














                                  SURVEY CONTROL DATA
                                
                             STATE=SD
                             [FEBRUARY 21, 2026 04]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0821 ***********************************************************************
 OR0821  DESIGNATION -  0+00
 OR0821  PID         -  OR0821
 OR0821  STATE/COUNTY-  SD/GREGORY
 OR0821  COUNTRY     -  US
 OR0821  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0821
 OR0821                         *CURRENT SURVEY CONTROL
 OR0821  ______________________________________________________________________
 OR0821* NAD 83(1996) POSITION- 43 00 32.00527(N) 098 31 49.25953(W)   ADJUSTED
 OR0821* NAVD 88 ORTHO HEIGHT -   515.    (meters)     1690.    (feet) SCALED
 OR0821  ______________________________________________________________________
 OR0821  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 OR0821  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 OR0821  HORZ ORDER      -  THIRD
 OR0821
 OR0821.The horizontal coordinates were established by classical geodetic methods
 OR0821.and adjusted by the National Geodetic Survey in January 1998.
 OR0821
 OR0821.The orthometric height was scaled from a topographic map.
 OR0821
 OR0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0821.GEOID18 height accuracy estimate available here.
 OR0821
 OR0821.Click photographs - Photos may exist for this station.
 OR0821
 OR0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0821
 OR0821. The following values were computed from the NAD 83(1996) position.
 OR0821
 OR0821;                    North         East     Units Scale Factor Converg.
 OR0821;SPC SD S     -    76,644.146   746,978.844   MT  0.99996306   +1 14 37.7
 OR0821;SPC SD S     -   251,456.67  2,450,713.09   sFT  0.99996306   +1 14 37.7
 OR0821;UTM  14      - 4,761,909.058   538,274.919   MT  0.99961802   +0 19 13.3
 OR0821
 OR0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0821!SPC SD S     -   0.99992330  x   0.99996306  =   0.99988636
 OR0821!UTM  14      -   0.99992330  x   0.99961802  =   0.99954135
 OR0821
 OR0821:                Primary Azimuth Mark                     Grid Az
 OR0821:SPC SD S     -  NO 2 AZ MK                               316 48 09.7
 OR0821:UTM  14      -  NO 2 AZ MK                               317 43 34.1
 OR0821
 OR0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3827461909(NAD 83)
 OR0821
 OR0821|---------------------------------------------------------------------|
 OR0821| PID    Reference Object                     Distance      Geod. Az  |
 OR0821|                                                           dddmmss.s |
 OR0821| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX. 7.1 KM 0280525.2 |
 OR0821| NN0813 MARTY ST PAULS CATH CHURCH          APPROX. 8.6 KM 1015234.7 |
 OR0821| NN0812 MARTY ST PAULS MISSION TANK         APPROX. 8.6 KM 1022034.4 |
 OR0821| NN0811 MARTY ST PAULS MISSION PWR STK      APPROX. 8.6 KM 1024701.6 |
 OR0821| CO3357 0+00 RM 2                            58.421 METERS 13724     |
 OR0821| OR0319 NO 2 AZ MK                                         3180247.4 |
 OR0821| CO3356 0+00 RM 1                            52.944 METERS 33952     |
 OR0821|---------------------------------------------------------------------|
 OR0821
 OR0821                          SUPERSEDED SURVEY CONTROL
 OR0821
 OR0821  NAD 83(1995)-  43 00 32.00529(N)    098 31 49.25951(W) AD(       ) 3
 OR0821  NAD 83(1986)-  43 00 32.01555(N)    098 31 49.26675(W) AD(       ) 3
 OR0821  NAD 27      -  43 00 32.03500(N)    098 31 47.97300(W) AD(       ) 3
 OR0821
 OR0821.Superseded values are not recommended for survey control.
 OR0821
 OR0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0821.See file dsdata.pdf to determine how the superseded data were derived.
 OR0821
 OR0821_MARKER: DD = SURVEY DISK
 OR0821_SETTING: 0 = UNSPECIFIED SETTING
 OR0821
 OR0821  HISTORY     - Date     Condition        Report By
 OR0821  HISTORY     - 1948     MONUMENTED       USACE
 OR0821
 OR0821                          STATION DESCRIPTION
 OR0821
 OR0821'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (MEW)
 OR0821'STATION IS LOCATED ON EDGE OF BLUFF OVERLOOKING THE MISSOURI
 OR0821'RIVER ABOUT 13 MILES NORTH NORTHEAST OF BRISTOW AND 4 MILES
 OR0821'SOUTHEAST OF PICKSTOWN.  STATION IS 39 FEET WEST SOUTHWEST OF
 OR0821'FENCELINE AND 4.7 FEET SOUTHEAST OF WITNESS POST.  THE MARK
 OR0821'IS A STANDARD DISK SET ON A 3 INCH PIPE WHICH PROJECTS ABOUT
 OR0821'8 INCHES AND IS STAMPED 0+00 USED 1948.
 OR0821'
 OR0821'REFERENCE MARK NO. 1 IS 173.70 FEET SOUTHEAST OF STATION AND
 OR0821'1 FOOT WEST SOUTHWEST OF FENCELINE.  THE MARK PROJECTS ABOUT
 OR0821'4 INCHES AND THE DISK IS STAMPED 0+00 USED NO 1 1948.
 OR0821'
 OR0821'REFERENCE MARK NO. 2 IS 191.67 FEET NORTHWEST OF STATION
 OR0821'AND 1 FOOT WEST SOUTHWEST OF FENCELINE.  THE MARK PROJECTS
 OR0821'ABOUT 4 INCHES AND THE DISK IS STAMPED 0+00 USED NO 2 1948.
 OR0821'
 OR0821'AZIMUTH MARK IS ON A HIGH HILL ABOUT 1 MILE NORTHWEST OF STATION,
 OR0821'0.05 MILE NORTH OF GRAVEL ROAD AND 4 FEET WEST OF WITNESS
 OR0821'POST.  THE DISK IS SET ON THE TOP OF A 3 INCH PIPE WHICH PROJECTS
 OR0821'ABOUT 8 INCHES AND IS STAMPED NO 2 USED 1948.  THE MARK WAS
 OR0821'ALSO USED FOR THE AZIMUTH TO STATION NO 2 USED AND THE ARROW
 OR0821'POINTS TOWARD THAT STATION.
 OR0821'
 OR0821'TO REACH FROM THE POST OFFICE IN BRISTOW GO NORTH ON GRAVEL
 OR0821'ROAD FOR 7.2 MILES TO CROSS ROADS.  CONTINUE NORTH 1 MILE TO
 OR0821'CROSS ROADS.  TURN RIGHT AND FOLLOW MAIN ROAD EAST AND NORTHERLY
 OR0821'(WINDING) FOR 5.2 MILES TO POINT WHERE MAIN ROAD TURNS NORTH
 OR0821'AND TRACK ROAD LEADS STRAIGHT AHEAD.  GO STRAIGHT AHEAD
 OR0821'FOR 1.2 MILES TO FARM BUILDINGS.  PASS THROUGH GATE BETWEEN
 OR0821'WINDMILL AND BARN AND BEAR LEFT TO ANOTHER GATE AT SOUTHEAST
 OR0821'CORNER OF BARNYARD.  PASS THROUGH GATE INTO LANE AND FOLLOW
 OR0821'TRACK ROAD EASTERLY AND NORTHERLY FOR 0.45 MILE TO ANOTHER
 OR0821'GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 OR0821'0.2 MILE TO A DEEP CUT THROUGH BLUFF.  BEAR RIGHT BETWEEN
 OR0821'CUT AND FENCE AND GO UP GRADE TO GATE.  PASS THROUGH GATE
 OR0821'AND GO NORTHEASTERLY ALONG EDGE OF CULTIVATED FIELD FOR
 OR0821'ABOUT 0.3 MILE TO STATION ON EDGE OF BLUFF AS DESCRIBED.
 OR0821'
 OR0821'*TO REACH AZIMUTH FROM THIS POINT CONTINUE NORTH ON MAIN
 OR0821'ROAD FOR 1.5 MILE TO BOTTOM OF HILL AND END OF CUT ON LEFT.
 OR0821'LEAVE ROAD AND GO UP STEEP GRADE THROUGH FIELD FOR 0.05 MILE
 OR0821'TO TOP OF HILL AND AZIMUTH MARK AS DESCRIBED.
 OR0821'
 OR0821'A 4 FOOT SIGNAL AT WHITE SWAN 2 1945 IS VISIBLE FROM THE GROUND.
 OR0821'
 OR0821'A 4 FOOT SIGNAL AT STATION NO 2 (USED) IS VISIBLE FROM THE GROUND.
 OR0821'
 OR0821'A 4 FOOT SIGNAL AT STATION MARTY IS VISIBLE FROM THE GROUND.
 OR0821'
 OR0821'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0453 ***********************************************************************
 PT0453  DESIGNATION -  1
 PT0453  PID         -  PT0453
 PT0453  STATE/COUNTY-  SD/HAAKON
 PT0453  COUNTRY     -  US
 PT0453  USGS QUAD   -  MIDLAND (2017)
 PT0453
 PT0453                         *CURRENT SURVEY CONTROL
 PT0453  ______________________________________________________________________
 PT0453* NAD 83(1986) POSITION- 44 04 10.     (N) 101 09 25.     (W)   SCALED
 PT0453* NAVD 88 ORTHO HEIGHT -   572.999 (meters)     1879.91  (feet) ADJUSTED
 PT0453  ______________________________________________________________________
 PT0453  GEOID HEIGHT    -        -22.856 (meters)                     GEOID18
 PT0453  DYNAMIC HEIGHT  -        572.837 (meters)     1879.38  (feet) COMP
 PT0453  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 PT0453
 PT0453  VERT ORDER      -  SECOND    CLASS 0
 PT0453
 PT0453.The horizontal coordinates were scaled from a map and have
 PT0453.an estimated accuracy of +/- 6 seconds.
 PT0453
 PT0453.The orthometric height was determined by differential leveling and
 PT0453.adjusted by the NATIONAL GEODETIC SURVEY
 PT0453.in June 1991.
 PT0453
 PT0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0453.GEOID18 height accuracy estimate available here.
 PT0453
 PT0453.Click photographs - Photos may exist for this station.
 PT0453
 PT0453.The dynamic height is computed by dividing the NAVD 88
 PT0453.geopotential number by the normal gravity value computed on the
 PT0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0453.degrees latitude (g = 980.6199 gals.).
 PT0453
 PT0453.The modeled gravity was interpolated from observed gravity values.
 PT0453
 PT0453;                    North         East    Units  Estimated Accuracy
 PT0453;SPC SD S     -   193,200.      534,020.      MT  (+/- 180 meters Scaled)
 PT0453
 PT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP272818(NAD 83)
 PT0453
 PT0453                          SUPERSEDED SURVEY CONTROL
 PT0453
 PT0453  NGVD 29 (??/??/92)  572.551  (m)         1878.44   (f) ADJ UNCH    2 0
 PT0453
 PT0453.Superseded values are not recommended for survey control.
 PT0453
 PT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0453.See file dsdata.pdf to determine how the superseded data were derived.
 PT0453
 PT0453_MARKER: O = CHISELED CIRCLE
 PT0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PT0453_SP_SET: CULVERT
 PT0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0453
 PT0453  HISTORY     - Date     Condition        Report By
 PT0453  HISTORY     - 1934     MONUMENTED       CGS
 PT0453  HISTORY     - 1934     GOOD             CGS
 PT0453  HISTORY     - 1942     MARK NOT FOUND   CGS
 PT0453  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0453
 PT0453                          STATION DESCRIPTION
 PT0453
 PT0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0453'AT MIDLAND.
 PT0453'AT MIDLAND, HAAKON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PT0453'RAILWAY, 220 YARDS SOUTHWEST OF THE STATION, OPPOSITE SECTION
 PT0453'1635-1/2 AT A PUBLIC-ROAD CROSSING, AND IN THE NORTH END OF A
 PT0453'CIRCULAR CONCRETE CULVERT.  A CHISELED CIRCLE.
 PT0453
 PT0453                          STATION RECOVERY (1942)
 PT0453
 PT0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PT0453'MARK NOT FOUND.
 PT0453
 PT0453                          STATION RECOVERY (1985)
 PT0453
 PT0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0453'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1561 ***********************************************************************
 PU1561  DESIGNATION -  1 3165.49
 PU1561  PID         -  PU1561
 PU1561  STATE/COUNTY-  SD/PENNINGTON
 PU1561  COUNTRY     -  US
 PU1561  USGS QUAD   -  BOX ELDER (2017)
 PU1561
 PU1561                         *CURRENT SURVEY CONTROL
 PU1561  ______________________________________________________________________
 PU1561* NAD 83(1986) POSITION- 44 02 24.     (N) 103 03 43.     (W)   SCALED
 PU1561* NAVD 88 ORTHO HEIGHT -   965.271 (meters)     3166.89  (feet) ADJUSTED
 PU1561  ______________________________________________________________________
 PU1561  GEOID HEIGHT    -        -16.737 (meters)                     GEOID18
 PU1561  DYNAMIC HEIGHT  -        964.937 (meters)     3165.80  (feet) COMP
 PU1561  MODELED GRAVITY -    980,239.6   (mgal)                       NAVD 88
 PU1561
 PU1561  VERT ORDER      -  FIRST     CLASS II
 PU1561
 PU1561.This mark is at Rapid City Airport (RAP)
 PU1561
 PU1561.The horizontal coordinates were scaled from a map and have
 PU1561.an estimated accuracy of +/- 6 seconds.
 PU1561
 PU1561.The orthometric height was determined by differential leveling and
 PU1561.adjusted by the NATIONAL GEODETIC SURVEY
 PU1561.in June 1991.
 PU1561
 PU1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1561.GEOID18 height accuracy estimate available here.
 PU1561
 PU1561.Click photographs - Photos may exist for this station.
 PU1561
 PU1561.The dynamic height is computed by dividing the NAVD 88
 PU1561.geopotential number by the normal gravity value computed on the
 PU1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1561.degrees latitude (g = 980.6199 gals.).
 PU1561
 PU1561.The modeled gravity was interpolated from observed gravity values.
 PU1561
 PU1561;                    North         East    Units  Estimated Accuracy
 PU1561;SPC SD S     -   193,190.      381,350.      MT  (+/- 180 meters Scaled)
 PU1561
 PU1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ552781(NAD 83)
 PU1561
 PU1561                          SUPERSEDED SURVEY CONTROL
 PU1561
 PU1561  NGVD 29 (??/??/92)  964.80   (m)         3165.3    (f) COMPUTED    1 2
 PU1561
 PU1561.Superseded values are not recommended for survey control.
 PU1561
 PU1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1561.See file dsdata.pdf to determine how the superseded data were derived.
 PU1561
 PU1561_MARKER: DD = SURVEY DISK
 PU1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1561_STAMPING: B.M. 1 3165.49
 PU1561_MARK LOGO: NONE
 PU1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1561+STABILITY: SURFACE MOTION
 PU1561
 PU1561  HISTORY     - Date     Condition        Report By
 PU1561  HISTORY     - UNK      MONUMENTED
 PU1561  HISTORY     - 1962     GOOD             CGS
 PU1561  HISTORY     - 1985     GOOD             NGS
 PU1561  HISTORY     - 20110426 MARK NOT FOUND   INDIV
 PU1561
 PU1561                          STATION DESCRIPTION
 PU1561
 PU1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1561'10.8 MI E FROM RAPID CITY.
 PU1561'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1561'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1561'STATION AT RAPID CITY, THENCE 1.5 MILES NORTHEAST ALONG COUNTY
 PU1561'ROAD 435, THE SOUTHWEST AND MAIN ENTRANCE TO THE MUNICIPAL
 PU1561'AIRPORT, ABOUT 0.1 MILE SOUTHWEST OF THE ADMINISTRATION BUILDING,
 PU1561'281 FEET SOUTH OF THE SOUTH LEG OF A WATER TOWER, 47 FEET
 PU1561'SOUTHEAST OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE
 PU1561'AIRPORT, 39 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A STEEL
 PU1561'CATTLE GUARD, 35 FEET SOUTHEAST OF A TRANSFORMER POLE, 1 FOOT
 PU1561'NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PU1561'FLUSH WITH THE GROUND.
 PU1561
 PU1561                          STATION RECOVERY (1985)
 PU1561
 PU1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1561'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PU1561'THE DESCRIPTION IS ADEQUATE.  LEVELED TO DURING THIS SURVEY.
 PU1561
 PU1561                          STATION RECOVERY (2011)
 PU1561
 PU1561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0051 ***********************************************************************
 PV0051  DESIGNATION -  1 ARD
 PV0051  PID         -  PV0051
 PV0051  STATE/COUNTY-  SD/BUTTE
 PV0051  COUNTRY     -  US
 PV0051  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0051
 PV0051                         *CURRENT SURVEY CONTROL
 PV0051  ______________________________________________________________________
 PV0051* NAD 83(1986) POSITION- 44 57 21.     (N) 104 00 23.     (W)   SCALED
 PV0051* NAVD 88 ORTHO HEIGHT -  1008.094 (meters)     3307.39  (feet) ADJUSTED
 PV0051  ______________________________________________________________________
 PV0051  GEOID HEIGHT    -        -15.522 (meters)                     GEOID18
 PV0051  DYNAMIC HEIGHT  -       1007.830 (meters)     3306.52  (feet) COMP
 PV0051  MODELED GRAVITY -    980,320.2   (mgal)                       NAVD 88
 PV0051
 PV0051  VERT ORDER      -  SECOND    CLASS 0
 PV0051
 PV0051.The horizontal coordinates were scaled from a map and have
 PV0051.an estimated accuracy of +/- 6 seconds.
 PV0051
 PV0051.The orthometric height was determined by differential leveling and
 PV0051.adjusted by the NATIONAL GEODETIC SURVEY
 PV0051.in June 1991.
 PV0051
 PV0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0051.GEOID18 height accuracy estimate available here.
 PV0051
 PV0051.Click photographs - Photos may exist for this station.
 PV0051
 PV0051.The dynamic height is computed by dividing the NAVD 88
 PV0051.geopotential number by the normal gravity value computed on the
 PV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0051.degrees latitude (g = 980.6199 gals.).
 PV0051
 PV0051.The modeled gravity was interpolated from observed gravity values.
 PV0051
 PV0051;                    North         East    Units  Estimated Accuracy
 PV0051;SPC SD N     -   132,560.      284,010.      MT  (+/- 180 meters Scaled)
 PV0051
 PV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK783785(NAD 83)
 PV0051
 PV0051                          SUPERSEDED SURVEY CONTROL
 PV0051
 PV0051  NGVD 29 (??/??/92) 1007.605  (m)         3305.78   (f) ADJ UNCH    2 0
 PV0051
 PV0051.Superseded values are not recommended for survey control.
 PV0051
 PV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0051.See file dsdata.pdf to determine how the superseded data were derived.
 PV0051
 PV0051_MARKER: DD = SURVEY DISK
 PV0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0051_STAMPING: 1 ARD 3306.0 1954
 PV0051_MARK LOGO: USGS
 PV0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0051+STABILITY: SURFACE MOTION
 PV0051
 PV0051  HISTORY     - Date     Condition        Report By
 PV0051  HISTORY     - 1954     MONUMENTED       USGS
 PV0051  HISTORY     - 1962     GOOD             CGS
 PV0051
 PV0051                          STATION DESCRIPTION
 PV0051
 PV0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0051'24.8 MI NW FROM BELLE FOURCHE.
 PV0051'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PV0051'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 13.1
 PV0051'MILES NORTHWEST ALONG A GRAVELED ROAD, 40 FEET NORTH OF THE
 PV0051'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 1.0 FEET WEST
 PV0051'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PV0051'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0825 ***********************************************************************
 OT0825  DESIGNATION -  1 DHW
 OT0825  PID         -  OT0825
 OT0825  STATE/COUNTY-  SD/FALL RIVER
 OT0825  COUNTRY     -  US
 OT0825  USGS QUAD   -  ARDMORE (2017)
 OT0825
 OT0825                         *CURRENT SURVEY CONTROL
 OT0825  ______________________________________________________________________
 OT0825* NAD 83(1986) POSITION- 43 01 31.     (N) 103 42 19.     (W)   SCALED
 OT0825* NAVD 88 ORTHO HEIGHT -  1133.693 (meters)     3719.46  (feet) ADJUSTED
 OT0825  ______________________________________________________________________
 OT0825  GEOID HEIGHT    -        -15.881 (meters)                     GEOID18
 OT0825  DYNAMIC HEIGHT  -       1133.171 (meters)     3717.75  (feet) COMP
 OT0825  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 OT0825
 OT0825  VERT ORDER      -  THIRD
 OT0825
 OT0825.The horizontal coordinates were scaled from a map and have
 OT0825.an estimated accuracy of +/- 6 seconds.
 OT0825
 OT0825.The orthometric height was determined by differential leveling and
 OT0825.adjusted by the NATIONAL GEODETIC SURVEY
 OT0825.in June 1991.
 OT0825
 OT0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0825.GEOID18 height accuracy estimate available here.
 OT0825
 OT0825.Click photographs - Photos may exist for this station.
 OT0825
 OT0825.The dynamic height is computed by dividing the NAVD 88
 OT0825.geopotential number by the normal gravity value computed on the
 OT0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0825.degrees latitude (g = 980.6199 gals.).
 OT0825
 OT0825.The modeled gravity was interpolated from observed gravity values.
 OT0825
 OT0825;                    North         East    Units  Estimated Accuracy
 OT0825;SPC SD S     -    82,450.      325,250.      MT  (+/- 180 meters Scaled)
 OT0825
 OT0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH054644(NAD 83)
 OT0825
 OT0825                          SUPERSEDED SURVEY CONTROL
 OT0825
 OT0825  NGVD 29 (??/??/92) 1133.14   (m)         3717.6    (f) COMPUTED    3 0
 OT0825
 OT0825.Superseded values are not recommended for survey control.
 OT0825
 OT0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0825.See file dsdata.pdf to determine how the superseded data were derived.
 OT0825
 OT0825_MARKER: DB = BENCH MARK DISK
 OT0825_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0825+WITH SETTING: INFORMATION.
 OT0825_STAMPING: 1 DHW 1974
 OT0825_MARK LOGO: USGS
 OT0825_PROJECTION: FLUSH
 OT0825_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0825+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0825
 OT0825  HISTORY     - Date     Condition        Report By
 OT0825  HISTORY     - 1974     MONUMENTED       USGS
 OT0825
 OT0825                          STATION DESCRIPTION
 OT0825
 OT0825'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0825'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 2.5 MILES WEST
 OT0825'ALONG GRADED DIRT ROAD, TO A BEND IN THE ROAD SOUTH OF SECTION
 OT0825'CORNERS 1-6-7-12/TOWNSHIP 12 SOUTH/RANGES 3-4 EAST, 54 FEET NORTH OF
 OT0825'THE ROAD, 4 FEET NORTH OF A JOG IN THE FENCE, 139 FEET EAST OF THE
 OT0825'CENTER OF THE GATE AT THE NORTH SIDE OF THE ROAD, 4 FEET NORTHWEST OF
 OT0825'A TELEPHONE POLE, SET IN A COPPER-CLAD STEEL ROD DRIVEN 6 FEET AND
 OT0825'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1112 ***********************************************************************
 OR1112  DESIGNATION -  1 JKP
 OR1112  PID         -  OR1112
 OR1112  STATE/COUNTY-  SD/CHARLES MIX
 OR1112  COUNTRY     -  US
 OR1112  USGS QUAD   -  DANTE (2017)
 OR1112
 OR1112                         *CURRENT SURVEY CONTROL
 OR1112  ______________________________________________________________________
 OR1112* NAD 83(1986) POSITION- 43 01 28.     (N) 098 07 37.     (W)   SCALED
 OR1112* NAVD 88 ORTHO HEIGHT -   471.307 (meters)     1546.28  (feet) ADJUSTED
 OR1112  ______________________________________________________________________
 OR1112  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 OR1112  DYNAMIC HEIGHT  -        471.149 (meters)     1545.76  (feet) COMP
 OR1112  MODELED GRAVITY -    980,270.5   (mgal)                       NAVD 88
 OR1112
 OR1112  VERT ORDER      -  FIRST     CLASS II
 OR1112
 OR1112.The horizontal coordinates were scaled from a map and have
 OR1112.an estimated accuracy of +/- 6 seconds.
 OR1112
 OR1112.The orthometric height was determined by differential leveling and
 OR1112.adjusted by the NATIONAL GEODETIC SURVEY
 OR1112.in June 1994.
 OR1112
 OR1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1112.GEOID18 height accuracy estimate available here.
 OR1112
 OR1112.Click photographs - Photos may exist for this station.
 OR1112
 OR1112.The dynamic height is computed by dividing the NAVD 88
 OR1112.geopotential number by the normal gravity value computed on the
 OR1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1112.degrees latitude (g = 980.6199 gals.).
 OR1112
 OR1112.The modeled gravity was interpolated from observed gravity values.
 OR1112
 OR1112;                    North         East    Units  Estimated Accuracy
 OR1112;SPC SD S     -    79,170.      779,810.      MT  (+/- 180 meters Scaled)
 OR1112
 OR1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN711638(NAD 83)
 OR1112
 OR1112                          SUPERSEDED SURVEY CONTROL
 OR1112
 OR1112.No superseded survey control is available for this station.
 OR1112
 OR1112_MARKER: DD = SURVEY DISK
 OR1112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR1112_STAMPING: 1 JKP 1972
 OR1112_MARK LOGO: USGS
 OR1112_PROJECTION: FLUSH
 OR1112_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1112+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1112
 OR1112  HISTORY     - Date     Condition        Report By
 OR1112  HISTORY     - 1972     MONUMENTED       USGS
 OR1112  HISTORY     - 19930919 GOOD             NGS
 OR1112  HISTORY     - 20120324 GOOD             INDIV
 OR1112
 OR1112                          STATION DESCRIPTION
 OR1112
 OR1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1112'20.0 KM (12.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1112'OF MAIN AVENUE IN WAGNER, 157.0 M (515.1 FT) NORTH OF MILEPOST 342,
 OR1112'30.0 M (98.4 FT) EAST OF THE HIGHWAY CENTERLINE, 23.2 M (76.1 FT)
 OR1112'SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.8 M (5.9 FT) BELOW THE
 OR1112'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.2
 OR1112'M (0.7 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS
 OR1112'ENCASED IN A 5-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 OR1112'THE ROD DEPTH IS UNKNOWN.
 OR1112
 OR1112                          STATION RECOVERY (2012)
 OR1112
 OR1112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0869 ***********************************************************************
 OR0869  DESIGNATION -  1 RM 2
 OR0869  PID         -  OR0869
 OR0869  STATE/COUNTY-  SD/BRULE
 OR0869  COUNTRY     -  US
 OR0869  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0869
 OR0869                         *CURRENT SURVEY CONTROL
 OR0869  ______________________________________________________________________
 OR0869* NAD 83(1996) POSITION- 43 46 25.96157(N) 099 21 09.07126(W)   ADJUSTED
 OR0869* NAVD 88 ORTHO HEIGHT -   531.    (meters)     1742.    (feet) SCALED
 OR0869  ______________________________________________________________________
 OR0869  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 OR0869  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 OR0869  HORZ ORDER      -  SECOND
 OR0869
 OR0869.The horizontal coordinates were established by classical geodetic methods
 OR0869.and adjusted by the National Geodetic Survey in January 1998.
 OR0869
 OR0869.The orthometric height was scaled from a topographic map.
 OR0869
 OR0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0869.GEOID18 height accuracy estimate available here.
 OR0869
 OR0869.Click photographs - Photos may exist for this station.
 OR0869
 OR0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0869
 OR0869. The following values were computed from the NAD 83(1996) position.
 OR0869
 OR0869;                    North         East     Units Scale Factor Converg.
 OR0869;SPC SD S     -   160,498.775   678,956.575   MT  0.99991054   +0 40 35.8
 OR0869;SPC SD S     -   526,569.73  2,227,543.36   sFT  0.99991054   +0 40 35.8
 OR0869;UTM  14      - 4,846,818.870   471,629.912   MT  0.99960990   -0 14 38.0
 OR0869
 OR0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0869!SPC SD S     -   0.99992071  x   0.99991054  =   0.99983126
 OR0869!UTM  14      -   0.99992071  x   0.99960990  =   0.99953064
 OR0869
 OR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7162946818(NAD 83)
 OR0869
 OR0869                          SUPERSEDED SURVEY CONTROL
 OR0869
 OR0869  NAD 83(1986)-  43 46 25.96068(N)    099 21 09.07836(W) AD(       ) 2
 OR0869  NAD 27      -  43 46 25.98000(N)    099 21 07.73000(W) AD(       ) 2
 OR0869
 OR0869.Superseded values are not recommended for survey control.
 OR0869
 OR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0869.See file dsdata.pdf to determine how the superseded data were derived.
 OR0869
 OR0869_MARKER: DD = SURVEY DISK
 OR0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0869_MARK LOGO: USGLO
 OR0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0869+STABILITY: SURFACE MOTION
 OR0869
 OR0869  HISTORY     - Date     Condition        Report By
 OR0869  HISTORY     - 1924     MONUMENTED       USGLO
 OR0869  HISTORY     - 1935     GOOD             CGS
 OR0869  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 OR0869
 OR0869                          STATION DESCRIPTION
 OR0869
 OR0869'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OR0869'STATION IS THE CORNER OF SECS. 28, 29, 32 AND 33, T 104 N,
 OR0869'R 71 W, FIFTH PRINCIPAL MERIDIAN.
 OR0869'
 OR0869'THE ORIGINAL MONUMENT IS A GRANITE STONE, 18- BY 10- BY
 OR0869'6 INCHES, MARKED 4 NOTCHES E AND 1 NOTCH S, SET IN A MOUND
 OR0869'OF EARTH WITH A DECOMPOSED WOOD STAKE, WITNESSED BY 4 PITS.
 OR0869'
 OR0869'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, WITH THE
 OR0869'ORIGINAL STONE ALONG SIDE.
 OR0869'
 OR0869'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE, INSIDE
 OR0869'OF FENCE CORNER AND BEARS TO THE SE.
 OR0869'
 OR0869'REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. TRIANGULATION STATION
 OR0869'TAFT ALSO SERVES AS A REFERENCE MARK AND BEARS TO THE W.
 OR0869'
 OR0869'MARK IS 4 INCHES ABOVE THE GROUND LEVEL.
 OR0869
 OR0869                          STATION RECOVERY (1935)
 OR0869
 OR0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0869'STATION WAS FOUND TO BE EXACTLY AS DESCRIBED.  REFERENCE MARK
 OR0869'IS FLUSH WITH SURFACE, AT OUTSIDE OF CURVE IN ROAD, AND
 OR0869'46.82 FEET SE OF STATION.
 OR0869
 OR0869                          STATION RECOVERY (2005)
 OR0869
 OR0869'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR0869'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0661 ***********************************************************************
 PU0661  DESIGNATION -  1 SS
 PU0661  PID         -  PU0661
 PU0661  STATE/COUNTY-  SD/MEADE
 PU0661  COUNTRY     -  US
 PU0661  USGS QUAD   -  HEREFORD (2017)
 PU0661
 PU0661                         *CURRENT SURVEY CONTROL
 PU0661  ______________________________________________________________________
 PU0661* NAD 83(1986) POSITION- 44 23 13.     (N) 102 53 30.     (W)   SCALED
 PU0661* NAVD 88 ORTHO HEIGHT -   793.515 (meters)     2603.39  (feet) ADJUSTED
 PU0661  ______________________________________________________________________
 PU0661  GEOID HEIGHT    -        -17.590 (meters)                     GEOID18
 PU0661  DYNAMIC HEIGHT  -        793.297 (meters)     2602.68  (feet) COMP
 PU0661  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 PU0661
 PU0661  VERT ORDER      -  SECOND    CLASS 0
 PU0661
 PU0661.The horizontal coordinates were scaled from a map and have
 PU0661.an estimated accuracy of +/- 6 seconds.
 PU0661
 PU0661.The orthometric height was determined by differential leveling and
 PU0661.adjusted by the NATIONAL GEODETIC SURVEY
 PU0661.in June 1991.
 PU0661
 PU0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0661.GEOID18 height accuracy estimate available here.
 PU0661
 PU0661.Click photographs - Photos may exist for this station.
 PU0661
 PU0661.The dynamic height is computed by dividing the NAVD 88
 PU0661.geopotential number by the normal gravity value computed on the
 PU0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0661.degrees latitude (g = 980.6199 gals.).
 PU0661
 PU0661.The modeled gravity was interpolated from observed gravity values.
 PU0661
 PU0661;                    North         East    Units  Estimated Accuracy
 PU0661;SPC SD N     -    65,630.      369,630.      MT  (+/- 180 meters Scaled)
 PU0661
 PU0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK679170(NAD 83)
 PU0661
 PU0661                          SUPERSEDED SURVEY CONTROL
 PU0661
 PU0661  NGVD 29 (??/??/92)  793.053  (m)         2601.87   (f) ADJ UNCH    2 0
 PU0661
 PU0661.Superseded values are not recommended for survey control.
 PU0661
 PU0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0661.See file dsdata.pdf to determine how the superseded data were derived.
 PU0661
 PU0661_MARKER: DD = SURVEY DISK
 PU0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0661_STAMPING: 1 SS 1950
 PU0661_MARK LOGO: USGS
 PU0661_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0661+STABILITY: SURFACE MOTION
 PU0661
 PU0661  HISTORY     - Date     Condition        Report By
 PU0661  HISTORY     - 1950     MONUMENTED       USGS
 PU0661  HISTORY     - 1962     GOOD             CGS
 PU0661
 PU0661                          STATION DESCRIPTION
 PU0661
 PU0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0661'0.2 MI E FROM HEREFORD.
 PU0661'0.2 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0661'43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST
 PU0661'OF POWER POLE 3-345, 1.4 FEET SOUTH OF A WITNESS POST, 1.3 FEET
 PU0661'NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU0661'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0917 ***********************************************************************
 OT0917  DESIGNATION -  1 T
 OT0917  PID         -  OT0917
 OT0917  STATE/COUNTY-  SD/SHANNON
 OT0917  COUNTRY     -  US
 OT0917  USGS QUAD   -  MANDERSON SW (2017)
 OT0917
 OT0917                         *CURRENT SURVEY CONTROL
 OT0917  ______________________________________________________________________
 OT0917* NAD 83(1986) POSITION- 43 02 47.     (N) 102 23 50.     (W)   SCALED
 OT0917* NAVD 88 ORTHO HEIGHT -  1040.942 (meters)     3415.16  (feet) ADJUSTED
 OT0917  ______________________________________________________________________
 OT0917  GEOID HEIGHT    -        -18.343 (meters)                     GEOID18
 OT0917  DYNAMIC HEIGHT  -       1040.471 (meters)     3413.61  (feet) COMP
 OT0917  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 OT0917
 OT0917  VERT ORDER      -  FIRST     CLASS II
 OT0917
 OT0917.The horizontal coordinates were scaled from a map and have
 OT0917.an estimated accuracy of +/- 6 seconds.
 OT0917
 OT0917.The orthometric height was determined by differential leveling and
 OT0917.adjusted by the NATIONAL GEODETIC SURVEY
 OT0917.in June 1994.
 OT0917
 OT0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0917.GEOID18 height accuracy estimate available here.
 OT0917
 OT0917.Click photographs - Photos may exist for this station.
 OT0917
 OT0917.The dynamic height is computed by dividing the NAVD 88
 OT0917.geopotential number by the normal gravity value computed on the
 OT0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0917.degrees latitude (g = 980.6199 gals.).
 OT0917
 OT0917.The modeled gravity was interpolated from observed gravity values.
 OT0917
 OT0917;                    North         East    Units  Estimated Accuracy
 OT0917;SPC SD S     -    81,300.      431,860.      MT  (+/- 180 meters Scaled)
 OT0917
 OT0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH119692(NAD 83)
 OT0917
 OT0917                          SUPERSEDED SURVEY CONTROL
 OT0917
 OT0917.No superseded survey control is available for this station.
 OT0917
 OT0917_MARKER: DD = SURVEY DISK
 OT0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0917_STAMPING: 1 T 1966 3413
 OT0917_MARK LOGO: USGS
 OT0917_PROJECTION: RECESSED 20 CENTIMETERS
 OT0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0917+STABILITY: SURFACE MOTION
 OT0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0917+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2012
 OT0917
 OT0917  HISTORY     - Date     Condition        Report By
 OT0917  HISTORY     - 1966     MONUMENTED       USGS
 OT0917  HISTORY     - 19930919 GOOD             NGS
 OT0917  HISTORY     - 20120102 GOOD             INDIV
 OT0917
 OT0917                          STATION DESCRIPTION
 OT0917
 OT0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0917'14.6 KM (9.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0917'OFFICE IN PINE RIDGE, 47.4 M (155.5 FT) SOUTH OF AND LEVEL WITH THE
 OT0917'HIGHWAY CENTERLINE, 37.7 M (123.7 FT) SOUTH OF MILEPOST 112, 9.1 M
 OT0917'(29.9 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 0.3 M (1.0
 OT0917'FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 OT0917'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 OT0917
 OT0917                          STATION RECOVERY (2012)
 OT0917
 OT0917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2022 ***********************************************************************
 PU2022  DESIGNATION -  1 WLG
 PU2022  PID         -  PU2022
 PU2022  STATE/COUNTY-  SD/BUTTE
 PU2022  COUNTRY     -  US
 PU2022  USGS QUAD   -  FRUITDALE (2017)
 PU2022
 PU2022                         *CURRENT SURVEY CONTROL
 PU2022  ______________________________________________________________________
 PU2022* NAD 83(1986) POSITION- 44 38 53.     (N) 103 38 52.     (W)   SCALED
 PU2022* NAVD 88 ORTHO HEIGHT -   890.020 (meters)     2920.01  (feet) ADJUSTED
 PU2022  ______________________________________________________________________
 PU2022  GEOID HEIGHT    -        -15.689 (meters)                     GEOID18
 PU2022  DYNAMIC HEIGHT  -        889.779 (meters)     2919.22  (feet) COMP
 PU2022  MODELED GRAVITY -    980,316.8   (mgal)                       NAVD 88
 PU2022
 PU2022  VERT ORDER      -  SECOND    CLASS 0
 PU2022
 PU2022.The horizontal coordinates were scaled from a map and have
 PU2022.an estimated accuracy of +/- 6 seconds.
 PU2022
 PU2022.The orthometric height was determined by differential leveling and
 PU2022.adjusted by the NATIONAL GEODETIC SURVEY
 PU2022.in June 1991.
 PU2022
 PU2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2022.GEOID18 height accuracy estimate available here.
 PU2022
 PU2022.Click photographs - Photos may exist for this station.
 PU2022
 PU2022.The dynamic height is computed by dividing the NAVD 88
 PU2022.geopotential number by the normal gravity value computed on the
 PU2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2022.degrees latitude (g = 980.6199 gals.).
 PU2022
 PU2022.The modeled gravity was interpolated from observed gravity values.
 PU2022
 PU2022;                    North         East    Units  Estimated Accuracy
 PU2022;SPC SD N     -    97,050.      310,740.      MT  (+/- 180 meters Scaled)
 PU2022
 PU2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK072447(NAD 83)
 PU2022
 PU2022                          SUPERSEDED SURVEY CONTROL
 PU2022
 PU2022  NGVD 29 (??/??/92)  889.533  (m)         2918.41   (f) ADJ UNCH    2 0
 PU2022
 PU2022.Superseded values are not recommended for survey control.
 PU2022
 PU2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2022.See file dsdata.pdf to determine how the superseded data were derived.
 PU2022
 PU2022_MARKER: DD = SURVEY DISK
 PU2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2022_STAMPING: 1 WLG 1950
 PU2022_MARK LOGO: USGS
 PU2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2022+STABILITY: SURFACE MOTION
 PU2022
 PU2022  HISTORY     - Date     Condition        Report By
 PU2022  HISTORY     - 1950     MONUMENTED       USGS
 PU2022  HISTORY     - 1962     GOOD             CGS
 PU2022
 PU2022                          STATION DESCRIPTION
 PU2022
 PU2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2022'4.2 MI SE FROM FRUITDALE.
 PU2022'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2022'FRUITDALE, THENCE 2.65 MILES EAST ALONG A GRAVELED ROAD, 250 FEET
 PU2022'EAST OF TH CENTER OF THE INTERSECTION OF A GRAVELED ROAD, 35 FEET
 PU2022'NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE,
 PU2022'0.7 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU2022'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 PU2022'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7981 ***********************************************************************
 AC7981  CBN         -  This is a Cooperative Base Network Control Station.
 AC7981  DESIGNATION -  10 192.86
 AC7981  PID         -  AC7981
 AC7981  STATE/COUNTY-  SD/CAMPBELL
 AC7981  COUNTRY     -  US
 AC7981  USGS QUAD   -  HERREID NE (2017)
 AC7981
 AC7981                         *CURRENT SURVEY CONTROL
 AC7981  ______________________________________________________________________
 AC7981* NAD 83(2011) POSITION- 45 54 44.43661(N) 100 04 32.77619(W)   ADJUSTED
 AC7981* NAD 83(2011) ELLIP HT-   502.834 (meters)        (06/27/12)   ADJUSTED
 AC7981* NAD 83(2011) EPOCH   -  2010.00
 AC7981* NAVD 88 ORTHO HEIGHT -   524.952 (meters)     1722.28  (feet) ADJUSTED
 AC7981  ______________________________________________________________________
 AC7981  GEOID HEIGHT    -        -22.113 (meters)                     GEOID18
 AC7981  NAD 83(2011) X  -   -777,772.289 (meters)                     COMP
 AC7981  NAD 83(2011) Y  - -4,377,108.838 (meters)                     COMP
 AC7981  NAD 83(2011) Z  -  4,558,835.258 (meters)                     COMP
 AC7981  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 AC7981  DYNAMIC HEIGHT  -        524.923 (meters)     1722.18  (feet) COMP
 AC7981  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 AC7981
 AC7981  VERT ORDER      -  FIRST     CLASS II
 AC7981
 AC7981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7981  Standards:
 AC7981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7981  -------------------------------------------------------------------
 AC7981  NETWORK    0.53   2.80           0.25   0.16   1.43     -0.06160659
 AC7981  -------------------------------------------------------------------
 AC7981  Click here for local accuracies and other accuracy information.
 AC7981
 AC7981.The horizontal coordinates were established by GPS observations
 AC7981.and adjusted by the National Geodetic Survey in June 2012.
 AC7981
 AC7981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7981.been affixed to the stable North American tectonic plate. See 
 AC7981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7981
 AC7981.The horizontal coordinates are valid at the epoch date displayed above
 AC7981.which is a decimal equivalence of Year/Month/Day.
 AC7981
 AC7981.The orthometric height was determined by differential leveling and
 AC7981.adjusted by the NATIONAL GEODETIC SURVEY
 AC7981.in July 1998.
 AC7981
 AC7981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7981.GEOID18 height accuracy estimate available here.
 AC7981
 AC7981.Click photographs - Photos may exist for this station.
 AC7981
 AC7981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7981
 AC7981.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7981
 AC7981.The ellipsoidal height was determined by GPS observations
 AC7981.and is referenced to NAD 83.
 AC7981
 AC7981.The dynamic height is computed by dividing the NAVD 88
 AC7981.geopotential number by the normal gravity value computed on the
 AC7981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7981.degrees latitude (g = 980.6199 gals.).
 AC7981
 AC7981.The modeled gravity was interpolated from observed gravity values.
 AC7981
 AC7981. The following values were computed from the NAD 83(2011) position.
 AC7981
 AC7981;                    North         East     Units Scale Factor Converg.
 AC7981;SPC SD N     -   231,041.323   594,120.948   MT  1.00005227   -0 03 13.1
 AC7981;SPC SD N     -   758,008.07  1,949,211.81   sFT  1.00005227   -0 03 13.1
 AC7981;UTM  14      - 5,084,870.942   416,569.257   MT  0.99968557   -0 46 21.9
 AC7981
 AC7981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7981!SPC SD N     -   0.99992118  x   1.00005227  =   0.99997344
 AC7981!UTM  14      -   0.99992118  x   0.99968557  =   0.99960677
 AC7981
 AC7981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1656984870(NAD 83)
 AC7981
 AC7981                          SUPERSEDED SURVEY CONTROL
 AC7981
 AC7981  NAD 83(2007)-  45 54 44.43654(N)    100 04 32.77737(W) AD(2002.00) 0
 AC7981  ELLIP H (02/10/07)  502.862  (m)                       GP(2002.00)    
 AC7981  ELLIP H (04/15/04)  502.864  (m)                       GP(       ) 2 1
 AC7981  NAD 83(1996)-  45 54 44.43598(N)    100 04 32.77688(W) AD(       ) B
 AC7981  ELLIP H (04/18/97)  502.910  (m)                       GP(       ) 4 1
 AC7981  NAVD 88 (04/18/97)  524.8    (m)  GEOID96  model used  GPS OBS        
 AC7981
 AC7981.Superseded values are not recommended for survey control.
 AC7981
 AC7981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7981.See file dsdata.pdf to determine how the superseded data were derived.
 AC7981
 AC7981_MARKER: Z = SEE DESCRIPTION
 AC7981_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7981_STAMPING: 10-192.86 1995
 AC7981_MARK LOGO: NGS
 AC7981_PROJECTION: PROJECTING 4 CENTIMETERS
 AC7981_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7981+STABILITY: POSITION/ELEVATION WELL
 AC7981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7981+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 AC7981_ROD/PIPE-DEPTH: 6.4 meters
 AC7981_SLEEVE-DEPTH  : 1.8 meters
 AC7981
 AC7981  HISTORY     - Date     Condition        Report By
 AC7981  HISTORY     - 1995     MONUMENTED       SDDT
 AC7981  HISTORY     - 19960928 GOOD             NGS
 AC7981  HISTORY     - 19961023 GOOD             NGS
 AC7981
 AC7981                          STATION DESCRIPTION
 AC7981
 AC7981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7981'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF POLLOCK AND 5.0
 AC7981'MI (8.0 KM) NORTH OF HERREID, ON STATE HIGHWAY 10.  OWNERSHIP--THE
 AC7981'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AC7981'HERREID, GO NORTH ON U.S. HIGHWAY 83 FOR 4.5 MI (7.2 KM) TO THE
 AC7981'JUNCTION OF STATE HIGHWAY 10, TURN LEFT AND GO WEST ON STATE HIGHWAY
 AC7981'10 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AC7981'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7981'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 99.0 FEET
 AC7981'(30.2 M) SOUTH OF THE HIGHWAY CENTERLINE, 20.0 FT (6.1 M) EAST OF THE
 AC7981'CENTER OF A FIELD ENTRANCE ROAD, 5.0 FT (1.5 M) BELOW THE LEVEL OF THE
 AC7981'HIGHWAY, 1.4 FT (0.4 M) SOUTH OF A METAL GUARD POST, AND 1.0 FT (0.3
 AC7981'M) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AC7981'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7981
 AC7981                          STATION RECOVERY (1996)
 AC7981
 AC7981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7981'8.7 KM (5.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AC7981'IN HERREID, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG STATE HIGHWAY 10,
 AC7981'240.0 M (787.4 FT) WEST OF MILEPOST 193, 29.9 M (98.1 FT) SOUTH OF THE
 AC7981'HIGHWAY CENTERLINE, 7.6 M (24.9 FT) EAST OF THE CENTER OF A FIELD
 AC7981'ENTRANCE, 2.4 M (7.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 AC7981'FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) SOUTH OF A
 AC7981'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AC7981'AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AC7981'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7981'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE MONUMENT IS A SOUTH
 AC7981'DAKOTA HARN STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7899 ***********************************************************************
 AC7899  CBN         -  This is a Cooperative Base Network Control Station.
 AC7899  DESIGNATION -  10 232.10
 AC7899  PID         -  AC7899
 AC7899  STATE/COUNTY-  SD/MCPHERSON
 AC7899  COUNTRY     -  US
 AC7899  USGS QUAD   -  SCHUMACHER LAKE SW (2017)
 AC7899
 AC7899                         *CURRENT SURVEY CONTROL
 AC7899  ______________________________________________________________________
 AC7899* NAD 83(2011) POSITION- 45 46 01.69620(N) 099 28 18.85403(W)   ADJUSTED
 AC7899* NAD 83(2011) ELLIP HT-   568.153 (meters)        (06/27/12)   ADJUSTED
 AC7899* NAD 83(2011) EPOCH   -  2010.00
 AC7899* NAVD 88 ORTHO HEIGHT -   590.9   (meters)     1939.    (feet) GPS OBS
 AC7899  ______________________________________________________________________
 AC7899  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7899  GEOID HEIGHT    -        -22.685 (meters)                     GEOID96
 AC7899  GEOID HEIGHT    -        -22.884 (meters)                     GEOID18
 AC7899  NAD 83(2011) X  -   -733,510.544 (meters)                     COMP
 AC7899  NAD 83(2011) Y  - -4,396,529.152 (meters)                     COMP
 AC7899  NAD 83(2011) Z  -  4,547,637.413 (meters)                     COMP
 AC7899  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 AC7899
 AC7899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7899  Standards:
 AC7899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7899  -------------------------------------------------------------------
 AC7899  NETWORK    0.87   2.63           0.40   0.29   1.34     -0.07243899
 AC7899  -------------------------------------------------------------------
 AC7899  Click here for local accuracies and other accuracy information.
 AC7899
 AC7899.The horizontal coordinates were established by GPS observations
 AC7899.and adjusted by the National Geodetic Survey in June 2012.
 AC7899
 AC7899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7899.been affixed to the stable North American tectonic plate. See 
 AC7899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7899
 AC7899.The horizontal coordinates are valid at the epoch date displayed above
 AC7899.which is a decimal equivalence of Year/Month/Day.
 AC7899
 AC7899.The orthometric height was determined by GPS observations and a
 AC7899.high-resolution geoid model.
 AC7899
 AC7899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7899.GEOID18 height accuracy estimate available here.
 AC7899
 AC7899.Click photographs - Photos may exist for this station.
 AC7899
 AC7899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7899
 AC7899.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7899
 AC7899.The ellipsoidal height was determined by GPS observations
 AC7899.and is referenced to NAD 83.
 AC7899
 AC7899. The following values were computed from the NAD 83(2011) position.
 AC7899
 AC7899;                    North         East     Units Scale Factor Converg.
 AC7899;SPC SD N     -   215,032.660   641,079.751   MT  1.00001725   +0 22 25.5
 AC7899;SPC SD N     -   705,486.32  2,103,275.82   sFT  1.00001725   +0 22 25.5
 AC7899;UTM  14      - 5,068,283.710   463,306.417   MT  0.99961655   -0 20 17.3
 AC7899
 AC7899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7899!SPC SD N     -   0.99991094  x   1.00001725  =   0.99992819
 AC7899!UTM  14      -   0.99991094  x   0.99961655  =   0.99952752
 AC7899
 AC7899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR6330668283(NAD 83)
 AC7899
 AC7899                          SUPERSEDED SURVEY CONTROL
 AC7899
 AC7899  NAD 83(2007)-  45 46 01.69619(N)    099 28 18.85483(W) AD(2002.00) 0
 AC7899  ELLIP H (02/10/07)  568.182  (m)                       GP(2002.00)    
 AC7899  ELLIP H (04/15/04)  568.194  (m)                       GP(       ) 2 1
 AC7899  NAD 83(1996)-  45 46 01.69562(N)    099 28 18.85432(W) AD(       ) B
 AC7899  ELLIP H (04/18/97)  568.231  (m)                       GP(       ) 4 1
 AC7899
 AC7899.Superseded values are not recommended for survey control.
 AC7899
 AC7899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7899.See file dsdata.pdf to determine how the superseded data were derived.
 AC7899
 AC7899_MARKER: Z = SEE DESCRIPTION
 AC7899_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7899_STAMPING: 10-232.10 1995
 AC7899_MARK LOGO: NGS
 AC7899_PROJECTION: FLUSH
 AC7899_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7899+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 AC7899_ROD/PIPE-DEPTH: 6.4 meters
 AC7899_SLEEVE-DEPTH  : 1.8 meters
 AC7899
 AC7899  HISTORY     - Date     Condition        Report By
 AC7899  HISTORY     - 1994     MONUMENTED       SDDT
 AC7899  HISTORY     - 19960925 GOOD             NGS
 AC7899
 AC7899                          STATION DESCRIPTION
 AC7899
 AC7899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7899'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) SOUTHWEST OF LONGLAKE,
 AC7899'14.7 KM (9.15 MI) NORTHEAST OF HILLSVIEW, AND 11.2 KM (6.95 MI) EAST
 AC7899'OF EUREKA, ON STATE HIGHWAY 10.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AC7899'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 NORTH AND
 AC7899'10 IN EUREKA, GO EAST ON STATE HIGHWAY 10 FOR 11.2 KM (6.95 MI) TO THE
 AC7899'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7899'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7899'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 123.3 M (404.5 FT) EAST OF AN
 AC7899'UNDERGROUND CABLE JUNCTION BOX, 23.2 M (76.1 FT) NORTH OF THE HIGHWAY
 AC7899'CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.4
 AC7899'M (1.3 FT) SOUTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7899'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7926 ***********************************************************************
 AC7926  CBN         -  This is a Cooperative Base Network Control Station.
 AC7926  DESIGNATION -  10 251.19
 AC7926  PID         -  AC7926
 AC7926  STATE/COUNTY-  SD/MCPHERSON
 AC7926  COUNTRY     -  US
 AC7926  USGS QUAD   -  PLAINVIEW COLONY NE (2017)
 AC7926
 AC7926                         *CURRENT SURVEY CONTROL
 AC7926  ______________________________________________________________________
 AC7926* NAD 83(2011) POSITION- 45 43 23.50362(N) 099 05 51.62061(W)   ADJUSTED
 AC7926* NAD 83(2011) ELLIP HT-   576.348 (meters)        (06/27/12)   ADJUSTED
 AC7926* NAD 83(2011) EPOCH   -  2010.00
 AC7926* NAVD 88 ORTHO HEIGHT -   599.7   (meters)     1968.    (feet) GPS OBS
 AC7926  ______________________________________________________________________
 AC7926  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7926  GEOID HEIGHT    -        -23.304 (meters)                     GEOID96
 AC7926  GEOID HEIGHT    -        -23.478 (meters)                     GEOID18
 AC7926  NAD 83(2011) X  -   -705,332.930 (meters)                     COMP
 AC7926  NAD 83(2011) Y  - -4,404,686.422 (meters)                     COMP
 AC7926  NAD 83(2011) Z  -  4,544,234.648 (meters)                     COMP
 AC7926  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 AC7926
 AC7926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7926  Standards:
 AC7926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7926  -------------------------------------------------------------------
 AC7926  NETWORK    0.51   2.53           0.24   0.16   1.29      0.05986375
 AC7926  -------------------------------------------------------------------
 AC7926  Click here for local accuracies and other accuracy information.
 AC7926
 AC7926.The horizontal coordinates were established by GPS observations
 AC7926.and adjusted by the National Geodetic Survey in June 2012.
 AC7926
 AC7926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7926.been affixed to the stable North American tectonic plate. See 
 AC7926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7926
 AC7926.The horizontal coordinates are valid at the epoch date displayed above
 AC7926.which is a decimal equivalence of Year/Month/Day.
 AC7926
 AC7926.The orthometric height was determined by GPS observations and a
 AC7926.high-resolution geoid model.
 AC7926
 AC7926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7926.GEOID18 height accuracy estimate available here.
 AC7926
 AC7926.Click photographs - Photos may exist for this station.
 AC7926
 AC7926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7926
 AC7926.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7926
 AC7926.The ellipsoidal height was determined by GPS observations
 AC7926.and is referenced to NAD 83.
 AC7926
 AC7926. The following values were computed from the NAD 83(2011) position.
 AC7926
 AC7926;                    North         East     Units Scale Factor Converg.
 AC7926;SPC SD N     -   210,406.047   670,244.102   MT  1.00000794   +0 38 19.0
 AC7926;SPC SD N     -   690,307.17  2,198,959.19   sFT  1.00000794   +0 38 19.0
 AC7926;UTM  14      - 5,063,297.995   492,399.376   MT  0.99960071   -0 04 11.8
 AC7926
 AC7926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7926!SPC SD N     -   0.99990965  x   1.00000794  =   0.99991759
 AC7926!UTM  14      -   0.99990965  x   0.99960071  =   0.99951040
 AC7926
 AC7926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9239963297(NAD 83)
 AC7926
 AC7926                          SUPERSEDED SURVEY CONTROL
 AC7926
 AC7926  NAD 83(2007)-  45 43 23.50359(N)    099 05 51.62141(W) AD(2002.00) 0
 AC7926  ELLIP H (02/10/07)  576.376  (m)                       GP(2002.00)    
 AC7926  ELLIP H (04/15/04)  576.393  (m)                       GP(       ) 2 1
 AC7926  NAD 83(1996)-  45 43 23.50299(N)    099 05 51.62093(W) AD(       ) B
 AC7926  ELLIP H (04/18/97)  576.426  (m)                       GP(       ) 4 1
 AC7926
 AC7926.Superseded values are not recommended for survey control.
 AC7926
 AC7926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7926.See file dsdata.pdf to determine how the superseded data were derived.
 AC7926
 AC7926_MARKER: Z = SEE DESCRIPTION
 AC7926_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7926_STAMPING: 10-251.19 1995
 AC7926_MARK LOGO: NGS
 AC7926_PROJECTION: FLUSH
 AC7926_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7926+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2001
 AC7926_ROD/PIPE-DEPTH: 6.4 meters
 AC7926_SLEEVE-DEPTH  : 1.8 meters
 AC7926
 AC7926  HISTORY     - Date     Condition        Report By
 AC7926  HISTORY     - 1994     MONUMENTED       SDDT
 AC7926  HISTORY     - 19960926 GOOD             SDDT
 AC7926  HISTORY     - 20010116 GOOD             DUCKS
 AC7926
 AC7926                          STATION DESCRIPTION
 AC7926
 AC7926'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7926'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF LEOLA, ON STATE
 AC7926'HIGHWAY 10.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7926'STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 10 IN LEOLA, GO
 AC7926'WEST ON STATE HIGHWAY 10 FOR 8.2 MILES (13.2 KM) TO THE JUNCTION OF
 AC7926'COUNTY ROAD 17 NORTH AND THE STATION ON THE LEFT.  THE STATION IS A
 AC7926'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7926'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 122.0 FT
 AC7926'(37.2 M) NORTH OF THE CENTER OF THE HIGHWAY, 46.0 FT (14.0 M) WEST OF
 AC7926'THE CENTER OF THE ROAD, 25.0 FT (7.6 M) NORTH OF THE CENTER OF A FIELD
 AC7926'ENTRANCE ROAD, 5.0 FT (1.5 M) EAST OF A FENCE, 1.0 FT (0.3 M) SOUTH OF
 AC7926'A WITNESS POST, AND 1.0 FT (0.3 M) NORTH OF A METAL GUARD POST.
 AC7926'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7926'A 4-INCH PVC CAP.
 AC7926
 AC7926                          STATION RECOVERY (2001)
 AC7926
 AC7926'RECOVERY NOTE BY DUCKS UNLIMITED 2001 (GLJ)
 AC7926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7948 ***********************************************************************
 AC7948  CBN         -  This is a Cooperative Base Network Control Station.
 AC7948  DESIGNATION -  10 267.30
 AC7948  PID         -  AC7948
 AC7948  STATE/COUNTY-  SD/MCPHERSON
 AC7948  COUNTRY     -  US
 AC7948  USGS QUAD   -  WETONKA NORTH (2017)
 AC7948
 AC7948                         *CURRENT SURVEY CONTROL
 AC7948  ______________________________________________________________________
 AC7948* NAD 83(2011) POSITION- 45 43 18.29122(N) 098 45 58.19454(W)   ADJUSTED
 AC7948* NAD 83(2011) ELLIP HT-   426.597 (meters)        (06/27/12)   ADJUSTED
 AC7948* NAD 83(2011) EPOCH   -  2010.00
 AC7948* NAVD 88 ORTHO HEIGHT -   450.6   (meters)     1478.    (feet) GPS OBS
 AC7948  ______________________________________________________________________
 AC7948  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7948  GEOID HEIGHT    -        -23.877 (meters)                     GEOID96
 AC7948  GEOID HEIGHT    -        -24.008 (meters)                     GEOID18
 AC7948  NAD 83(2011) X  -   -679,837.851 (meters)                     COMP
 AC7948  NAD 83(2011) Y  - -4,408,704.209 (meters)                     COMP
 AC7948  NAD 83(2011) Z  -  4,544,015.074 (meters)                     COMP
 AC7948  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 AC7948
 AC7948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7948  Standards:
 AC7948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7948  -------------------------------------------------------------------
 AC7948  NETWORK    0.92   2.57           0.42   0.32   1.31     -0.00793685
 AC7948  -------------------------------------------------------------------
 AC7948  Click here for local accuracies and other accuracy information.
 AC7948
 AC7948.The horizontal coordinates were established by GPS observations
 AC7948.and adjusted by the National Geodetic Survey in June 2012.
 AC7948
 AC7948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7948.been affixed to the stable North American tectonic plate. See 
 AC7948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7948
 AC7948.The horizontal coordinates are valid at the epoch date displayed above
 AC7948.which is a decimal equivalence of Year/Month/Day.
 AC7948
 AC7948.The orthometric height was determined by GPS observations and a
 AC7948.high-resolution geoid model.
 AC7948
 AC7948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7948.GEOID18 height accuracy estimate available here.
 AC7948
 AC7948.Click photographs - Photos may exist for this station.
 AC7948
 AC7948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7948
 AC7948.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7948
 AC7948.The ellipsoidal height was determined by GPS observations
 AC7948.and is referenced to NAD 83.
 AC7948
 AC7948. The following values were computed from the NAD 83(2011) position.
 AC7948
 AC7948;                    North         East     Units Scale Factor Converg.
 AC7948;SPC SD N     -   210,585.615   696,051.892   MT  1.00000764   +0 52 23.6
 AC7948;SPC SD N     -   690,896.31  2,283,630.25   sFT  1.00000764   +0 52 23.6
 AC7948;UTM  14      - 5,063,159.079   518,196.918   MT  0.99960407   +0 10 02.7
 AC7948
 AC7948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7948!SPC SD N     -   0.99993313  x   1.00000764  =   0.99994076
 AC7948!UTM  14      -   0.99993313  x   0.99960407  =   0.99953722
 AC7948
 AC7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1819663159(NAD 83)
 AC7948
 AC7948                          SUPERSEDED SURVEY CONTROL
 AC7948
 AC7948  NAD 83(2007)-  45 43 18.29119(N)    098 45 58.19537(W) AD(2002.00) 0
 AC7948  ELLIP H (02/10/07)  426.626  (m)                       GP(2002.00)    
 AC7948  ELLIP H (04/15/04)  426.644  (m)                       GP(       ) 2 1
 AC7948  NAD 83(1996)-  45 43 18.29064(N)    098 45 58.19483(W) AD(       ) B
 AC7948  ELLIP H (04/18/97)  426.673  (m)                       GP(       ) 4 1
 AC7948
 AC7948.Superseded values are not recommended for survey control.
 AC7948
 AC7948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7948.See file dsdata.pdf to determine how the superseded data were derived.
 AC7948
 AC7948_MARKER: Z = SEE DESCRIPTION
 AC7948_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7948_STAMPING: 10-267.30 1995
 AC7948_MARK LOGO: NGS
 AC7948_PROJECTION: FLUSH
 AC7948_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7948+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AC7948_ROD/PIPE-DEPTH: 12.8 meters
 AC7948_SLEEVE-DEPTH  : 1.8 meters
 AC7948
 AC7948  HISTORY     - Date     Condition        Report By
 AC7948  HISTORY     - 1994     MONUMENTED       SDDT
 AC7948  HISTORY     - 19960701 GOOD             NGS
 AC7948
 AC7948                          STATION DESCRIPTION
 AC7948
 AC7948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7948'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST OF LEOLA AND 3.2
 AC7948'KM (2.00 MI) WEST OF MCPHERSON/BROWN COUNTY LINE, ON STATE HIGHWAY 10.
 AC7948'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7948'JUNCTION OF STATE HIGHWAYS 10 AND 45 IN LEOLA, GO EAST ON STATE
 AC7948'HIGHWAY 10 FOR 13.0 KM (8.05 MI) TO THE JUNCTION OF COUNTY ROAD 23 AND
 AC7948'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7948'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7948'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 24.4 M (80.1 FT) SOUTH OF THE
 AC7948'HIGHWAY CENTERLINE, 18.3 M (60.0 FT) EAST OF THE ROAD CENTER, 7.5 M
 AC7948'(24.6 FT) NORTHEAST OF A UTILITY POLE, 0.9 M (3.0 FT) NORTH OF A FENCE
 AC7948'CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AC7948'SOUTH OF A METAL GUARD POST, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AC7948'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7948'AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7851 ***********************************************************************
 AC7851  CBN         -  This is a Cooperative Base Network Control Station.
 AC7851  DESIGNATION -  10 301.65
 AC7851  PID         -  AC7851
 AC7851  STATE/COUNTY-  SD/BROWN
 AC7851  COUNTRY     -  US
 AC7851  USGS QUAD   -  HOUGHTON (2017)
 AC7851
 AC7851                         *CURRENT SURVEY CONTROL
 AC7851  ______________________________________________________________________
 AC7851* NAD 83(2011) POSITION- 45 47 29.66086(N) 098 09 09.48374(W)   ADJUSTED
 AC7851* NAD 83(2011) ELLIP HT-   369.827 (meters)        (06/27/12)   ADJUSTED
 AC7851* NAD 83(2011) EPOCH   -  2010.00
 AC7851* NAVD 88 ORTHO HEIGHT -   394.8   (meters)     1295.    (feet) GPS OBS
 AC7851  ______________________________________________________________________
 AC7851  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7851  GEOID HEIGHT    -        -24.894 (meters)                     GEOID96
 AC7851  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 AC7851  NAD 83(2011) X  -   -631,796.698 (meters)                     COMP
 AC7851  NAD 83(2011) Y  - -4,410,188.037 (meters)                     COMP
 AC7851  NAD 83(2011) Z  -  4,549,389.508 (meters)                     COMP
 AC7851  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 AC7851
 AC7851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7851  Standards:
 AC7851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7851  -------------------------------------------------------------------
 AC7851  NETWORK    0.94   2.65           0.42   0.34   1.35      0.02372262
 AC7851  -------------------------------------------------------------------
 AC7851  Click here for local accuracies and other accuracy information.
 AC7851
 AC7851.The horizontal coordinates were established by GPS observations
 AC7851.and adjusted by the National Geodetic Survey in June 2012.
 AC7851
 AC7851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7851.been affixed to the stable North American tectonic plate. See 
 AC7851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7851
 AC7851.The horizontal coordinates are valid at the epoch date displayed above
 AC7851.which is a decimal equivalence of Year/Month/Day.
 AC7851
 AC7851.The orthometric height was determined by GPS observations and a
 AC7851.high-resolution geoid model.
 AC7851
 AC7851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7851.GEOID18 height accuracy estimate available here.
 AC7851
 AC7851.Click photographs - Photos may exist for this station.
 AC7851
 AC7851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7851
 AC7851.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7851
 AC7851.The ellipsoidal height was determined by GPS observations
 AC7851.and is referenced to NAD 83.
 AC7851
 AC7851. The following values were computed from the NAD 83(2011) position.
 AC7851
 AC7851;                    North         East     Units Scale Factor Converg.
 AC7851;SPC SD N     -   219,253.406   743,630.196   MT  1.00002269   +1 18 26.8
 AC7851;SPC SD N     -   719,333.88  2,439,726.73   sFT  1.00002269   +1 18 26.8
 AC7851;UTM  14      - 5,071,239.291   565,859.345   MT  0.99965332   +0 36 26.7
 AC7851
 AC7851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7851!SPC SD N     -   0.99994202  x   1.00002269  =   0.99996471
 AC7851!UTM  14      -   0.99994202  x   0.99965332  =   0.99959536
 AC7851
 AC7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6585971239(NAD 83)
 AC7851
 AC7851                          SUPERSEDED SURVEY CONTROL
 AC7851
 AC7851  NAD 83(2007)-  45 47 29.66079(N)    098 09 09.48461(W) AD(2002.00) 0
 AC7851  ELLIP H (02/10/07)  369.857  (m)                       GP(2002.00)    
 AC7851  ELLIP H (04/15/04)  369.882  (m)                       GP(       ) 2 1
 AC7851  NAD 83(1996)-  45 47 29.66017(N)    098 09 09.48408(W) AD(       ) B
 AC7851  ELLIP H (04/18/97)  369.895  (m)                       GP(       ) 4 1
 AC7851
 AC7851.Superseded values are not recommended for survey control.
 AC7851
 AC7851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7851.See file dsdata.pdf to determine how the superseded data were derived.
 AC7851
 AC7851_MARKER: Z = SEE DESCRIPTION
 AC7851_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7851_STAMPING: 10-301.65 1995
 AC7851_MARK LOGO: NGS
 AC7851_PROJECTION: FLUSH
 AC7851_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7851+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 AC7851_ROD/PIPE-DEPTH: 6.4 meters
 AC7851_SLEEVE-DEPTH  : 1.8 meters
 AC7851
 AC7851  HISTORY     - Date     Condition        Report By
 AC7851  HISTORY     - 1994     MONUMENTED       SDDT
 AC7851  HISTORY     - 19960924 GOOD             NGS
 AC7851
 AC7851                          STATION DESCRIPTION
 AC7851
 AC7851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7851'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF HECLA AND 3.0 MI
 AC7851'(4.8 KM) NORTHEAST OF HOUGHTON, ON STATE HIGHWAY 10.  OWNERSHIP--THE
 AC7851'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AC7851'HOUGHTON, GO EAST ON STATE HIGHWAY 10 FOR 4.75 MI (7.64 KM) TO THE
 AC7851'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7851'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7851'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.3 M (73.2 FT) SOUTH OF THE
 AC7851'CENTER OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST, AND
 AC7851'0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AC7851'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7877 ***********************************************************************
 AC7877  CBN         -  This is a Cooperative Base Network Control Station.
 AC7877  DESIGNATION -  10 317.46
 AC7877  PID         -  AC7877
 AC7877  STATE/COUNTY-  SD/MARSHALL
 AC7877  COUNTRY     -  US
 AC7877  USGS QUAD   -  BRITTON WEST (2017)
 AC7877
 AC7877                         *CURRENT SURVEY CONTROL
 AC7877  ______________________________________________________________________
 AC7877* NAD 83(2011) POSITION- 45 47 29.34323(N) 097 49 23.77080(W)   ADJUSTED
 AC7877* NAD 83(2011) ELLIP HT-   370.116 (meters)        (06/27/12)   ADJUSTED
 AC7877* NAD 83(2011) EPOCH   -  2010.00
 AC7877* NAVD 88 ORTHO HEIGHT -   395.4   (meters)     1297.    (feet) GPS OBS
 AC7877  ______________________________________________________________________
 AC7877  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7877  GEOID HEIGHT    -        -25.164 (meters)                     GEOID96
 AC7877  GEOID HEIGHT    -        -25.330 (meters)                     GEOID18
 AC7877  NAD 83(2011) X  -   -606,435.423 (meters)                     COMP
 AC7877  NAD 83(2011) Y  - -4,413,754.196 (meters)                     COMP
 AC7877  NAD 83(2011) Z  -  4,549,382.877 (meters)                     COMP
 AC7877  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AC7877
 AC7877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7877  Standards:
 AC7877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7877  -------------------------------------------------------------------
 AC7877  NETWORK    0.85   2.43           0.38   0.31   1.24     -0.05590106
 AC7877  -------------------------------------------------------------------
 AC7877  Click here for local accuracies and other accuracy information.
 AC7877
 AC7877.The horizontal coordinates were established by GPS observations
 AC7877.and adjusted by the National Geodetic Survey in June 2012.
 AC7877
 AC7877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7877.been affixed to the stable North American tectonic plate. See 
 AC7877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7877
 AC7877.The horizontal coordinates are valid at the epoch date displayed above
 AC7877.which is a decimal equivalence of Year/Month/Day.
 AC7877
 AC7877.The orthometric height was determined by GPS observations and a
 AC7877.high-resolution geoid model.
 AC7877
 AC7877.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7877.GEOID18 height accuracy estimate available here.
 AC7877
 AC7877.Click photographs - Photos may exist for this station.
 AC7877
 AC7877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7877
 AC7877.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7877
 AC7877.The ellipsoidal height was determined by GPS observations
 AC7877.and is referenced to NAD 83.
 AC7877
 AC7877. The following values were computed from the NAD 83(2011) position.
 AC7877
 AC7877;                    North         East     Units Scale Factor Converg.
 AC7877;SPC SD N     -   219,880.033   769,232.419   MT  1.00002267   +1 32 26.0
 AC7877;SPC SD N     -   721,389.74  2,523,723.36   sFT  1.00002267   +1 32 26.0
 AC7877;UTM  14      - 5,071,553.641   591,458.446   MT  0.99970283   +0 50 36.8
 AC7877
 AC7877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7877!SPC SD N     -   0.99994198  x   1.00002267  =   0.99996465
 AC7877!UTM  14      -   0.99994198  x   0.99970283  =   0.99964483
 AC7877
 AC7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9145871553(NAD 83)
 AC7877
 AC7877                          SUPERSEDED SURVEY CONTROL
 AC7877
 AC7877  NAD 83(2007)-  45 47 29.34315(N)    097 49 23.77168(W) AD(2002.00) 0
 AC7877  ELLIP H (02/10/07)  370.146  (m)                       GP(2002.00)    
 AC7877  ELLIP H (04/15/04)  370.177  (m)                       GP(       ) 2 1
 AC7877  NAD 83(1996)-  45 47 29.34250(N)    097 49 23.77118(W) AD(       ) B
 AC7877  ELLIP H (04/18/97)  370.180  (m)                       GP(       ) 4 1
 AC7877
 AC7877.Superseded values are not recommended for survey control.
 AC7877
 AC7877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7877.See file dsdata.pdf to determine how the superseded data were derived.
 AC7877
 AC7877_MARKER: Z = SEE DESCRIPTION
 AC7877_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7877_STAMPING: 10-317.46 1995
 AC7877_MARK LOGO: NGS
 AC7877_PROJECTION: FLUSH
 AC7877_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7877+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 AC7877_ROD/PIPE-DEPTH: 6.4 meters
 AC7877_SLEEVE-DEPTH  : 1.8 meters
 AC7877
 AC7877  HISTORY     - Date     Condition        Report By
 AC7877  HISTORY     - 1995     MONUMENTED       SDDT
 AC7877  HISTORY     - 19960925 GOOD             SDDT
 AC7877
 AC7877                          STATION DESCRIPTION
 AC7877
 AC7877'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7877'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF BRITTON, ON STATE
 AC7877'HIGHWAY 10.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7877'STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 WEST AND 27 SOUTH IN
 AC7877'BRITTON, GO WEST ON STATE HIGHWAY 10 FOR 3.6 MI (5.8 KM) TO THE
 AC7877'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7877'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7877'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 47.0 FT (14.3 M) NORTH OF THE
 AC7877'CENTER OF THE HIGHWAY, 15.0 FT (4.6 M) WEST OF THE CENTER OF A FIELD
 AC7877'ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST AND FENCE CORNER, AND
 AC7877'1.0 FT (0.3 M) NORTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7877'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9587 ***********************************************************************
 AE9587  DESIGNATION -  10 CWH
 AE9587  PID         -  AE9587
 AE9587  STATE/COUNTY-  SD/WALWORTH
 AE9587  COUNTRY     -  US
 AE9587  USGS QUAD   -  SPRING LAKE (2017)
 AE9587
 AE9587                         *CURRENT SURVEY CONTROL
 AE9587  ______________________________________________________________________
 AE9587* NAD 83(1986) POSITION- 45 26 57.     (N) 099 47 24.     (W)   SCALED
 AE9587* NAVD 88 ORTHO HEIGHT -   617.038 (meters)     2024.40  (feet) ADJUSTED
 AE9587  ______________________________________________________________________
 AE9587  GEOID HEIGHT    -        -22.585 (meters)                     GEOID18
 AE9587  DYNAMIC HEIGHT  -        616.966 (meters)     2024.16  (feet) COMP
 AE9587  MODELED GRAVITY -    980,479.1   (mgal)                       NAVD 88
 AE9587
 AE9587  VERT ORDER      -  FIRST     CLASS II
 AE9587
 AE9587.The horizontal coordinates were scaled from a map and have
 AE9587.an estimated accuracy of +/- 6 seconds.
 AE9587
 AE9587.The orthometric height was determined by differential leveling and
 AE9587.adjusted by the NATIONAL GEODETIC SURVEY
 AE9587.in July 1998.
 AE9587
 AE9587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9587.GEOID18 height accuracy estimate available here.
 AE9587
 AE9587.Click photographs - Photos may exist for this station.
 AE9587
 AE9587.The dynamic height is computed by dividing the NAVD 88
 AE9587.geopotential number by the normal gravity value computed on the
 AE9587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9587.degrees latitude (g = 980.6199 gals.).
 AE9587
 AE9587.The modeled gravity was interpolated from observed gravity values.
 AE9587
 AE9587;                    North         East    Units  Estimated Accuracy
 AE9587;SPC SD N     -   179,580.      616,430.      MT  (+/- 180 meters Scaled)
 AE9587
 AE9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR382331(NAD 83)
 AE9587
 AE9587                          SUPERSEDED SURVEY CONTROL
 AE9587
 AE9587.No superseded survey control is available for this station.
 AE9587
 AE9587_MARKER: DD = SURVEY DISK
 AE9587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE9587+WITH SETTING: INFORMATION.
 AE9587_STAMPING: 10 CWH 1974
 AE9587_MARK LOGO: USGS
 AE9587_PROJECTION: FLUSH
 AE9587_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9587+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9587
 AE9587  HISTORY     - Date     Condition        Report By
 AE9587  HISTORY     - 1974     MONUMENTED       USGS
 AE9587  HISTORY     - 19970313 GOOD             NGS
 AE9587
 AE9587                          STATION DESCRIPTION
 AE9587
 AE9587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9587'11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9587'STATE HIGHWAY 47 IN BOWDLE, 47.8 M (156.8 FT) NORTH OF MILEPOST 226,
 AE9587'30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT)
 AE9587'WEST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 47 LEADING SOUTH AND
 AE9587'A TRACK ROAD, 9.8 M (32.2 FT) EAST OF A UTILITY POLE WITH A GUY CABLE,
 AE9587'5.8 M (19.0 FT) NORTHWEST OF THE WEST END OF A CULVERT, 1.2 M (3.9 FT)
 AE9587'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A SURVEY
 AE9587'MARKER SIGN, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST. NOTE--THE
 AE9587'DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND
 AE9587'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0674 ***********************************************************************
 OR0674  DESIGNATION -  10 FG
 OR0674  PID         -  OR0674
 OR0674  STATE/COUNTY-  SD/GREGORY
 OR0674  COUNTRY     -  US
 OR0674  USGS QUAD   -  LUCAS SE (2017)
 OR0674
 OR0674                         *CURRENT SURVEY CONTROL
 OR0674  ______________________________________________________________________
 OR0674* NAD 83(1986) POSITION- 43 15 16.     (N) 099 02 14.     (W)   SCALED
 OR0674* NAVD 88 ORTHO HEIGHT -   608.690 (meters)     1997.01  (feet) ADJUSTED
 OR0674  ______________________________________________________________________
 OR0674  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0674  DYNAMIC HEIGHT  -        608.486 (meters)     1996.34  (feet) COMP
 OR0674  MODELED GRAVITY -    980,264.9   (mgal)                       NAVD 88
 OR0674
 OR0674  VERT ORDER      -  FIRST     CLASS II
 OR0674
 OR0674.The horizontal coordinates were scaled from a map and have
 OR0674.an estimated accuracy of +/- 6 seconds.
 OR0674
 OR0674.The orthometric height was determined by differential leveling and
 OR0674.adjusted by the NATIONAL GEODETIC SURVEY
 OR0674.in June 1991.
 OR0674
 OR0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0674.GEOID18 height accuracy estimate available here.
 OR0674
 OR0674.Click photographs - Photos may exist for this station.
 OR0674
 OR0674.The dynamic height is computed by dividing the NAVD 88
 OR0674.geopotential number by the normal gravity value computed on the
 OR0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0674.degrees latitude (g = 980.6199 gals.).
 OR0674
 OR0674.The modeled gravity was interpolated from observed gravity values.
 OR0674
 OR0674;                    North         East    Units  Estimated Accuracy
 OR0674;SPC SD S     -   103,150.      705,240.      MT  (+/- 180 meters Scaled)
 OR0674
 OR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN969890(NAD 83)
 OR0674
 OR0674                          SUPERSEDED SURVEY CONTROL
 OR0674
 OR0674  NGVD 29 (??/??/92)  608.360  (m)         1995.93   (f) ADJ UNCH    1 2
 OR0674
 OR0674.Superseded values are not recommended for survey control.
 OR0674
 OR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0674.See file dsdata.pdf to determine how the superseded data were derived.
 OR0674
 OR0674_MARKER: DD = SURVEY DISK
 OR0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0674_STAMPING: 10 FT 1946 1996
 OR0674_MARK LOGO: USGS
 OR0674_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0674+STABILITY: SURFACE MOTION
 OR0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0674+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0674
 OR0674  HISTORY     - Date     Condition        Report By
 OR0674  HISTORY     - 1946     MONUMENTED       USGS
 OR0674  HISTORY     - 1949     GOOD             CGS
 OR0674  HISTORY     - 20120115 GOOD             INDIV
 OR0674
 OR0674                          STATION DESCRIPTION
 OR0674
 OR0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0674'16.2 MI NW FROM BONESTEEL.
 OR0674'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0674'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0674'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD,
 OR0674'THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5 MILES
 OR0674'NORTH ALONG A DIRT ROAD, THENCE 5.6 MILES NORTHWEST ALONG A DIRT
 OR0674'ROAD, 2.1 MILES NORTHERLY ALONG A FIELD ROAD FROM A CATTLE GUARD
 OR0674'AT A FARMHOUSE, ALONG A NORTHWEST-SOUTHEAST FENCE, 18 FEET
 OR0674'NORTHWEST OF THE CENTER LINE OF A GATE, 14 FEET WEST OF THE CENTER
 OR0674'LINE OF THE ROAD, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF
 OR0674'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OR0674'FOOT ABOVE THE GROUND.
 OR0674
 OR0674                          STATION RECOVERY (2012)
 OR0674
 OR0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0654 ***********************************************************************
 OS0654  DESIGNATION -  10 JCL RESET
 OS0654  PID         -  OS0654
 OS0654  STATE/COUNTY-  SD/JONES
 OS0654  COUNTRY     -  US
 OS0654  USGS QUAD   -  OKATON NE (2017)
 OS0654
 OS0654                         *CURRENT SURVEY CONTROL
 OS0654  ______________________________________________________________________
 OS0654* NAD 83(1986) POSITION- 43 52 46.     (N) 100 51 18.     (W)   SCALED
 OS0654* NAVD 88 ORTHO HEIGHT -   707.377 (meters)     2320.79  (feet) ADJUSTED
 OS0654  ______________________________________________________________________
 OS0654  GEOID HEIGHT    -        -23.768 (meters)                     GEOID18
 OS0654  DYNAMIC HEIGHT  -        707.144 (meters)     2320.02  (feet) COMP
 OS0654  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 OS0654
 OS0654  VERT ORDER      -  FIRST     CLASS II
 OS0654
 OS0654.The horizontal coordinates were scaled from a map and have
 OS0654.an estimated accuracy of +/- 6 seconds.
 OS0654
 OS0654.The orthometric height was determined by differential leveling and
 OS0654.adjusted by the NATIONAL GEODETIC SURVEY
 OS0654.in June 1991.
 OS0654
 OS0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0654.GEOID18 height accuracy estimate available here.
 OS0654
 OS0654.Click photographs - Photos may exist for this station.
 OS0654
 OS0654.The dynamic height is computed by dividing the NAVD 88
 OS0654.geopotential number by the normal gravity value computed on the
 OS0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0654.degrees latitude (g = 980.6199 gals.).
 OS0654
 OS0654.The modeled gravity was interpolated from observed gravity values.
 OS0654
 OS0654;                    North         East    Units  Estimated Accuracy
 OS0654;SPC SD S     -   171,890.      558,080.      MT  (+/- 180 meters Scaled)
 OS0654
 OS0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP509601(NAD 83)
 OS0654
 OS0654                          SUPERSEDED SURVEY CONTROL
 OS0654
 OS0654.No superseded survey control is available for this station.
 OS0654
 OS0654_MARKER: DD = SURVEY DISK
 OS0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0654_STAMPING: 10 JCL 1948 RESET
 OS0654_MARK LOGO: USGS
 OS0654_PROJECTION: PROJECTING 12 CENTIMETERS
 OS0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0654+STABILITY: SURFACE MOTION
 OS0654
 OS0654  HISTORY     - Date     Condition        Report By
 OS0654  HISTORY     - UNK      MONUMENTED       USGS
 OS0654  HISTORY     - 1985     GOOD             NGS
 OS0654
 OS0654                          STATION DESCRIPTION
 OS0654
 OS0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0654'3.1 KM (1.9 MI) EAST FROM OKATON.
 OS0654'3.09 KM (1.92 MI) EAST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0654'OF I 90 EXIT 183 AT OKATON, IN TOP OF THE EAST END OF A LOW CUT, 0.13
 OS0654'KM (0.08 MI) WEST OF THE BOTTOM OF A DRAW, 0.81 KM (0.50 MI) WEST OF
 OS0654'THE JUNCTION OF A GRAVEL ROAD, 30.0 METERS (98.5 FT) NORTH OF THE
 OS0654'CENTER OF THE ROAD, 6.2 METERS (20.5 FT) WEST OF A T JUNCTION IN THE
 OS0654'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY
 OS0654'FENCE.
 OS0654'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0654'THE MARK IS 2.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0865 ***********************************************************************
 PU0865  DESIGNATION -  10 PCL
 PU0865  PID         -  PU0865
 PU0865  STATE/COUNTY-  SD/MEADE
 PU0865  COUNTRY     -  US
 PU0865  USGS QUAD   -  STONEVILLE (2017)
 PU0865
 PU0865                         *CURRENT SURVEY CONTROL
 PU0865  ______________________________________________________________________
 PU0865* NAD 83(1986) POSITION- 44 44 01.     (N) 102 40 29.     (W)   SCALED
 PU0865* NAVD 88 ORTHO HEIGHT -   896.963 (meters)     2942.79  (feet) ADJUSTED
 PU0865  ______________________________________________________________________
 PU0865  GEOID HEIGHT    -        -17.984 (meters)                     GEOID18
 PU0865  DYNAMIC HEIGHT  -        896.745 (meters)     2942.07  (feet) COMP
 PU0865  MODELED GRAVITY -    980,343.8   (mgal)                       NAVD 88
 PU0865
 PU0865  VERT ORDER      -  SECOND    CLASS 0
 PU0865
 PU0865.The horizontal coordinates were scaled from a map and have
 PU0865.an estimated accuracy of +/- 6 seconds.
 PU0865
 PU0865.The orthometric height was determined by differential leveling and
 PU0865.adjusted by the NATIONAL GEODETIC SURVEY
 PU0865.in June 1991.
 PU0865
 PU0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0865.GEOID18 height accuracy estimate available here.
 PU0865
 PU0865.Click photographs - Photos may exist for this station.
 PU0865
 PU0865.The dynamic height is computed by dividing the NAVD 88
 PU0865.geopotential number by the normal gravity value computed on the
 PU0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0865.degrees latitude (g = 980.6199 gals.).
 PU0865
 PU0865.The modeled gravity was interpolated from observed gravity values.
 PU0865
 PU0865;                    North         East    Units  Estimated Accuracy
 PU0865;SPC SD N     -   103,540.      388,180.      MT  (+/- 180 meters Scaled)
 PU0865
 PU0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK841559(NAD 83)
 PU0865
 PU0865                          SUPERSEDED SURVEY CONTROL
 PU0865
 PU0865  NGVD 29 (??/??/92)  896.494  (m)         2941.25   (f) ADJ UNCH    2 0
 PU0865
 PU0865.Superseded values are not recommended for survey control.
 PU0865
 PU0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0865.See file dsdata.pdf to determine how the superseded data were derived.
 PU0865
 PU0865_MARKER: DD = SURVEY DISK
 PU0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0865_STAMPING: 10 PCL 2242 1958
 PU0865_MARK LOGO: USGS
 PU0865_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0865+STABILITY: SURFACE MOTION
 PU0865
 PU0865  HISTORY     - Date     Condition        Report By
 PU0865  HISTORY     - 1958     MONUMENTED       USGS
 PU0865  HISTORY     - 1962     GOOD             CGS
 PU0865
 PU0865                          STATION DESCRIPTION
 PU0865
 PU0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0865'1 MI W FROM STONEVILLE.
 PU0865'1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0865'AT THE INTERSECTION OF A NORTH-SOUTH TRACK ROAD, 50 FEET NORTH
 PU0865'OF THE CENTER LINE OF THE ROAD, 40 FEET WEST OF THE CENTER LINE
 PU0865'OF THE ROAD NORTH, 11 FEET NORTHWEST OF A FENCE CORNER, 6.6 FEET
 PU0865'NORTH OF A FENCE, 1 1/2 FEET SOUTH OF A POWER POLE, 0.8 FOOT
 PU0865'NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD AND
 PU0865'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1043 ***********************************************************************
 OS1043  DESIGNATION -  10 SJS
 OS1043  PID         -  OS1043
 OS1043  STATE/COUNTY-  SD/BENNETT
 OS1043  COUNTRY     -  US
 OS1043  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1043
 OS1043                         *CURRENT SURVEY CONTROL
 OS1043  ______________________________________________________________________
 OS1043* NAD 83(1986) POSITION- 43 12 55.     (N) 101 34 56.     (W)   SCALED
 OS1043* NAVD 88 ORTHO HEIGHT -   927.651 (meters)     3043.47  (feet) ADJUSTED
 OS1043  ______________________________________________________________________
 OS1043  GEOID HEIGHT    -        -20.188 (meters)                     GEOID18
 OS1043  DYNAMIC HEIGHT  -        927.272 (meters)     3042.22  (feet) COMP
 OS1043  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 OS1043
 OS1043  VERT ORDER      -  FIRST     CLASS II
 OS1043
 OS1043.The horizontal coordinates were scaled from a map and have
 OS1043.an estimated accuracy of +/- 6 seconds.
 OS1043
 OS1043.The orthometric height was determined by differential leveling and
 OS1043.adjusted by the NATIONAL GEODETIC SURVEY
 OS1043.in June 1994.
 OS1043
 OS1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1043.GEOID18 height accuracy estimate available here.
 OS1043
 OS1043.Click photographs - Photos may exist for this station.
 OS1043
 OS1043.The dynamic height is computed by dividing the NAVD 88
 OS1043.geopotential number by the normal gravity value computed on the
 OS1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1043.degrees latitude (g = 980.6199 gals.).
 OS1043
 OS1043.The modeled gravity was interpolated from observed gravity values.
 OS1043
 OS1043;                    North         East    Units  Estimated Accuracy
 OS1043;SPC SD S     -    98,740.      498,530.      MT  (+/- 180 meters Scaled)
 OS1043
 OS1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN902879(NAD 83)
 OS1043
 OS1043                          SUPERSEDED SURVEY CONTROL
 OS1043
 OS1043.No superseded survey control is available for this station.
 OS1043
 OS1043_MARKER: DD = SURVEY DISK
 OS1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1043_STAMPING: 10 SJS 1975
 OS1043_MARK LOGO: USGS
 OS1043_PROJECTION: RECESSED 5 CENTIMETERS
 OS1043_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1043+STABILITY: SURFACE MOTION
 OS1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1043+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1043
 OS1043  HISTORY     - Date     Condition        Report By
 OS1043  HISTORY     - 1975     MONUMENTED       USGS
 OS1043  HISTORY     - 19930929 GOOD             NGS
 OS1043  HISTORY     - 20121204 GOOD             INDIV
 OS1043
 OS1043                          STATION DESCRIPTION
 OS1043
 OS1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1043'13.8 KM (8.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1043'OF STATE HIGHWAY 73 IN MARTIN, 0.8 KM (0.50 MI) EAST OF MILEPOST 157,
 OS1043'30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.9 M (52.2 FT)
 OS1043'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 OS1043'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 OS1043'FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OS1043'SURFACE.
 OS1043
 OS1043                          STATION RECOVERY (2012)
 OS1043
 OS1043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0263 ***********************************************************************
 OR0263  DESIGNATION -  1005
 OR0263  PID         -  OR0263
 OR0263  STATE/COUNTY-  SD/CHARLES MIX
 OR0263  COUNTRY     -  US
 OR0263  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0263
 OR0263                         *CURRENT SURVEY CONTROL
 OR0263  ______________________________________________________________________
 OR0263* NAD 83(1986) POSITION- 43 03 18.     (N) 098 32 12.     (W)   SCALED
 OR0263* NAVD 88 ORTHO HEIGHT -   394.018 (meters)     1292.71  (feet) ADJUSTED
 OR0263  ______________________________________________________________________
 OR0263  GEOID HEIGHT    -        -26.235 (meters)                     GEOID18
 OR0263  DYNAMIC HEIGHT  -        393.886 (meters)     1292.27  (feet) COMP
 OR0263  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OR0263
 OR0263  VERT ORDER      -  FIRST     CLASS II
 OR0263
 OR0263.The horizontal coordinates were scaled from a map and have
 OR0263.an estimated accuracy of +/- 6 seconds.
 OR0263
 OR0263.The orthometric height was determined by differential leveling and
 OR0263.adjusted by the NATIONAL GEODETIC SURVEY
 OR0263.in June 1991.
 OR0263
 OR0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0263.GEOID18 height accuracy estimate available here.
 OR0263
 OR0263.Click photographs - Photos may exist for this station.
 OR0263
 OR0263.The dynamic height is computed by dividing the NAVD 88
 OR0263.geopotential number by the normal gravity value computed on the
 OR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0263.degrees latitude (g = 980.6199 gals.).
 OR0263
 OR0263.The modeled gravity was interpolated from observed gravity values.
 OR0263
 OR0263;                    North         East    Units  Estimated Accuracy
 OR0263;SPC SD S     -    81,750.      746,350.      MT  (+/- 180 meters Scaled)
 OR0263
 OR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN377670(NAD 83)
 OR0263
 OR0263                          SUPERSEDED SURVEY CONTROL
 OR0263
 OR0263  NGVD 29 (??/??/92)  393.713  (m)         1291.71   (f) ADJ UNCH    1 2
 OR0263
 OR0263.Superseded values are not recommended for survey control.
 OR0263
 OR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0263.See file dsdata.pdf to determine how the superseded data were derived.
 OR0263
 OR0263_MARKER: B = BOLT
 OR0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OR0263_SP_SET: CONCRETE BASE
 OR0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0263
 OR0263  HISTORY     - Date     Condition        Report By
 OR0263  HISTORY     - UNK      MONUMENTED       USACE
 OR0263  HISTORY     - 1949     GOOD             CGS
 OR0263  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0263  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0263
 OR0263                          STATION DESCRIPTION
 OR0263
 OR0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0263'AT PICKSTOWN.
 OR0263'AT PICKSTOWN, 0.9 MILE SOUTH ALONG MISSOURI DRIVE FROM THE
 OR0263'JUNCTION OF MISSOURI DRIVE AND THE ACCESS HIGHWAY, THENCE 0.4
 OR0263'MILE SOUTHWEST ALONG THE PUMPING STATION ACCESS ROAD, ABOUT 300.0
 OR0263'FEET NORTH OF A CREEK BED, AT THE FOOT OF A HILL, IN A DRAW
 OR0263'SURROUNDED BY HILLS ON THE NORTHWEST, NORTHEAST AND SOUTHEAST
 OR0263'SIDES, ABOUT 700.0 FEET NORTHEAST OF THE PUMPING STATION ACCESS
 OR0263'ROAD, 195.4 FEET NORTHEAST OF BENCH MARK 1006 (C. OF E.), 11.0
 OR0263'FEET NORTH OF A GUARD POST, 10.0 FEET EAST OF A GUARD POST, 11.0
 OR0263'FEET SOUTH OF A GUARD POST, 11.0 FEET WEST OF A GUARD POST, THE
 OR0263'TOP OF AN IRON BOLT WELDED ON THE TOP OF A 42 FOOT SECTION OF
 OR0263'RAILROAD RAIL WHICH IS SET IN A CONCRETE BASE AND WHICH IS
 OR0263'SURROUNDED BY AN 8 INCH IRON PIPE WITH A SCREW CAP.  THE PIPE IS
 OR0263'FILLED WITH SAND AND OIL AND PROJECTS 1.0 FOOT ABOVE THE GROUND.
 OR0263
 OR0263                          STATION RECOVERY (1962)
 OR0263
 OR0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0263'MARK NOT FOUND.
 OR0263
 OR0263                          STATION RECOVERY (2013)
 OR0263
 OR0263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0264 ***********************************************************************
 OR0264  DESIGNATION -  1006
 OR0264  PID         -  OR0264
 OR0264  STATE/COUNTY-  SD/CHARLES MIX
 OR0264  COUNTRY     -  US
 OR0264  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0264
 OR0264                         *CURRENT SURVEY CONTROL
 OR0264  ______________________________________________________________________
 OR0264* NAD 83(1986) POSITION- 43 03 18.     (N) 098 32 09.     (W)   SCALED
 OR0264* NAVD 88 ORTHO HEIGHT -   393.657 (meters)     1291.52  (feet) ADJUSTED
 OR0264  ______________________________________________________________________
 OR0264  GEOID HEIGHT    -        -26.235 (meters)                     GEOID18
 OR0264  DYNAMIC HEIGHT  -        393.525 (meters)     1291.09  (feet) COMP
 OR0264  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OR0264
 OR0264  VERT ORDER      -  FIRST     CLASS II
 OR0264
 OR0264.The horizontal coordinates were scaled from a map and have
 OR0264.an estimated accuracy of +/- 6 seconds.
 OR0264
 OR0264.The orthometric height was determined by differential leveling and
 OR0264.adjusted by the NATIONAL GEODETIC SURVEY
 OR0264.in June 1991.
 OR0264
 OR0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0264.GEOID18 height accuracy estimate available here.
 OR0264
 OR0264.Click photographs - Photos may exist for this station.
 OR0264
 OR0264.The dynamic height is computed by dividing the NAVD 88
 OR0264.geopotential number by the normal gravity value computed on the
 OR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0264.degrees latitude (g = 980.6199 gals.).
 OR0264
 OR0264.The modeled gravity was interpolated from observed gravity values.
 OR0264
 OR0264;                    North         East    Units  Estimated Accuracy
 OR0264;SPC SD S     -    81,760.      746,420.      MT  (+/- 180 meters Scaled)
 OR0264
 OR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN377670(NAD 83)
 OR0264
 OR0264                          SUPERSEDED SURVEY CONTROL
 OR0264
 OR0264  NGVD 29 (??/??/92)  393.352  (m)         1290.52   (f) ADJ UNCH    1 2
 OR0264
 OR0264.Superseded values are not recommended for survey control.
 OR0264
 OR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0264.See file dsdata.pdf to determine how the superseded data were derived.
 OR0264
 OR0264_MARKER: B = BOLT
 OR0264_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OR0264+WITH SETTING: INFORMATION.
 OR0264_PROJECTION: PROJECTING 46 CENTIMETERS
 OR0264_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0264
 OR0264  HISTORY     - Date     Condition        Report By
 OR0264  HISTORY     - UNK      MONUMENTED       USACE
 OR0264  HISTORY     - 1949     GOOD             CGS
 OR0264  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0264  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0264
 OR0264                          STATION DESCRIPTION
 OR0264
 OR0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0264'AT PICKSTOWN.
 OR0264'AT PICKSTOWN, 0.9 MILE SOUTH ALONG MISSOURI DRIVE FROM THE
 OR0264'JUNCTION OF MISSOURI DRIVE WITH THE ACCESS HIGHWAY, THENCE 0.4
 OR0264'MILE SOUTHWEST ALONG THE PUMPING STATION ACCESS ROAD, ABOUT 300.0
 OR0264'FEET NORTHWEST OF A CREEK BED, IN A DRAW SURROUNDED BY HILLS ON
 OR0264'THE NORTHWEST, NORTHEAST AND SOUTHEAST SIDES, ABOUT 511.0 FEET
 OR0264'NORTHEAST OF THE PUMPING STATION ACCESS ROAD, 298.0 FEET NORTHEAST
 OR0264'OF BENCH MARK 1007, 195.4 FEET SOUTHWEST OF BENCH MARK 1005,
 OR0264'10.8 FEET NORTH OF THE SOUTH GUARD POST, 11.4 FEET WEST OF THE
 OR0264'EAST GUARD POST, 11.4 FEET SOUTH OF THE NORTH GUARD POST, 10.8
 OR0264'FEET EAST OF THE WEST GUARD POST.  THE TOP OF AN IRON BOLT WELDED
 OR0264'ON THE TOP OF A 47-FOOT SECTION OF RAILROAD RAIL SET IN CONCRETE
 OR0264'AT THE BASE AND SURROUNDED BY AN 8-INCH IRON PIPE WITH A SCREW
 OR0264'CAP.  THE PIPE BEING FILLED WITH SAND AND OIL AND PROJECTING ABOUT
 OR0264'1.5 FEET ABOVE THE GROUND.
 OR0264
 OR0264                          STATION RECOVERY (1962)
 OR0264
 OR0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0264'MARK NOT FOUND.
 OR0264
 OR0264                          STATION RECOVERY (2013)
 OR0264
 OR0264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0265 ***********************************************************************
 OR0265  DESIGNATION -  1007
 OR0265  PID         -  OR0265
 OR0265  STATE/COUNTY-  SD/CHARLES MIX
 OR0265  COUNTRY     -  US
 OR0265  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0265
 OR0265                         *CURRENT SURVEY CONTROL
 OR0265  ______________________________________________________________________
 OR0265* NAD 83(1986) POSITION- 43 03 16.     (N) 098 32 07.     (W)   SCALED
 OR0265* NAVD 88 ORTHO HEIGHT -   393.315 (meters)     1290.40  (feet) ADJUSTED
 OR0265  ______________________________________________________________________
 OR0265  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 OR0265  DYNAMIC HEIGHT  -        393.183 (meters)     1289.97  (feet) COMP
 OR0265  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 OR0265
 OR0265  VERT ORDER      -  FIRST     CLASS II
 OR0265
 OR0265.The horizontal coordinates were scaled from a map and have
 OR0265.an estimated accuracy of +/- 6 seconds.
 OR0265
 OR0265.The orthometric height was determined by differential leveling and
 OR0265.adjusted by the NATIONAL GEODETIC SURVEY
 OR0265.in June 1991.
 OR0265
 OR0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0265.GEOID18 height accuracy estimate available here.
 OR0265
 OR0265.Click photographs - Photos may exist for this station.
 OR0265
 OR0265.The dynamic height is computed by dividing the NAVD 88
 OR0265.geopotential number by the normal gravity value computed on the
 OR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0265.degrees latitude (g = 980.6199 gals.).
 OR0265
 OR0265.The modeled gravity was interpolated from observed gravity values.
 OR0265
 OR0265;                    North         East    Units  Estimated Accuracy
 OR0265;SPC SD S     -    81,700.      746,470.      MT  (+/- 180 meters Scaled)
 OR0265
 OR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN378669(NAD 83)
 OR0265
 OR0265                          SUPERSEDED SURVEY CONTROL
 OR0265
 OR0265  NGVD 29 (??/??/92)  393.010  (m)         1289.40   (f) ADJ UNCH    1 2
 OR0265
 OR0265.Superseded values are not recommended for survey control.
 OR0265
 OR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0265.See file dsdata.pdf to determine how the superseded data were derived.
 OR0265
 OR0265_MARKER: B = BOLT
 OR0265_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OR0265+WITH SETTING: INFORMATION.
 OR0265_PROJECTION: PROJECTING 46 CENTIMETERS
 OR0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0265
 OR0265  HISTORY     - Date     Condition        Report By
 OR0265  HISTORY     - UNK      MONUMENTED       USACE
 OR0265  HISTORY     - 1949     GOOD             CGS
 OR0265  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0265  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0265
 OR0265                          STATION DESCRIPTION
 OR0265
 OR0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0265'AT PICKSTOWN.
 OR0265'AT PICKSTOWN, 0.9 MILE SOUTH ALONG MISSOURI DRIVE FROM THE JUNCTION
 OR0265'OF MISSOURI DRIVE WITH THE ACCESS HIGHWAY, THENCE 0.4 MILE
 OR0265'SOUTHWEST ALONG THE PUMPING STATION ACCESS ROAD, IN A DRAW
 OR0265'SURROUNDED BY HILLS ON THE NORTHWEST, NORTHEAST AND SOUTHEAST
 OR0265'SIDES, 213.0 FEET EAST OF THE CENTER LINE OF THE PUMPING STATION
 OR0265'ACCESS ROAD, 81.0 FEET NORTHWEST OF THE CENTER LINE OF A FIELD
 OR0265'ROAD, 66.0 FEET NORTHWEST OF A LONE FORKED TREE, 11.4 FEET
 OR0265'NORTH OF THE SOUTH GUARD POST, 11.2 FEET SOUTH OF THE NORTH GUARD
 OR0265'POST, 11.4 FEET NORTH OF THE SOUTH GUARD POST, 11.2 FEET SOUTH
 OR0265'OF THE NORTH GUARD POST, 11.0 FEET EAST OF THE WEST GUARD POST,
 OR0265'11.0 FEET WEST OF THE EAST GUARD POST, 298.0 FEET SOUTHWEST OF
 OR0265'BENCH MARK 1006.  THE TOP OF AN IRON BOLT WELDED ON THE TOP OF
 OR0265'A 52-FOOT SECTION OF RAILROAD RAIL SET IN CONCRETE AND SURROUNDED
 OR0265'BY AN 8-INCH IRON PIPE WITH A SCREW CAP.  THE PIPE BEING FILLED
 OR0265'WITH SAND AND OIL AND PROJECTING 1.5 FEET ABOVE THE GROUND.
 OR0265
 OR0265                          STATION RECOVERY (1962)
 OR0265
 OR0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0265'MARK NOT FOUND.
 OR0265
 OR0265                          STATION RECOVERY (2013)
 OR0265
 OR0265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0140 ***********************************************************************
 QQ0140  DESIGNATION -  1025
 QQ0140  PID         -  QQ0140
 QQ0140  STATE/COUNTY-  SD/ROBERTS
 QQ0140  COUNTRY     -  US
 QQ0140  USGS QUAD   -  PEEVER NE (2017)
 QQ0140
 QQ0140                         *CURRENT SURVEY CONTROL
 QQ0140  ______________________________________________________________________
 QQ0140* NAD 83(1986) POSITION- 45 37 41.     (N) 096 51 16.     (W)   SCALED
 QQ0140* NAVD 88 ORTHO HEIGHT -   312.753 (meters)     1026.09  (feet) ADJUSTED
 QQ0140  ______________________________________________________________________
 QQ0140  GEOID HEIGHT    -        -25.986 (meters)                     GEOID18
 QQ0140  DYNAMIC HEIGHT  -        312.740 (meters)     1026.05  (feet) COMP
 QQ0140  MODELED GRAVITY -    980,566.6   (mgal)                       NAVD 88
 QQ0140
 QQ0140  VERT ORDER      -  SECOND    CLASS 0
 QQ0140
 QQ0140.The horizontal coordinates were scaled from a map and have
 QQ0140.an estimated accuracy of +/- 6 seconds.
 QQ0140
 QQ0140.The orthometric height was determined by differential leveling and
 QQ0140.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0140.in June 1991.
 QQ0140
 QQ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0140.GEOID18 height accuracy estimate available here.
 QQ0140
 QQ0140.Click photographs - Photos may exist for this station.
 QQ0140
 QQ0140.The dynamic height is computed by dividing the NAVD 88
 QQ0140.geopotential number by the normal gravity value computed on the
 QQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0140.degrees latitude (g = 980.6199 gals.).
 QQ0140
 QQ0140.The modeled gravity was interpolated from observed gravity values.
 QQ0140
 QQ0140;                    North         East    Units  Estimated Accuracy
 QQ0140;SPC SD N     -   204,210.      845,230.      MT  (+/- 180 meters Scaled)
 QQ0140
 QQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR672549(NAD 83)
 QQ0140
 QQ0140                          SUPERSEDED SURVEY CONTROL
 QQ0140
 QQ0140  NGVD 29 (??/??/92)  312.52   (m)         1025.3    (f) COMPUTED    2 0
 QQ0140
 QQ0140.Superseded values are not recommended for survey control.
 QQ0140
 QQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0140.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0140
 QQ0140_MARKER: P = PIPE CAP
 QQ0140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0140_STAMPING: S DAK 1025
 QQ0140_MARK LOGO: USGS
 QQ0140_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0140
 QQ0140  HISTORY     - Date     Condition        Report By
 QQ0140  HISTORY     - UNK      MONUMENTED       USGS
 QQ0140  HISTORY     - 1934     GOOD             CGS
 QQ0140  HISTORY     - 20250331 MARK NOT FOUND   LOCSUR
 QQ0140
 QQ0140                          STATION DESCRIPTION
 QQ0140
 QQ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0140'3.2 MI NW FROM BROWNS VALLEY.
 QQ0140'IN ROBERTS COUNTY, SOUTH DAKOTA, 3.2 MILES NORTHWEST ALONG
 QQ0140'MINNESOTA STATE HIGHWAY 28 AND SOUTH DAKOTA STATE HIGHWAY
 QQ0140'10 FROM THE GREAT NORTHERN RAILWAY STATION AT BROWNS VALLEY,
 QQ0140'TRAVERSE COUNTY, MINNESOTA, 1.6 MILES NORTHWEST OF THE SOUTH
 QQ0140'DAKOTA-MINNESOTA STATE LINE, 0.35 MILE SOUTH OF BENCH MARK
 QQ0140'B 93 DESCRIBED BELOW, ON THE WEST BANK OF THE RIGHT-OF-WAY,
 QQ0140'IN LINE WITH A ROW OF POWER-POLES, AND NEAR POLE 1566-1/2.  A
 QQ0140'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED S DAK
 QQ0140'1025 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 QQ0140
 QQ0140                          STATION RECOVERY (2025)
 QQ0140
 QQ0140'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (GSK)
 QQ0140'MARK WAS NOT FOUND.  THERE ARE NEW POWER POLES IN NEW LOCATIONS FROM
 QQ0140'PREVIOUS DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0161 ***********************************************************************
 QQ0161  DESIGNATION -  1078
 QQ0161  PID         -  QQ0161
 QQ0161  STATE/COUNTY-  SD/ROBERTS
 QQ0161  COUNTRY     -  US
 QQ0161  USGS QUAD   -  ROSHOLT (2017)
 QQ0161
 QQ0161                         *CURRENT SURVEY CONTROL
 QQ0161  ______________________________________________________________________
 QQ0161* NAD 83(1986) POSITION- 45 52 00.     (N) 096 43 49.     (W)   SCALED
 QQ0161* NAVD 88 ORTHO HEIGHT -   328.675 (meters)     1078.33  (feet) ADJUSTED
 QQ0161  ______________________________________________________________________
 QQ0161  GEOID HEIGHT    -        -26.249 (meters)                     GEOID18
 QQ0161  DYNAMIC HEIGHT  -        328.671 (meters)     1078.31  (feet) COMP
 QQ0161  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QQ0161
 QQ0161  VERT ORDER      -  SECOND    CLASS 0
 QQ0161
 QQ0161.The horizontal coordinates were scaled from a map and have
 QQ0161.an estimated accuracy of +/- 6 seconds.
 QQ0161
 QQ0161.The orthometric height was determined by differential leveling and
 QQ0161.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0161.in June 1991.
 QQ0161
 QQ0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0161.GEOID18 height accuracy estimate available here.
 QQ0161
 QQ0161.Click photographs - Photos may exist for this station.
 QQ0161
 QQ0161.The dynamic height is computed by dividing the NAVD 88
 QQ0161.geopotential number by the normal gravity value computed on the
 QQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0161.degrees latitude (g = 980.6199 gals.).
 QQ0161
 QQ0161.The modeled gravity was interpolated from observed gravity values.
 QQ0161
 QQ0161;                    North         East    Units  Estimated Accuracy
 QQ0161;SPC SD N     -   231,090.      853,830.      MT  (+/- 180 meters Scaled)
 QQ0161
 QQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR761817(NAD 83)
 QQ0161
 QQ0161                          SUPERSEDED SURVEY CONTROL
 QQ0161
 QQ0161  NGVD 29 (??/??/92)  328.468  (m)         1077.65   (f) ADJ UNCH    2 0
 QQ0161
 QQ0161.Superseded values are not recommended for survey control.
 QQ0161
 QQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0161.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0161
 QQ0161_MARKER: P = PIPE CAP
 QQ0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0161_STAMPING: 1078 1915
 QQ0161_MARK LOGO: USGS
 QQ0161_PROJECTION: FLUSH
 QQ0161_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0161
 QQ0161  HISTORY     - Date     Condition        Report By
 QQ0161  HISTORY     - 1915     MONUMENTED       USGS
 QQ0161  HISTORY     - 1934     GOOD             CGS
 QQ0161  HISTORY     - 19950101 POOR             SDDENR
 QQ0161
 QQ0161                          STATION DESCRIPTION
 QQ0161
 QQ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0161'AT ROSHOLT.
 QQ0161'AT ROSHOLT, ROBERTS COUNTY, AT THE EAST END OF MAIN STREET, 36
 QQ0161'FEET NORTH OF THE CENTER LINE OF A T-ROAD, 27 FEET WEST OF THE
 QQ0161'CENTER LINE OF A COUNTY ROAD, AND 6 FEET SOUTHEAST OF THE
 QQ0161'SOUTHEAST CORNER OF ROSHOLT GARAGE.  A UNITED STATES GEOLOGICAL
 QQ0161'SURVEY STANDARD CAP, STAMPED 1078 1915 AND RIVETED ON THE TOP OF
 QQ0161'A 3-1/2-INCH IRON PIPE.
 QQ0161
 QQ0161                          STATION RECOVERY (1995)
 QQ0161
 QQ0161'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0161'FOUND IN POOR CONDITION.  PIPE SET IN CONCRETE WAS STILL PRESENT, BUT
 QQ0161'USGS STANDARD CAP WAS MISSING AND NOT FOUND BURIED WITHIN A 18 INCH
 QQ0161'RADIUS OF THE PIPE.  LOCAL RESIDENTS SAID THE CAP WAS PROBABLY SCRAPED
 QQ0161'OFF WHEN THE ROS COMMUNITY CENTER WAS BUILT ON THE LOT -THE FORMER
 QQ0161'LOCATION OF THE ROS GARAGE-.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0155 ***********************************************************************
 QQ0155  DESIGNATION -  1085
 QQ0155  PID         -  QQ0155
 QQ0155  STATE/COUNTY-  SD/ROBERTS
 QQ0155  COUNTRY     -  US
 QQ0155  USGS QUAD   -  VICTOR (2017)
 QQ0155
 QQ0155                         *CURRENT SURVEY CONTROL
 QQ0155  ______________________________________________________________________
 QQ0155* NAD 83(1986) POSITION- 45 51 48.     (N) 096 50 22.     (W)   SCALED
 QQ0155* NAVD 88 ORTHO HEIGHT -   330.901 (meters)     1085.63  (feet) ADJUSTED
 QQ0155  ______________________________________________________________________
 QQ0155  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 QQ0155  DYNAMIC HEIGHT  -        330.898 (meters)     1085.62  (feet) COMP
 QQ0155  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 QQ0155
 QQ0155  VERT ORDER      -  SECOND    CLASS 0
 QQ0155
 QQ0155.The horizontal coordinates were scaled from a map and have
 QQ0155.an estimated accuracy of +/- 6 seconds.
 QQ0155
 QQ0155.The orthometric height was determined by differential leveling and
 QQ0155.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0155.in June 1991.
 QQ0155
 QQ0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0155.GEOID18 height accuracy estimate available here.
 QQ0155
 QQ0155.Click photographs - Photos may exist for this station.
 QQ0155
 QQ0155.The dynamic height is computed by dividing the NAVD 88
 QQ0155.geopotential number by the normal gravity value computed on the
 QQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0155.degrees latitude (g = 980.6199 gals.).
 QQ0155
 QQ0155.The modeled gravity was interpolated from observed gravity values.
 QQ0155
 QQ0155;                    North         East    Units  Estimated Accuracy
 QQ0155;SPC SD N     -   230,380.      845,380.      MT  (+/- 180 meters Scaled)
 QQ0155
 QQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR677811(NAD 83)
 QQ0155
 QQ0155                          SUPERSEDED SURVEY CONTROL
 QQ0155
 QQ0155  NGVD 29 (??/??/92)  330.701  (m)         1084.97   (f) ADJ UNCH    2 0
 QQ0155
 QQ0155.Superseded values are not recommended for survey control.
 QQ0155
 QQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0155.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0155
 QQ0155_MARKER: P = PIPE CAP
 QQ0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0155_STAMPING: 1085
 QQ0155_MARK LOGO: USGS
 QQ0155_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0155
 QQ0155  HISTORY     - Date     Condition        Report By
 QQ0155  HISTORY     - UNK      MONUMENTED       USGS
 QQ0155  HISTORY     - 1934     GOOD             CGS
 QQ0155  HISTORY     - 19900725 MARK NOT FOUND   NGS
 QQ0155
 QQ0155                          STATION DESCRIPTION
 QQ0155
 QQ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0155'0.5 MI SW FROM VICTOR.
 QQ0155'0.5 MILE SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0155'STE. MARIE RAILWAY FROM THE STATION AT VICTOR, ROBERTS COUNTY,
 QQ0155'ABOUT 11 POLES NORTHEAST OF MILEPOST 24, 36 FEET EAST OF A
 QQ0155'PUBLIC-ROAD CROSSING, 21 FEET SOUTH OF THE CENTER LINE OF A
 QQ0155'COUNTY ROAD, AND ABOUT 1.5 FEET HIGHER THAN THE TRACK.  A UNITED
 QQ0155'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1085 AND RIVETED ON
 QQ0155'THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- MINNEAPOLIS, ST. PAUL
 QQ0155'AND SAULT STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 QQ0155
 QQ0155                          STATION RECOVERY (1990)
 QQ0155
 QQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7853 ***********************************************************************
 AC7853  CBN         -  This is a Cooperative Base Network Control Station.
 AC7853  DESIGNATION -  11 102.55
 AC7853  PID         -  AC7853
 AC7853  STATE/COUNTY-  SD/MOODY
 AC7853  COUNTRY     -  US
 AC7853  USGS QUAD   -  JASPER (2019)
 AC7853
 AC7853                         *CURRENT SURVEY CONTROL
 AC7853  ______________________________________________________________________
 AC7853* NAD 83(2011) POSITION- 43 50 59.17740(N) 096 27 12.07293(W)   ADJUSTED
 AC7853* NAD 83(2011) ELLIP HT-   461.276 (meters)        (06/27/12)   ADJUSTED
 AC7853* NAD 83(2011) EPOCH   -  2010.00
 AC7853* NAVD 88 ORTHO HEIGHT -   487.492 (meters)     1599.38  (feet) ADJUSTED
 AC7853  ______________________________________________________________________
 AC7853  GEOID HEIGHT    -        -26.214 (meters)                     GEOID18
 AC7853  NAD 83(2011) X  -   -517,844.096 (meters)                     COMP
 AC7853  NAD 83(2011) Y  - -4,578,194.649 (meters)                     COMP
 AC7853  NAD 83(2011) Z  -  4,396,388.759 (meters)                     COMP
 AC7853  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 AC7853  DYNAMIC HEIGHT  -        487.375 (meters)     1599.00  (feet) COMP
 AC7853  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 AC7853
 AC7853  VERT ORDER      -  SECOND    CLASS I
 AC7853
 AC7853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7853  Standards:
 AC7853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7853  -------------------------------------------------------------------
 AC7853  NETWORK    0.55   0.65           0.25   0.19   0.33      0.04004561
 AC7853  -------------------------------------------------------------------
 AC7853  Click here for local accuracies and other accuracy information.
 AC7853
 AC7853.The horizontal coordinates were established by GPS observations
 AC7853.and adjusted by the National Geodetic Survey in June 2012.
 AC7853
 AC7853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7853.been affixed to the stable North American tectonic plate. See 
 AC7853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7853
 AC7853.The horizontal coordinates are valid at the epoch date displayed above
 AC7853.which is a decimal equivalence of Year/Month/Day.
 AC7853
 AC7853.The orthometric height was determined by differential leveling and
 AC7853.adjusted by the NATIONAL GEODETIC SURVEY
 AC7853.in March 2014.
 AC7853
 AC7853.No vertical observational check was made to the station.
 AC7853
 AC7853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7853.GEOID18 height accuracy estimate available here.
 AC7853
 AC7853.Click photographs - Photos may exist for this station.
 AC7853
 AC7853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7853
 AC7853.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7853
 AC7853.The ellipsoidal height was determined by GPS observations
 AC7853.and is referenced to NAD 83.
 AC7853
 AC7853.The dynamic height is computed by dividing the NAVD 88
 AC7853.geopotential number by the normal gravity value computed on the
 AC7853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7853.degrees latitude (g = 980.6199 gals.).
 AC7853
 AC7853.The modeled gravity was interpolated from observed gravity values.
 AC7853
 AC7853. The following values were computed from the NAD 83(2011) position.
 AC7853
 AC7853;                    North         East     Units Scale Factor Converg.
 AC7853;SPC SD S     -   175,749.516   911,842.578   MT  0.99991501   +2 40 35.8
 AC7853;SPC SD S     -   576,604.87  2,991,603.52   sFT  0.99991501   +2 40 35.8
 AC7853;UTM  14      - 4,858,340.001   704,692.391   MT  1.00011537   +1 45 53.5
 AC7853
 AC7853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7853!SPC SD S     -   0.99992767  x   0.99991501  =   0.99984269
 AC7853!UTM  14      -   0.99992767  x   1.00011537  =   1.00004304
 AC7853
 AC7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0469258340(NAD 83)
 AC7853
 AC7853                          SUPERSEDED SURVEY CONTROL
 AC7853
 AC7853  NAD 83(2007)-  43 50 59.17734(N)    096 27 12.07385(W) AD(2002.00) 0
 AC7853  ELLIP H (02/10/07)  461.312  (m)                       GP(2002.00)    
 AC7853  ELLIP H (04/15/04)  461.342  (m)                       GP(       ) 2 1
 AC7853  NAD 83(1996)-  43 50 59.17683(N)    096 27 12.07306(W) AD(       ) B
 AC7853  ELLIP H (04/18/97)  461.346  (m)                       GP(       ) 4 1
 AC7853  NAVD 88 (06/28/06)  487.5    (m)  UNKNOWN  model used  GPS OBS        
 AC7853  NAVD 88 (04/18/97)  487.5    (m)  GEOID96  model used  GPS OBS        
 AC7853
 AC7853.Superseded values are not recommended for survey control.
 AC7853
 AC7853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7853.See file dsdata.pdf to determine how the superseded data were derived.
 AC7853
 AC7853_MARKER: P = PIPE CAP
 AC7853_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7853_STAMPING: 11-102.55 1995
 AC7853_MARK LOGO: SDDT
 AC7853_PROJECTION: FLUSH
 AC7853_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7853+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 AC7853_ROD/PIPE-DEPTH: 6.4 meters
 AC7853_SLEEVE-DEPTH  : 1.8 meters
 AC7853
 AC7853  HISTORY     - Date     Condition        Report By
 AC7853  HISTORY     - 19950401 MONUMENTED       SDDT
 AC7853  HISTORY     - 19960617 GOOD             NGS
 AC7853  HISTORY     - 20040622 GOOD             MNDT
 AC7853  HISTORY     - 20051115 GOOD             MNDT
 AC7853  HISTORY     - 20101220 GOOD             MNDT
 AC7853  HISTORY     - 20110601 GOOD             MNDT
 AC7853  HISTORY     - 20130806 GOOD             GEOCAC
 AC7853
 AC7853                          STATION DESCRIPTION
 AC7853
 AC7853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7853'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) EAST OF DELL RAPIDS,
 AC7853'9.6 KM (5.95 MI) NORTH OF SHERMAN, AND 4.3 KM (2.65 MI) WEST OF
 AC7853'JASPER, MINNESOTA ON STATE HIGHWAY 269, AT THE SOUTH DAKOTA/MINNESOTA
 AC7853'STATE LINE.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7853'STATION FROM THE JUNCTION OF STATE HIGHWAYS 269 AND 23 IN JASPER,
 AC7853'MINNESOTA, GO WEST ON STATE HIGHWAY 269 FOR 4.3 KM (2.65 MI) TO THE
 AC7853'STATION ON THE RIGHT JUST AFTER CROSSING INTO SOUTH DAKOTA.  THE
 AC7853'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7853'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7853'LOCATED 37.2 M (122.0 FT) WEST OF AN UNDERGROUND CABLE JUNCTION BOX,
 AC7853'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) EAST
 AC7853'OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.6 M (2.0 FT) SOUTH OF A
 AC7853'WITNESS POST AND FENCE CORNER, AND 0.5 M (1.6 FT) NORTH OF A METAL
 AC7853'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH 5-INCH LOGO
 AC7853'CAP AND THEN A 4-INCH PVC CAP.
 AC7853
 AC7853                          STATION RECOVERY (2004)
 AC7853
 AC7853'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AC7853'2.65 MILES WEST OF JASPER MINNESOTA ON STATE HIGHWAY 269 122 FEET
 AC7853'NORTHWEST  OF CABLE  BOX, 98.1 FEET NORTH OF THE HIGHWAY CENTERLINE,
 AC7853'20.3 FEET EASTOF THE CENTER OF A FIELD  ENTRANCE ROAD, 2 FEET SOUTH OF
 AC7853'WITNESS POST AND FENCE CORNER, 1.6 FEET NORTH OF A  METAL GUARD POST.
 AC7853'ACCESS COVER FLUSH, MAGNETIC.  VISE GRIP REQUIRED TO PULL OFF PLASTIC
 AC7853'CAP.
 AC7853
 AC7853                          STATION RECOVERY (2005)
 AC7853
 AC7853'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AC7853'14 MILES EAST OF DELL RAPIDS,6 MILES NORTH OF SHERMAN, 2.6 MILES WEST
 AC7853'OF JASPER ON STATE HIGHWAY 269 AT STATE BORDER, 122 FEET NORTHWEST OF
 AC7853'CABLE BOX, 98 FEET NORTH OF CENTERLINE, 20 FEET EAST OF ENTRANCE ROAD,
 AC7853'2 FEET SOUTH OF WITNESS POST AND FENCE CORNER, 1.6 FEET NORTH OF GUARD
 AC7853'POST
 AC7853
 AC7853                          STATION RECOVERY (2010)
 AC7853
 AC7853'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 AC7853'THE STATION IS LOCATED ABOUT 12.7 MI (20.4 KM) EAST OF DELL RAPIDS,
 AC7853'10.7 MI (17.2 KM) EAST-SOUTHEAST OF TRENT AND 9.5 MI (15.3 KM)
 AC7853'NORTH-NORTHEAST OF GARRETSON.
 AC7853'
 AC7853'TO REACH THE MARK GO 9.6 KM (6.0 MI) NORTH OF SHERMAN, 4.3 KM (2.7 MI)
 AC7853'WEST OF JASPER, MINNESOTA ON STATE HIGHWAY 269, AT THE SOUTH
 AC7853'DAKOTA/MINNESOTA STATE LINE.  TO REACH THE STATION FROM THE JUNCTION
 AC7853'OF STATE HIGHWAYS 269 AND 23 IN JASPER, MINNESOTA, GO WEST ON STATE
 AC7853'HIGHWAY 269 FOR 4.3 KM (2.7 MI) TO THE STATION ON THE RIGHT JUST AFTER
 AC7853'CROSSING INTO SOUTH DAKOTA.
 AC7853'
 AC7853'THE MARK IS 37.2 M (122.0 FT) NORTHWEST OF AN UNDERGROUND CABLE
 AC7853'JUNCTION BOX, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M
 AC7853'(20.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.6 M (2.0 FT)
 AC7853'SOUTH OF A WITNESS POST AND FENCE CORNER AND 0.5 M (1.6 FT) NORTH OF A
 AC7853'METAL GUARD POST.
 AC7853'
 AC7853'NOTE - THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7853'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH (13 MM)
 AC7853'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH 5-INCH
 AC7853'(13 CM) LOGO CAP AND THEN A 4-INCH (10 CM) PVC CAP.  A VISE GRIP IS
 AC7853'RECOMMENDED FOR REMOVING THE PVC CAP.
 AC7853
 AC7853                          STATION RECOVERY (2011)
 AC7853
 AC7853'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KXW)
 AC7853'RECOVERED AS DESCRIBED.
 AC7853
 AC7853                          STATION RECOVERY (2013)
 AC7853
 AC7853'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 AC7853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1041 ***********************************************************************
 OS1041  DESIGNATION -  11 SJS
 OS1041  PID         -  OS1041
 OS1041  STATE/COUNTY-  SD/BENNETT
 OS1041  COUNTRY     -  US
 OS1041  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1041
 OS1041                         *CURRENT SURVEY CONTROL
 OS1041  ______________________________________________________________________
 OS1041* NAD 83(1986) POSITION- 43 12 56.     (N) 101 33 13.     (W)   SCALED
 OS1041* NAVD 88 ORTHO HEIGHT -   936.754 (meters)     3073.33  (feet) ADJUSTED
 OS1041  ______________________________________________________________________
 OS1041  GEOID HEIGHT    -        -20.265 (meters)                     GEOID18
 OS1041  DYNAMIC HEIGHT  -        936.372 (meters)     3072.08  (feet) COMP
 OS1041  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 OS1041
 OS1041  VERT ORDER      -  FIRST     CLASS II
 OS1041
 OS1041.The horizontal coordinates were scaled from a map and have
 OS1041.an estimated accuracy of +/- 6 seconds.
 OS1041
 OS1041.The orthometric height was determined by differential leveling and
 OS1041.adjusted by the NATIONAL GEODETIC SURVEY
 OS1041.in June 1994.
 OS1041
 OS1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1041.GEOID18 height accuracy estimate available here.
 OS1041
 OS1041.Click photographs - Photos may exist for this station.
 OS1041
 OS1041.The dynamic height is computed by dividing the NAVD 88
 OS1041.geopotential number by the normal gravity value computed on the
 OS1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1041.degrees latitude (g = 980.6199 gals.).
 OS1041
 OS1041.The modeled gravity was interpolated from observed gravity values.
 OS1041
 OS1041;                    North         East    Units  Estimated Accuracy
 OS1041;SPC SD S     -    98,740.      500,860.      MT  (+/- 180 meters Scaled)
 OS1041
 OS1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN925879(NAD 83)
 OS1041
 OS1041                          SUPERSEDED SURVEY CONTROL
 OS1041
 OS1041.No superseded survey control is available for this station.
 OS1041
 OS1041_MARKER: DD = SURVEY DISK
 OS1041_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS1041_STAMPING: 11 SJS 1975
 OS1041_MARK LOGO: USGS
 OS1041_PROJECTION: RECESSED 3 CENTIMETERS
 OS1041_MAGNETIC: I = MARKER IS A STEEL ROD
 OS1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1041+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1041
 OS1041  HISTORY     - Date     Condition        Report By
 OS1041  HISTORY     - 1975     MONUMENTED       USGS
 OS1041  HISTORY     - 19930929 GOOD             NGS
 OS1041  HISTORY     - 20121205 GOOD             INDIV
 OS1041
 OS1041                          STATION DESCRIPTION
 OS1041
 OS1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1041'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1041'OF STATE HIGHWAY 73 IN MARTIN, 59.2 M (194.2 FT) NORTHEAST OF
 OS1041'MILEPOST 159, 30.6 M (100.4 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 OS1041'CENTERLINE, 12.7 M (41.7 FT) EAST OF THE CENTER OF A PAVED ROAD
 OS1041'LEADING NORTH, 2.3 M (7.5 FT) EAST OF A UTILITY POLE WITH LINES
 OS1041'CROSSING THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND
 OS1041'FENCE.  NOTE--THE DISK IS ENCASED IN A 9-INCH PVC PIPE AND IS
 OS1041'RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS
 OS1041'UNKNOWN.
 OS1041
 OS1041                          STATION RECOVERY (2012)
 OS1041
 OS1041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0106 ***********************************************************************
 NN0106  DESIGNATION -  114+19.7 AZ MK
 NN0106  PID         -  NN0106
 NN0106  STATE/COUNTY-  SD/CHARLES MIX
 NN0106  COUNTRY     -  US
 NN0106  USGS QUAD   -  MARTY (2017)
 NN0106
 NN0106                         *CURRENT SURVEY CONTROL
 NN0106  ______________________________________________________________________
 NN0106* NAD 83(1986) POSITION- 42 55 15.     (N) 098 22 56.     (W)   SCALED
 NN0106* NAVD 88 ORTHO HEIGHT -   388.889 (meters)     1275.88  (feet) ADJUSTED
 NN0106  ______________________________________________________________________
 NN0106  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 NN0106  DYNAMIC HEIGHT  -        388.756 (meters)     1275.44  (feet) COMP
 NN0106  MODELED GRAVITY -    980,268.5   (mgal)                       NAVD 88
 NN0106
 NN0106  VERT ORDER      -  SECOND    CLASS 0
 NN0106
 NN0106.The horizontal coordinates were scaled from a map and have
 NN0106.an estimated accuracy of +/- 6 seconds.
 NN0106
 NN0106.The orthometric height was determined by differential leveling and
 NN0106.adjusted by the NATIONAL GEODETIC SURVEY
 NN0106.in June 1991.
 NN0106
 NN0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0106.GEOID18 height accuracy estimate available here.
 NN0106
 NN0106.Click photographs - Photos may exist for this station.
 NN0106
 NN0106.The dynamic height is computed by dividing the NAVD 88
 NN0106.geopotential number by the normal gravity value computed on the
 NN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0106.degrees latitude (g = 980.6199 gals.).
 NN0106
 NN0106.The modeled gravity was interpolated from observed gravity values.
 NN0106
 NN0106;                    North         East    Units  Estimated Accuracy
 NN0106;SPC SD S     -    67,140.      759,280.      MT  (+/- 180 meters Scaled)
 NN0106
 NN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN504522(NAD 83)
 NN0106
 NN0106                          SUPERSEDED SURVEY CONTROL
 NN0106
 NN0106  NGVD 29 (??/??/92)  388.618  (m)         1274.99   (f) ADJ UNCH    2 0
 NN0106
 NN0106.Superseded values are not recommended for survey control.
 NN0106
 NN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0106.See file dsdata.pdf to determine how the superseded data were derived.
 NN0106
 NN0106_MARKER: DZ = AZIMUTH MARK DISK
 NN0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0106_STAMPING: 114+197 1948 USED
 NN0106_MARK LOGO: CGS
 NN0106_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0106+STABILITY: SURFACE MOTION
 NN0106
 NN0106  HISTORY     - Date     Condition        Report By
 NN0106  HISTORY     - 1948     MONUMENTED       CGS
 NN0106  HISTORY     - 1949     GOOD             CGS
 NN0106
 NN0106                          STATION DESCRIPTION
 NN0106
 NN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0106'AT GREENWOOD.
 NN0106'AT GREENWOOD, 0.2 MILE EAST OF THE YANKTON INDIAN AGENCY, 0.1
 NN0106'MILE EAST OF A T ROAD JUNCTION, 125 YARDS WEST OF A BLACKSMITH
 NN0106'SHOP, 35.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 83.0 FEET
 NN0106'SOUTH OF THE SOUTHWEST CORNER OF A PLAYGROUND, 3.8 FEET EAST OF A
 NN0106'TELEPHONE POLE, 1.7 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A
 NN0106'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 NN0106'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0107 ***********************************************************************
 NN0107  DESIGNATION -  114+19.7 AZ MK RESET
 NN0107  PID         -  NN0107
 NN0107  STATE/COUNTY-  SD/CHARLES MIX
 NN0107  COUNTRY     -  US
 NN0107  USGS QUAD   -  MARTY (2017)
 NN0107
 NN0107                         *CURRENT SURVEY CONTROL
 NN0107  ______________________________________________________________________
 NN0107* NAD 83(1986) POSITION- 42 55 15.     (N) 098 22 56.     (W)   SCALED
 NN0107* NAVD 88 ORTHO HEIGHT -   387.91  (meters)     1272.7   (feet) RESET
 NN0107  ______________________________________________________________________
 NN0107  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 NN0107  VERT ORDER      -  THIRD
 NN0107
 NN0107.The horizontal coordinates were scaled from a map and have
 NN0107.an estimated accuracy of +/- 6 seconds.
 NN0107
 NN0107.The orthometric height was computed from unverified reset data.
 NN0107
 NN0107.No vertical observational check was made to the station.
 NN0107
 NN0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0107.GEOID18 height accuracy estimate available here.
 NN0107
 NN0107.Click photographs - Photos may exist for this station.
 NN0107
 NN0107;                    North         East    Units  Estimated Accuracy
 NN0107;SPC SD S     -    67,140.      759,280.      MT  (+/- 180 meters Scaled)
 NN0107
 NN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN504522(NAD 83)
 NN0107
 NN0107                          SUPERSEDED SURVEY CONTROL
 NN0107
 NN0107  NGVD 29 (04/17/07)  387.64   (m)         1271.8    (f) RESET       3  
 NN0107
 NN0107.Superseded values are not recommended for survey control.
 NN0107
 NN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0107.See file dsdata.pdf to determine how the superseded data were derived.
 NN0107
 NN0107_MARKER: DZ = AZIMUTH MARK DISK
 NN0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0107_STAMPING: USED 114+19.7 1948 RESET 1974 AZ
 NN0107_MARK LOGO: NGS
 NN0107_PROJECTION: PROJECTING 8 CENTIMETERS
 NN0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0107+STABILITY: SURFACE MOTION
 NN0107
 NN0107  HISTORY     - Date     Condition        Report By
 NN0107  HISTORY     - 1974     MONUMENTED       NGS
 NN0107
 NN0107                          STATION DESCRIPTION
 NN0107
 NN0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NN0107'AT GREENWOOD.
 NN0107'ABOUT 200 FEET EAST OF THE T ROAD JUNCTION OF THE GRAVELED
 NN0107'EAST-WEST ROAD AND THE PAVED ROAD LEADING NORTH TO MARTY, AT THE
 NN0107'EAST EDGE OF GREENWOOD, 179 FEET EAST OF A FENCE CORNER, 75 FEET
 NN0107'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 148 FEET WEST OF THE
 NN0107'EXTENDED LINE OF THE WEST SIDE OF THE GREENWOOD SCHOOL BUILDING,
 NN0107'1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.6 FEET EAST OF
 NN0107'A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 NN0107'MONUMENT WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0108 ***********************************************************************
 NN0108  DESIGNATION -  114+19.7 RESET
 NN0108  PID         -  NN0108
 NN0108  STATE/COUNTY-  SD/CHARLES MIX
 NN0108  COUNTRY     -  US
 NN0108  USGS QUAD   -  MARTY (2017)
 NN0108
 NN0108                         *CURRENT SURVEY CONTROL
 NN0108  ______________________________________________________________________
 NN0108* NAD 83(1996) POSITION- 42 55 37.45794(N) 098 22 38.18041(W)   ADJUSTED
 NN0108* NAVD 88 ORTHO HEIGHT -   449.772 (meters)     1475.63  (feet) ADJUSTED
 NN0108  ______________________________________________________________________
 NN0108  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 NN0108  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 NN0108  DYNAMIC HEIGHT  -        449.620 (meters)     1475.13  (feet) COMP
 NN0108  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 NN0108
 NN0108  HORZ ORDER      -  SECOND
 NN0108  VERT ORDER      -  SECOND    CLASS 0
 NN0108
 NN0108.The horizontal coordinates were established by classical geodetic methods
 NN0108.and adjusted by the National Geodetic Survey in January 1998.
 NN0108
 NN0108.The orthometric height was determined by differential leveling and
 NN0108.adjusted by the NATIONAL GEODETIC SURVEY
 NN0108.in June 1991.
 NN0108
 NN0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0108.GEOID18 height accuracy estimate available here.
 NN0108
 NN0108.Click photographs - Photos may exist for this station.
 NN0108
 NN0108.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0108
 NN0108.The dynamic height is computed by dividing the NAVD 88
 NN0108.geopotential number by the normal gravity value computed on the
 NN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0108.degrees latitude (g = 980.6199 gals.).
 NN0108
 NN0108.The modeled gravity was interpolated from observed gravity values.
 NN0108
 NN0108. The following values were computed from the NAD 83(1996) position.
 NN0108
 NN0108;                    North         East     Units Scale Factor Converg.
 NN0108;SPC SD S     -    67,839.911   759,669.518   MT  0.99997912   +1 20 57.8
 NN0108;SPC SD S     -   222,571.44  2,492,349.08   sFT  0.99997912   +1 20 57.8
 NN0108;UTM  14      - 4,752,904.365   550,817.568   MT  0.99963177   +0 25 26.9
 NN0108
 NN0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0108!SPC SD S     -   0.99993356  x   0.99997912  =   0.99991268
 NN0108!UTM  14      -   0.99993356  x   0.99963177  =   0.99956535
 NN0108
 NN0108:                Primary Azimuth Mark                     Grid Az
 NN0108:SPC SD S     -  114+19.7 AZ MK RESET                     209 57 10.7
 NN0108:UTM  14      -  114+19.7 AZ MK RESET                     210 52 41.6
 NN0108
 NN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5081752904(NAD 83)
 NN0108
 NN0108|---------------------------------------------------------------------|
 NN0108| PID    Reference Object                     Distance      Geod. Az  |
 NN0108|                                                           dddmmss.s |
 NN0108| NN0109 114+19.7 RM 1                        26.919 METERS 07435     |
 NN0108| NN0110 114+19.7 RM 2                        27.988 METERS 13851     |
 NN0108| NN0106 114+19.7 AZ MK                                     2091204.0 |
 NN0108| NN0107 114+19.7 AZ MK RESET                               2111808.5 |
 NN0108| NN0813 MARTY ST PAULS CATH CHURCH          APPROX. 8.4 KM 3310409.9 |
 NN0108|---------------------------------------------------------------------|
 NN0108
 NN0108                          SUPERSEDED SURVEY CONTROL
 NN0108
 NN0108  NAD 83(1995)-  42 55 37.45796(N)    098 22 38.18039(W) AD(       ) 2
 NN0108  NAD 83(1986)-  42 55 37.46921(N)    098 22 38.18453(W) AD(       ) 2
 NN0108  NAD 27      -  42 55 37.48600(N)    098 22 36.89500(W) AD(       ) 2
 NN0108  NGVD 29 (??/??/92)  449.50   (m)         1474.7    (f) COMPUTED    2 0
 NN0108  NGVD 29             449.50   (m)         1474.7    (f) LEVELING    3  
 NN0108
 NN0108.Superseded values are not recommended for survey control.
 NN0108
 NN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0108.See file dsdata.pdf to determine how the superseded data were derived.
 NN0108
 NN0108_MARKER: DD = SURVEY DISK
 NN0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0108_STAMPING: 114+197 1948 USED
 NN0108_MARK LOGO: USACE
 NN0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0108+STABILITY: SURFACE MOTION
 NN0108
 NN0108  HISTORY     - Date     Condition        Report By
 NN0108  HISTORY     - 1948     MONUMENTED       USACE
 NN0108  HISTORY     - 1949     GOOD             CGS
 NN0108  HISTORY     - 1974     GOOD             NGS
 NN0108
 NN0108                          STATION DESCRIPTION
 NN0108
 NN0108'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (MEW)
 NN0108'STATION IS LOCATED ON GOVERNMENT LAND ABOUT 1/2 MILE NORTHEAST
 NN0108'OF GREENWOOD AND 0.2 MILE SOUTHEAST OF A LARGE CEMETERY.  STATION
 NN0108'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED 114+19.7
 NN0108'USED 1948.  UNDERGROUND MARK IS A NAIL SET IN CONCRETE.
 NN0108'
 NN0108'REFERENCE MARK NO. 1 IS 88.29 FEET EAST NORTHEAST OF STATION.
 NN0108'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NN0108'114+19.7 USED NO 1 1948.
 NN0108'
 NN0108'REFERENCE MARK NO. 2 IS 91.84 FEET SOUTHEAST OF STATION.
 NN0108'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NN0108'114+19.7 USED NO 2 1948.
 NN0108'
 NN0108'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF STATION, 33
 NN0108'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 2 FEET
 NN0108'WEST NORTHWEST OF WITNESS POST, 2 FEET EAST OF TELEPHONE POLE
 NN0108'AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 NN0108'AND THE DISK IS STAMPED 114+19.7 USED 1948.
 NN0108'
 NN0108'TO REACH STATION FROM THE INDIAN AGENCY BUILDING IN GREENWOOD
 NN0108'GO EASTERLY ON GRAVEL ROAD FOR 0.1 MILE.  TURN LEFT ON T ROAD
 NN0108'AND GO NORTH FOR 0.5 MILE TO DIM TRACK ROAD RIGHT LEADING
 NN0108'INTO FIELD.  TAKE TRACK ROAD EASTERLY CROSSING SMALL DRAINAGE
 NN0108'DITCH AND GO 0.25 MILE TO FENCE CORNER.  CROSS FENCE AND GO
 NN0108'SOUTHEASTERLY FOR ABOUT 75 YARDS TO HIGHEST POINT AND STATION.
 NN0108'
 NN0108'*TO REACH AZIMUTH MARK FROM THIS POINT CONTINUE EAST ON GRAVEL
 NN0108'ROAD FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF
 NN0108'ROAD AS DESCRIBED.
 NN0108'
 NN0108'A 10 FOOT SIGNAL AT STATION TT 15 PB (USGS) IS VISIBLE FROM THE
 NN0108'GROUND.
 NN0108'
 NN0108'A 4 FOOT SIGNAL AT STATION CONGER (MO. R.C.) IS VISIBLE FROM
 NN0108'THE GROUND.
 NN0108'
 NN0108'A 4 FOOT SIGNAL AT STATION MONOWI IS VISIBLE FROM THE GROUND.
 NN0108'
 NN0108'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0108
 NN0108                          STATION RECOVERY (1949)
 NN0108
 NN0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NN0108'1.1 MI E FROM GREENWOOD.
 NN0108'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN AGENCY
 NN0108'AT GREENWOOD, THENCE 0.6 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NN0108'0.1 MILE EAST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS
 NN0108'A FIELD, 0.2 MILE SOUTHEAST OF THE SOUTHWEST CORNER OF A CEMETERY,
 NN0108'ON TOP OF A HILL OVERLOOKING THE RIVER BOTTOM, 0.45 MILE NORTH OF
 NN0108'A SCHOOL, 234.0 FEET SOUTHEAST OF A FENCE CORNER WHICH IS AT A
 NN0108'GATE, 168.5 FEET SOUTH OF AN EAST AND WEST FENCE, 92.0 FEET NORTHWEST
 NN0108'OF R.M. 2, 88.3 FEET WEST OF R.M. 1, 6.8 FEET SOUTHEAST OF A WITNESS
 NN0108'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NN0108'ABOVE THE GROUND.
 NN0108
 NN0108                          STATION RECOVERY (1974)
 NN0108
 NN0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NN0108'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 NN0108'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD
 NN0108'IMPROVEMENTS THE STATE HIGHWAY DEPARTMENT REQUESTED THAT THE
 NN0108'AZIMUTH MARK BE MOVED.
 NN0108'
 NN0108'A NEW DESCRIPTION FOLLOWS--
 NN0108'
 NN0108'THE STATION IS LOCATED ABOUT 0.6 MILE NORTHEAST OF GREENWOOD,
 NN0108'0.4 MILE NORTH OF THE SCHOOL, AND 0.2 MILE SOUTHEAST OF A LARGE
 NN0108'CEMETERY, AT THE TOP OF A LOW RIDGE.
 NN0108'
 NN0108'TO REACH THE STATION FROM THE T ROAD JUNCTION AT THE EAST
 NN0108'EDGE OF GREENWOOD, GO NORTH ON THE PAVED ROAD LEADING TO MARTY
 NN0108'FOR 0.75 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 NN0108'THE SIDE ROAD EASTERLY 0.15 MILE TO THE CEMETERY, FROM THE
 NN0108'SOUTHWEST CORNER OF THE CEMETERY PICK WAY SOUTHEASTERLY 0.2
 NN0108'MILE ACROSS A FIELD TO A FENCE CORNER WITH FENCES LEADING
 NN0108'WEST AND NORTH, PACK SOUTHEAST ACROSS PASTURE TO THE STATION
 NN0108'AS DESCRIBED.
 NN0108'
 NN0108'THE AZIMUTH MARK IS ABOUT 200 FEET EAST OF THE T ROAD JUNCTION
 NN0108'AT THE EAST EDGE OF GREENWOOD AND ON THE SOUTH SIDE OF THE ROAD
 NN0108'AS DESCRIBED.
 NN0108'
 NN0108'THE STATION MARK IS A STANDARD USC AND GS STATION MARK DISK
 NN0108'STAMPED U.S.E.D. 114 + 197 1948, SET IN THE TOP OF A SQUARE CONCRETE
 NN0108'MONUMENT WHICH PROJECTS 6-INCHES.  IT IS ABOUT 0.2 MILE SOUTHEAST
 NN0108'OF THE SOUTHWEST CORNER OF A CEMETERY, AND 234 FEET SOUTHEAST
 NN0108'OF A FENCE CORNER.
 NN0108'
 NN0108'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS REFERENCE MARK
 NN0108'DISK STAMPED U.S.E.D. 114 + 19.7 NO 1 1948, SET IN THE TOP
 NN0108'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 NN0108'286 FEET SOUTHEAST OF THE FENCE CORNER, 96 FEET NORTH OF R.M.
 NN0108'2, AND 88 FEET EAST OF THE STATION MARK.
 NN0108'
 NN0108'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE MARK
 NN0108'DISK STAMPED U.S.E.D. 114 + 19.7 NO 2 1948, SET IN THE TOP
 NN0108'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 NN0108'326 FEET SOUTHEAST OF A FENCE CORNER, 96 FEET SOUTH OF R.M.
 NN0108'1 AND 92 FEET SOUTHEAST OF THE STATION MARK.
 NN0108'
 NN0108'THE AZIMUTH MARK IS A STANDARD NGS REFERENCE MARK DISK STAMPED
 NN0108'USED 114 + 19.7 1948 RESET 1974 AZ, SET IN THE TOP OF A ROUND
 NN0108'CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS 179 FEET EAST
 NN0108'OF A FENCE CORNER, 148 FEET WEST OF THE EXTENDED LINE OF THE
 NN0108'WEST SIDE OF THE GREENWOOD SCHOOL BUILDING, 75 FEET SOUTH OF
 NN0108'THE CENTER OF THE ROAD, 1.6 FEET EAST OF A METAL WITNESS POST,
 NN0108'AND 1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 NN0108'
 NN0108'NOTE--ALL OF THE MARKS ARE USC AND GS BENCH MARKS ALSO.
 NN0108'
 NN0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.6
 NN0108'MILES NE OF GREENWOOD
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0109 ***********************************************************************
 NN0109  DESIGNATION -  114+19.7 RM 1
 NN0109  PID         -  NN0109
 NN0109  STATE/COUNTY-  SD/CHARLES MIX
 NN0109  COUNTRY     -  US
 NN0109  USGS QUAD   -  MARTY (2017)
 NN0109
 NN0109                         *CURRENT SURVEY CONTROL
 NN0109  ______________________________________________________________________
 NN0109* NAD 83(1986) POSITION- 42 55 37.69   (N) 098 22 37.04   (W)   HD_HELD1
 NN0109* NAVD 88 ORTHO HEIGHT -   449.836 (meters)     1475.84  (feet) ADJUSTED
 NN0109  ______________________________________________________________________
 NN0109  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 NN0109  DYNAMIC HEIGHT  -        449.684 (meters)     1475.34  (feet) COMP
 NN0109  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 NN0109
 NN0109  VERT ORDER      -  SECOND    CLASS 0
 NN0109
 NN0109.The horizontal coordinates were determined by differentially corrected
 NN0109.hand held GPS observations or other comparable positioning techniques
 NN0109.and have an estimated accuracy of +/- 3 meters.
 NN0109
 NN0109.The orthometric height was determined by differential leveling and
 NN0109.adjusted by the NATIONAL GEODETIC SURVEY
 NN0109.in June 1991.
 NN0109
 NN0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0109.GEOID18 height accuracy estimate available here.
 NN0109
 NN0109.Click photographs - Photos may exist for this station.
 NN0109
 NN0109.The dynamic height is computed by dividing the NAVD 88
 NN0109.geopotential number by the normal gravity value computed on the
 NN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0109.degrees latitude (g = 980.6199 gals.).
 NN0109
 NN0109.The modeled gravity was interpolated from observed gravity values.
 NN0109
 NN0109;                    North         East    Units  Estimated Accuracy
 NN0109;SPC SD S     -    67,847.7     759,695.2     MT  (+/- 3 meters HH1 GPS) 
 NN0109
 NN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5084352911(NAD 83)
 NN0109
 NN0109                          SUPERSEDED SURVEY CONTROL
 NN0109
 NN0109  NGVD 29 (??/??/92)  449.566  (m)         1474.95   (f) ADJ UNCH    2 0
 NN0109
 NN0109.Superseded values are not recommended for survey control.
 NN0109
 NN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0109.See file dsdata.pdf to determine how the superseded data were derived.
 NN0109
 NN0109_MARKER: DR = REFERENCE MARK DISK
 NN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0109_STAMPING: 114+197 NO 1 1948
 NN0109_MARK LOGO: CGS
 NN0109_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0109+STABILITY: SURFACE MOTION
 NN0109
 NN0109  HISTORY     - Date     Condition        Report By
 NN0109  HISTORY     - 1948     MONUMENTED       CGS
 NN0109  HISTORY     - 1949     GOOD             CGS
 NN0109
 NN0109                          STATION DESCRIPTION
 NN0109
 NN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0109'1.1 MI E FROM GREENWOOD.
 NN0109'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN AGENCY
 NN0109'AT GREENWOOD, THENCE 0.6 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NN0109'0.1 MILE EAST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS
 NN0109'A FIELD, 0.2 MILE SOUTHEAST OF THE SOUTHWEST CORNER OF A CEMETERY,
 NN0109'ON TOP OF A HILL OVERLOOKING THE RIVER BOTTOM, 0.45 MILE NORTH
 NN0109'OF A SCHOOL, 286.0 FEET SOUTHEAST OF A FENCE CORNER WHICH IS AT
 NN0109'A GATE, 143.8 FEET SOUTH OF AN EAST AND WEST FENCE, 88.3 FEET EAST
 NN0109'OF THE TRIANGULATION STATION, 96.0 FEET NORTH OF R.M. 2, SET IN
 NN0109'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0110 ***********************************************************************
 NN0110  DESIGNATION -  114+19.7 RM 2
 NN0110  PID         -  NN0110
 NN0110  STATE/COUNTY-  SD/CHARLES MIX
 NN0110  COUNTRY     -  US
 NN0110  USGS QUAD   -  MARTY (2017)
 NN0110
 NN0110                         *CURRENT SURVEY CONTROL
 NN0110  ______________________________________________________________________
 NN0110* NAD 83(1986) POSITION- 42 55 36.78   (N) 098 22 37.37   (W)   HD_HELD1
 NN0110* NAVD 88 ORTHO HEIGHT -   449.265 (meters)     1473.96  (feet) ADJUSTED
 NN0110  ______________________________________________________________________
 NN0110  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 NN0110  DYNAMIC HEIGHT  -        449.113 (meters)     1473.46  (feet) COMP
 NN0110  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 NN0110
 NN0110  VERT ORDER      -  SECOND    CLASS 0
 NN0110
 NN0110.The horizontal coordinates were determined by differentially corrected
 NN0110.hand held GPS observations or other comparable positioning techniques
 NN0110.and have an estimated accuracy of +/- 3 meters.
 NN0110
 NN0110.The orthometric height was determined by differential leveling and
 NN0110.adjusted by the NATIONAL GEODETIC SURVEY
 NN0110.in June 1991.
 NN0110
 NN0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0110.GEOID18 height accuracy estimate available here.
 NN0110
 NN0110.Click photographs - Photos may exist for this station.
 NN0110
 NN0110.The dynamic height is computed by dividing the NAVD 88
 NN0110.geopotential number by the normal gravity value computed on the
 NN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0110.degrees latitude (g = 980.6199 gals.).
 NN0110
 NN0110.The modeled gravity was interpolated from observed gravity values.
 NN0110
 NN0110;                    North         East    Units  Estimated Accuracy
 NN0110;SPC SD S     -    67,819.4     759,688.4     MT  (+/- 3 meters HH1 GPS) 
 NN0110
 NN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5083652883(NAD 83)
 NN0110
 NN0110                          SUPERSEDED SURVEY CONTROL
 NN0110
 NN0110  NGVD 29 (??/??/92)  448.995  (m)         1473.08   (f) ADJ UNCH    2 0
 NN0110
 NN0110.Superseded values are not recommended for survey control.
 NN0110
 NN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0110.See file dsdata.pdf to determine how the superseded data were derived.
 NN0110
 NN0110_MARKER: DR = REFERENCE MARK DISK
 NN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0110_STAMPING: 114+197 NO 2 1948
 NN0110_MARK LOGO: CGS
 NN0110_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0110+STABILITY: SURFACE MOTION
 NN0110
 NN0110  HISTORY     - Date     Condition        Report By
 NN0110  HISTORY     - 1948     MONUMENTED       CGS
 NN0110  HISTORY     - 1949     GOOD             CGS
 NN0110
 NN0110                          STATION DESCRIPTION
 NN0110
 NN0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0110'1.1 MI E FROM GREENWOOD.
 NN0110'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN AGENCY
 NN0110'AT GREENWOOD, THENCE 0.6 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NN0110'0.1 MILE EAST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS
 NN0110'A FIELD, 0.2 MILE SOUTHEAST OF THE SOUTHWEST CORNER OF A CEMETERY,
 NN0110'ON TOP OF A HILL OVERLOOKING THE RIVER BOTTOM, 326.0 FEET
 NN0110'SOUTHEAST OF A FENCE CORNER WHICH IS AT A GATE, 236.6 FEET SOUTH
 NN0110'OF AN EAST AND WEST FENCE, 96.0 FEET SOUTH OF R.M. 1, 92.0 FEET
 NN0110'SOUTHEAST OF THE TRIANGULATION STATION, SET IN THE TOP OF A CONCRETE
 NN0110'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0195 ***********************************************************************
 QQ0195  DESIGNATION -  1141
 QQ0195  PID         -  QQ0195
 QQ0195  STATE/COUNTY-  SD/ROBERTS
 QQ0195  COUNTRY     -  US
 QQ0195  USGS QUAD   -  SISSETON (2017)
 QQ0195
 QQ0195                         *CURRENT SURVEY CONTROL
 QQ0195  ______________________________________________________________________
 QQ0195* NAD 83(1986) POSITION- 45 42 15.     (N) 097 01 10.     (W)   SCALED
 QQ0195* NAVD 88 ORTHO HEIGHT -   347.937 (meters)     1141.52  (feet) ADJUSTED
 QQ0195  ______________________________________________________________________
 QQ0195  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 QQ0195  DYNAMIC HEIGHT  -        347.923 (meters)     1141.48  (feet) COMP
 QQ0195  MODELED GRAVITY -    980,567.3   (mgal)                       NAVD 88
 QQ0195
 QQ0195  VERT ORDER      -  SECOND    CLASS 0
 QQ0195
 QQ0195.The horizontal coordinates were scaled from a map and have
 QQ0195.an estimated accuracy of +/- 6 seconds.
 QQ0195
 QQ0195.The orthometric height was determined by differential leveling and
 QQ0195.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0195.in June 1991.
 QQ0195
 QQ0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0195.GEOID18 height accuracy estimate available here.
 QQ0195
 QQ0195.Click photographs - Photos may exist for this station.
 QQ0195
 QQ0195.The dynamic height is computed by dividing the NAVD 88
 QQ0195.geopotential number by the normal gravity value computed on the
 QQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0195.degrees latitude (g = 980.6199 gals.).
 QQ0195
 QQ0195.The modeled gravity was interpolated from observed gravity values.
 QQ0195
 QQ0195;                    North         East    Units  Estimated Accuracy
 QQ0195;SPC SD N     -   212,170.      832,060.      MT  (+/- 180 meters Scaled)
 QQ0195
 QQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR541630(NAD 83)
 QQ0195
 QQ0195                          SUPERSEDED SURVEY CONTROL
 QQ0195
 QQ0195  NGVD 29 (??/??/92)  347.699  (m)         1140.74   (f) ADJ UNCH    2 0
 QQ0195
 QQ0195.Superseded values are not recommended for survey control.
 QQ0195
 QQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0195.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0195
 QQ0195_MARKER: P = PIPE CAP
 QQ0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0195_STAMPING: 1141
 QQ0195_MARK LOGO: USGS
 QQ0195_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0195
 QQ0195  HISTORY     - Date     Condition        Report By
 QQ0195  HISTORY     - UNK      MONUMENTED       USGS
 QQ0195  HISTORY     - 1934     GOOD             CGS
 QQ0195
 QQ0195                          STATION DESCRIPTION
 QQ0195
 QQ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0195'4.4 MI N FROM SISSETON.
 QQ0195'4.4 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE MUNICIPAL TOURIST
 QQ0195'PARK AT SISSETON, ROBERTS COUNTY, 29 FEET NORTH OF A ROAD
 QQ0195'CROSSING, 29 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 QQ0195'TO A CURVE, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A UNITED
 QQ0195'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1141 AND RIVETED
 QQ0195'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0228 ***********************************************************************
 PR0228  DESIGNATION -  12
 PR0228  PID         -  PR0228
 PR0228  STATE/COUNTY-  SD/BROOKINGS
 PR0228  COUNTRY     -  US
 PR0228  USGS QUAD   -  VOLGA (2017)
 PR0228
 PR0228                         *CURRENT SURVEY CONTROL
 PR0228  ______________________________________________________________________
 PR0228* NAD 83(1986) POSITION- 44 20 25.7    (N) 096 55 33.9    (W)   HD_HELD2
 PR0228* NAVD 88 ORTHO HEIGHT -   497.279 (meters)     1631.49  (feet) ADJUSTED
 PR0228  ______________________________________________________________________
 PR0228  GEOID HEIGHT    -        -25.206 (meters)                     GEOID18
 PR0228  DYNAMIC HEIGHT  -        497.190 (meters)     1631.20  (feet) COMP
 PR0228  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 PR0228
 PR0228  VERT ORDER      -  FIRST     CLASS II
 PR0228
 PR0228.The horizontal coordinates were established by autonomous hand held GPS
 PR0228.observations and have an estimated accuracy of +/- 10 meters.
 PR0228
 PR0228.The orthometric height was determined by differential leveling and
 PR0228.adjusted by the NATIONAL GEODETIC SURVEY
 PR0228.in October 1997.
 PR0228
 PR0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0228.GEOID18 height accuracy estimate available here.
 PR0228
 PR0228.Click photographs - Photos may exist for this station.
 PR0228
 PR0228.The dynamic height is computed by dividing the NAVD 88
 PR0228.geopotential number by the normal gravity value computed on the
 PR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0228.degrees latitude (g = 980.6199 gals.).
 PR0228
 PR0228.The modeled gravity was interpolated from observed gravity values.
 PR0228
 PR0228;                    North         East    Units  Estimated Accuracy
 PR0228;SPC SD N     -    61,008.      845,078.      MT  (+/- 10 meters HH2 GPS)
 PR0228
 PR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6532111781(NAD 83)
 PR0228
 PR0228                          SUPERSEDED SURVEY CONTROL
 PR0228
 PR0228  NAVD 88 (06/15/91)  497.305  (m)         1631.57   (f) SUPERSEDED  1 2
 PR0228  NGVD 29 (??/??/92)  497.045  (m)         1630.72   (f) ADJ UNCH    1 2
 PR0228
 PR0228.Superseded values are not recommended for survey control.
 PR0228
 PR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0228.See file dsdata.pdf to determine how the superseded data were derived.
 PR0228
 PR0228_MARKER: DD = SURVEY DISK
 PR0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0228_MARK LOGO: CGS+SS
 PR0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0228+STABILITY: SURFACE MOTION
 PR0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0228+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 PR0228
 PR0228  HISTORY     - Date     Condition        Report By
 PR0228  HISTORY     - UNK      MONUMENTED       SDHD
 PR0228  HISTORY     - 1949     GOOD             CGS
 PR0228  HISTORY     - 19940920 GOOD             NGS
 PR0228  HISTORY     - 20110820 GOOD             GEOCAC
 PR0228
 PR0228                          STATION DESCRIPTION
 PR0228
 PR0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0228'1 MI N FROM VOLGA.
 PR0228'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 PR0228'WESTERN RAILWAY STATION AT VOLGA, AT A ROAD INTERSECTION, 682.0
 PR0228'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 32.0 FEET
 PR0228'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.6 FEET SOUTH
 PR0228'OF A REFERENCE POST, 1.4 FEET SOUTH OF A FENCE, AND SET IN THE
 PR0228'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PR0228
 PR0228                          STATION RECOVERY (1994)
 PR0228
 PR0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0228'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 PR0228'BROOKINGS, THENCE 11.2 KM (6.95 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 PR0228'THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A PAVED ROAD, 208.0 M (682.4
 PR0228'FT) EAST OF THE ROAD CENTER, 9.6 M (31.5 FT) SOUTH OF THE CENTER OF A
 PR0228'GRAVELED ROAD, 2.8 M (9.2 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT)
 PR0228'SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 PR0228'THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PR0228'SURFACE.  NOTE--THE DISK IS UNSTAMPED.
 PR0228
 PR0228                          STATION RECOVERY (2011)
 PR0228
 PR0228'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0228'POWER POLE HAS BEEN REMOVED AND THE WIRE FENCE ENDS TEN FEET TO THE
 PR0228'EAST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7873 ***********************************************************************
 AC7873  CBN         -  This is a Cooperative Base Network Control Station.
 AC7873  DESIGNATION -  12 114.76
 AC7873  PID         -  AC7873
 AC7873  STATE/COUNTY-  SD/CORSON
 AC7873  COUNTRY     -  US
 AC7873  USGS QUAD   -  MORRISTOWN (2017)
 AC7873
 AC7873                         *CURRENT SURVEY CONTROL
 AC7873  ______________________________________________________________________
 AC7873* NAD 83(2011) POSITION- 45 56 16.71916(N) 101 41 21.88889(W)   ADJUSTED
 AC7873* NAD 83(2011) ELLIP HT-   665.663 (meters)        (06/27/12)   ADJUSTED
 AC7873* NAD 83(2011) EPOCH   -  2010.00
 AC7873* NAVD 88 ORTHO HEIGHT -   685.4   (meters)     2249.    (feet) GPS OBS
 AC7873  ______________________________________________________________________
 AC7873  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7873  GEOID HEIGHT    -        -19.624 (meters)                     GEOID96
 AC7873  GEOID HEIGHT    -        -19.841 (meters)                     GEOID18
 AC7873  NAD 83(2011) X  -   -900,329.889 (meters)                     COMP
 AC7873  NAD 83(2011) Y  - -4,351,577.463 (meters)                     COMP
 AC7873  NAD 83(2011) Z  -  4,560,934.331 (meters)                     COMP
 AC7873  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 AC7873
 AC7873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7873  Standards:
 AC7873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7873  -------------------------------------------------------------------
 AC7873  NETWORK    1.15   3.61           0.54   0.36   1.84     -0.08700295
 AC7873  -------------------------------------------------------------------
 AC7873  Click here for local accuracies and other accuracy information.
 AC7873
 AC7873.The horizontal coordinates were established by GPS observations
 AC7873.and adjusted by the National Geodetic Survey in June 2012.
 AC7873
 AC7873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7873.been affixed to the stable North American tectonic plate. See 
 AC7873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7873
 AC7873.The horizontal coordinates are valid at the epoch date displayed above
 AC7873.which is a decimal equivalence of Year/Month/Day.
 AC7873
 AC7873.The orthometric height was determined by GPS observations and a
 AC7873.high-resolution geoid model.
 AC7873
 AC7873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7873.GEOID18 height accuracy estimate available here.
 AC7873
 AC7873.Click photographs - Photos may exist for this station.
 AC7873
 AC7873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7873
 AC7873.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7873
 AC7873.The ellipsoidal height was determined by GPS observations
 AC7873.and is referenced to NAD 83.
 AC7873
 AC7873. The following values were computed from the NAD 83(2011) position.
 AC7873
 AC7873;                    North         East     Units Scale Factor Converg.
 AC7873;SPC SD N     -   235,254.995   468,988.070   MT  1.00005912   -1 11 44.4
 AC7873;SPC SD N     -   771,832.43  1,538,671.69   sFT  1.00005912   -1 11 44.4
 AC7873;UTM  14      - 5,090,673.648   291,522.338   MT  1.00013434   -1 55 59.8
 AC7873
 AC7873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7873!SPC SD N     -   0.99989566  x   1.00005912  =   0.99995477
 AC7873!UTM  14      -   0.99989566  x   1.00013434  =   1.00002998
 AC7873
 AC7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9152290673(NAD 83)
 AC7873
 AC7873                          SUPERSEDED SURVEY CONTROL
 AC7873
 AC7873  NAD 83(2007)-  45 56 16.71907(N)    101 41 21.89001(W) AD(2002.00) 0
 AC7873  ELLIP H (02/10/07)  665.689  (m)                       GP(2002.00)    
 AC7873  ELLIP H (04/15/04)  665.689  (m)                       GP(       ) 2 1
 AC7873  NAD 83(1996)-  45 56 16.71844(N)    101 41 21.88958(W) AD(       ) B
 AC7873  ELLIP H (04/18/97)  665.763  (m)                       GP(       ) 4 1
 AC7873
 AC7873.Superseded values are not recommended for survey control.
 AC7873
 AC7873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7873.See file dsdata.pdf to determine how the superseded data were derived.
 AC7873
 AC7873_MARKER: Z = SEE DESCRIPTION
 AC7873_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7873_STAMPING: 12-114.76 1995
 AC7873_MARK LOGO: NGS
 AC7873_PROJECTION: RECESSED 10 CENTIMETERS
 AC7873_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7873+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2014
 AC7873_ROD/PIPE-DEPTH: 12.8 meters
 AC7873_SLEEVE-DEPTH  : 1.8 meters
 AC7873
 AC7873  HISTORY     - Date     Condition        Report By
 AC7873  HISTORY     - 1995     MONUMENTED       SDDT
 AC7873  HISTORY     - 19960904 GOOD             NGS
 AC7873  HISTORY     - 20141015 GOOD             SDDT
 AC7873
 AC7873                          STATION DESCRIPTION
 AC7873
 AC7873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7873'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF WATAUGA, 1.5 MI
 AC7873'(2.4 KM) EAST OF MORRISTOWN, AND 1.0 MI (1.6 KM) SOUTH OF THE NORTH
 AC7873'DAKOTA STATE LINE, ON U.S. HIGHWAY 12.  TO REACH THE STATION FROM THE
 AC7873'JUNCTION OF U.S. HIGHWAY 12 AND COUNTY ROAD 6513 SOUTH IN MORRISTOWN,
 AC7873'GO EAST ON U.S. HIGHWAY 12 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 AC7873'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7873'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7873'PIPE.  LOCATED 98.7 FT (30.1 M) NORTH OF THE CENTER OF THE HIGHWAY,
 AC7873'16.0 FT (4.9 M) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.0
 AC7873'FT (0.6 M) SOUTH OF A FENCE, 1.2 FT (0.4 M) NORTH OF A METAL GUARD
 AC7873'POST, AND 0.9 FT (27.4 CM) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO
 AC7873'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7873'CAP.
 AC7873
 AC7873                          STATION RECOVERY (2014)
 AC7873
 AC7873'RECOVERY NOTE BY SD DEPT OF TRANSP 2014 (TJ)
 AC7873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7895 ***********************************************************************
 AC7895  CBN         -  This is a Cooperative Base Network Control Station.
 AC7895  DESIGNATION -  12 128.81
 AC7895  PID         -  AC7895
 AC7895  STATE/COUNTY-  SD/CORSON
 AC7895  COUNTRY     -  US
 AC7895  USGS QUAD   -  HUMP BUTTE (2017)
 AC7895
 AC7895                         *CURRENT SURVEY CONTROL
 AC7895  ______________________________________________________________________
 AC7895* NAD 83(2011) POSITION- 45 55 11.86759(N) 101 24 17.38523(W)   ADJUSTED
 AC7895* NAD 83(2011) ELLIP HT-   679.516 (meters)        (06/27/12)   ADJUSTED
 AC7895* NAD 83(2011) EPOCH   -  2010.00
 AC7895* NAVD 88 ORTHO HEIGHT -   699.8   (meters)     2296.    (feet) GPS OBS
 AC7895  ______________________________________________________________________
 AC7895  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7895  GEOID HEIGHT    -        -20.100 (meters)                     GEOID96
 AC7895  GEOID HEIGHT    -        -20.303 (meters)                     GEOID18
 AC7895  NAD 83(2011) X  -   -878,991.279 (meters)                     COMP
 AC7895  NAD 83(2011) Y  - -4,357,415.437 (meters)                     COMP
 AC7895  NAD 83(2011) Z  -  4,559,551.444 (meters)                     COMP
 AC7895  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 AC7895
 AC7895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7895  Standards:
 AC7895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7895  -------------------------------------------------------------------
 AC7895  NETWORK    0.55   3.29           0.26   0.17   1.68     -0.08609807
 AC7895  -------------------------------------------------------------------
 AC7895  Click here for local accuracies and other accuracy information.
 AC7895
 AC7895.The horizontal coordinates were established by GPS observations
 AC7895.and adjusted by the National Geodetic Survey in June 2012.
 AC7895
 AC7895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7895.been affixed to the stable North American tectonic plate. See 
 AC7895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7895
 AC7895.The horizontal coordinates are valid at the epoch date displayed above
 AC7895.which is a decimal equivalence of Year/Month/Day.
 AC7895
 AC7895.The orthometric height was determined by GPS observations and a
 AC7895.high-resolution geoid model.
 AC7895
 AC7895.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7895.GEOID18 height accuracy estimate available here.
 AC7895
 AC7895.Click photographs - Photos may exist for this station.
 AC7895
 AC7895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7895
 AC7895.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7895
 AC7895.The ellipsoidal height was determined by GPS observations
 AC7895.and is referenced to NAD 83.
 AC7895
 AC7895. The following values were computed from the NAD 83(2011) position.
 AC7895
 AC7895;                    North         East     Units Scale Factor Converg.
 AC7895;SPC SD N     -   232,831.132   491,020.048   MT  1.00005428   -0 59 39.3
 AC7895;SPC SD N     -   763,880.14  1,610,954.94   sFT  1.00005428   -0 59 39.3
 AC7895;UTM  14      - 5,087,967.034   313,521.889   MT  1.00002752   -1 43 41.0
 AC7895
 AC7895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7895!SPC SD N     -   0.99989348  x   1.00005428  =   0.99994776
 AC7895!UTM  14      -   0.99989348  x   1.00002752  =   0.99992100
 AC7895
 AC7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1352187967(NAD 83)
 AC7895
 AC7895                          SUPERSEDED SURVEY CONTROL
 AC7895
 AC7895  NAD 83(2007)-  45 55 11.86750(N)    101 24 17.38632(W) AD(2002.00) 0
 AC7895  ELLIP H (02/10/07)  679.541  (m)                       GP(2002.00)    
 AC7895  ELLIP H (04/15/04)  679.544  (m)                       GP(       ) 2 1
 AC7895  NAD 83(1996)-  45 55 11.86689(N)    101 24 17.38604(W) AD(       ) B
 AC7895  ELLIP H (04/18/97)  679.620  (m)                       GP(       ) 4 1
 AC7895
 AC7895.Superseded values are not recommended for survey control.
 AC7895
 AC7895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7895.See file dsdata.pdf to determine how the superseded data were derived.
 AC7895
 AC7895_MARKER: Z = SEE DESCRIPTION
 AC7895_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7895_STAMPING: 12-128.81 1995
 AC7895_MARK LOGO: NGS
 AC7895_PROJECTION: PROJECTING 2 CENTIMETERS
 AC7895_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7895+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 AC7895_ROD/PIPE-DEPTH: 12.8 meters
 AC7895_SLEEVE-DEPTH  : 1.8 meters
 AC7895
 AC7895  HISTORY     - Date     Condition        Report By
 AC7895  HISTORY     - 1995     MONUMENTED       SDDT
 AC7895  HISTORY     - 19960904 GOOD             NGS
 AC7895
 AC7895                          STATION DESCRIPTION
 AC7895
 AC7895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7895'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF WATAUGA AND 3.0
 AC7895'MI (4.8 KM) WEST OF MCINTOSH, ON U.S. HIGHWAY 12.  OWNERSHIP--THE
 AC7895'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7895'HIGHWAY 12 AND STATE HIGHWAY 63 NORTH ON THE EAST SIDE OF MCINTOSH, GO
 AC7895'WEST OF U.S. HIGHWAY 12 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE
 AC7895'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7895'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7895'PIPE.  LOCATED 73.8 M (242.1 FT) EAST OF THE CENTER OF THE SOUTH END
 AC7895'OF A CULVERT UNDER THE HIGHWAY, 21.0 M (68.9 FT) SOUTH OF THE HIGHWAY
 AC7895'CENTERLINE, 2.2 M (7.2 FT) NORTHWEST OF THE MOST EASTERLY OF 3 BRACED
 AC7895'FENCE POSTS, 2.2 M (7.2 FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING
 AC7895'SIGN, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AC7895'SOUTH OF A METAL GUARD POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 AC7895'AND 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 AC7895'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7920 ***********************************************************************
 AC7920  CBN         -  This is a Cooperative Base Network Control Station.
 AC7920  DESIGNATION -  12 145.75
 AC7920  PID         -  AC7920
 AC7920  STATE/COUNTY-  SD/CORSON
 AC7920  COUNTRY     -  US
 AC7920  USGS QUAD   -  WALKER (2017)
 AC7920
 AC7920                         *CURRENT SURVEY CONTROL
 AC7920  ______________________________________________________________________
 AC7920* NAD 83(2011) POSITION- 45 54 02.52456(N) 101 03 35.14792(W)   ADJUSTED
 AC7920* NAD 83(2011) ELLIP HT-   630.918 (meters)        (06/27/12)   ADJUSTED
 AC7920* NAD 83(2011) EPOCH   -  2010.00
 AC7920* NAVD 88 ORTHO HEIGHT -   651.7   (meters)     2138.    (feet) GPS OBS
 AC7920  ______________________________________________________________________
 AC7920  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7920  GEOID HEIGHT    -        -20.682 (meters)                     GEOID96
 AC7920  GEOID HEIGHT    -        -20.926 (meters)                     GEOID18
 AC7920  NAD 83(2011) X  -   -853,021.337 (meters)                     COMP
 AC7920  NAD 83(2011) Y  - -4,364,106.295 (meters)                     COMP
 AC7920  NAD 83(2011) Z  -  4,558,026.743 (meters)                     COMP
 AC7920  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 AC7920
 AC7920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7920  Standards:
 AC7920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7920  -------------------------------------------------------------------
 AC7920  NETWORK    1.19   3.59           0.56   0.37   1.83     -0.08188152
 AC7920  -------------------------------------------------------------------
 AC7920  Click here for local accuracies and other accuracy information.
 AC7920
 AC7920.The horizontal coordinates were established by GPS observations
 AC7920.and adjusted by the National Geodetic Survey in June 2012.
 AC7920
 AC7920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7920.been affixed to the stable North American tectonic plate. See 
 AC7920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7920
 AC7920.The horizontal coordinates are valid at the epoch date displayed above
 AC7920.which is a decimal equivalence of Year/Month/Day.
 AC7920
 AC7920.The orthometric height was determined by GPS observations and a
 AC7920.high-resolution geoid model.
 AC7920
 AC7920.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7920.GEOID18 height accuracy estimate available here.
 AC7920
 AC7920.Click photographs - Photos may exist for this station.
 AC7920
 AC7920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7920
 AC7920.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7920
 AC7920.The ellipsoidal height was determined by GPS observations
 AC7920.and is referenced to NAD 83.
 AC7920
 AC7920. The following values were computed from the NAD 83(2011) position.
 AC7920
 AC7920;                    North         East     Units Scale Factor Converg.
 AC7920;SPC SD N     -   230,282.778   517,758.811   MT  1.00004922   -0 45 00.1
 AC7920;SPC SD N     -   755,519.41  1,698,680.37   sFT  1.00004922   -0 45 00.1
 AC7920;UTM  14      - 5,085,077.706   340,223.729   MT  0.99991384   -1 28 46.2
 AC7920
 AC7920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7920!SPC SD N     -   0.99990110  x   1.00004922  =   0.99995032
 AC7920!UTM  14      -   0.99990110  x   0.99991384  =   0.99981495
 AC7920
 AC7920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4022385077(NAD 83)
 AC7920
 AC7920                          SUPERSEDED SURVEY CONTROL
 AC7920
 AC7920  NAD 83(2007)-  45 54 02.52446(N)    101 03 35.14912(W) AD(2002.00) 0
 AC7920  ELLIP H (02/10/07)  630.947  (m)                       GP(2002.00)    
 AC7920  ELLIP H (04/15/04)  630.947  (m)                       GP(       ) 2 1
 AC7920  NAD 83(1996)-  45 54 02.52380(N)    101 03 35.14857(W) AD(       ) B
 AC7920  ELLIP H (04/18/97)  630.998  (m)                       GP(       ) 4 1
 AC7920
 AC7920.Superseded values are not recommended for survey control.
 AC7920
 AC7920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7920.See file dsdata.pdf to determine how the superseded data were derived.
 AC7920
 AC7920_MARKER: Z = SEE DESCRIPTION
 AC7920_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7920_STAMPING: 12-145.75 1995
 AC7920_MARK LOGO: NGS
 AC7920_PROJECTION: FLUSH
 AC7920_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7920+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1996
 AC7920_ROD/PIPE-DEPTH: 12.8 meters
 AC7920_SLEEVE-DEPTH  : 1.8 meters
 AC7920
 AC7920  HISTORY     - Date     Condition        Report By
 AC7920  HISTORY     - 1995     MONUMENTED       SDDT
 AC7920  HISTORY     - 19960926 GOOD             NGS
 AC7920
 AC7920                          STATION DESCRIPTION
 AC7920
 AC7920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7920'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTHWEST OF MCLAUGHLIN
 AC7920'AND 2.0 MI (3.2 KM) SOUTHEAST OF WALKER, ON U.S. HIGHWAY 12.
 AC7920'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7920'POST OFFICE IN MCINTOSH GO NORTH ON MAIN STREET FOR 0.3 MI (0.5 KM) TO
 AC7920'THE JUNCTION OF U.S. HIGHWAY 12, TURN RIGHT AND GO EAST ON U.S.
 AC7920'HIGHWAY 12 FOR 14.6 MI (23.5 KM) TO THE STATION ON THE RIGHT.  THE
 AC7920'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7920'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7920'LOCATED 106.0 FT (32.3 M) SOUTH OF THE HIGHWAY CENTER, 35.0 FT (10.7
 AC7920'M) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 21.0 FT (6.4 M) WEST
 AC7920'OF A DRIVEWAY POST, 1.0 FT (0.3 M) EAST OF A FENCE, 1.0 FT (0.3 M)
 AC7920'NORTH OF WITNESS POST, AND 1.0 FT (0.3 M) WEST OF A METAL GUARD POST.
 AC7920'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7920'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7941 ***********************************************************************
 AC7941  CBN         -  This is a Cooperative Base Network Control Station.
 AC7941  DESIGNATION -  12 160.90
 AC7941  PID         -  AC7941
 AC7941  STATE/COUNTY-  SD/CORSON
 AC7941  COUNTRY     -  US
 AC7941  USGS QUAD   -  MCLAUGHLIN (2017)
 AC7941
 AC7941                         *CURRENT SURVEY CONTROL
 AC7941  ______________________________________________________________________
 AC7941* NAD 83(2011) POSITION- 45 47 56.80820(N) 100 47 23.74443(W)   ADJUSTED
 AC7941* NAD 83(2011) ELLIP HT-   590.900 (meters)        (06/27/12)   ADJUSTED
 AC7941* NAD 83(2011) EPOCH   -  2010.00
 AC7941* NAVD 88 ORTHO HEIGHT -   612.0   (meters)     2008.    (feet) GPS OBS
 AC7941  ______________________________________________________________________
 AC7941  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7941  GEOID HEIGHT    -        -20.970 (meters)                     GEOID96
 AC7941  GEOID HEIGHT    -        -21.154 (meters)                     GEOID18
 AC7941  NAD 83(2011) X  -   -833,970.848 (meters)                     COMP
 AC7941  NAD 83(2011) Y  - -4,376,007.056 (meters)                     COMP
 AC7941  NAD 83(2011) Z  -  4,550,132.409 (meters)                     COMP
 AC7941  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 AC7941
 AC7941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7941  Standards:
 AC7941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7941  -------------------------------------------------------------------
 AC7941  NETWORK    1.19   3.55           0.56   0.37   1.81     -0.09955609
 AC7941  -------------------------------------------------------------------
 AC7941  Click here for local accuracies and other accuracy information.
 AC7941
 AC7941.The horizontal coordinates were established by GPS observations
 AC7941.and adjusted by the National Geodetic Survey in June 2012.
 AC7941
 AC7941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7941.been affixed to the stable North American tectonic plate. See 
 AC7941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7941
 AC7941.The horizontal coordinates are valid at the epoch date displayed above
 AC7941.which is a decimal equivalence of Year/Month/Day.
 AC7941
 AC7941.The orthometric height was determined by GPS observations and a
 AC7941.high-resolution geoid model.
 AC7941
 AC7941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7941.GEOID18 height accuracy estimate available here.
 AC7941
 AC7941.Click photographs - Photos may exist for this station.
 AC7941
 AC7941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7941
 AC7941.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7941
 AC7941.The ellipsoidal height was determined by GPS observations
 AC7941.and is referenced to NAD 83.
 AC7941
 AC7941. The following values were computed from the NAD 83(2011) position.
 AC7941
 AC7941;                    North         East     Units Scale Factor Converg.
 AC7941;SPC SD N     -   218,752.353   538,587.903   MT  1.00002441   -0 33 32.6
 AC7941;SPC SD N     -   717,690.01  1,767,017.15   sFT  1.00002441   -0 33 32.6
 AC7941;UTM  14      - 5,073,285.886   360,901.534   MT  0.99983787   -1 17 00.3
 AC7941
 AC7941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7941!SPC SD N     -   0.99990737  x   1.00002441  =   0.99993178
 AC7941!UTM  14      -   0.99990737  x   0.99983787  =   0.99974526
 AC7941
 AC7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6090173285(NAD 83)
 AC7941
 AC7941                          SUPERSEDED SURVEY CONTROL
 AC7941
 AC7941  NAD 83(2007)-  45 47 56.80812(N)    100 47 23.74563(W) AD(2002.00) 0
 AC7941  ELLIP H (02/10/07)  590.929  (m)                       GP(2002.00)    
 AC7941  ELLIP H (04/15/04)  590.927  (m)                       GP(       ) 2 1
 AC7941  NAD 83(1996)-  45 47 56.80745(N)    100 47 23.74509(W) AD(       ) B
 AC7941  ELLIP H (04/18/97)  590.979  (m)                       GP(       ) 4 1
 AC7941
 AC7941.Superseded values are not recommended for survey control.
 AC7941
 AC7941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7941.See file dsdata.pdf to determine how the superseded data were derived.
 AC7941
 AC7941_MARKER: Z = SEE DESCRIPTION
 AC7941_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7941_STAMPING: 12-160.90 1995
 AC7941_MARK LOGO: NGS
 AC7941_PROJECTION: FLUSH
 AC7941_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7941+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7941_ROD/PIPE-DEPTH: 5.3 meters
 AC7941_SLEEVE-DEPTH  : 1.8 meters
 AC7941
 AC7941  HISTORY     - Date     Condition        Report By
 AC7941  HISTORY     - 1995     MONUMENTED       SDDT
 AC7941  HISTORY     - 19960927 GOOD             SDDT
 AC7941
 AC7941                          STATION DESCRIPTION
 AC7941
 AC7941'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7941'THE STATION IS LOCATED 1.0 MI (1.6 KM) SOUTHEAST OF MCLAUGHLIN, NEAR
 AC7941'THE AIRPORT, ON U.S. HIGHWAY 12.  TO REACH THE STATION FROM THE POST
 AC7941'OFFICE IN MCLAUGHLIN, GO NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO
 AC7941'THE JUNCTION OF U.S. HIGHWAY 12, TURN RIGHT AND GO EAST ON U.S.
 AC7941'HIGHWAY 12 FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF A SECTION LINE ROAD
 AC7941'AND STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7941'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7941'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 100.0 FT (30.5 M) NORTHEAST
 AC7941'OF THE HIGHWAY CENTER, 14.0 FT (4.3 M) EAST OF CENTER OF THE ROAD, 7.0
 AC7941'FT (2.1 M) EAST OF A FENCE CORNER, 1.0 FT (0.3 M) SOUTHWEST OF A
 AC7941'WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) NORTHEAST OF A METAL GUARD
 AC7941'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7941'AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4142 ***********************************************************************
 AI4142  DESIGNATION -  12 181.52
 AI4142  PID         -  AI4142
 AI4142  STATE/COUNTY-  SD/CORSON
 AI4142  COUNTRY     -  US
 AI4142  USGS QUAD   -  WAKPALA SE (2017)
 AI4142
 AI4142                         *CURRENT SURVEY CONTROL
 AI4142  ______________________________________________________________________
 AI4142* NAD 83(1986) POSITION- 45 33 52.     (N) 100 33 42.     (W)   SCALED
 AI4142* NAVD 88 ORTHO HEIGHT -   537.368 (meters)     1763.01  (feet) ADJUSTED
 AI4142  ______________________________________________________________________
 AI4142  GEOID HEIGHT    -        -21.621 (meters)                     GEOID18
 AI4142  DYNAMIC HEIGHT  -        537.325 (meters)     1762.87  (feet) COMP
 AI4142  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 AI4142
 AI4142  VERT ORDER      -  FIRST     CLASS II
 AI4142
 AI4142.The horizontal coordinates were scaled from a map and have
 AI4142.an estimated accuracy of +/- 6 seconds.
 AI4142
 AI4142.The orthometric height was determined by differential leveling and
 AI4142.adjusted by the NATIONAL GEODETIC SURVEY
 AI4142.in April 2000.
 AI4142
 AI4142.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4142.GEOID18 height accuracy estimate available here.
 AI4142
 AI4142.Click photographs - Photos may exist for this station.
 AI4142
 AI4142.The dynamic height is computed by dividing the NAVD 88
 AI4142.geopotential number by the normal gravity value computed on the
 AI4142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4142.degrees latitude (g = 980.6199 gals.).
 AI4142
 AI4142.The modeled gravity was interpolated from observed gravity values.
 AI4142
 AI4142;                    North         East    Units  Estimated Accuracy
 AI4142;SPC SD N     -   192,520.      556,150.      MT  (+/- 180 meters Scaled)
 AI4142
 AI4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR781468(NAD 83)
 AI4142
 AI4142                          SUPERSEDED SURVEY CONTROL
 AI4142
 AI4142.No superseded survey control is available for this station.
 AI4142
 AI4142_MARKER: DD = SURVEY DISK
 AI4142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4142_STAMPING: 12-181.52 1997
 AI4142_MARK LOGO: SDSM
 AI4142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4142+STABILITY: SURFACE MOTION
 AI4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4142+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4142
 AI4142  HISTORY     - Date     Condition        Report By
 AI4142  HISTORY     - 1997     MONUMENTED       SDDT
 AI4142  HISTORY     - 19990623 GOOD             NGS
 AI4142
 AI4142                          STATION DESCRIPTION
 AI4142
 AI4142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4142'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4142'MAIN STREET IN MOBRIDGE, 863.7 M (2833.7 FT) EAST OF MILEPOST 181,
 AI4142'29.8 M (97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT) WEST
 AI4142'OF UNDERGROUND CABLE JUNCTION BOX NUMBER WS6C1 1, 0.9 M (3.0 FT) WEST
 AI4142'OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 20, 0.6 M (2.0 FT) SOUTH
 AI4142'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4142'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4143 ***********************************************************************
 AI4143  DESIGNATION -  12 182.30
 AI4143  PID         -  AI4143
 AI4143  STATE/COUNTY-  SD/CORSON
 AI4143  COUNTRY     -  US
 AI4143  USGS QUAD   -  WAKPALA SE (2017)
 AI4143
 AI4143                         *CURRENT SURVEY CONTROL
 AI4143  ______________________________________________________________________
 AI4143* NAD 83(1986) POSITION- 45 33 35.     (N) 100 32 45.     (W)   SCALED
 AI4143* NAVD 88 ORTHO HEIGHT -   541.310 (meters)     1775.95  (feet) ADJUSTED
 AI4143  ______________________________________________________________________
 AI4143  GEOID HEIGHT    -        -21.648 (meters)                     GEOID18
 AI4143  DYNAMIC HEIGHT  -        541.266 (meters)     1775.80  (feet) COMP
 AI4143  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 AI4143
 AI4143  VERT ORDER      -  FIRST     CLASS II
 AI4143
 AI4143.The horizontal coordinates were scaled from a map and have
 AI4143.an estimated accuracy of +/- 6 seconds.
 AI4143
 AI4143.The orthometric height was determined by differential leveling and
 AI4143.adjusted by the NATIONAL GEODETIC SURVEY
 AI4143.in April 2000.
 AI4143
 AI4143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4143.GEOID18 height accuracy estimate available here.
 AI4143
 AI4143.Click photographs - Photos may exist for this station.
 AI4143
 AI4143.The dynamic height is computed by dividing the NAVD 88
 AI4143.geopotential number by the normal gravity value computed on the
 AI4143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4143.degrees latitude (g = 980.6199 gals.).
 AI4143
 AI4143.The modeled gravity was interpolated from observed gravity values.
 AI4143
 AI4143;                    North         East    Units  Estimated Accuracy
 AI4143;SPC SD N     -   191,990.      557,390.      MT  (+/- 180 meters Scaled)
 AI4143
 AI4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR793462(NAD 83)
 AI4143
 AI4143                          SUPERSEDED SURVEY CONTROL
 AI4143
 AI4143.No superseded survey control is available for this station.
 AI4143
 AI4143_MARKER: Z = SEE DESCRIPTION
 AI4143_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4143_STAMPING: 12-182.30 1997
 AI4143_MARK LOGO: NGS
 AI4143_PROJECTION: FLUSH
 AI4143_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4143+STABILITY: POSITION/ELEVATION WELL
 AI4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4143+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4143_ROD/PIPE-DEPTH: 6.4 meters
 AI4143_SLEEVE-DEPTH  : 2.0 meters
 AI4143
 AI4143  HISTORY     - Date     Condition        Report By
 AI4143  HISTORY     - 1997     MONUMENTED       SDDT
 AI4143  HISTORY     - 19990623 GOOD             NGS
 AI4143
 AI4143                          STATION DESCRIPTION
 AI4143
 AI4143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4143'11.8 KM (7.35 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4143'MAIN STREET IN MOBRIDGE, 442.6 M (1452.1 FT) EAST OF MILEPOST 182,
 AI4143'30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.2 M (10.5 FT)
 AI4143'WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER S6 0-0, 1.0 M (3.3 FT)
 AI4143'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A T-FENCE
 AI4143'CORNER, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.4 M (1.3 FT)
 AI4143'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI4143'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE
 AI4143'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4143'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4143'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4144 ***********************************************************************
 AI4144  DESIGNATION -  12 183.20
 AI4144  PID         -  AI4144
 AI4144  STATE/COUNTY-  SD/CORSON
 AI4144  COUNTRY     -  US
 AI4144  USGS QUAD   -  WAKPALA SE (2017)
 AI4144
 AI4144                         *CURRENT SURVEY CONTROL
 AI4144  ______________________________________________________________________
 AI4144* NAD 83(1986) POSITION- 45 33 22.     (N) 100 31 37.     (W)   SCALED
 AI4144* NAVD 88 ORTHO HEIGHT -   523.948 (meters)     1718.99  (feet) ADJUSTED
 AI4144  ______________________________________________________________________
 AI4144  GEOID HEIGHT    -        -21.682 (meters)                     GEOID18
 AI4144  DYNAMIC HEIGHT  -        523.905 (meters)     1718.85  (feet) COMP
 AI4144  MODELED GRAVITY -    980,517.2   (mgal)                       NAVD 88
 AI4144
 AI4144  VERT ORDER      -  FIRST     CLASS II
 AI4144
 AI4144.The horizontal coordinates were scaled from a map and have
 AI4144.an estimated accuracy of +/- 6 seconds.
 AI4144
 AI4144.The orthometric height was determined by differential leveling and
 AI4144.adjusted by the NATIONAL GEODETIC SURVEY
 AI4144.in April 2000.
 AI4144
 AI4144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4144.GEOID18 height accuracy estimate available here.
 AI4144
 AI4144.Click photographs - Photos may exist for this station.
 AI4144
 AI4144.The dynamic height is computed by dividing the NAVD 88
 AI4144.geopotential number by the normal gravity value computed on the
 AI4144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4144.degrees latitude (g = 980.6199 gals.).
 AI4144
 AI4144.The modeled gravity was interpolated from observed gravity values.
 AI4144
 AI4144;                    North         East    Units  Estimated Accuracy
 AI4144;SPC SD N     -   191,580.      558,860.      MT  (+/- 180 meters Scaled)
 AI4144
 AI4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR808458(NAD 83)
 AI4144
 AI4144                          SUPERSEDED SURVEY CONTROL
 AI4144
 AI4144.No superseded survey control is available for this station.
 AI4144
 AI4144_MARKER: DD = SURVEY DISK
 AI4144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4144_STAMPING: 12-183.20 1997
 AI4144_MARK LOGO: SDSM
 AI4144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4144+STABILITY: SURFACE MOTION
 AI4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4144+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4144
 AI4144  HISTORY     - Date     Condition        Report By
 AI4144  HISTORY     - 1997     MONUMENTED       SDDT
 AI4144  HISTORY     - 19990623 GOOD             NGS
 AI4144
 AI4144                          STATION DESCRIPTION
 AI4144
 AI4144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4144'10.3 KM (6.40 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4144'MAIN STREET IN MOBRIDGE, 295.3 M (968.8 FT) EAST OF MILEPOST 183, 29.6
 AI4144'M (97.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT) WEST OF
 AI4144'THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS
 AI4144'POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AI4144'NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4144'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4145 ***********************************************************************
 AI4145  DESIGNATION -  12 184.25
 AI4145  PID         -  AI4145
 AI4145  STATE/COUNTY-  SD/CORSON
 AI4145  COUNTRY     -  US
 AI4145  USGS QUAD   -  WAKPALA SE (2017)
 AI4145
 AI4145                         *CURRENT SURVEY CONTROL
 AI4145  ______________________________________________________________________
 AI4145* NAD 83(1986) POSITION- 45 33 41.     (N) 100 30 33.     (W)   SCALED
 AI4145* NAVD 88 ORTHO HEIGHT -   529.919 (meters)     1738.58  (feet) ADJUSTED
 AI4145  ______________________________________________________________________
 AI4145  GEOID HEIGHT    -        -21.709 (meters)                     GEOID18
 AI4145  DYNAMIC HEIGHT  -        529.876 (meters)     1738.43  (feet) COMP
 AI4145  MODELED GRAVITY -    980,518.2   (mgal)                       NAVD 88
 AI4145
 AI4145  VERT ORDER      -  FIRST     CLASS II
 AI4145
 AI4145.The horizontal coordinates were scaled from a map and have
 AI4145.an estimated accuracy of +/- 6 seconds.
 AI4145
 AI4145.The orthometric height was determined by differential leveling and
 AI4145.adjusted by the NATIONAL GEODETIC SURVEY
 AI4145.in April 2000.
 AI4145
 AI4145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4145.GEOID18 height accuracy estimate available here.
 AI4145
 AI4145.Click photographs - Photos may exist for this station.
 AI4145
 AI4145.The dynamic height is computed by dividing the NAVD 88
 AI4145.geopotential number by the normal gravity value computed on the
 AI4145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4145.degrees latitude (g = 980.6199 gals.).
 AI4145
 AI4145.The modeled gravity was interpolated from observed gravity values.
 AI4145
 AI4145;                    North         East    Units  Estimated Accuracy
 AI4145;SPC SD N     -   192,160.      560,250.      MT  (+/- 180 meters Scaled)
 AI4145
 AI4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR822464(NAD 83)
 AI4145
 AI4145                          SUPERSEDED SURVEY CONTROL
 AI4145
 AI4145.No superseded survey control is available for this station.
 AI4145
 AI4145_MARKER: DD = SURVEY DISK
 AI4145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4145_STAMPING: 12-184.25 1997
 AI4145_MARK LOGO: SDSM
 AI4145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4145+STABILITY: SURFACE MOTION
 AI4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4145+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4145
 AI4145  HISTORY     - Date     Condition        Report By
 AI4145  HISTORY     - 1997     MONUMENTED       SDDT
 AI4145  HISTORY     - 19990623 GOOD             NGS
 AI4145
 AI4145                          STATION DESCRIPTION
 AI4145
 AI4145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4145'8.7 KM (5.40 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4145'MAIN STREET IN MOBRIDGE, 318.6 M (1045.3 FT) EAST OF MILEPOST 184,
 AI4145'30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT)
 AI4145'WEST OF THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AI4145'THE ROAD, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT)
 AI4145'SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4145'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4146 ***********************************************************************
 AI4146  DESIGNATION -  12 185.10
 AI4146  PID         -  AI4146
 AI4146  STATE/COUNTY-  SD/CORSON
 AI4146  COUNTRY     -  US
 AI4146  USGS QUAD   -  MOBRIDGE (2017)
 AI4146
 AI4146                         *CURRENT SURVEY CONTROL
 AI4146  ______________________________________________________________________
 AI4146* NAD 83(1986) POSITION- 45 34 11.     (N) 100 29 47.     (W)   SCALED
 AI4146* NAVD 88 ORTHO HEIGHT -   496.161 (meters)     1627.82  (feet) ADJUSTED
 AI4146  ______________________________________________________________________
 AI4146  GEOID HEIGHT    -        -21.726 (meters)                     GEOID18
 AI4146  DYNAMIC HEIGHT  -        496.121 (meters)     1627.69  (feet) COMP
 AI4146  MODELED GRAVITY -    980,519.7   (mgal)                       NAVD 88
 AI4146
 AI4146  VERT ORDER      -  FIRST     CLASS II
 AI4146
 AI4146.The horizontal coordinates were scaled from a map and have
 AI4146.an estimated accuracy of +/- 6 seconds.
 AI4146
 AI4146.The orthometric height was determined by differential leveling and
 AI4146.adjusted by the NATIONAL GEODETIC SURVEY
 AI4146.in April 2000.
 AI4146
 AI4146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4146.GEOID18 height accuracy estimate available here.
 AI4146
 AI4146.Click photographs - Photos may exist for this station.
 AI4146
 AI4146.The dynamic height is computed by dividing the NAVD 88
 AI4146.geopotential number by the normal gravity value computed on the
 AI4146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4146.degrees latitude (g = 980.6199 gals.).
 AI4146
 AI4146.The modeled gravity was interpolated from observed gravity values.
 AI4146
 AI4146;                    North         East    Units  Estimated Accuracy
 AI4146;SPC SD N     -   193,080.      561,250.      MT  (+/- 180 meters Scaled)
 AI4146
 AI4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR832473(NAD 83)
 AI4146
 AI4146                          SUPERSEDED SURVEY CONTROL
 AI4146
 AI4146.No superseded survey control is available for this station.
 AI4146
 AI4146_MARKER: DD = SURVEY DISK
 AI4146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4146_STAMPING: 12-185.10 1997
 AI4146_MARK LOGO: SDSM
 AI4146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4146+STABILITY: SURFACE MOTION
 AI4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4146+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4146
 AI4146  HISTORY     - Date     Condition        Report By
 AI4146  HISTORY     - 1997     MONUMENTED       SDDT
 AI4146  HISTORY     - 19990623 GOOD             NGS
 AI4146
 AI4146                          STATION DESCRIPTION
 AI4146
 AI4146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4146'7.3 KM (4.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4146'MAIN STREET IN MOBRIDGE, 122.4 M (401.6 FT) EAST OF MILEPOST 185, 22.5
 AI4146'M (73.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW
 AI4146'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST
 AI4146'AND THE CENTER 1 OF 3 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH
 AI4146'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4146'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4147 ***********************************************************************
 AI4147  DESIGNATION -  12 186.10
 AI4147  PID         -  AI4147
 AI4147  STATE/COUNTY-  SD/CORSON
 AI4147  COUNTRY     -  US
 AI4147  USGS QUAD   -  MOBRIDGE (2017)
 AI4147
 AI4147                         *CURRENT SURVEY CONTROL
 AI4147  ______________________________________________________________________
 AI4147* NAD 83(1986) POSITION- 45 34 14.     (N) 100 28 42.     (W)   SCALED
 AI4147* NAVD 88 ORTHO HEIGHT -   497.422 (meters)     1631.96  (feet) ADJUSTED
 AI4147  ______________________________________________________________________
 AI4147  GEOID HEIGHT    -        -21.755 (meters)                     GEOID18
 AI4147  DYNAMIC HEIGHT  -        497.382 (meters)     1631.83  (feet) COMP
 AI4147  MODELED GRAVITY -    980,519.7   (mgal)                       NAVD 88
 AI4147
 AI4147  VERT ORDER      -  FIRST     CLASS II
 AI4147
 AI4147.The horizontal coordinates were scaled from a map and have
 AI4147.an estimated accuracy of +/- 6 seconds.
 AI4147
 AI4147.The orthometric height was determined by differential leveling and
 AI4147.adjusted by the NATIONAL GEODETIC SURVEY
 AI4147.in April 2000.
 AI4147
 AI4147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4147.GEOID18 height accuracy estimate available here.
 AI4147
 AI4147.Click photographs - Photos may exist for this station.
 AI4147
 AI4147.The dynamic height is computed by dividing the NAVD 88
 AI4147.geopotential number by the normal gravity value computed on the
 AI4147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4147.degrees latitude (g = 980.6199 gals.).
 AI4147
 AI4147.The modeled gravity was interpolated from observed gravity values.
 AI4147
 AI4147;                    North         East    Units  Estimated Accuracy
 AI4147;SPC SD N     -   193,160.      562,660.      MT  (+/- 180 meters Scaled)
 AI4147
 AI4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR846473(NAD 83)
 AI4147
 AI4147                          SUPERSEDED SURVEY CONTROL
 AI4147
 AI4147.No superseded survey control is available for this station.
 AI4147
 AI4147_MARKER: B = BOLT
 AI4147_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI4147+WITH SETTING: PAVEMENT
 AI4147_SP_SET: FOOTING
 AI4147_STAMPING: 12-186.10
 AI4147_MARK LOGO: NONE
 AI4147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4147+STABILITY: SURFACE MOTION
 AI4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4147+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4147
 AI4147  HISTORY     - Date     Condition        Report By
 AI4147  HISTORY     - UNK      MONUMENTED       NONE
 AI4147  HISTORY     - 19990623 GOOD             NGS
 AI4147
 AI4147                          STATION DESCRIPTION
 AI4147
 AI4147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4147'5.7 KM (3.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4147'MAIN STREET IN MOBRIDGE, A 2 1/2-INCH STEEL BOLT IN THE CONCRETE
 AI4147'FOOTING OF A 2 BY 2-FT CONCRETE FOOTING FOR A HIGH LINE POLE, 144.0 M
 AI4147'(472.4 FT) EAST OF MILEPOST 186, 15.5 M (50.9 FT) NORTHEAST OF THE
 AI4147'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND
 AI4147'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS
 AI4147'ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4148 ***********************************************************************
 AI4148  DESIGNATION -  12 187.20
 AI4148  PID         -  AI4148
 AI4148  STATE/COUNTY-  SD/WALWORTH
 AI4148  COUNTRY     -  US
 AI4148  USGS QUAD   -  MOBRIDGE (2017)
 AI4148
 AI4148                         *CURRENT SURVEY CONTROL
 AI4148  ______________________________________________________________________
 AI4148* NAD 83(1986) POSITION- 45 33 37.     (N) 100 27 37.     (W)   SCALED
 AI4148* NAVD 88 ORTHO HEIGHT -   514.047 (meters)     1686.50  (feet) ADJUSTED
 AI4148  ______________________________________________________________________
 AI4148  GEOID HEIGHT    -        -21.787 (meters)                     GEOID18
 AI4148  DYNAMIC HEIGHT  -        514.005 (meters)     1686.36  (feet) COMP
 AI4148  MODELED GRAVITY -    980,518.2   (mgal)                       NAVD 88
 AI4148
 AI4148  VERT ORDER      -  FIRST     CLASS II
 AI4148
 AI4148.The horizontal coordinates were scaled from a map and have
 AI4148.an estimated accuracy of +/- 6 seconds.
 AI4148
 AI4148.The orthometric height was determined by differential leveling and
 AI4148.adjusted by the NATIONAL GEODETIC SURVEY
 AI4148.in April 2000.
 AI4148
 AI4148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4148.GEOID18 height accuracy estimate available here.
 AI4148
 AI4148.Click photographs - Photos may exist for this station.
 AI4148
 AI4148.The dynamic height is computed by dividing the NAVD 88
 AI4148.geopotential number by the normal gravity value computed on the
 AI4148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4148.degrees latitude (g = 980.6199 gals.).
 AI4148
 AI4148.The modeled gravity was interpolated from observed gravity values.
 AI4148
 AI4148;                    North         East    Units  Estimated Accuracy
 AI4148;SPC SD N     -   192,010.      564,070.      MT  (+/- 180 meters Scaled)
 AI4148
 AI4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR860462(NAD 83)
 AI4148
 AI4148                          SUPERSEDED SURVEY CONTROL
 AI4148
 AI4148.No superseded survey control is available for this station.
 AI4148
 AI4148_MARKER: B = BOLT
 AI4148_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI4148+WITH SETTING: PAVEMENT
 AI4148_SP_SET: FOOTING
 AI4148_STAMPING: 12-187.20
 AI4148_MARK LOGO: NONE
 AI4148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4148+STABILITY: SURFACE MOTION
 AI4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4148+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4148
 AI4148  HISTORY     - Date     Condition        Report By
 AI4148  HISTORY     - 1996     MONUMENTED       SDDT
 AI4148  HISTORY     - 19990623 GOOD             NGS
 AI4148
 AI4148                          STATION DESCRIPTION
 AI4148
 AI4148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4148'3.9 KM (2.40 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4148'MAIN STREET IN MOBRIDGE, A 2 1/2-INCH STEEL BOLT IN A 2 BY 2-FT
 AI4148'CONCRETE FOOTING FOR A HIGH LINE POLE, 323.0 M (1059.7 FT) EAST OF
 AI4148'MILEPOST 187, 14.6 M (47.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 AI4148'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE
 AI4148'THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4148'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9561 ***********************************************************************
 AE9561  DESIGNATION -  12 187.59
 AE9561  PID         -  AE9561
 AE9561  STATE/COUNTY-  SD/WALWORTH
 AE9561  COUNTRY     -  US
 AE9561  USGS QUAD   -  MOBRIDGE (2017)
 AE9561
 AE9561                         *CURRENT SURVEY CONTROL
 AE9561  ______________________________________________________________________
 AE9561* NAD 83(1986) POSITION- 45 33 25.     (N) 100 27 15.     (W)   SCALED
 AE9561* NAVD 88 ORTHO HEIGHT -   511.092 (meters)     1676.81  (feet) ADJUSTED
 AE9561  ______________________________________________________________________
 AE9561  GEOID HEIGHT    -        -21.796 (meters)                     GEOID18
 AE9561  DYNAMIC HEIGHT  -        511.050 (meters)     1676.67  (feet) COMP
 AE9561  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 AE9561
 AE9561  VERT ORDER      -  FIRST     CLASS II
 AE9561
 AE9561.The horizontal coordinates were scaled from a map and have
 AE9561.an estimated accuracy of +/- 6 seconds.
 AE9561
 AE9561.The orthometric height was determined by differential leveling and
 AE9561.adjusted by the NATIONAL GEODETIC SURVEY
 AE9561.in July 1998.
 AE9561
 AE9561.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9561.GEOID18 height accuracy estimate available here.
 AE9561
 AE9561.Click photographs - Photos may exist for this station.
 AE9561
 AE9561.The dynamic height is computed by dividing the NAVD 88
 AE9561.geopotential number by the normal gravity value computed on the
 AE9561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9561.degrees latitude (g = 980.6199 gals.).
 AE9561
 AE9561.The modeled gravity was interpolated from observed gravity values.
 AE9561
 AE9561;                    North         East    Units  Estimated Accuracy
 AE9561;SPC SD N     -   191,640.      564,540.      MT  (+/- 180 meters Scaled)
 AE9561
 AE9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR865458(NAD 83)
 AE9561
 AE9561                          SUPERSEDED SURVEY CONTROL
 AE9561
 AE9561.No superseded survey control is available for this station.
 AE9561
 AE9561_MARKER: DD = SURVEY DISK
 AE9561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9561_STAMPING: 12-187.59 1996
 AE9561_MARK LOGO: SDDT
 AE9561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9561+STABILITY: SURFACE MOTION
 AE9561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9561+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AE9561
 AE9561  HISTORY     - Date     Condition        Report By
 AE9561  HISTORY     - 1996     MONUMENTED       SDDT
 AE9561  HISTORY     - 19970311 GOOD             NGS
 AE9561  HISTORY     - 19990623 GOOD             NGS
 AE9561
 AE9561                          STATION DESCRIPTION
 AE9561
 AE9561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9561'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9561'MAIN STREET IN MOBRIDGE, 682.0 M (2237.5 FT) WEST OF MILEPOST 188,
 AE9561'29.6 M (97.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT)
 AE9561'NORTHWEST OF THE CENTER OF A PAVED ROAD, 1.2 M (3.9 FT) BELOW THE
 AE9561'LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHEAST OF THE SOUTHEAST CORNER
 AE9561'OF A CHAIN-LINK FENCE ENCLOSING THE DEPARTMENT OF TRANSPORTATION
 AE9561'COMPLEX, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 AE9561'IS FLUSH WITH THE GROUND SURFACE.
 AE9561
 AE9561                          STATION RECOVERY (1999)
 AE9561
 AE9561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE9561'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9561'MAIN STREET IN MOBRIDGE, 682.0 M (2237.5 FT) WEST OF MILEPOST 188,
 AE9561'29.6 M (97.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT)
 AE9561'NORTHWEST OF THE CENTER OF A PAVED ROAD, 1.2 M (3.9 FT) BELOW THE
 AE9561'LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHEAST OF THE EAST CORNER OF A
 AE9561'CHAIN-LINK FENCE ENCLOSING THE DEPARTMENT OF TRANSPORTATION COMPLEX,
 AE9561'0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AE9561'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AE9561'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9562 ***********************************************************************
 AE9562  DESIGNATION -  12 191.95
 AE9562  PID         -  AE9562
 AE9562  STATE/COUNTY-  SD/WALWORTH
 AE9562  COUNTRY     -  US
 AE9562  USGS QUAD   -  MOBRIDGE (2017)
 AE9562
 AE9562                         *CURRENT SURVEY CONTROL
 AE9562  ______________________________________________________________________
 AE9562* NAD 83(1986) POSITION- 45 32 15.     (N) 100 23 13.     (W)   SCALED
 AE9562* NAVD 88 ORTHO HEIGHT -   541.285 (meters)     1775.87  (feet) ADJUSTED
 AE9562  ______________________________________________________________________
 AE9562  GEOID HEIGHT    -        -21.900 (meters)                     GEOID18
 AE9562  DYNAMIC HEIGHT  -        541.235 (meters)     1775.70  (feet) COMP
 AE9562  MODELED GRAVITY -    980,506.7   (mgal)                       NAVD 88
 AE9562
 AE9562  VERT ORDER      -  FIRST     CLASS II
 AE9562
 AE9562.The horizontal coordinates were scaled from a map and have
 AE9562.an estimated accuracy of +/- 6 seconds.
 AE9562
 AE9562.The orthometric height was determined by differential leveling and
 AE9562.adjusted by the NATIONAL GEODETIC SURVEY
 AE9562.in July 1998.
 AE9562
 AE9562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9562.GEOID18 height accuracy estimate available here.
 AE9562
 AE9562.Click photographs - Photos may exist for this station.
 AE9562
 AE9562.The dynamic height is computed by dividing the NAVD 88
 AE9562.geopotential number by the normal gravity value computed on the
 AE9562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9562.degrees latitude (g = 980.6199 gals.).
 AE9562
 AE9562.The modeled gravity was interpolated from observed gravity values.
 AE9562
 AE9562;                    North         East    Units  Estimated Accuracy
 AE9562;SPC SD N     -   189,450.      569,780.      MT  (+/- 180 meters Scaled)
 AE9562
 AE9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR917435(NAD 83)
 AE9562
 AE9562                          SUPERSEDED SURVEY CONTROL
 AE9562
 AE9562.No superseded survey control is available for this station.
 AE9562
 AE9562_MARKER: DD = SURVEY DISK
 AE9562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9562_STAMPING: 12-191.95 1996
 AE9562_MARK LOGO: SDDT
 AE9562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9562+STABILITY: SURFACE MOTION
 AE9562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9562+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9562
 AE9562  HISTORY     - Date     Condition        Report By
 AE9562  HISTORY     - 1996     MONUMENTED       SDDT
 AE9562  HISTORY     - 19970311 GOOD             NGS
 AE9562
 AE9562                          STATION DESCRIPTION
 AE9562
 AE9562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9562'3.7 KM (2.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9562'MAIN STREET IN MOBRIDGE, 108.6 M (356.3 FT) WEST OF MILEPOST 192, 44.2
 AE9562'M (145.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 29.9 M (98.1 FT) EAST OF
 AE9562'THE CENTER OF 288TH AVENUE, 12.7 M (41.7 FT) NORTH OF A FENCE CORNER,
 AE9562'7.8 M (25.6 FT) SOUTH OF A FIRE HYDRANT, 0.5 M (1.6 FT) WEST OF A
 AE9562'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9562'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9563 ***********************************************************************
 AE9563  DESIGNATION -  12 193.02
 AE9563  PID         -  AE9563
 AE9563  STATE/COUNTY-  SD/WALWORTH
 AE9563  COUNTRY     -  US
 AE9563  USGS QUAD   -  GLENHAM (2017)
 AE9563
 AE9563                         *CURRENT SURVEY CONTROL
 AE9563  ______________________________________________________________________
 AE9563* NAD 83(1986) POSITION- 45 32 19.     (N) 100 21 56.     (W)   SCALED
 AE9563* NAVD 88 ORTHO HEIGHT -   560.849 (meters)     1840.05  (feet) ADJUSTED
 AE9563  ______________________________________________________________________
 AE9563  GEOID HEIGHT    -        -21.925 (meters)                     GEOID18
 AE9563  DYNAMIC HEIGHT  -        560.795 (meters)     1839.87  (feet) COMP
 AE9563  MODELED GRAVITY -    980,502.0   (mgal)                       NAVD 88
 AE9563
 AE9563  VERT ORDER      -  FIRST     CLASS II
 AE9563
 AE9563.The horizontal coordinates were scaled from a map and have
 AE9563.an estimated accuracy of +/- 6 seconds.
 AE9563
 AE9563.The orthometric height was determined by differential leveling and
 AE9563.adjusted by the NATIONAL GEODETIC SURVEY
 AE9563.in July 1998.
 AE9563
 AE9563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9563.GEOID18 height accuracy estimate available here.
 AE9563
 AE9563.Click photographs - Photos may exist for this station.
 AE9563
 AE9563.The dynamic height is computed by dividing the NAVD 88
 AE9563.geopotential number by the normal gravity value computed on the
 AE9563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9563.degrees latitude (g = 980.6199 gals.).
 AE9563
 AE9563.The modeled gravity was interpolated from observed gravity values.
 AE9563
 AE9563;                    North         East    Units  Estimated Accuracy
 AE9563;SPC SD N     -   189,560.      571,450.      MT  (+/- 180 meters Scaled)
 AE9563
 AE9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR933436(NAD 83)
 AE9563
 AE9563                          SUPERSEDED SURVEY CONTROL
 AE9563
 AE9563.No superseded survey control is available for this station.
 AE9563
 AE9563_MARKER: DD = SURVEY DISK
 AE9563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9563_STAMPING: 12-193.02 1996
 AE9563_MARK LOGO: SDDT
 AE9563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9563+STABILITY: SURFACE MOTION
 AE9563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9563+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9563
 AE9563  HISTORY     - Date     Condition        Report By
 AE9563  HISTORY     - 1996     MONUMENTED       SDDT
 AE9563  HISTORY     - 19970311 GOOD             NGS
 AE9563
 AE9563                          STATION DESCRIPTION
 AE9563
 AE9563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9563'5.4 KM (3.35 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9563'MAIN STREET IN MOBRIDGE, 147.9 M (485.2 FT) EAST OF THE CENTER OF A
 AE9563'GRAVELED ROAD, 51.0 M (167.3 FT) NORTHEAST OF MILEPOST 193, 24.7 M
 AE9563'(81.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) SOUTHEAST
 AE9563'OF A WITNESS POST AND FENCE, 3.7 M (12.1 FT) WEST OF THE CENTER OF A
 AE9563'FIELD ENTRANCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AE9563'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9564 ***********************************************************************
 AE9564  DESIGNATION -  12 193.98
 AE9564  PID         -  AE9564
 AE9564  STATE/COUNTY-  SD/WALWORTH
 AE9564  COUNTRY     -  US
 AE9564  USGS QUAD   -  GLENHAM (2017)
 AE9564
 AE9564                         *CURRENT SURVEY CONTROL
 AE9564  ______________________________________________________________________
 AE9564* NAD 83(1986) POSITION- 45 32 13.     (N) 100 20 44.     (W)   SCALED
 AE9564* NAVD 88 ORTHO HEIGHT -   580.686 (meters)     1905.13  (feet) ADJUSTED
 AE9564  ______________________________________________________________________
 AE9564  GEOID HEIGHT    -        -21.952 (meters)                     GEOID18
 AE9564  DYNAMIC HEIGHT  -        580.631 (meters)     1904.95  (feet) COMP
 AE9564  MODELED GRAVITY -    980,502.4   (mgal)                       NAVD 88
 AE9564
 AE9564  VERT ORDER      -  FIRST     CLASS II
 AE9564
 AE9564.The horizontal coordinates were scaled from a map and have
 AE9564.an estimated accuracy of +/- 6 seconds.
 AE9564
 AE9564.The orthometric height was determined by differential leveling and
 AE9564.adjusted by the NATIONAL GEODETIC SURVEY
 AE9564.in July 1998.
 AE9564
 AE9564.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9564.GEOID18 height accuracy estimate available here.
 AE9564
 AE9564.Click photographs - Photos may exist for this station.
 AE9564
 AE9564.The dynamic height is computed by dividing the NAVD 88
 AE9564.geopotential number by the normal gravity value computed on the
 AE9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9564.degrees latitude (g = 980.6199 gals.).
 AE9564
 AE9564.The modeled gravity was interpolated from observed gravity values.
 AE9564
 AE9564;                    North         East    Units  Estimated Accuracy
 AE9564;SPC SD N     -   189,370.      573,010.      MT  (+/- 180 meters Scaled)
 AE9564
 AE9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR949434(NAD 83)
 AE9564
 AE9564                          SUPERSEDED SURVEY CONTROL
 AE9564
 AE9564.No superseded survey control is available for this station.
 AE9564
 AE9564_MARKER: DD = SURVEY DISK
 AE9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9564_STAMPING: 12-193.98 1996
 AE9564_MARK LOGO: SDDT
 AE9564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9564+STABILITY: SURFACE MOTION
 AE9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9564+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9564
 AE9564  HISTORY     - Date     Condition        Report By
 AE9564  HISTORY     - 1996     MONUMENTED       SDDT
 AE9564  HISTORY     - 19970311 GOOD             NGS
 AE9564
 AE9564                          STATION DESCRIPTION
 AE9564
 AE9564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9564'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9564'MAIN STREET IN MOBRIDGE, 51.2 M (168.0 FT) SOUTHWEST OF MILEPOST 194,
 AE9564'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) EAST
 AE9564'OF THE CENTER OF A DIRT ROAD LEADING TO A SUB-STATION, 0.9 M (3.0 FT)
 AE9564'ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A WITNESS POST
 AE9564'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9565 ***********************************************************************
 AE9565  DESIGNATION -  12 194.98
 AE9565  PID         -  AE9565
 AE9565  STATE/COUNTY-  SD/WALWORTH
 AE9565  COUNTRY     -  US
 AE9565  USGS QUAD   -  GLENHAM (2017)
 AE9565
 AE9565                         *CURRENT SURVEY CONTROL
 AE9565  ______________________________________________________________________
 AE9565* NAD 83(1986) POSITION- 45 32 13.     (N) 100 19 30.     (W)   SCALED
 AE9565* NAVD 88 ORTHO HEIGHT -   548.730 (meters)     1800.29  (feet) ADJUSTED
 AE9565  ______________________________________________________________________
 AE9565  GEOID HEIGHT    -        -21.984 (meters)                     GEOID18
 AE9565  DYNAMIC HEIGHT  -        548.677 (meters)     1800.12  (feet) COMP
 AE9565  MODELED GRAVITY -    980,503.7   (mgal)                       NAVD 88
 AE9565
 AE9565  VERT ORDER      -  FIRST     CLASS II
 AE9565
 AE9565.The horizontal coordinates were scaled from a map and have
 AE9565.an estimated accuracy of +/- 6 seconds.
 AE9565
 AE9565.The orthometric height was determined by differential leveling and
 AE9565.adjusted by the NATIONAL GEODETIC SURVEY
 AE9565.in July 1998.
 AE9565
 AE9565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9565.GEOID18 height accuracy estimate available here.
 AE9565
 AE9565.Click photographs - Photos may exist for this station.
 AE9565
 AE9565.The dynamic height is computed by dividing the NAVD 88
 AE9565.geopotential number by the normal gravity value computed on the
 AE9565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9565.degrees latitude (g = 980.6199 gals.).
 AE9565
 AE9565.The modeled gravity was interpolated from observed gravity values.
 AE9565
 AE9565;                    North         East    Units  Estimated Accuracy
 AE9565;SPC SD N     -   189,370.      574,620.      MT  (+/- 180 meters Scaled)
 AE9565
 AE9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR965434(NAD 83)
 AE9565
 AE9565                          SUPERSEDED SURVEY CONTROL
 AE9565
 AE9565.No superseded survey control is available for this station.
 AE9565
 AE9565_MARKER: DD = SURVEY DISK
 AE9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9565_STAMPING: 12-194.98 1996
 AE9565_MARK LOGO: SDDT
 AE9565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9565+STABILITY: SURFACE MOTION
 AE9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9565+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9565
 AE9565  HISTORY     - Date     Condition        Report By
 AE9565  HISTORY     - 1996     MONUMENTED       SDDT
 AE9565  HISTORY     - 19970311 GOOD             NGS
 AE9565
 AE9565                          STATION DESCRIPTION
 AE9565
 AE9565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9565'8.5 KM (5.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9565'MAIN STREET IN MOBRIDGE, 55.6 M (182.4 FT) SOUTHWEST OF MILEPOST 195,
 AE9565'29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW
 AE9565'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND
 AE9565'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9566 ***********************************************************************
 AE9566  DESIGNATION -  12 195.88
 AE9566  PID         -  AE9566
 AE9566  STATE/COUNTY-  SD/WALWORTH
 AE9566  COUNTRY     -  US
 AE9566  USGS QUAD   -  GLENHAM (2017)
 AE9566
 AE9566                         *CURRENT SURVEY CONTROL
 AE9566  ______________________________________________________________________
 AE9566* NAD 83(1986) POSITION- 45 32 17.     (N) 100 18 20.     (W)   SCALED
 AE9566* NAVD 88 ORTHO HEIGHT -   513.583 (meters)     1684.98  (feet) ADJUSTED
 AE9566  ______________________________________________________________________
 AE9566  GEOID HEIGHT    -        -22.012 (meters)                     GEOID18
 AE9566  DYNAMIC HEIGHT  -        513.534 (meters)     1684.82  (feet) COMP
 AE9566  MODELED GRAVITY -    980,504.9   (mgal)                       NAVD 88
 AE9566
 AE9566  VERT ORDER      -  FIRST     CLASS II
 AE9566
 AE9566.The horizontal coordinates were scaled from a map and have
 AE9566.an estimated accuracy of +/- 6 seconds.
 AE9566
 AE9566.The orthometric height was determined by differential leveling and
 AE9566.adjusted by the NATIONAL GEODETIC SURVEY
 AE9566.in July 1998.
 AE9566
 AE9566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9566.GEOID18 height accuracy estimate available here.
 AE9566
 AE9566.Click photographs - Photos may exist for this station.
 AE9566
 AE9566.The dynamic height is computed by dividing the NAVD 88
 AE9566.geopotential number by the normal gravity value computed on the
 AE9566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9566.degrees latitude (g = 980.6199 gals.).
 AE9566
 AE9566.The modeled gravity was interpolated from observed gravity values.
 AE9566
 AE9566;                    North         East    Units  Estimated Accuracy
 AE9566;SPC SD N     -   189,480.      576,140.      MT  (+/- 180 meters Scaled)
 AE9566
 AE9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR980435(NAD 83)
 AE9566
 AE9566                          SUPERSEDED SURVEY CONTROL
 AE9566
 AE9566.No superseded survey control is available for this station.
 AE9566
 AE9566_MARKER: Z = SEE DESCRIPTION
 AE9566_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9566_STAMPING: 12-195.88 1996
 AE9566_MARK LOGO: NGS
 AE9566_PROJECTION: FLUSH
 AE9566_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9566+STABILITY: POSITION/ELEVATION WELL
 AE9566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9566+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9566_ROD/PIPE-DEPTH: 6.4 meters
 AE9566_SLEEVE-DEPTH  : 1.8 meters
 AE9566
 AE9566  HISTORY     - Date     Condition        Report By
 AE9566  HISTORY     - 1996     MONUMENTED       SDDT
 AE9566  HISTORY     - 19970311 GOOD             NGS
 AE9566
 AE9566                          STATION DESCRIPTION
 AE9566
 AE9566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9566'10.0 KM (6.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9566'MAIN STREET IN MOBRIDGE, 186.0 M (610.2 FT) WEST OF MILEPOST 196, 45.7
 AE9566'M (149.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT) EAST OF
 AE9566'THE CENTER OF A PAVED ROAD LEADING TO MOLSTAD LAKE, 15.2 M (49.9 FT)
 AE9566'NORTH OF A FENCE CORNER, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE
 AE9566'HIGHWAY, 0.5 M (1.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 AE9566'WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST. NOTE--THE
 AE9566'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AE9566'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AE9566'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AE9566'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9567 ***********************************************************************
 AE9567  DESIGNATION -  12 196.85
 AE9567  PID         -  AE9567
 AE9567  STATE/COUNTY-  SD/WALWORTH
 AE9567  COUNTRY     -  US
 AE9567  USGS QUAD   -  GLENHAM (2017)
 AE9567
 AE9567                         *CURRENT SURVEY CONTROL
 AE9567  ______________________________________________________________________
 AE9567* NAD 83(1986) POSITION- 45 32 12.     (N) 100 17 09.     (W)   SCALED
 AE9567* NAVD 88 ORTHO HEIGHT -   514.017 (meters)     1686.40  (feet) ADJUSTED
 AE9567  ______________________________________________________________________
 AE9567  GEOID HEIGHT    -        -22.038 (meters)                     GEOID18
 AE9567  DYNAMIC HEIGHT  -        513.968 (meters)     1686.24  (feet) COMP
 AE9567  MODELED GRAVITY -    980,506.1   (mgal)                       NAVD 88
 AE9567
 AE9567  VERT ORDER      -  FIRST     CLASS II
 AE9567
 AE9567.The horizontal coordinates were scaled from a map and have
 AE9567.an estimated accuracy of +/- 6 seconds.
 AE9567
 AE9567.The orthometric height was determined by differential leveling and
 AE9567.adjusted by the NATIONAL GEODETIC SURVEY
 AE9567.in July 1998.
 AE9567
 AE9567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9567.GEOID18 height accuracy estimate available here.
 AE9567
 AE9567.Click photographs - Photos may exist for this station.
 AE9567
 AE9567.The dynamic height is computed by dividing the NAVD 88
 AE9567.geopotential number by the normal gravity value computed on the
 AE9567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9567.degrees latitude (g = 980.6199 gals.).
 AE9567
 AE9567.The modeled gravity was interpolated from observed gravity values.
 AE9567
 AE9567;                    North         East    Units  Estimated Accuracy
 AE9567;SPC SD N     -   189,320.      577,680.      MT  (+/- 180 meters Scaled)
 AE9567
 AE9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR996433(NAD 83)
 AE9567
 AE9567                          SUPERSEDED SURVEY CONTROL
 AE9567
 AE9567.No superseded survey control is available for this station.
 AE9567
 AE9567_MARKER: DD = SURVEY DISK
 AE9567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9567_STAMPING: 12-196.85 1996
 AE9567_MARK LOGO: SDDT
 AE9567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9567+STABILITY: SURFACE MOTION
 AE9567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9567+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9567
 AE9567  HISTORY     - Date     Condition        Report By
 AE9567  HISTORY     - 1996     MONUMENTED       SDDT
 AE9567  HISTORY     - 19970311 GOOD             NGS
 AE9567
 AE9567                          STATION DESCRIPTION
 AE9567
 AE9567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9567'11.6 KM (7.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9567'MAIN STREET IN MOBRIDGE, 211.0 M (692.3 FT) WEST OF MILEPOST 197, 36.0
 AE9567'M (118.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.1 M (43.0 FT) WEST OF
 AE9567'THE CENTER OF A TRACK ROAD, 6.1 M (20.0 FT) SOUTH OF AN UNDERGROUND
 AE9567'CABLE JUNCTION BOX, 5.5 M (18.0 FT) SOUTH OF A FENCE CORNER, 5.2 M
 AE9567'(17.1 FT) SOUTHWEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY,
 AE9567'0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF
 AE9567'THE SOUTH END OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT) NORTHEAST OF A
 AE9567'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9568 ***********************************************************************
 AE9568  DESIGNATION -  12 197.90
 AE9568  PID         -  AE9568
 AE9568  STATE/COUNTY-  SD/WALWORTH
 AE9568  COUNTRY     -  US
 AE9568  USGS QUAD   -  GLENHAM (2017)
 AE9568
 AE9568                         *CURRENT SURVEY CONTROL
 AE9568  ______________________________________________________________________
 AE9568* NAD 83(1986) POSITION- 45 32 15.     (N) 100 15 50.     (W)   SCALED
 AE9568* NAVD 88 ORTHO HEIGHT -   536.766 (meters)     1761.04  (feet) ADJUSTED
 AE9568  ______________________________________________________________________
 AE9568  GEOID HEIGHT    -        -22.063 (meters)                     GEOID18
 AE9568  DYNAMIC HEIGHT  -        536.717 (meters)     1760.88  (feet) COMP
 AE9568  MODELED GRAVITY -    980,506.9   (mgal)                       NAVD 88
 AE9568
 AE9568  VERT ORDER      -  FIRST     CLASS II
 AE9568
 AE9568.The horizontal coordinates were scaled from a map and have
 AE9568.an estimated accuracy of +/- 6 seconds.
 AE9568
 AE9568.The orthometric height was determined by differential leveling and
 AE9568.adjusted by the NATIONAL GEODETIC SURVEY
 AE9568.in July 1998.
 AE9568
 AE9568.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9568.GEOID18 height accuracy estimate available here.
 AE9568
 AE9568.Click photographs - Photos may exist for this station.
 AE9568
 AE9568.The dynamic height is computed by dividing the NAVD 88
 AE9568.geopotential number by the normal gravity value computed on the
 AE9568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9568.degrees latitude (g = 980.6199 gals.).
 AE9568
 AE9568.The modeled gravity was interpolated from observed gravity values.
 AE9568
 AE9568;                    North         East    Units  Estimated Accuracy
 AE9568;SPC SD N     -   189,410.      579,390.      MT  (+/- 180 meters Scaled)
 AE9568
 AE9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR013434(NAD 83)
 AE9568
 AE9568                          SUPERSEDED SURVEY CONTROL
 AE9568
 AE9568.No superseded survey control is available for this station.
 AE9568
 AE9568_MARKER: DD = SURVEY DISK
 AE9568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9568_STAMPING: 12-197.90 1996
 AE9568_MARK LOGO: SDDT
 AE9568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9568+STABILITY: SURFACE MOTION
 AE9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9568+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9568
 AE9568  HISTORY     - Date     Condition        Report By
 AE9568  HISTORY     - 1996     MONUMENTED       SDDT
 AE9568  HISTORY     - 19970311 GOOD             NGS
 AE9568
 AE9568                          STATION DESCRIPTION
 AE9568
 AE9568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9568'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9568'MAIN STREET IN MOBRIDGE, 133.0 M (436.4 FT) WEST OF MILEPOST 198, 29.9
 AE9568'M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) WEST OF
 AE9568'THE CENTER OF A FIELD ENTRANCE AND THE EXTENDED CENTER OF THE ENTRANCE
 AE9568'TO THE GLENHAM CEMETERY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9568'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF THE CENTER OF 3 BRACED FENCE POSTS,
 AE9568'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9568'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9569 ***********************************************************************
 AE9569  DESIGNATION -  12 199.00
 AE9569  PID         -  AE9569
 AE9569  STATE/COUNTY-  SD/WALWORTH
 AE9569  COUNTRY     -  US
 AE9569  USGS QUAD   -  SELBY SW (2017)
 AE9569
 AE9569                         *CURRENT SURVEY CONTROL
 AE9569  ______________________________________________________________________
 AE9569* NAD 83(1986) POSITION- 45 32 14.     (N) 100 14 28.     (W)   SCALED
 AE9569* NAVD 88 ORTHO HEIGHT -   528.878 (meters)     1735.16  (feet) ADJUSTED
 AE9569  ______________________________________________________________________
 AE9569  GEOID HEIGHT    -        -22.090 (meters)                     GEOID18
 AE9569  DYNAMIC HEIGHT  -        528.827 (meters)     1734.99  (feet) COMP
 AE9569  MODELED GRAVITY -    980,502.4   (mgal)                       NAVD 88
 AE9569
 AE9569  VERT ORDER      -  FIRST     CLASS II
 AE9569
 AE9569.The horizontal coordinates were scaled from a map and have
 AE9569.an estimated accuracy of +/- 6 seconds.
 AE9569
 AE9569.The orthometric height was determined by differential leveling and
 AE9569.adjusted by the NATIONAL GEODETIC SURVEY
 AE9569.in July 1998.
 AE9569
 AE9569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9569.GEOID18 height accuracy estimate available here.
 AE9569
 AE9569.Click photographs - Photos may exist for this station.
 AE9569
 AE9569.The dynamic height is computed by dividing the NAVD 88
 AE9569.geopotential number by the normal gravity value computed on the
 AE9569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9569.degrees latitude (g = 980.6199 gals.).
 AE9569
 AE9569.The modeled gravity was interpolated from observed gravity values.
 AE9569
 AE9569;                    North         East    Units  Estimated Accuracy
 AE9569;SPC SD N     -   189,370.      581,170.      MT  (+/- 180 meters Scaled)
 AE9569
 AE9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR031433(NAD 83)
 AE9569
 AE9569                          SUPERSEDED SURVEY CONTROL
 AE9569
 AE9569.No superseded survey control is available for this station.
 AE9569
 AE9569_MARKER: DD = SURVEY DISK
 AE9569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9569_STAMPING: 12-199.00 1996
 AE9569_MARK LOGO: SDDT
 AE9569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9569+STABILITY: SURFACE MOTION
 AE9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9569+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9569
 AE9569  HISTORY     - Date     Condition        Report By
 AE9569  HISTORY     - 1996     MONUMENTED       SDDT
 AE9569  HISTORY     - 19970311 GOOD             NGS
 AE9569
 AE9569                          STATION DESCRIPTION
 AE9569
 AE9569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9569'15.0 KM (9.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9569'MAIN STREET IN MOBRIDGE, 91.4 M (299.9 FT) EAST OF THE CENTER OF A
 AE9569'DRIVEWAY, 41.6 M (136.5 FT) NORTH OF MILEPOST 199, 29.9 M (98.1 FT)
 AE9569'NORTH OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE
 AE9569'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) SOUTH OF A
 AE9569'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9570 ***********************************************************************
 AE9570  DESIGNATION -  12 199.90
 AE9570  PID         -  AE9570
 AE9570  STATE/COUNTY-  SD/WALWORTH
 AE9570  COUNTRY     -  US
 AE9570  USGS QUAD   -  SELBY SW (2017)
 AE9570
 AE9570                         *CURRENT SURVEY CONTROL
 AE9570  ______________________________________________________________________
 AE9570* NAD 83(1986) POSITION- 45 32 15.     (N) 100 13 25.     (W)   SCALED
 AE9570* NAVD 88 ORTHO HEIGHT -   541.851 (meters)     1777.72  (feet) ADJUSTED
 AE9570  ______________________________________________________________________
 AE9570  GEOID HEIGHT    -        -22.110 (meters)                     GEOID18
 AE9570  DYNAMIC HEIGHT  -        541.797 (meters)     1777.55  (feet) COMP
 AE9570  MODELED GRAVITY -    980,499.7   (mgal)                       NAVD 88
 AE9570
 AE9570  VERT ORDER      -  FIRST     CLASS II
 AE9570
 AE9570.The horizontal coordinates were scaled from a map and have
 AE9570.an estimated accuracy of +/- 6 seconds.
 AE9570
 AE9570.The orthometric height was determined by differential leveling and
 AE9570.adjusted by the NATIONAL GEODETIC SURVEY
 AE9570.in July 1998.
 AE9570
 AE9570.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9570.GEOID18 height accuracy estimate available here.
 AE9570
 AE9570.Click photographs - Photos may exist for this station.
 AE9570
 AE9570.The dynamic height is computed by dividing the NAVD 88
 AE9570.geopotential number by the normal gravity value computed on the
 AE9570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9570.degrees latitude (g = 980.6199 gals.).
 AE9570
 AE9570.The modeled gravity was interpolated from observed gravity values.
 AE9570
 AE9570;                    North         East    Units  Estimated Accuracy
 AE9570;SPC SD N     -   189,400.      582,540.      MT  (+/- 180 meters Scaled)
 AE9570
 AE9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR044433(NAD 83)
 AE9570
 AE9570                          SUPERSEDED SURVEY CONTROL
 AE9570
 AE9570.No superseded survey control is available for this station.
 AE9570
 AE9570_MARKER: DD = SURVEY DISK
 AE9570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9570_STAMPING: 12-199.90 1996
 AE9570_MARK LOGO: SDDT
 AE9570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9570+STABILITY: SURFACE MOTION
 AE9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9570+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9570
 AE9570  HISTORY     - Date     Condition        Report By
 AE9570  HISTORY     - 1996     MONUMENTED       SDDT
 AE9570  HISTORY     - 19970311 GOOD             NGS
 AE9570
 AE9570                          STATION DESCRIPTION
 AE9570
 AE9570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9570'16.5 KM (10.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9570'MAIN STREET IN MOBRIDGE, 145.0 M (475.7 FT) WEST OF MILEPOST 200, 29.9
 AE9570'M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.7 M (67.9 FT) EAST OF
 AE9570'THE CENTER OF A GRAVELED ROAD, 15.8 M (51.8 FT) NORTHEAST OF A UTILITY
 AE9570'POLE WITH 2 GUY CABLES, 12.5 M (41.0 FT) EAST OF THE SOUTH END OF A
 AE9570'CULVERT UNDER A FIELD ENTRANCE, 8.8 M (28.9 FT) NORTHEAST OF A WATER
 AE9570'VALUE, 5.9 M (19.4 FT) EAST OF A WATER VALVE, 1.8 M (5.9 FT) BELOW THE
 AE9570'LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) EAST OF A 4 BY 4-INCH YELLOW
 AE9570'POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9570'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9571 ***********************************************************************
 AE9571  DESIGNATION -  12 200.93
 AE9571  PID         -  AE9571
 AE9571  STATE/COUNTY-  SD/WALWORTH
 AE9571  COUNTRY     -  US
 AE9571  USGS QUAD   -  SELBY SW (2017)
 AE9571
 AE9571                         *CURRENT SURVEY CONTROL
 AE9571  ______________________________________________________________________
 AE9571* NAD 83(1986) POSITION- 45 32 14.     (N) 100 12 15.     (W)   SCALED
 AE9571* NAVD 88 ORTHO HEIGHT -   533.614 (meters)     1750.70  (feet) ADJUSTED
 AE9571  ______________________________________________________________________
 AE9571  GEOID HEIGHT    -        -22.133 (meters)                     GEOID18
 AE9571  DYNAMIC HEIGHT  -        533.560 (meters)     1750.52  (feet) COMP
 AE9571  MODELED GRAVITY -    980,497.8   (mgal)                       NAVD 88
 AE9571
 AE9571  VERT ORDER      -  FIRST     CLASS II
 AE9571
 AE9571.The horizontal coordinates were scaled from a map and have
 AE9571.an estimated accuracy of +/- 6 seconds.
 AE9571
 AE9571.The orthometric height was determined by differential leveling and
 AE9571.adjusted by the NATIONAL GEODETIC SURVEY
 AE9571.in July 1998.
 AE9571
 AE9571.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9571.GEOID18 height accuracy estimate available here.
 AE9571
 AE9571.Click photographs - Photos may exist for this station.
 AE9571
 AE9571.The dynamic height is computed by dividing the NAVD 88
 AE9571.geopotential number by the normal gravity value computed on the
 AE9571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9571.degrees latitude (g = 980.6199 gals.).
 AE9571
 AE9571.The modeled gravity was interpolated from observed gravity values.
 AE9571
 AE9571;                    North         East    Units  Estimated Accuracy
 AE9571;SPC SD N     -   189,370.      584,050.      MT  (+/- 180 meters Scaled)
 AE9571
 AE9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR059433(NAD 83)
 AE9571
 AE9571                          SUPERSEDED SURVEY CONTROL
 AE9571
 AE9571.No superseded survey control is available for this station.
 AE9571
 AE9571_MARKER: Z = SEE DESCRIPTION
 AE9571_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9571_STAMPING: 12-200.93 1996
 AE9571_MARK LOGO: NGS
 AE9571_PROJECTION: FLUSH
 AE9571_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9571+STABILITY: POSITION/ELEVATION WELL
 AE9571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9571+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9571_ROD/PIPE-DEPTH: 6.4 meters
 AE9571_SLEEVE-DEPTH  : 1.8 meters
 AE9571
 AE9571  HISTORY     - Date     Condition        Report By
 AE9571  HISTORY     - 1996     MONUMENTED       SDDT
 AE9571  HISTORY     - 19970311 GOOD             NGS
 AE9571
 AE9571                          STATION DESCRIPTION
 AE9571
 AE9571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9571'14.8 KM (9.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9571'STATE HIGHWAY 130 IN SELBY, 104.7 M (343.5 FT) WEST OF MILEPOST 201,
 AE9571'65.5 M (214.9 FT) EAST OF THE CENTER OF A TRACK ROAD, 56.4 M (185.0
 AE9571'FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 29.9 M (98.1 FT) NORTH
 AE9571'OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE
 AE9571'HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A METAL GUARD POST, 0.3 M (1.0
 AE9571'FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 AE9571'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9571'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9571'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9571'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9572 ***********************************************************************
 AE9572  DESIGNATION -  12 201.94
 AE9572  PID         -  AE9572
 AE9572  STATE/COUNTY-  SD/WALWORTH
 AE9572  COUNTRY     -  US
 AE9572  USGS QUAD   -  SELBY SW (2017)
 AE9572
 AE9572                         *CURRENT SURVEY CONTROL
 AE9572  ______________________________________________________________________
 AE9572* NAD 83(1986) POSITION- 45 32 08.     (N) 100 10 52.     (W)   SCALED
 AE9572* NAVD 88 ORTHO HEIGHT -   538.828 (meters)     1767.80  (feet) ADJUSTED
 AE9572  ______________________________________________________________________
 AE9572  GEOID HEIGHT    -        -22.159 (meters)                     GEOID18
 AE9572  DYNAMIC HEIGHT  -        538.773 (meters)     1767.62  (feet) COMP
 AE9572  MODELED GRAVITY -    980,496.8   (mgal)                       NAVD 88
 AE9572
 AE9572  VERT ORDER      -  FIRST     CLASS II
 AE9572
 AE9572.The horizontal coordinates were scaled from a map and have
 AE9572.an estimated accuracy of +/- 6 seconds.
 AE9572
 AE9572.The orthometric height was determined by differential leveling and
 AE9572.adjusted by the NATIONAL GEODETIC SURVEY
 AE9572.in July 1998.
 AE9572
 AE9572.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9572.GEOID18 height accuracy estimate available here.
 AE9572
 AE9572.Click photographs - Photos may exist for this station.
 AE9572
 AE9572.The dynamic height is computed by dividing the NAVD 88
 AE9572.geopotential number by the normal gravity value computed on the
 AE9572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9572.degrees latitude (g = 980.6199 gals.).
 AE9572
 AE9572.The modeled gravity was interpolated from observed gravity values.
 AE9572
 AE9572;                    North         East    Units  Estimated Accuracy
 AE9572;SPC SD N     -   189,180.      585,850.      MT  (+/- 180 meters Scaled)
 AE9572
 AE9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR077431(NAD 83)
 AE9572
 AE9572                          SUPERSEDED SURVEY CONTROL
 AE9572
 AE9572.No superseded survey control is available for this station.
 AE9572
 AE9572_MARKER: DD = SURVEY DISK
 AE9572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9572_STAMPING: 12-201.94 1996
 AE9572_MARK LOGO: SDDT
 AE9572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9572+STABILITY: SURFACE MOTION
 AE9572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9572+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9572
 AE9572  HISTORY     - Date     Condition        Report By
 AE9572  HISTORY     - 1996     MONUMENTED       SDDT
 AE9572  HISTORY     - 19970311 GOOD             NGS
 AE9572
 AE9572                          STATION DESCRIPTION
 AE9572
 AE9572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9572'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9572'STATE HIGHWAY 130 IN SELBY, 125.0 M (410.1 FT) EAST OF THE CENTER OF
 AE9572'300TH AVENUE LEADING TO SWAN CREEK INN, 75.9 M (249.0 FT) WEST OF
 AE9572'MILEPOST 202, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.9 M
 AE9572'(16.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.2 M (3.9 FT) ABOVE
 AE9572'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.5 M (1.6
 AE9572'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9572'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9573 ***********************************************************************
 AE9573  DESIGNATION -  12 202.92
 AE9573  PID         -  AE9573
 AE9573  STATE/COUNTY-  SD/WALWORTH
 AE9573  COUNTRY     -  US
 AE9573  USGS QUAD   -  SELBY SW (2017)
 AE9573
 AE9573                         *CURRENT SURVEY CONTROL
 AE9573  ______________________________________________________________________
 AE9573* NAD 83(1986) POSITION- 45 32 09.     (N) 100 09 43.     (W)   SCALED
 AE9573* NAVD 88 ORTHO HEIGHT -   523.415 (meters)     1717.24  (feet) ADJUSTED
 AE9573  ______________________________________________________________________
 AE9573  GEOID HEIGHT    -        -22.182 (meters)                     GEOID18
 AE9573  DYNAMIC HEIGHT  -        523.361 (meters)     1717.06  (feet) COMP
 AE9573  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 AE9573
 AE9573  VERT ORDER      -  FIRST     CLASS II
 AE9573
 AE9573.The horizontal coordinates were scaled from a map and have
 AE9573.an estimated accuracy of +/- 6 seconds.
 AE9573
 AE9573.The orthometric height was determined by differential leveling and
 AE9573.adjusted by the NATIONAL GEODETIC SURVEY
 AE9573.in July 1998.
 AE9573
 AE9573.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9573.GEOID18 height accuracy estimate available here.
 AE9573
 AE9573.Click photographs - Photos may exist for this station.
 AE9573
 AE9573.The dynamic height is computed by dividing the NAVD 88
 AE9573.geopotential number by the normal gravity value computed on the
 AE9573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9573.degrees latitude (g = 980.6199 gals.).
 AE9573
 AE9573.The modeled gravity was interpolated from observed gravity values.
 AE9573
 AE9573;                    North         East    Units  Estimated Accuracy
 AE9573;SPC SD N     -   189,200.      587,350.      MT  (+/- 180 meters Scaled)
 AE9573
 AE9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR092431(NAD 83)
 AE9573
 AE9573                          SUPERSEDED SURVEY CONTROL
 AE9573
 AE9573.No superseded survey control is available for this station.
 AE9573
 AE9573_MARKER: DD = SURVEY DISK
 AE9573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9573_STAMPING: 12-202.92 1996
 AE9573_MARK LOGO: SDDT
 AE9573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9573+STABILITY: SURFACE MOTION
 AE9573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9573+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE9573
 AE9573  HISTORY     - Date     Condition        Report By
 AE9573  HISTORY     - 1996     MONUMENTED       SDDT
 AE9573  HISTORY     - 19970311 GOOD             NGS
 AE9573
 AE9573                          STATION DESCRIPTION
 AE9573
 AE9573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9573'11.8 KM (7.35 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9573'STATE HIGHWAY 130 IN SELBY, 136.0 M (446.2 FT) WEST OF MILEPOST 203,
 AE9573'65.5 M (214.9 FT) EAST OF THE CENTER OF A DIRT ROAD, 53.3 M (174.9 FT)
 AE9573'EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 29.9 M (98.1 FT) SOUTH OF
 AE9573'THE HIGHWAY CENTERLINE, 24.7 M (81.0 FT) SOUTHWEST OF THE SOUTH END OF
 AE9573'A CULVERT, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 AE9573'FT) NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE
 AE9573'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9574 ***********************************************************************
 AE9574  DESIGNATION -  12 204.00
 AE9574  PID         -  AE9574
 AE9574  STATE/COUNTY-  SD/WALWORTH
 AE9574  COUNTRY     -  US
 AE9574  USGS QUAD   -  SELBY SW (2017)
 AE9574
 AE9574                         *CURRENT SURVEY CONTROL
 AE9574  ______________________________________________________________________
 AE9574* NAD 83(1986) POSITION- 45 32 08.     (N) 100 08 21.     (W)   SCALED
 AE9574* NAVD 88 ORTHO HEIGHT -   542.468 (meters)     1779.75  (feet) ADJUSTED
 AE9574  ______________________________________________________________________
 AE9574  GEOID HEIGHT    -        -22.206 (meters)                     GEOID18
 AE9574  DYNAMIC HEIGHT  -        542.413 (meters)     1779.57  (feet) COMP
 AE9574  MODELED GRAVITY -    980,497.8   (mgal)                       NAVD 88
 AE9574
 AE9574  VERT ORDER      -  FIRST     CLASS II
 AE9574
 AE9574.The horizontal coordinates were scaled from a map and have
 AE9574.an estimated accuracy of +/- 6 seconds.
 AE9574
 AE9574.The orthometric height was determined by differential leveling and
 AE9574.adjusted by the NATIONAL GEODETIC SURVEY
 AE9574.in July 1998.
 AE9574
 AE9574.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9574.GEOID18 height accuracy estimate available here.
 AE9574
 AE9574.Click photographs - Photos may exist for this station.
 AE9574
 AE9574.The dynamic height is computed by dividing the NAVD 88
 AE9574.geopotential number by the normal gravity value computed on the
 AE9574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9574.degrees latitude (g = 980.6199 gals.).
 AE9574
 AE9574.The modeled gravity was interpolated from observed gravity values.
 AE9574
 AE9574;                    North         East    Units  Estimated Accuracy
 AE9574;SPC SD N     -   189,170.      589,130.      MT  (+/- 180 meters Scaled)
 AE9574
 AE9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR110430(NAD 83)
 AE9574
 AE9574                          SUPERSEDED SURVEY CONTROL
 AE9574
 AE9574.No superseded survey control is available for this station.
 AE9574
 AE9574_MARKER: DD = SURVEY DISK
 AE9574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9574_STAMPING: 12-204.00 1996
 AE9574_MARK LOGO: SDDT
 AE9574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9574+STABILITY: SURFACE MOTION
 AE9574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9574+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE9574
 AE9574  HISTORY     - Date     Condition        Report By
 AE9574  HISTORY     - 1996     MONUMENTED       SDDT
 AE9574  HISTORY     - 19970312 GOOD             NGS
 AE9574
 AE9574                          STATION DESCRIPTION
 AE9574
 AE9574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GSD)
 AE9574'9.9 KM (6.15 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9574'STATE HIGHWAY 130 IN SELBY, 201.0 M (659.4 FT) EAST OF THE CENTER OF A
 AE9574'GRAVELED ROAD, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.3
 AE9574'M (60.0 FT) SOUTH OF MILEPOST 204, 4.3 M (14.1 FT) WEST OF THE WEST
 AE9574'END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9574'HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A
 AE9574'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9752 ***********************************************************************
 AE9752  DESIGNATION -  12 205.05
 AE9752  PID         -  AE9752
 AE9752  STATE/COUNTY-  SD/WALWORTH
 AE9752  COUNTRY     -  US
 AE9752  USGS QUAD   -  SELBY (2017)
 AE9752
 AE9752                         *CURRENT SURVEY CONTROL
 AE9752  ______________________________________________________________________
 AE9752* NAD 83(1986) POSITION- 45 32 09.     (N) 100 07 06.     (W)   SCALED
 AE9752* NAVD 88 ORTHO HEIGHT -   541.608 (meters)     1776.93  (feet) ADJUSTED
 AE9752  ______________________________________________________________________
 AE9752  GEOID HEIGHT    -        -22.229 (meters)                     GEOID18
 AE9752  DYNAMIC HEIGHT  -        541.554 (meters)     1776.75  (feet) COMP
 AE9752  MODELED GRAVITY -    980,498.8   (mgal)                       NAVD 88
 AE9752
 AE9752  VERT ORDER      -  FIRST     CLASS II
 AE9752
 AE9752.The horizontal coordinates were scaled from a map and have
 AE9752.an estimated accuracy of +/- 6 seconds.
 AE9752
 AE9752.The orthometric height was determined by differential leveling and
 AE9752.adjusted by the NATIONAL GEODETIC SURVEY
 AE9752.in July 1998.
 AE9752
 AE9752.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9752.GEOID18 height accuracy estimate available here.
 AE9752
 AE9752.Click photographs - Photos may exist for this station.
 AE9752
 AE9752.The dynamic height is computed by dividing the NAVD 88
 AE9752.geopotential number by the normal gravity value computed on the
 AE9752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9752.degrees latitude (g = 980.6199 gals.).
 AE9752
 AE9752.The modeled gravity was interpolated from observed gravity values.
 AE9752
 AE9752;                    North         East    Units  Estimated Accuracy
 AE9752;SPC SD N     -   189,200.      590,760.      MT  (+/- 180 meters Scaled)
 AE9752
 AE9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR126430(NAD 83)
 AE9752
 AE9752                          SUPERSEDED SURVEY CONTROL
 AE9752
 AE9752.No superseded survey control is available for this station.
 AE9752
 AE9752_MARKER: DD = SURVEY DISK
 AE9752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9752_STAMPING: 12-205.05 1996
 AE9752_MARK LOGO: SDDT
 AE9752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9752+STABILITY: SURFACE MOTION
 AE9752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9752+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE9752
 AE9752  HISTORY     - Date     Condition        Report By
 AE9752  HISTORY     - 1996     MONUMENTED       SDDT
 AE9752  HISTORY     - 19970312 GOOD             NGS
 AE9752
 AE9752                          STATION DESCRIPTION
 AE9752
 AE9752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9752'8.2 KM (5.10 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9752'STATE HIGHWAY 130 IN SELBY, 245.4 M (805.1 FT) EAST OF THE CENTER OF A
 AE9752'GRAVELED ROAD, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.4 M
 AE9752'(7.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A
 AE9752'T-FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AE9752'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9575 ***********************************************************************
 AE9575  CBN         -  This is a Cooperative Base Network Control Station.
 AE9575  DESIGNATION -  12 206.05
 AE9575  PID         -  AE9575
 AE9575  STATE/COUNTY-  SD/WALWORTH
 AE9575  COUNTRY     -  US
 AE9575  USGS QUAD   -  SELBY (2017)
 AE9575
 AE9575                         *CURRENT SURVEY CONTROL
 AE9575  ______________________________________________________________________
 AE9575* NAD 83(2011) POSITION- 45 32 08.94593(N) 100 05 49.83992(W)   ADJUSTED
 AE9575* NAD 83(2011) ELLIP HT-   528.460 (meters)        (06/27/12)   ADJUSTED
 AE9575* NAD 83(2011) EPOCH   -  2010.00
 AE9575* NAVD 88 ORTHO HEIGHT -   550.725 (meters)     1806.84  (feet) ADJUSTED
 AE9575  ______________________________________________________________________
 AE9575  GEOID HEIGHT    -        -22.253 (meters)                     GEOID18
 AE9575  NAD 83(2011) X  -   -784,664.287 (meters)                     COMP
 AE9575  NAD 83(2011) Y  - -4,406,337.294 (meters)                     COMP
 AE9575  NAD 83(2011) Z  -  4,529,635.734 (meters)                     COMP
 AE9575  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 AE9575  DYNAMIC HEIGHT  -        550.670 (meters)     1806.66  (feet) COMP
 AE9575  MODELED GRAVITY -    980,499.9   (mgal)                       NAVD 88
 AE9575
 AE9575  VERT ORDER      -  FIRST     CLASS II
 AE9575
 AE9575  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9575  Standards:
 AE9575         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9575            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9575  -------------------------------------------------------------------
 AE9575  NETWORK    0.77   1.59           0.36   0.25   0.81     -0.15033379
 AE9575  -------------------------------------------------------------------
 AE9575  Click here for local accuracies and other accuracy information.
 AE9575
 AE9575.The horizontal coordinates were established by GPS observations
 AE9575.and adjusted by the National Geodetic Survey in June 2012.
 AE9575
 AE9575.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9575.been affixed to the stable North American tectonic plate. See 
 AE9575.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9575
 AE9575.The horizontal coordinates are valid at the epoch date displayed above
 AE9575.which is a decimal equivalence of Year/Month/Day.
 AE9575
 AE9575.The orthometric height was determined by differential leveling and
 AE9575.adjusted by the NATIONAL GEODETIC SURVEY
 AE9575.in July 1998.
 AE9575
 AE9575.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9575.GEOID18 height accuracy estimate available here.
 AE9575
 AE9575.Click photographs - Photos may exist for this station.
 AE9575
 AE9575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9575
 AE9575.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9575
 AE9575.The ellipsoidal height was determined by GPS observations
 AE9575.and is referenced to NAD 83.
 AE9575
 AE9575.The dynamic height is computed by dividing the NAVD 88
 AE9575.geopotential number by the normal gravity value computed on the
 AE9575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9575.degrees latitude (g = 980.6199 gals.).
 AE9575
 AE9575.The modeled gravity was interpolated from observed gravity values.
 AE9575
 AE9575. The following values were computed from the NAD 83(2011) position.
 AE9575
 AE9575;                    North         East     Units Scale Factor Converg.
 AE9575;SPC SD N     -   189,193.471   592,409.785   MT  0.99997487   -0 04 07.6
 AE9575;SPC SD N     -   620,712.25  1,943,597.77   sFT  0.99997487   -0 04 07.6
 AE9575;UTM  14      - 5,043,061.238   414,335.470   MT  0.99969022   -0 46 59.1
 AE9575
 AE9575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9575!SPC SD N     -   0.99991716  x   0.99997487  =   0.99989203
 AE9575!UTM  14      -   0.99991716  x   0.99969022  =   0.99960740
 AE9575
 AE9575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1433543061(NAD 83)
 AE9575
 AE9575                          SUPERSEDED SURVEY CONTROL
 AE9575
 AE9575  NAD 83(2007)-  45 32 08.94581(N)    100 05 49.84114(W) AD(2002.00) 0
 AE9575  ELLIP H (02/10/07)  528.492  (m)                       GP(2002.00)    
 AE9575  NAD 83(1996)-  45 32 08.94548(N)    100 05 49.84098(W) AD(       ) A
 AE9575  ELLIP H (06/23/03)  528.493  (m)                       GP(       ) 3 1
 AE9575  NAVD 88             550.73   (m)         1806.9    (f) LEVELING    3  
 AE9575
 AE9575.Superseded values are not recommended for survey control.
 AE9575
 AE9575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9575.See file dsdata.pdf to determine how the superseded data were derived.
 AE9575
 AE9575_MARKER: DD = SURVEY DISK
 AE9575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9575_STAMPING: 12-206.05 1996
 AE9575_MARK LOGO: SDDT
 AE9575_PROJECTION: FLUSH
 AE9575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9575+STABILITY: SURFACE MOTION
 AE9575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9575+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 AE9575
 AE9575  HISTORY     - Date     Condition        Report By
 AE9575  HISTORY     - 1996     MONUMENTED       SDDT
 AE9575  HISTORY     - 19970312 GOOD             NGS
 AE9575  HISTORY     - 20020528 GOOD             SDDT
 AE9575  HISTORY     - 20140814 GOOD             SDDT
 AE9575
 AE9575                          STATION DESCRIPTION
 AE9575
 AE9575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9575'6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9575'STATE HIGHWAY 130 IN SELBY, 214.9 M (705.1 FT) EAST OF THE CENTER OF A
 AE9575'TRACK ROAD, 35.6 M (116.8 FT) SOUTHEAST OF MILEPOST 206, 29.9 M (98.1
 AE9575'FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) NORTHEAST OF THE
 AE9575'EAST END OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9575'THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF
 AE9575'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE9575
 AE9575                          STATION RECOVERY (2002)
 AE9575
 AE9575'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE9575'RECOVERED AS DESCRIBED
 AE9575'
 AE9575
 AE9575                          STATION RECOVERY (2014)
 AE9575
 AE9575'RECOVERY NOTE BY SD DEPT OF TRANSP 2014 (TJ)
 AE9575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6955 ***********************************************************************
 AE6955  DESIGNATION -  12 207.05
 AE6955  PID         -  AE6955
 AE6955  STATE/COUNTY-  SD/WALWORTH
 AE6955  COUNTRY     -  US
 AE6955  USGS QUAD   -  SELBY (2017)
 AE6955
 AE6955                         *CURRENT SURVEY CONTROL
 AE6955  ______________________________________________________________________
 AE6955* NAD 83(1986) POSITION- 45 32 10.     (N) 100 04 37.     (W)   SCALED
 AE6955* NAVD 88 ORTHO HEIGHT -   557.675 (meters)     1829.64  (feet) ADJUSTED
 AE6955  ______________________________________________________________________
 AE6955  GEOID HEIGHT    -        -22.276 (meters)                     GEOID18
 AE6955  DYNAMIC HEIGHT  -        557.621 (meters)     1829.46  (feet) COMP
 AE6955  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 AE6955
 AE6955  VERT ORDER      -  FIRST     CLASS II
 AE6955
 AE6955.The horizontal coordinates were scaled from a map and have
 AE6955.an estimated accuracy of +/- 6 seconds.
 AE6955
 AE6955.The orthometric height was determined by differential leveling and
 AE6955.adjusted by the NATIONAL GEODETIC SURVEY
 AE6955.in July 1998.
 AE6955
 AE6955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6955.GEOID18 height accuracy estimate available here.
 AE6955
 AE6955.Click photographs - Photos may exist for this station.
 AE6955
 AE6955.The dynamic height is computed by dividing the NAVD 88
 AE6955.geopotential number by the normal gravity value computed on the
 AE6955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6955.degrees latitude (g = 980.6199 gals.).
 AE6955
 AE6955.The modeled gravity was interpolated from observed gravity values.
 AE6955
 AE6955;                    North         East    Units  Estimated Accuracy
 AE6955;SPC SD N     -   189,220.      593,990.      MT  (+/- 180 meters Scaled)
 AE6955
 AE6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR159430(NAD 83)
 AE6955
 AE6955                          SUPERSEDED SURVEY CONTROL
 AE6955
 AE6955.No superseded survey control is available for this station.
 AE6955
 AE6955_MARKER: Z = SEE DESCRIPTION
 AE6955_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6955_STAMPING: 12-207.05 1996
 AE6955_MARK LOGO: NGS
 AE6955_PROJECTION: FLUSH
 AE6955_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6955+STABILITY: POSITION/ELEVATION WELL
 AE6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6955+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE6955_ROD/PIPE-DEPTH: 6.4 meters
 AE6955_SLEEVE-DEPTH  : 1.8 meters
 AE6955
 AE6955  HISTORY     - Date     Condition        Report By
 AE6955  HISTORY     - 1996     MONUMENTED       SDDT
 AE6955  HISTORY     - 19970312 GOOD             NGS
 AE6955
 AE6955                          STATION DESCRIPTION
 AE6955
 AE6955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6955'5.0 KM (3.10 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6955'STATE HIGHWAY 130 IN SELBY, 52.6 M (172.6 FT) SOUTHEAST OF MILEPOST
 AE6955'207, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT)
 AE6955'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT) BELOW THE LEVEL
 AE6955'OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH
 AE6955'OF A WITNESS POST, AND 0.5 M (1.6 FT) SOUTH OF A METAL GUARD POST.
 AE6955'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL
 AE6955'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE6955'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE6955'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6954 ***********************************************************************
 AE6954  DESIGNATION -  12 208.00
 AE6954  PID         -  AE6954
 AE6954  STATE/COUNTY-  SD/WALWORTH
 AE6954  COUNTRY     -  US
 AE6954  USGS QUAD   -  SELBY (2017)
 AE6954
 AE6954                         *CURRENT SURVEY CONTROL
 AE6954  ______________________________________________________________________
 AE6954* NAD 83(1986) POSITION- 45 31 57.     (N) 100 03 30.     (W)   SCALED
 AE6954* NAVD 88 ORTHO HEIGHT -   556.366 (meters)     1825.34  (feet) ADJUSTED
 AE6954  ______________________________________________________________________
 AE6954  GEOID HEIGHT    -        -22.295 (meters)                     GEOID18
 AE6954  DYNAMIC HEIGHT  -        556.312 (meters)     1825.17  (feet) COMP
 AE6954  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 AE6954
 AE6954  VERT ORDER      -  FIRST     CLASS II
 AE6954
 AE6954.The horizontal coordinates were scaled from a map and have
 AE6954.an estimated accuracy of +/- 6 seconds.
 AE6954
 AE6954.The orthometric height was determined by differential leveling and
 AE6954.adjusted by the NATIONAL GEODETIC SURVEY
 AE6954.in July 1998.
 AE6954
 AE6954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6954.GEOID18 height accuracy estimate available here.
 AE6954
 AE6954.Click photographs - Photos may exist for this station.
 AE6954
 AE6954.The dynamic height is computed by dividing the NAVD 88
 AE6954.geopotential number by the normal gravity value computed on the
 AE6954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6954.degrees latitude (g = 980.6199 gals.).
 AE6954
 AE6954.The modeled gravity was interpolated from observed gravity values.
 AE6954
 AE6954;                    North         East    Units  Estimated Accuracy
 AE6954;SPC SD N     -   188,820.      595,440.      MT  (+/- 180 meters Scaled)
 AE6954
 AE6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR173426(NAD 83)
 AE6954
 AE6954                          SUPERSEDED SURVEY CONTROL
 AE6954
 AE6954.No superseded survey control is available for this station.
 AE6954
 AE6954_MARKER: DD = SURVEY DISK
 AE6954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6954_STAMPING: 12-208.00 1996
 AE6954_MARK LOGO: SDDT
 AE6954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6954+STABILITY: SURFACE MOTION
 AE6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6954+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE6954
 AE6954  HISTORY     - Date     Condition        Report By
 AE6954  HISTORY     - 1996     MONUMENTED       SDDT
 AE6954  HISTORY     - 19970312 GOOD             NGS
 AE6954
 AE6954                          STATION DESCRIPTION
 AE6954
 AE6954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6954'3.4 KM (2.10 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6954'STATE HIGHWAY 130 IN SELBY, 121.9 M (399.9 FT) SOUTHEAST OF THE CENTER
 AE6954'OF A GRAVELED ROAD, 29.9 M (98.1 FT) SOUTHWEST OF THE HIGHWAY
 AE6954'CENTERLINE, 18.6 M (61.0 FT) SOUTHWEST OF MILEPOST 208, 1.2 M (3.9 FT)
 AE6954'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS
 AE6954'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6953 ***********************************************************************
 AE6953  DESIGNATION -  12 209.05
 AE6953  PID         -  AE6953
 AE6953  STATE/COUNTY-  SD/WALWORTH
 AE6953  COUNTRY     -  US
 AE6953  USGS QUAD   -  SELBY (2017)
 AE6953
 AE6953                         *CURRENT SURVEY CONTROL
 AE6953  ______________________________________________________________________
 AE6953* NAD 83(1986) POSITION- 45 31 18.     (N) 100 02 28.     (W)   SCALED
 AE6953* NAVD 88 ORTHO HEIGHT -   572.062 (meters)     1876.84  (feet) ADJUSTED
 AE6953  ______________________________________________________________________
 AE6953  GEOID HEIGHT    -        -22.308 (meters)                     GEOID18
 AE6953  DYNAMIC HEIGHT  -        572.006 (meters)     1876.66  (feet) COMP
 AE6953  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 AE6953
 AE6953  VERT ORDER      -  FIRST     CLASS II
 AE6953
 AE6953.The horizontal coordinates were scaled from a map and have
 AE6953.an estimated accuracy of +/- 6 seconds.
 AE6953
 AE6953.The orthometric height was determined by differential leveling and
 AE6953.adjusted by the NATIONAL GEODETIC SURVEY
 AE6953.in July 1998.
 AE6953
 AE6953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6953.GEOID18 height accuracy estimate available here.
 AE6953
 AE6953.Click photographs - Photos may exist for this station.
 AE6953
 AE6953.The dynamic height is computed by dividing the NAVD 88
 AE6953.geopotential number by the normal gravity value computed on the
 AE6953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6953.degrees latitude (g = 980.6199 gals.).
 AE6953
 AE6953.The modeled gravity was interpolated from observed gravity values.
 AE6953
 AE6953;                    North         East    Units  Estimated Accuracy
 AE6953;SPC SD N     -   187,620.      596,790.      MT  (+/- 180 meters Scaled)
 AE6953
 AE6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR186414(NAD 83)
 AE6953
 AE6953                          SUPERSEDED SURVEY CONTROL
 AE6953
 AE6953.No superseded survey control is available for this station.
 AE6953
 AE6953_MARKER: DD = SURVEY DISK
 AE6953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6953_STAMPING: 12-209.05 1996
 AE6953_MARK LOGO: SDDT
 AE6953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6953+STABILITY: SURFACE MOTION
 AE6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6953+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE6953
 AE6953  HISTORY     - Date     Condition        Report By
 AE6953  HISTORY     - 1996     MONUMENTED       SDDT
 AE6953  HISTORY     - 19970312 GOOD             NGS
 AE6953
 AE6953                          STATION DESCRIPTION
 AE6953
 AE6953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6953'1.7 KM (1.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6953'STATE HIGHWAY 130 IN SELBY, 127.4 M (418.0 FT) EAST OF MILEPOST 209,
 AE6953'33.5 M (109.9 FT) NORTHEAST OF THE HIGHWAY CENTER, 11.3 M (37.1 FT)
 AE6953'NORTH OF THE CENTER OF A GRAVELED ROAD, 10.6 M (34.8 FT) WEST OF A
 AE6953'T-FENCE CORNER, 2.1 M (6.9 FT) EAST OF A FENCE CORNER, 1.2 M (3.9 FT)
 AE6953'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 AE6953'AND FENCE, NEAR THE CENTER OF 3 BRACED FENCE POSTS, AND THE MONUMENT
 AE6953'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6951 ***********************************************************************
 AE6951  DESIGNATION -  12 211.56
 AE6951  PID         -  AE6951
 AE6951  STATE/COUNTY-  SD/WALWORTH
 AE6951  COUNTRY     -  US
 AE6951  USGS QUAD   -  AKASKA NE (2017)
 AE6951
 AE6951                         *CURRENT SURVEY CONTROL
 AE6951  ______________________________________________________________________
 AE6951* NAD 83(1986) POSITION- 45 29 10.     (N) 100 02 16.     (W)   SCALED
 AE6951* NAVD 88 ORTHO HEIGHT -   593.151 (meters)     1946.03  (feet) ADJUSTED
 AE6951  ______________________________________________________________________
 AE6951  GEOID HEIGHT    -        -22.281 (meters)                     GEOID18
 AE6951  DYNAMIC HEIGHT  -        593.090 (meters)     1945.83  (feet) COMP
 AE6951  MODELED GRAVITY -    980,492.6   (mgal)                       NAVD 88
 AE6951
 AE6951  VERT ORDER      -  FIRST     CLASS II
 AE6951
 AE6951.The horizontal coordinates were scaled from a map and have
 AE6951.an estimated accuracy of +/- 6 seconds.
 AE6951
 AE6951.The orthometric height was determined by differential leveling and
 AE6951.adjusted by the NATIONAL GEODETIC SURVEY
 AE6951.in July 1998.
 AE6951
 AE6951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6951.GEOID18 height accuracy estimate available here.
 AE6951
 AE6951.Click photographs - Photos may exist for this station.
 AE6951
 AE6951.The dynamic height is computed by dividing the NAVD 88
 AE6951.geopotential number by the normal gravity value computed on the
 AE6951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6951.degrees latitude (g = 980.6199 gals.).
 AE6951
 AE6951.The modeled gravity was interpolated from observed gravity values.
 AE6951
 AE6951;                    North         East    Units  Estimated Accuracy
 AE6951;SPC SD N     -   183,670.      597,050.      MT  (+/- 180 meters Scaled)
 AE6951
 AE6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR189374(NAD 83)
 AE6951
 AE6951                          SUPERSEDED SURVEY CONTROL
 AE6951
 AE6951.No superseded survey control is available for this station.
 AE6951
 AE6951_MARKER: DD = SURVEY DISK
 AE6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6951_STAMPING: 12-211.56 1996
 AE6951_MARK LOGO: SDDT
 AE6951_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6951+STABILITY: SURFACE MOTION
 AE6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6951+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE6951
 AE6951  HISTORY     - Date     Condition        Report By
 AE6951  HISTORY     - 1996     MONUMENTED       SDDT
 AE6951  HISTORY     - 19970312 GOOD             NGS
 AE6951
 AE6951                          STATION DESCRIPTION
 AE6951
 AE6951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6951'2.3 KM (1.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6951'STATE HIGHWAY 130 IN SELBY, 4.0 KM (2.50 MI) NORTH OF THE INTERSECTION
 AE6951'OF U.S. HIGHWAY 83, 696.0 M (2283.5 FT) WEST OF MILEPOST 212, 29.9 M
 AE6951'(98.1 FT) WEST OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) NORTH OF THE
 AE6951'CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) EAST OF A FENCE, 0.5 M (1.6
 AE6951'FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE6951'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6950 ***********************************************************************
 AE6950  DESIGNATION -  12 212.55
 AE6950  PID         -  AE6950
 AE6950  STATE/COUNTY-  SD/WALWORTH
 AE6950  COUNTRY     -  US
 AE6950  USGS QUAD   -  AKASKA NE (2017)
 AE6950
 AE6950                         *CURRENT SURVEY CONTROL
 AE6950  ______________________________________________________________________
 AE6950* NAD 83(1986) POSITION- 45 28 20.     (N) 100 02 17.     (W)   SCALED
 AE6950* NAVD 88 ORTHO HEIGHT -   593.866 (meters)     1948.38  (feet) ADJUSTED
 AE6950  ______________________________________________________________________
 AE6950  GEOID HEIGHT    -        -22.267 (meters)                     GEOID18
 AE6950  DYNAMIC HEIGHT  -        593.803 (meters)     1948.17  (feet) COMP
 AE6950  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 AE6950
 AE6950  VERT ORDER      -  FIRST     CLASS II
 AE6950
 AE6950.The horizontal coordinates were scaled from a map and have
 AE6950.an estimated accuracy of +/- 6 seconds.
 AE6950
 AE6950.The orthometric height was determined by differential leveling and
 AE6950.adjusted by the NATIONAL GEODETIC SURVEY
 AE6950.in July 1998.
 AE6950
 AE6950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6950.GEOID18 height accuracy estimate available here.
 AE6950
 AE6950.Click photographs - Photos may exist for this station.
 AE6950
 AE6950.The dynamic height is computed by dividing the NAVD 88
 AE6950.geopotential number by the normal gravity value computed on the
 AE6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6950.degrees latitude (g = 980.6199 gals.).
 AE6950
 AE6950.The modeled gravity was interpolated from observed gravity values.
 AE6950
 AE6950;                    North         East    Units  Estimated Accuracy
 AE6950;SPC SD N     -   182,120.      597,020.      MT  (+/- 180 meters Scaled)
 AE6950
 AE6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188359(NAD 83)
 AE6950
 AE6950                          SUPERSEDED SURVEY CONTROL
 AE6950
 AE6950.No superseded survey control is available for this station.
 AE6950
 AE6950_MARKER: DD = SURVEY DISK
 AE6950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6950_STAMPING: 12-212.55 1996
 AE6950_MARK LOGO: SDDT
 AE6950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6950+STABILITY: SURFACE MOTION
 AE6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6950+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE6950
 AE6950  HISTORY     - Date     Condition        Report By
 AE6950  HISTORY     - 1996     MONUMENTED       SDDT
 AE6950  HISTORY     - 19970312 GOOD             NGS
 AE6950
 AE6950                          STATION DESCRIPTION
 AE6950
 AE6950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6950'3.9 KM (2.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6950'STATE HIGHWAY 130 IN SELBY, 2.2 KM (1.35 MI) NORTH OF THE INTERSECTION
 AE6950'OF U.S. HIGHWAY 83, 732.0 M (2401.6 FT) WEST OF MILEPOST 213, 26.8 M
 AE6950'(87.9 FT) EAST OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) NORTH OF THE
 AE6950'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3
 AE6950'M (1.0 FT) BELOW THE OF LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AE6950'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7871 ***********************************************************************
 AC7871  CBN         -  This is a Cooperative Base Network Control Station.
 AC7871  DESIGNATION -  12 214.05
 AC7871  PID         -  AC7871
 AC7871  STATE/COUNTY-  SD/WALWORTH
 AC7871  COUNTRY     -  US
 AC7871  USGS QUAD   -  AKASKA NE (2017)
 AC7871
 AC7871                         *CURRENT SURVEY CONTROL
 AC7871  ______________________________________________________________________
 AC7871* NAD 83(2011) POSITION- 45 27 04.85159(N) 100 02 05.85046(W)   ADJUSTED
 AC7871* NAD 83(2011) ELLIP HT-   568.807 (meters)        (06/27/12)   ADJUSTED
 AC7871* NAD 83(2011) EPOCH   -  2010.00
 AC7871* NAVD 88 ORTHO HEIGHT -   591.057 (meters)     1939.16  (feet) ADJUSTED
 AC7871  ______________________________________________________________________
 AC7871  GEOID HEIGHT    -        -22.250 (meters)                     GEOID18
 AC7871  NAD 83(2011) X  -   -781,050.539 (meters)                     COMP
 AC7871  NAD 83(2011) Y  - -4,413,808.169 (meters)                     COMP
 AC7871  NAD 83(2011) Z  -  4,523,082.924 (meters)                     COMP
 AC7871  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 AC7871  DYNAMIC HEIGHT  -        590.994 (meters)     1938.95  (feet) COMP
 AC7871  MODELED GRAVITY -    980,490.1   (mgal)                       NAVD 88
 AC7871
 AC7871  VERT ORDER      -  FIRST     CLASS II
 AC7871
 AC7871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7871  Standards:
 AC7871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7871  -------------------------------------------------------------------
 AC7871  NETWORK    0.99   2.98           0.46   0.32   1.52     -0.06938328
 AC7871  -------------------------------------------------------------------
 AC7871  Click here for local accuracies and other accuracy information.
 AC7871
 AC7871.The horizontal coordinates were established by GPS observations
 AC7871.and adjusted by the National Geodetic Survey in June 2012.
 AC7871
 AC7871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7871.been affixed to the stable North American tectonic plate. See 
 AC7871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7871
 AC7871.The horizontal coordinates are valid at the epoch date displayed above
 AC7871.which is a decimal equivalence of Year/Month/Day.
 AC7871
 AC7871.The orthometric height was determined by differential leveling and
 AC7871.adjusted by the NATIONAL GEODETIC SURVEY
 AC7871.in July 1998.
 AC7871
 AC7871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7871.GEOID18 height accuracy estimate available here.
 AC7871
 AC7871.Click photographs - Photos may exist for this station.
 AC7871
 AC7871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7871
 AC7871.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7871
 AC7871.The ellipsoidal height was determined by GPS observations
 AC7871.and is referenced to NAD 83.
 AC7871
 AC7871.The dynamic height is computed by dividing the NAVD 88
 AC7871.geopotential number by the normal gravity value computed on the
 AC7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7871.degrees latitude (g = 980.6199 gals.).
 AC7871
 AC7871.The modeled gravity was interpolated from observed gravity values.
 AC7871
 AC7871. The following values were computed from the NAD 83(2011) position.
 AC7871
 AC7871;                    North         East     Units Scale Factor Converg.
 AC7871;SPC SD N     -   179,801.608   597,265.462   MT  0.99996348   -0 01 29.1
 AC7871;SPC SD N     -   589,899.11  1,959,528.44   sFT  0.99996348   -0 01 29.1
 AC7871;UTM  14      - 5,033,612.313   419,072.460   MT  0.99968052   -0 44 15.4
 AC7871
 AC7871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7871!SPC SD N     -   0.99991083  x   0.99996348  =   0.99987431
 AC7871!UTM  14      -   0.99991083  x   0.99968052  =   0.99959138
 AC7871
 AC7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1907233612(NAD 83)
 AC7871
 AC7871                          SUPERSEDED SURVEY CONTROL
 AC7871
 AC7871  NAD 83(2007)-  45 27 04.85152(N)    100 02 05.85167(W) AD(2002.00) 0
 AC7871  ELLIP H (02/10/07)  568.837  (m)                       GP(2002.00)    
 AC7871  ELLIP H (04/15/04)  568.841  (m)                       GP(       ) 2 1
 AC7871  NAD 83(1996)-  45 27 04.85092(N)    100 02 05.85116(W) AD(       ) B
 AC7871  ELLIP H (04/18/97)  568.884  (m)                       GP(       ) 4 1
 AC7871  NAVD 88 (04/18/97)  591.0    (m)  GEOID96  model used  GPS OBS        
 AC7871
 AC7871.Superseded values are not recommended for survey control.
 AC7871
 AC7871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7871.See file dsdata.pdf to determine how the superseded data were derived.
 AC7871
 AC7871_MARKER: Z = SEE DESCRIPTION
 AC7871_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7871_STAMPING: 12-214.05 1995
 AC7871_MARK LOGO: NGS
 AC7871_PROJECTION: FLUSH
 AC7871_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7871+STABILITY: POSITION/ELEVATION WELL
 AC7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7871+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 AC7871_ROD/PIPE-DEPTH: 6.4 meters
 AC7871_SLEEVE-DEPTH  : 1.8 meters
 AC7871
 AC7871  HISTORY     - Date     Condition        Report By
 AC7871  HISTORY     - 1995     MONUMENTED       SDDT
 AC7871  HISTORY     - 19960924 GOOD             NGS
 AC7871  HISTORY     - 19970309 GOOD             NGS
 AC7871  HISTORY     - 20140814 GOOD             SDDT
 AC7871
 AC7871                          STATION DESCRIPTION
 AC7871
 AC7871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7871'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTHEAST OF MOBRIDGE,
 AC7871'19.0 MI (30.6 KM) WEST ON BOWDLE, AND 4.0 MI (6.4 KM) SOUTH OF SELBY,
 AC7871'AT THE INTERSECTION OF U.S. HIGHWAYS 83 AND 12.  OWNERSHIP--THE STATE
 AC7871'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN SELBY,
 AC7871'GO NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 AC7871'SCRANTON STREET, TURN LEFT AND GO WEST ON SCRANTON STREET FOR 0.3 MI
 AC7871'(0.5 KM) TO THE JUNCTION OF U.S. HIGHWAY 12, TURN LEFT AND GO SOUTH ON
 AC7871'U.S. HIGHWAY 12 FOR 4.0 MI (6.4 KM) TO THE JUNCTION OF U.S. HIGHWAY 83
 AC7871'AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7871'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7871'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 100.2 FT (30.5 M) NORTH OF
 AC7871'THE CENTERLINE OF THE WESTBOUND LANES OF HIGHWAY 12, 62.9 FT (19.2 M)
 AC7871'EAST OF THE NORTHWEST END OF A CULVERT, 28.6 FT (8.7 M) NORTH OF THE
 AC7871'SOUTHEAST END OF A CULVERT, 21.4 FT (6.5 M) EAST OF THE CENTER OF A
 AC7871'FIELD ENTRANCE ROAD, 2.0 FT (0.6 M) SOUTHWEST OF A FENCE, 1.5 FT (0.5
 AC7871'M) NORTHEAST OF A METAL GUARD POST, AND 1.4 FT (0.4 M) SOUTHWEST OF A
 AC7871'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7871'LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7871
 AC7871                          STATION RECOVERY (1997)
 AC7871
 AC7871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7871'6.3 KM (3.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AC7871'STATE HIGHWAY 130 IN SELBY, 96.4 M (316.3 FT) EAST OF MILEPOST 214,
 AC7871'30.4 M (99.7 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AC7871'THE HIGHWAY, 6.2 M (20.3 FT) SOUTHEAST OF THE CENTER OF A FIELD
 AC7871'ENTRANCE, 4.3 M (14.1 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 AC7871'NORTHBOUND LANES OF U.S. HIGHWAY 83, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AC7871'THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND
 AC7871'0.4 M (1.3 FT) NORTHEAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT
 AC7871'IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS
 AC7871'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AC7871'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7871
 AC7871                          STATION RECOVERY (2014)
 AC7871
 AC7871'RECOVERY NOTE BY SD DEPT OF TRANSP 2014 (TJ)
 AC7871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9576 ***********************************************************************
 AE9576  DESIGNATION -  12 214.96
 AE9576  PID         -  AE9576
 AE9576  STATE/COUNTY-  SD/WALWORTH
 AE9576  COUNTRY     -  US
 AE9576  USGS QUAD   -  AKASKA NE (2017)
 AE9576
 AE9576                         *CURRENT SURVEY CONTROL
 AE9576  ______________________________________________________________________
 AE9576* NAD 83(1986) POSITION- 45 26 58.     (N) 100 01 04.     (W)   SCALED
 AE9576* NAVD 88 ORTHO HEIGHT -   609.335 (meters)     1999.13  (feet) ADJUSTED
 AE9576  ______________________________________________________________________
 AE9576  GEOID HEIGHT    -        -22.268 (meters)                     GEOID18
 AE9576  DYNAMIC HEIGHT  -        609.269 (meters)     1998.91  (feet) COMP
 AE9576  MODELED GRAVITY -    980,488.7   (mgal)                       NAVD 88
 AE9576
 AE9576  VERT ORDER      -  FIRST     CLASS II
 AE9576
 AE9576.The horizontal coordinates were scaled from a map and have
 AE9576.an estimated accuracy of +/- 6 seconds.
 AE9576
 AE9576.The orthometric height was determined by differential leveling and
 AE9576.adjusted by the NATIONAL GEODETIC SURVEY
 AE9576.in July 1998.
 AE9576
 AE9576.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9576.GEOID18 height accuracy estimate available here.
 AE9576
 AE9576.Click photographs - Photos may exist for this station.
 AE9576
 AE9576.The dynamic height is computed by dividing the NAVD 88
 AE9576.geopotential number by the normal gravity value computed on the
 AE9576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9576.degrees latitude (g = 980.6199 gals.).
 AE9576
 AE9576.The modeled gravity was interpolated from observed gravity values.
 AE9576
 AE9576;                    North         East    Units  Estimated Accuracy
 AE9576;SPC SD N     -   179,590.      598,610.      MT  (+/- 180 meters Scaled)
 AE9576
 AE9576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR204333(NAD 83)
 AE9576
 AE9576                          SUPERSEDED SURVEY CONTROL
 AE9576
 AE9576.No superseded survey control is available for this station.
 AE9576
 AE9576_MARKER: DD = SURVEY DISK
 AE9576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9576_STAMPING: 12-214.96 1996
 AE9576_MARK LOGO: SDDT
 AE9576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9576+STABILITY: SURFACE MOTION
 AE9576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9576+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE9576
 AE9576  HISTORY     - Date     Condition        Report By
 AE9576  HISTORY     - 1996     MONUMENTED       SDDT
 AE9576  HISTORY     - 19970312 GOOD             NGS
 AE9576
 AE9576                          STATION DESCRIPTION
 AE9576
 AE9576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9576'7.7 KM (4.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9576'STATE HIGHWAY 130 IN SELBY, 60.9 M (199.8 FT) WEST OF MILEPOST 215,
 AE9576'27.4 M (89.9 FT) SOUTHWEST OF A UTILITY POLE, 23.8 M (78.1 FT) NORTH
 AE9576'OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) WEST OF THE CENTER OF A
 AE9576'TRACK ROAD, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 AE9576'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9576'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9577 ***********************************************************************
 AE9577  DESIGNATION -  12 215.97
 AE9577  PID         -  AE9577
 AE9577  STATE/COUNTY-  SD/WALWORTH
 AE9577  COUNTRY     -  US
 AE9577  USGS QUAD   -  LOWRY NW (2017)
 AE9577
 AE9577                         *CURRENT SURVEY CONTROL
 AE9577  ______________________________________________________________________
 AE9577* NAD 83(1986) POSITION- 45 27 01.     (N) 099 59 50.     (W)   SCALED
 AE9577* NAVD 88 ORTHO HEIGHT -   613.716 (meters)     2013.50  (feet) ADJUSTED
 AE9577  ______________________________________________________________________
 AE9577  GEOID HEIGHT    -        -22.295 (meters)                     GEOID18
 AE9577  DYNAMIC HEIGHT  -        613.649 (meters)     2013.28  (feet) COMP
 AE9577  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 AE9577
 AE9577  VERT ORDER      -  FIRST     CLASS II
 AE9577
 AE9577.The horizontal coordinates were scaled from a map and have
 AE9577.an estimated accuracy of +/- 6 seconds.
 AE9577
 AE9577.The orthometric height was determined by differential leveling and
 AE9577.adjusted by the NATIONAL GEODETIC SURVEY
 AE9577.in July 1998.
 AE9577
 AE9577.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9577.GEOID18 height accuracy estimate available here.
 AE9577
 AE9577.Click photographs - Photos may exist for this station.
 AE9577
 AE9577.The dynamic height is computed by dividing the NAVD 88
 AE9577.geopotential number by the normal gravity value computed on the
 AE9577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9577.degrees latitude (g = 980.6199 gals.).
 AE9577
 AE9577.The modeled gravity was interpolated from observed gravity values.
 AE9577
 AE9577;                    North         East    Units  Estimated Accuracy
 AE9577;SPC SD N     -   179,680.      600,220.      MT  (+/- 180 meters Scaled)
 AE9577
 AE9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR220334(NAD 83)
 AE9577
 AE9577                          SUPERSEDED SURVEY CONTROL
 AE9577
 AE9577.No superseded survey control is available for this station.
 AE9577
 AE9577_MARKER: DD = SURVEY DISK
 AE9577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9577_STAMPING: 12-215.97 1996
 AE9577_MARK LOGO: SDDT
 AE9577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9577+STABILITY: SURFACE MOTION
 AE9577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9577+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE9577
 AE9577  HISTORY     - Date     Condition        Report By
 AE9577  HISTORY     - 1996     MONUMENTED       SDDT
 AE9577  HISTORY     - 19970312 GOOD             NGS
 AE9577
 AE9577                          STATION DESCRIPTION
 AE9577
 AE9577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9577'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9577'STATE HIGHWAY 130 IN SELBY, 59.3 M (194.6 FT) NORTHWEST OF MILEPOST
 AE9577'216, 45.1 M (148.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.6 M (61.0
 AE9577'FT) EAST OF THE CENTER OF A TRACK ROAD, 3.0 M (9.8 FT) EAST OF A FENCE
 AE9577'CORNER AND THE SOUTHEAST END OF A GATE, 0.6 M (2.0 FT) SOUTH OF A
 AE9577'FENCE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE
 AE9577'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9577'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9578 ***********************************************************************
 AE9578  DESIGNATION -  12 216.98
 AE9578  PID         -  AE9578
 AE9578  STATE/COUNTY-  SD/WALWORTH
 AE9578  COUNTRY     -  US
 AE9578  USGS QUAD   -  LOWRY NW (2017)
 AE9578
 AE9578                         *CURRENT SURVEY CONTROL
 AE9578  ______________________________________________________________________
 AE9578* NAD 83(1986) POSITION- 45 26 55.     (N) 099 58 34.     (W)   SCALED
 AE9578* NAVD 88 ORTHO HEIGHT -   622.955 (meters)     2043.81  (feet) ADJUSTED
 AE9578  ______________________________________________________________________
 AE9578  GEOID HEIGHT    -        -22.322 (meters)                     GEOID18
 AE9578  DYNAMIC HEIGHT  -        622.885 (meters)     2043.58  (feet) COMP
 AE9578  MODELED GRAVITY -    980,483.9   (mgal)                       NAVD 88
 AE9578
 AE9578  VERT ORDER      -  FIRST     CLASS II
 AE9578
 AE9578.The horizontal coordinates were scaled from a map and have
 AE9578.an estimated accuracy of +/- 6 seconds.
 AE9578
 AE9578.The orthometric height was determined by differential leveling and
 AE9578.adjusted by the NATIONAL GEODETIC SURVEY
 AE9578.in July 1998.
 AE9578
 AE9578.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9578.GEOID18 height accuracy estimate available here.
 AE9578
 AE9578.Click photographs - Photos may exist for this station.
 AE9578
 AE9578.The dynamic height is computed by dividing the NAVD 88
 AE9578.geopotential number by the normal gravity value computed on the
 AE9578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9578.degrees latitude (g = 980.6199 gals.).
 AE9578
 AE9578.The modeled gravity was interpolated from observed gravity values.
 AE9578
 AE9578;                    North         East    Units  Estimated Accuracy
 AE9578;SPC SD N     -   179,500.      601,870.      MT  (+/- 180 meters Scaled)
 AE9578
 AE9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR236332(NAD 83)
 AE9578
 AE9578                          SUPERSEDED SURVEY CONTROL
 AE9578
 AE9578.No superseded survey control is available for this station.
 AE9578
 AE9578_MARKER: DD = SURVEY DISK
 AE9578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9578_STAMPING: 12-216.98 1996
 AE9578_MARK LOGO: SDDT
 AE9578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9578+STABILITY: SURFACE MOTION
 AE9578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9578+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE9578
 AE9578  HISTORY     - Date     Condition        Report By
 AE9578  HISTORY     - 1996     MONUMENTED       SDDT
 AE9578  HISTORY     - 19970312 GOOD             NGS
 AE9578
 AE9578                          STATION DESCRIPTION
 AE9578
 AE9578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9578'11.0 KM (6.85 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9578'STATE HIGHWAY 130 IN SELBY, 43.1 M (141.4 FT) SOUTHWEST OF MILEPOST
 AE9578'217, 42.7 M (140.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.7 M (58.1
 AE9578'FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER S4 E3 W1, 13.1
 AE9578'M (43.0 FT) EAST OF THE CENTER OF 31OTH AVENUE, 11.9 M (39.0 FT) SOUTH
 AE9578'OF A UTILITY POLE, 2.7 M (8.9 FT) EAST OF THE EAST END OF A CULVERT
 AE9578'UNDER A FIELD ENTRANCE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9578'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE9578'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9579 ***********************************************************************
 AE9579  DESIGNATION -  12 217.98
 AE9579  PID         -  AE9579
 AE9579  STATE/COUNTY-  SD/WALWORTH
 AE9579  COUNTRY     -  US
 AE9579  USGS QUAD   -  LOWRY NW (2017)
 AE9579
 AE9579                         *CURRENT SURVEY CONTROL
 AE9579  ______________________________________________________________________
 AE9579* NAD 83(1986) POSITION- 45 26 54.     (N) 099 57 21.     (W)   SCALED
 AE9579* NAVD 88 ORTHO HEIGHT -   631.150 (meters)     2070.70  (feet) ADJUSTED
 AE9579  ______________________________________________________________________
 AE9579  GEOID HEIGHT    -        -22.351 (meters)                     GEOID18
 AE9579  DYNAMIC HEIGHT  -        631.078 (meters)     2070.46  (feet) COMP
 AE9579  MODELED GRAVITY -    980,480.9   (mgal)                       NAVD 88
 AE9579
 AE9579  VERT ORDER      -  FIRST     CLASS II
 AE9579
 AE9579.The horizontal coordinates were scaled from a map and have
 AE9579.an estimated accuracy of +/- 6 seconds.
 AE9579
 AE9579.The orthometric height was determined by differential leveling and
 AE9579.adjusted by the NATIONAL GEODETIC SURVEY
 AE9579.in July 1998.
 AE9579
 AE9579.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9579.GEOID18 height accuracy estimate available here.
 AE9579
 AE9579.Click photographs - Photos may exist for this station.
 AE9579
 AE9579.The dynamic height is computed by dividing the NAVD 88
 AE9579.geopotential number by the normal gravity value computed on the
 AE9579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9579.degrees latitude (g = 980.6199 gals.).
 AE9579
 AE9579.The modeled gravity was interpolated from observed gravity values.
 AE9579
 AE9579;                    North         East    Units  Estimated Accuracy
 AE9579;SPC SD N     -   179,470.      603,460.      MT  (+/- 180 meters Scaled)
 AE9579
 AE9579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR252332(NAD 83)
 AE9579
 AE9579                          SUPERSEDED SURVEY CONTROL
 AE9579
 AE9579.No superseded survey control is available for this station.
 AE9579
 AE9579_MARKER: DD = SURVEY DISK
 AE9579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9579_STAMPING: 12-217.98 1996
 AE9579_MARK LOGO: SDDT
 AE9579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9579+STABILITY: SURFACE MOTION
 AE9579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9579+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9579
 AE9579  HISTORY     - Date     Condition        Report By
 AE9579  HISTORY     - 1996     MONUMENTED       SDDT
 AE9579  HISTORY     - 19970313 GOOD             NGS
 AE9579
 AE9579                          STATION DESCRIPTION
 AE9579
 AE9579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9579'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9579'STATE HIGHWAY 130 IN SELBY, 50.6 M (166.0 FT) NORTHWEST OF MILEPOST
 AE9579'218, 26.8 M (87.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT)
 AE9579'EAST OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 AE9579'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AE9579'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9580 ***********************************************************************
 AE9580  DESIGNATION -  12 218.98
 AE9580  PID         -  AE9580
 AE9580  STATE/COUNTY-  SD/WALWORTH
 AE9580  COUNTRY     -  US
 AE9580  USGS QUAD   -  LOWRY NW (2017)
 AE9580
 AE9580                         *CURRENT SURVEY CONTROL
 AE9580  ______________________________________________________________________
 AE9580* NAD 83(1986) POSITION- 45 26 54.     (N) 099 56 07.     (W)   SCALED
 AE9580* NAVD 88 ORTHO HEIGHT -   620.244 (meters)     2034.92  (feet) ADJUSTED
 AE9580  ______________________________________________________________________
 AE9580  GEOID HEIGHT    -        -22.382 (meters)                     GEOID18
 AE9580  DYNAMIC HEIGHT  -        620.171 (meters)     2034.68  (feet) COMP
 AE9580  MODELED GRAVITY -    980,477.4   (mgal)                       NAVD 88
 AE9580
 AE9580  VERT ORDER      -  FIRST     CLASS II
 AE9580
 AE9580.The horizontal coordinates were scaled from a map and have
 AE9580.an estimated accuracy of +/- 6 seconds.
 AE9580
 AE9580.The orthometric height was determined by differential leveling and
 AE9580.adjusted by the NATIONAL GEODETIC SURVEY
 AE9580.in July 1998.
 AE9580
 AE9580.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9580.GEOID18 height accuracy estimate available here.
 AE9580
 AE9580.Click photographs - Photos may exist for this station.
 AE9580
 AE9580.The dynamic height is computed by dividing the NAVD 88
 AE9580.geopotential number by the normal gravity value computed on the
 AE9580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9580.degrees latitude (g = 980.6199 gals.).
 AE9580
 AE9580.The modeled gravity was interpolated from observed gravity values.
 AE9580
 AE9580;                    North         East    Units  Estimated Accuracy
 AE9580;SPC SD N     -   179,470.      605,060.      MT  (+/- 180 meters Scaled)
 AE9580
 AE9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR268331(NAD 83)
 AE9580
 AE9580                          SUPERSEDED SURVEY CONTROL
 AE9580
 AE9580.No superseded survey control is available for this station.
 AE9580
 AE9580_MARKER: Z = SEE DESCRIPTION
 AE9580_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9580_STAMPING: 12-218.98 1996
 AE9580_MARK LOGO: NGS
 AE9580_PROJECTION: FLUSH
 AE9580_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9580+STABILITY: POSITION/ELEVATION WELL
 AE9580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9580+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9580_ROD/PIPE-DEPTH: 6.4 meters
 AE9580_SLEEVE-DEPTH  : 1.8 meters
 AE9580
 AE9580  HISTORY     - Date     Condition        Report By
 AE9580  HISTORY     - 1996     MONUMENTED       SDDT
 AE9580  HISTORY     - 19970313 GOOD             NGS
 AE9580
 AE9580                          STATION DESCRIPTION
 AE9580
 AE9580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9580'14.2 KM (8.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9580'STATE HIGHWAY 130 IN SELBY, 50.8 M (166.7 FT) NORTHWEST OF MILEPOST
 AE9580'219, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.4 M (57.1
 AE9580'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 6.4 M (21.0 FT) EAST OF A
 AE9580'UTILITY POLE, 1.2 M (3.9 FT) SOUTHEAST OF A T-FENCE CORNER, 0.5 M (1.6
 AE9580'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE,
 AE9580'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) NORTH OF A
 AE9580'METAL GUARD POST, AND NEAR THE EAST END OF 3 BRACED FENCE POSTS.
 AE9580'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AE9580'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9580'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9580'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9581 ***********************************************************************
 AE9581  DESIGNATION -  12 219.98
 AE9581  PID         -  AE9581
 AE9581  STATE/COUNTY-  SD/WALWORTH
 AE9581  COUNTRY     -  US
 AE9581  USGS QUAD   -  LOWRY NW (2017)
 AE9581
 AE9581                         *CURRENT SURVEY CONTROL
 AE9581  ______________________________________________________________________
 AE9581* NAD 83(1986) POSITION- 45 26 53.     (N) 099 54 53.     (W)   SCALED
 AE9581* NAVD 88 ORTHO HEIGHT -   627.008 (meters)     2057.11  (feet) ADJUSTED
 AE9581  ______________________________________________________________________
 AE9581  GEOID HEIGHT    -        -22.412 (meters)                     GEOID18
 AE9581  DYNAMIC HEIGHT  -        626.931 (meters)     2056.86  (feet) COMP
 AE9581  MODELED GRAVITY -    980,473.6   (mgal)                       NAVD 88
 AE9581
 AE9581  VERT ORDER      -  FIRST     CLASS II
 AE9581
 AE9581.The horizontal coordinates were scaled from a map and have
 AE9581.an estimated accuracy of +/- 6 seconds.
 AE9581
 AE9581.The orthometric height was determined by differential leveling and
 AE9581.adjusted by the NATIONAL GEODETIC SURVEY
 AE9581.in July 1998.
 AE9581
 AE9581.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9581.GEOID18 height accuracy estimate available here.
 AE9581
 AE9581.Click photographs - Photos may exist for this station.
 AE9581
 AE9581.The dynamic height is computed by dividing the NAVD 88
 AE9581.geopotential number by the normal gravity value computed on the
 AE9581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9581.degrees latitude (g = 980.6199 gals.).
 AE9581
 AE9581.The modeled gravity was interpolated from observed gravity values.
 AE9581
 AE9581;                    North         East    Units  Estimated Accuracy
 AE9581;SPC SD N     -   179,440.      606,670.      MT  (+/- 180 meters Scaled)
 AE9581
 AE9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR284331(NAD 83)
 AE9581
 AE9581                          SUPERSEDED SURVEY CONTROL
 AE9581
 AE9581.No superseded survey control is available for this station.
 AE9581
 AE9581_MARKER: DD = SURVEY DISK
 AE9581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9581_STAMPING: 12-219.98 1996
 AE9581_MARK LOGO: SDDT
 AE9581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9581+STABILITY: SURFACE MOTION
 AE9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9581+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9581
 AE9581  HISTORY     - Date     Condition        Report By
 AE9581  HISTORY     - 1996     MONUMENTED       SDDT
 AE9581  HISTORY     - 19970313 GOOD             NGS
 AE9581
 AE9581                          STATION DESCRIPTION
 AE9581
 AE9581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9581'15.8 KM (9.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9581'STATE HIGHWAY 130 IN SELBY, 32.9 M (107.9 FT) SOUTHWEST OF MILEPOST
 AE9581'220, 30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 22.3 M (73.2
 AE9581'FT) EAST OF A UTILITY POLE, 13.4 M (44.0 FT) EAST OF THE CENTER OF A
 AE9581'TRACK ROAD, 6.7 M (22.0 FT) SOUTHEAST OF THE EAST END OF A CULVERT
 AE9581'UNDER THE TRACK ROAD, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9581'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE9581'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9582 ***********************************************************************
 AE9582  DESIGNATION -  12 220.93
 AE9582  PID         -  AE9582
 AE9582  STATE/COUNTY-  SD/WALWORTH
 AE9582  COUNTRY     -  US
 AE9582  USGS QUAD   -  LOWRY NW (2017)
 AE9582
 AE9582                         *CURRENT SURVEY CONTROL
 AE9582  ______________________________________________________________________
 AE9582* NAD 83(1986) POSITION- 45 26 59.     (N) 099 53 41.     (W)   SCALED
 AE9582* NAVD 88 ORTHO HEIGHT -   632.523 (meters)     2075.20  (feet) ADJUSTED
 AE9582  ______________________________________________________________________
 AE9582  GEOID HEIGHT    -        -22.442 (meters)                     GEOID18
 AE9582  DYNAMIC HEIGHT  -        632.444 (meters)     2074.94  (feet) COMP
 AE9582  MODELED GRAVITY -    980,471.2   (mgal)                       NAVD 88
 AE9582
 AE9582  VERT ORDER      -  FIRST     CLASS II
 AE9582
 AE9582.The horizontal coordinates were scaled from a map and have
 AE9582.an estimated accuracy of +/- 6 seconds.
 AE9582
 AE9582.The orthometric height was determined by differential leveling and
 AE9582.adjusted by the NATIONAL GEODETIC SURVEY
 AE9582.in July 1998.
 AE9582
 AE9582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9582.GEOID18 height accuracy estimate available here.
 AE9582
 AE9582.Click photographs - Photos may exist for this station.
 AE9582
 AE9582.The dynamic height is computed by dividing the NAVD 88
 AE9582.geopotential number by the normal gravity value computed on the
 AE9582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9582.degrees latitude (g = 980.6199 gals.).
 AE9582
 AE9582.The modeled gravity was interpolated from observed gravity values.
 AE9582
 AE9582;                    North         East    Units  Estimated Accuracy
 AE9582;SPC SD N     -   179,630.      608,240.      MT  (+/- 180 meters Scaled)
 AE9582
 AE9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR300333(NAD 83)
 AE9582
 AE9582                          SUPERSEDED SURVEY CONTROL
 AE9582
 AE9582.No superseded survey control is available for this station.
 AE9582
 AE9582_MARKER: DD = SURVEY DISK
 AE9582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9582_STAMPING: 12-220.93 1996
 AE9582_MARK LOGO: SDDT
 AE9582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9582+STABILITY: SURFACE MOTION
 AE9582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9582+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9582
 AE9582  HISTORY     - Date     Condition        Report By
 AE9582  HISTORY     - 1996     MONUMENTED       SDDT
 AE9582  HISTORY     - 19970313 GOOD             NGS
 AE9582
 AE9582                          STATION DESCRIPTION
 AE9582
 AE9582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9582'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9582'STATE HIGHWAY 130 IN SELBY, 11.1 KM (6.90 MI) EAST OF THE INTERSECTION
 AE9582'OF U.S. HIGHWAY 83, 67.6 M (221.8 FT) WEST OF MILEPOST 221, 44.2 M
 AE9582'(145.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 27.4 M (89.9 FT) WEST OF
 AE9582'THE CENTERLINE OF STATE HIGHWAY 271, 15.2 M (49.9 FT) NORTHWEST OF AN
 AE9582'UNDERGROUND CABLE JUNCTION BOX, 4.6 M (15.1 FT) WEST OF A FENCE
 AE9582'CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) SOUTH OF A
 AE9582'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAYS, AND THE
 AE9582'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9583 ***********************************************************************
 AE9583  DESIGNATION -  12 221.99
 AE9583  PID         -  AE9583
 AE9583  STATE/COUNTY-  SD/WALWORTH
 AE9583  COUNTRY     -  US
 AE9583  USGS QUAD   -  SPRING LAKE (2017)
 AE9583
 AE9583                         *CURRENT SURVEY CONTROL
 AE9583  ______________________________________________________________________
 AE9583* NAD 83(1986) POSITION- 45 26 56.     (N) 099 52 24.     (W)   SCALED
 AE9583* NAVD 88 ORTHO HEIGHT -   628.070 (meters)     2060.59  (feet) ADJUSTED
 AE9583  ______________________________________________________________________
 AE9583  GEOID HEIGHT    -        -22.473 (meters)                     GEOID18
 AE9583  DYNAMIC HEIGHT  -        627.993 (meters)     2060.34  (feet) COMP
 AE9583  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 AE9583
 AE9583  VERT ORDER      -  FIRST     CLASS II
 AE9583
 AE9583.The horizontal coordinates were scaled from a map and have
 AE9583.an estimated accuracy of +/- 6 seconds.
 AE9583
 AE9583.The orthometric height was determined by differential leveling and
 AE9583.adjusted by the NATIONAL GEODETIC SURVEY
 AE9583.in July 1998.
 AE9583
 AE9583.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9583.GEOID18 height accuracy estimate available here.
 AE9583
 AE9583.Click photographs - Photos may exist for this station.
 AE9583
 AE9583.The dynamic height is computed by dividing the NAVD 88
 AE9583.geopotential number by the normal gravity value computed on the
 AE9583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9583.degrees latitude (g = 980.6199 gals.).
 AE9583
 AE9583.The modeled gravity was interpolated from observed gravity values.
 AE9583
 AE9583;                    North         East    Units  Estimated Accuracy
 AE9583;SPC SD N     -   179,540.      609,910.      MT  (+/- 180 meters Scaled)
 AE9583
 AE9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR317331(NAD 83)
 AE9583
 AE9583                          SUPERSEDED SURVEY CONTROL
 AE9583
 AE9583.No superseded survey control is available for this station.
 AE9583
 AE9583_MARKER: DD = SURVEY DISK
 AE9583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9583_STAMPING: 12-221.99 1996
 AE9583_MARK LOGO: SDDT
 AE9583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9583+STABILITY: SURFACE MOTION
 AE9583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9583+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9583
 AE9583  HISTORY     - Date     Condition        Report By
 AE9583  HISTORY     - 1996     MONUMENTED       SDDT
 AE9583  HISTORY     - 19970313 GOOD             NGS
 AE9583
 AE9583                          STATION DESCRIPTION
 AE9583
 AE9583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9583'19.0 KM (11.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9583'STATE HIGHWAY 130 IN SELBY, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY
 AE9583'CENTERLINE, 24.4 M (80.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 AE9583'22.3 M (73.2 FT) SOUTHWEST OF MILEPOST 222, 13.7 M (44.9 FT) EAST OF A
 AE9583'FENCE CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE9583'(2.0 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND
 AE9583'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9584 ***********************************************************************
 AE9584  DESIGNATION -  12 222.95
 AE9584  PID         -  AE9584
 AE9584  STATE/COUNTY-  SD/WALWORTH
 AE9584  COUNTRY     -  US
 AE9584  USGS QUAD   -  SPRING LAKE (2017)
 AE9584
 AE9584                         *CURRENT SURVEY CONTROL
 AE9584  ______________________________________________________________________
 AE9584* NAD 83(1986) POSITION- 45 26 55.     (N) 099 51 11.     (W)   SCALED
 AE9584* NAVD 88 ORTHO HEIGHT -   602.211 (meters)     1975.75  (feet) ADJUSTED
 AE9584  ______________________________________________________________________
 AE9584  GEOID HEIGHT    -        -22.505 (meters)                     GEOID18
 AE9584  DYNAMIC HEIGHT  -        602.137 (meters)     1975.51  (feet) COMP
 AE9584  MODELED GRAVITY -    980,473.9   (mgal)                       NAVD 88
 AE9584
 AE9584  VERT ORDER      -  FIRST     CLASS II
 AE9584
 AE9584.The horizontal coordinates were scaled from a map and have
 AE9584.an estimated accuracy of +/- 6 seconds.
 AE9584
 AE9584.The orthometric height was determined by differential leveling and
 AE9584.adjusted by the NATIONAL GEODETIC SURVEY
 AE9584.in July 1998.
 AE9584
 AE9584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9584.GEOID18 height accuracy estimate available here.
 AE9584
 AE9584.Click photographs - Photos may exist for this station.
 AE9584
 AE9584.The dynamic height is computed by dividing the NAVD 88
 AE9584.geopotential number by the normal gravity value computed on the
 AE9584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9584.degrees latitude (g = 980.6199 gals.).
 AE9584
 AE9584.The modeled gravity was interpolated from observed gravity values.
 AE9584
 AE9584;                    North         East    Units  Estimated Accuracy
 AE9584;SPC SD N     -   179,510.      611,500.      MT  (+/- 180 meters Scaled)
 AE9584
 AE9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR332331(NAD 83)
 AE9584
 AE9584                          SUPERSEDED SURVEY CONTROL
 AE9584
 AE9584.No superseded survey control is available for this station.
 AE9584
 AE9584_MARKER: DD = SURVEY DISK
 AE9584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9584_STAMPING: 12-222.95 1996
 AE9584_MARK LOGO: SDDT
 AE9584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9584+STABILITY: SURFACE MOTION
 AE9584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9584+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9584
 AE9584  HISTORY     - Date     Condition        Report By
 AE9584  HISTORY     - 1996     MONUMENTED       SDDT
 AE9584  HISTORY     - 19970313 GOOD             NGS
 AE9584
 AE9584                          STATION DESCRIPTION
 AE9584
 AE9584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9584'16.2 KM (10.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9584'STATE HIGHWAY 47 IN BOWDLE, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY
 AE9584'CENTERLINE, 24.4 M (80.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 AE9584'10.4 M (34.1 FT) NORTHWEST OF A UTILITY POLE WITH A GUY CABLE, 8.8 M
 AE9584'(28.9 FT) WEST OF A FENCE CORNER AND AN UNDERGROUND CABLE JUNCTION
 AE9584'BOX, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 AE9584'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9584'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9585 ***********************************************************************
 AE9585  DESIGNATION -  12 224.05
 AE9585  PID         -  AE9585
 AE9585  STATE/COUNTY-  SD/WALWORTH
 AE9585  COUNTRY     -  US
 AE9585  USGS QUAD   -  SPRING LAKE (2017)
 AE9585
 AE9585                         *CURRENT SURVEY CONTROL
 AE9585  ______________________________________________________________________
 AE9585* NAD 83(1986) POSITION- 45 26 56.32   (N) 099 49 52.76   (W)   HD_HELD1
 AE9585* NAVD 88 ORTHO HEIGHT -   617.289 (meters)     2025.22  (feet) ADJUSTED
 AE9585  ______________________________________________________________________
 AE9585  GEOID HEIGHT    -        -22.534 (meters)                     GEOID18
 AE9585  DYNAMIC HEIGHT  -        617.215 (meters)     2024.98  (feet) COMP
 AE9585  MODELED GRAVITY -    980,475.8   (mgal)                       NAVD 88
 AE9585
 AE9585  VERT ORDER      -  FIRST     CLASS II
 AE9585
 AE9585.The horizontal coordinates were determined by differentially corrected
 AE9585.hand held GPS observations or other comparable positioning techniques
 AE9585.and have an estimated accuracy of +/- 3 meters.
 AE9585
 AE9585.The orthometric height was determined by differential leveling and
 AE9585.adjusted by the NATIONAL GEODETIC SURVEY
 AE9585.in July 1998.
 AE9585
 AE9585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9585.GEOID18 height accuracy estimate available here.
 AE9585
 AE9585.Click photographs - Photos may exist for this station.
 AE9585
 AE9585.The dynamic height is computed by dividing the NAVD 88
 AE9585.geopotential number by the normal gravity value computed on the
 AE9585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9585.degrees latitude (g = 980.6199 gals.).
 AE9585
 AE9585.The modeled gravity was interpolated from observed gravity values.
 AE9585
 AE9585;                    North         East    Units  Estimated Accuracy
 AE9585;SPC SD N     -   179,551.4     613,194.9     MT  (+/- 3 meters HH1 GPS) 
 AE9585
 AE9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3499233164(NAD 83)
 AE9585
 AE9585                          SUPERSEDED SURVEY CONTROL
 AE9585
 AE9585.No superseded survey control is available for this station.
 AE9585
 AE9585_MARKER: Z = SEE DESCRIPTION
 AE9585_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9585_STAMPING: 12-224.05 1996
 AE9585_MARK LOGO: NGS
 AE9585_PROJECTION: FLUSH
 AE9585_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9585+STABILITY: POSITION/ELEVATION WELL
 AE9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9585+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9585_ROD/PIPE-DEPTH: 6.4 meters
 AE9585_SLEEVE-DEPTH  : 1.8 meters
 AE9585
 AE9585  HISTORY     - Date     Condition        Report By
 AE9585  HISTORY     - 1996     MONUMENTED       SDDT
 AE9585  HISTORY     - 19970313 GOOD             NGS
 AE9585
 AE9585                          STATION DESCRIPTION
 AE9585
 AE9585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9585'14.5 KM (9.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9585'STATE HIGHWAY 47 IN BOWDLE, 72.0 M (236.2 FT) EAST OF A T-FENCE
 AE9585'CORNER, 56.3 M (184.7 FT) SOUTHEAST OF MILEPOST 224, 29.9 M (98.1 FT)
 AE9585'SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AE9585'HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) SOUTH OF A
 AE9585'METAL GUARD POST, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND
 AE9585'FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9585'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9585'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9585'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9586 ***********************************************************************
 AE9586  DESIGNATION -  12 225.05
 AE9586  PID         -  AE9586
 AE9586  STATE/COUNTY-  SD/WALWORTH
 AE9586  COUNTRY     -  US
 AE9586  USGS QUAD   -  SPRING LAKE (2017)
 AE9586
 AE9586                         *CURRENT SURVEY CONTROL
 AE9586  ______________________________________________________________________
 AE9586* NAD 83(1986) POSITION- 45 26 53.     (N) 099 48 43.     (W)   SCALED
 AE9586* NAVD 88 ORTHO HEIGHT -   619.486 (meters)     2032.43  (feet) ADJUSTED
 AE9586  ______________________________________________________________________
 AE9586  GEOID HEIGHT    -        -22.558 (meters)                     GEOID18
 AE9586  DYNAMIC HEIGHT  -        619.412 (meters)     2032.19  (feet) COMP
 AE9586  MODELED GRAVITY -    980,477.5   (mgal)                       NAVD 88
 AE9586
 AE9586  VERT ORDER      -  FIRST     CLASS II
 AE9586
 AE9586.The horizontal coordinates were scaled from a map and have
 AE9586.an estimated accuracy of +/- 6 seconds.
 AE9586
 AE9586.The orthometric height was determined by differential leveling and
 AE9586.adjusted by the NATIONAL GEODETIC SURVEY
 AE9586.in July 1998.
 AE9586
 AE9586.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9586.GEOID18 height accuracy estimate available here.
 AE9586
 AE9586.Click photographs - Photos may exist for this station.
 AE9586
 AE9586.The dynamic height is computed by dividing the NAVD 88
 AE9586.geopotential number by the normal gravity value computed on the
 AE9586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9586.degrees latitude (g = 980.6199 gals.).
 AE9586
 AE9586.The modeled gravity was interpolated from observed gravity values.
 AE9586
 AE9586;                    North         East    Units  Estimated Accuracy
 AE9586;SPC SD N     -   179,450.      614,710.      MT  (+/- 180 meters Scaled)
 AE9586
 AE9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR365330(NAD 83)
 AE9586
 AE9586                          SUPERSEDED SURVEY CONTROL
 AE9586
 AE9586.No superseded survey control is available for this station.
 AE9586
 AE9586_MARKER: DD = SURVEY DISK
 AE9586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9586_STAMPING: 12-225.05 1996
 AE9586_MARK LOGO: SDDT
 AE9586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9586+STABILITY: SURFACE MOTION
 AE9586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9586+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9586
 AE9586  HISTORY     - Date     Condition        Report By
 AE9586  HISTORY     - 1996     MONUMENTED       SDDT
 AE9586  HISTORY     - 19970313 GOOD             NGS
 AE9586
 AE9586                          STATION DESCRIPTION
 AE9586
 AE9586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9586'12.9 KM (8.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9586'STATE HIGHWAY 47 IN BOWDLE, 45.1 M (148.0 FT) SOUTHEAST OF MILEPOST
 AE9586'225, 30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 23.8 M (78.1
 AE9586'FT) SOUTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 11.3 M (37.1 FT)
 AE9586'EAST OF THE CENTER OF A TRACK ROAD, 9.1 M (29.9 FT) SOUTH OF A WATER
 AE9586'VALVE, 7.9 M (25.9 FT) SOUTHWEST OF THE EAST END OF A CULVERT, 1.5 M
 AE9586'(4.9 FT) NORTH OF A SIGN (DEPARTMENT OF GAME, FISH AND PARKS), 0.6 M
 AE9586'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A
 AE9586'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9588 ***********************************************************************
 AE9588  DESIGNATION -  12 227.00
 AE9588  PID         -  AE9588
 AE9588  STATE/COUNTY-  SD/WALWORTH
 AE9588  COUNTRY     -  US
 AE9588  USGS QUAD   -  SPRING LAKE (2017)
 AE9588
 AE9588                         *CURRENT SURVEY CONTROL
 AE9588  ______________________________________________________________________
 AE9588* NAD 83(1986) POSITION- 45 26 56.     (N) 099 46 14.     (W)   SCALED
 AE9588* NAVD 88 ORTHO HEIGHT -   613.503 (meters)     2012.80  (feet) ADJUSTED
 AE9588  ______________________________________________________________________
 AE9588  GEOID HEIGHT    -        -22.609 (meters)                     GEOID18
 AE9588  DYNAMIC HEIGHT  -        613.432 (meters)     2012.57  (feet) COMP
 AE9588  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 AE9588
 AE9588  VERT ORDER      -  FIRST     CLASS II
 AE9588
 AE9588.The horizontal coordinates were scaled from a map and have
 AE9588.an estimated accuracy of +/- 6 seconds.
 AE9588
 AE9588.The orthometric height was determined by differential leveling and
 AE9588.adjusted by the NATIONAL GEODETIC SURVEY
 AE9588.in July 1998.
 AE9588
 AE9588.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9588.GEOID18 height accuracy estimate available here.
 AE9588
 AE9588.Click photographs - Photos may exist for this station.
 AE9588
 AE9588.The dynamic height is computed by dividing the NAVD 88
 AE9588.geopotential number by the normal gravity value computed on the
 AE9588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9588.degrees latitude (g = 980.6199 gals.).
 AE9588
 AE9588.The modeled gravity was interpolated from observed gravity values.
 AE9588
 AE9588;                    North         East    Units  Estimated Accuracy
 AE9588;SPC SD N     -   179,550.      617,950.      MT  (+/- 180 meters Scaled)
 AE9588
 AE9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR397331(NAD 83)
 AE9588
 AE9588                          SUPERSEDED SURVEY CONTROL
 AE9588
 AE9588.No superseded survey control is available for this station.
 AE9588
 AE9588_MARKER: DD = SURVEY DISK
 AE9588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9588_STAMPING: 12-227.00 1996
 AE9588_MARK LOGO: SDDT
 AE9588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9588+STABILITY: SURFACE MOTION
 AE9588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9588+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9588
 AE9588  HISTORY     - Date     Condition        Report By
 AE9588  HISTORY     - 1996     MONUMENTED       SDDT
 AE9588  HISTORY     - 19970313 GOOD             NGS
 AE9588
 AE9588                          STATION DESCRIPTION
 AE9588
 AE9588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9588'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9588'STATE HIGHWAY 47 IN BOWDLE, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY
 AE9588'CENTERLINE, 26.8 M (87.9 FT) WEST OF THE CENTER OF A TRACK ROAD, 22.9
 AE9588'M (75.1 FT) SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY,
 AE9588'20.1 M (65.9 FT) WEST OF A FENCE CORNER, 0.9 M (3.0 FT) BELOW THE
 AE9588'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.5 M (1.6 FT)
 AE9588'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9588'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9589 ***********************************************************************
 AE9589  DESIGNATION -  12 228.00
 AE9589  PID         -  AE9589
 AE9589  STATE/COUNTY-  SD/WALWORTH
 AE9589  COUNTRY     -  US
 AE9589  USGS QUAD   -  SPRING LAKE (2017)
 AE9589
 AE9589                         *CURRENT SURVEY CONTROL
 AE9589  ______________________________________________________________________
 AE9589* NAD 83(1986) POSITION- 45 26 58.     (N) 099 45 05.     (W)   SCALED
 AE9589* NAVD 88 ORTHO HEIGHT -   601.334 (meters)     1972.88  (feet) ADJUSTED
 AE9589  ______________________________________________________________________
 AE9589  GEOID HEIGHT    -        -22.632 (meters)                     GEOID18
 AE9589  DYNAMIC HEIGHT  -        601.265 (meters)     1972.65  (feet) COMP
 AE9589  MODELED GRAVITY -    980,481.1   (mgal)                       NAVD 88
 AE9589
 AE9589  VERT ORDER      -  FIRST     CLASS II
 AE9589
 AE9589.The horizontal coordinates were scaled from a map and have
 AE9589.an estimated accuracy of +/- 6 seconds.
 AE9589
 AE9589.The orthometric height was determined by differential leveling and
 AE9589.adjusted by the NATIONAL GEODETIC SURVEY
 AE9589.in July 1998.
 AE9589
 AE9589.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9589.GEOID18 height accuracy estimate available here.
 AE9589
 AE9589.Click photographs - Photos may exist for this station.
 AE9589
 AE9589.The dynamic height is computed by dividing the NAVD 88
 AE9589.geopotential number by the normal gravity value computed on the
 AE9589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9589.degrees latitude (g = 980.6199 gals.).
 AE9589
 AE9589.The modeled gravity was interpolated from observed gravity values.
 AE9589
 AE9589;                    North         East    Units  Estimated Accuracy
 AE9589;SPC SD N     -   179,620.      619,450.      MT  (+/- 180 meters Scaled)
 AE9589
 AE9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR412331(NAD 83)
 AE9589
 AE9589                          SUPERSEDED SURVEY CONTROL
 AE9589
 AE9589.No superseded survey control is available for this station.
 AE9589
 AE9589_MARKER: DD = SURVEY DISK
 AE9589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9589_STAMPING: 12-228.00 1996
 AE9589_MARK LOGO: SDDT
 AE9589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9589+STABILITY: SURFACE MOTION
 AE9589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9589+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9589
 AE9589  HISTORY     - Date     Condition        Report By
 AE9589  HISTORY     - 1996     MONUMENTED       SDDT
 AE9589  HISTORY     - 19970313 GOOD             NGS
 AE9589
 AE9589                          STATION DESCRIPTION
 AE9589
 AE9589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9589'8.1 KM (5.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9589'STATE HIGHWAY 47 IN BOWDLE, 3.2 M (10.5 FT) EAST OF THE INTERSECTION
 AE9589'OF STATE HIGHWAY 47 LEADING SOUTH, 31.4 M (103.0 FT) WEST OF THE
 AE9589'CENTER OF A GRAVELED ROAD, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY
 AE9589'CENTERLINE, 22.9 M (75.1 FT) SOUTHWEST OF THE WEST END OF A CULVERT
 AE9589'UNDER THE ROAD, 20.1 M (65.9 FT) NORTHWEST OF A UTILITY POLE WITH A
 AE9589'TRANSFORMER, 19.8 M (65.0 FT) WEST OF A FENCE CORNER, 17.7 M (58.1 FT)
 AE9589'SOUTH OF MILEPOST 228, 11.9 M (39.0 FT) SOUTHWEST OF A WATER VALVE,
 AE9589'0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF
 AE9589'A FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9589'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9590 ***********************************************************************
 AE9590  DESIGNATION -  12 229.03
 AE9590  PID         -  AE9590
 AE9590  STATE/COUNTY-  SD/WALWORTH
 AE9590  COUNTRY     -  US
 AE9590  USGS QUAD   -  BOWDLE (2017)
 AE9590
 AE9590                         *CURRENT SURVEY CONTROL
 AE9590  ______________________________________________________________________
 AE9590* NAD 83(1986) POSITION- 45 26 55.     (N) 099 43 45.     (W)   SCALED
 AE9590* NAVD 88 ORTHO HEIGHT -   605.286 (meters)     1985.84  (feet) ADJUSTED
 AE9590  ______________________________________________________________________
 AE9590  GEOID HEIGHT    -        -22.656 (meters)                     GEOID18
 AE9590  DYNAMIC HEIGHT  -        605.216 (meters)     1985.61  (feet) COMP
 AE9590  MODELED GRAVITY -    980,481.8   (mgal)                       NAVD 88
 AE9590
 AE9590  VERT ORDER      -  FIRST     CLASS II
 AE9590
 AE9590.The horizontal coordinates were scaled from a map and have
 AE9590.an estimated accuracy of +/- 6 seconds.
 AE9590
 AE9590.The orthometric height was determined by differential leveling and
 AE9590.adjusted by the NATIONAL GEODETIC SURVEY
 AE9590.in July 1998.
 AE9590
 AE9590.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9590.GEOID18 height accuracy estimate available here.
 AE9590
 AE9590.Click photographs - Photos may exist for this station.
 AE9590
 AE9590.The dynamic height is computed by dividing the NAVD 88
 AE9590.geopotential number by the normal gravity value computed on the
 AE9590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9590.degrees latitude (g = 980.6199 gals.).
 AE9590
 AE9590.The modeled gravity was interpolated from observed gravity values.
 AE9590
 AE9590;                    North         East    Units  Estimated Accuracy
 AE9590;SPC SD N     -   179,530.      621,190.      MT  (+/- 180 meters Scaled)
 AE9590
 AE9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR429330(NAD 83)
 AE9590
 AE9590                          SUPERSEDED SURVEY CONTROL
 AE9590
 AE9590.No superseded survey control is available for this station.
 AE9590
 AE9590_MARKER: DD = SURVEY DISK
 AE9590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9590_STAMPING: 12-229.03 1996
 AE9590_MARK LOGO: SDDT
 AE9590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9590+STABILITY: SURFACE MOTION
 AE9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9590+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9590
 AE9590  HISTORY     - Date     Condition        Report By
 AE9590  HISTORY     - 1996     MONUMENTED       SDDT
 AE9590  HISTORY     - 19970313 GOOD             NGS
 AE9590
 AE9590                          STATION DESCRIPTION
 AE9590
 AE9590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9590'6.4 KM (3.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9590'STATE HIGHWAY 47 IN BOWDLE, 44.8 M (147.0 FT) EAST OF MILEPOST 229,
 AE9590'29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 AE9590'EAST OF THE CENTER OF A TRACK ROAD, 5.2 M (17.1 FT) SOUTH OF THE EAST
 AE9590'END OF A CULVERT UNDER THE ROAD, 1.2 M (3.9 FT) EAST OF A T-FENCE
 AE9590'CORNER, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE
 AE9590'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE
 AE9590'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7896 ***********************************************************************
 AC7896  CBN         -  This is a Cooperative Base Network Control Station.
 AC7896  DESIGNATION -  12 230.02
 AC7896  PID         -  AC7896
 AC7896  STATE/COUNTY-  SD/EDMUNDS
 AC7896  COUNTRY     -  US
 AC7896  USGS QUAD   -  BOWDLE (2017)
 AC7896
 AC7896                         *CURRENT SURVEY CONTROL
 AC7896  ______________________________________________________________________
 AC7896* NAD 83(2011) POSITION- 45 26 56.23351(N) 099 42 28.79667(W)   ADJUSTED
 AC7896* NAD 83(2011) ELLIP HT-   576.351 (meters)        (06/27/12)   ADJUSTED
 AC7896* NAD 83(2011) EPOCH   -  2010.00
 AC7896* NAVD 88 ORTHO HEIGHT -   599.019 (meters)     1965.28  (feet) ADJUSTED
 AC7896  ______________________________________________________________________
 AC7896  GEOID HEIGHT    -        -22.678 (meters)                     GEOID18
 AC7896  NAD 83(2011) X  -   -755,883.351 (meters)                     COMP
 AC7896  NAD 83(2011) Y  - -4,418,385.481 (meters)                     COMP
 AC7896  NAD 83(2011) Z  -  4,522,901.634 (meters)                     COMP
 AC7896  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 AC7896  DYNAMIC HEIGHT  -        598.950 (meters)     1965.06  (feet) COMP
 AC7896  MODELED GRAVITY -    980,482.4   (mgal)                       NAVD 88
 AC7896
 AC7896  VERT ORDER      -  FIRST     CLASS II
 AC7896
 AC7896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7896  Standards:
 AC7896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7896  -------------------------------------------------------------------
 AC7896  NETWORK    0.87   2.59           0.40   0.30   1.32     -0.05957204
 AC7896  -------------------------------------------------------------------
 AC7896  Click here for local accuracies and other accuracy information.
 AC7896
 AC7896.The horizontal coordinates were established by GPS observations
 AC7896.and adjusted by the National Geodetic Survey in June 2012.
 AC7896
 AC7896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7896.been affixed to the stable North American tectonic plate. See 
 AC7896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7896
 AC7896.The horizontal coordinates are valid at the epoch date displayed above
 AC7896.which is a decimal equivalence of Year/Month/Day.
 AC7896
 AC7896.The orthometric height was determined by differential leveling and
 AC7896.adjusted by the NATIONAL GEODETIC SURVEY
 AC7896.in July 1998.
 AC7896
 AC7896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7896.GEOID18 height accuracy estimate available here.
 AC7896
 AC7896.Click photographs - Photos may exist for this station.
 AC7896
 AC7896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7896
 AC7896.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7896
 AC7896.The ellipsoidal height was determined by GPS observations
 AC7896.and is referenced to NAD 83.
 AC7896
 AC7896.The dynamic height is computed by dividing the NAVD 88
 AC7896.geopotential number by the normal gravity value computed on the
 AC7896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7896.degrees latitude (g = 980.6199 gals.).
 AC7896
 AC7896.The modeled gravity was interpolated from observed gravity values.
 AC7896
 AC7896. The following values were computed from the NAD 83(2011) position.
 AC7896
 AC7896;                    North         East     Units Scale Factor Converg.
 AC7896;SPC SD N     -   179,576.161   622,841.950   MT  0.99996319   +0 12 24.0
 AC7896;SPC SD N     -   589,159.45  2,043,440.63   sFT  0.99996319   +0 12 24.0
 AC7896;UTM  14      - 5,033,069.208   444,636.357   MT  0.99963768   -0 30 16.4
 AC7896
 AC7896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7896!SPC SD N     -   0.99990965  x   0.99996319  =   0.99987284
 AC7896!UTM  14      -   0.99990965  x   0.99963768  =   0.99954736
 AC7896
 AC7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR4463633069(NAD 83)
 AC7896
 AC7896                          SUPERSEDED SURVEY CONTROL
 AC7896
 AC7896  NAD 83(2007)-  45 26 56.23349(N)    099 42 28.79746(W) AD(2002.00) 0
 AC7896  ELLIP H (02/10/07)  576.380  (m)                       GP(2002.00)    
 AC7896  ELLIP H (04/15/04)  576.392  (m)                       GP(       ) 2 1
 AC7896  NAD 83(1996)-  45 26 56.23293(N)    099 42 28.79694(W) AD(       ) B
 AC7896  ELLIP H (04/18/97)  576.428  (m)                       GP(       ) 4 1
 AC7896  NAVD 88 (04/18/97)  598.9    (m)  GEOID96  model used  GPS OBS        
 AC7896
 AC7896.Superseded values are not recommended for survey control.
 AC7896
 AC7896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7896.See file dsdata.pdf to determine how the superseded data were derived.
 AC7896
 AC7896_MARKER: Z = SEE DESCRIPTION
 AC7896_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7896_STAMPING: 12-230.02 1995
 AC7896_MARK LOGO: NGS
 AC7896_PROJECTION: FLUSH
 AC7896_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7896+STABILITY: POSITION/ELEVATION WELL
 AC7896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7896+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AC7896_ROD/PIPE-DEPTH: 6.4 meters
 AC7896_SLEEVE-DEPTH  : 1.8 meters
 AC7896
 AC7896  HISTORY     - Date     Condition        Report By
 AC7896  HISTORY     - 1995     MONUMENTED       SDDT
 AC7896  HISTORY     - 19960925 GOOD             SDDT
 AC7896  HISTORY     - 19970313 GOOD             NGS
 AC7896
 AC7896                          STATION DESCRIPTION
 AC7896
 AC7896'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7896'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF BOWDLE AND AT THE
 AC7896'EDMUNDS/WALWORTH COUNTY LINE ON U.S. HIGHWAY 12.  OWNERSHIP--THE STATE
 AC7896'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC7896'HIGHWAY 47 NORTH AND U.S. HIGHWAY 12 IN BOWDLE, GO WEST ON U.S.
 AC7896'HIGHWAY 12 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF COUNTY ROAD 1A AND
 AC7896'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7896'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7896'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 149.0 FT (45.4 M) NORTH OF
 AC7896'THE CENTER OF THE HIGHWAY, 48.0 FT (14.6 M) NORTH OF A FENCE CORNER,
 AC7896'31.0 FT (9.4 M) EAST OF THE CENTER OF THE COUNTY ROAD, 18.5 FT (5.6 M)
 AC7896'NORTH FROM THE CENTER OF THE SOUTH END OF A CULVERT UNDER A FIELD
 AC7896'ENTRANCE ROAD, 2.0 FT (0.6 M) WEST OF A WITNESS POST AND FENCE, AND
 AC7896'1.0 FT (0.3 M) EAST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7896'POINT IS THROUGH A 5-INCH LOCO CAP AND THEN A 4-INCH PVC CAP.
 AC7896
 AC7896                          STATION RECOVERY (1997)
 AC7896
 AC7896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7896'4.8 KM (3.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AC7896'STATE HIGHWAY 47 IN BOWDLE, 67.5 M (221.5 FT) NORTHEAST OF MILEPOST
 AC7896'230, 45.6 M (149.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8
 AC7896'FT) EAST OF THE CENTER OF A GRAVELED ROAD AND THE WALWORTH-EDMUNDS
 AC7896'COUNTY LINE, 0.8 M (2.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT) SOUTH OF A
 AC7896'WITNESS POST, 0.5 M (1.6 FT) NORTH OF A METAL GUARD POST, AND 0.3 M
 AC7896'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE DATUM POINT IS A
 AC7896'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AC7896'A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM POINT IS
 AC7896'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AC7896'MONUMENT IS A SOUTH DAKOTA HARN STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9591 ***********************************************************************
 AE9591  DESIGNATION -  12 231.00
 AE9591  PID         -  AE9591
 AE9591  STATE/COUNTY-  SD/EDMUNDS
 AE9591  COUNTRY     -  US
 AE9591  USGS QUAD   -  BOWDLE (2017)
 AE9591
 AE9591                         *CURRENT SURVEY CONTROL
 AE9591  ______________________________________________________________________
 AE9591* NAD 83(1986) POSITION- 45 26 58.     (N) 099 41 15.     (W)   SCALED
 AE9591* NAVD 88 ORTHO HEIGHT -   599.006 (meters)     1965.24  (feet) ADJUSTED
 AE9591  ______________________________________________________________________
 AE9591  GEOID HEIGHT    -        -22.698 (meters)                     GEOID18
 AE9591  DYNAMIC HEIGHT  -        598.938 (meters)     1965.02  (feet) COMP
 AE9591  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 AE9591
 AE9591  VERT ORDER      -  FIRST     CLASS II
 AE9591
 AE9591.The horizontal coordinates were scaled from a map and have
 AE9591.an estimated accuracy of +/- 6 seconds.
 AE9591
 AE9591.The orthometric height was determined by differential leveling and
 AE9591.adjusted by the NATIONAL GEODETIC SURVEY
 AE9591.in July 1998.
 AE9591
 AE9591.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9591.GEOID18 height accuracy estimate available here.
 AE9591
 AE9591.Click photographs - Photos may exist for this station.
 AE9591
 AE9591.The dynamic height is computed by dividing the NAVD 88
 AE9591.geopotential number by the normal gravity value computed on the
 AE9591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9591.degrees latitude (g = 980.6199 gals.).
 AE9591
 AE9591.The modeled gravity was interpolated from observed gravity values.
 AE9591
 AE9591;                    North         East    Units  Estimated Accuracy
 AE9591;SPC SD N     -   179,640.      624,450.      MT  (+/- 180 meters Scaled)
 AE9591
 AE9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR462331(NAD 83)
 AE9591
 AE9591                          SUPERSEDED SURVEY CONTROL
 AE9591
 AE9591.No superseded survey control is available for this station.
 AE9591
 AE9591_MARKER: DD = SURVEY DISK
 AE9591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9591_STAMPING: 12-231.00 1996
 AE9591_MARK LOGO: SDDT
 AE9591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9591+STABILITY: SURFACE MOTION
 AE9591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9591+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9591
 AE9591  HISTORY     - Date     Condition        Report By
 AE9591  HISTORY     - 1996     MONUMENTED       SDDT
 AE9591  HISTORY     - 19970313 GOOD             NGS
 AE9591
 AE9591                          STATION DESCRIPTION
 AE9591
 AE9591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9591'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9591'STATE HIGHWAY 47 IN BOWDLE, 36.6 M (120.1 FT) EAST OF THE CENTER OF A
 AE9591'GRAVELED ROAD, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 27.4
 AE9591'M (89.9 FT) NORTHEAST OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE,
 AE9591'17.7 M (58.1 FT) SOUTH OF MILEPOST 231, 0.8 M (2.6 FT) BELOW THE LEVEL
 AE9591'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE
 AE9591'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9592 ***********************************************************************
 AE9592  DESIGNATION -  12 231.95
 AE9592  PID         -  AE9592
 AE9592  STATE/COUNTY-  SD/EDMUNDS
 AE9592  COUNTRY     -  US
 AE9592  USGS QUAD   -  BOWDLE (2017)
 AE9592
 AE9592                         *CURRENT SURVEY CONTROL
 AE9592  ______________________________________________________________________
 AE9592* NAD 83(1986) POSITION- 45 26 54.     (N) 099 40 02.     (W)   SCALED
 AE9592* NAVD 88 ORTHO HEIGHT -   602.083 (meters)     1975.33  (feet) ADJUSTED
 AE9592  ______________________________________________________________________
 AE9592  GEOID HEIGHT    -        -22.718 (meters)                     GEOID18
 AE9592  DYNAMIC HEIGHT  -        602.014 (meters)     1975.11  (feet) COMP
 AE9592  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 AE9592
 AE9592  VERT ORDER      -  FIRST     CLASS II
 AE9592
 AE9592.The horizontal coordinates were scaled from a map and have
 AE9592.an estimated accuracy of +/- 6 seconds.
 AE9592
 AE9592.The orthometric height was determined by differential leveling and
 AE9592.adjusted by the NATIONAL GEODETIC SURVEY
 AE9592.in July 1998.
 AE9592
 AE9592.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9592.GEOID18 height accuracy estimate available here.
 AE9592
 AE9592.Click photographs - Photos may exist for this station.
 AE9592
 AE9592.The dynamic height is computed by dividing the NAVD 88
 AE9592.geopotential number by the normal gravity value computed on the
 AE9592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9592.degrees latitude (g = 980.6199 gals.).
 AE9592
 AE9592.The modeled gravity was interpolated from observed gravity values.
 AE9592
 AE9592;                    North         East    Units  Estimated Accuracy
 AE9592;SPC SD N     -   179,520.      626,030.      MT  (+/- 180 meters Scaled)
 AE9592
 AE9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR478329(NAD 83)
 AE9592
 AE9592                          SUPERSEDED SURVEY CONTROL
 AE9592
 AE9592.No superseded survey control is available for this station.
 AE9592
 AE9592_MARKER: DD = SURVEY DISK
 AE9592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9592_STAMPING: 12-231.95 1996
 AE9592_MARK LOGO: SDDT
 AE9592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9592+STABILITY: SURFACE MOTION
 AE9592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9592+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9592
 AE9592  HISTORY     - Date     Condition        Report By
 AE9592  HISTORY     - 1996     MONUMENTED       SDDT
 AE9592  HISTORY     - 19970313 GOOD             NGS
 AE9592
 AE9592                          STATION DESCRIPTION
 AE9592
 AE9592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9592'1.7 KM (1.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9592'STATE HIGHWAY 47 IN BOWDLE, 57.2 M (187.7 FT) NORTHWEST OF MILEPOST
 AE9592'232, 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES
 AE9592'OF THE HIGHWAY, 10.7 M (35.1 FT) WEST OF THE CENTER OF A CROSSOVER,
 AE9592'10.4 M (34.1 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE9592'HIGHWAY, 1.3 M (4.3 FT) WEST OF THE EAST END OF A HIGHWAY MEDIAN, 0.5
 AE9592'M (1.6 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AE9592'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9593 ***********************************************************************
 AE9593  DESIGNATION -  12 233.01
 AE9593  PID         -  AE9593
 AE9593  STATE/COUNTY-  SD/EDMUNDS
 AE9593  COUNTRY     -  US
 AE9593  USGS QUAD   -  BOWDLE (2017)
 AE9593
 AE9593                         *CURRENT SURVEY CONTROL
 AE9593  ______________________________________________________________________
 AE9593* NAD 83(1986) POSITION- 45 26 44.     (N) 099 38 48.     (W)   SCALED
 AE9593* NAVD 88 ORTHO HEIGHT -   604.321 (meters)     1982.68  (feet) ADJUSTED
 AE9593  ______________________________________________________________________
 AE9593  GEOID HEIGHT    -        -22.738 (meters)                     GEOID18
 AE9593  DYNAMIC HEIGHT  -        604.252 (meters)     1982.45  (feet) COMP
 AE9593  MODELED GRAVITY -    980,483.6   (mgal)                       NAVD 88
 AE9593
 AE9593  VERT ORDER      -  FIRST     CLASS II
 AE9593
 AE9593.The horizontal coordinates were scaled from a map and have
 AE9593.an estimated accuracy of +/- 6 seconds.
 AE9593
 AE9593.The orthometric height was determined by differential leveling and
 AE9593.adjusted by the NATIONAL GEODETIC SURVEY
 AE9593.in July 1998.
 AE9593
 AE9593.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9593.GEOID18 height accuracy estimate available here.
 AE9593
 AE9593.Click photographs - Photos may exist for this station.
 AE9593
 AE9593.The dynamic height is computed by dividing the NAVD 88
 AE9593.geopotential number by the normal gravity value computed on the
 AE9593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9593.degrees latitude (g = 980.6199 gals.).
 AE9593
 AE9593.The modeled gravity was interpolated from observed gravity values.
 AE9593
 AE9593;                    North         East    Units  Estimated Accuracy
 AE9593;SPC SD N     -   179,220.      627,640.      MT  (+/- 180 meters Scaled)
 AE9593
 AE9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR494326(NAD 83)
 AE9593
 AE9593                          SUPERSEDED SURVEY CONTROL
 AE9593
 AE9593.No superseded survey control is available for this station.
 AE9593
 AE9593_MARKER: DD = SURVEY DISK
 AE9593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9593_STAMPING: 12-233.01 1996
 AE9593_MARK LOGO: SDDT
 AE9593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9593+STABILITY: SURFACE MOTION
 AE9593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9593+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9593
 AE9593  HISTORY     - Date     Condition        Report By
 AE9593  HISTORY     - 1996     MONUMENTED       SDDT
 AE9593  HISTORY     - 19970313 GOOD             NGS
 AE9593
 AE9593                          STATION DESCRIPTION
 AE9593
 AE9593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9593'IN BOWDLE, AT THE INTERSECTION OF U.S. HIGHWAY 12 AND STATE HIGHWAY
 AE9593'47, 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AE9593'THE U.S. HIGHWAY, 11.6 M (38.1 FT) WEST OF THE CENTER OF THE STATE
 AE9593'HIGHWAY, 10.7 M (35.1 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 AE9593'LANES OF THE U.S. HIGHWAY, 3.7 M (12.1 FT) EAST OF THE EAST END OF A
 AE9593'HIGHWAY MEDIAN, 2.4 M (7.9 FT) NORTHWEST OF A YIELD SIGN, 0.3 M (1.0
 AE9593'FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE9593'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9594 ***********************************************************************
 AE9594  DESIGNATION -  12 234.01
 AE9594  PID         -  AE9594
 AE9594  STATE/COUNTY-  SD/EDMUNDS
 AE9594  COUNTRY     -  US
 AE9594  USGS QUAD   -  BOWDLE (2017)
 AE9594
 AE9594                         *CURRENT SURVEY CONTROL
 AE9594  ______________________________________________________________________
 AE9594* NAD 83(1986) POSITION- 45 26 43.     (N) 099 37 35.     (W)   SCALED
 AE9594* NAVD 88 ORTHO HEIGHT -   608.322 (meters)     1995.80  (feet) ADJUSTED
 AE9594  ______________________________________________________________________
 AE9594  GEOID HEIGHT    -        -22.759 (meters)                     GEOID18
 AE9594  DYNAMIC HEIGHT  -        608.254 (meters)     1995.58  (feet) COMP
 AE9594  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 AE9594
 AE9594  VERT ORDER      -  FIRST     CLASS II
 AE9594
 AE9594.The horizontal coordinates were scaled from a map and have
 AE9594.an estimated accuracy of +/- 6 seconds.
 AE9594
 AE9594.The orthometric height was determined by differential leveling and
 AE9594.adjusted by the NATIONAL GEODETIC SURVEY
 AE9594.in July 1998.
 AE9594
 AE9594.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9594.GEOID18 height accuracy estimate available here.
 AE9594
 AE9594.Click photographs - Photos may exist for this station.
 AE9594
 AE9594.The dynamic height is computed by dividing the NAVD 88
 AE9594.geopotential number by the normal gravity value computed on the
 AE9594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9594.degrees latitude (g = 980.6199 gals.).
 AE9594
 AE9594.The modeled gravity was interpolated from observed gravity values.
 AE9594
 AE9594;                    North         East    Units  Estimated Accuracy
 AE9594;SPC SD N     -   179,190.      629,230.      MT  (+/- 180 meters Scaled)
 AE9594
 AE9594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR510326(NAD 83)
 AE9594
 AE9594                          SUPERSEDED SURVEY CONTROL
 AE9594
 AE9594.No superseded survey control is available for this station.
 AE9594
 AE9594_MARKER: DD = SURVEY DISK
 AE9594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9594_STAMPING: 12-234.01 1996
 AE9594_MARK LOGO: SDDT
 AE9594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9594+STABILITY: SURFACE MOTION
 AE9594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9594+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9594
 AE9594  HISTORY     - Date     Condition        Report By
 AE9594  HISTORY     - 1996     MONUMENTED       SDDT
 AE9594  HISTORY     - 19970313 GOOD             NGS
 AE9594
 AE9594                          STATION DESCRIPTION
 AE9594
 AE9594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9594'1.6 KM (1.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9594'STATE HIGHWAY 47 IN BOWDLE, 45.3 M (148.6 FT) NORTHEAST OF MILEPOST
 AE9594'234, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.2 M (46.6
 AE9594'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 13.1 M (43.0 FT) NORTH OF
 AE9594'THE WEST END OF A CULVERT, 4.9 M (16.1 FT) WEST OF A FENCE CORNER, 0.5
 AE9594'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 AE9594'FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9594'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9595 ***********************************************************************
 AE9595  DESIGNATION -  12 235.03
 AE9595  PID         -  AE9595
 AE9595  STATE/COUNTY-  SD/EDMUNDS
 AE9595  COUNTRY     -  US
 AE9595  USGS QUAD   -  GRETNA (2017)
 AE9595
 AE9595                         *CURRENT SURVEY CONTROL
 AE9595  ______________________________________________________________________
 AE9595* NAD 83(1986) POSITION- 45 26 41.     (N) 099 36 15.     (W)   SCALED
 AE9595* NAVD 88 ORTHO HEIGHT -   610.178 (meters)     2001.89  (feet) ADJUSTED
 AE9595  ______________________________________________________________________
 AE9595  GEOID HEIGHT    -        -22.782 (meters)                     GEOID18
 AE9595  DYNAMIC HEIGHT  -        610.111 (meters)     2001.67  (feet) COMP
 AE9595  MODELED GRAVITY -    980,485.4   (mgal)                       NAVD 88
 AE9595
 AE9595  VERT ORDER      -  FIRST     CLASS II
 AE9595
 AE9595.The horizontal coordinates were scaled from a map and have
 AE9595.an estimated accuracy of +/- 6 seconds.
 AE9595
 AE9595.The orthometric height was determined by differential leveling and
 AE9595.adjusted by the NATIONAL GEODETIC SURVEY
 AE9595.in July 1998.
 AE9595
 AE9595.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9595.GEOID18 height accuracy estimate available here.
 AE9595
 AE9595.Click photographs - Photos may exist for this station.
 AE9595
 AE9595.The dynamic height is computed by dividing the NAVD 88
 AE9595.geopotential number by the normal gravity value computed on the
 AE9595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9595.degrees latitude (g = 980.6199 gals.).
 AE9595
 AE9595.The modeled gravity was interpolated from observed gravity values.
 AE9595
 AE9595;                    North         East    Units  Estimated Accuracy
 AE9595;SPC SD N     -   179,140.      630,970.      MT  (+/- 180 meters Scaled)
 AE9595
 AE9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR527325(NAD 83)
 AE9595
 AE9595                          SUPERSEDED SURVEY CONTROL
 AE9595
 AE9595.No superseded survey control is available for this station.
 AE9595
 AE9595_MARKER: Z = SEE DESCRIPTION
 AE9595_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9595_STAMPING: 12-235.03 1996
 AE9595_MARK LOGO: NGS
 AE9595_PROJECTION: FLUSH
 AE9595_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9595+STABILITY: POSITION/ELEVATION WELL
 AE9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9595+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9595_ROD/PIPE-DEPTH: 6.4 meters
 AE9595_SLEEVE-DEPTH  : 1.8 meters
 AE9595
 AE9595  HISTORY     - Date     Condition        Report By
 AE9595  HISTORY     - 1996     MONUMENTED       SDDT
 AE9595  HISTORY     - 19970313 GOOD             NGS
 AE9595
 AE9595                          STATION DESCRIPTION
 AE9595
 AE9595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9595'3.3 KM (2.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9595'STATE HIGHWAY 47 IN BOWDLE, 108.6 M (356.3 FT) EAST OF MILEPOST 235,
 AE9595'68.1 M (223.4 FT) EAST OF THE CENTER OF A DIRT ROAD, 30.4 M (99.7 FT)
 AE9595'SOUTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) EAST OF A FENCE
 AE9595'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 AE9595'NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.5 M
 AE9595'(1.6 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AE9595'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AE9595'A 1 1/2-GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 AE9595'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9596 ***********************************************************************
 AE9596  DESIGNATION -  12 236.00
 AE9596  PID         -  AE9596
 AE9596  STATE/COUNTY-  SD/EDMUNDS
 AE9596  COUNTRY     -  US
 AE9596  USGS QUAD   -  GRETNA (2017)
 AE9596
 AE9596                         *CURRENT SURVEY CONTROL
 AE9596  ______________________________________________________________________
 AE9596* NAD 83(1986) POSITION- 45 26 47.     (N) 099 35 12.     (W)   SCALED
 AE9596* NAVD 88 ORTHO HEIGHT -   606.851 (meters)     1990.98  (feet) ADJUSTED
 AE9596  ______________________________________________________________________
 AE9596  GEOID HEIGHT    -        -22.802 (meters)                     GEOID18
 AE9596  DYNAMIC HEIGHT  -        606.784 (meters)     1990.76  (feet) COMP
 AE9596  MODELED GRAVITY -    980,486.3   (mgal)                       NAVD 88
 AE9596
 AE9596  VERT ORDER      -  FIRST     CLASS II
 AE9596
 AE9596.The horizontal coordinates were scaled from a map and have
 AE9596.an estimated accuracy of +/- 6 seconds.
 AE9596
 AE9596.The orthometric height was determined by differential leveling and
 AE9596.adjusted by the NATIONAL GEODETIC SURVEY
 AE9596.in July 1998.
 AE9596
 AE9596.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9596.GEOID18 height accuracy estimate available here.
 AE9596
 AE9596.Click photographs - Photos may exist for this station.
 AE9596
 AE9596.The dynamic height is computed by dividing the NAVD 88
 AE9596.geopotential number by the normal gravity value computed on the
 AE9596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9596.degrees latitude (g = 980.6199 gals.).
 AE9596
 AE9596.The modeled gravity was interpolated from observed gravity values.
 AE9596
 AE9596;                    North         East    Units  Estimated Accuracy
 AE9596;SPC SD N     -   179,330.      632,340.      MT  (+/- 180 meters Scaled)
 AE9596
 AE9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR541327(NAD 83)
 AE9596
 AE9596                          SUPERSEDED SURVEY CONTROL
 AE9596
 AE9596.No superseded survey control is available for this station.
 AE9596
 AE9596_MARKER: DD = SURVEY DISK
 AE9596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9596_STAMPING: 12-236.00 1996
 AE9596_MARK LOGO: SDDT
 AE9596_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9596+STABILITY: SURFACE MOTION
 AE9596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9596+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9596
 AE9596  HISTORY     - Date     Condition        Report By
 AE9596  HISTORY     - 1996     MONUMENTED       SDDT
 AE9596  HISTORY     - 19970313 GOOD             NGS
 AE9596
 AE9596                          STATION DESCRIPTION
 AE9596
 AE9596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAD)
 AE9596'4.8 KM (3.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9596'STATE HIGHWAY 47 IN BOWDLE, 47.2 M (154.9 FT) WEST OF THE CENTER OF A
 AE9596'FIELD ENTRANCE, 40.9 M (134.2 FT) NORTH OF MILEPOST 236, 29.9 M (98.1
 AE9596'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AE9596'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) SOUTH OF
 AE9596'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9597 ***********************************************************************
 AE9597  DESIGNATION -  12 237.08
 AE9597  PID         -  AE9597
 AE9597  STATE/COUNTY-  SD/EDMUNDS
 AE9597  COUNTRY     -  US
 AE9597  USGS QUAD   -  GRETNA (2017)
 AE9597
 AE9597                         *CURRENT SURVEY CONTROL
 AE9597  ______________________________________________________________________
 AE9597* NAD 83(1986) POSITION- 45 26 58.     (N) 099 33 51.     (W)   SCALED
 AE9597* NAVD 88 ORTHO HEIGHT -   600.795 (meters)     1971.11  (feet) ADJUSTED
 AE9597  ______________________________________________________________________
 AE9597  GEOID HEIGHT    -        -22.830 (meters)                     GEOID18
 AE9597  DYNAMIC HEIGHT  -        600.730 (meters)     1970.90  (feet) COMP
 AE9597  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 AE9597
 AE9597  VERT ORDER      -  FIRST     CLASS II
 AE9597
 AE9597.The horizontal coordinates were scaled from a map and have
 AE9597.an estimated accuracy of +/- 6 seconds.
 AE9597
 AE9597.The orthometric height was determined by differential leveling and
 AE9597.adjusted by the NATIONAL GEODETIC SURVEY
 AE9597.in July 1998.
 AE9597
 AE9597.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9597.GEOID18 height accuracy estimate available here.
 AE9597
 AE9597.Click photographs - Photos may exist for this station.
 AE9597
 AE9597.The dynamic height is computed by dividing the NAVD 88
 AE9597.geopotential number by the normal gravity value computed on the
 AE9597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9597.degrees latitude (g = 980.6199 gals.).
 AE9597
 AE9597.The modeled gravity was interpolated from observed gravity values.
 AE9597
 AE9597;                    North         East    Units  Estimated Accuracy
 AE9597;SPC SD N     -   179,680.      634,090.      MT  (+/- 180 meters Scaled)
 AE9597
 AE9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR558330(NAD 83)
 AE9597
 AE9597                          SUPERSEDED SURVEY CONTROL
 AE9597
 AE9597.No superseded survey control is available for this station.
 AE9597
 AE9597_MARKER: DD = SURVEY DISK
 AE9597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9597_STAMPING: 12-237.08 1996
 AE9597_MARK LOGO: SDDT
 AE9597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9597+STABILITY: SURFACE MOTION
 AE9597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9597+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9597
 AE9597  HISTORY     - Date     Condition        Report By
 AE9597  HISTORY     - 1996     MONUMENTED       SDDT
 AE9597  HISTORY     - 19970313 GOOD             NGS
 AE9597
 AE9597                          STATION DESCRIPTION
 AE9597
 AE9597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9597'6.5 KM (4.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9597'STATE HIGHWAY 47 IN BOWDLE, 118.0 M (387.1 FT) EAST OF MILEPOST 237,
 AE9597'115.8 M (379.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 41.1 M (134.8 FT)
 AE9597'NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 13.2 M
 AE9597'(43.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 7.0 M (23.0 FT) NORTH
 AE9597'OF THE CENTER OF A FIELD ENTRANCE, 1.3 M (4.3 FT) BELOW THE LEVEL OF
 AE9597'THE HIGHWAY, 1.2 M (3.9 FT) NORTHWEST OF A FENCE CORNER, 0.5 M (1.6
 AE9597'FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AE9597'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9598 ***********************************************************************
 AE9598  DESIGNATION -  12 238.03
 AE9598  PID         -  AE9598
 AE9598  STATE/COUNTY-  SD/EDMUNDS
 AE9598  COUNTRY     -  US
 AE9598  USGS QUAD   -  GRETNA (2017)
 AE9598
 AE9598                         *CURRENT SURVEY CONTROL
 AE9598  ______________________________________________________________________
 AE9598* NAD 83(1986) POSITION- 45 26 56.     (N) 099 32 37.     (W)   SCALED
 AE9598* NAVD 88 ORTHO HEIGHT -   585.930 (meters)     1922.34  (feet) ADJUSTED
 AE9598  ______________________________________________________________________
 AE9598  GEOID HEIGHT    -        -22.857 (meters)                     GEOID18
 AE9598  DYNAMIC HEIGHT  -        585.867 (meters)     1922.13  (feet) COMP
 AE9598  MODELED GRAVITY -    980,488.6   (mgal)                       NAVD 88
 AE9598
 AE9598  VERT ORDER      -  FIRST     CLASS II
 AE9598
 AE9598.The horizontal coordinates were scaled from a map and have
 AE9598.an estimated accuracy of +/- 6 seconds.
 AE9598
 AE9598.The orthometric height was determined by differential leveling and
 AE9598.adjusted by the NATIONAL GEODETIC SURVEY
 AE9598.in July 1998.
 AE9598
 AE9598.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9598.GEOID18 height accuracy estimate available here.
 AE9598
 AE9598.Click photographs - Photos may exist for this station.
 AE9598
 AE9598.The dynamic height is computed by dividing the NAVD 88
 AE9598.geopotential number by the normal gravity value computed on the
 AE9598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9598.degrees latitude (g = 980.6199 gals.).
 AE9598
 AE9598.The modeled gravity was interpolated from observed gravity values.
 AE9598
 AE9598;                    North         East    Units  Estimated Accuracy
 AE9598;SPC SD N     -   179,630.      635,700.      MT  (+/- 180 meters Scaled)
 AE9598
 AE9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR574329(NAD 83)
 AE9598
 AE9598                          SUPERSEDED SURVEY CONTROL
 AE9598
 AE9598.No superseded survey control is available for this station.
 AE9598
 AE9598_MARKER: I = METAL ROD
 AE9598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9598_STAMPING: 12-238.03 1996
 AE9598_MARK LOGO: NGS
 AE9598_PROJECTION: FLUSH
 AE9598_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9598+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9598_ROD/PIPE-DEPTH: 4.1 meters
 AE9598_SLEEVE-DEPTH  : 0.9 meters
 AE9598
 AE9598  HISTORY     - Date     Condition        Report By
 AE9598  HISTORY     - 1996     MONUMENTED       SDDT
 AE9598  HISTORY     - 19970313 GOOD             NGS
 AE9598
 AE9598                          STATION DESCRIPTION
 AE9598
 AE9598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9598'8.1 KM (5.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9598'STATE HIGHWAY 47 IN BOWDLE, 132.0 M (433.1 FT) EAST OF MILEPOST 238,
 AE9598'25.7 M (84.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.4 M (57.1 FT)
 AE9598'EAST OF THE CENTER OF 331 AVENUE, 10.1 M (33.1 FT) NORTHEAST OF THE
 AE9598'EAST END OF A CULVERT UNDER THE HIGHWAY, 7.6 M (24.9 FT) SOUTHEAST OF
 AE9598'THE SOUTH END OF A CULVERT UNDER THE AVENUE, 4.3 M (14.1 FT) NORTHWEST
 AE9598'OF AN UNDERGROUND CABLE JUNCTION BOX, 1.2 M (3.9 FT) BELOW THE LEVEL
 AE9598'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AE9598'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AE9598'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9599 ***********************************************************************
 AE9599  DESIGNATION -  12 239.06
 AE9599  PID         -  AE9599
 AE9599  STATE/COUNTY-  SD/EDMUNDS
 AE9599  COUNTRY     -  US
 AE9599  USGS QUAD   -  GRETNA (2017)
 AE9599
 AE9599                         *CURRENT SURVEY CONTROL
 AE9599  ______________________________________________________________________
 AE9599* NAD 83(1986) POSITION- 45 26 56.     (N) 099 31 24.     (W)   SCALED
 AE9599* NAVD 88 ORTHO HEIGHT -   583.590 (meters)     1914.66  (feet) ADJUSTED
 AE9599  ______________________________________________________________________
 AE9599  GEOID HEIGHT    -        -22.884 (meters)                     GEOID18
 AE9599  DYNAMIC HEIGHT  -        583.528 (meters)     1914.46  (feet) COMP
 AE9599  MODELED GRAVITY -    980,489.5   (mgal)                       NAVD 88
 AE9599
 AE9599  VERT ORDER      -  FIRST     CLASS II
 AE9599
 AE9599.The horizontal coordinates were scaled from a map and have
 AE9599.an estimated accuracy of +/- 6 seconds.
 AE9599
 AE9599.The orthometric height was determined by differential leveling and
 AE9599.adjusted by the NATIONAL GEODETIC SURVEY
 AE9599.in July 1998.
 AE9599
 AE9599.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9599.GEOID18 height accuracy estimate available here.
 AE9599
 AE9599.Click photographs - Photos may exist for this station.
 AE9599
 AE9599.The dynamic height is computed by dividing the NAVD 88
 AE9599.geopotential number by the normal gravity value computed on the
 AE9599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9599.degrees latitude (g = 980.6199 gals.).
 AE9599
 AE9599.The modeled gravity was interpolated from observed gravity values.
 AE9599
 AE9599;                    North         East    Units  Estimated Accuracy
 AE9599;SPC SD N     -   179,640.      637,290.      MT  (+/- 180 meters Scaled)
 AE9599
 AE9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR590329(NAD 83)
 AE9599
 AE9599                          SUPERSEDED SURVEY CONTROL
 AE9599
 AE9599.No superseded survey control is available for this station.
 AE9599
 AE9599_MARKER: DD = SURVEY DISK
 AE9599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9599_STAMPING: 12-239.06 1996
 AE9599_MARK LOGO: SDDT
 AE9599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9599+STABILITY: SURFACE MOTION
 AE9599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9599+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9599
 AE9599  HISTORY     - Date     Condition        Report By
 AE9599  HISTORY     - 1996     MONUMENTED       SDDT
 AE9599  HISTORY     - 19970313 GOOD             NGS
 AE9599
 AE9599                          STATION DESCRIPTION
 AE9599
 AE9599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9599'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9599'STATE HIGHWAY 47 IN BOWDLE, 114.1 M (374.3 FT) NORTHEAST OF MILEPOST
 AE9599'239, 29.8 M (97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.7 M (38.4
 AE9599'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 9.8 M (32.2 FT) NORTH OF
 AE9599'THE EAST END OF A CULVERT UNDER THE ROAD, 1.5 M (4.9 FT) EAST OF AN
 AE9599'UNDERGROUND CABLE JUNCTION BOX, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AE9599'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9599'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9600 ***********************************************************************
 AE9600  DESIGNATION -  12 240.08
 AE9600  PID         -  AE9600
 AE9600  STATE/COUNTY-  SD/EDMUNDS
 AE9600  COUNTRY     -  US
 AE9600  USGS QUAD   -  GRETNA (2017)
 AE9600
 AE9600                         *CURRENT SURVEY CONTROL
 AE9600  ______________________________________________________________________
 AE9600* NAD 83(1986) POSITION- 45 27 01.     (N) 099 30 10.     (W)   SCALED
 AE9600* NAVD 88 ORTHO HEIGHT -   580.746 (meters)     1905.33  (feet) ADJUSTED
 AE9600  ______________________________________________________________________
 AE9600  GEOID HEIGHT    -        -22.911 (meters)                     GEOID18
 AE9600  DYNAMIC HEIGHT  -        580.684 (meters)     1905.13  (feet) COMP
 AE9600  MODELED GRAVITY -    980,490.4   (mgal)                       NAVD 88
 AE9600
 AE9600  VERT ORDER      -  FIRST     CLASS II
 AE9600
 AE9600.The horizontal coordinates were scaled from a map and have
 AE9600.an estimated accuracy of +/- 6 seconds.
 AE9600
 AE9600.The orthometric height was determined by differential leveling and
 AE9600.adjusted by the NATIONAL GEODETIC SURVEY
 AE9600.in July 1998.
 AE9600
 AE9600.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9600.GEOID18 height accuracy estimate available here.
 AE9600
 AE9600.Click photographs - Photos may exist for this station.
 AE9600
 AE9600.The dynamic height is computed by dividing the NAVD 88
 AE9600.geopotential number by the normal gravity value computed on the
 AE9600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9600.degrees latitude (g = 980.6199 gals.).
 AE9600
 AE9600.The modeled gravity was interpolated from observed gravity values.
 AE9600
 AE9600;                    North         East    Units  Estimated Accuracy
 AE9600;SPC SD N     -   179,800.      638,890.      MT  (+/- 180 meters Scaled)
 AE9600
 AE9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR606330(NAD 83)
 AE9600
 AE9600                          SUPERSEDED SURVEY CONTROL
 AE9600
 AE9600.No superseded survey control is available for this station.
 AE9600
 AE9600_MARKER: Z = SEE DESCRIPTION
 AE9600_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9600_STAMPING: 12-240.08 1996
 AE9600_MARK LOGO: NGS
 AE9600_PROJECTION: FLUSH
 AE9600_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9600+STABILITY: POSITION/ELEVATION WELL
 AE9600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9600+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9600_ROD/PIPE-DEPTH: 6.4 meters
 AE9600_SLEEVE-DEPTH  : 1.9 meters
 AE9600
 AE9600  HISTORY     - Date     Condition        Report By
 AE9600  HISTORY     - 1996     MONUMENTED       SDDT
 AE9600  HISTORY     - 19970313 GOOD             NGS
 AE9600
 AE9600                          STATION DESCRIPTION
 AE9600
 AE9600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9600'11.3 KM (7.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9600'STATE HIGHWAY 47 IN BOWDLE, 135.0 M (442.9 FT) NORTHEAST OF MILEPOST
 AE9600'240, 126.0 M (413.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 71.6 M (234.9
 AE9600'FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 8.2 M
 AE9600'(26.9 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) NORTH
 AE9600'OF A METAL GUARD POST, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.3
 AE9600'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE DATUM POINT IS A
 AE9600'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AE9600'A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM POINT IS
 AE9600'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9601 ***********************************************************************
 AE9601  DESIGNATION -  12 241.07
 AE9601  PID         -  AE9601
 AE9601  STATE/COUNTY-  SD/EDMUNDS
 AE9601  COUNTRY     -  US
 AE9601  USGS QUAD   -  ROSCOE NW (2017)
 AE9601
 AE9601                         *CURRENT SURVEY CONTROL
 AE9601  ______________________________________________________________________
 AE9601* NAD 83(1986) POSITION- 45 26 55.     (N) 099 29 01.     (W)   SCALED
 AE9601* NAVD 88 ORTHO HEIGHT -   577.257 (meters)     1893.88  (feet) ADJUSTED
 AE9601  ______________________________________________________________________
 AE9601  GEOID HEIGHT    -        -22.936 (meters)                     GEOID18
 AE9601  DYNAMIC HEIGHT  -        577.196 (meters)     1893.68  (feet) COMP
 AE9601  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 AE9601
 AE9601  VERT ORDER      -  FIRST     CLASS II
 AE9601
 AE9601.The horizontal coordinates were scaled from a map and have
 AE9601.an estimated accuracy of +/- 6 seconds.
 AE9601
 AE9601.The orthometric height was determined by differential leveling and
 AE9601.adjusted by the NATIONAL GEODETIC SURVEY
 AE9601.in July 1998.
 AE9601
 AE9601.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9601.GEOID18 height accuracy estimate available here.
 AE9601
 AE9601.Click photographs - Photos may exist for this station.
 AE9601
 AE9601.The dynamic height is computed by dividing the NAVD 88
 AE9601.geopotential number by the normal gravity value computed on the
 AE9601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9601.degrees latitude (g = 980.6199 gals.).
 AE9601
 AE9601.The modeled gravity was interpolated from observed gravity values.
 AE9601
 AE9601;                    North         East    Units  Estimated Accuracy
 AE9601;SPC SD N     -   179,630.      640,400.      MT  (+/- 180 meters Scaled)
 AE9601
 AE9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR621329(NAD 83)
 AE9601
 AE9601                          SUPERSEDED SURVEY CONTROL
 AE9601
 AE9601.No superseded survey control is available for this station.
 AE9601
 AE9601_MARKER: DD = SURVEY DISK
 AE9601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9601_STAMPING: 12-241.07 1996
 AE9601_MARK LOGO: SDDT
 AE9601_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9601+STABILITY: SURFACE MOTION
 AE9601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9601+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9601
 AE9601  HISTORY     - Date     Condition        Report By
 AE9601  HISTORY     - 1996     MONUMENTED       SDDT
 AE9601  HISTORY     - 19970313 GOOD             NGS
 AE9601
 AE9601                          STATION DESCRIPTION
 AE9601
 AE9601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9601'12.9 KM (8.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9601'STATE HIGHWAY 47 IN BOWDLE, 116.0 M (380.6 FT) EAST OF MILEPOST 241,
 AE9601'29.0 M (95.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.2 M (53.1 FT)
 AE9601'WEST OF THE CENTER OF 335 AVENUE, 7.5 M (24.6 FT) EAST OF UNDERGROUND
 AE9601'CABLE JUNCTION BOX NUMBER N1 W8 S1, 3.2 M (10.5 FT) NORTHEAST OF A 4
 AE9601'BY 4-INCH YELLOW POST, 1.2 M (3.9 FT) WEST OF AN UNDERGROUND CABLE
 AE9601'JUNCTION BOX, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT)
 AE9601'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9601'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9602 ***********************************************************************
 AE9602  DESIGNATION -  12 242.06
 AE9602  PID         -  AE9602
 AE9602  STATE/COUNTY-  SD/EDMUNDS
 AE9602  COUNTRY     -  US
 AE9602  USGS QUAD   -  ROSCOE NW (2017)
 AE9602
 AE9602                         *CURRENT SURVEY CONTROL
 AE9602  ______________________________________________________________________
 AE9602* NAD 83(1986) POSITION- 45 26 52.     (N) 099 27 43.     (W)   SCALED
 AE9602* NAVD 88 ORTHO HEIGHT -   569.255 (meters)     1867.63  (feet) ADJUSTED
 AE9602  ______________________________________________________________________
 AE9602  GEOID HEIGHT    -        -22.965 (meters)                     GEOID18
 AE9602  DYNAMIC HEIGHT  -        569.195 (meters)     1867.43  (feet) COMP
 AE9602  MODELED GRAVITY -    980,492.6   (mgal)                       NAVD 88
 AE9602
 AE9602  VERT ORDER      -  FIRST     CLASS II
 AE9602
 AE9602.The horizontal coordinates were scaled from a map and have
 AE9602.an estimated accuracy of +/- 6 seconds.
 AE9602
 AE9602.The orthometric height was determined by differential leveling and
 AE9602.adjusted by the NATIONAL GEODETIC SURVEY
 AE9602.in July 1998.
 AE9602
 AE9602.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9602.GEOID18 height accuracy estimate available here.
 AE9602
 AE9602.Click photographs - Photos may exist for this station.
 AE9602
 AE9602.The dynamic height is computed by dividing the NAVD 88
 AE9602.geopotential number by the normal gravity value computed on the
 AE9602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9602.degrees latitude (g = 980.6199 gals.).
 AE9602
 AE9602.The modeled gravity was interpolated from observed gravity values.
 AE9602
 AE9602;                    North         East    Units  Estimated Accuracy
 AE9602;SPC SD N     -   179,540.      642,090.      MT  (+/- 180 meters Scaled)
 AE9602
 AE9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR638327(NAD 83)
 AE9602
 AE9602                          SUPERSEDED SURVEY CONTROL
 AE9602
 AE9602.No superseded survey control is available for this station.
 AE9602
 AE9602_MARKER: DD = SURVEY DISK
 AE9602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9602_STAMPING: 12-242.06 1996
 AE9602_MARK LOGO: SDDT
 AE9602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9602+STABILITY: SURFACE MOTION
 AE9602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9602+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9602
 AE9602  HISTORY     - Date     Condition        Report By
 AE9602  HISTORY     - 1996     MONUMENTED       SDDT
 AE9602  HISTORY     - 19970313 GOOD             NGS
 AE9602
 AE9602                          STATION DESCRIPTION
 AE9602
 AE9602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9602'9.6 KM (5.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9602'STATE HIGHWAY 247 IN ROSCOE, 112.0 M (367.5 FT) EAST OF MILEPOST 242,
 AE9602'42.7 M (140.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.2 M (46.6 FT)
 AE9602'WEST OF THE CENTER OF 336 AVENUE, 5.2 M (17.1 FT) SOUTH OF THE CENTER
 AE9602'OF A FIELD ENTRANCE, 3.2 M (10.5 FT) WEST OF THE SOUTH END OF A
 AE9602'CULVERT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9602'EAST OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE
 AE9602'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9753 ***********************************************************************
 AE9753  DESIGNATION -  12 243.04
 AE9753  PID         -  AE9753
 AE9753  STATE/COUNTY-  SD/EDMUNDS
 AE9753  COUNTRY     -  US
 AE9753  USGS QUAD   -  ROSCOE NW (2017)
 AE9753
 AE9753                         *CURRENT SURVEY CONTROL
 AE9753  ______________________________________________________________________
 AE9753* NAD 83(1986) POSITION- 45 26 52.     (N) 099 26 30.     (W)   SCALED
 AE9753* NAVD 88 ORTHO HEIGHT -   564.059 (meters)     1850.58  (feet) ADJUSTED
 AE9753  ______________________________________________________________________
 AE9753  GEOID HEIGHT    -        -22.992 (meters)                     GEOID18
 AE9753  DYNAMIC HEIGHT  -        563.999 (meters)     1850.39  (feet) COMP
 AE9753  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 AE9753
 AE9753  VERT ORDER      -  FIRST     CLASS II
 AE9753
 AE9753.The horizontal coordinates were scaled from a map and have
 AE9753.an estimated accuracy of +/- 6 seconds.
 AE9753
 AE9753.The orthometric height was determined by differential leveling and
 AE9753.adjusted by the NATIONAL GEODETIC SURVEY
 AE9753.in July 1998.
 AE9753
 AE9753.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9753.GEOID18 height accuracy estimate available here.
 AE9753
 AE9753.Click photographs - Photos may exist for this station.
 AE9753
 AE9753.The dynamic height is computed by dividing the NAVD 88
 AE9753.geopotential number by the normal gravity value computed on the
 AE9753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9753.degrees latitude (g = 980.6199 gals.).
 AE9753
 AE9753.The modeled gravity was interpolated from observed gravity values.
 AE9753
 AE9753;                    North         East    Units  Estimated Accuracy
 AE9753;SPC SD N     -   179,560.      643,680.      MT  (+/- 180 meters Scaled)
 AE9753
 AE9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR654327(NAD 83)
 AE9753
 AE9753                          SUPERSEDED SURVEY CONTROL
 AE9753
 AE9753.No superseded survey control is available for this station.
 AE9753
 AE9753_MARKER: DD = SURVEY DISK
 AE9753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9753_STAMPING: 12-243.04 1996
 AE9753_MARK LOGO: SDDT
 AE9753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9753+STABILITY: SURFACE MOTION
 AE9753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9753+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9753
 AE9753  HISTORY     - Date     Condition        Report By
 AE9753  HISTORY     - 1996     MONUMENTED       SDDT
 AE9753  HISTORY     - 19970313 GOOD             NGS
 AE9753
 AE9753                          STATION DESCRIPTION
 AE9753
 AE9753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9753'8.0 KM (4.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9753'STATE HIGHWAY 247 IN ROSCOE, 69.2 M (227.0 FT) SOUTHEAST OF MILEPOST
 AE9753'243, 38.1 M (125.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 29.3 M (96.1
 AE9753'FT) EAST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A
 AE9753'SUB-STATION, 7.9 M (25.9 FT) SOUTH OF A FENCE CORNER, 5.8 M (19.0 FT)
 AE9753'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9753'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND
 AE9753'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7917 ***********************************************************************
 AC7917  FBN         -  This is a Federal Base Network Control Station.
 AC7917  DESIGNATION -  12 243.45
 AC7917  PID         -  AC7917
 AC7917  STATE/COUNTY-  SD/EDMUNDS
 AC7917  COUNTRY     -  US
 AC7917  USGS QUAD   -  ROSCOE NW (2017)
 AC7917
 AC7917                         *CURRENT SURVEY CONTROL
 AC7917  ______________________________________________________________________
 AC7917* NAD 83(2011) POSITION- 45 26 54.94831(N) 099 25 58.98765(W)   ADJUSTED
 AC7917* NAD 83(2011) ELLIP HT-   534.713 (meters)        (06/27/12)   ADJUSTED
 AC7917* NAD 83(2011) EPOCH   -  2010.00
 AC7917* NAVD 88 ORTHO HEIGHT -   557.717 (meters)     1829.78  (feet) ADJUSTED
 AC7917  ______________________________________________________________________
 AC7917  GEOID HEIGHT    -        -23.003 (meters)                     GEOID18
 AC7917  NAD 83(2011) X  -   -734,671.940 (meters)                     COMP
 AC7917  NAD 83(2011) Y  - -4,421,960.953 (meters)                     COMP
 AC7917  NAD 83(2011) Z  -  4,522,844.124 (meters)                     COMP
 AC7917  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 AC7917  DYNAMIC HEIGHT  -        557.659 (meters)     1829.59  (feet) COMP
 AC7917  MODELED GRAVITY -    980,493.8   (mgal)                       NAVD 88
 AC7917
 AC7917  VERT ORDER      -  FIRST     CLASS II
 AC7917
 AC7917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7917  Standards:
 AC7917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7917  -------------------------------------------------------------------
 AC7917  NETWORK    0.54   1.20           0.25   0.18   0.61     -0.01076569
 AC7917  -------------------------------------------------------------------
 AC7917  Click here for local accuracies and other accuracy information.
 AC7917
 AC7917.The horizontal coordinates were established by GPS observations
 AC7917.and adjusted by the National Geodetic Survey in June 2012.
 AC7917
 AC7917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7917.been affixed to the stable North American tectonic plate. See 
 AC7917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7917
 AC7917.The horizontal coordinates are valid at the epoch date displayed above
 AC7917.which is a decimal equivalence of Year/Month/Day.
 AC7917
 AC7917.The orthometric height was determined by differential leveling and
 AC7917.adjusted by the NATIONAL GEODETIC SURVEY
 AC7917.in July 1998.
 AC7917
 AC7917.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7917.GEOID18 height accuracy estimate available here.
 AC7917
 AC7917.Click photographs - Photos may exist for this station.
 AC7917
 AC7917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7917
 AC7917.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7917
 AC7917.The ellipsoidal height was determined by GPS observations
 AC7917.and is referenced to NAD 83.
 AC7917
 AC7917.The dynamic height is computed by dividing the NAVD 88
 AC7917.geopotential number by the normal gravity value computed on the
 AC7917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7917.degrees latitude (g = 980.6199 gals.).
 AC7917
 AC7917.The modeled gravity was interpolated from observed gravity values.
 AC7917
 AC7917. The following values were computed from the NAD 83(2011) position.
 AC7917
 AC7917;                    North         East     Units Scale Factor Converg.
 AC7917;SPC SD N     -   179,650.586   644,349.854   MT  0.99996314   +0 24 04.5
 AC7917;SPC SD N     -   589,403.63  2,114,004.48   sFT  0.99996314   +0 24 04.5
 AC7917;UTM  14      - 5,032,876.977   466,136.255   MT  0.99961410   -0 18 31.0
 AC7917
 AC7917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7917!SPC SD N     -   0.99991618  x   0.99996314  =   0.99987932
 AC7917!UTM  14      -   0.99991618  x   0.99961410  =   0.99953031
 AC7917
 AC7917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR6613632876(NAD 83)
 AC7917
 AC7917                          SUPERSEDED SURVEY CONTROL
 AC7917
 AC7917  NAD 83(2007)-  45 26 54.94828(N)    099 25 58.98855(W) AD(2002.00) 0
 AC7917  ELLIP H (02/10/07)  534.746  (m)                       GP(2002.00)    
 AC7917  ELLIP H (06/23/03)  534.750  (m)                       GP(       ) 3 1
 AC7917  NAD 83(1996)-  45 26 54.94775(N)    099 25 58.98808(W) AD(       ) B
 AC7917  ELLIP H (04/18/97)  534.788  (m)                       GP(       ) 4 1
 AC7917  NAVD 88             557.72   (m)         1829.8    (f) LEVELING    3  
 AC7917  NAVD 88 (04/18/97)  557.7    (m)  GEOID96  model used  GPS OBS        
 AC7917
 AC7917.Superseded values are not recommended for survey control.
 AC7917
 AC7917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7917.See file dsdata.pdf to determine how the superseded data were derived.
 AC7917
 AC7917_MARKER: Z = SEE DESCRIPTION
 AC7917_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7917_STAMPING: 12-243.45 1995
 AC7917_MARK LOGO: NGS
 AC7917_PROJECTION: FLUSH
 AC7917_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7917+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2016
 AC7917_ROD/PIPE-DEPTH: 6.40 meters
 AC7917_SLEEVE-DEPTH  : 1.80 meters
 AC7917
 AC7917  HISTORY     - Date     Condition        Report By
 AC7917  HISTORY     - 1995     MONUMENTED       SDDT
 AC7917  HISTORY     - 19960702 GOOD             NGS
 AC7917  HISTORY     - 19970314 GOOD             NGS
 AC7917  HISTORY     - 20020528 GOOD             SDDT
 AC7917  HISTORY     - 20160517 GOOD             DEWDAV
 AC7917
 AC7917                          STATION DESCRIPTION
 AC7917
 AC7917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7917'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) EAST OF BOWDLE AND 8.0
 AC7917'KM (4.95 MI) WEST OF ROSCOE, ON U.S. HIGHWAY 12.  OWNERSHIP--THE STATE
 AC7917'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7917'HIGHWAY 12 AND STATE HIGHWAY 247 NORTH IN ROSCOE, GO WEST ON U.S.
 AC7917'HIGHWAY 12 FOR 7.4 KM (4.60 MI) TO THE STATION ON THE RIGHT. THE
 AC7917'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7917'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7917'LOCATED 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.8 M (32.2
 AC7917'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 11.3 M (37.1 FT) NORTHEAST
 AC7917'OF THE EAST END OF A CULVERT, 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 AC7917'POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 AC7917'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7917
 AC7917                          STATION RECOVERY (1997)
 AC7917
 AC7917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7917'7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AC7917'STATE HIGHWAY 247 IN ROSCOE, 741.0 M (2431.1 FT) EAST OF MILEPOST 243,
 AC7917'28.2 M (92.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) EAST
 AC7917'OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AC7917'THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A METAL GUARD POST, AND 0.4 M
 AC7917'(1.3 FT) SOUTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 AC7917'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AC7917'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC7917'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AC7917'MONUMENT IS A SOUTH DAKOTA HARN STATION.
 AC7917
 AC7917                          STATION RECOVERY (2002)
 AC7917
 AC7917'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7917'RECOVERED AS DESCRIBED
 AC7917'
 AC7917
 AC7917                          STATION RECOVERY (2016)
 AC7917
 AC7917'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AC7917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9603 ***********************************************************************
 AE9603  DESIGNATION -  12 244.45
 AE9603  PID         -  AE9603
 AE9603  STATE/COUNTY-  SD/EDMUNDS
 AE9603  COUNTRY     -  US
 AE9603  USGS QUAD   -  ROSCOE NW (2017)
 AE9603
 AE9603                         *CURRENT SURVEY CONTROL
 AE9603  ______________________________________________________________________
 AE9603* NAD 83(1986) POSITION- 45 26 55.     (N) 099 24 47.     (W)   SCALED
 AE9603* NAVD 88 ORTHO HEIGHT -   555.905 (meters)     1823.83  (feet) ADJUSTED
 AE9603  ______________________________________________________________________
 AE9603  GEOID HEIGHT    -        -23.029 (meters)                     GEOID18
 AE9603  DYNAMIC HEIGHT  -        555.848 (meters)     1823.64  (feet) COMP
 AE9603  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 AE9603
 AE9603  VERT ORDER      -  FIRST     CLASS II
 AE9603
 AE9603.The horizontal coordinates were scaled from a map and have
 AE9603.an estimated accuracy of +/- 6 seconds.
 AE9603
 AE9603.The orthometric height was determined by differential leveling and
 AE9603.adjusted by the NATIONAL GEODETIC SURVEY
 AE9603.in July 1998.
 AE9603
 AE9603.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9603.GEOID18 height accuracy estimate available here.
 AE9603
 AE9603.Click photographs - Photos may exist for this station.
 AE9603
 AE9603.The dynamic height is computed by dividing the NAVD 88
 AE9603.geopotential number by the normal gravity value computed on the
 AE9603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9603.degrees latitude (g = 980.6199 gals.).
 AE9603
 AE9603.The modeled gravity was interpolated from observed gravity values.
 AE9603
 AE9603;                    North         East    Units  Estimated Accuracy
 AE9603;SPC SD N     -   179,660.      645,910.      MT  (+/- 180 meters Scaled)
 AE9603
 AE9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR676328(NAD 83)
 AE9603
 AE9603                          SUPERSEDED SURVEY CONTROL
 AE9603
 AE9603.No superseded survey control is available for this station.
 AE9603
 AE9603_MARKER: DD = SURVEY DISK
 AE9603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9603_STAMPING: 12-244.45 1996
 AE9603_MARK LOGO: SDDT
 AE9603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9603+STABILITY: SURFACE MOTION
 AE9603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9603+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9603
 AE9603  HISTORY     - Date     Condition        Report By
 AE9603  HISTORY     - 1996     MONUMENTED       SDDT
 AE9603  HISTORY     - 19970313 GOOD             NGS
 AE9603
 AE9603                          STATION DESCRIPTION
 AE9603
 AE9603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9603'5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9603'STATE HIGHWAY 247 IN ROSCOE, 726.0 M (2381.9 FT) EAST OF MILEPOST 244,
 AE9603'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) WEST
 AE9603'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AE9603'POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AE9603'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9604 ***********************************************************************
 AE9604  DESIGNATION -  12 245.78
 AE9604  PID         -  AE9604
 AE9604  STATE/COUNTY-  SD/EDMUNDS
 AE9604  COUNTRY     -  US
 AE9604  USGS QUAD   -  ROSCOE NW (2017)
 AE9604
 AE9604                         *CURRENT SURVEY CONTROL
 AE9604  ______________________________________________________________________
 AE9604* NAD 83(1986) POSITION- 45 26 52.     (N) 099 23 07.     (W)   SCALED
 AE9604* NAVD 88 ORTHO HEIGHT -   553.622 (meters)     1816.34  (feet) ADJUSTED
 AE9604  ______________________________________________________________________
 AE9604  GEOID HEIGHT    -        -23.064 (meters)                     GEOID18
 AE9604  DYNAMIC HEIGHT  -        553.565 (meters)     1816.15  (feet) COMP
 AE9604  MODELED GRAVITY -    980,495.8   (mgal)                       NAVD 88
 AE9604
 AE9604  VERT ORDER      -  FIRST     CLASS II
 AE9604
 AE9604.The horizontal coordinates were scaled from a map and have
 AE9604.an estimated accuracy of +/- 6 seconds.
 AE9604
 AE9604.The orthometric height was determined by differential leveling and
 AE9604.adjusted by the NATIONAL GEODETIC SURVEY
 AE9604.in July 1998.
 AE9604
 AE9604.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9604.GEOID18 height accuracy estimate available here.
 AE9604
 AE9604.Click photographs - Photos may exist for this station.
 AE9604
 AE9604.The dynamic height is computed by dividing the NAVD 88
 AE9604.geopotential number by the normal gravity value computed on the
 AE9604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9604.degrees latitude (g = 980.6199 gals.).
 AE9604
 AE9604.The modeled gravity was interpolated from observed gravity values.
 AE9604
 AE9604;                    North         East    Units  Estimated Accuracy
 AE9604;SPC SD N     -   179,590.      648,090.      MT  (+/- 180 meters Scaled)
 AE9604
 AE9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR698327(NAD 83)
 AE9604
 AE9604                          SUPERSEDED SURVEY CONTROL
 AE9604
 AE9604.No superseded survey control is available for this station.
 AE9604
 AE9604_MARKER: DD = SURVEY DISK
 AE9604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9604_STAMPING: 12-245.78 1996
 AE9604_MARK LOGO: SDDT
 AE9604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9604+STABILITY: SURFACE MOTION
 AE9604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9604+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9604
 AE9604  HISTORY     - Date     Condition        Report By
 AE9604  HISTORY     - 1996     MONUMENTED       SDDT
 AE9604  HISTORY     - 19970313 GOOD             NGS
 AE9604
 AE9604                          STATION DESCRIPTION
 AE9604
 AE9604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9604'3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9604'STATE HIGHWAY 247 IN ROSCOE, 363.0 M (1190.9 FT) WEST OF MILEPOST 246,
 AE9604'61.0 M (200.1 FT) WEST OF A UTILITY POLE, 32.6 M (107.0 FT) EAST OF A
 AE9604'UTILITY POLE, 29.0 M (95.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.4 M
 AE9604'(11.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW
 AE9604'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND
 AE9604'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9605 ***********************************************************************
 AE9605  DESIGNATION -  12 246.45
 AE9605  PID         -  AE9605
 AE9605  STATE/COUNTY-  SD/EDMUNDS
 AE9605  COUNTRY     -  US
 AE9605  USGS QUAD   -  ROSCOE (2017)
 AE9605
 AE9605                         *CURRENT SURVEY CONTROL
 AE9605  ______________________________________________________________________
 AE9605* NAD 83(1986) POSITION- 45 26 56.     (N) 099 22 19.     (W)   SCALED
 AE9605* NAVD 88 ORTHO HEIGHT -   555.932 (meters)     1823.92  (feet) ADJUSTED
 AE9605  ______________________________________________________________________
 AE9605  GEOID HEIGHT    -        -23.080 (meters)                     GEOID18
 AE9605  DYNAMIC HEIGHT  -        555.876 (meters)     1823.74  (feet) COMP
 AE9605  MODELED GRAVITY -    980,496.4   (mgal)                       NAVD 88
 AE9605
 AE9605  VERT ORDER      -  FIRST     CLASS II
 AE9605
 AE9605.The horizontal coordinates were scaled from a map and have
 AE9605.an estimated accuracy of +/- 6 seconds.
 AE9605
 AE9605.The orthometric height was determined by differential leveling and
 AE9605.adjusted by the NATIONAL GEODETIC SURVEY
 AE9605.in July 1998.
 AE9605
 AE9605.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9605.GEOID18 height accuracy estimate available here.
 AE9605
 AE9605.Click photographs - Photos may exist for this station.
 AE9605
 AE9605.The dynamic height is computed by dividing the NAVD 88
 AE9605.geopotential number by the normal gravity value computed on the
 AE9605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9605.degrees latitude (g = 980.6199 gals.).
 AE9605
 AE9605.The modeled gravity was interpolated from observed gravity values.
 AE9605
 AE9605;                    North         East    Units  Estimated Accuracy
 AE9605;SPC SD N     -   179,720.      649,130.      MT  (+/- 180 meters Scaled)
 AE9605
 AE9605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR709328(NAD 83)
 AE9605
 AE9605                          SUPERSEDED SURVEY CONTROL
 AE9605
 AE9605.No superseded survey control is available for this station.
 AE9605
 AE9605_MARKER: DD = SURVEY DISK
 AE9605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9605_STAMPING: 12-246.45 1996
 AE9605_MARK LOGO: SDDT
 AE9605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9605+STABILITY: SURFACE MOTION
 AE9605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9605+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9605
 AE9605  HISTORY     - Date     Condition        Report By
 AE9605  HISTORY     - 1996     MONUMENTED       SDDT
 AE9605  HISTORY     - 19970313 GOOD             NGS
 AE9605
 AE9605                          STATION DESCRIPTION
 AE9605
 AE9605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9605'2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9605'STATE HIGHWAY 247 IN ROSCOE, 722.0 M (2368.8 FT) EAST OF MILEPOST 246,
 AE9605'29.0 M (95.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 25.9 M (85.0 FT)
 AE9605'WEST OF THE CENTER OF A DRIVEWAY, 4.3 M (14.1 FT) WEST OF AN
 AE9605'UNDERGROUND CABLE JUNCTION BOX, 1.5 M (4.9 FT) WEST OF AN UNDERGROUND
 AE9605'CABLE JUNCTION BOX, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6
 AE9605'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9605'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9606 ***********************************************************************
 AE9606  DESIGNATION -  12 247.39
 AE9606  PID         -  AE9606
 AE9606  STATE/COUNTY-  SD/EDMUNDS
 AE9606  COUNTRY     -  US
 AE9606  USGS QUAD   -  ROSCOE (2017)
 AE9606
 AE9606                         *CURRENT SURVEY CONTROL
 AE9606  ______________________________________________________________________
 AE9606* NAD 83(1986) POSITION- 45 26 51.     (N) 099 21 09.     (W)   SCALED
 AE9606* NAVD 88 ORTHO HEIGHT -   556.594 (meters)     1826.09  (feet) ADJUSTED
 AE9606  ______________________________________________________________________
 AE9606  GEOID HEIGHT    -        -23.104 (meters)                     GEOID18
 AE9606  DYNAMIC HEIGHT  -        556.537 (meters)     1825.91  (feet) COMP
 AE9606  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 AE9606
 AE9606  VERT ORDER      -  FIRST     CLASS II
 AE9606
 AE9606.The horizontal coordinates were scaled from a map and have
 AE9606.an estimated accuracy of +/- 6 seconds.
 AE9606
 AE9606.The orthometric height was determined by differential leveling and
 AE9606.adjusted by the NATIONAL GEODETIC SURVEY
 AE9606.in July 1998.
 AE9606
 AE9606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9606.GEOID18 height accuracy estimate available here.
 AE9606
 AE9606.Click photographs - Photos may exist for this station.
 AE9606
 AE9606.The dynamic height is computed by dividing the NAVD 88
 AE9606.geopotential number by the normal gravity value computed on the
 AE9606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9606.degrees latitude (g = 980.6199 gals.).
 AE9606
 AE9606.The modeled gravity was interpolated from observed gravity values.
 AE9606
 AE9606;                    North         East    Units  Estimated Accuracy
 AE9606;SPC SD N     -   179,580.      650,650.      MT  (+/- 180 meters Scaled)
 AE9606
 AE9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR724327(NAD 83)
 AE9606
 AE9606                          SUPERSEDED SURVEY CONTROL
 AE9606
 AE9606.No superseded survey control is available for this station.
 AE9606
 AE9606_MARKER: DD = SURVEY DISK
 AE9606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9606_STAMPING: 12-247.39 1996
 AE9606_MARK LOGO: SDDT
 AE9606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9606+STABILITY: SURFACE MOTION
 AE9606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9606+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9606
 AE9606  HISTORY     - Date     Condition        Report By
 AE9606  HISTORY     - 1996     MONUMENTED       SDDT
 AE9606  HISTORY     - 19970313 GOOD             NGS
 AE9606
 AE9606                          STATION DESCRIPTION
 AE9606
 AE9606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9606'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9606'STATE HIGHWAY 247 IN ROSCOE, 616.0 M (2021.0 FT) EAST OF MILEPOST 247,
 AE9606'22.5 M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.2 M (56.4 FT)
 AE9606'WEST OF AN UNDERGROUND CABLE JUNCTION BOX, 8.2 M (26.9 FT) WEST OF THE
 AE9606'CENTER OF A GATE, 6.4 M (21.0 FT) NORTHEAST OF THE WEST END OF A
 AE9606'CULVERT, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE9606'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AE9606'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9607 ***********************************************************************
 AE9607  DESIGNATION -  12 248.69
 AE9607  PID         -  AE9607
 AE9607  STATE/COUNTY-  SD/EDMUNDS
 AE9607  COUNTRY     -  US
 AE9607  USGS QUAD   -  ROSCOE (2017)
 AE9607
 AE9607                         *CURRENT SURVEY CONTROL
 AE9607  ______________________________________________________________________
 AE9607* NAD 83(1986) POSITION- 45 27 03.     (N) 099 19 35.     (W)   SCALED
 AE9607* NAVD 88 ORTHO HEIGHT -   554.184 (meters)     1818.19  (feet) ADJUSTED
 AE9607  ______________________________________________________________________
 AE9607  GEOID HEIGHT    -        -23.136 (meters)                     GEOID18
 AE9607  DYNAMIC HEIGHT  -        554.128 (meters)     1818.00  (feet) COMP
 AE9607  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 AE9607
 AE9607  VERT ORDER      -  FIRST     CLASS II
 AE9607
 AE9607.The horizontal coordinates were scaled from a map and have
 AE9607.an estimated accuracy of +/- 6 seconds.
 AE9607
 AE9607.The orthometric height was determined by differential leveling and
 AE9607.adjusted by the NATIONAL GEODETIC SURVEY
 AE9607.in July 1998.
 AE9607
 AE9607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9607.GEOID18 height accuracy estimate available here.
 AE9607
 AE9607.Click photographs - Photos may exist for this station.
 AE9607
 AE9607.The dynamic height is computed by dividing the NAVD 88
 AE9607.geopotential number by the normal gravity value computed on the
 AE9607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9607.degrees latitude (g = 980.6199 gals.).
 AE9607
 AE9607.The modeled gravity was interpolated from observed gravity values.
 AE9607
 AE9607;                    North         East    Units  Estimated Accuracy
 AE9607;SPC SD N     -   179,960.      652,690.      MT  (+/- 180 meters Scaled)
 AE9607
 AE9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR744330(NAD 83)
 AE9607
 AE9607                          SUPERSEDED SURVEY CONTROL
 AE9607
 AE9607.No superseded survey control is available for this station.
 AE9607
 AE9607_MARKER: Z = SEE DESCRIPTION
 AE9607_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9607_STAMPING: 12-248.69 1996
 AE9607_MARK LOGO: NGS
 AE9607_PROJECTION: FLUSH
 AE9607_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9607+STABILITY: POSITION/ELEVATION WELL
 AE9607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9607+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9607_ROD/PIPE-DEPTH: 6.4 meters
 AE9607_SLEEVE-DEPTH  : 1.8 meters
 AE9607
 AE9607  HISTORY     - Date     Condition        Report By
 AE9607  HISTORY     - 1996     MONUMENTED       SDDT
 AE9607  HISTORY     - 19970313 GOOD             NGS
 AE9607
 AE9607                          STATION DESCRIPTION
 AE9607
 AE9607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9607'1.0 KM (0.60 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9607'STATE HIGHWAY 247 IN ROSCOE, 504.0 M (1653.5 FT) WEST OF MILEPOST 249,
 AE9607'29.7 M (97.4 FT) WEST OF THE WEST END OF A SIGN (WELCOME TO ROSCOE),
 AE9607'28.2 M (92.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT)
 AE9607'WEST OF THE CENTER OF A DIRT ROAD, 6.5 M (21.3 FT) EAST OF AN
 AE9607'UNDERGROUND CABLE WARNING SIGN, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9607'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT)
 AE9607'NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE9607'STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1
 AE9607'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE9607'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9608 ***********************************************************************
 AE9608  DESIGNATION -  12 249.57
 AE9608  PID         -  AE9608
 AE9608  STATE/COUNTY-  SD/EDMUNDS
 AE9608  COUNTRY     -  US
 AE9608  USGS QUAD   -  ROSCOE (2017)
 AE9608
 AE9608                         *CURRENT SURVEY CONTROL
 AE9608  ______________________________________________________________________
 AE9608* NAD 83(1986) POSITION- 45 26 56.     (N) 099 18 29.     (W)   SCALED
 AE9608* NAVD 88 ORTHO HEIGHT -   544.112 (meters)     1785.14  (feet) ADJUSTED
 AE9608  ______________________________________________________________________
 AE9608  GEOID HEIGHT    -        -23.161 (meters)                     GEOID18
 AE9608  DYNAMIC HEIGHT  -        544.057 (meters)     1784.96  (feet) COMP
 AE9608  MODELED GRAVITY -    980,498.9   (mgal)                       NAVD 88
 AE9608
 AE9608  VERT ORDER      -  FIRST     CLASS II
 AE9608
 AE9608.The horizontal coordinates were scaled from a map and have
 AE9608.an estimated accuracy of +/- 6 seconds.
 AE9608
 AE9608.The orthometric height was determined by differential leveling and
 AE9608.adjusted by the NATIONAL GEODETIC SURVEY
 AE9608.in July 1998.
 AE9608
 AE9608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9608.GEOID18 height accuracy estimate available here.
 AE9608
 AE9608.Click photographs - Photos may exist for this station.
 AE9608
 AE9608.The dynamic height is computed by dividing the NAVD 88
 AE9608.geopotential number by the normal gravity value computed on the
 AE9608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9608.degrees latitude (g = 980.6199 gals.).
 AE9608
 AE9608.The modeled gravity was interpolated from observed gravity values.
 AE9608
 AE9608;                    North         East    Units  Estimated Accuracy
 AE9608;SPC SD N     -   179,760.      654,130.      MT  (+/- 180 meters Scaled)
 AE9608
 AE9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR759328(NAD 83)
 AE9608
 AE9608                          SUPERSEDED SURVEY CONTROL
 AE9608
 AE9608.No superseded survey control is available for this station.
 AE9608
 AE9608_MARKER: DD = SURVEY DISK
 AE9608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9608_STAMPING: 12-249.57 1996
 AE9608_MARK LOGO: SDDT
 AE9608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9608+STABILITY: SURFACE MOTION
 AE9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9608+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9608
 AE9608  HISTORY     - Date     Condition        Report By
 AE9608  HISTORY     - 1996     MONUMENTED       SDDT
 AE9608  HISTORY     - 19970313 GOOD             NGS
 AE9608
 AE9608                          STATION DESCRIPTION
 AE9608
 AE9608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9608'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9608'STATE HIGHWAY 247 IN ROSCOE, 681.0 M (2234.2 FT) WEST OF MILEPOST 250,
 AE9608'28.2 M (92.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.9 M (29.2 FT)
 AE9608'NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 4.3 M
 AE9608'(14.1 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) NORTH OF A
 AE9608'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AE9608'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9609 ***********************************************************************
 AE9609  DESIGNATION -  12 250.54
 AE9609  PID         -  AE9609
 AE9609  STATE/COUNTY-  SD/EDMUNDS
 AE9609  COUNTRY     -  US
 AE9609  USGS QUAD   -  ROSCOE (2017)
 AE9609
 AE9609                         *CURRENT SURVEY CONTROL
 AE9609  ______________________________________________________________________
 AE9609* NAD 83(1986) POSITION- 45 26 57.     (N) 099 17 16.     (W)   SCALED
 AE9609* NAVD 88 ORTHO HEIGHT -   540.643 (meters)     1773.76  (feet) ADJUSTED
 AE9609  ______________________________________________________________________
 AE9609  GEOID HEIGHT    -        -23.188 (meters)                     GEOID18
 AE9609  DYNAMIC HEIGHT  -        540.590 (meters)     1773.59  (feet) COMP
 AE9609  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 AE9609
 AE9609  VERT ORDER      -  FIRST     CLASS II
 AE9609
 AE9609.The horizontal coordinates were scaled from a map and have
 AE9609.an estimated accuracy of +/- 6 seconds.
 AE9609
 AE9609.The orthometric height was determined by differential leveling and
 AE9609.adjusted by the NATIONAL GEODETIC SURVEY
 AE9609.in July 1998.
 AE9609
 AE9609.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9609.GEOID18 height accuracy estimate available here.
 AE9609
 AE9609.Click photographs - Photos may exist for this station.
 AE9609
 AE9609.The dynamic height is computed by dividing the NAVD 88
 AE9609.geopotential number by the normal gravity value computed on the
 AE9609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9609.degrees latitude (g = 980.6199 gals.).
 AE9609
 AE9609.The modeled gravity was interpolated from observed gravity values.
 AE9609
 AE9609;                    North         East    Units  Estimated Accuracy
 AE9609;SPC SD N     -   179,800.      655,710.      MT  (+/- 180 meters Scaled)
 AE9609
 AE9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR774328(NAD 83)
 AE9609
 AE9609                          SUPERSEDED SURVEY CONTROL
 AE9609
 AE9609.No superseded survey control is available for this station.
 AE9609
 AE9609_MARKER: DD = SURVEY DISK
 AE9609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9609_STAMPING: 12-250.54 1996
 AE9609_MARK LOGO: SDDT
 AE9609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9609+STABILITY: SURFACE MOTION
 AE9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9609+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9609
 AE9609  HISTORY     - Date     Condition        Report By
 AE9609  HISTORY     - 1996     MONUMENTED       SDDT
 AE9609  HISTORY     - 19970313 GOOD             NGS
 AE9609
 AE9609                          STATION DESCRIPTION
 AE9609
 AE9609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9609'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9609'STATE HIGHWAY 247 IN ROSCOE, 749.0 M (2457.3 FT) WEST OF MILEPOST 251,
 AE9609'32.2 M (105.6 FT) WEST OF THE SOUTHWEST CORNER OF A HOUSE, 22.1 M
 AE9609'(72.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) WEST OF A
 AE9609'FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE9609'(2.0 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND
 AE9609'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9610 ***********************************************************************
 AE9610  DESIGNATION -  12 251.55
 AE9610  PID         -  AE9610
 AE9610  STATE/COUNTY-  SD/EDMUNDS
 AE9610  COUNTRY     -  US
 AE9610  USGS QUAD   -  ROSCOE (2017)
 AE9610
 AE9610                         *CURRENT SURVEY CONTROL
 AE9610  ______________________________________________________________________
 AE9610* NAD 83(1986) POSITION- 45 26 55.     (N) 099 16 02.     (W)   SCALED
 AE9610* NAVD 88 ORTHO HEIGHT -   547.717 (meters)     1796.97  (feet) ADJUSTED
 AE9610  ______________________________________________________________________
 AE9610  GEOID HEIGHT    -        -23.215 (meters)                     GEOID18
 AE9610  DYNAMIC HEIGHT  -        547.663 (meters)     1796.79  (feet) COMP
 AE9610  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 AE9610
 AE9610  VERT ORDER      -  FIRST     CLASS II
 AE9610
 AE9610.The horizontal coordinates were scaled from a map and have
 AE9610.an estimated accuracy of +/- 6 seconds.
 AE9610
 AE9610.The orthometric height was determined by differential leveling and
 AE9610.adjusted by the NATIONAL GEODETIC SURVEY
 AE9610.in July 1998.
 AE9610
 AE9610.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9610.GEOID18 height accuracy estimate available here.
 AE9610
 AE9610.Click photographs - Photos may exist for this station.
 AE9610
 AE9610.The dynamic height is computed by dividing the NAVD 88
 AE9610.geopotential number by the normal gravity value computed on the
 AE9610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9610.degrees latitude (g = 980.6199 gals.).
 AE9610
 AE9610.The modeled gravity was interpolated from observed gravity values.
 AE9610
 AE9610;                    North         East    Units  Estimated Accuracy
 AE9610;SPC SD N     -   179,760.      657,320.      MT  (+/- 180 meters Scaled)
 AE9610
 AE9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR791328(NAD 83)
 AE9610
 AE9610                          SUPERSEDED SURVEY CONTROL
 AE9610
 AE9610.No superseded survey control is available for this station.
 AE9610
 AE9610_MARKER: DD = SURVEY DISK
 AE9610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9610_STAMPING: 12-251.55 1996
 AE9610_MARK LOGO: SDDT
 AE9610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9610+STABILITY: SURFACE MOTION
 AE9610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9610+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9610
 AE9610  HISTORY     - Date     Condition        Report By
 AE9610  HISTORY     - 1996     MONUMENTED       SDDT
 AE9610  HISTORY     - 19970313 GOOD             NGS
 AE9610
 AE9610                          STATION DESCRIPTION
 AE9610
 AE9610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9610'5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9610'STATE HIGHWAY 247 IN ROSCOE, 730.0 M (2395.0 FT) WEST OF MILEPOST 252,
 AE9610'22.5 M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW
 AE9610'THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) EAST OF A FENCE CORNER, 1.1 M
 AE9610'(3.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 AE9610'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9611 ***********************************************************************
 AE9611  DESIGNATION -  12 252.70
 AE9611  PID         -  AE9611
 AE9611  STATE/COUNTY-  SD/EDMUNDS
 AE9611  COUNTRY     -  US
 AE9611  USGS QUAD   -  BEEBE (2017)
 AE9611
 AE9611                         *CURRENT SURVEY CONTROL
 AE9611  ______________________________________________________________________
 AE9611* NAD 83(1986) POSITION- 45 26 55.     (N) 099 14 37.     (W)   SCALED
 AE9611* NAVD 88 ORTHO HEIGHT -   541.521 (meters)     1776.64  (feet) ADJUSTED
 AE9611  ______________________________________________________________________
 AE9611  GEOID HEIGHT    -        -23.249 (meters)                     GEOID18
 AE9611  DYNAMIC HEIGHT  -        541.468 (meters)     1776.47  (feet) COMP
 AE9611  MODELED GRAVITY -    980,501.5   (mgal)                       NAVD 88
 AE9611
 AE9611  VERT ORDER      -  FIRST     CLASS II
 AE9611
 AE9611.The horizontal coordinates were scaled from a map and have
 AE9611.an estimated accuracy of +/- 6 seconds.
 AE9611
 AE9611.The orthometric height was determined by differential leveling and
 AE9611.adjusted by the NATIONAL GEODETIC SURVEY
 AE9611.in July 1998.
 AE9611
 AE9611.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9611.GEOID18 height accuracy estimate available here.
 AE9611
 AE9611.Click photographs - Photos may exist for this station.
 AE9611
 AE9611.The dynamic height is computed by dividing the NAVD 88
 AE9611.geopotential number by the normal gravity value computed on the
 AE9611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9611.degrees latitude (g = 980.6199 gals.).
 AE9611
 AE9611.The modeled gravity was interpolated from observed gravity values.
 AE9611
 AE9611;                    North         East    Units  Estimated Accuracy
 AE9611;SPC SD N     -   179,770.      659,170.      MT  (+/- 180 meters Scaled)
 AE9611
 AE9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR809328(NAD 83)
 AE9611
 AE9611                          SUPERSEDED SURVEY CONTROL
 AE9611
 AE9611.No superseded survey control is available for this station.
 AE9611
 AE9611_MARKER: DD = SURVEY DISK
 AE9611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9611_STAMPING: 12-252.70 1996
 AE9611_MARK LOGO: SDDT
 AE9611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9611+STABILITY: SURFACE MOTION
 AE9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9611+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9611
 AE9611  HISTORY     - Date     Condition        Report By
 AE9611  HISTORY     - 1996     MONUMENTED       SDDT
 AE9611  HISTORY     - 19970313 GOOD             NGS
 AE9611
 AE9611                          STATION DESCRIPTION
 AE9611
 AE9611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9611'7.5 KM (4.65 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9611'STATE HIGHWAY 247 IN ROSCOE, 494.0 M (1620.7 FT) WEST OF MILEPOST 253,
 AE9611'36.9 M (121.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 22.1 M (72.5 FT)
 AE9611'WEST OF A UTILITY POLE, 17.4 M (57.1 FT) EAST OF A UTILITY POLE, 15.3
 AE9611'M (50.2 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AE9611'RAILROAD, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW
 AE9611'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9611'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9613 ***********************************************************************
 AE9613  DESIGNATION -  12 255.04
 AE9613  PID         -  AE9613
 AE9613  STATE/COUNTY-  SD/EDMUNDS
 AE9613  COUNTRY     -  US
 AE9613  USGS QUAD   -  BEEBE (2017)
 AE9613
 AE9613                         *CURRENT SURVEY CONTROL
 AE9613  ______________________________________________________________________
 AE9613* NAD 83(1986) POSITION- 45 26 55.     (N) 099 11 42.     (W)   SCALED
 AE9613* NAVD 88 ORTHO HEIGHT -   531.136 (meters)     1742.57  (feet) ADJUSTED
 AE9613  ______________________________________________________________________
 AE9613  GEOID HEIGHT    -        -23.321 (meters)                     GEOID18
 AE9613  DYNAMIC HEIGHT  -        531.085 (meters)     1742.40  (feet) COMP
 AE9613  MODELED GRAVITY -    980,505.0   (mgal)                       NAVD 88
 AE9613
 AE9613  VERT ORDER      -  FIRST     CLASS II
 AE9613
 AE9613.The horizontal coordinates were scaled from a map and have
 AE9613.an estimated accuracy of +/- 6 seconds.
 AE9613
 AE9613.The orthometric height was determined by differential leveling and
 AE9613.adjusted by the NATIONAL GEODETIC SURVEY
 AE9613.in July 1998.
 AE9613
 AE9613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9613.GEOID18 height accuracy estimate available here.
 AE9613
 AE9613.Click photographs - Photos may exist for this station.
 AE9613
 AE9613.The dynamic height is computed by dividing the NAVD 88
 AE9613.geopotential number by the normal gravity value computed on the
 AE9613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9613.degrees latitude (g = 980.6199 gals.).
 AE9613
 AE9613.The modeled gravity was interpolated from observed gravity values.
 AE9613
 AE9613;                    North         East    Units  Estimated Accuracy
 AE9613;SPC SD N     -   179,810.      662,970.      MT  (+/- 180 meters Scaled)
 AE9613
 AE9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR847328(NAD 83)
 AE9613
 AE9613                          SUPERSEDED SURVEY CONTROL
 AE9613
 AE9613.No superseded survey control is available for this station.
 AE9613
 AE9613_MARKER: Z = SEE DESCRIPTION
 AE9613_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9613_STAMPING: 12-255.04 1996
 AE9613_MARK LOGO: NGS
 AE9613_PROJECTION: FLUSH
 AE9613_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9613+STABILITY: POSITION/ELEVATION WELL
 AE9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9613+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9613_ROD/PIPE-DEPTH: 6.4 meters
 AE9613_SLEEVE-DEPTH  : 1.8 meters
 AE9613
 AE9613  HISTORY     - Date     Condition        Report By
 AE9613  HISTORY     - 1996     MONUMENTED       SDDT
 AE9613  HISTORY     - 19970313 GOOD             NGS
 AE9613
 AE9613                          STATION DESCRIPTION
 AE9613
 AE9613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9613'11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9613'STATE HIGHWAY 247 IN ROSCOE, 59.3 M (194.6 FT) NORTHEAST OF MILEPOST
 AE9613'255, 23.5 M (77.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.5 M (64.0
 AE9613'FT) EAST OF THE CENTER OF 350TH AVENUE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9613'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0
 AE9613'FT) NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE9613'STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1
 AE9613'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE9613'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9614 ***********************************************************************
 AE9614  DESIGNATION -  12 256.02
 AE9614  PID         -  AE9614
 AE9614  STATE/COUNTY-  SD/EDMUNDS
 AE9614  COUNTRY     -  US
 AE9614  USGS QUAD   -  BEEBE (2017)
 AE9614
 AE9614                         *CURRENT SURVEY CONTROL
 AE9614  ______________________________________________________________________
 AE9614* NAD 83(1986) POSITION- 45 26 50.     (N) 099 10 26.     (W)   SCALED
 AE9614* NAVD 88 ORTHO HEIGHT -   521.754 (meters)     1711.79  (feet) ADJUSTED
 AE9614  ______________________________________________________________________
 AE9614  GEOID HEIGHT    -        -23.353 (meters)                     GEOID18
 AE9614  DYNAMIC HEIGHT  -        521.705 (meters)     1711.63  (feet) COMP
 AE9614  MODELED GRAVITY -    980,506.9   (mgal)                       NAVD 88
 AE9614
 AE9614  VERT ORDER      -  FIRST     CLASS II
 AE9614
 AE9614.The horizontal coordinates were scaled from a map and have
 AE9614.an estimated accuracy of +/- 6 seconds.
 AE9614
 AE9614.The orthometric height was determined by differential leveling and
 AE9614.adjusted by the NATIONAL GEODETIC SURVEY
 AE9614.in July 1998.
 AE9614
 AE9614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9614.GEOID18 height accuracy estimate available here.
 AE9614
 AE9614.Click photographs - Photos may exist for this station.
 AE9614
 AE9614.The dynamic height is computed by dividing the NAVD 88
 AE9614.geopotential number by the normal gravity value computed on the
 AE9614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9614.degrees latitude (g = 980.6199 gals.).
 AE9614
 AE9614.The modeled gravity was interpolated from observed gravity values.
 AE9614
 AE9614;                    North         East    Units  Estimated Accuracy
 AE9614;SPC SD N     -   179,670.      664,620.      MT  (+/- 180 meters Scaled)
 AE9614
 AE9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR864326(NAD 83)
 AE9614
 AE9614                          SUPERSEDED SURVEY CONTROL
 AE9614
 AE9614.No superseded survey control is available for this station.
 AE9614
 AE9614_MARKER: DD = SURVEY DISK
 AE9614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9614_STAMPING: 12-256.02 1996
 AE9614_MARK LOGO: SDDT
 AE9614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9614+STABILITY: SURFACE MOTION
 AE9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9614+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 AE9614
 AE9614  HISTORY     - Date     Condition        Report By
 AE9614  HISTORY     - 1996     MONUMENTED       SDDT
 AE9614  HISTORY     - 19970313 GOOD             NGS
 AE9614
 AE9614                          STATION DESCRIPTION
 AE9614
 AE9614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9614'11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9614'STATE HIGHWAY 45 IN IPSWICH, 57.6 M (189.0 FT) EAST OF MILEPOST 256,
 AE9614'28.7 M (94.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT)
 AE9614'EAST OF THE CENTER OF A GRAVELED ROAD, 5.5 M (18.0 FT) SOUTH OF A
 AE9614'UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 AE9614'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AE9614'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9615 ***********************************************************************
 AE9615  DESIGNATION -  12 257.02
 AE9615  PID         -  AE9615
 AE9615  STATE/COUNTY-  SD/EDMUNDS
 AE9615  COUNTRY     -  US
 AE9615  USGS QUAD   -  BEEBE (2017)
 AE9615
 AE9615                         *CURRENT SURVEY CONTROL
 AE9615  ______________________________________________________________________
 AE9615* NAD 83(1986) POSITION- 45 26 53.     (N) 099 09 16.     (W)   SCALED
 AE9615* NAVD 88 ORTHO HEIGHT -   509.870 (meters)     1672.80  (feet) ADJUSTED
 AE9615  ______________________________________________________________________
 AE9615  GEOID HEIGHT    -        -23.381 (meters)                     GEOID18
 AE9615  DYNAMIC HEIGHT  -        509.824 (meters)     1672.65  (feet) COMP
 AE9615  MODELED GRAVITY -    980,508.8   (mgal)                       NAVD 88
 AE9615
 AE9615  VERT ORDER      -  FIRST     CLASS II
 AE9615
 AE9615.The horizontal coordinates were scaled from a map and have
 AE9615.an estimated accuracy of +/- 6 seconds.
 AE9615
 AE9615.The orthometric height was determined by differential leveling and
 AE9615.adjusted by the NATIONAL GEODETIC SURVEY
 AE9615.in July 1998.
 AE9615
 AE9615.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9615.GEOID18 height accuracy estimate available here.
 AE9615
 AE9615.Click photographs - Photos may exist for this station.
 AE9615
 AE9615.The dynamic height is computed by dividing the NAVD 88
 AE9615.geopotential number by the normal gravity value computed on the
 AE9615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9615.degrees latitude (g = 980.6199 gals.).
 AE9615
 AE9615.The modeled gravity was interpolated from observed gravity values.
 AE9615
 AE9615;                    North         East    Units  Estimated Accuracy
 AE9615;SPC SD N     -   179,780.      666,140.      MT  (+/- 180 meters Scaled)
 AE9615
 AE9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR879327(NAD 83)
 AE9615
 AE9615                          SUPERSEDED SURVEY CONTROL
 AE9615
 AE9615.No superseded survey control is available for this station.
 AE9615
 AE9615_MARKER: DD = SURVEY DISK
 AE9615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9615_STAMPING: 12-257.02 1996
 AE9615_MARK LOGO: SDDT
 AE9615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9615+STABILITY: SURFACE MOTION
 AE9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9615+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9615
 AE9615  HISTORY     - Date     Condition        Report By
 AE9615  HISTORY     - 1996     MONUMENTED       SDDT
 AE9615  HISTORY     - 19970314 GOOD             NGS
 AE9615
 AE9615                          STATION DESCRIPTION
 AE9615
 AE9615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9615'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9615'STATE HIGHWAY 45 IN IPSWICH, 51.0 M (167.3 FT) SOUTHEAST OF MILEPOST
 AE9615'257, 30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5
 AE9615'FT) WEST OF THE CENTER OF A DIRT ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL
 AE9615'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE
 AE9615'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9616 ***********************************************************************
 AE9616  DESIGNATION -  12 258.12
 AE9616  PID         -  AE9616
 AE9616  STATE/COUNTY-  SD/EDMUNDS
 AE9616  COUNTRY     -  US
 AE9616  USGS QUAD   -  BEEBE (2017)
 AE9616
 AE9616                         *CURRENT SURVEY CONTROL
 AE9616  ______________________________________________________________________
 AE9616* NAD 83(1986) POSITION- 45 26 53.     (N) 099 07 56.     (W)   SCALED
 AE9616* NAVD 88 ORTHO HEIGHT -   505.990 (meters)     1660.07  (feet) ADJUSTED
 AE9616  ______________________________________________________________________
 AE9616  GEOID HEIGHT    -        -23.414 (meters)                     GEOID18
 AE9616  DYNAMIC HEIGHT  -        505.945 (meters)     1659.92  (feet) COMP
 AE9616  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 AE9616
 AE9616  VERT ORDER      -  FIRST     CLASS II
 AE9616
 AE9616.The horizontal coordinates were scaled from a map and have
 AE9616.an estimated accuracy of +/- 6 seconds.
 AE9616
 AE9616.The orthometric height was determined by differential leveling and
 AE9616.adjusted by the NATIONAL GEODETIC SURVEY
 AE9616.in July 1998.
 AE9616
 AE9616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9616.GEOID18 height accuracy estimate available here.
 AE9616
 AE9616.Click photographs - Photos may exist for this station.
 AE9616
 AE9616.The dynamic height is computed by dividing the NAVD 88
 AE9616.geopotential number by the normal gravity value computed on the
 AE9616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9616.degrees latitude (g = 980.6199 gals.).
 AE9616
 AE9616.The modeled gravity was interpolated from observed gravity values.
 AE9616
 AE9616;                    North         East    Units  Estimated Accuracy
 AE9616;SPC SD N     -   179,800.      667,880.      MT  (+/- 180 meters Scaled)
 AE9616
 AE9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR896327(NAD 83)
 AE9616
 AE9616                          SUPERSEDED SURVEY CONTROL
 AE9616
 AE9616.No superseded survey control is available for this station.
 AE9616
 AE9616_MARKER: DD = SURVEY DISK
 AE9616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9616_STAMPING: 12-258.12 1996
 AE9616_MARK LOGO: SDDT
 AE9616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9616+STABILITY: SURFACE MOTION
 AE9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9616+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 AE9616
 AE9616  HISTORY     - Date     Condition        Report By
 AE9616  HISTORY     - 1996     MONUMENTED       SDDT
 AE9616  HISTORY     - 19970314 GOOD             NGS
 AE9616  HISTORY     - 20020115 GOOD             DUCKS
 AE9616
 AE9616                          STATION DESCRIPTION
 AE9616
 AE9616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9616'8.0 KM (4.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9616'STATE HIGHWAY 45 IN IPSWICH, 187.0 M (613.5 FT) EAST OF MILEPOST 258,
 AE9616'134.1 M (440.0 FT) EAST OF THE CENTER OF 353 AVENUE, 21.9 M (71.9 FT)
 AE9616'SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) NORTH OF A FENCE, 0.8
 AE9616'M (2.6 FT) NORTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9616'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE9616
 AE9616                          STATION RECOVERY (2002)
 AE9616
 AE9616'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ)
 AE9616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7938 ***********************************************************************
 AC7938  CBN         -  This is a Cooperative Base Network Control Station.
 AC7938  DESIGNATION -  12 259.55
 AC7938  PID         -  AC7938
 AC7938  STATE/COUNTY-  SD/EDMUNDS
 AC7938  COUNTRY     -  US
 AC7938  USGS QUAD   -  IPSWICH (2017)
 AC7938
 AC7938                         *CURRENT SURVEY CONTROL
 AC7938  ______________________________________________________________________
 AC7938* NAD 83(2011) POSITION- 45 26 53.99579(N) 099 06 09.16319(W)   ADJUSTED
 AC7938* NAD 83(2011) ELLIP HT-   472.234 (meters)        (06/27/12)   ADJUSTED
 AC7938* NAD 83(2011) EPOCH   -  2010.00
 AC7938* NAVD 88 ORTHO HEIGHT -   495.688 (meters)     1626.27  (feet) ADJUSTED
 AC7938  ______________________________________________________________________
 AC7938  GEOID HEIGHT    -        -23.456 (meters)                     GEOID18
 AC7938  NAD 83(2011) X  -   -709,148.459 (meters)                     COMP
 AC7938  NAD 83(2011) Y  - -4,426,102.678 (meters)                     COMP
 AC7938  NAD 83(2011) Z  -  4,522,778.969 (meters)                     COMP
 AC7938  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 AC7938  DYNAMIC HEIGHT  -        495.644 (meters)     1626.13  (feet) COMP
 AC7938  MODELED GRAVITY -    980,512.9   (mgal)                       NAVD 88
 AC7938
 AC7938  VERT ORDER      -  FIRST     CLASS II
 AC7938
 AC7938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7938  Standards:
 AC7938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7938  -------------------------------------------------------------------
 AC7938  NETWORK    0.92   2.65           0.41   0.33   1.35     -0.04602697
 AC7938  -------------------------------------------------------------------
 AC7938  Click here for local accuracies and other accuracy information.
 AC7938
 AC7938.The horizontal coordinates were established by GPS observations
 AC7938.and adjusted by the National Geodetic Survey in June 2012.
 AC7938
 AC7938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7938.been affixed to the stable North American tectonic plate. See 
 AC7938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7938
 AC7938.The horizontal coordinates are valid at the epoch date displayed above
 AC7938.which is a decimal equivalence of Year/Month/Day.
 AC7938
 AC7938.The orthometric height was determined by differential leveling and
 AC7938.adjusted by the NATIONAL GEODETIC SURVEY
 AC7938.in July 1998.
 AC7938
 AC7938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7938.GEOID18 height accuracy estimate available here.
 AC7938
 AC7938.Click photographs - Photos may exist for this station.
 AC7938
 AC7938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7938
 AC7938.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7938
 AC7938.The ellipsoidal height was determined by GPS observations
 AC7938.and is referenced to NAD 83.
 AC7938
 AC7938.The dynamic height is computed by dividing the NAVD 88
 AC7938.geopotential number by the normal gravity value computed on the
 AC7938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7938.degrees latitude (g = 980.6199 gals.).
 AC7938
 AC7938.The modeled gravity was interpolated from observed gravity values.
 AC7938
 AC7938. The following values were computed from the NAD 83(2011) position.
 AC7938
 AC7938;                    North         East     Units Scale Factor Converg.
 AC7938;SPC SD N     -   179,855.016   670,203.417   MT  0.99996311   +0 38 06.6
 AC7938;SPC SD N     -   590,074.33  2,198,825.71   sFT  0.99996311   +0 38 06.6
 AC7938;UTM  14      - 5,032,761.498   491,981.137   MT  0.99960079   -0 04 23.1
 AC7938
 AC7938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7938!SPC SD N     -   0.99992597  x   0.99996311  =   0.99988908
 AC7938!UTM  14      -   0.99992597  x   0.99960079  =   0.99952679
 AC7938
 AC7938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9198132761(NAD 83)
 AC7938
 AC7938                          SUPERSEDED SURVEY CONTROL
 AC7938
 AC7938  NAD 83(2007)-  45 26 53.99578(N)    099 06 09.16401(W) AD(2002.00) 0
 AC7938  ELLIP H (02/10/07)  472.264  (m)                       GP(2002.00)    
 AC7938  ELLIP H (04/15/04)  472.276  (m)                       GP(       ) 2 1
 AC7938  NAD 83(1996)-  45 26 53.99523(N)    099 06 09.16349(W) AD(       ) B
 AC7938  ELLIP H (04/18/97)  472.308  (m)                       GP(       ) 4 1
 AC7938  NAVD 88 (04/18/97)  495.7    (m)  GEOID96  model used  GPS OBS        
 AC7938
 AC7938.Superseded values are not recommended for survey control.
 AC7938
 AC7938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7938.See file dsdata.pdf to determine how the superseded data were derived.
 AC7938
 AC7938_MARKER: Z = SEE DESCRIPTION
 AC7938_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7938_STAMPING: 12-259.55 1995
 AC7938_MARK LOGO: NGS
 AC7938_PROJECTION: FLUSH
 AC7938_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7938+STABILITY: POSITION/ELEVATION WELL
 AC7938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7938+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 AC7938_ROD/PIPE-DEPTH: 6.4 meters
 AC7938_SLEEVE-DEPTH  : 1.8 meters
 AC7938
 AC7938  HISTORY     - Date     Condition        Report By
 AC7938  HISTORY     - 1995     MONUMENTED       SDDT
 AC7938  HISTORY     - 19960702 GOOD             NGS
 AC7938  HISTORY     - 19970314 GOOD             NGS
 AC7938  HISTORY     - 20020115 GOOD             DUCKS
 AC7938
 AC7938                          STATION DESCRIPTION
 AC7938
 AC7938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7938'THE STATION IS LOCATED 11.0 MI (17.7 KM) EAST OF ROSCOE AND 4.0 MI
 AC7938'(6.4 KM) WEST OF IPSWICH, ON U.S. HIGHWAY 12.  OWNERSHIP--THE STATE OF
 AC7938'SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AC7938'12 AND STATE HIGHWAY 45 IN IPSWICH, GO WEST ON U.S. HIGHWAY 12 FOR 3.7
 AC7938'MI (6.0 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC7938'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7938'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.7 M (74.5
 AC7938'FT) NORTH OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) WEST OF THE
 AC7938'CENTER OF A FIELD ENTRANCE, 5.0 M (16.4 FT) EAST OF THE CENTER OF A
 AC7938'FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AC7938'(2.0 FT) SOUTH OF A FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AC7938'POST, AND 0.09 M (0.30 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO
 AC7938'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7938'CAP.
 AC7938
 AC7938                          STATION RECOVERY (1997)
 AC7938
 AC7938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7938'5.7 KM (3.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AC7938'STATE HIGHWAY 45 IN IPSWICH, 745.7 M (2446.5 FT) WEST OF MILEPOST 260,
 AC7938'23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) WEST
 AC7938'OF THE CENTER OF A FIELD ENTRANCE, 5.2 M (17.1 FT) EAST OF THE CENTER
 AC7938'OF A FIELD ENTRANCE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC7938'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND T-FENCE CORNER.
 AC7938'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL
 AC7938'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7938'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7938'THROUGH A 4-INCH PVC CAP.  THE MONUMENT IS A SOUTH DAKOTA HARN
 AC7938'STATION.
 AC7938
 AC7938                          STATION RECOVERY (2002)
 AC7938
 AC7938'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ)
 AC7938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9617 ***********************************************************************
 AE9617  DESIGNATION -  12 260.53
 AE9617  PID         -  AE9617
 AE9617  STATE/COUNTY-  SD/EDMUNDS
 AE9617  COUNTRY     -  US
 AE9617  USGS QUAD   -  IPSWICH (2017)
 AE9617
 AE9617                         *CURRENT SURVEY CONTROL
 AE9617  ______________________________________________________________________
 AE9617* NAD 83(1986) POSITION- 45 26 51.     (N) 099 04 58.     (W)   SCALED
 AE9617* NAVD 88 ORTHO HEIGHT -   487.243 (meters)     1598.56  (feet) ADJUSTED
 AE9617  ______________________________________________________________________
 AE9617  GEOID HEIGHT    -        -23.484 (meters)                     GEOID18
 AE9617  DYNAMIC HEIGHT  -        487.201 (meters)     1598.43  (feet) COMP
 AE9617  MODELED GRAVITY -    980,514.3   (mgal)                       NAVD 88
 AE9617
 AE9617  VERT ORDER      -  FIRST     CLASS II
 AE9617
 AE9617.The horizontal coordinates were scaled from a map and have
 AE9617.an estimated accuracy of +/- 6 seconds.
 AE9617
 AE9617.The orthometric height was determined by differential leveling and
 AE9617.adjusted by the NATIONAL GEODETIC SURVEY
 AE9617.in July 1998.
 AE9617
 AE9617.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9617.GEOID18 height accuracy estimate available here.
 AE9617
 AE9617.Click photographs - Photos may exist for this station.
 AE9617
 AE9617.The dynamic height is computed by dividing the NAVD 88
 AE9617.geopotential number by the normal gravity value computed on the
 AE9617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9617.degrees latitude (g = 980.6199 gals.).
 AE9617
 AE9617.The modeled gravity was interpolated from observed gravity values.
 AE9617
 AE9617;                    North         East    Units  Estimated Accuracy
 AE9617;SPC SD N     -   179,780.      671,750.      MT  (+/- 180 meters Scaled)
 AE9617
 AE9617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR935326(NAD 83)
 AE9617
 AE9617                          SUPERSEDED SURVEY CONTROL
 AE9617
 AE9617.No superseded survey control is available for this station.
 AE9617
 AE9617_MARKER: DD = SURVEY DISK
 AE9617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9617_STAMPING: 12-260.53 1996
 AE9617_MARK LOGO: SDDT
 AE9617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9617+STABILITY: SURFACE MOTION
 AE9617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9617+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9617
 AE9617  HISTORY     - Date     Condition        Report By
 AE9617  HISTORY     - 1996     MONUMENTED       SDDT
 AE9617  HISTORY     - 19970314 GOOD             NGS
 AE9617
 AE9617                          STATION DESCRIPTION
 AE9617
 AE9617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9617'4.2 KM (2.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9617'STATE HIGHWAY 45 IN IPSWICH, 785.0 M (2575.5 FT) WEST OF MILEPOST 261,
 AE9617'22.9 M (75.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 21.3 M (69.9 FT)
 AE9617'NORTH OF THE NORTHWEST CORNER OF A MOBILE HOME, 4.4 M (14.4 FT) EAST
 AE9617'OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9617'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND A FENCE CORNER,
 AE9617'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9618 ***********************************************************************
 AE9618  DESIGNATION -  12 261.50
 AE9618  PID         -  AE9618
 AE9618  STATE/COUNTY-  SD/EDMUNDS
 AE9618  COUNTRY     -  US
 AE9618  USGS QUAD   -  IPSWICH (2017)
 AE9618
 AE9618                         *CURRENT SURVEY CONTROL
 AE9618  ______________________________________________________________________
 AE9618* NAD 83(1986) POSITION- 45 26 54.     (N) 099 03 42.     (W)   SCALED
 AE9618* NAVD 88 ORTHO HEIGHT -   478.628 (meters)     1570.30  (feet) ADJUSTED
 AE9618  ______________________________________________________________________
 AE9618  GEOID HEIGHT    -        -23.515 (meters)                     GEOID18
 AE9618  DYNAMIC HEIGHT  -        478.587 (meters)     1570.16  (feet) COMP
 AE9618  MODELED GRAVITY -    980,515.8   (mgal)                       NAVD 88
 AE9618
 AE9618  VERT ORDER      -  FIRST     CLASS II
 AE9618
 AE9618.The horizontal coordinates were scaled from a map and have
 AE9618.an estimated accuracy of +/- 6 seconds.
 AE9618
 AE9618.The orthometric height was determined by differential leveling and
 AE9618.adjusted by the NATIONAL GEODETIC SURVEY
 AE9618.in July 1998.
 AE9618
 AE9618.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9618.GEOID18 height accuracy estimate available here.
 AE9618
 AE9618.Click photographs - Photos may exist for this station.
 AE9618
 AE9618.The dynamic height is computed by dividing the NAVD 88
 AE9618.geopotential number by the normal gravity value computed on the
 AE9618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9618.degrees latitude (g = 980.6199 gals.).
 AE9618
 AE9618.The modeled gravity was interpolated from observed gravity values.
 AE9618
 AE9618;                    North         East    Units  Estimated Accuracy
 AE9618;SPC SD N     -   179,890.      673,400.      MT  (+/- 180 meters Scaled)
 AE9618
 AE9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR951327(NAD 83)
 AE9618
 AE9618                          SUPERSEDED SURVEY CONTROL
 AE9618
 AE9618.No superseded survey control is available for this station.
 AE9618
 AE9618_MARKER: DD = SURVEY DISK
 AE9618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9618_STAMPING: 12-261.50 1996
 AE9618_MARK LOGO: SDDT
 AE9618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9618+STABILITY: SURFACE MOTION
 AE9618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9618+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9618
 AE9618  HISTORY     - Date     Condition        Report By
 AE9618  HISTORY     - 1996     MONUMENTED       SDDT
 AE9618  HISTORY     - 19970314 GOOD             NGS
 AE9618
 AE9618                          STATION DESCRIPTION
 AE9618
 AE9618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9618'2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9618'STATE HIGHWAY 45 IN IPSWICH, 797.0 M (2614.8 FT) EAST OF MILEPOST 261,
 AE9618'24.9 M (81.7 FT) NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE
 AE9618'HIGHWAY, 22.3 M (73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0
 AE9618'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AE9618'POST AND FENCE, NEAR THE CENTER OF A DITCH BL0CK, AND THE MONUMENT IS
 AE9618'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9619 ***********************************************************************
 AE9619  DESIGNATION -  12 262.54
 AE9619  PID         -  AE9619
 AE9619  STATE/COUNTY-  SD/EDMUNDS
 AE9619  COUNTRY     -  US
 AE9619  USGS QUAD   -  IPSWICH (2017)
 AE9619
 AE9619                         *CURRENT SURVEY CONTROL
 AE9619  ______________________________________________________________________
 AE9619* NAD 83(1986) POSITION- 45 26 54.     (N) 099 02 27.     (W)   SCALED
 AE9619* NAVD 88 ORTHO HEIGHT -   472.285 (meters)     1549.49  (feet) ADJUSTED
 AE9619  ______________________________________________________________________
 AE9619  GEOID HEIGHT    -        -23.545 (meters)                     GEOID18
 AE9619  DYNAMIC HEIGHT  -        472.245 (meters)     1549.36  (feet) COMP
 AE9619  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 AE9619
 AE9619  VERT ORDER      -  FIRST     CLASS II
 AE9619
 AE9619.The horizontal coordinates were scaled from a map and have
 AE9619.an estimated accuracy of +/- 6 seconds.
 AE9619
 AE9619.The orthometric height was determined by differential leveling and
 AE9619.adjusted by the NATIONAL GEODETIC SURVEY
 AE9619.in July 1998.
 AE9619
 AE9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9619.GEOID18 height accuracy estimate available here.
 AE9619
 AE9619.Click photographs - Photos may exist for this station.
 AE9619
 AE9619.The dynamic height is computed by dividing the NAVD 88
 AE9619.geopotential number by the normal gravity value computed on the
 AE9619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9619.degrees latitude (g = 980.6199 gals.).
 AE9619
 AE9619.The modeled gravity was interpolated from observed gravity values.
 AE9619
 AE9619;                    North         East    Units  Estimated Accuracy
 AE9619;SPC SD N     -   179,910.      675,030.      MT  (+/- 180 meters Scaled)
 AE9619
 AE9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR968327(NAD 83)
 AE9619
 AE9619                          SUPERSEDED SURVEY CONTROL
 AE9619
 AE9619.No superseded survey control is available for this station.
 AE9619
 AE9619_MARKER: DD = SURVEY DISK
 AE9619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9619_STAMPING: 12 262.54 1996
 AE9619_MARK LOGO: SDDT
 AE9619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9619+STABILITY: SURFACE MOTION
 AE9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9619+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9619
 AE9619  HISTORY     - Date     Condition        Report By
 AE9619  HISTORY     - 1996     MONUMENTED       SDDT
 AE9619  HISTORY     - 19970314 GOOD             NGS
 AE9619
 AE9619                          STATION DESCRIPTION
 AE9619
 AE9619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9619'0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9619'STATE HIGHWAY 45 IN IPSWICH, 733.0 M (2404.9 FT) WEST OF MILEPOST 263,
 AE9619'84.2 M (276.2 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING TO LAPKAS
 AE9619'BODY SHOP, 22.2 M (72.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.6 M
 AE9619'(38.1 FT) NORTH OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (SELBY
 AE9619'53 ROSCOE 15), 2.0 M (6.6 FT) WEST OF AN UNDERGROUND CABLE JUNCTION
 AE9619'BOX, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE9619'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9619'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9620 ***********************************************************************
 AE9620  DESIGNATION -  12 263.64
 AE9620  PID         -  AE9620
 AE9620  STATE/COUNTY-  SD/EDMUNDS
 AE9620  COUNTRY     -  US
 AE9620  USGS QUAD   -  IPSWICH (2017)
 AE9620
 AE9620                         *CURRENT SURVEY CONTROL
 AE9620  ______________________________________________________________________
 AE9620* NAD 83(1986) POSITION- 45 26 55.     (N) 099 01 06.     (W)   SCALED
 AE9620* NAVD 88 ORTHO HEIGHT -   464.526 (meters)     1524.03  (feet) ADJUSTED
 AE9620  ______________________________________________________________________
 AE9620  GEOID HEIGHT    -        -23.578 (meters)                     GEOID18
 AE9620  DYNAMIC HEIGHT  -        464.488 (meters)     1523.91  (feet) COMP
 AE9620  MODELED GRAVITY -    980,518.9   (mgal)                       NAVD 88
 AE9620
 AE9620  VERT ORDER      -  FIRST     CLASS II
 AE9620
 AE9620.The horizontal coordinates were scaled from a map and have
 AE9620.an estimated accuracy of +/- 6 seconds.
 AE9620
 AE9620.The orthometric height was determined by differential leveling and
 AE9620.adjusted by the NATIONAL GEODETIC SURVEY
 AE9620.in July 1998.
 AE9620
 AE9620.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9620.GEOID18 height accuracy estimate available here.
 AE9620
 AE9620.Click photographs - Photos may exist for this station.
 AE9620
 AE9620.The dynamic height is computed by dividing the NAVD 88
 AE9620.geopotential number by the normal gravity value computed on the
 AE9620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9620.degrees latitude (g = 980.6199 gals.).
 AE9620
 AE9620.The modeled gravity was interpolated from observed gravity values.
 AE9620
 AE9620;                    North         East    Units  Estimated Accuracy
 AE9620;SPC SD N     -   179,960.      676,790.      MT  (+/- 180 meters Scaled)
 AE9620
 AE9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR985327(NAD 83)
 AE9620
 AE9620                          SUPERSEDED SURVEY CONTROL
 AE9620
 AE9620.No superseded survey control is available for this station.
 AE9620
 AE9620_MARKER: I = METAL ROD
 AE9620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9620_STAMPING: 12-263.64 1996
 AE9620_MARK LOGO: NGS
 AE9620_PROJECTION: FLUSH
 AE9620_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9620+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9620_ROD/PIPE-DEPTH: 4.5 meters
 AE9620_SLEEVE-DEPTH  : 0.9 meters
 AE9620
 AE9620  HISTORY     - Date     Condition        Report By
 AE9620  HISTORY     - 1996     MONUMENTED       SDDT
 AE9620  HISTORY     - 19970314 GOOD             NGS
 AE9620
 AE9620                          STATION DESCRIPTION
 AE9620
 AE9620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9620'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9620'STATE HIGHWAY 45 IN IPSWICH, 585.0 M (1919.3 FT) WEST OF MILEPOST 264,
 AE9620'43.8 M (143.7 FT) EAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE
 AE9620'ENCLOSING A DEPARTMENT OF TRANSPORTATION COMPLEX, 30.0 M (98.4 FT)
 AE9620'NORTH OF THE HIGHWAY CENTERLINE, 7.7 M (25.3 FT) WEST OF THE CENTER OF
 AE9620'A DRIVEWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M (1.6 FT)
 AE9620'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9620'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9620'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9621 ***********************************************************************
 AE9621  DESIGNATION -  12 264.61
 AE9621  PID         -  AE9621
 AE9621  STATE/COUNTY-  SD/EDMUNDS
 AE9621  COUNTRY     -  US
 AE9621  USGS QUAD   -  MINA NW (2017)
 AE9621
 AE9621                         *CURRENT SURVEY CONTROL
 AE9621  ______________________________________________________________________
 AE9621* NAD 83(1986) POSITION- 45 26 53.     (N) 098 59 55.     (W)   SCALED
 AE9621* NAVD 88 ORTHO HEIGHT -   460.040 (meters)     1509.31  (feet) ADJUSTED
 AE9621  ______________________________________________________________________
 AE9621  GEOID HEIGHT    -        -23.608 (meters)                     GEOID18
 AE9621  DYNAMIC HEIGHT  -        460.002 (meters)     1509.19  (feet) COMP
 AE9621  MODELED GRAVITY -    980,519.7   (mgal)                       NAVD 88
 AE9621
 AE9621  VERT ORDER      -  FIRST     CLASS II
 AE9621
 AE9621.The horizontal coordinates were scaled from a map and have
 AE9621.an estimated accuracy of +/- 6 seconds.
 AE9621
 AE9621.The orthometric height was determined by differential leveling and
 AE9621.adjusted by the NATIONAL GEODETIC SURVEY
 AE9621.in July 1998.
 AE9621
 AE9621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9621.GEOID18 height accuracy estimate available here.
 AE9621
 AE9621.Click photographs - Photos may exist for this station.
 AE9621
 AE9621.The dynamic height is computed by dividing the NAVD 88
 AE9621.geopotential number by the normal gravity value computed on the
 AE9621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9621.degrees latitude (g = 980.6199 gals.).
 AE9621
 AE9621.The modeled gravity was interpolated from observed gravity values.
 AE9621
 AE9621;                    North         East    Units  Estimated Accuracy
 AE9621;SPC SD N     -   179,920.      678,330.      MT  (+/- 180 meters Scaled)
 AE9621
 AE9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR001327(NAD 83)
 AE9621
 AE9621                          SUPERSEDED SURVEY CONTROL
 AE9621
 AE9621.No superseded survey control is available for this station.
 AE9621
 AE9621_MARKER: DD = SURVEY DISK
 AE9621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9621_STAMPING: 12-264.61 1996
 AE9621_MARK LOGO: SDDT
 AE9621_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9621+STABILITY: SURFACE MOTION
 AE9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9621+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9621
 AE9621  HISTORY     - Date     Condition        Report By
 AE9621  HISTORY     - 1996     MONUMENTED       SDDT
 AE9621  HISTORY     - 19970314 GOOD             NGS
 AE9621
 AE9621                          STATION DESCRIPTION
 AE9621
 AE9621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9621'2.4 KM (1.50 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9621'STATE HIGHWAY 45 IN IPSWICH, 623.0 M (2044.0 FT) WEST OF MILEPOST 265,
 AE9621'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) EAST
 AE9621'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9621'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND THE CENTER OF
 AE9621'2 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9621'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9622 ***********************************************************************
 AE9622  DESIGNATION -  12 265.61
 AE9622  PID         -  AE9622
 AE9622  STATE/COUNTY-  SD/EDMUNDS
 AE9622  COUNTRY     -  US
 AE9622  USGS QUAD   -  MINA NW (2017)
 AE9622
 AE9622                         *CURRENT SURVEY CONTROL
 AE9622  ______________________________________________________________________
 AE9622* NAD 83(1986) POSITION- 45 26 54.     (N) 098 58 39.     (W)   SCALED
 AE9622* NAVD 88 ORTHO HEIGHT -   456.619 (meters)     1498.09  (feet) ADJUSTED
 AE9622  ______________________________________________________________________
 AE9622  GEOID HEIGHT    -        -23.639 (meters)                     GEOID18
 AE9622  DYNAMIC HEIGHT  -        456.583 (meters)     1497.97  (feet) COMP
 AE9622  MODELED GRAVITY -    980,521.4   (mgal)                       NAVD 88
 AE9622
 AE9622  VERT ORDER      -  FIRST     CLASS II
 AE9622
 AE9622.The horizontal coordinates were scaled from a map and have
 AE9622.an estimated accuracy of +/- 6 seconds.
 AE9622
 AE9622.The orthometric height was determined by differential leveling and
 AE9622.adjusted by the NATIONAL GEODETIC SURVEY
 AE9622.in July 1998.
 AE9622
 AE9622.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9622.GEOID18 height accuracy estimate available here.
 AE9622
 AE9622.Click photographs - Photos may exist for this station.
 AE9622
 AE9622.The dynamic height is computed by dividing the NAVD 88
 AE9622.geopotential number by the normal gravity value computed on the
 AE9622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9622.degrees latitude (g = 980.6199 gals.).
 AE9622
 AE9622.The modeled gravity was interpolated from observed gravity values.
 AE9622
 AE9622;                    North         East    Units  Estimated Accuracy
 AE9622;SPC SD N     -   179,970.      679,990.      MT  (+/- 180 meters Scaled)
 AE9622
 AE9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR017327(NAD 83)
 AE9622
 AE9622                          SUPERSEDED SURVEY CONTROL
 AE9622
 AE9622.No superseded survey control is available for this station.
 AE9622
 AE9622_MARKER: Z = SEE DESCRIPTION
 AE9622_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9622_STAMPING: 12-265.61 1996
 AE9622_MARK LOGO: NGS
 AE9622_PROJECTION: FLUSH
 AE9622_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9622+STABILITY: POSITION/ELEVATION WELL
 AE9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9622+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9622_ROD/PIPE-DEPTH: 6.4 meters
 AE9622_SLEEVE-DEPTH  : 1.8 meters
 AE9622
 AE9622  HISTORY     - Date     Condition        Report By
 AE9622  HISTORY     - 1996     MONUMENTED       SDDT
 AE9622  HISTORY     - 19970314 GOOD             NGS
 AE9622
 AE9622                          STATION DESCRIPTION
 AE9622
 AE9622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9622'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9622'STATE HIGHWAY 45 IN IPSWICH, 619.0 M (2030.8 FT) WEST OF MILEPOST 266,
 AE9622'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AE9622'THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A T-FENCE CORNER,
 AE9622'0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH
 AE9622'OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AE9622'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE9622'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9622'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9623 ***********************************************************************
 AE9623  DESIGNATION -  12 266.62
 AE9623  PID         -  AE9623
 AE9623  STATE/COUNTY-  SD/EDMUNDS
 AE9623  COUNTRY     -  US
 AE9623  USGS QUAD   -  MINA NW (2017)
 AE9623
 AE9623                         *CURRENT SURVEY CONTROL
 AE9623  ______________________________________________________________________
 AE9623* NAD 83(1986) POSITION- 45 26 53.     (N) 098 57 27.     (W)   SCALED
 AE9623* NAVD 88 ORTHO HEIGHT -   451.237 (meters)     1480.43  (feet) ADJUSTED
 AE9623  ______________________________________________________________________
 AE9623  GEOID HEIGHT    -        -23.668 (meters)                     GEOID18
 AE9623  DYNAMIC HEIGHT  -        451.201 (meters)     1480.32  (feet) COMP
 AE9623  MODELED GRAVITY -    980,522.9   (mgal)                       NAVD 88
 AE9623
 AE9623  VERT ORDER      -  FIRST     CLASS II
 AE9623
 AE9623.The horizontal coordinates were scaled from a map and have
 AE9623.an estimated accuracy of +/- 6 seconds.
 AE9623
 AE9623.The orthometric height was determined by differential leveling and
 AE9623.adjusted by the NATIONAL GEODETIC SURVEY
 AE9623.in July 1998.
 AE9623
 AE9623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9623.GEOID18 height accuracy estimate available here.
 AE9623
 AE9623.Click photographs - Photos may exist for this station.
 AE9623
 AE9623.The dynamic height is computed by dividing the NAVD 88
 AE9623.geopotential number by the normal gravity value computed on the
 AE9623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9623.degrees latitude (g = 980.6199 gals.).
 AE9623
 AE9623.The modeled gravity was interpolated from observed gravity values.
 AE9623
 AE9623;                    North         East    Units  Estimated Accuracy
 AE9623;SPC SD N     -   179,960.      681,550.      MT  (+/- 180 meters Scaled)
 AE9623
 AE9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR033327(NAD 83)
 AE9623
 AE9623                          SUPERSEDED SURVEY CONTROL
 AE9623
 AE9623.No superseded survey control is available for this station.
 AE9623
 AE9623_MARKER: DB = BENCH MARK DISK
 AE9623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9623_STAMPING: 12-266.62
 AE9623_MARK LOGO: SDHD
 AE9623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9623+STABILITY: SURFACE MOTION
 AE9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9623+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9623
 AE9623  HISTORY     - Date     Condition        Report By
 AE9623  HISTORY     - UNK      MONUMENTED       SDDT
 AE9623  HISTORY     - 19970314 GOOD             NGS
 AE9623
 AE9623                          STATION DESCRIPTION
 AE9623
 AE9623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9623'5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9623'STATE HIGHWAY 45 IN IPSWICH, 607.0 M (1991.5 FT) WEST OF MILEPOST 267,
 AE9623'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AE9623'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A T-FENCE FENCE
 AE9623'CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9623'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9624 ***********************************************************************
 AE9624  DESIGNATION -  12 267.62
 AE9624  PID         -  AE9624
 AE9624  STATE/COUNTY-  SD/EDMUNDS
 AE9624  COUNTRY     -  US
 AE9624  USGS QUAD   -  MINA NW (2017)
 AE9624
 AE9624                         *CURRENT SURVEY CONTROL
 AE9624  ______________________________________________________________________
 AE9624* NAD 83(1986) POSITION- 45 26 53.     (N) 098 56 13.     (W)   SCALED
 AE9624* NAVD 88 ORTHO HEIGHT -   451.026 (meters)     1479.74  (feet) ADJUSTED
 AE9624  ______________________________________________________________________
 AE9624  GEOID HEIGHT    -        -23.697 (meters)                     GEOID18
 AE9624  DYNAMIC HEIGHT  -        450.990 (meters)     1479.62  (feet) COMP
 AE9624  MODELED GRAVITY -    980,524.3   (mgal)                       NAVD 88
 AE9624
 AE9624  VERT ORDER      -  FIRST     CLASS II
 AE9624
 AE9624.The horizontal coordinates were scaled from a map and have
 AE9624.an estimated accuracy of +/- 6 seconds.
 AE9624
 AE9624.The orthometric height was determined by differential leveling and
 AE9624.adjusted by the NATIONAL GEODETIC SURVEY
 AE9624.in July 1998.
 AE9624
 AE9624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9624.GEOID18 height accuracy estimate available here.
 AE9624
 AE9624.Click photographs - Photos may exist for this station.
 AE9624
 AE9624.The dynamic height is computed by dividing the NAVD 88
 AE9624.geopotential number by the normal gravity value computed on the
 AE9624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9624.degrees latitude (g = 980.6199 gals.).
 AE9624
 AE9624.The modeled gravity was interpolated from observed gravity values.
 AE9624
 AE9624;                    North         East    Units  Estimated Accuracy
 AE9624;SPC SD N     -   179,980.      683,160.      MT  (+/- 180 meters Scaled)
 AE9624
 AE9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR049327(NAD 83)
 AE9624
 AE9624                          SUPERSEDED SURVEY CONTROL
 AE9624
 AE9624.No superseded survey control is available for this station.
 AE9624
 AE9624_MARKER: DB = BENCH MARK DISK
 AE9624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9624_STAMPING: 12-267.62
 AE9624_MARK LOGO: SDHD
 AE9624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9624+STABILITY: SURFACE MOTION
 AE9624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9624+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9624
 AE9624  HISTORY     - Date     Condition        Report By
 AE9624  HISTORY     - UNK      MONUMENTED       SDDT
 AE9624  HISTORY     - 19970314 GOOD             NGS
 AE9624
 AE9624                          STATION DESCRIPTION
 AE9624
 AE9624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9624'7.3 KM (4.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9624'STATE HIGHWAY 45 IN IPSWICH, 607.0 M (1991.5 FT) WEST OF MILEPOST 268,
 AE9624'81.3 M (266.7 FT) WEST OF THE CENTER OF A DRIVEWAY, 30.2 M (99.1 FT)
 AE9624'NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AE9624'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A T-FENCE CORNER, 0.3 M (1.0 FT)
 AE9624'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9624'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9625 ***********************************************************************
 AE9625  DESIGNATION -  12 268.63
 AE9625  PID         -  AE9625
 AE9625  STATE/COUNTY-  SD/EDMUNDS
 AE9625  COUNTRY     -  US
 AE9625  USGS QUAD   -  MINA NW (2017)
 AE9625
 AE9625                         *CURRENT SURVEY CONTROL
 AE9625  ______________________________________________________________________
 AE9625* NAD 83(1986) POSITION- 45 26 54.     (N) 098 54 59.     (W)   SCALED
 AE9625* NAVD 88 ORTHO HEIGHT -   452.335 (meters)     1484.04  (feet) ADJUSTED
 AE9625  ______________________________________________________________________
 AE9625  GEOID HEIGHT    -        -23.726 (meters)                     GEOID18
 AE9625  DYNAMIC HEIGHT  -        452.301 (meters)     1483.92  (feet) COMP
 AE9625  MODELED GRAVITY -    980,525.6   (mgal)                       NAVD 88
 AE9625
 AE9625  VERT ORDER      -  FIRST     CLASS II
 AE9625
 AE9625.The horizontal coordinates were scaled from a map and have
 AE9625.an estimated accuracy of +/- 6 seconds.
 AE9625
 AE9625.The orthometric height was determined by differential leveling and
 AE9625.adjusted by the NATIONAL GEODETIC SURVEY
 AE9625.in July 1998.
 AE9625
 AE9625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9625.GEOID18 height accuracy estimate available here.
 AE9625
 AE9625.Click photographs - Photos may exist for this station.
 AE9625
 AE9625.The dynamic height is computed by dividing the NAVD 88
 AE9625.geopotential number by the normal gravity value computed on the
 AE9625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9625.degrees latitude (g = 980.6199 gals.).
 AE9625
 AE9625.The modeled gravity was interpolated from observed gravity values.
 AE9625
 AE9625;                    North         East    Units  Estimated Accuracy
 AE9625;SPC SD N     -   180,030.      684,770.      MT  (+/- 180 meters Scaled)
 AE9625
 AE9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR065327(NAD 83)
 AE9625
 AE9625                          SUPERSEDED SURVEY CONTROL
 AE9625
 AE9625.No superseded survey control is available for this station.
 AE9625
 AE9625_MARKER: DB = BENCH MARK DISK
 AE9625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9625_STAMPING: 12-268.63
 AE9625_MARK LOGO: SDHD
 AE9625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9625+STABILITY: SURFACE MOTION
 AE9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9625+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9625
 AE9625  HISTORY     - Date     Condition        Report By
 AE9625  HISTORY     - UNK      MONUMENTED       SDDT
 AE9625  HISTORY     - 19970314 GOOD             NGS
 AE9625
 AE9625                          STATION DESCRIPTION
 AE9625
 AE9625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9625'8.9 KM (5.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9625'STATE HIGHWAY 45 IN IPSWICH, 648.0 M (2126.0 FT) WEST OF MILEPOST 269,
 AE9625'30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AE9625'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A T-FENCE
 AE9625'CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9625'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9626 ***********************************************************************
 AE9626  DESIGNATION -  12 269.60
 AE9626  PID         -  AE9626
 AE9626  STATE/COUNTY-  SD/EDMUNDS
 AE9626  COUNTRY     -  US
 AE9626  USGS QUAD   -  MINA NW (2017)
 AE9626
 AE9626                         *CURRENT SURVEY CONTROL
 AE9626  ______________________________________________________________________
 AE9626* NAD 83(1986) POSITION- 45 26 53.     (N) 098 53 44.     (W)   SCALED
 AE9626* NAVD 88 ORTHO HEIGHT -   449.293 (meters)     1474.06  (feet) ADJUSTED
 AE9626  ______________________________________________________________________
 AE9626  GEOID HEIGHT    -        -23.756 (meters)                     GEOID18
 AE9626  DYNAMIC HEIGHT  -        449.259 (meters)     1473.94  (feet) COMP
 AE9626  MODELED GRAVITY -    980,526.7   (mgal)                       NAVD 88
 AE9626
 AE9626  VERT ORDER      -  FIRST     CLASS II
 AE9626
 AE9626.The horizontal coordinates were scaled from a map and have
 AE9626.an estimated accuracy of +/- 6 seconds.
 AE9626
 AE9626.The orthometric height was determined by differential leveling and
 AE9626.adjusted by the NATIONAL GEODETIC SURVEY
 AE9626.in July 1998.
 AE9626
 AE9626.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9626.GEOID18 height accuracy estimate available here.
 AE9626
 AE9626.Click photographs - Photos may exist for this station.
 AE9626
 AE9626.The dynamic height is computed by dividing the NAVD 88
 AE9626.geopotential number by the normal gravity value computed on the
 AE9626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9626.degrees latitude (g = 980.6199 gals.).
 AE9626
 AE9626.The modeled gravity was interpolated from observed gravity values.
 AE9626
 AE9626;                    North         East    Units  Estimated Accuracy
 AE9626;SPC SD N     -   180,020.      686,400.      MT  (+/- 180 meters Scaled)
 AE9626
 AE9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR081327(NAD 83)
 AE9626
 AE9626                          SUPERSEDED SURVEY CONTROL
 AE9626
 AE9626.No superseded survey control is available for this station.
 AE9626
 AE9626_MARKER: DD = SURVEY DISK
 AE9626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9626_STAMPING: 12-269.60 1996
 AE9626_MARK LOGO: SDDT
 AE9626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9626+STABILITY: SURFACE MOTION
 AE9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9626+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9626
 AE9626  HISTORY     - Date     Condition        Report By
 AE9626  HISTORY     - 1996     MONUMENTED       SDDT
 AE9626  HISTORY     - 19970314 GOOD             NGS
 AE9626
 AE9626                          STATION DESCRIPTION
 AE9626
 AE9626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9626'10.5 KM (6.50 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9626'STATE HIGHWAY 45 IN IPSWICH, 597.0 M (1958.7 FT) WEST OF MILEPOST 270,
 AE9626'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AE9626'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AE9626'T-FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9627 ***********************************************************************
 AE9627  DESIGNATION -  12 270.67
 AE9627  PID         -  AE9627
 AE9627  STATE/COUNTY-  SD/EDMUNDS
 AE9627  COUNTRY     -  US
 AE9627  USGS QUAD   -  MINA (2017)
 AE9627
 AE9627                         *CURRENT SURVEY CONTROL
 AE9627  ______________________________________________________________________
 AE9627* NAD 83(1986) POSITION- 45 26 52.     (N) 098 52 25.     (W)   SCALED
 AE9627* NAVD 88 ORTHO HEIGHT -   448.256 (meters)     1470.65  (feet) ADJUSTED
 AE9627  ______________________________________________________________________
 AE9627  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 AE9627  DYNAMIC HEIGHT  -        448.222 (meters)     1470.54  (feet) COMP
 AE9627  MODELED GRAVITY -    980,527.8   (mgal)                       NAVD 88
 AE9627
 AE9627  VERT ORDER      -  FIRST     CLASS II
 AE9627
 AE9627.The horizontal coordinates were scaled from a map and have
 AE9627.an estimated accuracy of +/- 6 seconds.
 AE9627
 AE9627.The orthometric height was determined by differential leveling and
 AE9627.adjusted by the NATIONAL GEODETIC SURVEY
 AE9627.in July 1998.
 AE9627
 AE9627.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9627.GEOID18 height accuracy estimate available here.
 AE9627
 AE9627.Click photographs - Photos may exist for this station.
 AE9627
 AE9627.The dynamic height is computed by dividing the NAVD 88
 AE9627.geopotential number by the normal gravity value computed on the
 AE9627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9627.degrees latitude (g = 980.6199 gals.).
 AE9627
 AE9627.The modeled gravity was interpolated from observed gravity values.
 AE9627
 AE9627;                    North         East    Units  Estimated Accuracy
 AE9627;SPC SD N     -   180,020.      688,110.      MT  (+/- 180 meters Scaled)
 AE9627
 AE9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR098327(NAD 83)
 AE9627
 AE9627                          SUPERSEDED SURVEY CONTROL
 AE9627
 AE9627.No superseded survey control is available for this station.
 AE9627
 AE9627_MARKER: Z = SEE DESCRIPTION
 AE9627_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9627_STAMPING: 12-270.67 1996
 AE9627_MARK LOGO: NGS
 AE9627_PROJECTION: FLUSH
 AE9627_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9627+STABILITY: POSITION/ELEVATION WELL
 AE9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9627+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9627_ROD/PIPE-DEPTH: 6.4 meters
 AE9627_SLEEVE-DEPTH  : 1.8 meters
 AE9627
 AE9627  HISTORY     - Date     Condition        Report By
 AE9627  HISTORY     - 1996     MONUMENTED       SDDT
 AE9627  HISTORY     - 19970314 GOOD             NGS
 AE9627
 AE9627                          STATION DESCRIPTION
 AE9627
 AE9627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9627'12.2 KM (7.60 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9627'STATE HIGHWAY 45 IN IPSWICH, 529.0 M (1735.6 FT) WEST OF MILEPOST 271,
 AE9627'67.0 M (219.8 FT) EAST OF THE EAST END OF 2 BRACED FENCE POSTS, 29.9 M
 AE9627'(98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) BELOW THE
 AE9627'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 KM (0.20
 AE9627'MI) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 AE9627'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9627'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9627'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9627'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9628 ***********************************************************************
 AE9628  DESIGNATION -  12 271.63
 AE9628  PID         -  AE9628
 AE9628  STATE/COUNTY-  SD/EDMUNDS
 AE9628  COUNTRY     -  US
 AE9628  USGS QUAD   -  MINA (2017)
 AE9628
 AE9628                         *CURRENT SURVEY CONTROL
 AE9628  ______________________________________________________________________
 AE9628* NAD 83(1986) POSITION- 45 26 52.     (N) 098 51 13.     (W)   SCALED
 AE9628* NAVD 88 ORTHO HEIGHT -   444.954 (meters)     1459.82  (feet) ADJUSTED
 AE9628  ______________________________________________________________________
 AE9628  GEOID HEIGHT    -        -23.817 (meters)                     GEOID18
 AE9628  DYNAMIC HEIGHT  -        444.921 (meters)     1459.71  (feet) COMP
 AE9628  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 AE9628
 AE9628  VERT ORDER      -  FIRST     CLASS II
 AE9628
 AE9628.The horizontal coordinates were scaled from a map and have
 AE9628.an estimated accuracy of +/- 6 seconds.
 AE9628
 AE9628.The orthometric height was determined by differential leveling and
 AE9628.adjusted by the NATIONAL GEODETIC SURVEY
 AE9628.in July 1998.
 AE9628
 AE9628.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9628.GEOID18 height accuracy estimate available here.
 AE9628
 AE9628.Click photographs - Photos may exist for this station.
 AE9628
 AE9628.The dynamic height is computed by dividing the NAVD 88
 AE9628.geopotential number by the normal gravity value computed on the
 AE9628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9628.degrees latitude (g = 980.6199 gals.).
 AE9628
 AE9628.The modeled gravity was interpolated from observed gravity values.
 AE9628
 AE9628;                    North         East    Units  Estimated Accuracy
 AE9628;SPC SD N     -   180,040.      689,680.      MT  (+/- 180 meters Scaled)
 AE9628
 AE9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR114327(NAD 83)
 AE9628
 AE9628                          SUPERSEDED SURVEY CONTROL
 AE9628
 AE9628.No superseded survey control is available for this station.
 AE9628
 AE9628_MARKER: DB = BENCH MARK DISK
 AE9628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9628_STAMPING: 12-271.63
 AE9628_MARK LOGO: SDHD
 AE9628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9628+STABILITY: SURFACE MOTION
 AE9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9628+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9628
 AE9628  HISTORY     - Date     Condition        Report By
 AE9628  HISTORY     - UNK      MONUMENTED       SDDT
 AE9628  HISTORY     - 19970314 GOOD             NGS
 AE9628
 AE9628                          STATION DESCRIPTION
 AE9628
 AE9628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9628'13.7 KM (8.50 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9628'STATE HIGHWAY 45 IN IPSWICH, 595.0 M (1952.1 FT) WEST OF MILEPOST 272,
 AE9628'30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW
 AE9628'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF THE CENTER 1 OF 3
 AE9628'BRACED FENCE POSTS, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AE9628'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9629 ***********************************************************************
 AE9629  DESIGNATION -  12 272.54
 AE9629  PID         -  AE9629
 AE9629  STATE/COUNTY-  SD/EDMUNDS
 AE9629  COUNTRY     -  US
 AE9629  USGS QUAD   -  MINA (2017)
 AE9629
 AE9629                         *CURRENT SURVEY CONTROL
 AE9629  ______________________________________________________________________
 AE9629* NAD 83(1986) POSITION- 45 26 51.     (N) 098 50 11.     (W)   SCALED
 AE9629* NAVD 88 ORTHO HEIGHT -   444.909 (meters)     1459.67  (feet) ADJUSTED
 AE9629  ______________________________________________________________________
 AE9629  GEOID HEIGHT    -        -23.843 (meters)                     GEOID18
 AE9629  DYNAMIC HEIGHT  -        444.877 (meters)     1459.57  (feet) COMP
 AE9629  MODELED GRAVITY -    980,529.7   (mgal)                       NAVD 88
 AE9629
 AE9629  VERT ORDER      -  FIRST     CLASS II
 AE9629
 AE9629.The horizontal coordinates were scaled from a map and have
 AE9629.an estimated accuracy of +/- 6 seconds.
 AE9629
 AE9629.The orthometric height was determined by differential leveling and
 AE9629.adjusted by the NATIONAL GEODETIC SURVEY
 AE9629.in July 1998.
 AE9629
 AE9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9629.GEOID18 height accuracy estimate available here.
 AE9629
 AE9629.Click photographs - Photos may exist for this station.
 AE9629
 AE9629.The dynamic height is computed by dividing the NAVD 88
 AE9629.geopotential number by the normal gravity value computed on the
 AE9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9629.degrees latitude (g = 980.6199 gals.).
 AE9629
 AE9629.The modeled gravity was interpolated from observed gravity values.
 AE9629
 AE9629;                    North         East    Units  Estimated Accuracy
 AE9629;SPC SD N     -   180,030.      691,020.      MT  (+/- 180 meters Scaled)
 AE9629
 AE9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR127326(NAD 83)
 AE9629
 AE9629                          SUPERSEDED SURVEY CONTROL
 AE9629
 AE9629.No superseded survey control is available for this station.
 AE9629
 AE9629_MARKER: DD = SURVEY DISK
 AE9629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9629_STAMPING: 12-272.54 1996
 AE9629_MARK LOGO: SDDT
 AE9629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9629+STABILITY: SURFACE MOTION
 AE9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9629+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9629
 AE9629  HISTORY     - Date     Condition        Report By
 AE9629  HISTORY     - 1996     MONUMENTED       SDDT
 AE9629  HISTORY     - 19970314 GOOD             NGS
 AE9629
 AE9629                          STATION DESCRIPTION
 AE9629
 AE9629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9629'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9629'STATE HIGHWAY 45 IN IPSWICH, 739.0 M (2424.5 FT) WEST OF MILEPOST 273,
 AE9629'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.8 M (12.5 FT) EAST
 AE9629'OF THE CENTER OF A FIELD ENTRANCE, 3.8 M (12.5 FT) WEST OF THE CENTER
 AE9629'OF A FIELD ENTRANCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AE9629'T-FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AE9629'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9630 ***********************************************************************
 AE9630  DESIGNATION -  12 273.84
 AE9630  PID         -  AE9630
 AE9630  STATE/COUNTY-  SD/EDMUNDS
 AE9630  COUNTRY     -  US
 AE9630  USGS QUAD   -  MINA (2017)
 AE9630
 AE9630                         *CURRENT SURVEY CONTROL
 AE9630  ______________________________________________________________________
 AE9630* NAD 83(1986) POSITION- 45 26 52.     (N) 098 48 32.     (W)   SCALED
 AE9630* NAVD 88 ORTHO HEIGHT -   443.161 (meters)     1453.94  (feet) ADJUSTED
 AE9630  ______________________________________________________________________
 AE9630  GEOID HEIGHT    -        -23.884 (meters)                     GEOID18
 AE9630  DYNAMIC HEIGHT  -        443.129 (meters)     1453.83  (feet) COMP
 AE9630  MODELED GRAVITY -    980,530.7   (mgal)                       NAVD 88
 AE9630
 AE9630  VERT ORDER      -  FIRST     CLASS II
 AE9630
 AE9630.The horizontal coordinates were scaled from a map and have
 AE9630.an estimated accuracy of +/- 6 seconds.
 AE9630
 AE9630.The orthometric height was determined by differential leveling and
 AE9630.adjusted by the NATIONAL GEODETIC SURVEY
 AE9630.in July 1998.
 AE9630
 AE9630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9630.GEOID18 height accuracy estimate available here.
 AE9630
 AE9630.Click photographs - Photos may exist for this station.
 AE9630
 AE9630.The dynamic height is computed by dividing the NAVD 88
 AE9630.geopotential number by the normal gravity value computed on the
 AE9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9630.degrees latitude (g = 980.6199 gals.).
 AE9630
 AE9630.The modeled gravity was interpolated from observed gravity values.
 AE9630
 AE9630;                    North         East    Units  Estimated Accuracy
 AE9630;SPC SD N     -   180,090.      693,170.      MT  (+/- 180 meters Scaled)
 AE9630
 AE9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR149327(NAD 83)
 AE9630
 AE9630                          SUPERSEDED SURVEY CONTROL
 AE9630
 AE9630.No superseded survey control is available for this station.
 AE9630
 AE9630_MARKER: DD = SURVEY DISK
 AE9630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9630_STAMPING: 12-273.84 1996
 AE9630_MARK LOGO: SDDT
 AE9630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9630+STABILITY: SURFACE MOTION
 AE9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9630+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9630
 AE9630  HISTORY     - Date     Condition        Report By
 AE9630  HISTORY     - 1996     MONUMENTED       SDDT
 AE9630  HISTORY     - 19970314 GOOD             NGS
 AE9630
 AE9630                          STATION DESCRIPTION
 AE9630
 AE9630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9630'17.2 KM (10.70 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9630'STATE HIGHWAY 45 IN IPSWICH, 254.0 M (833.3 FT) WEST OF MILEPOST 274,
 AE9630'30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT) EAST
 AE9630'OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) WEST OF A FENCE
 AE9630'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9630'SOUTH OF A WITNESS POST AND FENCE, NEAR THE CENTER OF 2 BRACED FENCE
 AE9630'POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9631 ***********************************************************************
 AE9631  DESIGNATION -  12 275.00
 AE9631  PID         -  AE9631
 AE9631  STATE/COUNTY-  SD/EDMUNDS
 AE9631  COUNTRY     -  US
 AE9631  USGS QUAD   -  MINA (2017)
 AE9631
 AE9631                         *CURRENT SURVEY CONTROL
 AE9631  ______________________________________________________________________
 AE9631* NAD 83(1986) POSITION- 45 26 49.     (N) 098 47 07.     (W)   SCALED
 AE9631* NAVD 88 ORTHO HEIGHT -   442.540 (meters)     1451.90  (feet) ADJUSTED
 AE9631  ______________________________________________________________________
 AE9631  GEOID HEIGHT    -        -23.921 (meters)                     GEOID18
 AE9631  DYNAMIC HEIGHT  -        442.508 (meters)     1451.80  (feet) COMP
 AE9631  MODELED GRAVITY -    980,531.1   (mgal)                       NAVD 88
 AE9631
 AE9631  VERT ORDER      -  FIRST     CLASS II
 AE9631
 AE9631.The horizontal coordinates were scaled from a map and have
 AE9631.an estimated accuracy of +/- 6 seconds.
 AE9631
 AE9631.The orthometric height was determined by differential leveling and
 AE9631.adjusted by the NATIONAL GEODETIC SURVEY
 AE9631.in July 1998.
 AE9631
 AE9631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9631.GEOID18 height accuracy estimate available here.
 AE9631
 AE9631.Click photographs - Photos may exist for this station.
 AE9631
 AE9631.The dynamic height is computed by dividing the NAVD 88
 AE9631.geopotential number by the normal gravity value computed on the
 AE9631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9631.degrees latitude (g = 980.6199 gals.).
 AE9631
 AE9631.The modeled gravity was interpolated from observed gravity values.
 AE9631
 AE9631;                    North         East    Units  Estimated Accuracy
 AE9631;SPC SD N     -   180,030.      695,020.      MT  (+/- 180 meters Scaled)
 AE9631
 AE9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR167326(NAD 83)
 AE9631
 AE9631                          SUPERSEDED SURVEY CONTROL
 AE9631
 AE9631.No superseded survey control is available for this station.
 AE9631
 AE9631_MARKER: DD = SURVEY DISK
 AE9631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9631_STAMPING: 12-275.00 1996
 AE9631_MARK LOGO: SDDT
 AE9631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9631+STABILITY: SURFACE MOTION
 AE9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9631+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9631
 AE9631  HISTORY     - Date     Condition        Report By
 AE9631  HISTORY     - 1996     MONUMENTED       SDDT
 AE9631  HISTORY     - 19970314 GOOD             NGS
 AE9631
 AE9631                          STATION DESCRIPTION
 AE9631
 AE9631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9631'19.1 KM (11.85 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9631'STATE HIGHWAY 45 IN IPSWICH, 59.3 M (194.6 FT) WEST OF THE CENTER OF
 AE9631'370 AVENUE, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.9 M
 AE9631'(62.0 FT) SOUTH OF MILEPOST 275, 4.6 M (15.1 FT) WEST OF THE CENTER OF
 AE9631'A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AE9631'(1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AE9631'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7958 ***********************************************************************
 AC7958  CBN         -  This is a Cooperative Base Network Control Station.
 AC7958  DESIGNATION -  12 276.02
 AC7958  PID         -  AC7958
 AC7958  STATE/COUNTY-  SD/EDMUNDS
 AC7958  COUNTRY     -  US
 AC7958  USGS QUAD   -  MINA (2017)
 AC7958
 AC7958                         *CURRENT SURVEY CONTROL
 AC7958  ______________________________________________________________________
 AC7958* NAD 83(2011) POSITION- 45 26 42.55592(N) 098 45 48.98014(W)   ADJUSTED
 AC7958* NAD 83(2011) ELLIP HT-   414.538 (meters)        (06/27/12)   ADJUSTED
 AC7958* NAD 83(2011) EPOCH   -  2010.00
 AC7958* NAVD 88 ORTHO HEIGHT -   438.483 (meters)     1438.59  (feet) ADJUSTED
 AC7958  ______________________________________________________________________
 AC7958  GEOID HEIGHT    -        -23.957 (meters)                     GEOID18
 AC7958  NAD 83(2011) X  -   -682,985.267 (meters)                     COMP
 AC7958  NAD 83(2011) Y  - -4,430,429.004 (meters)                     COMP
 AC7958  NAD 83(2011) Z  -  4,522,490.059 (meters)                     COMP
 AC7958  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 AC7958  DYNAMIC HEIGHT  -        438.451 (meters)     1438.48  (feet) COMP
 AC7958  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 AC7958
 AC7958  VERT ORDER      -  FIRST     CLASS II
 AC7958
 AC7958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7958  Standards:
 AC7958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7958  -------------------------------------------------------------------
 AC7958  NETWORK    0.90   2.55           0.41   0.31   1.30     -0.04972093
 AC7958  -------------------------------------------------------------------
 AC7958  Click here for local accuracies and other accuracy information.
 AC7958
 AC7958.The horizontal coordinates were established by GPS observations
 AC7958.and adjusted by the National Geodetic Survey in June 2012.
 AC7958
 AC7958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7958.been affixed to the stable North American tectonic plate. See 
 AC7958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7958
 AC7958.The horizontal coordinates are valid at the epoch date displayed above
 AC7958.which is a decimal equivalence of Year/Month/Day.
 AC7958
 AC7958.The orthometric height was determined by differential leveling and
 AC7958.adjusted by the NATIONAL GEODETIC SURVEY
 AC7958.in July 1998.
 AC7958
 AC7958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7958.GEOID18 height accuracy estimate available here.
 AC7958
 AC7958.Click photographs - Photos may exist for this station.
 AC7958
 AC7958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7958
 AC7958.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7958
 AC7958.The ellipsoidal height was determined by GPS observations
 AC7958.and is referenced to NAD 83.
 AC7958
 AC7958.The dynamic height is computed by dividing the NAVD 88
 AC7958.geopotential number by the normal gravity value computed on the
 AC7958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7958.degrees latitude (g = 980.6199 gals.).
 AC7958
 AC7958.The modeled gravity was interpolated from observed gravity values.
 AC7958
 AC7958. The following values were computed from the NAD 83(2011) position.
 AC7958
 AC7958;                    North         East     Units Scale Factor Converg.
 AC7958;SPC SD N     -   179,851.315   696,720.603   MT  0.99996273   +0 52 30.2
 AC7958;SPC SD N     -   590,062.19  2,285,824.18   sFT  0.99996273   +0 52 30.2
 AC7958;UTM  14      - 5,032,430.525   518,486.660   MT  0.99960420   +0 10 06.4
 AC7958
 AC7958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7958!SPC SD N     -   0.99993501  x   0.99996273  =   0.99989775
 AC7958!UTM  14      -   0.99993501  x   0.99960420  =   0.99953924
 AC7958
 AC7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1848632430(NAD 83)
 AC7958
 AC7958                          SUPERSEDED SURVEY CONTROL
 AC7958
 AC7958  NAD 83(2007)-  45 26 42.55590(N)    098 45 48.98096(W) AD(2002.00) 0
 AC7958  ELLIP H (02/10/07)  414.567  (m)                       GP(2002.00)    
 AC7958  ELLIP H (04/15/04)  414.585  (m)                       GP(       ) 2 1
 AC7958  NAD 83(1996)-  45 26 42.55535(N)    098 45 48.98043(W) AD(       ) B
 AC7958  ELLIP H (04/18/97)  414.613  (m)                       GP(       ) 4 1
 AC7958  NAVD 88 (04/18/97)  438.5    (m)  GEOID96  model used  GPS OBS        
 AC7958
 AC7958.Superseded values are not recommended for survey control.
 AC7958
 AC7958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7958.See file dsdata.pdf to determine how the superseded data were derived.
 AC7958
 AC7958_MARKER: Z = SEE DESCRIPTION
 AC7958_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7958_STAMPING: 12-276.02 1995
 AC7958_MARK LOGO: NGS
 AC7958_PROJECTION: FLUSH
 AC7958_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7958+STABILITY: POSITION/ELEVATION WELL
 AC7958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7958+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AC7958_ROD/PIPE-DEPTH: 6.4 meters
 AC7958_SLEEVE-DEPTH  : 1.8 meters
 AC7958
 AC7958  HISTORY     - Date     Condition        Report By
 AC7958  HISTORY     - 1995     MONUMENTED       SDDT
 AC7958  HISTORY     - 19960314 GOOD             SDDT
 AC7958  HISTORY     - 19960927 GOOD             NGS
 AC7958  HISTORY     - 19970515 GOOD             NGS
 AC7958
 AC7958                          STATION DESCRIPTION
 AC7958
 AC7958'DESCRIBED BY SD DEPT OF TRANSP 1996 (GAS)
 AC7958'20.8 KM (12.90 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AC7958'STATE HIGHWAY 45 IN IPSWICH, 68.1 M (223.4 FT) EAST OF MILEPOST 276,
 AC7958'29.2 M (95.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.3 M (60.0 FT)
 AC7958'WEST OF THE CENTERLINE 0F 371 AVENUE, 1.3 M (4.3 FT) BELOW THE LEVEL
 AC7958'OF THE HIGHWAY, 1.1 M (3.6 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH
 AC7958'OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, AND
 AC7958'NEAR THE CENTER OF 3 BRACED FENCE POSTS.  NOTE--THE DATUM POINT IS A
 AC7958'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AC7958'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC7958'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AC7958'MONUMENT IS A SOUTH DAKOTA HARN STATION.
 AC7958
 AC7958                          STATION RECOVERY (1996)
 AC7958
 AC7958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7958'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF IPSWICH AND 1.0
 AC7958'MI (1.6 KM) NORTHEAST OF MINA, ON U.S. HIGHWAY 12.  OWNERSHIP--THE
 AC7958'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE WEST END OF THE
 AC7958'RAILROAD OVERPASS ON U.S. HIGHWAY 12 IN MINA, GO WEST 0.6 MI (1.0 KM)
 AC7958'TO THE JUNCTION OF COUNTY ROAD 17 AND THE STATION ON THE RIGHT.  THE
 AC7958'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7958'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7958'LOCATED 97.0 FT (29.6 M) NORTH OF THE HIGHWAY CENTERLINE, 61.0 FT
 AC7958'(18.6 M) WEST FROM THE CENTER THE ROAD, 2.0 FT (0.6 M) SOUTH OF A
 AC7958'WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) NORTH OF A METAL GUARD
 AC7958'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7958'AND THEN A 4-INCH PVC CAP.
 AC7958
 AC7958                          STATION RECOVERY (1997)
 AC7958
 AC7958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7958'THE STATION IS LOCATED ABOUT 21.0 KM (13.05 MI) EAST OF IPSWICH, 1.0
 AC7958'KM (0.60 MI) NORTHWEST OF MINA, 0.8 KM (0.50 MI) WEST OF LAKE MINA,
 AC7958'AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION
 AC7958'OF U.S.  HIGHWAY 12 AND STATE HIGHWAY 45 IN IPSWICH, GO EASTERLY ON
 AC7958'U.S.  HIGHWAY 12 FOR 20.8 KM (12.90 MI) TO THE STATION ON THE LEFT. IT
 AC7958'IS 68.1 M (223.4 FT) EAST OF HIGHWAY MILEPOST 276, 29.2 M (95.8 FT)
 AC7958'NORTH OF THE HIGHWAY CENTERLINE, 18.3 M (60.0 FT) WEST OF THE CENTER
 AC7958'OF 371 AVENUE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0
 AC7958'FT) NORTH OF A METAL GUARD POST.  THE DATUM POINT IS A PUNCH MARK ON
 AC7958'TOP OF A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AC7958'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AC7958'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7958'NOTE--THIS MONUMENT WAS USED AS A SOUTH DAKOTA HARN STATION IN 1996
 AC7958'AND WAS DESIGNATED 12 376.02 AND STAMPED 12-376.02 1995 IN ERROR.  THE
 AC7958'STAMPING AND DESIGNATION WERE CORRECTED AT THIS TIME AND ARE AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9633 ***********************************************************************
 AE9633  DESIGNATION -  12 278.02
 AE9633  PID         -  AE9633
 AE9633  STATE/COUNTY-  SD/EDMUNDS
 AE9633  COUNTRY     -  US
 AE9633  USGS QUAD   -  LAKE PARMLEY (2017)
 AE9633
 AE9633                         *CURRENT SURVEY CONTROL
 AE9633  ______________________________________________________________________
 AE9633* NAD 83(1986) POSITION- 45 26 12.     (N) 098 43 42.     (W)   SCALED
 AE9633* NAVD 88 ORTHO HEIGHT -   433.825 (meters)     1423.31  (feet) ADJUSTED
 AE9633  ______________________________________________________________________
 AE9633  GEOID HEIGHT    -        -24.018 (meters)                     GEOID18
 AE9633  DYNAMIC HEIGHT  -        433.794 (meters)     1423.21  (feet) COMP
 AE9633  MODELED GRAVITY -    980,531.0   (mgal)                       NAVD 88
 AE9633
 AE9633  VERT ORDER      -  FIRST     CLASS II
 AE9633
 AE9633.The horizontal coordinates were scaled from a map and have
 AE9633.an estimated accuracy of +/- 6 seconds.
 AE9633
 AE9633.The orthometric height was determined by differential leveling and
 AE9633.adjusted by the NATIONAL GEODETIC SURVEY
 AE9633.in July 1998.
 AE9633
 AE9633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9633.GEOID18 height accuracy estimate available here.
 AE9633
 AE9633.Click photographs - Photos may exist for this station.
 AE9633
 AE9633.The dynamic height is computed by dividing the NAVD 88
 AE9633.geopotential number by the normal gravity value computed on the
 AE9633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9633.degrees latitude (g = 980.6199 gals.).
 AE9633
 AE9633.The modeled gravity was interpolated from observed gravity values.
 AE9633
 AE9633;                    North         East    Units  Estimated Accuracy
 AE9633;SPC SD N     -   178,950.      699,490.      MT  (+/- 180 meters Scaled)
 AE9633
 AE9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR212314(NAD 83)
 AE9633
 AE9633                          SUPERSEDED SURVEY CONTROL
 AE9633
 AE9633.No superseded survey control is available for this station.
 AE9633
 AE9633_MARKER: DD = SURVEY DISK
 AE9633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9633_STAMPING: 12-278.02 1996
 AE9633_MARK LOGO: SDDT
 AE9633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9633+STABILITY: SURFACE MOTION
 AE9633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9633+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9633
 AE9633  HISTORY     - Date     Condition        Report By
 AE9633  HISTORY     - 1996     MONUMENTED       SDDT
 AE9633  HISTORY     - 19970314 GOOD             NGS
 AE9633
 AE9633                          STATION DESCRIPTION
 AE9633
 AE9633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9633'17.0 KM (10.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST
 AE9633'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 32.0 M (105.0 FT) SOUTHEAST
 AE9633'OF MILEPOST 278, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.9
 AE9633'M (16.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT)
 AE9633'NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AE9633'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9634 ***********************************************************************
 AE9634  DESIGNATION -  12 279.02
 AE9634  PID         -  AE9634
 AE9634  STATE/COUNTY-  SD/BROWN
 AE9634  COUNTRY     -  US
 AE9634  USGS QUAD   -  LAKE PARMLEY (2017)
 AE9634
 AE9634                         *CURRENT SURVEY CONTROL
 AE9634  ______________________________________________________________________
 AE9634* NAD 83(1986) POSITION- 45 26 26.     (N) 098 42 32.     (W)   SCALED
 AE9634* NAVD 88 ORTHO HEIGHT -   431.545 (meters)     1415.83  (feet) ADJUSTED
 AE9634  ______________________________________________________________________
 AE9634  GEOID HEIGHT    -        -24.046 (meters)                     GEOID18
 AE9634  DYNAMIC HEIGHT  -        431.515 (meters)     1415.73  (feet) COMP
 AE9634  MODELED GRAVITY -    980,531.9   (mgal)                       NAVD 88
 AE9634
 AE9634  VERT ORDER      -  FIRST     CLASS II
 AE9634
 AE9634.The horizontal coordinates were scaled from a map and have
 AE9634.an estimated accuracy of +/- 6 seconds.
 AE9634
 AE9634.The orthometric height was determined by differential leveling and
 AE9634.adjusted by the NATIONAL GEODETIC SURVEY
 AE9634.in July 1998.
 AE9634
 AE9634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9634.GEOID18 height accuracy estimate available here.
 AE9634
 AE9634.Click photographs - Photos may exist for this station.
 AE9634
 AE9634.The dynamic height is computed by dividing the NAVD 88
 AE9634.geopotential number by the normal gravity value computed on the
 AE9634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9634.degrees latitude (g = 980.6199 gals.).
 AE9634
 AE9634.The modeled gravity was interpolated from observed gravity values.
 AE9634
 AE9634;                    North         East    Units  Estimated Accuracy
 AE9634;SPC SD N     -   179,410.      701,010.      MT  (+/- 180 meters Scaled)
 AE9634
 AE9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR227319(NAD 83)
 AE9634
 AE9634                          SUPERSEDED SURVEY CONTROL
 AE9634
 AE9634.No superseded survey control is available for this station.
 AE9634
 AE9634_MARKER: DD = SURVEY DISK
 AE9634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9634_STAMPING: 12-279.02 1996
 AE9634_MARK LOGO: SDDT
 AE9634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9634+STABILITY: SURFACE MOTION
 AE9634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9634+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9634
 AE9634  HISTORY     - Date     Condition        Report By
 AE9634  HISTORY     - 1996     MONUMENTED       SDDT
 AE9634  HISTORY     - 19970314 GOOD             NGS
 AE9634
 AE9634                          STATION DESCRIPTION
 AE9634
 AE9634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9634'15.4 KM (9.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST
 AE9634'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 31.2 M (102.4 FT) SOUTHEAST
 AE9634'OF MILEPOST 279, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6
 AE9634'M (2.0 FT) SOUTH OF A WITNESS POST AND T-FENCE CORNER, 0.3 M (1.0 FT)
 AE9634'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9634'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9635 ***********************************************************************
 AE9635  DESIGNATION -  12 280.28
 AE9635  PID         -  AE9635
 AE9635  STATE/COUNTY-  SD/BROWN
 AE9635  COUNTRY     -  US
 AE9635  USGS QUAD   -  LAKE PARMLEY (2017)
 AE9635
 AE9635                         *CURRENT SURVEY CONTROL
 AE9635  ______________________________________________________________________
 AE9635* NAD 83(1986) POSITION- 45 26 33.     (N) 098 40 58.     (W)   SCALED
 AE9635* NAVD 88 ORTHO HEIGHT -   427.571 (meters)     1402.79  (feet) ADJUSTED
 AE9635  ______________________________________________________________________
 AE9635  GEOID HEIGHT    -        -24.085 (meters)                     GEOID18
 AE9635  DYNAMIC HEIGHT  -        427.541 (meters)     1402.69  (feet) COMP
 AE9635  MODELED GRAVITY -    980,533.0   (mgal)                       NAVD 88
 AE9635
 AE9635  VERT ORDER      -  FIRST     CLASS II
 AE9635
 AE9635.The horizontal coordinates were scaled from a map and have
 AE9635.an estimated accuracy of +/- 6 seconds.
 AE9635
 AE9635.The orthometric height was determined by differential leveling and
 AE9635.adjusted by the NATIONAL GEODETIC SURVEY
 AE9635.in July 1998.
 AE9635
 AE9635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9635.GEOID18 height accuracy estimate available here.
 AE9635
 AE9635.Click photographs - Photos may exist for this station.
 AE9635
 AE9635.The dynamic height is computed by dividing the NAVD 88
 AE9635.geopotential number by the normal gravity value computed on the
 AE9635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9635.degrees latitude (g = 980.6199 gals.).
 AE9635
 AE9635.The modeled gravity was interpolated from observed gravity values.
 AE9635
 AE9635;                    North         East    Units  Estimated Accuracy
 AE9635;SPC SD N     -   179,660.      703,050.      MT  (+/- 180 meters Scaled)
 AE9635
 AE9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR248321(NAD 83)
 AE9635
 AE9635                          SUPERSEDED SURVEY CONTROL
 AE9635
 AE9635.No superseded survey control is available for this station.
 AE9635
 AE9635_MARKER: DB = BENCH MARK DISK
 AE9635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9635_STAMPING: 12-280.28
 AE9635_MARK LOGO: SDHD
 AE9635_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9635+STABILITY: SURFACE MOTION
 AE9635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9635+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9635
 AE9635  HISTORY     - Date     Condition        Report By
 AE9635  HISTORY     - UNK      MONUMENTED       SDHD
 AE9635  HISTORY     - 19970314 GOOD             NGS
 AE9635
 AE9635                          STATION DESCRIPTION
 AE9635
 AE9635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9635'13.4 KM (8.30 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST
 AE9635'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 447.0 M (1466.5 FT) EAST OF
 AE9635'MILEPOST 280, 45.5 M (149.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.6
 AE9635'M (47.9 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AE9635'RAILROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 AE9635'THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A METAL GUARD POST,
 AE9635'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9636 ***********************************************************************
 AE9636  DESIGNATION -  12 281.38
 AE9636  PID         -  AE9636
 AE9636  STATE/COUNTY-  SD/BROWN
 AE9636  COUNTRY     -  US
 AE9636  USGS QUAD   -  LAKE PARMLEY (2017)
 AE9636
 AE9636                         *CURRENT SURVEY CONTROL
 AE9636  ______________________________________________________________________
 AE9636* NAD 83(1986) POSITION- 45 26 39.     (N) 098 39 37.     (W)   SCALED
 AE9636* NAVD 88 ORTHO HEIGHT -   424.600 (meters)     1393.04  (feet) ADJUSTED
 AE9636  ______________________________________________________________________
 AE9636  GEOID HEIGHT    -        -24.119 (meters)                     GEOID18
 AE9636  DYNAMIC HEIGHT  -        424.570 (meters)     1392.94  (feet) COMP
 AE9636  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 AE9636
 AE9636  VERT ORDER      -  FIRST     CLASS II
 AE9636
 AE9636.The horizontal coordinates were scaled from a map and have
 AE9636.an estimated accuracy of +/- 6 seconds.
 AE9636
 AE9636.The orthometric height was determined by differential leveling and
 AE9636.adjusted by the NATIONAL GEODETIC SURVEY
 AE9636.in July 1998.
 AE9636
 AE9636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9636.GEOID18 height accuracy estimate available here.
 AE9636
 AE9636.Click photographs - Photos may exist for this station.
 AE9636
 AE9636.The dynamic height is computed by dividing the NAVD 88
 AE9636.geopotential number by the normal gravity value computed on the
 AE9636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9636.degrees latitude (g = 980.6199 gals.).
 AE9636
 AE9636.The modeled gravity was interpolated from observed gravity values.
 AE9636
 AE9636;                    North         East    Units  Estimated Accuracy
 AE9636;SPC SD N     -   179,870.      704,810.      MT  (+/- 180 meters Scaled)
 AE9636
 AE9636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR265323(NAD 83)
 AE9636
 AE9636                          SUPERSEDED SURVEY CONTROL
 AE9636
 AE9636.No superseded survey control is available for this station.
 AE9636
 AE9636_MARKER: DD = SURVEY DISK
 AE9636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9636_STAMPING: 12-281.38 1996
 AE9636_MARK LOGO: SDDT
 AE9636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9636+STABILITY: SURFACE MOTION
 AE9636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9636+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9636
 AE9636  HISTORY     - Date     Condition        Report By
 AE9636  HISTORY     - 1996     MONUMENTED       SDDT
 AE9636  HISTORY     - 19970314 GOOD             NGS
 AE9636
 AE9636                          STATION DESCRIPTION
 AE9636
 AE9636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9636'11.6 KM (7.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST
 AE9636'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 610.0 M (2001.3 FT) EAST OF
 AE9636'MILEPOST 281, 50.3 M (165.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.8 M
 AE9636'(32.2 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 AE9636'4.6 M (15.1 FT) WEST OF THE CENTER OF 377 AVENUE, 0.5 M (1.6 FT) BELOW
 AE9636'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND
 AE9636'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9637 ***********************************************************************
 AE9637  DESIGNATION -  12 282.38
 AE9637  PID         -  AE9637
 AE9637  STATE/COUNTY-  SD/BROWN
 AE9637  COUNTRY     -  US
 AE9637  USGS QUAD   -  LAKE PARMLEY (2017)
 AE9637
 AE9637                         *CURRENT SURVEY CONTROL
 AE9637  ______________________________________________________________________
 AE9637* NAD 83(1986) POSITION- 45 26 43.     (N) 098 38 23.     (W)   SCALED
 AE9637* NAVD 88 ORTHO HEIGHT -   422.796 (meters)     1387.12  (feet) ADJUSTED
 AE9637  ______________________________________________________________________
 AE9637  GEOID HEIGHT    -        -24.149 (meters)                     GEOID18
 AE9637  DYNAMIC HEIGHT  -        422.767 (meters)     1387.03  (feet) COMP
 AE9637  MODELED GRAVITY -    980,534.9   (mgal)                       NAVD 88
 AE9637
 AE9637  VERT ORDER      -  FIRST     CLASS II
 AE9637
 AE9637.The horizontal coordinates were scaled from a map and have
 AE9637.an estimated accuracy of +/- 6 seconds.
 AE9637
 AE9637.The orthometric height was determined by differential leveling and
 AE9637.adjusted by the NATIONAL GEODETIC SURVEY
 AE9637.in July 1998.
 AE9637
 AE9637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9637.GEOID18 height accuracy estimate available here.
 AE9637
 AE9637.Click photographs - Photos may exist for this station.
 AE9637
 AE9637.The dynamic height is computed by dividing the NAVD 88
 AE9637.geopotential number by the normal gravity value computed on the
 AE9637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9637.degrees latitude (g = 980.6199 gals.).
 AE9637
 AE9637.The modeled gravity was interpolated from observed gravity values.
 AE9637
 AE9637;                    North         East    Units  Estimated Accuracy
 AE9637;SPC SD N     -   180,020.      706,410.      MT  (+/- 180 meters Scaled)
 AE9637
 AE9637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR281324(NAD 83)
 AE9637
 AE9637                          SUPERSEDED SURVEY CONTROL
 AE9637
 AE9637.No superseded survey control is available for this station.
 AE9637
 AE9637_MARKER: Z = SEE DESCRIPTION
 AE9637_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9637_STAMPING: 12-282.38 1996
 AE9637_MARK LOGO: NGS
 AE9637_PROJECTION: FLUSH
 AE9637_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9637+STABILITY: POSITION/ELEVATION WELL
 AE9637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9637+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9637_ROD/PIPE-DEPTH: 6.4 meters
 AE9637_SLEEVE-DEPTH  : 1.8 meters
 AE9637
 AE9637  HISTORY     - Date     Condition        Report By
 AE9637  HISTORY     - 1996     MONUMENTED       SDDT
 AE9637  HISTORY     - 19970314 GOOD             NGS
 AE9637
 AE9637                          STATION DESCRIPTION
 AE9637
 AE9637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9637'10.0 KM (6.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST
 AE9637'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 687.0 M (2253.9 FT) EAST OF
 AE9637'MILEPOST 282, 114.3 M (375.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 52.1
 AE9637'M (170.9 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AE9637'RAILROAD, 14.6 M (47.9 FT) WEST OF THE CENTER OF 378TH AVENUE, 2.4 M
 AE9637'(7.9 FT) WEST OF A FENCE CORNER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 AE9637'HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 AE9637'METAL GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 AE9637'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AE9637'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9637'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9637'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9638 ***********************************************************************
 AE9638  DESIGNATION -  12 283.39
 AE9638  PID         -  AE9638
 AE9638  STATE/COUNTY-  SD/BROWN
 AE9638  COUNTRY     -  US
 AE9638  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9638
 AE9638                         *CURRENT SURVEY CONTROL
 AE9638  ______________________________________________________________________
 AE9638* NAD 83(1986) POSITION- 45 26 46.     (N) 098 37 10.     (W)   SCALED
 AE9638* NAVD 88 ORTHO HEIGHT -   417.787 (meters)     1370.69  (feet) ADJUSTED
 AE9638  ______________________________________________________________________
 AE9638  GEOID HEIGHT    -        -24.181 (meters)                     GEOID18
 AE9638  DYNAMIC HEIGHT  -        417.758 (meters)     1370.59  (feet) COMP
 AE9638  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 AE9638
 AE9638  VERT ORDER      -  FIRST     CLASS II
 AE9638
 AE9638.The horizontal coordinates were scaled from a map and have
 AE9638.an estimated accuracy of +/- 6 seconds.
 AE9638
 AE9638.The orthometric height was determined by differential leveling and
 AE9638.adjusted by the NATIONAL GEODETIC SURVEY
 AE9638.in July 1998.
 AE9638
 AE9638.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9638.GEOID18 height accuracy estimate available here.
 AE9638
 AE9638.Click photographs - Photos may exist for this station.
 AE9638
 AE9638.The dynamic height is computed by dividing the NAVD 88
 AE9638.geopotential number by the normal gravity value computed on the
 AE9638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9638.degrees latitude (g = 980.6199 gals.).
 AE9638
 AE9638.The modeled gravity was interpolated from observed gravity values.
 AE9638
 AE9638;                    North         East    Units  Estimated Accuracy
 AE9638;SPC SD N     -   180,140.      708,000.      MT  (+/- 180 meters Scaled)
 AE9638
 AE9638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR297325(NAD 83)
 AE9638
 AE9638                          SUPERSEDED SURVEY CONTROL
 AE9638
 AE9638.No superseded survey control is available for this station.
 AE9638
 AE9638_MARKER: DD = SURVEY DISK
 AE9638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9638_STAMPING: 12-283.39 1996
 AE9638_MARK LOGO: SDDT
 AE9638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9638+STABILITY: SURFACE MOTION
 AE9638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9638+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9638
 AE9638  HISTORY     - Date     Condition        Report By
 AE9638  HISTORY     - 1996     MONUMENTED       SDDT
 AE9638  HISTORY     - 19970314 GOOD             NGS
 AE9638
 AE9638                          STATION DESCRIPTION
 AE9638
 AE9638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9638'8.4 KM (5.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 AE9638'OF U.S. HIGHWAY 281 IN OF ABERDEEN, 634.0 M (2080.0 FT) EAST OF
 AE9638'MILEPOST 283, 53.3 M (174.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.9
 AE9638'M (39.0 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AE9638'RAILROAD, 5.5 M (18.0 FT) WEST OF THE CENTER OF 379 AVENUE, 0.5 M (1.6
 AE9638'FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9638'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9639 ***********************************************************************
 AE9639  DESIGNATION -  12 283.98
 AE9639  PID         -  AE9639
 AE9639  STATE/COUNTY-  SD/BROWN
 AE9639  COUNTRY     -  US
 AE9639  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9639
 AE9639                         *CURRENT SURVEY CONTROL
 AE9639  ______________________________________________________________________
 AE9639* NAD 83(1986) POSITION- 45 26 49.     (N) 098 36 21.     (W)   SCALED
 AE9639* NAVD 88 ORTHO HEIGHT -   417.211 (meters)     1368.80  (feet) ADJUSTED
 AE9639  ______________________________________________________________________
 AE9639  GEOID HEIGHT    -        -24.203 (meters)                     GEOID18
 AE9639  DYNAMIC HEIGHT  -        417.182 (meters)     1368.70  (feet) COMP
 AE9639  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 AE9639
 AE9639  VERT ORDER      -  FIRST     CLASS II
 AE9639
 AE9639.The horizontal coordinates were scaled from a map and have
 AE9639.an estimated accuracy of +/- 6 seconds.
 AE9639
 AE9639.The orthometric height was determined by differential leveling and
 AE9639.adjusted by the NATIONAL GEODETIC SURVEY
 AE9639.in July 1998.
 AE9639
 AE9639.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9639.GEOID18 height accuracy estimate available here.
 AE9639
 AE9639.Click photographs - Photos may exist for this station.
 AE9639
 AE9639.The dynamic height is computed by dividing the NAVD 88
 AE9639.geopotential number by the normal gravity value computed on the
 AE9639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9639.degrees latitude (g = 980.6199 gals.).
 AE9639
 AE9639.The modeled gravity was interpolated from observed gravity values.
 AE9639
 AE9639;                    North         East    Units  Estimated Accuracy
 AE9639;SPC SD N     -   180,250.      709,060.      MT  (+/- 180 meters Scaled)
 AE9639
 AE9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR308326(NAD 83)
 AE9639
 AE9639                          SUPERSEDED SURVEY CONTROL
 AE9639
 AE9639.No superseded survey control is available for this station.
 AE9639
 AE9639_MARKER: DB = BENCH MARK DISK
 AE9639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9639_STAMPING: 12-283.98
 AE9639_MARK LOGO: SDHD
 AE9639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9639+STABILITY: SURFACE MOTION
 AE9639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9639+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9639
 AE9639  HISTORY     - Date     Condition        Report By
 AE9639  HISTORY     - UNK      MONUMENTED       SDHD
 AE9639  HISTORY     - 19970314 GOOD             NGS
 AE9639
 AE9639                          STATION DESCRIPTION
 AE9639
 AE9639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9639'7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 AE9639'OF U.S. HIGHWAY 281 IN ABERDEEN, 42.8 M (140.4 FT) NORTH OF THE
 AE9639'HIGHWAY CENTERLINE, 38.2 M (125.3 FT) NORTHWEST OF MILEPOST 284, 21.0
 AE9639'M (68.9 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AE9639'RAILROAD, 17.1 M (56.1 FT) SOUTHWEST OF VENT PIPE NUMBER 516, 0.8 M
 AE9639'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AE9639'WITNESS POST, 0.2 M (0.7 FT) WEST OF A METAL GUARD POST, AND THE
 AE9639'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9640 ***********************************************************************
 AE9640  DESIGNATION -  12 284.90
 AE9640  PID         -  AE9640
 AE9640  STATE/COUNTY-  SD/BROWN
 AE9640  COUNTRY     -  US
 AE9640  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9640
 AE9640                         *CURRENT SURVEY CONTROL
 AE9640  ______________________________________________________________________
 AE9640* NAD 83(1986) POSITION- 45 26 49.     (N) 098 35 13.     (W)   SCALED
 AE9640* NAVD 88 ORTHO HEIGHT -   412.078 (meters)     1351.96  (feet) ADJUSTED
 AE9640  ______________________________________________________________________
 AE9640  GEOID HEIGHT    -        -24.235 (meters)                     GEOID18
 AE9640  DYNAMIC HEIGHT  -        412.051 (meters)     1351.87  (feet) COMP
 AE9640  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 AE9640
 AE9640  VERT ORDER      -  FIRST     CLASS II
 AE9640
 AE9640.The horizontal coordinates were scaled from a map and have
 AE9640.an estimated accuracy of +/- 6 seconds.
 AE9640
 AE9640.The orthometric height was determined by differential leveling and
 AE9640.adjusted by the NATIONAL GEODETIC SURVEY
 AE9640.in July 1998.
 AE9640
 AE9640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9640.GEOID18 height accuracy estimate available here.
 AE9640
 AE9640.Click photographs - Photos may exist for this station.
 AE9640
 AE9640.The dynamic height is computed by dividing the NAVD 88
 AE9640.geopotential number by the normal gravity value computed on the
 AE9640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9640.degrees latitude (g = 980.6199 gals.).
 AE9640
 AE9640.The modeled gravity was interpolated from observed gravity values.
 AE9640
 AE9640;                    North         East    Units  Estimated Accuracy
 AE9640;SPC SD N     -   180,280.      710,540.      MT  (+/- 180 meters Scaled)
 AE9640
 AE9640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR323326(NAD 83)
 AE9640
 AE9640                          SUPERSEDED SURVEY CONTROL
 AE9640
 AE9640.No superseded survey control is available for this station.
 AE9640
 AE9640_MARKER: DD = SURVEY DISK
 AE9640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9640_STAMPING: 12-284.90 1996
 AE9640_MARK LOGO: SDDT
 AE9640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9640+STABILITY: SURFACE MOTION
 AE9640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9640+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9640
 AE9640  HISTORY     - Date     Condition        Report By
 AE9640  HISTORY     - 1996     MONUMENTED       SDDT
 AE9640  HISTORY     - 19970314 GOOD             NGS
 AE9640
 AE9640                          STATION DESCRIPTION
 AE9640
 AE9640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9640'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 AE9640'OF U.S. HIGHWAY 281 IN ABERDEEN, 154.0 M (505.2 FT) WEST OF MILEPOST
 AE9640'285, 33.6 M (110.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 AE9640'OF THE HIGHWAY, 7.6 M (24.9 FT) EAST OF THE CENTER OF A FIELD
 AE9640'ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AE9640'FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND THE
 AE9640'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9641 ***********************************************************************
 AE9641  DESIGNATION -  12 285.90
 AE9641  PID         -  AE9641
 AE9641  STATE/COUNTY-  SD/BROWN
 AE9641  COUNTRY     -  US
 AE9641  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9641
 AE9641                         *CURRENT SURVEY CONTROL
 AE9641  ______________________________________________________________________
 AE9641* NAD 83(1986) POSITION- 45 26 50.     (N) 098 34 04.     (W)   SCALED
 AE9641* NAVD 88 ORTHO HEIGHT -   406.600 (meters)     1333.99  (feet) ADJUSTED
 AE9641  ______________________________________________________________________
 AE9641  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 AE9641  DYNAMIC HEIGHT  -        406.572 (meters)     1333.90  (feet) COMP
 AE9641  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 AE9641
 AE9641  VERT ORDER      -  FIRST     CLASS II
 AE9641
 AE9641.The horizontal coordinates were scaled from a map and have
 AE9641.an estimated accuracy of +/- 6 seconds.
 AE9641
 AE9641.The orthometric height was determined by differential leveling and
 AE9641.adjusted by the NATIONAL GEODETIC SURVEY
 AE9641.in July 1998.
 AE9641
 AE9641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9641.GEOID18 height accuracy estimate available here.
 AE9641
 AE9641.Click photographs - Photos may exist for this station.
 AE9641
 AE9641.The dynamic height is computed by dividing the NAVD 88
 AE9641.geopotential number by the normal gravity value computed on the
 AE9641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9641.degrees latitude (g = 980.6199 gals.).
 AE9641
 AE9641.The modeled gravity was interpolated from observed gravity values.
 AE9641
 AE9641;                    North         East    Units  Estimated Accuracy
 AE9641;SPC SD N     -   180,330.      712,030.      MT  (+/- 180 meters Scaled)
 AE9641
 AE9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR337327(NAD 83)
 AE9641
 AE9641                          SUPERSEDED SURVEY CONTROL
 AE9641
 AE9641.No superseded survey control is available for this station.
 AE9641
 AE9641_MARKER: DD = SURVEY DISK
 AE9641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9641_STAMPING: 12-285.90 1996
 AE9641_MARK LOGO: SDDT
 AE9641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9641+STABILITY: SURFACE MOTION
 AE9641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9641+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9641
 AE9641  HISTORY     - Date     Condition        Report By
 AE9641  HISTORY     - 1996     MONUMENTED       SDDT
 AE9641  HISTORY     - 19970314 GOOD             NGS
 AE9641
 AE9641                          STATION DESCRIPTION
 AE9641
 AE9641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9641'4.3 KM (2.65 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 AE9641'OF U.S. HIGHWAY 281 IN ABERDEEN, 157.0 M (515.1 FT) WEST OF MILEPOST
 AE9641'286, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT)
 AE9641'WEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL
 AE9641'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND THE CENTER
 AE9641'OF 3 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9641'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9642 ***********************************************************************
 AE9642  DESIGNATION -  12 286.97
 AE9642  PID         -  AE9642
 AE9642  STATE/COUNTY-  SD/BROWN
 AE9642  COUNTRY     -  US
 AE9642  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9642
 AE9642                         *CURRENT SURVEY CONTROL
 AE9642  ______________________________________________________________________
 AE9642* NAD 83(1986) POSITION- 45 27 11.     (N) 098 32 50.     (W)   SCALED
 AE9642* NAVD 88 ORTHO HEIGHT -   402.845 (meters)     1321.67  (feet) ADJUSTED
 AE9642  ______________________________________________________________________
 AE9642  GEOID HEIGHT    -        -24.305 (meters)                     GEOID18
 AE9642  DYNAMIC HEIGHT  -        402.818 (meters)     1321.58  (feet) COMP
 AE9642  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 AE9642
 AE9642  VERT ORDER      -  FIRST     CLASS II
 AE9642
 AE9642.The horizontal coordinates were scaled from a map and have
 AE9642.an estimated accuracy of +/- 6 seconds.
 AE9642
 AE9642.The orthometric height was determined by differential leveling and
 AE9642.adjusted by the NATIONAL GEODETIC SURVEY
 AE9642.in July 1998.
 AE9642
 AE9642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9642.GEOID18 height accuracy estimate available here.
 AE9642
 AE9642.Click photographs - Photos may exist for this station.
 AE9642
 AE9642.The dynamic height is computed by dividing the NAVD 88
 AE9642.geopotential number by the normal gravity value computed on the
 AE9642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9642.degrees latitude (g = 980.6199 gals.).
 AE9642
 AE9642.The modeled gravity was interpolated from observed gravity values.
 AE9642
 AE9642;                    North         East    Units  Estimated Accuracy
 AE9642;SPC SD N     -   181,010.      713,630.      MT  (+/- 180 meters Scaled)
 AE9642
 AE9642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR354333(NAD 83)
 AE9642
 AE9642                          SUPERSEDED SURVEY CONTROL
 AE9642
 AE9642.No superseded survey control is available for this station.
 AE9642
 AE9642_MARKER: Z = SEE DESCRIPTION
 AE9642_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9642_STAMPING: 12-286.97 1996
 AE9642_MARK LOGO: NGS
 AE9642_PROJECTION: FLUSH
 AE9642_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9642+STABILITY: POSITION/ELEVATION WELL
 AE9642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9642+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9642_ROD/PIPE-DEPTH: 6.4 meters
 AE9642_SLEEVE-DEPTH  : 1.8 meters
 AE9642
 AE9642  HISTORY     - Date     Condition        Report By
 AE9642  HISTORY     - 1996     MONUMENTED       SDDT
 AE9642  HISTORY     - 19970314 GOOD             NGS
 AE9642
 AE9642                          STATION DESCRIPTION
 AE9642
 AE9642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9642'2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 AE9642'OF U.S. HIGHWAY 281 IN ABERDEEN, 41.6 M (136.5 FT) NORTHWEST OF
 AE9642'MILEPOST 287, 33.7 M (110.6 FT) NORTH OF THE OF CENTERLINE OF THE
 AE9642'WESTBOUND LANES OF THE HIGHWAY, 12.8 M (42.0 FT) WEST OF THE CENTER OF
 AE9642'A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AE9642'(1.3 FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) NORTH OF A METAL
 AE9642'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED
 AE9642'TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AE9642'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9642'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9643 ***********************************************************************
 AE9643  DESIGNATION -  12 287.80
 AE9643  PID         -  AE9643
 AE9643  STATE/COUNTY-  SD/BROWN
 AE9643  COUNTRY     -  US
 AE9643  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9643
 AE9643                         *CURRENT SURVEY CONTROL
 AE9643  ______________________________________________________________________
 AE9643* NAD 83(1986) POSITION- 45 27 27.     (N) 098 31 49.     (W)   SCALED
 AE9643* NAVD 88 ORTHO HEIGHT -   401.332 (meters)     1316.70  (feet) ADJUSTED
 AE9643  ______________________________________________________________________
 AE9643  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AE9643  DYNAMIC HEIGHT  -        401.306 (meters)     1316.62  (feet) COMP
 AE9643  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 AE9643
 AE9643  VERT ORDER      -  FIRST     CLASS II
 AE9643
 AE9643.The horizontal coordinates were scaled from a map and have
 AE9643.an estimated accuracy of +/- 6 seconds.
 AE9643
 AE9643.The orthometric height was determined by differential leveling and
 AE9643.adjusted by the NATIONAL GEODETIC SURVEY
 AE9643.in July 1998.
 AE9643
 AE9643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9643.GEOID18 height accuracy estimate available here.
 AE9643
 AE9643.Click photographs - Photos may exist for this station.
 AE9643
 AE9643.The dynamic height is computed by dividing the NAVD 88
 AE9643.geopotential number by the normal gravity value computed on the
 AE9643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9643.degrees latitude (g = 980.6199 gals.).
 AE9643
 AE9643.The modeled gravity was interpolated from observed gravity values.
 AE9643
 AE9643;                    North         East    Units  Estimated Accuracy
 AE9643;SPC SD N     -   181,530.      714,950.      MT  (+/- 180 meters Scaled)
 AE9643
 AE9643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR367338(NAD 83)
 AE9643
 AE9643                          SUPERSEDED SURVEY CONTROL
 AE9643
 AE9643.No superseded survey control is available for this station.
 AE9643
 AE9643_MARKER: DB = BENCH MARK DISK
 AE9643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9643_SP_SET: GUARDRAIL
 AE9643_STAMPING: 12-287.80
 AE9643_MARK LOGO: SDHD
 AE9643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9643+STABILITY: SURFACE MOTION
 AE9643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9643+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9643
 AE9643  HISTORY     - Date     Condition        Report By
 AE9643  HISTORY     - UNK      MONUMENTED       SDHD
 AE9643  HISTORY     - 19970314 GOOD             NGS
 AE9643
 AE9643                          STATION DESCRIPTION
 AE9643
 AE9643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9643'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 AE9643'OF U.S. HIGHWAY 281 IN ABERDEEN, IN TOP OF AND 1.1 M (3.6 FT) EAST OF
 AE9643'THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF THE EASTBOUND HIGHWAY
 AE9643'BRIDGE SPANNING FOOT CREEK, 150.0 M (492.1 FT) WEST OF MILEPOST 288,
 AE9643'7.1 M (23.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE9643'HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9644 ***********************************************************************
 AE9644  DESIGNATION -  12 287.89
 AE9644  PID         -  AE9644
 AE9644  STATE/COUNTY-  SD/BROWN
 AE9644  COUNTRY     -  US
 AE9644  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9644
 AE9644                         *CURRENT SURVEY CONTROL
 AE9644  ______________________________________________________________________
 AE9644* NAD 83(1986) POSITION- 45 27 29.     (N) 098 31 46.     (W)   SCALED
 AE9644* NAVD 88 ORTHO HEIGHT -   401.507 (meters)     1317.28  (feet) ADJUSTED
 AE9644  ______________________________________________________________________
 AE9644  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 AE9644  DYNAMIC HEIGHT  -        401.480 (meters)     1317.19  (feet) COMP
 AE9644  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 AE9644
 AE9644  VERT ORDER      -  FIRST     CLASS II
 AE9644
 AE9644.The horizontal coordinates were scaled from a map and have
 AE9644.an estimated accuracy of +/- 6 seconds.
 AE9644
 AE9644.The orthometric height was determined by differential leveling and
 AE9644.adjusted by the NATIONAL GEODETIC SURVEY
 AE9644.in July 1998.
 AE9644
 AE9644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9644.GEOID18 height accuracy estimate available here.
 AE9644
 AE9644.Click photographs - Photos may exist for this station.
 AE9644
 AE9644.The dynamic height is computed by dividing the NAVD 88
 AE9644.geopotential number by the normal gravity value computed on the
 AE9644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9644.degrees latitude (g = 980.6199 gals.).
 AE9644
 AE9644.The modeled gravity was interpolated from observed gravity values.
 AE9644
 AE9644;                    North         East    Units  Estimated Accuracy
 AE9644;SPC SD N     -   181,590.      715,010.      MT  (+/- 180 meters Scaled)
 AE9644
 AE9644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR367339(NAD 83)
 AE9644
 AE9644                          SUPERSEDED SURVEY CONTROL
 AE9644
 AE9644.No superseded survey control is available for this station.
 AE9644
 AE9644_MARKER: DB = BENCH MARK DISK
 AE9644_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9644_SP_SET: GUARDRAIL
 AE9644_STAMPING: 12-287.89
 AE9644_MARK LOGO: SDHD
 AE9644_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9644+STABILITY: SURFACE MOTION
 AE9644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9644+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9644
 AE9644  HISTORY     - Date     Condition        Report By
 AE9644  HISTORY     - UNK      MONUMENTED       SDHD
 AE9644  HISTORY     - 19970314 GOOD             NGS
 AE9644
 AE9644                          STATION DESCRIPTION
 AE9644
 AE9644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9644'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 AE9644'OF U.S. HIGHWAY 281 IN ABERDEEN, IN TOP OF AND 1.1 M (3.6 FT) WEST OF
 AE9644'THE EAST END OF THE NORTH CONCRETE GUARDRAIL OF THE WESTBOUND HIGHWAY
 AE9644'BRIDGE SPANNING FOOT CREEK, 113.0 M (370.7 FT) WEST OF MILEPOST 288,
 AE9644'7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AE9644'HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9519 ***********************************************************************
 AE9519  DESIGNATION -  12 289.45
 AE9519  PID         -  AE9519
 AE9519  STATE/COUNTY-  SD/BROWN
 AE9519  COUNTRY     -  US
 AE9519  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9519
 AE9519                         *CURRENT SURVEY CONTROL
 AE9519  ______________________________________________________________________
 AE9519* NAD 83(1986) POSITION- 45 27 34.     (N) 098 30 19.     (W)   SCALED
 AE9519* NAVD 88 ORTHO HEIGHT -   398.350 (meters)     1306.92  (feet) ADJUSTED
 AE9519  ______________________________________________________________________
 AE9519  GEOID HEIGHT    -        -24.384 (meters)                     GEOID18
 AE9519  DYNAMIC HEIGHT  -        398.324 (meters)     1306.83  (feet) COMP
 AE9519  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 AE9519
 AE9519  VERT ORDER      -  FIRST     CLASS II
 AE9519
 AE9519.The horizontal coordinates were scaled from a map and have
 AE9519.an estimated accuracy of +/- 6 seconds.
 AE9519
 AE9519.The orthometric height was determined by differential leveling and
 AE9519.adjusted by the NATIONAL GEODETIC SURVEY
 AE9519.in July 1998.
 AE9519
 AE9519.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9519.GEOID18 height accuracy estimate available here.
 AE9519
 AE9519.Click photographs - Photos may exist for this station.
 AE9519
 AE9519.The dynamic height is computed by dividing the NAVD 88
 AE9519.geopotential number by the normal gravity value computed on the
 AE9519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9519.degrees latitude (g = 980.6199 gals.).
 AE9519
 AE9519.The modeled gravity was interpolated from observed gravity values.
 AE9519
 AE9519;                    North         East    Units  Estimated Accuracy
 AE9519;SPC SD N     -   181,780.      716,900.      MT  (+/- 180 meters Scaled)
 AE9519
 AE9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR386341(NAD 83)
 AE9519
 AE9519                          SUPERSEDED SURVEY CONTROL
 AE9519
 AE9519.No superseded survey control is available for this station.
 AE9519
 AE9519_MARKER: DD = SURVEY DISK
 AE9519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9519_STAMPING: 12-289.45 1996
 AE9519_MARK LOGO: SDDT
 AE9519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9519+STABILITY: SURFACE MOTION
 AE9519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9519+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9519
 AE9519  HISTORY     - Date     Condition        Report By
 AE9519  HISTORY     - 1996     MONUMENTED       SDDT
 AE9519  HISTORY     - 19970314 GOOD             NGS
 AE9519
 AE9519                          STATION DESCRIPTION
 AE9519
 AE9519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9519'IN ABERDEEN, AT THE INTERSECTION OF 6TH AVENUE SOUTHWEST (U.S. HIGHWAY
 AE9519'12) AND SOUTH 12TH STREET, 762.0 M (2500.0 FT) EAST OF MILEPOST 289,
 AE9519'8.2 M (26.9 FT) EAST OF THE STREET CENTER, 7.4 M (24.3 FT) NORTH OF
 AE9519'THE WESTBOUND LANES OF THE AVENUE, 1.2 M (3.9 FT) NORTHEAST OF A
 AE9519'UTILITY POLE WITH 2 GUY CABLES, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AE9519'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE MONUMENT
 AE9519'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9645 ***********************************************************************
 AE9645  DESIGNATION -  12 291.42
 AE9645  PID         -  AE9645
 AE9645  STATE/COUNTY-  SD/BROWN
 AE9645  COUNTRY     -  US
 AE9645  USGS QUAD   -  ABERDEEN EAST (2017)
 AE9645
 AE9645                         *CURRENT SURVEY CONTROL
 AE9645  ______________________________________________________________________
 AE9645* NAD 83(1986) POSITION- 45 27 32.     (N) 098 27 55.     (W)   SCALED
 AE9645* NAVD 88 ORTHO HEIGHT -   394.918 (meters)     1295.66  (feet) ADJUSTED
 AE9645  ______________________________________________________________________
 AE9645  GEOID HEIGHT    -        -24.451 (meters)                     GEOID18
 AE9645  DYNAMIC HEIGHT  -        394.892 (meters)     1295.57  (feet) COMP
 AE9645  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 AE9645
 AE9645  VERT ORDER      -  FIRST     CLASS II
 AE9645
 AE9645.The horizontal coordinates were scaled from a map and have
 AE9645.an estimated accuracy of +/- 6 seconds.
 AE9645
 AE9645.The orthometric height was determined by differential leveling and
 AE9645.adjusted by the NATIONAL GEODETIC SURVEY
 AE9645.in July 1998.
 AE9645
 AE9645.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9645.GEOID18 height accuracy estimate available here.
 AE9645
 AE9645.Click photographs - Photos may exist for this station.
 AE9645
 AE9645.The dynamic height is computed by dividing the NAVD 88
 AE9645.geopotential number by the normal gravity value computed on the
 AE9645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9645.degrees latitude (g = 980.6199 gals.).
 AE9645
 AE9645.The modeled gravity was interpolated from observed gravity values.
 AE9645
 AE9645;                    North         East    Units  Estimated Accuracy
 AE9645;SPC SD N     -   181,780.      720,030.      MT  (+/- 180 meters Scaled)
 AE9645
 AE9645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR418340(NAD 83)
 AE9645
 AE9645                          SUPERSEDED SURVEY CONTROL
 AE9645
 AE9645.No superseded survey control is available for this station.
 AE9645
 AE9645_MARKER: DD = SURVEY DISK
 AE9645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9645_STAMPING: 12-291.42 1996
 AE9645_MARK LOGO: SDDT
 AE9645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9645+STABILITY: SURFACE MOTION
 AE9645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9645+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9645
 AE9645  HISTORY     - Date     Condition        Report By
 AE9645  HISTORY     - 1996     MONUMENTED       SDDT
 AE9645  HISTORY     - 19970314 GOOD             NGS
 AE9645
 AE9645                          STATION DESCRIPTION
 AE9645
 AE9645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9645'IN ABERDEEN, AT THE INTERSECTION OF 6TH AVENUE SOUTHEAST AND SOUTH
 AE9645'LAWSON STREET, 629.0 M (2063.6 FT) EAST OF MILEPOST 291, 46.3 M (151.9
 AE9645'FT) WEST OF THE STREET CENTERLINE, 14.4 M (47.2 FT) SOUTH OF THE
 AE9645'AVENUE CENTERLINE, 13.4 M (44.0 FT) NORTHWEST OF THE CENTER OF
 AE9645'RIVERSIDE DRIVE, 7.0 M (23.0 FT) SOUTH OF THE EAST ABUTMENT OF A
 AE9645'BRIDGE SPANNING MOCCASIN CREEK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AE9645'AVENUE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AE9645'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9646 ***********************************************************************
 AE9646  DESIGNATION -  12 292.57
 AE9646  PID         -  AE9646
 AE9646  STATE/COUNTY-  SD/BROWN
 AE9646  COUNTRY     -  US
 AE9646  USGS QUAD   -  ABERDEEN EAST (2017)
 AE9646
 AE9646                         *CURRENT SURVEY CONTROL
 AE9646  ______________________________________________________________________
 AE9646* NAD 83(1986) POSITION- 45 27 33.     (N) 098 26 28.     (W)   SCALED
 AE9646* NAVD 88 ORTHO HEIGHT -   396.032 (meters)     1299.32  (feet) ADJUSTED
 AE9646  ______________________________________________________________________
 AE9646  GEOID HEIGHT    -        -24.490 (meters)                     GEOID18
 AE9646  DYNAMIC HEIGHT  -        396.006 (meters)     1299.23  (feet) COMP
 AE9646  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 AE9646
 AE9646  VERT ORDER      -  FIRST     CLASS II
 AE9646
 AE9646.The horizontal coordinates were scaled from a map and have
 AE9646.an estimated accuracy of +/- 6 seconds.
 AE9646
 AE9646.The orthometric height was determined by differential leveling and
 AE9646.adjusted by the NATIONAL GEODETIC SURVEY
 AE9646.in July 1998.
 AE9646
 AE9646.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9646.GEOID18 height accuracy estimate available here.
 AE9646
 AE9646.Click photographs - Photos may exist for this station.
 AE9646
 AE9646.The dynamic height is computed by dividing the NAVD 88
 AE9646.geopotential number by the normal gravity value computed on the
 AE9646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9646.degrees latitude (g = 980.6199 gals.).
 AE9646
 AE9646.The modeled gravity was interpolated from observed gravity values.
 AE9646
 AE9646;                    North         East    Units  Estimated Accuracy
 AE9646;SPC SD N     -   181,840.      721,920.      MT  (+/- 180 meters Scaled)
 AE9646
 AE9646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR436341(NAD 83)
 AE9646
 AE9646                          SUPERSEDED SURVEY CONTROL
 AE9646
 AE9646.No superseded survey control is available for this station.
 AE9646
 AE9646_MARKER: DD = SURVEY DISK
 AE9646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9646_STAMPING: 12-292.57 1996
 AE9646_MARK LOGO: SDDT
 AE9646_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9646+STABILITY: SURFACE MOTION
 AE9646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9646+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9646
 AE9646  HISTORY     - Date     Condition        Report By
 AE9646  HISTORY     - 1996     MONUMENTED       SDDT
 AE9646  HISTORY     - 19970314 GOOD             NGS
 AE9646
 AE9646                          STATION DESCRIPTION
 AE9646
 AE9646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9646'3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 AE9646'OF U.S. HIGHWAY 281 IN ABERDEEN, 700.8 M (2299.2 FT) WEST OF MILEPOST
 AE9646'293, 15.9 M (52.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 AE9646'OF THE HIGHWAY, 15.8 M (51.8 FT) WEST OF THE CENTER OF AN EXIT ROAD
 AE9646'FROM THE LAKE WOOD MALL, 8.5 M (27.9 FT) NORTH OF A SIGNAL LIGHT, 5.9
 AE9646'M (19.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SIGNAL CONTROL BOX,
 AE9646'0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 AE9646'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9647 ***********************************************************************
 AE9647  DESIGNATION -  12 294.49
 AE9647  PID         -  AE9647
 AE9647  STATE/COUNTY-  SD/BROWN
 AE9647  COUNTRY     -  US
 AE9647  USGS QUAD   -  ABERDEEN EAST (2017)
 AE9647
 AE9647                         *CURRENT SURVEY CONTROL
 AE9647  ______________________________________________________________________
 AE9647* NAD 83(1986) POSITION- 45 27 31.     (N) 098 24 09.     (W)   SCALED
 AE9647* NAVD 88 ORTHO HEIGHT -   396.735 (meters)     1301.62  (feet) ADJUSTED
 AE9647  ______________________________________________________________________
 AE9647  GEOID HEIGHT    -        -24.547 (meters)                     GEOID18
 AE9647  DYNAMIC HEIGHT  -        396.708 (meters)     1301.53  (feet) COMP
 AE9647  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 AE9647
 AE9647  VERT ORDER      -  FIRST     CLASS II
 AE9647
 AE9647.The horizontal coordinates were scaled from a map and have
 AE9647.an estimated accuracy of +/- 6 seconds.
 AE9647
 AE9647.The orthometric height was determined by differential leveling and
 AE9647.adjusted by the NATIONAL GEODETIC SURVEY
 AE9647.in July 1998.
 AE9647
 AE9647.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9647.GEOID18 height accuracy estimate available here.
 AE9647
 AE9647.Click photographs - Photos may exist for this station.
 AE9647
 AE9647.The dynamic height is computed by dividing the NAVD 88
 AE9647.geopotential number by the normal gravity value computed on the
 AE9647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9647.degrees latitude (g = 980.6199 gals.).
 AE9647
 AE9647.The modeled gravity was interpolated from observed gravity values.
 AE9647
 AE9647;                    North         East    Units  Estimated Accuracy
 AE9647;SPC SD N     -   181,840.      724,940.      MT  (+/- 180 meters Scaled)
 AE9647
 AE9647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR467340(NAD 83)
 AE9647
 AE9647                          SUPERSEDED SURVEY CONTROL
 AE9647
 AE9647.No superseded survey control is available for this station.
 AE9647
 AE9647_MARKER: DD = SURVEY DISK
 AE9647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9647_STAMPING: 12-294.49 1996
 AE9647_MARK LOGO: SDDT
 AE9647_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9647+STABILITY: SURFACE MOTION
 AE9647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9647+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9647
 AE9647  HISTORY     - Date     Condition        Report By
 AE9647  HISTORY     - 1996     MONUMENTED       SDDT
 AE9647  HISTORY     - 19970314 GOOD             NGS
 AE9647
 AE9647                          STATION DESCRIPTION
 AE9647
 AE9647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9647'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 AE9647'OF U.S. HIGHWAY 281 IN ABERDEEN, 833.0 M (2732.9 FT) WEST OF MILEPOST
 AE9647'295, 23.9 M (78.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AE9647'OF THE HIGHWAY, 4.8 M (15.7 FT) EAST OF THE CENTER OF A FIELD
 AE9647'ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AE9647'FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AE9647'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9648 ***********************************************************************
 AE9648  DESIGNATION -  12 295.45
 AE9648  PID         -  AE9648
 AE9648  STATE/COUNTY-  SD/BROWN
 AE9648  COUNTRY     -  US
 AE9648  USGS QUAD   -  ABERDEEN EAST (2017)
 AE9648
 AE9648                         *CURRENT SURVEY CONTROL
 AE9648  ______________________________________________________________________
 AE9648* NAD 83(1986) POSITION- 45 27 30.     (N) 098 22 58.     (W)   SCALED
 AE9648* NAVD 88 ORTHO HEIGHT -   395.523 (meters)     1297.65  (feet) ADJUSTED
 AE9648  ______________________________________________________________________
 AE9648  GEOID HEIGHT    -        -24.575 (meters)                     GEOID18
 AE9648  DYNAMIC HEIGHT  -        395.495 (meters)     1297.55  (feet) COMP
 AE9648  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 AE9648
 AE9648  VERT ORDER      -  FIRST     CLASS II
 AE9648
 AE9648.The horizontal coordinates were scaled from a map and have
 AE9648.an estimated accuracy of +/- 6 seconds.
 AE9648
 AE9648.The orthometric height was determined by differential leveling and
 AE9648.adjusted by the NATIONAL GEODETIC SURVEY
 AE9648.in July 1998.
 AE9648
 AE9648.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9648.GEOID18 height accuracy estimate available here.
 AE9648
 AE9648.Click photographs - Photos may exist for this station.
 AE9648
 AE9648.The dynamic height is computed by dividing the NAVD 88
 AE9648.geopotential number by the normal gravity value computed on the
 AE9648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9648.degrees latitude (g = 980.6199 gals.).
 AE9648
 AE9648.The modeled gravity was interpolated from observed gravity values.
 AE9648
 AE9648;                    North         East    Units  Estimated Accuracy
 AE9648;SPC SD N     -   181,840.      726,480.      MT  (+/- 180 meters Scaled)
 AE9648
 AE9648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR482340(NAD 83)
 AE9648
 AE9648                          SUPERSEDED SURVEY CONTROL
 AE9648
 AE9648.No superseded survey control is available for this station.
 AE9648
 AE9648_MARKER: DD = SURVEY DISK
 AE9648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9648_STAMPING: 12-295.45 1996
 AE9648_MARK LOGO: SDDT
 AE9648_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9648+STABILITY: SURFACE MOTION
 AE9648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9648+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9648
 AE9648  HISTORY     - Date     Condition        Report By
 AE9648  HISTORY     - 1996     MONUMENTED       SDDT
 AE9648  HISTORY     - 19970314 GOOD             NGS
 AE9648
 AE9648                          STATION DESCRIPTION
 AE9648
 AE9648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9648'8.5 KM (5.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 AE9648'OF U.S. HIGHWAY 281 IN ABERDEEN, 722.0 M (2368.8 FT) EAST OF MILEPOST
 AE9648'295, 31.7 M (104.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AE9648'OF THE HIGHWAY, 24.4 M (80.1 FT) WEST OF A UTILITY POLE AND A FENCE
 AE9648'CORNER, 11.9 M (39.0 FT) WEST OF A UTILITY BRACE POLE WITH 4 GUY
 AE9648'CABLES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9648'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9648'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9650 ***********************************************************************
 AE9650  DESIGNATION -  12 296.45
 AE9650  PID         -  AE9650
 AE9650  STATE/COUNTY-  SD/BROWN
 AE9650  COUNTRY     -  US
 AE9650  USGS QUAD   -  BATH (2017)
 AE9650
 AE9650                         *CURRENT SURVEY CONTROL
 AE9650  ______________________________________________________________________
 AE9650* NAD 83(1986) POSITION- 45 27 34.     (N) 098 21 41.     (W)   SCALED
 AE9650* NAVD 88 ORTHO HEIGHT -   396.926 (meters)     1302.25  (feet) ADJUSTED
 AE9650  ______________________________________________________________________
 AE9650  GEOID HEIGHT    -        -24.605 (meters)                     GEOID18
 AE9650  DYNAMIC HEIGHT  -        396.898 (meters)     1302.16  (feet) COMP
 AE9650  MODELED GRAVITY -    980,533.5   (mgal)                       NAVD 88
 AE9650
 AE9650  VERT ORDER      -  FIRST     CLASS II
 AE9650
 AE9650.The horizontal coordinates were scaled from a map and have
 AE9650.an estimated accuracy of +/- 6 seconds.
 AE9650
 AE9650.The orthometric height was determined by differential leveling and
 AE9650.adjusted by the NATIONAL GEODETIC SURVEY
 AE9650.in July 1998.
 AE9650
 AE9650.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9650.GEOID18 height accuracy estimate available here.
 AE9650
 AE9650.Click photographs - Photos may exist for this station.
 AE9650
 AE9650.The dynamic height is computed by dividing the NAVD 88
 AE9650.geopotential number by the normal gravity value computed on the
 AE9650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9650.degrees latitude (g = 980.6199 gals.).
 AE9650
 AE9650.The modeled gravity was interpolated from observed gravity values.
 AE9650
 AE9650;                    North         East    Units  Estimated Accuracy
 AE9650;SPC SD N     -   182,000.      728,150.      MT  (+/- 180 meters Scaled)
 AE9650
 AE9650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR499341(NAD 83)
 AE9650
 AE9650                          SUPERSEDED SURVEY CONTROL
 AE9650
 AE9650.No superseded survey control is available for this station.
 AE9650
 AE9650_MARKER: DD = SURVEY DISK
 AE9650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9650_STAMPING: 12-296.45 1996
 AE9650_MARK LOGO: SDDT
 AE9650_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9650+STABILITY: SURFACE MOTION
 AE9650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9650+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9650
 AE9650  HISTORY     - Date     Condition        Report By
 AE9650  HISTORY     - 1996     MONUMENTED       SDDT
 AE9650  HISTORY     - 19970314 GOOD             NGS
 AE9650
 AE9650                          STATION DESCRIPTION
 AE9650
 AE9650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9650'10.1 KM (6.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST
 AE9650'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 712.0 M (2336.0 FT) EAST OF
 AE9650'MILEPOST 296, 24.8 M (81.4 FT) NORTH OF THE CENTERLINE OF THE
 AE9650'WESTBOUND LANES OF THE HIGHWAY, 11.5 M (37.7 FT) NORTHEAST OF THE WEST
 AE9650'END OF A CULVERT UNDER A FIELD ENTRANCE, 2.3 M (7.5 FT) WEST OF THE
 AE9650'CENTER OF THE FIELD ENTRANCE, 1.8 M (5.9 FT) WEST OF A FENCE CORNER,
 AE9650'0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF
 AE9650'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AE9650'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9651 ***********************************************************************
 AE9651  DESIGNATION -  12 297.52
 AE9651  PID         -  AE9651
 AE9651  STATE/COUNTY-  SD/BROWN
 AE9651  COUNTRY     -  US
 AE9651  USGS QUAD   -  BATH (2017)
 AE9651
 AE9651                         *CURRENT SURVEY CONTROL
 AE9651  ______________________________________________________________________
 AE9651* NAD 83(1986) POSITION- 45 27 35.     (N) 098 20 24.     (W)   SCALED
 AE9651* NAVD 88 ORTHO HEIGHT -   396.755 (meters)     1301.69  (feet) ADJUSTED
 AE9651  ______________________________________________________________________
 AE9651  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 AE9651  DYNAMIC HEIGHT  -        396.726 (meters)     1301.59  (feet) COMP
 AE9651  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 AE9651
 AE9651  VERT ORDER      -  FIRST     CLASS II
 AE9651
 AE9651.The horizontal coordinates were scaled from a map and have
 AE9651.an estimated accuracy of +/- 6 seconds.
 AE9651
 AE9651.The orthometric height was determined by differential leveling and
 AE9651.adjusted by the NATIONAL GEODETIC SURVEY
 AE9651.in July 1998.
 AE9651
 AE9651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9651.GEOID18 height accuracy estimate available here.
 AE9651
 AE9651.Click photographs - Photos may exist for this station.
 AE9651
 AE9651.The dynamic height is computed by dividing the NAVD 88
 AE9651.geopotential number by the normal gravity value computed on the
 AE9651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9651.degrees latitude (g = 980.6199 gals.).
 AE9651
 AE9651.The modeled gravity was interpolated from observed gravity values.
 AE9651
 AE9651;                    North         East    Units  Estimated Accuracy
 AE9651;SPC SD N     -   182,060.      729,820.      MT  (+/- 180 meters Scaled)
 AE9651
 AE9651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR516342(NAD 83)
 AE9651
 AE9651                          SUPERSEDED SURVEY CONTROL
 AE9651
 AE9651.No superseded survey control is available for this station.
 AE9651
 AE9651_MARKER: DD = SURVEY DISK
 AE9651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9651_STAMPING: 12-297.52 1996
 AE9651_MARK LOGO: SDDT
 AE9651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9651+STABILITY: SURFACE MOTION
 AE9651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9651+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9651
 AE9651  HISTORY     - Date     Condition        Report By
 AE9651  HISTORY     - 1996     MONUMENTED       SDDT
 AE9651  HISTORY     - 19970314 GOOD             NGS
 AE9651
 AE9651                          STATION DESCRIPTION
 AE9651
 AE9651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9651'11.8 KM (7.35 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST
 AE9651'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 775.0 M (2542.6 FT) WEST OF
 AE9651'MILEPOST 298, 69.3 M (227.4 FT) WEST OF THE WEST ENTRANCE DRIVEWAY
 AE9651'LEADING TO THE NORTHERN RURAL CABLE OFFICE, 24.8 M (81.4 FT) NORTH OF
 AE9651'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 7.8 M (25.6 FT)
 AE9651'WEST OF A FENCE CORNER AND AN UNDERGROUND CABLE JUNCTION BOX, 1.0 M
 AE9651'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 AE9651'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9651'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9652 ***********************************************************************
 AE9652  FBN         -  This is a Federal Base Network Control Station.
 AE9652  DESIGNATION -  12 298.52
 AE9652  PID         -  AE9652
 AE9652  STATE/COUNTY-  SD/BROWN
 AE9652  COUNTRY     -  US
 AE9652  USGS QUAD   -  BATH (2017)
 AE9652
 AE9652                         *CURRENT SURVEY CONTROL
 AE9652  ______________________________________________________________________
 AE9652* NAD 83(2011) POSITION- 45 27 29.65222(N) 098 19 08.17472(W)   ADJUSTED
 AE9652* NAD 83(2011) ELLIP HT-   372.402 (meters)        (06/27/12)   ADJUSTED
 AE9652* NAD 83(2011) EPOCH   -  2010.00
 AE9652* NAVD 88 ORTHO HEIGHT -   397.066 (meters)     1302.71  (feet) ADJUSTED
 AE9652  ______________________________________________________________________
 AE9652  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 AE9652  NAD 83(2011) X  -   -648,426.617 (meters)                     COMP
 AE9652  NAD 83(2011) Y  - -4,434,541.524 (meters)                     COMP
 AE9652  NAD 83(2011) Z  -  4,523,480.072 (meters)                     COMP
 AE9652  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 AE9652  DYNAMIC HEIGHT  -        397.036 (meters)     1302.61  (feet) COMP
 AE9652  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 AE9652
 AE9652  VERT ORDER      -  FIRST     CLASS II
 AE9652
 AE9652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9652  Standards:
 AE9652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9652  -------------------------------------------------------------------
 AE9652  NETWORK    0.64   1.25           0.29   0.23   0.64      0.00943979
 AE9652  -------------------------------------------------------------------
 AE9652  Click here for local accuracies and other accuracy information.
 AE9652
 AE9652.The horizontal coordinates were established by GPS observations
 AE9652.and adjusted by the National Geodetic Survey in June 2012.
 AE9652
 AE9652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9652.been affixed to the stable North American tectonic plate. See 
 AE9652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9652
 AE9652.The horizontal coordinates are valid at the epoch date displayed above
 AE9652.which is a decimal equivalence of Year/Month/Day.
 AE9652
 AE9652.The orthometric height was determined by differential leveling and
 AE9652.adjusted by the NATIONAL GEODETIC SURVEY
 AE9652.in July 1998.
 AE9652
 AE9652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9652.GEOID18 height accuracy estimate available here.
 AE9652
 AE9652.Click photographs - Photos may exist for this station.
 AE9652
 AE9652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9652
 AE9652.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9652
 AE9652.The ellipsoidal height was determined by GPS observations
 AE9652.and is referenced to NAD 83.
 AE9652
 AE9652.The dynamic height is computed by dividing the NAVD 88
 AE9652.geopotential number by the normal gravity value computed on the
 AE9652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9652.degrees latitude (g = 980.6199 gals.).
 AE9652
 AE9652.The modeled gravity was interpolated from observed gravity values.
 AE9652
 AE9652. The following values were computed from the NAD 83(2011) position.
 AE9652
 AE9652;                    North         East     Units Scale Factor Converg.
 AE9652;SPC SD N     -   181,931.704   731,471.556   MT  0.99996432   +1 11 23.1
 AE9652;SPC SD N     -   596,887.60  2,399,836.26   sFT  0.99996432   +1 11 23.1
 AE9652;UTM  14      - 5,034,082.314   553,248.545   MT  0.99963486   +0 29 07.6
 AE9652
 AE9652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9652!SPC SD N     -   0.99994162  x   0.99996432  =   0.99990594
 AE9652!UTM  14      -   0.99994162  x   0.99963486  =   0.99957650
 AE9652
 AE9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR5324834082(NAD 83)
 AE9652
 AE9652                          SUPERSEDED SURVEY CONTROL
 AE9652
 AE9652  NAD 83(2007)-  45 27 29.65217(N)    098 19 08.17568(W) AD(2002.00) 0
 AE9652  ELLIP H (02/10/07)  372.431  (m)                       GP(2002.00)    
 AE9652  NAD 83(1996)-  45 27 29.65192(N)    098 19 08.17557(W) AD(       ) A
 AE9652  ELLIP H (06/23/03)  372.434  (m)                       GP(       ) 3 1
 AE9652  NAVD 88             397.07   (m)         1302.7    (f) LEVELING    3  
 AE9652
 AE9652.Superseded values are not recommended for survey control.
 AE9652
 AE9652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9652.See file dsdata.pdf to determine how the superseded data were derived.
 AE9652
 AE9652_MARKER: Z = SEE DESCRIPTION
 AE9652_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9652_STAMPING: 12-298.52 1996
 AE9652_MARK LOGO: NGS
 AE9652_PROJECTION: FLUSH
 AE9652_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9652+STABILITY: POSITION/ELEVATION WELL
 AE9652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9652+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 AE9652_ROD/PIPE-DEPTH: 6.40 meters
 AE9652_SLEEVE-DEPTH  : 1.80 meters
 AE9652
 AE9652  HISTORY     - Date     Condition        Report By
 AE9652  HISTORY     - 1996     MONUMENTED       SDDT
 AE9652  HISTORY     - 19970314 GOOD             NGS
 AE9652  HISTORY     - 20020529 GOOD             SDDT
 AE9652
 AE9652                          STATION DESCRIPTION
 AE9652
 AE9652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9652'13.4 KM (8.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST
 AE9652'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 756.0 M (2480.3 FT) WEST OF
 AE9652'MILEPOST 299, 48.2 M (158.1 FT) SOUTH OF THE CENTERLINE OF THE
 AE9652'EASTBOUND LANES OF THE HIGHWAY, 9.0 M (29.5 FT) EAST OF THE CENTER OF
 AE9652'A GRAVELED ROAD, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF A FIELD
 AE9652'ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AE9652'FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) EAST OF A
 AE9652'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AE9652'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE9652'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9652'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AE9652
 AE9652                          STATION RECOVERY (2002)
 AE9652
 AE9652'RECOVERY NOTE BY SD DEPT OF TRANSP 2002
 AE9652'RECOVERED AS DESCRIBED
 AE9652'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9653 ***********************************************************************
 AE9653  DESIGNATION -  12 299.52
 AE9653  PID         -  AE9653
 AE9653  STATE/COUNTY-  SD/BROWN
 AE9653  COUNTRY     -  US
 AE9653  USGS QUAD   -  BATH (2017)
 AE9653
 AE9653                         *CURRENT SURVEY CONTROL
 AE9653  ______________________________________________________________________
 AE9653* NAD 83(1986) POSITION- 45 27 34.     (N) 098 17 52.     (W)   SCALED
 AE9653* NAVD 88 ORTHO HEIGHT -   396.335 (meters)     1300.31  (feet) ADJUSTED
 AE9653  ______________________________________________________________________
 AE9653  GEOID HEIGHT    -        -24.681 (meters)                     GEOID18
 AE9653  DYNAMIC HEIGHT  -        396.306 (meters)     1300.21  (feet) COMP
 AE9653  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 AE9653
 AE9653  VERT ORDER      -  FIRST     CLASS II
 AE9653
 AE9653.The horizontal coordinates were scaled from a map and have
 AE9653.an estimated accuracy of +/- 6 seconds.
 AE9653
 AE9653.The orthometric height was determined by differential leveling and
 AE9653.adjusted by the NATIONAL GEODETIC SURVEY
 AE9653.in July 1998.
 AE9653
 AE9653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9653.GEOID18 height accuracy estimate available here.
 AE9653
 AE9653.Click photographs - Photos may exist for this station.
 AE9653
 AE9653.The dynamic height is computed by dividing the NAVD 88
 AE9653.geopotential number by the normal gravity value computed on the
 AE9653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9653.degrees latitude (g = 980.6199 gals.).
 AE9653
 AE9653.The modeled gravity was interpolated from observed gravity values.
 AE9653
 AE9653;                    North         East    Units  Estimated Accuracy
 AE9653;SPC SD N     -   182,100.      733,120.      MT  (+/- 180 meters Scaled)
 AE9653
 AE9653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR549342(NAD 83)
 AE9653
 AE9653                          SUPERSEDED SURVEY CONTROL
 AE9653
 AE9653.No superseded survey control is available for this station.
 AE9653
 AE9653_MARKER: DD = SURVEY DISK
 AE9653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9653_STAMPING: 12-299.52 1996
 AE9653_MARK LOGO: SDDT
 AE9653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9653+STABILITY: SURFACE MOTION
 AE9653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9653+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9653
 AE9653  HISTORY     - Date     Condition        Report By
 AE9653  HISTORY     - 1996     MONUMENTED       SDDT
 AE9653  HISTORY     - 19970314 GOOD             NGS
 AE9653
 AE9653                          STATION DESCRIPTION
 AE9653
 AE9653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9653'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST
 AE9653'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 682.0 M (2237.5 FT) WEST OF
 AE9653'MILEPOST 300, 26.3 M (86.3 FT) NORTH OF THE CENTERLINE OF THE
 AE9653'WESTBOUND LANES OF THE HIGHWAY, 5.1 M (16.7 FT) EAST OF THE CENTER OF
 AE9653'A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AE9653'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE9653'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9654 ***********************************************************************
 AE9654  DESIGNATION -  12 300.52
 AE9654  PID         -  AE9654
 AE9654  STATE/COUNTY-  SD/BROWN
 AE9654  COUNTRY     -  US
 AE9654  USGS QUAD   -  BATH (2017)
 AE9654
 AE9654                         *CURRENT SURVEY CONTROL
 AE9654  ______________________________________________________________________
 AE9654* NAD 83(1986) POSITION- 45 27 31.     (N) 098 16 42.     (W)   SCALED
 AE9654* NAVD 88 ORTHO HEIGHT -   397.047 (meters)     1302.65  (feet) ADJUSTED
 AE9654  ______________________________________________________________________
 AE9654  GEOID HEIGHT    -        -24.701 (meters)                     GEOID18
 AE9654  DYNAMIC HEIGHT  -        397.018 (meters)     1302.55  (feet) COMP
 AE9654  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 AE9654
 AE9654  VERT ORDER      -  FIRST     CLASS II
 AE9654
 AE9654.The horizontal coordinates were scaled from a map and have
 AE9654.an estimated accuracy of +/- 6 seconds.
 AE9654
 AE9654.The orthometric height was determined by differential leveling and
 AE9654.adjusted by the NATIONAL GEODETIC SURVEY
 AE9654.in July 1998.
 AE9654
 AE9654.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9654.GEOID18 height accuracy estimate available here.
 AE9654
 AE9654.Click photographs - Photos may exist for this station.
 AE9654
 AE9654.The dynamic height is computed by dividing the NAVD 88
 AE9654.geopotential number by the normal gravity value computed on the
 AE9654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9654.degrees latitude (g = 980.6199 gals.).
 AE9654
 AE9654.The modeled gravity was interpolated from observed gravity values.
 AE9654
 AE9654;                    North         East    Units  Estimated Accuracy
 AE9654;SPC SD N     -   182,040.      734,650.      MT  (+/- 180 meters Scaled)
 AE9654
 AE9654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR564341(NAD 83)
 AE9654
 AE9654                          SUPERSEDED SURVEY CONTROL
 AE9654
 AE9654.No superseded survey control is available for this station.
 AE9654
 AE9654_MARKER: DD = SURVEY DISK
 AE9654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9654_STAMPING: 12-300.52 1996
 AE9654_MARK LOGO: SDDT
 AE9654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9654+STABILITY: SURFACE MOTION
 AE9654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9654+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9654
 AE9654  HISTORY     - Date     Condition        Report By
 AE9654  HISTORY     - 1996     MONUMENTED       SDDT
 AE9654  HISTORY     - 19970314 GOOD             NGS
 AE9654
 AE9654                          STATION DESCRIPTION
 AE9654
 AE9654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9654'13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9654'STATE HIGHWAY 37 IN GROTON, 757.0 M (2483.6 FT) WEST OF MILEPOST 301,
 AE9654'30.6 M (100.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AE9654'THE HIGHWAY, 12.3 M (40.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 AE9654'5.4 M (17.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT)
 AE9654'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST
 AE9654'AND THE NORTH END OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AE9654'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9655 ***********************************************************************
 AE9655  DESIGNATION -  12 301.29
 AE9655  PID         -  AE9655
 AE9655  STATE/COUNTY-  SD/BROWN
 AE9655  COUNTRY     -  US
 AE9655  USGS QUAD   -  BATH (2017)
 AE9655
 AE9655                         *CURRENT SURVEY CONTROL
 AE9655  ______________________________________________________________________
 AE9655* NAD 83(1986) POSITION- 45 27 33.     (N) 098 15 45.     (W)   SCALED
 AE9655* NAVD 88 ORTHO HEIGHT -   391.658 (meters)     1284.96  (feet) ADJUSTED
 AE9655  ______________________________________________________________________
 AE9655  GEOID HEIGHT    -        -24.719 (meters)                     GEOID18
 AE9655  DYNAMIC HEIGHT  -        391.629 (meters)     1284.87  (feet) COMP
 AE9655  MODELED GRAVITY -    980,531.1   (mgal)                       NAVD 88
 AE9655
 AE9655  VERT ORDER      -  FIRST     CLASS II
 AE9655
 AE9655.The horizontal coordinates were scaled from a map and have
 AE9655.an estimated accuracy of +/- 6 seconds.
 AE9655
 AE9655.The orthometric height was determined by differential leveling and
 AE9655.adjusted by the NATIONAL GEODETIC SURVEY
 AE9655.in July 1998.
 AE9655
 AE9655.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9655.GEOID18 height accuracy estimate available here.
 AE9655
 AE9655.Click photographs - Photos may exist for this station.
 AE9655
 AE9655.The dynamic height is computed by dividing the NAVD 88
 AE9655.geopotential number by the normal gravity value computed on the
 AE9655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9655.degrees latitude (g = 980.6199 gals.).
 AE9655
 AE9655.The modeled gravity was interpolated from observed gravity values.
 AE9655
 AE9655;                    North         East    Units  Estimated Accuracy
 AE9655;SPC SD N     -   182,130.      735,880.      MT  (+/- 180 meters Scaled)
 AE9655
 AE9655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR576342(NAD 83)
 AE9655
 AE9655                          SUPERSEDED SURVEY CONTROL
 AE9655
 AE9655.No superseded survey control is available for this station.
 AE9655
 AE9655_MARKER: DD = SURVEY DISK
 AE9655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9655_STAMPING: 12-301.29 1996
 AE9655_MARK LOGO: SDDT
 AE9655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9655+STABILITY: SURFACE MOTION
 AE9655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9655+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9655
 AE9655  HISTORY     - Date     Condition        Report By
 AE9655  HISTORY     - 1996     MONUMENTED       SDDT
 AE9655  HISTORY     - 19970314 GOOD             NGS
 AE9655
 AE9655                          STATION DESCRIPTION
 AE9655
 AE9655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9655'12.4 KM (7.70 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9655'STATE HIGHWAY 37 IN GROTON, 457.0 M (1499.3 FT) EAST OF MILEPOST 301,
 AE9655'53.5 M (175.5 FT) EAST OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE
 AE9655'SPANNING THE JAMES RIVER, 26.4 M (86.6 FT) NORTH OF THE CENTERLINE OF
 AE9655'THE WESTBOUND LANES OF THE HIGHWAY, 6.0 M (19.7 FT) WEST OF THE CENTER
 AE9655'OF A GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AE9655'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AE9655'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9656 ***********************************************************************
 AE9656  DESIGNATION -  12 302.52
 AE9656  PID         -  AE9656
 AE9656  STATE/COUNTY-  SD/BROWN
 AE9656  COUNTRY     -  US
 AE9656  USGS QUAD   -  JAMES (2017)
 AE9656
 AE9656                         *CURRENT SURVEY CONTROL
 AE9656  ______________________________________________________________________
 AE9656* NAD 83(1986) POSITION- 45 27 32.     (N) 098 14 13.     (W)   SCALED
 AE9656* NAVD 88 ORTHO HEIGHT -   390.294 (meters)     1280.49  (feet) ADJUSTED
 AE9656  ______________________________________________________________________
 AE9656  GEOID HEIGHT    -        -24.743 (meters)                     GEOID18
 AE9656  DYNAMIC HEIGHT  -        390.266 (meters)     1280.40  (feet) COMP
 AE9656  MODELED GRAVITY -    980,531.8   (mgal)                       NAVD 88
 AE9656
 AE9656  VERT ORDER      -  FIRST     CLASS II
 AE9656
 AE9656.The horizontal coordinates were scaled from a map and have
 AE9656.an estimated accuracy of +/- 6 seconds.
 AE9656
 AE9656.The orthometric height was determined by differential leveling and
 AE9656.adjusted by the NATIONAL GEODETIC SURVEY
 AE9656.in July 1998.
 AE9656
 AE9656.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9656.GEOID18 height accuracy estimate available here.
 AE9656
 AE9656.Click photographs - Photos may exist for this station.
 AE9656
 AE9656.The dynamic height is computed by dividing the NAVD 88
 AE9656.geopotential number by the normal gravity value computed on the
 AE9656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9656.degrees latitude (g = 980.6199 gals.).
 AE9656
 AE9656.The modeled gravity was interpolated from observed gravity values.
 AE9656
 AE9656;                    North         East    Units  Estimated Accuracy
 AE9656;SPC SD N     -   182,140.      737,880.      MT  (+/- 180 meters Scaled)
 AE9656
 AE9656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR596342(NAD 83)
 AE9656
 AE9656                          SUPERSEDED SURVEY CONTROL
 AE9656
 AE9656.No superseded survey control is available for this station.
 AE9656
 AE9656_MARKER: DD = SURVEY DISK
 AE9656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9656_STAMPING: 12-302.52 1996
 AE9656_MARK LOGO: SDDT
 AE9656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9656+STABILITY: SURFACE MOTION
 AE9656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9656+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9656
 AE9656  HISTORY     - Date     Condition        Report By
 AE9656  HISTORY     - 1996     MONUMENTED       SDDT
 AE9656  HISTORY     - 19970314 GOOD             NGS
 AE9656
 AE9656                          STATION DESCRIPTION
 AE9656
 AE9656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9656'10.4 KM (6.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9656'STATE HIGHWAY 37 IN GROTON, 790.0 M (2591.9 FT) WEST OF MILEPOST 303,
 AE9656'26.4 M (86.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AE9656'HIGHWAY, 6.0 M (19.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M
 AE9656'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 AE9656'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9656'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9657 ***********************************************************************
 AE9657  DESIGNATION -  12 303.52
 AE9657  PID         -  AE9657
 AE9657  STATE/COUNTY-  SD/BROWN
 AE9657  COUNTRY     -  US
 AE9657  USGS QUAD   -  JAMES (2017)
 AE9657
 AE9657                         *CURRENT SURVEY CONTROL
 AE9657  ______________________________________________________________________
 AE9657* NAD 83(1986) POSITION- 45 27 33.     (N) 098 13 00.     (W)   SCALED
 AE9657* NAVD 88 ORTHO HEIGHT -   396.975 (meters)     1302.41  (feet) ADJUSTED
 AE9657  ______________________________________________________________________
 AE9657  GEOID HEIGHT    -        -24.762 (meters)                     GEOID18
 AE9657  DYNAMIC HEIGHT  -        396.947 (meters)     1302.32  (feet) COMP
 AE9657  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 AE9657
 AE9657  VERT ORDER      -  FIRST     CLASS II
 AE9657
 AE9657.The horizontal coordinates were scaled from a map and have
 AE9657.an estimated accuracy of +/- 6 seconds.
 AE9657
 AE9657.The orthometric height was determined by differential leveling and
 AE9657.adjusted by the NATIONAL GEODETIC SURVEY
 AE9657.in July 1998.
 AE9657
 AE9657.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9657.GEOID18 height accuracy estimate available here.
 AE9657
 AE9657.Click photographs - Photos may exist for this station.
 AE9657
 AE9657.The dynamic height is computed by dividing the NAVD 88
 AE9657.geopotential number by the normal gravity value computed on the
 AE9657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9657.degrees latitude (g = 980.6199 gals.).
 AE9657
 AE9657.The modeled gravity was interpolated from observed gravity values.
 AE9657
 AE9657;                    North         East    Units  Estimated Accuracy
 AE9657;SPC SD N     -   182,210.      739,470.      MT  (+/- 180 meters Scaled)
 AE9657
 AE9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR612342(NAD 83)
 AE9657
 AE9657                          SUPERSEDED SURVEY CONTROL
 AE9657
 AE9657.No superseded survey control is available for this station.
 AE9657
 AE9657_MARKER: DB = BENCH MARK DISK
 AE9657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9657_STAMPING: 12-303.52
 AE9657_MARK LOGO: SDHD
 AE9657_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9657+STABILITY: SURFACE MOTION
 AE9657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9657+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9657
 AE9657  HISTORY     - Date     Condition        Report By
 AE9657  HISTORY     - UNK      MONUMENTED       SDHD
 AE9657  HISTORY     - 19970314 GOOD             NGS
 AE9657
 AE9657                          STATION DESCRIPTION
 AE9657
 AE9657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9657'8.8 KM (5.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9657'STATE HIGHWAY 37 IN GROTON, 760.0 M (2493.4 FT) WEST OF MILEPOST 304,
 AE9657'26.4 M (86.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AE9657'HIGHWAY, 19.6 M (64.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0
 AE9657'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF
 AE9657'UTILITY POLE NUMBER 109 3, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7
 AE9657'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9657'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9658 ***********************************************************************
 AE9658  DESIGNATION -  12 304.73
 AE9658  PID         -  AE9658
 AE9658  STATE/COUNTY-  SD/BROWN
 AE9658  COUNTRY     -  US
 AE9658  USGS QUAD   -  JAMES (2017)
 AE9658
 AE9658                         *CURRENT SURVEY CONTROL
 AE9658  ______________________________________________________________________
 AE9658* NAD 83(1986) POSITION- 45 27 31.     (N) 098 11 31.     (W)   SCALED
 AE9658* NAVD 88 ORTHO HEIGHT -   396.782 (meters)     1301.78  (feet) ADJUSTED
 AE9658  ______________________________________________________________________
 AE9658  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 AE9658  DYNAMIC HEIGHT  -        396.753 (meters)     1301.68  (feet) COMP
 AE9658  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 AE9658
 AE9658  VERT ORDER      -  FIRST     CLASS II
 AE9658
 AE9658.The horizontal coordinates were scaled from a map and have
 AE9658.an estimated accuracy of +/- 6 seconds.
 AE9658
 AE9658.The orthometric height was determined by differential leveling and
 AE9658.adjusted by the NATIONAL GEODETIC SURVEY
 AE9658.in July 1998.
 AE9658
 AE9658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9658.GEOID18 height accuracy estimate available here.
 AE9658
 AE9658.Click photographs - Photos may exist for this station.
 AE9658
 AE9658.The dynamic height is computed by dividing the NAVD 88
 AE9658.geopotential number by the normal gravity value computed on the
 AE9658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9658.degrees latitude (g = 980.6199 gals.).
 AE9658
 AE9658.The modeled gravity was interpolated from observed gravity values.
 AE9658
 AE9658;                    North         East    Units  Estimated Accuracy
 AE9658;SPC SD N     -   182,190.      741,400.      MT  (+/- 180 meters Scaled)
 AE9658
 AE9658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR631342(NAD 83)
 AE9658
 AE9658                          SUPERSEDED SURVEY CONTROL
 AE9658
 AE9658.No superseded survey control is available for this station.
 AE9658
 AE9658_MARKER: Z = SEE DESCRIPTION
 AE9658_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9658_STAMPING: 12-304.73 1996
 AE9658_MARK LOGO: NGS
 AE9658_PROJECTION: FLUSH
 AE9658_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9658+STABILITY: POSITION/ELEVATION WELL
 AE9658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9658+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9658_ROD/PIPE-DEPTH: 6.4 meters
 AE9658_SLEEVE-DEPTH  : 1.8 meters
 AE9658
 AE9658  HISTORY     - Date     Condition        Report By
 AE9658  HISTORY     - 1996     MONUMENTED       SDDT
 AE9658  HISTORY     - 19970314 GOOD             NGS
 AE9658
 AE9658                          STATION DESCRIPTION
 AE9658
 AE9658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9658'6.9 KM (4.30 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9658'STATE HIGHWAY 37 IN GROTON, 425.0 M (1394.4 FT) WEST OF MILEPOST 305,
 AE9658'26.1 M (85.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AE9658'HIGHWAY, 8.2 M (26.9 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.7 M
 AE9658'(2.3 FT) SOUTH OF A WITNESS POST AND THE CENTER OF 3 BRACED FENCE
 AE9658'POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 AE9658'FT) NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE9658'STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1
 AE9658'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE9658'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9659 ***********************************************************************
 AE9659  DESIGNATION -  12 305.37
 AE9659  PID         -  AE9659
 AE9659  STATE/COUNTY-  SD/BROWN
 AE9659  COUNTRY     -  US
 AE9659  USGS QUAD   -  JAMES (2017)
 AE9659
 AE9659                         *CURRENT SURVEY CONTROL
 AE9659  ______________________________________________________________________
 AE9659* NAD 83(1986) POSITION- 45 27 31.     (N) 098 10 42.     (W)   SCALED
 AE9659* NAVD 88 ORTHO HEIGHT -   397.548 (meters)     1304.29  (feet) ADJUSTED
 AE9659  ______________________________________________________________________
 AE9659  GEOID HEIGHT    -        -24.794 (meters)                     GEOID18
 AE9659  DYNAMIC HEIGHT  -        397.519 (meters)     1304.19  (feet) COMP
 AE9659  MODELED GRAVITY -    980,532.8   (mgal)                       NAVD 88
 AE9659
 AE9659  VERT ORDER      -  FIRST     CLASS II
 AE9659
 AE9659.The horizontal coordinates were scaled from a map and have
 AE9659.an estimated accuracy of +/- 6 seconds.
 AE9659
 AE9659.The orthometric height was determined by differential leveling and
 AE9659.adjusted by the NATIONAL GEODETIC SURVEY
 AE9659.in July 1998.
 AE9659
 AE9659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9659.GEOID18 height accuracy estimate available here.
 AE9659
 AE9659.Click photographs - Photos may exist for this station.
 AE9659
 AE9659.The dynamic height is computed by dividing the NAVD 88
 AE9659.geopotential number by the normal gravity value computed on the
 AE9659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9659.degrees latitude (g = 980.6199 gals.).
 AE9659
 AE9659.The modeled gravity was interpolated from observed gravity values.
 AE9659
 AE9659;                    North         East    Units  Estimated Accuracy
 AE9659;SPC SD N     -   182,210.      742,470.      MT  (+/- 180 meters Scaled)
 AE9659
 AE9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR642342(NAD 83)
 AE9659
 AE9659                          SUPERSEDED SURVEY CONTROL
 AE9659
 AE9659.No superseded survey control is available for this station.
 AE9659
 AE9659_MARKER: DD = SURVEY DISK
 AE9659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9659_STAMPING: 12-305.37 1996
 AE9659_MARK LOGO: SDDT
 AE9659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9659+STABILITY: SURFACE MOTION
 AE9659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9659+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9659
 AE9659  HISTORY     - Date     Condition        Report By
 AE9659  HISTORY     - 1996     MONUMENTED       SDDT
 AE9659  HISTORY     - 19970314 GOOD             NGS
 AE9659
 AE9659                          STATION DESCRIPTION
 AE9659
 AE9659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9659'5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9659'STATE HIGHWAY 37 IN GROTON, 623.0 M (2044.0 FT) EAST OF MILEPOST 305,
 AE9659'350.0 M (1148.3 FT) WEST OF THE WEST END OF THE WESTBOUND HIGHWAY
 AE9659'OVERPASS OF THE BURLINGTON NORTHERN RAILROAD, 29.7 M (97.4 FT) NORTH
 AE9659'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 2.5 M (8.2
 AE9659'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AE9659'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9660 ***********************************************************************
 AE9660  DESIGNATION -  12 306.50
 AE9660  PID         -  AE9660
 AE9660  STATE/COUNTY-  SD/BROWN
 AE9660  COUNTRY     -  US
 AE9660  USGS QUAD   -  JAMES (2017)
 AE9660
 AE9660                         *CURRENT SURVEY CONTROL
 AE9660  ______________________________________________________________________
 AE9660* NAD 83(1986) POSITION- 45 27 29.     (N) 098 09 18.     (W)   SCALED
 AE9660* NAVD 88 ORTHO HEIGHT -   397.987 (meters)     1305.73  (feet) ADJUSTED
 AE9660  ______________________________________________________________________
 AE9660  GEOID HEIGHT    -        -24.811 (meters)                     GEOID18
 AE9660  DYNAMIC HEIGHT  -        397.959 (meters)     1305.64  (feet) COMP
 AE9660  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 AE9660
 AE9660  VERT ORDER      -  FIRST     CLASS II
 AE9660
 AE9660.The horizontal coordinates were scaled from a map and have
 AE9660.an estimated accuracy of +/- 6 seconds.
 AE9660
 AE9660.The orthometric height was determined by differential leveling and
 AE9660.adjusted by the NATIONAL GEODETIC SURVEY
 AE9660.in July 1998.
 AE9660
 AE9660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9660.GEOID18 height accuracy estimate available here.
 AE9660
 AE9660.Click photographs - Photos may exist for this station.
 AE9660
 AE9660.The dynamic height is computed by dividing the NAVD 88
 AE9660.geopotential number by the normal gravity value computed on the
 AE9660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9660.degrees latitude (g = 980.6199 gals.).
 AE9660
 AE9660.The modeled gravity was interpolated from observed gravity values.
 AE9660
 AE9660;                    North         East    Units  Estimated Accuracy
 AE9660;SPC SD N     -   182,190.      744,290.      MT  (+/- 180 meters Scaled)
 AE9660
 AE9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR660341(NAD 83)
 AE9660
 AE9660                          SUPERSEDED SURVEY CONTROL
 AE9660
 AE9660.No superseded survey control is available for this station.
 AE9660
 AE9660_MARKER: DD = SURVEY DISK
 AE9660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9660_STAMPING: 12-306.50 1996
 AE9660_MARK LOGO: SDDT
 AE9660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9660+STABILITY: SURFACE MOTION
 AE9660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9660+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9660
 AE9660  HISTORY     - Date     Condition        Report By
 AE9660  HISTORY     - 1996     MONUMENTED       SDDT
 AE9660  HISTORY     - 19970314 GOOD             NGS
 AE9660
 AE9660                          STATION DESCRIPTION
 AE9660
 AE9660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9660'4.0 KM (2.50 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9660'STATE HIGHWAY 37 IN GROTON, 799.0 M (2621.4 FT) EAST OF MILEPOST 306,
 AE9660'16.5 M (54.1 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AE9660'HIGHWAY, 15.1 M (49.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AE9660'LANES OF THE HIGHWAY, 10.2 M (33.5 FT) EAST OF THE CENTER OF A
 AE9660'CROSSOVER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE9660'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9660'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9661 ***********************************************************************
 AE9661  DESIGNATION -  12 307.49
 AE9661  PID         -  AE9661
 AE9661  STATE/COUNTY-  SD/BROWN
 AE9661  COUNTRY     -  US
 AE9661  USGS QUAD   -  JAMES (2017)
 AE9661
 AE9661                         *CURRENT SURVEY CONTROL
 AE9661  ______________________________________________________________________
 AE9661* NAD 83(1986) POSITION- 45 27 26.     (N) 098 08 04.     (W)   SCALED
 AE9661* NAVD 88 ORTHO HEIGHT -   397.854 (meters)     1305.29  (feet) ADJUSTED
 AE9661  ______________________________________________________________________
 AE9661  GEOID HEIGHT    -        -24.824 (meters)                     GEOID18
 AE9661  DYNAMIC HEIGHT  -        397.825 (meters)     1305.20  (feet) COMP
 AE9661  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 AE9661
 AE9661  VERT ORDER      -  FIRST     CLASS II
 AE9661
 AE9661.The horizontal coordinates were scaled from a map and have
 AE9661.an estimated accuracy of +/- 6 seconds.
 AE9661
 AE9661.The orthometric height was determined by differential leveling and
 AE9661.adjusted by the NATIONAL GEODETIC SURVEY
 AE9661.in July 1998.
 AE9661
 AE9661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9661.GEOID18 height accuracy estimate available here.
 AE9661
 AE9661.Click photographs - Photos may exist for this station.
 AE9661
 AE9661.The dynamic height is computed by dividing the NAVD 88
 AE9661.geopotential number by the normal gravity value computed on the
 AE9661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9661.degrees latitude (g = 980.6199 gals.).
 AE9661
 AE9661.The modeled gravity was interpolated from observed gravity values.
 AE9661
 AE9661;                    North         East    Units  Estimated Accuracy
 AE9661;SPC SD N     -   182,140.      745,900.      MT  (+/- 180 meters Scaled)
 AE9661
 AE9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR676341(NAD 83)
 AE9661
 AE9661                          SUPERSEDED SURVEY CONTROL
 AE9661
 AE9661.No superseded survey control is available for this station.
 AE9661
 AE9661_MARKER: DD = SURVEY DISK
 AE9661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9661_STAMPING: 12-307.49 1996
 AE9661_MARK LOGO: SDDT
 AE9661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9661+STABILITY: SURFACE MOTION
 AE9661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9661+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9661
 AE9661  HISTORY     - Date     Condition        Report By
 AE9661  HISTORY     - 1996     MONUMENTED       SDDT
 AE9661  HISTORY     - 19970314 GOOD             NGS
 AE9661
 AE9661                          STATION DESCRIPTION
 AE9661
 AE9661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9661'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9661'STATE HIGHWAY 37 IN GROTON, 794.0 M (2605.0 FT) EAST OF MILEPOST 307,
 AE9661'33.7 M (110.6 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AE9661'THE HIGHWAY, 17.6 M (57.7 FT) NORTHEAST OF A UTILITY POLE, 7.2 M (23.6
 AE9661'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT) BELOW THE
 AE9661'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AE9661'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9662 ***********************************************************************
 AE9662  DESIGNATION -  12 308.50
 AE9662  PID         -  AE9662
 AE9662  STATE/COUNTY-  SD/BROWN
 AE9662  COUNTRY     -  US
 AE9662  USGS QUAD   -  GROTON (2017)
 AE9662
 AE9662                         *CURRENT SURVEY CONTROL
 AE9662  ______________________________________________________________________
 AE9662* NAD 83(1986) POSITION- 45 27 30.     (N) 098 06 48.     (W)   SCALED
 AE9662* NAVD 88 ORTHO HEIGHT -   397.672 (meters)     1304.70  (feet) ADJUSTED
 AE9662  ______________________________________________________________________
 AE9662  GEOID HEIGHT    -        -24.839 (meters)                     GEOID18
 AE9662  DYNAMIC HEIGHT  -        397.643 (meters)     1304.60  (feet) COMP
 AE9662  MODELED GRAVITY -    980,532.0   (mgal)                       NAVD 88
 AE9662
 AE9662  VERT ORDER      -  FIRST     CLASS II
 AE9662
 AE9662.The horizontal coordinates were scaled from a map and have
 AE9662.an estimated accuracy of +/- 6 seconds.
 AE9662
 AE9662.The orthometric height was determined by differential leveling and
 AE9662.adjusted by the NATIONAL GEODETIC SURVEY
 AE9662.in July 1998.
 AE9662
 AE9662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9662.GEOID18 height accuracy estimate available here.
 AE9662
 AE9662.Click photographs - Photos may exist for this station.
 AE9662
 AE9662.The dynamic height is computed by dividing the NAVD 88
 AE9662.geopotential number by the normal gravity value computed on the
 AE9662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9662.degrees latitude (g = 980.6199 gals.).
 AE9662
 AE9662.The modeled gravity was interpolated from observed gravity values.
 AE9662
 AE9662;                    North         East    Units  Estimated Accuracy
 AE9662;SPC SD N     -   182,300.      747,550.      MT  (+/- 180 meters Scaled)
 AE9662
 AE9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR693342(NAD 83)
 AE9662
 AE9662                          SUPERSEDED SURVEY CONTROL
 AE9662
 AE9662.No superseded survey control is available for this station.
 AE9662
 AE9662_MARKER: DD = SURVEY DISK
 AE9662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9662_STAMPING: 12-308.50 1996
 AE9662_MARK LOGO: SDDT
 AE9662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9662+STABILITY: SURFACE MOTION
 AE9662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9662+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9662
 AE9662  HISTORY     - Date     Condition        Report By
 AE9662  HISTORY     - 1996     MONUMENTED       SDDT
 AE9662  HISTORY     - 19970314 GOOD             NGS
 AE9662
 AE9662                          STATION DESCRIPTION
 AE9662
 AE9662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9662'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9662'STATE HIGHWAY 37 IN GROTON, 803.0 M (2634.5 FT) EAST OF MILEPOST 308,
 AE9662'27.6 M (90.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AE9662'HIGHWAY, 20.3 M (66.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 3.0
 AE9662'M (9.8 FT) WEST OF A RIGHT-OF-WAY POST, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9662'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 AE9662'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9663 ***********************************************************************
 AE9663  DESIGNATION -  12 309.56
 AE9663  PID         -  AE9663
 AE9663  STATE/COUNTY-  SD/BROWN
 AE9663  COUNTRY     -  US
 AE9663  USGS QUAD   -  GROTON (2017)
 AE9663
 AE9663                         *CURRENT SURVEY CONTROL
 AE9663  ______________________________________________________________________
 AE9663* NAD 83(1986) POSITION- 45 27 19.     (N) 098 05 38.     (W)   SCALED
 AE9663* NAVD 88 ORTHO HEIGHT -   397.722 (meters)     1304.86  (feet) ADJUSTED
 AE9663  ______________________________________________________________________
 AE9663  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 AE9663  DYNAMIC HEIGHT  -        397.693 (meters)     1304.76  (feet) COMP
 AE9663  MODELED GRAVITY -    980,531.4   (mgal)                       NAVD 88
 AE9663
 AE9663  VERT ORDER      -  FIRST     CLASS II
 AE9663
 AE9663.The horizontal coordinates were scaled from a map and have
 AE9663.an estimated accuracy of +/- 6 seconds.
 AE9663
 AE9663.The orthometric height was determined by differential leveling and
 AE9663.adjusted by the NATIONAL GEODETIC SURVEY
 AE9663.in July 1998.
 AE9663
 AE9663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9663.GEOID18 height accuracy estimate available here.
 AE9663
 AE9663.Click photographs - Photos may exist for this station.
 AE9663
 AE9663.The dynamic height is computed by dividing the NAVD 88
 AE9663.geopotential number by the normal gravity value computed on the
 AE9663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9663.degrees latitude (g = 980.6199 gals.).
 AE9663
 AE9663.The modeled gravity was interpolated from observed gravity values.
 AE9663
 AE9663;                    North         East    Units  Estimated Accuracy
 AE9663;SPC SD N     -   181,990.      749,080.      MT  (+/- 180 meters Scaled)
 AE9663
 AE9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR708339(NAD 83)
 AE9663
 AE9663                          SUPERSEDED SURVEY CONTROL
 AE9663
 AE9663.No superseded survey control is available for this station.
 AE9663
 AE9663_MARKER: DD = SURVEY DISK
 AE9663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9663_STAMPING: 12-309.56 1996
 AE9663_MARK LOGO: SDDT
 AE9663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9663+STABILITY: SURFACE MOTION
 AE9663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9663+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9663
 AE9663  HISTORY     - Date     Condition        Report By
 AE9663  HISTORY     - 1996     MONUMENTED       SDDT
 AE9663  HISTORY     - 19970314 GOOD             NGS
 AE9663
 AE9663                          STATION DESCRIPTION
 AE9663
 AE9663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9663'0.9 KM (0.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9663'STATE HIGHWAY 37 IN GROTON, 716.0 M (2349.1 FT) WEST OF MILEPOST 310,
 AE9663'30.7 M (100.7 FT) NORTHWEST OF THE CENTER OF 6TH STREET, 29.1 M (95.5
 AE9663'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) NORTH OF A
 AE9663'FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AE9663'(1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE9663'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9664 ***********************************************************************
 AE9664  DESIGNATION -  12 310.00
 AE9664  PID         -  AE9664
 AE9664  STATE/COUNTY-  SD/BROWN
 AE9664  COUNTRY     -  US
 AE9664  USGS QUAD   -  GROTON (2017)
 AE9664
 AE9664                         *CURRENT SURVEY CONTROL
 AE9664  ______________________________________________________________________
 AE9664* NAD 83(1986) POSITION- 45 27 02.     (N) 098 05 17.     (W)   SCALED
 AE9664* NAVD 88 ORTHO HEIGHT -   396.431 (meters)     1300.62  (feet) ADJUSTED
 AE9664  ______________________________________________________________________
 AE9664  GEOID HEIGHT    -        -24.838 (meters)                     GEOID18
 AE9664  DYNAMIC HEIGHT  -        396.401 (meters)     1300.53  (feet) COMP
 AE9664  MODELED GRAVITY -    980,531.3   (mgal)                       NAVD 88
 AE9664
 AE9664  VERT ORDER      -  FIRST     CLASS II
 AE9664
 AE9664.The horizontal coordinates were scaled from a map and have
 AE9664.an estimated accuracy of +/- 6 seconds.
 AE9664
 AE9664.The orthometric height was determined by differential leveling and
 AE9664.adjusted by the NATIONAL GEODETIC SURVEY
 AE9664.in July 1998.
 AE9664
 AE9664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9664.GEOID18 height accuracy estimate available here.
 AE9664
 AE9664.Click photographs - Photos may exist for this station.
 AE9664
 AE9664.The dynamic height is computed by dividing the NAVD 88
 AE9664.geopotential number by the normal gravity value computed on the
 AE9664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9664.degrees latitude (g = 980.6199 gals.).
 AE9664
 AE9664.The modeled gravity was interpolated from observed gravity values.
 AE9664
 AE9664;                    North         East    Units  Estimated Accuracy
 AE9664;SPC SD N     -   181,480.      749,550.      MT  (+/- 180 meters Scaled)
 AE9664
 AE9664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR713334(NAD 83)
 AE9664
 AE9664                          SUPERSEDED SURVEY CONTROL
 AE9664
 AE9664.No superseded survey control is available for this station.
 AE9664
 AE9664_MARKER: DB = BENCH MARK DISK
 AE9664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9664_STAMPING: 12-310.00
 AE9664_MARK LOGO: SDHD
 AE9664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9664+STABILITY: SURFACE MOTION
 AE9664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9664+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9664
 AE9664  HISTORY     - Date     Condition        Report By
 AE9664  HISTORY     - UNK      MONUMENTED       SDHD
 AE9664  HISTORY     - 19970314 GOOD             NGS
 AE9664
 AE9664                          STATION DESCRIPTION
 AE9664
 AE9664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9664'1.6 KM (1.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9664'STATE HIGHWAY 37 IN GROTON, 42.7 M (140.1 FT) NORTHEAST OF MILEPOST
 AE9664'310, 30.4 M (99.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 23.2 M
 AE9664'(76.1 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 0.8 M (2.6 FT) BELOW
 AE9664'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST,
 AE9664'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9665 ***********************************************************************
 AE9665  DESIGNATION -  12 310.60
 AE9665  PID         -  AE9665
 AE9665  STATE/COUNTY-  SD/BROWN
 AE9665  COUNTRY     -  US
 AE9665  USGS QUAD   -  GROTON (2017)
 AE9665
 AE9665                         *CURRENT SURVEY CONTROL
 AE9665  ______________________________________________________________________
 AE9665* NAD 83(1986) POSITION- 45 26 36.     (N) 098 04 51.     (W)   SCALED
 AE9665* NAVD 88 ORTHO HEIGHT -   394.359 (meters)     1293.83  (feet) ADJUSTED
 AE9665  ______________________________________________________________________
 AE9665  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 AE9665  DYNAMIC HEIGHT  -        394.330 (meters)     1293.73  (feet) COMP
 AE9665  MODELED GRAVITY -    980,531.3   (mgal)                       NAVD 88
 AE9665
 AE9665  VERT ORDER      -  FIRST     CLASS II
 AE9665
 AE9665.The horizontal coordinates were scaled from a map and have
 AE9665.an estimated accuracy of +/- 6 seconds.
 AE9665
 AE9665.The orthometric height was determined by differential leveling and
 AE9665.adjusted by the NATIONAL GEODETIC SURVEY
 AE9665.in July 1998.
 AE9665
 AE9665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9665.GEOID18 height accuracy estimate available here.
 AE9665
 AE9665.Click photographs - Photos may exist for this station.
 AE9665
 AE9665.The dynamic height is computed by dividing the NAVD 88
 AE9665.geopotential number by the normal gravity value computed on the
 AE9665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9665.degrees latitude (g = 980.6199 gals.).
 AE9665
 AE9665.The modeled gravity was interpolated from observed gravity values.
 AE9665
 AE9665;                    North         East    Units  Estimated Accuracy
 AE9665;SPC SD N     -   180,690.      750,130.      MT  (+/- 180 meters Scaled)
 AE9665
 AE9665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR718326(NAD 83)
 AE9665
 AE9665                          SUPERSEDED SURVEY CONTROL
 AE9665
 AE9665.No superseded survey control is available for this station.
 AE9665
 AE9665_MARKER: Z = SEE DESCRIPTION
 AE9665_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9665_STAMPING: 12-310.60
 AE9665_MARK LOGO: NGS
 AE9665_PROJECTION: FLUSH
 AE9665_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9665+STABILITY: POSITION/ELEVATION WELL
 AE9665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9665+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9665_ROD/PIPE-DEPTH: 6.4 meters
 AE9665_SLEEVE-DEPTH  : 1.8 meters
 AE9665
 AE9665  HISTORY     - Date     Condition        Report By
 AE9665  HISTORY     - 1996     MONUMENTED       SDDT
 AE9665  HISTORY     - 19970314 GOOD             NGS
 AE9665
 AE9665                          STATION DESCRIPTION
 AE9665
 AE9665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9665'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9665'STATE HIGHWAY 37 IN GROTON, 624.0 M (2047.2 FT) WEST OF MILEPOST 311,
 AE9665'29.8 M (97.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT)
 AE9665'SOUTH OF THE CENTERLINE OF 134TH STREET, 1.5 M (4.9 FT) NORTHEAST OF A
 AE9665'FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AE9665'(1.3 FT) NORTHEAST OF A WITNESS POST, AND 0.4 M (1.3 FT) SOUTHWEST OF
 AE9665'A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AE9665'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE9665'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9665'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9666 ***********************************************************************
 AE9666  DESIGNATION -  12 311.08
 AE9666  PID         -  AE9666
 AE9666  STATE/COUNTY-  SD/BROWN
 AE9666  COUNTRY     -  US
 AE9666  USGS QUAD   -  GROTON (2017)
 AE9666
 AE9666                         *CURRENT SURVEY CONTROL
 AE9666  ______________________________________________________________________
 AE9666* NAD 83(1986) POSITION- 45 26 25.     (N) 098 04 18.     (W)   SCALED
 AE9666* NAVD 88 ORTHO HEIGHT -   395.492 (meters)     1297.54  (feet) ADJUSTED
 AE9666  ______________________________________________________________________
 AE9666  GEOID HEIGHT    -        -24.830 (meters)                     GEOID18
 AE9666  DYNAMIC HEIGHT  -        395.463 (meters)     1297.45  (feet) COMP
 AE9666  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 AE9666
 AE9666  VERT ORDER      -  FIRST     CLASS II
 AE9666
 AE9666.The horizontal coordinates were scaled from a map and have
 AE9666.an estimated accuracy of +/- 6 seconds.
 AE9666
 AE9666.The orthometric height was determined by differential leveling and
 AE9666.adjusted by the NATIONAL GEODETIC SURVEY
 AE9666.in July 1998.
 AE9666
 AE9666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9666.GEOID18 height accuracy estimate available here.
 AE9666
 AE9666.Click photographs - Photos may exist for this station.
 AE9666
 AE9666.The dynamic height is computed by dividing the NAVD 88
 AE9666.geopotential number by the normal gravity value computed on the
 AE9666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9666.degrees latitude (g = 980.6199 gals.).
 AE9666
 AE9666.The modeled gravity was interpolated from observed gravity values.
 AE9666
 AE9666;                    North         East    Units  Estimated Accuracy
 AE9666;SPC SD N     -   180,370.      750,850.      MT  (+/- 180 meters Scaled)
 AE9666
 AE9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR726322(NAD 83)
 AE9666
 AE9666                          SUPERSEDED SURVEY CONTROL
 AE9666
 AE9666.No superseded survey control is available for this station.
 AE9666
 AE9666_MARKER: DB = BENCH MARK DISK
 AE9666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9666_STAMPING: 12-311.08
 AE9666_MARK LOGO: SDHD
 AE9666_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9666+STABILITY: SURFACE MOTION
 AE9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9666+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9666
 AE9666  HISTORY     - Date     Condition        Report By
 AE9666  HISTORY     - UNK      MONUMENTED       SDHD
 AE9666  HISTORY     - 19970314 GOOD             NGS
 AE9666
 AE9666                          STATION DESCRIPTION
 AE9666
 AE9666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9666'3.3 KM (2.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9666'STATE HIGHWAY 37 IN GROTON, 132.0 M (433.1 FT) EAST OF MILEPOST 311,
 AE9666'42.7 M (140.1 FT) WEST OF THE WEST END OF 2 BRACED FENCE POSTS, 30.3 M
 AE9666'(99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AE9666'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AE9666'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 AE9666'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9667 ***********************************************************************
 AE9667  DESIGNATION -  12 312.21
 AE9667  PID         -  AE9667
 AE9667  STATE/COUNTY-  SD/BROWN
 AE9667  COUNTRY     -  US
 AE9667  USGS QUAD   -  GROTON (2017)
 AE9667
 AE9667                         *CURRENT SURVEY CONTROL
 AE9667  ______________________________________________________________________
 AE9667* NAD 83(1986) POSITION- 45 26 10.     (N) 098 02 58.     (W)   SCALED
 AE9667* NAVD 88 ORTHO HEIGHT -   397.635 (meters)     1304.57  (feet) ADJUSTED
 AE9667  ______________________________________________________________________
 AE9667  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 AE9667  DYNAMIC HEIGHT  -        397.605 (meters)     1304.48  (feet) COMP
 AE9667  MODELED GRAVITY -    980,529.6   (mgal)                       NAVD 88
 AE9667
 AE9667  VERT ORDER      -  FIRST     CLASS II
 AE9667
 AE9667.The horizontal coordinates were scaled from a map and have
 AE9667.an estimated accuracy of +/- 6 seconds.
 AE9667
 AE9667.The orthometric height was determined by differential leveling and
 AE9667.adjusted by the NATIONAL GEODETIC SURVEY
 AE9667.in July 1998.
 AE9667
 AE9667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9667.GEOID18 height accuracy estimate available here.
 AE9667
 AE9667.Click photographs - Photos may exist for this station.
 AE9667
 AE9667.The dynamic height is computed by dividing the NAVD 88
 AE9667.geopotential number by the normal gravity value computed on the
 AE9667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9667.degrees latitude (g = 980.6199 gals.).
 AE9667
 AE9667.The modeled gravity was interpolated from observed gravity values.
 AE9667
 AE9667;                    North         East    Units  Estimated Accuracy
 AE9667;SPC SD N     -   179,950.      752,600.      MT  (+/- 180 meters Scaled)
 AE9667
 AE9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR743318(NAD 83)
 AE9667
 AE9667                          SUPERSEDED SURVEY CONTROL
 AE9667
 AE9667.No superseded survey control is available for this station.
 AE9667
 AE9667_MARKER: DB = BENCH MARK DISK
 AE9667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9667_STAMPING: 12-312.21
 AE9667_MARK LOGO: SDHD
 AE9667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9667+STABILITY: SURFACE MOTION
 AE9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9667+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9667
 AE9667  HISTORY     - Date     Condition        Report By
 AE9667  HISTORY     - UNK      MONUMENTED       SDHD
 AE9667  HISTORY     - 19970314 GOOD             NGS
 AE9667
 AE9667                          STATION DESCRIPTION
 AE9667
 AE9667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9667'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9667'STATE HIGHWAY 37 IN GROTON, 335.0 M (1099.1 FT) EAST OF MILEPOST 312,
 AE9667'32.1 M (105.3 FT) WEST OF THE WEST END OF 3 BRACED FENCE POSTS, 32.0 M
 AE9667'(105.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AE9667'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AE9667'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 AE9667'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9668 ***********************************************************************
 AE9668  DESIGNATION -  12 313.10
 AE9668  PID         -  AE9668
 AE9668  STATE/COUNTY-  SD/BROWN
 AE9668  COUNTRY     -  US
 AE9668  USGS QUAD   -  GROTON (2017)
 AE9668
 AE9668                         *CURRENT SURVEY CONTROL
 AE9668  ______________________________________________________________________
 AE9668* NAD 83(1986) POSITION- 45 25 59.     (N) 098 01 54.     (W)   SCALED
 AE9668* NAVD 88 ORTHO HEIGHT -   399.073 (meters)     1309.29  (feet) ADJUSTED
 AE9668  ______________________________________________________________________
 AE9668  GEOID HEIGHT    -        -24.833 (meters)                     GEOID18
 AE9668  DYNAMIC HEIGHT  -        399.042 (meters)     1309.19  (feet) COMP
 AE9668  MODELED GRAVITY -    980,528.2   (mgal)                       NAVD 88
 AE9668
 AE9668  VERT ORDER      -  FIRST     CLASS II
 AE9668
 AE9668.The horizontal coordinates were scaled from a map and have
 AE9668.an estimated accuracy of +/- 6 seconds.
 AE9668
 AE9668.The orthometric height was determined by differential leveling and
 AE9668.adjusted by the NATIONAL GEODETIC SURVEY
 AE9668.in July 1998.
 AE9668
 AE9668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9668.GEOID18 height accuracy estimate available here.
 AE9668
 AE9668.Click photographs - Photos may exist for this station.
 AE9668
 AE9668.The dynamic height is computed by dividing the NAVD 88
 AE9668.geopotential number by the normal gravity value computed on the
 AE9668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9668.degrees latitude (g = 980.6199 gals.).
 AE9668
 AE9668.The modeled gravity was interpolated from observed gravity values.
 AE9668
 AE9668;                    North         East    Units  Estimated Accuracy
 AE9668;SPC SD N     -   179,640.      754,000.      MT  (+/- 180 meters Scaled)
 AE9668
 AE9668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR757315(NAD 83)
 AE9668
 AE9668                          SUPERSEDED SURVEY CONTROL
 AE9668
 AE9668.No superseded survey control is available for this station.
 AE9668
 AE9668_MARKER: DB = BENCH MARK DISK
 AE9668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9668_STAMPING: 12-313.10
 AE9668_MARK LOGO: SDHD
 AE9668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9668+STABILITY: SURFACE MOTION
 AE9668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9668+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9668
 AE9668  HISTORY     - Date     Condition        Report By
 AE9668  HISTORY     - UNK      MONUMENTED       SDHD
 AE9668  HISTORY     - 19970314 GOOD             NGS
 AE9668
 AE9668                          STATION DESCRIPTION
 AE9668
 AE9668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9668'6.6 KM (4.10 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9668'STATE HIGHWAY 37 IN GROTON, 163.0 M (534.8 FT) EAST OF MILEPOST 313,
 AE9668'30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT)
 AE9668'EAST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9668'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AE9668'WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AE9668'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9669 ***********************************************************************
 AE9669  DESIGNATION -  12 314.23
 AE9669  PID         -  AE9669
 AE9669  STATE/COUNTY-  SD/BROWN
 AE9669  COUNTRY     -  US
 AE9669  USGS QUAD   -  GROTON (2017)
 AE9669
 AE9669                         *CURRENT SURVEY CONTROL
 AE9669  ______________________________________________________________________
 AE9669* NAD 83(1986) POSITION- 45 25 44.     (N) 098 00 32.     (W)   SCALED
 AE9669* NAVD 88 ORTHO HEIGHT -   405.015 (meters)     1328.79  (feet) ADJUSTED
 AE9669  ______________________________________________________________________
 AE9669  GEOID HEIGHT    -        -24.835 (meters)                     GEOID18
 AE9669  DYNAMIC HEIGHT  -        404.983 (meters)     1328.68  (feet) COMP
 AE9669  MODELED GRAVITY -    980,526.1   (mgal)                       NAVD 88
 AE9669
 AE9669  VERT ORDER      -  FIRST     CLASS II
 AE9669
 AE9669.The horizontal coordinates were scaled from a map and have
 AE9669.an estimated accuracy of +/- 6 seconds.
 AE9669
 AE9669.The orthometric height was determined by differential leveling and
 AE9669.adjusted by the NATIONAL GEODETIC SURVEY
 AE9669.in July 1998.
 AE9669
 AE9669.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9669.GEOID18 height accuracy estimate available here.
 AE9669
 AE9669.Click photographs - Photos may exist for this station.
 AE9669
 AE9669.The dynamic height is computed by dividing the NAVD 88
 AE9669.geopotential number by the normal gravity value computed on the
 AE9669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9669.degrees latitude (g = 980.6199 gals.).
 AE9669
 AE9669.The modeled gravity was interpolated from observed gravity values.
 AE9669
 AE9669;                    North         East    Units  Estimated Accuracy
 AE9669;SPC SD N     -   179,220.      755,800.      MT  (+/- 180 meters Scaled)
 AE9669
 AE9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR775310(NAD 83)
 AE9669
 AE9669                          SUPERSEDED SURVEY CONTROL
 AE9669
 AE9669.No superseded survey control is available for this station.
 AE9669
 AE9669_MARKER: DB = BENCH MARK DISK
 AE9669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9669_STAMPING: 12-314.23
 AE9669_MARK LOGO: SDHD
 AE9669_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9669+STABILITY: SURFACE MOTION
 AE9669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9669+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9669
 AE9669  HISTORY     - Date     Condition        Report By
 AE9669  HISTORY     - UNK      MONUMENTED       SDHD
 AE9669  HISTORY     - 19970314 GOOD             NGS
 AE9669
 AE9669                          STATION DESCRIPTION
 AE9669
 AE9669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9669'8.4 KM (5.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9669'STATE HIGHWAY 37 IN GROTON, 387.0 M (1269.7 FT) EAST OF MILEPOST 314,
 AE9669'30.1 M (98.8 FT) EAST OF THE EAST END OF 2 BRACED FENCE POSTS, 30.1 M
 AE9669'(98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AE9669'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AE9669'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9670 ***********************************************************************
 AE9670  DESIGNATION -  12 315.23
 AE9670  PID         -  AE9670
 AE9670  STATE/COUNTY-  SD/BROWN
 AE9670  COUNTRY     -  US
 AE9670  USGS QUAD   -  ANDOVER (2017)
 AE9670
 AE9670                         *CURRENT SURVEY CONTROL
 AE9670  ______________________________________________________________________
 AE9670* NAD 83(1986) POSITION- 45 25 32.     (N) 097 59 21.     (W)   SCALED
 AE9670* NAVD 88 ORTHO HEIGHT -   410.472 (meters)     1346.69  (feet) ADJUSTED
 AE9670  ______________________________________________________________________
 AE9670  GEOID HEIGHT    -        -24.837 (meters)                     GEOID18
 AE9670  DYNAMIC HEIGHT  -        410.439 (meters)     1346.58  (feet) COMP
 AE9670  MODELED GRAVITY -    980,523.8   (mgal)                       NAVD 88
 AE9670
 AE9670  VERT ORDER      -  FIRST     CLASS II
 AE9670
 AE9670.The horizontal coordinates were scaled from a map and have
 AE9670.an estimated accuracy of +/- 6 seconds.
 AE9670
 AE9670.The orthometric height was determined by differential leveling and
 AE9670.adjusted by the NATIONAL GEODETIC SURVEY
 AE9670.in July 1998.
 AE9670
 AE9670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9670.GEOID18 height accuracy estimate available here.
 AE9670
 AE9670.Click photographs - Photos may exist for this station.
 AE9670
 AE9670.The dynamic height is computed by dividing the NAVD 88
 AE9670.geopotential number by the normal gravity value computed on the
 AE9670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9670.degrees latitude (g = 980.6199 gals.).
 AE9670
 AE9670.The modeled gravity was interpolated from observed gravity values.
 AE9670
 AE9670;                    North         East    Units  Estimated Accuracy
 AE9670;SPC SD N     -   178,890.      757,350.      MT  (+/- 180 meters Scaled)
 AE9670
 AE9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR790307(NAD 83)
 AE9670
 AE9670                          SUPERSEDED SURVEY CONTROL
 AE9670
 AE9670.No superseded survey control is available for this station.
 AE9670
 AE9670_MARKER: DB = BENCH MARK DISK
 AE9670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9670_STAMPING: 12-315.23
 AE9670_MARK LOGO: SDHD
 AE9670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9670+STABILITY: SURFACE MOTION
 AE9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9670+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9670
 AE9670  HISTORY     - Date     Condition        Report By
 AE9670  HISTORY     - UNK      MONUMENTED       SDHD
 AE9670  HISTORY     - 19970314 GOOD             NGS
 AE9670
 AE9670                          STATION DESCRIPTION
 AE9670
 AE9670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9670'10.0 KM (6.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9670'STATE HIGHWAY 37 IN GROTON, 364.0 M (1194.2 FT) EAST OF MILEPOST 315,
 AE9670'89.7 M (294.3 FT) WEST OF THE WEST END OF 2 BRACED FENCE POSTS, 29.8 M
 AE9670'(97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AE9670'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AE9670'NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND
 AE9670'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9671 ***********************************************************************
 AE9671  DESIGNATION -  12 315.92
 AE9671  PID         -  AE9671
 AE9671  STATE/COUNTY-  SD/DAY
 AE9671  COUNTRY     -  US
 AE9671  USGS QUAD   -  ANDOVER (2017)
 AE9671
 AE9671                         *CURRENT SURVEY CONTROL
 AE9671  ______________________________________________________________________
 AE9671* NAD 83(1986) POSITION- 45 25 21.     (N) 097 58 16.     (W)   SCALED
 AE9671* NAVD 88 ORTHO HEIGHT -   416.993 (meters)     1368.08  (feet) ADJUSTED
 AE9671  ______________________________________________________________________
 AE9671  GEOID HEIGHT    -        -24.841 (meters)                     GEOID18
 AE9671  DYNAMIC HEIGHT  -        416.959 (meters)     1367.97  (feet) COMP
 AE9671  MODELED GRAVITY -    980,522.2   (mgal)                       NAVD 88
 AE9671
 AE9671  VERT ORDER      -  FIRST     CLASS II
 AE9671
 AE9671.The horizontal coordinates were scaled from a map and have
 AE9671.an estimated accuracy of +/- 6 seconds.
 AE9671
 AE9671.The orthometric height was determined by differential leveling and
 AE9671.adjusted by the NATIONAL GEODETIC SURVEY
 AE9671.in July 1998.
 AE9671
 AE9671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9671.GEOID18 height accuracy estimate available here.
 AE9671
 AE9671.Click photographs - Photos may exist for this station.
 AE9671
 AE9671.The dynamic height is computed by dividing the NAVD 88
 AE9671.geopotential number by the normal gravity value computed on the
 AE9671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9671.degrees latitude (g = 980.6199 gals.).
 AE9671
 AE9671.The modeled gravity was interpolated from observed gravity values.
 AE9671
 AE9671;                    North         East    Units  Estimated Accuracy
 AE9671;SPC SD N     -   178,590.      758,770.      MT  (+/- 180 meters Scaled)
 AE9671
 AE9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR804304(NAD 83)
 AE9671
 AE9671                          SUPERSEDED SURVEY CONTROL
 AE9671
 AE9671.No superseded survey control is available for this station.
 AE9671
 AE9671_MARKER: DB = BENCH MARK DISK
 AE9671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9671_STAMPING: 12-315.92
 AE9671_MARK LOGO: SDHD
 AE9671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9671+STABILITY: SURFACE MOTION
 AE9671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9671+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9671
 AE9671  HISTORY     - Date     Condition        Report By
 AE9671  HISTORY     - UNK      MONUMENTED       SDHD
 AE9671  HISTORY     - 19970314 GOOD             NGS
 AE9671
 AE9671                          STATION DESCRIPTION
 AE9671
 AE9671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9671'11.5 KM (7.15 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9671'STATE HIGHWAY 37 IN GROTON, 118.0 M (387.1 FT) WEST OF MILEPOST 316,
 AE9671'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT) EAST
 AE9671'OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9671'0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AE9671'POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9671'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9672 ***********************************************************************
 AE9672  DESIGNATION -  12 316.43
 AE9672  PID         -  AE9672
 AE9672  STATE/COUNTY-  SD/DAY
 AE9672  COUNTRY     -  US
 AE9672  USGS QUAD   -  ANDOVER (2017)
 AE9672
 AE9672                         *CURRENT SURVEY CONTROL
 AE9672  ______________________________________________________________________
 AE9672* NAD 83(1986) POSITION- 45 25 16.     (N) 097 57 40.     (W)   SCALED
 AE9672* NAVD 88 ORTHO HEIGHT -   422.982 (meters)     1387.73  (feet) ADJUSTED
 AE9672  ______________________________________________________________________
 AE9672  GEOID HEIGHT    -        -24.844 (meters)                     GEOID18
 AE9672  DYNAMIC HEIGHT  -        422.947 (meters)     1387.62  (feet) COMP
 AE9672  MODELED GRAVITY -    980,521.4   (mgal)                       NAVD 88
 AE9672
 AE9672  VERT ORDER      -  FIRST     CLASS II
 AE9672
 AE9672.The horizontal coordinates were scaled from a map and have
 AE9672.an estimated accuracy of +/- 6 seconds.
 AE9672
 AE9672.The orthometric height was determined by differential leveling and
 AE9672.adjusted by the NATIONAL GEODETIC SURVEY
 AE9672.in July 1998.
 AE9672
 AE9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9672.GEOID18 height accuracy estimate available here.
 AE9672
 AE9672.Click photographs - Photos may exist for this station.
 AE9672
 AE9672.The dynamic height is computed by dividing the NAVD 88
 AE9672.geopotential number by the normal gravity value computed on the
 AE9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9672.degrees latitude (g = 980.6199 gals.).
 AE9672
 AE9672.The modeled gravity was interpolated from observed gravity values.
 AE9672
 AE9672;                    North         East    Units  Estimated Accuracy
 AE9672;SPC SD N     -   178,450.      759,560.      MT  (+/- 180 meters Scaled)
 AE9672
 AE9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR812302(NAD 83)
 AE9672
 AE9672                          SUPERSEDED SURVEY CONTROL
 AE9672
 AE9672.No superseded survey control is available for this station.
 AE9672
 AE9672_MARKER: Z = SEE DESCRIPTION
 AE9672_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9672_STAMPING: 12-316.43 1996
 AE9672_MARK LOGO: NGS
 AE9672_PROJECTION: FLUSH
 AE9672_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9672+STABILITY: POSITION/ELEVATION WELL
 AE9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9672+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9672_ROD/PIPE-DEPTH: 6.4 meters
 AE9672_SLEEVE-DEPTH  : 1.8 meters
 AE9672
 AE9672  HISTORY     - Date     Condition        Report By
 AE9672  HISTORY     - 1996     MONUMENTED       SDDT
 AE9672  HISTORY     - 19970314 GOOD             NGS
 AE9672
 AE9672                          STATION DESCRIPTION
 AE9672
 AE9672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9672'12.3 KM (7.65 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9672'STATE HIGHWAY 37 IN GROTON, 688.0 M (2257.2 FT) EAST OF MILEPOST 316,
 AE9672'43.7 M (143.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT)
 AE9672'NORTH OF A FENCE CORNER, 9.4 M (30.8 FT) WEST OF THE CENTER OF A DIRT
 AE9672'ROAD, 0.8 M (2.6 FT) EAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9672'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.4 M (1.3
 AE9672'FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE9672'STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1
 AE9672'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE9672'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9673 ***********************************************************************
 AE9673  DESIGNATION -  12 317.13
 AE9673  PID         -  AE9673
 AE9673  STATE/COUNTY-  SD/DAY
 AE9673  COUNTRY     -  US
 AE9673  USGS QUAD   -  ANDOVER (2017)
 AE9673
 AE9673                         *CURRENT SURVEY CONTROL
 AE9673  ______________________________________________________________________
 AE9673* NAD 83(1986) POSITION- 45 25 09.     (N) 097 56 45.     (W)   SCALED
 AE9673* NAVD 88 ORTHO HEIGHT -   430.013 (meters)     1410.80  (feet) ADJUSTED
 AE9673  ______________________________________________________________________
 AE9673  GEOID HEIGHT    -        -24.850 (meters)                     GEOID18
 AE9673  DYNAMIC HEIGHT  -        429.977 (meters)     1410.68  (feet) COMP
 AE9673  MODELED GRAVITY -    980,520.3   (mgal)                       NAVD 88
 AE9673
 AE9673  VERT ORDER      -  FIRST     CLASS II
 AE9673
 AE9673.The horizontal coordinates were scaled from a map and have
 AE9673.an estimated accuracy of +/- 6 seconds.
 AE9673
 AE9673.The orthometric height was determined by differential leveling and
 AE9673.adjusted by the NATIONAL GEODETIC SURVEY
 AE9673.in July 1998.
 AE9673
 AE9673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9673.GEOID18 height accuracy estimate available here.
 AE9673
 AE9673.Click photographs - Photos may exist for this station.
 AE9673
 AE9673.The dynamic height is computed by dividing the NAVD 88
 AE9673.geopotential number by the normal gravity value computed on the
 AE9673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9673.degrees latitude (g = 980.6199 gals.).
 AE9673
 AE9673.The modeled gravity was interpolated from observed gravity values.
 AE9673
 AE9673;                    North         East    Units  Estimated Accuracy
 AE9673;SPC SD N     -   178,260.      760,760.      MT  (+/- 180 meters Scaled)
 AE9673
 AE9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR824300(NAD 83)
 AE9673
 AE9673                          SUPERSEDED SURVEY CONTROL
 AE9673
 AE9673.No superseded survey control is available for this station.
 AE9673
 AE9673_MARKER: DB = BENCH MARK DISK
 AE9673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9673_STAMPING: 12-317.13
 AE9673_MARK LOGO: SDHD
 AE9673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9673+STABILITY: SURFACE MOTION
 AE9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9673+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9673
 AE9673  HISTORY     - Date     Condition        Report By
 AE9673  HISTORY     - UNK      MONUMENTED       SDHD
 AE9673  HISTORY     - 19970314 GOOD             NGS
 AE9673
 AE9673                          STATION DESCRIPTION
 AE9673
 AE9673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9673'13.4 KM (8.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9673'STATE HIGHWAY 37 IN GROTON, 212.0 M (695.5 FT) EAST OF MILEPOST 317,
 AE9673'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AE9673'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7
 AE9673'FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST,
 AE9673'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9674 ***********************************************************************
 AE9674  DESIGNATION -  12 317.98
 AE9674  PID         -  AE9674
 AE9674  STATE/COUNTY-  SD/DAY
 AE9674  COUNTRY     -  US
 AE9674  USGS QUAD   -  ANDOVER (2017)
 AE9674
 AE9674                         *CURRENT SURVEY CONTROL
 AE9674  ______________________________________________________________________
 AE9674* NAD 83(1986) POSITION- 45 24 55.     (N) 097 55 48.     (W)   SCALED
 AE9674* NAVD 88 ORTHO HEIGHT -   439.326 (meters)     1441.36  (feet) ADJUSTED
 AE9674  ______________________________________________________________________
 AE9674  GEOID HEIGHT    -        -24.856 (meters)                     GEOID18
 AE9674  DYNAMIC HEIGHT  -        439.289 (meters)     1441.23  (feet) COMP
 AE9674  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 AE9674
 AE9674  VERT ORDER      -  FIRST     CLASS II
 AE9674
 AE9674.The horizontal coordinates were scaled from a map and have
 AE9674.an estimated accuracy of +/- 6 seconds.
 AE9674
 AE9674.The orthometric height was determined by differential leveling and
 AE9674.adjusted by the NATIONAL GEODETIC SURVEY
 AE9674.in July 1998.
 AE9674
 AE9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9674.GEOID18 height accuracy estimate available here.
 AE9674
 AE9674.Click photographs - Photos may exist for this station.
 AE9674
 AE9674.The dynamic height is computed by dividing the NAVD 88
 AE9674.geopotential number by the normal gravity value computed on the
 AE9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9674.degrees latitude (g = 980.6199 gals.).
 AE9674
 AE9674.The modeled gravity was interpolated from observed gravity values.
 AE9674
 AE9674;                    North         East    Units  Estimated Accuracy
 AE9674;SPC SD N     -   177,860.      762,010.      MT  (+/- 180 meters Scaled)
 AE9674
 AE9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR837296(NAD 83)
 AE9674
 AE9674                          SUPERSEDED SURVEY CONTROL
 AE9674
 AE9674.No superseded survey control is available for this station.
 AE9674
 AE9674_MARKER: DB = BENCH MARK DISK
 AE9674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9674_STAMPING: 12-317.98
 AE9674_MARK LOGO: SDHD
 AE9674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9674+STABILITY: SURFACE MOTION
 AE9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9674+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9674
 AE9674  HISTORY     - Date     Condition        Report By
 AE9674  HISTORY     - UNK      MONUMENTED       SDHD
 AE9674  HISTORY     - 19970314 GOOD             NGS
 AE9674
 AE9674                          STATION DESCRIPTION
 AE9674
 AE9674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9674'14.8 KM (9.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9674'STATE HIGHWAY 37 IN GROTON, 45.2 M (148.3 FT) NORTHWEST OF MILEPOST
 AE9674'318, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7
 AE9674'FT) EAST OF A T-FENCE CORNER, 5.2 M (17.1 FT) EAST OF THE CENTER OF A
 AE9674'GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9674'SOUTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, 0.2 M (0.7
 AE9674'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9674'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9675 ***********************************************************************
 AE9675  DESIGNATION -  12 318.94
 AE9675  PID         -  AE9675
 AE9675  STATE/COUNTY-  SD/DAY
 AE9675  COUNTRY     -  US
 AE9675  USGS QUAD   -  ANDOVER (2017)
 AE9675
 AE9675                         *CURRENT SURVEY CONTROL
 AE9675  ______________________________________________________________________
 AE9675* NAD 83(1986) POSITION- 45 24 52.     (N) 097 54 37.     (W)   SCALED
 AE9675* NAVD 88 ORTHO HEIGHT -   448.429 (meters)     1471.22  (feet) ADJUSTED
 AE9675  ______________________________________________________________________
 AE9675  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 AE9675  DYNAMIC HEIGHT  -        448.391 (meters)     1471.10  (feet) COMP
 AE9675  MODELED GRAVITY -    980,518.4   (mgal)                       NAVD 88
 AE9675
 AE9675  VERT ORDER      -  FIRST     CLASS II
 AE9675
 AE9675.The horizontal coordinates were scaled from a map and have
 AE9675.an estimated accuracy of +/- 6 seconds.
 AE9675
 AE9675.The orthometric height was determined by differential leveling and
 AE9675.adjusted by the NATIONAL GEODETIC SURVEY
 AE9675.in July 1998.
 AE9675
 AE9675.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9675.GEOID18 height accuracy estimate available here.
 AE9675
 AE9675.Click photographs - Photos may exist for this station.
 AE9675
 AE9675.The dynamic height is computed by dividing the NAVD 88
 AE9675.geopotential number by the normal gravity value computed on the
 AE9675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9675.degrees latitude (g = 980.6199 gals.).
 AE9675
 AE9675.The modeled gravity was interpolated from observed gravity values.
 AE9675
 AE9675;                    North         East    Units  Estimated Accuracy
 AE9675;SPC SD N     -   177,810.      763,550.      MT  (+/- 180 meters Scaled)
 AE9675
 AE9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR852295(NAD 83)
 AE9675
 AE9675                          SUPERSEDED SURVEY CONTROL
 AE9675
 AE9675.No superseded survey control is available for this station.
 AE9675
 AE9675_MARKER: DD = SURVEY DISK
 AE9675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9675_STAMPING: 12-318.94 1996
 AE9675_MARK LOGO: SDDT
 AE9675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9675+STABILITY: SURFACE MOTION
 AE9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9675+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9675
 AE9675  HISTORY     - Date     Condition        Report By
 AE9675  HISTORY     - 1996     MONUMENTED       SDDT
 AE9675  HISTORY     - 19970314 GOOD             NGS
 AE9675
 AE9675                          STATION DESCRIPTION
 AE9675
 AE9675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9675'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9675'STATE HIGHWAY 37 IN GROTON, 103.0 M (337.9 FT) WEST OF MILEPOST 319,
 AE9675'30.3 M (99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.6 M (11.8 FT) EAST
 AE9675'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9675'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.2 M (0.7 FT)
 AE9675'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9675'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9676 ***********************************************************************
 AE9676  DESIGNATION -  12 320.00
 AE9676  PID         -  AE9676
 AE9676  STATE/COUNTY-  SD/DAY
 AE9676  COUNTRY     -  US
 AE9676  USGS QUAD   -  ANDOVER (2017)
 AE9676
 AE9676                         *CURRENT SURVEY CONTROL
 AE9676  ______________________________________________________________________
 AE9676* NAD 83(1986) POSITION- 45 24 39.     (N) 097 53 20.     (W)   SCALED
 AE9676* NAVD 88 ORTHO HEIGHT -   453.257 (meters)     1487.06  (feet) ADJUSTED
 AE9676  ______________________________________________________________________
 AE9676  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 AE9676  DYNAMIC HEIGHT  -        453.218 (meters)     1486.93  (feet) COMP
 AE9676  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 AE9676
 AE9676  VERT ORDER      -  FIRST     CLASS II
 AE9676
 AE9676.The horizontal coordinates were scaled from a map and have
 AE9676.an estimated accuracy of +/- 6 seconds.
 AE9676
 AE9676.The orthometric height was determined by differential leveling and
 AE9676.adjusted by the NATIONAL GEODETIC SURVEY
 AE9676.in July 1998.
 AE9676
 AE9676.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9676.GEOID18 height accuracy estimate available here.
 AE9676
 AE9676.Click photographs - Photos may exist for this station.
 AE9676
 AE9676.The dynamic height is computed by dividing the NAVD 88
 AE9676.geopotential number by the normal gravity value computed on the
 AE9676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9676.degrees latitude (g = 980.6199 gals.).
 AE9676
 AE9676.The modeled gravity was interpolated from observed gravity values.
 AE9676
 AE9676;                    North         East    Units  Estimated Accuracy
 AE9676;SPC SD N     -   177,450.      765,240.      MT  (+/- 180 meters Scaled)
 AE9676
 AE9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR869291(NAD 83)
 AE9676
 AE9676                          SUPERSEDED SURVEY CONTROL
 AE9676
 AE9676.No superseded survey control is available for this station.
 AE9676
 AE9676_MARKER: DD = SURVEY DISK
 AE9676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9676_STAMPING: 12-320.00 1996
 AE9676_MARK LOGO: SDDT
 AE9676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9676+STABILITY: SURFACE MOTION
 AE9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9676+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9676
 AE9676  HISTORY     - Date     Condition        Report By
 AE9676  HISTORY     - 1996     MONUMENTED       SDDT
 AE9676  HISTORY     - 19970314 GOOD             NGS
 AE9676
 AE9676                          STATION DESCRIPTION
 AE9676
 AE9676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9676'18.0 KM (11.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9676'STATE HIGHWAY 37 IN GROTON, 30.2 M (99.1 FT) SOUTH OF THE HIGHWAY
 AE9676'CENTERLINE, 18.7 M (61.4 FT) SOUTH OF MILEPOST 320, 8.5 M (27.9 FT)
 AE9676'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL
 AE9676'OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND
 AE9676'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9677 ***********************************************************************
 AE9677  DESIGNATION -  12 320.99
 AE9677  PID         -  AE9677
 AE9677  STATE/COUNTY-  SD/DAY
 AE9677  COUNTRY     -  US
 AE9677  USGS QUAD   -  PIERPONT (2017)
 AE9677
 AE9677                         *CURRENT SURVEY CONTROL
 AE9677  ______________________________________________________________________
 AE9677* NAD 83(1986) POSITION- 45 24 48.     (N) 097 52 07.     (W)   SCALED
 AE9677* NAVD 88 ORTHO HEIGHT -   459.788 (meters)     1508.49  (feet) ADJUSTED
 AE9677  ______________________________________________________________________
 AE9677  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 AE9677  DYNAMIC HEIGHT  -        459.747 (meters)     1508.35  (feet) COMP
 AE9677  MODELED GRAVITY -    980,513.0   (mgal)                       NAVD 88
 AE9677
 AE9677  VERT ORDER      -  FIRST     CLASS II
 AE9677
 AE9677.The horizontal coordinates were scaled from a map and have
 AE9677.an estimated accuracy of +/- 6 seconds.
 AE9677
 AE9677.The orthometric height was determined by differential leveling and
 AE9677.adjusted by the NATIONAL GEODETIC SURVEY
 AE9677.in July 1998.
 AE9677
 AE9677.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9677.GEOID18 height accuracy estimate available here.
 AE9677
 AE9677.Click photographs - Photos may exist for this station.
 AE9677
 AE9677.The dynamic height is computed by dividing the NAVD 88
 AE9677.geopotential number by the normal gravity value computed on the
 AE9677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9677.degrees latitude (g = 980.6199 gals.).
 AE9677
 AE9677.The modeled gravity was interpolated from observed gravity values.
 AE9677
 AE9677;                    North         East    Units  Estimated Accuracy
 AE9677;SPC SD N     -   177,770.      766,820.      MT  (+/- 180 meters Scaled)
 AE9677
 AE9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR885294(NAD 83)
 AE9677
 AE9677                          SUPERSEDED SURVEY CONTROL
 AE9677
 AE9677.No superseded survey control is available for this station.
 AE9677
 AE9677_MARKER: DD = SURVEY DISK
 AE9677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9677_STAMPING: 12-320.99 1996
 AE9677_MARK LOGO: SDDT
 AE9677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9677+STABILITY: SURFACE MOTION
 AE9677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9677+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9677
 AE9677  HISTORY     - Date     Condition        Report By
 AE9677  HISTORY     - 1996     MONUMENTED       SDDT
 AE9677  HISTORY     - 19970314 GOOD             NGS
 AE9677
 AE9677                          STATION DESCRIPTION
 AE9677
 AE9677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9677'19.6 KM (12.15 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9677'STATE HIGHWAY 37 IN GROTON, 30.2 M (99.1 FT) SOUTH OF THE HIGHWAY
 AE9677'CENTERLINE, 27.0 M (88.6 FT) SOUTHWEST OF MILEPOST 321, 5.2 M (17.1
 AE9677'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 AE9677'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 AE9677'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DF6324 ***********************************************************************
 DF6324  CBN         -  This is a Cooperative Base Network Control Station.
 DF6324  DESIGNATION -  12 321.75
 DF6324  PID         -  DF6324
 DF6324  STATE/COUNTY-  SD/DAY
 DF6324  COUNTRY     -  US
 DF6324  USGS QUAD   -  PIERPONT (2017)
 DF6324
 DF6324                         *CURRENT SURVEY CONTROL
 DF6324  ______________________________________________________________________
 DF6324* NAD 83(2011) POSITION- 45 24 26.43636(N) 097 51 28.34962(W)   ADJUSTED
 DF6324* NAD 83(2011) ELLIP HT-   444.348 (meters)        (06/27/12)   ADJUSTED
 DF6324* NAD 83(2011) EPOCH   -  2010.00
 DF6324* NAVD 88 ORTHO HEIGHT -   469.2   (meters)     1539.    (feet) GPS OBS
 DF6324  ______________________________________________________________________
 DF6324  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6324  GEOID HEIGHT    -        -24.802 (meters)                     GEOID99
 DF6324  GEOID HEIGHT    -        -24.890 (meters)                     GEOID18
 DF6324  NAD 83(2011) X  -   -613,278.853 (meters)                     COMP
 DF6324  NAD 83(2011) Y  - -4,443,657.948 (meters)                     COMP
 DF6324  NAD 83(2011) Z  -  4,519,561.796 (meters)                     COMP
 DF6324  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 DF6324
 DF6324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6324  Standards:
 DF6324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6324  -------------------------------------------------------------------
 DF6324  NETWORK    0.64   1.27           0.29   0.22   0.65     -0.02715240
 DF6324  -------------------------------------------------------------------
 DF6324  Click here for local accuracies and other accuracy information.
 DF6324
 DF6324.The horizontal coordinates were established by GPS observations
 DF6324.and adjusted by the National Geodetic Survey in June 2012.
 DF6324
 DF6324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6324.been affixed to the stable North American tectonic plate. See 
 DF6324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6324
 DF6324.The horizontal coordinates are valid at the epoch date displayed above
 DF6324.which is a decimal equivalence of Year/Month/Day.
 DF6324
 DF6324.The orthometric height was determined by GPS observations and a
 DF6324.high-resolution geoid model.
 DF6324
 DF6324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6324.GEOID18 height accuracy estimate available here.
 DF6324
 DF6324.Click photographs - Photos may exist for this station.
 DF6324
 DF6324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6324
 DF6324.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6324
 DF6324.The ellipsoidal height was determined by GPS observations
 DF6324.and is referenced to NAD 83.
 DF6324
 DF6324. The following values were computed from the NAD 83(2011) position.
 DF6324
 DF6324;                    North         East     Units Scale Factor Converg.
 DF6324;SPC SD N     -   177,129.030   767,672.198   MT  0.99995841   +1 30 57.8
 DF6324;SPC SD N     -   581,130.83  2,518,604.54   sFT  0.99995841   +1 30 57.8
 DF6324;UTM  14      - 5,028,837.116   589,376.744   MT  0.99969821   +0 48 48.2
 DF6324
 DF6324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6324!SPC SD N     -   0.99993034  x   0.99995841  =   0.99988875
 DF6324!UTM  14      -   0.99993034  x   0.99969821  =   0.99962857
 DF6324
 DF6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8937628837(NAD 83)
 DF6324
 DF6324                          SUPERSEDED SURVEY CONTROL
 DF6324
 DF6324  NAD 83(2007)-  45 24 26.43631(N)    097 51 28.35060(W) AD(2002.00) 0
 DF6324  ELLIP H (02/10/07)  444.382  (m)                       GP(2002.00)    
 DF6324  NAD 83(1996)-  45 24 26.43603(N)    097 51 28.35042(W) AD(       ) A
 DF6324  ELLIP H (06/23/03)  444.389  (m)                       GP(       ) 3 1
 DF6324
 DF6324.Superseded values are not recommended for survey control.
 DF6324
 DF6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6324.See file dsdata.pdf to determine how the superseded data were derived.
 DF6324
 DF6324_MARKER: Z = SEE DESCRIPTION
 DF6324_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 DF6324_STAMPING: 12 321.75 2000
 DF6324_MARK LOGO: NGS
 DF6324_PROJECTION: FLUSH
 DF6324_MAGNETIC: P = MARKER IS A STEEL PIPE
 DF6324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6324+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 DF6324_ROD/PIPE-DEPTH: 6.4 meters
 DF6324_SLEEVE-DEPTH  : 3.0 meters
 DF6324
 DF6324  HISTORY     - Date     Condition        Report By
 DF6324  HISTORY     - 200208   MONUMENTED       SDDT
 DF6324  HISTORY     - 20020528 GOOD             SDDT
 DF6324  HISTORY     - 20140918 GOOD             AEROTE
 DF6324
 DF6324                          STATION DESCRIPTION
 DF6324
 DF6324'DESCRIBED BY SD DEPT OF TRANSP 2002 (RAH)
 DF6324'DESCRIBED BY SDDOT
 DF6324'THE STATION IS LOCATED ABOUT 6 MILES WEST OF BRISTOL AND 3 MILES EAST
 DF6324'OF ANDOVER ON U.S.
 DF6324'HIGHWAY 12.
 DF6324'TO REACH THE STATION FROM THE MAIN ROAD LEADING INTO ANDOVER, GO EAST
 DF6324'ON U.S. HIGHWAY
 DF6324'12 FOR 2.5 MILES TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT,
 DF6324'1590 FEET WEST OF
 DF6324'MP 322, 60 FEET SOUTHWEST OF THE HIGHWAY CENTERLINE, 30 FEET EAST OF
 DF6324'THE CENTER OF THE
 DF6324'FIELD ENTRANCE, 1 FOOT NORTHEAST OF A WITNESS POST AND LEVEL WITH THE
 DF6324'HIGHWAY.
 DF6324'THE DATUM POINT IS A PUNCH MARK ON A STAINLESS STEEL RIVET AFFIXED TO
 DF6324'A GALVANIZED METAL
 DF6324'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH GALVANIZED STEEL PIPE.
 DF6324'ACCESS IT THE POINT IS
 DF6324'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 DF6324
 DF6324                          STATION RECOVERY (2014)
 DF6324
 DF6324'RECOVERY NOTE BY AEROTEC 2014 (CG)
 DF6324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9678 ***********************************************************************
 AE9678  DESIGNATION -  12 323.36
 AE9678  PID         -  AE9678
 AE9678  STATE/COUNTY-  SD/DAY
 AE9678  COUNTRY     -  US
 AE9678  USGS QUAD   -  PIERPONT (2017)
 AE9678
 AE9678                         *CURRENT SURVEY CONTROL
 AE9678  ______________________________________________________________________
 AE9678* NAD 83(1986) POSITION- 45 23 06.     (N) 097 50 58.     (W)   SCALED
 AE9678* NAVD 88 ORTHO HEIGHT -   498.207 (meters)     1634.53  (feet) ADJUSTED
 AE9678  ______________________________________________________________________
 AE9678  GEOID HEIGHT    -        -24.887 (meters)                     GEOID18
 AE9678  DYNAMIC HEIGHT  -        498.159 (meters)     1634.38  (feet) COMP
 AE9678  MODELED GRAVITY -    980,504.9   (mgal)                       NAVD 88
 AE9678
 AE9678  VERT ORDER      -  FIRST     CLASS II
 AE9678
 AE9678.The horizontal coordinates were scaled from a map and have
 AE9678.an estimated accuracy of +/- 6 seconds.
 AE9678
 AE9678.The orthometric height was determined by differential leveling and
 AE9678.adjusted by the NATIONAL GEODETIC SURVEY
 AE9678.in July 1998.
 AE9678
 AE9678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9678.GEOID18 height accuracy estimate available here.
 AE9678
 AE9678.Click photographs - Photos may exist for this station.
 AE9678
 AE9678.The dynamic height is computed by dividing the NAVD 88
 AE9678.geopotential number by the normal gravity value computed on the
 AE9678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9678.degrees latitude (g = 980.6199 gals.).
 AE9678
 AE9678.The modeled gravity was interpolated from observed gravity values.
 AE9678
 AE9678;                    North         East    Units  Estimated Accuracy
 AE9678;SPC SD N     -   174,660.      768,400.      MT  (+/- 180 meters Scaled)
 AE9678
 AE9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR900263(NAD 83)
 AE9678
 AE9678                          SUPERSEDED SURVEY CONTROL
 AE9678
 AE9678.No superseded survey control is available for this station.
 AE9678
 AE9678_MARKER: DD = SURVEY DISK
 AE9678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9678_STAMPING: 12-323.36 1996
 AE9678_MARK LOGO: SDDT
 AE9678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9678+STABILITY: SURFACE MOTION
 AE9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9678+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9678
 AE9678  HISTORY     - Date     Condition        Report By
 AE9678  HISTORY     - 1996     MONUMENTED       SDDT
 AE9678  HISTORY     - 19970314 GOOD             NGS
 AE9678
 AE9678                          STATION DESCRIPTION
 AE9678
 AE9678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9678'23.4 KM (14.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9678'STATE HIGHWAY 37 IN GROTON, 581.0 M (1906.2 FT) EAST OF MILEPOST 323,
 AE9678'29.5 M (96.8 FT) WEST OF THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT)
 AE9678'NORTH OF THE CENTER OF A DRIVEWAY, 2.0 M (6.6 FT) NORTHWEST OF A FENCE
 AE9678'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9678'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AE9678'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9679 ***********************************************************************
 AE9679  DESIGNATION -  12 324.54
 AE9679  PID         -  AE9679
 AE9679  STATE/COUNTY-  SD/DAY
 AE9679  COUNTRY     -  US
 AE9679  USGS QUAD   -  BRISTOL WEST (2017)
 AE9679
 AE9679                         *CURRENT SURVEY CONTROL
 AE9679  ______________________________________________________________________
 AE9679* NAD 83(1986) POSITION- 45 22 15.     (N) 097 50 18.     (W)   SCALED
 AE9679* NAVD 88 ORTHO HEIGHT -   518.599 (meters)     1701.44  (feet) ADJUSTED
 AE9679  ______________________________________________________________________
 AE9679  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 AE9679  DYNAMIC HEIGHT  -        518.547 (meters)     1701.27  (feet) COMP
 AE9679  MODELED GRAVITY -    980,501.0   (mgal)                       NAVD 88
 AE9679
 AE9679  VERT ORDER      -  FIRST     CLASS II
 AE9679
 AE9679.The horizontal coordinates were scaled from a map and have
 AE9679.an estimated accuracy of +/- 6 seconds.
 AE9679
 AE9679.The orthometric height was determined by differential leveling and
 AE9679.adjusted by the NATIONAL GEODETIC SURVEY
 AE9679.in July 1998.
 AE9679
 AE9679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9679.GEOID18 height accuracy estimate available here.
 AE9679
 AE9679.Click photographs - Photos may exist for this station.
 AE9679
 AE9679.The dynamic height is computed by dividing the NAVD 88
 AE9679.geopotential number by the normal gravity value computed on the
 AE9679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9679.degrees latitude (g = 980.6199 gals.).
 AE9679
 AE9679.The modeled gravity was interpolated from observed gravity values.
 AE9679
 AE9679;                    North         East    Units  Estimated Accuracy
 AE9679;SPC SD N     -   173,110.      769,310.      MT  (+/- 180 meters Scaled)
 AE9679
 AE9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR909248(NAD 83)
 AE9679
 AE9679                          SUPERSEDED SURVEY CONTROL
 AE9679
 AE9679.No superseded survey control is available for this station.
 AE9679
 AE9679_MARKER: DD = SURVEY DISK
 AE9679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9679_STAMPING: 12-324.54 1996
 AE9679_MARK LOGO: SDDT
 AE9679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9679+STABILITY: SURFACE MOTION
 AE9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9679+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9679
 AE9679  HISTORY     - Date     Condition        Report By
 AE9679  HISTORY     - 1996     MONUMENTED       SDDT
 AE9679  HISTORY     - 19970314 GOOD             NGS
 AE9679
 AE9679                          STATION DESCRIPTION
 AE9679
 AE9679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9679'25.2 KM (15.65 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9679'STATE HIGHWAY 37 IN GROTON, 862.0 M (2828.1 FT) EAST OF MILEPOST 324,
 AE9679'52.2 M (171.3 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 31.1 M (102.0
 AE9679'FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 28.9 M (94.8 FT) SOUTHWEST
 AE9679'OF THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT) NORTH OF THE CENTER OF A
 AE9679'GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9679'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AE9679'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9680 ***********************************************************************
 AE9680  DESIGNATION -  12 327.50
 AE9680  PID         -  AE9680
 AE9680  STATE/COUNTY-  SD/DAY
 AE9680  COUNTRY     -  US
 AE9680  USGS QUAD   -  BRISTOL WEST (2017)
 AE9680
 AE9680                         *CURRENT SURVEY CONTROL
 AE9680  ______________________________________________________________________
 AE9680* NAD 83(1986) POSITION- 45 21 47.     (N) 097 49 04.     (W)   SCALED
 AE9680* NAVD 88 ORTHO HEIGHT -   525.982 (meters)     1725.66  (feet) ADJUSTED
 AE9680  ______________________________________________________________________
 AE9680  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 AE9680  DYNAMIC HEIGHT  -        525.928 (meters)     1725.48  (feet) COMP
 AE9680  MODELED GRAVITY -    980,496.5   (mgal)                       NAVD 88
 AE9680
 AE9680  VERT ORDER      -  FIRST     CLASS II
 AE9680
 AE9680.The horizontal coordinates were scaled from a map and have
 AE9680.an estimated accuracy of +/- 6 seconds.
 AE9680
 AE9680.The orthometric height was determined by differential leveling and
 AE9680.adjusted by the NATIONAL GEODETIC SURVEY
 AE9680.in July 1998.
 AE9680
 AE9680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9680.GEOID18 height accuracy estimate available here.
 AE9680
 AE9680.Click photographs - Photos may exist for this station.
 AE9680
 AE9680.The dynamic height is computed by dividing the NAVD 88
 AE9680.geopotential number by the normal gravity value computed on the
 AE9680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9680.degrees latitude (g = 980.6199 gals.).
 AE9680
 AE9680.The modeled gravity was interpolated from observed gravity values.
 AE9680
 AE9680;                    North         East    Units  Estimated Accuracy
 AE9680;SPC SD N     -   172,290.      770,940.      MT  (+/- 180 meters Scaled)
 AE9680
 AE9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR925239(NAD 83)
 AE9680
 AE9680                          SUPERSEDED SURVEY CONTROL
 AE9680
 AE9680.No superseded survey control is available for this station.
 AE9680
 AE9680_MARKER: DD = SURVEY DISK
 AE9680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9680_STAMPING: 12-327.50 1996
 AE9680_MARK LOGO: SDDT
 AE9680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9680+STABILITY: SURFACE MOTION
 AE9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9680+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9680
 AE9680  HISTORY     - Date     Condition        Report By
 AE9680  HISTORY     - 1996     MONUMENTED       SDDT
 AE9680  HISTORY     - 19970314 GOOD             NGS
 AE9680
 AE9680                          STATION DESCRIPTION
 AE9680
 AE9680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9680'27.1 KM (16.85 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9680'STATE HIGHWAY 37 IN GROTON, 784.0 M (2572.2 FT) EAST OF MILEPOST 327,
 AE9680'41.1 M (134.8 FT) EAST OF THE EXTENDED CENTER OF A ROAD LEADING NORTH,
 AE9680'32.0 M (105.0 FT) NORTHWEST OF A UTILITY OLE, 1.0 M (3.3 FT) BELOW THE
 AE9680'LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF A FENCE CORNER, 0.4
 AE9680'M (1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE9680'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9681 ***********************************************************************
 AE9681  DESIGNATION -  12 328.54
 AE9681  PID         -  AE9681
 AE9681  STATE/COUNTY-  SD/DAY
 AE9681  COUNTRY     -  US
 AE9681  USGS QUAD   -  BRISTOL WEST (2017)
 AE9681
 AE9681                         *CURRENT SURVEY CONTROL
 AE9681  ______________________________________________________________________
 AE9681* NAD 83(1986) POSITION- 45 21 31.     (N) 097 47 48.     (W)   SCALED
 AE9681* NAVD 88 ORTHO HEIGHT -   533.641 (meters)     1750.79  (feet) ADJUSTED
 AE9681  ______________________________________________________________________
 AE9681  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 AE9681  DYNAMIC HEIGHT  -        533.584 (meters)     1750.60  (feet) COMP
 AE9681  MODELED GRAVITY -    980,492.5   (mgal)                       NAVD 88
 AE9681
 AE9681  VERT ORDER      -  FIRST     CLASS II
 AE9681
 AE9681.The horizontal coordinates were scaled from a map and have
 AE9681.an estimated accuracy of +/- 6 seconds.
 AE9681
 AE9681.The orthometric height was determined by differential leveling and
 AE9681.adjusted by the NATIONAL GEODETIC SURVEY
 AE9681.in July 1998.
 AE9681
 AE9681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9681.GEOID18 height accuracy estimate available here.
 AE9681
 AE9681.Click photographs - Photos may exist for this station.
 AE9681
 AE9681.The dynamic height is computed by dividing the NAVD 88
 AE9681.geopotential number by the normal gravity value computed on the
 AE9681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9681.degrees latitude (g = 980.6199 gals.).
 AE9681
 AE9681.The modeled gravity was interpolated from observed gravity values.
 AE9681
 AE9681;                    North         East    Units  Estimated Accuracy
 AE9681;SPC SD N     -   171,840.      772,610.      MT  (+/- 180 meters Scaled)
 AE9681
 AE9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR942234(NAD 83)
 AE9681
 AE9681                          SUPERSEDED SURVEY CONTROL
 AE9681
 AE9681.No superseded survey control is available for this station.
 AE9681
 AE9681_MARKER: Z = SEE DESCRIPTION
 AE9681_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9681_STAMPING: 12-328.54 1996
 AE9681_MARK LOGO: NGS
 AE9681_PROJECTION: FLUSH
 AE9681_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9681+STABILITY: POSITION/ELEVATION WELL
 AE9681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9681+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9681_ROD/PIPE-DEPTH: 6.4 meters
 AE9681_SLEEVE-DEPTH  : 1.8 meters
 AE9681
 AE9681  HISTORY     - Date     Condition        Report By
 AE9681  HISTORY     - 1996     MONUMENTED       SDDT
 AE9681  HISTORY     - 19970314 GOOD             NGS
 AE9681
 AE9681                          STATION DESCRIPTION
 AE9681
 AE9681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9681'22.0 KM (13.65 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9681'STATE HIGHWAY 25 IN WEBSTER, 728.0 M (2388.4 FT) WEST OF MILEPOST 329,
 AE9681'29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW
 AE9681'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE AND THE
 AE9681'CENTER OF 2 BRACED FENCE POSTS, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AE9681'POST, AND 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST.  NOTE--THE DATUM
 AE9681'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AE9681'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AE9681'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9682 ***********************************************************************
 AE9682  DESIGNATION -  12 329.56
 AE9682  PID         -  AE9682
 AE9682  STATE/COUNTY-  SD/DAY
 AE9682  COUNTRY     -  US
 AE9682  USGS QUAD   -  BRISTOL WEST (2017)
 AE9682
 AE9682                         *CURRENT SURVEY CONTROL
 AE9682  ______________________________________________________________________
 AE9682* NAD 83(1986) POSITION- 45 21 21.     (N) 097 46 36.     (W)   SCALED
 AE9682* NAVD 88 ORTHO HEIGHT -   541.533 (meters)     1776.68  (feet) ADJUSTED
 AE9682  ______________________________________________________________________
 AE9682  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 AE9682  DYNAMIC HEIGHT  -        541.474 (meters)     1776.49  (feet) COMP
 AE9682  MODELED GRAVITY -    980,488.9   (mgal)                       NAVD 88
 AE9682
 AE9682  VERT ORDER      -  FIRST     CLASS II
 AE9682
 AE9682.The horizontal coordinates were scaled from a map and have
 AE9682.an estimated accuracy of +/- 6 seconds.
 AE9682
 AE9682.The orthometric height was determined by differential leveling and
 AE9682.adjusted by the NATIONAL GEODETIC SURVEY
 AE9682.in July 1998.
 AE9682
 AE9682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9682.GEOID18 height accuracy estimate available here.
 AE9682
 AE9682.Click photographs - Photos may exist for this station.
 AE9682
 AE9682.The dynamic height is computed by dividing the NAVD 88
 AE9682.geopotential number by the normal gravity value computed on the
 AE9682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9682.degrees latitude (g = 980.6199 gals.).
 AE9682
 AE9682.The modeled gravity was interpolated from observed gravity values.
 AE9682
 AE9682;                    North         East    Units  Estimated Accuracy
 AE9682;SPC SD N     -   171,580.      774,180.      MT  (+/- 180 meters Scaled)
 AE9682
 AE9682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR958232(NAD 83)
 AE9682
 AE9682                          SUPERSEDED SURVEY CONTROL
 AE9682
 AE9682.No superseded survey control is available for this station.
 AE9682
 AE9682_MARKER: DD = SURVEY DISK
 AE9682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9682_STAMPING: 12-329.56 1996
 AE9682_MARK LOGO: SDDT
 AE9682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9682+STABILITY: SURFACE MOTION
 AE9682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9682+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9682
 AE9682  HISTORY     - Date     Condition        Report By
 AE9682  HISTORY     - 1996     MONUMENTED       SDDT
 AE9682  HISTORY     - 19970314 GOOD             NGS
 AE9682
 AE9682                          STATION DESCRIPTION
 AE9682
 AE9682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9682'20.4 KM (12.65 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9682'STATE HIGHWAY 25 IN WEBSTER, 687.0 M (2253.9 FT) WEST OF MILEPOST 330,
 AE9682'29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 29.7 M (97.4 FT)
 AE9682'EAST OF THE EXTENDED CENTER OF A ROAD LEADING SOUTH, 20.9 M (68.6 FT)
 AE9682'WEST OF THE CENTER OF A GRAVELED ROAD, 7.3 M (24.0 FT) WEST WEST OF A
 AE9682'FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M
 AE9682'(2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND
 AE9682'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9683 ***********************************************************************
 AE9683  DESIGNATION -  12 330.59
 AE9683  PID         -  AE9683
 AE9683  STATE/COUNTY-  SD/DAY
 AE9683  COUNTRY     -  US
 AE9683  USGS QUAD   -  BRISTOL WEST (2017)
 AE9683
 AE9683                         *CURRENT SURVEY CONTROL
 AE9683  ______________________________________________________________________
 AE9683* NAD 83(1986) POSITION- 45 21 06.     (N) 097 45 23.     (W)   SCALED
 AE9683* NAVD 88 ORTHO HEIGHT -   544.779 (meters)     1787.33  (feet) ADJUSTED
 AE9683  ______________________________________________________________________
 AE9683  GEOID HEIGHT    -        -24.887 (meters)                     GEOID18
 AE9683  DYNAMIC HEIGHT  -        544.717 (meters)     1787.13  (feet) COMP
 AE9683  MODELED GRAVITY -    980,485.4   (mgal)                       NAVD 88
 AE9683
 AE9683  VERT ORDER      -  FIRST     CLASS II
 AE9683
 AE9683.The horizontal coordinates were scaled from a map and have
 AE9683.an estimated accuracy of +/- 6 seconds.
 AE9683
 AE9683.The orthometric height was determined by differential leveling and
 AE9683.adjusted by the NATIONAL GEODETIC SURVEY
 AE9683.in July 1998.
 AE9683
 AE9683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9683.GEOID18 height accuracy estimate available here.
 AE9683
 AE9683.Click photographs - Photos may exist for this station.
 AE9683
 AE9683.The dynamic height is computed by dividing the NAVD 88
 AE9683.geopotential number by the normal gravity value computed on the
 AE9683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9683.degrees latitude (g = 980.6199 gals.).
 AE9683
 AE9683.The modeled gravity was interpolated from observed gravity values.
 AE9683
 AE9683;                    North         East    Units  Estimated Accuracy
 AE9683;SPC SD N     -   171,160.      775,790.      MT  (+/- 180 meters Scaled)
 AE9683
 AE9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR974227(NAD 83)
 AE9683
 AE9683                          SUPERSEDED SURVEY CONTROL
 AE9683
 AE9683.No superseded survey control is available for this station.
 AE9683
 AE9683_MARKER: DD = SURVEY DISK
 AE9683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9683_STAMPING: 12-330.59 1996
 AE9683_MARK LOGO: SDDT
 AE9683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9683+STABILITY: SURFACE MOTION
 AE9683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9683+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9683
 AE9683  HISTORY     - Date     Condition        Report By
 AE9683  HISTORY     - 1996     MONUMENTED       SDDT
 AE9683  HISTORY     - 19970314 GOOD             NGS
 AE9683
 AE9683                          STATION DESCRIPTION
 AE9683
 AE9683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9683'18.7 KM (11.60 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9683'STATE HIGHWAY 25 IN WEBSTER, 656.0 M (2152.2 FT) WEST OF MILEPOST 331,
 AE9683'42.0 M (137.8 FT) WEST OF THE CENTER OF A PAVED ROAD, 30.3 M (99.4 FT)
 AE9683'NORTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) WEST OF AN
 AE9683'UNDERGROUND CABLE JUNCTION BOX, 0.4 M (1.3 FT) EAST OF THE EAST END OF
 AE9683'A FENCE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 AE9683'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9683'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9684 ***********************************************************************
 AE9684  DESIGNATION -  12 331.66
 AE9684  PID         -  AE9684
 AE9684  STATE/COUNTY-  SD/DAY
 AE9684  COUNTRY     -  US
 AE9684  USGS QUAD   -  BRISTOL EAST (2017)
 AE9684
 AE9684                         *CURRENT SURVEY CONTROL
 AE9684  ______________________________________________________________________
 AE9684* NAD 83(1986) POSITION- 45 20 43.     (N) 097 44 13.     (W)   SCALED
 AE9684* NAVD 88 ORTHO HEIGHT -   544.077 (meters)     1785.03  (feet) ADJUSTED
 AE9684  ______________________________________________________________________
 AE9684  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 AE9684  DYNAMIC HEIGHT  -        544.014 (meters)     1784.82  (feet) COMP
 AE9684  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 AE9684
 AE9684  VERT ORDER      -  FIRST     CLASS II
 AE9684
 AE9684.The horizontal coordinates were scaled from a map and have
 AE9684.an estimated accuracy of +/- 6 seconds.
 AE9684
 AE9684.The orthometric height was determined by differential leveling and
 AE9684.adjusted by the NATIONAL GEODETIC SURVEY
 AE9684.in July 1998.
 AE9684
 AE9684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9684.GEOID18 height accuracy estimate available here.
 AE9684
 AE9684.Click photographs - Photos may exist for this station.
 AE9684
 AE9684.The dynamic height is computed by dividing the NAVD 88
 AE9684.geopotential number by the normal gravity value computed on the
 AE9684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9684.degrees latitude (g = 980.6199 gals.).
 AE9684
 AE9684.The modeled gravity was interpolated from observed gravity values.
 AE9684
 AE9684;                    North         East    Units  Estimated Accuracy
 AE9684;SPC SD N     -   170,490.      777,330.      MT  (+/- 180 meters Scaled)
 AE9684
 AE9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR989220(NAD 83)
 AE9684
 AE9684                          SUPERSEDED SURVEY CONTROL
 AE9684
 AE9684.No superseded survey control is available for this station.
 AE9684
 AE9684_MARKER: DD = SURVEY DISK
 AE9684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9684_STAMPING: 12-331.66 1996
 AE9684_MARK LOGO: SDDT
 AE9684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9684+STABILITY: SURFACE MOTION
 AE9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9684+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9684
 AE9684  HISTORY     - Date     Condition        Report By
 AE9684  HISTORY     - 1996     MONUMENTED       SDDT
 AE9684  HISTORY     - 19970314 GOOD             NGS
 AE9684
 AE9684                          STATION DESCRIPTION
 AE9684
 AE9684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9684'17.0 KM (10.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9684'STATE HIGHWAY 25 IN WEBSTER, 564.0 M (1850.4 FT) WEST OF MILEPOST 332,
 AE9684'29.5 M (96.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.2 M (56.4 FT)
 AE9684'WEST OF THE CENTER OF A FIELD ENTRANCE, 14.4 M (47.2 FT) WEST OF THE
 AE9684'CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9684'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AE9684'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9685 ***********************************************************************
 AE9685  DESIGNATION -  12 332.83
 AE9685  PID         -  AE9685
 AE9685  STATE/COUNTY-  SD/DAY
 AE9685  COUNTRY     -  US
 AE9685  USGS QUAD   -  BRISTOL EAST (2017)
 AE9685
 AE9685                         *CURRENT SURVEY CONTROL
 AE9685  ______________________________________________________________________
 AE9685* NAD 83(1986) POSITION- 45 20 29.     (N) 097 42 50.     (W)   SCALED
 AE9685* NAVD 88 ORTHO HEIGHT -   551.827 (meters)     1810.45  (feet) ADJUSTED
 AE9685  ______________________________________________________________________
 AE9685  GEOID HEIGHT    -        -24.887 (meters)                     GEOID18
 AE9685  DYNAMIC HEIGHT  -        551.764 (meters)     1810.25  (feet) COMP
 AE9685  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 AE9685
 AE9685  VERT ORDER      -  FIRST     CLASS II
 AE9685
 AE9685.The horizontal coordinates were scaled from a map and have
 AE9685.an estimated accuracy of +/- 6 seconds.
 AE9685
 AE9685.The orthometric height was determined by differential leveling and
 AE9685.adjusted by the NATIONAL GEODETIC SURVEY
 AE9685.in July 1998.
 AE9685
 AE9685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9685.GEOID18 height accuracy estimate available here.
 AE9685
 AE9685.Click photographs - Photos may exist for this station.
 AE9685
 AE9685.The dynamic height is computed by dividing the NAVD 88
 AE9685.geopotential number by the normal gravity value computed on the
 AE9685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9685.degrees latitude (g = 980.6199 gals.).
 AE9685
 AE9685.The modeled gravity was interpolated from observed gravity values.
 AE9685
 AE9685;                    North         East    Units  Estimated Accuracy
 AE9685;SPC SD N     -   170,110.      779,150.      MT  (+/- 180 meters Scaled)
 AE9685
 AE9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR007216(NAD 83)
 AE9685
 AE9685                          SUPERSEDED SURVEY CONTROL
 AE9685
 AE9685.No superseded survey control is available for this station.
 AE9685
 AE9685_MARKER: DD = SURVEY DISK
 AE9685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9685_STAMPING: 12-332.83 1996
 AE9685_MARK LOGO: SDDT
 AE9685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9685+STABILITY: SURFACE MOTION
 AE9685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9685+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9685
 AE9685  HISTORY     - Date     Condition        Report By
 AE9685  HISTORY     - 1996     MONUMENTED       SDDT
 AE9685  HISTORY     - 19970314 GOOD             NGS
 AE9685
 AE9685                          STATION DESCRIPTION
 AE9685
 AE9685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9685'15.2 KM (9.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9685'STATE HIGHWAY 25 IN WEBSTER, 222.0 M (728.3 FT) WEST OF MILEPOST 333,
 AE9685'30.6 M (100.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT)
 AE9685'WEST OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE9685'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AE9685'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9686 ***********************************************************************
 AE9686  DESIGNATION -  12 333.81
 AE9686  PID         -  AE9686
 AE9686  STATE/COUNTY-  SD/DAY
 AE9686  COUNTRY     -  US
 AE9686  USGS QUAD   -  BRISTOL EAST (2017)
 AE9686
 AE9686                         *CURRENT SURVEY CONTROL
 AE9686  ______________________________________________________________________
 AE9686* NAD 83(1986) POSITION- 45 20 27.     (N) 097 41 39.     (W)   SCALED
 AE9686* NAVD 88 ORTHO HEIGHT -   544.366 (meters)     1785.97  (feet) ADJUSTED
 AE9686  ______________________________________________________________________
 AE9686  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 AE9686  DYNAMIC HEIGHT  -        544.304 (meters)     1785.77  (feet) COMP
 AE9686  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 AE9686
 AE9686  VERT ORDER      -  FIRST     CLASS II
 AE9686
 AE9686.The horizontal coordinates were scaled from a map and have
 AE9686.an estimated accuracy of +/- 6 seconds.
 AE9686
 AE9686.The orthometric height was determined by differential leveling and
 AE9686.adjusted by the NATIONAL GEODETIC SURVEY
 AE9686.in July 1998.
 AE9686
 AE9686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9686.GEOID18 height accuracy estimate available here.
 AE9686
 AE9686.Click photographs - Photos may exist for this station.
 AE9686
 AE9686.The dynamic height is computed by dividing the NAVD 88
 AE9686.geopotential number by the normal gravity value computed on the
 AE9686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9686.degrees latitude (g = 980.6199 gals.).
 AE9686
 AE9686.The modeled gravity was interpolated from observed gravity values.
 AE9686
 AE9686;                    North         East    Units  Estimated Accuracy
 AE9686;SPC SD N     -   170,090.      780,690.      MT  (+/- 180 meters Scaled)
 AE9686
 AE9686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR023216(NAD 83)
 AE9686
 AE9686                          SUPERSEDED SURVEY CONTROL
 AE9686
 AE9686.No superseded survey control is available for this station.
 AE9686
 AE9686_MARKER: Z = SEE DESCRIPTION
 AE9686_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9686_STAMPING: 12-333.81 1996
 AE9686_MARK LOGO: NGS
 AE9686_PROJECTION: FLUSH
 AE9686_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9686+STABILITY: POSITION/ELEVATION WELL
 AE9686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9686+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9686_ROD/PIPE-DEPTH: 6.4 meters
 AE9686_SLEEVE-DEPTH  : 1.8 meters
 AE9686
 AE9686  HISTORY     - Date     Condition        Report By
 AE9686  HISTORY     - 1996     MONUMENTED       SDDT
 AE9686  HISTORY     - 19970314 GOOD             NGS
 AE9686
 AE9686                          STATION DESCRIPTION
 AE9686
 AE9686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9686'13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9686'STATE HIGHWAY 25 IN WEBSTER, 312.0 M (1023.6 FT) WEST OF MILEPOST 334,
 AE9686'54.3 M (178.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 33.5 M (109.9 FT)
 AE9686'SOUTHEAST OF A UTILITY POLE, 23.7 M (77.8 FT) SOUTH OF A FENCE CORNER,
 AE9686'9.0 M (29.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 1.2 M (3.9 FT)
 AE9686'WEST OF A FENCE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT)
 AE9686'EAST OF A METAL GUARD POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 AE9686'HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO
 AE9686'A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AE9686'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9686'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9687 ***********************************************************************
 AE9687  DESIGNATION -  12 334.81
 AE9687  PID         -  AE9687
 AE9687  STATE/COUNTY-  SD/DAY
 AE9687  COUNTRY     -  US
 AE9687  USGS QUAD   -  BRISTOL EAST (2017)
 AE9687
 AE9687                         *CURRENT SURVEY CONTROL
 AE9687  ______________________________________________________________________
 AE9687* NAD 83(1986) POSITION- 45 20 26.     (N) 097 40 27.     (W)   SCALED
 AE9687* NAVD 88 ORTHO HEIGHT -   549.107 (meters)     1801.53  (feet) ADJUSTED
 AE9687  ______________________________________________________________________
 AE9687  GEOID HEIGHT    -        -24.901 (meters)                     GEOID18
 AE9687  DYNAMIC HEIGHT  -        549.045 (meters)     1801.33  (feet) COMP
 AE9687  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 AE9687
 AE9687  VERT ORDER      -  FIRST     CLASS II
 AE9687
 AE9687.The horizontal coordinates were scaled from a map and have
 AE9687.an estimated accuracy of +/- 6 seconds.
 AE9687
 AE9687.The orthometric height was determined by differential leveling and
 AE9687.adjusted by the NATIONAL GEODETIC SURVEY
 AE9687.in July 1998.
 AE9687
 AE9687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9687.GEOID18 height accuracy estimate available here.
 AE9687
 AE9687.Click photographs - Photos may exist for this station.
 AE9687
 AE9687.The dynamic height is computed by dividing the NAVD 88
 AE9687.geopotential number by the normal gravity value computed on the
 AE9687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9687.degrees latitude (g = 980.6199 gals.).
 AE9687
 AE9687.The modeled gravity was interpolated from observed gravity values.
 AE9687
 AE9687;                    North         East    Units  Estimated Accuracy
 AE9687;SPC SD N     -   170,110.      782,260.      MT  (+/- 180 meters Scaled)
 AE9687
 AE9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR038216(NAD 83)
 AE9687
 AE9687                          SUPERSEDED SURVEY CONTROL
 AE9687
 AE9687.No superseded survey control is available for this station.
 AE9687
 AE9687_MARKER: DD = SURVEY DISK
 AE9687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9687_STAMPING: 12-334.81 1996
 AE9687_MARK LOGO: SDDT
 AE9687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9687+STABILITY: SURFACE MOTION
 AE9687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9687+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9687
 AE9687  HISTORY     - Date     Condition        Report By
 AE9687  HISTORY     - 1996     MONUMENTED       SDDT
 AE9687  HISTORY     - 19970314 GOOD             NGS
 AE9687
 AE9687                          STATION DESCRIPTION
 AE9687
 AE9687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9687'12.0 KM (7.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9687'STATE HIGHWAY 25 IN WEBSTER, 400.0 M (1312.3 FT) WEST OF MILEPOST 335,
 AE9687'45.3 M (148.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.5 M (47.6 FT)
 AE9687'SOUTH OF A FENCE CORNER, 8.5 M (27.9 FT) EAST OF THE CENTER OF A DIRT
 AE9687'ROAD, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT)
 AE9687'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9687'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9688 ***********************************************************************
 AE9688  DESIGNATION -  12 335.74
 AE9688  PID         -  AE9688
 AE9688  STATE/COUNTY-  SD/DAY
 AE9688  COUNTRY     -  US
 AE9688  USGS QUAD   -  BRISTOL EAST (2017)
 AE9688
 AE9688                         *CURRENT SURVEY CONTROL
 AE9688  ______________________________________________________________________
 AE9688* NAD 83(1986) POSITION- 45 20 28.     (N) 097 39 14.     (W)   SCALED
 AE9688* NAVD 88 ORTHO HEIGHT -   550.385 (meters)     1805.72  (feet) ADJUSTED
 AE9688  ______________________________________________________________________
 AE9688  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 AE9688  DYNAMIC HEIGHT  -        550.323 (meters)     1805.52  (feet) COMP
 AE9688  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 AE9688
 AE9688  VERT ORDER      -  FIRST     CLASS II
 AE9688
 AE9688.The horizontal coordinates were scaled from a map and have
 AE9688.an estimated accuracy of +/- 6 seconds.
 AE9688
 AE9688.The orthometric height was determined by differential leveling and
 AE9688.adjusted by the NATIONAL GEODETIC SURVEY
 AE9688.in July 1998.
 AE9688
 AE9688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9688.GEOID18 height accuracy estimate available here.
 AE9688
 AE9688.Click photographs - Photos may exist for this station.
 AE9688
 AE9688.The dynamic height is computed by dividing the NAVD 88
 AE9688.geopotential number by the normal gravity value computed on the
 AE9688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9688.degrees latitude (g = 980.6199 gals.).
 AE9688
 AE9688.The modeled gravity was interpolated from observed gravity values.
 AE9688
 AE9688;                    North         East    Units  Estimated Accuracy
 AE9688;SPC SD N     -   170,210.      783,850.      MT  (+/- 180 meters Scaled)
 AE9688
 AE9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR054217(NAD 83)
 AE9688
 AE9688                          SUPERSEDED SURVEY CONTROL
 AE9688
 AE9688.No superseded survey control is available for this station.
 AE9688
 AE9688_MARKER: DD = SURVEY DISK
 AE9688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9688_STAMPING: 12-335.74 1996
 AE9688_MARK LOGO: SDDT
 AE9688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9688+STABILITY: SURFACE MOTION
 AE9688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9688+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9688
 AE9688  HISTORY     - Date     Condition        Report By
 AE9688  HISTORY     - 1996     MONUMENTED       SDDT
 AE9688  HISTORY     - 19970314 GOOD             NGS
 AE9688
 AE9688                          STATION DESCRIPTION
 AE9688
 AE9688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9688'10.4 KM (6.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9688'STATE HIGHWAY 25 IN WEBSTER, 413.0 M (1355.0 FT) WEST OF MILEPOST 336,
 AE9688'22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.6 M (31.5 FT) WEST
 AE9688'OF THE CENTER OF A GRAVELED ROAD, 4.7 M (15.4 FT) NORTH OF THE CENTER
 AE9688'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9688'0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9688'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9689 ***********************************************************************
 AE9689  DESIGNATION -  12 336.75
 AE9689  PID         -  AE9689
 AE9689  STATE/COUNTY-  SD/DAY
 AE9689  COUNTRY     -  US
 AE9689  USGS QUAD   -  BRISTOL EAST (2017)
 AE9689
 AE9689                         *CURRENT SURVEY CONTROL
 AE9689  ______________________________________________________________________
 AE9689* NAD 83(1986) POSITION- 45 20 28.     (N) 097 37 58.     (W)   SCALED
 AE9689* NAVD 88 ORTHO HEIGHT -   549.224 (meters)     1801.91  (feet) ADJUSTED
 AE9689  ______________________________________________________________________
 AE9689  GEOID HEIGHT    -        -24.922 (meters)                     GEOID18
 AE9689  DYNAMIC HEIGHT  -        549.162 (meters)     1801.71  (feet) COMP
 AE9689  MODELED GRAVITY -    980,486.2   (mgal)                       NAVD 88
 AE9689
 AE9689  VERT ORDER      -  FIRST     CLASS II
 AE9689
 AE9689.The horizontal coordinates were scaled from a map and have
 AE9689.an estimated accuracy of +/- 6 seconds.
 AE9689
 AE9689.The orthometric height was determined by differential leveling and
 AE9689.adjusted by the NATIONAL GEODETIC SURVEY
 AE9689.in July 1998.
 AE9689
 AE9689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9689.GEOID18 height accuracy estimate available here.
 AE9689
 AE9689.Click photographs - Photos may exist for this station.
 AE9689
 AE9689.The dynamic height is computed by dividing the NAVD 88
 AE9689.geopotential number by the normal gravity value computed on the
 AE9689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9689.degrees latitude (g = 980.6199 gals.).
 AE9689
 AE9689.The modeled gravity was interpolated from observed gravity values.
 AE9689
 AE9689;                    North         East    Units  Estimated Accuracy
 AE9689;SPC SD N     -   170,260.      785,500.      MT  (+/- 180 meters Scaled)
 AE9689
 AE9689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR071217(NAD 83)
 AE9689
 AE9689                          SUPERSEDED SURVEY CONTROL
 AE9689
 AE9689.No superseded survey control is available for this station.
 AE9689
 AE9689_MARKER: DD = SURVEY DISK
 AE9689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9689_STAMPING: 12-336.75 1996
 AE9689_MARK LOGO: SDDT
 AE9689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9689+STABILITY: SURFACE MOTION
 AE9689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9689+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9689
 AE9689  HISTORY     - Date     Condition        Report By
 AE9689  HISTORY     - 1996     MONUMENTED       SDDT
 AE9689  HISTORY     - 19970314 GOOD             NGS
 AE9689
 AE9689                          STATION DESCRIPTION
 AE9689
 AE9689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9689'8.8 KM (5.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9689'STATE HIGHWAY 25 IN WEBSTER, 395.0 M (1295.9 FT) WEST OF MILEPOST 337,
 AE9689'30.3 M (99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.3 M (43.6 FT)
 AE9689'WEST OF THE CENTER OF A FIELD ENTRANCE, 1.4 M (4.6 FT) EAST OF AN
 AE9689'UNDERGROUND CABLE JUNCTION BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9689'HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 AE9689'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9690 ***********************************************************************
 AE9690  DESIGNATION -  12 337.75
 AE9690  PID         -  AE9690
 AE9690  STATE/COUNTY-  SD/DAY
 AE9690  COUNTRY     -  US
 AE9690  USGS QUAD   -  WEBSTER (2018)
 AE9690
 AE9690                         *CURRENT SURVEY CONTROL
 AE9690  ______________________________________________________________________
 AE9690* NAD 83(1986) POSITION- 45 20 28.     (N) 097 36 45.     (W)   SCALED
 AE9690* NAVD 88 ORTHO HEIGHT -   552.579 (meters)     1812.92  (feet) ADJUSTED
 AE9690  ______________________________________________________________________
 AE9690  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 AE9690  DYNAMIC HEIGHT  -        552.517 (meters)     1812.72  (feet) COMP
 AE9690  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 AE9690
 AE9690  VERT ORDER      -  FIRST     CLASS II
 AE9690
 AE9690.The horizontal coordinates were scaled from a map and have
 AE9690.an estimated accuracy of +/- 6 seconds.
 AE9690
 AE9690.The orthometric height was determined by differential leveling and
 AE9690.adjusted by the NATIONAL GEODETIC SURVEY
 AE9690.in July 1998.
 AE9690
 AE9690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9690.GEOID18 height accuracy estimate available here.
 AE9690
 AE9690.Click photographs - Photos may exist for this station.
 AE9690
 AE9690.The dynamic height is computed by dividing the NAVD 88
 AE9690.geopotential number by the normal gravity value computed on the
 AE9690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9690.degrees latitude (g = 980.6199 gals.).
 AE9690
 AE9690.The modeled gravity was interpolated from observed gravity values.
 AE9690
 AE9690;                    North         East    Units  Estimated Accuracy
 AE9690;SPC SD N     -   170,310.      787,090.      MT  (+/- 180 meters Scaled)
 AE9690
 AE9690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR087217(NAD 83)
 AE9690
 AE9690                          SUPERSEDED SURVEY CONTROL
 AE9690
 AE9690.No superseded survey control is available for this station.
 AE9690
 AE9690_MARKER: DD = SURVEY DISK
 AE9690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9690_STAMPING: 12-337.75 1996
 AE9690_MARK LOGO: SDDT
 AE9690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9690+STABILITY: SURFACE MOTION
 AE9690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9690+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9690
 AE9690  HISTORY     - Date     Condition        Report By
 AE9690  HISTORY     - 1996     MONUMENTED       SDDT
 AE9690  HISTORY     - 19970314 GOOD             NGS
 AE9690
 AE9690                          STATION DESCRIPTION
 AE9690
 AE9690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9690'7.2 KM (4.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9690'STATE HIGHWAY 25 IN WEBSTER, 399.0 M (1309.1 FT) WEST OF MILEPOST 338,
 AE9690'30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT)
 AE9690'WEST OF THE CENTER OF A FIELD ENTRANCE, 1.8 M (5.9 FT) EAST OF AN
 AE9690'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AE9690'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9690'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9691 ***********************************************************************
 AE9691  DESIGNATION -  12 338.74
 AE9691  PID         -  AE9691
 AE9691  STATE/COUNTY-  SD/DAY
 AE9691  COUNTRY     -  US
 AE9691  USGS QUAD   -  WEBSTER (2018)
 AE9691
 AE9691                         *CURRENT SURVEY CONTROL
 AE9691  ______________________________________________________________________
 AE9691* NAD 83(1986) POSITION- 45 20 29.     (N) 097 35 33.     (W)   SCALED
 AE9691* NAVD 88 ORTHO HEIGHT -   562.930 (meters)     1846.88  (feet) ADJUSTED
 AE9691  ______________________________________________________________________
 AE9691  GEOID HEIGHT    -        -24.944 (meters)                     GEOID18
 AE9691  DYNAMIC HEIGHT  -        562.868 (meters)     1846.68  (feet) COMP
 AE9691  MODELED GRAVITY -    980,486.9   (mgal)                       NAVD 88
 AE9691
 AE9691  VERT ORDER      -  FIRST     CLASS II
 AE9691
 AE9691.The horizontal coordinates were scaled from a map and have
 AE9691.an estimated accuracy of +/- 6 seconds.
 AE9691
 AE9691.The orthometric height was determined by differential leveling and
 AE9691.adjusted by the NATIONAL GEODETIC SURVEY
 AE9691.in July 1998.
 AE9691
 AE9691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9691.GEOID18 height accuracy estimate available here.
 AE9691
 AE9691.Click photographs - Photos may exist for this station.
 AE9691
 AE9691.The dynamic height is computed by dividing the NAVD 88
 AE9691.geopotential number by the normal gravity value computed on the
 AE9691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9691.degrees latitude (g = 980.6199 gals.).
 AE9691
 AE9691.The modeled gravity was interpolated from observed gravity values.
 AE9691
 AE9691;                    North         East    Units  Estimated Accuracy
 AE9691;SPC SD N     -   170,390.      788,660.      MT  (+/- 180 meters Scaled)
 AE9691
 AE9691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR102218(NAD 83)
 AE9691
 AE9691                          SUPERSEDED SURVEY CONTROL
 AE9691
 AE9691.No superseded survey control is available for this station.
 AE9691
 AE9691_MARKER: Z = SEE DESCRIPTION
 AE9691_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9691_STAMPING: 12-338.74 1996
 AE9691_MARK LOGO: NGS
 AE9691_PROJECTION: FLUSH
 AE9691_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9691+STABILITY: POSITION/ELEVATION WELL
 AE9691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9691+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9691_ROD/PIPE-DEPTH: 6.4 meters
 AE9691_SLEEVE-DEPTH  : 1.8 meters
 AE9691
 AE9691  HISTORY     - Date     Condition        Report By
 AE9691  HISTORY     - 1996     MONUMENTED       SDDT
 AE9691  HISTORY     - 19970314 GOOD             NGS
 AE9691
 AE9691                          STATION DESCRIPTION
 AE9691
 AE9691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9691'5.6 KM (3.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9691'STATE HIGHWAY 25 IN WEBSTER, 255.0 M (836.6 FT) WEST OF MILEPOST 339,
 AE9691'44.3 M (145.3 FT) EAST OF THE CENTER OF A DRIVEWAY, 29.3 M (96.1 FT)
 AE9691'NORTH OF THE HIGHWAY CENTERLINE, 21.8 M (71.5 FT) WEST OF THE CENTER
 AE9691'OF A GRAVELED ROAD, 11.3 M (37.1 FT) WEST OF A UTILITY POLE, 1.0 M
 AE9691'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A
 AE9691'FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT)
 AE9691'NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE9691'STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1
 AE9691'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE9691'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9692 ***********************************************************************
 AE9692  DESIGNATION -  12 339.96
 AE9692  PID         -  AE9692
 AE9692  STATE/COUNTY-  SD/DAY
 AE9692  COUNTRY     -  US
 AE9692  USGS QUAD   -  WEBSTER (2018)
 AE9692
 AE9692                         *CURRENT SURVEY CONTROL
 AE9692  ______________________________________________________________________
 AE9692* NAD 83(1986) POSITION- 45 20 28.     (N) 097 34 04.     (W)   SCALED
 AE9692* NAVD 88 ORTHO HEIGHT -   555.876 (meters)     1823.74  (feet) ADJUSTED
 AE9692  ______________________________________________________________________
 AE9692  GEOID HEIGHT    -        -24.959 (meters)                     GEOID18
 AE9692  DYNAMIC HEIGHT  -        555.814 (meters)     1823.53  (feet) COMP
 AE9692  MODELED GRAVITY -    980,487.0   (mgal)                       NAVD 88
 AE9692
 AE9692  VERT ORDER      -  FIRST     CLASS II
 AE9692
 AE9692.The horizontal coordinates were scaled from a map and have
 AE9692.an estimated accuracy of +/- 6 seconds.
 AE9692
 AE9692.The orthometric height was determined by differential leveling and
 AE9692.adjusted by the NATIONAL GEODETIC SURVEY
 AE9692.in July 1998.
 AE9692
 AE9692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9692.GEOID18 height accuracy estimate available here.
 AE9692
 AE9692.Click photographs - Photos may exist for this station.
 AE9692
 AE9692.The dynamic height is computed by dividing the NAVD 88
 AE9692.geopotential number by the normal gravity value computed on the
 AE9692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9692.degrees latitude (g = 980.6199 gals.).
 AE9692
 AE9692.The modeled gravity was interpolated from observed gravity values.
 AE9692
 AE9692;                    North         East    Units  Estimated Accuracy
 AE9692;SPC SD N     -   170,410.      790,590.      MT  (+/- 180 meters Scaled)
 AE9692
 AE9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR122218(NAD 83)
 AE9692
 AE9692                          SUPERSEDED SURVEY CONTROL
 AE9692
 AE9692.No superseded survey control is available for this station.
 AE9692
 AE9692_MARKER: DD = SURVEY DISK
 AE9692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9692_STAMPING: 12-339.96 1996
 AE9692_MARK LOGO: SDDT
 AE9692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9692+STABILITY: SURFACE MOTION
 AE9692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9692+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9692
 AE9692  HISTORY     - Date     Condition        Report By
 AE9692  HISTORY     - 1996     MONUMENTED       SDDT
 AE9692  HISTORY     - 19970314 GOOD             NGS
 AE9692
 AE9692                          STATION DESCRIPTION
 AE9692
 AE9692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9692'3.7 KM (2.30 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9692'STATE HIGHWAY 25 IN WEBSTER, 66.5 M (218.2 FT) WEST OF MILEPOST 340,
 AE9692'30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.7 M (18.7 FT)
 AE9692'WEST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9692'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 AE9692'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9693 ***********************************************************************
 AE9693  DESIGNATION -  12 340.76
 AE9693  PID         -  AE9693
 AE9693  STATE/COUNTY-  SD/DAY
 AE9693  COUNTRY     -  US
 AE9693  USGS QUAD   -  WEBSTER (2018)
 AE9693
 AE9693                         *CURRENT SURVEY CONTROL
 AE9693  ______________________________________________________________________
 AE9693* NAD 83(1986) POSITION- 45 20 30.     (N) 097 33 02.     (W)   SCALED
 AE9693* NAVD 88 ORTHO HEIGHT -   566.428 (meters)     1858.36  (feet) ADJUSTED
 AE9693  ______________________________________________________________________
 AE9693  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 AE9693  DYNAMIC HEIGHT  -        566.365 (meters)     1858.15  (feet) COMP
 AE9693  MODELED GRAVITY -    980,487.0   (mgal)                       NAVD 88
 AE9693
 AE9693  VERT ORDER      -  FIRST     CLASS II
 AE9693
 AE9693.The horizontal coordinates were scaled from a map and have
 AE9693.an estimated accuracy of +/- 6 seconds.
 AE9693
 AE9693.The orthometric height was determined by differential leveling and
 AE9693.adjusted by the NATIONAL GEODETIC SURVEY
 AE9693.in July 1998.
 AE9693
 AE9693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9693.GEOID18 height accuracy estimate available here.
 AE9693
 AE9693.Click photographs - Photos may exist for this station.
 AE9693
 AE9693.The dynamic height is computed by dividing the NAVD 88
 AE9693.geopotential number by the normal gravity value computed on the
 AE9693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9693.degrees latitude (g = 980.6199 gals.).
 AE9693
 AE9693.The modeled gravity was interpolated from observed gravity values.
 AE9693
 AE9693;                    North         East    Units  Estimated Accuracy
 AE9693;SPC SD N     -   170,520.      791,940.      MT  (+/- 180 meters Scaled)
 AE9693
 AE9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR135219(NAD 83)
 AE9693
 AE9693                          SUPERSEDED SURVEY CONTROL
 AE9693
 AE9693.No superseded survey control is available for this station.
 AE9693
 AE9693_MARKER: DD = SURVEY DISK
 AE9693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9693_STAMPING: 12-340.76 1996
 AE9693_MARK LOGO: SDDT
 AE9693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9693+STABILITY: SURFACE MOTION
 AE9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9693+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9693
 AE9693  HISTORY     - Date     Condition        Report By
 AE9693  HISTORY     - 1996     MONUMENTED       SDDT
 AE9693  HISTORY     - 19970314 GOOD             NGS
 AE9693
 AE9693                          STATION DESCRIPTION
 AE9693
 AE9693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9693'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9693'STATE HIGHWAY 25 IN WEBSTER, 384.0 M (1259.8 FT) WEST OF MILEPOST 341,
 AE9693'29.8 M (97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.1 M (36.4 FT)
 AE9693'WEST OF THE CENTER OF A GRAVELED ROAD, 9.8 M (32.2 FT) NORTHEAST OF A
 AE9693'WATER VALVE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AE9693'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9693'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9694 ***********************************************************************
 AE9694  DESIGNATION -  12 341.85
 AE9694  PID         -  AE9694
 AE9694  STATE/COUNTY-  SD/DAY
 AE9694  COUNTRY     -  US
 AE9694  USGS QUAD   -  WEBSTER (2018)
 AE9694
 AE9694                         *CURRENT SURVEY CONTROL
 AE9694  ______________________________________________________________________
 AE9694* NAD 83(1986) POSITION- 45 20 30.     (N) 097 31 43.     (W)   SCALED
 AE9694* NAVD 88 ORTHO HEIGHT -   560.087 (meters)     1837.55  (feet) ADJUSTED
 AE9694  ______________________________________________________________________
 AE9694  GEOID HEIGHT    -        -24.983 (meters)                     GEOID18
 AE9694  DYNAMIC HEIGHT  -        560.024 (meters)     1837.35  (feet) COMP
 AE9694  MODELED GRAVITY -    980,486.8   (mgal)                       NAVD 88
 AE9694
 AE9694  VERT ORDER      -  FIRST     CLASS II
 AE9694
 AE9694.The horizontal coordinates were scaled from a map and have
 AE9694.an estimated accuracy of +/- 6 seconds.
 AE9694
 AE9694.The orthometric height was determined by differential leveling and
 AE9694.adjusted by the NATIONAL GEODETIC SURVEY
 AE9694.in July 1998.
 AE9694
 AE9694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9694.GEOID18 height accuracy estimate available here.
 AE9694
 AE9694.Click photographs - Photos may exist for this station.
 AE9694
 AE9694.The dynamic height is computed by dividing the NAVD 88
 AE9694.geopotential number by the normal gravity value computed on the
 AE9694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9694.degrees latitude (g = 980.6199 gals.).
 AE9694
 AE9694.The modeled gravity was interpolated from observed gravity values.
 AE9694
 AE9694;                    North         East    Units  Estimated Accuracy
 AE9694;SPC SD N     -   170,570.      793,660.      MT  (+/- 180 meters Scaled)
 AE9694
 AE9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR152219(NAD 83)
 AE9694
 AE9694                          SUPERSEDED SURVEY CONTROL
 AE9694
 AE9694.No superseded survey control is available for this station.
 AE9694
 AE9694_MARKER: DD = SURVEY DISK
 AE9694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9694_STAMPING: 12-341.85 1996
 AE9694_MARK LOGO: SDDT
 AE9694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9694+STABILITY: SURFACE MOTION
 AE9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9694+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9694
 AE9694  HISTORY     - Date     Condition        Report By
 AE9694  HISTORY     - 1996     MONUMENTED       SDDT
 AE9694  HISTORY     - 19970314 GOOD             NGS
 AE9694
 AE9694                          STATION DESCRIPTION
 AE9694
 AE9694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9694'0.7 KM (0.45 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9694'STATE HIGHWAY 25 IN WEBSTER, 246.0 M (807.1 FT) WEST OF MILEPOST 342,
 AE9694'116.9 M (383.5 FT) EAST OF THE CENTER OF FAIRGROUNDS ROAD (7TH
 AE9694'STREET), 26.7 M (87.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AE9694'LANES OF THE HIGHWAY, 22.4 M (73.5 FT) NORTHEAST OF A UTILITY LIGHT
 AE9694'POLE, 4.8 M (15.7 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 1.2 M
 AE9694'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 AE9694'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9695 ***********************************************************************
 AE9695  DESIGNATION -  12 343.55
 AE9695  PID         -  AE9695
 AE9695  STATE/COUNTY-  SD/DAY
 AE9695  COUNTRY     -  US
 AE9695  USGS QUAD   -  WEBSTER (2018)
 AE9695
 AE9695                         *CURRENT SURVEY CONTROL
 AE9695  ______________________________________________________________________
 AE9695* NAD 83(1986) POSITION- 45 20 28.     (N) 097 30 33.     (W)   SCALED
 AE9695* NAVD 88 ORTHO HEIGHT -   552.099 (meters)     1811.34  (feet) ADJUSTED
 AE9695  ______________________________________________________________________
 AE9695  GEOID HEIGHT    -        -24.995 (meters)                     GEOID18
 AE9695  DYNAMIC HEIGHT  -        552.037 (meters)     1811.14  (feet) COMP
 AE9695  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 AE9695
 AE9695  VERT ORDER      -  FIRST     CLASS II
 AE9695
 AE9695.The horizontal coordinates were scaled from a map and have
 AE9695.an estimated accuracy of +/- 6 seconds.
 AE9695
 AE9695.The orthometric height was determined by differential leveling and
 AE9695.adjusted by the NATIONAL GEODETIC SURVEY
 AE9695.in July 1998.
 AE9695
 AE9695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9695.GEOID18 height accuracy estimate available here.
 AE9695
 AE9695.Click photographs - Photos may exist for this station.
 AE9695
 AE9695.The dynamic height is computed by dividing the NAVD 88
 AE9695.geopotential number by the normal gravity value computed on the
 AE9695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9695.degrees latitude (g = 980.6199 gals.).
 AE9695
 AE9695.The modeled gravity was interpolated from observed gravity values.
 AE9695
 AE9695;                    North         East    Units  Estimated Accuracy
 AE9695;SPC SD N     -   170,550.      795,190.      MT  (+/- 180 meters Scaled)
 AE9695
 AE9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR168219(NAD 83)
 AE9695
 AE9695                          SUPERSEDED SURVEY CONTROL
 AE9695
 AE9695.No superseded survey control is available for this station.
 AE9695
 AE9695_MARKER: DD = SURVEY DISK
 AE9695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9695_STAMPING: 12-343.55 1996
 AE9695_MARK LOGO: SDDT
 AE9695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9695+STABILITY: SURFACE MOTION
 AE9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9695+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9695
 AE9695  HISTORY     - Date     Condition        Report By
 AE9695  HISTORY     - 1996     MONUMENTED       SDDT
 AE9695  HISTORY     - 19970314 GOOD             NGS
 AE9695
 AE9695                          STATION DESCRIPTION
 AE9695
 AE9695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9695'0.9 KM (0.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9695'STATE HIGHWAY 25 IN WEBSTER, 696.0 M (2283.5 FT) WEST OF MILEPOST 344,
 AE9695'30.4 M (99.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) EAST
 AE9695'OF A T-FENCE CORNER, 4.4 M (14.4 FT) WEST OF THE CENTER OF A DRIVEWAY,
 AE9695'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF
 AE9695'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9696 ***********************************************************************
 AE9696  DESIGNATION -  12 344.34
 AE9696  PID         -  AE9696
 AE9696  STATE/COUNTY-  SD/DAY
 AE9696  COUNTRY     -  US
 AE9696  USGS QUAD   -  WAUBAY SW (2017)
 AE9696
 AE9696                         *CURRENT SURVEY CONTROL
 AE9696  ______________________________________________________________________
 AE9696* NAD 83(1986) POSITION- 45 20 25.     (N) 097 29 37.     (W)   SCALED
 AE9696* NAVD 88 ORTHO HEIGHT -   565.457 (meters)     1855.17  (feet) ADJUSTED
 AE9696  ______________________________________________________________________
 AE9696  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 AE9696  DYNAMIC HEIGHT  -        565.393 (meters)     1854.96  (feet) COMP
 AE9696  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 AE9696
 AE9696  VERT ORDER      -  FIRST     CLASS II
 AE9696
 AE9696.The horizontal coordinates were scaled from a map and have
 AE9696.an estimated accuracy of +/- 6 seconds.
 AE9696
 AE9696.The orthometric height was determined by differential leveling and
 AE9696.adjusted by the NATIONAL GEODETIC SURVEY
 AE9696.in July 1998.
 AE9696
 AE9696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9696.GEOID18 height accuracy estimate available here.
 AE9696
 AE9696.Click photographs - Photos may exist for this station.
 AE9696
 AE9696.The dynamic height is computed by dividing the NAVD 88
 AE9696.geopotential number by the normal gravity value computed on the
 AE9696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9696.degrees latitude (g = 980.6199 gals.).
 AE9696
 AE9696.The modeled gravity was interpolated from observed gravity values.
 AE9696
 AE9696;                    North         East    Units  Estimated Accuracy
 AE9696;SPC SD N     -   170,500.      796,410.      MT  (+/- 180 meters Scaled)
 AE9696
 AE9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR180218(NAD 83)
 AE9696
 AE9696                          SUPERSEDED SURVEY CONTROL
 AE9696
 AE9696.No superseded survey control is available for this station.
 AE9696
 AE9696_MARKER: Z = SEE DESCRIPTION
 AE9696_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9696_STAMPING: 12-344.34 1996
 AE9696_MARK LOGO: NGS
 AE9696_PROJECTION: FLUSH
 AE9696_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9696+STABILITY: POSITION/ELEVATION WELL
 AE9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9696+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9696_ROD/PIPE-DEPTH: 6.4 meters
 AE9696_SLEEVE-DEPTH  : 1.8 meters
 AE9696
 AE9696  HISTORY     - Date     Condition        Report By
 AE9696  HISTORY     - 1996     MONUMENTED       SDDT
 AE9696  HISTORY     - 19970314 GOOD             NGS
 AE9696
 AE9696                          STATION DESCRIPTION
 AE9696
 AE9696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9696'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9696'STATE HIGHWAY 25 IN WEBSTER, 537.0 M (1761.8 FT) EAST OF MILEPOST 344,
 AE9696'62.2 M (204.1 FT) NORTHEAST OF A RADIO TOWER, 30.1 M (98.8 FT) SOUTH
 AE9696'OF THE HIGHWAY CENTERLINE, 8.7 M (28.5 FT) EAST OF THE CENTER OF A
 AE9696'DRIVEWAY LEADING TO THE TOWER, 2.6 M (8.5 FT) NORTHEAST OF A FENCE
 AE9696'CORNER, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) ABOVE THE
 AE9696'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.4
 AE9696'M (1.3 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AE9696'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AE9696'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE9696'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9697 ***********************************************************************
 AE9697  DESIGNATION -  12 345.01
 AE9697  PID         -  AE9697
 AE9697  STATE/COUNTY-  SD/DAY
 AE9697  COUNTRY     -  US
 AE9697  USGS QUAD   -  WAUBAY SW (2017)
 AE9697
 AE9697                         *CURRENT SURVEY CONTROL
 AE9697  ______________________________________________________________________
 AE9697* NAD 83(1986) POSITION- 45 20 29.     (N) 097 28 48.     (W)   SCALED
 AE9697* NAVD 88 ORTHO HEIGHT -   564.934 (meters)     1853.45  (feet) ADJUSTED
 AE9697  ______________________________________________________________________
 AE9697  GEOID HEIGHT    -        -25.014 (meters)                     GEOID18
 AE9697  DYNAMIC HEIGHT  -        564.870 (meters)     1853.24  (feet) COMP
 AE9697  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 AE9697
 AE9697  VERT ORDER      -  FIRST     CLASS II
 AE9697
 AE9697.The horizontal coordinates were scaled from a map and have
 AE9697.an estimated accuracy of +/- 6 seconds.
 AE9697
 AE9697.The orthometric height was determined by differential leveling and
 AE9697.adjusted by the NATIONAL GEODETIC SURVEY
 AE9697.in July 1998.
 AE9697
 AE9697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9697.GEOID18 height accuracy estimate available here.
 AE9697
 AE9697.Click photographs - Photos may exist for this station.
 AE9697
 AE9697.The dynamic height is computed by dividing the NAVD 88
 AE9697.geopotential number by the normal gravity value computed on the
 AE9697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9697.degrees latitude (g = 980.6199 gals.).
 AE9697
 AE9697.The modeled gravity was interpolated from observed gravity values.
 AE9697
 AE9697;                    North         East    Units  Estimated Accuracy
 AE9697;SPC SD N     -   170,650.      797,470.      MT  (+/- 180 meters Scaled)
 AE9697
 AE9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR190219(NAD 83)
 AE9697
 AE9697                          SUPERSEDED SURVEY CONTROL
 AE9697
 AE9697.No superseded survey control is available for this station.
 AE9697
 AE9697_MARKER: DB = BENCH MARK DISK
 AE9697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9697_STAMPING: 12-345.01
 AE9697_MARK LOGO: SDHD
 AE9697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9697+STABILITY: SURFACE MOTION
 AE9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9697+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9697
 AE9697  HISTORY     - Date     Condition        Report By
 AE9697  HISTORY     - UNK      MONUMENTED       SDHD
 AE9697  HISTORY     - 19970314 GOOD             NGS
 AE9697
 AE9697                          STATION DESCRIPTION
 AE9697
 AE9697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9697'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9697'STATE HIGHWAY 25 IN WEBSTER, 43.7 M (143.4 FT) NORTHEAST OF MILEPOST
 AE9697'345, 30.1 M (98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT)
 AE9697'EAST OF THE CENTER OF A DRIVEWAY, 2.0 M (6.6 FT) WEST OF A FENCE
 AE9697'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AE9697'SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M (0.7
 AE9697'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9697'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9698 ***********************************************************************
 AE9698  DESIGNATION -  12 346.16
 AE9698  PID         -  AE9698
 AE9698  STATE/COUNTY-  SD/DAY
 AE9698  COUNTRY     -  US
 AE9698  USGS QUAD   -  WAUBAY SW (2017)
 AE9698
 AE9698                         *CURRENT SURVEY CONTROL
 AE9698  ______________________________________________________________________
 AE9698* NAD 83(1986) POSITION- 45 20 29.     (N) 097 27 21.     (W)   SCALED
 AE9698* NAVD 88 ORTHO HEIGHT -   562.187 (meters)     1844.44  (feet) ADJUSTED
 AE9698  ______________________________________________________________________
 AE9698  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 AE9698  DYNAMIC HEIGHT  -        562.123 (meters)     1844.23  (feet) COMP
 AE9698  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 AE9698
 AE9698  VERT ORDER      -  FIRST     CLASS II
 AE9698
 AE9698.The horizontal coordinates were scaled from a map and have
 AE9698.an estimated accuracy of +/- 6 seconds.
 AE9698
 AE9698.The orthometric height was determined by differential leveling and
 AE9698.adjusted by the NATIONAL GEODETIC SURVEY
 AE9698.in July 1998.
 AE9698
 AE9698.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9698.GEOID18 height accuracy estimate available here.
 AE9698
 AE9698.Click photographs - Photos may exist for this station.
 AE9698
 AE9698.The dynamic height is computed by dividing the NAVD 88
 AE9698.geopotential number by the normal gravity value computed on the
 AE9698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9698.degrees latitude (g = 980.6199 gals.).
 AE9698
 AE9698.The modeled gravity was interpolated from observed gravity values.
 AE9698
 AE9698;                    North         East    Units  Estimated Accuracy
 AE9698;SPC SD N     -   170,710.      799,360.      MT  (+/- 180 meters Scaled)
 AE9698
 AE9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR209220(NAD 83)
 AE9698
 AE9698                          SUPERSEDED SURVEY CONTROL
 AE9698
 AE9698.No superseded survey control is available for this station.
 AE9698
 AE9698_MARKER: DB = BENCH MARK DISK
 AE9698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9698_STAMPING: 12-346.16
 AE9698_MARK LOGO: SDHD
 AE9698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9698+STABILITY: SURFACE MOTION
 AE9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9698+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2010
 AE9698
 AE9698  HISTORY     - Date     Condition        Report By
 AE9698  HISTORY     - UNK      MONUMENTED       SDHD
 AE9698  HISTORY     - 19970314 GOOD             NGS
 AE9698  HISTORY     - 20100717 GOOD             WOOLPT
 AE9698
 AE9698                          STATION DESCRIPTION
 AE9698
 AE9698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9698'5.0 KM (3.10 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9698'STATE HIGHWAY 25 IN WEBSTER, 250.0 M (820.2 FT) EAST OF MILEPOST 346,
 AE9698'30.1 M (98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT)
 AE9698'EAST OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AE9698'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE9698'POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9698'FLUSH WITH THE GROUND SURFACE.
 AE9698
 AE9698                          STATION RECOVERY (2010)
 AE9698
 AE9698'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DJK)
 AE9698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9699 ***********************************************************************
 AE9699  DESIGNATION -  12 347.16
 AE9699  PID         -  AE9699
 AE9699  STATE/COUNTY-  SD/DAY
 AE9699  COUNTRY     -  US
 AE9699  USGS QUAD   -  WAUBAY SW (2017)
 AE9699
 AE9699                         *CURRENT SURVEY CONTROL
 AE9699  ______________________________________________________________________
 AE9699* NAD 83(1986) POSITION- 45 20 29.     (N) 097 26 06.     (W)   SCALED
 AE9699* NAVD 88 ORTHO HEIGHT -   560.442 (meters)     1838.72  (feet) ADJUSTED
 AE9699  ______________________________________________________________________
 AE9699  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 AE9699  DYNAMIC HEIGHT  -        560.378 (meters)     1838.51  (feet) COMP
 AE9699  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 AE9699
 AE9699  VERT ORDER      -  FIRST     CLASS II
 AE9699
 AE9699.The horizontal coordinates were scaled from a map and have
 AE9699.an estimated accuracy of +/- 6 seconds.
 AE9699
 AE9699.The orthometric height was determined by differential leveling and
 AE9699.adjusted by the NATIONAL GEODETIC SURVEY
 AE9699.in July 1998.
 AE9699
 AE9699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9699.GEOID18 height accuracy estimate available here.
 AE9699
 AE9699.Click photographs - Photos may exist for this station.
 AE9699
 AE9699.The dynamic height is computed by dividing the NAVD 88
 AE9699.geopotential number by the normal gravity value computed on the
 AE9699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9699.degrees latitude (g = 980.6199 gals.).
 AE9699
 AE9699.The modeled gravity was interpolated from observed gravity values.
 AE9699
 AE9699;                    North         East    Units  Estimated Accuracy
 AE9699;SPC SD N     -   170,770.      800,990.      MT  (+/- 180 meters Scaled)
 AE9699
 AE9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR226220(NAD 83)
 AE9699
 AE9699                          SUPERSEDED SURVEY CONTROL
 AE9699
 AE9699.No superseded survey control is available for this station.
 AE9699
 AE9699_MARKER: DB = BENCH MARK DISK
 AE9699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9699_STAMPING: 12-347.16
 AE9699_MARK LOGO: SDHD
 AE9699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9699+STABILITY: SURFACE MOTION
 AE9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9699+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9699
 AE9699  HISTORY     - Date     Condition        Report By
 AE9699  HISTORY     - UNK      MONUMENTED       SDHD
 AE9699  HISTORY     - 19970314 GOOD             NGS
 AE9699
 AE9699                          STATION DESCRIPTION
 AE9699
 AE9699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9699'6.6 KM (4.10 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9699'STATE HIGHWAY 25 IN WEBSTER, 251.0 M (823.5 FT) EAST OF MILEPOST 347,
 AE9699'35.4 M (116.1 FT) EAST OF A T-FENCE CORNER, 30.1 M (98.8 FT) NORTH OF
 AE9699'THE HIGHWAY CENTERLINE, 16.6 M (54.5 FT) EAST OF A UTILITY POLE, 0.7 M
 AE9699'(2.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE9699'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH
 AE9699'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9700 ***********************************************************************
 AE9700  DESIGNATION -  12 348.12
 AE9700  PID         -  AE9700
 AE9700  STATE/COUNTY-  SD/DAY
 AE9700  COUNTRY     -  US
 AE9700  USGS QUAD   -  WAUBAY SW (2017)
 AE9700
 AE9700                         *CURRENT SURVEY CONTROL
 AE9700  ______________________________________________________________________
 AE9700* NAD 83(1986) POSITION- 45 20 28.     (N) 097 24 56.     (W)   SCALED
 AE9700* NAVD 88 ORTHO HEIGHT -   558.673 (meters)     1832.91  (feet) ADJUSTED
 AE9700  ______________________________________________________________________
 AE9700  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 AE9700  DYNAMIC HEIGHT  -        558.609 (meters)     1832.70  (feet) COMP
 AE9700  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 AE9700
 AE9700  VERT ORDER      -  FIRST     CLASS II
 AE9700
 AE9700.The horizontal coordinates were scaled from a map and have
 AE9700.an estimated accuracy of +/- 6 seconds.
 AE9700
 AE9700.The orthometric height was determined by differential leveling and
 AE9700.adjusted by the NATIONAL GEODETIC SURVEY
 AE9700.in July 1998.
 AE9700
 AE9700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9700.GEOID18 height accuracy estimate available here.
 AE9700
 AE9700.Click photographs - Photos may exist for this station.
 AE9700
 AE9700.The dynamic height is computed by dividing the NAVD 88
 AE9700.geopotential number by the normal gravity value computed on the
 AE9700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9700.degrees latitude (g = 980.6199 gals.).
 AE9700
 AE9700.The modeled gravity was interpolated from observed gravity values.
 AE9700
 AE9700;                    North         East    Units  Estimated Accuracy
 AE9700;SPC SD N     -   170,780.      802,520.      MT  (+/- 180 meters Scaled)
 AE9700
 AE9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR241220(NAD 83)
 AE9700
 AE9700                          SUPERSEDED SURVEY CONTROL
 AE9700
 AE9700.No superseded survey control is available for this station.
 AE9700
 AE9700_MARKER: DB = BENCH MARK DISK
 AE9700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9700_STAMPING: 12-348.12
 AE9700_MARK LOGO: SDHD
 AE9700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9700+STABILITY: SURFACE MOTION
 AE9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9700+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9700
 AE9700  HISTORY     - Date     Condition        Report By
 AE9700  HISTORY     - UNK      MONUMENTED       SDHD
 AE9700  HISTORY     - 19970314 GOOD             NGS
 AE9700
 AE9700                          STATION DESCRIPTION
 AE9700
 AE9700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9700'8.2 KM (5.10 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9700'STATE HIGHWAY 25 IN WEBSTER, 193.0 M (633.2 FT) EAST OF MILEPOST 348,
 AE9700'65.9 M (216.2 FT) WEST OF THE CENTER OF A DRIVEWAY, 30.3 M (99.4 FT)
 AE9700'NORTH OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) SOUTHWEST OF A UTILITY
 AE9700'POLE, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9700'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AE9700'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9700'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9701 ***********************************************************************
 AE9701  DESIGNATION -  12 349.00
 AE9701  PID         -  AE9701
 AE9701  STATE/COUNTY-  SD/DAY
 AE9701  COUNTRY     -  US
 AE9701  USGS QUAD   -  WAUBAY SW (2017)
 AE9701
 AE9701                         *CURRENT SURVEY CONTROL
 AE9701  ______________________________________________________________________
 AE9701* NAD 83(1986) POSITION- 45 20 28.     (N) 097 23 51.     (W)   SCALED
 AE9701* NAVD 88 ORTHO HEIGHT -   553.405 (meters)     1815.63  (feet) ADJUSTED
 AE9701  ______________________________________________________________________
 AE9701  GEOID HEIGHT    -        -25.076 (meters)                     GEOID18
 AE9701  DYNAMIC HEIGHT  -        553.342 (meters)     1815.42  (feet) COMP
 AE9701  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 AE9701
 AE9701  VERT ORDER      -  FIRST     CLASS II
 AE9701
 AE9701.The horizontal coordinates were scaled from a map and have
 AE9701.an estimated accuracy of +/- 6 seconds.
 AE9701
 AE9701.The orthometric height was determined by differential leveling and
 AE9701.adjusted by the NATIONAL GEODETIC SURVEY
 AE9701.in July 1998.
 AE9701
 AE9701.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9701.GEOID18 height accuracy estimate available here.
 AE9701
 AE9701.Click photographs - Photos may exist for this station.
 AE9701
 AE9701.The dynamic height is computed by dividing the NAVD 88
 AE9701.geopotential number by the normal gravity value computed on the
 AE9701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9701.degrees latitude (g = 980.6199 gals.).
 AE9701
 AE9701.The modeled gravity was interpolated from observed gravity values.
 AE9701
 AE9701;                    North         East    Units  Estimated Accuracy
 AE9701;SPC SD N     -   170,830.      803,930.      MT  (+/- 180 meters Scaled)
 AE9701
 AE9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR255220(NAD 83)
 AE9701
 AE9701                          SUPERSEDED SURVEY CONTROL
 AE9701
 AE9701.No superseded survey control is available for this station.
 AE9701
 AE9701_MARKER: I = METAL ROD
 AE9701_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9701_STAMPING: 12-349.00 1996
 AE9701_MARK LOGO: NGS
 AE9701_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9701+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9701
 AE9701  HISTORY     - Date     Condition        Report By
 AE9701  HISTORY     - 1996     MONUMENTED       SDDT
 AE9701  HISTORY     - 19970314 GOOD             NGS
 AE9701
 AE9701                          STATION DESCRIPTION
 AE9701
 AE9701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9701'9.6 KM (5.95 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9701'STATE HIGHWAY 25 IN WEBSTER, 39.4 M (129.3 FT) NORTH OF MILEPOST 349,
 AE9701'31.1 M (102.0 FT) WEST OF A UTILITY POLE, 28.4 M (93.2 FT) NORTH OF
 AE9701'THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT) WEST OF THE CENTER OF A FIELD
 AE9701'ENTRANCE, 4.8 M (15.7 FT) SOUTHEAST OF A T-FENCE CORNER, 2.5 M (8.2
 AE9701'FT) SOUTH OF A FENCE, 2.2 M (7.2 FT) SOUTH OF A WITNESS POST, AND 0.3
 AE9701'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AE9701'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD AND SLEEVE DEPTH ARE
 AE9701'UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9702 ***********************************************************************
 AE9702  DESIGNATION -  12 349.69
 AE9702  PID         -  AE9702
 AE9702  STATE/COUNTY-  SD/DAY
 AE9702  COUNTRY     -  US
 AE9702  USGS QUAD   -  WAUBAY SW (2017)
 AE9702
 AE9702                         *CURRENT SURVEY CONTROL
 AE9702  ______________________________________________________________________
 AE9702* NAD 83(1986) POSITION- 45 20 27.     (N) 097 23 01.     (W)   SCALED
 AE9702* NAVD 88 ORTHO HEIGHT -   550.134 (meters)     1804.90  (feet) ADJUSTED
 AE9702  ______________________________________________________________________
 AE9702  GEOID HEIGHT    -        -25.088 (meters)                     GEOID18
 AE9702  DYNAMIC HEIGHT  -        550.071 (meters)     1804.69  (feet) COMP
 AE9702  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 AE9702
 AE9702  VERT ORDER      -  FIRST     CLASS II
 AE9702
 AE9702.The horizontal coordinates were scaled from a map and have
 AE9702.an estimated accuracy of +/- 6 seconds.
 AE9702
 AE9702.The orthometric height was determined by differential leveling and
 AE9702.adjusted by the NATIONAL GEODETIC SURVEY
 AE9702.in July 1998.
 AE9702
 AE9702.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9702.GEOID18 height accuracy estimate available here.
 AE9702
 AE9702.Click photographs - Photos may exist for this station.
 AE9702
 AE9702.The dynamic height is computed by dividing the NAVD 88
 AE9702.geopotential number by the normal gravity value computed on the
 AE9702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9702.degrees latitude (g = 980.6199 gals.).
 AE9702
 AE9702.The modeled gravity was interpolated from observed gravity values.
 AE9702
 AE9702;                    North         East    Units  Estimated Accuracy
 AE9702;SPC SD N     -   170,830.      805,020.      MT  (+/- 180 meters Scaled)
 AE9702
 AE9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR266220(NAD 83)
 AE9702
 AE9702                          SUPERSEDED SURVEY CONTROL
 AE9702
 AE9702.No superseded survey control is available for this station.
 AE9702
 AE9702_MARKER: Z = SEE DESCRIPTION
 AE9702_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9702_STAMPING: 12-349.69 1996
 AE9702_MARK LOGO: NGS
 AE9702_PROJECTION: FLUSH
 AE9702_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9702+STABILITY: POSITION/ELEVATION WELL
 AE9702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9702+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9702_ROD/PIPE-DEPTH: 6.4 meters
 AE9702_SLEEVE-DEPTH  : 1.8 meters
 AE9702
 AE9702  HISTORY     - Date     Condition        Report By
 AE9702  HISTORY     - 1996     MONUMENTED       SDDT
 AE9702  HISTORY     - 19970314 GOOD             NGS
 AE9702
 AE9702                          STATION DESCRIPTION
 AE9702
 AE9702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9702'10.7 KM (6.65 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9702'STATE HIGHWAY 25 IN WEBSTER, 515.0 M (1689.6 FT) WEST OF MILEPOST 350,
 AE9702'30.1 M (98.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT)
 AE9702'WEST OF THE CENTER OF A GRAVELED ROAD, 0.8 M (2.6 FT) NORTH OF A
 AE9702'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9702'NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) SOUTH OF A METAL GUARD
 AE9702'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9702'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9702'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9702'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9703 ***********************************************************************
 AE9703  DESIGNATION -  12 351.38
 AE9703  PID         -  AE9703
 AE9703  STATE/COUNTY-  SD/DAY
 AE9703  COUNTRY     -  US
 AE9703  USGS QUAD   -  WAUBAY (2017)
 AE9703
 AE9703                         *CURRENT SURVEY CONTROL
 AE9703  ______________________________________________________________________
 AE9703* NAD 83(1986) POSITION- 45 20 27.     (N) 097 20 56.     (W)   SCALED
 AE9703* NAVD 88 ORTHO HEIGHT -   549.235 (meters)     1801.95  (feet) ADJUSTED
 AE9703  ______________________________________________________________________
 AE9703  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 AE9703  DYNAMIC HEIGHT  -        549.173 (meters)     1801.75  (feet) COMP
 AE9703  MODELED GRAVITY -    980,485.0   (mgal)                       NAVD 88
 AE9703
 AE9703  VERT ORDER      -  FIRST     CLASS II
 AE9703
 AE9703.The horizontal coordinates were scaled from a map and have
 AE9703.an estimated accuracy of +/- 6 seconds.
 AE9703
 AE9703.The orthometric height was determined by differential leveling and
 AE9703.adjusted by the NATIONAL GEODETIC SURVEY
 AE9703.in July 1998.
 AE9703
 AE9703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9703.GEOID18 height accuracy estimate available here.
 AE9703
 AE9703.Click photographs - Photos may exist for this station.
 AE9703
 AE9703.The dynamic height is computed by dividing the NAVD 88
 AE9703.geopotential number by the normal gravity value computed on the
 AE9703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9703.degrees latitude (g = 980.6199 gals.).
 AE9703
 AE9703.The modeled gravity was interpolated from observed gravity values.
 AE9703
 AE9703;                    North         East    Units  Estimated Accuracy
 AE9703;SPC SD N     -   170,920.      807,740.      MT  (+/- 180 meters Scaled)
 AE9703
 AE9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR293221(NAD 83)
 AE9703
 AE9703                          SUPERSEDED SURVEY CONTROL
 AE9703
 AE9703.No superseded survey control is available for this station.
 AE9703
 AE9703_MARKER: I = METAL ROD
 AE9703_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9703_STAMPING: 12-351.38 1996
 AE9703_MARK LOGO: NGS
 AE9703_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9703+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9703
 AE9703  HISTORY     - Date     Condition        Report By
 AE9703  HISTORY     - 1996     MONUMENTED       SDDT
 AE9703  HISTORY     - 19970314 GOOD             NGS
 AE9703
 AE9703                          STATION DESCRIPTION
 AE9703
 AE9703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9703'13.4 KM (8.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9703'STATE HIGHWAY 25 IN WEBSTER, 612.7 M (2010.2 FT) EAST OF MILEPOST 351,
 AE9703'30.6 M (100.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT)
 AE9703'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL
 AE9703'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 AE9703'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD
 AE9703'AND SLEEVE DEPTH ARE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9704 ***********************************************************************
 AE9704  DESIGNATION -  12 352.23
 AE9704  PID         -  AE9704
 AE9704  STATE/COUNTY-  SD/DAY
 AE9704  COUNTRY     -  US
 AE9704  USGS QUAD   -  WAUBAY (2017)
 AE9704
 AE9704                         *CURRENT SURVEY CONTROL
 AE9704  ______________________________________________________________________
 AE9704* NAD 83(1986) POSITION- 45 20 28.     (N) 097 19 56.     (W)   SCALED
 AE9704* NAVD 88 ORTHO HEIGHT -   549.579 (meters)     1803.08  (feet) ADJUSTED
 AE9704  ______________________________________________________________________
 AE9704  GEOID HEIGHT    -        -25.132 (meters)                     GEOID18
 AE9704  DYNAMIC HEIGHT  -        549.517 (meters)     1802.87  (feet) COMP
 AE9704  MODELED GRAVITY -    980,485.2   (mgal)                       NAVD 88
 AE9704
 AE9704  VERT ORDER      -  FIRST     CLASS II
 AE9704
 AE9704.The horizontal coordinates were scaled from a map and have
 AE9704.an estimated accuracy of +/- 6 seconds.
 AE9704
 AE9704.The orthometric height was determined by differential leveling and
 AE9704.adjusted by the NATIONAL GEODETIC SURVEY
 AE9704.in July 1998.
 AE9704
 AE9704.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9704.GEOID18 height accuracy estimate available here.
 AE9704
 AE9704.Click photographs - Photos may exist for this station.
 AE9704
 AE9704.The dynamic height is computed by dividing the NAVD 88
 AE9704.geopotential number by the normal gravity value computed on the
 AE9704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9704.degrees latitude (g = 980.6199 gals.).
 AE9704
 AE9704.The modeled gravity was interpolated from observed gravity values.
 AE9704
 AE9704;                    North         East    Units  Estimated Accuracy
 AE9704;SPC SD N     -   171,000.      809,050.      MT  (+/- 180 meters Scaled)
 AE9704
 AE9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR306221(NAD 83)
 AE9704
 AE9704                          SUPERSEDED SURVEY CONTROL
 AE9704
 AE9704.No superseded survey control is available for this station.
 AE9704
 AE9704_MARKER: I = METAL ROD
 AE9704_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9704_STAMPING: 12-352.23 1996
 AE9704_MARK LOGO: NGS
 AE9704_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9704+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9704
 AE9704  HISTORY     - Date     Condition        Report By
 AE9704  HISTORY     - 1996     MONUMENTED       SDDT
 AE9704  HISTORY     - 19970314 GOOD             NGS
 AE9704
 AE9704                          STATION DESCRIPTION
 AE9704
 AE9704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9704'12.8 KM (7.95 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9704'STATE HIGHWAY 25 IN WEBSTER, 343.7 M (1127.6 FT) EAST OF MILEPOST 352,
 AE9704'23.7 M (77.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT) WEST
 AE9704'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9704'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 AE9704'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD
 AE9704'AND SLEEVE DEPTH ARE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9705 ***********************************************************************
 AE9705  DESIGNATION -  12 352.90
 AE9705  PID         -  AE9705
 AE9705  STATE/COUNTY-  SD/DAY
 AE9705  COUNTRY     -  US
 AE9705  USGS QUAD   -  WAUBAY (2017)
 AE9705
 AE9705                         *CURRENT SURVEY CONTROL
 AE9705  ______________________________________________________________________
 AE9705* NAD 83(1986) POSITION- 45 20 27.     (N) 097 19 03.     (W)   SCALED
 AE9705* NAVD 88 ORTHO HEIGHT -   550.190 (meters)     1805.08  (feet) ADJUSTED
 AE9705  ______________________________________________________________________
 AE9705  GEOID HEIGHT    -        -25.144 (meters)                     GEOID18
 AE9705  DYNAMIC HEIGHT  -        550.128 (meters)     1804.88  (feet) COMP
 AE9705  MODELED GRAVITY -    980,485.3   (mgal)                       NAVD 88
 AE9705
 AE9705  VERT ORDER      -  FIRST     CLASS II
 AE9705
 AE9705.The horizontal coordinates were scaled from a map and have
 AE9705.an estimated accuracy of +/- 6 seconds.
 AE9705
 AE9705.The orthometric height was determined by differential leveling and
 AE9705.adjusted by the NATIONAL GEODETIC SURVEY
 AE9705.in July 1998.
 AE9705
 AE9705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9705.GEOID18 height accuracy estimate available here.
 AE9705
 AE9705.Click photographs - Photos may exist for this station.
 AE9705
 AE9705.The dynamic height is computed by dividing the NAVD 88
 AE9705.geopotential number by the normal gravity value computed on the
 AE9705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9705.degrees latitude (g = 980.6199 gals.).
 AE9705
 AE9705.The modeled gravity was interpolated from observed gravity values.
 AE9705
 AE9705;                    North         East    Units  Estimated Accuracy
 AE9705;SPC SD N     -   171,000.      810,200.      MT  (+/- 180 meters Scaled)
 AE9705
 AE9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR318221(NAD 83)
 AE9705
 AE9705                          SUPERSEDED SURVEY CONTROL
 AE9705
 AE9705.No superseded survey control is available for this station.
 AE9705
 AE9705_MARKER: Z = SEE DESCRIPTION
 AE9705_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9705_STAMPING: 12-352.90 1996
 AE9705_MARK LOGO: NGS
 AE9705_PROJECTION: FLUSH
 AE9705_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9705+STABILITY: POSITION/ELEVATION WELL
 AE9705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9705+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9705_ROD/PIPE-DEPTH: 6.4 meters
 AE9705_SLEEVE-DEPTH  : 1.8 meters
 AE9705
 AE9705  HISTORY     - Date     Condition        Report By
 AE9705  HISTORY     - 1996     MONUMENTED       SDDT
 AE9705  HISTORY     - 19970314 GOOD             NGS
 AE9705
 AE9705                          STATION DESCRIPTION
 AE9705
 AE9705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9705'15.9 KM (9.85 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9705'STATE HIGHWAY 25 IN WEBSTER, 161.0 M (528.2 FT) WEST OF MILEPOST 353,
 AE9705'31.3 M (102.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 21.3 M (69.9 FT)
 AE9705'SOUTH OF THE SOUTHEAST END OF A CULVERT UNDER THE HIGHWAY, 2.0 M (6.6
 AE9705'FT) BELOW THE LEVEL OF THE HIGHWAY, 1.9 M (6.2 FT) NORTH OF THE CENTER
 AE9705'OF A GRAVELED ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.4 M
 AE9705'(1.3 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AE9705'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AE9705'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE9705'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9706 ***********************************************************************
 AE9706  DESIGNATION -  12 354.32
 AE9706  PID         -  AE9706
 AE9706  STATE/COUNTY-  SD/DAY
 AE9706  COUNTRY     -  US
 AE9706  USGS QUAD   -  WAUBAY (2017)
 AE9706
 AE9706                         *CURRENT SURVEY CONTROL
 AE9706  ______________________________________________________________________
 AE9706* NAD 83(1986) POSITION- 45 20 27.     (N) 097 17 17.     (W)   SCALED
 AE9706* NAVD 88 ORTHO HEIGHT -   551.946 (meters)     1810.84  (feet) ADJUSTED
 AE9706  ______________________________________________________________________
 AE9706  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 AE9706  DYNAMIC HEIGHT  -        551.883 (meters)     1810.64  (feet) COMP
 AE9706  MODELED GRAVITY -    980,485.1   (mgal)                       NAVD 88
 AE9706
 AE9706  VERT ORDER      -  FIRST     CLASS II
 AE9706
 AE9706.The horizontal coordinates were scaled from a map and have
 AE9706.an estimated accuracy of +/- 6 seconds.
 AE9706
 AE9706.The orthometric height was determined by differential leveling and
 AE9706.adjusted by the NATIONAL GEODETIC SURVEY
 AE9706.in July 1998.
 AE9706
 AE9706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9706.GEOID18 height accuracy estimate available here.
 AE9706
 AE9706.Click photographs - Photos may exist for this station.
 AE9706
 AE9706.The dynamic height is computed by dividing the NAVD 88
 AE9706.geopotential number by the normal gravity value computed on the
 AE9706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9706.degrees latitude (g = 980.6199 gals.).
 AE9706
 AE9706.The modeled gravity was interpolated from observed gravity values.
 AE9706
 AE9706;                    North         East    Units  Estimated Accuracy
 AE9706;SPC SD N     -   171,080.      812,510.      MT  (+/- 180 meters Scaled)
 AE9706
 AE9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR341222(NAD 83)
 AE9706
 AE9706                          SUPERSEDED SURVEY CONTROL
 AE9706
 AE9706.No superseded survey control is available for this station.
 AE9706
 AE9706_MARKER: DD = SURVEY DISK
 AE9706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9706_STAMPING: 12-354.32 1996
 AE9706_MARK LOGO: SDDT
 AE9706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9706+STABILITY: SURFACE MOTION
 AE9706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9706+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9706
 AE9706  HISTORY     - Date     Condition        Report By
 AE9706  HISTORY     - 1996     MONUMENTED       SDDT
 AE9706  HISTORY     - 19970314 GOOD             NGS
 AE9706
 AE9706                          STATION DESCRIPTION
 AE9706
 AE9706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9706'18.1 KM (11.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9706'STATE HIGHWAY 25 IN WEBSTER, 509.0 M (1669.9 FT) EAST OF MILEPOST 354,
 AE9706'30.2 M (99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 AE9706'WEST OF THE CENTER OF A GRAVELED ROAD, 1.1 M (3.6 FT) WEST OF A FENCE
 AE9706'CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AE9706'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9707 ***********************************************************************
 AE9707  DESIGNATION -  12 354.83
 AE9707  PID         -  AE9707
 AE9707  STATE/COUNTY-  SD/DAY
 AE9707  COUNTRY     -  US
 AE9707  USGS QUAD   -  WAUBAY (2017)
 AE9707
 AE9707                         *CURRENT SURVEY CONTROL
 AE9707  ______________________________________________________________________
 AE9707* NAD 83(1986) POSITION- 45 20 29.     (N) 097 16 41.     (W)   SCALED
 AE9707* NAVD 88 ORTHO HEIGHT -   559.298 (meters)     1834.96  (feet) ADJUSTED
 AE9707  ______________________________________________________________________
 AE9707  GEOID HEIGHT    -        -25.175 (meters)                     GEOID18
 AE9707  DYNAMIC HEIGHT  -        559.235 (meters)     1834.76  (feet) COMP
 AE9707  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 AE9707
 AE9707  VERT ORDER      -  FIRST     CLASS II
 AE9707
 AE9707.The horizontal coordinates were scaled from a map and have
 AE9707.an estimated accuracy of +/- 6 seconds.
 AE9707
 AE9707.The orthometric height was determined by differential leveling and
 AE9707.adjusted by the NATIONAL GEODETIC SURVEY
 AE9707.in July 1998.
 AE9707
 AE9707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9707.GEOID18 height accuracy estimate available here.
 AE9707
 AE9707.Click photographs - Photos may exist for this station.
 AE9707
 AE9707.The dynamic height is computed by dividing the NAVD 88
 AE9707.geopotential number by the normal gravity value computed on the
 AE9707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9707.degrees latitude (g = 980.6199 gals.).
 AE9707
 AE9707.The modeled gravity was interpolated from observed gravity values.
 AE9707
 AE9707;                    North         East    Units  Estimated Accuracy
 AE9707;SPC SD N     -   171,170.      813,290.      MT  (+/- 180 meters Scaled)
 AE9707
 AE9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR349223(NAD 83)
 AE9707
 AE9707                          SUPERSEDED SURVEY CONTROL
 AE9707
 AE9707.No superseded survey control is available for this station.
 AE9707
 AE9707_MARKER: DB = BENCH MARK DISK
 AE9707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9707_STAMPING: 12-354.83
 AE9707_MARK LOGO: SDDT
 AE9707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9707+STABILITY: SURFACE MOTION
 AE9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9707+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9707
 AE9707  HISTORY     - Date     Condition        Report By
 AE9707  HISTORY     - UNK      MONUMENTED       SDDT
 AE9707  HISTORY     - 19970314 GOOD             NGS
 AE9707
 AE9707                          STATION DESCRIPTION
 AE9707
 AE9707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9707'19.0 KM (11.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9707'STATE HIGHWAY 25 IN WEBSTER, 267.0 M (876.0 FT) WEST OF MILEPOST 355,
 AE9707'67.6 M (221.8 FT) WEST OF THE CENTER OF A PAVED ROAD, 34.7 M (113.8
 AE9707'FT) EAST OF A UTILITY POLE AND A FENCE CORNER, 30.2 M (99.1 FT) NORTH
 AE9707'OF THE HIGHWAY CENTERLINE, 24.4 M (80.1 FT) WEST OF THE WEST END OF 3
 AE9707'BRACED FENCE POSTS, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.7
 AE9707'M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 AE9707'0.2 M (0.7 FT) SOUTH OF A METAL GUARD POST, AND THE MONUMENT IS FLUSH
 AE9707'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9708 ***********************************************************************
 AE9708  DESIGNATION -  12 355.85
 AE9708  PID         -  AE9708
 AE9708  STATE/COUNTY-  SD/DAY
 AE9708  COUNTRY     -  US
 AE9708  USGS QUAD   -  WAUBAY (2017)
 AE9708
 AE9708                         *CURRENT SURVEY CONTROL
 AE9708  ______________________________________________________________________
 AE9708* NAD 83(1986) POSITION- 45 20 29.     (N) 097 15 26.     (W)   SCALED
 AE9708* NAVD 88 ORTHO HEIGHT -   563.345 (meters)     1848.24  (feet) ADJUSTED
 AE9708  ______________________________________________________________________
 AE9708  GEOID HEIGHT    -        -25.191 (meters)                     GEOID18
 AE9708  DYNAMIC HEIGHT  -        563.281 (meters)     1848.03  (feet) COMP
 AE9708  MODELED GRAVITY -    980,484.1   (mgal)                       NAVD 88
 AE9708
 AE9708  VERT ORDER      -  FIRST     CLASS II
 AE9708
 AE9708.The horizontal coordinates were scaled from a map and have
 AE9708.an estimated accuracy of +/- 6 seconds.
 AE9708
 AE9708.The orthometric height was determined by differential leveling and
 AE9708.adjusted by the NATIONAL GEODETIC SURVEY
 AE9708.in July 1998.
 AE9708
 AE9708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9708.GEOID18 height accuracy estimate available here.
 AE9708
 AE9708.Click photographs - Photos may exist for this station.
 AE9708
 AE9708.The dynamic height is computed by dividing the NAVD 88
 AE9708.geopotential number by the normal gravity value computed on the
 AE9708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9708.degrees latitude (g = 980.6199 gals.).
 AE9708
 AE9708.The modeled gravity was interpolated from observed gravity values.
 AE9708
 AE9708;                    North         East    Units  Estimated Accuracy
 AE9708;SPC SD N     -   171,220.      814,920.      MT  (+/- 180 meters Scaled)
 AE9708
 AE9708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR365223(NAD 83)
 AE9708
 AE9708                          SUPERSEDED SURVEY CONTROL
 AE9708
 AE9708.No superseded survey control is available for this station.
 AE9708
 AE9708_MARKER: DB = BENCH MARK DISK
 AE9708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9708_STAMPING: 12-355.85
 AE9708_MARK LOGO: SDDT
 AE9708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9708+STABILITY: SURFACE MOTION
 AE9708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9708+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9708
 AE9708  HISTORY     - Date     Condition        Report By
 AE9708  HISTORY     - UNK      MONUMENTED       SDDT
 AE9708  HISTORY     - 19970314 GOOD             NGS
 AE9708
 AE9708                          STATION DESCRIPTION
 AE9708
 AE9708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9708'20.6 KM (12.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9708'STATE HIGHWAY 25 IN WEBSTER, 16.7 KM (10.35 MI) WEST OF THE
 AE9708'INTERSECTION OF INTERSTATE HIGHWAY 29, 1263.0 M (4143.7 FT) EAST OF
 AE9708'MILEPOST 355, 32.3 M (106.0 FT) EAST OF A T-FENCE CORNER, 30.2 M (99.1
 AE9708'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AE9708'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF
 AE9708'A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A METAL GUARD POST, AND THE
 AE9708'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9709 ***********************************************************************
 AE9709  DESIGNATION -  12 357.02
 AE9709  PID         -  AE9709
 AE9709  STATE/COUNTY-  SD/DAY
 AE9709  COUNTRY     -  US
 AE9709  USGS QUAD   -  ORTLEY (2017)
 AE9709
 AE9709                         *CURRENT SURVEY CONTROL
 AE9709  ______________________________________________________________________
 AE9709* NAD 83(1986) POSITION- 45 20 08.     (N) 097 14 05.     (W)   SCALED
 AE9709* NAVD 88 ORTHO HEIGHT -   558.285 (meters)     1831.64  (feet) ADJUSTED
 AE9709  ______________________________________________________________________
 AE9709  GEOID HEIGHT    -        -25.208 (meters)                     GEOID18
 AE9709  DYNAMIC HEIGHT  -        558.221 (meters)     1831.43  (feet) COMP
 AE9709  MODELED GRAVITY -    980,482.6   (mgal)                       NAVD 88
 AE9709
 AE9709  VERT ORDER      -  FIRST     CLASS II
 AE9709
 AE9709.The horizontal coordinates were scaled from a map and have
 AE9709.an estimated accuracy of +/- 6 seconds.
 AE9709
 AE9709.The orthometric height was determined by differential leveling and
 AE9709.adjusted by the NATIONAL GEODETIC SURVEY
 AE9709.in July 1998.
 AE9709
 AE9709.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9709.GEOID18 height accuracy estimate available here.
 AE9709
 AE9709.Click photographs - Photos may exist for this station.
 AE9709
 AE9709.The dynamic height is computed by dividing the NAVD 88
 AE9709.geopotential number by the normal gravity value computed on the
 AE9709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9709.degrees latitude (g = 980.6199 gals.).
 AE9709
 AE9709.The modeled gravity was interpolated from observed gravity values.
 AE9709
 AE9709;                    North         East    Units  Estimated Accuracy
 AE9709;SPC SD N     -   170,630.      816,700.      MT  (+/- 180 meters Scaled)
 AE9709
 AE9709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR383217(NAD 83)
 AE9709
 AE9709                          SUPERSEDED SURVEY CONTROL
 AE9709
 AE9709.No superseded survey control is available for this station.
 AE9709
 AE9709_MARKER: DB = BENCH MARK DISK
 AE9709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9709_STAMPING: 12-357.02
 AE9709_MARK LOGO: SDDT
 AE9709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9709+STABILITY: SURFACE MOTION
 AE9709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9709+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9709
 AE9709  HISTORY     - Date     Condition        Report By
 AE9709  HISTORY     - UNK      MONUMENTED       SDDT
 AE9709  HISTORY     - 19970314 GOOD             NGS
 AE9709
 AE9709                          STATION DESCRIPTION
 AE9709
 AE9709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9709'22.5 KM (14.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9709'STATE HIGHWAY 25 IN WEBSTER, 14.8 KM (9.20 MI) WEST OF THE
 AE9709'INTERSECTION OF INTERSTATE HIGHWAY 29, 51.0 M (167.3 FT) NORTHEAST OF
 AE9709'MILEPOST 357, 30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.9 M
 AE9709'(3.0 FT) WEST OF THE EAST END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT)
 AE9709'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M
 AE9709'(1.0 FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A METAL
 AE9709'GUARD POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9710 ***********************************************************************
 AE9710  DESIGNATION -  12 357.91
 AE9710  PID         -  AE9710
 AE9710  STATE/COUNTY-  SD/ROBERTS
 AE9710  COUNTRY     -  US
 AE9710  USGS QUAD   -  ORTLEY (2017)
 AE9710
 AE9710                         *CURRENT SURVEY CONTROL
 AE9710  ______________________________________________________________________
 AE9710* NAD 83(1986) POSITION- 45 20 08.     (N) 097 13 01.     (W)   SCALED
 AE9710* NAVD 88 ORTHO HEIGHT -   561.521 (meters)     1842.26  (feet) ADJUSTED
 AE9710  ______________________________________________________________________
 AE9710  GEOID HEIGHT    -        -25.222 (meters)                     GEOID18
 AE9710  DYNAMIC HEIGHT  -        561.456 (meters)     1842.04  (feet) COMP
 AE9710  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 AE9710
 AE9710  VERT ORDER      -  FIRST     CLASS II
 AE9710
 AE9710.The horizontal coordinates were scaled from a map and have
 AE9710.an estimated accuracy of +/- 6 seconds.
 AE9710
 AE9710.The orthometric height was determined by differential leveling and
 AE9710.adjusted by the NATIONAL GEODETIC SURVEY
 AE9710.in July 1998.
 AE9710
 AE9710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9710.GEOID18 height accuracy estimate available here.
 AE9710
 AE9710.Click photographs - Photos may exist for this station.
 AE9710
 AE9710.The dynamic height is computed by dividing the NAVD 88
 AE9710.geopotential number by the normal gravity value computed on the
 AE9710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9710.degrees latitude (g = 980.6199 gals.).
 AE9710
 AE9710.The modeled gravity was interpolated from observed gravity values.
 AE9710
 AE9710;                    North         East    Units  Estimated Accuracy
 AE9710;SPC SD N     -   170,680.      818,100.      MT  (+/- 180 meters Scaled)
 AE9710
 AE9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR397217(NAD 83)
 AE9710
 AE9710                          SUPERSEDED SURVEY CONTROL
 AE9710
 AE9710.No superseded survey control is available for this station.
 AE9710
 AE9710_MARKER: DB = BENCH MARK DISK
 AE9710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9710_STAMPING: 12-357.91
 AE9710_MARK LOGO: SDHD
 AE9710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9710+STABILITY: SURFACE MOTION
 AE9710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9710+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9710
 AE9710  HISTORY     - Date     Condition        Report By
 AE9710  HISTORY     - UNK      MONUMENTED       SDHD
 AE9710  HISTORY     - 19970314 GOOD             NGS
 AE9710
 AE9710                          STATION DESCRIPTION
 AE9710
 AE9710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9710'23.9 KM (14.85 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9710'STATE HIGHWAY 25 IN WEBSTER, 13.4 KM (8.30 MI) WEST OF THE
 AE9710'INTERSECTION OF INTERSTATE HIGHWAY 29, 151.0 M (495.4 FT) WEST OF
 AE9710'MILEPOST 358, 22.3 M (73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.8 M
 AE9710'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF THE
 AE9710'CENTER OF 2 BRACED FENCE POSTS, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE9710'POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9710'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9711 ***********************************************************************
 AE9711  DESIGNATION -  12 359.06
 AE9711  PID         -  AE9711
 AE9711  STATE/COUNTY-  SD/ROBERTS
 AE9711  COUNTRY     -  US
 AE9711  USGS QUAD   -  ORTLEY (2017)
 AE9711
 AE9711                         *CURRENT SURVEY CONTROL
 AE9711  ______________________________________________________________________
 AE9711* NAD 83(1986) POSITION- 45 20 09.     (N) 097 11 36.     (W)   SCALED
 AE9711* NAVD 88 ORTHO HEIGHT -   567.433 (meters)     1861.65  (feet) ADJUSTED
 AE9711  ______________________________________________________________________
 AE9711  GEOID HEIGHT    -        -25.240 (meters)                     GEOID18
 AE9711  DYNAMIC HEIGHT  -        567.367 (meters)     1861.44  (feet) COMP
 AE9711  MODELED GRAVITY -    980,481.6   (mgal)                       NAVD 88
 AE9711
 AE9711  VERT ORDER      -  FIRST     CLASS II
 AE9711
 AE9711.The horizontal coordinates were scaled from a map and have
 AE9711.an estimated accuracy of +/- 6 seconds.
 AE9711
 AE9711.The orthometric height was determined by differential leveling and
 AE9711.adjusted by the NATIONAL GEODETIC SURVEY
 AE9711.in July 1998.
 AE9711
 AE9711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9711.GEOID18 height accuracy estimate available here.
 AE9711
 AE9711.Click photographs - Photos may exist for this station.
 AE9711
 AE9711.The dynamic height is computed by dividing the NAVD 88
 AE9711.geopotential number by the normal gravity value computed on the
 AE9711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9711.degrees latitude (g = 980.6199 gals.).
 AE9711
 AE9711.The modeled gravity was interpolated from observed gravity values.
 AE9711
 AE9711;                    North         East    Units  Estimated Accuracy
 AE9711;SPC SD N     -   170,780.      819,950.      MT  (+/- 180 meters Scaled)
 AE9711
 AE9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR415218(NAD 83)
 AE9711
 AE9711                          SUPERSEDED SURVEY CONTROL
 AE9711
 AE9711.No superseded survey control is available for this station.
 AE9711
 AE9711_MARKER: Z = SEE DESCRIPTION
 AE9711_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9711_STAMPING: 12-359.06 1996
 AE9711_MARK LOGO: NGS
 AE9711_PROJECTION: FLUSH
 AE9711_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9711+STABILITY: POSITION/ELEVATION WELL
 AE9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9711+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9711_ROD/PIPE-DEPTH: 6.4 meters
 AE9711_SLEEVE-DEPTH  : 1.8 meters
 AE9711
 AE9711  HISTORY     - Date     Condition        Report By
 AE9711  HISTORY     - 1996     MONUMENTED       SDDT
 AE9711  HISTORY     - 19970314 GOOD             NGS
 AE9711
 AE9711                          STATION DESCRIPTION
 AE9711
 AE9711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9711'25.8 KM (16.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9711'STATE HIGHWAY 25 IN WEBSTER, 11.6 KM (7.20 MI) WEST OF THE
 AE9711'INTERSECTION OF INTERSTATE HIGHWAY 29, 100.8 M (330.7 FT) EAST OF
 AE9711'MILEPOST 359, 29.8 M (97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.6 M
 AE9711'(47.9 FT) WEST OF BENCH MARK 12 359.07, 0.7 M (2.3 FT) SOUTH OF A
 AE9711'FENCE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9711'SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) NORTH OF A METAL GUARD
 AE9711'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9711'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9711'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9711'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9712 ***********************************************************************
 AE9712  DESIGNATION -  12 359.07
 AE9712  PID         -  AE9712
 AE9712  STATE/COUNTY-  SD/ROBERTS
 AE9712  COUNTRY     -  US
 AE9712  USGS QUAD   -  ORTLEY (2017)
 AE9712
 AE9712                         *CURRENT SURVEY CONTROL
 AE9712  ______________________________________________________________________
 AE9712* NAD 83(1986) POSITION- 45 20 08.     (N) 097 11 34.     (W)   SCALED
 AE9712* NAVD 88 ORTHO HEIGHT -   568.035 (meters)     1863.63  (feet) ADJUSTED
 AE9712  ______________________________________________________________________
 AE9712  GEOID HEIGHT    -        -25.240 (meters)                     GEOID18
 AE9712  DYNAMIC HEIGHT  -        567.968 (meters)     1863.41  (feet) COMP
 AE9712  MODELED GRAVITY -    980,481.5   (mgal)                       NAVD 88
 AE9712
 AE9712  VERT ORDER      -  FIRST     CLASS II
 AE9712
 AE9712.The horizontal coordinates were scaled from a map and have
 AE9712.an estimated accuracy of +/- 6 seconds.
 AE9712
 AE9712.The orthometric height was determined by differential leveling and
 AE9712.adjusted by the NATIONAL GEODETIC SURVEY
 AE9712.in July 1998.
 AE9712
 AE9712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9712.GEOID18 height accuracy estimate available here.
 AE9712
 AE9712.Click photographs - Photos may exist for this station.
 AE9712
 AE9712.The dynamic height is computed by dividing the NAVD 88
 AE9712.geopotential number by the normal gravity value computed on the
 AE9712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9712.degrees latitude (g = 980.6199 gals.).
 AE9712
 AE9712.The modeled gravity was interpolated from observed gravity values.
 AE9712
 AE9712;                    North         East    Units  Estimated Accuracy
 AE9712;SPC SD N     -   170,750.      819,990.      MT  (+/- 180 meters Scaled)
 AE9712
 AE9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR416218(NAD 83)
 AE9712
 AE9712                          SUPERSEDED SURVEY CONTROL
 AE9712
 AE9712.No superseded survey control is available for this station.
 AE9712
 AE9712_MARKER: DB = BENCH MARK DISK
 AE9712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9712_STAMPING: 12 359.07
 AE9712_MARK LOGO: SDHD
 AE9712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9712+STABILITY: SURFACE MOTION
 AE9712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9712+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9712
 AE9712  HISTORY     - Date     Condition        Report By
 AE9712  HISTORY     - UNK      MONUMENTED       SDHD
 AE9712  HISTORY     - 19970314 GOOD             NGS
 AE9712
 AE9712                          STATION DESCRIPTION
 AE9712
 AE9712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9712'25.8 KM (16.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9712'STATE HIGHWAY 25 IN WEBSTER, 11.6 KM (7.20 MI) WEST OF THE
 AE9712'INTERSECTION OF INTERSTATE HIGHWAY 29, 115.8 M (379.9 FT) EAST OF
 AE9712'MILEPOST 359, 30.6 M (100.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.6
 AE9712'M (47.9 FT) EAST OF BENCH MARK 12 359.06, 0.7 M (2.3 FT) SOUTH OF A
 AE9712'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AE9712'SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND
 AE9712'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9713 ***********************************************************************
 AE9713  DESIGNATION -  12 359.94
 AE9713  PID         -  AE9713
 AE9713  STATE/COUNTY-  SD/ROBERTS
 AE9713  COUNTRY     -  US
 AE9713  USGS QUAD   -  ORTLEY (2017)
 AE9713
 AE9713                         *CURRENT SURVEY CONTROL
 AE9713  ______________________________________________________________________
 AE9713* NAD 83(1986) POSITION- 45 19 59.     (N) 097 10 31.     (W)   SCALED
 AE9713* NAVD 88 ORTHO HEIGHT -   567.741 (meters)     1862.66  (feet) ADJUSTED
 AE9713  ______________________________________________________________________
 AE9713  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 AE9713  DYNAMIC HEIGHT  -        567.674 (meters)     1862.44  (feet) COMP
 AE9713  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 AE9713
 AE9713  VERT ORDER      -  FIRST     CLASS II
 AE9713
 AE9713.The horizontal coordinates were scaled from a map and have
 AE9713.an estimated accuracy of +/- 6 seconds.
 AE9713
 AE9713.The orthometric height was determined by differential leveling and
 AE9713.adjusted by the NATIONAL GEODETIC SURVEY
 AE9713.in July 1998.
 AE9713
 AE9713.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9713.GEOID18 height accuracy estimate available here.
 AE9713
 AE9713.Click photographs - Photos may exist for this station.
 AE9713
 AE9713.The dynamic height is computed by dividing the NAVD 88
 AE9713.geopotential number by the normal gravity value computed on the
 AE9713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9713.degrees latitude (g = 980.6199 gals.).
 AE9713
 AE9713.The modeled gravity was interpolated from observed gravity values.
 AE9713
 AE9713;                    North         East    Units  Estimated Accuracy
 AE9713;SPC SD N     -   170,520.      821,370.      MT  (+/- 180 meters Scaled)
 AE9713
 AE9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR429215(NAD 83)
 AE9713
 AE9713                          SUPERSEDED SURVEY CONTROL
 AE9713
 AE9713.No superseded survey control is available for this station.
 AE9713
 AE9713_MARKER: DB = BENCH MARK DISK
 AE9713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9713_STAMPING: 12-359.94
 AE9713_MARK LOGO: SDHD
 AE9713_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9713+STABILITY: SURFACE MOTION
 AE9713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9713+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9713
 AE9713  HISTORY     - Date     Condition        Report By
 AE9713  HISTORY     - UNK      MONUMENTED       SDHD
 AE9713  HISTORY     - 19970314 GOOD             NGS
 AE9713
 AE9713                          STATION DESCRIPTION
 AE9713
 AE9713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9713'27.2 KM (16.90 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9713'STATE HIGHWAY 25 IN WEBSTER, 10.2 KM (6.35 MI) WEST OF THE
 AE9713'INTERSECTION OF INTERSTATE HIGHWAY 29, 87.5 M (287.1 FT) WEST OF
 AE9713'MILEPOST 360, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.1 M
 AE9713'(29.9 FT) EAST OF THE EAST END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT)
 AE9713'SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 AE9713'(0.7 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AE9713'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9714 ***********************************************************************
 AE9714  DESIGNATION -  12 361.00
 AE9714  PID         -  AE9714
 AE9714  STATE/COUNTY-  SD/ROBERTS
 AE9714  COUNTRY     -  US
 AE9714  USGS QUAD   -  ORTLEY (2017)
 AE9714
 AE9714                         *CURRENT SURVEY CONTROL
 AE9714  ______________________________________________________________________
 AE9714* NAD 83(1986) POSITION- 45 19 45.     (N) 097 09 17.     (W)   SCALED
 AE9714* NAVD 88 ORTHO HEIGHT -   583.184 (meters)     1913.33  (feet) ADJUSTED
 AE9714  ______________________________________________________________________
 AE9714  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 AE9714  DYNAMIC HEIGHT  -        583.116 (meters)     1913.11  (feet) COMP
 AE9714  MODELED GRAVITY -    980,480.4   (mgal)                       NAVD 88
 AE9714
 AE9714  VERT ORDER      -  FIRST     CLASS II
 AE9714
 AE9714.The horizontal coordinates were scaled from a map and have
 AE9714.an estimated accuracy of +/- 6 seconds.
 AE9714
 AE9714.The orthometric height was determined by differential leveling and
 AE9714.adjusted by the NATIONAL GEODETIC SURVEY
 AE9714.in July 1998.
 AE9714
 AE9714.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9714.GEOID18 height accuracy estimate available here.
 AE9714
 AE9714.Click photographs - Photos may exist for this station.
 AE9714
 AE9714.The dynamic height is computed by dividing the NAVD 88
 AE9714.geopotential number by the normal gravity value computed on the
 AE9714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9714.degrees latitude (g = 980.6199 gals.).
 AE9714
 AE9714.The modeled gravity was interpolated from observed gravity values.
 AE9714
 AE9714;                    North         East    Units  Estimated Accuracy
 AE9714;SPC SD N     -   170,140.      823,000.      MT  (+/- 180 meters Scaled)
 AE9714
 AE9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR446211(NAD 83)
 AE9714
 AE9714                          SUPERSEDED SURVEY CONTROL
 AE9714
 AE9714.No superseded survey control is available for this station.
 AE9714
 AE9714_MARKER: DB = BENCH MARK DISK
 AE9714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9714_STAMPING: 361.00 US HWY 12 1992
 AE9714_MARK LOGO: SDHD
 AE9714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9714+STABILITY: SURFACE MOTION
 AE9714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9714+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9714
 AE9714  HISTORY     - Date     Condition        Report By
 AE9714  HISTORY     - 1992     MONUMENTED       SDDT
 AE9714  HISTORY     - 19970314 GOOD             NGS
 AE9714
 AE9714                          STATION DESCRIPTION
 AE9714
 AE9714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9714'28.8 KM (17.90 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9714'STATE HIGHWAY 25 IN WEBSTER, 8.5 KM (5.30 MI) WEST OF THE INTERSECTION
 AE9714'OF INTERSTATE HIGHWAY 29, 43.0 M (141.1 FT) NORTHWEST OF MILEPOST 361,
 AE9714'22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.4 M (60.4 FT)
 AE9714'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9714'OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AE9714'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9714'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9715 ***********************************************************************
 AE9715  DESIGNATION -  12 362.02
 AE9715  PID         -  AE9715
 AE9715  STATE/COUNTY-  SD/ROBERTS
 AE9715  COUNTRY     -  US
 AE9715  USGS QUAD   -  ORTLEY (2017)
 AE9715
 AE9715                         *CURRENT SURVEY CONTROL
 AE9715  ______________________________________________________________________
 AE9715* NAD 83(1986) POSITION- 45 19 42.     (N) 097 08 02.     (W)   SCALED
 AE9715* NAVD 88 ORTHO HEIGHT -   597.928 (meters)     1961.70  (feet) ADJUSTED
 AE9715  ______________________________________________________________________
 AE9715  GEOID HEIGHT    -        -25.279 (meters)                     GEOID18
 AE9715  DYNAMIC HEIGHT  -        597.859 (meters)     1961.48  (feet) COMP
 AE9715  MODELED GRAVITY -    980,480.3   (mgal)                       NAVD 88
 AE9715
 AE9715  VERT ORDER      -  FIRST     CLASS II
 AE9715
 AE9715.The horizontal coordinates were scaled from a map and have
 AE9715.an estimated accuracy of +/- 6 seconds.
 AE9715
 AE9715.The orthometric height was determined by differential leveling and
 AE9715.adjusted by the NATIONAL GEODETIC SURVEY
 AE9715.in July 1998.
 AE9715
 AE9715.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9715.GEOID18 height accuracy estimate available here.
 AE9715
 AE9715.Click photographs - Photos may exist for this station.
 AE9715
 AE9715.The dynamic height is computed by dividing the NAVD 88
 AE9715.geopotential number by the normal gravity value computed on the
 AE9715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9715.degrees latitude (g = 980.6199 gals.).
 AE9715
 AE9715.The modeled gravity was interpolated from observed gravity values.
 AE9715
 AE9715;                    North         East    Units  Estimated Accuracy
 AE9715;SPC SD N     -   170,110.      824,630.      MT  (+/- 180 meters Scaled)
 AE9715
 AE9715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR462211(NAD 83)
 AE9715
 AE9715                          SUPERSEDED SURVEY CONTROL
 AE9715
 AE9715.No superseded survey control is available for this station.
 AE9715
 AE9715_MARKER: DB = BENCH MARK DISK
 AE9715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9715_STAMPING: 12-362.02
 AE9715_MARK LOGO: SDHD
 AE9715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9715+STABILITY: SURFACE MOTION
 AE9715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9715+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9715
 AE9715  HISTORY     - Date     Condition        Report By
 AE9715  HISTORY     - UNK      MONUMENTED       SDHD
 AE9715  HISTORY     - 19970314 GOOD             NGS
 AE9715
 AE9715                          STATION DESCRIPTION
 AE9715
 AE9715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9715'30.5 KM (18.95 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9715'STATE HIGHWAY 25 IN WEBSTER, 6.8 KM (4.20 MI) WEST OF THE INTERSECTION
 AE9715'OF INTERSTATE HIGHWAY 29, 46.0 M (150.9 FT) NORTHEAST OF MILEPOST 362,
 AE9715'31.8 M (104.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.4 M (73.5
 AE9715'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9715'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT)
 AE9715'SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 AE9715'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9716 ***********************************************************************
 AE9716  DESIGNATION -  12 363.02
 AE9716  PID         -  AE9716
 AE9716  STATE/COUNTY-  SD/ROBERTS
 AE9716  COUNTRY     -  US
 AE9716  USGS QUAD   -  SUMMIT (2017)
 AE9716
 AE9716                         *CURRENT SURVEY CONTROL
 AE9716  ______________________________________________________________________
 AE9716* NAD 83(1986) POSITION- 45 19 36.     (N) 097 06 49.     (W)   SCALED
 AE9716* NAVD 88 ORTHO HEIGHT -   596.093 (meters)     1955.68  (feet) ADJUSTED
 AE9716  ______________________________________________________________________
 AE9716  GEOID HEIGHT    -        -25.294 (meters)                     GEOID18
 AE9716  DYNAMIC HEIGHT  -        596.023 (meters)     1955.45  (feet) COMP
 AE9716  MODELED GRAVITY -    980,480.4   (mgal)                       NAVD 88
 AE9716
 AE9716  VERT ORDER      -  FIRST     CLASS II
 AE9716
 AE9716.The horizontal coordinates were scaled from a map and have
 AE9716.an estimated accuracy of +/- 6 seconds.
 AE9716
 AE9716.The orthometric height was determined by differential leveling and
 AE9716.adjusted by the NATIONAL GEODETIC SURVEY
 AE9716.in July 1998.
 AE9716
 AE9716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9716.GEOID18 height accuracy estimate available here.
 AE9716
 AE9716.Click photographs - Photos may exist for this station.
 AE9716
 AE9716.The dynamic height is computed by dividing the NAVD 88
 AE9716.geopotential number by the normal gravity value computed on the
 AE9716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9716.degrees latitude (g = 980.6199 gals.).
 AE9716
 AE9716.The modeled gravity was interpolated from observed gravity values.
 AE9716
 AE9716;                    North         East    Units  Estimated Accuracy
 AE9716;SPC SD N     -   169,980.      826,230.      MT  (+/- 180 meters Scaled)
 AE9716
 AE9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR478209(NAD 83)
 AE9716
 AE9716                          SUPERSEDED SURVEY CONTROL
 AE9716
 AE9716.No superseded survey control is available for this station.
 AE9716
 AE9716_MARKER: DB = BENCH MARK DISK
 AE9716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9716_STAMPING: 12-363.02
 AE9716_MARK LOGO: SDHD
 AE9716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9716+STABILITY: SURFACE MOTION
 AE9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9716+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9716
 AE9716  HISTORY     - Date     Condition        Report By
 AE9716  HISTORY     - UNK      MONUMENTED       SDHD
 AE9716  HISTORY     - 19970314 GOOD             NGS
 AE9716
 AE9716                          STATION DESCRIPTION
 AE9716
 AE9716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9716'32.1 KM (19.95 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9716'STATE HIGHWAY 25 IN WEBSTER, 5.3 KM (3.30 MI) WEST OF THE INTERSECTION
 AE9716'OF INTERSTATE HIGHWAY 29, 48.1 M (157.8 FT) NORTHEAST OF MILEPOST 363,
 AE9716'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW
 AE9716'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE CORNER,
 AE9716'0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A
 AE9716'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9717 ***********************************************************************
 AE9717  DESIGNATION -  12 364.25
 AE9717  PID         -  AE9717
 AE9717  STATE/COUNTY-  SD/ROBERTS
 AE9717  COUNTRY     -  US
 AE9717  USGS QUAD   -  SUMMIT (2017)
 AE9717
 AE9717                         *CURRENT SURVEY CONTROL
 AE9717  ______________________________________________________________________
 AE9717* NAD 83(1986) POSITION- 45 19 32.     (N) 097 05 23.     (W)   SCALED
 AE9717* NAVD 88 ORTHO HEIGHT -   608.716 (meters)     1997.10  (feet) ADJUSTED
 AE9717  ______________________________________________________________________
 AE9717  GEOID HEIGHT    -        -25.313 (meters)                     GEOID18
 AE9717  DYNAMIC HEIGHT  -        608.645 (meters)     1996.86  (feet) COMP
 AE9717  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 AE9717
 AE9717  VERT ORDER      -  FIRST     CLASS II
 AE9717
 AE9717.The horizontal coordinates were scaled from a map and have
 AE9717.an estimated accuracy of +/- 6 seconds.
 AE9717
 AE9717.The orthometric height was determined by differential leveling and
 AE9717.adjusted by the NATIONAL GEODETIC SURVEY
 AE9717.in July 1998.
 AE9717
 AE9717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9717.GEOID18 height accuracy estimate available here.
 AE9717
 AE9717.Click photographs - Photos may exist for this station.
 AE9717
 AE9717.The dynamic height is computed by dividing the NAVD 88
 AE9717.geopotential number by the normal gravity value computed on the
 AE9717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9717.degrees latitude (g = 980.6199 gals.).
 AE9717
 AE9717.The modeled gravity was interpolated from observed gravity values.
 AE9717
 AE9717;                    North         East    Units  Estimated Accuracy
 AE9717;SPC SD N     -   169,920.      828,100.      MT  (+/- 180 meters Scaled)
 AE9717
 AE9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR497208(NAD 83)
 AE9717
 AE9717                          SUPERSEDED SURVEY CONTROL
 AE9717
 AE9717.No superseded survey control is available for this station.
 AE9717
 AE9717_MARKER: DB = BENCH MARK DISK
 AE9717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9717_STAMPING: 12-364.25 1996.20
 AE9717_MARK LOGO: SDHD
 AE9717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9717+STABILITY: SURFACE MOTION
 AE9717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9717+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9717
 AE9717  HISTORY     - Date     Condition        Report By
 AE9717  HISTORY     - UNK      MONUMENTED       SDHD
 AE9717  HISTORY     - 19970314 GOOD             NGS
 AE9717
 AE9717                          STATION DESCRIPTION
 AE9717
 AE9717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9717'34.0 KM (21.10 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9717'STATE HIGHWAY 25 IN WEBSTER, 3.4 KM (2.10 MI) WEST OF THE INTERSECTION
 AE9717'OF INTERSTATE HIGHWAY 29, 428.0 M (1404.2 FT) EAST OF MILEPOST 364,
 AE9717'40.6 M (133.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.4 M (50.5 FT)
 AE9717'WEST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9717'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, 0.3
 AE9717'M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE9717'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9718 ***********************************************************************
 AE9718  DESIGNATION -  12 365.10
 AE9718  PID         -  AE9718
 AE9718  STATE/COUNTY-  SD/ROBERTS
 AE9718  COUNTRY     -  US
 AE9718  USGS QUAD   -  SUMMIT (2017)
 AE9718
 AE9718                         *CURRENT SURVEY CONTROL
 AE9718  ______________________________________________________________________
 AE9718* NAD 83(1986) POSITION- 45 19 29.     (N) 097 04 23.     (W)   SCALED
 AE9718* NAVD 88 ORTHO HEIGHT -   605.450 (meters)     1986.38  (feet) ADJUSTED
 AE9718  ______________________________________________________________________
 AE9718  GEOID HEIGHT    -        -25.329 (meters)                     GEOID18
 AE9718  DYNAMIC HEIGHT  -        605.380 (meters)     1986.15  (feet) COMP
 AE9718  MODELED GRAVITY -    980,481.9   (mgal)                       NAVD 88
 AE9718
 AE9718  VERT ORDER      -  FIRST     CLASS II
 AE9718
 AE9718.The horizontal coordinates were scaled from a map and have
 AE9718.an estimated accuracy of +/- 6 seconds.
 AE9718
 AE9718.The orthometric height was determined by differential leveling and
 AE9718.adjusted by the NATIONAL GEODETIC SURVEY
 AE9718.in July 1998.
 AE9718
 AE9718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9718.GEOID18 height accuracy estimate available here.
 AE9718
 AE9718.Click photographs - Photos may exist for this station.
 AE9718
 AE9718.The dynamic height is computed by dividing the NAVD 88
 AE9718.geopotential number by the normal gravity value computed on the
 AE9718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9718.degrees latitude (g = 980.6199 gals.).
 AE9718
 AE9718.The modeled gravity was interpolated from observed gravity values.
 AE9718
 AE9718;                    North         East    Units  Estimated Accuracy
 AE9718;SPC SD N     -   169,880.      829,410.      MT  (+/- 180 meters Scaled)
 AE9718
 AE9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR510208(NAD 83)
 AE9718
 AE9718                          SUPERSEDED SURVEY CONTROL
 AE9718
 AE9718.No superseded survey control is available for this station.
 AE9718
 AE9718_MARKER: DD = SURVEY DISK
 AE9718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9718_STAMPING: 12-365.10 1996
 AE9718_MARK LOGO: SDDT
 AE9718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9718+STABILITY: SURFACE MOTION
 AE9718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9718+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9718
 AE9718  HISTORY     - Date     Condition        Report By
 AE9718  HISTORY     - 1996     MONUMENTED       SDDT
 AE9718  HISTORY     - 19970314 GOOD             NGS
 AE9718
 AE9718                          STATION DESCRIPTION
 AE9718
 AE9718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9718'35.3 KM (21.95 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9718'STATE HIGHWAY 25 IN WEBSTER, 2.0 KM (1.25 MI) WEST OF THE INTERSECTION
 AE9718'OF INTERSTATE HIGHWAY 29, 163.0 M (534.8 FT) EAST OF MILEPOST 365,
 AE9718'48.1 M (157.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT)
 AE9718'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 3.0 M (9.8 FT) ABOVE THE
 AE9718'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND
 AE9718'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9719 ***********************************************************************
 AE9719  DESIGNATION -  12 365.93
 AE9719  PID         -  AE9719
 AE9719  STATE/COUNTY-  SD/ROBERTS
 AE9719  COUNTRY     -  US
 AE9719  USGS QUAD   -  SUMMIT (2017)
 AE9719
 AE9719                         *CURRENT SURVEY CONTROL
 AE9719  ______________________________________________________________________
 AE9719* NAD 83(1986) POSITION- 45 19 09.     (N) 097 03 31.     (W)   SCALED
 AE9719* NAVD 88 ORTHO HEIGHT -   602.530 (meters)     1976.80  (feet) ADJUSTED
 AE9719  ______________________________________________________________________
 AE9719  GEOID HEIGHT    -        -25.344 (meters)                     GEOID18
 AE9719  DYNAMIC HEIGHT  -        602.460 (meters)     1976.57  (feet) COMP
 AE9719  MODELED GRAVITY -    980,481.8   (mgal)                       NAVD 88
 AE9719
 AE9719  VERT ORDER      -  FIRST     CLASS II
 AE9719
 AE9719.The horizontal coordinates were scaled from a map and have
 AE9719.an estimated accuracy of +/- 6 seconds.
 AE9719
 AE9719.The orthometric height was determined by differential leveling and
 AE9719.adjusted by the NATIONAL GEODETIC SURVEY
 AE9719.in July 1998.
 AE9719
 AE9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9719.GEOID18 height accuracy estimate available here.
 AE9719
 AE9719.Click photographs - Photos may exist for this station.
 AE9719
 AE9719.The dynamic height is computed by dividing the NAVD 88
 AE9719.geopotential number by the normal gravity value computed on the
 AE9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9719.degrees latitude (g = 980.6199 gals.).
 AE9719
 AE9719.The modeled gravity was interpolated from observed gravity values.
 AE9719
 AE9719;                    North         East    Units  Estimated Accuracy
 AE9719;SPC SD N     -   169,300.      830,570.      MT  (+/- 180 meters Scaled)
 AE9719
 AE9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR521202(NAD 83)
 AE9719
 AE9719                          SUPERSEDED SURVEY CONTROL
 AE9719
 AE9719.No superseded survey control is available for this station.
 AE9719
 AE9719_MARKER: DB = BENCH MARK DISK
 AE9719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9719_STAMPING: 12-365.93
 AE9719_MARK LOGO: SDHD
 AE9719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9719+STABILITY: SURFACE MOTION
 AE9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9719+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9719
 AE9719  HISTORY     - Date     Condition        Report By
 AE9719  HISTORY     - UNK      MONUMENTED       SDHD
 AE9719  HISTORY     - 19970314 GOOD             NGS
 AE9719
 AE9719                          STATION DESCRIPTION
 AE9719
 AE9719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9719'36.6 KM (22.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9719'STATE HIGHWAY 25 IN WEBSTER, 0.7 KM (0.45 MI) WEST OF THE INTERSECTION
 AE9719'OF INTERSTATE HIGHWAY 29, 108.0 M (354.3 FT) WEST OF MILEPOST 366,
 AE9719'41.1 M (134.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AE9719'ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A T-FENCE
 AE9719'CORNER, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.2 M (0.7 FT)
 AE9719'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9719'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9720 ***********************************************************************
 AE9720  DESIGNATION -  12 367.30
 AE9720  PID         -  AE9720
 AE9720  STATE/COUNTY-  SD/ROBERTS
 AE9720  COUNTRY     -  US
 AE9720  USGS QUAD   -  SUMMIT (2017)
 AE9720
 AE9720                         *CURRENT SURVEY CONTROL
 AE9720  ______________________________________________________________________
 AE9720* NAD 83(1986) POSITION- 45 18 42.     (N) 097 02 01.     (W)   SCALED
 AE9720* NAVD 88 ORTHO HEIGHT -   611.214 (meters)     2005.29  (feet) ADJUSTED
 AE9720  ______________________________________________________________________
 AE9720  GEOID HEIGHT    -        -25.371 (meters)                     GEOID18
 AE9720  DYNAMIC HEIGHT  -        611.145 (meters)     2005.06  (feet) COMP
 AE9720  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 AE9720
 AE9720  VERT ORDER      -  FIRST     CLASS II
 AE9720
 AE9720.The horizontal coordinates were scaled from a map and have
 AE9720.an estimated accuracy of +/- 6 seconds.
 AE9720
 AE9720.The orthometric height was determined by differential leveling and
 AE9720.adjusted by the NATIONAL GEODETIC SURVEY
 AE9720.in July 1998.
 AE9720
 AE9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9720.GEOID18 height accuracy estimate available here.
 AE9720
 AE9720.Click photographs - Photos may exist for this station.
 AE9720
 AE9720.The dynamic height is computed by dividing the NAVD 88
 AE9720.geopotential number by the normal gravity value computed on the
 AE9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9720.degrees latitude (g = 980.6199 gals.).
 AE9720
 AE9720.The modeled gravity was interpolated from observed gravity values.
 AE9720
 AE9720;                    North         East    Units  Estimated Accuracy
 AE9720;SPC SD N     -   168,540.      832,560.      MT  (+/- 180 meters Scaled)
 AE9720
 AE9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR541194(NAD 83)
 AE9720
 AE9720                          SUPERSEDED SURVEY CONTROL
 AE9720
 AE9720.No superseded survey control is available for this station.
 AE9720
 AE9720_MARKER: DB = BENCH MARK DISK
 AE9720_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9720_STAMPING: 12-367.28 12-367.30 2004.5
 AE9720_MARK LOGO: SDHD
 AE9720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9720+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9720
 AE9720  HISTORY     - Date     Condition        Report By
 AE9720  HISTORY     - UNK      MONUMENTED       SDHD
 AE9720  HISTORY     - 19970520 GOOD             NGS
 AE9720
 AE9720                          STATION DESCRIPTION
 AE9720
 AE9720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9720'33.3 KM (20.70 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9720'STATE HIGHWAY 15 IN MILBANK, 1.5 KM (0.95 MI) EAST OF THE INTERSECTION
 AE9720'OF INTERSTATE HIGHWAY 29, 484.0 M (1587.9 FT) EAST OF MILEPOST 367,
 AE9720'218.0 M (715.2 FT) EAST OF THE CENTER OF COUNTY ROAD 27 LEADING SOUTH
 AE9720'TO SUMMIT, 25.3 M (83.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M
 AE9720'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A
 AE9720'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF
 AE9720'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9721 ***********************************************************************
 AE9721  DESIGNATION -  12 367.50
 AE9721  PID         -  AE9721
 AE9721  STATE/COUNTY-  SD/ROBERTS
 AE9721  COUNTRY     -  US
 AE9721  USGS QUAD   -  SUMMIT (2017)
 AE9721
 AE9721                         *CURRENT SURVEY CONTROL
 AE9721  ______________________________________________________________________
 AE9721* NAD 83(1986) POSITION- 45 18 47.     (N) 097 01 46.     (W)   SCALED
 AE9721* NAVD 88 ORTHO HEIGHT -   611.480 (meters)     2006.16  (feet) ADJUSTED
 AE9721  ______________________________________________________________________
 AE9721  GEOID HEIGHT    -        -25.377 (meters)                     GEOID18
 AE9721  DYNAMIC HEIGHT  -        611.411 (meters)     2005.94  (feet) COMP
 AE9721  MODELED GRAVITY -    980,483.8   (mgal)                       NAVD 88
 AE9721
 AE9721  VERT ORDER      -  FIRST     CLASS II
 AE9721
 AE9721.The horizontal coordinates were scaled from a map and have
 AE9721.an estimated accuracy of +/- 6 seconds.
 AE9721
 AE9721.The orthometric height was determined by differential leveling and
 AE9721.adjusted by the NATIONAL GEODETIC SURVEY
 AE9721.in July 1998.
 AE9721
 AE9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9721.GEOID18 height accuracy estimate available here.
 AE9721
 AE9721.Click photographs - Photos may exist for this station.
 AE9721
 AE9721.The dynamic height is computed by dividing the NAVD 88
 AE9721.geopotential number by the normal gravity value computed on the
 AE9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9721.degrees latitude (g = 980.6199 gals.).
 AE9721
 AE9721.The modeled gravity was interpolated from observed gravity values.
 AE9721
 AE9721;                    North         East    Units  Estimated Accuracy
 AE9721;SPC SD N     -   168,710.      832,880.      MT  (+/- 180 meters Scaled)
 AE9721
 AE9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR544196(NAD 83)
 AE9721
 AE9721                          SUPERSEDED SURVEY CONTROL
 AE9721
 AE9721.No superseded survey control is available for this station.
 AE9721
 AE9721_MARKER: DB = BENCH MARK DISK
 AE9721_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9721_STAMPING: 12-367.50
 AE9721_MARK LOGO: SDHD
 AE9721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9721+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9721
 AE9721  HISTORY     - Date     Condition        Report By
 AE9721  HISTORY     - UNK      MONUMENTED       SDHD
 AE9721  HISTORY     - 19970520 GOOD             NGS
 AE9721
 AE9721                          STATION DESCRIPTION
 AE9721
 AE9721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9721'33.0 KM (20.50 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9721'STATE HIGHWAY 15 IN MILBANK, 1.8 KM (1.10 MI) EAST OF THE INTERSECTION
 AE9721'OF INTERSTATE HIGHWAY 29, 25.3 M (83.0 FT) NORTH OF THE HIGHWAY
 AE9721'CENTERLINE, 12.7 M (41.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 AE9721'11.6 M (38.1 FT) EAST OF A DOUBLE UTILITY POLE, 1.0 M (3.3 FT) BELOW
 AE9721'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AE9721'FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST,
 AE9721'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9722 ***********************************************************************
 AE9722  DESIGNATION -  12 368.37
 AE9722  PID         -  AE9722
 AE9722  STATE/COUNTY-  SD/ROBERTS
 AE9722  COUNTRY     -  US
 AE9722  USGS QUAD   -  SUMMIT (2017)
 AE9722
 AE9722                         *CURRENT SURVEY CONTROL
 AE9722  ______________________________________________________________________
 AE9722* NAD 83(1986) POSITION- 45 18 42.     (N) 097 00 38.     (W)   SCALED
 AE9722* NAVD 88 ORTHO HEIGHT -   600.040 (meters)     1968.63  (feet) ADJUSTED
 AE9722  ______________________________________________________________________
 AE9722  GEOID HEIGHT    -        -25.405 (meters)                     GEOID18
 AE9722  DYNAMIC HEIGHT  -        599.974 (meters)     1968.41  (feet) COMP
 AE9722  MODELED GRAVITY -    980,486.7   (mgal)                       NAVD 88
 AE9722
 AE9722  VERT ORDER      -  FIRST     CLASS II
 AE9722
 AE9722.The horizontal coordinates were scaled from a map and have
 AE9722.an estimated accuracy of +/- 6 seconds.
 AE9722
 AE9722.The orthometric height was determined by differential leveling and
 AE9722.adjusted by the NATIONAL GEODETIC SURVEY
 AE9722.in July 1998.
 AE9722
 AE9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9722.GEOID18 height accuracy estimate available here.
 AE9722
 AE9722.Click photographs - Photos may exist for this station.
 AE9722
 AE9722.The dynamic height is computed by dividing the NAVD 88
 AE9722.geopotential number by the normal gravity value computed on the
 AE9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9722.degrees latitude (g = 980.6199 gals.).
 AE9722
 AE9722.The modeled gravity was interpolated from observed gravity values.
 AE9722
 AE9722;                    North         East    Units  Estimated Accuracy
 AE9722;SPC SD N     -   168,610.      834,360.      MT  (+/- 180 meters Scaled)
 AE9722
 AE9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR559194(NAD 83)
 AE9722
 AE9722                          SUPERSEDED SURVEY CONTROL
 AE9722
 AE9722.No superseded survey control is available for this station.
 AE9722
 AE9722_MARKER: DD = SURVEY DISK
 AE9722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9722_STAMPING: 12-368.37 1996
 AE9722_MARK LOGO: SDDT
 AE9722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9722+STABILITY: SURFACE MOTION
 AE9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9722+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9722
 AE9722  HISTORY     - Date     Condition        Report By
 AE9722  HISTORY     - 1996     MONUMENTED       SDDT
 AE9722  HISTORY     - 19970520 GOOD             NGS
 AE9722
 AE9722                          STATION DESCRIPTION
 AE9722
 AE9722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9722'31.5 KM (19.55 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9722'STATE HIGHWAY 15 IN MILBANK, 3.2 KM (2.00 MI) EAST OF THE INTERSECTION
 AE9722'OF INTERSTATE HIGHWAY 29, 22.6 M (74.1 FT) NORTHEAST OF THE HIGHWAY
 AE9722'CENTERLINE, 18.0 M (59.1 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 AE9722'ROAD, 3.6 M (11.8 FT) NORTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT)
 AE9722'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 AE9722'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9723 ***********************************************************************
 AE9723  DESIGNATION -  12 368.96
 AE9723  PID         -  AE9723
 AE9723  STATE/COUNTY-  SD/GRANT
 AE9723  COUNTRY     -  US
 AE9723  USGS QUAD   -  SUMMIT (2017)
 AE9723
 AE9723                         *CURRENT SURVEY CONTROL
 AE9723  ______________________________________________________________________
 AE9723* NAD 83(1986) POSITION- 45 18 23.     (N) 097 00 07.     (W)   SCALED
 AE9723* NAVD 88 ORTHO HEIGHT -   593.936 (meters)     1948.61  (feet) ADJUSTED
 AE9723  ______________________________________________________________________
 AE9723  GEOID HEIGHT    -        -25.416 (meters)                     GEOID18
 AE9723  DYNAMIC HEIGHT  -        593.871 (meters)     1948.39  (feet) COMP
 AE9723  MODELED GRAVITY -    980,487.1   (mgal)                       NAVD 88
 AE9723
 AE9723  VERT ORDER      -  FIRST     CLASS II
 AE9723
 AE9723.The horizontal coordinates were scaled from a map and have
 AE9723.an estimated accuracy of +/- 6 seconds.
 AE9723
 AE9723.The orthometric height was determined by differential leveling and
 AE9723.adjusted by the NATIONAL GEODETIC SURVEY
 AE9723.in July 1998.
 AE9723
 AE9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9723.GEOID18 height accuracy estimate available here.
 AE9723
 AE9723.Click photographs - Photos may exist for this station.
 AE9723
 AE9723.The dynamic height is computed by dividing the NAVD 88
 AE9723.geopotential number by the normal gravity value computed on the
 AE9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9723.degrees latitude (g = 980.6199 gals.).
 AE9723
 AE9723.The modeled gravity was interpolated from observed gravity values.
 AE9723
 AE9723;                    North         East    Units  Estimated Accuracy
 AE9723;SPC SD N     -   168,040.      835,060.      MT  (+/- 180 meters Scaled)
 AE9723
 AE9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR566189(NAD 83)
 AE9723
 AE9723                          SUPERSEDED SURVEY CONTROL
 AE9723
 AE9723.No superseded survey control is available for this station.
 AE9723
 AE9723_MARKER: DB = BENCH MARK DISK
 AE9723_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9723_STAMPING: 12-368.96
 AE9723_MARK LOGO: SDHD
 AE9723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9723+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9723
 AE9723  HISTORY     - Date     Condition        Report By
 AE9723  HISTORY     - UNK      MONUMENTED       SDHD
 AE9723  HISTORY     - 19970520 GOOD             NGS
 AE9723
 AE9723                          STATION DESCRIPTION
 AE9723
 AE9723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9723'30.6 KM (19.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9723'STATE HIGHWAY 15 IN MILBANK, 4.1 KM (2.55 MI) EAST OF THE INTERSECTION
 AE9723'OF INTERSTATE HIGHWAY 29, 61.2 M (200.8 FT) SOUTHEAST OF A HISTORICAL
 AE9723'PLAQUE, 22.1 M (72.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.8 M
 AE9723'(5.9 FT) WEST OF THE CENTER OF 4 BRACED FENCE POSTS, 1.0 M (3.3 FT)
 AE9723'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE,
 AE9723'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST
 AE9723'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9724 ***********************************************************************
 AE9724  DESIGNATION -  12 369.32
 AE9724  PID         -  AE9724
 AE9724  STATE/COUNTY-  SD/GRANT
 AE9724  COUNTRY     -  US
 AE9724  USGS QUAD   -  MARVIN (2017)
 AE9724
 AE9724                         *CURRENT SURVEY CONTROL
 AE9724  ______________________________________________________________________
 AE9724* NAD 83(1986) POSITION- 45 18 09.     (N) 096 59 46.     (W)   SCALED
 AE9724* NAVD 88 ORTHO HEIGHT -   586.861 (meters)     1925.39  (feet) ADJUSTED
 AE9724  ______________________________________________________________________
 AE9724  GEOID HEIGHT    -        -25.424 (meters)                     GEOID18
 AE9724  DYNAMIC HEIGHT  -        586.796 (meters)     1925.18  (feet) COMP
 AE9724  MODELED GRAVITY -    980,486.0   (mgal)                       NAVD 88
 AE9724
 AE9724  VERT ORDER      -  FIRST     CLASS II
 AE9724
 AE9724.The horizontal coordinates were scaled from a map and have
 AE9724.an estimated accuracy of +/- 6 seconds.
 AE9724
 AE9724.The orthometric height was determined by differential leveling and
 AE9724.adjusted by the NATIONAL GEODETIC SURVEY
 AE9724.in July 1998.
 AE9724
 AE9724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9724.GEOID18 height accuracy estimate available here.
 AE9724
 AE9724.Click photographs - Photos may exist for this station.
 AE9724
 AE9724.The dynamic height is computed by dividing the NAVD 88
 AE9724.geopotential number by the normal gravity value computed on the
 AE9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9724.degrees latitude (g = 980.6199 gals.).
 AE9724
 AE9724.The modeled gravity was interpolated from observed gravity values.
 AE9724
 AE9724;                    North         East    Units  Estimated Accuracy
 AE9724;SPC SD N     -   167,630.      835,530.      MT  (+/- 180 meters Scaled)
 AE9724
 AE9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR571185(NAD 83)
 AE9724
 AE9724                          SUPERSEDED SURVEY CONTROL
 AE9724
 AE9724.No superseded survey control is available for this station.
 AE9724
 AE9724_MARKER: DB = BENCH MARK DISK
 AE9724_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9724_STAMPING: 12-369.32
 AE9724_MARK LOGO: SDHD
 AE9724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9724+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9724
 AE9724  HISTORY     - Date     Condition        Report By
 AE9724  HISTORY     - UNK      MONUMENTED       SDHD
 AE9724  HISTORY     - 19970520 GOOD             NGS
 AE9724
 AE9724                          STATION DESCRIPTION
 AE9724
 AE9724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9724'30.0 KM (18.65 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9724'STATE HIGHWAY 15 IN MILBANK, 4.7 KM (2.90 MI) EAST OF THE INTERSECTION
 AE9724'OF INTERSTATE HIGHWAY 29, 22.1 M (72.5 FT) NORTHEAST OF THE HIGHWAY
 AE9724'CENTERLINE, 16.8 M (55.1 FT) SOUTHEAST OF THE CENTER OF A FIELD
 AE9724'ENTRANCE, 1.5 M (4.9 FT) WEST OF A FENCE CORNER, 0.7 M (2.3 FT)
 AE9724'SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.2
 AE9724'M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9724'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9725 ***********************************************************************
 AE9725  DESIGNATION -  12 370.65
 AE9725  PID         -  AE9725
 AE9725  STATE/COUNTY-  SD/GRANT
 AE9725  COUNTRY     -  US
 AE9725  USGS QUAD   -  MARVIN (2017)
 AE9725
 AE9725                         *CURRENT SURVEY CONTROL
 AE9725  ______________________________________________________________________
 AE9725* NAD 83(1986) POSITION- 45 17 25.     (N) 096 58 29.     (W)   SCALED
 AE9725* NAVD 88 ORTHO HEIGHT -   556.124 (meters)     1824.55  (feet) ADJUSTED
 AE9725  ______________________________________________________________________
 AE9725  GEOID HEIGHT    -        -25.456 (meters)                     GEOID18
 AE9725  DYNAMIC HEIGHT  -        556.061 (meters)     1824.34  (feet) COMP
 AE9725  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 AE9725
 AE9725  VERT ORDER      -  FIRST     CLASS II
 AE9725
 AE9725.The horizontal coordinates were scaled from a map and have
 AE9725.an estimated accuracy of +/- 6 seconds.
 AE9725
 AE9725.The orthometric height was determined by differential leveling and
 AE9725.adjusted by the NATIONAL GEODETIC SURVEY
 AE9725.in July 1998.
 AE9725
 AE9725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9725.GEOID18 height accuracy estimate available here.
 AE9725
 AE9725.Click photographs - Photos may exist for this station.
 AE9725
 AE9725.The dynamic height is computed by dividing the NAVD 88
 AE9725.geopotential number by the normal gravity value computed on the
 AE9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9725.degrees latitude (g = 980.6199 gals.).
 AE9725
 AE9725.The modeled gravity was interpolated from observed gravity values.
 AE9725
 AE9725;                    North         East    Units  Estimated Accuracy
 AE9725;SPC SD N     -   166,330.      837,260.      MT  (+/- 180 meters Scaled)
 AE9725
 AE9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR588171(NAD 83)
 AE9725
 AE9725                          SUPERSEDED SURVEY CONTROL
 AE9725
 AE9725.No superseded survey control is available for this station.
 AE9725
 AE9725_MARKER: DB = BENCH MARK DISK
 AE9725_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9725_STAMPING: 12-370.65
 AE9725_MARK LOGO: SDHD
 AE9725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9725+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9725
 AE9725  HISTORY     - Date     Condition        Report By
 AE9725  HISTORY     - UNK      MONUMENTED       SDHD
 AE9725  HISTORY     - 19970520 GOOD             NGS
 AE9725
 AE9725                          STATION DESCRIPTION
 AE9725
 AE9725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9725'27.9 KM (17.35 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9725'STATE HIGHWAY 15 IN MILBANK, 6.8 KM (4.20 MI) EAST OF THE INTERSECTION
 AE9725'OF INTERSTATE HIGHWAY 29, 30.7 M (100.7 FT) NORTHEAST OF THE HIGHWAY
 AE9725'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 AE9725'FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST,
 AE9725'0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AE9725'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9726 ***********************************************************************
 AE9726  DESIGNATION -  12 371.82
 AE9726  PID         -  AE9726
 AE9726  STATE/COUNTY-  SD/GRANT
 AE9726  COUNTRY     -  US
 AE9726  USGS QUAD   -  MARVIN (2017)
 AE9726
 AE9726                         *CURRENT SURVEY CONTROL
 AE9726  ______________________________________________________________________
 AE9726* NAD 83(1986) POSITION- 45 16 55.     (N) 096 57 13.     (W)   SCALED
 AE9726* NAVD 88 ORTHO HEIGHT -   539.403 (meters)     1769.69  (feet) ADJUSTED
 AE9726  ______________________________________________________________________
 AE9726  GEOID HEIGHT    -        -25.490 (meters)                     GEOID18
 AE9726  DYNAMIC HEIGHT  -        539.343 (meters)     1769.49  (feet) COMP
 AE9726  MODELED GRAVITY -    980,487.7   (mgal)                       NAVD 88
 AE9726
 AE9726  VERT ORDER      -  FIRST     CLASS II
 AE9726
 AE9726.The horizontal coordinates were scaled from a map and have
 AE9726.an estimated accuracy of +/- 6 seconds.
 AE9726
 AE9726.The orthometric height was determined by differential leveling and
 AE9726.adjusted by the NATIONAL GEODETIC SURVEY
 AE9726.in July 1998.
 AE9726
 AE9726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9726.GEOID18 height accuracy estimate available here.
 AE9726
 AE9726.Click photographs - Photos may exist for this station.
 AE9726
 AE9726.The dynamic height is computed by dividing the NAVD 88
 AE9726.geopotential number by the normal gravity value computed on the
 AE9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9726.degrees latitude (g = 980.6199 gals.).
 AE9726
 AE9726.The modeled gravity was interpolated from observed gravity values.
 AE9726
 AE9726;                    North         East    Units  Estimated Accuracy
 AE9726;SPC SD N     -   165,470.      838,950.      MT  (+/- 180 meters Scaled)
 AE9726
 AE9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR604163(NAD 83)
 AE9726
 AE9726                          SUPERSEDED SURVEY CONTROL
 AE9726
 AE9726.No superseded survey control is available for this station.
 AE9726
 AE9726_MARKER: DB = BENCH MARK DISK
 AE9726_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9726_STAMPING: 12-371.82
 AE9726_MARK LOGO: SDHD
 AE9726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9726+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9726
 AE9726  HISTORY     - Date     Condition        Report By
 AE9726  HISTORY     - UNK      MONUMENTED       SDHD
 AE9726  HISTORY     - 19970520 GOOD             NGS
 AE9726
 AE9726                          STATION DESCRIPTION
 AE9726
 AE9726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9726'26.0 KM (16.15 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9726'STATE HIGHWAY 15 IN MILBANK, 8.7 KM (5.40 MI) EAST OF THE INTERSECTION
 AE9726'OF INTERSTATE HIGHWAY 29, 292.0 M (958.0 FT) WEST OF MILEPOST 372,
 AE9726'43.2 M (141.7 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 23.6 M
 AE9726'(77.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW
 AE9726'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.3 M
 AE9726'(1.0 FT) NORTHEAST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF A
 AE9726'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9727 ***********************************************************************
 AE9727  DESIGNATION -  12 372.66
 AE9727  PID         -  AE9727
 AE9727  STATE/COUNTY-  SD/GRANT
 AE9727  COUNTRY     -  US
 AE9727  USGS QUAD   -  MARVIN (2017)
 AE9727
 AE9727                         *CURRENT SURVEY CONTROL
 AE9727  ______________________________________________________________________
 AE9727* NAD 83(1986) POSITION- 45 16 32.     (N) 096 56 24.     (W)   SCALED
 AE9727* NAVD 88 ORTHO HEIGHT -   530.867 (meters)     1741.69  (feet) ADJUSTED
 AE9727  ______________________________________________________________________
 AE9727  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 AE9727  DYNAMIC HEIGHT  -        530.808 (meters)     1741.49  (feet) COMP
 AE9727  MODELED GRAVITY -    980,487.9   (mgal)                       NAVD 88
 AE9727
 AE9727  VERT ORDER      -  FIRST     CLASS II
 AE9727
 AE9727.The horizontal coordinates were scaled from a map and have
 AE9727.an estimated accuracy of +/- 6 seconds.
 AE9727
 AE9727.The orthometric height was determined by differential leveling and
 AE9727.adjusted by the NATIONAL GEODETIC SURVEY
 AE9727.in July 1998.
 AE9727
 AE9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9727.GEOID18 height accuracy estimate available here.
 AE9727
 AE9727.Click photographs - Photos may exist for this station.
 AE9727
 AE9727.The dynamic height is computed by dividing the NAVD 88
 AE9727.geopotential number by the normal gravity value computed on the
 AE9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9727.degrees latitude (g = 980.6199 gals.).
 AE9727
 AE9727.The modeled gravity was interpolated from observed gravity values.
 AE9727
 AE9727;                    North         East    Units  Estimated Accuracy
 AE9727;SPC SD N     -   164,800.      840,040.      MT  (+/- 180 meters Scaled)
 AE9727
 AE9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR615156(NAD 83)
 AE9727
 AE9727                          SUPERSEDED SURVEY CONTROL
 AE9727
 AE9727.No superseded survey control is available for this station.
 AE9727
 AE9727_MARKER: DB = BENCH MARK DISK
 AE9727_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9727_STAMPING: 12-372.66
 AE9727_MARK LOGO: SDHD
 AE9727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9727+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9727
 AE9727  HISTORY     - Date     Condition        Report By
 AE9727  HISTORY     - UNK      MONUMENTED       SDHD
 AE9727  HISTORY     - 19970520 GOOD             NGS
 AE9727
 AE9727                          STATION DESCRIPTION
 AE9727
 AE9727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9727'24.7 KM (15.35 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9727'STATE HIGHWAY 15 IN MILBANK, 10.1 KM (6.25 MI) EAST OF THE
 AE9727'INTERSECTION OF INTERSTATE HIGHWAY 29, 548.0 M (1797.9 FT) WEST OF
 AE9727'MILEPOST 373, 22.3 M (73.2 FT) NORTHEAST OF AND LEVEL WITH THE HIGHWAY
 AE9727'CENTERLINE, 7.8 M (25.6 FT) SOUTHEAST OF THE CENTER OF A FIELD
 AE9727'ENTRANCE, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT)
 AE9727'NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS
 AE9727'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AE9727'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9728 ***********************************************************************
 AE9728  DESIGNATION -  12 372.98
 AE9728  PID         -  AE9728
 AE9728  STATE/COUNTY-  SD/GRANT
 AE9728  COUNTRY     -  US
 AE9728  USGS QUAD   -  MARVIN (2017)
 AE9728
 AE9728                         *CURRENT SURVEY CONTROL
 AE9728  ______________________________________________________________________
 AE9728* NAD 83(1986) POSITION- 45 16 24.     (N) 096 56 04.     (W)   SCALED
 AE9728* NAVD 88 ORTHO HEIGHT -   525.293 (meters)     1723.40  (feet) ADJUSTED
 AE9728  ______________________________________________________________________
 AE9728  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 AE9728  DYNAMIC HEIGHT  -        525.234 (meters)     1723.21  (feet) COMP
 AE9728  MODELED GRAVITY -    980,488.0   (mgal)                       NAVD 88
 AE9728
 AE9728  VERT ORDER      -  FIRST     CLASS II
 AE9728
 AE9728.The horizontal coordinates were scaled from a map and have
 AE9728.an estimated accuracy of +/- 6 seconds.
 AE9728
 AE9728.The orthometric height was determined by differential leveling and
 AE9728.adjusted by the NATIONAL GEODETIC SURVEY
 AE9728.in July 1998.
 AE9728
 AE9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9728.GEOID18 height accuracy estimate available here.
 AE9728
 AE9728.Click photographs - Photos may exist for this station.
 AE9728
 AE9728.The dynamic height is computed by dividing the NAVD 88
 AE9728.geopotential number by the normal gravity value computed on the
 AE9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9728.degrees latitude (g = 980.6199 gals.).
 AE9728
 AE9728.The modeled gravity was interpolated from observed gravity values.
 AE9728
 AE9728;                    North         East    Units  Estimated Accuracy
 AE9728;SPC SD N     -   164,570.      840,490.      MT  (+/- 180 meters Scaled)
 AE9728
 AE9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR620153(NAD 83)
 AE9728
 AE9728                          SUPERSEDED SURVEY CONTROL
 AE9728
 AE9728.No superseded survey control is available for this station.
 AE9728
 AE9728_MARKER: DB = BENCH MARK DISK
 AE9728_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9728_STAMPING: 12-372.98
 AE9728_MARK LOGO: SDHD
 AE9728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9728+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9728
 AE9728  HISTORY     - Date     Condition        Report By
 AE9728  HISTORY     - UNK      MONUMENTED       SDHD
 AE9728  HISTORY     - 19970520 GOOD             NGS
 AE9728
 AE9728                          STATION DESCRIPTION
 AE9728
 AE9728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9728'24.1 KM (14.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9728'STATE HIGHWAY 15 IN MILBANK, 10.6 KM (6.60 MI) EAST OF THE
 AE9728'INTERSECTION OF INTERSTATE HIGHWAY 29, 41.2 M (135.2 FT) EAST OF
 AE9728'MILEPOST 373, 30.0 M (98.4 FT) NORTHWEST OF THE CENTER OF A FIELD
 AE9728'ENTRANCE, 25.2 M (82.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M
 AE9728'(3.3 FT) SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9728'HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST
 AE9728'OF A WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AE9728'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9729 ***********************************************************************
 AE9729  DESIGNATION -  12 374.12
 AE9729  PID         -  AE9729
 AE9729  STATE/COUNTY-  SD/GRANT
 AE9729  COUNTRY     -  US
 AE9729  USGS QUAD   -  MARVIN (2017)
 AE9729
 AE9729                         *CURRENT SURVEY CONTROL
 AE9729  ______________________________________________________________________
 AE9729* NAD 83(1986) POSITION- 45 16 06.     (N) 096 54 44.     (W)   SCALED
 AE9729* NAVD 88 ORTHO HEIGHT -   496.916 (meters)     1630.30  (feet) ADJUSTED
 AE9729  ______________________________________________________________________
 AE9729  GEOID HEIGHT    -        -25.556 (meters)                     GEOID18
 AE9729  DYNAMIC HEIGHT  -        496.861 (meters)     1630.12  (feet) COMP
 AE9729  MODELED GRAVITY -    980,489.5   (mgal)                       NAVD 88
 AE9729
 AE9729  VERT ORDER      -  FIRST     CLASS II
 AE9729
 AE9729.The horizontal coordinates were scaled from a map and have
 AE9729.an estimated accuracy of +/- 6 seconds.
 AE9729
 AE9729.The orthometric height was determined by differential leveling and
 AE9729.adjusted by the NATIONAL GEODETIC SURVEY
 AE9729.in July 1998.
 AE9729
 AE9729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9729.GEOID18 height accuracy estimate available here.
 AE9729
 AE9729.Click photographs - Photos may exist for this station.
 AE9729
 AE9729.The dynamic height is computed by dividing the NAVD 88
 AE9729.geopotential number by the normal gravity value computed on the
 AE9729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9729.degrees latitude (g = 980.6199 gals.).
 AE9729
 AE9729.The modeled gravity was interpolated from observed gravity values.
 AE9729
 AE9729;                    North         East    Units  Estimated Accuracy
 AE9729;SPC SD N     -   164,080.      842,250.      MT  (+/- 180 meters Scaled)
 AE9729
 AE9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR637148(NAD 83)
 AE9729
 AE9729                          SUPERSEDED SURVEY CONTROL
 AE9729
 AE9729.No superseded survey control is available for this station.
 AE9729
 AE9729_MARKER: DB = BENCH MARK DISK
 AE9729_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9729_STAMPING: 12-374.12
 AE9729_MARK LOGO: SDHD
 AE9729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9729+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9729
 AE9729  HISTORY     - Date     Condition        Report By
 AE9729  HISTORY     - UNK      MONUMENTED       SDHD
 AE9729  HISTORY     - 19970520 GOOD             NGS
 AE9729
 AE9729                          STATION DESCRIPTION
 AE9729
 AE9729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9729'22.3 KM (13.85 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9729'STATE HIGHWAY 15 IN MILBANK, 12.4 KM (7.70 MI) EAST OF THE
 AE9729'INTERSECTION OF INTERSTATE HIGHWAY 29, 197.0 M (646.3 FT) EAST OF
 AE9729'MILEPOST 374, 109.0 M (357.6 FT) WEST OF THE CENTER OF A FIELD
 AE9729'ENTRANCE, 28.6 M (93.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9
 AE9729'FT) SOUTHWEST OF THE CENTER OF 4 BRACED FENCE POSTS, 1.5 M (4.9 FT)
 AE9729'ABOVE THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.3 M
 AE9729'(1.0 FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 AE9729'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AE9729'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9730 ***********************************************************************
 AE9730  DESIGNATION -  12 374.64
 AE9730  PID         -  AE9730
 AE9730  STATE/COUNTY-  SD/GRANT
 AE9730  COUNTRY     -  US
 AE9730  USGS QUAD   -  MARVIN (2017)
 AE9730
 AE9730                         *CURRENT SURVEY CONTROL
 AE9730  ______________________________________________________________________
 AE9730* NAD 83(1986) POSITION- 45 16 06.     (N) 096 54 10.     (W)   SCALED
 AE9730* NAVD 88 ORTHO HEIGHT -   464.726 (meters)     1524.69  (feet) ADJUSTED
 AE9730  ______________________________________________________________________
 AE9730  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 AE9730  DYNAMIC HEIGHT  -        464.675 (meters)     1524.52  (feet) COMP
 AE9730  MODELED GRAVITY -    980,491.5   (mgal)                       NAVD 88
 AE9730
 AE9730  VERT ORDER      -  FIRST     CLASS II
 AE9730
 AE9730.The horizontal coordinates were scaled from a map and have
 AE9730.an estimated accuracy of +/- 6 seconds.
 AE9730
 AE9730.The orthometric height was determined by differential leveling and
 AE9730.adjusted by the NATIONAL GEODETIC SURVEY
 AE9730.in July 1998.
 AE9730
 AE9730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9730.GEOID18 height accuracy estimate available here.
 AE9730
 AE9730.Click photographs - Photos may exist for this station.
 AE9730
 AE9730.The dynamic height is computed by dividing the NAVD 88
 AE9730.geopotential number by the normal gravity value computed on the
 AE9730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9730.degrees latitude (g = 980.6199 gals.).
 AE9730
 AE9730.The modeled gravity was interpolated from observed gravity values.
 AE9730
 AE9730;                    North         East    Units  Estimated Accuracy
 AE9730;SPC SD N     -   164,110.      842,990.      MT  (+/- 180 meters Scaled)
 AE9730
 AE9730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR645148(NAD 83)
 AE9730
 AE9730                          SUPERSEDED SURVEY CONTROL
 AE9730
 AE9730.No superseded survey control is available for this station.
 AE9730
 AE9730_MARKER: Z = SEE DESCRIPTION
 AE9730_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9730_STAMPING: 12-374.64 1996
 AE9730_MARK LOGO: NGS
 AE9730_PROJECTION: FLUSH
 AE9730_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9730+STABILITY: POSITION/ELEVATION WELL
 AE9730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9730+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9730_ROD/PIPE-DEPTH: 6.4 meters
 AE9730_SLEEVE-DEPTH  : 1.8 meters
 AE9730
 AE9730  HISTORY     - Date     Condition        Report By
 AE9730  HISTORY     - 1996     MONUMENTED       SDDT
 AE9730  HISTORY     - 19970520 GOOD             NGS
 AE9730
 AE9730                          STATION DESCRIPTION
 AE9730
 AE9730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9730'21.5 KM (13.35 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9730'STATE HIGHWAY 15 IN MILBANK, 13.2 KM (8.20 MI) EAST OF THE
 AE9730'INTERSECTION OF INTERSTATE HIGHWAY 29, 600.0 M (1968.5 FT) WEST OF
 AE9730'MILEPOST 375, 31.2 M (102.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.2 M
 AE9730'(23.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 2.0 M (6.6 FT) BELOW
 AE9730'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.4 M (1.3
 AE9730'FT) SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE9730'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9730'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9730'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9730'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9731 ***********************************************************************
 AE9731  DESIGNATION -  12 375.07
 AE9731  PID         -  AE9731
 AE9731  STATE/COUNTY-  SD/GRANT
 AE9731  COUNTRY     -  US
 AE9731  USGS QUAD   -  MARVIN (2017)
 AE9731
 AE9731                         *CURRENT SURVEY CONTROL
 AE9731  ______________________________________________________________________
 AE9731* NAD 83(1986) POSITION- 45 16 06.     (N) 096 53 35.     (W)   SCALED
 AE9731* NAVD 88 ORTHO HEIGHT -   445.346 (meters)     1461.11  (feet) ADJUSTED
 AE9731  ______________________________________________________________________
 AE9731  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 AE9731  DYNAMIC HEIGHT  -        445.298 (meters)     1460.95  (feet) COMP
 AE9731  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 AE9731
 AE9731  VERT ORDER      -  FIRST     CLASS II
 AE9731
 AE9731.The horizontal coordinates were scaled from a map and have
 AE9731.an estimated accuracy of +/- 6 seconds.
 AE9731
 AE9731.The orthometric height was determined by differential leveling and
 AE9731.adjusted by the NATIONAL GEODETIC SURVEY
 AE9731.in July 1998.
 AE9731
 AE9731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9731.GEOID18 height accuracy estimate available here.
 AE9731
 AE9731.Click photographs - Photos may exist for this station.
 AE9731
 AE9731.The dynamic height is computed by dividing the NAVD 88
 AE9731.geopotential number by the normal gravity value computed on the
 AE9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9731.degrees latitude (g = 980.6199 gals.).
 AE9731
 AE9731.The modeled gravity was interpolated from observed gravity values.
 AE9731
 AE9731;                    North         East    Units  Estimated Accuracy
 AE9731;SPC SD N     -   164,140.      843,750.      MT  (+/- 180 meters Scaled)
 AE9731
 AE9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR652149(NAD 83)
 AE9731
 AE9731                          SUPERSEDED SURVEY CONTROL
 AE9731
 AE9731.No superseded survey control is available for this station.
 AE9731
 AE9731_MARKER: DB = BENCH MARK DISK
 AE9731_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9731_STAMPING: 12-375.07
 AE9731_MARK LOGO: SDHD
 AE9731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9731+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9731
 AE9731  HISTORY     - Date     Condition        Report By
 AE9731  HISTORY     - UNK      MONUMENTED       SDHD
 AE9731  HISTORY     - 19970520 GOOD             NGS
 AE9731
 AE9731                          STATION DESCRIPTION
 AE9731
 AE9731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9731'20.8 KM (12.90 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9731'STATE HIGHWAY 15 IN MILBANK, 14.1 KM (8.75 MI) EAST OF THE
 AE9731'INTERSECTION OF INTERSTATE HIGHWAY 29, 120.0 M (393.7 FT) EAST OF
 AE9731'MILEPOST 375, 26.2 M (86.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.6 M
 AE9731'(28.2 FT) WEST OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) BELOW THE
 AE9731'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AE9731'NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST
 AE9731'AND FENCE, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE
 AE9731'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9732 ***********************************************************************
 AE9732  DESIGNATION -  12 376.07
 AE9732  PID         -  AE9732
 AE9732  STATE/COUNTY-  SD/GRANT
 AE9732  COUNTRY     -  US
 AE9732  USGS QUAD   -  CORONA (2017)
 AE9732
 AE9732                         *CURRENT SURVEY CONTROL
 AE9732  ______________________________________________________________________
 AE9732* NAD 83(1986) POSITION- 45 15 57.     (N) 096 52 22.     (W)   SCALED
 AE9732* NAVD 88 ORTHO HEIGHT -   416.782 (meters)     1367.39  (feet) ADJUSTED
 AE9732  ______________________________________________________________________
 AE9732  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 AE9732  DYNAMIC HEIGHT  -        416.738 (meters)     1367.25  (feet) COMP
 AE9732  MODELED GRAVITY -    980,500.1   (mgal)                       NAVD 88
 AE9732
 AE9732  VERT ORDER      -  FIRST     CLASS II
 AE9732
 AE9732.The horizontal coordinates were scaled from a map and have
 AE9732.an estimated accuracy of +/- 6 seconds.
 AE9732
 AE9732.The orthometric height was determined by differential leveling and
 AE9732.adjusted by the NATIONAL GEODETIC SURVEY
 AE9732.in July 1998.
 AE9732
 AE9732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9732.GEOID18 height accuracy estimate available here.
 AE9732
 AE9732.Click photographs - Photos may exist for this station.
 AE9732
 AE9732.The dynamic height is computed by dividing the NAVD 88
 AE9732.geopotential number by the normal gravity value computed on the
 AE9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9732.degrees latitude (g = 980.6199 gals.).
 AE9732
 AE9732.The modeled gravity was interpolated from observed gravity values.
 AE9732
 AE9732;                    North         East    Units  Estimated Accuracy
 AE9732;SPC SD N     -   163,920.      845,350.      MT  (+/- 180 meters Scaled)
 AE9732
 AE9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR668146(NAD 83)
 AE9732
 AE9732                          SUPERSEDED SURVEY CONTROL
 AE9732
 AE9732.No superseded survey control is available for this station.
 AE9732
 AE9732_MARKER: DB = BENCH MARK DISK
 AE9732_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE9732_STAMPING: 12-376.07
 AE9732_MARK LOGO: SDHD
 AE9732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9732+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9732
 AE9732  HISTORY     - Date     Condition        Report By
 AE9732  HISTORY     - UNK      MONUMENTED       SDHD
 AE9732  HISTORY     - 19970520 GOOD             NGS
 AE9732
 AE9732                          STATION DESCRIPTION
 AE9732
 AE9732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9732'19.2 KM (11.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9732'STATE HIGHWAY 15 IN MILBANK, 15.7 KM (9.75 MI) EAST OF THE
 AE9732'INTERSECTION OF INTERSTATE HIGHWAY 29, 118.0 M (387.1 FT) EAST OF
 AE9732'MILEPOST 376, 22.6 M (74.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 AE9732'3.4 M (11.2 FT) SOUTHEAST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 AE9732'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.3
 AE9732'M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE9732'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9733 ***********************************************************************
 AE9733  DESIGNATION -  12 377.81
 AE9733  PID         -  AE9733
 AE9733  STATE/COUNTY-  SD/GRANT
 AE9733  COUNTRY     -  US
 AE9733  USGS QUAD   -  CORONA (2017)
 AE9733
 AE9733                         *CURRENT SURVEY CONTROL
 AE9733  ______________________________________________________________________
 AE9733* NAD 83(1986) POSITION- 45 15 13.     (N) 096 51 10.     (W)   SCALED
 AE9733* NAVD 88 ORTHO HEIGHT -   405.511 (meters)     1330.41  (feet) ADJUSTED
 AE9733  ______________________________________________________________________
 AE9733  GEOID HEIGHT    -        -25.645 (meters)                     GEOID18
 AE9733  DYNAMIC HEIGHT  -        405.470 (meters)     1330.28  (feet) COMP
 AE9733  MODELED GRAVITY -    980,503.0   (mgal)                       NAVD 88
 AE9733
 AE9733  VERT ORDER      -  FIRST     CLASS II
 AE9733
 AE9733.The horizontal coordinates were scaled from a map and have
 AE9733.an estimated accuracy of +/- 6 seconds.
 AE9733
 AE9733.The orthometric height was determined by differential leveling and
 AE9733.adjusted by the NATIONAL GEODETIC SURVEY
 AE9733.in July 1998.
 AE9733
 AE9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9733.GEOID18 height accuracy estimate available here.
 AE9733
 AE9733.Click photographs - Photos may exist for this station.
 AE9733
 AE9733.The dynamic height is computed by dividing the NAVD 88
 AE9733.geopotential number by the normal gravity value computed on the
 AE9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9733.degrees latitude (g = 980.6199 gals.).
 AE9733
 AE9733.The modeled gravity was interpolated from observed gravity values.
 AE9733
 AE9733;                    North         East    Units  Estimated Accuracy
 AE9733;SPC SD N     -   162,630.      846,980.      MT  (+/- 180 meters Scaled)
 AE9733
 AE9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR684133(NAD 83)
 AE9733
 AE9733                          SUPERSEDED SURVEY CONTROL
 AE9733
 AE9733.No superseded survey control is available for this station.
 AE9733
 AE9733_MARKER: DD = SURVEY DISK
 AE9733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9733_STAMPING: 12-377.81 1996
 AE9733_MARK LOGO: SDDT
 AE9733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9733+STABILITY: SURFACE MOTION
 AE9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9733+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9733
 AE9733  HISTORY     - Date     Condition        Report By
 AE9733  HISTORY     - 1996     MONUMENTED       SDDT
 AE9733  HISTORY     - 19970520 GOOD             NGS
 AE9733
 AE9733                          STATION DESCRIPTION
 AE9733
 AE9733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9733'18.0 KM (11.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9733'STATE HIGHWAY 15 IN MILBANK, 17.8 KM (11.05 MI) EAST OF THE
 AE9733'INTERSECTION OF INTERSTATE HIGHWAY 29, 273.0 M (895.7 FT) WEST OF
 AE9733'MILEPOST 378, 94.4 M (309.7 FT) WEST OF THE HIGHWAY CENTERLINE, 14.6 M
 AE9733'(47.9 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING EAST TO BLUE
 AE9733'CLOUD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 AE9733'SOUTHEAST OF A FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 AE9733'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9734 ***********************************************************************
 AE9734  DESIGNATION -  12 379.32
 AE9734  PID         -  AE9734
 AE9734  STATE/COUNTY-  SD/GRANT
 AE9734  COUNTRY     -  US
 AE9734  USGS QUAD   -  TWIN BROOKS (2017)
 AE9734
 AE9734                         *CURRENT SURVEY CONTROL
 AE9734  ______________________________________________________________________
 AE9734* NAD 83(1986) POSITION- 45 14 22.     (N) 096 49 55.     (W)   SCALED
 AE9734* NAVD 88 ORTHO HEIGHT -   396.778 (meters)     1301.76  (feet) ADJUSTED
 AE9734  ______________________________________________________________________
 AE9734  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 AE9734  DYNAMIC HEIGHT  -        396.738 (meters)     1301.63  (feet) COMP
 AE9734  MODELED GRAVITY -    980,506.3   (mgal)                       NAVD 88
 AE9734
 AE9734  VERT ORDER      -  FIRST     CLASS II
 AE9734
 AE9734.The horizontal coordinates were scaled from a map and have
 AE9734.an estimated accuracy of +/- 6 seconds.
 AE9734
 AE9734.The orthometric height was determined by differential leveling and
 AE9734.adjusted by the NATIONAL GEODETIC SURVEY
 AE9734.in July 1998.
 AE9734
 AE9734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9734.GEOID18 height accuracy estimate available here.
 AE9734
 AE9734.Click photographs - Photos may exist for this station.
 AE9734
 AE9734.The dynamic height is computed by dividing the NAVD 88
 AE9734.geopotential number by the normal gravity value computed on the
 AE9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9734.degrees latitude (g = 980.6199 gals.).
 AE9734
 AE9734.The modeled gravity was interpolated from observed gravity values.
 AE9734
 AE9734;                    North         East    Units  Estimated Accuracy
 AE9734;SPC SD N     -   161,120.      848,670.      MT  (+/- 180 meters Scaled)
 AE9734
 AE9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR701118(NAD 83)
 AE9734
 AE9734                          SUPERSEDED SURVEY CONTROL
 AE9734
 AE9734.No superseded survey control is available for this station.
 AE9734
 AE9734_MARKER: DD = SURVEY DISK
 AE9734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9734_STAMPING: 12-379.32 1996
 AE9734_MARK LOGO: SDDT
 AE9734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9734+STABILITY: SURFACE MOTION
 AE9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9734+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9734
 AE9734  HISTORY     - Date     Condition        Report By
 AE9734  HISTORY     - 1996     MONUMENTED       SDDT
 AE9734  HISTORY     - 19970520 GOOD             NGS
 AE9734
 AE9734                          STATION DESCRIPTION
 AE9734
 AE9734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9734'15.7 KM (9.75 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9734'STATE HIGHWAY 15 IN MILBANK, 20.2 KM (12.55 MI) EAST OF THE
 AE9734'INTERSECTION OF INTERSTATE HIGHWAY 29, 508.0 M (1666.7 FT) EAST OF
 AE9734'MILEPOST 379, 15.7 M (51.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AE9734'7.5 M (24.6 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT)
 AE9734'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AE9734'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9893 ***********************************************************************
 AB9893  CBN         -  This is a Cooperative Base Network Control Station.
 AB9893  DESIGNATION -  12 380.70=TWIN BROOKS
 AB9893  PID         -  AB9893
 AB9893  STATE/COUNTY-  SD/GRANT
 AB9893  COUNTRY     -  US
 AB9893  USGS QUAD   -  TWIN BROOKS (2017)
 AB9893
 AB9893                         *CURRENT SURVEY CONTROL
 AB9893  ______________________________________________________________________
 AB9893* NAD 83(2011) POSITION- 45 14 22.63479(N) 096 48 04.27110(W)   ADJUSTED
 AB9893* NAD 83(2011) ELLIP HT-   358.302 (meters)        (06/27/12)   ADJUSTED
 AB9893* NAD 83(2011) EPOCH   -  2010.00
 AB9893* NAVD 88 ORTHO HEIGHT -   384.006 (meters)     1259.86  (feet) ADJUSTED
 AB9893  ______________________________________________________________________
 AB9893  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 AB9893  NAD 83(2011) X  -   -532,788.828 (meters)                     COMP
 AB9893  NAD 83(2011) Y  - -4,467,314.545 (meters)                     COMP
 AB9893  NAD 83(2011) Z  -  4,506,393.678 (meters)                     COMP
 AB9893  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 AB9893  DYNAMIC HEIGHT  -        383.972 (meters)     1259.75  (feet) COMP
 AB9893  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 AB9893
 AB9893  VERT ORDER      -  FIRST     CLASS II
 AB9893
 AB9893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9893  Standards:
 AB9893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9893  -------------------------------------------------------------------
 AB9893  NETWORK    0.67   1.80           0.30   0.24   0.92     -0.05498598
 AB9893  -------------------------------------------------------------------
 AB9893  Click here for local accuracies and other accuracy information.
 AB9893
 AB9893.The horizontal coordinates were established by GPS observations
 AB9893.and adjusted by the National Geodetic Survey in June 2012.
 AB9893
 AB9893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9893.been affixed to the stable North American tectonic plate. See 
 AB9893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9893
 AB9893.The horizontal coordinates are valid at the epoch date displayed above
 AB9893.which is a decimal equivalence of Year/Month/Day.
 AB9893
 AB9893.The orthometric height was determined by differential leveling and
 AB9893.adjusted by the NATIONAL GEODETIC SURVEY
 AB9893.in July 1998.
 AB9893
 AB9893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9893.GEOID18 height accuracy estimate available here.
 AB9893
 AB9893.Click photographs - Photos may exist for this station.
 AB9893
 AB9893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9893
 AB9893.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9893
 AB9893.The ellipsoidal height was determined by GPS observations
 AB9893.and is referenced to NAD 83.
 AB9893
 AB9893.The dynamic height is computed by dividing the NAVD 88
 AB9893.geopotential number by the normal gravity value computed on the
 AB9893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9893.degrees latitude (g = 980.6199 gals.).
 AB9893
 AB9893.The modeled gravity was interpolated from observed gravity values.
 AB9893
 AB9893. The following values were computed from the NAD 83(2011) position.
 AB9893
 AB9893;                    North         East     Units Scale Factor Converg.
 AB9893;SPC SD N     -   161,232.278   851,083.556   MT  0.99994451   +2 15 50.1
 AB9893;SPC SD N     -   528,976.23  2,792,263.30   sFT  0.99994451   +2 15 50.1
 AB9893;UTM  14      - 5,011,921.680   672,575.990   MT  0.99996620   +1 33 42.0
 AB9893
 AB9893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9893!SPC SD N     -   0.99994383  x   0.99994451  =   0.99988834
 AB9893!UTM  14      -   0.99994383  x   0.99996620  =   0.99991003
 AB9893
 AB9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7257511921(NAD 83)
 AB9893
 AB9893                          SUPERSEDED SURVEY CONTROL
 AB9893
 AB9893  NAD 83(2007)-  45 14 22.63471(N)    096 48 04.27198(W) AD(2002.00) 0
 AB9893  ELLIP H (02/10/07)  358.333  (m)                       GP(2002.00)    
 AB9893  ELLIP H (04/15/04)  358.361  (m)                       GP(       ) 2 1
 AB9893  NAD 83(1996)-  45 14 22.63418(N)    096 48 04.27143(W) AD(       ) B
 AB9893  ELLIP H (01/15/97)  358.369  (m)                       GP(       ) 4 1
 AB9893  NAVD 88 (04/18/97)  384.0    (m)  UNKNOWN  model used  GPS OBS        
 AB9893  NAVD 88 (01/15/97)  384.0    (m)  GEOID96  model used  GPS OBS        
 AB9893
 AB9893.Superseded values are not recommended for survey control.
 AB9893
 AB9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9893.See file dsdata.pdf to determine how the superseded data were derived.
 AB9893
 AB9893_MARKER: Z = SEE DESCRIPTION
 AB9893_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9893_STAMPING: 12-380.70 1994
 AB9893_MARK LOGO: NGS
 AB9893_PROJECTION: FLUSH
 AB9893_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9893+STABILITY: POSITION/ELEVATION WELL
 AB9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9893+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AB9893_ROD/PIPE-DEPTH: 6.4 meters
 AB9893_SLEEVE-DEPTH  : 1.8 meters
 AB9893
 AB9893  HISTORY     - Date     Condition        Report By
 AB9893  HISTORY     - 1994     MONUMENTED       SDDT
 AB9893  HISTORY     - 19950314 GOOD             MNDT
 AB9893  HISTORY     - 19960624 GOOD             NGS
 AB9893  HISTORY     - 19970520 GOOD             NGS
 AB9893
 AB9893                          STATION DESCRIPTION
 AB9893
 AB9893'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 AB9893'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY SDDOT.
 AB9893'RECOVERY NOTE BY DAVID K.  HERDER TYPED BY J.E.M.
 AB9893
 AB9893                          STATION RECOVERY (1996)
 AB9893
 AB9893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9893'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF MILBANK, 6.0 MI
 AB9893'(9.7 KM) EAST-SOUTHEAST OF MARVIN, AND 2.0 MI (3.2 KM) NORTHEAST OF
 AB9893'TWIN BROOKS, ON U.S. HIGHWAY 12.  OWNERSHIP--THE STATE OF SOUTH
 AB9893'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 AB9893'STATE HIGHWAY 15 IN MILBANK, GO WEST ON HIGHWAY 12 FOR 8.5 MI (13.7
 AB9893'KM) TO THE JUNCTION OF COUNTY ROAD 15 (470 AVENUE) AND THE STATION ON
 AB9893'THE RIGHT.  THE STATION IS A PUNCH POINT ON THE TOP OF A STAINLESS
 AB9893'STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH
 AB9893'GALVANIZED STEEL PIPE.  LOCATED 50.5 FT (15.4 M) NORTH OF THE HIGHWAY
 AB9893'CENTERLINE, 33.0 FT (10.1 M) EAST OF THE ROAD CENTER, 3.6 FT (1.1 M)
 AB9893'NORTH OF A ROAD SIGN (470 AVE), 1.5 FT (0.5 M) NORTH OF A METAL GUARD
 AB9893'POST, AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST. NOTE--ACCESS TO
 AB9893'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9893'THE ACCESS COVER IS STAMPED---TWIN BROOKS 10-1994---.
 AB9893
 AB9893                          STATION RECOVERY (1997)
 AB9893
 AB9893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AB9893'13.4 KM (8.30 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AB9893'STATE HIGHWAY 15 IN MILBANK, 462.3 M (1516.7 FT) WEST OF MILEPOST 381,
 AB9893'14.8 M (48.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.7 M (31.8 FT) EAST
 AB9893'OF THE CENTER OF 470 AVENUE LEADING SOUTH TO TWIN BROOKS, 0.5 M (1.6
 AB9893'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL
 AB9893'GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--THE
 AB9893'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AB9893'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE
 AB9893'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AB9893'CAP.  TWIN BROOKS 10-1994 IS STAMPED NEAR THE CENTER OF THE LID OF THE
 AB9893'LOGO CAP.  THE MONUMENT IS A STATE HARN STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9735 ***********************************************************************
 AE9735  DESIGNATION -  12 382.01
 AE9735  PID         -  AE9735
 AE9735  STATE/COUNTY-  SD/GRANT
 AE9735  COUNTRY     -  US
 AE9735  USGS QUAD   -  TWIN BROOKS (2017)
 AE9735
 AE9735                         *CURRENT SURVEY CONTROL
 AE9735  ______________________________________________________________________
 AE9735* NAD 83(1986) POSITION- 45 13 34.     (N) 096 46 58.     (W)   SCALED
 AE9735* NAVD 88 ORTHO HEIGHT -   380.432 (meters)     1248.13  (feet) ADJUSTED
 AE9735  ______________________________________________________________________
 AE9735  GEOID HEIGHT    -        -25.709 (meters)                     GEOID18
 AE9735  DYNAMIC HEIGHT  -        380.399 (meters)     1248.03  (feet) COMP
 AE9735  MODELED GRAVITY -    980,518.3   (mgal)                       NAVD 88
 AE9735
 AE9735  VERT ORDER      -  FIRST     CLASS II
 AE9735
 AE9735.The horizontal coordinates were scaled from a map and have
 AE9735.an estimated accuracy of +/- 6 seconds.
 AE9735
 AE9735.The orthometric height was determined by differential leveling and
 AE9735.adjusted by the NATIONAL GEODETIC SURVEY
 AE9735.in July 1998.
 AE9735
 AE9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9735.GEOID18 height accuracy estimate available here.
 AE9735
 AE9735.Click photographs - Photos may exist for this station.
 AE9735
 AE9735.The dynamic height is computed by dividing the NAVD 88
 AE9735.geopotential number by the normal gravity value computed on the
 AE9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9735.degrees latitude (g = 980.6199 gals.).
 AE9735
 AE9735.The modeled gravity was interpolated from observed gravity values.
 AE9735
 AE9735;                    North         East    Units  Estimated Accuracy
 AE9735;SPC SD N     -   159,790.      852,590.      MT  (+/- 180 meters Scaled)
 AE9735
 AE9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR740104(NAD 83)
 AE9735
 AE9735                          SUPERSEDED SURVEY CONTROL
 AE9735
 AE9735.No superseded survey control is available for this station.
 AE9735
 AE9735_MARKER: DD = SURVEY DISK
 AE9735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9735_STAMPING: 12-382.01 1996
 AE9735_MARK LOGO: SDDT
 AE9735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9735+STABILITY: SURFACE MOTION
 AE9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9735+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9735
 AE9735  HISTORY     - Date     Condition        Report By
 AE9735  HISTORY     - 1996     MONUMENTED       SDDT
 AE9735  HISTORY     - 19970520 GOOD             NGS
 AE9735
 AE9735                          STATION DESCRIPTION
 AE9735
 AE9735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9735'11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9735'STATE HIGHWAY 15 IN MILBANK, 30.1 M (98.8 FT) SOUTHWEST OF THE HIGHWAY
 AE9735'CENTERLINE, 25.6 M (84.0 FT) SOUTHEAST OF MILEPOST 382, 14.1 M (46.3
 AE9735'FT) WEST OF THE CENTER OF A PAVED ROAD LEADING SOUTH TO TWIN BROOKS,
 AE9735'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF
 AE9735'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9736 ***********************************************************************
 AE9736  DESIGNATION -  12 383.20
 AE9736  PID         -  AE9736
 AE9736  STATE/COUNTY-  SD/GRANT
 AE9736  COUNTRY     -  US
 AE9736  USGS QUAD   -  TWIN BROOKS (2017)
 AE9736
 AE9736                         *CURRENT SURVEY CONTROL
 AE9736  ______________________________________________________________________
 AE9736* NAD 83(1986) POSITION- 45 13 22.     (N) 096 45 42.     (W)   SCALED
 AE9736* NAVD 88 ORTHO HEIGHT -   372.678 (meters)     1222.69  (feet) ADJUSTED
 AE9736  ______________________________________________________________________
 AE9736  GEOID HEIGHT    -        -25.729 (meters)                     GEOID18
 AE9736  DYNAMIC HEIGHT  -        372.647 (meters)     1222.59  (feet) COMP
 AE9736  MODELED GRAVITY -    980,521.2   (mgal)                       NAVD 88
 AE9736
 AE9736  VERT ORDER      -  FIRST     CLASS II
 AE9736
 AE9736.The horizontal coordinates were scaled from a map and have
 AE9736.an estimated accuracy of +/- 6 seconds.
 AE9736
 AE9736.The orthometric height was determined by differential leveling and
 AE9736.adjusted by the NATIONAL GEODETIC SURVEY
 AE9736.in July 1998.
 AE9736
 AE9736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9736.GEOID18 height accuracy estimate available here.
 AE9736
 AE9736.Click photographs - Photos may exist for this station.
 AE9736
 AE9736.The dynamic height is computed by dividing the NAVD 88
 AE9736.geopotential number by the normal gravity value computed on the
 AE9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9736.degrees latitude (g = 980.6199 gals.).
 AE9736
 AE9736.The modeled gravity was interpolated from observed gravity values.
 AE9736
 AE9736;                    North         East    Units  Estimated Accuracy
 AE9736;SPC SD N     -   159,490.      854,260.      MT  (+/- 180 meters Scaled)
 AE9736
 AE9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR757101(NAD 83)
 AE9736
 AE9736                          SUPERSEDED SURVEY CONTROL
 AE9736
 AE9736.No superseded survey control is available for this station.
 AE9736
 AE9736_MARKER: DD = SURVEY DISK
 AE9736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9736_STAMPING: 12-383.20 1996
 AE9736_MARK LOGO: SDDT
 AE9736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9736+STABILITY: SURFACE MOTION
 AE9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9736+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9736
 AE9736  HISTORY     - Date     Condition        Report By
 AE9736  HISTORY     - 1996     MONUMENTED       SDDT
 AE9736  HISTORY     - 19970520 GOOD             NGS
 AE9736
 AE9736                          STATION DESCRIPTION
 AE9736
 AE9736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9736'9.5 KM (5.90 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9736'STATE HIGHWAY 15 IN MILBANK, 216.0 M (708.7 FT) EAST OF MILEPOST 383,
 AE9736'73.8 M (242.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT)
 AE9736'EAST OF THE CENTER OF 472 AVENUE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE9736'THE AVENUE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AE9736'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9737 ***********************************************************************
 AE9737  DESIGNATION -  12 384.12
 AE9737  PID         -  AE9737
 AE9737  STATE/COUNTY-  SD/GRANT
 AE9737  COUNTRY     -  US
 AE9737  USGS QUAD   -  MILBANK WEST (2017)
 AE9737
 AE9737                         *CURRENT SURVEY CONTROL
 AE9737  ______________________________________________________________________
 AE9737* NAD 83(1986) POSITION- 45 13 13.     (N) 096 44 29.     (W)   SCALED
 AE9737* NAVD 88 ORTHO HEIGHT -   368.521 (meters)     1209.06  (feet) ADJUSTED
 AE9737  ______________________________________________________________________
 AE9737  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 AE9737  DYNAMIC HEIGHT  -        368.491 (meters)     1208.96  (feet) COMP
 AE9737  MODELED GRAVITY -    980,523.0   (mgal)                       NAVD 88
 AE9737
 AE9737  VERT ORDER      -  FIRST     CLASS II
 AE9737
 AE9737.The horizontal coordinates were scaled from a map and have
 AE9737.an estimated accuracy of +/- 6 seconds.
 AE9737
 AE9737.The orthometric height was determined by differential leveling and
 AE9737.adjusted by the NATIONAL GEODETIC SURVEY
 AE9737.in July 1998.
 AE9737
 AE9737.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9737.GEOID18 height accuracy estimate available here.
 AE9737
 AE9737.Click photographs - Photos may exist for this station.
 AE9737
 AE9737.The dynamic height is computed by dividing the NAVD 88
 AE9737.geopotential number by the normal gravity value computed on the
 AE9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9737.degrees latitude (g = 980.6199 gals.).
 AE9737
 AE9737.The modeled gravity was interpolated from observed gravity values.
 AE9737
 AE9737;                    North         East    Units  Estimated Accuracy
 AE9737;SPC SD N     -   159,270.      855,860.      MT  (+/- 180 meters Scaled)
 AE9737
 AE9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR773099(NAD 83)
 AE9737
 AE9737                          SUPERSEDED SURVEY CONTROL
 AE9737
 AE9737.No superseded survey control is available for this station.
 AE9737
 AE9737_MARKER: DD = SURVEY DISK
 AE9737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9737_STAMPING: 12-384.12 1996
 AE9737_MARK LOGO: SDDT
 AE9737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9737+STABILITY: SURFACE MOTION
 AE9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9737+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9737
 AE9737  HISTORY     - Date     Condition        Report By
 AE9737  HISTORY     - 1996     MONUMENTED       SDDT
 AE9737  HISTORY     - 19970520 GOOD             NGS
 AE9737
 AE9737                          STATION DESCRIPTION
 AE9737
 AE9737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9737'8.0 KM (4.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9737'STATE HIGHWAY 15 IN MILBANK, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A
 AE9737'GRAVELED ROAD, 8.7 M (28.5 FT) EAST OF THE ROAD CENTER, 5.1 M (16.7
 AE9737'FT) NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BLOCK TELEPHONE
 AE9737'BUILDING, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT)
 AE9737'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9737'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9738 ***********************************************************************
 AE9738  DESIGNATION -  12 385.12
 AE9738  PID         -  AE9738
 AE9738  STATE/COUNTY-  SD/GRANT
 AE9738  COUNTRY     -  US
 AE9738  USGS QUAD   -  MILBANK WEST (2017)
 AE9738
 AE9738                         *CURRENT SURVEY CONTROL
 AE9738  ______________________________________________________________________
 AE9738* NAD 83(1986) POSITION- 45 13 22.     (N) 096 43 14.     (W)   SCALED
 AE9738* NAVD 88 ORTHO HEIGHT -   359.888 (meters)     1180.73  (feet) ADJUSTED
 AE9738  ______________________________________________________________________
 AE9738  GEOID HEIGHT    -        -25.771 (meters)                     GEOID18
 AE9738  DYNAMIC HEIGHT  -        359.859 (meters)     1180.64  (feet) COMP
 AE9738  MODELED GRAVITY -    980,525.5   (mgal)                       NAVD 88
 AE9738
 AE9738  VERT ORDER      -  FIRST     CLASS II
 AE9738
 AE9738.The horizontal coordinates were scaled from a map and have
 AE9738.an estimated accuracy of +/- 6 seconds.
 AE9738
 AE9738.The orthometric height was determined by differential leveling and
 AE9738.adjusted by the NATIONAL GEODETIC SURVEY
 AE9738.in July 1998.
 AE9738
 AE9738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9738.GEOID18 height accuracy estimate available here.
 AE9738
 AE9738.Click photographs - Photos may exist for this station.
 AE9738
 AE9738.The dynamic height is computed by dividing the NAVD 88
 AE9738.geopotential number by the normal gravity value computed on the
 AE9738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9738.degrees latitude (g = 980.6199 gals.).
 AE9738
 AE9738.The modeled gravity was interpolated from observed gravity values.
 AE9738
 AE9738;                    North         East    Units  Estimated Accuracy
 AE9738;SPC SD N     -   159,620.      857,490.      MT  (+/- 180 meters Scaled)
 AE9738
 AE9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR789102(NAD 83)
 AE9738
 AE9738                          SUPERSEDED SURVEY CONTROL
 AE9738
 AE9738.No superseded survey control is available for this station.
 AE9738
 AE9738_MARKER: DD = SURVEY DISK
 AE9738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9738_STAMPING: 12-385.12 1996
 AE9738_MARK LOGO: SDDT
 AE9738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9738+STABILITY: SURFACE MOTION
 AE9738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9738+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9738
 AE9738  HISTORY     - Date     Condition        Report By
 AE9738  HISTORY     - 1996     MONUMENTED       SDDT
 AE9738  HISTORY     - 19970520 GOOD             NGS
 AE9738
 AE9738                          STATION DESCRIPTION
 AE9738
 AE9738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9738'6.4 KM (3.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9738'STATE HIGHWAY 15 IN MILBANK, 198.9 M (652.6 FT) EAST OF MILEPOST 385,
 AE9738'46.0 M (150.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT)
 AE9738'EAST OF THE CENTER OF 474 AVENUE, 4.1 M (13.5 FT) SOUTHEAST OF THE
 AE9738'EAST END OF A DRAIN PIPE UNDER THE AVENUE, 1.0 M (3.3 FT) BELOW THE
 AE9738'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 AE9738'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9739 ***********************************************************************
 AE9739  DESIGNATION -  12 386.05
 AE9739  PID         -  AE9739
 AE9739  STATE/COUNTY-  SD/GRANT
 AE9739  COUNTRY     -  US
 AE9739  USGS QUAD   -  MILBANK WEST (2017)
 AE9739
 AE9739                         *CURRENT SURVEY CONTROL
 AE9739  ______________________________________________________________________
 AE9739* NAD 83(1986) POSITION- 45 13 22.     (N) 096 42 08.     (W)   SCALED
 AE9739* NAVD 88 ORTHO HEIGHT -   357.494 (meters)     1172.88  (feet) ADJUSTED
 AE9739  ______________________________________________________________________
 AE9739  GEOID HEIGHT    -        -25.787 (meters)                     GEOID18
 AE9739  DYNAMIC HEIGHT  -        357.466 (meters)     1172.79  (feet) COMP
 AE9739  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 AE9739
 AE9739  VERT ORDER      -  FIRST     CLASS II
 AE9739
 AE9739.The horizontal coordinates were scaled from a map and have
 AE9739.an estimated accuracy of +/- 6 seconds.
 AE9739
 AE9739.The orthometric height was determined by differential leveling and
 AE9739.adjusted by the NATIONAL GEODETIC SURVEY
 AE9739.in July 1998.
 AE9739
 AE9739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9739.GEOID18 height accuracy estimate available here.
 AE9739
 AE9739.Click photographs - Photos may exist for this station.
 AE9739
 AE9739.The dynamic height is computed by dividing the NAVD 88
 AE9739.geopotential number by the normal gravity value computed on the
 AE9739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9739.degrees latitude (g = 980.6199 gals.).
 AE9739
 AE9739.The modeled gravity was interpolated from observed gravity values.
 AE9739
 AE9739;                    North         East    Units  Estimated Accuracy
 AE9739;SPC SD N     -   159,670.      858,920.      MT  (+/- 180 meters Scaled)
 AE9739
 AE9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR803102(NAD 83)
 AE9739
 AE9739                          SUPERSEDED SURVEY CONTROL
 AE9739
 AE9739.No superseded survey control is available for this station.
 AE9739
 AE9739_MARKER: DD = SURVEY DISK
 AE9739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9739_STAMPING: 12-386.05 1996
 AE9739_MARK LOGO: SDDT
 AE9739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9739+STABILITY: SURFACE MOTION
 AE9739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9739+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9739
 AE9739  HISTORY     - Date     Condition        Report By
 AE9739  HISTORY     - 1996     MONUMENTED       SDDT
 AE9739  HISTORY     - 19970520 GOOD             NGS
 AE9739
 AE9739                          STATION DESCRIPTION
 AE9739
 AE9739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9739'4.9 KM (3.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9739'STATE HIGHWAY 15 IN MILBANK, 60.9 M (199.8 FT) EAST OF MILEPOST 386,
 AE9739'15.1 M (49.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) EAST
 AE9739'OF THE CENTER OF 475 AVENUE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9739'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9739'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9740 ***********************************************************************
 AE9740  DESIGNATION -  12 387.05
 AE9740  PID         -  AE9740
 AE9740  STATE/COUNTY-  SD/GRANT
 AE9740  COUNTRY     -  US
 AE9740  USGS QUAD   -  MILBANK WEST (2017)
 AE9740
 AE9740                         *CURRENT SURVEY CONTROL
 AE9740  ______________________________________________________________________
 AE9740* NAD 83(1986) POSITION- 45 13 24.     (N) 096 40 56.     (W)   SCALED
 AE9740* NAVD 88 ORTHO HEIGHT -   354.457 (meters)     1162.91  (feet) ADJUSTED
 AE9740  ______________________________________________________________________
 AE9740  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 AE9740  DYNAMIC HEIGHT  -        354.429 (meters)     1162.82  (feet) COMP
 AE9740  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 AE9740
 AE9740  VERT ORDER      -  FIRST     CLASS II
 AE9740
 AE9740.The horizontal coordinates were scaled from a map and have
 AE9740.an estimated accuracy of +/- 6 seconds.
 AE9740
 AE9740.The orthometric height was determined by differential leveling and
 AE9740.adjusted by the NATIONAL GEODETIC SURVEY
 AE9740.in July 1998.
 AE9740
 AE9740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9740.GEOID18 height accuracy estimate available here.
 AE9740
 AE9740.Click photographs - Photos may exist for this station.
 AE9740
 AE9740.The dynamic height is computed by dividing the NAVD 88
 AE9740.geopotential number by the normal gravity value computed on the
 AE9740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9740.degrees latitude (g = 980.6199 gals.).
 AE9740
 AE9740.The modeled gravity was interpolated from observed gravity values.
 AE9740
 AE9740;                    North         East    Units  Estimated Accuracy
 AE9740;SPC SD N     -   159,800.      860,490.      MT  (+/- 180 meters Scaled)
 AE9740
 AE9740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR819103(NAD 83)
 AE9740
 AE9740                          SUPERSEDED SURVEY CONTROL
 AE9740
 AE9740.No superseded survey control is available for this station.
 AE9740
 AE9740_MARKER: Z = SEE DESCRIPTION
 AE9740_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9740_STAMPING: 12-387.05 1996
 AE9740_MARK LOGO: NGS
 AE9740_PROJECTION: PROJECTING 5 CENTIMETERS
 AE9740_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9740+STABILITY: POSITION/ELEVATION WELL
 AE9740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9740+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9740_ROD/PIPE-DEPTH: 6.4 meters
 AE9740_SLEEVE-DEPTH  : 1.8 meters
 AE9740
 AE9740  HISTORY     - Date     Condition        Report By
 AE9740  HISTORY     - 1996     MONUMENTED       SDDT
 AE9740  HISTORY     - 19970520 GOOD             NGS
 AE9740
 AE9740                          STATION DESCRIPTION
 AE9740
 AE9740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9740'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9740'STATE HIGHWAY 15 IN MILBANK, 54.3 M (178.1 FT) EAST OF MILEPOST 387,
 AE9740'65.8 M (215.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 34.3 M (112.5 FT)
 AE9740'NORTHEAST OF THE SOUTHEAST CORNER OF THE DEPARTMENT OF TRANSPORTATION
 AE9740'MAINTENANCE BUILDING, 11.2 M (36.7 FT) WEST OF THE CENTER OF A
 AE9740'GRAVELED ROAD, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 AE9740'(1.0 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A
 AE9740'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AE9740'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE9740'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9740'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9741 ***********************************************************************
 AE9741  DESIGNATION -  12 388.06
 AE9741  PID         -  AE9741
 AE9741  STATE/COUNTY-  SD/GRANT
 AE9741  COUNTRY     -  US
 AE9741  USGS QUAD   -  MILBANK WEST (2017)
 AE9741
 AE9741                         *CURRENT SURVEY CONTROL
 AE9741  ______________________________________________________________________
 AE9741* NAD 83(1986) POSITION- 45 13 15.     (N) 096 39 40.     (W)   SCALED
 AE9741* NAVD 88 ORTHO HEIGHT -   351.087 (meters)     1151.86  (feet) ADJUSTED
 AE9741  ______________________________________________________________________
 AE9741  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 AE9741  DYNAMIC HEIGHT  -        351.060 (meters)     1151.77  (feet) COMP
 AE9741  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 AE9741
 AE9741  VERT ORDER      -  FIRST     CLASS II
 AE9741
 AE9741.The horizontal coordinates were scaled from a map and have
 AE9741.an estimated accuracy of +/- 6 seconds.
 AE9741
 AE9741.The orthometric height was determined by differential leveling and
 AE9741.adjusted by the NATIONAL GEODETIC SURVEY
 AE9741.in July 1998.
 AE9741
 AE9741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9741.GEOID18 height accuracy estimate available here.
 AE9741
 AE9741.Click photographs - Photos may exist for this station.
 AE9741
 AE9741.The dynamic height is computed by dividing the NAVD 88
 AE9741.geopotential number by the normal gravity value computed on the
 AE9741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9741.degrees latitude (g = 980.6199 gals.).
 AE9741
 AE9741.The modeled gravity was interpolated from observed gravity values.
 AE9741
 AE9741;                    North         East    Units  Estimated Accuracy
 AE9741;SPC SD N     -   159,590.      862,160.      MT  (+/- 180 meters Scaled)
 AE9741
 AE9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR836101(NAD 83)
 AE9741
 AE9741                          SUPERSEDED SURVEY CONTROL
 AE9741
 AE9741.No superseded survey control is available for this station.
 AE9741
 AE9741_MARKER: DD = SURVEY DISK
 AE9741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9741_STAMPING: 12 388.06 1996
 AE9741_MARK LOGO: SDDT
 AE9741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9741+STABILITY: SURFACE MOTION
 AE9741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9741+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9741
 AE9741  HISTORY     - Date     Condition        Report By
 AE9741  HISTORY     - 1996     MONUMENTED       SDDT
 AE9741  HISTORY     - 19970520 GOOD             NGS
 AE9741
 AE9741                          STATION DESCRIPTION
 AE9741
 AE9741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9741'1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9741'STATE HIGHWAY 15 IN MILBANK, 113.0 M (370.7 FT) EAST OF MILEPOST 388,
 AE9741'16.6 M (54.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.9 M (52.2 FT)
 AE9741'EAST OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL
 AE9741'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AE9741'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9742 ***********************************************************************
 AE9742  DESIGNATION -  12 389.05
 AE9742  PID         -  AE9742
 AE9742  STATE/COUNTY-  SD/GRANT
 AE9742  COUNTRY     -  US
 AE9742  USGS QUAD   -  MILBANK WEST (2017)
 AE9742
 AE9742                         *CURRENT SURVEY CONTROL
 AE9742  ______________________________________________________________________
 AE9742* NAD 83(1986) POSITION- 45 13 06.     (N) 096 38 28.     (W)   SCALED
 AE9742* NAVD 88 ORTHO HEIGHT -   349.639 (meters)     1147.11  (feet) ADJUSTED
 AE9742  ______________________________________________________________________
 AE9742  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 AE9742  DYNAMIC HEIGHT  -        349.613 (meters)     1147.02  (feet) COMP
 AE9742  MODELED GRAVITY -    980,532.4   (mgal)                       NAVD 88
 AE9742
 AE9742  VERT ORDER      -  FIRST     CLASS II
 AE9742
 AE9742.The horizontal coordinates were scaled from a map and have
 AE9742.an estimated accuracy of +/- 6 seconds.
 AE9742
 AE9742.The orthometric height was determined by differential leveling and
 AE9742.adjusted by the NATIONAL GEODETIC SURVEY
 AE9742.in July 1998.
 AE9742
 AE9742.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9742.GEOID18 height accuracy estimate available here.
 AE9742
 AE9742.Click photographs - Photos may exist for this station.
 AE9742
 AE9742.The dynamic height is computed by dividing the NAVD 88
 AE9742.geopotential number by the normal gravity value computed on the
 AE9742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9742.degrees latitude (g = 980.6199 gals.).
 AE9742
 AE9742.The modeled gravity was interpolated from observed gravity values.
 AE9742
 AE9742;                    North         East    Units  Estimated Accuracy
 AE9742;SPC SD N     -   159,380.      863,740.      MT  (+/- 180 meters Scaled)
 AE9742
 AE9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR852099(NAD 83)
 AE9742
 AE9742                          SUPERSEDED SURVEY CONTROL
 AE9742
 AE9742.No superseded survey control is available for this station.
 AE9742
 AE9742_MARKER: DD = SURVEY DISK
 AE9742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9742_STAMPING: 12-389.05 1996
 AE9742_MARK LOGO: SDDT
 AE9742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9742+STABILITY: SURFACE MOTION
 AE9742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9742+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9742
 AE9742  HISTORY     - Date     Condition        Report By
 AE9742  HISTORY     - 1996     MONUMENTED       SDDT
 AE9742  HISTORY     - 19970520 GOOD             NGS
 AE9742
 AE9742                          STATION DESCRIPTION
 AE9742
 AE9742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9742'IN MILBANK, AT THE INTERSECTION OF U.S. HIGHWAY 12 AND STATE HIGHWAY
 AE9742'15, 17.4 M (57.1 FT) NORTH OF THE NORTHEAST CORNER OF STURDEVANT AUTO
 AE9742'PARTS, 15.2 M (49.9 FT) WEST OF THE CENTERLINE OF THE STATE HIGHWAY,
 AE9742'14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF THE U.S. HIGHWAY, 3.5 M
 AE9742'(11.5 FT) NORTHWEST OF A UTILITY POLE SUPPORTING A TRAFFIC SIGNAL AND
 AE9742'MILEPOST 389, 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAYS, AND THE
 AE9742'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9743 ***********************************************************************
 AE9743  DESIGNATION -  12 390.18
 AE9743  PID         -  AE9743
 AE9743  STATE/COUNTY-  SD/GRANT
 AE9743  COUNTRY     -  US
 AE9743  USGS QUAD   -  MILBANK EAST (2017)
 AE9743
 AE9743                         *CURRENT SURVEY CONTROL
 AE9743  ______________________________________________________________________
 AE9743* NAD 83(1986) POSITION- 45 13 20.     (N) 096 37 13.     (W)   SCALED
 AE9743* NAVD 88 ORTHO HEIGHT -   350.323 (meters)     1149.35  (feet) ADJUSTED
 AE9743  ______________________________________________________________________
 AE9743  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 AE9743  DYNAMIC HEIGHT  -        350.298 (meters)     1149.27  (feet) COMP
 AE9743  MODELED GRAVITY -    980,533.7   (mgal)                       NAVD 88
 AE9743
 AE9743  VERT ORDER      -  FIRST     CLASS II
 AE9743
 AE9743.The horizontal coordinates were scaled from a map and have
 AE9743.an estimated accuracy of +/- 6 seconds.
 AE9743
 AE9743.The orthometric height was determined by differential leveling and
 AE9743.adjusted by the NATIONAL GEODETIC SURVEY
 AE9743.in July 1998.
 AE9743
 AE9743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9743.GEOID18 height accuracy estimate available here.
 AE9743
 AE9743.Click photographs - Photos may exist for this station.
 AE9743
 AE9743.The dynamic height is computed by dividing the NAVD 88
 AE9743.geopotential number by the normal gravity value computed on the
 AE9743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9743.degrees latitude (g = 980.6199 gals.).
 AE9743
 AE9743.The modeled gravity was interpolated from observed gravity values.
 AE9743
 AE9743;                    North         East    Units  Estimated Accuracy
 AE9743;SPC SD N     -   159,880.      865,360.      MT  (+/- 180 meters Scaled)
 AE9743
 AE9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR868103(NAD 83)
 AE9743
 AE9743                          SUPERSEDED SURVEY CONTROL
 AE9743
 AE9743.No superseded survey control is available for this station.
 AE9743
 AE9743_MARKER: DD = SURVEY DISK
 AE9743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9743_STAMPING: 12-390.18 1996
 AE9743_MARK LOGO: SDDT
 AE9743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9743+STABILITY: SURFACE MOTION
 AE9743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9743+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9743
 AE9743  HISTORY     - Date     Condition        Report By
 AE9743  HISTORY     - 1996     MONUMENTED       SDDT
 AE9743  HISTORY     - 19970520 GOOD             NGS
 AE9743
 AE9743                          STATION DESCRIPTION
 AE9743
 AE9743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9743'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9743'STATE HIGHWAY 15 IN MILBANK, 360.0 M (1181.1 FT) EAST OF MILEPOST 390,
 AE9743'15.4 M (50.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE POOL BUILDING
 AE9743'FOR THE MANOR MOTEL, 14.8 M (48.6 FT) NORTHWEST OF AND LEVEL WITH THE
 AE9743'HIGHWAY CENTERLINE, 5.0 M (16.4 FT) SOUTHWEST OF THE EAST MOTEL
 AE9743'ENTRANCE DRIVE, 2.4 M (7.9 FT) SOUTHEAST OF A UTILITY LIGHT POLE, 2.3
 AE9743'M (7.5 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9743'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9744 ***********************************************************************
 AE9744  DESIGNATION -  12 391.04
 AE9744  PID         -  AE9744
 AE9744  STATE/COUNTY-  SD/GRANT
 AE9744  COUNTRY     -  US
 AE9744  USGS QUAD   -  MILBANK EAST (2017)
 AE9744
 AE9744                         *CURRENT SURVEY CONTROL
 AE9744  ______________________________________________________________________
 AE9744* NAD 83(1986) POSITION- 45 13 40.     (N) 096 36 18.     (W)   SCALED
 AE9744* NAVD 88 ORTHO HEIGHT -   348.289 (meters)     1142.68  (feet) ADJUSTED
 AE9744  ______________________________________________________________________
 AE9744  GEOID HEIGHT    -        -25.867 (meters)                     GEOID18
 AE9744  DYNAMIC HEIGHT  -        348.264 (meters)     1142.60  (feet) COMP
 AE9744  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 AE9744
 AE9744  VERT ORDER      -  FIRST     CLASS II
 AE9744
 AE9744.The horizontal coordinates were scaled from a map and have
 AE9744.an estimated accuracy of +/- 6 seconds.
 AE9744
 AE9744.The orthometric height was determined by differential leveling and
 AE9744.adjusted by the NATIONAL GEODETIC SURVEY
 AE9744.in July 1998.
 AE9744
 AE9744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9744.GEOID18 height accuracy estimate available here.
 AE9744
 AE9744.Click photographs - Photos may exist for this station.
 AE9744
 AE9744.The dynamic height is computed by dividing the NAVD 88
 AE9744.geopotential number by the normal gravity value computed on the
 AE9744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9744.degrees latitude (g = 980.6199 gals.).
 AE9744
 AE9744.The modeled gravity was interpolated from observed gravity values.
 AE9744
 AE9744;                    North         East    Units  Estimated Accuracy
 AE9744;SPC SD N     -   160,540.      866,530.      MT  (+/- 180 meters Scaled)
 AE9744
 AE9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR880110(NAD 83)
 AE9744
 AE9744                          SUPERSEDED SURVEY CONTROL
 AE9744
 AE9744.No superseded survey control is available for this station.
 AE9744
 AE9744_MARKER: DD = SURVEY DISK
 AE9744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9744_STAMPING: 12 391.04 1996
 AE9744_MARK LOGO: SDDT
 AE9744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9744+STABILITY: SURFACE MOTION
 AE9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9744+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9744
 AE9744  HISTORY     - Date     Condition        Report By
 AE9744  HISTORY     - 1996     MONUMENTED       SDDT
 AE9744  HISTORY     - 19970520 GOOD             NGS
 AE9744
 AE9744                          STATION DESCRIPTION
 AE9744
 AE9744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9744'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9744'STATE HIGHWAY 15 IN MILBANK, 72.0 M (236.2 FT) EAST OF MILEPOST 391,
 AE9744'31.2 M (102.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 27.1 M (88.9 FT)
 AE9744'EAST OF THE CENTER OF A PAVED ROAD, 3.1 M (10.2 FT) NORTH OF THE NORTH
 AE9744'LEG OF A BILL BOARD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9744'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9744'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9745 ***********************************************************************
 AE9745  DESIGNATION -  12 392.12
 AE9745  PID         -  AE9745
 AE9745  STATE/COUNTY-  SD/GRANT
 AE9745  COUNTRY     -  US
 AE9745  USGS QUAD   -  MILBANK EAST (2017)
 AE9745
 AE9745                         *CURRENT SURVEY CONTROL
 AE9745  ______________________________________________________________________
 AE9745* NAD 83(1986) POSITION- 45 14 09.     (N) 096 35 07.     (W)   SCALED
 AE9745* NAVD 88 ORTHO HEIGHT -   343.574 (meters)     1127.21  (feet) ADJUSTED
 AE9745  ______________________________________________________________________
 AE9745  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 AE9745  DYNAMIC HEIGHT  -        343.550 (meters)     1127.13  (feet) COMP
 AE9745  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 AE9745
 AE9745  VERT ORDER      -  FIRST     CLASS II
 AE9745
 AE9745.The horizontal coordinates were scaled from a map and have
 AE9745.an estimated accuracy of +/- 6 seconds.
 AE9745
 AE9745.The orthometric height was determined by differential leveling and
 AE9745.adjusted by the NATIONAL GEODETIC SURVEY
 AE9745.in July 1998.
 AE9745
 AE9745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9745.GEOID18 height accuracy estimate available here.
 AE9745
 AE9745.Click photographs - Photos may exist for this station.
 AE9745
 AE9745.The dynamic height is computed by dividing the NAVD 88
 AE9745.geopotential number by the normal gravity value computed on the
 AE9745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9745.degrees latitude (g = 980.6199 gals.).
 AE9745
 AE9745.The modeled gravity was interpolated from observed gravity values.
 AE9745
 AE9745;                    North         East    Units  Estimated Accuracy
 AE9745;SPC SD N     -   161,500.      868,040.      MT  (+/- 180 meters Scaled)
 AE9745
 AE9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR895119(NAD 83)
 AE9745
 AE9745                          SUPERSEDED SURVEY CONTROL
 AE9745
 AE9745.No superseded survey control is available for this station.
 AE9745
 AE9745_MARKER: DD = SURVEY DISK
 AE9745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9745_STAMPING: 12-392.12 1996
 AE9745_MARK LOGO: SDDT
 AE9745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9745+STABILITY: SURFACE MOTION
 AE9745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9745+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9745
 AE9745  HISTORY     - Date     Condition        Report By
 AE9745  HISTORY     - 1996     MONUMENTED       SDDT
 AE9745  HISTORY     - 19970520 GOOD             NGS
 AE9745
 AE9745                          STATION DESCRIPTION
 AE9745
 AE9745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9745'5.3 KM (3.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9745'STATE HIGHWAY 15 IN MILBANK, 240.0 M (787.4 FT) EAST OF MILEPOST 392,
 AE9745'29.9 M (98.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 AE9745'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) ABOVE THE
 AE9745'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND
 AE9745'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9746 ***********************************************************************
 AE9746  DESIGNATION -  12 393.30
 AE9746  PID         -  AE9746
 AE9746  STATE/COUNTY-  SD/GRANT
 AE9746  COUNTRY     -  US
 AE9746  USGS QUAD   -  MILBANK EAST (2017)
 AE9746
 AE9746                         *CURRENT SURVEY CONTROL
 AE9746  ______________________________________________________________________
 AE9746* NAD 83(1986) POSITION- 45 14 45.     (N) 096 33 58.     (W)   SCALED
 AE9746* NAVD 88 ORTHO HEIGHT -   334.853 (meters)     1098.60  (feet) ADJUSTED
 AE9746  ______________________________________________________________________
 AE9746  GEOID HEIGHT    -        -25.918 (meters)                     GEOID18
 AE9746  DYNAMIC HEIGHT  -        334.830 (meters)     1098.52  (feet) COMP
 AE9746  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 AE9746
 AE9746  VERT ORDER      -  FIRST     CLASS II
 AE9746
 AE9746.The horizontal coordinates were scaled from a map and have
 AE9746.an estimated accuracy of +/- 6 seconds.
 AE9746
 AE9746.The orthometric height was determined by differential leveling and
 AE9746.adjusted by the NATIONAL GEODETIC SURVEY
 AE9746.in July 1998.
 AE9746
 AE9746.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9746.GEOID18 height accuracy estimate available here.
 AE9746
 AE9746.Click photographs - Photos may exist for this station.
 AE9746
 AE9746.The dynamic height is computed by dividing the NAVD 88
 AE9746.geopotential number by the normal gravity value computed on the
 AE9746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9746.degrees latitude (g = 980.6199 gals.).
 AE9746
 AE9746.The modeled gravity was interpolated from observed gravity values.
 AE9746
 AE9746;                    North         East    Units  Estimated Accuracy
 AE9746;SPC SD N     -   162,680.      869,500.      MT  (+/- 180 meters Scaled)
 AE9746
 AE9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR910131(NAD 83)
 AE9746
 AE9746                          SUPERSEDED SURVEY CONTROL
 AE9746
 AE9746.No superseded survey control is available for this station.
 AE9746
 AE9746_MARKER: Z = SEE DESCRIPTION
 AE9746_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9746_STAMPING: 12-393.30 1996
 AE9746_MARK LOGO: NGS
 AE9746_PROJECTION: PROJECTING 5 CENTIMETERS
 AE9746_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9746+STABILITY: POSITION/ELEVATION WELL
 AE9746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9746+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9746_ROD/PIPE-DEPTH: 6.4 meters
 AE9746_SLEEVE-DEPTH  : 1.8 meters
 AE9746
 AE9746  HISTORY     - Date     Condition        Report By
 AE9746  HISTORY     - 1996     MONUMENTED       SDDT
 AE9746  HISTORY     - 19970520 GOOD             NGS
 AE9746
 AE9746                          STATION DESCRIPTION
 AE9746
 AE9746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9746'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9746'STATE HIGHWAY 15 IN MILBANK, 457.0 M (1499.3 FT) EAST OF MILEPOST 393,
 AE9746'28.3 M (92.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.2 M (43.3 FT)
 AE9746'WEST OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL
 AE9746'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A METAL GUARD POST, AND
 AE9746'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS
 AE9746'A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED
 AE9746'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE9746'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9748 ***********************************************************************
 AE9748  DESIGNATION -  12 395.65
 AE9748  PID         -  AE9748
 AE9748  STATE/COUNTY-  SD/GRANT
 AE9748  COUNTRY     -  US
 AE9748  USGS QUAD   -  BIG STONE LAKE SE (2017)
 AE9748
 AE9748                         *CURRENT SURVEY CONTROL
 AE9748  ______________________________________________________________________
 AE9748* NAD 83(1986) POSITION- 45 15 51.     (N) 096 31 30.     (W)   SCALED
 AE9748* NAVD 88 ORTHO HEIGHT -   329.439 (meters)     1080.83  (feet) ADJUSTED
 AE9748  ______________________________________________________________________
 AE9748  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 AE9748  DYNAMIC HEIGHT  -        329.417 (meters)     1080.76  (feet) COMP
 AE9748  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 AE9748
 AE9748  VERT ORDER      -  FIRST     CLASS II
 AE9748
 AE9748.The horizontal coordinates were scaled from a map and have
 AE9748.an estimated accuracy of +/- 6 seconds.
 AE9748
 AE9748.The orthometric height was determined by differential leveling and
 AE9748.adjusted by the NATIONAL GEODETIC SURVEY
 AE9748.in July 1998.
 AE9748
 AE9748.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9748.GEOID18 height accuracy estimate available here.
 AE9748
 AE9748.Click photographs - Photos may exist for this station.
 AE9748
 AE9748.The dynamic height is computed by dividing the NAVD 88
 AE9748.geopotential number by the normal gravity value computed on the
 AE9748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9748.degrees latitude (g = 980.6199 gals.).
 AE9748
 AE9748.The modeled gravity was interpolated from observed gravity values.
 AE9748
 AE9748;                    North         East    Units  Estimated Accuracy
 AE9748;SPC SD N     -   164,850.      872,630.      MT  (+/- 180 meters Scaled)
 AE9748
 AE9748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR941152(NAD 83)
 AE9748
 AE9748                          SUPERSEDED SURVEY CONTROL
 AE9748
 AE9748.No superseded survey control is available for this station.
 AE9748
 AE9748_MARKER: DD = SURVEY DISK
 AE9748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9748_STAMPING: 12 395.65 1996
 AE9748_MARK LOGO: SDDT
 AE9748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9748+STABILITY: SURFACE MOTION
 AE9748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9748+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9748
 AE9748  HISTORY     - Date     Condition        Report By
 AE9748  HISTORY     - 1996     MONUMENTED       SDDT
 AE9748  HISTORY     - 19970520 GOOD             NGS
 AE9748
 AE9748                          STATION DESCRIPTION
 AE9748
 AE9748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9748'5.4 KM (3.35 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9748'STATE HIGHWAY 109 IN BIG STONE CITY, 537.0 M (1761.8 FT) WEST OF
 AE9748'MILEPOST 396, 28.6 M (93.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AE9748'7.3 M (24.0 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M
 AE9748'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A
 AE9748'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9748'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9749 ***********************************************************************
 AE9749  DESIGNATION -  12 396.90
 AE9749  PID         -  AE9749
 AE9749  STATE/COUNTY-  SD/GRANT
 AE9749  COUNTRY     -  US
 AE9749  USGS QUAD   -  BIG STONE LAKE SE (2017)
 AE9749
 AE9749                         *CURRENT SURVEY CONTROL
 AE9749  ______________________________________________________________________
 AE9749* NAD 83(1986) POSITION- 45 16 30.     (N) 096 30 10.     (W)   SCALED
 AE9749* NAVD 88 ORTHO HEIGHT -   326.163 (meters)     1070.09  (feet) ADJUSTED
 AE9749  ______________________________________________________________________
 AE9749  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 AE9749  DYNAMIC HEIGHT  -        326.142 (meters)     1070.02  (feet) COMP
 AE9749  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 AE9749
 AE9749  VERT ORDER      -  FIRST     CLASS II
 AE9749
 AE9749.The horizontal coordinates were scaled from a map and have
 AE9749.an estimated accuracy of +/- 6 seconds.
 AE9749
 AE9749.The orthometric height was determined by differential leveling and
 AE9749.adjusted by the NATIONAL GEODETIC SURVEY
 AE9749.in July 1998.
 AE9749
 AE9749.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9749.GEOID18 height accuracy estimate available here.
 AE9749
 AE9749.Click photographs - Photos may exist for this station.
 AE9749
 AE9749.The dynamic height is computed by dividing the NAVD 88
 AE9749.geopotential number by the normal gravity value computed on the
 AE9749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9749.degrees latitude (g = 980.6199 gals.).
 AE9749
 AE9749.The modeled gravity was interpolated from observed gravity values.
 AE9749
 AE9749;                    North         East    Units  Estimated Accuracy
 AE9749;SPC SD N     -   166,130.      874,320.      MT  (+/- 180 meters Scaled)
 AE9749
 AE9749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR958165(NAD 83)
 AE9749
 AE9749                          SUPERSEDED SURVEY CONTROL
 AE9749
 AE9749.No superseded survey control is available for this station.
 AE9749
 AE9749_MARKER: DD = SURVEY DISK
 AE9749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9749_STAMPING: 12 396.90 1996
 AE9749_MARK LOGO: SDDT
 AE9749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9749+STABILITY: SURFACE MOTION
 AE9749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9749+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9749
 AE9749  HISTORY     - Date     Condition        Report By
 AE9749  HISTORY     - 1996     MONUMENTED       SDDT
 AE9749  HISTORY     - 19970520 GOOD             NGS
 AE9749
 AE9749                          STATION DESCRIPTION
 AE9749
 AE9749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9749'3.4 KM (2.10 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9749'STATE HIGHWAY 109 IN BIG STONE CITY, 96.0 M (315.0 FT) WEST OF
 AE9749'MILEPOST 397, 28.6 M (93.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AE9749'6.5 M (21.3 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M
 AE9749'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A
 AE9749'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9750 ***********************************************************************
 AE9750  DESIGNATION -  12 397.92
 AE9750  PID         -  AE9750
 AE9750  STATE/COUNTY-  SD/GRANT
 AE9750  COUNTRY     -  US
 AE9750  USGS QUAD   -  ORTONVILLE (2019)
 AE9750
 AE9750                         *CURRENT SURVEY CONTROL
 AE9750  ______________________________________________________________________
 AE9750* NAD 83(1986) POSITION- 45 16 56.     (N) 096 29 12.     (W)   SCALED
 AE9750* NAVD 88 ORTHO HEIGHT -   320.969 (meters)     1053.05  (feet) ADJUSTED
 AE9750  ______________________________________________________________________
 AE9750  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 AE9750  DYNAMIC HEIGHT  -        320.947 (meters)     1052.97  (feet) COMP
 AE9750  MODELED GRAVITY -    980,541.7   (mgal)                       NAVD 88
 AE9750
 AE9750  VERT ORDER      -  FIRST     CLASS II
 AE9750
 AE9750.The horizontal coordinates were scaled from a map and have
 AE9750.an estimated accuracy of +/- 6 seconds.
 AE9750
 AE9750.The orthometric height was determined by differential leveling and
 AE9750.adjusted by the NATIONAL GEODETIC SURVEY
 AE9750.in July 1998.
 AE9750
 AE9750.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9750.GEOID18 height accuracy estimate available here.
 AE9750
 AE9750.Click photographs - Photos may exist for this station.
 AE9750
 AE9750.The dynamic height is computed by dividing the NAVD 88
 AE9750.geopotential number by the normal gravity value computed on the
 AE9750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9750.degrees latitude (g = 980.6199 gals.).
 AE9750
 AE9750.The modeled gravity was interpolated from observed gravity values.
 AE9750
 AE9750;                    North         East    Units  Estimated Accuracy
 AE9750;SPC SD N     -   166,990.      875,550.      MT  (+/- 180 meters Scaled)
 AE9750
 AE9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR971173(NAD 83)
 AE9750
 AE9750                          SUPERSEDED SURVEY CONTROL
 AE9750
 AE9750.No superseded survey control is available for this station.
 AE9750
 AE9750_MARKER: DD = SURVEY DISK
 AE9750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9750_STAMPING: 12 397.92 1996
 AE9750_MARK LOGO: SDDT
 AE9750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9750+STABILITY: SURFACE MOTION
 AE9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9750+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9750
 AE9750  HISTORY     - Date     Condition        Report By
 AE9750  HISTORY     - 1996     MONUMENTED       SDDT
 AE9750  HISTORY     - 19970520 GOOD             NGS
 AE9750
 AE9750                          STATION DESCRIPTION
 AE9750
 AE9750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9750'1.8 KM (1.10 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9750'STATE HIGHWAY 109 IN BIG STONE CITY, 132.0 M (433.1 FT) WEST OF
 AE9750'MILEPOST 398, 26.6 M (87.3 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AE9750'18.3 M (60.0 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 6.1 M (20.0
 AE9750'FT) SOUTH OF THE SOUTH LEG OF A BILL BOARD, 1.0 M (3.3 FT) BELOW THE
 AE9750'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND
 AE9750'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9751 ***********************************************************************
 AE9751  CBN         -  This is a Cooperative Base Network Control Station.
 AE9751  DESIGNATION -  12 399.05
 AE9751  PID         -  AE9751
 AE9751  STATE/COUNTY-  SD/GRANT
 AE9751  COUNTRY     -  US
 AE9751  USGS QUAD   -  ORTONVILLE (2019)
 AE9751
 AE9751                         *CURRENT SURVEY CONTROL
 AE9751  ______________________________________________________________________
 AE9751* NAD 83(2011) POSITION- 45 17 28.84092(N) 096 28 05.07722(W)   ADJUSTED
 AE9751* NAD 83(2011) ELLIP HT-   296.328 (meters)        (06/27/12)   ADJUSTED
 AE9751* NAD 83(2011) EPOCH   -  2010.00
 AE9751* NAVD 88 ORTHO HEIGHT -   322.385 (meters)     1057.69  (feet) ADJUSTED
 AE9751  ______________________________________________________________________
 AE9751  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 AE9751  NAD 83(2011) X  -   -506,342.699 (meters)                     COMP
 AE9751  NAD 83(2011) Y  - -4,466,235.477 (meters)                     COMP
 AE9751  NAD 83(2011) Z  -  4,510,395.744 (meters)                     COMP
 AE9751  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 AE9751  DYNAMIC HEIGHT  -        322.364 (meters)     1057.62  (feet) COMP
 AE9751  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 AE9751
 AE9751  VERT ORDER      -  FIRST     CLASS II
 AE9751
 AE9751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9751  Standards:
 AE9751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9751  -------------------------------------------------------------------
 AE9751  NETWORK    0.33   0.59           0.15   0.12   0.30     -0.02645990
 AE9751  -------------------------------------------------------------------
 AE9751  Click here for local accuracies and other accuracy information.
 AE9751
 AE9751.The horizontal coordinates were established by GPS observations
 AE9751.and adjusted by the National Geodetic Survey in June 2012.
 AE9751
 AE9751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9751.been affixed to the stable North American tectonic plate. See 
 AE9751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9751
 AE9751.The horizontal coordinates are valid at the epoch date displayed above
 AE9751.which is a decimal equivalence of Year/Month/Day.
 AE9751
 AE9751.The orthometric height was determined by differential leveling and
 AE9751.adjusted by the NATIONAL GEODETIC SURVEY
 AE9751.in July 1998.
 AE9751
 AE9751.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9751.GEOID18 height accuracy estimate available here.
 AE9751
 AE9751.Click photographs - Photos may exist for this station.
 AE9751
 AE9751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9751
 AE9751.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9751
 AE9751.The ellipsoidal height was determined by GPS observations
 AE9751.and is referenced to NAD 83.
 AE9751
 AE9751.The dynamic height is computed by dividing the NAVD 88
 AE9751.geopotential number by the normal gravity value computed on the
 AE9751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9751.degrees latitude (g = 980.6199 gals.).
 AE9751
 AE9751.The modeled gravity was interpolated from observed gravity values.
 AE9751
 AE9751. The following values were computed from the NAD 83(2011) position.
 AE9751
 AE9751;                    North         East     Units Scale Factor Converg.
 AE9751;SPC SD N     -   168,061.831   876,963.712   MT  0.99994788   +2 29 58.8
 AE9751;SPC SD N     -   551,382.86  2,877,171.78   sFT  0.99994788   +2 29 58.8
 AE9751;UTM  14      - 5,018,434.600   698,539.788   MT  1.00008468   +1 48 00.0
 AE9751
 AE9751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9751!SPC SD N     -   0.99995354  x   0.99994788  =   0.99990143
 AE9751!UTM  14      -   0.99995354  x   1.00008468  =   1.00003822
 AE9751
 AE9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9853918434(NAD 83)
 AE9751
 AE9751                          SUPERSEDED SURVEY CONTROL
 AE9751
 AE9751  NAD 83(2007)-  45 17 28.84088(N)    096 28 05.07819(W) AD(2002.00) 0
 AE9751  ELLIP H (02/10/07)  296.362  (m)                       GP(2002.00)    
 AE9751  NAD 83(1996)-  45 17 28.84063(N)    096 28 05.07795(W) AD(       ) A
 AE9751  ELLIP H (06/23/03)  296.369  (m)                       GP(       ) 3 1
 AE9751  NAVD 88             322.39   (m)         1057.7    (f) LEVELING    3  
 AE9751
 AE9751.Superseded values are not recommended for survey control.
 AE9751
 AE9751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9751.See file dsdata.pdf to determine how the superseded data were derived.
 AE9751
 AE9751_MARKER: P = PIPE CAP
 AE9751_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9751_STAMPING: 12 399.05 1996
 AE9751_MARK LOGO: SDDT
 AE9751_PROJECTION: FLUSH
 AE9751_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9751+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2025
 AE9751_ROD/PIPE-DEPTH: 6.40 meters
 AE9751_SLEEVE-DEPTH  : 1.80 meters
 AE9751
 AE9751  HISTORY     - Date     Condition        Report By
 AE9751  HISTORY     - 19960401 MONUMENTED       SDDT
 AE9751  HISTORY     - 19970520 GOOD             NGS
 AE9751  HISTORY     - 20020604 GOOD             SDDT
 AE9751  HISTORY     - 20151001 GOOD             MNDT
 AE9751  HISTORY     - 20190717 GOOD             MNDT
 AE9751  HISTORY     - 20240814 GOOD             MNDT
 AE9751  HISTORY     - 20250326 GOOD             MNDT
 AE9751
 AE9751                          STATION DESCRIPTION
 AE9751
 AE9751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9751'IN BIG STONE CITY, AT THE INTERSECTION OF U.S. HIGHWAY 12 AND STATE
 AE9751'HIGHWAY 109, 74.6 M (244.8 FT) EAST OF MILEPOST 399, 31.4 M (103.0 FT)
 AE9751'WEST OF THE CENTERLINE OF THE STATE HIGHWAY, 20.7 M (67.9 FT) NORTH OF
 AE9751'THE CENTERLINE OF THE U.S. HIGHWAY, 5.9 M (19.4 FT) WEST OF A UTILITY
 AE9751'POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE9751'NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AE9751'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9751'STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9751'ACCESS TO THE LOGO CAP IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AE9751'4-INCH PVC CAP.
 AE9751
 AE9751                          STATION RECOVERY (2002)
 AE9751
 AE9751'RECOVERY NOTE BY SD DEPT OF TRANSP 2002
 AE9751'RECOVERED AS DESCRIBED
 AE9751'
 AE9751
 AE9751                          STATION RECOVERY (2015)
 AE9751
 AE9751'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 AE9751'IN BIG STONE CITY, AT JUNCTION OF TRUNK HIGHWAY 12 AND HIGHWAY 109 IN
 AE9751'BIG STONE CITY, 244.8 FEET EAST OF MILEPOST 399, 103.0 FEET WEST OF
 AE9751'TRUNK HIGHWAY 109, 67.9 FEET NORTH OF TRUNK HIGHWAY 12, 19.4 FEET WEST
 AE9751'OF UTILITY POLE, 1.0 FOOT SOUTH OF WITNESS POST.
 AE9751
 AE9751                          STATION RECOVERY (2019)
 AE9751
 AE9751'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (SEL)
 AE9751'RECOVERED AS DESCRIBED.
 AE9751
 AE9751                          STATION RECOVERY (2024)
 AE9751
 AE9751'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 AE9751'THE MARK IS LOCATED ABOUT IN BIG STONE CITY, AT THE JUNCTION OF TRUNK
 AE9751'HIGHWAY 12 AND HIGHWAY 109 IN BIG STONE CITY, 244.8 FT (74.6 M) EAST
 AE9751'OF MILEPOST 399, 103.0 FT (31.4 M) WEST OF TRUNK HIGHWAY 109, 67.9 FT
 AE9751'(20.7 M) NORTH OF TRUNK HIGHWAY 12, 19.4 FT (5.9 M) WEST OF UTILITY
 AE9751'POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AE9751
 AE9751                          STATION RECOVERY (2025)
 AE9751
 AE9751'RECOVERY NOTE BY MN DEPT OF TRANSP 2025 (AJH)
 AE9751'THE MARK IS LOCATED ABOUT IN BIG STONE CITY, AT THE JUNCTION OF TRUNK
 AE9751'HIGHWAY 12 AND HIGHWAY 109 IN BIG STONE CITY, 244.8 FT (74.6 M) EAST
 AE9751'OF MILEPOST 399, 103.0 FT (31.4 M) WEST OF TRUNK HIGHWAY 109, 67.9 FT
 AE9751'(20.7 M) NORTH OF TRUNK HIGHWAY 12, 19.4 FT (5.9 M) WEST OF UTILITY
 AE9751'POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7866 ***********************************************************************
 AC7866  CBN         -  This is a Cooperative Base Network Control Station.
 AC7866  DESIGNATION -  12 RDM
 AC7866  PID         -  AC7866
 AC7866  STATE/COUNTY-  SD/SHANNON
 AC7866  COUNTRY     -  US
 AC7866  USGS QUAD   -  WILLOW CREEK NE (2017)
 AC7866
 AC7866                         *CURRENT SURVEY CONTROL
 AC7866  ______________________________________________________________________
 AC7866* NAD 83(2011) POSITION- 43 26 46.97257(N) 102 51 54.48512(W)   ADJUSTED
 AC7866* NAD 83(2011) ELLIP HT-   919.810 (meters)        (06/27/12)   ADJUSTED
 AC7866* NAD 83(2011) EPOCH   -  2010.00
 AC7866* NAVD 88 ORTHO HEIGHT -   937.4   (meters)     3075.    (feet) GPS OBS
 AC7866  ______________________________________________________________________
 AC7866  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7866  GEOID HEIGHT    -        -17.516 (meters)                     GEOID96
 AC7866  GEOID HEIGHT    -        -17.589 (meters)                     GEOID18
 AC7866  NAD 83(2011) X  - -1,032,829.465 (meters)                     COMP
 AC7866  NAD 83(2011) Y  - -4,522,213.858 (meters)                     COMP
 AC7866  NAD 83(2011) Z  -  4,364,271.216 (meters)                     COMP
 AC7866  LAPLACE CORR    -         -6.64  (seconds)                    DEFLEC18
 AC7866
 AC7866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7866  Standards:
 AC7866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7866  -------------------------------------------------------------------
 AC7866  NETWORK    0.94   2.45           0.44   0.30   1.25     -0.10087175
 AC7866  -------------------------------------------------------------------
 AC7866  Click here for local accuracies and other accuracy information.
 AC7866
 AC7866.The horizontal coordinates were established by GPS observations
 AC7866.and adjusted by the National Geodetic Survey in June 2012.
 AC7866
 AC7866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7866.been affixed to the stable North American tectonic plate. See 
 AC7866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7866
 AC7866.The horizontal coordinates are valid at the epoch date displayed above
 AC7866.which is a decimal equivalence of Year/Month/Day.
 AC7866
 AC7866.The orthometric height was determined by GPS observations and a
 AC7866.high-resolution geoid model.
 AC7866
 AC7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7866.GEOID18 height accuracy estimate available here.
 AC7866
 AC7866.Click photographs - Photos may exist for this station.
 AC7866
 AC7866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7866
 AC7866.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7866
 AC7866.The ellipsoidal height was determined by GPS observations
 AC7866.and is referenced to NAD 83.
 AC7866
 AC7866. The following values were computed from the NAD 83(2011) position.
 AC7866
 AC7866;                    North         East     Units Scale Factor Converg.
 AC7866;SPC SD S     -   126,772.659   395,105.103   MT  0.99991136   -1 44 47.6
 AC7866;SPC SD S     -   415,919.97  1,296,273.99   sFT  0.99991136   -1 44 47.6
 AC7866;UTM  13      - 4,812,600.298   672,746.634   MT  0.99996708   +1 28 06.4
 AC7866
 AC7866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7866!SPC SD S     -   0.99985578  x   0.99991136  =   0.99976715
 AC7866!UTM  13      -   0.99985578  x   0.99996708  =   0.99982287
 AC7866
 AC7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7274612600(NAD 83)
 AC7866
 AC7866                          SUPERSEDED SURVEY CONTROL
 AC7866
 AC7866  NAD 83(2007)-  43 26 46.97243(N)    102 51 54.48623(W) AD(2002.00) 0
 AC7866  ELLIP H (02/10/07)  919.838  (m)                       GP(2002.00)    
 AC7866  ELLIP H (04/15/04)  919.823  (m)                       GP(       ) 2 1
 AC7866  NAD 83(1996)-  43 26 46.97178(N)    102 51 54.48634(W) AD(       ) B
 AC7866  ELLIP H (04/18/97)  919.871  (m)                       GP(       ) 4 1
 AC7866
 AC7866.Superseded values are not recommended for survey control.
 AC7866
 AC7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7866.See file dsdata.pdf to determine how the superseded data were derived.
 AC7866
 AC7866_MARKER: DB = BENCH MARK DISK
 AC7866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7866_STAMPING: 12 RDM 1949 3073.9
 AC7866_MARK LOGO: USGS
 AC7866_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7866+STABILITY: SURFACE MOTION
 AC7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7866+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 AC7866
 AC7866  HISTORY     - Date     Condition        Report By
 AC7866  HISTORY     - 1949     MONUMENTED       USGS
 AC7866  HISTORY     - 19960820 GOOD             NGS
 AC7866  HISTORY     - 20230829 MARK NOT FOUND   SDDT
 AC7866
 AC7866                          STATION DESCRIPTION
 AC7866
 AC7866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7866'THE STATION IS LOCATED ABOUT 33.0 MI (53.1 KM) SOUTHEAST OF HERMOSA,
 AC7866'23.0 MI (37.0 KM) EAST OF BUFFALO GAP, AND 10.0 MI (16.1 KM) NORTH OF
 AC7866'THE JUNCTION OF THE WHITE RIVER, ON BUREAU OF INDIAN AFFAIRS HIGHWAY
 AC7866'41.  OWNERSHIP--THE PINE RIDGE INDIAN RESERVATION.  TO REACH THE
 AC7866'STATION FROM THE POST OFFICE IN BUFFALO GAP, GO SOUTH ON 2ND STREET
 AC7866'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MAIN STREET (CUSTER COUNTY ROAD
 AC7866'656), TURN LEFT AND GO EAST ON MAIN STREET AND THE COUNTY ROAD FOR
 AC7866'18.6 MI (29.9 KM) TO THE END OF THE COUNTY ROAD AND THE BEGINNING OF
 AC7866'BUREAU OF INDIAN AFFAIRS ROAD 2 AT THE PINE RIDGE RESERVATION
 AC7866'BOUNDARY, CONTINUE EAST ON INDIAN ROAD 2 FOR 6.4 MI (10.3 KM) TO THE
 AC7866'JUNCTION OF BUREAU OF INDIAN AFFAIRS ROAD 41, TURN RIGHT AND GO SOUTH
 AC7866'ON INDIAN ROAD 41 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT. THE
 AC7866'STATION IS LOCATED 32.4 M (106.3 FT) EAST OF AND LEVEL WITH THE ROAD
 AC7866'CENTERLINE, 7.4 M (24.3 FT) NORTHEAST OF THE MOST NORTHERLY OF 3
 AC7866'BRACED FENCE POSTS, 7.0 M (23.0 FT) SOUTHEAST OF A WITNESS POST, 6.3 M
 AC7866'(20.7 FT) EAST-SOUTHEAST OF THE MOST SOUTHERLY OF 3 BRACED FENCE
 AC7866'POSTS, 5.8 M (19.0 FT) EAST OF A FENCE, 1.0 M (3.3 FT) NORTH OF THE
 AC7866'EXTENDED CENTER OF A FIELD ENTRANCE, AND THE DISK IS SET ON TOP OF AN
 AC7866'0.3 M (1.0 FT) ROUND CONCRETE MONUMENT THAT PROJECTS 0.06 M (0.20 FT)
 AC7866'ABOVE THE GROUND SURFACE.  NOTE--USE WITH CAUTION THE MONUMENT LEANS
 AC7866'TO THE WEST BUT IS SOLID IN PLACE.  A PUNCH POINT WAS MADE AT THIS
 AC7866'TIME AT THE MIDDLE OF A CROSS AT THE CENTER OF THE DISK.
 AC7866
 AC7866                          STATION RECOVERY (2023)
 AC7866
 AC7866'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 AC7866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0776 ***********************************************************************
 OS0776  DESIGNATION -  12 RM 1
 OS0776  PID         -  OS0776
 OS0776  STATE/COUNTY-  SD/HAAKON
 OS0776  COUNTRY     -  US
 OS0776  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0776
 OS0776                         *CURRENT SURVEY CONTROL
 OS0776  ______________________________________________________________________
 OS0776* NAD 83(1996) POSITION- 43 59 42.10688(N) 101 38 49.54400(W)   ADJUSTED
 OS0776* NAVD 88 ORTHO HEIGHT -   740.    (meters)     2428.    (feet) SCALED
 OS0776  ______________________________________________________________________
 OS0776  GEOID HEIGHT    -        -21.164 (meters)                     GEOID18
 OS0776  LAPLACE CORR    -         -8.90  (seconds)                    DEFLEC18
 OS0776  HORZ ORDER      -  SECOND
 OS0776
 OS0776.The horizontal coordinates were established by classical geodetic methods
 OS0776.and adjusted by the National Geodetic Survey in January 1998.
 OS0776
 OS0776.The orthometric height was scaled from a topographic map.
 OS0776
 OS0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0776.GEOID18 height accuracy estimate available here.
 OS0776
 OS0776.Click photographs - Photos may exist for this station.
 OS0776
 OS0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0776
 OS0776. The following values were computed from the NAD 83(1996) position.
 OS0776
 OS0776;                    North         East     Units Scale Factor Converg.
 OS0776;SPC SD S     -   185,436.068   494,631.272   MT  0.99992844   -0 54 22.7
 OS0776;SPC SD S     -   608,384.83  1,622,802.76   sFT  0.99992844   -0 54 22.7
 OS0776;UTM  14      - 4,874,727.650   287,750.991   MT  1.00015411   -1 50 21.6
 OS0776
 OS0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0776!SPC SD S     -   0.99988722  x   0.99992844  =   0.99981567
 OS0776!UTM  14      -   0.99988722  x   1.00015411  =   1.00004132
 OS0776
 OS0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8775074727(NAD 83)
 OS0776
 OS0776                          SUPERSEDED SURVEY CONTROL
 OS0776
 OS0776  NAD 83(1995)-  43 59 42.09912(N)    101 38 49.54560(W) AD(       ) 2
 OS0776  NAD 83(1986)-  43 59 42.10001(N)    101 38 49.54643(W) AD(       ) 2
 OS0776  NAD 27      -  43 59 42.14000(N)    101 38 48.03000(W) AD(       ) 2
 OS0776
 OS0776.Superseded values are not recommended for survey control.
 OS0776
 OS0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0776.See file dsdata.pdf to determine how the superseded data were derived.
 OS0776
 OS0776_MARKER: DD = SURVEY DISK
 OS0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0776_STAMPING: REFERENCE NO 1 1924
 OS0776_MARK LOGO: USGLO
 OS0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0776+STABILITY: SURFACE MOTION
 OS0776
 OS0776  HISTORY     - Date     Condition        Report By
 OS0776  HISTORY     - 1924     MONUMENTED       USGLO
 OS0776
 OS0776                          STATION DESCRIPTION
 OS0776
 OS0776'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OS0776'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND
 OS0776'BEARS TO THE NE, 14.668 METERS INCLINED DISTANCE FROM THE
 OS0776'STATION N 34 DEG 03 MIN E.
 OS0776'
 OS0776'THE STANDARD CORNER OF SECS. 31 AND 36, T 1 N, RS 20 21 E,
 OS0776'BLACK HILLS MERIDIAN, ON THE BASE LINE AND THE FIFTH GUIDE
 OS0776'MERIDIAN E, AND ON THE HAAKON-JACKSON COUNTY LINE.
 OS0776'REFERENCE MARK NO. 1 IS 14.603 METERS (47.91 FEET) NORTHEAST
 OS0776'OF THE STATION.  IT IS A STANDARD U.S. GENERAL LAND OFFICE
 OS0776'SURVEY BRASS DISK THAT IS SET IN A 12-INCH SQUARE CONCRETE
 OS0776'BLOCK THAT PROJECTS 2 INCHES, AND IS STAMPED REFERENCE NO 1 1924.
 OS0776'
 OS0776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 OS0776'AND STATE HIGHWAY 73 IN PHILIP, GO SOUTH ON U.S. HIGHWAY 14 AND
 OS0776'STATE HIGHWAY 73 FOR 1.85 MILES TO A GRADED DIRT ROAD STRAIGHT
 OS0776'AHEAD.  GO SOUTH AND EAST ON GRADED DIRT ROAD FOR 1.25 MILES
 OS0776'TO THE STATION ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0774 ***********************************************************************
 OS0774  DESIGNATION -  12 RM 2
 OS0774  PID         -  OS0774
 OS0774  STATE/COUNTY-  SD/HAAKON
 OS0774  COUNTRY     -  US
 OS0774  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0774
 OS0774                         *CURRENT SURVEY CONTROL
 OS0774  ______________________________________________________________________
 OS0774* NAD 83(1996) POSITION- 43 59 47.48466(N) 101 38 51.13595(W)   ADJUSTED
 OS0774* NAVD 88 ORTHO HEIGHT -   748.5   (meters)     2456.    (feet) VERTCON3
 OS0774  ______________________________________________________________________
 OS0774  GEOID HEIGHT    -        -21.163 (meters)                     GEOID18
 OS0774  LAPLACE CORR    -         -8.91  (seconds)                    DEFLEC18
 OS0774  HORZ ORDER      -  SECOND
 OS0774
 OS0774.The horizontal coordinates were established by classical geodetic methods
 OS0774.and adjusted by the National Geodetic Survey in January 1998.
 OS0774
 OS0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0774
 OS0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0774.GEOID18 height accuracy estimate available here.
 OS0774
 OS0774.Click photographs - Photos may exist for this station.
 OS0774
 OS0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0774
 OS0774. The following values were computed from the NAD 83(1996) position.
 OS0774
 OS0774;                    North         East     Units Scale Factor Converg.
 OS0774;SPC SD S     -   185,602.579   494,598.434   MT  0.99992862   -0 54 23.8
 OS0774;SPC SD S     -   608,931.13  1,622,695.03   sFT  0.99992862   -0 54 23.8
 OS0774;UTM  14      - 4,874,894.712   287,720.863   MT  1.00015426   -1 50 22.9
 OS0774
 OS0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0774!SPC SD S     -   0.99988597  x   0.99992862  =   0.99981460
 OS0774!UTM  14      -   0.99988597  x   1.00015426  =   1.00004021
 OS0774
 OS0774:                Primary Azimuth Mark                     Grid Az
 OS0774:SPC SD S     -  PHILIP                                   217 42 46.2
 OS0774:UTM  14      -  PHILIP                                   218 38 45.3
 OS0774
 OS0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8772074894(NAD 83)
 OS0774
 OS0774|---------------------------------------------------------------------|
 OS0774| PID    Reference Object                     Distance      Geod. Az  |
 OS0774|                                                           dddmmss.s |
 OS0774| OS0775 GLO 12                              180.160 METERS 17117     |
 OS0774| OS0772 PHILIP                              APPROX. 7.9 KM 2164822.4 |
 OS0774|---------------------------------------------------------------------|
 OS0774
 OS0774                          SUPERSEDED SURVEY CONTROL
 OS0774
 OS0774  NAD 83(1995)-  43 59 47.47689(N)    101 38 51.13756(W) AD(       ) 2
 OS0774  NAD 83(1986)-  43 59 47.47776(N)    101 38 51.13838(W) AD(       ) 2
 OS0774  NAD 27      -  43 59 47.51600(N)    101 38 49.62400(W) AD(       ) 2
 OS0774  NGVD 29 (07/19/86)  748.0    (m)         2454.     (f) VERT ANG       
 OS0774
 OS0774.Superseded values are not recommended for survey control.
 OS0774
 OS0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0774.See file dsdata.pdf to determine how the superseded data were derived.
 OS0774
 OS0774_MARKER: DD = SURVEY DISK
 OS0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0774_STAMPING: REFERENCE NO 2 1924
 OS0774_MARK LOGO: USGLO
 OS0774_PROJECTION: RECESSED 10 CENTIMETERS
 OS0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0774+STABILITY: SURFACE MOTION
 OS0774
 OS0774  HISTORY     - Date     Condition        Report By
 OS0774  HISTORY     - 1924     MONUMENTED       USGLO
 OS0774  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OS0774  HISTORY     - 1950     SEE DESCRIPTION  CGS
 OS0774
 OS0774                          STATION DESCRIPTION
 OS0774
 OS0774'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0774'THE STANDARD CORNER OF SECS. 31 AND 36, T 1 N, RS 20 21 E,
 OS0774'BLACK HILLS MERIDIAN, ON THE BASE LINE AND THE FIFTH GUIDE
 OS0774'MERIDIAN E, AND ON THE HAAKON-JACKSON COUNTY LINE.
 OS0774'
 OS0774'THE ORIGINAL MONUMENT IS A SMALL STONE MARKED WITH A CROSS
 OS0774'AND A GLASS VIAL CONTAINING A PIECE OF CARDBOARD MARKED SC T.
 OS0774'1 N, R 20 AND 21 E, SECS. 31 AND 36, DEPOSITED IN A MOUND OF
 OS0774'EARTH, WITNESSED BY THREE PITS.
 OS0774'
 OS0774'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 4 INCHES
 OS0774'BENEATH SURFACE OF GROUND.
 OS0774'
 OS0774'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND
 OS0774'BEARS TO THE NE, 14.668 METERS INCLINED DISTANCE FROM THE
 OS0774'STATION N 34 DEG 03 MIN E.  REFERENCE MARK
 OS0774'NO. 2--A BRASS DISK SET IN CONCRETE, AND BEARS TO THE NNW, 180.388
 OS0774'METERS INCLINED DISTANCE FROM THE STATION N 08 DEG 43 MIN W.
 OS0774'
 OS0774'NOTE--THIS REFERENCE MARK SERVED AS AN ECCENTRIC STATION.
 OS0774
 OS0774                          STATION RECOVERY (1935)
 OS0774
 OS0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0774'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DESCRIPTION
 OS0774'OF THE STATION AND REFERENCE MARKS WAS FOUND TO BE CORRECT.
 OS0774
 OS0774                          STATION RECOVERY (1950)
 OS0774
 OS0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OS0774'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 OS0774'BE IN GOOD CONDITION.  A HORIZONTAL MEASUREMENT WAS MADE
 OS0774'FROM THE STATION TO REFERENCE MARK NO. 1.  THE MEASURED DISTANCE
 OS0774'TO REFERENCE MARK NO. 2 WAS NOT OBTAINED IN 1950 AS WELL AS
 OS0774'OBSERVED DIRECTION TO REFERENCE MARK NO. 1 AND 2.  SINCE THE
 OS0774'1924 DESCRIPTION TO REACH THE STATION WAS NOT AVAILABLE A
 OS0774'NEW DESCRIPTION FOLLOWS.
 OS0774'
 OS0774'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF PHILIP, ABOUT
 OS0774'250 FEET SOUTH OF A POWER LINE AND GRADED DIRT ROAD, AND 2 FEET
 OS0774'NORTH OF THE HAAKON - JACKSON COUNTY LINE FENCE.  IT IS A
 OS0774'STANDARD U.S. GENERAL LAND OFFICE SURVEY BRASS DISK THAT
 OS0774'IS SET IN A 12-INCH SQUARE CONCRETE BLOCK THAT IS FLUSH
 OS0774'WITH THE GROUND, AND IS STAMPED S C, T 1 N, R 20 E, S 36, R
 OS0774'21 E, S 31 1924.
 OS0774'
 OS0774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 OS0774'AND STATE HIGHWAY 73 IN PHILIP, GO SOUTH ON U.S. HIGHWAY 14 AND
 OS0774'STATE HIGHWAY 73 FOR 1.85 MILES TO A GRADED DIRT ROAD STRAIGHT
 OS0774'AHEAD.  GO SOUTH AND EAST ON GRADED DIRT ROAD FOR 1.25 MILES
 OS0774'TO THE STATION ON THE RIGHT AS DESCRIBED.
 OS0774'
 OS0774'REFERENCE MARK NO. 1 IS 14.603 METERS (47.91 FEET) NORTHEAST
 OS0774'OF THE STATION.  IT IS A STANDARD U.S. GENERAL LAND OFFICE
 OS0774'SURVEY BRASS DISK THAT IS SET IN A 12-INCH SQUARE CONCRETE
 OS0774'BLOCK THAT PROJECTS 2 INCHES, AND IS STAMPED REFERENCE NO 1 1924.
 OS0774'
 OS0774'REFERENCE MARK NO. 2 IS NORTH NORTHWEST OF THE STATION, 93
 OS0774'FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD, AND 67 FEET
 OS0774'NORTH OF AN EAST - WEST FENCE LINE.  IT IS A STANDARD U.S.
 OS0774'GENERAL LAND OFFICE SURVEY BRASS DISK THAT IS SET IN A 12-INCH
 OS0774'SQUARE CONCRETE BLOCK THAT PROJECTS 2 INCHES, AND IS STAMPED
 OS0774'REFERENCE NO 2 1924.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1037 ***********************************************************************
 OS1037  DESIGNATION -  12 SJS
 OS1037  PID         -  OS1037
 OS1037  STATE/COUNTY-  SD/BENNETT
 OS1037  COUNTRY     -  US
 OS1037  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1037
 OS1037                         *CURRENT SURVEY CONTROL
 OS1037  ______________________________________________________________________
 OS1037* NAD 83(1986) POSITION- 43 12 56.     (N) 101 30 50.     (W)   SCALED
 OS1037* NAVD 88 ORTHO HEIGHT -   917.822 (meters)     3011.22  (feet) ADJUSTED
 OS1037  ______________________________________________________________________
 OS1037  GEOID HEIGHT    -        -20.373 (meters)                     GEOID18
 OS1037  DYNAMIC HEIGHT  -        917.448 (meters)     3009.99  (feet) COMP
 OS1037  MODELED GRAVITY -    980,181.2   (mgal)                       NAVD 88
 OS1037
 OS1037  VERT ORDER      -  FIRST     CLASS II
 OS1037
 OS1037.The horizontal coordinates were scaled from a map and have
 OS1037.an estimated accuracy of +/- 6 seconds.
 OS1037
 OS1037.The orthometric height was determined by differential leveling and
 OS1037.adjusted by the NATIONAL GEODETIC SURVEY
 OS1037.in June 1994.
 OS1037
 OS1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1037.GEOID18 height accuracy estimate available here.
 OS1037
 OS1037.Click photographs - Photos may exist for this station.
 OS1037
 OS1037.The dynamic height is computed by dividing the NAVD 88
 OS1037.geopotential number by the normal gravity value computed on the
 OS1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1037.degrees latitude (g = 980.6199 gals.).
 OS1037
 OS1037.The modeled gravity was interpolated from observed gravity values.
 OS1037
 OS1037;                    North         East    Units  Estimated Accuracy
 OS1037;SPC SD S     -    98,690.      504,080.      MT  (+/- 180 meters Scaled)
 OS1037
 OS1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN958878(NAD 83)
 OS1037
 OS1037                          SUPERSEDED SURVEY CONTROL
 OS1037
 OS1037.No superseded survey control is available for this station.
 OS1037
 OS1037_MARKER: DD = SURVEY DISK
 OS1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1037_STAMPING: 12 SJS 1975
 OS1037_MARK LOGO: USGS
 OS1037_PROJECTION: RECESSED 10 CENTIMETERS
 OS1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1037+STABILITY: SURFACE MOTION
 OS1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1037+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1037
 OS1037  HISTORY     - Date     Condition        Report By
 OS1037  HISTORY     - 1975     MONUMENTED       USGS
 OS1037  HISTORY     - 19930929 GOOD             NGS
 OS1037  HISTORY     - 20121205 GOOD             INDIV
 OS1037
 OS1037                          STATION DESCRIPTION
 OS1037
 OS1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1037'19.4 KM (12.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1037'OF STATE HIGHWAY 73 IN MARTIN, 43.9 M (144.0 FT) WEST OF THE EXTENDED
 OS1037'CENTER OF STATE HIGHWAY 73 LEADING NORTH, 30.4 M (99.7 FT) SOUTH OF
 OS1037'THE HIGHWAY CENTERLINE, 20.4 M (66.9 FT) SOUTHEAST OF MILEPOST 161,
 OS1037'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH
 OS1037'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 OS1037'FT) BELOW THE GROUND SURFACE.
 OS1037
 OS1037                          STATION RECOVERY (2012)
 OS1037
 OS1037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0418 ***********************************************************************
 OQ0418  DESIGNATION -  1293
 OQ0418  PID         -  OQ0418
 OQ0418  STATE/COUNTY-  SD/TURNER
 OQ0418  COUNTRY     -  US
 OQ0418  USGS QUAD   -  HURLEY (2017)
 OQ0418
 OQ0418                         *CURRENT SURVEY CONTROL
 OQ0418  ______________________________________________________________________
 OQ0418* NAD 83(1986) POSITION- 43 16 58.     (N) 097 05 32.     (W)   SCALED
 OQ0418* NAVD 88 ORTHO HEIGHT -   394.256 (meters)     1293.49  (feet) ADJUSTED
 OQ0418  ______________________________________________________________________
 OQ0418  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 OQ0418  DYNAMIC HEIGHT  -        394.147 (meters)     1293.13  (feet) COMP
 OQ0418  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 OQ0418
 OQ0418  VERT ORDER      -  SECOND    CLASS 0
 OQ0418
 OQ0418.The horizontal coordinates were scaled from a map and have
 OQ0418.an estimated accuracy of +/- 6 seconds.
 OQ0418
 OQ0418.The orthometric height was determined by differential leveling and
 OQ0418.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0418.in June 1991.
 OQ0418
 OQ0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0418.GEOID18 height accuracy estimate available here.
 OQ0418
 OQ0418.Click photographs - Photos may exist for this station.
 OQ0418
 OQ0418.The dynamic height is computed by dividing the NAVD 88
 OQ0418.geopotential number by the normal gravity value computed on the
 OQ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0418.degrees latitude (g = 980.6199 gals.).
 OQ0418
 OQ0418.The modeled gravity was interpolated from observed gravity values.
 OQ0418
 OQ0418;                    North         East    Units  Estimated Accuracy
 OQ0418;SPC SD S     -   110,610.      862,980.      MT  (+/- 180 meters Scaled)
 OQ0418
 OQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN547939(NAD 83)
 OQ0418
 OQ0418                          SUPERSEDED SURVEY CONTROL
 OQ0418
 OQ0418  NGVD 29 (??/??/92)  394.022  (m)         1292.72   (f) ADJ UNCH    2 0
 OQ0418
 OQ0418.Superseded values are not recommended for survey control.
 OQ0418
 OQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0418.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0418
 OQ0418_MARKER: P = PIPE CAP
 OQ0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0418_STAMPING: 1293 YNKTN
 OQ0418_MARK LOGO: USGS
 OQ0418_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0418
 OQ0418  HISTORY     - Date     Condition        Report By
 OQ0418  HISTORY     - 1896     MONUMENTED       USGS
 OQ0418  HISTORY     - 1940     GOOD             CGS
 OQ0418
 OQ0418                          STATION DESCRIPTION
 OQ0418
 OQ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0418'IS AT HURLEY, IN THE CITY PARK, 0.4 MILE W. OF THE RR. STA.,
 OQ0418'50.2 FT. S.W. OF THE W. SIDE OF BAND STAND, 7.2 FT. N.W. OF THE
 OQ0418'CONCRETE BLOCK WATER FOUNTAIN AND STATUE ERECTED BY REBEKAH LODGE.
 OQ0418'STANDARD USGS CAP SCREWED ON IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1163 ***********************************************************************
 PT1163  DESIGNATION -  13
 PT1163  PID         -  PT1163
 PT1163  STATE/COUNTY-  SD/HAAKON
 PT1163  COUNTRY     -  US
 PT1163  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT1163
 PT1163                         *CURRENT SURVEY CONTROL
 PT1163  ______________________________________________________________________
 PT1163* NAD 83(1996) POSITION- 44 14 25.61567(N) 101 38 50.86520(W)   ADJUSTED
 PT1163* NAVD 88 ORTHO HEIGHT -   765.5   (meters)     2511.    (feet) VERTCON3
 PT1163  ______________________________________________________________________
 PT1163  GEOID HEIGHT    -        -21.081 (meters)                     GEOID18
 PT1163  LAPLACE CORR    -         -8.64  (seconds)                    DEFLEC18
 PT1163  HORZ ORDER      -  SECOND
 PT1163
 PT1163.The horizontal coordinates were established by classical geodetic methods
 PT1163.and adjusted by the National Geodetic Survey in January 1998.
 PT1163
 PT1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1163
 PT1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1163.GEOID18 height accuracy estimate available here.
 PT1163
 PT1163.Click photographs - Photos may exist for this station.
 PT1163
 PT1163.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1163
 PT1163. The following values were computed from the NAD 83(1996) position.
 PT1163
 PT1163;                    North         East     Units Scale Factor Converg.
 PT1163;SPC SD S     -   212,701.268   495,033.268   MT  0.99996580   -0 54 23.6
 PT1163;SPC SD S     -   697,837.41  1,624,121.65   sFT  0.99996580   -0 54 23.6
 PT1163;UTM  14      - 4,901,988.252   288,599.033   MT  1.00014965   -1 50 51.9
 PT1163
 PT1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1163!SPC SD S     -   0.99988329  x   0.99996580  =   0.99984910
 PT1163!UTM  14      -   0.99988329  x   1.00014965  =   1.00003293
 PT1163
 PT1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8859901988(NAD 83)
 PT1163
 PT1163                          SUPERSEDED SURVEY CONTROL
 PT1163
 PT1163  NAD 83(1986)-  44 14 25.60823(N)    101 38 50.86691(W) AD(       ) 2
 PT1163  NAD 27      -  44 14 25.67000(N)    101 38 49.34000(W) AD(       ) 2
 PT1163  NGVD 29 (07/19/86)  765.0    (m)         2510.     (f) VERT ANG       
 PT1163
 PT1163.Superseded values are not recommended for survey control.
 PT1163
 PT1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1163.See file dsdata.pdf to determine how the superseded data were derived.
 PT1163
 PT1163_MARKER: DD = SURVEY DISK
 PT1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1163_STAMPING: T3N R20E S1 S12 R21E S6 S7 1924
 PT1163_MARK LOGO: USGLO
 PT1163_PROJECTION: RECESSED 15 CENTIMETERS
 PT1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1163+STABILITY: SURFACE MOTION
 PT1163
 PT1163  HISTORY     - Date     Condition        Report By
 PT1163  HISTORY     - 1924     MONUMENTED       USGLO
 PT1163
 PT1163                          STATION DESCRIPTION
 PT1163
 PT1163'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PT1163'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) EAST-SOUTHEAST OF HILLAND,
 PT1163'6.0 MI (9.7 KM) WEST OF LUCERNE AND 3.4 MI (5.5 KM) SOUTHEAST OF
 PT1163'ELBON.
 PT1163'
 PT1163'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PT1163'HIGHWAY 73 IN PHILIP, GO NORTH ON STATE HIGHWAY 73 FOR 13.35 MI
 PT1163'(21.48 KM) TO A FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO 0.35 MI
 PT1163'(0.56 KM) TO A VACANT FARM HOUSE.  THENCE RIGHT AROUND EARTH DAM ON
 PT1163'TRACK ROAD.  THEN LEFT ON TRACK ROAD AND GO IN A NORTHEASTERLY
 PT1163'DIRECTION FOR 0.85 MI (1.37 KM) TO A NORTH-SOUTH FENCE LINE.  THENCE
 PT1163'LEFT ALONG WEST SIDE OF A FENCE FOR 0.05 MI (0.08 KM) TO STATION AS
 PT1163'DESCRIBED.
 PT1163'
 PT1163'THE STATION IS 47.5 FT (14.5 M) NORTHWEST OF A SECTION FENCE CORNER
 PT1163'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0919 ***********************************************************************
 OS0919  DESIGNATION -  13 DEK
 OS0919  PID         -  OS0919
 OS0919  STATE/COUNTY-  SD/TODD
 OS0919  COUNTRY     -  US
 OS0919  USGS QUAD   -  MISSION (2017)
 OS0919
 OS0919                         *CURRENT SURVEY CONTROL
 OS0919  ______________________________________________________________________
 OS0919* NAD 83(1986) POSITION- 43 16 27.     (N) 100 39 07.     (W)   SCALED
 OS0919* NAVD 88 ORTHO HEIGHT -   800.846 (meters)     2627.44  (feet) ADJUSTED
 OS0919  ______________________________________________________________________
 OS0919  GEOID HEIGHT    -        -23.166 (meters)                     GEOID18
 OS0919  DYNAMIC HEIGHT  -        800.521 (meters)     2626.38  (feet) COMP
 OS0919  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 OS0919
 OS0919  VERT ORDER      -  FIRST     CLASS II
 OS0919
 OS0919.The horizontal coordinates were scaled from a map and have
 OS0919.an estimated accuracy of +/- 6 seconds.
 OS0919
 OS0919.The orthometric height was determined by differential leveling and
 OS0919.adjusted by the NATIONAL GEODETIC SURVEY
 OS0919.in June 1994.
 OS0919
 OS0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0919.GEOID18 height accuracy estimate available here.
 OS0919
 OS0919.Click photographs - Photos may exist for this station.
 OS0919
 OS0919.The dynamic height is computed by dividing the NAVD 88
 OS0919.geopotential number by the normal gravity value computed on the
 OS0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0919.degrees latitude (g = 980.6199 gals.).
 OS0919
 OS0919.The modeled gravity was interpolated from observed gravity values.
 OS0919
 OS0919;                    North         East    Units  Estimated Accuracy
 OS0919;SPC SD S     -   104,570.      574,140.      MT  (+/- 180 meters Scaled)
 OS0919
 OS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659925(NAD 83)
 OS0919
 OS0919                          SUPERSEDED SURVEY CONTROL
 OS0919
 OS0919.No superseded survey control is available for this station.
 OS0919
 OS0919_MARKER: DD = SURVEY DISK
 OS0919_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0919+WITH SETTING: INFORMATION.
 OS0919_STAMPING: 13 DEK 1977
 OS0919_MARK LOGO: USGS
 OS0919_PROJECTION: FLUSH
 OS0919_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0919+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 OS0919
 OS0919  HISTORY     - Date     Condition        Report By
 OS0919  HISTORY     - 1977     MONUMENTED       USGS
 OS0919  HISTORY     - 19920722 GOOD             NGS
 OS0919  HISTORY     - 20140930 GOOD             GEOCAC
 OS0919
 OS0919                          STATION DESCRIPTION
 OS0919
 OS0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0919'3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0919'OF U.S. HIGHWAY 18 IN MISSION, 30.5 M (100.1 FT) EAST OF THE
 OS0919'CENTERLINE OF THE HIGHWAY, 15.0 M (49.2 FT) NORTH OF THE CENTER OF A
 OS0919'GRAVELED ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 OS0919'(2.0 FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST
 OS0919'OF A WITNESS POST AND FENCE CORNER.  NOTE--THE DISK IS ENCASED IN A
 OS0919'6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH
 OS0919'IS UNKNOWN.
 OS0919
 OS0919                          STATION RECOVERY (2014)
 OS0919
 OS0919'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 OS0919'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0655 ***********************************************************************
 OR0655  DESIGNATION -  13 FG
 OR0655  PID         -  OR0655
 OR0655  STATE/COUNTY-  SD/GREGORY
 OR0655  COUNTRY     -  US
 OR0655  USGS QUAD   -  LUCAS (2017)
 OR0655
 OR0655                         *CURRENT SURVEY CONTROL
 OR0655  ______________________________________________________________________
 OR0655* NAD 83(1986) POSITION- 43 20 32.97   (N) 099 10 41.50   (W)   HD_HELD1
 OR0655* NAVD 88 ORTHO HEIGHT -   628.201 (meters)     2061.02  (feet) ADJUSTED
 OR0655  ______________________________________________________________________
 OR0655  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 OR0655  DYNAMIC HEIGHT  -        627.977 (meters)     2060.29  (feet) COMP
 OR0655  MODELED GRAVITY -    980,243.5   (mgal)                       NAVD 88
 OR0655
 OR0655  VERT ORDER      -  FIRST     CLASS II
 OR0655
 OR0655.The horizontal coordinates were determined by differentially corrected
 OR0655.hand held GPS observations or other comparable positioning techniques
 OR0655.and have an estimated accuracy of +/- 3 meters.
 OR0655
 OR0655.The orthometric height was determined by differential leveling and
 OR0655.adjusted by the NATIONAL GEODETIC SURVEY
 OR0655.in June 1991.
 OR0655
 OR0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0655.GEOID18 height accuracy estimate available here.
 OR0655
 OR0655.Click photographs - Photos may exist for this station.
 OR0655
 OR0655.The dynamic height is computed by dividing the NAVD 88
 OR0655.geopotential number by the normal gravity value computed on the
 OR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0655.degrees latitude (g = 980.6199 gals.).
 OR0655
 OR0655.The modeled gravity was interpolated from observed gravity values.
 OR0655
 OR0655;                    North         East    Units  Estimated Accuracy
 OR0655;SPC SD S     -   112,759.6     693,655.6     MT  (+/- 3 meters HH1 GPS) 
 OR0655
 OR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8555698864(NAD 83)
 OR0655
 OR0655                          SUPERSEDED SURVEY CONTROL
 OR0655
 OR0655  NGVD 29 (??/??/92)  627.849  (m)         2059.87   (f) ADJ UNCH    1 2
 OR0655
 OR0655.Superseded values are not recommended for survey control.
 OR0655
 OR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0655.See file dsdata.pdf to determine how the superseded data were derived.
 OR0655
 OR0655_MARKER: DD = SURVEY DISK
 OR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0655_STAMPING: 13 FG 1946 2060
 OR0655_MARK LOGO: USGS
 OR0655_PROJECTION: FLUSH
 OR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0655+STABILITY: SURFACE MOTION
 OR0655
 OR0655  HISTORY     - Date     Condition        Report By
 OR0655  HISTORY     - 1946     MONUMENTED       USGS
 OR0655  HISTORY     - 1949     GOOD             CGS
 OR0655  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0655
 OR0655                          STATION DESCRIPTION
 OR0655
 OR0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0655'24.3 MI NE FROM GREGORY.
 OR0655'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0655'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0655'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0655'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0655'NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A DIRT
 OR0655'ROAD, IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 62 FEET
 OR0655'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET NORTH
 OR0655'OF THE CENTER LINE OF THE EAST-WEST ROAD, 16 FEET EAST OF THE
 OR0655'CENTER LINE OF A GATE, 2.4 FEET NORTH OF A FENCE, 1.3 FEET WEST
 OR0655'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 OR0655'WITH THE GROUND.
 OR0655
 OR0655                          STATION RECOVERY (2013)
 OR0655
 OR0655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0451 ***********************************************************************
 PS0451  DESIGNATION -  13 LW
 PS0451  PID         -  PS0451
 PS0451  STATE/COUNTY-  SD/HUGHES
 PS0451  COUNTRY     -  US
 PS0451  USGS QUAD   -  JOE CREEK (2017)
 PS0451
 PS0451                         *CURRENT SURVEY CONTROL
 PS0451  ______________________________________________________________________
 PS0451* NAD 83(1986) POSITION- 44 08 58.94   (N) 099 46 01.42   (W)   HD_HELD1
 PS0451* NAVD 88 ORTHO HEIGHT -   534.749 (meters)     1754.42  (feet) ADJUSTED
 PS0451  ______________________________________________________________________
 PS0451  GEOID HEIGHT    -        -24.248 (meters)                     GEOID18
 PS0451  DYNAMIC HEIGHT  -        534.633 (meters)     1754.04  (feet) COMP
 PS0451  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 PS0451
 PS0451  VERT ORDER      -  FIRST     CLASS II
 PS0451
 PS0451.The horizontal coordinates were determined by differentially corrected
 PS0451.hand held GPS observations or other comparable positioning techniques
 PS0451.and have an estimated accuracy of +/- 3 meters.
 PS0451
 PS0451.The orthometric height was determined by differential leveling and
 PS0451.adjusted by the NATIONAL GEODETIC SURVEY
 PS0451.in June 1991.
 PS0451
 PS0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0451.GEOID18 height accuracy estimate available here.
 PS0451
 PS0451.Click photographs - Photos may exist for this station.
 PS0451
 PS0451.The dynamic height is computed by dividing the NAVD 88
 PS0451.geopotential number by the normal gravity value computed on the
 PS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0451.degrees latitude (g = 980.6199 gals.).
 PS0451
 PS0451.The modeled gravity was interpolated from observed gravity values.
 PS0451
 PS0451;                    North         East    Units  Estimated Accuracy
 PS0451;SPC SD S     -   201,942.7     645,301.6     MT  (+/- 3 meters HH1 GPS) 
 PS0451
 PS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3865688786(NAD 83)
 PS0451
 PS0451                          SUPERSEDED SURVEY CONTROL
 PS0451
 PS0451  NGVD 29 (??/??/92)  534.420  (m)         1753.34   (f) ADJ UNCH    1 2
 PS0451
 PS0451.Superseded values are not recommended for survey control.
 PS0451
 PS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0451.See file dsdata.pdf to determine how the superseded data were derived.
 PS0451
 PS0451_MARKER: DD = SURVEY DISK
 PS0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0451_STAMPING: 13 LW 1946
 PS0451_MARK LOGO: USGS
 PS0451_PROJECTION: PROJECTING 18 CENTIMETERS
 PS0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0451+STABILITY: SURFACE MOTION
 PS0451
 PS0451  HISTORY     - Date     Condition        Report By
 PS0451  HISTORY     - 1946     MONUMENTED       USGS
 PS0451  HISTORY     - 1949     GOOD             CGS
 PS0451
 PS0451                          STATION DESCRIPTION
 PS0451
 PS0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0451'4.1 MI E FROM JOE CREEK.
 PS0451'4.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0451'CREEK, 0.1 MILE SOUTH OF A CATTLE GUARD AT A GATE IN A NORTH-SOUTH
 PS0451'FENCE, AT THE CORNER OF SECTIONS 17, 18, 19 AND 20, T. 108 N.,
 PS0451'R. 74 W., 4 FEET NORTHEAST OF A CORNER FENCE POST, 3.7 FEET
 PS0451'EAST OF A NORTH-SOUTH FENCE, 3 FEET NORTH OF AN EAST-WEST FENCE,
 PS0451'1.9 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0451'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1164 ***********************************************************************
 PT1164  DESIGNATION -  13 RM 1
 PT1164  PID         -  PT1164
 PT1164  STATE/COUNTY-  SD/HAAKON
 PT1164  COUNTRY     -  US
 PT1164  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT1164
 PT1164                         *CURRENT SURVEY CONTROL
 PT1164  ______________________________________________________________________
 PT1164* NAD 83(1996) POSITION- 44 14 18.73443(N) 101 38 45.82892(W)   ADJUSTED
 PT1164* NAVD 88 ORTHO HEIGHT -   772.5   (meters)     2534.    (feet) VERTCON3
 PT1164  ______________________________________________________________________
 PT1164  GEOID HEIGHT    -        -21.087 (meters)                     GEOID18
 PT1164  LAPLACE CORR    -         -8.62  (seconds)                    DEFLEC18
 PT1164  HORZ ORDER      -  SECOND
 PT1164
 PT1164.The horizontal coordinates were established by classical geodetic methods
 PT1164.and adjusted by the National Geodetic Survey in January 1998.
 PT1164
 PT1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1164
 PT1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1164.GEOID18 height accuracy estimate available here.
 PT1164
 PT1164.Click photographs - Photos may exist for this station.
 PT1164
 PT1164.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1164
 PT1164. The following values were computed from the NAD 83(1996) position.
 PT1164
 PT1164;                    North         East     Units Scale Factor Converg.
 PT1164;SPC SD S     -   212,487.140   495,141.645   MT  0.99996544   -0 54 20.1
 PT1164;SPC SD S     -   697,134.89  1,624,477.21   sFT  0.99996544   -0 54 20.1
 PT1164;UTM  14      - 4,901,772.333   288,703.897   MT  1.00014911   -1 50 48.1
 PT1164
 PT1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1164!SPC SD S     -   0.99988220  x   0.99996544  =   0.99984764
 PT1164!UTM  14      -   0.99988220  x   1.00014911  =   1.00003129
 PT1164
 PT1164:                Primary Azimuth Mark                     Grid Az
 PT1164:SPC SD S     -  GRINDSTONE                               250 11 01.7
 PT1164:UTM  14      -  GRINDSTONE                               251 07 29.7
 PT1164
 PT1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8870301772(NAD 83)
 PT1164
 PT1164|---------------------------------------------------------------------|
 PT1164| PID    Reference Object                     Distance      Geod. Az  |
 PT1164|                                                           dddmmss.s |
 PT1164| PT1165 GRINDSTONE                          APPROX.12.3 KM 2491641.6 |
 PT1164| PT1163 13                                  240.001 METERS 33215     |
 PT1164|---------------------------------------------------------------------|
 PT1164
 PT1164                          SUPERSEDED SURVEY CONTROL
 PT1164
 PT1164  NAD 83(1986)-  44 14 18.72703(N)    101 38 45.83064(W) AD(       ) 2
 PT1164  NAD 27      -  44 14 18.78600(N)    101 38 44.30700(W) AD(       ) 2
 PT1164  NGVD 29 (07/19/86)  772.0    (m)         2533.     (f) VERT ANG       
 PT1164
 PT1164.Superseded values are not recommended for survey control.
 PT1164
 PT1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1164.See file dsdata.pdf to determine how the superseded data were derived.
 PT1164
 PT1164_MARKER: DD = SURVEY DISK
 PT1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1164_STAMPING: REFERENCE 1924
 PT1164_MARK LOGO: USGLO
 PT1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1164+STABILITY: SURFACE MOTION
 PT1164
 PT1164  HISTORY     - Date     Condition        Report By
 PT1164  HISTORY     - 1924     MONUMENTED       USGLO
 PT1164  HISTORY     - 1935     GOOD             CGS
 PT1164  HISTORY     - 1950     GOOD             CGS
 PT1164
 PT1164                          STATION DESCRIPTION
 PT1164
 PT1164'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 PT1164'THE CORNER OF SECS. 1, 6, 7, 12, T 3 N, RS 20 AND 21 E, BLACK
 PT1164'HILLS MERIDIAN, ON THE FIFTH GUIDE MERIDIAN E.
 PT1164'
 PT1164'THE ORIGINAL MONUMENT IS A SANDSTONE, 18- BY 15- BY 4 INCHES,
 PT1164'MARKED FIVE NOTCHES S AND ONE NOTCH N.  IN CENTER OF N AND S
 PT1164'ROAD.
 PT1164'
 PT1164'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 6 INCHES
 PT1164'BENEATH SURFACE OF GROUND WITH THE ORIGINAL STONE IN TOP.
 PT1164'
 PT1164'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND BEARS
 PT1164'TO THE SE, 240.116 METERS INCLINED DISTANCE FROM THE STATION.
 PT1164'
 PT1164'NOTE--REFERENCE MARK SERVED AS AN ECCENTRIC STATION.
 PT1164
 PT1164                          STATION RECOVERY (1935)
 PT1164
 PT1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PT1164'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION
 PT1164'AND ORIGINAL DESCRIPTION OF THE MARKS WAS FOUND TO BE CORRECT.
 PT1164
 PT1164                          STATION RECOVERY (1950)
 PT1164
 PT1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1164'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND TO BE IN
 PT1164'GOOD CONDITION.  SINCE THE 1924 DESCRIPTION TO REACH THE STATION
 PT1164'WAS NOT AVAILABLE A NEW DESCRIPTION FOLLOWS.
 PT1164'
 PT1164'THE STATION IS LOCATED 14 MILES NORTH OF PHILIP, 1 MILE EAST
 PT1164'OF STATE HIGHWAY 73, AND 47.5 FEET NORTHWEST OF SECTION FENCE
 PT1164'CORNER POST.  IT IS A STANDARD U.S. GENERAL LAND OFFICE SURVEY
 PT1164'BRASS DISK THAT IS SET IN A 12-INCH SQUARE CONCRETE BLOCK 6
 PT1164'INCHES BELOW THE SURFACE OF THE GROUND, AND IS STAMPED T 3 N,
 PT1164'R 20 E, S 1, S 12, R 21 E, S 6, S 7 1924.
 PT1164'
 PT1164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1164'AND STATE HIGHWAY 73 IN PHILIP, GO NORTH ON STATE HIGHWAY 73
 PT1164'FOR 13.35 MILES TO A FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT
 PT1164'AND GO 0.35 MILE TO A VACANT FARM HOUSE.  THENCE RIGHT AROUND
 PT1164'EARTH DAM ON TRACK ROAD.  THEN LEFT ON TRACK ROAD AND GO IN
 PT1164'A NORTHEASTERLY DIRECTION FOR 0.85 MILE TO A NORTH-SOUTH FENCE
 PT1164'LINE.  THENCE LEFT ALONG WEST SIDE OF FENCE FOR 0.05 MILE TO
 PT1164'STATION AS DESCRIBED.
 PT1164'
 PT1164'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, AND ABOUT
 PT1164'200 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD
 PT1164'U.S. GENERAL LAND OFFICE SURVEY BRASS DISK THAT IS SET IN
 PT1164'THE TOP OF A 12-INCH SQUARE CONCRETE MARKER THAT PROJECTS 4
 PT1164'INCHES, AND IS STAMPED REFERENCE 1924.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0414 ***********************************************************************
 OQ0414  DESIGNATION -  1300
 OQ0414  PID         -  OQ0414
 OQ0414  STATE/COUNTY-  SD/TURNER
 OQ0414  COUNTRY     -  US
 OQ0414  USGS QUAD   -  HURLEY (2017)
 OQ0414
 OQ0414                         *CURRENT SURVEY CONTROL
 OQ0414  ______________________________________________________________________
 OQ0414* NAD 83(1986) POSITION- 43 20 37.     (N) 097 06 14.     (W)   SCALED
 OQ0414* NAVD 88 ORTHO HEIGHT -   396.307 (meters)     1300.22  (feet) ADJUSTED
 OQ0414  ______________________________________________________________________
 OQ0414  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 OQ0414  DYNAMIC HEIGHT  -        396.201 (meters)     1299.87  (feet) COMP
 OQ0414  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 OQ0414
 OQ0414  VERT ORDER      -  SECOND    CLASS 0
 OQ0414
 OQ0414.The horizontal coordinates were scaled from a map and have
 OQ0414.an estimated accuracy of +/- 6 seconds.
 OQ0414
 OQ0414.The orthometric height was determined by differential leveling and
 OQ0414.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0414.in June 1991.
 OQ0414
 OQ0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0414.GEOID18 height accuracy estimate available here.
 OQ0414
 OQ0414.Click photographs - Photos may exist for this station.
 OQ0414
 OQ0414.The dynamic height is computed by dividing the NAVD 88
 OQ0414.geopotential number by the normal gravity value computed on the
 OQ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0414.degrees latitude (g = 980.6199 gals.).
 OQ0414
 OQ0414.The modeled gravity was interpolated from observed gravity values.
 OQ0414
 OQ0414;                    North         East    Units  Estimated Accuracy
 OQ0414;SPC SD S     -   117,320.      861,770.      MT  (+/- 180 meters Scaled)
 OQ0414
 OQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP536007(NAD 83)
 OQ0414
 OQ0414                          SUPERSEDED SURVEY CONTROL
 OQ0414
 OQ0414  NGVD 29 (??/??/92)  396.064  (m)         1299.42   (f) ADJ UNCH    2 0
 OQ0414
 OQ0414.Superseded values are not recommended for survey control.
 OQ0414
 OQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0414.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0414
 OQ0414_MARKER: P = PIPE CAP
 OQ0414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0414_STAMPING: 1300 YNKTN
 OQ0414_MARK LOGO: USGS
 OQ0414_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0414
 OQ0414  HISTORY     - Date     Condition        Report By
 OQ0414  HISTORY     - 1896     MONUMENTED       USGS
 OQ0414  HISTORY     - 1940     GOOD             CGS
 OQ0414
 OQ0414                          STATION DESCRIPTION
 OQ0414
 OQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0414'4.3 MILES NORTHWEST OF THE RAILROAD STATION AT HURLEY, 4.4 MILES
 OQ0414'SOUTHEAST OF THE RAILROAD STATION AT PARKER, 0.1 MILE WEST OF
 OQ0414'RAILROAD CROSSING OF SECTION LINE ROAD, 39.3 FEET WEST OF THE CENTER
 OQ0414'OF N.-S. ROAD, 35.0 FEET SOUTH OF THE CENTER OF E.-W. ROAD, 0.5
 OQ0414'FEET WEST OF WHITE MARKER POST, 14 INCHES ABOVE GROUND.  A
 OQ0414'STANDARD USGS CAP SCREWED ON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0437 ***********************************************************************
 OQ0437  DESIGNATION -  1327
 OQ0437  PID         -  OQ0437
 OQ0437  STATE/COUNTY-  SD/HUTCHINSON
 OQ0437  COUNTRY     -  US
 OQ0437  USGS QUAD   -  MENNO (2017)
 OQ0437
 OQ0437                         *CURRENT SURVEY CONTROL
 OQ0437  ______________________________________________________________________
 OQ0437* NAD 83(1986) POSITION- 43 14 27.84   (N) 097 34 40.40   (W)   HD_HELD1
 OQ0437* NAVD 88 ORTHO HEIGHT -   404.692 (meters)     1327.73  (feet) ADJUSTED
 OQ0437  ______________________________________________________________________
 OQ0437  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 OQ0437  DYNAMIC HEIGHT  -        404.583 (meters)     1327.37  (feet) COMP
 OQ0437  MODELED GRAVITY -    980,340.7   (mgal)                       NAVD 88
 OQ0437
 OQ0437  VERT ORDER      -  SECOND    CLASS 0
 OQ0437
 OQ0437.The horizontal coordinates were determined by differentially corrected
 OQ0437.hand held GPS observations or other comparable positioning techniques
 OQ0437.and have an estimated accuracy of +/- 3 meters.
 OQ0437
 OQ0437.The orthometric height was determined by differential leveling and
 OQ0437.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0437.in June 1991.
 OQ0437
 OQ0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0437.GEOID18 height accuracy estimate available here.
 OQ0437
 OQ0437.Click photographs - Photos may exist for this station.
 OQ0437
 OQ0437.The dynamic height is computed by dividing the NAVD 88
 OQ0437.geopotential number by the normal gravity value computed on the
 OQ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0437.degrees latitude (g = 980.6199 gals.).
 OQ0437
 OQ0437.The modeled gravity was interpolated from observed gravity values.
 OQ0437
 OQ0437;                    North         East    Units  Estimated Accuracy
 OQ0437;SPC SD S     -   104,552.8     823,744.2     MT  (+/- 3 meters HH1 GPS) 
 OQ0437
 OQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1546088567(NAD 83)
 OQ0437
 OQ0437                          SUPERSEDED SURVEY CONTROL
 OQ0437
 OQ0437  NGVD 29 (??/??/92)  404.445  (m)         1326.92   (f) ADJ UNCH    2 0
 OQ0437
 OQ0437.Superseded values are not recommended for survey control.
 OQ0437
 OQ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0437.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0437
 OQ0437_MARKER: P = PIPE CAP
 OQ0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0437_STAMPING: YNKTN 1327
 OQ0437_MARK LOGO: USGS
 OQ0437_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0437
 OQ0437  HISTORY     - Date     Condition        Report By
 OQ0437  HISTORY     - 1896     MONUMENTED       USGS
 OQ0437  HISTORY     - 1934     GOOD             CGS
 OQ0437
 OQ0437                          STATION DESCRIPTION
 OQ0437
 OQ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0437'AT MENNO.
 OQ0437'AT MENNO, HUTCHINSON COUNTY, 63 FEET NORTH OF THE CROSSING OF
 OQ0437'U.S. HIGHWAY 18, 43.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 OQ0437'9.7 FEET NORTHEAST OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 OQ0437'SURVEY STANDARD CAP, STAMPED 1327 AND SET ON THE TOP OF A
 OQ0437'3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0384 ***********************************************************************
 OQ0384  DESIGNATION -  1371 RESET
 OQ0384  PID         -  OQ0384
 OQ0384  STATE/COUNTY-  SD/TURNER
 OQ0384  COUNTRY     -  US
 OQ0384  USGS QUAD   -  PARKER (2017)
 OQ0384
 OQ0384                         *CURRENT SURVEY CONTROL
 OQ0384  ______________________________________________________________________
 OQ0384* NAD 83(1986) POSITION- 43 23 50.     (N) 097 08 08.     (W)   SCALED
 OQ0384* NAVD 88 ORTHO HEIGHT -   418.199 (meters)     1372.04  (feet) ADJUSTED
 OQ0384  ______________________________________________________________________
 OQ0384  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 OQ0384  DYNAMIC HEIGHT  -        418.087 (meters)     1371.67  (feet) COMP
 OQ0384  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 OQ0384
 OQ0384  VERT ORDER      -  SECOND    CLASS 0
 OQ0384
 OQ0384.The horizontal coordinates were scaled from a map and have
 OQ0384.an estimated accuracy of +/- 6 seconds.
 OQ0384
 OQ0384.The orthometric height was determined by differential leveling and
 OQ0384.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0384.in June 1991.
 OQ0384
 OQ0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0384.GEOID18 height accuracy estimate available here.
 OQ0384
 OQ0384.Click photographs - Photos may exist for this station.
 OQ0384
 OQ0384.The dynamic height is computed by dividing the NAVD 88
 OQ0384.geopotential number by the normal gravity value computed on the
 OQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0384.degrees latitude (g = 980.6199 gals.).
 OQ0384
 OQ0384.The modeled gravity was interpolated from observed gravity values.
 OQ0384
 OQ0384;                    North         East    Units  Estimated Accuracy
 OQ0384;SPC SD S     -   123,180.      858,980.      MT  (+/- 180 meters Scaled)
 OQ0384
 OQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP509066(NAD 83)
 OQ0384
 OQ0384                          SUPERSEDED SURVEY CONTROL
 OQ0384
 OQ0384  NGVD 29 (??/??/92)  417.94   (m)         1371.2    (f) COMPUTED    2 0
 OQ0384
 OQ0384.Superseded values are not recommended for survey control.
 OQ0384
 OQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0384.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0384
 OQ0384_MARKER: DD = SURVEY DISK
 OQ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0384_STAMPING: 1371
 OQ0384_MARK LOGO: USGS
 OQ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0384+STABILITY: SURFACE MOTION
 OQ0384
 OQ0384  HISTORY     - Date     Condition        Report By
 OQ0384  HISTORY     - UNK      MONUMENTED       USGS
 OQ0384  HISTORY     - 1940     GOOD             CGS
 OQ0384
 OQ0384                          STATION DESCRIPTION
 OQ0384
 OQ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0384'AT PARKER.
 OQ0384'IS AT PARKER AT THE N. END OF THE SIDEWALK LEADING UP TO THE
 OQ0384'MAIN ENTRANCE OF COUNTY COURT HOUSE, AT W. EDGE OF SIDEWALK,
 OQ0384'AND N. OF CURB AROUND THE LAWN.  THIS MARK WAS IN THE OLD COURT
 OQ0384'HOUSE, WHEN OLD COURT HOUSE WAS TORN DOWN, THIS MARK WAS
 OQ0384'REMOVED AND SET IN CONCRETE POST IN FRONT OF NEW COURT HOUSE
 OQ0384'LAWN.  IN THE CENTE OF SEC. 17, T 99 N., R. 53 W., STANDARD
 OQ0384'U.S.G.S. DISC IN CONCRETE POST.  NOTE-- 1940, APPARENTLY NOT
 OQ0384'LEVELED OVER.  NOTE-- 1967-- NO ELEVATION OR ADDITIONAL INFORMATION
 OQ0384'ON THIS DATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7947 ***********************************************************************
 AC7947  CBN         -  This is a Cooperative Base Network Control Station.
 AC7947  DESIGNATION -  14 165.01
 AC7947  PID         -  AC7947
 AC7947  STATE/COUNTY-  SD/HAAKON
 AC7947  COUNTRY     -  US
 AC7947  USGS QUAD   -  MIDLAND (2017)
 AC7947
 AC7947                         *CURRENT SURVEY CONTROL
 AC7947  ______________________________________________________________________
 AC7947* NAD 83(2011) POSITION- 44 03 45.93381(N) 101 13 36.68400(W)   ADJUSTED
 AC7947* NAD 83(2011) ELLIP HT-   562.966 (meters)        (06/27/12)   ADJUSTED
 AC7947* NAD 83(2011) EPOCH   -  2010.00
 AC7947* NAVD 88 ORTHO HEIGHT -   585.6   (meters)     1921.    (feet) GPS OBS
 AC7947  ______________________________________________________________________
 AC7947  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7947  GEOID HEIGHT    -        -22.543 (meters)                     GEOID96
 AC7947  GEOID HEIGHT    -        -22.650 (meters)                     GEOID18
 AC7947  NAD 83(2011) X  -   -893,847.423 (meters)                     COMP
 AC7947  NAD 83(2011) Y  - -4,503,180.016 (meters)                     COMP
 AC7947  NAD 83(2011) Z  -  4,413,496.697 (meters)                     COMP
 AC7947  LAPLACE CORR    -         -7.74  (seconds)                    DEFLEC18
 AC7947
 AC7947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7947  Standards:
 AC7947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7947  -------------------------------------------------------------------
 AC7947  NETWORK    1.19   3.57           0.56   0.38   1.82     -0.06691423
 AC7947  -------------------------------------------------------------------
 AC7947  Click here for local accuracies and other accuracy information.
 AC7947
 AC7947.The horizontal coordinates were established by GPS observations
 AC7947.and adjusted by the National Geodetic Survey in June 2012.
 AC7947
 AC7947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7947.been affixed to the stable North American tectonic plate. See 
 AC7947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7947
 AC7947.The horizontal coordinates are valid at the epoch date displayed above
 AC7947.which is a decimal equivalence of Year/Month/Day.
 AC7947
 AC7947.The orthometric height was determined by GPS observations and a
 AC7947.high-resolution geoid model.
 AC7947
 AC7947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7947.GEOID18 height accuracy estimate available here.
 AC7947
 AC7947.Click photographs - Photos may exist for this station.
 AC7947
 AC7947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7947
 AC7947.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7947
 AC7947.The ellipsoidal height was determined by GPS observations
 AC7947.and is referenced to NAD 83.
 AC7947
 AC7947. The following values were computed from the NAD 83(2011) position.
 AC7947
 AC7947;                    North         East     Units Scale Factor Converg.
 AC7947;SPC SD S     -   192,512.886   528,415.379   MT  0.99993691   -0 36 59.0
 AC7947;SPC SD S     -   631,602.69  1,733,642.79   sFT  0.99993691   -0 36 59.0
 AC7947;UTM  14      - 4,881,254.368   321,650.511   MT  0.99999123   -1 32 56.6
 AC7947
 AC7947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7947!SPC SD S     -   0.99991173  x   0.99993691  =   0.99984865
 AC7947!UTM  14      -   0.99991173  x   0.99999123  =   0.99990296
 AC7947
 AC7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2165081254(NAD 83)
 AC7947
 AC7947                          SUPERSEDED SURVEY CONTROL
 AC7947
 AC7947  NAD 83(2007)-  44 03 45.93382(N)    101 13 36.68508(W) AD(2002.00) 0
 AC7947  ELLIP H (02/10/07)  562.990  (m)                       GP(2002.00)    
 AC7947  ELLIP H (04/15/04)  562.985  (m)                       GP(       ) 2 1
 AC7947  NAD 83(1996)-  44 03 45.93327(N)    101 13 36.68453(W) AD(       ) B
 AC7947  ELLIP H (04/18/97)  563.046  (m)                       GP(       ) 4 1
 AC7947
 AC7947.Superseded values are not recommended for survey control.
 AC7947
 AC7947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7947.See file dsdata.pdf to determine how the superseded data were derived.
 AC7947
 AC7947_MARKER: Z = SEE DESCRIPTION
 AC7947_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7947_STAMPING: 14-165.01 1995
 AC7947_MARK LOGO: NGS
 AC7947_PROJECTION: FLUSH
 AC7947_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7947+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AC7947_ROD/PIPE-DEPTH: 6.4 meters
 AC7947_SLEEVE-DEPTH  : 1.8 meters
 AC7947
 AC7947  HISTORY     - Date     Condition        Report By
 AC7947  HISTORY     - 1995     MONUMENTED       SDDT
 AC7947  HISTORY     - 19960927 GOOD             NGS
 AC7947  HISTORY     - 20120605 GOOD             INDIV
 AC7947  HISTORY     - 20160516 GOOD             DEWDAV
 AC7947
 AC7947                          STATION DESCRIPTION
 AC7947
 AC7947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7947'THE STATION IS LOCATED ABOUT 24.0 MI (38.6 KM) EAST OF PHILIP AND 2.0
 AC7947'MI (3.2 KM) WEST OF MIDLAND, ON U.S. HIGHWAY 14.  OWNERSHIP--THE STATE
 AC7947'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AC7947'MIDLAND, GO WEST ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE JUNCTION
 AC7947'OF STATE HIGHWAY 63, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 63 FOR
 AC7947'0.1 MI (0.2 KM) TO THE JUNCTION OF U.S. HIGHWAY 14, TURN LEFT AND GO
 AC7947'WEST ON U.S. HIGHWAY 14 FOR 3.3 MI (5.3 KM) TO THE STATION ON THE
 AC7947'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7947'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7947'PIPE.  LOCATED 73.0 FT (22.3 M) SOUTH OF THE HIGHWAY CENTERLINE, 28.0
 AC7947'FT (8.5 M) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 22.0 FT (6.7
 AC7947'M) SOUTH OF THE EAST END OF A CULVERT UNDER THE ROAD, 2.0 FT (0.6 M)
 AC7947'NORTH OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) SOUTH OF A METAL
 AC7947'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7947'CAP AND THEN A 4-INCH PVC CAP.
 AC7947
 AC7947                          STATION RECOVERY (2012)
 AC7947
 AC7947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7947'RECOVERED IN GOOD CONDITION.
 AC7947
 AC7947                          STATION RECOVERY (2016)
 AC7947
 AC7947'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AC7947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9084 ***********************************************************************
 AB9084  DESIGNATION -  14 203.94
 AB9084  PID         -  AB9084
 AB9084  STATE/COUNTY-  SD/STANLEY
 AB9084  COUNTRY     -  US
 AB9084  USGS QUAD   -  DOTY RIDGE (2017)
 AB9084
 AB9084                         *CURRENT SURVEY CONTROL
 AB9084  ______________________________________________________________________
 AB9084* NAD 83(1986) POSITION- 44 22 26.30   (N) 100 50 34.99   (W)   HD_HELD1
 AB9084* NAVD 88 ORTHO HEIGHT -   597.638 (meters)     1960.75  (feet) ADJUSTED
 AB9084  ______________________________________________________________________
 AB9084  GEOID HEIGHT    -        -22.766 (meters)                     GEOID18
 AB9084  DYNAMIC HEIGHT  -        597.505 (meters)     1960.31  (feet) COMP
 AB9084  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 AB9084
 AB9084  VERT ORDER      -  FIRST     CLASS II
 AB9084
 AB9084.The horizontal coordinates were determined by differentially corrected
 AB9084.hand held GPS observations or other comparable positioning techniques
 AB9084.and have an estimated accuracy of +/- 3 meters.
 AB9084
 AB9084.The orthometric height was determined by differential leveling and
 AB9084.adjusted by the NATIONAL GEODETIC SURVEY
 AB9084.in October 1997.
 AB9084
 AB9084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9084.GEOID18 height accuracy estimate available here.
 AB9084
 AB9084.Click photographs - Photos may exist for this station.
 AB9084
 AB9084.The dynamic height is computed by dividing the NAVD 88
 AB9084.geopotential number by the normal gravity value computed on the
 AB9084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9084.degrees latitude (g = 980.6199 gals.).
 AB9084
 AB9084.The modeled gravity was interpolated from observed gravity values.
 AB9084
 AB9084;                    North         East    Units  Estimated Accuracy
 AB9084;SPC SD S     -   226,832.1     559,375.5     MT  (+/- 3 meters HH1 GPS) 
 AB9084
 AB9084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5316515062(NAD 83)
 AB9084
 AB9084                          SUPERSEDED SURVEY CONTROL
 AB9084
 AB9084.No superseded survey control is available for this station.
 AB9084
 AB9084_MARKER: DB = BENCH MARK DISK
 AB9084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9084_STAMPING: 14-203.94
 AB9084_MARK LOGO: SDDT
 AB9084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9084+STABILITY: SURFACE MOTION
 AB9084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9084+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9084
 AB9084  HISTORY     - Date     Condition        Report By
 AB9084  HISTORY     - UNK      MONUMENTED       SDDT
 AB9084  HISTORY     - 19950718 GOOD             NGS
 AB9084  HISTORY     - 20120531 GOOD             INDIV
 AB9084
 AB9084                          STATION DESCRIPTION
 AB9084
 AB9084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9084'14.2 KM (8.80 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9084'IN HAYES, 91.0 M (298.6 FT) WEST OF MILEPOST 204, 22.5 M (73.8 FT)
 AB9084'NORTHWEST OF THE HIGHWAY CENTERLINE, 13.1 M (43.0 FT) EAST OF A
 AB9084'UTILITY POLE WITH 2 GUY CABLES, 5.5 M (18.0 FT) SOUTHWEST OF A FENCE
 AB9084'CORNER, 2.9 M (9.5 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE
 AB9084'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND
 AB9084'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9084
 AB9084                          STATION RECOVERY (2012)
 AB9084
 AB9084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9082 ***********************************************************************
 AB9082  DESIGNATION -  14 206.05
 AB9082  PID         -  AB9082
 AB9082  STATE/COUNTY-  SD/STANLEY
 AB9082  COUNTRY     -  US
 AB9082  USGS QUAD   -  PRINCES RANCH (2017)
 AB9082
 AB9082                         *CURRENT SURVEY CONTROL
 AB9082  ______________________________________________________________________
 AB9082* NAD 83(1986) POSITION- 44 23 01.     (N) 100 48 12.     (W)   SCALED
 AB9082* NAVD 88 ORTHO HEIGHT -   590.508 (meters)     1937.36  (feet) ADJUSTED
 AB9082  ______________________________________________________________________
 AB9082  GEOID HEIGHT    -        -22.792 (meters)                     GEOID18
 AB9082  DYNAMIC HEIGHT  -        590.375 (meters)     1936.92  (feet) COMP
 AB9082  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 AB9082
 AB9082  VERT ORDER      -  FIRST     CLASS II
 AB9082
 AB9082.The horizontal coordinates were scaled from a map and have
 AB9082.an estimated accuracy of +/- 6 seconds.
 AB9082
 AB9082.The orthometric height was determined by differential leveling and
 AB9082.adjusted by the NATIONAL GEODETIC SURVEY
 AB9082.in October 1997.
 AB9082
 AB9082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9082.GEOID18 height accuracy estimate available here.
 AB9082
 AB9082.Click photographs - Photos may exist for this station.
 AB9082
 AB9082.The dynamic height is computed by dividing the NAVD 88
 AB9082.geopotential number by the normal gravity value computed on the
 AB9082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9082.degrees latitude (g = 980.6199 gals.).
 AB9082
 AB9082.The modeled gravity was interpolated from observed gravity values.
 AB9082
 AB9082;                    North         East    Units  Estimated Accuracy
 AB9082;SPC SD S     -   227,880.      562,550.      MT  (+/- 180 meters Scaled)
 AB9082
 AB9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ563160(NAD 83)
 AB9082
 AB9082                          SUPERSEDED SURVEY CONTROL
 AB9082
 AB9082.No superseded survey control is available for this station.
 AB9082
 AB9082_MARKER: DB = BENCH MARK DISK
 AB9082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9082_STAMPING: 14-206.05
 AB9082_MARK LOGO: SDDT
 AB9082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9082+STABILITY: SURFACE MOTION
 AB9082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9082+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9082
 AB9082  HISTORY     - Date     Condition        Report By
 AB9082  HISTORY     - UNK      MONUMENTED       SDDT
 AB9082  HISTORY     - 19950718 GOOD             NGS
 AB9082  HISTORY     - 20120531 GOOD             INDIV
 AB9082
 AB9082                          STATION DESCRIPTION
 AB9082
 AB9082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9082'17.4 KM (10.80 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9082'IN HAYES, 82.6 M (271.0 FT) EAST OF MILEPOST 206, 22.8 M (74.8 FT)
 AB9082'NORTHWEST OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) NORTHEAST OF A
 AB9082'T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AB9082'(1.3 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 AB9082'POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AB9082'SURFACE.
 AB9082
 AB9082                          STATION RECOVERY (2012)
 AB9082
 AB9082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9081 ***********************************************************************
 AB9081  DESIGNATION -  14 208.07
 AB9081  PID         -  AB9081
 AB9081  STATE/COUNTY-  SD/STANLEY
 AB9081  COUNTRY     -  US
 AB9081  USGS QUAD   -  PRINCES RANCH (2017)
 AB9081
 AB9081                         *CURRENT SURVEY CONTROL
 AB9081  ______________________________________________________________________
 AB9081* NAD 83(1986) POSITION- 44 23 13.     (N) 100 45 48.     (W)   SCALED
 AB9081* NAVD 88 ORTHO HEIGHT -   588.559 (meters)     1930.96  (feet) ADJUSTED
 AB9081  ______________________________________________________________________
 AB9081  GEOID HEIGHT    -        -22.844 (meters)                     GEOID18
 AB9081  DYNAMIC HEIGHT  -        588.425 (meters)     1930.52  (feet) COMP
 AB9081  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 AB9081
 AB9081  VERT ORDER      -  FIRST     CLASS II
 AB9081
 AB9081.The horizontal coordinates were scaled from a map and have
 AB9081.an estimated accuracy of +/- 6 seconds.
 AB9081
 AB9081.The orthometric height was determined by differential leveling and
 AB9081.adjusted by the NATIONAL GEODETIC SURVEY
 AB9081.in October 1997.
 AB9081
 AB9081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9081.GEOID18 height accuracy estimate available here.
 AB9081
 AB9081.Click photographs - Photos may exist for this station.
 AB9081
 AB9081.The dynamic height is computed by dividing the NAVD 88
 AB9081.geopotential number by the normal gravity value computed on the
 AB9081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9081.degrees latitude (g = 980.6199 gals.).
 AB9081
 AB9081.The modeled gravity was interpolated from observed gravity values.
 AB9081
 AB9081;                    North         East    Units  Estimated Accuracy
 AB9081;SPC SD S     -   228,240.      565,740.      MT  (+/- 180 meters Scaled)
 AB9081
 AB9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ595163(NAD 83)
 AB9081
 AB9081                          SUPERSEDED SURVEY CONTROL
 AB9081
 AB9081.No superseded survey control is available for this station.
 AB9081
 AB9081_MARKER: DB = BENCH MARK DISK
 AB9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9081_STAMPING: 14-208.07
 AB9081_MARK LOGO: SDDT
 AB9081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9081+STABILITY: SURFACE MOTION
 AB9081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9081+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 AB9081
 AB9081  HISTORY     - Date     Condition        Report By
 AB9081  HISTORY     - UNK      MONUMENTED       SDDT
 AB9081  HISTORY     - 19950803 GOOD             NGS
 AB9081  HISTORY     - 20120530 GOOD             INDIV
 AB9081
 AB9081                          STATION DESCRIPTION
 AB9081
 AB9081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9081'33.8 KM (21.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9081'IN PIERRE, 117.0 M (383.9 FT) EAST OF MILEPOST 208, 23.0 M (75.5 FT)
 AB9081'NORTH OF THE HIGHWAY CENTERLINE, 3.1 M (10.2 FT) WEST OF THE WEST END
 AB9081'OF 3 BRACED FENCE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AB9081'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AB9081'MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AB9081
 AB9081                          STATION RECOVERY (2012)
 AB9081
 AB9081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9080 ***********************************************************************
 AB9080  DESIGNATION -  14 209.07
 AB9080  PID         -  AB9080
 AB9080  STATE/COUNTY-  SD/STANLEY
 AB9080  COUNTRY     -  US
 AB9080  USGS QUAD   -  LACY (2017)
 AB9080
 AB9080                         *CURRENT SURVEY CONTROL
 AB9080  ______________________________________________________________________
 AB9080* NAD 83(1986) POSITION- 44 23 12.     (N) 100 44 36.     (W)   SCALED
 AB9080* NAVD 88 ORTHO HEIGHT -   589.007 (meters)     1932.43  (feet) ADJUSTED
 AB9080  ______________________________________________________________________
 AB9080  GEOID HEIGHT    -        -22.879 (meters)                     GEOID18
 AB9080  DYNAMIC HEIGHT  -        588.873 (meters)     1931.99  (feet) COMP
 AB9080  MODELED GRAVITY -    980,372.4   (mgal)                       NAVD 88
 AB9080
 AB9080  VERT ORDER      -  FIRST     CLASS II
 AB9080
 AB9080.The horizontal coordinates were scaled from a map and have
 AB9080.an estimated accuracy of +/- 6 seconds.
 AB9080
 AB9080.The orthometric height was determined by differential leveling and
 AB9080.adjusted by the NATIONAL GEODETIC SURVEY
 AB9080.in October 1997.
 AB9080
 AB9080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9080.GEOID18 height accuracy estimate available here.
 AB9080
 AB9080.Click photographs - Photos may exist for this station.
 AB9080
 AB9080.The dynamic height is computed by dividing the NAVD 88
 AB9080.geopotential number by the normal gravity value computed on the
 AB9080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9080.degrees latitude (g = 980.6199 gals.).
 AB9080
 AB9080.The modeled gravity was interpolated from observed gravity values.
 AB9080
 AB9080;                    North         East    Units  Estimated Accuracy
 AB9080;SPC SD S     -   228,200.      567,330.      MT  (+/- 180 meters Scaled)
 AB9080
 AB9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ611162(NAD 83)
 AB9080
 AB9080                          SUPERSEDED SURVEY CONTROL
 AB9080
 AB9080.No superseded survey control is available for this station.
 AB9080
 AB9080_MARKER: DB = BENCH MARK DISK
 AB9080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9080_STAMPING: 14-209.07
 AB9080_MARK LOGO: SDDT
 AB9080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9080+STABILITY: SURFACE MOTION
 AB9080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9080+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 AB9080
 AB9080  HISTORY     - Date     Condition        Report By
 AB9080  HISTORY     - UNK      MONUMENTED       SDDT
 AB9080  HISTORY     - 19950803 GOOD             NGS
 AB9080  HISTORY     - 20120524 MARK NOT FOUND   INDIV
 AB9080
 AB9080                          STATION DESCRIPTION
 AB9080
 AB9080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9080'32.2 KM (20.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9080'IN PIERRE, 111.0 M (364.2 FT) EAST OF MILEPOST 209, 22.9 M (75.1 FT)
 AB9080'NORTH OF THE HIGHWAY CENTERLINE, 3.3 M (10.8 FT) WEST OF THE WEST END
 AB9080'OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AB9080'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 AB9080'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9080
 AB9080                          STATION RECOVERY (2012)
 AB9080
 AB9080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9079 ***********************************************************************
 AB9079  DESIGNATION -  14 210.07
 AB9079  PID         -  AB9079
 AB9079  STATE/COUNTY-  SD/STANLEY
 AB9079  COUNTRY     -  US
 AB9079  USGS QUAD   -  LACY (2017)
 AB9079
 AB9079                         *CURRENT SURVEY CONTROL
 AB9079  ______________________________________________________________________
 AB9079* NAD 83(1986) POSITION- 44 23 12.     (N) 100 43 23.     (W)   SCALED
 AB9079* NAVD 88 ORTHO HEIGHT -   588.240 (meters)     1929.92  (feet) ADJUSTED
 AB9079  ______________________________________________________________________
 AB9079  GEOID HEIGHT    -        -22.914 (meters)                     GEOID18
 AB9079  DYNAMIC HEIGHT  -        588.106 (meters)     1929.48  (feet) COMP
 AB9079  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 AB9079
 AB9079  VERT ORDER      -  FIRST     CLASS II
 AB9079
 AB9079.The horizontal coordinates were scaled from a map and have
 AB9079.an estimated accuracy of +/- 6 seconds.
 AB9079
 AB9079.The orthometric height was determined by differential leveling and
 AB9079.adjusted by the NATIONAL GEODETIC SURVEY
 AB9079.in October 1997.
 AB9079
 AB9079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9079.GEOID18 height accuracy estimate available here.
 AB9079
 AB9079.Click photographs - Photos may exist for this station.
 AB9079
 AB9079.The dynamic height is computed by dividing the NAVD 88
 AB9079.geopotential number by the normal gravity value computed on the
 AB9079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9079.degrees latitude (g = 980.6199 gals.).
 AB9079
 AB9079.The modeled gravity was interpolated from observed gravity values.
 AB9079
 AB9079;                    North         East    Units  Estimated Accuracy
 AB9079;SPC SD S     -   228,190.      568,950.      MT  (+/- 180 meters Scaled)
 AB9079
 AB9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ627162(NAD 83)
 AB9079
 AB9079                          SUPERSEDED SURVEY CONTROL
 AB9079
 AB9079.No superseded survey control is available for this station.
 AB9079
 AB9079_MARKER: DB = BENCH MARK DISK
 AB9079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9079_STAMPING: 14-210.07
 AB9079_MARK LOGO: SDDT
 AB9079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9079+STABILITY: SURFACE MOTION
 AB9079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9079+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 AB9079
 AB9079  HISTORY     - Date     Condition        Report By
 AB9079  HISTORY     - UNK      MONUMENTED       SDDT
 AB9079  HISTORY     - 19950803 GOOD             NGS
 AB9079  HISTORY     - 20120530 GOOD             INDIV
 AB9079
 AB9079                          STATION DESCRIPTION
 AB9079
 AB9079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9079'30.6 KM (19.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9079'IN PIERRE, 111.0 M (364.2 FT) EAST OF MILEPOST 210, 22.8 M (74.8 FT)
 AB9079'NORTH OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) EAST OF A T-FENCE
 AB9079'CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 AB9079'SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AB9079'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9079
 AB9079                          STATION RECOVERY (2012)
 AB9079
 AB9079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9078 ***********************************************************************
 AB9078  DESIGNATION -  14 211.06
 AB9078  PID         -  AB9078
 AB9078  STATE/COUNTY-  SD/STANLEY
 AB9078  COUNTRY     -  US
 AB9078  USGS QUAD   -  LACY (2017)
 AB9078
 AB9078                         *CURRENT SURVEY CONTROL
 AB9078  ______________________________________________________________________
 AB9078* NAD 83(1986) POSITION- 44 23 11.     (N) 100 42 10.     (W)   SCALED
 AB9078* NAVD 88 ORTHO HEIGHT -   597.939 (meters)     1961.74  (feet) ADJUSTED
 AB9078  ______________________________________________________________________
 AB9078  GEOID HEIGHT    -        -22.947 (meters)                     GEOID18
 AB9078  DYNAMIC HEIGHT  -        597.804 (meters)     1961.30  (feet) COMP
 AB9078  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 AB9078
 AB9078  VERT ORDER      -  FIRST     CLASS II
 AB9078
 AB9078.The horizontal coordinates were scaled from a map and have
 AB9078.an estimated accuracy of +/- 6 seconds.
 AB9078
 AB9078.The orthometric height was determined by differential leveling and
 AB9078.adjusted by the NATIONAL GEODETIC SURVEY
 AB9078.in October 1997.
 AB9078
 AB9078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9078.GEOID18 height accuracy estimate available here.
 AB9078
 AB9078.Click photographs - Photos may exist for this station.
 AB9078
 AB9078.The dynamic height is computed by dividing the NAVD 88
 AB9078.geopotential number by the normal gravity value computed on the
 AB9078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9078.degrees latitude (g = 980.6199 gals.).
 AB9078
 AB9078.The modeled gravity was interpolated from observed gravity values.
 AB9078
 AB9078;                    North         East    Units  Estimated Accuracy
 AB9078;SPC SD S     -   228,150.      570,560.      MT  (+/- 180 meters Scaled)
 AB9078
 AB9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ643161(NAD 83)
 AB9078
 AB9078                          SUPERSEDED SURVEY CONTROL
 AB9078
 AB9078.No superseded survey control is available for this station.
 AB9078
 AB9078_MARKER: DB = BENCH MARK DISK
 AB9078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9078_STAMPING: 14-211.06
 AB9078_MARK LOGO: SDDT
 AB9078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9078+STABILITY: SURFACE MOTION
 AB9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9078+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 AB9078
 AB9078  HISTORY     - Date     Condition        Report By
 AB9078  HISTORY     - UNK      MONUMENTED       SDDT
 AB9078  HISTORY     - 19950803 GOOD             NGS
 AB9078  HISTORY     - 20120530 GOOD             INDIV
 AB9078
 AB9078                          STATION DESCRIPTION
 AB9078
 AB9078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9078'29.0 KM (18.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9078'IN PIERRE, 101.0 M (331.4 FT) EAST OF MILEPOST 211, 22.6 M (74.1 FT)
 AB9078'NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AB9078'HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 AB9078'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9078
 AB9078                          STATION RECOVERY (2012)
 AB9078
 AB9078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9077 ***********************************************************************
 AB9077  DESIGNATION -  14 213.06
 AB9077  PID         -  AB9077
 AB9077  STATE/COUNTY-  SD/STANLEY
 AB9077  COUNTRY     -  US
 AB9077  USGS QUAD   -  LACY (2017)
 AB9077
 AB9077                         *CURRENT SURVEY CONTROL
 AB9077  ______________________________________________________________________
 AB9077* NAD 83(1986) POSITION- 44 23 12.     (N) 100 39 44.     (W)   SCALED
 AB9077* NAVD 88 ORTHO HEIGHT -   614.207 (meters)     2015.11  (feet) ADJUSTED
 AB9077  ______________________________________________________________________
 AB9077  GEOID HEIGHT    -        -23.012 (meters)                     GEOID18
 AB9077  DYNAMIC HEIGHT  -        614.070 (meters)     2014.66  (feet) COMP
 AB9077  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 AB9077
 AB9077  VERT ORDER      -  FIRST     CLASS II
 AB9077
 AB9077.The horizontal coordinates were scaled from a map and have
 AB9077.an estimated accuracy of +/- 6 seconds.
 AB9077
 AB9077.The orthometric height was determined by differential leveling and
 AB9077.adjusted by the NATIONAL GEODETIC SURVEY
 AB9077.in October 1997.
 AB9077
 AB9077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9077.GEOID18 height accuracy estimate available here.
 AB9077
 AB9077.Click photographs - Photos may exist for this station.
 AB9077
 AB9077.The dynamic height is computed by dividing the NAVD 88
 AB9077.geopotential number by the normal gravity value computed on the
 AB9077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9077.degrees latitude (g = 980.6199 gals.).
 AB9077
 AB9077.The modeled gravity was interpolated from observed gravity values.
 AB9077
 AB9077;                    North         East    Units  Estimated Accuracy
 AB9077;SPC SD S     -   228,170.      573,790.      MT  (+/- 180 meters Scaled)
 AB9077
 AB9077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ676161(NAD 83)
 AB9077
 AB9077                          SUPERSEDED SURVEY CONTROL
 AB9077
 AB9077.No superseded survey control is available for this station.
 AB9077
 AB9077_MARKER: DB = BENCH MARK DISK
 AB9077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9077_STAMPING: 14-213.06
 AB9077_MARK LOGO: SDDT
 AB9077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9077+STABILITY: SURFACE MOTION
 AB9077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9077+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9077
 AB9077  HISTORY     - Date     Condition        Report By
 AB9077  HISTORY     - UNK      MONUMENTED       SDDT
 AB9077  HISTORY     - 19950803 GOOD             NGS
 AB9077  HISTORY     - 20120524 GOOD             INDIV
 AB9077
 AB9077                          STATION DESCRIPTION
 AB9077
 AB9077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9077'25.8 KM (16.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9077'IN PIERRE, 1501.0 M (4924.5 FT) WEST OF MILEPOST 214, 23.4 M (76.8 FT)
 AB9077'NORTH OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT) BELOW THE LEVEL OF
 AB9077'THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF
 AB9077'A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AB9077'GROUND SURFACE.
 AB9077
 AB9077                          STATION RECOVERY (2012)
 AB9077
 AB9077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9076 ***********************************************************************
 AB9076  DESIGNATION -  14 214.06
 AB9076  PID         -  AB9076
 AB9076  STATE/COUNTY-  SD/STANLEY
 AB9076  COUNTRY     -  US
 AB9076  USGS QUAD   -  LACY (2017)
 AB9076
 AB9076                         *CURRENT SURVEY CONTROL
 AB9076  ______________________________________________________________________
 AB9076* NAD 83(1986) POSITION- 44 23 12.     (N) 100 38 33.     (W)   SCALED
 AB9076* NAVD 88 ORTHO HEIGHT -   595.608 (meters)     1954.09  (feet) ADJUSTED
 AB9076  ______________________________________________________________________
 AB9076  GEOID HEIGHT    -        -23.045 (meters)                     GEOID18
 AB9076  DYNAMIC HEIGHT  -        595.474 (meters)     1953.65  (feet) COMP
 AB9076  MODELED GRAVITY -    980,375.0   (mgal)                       NAVD 88
 AB9076
 AB9076  VERT ORDER      -  FIRST     CLASS II
 AB9076
 AB9076.The horizontal coordinates were scaled from a map and have
 AB9076.an estimated accuracy of +/- 6 seconds.
 AB9076
 AB9076.The orthometric height was determined by differential leveling and
 AB9076.adjusted by the NATIONAL GEODETIC SURVEY
 AB9076.in October 1997.
 AB9076
 AB9076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9076.GEOID18 height accuracy estimate available here.
 AB9076
 AB9076.Click photographs - Photos may exist for this station.
 AB9076
 AB9076.The dynamic height is computed by dividing the NAVD 88
 AB9076.geopotential number by the normal gravity value computed on the
 AB9076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9076.degrees latitude (g = 980.6199 gals.).
 AB9076
 AB9076.The modeled gravity was interpolated from observed gravity values.
 AB9076
 AB9076;                    North         East    Units  Estimated Accuracy
 AB9076;SPC SD S     -   228,160.      575,370.      MT  (+/- 180 meters Scaled)
 AB9076
 AB9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ691161(NAD 83)
 AB9076
 AB9076                          SUPERSEDED SURVEY CONTROL
 AB9076
 AB9076.No superseded survey control is available for this station.
 AB9076
 AB9076_MARKER: DB = BENCH MARK DISK
 AB9076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9076_STAMPING: 14-214.06
 AB9076_MARK LOGO: SDDT
 AB9076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9076+STABILITY: SURFACE MOTION
 AB9076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9076+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9076
 AB9076  HISTORY     - Date     Condition        Report By
 AB9076  HISTORY     - UNK      MONUMENTED       SDDT
 AB9076  HISTORY     - 19950803 GOOD             NGS
 AB9076  HISTORY     - 20120524 GOOD             INDIV
 AB9076
 AB9076                          STATION DESCRIPTION
 AB9076
 AB9076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9076'24.2 KM (15.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9076'IN PIERRE, 92.6 M (303.8 FT) EAST OF MILEPOST 214, 22.8 M (74.8 FT)
 AB9076'NORTH OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) EAST OF A T-FENCE
 AB9076'CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 AB9076'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AB9076'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9076
 AB9076                          STATION RECOVERY (2012)
 AB9076
 AB9076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9075 ***********************************************************************
 AB9075  DESIGNATION -  14 215.05
 AB9075  PID         -  AB9075
 AB9075  STATE/COUNTY-  SD/STANLEY
 AB9075  COUNTRY     -  US
 AB9075  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9075
 AB9075                         *CURRENT SURVEY CONTROL
 AB9075  ______________________________________________________________________
 AB9075* NAD 83(1986) POSITION- 44 23 12.     (N) 100 37 19.     (W)   SCALED
 AB9075* NAVD 88 ORTHO HEIGHT -   597.970 (meters)     1961.84  (feet) ADJUSTED
 AB9075  ______________________________________________________________________
 AB9075  GEOID HEIGHT    -        -23.081 (meters)                     GEOID18
 AB9075  DYNAMIC HEIGHT  -        597.837 (meters)     1961.40  (feet) COMP
 AB9075  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 AB9075
 AB9075  VERT ORDER      -  FIRST     CLASS II
 AB9075
 AB9075.The horizontal coordinates were scaled from a map and have
 AB9075.an estimated accuracy of +/- 6 seconds.
 AB9075
 AB9075.The orthometric height was determined by differential leveling and
 AB9075.adjusted by the NATIONAL GEODETIC SURVEY
 AB9075.in October 1997.
 AB9075
 AB9075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9075.GEOID18 height accuracy estimate available here.
 AB9075
 AB9075.Click photographs - Photos may exist for this station.
 AB9075
 AB9075.The dynamic height is computed by dividing the NAVD 88
 AB9075.geopotential number by the normal gravity value computed on the
 AB9075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9075.degrees latitude (g = 980.6199 gals.).
 AB9075
 AB9075.The modeled gravity was interpolated from observed gravity values.
 AB9075
 AB9075;                    North         East    Units  Estimated Accuracy
 AB9075;SPC SD S     -   228,160.      577,000.      MT  (+/- 180 meters Scaled)
 AB9075
 AB9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ708160(NAD 83)
 AB9075
 AB9075                          SUPERSEDED SURVEY CONTROL
 AB9075
 AB9075.No superseded survey control is available for this station.
 AB9075
 AB9075_MARKER: DB = BENCH MARK DISK
 AB9075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9075_STAMPING: 14-215.05
 AB9075_MARK LOGO: SDDT
 AB9075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9075+STABILITY: SURFACE MOTION
 AB9075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9075+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9075
 AB9075  HISTORY     - Date     Condition        Report By
 AB9075  HISTORY     - UNK      MONUMENTED       SDDT
 AB9075  HISTORY     - 19950803 GOOD             NGS
 AB9075  HISTORY     - 20120524 GOOD             INDIV
 AB9075
 AB9075                          STATION DESCRIPTION
 AB9075
 AB9075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9075'22.6 KM (14.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9075'IN PIERRE, 83.2 M (273.0 FT) EAST OF MILEPOST 215, 22.9 M (75.1 FT)
 AB9075'NORTH OF THE HIGHWAY CENTERLINE, 2.8 M (9.2 FT) WEST OF A T-FENCE
 AB9075'CORNER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 AB9075'SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AB9075'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9075
 AB9075                          STATION RECOVERY (2012)
 AB9075
 AB9075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9073 ***********************************************************************
 AB9073  DESIGNATION -  14 216.17
 AB9073  PID         -  AB9073
 AB9073  STATE/COUNTY-  SD/STANLEY
 AB9073  COUNTRY     -  US
 AB9073  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9073
 AB9073                         *CURRENT SURVEY CONTROL
 AB9073  ______________________________________________________________________
 AB9073* NAD 83(1986) POSITION- 44 22 49.     (N) 100 36 06.     (W)   SCALED
 AB9073* NAVD 88 ORTHO HEIGHT -   601.654 (meters)     1973.93  (feet) ADJUSTED
 AB9073  ______________________________________________________________________
 AB9073  GEOID HEIGHT    -        -23.131 (meters)                     GEOID18
 AB9073  DYNAMIC HEIGHT  -        601.519 (meters)     1973.48  (feet) COMP
 AB9073  MODELED GRAVITY -    980,374.7   (mgal)                       NAVD 88
 AB9073
 AB9073  VERT ORDER      -  FIRST     CLASS II
 AB9073
 AB9073.The horizontal coordinates were scaled from a map and have
 AB9073.an estimated accuracy of +/- 6 seconds.
 AB9073
 AB9073.The orthometric height was determined by differential leveling and
 AB9073.adjusted by the NATIONAL GEODETIC SURVEY
 AB9073.in October 1997.
 AB9073
 AB9073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9073.GEOID18 height accuracy estimate available here.
 AB9073
 AB9073.Click photographs - Photos may exist for this station.
 AB9073
 AB9073.The dynamic height is computed by dividing the NAVD 88
 AB9073.geopotential number by the normal gravity value computed on the
 AB9073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9073.degrees latitude (g = 980.6199 gals.).
 AB9073
 AB9073.The modeled gravity was interpolated from observed gravity values.
 AB9073
 AB9073;                    North         East    Units  Estimated Accuracy
 AB9073;SPC SD S     -   227,440.      578,620.      MT  (+/- 180 meters Scaled)
 AB9073
 AB9073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ724153(NAD 83)
 AB9073
 AB9073                          SUPERSEDED SURVEY CONTROL
 AB9073
 AB9073.No superseded survey control is available for this station.
 AB9073
 AB9073_MARKER: DB = BENCH MARK DISK
 AB9073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9073_STAMPING: 14-216.17
 AB9073_MARK LOGO: SDDT
 AB9073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9073+STABILITY: SURFACE MOTION
 AB9073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9073+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AB9073
 AB9073  HISTORY     - Date     Condition        Report By
 AB9073  HISTORY     - UNK      MONUMENTED       SDDT
 AB9073  HISTORY     - 19950803 GOOD             NGS
 AB9073  HISTORY     - 20120517 GOOD             INDIV
 AB9073
 AB9073                          STATION DESCRIPTION
 AB9073
 AB9073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9073'20.8 KM (12.90 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9073'IN PIERRE, 281.0 M (921.9 FT) EAST OF MILEPOST 216, 73.5 M (241.1 FT)
 AB9073'WEST OF THE WEST LEG OF A HIGH LINE TOWER, 22.5 M (73.8 FT) NORTHEAST
 AB9073'OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.3 M
 AB9073'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A
 AB9073'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9073
 AB9073                          STATION RECOVERY (2012)
 AB9073
 AB9073'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9069 ***********************************************************************
 AB9069  DESIGNATION -  14 220.17
 AB9069  PID         -  AB9069
 AB9069  STATE/COUNTY-  SD/STANLEY
 AB9069  COUNTRY     -  US
 AB9069  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9069
 AB9069                         *CURRENT SURVEY CONTROL
 AB9069  ______________________________________________________________________
 AB9069* NAD 83(1986) POSITION- 44 22 47.42   (N) 100 31 16.70   (W)   HD_HELD1
 AB9069* NAVD 88 ORTHO HEIGHT -   496.736 (meters)     1629.71  (feet) ADJUSTED
 AB9069  ______________________________________________________________________
 AB9069  GEOID HEIGHT    -        -23.269 (meters)                     GEOID18
 AB9069  DYNAMIC HEIGHT  -        496.625 (meters)     1629.34  (feet) COMP
 AB9069  MODELED GRAVITY -    980,379.8   (mgal)                       NAVD 88
 AB9069
 AB9069  VERT ORDER      -  FIRST     CLASS II
 AB9069
 AB9069.The horizontal coordinates were determined by differentially corrected
 AB9069.hand held GPS observations or other comparable positioning techniques
 AB9069.and have an estimated accuracy of +/- 3 meters.
 AB9069
 AB9069.The orthometric height was determined by differential leveling and
 AB9069.adjusted by the NATIONAL GEODETIC SURVEY
 AB9069.in October 1997.
 AB9069
 AB9069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9069.GEOID18 height accuracy estimate available here.
 AB9069
 AB9069.Click photographs - Photos may exist for this station.
 AB9069
 AB9069.The dynamic height is computed by dividing the NAVD 88
 AB9069.geopotential number by the normal gravity value computed on the
 AB9069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9069.degrees latitude (g = 980.6199 gals.).
 AB9069
 AB9069.The modeled gravity was interpolated from observed gravity values.
 AB9069
 AB9069;                    North         East    Units  Estimated Accuracy
 AB9069;SPC SD S     -   227,376.3     585,020.1     MT  (+/- 3 meters HH1 GPS) 
 AB9069
 AB9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7881115187(NAD 83)
 AB9069
 AB9069                          SUPERSEDED SURVEY CONTROL
 AB9069
 AB9069.No superseded survey control is available for this station.
 AB9069
 AB9069_MARKER: DB = BENCH MARK DISK
 AB9069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9069_STAMPING: 14-220.17
 AB9069_MARK LOGO: SDDT
 AB9069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9069+STABILITY: SURFACE MOTION
 AB9069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9069+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AB9069
 AB9069  HISTORY     - Date     Condition        Report By
 AB9069  HISTORY     - UNK      MONUMENTED       SDDT
 AB9069  HISTORY     - 19950803 GOOD             NGS
 AB9069  HISTORY     - 20120517 GOOD             INDIV
 AB9069
 AB9069                          STATION DESCRIPTION
 AB9069
 AB9069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9069'14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9069'IN PIERRE, 271.0 M (889.1 FT) EAST OF MILEPOST 220, 22.8 M (74.8 FT)
 AB9069'NORTH OF THE HIGHWAY CENTERLINE, 20.7 M (67.9 FT) EAST OF THE CENTER
 AB9069'OF A DRIVEWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AB9069'(2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE
 AB9069'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9069
 AB9069                          STATION RECOVERY (2012)
 AB9069
 AB9069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9066 ***********************************************************************
 AB9066  DESIGNATION -  14 222.27
 AB9066  PID         -  AB9066
 AB9066  STATE/COUNTY-  SD/STANLEY
 AB9066  COUNTRY     -  US
 AB9066  USGS QUAD   -  OAHE DAM (2017)
 AB9066
 AB9066                         *CURRENT SURVEY CONTROL
 AB9066  ______________________________________________________________________
 AB9066* NAD 83(1986) POSITION- 44 23 11.     (N) 100 28 52.     (W)   SCALED
 AB9066* NAVD 88 ORTHO HEIGHT -   546.321 (meters)     1792.39  (feet) ADJUSTED
 AB9066  ______________________________________________________________________
 AB9066  GEOID HEIGHT    -        -23.291 (meters)                     GEOID18
 AB9066  DYNAMIC HEIGHT  -        546.202 (meters)     1792.00  (feet) COMP
 AB9066  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 AB9066
 AB9066  VERT ORDER      -  FIRST     CLASS II
 AB9066
 AB9066.The horizontal coordinates were scaled from a map and have
 AB9066.an estimated accuracy of +/- 6 seconds.
 AB9066
 AB9066.The orthometric height was determined by differential leveling and
 AB9066.adjusted by the NATIONAL GEODETIC SURVEY
 AB9066.in October 1997.
 AB9066
 AB9066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9066.GEOID18 height accuracy estimate available here.
 AB9066
 AB9066.Click photographs - Photos may exist for this station.
 AB9066
 AB9066.The dynamic height is computed by dividing the NAVD 88
 AB9066.geopotential number by the normal gravity value computed on the
 AB9066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9066.degrees latitude (g = 980.6199 gals.).
 AB9066
 AB9066.The modeled gravity was interpolated from observed gravity values.
 AB9066
 AB9066;                    North         East    Units  Estimated Accuracy
 AB9066;SPC SD S     -   228,100.      588,230.      MT  (+/- 180 meters Scaled)
 AB9066
 AB9066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ820158(NAD 83)
 AB9066
 AB9066                          SUPERSEDED SURVEY CONTROL
 AB9066
 AB9066.No superseded survey control is available for this station.
 AB9066
 AB9066_MARKER: DB = BENCH MARK DISK
 AB9066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9066_STAMPING: 14-222.27
 AB9066_MARK LOGO: SDDT
 AB9066_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9066+STABILITY: SURFACE MOTION
 AB9066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9066+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AB9066
 AB9066  HISTORY     - Date     Condition        Report By
 AB9066  HISTORY     - UNK      MONUMENTED       SDDT
 AB9066  HISTORY     - 19950802 GOOD             NGS
 AB9066  HISTORY     - 20120517 GOOD             INDIV
 AB9066
 AB9066                          STATION DESCRIPTION
 AB9066
 AB9066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9066'11.0 KM (6.85 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9066'IN PIERRE, 433.0 M (1420.6 FT) EAST OF MILEPOST 222, 22.8 M (74.8 FT)
 AB9066'NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AB9066'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 AB9066'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9066
 AB9066                          STATION RECOVERY (2012)
 AB9066
 AB9066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9065 ***********************************************************************
 AB9065  DESIGNATION -  14 223.27
 AB9065  PID         -  AB9065
 AB9065  STATE/COUNTY-  SD/STANLEY
 AB9065  COUNTRY     -  US
 AB9065  USGS QUAD   -  OAHE DAM (2017)
 AB9065
 AB9065                         *CURRENT SURVEY CONTROL
 AB9065  ______________________________________________________________________
 AB9065* NAD 83(1986) POSITION- 44 23 12.     (N) 100 27 40.     (W)   SCALED
 AB9065* NAVD 88 ORTHO HEIGHT -   526.523 (meters)     1727.43  (feet) ADJUSTED
 AB9065  ______________________________________________________________________
 AB9065  GEOID HEIGHT    -        -23.309 (meters)                     GEOID18
 AB9065  DYNAMIC HEIGHT  -        526.411 (meters)     1727.07  (feet) COMP
 AB9065  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 AB9065
 AB9065  VERT ORDER      -  FIRST     CLASS II
 AB9065
 AB9065.The horizontal coordinates were scaled from a map and have
 AB9065.an estimated accuracy of +/- 6 seconds.
 AB9065
 AB9065.The orthometric height was determined by differential leveling and
 AB9065.adjusted by the NATIONAL GEODETIC SURVEY
 AB9065.in October 1997.
 AB9065
 AB9065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9065.GEOID18 height accuracy estimate available here.
 AB9065
 AB9065.Click photographs - Photos may exist for this station.
 AB9065
 AB9065.The dynamic height is computed by dividing the NAVD 88
 AB9065.geopotential number by the normal gravity value computed on the
 AB9065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9065.degrees latitude (g = 980.6199 gals.).
 AB9065
 AB9065.The modeled gravity was interpolated from observed gravity values.
 AB9065
 AB9065;                    North         East    Units  Estimated Accuracy
 AB9065;SPC SD S     -   228,130.      589,820.      MT  (+/- 180 meters Scaled)
 AB9065
 AB9065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ836158(NAD 83)
 AB9065
 AB9065                          SUPERSEDED SURVEY CONTROL
 AB9065
 AB9065.No superseded survey control is available for this station.
 AB9065
 AB9065_MARKER: DB = BENCH MARK DISK
 AB9065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9065_STAMPING: 14-223.27
 AB9065_MARK LOGO: SDDT
 AB9065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9065+STABILITY: SURFACE MOTION
 AB9065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9065+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1995
 AB9065
 AB9065  HISTORY     - Date     Condition        Report By
 AB9065  HISTORY     - UNK      MONUMENTED       SDDT
 AB9065  HISTORY     - 19950802 GOOD             NGS
 AB9065  HISTORY     - 20120516 POOR             INDIV
 AB9065
 AB9065                          STATION DESCRIPTION
 AB9065
 AB9065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9065'9.4 KM (5.85 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9065'IN PIERRE, 440.0 M (1443.6 FT) EAST OF MILEPOST 223, 23.1 M (75.8 FT)
 AB9065'NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3
 AB9065'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A
 AB9065'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9065
 AB9065                          STATION RECOVERY (2012)
 AB9065
 AB9065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9065'MONUMENT IN LAYING ON ITS SIDE, HALFWAY BURIED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9064 ***********************************************************************
 AB9064  DESIGNATION -  14 224.27
 AB9064  PID         -  AB9064
 AB9064  STATE/COUNTY-  SD/STANLEY
 AB9064  COUNTRY     -  US
 AB9064  USGS QUAD   -  OAHE DAM (2017)
 AB9064
 AB9064                         *CURRENT SURVEY CONTROL
 AB9064  ______________________________________________________________________
 AB9064* NAD 83(1986) POSITION- 44 23 17.     (N) 100 26 27.     (W)   SCALED
 AB9064* NAVD 88 ORTHO HEIGHT -   525.102 (meters)     1722.77  (feet) ADJUSTED
 AB9064  ______________________________________________________________________
 AB9064  GEOID HEIGHT    -        -23.321 (meters)                     GEOID18
 AB9064  DYNAMIC HEIGHT  -        524.991 (meters)     1722.41  (feet) COMP
 AB9064  MODELED GRAVITY -    980,390.7   (mgal)                       NAVD 88
 AB9064
 AB9064  VERT ORDER      -  FIRST     CLASS II
 AB9064
 AB9064.The horizontal coordinates were scaled from a map and have
 AB9064.an estimated accuracy of +/- 6 seconds.
 AB9064
 AB9064.The orthometric height was determined by differential leveling and
 AB9064.adjusted by the NATIONAL GEODETIC SURVEY
 AB9064.in October 1997.
 AB9064
 AB9064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9064.GEOID18 height accuracy estimate available here.
 AB9064
 AB9064.Click photographs - Photos may exist for this station.
 AB9064
 AB9064.The dynamic height is computed by dividing the NAVD 88
 AB9064.geopotential number by the normal gravity value computed on the
 AB9064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9064.degrees latitude (g = 980.6199 gals.).
 AB9064
 AB9064.The modeled gravity was interpolated from observed gravity values.
 AB9064
 AB9064;                    North         East    Units  Estimated Accuracy
 AB9064;SPC SD S     -   228,280.      591,430.      MT  (+/- 180 meters Scaled)
 AB9064
 AB9064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852159(NAD 83)
 AB9064
 AB9064                          SUPERSEDED SURVEY CONTROL
 AB9064
 AB9064.No superseded survey control is available for this station.
 AB9064
 AB9064_MARKER: DB = BENCH MARK DISK
 AB9064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9064_STAMPING: 14-224.27
 AB9064_MARK LOGO: SDDT
 AB9064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9064+STABILITY: SURFACE MOTION
 AB9064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9064+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AB9064
 AB9064  HISTORY     - Date     Condition        Report By
 AB9064  HISTORY     - UNK      MONUMENTED       SDDT
 AB9064  HISTORY     - 19950802 GOOD             NGS
 AB9064  HISTORY     - 20120517 GOOD             INDIV
 AB9064
 AB9064                          STATION DESCRIPTION
 AB9064
 AB9064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9064'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9064'IN PIERRE, 442.0 M (1450.1 FT) EAST OF MILEPOST 224, 24.2 M (79.4 FT)
 AB9064'NORTH OF THE HIGHWAY CENTERLINE, 3.2 M (10.5 FT) WEST OF A T-FENCE
 AB9064'CORNER, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 AB9064'SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AB9064'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9064
 AB9064                          STATION RECOVERY (2012)
 AB9064
 AB9064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9063 ***********************************************************************
 AB9063  DESIGNATION -  14 225.38
 AB9063  PID         -  AB9063
 AB9063  STATE/COUNTY-  SD/STANLEY
 AB9063  COUNTRY     -  US
 AB9063  USGS QUAD   -  OAHE DAM (2017)
 AB9063
 AB9063                         *CURRENT SURVEY CONTROL
 AB9063  ______________________________________________________________________
 AB9063* NAD 83(1986) POSITION- 44 22 59.     (N) 100 25 15.     (W)   SCALED
 AB9063* NAVD 88 ORTHO HEIGHT -   529.950 (meters)     1738.68  (feet) ADJUSTED
 AB9063  ______________________________________________________________________
 AB9063  GEOID HEIGHT    -        -23.354 (meters)                     GEOID18
 AB9063  DYNAMIC HEIGHT  -        529.839 (meters)     1738.31  (feet) COMP
 AB9063  MODELED GRAVITY -    980,393.1   (mgal)                       NAVD 88
 AB9063
 AB9063  VERT ORDER      -  FIRST     CLASS II
 AB9063
 AB9063.The horizontal coordinates were scaled from a map and have
 AB9063.an estimated accuracy of +/- 6 seconds.
 AB9063
 AB9063.The orthometric height was determined by differential leveling and
 AB9063.adjusted by the NATIONAL GEODETIC SURVEY
 AB9063.in October 1997.
 AB9063
 AB9063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9063.GEOID18 height accuracy estimate available here.
 AB9063
 AB9063.Click photographs - Photos may exist for this station.
 AB9063
 AB9063.The dynamic height is computed by dividing the NAVD 88
 AB9063.geopotential number by the normal gravity value computed on the
 AB9063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9063.degrees latitude (g = 980.6199 gals.).
 AB9063
 AB9063.The modeled gravity was interpolated from observed gravity values.
 AB9063
 AB9063;                    North         East    Units  Estimated Accuracy
 AB9063;SPC SD S     -   227,720.      593,030.      MT  (+/- 180 meters Scaled)
 AB9063
 AB9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ868154(NAD 83)
 AB9063
 AB9063                          SUPERSEDED SURVEY CONTROL
 AB9063
 AB9063.No superseded survey control is available for this station.
 AB9063
 AB9063_MARKER: DB = BENCH MARK DISK
 AB9063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9063_STAMPING: 14-225.38
 AB9063_MARK LOGO: SDDT
 AB9063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9063+STABILITY: SURFACE MOTION
 AB9063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9063+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9063
 AB9063  HISTORY     - Date     Condition        Report By
 AB9063  HISTORY     - UNK      MONUMENTED       SDDT
 AB9063  HISTORY     - 19950802 GOOD             NGS
 AB9063  HISTORY     - 20120524 GOOD             INDIV
 AB9063
 AB9063                          STATION DESCRIPTION
 AB9063
 AB9063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9063'6.0 KM (3.70 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9063'IN PIERRE, 604.0 M (1981.6 FT) EAST OF MILEPOST 225, 67.4 M (221.1 FT)
 AB9063'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 23.1 M (75.8 FT)
 AB9063'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AB9063'THE HIGHWAY, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND
 AB9063'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9063
 AB9063                          STATION RECOVERY (2012)
 AB9063
 AB9063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9037 ***********************************************************************
 AB9037  DESIGNATION -  14 233.11
 AB9037  PID         -  AB9037
 AB9037  STATE/COUNTY-  SD/HUGHES
 AB9037  COUNTRY     -  US
 AB9037  USGS QUAD   -  PIERRE NE (2017)
 AB9037
 AB9037                         *CURRENT SURVEY CONTROL
 AB9037  ______________________________________________________________________
 AB9037* NAD 83(1986) POSITION- 44 24 03.     (N) 100 18 00.     (W)   SCALED
 AB9037* NAVD 88 ORTHO HEIGHT -   540.709 (meters)     1773.98  (feet) ADJUSTED
 AB9037  ______________________________________________________________________
 AB9037  GEOID HEIGHT    -        -23.368 (meters)                     GEOID18
 AB9037  DYNAMIC HEIGHT  -        540.602 (meters)     1773.63  (feet) COMP
 AB9037  MODELED GRAVITY -    980,404.2   (mgal)                       NAVD 88
 AB9037
 AB9037  VERT ORDER      -  FIRST     CLASS II
 AB9037
 AB9037.The horizontal coordinates were scaled from a map and have
 AB9037.an estimated accuracy of +/- 6 seconds.
 AB9037
 AB9037.The orthometric height was determined by differential leveling and
 AB9037.adjusted by the NATIONAL GEODETIC SURVEY
 AB9037.in October 1997.
 AB9037
 AB9037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9037.GEOID18 height accuracy estimate available here.
 AB9037
 AB9037.Click photographs - Photos may exist for this station.
 AB9037
 AB9037.The dynamic height is computed by dividing the NAVD 88
 AB9037.geopotential number by the normal gravity value computed on the
 AB9037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9037.degrees latitude (g = 980.6199 gals.).
 AB9037
 AB9037.The modeled gravity was interpolated from observed gravity values.
 AB9037
 AB9037;                    North         East    Units  Estimated Accuracy
 AB9037;SPC SD S     -   229,690.      602,660.      MT  (+/- 180 meters Scaled)
 AB9037
 AB9037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ964172(NAD 83)
 AB9037
 AB9037                          SUPERSEDED SURVEY CONTROL
 AB9037
 AB9037.No superseded survey control is available for this station.
 AB9037
 AB9037_MARKER: DB = BENCH MARK DISK
 AB9037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9037_STAMPING: 14-233.11 1994
 AB9037_MARK LOGO: SDDT
 AB9037_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9037+STABILITY: SURFACE MOTION
 AB9037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB9037+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9037
 AB9037  HISTORY     - Date     Condition        Report By
 AB9037  HISTORY     - 1994     MONUMENTED       SDDT
 AB9037  HISTORY     - 19941202 GOOD             NGS
 AB9037  HISTORY     - 20120308 GOOD             INDIV
 AB9037
 AB9037                          STATION DESCRIPTION
 AB9037
 AB9037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9037'6.3 KM (3.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9037'IN PIERRE, 164.0 M (538.1 FT) EAST OF MILEPOST 233, 32.2 M (105.6 FT)
 AB9037'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 7.3
 AB9037'M (24.0 FT) SOUTHEAST OF A FENCE CORNER, 6.2 M (20.3 FT)
 AB9037'SOUTH-SOUTHEAST OF A FENCE, 5.3 M (17.4 FT) NORTHEAST OF A
 AB9037'RIGHT-OF-WAY POST, 3.5 M (11.5 FT) NORTHWEST OF THE CENTER OF A TRACK
 AB9037'ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT)
 AB9037'SOUTH-SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9037'GROUND SURFACE.
 AB9037
 AB9037                          STATION RECOVERY (2012)
 AB9037
 AB9037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9032 ***********************************************************************
 AB9032  DESIGNATION -  14 234.22
 AB9032  PID         -  AB9032
 AB9032  STATE/COUNTY-  SD/HUGHES
 AB9032  COUNTRY     -  US
 AB9032  USGS QUAD   -  PIERRE NE (2017)
 AB9032
 AB9032                         *CURRENT SURVEY CONTROL
 AB9032  ______________________________________________________________________
 AB9032* NAD 83(1986) POSITION- 44 24 27.     (N) 100 16 43.     (W)   SCALED
 AB9032* NAVD 88 ORTHO HEIGHT -   525.914 (meters)     1725.44  (feet) ADJUSTED
 AB9032  ______________________________________________________________________
 AB9032  GEOID HEIGHT    -        -23.376 (meters)                     GEOID18
 AB9032  DYNAMIC HEIGHT  -        525.811 (meters)     1725.10  (feet) COMP
 AB9032  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 AB9032
 AB9032  VERT ORDER      -  FIRST     CLASS II
 AB9032
 AB9032.The horizontal coordinates were scaled from a map and have
 AB9032.an estimated accuracy of +/- 6 seconds.
 AB9032
 AB9032.The orthometric height was determined by differential leveling and
 AB9032.adjusted by the NATIONAL GEODETIC SURVEY
 AB9032.in October 1997.
 AB9032
 AB9032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9032.GEOID18 height accuracy estimate available here.
 AB9032
 AB9032.Click photographs - Photos may exist for this station.
 AB9032
 AB9032.The dynamic height is computed by dividing the NAVD 88
 AB9032.geopotential number by the normal gravity value computed on the
 AB9032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9032.degrees latitude (g = 980.6199 gals.).
 AB9032
 AB9032.The modeled gravity was interpolated from observed gravity values.
 AB9032
 AB9032;                    North         East    Units  Estimated Accuracy
 AB9032;SPC SD S     -   230,430.      604,360.      MT  (+/- 180 meters Scaled)
 AB9032
 AB9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ981179(NAD 83)
 AB9032
 AB9032                          SUPERSEDED SURVEY CONTROL
 AB9032
 AB9032.No superseded survey control is available for this station.
 AB9032
 AB9032_MARKER: DB = BENCH MARK DISK
 AB9032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9032_STAMPING: 14-234.22 1994
 AB9032_MARK LOGO: SDDT
 AB9032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9032+STABILITY: SURFACE MOTION
 AB9032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9032+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9032
 AB9032  HISTORY     - Date     Condition        Report By
 AB9032  HISTORY     - 1994     MONUMENTED       SDDT
 AB9032  HISTORY     - 19941122 GOOD             NGS
 AB9032  HISTORY     - 20120308 GOOD             INDIV
 AB9032
 AB9032                          STATION DESCRIPTION
 AB9032
 AB9032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9032'8.1 KM (5.05 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9032'IN PIERRE, 511.0 M (1676.5 FT) EAST OF MILEPOST 233.95, 50.0 M (164.0
 AB9032'FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 30.3 M (99.4
 AB9032'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) NORTHEAST OF
 AB9032'A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 0.7 M (2.3 FT) BELOW THE
 AB9032'LEVEL OF THE HIGHWAY, 0.2 KM (0.10 MI) SOUTHEAST OF A WITNESS POST AND
 AB9032'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9032
 AB9032                          STATION RECOVERY (2012)
 AB9032
 AB9032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9028 ***********************************************************************
 AB9028  DESIGNATION -  14 238.64
 AB9028  PID         -  AB9028
 AB9028  STATE/COUNTY-  SD/HUGHES
 AB9028  COUNTRY     -  US
 AB9028  USGS QUAD   -  CANNING NW (2017)
 AB9028
 AB9028                         *CURRENT SURVEY CONTROL
 AB9028  ______________________________________________________________________
 AB9028* NAD 83(1986) POSITION- 44 26 12.     (N) 100 12 03.     (W)   SCALED
 AB9028* NAVD 88 ORTHO HEIGHT -   531.949 (meters)     1745.24  (feet) ADJUSTED
 AB9028  ______________________________________________________________________
 AB9028  GEOID HEIGHT    -        -23.443 (meters)                     GEOID18
 AB9028  DYNAMIC HEIGHT  -        531.841 (meters)     1744.88  (feet) COMP
 AB9028  MODELED GRAVITY -    980,398.2   (mgal)                       NAVD 88
 AB9028
 AB9028  VERT ORDER      -  FIRST     CLASS II
 AB9028
 AB9028.The horizontal coordinates were scaled from a map and have
 AB9028.an estimated accuracy of +/- 6 seconds.
 AB9028
 AB9028.The orthometric height was determined by differential leveling and
 AB9028.adjusted by the NATIONAL GEODETIC SURVEY
 AB9028.in October 1997.
 AB9028
 AB9028.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9028.GEOID18 height accuracy estimate available here.
 AB9028
 AB9028.Click photographs - Photos may exist for this station.
 AB9028
 AB9028.The dynamic height is computed by dividing the NAVD 88
 AB9028.geopotential number by the normal gravity value computed on the
 AB9028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9028.degrees latitude (g = 980.6199 gals.).
 AB9028
 AB9028.The modeled gravity was interpolated from observed gravity values.
 AB9028
 AB9028;                    North         East    Units  Estimated Accuracy
 AB9028;SPC SD S     -   233,680.      610,550.      MT  (+/- 180 meters Scaled)
 AB9028
 AB9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ044210(NAD 83)
 AB9028
 AB9028                          SUPERSEDED SURVEY CONTROL
 AB9028
 AB9028.No superseded survey control is available for this station.
 AB9028
 AB9028_MARKER: DB = BENCH MARK DISK
 AB9028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9028_STAMPING: 14 238.64 1994
 AB9028_MARK LOGO: SDDT
 AB9028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9028+STABILITY: SURFACE MOTION
 AB9028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9028+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9028
 AB9028  HISTORY     - Date     Condition        Report By
 AB9028  HISTORY     - 1994     MONUMENTED       SDDT
 AB9028  HISTORY     - 19941122 GOOD             NGS
 AB9028  HISTORY     - 20120308 GOOD             INDIV
 AB9028
 AB9028                          STATION DESCRIPTION
 AB9028
 AB9028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9028'15.2 KM (9.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9028'IN PIERRE, 579.0 M (1899.6 FT) WEST OF MILEPOST 239, 60.5 M (198.5 FT)
 AB9028'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 30.1 M (98.8 FT)
 AB9028'NORTHWEST OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) SOUTHWEST OF A
 AB9028'UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M
 AB9028'(0.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AB9028'THE GROUND SURFACE.
 AB9028
 AB9028                          STATION RECOVERY (2012)
 AB9028
 AB9028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9027 ***********************************************************************
 AB9027  DESIGNATION -  14 240.06
 AB9027  PID         -  AB9027
 AB9027  STATE/COUNTY-  SD/HUGHES
 AB9027  COUNTRY     -  US
 AB9027  USGS QUAD   -  CANNING NW (2017)
 AB9027
 AB9027                         *CURRENT SURVEY CONTROL
 AB9027  ______________________________________________________________________
 AB9027* NAD 83(1986) POSITION- 44 26 50.53   (N) 100 10 31.80   (W)   HD_HELD1
 AB9027* NAVD 88 ORTHO HEIGHT -   548.127 (meters)     1798.31  (feet) ADJUSTED
 AB9027  ______________________________________________________________________
 AB9027  GEOID HEIGHT    -        -23.465 (meters)                     GEOID18
 AB9027  DYNAMIC HEIGHT  -        548.013 (meters)     1797.94  (feet) COMP
 AB9027  MODELED GRAVITY -    980,393.2   (mgal)                       NAVD 88
 AB9027
 AB9027  VERT ORDER      -  FIRST     CLASS II
 AB9027
 AB9027.The horizontal coordinates were determined by differentially corrected
 AB9027.hand held GPS observations or other comparable positioning techniques
 AB9027.and have an estimated accuracy of +/- 3 meters.
 AB9027
 AB9027.The orthometric height was determined by differential leveling and
 AB9027.adjusted by the NATIONAL GEODETIC SURVEY
 AB9027.in October 1997.
 AB9027
 AB9027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9027.GEOID18 height accuracy estimate available here.
 AB9027
 AB9027.Click photographs - Photos may exist for this station.
 AB9027
 AB9027.The dynamic height is computed by dividing the NAVD 88
 AB9027.geopotential number by the normal gravity value computed on the
 AB9027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9027.degrees latitude (g = 980.6199 gals.).
 AB9027
 AB9027.The modeled gravity was interpolated from observed gravity values.
 AB9027
 AB9027;                    North         East    Units  Estimated Accuracy
 AB9027;SPC SD S     -   234,875.3     612,563.8     MT  (+/- 3 meters HH1 GPS) 
 AB9027
 AB9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0646622235(NAD 83)
 AB9027
 AB9027                          SUPERSEDED SURVEY CONTROL
 AB9027
 AB9027.No superseded survey control is available for this station.
 AB9027
 AB9027_MARKER: DB = BENCH MARK DISK
 AB9027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9027_STAMPING: 14 240.06 1994
 AB9027_MARK LOGO: SDDT
 AB9027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9027+STABILITY: SURFACE MOTION
 AB9027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9027+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9027
 AB9027  HISTORY     - Date     Condition        Report By
 AB9027  HISTORY     - 1994     MONUMENTED       SDDT
 AB9027  HISTORY     - 19941122 GOOD             NGS
 AB9027  HISTORY     - 20120308 GOOD             INDIV
 AB9027
 AB9027                          STATION DESCRIPTION
 AB9027
 AB9027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9027'17.5 KM (10.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9027'IN PIERRE, 98.9 M (324.5 FT) EAST OF MILEPOST 240, 29.5 M (96.8 FT)
 AB9027'NORTHWEST OF THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) WEST OF A UTILITY
 AB9027'POLE, 0.5 M (1.6 FT) SOUTH OF A FENCE CORNER, 0.4 M (1.3 FT) BELOW THE
 AB9027'LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE
 AB9027'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9027
 AB9027                          STATION RECOVERY (2012)
 AB9027
 AB9027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9026 ***********************************************************************
 AB9026  DESIGNATION -  14 241.04
 AB9026  PID         -  AB9026
 AB9026  STATE/COUNTY-  SD/HUGHES
 AB9026  COUNTRY     -  US
 AB9026  USGS QUAD   -  CANNING NW (2017)
 AB9026
 AB9026                         *CURRENT SURVEY CONTROL
 AB9026  ______________________________________________________________________
 AB9026* NAD 83(1986) POSITION- 44 27 21.     (N) 100 09 35.     (W)   SCALED
 AB9026* NAVD 88 ORTHO HEIGHT -   558.289 (meters)     1831.65  (feet) ADJUSTED
 AB9026  ______________________________________________________________________
 AB9026  GEOID HEIGHT    -        -23.473 (meters)                     GEOID18
 AB9026  DYNAMIC HEIGHT  -        558.173 (meters)     1831.27  (feet) COMP
 AB9026  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 AB9026
 AB9026  VERT ORDER      -  FIRST     CLASS II
 AB9026
 AB9026.The horizontal coordinates were scaled from a map and have
 AB9026.an estimated accuracy of +/- 6 seconds.
 AB9026
 AB9026.The orthometric height was determined by differential leveling and
 AB9026.adjusted by the NATIONAL GEODETIC SURVEY
 AB9026.in October 1997.
 AB9026
 AB9026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9026.GEOID18 height accuracy estimate available here.
 AB9026
 AB9026.Click photographs - Photos may exist for this station.
 AB9026
 AB9026.The dynamic height is computed by dividing the NAVD 88
 AB9026.geopotential number by the normal gravity value computed on the
 AB9026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9026.degrees latitude (g = 980.6199 gals.).
 AB9026
 AB9026.The modeled gravity was interpolated from observed gravity values.
 AB9026
 AB9026;                    North         East    Units  Estimated Accuracy
 AB9026;SPC SD S     -   235,820.      613,820.      MT  (+/- 180 meters Scaled)
 AB9026
 AB9026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ077231(NAD 83)
 AB9026
 AB9026                          SUPERSEDED SURVEY CONTROL
 AB9026
 AB9026.No superseded survey control is available for this station.
 AB9026
 AB9026_MARKER: DB = BENCH MARK DISK
 AB9026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9026_STAMPING: 14 241.04 1994
 AB9026_MARK LOGO: SDDT
 AB9026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9026+STABILITY: SURFACE MOTION
 AB9026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9026+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9026
 AB9026  HISTORY     - Date     Condition        Report By
 AB9026  HISTORY     - 1994     MONUMENTED       SDDT
 AB9026  HISTORY     - 19941130 GOOD             NGS
 AB9026  HISTORY     - 20120308 GOOD             INDIV
 AB9026
 AB9026                          STATION DESCRIPTION
 AB9026
 AB9026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9026'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9026'BLUNT, THENCE 15.8 KM (9.80 MI) WESTERLY ALONG U.S. HIGHWAY 14, 83.0 M
 AB9026'(272.3 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 78.6 M (257.9
 AB9026'FT) NORTH OF MILEPOST 241, 50.0 M (164.0 FT) NORTH OF THE CENTER OF A
 AB9026'POWER LINE CROSSING, 39.3 M (128.9 FT) NORTHWEST OF THE HIGHWAY
 AB9026'CENTERLINE, 0.4 M (1.3 FT) SOUTHEAST OF THE 2ND POST FROM THE
 AB9026'SOUTHWEST END OF 4 BRACED FENCE POSTS, 0.3 M (1.0 FT) SOUTHEAST OF A
 AB9026'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9026'SURFACE.
 AB9026
 AB9026                          STATION RECOVERY (2012)
 AB9026
 AB9026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9024 ***********************************************************************
 AB9024  DESIGNATION -  14 242.50
 AB9024  PID         -  AB9024
 AB9024  STATE/COUNTY-  SD/HUGHES
 AB9024  COUNTRY     -  US
 AB9024  USGS QUAD   -  CANNING NW (2017)
 AB9024
 AB9024                         *CURRENT SURVEY CONTROL
 AB9024  ______________________________________________________________________
 AB9024* NAD 83(1986) POSITION- 44 28 05.     (N) 100 08 01.     (W)   SCALED
 AB9024* NAVD 88 ORTHO HEIGHT -   558.073 (meters)     1830.94  (feet) ADJUSTED
 AB9024  ______________________________________________________________________
 AB9024  GEOID HEIGHT    -        -23.482 (meters)                     GEOID18
 AB9024  DYNAMIC HEIGHT  -        557.957 (meters)     1830.56  (feet) COMP
 AB9024  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 AB9024
 AB9024  VERT ORDER      -  FIRST     CLASS II
 AB9024
 AB9024.The horizontal coordinates were scaled from a map and have
 AB9024.an estimated accuracy of +/- 6 seconds.
 AB9024
 AB9024.The orthometric height was determined by differential leveling and
 AB9024.adjusted by the NATIONAL GEODETIC SURVEY
 AB9024.in October 1997.
 AB9024
 AB9024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9024.GEOID18 height accuracy estimate available here.
 AB9024
 AB9024.Click photographs - Photos may exist for this station.
 AB9024
 AB9024.The dynamic height is computed by dividing the NAVD 88
 AB9024.geopotential number by the normal gravity value computed on the
 AB9024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9024.degrees latitude (g = 980.6199 gals.).
 AB9024
 AB9024.The modeled gravity was interpolated from observed gravity values.
 AB9024
 AB9024;                    North         East    Units  Estimated Accuracy
 AB9024;SPC SD S     -   237,180.      615,890.      MT  (+/- 180 meters Scaled)
 AB9024
 AB9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ098244(NAD 83)
 AB9024
 AB9024                          SUPERSEDED SURVEY CONTROL
 AB9024
 AB9024.No superseded survey control is available for this station.
 AB9024
 AB9024_MARKER: DB = BENCH MARK DISK
 AB9024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9024_STAMPING: 14 242.50 1994
 AB9024_MARK LOGO: SDDT
 AB9024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9024+STABILITY: SURFACE MOTION
 AB9024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9024+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9024
 AB9024  HISTORY     - Date     Condition        Report By
 AB9024  HISTORY     - 1994     MONUMENTED       SDDT
 AB9024  HISTORY     - 19941130 GOOD             NGS
 AB9024  HISTORY     - 20120308 GOOD             INDIV
 AB9024
 AB9024                          STATION DESCRIPTION
 AB9024
 AB9024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9024'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9024'BLUNT, THENCE 13.5 KM (8.40 MI) WESTERLY ALONG U.S. HIGHWAY 14, 749.0
 AB9024'M (2457.3 FT) EAST OF MILEPOST 242, 22.5 M (73.8 FT) NORTHWEST OF THE
 AB9024'HIGHWAY CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A FENCE CORNER, 0.6 M (2.0
 AB9024'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTHEAST OF A
 AB9024'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9024
 AB9024                          STATION RECOVERY (2012)
 AB9024
 AB9024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9023 ***********************************************************************
 AB9023  DESIGNATION -  14 243.55
 AB9023  PID         -  AB9023
 AB9023  STATE/COUNTY-  SD/HUGHES
 AB9023  COUNTRY     -  US
 AB9023  USGS QUAD   -  CANNING (2017)
 AB9023
 AB9023                         *CURRENT SURVEY CONTROL
 AB9023  ______________________________________________________________________
 AB9023* NAD 83(1986) POSITION- 44 28 38.     (N) 100 07 07.     (W)   SCALED
 AB9023* NAVD 88 ORTHO HEIGHT -   544.180 (meters)     1785.36  (feet) ADJUSTED
 AB9023  ______________________________________________________________________
 AB9023  GEOID HEIGHT    -        -23.478 (meters)                     GEOID18
 AB9023  DYNAMIC HEIGHT  -        544.068 (meters)     1785.00  (feet) COMP
 AB9023  MODELED GRAVITY -    980,394.0   (mgal)                       NAVD 88
 AB9023
 AB9023  VERT ORDER      -  FIRST     CLASS II
 AB9023
 AB9023.The horizontal coordinates were scaled from a map and have
 AB9023.an estimated accuracy of +/- 6 seconds.
 AB9023
 AB9023.The orthometric height was determined by differential leveling and
 AB9023.adjusted by the NATIONAL GEODETIC SURVEY
 AB9023.in October 1997.
 AB9023
 AB9023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9023.GEOID18 height accuracy estimate available here.
 AB9023
 AB9023.Click photographs - Photos may exist for this station.
 AB9023
 AB9023.The dynamic height is computed by dividing the NAVD 88
 AB9023.geopotential number by the normal gravity value computed on the
 AB9023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9023.degrees latitude (g = 980.6199 gals.).
 AB9023
 AB9023.The modeled gravity was interpolated from observed gravity values.
 AB9023
 AB9023;                    North         East    Units  Estimated Accuracy
 AB9023;SPC SD S     -   238,200.      617,080.      MT  (+/- 180 meters Scaled)
 AB9023
 AB9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ110254(NAD 83)
 AB9023
 AB9023                          SUPERSEDED SURVEY CONTROL
 AB9023
 AB9023.No superseded survey control is available for this station.
 AB9023
 AB9023_MARKER: DB = BENCH MARK DISK
 AB9023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9023_STAMPING: 14 243.55 1994
 AB9023_MARK LOGO: SDDT
 AB9023_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9023+STABILITY: SURFACE MOTION
 AB9023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9023+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9023
 AB9023  HISTORY     - Date     Condition        Report By
 AB9023  HISTORY     - 1994     MONUMENTED       SDDT
 AB9023  HISTORY     - 19941130 GOOD             NGS
 AB9023  HISTORY     - 20120409 GOOD             INDIV
 AB9023
 AB9023                          STATION DESCRIPTION
 AB9023
 AB9023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9023'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9023'BLUNT, THENCE 11.8 KM (7.35 MI) WESTERLY ALONG U.S. HIGHWAY 14, 700.7
 AB9023'M (2298.9 FT) WEST OF MILEPOST 244, 22.6 M (74.1 FT) NORTHWEST OF THE
 AB9023'CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) NORTHEAST OF A UTILITY
 AB9023'POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AB9023'SOUTHEAST OF A RIGHT-OF-WAY POST, 0.1 M (0.3 FT) SOUTHEAST OF A
 AB9023'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9023
 AB9023                          STATION RECOVERY (2012)
 AB9023
 AB9023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9022 ***********************************************************************
 AB9022  DESIGNATION -  14 244.78
 AB9022  PID         -  AB9022
 AB9022  STATE/COUNTY-  SD/HUGHES
 AB9022  COUNTRY     -  US
 AB9022  USGS QUAD   -  CANNING (2017)
 AB9022
 AB9022                         *CURRENT SURVEY CONTROL
 AB9022  ______________________________________________________________________
 AB9022* NAD 83(1986) POSITION- 44 29 14.93   (N) 100 05 53.53   (W)   HD_HELD1
 AB9022* NAVD 88 ORTHO HEIGHT -   543.989 (meters)     1784.74  (feet) ADJUSTED
 AB9022  ______________________________________________________________________
 AB9022  GEOID HEIGHT    -        -23.472 (meters)                     GEOID18
 AB9022  DYNAMIC HEIGHT  -        543.878 (meters)     1784.37  (feet) COMP
 AB9022  MODELED GRAVITY -    980,395.7   (mgal)                       NAVD 88
 AB9022
 AB9022  VERT ORDER      -  FIRST     CLASS II
 AB9022
 AB9022.The horizontal coordinates were determined by differentially corrected
 AB9022.hand held GPS observations or other comparable positioning techniques
 AB9022.and have an estimated accuracy of +/- 3 meters.
 AB9022
 AB9022.The orthometric height was determined by differential leveling and
 AB9022.adjusted by the NATIONAL GEODETIC SURVEY
 AB9022.in October 1997.
 AB9022
 AB9022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9022.GEOID18 height accuracy estimate available here.
 AB9022
 AB9022.Click photographs - Photos may exist for this station.
 AB9022
 AB9022.The dynamic height is computed by dividing the NAVD 88
 AB9022.geopotential number by the normal gravity value computed on the
 AB9022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9022.degrees latitude (g = 980.6199 gals.).
 AB9022
 AB9022.The modeled gravity was interpolated from observed gravity values.
 AB9022
 AB9022;                    North         East    Units  Estimated Accuracy
 AB9022;SPC SD S     -   239,347.1     618,704.2     MT  (+/- 3 meters HH1 GPS) 
 AB9022
 AB9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1267626605(NAD 83)
 AB9022
 AB9022                          SUPERSEDED SURVEY CONTROL
 AB9022
 AB9022.No superseded survey control is available for this station.
 AB9022
 AB9022_MARKER: DB = BENCH MARK DISK
 AB9022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9022_STAMPING: 14-244.78 1994
 AB9022_MARK LOGO: SDDT
 AB9022_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9022+STABILITY: SURFACE MOTION
 AB9022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9022+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9022
 AB9022  HISTORY     - Date     Condition        Report By
 AB9022  HISTORY     - 1994     MONUMENTED       SDDT
 AB9022  HISTORY     - 19941130 GOOD             NGS
 AB9022  HISTORY     - 20120409 GOOD             INDIV
 AB9022
 AB9022                          STATION DESCRIPTION
 AB9022
 AB9022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9022'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9022'BLUNT, THENCE 9.8 KM (6.10 MI) WESTERLY ALONG U.S. HIGHWAY 14, 352.0 M
 AB9022'(1154.9 FT) WEST OF MILEPOST 245, 22.5 M (73.8 FT) NORTHWEST OF THE
 AB9022'HIGHWAY CENTERLINE, 12.4 M (40.7 FT) SOUTH OF THE CENTER OF A GRAVELED
 AB9022'ROAD, 6.7 M (22.0 FT) NORTHEAST OF A UTILITY POLE, 1.0 M (3.3 FT)
 AB9022'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A
 AB9022'RIGHT-OF-WAY POST, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE
 AB9022'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AB9022
 AB9022                          STATION RECOVERY (2012)
 AB9022
 AB9022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9020 ***********************************************************************
 AB9020  DESIGNATION -  14 247.25
 AB9020  PID         -  AB9020
 AB9020  STATE/COUNTY-  SD/HUGHES
 AB9020  COUNTRY     -  US
 AB9020  USGS QUAD   -  ONIDA SE (2017)
 AB9020
 AB9020                         *CURRENT SURVEY CONTROL
 AB9020  ______________________________________________________________________
 AB9020* NAD 83(1986) POSITION- 44 30 30.67   (N) 100 03 27.64   (W)   HD_HELD1
 AB9020* NAVD 88 ORTHO HEIGHT -   544.531 (meters)     1786.52  (feet) ADJUSTED
 AB9020  ______________________________________________________________________
 AB9020  GEOID HEIGHT    -        -23.449 (meters)                     GEOID18
 AB9020  DYNAMIC HEIGHT  -        544.423 (meters)     1786.16  (feet) COMP
 AB9020  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 AB9020
 AB9020  VERT ORDER      -  FIRST     CLASS II
 AB9020
 AB9020.The horizontal coordinates were determined by differentially corrected
 AB9020.hand held GPS observations or other comparable positioning techniques
 AB9020.and have an estimated accuracy of +/- 3 meters.
 AB9020
 AB9020.The orthometric height was determined by differential leveling and
 AB9020.adjusted by the NATIONAL GEODETIC SURVEY
 AB9020.in October 1997.
 AB9020
 AB9020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9020.GEOID18 height accuracy estimate available here.
 AB9020
 AB9020.Click photographs - Photos may exist for this station.
 AB9020
 AB9020.The dynamic height is computed by dividing the NAVD 88
 AB9020.geopotential number by the normal gravity value computed on the
 AB9020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9020.degrees latitude (g = 980.6199 gals.).
 AB9020
 AB9020.The modeled gravity was interpolated from observed gravity values.
 AB9020
 AB9020;                    North         East    Units  Estimated Accuracy
 AB9020;SPC SD S     -   241,695.0     621,920.1     MT  (+/- 3 meters HH1 GPS) 
 AB9020
 AB9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1592928899(NAD 83)
 AB9020
 AB9020                          SUPERSEDED SURVEY CONTROL
 AB9020
 AB9020.No superseded survey control is available for this station.
 AB9020
 AB9020_MARKER: DB = BENCH MARK DISK
 AB9020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9020_STAMPING: 14 247.25 1994
 AB9020_MARK LOGO: SDDT
 AB9020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9020+STABILITY: SURFACE MOTION
 AB9020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9020+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9020
 AB9020  HISTORY     - Date     Condition        Report By
 AB9020  HISTORY     - 1994     MONUMENTED       SDDT
 AB9020  HISTORY     - 19941130 GOOD             NGS
 AB9020  HISTORY     - 20120409 GOOD             INDIV
 AB9020
 AB9020                          STATION DESCRIPTION
 AB9020
 AB9020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9020'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9020'BLUNT, THENCE 5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 14, 408.0 M
 AB9020'(1338.6 FT) EAST OF MILEPOST 247, 22.5 M (73.8 FT) NORTHWEST OF THE
 AB9020'HIGHWAY CENTERLINE, 8.5 M (27.9 FT) SOUTHWEST OF THE CENTER OF A FIELD
 AB9020'ENTRANCE, 0.9 M (3.0 FT) SOUTHEAST OF A RIGHT-OF-WAY POST, 0.6 M (2.0
 AB9020'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AB9020'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9020
 AB9020                          STATION RECOVERY (2012)
 AB9020
 AB9020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9019 ***********************************************************************
 AB9019  DESIGNATION -  14 248.36
 AB9019  PID         -  AB9019
 AB9019  STATE/COUNTY-  SD/HUGHES
 AB9019  COUNTRY     -  US
 AB9019  USGS QUAD   -  ONIDA SE (2017)
 AB9019
 AB9019                         *CURRENT SURVEY CONTROL
 AB9019  ______________________________________________________________________
 AB9019* NAD 83(1986) POSITION- 44 30 47.     (N) 100 02 16.     (W)   SCALED
 AB9019* NAVD 88 ORTHO HEIGHT -   539.501 (meters)     1770.01  (feet) ADJUSTED
 AB9019  ______________________________________________________________________
 AB9019  GEOID HEIGHT    -        -23.450 (meters)                     GEOID18
 AB9019  DYNAMIC HEIGHT  -        539.396 (meters)     1769.67  (feet) COMP
 AB9019  MODELED GRAVITY -    980,407.1   (mgal)                       NAVD 88
 AB9019
 AB9019  VERT ORDER      -  FIRST     CLASS II
 AB9019
 AB9019.The horizontal coordinates were scaled from a map and have
 AB9019.an estimated accuracy of +/- 6 seconds.
 AB9019
 AB9019.The orthometric height was determined by differential leveling and
 AB9019.adjusted by the NATIONAL GEODETIC SURVEY
 AB9019.in October 1997.
 AB9019
 AB9019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9019.GEOID18 height accuracy estimate available here.
 AB9019
 AB9019.Click photographs - Photos may exist for this station.
 AB9019
 AB9019.The dynamic height is computed by dividing the NAVD 88
 AB9019.geopotential number by the normal gravity value computed on the
 AB9019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9019.degrees latitude (g = 980.6199 gals.).
 AB9019
 AB9019.The modeled gravity was interpolated from observed gravity values.
 AB9019
 AB9019;                    North         East    Units  Estimated Accuracy
 AB9019;SPC SD S     -   242,200.      623,500.      MT  (+/- 180 meters Scaled)
 AB9019
 AB9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ175293(NAD 83)
 AB9019
 AB9019                          SUPERSEDED SURVEY CONTROL
 AB9019
 AB9019.No superseded survey control is available for this station.
 AB9019
 AB9019_MARKER: DB = BENCH MARK DISK
 AB9019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9019_STAMPING: 14 248.36 1994
 AB9019_MARK LOGO: SDDT
 AB9019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9019+STABILITY: SURFACE MOTION
 AB9019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9019+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9019
 AB9019  HISTORY     - Date     Condition        Report By
 AB9019  HISTORY     - 1994     MONUMENTED       SDDT
 AB9019  HISTORY     - 19941130 GOOD             NGS
 AB9019  HISTORY     - 20120409 GOOD             INDIV
 AB9019
 AB9019                          STATION DESCRIPTION
 AB9019
 AB9019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9019'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9019'BLUNT, THENCE 4.1 KM (2.55 MI) WESTERLY ALONG U.S. HIGHWAY 14, 526.0 M
 AB9019'(1725.7 FT) EAST OF MILEPOST 248, 22.6 M (74.1 FT) NORTH OF THE
 AB9019'HIGHWAY CENTERLINE, 6.6 M (21.7 FT) WEST OF THE CENTER OF A FIELD
 AB9019'ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3
 AB9019'FT) SOUTH OF WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9019'ABOVE THE GROUND SURFACE.
 AB9019
 AB9019                          STATION RECOVERY (2012)
 AB9019
 AB9019'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9018 ***********************************************************************
 AB9018  DESIGNATION -  14 249.31
 AB9018  PID         -  AB9018
 AB9018  STATE/COUNTY-  SD/HUGHES
 AB9018  COUNTRY     -  US
 AB9018  USGS QUAD   -  ONIDA SE (2017)
 AB9018
 AB9018                         *CURRENT SURVEY CONTROL
 AB9018  ______________________________________________________________________
 AB9018* NAD 83(1986) POSITION- 44 30 45.     (N) 100 01 05.     (W)   SCALED
 AB9018* NAVD 88 ORTHO HEIGHT -   540.278 (meters)     1772.56  (feet) ADJUSTED
 AB9018  ______________________________________________________________________
 AB9018  GEOID HEIGHT    -        -23.464 (meters)                     GEOID18
 AB9018  DYNAMIC HEIGHT  -        540.176 (meters)     1772.23  (feet) COMP
 AB9018  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 AB9018
 AB9018  VERT ORDER      -  FIRST     CLASS II
 AB9018
 AB9018.The horizontal coordinates were scaled from a map and have
 AB9018.an estimated accuracy of +/- 6 seconds.
 AB9018
 AB9018.The orthometric height was determined by differential leveling and
 AB9018.adjusted by the NATIONAL GEODETIC SURVEY
 AB9018.in October 1997.
 AB9018
 AB9018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9018.GEOID18 height accuracy estimate available here.
 AB9018
 AB9018.Click photographs - Photos may exist for this station.
 AB9018
 AB9018.The dynamic height is computed by dividing the NAVD 88
 AB9018.geopotential number by the normal gravity value computed on the
 AB9018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9018.degrees latitude (g = 980.6199 gals.).
 AB9018
 AB9018.The modeled gravity was interpolated from observed gravity values.
 AB9018
 AB9018;                    North         East    Units  Estimated Accuracy
 AB9018;SPC SD S     -   242,150.      625,070.      MT  (+/- 180 meters Scaled)
 AB9018
 AB9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ190293(NAD 83)
 AB9018
 AB9018                          SUPERSEDED SURVEY CONTROL
 AB9018
 AB9018.No superseded survey control is available for this station.
 AB9018
 AB9018_MARKER: DB = BENCH MARK DISK
 AB9018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9018_STAMPING: 14 249.31
 AB9018_MARK LOGO: SDDT
 AB9018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9018+STABILITY: SURFACE MOTION
 AB9018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB9018+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9018
 AB9018  HISTORY     - Date     Condition        Report By
 AB9018  HISTORY     - UNK      MONUMENTED       SDDT
 AB9018  HISTORY     - 19941130 GOOD             NGS
 AB9018  HISTORY     - 20120409 GOOD             INDIV
 AB9018
 AB9018                          STATION DESCRIPTION
 AB9018
 AB9018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9018'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9018'BLUNT, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAY 14, 491.0 M
 AB9018'(1610.9 FT) EAST OF MILEPOST 249, 22.4 M (73.5 FT) NORTH OF THE
 AB9018'HIGHWAY CENTERLINE, 9.4 M (30.8 FT) EAST OF THE CENTER OF A FIELD
 AB9018'ENTRANCE, 3.5 M (11.5 FT) EAST OF THE SOUTH END OF A FENCE, 0.6 M (2.0
 AB9018'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 AB9018'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AB9018'SURFACE.
 AB9018
 AB9018                          STATION RECOVERY (2012)
 AB9018
 AB9018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9016 ***********************************************************************
 AB9016  DESIGNATION -  14 250.31
 AB9016  PID         -  AB9016
 AB9016  STATE/COUNTY-  SD/HUGHES
 AB9016  COUNTRY     -  US
 AB9016  USGS QUAD   -  BLUNT (2017)
 AB9016
 AB9016                         *CURRENT SURVEY CONTROL
 AB9016  ______________________________________________________________________
 AB9016* NAD 83(1986) POSITION- 44 30 44.     (N) 099 59 52.     (W)   SCALED
 AB9016* NAVD 88 ORTHO HEIGHT -   497.020 (meters)     1630.64  (feet) ADJUSTED
 AB9016  ______________________________________________________________________
 AB9016  GEOID HEIGHT    -        -23.483 (meters)                     GEOID18
 AB9016  DYNAMIC HEIGHT  -        496.927 (meters)     1630.33  (feet) COMP
 AB9016  MODELED GRAVITY -    980,416.0   (mgal)                       NAVD 88
 AB9016
 AB9016  VERT ORDER      -  FIRST     CLASS II
 AB9016
 AB9016.The horizontal coordinates were scaled from a map and have
 AB9016.an estimated accuracy of +/- 6 seconds.
 AB9016
 AB9016.The orthometric height was determined by differential leveling and
 AB9016.adjusted by the NATIONAL GEODETIC SURVEY
 AB9016.in October 1997.
 AB9016
 AB9016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9016.GEOID18 height accuracy estimate available here.
 AB9016
 AB9016.Click photographs - Photos may exist for this station.
 AB9016
 AB9016.The dynamic height is computed by dividing the NAVD 88
 AB9016.geopotential number by the normal gravity value computed on the
 AB9016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9016.degrees latitude (g = 980.6199 gals.).
 AB9016
 AB9016.The modeled gravity was interpolated from observed gravity values.
 AB9016
 AB9016;                    North         East    Units  Estimated Accuracy
 AB9016;SPC SD S     -   242,120.      626,680.      MT  (+/- 180 meters Scaled)
 AB9016
 AB9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ206292(NAD 83)
 AB9016
 AB9016                          SUPERSEDED SURVEY CONTROL
 AB9016
 AB9016.No superseded survey control is available for this station.
 AB9016
 AB9016_MARKER: DB = BENCH MARK DISK
 AB9016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9016_STAMPING: 14 250.31 1994
 AB9016_MARK LOGO: SDDT
 AB9016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9016+STABILITY: SURFACE MOTION
 AB9016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9016+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 AB9016
 AB9016  HISTORY     - Date     Condition        Report By
 AB9016  HISTORY     - 1994     MONUMENTED       SDDT
 AB9016  HISTORY     - 19941130 GOOD             NGS
 AB9016  HISTORY     - 20120515 GOOD             INDIV
 AB9016
 AB9016                          STATION DESCRIPTION
 AB9016
 AB9016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9016'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9016'BLUNT, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 14, 489.0 M
 AB9016'(1604.3 FT) EAST OF MILEPOST 250, 30.3 M (99.4 FT) WEST OF THE NEAR
 AB9016'RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 22.8 M (74.8 FT)
 AB9016'NORTH OF THE HIGHWAY CENTERLINE, 14.5 M (47.6 FT) WEST OF A FENCE
 AB9016'CORNER, 4.9 M (16.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 AB9016'GATE, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AB9016'OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE
 AB9016'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
 AB9016
 AB9016                          STATION RECOVERY (2012)
 AB9016
 AB9016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9015 ***********************************************************************
 AB9015  DESIGNATION -  14 251.92
 AB9015  PID         -  AB9015
 AB9015  STATE/COUNTY-  SD/HUGHES
 AB9015  COUNTRY     -  US
 AB9015  USGS QUAD   -  BLUNT (2017)
 AB9015
 AB9015                         *CURRENT SURVEY CONTROL
 AB9015  ______________________________________________________________________
 AB9015* NAD 83(1986) POSITION- 44 31 11.     (N) 099 58 03.     (W)   SCALED
 AB9015* NAVD 88 ORTHO HEIGHT -   494.982 (meters)     1623.95  (feet) ADJUSTED
 AB9015  ______________________________________________________________________
 AB9015  GEOID HEIGHT    -        -23.491 (meters)                     GEOID18
 AB9015  DYNAMIC HEIGHT  -        494.891 (meters)     1623.65  (feet) COMP
 AB9015  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 AB9015
 AB9015  VERT ORDER      -  FIRST     CLASS II
 AB9015
 AB9015.The horizontal coordinates were scaled from a map and have
 AB9015.an estimated accuracy of +/- 6 seconds.
 AB9015
 AB9015.The orthometric height was determined by differential leveling and
 AB9015.adjusted by the NATIONAL GEODETIC SURVEY
 AB9015.in October 1997.
 AB9015
 AB9015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9015.GEOID18 height accuracy estimate available here.
 AB9015
 AB9015.Click photographs - Photos may exist for this station.
 AB9015
 AB9015.The dynamic height is computed by dividing the NAVD 88
 AB9015.geopotential number by the normal gravity value computed on the
 AB9015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9015.degrees latitude (g = 980.6199 gals.).
 AB9015
 AB9015.The modeled gravity was interpolated from observed gravity values.
 AB9015
 AB9015;                    North         East    Units  Estimated Accuracy
 AB9015;SPC SD S     -   242,970.      629,090.      MT  (+/- 180 meters Scaled)
 AB9015
 AB9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ231300(NAD 83)
 AB9015
 AB9015                          SUPERSEDED SURVEY CONTROL
 AB9015
 AB9015.No superseded survey control is available for this station.
 AB9015
 AB9015_MARKER: DB = BENCH MARK DISK
 AB9015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9015_STAMPING: 14 251.92 1994
 AB9015_MARK LOGO: SDDT
 AB9015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9015+STABILITY: SURFACE MOTION
 AB9015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9015+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 AB9015
 AB9015  HISTORY     - Date     Condition        Report By
 AB9015  HISTORY     - 1994     MONUMENTED       SDDT
 AB9015  HISTORY     - 19941108 GOOD             NGS
 AB9015  HISTORY     - 20120515 GOOD             INDIV
 AB9015
 AB9015                          STATION DESCRIPTION
 AB9015
 AB9015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9015'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9015'BLUNT, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 14, 130.0 M
 AB9015'(426.5 FT) WEST OF MILEPOST 252, 30.6 M (100.4 FT) NORTHEAST OF THE
 AB9015'CENTER OF A GRAVELED ROAD, 24.5 M (80.4 FT) EAST OF A UTILITY POLE,
 AB9015'22.5 M (73.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT)
 AB9015'SOUTHWEST OF A FENCE CORNER, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 AB9015'HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 AB9015'IS FLUSH WITH THE GROUND SURFACE.
 AB9015
 AB9015                          STATION RECOVERY (2012)
 AB9015
 AB9015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9014 ***********************************************************************
 AB9014  DESIGNATION -  14 252.48
 AB9014  PID         -  AB9014
 AB9014  STATE/COUNTY-  SD/HUGHES
 AB9014  COUNTRY     -  US
 AB9014  USGS QUAD   -  BLUNT (2017)
 AB9014
 AB9014                         *CURRENT SURVEY CONTROL
 AB9014  ______________________________________________________________________
 AB9014* NAD 83(1986) POSITION- 44 31 24.     (N) 099 57 23.     (W)   SCALED
 AB9014* NAVD 88 ORTHO HEIGHT -   493.643 (meters)     1619.56  (feet) ADJUSTED
 AB9014  ______________________________________________________________________
 AB9014  GEOID HEIGHT    -        -23.493 (meters)                     GEOID18
 AB9014  DYNAMIC HEIGHT  -        493.551 (meters)     1619.26  (feet) COMP
 AB9014  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 AB9014
 AB9014  VERT ORDER      -  FIRST     CLASS II
 AB9014
 AB9014.The horizontal coordinates were scaled from a map and have
 AB9014.an estimated accuracy of +/- 6 seconds.
 AB9014
 AB9014.The orthometric height was determined by differential leveling and
 AB9014.adjusted by the NATIONAL GEODETIC SURVEY
 AB9014.in October 1997.
 AB9014
 AB9014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9014.GEOID18 height accuracy estimate available here.
 AB9014
 AB9014.Click photographs - Photos may exist for this station.
 AB9014
 AB9014.The dynamic height is computed by dividing the NAVD 88
 AB9014.geopotential number by the normal gravity value computed on the
 AB9014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9014.degrees latitude (g = 980.6199 gals.).
 AB9014
 AB9014.The modeled gravity was interpolated from observed gravity values.
 AB9014
 AB9014;                    North         East    Units  Estimated Accuracy
 AB9014;SPC SD S     -   243,370.      629,970.      MT  (+/- 180 meters Scaled)
 AB9014
 AB9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ239304(NAD 83)
 AB9014
 AB9014                          SUPERSEDED SURVEY CONTROL
 AB9014
 AB9014.No superseded survey control is available for this station.
 AB9014
 AB9014_MARKER: DB = BENCH MARK DISK
 AB9014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9014_STAMPING: 14 252.48 1994
 AB9014_MARK LOGO: SDDT
 AB9014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9014+STABILITY: SURFACE MOTION
 AB9014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9014+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 AB9014
 AB9014  HISTORY     - Date     Condition        Report By
 AB9014  HISTORY     - 1994     MONUMENTED       SDDT
 AB9014  HISTORY     - 19941129 GOOD             NGS
 AB9014  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 AB9014
 AB9014                          STATION DESCRIPTION
 AB9014
 AB9014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9014'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9014'BLUNT, THENCE 2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 14, 731.0 M
 AB9014'(2398.3 FT) EAST OF MILEPOST 252, 22.3 M (73.2 FT) NORTHWEST OF THE
 AB9014'HIGHWAY CENTERLINE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7
 AB9014'M (2.3 FT) SOUTHEAST OF A T-FENCE CORNER, 0.1 M (0.3 FT) SOUTHEAST OF
 AB9014'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9014
 AB9014                          STATION RECOVERY (2012)
 AB9014
 AB9014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9013 ***********************************************************************
 AB9013  DESIGNATION -  14 253.53
 AB9013  PID         -  AB9013
 AB9013  STATE/COUNTY-  SD/HUGHES
 AB9013  COUNTRY     -  US
 AB9013  USGS QUAD   -  BLUNT (2017)
 AB9013
 AB9013                         *CURRENT SURVEY CONTROL
 AB9013  ______________________________________________________________________
 AB9013* NAD 83(1986) POSITION- 44 31 40.     (N) 099 56 13.     (W)   SCALED
 AB9013* NAVD 88 ORTHO HEIGHT -   500.625 (meters)     1642.47  (feet) ADJUSTED
 AB9013  ______________________________________________________________________
 AB9013  GEOID HEIGHT    -        -23.499 (meters)                     GEOID18
 AB9013  DYNAMIC HEIGHT  -        500.531 (meters)     1642.16  (feet) COMP
 AB9013  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 AB9013
 AB9013  VERT ORDER      -  FIRST     CLASS II
 AB9013
 AB9013.The horizontal coordinates were scaled from a map and have
 AB9013.an estimated accuracy of +/- 6 seconds.
 AB9013
 AB9013.The orthometric height was determined by differential leveling and
 AB9013.adjusted by the NATIONAL GEODETIC SURVEY
 AB9013.in October 1997.
 AB9013
 AB9013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9013.GEOID18 height accuracy estimate available here.
 AB9013
 AB9013.Click photographs - Photos may exist for this station.
 AB9013
 AB9013.The dynamic height is computed by dividing the NAVD 88
 AB9013.geopotential number by the normal gravity value computed on the
 AB9013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9013.degrees latitude (g = 980.6199 gals.).
 AB9013
 AB9013.The modeled gravity was interpolated from observed gravity values.
 AB9013
 AB9013;                    North         East    Units  Estimated Accuracy
 AB9013;SPC SD S     -   243,870.      631,510.      MT  (+/- 180 meters Scaled)
 AB9013
 AB9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ255309(NAD 83)
 AB9013
 AB9013                          SUPERSEDED SURVEY CONTROL
 AB9013
 AB9013.No superseded survey control is available for this station.
 AB9013
 AB9013_MARKER: DB = BENCH MARK DISK
 AB9013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9013_STAMPING: 14 253.53 1994
 AB9013_MARK LOGO: SDDT
 AB9013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9013+STABILITY: SURFACE MOTION
 AB9013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9013+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9013
 AB9013  HISTORY     - Date     Condition        Report By
 AB9013  HISTORY     - 1994     MONUMENTED       SDDT
 AB9013  HISTORY     - 19941129 GOOD             NGS
 AB9013  HISTORY     - 20120514 GOOD             INDIV
 AB9013
 AB9013                          STATION DESCRIPTION
 AB9013
 AB9013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9013'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9013'BLUNT, THENCE 4.2 KM (2.60 MI) EASTERLY ALONG U.S. HIGHWAY 14, 760.0 M
 AB9013'(2493.4 FT) WEST OF MILEPOST 254, 22.6 M (74.1 FT) NORTH OF THE
 AB9013'HIGHWAY CENTERLINE, 7.5 M (24.6 FT) WEST OF THE CENTER OF A FIELD
 AB9013'ENTRANCE AN GATE, 0.5 M (1.6 FT) SOUTH OF THE CENTER OF 3 BRACED FENCE
 AB9013'POSTS, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AB9013'FLUSH WITH THE GROUND SURFACE.
 AB9013
 AB9013                          STATION RECOVERY (2012)
 AB9013
 AB9013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8990 ***********************************************************************
 AB8990  DESIGNATION -  14 278.52
 AB8990  PID         -  AB8990
 AB8990  STATE/COUNTY-  SD/HYDE
 AB8990  COUNTRY     -  US
 AB8990  USGS QUAD   -  HIGHMORE (2017)
 AB8990
 AB8990                         *CURRENT SURVEY CONTROL
 AB8990  ______________________________________________________________________
 AB8990* NAD 83(1986) POSITION- 44 31 40.28   (N) 099 25 53.27   (W)   HD_HELD1
 AB8990* NAVD 88 ORTHO HEIGHT -   568.620 (meters)     1865.55  (feet) ADJUSTED
 AB8990  ______________________________________________________________________
 AB8990  GEOID HEIGHT    -        -23.858 (meters)                     GEOID18
 AB8990  DYNAMIC HEIGHT  -        568.508 (meters)     1865.18  (feet) COMP
 AB8990  MODELED GRAVITY -    980,402.7   (mgal)                       NAVD 88
 AB8990
 AB8990  VERT ORDER      -  FIRST     CLASS II
 AB8990
 AB8990.The horizontal coordinates were determined by differentially corrected
 AB8990.hand held GPS observations or other comparable positioning techniques
 AB8990.and have an estimated accuracy of +/- 3 meters.
 AB8990
 AB8990.The orthometric height was determined by differential leveling and
 AB8990.adjusted by the NATIONAL GEODETIC SURVEY
 AB8990.in October 1997.
 AB8990
 AB8990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8990.GEOID18 height accuracy estimate available here.
 AB8990
 AB8990.Click photographs - Photos may exist for this station.
 AB8990
 AB8990.The dynamic height is computed by dividing the NAVD 88
 AB8990.geopotential number by the normal gravity value computed on the
 AB8990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8990.degrees latitude (g = 980.6199 gals.).
 AB8990
 AB8990.The modeled gravity was interpolated from observed gravity values.
 AB8990
 AB8990;                    North         East    Units  Estimated Accuracy
 AB8990;SPC SD N     -    77,335.7     645,192.6     MT  (+/- 3 meters HH1 GPS) 
 AB8990
 AB8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6571530593(NAD 83)
 AB8990
 AB8990                          SUPERSEDED SURVEY CONTROL
 AB8990
 AB8990.No superseded survey control is available for this station.
 AB8990
 AB8990_MARKER: DB = BENCH MARK DISK
 AB8990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8990_STAMPING: 14 278.52 1990 1864.48
 AB8990_MARK LOGO: SDDT
 AB8990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8990+STABILITY: SURFACE MOTION
 AB8990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8990+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8990
 AB8990  HISTORY     - Date     Condition        Report By
 AB8990  HISTORY     - 1990     MONUMENTED       SDDT
 AB8990  HISTORY     - 19941103 GOOD             NGS
 AB8990
 AB8990                          STATION DESCRIPTION
 AB8990
 AB8990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8990'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8990'STATE HIGHWAY 47 IN HIGHMORE, 745.0 M (2444.2 FT) WEST OF MILEPOST
 AB8990'279, 22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.4 M (66.9
 AB8990'FT) WEST OF A UTILITY POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AB8990'HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A T-FENCE CORNER, 0.1 M (0.3 FT)
 AB8990'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AB8990'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8989 ***********************************************************************
 AB8989  DESIGNATION -  14 279.50
 AB8989  PID         -  AB8989
 AB8989  STATE/COUNTY-  SD/HYDE
 AB8989  COUNTRY     -  US
 AB8989  USGS QUAD   -  HIGHMORE (2017)
 AB8989
 AB8989                         *CURRENT SURVEY CONTROL
 AB8989  ______________________________________________________________________
 AB8989* NAD 83(1986) POSITION- 44 31 40.     (N) 099 24 43.     (W)   SCALED
 AB8989* NAVD 88 ORTHO HEIGHT -   566.995 (meters)     1860.22  (feet) ADJUSTED
 AB8989  ______________________________________________________________________
 AB8989  GEOID HEIGHT    -        -23.882 (meters)                     GEOID18
 AB8989  DYNAMIC HEIGHT  -        566.884 (meters)     1859.85  (feet) COMP
 AB8989  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 AB8989
 AB8989  VERT ORDER      -  FIRST     CLASS II
 AB8989
 AB8989.The horizontal coordinates were scaled from a map and have
 AB8989.an estimated accuracy of +/- 6 seconds.
 AB8989
 AB8989.The orthometric height was determined by differential leveling and
 AB8989.adjusted by the NATIONAL GEODETIC SURVEY
 AB8989.in October 1997.
 AB8989
 AB8989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8989.GEOID18 height accuracy estimate available here.
 AB8989
 AB8989.Click photographs - Photos may exist for this station.
 AB8989
 AB8989.The dynamic height is computed by dividing the NAVD 88
 AB8989.geopotential number by the normal gravity value computed on the
 AB8989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8989.degrees latitude (g = 980.6199 gals.).
 AB8989
 AB8989.The modeled gravity was interpolated from observed gravity values.
 AB8989
 AB8989;                    North         East    Units  Estimated Accuracy
 AB8989;SPC SD N     -    77,340.      646,740.      MT  (+/- 180 meters Scaled)
 AB8989
 AB8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ672305(NAD 83)
 AB8989
 AB8989                          SUPERSEDED SURVEY CONTROL
 AB8989
 AB8989.No superseded survey control is available for this station.
 AB8989
 AB8989_MARKER: DB = BENCH MARK DISK
 AB8989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8989_STAMPING: 14 279.50 1990 1859.13
 AB8989_MARK LOGO: SDDT
 AB8989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8989+STABILITY: SURFACE MOTION
 AB8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8989+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8989
 AB8989  HISTORY     - Date     Condition        Report By
 AB8989  HISTORY     - 1990     MONUMENTED       SDDT
 AB8989  HISTORY     - 19941103 GOOD             NGS
 AB8989
 AB8989                          STATION DESCRIPTION
 AB8989
 AB8989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8989'2.3 KM (1.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8989'STATE HIGHWAY 47 IN HIGHMORE, 789.0 M (2588.6 FT) WEST OF MILEPOST
 AB8989'280, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.8 M (65.0
 AB8989'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.6 M (5.2 FT) BELOW THE
 AB8989'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT)
 AB8989'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8989'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8988 ***********************************************************************
 AB8988  DESIGNATION -  14 280.49
 AB8988  PID         -  AB8988
 AB8988  STATE/COUNTY-  SD/HYDE
 AB8988  COUNTRY     -  US
 AB8988  USGS QUAD   -  HIGHMORE (2017)
 AB8988
 AB8988                         *CURRENT SURVEY CONTROL
 AB8988  ______________________________________________________________________
 AB8988* NAD 83(1986) POSITION- 44 31 14.     (N) 099 23 32.     (W)   SCALED
 AB8988* NAVD 88 ORTHO HEIGHT -   560.594 (meters)     1839.22  (feet) ADJUSTED
 AB8988  ______________________________________________________________________
 AB8988  GEOID HEIGHT    -        -23.919 (meters)                     GEOID18
 AB8988  DYNAMIC HEIGHT  -        560.483 (meters)     1838.85  (feet) COMP
 AB8988  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 AB8988
 AB8988  VERT ORDER      -  FIRST     CLASS II
 AB8988
 AB8988.The horizontal coordinates were scaled from a map and have
 AB8988.an estimated accuracy of +/- 6 seconds.
 AB8988
 AB8988.The orthometric height was determined by differential leveling and
 AB8988.adjusted by the NATIONAL GEODETIC SURVEY
 AB8988.in October 1997.
 AB8988
 AB8988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8988.GEOID18 height accuracy estimate available here.
 AB8988
 AB8988.Click photographs - Photos may exist for this station.
 AB8988
 AB8988.The dynamic height is computed by dividing the NAVD 88
 AB8988.geopotential number by the normal gravity value computed on the
 AB8988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8988.degrees latitude (g = 980.6199 gals.).
 AB8988
 AB8988.The modeled gravity was interpolated from observed gravity values.
 AB8988
 AB8988;                    North         East    Units  Estimated Accuracy
 AB8988;SPC SD N     -    76,550.      648,320.      MT  (+/- 180 meters Scaled)
 AB8988
 AB8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ688297(NAD 83)
 AB8988
 AB8988                          SUPERSEDED SURVEY CONTROL
 AB8988
 AB8988.No superseded survey control is available for this station.
 AB8988
 AB8988_MARKER: DB = BENCH MARK DISK
 AB8988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8988_STAMPING: 14 280.49 1990 1838.13
 AB8988_MARK LOGO: SDDT
 AB8988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8988+STABILITY: SURFACE MOTION
 AB8988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8988+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8988
 AB8988  HISTORY     - Date     Condition        Report By
 AB8988  HISTORY     - 1990     MONUMENTED       SDDT
 AB8988  HISTORY     - 19941103 GOOD             NGS
 AB8988
 AB8988                          STATION DESCRIPTION
 AB8988
 AB8988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8988'3.9 KM (2.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8988'STATE HIGHWAY 47 IN HIGHMORE, 799.0 M (2621.4 FT) EAST OF MILEPOST
 AB8988'280, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT)
 AB8988'EAST OF THE CENTER OF A FIELD ENTRANCE, 5.9 M (19.4 FT) SOUTH OF A
 AB8988'FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AB8988'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8988'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8986 ***********************************************************************
 AB8986  DESIGNATION -  14 281.49
 AB8986  PID         -  AB8986
 AB8986  STATE/COUNTY-  SD/HYDE
 AB8986  COUNTRY     -  US
 AB8986  USGS QUAD   -  HIGHMORE SE (2017)
 AB8986
 AB8986                         *CURRENT SURVEY CONTROL
 AB8986  ______________________________________________________________________
 AB8986* NAD 83(1986) POSITION- 44 31 42.     (N) 099 22 16.     (W)   SCALED
 AB8986* NAVD 88 ORTHO HEIGHT -   556.106 (meters)     1824.49  (feet) ADJUSTED
 AB8986  ______________________________________________________________________
 AB8986  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 AB8986  DYNAMIC HEIGHT  -        555.997 (meters)     1824.13  (feet) COMP
 AB8986  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 AB8986
 AB8986  VERT ORDER      -  FIRST     CLASS II
 AB8986
 AB8986.The horizontal coordinates were scaled from a map and have
 AB8986.an estimated accuracy of +/- 6 seconds.
 AB8986
 AB8986.The orthometric height was determined by differential leveling and
 AB8986.adjusted by the NATIONAL GEODETIC SURVEY
 AB8986.in October 1997.
 AB8986
 AB8986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8986.GEOID18 height accuracy estimate available here.
 AB8986
 AB8986.Click photographs - Photos may exist for this station.
 AB8986
 AB8986.The dynamic height is computed by dividing the NAVD 88
 AB8986.geopotential number by the normal gravity value computed on the
 AB8986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8986.degrees latitude (g = 980.6199 gals.).
 AB8986
 AB8986.The modeled gravity was interpolated from observed gravity values.
 AB8986
 AB8986;                    North         East    Units  Estimated Accuracy
 AB8986;SPC SD N     -    77,420.      649,990.      MT  (+/- 180 meters Scaled)
 AB8986
 AB8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ705306(NAD 83)
 AB8986
 AB8986                          SUPERSEDED SURVEY CONTROL
 AB8986
 AB8986.No superseded survey control is available for this station.
 AB8986
 AB8986_MARKER: DB = BENCH MARK DISK
 AB8986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8986_STAMPING: 14 281.49 1990 1823.39
 AB8986_MARK LOGO: SDDT
 AB8986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8986+STABILITY: SURFACE MOTION
 AB8986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8986+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AB8986
 AB8986  HISTORY     - Date     Condition        Report By
 AB8986  HISTORY     - 1990     MONUMENTED       SDDT
 AB8986  HISTORY     - 19941108 GOOD             NGS
 AB8986
 AB8986                          STATION DESCRIPTION
 AB8986
 AB8986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8986'5.5 KM (3.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8986'STATE HIGHWAY 47 IN HIGHMORE, 792.0 M (2598.4 FT) WEST OF MILEPOST
 AB8986'282, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT)
 AB8986'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A T-FENCE
 AB8986'CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AB8986'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8984 ***********************************************************************
 AB8984  DESIGNATION -  14 282.50
 AB8984  PID         -  AB8984
 AB8984  STATE/COUNTY-  SD/HYDE
 AB8984  COUNTRY     -  US
 AB8984  USGS QUAD   -  HIGHMORE SE (2017)
 AB8984
 AB8984                         *CURRENT SURVEY CONTROL
 AB8984  ______________________________________________________________________
 AB8984* NAD 83(1986) POSITION- 44 31 41.     (N) 099 21 05.     (W)   SCALED
 AB8984* NAVD 88 ORTHO HEIGHT -   551.855 (meters)     1810.54  (feet) ADJUSTED
 AB8984  ______________________________________________________________________
 AB8984  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 AB8984  DYNAMIC HEIGHT  -        551.748 (meters)     1810.19  (feet) COMP
 AB8984  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 AB8984
 AB8984  VERT ORDER      -  FIRST     CLASS II
 AB8984
 AB8984.The horizontal coordinates were scaled from a map and have
 AB8984.an estimated accuracy of +/- 6 seconds.
 AB8984
 AB8984.The orthometric height was determined by differential leveling and
 AB8984.adjusted by the NATIONAL GEODETIC SURVEY
 AB8984.in October 1997.
 AB8984
 AB8984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8984.GEOID18 height accuracy estimate available here.
 AB8984
 AB8984.Click photographs - Photos may exist for this station.
 AB8984
 AB8984.The dynamic height is computed by dividing the NAVD 88
 AB8984.geopotential number by the normal gravity value computed on the
 AB8984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8984.degrees latitude (g = 980.6199 gals.).
 AB8984
 AB8984.The modeled gravity was interpolated from observed gravity values.
 AB8984
 AB8984;                    North         East    Units  Estimated Accuracy
 AB8984;SPC SD N     -    77,410.      651,560.      MT  (+/- 180 meters Scaled)
 AB8984
 AB8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ720305(NAD 83)
 AB8984
 AB8984                          SUPERSEDED SURVEY CONTROL
 AB8984
 AB8984.No superseded survey control is available for this station.
 AB8984
 AB8984_MARKER: DB = BENCH MARK DISK
 AB8984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8984_STAMPING: 14 282.50 1990 1809.42
 AB8984_MARK LOGO: SDDT
 AB8984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8984+STABILITY: SURFACE MOTION
 AB8984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8984+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8984
 AB8984  HISTORY     - Date     Condition        Report By
 AB8984  HISTORY     - 1990     MONUMENTED       SDDT
 AB8984  HISTORY     - 19941103 GOOD             NGS
 AB8984
 AB8984                          STATION DESCRIPTION
 AB8984
 AB8984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8984'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8984'STATE HIGHWAY 47 IN HIGHMORE, 766.0 M (2513.1 FT) WEST OF MILEPOST
 AB8984'283, 22.9 M (75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.2 M (72.8
 AB8984'FT) WEST OF SOCONY 2 REFERENCE MARK 3, 13.6 M (44.6 FT) EAST OF A
 AB8984'T-FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AB8984'(1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 AB8984'0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8982 ***********************************************************************
 AB8982  DESIGNATION -  14 283.49
 AB8982  PID         -  AB8982
 AB8982  STATE/COUNTY-  SD/HYDE
 AB8982  COUNTRY     -  US
 AB8982  USGS QUAD   -  HIGHMORE SE (2017)
 AB8982
 AB8982                         *CURRENT SURVEY CONTROL
 AB8982  ______________________________________________________________________
 AB8982* NAD 83(1986) POSITION- 44 31 44.     (N) 099 19 53.     (W)   SCALED
 AB8982* NAVD 88 ORTHO HEIGHT -   546.614 (meters)     1793.35  (feet) ADJUSTED
 AB8982  ______________________________________________________________________
 AB8982  GEOID HEIGHT    -        -23.966 (meters)                     GEOID18
 AB8982  DYNAMIC HEIGHT  -        546.508 (meters)     1793.00  (feet) COMP
 AB8982  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 AB8982
 AB8982  VERT ORDER      -  FIRST     CLASS II
 AB8982
 AB8982.The horizontal coordinates were scaled from a map and have
 AB8982.an estimated accuracy of +/- 6 seconds.
 AB8982
 AB8982.The orthometric height was determined by differential leveling and
 AB8982.adjusted by the NATIONAL GEODETIC SURVEY
 AB8982.in October 1997.
 AB8982
 AB8982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8982.GEOID18 height accuracy estimate available here.
 AB8982
 AB8982.Click photographs - Photos may exist for this station.
 AB8982
 AB8982.The dynamic height is computed by dividing the NAVD 88
 AB8982.geopotential number by the normal gravity value computed on the
 AB8982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8982.degrees latitude (g = 980.6199 gals.).
 AB8982
 AB8982.The modeled gravity was interpolated from observed gravity values.
 AB8982
 AB8982;                    North         East    Units  Estimated Accuracy
 AB8982;SPC SD N     -    77,510.      653,150.      MT  (+/- 180 meters Scaled)
 AB8982
 AB8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ736306(NAD 83)
 AB8982
 AB8982                          SUPERSEDED SURVEY CONTROL
 AB8982
 AB8982.No superseded survey control is available for this station.
 AB8982
 AB8982_MARKER: DB = BENCH MARK DISK
 AB8982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8982_STAMPING: 14 283.49 1990 1792.19
 AB8982_MARK LOGO: SDDT
 AB8982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8982+STABILITY: SURFACE MOTION
 AB8982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8982+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8982
 AB8982  HISTORY     - Date     Condition        Report By
 AB8982  HISTORY     - 1990     MONUMENTED       SDDT
 AB8982  HISTORY     - 19941103 GOOD             NGS
 AB8982
 AB8982                          STATION DESCRIPTION
 AB8982
 AB8982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8982'8.7 KM (5.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8982'STATE HIGHWAY 47 IN HIGHMORE, 791.0 M (2595.1 FT) WEST OF MILEPOST
 AB8982'284, 17.0 M (55.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT)
 AB8982'WEST OF A UTILITY POLE, 2.5 M (8.2 FT) EAST OF A FENCE CORNER, 1.3 M
 AB8982'(4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 AB8982'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8982'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8981 ***********************************************************************
 AB8981  DESIGNATION -  14 284.89
 AB8981  PID         -  AB8981
 AB8981  STATE/COUNTY-  SD/HYDE
 AB8981  COUNTRY     -  US
 AB8981  USGS QUAD   -  HIGHMORE SE (2017)
 AB8981
 AB8981                         *CURRENT SURVEY CONTROL
 AB8981  ______________________________________________________________________
 AB8981* NAD 83(1986) POSITION- 44 31 43.     (N) 099 18 40.     (W)   SCALED
 AB8981* NAVD 88 ORTHO HEIGHT -   538.499 (meters)     1766.73  (feet) ADJUSTED
 AB8981  ______________________________________________________________________
 AB8981  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 AB8981  DYNAMIC HEIGHT  -        538.394 (meters)     1766.38  (feet) COMP
 AB8981  MODELED GRAVITY -    980,406.9   (mgal)                       NAVD 88
 AB8981
 AB8981  VERT ORDER      -  FIRST     CLASS II
 AB8981
 AB8981.The horizontal coordinates were scaled from a map and have
 AB8981.an estimated accuracy of +/- 6 seconds.
 AB8981
 AB8981.The orthometric height was determined by differential leveling and
 AB8981.adjusted by the NATIONAL GEODETIC SURVEY
 AB8981.in October 1997.
 AB8981
 AB8981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8981.GEOID18 height accuracy estimate available here.
 AB8981
 AB8981.Click photographs - Photos may exist for this station.
 AB8981
 AB8981.The dynamic height is computed by dividing the NAVD 88
 AB8981.geopotential number by the normal gravity value computed on the
 AB8981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8981.degrees latitude (g = 980.6199 gals.).
 AB8981
 AB8981.The modeled gravity was interpolated from observed gravity values.
 AB8981
 AB8981;                    North         East    Units  Estimated Accuracy
 AB8981;SPC SD N     -    77,490.      654,760.      MT  (+/- 180 meters Scaled)
 AB8981
 AB8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ752306(NAD 83)
 AB8981
 AB8981                          SUPERSEDED SURVEY CONTROL
 AB8981
 AB8981.No superseded survey control is available for this station.
 AB8981
 AB8981_MARKER: DB = BENCH MARK DISK
 AB8981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8981_STAMPING: 14 284.89 1990 1765.54
 AB8981_MARK LOGO: SDDT
 AB8981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8981+STABILITY: SURFACE MOTION
 AB8981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8981+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8981
 AB8981  HISTORY     - Date     Condition        Report By
 AB8981  HISTORY     - 1990     MONUMENTED       SDDT
 AB8981  HISTORY     - 19941103 GOOD             NGS
 AB8981
 AB8981                          STATION DESCRIPTION
 AB8981
 AB8981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8981'10.3 KM (6.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8981'STATE HIGHWAY 47 IN HIGHMORE, 809.0 M (2654.2 FT) 0.50 MI) EAST OF
 AB8981'MILEPOST 284, 22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M
 AB8981'(20.3 FT) EAST OF THE EAST END OF 2 BRACED FENCE POSTS, 1.1 M (3.6 FT)
 AB8981'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M
 AB8981'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB8981'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8979 ***********************************************************************
 AB8979  DESIGNATION -  14 285.17
 AB8979  PID         -  AB8979
 AB8979  STATE/COUNTY-  SD/HAND
 AB8979  COUNTRY     -  US
 AB8979  USGS QUAD   -  HIGHMORE SE (2017)
 AB8979
 AB8979                         *CURRENT SURVEY CONTROL
 AB8979  ______________________________________________________________________
 AB8979* NAD 83(1986) POSITION- 44 31 43.     (N) 099 17 49.     (W)   SCALED
 AB8979* NAVD 88 ORTHO HEIGHT -   536.374 (meters)     1759.75  (feet) ADJUSTED
 AB8979  ______________________________________________________________________
 AB8979  GEOID HEIGHT    -        -24.000 (meters)                     GEOID18
 AB8979  DYNAMIC HEIGHT  -        536.270 (meters)     1759.41  (feet) COMP
 AB8979  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 AB8979
 AB8979  VERT ORDER      -  FIRST     CLASS II
 AB8979
 AB8979.The horizontal coordinates were scaled from a map and have
 AB8979.an estimated accuracy of +/- 6 seconds.
 AB8979
 AB8979.The orthometric height was determined by differential leveling and
 AB8979.adjusted by the NATIONAL GEODETIC SURVEY
 AB8979.in October 1997.
 AB8979
 AB8979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8979.GEOID18 height accuracy estimate available here.
 AB8979
 AB8979.Click photographs - Photos may exist for this station.
 AB8979
 AB8979.The dynamic height is computed by dividing the NAVD 88
 AB8979.geopotential number by the normal gravity value computed on the
 AB8979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8979.degrees latitude (g = 980.6199 gals.).
 AB8979
 AB8979.The modeled gravity was interpolated from observed gravity values.
 AB8979
 AB8979;                    North         East    Units  Estimated Accuracy
 AB8979;SPC SD N     -    77,500.      655,890.      MT  (+/- 180 meters Scaled)
 AB8979
 AB8979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ764306(NAD 83)
 AB8979
 AB8979                          SUPERSEDED SURVEY CONTROL
 AB8979
 AB8979.No superseded survey control is available for this station.
 AB8979
 AB8979_MARKER: DB = BENCH MARK DISK
 AB8979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8979_STAMPING: 14 285.17 1990 1758.55
 AB8979_MARK LOGO: SDDT
 AB8979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8979+STABILITY: SURFACE MOTION
 AB8979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8979+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8979
 AB8979  HISTORY     - Date     Condition        Report By
 AB8979  HISTORY     - 1990     MONUMENTED       SDDT
 AB8979  HISTORY     - 19941102 GOOD             NGS
 AB8979
 AB8979                          STATION DESCRIPTION
 AB8979
 AB8979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8979'11.4 KM (7.10 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8979'STATE HIGHWAY 47 IN HIGHMORE, 1305.0 M (4281.5 FT) WEST OF MILEPOST
 AB8979'286, 24.7 M (81.0 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 22.5
 AB8979'M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AB8979'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 AB8979'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8979'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8978 ***********************************************************************
 AB8978  DESIGNATION -  14 286.20
 AB8978  PID         -  AB8978
 AB8978  STATE/COUNTY-  SD/HAND
 AB8978  COUNTRY     -  US
 AB8978  USGS QUAD   -  HIGHMORE SE (2017)
 AB8978
 AB8978                         *CURRENT SURVEY CONTROL
 AB8978  ______________________________________________________________________
 AB8978* NAD 83(1986) POSITION- 44 31 42.     (N) 099 16 35.     (W)   SCALED
 AB8978* NAVD 88 ORTHO HEIGHT -   532.994 (meters)     1748.66  (feet) ADJUSTED
 AB8978  ______________________________________________________________________
 AB8978  GEOID HEIGHT    -        -24.020 (meters)                     GEOID18
 AB8978  DYNAMIC HEIGHT  -        532.892 (meters)     1748.33  (feet) COMP
 AB8978  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 AB8978
 AB8978  VERT ORDER      -  FIRST     CLASS II
 AB8978
 AB8978.The horizontal coordinates were scaled from a map and have
 AB8978.an estimated accuracy of +/- 6 seconds.
 AB8978
 AB8978.The orthometric height was determined by differential leveling and
 AB8978.adjusted by the NATIONAL GEODETIC SURVEY
 AB8978.in October 1997.
 AB8978
 AB8978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8978.GEOID18 height accuracy estimate available here.
 AB8978
 AB8978.Click photographs - Photos may exist for this station.
 AB8978
 AB8978.The dynamic height is computed by dividing the NAVD 88
 AB8978.geopotential number by the normal gravity value computed on the
 AB8978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8978.degrees latitude (g = 980.6199 gals.).
 AB8978
 AB8978.The modeled gravity was interpolated from observed gravity values.
 AB8978
 AB8978;                    North         East    Units  Estimated Accuracy
 AB8978;SPC SD N     -    77,490.      657,520.      MT  (+/- 180 meters Scaled)
 AB8978
 AB8978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ780305(NAD 83)
 AB8978
 AB8978                          SUPERSEDED SURVEY CONTROL
 AB8978
 AB8978.No superseded survey control is available for this station.
 AB8978
 AB8978_MARKER: DB = BENCH MARK DISK
 AB8978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8978_STAMPING: 14 286.20 1990 1747.47
 AB8978_MARK LOGO: SDDT
 AB8978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8978+STABILITY: SURFACE MOTION
 AB8978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8978+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8978
 AB8978  HISTORY     - Date     Condition        Report By
 AB8978  HISTORY     - 1990     MONUMENTED       SDDT
 AB8978  HISTORY     - 19941102 GOOD             NGS
 AB8978
 AB8978                          STATION DESCRIPTION
 AB8978
 AB8978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8978'13.1 KM (8.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8978'STATE HIGHWAY 47 IN HIGHMORE, 324.0 M (1063.0 FT) EAST OF MILEPOST
 AB8978'286, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.9 M (55.4
 AB8978'FT) NORTHWEST OF THE NORTH END OF A BOX CULVERT UNDER THE HIGHWAY, 1.3
 AB8978'M (4.3 FT) WEST OF THE EAST END OF 3 BRACED FENCE POSTS, 0.4 M (1.3
 AB8978'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE,
 AB8978'0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AB8978'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8977 ***********************************************************************
 AB8977  DESIGNATION -  14 287.17
 AB8977  PID         -  AB8977
 AB8977  STATE/COUNTY-  SD/HAND
 AB8977  COUNTRY     -  US
 AB8977  USGS QUAD   -  HIGHMORE SE (2017)
 AB8977
 AB8977                         *CURRENT SURVEY CONTROL
 AB8977  ______________________________________________________________________
 AB8977* NAD 83(1986) POSITION- 44 31 34.     (N) 099 15 24.     (W)   SCALED
 AB8977* NAVD 88 ORTHO HEIGHT -   529.011 (meters)     1735.60  (feet) ADJUSTED
 AB8977  ______________________________________________________________________
 AB8977  GEOID HEIGHT    -        -24.043 (meters)                     GEOID18
 AB8977  DYNAMIC HEIGHT  -        528.910 (meters)     1735.27  (feet) COMP
 AB8977  MODELED GRAVITY -    980,410.3   (mgal)                       NAVD 88
 AB8977
 AB8977  VERT ORDER      -  FIRST     CLASS II
 AB8977
 AB8977.The horizontal coordinates were scaled from a map and have
 AB8977.an estimated accuracy of +/- 6 seconds.
 AB8977
 AB8977.The orthometric height was determined by differential leveling and
 AB8977.adjusted by the NATIONAL GEODETIC SURVEY
 AB8977.in October 1997.
 AB8977
 AB8977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8977.GEOID18 height accuracy estimate available here.
 AB8977
 AB8977.Click photographs - Photos may exist for this station.
 AB8977
 AB8977.The dynamic height is computed by dividing the NAVD 88
 AB8977.geopotential number by the normal gravity value computed on the
 AB8977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8977.degrees latitude (g = 980.6199 gals.).
 AB8977
 AB8977.The modeled gravity was interpolated from observed gravity values.
 AB8977
 AB8977;                    North         East    Units  Estimated Accuracy
 AB8977;SPC SD N     -    77,250.      659,090.      MT  (+/- 180 meters Scaled)
 AB8977
 AB8977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ796303(NAD 83)
 AB8977
 AB8977                          SUPERSEDED SURVEY CONTROL
 AB8977
 AB8977.No superseded survey control is available for this station.
 AB8977
 AB8977_MARKER: DB = BENCH MARK DISK
 AB8977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8977_STAMPING: 14 287.17 1990 1734.39
 AB8977_MARK LOGO: SDDT
 AB8977_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8977+STABILITY: SURFACE MOTION
 AB8977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8977+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8977
 AB8977  HISTORY     - Date     Condition        Report By
 AB8977  HISTORY     - 1990     MONUMENTED       SDDT
 AB8977  HISTORY     - 19941102 GOOD             NGS
 AB8977
 AB8977                          STATION DESCRIPTION
 AB8977
 AB8977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8977'14.7 KM (9.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8977'STATE HIGHWAY 47 IN HIGHMORE, 303.0 M (994.1 FT) EAST OF MILEPOST 287,
 AB8977'22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.1 M (56.1 FT)
 AB8977'WEST OF AN UNDERGROUND CABLE JUNCTION BOX, 1.0 M (3.3 FT) BELOW THE
 AB8977'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT)
 AB8977'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8977'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8973 ***********************************************************************
 AB8973  DESIGNATION -  14 288.19
 AB8973  PID         -  AB8973
 AB8973  STATE/COUNTY-  SD/HAND
 AB8973  COUNTRY     -  US
 AB8973  USGS QUAD   -  REE HEIGHTS (2017)
 AB8973
 AB8973                         *CURRENT SURVEY CONTROL
 AB8973  ______________________________________________________________________
 AB8973* NAD 83(1986) POSITION- 44 31 47.     (N) 099 14 09.     (W)   SCALED
 AB8973* NAVD 88 ORTHO HEIGHT -   524.180 (meters)     1719.75  (feet) ADJUSTED
 AB8973  ______________________________________________________________________
 AB8973  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 AB8973  DYNAMIC HEIGHT  -        524.082 (meters)     1719.43  (feet) COMP
 AB8973  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 AB8973
 AB8973  VERT ORDER      -  FIRST     CLASS II
 AB8973
 AB8973.The horizontal coordinates were scaled from a map and have
 AB8973.an estimated accuracy of +/- 6 seconds.
 AB8973
 AB8973.The orthometric height was determined by differential leveling and
 AB8973.adjusted by the NATIONAL GEODETIC SURVEY
 AB8973.in October 1997.
 AB8973
 AB8973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8973.GEOID18 height accuracy estimate available here.
 AB8973
 AB8973.Click photographs - Photos may exist for this station.
 AB8973
 AB8973.The dynamic height is computed by dividing the NAVD 88
 AB8973.geopotential number by the normal gravity value computed on the
 AB8973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8973.degrees latitude (g = 980.6199 gals.).
 AB8973
 AB8973.The modeled gravity was interpolated from observed gravity values.
 AB8973
 AB8973;                    North         East    Units  Estimated Accuracy
 AB8973;SPC SD N     -    77,670.      660,740.      MT  (+/- 180 meters Scaled)
 AB8973
 AB8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ812307(NAD 83)
 AB8973
 AB8973                          SUPERSEDED SURVEY CONTROL
 AB8973
 AB8973.No superseded survey control is available for this station.
 AB8973
 AB8973_MARKER: DB = BENCH MARK DISK
 AB8973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8973_STAMPING: 14 288.19 1990 1718.57
 AB8973_MARK LOGO: SDDT
 AB8973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8973+STABILITY: SURFACE MOTION
 AB8973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8973+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8973
 AB8973  HISTORY     - Date     Condition        Report By
 AB8973  HISTORY     - 1990     MONUMENTED       SDDT
 AB8973  HISTORY     - 19941102 GOOD             NGS
 AB8973
 AB8973                          STATION DESCRIPTION
 AB8973
 AB8973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8973'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8973'STATE HIGHWAY 47 IN HIGHMORE, 329.0 M (1079.4 FT) EAST OF MILEPOST
 AB8973'288, 22.3 M (73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT)
 AB8973'EAST OF BENCH MARK REE HEIGHTS 2 RM 3, 1.0 M (3.3 FT) BELOW THE LEVEL
 AB8973'OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE
 AB8973'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8972 ***********************************************************************
 AB8972  DESIGNATION -  14 289.15
 AB8972  PID         -  AB8972
 AB8972  STATE/COUNTY-  SD/HAND
 AB8972  COUNTRY     -  US
 AB8972  USGS QUAD   -  REE HEIGHTS (2017)
 AB8972
 AB8972                         *CURRENT SURVEY CONTROL
 AB8972  ______________________________________________________________________
 AB8972* NAD 83(1986) POSITION- 44 31 47.     (N) 099 13 01.     (W)   SCALED
 AB8972* NAVD 88 ORTHO HEIGHT -   521.377 (meters)     1710.55  (feet) ADJUSTED
 AB8972  ______________________________________________________________________
 AB8972  GEOID HEIGHT    -        -24.075 (meters)                     GEOID18
 AB8972  DYNAMIC HEIGHT  -        521.281 (meters)     1710.24  (feet) COMP
 AB8972  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 AB8972
 AB8972  VERT ORDER      -  FIRST     CLASS II
 AB8972
 AB8972.The horizontal coordinates were scaled from a map and have
 AB8972.an estimated accuracy of +/- 6 seconds.
 AB8972
 AB8972.The orthometric height was determined by differential leveling and
 AB8972.adjusted by the NATIONAL GEODETIC SURVEY
 AB8972.in October 1997.
 AB8972
 AB8972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8972.GEOID18 height accuracy estimate available here.
 AB8972
 AB8972.Click photographs - Photos may exist for this station.
 AB8972
 AB8972.The dynamic height is computed by dividing the NAVD 88
 AB8972.geopotential number by the normal gravity value computed on the
 AB8972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8972.degrees latitude (g = 980.6199 gals.).
 AB8972
 AB8972.The modeled gravity was interpolated from observed gravity values.
 AB8972
 AB8972;                    North         East    Units  Estimated Accuracy
 AB8972;SPC SD N     -    77,690.      662,240.      MT  (+/- 180 meters Scaled)
 AB8972
 AB8972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ827307(NAD 83)
 AB8972
 AB8972                          SUPERSEDED SURVEY CONTROL
 AB8972
 AB8972.No superseded survey control is available for this station.
 AB8972
 AB8972_MARKER: DB = BENCH MARK DISK
 AB8972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8972_STAMPING: 14 289.15 1990 1709.33
 AB8972_MARK LOGO: SDDT
 AB8972_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8972+STABILITY: SURFACE MOTION
 AB8972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8972+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8972
 AB8972  HISTORY     - Date     Condition        Report By
 AB8972  HISTORY     - 1990     MONUMENTED       SDDT
 AB8972  HISTORY     - 19941102 GOOD             NGS
 AB8972
 AB8972                          STATION DESCRIPTION
 AB8972
 AB8972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8972'17.8 KM (11.05 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8972'STATE HIGHWAY 47 IN HIGHMORE, 276.0 M (905.5 FT) EAST OF MILEPOST 289,
 AB8972'27.8 M (91.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 22.4 M (73.5
 AB8972'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) WEST OF A
 AB8972'RIGHT-OF-WAY POST, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1
 AB8972'M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB8972'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8970 ***********************************************************************
 AB8970  DESIGNATION -  14 290.18
 AB8970  PID         -  AB8970
 AB8970  STATE/COUNTY-  SD/HAND
 AB8970  COUNTRY     -  US
 AB8970  USGS QUAD   -  REE HEIGHTS (2017)
 AB8970
 AB8970                         *CURRENT SURVEY CONTROL
 AB8970  ______________________________________________________________________
 AB8970* NAD 83(1986) POSITION- 44 31 49.     (N) 099 11 44.     (W)   SCALED
 AB8970* NAVD 88 ORTHO HEIGHT -   517.409 (meters)     1697.53  (feet) ADJUSTED
 AB8970  ______________________________________________________________________
 AB8970  GEOID HEIGHT    -        -24.098 (meters)                     GEOID18
 AB8970  DYNAMIC HEIGHT  -        517.314 (meters)     1697.22  (feet) COMP
 AB8970  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 AB8970
 AB8970  VERT ORDER      -  FIRST     CLASS II
 AB8970
 AB8970.The horizontal coordinates were scaled from a map and have
 AB8970.an estimated accuracy of +/- 6 seconds.
 AB8970
 AB8970.The orthometric height was determined by differential leveling and
 AB8970.adjusted by the NATIONAL GEODETIC SURVEY
 AB8970.in October 1997.
 AB8970
 AB8970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8970.GEOID18 height accuracy estimate available here.
 AB8970
 AB8970.Click photographs - Photos may exist for this station.
 AB8970
 AB8970.The dynamic height is computed by dividing the NAVD 88
 AB8970.geopotential number by the normal gravity value computed on the
 AB8970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8970.degrees latitude (g = 980.6199 gals.).
 AB8970
 AB8970.The modeled gravity was interpolated from observed gravity values.
 AB8970
 AB8970;                    North         East    Units  Estimated Accuracy
 AB8970;SPC SD N     -    77,760.      663,940.      MT  (+/- 180 meters Scaled)
 AB8970
 AB8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ844307(NAD 83)
 AB8970
 AB8970                          SUPERSEDED SURVEY CONTROL
 AB8970
 AB8970.No superseded survey control is available for this station.
 AB8970
 AB8970_MARKER: DB = BENCH MARK DISK
 AB8970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8970_STAMPING: 14 290.18 1990 1696.33
 AB8970_MARK LOGO: SDDT
 AB8970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8970+STABILITY: SURFACE MOTION
 AB8970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8970+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8970
 AB8970  HISTORY     - Date     Condition        Report By
 AB8970  HISTORY     - 1990     MONUMENTED       SDDT
 AB8970  HISTORY     - 19941102 GOOD             NGS
 AB8970
 AB8970                          STATION DESCRIPTION
 AB8970
 AB8970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8970'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8970'IN MILLER, 287.0 M (941.6 FT) EAST OF MILEPOST 290, 22.5 M (73.8 FT)
 AB8970'NORTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) EAST OF THE CENTER OF
 AB8970'A FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 AB8970'(0.7 FT) SOUTH OF A WITNESS POST AND A RIGHT-OF-WAY POST, AND THE
 AB8970'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8969 ***********************************************************************
 AB8969  DESIGNATION -  14 291.15
 AB8969  PID         -  AB8969
 AB8969  STATE/COUNTY-  SD/HAND
 AB8969  COUNTRY     -  US
 AB8969  USGS QUAD   -  REE HEIGHTS (2017)
 AB8969
 AB8969                         *CURRENT SURVEY CONTROL
 AB8969  ______________________________________________________________________
 AB8969* NAD 83(1986) POSITION- 44 31 49.     (N) 099 10 33.     (W)   SCALED
 AB8969* NAVD 88 ORTHO HEIGHT -   514.664 (meters)     1688.53  (feet) ADJUSTED
 AB8969  ______________________________________________________________________
 AB8969  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 AB8969  DYNAMIC HEIGHT  -        514.569 (meters)     1688.22  (feet) COMP
 AB8969  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 AB8969
 AB8969  VERT ORDER      -  FIRST     CLASS II
 AB8969
 AB8969.The horizontal coordinates were scaled from a map and have
 AB8969.an estimated accuracy of +/- 6 seconds.
 AB8969
 AB8969.The orthometric height was determined by differential leveling and
 AB8969.adjusted by the NATIONAL GEODETIC SURVEY
 AB8969.in October 1997.
 AB8969
 AB8969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8969.GEOID18 height accuracy estimate available here.
 AB8969
 AB8969.Click photographs - Photos may exist for this station.
 AB8969
 AB8969.The dynamic height is computed by dividing the NAVD 88
 AB8969.geopotential number by the normal gravity value computed on the
 AB8969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8969.degrees latitude (g = 980.6199 gals.).
 AB8969
 AB8969.The modeled gravity was interpolated from observed gravity values.
 AB8969
 AB8969;                    North         East    Units  Estimated Accuracy
 AB8969;SPC SD N     -    77,780.      665,510.      MT  (+/- 180 meters Scaled)
 AB8969
 AB8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ860307(NAD 83)
 AB8969
 AB8969                          SUPERSEDED SURVEY CONTROL
 AB8969
 AB8969.No superseded survey control is available for this station.
 AB8969
 AB8969_MARKER: DB = BENCH MARK DISK
 AB8969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8969_STAMPING: 14 291.15 1990 1687.31
 AB8969_MARK LOGO: SDDT
 AB8969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8969+STABILITY: SURFACE MOTION
 AB8969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8969+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8969
 AB8969  HISTORY     - Date     Condition        Report By
 AB8969  HISTORY     - 1990     MONUMENTED       SDDT
 AB8969  HISTORY     - 19941102 GOOD             NGS
 AB8969
 AB8969                          STATION DESCRIPTION
 AB8969
 AB8969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8969'16.1 KM (10.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8969'IN MILLER, 236.0 M (774.3 FT) EAST OF MILEPOST 291, 22.6 M (74.1 FT)
 AB8969'NORTH OF THE HIGHWAY CENTERLINE, 15.8 M (51.8 FT) WEST OF THE CENTER
 AB8969'OF A FIELD ENTRANCE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8969'0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A
 AB8969'RIGHT-OF-WAY POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8967 ***********************************************************************
 AB8967  DESIGNATION -  14 292.16
 AB8967  PID         -  AB8967
 AB8967  STATE/COUNTY-  SD/HAND
 AB8967  COUNTRY     -  US
 AB8967  USGS QUAD   -  REE HEIGHTS (2017)
 AB8967
 AB8967                         *CURRENT SURVEY CONTROL
 AB8967  ______________________________________________________________________
 AB8967* NAD 83(1986) POSITION- 44 31 49.     (N) 099 09 20.     (W)   SCALED
 AB8967* NAVD 88 ORTHO HEIGHT -   511.774 (meters)     1679.05  (feet) ADJUSTED
 AB8967  ______________________________________________________________________
 AB8967  GEOID HEIGHT    -        -24.153 (meters)                     GEOID18
 AB8967  DYNAMIC HEIGHT  -        511.680 (meters)     1678.74  (feet) COMP
 AB8967  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 AB8967
 AB8967  VERT ORDER      -  FIRST     CLASS II
 AB8967
 AB8967.The horizontal coordinates were scaled from a map and have
 AB8967.an estimated accuracy of +/- 6 seconds.
 AB8967
 AB8967.The orthometric height was determined by differential leveling and
 AB8967.adjusted by the NATIONAL GEODETIC SURVEY
 AB8967.in October 1997.
 AB8967
 AB8967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8967.GEOID18 height accuracy estimate available here.
 AB8967
 AB8967.Click photographs - Photos may exist for this station.
 AB8967
 AB8967.The dynamic height is computed by dividing the NAVD 88
 AB8967.geopotential number by the normal gravity value computed on the
 AB8967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8967.degrees latitude (g = 980.6199 gals.).
 AB8967
 AB8967.The modeled gravity was interpolated from observed gravity values.
 AB8967
 AB8967;                    North         East    Units  Estimated Accuracy
 AB8967;SPC SD N     -    77,800.      667,120.      MT  (+/- 180 meters Scaled)
 AB8967
 AB8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ876307(NAD 83)
 AB8967
 AB8967                          SUPERSEDED SURVEY CONTROL
 AB8967
 AB8967.No superseded survey control is available for this station.
 AB8967
 AB8967_MARKER: DB = BENCH MARK DISK
 AB8967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8967_STAMPING: 14 292.16 1990 1677.74
 AB8967_MARK LOGO: SDDT
 AB8967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8967+STABILITY: SURFACE MOTION
 AB8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8967+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8967
 AB8967  HISTORY     - Date     Condition        Report By
 AB8967  HISTORY     - 1990     MONUMENTED       SDDT
 AB8967  HISTORY     - 19941103 GOOD             NGS
 AB8967
 AB8967                          STATION DESCRIPTION
 AB8967
 AB8967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8967'14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8967'IN MILLER, 245.0 M (803.8 FT) EAST OF MILEPOST 292, 22.3 M (73.2 FT)
 AB8967'NORTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AB8967'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH
 AB8967'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8966 ***********************************************************************
 AB8966  DESIGNATION -  14 293.16
 AB8966  PID         -  AB8966
 AB8966  STATE/COUNTY-  SD/HAND
 AB8966  COUNTRY     -  US
 AB8966  USGS QUAD   -  REE HEIGHTS (2017)
 AB8966
 AB8966                         *CURRENT SURVEY CONTROL
 AB8966  ______________________________________________________________________
 AB8966* NAD 83(1986) POSITION- 44 31 48.     (N) 099 08 07.     (W)   SCALED
 AB8966* NAVD 88 ORTHO HEIGHT -   506.079 (meters)     1660.36  (feet) ADJUSTED
 AB8966  ______________________________________________________________________
 AB8966  GEOID HEIGHT    -        -24.187 (meters)                     GEOID18
 AB8966  DYNAMIC HEIGHT  -        505.985 (meters)     1660.05  (feet) COMP
 AB8966  MODELED GRAVITY -    980,416.0   (mgal)                       NAVD 88
 AB8966
 AB8966  VERT ORDER      -  FIRST     CLASS II
 AB8966
 AB8966.The horizontal coordinates were scaled from a map and have
 AB8966.an estimated accuracy of +/- 6 seconds.
 AB8966
 AB8966.The orthometric height was determined by differential leveling and
 AB8966.adjusted by the NATIONAL GEODETIC SURVEY
 AB8966.in October 1997.
 AB8966
 AB8966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8966.GEOID18 height accuracy estimate available here.
 AB8966
 AB8966.Click photographs - Photos may exist for this station.
 AB8966
 AB8966.The dynamic height is computed by dividing the NAVD 88
 AB8966.geopotential number by the normal gravity value computed on the
 AB8966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8966.degrees latitude (g = 980.6199 gals.).
 AB8966
 AB8966.The modeled gravity was interpolated from observed gravity values.
 AB8966
 AB8966;                    North         East    Units  Estimated Accuracy
 AB8966;SPC SD N     -    77,780.      668,730.      MT  (+/- 180 meters Scaled)
 AB8966
 AB8966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ892307(NAD 83)
 AB8966
 AB8966                          SUPERSEDED SURVEY CONTROL
 AB8966
 AB8966.No superseded survey control is available for this station.
 AB8966
 AB8966_MARKER: DB = BENCH MARK DISK
 AB8966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8966_STAMPING: 14 293.16 1990 1659.10
 AB8966_MARK LOGO: SDDT
 AB8966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8966+STABILITY: SURFACE MOTION
 AB8966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8966+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8966
 AB8966  HISTORY     - Date     Condition        Report By
 AB8966  HISTORY     - 1990     MONUMENTED       SDDT
 AB8966  HISTORY     - 19941103 GOOD             NGS
 AB8966
 AB8966                          STATION DESCRIPTION
 AB8966
 AB8966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8966'12.8 KM (7.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8966'IN MILLER, 246.0 M (807.1 FT) EAST OF MILEPOST 293, 22.4 M (73.5 FT)
 AB8966'NORTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) EAST OF THE CENTER OF
 AB8966'A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB8966'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AB8966'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8965 ***********************************************************************
 AB8965  DESIGNATION -  14 294.16
 AB8965  PID         -  AB8965
 AB8965  STATE/COUNTY-  SD/HAND
 AB8965  COUNTRY     -  US
 AB8965  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8965
 AB8965                         *CURRENT SURVEY CONTROL
 AB8965  ______________________________________________________________________
 AB8965* NAD 83(1986) POSITION- 44 31 49.     (N) 099 06 55.     (W)   SCALED
 AB8965* NAVD 88 ORTHO HEIGHT -   499.419 (meters)     1638.51  (feet) ADJUSTED
 AB8965  ______________________________________________________________________
 AB8965  GEOID HEIGHT    -        -24.222 (meters)                     GEOID18
 AB8965  DYNAMIC HEIGHT  -        499.326 (meters)     1638.21  (feet) COMP
 AB8965  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 AB8965
 AB8965  VERT ORDER      -  FIRST     CLASS II
 AB8965
 AB8965.The horizontal coordinates were scaled from a map and have
 AB8965.an estimated accuracy of +/- 6 seconds.
 AB8965
 AB8965.The orthometric height was determined by differential leveling and
 AB8965.adjusted by the NATIONAL GEODETIC SURVEY
 AB8965.in October 1997.
 AB8965
 AB8965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8965.GEOID18 height accuracy estimate available here.
 AB8965
 AB8965.Click photographs - Photos may exist for this station.
 AB8965
 AB8965.The dynamic height is computed by dividing the NAVD 88
 AB8965.geopotential number by the normal gravity value computed on the
 AB8965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8965.degrees latitude (g = 980.6199 gals.).
 AB8965
 AB8965.The modeled gravity was interpolated from observed gravity values.
 AB8965
 AB8965;                    North         East    Units  Estimated Accuracy
 AB8965;SPC SD N     -    77,830.      670,320.      MT  (+/- 180 meters Scaled)
 AB8965
 AB8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ908307(NAD 83)
 AB8965
 AB8965                          SUPERSEDED SURVEY CONTROL
 AB8965
 AB8965.No superseded survey control is available for this station.
 AB8965
 AB8965_MARKER: DB = BENCH MARK DISK
 AB8965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8965_STAMPING: 14 294.16 1637.24
 AB8965_MARK LOGO: SDDT
 AB8965_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8965+STABILITY: SURFACE MOTION
 AB8965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8965+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8965
 AB8965  HISTORY     - Date     Condition        Report By
 AB8965  HISTORY     - UNK      MONUMENTED       SDDT
 AB8965  HISTORY     - 19941103 GOOD             NGS
 AB8965
 AB8965                          STATION DESCRIPTION
 AB8965
 AB8965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8965'11.2 KM (6.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8965'IN MILLER, 237.0 M (777.6 FT) EAST OF MILEPOST 294, 22.5 M (73.8 FT)
 AB8965'NORTH OF THE HIGHWAY CENTERLINE, 12.0 M (39.4 FT) NORTHEAST OF THE
 AB8965'NORTH END OF A BOX CULVERT, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE
 AB8965'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT) SOUTH OF A
 AB8965'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8964 ***********************************************************************
 AB8964  DESIGNATION -  14 295.15
 AB8964  PID         -  AB8964
 AB8964  STATE/COUNTY-  SD/HAND
 AB8964  COUNTRY     -  US
 AB8964  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8964
 AB8964                         *CURRENT SURVEY CONTROL
 AB8964  ______________________________________________________________________
 AB8964* NAD 83(1986) POSITION- 44 31 50.     (N) 099 05 45.     (W)   SCALED
 AB8964* NAVD 88 ORTHO HEIGHT -   495.493 (meters)     1625.63  (feet) ADJUSTED
 AB8964  ______________________________________________________________________
 AB8964  GEOID HEIGHT    -        -24.259 (meters)                     GEOID18
 AB8964  DYNAMIC HEIGHT  -        495.400 (meters)     1625.32  (feet) COMP
 AB8964  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 AB8964
 AB8964  VERT ORDER      -  FIRST     CLASS II
 AB8964
 AB8964.The horizontal coordinates were scaled from a map and have
 AB8964.an estimated accuracy of +/- 6 seconds.
 AB8964
 AB8964.The orthometric height was determined by differential leveling and
 AB8964.adjusted by the NATIONAL GEODETIC SURVEY
 AB8964.in October 1997.
 AB8964
 AB8964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8964.GEOID18 height accuracy estimate available here.
 AB8964
 AB8964.Click photographs - Photos may exist for this station.
 AB8964
 AB8964.The dynamic height is computed by dividing the NAVD 88
 AB8964.geopotential number by the normal gravity value computed on the
 AB8964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8964.degrees latitude (g = 980.6199 gals.).
 AB8964
 AB8964.The modeled gravity was interpolated from observed gravity values.
 AB8964
 AB8964;                    North         East    Units  Estimated Accuracy
 AB8964;SPC SD N     -    77,880.      671,870.      MT  (+/- 180 meters Scaled)
 AB8964
 AB8964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ923308(NAD 83)
 AB8964
 AB8964                          SUPERSEDED SURVEY CONTROL
 AB8964
 AB8964.No superseded survey control is available for this station.
 AB8964
 AB8964_MARKER: DB = BENCH MARK DISK
 AB8964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8964_STAMPING: 14 295.15 1990 1624.32
 AB8964_MARK LOGO: SDDT
 AB8964_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8964+STABILITY: SURFACE MOTION
 AB8964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8964+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8964
 AB8964  HISTORY     - Date     Condition        Report By
 AB8964  HISTORY     - 1990     MONUMENTED       SDDT
 AB8964  HISTORY     - 19941103 GOOD             NGS
 AB8964
 AB8964                          STATION DESCRIPTION
 AB8964
 AB8964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8964'9.6 KM (5.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8964'IN MILLER, 217.0 M (711.9 FT) EAST OF MILEPOST 295, 22.1 M (72.5 FT)
 AB8964'NORTH OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) WEST OF THE CENTER
 AB8964'OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AB8964'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0
 AB8964'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8964'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8962 ***********************************************************************
 AB8962  DESIGNATION -  14 296.16
 AB8962  PID         -  AB8962
 AB8962  STATE/COUNTY-  SD/HAND
 AB8962  COUNTRY     -  US
 AB8962  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8962
 AB8962                         *CURRENT SURVEY CONTROL
 AB8962  ______________________________________________________________________
 AB8962* NAD 83(1986) POSITION- 44 31 50.     (N) 099 04 28.     (W)   SCALED
 AB8962* NAVD 88 ORTHO HEIGHT -   488.208 (meters)     1601.73  (feet) ADJUSTED
 AB8962  ______________________________________________________________________
 AB8962  GEOID HEIGHT    -        -24.302 (meters)                     GEOID18
 AB8962  DYNAMIC HEIGHT  -        488.116 (meters)     1601.43  (feet) COMP
 AB8962  MODELED GRAVITY -    980,414.9   (mgal)                       NAVD 88
 AB8962
 AB8962  VERT ORDER      -  FIRST     CLASS II
 AB8962
 AB8962.The horizontal coordinates were scaled from a map and have
 AB8962.an estimated accuracy of +/- 6 seconds.
 AB8962
 AB8962.The orthometric height was determined by differential leveling and
 AB8962.adjusted by the NATIONAL GEODETIC SURVEY
 AB8962.in October 1997.
 AB8962
 AB8962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8962.GEOID18 height accuracy estimate available here.
 AB8962
 AB8962.Click photographs - Photos may exist for this station.
 AB8962
 AB8962.The dynamic height is computed by dividing the NAVD 88
 AB8962.geopotential number by the normal gravity value computed on the
 AB8962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8962.degrees latitude (g = 980.6199 gals.).
 AB8962
 AB8962.The modeled gravity was interpolated from observed gravity values.
 AB8962
 AB8962;                    North         East    Units  Estimated Accuracy
 AB8962;SPC SD N     -    77,900.      673,570.      MT  (+/- 180 meters Scaled)
 AB8962
 AB8962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ940308(NAD 83)
 AB8962
 AB8962                          SUPERSEDED SURVEY CONTROL
 AB8962
 AB8962.No superseded survey control is available for this station.
 AB8962
 AB8962_MARKER: DB = BENCH MARK DISK
 AB8962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8962_STAMPING: 14 296.16 1990 1600.39
 AB8962_MARK LOGO: SDDT
 AB8962_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8962+STABILITY: SURFACE MOTION
 AB8962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8962+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8962
 AB8962  HISTORY     - Date     Condition        Report By
 AB8962  HISTORY     - 1990     MONUMENTED       SDDT
 AB8962  HISTORY     - 19941102 GOOD             NGS
 AB8962
 AB8962                          STATION DESCRIPTION
 AB8962
 AB8962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8962'8.0 KM (4.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8962'IN MILLER, 0.3 KM (0.20 MI) EAST OF MILEPOST 296, 22.4 M (73.5 FT)
 AB8962'NORTH OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE
 AB8962'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 AB8962'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8960 ***********************************************************************
 AB8960  DESIGNATION -  14 297.14
 AB8960  PID         -  AB8960
 AB8960  STATE/COUNTY-  SD/HAND
 AB8960  COUNTRY     -  US
 AB8960  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8960
 AB8960                         *CURRENT SURVEY CONTROL
 AB8960  ______________________________________________________________________
 AB8960* NAD 83(1986) POSITION- 44 31 51.     (N) 099 03 16.     (W)   SCALED
 AB8960* NAVD 88 ORTHO HEIGHT -   485.840 (meters)     1593.96  (feet) ADJUSTED
 AB8960  ______________________________________________________________________
 AB8960  GEOID HEIGHT    -        -24.343 (meters)                     GEOID18
 AB8960  DYNAMIC HEIGHT  -        485.748 (meters)     1593.66  (feet) COMP
 AB8960  MODELED GRAVITY -    980,414.9   (mgal)                       NAVD 88
 AB8960
 AB8960  VERT ORDER      -  FIRST     CLASS II
 AB8960
 AB8960.The horizontal coordinates were scaled from a map and have
 AB8960.an estimated accuracy of +/- 6 seconds.
 AB8960
 AB8960.The orthometric height was determined by differential leveling and
 AB8960.adjusted by the NATIONAL GEODETIC SURVEY
 AB8960.in October 1997.
 AB8960
 AB8960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8960.GEOID18 height accuracy estimate available here.
 AB8960
 AB8960.Click photographs - Photos may exist for this station.
 AB8960
 AB8960.The dynamic height is computed by dividing the NAVD 88
 AB8960.geopotential number by the normal gravity value computed on the
 AB8960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8960.degrees latitude (g = 980.6199 gals.).
 AB8960
 AB8960.The modeled gravity was interpolated from observed gravity values.
 AB8960
 AB8960;                    North         East    Units  Estimated Accuracy
 AB8960;SPC SD N     -    77,950.      675,160.      MT  (+/- 180 meters Scaled)
 AB8960
 AB8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ956308(NAD 83)
 AB8960
 AB8960                          SUPERSEDED SURVEY CONTROL
 AB8960
 AB8960.No superseded survey control is available for this station.
 AB8960
 AB8960_MARKER: DB = BENCH MARK DISK
 AB8960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8960_STAMPING: 14 297.14 1990 1592.62
 AB8960_MARK LOGO: SDDT
 AB8960_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8960+STABILITY: SURFACE MOTION
 AB8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8960+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8960
 AB8960  HISTORY     - Date     Condition        Report By
 AB8960  HISTORY     - 1990     MONUMENTED       SDDT
 AB8960  HISTORY     - 19941102 GOOD             NGS
 AB8960
 AB8960                          STATION DESCRIPTION
 AB8960
 AB8960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8960'6.4 KM (3.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8960'IN MILLER, 260.0 M (853.0 FT) EAST OF MILEPOST 297, 22.3 M (73.2 FT)
 AB8960'NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AB8960'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE CORNER, 0.1 M (0.3 FT) SOUTH
 AB8960'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE
 AB8960'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8959 ***********************************************************************
 AB8959  DESIGNATION -  14 298.14
 AB8959  PID         -  AB8959
 AB8959  STATE/COUNTY-  SD/HAND
 AB8959  COUNTRY     -  US
 AB8959  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8959
 AB8959                         *CURRENT SURVEY CONTROL
 AB8959  ______________________________________________________________________
 AB8959* NAD 83(1986) POSITION- 44 31 50.     (N) 099 02 05.     (W)   SCALED
 AB8959* NAVD 88 ORTHO HEIGHT -   483.184 (meters)     1585.25  (feet) ADJUSTED
 AB8959  ______________________________________________________________________
 AB8959  GEOID HEIGHT    -        -24.383 (meters)                     GEOID18
 AB8959  DYNAMIC HEIGHT  -        483.093 (meters)     1584.95  (feet) COMP
 AB8959  MODELED GRAVITY -    980,414.8   (mgal)                       NAVD 88
 AB8959
 AB8959  VERT ORDER      -  FIRST     CLASS II
 AB8959
 AB8959.The horizontal coordinates were scaled from a map and have
 AB8959.an estimated accuracy of +/- 6 seconds.
 AB8959
 AB8959.The orthometric height was determined by differential leveling and
 AB8959.adjusted by the NATIONAL GEODETIC SURVEY
 AB8959.in October 1997.
 AB8959
 AB8959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8959.GEOID18 height accuracy estimate available here.
 AB8959
 AB8959.Click photographs - Photos may exist for this station.
 AB8959
 AB8959.The dynamic height is computed by dividing the NAVD 88
 AB8959.geopotential number by the normal gravity value computed on the
 AB8959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8959.degrees latitude (g = 980.6199 gals.).
 AB8959
 AB8959.The modeled gravity was interpolated from observed gravity values.
 AB8959
 AB8959;                    North         East    Units  Estimated Accuracy
 AB8959;SPC SD N     -    77,930.      676,730.      MT  (+/- 180 meters Scaled)
 AB8959
 AB8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ972308(NAD 83)
 AB8959
 AB8959                          SUPERSEDED SURVEY CONTROL
 AB8959
 AB8959.No superseded survey control is available for this station.
 AB8959
 AB8959_MARKER: DB = BENCH MARK DISK
 AB8959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8959_STAMPING: 14 298.14 1990 1583.91
 AB8959_MARK LOGO: SDDT
 AB8959_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8959+STABILITY: SURFACE MOTION
 AB8959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8959+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8959
 AB8959  HISTORY     - Date     Condition        Report By
 AB8959  HISTORY     - 1990     MONUMENTED       SDDT
 AB8959  HISTORY     - 19941102 GOOD             NGS
 AB8959
 AB8959                          STATION DESCRIPTION
 AB8959
 AB8959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8959'4.8 KM (3.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8959'IN MILLER, 257.0 M (843.2 FT) EAST OF MILEPOST 298, 22.5 M (73.8 FT)
 AB8959'NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 AB8959'HIGHWAY, 1.3 M (4.3 FT) WEST OF A RIGHT-A-WAY POST, 0.2 M (0.7 FT)
 AB8959'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8959'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8958 ***********************************************************************
 AB8958  DESIGNATION -  14 299.14
 AB8958  PID         -  AB8958
 AB8958  STATE/COUNTY-  SD/HAND
 AB8958  COUNTRY     -  US
 AB8958  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8958
 AB8958                         *CURRENT SURVEY CONTROL
 AB8958  ______________________________________________________________________
 AB8958* NAD 83(1986) POSITION- 44 31 51.     (N) 099 00 51.     (W)   SCALED
 AB8958* NAVD 88 ORTHO HEIGHT -   480.854 (meters)     1577.60  (feet) ADJUSTED
 AB8958  ______________________________________________________________________
 AB8958  GEOID HEIGHT    -        -24.425 (meters)                     GEOID18
 AB8958  DYNAMIC HEIGHT  -        480.764 (meters)     1577.31  (feet) COMP
 AB8958  MODELED GRAVITY -    980,415.0   (mgal)                       NAVD 88
 AB8958
 AB8958  VERT ORDER      -  FIRST     CLASS II
 AB8958
 AB8958.The horizontal coordinates were scaled from a map and have
 AB8958.an estimated accuracy of +/- 6 seconds.
 AB8958
 AB8958.The orthometric height was determined by differential leveling and
 AB8958.adjusted by the NATIONAL GEODETIC SURVEY
 AB8958.in October 1997.
 AB8958
 AB8958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8958.GEOID18 height accuracy estimate available here.
 AB8958
 AB8958.Click photographs - Photos may exist for this station.
 AB8958
 AB8958.The dynamic height is computed by dividing the NAVD 88
 AB8958.geopotential number by the normal gravity value computed on the
 AB8958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8958.degrees latitude (g = 980.6199 gals.).
 AB8958
 AB8958.The modeled gravity was interpolated from observed gravity values.
 AB8958
 AB8958;                    North         East    Units  Estimated Accuracy
 AB8958;SPC SD N     -    77,990.      678,360.      MT  (+/- 180 meters Scaled)
 AB8958
 AB8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ988308(NAD 83)
 AB8958
 AB8958                          SUPERSEDED SURVEY CONTROL
 AB8958
 AB8958.No superseded survey control is available for this station.
 AB8958
 AB8958_MARKER: DB = BENCH MARK DISK
 AB8958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8958_STAMPING: 14 299.14 1990 1576.25
 AB8958_MARK LOGO: SDDT
 AB8958_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8958+STABILITY: SURFACE MOTION
 AB8958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8958+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8958
 AB8958  HISTORY     - Date     Condition        Report By
 AB8958  HISTORY     - 1990     MONUMENTED       SDDT
 AB8958  HISTORY     - 19941102 GOOD             NGS
 AB8958
 AB8958                          STATION DESCRIPTION
 AB8958
 AB8958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8958'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8958'IN MILLER, 261.0 M (856.3 FT) EAST OF MILEPOST 299, 22.5 M (73.8 FT)
 AB8958'NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB8958'HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE CORNER, 0.1 M (0.3 FT)
 AB8958'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8958'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8954 ***********************************************************************
 AB8954  DESIGNATION -  14 300.46
 AB8954  PID         -  AB8954
 AB8954  STATE/COUNTY-  SD/HAND
 AB8954  COUNTRY     -  US
 AB8954  USGS QUAD   -  MILLER (2017)
 AB8954
 AB8954                         *CURRENT SURVEY CONTROL
 AB8954  ______________________________________________________________________
 AB8954* NAD 83(1986) POSITION- 44 31 49.     (N) 098 59 19.     (W)   SCALED
 AB8954* NAVD 88 ORTHO HEIGHT -   478.143 (meters)     1568.71  (feet) ADJUSTED
 AB8954  ______________________________________________________________________
 AB8954  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 AB8954  DYNAMIC HEIGHT  -        478.052 (meters)     1568.41  (feet) COMP
 AB8954  MODELED GRAVITY -    980,414.1   (mgal)                       NAVD 88
 AB8954
 AB8954  VERT ORDER      -  FIRST     CLASS II
 AB8954
 AB8954.The horizontal coordinates were scaled from a map and have
 AB8954.an estimated accuracy of +/- 6 seconds.
 AB8954
 AB8954.The orthometric height was determined by differential leveling and
 AB8954.adjusted by the NATIONAL GEODETIC SURVEY
 AB8954.in October 1997.
 AB8954
 AB8954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8954.GEOID18 height accuracy estimate available here.
 AB8954
 AB8954.Click photographs - Photos may exist for this station.
 AB8954
 AB8954.The dynamic height is computed by dividing the NAVD 88
 AB8954.geopotential number by the normal gravity value computed on the
 AB8954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8954.degrees latitude (g = 980.6199 gals.).
 AB8954
 AB8954.The modeled gravity was interpolated from observed gravity values.
 AB8954
 AB8954;                    North         East    Units  Estimated Accuracy
 AB8954;SPC SD N     -    77,950.      680,390.      MT  (+/- 180 meters Scaled)
 AB8954
 AB8954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009307(NAD 83)
 AB8954
 AB8954                          SUPERSEDED SURVEY CONTROL
 AB8954
 AB8954.No superseded survey control is available for this station.
 AB8954
 AB8954_MARKER: DB = BENCH MARK DISK
 AB8954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8954_STAMPING: 14-300.46 1990 1567.35
 AB8954_MARK LOGO: SDDT
 AB8954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8954+STABILITY: SURFACE MOTION
 AB8954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8954+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AB8954
 AB8954  HISTORY     - Date     Condition        Report By
 AB8954  HISTORY     - 1990     MONUMENTED       SDDT
 AB8954  HISTORY     - 19941102 GOOD             NGS
 AB8954  HISTORY     - 19960710 GOOD             NGS
 AB8954
 AB8954                          STATION DESCRIPTION
 AB8954
 AB8954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8954'1.2 KM (0.75 MI) NORTHERLY ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 45
 AB8954'FROM THE POST OFFICE IN MILLER, 691.0 M (2267.1 FT) EAST OF MILEPOST
 AB8954'300, 16.5 M (54.1 FT) EAST OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 AB8954'NORTH OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL
 AB8954'OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A UNDERGROUND CABLE JUNCTION
 AB8954'BOX, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AB8954'RECESSED 0.08 M (0.26 FT) BELOW THE GROUND SURFACE.
 AB8954
 AB8954                          STATION RECOVERY (1996)
 AB8954
 AB8954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8954'1.2 KM (0.75 MI) NORTHERLY ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 45
 AB8954'FROM THE POST OFFICE IN MILLER, 696.0 M (2283.5 FT) EAST OF MILEPOST
 AB8954'300, 16.5 M (54.1 FT) EAST OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 AB8954'NORTH OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) SOUTH OF AN
 AB8954'UNDERGROUND CABLE JUNCTION BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB8954'HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AB8954'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8937 ***********************************************************************
 AB8937  DESIGNATION -  14 316.86
 AB8937  PID         -  AB8937
 AB8937  STATE/COUNTY-  SD/BEADLE
 AB8937  COUNTRY     -  US
 AB8937  USGS QUAD   -  WESSINGTON (2017)
 AB8937
 AB8937                         *CURRENT SURVEY CONTROL
 AB8937  ______________________________________________________________________
 AB8937* NAD 83(1986) POSITION- 44 27 27.     (N) 098 41 30.     (W)   SCALED
 AB8937* NAVD 88 ORTHO HEIGHT -   423.959 (meters)     1390.94  (feet) ADJUSTED
 AB8937  ______________________________________________________________________
 AB8937  GEOID HEIGHT    -        -24.917 (meters)                     GEOID18
 AB8937  DYNAMIC HEIGHT  -        423.878 (meters)     1390.67  (feet) COMP
 AB8937  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 AB8937
 AB8937  VERT ORDER      -  FIRST     CLASS II
 AB8937
 AB8937.The horizontal coordinates were scaled from a map and have
 AB8937.an estimated accuracy of +/- 6 seconds.
 AB8937
 AB8937.The orthometric height was determined by differential leveling and
 AB8937.adjusted by the NATIONAL GEODETIC SURVEY
 AB8937.in October 1997.
 AB8937
 AB8937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8937.GEOID18 height accuracy estimate available here.
 AB8937
 AB8937.Click photographs - Photos may exist for this station.
 AB8937
 AB8937.The dynamic height is computed by dividing the NAVD 88
 AB8937.geopotential number by the normal gravity value computed on the
 AB8937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8937.degrees latitude (g = 980.6199 gals.).
 AB8937
 AB8937.The modeled gravity was interpolated from observed gravity values.
 AB8937
 AB8937;                    North         East    Units  Estimated Accuracy
 AB8937;SPC SD N     -    70,200.      704,120.      MT  (+/- 180 meters Scaled)
 AB8937
 AB8937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ245227(NAD 83)
 AB8937
 AB8937                          SUPERSEDED SURVEY CONTROL
 AB8937
 AB8937.No superseded survey control is available for this station.
 AB8937
 AB8937_MARKER: DB = BENCH MARK DISK
 AB8937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB8937_SP_SET: HEADWALL
 AB8937_STAMPING: 14-316.86 1994
 AB8937_MARK LOGO: SDDT
 AB8937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8937+STABILITY: SURFACE MOTION
 AB8937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8937+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8937
 AB8937  HISTORY     - Date     Condition        Report By
 AB8937  HISTORY     - 1994     MONUMENTED       SDDT
 AB8937  HISTORY     - 19941101 GOOD             NGS
 AB8937
 AB8937                          STATION DESCRIPTION
 AB8937
 AB8937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8937'25.3 KM (15.70 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8937'IN MILLER, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END OF THE
 AB8937'SOUTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 227.0 M
 AB8937'(744.7 FT) WEST OF MILEPOST 317, 18.8 M (61.7 FT) SOUTH OF THE HIGHWAY
 AB8937'CENTERLINE, 8.0 M (26.2 FT) SOUTHEAST OF A HIGHWAY INFORMATION SIGN
 AB8937'(MILEPOST 316.86 AND EAST 14), AND 2.1 M (6.9 FT) BELOW THE LEVEL OF
 AB8937'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8936 ***********************************************************************
 AB8936  DESIGNATION -  14 316.89
 AB8936  PID         -  AB8936
 AB8936  STATE/COUNTY-  SD/BEADLE
 AB8936  COUNTRY     -  US
 AB8936  USGS QUAD   -  WESSINGTON (2017)
 AB8936
 AB8936                         *CURRENT SURVEY CONTROL
 AB8936  ______________________________________________________________________
 AB8936* NAD 83(1986) POSITION- 44 27 29.     (N) 098 41 29.     (W)   SCALED
 AB8936* NAVD 88 ORTHO HEIGHT -   427.656 (meters)     1403.07  (feet) ADJUSTED
 AB8936  ______________________________________________________________________
 AB8936  GEOID HEIGHT    -        -24.917 (meters)                     GEOID18
 AB8936  DYNAMIC HEIGHT  -        427.574 (meters)     1402.80  (feet) COMP
 AB8936  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 AB8936
 AB8936  VERT ORDER      -  FIRST     CLASS II
 AB8936
 AB8936.The horizontal coordinates were scaled from a map and have
 AB8936.an estimated accuracy of +/- 6 seconds.
 AB8936
 AB8936.The orthometric height was determined by differential leveling and
 AB8936.adjusted by the NATIONAL GEODETIC SURVEY
 AB8936.in October 1997.
 AB8936
 AB8936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8936.GEOID18 height accuracy estimate available here.
 AB8936
 AB8936.Click photographs - Photos may exist for this station.
 AB8936
 AB8936.The dynamic height is computed by dividing the NAVD 88
 AB8936.geopotential number by the normal gravity value computed on the
 AB8936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8936.degrees latitude (g = 980.6199 gals.).
 AB8936
 AB8936.The modeled gravity was interpolated from observed gravity values.
 AB8936
 AB8936;                    North         East    Units  Estimated Accuracy
 AB8936;SPC SD N     -    70,260.      704,140.      MT  (+/- 180 meters Scaled)
 AB8936
 AB8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ245227(NAD 83)
 AB8936
 AB8936                          SUPERSEDED SURVEY CONTROL
 AB8936
 AB8936.No superseded survey control is available for this station.
 AB8936
 AB8936_MARKER: DB = BENCH MARK DISK
 AB8936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8936_STAMPING: 14 316.89 1994
 AB8936_MARK LOGO: SDDT
 AB8936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8936+STABILITY: SURFACE MOTION
 AB8936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8936+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8936
 AB8936  HISTORY     - Date     Condition        Report By
 AB8936  HISTORY     - 1994     MONUMENTED       SDDT
 AB8936  HISTORY     - 19941101 GOOD             NGS
 AB8936
 AB8936                          STATION DESCRIPTION
 AB8936
 AB8936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8936'25.3 KM (15.70 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8936'IN MILLER, 185.0 M (607.0 FT) WEST OF MILEPOST 317, 47.2 M (154.9 FT)
 AB8936'NORTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) WEST OF A T-FENCE
 AB8936'CORNER, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB8936'SOUTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AB8936'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8934 ***********************************************************************
 AB8934  DESIGNATION -  14 318.90
 AB8934  PID         -  AB8934
 AB8934  STATE/COUNTY-  SD/BEADLE
 AB8934  COUNTRY     -  US
 AB8934  USGS QUAD   -  WESSINGTON (2017)
 AB8934
 AB8934                         *CURRENT SURVEY CONTROL
 AB8934  ______________________________________________________________________
 AB8934* NAD 83(1986) POSITION- 44 27 29.     (N) 098 39 02.     (W)   SCALED
 AB8934* NAVD 88 ORTHO HEIGHT -   430.709 (meters)     1413.08  (feet) ADJUSTED
 AB8934  ______________________________________________________________________
 AB8934  GEOID HEIGHT    -        -24.936 (meters)                     GEOID18
 AB8934  DYNAMIC HEIGHT  -        430.628 (meters)     1412.82  (feet) COMP
 AB8934  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 AB8934
 AB8934  VERT ORDER      -  FIRST     CLASS II
 AB8934
 AB8934.The horizontal coordinates were scaled from a map and have
 AB8934.an estimated accuracy of +/- 6 seconds.
 AB8934
 AB8934.The orthometric height was determined by differential leveling and
 AB8934.adjusted by the NATIONAL GEODETIC SURVEY
 AB8934.in October 1997.
 AB8934
 AB8934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8934.GEOID18 height accuracy estimate available here.
 AB8934
 AB8934.Click photographs - Photos may exist for this station.
 AB8934
 AB8934.The dynamic height is computed by dividing the NAVD 88
 AB8934.geopotential number by the normal gravity value computed on the
 AB8934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8934.degrees latitude (g = 980.6199 gals.).
 AB8934
 AB8934.The modeled gravity was interpolated from observed gravity values.
 AB8934
 AB8934;                    North         East    Units  Estimated Accuracy
 AB8934;SPC SD N     -    70,320.      707,390.      MT  (+/- 180 meters Scaled)
 AB8934
 AB8934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ277228(NAD 83)
 AB8934
 AB8934                          SUPERSEDED SURVEY CONTROL
 AB8934
 AB8934.No superseded survey control is available for this station.
 AB8934
 AB8934_MARKER: DB = BENCH MARK DISK
 AB8934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8934_STAMPING: 14-318.90 1994
 AB8934_MARK LOGO: SDDT
 AB8934_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8934+STABILITY: SURFACE MOTION
 AB8934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8934+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8934
 AB8934  HISTORY     - Date     Condition        Report By
 AB8934  HISTORY     - 1994     MONUMENTED       SDDT
 AB8934  HISTORY     - 19941101 GOOD             NGS
 AB8934
 AB8934                          STATION DESCRIPTION
 AB8934
 AB8934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8934'28.6 KM (17.75 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8934'IN MILLER, 162.0 M (531.5 FT) WEST OF MILEPOST 319, 30.1 M (98.8 FT)
 AB8934'NORTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) SOUTH OF A T-FENCE
 AB8934'CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT)
 AB8934'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8934'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8933 ***********************************************************************
 AB8933  DESIGNATION -  14 319.89
 AB8933  PID         -  AB8933
 AB8933  STATE/COUNTY-  SD/BEADLE
 AB8933  COUNTRY     -  US
 AB8933  USGS QUAD   -  WESSINGTON (2017)
 AB8933
 AB8933                         *CURRENT SURVEY CONTROL
 AB8933  ______________________________________________________________________
 AB8933* NAD 83(1986) POSITION- 44 27 27.     (N) 098 38 00.     (W)   SCALED
 AB8933* NAVD 88 ORTHO HEIGHT -   420.181 (meters)     1378.54  (feet) ADJUSTED
 AB8933  ______________________________________________________________________
 AB8933  GEOID HEIGHT    -        -24.941 (meters)                     GEOID18
 AB8933  DYNAMIC HEIGHT  -        420.103 (meters)     1378.29  (feet) COMP
 AB8933  MODELED GRAVITY -    980,419.1   (mgal)                       NAVD 88
 AB8933
 AB8933  VERT ORDER      -  FIRST     CLASS II
 AB8933
 AB8933.The horizontal coordinates were scaled from a map and have
 AB8933.an estimated accuracy of +/- 6 seconds.
 AB8933
 AB8933.The orthometric height was determined by differential leveling and
 AB8933.adjusted by the NATIONAL GEODETIC SURVEY
 AB8933.in October 1997.
 AB8933
 AB8933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8933.GEOID18 height accuracy estimate available here.
 AB8933
 AB8933.Click photographs - Photos may exist for this station.
 AB8933
 AB8933.The dynamic height is computed by dividing the NAVD 88
 AB8933.geopotential number by the normal gravity value computed on the
 AB8933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8933.degrees latitude (g = 980.6199 gals.).
 AB8933
 AB8933.The modeled gravity was interpolated from observed gravity values.
 AB8933
 AB8933;                    North         East    Units  Estimated Accuracy
 AB8933;SPC SD N     -    70,280.      708,760.      MT  (+/- 180 meters Scaled)
 AB8933
 AB8933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ291227(NAD 83)
 AB8933
 AB8933                          SUPERSEDED SURVEY CONTROL
 AB8933
 AB8933.No superseded survey control is available for this station.
 AB8933
 AB8933_MARKER: DB = BENCH MARK DISK
 AB8933_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB8933_SP_SET: HEADWALL
 AB8933_STAMPING: 14-319.89 1994
 AB8933_MARK LOGO: SDDT
 AB8933_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8933+STABILITY: SURFACE MOTION
 AB8933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8933+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8933
 AB8933  HISTORY     - Date     Condition        Report By
 AB8933  HISTORY     - 1994     MONUMENTED       SDDT
 AB8933  HISTORY     - 19941101 GOOD             NGS
 AB8933
 AB8933                          STATION DESCRIPTION
 AB8933
 AB8933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8933'30.1 KM (18.70 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8933'IN MILLER, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END OF THE
 AB8933'SOUTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 189.0 M
 AB8933'(620.1 FT) WEST OF MILEPOST 320, 20.6 M (67.6 FT) SOUTH OF THE HIGHWAY
 AB8933'CENTERLINE, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M
 AB8933'(0.7 FT) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8932 ***********************************************************************
 AB8932  DESIGNATION -  14 319.97
 AB8932  PID         -  AB8932
 AB8932  STATE/COUNTY-  SD/BEADLE
 AB8932  COUNTRY     -  US
 AB8932  USGS QUAD   -  WESSINGTON (2017)
 AB8932
 AB8932                         *CURRENT SURVEY CONTROL
 AB8932  ______________________________________________________________________
 AB8932* NAD 83(1986) POSITION- 44 27 29.     (N) 098 37 46.     (W)   SCALED
 AB8932* NAVD 88 ORTHO HEIGHT -   424.041 (meters)     1391.21  (feet) ADJUSTED
 AB8932  ______________________________________________________________________
 AB8932  GEOID HEIGHT    -        -24.941 (meters)                     GEOID18
 AB8932  DYNAMIC HEIGHT  -        423.963 (meters)     1390.95  (feet) COMP
 AB8932  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 AB8932
 AB8932  VERT ORDER      -  FIRST     CLASS II
 AB8932
 AB8932.The horizontal coordinates were scaled from a map and have
 AB8932.an estimated accuracy of +/- 6 seconds.
 AB8932
 AB8932.The orthometric height was determined by differential leveling and
 AB8932.adjusted by the NATIONAL GEODETIC SURVEY
 AB8932.in October 1997.
 AB8932
 AB8932.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8932.GEOID18 height accuracy estimate available here.
 AB8932
 AB8932.Click photographs - Photos may exist for this station.
 AB8932
 AB8932.The dynamic height is computed by dividing the NAVD 88
 AB8932.geopotential number by the normal gravity value computed on the
 AB8932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8932.degrees latitude (g = 980.6199 gals.).
 AB8932
 AB8932.The modeled gravity was interpolated from observed gravity values.
 AB8932
 AB8932;                    North         East    Units  Estimated Accuracy
 AB8932;SPC SD N     -    70,340.      709,070.      MT  (+/- 180 meters Scaled)
 AB8932
 AB8932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ294228(NAD 83)
 AB8932
 AB8932                          SUPERSEDED SURVEY CONTROL
 AB8932
 AB8932.No superseded survey control is available for this station.
 AB8932
 AB8932_MARKER: DB = BENCH MARK DISK
 AB8932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8932_STAMPING: 14 319.97 1994
 AB8932_MARK LOGO: SDDT
 AB8932_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8932+STABILITY: SURFACE MOTION
 AB8932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8932+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8932
 AB8932  HISTORY     - Date     Condition        Report By
 AB8932  HISTORY     - 1994     MONUMENTED       SDDT
 AB8932  HISTORY     - 19941101 GOOD             NGS
 AB8932
 AB8932                          STATION DESCRIPTION
 AB8932
 AB8932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8932'30.3 KM (18.80 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8932'IN MILLER, 66.5 M (218.2 FT) WEST OF MILEPOST 320, 30.3 M (99.4 FT)
 AB8932'NORTH OF THE HIGHWAY CENTERLINE, 22.9 M (75.1 FT) WEST OF A UTILITY
 AB8932'POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB8932'SOUTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AB8932'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8931 ***********************************************************************
 AB8931  DESIGNATION -  14 320.91
 AB8931  PID         -  AB8931
 AB8931  STATE/COUNTY-  SD/BEADLE
 AB8931  COUNTRY     -  US
 AB8931  USGS QUAD   -  WESSINGTON NE (2017)
 AB8931
 AB8931                         *CURRENT SURVEY CONTROL
 AB8931  ______________________________________________________________________
 AB8931* NAD 83(1986) POSITION- 44 27 29.     (N) 098 36 38.     (W)   SCALED
 AB8931* NAVD 88 ORTHO HEIGHT -   433.919 (meters)     1423.62  (feet) ADJUSTED
 AB8931  ______________________________________________________________________
 AB8931  GEOID HEIGHT    -        -24.942 (meters)                     GEOID18
 AB8931  DYNAMIC HEIGHT  -        433.839 (meters)     1423.35  (feet) COMP
 AB8931  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 AB8931
 AB8931  VERT ORDER      -  FIRST     CLASS II
 AB8931
 AB8931.The horizontal coordinates were scaled from a map and have
 AB8931.an estimated accuracy of +/- 6 seconds.
 AB8931
 AB8931.The orthometric height was determined by differential leveling and
 AB8931.adjusted by the NATIONAL GEODETIC SURVEY
 AB8931.in October 1997.
 AB8931
 AB8931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8931.GEOID18 height accuracy estimate available here.
 AB8931
 AB8931.Click photographs - Photos may exist for this station.
 AB8931
 AB8931.The dynamic height is computed by dividing the NAVD 88
 AB8931.geopotential number by the normal gravity value computed on the
 AB8931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8931.degrees latitude (g = 980.6199 gals.).
 AB8931
 AB8931.The modeled gravity was interpolated from observed gravity values.
 AB8931
 AB8931;                    North         East    Units  Estimated Accuracy
 AB8931;SPC SD N     -    70,370.      710,580.      MT  (+/- 180 meters Scaled)
 AB8931
 AB8931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ309228(NAD 83)
 AB8931
 AB8931                          SUPERSEDED SURVEY CONTROL
 AB8931
 AB8931.No superseded survey control is available for this station.
 AB8931
 AB8931_MARKER: DB = BENCH MARK DISK
 AB8931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8931_STAMPING: 14-320.91 1985 1422.66
 AB8931_MARK LOGO: SDDT
 AB8931_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8931+STABILITY: SURFACE MOTION
 AB8931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8931+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8931
 AB8931  HISTORY     - Date     Condition        Report By
 AB8931  HISTORY     - 1985     MONUMENTED       SDDT
 AB8931  HISTORY     - 19941101 GOOD             NGS
 AB8931
 AB8931                          STATION DESCRIPTION
 AB8931
 AB8931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8931'31.8 KM (19.75 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8931'IN MILLER, 130.0 M (426.5 FT) WEST OF MILEPOST 321, 47.3 M (155.2 FT)
 AB8931'WEST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE, 26.9 M
 AB8931'(88.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 21.4 M (70.2 FT)
 AB8931'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 0.3 M (1.0 FT)
 AB8931'ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AB8931'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8930 ***********************************************************************
 AB8930  DESIGNATION -  14 321.91
 AB8930  PID         -  AB8930
 AB8930  STATE/COUNTY-  SD/BEADLE
 AB8930  COUNTRY     -  US
 AB8930  USGS QUAD   -  WESSINGTON NE (2017)
 AB8930
 AB8930                         *CURRENT SURVEY CONTROL
 AB8930  ______________________________________________________________________
 AB8930* NAD 83(1986) POSITION- 44 27 29.     (N) 098 35 23.     (W)   SCALED
 AB8930* NAVD 88 ORTHO HEIGHT -   423.798 (meters)     1390.41  (feet) ADJUSTED
 AB8930  ______________________________________________________________________
 AB8930  GEOID HEIGHT    -        -24.940 (meters)                     GEOID18
 AB8930  DYNAMIC HEIGHT  -        423.721 (meters)     1390.16  (feet) COMP
 AB8930  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 AB8930
 AB8930  VERT ORDER      -  FIRST     CLASS II
 AB8930
 AB8930.The horizontal coordinates were scaled from a map and have
 AB8930.an estimated accuracy of +/- 6 seconds.
 AB8930
 AB8930.The orthometric height was determined by differential leveling and
 AB8930.adjusted by the NATIONAL GEODETIC SURVEY
 AB8930.in October 1997.
 AB8930
 AB8930.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8930.GEOID18 height accuracy estimate available here.
 AB8930
 AB8930.Click photographs - Photos may exist for this station.
 AB8930
 AB8930.The dynamic height is computed by dividing the NAVD 88
 AB8930.geopotential number by the normal gravity value computed on the
 AB8930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8930.degrees latitude (g = 980.6199 gals.).
 AB8930
 AB8930.The modeled gravity was interpolated from observed gravity values.
 AB8930
 AB8930;                    North         East    Units  Estimated Accuracy
 AB8930;SPC SD N     -    70,400.      712,230.      MT  (+/- 180 meters Scaled)
 AB8930
 AB8930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ326228(NAD 83)
 AB8930
 AB8930                          SUPERSEDED SURVEY CONTROL
 AB8930
 AB8930.No superseded survey control is available for this station.
 AB8930
 AB8930_MARKER: DB = BENCH MARK DISK
 AB8930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8930_STAMPING: 14-321.91 1985 1389.43
 AB8930_MARK LOGO: SDDT
 AB8930_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8930+STABILITY: SURFACE MOTION
 AB8930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8930+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8930
 AB8930  HISTORY     - Date     Condition        Report By
 AB8930  HISTORY     - 1985     MONUMENTED       SDDT
 AB8930  HISTORY     - 19941101 GOOD             NGS
 AB8930
 AB8930                          STATION DESCRIPTION
 AB8930
 AB8930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8930'33.4 KM (20.75 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8930'IN MILLER, 124.0 M (406.8 FT) WEST OF MILEPOST 322, 27.8 M (91.2 FT)
 AB8930'WEST OF A UTILITY POLE, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY
 AB8930'CENTERLINE, 0.4 M (1.3 FT) SOUTH OF A T-FENCE CORNER, 0.3 M (1.0 FT)
 AB8930'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AB8930'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8928 ***********************************************************************
 AB8928  DESIGNATION -  14 322.87
 AB8928  PID         -  AB8928
 AB8928  STATE/COUNTY-  SD/BEADLE
 AB8928  COUNTRY     -  US
 AB8928  USGS QUAD   -  WESSINGTON NE (2017)
 AB8928
 AB8928                         *CURRENT SURVEY CONTROL
 AB8928  ______________________________________________________________________
 AB8928* NAD 83(1986) POSITION- 44 27 29.     (N) 098 34 14.     (W)   SCALED
 AB8928* NAVD 88 ORTHO HEIGHT -   419.414 (meters)     1376.03  (feet) ADJUSTED
 AB8928  ______________________________________________________________________
 AB8928  GEOID HEIGHT    -        -24.935 (meters)                     GEOID18
 AB8928  DYNAMIC HEIGHT  -        419.338 (meters)     1375.78  (feet) COMP
 AB8928  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 AB8928
 AB8928  VERT ORDER      -  FIRST     CLASS II
 AB8928
 AB8928.The horizontal coordinates were scaled from a map and have
 AB8928.an estimated accuracy of +/- 6 seconds.
 AB8928
 AB8928.The orthometric height was determined by differential leveling and
 AB8928.adjusted by the NATIONAL GEODETIC SURVEY
 AB8928.in October 1997.
 AB8928
 AB8928.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8928.GEOID18 height accuracy estimate available here.
 AB8928
 AB8928.Click photographs - Photos may exist for this station.
 AB8928
 AB8928.The dynamic height is computed by dividing the NAVD 88
 AB8928.geopotential number by the normal gravity value computed on the
 AB8928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8928.degrees latitude (g = 980.6199 gals.).
 AB8928
 AB8928.The modeled gravity was interpolated from observed gravity values.
 AB8928
 AB8928;                    North         East    Units  Estimated Accuracy
 AB8928;SPC SD N     -    70,430.      713,760.      MT  (+/- 180 meters Scaled)
 AB8928
 AB8928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ341228(NAD 83)
 AB8928
 AB8928                          SUPERSEDED SURVEY CONTROL
 AB8928
 AB8928.No superseded survey control is available for this station.
 AB8928
 AB8928_MARKER: DB = BENCH MARK DISK
 AB8928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8928_STAMPING: 14-322.87 1985 1375.05
 AB8928_MARK LOGO: SDDT
 AB8928_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8928+STABILITY: SURFACE MOTION
 AB8928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8928+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AB8928
 AB8928  HISTORY     - Date     Condition        Report By
 AB8928  HISTORY     - 1985     MONUMENTED       SDDT
 AB8928  HISTORY     - 19941101 GOOD             NGS
 AB8928
 AB8928                          STATION DESCRIPTION
 AB8928
 AB8928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8928'34.9 KM (21.70 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8928'IN MILLER, 194.0 M (636.5 FT) WEST OF MILEPOST 323, 22.4 M (73.5 FT)
 AB8928'NORTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) WEST OF THE CENTER OF
 AB8928'A TRACK ROAD AND GATE, 0.5 M (1.6 FT) SOUTH OF A UTILITY POLE, 0.3 M
 AB8928'(1.0 FT) SOUTH OF A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AB8928'THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AB8928'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8927 ***********************************************************************
 AB8927  DESIGNATION -  14 323.88
 AB8927  PID         -  AB8927
 AB8927  STATE/COUNTY-  SD/BEADLE
 AB8927  COUNTRY     -  US
 AB8927  USGS QUAD   -  WESSINGTON NE (2017)
 AB8927
 AB8927                         *CURRENT SURVEY CONTROL
 AB8927  ______________________________________________________________________
 AB8927* NAD 83(1986) POSITION- 44 27 29.     (N) 098 33 00.     (W)   SCALED
 AB8927* NAVD 88 ORTHO HEIGHT -   413.030 (meters)     1355.08  (feet) ADJUSTED
 AB8927  ______________________________________________________________________
 AB8927  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 AB8927  DYNAMIC HEIGHT  -        412.956 (meters)     1354.84  (feet) COMP
 AB8927  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 AB8927
 AB8927  VERT ORDER      -  FIRST     CLASS II
 AB8927
 AB8927.The horizontal coordinates were scaled from a map and have
 AB8927.an estimated accuracy of +/- 6 seconds.
 AB8927
 AB8927.The orthometric height was determined by differential leveling and
 AB8927.adjusted by the NATIONAL GEODETIC SURVEY
 AB8927.in October 1997.
 AB8927
 AB8927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8927.GEOID18 height accuracy estimate available here.
 AB8927
 AB8927.Click photographs - Photos may exist for this station.
 AB8927
 AB8927.The dynamic height is computed by dividing the NAVD 88
 AB8927.geopotential number by the normal gravity value computed on the
 AB8927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8927.degrees latitude (g = 980.6199 gals.).
 AB8927
 AB8927.The modeled gravity was interpolated from observed gravity values.
 AB8927
 AB8927;                    North         East    Units  Estimated Accuracy
 AB8927;SPC SD N     -    70,450.      715,390.      MT  (+/- 180 meters Scaled)
 AB8927
 AB8927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ357228(NAD 83)
 AB8927
 AB8927                          SUPERSEDED SURVEY CONTROL
 AB8927
 AB8927.No superseded survey control is available for this station.
 AB8927
 AB8927_MARKER: DB = BENCH MARK DISK
 AB8927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8927_STAMPING: 14-323.88 1985 1354.12
 AB8927_MARK LOGO: SDDT
 AB8927_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8927+STABILITY: SURFACE MOTION
 AB8927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8927+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8927
 AB8927  HISTORY     - Date     Condition        Report By
 AB8927  HISTORY     - 1985     MONUMENTED       SDDT
 AB8927  HISTORY     - 19941102 GOOD             NGS
 AB8927
 AB8927                          STATION DESCRIPTION
 AB8927
 AB8927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8927'43.2 KM (26.85 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8927'STATE HIGHWAY 37 IN HURON, 163.7 M (537.1 FT) WEST OF MILEPOST 324,
 AB8927'22.5 M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) EAST
 AB8927'OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AB8927'M (1.0 FT) SOUTH OF A T-FENCE CORNER, 0.2 M (0.7 FT) NORTH OF A
 AB8927'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8926 ***********************************************************************
 AB8926  DESIGNATION -  14 324.88
 AB8926  PID         -  AB8926
 AB8926  STATE/COUNTY-  SD/BEADLE
 AB8926  COUNTRY     -  US
 AB8926  USGS QUAD   -  WESSINGTON NE (2017)
 AB8926
 AB8926                         *CURRENT SURVEY CONTROL
 AB8926  ______________________________________________________________________
 AB8926* NAD 83(1986) POSITION- 44 27 28.     (N) 098 31 47.     (W)   SCALED
 AB8926* NAVD 88 ORTHO HEIGHT -   413.445 (meters)     1356.44  (feet) ADJUSTED
 AB8926  ______________________________________________________________________
 AB8926  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 AB8926  DYNAMIC HEIGHT  -        413.372 (meters)     1356.20  (feet) COMP
 AB8926  MODELED GRAVITY -    980,429.4   (mgal)                       NAVD 88
 AB8926
 AB8926  VERT ORDER      -  FIRST     CLASS II
 AB8926
 AB8926.The horizontal coordinates were scaled from a map and have
 AB8926.an estimated accuracy of +/- 6 seconds.
 AB8926
 AB8926.The orthometric height was determined by differential leveling and
 AB8926.adjusted by the NATIONAL GEODETIC SURVEY
 AB8926.in October 1997.
 AB8926
 AB8926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8926.GEOID18 height accuracy estimate available here.
 AB8926
 AB8926.Click photographs - Photos may exist for this station.
 AB8926
 AB8926.The dynamic height is computed by dividing the NAVD 88
 AB8926.geopotential number by the normal gravity value computed on the
 AB8926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8926.degrees latitude (g = 980.6199 gals.).
 AB8926
 AB8926.The modeled gravity was interpolated from observed gravity values.
 AB8926
 AB8926;                    North         East    Units  Estimated Accuracy
 AB8926;SPC SD N     -    70,450.      717,010.      MT  (+/- 180 meters Scaled)
 AB8926
 AB8926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ374228(NAD 83)
 AB8926
 AB8926                          SUPERSEDED SURVEY CONTROL
 AB8926
 AB8926.No superseded survey control is available for this station.
 AB8926
 AB8926_MARKER: DB = BENCH MARK DISK
 AB8926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8926_STAMPING: 14-324.88 1985 1355.49
 AB8926_MARK LOGO: SDDT
 AB8926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8926+STABILITY: SURFACE MOTION
 AB8926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8926+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8926
 AB8926  HISTORY     - Date     Condition        Report By
 AB8926  HISTORY     - 1985     MONUMENTED       SDDT
 AB8926  HISTORY     - 19941102 GOOD             NGS
 AB8926
 AB8926                          STATION DESCRIPTION
 AB8926
 AB8926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8926'32.6 KM (20.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8926'STATE HIGHWAY 37 IN HURON, 152.0 M (498.7 FT) WEST OF MILEPOST 325,
 AB8926'22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) BELOW
 AB8926'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF THE SOUTH END OF A
 AB8926'FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AB8926'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8925 ***********************************************************************
 AB8925  DESIGNATION -  14 325.89
 AB8925  PID         -  AB8925
 AB8925  STATE/COUNTY-  SD/BEADLE
 AB8925  COUNTRY     -  US
 AB8925  USGS QUAD   -  WESSINGTON NE (2017)
 AB8925
 AB8925                         *CURRENT SURVEY CONTROL
 AB8925  ______________________________________________________________________
 AB8925* NAD 83(1986) POSITION- 44 27 29.     (N) 098 30 33.     (W)   SCALED
 AB8925* NAVD 88 ORTHO HEIGHT -   408.880 (meters)     1341.47  (feet) ADJUSTED
 AB8925  ______________________________________________________________________
 AB8925  GEOID HEIGHT    -        -24.909 (meters)                     GEOID18
 AB8925  DYNAMIC HEIGHT  -        408.809 (meters)     1341.23  (feet) COMP
 AB8925  MODELED GRAVITY -    980,431.3   (mgal)                       NAVD 88
 AB8925
 AB8925  VERT ORDER      -  FIRST     CLASS II
 AB8925
 AB8925.The horizontal coordinates were scaled from a map and have
 AB8925.an estimated accuracy of +/- 6 seconds.
 AB8925
 AB8925.The orthometric height was determined by differential leveling and
 AB8925.adjusted by the NATIONAL GEODETIC SURVEY
 AB8925.in October 1997.
 AB8925
 AB8925.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8925.GEOID18 height accuracy estimate available here.
 AB8925
 AB8925.Click photographs - Photos may exist for this station.
 AB8925
 AB8925.The dynamic height is computed by dividing the NAVD 88
 AB8925.geopotential number by the normal gravity value computed on the
 AB8925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8925.degrees latitude (g = 980.6199 gals.).
 AB8925
 AB8925.The modeled gravity was interpolated from observed gravity values.
 AB8925
 AB8925;                    North         East    Units  Estimated Accuracy
 AB8925;SPC SD N     -    70,510.      718,640.      MT  (+/- 180 meters Scaled)
 AB8925
 AB8925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ390228(NAD 83)
 AB8925
 AB8925                          SUPERSEDED SURVEY CONTROL
 AB8925
 AB8925.No superseded survey control is available for this station.
 AB8925
 AB8925_MARKER: DB = BENCH MARK DISK
 AB8925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8925_STAMPING: 14-325.89 1985 1340.49
 AB8925_MARK LOGO: SDDT
 AB8925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8925+STABILITY: SURFACE MOTION
 AB8925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8925+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8925
 AB8925  HISTORY     - Date     Condition        Report By
 AB8925  HISTORY     - 1985     MONUMENTED       SDDT
 AB8925  HISTORY     - 19941102 GOOD             NGS
 AB8925
 AB8925                          STATION DESCRIPTION
 AB8925
 AB8925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8925'30.9 KM (19.20 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8925'STATE HIGHWAY 37 IN HURON, 140.0 M (459.3 FT) WEST OF MILEPOST 326,
 AB8925'26.2 M (86.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 18.0 M (59.1
 AB8925'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AB8925'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, 0.2 M
 AB8925'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB8925'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8924 ***********************************************************************
 AB8924  DESIGNATION -  14 326.92
 AB8924  PID         -  AB8924
 AB8924  STATE/COUNTY-  SD/BEADLE
 AB8924  COUNTRY     -  US
 AB8924  USGS QUAD   -  WOLSEY (2017)
 AB8924
 AB8924                         *CURRENT SURVEY CONTROL
 AB8924  ______________________________________________________________________
 AB8924* NAD 83(1986) POSITION- 44 27 01.     (N) 098 29 58.     (W)   SCALED
 AB8924* NAVD 88 ORTHO HEIGHT -   410.480 (meters)     1346.72  (feet) ADJUSTED
 AB8924  ______________________________________________________________________
 AB8924  GEOID HEIGHT    -        -24.916 (meters)                     GEOID18
 AB8924  DYNAMIC HEIGHT  -        410.409 (meters)     1346.48  (feet) COMP
 AB8924  MODELED GRAVITY -    980,432.0   (mgal)                       NAVD 88
 AB8924
 AB8924  VERT ORDER      -  FIRST     CLASS II
 AB8924
 AB8924.The horizontal coordinates were scaled from a map and have
 AB8924.an estimated accuracy of +/- 6 seconds.
 AB8924
 AB8924.The orthometric height was determined by differential leveling and
 AB8924.adjusted by the NATIONAL GEODETIC SURVEY
 AB8924.in October 1997.
 AB8924
 AB8924.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8924.GEOID18 height accuracy estimate available here.
 AB8924
 AB8924.Click photographs - Photos may exist for this station.
 AB8924
 AB8924.The dynamic height is computed by dividing the NAVD 88
 AB8924.geopotential number by the normal gravity value computed on the
 AB8924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8924.degrees latitude (g = 980.6199 gals.).
 AB8924
 AB8924.The modeled gravity was interpolated from observed gravity values.
 AB8924
 AB8924;                    North         East    Units  Estimated Accuracy
 AB8924;SPC SD N     -    69,660.      719,430.      MT  (+/- 180 meters Scaled)
 AB8924
 AB8924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ398220(NAD 83)
 AB8924
 AB8924                          SUPERSEDED SURVEY CONTROL
 AB8924
 AB8924.No superseded survey control is available for this station.
 AB8924
 AB8924_MARKER: DB = BENCH MARK DISK
 AB8924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8924_STAMPING: 14-326.92 1981 1345.79
 AB8924_MARK LOGO: SDDT
 AB8924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8924+STABILITY: SURFACE MOTION
 AB8924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8924+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8924
 AB8924  HISTORY     - Date     Condition        Report By
 AB8924  HISTORY     - 1981     MONUMENTED       SDDT
 AB8924  HISTORY     - 19941102 GOOD             NGS
 AB8924
 AB8924                          STATION DESCRIPTION
 AB8924
 AB8924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8924'29.3 KM (18.20 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8924'STATE HIGHWAY 37 IN HURON, 128.0 M (419.9 FT) WEST OF MILEPOST 327,
 AB8924'22.5 M (73.8 FT) EAST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW
 AB8924'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 AB8924'FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 AB8924'PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8923 ***********************************************************************
 AB8923  DESIGNATION -  14 327.66
 AB8923  PID         -  AB8923
 AB8923  STATE/COUNTY-  SD/BEADLE
 AB8923  COUNTRY     -  US
 AB8923  USGS QUAD   -  WESSINGTON NE (2017)
 AB8923
 AB8923                         *CURRENT SURVEY CONTROL
 AB8923  ______________________________________________________________________
 AB8923* NAD 83(1986) POSITION- 44 26 21.     (N) 098 29 59.     (W)   SCALED
 AB8923* NAVD 88 ORTHO HEIGHT -   404.427 (meters)     1326.86  (feet) ADJUSTED
 AB8923  ______________________________________________________________________
 AB8923  GEOID HEIGHT    -        -24.935 (meters)                     GEOID18
 AB8923  DYNAMIC HEIGHT  -        404.356 (meters)     1326.62  (feet) COMP
 AB8923  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 AB8923
 AB8923  VERT ORDER      -  FIRST     CLASS II
 AB8923
 AB8923.The horizontal coordinates were scaled from a map and have
 AB8923.an estimated accuracy of +/- 6 seconds.
 AB8923
 AB8923.The orthometric height was determined by differential leveling and
 AB8923.adjusted by the NATIONAL GEODETIC SURVEY
 AB8923.in October 1997.
 AB8923
 AB8923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8923.GEOID18 height accuracy estimate available here.
 AB8923
 AB8923.Click photographs - Photos may exist for this station.
 AB8923
 AB8923.The dynamic height is computed by dividing the NAVD 88
 AB8923.geopotential number by the normal gravity value computed on the
 AB8923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8923.degrees latitude (g = 980.6199 gals.).
 AB8923
 AB8923.The modeled gravity was interpolated from observed gravity values.
 AB8923
 AB8923;                    North         East    Units  Estimated Accuracy
 AB8923;SPC SD N     -    68,430.      719,430.      MT  (+/- 180 meters Scaled)
 AB8923
 AB8923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ398207(NAD 83)
 AB8923
 AB8923                          SUPERSEDED SURVEY CONTROL
 AB8923
 AB8923.No superseded survey control is available for this station.
 AB8923
 AB8923_MARKER: Z = SEE DESCRIPTION
 AB8923_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB8923_STAMPING: 14-327.66 1981 1325.94
 AB8923_MARK LOGO: SDDT
 AB8923_PROJECTION: FLUSH
 AB8923_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB8923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8923+STABILITY: POSITION/ELEVATION WELL
 AB8923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8923+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8923_ROD/PIPE-DEPTH: 6.4 meters
 AB8923_SLEEVE-DEPTH  : 2.0 meters
 AB8923
 AB8923  HISTORY     - Date     Condition        Report By
 AB8923  HISTORY     - 1981     MONUMENTED       SDDT
 AB8923  HISTORY     - 19941102 GOOD             NGS
 AB8923
 AB8923                          STATION DESCRIPTION
 AB8923
 AB8923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8923'28.1 KM (17.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8923'STATE HIGHWAY 37 IN HURON, 541.0 M (1774.9 FT) WEST OF MILEPOST 328,
 AB8923'46.4 M (152.2 FT) WEST OF THE HIGHWAY CENTERLINE, 42.8 M (140.4 FT)
 AB8923'WEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER 327.69 SPANNING CAIN
 AB8923'CREEK, 22.8 M (74.8 FT) EAST OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA
 AB8923'AND EASTERN RAILROAD, 2.8 M (9.2 FT) EAST OF A FENCE CORNER, 2.0 M
 AB8923'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A
 AB8923'WITNESS POST, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.  NOTE--THE
 AB8923'DATUM POINT IS A PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AB8923'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH METAL COVER AND
 AB8923'THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8922 ***********************************************************************
 AB8922  DESIGNATION -  14 327.89
 AB8922  PID         -  AB8922
 AB8922  STATE/COUNTY-  SD/BEADLE
 AB8922  COUNTRY     -  US
 AB8922  USGS QUAD   -  WOLSEY (2017)
 AB8922
 AB8922                         *CURRENT SURVEY CONTROL
 AB8922  ______________________________________________________________________
 AB8922* NAD 83(1986) POSITION- 44 26 10.     (N) 098 29 51.     (W)   SCALED
 AB8922* NAVD 88 ORTHO HEIGHT -   407.987 (meters)     1338.54  (feet) ADJUSTED
 AB8922  ______________________________________________________________________
 AB8922  GEOID HEIGHT    -        -24.939 (meters)                     GEOID18
 AB8922  DYNAMIC HEIGHT  -        407.915 (meters)     1338.30  (feet) COMP
 AB8922  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 AB8922
 AB8922  VERT ORDER      -  FIRST     CLASS II
 AB8922
 AB8922.The horizontal coordinates were scaled from a map and have
 AB8922.an estimated accuracy of +/- 6 seconds.
 AB8922
 AB8922.The orthometric height was determined by differential leveling and
 AB8922.adjusted by the NATIONAL GEODETIC SURVEY
 AB8922.in October 1997.
 AB8922
 AB8922.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8922.GEOID18 height accuracy estimate available here.
 AB8922
 AB8922.Click photographs - Photos may exist for this station.
 AB8922
 AB8922.The dynamic height is computed by dividing the NAVD 88
 AB8922.geopotential number by the normal gravity value computed on the
 AB8922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8922.degrees latitude (g = 980.6199 gals.).
 AB8922
 AB8922.The modeled gravity was interpolated from observed gravity values.
 AB8922
 AB8922;                    North         East    Units  Estimated Accuracy
 AB8922;SPC SD N     -    68,090.      719,620.      MT  (+/- 180 meters Scaled)
 AB8922
 AB8922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ399204(NAD 83)
 AB8922
 AB8922                          SUPERSEDED SURVEY CONTROL
 AB8922
 AB8922.No superseded survey control is available for this station.
 AB8922
 AB8922_MARKER: DB = BENCH MARK DISK
 AB8922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8922_STAMPING: 14-327.89 1981 1337.63
 AB8922_MARK LOGO: SDDT
 AB8922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8922+STABILITY: SURFACE MOTION
 AB8922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8922+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8922
 AB8922  HISTORY     - Date     Condition        Report By
 AB8922  HISTORY     - 1981     MONUMENTED       SDDT
 AB8922  HISTORY     - 19941102 GOOD             NGS
 AB8922
 AB8922                          STATION DESCRIPTION
 AB8922
 AB8922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8922'27.8 KM (17.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8922'STATE HIGHWAY 37 IN HURON, 303.5 M (995.7 FT) SOUTH OF THE SOUTH END
 AB8922'OF BRIDGE NUMBER 327.69 SPANNING CAIN CREEK, 178.0 M (584.0 FT) WEST
 AB8922'OF MILEPOST 328, 22.4 M (73.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 AB8922'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AB8922'SOUTHWEST OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) NORTHEAST OF A
 AB8922'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8921 ***********************************************************************
 AB8921  DESIGNATION -  14 329.17
 AB8921  PID         -  AB8921
 AB8921  STATE/COUNTY-  SD/BEADLE
 AB8921  COUNTRY     -  US
 AB8921  USGS QUAD   -  WOLSEY (2017)
 AB8921
 AB8921                         *CURRENT SURVEY CONTROL
 AB8921  ______________________________________________________________________
 AB8921* NAD 83(1986) POSITION- 44 25 18.     (N) 098 28 56.     (W)   SCALED
 AB8921* NAVD 88 ORTHO HEIGHT -   410.464 (meters)     1346.66  (feet) ADJUSTED
 AB8921  ______________________________________________________________________
 AB8921  GEOID HEIGHT    -        -24.957 (meters)                     GEOID18
 AB8921  DYNAMIC HEIGHT  -        410.392 (meters)     1346.43  (feet) COMP
 AB8921  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 AB8921
 AB8921  VERT ORDER      -  FIRST     CLASS II
 AB8921
 AB8921.The horizontal coordinates were scaled from a map and have
 AB8921.an estimated accuracy of +/- 6 seconds.
 AB8921
 AB8921.The orthometric height was determined by differential leveling and
 AB8921.adjusted by the NATIONAL GEODETIC SURVEY
 AB8921.in October 1997.
 AB8921
 AB8921.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8921.GEOID18 height accuracy estimate available here.
 AB8921
 AB8921.Click photographs - Photos may exist for this station.
 AB8921
 AB8921.The dynamic height is computed by dividing the NAVD 88
 AB8921.geopotential number by the normal gravity value computed on the
 AB8921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8921.degrees latitude (g = 980.6199 gals.).
 AB8921
 AB8921.The modeled gravity was interpolated from observed gravity values.
 AB8921
 AB8921;                    North         East    Units  Estimated Accuracy
 AB8921;SPC SD N     -    66,510.      720,860.      MT  (+/- 180 meters Scaled)
 AB8921
 AB8921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ412188(NAD 83)
 AB8921
 AB8921                          SUPERSEDED SURVEY CONTROL
 AB8921
 AB8921.No superseded survey control is available for this station.
 AB8921
 AB8921_MARKER: DB = BENCH MARK DISK
 AB8921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8921_STAMPING: 14-329.17 1981 1345.80
 AB8921_MARK LOGO: SDDT
 AB8921_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8921+STABILITY: SURFACE MOTION
 AB8921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8921+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8921
 AB8921  HISTORY     - Date     Condition        Report By
 AB8921  HISTORY     - 1981     MONUMENTED       SDDT
 AB8921  HISTORY     - 19941102 GOOD             NGS
 AB8921
 AB8921                          STATION DESCRIPTION
 AB8921
 AB8921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8921'25.7 KM (15.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8921'STATE HIGHWAY 37 IN HURON, 280.0 M (918.6 FT) SOUTHEAST OF MILEPOST
 AB8921'329, 22.6 M (74.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.7 M (5.6
 AB8921'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A
 AB8921'WITNESS POST AND FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST,
 AB8921'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8911 ***********************************************************************
 AB8911  DESIGNATION -  14 339.01
 AB8911  PID         -  AB8911
 AB8911  STATE/COUNTY-  SD/BEADLE
 AB8911  COUNTRY     -  US
 AB8911  USGS QUAD   -  WOLSEY SE (2017)
 AB8911
 AB8911                         *CURRENT SURVEY CONTROL
 AB8911  ______________________________________________________________________
 AB8911* NAD 83(1986) POSITION- 44 22 16.     (N) 098 20 49.     (W)   SCALED
 AB8911* NAVD 88 ORTHO HEIGHT -   398.674 (meters)     1307.98  (feet) ADJUSTED
 AB8911  ______________________________________________________________________
 AB8911  GEOID HEIGHT    -        -25.023 (meters)                     GEOID18
 AB8911  DYNAMIC HEIGHT  -        398.605 (meters)     1307.76  (feet) COMP
 AB8911  MODELED GRAVITY -    980,434.4   (mgal)                       NAVD 88
 AB8911
 AB8911  VERT ORDER      -  FIRST     CLASS II
 AB8911
 AB8911.The horizontal coordinates were scaled from a map and have
 AB8911.an estimated accuracy of +/- 6 seconds.
 AB8911
 AB8911.The orthometric height was determined by differential leveling and
 AB8911.adjusted by the NATIONAL GEODETIC SURVEY
 AB8911.in October 1997.
 AB8911
 AB8911.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8911.GEOID18 height accuracy estimate available here.
 AB8911
 AB8911.Click photographs - Photos may exist for this station.
 AB8911
 AB8911.The dynamic height is computed by dividing the NAVD 88
 AB8911.geopotential number by the normal gravity value computed on the
 AB8911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8911.degrees latitude (g = 980.6199 gals.).
 AB8911
 AB8911.The modeled gravity was interpolated from observed gravity values.
 AB8911
 AB8911;                    North         East    Units  Estimated Accuracy
 AB8911;SPC SD N     -    61,110.      731,750.      MT  (+/- 180 meters Scaled)
 AB8911
 AB8911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ520133(NAD 83)
 AB8911
 AB8911                          SUPERSEDED SURVEY CONTROL
 AB8911
 AB8911.No superseded survey control is available for this station.
 AB8911
 AB8911_MARKER: DB = BENCH MARK DISK
 AB8911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8911_STAMPING: 14 339.01 1985 1307.16
 AB8911_MARK LOGO: SDDT
 AB8911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8911+STABILITY: SURFACE MOTION
 AB8911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8911+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8911
 AB8911  HISTORY     - Date     Condition        Report By
 AB8911  HISTORY     - 1985     MONUMENTED       SDDT
 AB8911  HISTORY     - 19941031 GOOD             NGS
 AB8911
 AB8911                          STATION DESCRIPTION
 AB8911
 AB8911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8911'10.7 KM (6.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8911'STATE HIGHWAY 37 IN HURON, 49.0 M (160.8 FT) NORTHEAST OF MILEPOST
 AB8911'339, 21.2 M (69.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.4 M (37.4
 AB8911'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 6.0 M (19.7 FT)
 AB8911'EAST OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8911'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, 0.1 M (0.3 FT) NORTH
 AB8911'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8910 ***********************************************************************
 AB8910  DESIGNATION -  14 340.05
 AB8910  PID         -  AB8910
 AB8910  STATE/COUNTY-  SD/BEADLE
 AB8910  COUNTRY     -  US
 AB8910  USGS QUAD   -  WOLSEY SE (2017)
 AB8910
 AB8910                         *CURRENT SURVEY CONTROL
 AB8910  ______________________________________________________________________
 AB8910* NAD 83(1986) POSITION- 44 22 15.     (N) 098 19 32.     (W)   SCALED
 AB8910* NAVD 88 ORTHO HEIGHT -   401.644 (meters)     1317.73  (feet) ADJUSTED
 AB8910  ______________________________________________________________________
 AB8910  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 AB8910  DYNAMIC HEIGHT  -        401.575 (meters)     1317.50  (feet) COMP
 AB8910  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 AB8910
 AB8910  VERT ORDER      -  FIRST     CLASS II
 AB8910
 AB8910.The horizontal coordinates were scaled from a map and have
 AB8910.an estimated accuracy of +/- 6 seconds.
 AB8910
 AB8910.The orthometric height was determined by differential leveling and
 AB8910.adjusted by the NATIONAL GEODETIC SURVEY
 AB8910.in October 1997.
 AB8910
 AB8910.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8910.GEOID18 height accuracy estimate available here.
 AB8910
 AB8910.Click photographs - Photos may exist for this station.
 AB8910
 AB8910.The dynamic height is computed by dividing the NAVD 88
 AB8910.geopotential number by the normal gravity value computed on the
 AB8910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8910.degrees latitude (g = 980.6199 gals.).
 AB8910
 AB8910.The modeled gravity was interpolated from observed gravity values.
 AB8910
 AB8910;                    North         East    Units  Estimated Accuracy
 AB8910;SPC SD N     -    61,110.      733,450.      MT  (+/- 180 meters Scaled)
 AB8910
 AB8910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ537132(NAD 83)
 AB8910
 AB8910                          SUPERSEDED SURVEY CONTROL
 AB8910
 AB8910.No superseded survey control is available for this station.
 AB8910
 AB8910_MARKER: DB = BENCH MARK DISK
 AB8910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8910_STAMPING: 14 340.05 1985 1316.93
 AB8910_MARK LOGO: SDDT
 AB8910_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8910+STABILITY: SURFACE MOTION
 AB8910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8910+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8910
 AB8910  HISTORY     - Date     Condition        Report By
 AB8910  HISTORY     - 1985     MONUMENTED       SDDT
 AB8910  HISTORY     - 19941031 GOOD             NGS
 AB8910
 AB8910                          STATION DESCRIPTION
 AB8910
 AB8910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8910'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8910'STATE HIGHWAY 37 IN HURON, 95.0 M (311.7 FT) EAST OF MILEPOST 340,
 AB8910'61.0 M (200.1 FT) EAST OF THE CENTER OF A HIGH LINE CROSSING, 20.4 M
 AB8910'(66.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE
 AB8910'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AB8910'FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AB8910'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8909 ***********************************************************************
 AB8909  DESIGNATION -  14 341.03
 AB8909  PID         -  AB8909
 AB8909  STATE/COUNTY-  SD/BEADLE
 AB8909  COUNTRY     -  US
 AB8909  USGS QUAD   -  WOLSEY SE (2017)
 AB8909
 AB8909                         *CURRENT SURVEY CONTROL
 AB8909  ______________________________________________________________________
 AB8909* NAD 83(1986) POSITION- 44 22 16.     (N) 098 18 22.     (W)   SCALED
 AB8909* NAVD 88 ORTHO HEIGHT -   396.124 (meters)     1299.62  (feet) ADJUSTED
 AB8909  ______________________________________________________________________
 AB8909  GEOID HEIGHT    -        -25.020 (meters)                     GEOID18
 AB8909  DYNAMIC HEIGHT  -        396.057 (meters)     1299.40  (feet) COMP
 AB8909  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 AB8909
 AB8909  VERT ORDER      -  FIRST     CLASS II
 AB8909
 AB8909.The horizontal coordinates were scaled from a map and have
 AB8909.an estimated accuracy of +/- 6 seconds.
 AB8909
 AB8909.The orthometric height was determined by differential leveling and
 AB8909.adjusted by the NATIONAL GEODETIC SURVEY
 AB8909.in October 1997.
 AB8909
 AB8909.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8909.GEOID18 height accuracy estimate available here.
 AB8909
 AB8909.Click photographs - Photos may exist for this station.
 AB8909
 AB8909.The dynamic height is computed by dividing the NAVD 88
 AB8909.geopotential number by the normal gravity value computed on the
 AB8909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8909.degrees latitude (g = 980.6199 gals.).
 AB8909
 AB8909.The modeled gravity was interpolated from observed gravity values.
 AB8909
 AB8909;                    North         East    Units  Estimated Accuracy
 AB8909;SPC SD N     -    61,170.      735,000.      MT  (+/- 180 meters Scaled)
 AB8909
 AB8909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ552133(NAD 83)
 AB8909
 AB8909                          SUPERSEDED SURVEY CONTROL
 AB8909
 AB8909.No superseded survey control is available for this station.
 AB8909
 AB8909_MARKER: DB = BENCH MARK DISK
 AB8909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8909_STAMPING: 14 341.03 1985 1298.80
 AB8909_MARK LOGO: SDDT
 AB8909_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8909+STABILITY: SURFACE MOTION
 AB8909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8909+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8909
 AB8909  HISTORY     - Date     Condition        Report By
 AB8909  HISTORY     - 1985     MONUMENTED       SDDT
 AB8909  HISTORY     - 19941031 GOOD             NGS
 AB8909
 AB8909                          STATION DESCRIPTION
 AB8909
 AB8909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8909'7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8909'STATE HIGHWAY 37 IN HURON, 65.7 M (215.6 FT) EAST OF MILEPOST 341,
 AB8909'19.4 M (63.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) WEST
 AB8909'OF A T-FENCE CORNER, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8909'0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 AB8909'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8908 ***********************************************************************
 AB8908  DESIGNATION -  14 342.05
 AB8908  PID         -  AB8908
 AB8908  STATE/COUNTY-  SD/BEADLE
 AB8908  COUNTRY     -  US
 AB8908  USGS QUAD   -  WOLSEY SE (2017)
 AB8908
 AB8908                         *CURRENT SURVEY CONTROL
 AB8908  ______________________________________________________________________
 AB8908* NAD 83(1986) POSITION- 44 22 15.     (N) 098 17 07.     (W)   SCALED
 AB8908* NAVD 88 ORTHO HEIGHT -   396.202 (meters)     1299.87  (feet) ADJUSTED
 AB8908  ______________________________________________________________________
 AB8908  GEOID HEIGHT    -        -25.020 (meters)                     GEOID18
 AB8908  DYNAMIC HEIGHT  -        396.135 (meters)     1299.65  (feet) COMP
 AB8908  MODELED GRAVITY -    980,438.4   (mgal)                       NAVD 88
 AB8908
 AB8908  VERT ORDER      -  FIRST     CLASS II
 AB8908
 AB8908.The horizontal coordinates were scaled from a map and have
 AB8908.an estimated accuracy of +/- 6 seconds.
 AB8908
 AB8908.The orthometric height was determined by differential leveling and
 AB8908.adjusted by the NATIONAL GEODETIC SURVEY
 AB8908.in October 1997.
 AB8908
 AB8908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8908.GEOID18 height accuracy estimate available here.
 AB8908
 AB8908.Click photographs - Photos may exist for this station.
 AB8908
 AB8908.The dynamic height is computed by dividing the NAVD 88
 AB8908.geopotential number by the normal gravity value computed on the
 AB8908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8908.degrees latitude (g = 980.6199 gals.).
 AB8908
 AB8908.The modeled gravity was interpolated from observed gravity values.
 AB8908
 AB8908;                    North         East    Units  Estimated Accuracy
 AB8908;SPC SD N     -    61,180.      736,660.      MT  (+/- 180 meters Scaled)
 AB8908
 AB8908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ569133(NAD 83)
 AB8908
 AB8908                          SUPERSEDED SURVEY CONTROL
 AB8908
 AB8908.No superseded survey control is available for this station.
 AB8908
 AB8908_MARKER: DB = BENCH MARK DISK
 AB8908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8908_STAMPING: 14 342.05 1985 1299.07
 AB8908_MARK LOGO: SDDT
 AB8908_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8908+STABILITY: SURFACE MOTION
 AB8908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8908+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8908
 AB8908  HISTORY     - Date     Condition        Report By
 AB8908  HISTORY     - 1985     MONUMENTED       SDDT
 AB8908  HISTORY     - 19941031 GOOD             NGS
 AB8908
 AB8908                          STATION DESCRIPTION
 AB8908
 AB8908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8908'5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION
 AB8908'STATE HIGHWAY 37 IN HURON, 111.0 M (364.2 FT) EAST OF MILEPOST 342,
 AB8908'20.6 M (67.6 FT) EAST OF THE CENTER OF A DRIVEWAY, 19.0 M (62.3 FT)
 AB8908'NORTH OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) EAST OF THE WEST END
 AB8908'OF A FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 AB8908'FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST
 AB8908'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8905 ***********************************************************************
 AB8905  DESIGNATION -  14 344.70
 AB8905  PID         -  AB8905
 AB8905  STATE/COUNTY-  SD/BEADLE
 AB8905  COUNTRY     -  US
 AB8905  USGS QUAD   -  HURON (2017)
 AB8905
 AB8905                         *CURRENT SURVEY CONTROL
 AB8905  ______________________________________________________________________
 AB8905* NAD 83(1986) POSITION- 44 22 17.     (N) 098 14 01.     (W)   SCALED
 AB8905* NAVD 88 ORTHO HEIGHT -   392.115 (meters)     1286.46  (feet) ADJUSTED
 AB8905  ______________________________________________________________________
 AB8905  GEOID HEIGHT    -        -25.018 (meters)                     GEOID18
 AB8905  DYNAMIC HEIGHT  -        392.050 (meters)     1286.25  (feet) COMP
 AB8905  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 AB8905
 AB8905  VERT ORDER      -  FIRST     CLASS II
 AB8905
 AB8905.The horizontal coordinates were scaled from a map and have
 AB8905.an estimated accuracy of +/- 6 seconds.
 AB8905
 AB8905.The orthometric height was determined by differential leveling and
 AB8905.adjusted by the NATIONAL GEODETIC SURVEY
 AB8905.in October 1997.
 AB8905
 AB8905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8905.GEOID18 height accuracy estimate available here.
 AB8905
 AB8905.Click photographs - Photos may exist for this station.
 AB8905
 AB8905.The dynamic height is computed by dividing the NAVD 88
 AB8905.geopotential number by the normal gravity value computed on the
 AB8905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8905.degrees latitude (g = 980.6199 gals.).
 AB8905
 AB8905.The modeled gravity was interpolated from observed gravity values.
 AB8905
 AB8905;                    North         East    Units  Estimated Accuracy
 AB8905;SPC SD N     -    61,330.      740,780.      MT  (+/- 180 meters Scaled)
 AB8905
 AB8905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ610134(NAD 83)
 AB8905
 AB8905                          SUPERSEDED SURVEY CONTROL
 AB8905
 AB8905.No superseded survey control is available for this station.
 AB8905
 AB8905_MARKER: DD = SURVEY DISK
 AB8905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8905_STAMPING: 14 344.70
 AB8905_MARK LOGO: SDDT
 AB8905_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8905+STABILITY: SURFACE MOTION
 AB8905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8905+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8905
 AB8905  HISTORY     - Date     Condition        Report By
 AB8905  HISTORY     - UNK      MONUMENTED       SDDT
 AB8905  HISTORY     - 19941031 GOOD             NGS
 AB8905
 AB8905                          STATION DESCRIPTION
 AB8905
 AB8905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8905'1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8905'STATE HIGHWAY 37 IN HURON, 63.1 M (207.0 FT) EAST OF THE CENTER OF A
 AB8905'PAVED ROAD, 17.5 M (57.4 FT) SOUTHWEST OF AND LEVEL WITH THE
 AB8905'CENTERLINE OF A SERVICE ROAD, 16.7 M (54.8 FT) NORTH OF THE CENTERLINE
 AB8905'OF THE WESTBOUND LANES OF THE HIGHWAY, 10.3 M (33.8 FT) SOUTH OF A
 AB8905'UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AB8905'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8898 ***********************************************************************
 AB8898  DESIGNATION -  14 348.23
 AB8898  PID         -  AB8898
 AB8898  STATE/COUNTY-  SD/BEADLE
 AB8898  COUNTRY     -  US
 AB8898  USGS QUAD   -  HURON (2017)
 AB8898
 AB8898                         *CURRENT SURVEY CONTROL
 AB8898  ______________________________________________________________________
 AB8898* NAD 83(1986) POSITION- 44 22 15.     (N) 098 09 45.     (W)   SCALED
 AB8898* NAVD 88 ORTHO HEIGHT -   394.862 (meters)     1295.48  (feet) ADJUSTED
 AB8898  ______________________________________________________________________
 AB8898  GEOID HEIGHT    -        -25.023 (meters)                     GEOID18
 AB8898  DYNAMIC HEIGHT  -        394.797 (meters)     1295.26  (feet) COMP
 AB8898  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 AB8898
 AB8898  VERT ORDER      -  FIRST     CLASS II
 AB8898
 AB8898.The horizontal coordinates were scaled from a map and have
 AB8898.an estimated accuracy of +/- 6 seconds.
 AB8898
 AB8898.The orthometric height was determined by differential leveling and
 AB8898.adjusted by the NATIONAL GEODETIC SURVEY
 AB8898.in October 1997.
 AB8898
 AB8898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8898.GEOID18 height accuracy estimate available here.
 AB8898
 AB8898.Click photographs - Photos may exist for this station.
 AB8898
 AB8898.The dynamic height is computed by dividing the NAVD 88
 AB8898.geopotential number by the normal gravity value computed on the
 AB8898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8898.degrees latitude (g = 980.6199 gals.).
 AB8898
 AB8898.The modeled gravity was interpolated from observed gravity values.
 AB8898
 AB8898;                    North         East    Units  Estimated Accuracy
 AB8898;SPC SD N     -    61,390.      746,450.      MT  (+/- 180 meters Scaled)
 AB8898
 AB8898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ667134(NAD 83)
 AB8898
 AB8898                          SUPERSEDED SURVEY CONTROL
 AB8898
 AB8898.No superseded survey control is available for this station.
 AB8898
 AB8898_MARKER: DB = BENCH MARK DISK
 AB8898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8898_STAMPING: 14-348.23 1981 1294.73
 AB8898_MARK LOGO: SDDT
 AB8898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8898+STABILITY: SURFACE MOTION
 AB8898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8898+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1994
 AB8898
 AB8898  HISTORY     - Date     Condition        Report By
 AB8898  HISTORY     - 1981     MONUMENTED       SDDT
 AB8898  HISTORY     - 19941019 GOOD             NGS
 AB8898
 AB8898                          STATION DESCRIPTION
 AB8898
 AB8898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8898'4.1 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8898'STATE HIGHWAY 37 IN HURON, 377.0 M (1236.9 FT) EAST OF MILEPOST 348,
 AB8898'38.8 M (127.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AB8898'THE HIGHWAY, 31.4 M (103.0 FT) WEST OF A FENCE CORNER, 13.5 M (44.3
 AB8898'FT) NORTH OF THE CENTER OF AN ACCESS ROAD, 0.5 M (1.6 FT) BELOW THE
 AB8898'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AB8898'FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AB8898'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8897 ***********************************************************************
 AB8897  DESIGNATION -  14 349.16
 AB8897  PID         -  AB8897
 AB8897  STATE/COUNTY-  SD/BEADLE
 AB8897  COUNTRY     -  US
 AB8897  USGS QUAD   -  HURON (2017)
 AB8897
 AB8897                         *CURRENT SURVEY CONTROL
 AB8897  ______________________________________________________________________
 AB8897* NAD 83(1986) POSITION- 44 22 15.     (N) 098 08 40.     (W)   SCALED
 AB8897* NAVD 88 ORTHO HEIGHT -   397.080 (meters)     1302.75  (feet) ADJUSTED
 AB8897  ______________________________________________________________________
 AB8897  GEOID HEIGHT    -        -25.024 (meters)                     GEOID18
 AB8897  DYNAMIC HEIGHT  -        397.014 (meters)     1302.54  (feet) COMP
 AB8897  MODELED GRAVITY -    980,440.2   (mgal)                       NAVD 88
 AB8897
 AB8897  VERT ORDER      -  FIRST     CLASS II
 AB8897
 AB8897.The horizontal coordinates were scaled from a map and have
 AB8897.an estimated accuracy of +/- 6 seconds.
 AB8897
 AB8897.The orthometric height was determined by differential leveling and
 AB8897.adjusted by the NATIONAL GEODETIC SURVEY
 AB8897.in October 1997.
 AB8897
 AB8897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8897.GEOID18 height accuracy estimate available here.
 AB8897
 AB8897.Click photographs - Photos may exist for this station.
 AB8897
 AB8897.The dynamic height is computed by dividing the NAVD 88
 AB8897.geopotential number by the normal gravity value computed on the
 AB8897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8897.degrees latitude (g = 980.6199 gals.).
 AB8897
 AB8897.The modeled gravity was interpolated from observed gravity values.
 AB8897
 AB8897;                    North         East    Units  Estimated Accuracy
 AB8897;SPC SD N     -    61,420.      747,890.      MT  (+/- 180 meters Scaled)
 AB8897
 AB8897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ681134(NAD 83)
 AB8897
 AB8897                          SUPERSEDED SURVEY CONTROL
 AB8897
 AB8897.No superseded survey control is available for this station.
 AB8897
 AB8897_MARKER: DB = BENCH MARK DISK
 AB8897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8897_STAMPING: 14-349.16 1981 1302.01
 AB8897_MARK LOGO: SDDT
 AB8897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8897+STABILITY: SURFACE MOTION
 AB8897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8897+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1994
 AB8897
 AB8897  HISTORY     - Date     Condition        Report By
 AB8897  HISTORY     - 1981     MONUMENTED       SDDT
 AB8897  HISTORY     - 19941019 GOOD             NGS
 AB8897
 AB8897                          STATION DESCRIPTION
 AB8897
 AB8897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8897'5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8897'STATE HIGHWAY 37 IN HURON, 278.0 M (912.1 FT) EAST OF MILEPOST 349,
 AB8897'27.0 M (88.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AB8897'HIGHWAY, 7.3 M (24.0 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY, 5.6 M
 AB8897'(18.4 FT) NORTH OF THE CENTER OF AN ACCESS ROAD, 0.4 M (1.3 FT) SOUTH
 AB8897'OF A WITNESS POST AND A RIGHT-OF-WAY POST, 0.2 M (0.7 FT) NORTH OF A
 AB8897'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8896 ***********************************************************************
 AB8896  DESIGNATION -  14 350.27
 AB8896  PID         -  AB8896
 AB8896  STATE/COUNTY-  SD/BEADLE
 AB8896  COUNTRY     -  US
 AB8896  USGS QUAD   -  CAVOUR (2017)
 AB8896
 AB8896                         *CURRENT SURVEY CONTROL
 AB8896  ______________________________________________________________________
 AB8896* NAD 83(1986) POSITION- 44 22 14.     (N) 098 07 18.     (W)   SCALED
 AB8896* NAVD 88 ORTHO HEIGHT -   395.707 (meters)     1298.25  (feet) ADJUSTED
 AB8896  ______________________________________________________________________
 AB8896  GEOID HEIGHT    -        -25.026 (meters)                     GEOID18
 AB8896  DYNAMIC HEIGHT  -        395.641 (meters)     1298.03  (feet) COMP
 AB8896  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 AB8896
 AB8896  VERT ORDER      -  FIRST     CLASS II
 AB8896
 AB8896.The horizontal coordinates were scaled from a map and have
 AB8896.an estimated accuracy of +/- 6 seconds.
 AB8896
 AB8896.The orthometric height was determined by differential leveling and
 AB8896.adjusted by the NATIONAL GEODETIC SURVEY
 AB8896.in October 1997.
 AB8896
 AB8896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8896.GEOID18 height accuracy estimate available here.
 AB8896
 AB8896.Click photographs - Photos may exist for this station.
 AB8896
 AB8896.The dynamic height is computed by dividing the NAVD 88
 AB8896.geopotential number by the normal gravity value computed on the
 AB8896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8896.degrees latitude (g = 980.6199 gals.).
 AB8896
 AB8896.The modeled gravity was interpolated from observed gravity values.
 AB8896
 AB8896;                    North         East    Units  Estimated Accuracy
 AB8896;SPC SD N     -    61,430.      749,700.      MT  (+/- 180 meters Scaled)
 AB8896
 AB8896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ699134(NAD 83)
 AB8896
 AB8896                          SUPERSEDED SURVEY CONTROL
 AB8896
 AB8896.No superseded survey control is available for this station.
 AB8896
 AB8896_MARKER: DB = BENCH MARK DISK
 AB8896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8896_STAMPING: 14-350.27 1981 1297.48
 AB8896_MARK LOGO: SDDT
 AB8896_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8896+STABILITY: SURFACE MOTION
 AB8896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8896+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1994
 AB8896
 AB8896  HISTORY     - Date     Condition        Report By
 AB8896  HISTORY     - 1981     MONUMENTED       SDDT
 AB8896  HISTORY     - 19941019 GOOD             NGS
 AB8896
 AB8896                          STATION DESCRIPTION
 AB8896
 AB8896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8896'7.4 KM (4.60 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8896'STATE HIGHWAY 37 IN HURON, 475.0 M (1558.4 FT) EAST OF MILEPOST 350,
 AB8896'51.1 M (167.7 FT) WEST OF A FENCE CORNER AND A UTILITY POLE WITH A
 AB8896'TRANSFORMER AND A GUY CABLE ATTACHED, 27.3 M (89.6 FT) NORTH OF THE
 AB8896'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH
 AB8896'OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AB8896'HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AB8896'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8895 ***********************************************************************
 AB8895  DESIGNATION -  14 351.16
 AB8895  PID         -  AB8895
 AB8895  STATE/COUNTY-  SD/BEADLE
 AB8895  COUNTRY     -  US
 AB8895  USGS QUAD   -  CAVOUR (2017)
 AB8895
 AB8895                         *CURRENT SURVEY CONTROL
 AB8895  ______________________________________________________________________
 AB8895* NAD 83(1986) POSITION- 44 22 14.     (N) 098 06 14.     (W)   SCALED
 AB8895* NAVD 88 ORTHO HEIGHT -   394.511 (meters)     1294.32  (feet) ADJUSTED
 AB8895  ______________________________________________________________________
 AB8895  GEOID HEIGHT    -        -25.027 (meters)                     GEOID18
 AB8895  DYNAMIC HEIGHT  -        394.445 (meters)     1294.11  (feet) COMP
 AB8895  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 AB8895
 AB8895  VERT ORDER      -  FIRST     CLASS II
 AB8895
 AB8895.The horizontal coordinates were scaled from a map and have
 AB8895.an estimated accuracy of +/- 6 seconds.
 AB8895
 AB8895.The orthometric height was determined by differential leveling and
 AB8895.adjusted by the NATIONAL GEODETIC SURVEY
 AB8895.in October 1997.
 AB8895
 AB8895.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8895.GEOID18 height accuracy estimate available here.
 AB8895
 AB8895.Click photographs - Photos may exist for this station.
 AB8895
 AB8895.The dynamic height is computed by dividing the NAVD 88
 AB8895.geopotential number by the normal gravity value computed on the
 AB8895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8895.degrees latitude (g = 980.6199 gals.).
 AB8895
 AB8895.The modeled gravity was interpolated from observed gravity values.
 AB8895
 AB8895;                    North         East    Units  Estimated Accuracy
 AB8895;SPC SD N     -    61,470.      751,120.      MT  (+/- 180 meters Scaled)
 AB8895
 AB8895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ713134(NAD 83)
 AB8895
 AB8895                          SUPERSEDED SURVEY CONTROL
 AB8895
 AB8895.No superseded survey control is available for this station.
 AB8895
 AB8895_MARKER: DB = BENCH MARK DISK
 AB8895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8895_STAMPING: 14-351.16 1981 1293.54
 AB8895_MARK LOGO: SDDT
 AB8895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8895+STABILITY: SURFACE MOTION
 AB8895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8895+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1994
 AB8895
 AB8895  HISTORY     - Date     Condition        Report By
 AB8895  HISTORY     - 1981     MONUMENTED       SDDT
 AB8895  HISTORY     - 19941017 GOOD             NGS
 AB8895
 AB8895                          STATION DESCRIPTION
 AB8895
 AB8895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8895'8.8 KM (5.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8895'STATE HIGHWAY 37 IN HURON, 297.0 M (974.4 FT) EAST OF MILEPOST 351,
 AB8895'27.2 M (89.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT)
 AB8895'EAST OF THE CENTER OF A DRIVEWAY, 4.7 M (15.4 FT) EAST OF AN
 AB8895'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AB8895'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7
 AB8895'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8895'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8882 ***********************************************************************
 AB8882  DESIGNATION -  14 364.01
 AB8882  PID         -  AB8882
 AB8882  STATE/COUNTY-  SD/KINGSBURY
 AB8882  COUNTRY     -  US
 AB8882  USGS QUAD   -  IROQUOIS (2017)
 AB8882
 AB8882                         *CURRENT SURVEY CONTROL
 AB8882  ______________________________________________________________________
 AB8882* NAD 83(1986) POSITION- 44 22 12.     (N) 097 50 37.     (W)   SCALED
 AB8882* NAVD 88 ORTHO HEIGHT -   424.291 (meters)     1392.03  (feet) ADJUSTED
 AB8882  ______________________________________________________________________
 AB8882  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 AB8882  DYNAMIC HEIGHT  -        424.217 (meters)     1391.79  (feet) COMP
 AB8882  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 AB8882
 AB8882  VERT ORDER      -  FIRST     CLASS II
 AB8882
 AB8882.The horizontal coordinates were scaled from a map and have
 AB8882.an estimated accuracy of +/- 6 seconds.
 AB8882
 AB8882.The orthometric height was determined by differential leveling and
 AB8882.adjusted by the NATIONAL GEODETIC SURVEY
 AB8882.in October 1997.
 AB8882
 AB8882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8882.GEOID18 height accuracy estimate available here.
 AB8882
 AB8882.Click photographs - Photos may exist for this station.
 AB8882
 AB8882.The dynamic height is computed by dividing the NAVD 88
 AB8882.geopotential number by the normal gravity value computed on the
 AB8882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8882.degrees latitude (g = 980.6199 gals.).
 AB8882
 AB8882.The modeled gravity was interpolated from observed gravity values.
 AB8882
 AB8882;                    North         East    Units  Estimated Accuracy
 AB8882;SPC SD N     -    61,930.      771,860.      MT  (+/- 180 meters Scaled)
 AB8882
 AB8882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ921136(NAD 83)
 AB8882
 AB8882                          SUPERSEDED SURVEY CONTROL
 AB8882
 AB8882.No superseded survey control is available for this station.
 AB8882
 AB8882_MARKER: DB = BENCH MARK DISK
 AB8882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8882_STAMPING: 14-364.01 1993 1391.16
 AB8882_MARK LOGO: SDDT
 AB8882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8882+STABILITY: SURFACE MOTION
 AB8882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8882+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 AB8882
 AB8882  HISTORY     - Date     Condition        Report By
 AB8882  HISTORY     - 1993     MONUMENTED       SDDT
 AB8882  HISTORY     - 19941004 GOOD             NGS
 AB8882
 AB8882                          STATION DESCRIPTION
 AB8882
 AB8882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8882'23.4 KM (14.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8882'STATE HIGHWAY 25 IN DE SMET, 44.6 M (146.3 FT) NORTHEAST OF MILEPOST
 AB8882'364, 28.4 M (93.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 AB8882'NORTHWEST OF A UTILITY POLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AB8882'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 AB8882'WITNESS POST, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AB8882'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8880 ***********************************************************************
 AB8880  DESIGNATION -  14 365.02
 AB8880  PID         -  AB8880
 AB8880  STATE/COUNTY-  SD/KINGSBURY
 AB8880  COUNTRY     -  US
 AB8880  USGS QUAD   -  IROQUOIS (2017)
 AB8880
 AB8880                         *CURRENT SURVEY CONTROL
 AB8880  ______________________________________________________________________
 AB8880* NAD 83(1986) POSITION- 44 22 05.     (N) 097 49 24.     (W)   SCALED
 AB8880* NAVD 88 ORTHO HEIGHT -   436.304 (meters)     1431.44  (feet) ADJUSTED
 AB8880  ______________________________________________________________________
 AB8880  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 AB8880  DYNAMIC HEIGHT  -        436.227 (meters)     1431.19  (feet) COMP
 AB8880  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 AB8880
 AB8880  VERT ORDER      -  FIRST     CLASS II
 AB8880
 AB8880.The horizontal coordinates were scaled from a map and have
 AB8880.an estimated accuracy of +/- 6 seconds.
 AB8880
 AB8880.The orthometric height was determined by differential leveling and
 AB8880.adjusted by the NATIONAL GEODETIC SURVEY
 AB8880.in October 1997.
 AB8880
 AB8880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8880.GEOID18 height accuracy estimate available here.
 AB8880
 AB8880.Click photographs - Photos may exist for this station.
 AB8880
 AB8880.The dynamic height is computed by dividing the NAVD 88
 AB8880.geopotential number by the normal gravity value computed on the
 AB8880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8880.degrees latitude (g = 980.6199 gals.).
 AB8880
 AB8880.The modeled gravity was interpolated from observed gravity values.
 AB8880
 AB8880;                    North         East    Units  Estimated Accuracy
 AB8880;SPC SD N     -    61,750.      773,480.      MT  (+/- 180 meters Scaled)
 AB8880
 AB8880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ937134(NAD 83)
 AB8880
 AB8880                          SUPERSEDED SURVEY CONTROL
 AB8880
 AB8880.No superseded survey control is available for this station.
 AB8880
 AB8880_MARKER: DB = BENCH MARK DISK
 AB8880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8880_STAMPING: 14-365.02 1993 1430.59
 AB8880_MARK LOGO: SDDT
 AB8880_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8880+STABILITY: SURFACE MOTION
 AB8880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8880+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8880
 AB8880  HISTORY     - Date     Condition        Report By
 AB8880  HISTORY     - 1993     MONUMENTED       SDDT
 AB8880  HISTORY     - 19940923 GOOD             NGS
 AB8880
 AB8880                          STATION DESCRIPTION
 AB8880
 AB8880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8880'21.8 KM (13.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8880'STATE HIGHWAY 25 IN DE SMET, 42.7 M (140.1 FT) WEST OF THE CENTER OF A
 AB8880'FIELD ENTRANCE AND GATE, 38.9 M (127.6 FT) SOUTHEAST OF MILEPOST 365,
 AB8880'22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) EAST
 AB8880'OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2
 AB8880'M (0.7 FT) NORTH OF A WITNESS POST AND FENCE, 0.1 M (0.3 FT) SOUTH OF
 AB8880'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8879 ***********************************************************************
 AB8879  DESIGNATION -  14 366.02
 AB8879  PID         -  AB8879
 AB8879  STATE/COUNTY-  SD/KINGSBURY
 AB8879  COUNTRY     -  US
 AB8879  USGS QUAD   -  IROQUOIS (2017)
 AB8879
 AB8879                         *CURRENT SURVEY CONTROL
 AB8879  ______________________________________________________________________
 AB8879* NAD 83(1986) POSITION- 44 22 00.     (N) 097 48 11.     (W)   SCALED
 AB8879* NAVD 88 ORTHO HEIGHT -   441.307 (meters)     1447.85  (feet) ADJUSTED
 AB8879  ______________________________________________________________________
 AB8879  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 AB8879  DYNAMIC HEIGHT  -        441.229 (meters)     1447.60  (feet) COMP
 AB8879  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 AB8879
 AB8879  VERT ORDER      -  FIRST     CLASS II
 AB8879
 AB8879.The horizontal coordinates were scaled from a map and have
 AB8879.an estimated accuracy of +/- 6 seconds.
 AB8879
 AB8879.The orthometric height was determined by differential leveling and
 AB8879.adjusted by the NATIONAL GEODETIC SURVEY
 AB8879.in October 1997.
 AB8879
 AB8879.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8879.GEOID18 height accuracy estimate available here.
 AB8879
 AB8879.Click photographs - Photos may exist for this station.
 AB8879
 AB8879.The dynamic height is computed by dividing the NAVD 88
 AB8879.geopotential number by the normal gravity value computed on the
 AB8879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8879.degrees latitude (g = 980.6199 gals.).
 AB8879
 AB8879.The modeled gravity was interpolated from observed gravity values.
 AB8879
 AB8879;                    North         East    Units  Estimated Accuracy
 AB8879;SPC SD N     -    61,640.      775,100.      MT  (+/- 180 meters Scaled)
 AB8879
 AB8879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ953132(NAD 83)
 AB8879
 AB8879                          SUPERSEDED SURVEY CONTROL
 AB8879
 AB8879.No superseded survey control is available for this station.
 AB8879
 AB8879_MARKER: DB = BENCH MARK DISK
 AB8879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8879_STAMPING: 14-366.02 1993 1447.00
 AB8879_MARK LOGO: SDDT
 AB8879_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8879+STABILITY: SURFACE MOTION
 AB8879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8879+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 AB8879
 AB8879  HISTORY     - Date     Condition        Report By
 AB8879  HISTORY     - 1993     MONUMENTED       SDDT
 AB8879  HISTORY     - 19941004 GOOD             NGS
 AB8879
 AB8879                          STATION DESCRIPTION
 AB8879
 AB8879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8879'10.2 KM (6.35 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8879'STATE HIGHWAY 25 IN DE SMET, 32.5 M (106.6 FT) SOUTHEAST OF MILEPOST
 AB8879'366, 22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT)
 AB8879'BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) EAST OF THE WEST END OF
 AB8879'A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, 0.2 M (0.7
 AB8879'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8879'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8878 ***********************************************************************
 AB8878  DESIGNATION -  14 366.35
 AB8878  PID         -  AB8878
 AB8878  STATE/COUNTY-  SD/KINGSBURY
 AB8878  COUNTRY     -  US
 AB8878  USGS QUAD   -  IROQUOIS (2017)
 AB8878
 AB8878                         *CURRENT SURVEY CONTROL
 AB8878  ______________________________________________________________________
 AB8878* NAD 83(1986) POSITION- 44 22 07.     (N) 097 47 48.     (W)   SCALED
 AB8878* NAVD 88 ORTHO HEIGHT -   443.689 (meters)     1455.67  (feet) ADJUSTED
 AB8878  ______________________________________________________________________
 AB8878  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 AB8878  DYNAMIC HEIGHT  -        443.610 (meters)     1455.41  (feet) COMP
 AB8878  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 AB8878
 AB8878  VERT ORDER      -  FIRST     CLASS II
 AB8878
 AB8878.The horizontal coordinates were scaled from a map and have
 AB8878.an estimated accuracy of +/- 6 seconds.
 AB8878
 AB8878.The orthometric height was determined by differential leveling and
 AB8878.adjusted by the NATIONAL GEODETIC SURVEY
 AB8878.in October 1997.
 AB8878
 AB8878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8878.GEOID18 height accuracy estimate available here.
 AB8878
 AB8878.Click photographs - Photos may exist for this station.
 AB8878
 AB8878.The dynamic height is computed by dividing the NAVD 88
 AB8878.geopotential number by the normal gravity value computed on the
 AB8878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8878.degrees latitude (g = 980.6199 gals.).
 AB8878
 AB8878.The modeled gravity was interpolated from observed gravity values.
 AB8878
 AB8878;                    North         East    Units  Estimated Accuracy
 AB8878;SPC SD N     -    61,870.      775,600.      MT  (+/- 180 meters Scaled)
 AB8878
 AB8878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ958135(NAD 83)
 AB8878
 AB8878                          SUPERSEDED SURVEY CONTROL
 AB8878
 AB8878.No superseded survey control is available for this station.
 AB8878
 AB8878_MARKER: DB = BENCH MARK DISK
 AB8878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB8878_SP_SET: HEADWALL
 AB8878_STAMPING: 14-366.35 1993 1454.84
 AB8878_MARK LOGO: SDDT
 AB8878_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8878+STABILITY: SURFACE MOTION
 AB8878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8878+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 AB8878
 AB8878  HISTORY     - Date     Condition        Report By
 AB8878  HISTORY     - 1993     MONUMENTED       SDDT
 AB8878  HISTORY     - 19941004 GOOD             NGS
 AB8878
 AB8878                          STATION DESCRIPTION
 AB8878
 AB8878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8878'19.7 KM (12.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8878'STATE HIGHWAY 25 IN DE SMET, IN TOP OF AND 2.0 M (6.6 FT) WEST OF THE
 AB8878'EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 AB8878'HIGHWAY, 547.0 M (1794.6 FT) EAST OF MILEPOST 366, 13.4 M (44.0 FT)
 AB8878'NORTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 AB8878'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8877 ***********************************************************************
 AB8877  DESIGNATION -  14 367.01
 AB8877  PID         -  AB8877
 AB8877  STATE/COUNTY-  SD/KINGSBURY
 AB8877  COUNTRY     -  US
 AB8877  USGS QUAD   -  IROQUOIS (2017)
 AB8877
 AB8877                         *CURRENT SURVEY CONTROL
 AB8877  ______________________________________________________________________
 AB8877* NAD 83(1986) POSITION- 44 22 06.     (N) 097 46 59.     (W)   SCALED
 AB8877* NAVD 88 ORTHO HEIGHT -   446.386 (meters)     1464.52  (feet) ADJUSTED
 AB8877  ______________________________________________________________________
 AB8877  GEOID HEIGHT    -        -25.083 (meters)                     GEOID18
 AB8877  DYNAMIC HEIGHT  -        446.305 (meters)     1464.25  (feet) COMP
 AB8877  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 AB8877
 AB8877  VERT ORDER      -  FIRST     CLASS II
 AB8877
 AB8877.The horizontal coordinates were scaled from a map and have
 AB8877.an estimated accuracy of +/- 6 seconds.
 AB8877
 AB8877.The orthometric height was determined by differential leveling and
 AB8877.adjusted by the NATIONAL GEODETIC SURVEY
 AB8877.in October 1997.
 AB8877
 AB8877.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8877.GEOID18 height accuracy estimate available here.
 AB8877
 AB8877.Click photographs - Photos may exist for this station.
 AB8877
 AB8877.The dynamic height is computed by dividing the NAVD 88
 AB8877.geopotential number by the normal gravity value computed on the
 AB8877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8877.degrees latitude (g = 980.6199 gals.).
 AB8877
 AB8877.The modeled gravity was interpolated from observed gravity values.
 AB8877
 AB8877;                    North         East    Units  Estimated Accuracy
 AB8877;SPC SD N     -    61,870.      776,690.      MT  (+/- 180 meters Scaled)
 AB8877
 AB8877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ969135(NAD 83)
 AB8877
 AB8877                          SUPERSEDED SURVEY CONTROL
 AB8877
 AB8877.No superseded survey control is available for this station.
 AB8877
 AB8877_MARKER: DB = BENCH MARK DISK
 AB8877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8877_STAMPING: 14-367.01 1993 1463.66
 AB8877_MARK LOGO: SDDT
 AB8877_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8877+STABILITY: SURFACE MOTION
 AB8877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8877+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 AB8877
 AB8877  HISTORY     - Date     Condition        Report By
 AB8877  HISTORY     - 1993     MONUMENTED       SDDT
 AB8877  HISTORY     - 19941004 GOOD             NGS
 AB8877
 AB8877                          STATION DESCRIPTION
 AB8877
 AB8877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8877'18.6 KM (11.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8877'STATE HIGHWAY 25 IN DE SMET, 27.7 M (90.9 FT) SOUTH OF THE HIGHWAY
 AB8877'CENTERLINE, 23.4 M (76.8 FT) SOUTHEAST OF MILEPOST 367, 1.4 M (4.6 FT)
 AB8877'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH A WITNESS POST
 AB8877'AND FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AB8877'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8876 ***********************************************************************
 AB8876  DESIGNATION -  14 367.85
 AB8876  PID         -  AB8876
 AB8876  STATE/COUNTY-  SD/KINGSBURY
 AB8876  COUNTRY     -  US
 AB8876  USGS QUAD   -  IROQUOIS (2017)
 AB8876
 AB8876                         *CURRENT SURVEY CONTROL
 AB8876  ______________________________________________________________________
 AB8876* NAD 83(1986) POSITION- 44 22 08.     (N) 097 45 59.     (W)   SCALED
 AB8876* NAVD 88 ORTHO HEIGHT -   452.375 (meters)     1484.17  (feet) ADJUSTED
 AB8876  ______________________________________________________________________
 AB8876  GEOID HEIGHT    -        -25.084 (meters)                     GEOID18
 AB8876  DYNAMIC HEIGHT  -        452.293 (meters)     1483.90  (feet) COMP
 AB8876  MODELED GRAVITY -    980,423.8   (mgal)                       NAVD 88
 AB8876
 AB8876  VERT ORDER      -  FIRST     CLASS II
 AB8876
 AB8876.The horizontal coordinates were scaled from a map and have
 AB8876.an estimated accuracy of +/- 6 seconds.
 AB8876
 AB8876.The orthometric height was determined by differential leveling and
 AB8876.adjusted by the NATIONAL GEODETIC SURVEY
 AB8876.in October 1997.
 AB8876
 AB8876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8876.GEOID18 height accuracy estimate available here.
 AB8876
 AB8876.Click photographs - Photos may exist for this station.
 AB8876
 AB8876.The dynamic height is computed by dividing the NAVD 88
 AB8876.geopotential number by the normal gravity value computed on the
 AB8876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8876.degrees latitude (g = 980.6199 gals.).
 AB8876
 AB8876.The modeled gravity was interpolated from observed gravity values.
 AB8876
 AB8876;                    North         East    Units  Estimated Accuracy
 AB8876;SPC SD N     -    61,970.      778,020.      MT  (+/- 180 meters Scaled)
 AB8876
 AB8876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ982135(NAD 83)
 AB8876
 AB8876                          SUPERSEDED SURVEY CONTROL
 AB8876
 AB8876.No superseded survey control is available for this station.
 AB8876
 AB8876_MARKER: DB = BENCH MARK DISK
 AB8876_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB8876_SP_SET: HEADWALL
 AB8876_STAMPING: 14-367.85 1993 1483.35
 AB8876_MARK LOGO: SDDT
 AB8876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8876+STABILITY: SURFACE MOTION
 AB8876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8876+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 AB8876
 AB8876  HISTORY     - Date     Condition        Report By
 AB8876  HISTORY     - 1993     MONUMENTED       SDDT
 AB8876  HISTORY     - 19941004 GOOD             NGS
 AB8876
 AB8876                          STATION DESCRIPTION
 AB8876
 AB8876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8876'17.3 KM (10.75 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8876'STATE HIGHWAY 25 IN DE SMET, IN TOP OF AND 2.8 M (9.2 FT) WEST OF THE
 AB8876'EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 AB8876'HIGHWAY, 278.0 M (912.1 FT) WEST OF MILEPOST 368, 14.8 M (48.6 FT)
 AB8876'NORTH OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) BELOW THE LEVEL OF THE
 AB8876'HIGHWAY, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8875 ***********************************************************************
 AB8875  DESIGNATION -  14 368.01
 AB8875  PID         -  AB8875
 AB8875  STATE/COUNTY-  SD/KINGSBURY
 AB8875  COUNTRY     -  US
 AB8875  USGS QUAD   -  IROQUOIS (2017)
 AB8875
 AB8875                         *CURRENT SURVEY CONTROL
 AB8875  ______________________________________________________________________
 AB8875* NAD 83(1986) POSITION- 44 22 06.     (N) 097 45 47.     (W)   SCALED
 AB8875* NAVD 88 ORTHO HEIGHT -   454.359 (meters)     1490.68  (feet) ADJUSTED
 AB8875  ______________________________________________________________________
 AB8875  GEOID HEIGHT    -        -25.086 (meters)                     GEOID18
 AB8875  DYNAMIC HEIGHT  -        454.277 (meters)     1490.41  (feet) COMP
 AB8875  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 AB8875
 AB8875  VERT ORDER      -  FIRST     CLASS II
 AB8875
 AB8875.The horizontal coordinates were scaled from a map and have
 AB8875.an estimated accuracy of +/- 6 seconds.
 AB8875
 AB8875.The orthometric height was determined by differential leveling and
 AB8875.adjusted by the NATIONAL GEODETIC SURVEY
 AB8875.in October 1997.
 AB8875
 AB8875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8875.GEOID18 height accuracy estimate available here.
 AB8875
 AB8875.Click photographs - Photos may exist for this station.
 AB8875
 AB8875.The dynamic height is computed by dividing the NAVD 88
 AB8875.geopotential number by the normal gravity value computed on the
 AB8875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8875.degrees latitude (g = 980.6199 gals.).
 AB8875
 AB8875.The modeled gravity was interpolated from observed gravity values.
 AB8875
 AB8875;                    North         East    Units  Estimated Accuracy
 AB8875;SPC SD N     -    61,910.      778,280.      MT  (+/- 180 meters Scaled)
 AB8875
 AB8875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ985135(NAD 83)
 AB8875
 AB8875                          SUPERSEDED SURVEY CONTROL
 AB8875
 AB8875.No superseded survey control is available for this station.
 AB8875
 AB8875_MARKER: DB = BENCH MARK DISK
 AB8875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8875_STAMPING: 14-368.01 1993 1489.88
 AB8875_MARK LOGO: SDDT
 AB8875_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8875+STABILITY: SURFACE MOTION
 AB8875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8875+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8875
 AB8875  HISTORY     - Date     Condition        Report By
 AB8875  HISTORY     - 1993     MONUMENTED       SDDT
 AB8875  HISTORY     - 19940923 GOOD             NGS
 AB8875
 AB8875                          STATION DESCRIPTION
 AB8875
 AB8875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8875'17.0 KM (10.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8875'STATE HIGHWAY 25 IN DE SMET, 22.4 M (73.5 FT) SOUTH OF THE HIGHWAY
 AB8875'CENTERLINE, 19.2 M (63.0 FT) SOUTHEAST OF MILEPOST 368, 9.8 M (32.2
 AB8875'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.4 M (4.6 FT) WEST OF A
 AB8875'FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AB8875'(1.3 FT) NORTH OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) SOUTH OF A
 AB8875'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8874 ***********************************************************************
 AB8874  DESIGNATION -  14 369.00
 AB8874  PID         -  AB8874
 AB8874  STATE/COUNTY-  SD/KINGSBURY
 AB8874  COUNTRY     -  US
 AB8874  USGS QUAD   -  MANCHESTER (2017)
 AB8874
 AB8874                         *CURRENT SURVEY CONTROL
 AB8874  ______________________________________________________________________
 AB8874* NAD 83(1986) POSITION- 44 22 05.     (N) 097 44 34.     (W)   SCALED
 AB8874* NAVD 88 ORTHO HEIGHT -   459.097 (meters)     1506.22  (feet) ADJUSTED
 AB8874  ______________________________________________________________________
 AB8874  GEOID HEIGHT    -        -25.091 (meters)                     GEOID18
 AB8874  DYNAMIC HEIGHT  -        459.013 (meters)     1505.95  (feet) COMP
 AB8874  MODELED GRAVITY -    980,421.8   (mgal)                       NAVD 88
 AB8874
 AB8874  VERT ORDER      -  FIRST     CLASS II
 AB8874
 AB8874.The horizontal coordinates were scaled from a map and have
 AB8874.an estimated accuracy of +/- 6 seconds.
 AB8874
 AB8874.The orthometric height was determined by differential leveling and
 AB8874.adjusted by the NATIONAL GEODETIC SURVEY
 AB8874.in October 1997.
 AB8874
 AB8874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8874.GEOID18 height accuracy estimate available here.
 AB8874
 AB8874.Click photographs - Photos may exist for this station.
 AB8874
 AB8874.The dynamic height is computed by dividing the NAVD 88
 AB8874.geopotential number by the normal gravity value computed on the
 AB8874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8874.degrees latitude (g = 980.6199 gals.).
 AB8874
 AB8874.The modeled gravity was interpolated from observed gravity values.
 AB8874
 AB8874;                    North         East    Units  Estimated Accuracy
 AB8874;SPC SD N     -    61,930.      779,900.      MT  (+/- 180 meters Scaled)
 AB8874
 AB8874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ001135(NAD 83)
 AB8874
 AB8874                          SUPERSEDED SURVEY CONTROL
 AB8874
 AB8874.No superseded survey control is available for this station.
 AB8874
 AB8874_MARKER: DB = BENCH MARK DISK
 AB8874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8874_STAMPING: 14-369.00 1993 1505.43
 AB8874_MARK LOGO: SDDT
 AB8874_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8874+STABILITY: SURFACE MOTION
 AB8874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8874+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8874
 AB8874  HISTORY     - Date     Condition        Report By
 AB8874  HISTORY     - 1993     MONUMENTED       SDDT
 AB8874  HISTORY     - 19940923 GOOD             NGS
 AB8874
 AB8874                          STATION DESCRIPTION
 AB8874
 AB8874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8874'15.4 KM (9.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8874'STATE HIGHWAY 25 IN DE SMET, 22.6 M (74.1 FT) SOUTH OF THE HIGHWAY
 AB8874'CENTERLINE, 13.1 M (43.0 FT) SOUTH-SOUTHEAST OF MILEPOST 369, 2.3 M
 AB8874'(7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A
 AB8874'WITNESS POST, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AB8874'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8873 ***********************************************************************
 AB8873  DESIGNATION -  14 369.99
 AB8873  PID         -  AB8873
 AB8873  STATE/COUNTY-  SD/KINGSBURY
 AB8873  COUNTRY     -  US
 AB8873  USGS QUAD   -  MANCHESTER (2017)
 AB8873
 AB8873                         *CURRENT SURVEY CONTROL
 AB8873  ______________________________________________________________________
 AB8873* NAD 83(1986) POSITION- 44 22 06.     (N) 097 43 22.     (W)   SCALED
 AB8873* NAVD 88 ORTHO HEIGHT -   466.254 (meters)     1529.70  (feet) ADJUSTED
 AB8873  ______________________________________________________________________
 AB8873  GEOID HEIGHT    -        -25.094 (meters)                     GEOID18
 AB8873  DYNAMIC HEIGHT  -        466.169 (meters)     1529.42  (feet) COMP
 AB8873  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 AB8873
 AB8873  VERT ORDER      -  FIRST     CLASS II
 AB8873
 AB8873.The horizontal coordinates were scaled from a map and have
 AB8873.an estimated accuracy of +/- 6 seconds.
 AB8873
 AB8873.The orthometric height was determined by differential leveling and
 AB8873.adjusted by the NATIONAL GEODETIC SURVEY
 AB8873.in October 1997.
 AB8873
 AB8873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8873.GEOID18 height accuracy estimate available here.
 AB8873
 AB8873.Click photographs - Photos may exist for this station.
 AB8873
 AB8873.The dynamic height is computed by dividing the NAVD 88
 AB8873.geopotential number by the normal gravity value computed on the
 AB8873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8873.degrees latitude (g = 980.6199 gals.).
 AB8873
 AB8873.The modeled gravity was interpolated from observed gravity values.
 AB8873
 AB8873;                    North         East    Units  Estimated Accuracy
 AB8873;SPC SD N     -    62,000.      781,490.      MT  (+/- 180 meters Scaled)
 AB8873
 AB8873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ017135(NAD 83)
 AB8873
 AB8873                          SUPERSEDED SURVEY CONTROL
 AB8873
 AB8873.No superseded survey control is available for this station.
 AB8873
 AB8873_MARKER: DB = BENCH MARK DISK
 AB8873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8873_STAMPING: 14-369.99 1993 1528.93
 AB8873_MARK LOGO: SDDT
 AB8873_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8873+STABILITY: SURFACE MOTION
 AB8873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8873+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8873
 AB8873  HISTORY     - Date     Condition        Report By
 AB8873  HISTORY     - 1993     MONUMENTED       SDDT
 AB8873  HISTORY     - 19940923 GOOD             NGS
 AB8873
 AB8873                          STATION DESCRIPTION
 AB8873
 AB8873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8873'13.8 KM (8.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8873'STATE HIGHWAY 25 IN DE SMET, 23.3 M (76.4 FT) SOUTH OF THE HIGHWAY
 AB8873'CENTERLINE, 15.4 M (50.5 FT) SOUTHWEST OF MILEPOST 370, 15.1 M (49.5
 AB8873'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.8 M (5.9 FT)
 AB8873'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST
 AB8873'AND FENCE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AB8873'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8872 ***********************************************************************
 AB8872  DESIGNATION -  14 370.71
 AB8872  PID         -  AB8872
 AB8872  STATE/COUNTY-  SD/KINGSBURY
 AB8872  COUNTRY     -  US
 AB8872  USGS QUAD   -  MANCHESTER (2017)
 AB8872
 AB8872                         *CURRENT SURVEY CONTROL
 AB8872  ______________________________________________________________________
 AB8872* NAD 83(1986) POSITION- 44 22 08.     (N) 097 42 32.     (W)   SCALED
 AB8872* NAVD 88 ORTHO HEIGHT -   464.752 (meters)     1524.77  (feet) ADJUSTED
 AB8872  ______________________________________________________________________
 AB8872  GEOID HEIGHT    -        -25.095 (meters)                     GEOID18
 AB8872  DYNAMIC HEIGHT  -        464.666 (meters)     1524.49  (feet) COMP
 AB8872  MODELED GRAVITY -    980,419.1   (mgal)                       NAVD 88
 AB8872
 AB8872  VERT ORDER      -  FIRST     CLASS II
 AB8872
 AB8872.The horizontal coordinates were scaled from a map and have
 AB8872.an estimated accuracy of +/- 6 seconds.
 AB8872
 AB8872.The orthometric height was determined by differential leveling and
 AB8872.adjusted by the NATIONAL GEODETIC SURVEY
 AB8872.in October 1997.
 AB8872
 AB8872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8872.GEOID18 height accuracy estimate available here.
 AB8872
 AB8872.Click photographs - Photos may exist for this station.
 AB8872
 AB8872.The dynamic height is computed by dividing the NAVD 88
 AB8872.geopotential number by the normal gravity value computed on the
 AB8872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8872.degrees latitude (g = 980.6199 gals.).
 AB8872
 AB8872.The modeled gravity was interpolated from observed gravity values.
 AB8872
 AB8872;                    North         East    Units  Estimated Accuracy
 AB8872;SPC SD N     -    62,100.      782,600.      MT  (+/- 180 meters Scaled)
 AB8872
 AB8872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ028136(NAD 83)
 AB8872
 AB8872                          SUPERSEDED SURVEY CONTROL
 AB8872
 AB8872.No superseded survey control is available for this station.
 AB8872
 AB8872_MARKER: DB = BENCH MARK DISK
 AB8872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB8872_SP_SET: HEADWALL
 AB8872_STAMPING: 14-370.71 1993 1523.97
 AB8872_MARK LOGO: SDDT
 AB8872_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8872+STABILITY: SURFACE MOTION
 AB8872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8872+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8872
 AB8872  HISTORY     - Date     Condition        Report By
 AB8872  HISTORY     - 1993     MONUMENTED       SDDT
 AB8872  HISTORY     - 19940923 GOOD             NGS
 AB8872
 AB8872                          STATION DESCRIPTION
 AB8872
 AB8872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8872'12.7 KM (7.90 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8872'STATE HIGHWAY 25 IN DE SMET, IN TOP OF AND 6.3 M (20.7 FT) WEST OF THE
 AB8872'EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 AB8872'HIGHWAY, 488.0 M (1601.0 FT) WEST OF MILEPOST 371, 10.1 M (33.1 FT)
 AB8872'NORTH OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE
 AB8872'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8871 ***********************************************************************
 AB8871  DESIGNATION -  14 370.99
 AB8871  PID         -  AB8871
 AB8871  STATE/COUNTY-  SD/KINGSBURY
 AB8871  COUNTRY     -  US
 AB8871  USGS QUAD   -  MANCHESTER (2017)
 AB8871
 AB8871                         *CURRENT SURVEY CONTROL
 AB8871  ______________________________________________________________________
 AB8871* NAD 83(1986) POSITION- 44 22 06.     (N) 097 42 10.     (W)   SCALED
 AB8871* NAVD 88 ORTHO HEIGHT -   472.597 (meters)     1550.51  (feet) ADJUSTED
 AB8871  ______________________________________________________________________
 AB8871  GEOID HEIGHT    -        -25.098 (meters)                     GEOID18
 AB8871  DYNAMIC HEIGHT  -        472.510 (meters)     1550.23  (feet) COMP
 AB8871  MODELED GRAVITY -    980,418.6   (mgal)                       NAVD 88
 AB8871
 AB8871  VERT ORDER      -  FIRST     CLASS II
 AB8871
 AB8871.The horizontal coordinates were scaled from a map and have
 AB8871.an estimated accuracy of +/- 6 seconds.
 AB8871
 AB8871.The orthometric height was determined by differential leveling and
 AB8871.adjusted by the NATIONAL GEODETIC SURVEY
 AB8871.in October 1997.
 AB8871
 AB8871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8871.GEOID18 height accuracy estimate available here.
 AB8871
 AB8871.Click photographs - Photos may exist for this station.
 AB8871
 AB8871.The dynamic height is computed by dividing the NAVD 88
 AB8871.geopotential number by the normal gravity value computed on the
 AB8871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8871.degrees latitude (g = 980.6199 gals.).
 AB8871
 AB8871.The modeled gravity was interpolated from observed gravity values.
 AB8871
 AB8871;                    North         East    Units  Estimated Accuracy
 AB8871;SPC SD N     -    62,050.      783,090.      MT  (+/- 180 meters Scaled)
 AB8871
 AB8871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ033136(NAD 83)
 AB8871
 AB8871                          SUPERSEDED SURVEY CONTROL
 AB8871
 AB8871.No superseded survey control is available for this station.
 AB8871
 AB8871_MARKER: DB = BENCH MARK DISK
 AB8871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8871_STAMPING: 14-370.99 1993 1549.72
 AB8871_MARK LOGO: SDDT
 AB8871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8871+STABILITY: SURFACE MOTION
 AB8871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8871+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8871
 AB8871  HISTORY     - Date     Condition        Report By
 AB8871  HISTORY     - 1993     MONUMENTED       SDDT
 AB8871  HISTORY     - 19940923 GOOD             NGS
 AB8871
 AB8871                          STATION DESCRIPTION
 AB8871
 AB8871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8871'12.2 KM (7.60 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8871'STATE HIGHWAY 25 IN DE SMET, 26.6 M (87.3 FT) SOUTH OF THE HIGHWAY
 AB8871'CENTERLINE, 24.7 M (81.0 FT) SOUTHWEST OF MILEPOST 371, 10.5 M (34.4
 AB8871'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT)
 AB8871'NORTH OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AB8871'THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AB8871'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8869 ***********************************************************************
 AB8869  DESIGNATION -  14 372.00
 AB8869  PID         -  AB8869
 AB8869  STATE/COUNTY-  SD/KINGSBURY
 AB8869  COUNTRY     -  US
 AB8869  USGS QUAD   -  MANCHESTER (2017)
 AB8869
 AB8869                         *CURRENT SURVEY CONTROL
 AB8869  ______________________________________________________________________
 AB8869* NAD 83(1986) POSITION- 44 22 18.     (N) 097 40 58.     (W)   SCALED
 AB8869* NAVD 88 ORTHO HEIGHT -   484.896 (meters)     1590.86  (feet) ADJUSTED
 AB8869  ______________________________________________________________________
 AB8869  GEOID HEIGHT    -        -25.094 (meters)                     GEOID18
 AB8869  DYNAMIC HEIGHT  -        484.806 (meters)     1590.57  (feet) COMP
 AB8869  MODELED GRAVITY -    980,417.3   (mgal)                       NAVD 88
 AB8869
 AB8869  VERT ORDER      -  FIRST     CLASS II
 AB8869
 AB8869.The horizontal coordinates were scaled from a map and have
 AB8869.an estimated accuracy of +/- 6 seconds.
 AB8869
 AB8869.The orthometric height was determined by differential leveling and
 AB8869.adjusted by the NATIONAL GEODETIC SURVEY
 AB8869.in October 1997.
 AB8869
 AB8869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8869.GEOID18 height accuracy estimate available here.
 AB8869
 AB8869.Click photographs - Photos may exist for this station.
 AB8869
 AB8869.The dynamic height is computed by dividing the NAVD 88
 AB8869.geopotential number by the normal gravity value computed on the
 AB8869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8869.degrees latitude (g = 980.6199 gals.).
 AB8869
 AB8869.The modeled gravity was interpolated from observed gravity values.
 AB8869
 AB8869;                    North         East    Units  Estimated Accuracy
 AB8869;SPC SD N     -    62,460.      784,670.      MT  (+/- 180 meters Scaled)
 AB8869
 AB8869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ049139(NAD 83)
 AB8869
 AB8869                          SUPERSEDED SURVEY CONTROL
 AB8869
 AB8869.No superseded survey control is available for this station.
 AB8869
 AB8869_MARKER: DB = BENCH MARK DISK
 AB8869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8869_STAMPING: 14-372.00 1993 1590.07
 AB8869_MARK LOGO: SDDT
 AB8869_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8869+STABILITY: SURFACE MOTION
 AB8869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8869+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8869
 AB8869  HISTORY     - Date     Condition        Report By
 AB8869  HISTORY     - 1993     MONUMENTED       SDDT
 AB8869  HISTORY     - 19940923 GOOD             NGS
 AB8869
 AB8869                          STATION DESCRIPTION
 AB8869
 AB8869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8869'10.6 KM (6.60 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8869'STATE HIGHWAY 25 IN DE SMET, 10.2 M (33.5 FT) SOUTH OF MILEPOST 372,
 AB8869'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.3 M (4.3
 AB8869'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF THE CENTER
 AB8869'OF 3 BRACED FENCE POSTS AND A T-FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF
 AB8869'A WITNESS POST, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AB8869'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8868 ***********************************************************************
 AB8868  DESIGNATION -  14 372.62
 AB8868  PID         -  AB8868
 AB8868  STATE/COUNTY-  SD/KINGSBURY
 AB8868  COUNTRY     -  US
 AB8868  USGS QUAD   -  MANCHESTER (2017)
 AB8868
 AB8868                         *CURRENT SURVEY CONTROL
 AB8868  ______________________________________________________________________
 AB8868* NAD 83(1986) POSITION- 44 22 28.     (N) 097 40 13.     (W)   SCALED
 AB8868* NAVD 88 ORTHO HEIGHT -   487.704 (meters)     1600.08  (feet) ADJUSTED
 AB8868  ______________________________________________________________________
 AB8868  GEOID HEIGHT    -        -25.090 (meters)                     GEOID18
 AB8868  DYNAMIC HEIGHT  -        487.613 (meters)     1599.78  (feet) COMP
 AB8868  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 AB8868
 AB8868  VERT ORDER      -  FIRST     CLASS II
 AB8868
 AB8868.The horizontal coordinates were scaled from a map and have
 AB8868.an estimated accuracy of +/- 6 seconds.
 AB8868
 AB8868.The orthometric height was determined by differential leveling and
 AB8868.adjusted by the NATIONAL GEODETIC SURVEY
 AB8868.in October 1997.
 AB8868
 AB8868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8868.GEOID18 height accuracy estimate available here.
 AB8868
 AB8868.Click photographs - Photos may exist for this station.
 AB8868
 AB8868.The dynamic height is computed by dividing the NAVD 88
 AB8868.geopotential number by the normal gravity value computed on the
 AB8868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8868.degrees latitude (g = 980.6199 gals.).
 AB8868
 AB8868.The modeled gravity was interpolated from observed gravity values.
 AB8868
 AB8868;                    North         East    Units  Estimated Accuracy
 AB8868;SPC SD N     -    62,800.      785,660.      MT  (+/- 180 meters Scaled)
 AB8868
 AB8868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ059143(NAD 83)
 AB8868
 AB8868                          SUPERSEDED SURVEY CONTROL
 AB8868
 AB8868.No superseded survey control is available for this station.
 AB8868
 AB8868_MARKER: DB = BENCH MARK DISK
 AB8868_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB8868_SP_SET: HEADWALL
 AB8868_STAMPING: 14-372.62 1993 1599.29
 AB8868_MARK LOGO: SDDT
 AB8868_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8868+STABILITY: SURFACE MOTION
 AB8868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8868+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8868
 AB8868  HISTORY     - Date     Condition        Report By
 AB8868  HISTORY     - 1993     MONUMENTED       SDDT
 AB8868  HISTORY     - 19940923 GOOD             NGS
 AB8868
 AB8868                          STATION DESCRIPTION
 AB8868
 AB8868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8868'9.5 KM (5.90 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8868'STATE HIGHWAY 25 IN DE SMET, IN TOP OF AND 0.7 M (2.3 FT) EAST OF THE
 AB8868'WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 558.0 M
 AB8868'(1830.7 FT) WEST OF MILEPOST 373, 17.0 M (55.8 FT) NORTH OF THE
 AB8868'HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AB8868'1.0 M (3.3 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8867 ***********************************************************************
 AB8867  DESIGNATION -  14 373.04
 AB8867  PID         -  AB8867
 AB8867  STATE/COUNTY-  SD/KINGSBURY
 AB8867  COUNTRY     -  US
 AB8867  USGS QUAD   -  BANCROFT EAST (2017)
 AB8867
 AB8867                         *CURRENT SURVEY CONTROL
 AB8867  ______________________________________________________________________
 AB8867* NAD 83(1986) POSITION- 44 22 32.     (N) 097 39 45.     (W)   SCALED
 AB8867* NAVD 88 ORTHO HEIGHT -   493.165 (meters)     1617.99  (feet) ADJUSTED
 AB8867  ______________________________________________________________________
 AB8867  GEOID HEIGHT    -        -25.089 (meters)                     GEOID18
 AB8867  DYNAMIC HEIGHT  -        493.073 (meters)     1617.69  (feet) COMP
 AB8867  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 AB8867
 AB8867  VERT ORDER      -  FIRST     CLASS II
 AB8867
 AB8867.The horizontal coordinates were scaled from a map and have
 AB8867.an estimated accuracy of +/- 6 seconds.
 AB8867
 AB8867.The orthometric height was determined by differential leveling and
 AB8867.adjusted by the NATIONAL GEODETIC SURVEY
 AB8867.in October 1997.
 AB8867
 AB8867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8867.GEOID18 height accuracy estimate available here.
 AB8867
 AB8867.Click photographs - Photos may exist for this station.
 AB8867
 AB8867.The dynamic height is computed by dividing the NAVD 88
 AB8867.geopotential number by the normal gravity value computed on the
 AB8867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8867.degrees latitude (g = 980.6199 gals.).
 AB8867
 AB8867.The modeled gravity was interpolated from observed gravity values.
 AB8867
 AB8867;                    North         East    Units  Estimated Accuracy
 AB8867;SPC SD N     -    62,940.      786,270.      MT  (+/- 180 meters Scaled)
 AB8867
 AB8867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ065144(NAD 83)
 AB8867
 AB8867                          SUPERSEDED SURVEY CONTROL
 AB8867
 AB8867.No superseded survey control is available for this station.
 AB8867
 AB8867_MARKER: DB = BENCH MARK DISK
 AB8867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8867_STAMPING: 14-373.04 1993 1617.20
 AB8867_MARK LOGO: SDDT
 AB8867_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8867+STABILITY: SURFACE MOTION
 AB8867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8867+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8867
 AB8867  HISTORY     - Date     Condition        Report By
 AB8867  HISTORY     - 1993     MONUMENTED       SDDT
 AB8867  HISTORY     - 19940923 GOOD             NGS
 AB8867
 AB8867                          STATION DESCRIPTION
 AB8867
 AB8867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8867'8.9 KM (5.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8867'STATE HIGHWAY 25 IN DE SMET, 58.0 M (190.3 FT) EAST OF MILEPOST 373,
 AB8867'22.4 M (73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.7 M (35.1 FT)
 AB8867'WEST OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB8867'HIGHWAY, 0.4 M (1.3 FT) NORTH-NORTHWEST OF A WITNESS POST AND FENCE
 AB8867'CORNER, 0.2 M (0.7 FT) SOUTH-SOUTHEAST OF A WITNESS POST, AND THE
 AB8867'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8866 ***********************************************************************
 AB8866  DESIGNATION -  14 373.83
 AB8866  PID         -  AB8866
 AB8866  STATE/COUNTY-  SD/KINGSBURY
 AB8866  COUNTRY     -  US
 AB8866  USGS QUAD   -  BANCROFT EAST (2017)
 AB8866
 AB8866                         *CURRENT SURVEY CONTROL
 AB8866  ______________________________________________________________________
 AB8866* NAD 83(1986) POSITION- 44 22 42.     (N) 097 38 51.     (W)   SCALED
 AB8866* NAVD 88 ORTHO HEIGHT -   495.622 (meters)     1626.05  (feet) ADJUSTED
 AB8866  ______________________________________________________________________
 AB8866  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 AB8866  DYNAMIC HEIGHT  -        495.529 (meters)     1625.75  (feet) COMP
 AB8866  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 AB8866
 AB8866  VERT ORDER      -  FIRST     CLASS II
 AB8866
 AB8866.The horizontal coordinates were scaled from a map and have
 AB8866.an estimated accuracy of +/- 6 seconds.
 AB8866
 AB8866.The orthometric height was determined by differential leveling and
 AB8866.adjusted by the NATIONAL GEODETIC SURVEY
 AB8866.in October 1997.
 AB8866
 AB8866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8866.GEOID18 height accuracy estimate available here.
 AB8866
 AB8866.Click photographs - Photos may exist for this station.
 AB8866
 AB8866.The dynamic height is computed by dividing the NAVD 88
 AB8866.geopotential number by the normal gravity value computed on the
 AB8866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8866.degrees latitude (g = 980.6199 gals.).
 AB8866
 AB8866.The modeled gravity was interpolated from observed gravity values.
 AB8866
 AB8866;                    North         East    Units  Estimated Accuracy
 AB8866;SPC SD N     -    63,290.      787,460.      MT  (+/- 180 meters Scaled)
 AB8866
 AB8866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ077147(NAD 83)
 AB8866
 AB8866                          SUPERSEDED SURVEY CONTROL
 AB8866
 AB8866.No superseded survey control is available for this station.
 AB8866
 AB8866_MARKER: DB = BENCH MARK DISK
 AB8866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8866_STAMPING: 14-373.83 1993 1625.27
 AB8866_MARK LOGO: SDDT
 AB8866_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8866+STABILITY: SURFACE MOTION
 AB8866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8866+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8866
 AB8866  HISTORY     - Date     Condition        Report By
 AB8866  HISTORY     - 1993     MONUMENTED       SDDT
 AB8866  HISTORY     - 19940923 GOOD             NGS
 AB8866
 AB8866                          STATION DESCRIPTION
 AB8866
 AB8866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8866'7.7 KM (4.80 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8866'STATE HIGHWAY 25 IN DE SMET, 321.0 M (1053.1 FT) WEST OF MILEPOST 374,
 AB8866'22.8 M (74.8 FT) SOUTH-SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6
 AB8866'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH-NORTHWEST OF
 AB8866'THE CENTER OF 3 BRACED FENCE POSTS AT A T-FENCE CORNER, 0.3 M (1.0 FT)
 AB8866'SOUTH-SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AB8866'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8865 ***********************************************************************
 AB8865  DESIGNATION -  14 375.08
 AB8865  PID         -  AB8865
 AB8865  STATE/COUNTY-  SD/KINGSBURY
 AB8865  COUNTRY     -  US
 AB8865  USGS QUAD   -  DE SMET (2017)
 AB8865
 AB8865                         *CURRENT SURVEY CONTROL
 AB8865  ______________________________________________________________________
 AB8865* NAD 83(1986) POSITION- 44 22 58.     (N) 097 37 22.     (W)   SCALED
 AB8865* NAVD 88 ORTHO HEIGHT -   517.117 (meters)     1696.57  (feet) ADJUSTED
 AB8865  ______________________________________________________________________
 AB8865  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 AB8865  DYNAMIC HEIGHT  -        517.020 (meters)     1696.26  (feet) COMP
 AB8865  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 AB8865
 AB8865  VERT ORDER      -  FIRST     CLASS II
 AB8865
 AB8865.The horizontal coordinates were scaled from a map and have
 AB8865.an estimated accuracy of +/- 6 seconds.
 AB8865
 AB8865.The orthometric height was determined by differential leveling and
 AB8865.adjusted by the NATIONAL GEODETIC SURVEY
 AB8865.in October 1997.
 AB8865
 AB8865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8865.GEOID18 height accuracy estimate available here.
 AB8865
 AB8865.Click photographs - Photos may exist for this station.
 AB8865
 AB8865.The dynamic height is computed by dividing the NAVD 88
 AB8865.geopotential number by the normal gravity value computed on the
 AB8865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8865.degrees latitude (g = 980.6199 gals.).
 AB8865
 AB8865.The modeled gravity was interpolated from observed gravity values.
 AB8865
 AB8865;                    North         East    Units  Estimated Accuracy
 AB8865;SPC SD N     -    63,840.      789,410.      MT  (+/- 180 meters Scaled)
 AB8865
 AB8865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ097153(NAD 83)
 AB8865
 AB8865                          SUPERSEDED SURVEY CONTROL
 AB8865
 AB8865.No superseded survey control is available for this station.
 AB8865
 AB8865_MARKER: DB = BENCH MARK DISK
 AB8865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8865_STAMPING: 14-375.08 1993 1695.82
 AB8865_MARK LOGO: SDDT
 AB8865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8865+STABILITY: SURFACE MOTION
 AB8865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8865+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8865
 AB8865  HISTORY     - Date     Condition        Report By
 AB8865  HISTORY     - 1993     MONUMENTED       SDDT
 AB8865  HISTORY     - 19940923 GOOD             NGS
 AB8865
 AB8865                          STATION DESCRIPTION
 AB8865
 AB8865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8865'5.6 KM (3.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8865'STATE HIGHWAY 25 IN DE SMET, 122.0 M (400.3 FT) EAST OF MILEPOST 375,
 AB8865'30.7 M (100.7 FT) WEST OF A RIGHT-OF-WAY POST, 22.3 M (73.2 FT) SOUTH
 AB8865'OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AB8865'HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH
 AB8865'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8864 ***********************************************************************
 AB8864  DESIGNATION -  14 376.08
 AB8864  PID         -  AB8864
 AB8864  STATE/COUNTY-  SD/KINGSBURY
 AB8864  COUNTRY     -  US
 AB8864  USGS QUAD   -  DE SMET (2017)
 AB8864
 AB8864                         *CURRENT SURVEY CONTROL
 AB8864  ______________________________________________________________________
 AB8864* NAD 83(1986) POSITION- 44 22 59.     (N) 097 36 09.     (W)   SCALED
 AB8864* NAVD 88 ORTHO HEIGHT -   535.040 (meters)     1755.38  (feet) ADJUSTED
 AB8864  ______________________________________________________________________
 AB8864  GEOID HEIGHT    -        -25.079 (meters)                     GEOID18
 AB8864  DYNAMIC HEIGHT  -        534.939 (meters)     1755.05  (feet) COMP
 AB8864  MODELED GRAVITY -    980,412.6   (mgal)                       NAVD 88
 AB8864
 AB8864  VERT ORDER      -  FIRST     CLASS II
 AB8864
 AB8864.The horizontal coordinates were scaled from a map and have
 AB8864.an estimated accuracy of +/- 6 seconds.
 AB8864
 AB8864.The orthometric height was determined by differential leveling and
 AB8864.adjusted by the NATIONAL GEODETIC SURVEY
 AB8864.in October 1997.
 AB8864
 AB8864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8864.GEOID18 height accuracy estimate available here.
 AB8864
 AB8864.Click photographs - Photos may exist for this station.
 AB8864
 AB8864.The dynamic height is computed by dividing the NAVD 88
 AB8864.geopotential number by the normal gravity value computed on the
 AB8864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8864.degrees latitude (g = 980.6199 gals.).
 AB8864
 AB8864.The modeled gravity was interpolated from observed gravity values.
 AB8864
 AB8864;                    North         East    Units  Estimated Accuracy
 AB8864;SPC SD N     -    63,920.      791,030.      MT  (+/- 180 meters Scaled)
 AB8864
 AB8864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ113153(NAD 83)
 AB8864
 AB8864                          SUPERSEDED SURVEY CONTROL
 AB8864
 AB8864.No superseded survey control is available for this station.
 AB8864
 AB8864_MARKER: DB = BENCH MARK DISK
 AB8864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8864_STAMPING: 14-376.08 1993 1754.62
 AB8864_MARK LOGO: SDDT
 AB8864_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8864+STABILITY: SURFACE MOTION
 AB8864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8864+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8864
 AB8864  HISTORY     - Date     Condition        Report By
 AB8864  HISTORY     - 1993     MONUMENTED       SDDT
 AB8864  HISTORY     - 19940923 GOOD             NGS
 AB8864
 AB8864                          STATION DESCRIPTION
 AB8864
 AB8864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8864'4.0 KM (2.50 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8864'STATE HIGHWAY 25 IN DE SMET, 128.0 M (419.9 FT) EAST OF MILEPOST 376,
 AB8864'22.5 M (73.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) EAST
 AB8864'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT) BELOW THE
 AB8864'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AB8864'FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AB8864'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8862 ***********************************************************************
 AB8862  DESIGNATION -  14 377.06
 AB8862  PID         -  AB8862
 AB8862  STATE/COUNTY-  SD/KINGSBURY
 AB8862  COUNTRY     -  US
 AB8862  USGS QUAD   -  DE SMET (2017)
 AB8862
 AB8862                         *CURRENT SURVEY CONTROL
 AB8862  ______________________________________________________________________
 AB8862* NAD 83(1986) POSITION- 44 22 56.     (N) 097 34 57.     (W)   SCALED
 AB8862* NAVD 88 ORTHO HEIGHT -   541.737 (meters)     1777.35  (feet) ADJUSTED
 AB8862  ______________________________________________________________________
 AB8862  GEOID HEIGHT    -        -25.084 (meters)                     GEOID18
 AB8862  DYNAMIC HEIGHT  -        541.635 (meters)     1777.01  (feet) COMP
 AB8862  MODELED GRAVITY -    980,411.5   (mgal)                       NAVD 88
 AB8862
 AB8862  VERT ORDER      -  FIRST     CLASS II
 AB8862
 AB8862.The horizontal coordinates were scaled from a map and have
 AB8862.an estimated accuracy of +/- 6 seconds.
 AB8862
 AB8862.The orthometric height was determined by differential leveling and
 AB8862.adjusted by the NATIONAL GEODETIC SURVEY
 AB8862.in October 1997.
 AB8862
 AB8862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8862.GEOID18 height accuracy estimate available here.
 AB8862
 AB8862.Click photographs - Photos may exist for this station.
 AB8862
 AB8862.The dynamic height is computed by dividing the NAVD 88
 AB8862.geopotential number by the normal gravity value computed on the
 AB8862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8862.degrees latitude (g = 980.6199 gals.).
 AB8862
 AB8862.The modeled gravity was interpolated from observed gravity values.
 AB8862
 AB8862;                    North         East    Units  Estimated Accuracy
 AB8862;SPC SD N     -    63,870.      792,620.      MT  (+/- 180 meters Scaled)
 AB8862
 AB8862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ129153(NAD 83)
 AB8862
 AB8862                          SUPERSEDED SURVEY CONTROL
 AB8862
 AB8862.No superseded survey control is available for this station.
 AB8862
 AB8862_MARKER: DB = BENCH MARK DISK
 AB8862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8862_STAMPING: 14-377.06 1993 1776.59
 AB8862_MARK LOGO: SDDT
 AB8862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8862+STABILITY: SURFACE MOTION
 AB8862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8862+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8862
 AB8862  HISTORY     - Date     Condition        Report By
 AB8862  HISTORY     - 1993     MONUMENTED       SDDT
 AB8862  HISTORY     - 19940923 GOOD             NGS
 AB8862
 AB8862                          STATION DESCRIPTION
 AB8862
 AB8862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8862'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8862'STATE HIGHWAY 25 IN DE SMET, 100.0 M (328.1 FT) EAST OF MILEPOST 377,
 AB8862'29.3 M (96.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 22.6
 AB8862'M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT) EAST OF A
 AB8862'T-FENCE CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AB8862'(1.3 FT) NORTH OF A FENCE, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, 0.1
 AB8862'M (0.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB8862'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8860 ***********************************************************************
 AB8860  DESIGNATION -  14 378.06
 AB8860  PID         -  AB8860
 AB8860  STATE/COUNTY-  SD/KINGSBURY
 AB8860  COUNTRY     -  US
 AB8860  USGS QUAD   -  DE SMET (2017)
 AB8860
 AB8860                         *CURRENT SURVEY CONTROL
 AB8860  ______________________________________________________________________
 AB8860* NAD 83(1986) POSITION- 44 22 58.     (N) 097 33 46.     (W)   SCALED
 AB8860* NAVD 88 ORTHO HEIGHT -   529.814 (meters)     1738.23  (feet) ADJUSTED
 AB8860  ______________________________________________________________________
 AB8860  GEOID HEIGHT    -        -25.088 (meters)                     GEOID18
 AB8860  DYNAMIC HEIGHT  -        529.713 (meters)     1737.90  (feet) COMP
 AB8860  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 AB8860
 AB8860  VERT ORDER      -  FIRST     CLASS II
 AB8860
 AB8860.The horizontal coordinates were scaled from a map and have
 AB8860.an estimated accuracy of +/- 6 seconds.
 AB8860
 AB8860.The orthometric height was determined by differential leveling and
 AB8860.adjusted by the NATIONAL GEODETIC SURVEY
 AB8860.in October 1997.
 AB8860
 AB8860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8860.GEOID18 height accuracy estimate available here.
 AB8860
 AB8860.Click photographs - Photos may exist for this station.
 AB8860
 AB8860.The dynamic height is computed by dividing the NAVD 88
 AB8860.geopotential number by the normal gravity value computed on the
 AB8860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8860.degrees latitude (g = 980.6199 gals.).
 AB8860
 AB8860.The modeled gravity was interpolated from observed gravity values.
 AB8860
 AB8860;                    North         East    Units  Estimated Accuracy
 AB8860;SPC SD N     -    63,980.      794,190.      MT  (+/- 180 meters Scaled)
 AB8860
 AB8860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ144153(NAD 83)
 AB8860
 AB8860                          SUPERSEDED SURVEY CONTROL
 AB8860
 AB8860.No superseded survey control is available for this station.
 AB8860
 AB8860_MARKER: DB = BENCH MARK DISK
 AB8860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8860_STAMPING: 14-378.06 1737.45
 AB8860_MARK LOGO: SDDT
 AB8860_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8860+STABILITY: SURFACE MOTION
 AB8860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8860+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1994
 AB8860
 AB8860  HISTORY     - Date     Condition        Report By
 AB8860  HISTORY     - UNK      MONUMENTED       SDDT
 AB8860  HISTORY     - 19941013 GOOD             NGS
 AB8860
 AB8860                          STATION DESCRIPTION
 AB8860
 AB8860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8860'IN DE SMET, AT THE INTERSECTION OF U.S. HIGHWAY 14 AND PRAIRIE AVENUE,
 AB8860'103.0 M (337.9 FT) EAST OF MILEPOST 378, 22.3 M (73.2 FT) WEST OF THE
 AB8860'AVENUE CENTER, 19.4 M (63.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M
 AB8860'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 AB8860'WITNESS POST AND FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 AB8860'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8858 ***********************************************************************
 AB8858  DESIGNATION -  14 379.39
 AB8858  PID         -  AB8858
 AB8858  STATE/COUNTY-  SD/KINGSBURY
 AB8858  COUNTRY     -  US
 AB8858  USGS QUAD   -  DE SMET (2017)
 AB8858
 AB8858                         *CURRENT SURVEY CONTROL
 AB8858  ______________________________________________________________________
 AB8858* NAD 83(1986) POSITION- 44 22 35.     (N) 097 32 30.     (W)   SCALED
 AB8858* NAVD 88 ORTHO HEIGHT -   517.387 (meters)     1697.46  (feet) ADJUSTED
 AB8858  ______________________________________________________________________
 AB8858  GEOID HEIGHT    -        -25.106 (meters)                     GEOID18
 AB8858  DYNAMIC HEIGHT  -        517.288 (meters)     1697.14  (feet) COMP
 AB8858  MODELED GRAVITY -    980,409.2   (mgal)                       NAVD 88
 AB8858
 AB8858  VERT ORDER      -  FIRST     CLASS II
 AB8858
 AB8858.The horizontal coordinates were scaled from a map and have
 AB8858.an estimated accuracy of +/- 6 seconds.
 AB8858
 AB8858.The orthometric height was determined by differential leveling and
 AB8858.adjusted by the NATIONAL GEODETIC SURVEY
 AB8858.in October 1997.
 AB8858
 AB8858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8858.GEOID18 height accuracy estimate available here.
 AB8858
 AB8858.Click photographs - Photos may exist for this station.
 AB8858
 AB8858.The dynamic height is computed by dividing the NAVD 88
 AB8858.geopotential number by the normal gravity value computed on the
 AB8858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8858.degrees latitude (g = 980.6199 gals.).
 AB8858
 AB8858.The modeled gravity was interpolated from observed gravity values.
 AB8858
 AB8858;                    North         East    Units  Estimated Accuracy
 AB8858;SPC SD N     -    63,320.      795,890.      MT  (+/- 180 meters Scaled)
 AB8858
 AB8858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ161147(NAD 83)
 AB8858
 AB8858                          SUPERSEDED SURVEY CONTROL
 AB8858
 AB8858.No superseded survey control is available for this station.
 AB8858
 AB8858_MARKER: DB = BENCH MARK DISK
 AB8858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8858_STAMPING: 14-379.39 1994 1696.63
 AB8858_MARK LOGO: SDDT
 AB8858_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8858+STABILITY: SURFACE MOTION
 AB8858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8858+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8858
 AB8858  HISTORY     - Date     Condition        Report By
 AB8858  HISTORY     - 1994     MONUMENTED       SDDT
 AB8858  HISTORY     - 19940923 GOOD             NGS
 AB8858
 AB8858                          STATION DESCRIPTION
 AB8858
 AB8858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8858'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8858'STATE HIGHWAY 25 IN DE SMET, 608.0 M (1994.7 FT) EAST OF MILEPOST 379,
 AB8858'22.4 M (73.5 FT) EAST OF THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT)
 AB8858'SOUTHEAST OF THE CENTER OF A TRACK ROAD, 1.4 M (4.6 FT) BELOW THE
 AB8858'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, 0.2
 AB8858'M (0.7 FT) SOUTHWEST OF A WITNESS POST AND A RIGHT-OF-WAY POST, AND
 AB8858'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8857 ***********************************************************************
 AB8857  DESIGNATION -  14 380.45
 AB8857  PID         -  AB8857
 AB8857  STATE/COUNTY-  SD/KINGSBURY
 AB8857  COUNTRY     -  US
 AB8857  USGS QUAD   -  DE SMET SE (2017)
 AB8857
 AB8857                         *CURRENT SURVEY CONTROL
 AB8857  ______________________________________________________________________
 AB8857* NAD 83(1986) POSITION- 44 22 22.     (N) 097 31 21.     (W)   SCALED
 AB8857* NAVD 88 ORTHO HEIGHT -   523.159 (meters)     1716.40  (feet) ADJUSTED
 AB8857  ______________________________________________________________________
 AB8857  GEOID HEIGHT    -        -25.116 (meters)                     GEOID18
 AB8857  DYNAMIC HEIGHT  -        523.058 (meters)     1716.07  (feet) COMP
 AB8857  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 AB8857
 AB8857  VERT ORDER      -  FIRST     CLASS II
 AB8857
 AB8857.The horizontal coordinates were scaled from a map and have
 AB8857.an estimated accuracy of +/- 6 seconds.
 AB8857
 AB8857.The orthometric height was determined by differential leveling and
 AB8857.adjusted by the NATIONAL GEODETIC SURVEY
 AB8857.in October 1997.
 AB8857
 AB8857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8857.GEOID18 height accuracy estimate available here.
 AB8857
 AB8857.Click photographs - Photos may exist for this station.
 AB8857
 AB8857.The dynamic height is computed by dividing the NAVD 88
 AB8857.geopotential number by the normal gravity value computed on the
 AB8857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8857.degrees latitude (g = 980.6199 gals.).
 AB8857
 AB8857.The modeled gravity was interpolated from observed gravity values.
 AB8857
 AB8857;                    North         East    Units  Estimated Accuracy
 AB8857;SPC SD N     -    62,970.      797,430.      MT  (+/- 180 meters Scaled)
 AB8857
 AB8857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ177143(NAD 83)
 AB8857
 AB8857                          SUPERSEDED SURVEY CONTROL
 AB8857
 AB8857.No superseded survey control is available for this station.
 AB8857
 AB8857_MARKER: DB = BENCH MARK DISK
 AB8857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8857_STAMPING: 14-380.45 1994 1715.54
 AB8857_MARK LOGO: SDDT
 AB8857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8857+STABILITY: SURFACE MOTION
 AB8857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8857+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8857
 AB8857  HISTORY     - Date     Condition        Report By
 AB8857  HISTORY     - 1994     MONUMENTED       SDDT
 AB8857  HISTORY     - 19940923 GOOD             NGS
 AB8857
 AB8857                          STATION DESCRIPTION
 AB8857
 AB8857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8857'2.9 KM (1.80 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8857'STATE HIGHWAY 25 IN DE SMET, 710.0 M (2329.4 FT) EAST OF MILEPOST 380,
 AB8857'22.9 M (75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) WEST
 AB8857'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE
 AB8857'LEVEL 0F THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND THE
 AB8857'CENTER OF 3 BRACED FENCE POSTS, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AB8857'POST, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 AB8857'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8855 ***********************************************************************
 AB8855  DESIGNATION -  14 381.49
 AB8855  PID         -  AB8855
 AB8855  STATE/COUNTY-  SD/KINGSBURY
 AB8855  COUNTRY     -  US
 AB8855  USGS QUAD   -  DE SMET SE (2017)
 AB8855
 AB8855                         *CURRENT SURVEY CONTROL
 AB8855  ______________________________________________________________________
 AB8855* NAD 83(1986) POSITION- 44 22 21.     (N) 097 30 06.     (W)   SCALED
 AB8855* NAVD 88 ORTHO HEIGHT -   517.078 (meters)     1696.45  (feet) ADJUSTED
 AB8855  ______________________________________________________________________
 AB8855  GEOID HEIGHT    -        -25.121 (meters)                     GEOID18
 AB8855  DYNAMIC HEIGHT  -        516.978 (meters)     1696.12  (feet) COMP
 AB8855  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 AB8855
 AB8855  VERT ORDER      -  FIRST     CLASS II
 AB8855
 AB8855.The horizontal coordinates were scaled from a map and have
 AB8855.an estimated accuracy of +/- 6 seconds.
 AB8855
 AB8855.The orthometric height was determined by differential leveling and
 AB8855.adjusted by the NATIONAL GEODETIC SURVEY
 AB8855.in October 1997.
 AB8855
 AB8855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8855.GEOID18 height accuracy estimate available here.
 AB8855
 AB8855.Click photographs - Photos may exist for this station.
 AB8855
 AB8855.The dynamic height is computed by dividing the NAVD 88
 AB8855.geopotential number by the normal gravity value computed on the
 AB8855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8855.degrees latitude (g = 980.6199 gals.).
 AB8855
 AB8855.The modeled gravity was interpolated from observed gravity values.
 AB8855
 AB8855;                    North         East    Units  Estimated Accuracy
 AB8855;SPC SD N     -    62,990.      799,090.      MT  (+/- 180 meters Scaled)
 AB8855
 AB8855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ193143(NAD 83)
 AB8855
 AB8855                          SUPERSEDED SURVEY CONTROL
 AB8855
 AB8855.No superseded survey control is available for this station.
 AB8855
 AB8855_MARKER: DB = BENCH MARK DISK
 AB8855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8855_STAMPING: 14-381.49 1994 1695.54
 AB8855_MARK LOGO: SDDT
 AB8855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8855+STABILITY: SURFACE MOTION
 AB8855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8855+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8855
 AB8855  HISTORY     - Date     Condition        Report By
 AB8855  HISTORY     - 1994     MONUMENTED       SDDT
 AB8855  HISTORY     - 19940923 GOOD             NGS
 AB8855
 AB8855                          STATION DESCRIPTION
 AB8855
 AB8855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8855'4.6 KM (2.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8855'STATE HIGHWAY 25 IN DE SMET, 773.0 M (2536.1 FT) EAST OF MILEPOST 381,
 AB8855'27.5 M (90.2 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AB8855'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND A T-FENCE CORNER,
 AB8855'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF
 AB8855'A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 AB8855'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8854 ***********************************************************************
 AB8854  DESIGNATION -  14 382.53
 AB8854  PID         -  AB8854
 AB8854  STATE/COUNTY-  SD/KINGSBURY
 AB8854  COUNTRY     -  US
 AB8854  USGS QUAD   -  LAKE PRESTON WEST (2017)
 AB8854
 AB8854                         *CURRENT SURVEY CONTROL
 AB8854  ______________________________________________________________________
 AB8854* NAD 83(1986) POSITION- 44 22 08.     (N) 097 28 55.     (W)   SCALED
 AB8854* NAVD 88 ORTHO HEIGHT -   520.878 (meters)     1708.91  (feet) ADJUSTED
 AB8854  ______________________________________________________________________
 AB8854  GEOID HEIGHT    -        -25.130 (meters)                     GEOID18
 AB8854  DYNAMIC HEIGHT  -        520.777 (meters)     1708.58  (feet) COMP
 AB8854  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 AB8854
 AB8854  VERT ORDER      -  FIRST     CLASS II
 AB8854
 AB8854.The horizontal coordinates were scaled from a map and have
 AB8854.an estimated accuracy of +/- 6 seconds.
 AB8854
 AB8854.The orthometric height was determined by differential leveling and
 AB8854.adjusted by the NATIONAL GEODETIC SURVEY
 AB8854.in October 1997.
 AB8854
 AB8854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8854.GEOID18 height accuracy estimate available here.
 AB8854
 AB8854.Click photographs - Photos may exist for this station.
 AB8854
 AB8854.The dynamic height is computed by dividing the NAVD 88
 AB8854.geopotential number by the normal gravity value computed on the
 AB8854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8854.degrees latitude (g = 980.6199 gals.).
 AB8854
 AB8854.The modeled gravity was interpolated from observed gravity values.
 AB8854
 AB8854;                    North         East    Units  Estimated Accuracy
 AB8854;SPC SD N     -    62,630.      800,680.      MT  (+/- 180 meters Scaled)
 AB8854
 AB8854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ209139(NAD 83)
 AB8854
 AB8854                          SUPERSEDED SURVEY CONTROL
 AB8854
 AB8854.No superseded survey control is available for this station.
 AB8854
 AB8854_MARKER: DB = BENCH MARK DISK
 AB8854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8854_STAMPING: 14-382.53 1994 1708.00
 AB8854_MARK LOGO: SDDT
 AB8854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8854+STABILITY: SURFACE MOTION
 AB8854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8854+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8854
 AB8854  HISTORY     - Date     Condition        Report By
 AB8854  HISTORY     - 1994     MONUMENTED       SDDT
 AB8854  HISTORY     - 19940923 GOOD             NGS
 AB8854
 AB8854                          STATION DESCRIPTION
 AB8854
 AB8854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8854'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8854'STATE HIGHWAY 25 IN DE SMET, 778.0 M (2552.5 FT) WEST OF MILEPOST 383,
 AB8854'22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) WEST
 AB8854'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT) BELOW THE
 AB8854'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND THE
 AB8854'CENTER OF 3 BRACED FENCE POSTS, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AB8854'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8853 ***********************************************************************
 AB8853  DESIGNATION -  14 383.70
 AB8853  PID         -  AB8853
 AB8853  STATE/COUNTY-  SD/KINGSBURY
 AB8853  COUNTRY     -  US
 AB8853  USGS QUAD   -  LAKE PRESTON WEST (2017)
 AB8853
 AB8853                         *CURRENT SURVEY CONTROL
 AB8853  ______________________________________________________________________
 AB8853* NAD 83(1986) POSITION- 44 22 08.     (N) 097 27 30.     (W)   SCALED
 AB8853* NAVD 88 ORTHO HEIGHT -   525.235 (meters)     1723.21  (feet) ADJUSTED
 AB8853  ______________________________________________________________________
 AB8853  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 AB8853  DYNAMIC HEIGHT  -        525.133 (meters)     1722.87  (feet) COMP
 AB8853  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 AB8853
 AB8853  VERT ORDER      -  FIRST     CLASS II
 AB8853
 AB8853.The horizontal coordinates were scaled from a map and have
 AB8853.an estimated accuracy of +/- 6 seconds.
 AB8853
 AB8853.The orthometric height was determined by differential leveling and
 AB8853.adjusted by the NATIONAL GEODETIC SURVEY
 AB8853.in October 1997.
 AB8853
 AB8853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8853.GEOID18 height accuracy estimate available here.
 AB8853
 AB8853.Click photographs - Photos may exist for this station.
 AB8853
 AB8853.The dynamic height is computed by dividing the NAVD 88
 AB8853.geopotential number by the normal gravity value computed on the
 AB8853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8853.degrees latitude (g = 980.6199 gals.).
 AB8853
 AB8853.The modeled gravity was interpolated from observed gravity values.
 AB8853
 AB8853;                    North         East    Units  Estimated Accuracy
 AB8853;SPC SD N     -    62,690.      802,560.      MT  (+/- 180 meters Scaled)
 AB8853
 AB8853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ228140(NAD 83)
 AB8853
 AB8853                          SUPERSEDED SURVEY CONTROL
 AB8853
 AB8853.No superseded survey control is available for this station.
 AB8853
 AB8853_MARKER: DB = BENCH MARK DISK
 AB8853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8853_STAMPING: 14-383.70 1994 1722.29
 AB8853_MARK LOGO: SDDT
 AB8853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8853+STABILITY: SURFACE MOTION
 AB8853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8853+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8853
 AB8853  HISTORY     - Date     Condition        Report By
 AB8853  HISTORY     - 1994     MONUMENTED       SDDT
 AB8853  HISTORY     - 19940923 GOOD             NGS
 AB8853
 AB8853                          STATION DESCRIPTION
 AB8853
 AB8853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8853'8.1 KM (5.05 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8853'STATE HIGHWAY 25 IN DE SMET, 506.0 M (1660.1 FT) WEST OF MILEPOST 384,
 AB8853'22.3 M (73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) WEST
 AB8853'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 5.9 M (19.4 FT) EAST OF A
 AB8853'UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AB8853'(1.3 FT) SOUTH OF A WITNESS POST AND THE CENTER OF 3 BRACED FENCE
 AB8853'POSTS, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AB8853'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8852 ***********************************************************************
 AB8852  DESIGNATION -  14 384.54
 AB8852  PID         -  AB8852
 AB8852  STATE/COUNTY-  SD/KINGSBURY
 AB8852  COUNTRY     -  US
 AB8852  USGS QUAD   -  LAKE PRESTON WEST (2017)
 AB8852
 AB8852                         *CURRENT SURVEY CONTROL
 AB8852  ______________________________________________________________________
 AB8852* NAD 83(1986) POSITION- 44 22 08.     (N) 097 26 27.     (W)   SCALED
 AB8852* NAVD 88 ORTHO HEIGHT -   529.345 (meters)     1736.69  (feet) ADJUSTED
 AB8852  ______________________________________________________________________
 AB8852  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 AB8852  DYNAMIC HEIGHT  -        529.243 (meters)     1736.36  (feet) COMP
 AB8852  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 AB8852
 AB8852  VERT ORDER      -  FIRST     CLASS II
 AB8852
 AB8852.The horizontal coordinates were scaled from a map and have
 AB8852.an estimated accuracy of +/- 6 seconds.
 AB8852
 AB8852.The orthometric height was determined by differential leveling and
 AB8852.adjusted by the NATIONAL GEODETIC SURVEY
 AB8852.in October 1997.
 AB8852
 AB8852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8852.GEOID18 height accuracy estimate available here.
 AB8852
 AB8852.Click photographs - Photos may exist for this station.
 AB8852
 AB8852.The dynamic height is computed by dividing the NAVD 88
 AB8852.geopotential number by the normal gravity value computed on the
 AB8852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8852.degrees latitude (g = 980.6199 gals.).
 AB8852
 AB8852.The modeled gravity was interpolated from observed gravity values.
 AB8852
 AB8852;                    North         East    Units  Estimated Accuracy
 AB8852;SPC SD N     -    62,740.      803,950.      MT  (+/- 180 meters Scaled)
 AB8852
 AB8852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ242140(NAD 83)
 AB8852
 AB8852                          SUPERSEDED SURVEY CONTROL
 AB8852
 AB8852.No superseded survey control is available for this station.
 AB8852
 AB8852_MARKER: DB = BENCH MARK DISK
 AB8852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8852_STAMPING: 14-384.54 1994 1735.79
 AB8852_MARK LOGO: SDDT
 AB8852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8852+STABILITY: SURFACE MOTION
 AB8852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8852+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8852
 AB8852  HISTORY     - Date     Condition        Report By
 AB8852  HISTORY     - 1994     MONUMENTED       SDDT
 AB8852  HISTORY     - 19940923 GOOD             NGS
 AB8852
 AB8852                          STATION DESCRIPTION
 AB8852
 AB8852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8852'9.8 KM (6.10 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8852'STATE HIGHWAY 25 IN DE SMET, 0.8 KM (0.50 MI) WEST OF MILEPOST 385,
 AB8852'22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) EAST
 AB8852'OF A FIELD ENTRANCE, 2.8 M (9.2 FT) WEST OF UTILITY POLE NUMBER 60,
 AB8852'2.7 M (8.9 FT) EAST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 AB8852'LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND THE
 AB8852'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8851 ***********************************************************************
 AB8851  DESIGNATION -  14 385.61
 AB8851  PID         -  AB8851
 AB8851  STATE/COUNTY-  SD/KINGSBURY
 AB8851  COUNTRY     -  US
 AB8851  USGS QUAD   -  LAKE PRESTON WEST (2017)
 AB8851
 AB8851                         *CURRENT SURVEY CONTROL
 AB8851  ______________________________________________________________________
 AB8851* NAD 83(1986) POSITION- 44 21 55.     (N) 097 25 14.     (W)   SCALED
 AB8851* NAVD 88 ORTHO HEIGHT -   522.489 (meters)     1714.20  (feet) ADJUSTED
 AB8851  ______________________________________________________________________
 AB8851  GEOID HEIGHT    -        -25.146 (meters)                     GEOID18
 AB8851  DYNAMIC HEIGHT  -        522.388 (meters)     1713.87  (feet) COMP
 AB8851  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 AB8851
 AB8851  VERT ORDER      -  FIRST     CLASS II
 AB8851
 AB8851.The horizontal coordinates were scaled from a map and have
 AB8851.an estimated accuracy of +/- 6 seconds.
 AB8851
 AB8851.The orthometric height was determined by differential leveling and
 AB8851.adjusted by the NATIONAL GEODETIC SURVEY
 AB8851.in October 1997.
 AB8851
 AB8851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8851.GEOID18 height accuracy estimate available here.
 AB8851
 AB8851.Click photographs - Photos may exist for this station.
 AB8851
 AB8851.The dynamic height is computed by dividing the NAVD 88
 AB8851.geopotential number by the normal gravity value computed on the
 AB8851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8851.degrees latitude (g = 980.6199 gals.).
 AB8851
 AB8851.The modeled gravity was interpolated from observed gravity values.
 AB8851
 AB8851;                    North         East    Units  Estimated Accuracy
 AB8851;SPC SD N     -    62,390.      805,580.      MT  (+/- 180 meters Scaled)
 AB8851
 AB8851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ258136(NAD 83)
 AB8851
 AB8851                          SUPERSEDED SURVEY CONTROL
 AB8851
 AB8851.No superseded survey control is available for this station.
 AB8851
 AB8851_MARKER: DB = BENCH MARK DISK
 AB8851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8851_STAMPING: 14-385.61
 AB8851_MARK LOGO: SDDT
 AB8851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8851+STABILITY: SURFACE MOTION
 AB8851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8851+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8851
 AB8851  HISTORY     - Date     Condition        Report By
 AB8851  HISTORY     - UNK      MONUMENTED       SDDT
 AB8851  HISTORY     - 19940923 GOOD             NGS
 AB8851
 AB8851                          STATION DESCRIPTION
 AB8851
 AB8851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8851'11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8851'STATE HIGHWAY 25 IN DE SMET, 628.0 M (2060.4 FT) WEST OF MILEPOST 386,
 AB8851'31.9 M (104.7 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 AB8851'27.0 M (88.6 FT) EAST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) BELOW
 AB8851'THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) WEST OF A UTILITY POLE, 0.3 M
 AB8851'(1.0 FT) SOUTHWEST OF A FENCE CORNER, 0.2 M (0.7 FT) EAST OF A WITNESS
 AB8851'POST, 0.1 M (0.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AB8851'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8850 ***********************************************************************
 AB8850  DESIGNATION -  14 386.71
 AB8850  PID         -  AB8850
 AB8850  STATE/COUNTY-  SD/KINGSBURY
 AB8850  COUNTRY     -  US
 AB8850  USGS QUAD   -  LAKE PRESTON WEST (2017)
 AB8850
 AB8850                         *CURRENT SURVEY CONTROL
 AB8850  ______________________________________________________________________
 AB8850* NAD 83(1986) POSITION- 44 21 42.     (N) 097 24 04.     (W)   SCALED
 AB8850* NAVD 88 ORTHO HEIGHT -   530.378 (meters)     1740.08  (feet) ADJUSTED
 AB8850  ______________________________________________________________________
 AB8850  GEOID HEIGHT    -        -25.154 (meters)                     GEOID18
 AB8850  DYNAMIC HEIGHT  -        530.276 (meters)     1739.75  (feet) COMP
 AB8850  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 AB8850
 AB8850  VERT ORDER      -  FIRST     CLASS II
 AB8850
 AB8850.The horizontal coordinates were scaled from a map and have
 AB8850.an estimated accuracy of +/- 6 seconds.
 AB8850
 AB8850.The orthometric height was determined by differential leveling and
 AB8850.adjusted by the NATIONAL GEODETIC SURVEY
 AB8850.in October 1997.
 AB8850
 AB8850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8850.GEOID18 height accuracy estimate available here.
 AB8850
 AB8850.Click photographs - Photos may exist for this station.
 AB8850
 AB8850.The dynamic height is computed by dividing the NAVD 88
 AB8850.geopotential number by the normal gravity value computed on the
 AB8850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8850.degrees latitude (g = 980.6199 gals.).
 AB8850
 AB8850.The modeled gravity was interpolated from observed gravity values.
 AB8850
 AB8850;                    North         East    Units  Estimated Accuracy
 AB8850;SPC SD N     -    62,040.      807,140.      MT  (+/- 180 meters Scaled)
 AB8850
 AB8850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ274132(NAD 83)
 AB8850
 AB8850                          SUPERSEDED SURVEY CONTROL
 AB8850
 AB8850.No superseded survey control is available for this station.
 AB8850
 AB8850_MARKER: DB = BENCH MARK DISK
 AB8850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8850_STAMPING: 14-386.71
 AB8850_MARK LOGO: SDDT
 AB8850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8850+STABILITY: SURFACE MOTION
 AB8850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8850+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 AB8850
 AB8850  HISTORY     - Date     Condition        Report By
 AB8850  HISTORY     - UNK      MONUMENTED       SDDT
 AB8850  HISTORY     - 19940923 GOOD             NGS
 AB8850
 AB8850                          STATION DESCRIPTION
 AB8850
 AB8850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8850'13.0 KM (8.05 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8850'STATE HIGHWAY 25 IN DE SMET, 442.0 M (1450.1 FT) WEST OF MILEPOST 387,
 AB8850'22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT) WEST
 AB8850'OF A UTILITY POLE, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE CORNER, 0.3 M
 AB8850'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, O.3 M SOUTH OF A FENCE, 0.2 M
 AB8850'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 AB8850'(0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8848 ***********************************************************************
 AB8848  DESIGNATION -  14 388.69
 AB8848  PID         -  AB8848
 AB8848  STATE/COUNTY-  SD/KINGSBURY
 AB8848  COUNTRY     -  US
 AB8848  USGS QUAD   -  LAKE PRESTON EAST (2017)
 AB8848
 AB8848                         *CURRENT SURVEY CONTROL
 AB8848  ______________________________________________________________________
 AB8848* NAD 83(1986) POSITION- 44 21 41.     (N) 097 21 41.     (W)   SCALED
 AB8848* NAVD 88 ORTHO HEIGHT -   520.802 (meters)     1708.66  (feet) ADJUSTED
 AB8848  ______________________________________________________________________
 AB8848  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 AB8848  DYNAMIC HEIGHT  -        520.702 (meters)     1708.34  (feet) COMP
 AB8848  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 AB8848
 AB8848  VERT ORDER      -  FIRST     CLASS II
 AB8848
 AB8848.The horizontal coordinates were scaled from a map and have
 AB8848.an estimated accuracy of +/- 6 seconds.
 AB8848
 AB8848.The orthometric height was determined by differential leveling and
 AB8848.adjusted by the NATIONAL GEODETIC SURVEY
 AB8848.in October 1997.
 AB8848
 AB8848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8848.GEOID18 height accuracy estimate available here.
 AB8848
 AB8848.Click photographs - Photos may exist for this station.
 AB8848
 AB8848.The dynamic height is computed by dividing the NAVD 88
 AB8848.geopotential number by the normal gravity value computed on the
 AB8848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8848.degrees latitude (g = 980.6199 gals.).
 AB8848
 AB8848.The modeled gravity was interpolated from observed gravity values.
 AB8848
 AB8848;                    North         East    Units  Estimated Accuracy
 AB8848;SPC SD N     -    62,110.      810,310.      MT  (+/- 180 meters Scaled)
 AB8848
 AB8848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ305133(NAD 83)
 AB8848
 AB8848                          SUPERSEDED SURVEY CONTROL
 AB8848
 AB8848.No superseded survey control is available for this station.
 AB8848
 AB8848_MARKER: DB = BENCH MARK DISK
 AB8848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8848_STAMPING: 14-388.69
 AB8848_MARK LOGO: SDDT
 AB8848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8848+STABILITY: SURFACE MOTION
 AB8848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8848+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8848
 AB8848  HISTORY     - Date     Condition        Report By
 AB8848  HISTORY     - UNK      MONUMENTED       SDDT
 AB8848  HISTORY     - 19940922 GOOD             NGS
 AB8848
 AB8848                          STATION DESCRIPTION
 AB8848
 AB8848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8848'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8848'IN ARLINGTON, THENCE 18.6 KM (11.55 MI) WESTERLY ALONG U.S. HIGHWAY
 AB8848'14, 485.0 M (1591.2 FT) WEST OF MILEPOST 389, 34.2 M (112.2 FT) WEST
 AB8848'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 22.0 M (72.2 FT) NORTH OF
 AB8848'THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) SOUTHEAST OF A UTILITY POLE,
 AB8848'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF
 AB8848'A T-FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3
 AB8848'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8848'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8847 ***********************************************************************
 AB8847  DESIGNATION -  14 389.60
 AB8847  PID         -  AB8847
 AB8847  STATE/COUNTY-  SD/KINGSBURY
 AB8847  COUNTRY     -  US
 AB8847  USGS QUAD   -  LAKE PRESTON EAST (2017)
 AB8847
 AB8847                         *CURRENT SURVEY CONTROL
 AB8847  ______________________________________________________________________
 AB8847* NAD 83(1986) POSITION- 44 21 41.     (N) 097 20 28.     (W)   SCALED
 AB8847* NAVD 88 ORTHO HEIGHT -   521.235 (meters)     1710.09  (feet) ADJUSTED
 AB8847  ______________________________________________________________________
 AB8847  GEOID HEIGHT    -        -25.161 (meters)                     GEOID18
 AB8847  DYNAMIC HEIGHT  -        521.134 (meters)     1709.75  (feet) COMP
 AB8847  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 AB8847
 AB8847  VERT ORDER      -  FIRST     CLASS II
 AB8847
 AB8847.The horizontal coordinates were scaled from a map and have
 AB8847.an estimated accuracy of +/- 6 seconds.
 AB8847
 AB8847.The orthometric height was determined by differential leveling and
 AB8847.adjusted by the NATIONAL GEODETIC SURVEY
 AB8847.in October 1997.
 AB8847
 AB8847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8847.GEOID18 height accuracy estimate available here.
 AB8847
 AB8847.Click photographs - Photos may exist for this station.
 AB8847
 AB8847.The dynamic height is computed by dividing the NAVD 88
 AB8847.geopotential number by the normal gravity value computed on the
 AB8847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8847.degrees latitude (g = 980.6199 gals.).
 AB8847
 AB8847.The modeled gravity was interpolated from observed gravity values.
 AB8847
 AB8847;                    North         East    Units  Estimated Accuracy
 AB8847;SPC SD N     -    62,160.      811,930.      MT  (+/- 180 meters Scaled)
 AB8847
 AB8847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ321133(NAD 83)
 AB8847
 AB8847                          SUPERSEDED SURVEY CONTROL
 AB8847
 AB8847.No superseded survey control is available for this station.
 AB8847
 AB8847_MARKER: DB = BENCH MARK DISK
 AB8847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8847_STAMPING: 14-389.60
 AB8847_MARK LOGO: SDDT
 AB8847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8847+STABILITY: SURFACE MOTION
 AB8847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8847+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8847
 AB8847  HISTORY     - Date     Condition        Report By
 AB8847  HISTORY     - UNK      MONUMENTED       SDDT
 AB8847  HISTORY     - 19940922 GOOD             NGS
 AB8847
 AB8847                          STATION DESCRIPTION
 AB8847
 AB8847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8847'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8847'IN ARLINGTON, THENCE 17.0 KM (10.55 MI) WESTERLY ALONG U.S. HIGHWAY
 AB8847'14, 480.0 M (1574.8 FT) WEST OF MILEPOST 390, 27.7 M (90.9 FT) NORTH
 AB8847'OF THE HIGHWAY CENTERLINE, 19.7 M (64.6 FT) EAST OF A UTILITY POLE,
 AB8847'1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AB8847'SOUTHWEST OF THE CENTER OF 3 BRACED FENCE POSTS, 0.3 M (1.0 FT) SOUTH
 AB8847'OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST,
 AB8847'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8846 ***********************************************************************
 AB8846  DESIGNATION -  14 390.71
 AB8846  PID         -  AB8846
 AB8846  STATE/COUNTY-  SD/KINGSBURY
 AB8846  COUNTRY     -  US
 AB8846  USGS QUAD   -  LAKE PRESTON EAST (2017)
 AB8846
 AB8846                         *CURRENT SURVEY CONTROL
 AB8846  ______________________________________________________________________
 AB8846* NAD 83(1986) POSITION- 44 21 42.     (N) 097 19 16.     (W)   SCALED
 AB8846* NAVD 88 ORTHO HEIGHT -   523.634 (meters)     1717.96  (feet) ADJUSTED
 AB8846  ______________________________________________________________________
 AB8846  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 AB8846  DYNAMIC HEIGHT  -        523.533 (meters)     1717.62  (feet) COMP
 AB8846  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 AB8846
 AB8846  VERT ORDER      -  FIRST     CLASS II
 AB8846
 AB8846.The horizontal coordinates were scaled from a map and have
 AB8846.an estimated accuracy of +/- 6 seconds.
 AB8846
 AB8846.The orthometric height was determined by differential leveling and
 AB8846.adjusted by the NATIONAL GEODETIC SURVEY
 AB8846.in October 1997.
 AB8846
 AB8846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8846.GEOID18 height accuracy estimate available here.
 AB8846
 AB8846.Click photographs - Photos may exist for this station.
 AB8846
 AB8846.The dynamic height is computed by dividing the NAVD 88
 AB8846.geopotential number by the normal gravity value computed on the
 AB8846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8846.degrees latitude (g = 980.6199 gals.).
 AB8846
 AB8846.The modeled gravity was interpolated from observed gravity values.
 AB8846
 AB8846;                    North         East    Units  Estimated Accuracy
 AB8846;SPC SD N     -    62,240.      813,520.      MT  (+/- 180 meters Scaled)
 AB8846
 AB8846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ337134(NAD 83)
 AB8846
 AB8846                          SUPERSEDED SURVEY CONTROL
 AB8846
 AB8846.No superseded survey control is available for this station.
 AB8846
 AB8846_MARKER: DB = BENCH MARK DISK
 AB8846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8846_STAMPING: 14-390.71
 AB8846_MARK LOGO: SDDT
 AB8846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8846+STABILITY: SURFACE MOTION
 AB8846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8846+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8846
 AB8846  HISTORY     - Date     Condition        Report By
 AB8846  HISTORY     - UNK      MONUMENTED       SDDT
 AB8846  HISTORY     - 19940922 GOOD             NGS
 AB8846
 AB8846                          STATION DESCRIPTION
 AB8846
 AB8846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8846'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8846'IN ARLINGTON, THENCE 14.6 KM (9.05 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8846'453.0 M (1486.2 FT) WEST OF MILEPOST 391, 22.7 M (74.5 FT) NORTH OF
 AB8846'THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) WEST OF A UTILITY POLE WITH A
 AB8846'GUY CABLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AB8846'FT) SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) NORTH OF A
 AB8846'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8844 ***********************************************************************
 AB8844  DESIGNATION -  14 391.73
 AB8844  PID         -  AB8844
 AB8844  STATE/COUNTY-  SD/KINGSBURY
 AB8844  COUNTRY     -  US
 AB8844  USGS QUAD   -  LAKE PRESTON EAST (2017)
 AB8844
 AB8844                         *CURRENT SURVEY CONTROL
 AB8844  ______________________________________________________________________
 AB8844* NAD 83(1986) POSITION- 44 21 42.     (N) 097 18 03.     (W)   SCALED
 AB8844* NAVD 88 ORTHO HEIGHT -   529.266 (meters)     1736.43  (feet) ADJUSTED
 AB8844  ______________________________________________________________________
 AB8844  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 AB8844  DYNAMIC HEIGHT  -        529.164 (meters)     1736.10  (feet) COMP
 AB8844  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 AB8844
 AB8844  VERT ORDER      -  FIRST     CLASS II
 AB8844
 AB8844.The horizontal coordinates were scaled from a map and have
 AB8844.an estimated accuracy of +/- 6 seconds.
 AB8844
 AB8844.The orthometric height was determined by differential leveling and
 AB8844.adjusted by the NATIONAL GEODETIC SURVEY
 AB8844.in October 1997.
 AB8844
 AB8844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8844.GEOID18 height accuracy estimate available here.
 AB8844
 AB8844.Click photographs - Photos may exist for this station.
 AB8844
 AB8844.The dynamic height is computed by dividing the NAVD 88
 AB8844.geopotential number by the normal gravity value computed on the
 AB8844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8844.degrees latitude (g = 980.6199 gals.).
 AB8844
 AB8844.The modeled gravity was interpolated from observed gravity values.
 AB8844
 AB8844;                    North         East    Units  Estimated Accuracy
 AB8844;SPC SD N     -    62,300.      815,130.      MT  (+/- 180 meters Scaled)
 AB8844
 AB8844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ353134(NAD 83)
 AB8844
 AB8844                          SUPERSEDED SURVEY CONTROL
 AB8844
 AB8844.No superseded survey control is available for this station.
 AB8844
 AB8844_MARKER: DB = BENCH MARK DISK
 AB8844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8844_STAMPING: 14-391.73
 AB8844_MARK LOGO: SDDT
 AB8844_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8844+STABILITY: SURFACE MOTION
 AB8844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8844+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8844
 AB8844  HISTORY     - Date     Condition        Report By
 AB8844  HISTORY     - UNK      MONUMENTED       SDDT
 AB8844  HISTORY     - 19940922 GOOD             NGS
 AB8844
 AB8844                          STATION DESCRIPTION
 AB8844
 AB8844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8844'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8844'IN ARLINGTON, THENCE 13.8 KM (8.55 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8844'361.0 M (1184.4 FT) WEST OF MILEPOST 392, 37.7 M (123.7 FT) WEST OF A
 AB8844'UTILITY POLE WITH 2 GUY CABLES, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY
 AB8844'CENTERLINE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AB8844'FT) SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) NORTH OF A
 AB8844'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8843 ***********************************************************************
 AB8843  DESIGNATION -  14 392.87
 AB8843  PID         -  AB8843
 AB8843  STATE/COUNTY-  SD/KINGSBURY
 AB8843  COUNTRY     -  US
 AB8843  USGS QUAD   -  LAKE PRESTON EAST (2017)
 AB8843
 AB8843                         *CURRENT SURVEY CONTROL
 AB8843  ______________________________________________________________________
 AB8843* NAD 83(1986) POSITION- 44 21 43.     (N) 097 16 50.     (W)   SCALED
 AB8843* NAVD 88 ORTHO HEIGHT -   524.344 (meters)     1720.29  (feet) ADJUSTED
 AB8843  ______________________________________________________________________
 AB8843  GEOID HEIGHT    -        -25.157 (meters)                     GEOID18
 AB8843  DYNAMIC HEIGHT  -        524.243 (meters)     1719.95  (feet) COMP
 AB8843  MODELED GRAVITY -    980,408.8   (mgal)                       NAVD 88
 AB8843
 AB8843  VERT ORDER      -  FIRST     CLASS II
 AB8843
 AB8843.The horizontal coordinates were scaled from a map and have
 AB8843.an estimated accuracy of +/- 6 seconds.
 AB8843
 AB8843.The orthometric height was determined by differential leveling and
 AB8843.adjusted by the NATIONAL GEODETIC SURVEY
 AB8843.in October 1997.
 AB8843
 AB8843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8843.GEOID18 height accuracy estimate available here.
 AB8843
 AB8843.Click photographs - Photos may exist for this station.
 AB8843
 AB8843.The dynamic height is computed by dividing the NAVD 88
 AB8843.geopotential number by the normal gravity value computed on the
 AB8843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8843.degrees latitude (g = 980.6199 gals.).
 AB8843
 AB8843.The modeled gravity was interpolated from observed gravity values.
 AB8843
 AB8843;                    North         East    Units  Estimated Accuracy
 AB8843;SPC SD N     -    62,380.      816,750.      MT  (+/- 180 meters Scaled)
 AB8843
 AB8843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ370135(NAD 83)
 AB8843
 AB8843                          SUPERSEDED SURVEY CONTROL
 AB8843
 AB8843.No superseded survey control is available for this station.
 AB8843
 AB8843_MARKER: DB = BENCH MARK DISK
 AB8843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8843_STAMPING: 14-392.87 1719.424
 AB8843_MARK LOGO: SDDT
 AB8843_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8843+STABILITY: SURFACE MOTION
 AB8843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8843+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8843
 AB8843  HISTORY     - Date     Condition        Report By
 AB8843  HISTORY     - UNK      MONUMENTED       SDDT
 AB8843  HISTORY     - 19940922 GOOD             NGS
 AB8843
 AB8843                          STATION DESCRIPTION
 AB8843
 AB8843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8843'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8843'IN ARLINGTON, THENCE 12.2 KM (7.60 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8843'166.0 M (544.6 FT) WEST OF MILEPOST 393, 30.2 M (99.1 FT) NORTH OF THE
 AB8843'HIGHWAY CENTERLINE, 11.0 M (36.1 FT) EAST OF THE CENTER OF A FIELD
 AB8843'ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AB8843'M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) NORTH OF
 AB8843'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8842 ***********************************************************************
 AB8842  DESIGNATION -  14 393.83
 AB8842  PID         -  AB8842
 AB8842  STATE/COUNTY-  SD/KINGSBURY
 AB8842  COUNTRY     -  US
 AB8842  USGS QUAD   -  LAKE PRESTON EAST (2017)
 AB8842
 AB8842                         *CURRENT SURVEY CONTROL
 AB8842  ______________________________________________________________________
 AB8842* NAD 83(1986) POSITION- 44 21 44.     (N) 097 15 38.     (W)   SCALED
 AB8842* NAVD 88 ORTHO HEIGHT -   523.450 (meters)     1717.35  (feet) ADJUSTED
 AB8842  ______________________________________________________________________
 AB8842  GEOID HEIGHT    -        -25.153 (meters)                     GEOID18
 AB8842  DYNAMIC HEIGHT  -        523.349 (meters)     1717.02  (feet) COMP
 AB8842  MODELED GRAVITY -    980,408.9   (mgal)                       NAVD 88
 AB8842
 AB8842  VERT ORDER      -  FIRST     CLASS II
 AB8842
 AB8842.The horizontal coordinates were scaled from a map and have
 AB8842.an estimated accuracy of +/- 6 seconds.
 AB8842
 AB8842.The orthometric height was determined by differential leveling and
 AB8842.adjusted by the NATIONAL GEODETIC SURVEY
 AB8842.in October 1997.
 AB8842
 AB8842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8842.GEOID18 height accuracy estimate available here.
 AB8842
 AB8842.Click photographs - Photos may exist for this station.
 AB8842
 AB8842.The dynamic height is computed by dividing the NAVD 88
 AB8842.geopotential number by the normal gravity value computed on the
 AB8842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8842.degrees latitude (g = 980.6199 gals.).
 AB8842
 AB8842.The modeled gravity was interpolated from observed gravity values.
 AB8842
 AB8842;                    North         East    Units  Estimated Accuracy
 AB8842;SPC SD N     -    62,470.      818,340.      MT  (+/- 180 meters Scaled)
 AB8842
 AB8842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ386135(NAD 83)
 AB8842
 AB8842                          SUPERSEDED SURVEY CONTROL
 AB8842
 AB8842.No superseded survey control is available for this station.
 AB8842
 AB8842_MARKER: DB = BENCH MARK DISK
 AB8842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8842_STAMPING: 14-393.83 1716.479
 AB8842_MARK LOGO: SDDT
 AB8842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8842+STABILITY: SURFACE MOTION
 AB8842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8842+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8842
 AB8842  HISTORY     - Date     Condition        Report By
 AB8842  HISTORY     - UNK      MONUMENTED       SDDT
 AB8842  HISTORY     - 19940922 GOOD             NGS
 AB8842
 AB8842                          STATION DESCRIPTION
 AB8842
 AB8842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8842'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8842'IN ARLINGTON, THENCE 10.6 KM (6.60 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8842'131.0 M (429.8 FT) WEST OF MILEPOST 394, 30.2 M (99.1 FT) NORTH OF THE
 AB8842'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTHEAST OF A BRACED FENCE POST,
 AB8842'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AB8842'A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 AB8842'THE MONUMENT IS RECESSED 0.07 M (0.23 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8841 ***********************************************************************
 AB8841  DESIGNATION -  14 394.86
 AB8841  PID         -  AB8841
 AB8841  STATE/COUNTY-  SD/KINGSBURY
 AB8841  COUNTRY     -  US
 AB8841  USGS QUAD   -  ARLINGTON (2017)
 AB8841
 AB8841                         *CURRENT SURVEY CONTROL
 AB8841  ______________________________________________________________________
 AB8841* NAD 83(1986) POSITION- 44 21 45.     (N) 097 14 24.     (W)   SCALED
 AB8841* NAVD 88 ORTHO HEIGHT -   528.190 (meters)     1732.90  (feet) ADJUSTED
 AB8841  ______________________________________________________________________
 AB8841  GEOID HEIGHT    -        -25.149 (meters)                     GEOID18
 AB8841  DYNAMIC HEIGHT  -        528.089 (meters)     1732.57  (feet) COMP
 AB8841  MODELED GRAVITY -    980,408.8   (mgal)                       NAVD 88
 AB8841
 AB8841  VERT ORDER      -  FIRST     CLASS II
 AB8841
 AB8841.The horizontal coordinates were scaled from a map and have
 AB8841.an estimated accuracy of +/- 6 seconds.
 AB8841
 AB8841.The orthometric height was determined by differential leveling and
 AB8841.adjusted by the NATIONAL GEODETIC SURVEY
 AB8841.in October 1997.
 AB8841
 AB8841.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8841.GEOID18 height accuracy estimate available here.
 AB8841
 AB8841.Click photographs - Photos may exist for this station.
 AB8841
 AB8841.The dynamic height is computed by dividing the NAVD 88
 AB8841.geopotential number by the normal gravity value computed on the
 AB8841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8841.degrees latitude (g = 980.6199 gals.).
 AB8841
 AB8841.The modeled gravity was interpolated from observed gravity values.
 AB8841
 AB8841;                    North         East    Units  Estimated Accuracy
 AB8841;SPC SD N     -    62,550.      819,980.      MT  (+/- 180 meters Scaled)
 AB8841
 AB8841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ402136(NAD 83)
 AB8841
 AB8841                          SUPERSEDED SURVEY CONTROL
 AB8841
 AB8841.No superseded survey control is available for this station.
 AB8841
 AB8841_MARKER: DB = BENCH MARK DISK
 AB8841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8841_STAMPING: 14-394.86 1978 1732.044
 AB8841_MARK LOGO: SDDT
 AB8841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8841+STABILITY: SURFACE MOTION
 AB8841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8841+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB8841
 AB8841  HISTORY     - Date     Condition        Report By
 AB8841  HISTORY     - 1978     MONUMENTED       SDDT
 AB8841  HISTORY     - 19940921 GOOD             NGS
 AB8841
 AB8841                          STATION DESCRIPTION
 AB8841
 AB8841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8841'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8841'IN ARLINGTON, THENCE 8.9 KM (5.55 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8841'165.0 M (541.3 FT) WEST OF MILEPOST 395, 30.0 M (98.4 FT) NORTH OF THE
 AB8841'HIGHWAY CENTERLINE, 1.2 M (3.9 FT) SOUTHWEST OF THE CENTER OF 3 BRACED
 AB8841'FENCE POSTS, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 AB8841'FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST,
 AB8841'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8839 ***********************************************************************
 AB8839  DESIGNATION -  14 396.93
 AB8839  PID         -  AB8839
 AB8839  STATE/COUNTY-  SD/KINGSBURY
 AB8839  COUNTRY     -  US
 AB8839  USGS QUAD   -  ARLINGTON (2017)
 AB8839
 AB8839                         *CURRENT SURVEY CONTROL
 AB8839  ______________________________________________________________________
 AB8839* NAD 83(1986) POSITION- 44 21 46.     (N) 097 11 55.     (W)   SCALED
 AB8839* NAVD 88 ORTHO HEIGHT -   539.848 (meters)     1771.15  (feet) ADJUSTED
 AB8839  ______________________________________________________________________
 AB8839  GEOID HEIGHT    -        -25.135 (meters)                     GEOID18
 AB8839  DYNAMIC HEIGHT  -        539.744 (meters)     1770.81  (feet) COMP
 AB8839  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 AB8839
 AB8839  VERT ORDER      -  FIRST     CLASS II
 AB8839
 AB8839.The horizontal coordinates were scaled from a map and have
 AB8839.an estimated accuracy of +/- 6 seconds.
 AB8839
 AB8839.The orthometric height was determined by differential leveling and
 AB8839.adjusted by the NATIONAL GEODETIC SURVEY
 AB8839.in October 1997.
 AB8839
 AB8839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8839.GEOID18 height accuracy estimate available here.
 AB8839
 AB8839.Click photographs - Photos may exist for this station.
 AB8839
 AB8839.The dynamic height is computed by dividing the NAVD 88
 AB8839.geopotential number by the normal gravity value computed on the
 AB8839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8839.degrees latitude (g = 980.6199 gals.).
 AB8839
 AB8839.The modeled gravity was interpolated from observed gravity values.
 AB8839
 AB8839;                    North         East    Units  Estimated Accuracy
 AB8839;SPC SD N     -    62,700.      823,270.      MT  (+/- 180 meters Scaled)
 AB8839
 AB8839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ435137(NAD 83)
 AB8839
 AB8839                          SUPERSEDED SURVEY CONTROL
 AB8839
 AB8839.No superseded survey control is available for this station.
 AB8839
 AB8839_MARKER: DB = BENCH MARK DISK
 AB8839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8839_STAMPING: 14-396.93 1978 1770.25
 AB8839_MARK LOGO: SDDT
 AB8839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8839+STABILITY: SURFACE MOTION
 AB8839
 AB8839  HISTORY     - Date     Condition        Report By
 AB8839  HISTORY     - 1978     MONUMENTED       SDDT
 AB8839  HISTORY     - 19940922 GOOD             NGS
 AB8839
 AB8839                          STATION DESCRIPTION
 AB8839
 AB8839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8839'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8839'IN ARLINGTON, THENCE 5.7 KM (3.55 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8839'107.4 M (352.4 FT) WEST OF MILEPOST 397, 29.9 M (98.1 FT) NORTH OF THE
 AB8839'HIGHWAY CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2
 AB8839'M (0.7 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AB8839'POST AND FENCE, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE THE
 AB8839'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8838 ***********************************************************************
 AB8838  DESIGNATION -  14 398.07
 AB8838  PID         -  AB8838
 AB8838  STATE/COUNTY-  SD/KINGSBURY
 AB8838  COUNTRY     -  US
 AB8838  USGS QUAD   -  ARLINGTON (2017)
 AB8838
 AB8838                         *CURRENT SURVEY CONTROL
 AB8838  ______________________________________________________________________
 AB8838* NAD 83(1986) POSITION- 44 22 07.     (N) 097 10 46.     (W)   SCALED
 AB8838* NAVD 88 ORTHO HEIGHT -   548.177 (meters)     1798.48  (feet) ADJUSTED
 AB8838  ______________________________________________________________________
 AB8838  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 AB8838  DYNAMIC HEIGHT  -        548.072 (meters)     1798.13  (feet) COMP
 AB8838  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 AB8838
 AB8838  VERT ORDER      -  FIRST     CLASS II
 AB8838
 AB8838.The horizontal coordinates were scaled from a map and have
 AB8838.an estimated accuracy of +/- 6 seconds.
 AB8838
 AB8838.The orthometric height was determined by differential leveling and
 AB8838.adjusted by the NATIONAL GEODETIC SURVEY
 AB8838.in October 1997.
 AB8838
 AB8838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8838.GEOID18 height accuracy estimate available here.
 AB8838
 AB8838.Click photographs - Photos may exist for this station.
 AB8838
 AB8838.The dynamic height is computed by dividing the NAVD 88
 AB8838.geopotential number by the normal gravity value computed on the
 AB8838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8838.degrees latitude (g = 980.6199 gals.).
 AB8838
 AB8838.The modeled gravity was interpolated from observed gravity values.
 AB8838
 AB8838;                    North         East    Units  Estimated Accuracy
 AB8838;SPC SD N     -    63,400.      824,780.      MT  (+/- 180 meters Scaled)
 AB8838
 AB8838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ450144(NAD 83)
 AB8838
 AB8838                          SUPERSEDED SURVEY CONTROL
 AB8838
 AB8838.No superseded survey control is available for this station.
 AB8838
 AB8838_MARKER: DB = BENCH MARK DISK
 AB8838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8838_STAMPING: 14-398.07 1978 1797.69
 AB8838_MARK LOGO: SDDT
 AB8838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8838+STABILITY: SURFACE MOTION
 AB8838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8838+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8838
 AB8838  HISTORY     - Date     Condition        Report By
 AB8838  HISTORY     - 1978     MONUMENTED       SDDT
 AB8838  HISTORY     - 19940922 GOOD             NGS
 AB8838
 AB8838                          STATION DESCRIPTION
 AB8838
 AB8838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8838'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST IN
 AB8838'ARLINGTON, THENCE 3.9 KM (2.40 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8838'91.6 M (300.5 FT) EAST OF MILEPOST 398, 30.0 M (98.4 FT) NORTHWEST OF
 AB8838'THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) EAST OF A FENCE CORNER, 0.5 M
 AB8838'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A
 AB8838'WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AB8838'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8837 ***********************************************************************
 AB8837  DESIGNATION -  14 399.05
 AB8837  PID         -  AB8837
 AB8837  STATE/COUNTY-  SD/KINGSBURY
 AB8837  COUNTRY     -  US
 AB8837  USGS QUAD   -  ARLINGTON (2017)
 AB8837
 AB8837                         *CURRENT SURVEY CONTROL
 AB8837  ______________________________________________________________________
 AB8837* NAD 83(1986) POSITION- 44 22 09.     (N) 097 09 33.     (W)   SCALED
 AB8837* NAVD 88 ORTHO HEIGHT -   555.364 (meters)     1822.06  (feet) ADJUSTED
 AB8837  ______________________________________________________________________
 AB8837  GEOID HEIGHT    -        -25.111 (meters)                     GEOID18
 AB8837  DYNAMIC HEIGHT  -        555.257 (meters)     1821.71  (feet) COMP
 AB8837  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 AB8837
 AB8837  VERT ORDER      -  FIRST     CLASS II
 AB8837
 AB8837.The horizontal coordinates were scaled from a map and have
 AB8837.an estimated accuracy of +/- 6 seconds.
 AB8837
 AB8837.The orthometric height was determined by differential leveling and
 AB8837.adjusted by the NATIONAL GEODETIC SURVEY
 AB8837.in October 1997.
 AB8837
 AB8837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8837.GEOID18 height accuracy estimate available here.
 AB8837
 AB8837.Click photographs - Photos may exist for this station.
 AB8837
 AB8837.The dynamic height is computed by dividing the NAVD 88
 AB8837.geopotential number by the normal gravity value computed on the
 AB8837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8837.degrees latitude (g = 980.6199 gals.).
 AB8837
 AB8837.The modeled gravity was interpolated from observed gravity values.
 AB8837
 AB8837;                    North         East    Units  Estimated Accuracy
 AB8837;SPC SD N     -    63,520.      826,390.      MT  (+/- 180 meters Scaled)
 AB8837
 AB8837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ466145(NAD 83)
 AB8837
 AB8837                          SUPERSEDED SURVEY CONTROL
 AB8837
 AB8837.No superseded survey control is available for this station.
 AB8837
 AB8837_MARKER: DB = BENCH MARK DISK
 AB8837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8837_STAMPING: 14 399.05
 AB8837_MARK LOGO: SDDT
 AB8837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8837+STABILITY: SURFACE MOTION
 AB8837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8837+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB8837
 AB8837  HISTORY     - Date     Condition        Report By
 AB8837  HISTORY     - UNK      MONUMENTED       SDDT
 AB8837  HISTORY     - 19940921 GOOD             NGS
 AB8837
 AB8837                          STATION DESCRIPTION
 AB8837
 AB8837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8837'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8837'IN ARLINGTON, THENCE 2.3 KM (1.40 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8837'98.9 M (324.5 FT) EAST OF MILEPOST 399, 23.0 M (75.5 FT) SOUTH OF THE
 AB8837'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) EAST-NORTHEAST OF A FENCE CORNER,
 AB8837'0.2 M (0.7 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH OF A
 AB8837'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.06 M (0.20 FT)
 AB8837'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8836 ***********************************************************************
 AB8836  DESIGNATION -  14 400.07
 AB8836  PID         -  AB8836
 AB8836  STATE/COUNTY-  SD/KINGSBURY
 AB8836  COUNTRY     -  US
 AB8836  USGS QUAD   -  ARLINGTON (2017)
 AB8836
 AB8836                         *CURRENT SURVEY CONTROL
 AB8836  ______________________________________________________________________
 AB8836* NAD 83(1986) POSITION- 44 22 05.     (N) 097 08 21.     (W)   SCALED
 AB8836* NAVD 88 ORTHO HEIGHT -   555.053 (meters)     1821.04  (feet) ADJUSTED
 AB8836  ______________________________________________________________________
 AB8836  GEOID HEIGHT    -        -25.109 (meters)                     GEOID18
 AB8836  DYNAMIC HEIGHT  -        554.946 (meters)     1820.69  (feet) COMP
 AB8836  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 AB8836
 AB8836  VERT ORDER      -  FIRST     CLASS II
 AB8836
 AB8836.The horizontal coordinates were scaled from a map and have
 AB8836.an estimated accuracy of +/- 6 seconds.
 AB8836
 AB8836.The orthometric height was determined by differential leveling and
 AB8836.adjusted by the NATIONAL GEODETIC SURVEY
 AB8836.in October 1997.
 AB8836
 AB8836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8836.GEOID18 height accuracy estimate available here.
 AB8836
 AB8836.Click photographs - Photos may exist for this station.
 AB8836
 AB8836.The dynamic height is computed by dividing the NAVD 88
 AB8836.geopotential number by the normal gravity value computed on the
 AB8836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8836.degrees latitude (g = 980.6199 gals.).
 AB8836
 AB8836.The modeled gravity was interpolated from observed gravity values.
 AB8836
 AB8836;                    North         East    Units  Estimated Accuracy
 AB8836;SPC SD N     -    63,450.      827,990.      MT  (+/- 180 meters Scaled)
 AB8836
 AB8836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ482144(NAD 83)
 AB8836
 AB8836                          SUPERSEDED SURVEY CONTROL
 AB8836
 AB8836.No superseded survey control is available for this station.
 AB8836
 AB8836_MARKER: DB = BENCH MARK DISK
 AB8836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8836_STAMPING: 14-400.07
 AB8836_MARK LOGO: SDDT
 AB8836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8836+STABILITY: SURFACE MOTION
 AB8836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8836+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB8836
 AB8836  HISTORY     - Date     Condition        Report By
 AB8836  HISTORY     - UNK      MONUMENTED       SDDT
 AB8836  HISTORY     - 19940921 GOOD             NGS
 AB8836
 AB8836                          STATION DESCRIPTION
 AB8836
 AB8836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8836'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8836'IN ARLINGTON, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8836'130.0 M (426.5 FT) EAST OF MILEPOST 400, 23.0 M (75.5 FT) SOUTHEAST OF
 AB8836'THE CENTER OF A FIELD ENTRANCE AND GATE, 22.6 M (74.1 FT) SOUTHWEST OF
 AB8836'THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND
 AB8836'FENCE, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 AB8836'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8834 ***********************************************************************
 AB8834  DESIGNATION -  14 401.89
 AB8834  PID         -  AB8834
 AB8834  STATE/COUNTY-  SD/BROOKINGS
 AB8834  COUNTRY     -  US
 AB8834  USGS QUAD   -  ARLINGTON (2017)
 AB8834
 AB8834                         *CURRENT SURVEY CONTROL
 AB8834  ______________________________________________________________________
 AB8834* NAD 83(1986) POSITION- 44 20 50.94   (N) 097 07 43.58   (W)   HD_HELD1
 AB8834* NAVD 88 ORTHO HEIGHT -   553.159 (meters)     1814.82  (feet) ADJUSTED
 AB8834  ______________________________________________________________________
 AB8834  GEOID HEIGHT    -        -25.143 (meters)                     GEOID18
 AB8834  DYNAMIC HEIGHT  -        553.050 (meters)     1814.46  (feet) COMP
 AB8834  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 AB8834
 AB8834  VERT ORDER      -  FIRST     CLASS II
 AB8834
 AB8834.The horizontal coordinates were determined by differentially corrected
 AB8834.hand held GPS observations or other comparable positioning techniques
 AB8834.and have an estimated accuracy of +/- 3 meters.
 AB8834
 AB8834.The orthometric height was determined by differential leveling and
 AB8834.adjusted by the NATIONAL GEODETIC SURVEY
 AB8834.in October 1997.
 AB8834
 AB8834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8834.GEOID18 height accuracy estimate available here.
 AB8834
 AB8834.Click photographs - Photos may exist for this station.
 AB8834
 AB8834.The dynamic height is computed by dividing the NAVD 88
 AB8834.geopotential number by the normal gravity value computed on the
 AB8834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8834.degrees latitude (g = 980.6199 gals.).
 AB8834
 AB8834.The modeled gravity was interpolated from observed gravity values.
 AB8834
 AB8834;                    North         East    Units  Estimated Accuracy
 AB8834;SPC SD N     -    61,193.4     828,897.2     MT  (+/- 3 meters HH1 GPS) 
 AB8834
 AB8834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4914612170(NAD 83)
 AB8834
 AB8834                          SUPERSEDED SURVEY CONTROL
 AB8834
 AB8834.No superseded survey control is available for this station.
 AB8834
 AB8834_MARKER: DB = BENCH MARK DISK
 AB8834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8834_STAMPING: 14-401.89 1814.03 1974
 AB8834_MARK LOGO: SDDT
 AB8834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8834+STABILITY: SURFACE MOTION
 AB8834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8834+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB8834
 AB8834  HISTORY     - Date     Condition        Report By
 AB8834  HISTORY     - 1974     MONUMENTED       SDDT
 AB8834  HISTORY     - 19940921 GOOD             NGS
 AB8834
 AB8834                          STATION DESCRIPTION
 AB8834
 AB8834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8834'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8834'IN ARLINGTON, THENCE 2.0 KM (1.25 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8834'396.0 M (1299.2 FT) WEST OF MILEPOST 402, 30.5 M (100.1 FT) EAST OF
 AB8834'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.6 M (70.9 FT)
 AB8834'SOUTHEAST OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 12.6 M (41.3
 AB8834'FT) NORTH OF THE CENTER OF A DRIVEWAY, 0.3 M (1.0 FT) BELOW THE LEVEL
 AB8834'OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, 0.1 M (0.3 FT)
 AB8834'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT)
 AB8834'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8833 ***********************************************************************
 AB8833  DESIGNATION -  14 402.88
 AB8833  PID         -  AB8833
 AB8833  STATE/COUNTY-  SD/BROOKINGS
 AB8833  COUNTRY     -  US
 AB8833  USGS QUAD   -  ARLINGTON (2017)
 AB8833
 AB8833                         *CURRENT SURVEY CONTROL
 AB8833  ______________________________________________________________________
 AB8833* NAD 83(1986) POSITION- 44 20 00.     (N) 097 07 45.     (W)   SCALED
 AB8833* NAVD 88 ORTHO HEIGHT -   553.656 (meters)     1816.45  (feet) ADJUSTED
 AB8833  ______________________________________________________________________
 AB8833  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 AB8833  DYNAMIC HEIGHT  -        553.547 (meters)     1816.10  (feet) COMP
 AB8833  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 AB8833
 AB8833  VERT ORDER      -  FIRST     CLASS II
 AB8833
 AB8833.The horizontal coordinates were scaled from a map and have
 AB8833.an estimated accuracy of +/- 6 seconds.
 AB8833
 AB8833.The orthometric height was determined by differential leveling and
 AB8833.adjusted by the NATIONAL GEODETIC SURVEY
 AB8833.in October 1997.
 AB8833
 AB8833.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8833.GEOID18 height accuracy estimate available here.
 AB8833
 AB8833.Click photographs - Photos may exist for this station.
 AB8833
 AB8833.The dynamic height is computed by dividing the NAVD 88
 AB8833.geopotential number by the normal gravity value computed on the
 AB8833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8833.degrees latitude (g = 980.6199 gals.).
 AB8833
 AB8833.The modeled gravity was interpolated from observed gravity values.
 AB8833
 AB8833;                    North         East    Units  Estimated Accuracy
 AB8833;SPC SD N     -    59,620.      828,920.      MT  (+/- 180 meters Scaled)
 AB8833
 AB8833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ491105(NAD 83)
 AB8833
 AB8833                          SUPERSEDED SURVEY CONTROL
 AB8833
 AB8833.No superseded survey control is available for this station.
 AB8833
 AB8833_MARKER: DB = BENCH MARK DISK
 AB8833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8833_STAMPING: 14-402.88 1815.75 1974
 AB8833_MARK LOGO: SDDT
 AB8833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8833+STABILITY: SURFACE MOTION
 AB8833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8833+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB8833
 AB8833  HISTORY     - Date     Condition        Report By
 AB8833  HISTORY     - 1974     MONUMENTED       SDDT
 AB8833  HISTORY     - 19940921 GOOD             NGS
 AB8833
 AB8833                          STATION DESCRIPTION
 AB8833
 AB8833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8833'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8833'IN ARLINGTON, THENCE 3.6 KM (2.25 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8833'427.0 M (1400.9 FT) WEST OF MILEPOST 403, 28.8 M (94.5 FT) EAST OF THE
 AB8833'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT)
 AB8833'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 1.7 M (5.6 FT) SOUTHWEST OF A
 AB8833'FENCE CORNER POST, 1.0 M (3.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT)
 AB8833'ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST,
 AB8833'0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 AB8833'0.01 M (0.03 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8832 ***********************************************************************
 AB8832  DESIGNATION -  14 404.14
 AB8832  PID         -  AB8832
 AB8832  STATE/COUNTY-  SD/BROOKINGS
 AB8832  COUNTRY     -  US
 AB8832  USGS QUAD   -  LAKE SINAI (2017)
 AB8832
 AB8832                         *CURRENT SURVEY CONTROL
 AB8832  ______________________________________________________________________
 AB8832* NAD 83(1986) POSITION- 44 19 34.     (N) 097 06 42.     (W)   SCALED
 AB8832* NAVD 88 ORTHO HEIGHT -   541.698 (meters)     1777.22  (feet) ADJUSTED
 AB8832  ______________________________________________________________________
 AB8832  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 AB8832  DYNAMIC HEIGHT  -        541.591 (meters)     1776.87  (feet) COMP
 AB8832  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 AB8832
 AB8832  VERT ORDER      -  FIRST     CLASS II
 AB8832
 AB8832.The horizontal coordinates were scaled from a map and have
 AB8832.an estimated accuracy of +/- 6 seconds.
 AB8832
 AB8832.The orthometric height was determined by differential leveling and
 AB8832.adjusted by the NATIONAL GEODETIC SURVEY
 AB8832.in October 1997.
 AB8832
 AB8832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8832.GEOID18 height accuracy estimate available here.
 AB8832
 AB8832.Click photographs - Photos may exist for this station.
 AB8832
 AB8832.The dynamic height is computed by dividing the NAVD 88
 AB8832.geopotential number by the normal gravity value computed on the
 AB8832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8832.degrees latitude (g = 980.6199 gals.).
 AB8832
 AB8832.The modeled gravity was interpolated from observed gravity values.
 AB8832
 AB8832;                    North         East    Units  Estimated Accuracy
 AB8832;SPC SD N     -    58,870.      830,350.      MT  (+/- 180 meters Scaled)
 AB8832
 AB8832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ505098(NAD 83)
 AB8832
 AB8832                          SUPERSEDED SURVEY CONTROL
 AB8832
 AB8832.No superseded survey control is available for this station.
 AB8832
 AB8832_MARKER: DB = BENCH MARK DISK
 AB8832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8832_STAMPING: 14 404.14 1776.59 1974
 AB8832_MARK LOGO: SDDT
 AB8832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8832+STABILITY: SURFACE MOTION
 AB8832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8832+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB8832
 AB8832  HISTORY     - Date     Condition        Report By
 AB8832  HISTORY     - 1974     MONUMENTED       SDDT
 AB8832  HISTORY     - 19940921 GOOD             NGS
 AB8832
 AB8832                          STATION DESCRIPTION
 AB8832
 AB8832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8832'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8832'IN ARLINGTON, THENCE 5.7 KM (3.55 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8832'144.2 M (473.1 FT) WEST OF MILEPOST 404, 130.0 M (426.5 FT) WEST OF
 AB8832'THE CENTER OF A DRIVEWAY, 31.7 M (104.0 FT) NORTH OF THE CENTERLINE OF
 AB8832'THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 AB8832'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF
 AB8832'A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AB8832'MONUMENT IS RECESSED 0.08 M (0.26 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8831 ***********************************************************************
 AB8831  DESIGNATION -  14 404.52
 AB8831  PID         -  AB8831
 AB8831  STATE/COUNTY-  SD/BROOKINGS
 AB8831  COUNTRY     -  US
 AB8831  USGS QUAD   -  LAKE SINAI (2017)
 AB8831
 AB8831                         *CURRENT SURVEY CONTROL
 AB8831  ______________________________________________________________________
 AB8831* NAD 83(1986) POSITION- 44 19 34.     (N) 097 05 59.     (W)   SCALED
 AB8831* NAVD 88 ORTHO HEIGHT -   539.877 (meters)     1771.25  (feet) ADJUSTED
 AB8831  ______________________________________________________________________
 AB8831  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 AB8831  DYNAMIC HEIGHT  -        539.771 (meters)     1770.90  (feet) COMP
 AB8831  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 AB8831
 AB8831  VERT ORDER      -  FIRST     CLASS II
 AB8831
 AB8831.The horizontal coordinates were scaled from a map and have
 AB8831.an estimated accuracy of +/- 6 seconds.
 AB8831
 AB8831.The orthometric height was determined by differential leveling and
 AB8831.adjusted by the NATIONAL GEODETIC SURVEY
 AB8831.in October 1997.
 AB8831
 AB8831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8831.GEOID18 height accuracy estimate available here.
 AB8831
 AB8831.Click photographs - Photos may exist for this station.
 AB8831
 AB8831.The dynamic height is computed by dividing the NAVD 88
 AB8831.geopotential number by the normal gravity value computed on the
 AB8831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8831.degrees latitude (g = 980.6199 gals.).
 AB8831
 AB8831.The modeled gravity was interpolated from observed gravity values.
 AB8831
 AB8831;                    North         East    Units  Estimated Accuracy
 AB8831;SPC SD N     -    58,900.      831,300.      MT  (+/- 180 meters Scaled)
 AB8831
 AB8831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ515098(NAD 83)
 AB8831
 AB8831                          SUPERSEDED SURVEY CONTROL
 AB8831
 AB8831.No superseded survey control is available for this station.
 AB8831
 AB8831_MARKER: DB = BENCH MARK DISK
 AB8831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8831_STAMPING: 14-404.52 1770.30
 AB8831_MARK LOGO: SDDT
 AB8831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8831+STABILITY: SURFACE MOTION
 AB8831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8831+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB8831
 AB8831  HISTORY     - Date     Condition        Report By
 AB8831  HISTORY     - UNK      MONUMENTED       SDDT
 AB8831  HISTORY     - 19940921 GOOD             NGS
 AB8831
 AB8831                          STATION DESCRIPTION
 AB8831
 AB8831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8831'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8831'IN ARLINGTON, THENCE 6.6 KM (4.10 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8831'778.0 M (2552.5 FT) EAST OF MILEPOST 404, 43.8 M (143.7 FT) NORTH OF
 AB8831'THE HIGHWAY CENTERLINE, 32.7 M (107.3 FT) NORTHEAST OF A FENCE CORNER,
 AB8831'0.6 M (2.0 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AB8831'THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3 FT)
 AB8831'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8831'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8828 ***********************************************************************
 AB8828  DESIGNATION -  14 407.56
 AB8828  PID         -  AB8828
 AB8828  STATE/COUNTY-  SD/BROOKINGS
 AB8828  COUNTRY     -  US
 AB8828  USGS QUAD   -  LAKE SINAI (2017)
 AB8828
 AB8828                         *CURRENT SURVEY CONTROL
 AB8828  ______________________________________________________________________
 AB8828* NAD 83(1986) POSITION- 44 19 35.     (N) 097 02 19.     (W)   SCALED
 AB8828* NAVD 88 ORTHO HEIGHT -   529.055 (meters)     1735.74  (feet) ADJUSTED
 AB8828  ______________________________________________________________________
 AB8828  GEOID HEIGHT    -        -25.183 (meters)                     GEOID18
 AB8828  DYNAMIC HEIGHT  -        528.954 (meters)     1735.41  (feet) COMP
 AB8828  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 AB8828
 AB8828  VERT ORDER      -  FIRST     CLASS II
 AB8828
 AB8828.The horizontal coordinates were scaled from a map and have
 AB8828.an estimated accuracy of +/- 6 seconds.
 AB8828
 AB8828.The orthometric height was determined by differential leveling and
 AB8828.adjusted by the NATIONAL GEODETIC SURVEY
 AB8828.in October 1997.
 AB8828
 AB8828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8828.GEOID18 height accuracy estimate available here.
 AB8828
 AB8828.Click photographs - Photos may exist for this station.
 AB8828
 AB8828.The dynamic height is computed by dividing the NAVD 88
 AB8828.geopotential number by the normal gravity value computed on the
 AB8828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8828.degrees latitude (g = 980.6199 gals.).
 AB8828
 AB8828.The modeled gravity was interpolated from observed gravity values.
 AB8828
 AB8828;                    North         East    Units  Estimated Accuracy
 AB8828;SPC SD N     -    59,110.      836,170.      MT  (+/- 180 meters Scaled)
 AB8828
 AB8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ563099(NAD 83)
 AB8828
 AB8828                          SUPERSEDED SURVEY CONTROL
 AB8828
 AB8828.No superseded survey control is available for this station.
 AB8828
 AB8828_MARKER: DB = BENCH MARK DISK
 AB8828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8828_STAMPING: 14-407.56 1734.98
 AB8828_MARK LOGO: SDDT
 AB8828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8828+STABILITY: SURFACE MOTION
 AB8828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8828+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8828
 AB8828  HISTORY     - Date     Condition        Report By
 AB8828  HISTORY     - UNK      MONUMENTED       SDDT
 AB8828  HISTORY     - 19940922 GOOD             NGS
 AB8828
 AB8828                          STATION DESCRIPTION
 AB8828
 AB8828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8828'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8828'IN ARLINGTON, THENCE 11.4 KM (7.10 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8828'716.0 M (2349.1 FT) WEST OF MILEPOST 408, 33.1 M (108.6 FT) NORTH OF
 AB8828'THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) WEST OF THE CENTER OF A FIELD
 AB8828'ENTRANCE AND GATE, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AB8828'BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS
 AB8828'POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AB8828'PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8827 ***********************************************************************
 AB8827  DESIGNATION -  14 408.68
 AB8827  PID         -  AB8827
 AB8827  STATE/COUNTY-  SD/BROOKINGS
 AB8827  COUNTRY     -  US
 AB8827  USGS QUAD   -  LAKE SINAI (2017)
 AB8827
 AB8827                         *CURRENT SURVEY CONTROL
 AB8827  ______________________________________________________________________
 AB8827* NAD 83(1986) POSITION- 44 19 35.     (N) 097 00 57.     (W)   SCALED
 AB8827* NAVD 88 ORTHO HEIGHT -   520.430 (meters)     1707.44  (feet) ADJUSTED
 AB8827  ______________________________________________________________________
 AB8827  GEOID HEIGHT    -        -25.189 (meters)                     GEOID18
 AB8827  DYNAMIC HEIGHT  -        520.332 (meters)     1707.12  (feet) COMP
 AB8827  MODELED GRAVITY -    980,413.2   (mgal)                       NAVD 88
 AB8827
 AB8827  VERT ORDER      -  FIRST     CLASS II
 AB8827
 AB8827.The horizontal coordinates were scaled from a map and have
 AB8827.an estimated accuracy of +/- 6 seconds.
 AB8827
 AB8827.The orthometric height was determined by differential leveling and
 AB8827.adjusted by the NATIONAL GEODETIC SURVEY
 AB8827.in October 1997.
 AB8827
 AB8827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8827.GEOID18 height accuracy estimate available here.
 AB8827
 AB8827.Click photographs - Photos may exist for this station.
 AB8827
 AB8827.The dynamic height is computed by dividing the NAVD 88
 AB8827.geopotential number by the normal gravity value computed on the
 AB8827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8827.degrees latitude (g = 980.6199 gals.).
 AB8827
 AB8827.The modeled gravity was interpolated from observed gravity values.
 AB8827
 AB8827;                    North         East    Units  Estimated Accuracy
 AB8827;SPC SD N     -    59,180.      837,980.      MT  (+/- 180 meters Scaled)
 AB8827
 AB8827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ582100(NAD 83)
 AB8827
 AB8827                          SUPERSEDED SURVEY CONTROL
 AB8827
 AB8827.No superseded survey control is available for this station.
 AB8827
 AB8827_MARKER: DB = BENCH MARK DISK
 AB8827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8827_STAMPING: 14-408.68 1706.70
 AB8827_MARK LOGO: SDDT
 AB8827_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8827+STABILITY: SURFACE MOTION
 AB8827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8827+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8827
 AB8827  HISTORY     - Date     Condition        Report By
 AB8827  HISTORY     - UNK      MONUMENTED       SDDT
 AB8827  HISTORY     - 19940922 GOOD             NGS
 AB8827
 AB8827                          STATION DESCRIPTION
 AB8827
 AB8827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8827'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8827'IN ARLINGTON, THENCE 13.2 KM (8.20 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8827'523.0 M (1715.9 FT) WEST OF MILEPOST 409, 30.6 M (100.4 FT) NORTH OF
 AB8827'THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8827'0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AB8827'POST, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AB8827'PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8825 ***********************************************************************
 AB8825  DESIGNATION -  14 409.50
 AB8825  PID         -  AB8825
 AB8825  STATE/COUNTY-  SD/BROOKINGS
 AB8825  COUNTRY     -  US
 AB8825  USGS QUAD   -  VOLGA (2017)
 AB8825
 AB8825                         *CURRENT SURVEY CONTROL
 AB8825  ______________________________________________________________________
 AB8825* NAD 83(1986) POSITION- 44 19 34.     (N) 096 59 57.     (W)   SCALED
 AB8825* NAVD 88 ORTHO HEIGHT -   514.341 (meters)     1687.47  (feet) ADJUSTED
 AB8825  ______________________________________________________________________
 AB8825  GEOID HEIGHT    -        -25.196 (meters)                     GEOID18
 AB8825  DYNAMIC HEIGHT  -        514.246 (meters)     1687.16  (feet) COMP
 AB8825  MODELED GRAVITY -    980,417.2   (mgal)                       NAVD 88
 AB8825
 AB8825  VERT ORDER      -  FIRST     CLASS II
 AB8825
 AB8825.The horizontal coordinates were scaled from a map and have
 AB8825.an estimated accuracy of +/- 6 seconds.
 AB8825
 AB8825.The orthometric height was determined by differential leveling and
 AB8825.adjusted by the NATIONAL GEODETIC SURVEY
 AB8825.in October 1997.
 AB8825
 AB8825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8825.GEOID18 height accuracy estimate available here.
 AB8825
 AB8825.Click photographs - Photos may exist for this station.
 AB8825
 AB8825.The dynamic height is computed by dividing the NAVD 88
 AB8825.geopotential number by the normal gravity value computed on the
 AB8825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8825.degrees latitude (g = 980.6199 gals.).
 AB8825
 AB8825.The modeled gravity was interpolated from observed gravity values.
 AB8825
 AB8825;                    North         East    Units  Estimated Accuracy
 AB8825;SPC SD N     -    59,200.      839,310.      MT  (+/- 180 meters Scaled)
 AB8825
 AB8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ595100(NAD 83)
 AB8825
 AB8825                          SUPERSEDED SURVEY CONTROL
 AB8825
 AB8825.No superseded survey control is available for this station.
 AB8825
 AB8825_MARKER: DB = BENCH MARK DISK
 AB8825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8825_STAMPING: 14-409.50 1686.70
 AB8825_MARK LOGO: SDDT
 AB8825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8825+STABILITY: SURFACE MOTION
 AB8825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8825+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8825
 AB8825  HISTORY     - Date     Condition        Report By
 AB8825  HISTORY     - UNK      MONUMENTED       SDDT
 AB8825  HISTORY     - 19940922 GOOD             NGS
 AB8825
 AB8825                          STATION DESCRIPTION
 AB8825
 AB8825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8825'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8825'BROOKINGS, THENCE 16.8 KM (10.45 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8825'777.0 M (2549.2 FT) WEST OF MILEPOST 410, 24.2 M (79.4 FT) WEST OF THE
 AB8825'CENTER OF A FIELD ENTRANCE AND GATE, 22.8 M (74.8 FT) NORTH OF THE
 AB8825'HIGHWAY CENTERLINE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AB8825'M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST,
 AB8825'0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AB8825'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8824 ***********************************************************************
 AB8824  DESIGNATION -  14 410.60
 AB8824  PID         -  AB8824
 AB8824  STATE/COUNTY-  SD/BROOKINGS
 AB8824  COUNTRY     -  US
 AB8824  USGS QUAD   -  VOLGA (2017)
 AB8824
 AB8824                         *CURRENT SURVEY CONTROL
 AB8824  ______________________________________________________________________
 AB8824* NAD 83(1986) POSITION- 44 19 34.     (N) 096 58 37.     (W)   SCALED
 AB8824* NAVD 88 ORTHO HEIGHT -   513.565 (meters)     1684.92  (feet) ADJUSTED
 AB8824  ______________________________________________________________________
 AB8824  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 AB8824  DYNAMIC HEIGHT  -        513.471 (meters)     1684.61  (feet) COMP
 AB8824  MODELED GRAVITY -    980,418.8   (mgal)                       NAVD 88
 AB8824
 AB8824  VERT ORDER      -  FIRST     CLASS II
 AB8824
 AB8824.The horizontal coordinates were scaled from a map and have
 AB8824.an estimated accuracy of +/- 6 seconds.
 AB8824
 AB8824.The orthometric height was determined by differential leveling and
 AB8824.adjusted by the NATIONAL GEODETIC SURVEY
 AB8824.in October 1997.
 AB8824
 AB8824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8824.GEOID18 height accuracy estimate available here.
 AB8824
 AB8824.Click photographs - Photos may exist for this station.
 AB8824
 AB8824.The dynamic height is computed by dividing the NAVD 88
 AB8824.geopotential number by the normal gravity value computed on the
 AB8824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8824.degrees latitude (g = 980.6199 gals.).
 AB8824
 AB8824.The modeled gravity was interpolated from observed gravity values.
 AB8824
 AB8824;                    North         East    Units  Estimated Accuracy
 AB8824;SPC SD N     -    59,260.      841,080.      MT  (+/- 180 meters Scaled)
 AB8824
 AB8824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ613100(NAD 83)
 AB8824
 AB8824                          SUPERSEDED SURVEY CONTROL
 AB8824
 AB8824.No superseded survey control is available for this station.
 AB8824
 AB8824_MARKER: DB = BENCH MARK DISK
 AB8824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8824_STAMPING: 14-410.60 1684.17
 AB8824_MARK LOGO: SDDT
 AB8824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8824+STABILITY: SURFACE MOTION
 AB8824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8824+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8824
 AB8824  HISTORY     - Date     Condition        Report By
 AB8824  HISTORY     - UNK      MONUMENTED       SDDT
 AB8824  HISTORY     - 19940922 GOOD             NGS
 AB8824
 AB8824                          STATION DESCRIPTION
 AB8824
 AB8824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8824'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8824'BROOKINGS, THENCE 15.1 KM (9.40 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8824'612.0 M (2007.9 FT) WEST OF MILEPOST 411, 22.4 M (73.5 FT) NORTH OF
 AB8824'THE CENTERLINE OF THE HIGHWAY, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 AB8824'HIGHWAY, 0.3 M (1.0 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 0.3
 AB8824'M (1.0 FT) SOUTH OF A FENCE CORNER, 0.1 M (0.3 FT) NORTH OF A WITNESS
 AB8824'POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AB8824'PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8822 ***********************************************************************
 AB8822  DESIGNATION -  14 411.49
 AB8822  PID         -  AB8822
 AB8822  STATE/COUNTY-  SD/BROOKINGS
 AB8822  COUNTRY     -  US
 AB8822  USGS QUAD   -  VOLGA (2017)
 AB8822
 AB8822                         *CURRENT SURVEY CONTROL
 AB8822  ______________________________________________________________________
 AB8822* NAD 83(1986) POSITION- 44 19 34.     (N) 096 57 33.     (W)   SCALED
 AB8822* NAVD 88 ORTHO HEIGHT -   504.569 (meters)     1655.41  (feet) ADJUSTED
 AB8822  ______________________________________________________________________
 AB8822  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 AB8822  DYNAMIC HEIGHT  -        504.477 (meters)     1655.11  (feet) COMP
 AB8822  MODELED GRAVITY -    980,420.0   (mgal)                       NAVD 88
 AB8822
 AB8822  VERT ORDER      -  FIRST     CLASS II
 AB8822
 AB8822.The horizontal coordinates were scaled from a map and have
 AB8822.an estimated accuracy of +/- 6 seconds.
 AB8822
 AB8822.The orthometric height was determined by differential leveling and
 AB8822.adjusted by the NATIONAL GEODETIC SURVEY
 AB8822.in October 1997.
 AB8822
 AB8822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8822.GEOID18 height accuracy estimate available here.
 AB8822
 AB8822.Click photographs - Photos may exist for this station.
 AB8822
 AB8822.The dynamic height is computed by dividing the NAVD 88
 AB8822.geopotential number by the normal gravity value computed on the
 AB8822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8822.degrees latitude (g = 980.6199 gals.).
 AB8822
 AB8822.The modeled gravity was interpolated from observed gravity values.
 AB8822
 AB8822;                    North         East    Units  Estimated Accuracy
 AB8822;SPC SD N     -    59,310.      842,500.      MT  (+/- 180 meters Scaled)
 AB8822
 AB8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ627101(NAD 83)
 AB8822
 AB8822                          SUPERSEDED SURVEY CONTROL
 AB8822
 AB8822.No superseded survey control is available for this station.
 AB8822
 AB8822_MARKER: DB = BENCH MARK DISK
 AB8822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8822_STAMPING: 14-411.49 1654.67
 AB8822_MARK LOGO: SDDT
 AB8822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8822+STABILITY: SURFACE MOTION
 AB8822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8822+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1994
 AB8822
 AB8822  HISTORY     - Date     Condition        Report By
 AB8822  HISTORY     - UNK      MONUMENTED       SDDT
 AB8822  HISTORY     - 19940920 GOOD             NGS
 AB8822
 AB8822                          STATION DESCRIPTION
 AB8822
 AB8822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8822'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8822'BROOKINGS, THENCE 13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8822'780.0 M (2559.0 FT) WEST OF MILEPOST 412, 41.2 M (135.2 FT) NORTH OF
 AB8822'THE HIGHWAY CENTERLINE, 8.7 M (28.5 FT) WEST OF THE CENTER OF A TRACK
 AB8822'ROAD, 3.6 M (11.8 FT) WEST OF A FENCE CORNER, 2.4 M (7.9 FT) BELOW THE
 AB8822'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 AB8822'SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND
 AB8822'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8819 ***********************************************************************
 AB8819  DESIGNATION -  14 413.85
 AB8819  PID         -  AB8819
 AB8819  STATE/COUNTY-  SD/BROOKINGS
 AB8819  COUNTRY     -  US
 AB8819  USGS QUAD   -  VOLGA (2017)
 AB8819
 AB8819                         *CURRENT SURVEY CONTROL
 AB8819  ______________________________________________________________________
 AB8819* NAD 83(1986) POSITION- 44 19 35.     (N) 096 54 52.     (W)   SCALED
 AB8819* NAVD 88 ORTHO HEIGHT -   495.037 (meters)     1624.13  (feet) ADJUSTED
 AB8819  ______________________________________________________________________
 AB8819  GEOID HEIGHT    -        -25.254 (meters)                     GEOID18
 AB8819  DYNAMIC HEIGHT  -        494.948 (meters)     1623.84  (feet) COMP
 AB8819  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 AB8819
 AB8819  VERT ORDER      -  FIRST     CLASS II
 AB8819
 AB8819.The horizontal coordinates were scaled from a map and have
 AB8819.an estimated accuracy of +/- 6 seconds.
 AB8819
 AB8819.The orthometric height was determined by differential leveling and
 AB8819.adjusted by the NATIONAL GEODETIC SURVEY
 AB8819.in October 1997.
 AB8819
 AB8819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8819.GEOID18 height accuracy estimate available here.
 AB8819
 AB8819.Click photographs - Photos may exist for this station.
 AB8819
 AB8819.The dynamic height is computed by dividing the NAVD 88
 AB8819.geopotential number by the normal gravity value computed on the
 AB8819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8819.degrees latitude (g = 980.6199 gals.).
 AB8819
 AB8819.The modeled gravity was interpolated from observed gravity values.
 AB8819
 AB8819;                    North         East    Units  Estimated Accuracy
 AB8819;SPC SD N     -    59,480.      846,070.      MT  (+/- 180 meters Scaled)
 AB8819
 AB8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ662102(NAD 83)
 AB8819
 AB8819                          SUPERSEDED SURVEY CONTROL
 AB8819
 AB8819.No superseded survey control is available for this station.
 AB8819
 AB8819_MARKER: DB = BENCH MARK DISK
 AB8819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8819_STAMPING: 14-413.85 1623.45
 AB8819_MARK LOGO: SDDT
 AB8819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8819+STABILITY: SURFACE MOTION
 AB8819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8819+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1994
 AB8819
 AB8819  HISTORY     - Date     Condition        Report By
 AB8819  HISTORY     - UNK      MONUMENTED       SDDT
 AB8819  HISTORY     - 19940920 GOOD             NGS
 AB8819
 AB8819                          STATION DESCRIPTION
 AB8819
 AB8819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8819'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8819'BROOKINGS, THENCE 10.1 KM (6.25 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8819'251.0 M (823.5 FT) WEST OF MILEPOST 414, 33.6 M (110.2 FT) NORTH OF
 AB8819'THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) EAST OF THE CENTER OF A FIELD
 AB8819'ENTRANCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 AB8819'FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST,
 AB8819'AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND
 AB8819'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8818 ***********************************************************************
 AB8818  DESIGNATION -  14 414.13
 AB8818  PID         -  AB8818
 AB8818  STATE/COUNTY-  SD/BROOKINGS
 AB8818  COUNTRY     -  US
 AB8818  USGS QUAD   -  VOLGA (2017)
 AB8818
 AB8818                         *CURRENT SURVEY CONTROL
 AB8818  ______________________________________________________________________
 AB8818* NAD 83(1986) POSITION- 44 19 34.82   (N) 096 54 31.38   (W)   HD_HELD1
 AB8818* NAVD 88 ORTHO HEIGHT -   494.042 (meters)     1620.87  (feet) ADJUSTED
 AB8818  ______________________________________________________________________
 AB8818  GEOID HEIGHT    -        -25.260 (meters)                     GEOID18
 AB8818  DYNAMIC HEIGHT  -        493.953 (meters)     1620.58  (feet) COMP
 AB8818  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 AB8818
 AB8818  VERT ORDER      -  FIRST     CLASS II
 AB8818
 AB8818.The horizontal coordinates were determined by differentially corrected
 AB8818.hand held GPS observations or other comparable positioning techniques
 AB8818.and have an estimated accuracy of +/- 3 meters.
 AB8818
 AB8818.The orthometric height was determined by differential leveling and
 AB8818.adjusted by the NATIONAL GEODETIC SURVEY
 AB8818.in October 1997.
 AB8818
 AB8818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8818.GEOID18 height accuracy estimate available here.
 AB8818
 AB8818.Click photographs - Photos may exist for this station.
 AB8818
 AB8818.The dynamic height is computed by dividing the NAVD 88
 AB8818.geopotential number by the normal gravity value computed on the
 AB8818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8818.degrees latitude (g = 980.6199 gals.).
 AB8818
 AB8818.The modeled gravity was interpolated from observed gravity values.
 AB8818
 AB8818;                    North         East    Units  Estimated Accuracy
 AB8818;SPC SD N     -    59,491.6     846,521.7     MT  (+/- 3 meters HH1 GPS) 
 AB8818
 AB8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6674510246(NAD 83)
 AB8818
 AB8818                          SUPERSEDED SURVEY CONTROL
 AB8818
 AB8818.No superseded survey control is available for this station.
 AB8818
 AB8818_MARKER: DB = BENCH MARK DISK
 AB8818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8818_STAMPING: 14-414.13 1620.16
 AB8818_MARK LOGO: SDDT
 AB8818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8818+STABILITY: SURFACE MOTION
 AB8818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8818+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1994
 AB8818
 AB8818  HISTORY     - Date     Condition        Report By
 AB8818  HISTORY     - UNK      MONUMENTED       SDDT
 AB8818  HISTORY     - 19941013 GOOD             NGS
 AB8818
 AB8818                          STATION DESCRIPTION
 AB8818
 AB8818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8818'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8818'BROOKINGS, THENCE 9.6 KM (5.95 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8818'180.0 M (590.5 FT) EAST OF MILEPOST 414, 49.8 M (163.4 FT) NORTH OF
 AB8818'THE HIGHWAY CENTERLINE, 17.3 M (56.8 FT) WEST OF THE CENTER OF A
 AB8818'GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 AB8818'(0.7 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AB8818'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0652 ***********************************************************************
 OR0652  DESIGNATION -  14 FG
 OR0652  PID         -  OR0652
 OR0652  STATE/COUNTY-  SD/GREGORY
 OR0652  COUNTRY     -  US
 OR0652  USGS QUAD   -  LUCAS (2017)
 OR0652
 OR0652                         *CURRENT SURVEY CONTROL
 OR0652  ______________________________________________________________________
 OR0652* NAD 83(1986) POSITION- 43 22 13.99   (N) 099 11 00.24   (W)   HD_HELD1
 OR0652* NAVD 88 ORTHO HEIGHT -   626.318 (meters)     2054.84  (feet) ADJUSTED
 OR0652  ______________________________________________________________________
 OR0652  GEOID HEIGHT    -        -26.214 (meters)                     GEOID18
 OR0652  DYNAMIC HEIGHT  -        626.097 (meters)     2054.12  (feet) COMP
 OR0652  MODELED GRAVITY -    980,247.3   (mgal)                       NAVD 88
 OR0652
 OR0652  VERT ORDER      -  FIRST     CLASS II
 OR0652
 OR0652.The horizontal coordinates were determined by differentially corrected
 OR0652.hand held GPS observations or other comparable positioning techniques
 OR0652.and have an estimated accuracy of +/- 3 meters.
 OR0652
 OR0652.The orthometric height was determined by differential leveling and
 OR0652.adjusted by the NATIONAL GEODETIC SURVEY
 OR0652.in June 1991.
 OR0652
 OR0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0652.GEOID18 height accuracy estimate available here.
 OR0652
 OR0652.Click photographs - Photos may exist for this station.
 OR0652
 OR0652.The dynamic height is computed by dividing the NAVD 88
 OR0652.geopotential number by the normal gravity value computed on the
 OR0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0652.degrees latitude (g = 980.6199 gals.).
 OR0652
 OR0652.The modeled gravity was interpolated from observed gravity values.
 OR0652
 OR0652;                    North         East    Units  Estimated Accuracy
 OR0652;SPC SD S     -   115,870.7     693,190.5     MT  (+/- 3 meters HH1 GPS) 
 OR0652
 OR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8514101981(NAD 83)
 OR0652
 OR0652                          SUPERSEDED SURVEY CONTROL
 OR0652
 OR0652  NGVD 29 (??/??/92)  625.967  (m)         2053.69   (f) ADJ UNCH    1 2
 OR0652
 OR0652.Superseded values are not recommended for survey control.
 OR0652
 OR0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0652.See file dsdata.pdf to determine how the superseded data were derived.
 OR0652
 OR0652_MARKER: DD = SURVEY DISK
 OR0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0652_STAMPING: 14 FG 1946 2054
 OR0652_MARK LOGO: USGS
 OR0652_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0652+STABILITY: SURFACE MOTION
 OR0652
 OR0652  HISTORY     - Date     Condition        Report By
 OR0652  HISTORY     - 1946     MONUMENTED       USGS
 OR0652  HISTORY     - 1949     GOOD             CGS
 OR0652  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0652
 OR0652                          STATION DESCRIPTION
 OR0652
 OR0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0652'26.3 MI NE FROM GREGORY.
 OR0652'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0652'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0652'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0652'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0652'NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A DIRT ROAD,
 OR0652'THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, AT A T-JUNCTION OF
 OR0652'ROADS, 0.2 MILE EAST OF A FARMHOUSE LOCATED ON THE TOP OF A HILL,
 OR0652'33 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 14 FEET
 OR0652'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST TO THE
 OR0652'FARMHOUSE, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF
 OR0652'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0652
 OR0652                          STATION RECOVERY (2013)
 OR0652
 OR0652'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0652'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0449 ***********************************************************************
 PS0449  DESIGNATION -  14 LW
 PS0449  PID         -  PS0449
 PS0449  STATE/COUNTY-  SD/HUGHES
 PS0449  COUNTRY     -  US
 PS0449  USGS QUAD   -  JOE CREEK (2017)
 PS0449
 PS0449                         *CURRENT SURVEY CONTROL
 PS0449  ______________________________________________________________________
 PS0449* NAD 83(1986) POSITION- 44 09 00.12   (N) 099 48 25.00   (W)   HD_HELD1
 PS0449* NAVD 88 ORTHO HEIGHT -   465.489 (meters)     1527.19  (feet) ADJUSTED
 PS0449  ______________________________________________________________________
 PS0449  GEOID HEIGHT    -        -24.215 (meters)                     GEOID18
 PS0449  DYNAMIC HEIGHT  -        465.389 (meters)     1526.86  (feet) COMP
 PS0449  MODELED GRAVITY -    980,388.6   (mgal)                       NAVD 88
 PS0449
 PS0449  VERT ORDER      -  FIRST     CLASS II
 PS0449
 PS0449.The horizontal coordinates were determined by differentially corrected
 PS0449.hand held GPS observations or other comparable positioning techniques
 PS0449.and have an estimated accuracy of +/- 3 meters.
 PS0449
 PS0449.The orthometric height was determined by differential leveling and
 PS0449.adjusted by the NATIONAL GEODETIC SURVEY
 PS0449.in June 1991.
 PS0449
 PS0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0449.GEOID18 height accuracy estimate available here.
 PS0449
 PS0449.Click photographs - Photos may exist for this station.
 PS0449
 PS0449.The dynamic height is computed by dividing the NAVD 88
 PS0449.geopotential number by the normal gravity value computed on the
 PS0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0449.degrees latitude (g = 980.6199 gals.).
 PS0449
 PS0449.The modeled gravity was interpolated from observed gravity values.
 PS0449
 PS0449;                    North         East    Units  Estimated Accuracy
 PS0449;SPC SD S     -   201,958.1     642,110.7     MT  (+/- 3 meters HH1 GPS) 
 PS0449
 PS0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3546788853(NAD 83)
 PS0449
 PS0449                          SUPERSEDED SURVEY CONTROL
 PS0449
 PS0449  NGVD 29 (??/??/92)  465.159  (m)         1526.11   (f) ADJ UNCH    1 2
 PS0449
 PS0449.Superseded values are not recommended for survey control.
 PS0449
 PS0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0449.See file dsdata.pdf to determine how the superseded data were derived.
 PS0449
 PS0449_MARKER: DD = SURVEY DISK
 PS0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0449_STAMPING: 14 LW 1946
 PS0449_MARK LOGO: USGS
 PS0449_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0449+STABILITY: SURFACE MOTION
 PS0449
 PS0449  HISTORY     - Date     Condition        Report By
 PS0449  HISTORY     - 1946     MONUMENTED       USGS
 PS0449  HISTORY     - 1949     GOOD             CGS
 PS0449
 PS0449                          STATION DESCRIPTION
 PS0449
 PS0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0449'2 MI E FROM JOE CREEK.
 PS0449'2.0 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0449'CREEK, AT THE CORNER OF SECTIONS 13, 14, 23 AND 24, T. 108 N.,
 PS0449'R. 75 W., 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 PS0449'WEST OF A FENCE, 6.5 FEET NORTHWEST OF A CORNER FENCE POST,
 PS0449'1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0449'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2175 ***********************************************************************
 PU2175  DESIGNATION -  14 RM
 PU2175  PID         -  PU2175
 PU2175  STATE/COUNTY-  SD/HAAKON
 PU2175  COUNTRY     -  US
 PU2175  USGS QUAD   -  HORSE TOOTH (2017)
 PU2175
 PU2175                         *CURRENT SURVEY CONTROL
 PU2175  ______________________________________________________________________
 PU2175* NAD 83(1996) POSITION- 44 09 13.83067(N) 102 00 27.48107(W)   ADJUSTED
 PU2175* NAVD 88 ORTHO HEIGHT -   781.    (meters)     2562.    (feet) SCALED
 PU2175  ______________________________________________________________________
 PU2175  GEOID HEIGHT    -        -19.848 (meters)                     GEOID18
 PU2175  LAPLACE CORR    -         -9.33  (seconds)                    DEFLEC18
 PU2175  HORZ ORDER      -  SECOND
 PU2175
 PU2175.The horizontal coordinates were established by classical geodetic methods
 PU2175.and adjusted by the National Geodetic Survey in January 1998.
 PU2175
 PU2175.The orthometric height was scaled from a topographic map.
 PU2175
 PU2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2175.GEOID18 height accuracy estimate available here.
 PU2175
 PU2175.Click photographs - Photos may exist for this station.
 PU2175
 PU2175.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2175
 PU2175. The following values were computed from the NAD 83(1996) position.
 PU2175
 PU2175;                    North         East     Units Scale Factor Converg.
 PU2175;SPC SD S     -   203,597.765   466,073.924   MT  0.99995051   -1 09 18.1
 PU2175;SPC SD S     -   667,970.33  1,529,110.87   sFT  0.99995051   -1 09 18.1
 PU2175;UTM  13      - 4,893,314.757   739,292.899   MT  1.00030429   +2 05 07.5
 PU2175;UTM  14      - 4,893,359.329   259,486.178   MT  1.00031150   -2 05 45.9
 PU2175
 PU2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2175!SPC SD S     -   0.99988059  x   0.99995051  =   0.99983111
 PU2175!UTM  13      -   0.99988059  x   1.00030429  =   1.00018485
 PU2175!UTM  14      -   0.99988059  x   1.00031150  =   1.00019206
 PU2175
 PU2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3929293314(NAD 83)
 PU2175
 PU2175                          SUPERSEDED SURVEY CONTROL
 PU2175
 PU2175  NAD 83(1986)-  44 09 13.82298(N)    102 00 27.48289(W) AD(       ) 2
 PU2175  NAD 27      -  44 09 13.87000(N)    102 00 25.94000(W) AD(       ) 2
 PU2175
 PU2175.Superseded values are not recommended for survey control.
 PU2175
 PU2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2175.See file dsdata.pdf to determine how the superseded data were derived.
 PU2175
 PU2175_MARKER: DD = SURVEY DISK
 PU2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2175_MARK LOGO: USGLO
 PU2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2175+STABILITY: SURFACE MOTION
 PU2175
 PU2175  HISTORY     - Date     Condition        Report By
 PU2175  HISTORY     - 1924     MONUMENTED       USGLO
 PU2175
 PU2175                          STATION DESCRIPTION
 PU2175
 PU2175'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2175'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND
 PU2175'BEARS TO THE SE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1038 ***********************************************************************
 OR1038  DESIGNATION -  1418.250
 OR1038  PID         -  OR1038
 OR1038  STATE/COUNTY-  SD/BRULE
 OR1038  COUNTRY     -  US
 OR1038  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1038
 OR1038                         *CURRENT SURVEY CONTROL
 OR1038  ______________________________________________________________________
 OR1038* NAD 83(1986) POSITION- 43 47 49.     (N) 099 20 47.     (W)   SCALED
 OR1038* NAVD 88 ORTHO HEIGHT -   432.603 (meters)     1419.30  (feet) ADJUSTED
 OR1038  ______________________________________________________________________
 OR1038  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 OR1038  DYNAMIC HEIGHT  -        432.489 (meters)     1418.92  (feet) COMP
 OR1038  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 OR1038
 OR1038  VERT ORDER      -  FIRST     CLASS II
 OR1038
 OR1038.The horizontal coordinates were scaled from a map and have
 OR1038.an estimated accuracy of +/- 6 seconds.
 OR1038
 OR1038.The orthometric height was determined by differential leveling and
 OR1038.adjusted by the NATIONAL GEODETIC SURVEY
 OR1038.in September 1993.
 OR1038
 OR1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1038.GEOID18 height accuracy estimate available here.
 OR1038
 OR1038.Click photographs - Photos may exist for this station.
 OR1038
 OR1038.The dynamic height is computed by dividing the NAVD 88
 OR1038.geopotential number by the normal gravity value computed on the
 OR1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1038.degrees latitude (g = 980.6199 gals.).
 OR1038
 OR1038.The modeled gravity was interpolated from observed gravity values.
 OR1038
 OR1038;                    North         East    Units  Estimated Accuracy
 OR1038;SPC SD S     -   163,070.      679,420.      MT  (+/- 180 meters Scaled)
 OR1038
 OR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP721493(NAD 83)
 OR1038
 OR1038                          SUPERSEDED SURVEY CONTROL
 OR1038
 OR1038.No superseded survey control is available for this station.
 OR1038
 OR1038_MARKER: DR = REFERENCE MARK DISK
 OR1038_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OR1038_SP_SET: ABUTMENT
 OR1038_STAMPING: 1418.250 1970
 OR1038_MARK LOGO: SDDT
 OR1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR1038+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1038
 OR1038  HISTORY     - Date     Condition        Report By
 OR1038  HISTORY     - 1970     MONUMENTED       SDDT
 OR1038  HISTORY     - 19910625 GOOD             NGS
 OR1038  HISTORY     - 20120312 GOOD             INDIV
 OR1038
 OR1038                          STATION DESCRIPTION
 OR1038
 OR1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1038'IN CHAMBERLAIN, AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND THE
 OR1038'MISSOURI RIVER, IN TOP OF AND 6.4 M (21.0 FT) SOUTHWEST OF THE
 OR1038'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 OR1038'BRIDGE SPANNING THE MISSOURI RIVER, AND 7.6 M (24.9 FT) NORTHEAST OF
 OR1038'AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
 OR1038
 OR1038                          STATION RECOVERY (2012)
 OR1038
 OR1038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0078 ***********************************************************************
 NN0078  DESIGNATION -  1420.4
 NN0078  PID         -  NN0078
 NN0078  STATE/COUNTY-  SD/BON HOMME
 NN0078  COUNTRY     -  US
 NN0078  USGS QUAD   -  NIOBRARA (2017)
 NN0078
 NN0078                         *CURRENT SURVEY CONTROL
 NN0078  ______________________________________________________________________
 NN0078* NAD 83(1986) POSITION- 42 50 12.     (N) 098 05 24.     (W)   SCALED
 NN0078* NAVD 88 ORTHO HEIGHT -   433.049 (meters)     1420.76  (feet) ADJUSTED
 NN0078  ______________________________________________________________________
 NN0078  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 NN0078  DYNAMIC HEIGHT  -        432.904 (meters)     1420.29  (feet) COMP
 NN0078  MODELED GRAVITY -    980,272.0   (mgal)                       NAVD 88
 NN0078
 NN0078  VERT ORDER      -  SECOND    CLASS 0
 NN0078
 NN0078.The horizontal coordinates were scaled from a map and have
 NN0078.an estimated accuracy of +/- 6 seconds.
 NN0078
 NN0078.The orthometric height was determined by differential leveling and
 NN0078.adjusted by the NATIONAL GEODETIC SURVEY
 NN0078.in June 1991.
 NN0078
 NN0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0078.GEOID18 height accuracy estimate available here.
 NN0078
 NN0078.Click photographs - Photos may exist for this station.
 NN0078
 NN0078.The dynamic height is computed by dividing the NAVD 88
 NN0078.geopotential number by the normal gravity value computed on the
 NN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0078.degrees latitude (g = 980.6199 gals.).
 NN0078
 NN0078.The modeled gravity was interpolated from observed gravity values.
 NN0078
 NN0078;                    North         East    Units  Estimated Accuracy
 NN0078;SPC SD S     -    58,390.      783,390.      MT  (+/- 180 meters Scaled)
 NN0078
 NN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN743430(NAD 83)
 NN0078
 NN0078                          SUPERSEDED SURVEY CONTROL
 NN0078
 NN0078  NGVD 29 (??/??/92)  432.815  (m)         1419.99   (f) ADJ UNCH    2 0
 NN0078
 NN0078.Superseded values are not recommended for survey control.
 NN0078
 NN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0078.See file dsdata.pdf to determine how the superseded data were derived.
 NN0078
 NN0078_MARKER: Q = CHISELED SQUARE
 NN0078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NN0078_SP_SET: CULVERT HEADWALL
 NN0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0078+STABILITY: SURFACE MOTION
 NN0078
 NN0078  HISTORY     - Date     Condition        Report By
 NN0078  HISTORY     - UNK      MONUMENTED       USGS
 NN0078  HISTORY     - 1949     GOOD             CGS
 NN0078
 NN0078                          STATION DESCRIPTION
 NN0078
 NN0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0078'9.7 MI NW FROM RUNNING WATER.
 NN0078'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0078'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0078'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST ALONG A
 NN0078'GRAVEL ROAD (BENCH MARK 97 JS(USGS) IS AT THIS POINT), THENCE
 NN0078'1.0 MILE NORTH ALONG A GRAVEL RODA, THENCE 2.0 MILES WEST ALONG
 NN0078'A GRAVEL ROAD, AT A T-JUNCTION OF ROADS, 102.3 FEET NORTHEAST OF
 NN0078'A TELEPHONE POLE, 123.4 FEET EAST OF A POWER LINE POLE, 99.0 FEET
 NN0078'NORTHEAST OF BENCH MARK X 337, 57.0 FEET EAST OF THE CENTER LINE
 NN0078'OF THE NORTH-SOUTH ROAD, 19.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0078'ROAD LEADING EAST, 0.6 FOOT SOUTH OF THE NORTH END OF A CONCRETE
 NN0078'PIPE CULVERT AND CUT ON TOP OF THE NORTH END OF THE CULVERT, 1.0
 NN0078'FOOT BELOW ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0197 ***********************************************************************
 OQ0197  DESIGNATION -  1422
 OQ0197  PID         -  OQ0197
 OQ0197  STATE/COUNTY-  SD/CLAY
 OQ0197  COUNTRY     -  US
 OQ0197  USGS QUAD   -  BERESFORD (2017)
 OQ0197
 OQ0197                         *CURRENT SURVEY CONTROL
 OQ0197  ______________________________________________________________________
 OQ0197* NAD 83(1986) POSITION- 43 05 01.     (N) 096 48 20.     (W)   SCALED
 OQ0197* NAVD 88 ORTHO HEIGHT -   433.511 (meters)     1422.28  (feet) ADJUSTED
 OQ0197  ______________________________________________________________________
 OQ0197  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 OQ0197  DYNAMIC HEIGHT  -        433.384 (meters)     1421.86  (feet) COMP
 OQ0197  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 OQ0197
 OQ0197  VERT ORDER      -  SECOND    CLASS 0
 OQ0197
 OQ0197.The horizontal coordinates were scaled from a map and have
 OQ0197.an estimated accuracy of +/- 6 seconds.
 OQ0197
 OQ0197.The orthometric height was determined by differential leveling and
 OQ0197.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0197.in June 1991.
 OQ0197
 OQ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0197.GEOID18 height accuracy estimate available here.
 OQ0197
 OQ0197.Click photographs - Photos may exist for this station.
 OQ0197
 OQ0197.The dynamic height is computed by dividing the NAVD 88
 OQ0197.geopotential number by the normal gravity value computed on the
 OQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0197.degrees latitude (g = 980.6199 gals.).
 OQ0197
 OQ0197.The modeled gravity was interpolated from observed gravity values.
 OQ0197
 OQ0197;                    North         East    Units  Estimated Accuracy
 OQ0197;SPC SD S     -    89,450.      887,170.      MT  (+/- 180 meters Scaled)
 OQ0197
 OQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN786724(NAD 83)
 OQ0197
 OQ0197                          SUPERSEDED SURVEY CONTROL
 OQ0197
 OQ0197  NGVD 29 (??/??/92)  433.274  (m)         1421.50   (f) ADJ UNCH    2 0
 OQ0197
 OQ0197.Superseded values are not recommended for survey control.
 OQ0197
 OQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0197.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0197
 OQ0197_MARKER: P = PIPE CAP
 OQ0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0197_STAMPING: YANKTON 1422
 OQ0197_MARK LOGO: USGS
 OQ0197_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0197
 OQ0197  HISTORY     - Date     Condition        Report By
 OQ0197  HISTORY     - UNK      MONUMENTED       USGS
 OQ0197  HISTORY     - 1934     GOOD             CGS
 OQ0197
 OQ0197                          STATION DESCRIPTION
 OQ0197
 OQ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0197'2 MI W FROM BERESFORD.
 OQ0197'IN CLAY COUNTY, 2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 OQ0197'RAILWAY FROM THE STATION AT BERESFORD, UNION COUNTY, AT A
 OQ0197'COUNTY CROSSROADS AT THE CORNER OF CLAY COUNTY, 28.5 FEET SOUTH
 OQ0197'OF THE CENTERLINE OF THE EAST AND WEST COUNTY ROAD, 21.5 FEET
 OQ0197'WEST OF THE CENTERLINE OF A NORTH AND SOUTH COUNTY ROAD, AND 8.7
 OQ0197'FEET NORTHEAST OF A FENCE CORNER.  A U.S. GEOLOGICAL SURVEY
 OQ0197'STANDARD CAP, STAMPED YANKTON 1422 AND RIVETED ON THE TOP OF A
 OQ0197'3-1/2 INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0125 ***********************************************************************
 PT0125  DESIGNATION -  1436
 PT0125  PID         -  PT0125
 PT0125  STATE/COUNTY-  SD/STANLEY
 PT0125  COUNTRY     -  US
 PT0125  USGS QUAD   -  PIERRE (2017)
 PT0125
 PT0125                         *CURRENT SURVEY CONTROL
 PT0125  ______________________________________________________________________
 PT0125* NAD 83(1986) POSITION- 44 21 18.     (N) 100 22 19.     (W)   SCALED
 PT0125* NAVD 88 ORTHO HEIGHT -   437.899 (meters)     1436.67  (feet) ADJUSTED
 PT0125  ______________________________________________________________________
 PT0125  GEOID HEIGHT    -        -23.490 (meters)                     GEOID18
 PT0125  DYNAMIC HEIGHT  -        437.810 (meters)     1436.38  (feet) COMP
 PT0125  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PT0125
 PT0125  VERT ORDER      -  FIRST     CLASS II
 PT0125
 PT0125.The horizontal coordinates were scaled from a map and have
 PT0125.an estimated accuracy of +/- 6 seconds.
 PT0125
 PT0125.The orthometric height was determined by differential leveling and
 PT0125.adjusted by the NATIONAL GEODETIC SURVEY
 PT0125.in June 1991.
 PT0125
 PT0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0125.GEOID18 height accuracy estimate available here.
 PT0125
 PT0125.Click photographs - Photos may exist for this station.
 PT0125
 PT0125.The dynamic height is computed by dividing the NAVD 88
 PT0125.geopotential number by the normal gravity value computed on the
 PT0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0125.degrees latitude (g = 980.6199 gals.).
 PT0125
 PT0125.The modeled gravity was interpolated from observed gravity values.
 PT0125
 PT0125;                    North         East    Units  Estimated Accuracy
 PT0125;SPC SD S     -   224,600.      596,920.      MT  (+/- 180 meters Scaled)
 PT0125
 PT0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ906122(NAD 83)
 PT0125
 PT0125                          SUPERSEDED SURVEY CONTROL
 PT0125
 PT0125  NGVD 29 (??/??/92)  437.520  (m)         1435.43   (f) ADJ UNCH    1 2
 PT0125
 PT0125.Superseded values are not recommended for survey control.
 PT0125
 PT0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0125.See file dsdata.pdf to determine how the superseded data were derived.
 PT0125
 PT0125_MARKER: DD = SURVEY DISK
 PT0125_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0125_SP_SET: SIDEWALK
 PT0125_STAMPING: 1435.430 1921
 PT0125_MARK LOGO: USGS
 PT0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0125+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1995
 PT0125
 PT0125  HISTORY     - Date     Condition        Report By
 PT0125  HISTORY     - 1921     MONUMENTED       USGS
 PT0125  HISTORY     - 1949     GOOD             CGS
 PT0125  HISTORY     - 1951     GOOD             CGS
 PT0125  HISTORY     - 19860930 GOOD             NGS
 PT0125  HISTORY     - 19950802 GOOD             NGS
 PT0125
 PT0125                          STATION DESCRIPTION
 PT0125
 PT0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0125'AT FORT PIERRE.
 PT0125'AT THE STOCK GROWERS BANK BUILDING, IN AN ALCOVE EAST OF THE
 PT0125'SOUTH ENTRANCE, 1.0 FOOT EAST OF THE BASE OF A COLUMN, SET IN
 PT0125'A CONCRETE BLOCK AT THE SIDEWALK LEVEL.
 PT0125
 PT0125                          STATION RECOVERY (1951)
 PT0125
 PT0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0125'RECOVERED IN GOOD CONDITION.
 PT0125
 PT0125                          STATION RECOVERY (1986)
 PT0125
 PT0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0125'AT FORT PIERRE, 0.2 KM (0.10 MI) EAST OF U.S. HIGHWAY 83, AT THE
 PT0125'CORNER OF MAIN AND DEADWOOD STREETS.
 PT0125
 PT0125                          STATION RECOVERY (1995)
 PT0125
 PT0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0125'IN FORT PIERRE, AT THE INTERSECTION OF MAIN AVENUE AND DEADWOOD
 PT0125'STREET, IN THE CONCRETE SIDEWALK ALONG THE NORTH SIDE OF THE AVENUE,
 PT0125'16.6 M (54.5 FT) WEST OF THE STREET CENTER, 15.8 M (51.8 FT) NORTH OF
 PT0125'AND LEVEL WITH THE AVENUE, 4.7 M (15.4 FT) NORTHWEST OF A FIRE
 PT0125'HYDRANT, AND 0.8 M (2.6 FT) SOUTH OF A BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9044 ***********************************************************************
 AB9044  DESIGNATION -  1463.46
 AB9044  PID         -  AB9044
 AB9044  STATE/COUNTY-  SD/HUGHES
 AB9044  COUNTRY     -  US
 AB9044  USGS QUAD   -  PIERRE (2017)
 AB9044
 AB9044                         *CURRENT SURVEY CONTROL
 AB9044  ______________________________________________________________________
 AB9044* NAD 83(1986) POSITION- 44 22 27.4    (N) 100 22 01.1    (W)   HD_HELD2
 AB9044* NAVD 88 ORTHO HEIGHT -   446.395 (meters)     1464.55  (feet) ADJUSTED
 AB9044  ______________________________________________________________________
 AB9044  GEOID HEIGHT    -        -23.421 (meters)                     GEOID18
 AB9044  DYNAMIC HEIGHT  -        446.307 (meters)     1464.26  (feet) COMP
 AB9044  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 AB9044
 AB9044  VERT ORDER      -  FIRST     CLASS II
 AB9044
 AB9044.The horizontal coordinates were established by autonomous hand held GPS
 AB9044.observations and have an estimated accuracy of +/- 10 meters.
 AB9044
 AB9044.The orthometric height was determined by differential leveling and
 AB9044.adjusted by the NATIONAL GEODETIC SURVEY
 AB9044.in October 1997.
 AB9044
 AB9044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9044.GEOID18 height accuracy estimate available here.
 AB9044
 AB9044.Click photographs - Photos may exist for this station.
 AB9044
 AB9044.The dynamic height is computed by dividing the NAVD 88
 AB9044.geopotential number by the normal gravity value computed on the
 AB9044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9044.degrees latitude (g = 980.6199 gals.).
 AB9044
 AB9044.The modeled gravity was interpolated from observed gravity values.
 AB9044
 AB9044;                    North         East    Units  Estimated Accuracy
 AB9044;SPC SD S     -   226,742.      597,319.      MT  (+/- 10 meters HH2 GPS)
 AB9044
 AB9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9109514353(NAD 83)
 AB9044
 AB9044                          SUPERSEDED SURVEY CONTROL
 AB9044
 AB9044.No superseded survey control is available for this station.
 AB9044
 AB9044_MARKER: DB = BENCH MARK DISK
 AB9044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB9044_SP_SET: PARAPET
 AB9044_STAMPING: 1463.46
 AB9044_MARK LOGO: SDHD
 AB9044_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9044+STABILITY: SURFACE MOTION
 AB9044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB9044+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 AB9044
 AB9044  HISTORY     - Date     Condition        Report By
 AB9044  HISTORY     - UNK      MONUMENTED       SDDT
 AB9044  HISTORY     - 19941121 GOOD             NGS
 AB9044  HISTORY     - 20120516 GOOD             INDIV
 AB9044
 AB9044                          STATION DESCRIPTION
 AB9044
 AB9044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9044'1.3 KM (0.80 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9044'IN PIERRE, IN TOP OF AND 1.1 M (3.6 FT) WEST OF THE EAST END OF THE
 AB9044'CONCRETE PARAPET DIVIDING THE EASTBOUND LANES AND A WALKWAY FOR A
 AB9044'HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER, 4.1 M (13.5 FT) SOUTH OF
 AB9044'THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 2.5 M (8.2 FT) NORTH
 AB9044'OF THE SOUTH END OF THE EAST BRIDGE ABUTMENT, 0.8 M (2.6 FT) NORTH OF
 AB9044'THE WALKWAY CENTER, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AB9044
 AB9044                          STATION RECOVERY (2012)
 AB9044
 AB9044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9632 ***********************************************************************
 AE9632  DESIGNATION -  1464.11=12 276.75
 AE9632  PID         -  AE9632
 AE9632  STATE/COUNTY-  SD/EDMUNDS
 AE9632  COUNTRY     -  US
 AE9632  USGS QUAD   -  MINA (2017)
 AE9632
 AE9632                         *CURRENT SURVEY CONTROL
 AE9632  ______________________________________________________________________
 AE9632* NAD 83(1986) POSITION- 45 26 21.     (N) 098 45 08.     (W)   SCALED
 AE9632* NAVD 88 ORTHO HEIGHT -   446.561 (meters)     1465.09  (feet) ADJUSTED
 AE9632  ______________________________________________________________________
 AE9632  GEOID HEIGHT    -        -23.979 (meters)                     GEOID18
 AE9632  DYNAMIC HEIGHT  -        446.529 (meters)     1464.99  (feet) COMP
 AE9632  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 AE9632
 AE9632  VERT ORDER      -  FIRST     CLASS II
 AE9632
 AE9632.The horizontal coordinates were scaled from a map and have
 AE9632.an estimated accuracy of +/- 6 seconds.
 AE9632
 AE9632.The orthometric height was determined by differential leveling and
 AE9632.adjusted by the NATIONAL GEODETIC SURVEY
 AE9632.in July 1998.
 AE9632
 AE9632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9632.GEOID18 height accuracy estimate available here.
 AE9632
 AE9632.Click photographs - Photos may exist for this station.
 AE9632
 AE9632.The dynamic height is computed by dividing the NAVD 88
 AE9632.geopotential number by the normal gravity value computed on the
 AE9632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9632.degrees latitude (g = 980.6199 gals.).
 AE9632
 AE9632.The modeled gravity was interpolated from observed gravity values.
 AE9632
 AE9632;                    North         East    Units  Estimated Accuracy
 AE9632;SPC SD N     -   179,200.      697,620.      MT  (+/- 180 meters Scaled)
 AE9632
 AE9632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR193317(NAD 83)
 AE9632
 AE9632                          SUPERSEDED SURVEY CONTROL
 AE9632
 AE9632.No superseded survey control is available for this station.
 AE9632
 AE9632_MARKER: DB = BENCH MARK DISK
 AE9632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE9632_SP_SET: ABUTMENT
 AE9632_STAMPING: 1464.11 1971
 AE9632_MARK LOGO: SDHD
 AE9632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9632+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9632
 AE9632  HISTORY     - Date     Condition        Report By
 AE9632  HISTORY     - 1971     MONUMENTED       SDDT
 AE9632  HISTORY     - 19970314 GOOD             NGS
 AE9632
 AE9632                          STATION DESCRIPTION
 AE9632
 AE9632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9632'19.0 KM (11.80 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST
 AE9632'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, IN TOP OF AND 3.0 M (9.8 FT)
 AE9632'WEST OF THE EAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 AE9632'OVERPASS OF THE BURLINGTON NORTHERN RAILROAD, 1210.4 M (3971.1 FT)
 AE9632'EAST OF MILEPOST 276, 7.5 M (24.6 FT) NORTHEAST OF THE HIGHWAY
 AE9632'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0129 ***********************************************************************
 PT0129  DESIGNATION -  1482
 PT0129  PID         -  PT0129
 PT0129  STATE/COUNTY-  SD/HUGHES
 PT0129  COUNTRY     -  US
 PT0129  USGS QUAD   -  PIERRE (2017)
 PT0129
 PT0129                         *CURRENT SURVEY CONTROL
 PT0129  ______________________________________________________________________
 PT0129* NAD 83(1986) POSITION- 44 22 10.     (N) 100 21 09.     (W)   SCALED
 PT0129* NAVD 88 ORTHO HEIGHT -   451.898 (meters)     1482.60  (feet) ADJUSTED
 PT0129  ______________________________________________________________________
 PT0129  GEOID HEIGHT    -        -23.444 (meters)                     GEOID18
 PT0129  DYNAMIC HEIGHT  -        451.811 (meters)     1482.32  (feet) COMP
 PT0129  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 PT0129
 PT0129  VERT ORDER      -  FIRST     CLASS II
 PT0129
 PT0129.This mark is at Pierre Airport (PIR)
 PT0129
 PT0129.The horizontal coordinates were scaled from a map and have
 PT0129.an estimated accuracy of +/- 6 seconds.
 PT0129
 PT0129.The orthometric height was determined by differential leveling and
 PT0129.adjusted by the NATIONAL GEODETIC SURVEY
 PT0129.in October 1997.
 PT0129
 PT0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0129.GEOID18 height accuracy estimate available here.
 PT0129
 PT0129.Click photographs - Photos may exist for this station.
 PT0129
 PT0129.The dynamic height is computed by dividing the NAVD 88
 PT0129.geopotential number by the normal gravity value computed on the
 PT0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0129.degrees latitude (g = 980.6199 gals.).
 PT0129
 PT0129.The modeled gravity was interpolated from observed gravity values.
 PT0129
 PT0129;                    North         East    Units  Estimated Accuracy
 PT0129;SPC SD S     -   226,200.      598,470.      MT  (+/- 180 meters Scaled)
 PT0129
 PT0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ922137(NAD 83)
 PT0129
 PT0129                          SUPERSEDED SURVEY CONTROL
 PT0129
 PT0129  NAVD 88 (06/15/91)  451.948  (m)         1482.77   (f) SUPERSEDED  1 2
 PT0129  NGVD 29 (??/??/92)  451.578  (m)         1481.55   (f) ADJ UNCH    1 2
 PT0129
 PT0129.Superseded values are not recommended for survey control.
 PT0129
 PT0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0129.See file dsdata.pdf to determine how the superseded data were derived.
 PT0129
 PT0129_MARKER: DB = BENCH MARK DISK
 PT0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PT0129_SP_SET: WINDOW WELL
 PT0129_STAMPING: 1481.552
 PT0129_MARK LOGO: USGS
 PT0129_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0129+STABILITY: SURFACE MOTION
 PT0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0129+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0129
 PT0129  HISTORY     - Date     Condition        Report By
 PT0129  HISTORY     - UNK      MONUMENTED       USGS
 PT0129  HISTORY     - 1949     GOOD             CGS
 PT0129  HISTORY     - 1951     GOOD             CGS
 PT0129  HISTORY     - 19860930 GOOD             NGS
 PT0129  HISTORY     - 19890121 GOOD             NGS
 PT0129  HISTORY     - 19941121 GOOD             NGS
 PT0129  HISTORY     - 20130116 GOOD             INDIV
 PT0129
 PT0129                          STATION DESCRIPTION
 PT0129
 PT0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0129'AT PIERRE.
 PT0129'AT PIERRE, AT THE POST OFFICE, ON THE SOUTHEAST SIDE OF THE
 PT0129'ENTRANCE ON THE SOUTH SIDE OF THE BUILDING, JUST NORTHWEST OF A
 PT0129'BASEMENT WINDOW, SET IN THE TOP OF THE COPING.
 PT0129
 PT0129                          STATION RECOVERY (1951)
 PT0129
 PT0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0129'RECOVERED IN GOOD CONDITION.
 PT0129
 PT0129                          STATION RECOVERY (1986)
 PT0129
 PT0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0129'AT PIERRE, AT THE CORNER OF CAPITOL AVENUE AND HURON AVENUE, AT THE
 PT0129'FORMER POST OFFICE BUILDING, IN THE TOP OF A COPING THAT IS EAST OF
 PT0129'A LARGE CONCRETE AND MARBLE PLANTER.
 PT0129
 PT0129                          STATION RECOVERY (1989)
 PT0129
 PT0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0129'STATION IS IN DOWNTOWN PIERRE, SD, AT A STATE OFFICE BLDG., AT EAST
 PT0129'CORNER OF HURON AVE. AND CAPITOL AVE., OCCUPIED BY THE DIVISION OF
 PT0129'FIRE SAFETY AND OTHERS (FORMER POST OFFICE), ON THE THE SOUTHEAST
 PT0129'SIDE OF THE FORMER ENTRANCE ON THE SOUTHWEST SIDE OF THE BUILDING,
 PT0129'JUST NORTHWEST OF A BASEMENT WINDOW, SET IN THE TOP OF STONE COPING.
 PT0129
 PT0129                          STATION RECOVERY (1994)
 PT0129
 PT0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT0129'IN PIERRE, AT THE INTERSECTION OF WEST CAPITAL AND NORTH HURON
 PT0129'AVENUES, NEAR THE NORTH CORNER OF A GRANITE WINDOW WELL, 34.8 M (114.2
 PT0129'FT) SOUTHEAST OF THE CENTER OF NORTH HURON AVENUE, 15.5 M (50.9 FT)
 PT0129'NORTHEAST OF THE CENTER OF WEST CAPITAL AVENUE, 0.6 M (2.0 FT)
 PT0129'SOUTHEAST OF THE SOUTHEAST EDGE OF A BALUSTRADE, 0.2 M (0.7 FT)
 PT0129'SOUTHWEST OF SOUTHWEST FACE THE BUILDING, 0.3 M (1.0 FT) ABOVE THE
 PT0129'LEVEL OF CAPITAL AVENUE, AND 0.2 M (0.7 FT) SOUTH OF THE NORTHWEST
 PT0129'CORNER OF THE WINDOW WELL.
 PT0129
 PT0129                          STATION RECOVERY (2013)
 PT0129
 PT0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0153 ***********************************************************************
 OQ0153  DESIGNATION -  1484 YNKTN
 OQ0153  PID         -  OQ0153
 OQ0153  STATE/COUNTY-  SD/LINCOLN
 OQ0153  COUNTRY     -  US
 OQ0153  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0153
 OQ0153                         *CURRENT SURVEY CONTROL
 OQ0153  ______________________________________________________________________
 OQ0153* NAD 83(1986) POSITION- 43 30 00.48   (N) 096 41 16.65   (W)   HD_HELD1
 OQ0153* NAVD 88 ORTHO HEIGHT -   452.342 (meters)     1484.06  (feet) ADJUSTED
 OQ0153  ______________________________________________________________________
 OQ0153  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 OQ0153  DYNAMIC HEIGHT  -        452.222 (meters)     1483.67  (feet) COMP
 OQ0153  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 OQ0153
 OQ0153  VERT ORDER      -  FIRST     CLASS II
 OQ0153
 OQ0153.The horizontal coordinates were determined by differentially corrected
 OQ0153.hand held GPS observations or other comparable positioning techniques
 OQ0153.and have an estimated accuracy of +/- 3 meters.
 OQ0153
 OQ0153.The orthometric height was determined by differential leveling and
 OQ0153.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0153.in June 1991.
 OQ0153
 OQ0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0153.GEOID18 height accuracy estimate available here.
 OQ0153
 OQ0153.Click photographs - Photos may exist for this station.
 OQ0153
 OQ0153.The dynamic height is computed by dividing the NAVD 88
 OQ0153.geopotential number by the normal gravity value computed on the
 OQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0153.degrees latitude (g = 980.6199 gals.).
 OQ0153
 OQ0153.The modeled gravity was interpolated from observed gravity values.
 OQ0153
 OQ0153;                    North         East    Units  Estimated Accuracy
 OQ0153;SPC SD S     -   136,089.4     894,703.7     MT  (+/- 3 meters HH1 GPS) 
 OQ0153
 OQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8691718952(NAD 83)
 OQ0153
 OQ0153                          SUPERSEDED SURVEY CONTROL
 OQ0153
 OQ0153  NGVD 29 (??/??/92)  452.072  (m)         1483.17   (f) ADJ UNCH    1 2
 OQ0153
 OQ0153.Superseded values are not recommended for survey control.
 OQ0153
 OQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0153.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0153
 OQ0153_MARKER: P = PIPE CAP
 OQ0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0153_STAMPING: 1483.219 YNKTN
 OQ0153_MARK LOGO: USGS
 OQ0153_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0153
 OQ0153  HISTORY     - Date     Condition        Report By
 OQ0153  HISTORY     - 1896     MONUMENTED       USGS
 OQ0153  HISTORY     - 1949     GOOD             CGS
 OQ0153  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 OQ0153
 OQ0153                          STATION DESCRIPTION
 OQ0153
 OQ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0153'4.8 MI NE FROM HARRISBURG.
 OQ0153'4.75 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0153'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, THENCE
 OQ0153'0.4 MILE EAST ALONG A GRAVELED ROAD AND COUNTY LINE, 60.0 FEET
 OQ0153'SOUTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 37.0 FEET WEST
 OQ0153'OF THE CENTER LINE OF T ROAD SOUTH, 27.0 FEET SOUTH OF A FENCE
 OQ0153'CORNER POST, 9.0 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1.5
 OQ0153'FEET EAST OF THE FENCE, 1.6 FEET NORTH OF A REFERENCE POST, A
 OQ0153'3-INCH ALUMINUM CAP RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 OQ0153'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OQ0153
 OQ0153                          STATION RECOVERY (2012)
 OQ0153
 OQ0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9891 ***********************************************************************
 AB9891  CBN         -  This is a Cooperative Base Network Control Station.
 AB9891  DESIGNATION -  15 194.19
 AB9891  PID         -  AB9891
 AB9891  STATE/COUNTY-  SD/ROBERTS
 AB9891  COUNTRY     -  US
 AB9891  USGS QUAD   -  WILMOT (2017)
 AB9891
 AB9891                         *CURRENT SURVEY CONTROL
 AB9891  ______________________________________________________________________
 AB9891* NAD 83(2011) POSITION- 45 24 46.70412(N) 096 46 01.95134(W)   ADJUSTED
 AB9891* NAD 83(2011) ELLIP HT-   328.348 (meters)        (06/27/12)   ADJUSTED
 AB9891* NAD 83(2011) EPOCH   -  2010.00
 AB9891* NAVD 88 ORTHO HEIGHT -   354.2   (meters)     1162.    (feet) GPS OBS
 AB9891  ______________________________________________________________________
 AB9891  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AB9891  GEOID HEIGHT    -        -25.819 (meters)                     GEOID03
 AB9891  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 AB9891  NAD 83(2011) X  -   -528,522.534 (meters)                     COMP
 AB9891  NAD 83(2011) Y  - -4,454,002.981 (meters)                     COMP
 AB9891  NAD 83(2011) Z  -  4,519,918.478 (meters)                     COMP
 AB9891  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 AB9891
 AB9891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9891  Standards:
 AB9891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9891  -------------------------------------------------------------------
 AB9891  NETWORK    0.33   0.78           0.15   0.11   0.40      0.14521562
 AB9891  -------------------------------------------------------------------
 AB9891  Click here for local accuracies and other accuracy information.
 AB9891
 AB9891.The horizontal coordinates were established by GPS observations
 AB9891.and adjusted by the National Geodetic Survey in June 2012.
 AB9891
 AB9891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9891.been affixed to the stable North American tectonic plate. See 
 AB9891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9891
 AB9891.The horizontal coordinates are valid at the epoch date displayed above
 AB9891.which is a decimal equivalence of Year/Month/Day.
 AB9891
 AB9891.The orthometric height was determined by GPS observations and a
 AB9891.high-resolution geoid model.
 AB9891
 AB9891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9891.GEOID18 height accuracy estimate available here.
 AB9891
 AB9891.Click photographs - Photos may exist for this station.
 AB9891
 AB9891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9891
 AB9891.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9891
 AB9891.The ellipsoidal height was determined by GPS observations
 AB9891.and is referenced to NAD 83.
 AB9891
 AB9891. The following values were computed from the NAD 83(2011) position.
 AB9891
 AB9891;                    North         East     Units Scale Factor Converg.
 AB9891;SPC SD N     -   180,588.003   852,980.045   MT  0.99995902   +2 17 16.7
 AB9891;SPC SD N     -   592,479.14  2,798,485.36   sFT  0.99995902   +2 17 16.7
 AB9891;UTM  14      - 5,031,253.179   674,708.796   MT  0.99997530   +1 35 26.0
 AB9891
 AB9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9891!SPC SD N     -   0.99994852  x   0.99995902  =   0.99990755
 AB9891!UTM  14      -   0.99994852  x   0.99997530  =   0.99992383
 AB9891
 AB9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7470831253(NAD 83)
 AB9891
 AB9891                          SUPERSEDED SURVEY CONTROL
 AB9891
 AB9891  NAD 83(2007)-  45 24 46.70394(N)    096 46 01.95218(W) AD(2002.00) 0
 AB9891  ELLIP H (02/10/07)  328.375  (m)                       GP(2002.00)    
 AB9891  ELLIP H (04/15/04)  328.419  (m)                       GP(       ) 2 1
 AB9891  NAD 83(1996)-  45 24 46.70324(N)    096 46 01.95171(W) AD(       ) B
 AB9891  ELLIP H (01/15/97)  328.400  (m)                       GP(       ) 4 1
 AB9891  NAVD 88 (04/18/97)  354.2    (m)  UNKNOWN  model used  GPS OBS        
 AB9891  NAVD 88 (01/15/97)  354.2    (m)  GEOID96  model used  GPS OBS        
 AB9891
 AB9891.Superseded values are not recommended for survey control.
 AB9891
 AB9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9891.See file dsdata.pdf to determine how the superseded data were derived.
 AB9891
 AB9891_MARKER: R = RIVET
 AB9891_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9891_STAMPING: 15-194.19 1994
 AB9891_MARK LOGO: SDDT
 AB9891_PROJECTION: RECESSED 18 CENTIMETERS
 AB9891_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9891+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 AB9891_ROD/PIPE-DEPTH: 6.4 meters
 AB9891_SLEEVE-DEPTH  : 1.8 meters
 AB9891
 AB9891  HISTORY     - Date     Condition        Report By
 AB9891  HISTORY     - 1994     MONUMENTED       SDDT
 AB9891  HISTORY     - 19950314 GOOD             MNDT
 AB9891  HISTORY     - 19960626 GOOD             NGS
 AB9891  HISTORY     - 20070830 GOOD             MNDT
 AB9891
 AB9891                          STATION DESCRIPTION
 AB9891
 AB9891'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 AB9891'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY SDDOT.
 AB9891'RECOVERY NOTE BY DAVID K.  HERDER TYPED BY J.E.M.
 AB9891
 AB9891                          STATION RECOVERY (1996)
 AB9891
 AB9891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9891'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTH OF CORONA AND 6.4
 AB9891'KM (3.95 MI) EAST OF WILMOT, ON SOUTH DAKOTA HIGHWAY 15.
 AB9891'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AB9891'JUNCTION OF COUNTY ROAD 11 AND MAIN STREET IN CORONA, GO NORTH ON
 AB9891'COUNTY ROAD 11 FOR 8.7 KM (5.40 MI) TO THE JUNCTION OF STATE HIGHWAY
 AB9891'15 NORTH, TURN LEFT AND GO WEST ON STATE HIGHWAY 15 FOR 0.5 KM (0.30
 AB9891'MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP
 AB9891'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 AB9891'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.3 M (73.2 FT) SOUTH OF
 AB9891'THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT) EAST OF THE CENTER OF A FIELD
 AB9891'ENTRANCE, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.6 M (2.0 FT) SOUTH OF A
 AB9891'METAL GUARD POST, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 AB9891'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9891'A 4-INCH PVC CAP.
 AB9891
 AB9891                          STATION RECOVERY (2007)
 AB9891
 AB9891'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 AB9891'4 MILES EAST OF WILMOT, 5 MILES NORTH OF CORONA, 5.4 MILES NORTH ALONG
 AB9891'COUNTY ROAD 11 FROM THE JUNCTION OF COUNTY ROAD 11 AND MAIN STREET IN
 AB9891'CORONA THEN 0.3 MILE WEST ON TRUNK HIGHWAY 15, 73.2 FEET SOUTH OF
 AB9891'HIGHWAY 15, 23 FEET EAST OF ENTRANCE, 2.3 FEET NORTH OF FENCE, 2 FEET
 AB9891'SOUTH OF METAL GUARD POST, 1.6 FEET NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9121 ***********************************************************************
 AB9121  DESIGNATION -  15 DEK
 AB9121  PID         -  AB9121
 AB9121  STATE/COUNTY-  SD/HAAKON
 AB9121  COUNTRY     -  US
 AB9121  USGS QUAD   -  MILESVILLE (2017)
 AB9121
 AB9121                         *CURRENT SURVEY CONTROL
 AB9121  ______________________________________________________________________
 AB9121* NAD 83(1986) POSITION- 44 24 03.     (N) 101 38 22.     (W)   SCALED
 AB9121* NAVD 88 ORTHO HEIGHT -   742.079 (meters)     2434.64  (feet) ADJUSTED
 AB9121  ______________________________________________________________________
 AB9121  GEOID HEIGHT    -        -21.039 (meters)                     GEOID18
 AB9121  DYNAMIC HEIGHT  -        741.887 (meters)     2434.01  (feet) COMP
 AB9121  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 AB9121
 AB9121  VERT ORDER      -  FIRST     CLASS II
 AB9121
 AB9121.The horizontal coordinates were scaled from a map and have
 AB9121.an estimated accuracy of +/- 6 seconds.
 AB9121
 AB9121.The orthometric height was determined by differential leveling and
 AB9121.adjusted by the NATIONAL GEODETIC SURVEY
 AB9121.in October 1997.
 AB9121
 AB9121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9121.GEOID18 height accuracy estimate available here.
 AB9121
 AB9121.Click photographs - Photos may exist for this station.
 AB9121
 AB9121.The dynamic height is computed by dividing the NAVD 88
 AB9121.geopotential number by the normal gravity value computed on the
 AB9121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9121.degrees latitude (g = 980.6199 gals.).
 AB9121
 AB9121.The modeled gravity was interpolated from observed gravity values.
 AB9121
 AB9121;                    North         East    Units  Estimated Accuracy
 AB9121;SPC SD S     -   230,510.      495,950.      MT  (+/- 180 meters Scaled)
 AB9121
 AB9121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ898197(NAD 83)
 AB9121
 AB9121                          SUPERSEDED SURVEY CONTROL
 AB9121
 AB9121.No superseded survey control is available for this station.
 AB9121
 AB9121_MARKER: DD = SURVEY DISK
 AB9121_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB9121+WITH SETTING: INFORMATION.
 AB9121_STAMPING: 15 DEK 1981
 AB9121_MARK LOGO: USGS
 AB9121_PROJECTION: FLUSH
 AB9121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9121+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9121
 AB9121  HISTORY     - Date     Condition        Report By
 AB9121  HISTORY     - 1981     MONUMENTED       USGS
 AB9121  HISTORY     - 19950718 GOOD             NGS
 AB9121  HISTORY     - 20120612 GOOD             INDIV
 AB9121
 AB9121                          STATION DESCRIPTION
 AB9121
 AB9121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9121'51.4 KM (31.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9121'OFFICE IN HAYES, 579.0 M (1899.6 FT) WEST OF MILEPOST 144, 30.4 M
 AB9121'(99.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 24.8 M (81.4 FT) WEST OF
 AB9121'THE CENTER OF A DRIVEWAY, 0.8 M (2.6 FT) EAST OF A WITNESS POST, 0.3 M
 AB9121'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A
 AB9121'FENCE.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH
 AB9121'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 AB9121
 AB9121                          STATION RECOVERY (2012)
 AB9121
 AB9121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2182 ***********************************************************************
 PU2182  DESIGNATION -  15 RM 1
 PU2182  PID         -  PU2182
 PU2182  STATE/COUNTY-  SD/PENNINGTON
 PU2182  COUNTRY     -  US
 PU2182  USGS QUAD   -  RAINY CREEK (2017)
 PU2182
 PU2182                         *CURRENT SURVEY CONTROL
 PU2182  ______________________________________________________________________
 PU2182* NAD 83(1996) POSITION- 44 10 05.37246(N) 102 14 52.34120(W)   ADJUSTED
 PU2182* NAVD 88 ORTHO HEIGHT -   874.    (meters)     2867.    (feet) SCALED
 PU2182  ______________________________________________________________________
 PU2182  GEOID HEIGHT    -        -19.078 (meters)                     GEOID18
 PU2182  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 PU2182  HORZ ORDER      -  SECOND
 PU2182
 PU2182.The horizontal coordinates were established by classical geodetic methods
 PU2182.and adjusted by the National Geodetic Survey in January 1998.
 PU2182
 PU2182.The orthometric height was scaled from a topographic map.
 PU2182
 PU2182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2182.GEOID18 height accuracy estimate available here.
 PU2182
 PU2182.Click photographs - Photos may exist for this station.
 PU2182
 PU2182.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2182
 PU2182. The following values were computed from the NAD 83(1996) position.
 PU2182
 PU2182;                    North         East     Units Scale Factor Converg.
 PU2182;SPC SD S     -   205,603.295   446,897.242   MT  0.99995288   -1 19 14.7
 PU2182;SPC SD S     -   674,550.14  1,466,195.37   sFT  0.99995288   -1 19 14.7
 PU2182;UTM  13      - 4,894,233.589   720,027.796   MT  1.00019544   +1 55 06.1
 PU2182
 PU2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2182!SPC SD S     -   0.99986589  x   0.99995288  =   0.99981878
 PU2182!UTM  13      -   0.99986589  x   1.00019544  =   1.00006131
 PU2182
 PU2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2002794233(NAD 83)
 PU2182
 PU2182                          SUPERSEDED SURVEY CONTROL
 PU2182
 PU2182  NAD 83(1986)-  44 10 05.36429(N)    102 14 52.34321(W) AD(       ) 2
 PU2182  NAD 27      -  44 10 05.42000(N)    102 14 50.77000(W) AD(       ) 2
 PU2182
 PU2182.Superseded values are not recommended for survey control.
 PU2182
 PU2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2182.See file dsdata.pdf to determine how the superseded data were derived.
 PU2182
 PU2182_MARKER: DD = SURVEY DISK
 PU2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2182_MARK LOGO: USGLO
 PU2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2182+STABILITY: SURFACE MOTION
 PU2182
 PU2182  HISTORY     - Date     Condition        Report By
 PU2182  HISTORY     - 1924     MONUMENTED       USGLO
 PU2182
 PU2182                          STATION DESCRIPTION
 PU2182
 PU2182'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2182'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 PU2182'AND BEARS TO THE NE, 14.162 METERS DISTANT FROM STATION GLO
 PU2182'CORNER 15 N 44 DEG 16 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2180 ***********************************************************************
 PU2180  DESIGNATION -  15 RM 2
 PU2180  PID         -  PU2180
 PU2180  STATE/COUNTY-  SD/PENNINGTON
 PU2180  COUNTRY     -  US
 PU2180  USGS QUAD   -  RAINY CREEK (2017)
 PU2180
 PU2180                         *CURRENT SURVEY CONTROL
 PU2180  ______________________________________________________________________
 PU2180* NAD 83(1996) POSITION- 44 10 07.59060(N) 102 14 58.70392(W)   ADJUSTED
 PU2180* NAVD 88 ORTHO HEIGHT -   879.5   (meters)     2885.    (feet) VERTCON3
 PU2180  ______________________________________________________________________
 PU2180  GEOID HEIGHT    -        -19.075 (meters)                     GEOID18
 PU2180  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 PU2180  HORZ ORDER      -  SECOND
 PU2180
 PU2180.The horizontal coordinates were established by classical geodetic methods
 PU2180.and adjusted by the National Geodetic Survey in January 1998.
 PU2180
 PU2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2180
 PU2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2180.GEOID18 height accuracy estimate available here.
 PU2180
 PU2180.Click photographs - Photos may exist for this station.
 PU2180
 PU2180.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2180
 PU2180. The following values were computed from the NAD 83(1996) position.
 PU2180
 PU2180;                    North         East     Units Scale Factor Converg.
 PU2180;SPC SD S     -   205,674.997   446,757.509   MT  0.99995299   -1 19 19.1
 PU2180;SPC SD S     -   674,785.39  1,465,736.93   sFT  0.99995299   -1 19 19.1
 PU2180;UTM  13      - 4,894,297.296   719,884.200   MT  1.00019467   +1 55 01.7
 PU2180
 PU2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2180!SPC SD S     -   0.99986511  x   0.99995299  =   0.99981810
 PU2180!UTM  13      -   0.99986511  x   1.00019467  =   1.00005975
 PU2180
 PU2180:                Primary Azimuth Mark                     Grid Az
 PU2180:SPC SD S     -  WALL NORTH BASE                          055 32 20.3
 PU2180:UTM  13      -  WALL NORTH BASE                          052 17 59.5
 PU2180
 PU2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1988494297(NAD 83)
 PU2180
 PU2180|---------------------------------------------------------------------|
 PU2180| PID    Reference Object                     Distance      Geod. Az  |
 PU2180|                                                           dddmmss.s |
 PU2180| PU0429 WALL NORTH BASE                     APPROX. 3.9 KM 0541301.2 |
 PU2180| PU2181 T2 3N R15 16E SECS 1 6 31 36        153.177 METERS 12052     |
 PU2180|---------------------------------------------------------------------|
 PU2180
 PU2180                          SUPERSEDED SURVEY CONTROL
 PU2180
 PU2180  NAD 83(1986)-  44 10 07.58242(N)    102 14 58.70592(W) AD(       ) 2
 PU2180  NAD 27      -  44 10 07.63200(N)    102 14 57.13400(W) AD(       ) 2
 PU2180  NGVD 29 (07/19/86)  879.0    (m)         2884.     (f) VERT ANG       
 PU2180
 PU2180.Superseded values are not recommended for survey control.
 PU2180
 PU2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2180.See file dsdata.pdf to determine how the superseded data were derived.
 PU2180
 PU2180_MARKER: DD = SURVEY DISK
 PU2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2180_MARK LOGO: USGLO
 PU2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2180+STABILITY: SURFACE MOTION
 PU2180
 PU2180  HISTORY     - Date     Condition        Report By
 PU2180  HISTORY     - 1924     MONUMENTED       USGLO
 PU2180
 PU2180                          STATION DESCRIPTION
 PU2180
 PU2180'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2180'REFERENCE MARK NO. 2 IS
 PU2180'A STANDARD BRONZE DISK SET IN CONCRETE, ON TOP OF LOW KNOLL
 PU2180'(SERVED AS AN ECCENTRIC STATION), AND BEAR TO THE NW, 153.283
 PU2180'METERS DISTANT (INCLINED) FROM STATION GENERAL LAND OFFICE CORNER 15
 PU2180'N 59 DEG 08 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0431 ***********************************************************************
 OQ0431  DESIGNATION -  1514
 OQ0431  PID         -  OQ0431
 OQ0431  STATE/COUNTY-  SD/HUTCHINSON
 OQ0431  COUNTRY     -  US
 OQ0431  USGS QUAD   -  FREEMAN (2017)
 OQ0431
 OQ0431                         *CURRENT SURVEY CONTROL
 OQ0431  ______________________________________________________________________
 OQ0431* NAD 83(1986) POSITION- 43 21 08.     (N) 097 26 09.     (W)   SCALED
 OQ0431* NAVD 88 ORTHO HEIGHT -   461.657 (meters)     1514.62  (feet) ADJUSTED
 OQ0431  ______________________________________________________________________
 OQ0431  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 OQ0431  DYNAMIC HEIGHT  -        461.531 (meters)     1514.21  (feet) COMP
 OQ0431  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 OQ0431
 OQ0431  VERT ORDER      -  SECOND    CLASS 0
 OQ0431
 OQ0431.The horizontal coordinates were scaled from a map and have
 OQ0431.an estimated accuracy of +/- 6 seconds.
 OQ0431
 OQ0431.The orthometric height was determined by differential leveling and
 OQ0431.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0431.in June 1991.
 OQ0431
 OQ0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0431.GEOID18 height accuracy estimate available here.
 OQ0431
 OQ0431.Click photographs - Photos may exist for this station.
 OQ0431
 OQ0431.The dynamic height is computed by dividing the NAVD 88
 OQ0431.geopotential number by the normal gravity value computed on the
 OQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0431.degrees latitude (g = 980.6199 gals.).
 OQ0431
 OQ0431.The modeled gravity was interpolated from observed gravity values.
 OQ0431
 OQ0431;                    North         East    Units  Estimated Accuracy
 OQ0431;SPC SD S     -   117,290.      834,840.      MT  (+/- 180 meters Scaled)
 OQ0431
 OQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP267011(NAD 83)
 OQ0431
 OQ0431                          SUPERSEDED SURVEY CONTROL
 OQ0431
 OQ0431  NGVD 29 (??/??/92)  461.381  (m)         1513.71   (f) ADJ UNCH    2 0
 OQ0431
 OQ0431.Superseded values are not recommended for survey control.
 OQ0431
 OQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0431.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0431
 OQ0431_MARKER: P = PIPE CAP
 OQ0431_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0431_STAMPING: YNKTN 1514
 OQ0431_MARK LOGO: USGS
 OQ0431_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0431
 OQ0431  HISTORY     - Date     Condition        Report By
 OQ0431  HISTORY     - 1896     MONUMENTED       USGS
 OQ0431  HISTORY     - 1934     GOOD             CGS
 OQ0431
 OQ0431                          STATION DESCRIPTION
 OQ0431
 OQ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0431'AT FREEMAN.
 OQ0431'AT FREEMAN, HUTCHINSON COUNTY, ABOUT 280 YARDS SOUTH OF THE
 OQ0431'SOUTH RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0431'RAILROAD, 38 FEET WEST OF THE CENTER LINE OF POPLAR STREET, 5.7
 OQ0431'FEET WEST OF THE WEST EDGE OF A SIDEWALK, AND 3 FEET SOUTHWEST
 OQ0431'OF A PUMPING STATION CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 OQ0431'STANDARD CAP, STAMPED 1514 AND RIVETED ON THE TOP OF A 3 1/2-INCH
 OQ0431'IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0352 ***********************************************************************
 PT0352  DESIGNATION -  1514.0
 PT0352  PID         -  PT0352
 PT0352  STATE/COUNTY-  SD/STANLEY
 PT0352  COUNTRY     -  US
 PT0352  USGS QUAD   -  TETON (2017)
 PT0352
 PT0352                         *CURRENT SURVEY CONTROL
 PT0352  ______________________________________________________________________
 PT0352* NAD 83(1986) POSITION- 44 17 07.     (N) 100 30 38.     (W)   SCALED
 PT0352* NAVD 88 ORTHO HEIGHT -   461.893 (meters)     1515.39  (feet) ADJUSTED
 PT0352  ______________________________________________________________________
 PT0352  GEOID HEIGHT    -        -23.565 (meters)                     GEOID18
 PT0352  DYNAMIC HEIGHT  -        461.791 (meters)     1515.06  (feet) COMP
 PT0352  MODELED GRAVITY -    980,385.2   (mgal)                       NAVD 88
 PT0352
 PT0352  VERT ORDER      -  SECOND    CLASS 0
 PT0352
 PT0352.The horizontal coordinates were scaled from a map and have
 PT0352.an estimated accuracy of +/- 6 seconds.
 PT0352
 PT0352.The orthometric height was determined by differential leveling and
 PT0352.adjusted by the NATIONAL GEODETIC SURVEY
 PT0352.in June 1991.
 PT0352
 PT0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0352.GEOID18 height accuracy estimate available here.
 PT0352
 PT0352.Click photographs - Photos may exist for this station.
 PT0352
 PT0352.The dynamic height is computed by dividing the NAVD 88
 PT0352.geopotential number by the normal gravity value computed on the
 PT0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0352.degrees latitude (g = 980.6199 gals.).
 PT0352
 PT0352.The modeled gravity was interpolated from observed gravity values.
 PT0352
 PT0352;                    North         East    Units  Estimated Accuracy
 PT0352;SPC SD S     -   216,870.      585,850.      MT  (+/- 180 meters Scaled)
 PT0352
 PT0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ794046(NAD 83)
 PT0352
 PT0352                          SUPERSEDED SURVEY CONTROL
 PT0352
 PT0352  NGVD 29 (??/??/92)  461.504  (m)         1514.12   (f) ADJ UNCH    2 0
 PT0352
 PT0352.Superseded values are not recommended for survey control.
 PT0352
 PT0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0352.See file dsdata.pdf to determine how the superseded data were derived.
 PT0352
 PT0352_MARKER: Q = CHISELED SQUARE
 PT0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0352_SP_SET: BRIDGE ABUTMENT
 PT0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0352
 PT0352  HISTORY     - Date     Condition        Report By
 PT0352  HISTORY     - UNK      MONUMENTED       USGS
 PT0352  HISTORY     - 1934     GOOD             CGS
 PT0352
 PT0352                          STATION DESCRIPTION
 PT0352
 PT0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0352'0.5 MI W FROM TETON.
 PT0352'0.5 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0352'THE STATION AT TETON, STANLEY COUNTY, AT THE NORTHEAST CORNER
 PT0352'OF THE STEEL BRIDGE OVER BAD RIVER, AND ON THE CONCRETE ABUTMENT.
 PT0352'A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0353 ***********************************************************************
 PT0353  DESIGNATION -  1517.4
 PT0353  PID         -  PT0353
 PT0353  STATE/COUNTY-  SD/STANLEY
 PT0353  COUNTRY     -  US
 PT0353  USGS QUAD   -  TETON (2017)
 PT0353
 PT0353                         *CURRENT SURVEY CONTROL
 PT0353  ______________________________________________________________________
 PT0353* NAD 83(1986) POSITION- 44 17 34.28   (N) 100 29 59.83   (W)   HD_HELD1
 PT0353* NAVD 88 ORTHO HEIGHT -   462.927 (meters)     1518.79  (feet) ADJUSTED
 PT0353  ______________________________________________________________________
 PT0353  GEOID HEIGHT    -        -23.560 (meters)                     GEOID18
 PT0353  DYNAMIC HEIGHT  -        462.824 (meters)     1518.45  (feet) COMP
 PT0353  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 PT0353
 PT0353  VERT ORDER      -  SECOND    CLASS 0
 PT0353
 PT0353.The horizontal coordinates were determined by differentially corrected
 PT0353.hand held GPS observations or other comparable positioning techniques
 PT0353.and have an estimated accuracy of +/- 3 meters.
 PT0353
 PT0353.The orthometric height was determined by differential leveling and
 PT0353.adjusted by the NATIONAL GEODETIC SURVEY
 PT0353.in June 1991.
 PT0353
 PT0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0353.GEOID18 height accuracy estimate available here.
 PT0353
 PT0353.Click photographs - Photos may exist for this station.
 PT0353
 PT0353.The dynamic height is computed by dividing the NAVD 88
 PT0353.geopotential number by the normal gravity value computed on the
 PT0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0353.degrees latitude (g = 980.6199 gals.).
 PT0353
 PT0353.The modeled gravity was interpolated from observed gravity values.
 PT0353
 PT0353;                    North         East    Units  Estimated Accuracy
 PT0353;SPC SD S     -   217,707.3     586,702.3     MT  (+/- 3 meters HH1 GPS) 
 PT0353
 PT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8033505494(NAD 83)
 PT0353
 PT0353                          SUPERSEDED SURVEY CONTROL
 PT0353
 PT0353  NGVD 29 (??/??/92)  462.537  (m)         1517.51   (f) ADJ UNCH    2 0
 PT0353
 PT0353.Superseded values are not recommended for survey control.
 PT0353
 PT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0353.See file dsdata.pdf to determine how the superseded data were derived.
 PT0353
 PT0353_MARKER: DD = SURVEY DISK
 PT0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0353_MARK LOGO: USGS
 PT0353_PROJECTION: PROJECTING 38 CENTIMETERS
 PT0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0353+STABILITY: SURFACE MOTION
 PT0353
 PT0353  HISTORY     - Date     Condition        Report By
 PT0353  HISTORY     - UNK      MONUMENTED       USGS
 PT0353  HISTORY     - 1934     GOOD             CGS
 PT0353
 PT0353                          STATION DESCRIPTION
 PT0353
 PT0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0353'AT TETON.
 PT0353'AT TETON, STANLEY COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PT0353'RAILWAY, 8 POLES NORTHEAST OF THE STATION, 103 FEET NORTHWEST
 PT0353'OF THE CENTERLINE OF THE TRACK, 6 FEET EAST OF A FENCE CORNER,
 PT0353'AND ABOUT 15 INCHES ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL
 PT0353'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0349 ***********************************************************************
 PT0349  DESIGNATION -  1530.0
 PT0349  PID         -  PT0349
 PT0349  STATE/COUNTY-  SD/STANLEY
 PT0349  COUNTRY     -  US
 PT0349  USGS QUAD   -  TETON (2017)
 PT0349
 PT0349                         *CURRENT SURVEY CONTROL
 PT0349  ______________________________________________________________________
 PT0349* NAD 83(1986) POSITION- 44 16 11.     (N) 100 32 28.     (W)   SCALED
 PT0349* NAVD 88 ORTHO HEIGHT -   466.771 (meters)     1531.40  (feet) ADJUSTED
 PT0349  ______________________________________________________________________
 PT0349  GEOID HEIGHT    -        -23.562 (meters)                     GEOID18
 PT0349  DYNAMIC HEIGHT  -        466.661 (meters)     1531.04  (feet) COMP
 PT0349  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 PT0349
 PT0349  VERT ORDER      -  SECOND    CLASS 0
 PT0349
 PT0349.The horizontal coordinates were scaled from a map and have
 PT0349.an estimated accuracy of +/- 6 seconds.
 PT0349
 PT0349.The orthometric height was determined by differential leveling and
 PT0349.adjusted by the NATIONAL GEODETIC SURVEY
 PT0349.in June 1991.
 PT0349
 PT0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0349.GEOID18 height accuracy estimate available here.
 PT0349
 PT0349.Click photographs - Photos may exist for this station.
 PT0349
 PT0349.The dynamic height is computed by dividing the NAVD 88
 PT0349.geopotential number by the normal gravity value computed on the
 PT0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0349.degrees latitude (g = 980.6199 gals.).
 PT0349
 PT0349.The modeled gravity was interpolated from observed gravity values.
 PT0349
 PT0349;                    North         East    Units  Estimated Accuracy
 PT0349;SPC SD S     -   215,140.      583,410.      MT  (+/- 180 meters Scaled)
 PT0349
 PT0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ770029(NAD 83)
 PT0349
 PT0349                          SUPERSEDED SURVEY CONTROL
 PT0349
 PT0349  NGVD 29 (??/??/92)  466.375  (m)         1530.10   (f) ADJ UNCH    2 0
 PT0349
 PT0349.Superseded values are not recommended for survey control.
 PT0349
 PT0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0349.See file dsdata.pdf to determine how the superseded data were derived.
 PT0349
 PT0349_MARKER: S = SPIKE
 PT0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PT0349_SP_SET: MILEPOST
 PT0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0349
 PT0349  HISTORY     - Date     Condition        Report By
 PT0349  HISTORY     - UNK      MONUMENTED       USGS
 PT0349  HISTORY     - 1934     GOOD             CGS
 PT0349
 PT0349                          STATION DESCRIPTION
 PT0349
 PT0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0349'2.5 MI W FROM TETON.
 PT0349'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0349'THE STATION AT TETON, STANLEY COUNTY, AND AT THE FIRST TELEGRAPH
 PT0349'POLE WEST OF MILEPOST 496.  A SPIKE IN THE TELEGRAPH POLE, MARKED
 PT0349'1530.0.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0350 ***********************************************************************
 PT0350  DESIGNATION -  1533.5
 PT0350  PID         -  PT0350
 PT0350  STATE/COUNTY-  SD/STANLEY
 PT0350  COUNTRY     -  US
 PT0350  USGS QUAD   -  TETON (2017)
 PT0350
 PT0350                         *CURRENT SURVEY CONTROL
 PT0350  ______________________________________________________________________
 PT0350* NAD 83(1986) POSITION- 44 16 36.     (N) 100 31 25.     (W)   SCALED
 PT0350* NAVD 88 ORTHO HEIGHT -   467.850 (meters)     1534.94  (feet) ADJUSTED
 PT0350  ______________________________________________________________________
 PT0350  GEOID HEIGHT    -        -23.569 (meters)                     GEOID18
 PT0350  DYNAMIC HEIGHT  -        467.743 (meters)     1534.59  (feet) COMP
 PT0350  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 PT0350
 PT0350  VERT ORDER      -  SECOND    CLASS 0
 PT0350
 PT0350.The horizontal coordinates were scaled from a map and have
 PT0350.an estimated accuracy of +/- 6 seconds.
 PT0350
 PT0350.The orthometric height was determined by differential leveling and
 PT0350.adjusted by the NATIONAL GEODETIC SURVEY
 PT0350.in June 1991.
 PT0350
 PT0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0350.GEOID18 height accuracy estimate available here.
 PT0350
 PT0350.Click photographs - Photos may exist for this station.
 PT0350
 PT0350.The dynamic height is computed by dividing the NAVD 88
 PT0350.geopotential number by the normal gravity value computed on the
 PT0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0350.degrees latitude (g = 980.6199 gals.).
 PT0350
 PT0350.The modeled gravity was interpolated from observed gravity values.
 PT0350
 PT0350;                    North         East    Units  Estimated Accuracy
 PT0350;SPC SD S     -   215,910.      584,810.      MT  (+/- 180 meters Scaled)
 PT0350
 PT0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ784037(NAD 83)
 PT0350
 PT0350                          SUPERSEDED SURVEY CONTROL
 PT0350
 PT0350  NGVD 29 (??/??/92)  467.457  (m)         1533.65   (f) ADJ UNCH    2 0
 PT0350
 PT0350.Superseded values are not recommended for survey control.
 PT0350
 PT0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0350.See file dsdata.pdf to determine how the superseded data were derived.
 PT0350
 PT0350_MARKER: S = SPIKE
 PT0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PT0350_SP_SET: MILEPOST
 PT0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0350
 PT0350  HISTORY     - Date     Condition        Report By
 PT0350  HISTORY     - UNK      MONUMENTED       USGS
 PT0350  HISTORY     - 1934     GOOD             CGS
 PT0350
 PT0350                          STATION DESCRIPTION
 PT0350
 PT0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0350'1.4 MI W FROM TETON.
 PT0350'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0350'THE STATION AT TETON, STANLEY COUNTY, AND AT MILEPOLE 495.  A
 PT0350'SPIKE IN THE BASE OF THE POLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0348 ***********************************************************************
 PT0348  DESIGNATION -  1541
 PT0348  PID         -  PT0348
 PT0348  STATE/COUNTY-  SD/STANLEY
 PT0348  COUNTRY     -  US
 PT0348  USGS QUAD   -  TETON (2017)
 PT0348
 PT0348                         *CURRENT SURVEY CONTROL
 PT0348  ______________________________________________________________________
 PT0348* NAD 83(1986) POSITION- 44 15 54.54   (N) 100 33 29.71   (W)   HD_HELD1
 PT0348* NAVD 88 ORTHO HEIGHT -   468.816 (meters)     1538.11  (feet) ADJUSTED
 PT0348  ______________________________________________________________________
 PT0348  GEOID HEIGHT    -        -23.548 (meters)                     GEOID18
 PT0348  DYNAMIC HEIGHT  -        468.703 (meters)     1537.74  (feet) COMP
 PT0348  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 PT0348
 PT0348  VERT ORDER      -  SECOND    CLASS 0
 PT0348
 PT0348.The horizontal coordinates were determined by differentially corrected
 PT0348.hand held GPS observations or other comparable positioning techniques
 PT0348.and have an estimated accuracy of +/- 3 meters.
 PT0348
 PT0348.The orthometric height was determined by differential leveling and
 PT0348.adjusted by the NATIONAL GEODETIC SURVEY
 PT0348.in June 1991.
 PT0348
 PT0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0348.GEOID18 height accuracy estimate available here.
 PT0348
 PT0348.Click photographs - Photos may exist for this station.
 PT0348
 PT0348.The dynamic height is computed by dividing the NAVD 88
 PT0348.geopotential number by the normal gravity value computed on the
 PT0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0348.degrees latitude (g = 980.6199 gals.).
 PT0348
 PT0348.The modeled gravity was interpolated from observed gravity values.
 PT0348
 PT0348;                    North         East    Units  Estimated Accuracy
 PT0348;SPC SD S     -   214,639.8     582,041.2     MT  (+/- 3 meters HH1 GPS) 
 PT0348
 PT0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7562502503(NAD 83)
 PT0348
 PT0348                          SUPERSEDED SURVEY CONTROL
 PT0348
 PT0348  NGVD 29 (??/??/92)  468.417  (m)         1536.80   (f) ADJ UNCH    2 0
 PT0348
 PT0348.Superseded values are not recommended for survey control.
 PT0348
 PT0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0348.See file dsdata.pdf to determine how the superseded data were derived.
 PT0348
 PT0348_MARKER: P = PIPE CAP
 PT0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0348_STAMPING: 1541 MC 53 1922
 PT0348_MARK LOGO: USGS
 PT0348_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0348
 PT0348  HISTORY     - Date     Condition        Report By
 PT0348  HISTORY     - 1922     MONUMENTED       USGS
 PT0348  HISTORY     - 1934     GOOD             CGS
 PT0348
 PT0348                          STATION DESCRIPTION
 PT0348
 PT0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0348'3.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0348'THE STATION AT TETON, STANLEY COUNTY, IN THE NORTHEAST CORNER OF
 PT0348'SECTION 31, T4N, R30E, 175 FEET EAST OF THE EAST END OF BRIDGE
 PT0348'NO. 1533, 33 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 9
 PT0348'FEET NORTH OF A TELEGRAPH POLE.  A UNITED STATES GEOLOGICAL
 PT0348'SURVEY STANDARD CAP, STAMPED 1541 MC 53 1922 AND RIVETED ON THE
 PT0348'TOP OF A 3-1/2 INCH-IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0347 ***********************************************************************
 PT0347  DESIGNATION -  1553.4
 PT0347  PID         -  PT0347
 PT0347  STATE/COUNTY-  SD/STANLEY
 PT0347  COUNTRY     -  US
 PT0347  USGS QUAD   -  TETON (2017)
 PT0347
 PT0347                         *CURRENT SURVEY CONTROL
 PT0347  ______________________________________________________________________
 PT0347* NAD 83(1986) POSITION- 44 15 36.     (N) 100 34 42.     (W)   SCALED
 PT0347* NAVD 88 ORTHO HEIGHT -   473.920 (meters)     1554.85  (feet) ADJUSTED
 PT0347  ______________________________________________________________________
 PT0347  GEOID HEIGHT    -        -23.530 (meters)                     GEOID18
 PT0347  DYNAMIC HEIGHT  -        473.805 (meters)     1554.48  (feet) COMP
 PT0347  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 PT0347
 PT0347  VERT ORDER      -  SECOND    CLASS 0
 PT0347
 PT0347.The horizontal coordinates were scaled from a map and have
 PT0347.an estimated accuracy of +/- 6 seconds.
 PT0347
 PT0347.The orthometric height was determined by differential leveling and
 PT0347.adjusted by the NATIONAL GEODETIC SURVEY
 PT0347.in June 1991.
 PT0347
 PT0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0347.GEOID18 height accuracy estimate available here.
 PT0347
 PT0347.Click photographs - Photos may exist for this station.
 PT0347
 PT0347.The dynamic height is computed by dividing the NAVD 88
 PT0347.geopotential number by the normal gravity value computed on the
 PT0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0347.degrees latitude (g = 980.6199 gals.).
 PT0347
 PT0347.The modeled gravity was interpolated from observed gravity values.
 PT0347
 PT0347;                    North         East    Units  Estimated Accuracy
 PT0347;SPC SD S     -   214,070.      580,440.      MT  (+/- 180 meters Scaled)
 PT0347
 PT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ740019(NAD 83)
 PT0347
 PT0347                          SUPERSEDED SURVEY CONTROL
 PT0347
 PT0347  NGVD 29 (??/??/92)  473.520  (m)         1553.54   (f) ADJ UNCH    2 0
 PT0347
 PT0347.Superseded values are not recommended for survey control.
 PT0347
 PT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0347.See file dsdata.pdf to determine how the superseded data were derived.
 PT0347
 PT0347_MARKER: S = SPIKE
 PT0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PT0347_SP_SET: BASE
 PT0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0347
 PT0347  HISTORY     - Date     Condition        Report By
 PT0347  HISTORY     - UNK      MONUMENTED       USGS
 PT0347  HISTORY     - 1934     GOOD             CGS
 PT0347
 PT0347                          STATION DESCRIPTION
 PT0347
 PT0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0347'4.5 MI W FROM TETON.
 PT0347'4.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0347'THE STATION AT TETON, STANLEY COUNTY, AND AT THE FIRST TELEPHONE
 PT0347'POLE EAST OF MILEPOST 498.  A SPIKE IN THE BASE OF THE POLE,
 PT0347'MARKED 1553.4.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0345 ***********************************************************************
 PT0345  DESIGNATION -  1566
 PT0345  PID         -  PT0345
 PT0345  STATE/COUNTY-  SD/STANLEY
 PT0345  COUNTRY     -  US
 PT0345  USGS QUAD   -  TETON (2017)
 PT0345
 PT0345                         *CURRENT SURVEY CONTROL
 PT0345  ______________________________________________________________________
 PT0345* NAD 83(1986) POSITION- 44 15 39.98   (N) 100 36 50.55   (W)   HD_HELD1
 PT0345* NAVD 88 ORTHO HEIGHT -   476.516 (meters)     1563.37  (feet) ADJUSTED
 PT0345  ______________________________________________________________________
 PT0345  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 PT0345  DYNAMIC HEIGHT  -        476.402 (meters)     1563.00  (feet) COMP
 PT0345  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 PT0345
 PT0345  VERT ORDER      -  SECOND    CLASS 0
 PT0345
 PT0345.The horizontal coordinates were determined by differentially corrected
 PT0345.hand held GPS observations or other comparable positioning techniques
 PT0345.and have an estimated accuracy of +/- 3 meters.
 PT0345
 PT0345.The orthometric height was determined by differential leveling and
 PT0345.adjusted by the NATIONAL GEODETIC SURVEY
 PT0345.in June 1991.
 PT0345
 PT0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0345.GEOID18 height accuracy estimate available here.
 PT0345
 PT0345.Click photographs - Photos may exist for this station.
 PT0345
 PT0345.The dynamic height is computed by dividing the NAVD 88
 PT0345.geopotential number by the normal gravity value computed on the
 PT0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0345.degrees latitude (g = 980.6199 gals.).
 PT0345
 PT0345.The modeled gravity was interpolated from observed gravity values.
 PT0345
 PT0345;                    North         East    Units  Estimated Accuracy
 PT0345;SPC SD S     -   214,204.0     577,585.1     MT  (+/- 3 meters HH1 GPS) 
 PT0345
 PT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7116402140(NAD 83)
 PT0345
 PT0345                          SUPERSEDED SURVEY CONTROL
 PT0345
 PT0345  NGVD 29 (??/??/92)  476.116  (m)         1562.06   (f) ADJ UNCH    2 0
 PT0345
 PT0345.Superseded values are not recommended for survey control.
 PT0345
 PT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0345.See file dsdata.pdf to determine how the superseded data were derived.
 PT0345
 PT0345_MARKER: P = PIPE CAP
 PT0345_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0345_STAMPING: 1566 MC 52 1922
 PT0345_MARK LOGO: USGS
 PT0345_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0345
 PT0345  HISTORY     - Date     Condition        Report By
 PT0345  HISTORY     - 1922     MONUMENTED       USGS
 PT0345  HISTORY     - 1934     GOOD             CGS
 PT0345
 PT0345                          STATION DESCRIPTION
 PT0345
 PT0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0345'3.2 MI E FROM WENDTE.
 PT0345'3.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0345'THE STATION AT WENDTE, STANLEY COUNTY, 4 FEET NORTH OF MILEPOST
 PT0345'500, 39 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET
 PT0345'FROM A FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PT0345'CAP, STAMPED 1566 MC 52 1922 RIVETED ON THE TOP OF A 3-1/2-INCH
 PT0345'IRON PIPE AND MARKED 1561.8.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5604 ***********************************************************************
 AC5604  DESIGNATION -  16 000.18
 AC5604  PID         -  AC5604
 AC5604  STATE/COUNTY-  SD/CUSTER
 AC5604  COUNTRY     -  US
 AC5604  USGS QUAD   -  FANNY PEAK (2017)
 AC5604
 AC5604                         *CURRENT SURVEY CONTROL
 AC5604  ______________________________________________________________________
 AC5604* NAD 83(1986) POSITION- 43 45 37.13   (N) 104 03 08.26   (W)   HD_HELD1
 AC5604* NAVD 88 ORTHO HEIGHT -  1361.968 (meters)     4468.39  (feet) ADJUSTED
 AC5604  ______________________________________________________________________
 AC5604  GEOID HEIGHT    -        -13.748 (meters)                     GEOID18
 AC5604  DYNAMIC HEIGHT  -       1361.388 (meters)     4466.49  (feet) COMP
 AC5604  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 AC5604
 AC5604  VERT ORDER      -  FIRST     CLASS II
 AC5604
 AC5604.The horizontal coordinates were determined by differentially corrected
 AC5604.hand held GPS observations or other comparable positioning techniques
 AC5604.and have an estimated accuracy of +/- 3 meters.
 AC5604
 AC5604.The orthometric height was determined by differential leveling and
 AC5604.adjusted by the NATIONAL GEODETIC SURVEY
 AC5604.in October 1997.
 AC5604
 AC5604.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5604.GEOID18 height accuracy estimate available here.
 AC5604
 AC5604.Click photographs - Photos may exist for this station.
 AC5604
 AC5604.The dynamic height is computed by dividing the NAVD 88
 AC5604.geopotential number by the normal gravity value computed on the
 AC5604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5604.degrees latitude (g = 980.6199 gals.).
 AC5604
 AC5604.The modeled gravity was interpolated from observed gravity values.
 AC5604
 AC5604;                    North         East    Units  Estimated Accuracy
 AC5604;SPC SD S     -   165,228.8     300,645.1     MT  (+/- 3 meters HH1 GPS) 
 AC5604
 AC5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7628645688(NAD 83)
 AC5604
 AC5604                          SUPERSEDED SURVEY CONTROL
 AC5604
 AC5604.No superseded survey control is available for this station.
 AC5604
 AC5604_MARKER: DB = BENCH MARK DISK
 AC5604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5604_STAMPING: 16-0.18 1994
 AC5604_MARK LOGO: SDDT
 AC5604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5604+STABILITY: SURFACE MOTION
 AC5604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5604+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5604
 AC5604  HISTORY     - Date     Condition        Report By
 AC5604  HISTORY     - 1994     MONUMENTED       SDDT
 AC5604  HISTORY     - 19950418 GOOD             NGS
 AC5604
 AC5604                          STATION DESCRIPTION
 AC5604
 AC5604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5604'43.0 KM (26.70 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5604'IN CUSTER, 256.0 M (839.9 FT) EAST OF MILEPOST 0, 64.1 M (210.3 FT)
 AC5604'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 25.5 M (83.7 FT) NORTH OF
 AC5604'THE NORTHEAST END OF A CULVERT UNDER THE HIGHWAY, 22.6 M (74.1 FT)
 AC5604'NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AC5604'THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT)
 AC5604'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5604'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5605 ***********************************************************************
 AC5605  DESIGNATION -  16 000.60
 AC5605  PID         -  AC5605
 AC5605  STATE/COUNTY-  SD/CUSTER
 AC5605  COUNTRY     -  US
 AC5605  USGS QUAD   -  FANNY PEAK (2017)
 AC5605
 AC5605                         *CURRENT SURVEY CONTROL
 AC5605  ______________________________________________________________________
 AC5605* NAD 83(1986) POSITION- 43 45 15.     (N) 104 02 43.     (W)   SCALED
 AC5605* NAVD 88 ORTHO HEIGHT -  1373.960 (meters)     4507.73  (feet) ADJUSTED
 AC5605  ______________________________________________________________________
 AC5605  GEOID HEIGHT    -        -13.738 (meters)                     GEOID18
 AC5605  DYNAMIC HEIGHT  -       1373.374 (meters)     4505.81  (feet) COMP
 AC5605  MODELED GRAVITY -    980,143.0   (mgal)                       NAVD 88
 AC5605
 AC5605  VERT ORDER      -  FIRST     CLASS II
 AC5605
 AC5605.The horizontal coordinates were scaled from a map and have
 AC5605.an estimated accuracy of +/- 6 seconds.
 AC5605
 AC5605.The orthometric height was determined by differential leveling and
 AC5605.adjusted by the NATIONAL GEODETIC SURVEY
 AC5605.in October 1997.
 AC5605
 AC5605.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5605.GEOID18 height accuracy estimate available here.
 AC5605
 AC5605.Click photographs - Photos may exist for this station.
 AC5605
 AC5605.The dynamic height is computed by dividing the NAVD 88
 AC5605.geopotential number by the normal gravity value computed on the
 AC5605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5605.degrees latitude (g = 980.6199 gals.).
 AC5605
 AC5605.The modeled gravity was interpolated from observed gravity values.
 AC5605
 AC5605;                    North         East    Units  Estimated Accuracy
 AC5605;SPC SD S     -   164,520.      301,180.      MT  (+/- 180 meters Scaled)
 AC5605
 AC5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ768450(NAD 83)
 AC5605
 AC5605                          SUPERSEDED SURVEY CONTROL
 AC5605
 AC5605.No superseded survey control is available for this station.
 AC5605
 AC5605_MARKER: DB = BENCH MARK DISK
 AC5605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5605_STAMPING: 16-0.60 1994
 AC5605_MARK LOGO: SDDT
 AC5605_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5605+STABILITY: SURFACE MOTION
 AC5605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5605+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5605
 AC5605  HISTORY     - Date     Condition        Report By
 AC5605  HISTORY     - 1994     MONUMENTED       SDDT
 AC5605  HISTORY     - 19950418 GOOD             NGS
 AC5605
 AC5605                          STATION DESCRIPTION
 AC5605
 AC5605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5605'42.1 KM (26.15 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5605'IN CUSTER, 1197.0 M (3927.2 FT) SOUTHEAST OF MILEPOST 0, 34.4 M (112.9
 AC5605'FT) NORTH OF THE NORTHEAST END OF A CULVERT UNDER THE HIGHWAY, 23.0 M
 AC5605'(75.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW
 AC5605'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE, 0.2 M
 AC5605'(0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AC5605'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5606 ***********************************************************************
 AC5606  DESIGNATION -  16 001.43
 AC5606  PID         -  AC5606
 AC5606  STATE/COUNTY-  SD/CUSTER
 AC5606  COUNTRY     -  US
 AC5606  USGS QUAD   -  CLIFTON (2017)
 AC5606
 AC5606                         *CURRENT SURVEY CONTROL
 AC5606  ______________________________________________________________________
 AC5606* NAD 83(1986) POSITION- 43 44 47.     (N) 104 02 17.     (W)   SCALED
 AC5606* NAVD 88 ORTHO HEIGHT -  1409.180 (meters)     4623.28  (feet) ADJUSTED
 AC5606  ______________________________________________________________________
 AC5606  GEOID HEIGHT    -        -13.732 (meters)                     GEOID18
 AC5606  DYNAMIC HEIGHT  -       1408.578 (meters)     4621.31  (feet) COMP
 AC5606  MODELED GRAVITY -    980,141.3   (mgal)                       NAVD 88
 AC5606
 AC5606  VERT ORDER      -  FIRST     CLASS II
 AC5606
 AC5606.The horizontal coordinates were scaled from a map and have
 AC5606.an estimated accuracy of +/- 6 seconds.
 AC5606
 AC5606.The orthometric height was determined by differential leveling and
 AC5606.adjusted by the NATIONAL GEODETIC SURVEY
 AC5606.in October 1997.
 AC5606
 AC5606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5606.GEOID18 height accuracy estimate available here.
 AC5606
 AC5606.Click photographs - Photos may exist for this station.
 AC5606
 AC5606.The dynamic height is computed by dividing the NAVD 88
 AC5606.geopotential number by the normal gravity value computed on the
 AC5606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5606.degrees latitude (g = 980.6199 gals.).
 AC5606
 AC5606.The modeled gravity was interpolated from observed gravity values.
 AC5606
 AC5606;                    North         East    Units  Estimated Accuracy
 AC5606;SPC SD S     -   163,630.      301,720.      MT  (+/- 180 meters Scaled)
 AC5606
 AC5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ774441(NAD 83)
 AC5606
 AC5606                          SUPERSEDED SURVEY CONTROL
 AC5606
 AC5606.No superseded survey control is available for this station.
 AC5606
 AC5606_MARKER: DB = BENCH MARK DISK
 AC5606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5606_STAMPING: 16-1.43 1994
 AC5606_MARK LOGO: SDDT
 AC5606_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5606+STABILITY: SURFACE MOTION
 AC5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5606+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5606
 AC5606  HISTORY     - Date     Condition        Report By
 AC5606  HISTORY     - 1994     MONUMENTED       SDDT
 AC5606  HISTORY     - 19950418 GOOD             NGS
 AC5606
 AC5606                          STATION DESCRIPTION
 AC5606
 AC5606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5606'41.0 KM (25.45 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5606'IN CUSTER, 695.0 M (2280.2 FT) SOUTHEAST OF MILEPOST 1, 72.0 M (236.2
 AC5606'FT) SOUTHEAST OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 54.0 M
 AC5606'(177.2 FT) NORTH OF BENCH MARK TT 97 WM RESET, 25.0 M (82.0 FT) EAST
 AC5606'OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) NORTH OF A T-FENCE CORNER,
 AC5606'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF
 AC5606'A FENCE, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 AC5606'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5608 ***********************************************************************
 AC5608  DESIGNATION -  16 002.28
 AC5608  PID         -  AC5608
 AC5608  STATE/COUNTY-  SD/CUSTER
 AC5608  COUNTRY     -  US
 AC5608  USGS QUAD   -  CLIFTON (2017)
 AC5608
 AC5608                         *CURRENT SURVEY CONTROL
 AC5608  ______________________________________________________________________
 AC5608* NAD 83(1986) POSITION- 43 44 17.     (N) 104 01 32.     (W)   SCALED
 AC5608* NAVD 88 ORTHO HEIGHT -  1408.647 (meters)     4621.54  (feet) ADJUSTED
 AC5608  ______________________________________________________________________
 AC5608  GEOID HEIGHT    -        -13.715 (meters)                     GEOID18
 AC5608  DYNAMIC HEIGHT  -       1408.029 (meters)     4619.51  (feet) COMP
 AC5608  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 AC5608
 AC5608  VERT ORDER      -  FIRST     CLASS II
 AC5608
 AC5608.The horizontal coordinates were scaled from a map and have
 AC5608.an estimated accuracy of +/- 6 seconds.
 AC5608
 AC5608.The orthometric height was determined by differential leveling and
 AC5608.adjusted by the NATIONAL GEODETIC SURVEY
 AC5608.in October 1997.
 AC5608
 AC5608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5608.GEOID18 height accuracy estimate available here.
 AC5608
 AC5608.Click photographs - Photos may exist for this station.
 AC5608
 AC5608.The dynamic height is computed by dividing the NAVD 88
 AC5608.geopotential number by the normal gravity value computed on the
 AC5608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5608.degrees latitude (g = 980.6199 gals.).
 AC5608
 AC5608.The modeled gravity was interpolated from observed gravity values.
 AC5608
 AC5608;                    North         East    Units  Estimated Accuracy
 AC5608;SPC SD S     -   162,660.      302,690.      MT  (+/- 180 meters Scaled)
 AC5608
 AC5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ784432(NAD 83)
 AC5608
 AC5608                          SUPERSEDED SURVEY CONTROL
 AC5608
 AC5608.No superseded survey control is available for this station.
 AC5608
 AC5608_MARKER: DB = BENCH MARK DISK
 AC5608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5608_STAMPING: 16-2.28 1994
 AC5608_MARK LOGO: SDDT
 AC5608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5608+STABILITY: SURFACE MOTION
 AC5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5608+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5608
 AC5608  HISTORY     - Date     Condition        Report By
 AC5608  HISTORY     - 1994     MONUMENTED       SDDT
 AC5608  HISTORY     - 19950418 GOOD             NGS
 AC5608
 AC5608                          STATION DESCRIPTION
 AC5608
 AC5608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5608'39.7 KM (24.65 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5608'IN CUSTER, 446.0 M (1463.3 FT) SOUTHEAST OF MILEPOST 2, 35.2 M (115.5
 AC5608'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 21.2 M (69.6 FT) SOUTHEAST OF
 AC5608'A FENCE CORNER, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.1 M
 AC5608'(3.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 AC5608'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5609 ***********************************************************************
 AC5609  DESIGNATION -  16 003.12
 AC5609  PID         -  AC5609
 AC5609  STATE/COUNTY-  SD/CUSTER
 AC5609  COUNTRY     -  US
 AC5609  USGS QUAD   -  CLIFTON (2017)
 AC5609
 AC5609                         *CURRENT SURVEY CONTROL
 AC5609  ______________________________________________________________________
 AC5609* NAD 83(1986) POSITION- 43 43 52.     (N) 104 00 37.     (W)   SCALED
 AC5609* NAVD 88 ORTHO HEIGHT -  1447.250 (meters)     4748.19  (feet) ADJUSTED
 AC5609  ______________________________________________________________________
 AC5609  GEOID HEIGHT    -        -13.694 (meters)                     GEOID18
 AC5609  DYNAMIC HEIGHT  -       1446.613 (meters)     4746.10  (feet) COMP
 AC5609  MODELED GRAVITY -    980,126.9   (mgal)                       NAVD 88
 AC5609
 AC5609  VERT ORDER      -  FIRST     CLASS II
 AC5609
 AC5609.The horizontal coordinates were scaled from a map and have
 AC5609.an estimated accuracy of +/- 6 seconds.
 AC5609
 AC5609.The orthometric height was determined by differential leveling and
 AC5609.adjusted by the NATIONAL GEODETIC SURVEY
 AC5609.in October 1997.
 AC5609
 AC5609.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5609.GEOID18 height accuracy estimate available here.
 AC5609
 AC5609.Click photographs - Photos may exist for this station.
 AC5609
 AC5609.The dynamic height is computed by dividing the NAVD 88
 AC5609.geopotential number by the normal gravity value computed on the
 AC5609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5609.degrees latitude (g = 980.6199 gals.).
 AC5609
 AC5609.The modeled gravity was interpolated from observed gravity values.
 AC5609
 AC5609;                    North         East    Units  Estimated Accuracy
 AC5609;SPC SD S     -   161,840.      303,880.      MT  (+/- 180 meters Scaled)
 AC5609
 AC5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ797424(NAD 83)
 AC5609
 AC5609                          SUPERSEDED SURVEY CONTROL
 AC5609
 AC5609.No superseded survey control is available for this station.
 AC5609
 AC5609_MARKER: DB = BENCH MARK DISK
 AC5609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5609_STAMPING: 16-3.12 1994
 AC5609_MARK LOGO: SDDT
 AC5609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5609+STABILITY: SURFACE MOTION
 AC5609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5609+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5609
 AC5609  HISTORY     - Date     Condition        Report By
 AC5609  HISTORY     - 1994     MONUMENTED       SDDT
 AC5609  HISTORY     - 19950418 GOOD             NGS
 AC5609
 AC5609                          STATION DESCRIPTION
 AC5609
 AC5609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5609'38.2 KM (23.75 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5609'IN CUSTER, 297.0 M (974.4 FT) EAST OF MILEPOST 3, 98.7 M (323.8 FT)
 AC5609'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 26.4 M (86.6 FT)
 AC5609'EAST OF THE NORTHEAST END OF A CULVERT UNDER THE HIGHWAY, 23.1 M (75.8
 AC5609'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AC5609'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0
 AC5609'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AC5609'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5610 ***********************************************************************
 AC5610  DESIGNATION -  16 003.46
 AC5610  PID         -  AC5610
 AC5610  STATE/COUNTY-  SD/CUSTER
 AC5610  COUNTRY     -  US
 AC5610  USGS QUAD   -  CLIFTON (2017)
 AC5610
 AC5610                         *CURRENT SURVEY CONTROL
 AC5610  ______________________________________________________________________
 AC5610* NAD 83(1986) POSITION- 43 43 44.     (N) 104 00 15.     (W)   SCALED
 AC5610* NAVD 88 ORTHO HEIGHT -  1457.057 (meters)     4780.36  (feet) ADJUSTED
 AC5610  ______________________________________________________________________
 AC5610  GEOID HEIGHT    -        -13.685 (meters)                     GEOID18
 AC5610  DYNAMIC HEIGHT  -       1456.415 (meters)     4778.25  (feet) COMP
 AC5610  MODELED GRAVITY -    980,126.0   (mgal)                       NAVD 88
 AC5610
 AC5610  VERT ORDER      -  FIRST     CLASS II
 AC5610
 AC5610.The horizontal coordinates were scaled from a map and have
 AC5610.an estimated accuracy of +/- 6 seconds.
 AC5610
 AC5610.The orthometric height was determined by differential leveling and
 AC5610.adjusted by the NATIONAL GEODETIC SURVEY
 AC5610.in October 1997.
 AC5610
 AC5610.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5610.GEOID18 height accuracy estimate available here.
 AC5610
 AC5610.Click photographs - Photos may exist for this station.
 AC5610
 AC5610.The dynamic height is computed by dividing the NAVD 88
 AC5610.geopotential number by the normal gravity value computed on the
 AC5610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5610.degrees latitude (g = 980.6199 gals.).
 AC5610
 AC5610.The modeled gravity was interpolated from observed gravity values.
 AC5610
 AC5610;                    North         East    Units  Estimated Accuracy
 AC5610;SPC SD S     -   161,570.      304,360.      MT  (+/- 180 meters Scaled)
 AC5610
 AC5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ802422(NAD 83)
 AC5610
 AC5610                          SUPERSEDED SURVEY CONTROL
 AC5610
 AC5610.No superseded survey control is available for this station.
 AC5610
 AC5610_MARKER: DB = BENCH MARK DISK
 AC5610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5610_STAMPING: 16-3.46 1994
 AC5610_MARK LOGO: SDDT
 AC5610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5610+STABILITY: SURFACE MOTION
 AC5610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5610+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 AC5610
 AC5610  HISTORY     - Date     Condition        Report By
 AC5610  HISTORY     - 1994     MONUMENTED       SDDT
 AC5610  HISTORY     - 19950418 GOOD             NGS
 AC5610  HISTORY     - 20060730 GOOD             USPSQD
 AC5610
 AC5610                          STATION DESCRIPTION
 AC5610
 AC5610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5610'37.6 KM (23.35 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5610'IN CUSTER, 838.3 M (2750.3 FT) WEST OF MILEPOST 4, 746.0 M (2447.5 FT)
 AC5610'EAST OF MILEPOST 3, 22.6 M (74.1 FT) NORTHEAST OF THE HIGHWAY
 AC5610'CENTERLINE, 6.8 M (22.3 FT) NORTHEAST OF THE SOUTH END OF A CULVERT,
 AC5610'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) WEST OF
 AC5610'A WITNESS POST, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT
 AC5610'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 AC5610
 AC5610                          STATION RECOVERY (2006)
 AC5610
 AC5610'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5611 ***********************************************************************
 AC5611  DESIGNATION -  16 004.59
 AC5611  PID         -  AC5611
 AC5611  STATE/COUNTY-  SD/CUSTER
 AC5611  COUNTRY     -  US
 AC5611  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5611
 AC5611                         *CURRENT SURVEY CONTROL
 AC5611  ______________________________________________________________________
 AC5611* NAD 83(1986) POSITION- 43 43 18.     (N) 103 59 07.     (W)   SCALED
 AC5611* NAVD 88 ORTHO HEIGHT -  1510.976 (meters)     4957.26  (feet) ADJUSTED
 AC5611  ______________________________________________________________________
 AC5611  GEOID HEIGHT    -        -13.661 (meters)                     GEOID18
 AC5611  DYNAMIC HEIGHT  -       1510.298 (meters)     4955.04  (feet) COMP
 AC5611  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 AC5611
 AC5611  VERT ORDER      -  FIRST     CLASS II
 AC5611
 AC5611.The horizontal coordinates were scaled from a map and have
 AC5611.an estimated accuracy of +/- 6 seconds.
 AC5611
 AC5611.The orthometric height was determined by differential leveling and
 AC5611.adjusted by the NATIONAL GEODETIC SURVEY
 AC5611.in October 1997.
 AC5611
 AC5611.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5611.GEOID18 height accuracy estimate available here.
 AC5611
 AC5611.Click photographs - Photos may exist for this station.
 AC5611
 AC5611.The dynamic height is computed by dividing the NAVD 88
 AC5611.geopotential number by the normal gravity value computed on the
 AC5611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5611.degrees latitude (g = 980.6199 gals.).
 AC5611
 AC5611.The modeled gravity was interpolated from observed gravity values.
 AC5611
 AC5611;                    North         East    Units  Estimated Accuracy
 AC5611;SPC SD S     -   160,700.      305,850.      MT  (+/- 180 meters Scaled)
 AC5611
 AC5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ817414(NAD 83)
 AC5611
 AC5611                          SUPERSEDED SURVEY CONTROL
 AC5611
 AC5611.No superseded survey control is available for this station.
 AC5611
 AC5611_MARKER: DB = BENCH MARK DISK
 AC5611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5611_STAMPING: 16-4.59 1994
 AC5611_MARK LOGO: SDDT
 AC5611_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5611+STABILITY: SURFACE MOTION
 AC5611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5611+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5611
 AC5611  HISTORY     - Date     Condition        Report By
 AC5611  HISTORY     - 1994     MONUMENTED       SDDT
 AC5611  HISTORY     - 19950418 GOOD             NGS
 AC5611
 AC5611                          STATION DESCRIPTION
 AC5611
 AC5611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5611'36.0 KM (22.35 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5611'IN CUSTER, 964.0 M (3162.7 FT) EAST OF MILEPOST 4, 685.0 M (2247.4 FT)
 AC5611'WEST OF MILEPOST 5, 60.7 M (199.1 FT) NORTHWEST OF THE CENTER OF A
 AC5611'FIELD ENTRANCE AND GATE, 58.3 M (191.3 FT) NORTH OF BENCH MARK 4950 DW
 AC5611'RESET, 28.7 M (94.2 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 3.0 M
 AC5611'(9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A
 AC5611'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AC5611'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5613 ***********************************************************************
 AC5613  CBN         -  This is a Cooperative Base Network Control Station.
 AC5613  DESIGNATION -  16 005.15
 AC5613  PID         -  AC5613
 AC5613  STATE/COUNTY-  SD/CUSTER
 AC5613  COUNTRY     -  US
 AC5613  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5613
 AC5613                         *CURRENT SURVEY CONTROL
 AC5613  ______________________________________________________________________
 AC5613* NAD 83(2011) POSITION- 43 43 14.21402(N) 103 58 30.60149(W)   ADJUSTED
 AC5613* NAD 83(2011) ELLIP HT-  1522.777 (meters)        (06/27/12)   ADJUSTED
 AC5613* NAD 83(2011) EPOCH   -  2010.00
 AC5613* NAVD 88 ORTHO HEIGHT -  1536.433 (meters)     5040.78  (feet) ADJUSTED
 AC5613  ______________________________________________________________________
 AC5613  GEOID HEIGHT    -        -13.640 (meters)                     GEOID18
 AC5613  NAD 83(2011) X  - -1,115,273.960 (meters)                     COMP
 AC5613  NAD 83(2011) Y  - -4,481,393.085 (meters)                     COMP
 AC5613  NAD 83(2011) Z  -  4,386,761.598 (meters)                     COMP
 AC5613  LAPLACE CORR    -          7.25  (seconds)                    DEFLEC18
 AC5613  DYNAMIC HEIGHT  -       1535.738 (meters)     5038.50  (feet) COMP
 AC5613  MODELED GRAVITY -    980,111.5   (mgal)                       NAVD 88
 AC5613
 AC5613  VERT ORDER      -  FIRST     CLASS II
 AC5613
 AC5613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5613  Standards:
 AC5613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5613  -------------------------------------------------------------------
 AC5613  NETWORK    0.61   1.18           0.27   0.22   0.60     -0.02420142
 AC5613  -------------------------------------------------------------------
 AC5613  Click here for local accuracies and other accuracy information.
 AC5613
 AC5613.The horizontal coordinates were established by GPS observations
 AC5613.and adjusted by the National Geodetic Survey in June 2012.
 AC5613
 AC5613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5613.been affixed to the stable North American tectonic plate. See 
 AC5613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5613
 AC5613.The horizontal coordinates are valid at the epoch date displayed above
 AC5613.which is a decimal equivalence of Year/Month/Day.
 AC5613
 AC5613.The orthometric height was determined by differential leveling and
 AC5613.adjusted by the NATIONAL GEODETIC SURVEY
 AC5613.in October 1997.
 AC5613
 AC5613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5613.GEOID18 height accuracy estimate available here.
 AC5613
 AC5613.Click photographs - Photos may exist for this station.
 AC5613
 AC5613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5613
 AC5613.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5613
 AC5613.The ellipsoidal height was determined by GPS observations
 AC5613.and is referenced to NAD 83.
 AC5613
 AC5613.The dynamic height is computed by dividing the NAVD 88
 AC5613.geopotential number by the normal gravity value computed on the
 AC5613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5613.degrees latitude (g = 980.6199 gals.).
 AC5613
 AC5613.The modeled gravity was interpolated from observed gravity values.
 AC5613
 AC5613. The following values were computed from the NAD 83(2011) position.
 AC5613
 AC5613;                    North         East     Units Scale Factor Converg.
 AC5613;SPC SD S     -   160,547.523   306,656.093   MT  0.99990846   -2 30 44.4
 AC5613;SPC SD S     -   526,729.67  1,006,087.53   sFT  0.99990846   -2 30 44.4
 AC5613;UTM  13      - 4,841,353.206   582,549.849   MT  0.99968382   +0 42 30.0
 AC5613
 AC5613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5613!SPC SD S     -   0.99976127  x   0.99990846  =   0.99966975
 AC5613!UTM  13      -   0.99976127  x   0.99968382  =   0.99944517
 AC5613
 AC5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8254941353(NAD 83)
 AC5613
 AC5613                          SUPERSEDED SURVEY CONTROL
 AC5613
 AC5613  NAD 83(2007)-  43 43 14.21378(N)    103 58 30.60242(W) AD(2002.00) 0
 AC5613  ELLIP H (02/10/07) 1522.805  (m)                       GP(2002.00)    
 AC5613  NAD 83(1993)-  43 43 14.21318(N)    103 58 30.60229(W) AD(       ) A
 AC5613  ELLIP H (06/23/03) 1522.793  (m)                       GP(       ) 3 1
 AC5613  NAVD 88            1536.43   (m)         5040.8    (f) LEVELING    3  
 AC5613
 AC5613.Superseded values are not recommended for survey control.
 AC5613
 AC5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5613.See file dsdata.pdf to determine how the superseded data were derived.
 AC5613
 AC5613_MARKER: Z = SEE DESCRIPTION
 AC5613_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5613_STAMPING: 16-5.15 1995
 AC5613_MARK LOGO: NGS
 AC5613_PROJECTION: FLUSH
 AC5613_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5613+STABILITY: POSITION/ELEVATION WELL
 AC5613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5613+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AC5613_ROD/PIPE-DEPTH: 6.40 meters
 AC5613_SLEEVE-DEPTH  : 4.00 meters
 AC5613
 AC5613  HISTORY     - Date     Condition        Report By
 AC5613  HISTORY     - 1995     MONUMENTED       SDDT
 AC5613  HISTORY     - 19950410 GOOD             NGS
 AC5613  HISTORY     - 20020514 GOOD             SDDT
 AC5613
 AC5613                          STATION DESCRIPTION
 AC5613
 AC5613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5613'35.1 KM (21.80 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5613'IN CUSTER, 176.3 M (578.4 FT) EAST OF MILEPOST 5, 25.3 M (83.0 FT)
 AC5613'NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) WEST
 AC5613'OF THE CENTER OF A FIELD ENTRANCE AND DOUBLE GATE, 2.3 M (7.5 FT) WEST
 AC5613'OF THE WEST EDGE OF A CATTLE GUARD, AND 0.7 M (2.3 FT) SOUTH OF A
 AC5613'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 AC5613'BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH
 AC5613'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC5613'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5613
 AC5613                          STATION RECOVERY (2002)
 AC5613
 AC5613'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC5613'RECOVERED AS DESCRIBED
 AC5613'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5614 ***********************************************************************
 AC5614  DESIGNATION -  16 005.61
 AC5614  PID         -  AC5614
 AC5614  STATE/COUNTY-  SD/CUSTER
 AC5614  COUNTRY     -  US
 AC5614  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5614
 AC5614                         *CURRENT SURVEY CONTROL
 AC5614  ______________________________________________________________________
 AC5614* NAD 83(1986) POSITION- 43 43 18.     (N) 103 57 58.     (W)   SCALED
 AC5614* NAVD 88 ORTHO HEIGHT -  1535.498 (meters)     5037.71  (feet) ADJUSTED
 AC5614  ______________________________________________________________________
 AC5614  GEOID HEIGHT    -        -13.614 (meters)                     GEOID18
 AC5614  DYNAMIC HEIGHT  -       1534.801 (meters)     5035.43  (feet) COMP
 AC5614  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 AC5614
 AC5614  VERT ORDER      -  FIRST     CLASS II
 AC5614
 AC5614.The horizontal coordinates were scaled from a map and have
 AC5614.an estimated accuracy of +/- 6 seconds.
 AC5614
 AC5614.The orthometric height was determined by differential leveling and
 AC5614.adjusted by the NATIONAL GEODETIC SURVEY
 AC5614.in October 1997.
 AC5614
 AC5614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5614.GEOID18 height accuracy estimate available here.
 AC5614
 AC5614.Click photographs - Photos may exist for this station.
 AC5614
 AC5614.The dynamic height is computed by dividing the NAVD 88
 AC5614.geopotential number by the normal gravity value computed on the
 AC5614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5614.degrees latitude (g = 980.6199 gals.).
 AC5614
 AC5614.The modeled gravity was interpolated from observed gravity values.
 AC5614
 AC5614;                    North         East    Units  Estimated Accuracy
 AC5614;SPC SD S     -   160,630.      307,390.      MT  (+/- 180 meters Scaled)
 AC5614
 AC5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ832414(NAD 83)
 AC5614
 AC5614                          SUPERSEDED SURVEY CONTROL
 AC5614
 AC5614.No superseded survey control is available for this station.
 AC5614
 AC5614_MARKER: DB = BENCH MARK DISK
 AC5614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5614_STAMPING: 16-5.61 1994
 AC5614_MARK LOGO: SDDT
 AC5614_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5614+STABILITY: SURFACE MOTION
 AC5614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5614+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5614
 AC5614  HISTORY     - Date     Condition        Report By
 AC5614  HISTORY     - 1994     MONUMENTED       SDDT
 AC5614  HISTORY     - 19950418 GOOD             NGS
 AC5614
 AC5614                          STATION DESCRIPTION
 AC5614
 AC5614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5614'34.3 KM (21.30 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5614'IN CUSTER, 611.0 M (2004.6 FT) WEST OF MILEPOST 6, 153.0 M (502.0 FT)
 AC5614'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 89.0 M (292.0 FT)
 AC5614'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 22.7 M (74.5 FT)
 AC5614'NORTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.6
 AC5614'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AC5614'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5615 ***********************************************************************
 AC5615  DESIGNATION -  16 006.67
 AC5615  PID         -  AC5615
 AC5615  STATE/COUNTY-  SD/CUSTER
 AC5615  COUNTRY     -  US
 AC5615  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5615
 AC5615                         *CURRENT SURVEY CONTROL
 AC5615  ______________________________________________________________________
 AC5615* NAD 83(1986) POSITION- 43 43 29.     (N) 103 56 45.     (W)   SCALED
 AC5615* NAVD 88 ORTHO HEIGHT -  1558.407 (meters)     5112.87  (feet) ADJUSTED
 AC5615  ______________________________________________________________________
 AC5615  GEOID HEIGHT    -        -13.557 (meters)                     GEOID18
 AC5615  DYNAMIC HEIGHT  -       1557.701 (meters)     5110.56  (feet) COMP
 AC5615  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 AC5615
 AC5615  VERT ORDER      -  FIRST     CLASS II
 AC5615
 AC5615.The horizontal coordinates were scaled from a map and have
 AC5615.an estimated accuracy of +/- 6 seconds.
 AC5615
 AC5615.The orthometric height was determined by differential leveling and
 AC5615.adjusted by the NATIONAL GEODETIC SURVEY
 AC5615.in October 1997.
 AC5615
 AC5615.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5615.GEOID18 height accuracy estimate available here.
 AC5615
 AC5615.Click photographs - Photos may exist for this station.
 AC5615
 AC5615.The dynamic height is computed by dividing the NAVD 88
 AC5615.geopotential number by the normal gravity value computed on the
 AC5615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5615.degrees latitude (g = 980.6199 gals.).
 AC5615
 AC5615.The modeled gravity was interpolated from observed gravity values.
 AC5615
 AC5615;                    North         East    Units  Estimated Accuracy
 AC5615;SPC SD S     -   160,900.      309,040.      MT  (+/- 180 meters Scaled)
 AC5615
 AC5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ849418(NAD 83)
 AC5615
 AC5615                          SUPERSEDED SURVEY CONTROL
 AC5615
 AC5615.No superseded survey control is available for this station.
 AC5615
 AC5615_MARKER: DB = BENCH MARK DISK
 AC5615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5615_STAMPING: 16-6.67 1994
 AC5615_MARK LOGO: SDDT
 AC5615_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5615+STABILITY: SURFACE MOTION
 AC5615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5615+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5615
 AC5615  HISTORY     - Date     Condition        Report By
 AC5615  HISTORY     - 1994     MONUMENTED       SDDT
 AC5615  HISTORY     - 19950418 GOOD             NGS
 AC5615
 AC5615                          STATION DESCRIPTION
 AC5615
 AC5615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5615'23.6 KM (14.65 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5615'IN CUSTER, 1081.0 M (3546.6 FT) WEST OF MILEPOST 6, 190.0 M (623.4 FT)
 AC5615'WEST OF THE EXTENDED CENTER OF FOREST SERVICE ROAD 122, 59.0 M (193.6
 AC5615'FT) NORTH OF THE HIGHWAY CENTERLINE, 16.6 M (54.5 FT) WEST OF THE WEST
 AC5615'EDGE OF A LARGE SANDSTONE OUTCROP, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AC5615'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF
 AC5615'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5615'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5616 ***********************************************************************
 AC5616  DESIGNATION -  16 007.66
 AC5616  PID         -  AC5616
 AC5616  STATE/COUNTY-  SD/CUSTER
 AC5616  COUNTRY     -  US
 AC5616  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5616
 AC5616                         *CURRENT SURVEY CONTROL
 AC5616  ______________________________________________________________________
 AC5616* NAD 83(1986) POSITION- 43 43 27.     (N) 103 55 35.     (W)   SCALED
 AC5616* NAVD 88 ORTHO HEIGHT -  1576.113 (meters)     5170.96  (feet) ADJUSTED
 AC5616  ______________________________________________________________________
 AC5616  GEOID HEIGHT    -        -13.523 (meters)                     GEOID18
 AC5616  DYNAMIC HEIGHT  -       1575.399 (meters)     5168.62  (feet) COMP
 AC5616  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 AC5616
 AC5616  VERT ORDER      -  FIRST     CLASS II
 AC5616
 AC5616.The horizontal coordinates were scaled from a map and have
 AC5616.an estimated accuracy of +/- 6 seconds.
 AC5616
 AC5616.The orthometric height was determined by differential leveling and
 AC5616.adjusted by the NATIONAL GEODETIC SURVEY
 AC5616.in October 1997.
 AC5616
 AC5616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5616.GEOID18 height accuracy estimate available here.
 AC5616
 AC5616.Click photographs - Photos may exist for this station.
 AC5616
 AC5616.The dynamic height is computed by dividing the NAVD 88
 AC5616.geopotential number by the normal gravity value computed on the
 AC5616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5616.degrees latitude (g = 980.6199 gals.).
 AC5616
 AC5616.The modeled gravity was interpolated from observed gravity values.
 AC5616
 AC5616;                    North         East    Units  Estimated Accuracy
 AC5616;SPC SD S     -   160,770.      310,600.      MT  (+/- 180 meters Scaled)
 AC5616
 AC5616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ864417(NAD 83)
 AC5616
 AC5616                          SUPERSEDED SURVEY CONTROL
 AC5616
 AC5616.No superseded survey control is available for this station.
 AC5616
 AC5616_MARKER: DB = BENCH MARK DISK
 AC5616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5616_STAMPING: 16-7.66 1994
 AC5616_MARK LOGO: SDDT
 AC5616_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5616+STABILITY: SURFACE MOTION
 AC5616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5616+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5616
 AC5616  HISTORY     - Date     Condition        Report By
 AC5616  HISTORY     - 1994     MONUMENTED       SDDT
 AC5616  HISTORY     - 19950418 GOOD             NGS
 AC5616
 AC5616                          STATION DESCRIPTION
 AC5616
 AC5616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5616'31.0 KM (19.25 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5616'IN CUSTER, 537.0 M (1761.8 FT) WEST OF MILEPOST 8, 531.0 M (1742.1 FT)
 AC5616'EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO THE TEPEE WORK
 AC5616'CENTER, 30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9
 AC5616'FT) NORTHWEST OF A 10-INCH PINE TREE, 3.0 M (9.8 FT) NORTHEAST OF A
 AC5616'6-INCH PINE TREE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M
 AC5616'(1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND
 AC5616'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5617 ***********************************************************************
 AC5617  DESIGNATION -  16 008.67
 AC5617  PID         -  AC5617
 AC5617  STATE/COUNTY-  SD/CUSTER
 AC5617  COUNTRY     -  US
 AC5617  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5617
 AC5617                         *CURRENT SURVEY CONTROL
 AC5617  ______________________________________________________________________
 AC5617* NAD 83(1986) POSITION- 43 43 28.     (N) 103 54 21.     (W)   SCALED
 AC5617* NAVD 88 ORTHO HEIGHT -  1589.898 (meters)     5216.19  (feet) ADJUSTED
 AC5617  ______________________________________________________________________
 AC5617  GEOID HEIGHT    -        -13.488 (meters)                     GEOID18
 AC5617  DYNAMIC HEIGHT  -       1589.175 (meters)     5213.82  (feet) COMP
 AC5617  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 AC5617
 AC5617  VERT ORDER      -  FIRST     CLASS II
 AC5617
 AC5617.The horizontal coordinates were scaled from a map and have
 AC5617.an estimated accuracy of +/- 6 seconds.
 AC5617
 AC5617.The orthometric height was determined by differential leveling and
 AC5617.adjusted by the NATIONAL GEODETIC SURVEY
 AC5617.in October 1997.
 AC5617
 AC5617.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5617.GEOID18 height accuracy estimate available here.
 AC5617
 AC5617.Click photographs - Photos may exist for this station.
 AC5617
 AC5617.The dynamic height is computed by dividing the NAVD 88
 AC5617.geopotential number by the normal gravity value computed on the
 AC5617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5617.degrees latitude (g = 980.6199 gals.).
 AC5617
 AC5617.The modeled gravity was interpolated from observed gravity values.
 AC5617
 AC5617;                    North         East    Units  Estimated Accuracy
 AC5617;SPC SD S     -   160,730.      312,260.      MT  (+/- 180 meters Scaled)
 AC5617
 AC5617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ881418(NAD 83)
 AC5617
 AC5617                          SUPERSEDED SURVEY CONTROL
 AC5617
 AC5617.No superseded survey control is available for this station.
 AC5617
 AC5617_MARKER: DB = BENCH MARK DISK
 AC5617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5617_STAMPING: 16-8.67 1994
 AC5617_MARK LOGO: SDDT
 AC5617_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5617+STABILITY: SURFACE MOTION
 AC5617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5617+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5617
 AC5617  HISTORY     - Date     Condition        Report By
 AC5617  HISTORY     - 1994     MONUMENTED       SDDT
 AC5617  HISTORY     - 19950418 GOOD             NGS
 AC5617
 AC5617                          STATION DESCRIPTION
 AC5617
 AC5617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5617'29.4 KM (18.25 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5617'IN CUSTER, 502.0 M (1647.0 FT) WEST OF MILEPOST 9, 77.9 M (255.6 FT)
 AC5617'NORTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) ABOVE THE LEVEL OF
 AC5617'THE HIGHWAY, 3.8 M (12.5 FT) WEST OF THE EAST END OF 3 BRACED FENCE
 AC5617'POSTS, 1.3 M (4.3 FT) EAST OF THE WEST END OF 3 BRACED FENCE POSTS,
 AC5617'0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT
 AC5617'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5619 ***********************************************************************
 AC5619  DESIGNATION -  16 009.74
 AC5619  PID         -  AC5619
 AC5619  STATE/COUNTY-  SD/CUSTER
 AC5619  COUNTRY     -  US
 AC5619  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5619
 AC5619                         *CURRENT SURVEY CONTROL
 AC5619  ______________________________________________________________________
 AC5619* NAD 83(1986) POSITION- 43 43 44.     (N) 103 53 08.     (W)   SCALED
 AC5619* NAVD 88 ORTHO HEIGHT -  1592.594 (meters)     5225.04  (feet) ADJUSTED
 AC5619  ______________________________________________________________________
 AC5619  GEOID HEIGHT    -        -13.436 (meters)                     GEOID18
 AC5619  DYNAMIC HEIGHT  -       1591.862 (meters)     5222.63  (feet) COMP
 AC5619  MODELED GRAVITY -    980,101.9   (mgal)                       NAVD 88
 AC5619
 AC5619  VERT ORDER      -  FIRST     CLASS II
 AC5619
 AC5619.The horizontal coordinates were scaled from a map and have
 AC5619.an estimated accuracy of +/- 6 seconds.
 AC5619
 AC5619.The orthometric height was determined by differential leveling and
 AC5619.adjusted by the NATIONAL GEODETIC SURVEY
 AC5619.in October 1997.
 AC5619
 AC5619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5619.GEOID18 height accuracy estimate available here.
 AC5619
 AC5619.Click photographs - Photos may exist for this station.
 AC5619
 AC5619.The dynamic height is computed by dividing the NAVD 88
 AC5619.geopotential number by the normal gravity value computed on the
 AC5619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5619.degrees latitude (g = 980.6199 gals.).
 AC5619
 AC5619.The modeled gravity was interpolated from observed gravity values.
 AC5619
 AC5619;                    North         East    Units  Estimated Accuracy
 AC5619;SPC SD S     -   161,150.      313,910.      MT  (+/- 180 meters Scaled)
 AC5619
 AC5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ897423(NAD 83)
 AC5619
 AC5619                          SUPERSEDED SURVEY CONTROL
 AC5619
 AC5619.No superseded survey control is available for this station.
 AC5619
 AC5619_MARKER: DB = BENCH MARK DISK
 AC5619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5619_STAMPING: 16-9.74 1994
 AC5619_MARK LOGO: SDDT
 AC5619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5619+STABILITY: SURFACE MOTION
 AC5619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5619+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5619
 AC5619  HISTORY     - Date     Condition        Report By
 AC5619  HISTORY     - 1994     MONUMENTED       SDDT
 AC5619  HISTORY     - 19950418 GOOD             NGS
 AC5619
 AC5619                          STATION DESCRIPTION
 AC5619
 AC5619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5619'27.6 KM (17.15 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5619'IN CUSTER, 368.0 M (1207.3 FT) WEST OF MILEPOST 10, 129.1 M (423.6 FT)
 AC5619'NORTHEAST OF BENCH MARK TT 13 MT RESET, 65.5 M (214.9 FT) WEST OF THE
 AC5619'CENTER OF A CATTLE GUARD AND A ROAD LEADING TO TEPEE CANYON, 52.4 M
 AC5619'(171.9 FT) WEST OF BENCH MARK 16 009.85, 27.0 M (88.6 FT) NORTH OF THE
 AC5619'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.7
 AC5619'M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST,
 AC5619'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5620 ***********************************************************************
 AC5620  DESIGNATION -  16 009.85
 AC5620  PID         -  AC5620
 AC5620  STATE/COUNTY-  SD/CUSTER
 AC5620  COUNTRY     -  US
 AC5620  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5620
 AC5620                         *CURRENT SURVEY CONTROL
 AC5620  ______________________________________________________________________
 AC5620* NAD 83(1986) POSITION- 43 43 39.     (N) 103 53 10.     (W)   SCALED
 AC5620* NAVD 88 ORTHO HEIGHT -  1593.802 (meters)     5229.00  (feet) ADJUSTED
 AC5620  ______________________________________________________________________
 AC5620  GEOID HEIGHT    -        -13.443 (meters)                     GEOID18
 AC5620  DYNAMIC HEIGHT  -       1593.071 (meters)     5226.60  (feet) COMP
 AC5620  MODELED GRAVITY -    980,102.7   (mgal)                       NAVD 88
 AC5620
 AC5620  VERT ORDER      -  FIRST     CLASS II
 AC5620
 AC5620.The horizontal coordinates were scaled from a map and have
 AC5620.an estimated accuracy of +/- 6 seconds.
 AC5620
 AC5620.The orthometric height was determined by differential leveling and
 AC5620.adjusted by the NATIONAL GEODETIC SURVEY
 AC5620.in October 1997.
 AC5620
 AC5620.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5620.GEOID18 height accuracy estimate available here.
 AC5620
 AC5620.Click photographs - Photos may exist for this station.
 AC5620
 AC5620.The dynamic height is computed by dividing the NAVD 88
 AC5620.geopotential number by the normal gravity value computed on the
 AC5620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5620.degrees latitude (g = 980.6199 gals.).
 AC5620
 AC5620.The modeled gravity was interpolated from observed gravity values.
 AC5620
 AC5620;                    North         East    Units  Estimated Accuracy
 AC5620;SPC SD S     -   161,000.      313,860.      MT  (+/- 180 meters Scaled)
 AC5620
 AC5620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ897422(NAD 83)
 AC5620
 AC5620                          SUPERSEDED SURVEY CONTROL
 AC5620
 AC5620.No superseded survey control is available for this station.
 AC5620
 AC5620_MARKER: Z = SEE DESCRIPTION
 AC5620_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5620_STAMPING: 16-9.85 1995
 AC5620_MARK LOGO: NGS
 AC5620_PROJECTION: FLUSH
 AC5620_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5620+STABILITY: POSITION/ELEVATION WELL
 AC5620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5620+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5620_ROD/PIPE-DEPTH: 6.4 meters
 AC5620_SLEEVE-DEPTH  : 4.0 meters
 AC5620
 AC5620  HISTORY     - Date     Condition        Report By
 AC5620  HISTORY     - 1995     MONUMENTED       SDDT
 AC5620  HISTORY     - 19950410 GOOD             NGS
 AC5620
 AC5620                          STATION DESCRIPTION
 AC5620
 AC5620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5620'27.6 KM (17.15 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5620'IN CUSTER, 314.0 M (1030.2 FT) WEST OF MILEPOST 10, 52.4 M (171.9 FT)
 AC5620'EAST OF BENCH MARK 16 009.74, 28.3 M (92.8 FT) NORTH OF THE HIGHWAY
 AC5620'CENTERLINE, 13.1 M (43.0 FT) WEST OF THE CENTER OF A CATTLE GUARD AND
 AC5620'A ROAD LEADING TO TEPEE CANYON, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AC5620'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AC5620'METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AC5620'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AC5620'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.
 AC5620'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5620'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5622 ***********************************************************************
 AC5622  DESIGNATION -  16 011.97
 AC5622  PID         -  AC5622
 AC5622  STATE/COUNTY-  SD/CUSTER
 AC5622  COUNTRY     -  US
 AC5622  USGS QUAD   -  JEWEL CAVE (2017)
 AC5622
 AC5622                         *CURRENT SURVEY CONTROL
 AC5622  ______________________________________________________________________
 AC5622* NAD 83(1986) POSITION- 43 43 41.     (N) 103 51 17.     (W)   SCALED
 AC5622* NAVD 88 ORTHO HEIGHT -  1699.174 (meters)     5574.71  (feet) ADJUSTED
 AC5622  ______________________________________________________________________
 AC5622  GEOID HEIGHT    -        -13.406 (meters)                     GEOID18
 AC5622  DYNAMIC HEIGHT  -       1698.394 (meters)     5572.15  (feet) COMP
 AC5622  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 AC5622
 AC5622  VERT ORDER      -  FIRST     CLASS II
 AC5622
 AC5622.The horizontal coordinates were scaled from a map and have
 AC5622.an estimated accuracy of +/- 6 seconds.
 AC5622
 AC5622.The orthometric height was determined by differential leveling and
 AC5622.adjusted by the NATIONAL GEODETIC SURVEY
 AC5622.in October 1997.
 AC5622
 AC5622.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5622.GEOID18 height accuracy estimate available here.
 AC5622
 AC5622.Click photographs - Photos may exist for this station.
 AC5622
 AC5622.The dynamic height is computed by dividing the NAVD 88
 AC5622.geopotential number by the normal gravity value computed on the
 AC5622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5622.degrees latitude (g = 980.6199 gals.).
 AC5622
 AC5622.The modeled gravity was interpolated from observed gravity values.
 AC5622
 AC5622;                    North         East    Units  Estimated Accuracy
 AC5622;SPC SD S     -   160,960.      316,390.      MT  (+/- 180 meters Scaled)
 AC5622
 AC5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ922423(NAD 83)
 AC5622
 AC5622                          SUPERSEDED SURVEY CONTROL
 AC5622
 AC5622.No superseded survey control is available for this station.
 AC5622
 AC5622_MARKER: DD = SURVEY DISK
 AC5622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5622_STAMPING: 16-11.97
 AC5622_MARK LOGO: SDDT
 AC5622_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5622+STABILITY: SURFACE MOTION
 AC5622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5622+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5622
 AC5622  HISTORY     - Date     Condition        Report By
 AC5622  HISTORY     - UNK      MONUMENTED       SDDT
 AC5622  HISTORY     - 19950418 GOOD             NGS
 AC5622
 AC5622                          STATION DESCRIPTION
 AC5622
 AC5622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5622'24.7 KM (15.35 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5622'IN CUSTER, 958.0 M (3143.0 FT) EAST OF MILEPOST 11, 47.8 M (156.8 FT)
 AC5622'SOUTHEAST OF THE CENTER OF FOREST SERVICE ROAD 277, 44.0 M (144.4 FT)
 AC5622'NORTHWEST OF MILEPOST 12, 37.0 M (121.4 FT) NORTHWEST OF THE SOUTHWEST
 AC5622'END OF A CULVERT UNDER THE HIGHWAY, 8.3 M (27.2 FT) SOUTHWEST OF THE
 AC5622'HIGHWAY CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2
 AC5622'M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 AC5622'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5623 ***********************************************************************
 AC5623  DESIGNATION -  16 013.01
 AC5623  PID         -  AC5623
 AC5623  STATE/COUNTY-  SD/CUSTER
 AC5623  COUNTRY     -  US
 AC5623  USGS QUAD   -  JEWEL CAVE (2017)
 AC5623
 AC5623                         *CURRENT SURVEY CONTROL
 AC5623  ______________________________________________________________________
 AC5623* NAD 83(1986) POSITION- 43 44 03.     (N) 103 50 48.     (W)   SCALED
 AC5623* NAVD 88 ORTHO HEIGHT -  1627.325 (meters)     5338.98  (feet) ADJUSTED
 AC5623  ______________________________________________________________________
 AC5623  GEOID HEIGHT    -        -13.371 (meters)                     GEOID18
 AC5623  DYNAMIC HEIGHT  -       1626.566 (meters)     5336.49  (feet) COMP
 AC5623  MODELED GRAVITY -    980,093.5   (mgal)                       NAVD 88
 AC5623
 AC5623  VERT ORDER      -  FIRST     CLASS II
 AC5623
 AC5623.The horizontal coordinates were scaled from a map and have
 AC5623.an estimated accuracy of +/- 6 seconds.
 AC5623
 AC5623.The orthometric height was determined by differential leveling and
 AC5623.adjusted by the NATIONAL GEODETIC SURVEY
 AC5623.in October 1997.
 AC5623
 AC5623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5623.GEOID18 height accuracy estimate available here.
 AC5623
 AC5623.Click photographs - Photos may exist for this station.
 AC5623
 AC5623.The dynamic height is computed by dividing the NAVD 88
 AC5623.geopotential number by the normal gravity value computed on the
 AC5623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5623.degrees latitude (g = 980.6199 gals.).
 AC5623
 AC5623.The modeled gravity was interpolated from observed gravity values.
 AC5623
 AC5623;                    North         East    Units  Estimated Accuracy
 AC5623;SPC SD S     -   161,610.      317,060.      MT  (+/- 180 meters Scaled)
 AC5623
 AC5623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ928429(NAD 83)
 AC5623
 AC5623                          SUPERSEDED SURVEY CONTROL
 AC5623
 AC5623.No superseded survey control is available for this station.
 AC5623
 AC5623_MARKER: DD = SURVEY DISK
 AC5623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5623_STAMPING: 16-13.01
 AC5623_MARK LOGO: SDDT
 AC5623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5623+STABILITY: SURFACE MOTION
 AC5623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5623+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5623
 AC5623  HISTORY     - Date     Condition        Report By
 AC5623  HISTORY     - UNK      MONUMENTED       SDDT
 AC5623  HISTORY     - 19950418 GOOD             NGS
 AC5623
 AC5623                          STATION DESCRIPTION
 AC5623
 AC5623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5623'23.0 KM (14.30 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5623'IN CUSTER, 39.6 M (129.9 FT) SOUTH OF THE SOUTH END OF A GUARDRAIL,
 AC5623'12.7 M (41.7 FT) NORTH OF THE NORTH END OF A GUARDRAIL, 7.6 M (24.9
 AC5623'FT) NORTH OF MILEPOST 13, 7.3 M (24.0 FT) SOUTHWEST OF A 16-INCH PINE
 AC5623'TREE, 6.7 M (22.0 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 AC5623'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 AC5623'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5627 ***********************************************************************
 AC5627  DESIGNATION -  16 015.70
 AC5627  PID         -  AC5627
 AC5627  STATE/COUNTY-  SD/CUSTER
 AC5627  COUNTRY     -  US
 AC5627  USGS QUAD   -  JEWEL CAVE (2017)
 AC5627
 AC5627                         *CURRENT SURVEY CONTROL
 AC5627  ______________________________________________________________________
 AC5627* NAD 83(1986) POSITION- 43 44 18.92   (N) 103 48 11.90   (W)   HD_HELD1
 AC5627* NAVD 88 ORTHO HEIGHT -  1724.836 (meters)     5658.90  (feet) ADJUSTED
 AC5627  ______________________________________________________________________
 AC5627  GEOID HEIGHT    -        -13.329 (meters)                     GEOID18
 AC5627  DYNAMIC HEIGHT  -       1724.025 (meters)     5656.24  (feet) COMP
 AC5627  MODELED GRAVITY -    980,085.9   (mgal)                       NAVD 88
 AC5627
 AC5627  VERT ORDER      -  FIRST     CLASS II
 AC5627
 AC5627.The horizontal coordinates were determined by differentially corrected
 AC5627.hand held GPS observations or other comparable positioning techniques
 AC5627.and have an estimated accuracy of +/- 3 meters.
 AC5627
 AC5627.The orthometric height was determined by differential leveling and
 AC5627.adjusted by the NATIONAL GEODETIC SURVEY
 AC5627.in October 1997.
 AC5627
 AC5627.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5627.GEOID18 height accuracy estimate available here.
 AC5627
 AC5627.Click photographs - Photos may exist for this station.
 AC5627
 AC5627.The dynamic height is computed by dividing the NAVD 88
 AC5627.geopotential number by the normal gravity value computed on the
 AC5627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5627.degrees latitude (g = 980.6199 gals.).
 AC5627
 AC5627.The modeled gravity was interpolated from observed gravity values.
 AC5627
 AC5627;                    North         East    Units  Estimated Accuracy
 AC5627;SPC SD S     -   161,949.9     320,574.4     MT  (+/- 3 meters HH1 GPS) 
 AC5627
 AC5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ9636443534(NAD 83)
 AC5627
 AC5627                          SUPERSEDED SURVEY CONTROL
 AC5627
 AC5627.No superseded survey control is available for this station.
 AC5627
 AC5627_MARKER: Z = SEE DESCRIPTION
 AC5627_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5627_STAMPING: 16-15.70 1995
 AC5627_MARK LOGO: NGS
 AC5627_PROJECTION: RECESSED 30 CENTIMETERS
 AC5627_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5627+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2023
 AC5627_ROD/PIPE-DEPTH: 6.4 meters
 AC5627_SLEEVE-DEPTH  : 4.0 meters
 AC5627
 AC5627  HISTORY     - Date     Condition        Report By
 AC5627  HISTORY     - 1995     MONUMENTED       SDDT
 AC5627  HISTORY     - 19950410 GOOD             NGS
 AC5627  HISTORY     - 20231205 GOOD             SDDT
 AC5627
 AC5627                          STATION DESCRIPTION
 AC5627
 AC5627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5627'18.8 KM (11.70 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5627'IN CUSTER, 467.0 M (1532.1 FT) WEST OF MILEPOST 16, 27.9 M (91.5 FT)
 AC5627'SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY, 13.0 M
 AC5627'(42.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.5 M (31.2 FT) WEST OF A
 AC5627'RIGHT-OF-WAY POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AC5627'0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 AC5627'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A
 AC5627'1-1/2 INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC5627'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5627
 AC5627                          STATION RECOVERY (2023)
 AC5627
 AC5627'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AC5627'RECOVERED AS DESCRIBED, MARK IS NOW 1 FT (0.3 M) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5628 ***********************************************************************
 AC5628  DESIGNATION -  16 016.55
 AC5628  PID         -  AC5628
 AC5628  STATE/COUNTY-  SD/CUSTER
 AC5628  COUNTRY     -  US
 AC5628  USGS QUAD   -  JEWEL CAVE (2017)
 AC5628
 AC5628                         *CURRENT SURVEY CONTROL
 AC5628  ______________________________________________________________________
 AC5628* NAD 83(1986) POSITION- 43 44 19.     (N) 103 47 15.     (W)   SCALED
 AC5628* NAVD 88 ORTHO HEIGHT -  1776.423 (meters)     5828.15  (feet) ADJUSTED
 AC5628  ______________________________________________________________________
 AC5628  GEOID HEIGHT    -        -13.329 (meters)                     GEOID18
 AC5628  DYNAMIC HEIGHT  -       1775.590 (meters)     5825.41  (feet) COMP
 AC5628  MODELED GRAVITY -    980,085.1   (mgal)                       NAVD 88
 AC5628
 AC5628  VERT ORDER      -  FIRST     CLASS II
 AC5628
 AC5628.The horizontal coordinates were scaled from a map and have
 AC5628.an estimated accuracy of +/- 6 seconds.
 AC5628
 AC5628.The orthometric height was determined by differential leveling and
 AC5628.adjusted by the NATIONAL GEODETIC SURVEY
 AC5628.in October 1997.
 AC5628
 AC5628.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5628.GEOID18 height accuracy estimate available here.
 AC5628
 AC5628.Click photographs - Photos may exist for this station.
 AC5628
 AC5628.The dynamic height is computed by dividing the NAVD 88
 AC5628.geopotential number by the normal gravity value computed on the
 AC5628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5628.degrees latitude (g = 980.6199 gals.).
 AC5628
 AC5628.The modeled gravity was interpolated from observed gravity values.
 AC5628
 AC5628;                    North         East    Units  Estimated Accuracy
 AC5628;SPC SD S     -   161,900.      321,850.      MT  (+/- 180 meters Scaled)
 AC5628
 AC5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ976435(NAD 83)
 AC5628
 AC5628                          SUPERSEDED SURVEY CONTROL
 AC5628
 AC5628.No superseded survey control is available for this station.
 AC5628
 AC5628_MARKER: DB = BENCH MARK DISK
 AC5628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5628_STAMPING: 16-16.55 1994
 AC5628_MARK LOGO: SDDT
 AC5628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5628+STABILITY: SURFACE MOTION
 AC5628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5628+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5628
 AC5628  HISTORY     - Date     Condition        Report By
 AC5628  HISTORY     - 1994     MONUMENTED       SDDT
 AC5628  HISTORY     - 19950418 GOOD             NGS
 AC5628
 AC5628                          STATION DESCRIPTION
 AC5628
 AC5628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5628'17.4 KM (10.80 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5628'IN CUSTER, 870.0 M (2854.3 FT) EAST OF MILEPOST 16, 754.0 M (2473.7
 AC5628'FT) WEST OF MILEPOST 17, 273.0 M (895.7 FT) EAST OF THE EXTENDED
 AC5628'CENTER OF FOREST SERVICE ROAD 278, 262.0 M (859.6 FT) WEST OF THE
 AC5628'CENTER OF FOREST SERVICE ROAD 1 F, 77.0 M (252.6 FT) NORTH OF THE
 AC5628'HIGHWAY CENTERLINE, 12.0 M (39.4 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AC5628'0.8 M (2.6 FT) EAST OF THE EAST END OF 4 BRACED FENCE POSTS, 0.5 M
 AC5628'(1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 AC5628'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5629 ***********************************************************************
 AC5629  DESIGNATION -  16 017.54
 AC5629  PID         -  AC5629
 AC5629  STATE/COUNTY-  SD/CUSTER
 AC5629  COUNTRY     -  US
 AC5629  USGS QUAD   -  JEWEL CAVE (2017)
 AC5629
 AC5629                         *CURRENT SURVEY CONTROL
 AC5629  ______________________________________________________________________
 AC5629* NAD 83(1986) POSITION- 43 44 23.     (N) 103 46 00.     (W)   SCALED
 AC5629* NAVD 88 ORTHO HEIGHT -  1746.803 (meters)     5730.97  (feet) ADJUSTED
 AC5629  ______________________________________________________________________
 AC5629  GEOID HEIGHT    -        -13.336 (meters)                     GEOID18
 AC5629  DYNAMIC HEIGHT  -       1745.981 (meters)     5728.27  (feet) COMP
 AC5629  MODELED GRAVITY -    980,084.2   (mgal)                       NAVD 88
 AC5629
 AC5629  VERT ORDER      -  FIRST     CLASS II
 AC5629
 AC5629.The horizontal coordinates were scaled from a map and have
 AC5629.an estimated accuracy of +/- 6 seconds.
 AC5629
 AC5629.The orthometric height was determined by differential leveling and
 AC5629.adjusted by the NATIONAL GEODETIC SURVEY
 AC5629.in October 1997.
 AC5629
 AC5629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5629.GEOID18 height accuracy estimate available here.
 AC5629
 AC5629.Click photographs - Photos may exist for this station.
 AC5629
 AC5629.The dynamic height is computed by dividing the NAVD 88
 AC5629.geopotential number by the normal gravity value computed on the
 AC5629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5629.degrees latitude (g = 980.6199 gals.).
 AC5629
 AC5629.The modeled gravity was interpolated from observed gravity values.
 AC5629
 AC5629;                    North         East    Units  Estimated Accuracy
 AC5629;SPC SD S     -   161,950.      323,530.      MT  (+/- 180 meters Scaled)
 AC5629
 AC5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ993437(NAD 83)
 AC5629
 AC5629                          SUPERSEDED SURVEY CONTROL
 AC5629
 AC5629.No superseded survey control is available for this station.
 AC5629
 AC5629_MARKER: DB = BENCH MARK DISK
 AC5629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5629_STAMPING: 16-17.54 1994
 AC5629_MARK LOGO: SDDT
 AC5629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5629+STABILITY: SURFACE MOTION
 AC5629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5629+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5629
 AC5629  HISTORY     - Date     Condition        Report By
 AC5629  HISTORY     - 1994     MONUMENTED       SDDT
 AC5629  HISTORY     - 19950418 GOOD             NGS
 AC5629
 AC5629                          STATION DESCRIPTION
 AC5629
 AC5629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5629'15.8 KM (9.80 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5629'IN CUSTER, 870.0 M (2854.3 FT) EAST OF MILEPOST 17, 749.0 M (2457.3
 AC5629'FT) WEST OF MILEPOST 18, 693.0 M (2273.6 FT) WEST OF THE EXTENDED
 AC5629'CENTER OF FOREST SERVICE ROAD 273, 21.3 M (69.9 FT) NORTH OF THE
 AC5629'HIGHWAY CENTERLINE, 10.2 M (33.5 FT) NORTHEAST OF THE NORTH END OF A
 AC5629'CULVERT UNDER THE HIGHWAY, 3.4 M (11.2 FT) EAST OF THE WEST END OF 3
 AC5629'BRACED FENCE POSTS, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.4
 AC5629'M (4.6 FT) SOUTH OF A 10-INCH BLAZED PINE TREE, 0.4 M (1.3 FT) SOUTH
 AC5629'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5629'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5631 ***********************************************************************
 AC5631  DESIGNATION -  16 018.56
 AC5631  PID         -  AC5631
 AC5631  STATE/COUNTY-  SD/CUSTER
 AC5631  COUNTRY     -  US
 AC5631  USGS QUAD   -  FOURMILE (2017)
 AC5631
 AC5631                         *CURRENT SURVEY CONTROL
 AC5631  ______________________________________________________________________
 AC5631* NAD 83(1986) POSITION- 43 44 28.     (N) 103 44 52.     (W)   SCALED
 AC5631* NAVD 88 ORTHO HEIGHT -  1732.380 (meters)     5683.65  (feet) ADJUSTED
 AC5631  ______________________________________________________________________
 AC5631  GEOID HEIGHT    -        -13.353 (meters)                     GEOID18
 AC5631  DYNAMIC HEIGHT  -       1731.563 (meters)     5680.97  (feet) COMP
 AC5631  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 AC5631
 AC5631  VERT ORDER      -  FIRST     CLASS II
 AC5631
 AC5631.The horizontal coordinates were scaled from a map and have
 AC5631.an estimated accuracy of +/- 6 seconds.
 AC5631
 AC5631.The orthometric height was determined by differential leveling and
 AC5631.adjusted by the NATIONAL GEODETIC SURVEY
 AC5631.in October 1997.
 AC5631
 AC5631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5631.GEOID18 height accuracy estimate available here.
 AC5631
 AC5631.Click photographs - Photos may exist for this station.
 AC5631
 AC5631.The dynamic height is computed by dividing the NAVD 88
 AC5631.geopotential number by the normal gravity value computed on the
 AC5631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5631.degrees latitude (g = 980.6199 gals.).
 AC5631
 AC5631.The modeled gravity was interpolated from observed gravity values.
 AC5631
 AC5631;                    North         East    Units  Estimated Accuracy
 AC5631;SPC SD S     -   162,050.      325,060.      MT  (+/- 180 meters Scaled)
 AC5631
 AC5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ008438(NAD 83)
 AC5631
 AC5631                          SUPERSEDED SURVEY CONTROL
 AC5631
 AC5631.No superseded survey control is available for this station.
 AC5631
 AC5631_MARKER: DB = BENCH MARK DISK
 AC5631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5631_STAMPING: 16-18.56 1994
 AC5631_MARK LOGO: SDDT
 AC5631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5631+STABILITY: SURFACE MOTION
 AC5631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5631+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5631
 AC5631  HISTORY     - Date     Condition        Report By
 AC5631  HISTORY     - 1994     MONUMENTED       SDDT
 AC5631  HISTORY     - 19950418 GOOD             NGS
 AC5631
 AC5631                          STATION DESCRIPTION
 AC5631
 AC5631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5631'14.1 KM (8.75 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5631'IN CUSTER, 908.1 M (2979.3 FT) EAST OF MILEPOST 18, 239.3 M (785.1 FT)
 AC5631'WEST OF THE CENTER OF FOREST SERVICE ROAD 288, 42.1 M (138.1 FT)
 AC5631'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 34.0 M
 AC5631'(111.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) ABOVE THE
 AC5631'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AC5631'FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 AC5631'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5634 ***********************************************************************
 AC5634  DESIGNATION -  16 019.55
 AC5634  PID         -  AC5634
 AC5634  STATE/COUNTY-  SD/CUSTER
 AC5634  COUNTRY     -  US
 AC5634  USGS QUAD   -  FOURMILE (2017)
 AC5634
 AC5634                         *CURRENT SURVEY CONTROL
 AC5634  ______________________________________________________________________
 AC5634* NAD 83(1986) POSITION- 43 44 36.     (N) 103 43 40.     (W)   SCALED
 AC5634* NAVD 88 ORTHO HEIGHT -  1680.143 (meters)     5512.27  (feet) ADJUSTED
 AC5634  ______________________________________________________________________
 AC5634  GEOID HEIGHT    -        -13.379 (meters)                     GEOID18
 AC5634  DYNAMIC HEIGHT  -       1679.346 (meters)     5509.65  (feet) COMP
 AC5634  MODELED GRAVITY -    980,083.9   (mgal)                       NAVD 88
 AC5634
 AC5634  VERT ORDER      -  FIRST     CLASS II
 AC5634
 AC5634.The horizontal coordinates were scaled from a map and have
 AC5634.an estimated accuracy of +/- 6 seconds.
 AC5634
 AC5634.The orthometric height was determined by differential leveling and
 AC5634.adjusted by the NATIONAL GEODETIC SURVEY
 AC5634.in October 1997.
 AC5634
 AC5634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5634.GEOID18 height accuracy estimate available here.
 AC5634
 AC5634.Click photographs - Photos may exist for this station.
 AC5634
 AC5634.The dynamic height is computed by dividing the NAVD 88
 AC5634.geopotential number by the normal gravity value computed on the
 AC5634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5634.degrees latitude (g = 980.6199 gals.).
 AC5634
 AC5634.The modeled gravity was interpolated from observed gravity values.
 AC5634
 AC5634;                    North         East    Units  Estimated Accuracy
 AC5634;SPC SD S     -   162,230.      326,680.      MT  (+/- 180 meters Scaled)
 AC5634
 AC5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ024441(NAD 83)
 AC5634
 AC5634                          SUPERSEDED SURVEY CONTROL
 AC5634
 AC5634.No superseded survey control is available for this station.
 AC5634
 AC5634_MARKER: DB = BENCH MARK DISK
 AC5634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5634_STAMPING: 16-19.55 1994
 AC5634_MARK LOGO: SDDT
 AC5634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5634+STABILITY: SURFACE MOTION
 AC5634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5634+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5634
 AC5634  HISTORY     - Date     Condition        Report By
 AC5634  HISTORY     - 1994     MONUMENTED       SDDT
 AC5634  HISTORY     - 19950418 GOOD             NGS
 AC5634
 AC5634                          STATION DESCRIPTION
 AC5634
 AC5634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5634'12.5 KM (7.75 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5634'IN CUSTER, 880.0 M (2887.1 FT) EAST OF MILEPOST 19, 196.4 M (644.4 FT)
 AC5634'EAST OF THE CENTER OF FOREST SERVICE ROAD 287 AND A CATTLE GUARD, 63.6
 AC5634'M (208.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE
 AC5634'LEVEL OF THE HIGHWAY, 2.9 M (9.5 FT) NORTHWEST OF A 14-INCH PINE TREE,
 AC5634'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT
 AC5634'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5635 ***********************************************************************
 AC5635  DESIGNATION -  16 019.82
 AC5635  PID         -  AC5635
 AC5635  STATE/COUNTY-  SD/CUSTER
 AC5635  COUNTRY     -  US
 AC5635  USGS QUAD   -  FOURMILE (2017)
 AC5635
 AC5635                         *CURRENT SURVEY CONTROL
 AC5635  ______________________________________________________________________
 AC5635* NAD 83(1986) POSITION- 43 44 24.     (N) 103 43 25.     (W)   SCALED
 AC5635* NAVD 88 ORTHO HEIGHT -  1667.351 (meters)     5470.30  (feet) ADJUSTED
 AC5635  ______________________________________________________________________
 AC5635  GEOID HEIGHT    -        -13.402 (meters)                     GEOID18
 AC5635  DYNAMIC HEIGHT  -       1666.562 (meters)     5467.71  (feet) COMP
 AC5635  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 AC5635
 AC5635  VERT ORDER      -  FIRST     CLASS II
 AC5635
 AC5635.The horizontal coordinates were scaled from a map and have
 AC5635.an estimated accuracy of +/- 6 seconds.
 AC5635
 AC5635.The orthometric height was determined by differential leveling and
 AC5635.adjusted by the NATIONAL GEODETIC SURVEY
 AC5635.in October 1997.
 AC5635
 AC5635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5635.GEOID18 height accuracy estimate available here.
 AC5635
 AC5635.Click photographs - Photos may exist for this station.
 AC5635
 AC5635.The dynamic height is computed by dividing the NAVD 88
 AC5635.geopotential number by the normal gravity value computed on the
 AC5635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5635.degrees latitude (g = 980.6199 gals.).
 AC5635
 AC5635.The modeled gravity was interpolated from observed gravity values.
 AC5635
 AC5635;                    North         East    Units  Estimated Accuracy
 AC5635;SPC SD S     -   161,840.      327,000.      MT  (+/- 180 meters Scaled)
 AC5635
 AC5635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ027437(NAD 83)
 AC5635
 AC5635                          SUPERSEDED SURVEY CONTROL
 AC5635
 AC5635.No superseded survey control is available for this station.
 AC5635
 AC5635_MARKER: Z = SEE DESCRIPTION
 AC5635_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5635_STAMPING: 16-19.82 1995
 AC5635_MARK LOGO: NGS
 AC5635_PROJECTION: FLUSH
 AC5635_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5635+STABILITY: POSITION/ELEVATION WELL
 AC5635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5635+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5635_ROD/PIPE-DEPTH: 6.4 meters
 AC5635_SLEEVE-DEPTH  : 4.0 meters
 AC5635
 AC5635  HISTORY     - Date     Condition        Report By
 AC5635  HISTORY     - 1995     MONUMENTED       SDDT
 AC5635  HISTORY     - 19950410 GOOD             NGS
 AC5635
 AC5635                          STATION DESCRIPTION
 AC5635
 AC5635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5635'11.8 KM (7.35 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5635'IN CUSTER, 274.2 M (899.6 FT) WEST OF MILEPOST 20, 149.1 M (489.2 FT)
 AC5635'NORTHWEST OF THE CENTER OF A DRIVEWAY, 22.6 M (74.1 FT) SOUTHWEST OF
 AC5635'THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) SOUTHEAST OF THE CENTER OF A
 AC5635'FIELD ENTRANCE AND GATE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AC5635'HIGHWAY, 0.6 M (2.0 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT) SOUTHWEST
 AC5635'OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 AC5635'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AC5635'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.
 AC5635'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5635'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5636 ***********************************************************************
 AC5636  DESIGNATION -  16 020.72
 AC5636  PID         -  AC5636
 AC5636  STATE/COUNTY-  SD/CUSTER
 AC5636  COUNTRY     -  US
 AC5636  USGS QUAD   -  FOURMILE (2017)
 AC5636
 AC5636                         *CURRENT SURVEY CONTROL
 AC5636  ______________________________________________________________________
 AC5636* NAD 83(1986) POSITION- 43 44 08.     (N) 103 42 24.     (W)   SCALED
 AC5636* NAVD 88 ORTHO HEIGHT -  1675.228 (meters)     5496.14  (feet) ADJUSTED
 AC5636  ______________________________________________________________________
 AC5636  GEOID HEIGHT    -        -13.459 (meters)                     GEOID18
 AC5636  DYNAMIC HEIGHT  -       1674.440 (meters)     5493.56  (feet) COMP
 AC5636  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 AC5636
 AC5636  VERT ORDER      -  FIRST     CLASS II
 AC5636
 AC5636.The horizontal coordinates were scaled from a map and have
 AC5636.an estimated accuracy of +/- 6 seconds.
 AC5636
 AC5636.The orthometric height was determined by differential leveling and
 AC5636.adjusted by the NATIONAL GEODETIC SURVEY
 AC5636.in October 1997.
 AC5636
 AC5636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5636.GEOID18 height accuracy estimate available here.
 AC5636
 AC5636.Click photographs - Photos may exist for this station.
 AC5636
 AC5636.The dynamic height is computed by dividing the NAVD 88
 AC5636.geopotential number by the normal gravity value computed on the
 AC5636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5636.degrees latitude (g = 980.6199 gals.).
 AC5636
 AC5636.The modeled gravity was interpolated from observed gravity values.
 AC5636
 AC5636;                    North         East    Units  Estimated Accuracy
 AC5636;SPC SD S     -   161,290.      328,340.      MT  (+/- 180 meters Scaled)
 AC5636
 AC5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ041433(NAD 83)
 AC5636
 AC5636                          SUPERSEDED SURVEY CONTROL
 AC5636
 AC5636.No superseded survey control is available for this station.
 AC5636
 AC5636_MARKER: DB = BENCH MARK DISK
 AC5636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5636_STAMPING: 16-20.72 1994
 AC5636_MARK LOGO: SDDT
 AC5636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5636+STABILITY: SURFACE MOTION
 AC5636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5636+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5636
 AC5636  HISTORY     - Date     Condition        Report By
 AC5636  HISTORY     - 1994     MONUMENTED       SDDT
 AC5636  HISTORY     - 19950418 GOOD             NGS
 AC5636
 AC5636                          STATION DESCRIPTION
 AC5636
 AC5636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5636'10.3 KM (6.40 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5636'IN CUSTER, 461.1 M (1512.8 FT) WEST OF MILEPOST 21, 36.4 M (119.4 FT)
 AC5636'NORTH OF THE HIGHWAY CENTERLINE, 36.4 M (119.4 FT) NORTHWEST OF THE
 AC5636'CENTER OF FOREST SERVICE ROAD 665 AND A CATTLE GUARD, 5.0 M (16.4 FT)
 AC5636'ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF THE WEST END OF
 AC5636'4-BRACED FENCE POSTS, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AC5636'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 AC5636'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5637 ***********************************************************************
 AC5637  DESIGNATION -  16 021.73
 AC5637  PID         -  AC5637
 AC5637  STATE/COUNTY-  SD/CUSTER
 AC5637  COUNTRY     -  US
 AC5637  USGS QUAD   -  FOURMILE (2017)
 AC5637
 AC5637                         *CURRENT SURVEY CONTROL
 AC5637  ______________________________________________________________________
 AC5637* NAD 83(1986) POSITION- 43 43 56.     (N) 103 41 25.     (W)   SCALED
 AC5637* NAVD 88 ORTHO HEIGHT -  1650.758 (meters)     5415.86  (feet) ADJUSTED
 AC5637  ______________________________________________________________________
 AC5637  GEOID HEIGHT    -        -13.516 (meters)                     GEOID18
 AC5637  DYNAMIC HEIGHT  -       1649.983 (meters)     5413.32  (feet) COMP
 AC5637  MODELED GRAVITY -    980,089.4   (mgal)                       NAVD 88
 AC5637
 AC5637  VERT ORDER      -  FIRST     CLASS II
 AC5637
 AC5637.The horizontal coordinates were scaled from a map and have
 AC5637.an estimated accuracy of +/- 6 seconds.
 AC5637
 AC5637.The orthometric height was determined by differential leveling and
 AC5637.adjusted by the NATIONAL GEODETIC SURVEY
 AC5637.in October 1997.
 AC5637
 AC5637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5637.GEOID18 height accuracy estimate available here.
 AC5637
 AC5637.Click photographs - Photos may exist for this station.
 AC5637
 AC5637.The dynamic height is computed by dividing the NAVD 88
 AC5637.geopotential number by the normal gravity value computed on the
 AC5637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5637.degrees latitude (g = 980.6199 gals.).
 AC5637
 AC5637.The modeled gravity was interpolated from observed gravity values.
 AC5637
 AC5637;                    North         East    Units  Estimated Accuracy
 AC5637;SPC SD S     -   160,870.      329,640.      MT  (+/- 180 meters Scaled)
 AC5637
 AC5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ054429(NAD 83)
 AC5637
 AC5637                          SUPERSEDED SURVEY CONTROL
 AC5637
 AC5637.No superseded survey control is available for this station.
 AC5637
 AC5637_MARKER: DB = BENCH MARK DISK
 AC5637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5637_STAMPING: 16-21.73 1994
 AC5637_MARK LOGO: SDDT
 AC5637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5637+STABILITY: SURFACE MOTION
 AC5637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5637+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5637
 AC5637  HISTORY     - Date     Condition        Report By
 AC5637  HISTORY     - 1994     MONUMENTED       SDDT
 AC5637  HISTORY     - 19950418 GOOD             NGS
 AC5637
 AC5637                          STATION DESCRIPTION
 AC5637
 AC5637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5637'8.7 KM (5.40 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5637'IN CUSTER, 434.8 M (1426.5 FT) WEST OF MILEPOST 22, 31.0 M (101.7 FT)
 AC5637'NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) NORTH OF THE NORTH
 AC5637'END OF A CULVERT UNDER THE HIGHWAY, 11.4 M (37.4 FT) NORTHWEST OF
 AC5637'UNDERGROUND CABLE JUNCTION BOX NUMBER F20 4, 2.5 M (8.2 FT) BELOW THE
 AC5637'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 AC5637'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5637'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5638 ***********************************************************************
 AC5638  DESIGNATION -  16 022.78
 AC5638  PID         -  AC5638
 AC5638  STATE/COUNTY-  SD/CUSTER
 AC5638  COUNTRY     -  US
 AC5638  USGS QUAD   -  FOURMILE (2017)
 AC5638
 AC5638                         *CURRENT SURVEY CONTROL
 AC5638  ______________________________________________________________________
 AC5638* NAD 83(1986) POSITION- 43 44 08.     (N) 103 40 08.     (W)   SCALED
 AC5638* NAVD 88 ORTHO HEIGHT -  1633.363 (meters)     5358.79  (feet) ADJUSTED
 AC5638  ______________________________________________________________________
 AC5638  GEOID HEIGHT    -        -13.567 (meters)                     GEOID18
 AC5638  DYNAMIC HEIGHT  -       1632.596 (meters)     5356.28  (feet) COMP
 AC5638  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 AC5638
 AC5638  VERT ORDER      -  FIRST     CLASS II
 AC5638
 AC5638.The horizontal coordinates were scaled from a map and have
 AC5638.an estimated accuracy of +/- 6 seconds.
 AC5638
 AC5638.The orthometric height was determined by differential leveling and
 AC5638.adjusted by the NATIONAL GEODETIC SURVEY
 AC5638.in October 1997.
 AC5638
 AC5638.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5638.GEOID18 height accuracy estimate available here.
 AC5638
 AC5638.Click photographs - Photos may exist for this station.
 AC5638
 AC5638.The dynamic height is computed by dividing the NAVD 88
 AC5638.geopotential number by the normal gravity value computed on the
 AC5638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5638.degrees latitude (g = 980.6199 gals.).
 AC5638
 AC5638.The modeled gravity was interpolated from observed gravity values.
 AC5638
 AC5638;                    North         East    Units  Estimated Accuracy
 AC5638;SPC SD S     -   161,170.      331,380.      MT  (+/- 180 meters Scaled)
 AC5638
 AC5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ071433(NAD 83)
 AC5638
 AC5638                          SUPERSEDED SURVEY CONTROL
 AC5638
 AC5638.No superseded survey control is available for this station.
 AC5638
 AC5638_MARKER: DD = SURVEY DISK
 AC5638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5638_STAMPING: 16-22.78
 AC5638_MARK LOGO: SDDT
 AC5638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5638+STABILITY: SURFACE MOTION
 AC5638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5638+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5638
 AC5638  HISTORY     - Date     Condition        Report By
 AC5638  HISTORY     - UNK      MONUMENTED       SDDT
 AC5638  HISTORY     - 19950418 GOOD             NGS
 AC5638
 AC5638                          STATION DESCRIPTION
 AC5638
 AC5638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5638'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5638'IN CUSTER, 389.2 M (1276.9 FT) WEST OF MILEPOST 23, 95.3 M (312.7 FT)
 AC5638'NORTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO BAILY
 AC5638'BROTHERS RED BARN, 30.2 M (99.1 FT) SOUTHEAST OF THE HIGHWAY
 AC5638'CENTERLINE, 20.4 M (66.9 FT) NORTHEAST OF A T-FENCE CORNER, 0.7 M (2.3
 AC5638'FT) NORTHWEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC5638'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 AC5638'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5639 ***********************************************************************
 AC5639  DESIGNATION -  16 023.73
 AC5639  PID         -  AC5639
 AC5639  STATE/COUNTY-  SD/CUSTER
 AC5639  COUNTRY     -  US
 AC5639  USGS QUAD   -  FOURMILE (2017)
 AC5639
 AC5639                         *CURRENT SURVEY CONTROL
 AC5639  ______________________________________________________________________
 AC5639* NAD 83(1986) POSITION- 43 44 34.     (N) 103 39 13.     (W)   SCALED
 AC5639* NAVD 88 ORTHO HEIGHT -  1666.199 (meters)     5466.52  (feet) ADJUSTED
 AC5639  ______________________________________________________________________
 AC5639  GEOID HEIGHT    -        -13.590 (meters)                     GEOID18
 AC5639  DYNAMIC HEIGHT  -       1665.420 (meters)     5463.97  (feet) COMP
 AC5639  MODELED GRAVITY -    980,090.6   (mgal)                       NAVD 88
 AC5639
 AC5639  VERT ORDER      -  FIRST     CLASS II
 AC5639
 AC5639.The horizontal coordinates were scaled from a map and have
 AC5639.an estimated accuracy of +/- 6 seconds.
 AC5639
 AC5639.The orthometric height was determined by differential leveling and
 AC5639.adjusted by the NATIONAL GEODETIC SURVEY
 AC5639.in October 1997.
 AC5639
 AC5639.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5639.GEOID18 height accuracy estimate available here.
 AC5639
 AC5639.Click photographs - Photos may exist for this station.
 AC5639
 AC5639.The dynamic height is computed by dividing the NAVD 88
 AC5639.geopotential number by the normal gravity value computed on the
 AC5639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5639.degrees latitude (g = 980.6199 gals.).
 AC5639
 AC5639.The modeled gravity was interpolated from observed gravity values.
 AC5639
 AC5639;                    North         East    Units  Estimated Accuracy
 AC5639;SPC SD S     -   161,920.      332,640.      MT  (+/- 180 meters Scaled)
 AC5639
 AC5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ084441(NAD 83)
 AC5639
 AC5639                          SUPERSEDED SURVEY CONTROL
 AC5639
 AC5639.No superseded survey control is available for this station.
 AC5639
 AC5639_MARKER: DD = SURVEY DISK
 AC5639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5639_STAMPING: 16-23.73
 AC5639_MARK LOGO: SDDT
 AC5639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5639+STABILITY: SURFACE MOTION
 AC5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5639+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5639
 AC5639  HISTORY     - Date     Condition        Report By
 AC5639  HISTORY     - UNK      MONUMENTED       SDDT
 AC5639  HISTORY     - 19950418 GOOD             NGS
 AC5639
 AC5639                          STATION DESCRIPTION
 AC5639
 AC5639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5639'5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5639'IN CUSTER, 499.4 M (1638.4 FT) WEST OF MILEPOST 24, 144.8 M (475.1 FT)
 AC5639'NORTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO A KOA
 AC5639'CAMPGROUND, 48.0 M (157.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AC5639'18.0 M (59.1 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD AND CATTLE
 AC5639'GUARD, 2.0 M (6.6 FT) SOUTHWEST OF THE SOUTH END OF 3 BRACED FENCE
 AC5639'POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AC5639'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AC5639'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5640 ***********************************************************************
 AC5640  DESIGNATION -  16 025.0
 AC5640  PID         -  AC5640
 AC5640  STATE/COUNTY-  SD/CUSTER
 AC5640  COUNTRY     -  US
 AC5640  USGS QUAD   -  BERNE (2017)
 AC5640
 AC5640                         *CURRENT SURVEY CONTROL
 AC5640  ______________________________________________________________________
 AC5640* NAD 83(1986) POSITION- 43 45 13.15   (N) 103 37 57.45   (W)   HD_HELD1
 AC5640* NAVD 88 ORTHO HEIGHT -  1636.469 (meters)     5368.98  (feet) ADJUSTED
 AC5640  ______________________________________________________________________
 AC5640  GEOID HEIGHT    -        -13.637 (meters)                     GEOID18
 AC5640  DYNAMIC HEIGHT  -       1635.704 (meters)     5366.47  (feet) COMP
 AC5640  MODELED GRAVITY -    980,092.1   (mgal)                       NAVD 88
 AC5640
 AC5640  VERT ORDER      -  FIRST     CLASS II
 AC5640
 AC5640.The horizontal coordinates were determined by differentially corrected
 AC5640.hand held GPS observations or other comparable positioning techniques
 AC5640.and have an estimated accuracy of +/- 3 meters.
 AC5640
 AC5640.The orthometric height was determined by differential leveling and
 AC5640.adjusted by the NATIONAL GEODETIC SURVEY
 AC5640.in October 1997.
 AC5640
 AC5640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5640.GEOID18 height accuracy estimate available here.
 AC5640
 AC5640.Click photographs - Photos may exist for this station.
 AC5640
 AC5640.The dynamic height is computed by dividing the NAVD 88
 AC5640.geopotential number by the normal gravity value computed on the
 AC5640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5640.degrees latitude (g = 980.6199 gals.).
 AC5640
 AC5640.The modeled gravity was interpolated from observed gravity values.
 AC5640
 AC5640;                    North         East    Units  Estimated Accuracy
 AC5640;SPC SD S     -   163,062.1     334,377.8     MT  (+/- 3 meters HH1 GPS) 
 AC5640
 AC5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1008145420(NAD 83)
 AC5640
 AC5640                          SUPERSEDED SURVEY CONTROL
 AC5640
 AC5640.No superseded survey control is available for this station.
 AC5640
 AC5640_MARKER: DD = SURVEY DISK
 AC5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5640_STAMPING: 16-25.0
 AC5640_MARK LOGO: SDDT
 AC5640_PROJECTION: FLUSH
 AC5640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5640+STABILITY: SURFACE MOTION
 AC5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5640+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2019
 AC5640
 AC5640  HISTORY     - Date     Condition        Report By
 AC5640  HISTORY     - UNK      MONUMENTED       SDDT
 AC5640  HISTORY     - 19950418 GOOD             NGS
 AC5640  HISTORY     - 20190701 GOOD             SDDT
 AC5640
 AC5640                          STATION DESCRIPTION
 AC5640
 AC5640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5640'3.4 KM (2.10 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5640'IN CUSTER, 94.8 M (311.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRIDGE
 AC5640'SPANNING FRENCH CREEK, 25.1 M (82.3 FT) EAST OF AND LEVEL WITH THE
 AC5640'HIGHWAY CENTERLINE, 19.5 M (64.0 FT) SOUTHEAST OF MILEPOST 25, 8.0 M
 AC5640'(26.2 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3
 AC5640'FT) NORTH OF A FENCE CORNER, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 AC5640'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5640
 AC5640                          STATION RECOVERY (2019)
 AC5640
 AC5640'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 AC5640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5630 ***********************************************************************
 AC5630  DESIGNATION -  16 026.0
 AC5630  PID         -  AC5630
 AC5630  STATE/COUNTY-  SD/CUSTER
 AC5630  COUNTRY     -  US
 AC5630  USGS QUAD   -  CUSTER (2017)
 AC5630
 AC5630                         *CURRENT SURVEY CONTROL
 AC5630  ______________________________________________________________________
 AC5630* NAD 83(1986) POSITION- 43 45 45.     (N) 103 37 03.     (W)   SCALED
 AC5630* NAVD 88 ORTHO HEIGHT -  1628.458 (meters)     5342.70  (feet) ADJUSTED
 AC5630  ______________________________________________________________________
 AC5630  GEOID HEIGHT    -        -13.674 (meters)                     GEOID18
 AC5630  DYNAMIC HEIGHT  -       1627.700 (meters)     5340.21  (feet) COMP
 AC5630  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 AC5630
 AC5630  VERT ORDER      -  FIRST     CLASS II
 AC5630
 AC5630.The horizontal coordinates were scaled from a map and have
 AC5630.an estimated accuracy of +/- 6 seconds.
 AC5630
 AC5630.The orthometric height was determined by differential leveling and
 AC5630.adjusted by the NATIONAL GEODETIC SURVEY
 AC5630.in October 1997.
 AC5630
 AC5630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5630.GEOID18 height accuracy estimate available here.
 AC5630
 AC5630.Click photographs - Photos may exist for this station.
 AC5630
 AC5630.The dynamic height is computed by dividing the NAVD 88
 AC5630.geopotential number by the normal gravity value computed on the
 AC5630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5630.degrees latitude (g = 980.6199 gals.).
 AC5630
 AC5630.The modeled gravity was interpolated from observed gravity values.
 AC5630
 AC5630;                    North         East    Units  Estimated Accuracy
 AC5630;SPC SD S     -   164,000.      335,630.      MT  (+/- 180 meters Scaled)
 AC5630
 AC5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ112464(NAD 83)
 AC5630
 AC5630                          SUPERSEDED SURVEY CONTROL
 AC5630
 AC5630.No superseded survey control is available for this station.
 AC5630
 AC5630_MARKER: DD = SURVEY DISK
 AC5630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5630_STAMPING: 16-26.0
 AC5630_MARK LOGO: SDDT
 AC5630_PROJECTION: FLUSH
 AC5630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5630+STABILITY: SURFACE MOTION
 AC5630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5630+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5630
 AC5630  HISTORY     - Date     Condition        Report By
 AC5630  HISTORY     - UNK      MONUMENTED       SDDT
 AC5630  HISTORY     - 19950418 GOOD             NGS
 AC5630  HISTORY     - 20190701 POOR             SDDT
 AC5630
 AC5630                          STATION DESCRIPTION
 AC5630
 AC5630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5630'1.7 KM (1.05 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5630'IN CUSTER, 34.7 M (113.8 FT) EAST OF THE NORTHEAST CORNER OF THE
 AC5630'WEEPING HART TRADING POST AND ROCK SHOP, 13.0 M (42.7 FT) WEST OF THE
 AC5630'CENTER OF A DRIVEWAY, 9.7 M (31.8 FT) SOUTH OF AND LEVEL WITH THE
 AC5630'HIGHWAY CENTERLINE, 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A WITNESS POST,
 AC5630'0.4 M (1.3 FT) SOUTHEAST OF MILEPOST 26, AND THE MONUMENT IS FLUSH
 AC5630'WITH THE GROUND SURFACE.
 AC5630
 AC5630                          STATION RECOVERY (2019)
 AC5630
 AC5630'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 AC5630'MARK WAS DISTURBED DURING RECENT CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5567 ***********************************************************************
 AC5567  CBN         -  This is a Cooperative Base Network Control Station.
 AC5567  DESIGNATION -  16 045.08
 AC5567  PID         -  AC5567
 AC5567  STATE/COUNTY-  SD/PENNINGTON
 AC5567  COUNTRY     -  US
 AC5567  USGS QUAD   -  HILL CITY (2017)
 AC5567
 AC5567                         *CURRENT SURVEY CONTROL
 AC5567  ______________________________________________________________________
 AC5567* NAD 83(2011) POSITION- 43 56 55.78958(N) 103 30 46.22700(W)   ADJUSTED
 AC5567* NAD 83(2011) ELLIP HT-  1425.275 (meters)        (06/27/12)   ADJUSTED
 AC5567* NAD 83(2011) EPOCH   -  2010.00
 AC5567* NAVD 88 ORTHO HEIGHT -  1439.326 (meters)     4722.19  (feet) ADJUSTED
 AC5567  ______________________________________________________________________
 AC5567  GEOID HEIGHT    -        -14.042 (meters)                     GEOID18
 AC5567  NAD 83(2011) X  - -1,074,956.280 (meters)                     COMP
 AC5567  NAD 83(2011) Y  - -4,473,098.571 (meters)                     COMP
 AC5567  NAD 83(2011) Z  -  4,404,989.178 (meters)                     COMP
 AC5567  LAPLACE CORR    -        -13.21  (seconds)                    DEFLEC18
 AC5567  DYNAMIC HEIGHT  -       1438.694 (meters)     4720.12  (feet) COMP
 AC5567  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 AC5567
 AC5567  VERT ORDER      -  FIRST     CLASS II
 AC5567
 AC5567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5567  Standards:
 AC5567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5567  -------------------------------------------------------------------
 AC5567  NETWORK    0.63   1.29           0.29   0.21   0.66     -0.10449901
 AC5567  -------------------------------------------------------------------
 AC5567  Click here for local accuracies and other accuracy information.
 AC5567
 AC5567.The horizontal coordinates were established by GPS observations
 AC5567.and adjusted by the National Geodetic Survey in June 2012.
 AC5567
 AC5567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5567.been affixed to the stable North American tectonic plate. See 
 AC5567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5567
 AC5567.The horizontal coordinates are valid at the epoch date displayed above
 AC5567.which is a decimal equivalence of Year/Month/Day.
 AC5567
 AC5567.The orthometric height was determined by differential leveling and
 AC5567.adjusted by the NATIONAL GEODETIC SURVEY
 AC5567.in October 1997.
 AC5567
 AC5567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5567.GEOID18 height accuracy estimate available here.
 AC5567
 AC5567.Click photographs - Photos may exist for this station.
 AC5567
 AC5567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5567
 AC5567.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5567
 AC5567.The ellipsoidal height was determined by GPS observations
 AC5567.and is referenced to NAD 83.
 AC5567
 AC5567.The dynamic height is computed by dividing the NAVD 88
 AC5567.geopotential number by the normal gravity value computed on the
 AC5567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5567.degrees latitude (g = 980.6199 gals.).
 AC5567
 AC5567.The modeled gravity was interpolated from observed gravity values.
 AC5567
 AC5567. The following values were computed from the NAD 83(2011) position.
 AC5567
 AC5567;                    North         East     Units Scale Factor Converg.
 AC5567;SPC SD S     -   184,354.266   344,846.604   MT  0.99992347   -2 11 36.2
 AC5567;SPC SD S     -   604,835.62  1,131,384.23   sFT  0.99992347   -2 11 36.2
 AC5567;UTM  13      - 4,867,264.531   619,334.602   MT  0.99977515   +1 01 56.0
 AC5567
 AC5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5567!SPC SD S     -   0.99977656  x   0.99992347  =   0.99970005
 AC5567!UTM  13      -   0.99977656  x   0.99977515  =   0.99955176
 AC5567
 AC5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1933467264(NAD 83)
 AC5567
 AC5567                          SUPERSEDED SURVEY CONTROL
 AC5567
 AC5567  NAD 83(2007)-  43 56 55.78942(N)    103 30 46.22809(W) AD(2002.00) 0
 AC5567  ELLIP H (02/10/07) 1425.305  (m)                       GP(2002.00)    
 AC5567  NAD 83(1993)-  43 56 55.78886(N)    103 30 46.22802(W) AD(       ) A
 AC5567  ELLIP H (06/23/03) 1425.300  (m)                       GP(       ) 3 1
 AC5567  NAVD 88            1439.33   (m)         4722.2    (f) LEVELING    3  
 AC5567
 AC5567.Superseded values are not recommended for survey control.
 AC5567
 AC5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5567.See file dsdata.pdf to determine how the superseded data were derived.
 AC5567
 AC5567_MARKER: Z = SEE DESCRIPTION
 AC5567_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5567_STAMPING: 16-45.08 1995
 AC5567_MARK LOGO: NGS
 AC5567_PROJECTION: FLUSH
 AC5567_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5567+STABILITY: POSITION/ELEVATION WELL
 AC5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5567+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AC5567_ROD/PIPE-DEPTH: 6.40 meters
 AC5567_SLEEVE-DEPTH  : 4.00 meters
 AC5567
 AC5567  HISTORY     - Date     Condition        Report By
 AC5567  HISTORY     - 1995     MONUMENTED       SDDT
 AC5567  HISTORY     - 19950501 GOOD             NGS
 AC5567  HISTORY     - 20020514 GOOD             SDDT
 AC5567
 AC5567                          STATION DESCRIPTION
 AC5567
 AC5567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5567'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5567'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 8.9 KM (5.55 MI)
 AC5567'WESTERLY ALONG U.S. HIGHWAY 16, 195.0 M (639.8 FT) EAST OF MILEPOST
 AC5567'45, 34.3 M (112.5 FT) EAST OF THE HIGHWAY CENTERLINE, 32.1 M (105.3
 AC5567'FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.0 M (6.6 FT)
 AC5567'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, 0.4 M
 AC5567'(1.3 FT) EAST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A
 AC5567'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AC5567'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL
 AC5567'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5567'THROUGH A 4-INCH PVC CAP.
 AC5567
 AC5567                          STATION RECOVERY (2002)
 AC5567
 AC5567'RECOVERY NOTE BY SD DEPT OF TRANSP 2002
 AC5567'RECOVERED AS DESCRIBED
 AC5567'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5566 ***********************************************************************
 AC5566  DESIGNATION -  16 046.22
 AC5566  PID         -  AC5566
 AC5566  STATE/COUNTY-  SD/PENNINGTON
 AC5566  COUNTRY     -  US
 AC5566  USGS QUAD   -  HILL CITY (2017)
 AC5566
 AC5566                         *CURRENT SURVEY CONTROL
 AC5566  ______________________________________________________________________
 AC5566* NAD 83(1986) POSITION- 43 55 58.     (N) 103 30 30.     (W)   SCALED
 AC5566* NAVD 88 ORTHO HEIGHT -  1477.995 (meters)     4849.06  (feet) ADJUSTED
 AC5566  ______________________________________________________________________
 AC5566  GEOID HEIGHT    -        -14.073 (meters)                     GEOID18
 AC5566  DYNAMIC HEIGHT  -       1477.342 (meters)     4846.91  (feet) COMP
 AC5566  MODELED GRAVITY -    980,123.8   (mgal)                       NAVD 88
 AC5566
 AC5566  VERT ORDER      -  FIRST     CLASS II
 AC5566
 AC5566.The horizontal coordinates were scaled from a map and have
 AC5566.an estimated accuracy of +/- 6 seconds.
 AC5566
 AC5566.The orthometric height was determined by differential leveling and
 AC5566.adjusted by the NATIONAL GEODETIC SURVEY
 AC5566.in October 1997.
 AC5566
 AC5566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5566.GEOID18 height accuracy estimate available here.
 AC5566
 AC5566.Click photographs - Photos may exist for this station.
 AC5566
 AC5566.The dynamic height is computed by dividing the NAVD 88
 AC5566.geopotential number by the normal gravity value computed on the
 AC5566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5566.degrees latitude (g = 980.6199 gals.).
 AC5566
 AC5566.The modeled gravity was interpolated from observed gravity values.
 AC5566
 AC5566;                    North         East    Units  Estimated Accuracy
 AC5566;SPC SD S     -   182,560.      345,140.      MT  (+/- 180 meters Scaled)
 AC5566
 AC5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ197654(NAD 83)
 AC5566
 AC5566                          SUPERSEDED SURVEY CONTROL
 AC5566
 AC5566.No superseded survey control is available for this station.
 AC5566
 AC5566_MARKER: DB = BENCH MARK DISK
 AC5566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5566_STAMPING: 16-46.22 1994
 AC5566_MARK LOGO: SDDT
 AC5566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5566+STABILITY: SURFACE MOTION
 AC5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5566+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5566
 AC5566  HISTORY     - Date     Condition        Report By
 AC5566  HISTORY     - 1994     MONUMENTED       SDDT
 AC5566  HISTORY     - 19950501 GOOD             NGS
 AC5566
 AC5566                          STATION DESCRIPTION
 AC5566
 AC5566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5566'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5566'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 7.1 KM (4.40 MI)
 AC5566'WESTERLY ALONG U.S. HIGHWAY 16, 344.0 M (1128.6 FT) EAST OF MILEPOST
 AC5566'46, 23.9 M (78.4 FT) NORTHEAST OF AND LEVEL WITH THE HIGHWAY
 AC5566'CENTERLINE, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT)
 AC5566'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5566'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5565 ***********************************************************************
 AC5565  DESIGNATION -  16 047.49
 AC5565  PID         -  AC5565
 AC5565  STATE/COUNTY-  SD/PENNINGTON
 AC5565  COUNTRY     -  US
 AC5565  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5565
 AC5565                         *CURRENT SURVEY CONTROL
 AC5565  ______________________________________________________________________
 AC5565* NAD 83(1986) POSITION- 43 55 38.     (N) 103 29 20.     (W)   SCALED
 AC5565* NAVD 88 ORTHO HEIGHT -  1541.637 (meters)     5057.85  (feet) ADJUSTED
 AC5565  ______________________________________________________________________
 AC5565  GEOID HEIGHT    -        -14.169 (meters)                     GEOID18
 AC5565  DYNAMIC HEIGHT  -       1540.959 (meters)     5055.63  (feet) COMP
 AC5565  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 AC5565
 AC5565  VERT ORDER      -  FIRST     CLASS II
 AC5565
 AC5565.The horizontal coordinates were scaled from a map and have
 AC5565.an estimated accuracy of +/- 6 seconds.
 AC5565
 AC5565.The orthometric height was determined by differential leveling and
 AC5565.adjusted by the NATIONAL GEODETIC SURVEY
 AC5565.in October 1997.
 AC5565
 AC5565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5565.GEOID18 height accuracy estimate available here.
 AC5565
 AC5565.Click photographs - Photos may exist for this station.
 AC5565
 AC5565.The dynamic height is computed by dividing the NAVD 88
 AC5565.geopotential number by the normal gravity value computed on the
 AC5565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5565.degrees latitude (g = 980.6199 gals.).
 AC5565
 AC5565.The modeled gravity was interpolated from observed gravity values.
 AC5565
 AC5565;                    North         East    Units  Estimated Accuracy
 AC5565;SPC SD S     -   181,880.      346,680.      MT  (+/- 180 meters Scaled)
 AC5565
 AC5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ213648(NAD 83)
 AC5565
 AC5565                          SUPERSEDED SURVEY CONTROL
 AC5565
 AC5565.No superseded survey control is available for this station.
 AC5565
 AC5565_MARKER: DB = BENCH MARK DISK
 AC5565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5565_STAMPING: 16-47.49 1994
 AC5565_MARK LOGO: SDDT
 AC5565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5565+STABILITY: SURFACE MOTION
 AC5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5565+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5565
 AC5565  HISTORY     - Date     Condition        Report By
 AC5565  HISTORY     - 1994     MONUMENTED       SDDT
 AC5565  HISTORY     - 19950501 GOOD             NGS
 AC5565
 AC5565                          STATION DESCRIPTION
 AC5565
 AC5565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5565'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5565'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 5.0 KM (3.10 MI)
 AC5565'WESTERLY ALONG U.S. HIGHWAY 16, 772.0 M (2532.8 FT) EAST OF MILEPOST
 AC5565'47, 90.0 M (295.3 FT) WEST OF THE CENTER OF FOREST SERVICE ROAD 531,
 AC5565'24.4 M (80.1 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.0 M
 AC5565'(3.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 AC5565'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5564 ***********************************************************************
 AC5564  DESIGNATION -  16 048.62
 AC5564  PID         -  AC5564
 AC5564  STATE/COUNTY-  SD/PENNINGTON
 AC5564  COUNTRY     -  US
 AC5564  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5564
 AC5564                         *CURRENT SURVEY CONTROL
 AC5564  ______________________________________________________________________
 AC5564* NAD 83(1986) POSITION- 43 55 21.     (N) 103 28 11.     (W)   SCALED
 AC5564* NAVD 88 ORTHO HEIGHT -  1503.489 (meters)     4932.70  (feet) ADJUSTED
 AC5564  ______________________________________________________________________
 AC5564  GEOID HEIGHT    -        -14.278 (meters)                     GEOID18
 AC5564  DYNAMIC HEIGHT  -       1502.827 (meters)     4930.52  (feet) COMP
 AC5564  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 AC5564
 AC5564  VERT ORDER      -  FIRST     CLASS II
 AC5564
 AC5564.The horizontal coordinates were scaled from a map and have
 AC5564.an estimated accuracy of +/- 6 seconds.
 AC5564
 AC5564.The orthometric height was determined by differential leveling and
 AC5564.adjusted by the NATIONAL GEODETIC SURVEY
 AC5564.in October 1997.
 AC5564
 AC5564.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5564.GEOID18 height accuracy estimate available here.
 AC5564
 AC5564.Click photographs - Photos may exist for this station.
 AC5564
 AC5564.The dynamic height is computed by dividing the NAVD 88
 AC5564.geopotential number by the normal gravity value computed on the
 AC5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5564.degrees latitude (g = 980.6199 gals.).
 AC5564
 AC5564.The modeled gravity was interpolated from observed gravity values.
 AC5564
 AC5564;                    North         East    Units  Estimated Accuracy
 AC5564;SPC SD S     -   181,300.      348,200.      MT  (+/- 180 meters Scaled)
 AC5564
 AC5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ228644(NAD 83)
 AC5564
 AC5564                          SUPERSEDED SURVEY CONTROL
 AC5564
 AC5564.No superseded survey control is available for this station.
 AC5564
 AC5564_MARKER: DB = BENCH MARK DISK
 AC5564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5564_STAMPING: 16-48.62 1994
 AC5564_MARK LOGO: SDDT
 AC5564_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5564+STABILITY: SURFACE MOTION
 AC5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5564+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5564
 AC5564  HISTORY     - Date     Condition        Report By
 AC5564  HISTORY     - 1994     MONUMENTED       SDDT
 AC5564  HISTORY     - 19950501 GOOD             NGS
 AC5564
 AC5564                          STATION DESCRIPTION
 AC5564
 AC5564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5564'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5564'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 3.2 KM (2.00 MI)
 AC5564'WESTERLY ALONG U.S. HIGHWAY 16, 609.8 M (2000.7 FT) WEST OF MILEPOST
 AC5564'49, 27.7 M (90.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.7 M (31.8 FT)
 AC5564'NORTHWEST OF THE CENTER OF HARDESTY ROAD, 7.0 M (23.0 FT) BELOW THE
 AC5564'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND
 AC5564'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC5564'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5562 ***********************************************************************
 AC5562  CBN         -  This is a Cooperative Base Network Control Station.
 AC5562  DESIGNATION -  16 049.78
 AC5562  PID         -  AC5562
 AC5562  STATE/COUNTY-  SD/PENNINGTON
 AC5562  COUNTRY     -  US
 AC5562  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5562
 AC5562                         *CURRENT SURVEY CONTROL
 AC5562  ______________________________________________________________________
 AC5562* NAD 83(2011) POSITION- 43 55 47.76598(N) 103 27 00.53302(W)   ADJUSTED
 AC5562* NAD 83(2011) ELLIP HT-  1531.213 (meters)        (06/27/12)   ADJUSTED
 AC5562* NAD 83(2011) EPOCH   -  2010.00
 AC5562* NAVD 88 ORTHO HEIGHT -  1545.601 (meters)     5070.86  (feet) ADJUSTED
 AC5562  ______________________________________________________________________
 AC5562  GEOID HEIGHT    -        -14.379 (meters)                     GEOID18
 AC5562  NAD 83(2011) X  - -1,070,417.874 (meters)                     COMP
 AC5562  NAD 83(2011) Y  - -4,475,763.500 (meters)                     COMP
 AC5562  NAD 83(2011) Z  -  4,403,550.546 (meters)                     COMP
 AC5562  LAPLACE CORR    -        -16.26  (seconds)                    DEFLEC18
 AC5562  DYNAMIC HEIGHT  -       1544.935 (meters)     5068.67  (feet) COMP
 AC5562  MODELED GRAVITY -    980,132.3   (mgal)                       NAVD 88
 AC5562
 AC5562  VERT ORDER      -  FIRST     CLASS II
 AC5562
 AC5562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5562  Standards:
 AC5562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5562  -------------------------------------------------------------------
 AC5562  NETWORK    0.80   1.57           0.37   0.27   0.80     -0.03254857
 AC5562  -------------------------------------------------------------------
 AC5562  Click here for local accuracies and other accuracy information.
 AC5562
 AC5562.The horizontal coordinates were established by GPS observations
 AC5562.and adjusted by the National Geodetic Survey in June 2012.
 AC5562
 AC5562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5562.been affixed to the stable North American tectonic plate. See 
 AC5562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5562
 AC5562.The horizontal coordinates are valid at the epoch date displayed above
 AC5562.which is a decimal equivalence of Year/Month/Day.
 AC5562
 AC5562.The orthometric height was determined by differential leveling and
 AC5562.adjusted by the NATIONAL GEODETIC SURVEY
 AC5562.in October 1997.
 AC5562
 AC5562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5562.GEOID18 height accuracy estimate available here.
 AC5562
 AC5562.Click photographs - Photos may exist for this station.
 AC5562
 AC5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5562
 AC5562.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5562
 AC5562.The ellipsoidal height was determined by GPS observations
 AC5562.and is referenced to NAD 83.
 AC5562
 AC5562.The dynamic height is computed by dividing the NAVD 88
 AC5562.geopotential number by the normal gravity value computed on the
 AC5562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5562.degrees latitude (g = 980.6199 gals.).
 AC5562
 AC5562.The modeled gravity was interpolated from observed gravity values.
 AC5562
 AC5562. The following values were computed from the NAD 83(2011) position.
 AC5562
 AC5562;                    North         East     Units Scale Factor Converg.
 AC5562;SPC SD S     -   182,065.714   349,796.509   MT  0.99992163   -2 09 00.5
 AC5562;SPC SD S     -   597,327.26  1,147,624.05   sFT  0.99992163   -2 09 00.5
 AC5562;UTM  13      - 4,865,258.403   624,404.727   MT  0.99979035   +1 04 31.4
 AC5562
 AC5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5562!SPC SD S     -   0.99975995  x   0.99992163  =   0.99968160
 AC5562!UTM  13      -   0.99975995  x   0.99979035  =   0.99955035
 AC5562
 AC5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2440465258(NAD 83)
 AC5562
 AC5562                          SUPERSEDED SURVEY CONTROL
 AC5562
 AC5562  NAD 83(2007)-  43 55 47.76583(N)    103 27 00.53415(W) AD(2002.00) 0
 AC5562  ELLIP H (02/10/07) 1531.241  (m)                       GP(2002.00)    
 AC5562  ELLIP H (04/15/04) 1531.233  (m)                       GP(       ) 2 1
 AC5562  NAD 83(1996)-  43 55 47.76506(N)    103 27 00.53422(W) AD(       ) B
 AC5562  ELLIP H (04/18/97) 1531.293  (m)                       GP(       ) 4 1
 AC5562  NAVD 88            1545.60   (m)         5070.9    (f) LEVELING    3  
 AC5562  NAVD 88 (04/18/97) 1545.6    (m)  GEOID96  model used  GPS OBS        
 AC5562
 AC5562.Superseded values are not recommended for survey control.
 AC5562
 AC5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5562.See file dsdata.pdf to determine how the superseded data were derived.
 AC5562
 AC5562_MARKER: P = PIPE CAP
 AC5562_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5562_STAMPING: 16-49.78 1995
 AC5562_MARK LOGO: SDDT
 AC5562_PROJECTION: PROJECTING 2 CENTIMETERS
 AC5562_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5562+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 AC5562_ROD/PIPE-DEPTH: 2.0 meters
 AC5562_SLEEVE-DEPTH  : 1.8 meters
 AC5562
 AC5562  HISTORY     - Date     Condition        Report By
 AC5562  HISTORY     - 1995     MONUMENTED       SDDT
 AC5562  HISTORY     - 19950501 GOOD             NGS
 AC5562  HISTORY     - 19960822 GOOD             NGS
 AC5562  HISTORY     - 20000330 GOOD             GEOMET
 AC5562  HISTORY     - 20230717 GOOD             TERRSV
 AC5562
 AC5562                          STATION DESCRIPTION
 AC5562
 AC5562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5562'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5562'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 1.3 KM (0.80 MI)
 AC5562'WESTERLY ALONG U.S. HIGHWAY 16, 453.3 M (1487.2 FT) WEST OF MILEPOST
 AC5562'50, 26.4 M (86.6 FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE
 AC5562'HIGHWAY, 25.2 M (82.7 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND
 AC5562'LANES OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST, 0.3 M
 AC5562'(1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AC5562'THE HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AC5562'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL
 AC5562'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5562'THROUGH A 4-INCH PVC CAP.
 AC5562
 AC5562                          STATION RECOVERY (1996)
 AC5562
 AC5562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC5562'THE STATION IS LOCATED ABOUT 27.4 KM (17.00 MI) SOUTHWEST OF RAPID
 AC5562'CITY, 8.8 KM (5.45 MI) EAST OF HILL CITY, AND 4.9 KM (3.05 MI)
 AC5562'NORTH-NORTHWEST OF KEYSTONE ON U.S. HIGHWAY 16.  OWNERSHIP--THE STATE
 AC5562'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC5562'HIGHWAY 40 EAST AND U.S. HIGHWAY 16 ALTERNATE ON THE NORTH SIDE OF
 AC5562'KEYSTONE, GO NORTH ON HIGHWAY 16 ALTERNATE FOR 3.7 KM (2.30 MI) TO THE
 AC5562'END OF THE ALTERNATE ROUTE, BEAR LEFT AND GO WEST ON U.S. HIGHWAY 16
 AC5562'FOR 1.3 KM (0.80 MI) TO THE STATION ON THE LEFT, IN A MEDIAN OF THE
 AC5562'HIGHWAY.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC5562'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC5562'STEEL PIPE.  LOCATED 26.4 M (86.6 FT) SOUTH OF THE CENTER OF THE
 AC5562'WESTBOUND HIGHWAY, 25.2 M (82.7 FT) NORTH OF THE CENTERLINE OF THE
 AC5562'EASTBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A METAL GUARD
 AC5562'POST, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE
 AC5562'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AC5562'A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC5562
 AC5562                          STATION RECOVERY (2000)
 AC5562
 AC5562'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AC5562'RECOVERED AS DESCRIBED.
 AC5562
 AC5562                          STATION RECOVERY (2023)
 AC5562
 AC5562'RECOVERY NOTE BY TERRA SURV 2023 (JH)
 AC5562'THERE IS A LARGE HIGHWAY SIGN JUST SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5568 ***********************************************************************
 AC5568  DESIGNATION -  16 050.58
 AC5568  PID         -  AC5568
 AC5568  STATE/COUNTY-  SD/PENNINGTON
 AC5568  COUNTRY     -  US
 AC5568  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5568
 AC5568                         *CURRENT SURVEY CONTROL
 AC5568  ______________________________________________________________________
 AC5568* NAD 83(1986) POSITION- 43 55 31.     (N) 103 26 19.     (W)   SCALED
 AC5568* NAVD 88 ORTHO HEIGHT -  1502.340 (meters)     4928.93  (feet) ADJUSTED
 AC5568  ______________________________________________________________________
 AC5568  GEOID HEIGHT    -        -14.452 (meters)                     GEOID18
 AC5568  DYNAMIC HEIGHT  -       1501.692 (meters)     4926.80  (feet) COMP
 AC5568  MODELED GRAVITY -    980,133.2   (mgal)                       NAVD 88
 AC5568
 AC5568  VERT ORDER      -  FIRST     CLASS II
 AC5568
 AC5568.The horizontal coordinates were scaled from a map and have
 AC5568.an estimated accuracy of +/- 6 seconds.
 AC5568
 AC5568.The orthometric height was determined by differential leveling and
 AC5568.adjusted by the NATIONAL GEODETIC SURVEY
 AC5568.in October 1997.
 AC5568
 AC5568.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5568.GEOID18 height accuracy estimate available here.
 AC5568
 AC5568.Click photographs - Photos may exist for this station.
 AC5568
 AC5568.The dynamic height is computed by dividing the NAVD 88
 AC5568.geopotential number by the normal gravity value computed on the
 AC5568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5568.degrees latitude (g = 980.6199 gals.).
 AC5568
 AC5568.The modeled gravity was interpolated from observed gravity values.
 AC5568
 AC5568;                    North         East    Units  Estimated Accuracy
 AC5568;SPC SD S     -   181,510.      350,700.      MT  (+/- 180 meters Scaled)
 AC5568
 AC5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ253647(NAD 83)
 AC5568
 AC5568                          SUPERSEDED SURVEY CONTROL
 AC5568
 AC5568.No superseded survey control is available for this station.
 AC5568
 AC5568_MARKER: Z = SEE DESCRIPTION
 AC5568_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5568_STAMPING: 16-50.58 1995
 AC5568_MARK LOGO: NGS
 AC5568_PROJECTION: FLUSH
 AC5568_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5568+STABILITY: POSITION/ELEVATION WELL
 AC5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5568+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5568_ROD/PIPE-DEPTH: 6.4 meters
 AC5568_SLEEVE-DEPTH  : 4.0 meters
 AC5568
 AC5568  HISTORY     - Date     Condition        Report By
 AC5568  HISTORY     - 1995     MONUMENTED       SDDT
 AC5568  HISTORY     - 19950501 GOOD             NGS
 AC5568  HISTORY     - 20100806 GOOD             GEOCAC
 AC5568  HISTORY     - 20120726 GOOD             INDIV
 AC5568
 AC5568                          STATION DESCRIPTION
 AC5568
 AC5568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5568'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5568'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 0.6 KM (0.35 MI)
 AC5568'EASTERLY ALONG U.S. HIGHWAY 16, 400.0 M (1312.3 FT) WEST OF MILEPOST
 AC5568'51, 11.3 M (37.1 FT) SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND
 AC5568'LANES OF THE HIGHWAY, 10.9 M (35.8 FT) NORTHWEST OF THE CENTERLINE OF
 AC5568'THE EASTBOUND LANES OF THE HIGHWAY, 3.5 M (11.5 FT) NORTHEAST OF THE
 AC5568'NORTHWEST END OF A CULVERT UNDER THE EASTBOUND LANES OF THE HIGHWAY,
 AC5568'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AC5568'SOUTHWEST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTHEAST OF A
 AC5568'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AC5568'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL
 AC5568'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5568'THROUGH A 4-INCH PVC CAP.
 AC5568
 AC5568                          STATION RECOVERY (2010)
 AC5568
 AC5568'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 AC5568'STANDARD RED WITNESS POST INCHES FROM SQUARE CONCRETE FORM THAT
 AC5568'SURROUNDS LOGO CAP.
 AC5568
 AC5568                          STATION RECOVERY (2012)
 AC5568
 AC5568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5569 ***********************************************************************
 AC5569  DESIGNATION -  16 051.74
 AC5569  PID         -  AC5569
 AC5569  STATE/COUNTY-  SD/PENNINGTON
 AC5569  COUNTRY     -  US
 AC5569  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5569
 AC5569                         *CURRENT SURVEY CONTROL
 AC5569  ______________________________________________________________________
 AC5569* NAD 83(1986) POSITION- 43 56 01.     (N) 103 25 20.     (W)   SCALED
 AC5569* NAVD 88 ORTHO HEIGHT -  1445.854 (meters)     4743.61  (feet) ADJUSTED
 AC5569  ______________________________________________________________________
 AC5569  GEOID HEIGHT    -        -14.548 (meters)                     GEOID18
 AC5569  DYNAMIC HEIGHT  -       1445.240 (meters)     4741.59  (feet) COMP
 AC5569  MODELED GRAVITY -    980,142.2   (mgal)                       NAVD 88
 AC5569
 AC5569  VERT ORDER      -  FIRST     CLASS II
 AC5569
 AC5569.The horizontal coordinates were scaled from a map and have
 AC5569.an estimated accuracy of +/- 6 seconds.
 AC5569
 AC5569.The orthometric height was determined by differential leveling and
 AC5569.adjusted by the NATIONAL GEODETIC SURVEY
 AC5569.in October 1997.
 AC5569
 AC5569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5569.GEOID18 height accuracy estimate available here.
 AC5569
 AC5569.Click photographs - Photos may exist for this station.
 AC5569
 AC5569.The dynamic height is computed by dividing the NAVD 88
 AC5569.geopotential number by the normal gravity value computed on the
 AC5569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5569.degrees latitude (g = 980.6199 gals.).
 AC5569
 AC5569.The modeled gravity was interpolated from observed gravity values.
 AC5569
 AC5569;                    North         East    Units  Estimated Accuracy
 AC5569;SPC SD S     -   182,390.      352,050.      MT  (+/- 180 meters Scaled)
 AC5569
 AC5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ266657(NAD 83)
 AC5569
 AC5569                          SUPERSEDED SURVEY CONTROL
 AC5569
 AC5569.No superseded survey control is available for this station.
 AC5569
 AC5569_MARKER: DD = SURVEY DISK
 AC5569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5569_STAMPING: 16-51.74
 AC5569_MARK LOGO: SDDT
 AC5569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5569+STABILITY: SURFACE MOTION
 AC5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5569+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5569
 AC5569  HISTORY     - Date     Condition        Report By
 AC5569  HISTORY     - UNK      MONUMENTED       SDDT
 AC5569  HISTORY     - 19950501 GOOD             NGS
 AC5569  HISTORY     - 20120726 GOOD             INDIV
 AC5569
 AC5569                          STATION DESCRIPTION
 AC5569
 AC5569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5569'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5569'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 2.2 KM (1.35 MI)
 AC5569'EASTERLY ALONG U.S. HIGHWAY 16, 397.0 M (1302.5 FT) WEST OF MILEPOST
 AC5569'52, 38.9 M (127.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 AC5569'OF THE HIGHWAY, 32.0 M (105.0 FT) NORTHWEST OF THE NORTH END OF A
 AC5569'CULVERT UNDER THE HIGHWAY, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE
 AC5569'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND THE CENTER OF 2
 AC5569'BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5569
 AC5569                          STATION RECOVERY (2012)
 AC5569
 AC5569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5570 ***********************************************************************
 AC5570  DESIGNATION -  16 052.64
 AC5570  PID         -  AC5570
 AC5570  STATE/COUNTY-  SD/PENNINGTON
 AC5570  COUNTRY     -  US
 AC5570  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5570
 AC5570                         *CURRENT SURVEY CONTROL
 AC5570  ______________________________________________________________________
 AC5570* NAD 83(1986) POSITION- 43 56 26.     (N) 103 24 31.     (W)   SCALED
 AC5570* NAVD 88 ORTHO HEIGHT -  1462.955 (meters)     4799.71  (feet) ADJUSTED
 AC5570  ______________________________________________________________________
 AC5570  GEOID HEIGHT    -        -14.628 (meters)                     GEOID18
 AC5570  DYNAMIC HEIGHT  -       1462.345 (meters)     4797.71  (feet) COMP
 AC5570  MODELED GRAVITY -    980,148.9   (mgal)                       NAVD 88
 AC5570
 AC5570  VERT ORDER      -  FIRST     CLASS II
 AC5570
 AC5570.The horizontal coordinates were scaled from a map and have
 AC5570.an estimated accuracy of +/- 6 seconds.
 AC5570
 AC5570.The orthometric height was determined by differential leveling and
 AC5570.adjusted by the NATIONAL GEODETIC SURVEY
 AC5570.in October 1997.
 AC5570
 AC5570.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5570.GEOID18 height accuracy estimate available here.
 AC5570
 AC5570.Click photographs - Photos may exist for this station.
 AC5570
 AC5570.The dynamic height is computed by dividing the NAVD 88
 AC5570.geopotential number by the normal gravity value computed on the
 AC5570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5570.degrees latitude (g = 980.6199 gals.).
 AC5570
 AC5570.The modeled gravity was interpolated from observed gravity values.
 AC5570
 AC5570;                    North         East    Units  Estimated Accuracy
 AC5570;SPC SD S     -   183,120.      353,170.      MT  (+/- 180 meters Scaled)
 AC5570
 AC5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ277665(NAD 83)
 AC5570
 AC5570                          SUPERSEDED SURVEY CONTROL
 AC5570
 AC5570.No superseded survey control is available for this station.
 AC5570
 AC5570_MARKER: DD = SURVEY DISK
 AC5570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5570_STAMPING: 16-52.64
 AC5570_MARK LOGO: SDDT
 AC5570_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5570+STABILITY: SURFACE MOTION
 AC5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5570+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5570
 AC5570  HISTORY     - Date     Condition        Report By
 AC5570  HISTORY     - UNK      MONUMENTED       SDDT
 AC5570  HISTORY     - 19950501 GOOD             NGS
 AC5570  HISTORY     - 20120726 GOOD             INDIV
 AC5570
 AC5570                          STATION DESCRIPTION
 AC5570
 AC5570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5570'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5570'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 3.6 KM (2.25 MI)
 AC5570'EASTERLY ALONG U.S. HIGHWAY 16, 553.0 M (1814.3 FT) WEST OF MILEPOST
 AC5570'53, 55.8 M (183.1 FT) EAST OF THE EAST END OF A GUARDRAIL, 29.9 M
 AC5570'(98.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AC5570'HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) ABOVE THE
 AC5570'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 AC5570'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5570
 AC5570                          STATION RECOVERY (2012)
 AC5570
 AC5570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5571 ***********************************************************************
 AC5571  DESIGNATION -  16 053.69
 AC5571  PID         -  AC5571
 AC5571  STATE/COUNTY-  SD/PENNINGTON
 AC5571  COUNTRY     -  US
 AC5571  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5571
 AC5571                         *CURRENT SURVEY CONTROL
 AC5571  ______________________________________________________________________
 AC5571* NAD 83(1986) POSITION- 43 56 36.     (N) 103 23 20.     (W)   SCALED
 AC5571* NAVD 88 ORTHO HEIGHT -  1403.007 (meters)     4603.03  (feet) ADJUSTED
 AC5571  ______________________________________________________________________
 AC5571  GEOID HEIGHT    -        -14.755 (meters)                     GEOID18
 AC5571  DYNAMIC HEIGHT  -       1402.428 (meters)     4601.13  (feet) COMP
 AC5571  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 AC5571
 AC5571  VERT ORDER      -  FIRST     CLASS II
 AC5571
 AC5571.The horizontal coordinates were scaled from a map and have
 AC5571.an estimated accuracy of +/- 6 seconds.
 AC5571
 AC5571.The orthometric height was determined by differential leveling and
 AC5571.adjusted by the NATIONAL GEODETIC SURVEY
 AC5571.in October 1997.
 AC5571
 AC5571.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5571.GEOID18 height accuracy estimate available here.
 AC5571
 AC5571.Click photographs - Photos may exist for this station.
 AC5571
 AC5571.The dynamic height is computed by dividing the NAVD 88
 AC5571.geopotential number by the normal gravity value computed on the
 AC5571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5571.degrees latitude (g = 980.6199 gals.).
 AC5571
 AC5571.The modeled gravity was interpolated from observed gravity values.
 AC5571
 AC5571;                    North         East    Units  Estimated Accuracy
 AC5571;SPC SD S     -   183,370.      354,770.      MT  (+/- 180 meters Scaled)
 AC5571
 AC5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ292668(NAD 83)
 AC5571
 AC5571                          SUPERSEDED SURVEY CONTROL
 AC5571
 AC5571.No superseded survey control is available for this station.
 AC5571
 AC5571_MARKER: DD = SURVEY DISK
 AC5571_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AC5571_STAMPING: 16-53.69
 AC5571_MARK LOGO: SDDT
 AC5571_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5571+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5571
 AC5571  HISTORY     - Date     Condition        Report By
 AC5571  HISTORY     - UNK      MONUMENTED       SDDT
 AC5571  HISTORY     - 19950501 GOOD             NGS
 AC5571  HISTORY     - 20120726 GOOD             INDIV
 AC5571
 AC5571                          STATION DESCRIPTION
 AC5571
 AC5571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5571'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5571'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 5.3 KM (3.30 MI)
 AC5571'EASTERLY ALONG U.S. HIGHWAY 16, NEAR THE NORTH EDGE OF A 2 BY 2-FOOT
 AC5571'AREA OF ROCK THAT IS FLUSH WITH THE GROUND SURFACE, 431.0 M (1414.0
 AC5571'FT) WEST OF MILEPOST 54, 21.9 M (71.9 FT) NORTH OF THE CENTERLINE OF
 AC5571'THE EASTBOUND LANES OF THE HIGHWAY, 13.2 M (43.3 FT) SOUTH OF THE
 AC5571'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.1 M (3.6 FT) WEST
 AC5571'OF THE WEST FACE OF AN OUTCROP, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AC5571'EASTBOUND HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 AC5571
 AC5571                          STATION RECOVERY (2012)
 AC5571
 AC5571'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5572 ***********************************************************************
 AC5572  DESIGNATION -  16 054.62
 AC5572  PID         -  AC5572
 AC5572  STATE/COUNTY-  SD/PENNINGTON
 AC5572  COUNTRY     -  US
 AC5572  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5572
 AC5572                         *CURRENT SURVEY CONTROL
 AC5572  ______________________________________________________________________
 AC5572* NAD 83(1986) POSITION- 43 56 37.     (N) 103 22 31.     (W)   SCALED
 AC5572* NAVD 88 ORTHO HEIGHT -  1407.566 (meters)     4617.99  (feet) ADJUSTED
 AC5572  ______________________________________________________________________
 AC5572  GEOID HEIGHT    -        -14.845 (meters)                     GEOID18
 AC5572  DYNAMIC HEIGHT  -       1406.991 (meters)     4616.10  (feet) COMP
 AC5572  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 AC5572
 AC5572  VERT ORDER      -  FIRST     CLASS II
 AC5572
 AC5572.The horizontal coordinates were scaled from a map and have
 AC5572.an estimated accuracy of +/- 6 seconds.
 AC5572
 AC5572.The orthometric height was determined by differential leveling and
 AC5572.adjusted by the NATIONAL GEODETIC SURVEY
 AC5572.in October 1997.
 AC5572
 AC5572.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5572.GEOID18 height accuracy estimate available here.
 AC5572
 AC5572.Click photographs - Photos may exist for this station.
 AC5572
 AC5572.The dynamic height is computed by dividing the NAVD 88
 AC5572.geopotential number by the normal gravity value computed on the
 AC5572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5572.degrees latitude (g = 980.6199 gals.).
 AC5572
 AC5572.The modeled gravity was interpolated from observed gravity values.
 AC5572
 AC5572;                    North         East    Units  Estimated Accuracy
 AC5572;SPC SD S     -   183,360.      355,860.      MT  (+/- 180 meters Scaled)
 AC5572
 AC5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ303668(NAD 83)
 AC5572
 AC5572                          SUPERSEDED SURVEY CONTROL
 AC5572
 AC5572.No superseded survey control is available for this station.
 AC5572
 AC5572_MARKER: Z = SEE DESCRIPTION
 AC5572_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5572_STAMPING: 16-54.62 1995
 AC5572_MARK LOGO: NGS
 AC5572_PROJECTION: FLUSH
 AC5572_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5572+STABILITY: POSITION/ELEVATION WELL
 AC5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5572+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5572_ROD/PIPE-DEPTH: 6.4 meters
 AC5572_SLEEVE-DEPTH  : 4.0 meters
 AC5572
 AC5572  HISTORY     - Date     Condition        Report By
 AC5572  HISTORY     - 1995     MONUMENTED       SDDT
 AC5572  HISTORY     - 19950501 GOOD             NGS
 AC5572  HISTORY     - 20120726 GOOD             INDIV
 AC5572
 AC5572                          STATION DESCRIPTION
 AC5572
 AC5572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5572'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5572'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 6.7 KM (4.15 MI)
 AC5572'EASTERLY ALONG U.S. HIGHWAY 16, 647.0 M (2122.7 FT) WEST OF MILEPOST
 AC5572'55, 18.5 M (60.7 FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 AC5572'WESTBOUND LANES OF THE HIGHWAY, 16.0 M (52.5 FT) NORTHWEST OF THE
 AC5572'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 11.3 M (37.1 FT)
 AC5572'NORTHEAST OF THE CENTER OF A CROSSOVER, 4.8 M (15.7 FT) SOUTHWEST OF
 AC5572'THE CENTER OF A STORM DRAIN, 0.4 M (1.3 FT) NORTHEAST OF A METAL GUARD
 AC5572'POST, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST. NOTE--THE DATUM
 AC5572'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 AC5572'ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AC5572'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5572
 AC5572                          STATION RECOVERY (2012)
 AC5572
 AC5572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5573 ***********************************************************************
 AC5573  DESIGNATION -  16 055.83
 AC5573  PID         -  AC5573
 AC5573  STATE/COUNTY-  SD/PENNINGTON
 AC5573  COUNTRY     -  US
 AC5573  USGS QUAD   -  ROCKERVILLE (2017)
 AC5573
 AC5573                         *CURRENT SURVEY CONTROL
 AC5573  ______________________________________________________________________
 AC5573* NAD 83(1986) POSITION- 43 57 25.     (N) 103 21 31.     (W)   SCALED
 AC5573* NAVD 88 ORTHO HEIGHT -  1342.685 (meters)     4405.13  (feet) ADJUSTED
 AC5573  ______________________________________________________________________
 AC5573  GEOID HEIGHT    -        -14.956 (meters)                     GEOID18
 AC5573  DYNAMIC HEIGHT  -       1342.142 (meters)     4403.34  (feet) COMP
 AC5573  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 AC5573
 AC5573  VERT ORDER      -  FIRST     CLASS II
 AC5573
 AC5573.The horizontal coordinates were scaled from a map and have
 AC5573.an estimated accuracy of +/- 6 seconds.
 AC5573
 AC5573.The orthometric height was determined by differential leveling and
 AC5573.adjusted by the NATIONAL GEODETIC SURVEY
 AC5573.in October 1997.
 AC5573
 AC5573.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5573.GEOID18 height accuracy estimate available here.
 AC5573
 AC5573.Click photographs - Photos may exist for this station.
 AC5573
 AC5573.The dynamic height is computed by dividing the NAVD 88
 AC5573.geopotential number by the normal gravity value computed on the
 AC5573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5573.degrees latitude (g = 980.6199 gals.).
 AC5573
 AC5573.The modeled gravity was interpolated from observed gravity values.
 AC5573
 AC5573;                    North         East    Units  Estimated Accuracy
 AC5573;SPC SD S     -   184,790.      357,250.      MT  (+/- 180 meters Scaled)
 AC5573
 AC5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ316684(NAD 83)
 AC5573
 AC5573                          SUPERSEDED SURVEY CONTROL
 AC5573
 AC5573.No superseded survey control is available for this station.
 AC5573
 AC5573_MARKER: DD = SURVEY DISK
 AC5573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5573_STAMPING: 16-55.83
 AC5573_MARK LOGO: SDDT
 AC5573_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5573+STABILITY: SURFACE MOTION
 AC5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5573+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5573
 AC5573  HISTORY     - Date     Condition        Report By
 AC5573  HISTORY     - UNK      MONUMENTED       SDDT
 AC5573  HISTORY     - 19950501 GOOD             NGS
 AC5573  HISTORY     - 20120726 GOOD             INDIV
 AC5573
 AC5573                          STATION DESCRIPTION
 AC5573
 AC5573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5573'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5573'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 8.7 KM (5.40 MI)
 AC5573'EASTERLY ALONG U.S. HIGHWAY 16, 193.0 M (633.2 FT) WEST OF MILEPOST
 AC5573'56, 32.2 M (105.6 FT) SOUTHWEST OF THE CENTERLINE OF SOUTH ROCKERVILLE
 AC5573'ROAD, 21.2 M (69.6 FT) NORTHWEST OF THE CENTERLINE OF THE EASTBOUND
 AC5573'LANES OF THE HIGHWAY, 16.5 M (54.1 FT) SOUTHEAST OF THE CENTER OF A
 AC5573'GRAVELED ROAD, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.8 M (2.6
 AC5573'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AC5573'GROUND SURFACE.
 AC5573
 AC5573                          STATION RECOVERY (2012)
 AC5573
 AC5573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5574 ***********************************************************************
 AC5574  DESIGNATION -  16 056.89
 AC5574  PID         -  AC5574
 AC5574  STATE/COUNTY-  SD/PENNINGTON
 AC5574  COUNTRY     -  US
 AC5574  USGS QUAD   -  ROCKERVILLE (2017)
 AC5574
 AC5574                         *CURRENT SURVEY CONTROL
 AC5574  ______________________________________________________________________
 AC5574* NAD 83(1986) POSITION- 43 58 03.     (N) 103 20 49.     (W)   SCALED
 AC5574* NAVD 88 ORTHO HEIGHT -  1330.664 (meters)     4365.69  (feet) ADJUSTED
 AC5574  ______________________________________________________________________
 AC5574  GEOID HEIGHT    -        -15.034 (meters)                     GEOID18
 AC5574  DYNAMIC HEIGHT  -       1330.131 (meters)     4363.94  (feet) COMP
 AC5574  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 AC5574
 AC5574  VERT ORDER      -  FIRST     CLASS II
 AC5574
 AC5574.The horizontal coordinates were scaled from a map and have
 AC5574.an estimated accuracy of +/- 6 seconds.
 AC5574
 AC5574.The orthometric height was determined by differential leveling and
 AC5574.adjusted by the NATIONAL GEODETIC SURVEY
 AC5574.in October 1997.
 AC5574
 AC5574.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5574.GEOID18 height accuracy estimate available here.
 AC5574
 AC5574.Click photographs - Photos may exist for this station.
 AC5574
 AC5574.The dynamic height is computed by dividing the NAVD 88
 AC5574.geopotential number by the normal gravity value computed on the
 AC5574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5574.degrees latitude (g = 980.6199 gals.).
 AC5574
 AC5574.The modeled gravity was interpolated from observed gravity values.
 AC5574
 AC5574;                    North         East    Units  Estimated Accuracy
 AC5574;SPC SD S     -   185,930.      358,230.      MT  (+/- 180 meters Scaled)
 AC5574
 AC5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ326695(NAD 83)
 AC5574
 AC5574                          SUPERSEDED SURVEY CONTROL
 AC5574
 AC5574.No superseded survey control is available for this station.
 AC5574
 AC5574_MARKER: DD = SURVEY DISK
 AC5574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5574_STAMPING: 16-56.89
 AC5574_MARK LOGO: SDDT
 AC5574_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5574+STABILITY: SURFACE MOTION
 AC5574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5574+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5574
 AC5574  HISTORY     - Date     Condition        Report By
 AC5574  HISTORY     - UNK      MONUMENTED       SDDT
 AC5574  HISTORY     - 19950501 GOOD             NGS
 AC5574  HISTORY     - 20120726 MARK NOT FOUND   INDIV
 AC5574
 AC5574                          STATION DESCRIPTION
 AC5574
 AC5574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5574'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5574'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 8.7 KM (5.40 MI)
 AC5574'EASTERLY ALONG U.S. HIGHWAY 16, 164.0 M (538.1 FT) WEST OF MILEPOST
 AC5574'57, 9.2 M (30.2 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AC5574'WESTBOUND LANES OF THE HIGHWAY, 8.8 M (28.9 FT) WEST OF THE CENTER OF
 AC5574'A DRIVEWAY, 1.4 M (4.6 FT) NORTHWEST OF THE EAST END OF A GUARDRAIL,
 AC5574'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AC5574'THE GROUND SURFACE.
 AC5574
 AC5574                          STATION RECOVERY (2012)
 AC5574
 AC5574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5574'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5575 ***********************************************************************
 AC5575  DESIGNATION -  16 057.71
 AC5575  PID         -  AC5575
 AC5575  STATE/COUNTY-  SD/PENNINGTON
 AC5575  COUNTRY     -  US
 AC5575  USGS QUAD   -  ROCKERVILLE (2017)
 AC5575
 AC5575                         *CURRENT SURVEY CONTROL
 AC5575  ______________________________________________________________________
 AC5575* NAD 83(1986) POSITION- 43 58 11.27   (N) 103 19 48.51   (W)   HD_HELD1
 AC5575* NAVD 88 ORTHO HEIGHT -  1319.559 (meters)     4329.25  (feet) ADJUSTED
 AC5575  ______________________________________________________________________
 AC5575  GEOID HEIGHT    -        -15.142 (meters)                     GEOID18
 AC5575  DYNAMIC HEIGHT  -       1319.031 (meters)     4327.52  (feet) COMP
 AC5575  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 AC5575
 AC5575  VERT ORDER      -  FIRST     CLASS II
 AC5575
 AC5575.The horizontal coordinates were determined by differentially corrected
 AC5575.hand held GPS observations or other comparable positioning techniques
 AC5575.and have an estimated accuracy of +/- 3 meters.
 AC5575
 AC5575.The orthometric height was determined by differential leveling and
 AC5575.adjusted by the NATIONAL GEODETIC SURVEY
 AC5575.in October 1997.
 AC5575
 AC5575.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5575.GEOID18 height accuracy estimate available here.
 AC5575
 AC5575.Click photographs - Photos may exist for this station.
 AC5575
 AC5575.The dynamic height is computed by dividing the NAVD 88
 AC5575.geopotential number by the normal gravity value computed on the
 AC5575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5575.degrees latitude (g = 980.6199 gals.).
 AC5575
 AC5575.The modeled gravity was interpolated from observed gravity values.
 AC5575
 AC5575;                    North         East    Units  Estimated Accuracy
 AC5575;SPC SD S     -   186,137.1     359,585.6     MT  (+/- 3 meters HH1 GPS) 
 AC5575
 AC5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3394869873(NAD 83)
 AC5575
 AC5575                          SUPERSEDED SURVEY CONTROL
 AC5575
 AC5575.No superseded survey control is available for this station.
 AC5575
 AC5575_MARKER: DD = SURVEY DISK
 AC5575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5575_STAMPING: 16-57.71
 AC5575_MARK LOGO: SDDT
 AC5575_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5575+STABILITY: SURFACE MOTION
 AC5575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5575+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5575
 AC5575  HISTORY     - Date     Condition        Report By
 AC5575  HISTORY     - UNK      MONUMENTED       SDDT
 AC5575  HISTORY     - 19950501 GOOD             NGS
 AC5575  HISTORY     - 20120726 GOOD             INDIV
 AC5575
 AC5575                          STATION DESCRIPTION
 AC5575
 AC5575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5575'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5575'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 11.6 KM (7.20 MI)
 AC5575'EASTERLY ALONG U.S. HIGHWAY 16, 485.0 M (1591.2 FT) WEST OF MILEPOST
 AC5575'58, 45.4 M (148.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 AC5575'34.3 M (112.5 FT) SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE
 AC5575'HIGHWAY, 32.5 M (106.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AC5575'LANES OF THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC5575'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AC5575'FLUSH WITH THE GROUND SURFACE.
 AC5575
 AC5575                          STATION RECOVERY (2012)
 AC5575
 AC5575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5576 ***********************************************************************
 AC5576  DESIGNATION -  16 058.62
 AC5576  PID         -  AC5576
 AC5576  STATE/COUNTY-  SD/PENNINGTON
 AC5576  COUNTRY     -  US
 AC5576  USGS QUAD   -  ROCKERVILLE (2017)
 AC5576
 AC5576                         *CURRENT SURVEY CONTROL
 AC5576  ______________________________________________________________________
 AC5576* NAD 83(1986) POSITION- 43 58 25.     (N) 103 18 46.     (W)   SCALED
 AC5576* NAVD 88 ORTHO HEIGHT -  1310.769 (meters)     4300.41  (feet) ADJUSTED
 AC5576  ______________________________________________________________________
 AC5576  GEOID HEIGHT    -        -15.256 (meters)                     GEOID18
 AC5576  DYNAMIC HEIGHT  -       1310.248 (meters)     4298.71  (feet) COMP
 AC5576  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 AC5576
 AC5576  VERT ORDER      -  FIRST     CLASS II
 AC5576
 AC5576.The horizontal coordinates were scaled from a map and have
 AC5576.an estimated accuracy of +/- 6 seconds.
 AC5576
 AC5576.The orthometric height was determined by differential leveling and
 AC5576.adjusted by the NATIONAL GEODETIC SURVEY
 AC5576.in October 1997.
 AC5576
 AC5576.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5576.GEOID18 height accuracy estimate available here.
 AC5576
 AC5576.Click photographs - Photos may exist for this station.
 AC5576
 AC5576.The dynamic height is computed by dividing the NAVD 88
 AC5576.geopotential number by the normal gravity value computed on the
 AC5576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5576.degrees latitude (g = 980.6199 gals.).
 AC5576
 AC5576.The modeled gravity was interpolated from observed gravity values.
 AC5576
 AC5576;                    North         East    Units  Estimated Accuracy
 AC5576;SPC SD S     -   186,510.      360,990.      MT  (+/- 180 meters Scaled)
 AC5576
 AC5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ353703(NAD 83)
 AC5576
 AC5576                          SUPERSEDED SURVEY CONTROL
 AC5576
 AC5576.No superseded survey control is available for this station.
 AC5576
 AC5576_MARKER: DD = SURVEY DISK
 AC5576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5576_STAMPING: 16 58.62
 AC5576_MARK LOGO: SDDT
 AC5576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5576+STABILITY: SURFACE MOTION
 AC5576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5576+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 AC5576
 AC5576  HISTORY     - Date     Condition        Report By
 AC5576  HISTORY     - UNK      MONUMENTED       SDDT
 AC5576  HISTORY     - 19950501 GOOD             NGS
 AC5576  HISTORY     - 20120726 GOOD             INDIV
 AC5576
 AC5576                          STATION DESCRIPTION
 AC5576
 AC5576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5576'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5576'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 13.1 KM (8.15 MI)
 AC5576'EASTERLY ALONG U.S. HIGHWAY 16, 584.0 M (1916.0 FT) WEST OF MILEPOST
 AC5576'59, 20.9 M (68.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AC5576'THE HIGHWAY, 17.4 M (57.1 FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) BELOW
 AC5576'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST, AND
 AC5576'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5576
 AC5576                          STATION RECOVERY (2012)
 AC5576
 AC5576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5577 ***********************************************************************
 AC5577  DESIGNATION -  16 059.70
 AC5577  PID         -  AC5577
 AC5577  STATE/COUNTY-  SD/PENNINGTON
 AC5577  COUNTRY     -  US
 AC5577  USGS QUAD   -  ROCKERVILLE (2017)
 AC5577
 AC5577                         *CURRENT SURVEY CONTROL
 AC5577  ______________________________________________________________________
 AC5577* NAD 83(1986) POSITION- 43 58 28.     (N) 103 17 31.     (W)   SCALED
 AC5577* NAVD 88 ORTHO HEIGHT -  1232.507 (meters)     4043.65  (feet) ADJUSTED
 AC5577  ______________________________________________________________________
 AC5577  GEOID HEIGHT    -        -15.397 (meters)                     GEOID18
 AC5577  DYNAMIC HEIGHT  -       1232.017 (meters)     4042.04  (feet) COMP
 AC5577  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 AC5577
 AC5577  VERT ORDER      -  FIRST     CLASS II
 AC5577
 AC5577.The horizontal coordinates were scaled from a map and have
 AC5577.an estimated accuracy of +/- 6 seconds.
 AC5577
 AC5577.The orthometric height was determined by differential leveling and
 AC5577.adjusted by the NATIONAL GEODETIC SURVEY
 AC5577.in October 1997.
 AC5577
 AC5577.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5577.GEOID18 height accuracy estimate available here.
 AC5577
 AC5577.Click photographs - Photos may exist for this station.
 AC5577
 AC5577.The dynamic height is computed by dividing the NAVD 88
 AC5577.geopotential number by the normal gravity value computed on the
 AC5577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5577.degrees latitude (g = 980.6199 gals.).
 AC5577
 AC5577.The modeled gravity was interpolated from observed gravity values.
 AC5577
 AC5577;                    North         East    Units  Estimated Accuracy
 AC5577;SPC SD S     -   186,540.      362,670.      MT  (+/- 180 meters Scaled)
 AC5577
 AC5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ370704(NAD 83)
 AC5577
 AC5577                          SUPERSEDED SURVEY CONTROL
 AC5577
 AC5577.No superseded survey control is available for this station.
 AC5577
 AC5577_MARKER: Z = SEE DESCRIPTION
 AC5577_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5577_STAMPING: 16-59.70 1995
 AC5577_MARK LOGO: NGS
 AC5577_PROJECTION: FLUSH
 AC5577_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5577+STABILITY: POSITION/ELEVATION WELL
 AC5577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5577+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2012
 AC5577_ROD/PIPE-DEPTH: 6.4 meters
 AC5577_SLEEVE-DEPTH  : 4.0 meters
 AC5577
 AC5577  HISTORY     - Date     Condition        Report By
 AC5577  HISTORY     - 1995     MONUMENTED       SDDT
 AC5577  HISTORY     - 19950501 GOOD             NGS
 AC5577  HISTORY     - 20120810 GOOD             INDIV
 AC5577
 AC5577                          STATION DESCRIPTION
 AC5577
 AC5577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5577'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5577'IN RAPID CITY, THENCE 5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5577'BYPASS, THENCE 6.9 KM (4.30 MI) WESTERLY ALONG U.S. HIGHWAY 16, 437.0
 AC5577'M (1433.7 FT) WEST OF MILEPOST 60, 21.9 M (71.9 FT) NORTH OF AND LEVEL
 AC5577'WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.2 M (17.1
 AC5577'FT) WEST OF THE CENTER OF AN ENTRANCE TO A HIGHWAY DEPARTMENT
 AC5577'MAINTENANCE YARD, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE,
 AC5577'AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT
 AC5577'IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 AC5577'TO A 1-1/2 INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC5577'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5577
 AC5577                          STATION RECOVERY (2012)
 AC5577
 AC5577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5579 ***********************************************************************
 AC5579  DESIGNATION -  16 060.81
 AC5579  PID         -  AC5579
 AC5579  STATE/COUNTY-  SD/PENNINGTON
 AC5579  COUNTRY     -  US
 AC5579  USGS QUAD   -  ROCKERVILLE (2017)
 AC5579
 AC5579                         *CURRENT SURVEY CONTROL
 AC5579  ______________________________________________________________________
 AC5579* NAD 83(1986) POSITION- 43 58 45.     (N) 103 16 39.     (W)   SCALED
 AC5579* NAVD 88 ORTHO HEIGHT -  1130.016 (meters)     3707.39  (feet) ADJUSTED
 AC5579  ______________________________________________________________________
 AC5579  GEOID HEIGHT    -        -15.496 (meters)                     GEOID18
 AC5579  DYNAMIC HEIGHT  -       1129.571 (meters)     3705.93  (feet) COMP
 AC5579  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 AC5579
 AC5579  VERT ORDER      -  FIRST     CLASS II
 AC5579
 AC5579.The horizontal coordinates were scaled from a map and have
 AC5579.an estimated accuracy of +/- 6 seconds.
 AC5579
 AC5579.The orthometric height was determined by differential leveling and
 AC5579.adjusted by the NATIONAL GEODETIC SURVEY
 AC5579.in October 1997.
 AC5579
 AC5579.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5579.GEOID18 height accuracy estimate available here.
 AC5579
 AC5579.Click photographs - Photos may exist for this station.
 AC5579
 AC5579.The dynamic height is computed by dividing the NAVD 88
 AC5579.geopotential number by the normal gravity value computed on the
 AC5579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5579.degrees latitude (g = 980.6199 gals.).
 AC5579
 AC5579.The modeled gravity was interpolated from observed gravity values.
 AC5579
 AC5579;                    North         East    Units  Estimated Accuracy
 AC5579;SPC SD S     -   187,030.      363,840.      MT  (+/- 180 meters Scaled)
 AC5579
 AC5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ381710(NAD 83)
 AC5579
 AC5579                          SUPERSEDED SURVEY CONTROL
 AC5579
 AC5579.No superseded survey control is available for this station.
 AC5579
 AC5579_MARKER: DD = SURVEY DISK
 AC5579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5579_STAMPING: 16-60.81
 AC5579_MARK LOGO: SDDT
 AC5579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5579+STABILITY: SURFACE MOTION
 AC5579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5579+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 AC5579
 AC5579  HISTORY     - Date     Condition        Report By
 AC5579  HISTORY     - UNK      MONUMENTED       SDDT
 AC5579  HISTORY     - 19950503 GOOD             NGS
 AC5579  HISTORY     - 20060730 GOOD             USPSQD
 AC5579  HISTORY     - 20120808 GOOD             INDIV
 AC5579
 AC5579                          STATION DESCRIPTION
 AC5579
 AC5579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5579'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5579'IN RAPID CITY, THENCE 5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5579'BYPASS, THENCE 5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 16, 309.0
 AC5579'M (1013.8 FT) WEST OF MILEPOST 61, 22.1 M (72.5 FT) EAST OF THE
 AC5579'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT)
 AC5579'NORTH OF THE CENTER OF A CATTLE GUARD, 1.6 M (5.2 FT) NORTHWEST OF AN
 AC5579'UNDERGROUND CABLE WARNING SIGN, 1.1 M (3.6 FT) WEST OF A FENCE, 0.4 M
 AC5579'(1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC5579'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC5579'SURFACE.
 AC5579
 AC5579                          STATION RECOVERY (2006)
 AC5579
 AC5579'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5579'RECOVERED IN GOOD CONDITION.
 AC5579
 AC5579                          STATION RECOVERY (2012)
 AC5579
 AC5579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5580 ***********************************************************************
 AC5580  DESIGNATION -  16 061.78
 AC5580  PID         -  AC5580
 AC5580  STATE/COUNTY-  SD/PENNINGTON
 AC5580  COUNTRY     -  US
 AC5580  USGS QUAD   -  ROCKERVILLE (2017)
 AC5580
 AC5580                         *CURRENT SURVEY CONTROL
 AC5580  ______________________________________________________________________
 AC5580* NAD 83(1986) POSITION- 43 59 30.     (N) 103 16 11.     (W)   SCALED
 AC5580* NAVD 88 ORTHO HEIGHT -  1083.769 (meters)     3555.67  (feet) ADJUSTED
 AC5580  ______________________________________________________________________
 AC5580  GEOID HEIGHT    -        -15.544 (meters)                     GEOID18
 AC5580  DYNAMIC HEIGHT  -       1083.352 (meters)     3554.30  (feet) COMP
 AC5580  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 AC5580
 AC5580  VERT ORDER      -  FIRST     CLASS II
 AC5580
 AC5580.The horizontal coordinates were scaled from a map and have
 AC5580.an estimated accuracy of +/- 6 seconds.
 AC5580
 AC5580.The orthometric height was determined by differential leveling and
 AC5580.adjusted by the NATIONAL GEODETIC SURVEY
 AC5580.in October 1997.
 AC5580
 AC5580.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5580.GEOID18 height accuracy estimate available here.
 AC5580
 AC5580.Click photographs - Photos may exist for this station.
 AC5580
 AC5580.The dynamic height is computed by dividing the NAVD 88
 AC5580.geopotential number by the normal gravity value computed on the
 AC5580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5580.degrees latitude (g = 980.6199 gals.).
 AC5580
 AC5580.The modeled gravity was interpolated from observed gravity values.
 AC5580
 AC5580;                    North         East    Units  Estimated Accuracy
 AC5580;SPC SD S     -   188,390.      364,520.      MT  (+/- 180 meters Scaled)
 AC5580
 AC5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ387724(NAD 83)
 AC5580
 AC5580                          SUPERSEDED SURVEY CONTROL
 AC5580
 AC5580.No superseded survey control is available for this station.
 AC5580
 AC5580_MARKER: DD = SURVEY DISK
 AC5580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5580_STAMPING: 16-61.78
 AC5580_MARK LOGO: SDDT
 AC5580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5580+STABILITY: SURFACE MOTION
 AC5580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5580+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2012
 AC5580
 AC5580  HISTORY     - Date     Condition        Report By
 AC5580  HISTORY     - UNK      MONUMENTED       SDDT
 AC5580  HISTORY     - 19950503 GOOD             NGS
 AC5580  HISTORY     - 20060730 GOOD             USPSQD
 AC5580  HISTORY     - 20120810 GOOD             INDIV
 AC5580
 AC5580                          STATION DESCRIPTION
 AC5580
 AC5580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5580'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5580'IN RAPID CITY, THENCE 5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5580'BYPASS, THENCE 3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAY 16, 148.0
 AC5580'M (485.6 FT) WEST OF MILEPOST 62, 31.5 M (103.3 FT) NORTHWEST OF AND
 AC5580'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 16.5
 AC5580'M (54.1 FT) SOUTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE TO A
 AC5580'PARKING AREA FOR REPTILE GARDENS, 10.0 M (32.8 FT) SOUTHEAST OF THE
 AC5580'SOUTHEAST EDGE OF THE PARKING AREA, 0.3 M (1.0 FT) SOUTHEAST OF A
 AC5580'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5580
 AC5580                          STATION RECOVERY (2006)
 AC5580
 AC5580'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5580'WITNESS POST IS DISINTEGRATING
 AC5580
 AC5580                          STATION RECOVERY (2012)
 AC5580
 AC5580'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5582 ***********************************************************************
 AC5582  DESIGNATION -  16 063.08
 AC5582  PID         -  AC5582
 AC5582  STATE/COUNTY-  SD/PENNINGTON
 AC5582  COUNTRY     -  US
 AC5582  USGS QUAD   -  RAPID CITY WEST (2017)
 AC5582
 AC5582                         *CURRENT SURVEY CONTROL
 AC5582  ______________________________________________________________________
 AC5582* NAD 83(1986) POSITION- 44 00 12.     (N) 103 15 15.     (W)   SCALED
 AC5582* NAVD 88 ORTHO HEIGHT -  1167.218 (meters)     3829.45  (feet) ADJUSTED
 AC5582  ______________________________________________________________________
 AC5582  GEOID HEIGHT    -        -15.635 (meters)                     GEOID18
 AC5582  DYNAMIC HEIGHT  -       1166.786 (meters)     3828.03  (feet) COMP
 AC5582  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 AC5582
 AC5582  VERT ORDER      -  FIRST     CLASS II
 AC5582
 AC5582.The horizontal coordinates were scaled from a map and have
 AC5582.an estimated accuracy of +/- 6 seconds.
 AC5582
 AC5582.The orthometric height was determined by differential leveling and
 AC5582.adjusted by the NATIONAL GEODETIC SURVEY
 AC5582.in October 1997.
 AC5582
 AC5582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5582.GEOID18 height accuracy estimate available here.
 AC5582
 AC5582.Click photographs - Photos may exist for this station.
 AC5582
 AC5582.The dynamic height is computed by dividing the NAVD 88
 AC5582.geopotential number by the normal gravity value computed on the
 AC5582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5582.degrees latitude (g = 980.6199 gals.).
 AC5582
 AC5582.The modeled gravity was interpolated from observed gravity values.
 AC5582
 AC5582;                    North         East    Units  Estimated Accuracy
 AC5582;SPC SD S     -   189,640.      365,810.      MT  (+/- 180 meters Scaled)
 AC5582
 AC5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ399737(NAD 83)
 AC5582
 AC5582                          SUPERSEDED SURVEY CONTROL
 AC5582
 AC5582.No superseded survey control is available for this station.
 AC5582
 AC5582_MARKER: DD = SURVEY DISK
 AC5582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5582_STAMPING: 16-63.08
 AC5582_MARK LOGO: SDDT
 AC5582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5582+STABILITY: SURFACE MOTION
 AC5582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5582+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2012
 AC5582
 AC5582  HISTORY     - Date     Condition        Report By
 AC5582  HISTORY     - UNK      MONUMENTED       SDDT
 AC5582  HISTORY     - 19950503 GOOD             NGS
 AC5582  HISTORY     - 20060730 GOOD             USPSQD
 AC5582  HISTORY     - 20120810 GOOD             INDIV
 AC5582
 AC5582                          STATION DESCRIPTION
 AC5582
 AC5582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5582'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5582'IN RAPID CITY, THENCE 5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5582'BYPASS, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG U.S. HIGHWAY 16, 142.0
 AC5582'M (465.9 FT) EAST OF MILEPOST 63, 49.0 M (160.8 FT) WEST OF THE
 AC5582'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 24.8 M (81.4 FT)
 AC5582'NORTH OF THE CENTER OF A ROAD LEADING TO TEE PEE VILLAGE RV RESORT,
 AC5582'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF
 AC5582'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5582'SURFACE.
 AC5582
 AC5582                          STATION RECOVERY (2006)
 AC5582
 AC5582'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5582'RECOVERED IN GOOD CONDITION.
 AC5582
 AC5582                          STATION RECOVERY (2012)
 AC5582
 AC5582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5583 ***********************************************************************
 AC5583  DESIGNATION -  16 064.0
 AC5583  PID         -  AC5583
 AC5583  STATE/COUNTY-  SD/PENNINGTON
 AC5583  COUNTRY     -  US
 AC5583  USGS QUAD   -  RAPID CITY WEST (2017)
 AC5583
 AC5583                         *CURRENT SURVEY CONTROL
 AC5583  ______________________________________________________________________
 AC5583* NAD 83(1986) POSITION- 44 00 56.     (N) 103 15 01.     (W)   SCALED
 AC5583* NAVD 88 ORTHO HEIGHT -  1161.944 (meters)     3812.14  (feet) ADJUSTED
 AC5583  ______________________________________________________________________
 AC5583  GEOID HEIGHT    -        -15.659 (meters)                     GEOID18
 AC5583  DYNAMIC HEIGHT  -       1161.520 (meters)     3810.75  (feet) COMP
 AC5583  MODELED GRAVITY -    980,213.2   (mgal)                       NAVD 88
 AC5583
 AC5583  VERT ORDER      -  FIRST     CLASS II
 AC5583
 AC5583.The horizontal coordinates were scaled from a map and have
 AC5583.an estimated accuracy of +/- 6 seconds.
 AC5583
 AC5583.The orthometric height was determined by differential leveling and
 AC5583.adjusted by the NATIONAL GEODETIC SURVEY
 AC5583.in October 1997.
 AC5583
 AC5583.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5583.GEOID18 height accuracy estimate available here.
 AC5583
 AC5583.Click photographs - Photos may exist for this station.
 AC5583
 AC5583.The dynamic height is computed by dividing the NAVD 88
 AC5583.geopotential number by the normal gravity value computed on the
 AC5583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5583.degrees latitude (g = 980.6199 gals.).
 AC5583
 AC5583.The modeled gravity was interpolated from observed gravity values.
 AC5583
 AC5583;                    North         East    Units  Estimated Accuracy
 AC5583;SPC SD S     -   190,990.      366,170.      MT  (+/- 180 meters Scaled)
 AC5583
 AC5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ402750(NAD 83)
 AC5583
 AC5583                          SUPERSEDED SURVEY CONTROL
 AC5583
 AC5583.No superseded survey control is available for this station.
 AC5583
 AC5583_MARKER: DD = SURVEY DISK
 AC5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5583_STAMPING: 16-64.0
 AC5583_MARK LOGO: SDDT
 AC5583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5583+STABILITY: SURFACE MOTION
 AC5583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5583+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2012
 AC5583
 AC5583  HISTORY     - Date     Condition        Report By
 AC5583  HISTORY     - UNK      MONUMENTED       SDDT
 AC5583  HISTORY     - 19950503 GOOD             NGS
 AC5583  HISTORY     - 20060730 GOOD             USPSQD
 AC5583  HISTORY     - 20120810 GOOD             INDIV
 AC5583
 AC5583                          STATION DESCRIPTION
 AC5583
 AC5583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5583'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5583'IN RAPID CITY, THENCE 5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5583'BYPASS, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG U.S. HIGHWAY 16, 67.4 M
 AC5583'(221.1 FT) WEST OF MILEPOST 64, 30.0 M (98.4 FT) EAST OF THE
 AC5583'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 26.8 M (87.9 FT)
 AC5583'NORTHEAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN (EAST 16 TRUCK
 AC5583'16), 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AC5583'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AC5583'FT) ABOVE THE GROUND SURFACE.
 AC5583
 AC5583                          STATION RECOVERY (2006)
 AC5583
 AC5583'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5583'RECOVERED IN GOOD CONDITION.
 AC5583
 AC5583                          STATION RECOVERY (2012)
 AC5583
 AC5583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5584 ***********************************************************************
 AC5584  DESIGNATION -  16 065.17
 AC5584  PID         -  AC5584
 AC5584  STATE/COUNTY-  SD/PENNINGTON
 AC5584  COUNTRY     -  US
 AC5584  USGS QUAD   -  RAPID CITY EAST (2017)
 AC5584
 AC5584                         *CURRENT SURVEY CONTROL
 AC5584  ______________________________________________________________________
 AC5584* NAD 83(2011) POSITION- 44 01 33.55598(N) 103 14 07.53383(W)   ADJUSTED
 AC5584* NAD 83(2011) ELLIP HT-  1087.231 (meters)        (06/27/12)   ADJUSTED
 AC5584* NAD 83(2011) EPOCH   -  2010.00
 AC5584* NAVD 88 ORTHO HEIGHT -  1103.009 (meters)     3618.79  (feet) ADJUSTED
 AC5584  ______________________________________________________________________
 AC5584  GEOID HEIGHT    -        -15.761 (meters)                     GEOID18
 AC5584  NAD 83(2011) X  - -1,051,866.766 (meters)                     COMP
 AC5584  NAD 83(2011) Y  - -4,472,217.071 (meters)                     COMP
 AC5584  NAD 83(2011) Z  -  4,410,923.907 (meters)                     COMP
 AC5584  LAPLACE CORR    -        -18.27  (seconds)                    DEFLEC18
 AC5584  DYNAMIC HEIGHT  -       1102.613 (meters)     3617.49  (feet) COMP
 AC5584  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 AC5584
 AC5584  VERT ORDER      -  FIRST     CLASS II
 AC5584
 AC5584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5584  Standards:
 AC5584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5584  -------------------------------------------------------------------
 AC5584  NETWORK    1.94   1.78           0.87   0.70   0.91      0.05943181
 AC5584  -------------------------------------------------------------------
 AC5584  Click here for local accuracies and other accuracy information.
 AC5584
 AC5584.The horizontal coordinates were established by GPS observations
 AC5584.and adjusted by the National Geodetic Survey in June 2012.
 AC5584
 AC5584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5584.been affixed to the stable North American tectonic plate. See 
 AC5584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5584
 AC5584.The horizontal coordinates are valid at the epoch date displayed above
 AC5584.which is a decimal equivalence of Year/Month/Day.
 AC5584
 AC5584.The orthometric height was determined by differential leveling and
 AC5584.adjusted by the NATIONAL GEODETIC SURVEY
 AC5584.in October 1997.
 AC5584
 AC5584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5584.GEOID18 height accuracy estimate available here.
 AC5584
 AC5584.Click photographs - Photos may exist for this station.
 AC5584
 AC5584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5584
 AC5584.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5584
 AC5584.The ellipsoidal height was determined by GPS observations
 AC5584.and is referenced to NAD 83.
 AC5584
 AC5584.The dynamic height is computed by dividing the NAVD 88
 AC5584.geopotential number by the normal gravity value computed on the
 AC5584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5584.degrees latitude (g = 980.6199 gals.).
 AC5584
 AC5584.The modeled gravity was interpolated from observed gravity values.
 AC5584
 AC5584. The following values were computed from the NAD 83(2011) position.
 AC5584
 AC5584;                    North         East     Units Scale Factor Converg.
 AC5584;SPC SD S     -   192,106.437   367,398.940   MT  0.99993214   -2 00 07.3
 AC5584;SPC SD S     -   630,269.20  1,205,374.69   sFT  0.99993214   -2 00 07.3
 AC5584;UTM  13      - 4,876,272.881   641,412.177   MT  0.99984595   +1 13 35.6
 AC5584
 AC5584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5584!SPC SD S     -   0.99982955  x   0.99993214  =   0.99976170
 AC5584!UTM  13      -   0.99982955  x   0.99984595  =   0.99967552
 AC5584
 AC5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4141276272(NAD 83)
 AC5584
 AC5584                          SUPERSEDED SURVEY CONTROL
 AC5584
 AC5584  NAD 83(2007)-  44 01 33.55585(N)    103 14 07.53495(W) AD(2002.00) 0
 AC5584  ELLIP H (02/10/07) 1087.259  (m)                       GP(2002.00)    
 AC5584  ELLIP H (04/20/04) 1087.247  (m)                       GP(       ) 4 2
 AC5584  NAD 83(1996)-  44 01 33.55518(N)    103 14 07.53501(W) AD(       ) 1
 AC5584  ELLIP H (09/12/00) 1087.306  (m)                       GP(       ) 4 1
 AC5584  NAVD 88            1103.01   (m)         3618.8    (f) LEVELING    3  
 AC5584
 AC5584.Superseded values are not recommended for survey control.
 AC5584
 AC5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5584.See file dsdata.pdf to determine how the superseded data were derived.
 AC5584
 AC5584_MARKER: P = PIPE CAP
 AC5584_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5584_STAMPING: 16-65.17 1995
 AC5584_MARK LOGO: SDDT
 AC5584_PROJECTION: FLUSH
 AC5584_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5584+STABILITY: POSITION/ELEVATION WELL
 AC5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5584+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2010
 AC5584_ROD/PIPE-DEPTH: 6.4 meters
 AC5584_SLEEVE-DEPTH  : 4.0 meters
 AC5584
 AC5584  HISTORY     - Date     Condition        Report By
 AC5584  HISTORY     - 1995     MONUMENTED       SDDT
 AC5584  HISTORY     - 19950501 GOOD             NGS
 AC5584  HISTORY     - 20000330 GOOD             GEOMET
 AC5584  HISTORY     - 20060730 GOOD             USPSQD
 AC5584  HISTORY     - 20100611 GOOD             WOOLPT
 AC5584  HISTORY     - 20120130 POOR             INDIV
 AC5584
 AC5584                          STATION DESCRIPTION
 AC5584
 AC5584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5584'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5584'IN RAPID CITY, THENCE 4.0 KM (2.50 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5584'BYPASS, 271.0 M (889.1 FT) EAST OF MILEPOST 65, 17.5 M (57.4 FT)
 AC5584'NORTHWEST OF THE HIGHWAY CENTER, 6.3 M (20.7 FT) SOUTHWEST OF THE
 AC5584'CENTER OF A TRACK ROAD, 0.3 M (1.0 FT) NORTHWEST OF A METAL GUARD
 AC5584'POST, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE DATUM
 AC5584'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 AC5584'ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AC5584'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5584
 AC5584                          STATION RECOVERY (2000)
 AC5584
 AC5584'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AC5584'RECOVERED AS DESCRIBED.
 AC5584
 AC5584                          STATION RECOVERY (2006)
 AC5584
 AC5584'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5584'RECOVERED IN GOOD CONDITION.
 AC5584
 AC5584                          STATION RECOVERY (2010)
 AC5584
 AC5584'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 AC5584'RECOVERED AS DESCRIBED
 AC5584
 AC5584                          STATION RECOVERY (2012)
 AC5584
 AC5584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JCC)
 AC5584'MARK WAS DESTROYED BY 2011 CATRON BLVD CONSTRUCTION,
 AC5584'FOUND PART OF GALVANIZED STEEL POST 2FT BELOW ORIGINAL
 AC5584'GRADE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5585 ***********************************************************************
 AC5585  DESIGNATION -  16 066.01
 AC5585  PID         -  AC5585
 AC5585  STATE/COUNTY-  SD/PENNINGTON
 AC5585  COUNTRY     -  US
 AC5585  USGS QUAD   -  RAPID CITY EAST (2017)
 AC5585
 AC5585                         *CURRENT SURVEY CONTROL
 AC5585  ______________________________________________________________________
 AC5585* NAD 83(1986) POSITION- 44 01 50.     (N) 103 13 16.     (W)   SCALED
 AC5585* NAVD 88 ORTHO HEIGHT -  1039.553 (meters)     3410.60  (feet) ADJUSTED
 AC5585  ______________________________________________________________________
 AC5585  GEOID HEIGHT    -        -15.863 (meters)                     GEOID18
 AC5585  DYNAMIC HEIGHT  -       1039.189 (meters)     3409.41  (feet) COMP
 AC5585  MODELED GRAVITY -    980,231.9   (mgal)                       NAVD 88
 AC5585
 AC5585  VERT ORDER      -  FIRST     CLASS II
 AC5585
 AC5585.The horizontal coordinates were scaled from a map and have
 AC5585.an estimated accuracy of +/- 6 seconds.
 AC5585
 AC5585.The orthometric height was determined by differential leveling and
 AC5585.adjusted by the NATIONAL GEODETIC SURVEY
 AC5585.in October 1997.
 AC5585
 AC5585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5585.GEOID18 height accuracy estimate available here.
 AC5585
 AC5585.Click photographs - Photos may exist for this station.
 AC5585
 AC5585.The dynamic height is computed by dividing the NAVD 88
 AC5585.geopotential number by the normal gravity value computed on the
 AC5585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5585.degrees latitude (g = 980.6199 gals.).
 AC5585
 AC5585.The modeled gravity was interpolated from observed gravity values.
 AC5585
 AC5585;                    North         East    Units  Estimated Accuracy
 AC5585;SPC SD S     -   192,570.      368,560.      MT  (+/- 180 meters Scaled)
 AC5585
 AC5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ425768(NAD 83)
 AC5585
 AC5585                          SUPERSEDED SURVEY CONTROL
 AC5585
 AC5585.No superseded survey control is available for this station.
 AC5585
 AC5585_MARKER: DD = SURVEY DISK
 AC5585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5585_STAMPING: 16-66.01
 AC5585_MARK LOGO: SDDT
 AC5585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5585+STABILITY: SURFACE MOTION
 AC5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5585+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 AC5585
 AC5585  HISTORY     - Date     Condition        Report By
 AC5585  HISTORY     - UNK      MONUMENTED       SDDT
 AC5585  HISTORY     - 19950503 GOOD             NGS
 AC5585  HISTORY     - 20050731 GOOD             USPSQD
 AC5585  HISTORY     - 20120814 MARK NOT FOUND   INDIV
 AC5585
 AC5585                          STATION DESCRIPTION
 AC5585
 AC5585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5585'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5585'IN RAPID CITY, THENCE 2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5585'BYPASS, 28.5 M (93.5 FT) EAST OF MILEPOST 66, 24.8 M (81.4 FT) SOUTH
 AC5585'OF THE HIGHWAY CENTER, 6.4 M (21.0 FT) EAST OF THE CENTER OF A FIELD
 AC5585'ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AC5585'M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AC5585'FLUSH WITH THE GROUND SURFACE.
 AC5585
 AC5585                          STATION RECOVERY (2005)
 AC5585
 AC5585'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGH)
 AC5585'RECOVERED IN GOOD CONDITION.
 AC5585
 AC5585                          STATION RECOVERY (2012)
 AC5585
 AC5585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5585'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5586 ***********************************************************************
 AC5586  DESIGNATION -  16 067.03
 AC5586  PID         -  AC5586
 AC5586  STATE/COUNTY-  SD/PENNINGTON
 AC5586  COUNTRY     -  US
 AC5586  USGS QUAD   -  RAPID CITY EAST (2017)
 AC5586
 AC5586                         *CURRENT SURVEY CONTROL
 AC5586  ______________________________________________________________________
 AC5586* NAD 83(1986) POSITION- 44 02 08.     (N) 103 12 12.     (W)   SCALED
 AC5586* NAVD 88 ORTHO HEIGHT -  1006.944 (meters)     3303.62  (feet) ADJUSTED
 AC5586  ______________________________________________________________________
 AC5586  GEOID HEIGHT    -        -15.987 (meters)                     GEOID18
 AC5586  DYNAMIC HEIGHT  -       1006.597 (meters)     3302.48  (feet) COMP
 AC5586  MODELED GRAVITY -    980,239.9   (mgal)                       NAVD 88
 AC5586
 AC5586  VERT ORDER      -  FIRST     CLASS II
 AC5586
 AC5586.The horizontal coordinates were scaled from a map and have
 AC5586.an estimated accuracy of +/- 6 seconds.
 AC5586
 AC5586.The orthometric height was determined by differential leveling and
 AC5586.adjusted by the NATIONAL GEODETIC SURVEY
 AC5586.in October 1997.
 AC5586
 AC5586.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5586.GEOID18 height accuracy estimate available here.
 AC5586
 AC5586.Click photographs - Photos may exist for this station.
 AC5586
 AC5586.The dynamic height is computed by dividing the NAVD 88
 AC5586.geopotential number by the normal gravity value computed on the
 AC5586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5586.degrees latitude (g = 980.6199 gals.).
 AC5586
 AC5586.The modeled gravity was interpolated from observed gravity values.
 AC5586
 AC5586;                    North         East    Units  Estimated Accuracy
 AC5586;SPC SD S     -   193,080.      370,010.      MT  (+/- 180 meters Scaled)
 AC5586
 AC5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ439773(NAD 83)
 AC5586
 AC5586                          SUPERSEDED SURVEY CONTROL
 AC5586
 AC5586.No superseded survey control is available for this station.
 AC5586
 AC5586_MARKER: DD = SURVEY DISK
 AC5586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5586_STAMPING: 16-67.03
 AC5586_MARK LOGO: SDDT
 AC5586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5586+STABILITY: SURFACE MOTION
 AC5586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5586+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 AC5586
 AC5586  HISTORY     - Date     Condition        Report By
 AC5586  HISTORY     - UNK      MONUMENTED       SDDT
 AC5586  HISTORY     - 19950503 GOOD             NGS
 AC5586  HISTORY     - 20060730 GOOD             USPSQD
 AC5586  HISTORY     - 20120814 MARK NOT FOUND   INDIV
 AC5586
 AC5586                          STATION DESCRIPTION
 AC5586
 AC5586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5586'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5586'IN RAPID CITY, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5586'BYPASS, 53.8 M (176.5 FT) NORTH OF MILEPOST 67, 24.8 M (81.4 FT)
 AC5586'NORTHWEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AC5586'THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A T-FENCE CORNER, 0.3 M (1.0
 AC5586'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AC5586'GROUND SURFACE.
 AC5586
 AC5586                          STATION RECOVERY (2006)
 AC5586
 AC5586'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5586'RECOVERED IN GOOD CONDITION.
 AC5586
 AC5586                          STATION RECOVERY (2012)
 AC5586
 AC5586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5586'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5587 ***********************************************************************
 AC5587  DESIGNATION -  16 070.25
 AC5587  PID         -  AC5587
 AC5587  STATE/COUNTY-  SD/PENNINGTON
 AC5587  COUNTRY     -  US
 AC5587  USGS QUAD   -  RAPID CITY EAST (2017)
 AC5587
 AC5587                         *CURRENT SURVEY CONTROL
 AC5587  ______________________________________________________________________
 AC5587* NAD 83(1986) POSITION- 44 04 33.5    (N) 103 11 30.8    (W)   HD_HELD2
 AC5587* NAVD 88 ORTHO HEIGHT -   966.932 (meters)     3172.34  (feet) ADJUSTED
 AC5587  ______________________________________________________________________
 AC5587  GEOID HEIGHT    -        -16.058 (meters)                     GEOID18
 AC5587  DYNAMIC HEIGHT  -        966.610 (meters)     3171.29  (feet) COMP
 AC5587  MODELED GRAVITY -    980,252.4   (mgal)                       NAVD 88
 AC5587
 AC5587  VERT ORDER      -  FIRST     CLASS II
 AC5587
 AC5587.The horizontal coordinates were established by autonomous hand held GPS
 AC5587.observations and have an estimated accuracy of +/- 10 meters.
 AC5587
 AC5587.The orthometric height was determined by differential leveling and
 AC5587.adjusted by the NATIONAL GEODETIC SURVEY
 AC5587.in October 1997.
 AC5587
 AC5587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5587.GEOID18 height accuracy estimate available here.
 AC5587
 AC5587.Click photographs - Photos may exist for this station.
 AC5587
 AC5587.The dynamic height is computed by dividing the NAVD 88
 AC5587.geopotential number by the normal gravity value computed on the
 AC5587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5587.degrees latitude (g = 980.6199 gals.).
 AC5587
 AC5587.The modeled gravity was interpolated from observed gravity values.
 AC5587
 AC5587;                    North         East    Units  Estimated Accuracy
 AC5587;SPC SD S     -   197,536.      371,078.      MT  (+/- 10 meters HH2 GPS)
 AC5587
 AC5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4477981900(NAD 83)
 AC5587
 AC5587                          SUPERSEDED SURVEY CONTROL
 AC5587
 AC5587.No superseded survey control is available for this station.
 AC5587
 AC5587_MARKER: Z = SEE DESCRIPTION
 AC5587_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5587_STAMPING: 16-70.25 1995
 AC5587_MARK LOGO: NGS
 AC5587_PROJECTION: FLUSH
 AC5587_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5587+STABILITY: POSITION/ELEVATION WELL
 AC5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5587+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2011
 AC5587_ROD/PIPE-DEPTH: 6.4 meters
 AC5587_SLEEVE-DEPTH  : 4.0 meters
 AC5587
 AC5587  HISTORY     - Date     Condition        Report By
 AC5587  HISTORY     - 1995     MONUMENTED       SDDT
 AC5587  HISTORY     - 19950501 GOOD             NGS
 AC5587  HISTORY     - 19981127 GOOD             USPSQD
 AC5587  HISTORY     - 20060729 GOOD             USPSQD
 AC5587  HISTORY     - 20110112 GOOD             INDIV
 AC5587
 AC5587                          STATION DESCRIPTION
 AC5587
 AC5587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5587'IN RAPID CITY, AT THE INTERSECTION OF SAN FRANCISCO AND CAMBELL
 AC5587'STREETS, 39.9 M (130.9 FT) NORTH OF MILEPOST 70, 46.7 M (153.2 FT)
 AC5587'NORTH OF THE CENTER OF SAN FRANCISCO STREET, 15.1 M (49.5 FT) WEST OF
 AC5587'THE CENTER OF CAMBELL STREET, 7.9 M (25.9 FT) NORTH OF THE SOUTH END
 AC5587'OF A CHAIN-LINK FENCE, 0.5 M (1.6 FT) EAST OF THE FENCE, 0.4 M (1.3
 AC5587'FT) WEST OF A METAL GUARD POST, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 AC5587'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF CAMBELL STREET. NOTE--THE DATUM
 AC5587'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 AC5587'ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AC5587'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5587
 AC5587                          STATION RECOVERY (1998)
 AC5587
 AC5587'RECOVERY NOTE BY US POWER SQUADRON 1998
 AC5587'RECOVERED IN GOOD CONDITION.
 AC5587
 AC5587                          STATION RECOVERY (2006)
 AC5587
 AC5587'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5587'COVER IS SCREWED SHUT, PHILLIPS SCREWDRIVER REQUIRED FOR ACCESS.
 AC5587
 AC5587                          STATION RECOVERY (2011)
 AC5587
 AC5587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5587'ACCESS CAP BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5588 ***********************************************************************
 AC5588  DESIGNATION -  16 071.25
 AC5588  PID         -  AC5588
 AC5588  STATE/COUNTY-  SD/PENNINGTON
 AC5588  COUNTRY     -  US
 AC5588  USGS QUAD   -  RAPID CITY EAST (2017)
 AC5588
 AC5588                         *CURRENT SURVEY CONTROL
 AC5588  ______________________________________________________________________
 AC5588* NAD 83(1986) POSITION- 44 05 20.     (N) 103 11 21.     (W)   SCALED
 AC5588* NAVD 88 ORTHO HEIGHT -  1006.674 (meters)     3302.73  (feet) ADJUSTED
 AC5588  ______________________________________________________________________
 AC5588  GEOID HEIGHT    -        -16.073 (meters)                     GEOID18
 AC5588  DYNAMIC HEIGHT  -       1006.342 (meters)     3301.64  (feet) COMP
 AC5588  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 AC5588
 AC5588  VERT ORDER      -  FIRST     CLASS II
 AC5588
 AC5588.The horizontal coordinates were scaled from a map and have
 AC5588.an estimated accuracy of +/- 6 seconds.
 AC5588
 AC5588.The orthometric height was determined by differential leveling and
 AC5588.adjusted by the NATIONAL GEODETIC SURVEY
 AC5588.in October 1997.
 AC5588
 AC5588.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5588.GEOID18 height accuracy estimate available here.
 AC5588
 AC5588.Click photographs - Photos may exist for this station.
 AC5588
 AC5588.The dynamic height is computed by dividing the NAVD 88
 AC5588.geopotential number by the normal gravity value computed on the
 AC5588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5588.degrees latitude (g = 980.6199 gals.).
 AC5588
 AC5588.The modeled gravity was interpolated from observed gravity values.
 AC5588
 AC5588;                    North         East    Units  Estimated Accuracy
 AC5588;SPC SD S     -   198,960.      371,350.      MT  (+/- 180 meters Scaled)
 AC5588
 AC5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ449833(NAD 83)
 AC5588
 AC5588                          SUPERSEDED SURVEY CONTROL
 AC5588
 AC5588.No superseded survey control is available for this station.
 AC5588
 AC5588_MARKER: DD = SURVEY DISK
 AC5588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5588_STAMPING: 16-71.25
 AC5588_MARK LOGO: SDDT
 AC5588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5588+STABILITY: SURFACE MOTION
 AC5588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5588+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5588
 AC5588  HISTORY     - Date     Condition        Report By
 AC5588  HISTORY     - UNK      MONUMENTED       SDDT
 AC5588  HISTORY     - 19950501 GOOD             NGS
 AC5588  HISTORY     - 19981129 GOOD             USPSQD
 AC5588  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 AC5588  HISTORY     - 20110201 MARK NOT FOUND   INDIV
 AC5588
 AC5588                          STATION DESCRIPTION
 AC5588
 AC5588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5588'IN RAPID CITY, AT 1407 EAST NORTH STREET (U.S. HIGHWAY 16), 189.0 M
 AC5588'(620.1 FT) WEST OF MILEPOST 71.36, 33.1 M (108.6 FT) WEST OF THE WEST
 AC5588'CORNER OF THE LACROSSE BAIT SHOP AT 1407 EAST NORTH STREET, 26.3 M
 AC5588'(86.3 FT) SOUTHWEST OF THE CENTER OF AN ENTRANCE ROAD LEADING TO THE
 AC5588'BAIT SHOP PARKING LOT, 19.5 M (64.0 FT) SOUTHEAST OF AND LEVEL WITH
 AC5588'THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET, 0.4 M (1.3 FT)
 AC5588'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5588'SURFACE.
 AC5588
 AC5588                          STATION RECOVERY (1998)
 AC5588
 AC5588'RECOVERY NOTE BY US POWER SQUADRON 1998
 AC5588'RECOVERED IN GOOD CONDITION.
 AC5588
 AC5588                          STATION RECOVERY (2006)
 AC5588
 AC5588'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 AC5588'MARK NOT FOUND.
 AC5588
 AC5588                          STATION RECOVERY (2011)
 AC5588
 AC5588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5588'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2204 ***********************************************************************
 PU2204  DESIGNATION -  16 NORTHWEST BASE
 PU2204  PID         -  PU2204
 PU2204  STATE/COUNTY-  SD/MEADE
 PU2204  COUNTRY     -  US
 PU2204  USGS QUAD   -  OWANKA NE (2017)
 PU2204
 PU2204                         *CURRENT SURVEY CONTROL
 PU2204  ______________________________________________________________________
 PU2204* NAD 83(1996) POSITION- 44 10 23.77089(N) 102 36 48.65174(W)   ADJUSTED
 PU2204* NAVD 88 ORTHO HEIGHT -   847.5   (meters)     2781.    (feet) VERTCON3
 PU2204  ______________________________________________________________________
 PU2204  GEOID HEIGHT    -        -18.164 (meters)                     GEOID18
 PU2204  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 PU2204  HORZ ORDER      -  SECOND
 PU2204
 PU2204.The horizontal coordinates were established by classical geodetic methods
 PU2204.and adjusted by the National Geodetic Survey in January 1998.
 PU2204
 PU2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2204
 PU2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2204.GEOID18 height accuracy estimate available here.
 PU2204
 PU2204.Click photographs - Photos may exist for this station.
 PU2204
 PU2204.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2204
 PU2204. The following values were computed from the NAD 83(1996) position.
 PU2204
 PU2204;                    North         East     Units Scale Factor Converg.
 PU2204;SPC SD N     -    41,148.747   391,015.667   MT  1.00005551   -1 50 58.9
 PU2204;SPC SD N     -   135,002.18  1,282,857.23   sFT  1.00005551   -1 50 58.9
 PU2204;SPC SD S     -   206,909.298   417,679.774   MT  0.99995374   -1 34 22.8
 PU2204;SPC SD S     -   678,834.92  1,370,337.73   sFT  0.99995374   -1 34 22.8
 PU2204;UTM  13      - 4,893,887.248   690,778.335   MT  1.00004764   +1 39 48.5
 PU2204
 PU2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2204!SPC SD N     -   0.99986998  x   1.00005551  =   0.99992548
 PU2204!SPC SD S     -   0.99986998  x   0.99995374  =   0.99982373
 PU2204!UTM  13      -   0.99986998  x   1.00004764  =   0.99991761
 PU2204
 PU2204:                Primary Azimuth Mark                     Grid Az
 PU2204:SPC SD N     -  16 SOUTHEAST BASE                        142 30 56.7
 PU2204:SPC SD S     -  16 SOUTHEAST BASE                        142 14 20.6
 PU2204:UTM  13      -  16 SOUTHEAST BASE                        139 00 09.3
 PU2204
 PU2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9077893887(NAD 83)
 PU2204
 PU2204|---------------------------------------------------------------------|
 PU2204| PID    Reference Object                     Distance      Geod. Az  |
 PU2204|                                                           dddmmss.s |
 PU2204| PU2206 16 SOUTHEAST BASE                   APPROX. 1.3 KM 1403957.8 |
 PU2204|---------------------------------------------------------------------|
 PU2204
 PU2204                          SUPERSEDED SURVEY CONTROL
 PU2204
 PU2204  NAD 83(1993)-  44 10 23.76271(N)    102 36 48.65304(W) AD(       ) 2
 PU2204  NAD 83(1986)-  44 10 23.76193(N)    102 36 48.65366(W) AD(       ) 2
 PU2204  NAD 27      -  44 10 23.81000(N)    102 36 47.06000(W) AD(       ) 2
 PU2204  NGVD 29 (07/19/86)  847.0    (m)         2779.     (f) VERT ANG       
 PU2204
 PU2204.Superseded values are not recommended for survey control.
 PU2204
 PU2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2204.See file dsdata.pdf to determine how the superseded data were derived.
 PU2204
 PU2204_MARKER: DD = SURVEY DISK
 PU2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2204_MARK LOGO: USGLO
 PU2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2204+STABILITY: SURFACE MOTION
 PU2204
 PU2204  HISTORY     - Date     Condition        Report By
 PU2204  HISTORY     - 1924     MONUMENTED       USGLO
 PU2204
 PU2204                          STATION DESCRIPTION
 PU2204
 PU2204'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2204'THE STATION MARK IS A BRASS DISK,
 PU2204'MARKED NORTH WEST BASE, 1924, SET IN CONCRETE AND BEARS TO THE
 PU2204'NW, 673.393 METERS DISTANT FROM STATION GLO CORNER 16 N 39 DEG 20
 PU2204'MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2205 ***********************************************************************
 PU2205  DESIGNATION -  16 NORTHWEST BASE RM 1
 PU2205  PID         -  PU2205
 PU2205  STATE/COUNTY-  SD/MEADE
 PU2205  COUNTRY     -  US
 PU2205  USGS QUAD   -  OWANKA NE (2017)
 PU2205
 PU2205                         *CURRENT SURVEY CONTROL
 PU2205  ______________________________________________________________________
 PU2205* NAD 83(1996) POSITION- 44 10 07.21441(N) 102 36 28.96994(W)   ADJUSTED
 PU2205* NAVD 88 ORTHO HEIGHT -   851.    (meters)     2792.    (feet) SCALED
 PU2205  ______________________________________________________________________
 PU2205  GEOID HEIGHT    -        -18.172 (meters)                     GEOID18
 PU2205  LAPLACE CORR    -         -6.91  (seconds)                    DEFLEC18
 PU2205  HORZ ORDER      -  SECOND
 PU2205
 PU2205.The horizontal coordinates were established by classical geodetic methods
 PU2205.and adjusted by the National Geodetic Survey in January 1998.
 PU2205
 PU2205.The orthometric height was scaled from a topographic map.
 PU2205
 PU2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2205.GEOID18 height accuracy estimate available here.
 PU2205
 PU2205.Click photographs - Photos may exist for this station.
 PU2205
 PU2205.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2205
 PU2205. The following values were computed from the NAD 83(1996) position.
 PU2205
 PU2205;                    North         East     Units Scale Factor Converg.
 PU2205;SPC SD N     -    40,623.862   391,436.226   MT  1.00005673   -1 50 44.9
 PU2205;SPC SD N     -   133,280.12  1,284,237.02   sFT  1.00005673   -1 50 44.9
 PU2205;SPC SD S     -   206,386.503   418,102.818   MT  0.99995297   -1 34 09.2
 PU2205;SPC SD S     -   677,119.72  1,371,725.66   sFT  0.99995297   -1 34 09.2
 PU2205;UTM  13      - 4,893,389.123   691,230.262   MT  1.00004977   +1 40 01.7
 PU2205
 PU2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2205!SPC SD N     -   0.99986935  x   1.00005673  =   0.99992608
 PU2205!SPC SD S     -   0.99986935  x   0.99995297  =   0.99982233
 PU2205!UTM  13      -   0.99986935  x   1.00004977  =   0.99991912
 PU2205
 PU2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9123093389(NAD 83)
 PU2205
 PU2205                          SUPERSEDED SURVEY CONTROL
 PU2205
 PU2205  NAD 83(1993)-  44 10 07.20624(N)    102 36 28.97124(W) AD(       ) 2
 PU2205  NAD 83(1986)-  44 10 07.20547(N)    102 36 28.97184(W) AD(       ) 2
 PU2205  NAD 27      -  44 10 07.26000(N)    102 36 27.38000(W) AD(       ) 2
 PU2205
 PU2205.Superseded values are not recommended for survey control.
 PU2205
 PU2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2205.See file dsdata.pdf to determine how the superseded data were derived.
 PU2205
 PU2205_MARKER: DD = SURVEY DISK
 PU2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2205_MARK LOGO: USGLO
 PU2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2205+STABILITY: SURFACE MOTION
 PU2205
 PU2205  HISTORY     - Date     Condition        Report By
 PU2205  HISTORY     - 1924     MONUMENTED       USGLO
 PU2205
 PU2205                          STATION DESCRIPTION
 PU2205
 PU2205'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2205'THE STATION MARK IS A BRASS DISK SET IN CONCRETE AND BEARS
 PU2205'TO THE NE, 14.34 METERS DISTANT FROM STATION GLO CORNER 16
 PU2205'N 46 DEG 41 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2206 ***********************************************************************
 PU2206  DESIGNATION -  16 SOUTHEAST BASE
 PU2206  PID         -  PU2206
 PU2206  STATE/COUNTY-  SD/MEADE
 PU2206  COUNTRY     -  US
 PU2206  USGS QUAD   -  OWANKA NE (2017)
 PU2206
 PU2206                         *CURRENT SURVEY CONTROL
 PU2206  ______________________________________________________________________
 PU2206* NAD 83(1996) POSITION- 44 09 50.06916(N) 102 36 10.28687(W)   ADJUSTED
 PU2206* NAVD 88 ORTHO HEIGHT -   857.5   (meters)     2813.    (feet) VERTCON3
 PU2206  ______________________________________________________________________
 PU2206  GEOID HEIGHT    -        -18.179 (meters)                     GEOID18
 PU2206  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 PU2206  HORZ ORDER      -  SECOND
 PU2206
 PU2206.The horizontal coordinates were established by classical geodetic methods
 PU2206.and adjusted by the National Geodetic Survey in January 1998.
 PU2206
 PU2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2206
 PU2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2206.GEOID18 height accuracy estimate available here.
 PU2206
 PU2206.Click photographs - Photos may exist for this station.
 PU2206
 PU2206.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2206
 PU2206. The following values were computed from the NAD 83(1996) position.
 PU2206
 PU2206;                    North         East     Units Scale Factor Converg.
 PU2206;SPC SD N     -    40,081.553   391,834.090   MT  1.00005800   -1 50 31.7
 PU2206;SPC SD N     -   131,500.90  1,285,542.34   sFT  1.00005800   -1 50 31.7
 PU2206;SPC SD S     -   205,846.178   418,503.253   MT  0.99995217   -1 33 56.3
 PU2206;SPC SD S     -   675,347.00  1,373,039.42   sFT  0.99995217   -1 33 56.3
 PU2206;UTM  13      - 4,892,872.215   691,660.605   MT  1.00005180   +1 40 14.3
 PU2206
 PU2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2206!SPC SD N     -   0.99986841  x   1.00005800  =   0.99992641
 PU2206!SPC SD S     -   0.99986841  x   0.99995217  =   0.99982059
 PU2206!UTM  13      -   0.99986841  x   1.00005180  =   0.99992021
 PU2206
 PU2206:                Primary Azimuth Mark                     Grid Az
 PU2206:SPC SD N     -  HOFFMAN                                  239 59 43.0
 PU2206:SPC SD S     -  HOFFMAN                                  239 43 07.6
 PU2206:UTM  13      -  HOFFMAN                                  236 28 57.0
 PU2206
 PU2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9166092872(NAD 83)
 PU2206
 PU2206|---------------------------------------------------------------------|
 PU2206| PID    Reference Object                     Distance      Geod. Az  |
 PU2206|                                                           dddmmss.s |
 PU2206| PU2213 HOFFMAN                             APPROX. 3.4 KM 2380911.3 |
 PU2206|---------------------------------------------------------------------|
 PU2206
 PU2206                          SUPERSEDED SURVEY CONTROL
 PU2206
 PU2206  NAD 83(1993)-  44 09 50.06099(N)    102 36 10.28817(W) AD(       ) 2
 PU2206  NAD 83(1986)-  44 09 50.06022(N)    102 36 10.28874(W) AD(       ) 2
 PU2206  NAD 27      -  44 09 50.11000(N)    102 36 08.69000(W) AD(       ) 2
 PU2206  NGVD 29 (07/19/86)  857.0    (m)         2812.     (f) VERT ANG       
 PU2206
 PU2206.Superseded values are not recommended for survey control.
 PU2206
 PU2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2206.See file dsdata.pdf to determine how the superseded data were derived.
 PU2206
 PU2206_MARKER: DD = SURVEY DISK
 PU2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2206_MARK LOGO: USGLO
 PU2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2206+STABILITY: SURFACE MOTION
 PU2206
 PU2206  HISTORY     - Date     Condition        Report By
 PU2206  HISTORY     - 1924     MONUMENTED       USGLO
 PU2206
 PU2206                          STATION DESCRIPTION
 PU2206
 PU2206'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2206'THE STATION MARK IS A BRASS DISK, MARKED
 PU2206'SOUTH EAST BASE, 1924, SET IN CONCRETE AND BEARS TO THE SE,
 PU2206'671.413 METERS FROM STATION GLO CORNER 16 S 39 DEG 20 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0341 ***********************************************************************
 PT0341  DESIGNATION -  1623
 PT0341  PID         -  PT0341
 PT0341  STATE/COUNTY-  SD/STANLEY
 PT0341  COUNTRY     -  US
 PT0341  USGS QUAD   -  WENDTE (2017)
 PT0341
 PT0341                         *CURRENT SURVEY CONTROL
 PT0341  ______________________________________________________________________
 PT0341* NAD 83(1986) POSITION- 44 12 54.     (N) 100 43 17.     (W)   SCALED
 PT0341* NAVD 88 ORTHO HEIGHT -   493.697 (meters)     1619.74  (feet) ADJUSTED
 PT0341  ______________________________________________________________________
 PT0341  GEOID HEIGHT    -        -23.453 (meters)                     GEOID18
 PT0341  DYNAMIC HEIGHT  -        493.574 (meters)     1619.33  (feet) COMP
 PT0341  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 PT0341
 PT0341  VERT ORDER      -  SECOND    CLASS 0
 PT0341
 PT0341.The horizontal coordinates were scaled from a map and have
 PT0341.an estimated accuracy of +/- 6 seconds.
 PT0341
 PT0341.The orthometric height was determined by differential leveling and
 PT0341.adjusted by the NATIONAL GEODETIC SURVEY
 PT0341.in June 1991.
 PT0341
 PT0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0341.GEOID18 height accuracy estimate available here.
 PT0341
 PT0341.Click photographs - Photos may exist for this station.
 PT0341
 PT0341.The dynamic height is computed by dividing the NAVD 88
 PT0341.geopotential number by the normal gravity value computed on the
 PT0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0341.degrees latitude (g = 980.6199 gals.).
 PT0341
 PT0341.The modeled gravity was interpolated from observed gravity values.
 PT0341
 PT0341;                    North         East    Units  Estimated Accuracy
 PT0341;SPC SD S     -   209,120.      568,990.      MT  (+/- 180 meters Scaled)
 PT0341
 PT0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP624971(NAD 83)
 PT0341
 PT0341                          SUPERSEDED SURVEY CONTROL
 PT0341
 PT0341  NGVD 29 (??/??/92)  493.291  (m)         1618.41   (f) ADJ UNCH    2 0
 PT0341
 PT0341.Superseded values are not recommended for survey control.
 PT0341
 PT0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0341.See file dsdata.pdf to determine how the superseded data were derived.
 PT0341
 PT0341_MARKER: P = PIPE CAP
 PT0341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0341_MARK LOGO: USGS
 PT0341_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0341
 PT0341  HISTORY     - Date     Condition        Report By
 PT0341  HISTORY     - UNK      MONUMENTED       USGS
 PT0341  HISTORY     - 1934     GOOD             CGS
 PT0341
 PT0341                          STATION DESCRIPTION
 PT0341
 PT0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0341'3.9 MI W FROM WENDTE.
 PT0341'3.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0341'THE STATION AT WENDTE, STANLEY COUNTY, AT MILEPOST 507, 45 FEET
 PT0341'SOUTH OF THE CENTERLINE OF THE TRACK, 7 FEET WEST OF A POLE,
 PT0341'AND 4-1/2 FEET FROM A FENCE LINE.  A UNITED STATES GEOLOGICAL
 PT0341'SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 PT0341'PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0338 ***********************************************************************
 PT0338  DESIGNATION -  1655 MC 49
 PT0338  PID         -  PT0338
 PT0338  STATE/COUNTY-  SD/STANLEY
 PT0338  COUNTRY     -  US
 PT0338  USGS QUAD   -  WENDTE (2017)
 PT0338
 PT0338                         *CURRENT SURVEY CONTROL
 PT0338  ______________________________________________________________________
 PT0338* NAD 83(1986) POSITION- 44 10 36.     (N) 100 44 32.     (W)   SCALED
 PT0338* NAVD 88 ORTHO HEIGHT -   502.955 (meters)     1650.11  (feet) ADJUSTED
 PT0338  ______________________________________________________________________
 PT0338  GEOID HEIGHT    -        -23.528 (meters)                     GEOID18
 PT0338  DYNAMIC HEIGHT  -        502.823 (meters)     1649.68  (feet) COMP
 PT0338  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 PT0338
 PT0338  VERT ORDER      -  SECOND    CLASS 0
 PT0338
 PT0338.The horizontal coordinates were scaled from a map and have
 PT0338.an estimated accuracy of +/- 6 seconds.
 PT0338
 PT0338.The orthometric height was determined by differential leveling and
 PT0338.adjusted by the NATIONAL GEODETIC SURVEY
 PT0338.in June 1991.
 PT0338
 PT0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0338.GEOID18 height accuracy estimate available here.
 PT0338
 PT0338.Click photographs - Photos may exist for this station.
 PT0338
 PT0338.The dynamic height is computed by dividing the NAVD 88
 PT0338.geopotential number by the normal gravity value computed on the
 PT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0338.degrees latitude (g = 980.6199 gals.).
 PT0338
 PT0338.The modeled gravity was interpolated from observed gravity values.
 PT0338
 PT0338;                    North         East    Units  Estimated Accuracy
 PT0338;SPC SD S     -   204,860.      567,300.      MT  (+/- 180 meters Scaled)
 PT0338
 PT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP607929(NAD 83)
 PT0338
 PT0338                          SUPERSEDED SURVEY CONTROL
 PT0338
 PT0338  NGVD 29 (??/??/92)  502.539  (m)         1648.75   (f) ADJ UNCH    2 0
 PT0338
 PT0338.Superseded values are not recommended for survey control.
 PT0338
 PT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0338.See file dsdata.pdf to determine how the superseded data were derived.
 PT0338
 PT0338_MARKER: P = PIPE CAP
 PT0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0338_STAMPING: 1655 MC 49
 PT0338_MARK LOGO: USGS
 PT0338_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0338
 PT0338  HISTORY     - Date     Condition        Report By
 PT0338  HISTORY     - UNK      MONUMENTED       USGS
 PT0338  HISTORY     - 1934     GOOD             CGS
 PT0338
 PT0338                          STATION DESCRIPTION
 PT0338
 PT0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0338'3.1 MI NE FROM VAN METRE.
 PT0338'IN STANLEY COUNTY, 3.1 MILE NORTHEAST ALONG THE CHICAGO AND
 PT0338'NORTH WESTERN RAILWAY FROM THE STATION AT VAN METRE, JONES
 PT0338'COUNTY, 3 POLES WEST OF MILEPOST 510, AT A ROAD CROSSING, 55
 PT0338'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 39 FEET SOUTH OF
 PT0338'THE CENTERLINE OF THE TRACK, AND 12 FEET WEST OF A POLE.  A
 PT0338'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP
 PT0338'OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0299 ***********************************************************************
 PT0299  DESIGNATION -  1659.2
 PT0299  PID         -  PT0299
 PT0299  STATE/COUNTY-  SD/STANLEY
 PT0299  COUNTRY     -  US
 PT0299  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0299
 PT0299                         *CURRENT SURVEY CONTROL
 PT0299  ______________________________________________________________________
 PT0299* NAD 83(1986) POSITION- 44 24 03.     (N) 100 31 59.     (W)   SCALED
 PT0299* NAVD 88 ORTHO HEIGHT -   506.177 (meters)     1660.68  (feet) ADJUSTED
 PT0299  ______________________________________________________________________
 PT0299  GEOID HEIGHT    -        -23.189 (meters)                     GEOID18
 PT0299  DYNAMIC HEIGHT  -        506.067 (meters)     1660.32  (feet) COMP
 PT0299  MODELED GRAVITY -    980,384.9   (mgal)                       NAVD 88
 PT0299
 PT0299  VERT ORDER      -  FIRST     CLASS II
 PT0299
 PT0299.The horizontal coordinates were scaled from a map and have
 PT0299.an estimated accuracy of +/- 6 seconds.
 PT0299
 PT0299.The orthometric height was determined by differential leveling and
 PT0299.adjusted by the NATIONAL GEODETIC SURVEY
 PT0299.in June 1991.
 PT0299
 PT0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0299.GEOID18 height accuracy estimate available here.
 PT0299
 PT0299.Click photographs - Photos may exist for this station.
 PT0299
 PT0299.The dynamic height is computed by dividing the NAVD 88
 PT0299.geopotential number by the normal gravity value computed on the
 PT0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0299.degrees latitude (g = 980.6199 gals.).
 PT0299
 PT0299.The modeled gravity was interpolated from observed gravity values.
 PT0299
 PT0299;                    North         East    Units  Estimated Accuracy
 PT0299;SPC SD S     -   229,710.      584,090.      MT  (+/- 180 meters Scaled)
 PT0299
 PT0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ779175(NAD 83)
 PT0299
 PT0299                          SUPERSEDED SURVEY CONTROL
 PT0299
 PT0299  NGVD 29 (??/??/92)  505.781  (m)         1659.38   (f) ADJ UNCH    1 2
 PT0299
 PT0299.Superseded values are not recommended for survey control.
 PT0299
 PT0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0299.See file dsdata.pdf to determine how the superseded data were derived.
 PT0299
 PT0299_MARKER: DD = SURVEY DISK
 PT0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0299_SP_SET: CULVERT HEADWALL
 PT0299_MARK LOGO: USGS
 PT0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0299+STABILITY: SURFACE MOTION
 PT0299
 PT0299  HISTORY     - Date     Condition        Report By
 PT0299  HISTORY     - UNK      MONUMENTED       USGS
 PT0299  HISTORY     - 1949     GOOD             CGS
 PT0299
 PT0299                          STATION DESCRIPTION
 PT0299
 PT0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0299'10 MI NW FROM FORT PIERRE.
 PT0299'10.0 MILES NORTHWEST ALONG A GRAVELED ROAD (OLD U.S. HIGHWAY
 PT0299'NO. 14) FROM THE COURTHOUSE AT FORT PIERRE, 0.4 MILE WEST OF
 PT0299'THE INTERSECTION OF THE GRAVELED ROAD AND A DIRT ROAD LEADING
 PT0299'NORTHWEST, 13.0 FEET NORTH OF AND ABOUT 2.5 FEET HIGHER THAN
 PT0299'THE CENTER LINE OF THE ROAD, ON TOP OF THE EAST END OF THE
 PT0299'NORTH HEADWALL OF A 4 FT X 4 FT CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0336 ***********************************************************************
 PT0336  DESIGNATION -  1698
 PT0336  PID         -  PT0336
 PT0336  STATE/COUNTY-  SD/JONES
 PT0336  COUNTRY     -  US
 PT0336  USGS QUAD   -  VAN METRE (2017)
 PT0336
 PT0336                         *CURRENT SURVEY CONTROL
 PT0336  ______________________________________________________________________
 PT0336* NAD 83(1986) POSITION- 44 09 33.     (N) 100 47 44.     (W)   SCALED
 PT0336* NAVD 88 ORTHO HEIGHT -   516.55  (+/-2cm)     1694.7   (feet) VERTCON3
 PT0336  ______________________________________________________________________
 PT0336  GEOID HEIGHT    -        -23.491 (meters)                     GEOID18
 PT0336  VERT ORDER      -  ? (See Below)
 PT0336
 PT0336.The horizontal coordinates were scaled from a map and have
 PT0336.an estimated accuracy of +/- 6 seconds.
 PT0336
 PT0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0336
 PT0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0336.GEOID18 height accuracy estimate available here.
 PT0336
 PT0336.The vertical order pertains to the NGVD 29 superseded value.
 PT0336
 PT0336.Click photographs - Photos may exist for this station.
 PT0336
 PT0336;                    North         East    Units  Estimated Accuracy
 PT0336;SPC SD S     -   202,940.      563,030.      MT  (+/- 180 meters Scaled)
 PT0336
 PT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP564911(NAD 83)
 PT0336
 PT0336                          SUPERSEDED SURVEY CONTROL
 PT0336
 PT0336  NGVD 29 (??/??/92)  516.131  (m)         1693.34   (f) ADJ UNCH       
 PT0336
 PT0336.Superseded values are not recommended for survey control.
 PT0336
 PT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0336.See file dsdata.pdf to determine how the superseded data were derived.
 PT0336
 PT0336_MARKER: P = PIPE CAP
 PT0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0336_MARK LOGO: USGS
 PT0336_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0336
 PT0336  HISTORY     - Date     Condition        Report By
 PT0336  HISTORY     - UNK      MONUMENTED       USGS
 PT0336  HISTORY     - 1934     GOOD             CGS
 PT0336  HISTORY     - 1942     MARK NOT FOUND   CGS
 PT0336
 PT0336                          STATION DESCRIPTION
 PT0336
 PT0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0336'AT VAN METRE.
 PT0336'AT VAN METRE, JONES COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PT0336'RAILWAY, 200 FEET WEST OF THE STATION, AT MILEPOST 513, 63 FEET
 PT0336'SOUTH OF THE CENTERLINE OF THE TRACK, AND 6 FEET SOUTHEAST OF A
 PT0336'POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON
 PT0336'THE TOP OF A 3-1/2-INCH IRON PIPE.
 PT0336
 PT0336                          STATION RECOVERY (1942)
 PT0336
 PT0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PT0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5557 ***********************************************************************
 AC5557  DESIGNATION -  16A 056.88
 AC5557  PID         -  AC5557
 AC5557  STATE/COUNTY-  SD/PENNINGTON
 AC5557  COUNTRY     -  US
 AC5557  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5557
 AC5557                         *CURRENT SURVEY CONTROL
 AC5557  ______________________________________________________________________
 AC5557* NAD 83(1986) POSITION- 43 53 36.7    (N) 103 25 32.2    (W)   HD_HELD2
 AC5557* NAVD 88 ORTHO HEIGHT -  1327.914 (meters)     4356.66  (feet) ADJUSTED
 AC5557  ______________________________________________________________________
 AC5557  GEOID HEIGHT    -        -14.571 (meters)                     GEOID18
 AC5557  DYNAMIC HEIGHT  -       1327.325 (meters)     4354.73  (feet) COMP
 AC5557  MODELED GRAVITY -    980,129.2   (mgal)                       NAVD 88
 AC5557
 AC5557  VERT ORDER      -  FIRST     CLASS II
 AC5557
 AC5557.The horizontal coordinates were established by autonomous hand held GPS
 AC5557.observations and have an estimated accuracy of +/- 10 meters.
 AC5557
 AC5557.The orthometric height was determined by differential leveling and
 AC5557.adjusted by the NATIONAL GEODETIC SURVEY
 AC5557.in October 1997.
 AC5557
 AC5557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5557.GEOID18 height accuracy estimate available here.
 AC5557
 AC5557.Click photographs - Photos may exist for this station.
 AC5557
 AC5557.The dynamic height is computed by dividing the NAVD 88
 AC5557.geopotential number by the normal gravity value computed on the
 AC5557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5557.degrees latitude (g = 980.6199 gals.).
 AC5557
 AC5557.The modeled gravity was interpolated from observed gravity values.
 AC5557
 AC5557;                    North         East    Units  Estimated Accuracy
 AC5557;SPC SD S     -   177,950.      351,615.      MT  (+/- 10 meters HH2 GPS)
 AC5557
 AC5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2645161251(NAD 83)
 AC5557
 AC5557                          SUPERSEDED SURVEY CONTROL
 AC5557
 AC5557.No superseded survey control is available for this station.
 AC5557
 AC5557_MARKER: DB = BENCH MARK DISK
 AC5557_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC5557_SP_SET: ABUTMENT
 AC5557_STAMPING: 16A-56.88 4354.58 1977
 AC5557_MARK LOGO: SDHD
 AC5557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5557+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 AC5557
 AC5557  HISTORY     - Date     Condition        Report By
 AC5557  HISTORY     - 1977     MONUMENTED       SDDT
 AC5557  HISTORY     - 19950501 GOOD             NGS
 AC5557  HISTORY     - 20140609 GOOD             GEOCAC
 AC5557  HISTORY     - 20160916 GOOD             USPSQD
 AC5557
 AC5557                          STATION DESCRIPTION
 AC5557
 AC5557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5557'IN KEYSTONE, AT THE INTERSECTION OF U.S. HIGHWAY 16 ALTERNATE (WINTER
 AC5557'STREET) AND COUNTY ROAD C323 (OLD HILL CITY ROAD), IN TOP OF AND 1.6 M
 AC5557'(5.2 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE
 AC5557'HIGHWAY BRIDGE SPANNING BATTLE CREEK, 1402.0 M (4599.7 FT) NORTH OF
 AC5557'MILEPOST 56, 12.8 M (42.0 FT) WEST OF THE HIGHWAY CENTERLINE, 10.0 M
 AC5557'(32.8 FT) SOUTH OF THE ROAD CENTERLINE, AND 0.1 M (0.3 FT) ABOVE THE
 AC5557'LEVEL OF THE HIGHWAY.
 AC5557
 AC5557                          STATION RECOVERY (2014)
 AC5557
 AC5557'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AC5557'RECOVERED IN GOOD CONDITION.
 AC5557
 AC5557                          STATION RECOVERY (2016)
 AC5557
 AC5557'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 AC5557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5560 ***********************************************************************
 AC5560  DESIGNATION -  16A 058.02
 AC5560  PID         -  AC5560
 AC5560  STATE/COUNTY-  SD/PENNINGTON
 AC5560  COUNTRY     -  US
 AC5560  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5560
 AC5560                         *CURRENT SURVEY CONTROL
 AC5560  ______________________________________________________________________
 AC5560* NAD 83(1986) POSITION- 43 54 24.     (N) 103 26 08.     (W)   SCALED
 AC5560* NAVD 88 ORTHO HEIGHT -  1423.862 (meters)     4671.45  (feet) ADJUSTED
 AC5560  ______________________________________________________________________
 AC5560  GEOID HEIGHT    -        -14.493 (meters)                     GEOID18
 AC5560  DYNAMIC HEIGHT  -       1423.236 (meters)     4669.40  (feet) COMP
 AC5560  MODELED GRAVITY -    980,128.1   (mgal)                       NAVD 88
 AC5560
 AC5560  VERT ORDER      -  FIRST     CLASS II
 AC5560
 AC5560.The horizontal coordinates were scaled from a map and have
 AC5560.an estimated accuracy of +/- 6 seconds.
 AC5560
 AC5560.The orthometric height was determined by differential leveling and
 AC5560.adjusted by the NATIONAL GEODETIC SURVEY
 AC5560.in October 1997.
 AC5560
 AC5560.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5560.GEOID18 height accuracy estimate available here.
 AC5560
 AC5560.Click photographs - Photos may exist for this station.
 AC5560
 AC5560.The dynamic height is computed by dividing the NAVD 88
 AC5560.geopotential number by the normal gravity value computed on the
 AC5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5560.degrees latitude (g = 980.6199 gals.).
 AC5560
 AC5560.The modeled gravity was interpolated from observed gravity values.
 AC5560
 AC5560;                    North         East    Units  Estimated Accuracy
 AC5560;SPC SD S     -   179,440.      350,870.      MT  (+/- 180 meters Scaled)
 AC5560
 AC5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ256626(NAD 83)
 AC5560
 AC5560                          SUPERSEDED SURVEY CONTROL
 AC5560
 AC5560.No superseded survey control is available for this station.
 AC5560
 AC5560_MARKER: DD = SURVEY DISK
 AC5560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5560_STAMPING: 16A 58.02
 AC5560_MARK LOGO: SDDT
 AC5560_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5560+STABILITY: SURFACE MOTION
 AC5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5560+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5560
 AC5560  HISTORY     - Date     Condition        Report By
 AC5560  HISTORY     - UNK      MONUMENTED       SDDT
 AC5560  HISTORY     - 19950501 GOOD             NGS
 AC5560
 AC5560                          STATION DESCRIPTION
 AC5560
 AC5560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5560'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5560'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, 53.8 M (176.5 FT) SOUTHWEST
 AC5560'OF MILEPOST 58, 19.0 M (62.3 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 AC5560'CENTER, 9.8 M (32.2 FT) SOUTHEAST OF THE SOUTHWEST END OF A CULVERT
 AC5560'UNDER THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AC5560'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5561 ***********************************************************************
 AC5561  DESIGNATION -  16A 058.98
 AC5561  PID         -  AC5561
 AC5561  STATE/COUNTY-  SD/PENNINGTON
 AC5561  COUNTRY     -  US
 AC5561  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5561
 AC5561                         *CURRENT SURVEY CONTROL
 AC5561  ______________________________________________________________________
 AC5561* NAD 83(1986) POSITION- 43 55 08.     (N) 103 26 32.     (W)   SCALED
 AC5561* NAVD 88 ORTHO HEIGHT -  1520.982 (meters)     4990.09  (feet) ADJUSTED
 AC5561  ______________________________________________________________________
 AC5561  GEOID HEIGHT    -        -14.436 (meters)                     GEOID18
 AC5561  DYNAMIC HEIGHT  -       1520.321 (meters)     4987.92  (feet) COMP
 AC5561  MODELED GRAVITY -    980,129.5   (mgal)                       NAVD 88
 AC5561
 AC5561  VERT ORDER      -  FIRST     CLASS II
 AC5561
 AC5561.The horizontal coordinates were scaled from a map and have
 AC5561.an estimated accuracy of +/- 6 seconds.
 AC5561
 AC5561.The orthometric height was determined by differential leveling and
 AC5561.adjusted by the NATIONAL GEODETIC SURVEY
 AC5561.in October 1997.
 AC5561
 AC5561.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5561.GEOID18 height accuracy estimate available here.
 AC5561
 AC5561.Click photographs - Photos may exist for this station.
 AC5561
 AC5561.The dynamic height is computed by dividing the NAVD 88
 AC5561.geopotential number by the normal gravity value computed on the
 AC5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5561.degrees latitude (g = 980.6199 gals.).
 AC5561
 AC5561.The modeled gravity was interpolated from observed gravity values.
 AC5561
 AC5561;                    North         East    Units  Estimated Accuracy
 AC5561;SPC SD S     -   180,820.      350,390.      MT  (+/- 180 meters Scaled)
 AC5561
 AC5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ250640(NAD 83)
 AC5561
 AC5561                          SUPERSEDED SURVEY CONTROL
 AC5561
 AC5561.No superseded survey control is available for this station.
 AC5561
 AC5561_MARKER: DB = BENCH MARK DISK
 AC5561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5561_STAMPING: 16A-58.98 1994
 AC5561_MARK LOGO: SDDT
 AC5561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5561+STABILITY: SURFACE MOTION
 AC5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5561+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5561
 AC5561  HISTORY     - Date     Condition        Report By
 AC5561  HISTORY     - 1994     MONUMENTED       SDDT
 AC5561  HISTORY     - 19950501 GOOD             NGS
 AC5561
 AC5561                          STATION DESCRIPTION
 AC5561
 AC5561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5561'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5561'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, 39.6 M (129.9 FT) SOUTH OF
 AC5561'MILEPOST 59, 28.5 M (93.5 FT) SOUTHEAST OF THE HIGHWAY CENTER, 6.0 M
 AC5561'(19.7 FT) EAST OF A FENCE CORNER, 3.5 M (11.5 FT) ABOVE THE LEVEL OF
 AC5561'THE HIGHWAY, 0.9 M (3.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTHWEST
 AC5561'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5561'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0780 ***********************************************************************
 OT0780  DESIGNATION -  17 RM 1
 OT0780  PID         -  OT0780
 OT0780  STATE/COUNTY-  SD/PENNINGTON
 OT0780  COUNTRY     -  US
 OT0780  USGS QUAD   -  CAPUTA NE (2017)
 OT0780
 OT0780                         *CURRENT SURVEY CONTROL
 OT0780  ______________________________________________________________________
 OT0780* NAD 83(1996) POSITION- 43 59 39.95635(N) 102 51 30.62498(W)   ADJUSTED
 OT0780* NAVD 88 ORTHO HEIGHT -   927.    (meters)     3041.    (feet) SCALED
 OT0780  ______________________________________________________________________
 OT0780  GEOID HEIGHT    -        -17.356 (meters)                     GEOID18
 OT0780  LAPLACE CORR    -         -7.15  (seconds)                    DEFLEC18
 OT0780  HORZ ORDER      -  SECOND
 OT0780
 OT0780.The horizontal coordinates were established by classical geodetic methods
 OT0780.and adjusted by the National Geodetic Survey in January 1998.
 OT0780
 OT0780.The orthometric height was scaled from a topographic map.
 OT0780
 OT0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0780.GEOID18 height accuracy estimate available here.
 OT0780
 OT0780.Click photographs - Photos may exist for this station.
 OT0780
 OT0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0780
 OT0780. The following values were computed from the NAD 83(1996) position.
 OT0780
 OT0780;                    North         East     Units Scale Factor Converg.
 OT0780;SPC SD S     -   187,615.038   397,492.209   MT  0.99992838   -1 44 31.2
 OT0780;SPC SD S     -   615,533.67  1,304,105.69   sFT  0.99992838   -1 44 31.2
 OT0780;UTM  13      - 4,873,483.863   671,709.823   MT  0.99996264   +1 29 16.1
 OT0780
 OT0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0780!SPC SD S     -   0.99985731  x   0.99992838  =   0.99978570
 OT0780!UTM  13      -   0.99985731  x   0.99996264  =   0.99981996
 OT0780
 OT0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7170973483(NAD 83)
 OT0780
 OT0780                          SUPERSEDED SURVEY CONTROL
 OT0780
 OT0780  NAD 83(1995)-  43 59 39.96223(N)    102 51 30.61662(W) AD(       ) 2
 OT0780  NAD 83(1993)-  43 59 39.94752(N)    102 51 30.62735(W) AD(       ) 2
 OT0780  NAD 83(1986)-  43 59 39.94622(N)    102 51 30.62516(W) AD(       ) 2
 OT0780  NAD 27      -  43 59 40.00000(N)    102 51 28.99000(W) AD(       ) 2
 OT0780
 OT0780.Superseded values are not recommended for survey control.
 OT0780
 OT0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0780.See file dsdata.pdf to determine how the superseded data were derived.
 OT0780
 OT0780_MARKER: DD = SURVEY DISK
 OT0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0780+STABILITY: SURFACE MOTION
 OT0780
 OT0780  HISTORY     - Date     Condition        Report By
 OT0780  HISTORY     - 1924     MONUMENTED       USGLO
 OT0780
 OT0780                          STATION DESCRIPTION
 OT0780
 OT0780'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OT0780'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, AND
 OT0780'BEARS TO THE SE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0779 ***********************************************************************
 OT0779  DESIGNATION -  17 RM 2
 OT0779  PID         -  OT0779
 OT0779  STATE/COUNTY-  SD/PENNINGTON
 OT0779  COUNTRY     -  US
 OT0779  USGS QUAD   -  CAPUTA NE (2017)
 OT0779
 OT0779                         *CURRENT SURVEY CONTROL
 OT0779  ______________________________________________________________________
 OT0779* NAD 83(1996) POSITION- 43 59 39.96068(N) 102 51 31.62916(W)   ADJUSTED
 OT0779* NAVD 88 ORTHO HEIGHT -   922.01  (+/-2cm)     3025.0   (feet) VERTCON3
 OT0779  ______________________________________________________________________
 OT0779  GEOID HEIGHT    -        -17.355 (meters)                     GEOID18
 OT0779  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 OT0779  HORZ ORDER      -  SECOND
 OT0779  VERT ORDER      -  THIRD ? (See Below)
 OT0779
 OT0779.The horizontal coordinates were established by classical geodetic methods
 OT0779.and adjusted by the National Geodetic Survey in January 1998.
 OT0779
 OT0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0779
 OT0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0779.GEOID18 height accuracy estimate available here.
 OT0779
 OT0779.The vertical order pertains to the NGVD 29 superseded value.
 OT0779
 OT0779.Click photographs - Photos may exist for this station.
 OT0779
 OT0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0779
 OT0779. The following values were computed from the NAD 83(1996) position.
 OT0779
 OT0779;                    North         East     Units Scale Factor Converg.
 OT0779;SPC SD S     -   187,615.852   397,469.851   MT  0.99992838   -1 44 31.9
 OT0779;SPC SD S     -   615,536.34  1,304,032.34   sFT  0.99992838   -1 44 31.9
 OT0779;UTM  13      - 4,873,483.415   671,687.454   MT  0.99996255   +1 29 15.4
 OT0779
 OT0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0779!SPC SD S     -   0.99985817  x   0.99992838  =   0.99978656
 OT0779!UTM  13      -   0.99985817  x   0.99996255  =   0.99982072
 OT0779
 OT0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7168773483(NAD 83)
 OT0779
 OT0779                          SUPERSEDED SURVEY CONTROL
 OT0779
 OT0779  NAD 83(1995)-  43 59 39.96655(N)    102 51 31.62080(W) AD(       ) 2
 OT0779  NAD 83(1993)-  43 59 39.95185(N)    102 51 31.63154(W) AD(       ) 2
 OT0779  NAD 83(1986)-  43 59 39.95055(N)    102 51 31.62934(W) AD(       ) 2
 OT0779  NAD 27      -  43 59 40.00000(N)    102 51 30.00000(W) AD(       ) 2
 OT0779  NGVD 29             921.54   (m)         3023.4    (f) LEVELING    3  
 OT0779
 OT0779.Superseded values are not recommended for survey control.
 OT0779
 OT0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0779.See file dsdata.pdf to determine how the superseded data were derived.
 OT0779
 OT0779_MARKER: DD = SURVEY DISK
 OT0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0779_MARK LOGO: USGLO
 OT0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0779+STABILITY: SURFACE MOTION
 OT0779
 OT0779  HISTORY     - Date     Condition        Report By
 OT0779  HISTORY     - 1924     MONUMENTED       USGLO
 OT0779
 OT0779                          STATION DESCRIPTION
 OT0779
 OT0779'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OT0779'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE, AND
 OT0779'BEARS TO THE SW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0333 ***********************************************************************
 PT0333  DESIGNATION -  1721
 PT0333  PID         -  PT0333
 PT0333  STATE/COUNTY-  SD/JONES
 PT0333  COUNTRY     -  US
 PT0333  USGS QUAD   -  VAN METRE (2017)
 PT0333
 PT0333                         *CURRENT SURVEY CONTROL
 PT0333  ______________________________________________________________________
 PT0333* NAD 83(1986) POSITION- 44 07 46.32   (N) 100 51 30.87   (W)   HD_HELD1
 PT0333* NAVD 88 ORTHO HEIGHT -   523.602 (meters)     1717.85  (feet) ADJUSTED
 PT0333  ______________________________________________________________________
 PT0333  GEOID HEIGHT    -        -23.438 (meters)                     GEOID18
 PT0333  DYNAMIC HEIGHT  -        523.464 (meters)     1717.40  (feet) COMP
 PT0333  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 PT0333
 PT0333  VERT ORDER      -  SECOND    CLASS 0
 PT0333
 PT0333.The horizontal coordinates were determined by differentially corrected
 PT0333.hand held GPS observations or other comparable positioning techniques
 PT0333.and have an estimated accuracy of +/- 3 meters.
 PT0333
 PT0333.The orthometric height was determined by differential leveling and
 PT0333.adjusted by the NATIONAL GEODETIC SURVEY
 PT0333.in June 1991.
 PT0333
 PT0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0333.GEOID18 height accuracy estimate available here.
 PT0333
 PT0333.Click photographs - Photos may exist for this station.
 PT0333
 PT0333.The dynamic height is computed by dividing the NAVD 88
 PT0333.geopotential number by the normal gravity value computed on the
 PT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0333.degrees latitude (g = 980.6199 gals.).
 PT0333
 PT0333.The modeled gravity was interpolated from observed gravity values.
 PT0333
 PT0333;                    North         East    Units  Estimated Accuracy
 PT0333;SPC SD S     -   199,679.8     557,966.7     MT  (+/- 3 meters HH1 GPS) 
 PT0333
 PT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5131487939(NAD 83)
 PT0333
 PT0333                          SUPERSEDED SURVEY CONTROL
 PT0333
 PT0333  NGVD 29 (??/??/92)  523.178  (m)         1716.46   (f) ADJ UNCH    2 0
 PT0333
 PT0333.Superseded values are not recommended for survey control.
 PT0333
 PT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0333.See file dsdata.pdf to determine how the superseded data were derived.
 PT0333
 PT0333_MARKER: DD = SURVEY DISK
 PT0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0333_STAMPING: MC 47 1922
 PT0333_MARK LOGO: USGS
 PT0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0333+STABILITY: SURFACE MOTION
 PT0333
 PT0333  HISTORY     - Date     Condition        Report By
 PT0333  HISTORY     - 1922     MONUMENTED       USGS
 PT0333  HISTORY     - 1934     GOOD             CGS
 PT0333
 PT0333                          STATION DESCRIPTION
 PT0333
 PT0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0333'4 MI W FROM VAN METRE.
 PT0333'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0333'THE STATION AT VAN METRE, JONES COUNTY, 7 FEET NORTHEAST OF
 PT0333'MILEPOST 517, AND 39 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 PT0333'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MC
 PT0333'47 1922 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0329 ***********************************************************************
 PT0329  DESIGNATION -  1752
 PT0329  PID         -  PT0329
 PT0329  STATE/COUNTY-  SD/JONES
 PT0329  COUNTRY     -  US
 PT0329  USGS QUAD   -  CAPA (2017)
 PT0329
 PT0329                         *CURRENT SURVEY CONTROL
 PT0329  ______________________________________________________________________
 PT0329* NAD 83(1986) POSITION- 44 07 12.27   (N) 100 55 54.28   (W)   HD_HELD1
 PT0329* NAVD 88 ORTHO HEIGHT -   533.148 (meters)     1749.17  (feet) ADJUSTED
 PT0329  ______________________________________________________________________
 PT0329  GEOID HEIGHT    -        -23.308 (meters)                     GEOID18
 PT0329  DYNAMIC HEIGHT  -        533.004 (meters)     1748.70  (feet) COMP
 PT0329  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 PT0329
 PT0329  VERT ORDER      -  SECOND    CLASS 0
 PT0329
 PT0329.The horizontal coordinates were determined by differentially corrected
 PT0329.hand held GPS observations or other comparable positioning techniques
 PT0329.and have an estimated accuracy of +/- 3 meters.
 PT0329
 PT0329.The orthometric height was determined by differential leveling and
 PT0329.adjusted by the NATIONAL GEODETIC SURVEY
 PT0329.in June 1991.
 PT0329
 PT0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0329.GEOID18 height accuracy estimate available here.
 PT0329
 PT0329.Click photographs - Photos may exist for this station.
 PT0329
 PT0329.The dynamic height is computed by dividing the NAVD 88
 PT0329.geopotential number by the normal gravity value computed on the
 PT0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0329.degrees latitude (g = 980.6199 gals.).
 PT0329
 PT0329.The modeled gravity was interpolated from observed gravity values.
 PT0329
 PT0329;                    North         East    Units  Estimated Accuracy
 PT0329;SPC SD S     -   198,668.6     552,103.7     MT  (+/- 3 meters HH1 GPS) 
 PT0329
 PT0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4543587023(NAD 83)
 PT0329
 PT0329                          SUPERSEDED SURVEY CONTROL
 PT0329
 PT0329  NGVD 29 (??/??/92)  532.718  (m)         1747.76   (f) ADJ UNCH    2 0
 PT0329
 PT0329.Superseded values are not recommended for survey control.
 PT0329
 PT0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0329.See file dsdata.pdf to determine how the superseded data were derived.
 PT0329
 PT0329_MARKER: DD = SURVEY DISK
 PT0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0329_STAMPING: MC 46 1922
 PT0329_MARK LOGO: USGS
 PT0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0329+STABILITY: SURFACE MOTION
 PT0329
 PT0329  HISTORY     - Date     Condition        Report By
 PT0329  HISTORY     - 1922     MONUMENTED       USGS
 PT0329  HISTORY     - 1934     GOOD             CGS
 PT0329
 PT0329                          STATION DESCRIPTION
 PT0329
 PT0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0329'2.5 MI E FROM CAPA.
 PT0329'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0329'THE STATION AT CAPA, JONES COUNTY, AT MILEPOST 521, 41.5 FEET
 PT0329'SOUTH OF THE TRACK, AND 8 FEET NORTH OF A POLE.  A STANDARD
 PT0329'DISK, STAMPED MC 46 1922 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5654 ***********************************************************************
 AC5654  DESIGNATION -  1760
 AC5654  PID         -  AC5654
 AC5654  STATE/COUNTY-  SD/CUSTER
 AC5654  COUNTRY     -  US
 AC5654  USGS QUAD   -  ARGYLE (2017)
 AC5654
 AC5654                         *CURRENT SURVEY CONTROL
 AC5654  ______________________________________________________________________
 AC5654* NAD 83(1986) POSITION- 43 34 45.46   (N) 103 37 45.22   (W)   HD_HELD1
 AC5654* NAVD 88 ORTHO HEIGHT -  1448.187 (meters)     4751.26  (feet) ADJUSTED
 AC5654  ______________________________________________________________________
 AC5654  GEOID HEIGHT    -        -14.334 (meters)                     GEOID18
 AC5654  DYNAMIC HEIGHT  -       1447.538 (meters)     4749.13  (feet) COMP
 AC5654  MODELED GRAVITY -    980,119.0   (mgal)                       NAVD 88
 AC5654
 AC5654  VERT ORDER      -  FIRST     CLASS II
 AC5654
 AC5654.The horizontal coordinates were determined by differentially corrected
 AC5654.hand held GPS observations or other comparable positioning techniques
 AC5654.and have an estimated accuracy of +/- 3 meters.
 AC5654
 AC5654.The orthometric height was determined by differential leveling and
 AC5654.adjusted by the NATIONAL GEODETIC SURVEY
 AC5654.in October 1997.
 AC5654
 AC5654.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5654.GEOID18 height accuracy estimate available here.
 AC5654
 AC5654.Click photographs - Photos may exist for this station.
 AC5654
 AC5654.The dynamic height is computed by dividing the NAVD 88
 AC5654.geopotential number by the normal gravity value computed on the
 AC5654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5654.degrees latitude (g = 980.6199 gals.).
 AC5654
 AC5654.The modeled gravity was interpolated from observed gravity values.
 AC5654
 AC5654;                    North         East    Units  Estimated Accuracy
 AC5654;SPC SD S     -   143,696.0     333,882.7     MT  (+/- 3 meters HH1 GPS) 
 AC5654
 AC5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1067426060(NAD 83)
 AC5654
 AC5654                          SUPERSEDED SURVEY CONTROL
 AC5654
 AC5654.No superseded survey control is available for this station.
 AC5654
 AC5654_MARKER: DB = BENCH MARK DISK
 AC5654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5654_STAMPING: 1760 3-4 1970 4749.26
 AC5654_MARK LOGO: SDDT
 AC5654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5654+STABILITY: SURFACE MOTION
 AC5654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5654+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5654
 AC5654  HISTORY     - Date     Condition        Report By
 AC5654  HISTORY     - 1970     MONUMENTED       SDDT
 AC5654  HISTORY     - 19950410 GOOD             NGS
 AC5654
 AC5654                          STATION DESCRIPTION
 AC5654
 AC5654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5654'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5654'IN PRINGLE, THENCE 6.0 KM (3.70 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5654'856.3 M (2809.4 FT) NORTH OF MILEPOST 41, 292.5 M (959.6 FT) NORTHEAST
 AC5654'OF THE CENTER OF COUNTY ROAD 318, 30.2 M (99.1 FT) SOUTHEAST OF THE
 AC5654'HIGHWAY CENTERLINE, 4.5 M (14.8 FT) NORTHEAST OF A T-FENCE CORNER, 2.0
 AC5654'M (6.6 FT) SOUTHWEST OF A RIGHT-OF-WAY POST, 1.0 M (3.3 FT) BELOW THE
 AC5654'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A FENCE, AND THE
 AC5654'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0327 ***********************************************************************
 PT0327  DESIGNATION -  1775
 PT0327  PID         -  PT0327
 PT0327  STATE/COUNTY-  SD/JONES
 PT0327  COUNTRY     -  US
 PT0327  USGS QUAD   -  CAPA (2017)
 PT0327
 PT0327                         *CURRENT SURVEY CONTROL
 PT0327  ______________________________________________________________________
 PT0327* NAD 83(1986) POSITION- 44 06 31.14   (N) 100 58 36.33   (W)   HD_HELD1
 PT0327* NAVD 88 ORTHO HEIGHT -   540.168 (meters)     1772.20  (feet) ADJUSTED
 PT0327  ______________________________________________________________________
 PT0327  GEOID HEIGHT    -        -23.233 (meters)                     GEOID18
 PT0327  DYNAMIC HEIGHT  -        540.021 (meters)     1771.72  (feet) COMP
 PT0327  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 PT0327
 PT0327  VERT ORDER      -  SECOND    CLASS 0
 PT0327
 PT0327.The horizontal coordinates were determined by differentially corrected
 PT0327.hand held GPS observations or other comparable positioning techniques
 PT0327.and have an estimated accuracy of +/- 3 meters.
 PT0327
 PT0327.The orthometric height was determined by differential leveling and
 PT0327.adjusted by the NATIONAL GEODETIC SURVEY
 PT0327.in June 1991.
 PT0327
 PT0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0327.GEOID18 height accuracy estimate available here.
 PT0327
 PT0327.Click photographs - Photos may exist for this station.
 PT0327
 PT0327.The dynamic height is computed by dividing the NAVD 88
 PT0327.geopotential number by the normal gravity value computed on the
 PT0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0327.degrees latitude (g = 980.6199 gals.).
 PT0327
 PT0327.The modeled gravity was interpolated from observed gravity values.
 PT0327
 PT0327;                    North         East    Units  Estimated Accuracy
 PT0327;SPC SD S     -   197,426.1     548,491.0     MT  (+/- 3 meters HH1 GPS) 
 PT0327
 PT0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4180385840(NAD 83)
 PT0327
 PT0327                          SUPERSEDED SURVEY CONTROL
 PT0327
 PT0327  NGVD 29 (??/??/92)  539.735  (m)         1770.78   (f) ADJ UNCH    2 0
 PT0327
 PT0327.Superseded values are not recommended for survey control.
 PT0327
 PT0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0327.See file dsdata.pdf to determine how the superseded data were derived.
 PT0327
 PT0327_MARKER: P = PIPE CAP
 PT0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0327_STAMPING: MC 45 1922
 PT0327_MARK LOGO: USGS
 PT0327_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0327
 PT0327  HISTORY     - Date     Condition        Report By
 PT0327  HISTORY     - 1922     MONUMENTED       USGS
 PT0327  HISTORY     - 1934     GOOD             CGS
 PT0327
 PT0327                          STATION DESCRIPTION
 PT0327
 PT0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0327'AT CAPA.
 PT0327'AT CAPA, JONES COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 PT0327'100 FEET EAST OF THE STATION BAY WINDOW, 77-1/2 FEET SOUTH OF THE
 PT0327'CENTERLINE OF THE TRACK, AND 14 FEET SOUTHWEST OF A POLE.  A
 PT0327'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED MC 45 1922
 PT0327'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0778 ***********************************************************************
 OT0778  DESIGNATION -  17=T1S R10 11E SECS 1 6 CC
 OT0778  PID         -  OT0778
 OT0778  STATE/COUNTY-  SD/PENNINGTON
 OT0778  COUNTRY     -  US
 OT0778  USGS QUAD   -  CAPUTA NE (2017)
 OT0778
 OT0778                         *CURRENT SURVEY CONTROL
 OT0778  ______________________________________________________________________
 OT0778* NAD 83(1996) POSITION- 43 59 40.29368(N) 102 51 31.17760(W)   ADJUSTED
 OT0778* NAVD 88 ORTHO HEIGHT -   921.62  (+/-2cm)     3023.7   (feet) VERTCON3
 OT0778  ______________________________________________________________________
 OT0778  GEOID HEIGHT    -        -17.356 (meters)                     GEOID18
 OT0778  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 OT0778  HORZ ORDER      -  SECOND
 OT0778  VERT ORDER      -  THIRD ? (See Below)
 OT0778
 OT0778.The horizontal coordinates were established by classical geodetic methods
 OT0778.and adjusted by the National Geodetic Survey in January 1998.
 OT0778
 OT0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0778
 OT0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0778.GEOID18 height accuracy estimate available here.
 OT0778
 OT0778.The vertical order pertains to the NGVD 29 superseded value.
 OT0778
 OT0778.Click photographs - Photos may exist for this station.
 OT0778
 OT0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0778
 OT0778. The following values were computed from the NAD 83(1996) position.
 OT0778
 OT0778;                    North         East     Units Scale Factor Converg.
 OT0778;SPC SD S     -   187,625.818   397,480.219   MT  0.99992839   -1 44 31.6
 OT0778;SPC SD S     -   615,569.04  1,304,066.35   sFT  0.99992839   -1 44 31.6
 OT0778;UTM  13      - 4,873,493.951   671,697.244   MT  0.99996259   +1 29 15.8
 OT0778
 OT0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0778!SPC SD S     -   0.99985823  x   0.99992839  =   0.99978663
 OT0778!UTM  13      -   0.99985823  x   0.99996259  =   0.99982082
 OT0778
 OT0778:                Primary Azimuth Mark                     Grid Az
 OT0778:SPC SD S     -  THOMPSON                                 231 53 54.1
 OT0778:UTM  13      -  THOMPSON                                 228 40 06.7
 OT0778
 OT0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7169773493(NAD 83)
 OT0778
 OT0778|---------------------------------------------------------------------|
 OT0778| PID    Reference Object                     Distance      Geod. Az  |
 OT0778|                                                           dddmmss.s |
 OT0778| OT0780 17 RM 1                              16.125 METERS 13013     |
 OT0778| OT0779 17 RM 2                              14.383 METERS 22423     |
 OT0778| OT0782 THOMPSON                            APPROX.13.3 KM 2300922.5 |
 OT0778|---------------------------------------------------------------------|
 OT0778
 OT0778                          SUPERSEDED SURVEY CONTROL
 OT0778
 OT0778  NAD 83(1995)-  43 59 40.29956(N)    102 51 31.16924(W) AD(       ) 2
 OT0778  NAD 83(1993)-  43 59 40.28486(N)    102 51 31.17998(W) AD(       ) 2
 OT0778  NAD 83(1986)-  43 59 40.28356(N)    102 51 31.17778(W) AD(       ) 2
 OT0778  NAD 27      -  43 59 40.33400(N)    102 51 29.54700(W) AD(       ) 2
 OT0778  NGVD 29             921.15   (m)         3022.1    (f) LEVELING    3  
 OT0778
 OT0778.Superseded values are not recommended for survey control.
 OT0778
 OT0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0778.See file dsdata.pdf to determine how the superseded data were derived.
 OT0778
 OT0778_MARKER: DD = SURVEY DISK
 OT0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0778_MARK LOGO: USGLO
 OT0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0778+STABILITY: SURFACE MOTION
 OT0778
 OT0778  HISTORY     - Date     Condition        Report By
 OT0778  HISTORY     - 1925     MONUMENTED       USGLO
 OT0778  HISTORY     - 1935     GOOD             CGS
 OT0778
 OT0778                          STATION DESCRIPTION
 OT0778
 OT0778'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 OT0778'THE CLOSING CORNER OF SECS. 1 AND 6, T 1 S, RS 10 AND 11 E,
 OT0778'BLACK HILLS MERIDIAN.
 OT0778'
 OT0778'THE ORIGINAL MONUMENT IS A GRANITE STONE, 15- BY 8- BY 6
 OT0778'INCHES, MARKED CC ON TOP AND SIX NOTCHES S, E AND W.  THE
 OT0778'NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 4 INCHES BENEATH
 OT0778'SURFACE OF GROUND, WITH THE ORIGINAL STONE ON TOP.  IN CENTER
 OT0778'OF ROADS S, E AND W.
 OT0778'
 OT0778'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, AND
 OT0778'BEARS TO THE SE.
 OT0778'
 OT0778'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE, AND
 OT0778'BEARS TO THE SW.
 OT0778
 OT0778                          STATION RECOVERY (1935)
 OT0778
 OT0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OT0778'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 OT0778'MARKS ARE CORRECTLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0265 ***********************************************************************
 PR0265  DESIGNATION -  18
 PR0265  PID         -  PR0265
 PR0265  STATE/COUNTY-  SD/BROOKINGS
 PR0265  COUNTRY     -  US
 PR0265  USGS QUAD   -  BROOKINGS (2017)
 PR0265
 PR0265                         *CURRENT SURVEY CONTROL
 PR0265  ______________________________________________________________________
 PR0265* NAD 83(1986) POSITION- 44 15 13.47   (N) 096 47 17.95   (W)   HD_HELD1
 PR0265* NAVD 88 ORTHO HEIGHT -   485.501 (meters)     1592.85  (feet) ADJUSTED
 PR0265  ______________________________________________________________________
 PR0265  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 PR0265  DYNAMIC HEIGHT  -        485.405 (meters)     1592.53  (feet) COMP
 PR0265  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 PR0265
 PR0265  VERT ORDER      -  SECOND    CLASS 0
 PR0265
 PR0265.The horizontal coordinates were determined by differentially corrected
 PR0265.hand held GPS observations or other comparable positioning techniques
 PR0265.and have an estimated accuracy of +/- 3 meters.
 PR0265
 PR0265.The orthometric height was determined by differential leveling and
 PR0265.adjusted by the NATIONAL GEODETIC SURVEY
 PR0265.in June 1991.
 PR0265
 PR0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0265.GEOID18 height accuracy estimate available here.
 PR0265
 PR0265.Click photographs - Photos may exist for this station.
 PR0265
 PR0265.The dynamic height is computed by dividing the NAVD 88
 PR0265.geopotential number by the normal gravity value computed on the
 PR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0265.degrees latitude (g = 980.6199 gals.).
 PR0265
 PR0265.The modeled gravity was interpolated from observed gravity values.
 PR0265
 PR0265;                    North         East    Units  Estimated Accuracy
 PR0265;SPC SD N     -    51,804.6     856,438.1     MT  (+/- 3 meters HH1 GPS) 
 PR0265
 PR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7656302434(NAD 83)
 PR0265
 PR0265                          SUPERSEDED SURVEY CONTROL
 PR0265
 PR0265  NGVD 29 (??/??/92)  485.243  (m)         1592.00   (f) ADJ UNCH    2 0
 PR0265
 PR0265.Superseded values are not recommended for survey control.
 PR0265
 PR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0265.See file dsdata.pdf to determine how the superseded data were derived.
 PR0265
 PR0265_MARKER: DB = BENCH MARK DISK
 PR0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0265_MARK LOGO: SDHD
 PR0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0265+STABILITY: SURFACE MOTION
 PR0265
 PR0265  HISTORY     - Date     Condition        Report By
 PR0265  HISTORY     - UNK      MONUMENTED       SDHD
 PR0265  HISTORY     - 1949     GOOD             CGS
 PR0265
 PR0265                          STATION DESCRIPTION
 PR0265
 PR0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0265'4.3 MI S FROM BROOKINGS.
 PR0265'4.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0265'BROOKINGS, ON THE OUTSIDE OF A CURVE WHICH IS AT THE EAST END
 PR0265'OF AN OFFSET IN THE HIGHWAY, AT AN INTERSECTION OF AN EAST-WEST
 PR0265'AND NORTH-SOUTH DIRT ROAD, 148 YARDS (PACED) NORTHEAST OF THE
 PR0265'CENTER LINE OF THE HIGHWAY, 70.0 FEET WEST OF THE CENTER LINE OF
 PR0265'A NORTH-SOUTH ROAD, 55.0 FEET NORTH OF THE CENTRER LINE OF AN
 PR0265'EAST-WEST ROAD, 51.0 FEET WEST NORTHWEST OF THE NORTHWEST
 PR0265'CORNER OF A CONCRETE CULVERT, 1.2 FEET EAST OF A REFERENCE POST,
 PR0265'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 PR0265'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0817 ***********************************************************************
 OT0817  DESIGNATION -  18 010.09
 OT0817  PID         -  OT0817
 OT0817  STATE/COUNTY-  SD/FALL RIVER
 OT0817  COUNTRY     -  US
 OT0817  USGS QUAD   -  EDGEMONT (2017)
 OT0817
 OT0817                         *CURRENT SURVEY CONTROL
 OT0817  ______________________________________________________________________
 OT0817* NAD 83(1986) POSITION- 43 17 51.     (N) 103 51 51.     (W)   SCALED
 OT0817* NAVD 88 ORTHO HEIGHT -  1123.07  (meters)     3684.6   (feet) RESET
 OT0817  ______________________________________________________________________
 OT0817  GEOID HEIGHT    -        -15.041 (meters)                     GEOID18
 OT0817  VERT ORDER      -  THIRD
 OT0817
 OT0817.The horizontal coordinates were scaled from a map and have
 OT0817.an estimated accuracy of +/- 6 seconds.
 OT0817
 OT0817.The orthometric height was computed from unverified reset data.
 OT0817
 OT0817.No vertical observational check was made to the station.
 OT0817
 OT0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0817.GEOID18 height accuracy estimate available here.
 OT0817
 OT0817.Click photographs - Photos may exist for this station.
 OT0817
 OT0817;                    North         East    Units  Estimated Accuracy
 OT0817;SPC SD S     -   113,200.      313,590.      MT  (+/- 180 meters Scaled)
 OT0817
 OT0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH921944(NAD 83)
 OT0817
 OT0817                          SUPERSEDED SURVEY CONTROL
 OT0817
 OT0817  NGVD 29 (04/17/07) 1122.53   (m)         3682.8    (f) RESET       3  
 OT0817
 OT0817.Superseded values are not recommended for survey control.
 OT0817
 OT0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0817.See file dsdata.pdf to determine how the superseded data were derived.
 OT0817
 OT0817_MARKER: DB = BENCH MARK DISK
 OT0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0817_STAMPING: 18-10.09 1986
 OT0817_MARK LOGO: NGS
 OT0817_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0817+STABILITY: SURFACE MOTION
 OT0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0817+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0817
 OT0817  HISTORY     - Date     Condition        Report By
 OT0817  HISTORY     - 1986     MONUMENTED       SDDT
 OT0817
 OT0817                          STATION DESCRIPTION
 OT0817
 OT0817'DESCRIBED BY SD DEPT OF TRANSP 1986
 OT0817'3.52 KM (2.20 MI) WEST ALONG U.S. HIHGWAY 18 FROM ITS JUNCTION WITH
 OT0817'STATE  HIGHWAY 471 IN EDGEMONT, 22.9 M (75.1 FT) NORTH FROM THE
 OT0817'CENTER OF 18, 0.3 M (1.0 FT) SOUTH FROM THE RIGHT OF WAY FENCE,
 OT0817'0.2 KM (0.10 MI) EAST FROM A WASH, 0.3 M (1.0 FT) NORTH FROM A
 OT0817'WITNESS POST IN THE TOP OF A 6-INCH POST THAT PROJECTS
 OT0817'0.05 M (0.2 FT)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0628 ***********************************************************************
 OT0628  DESIGNATION -  18 012.74
 OT0628  PID         -  OT0628
 OT0628  STATE/COUNTY-  SD/FALL RIVER
 OT0628  COUNTRY     -  US
 OT0628  USGS QUAD   -  EDGEMONT (2017)
 OT0628
 OT0628                         *CURRENT SURVEY CONTROL
 OT0628  ______________________________________________________________________
 OT0628* NAD 83(1986) POSITION- 43 18 40.     (N) 103 49 14.     (W)   SCALED
 OT0628* NAVD 88 ORTHO HEIGHT -  1045.287 (meters)     3429.41  (feet) ADJUSTED
 OT0628  ______________________________________________________________________
 OT0628  GEOID HEIGHT    -        -15.063 (meters)                     GEOID18
 OT0628  DYNAMIC HEIGHT  -       1044.857 (meters)     3428.00  (feet) COMP
 OT0628  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 OT0628
 OT0628  VERT ORDER      -  FIRST     CLASS II
 OT0628
 OT0628.The horizontal coordinates were scaled from a map and have
 OT0628.an estimated accuracy of +/- 6 seconds.
 OT0628
 OT0628.The orthometric height was determined by differential leveling and
 OT0628.adjusted by the NATIONAL GEODETIC SURVEY
 OT0628.in June 1991.
 OT0628
 OT0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0628.GEOID18 height accuracy estimate available here.
 OT0628
 OT0628.Click photographs - Photos may exist for this station.
 OT0628
 OT0628.The dynamic height is computed by dividing the NAVD 88
 OT0628.geopotential number by the normal gravity value computed on the
 OT0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0628.degrees latitude (g = 980.6199 gals.).
 OT0628
 OT0628.The modeled gravity was interpolated from observed gravity values.
 OT0628
 OT0628;                    North         East    Units  Estimated Accuracy
 OT0628;SPC SD S     -   114,560.      317,190.      MT  (+/- 180 meters Scaled)
 OT0628
 OT0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH956960(NAD 83)
 OT0628
 OT0628                          SUPERSEDED SURVEY CONTROL
 OT0628
 OT0628.No superseded survey control is available for this station.
 OT0628
 OT0628_MARKER: P = PIPE CAP
 OT0628_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OT0628_STAMPING: 18-12.74
 OT0628_MARK LOGO: SDDT
 OT0628_PROJECTION: FLUSH
 OT0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0628_ROD/PIPE-DEPTH: 12.8 meters
 OT0628
 OT0628  HISTORY     - Date     Condition        Report By
 OT0628  HISTORY     - UNK      MONUMENTED       SDDT
 OT0628  HISTORY     - 1985     GOOD             NGS
 OT0628
 OT0628                          STATION DESCRIPTION
 OT0628
 OT0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0628'0.3 KM (0.2 MI) NE FROM EDGEMONT.
 OT0628'0.3 KM (0.2 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0628'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AND COUNTY ROAD
 OT0628'6463 AT EDGEMONT, AT THE NORTHWEST BOUNDARY FENCE AROUND THE STATE
 OT0628'HIGHWAY MAINTENANCE YARD, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST 13,
 OT0628'30.6 METERS (100.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 52.9
 OT0628'METERS (173.5 FT) NORTHEAST OF THE WEST FENCE CORNER POST, 1.5 METERS
 OT0628'(5 FT) NORTHWEST OF THE CHAINLINK FENCE AND 4.2 METERS (14 FT) BELOW
 OT0628'THE HIGHWAY.  NOTE--ACCESS TO MARK IS HAD THRU A 4-INCH PLASTIC SCREW
 OT0628'CAP FLUSH THE SURFACE OF THE GROUND AND IS A 1-INCH GALVANIZED STEEL
 OT0628'PIPE WITH A STEEL PIPE CAP WELDED TO THE TOP.
 OT0628'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 OT0628'THE MARK IS ABOVE LEVEL WITH PAVED HIGHWAY YARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0629 ***********************************************************************
 OT0629  DESIGNATION -  18 015.11
 OT0629  PID         -  OT0629
 OT0629  STATE/COUNTY-  SD/FALL RIVER
 OT0629  COUNTRY     -  US
 OT0629  USGS QUAD   -  EDGEMONT (2017)
 OT0629
 OT0629                         *CURRENT SURVEY CONTROL
 OT0629  ______________________________________________________________________
 OT0629* NAD 83(1986) POSITION- 43 20 05.     (N) 103 47 19.     (W)   SCALED
 OT0629* NAVD 88 ORTHO HEIGHT -  1057.015 (meters)     3467.89  (feet) ADJUSTED
 OT0629  ______________________________________________________________________
 OT0629  GEOID HEIGHT    -        -15.036 (meters)                     GEOID18
 OT0629  DYNAMIC HEIGHT  -       1056.581 (meters)     3466.47  (feet) COMP
 OT0629  MODELED GRAVITY -    980,172.5   (mgal)                       NAVD 88
 OT0629
 OT0629  VERT ORDER      -  FIRST     CLASS II
 OT0629
 OT0629.The horizontal coordinates were scaled from a map and have
 OT0629.an estimated accuracy of +/- 6 seconds.
 OT0629
 OT0629.The orthometric height was determined by differential leveling and
 OT0629.adjusted by the NATIONAL GEODETIC SURVEY
 OT0629.in June 1991.
 OT0629
 OT0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0629.GEOID18 height accuracy estimate available here.
 OT0629
 OT0629.Click photographs - Photos may exist for this station.
 OT0629
 OT0629.The dynamic height is computed by dividing the NAVD 88
 OT0629.geopotential number by the normal gravity value computed on the
 OT0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0629.degrees latitude (g = 980.6199 gals.).
 OT0629
 OT0629.The modeled gravity was interpolated from observed gravity values.
 OT0629
 OT0629;                    North         East    Units  Estimated Accuracy
 OT0629;SPC SD S     -   117,070.      319,890.      MT  (+/- 180 meters Scaled)
 OT0629
 OT0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH982986(NAD 83)
 OT0629
 OT0629                          SUPERSEDED SURVEY CONTROL
 OT0629
 OT0629.No superseded survey control is available for this station.
 OT0629
 OT0629_MARKER: P = PIPE CAP
 OT0629_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OT0629_STAMPING: 18-15.11
 OT0629_MARK LOGO: NONE
 OT0629_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0629+STABILITY: POSITION/ELEVATION WELL
 OT0629_ROD/PIPE-DEPTH: 6.4 meters
 OT0629
 OT0629  HISTORY     - Date     Condition        Report By
 OT0629  HISTORY     - UNK      MONUMENTED       SDDT
 OT0629  HISTORY     - 1985     GOOD             NGS
 OT0629
 OT0629                          STATION DESCRIPTION
 OT0629
 OT0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0629'3.9 KM (2.4 MI) NE FROM EDGEMONT.
 OT0629'3.95 KM (2.45 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0629'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0629'THE NORTH CORNER OF THE CROSSING OF RED CANYON CREEK, 0.16 KM (0.1 MI)
 OT0629'NORTHEAST OF MILEPOST 15, 30.2 METERS (99 FT) NORTHWEST OF THE HIGHWAY
 OT0629'CENTERLINE, 56.9 METERS (186.5 FT) NORTHEAST OF THE NORTH CORNER OF
 OT0629'THE BRIDGE OVER THE CREEK, 0.5 METER (1.5 FT) SOUTHEAST OF THE
 OT0629'RIGHT-OF-WAY FENCE.  NOTE--MARK IS A ONE INCH GALVANIZED STEEL PIPE
 OT0629'CAP WELDED TO A ONE INCH GALVANIZED STEEL PIPE SET TO A DEPTH OF 21.0
 OT0629'FEET WITH ACCESS TO BE HAD THROUGH A 4-INCH PLASTIC PIPE CAP, MARK IS
 OT0629'8-INCHES BELOW THE TOP OF THE PLASTIC COLLAR WITH 18-15.11 STAMPED ON
 OT0629'THE EDGE OF THE COLLAR.
 OT0629'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OT0629'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0632 ***********************************************************************
 OT0632  DESIGNATION -  18 018.03
 OT0632  PID         -  OT0632
 OT0632  STATE/COUNTY-  SD/FALL RIVER
 OT0632  COUNTRY     -  US
 OT0632  USGS QUAD   -  EDGEMONT (2017)
 OT0632
 OT0632                         *CURRENT SURVEY CONTROL
 OT0632  ______________________________________________________________________
 OT0632* NAD 83(1986) POSITION- 43 22 24.     (N) 103 46 02.     (W)   SCALED
 OT0632* NAVD 88 ORTHO HEIGHT -  1186.281 (meters)     3891.99  (feet) ADJUSTED
 OT0632  ______________________________________________________________________
 OT0632  GEOID HEIGHT    -        -14.927 (meters)                     GEOID18
 OT0632  DYNAMIC HEIGHT  -       1185.784 (meters)     3890.36  (feet) COMP
 OT0632  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 OT0632
 OT0632  VERT ORDER      -  FIRST     CLASS II
 OT0632
 OT0632.The horizontal coordinates were scaled from a map and have
 OT0632.an estimated accuracy of +/- 6 seconds.
 OT0632
 OT0632.The orthometric height was determined by differential leveling and
 OT0632.adjusted by the NATIONAL GEODETIC SURVEY
 OT0632.in June 1991.
 OT0632
 OT0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0632.GEOID18 height accuracy estimate available here.
 OT0632
 OT0632.Click photographs - Photos may exist for this station.
 OT0632
 OT0632.The dynamic height is computed by dividing the NAVD 88
 OT0632.geopotential number by the normal gravity value computed on the
 OT0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0632.degrees latitude (g = 980.6199 gals.).
 OT0632
 OT0632.The modeled gravity was interpolated from observed gravity values.
 OT0632
 OT0632;                    North         East    Units  Estimated Accuracy
 OT0632;SPC SD S     -   121,290.      321,800.      MT  (+/- 180 meters Scaled)
 OT0632
 OT0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ998030(NAD 83)
 OT0632
 OT0632                          SUPERSEDED SURVEY CONTROL
 OT0632
 OT0632.No superseded survey control is available for this station.
 OT0632
 OT0632_MARKER: DB = BENCH MARK DISK
 OT0632_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 OT0632_SP_SET: BRIDGE WINGWALL
 OT0632_STAMPING: 18-18.03 80 3890.53
 OT0632_MARK LOGO: SDHD
 OT0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0632+STABILITY: POSITION/ELEVATION WELL
 OT0632
 OT0632  HISTORY     - Date     Condition        Report By
 OT0632  HISTORY     - 1980     MONUMENTED       SDDT
 OT0632  HISTORY     - 1985     GOOD             NGS
 OT0632
 OT0632                          STATION DESCRIPTION
 OT0632
 OT0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0632'8.8 KM (5.45 MI) NE FROM EDGEMONT.
 OT0632'8.8 KM (5.45 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0632'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0632'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT FOR A CONCRETE
 OT0632'HIGHWAY BRIDGE, 0.1 KM (0.05 MI) NORTH OF MILEPOST 18, 6.6 METERS
 OT0632'(21.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 OT0632'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0633 ***********************************************************************
 OT0633  DESIGNATION -  18 018.13
 OT0633  PID         -  OT0633
 OT0633  STATE/COUNTY-  SD/FALL RIVER
 OT0633  COUNTRY     -  US
 OT0633  USGS QUAD   -  EDGEMONT (2017)
 OT0633
 OT0633                         *CURRENT SURVEY CONTROL
 OT0633  ______________________________________________________________________
 OT0633* NAD 83(1986) POSITION- 43 22 29.59   (N) 103 45 59.90   (W)   HD_HELD1
 OT0633* NAVD 88 ORTHO HEIGHT -  1191.464 (meters)     3908.99  (feet) ADJUSTED
 OT0633  ______________________________________________________________________
 OT0633  GEOID HEIGHT    -        -14.922 (meters)                     GEOID18
 OT0633  DYNAMIC HEIGHT  -       1190.965 (meters)     3907.36  (feet) COMP
 OT0633  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 OT0633
 OT0633  VERT ORDER      -  FIRST     CLASS II
 OT0633
 OT0633.The horizontal coordinates were determined by differentially corrected
 OT0633.hand held GPS observations or other comparable positioning techniques
 OT0633.and have an estimated accuracy of +/- 3 meters.
 OT0633
 OT0633.The orthometric height was determined by differential leveling and
 OT0633.adjusted by the NATIONAL GEODETIC SURVEY
 OT0633.in June 1991.
 OT0633
 OT0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0633.GEOID18 height accuracy estimate available here.
 OT0633
 OT0633.Click photographs - Photos may exist for this station.
 OT0633
 OT0633.The dynamic height is computed by dividing the NAVD 88
 OT0633.geopotential number by the normal gravity value computed on the
 OT0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0633.degrees latitude (g = 980.6199 gals.).
 OT0633
 OT0633.The modeled gravity was interpolated from observed gravity values.
 OT0633
 OT0633;                    North         East    Units  Estimated Accuracy
 OT0633;SPC SD S     -   121,456.7     321,855.6     MT  (+/- 3 meters HH1 GPS) 
 OT0633
 OT0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ9991603185(NAD 83)
 OT0633
 OT0633                          SUPERSEDED SURVEY CONTROL
 OT0633
 OT0633.No superseded survey control is available for this station.
 OT0633
 OT0633_MARKER: P = PIPE CAP
 OT0633_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OT0633_STAMPING: 18-18.13
 OT0633_MARK LOGO: NONE
 OT0633_PROJECTION: FLUSH
 OT0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0633+STABILITY: POSITION/ELEVATION WELL
 OT0633_ROD/PIPE-DEPTH: 6.4 meters
 OT0633
 OT0633  HISTORY     - Date     Condition        Report By
 OT0633  HISTORY     - UNK      MONUMENTED       SDDT
 OT0633  HISTORY     - 1985     GOOD             NGS
 OT0633
 OT0633                          STATION DESCRIPTION
 OT0633
 OT0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0633'9.0 KM (5.6 MI) NE FROM EDGEMONT.
 OT0633'9.0 KM (5.55 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0633'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0633'0.2 KM (0.13 MI) NORTHEAST OF MILEPOST 18, 20.1 METERS (66 FT)
 OT0633'NORTHWEST OF THE HIGHWAY CENTERLINE, 44.5 METERS (146 FT) NORTHEAST OF
 OT0633'THE NORTH CORNER OF THE HIGHWAY BRIDGE OVER STONE QUARRY CANYON AND
 OT0633'13.7 METERS (45 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--MARK
 OT0633'IS A ONE INCH GALVANIZED STEEL PIPE CAP WELDED TO A ONE INCH
 OT0633'GALVANIZED STEEL PIPE SET TO A DEPTH OF 21.0 FEET WITH ACCESS TO BE
 OT0633'HAD THROUGH A 4-INCH PLASTIC CAP, MARK IS 3-INCHES BELOW THE TOP OF
 OT0633'THE PLASTIC COLLAR WITH 18-18.13 STAMPED ON THE EDGE OF THE COLLAR.
 OT0633'THE MARK IS 0.9 METERS  NE FROM  A WITNESS POST
 OT0633'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0636 ***********************************************************************
 OT0636  DESIGNATION -  18 020.40
 OT0636  PID         -  OT0636
 OT0636  STATE/COUNTY-  SD/FALL RIVER
 OT0636  COUNTRY     -  US
 OT0636  USGS QUAD   -  MINNEKAHTA (2017)
 OT0636
 OT0636                         *CURRENT SURVEY CONTROL
 OT0636  ______________________________________________________________________
 OT0636* NAD 83(1986) POSITION- 43 23 37.     (N) 103 44 04.     (W)   SCALED
 OT0636* NAVD 88 ORTHO HEIGHT -  1337.576 (meters)     4388.36  (feet) ADJUSTED
 OT0636  ______________________________________________________________________
 OT0636  GEOID HEIGHT    -        -14.882 (meters)                     GEOID18
 OT0636  DYNAMIC HEIGHT  -       1336.978 (meters)     4386.40  (feet) COMP
 OT0636  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 OT0636
 OT0636  VERT ORDER      -  FIRST     CLASS II
 OT0636
 OT0636.The horizontal coordinates were scaled from a map and have
 OT0636.an estimated accuracy of +/- 6 seconds.
 OT0636
 OT0636.The orthometric height was determined by differential leveling and
 OT0636.adjusted by the NATIONAL GEODETIC SURVEY
 OT0636.in June 1991.
 OT0636
 OT0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0636.GEOID18 height accuracy estimate available here.
 OT0636
 OT0636.Click photographs - Photos may exist for this station.
 OT0636
 OT0636.The dynamic height is computed by dividing the NAVD 88
 OT0636.geopotential number by the normal gravity value computed on the
 OT0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0636.degrees latitude (g = 980.6199 gals.).
 OT0636
 OT0636.The modeled gravity was interpolated from observed gravity values.
 OT0636
 OT0636;                    North         East    Units  Estimated Accuracy
 OT0636;SPC SD S     -   123,430.      324,550.      MT  (+/- 180 meters Scaled)
 OT0636
 OT0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ024053(NAD 83)
 OT0636
 OT0636                          SUPERSEDED SURVEY CONTROL
 OT0636
 OT0636.No superseded survey control is available for this station.
 OT0636
 OT0636_MARKER: P = PIPE CAP
 OT0636_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OT0636_STAMPING: 18-20.40
 OT0636_MARK LOGO: NONE
 OT0636_PROJECTION: FLUSH
 OT0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0636+STABILITY: POSITION/ELEVATION WELL
 OT0636_ROD/PIPE-DEPTH: 6.4 meters
 OT0636
 OT0636  HISTORY     - Date     Condition        Report By
 OT0636  HISTORY     - UNK      MONUMENTED       SDDT
 OT0636  HISTORY     - 1985     GOOD             NGS
 OT0636
 OT0636                          STATION DESCRIPTION
 OT0636
 OT0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0636'12.6 KM (7.8 MI) NE FROM EDGEMONT.
 OT0636'12.65 KM (7.8 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0636'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0636'0.6 KM (0.4 MI) NORTHEAST OF MILEPOST 20, 34.8 METERS (114 FT) SOUTH
 OT0636'OF THE HIGHWAY CENTERLINE, 47.0 METERS (154 FT) SOUTHWEST OF THE
 OT0636'SOUTHWEST CORNER OF THE BRIDGE OVER A DEEP CANYON, 30.2 METERS (99 FT)
 OT0636'WEST OF BENCH MARK U 429 AND 2.1 METERS (7 FT) NORTH OF THE
 OT0636'RIGHT-OF-WAY FENCE.  NOTE--MARK IS A ONE INCH GALVANIZED STEEL PIPE
 OT0636'CAP WELDED TO A ONE INCH GALVANIZED STEEL PIPE SET TO A DEPTH OF 21.0
 OT0636'FEET WITH ACCESS TO BE HAD THROUGH A 4-INCH PLASTIC CAP, MARK IS
 OT0636'3-INCH BELOW THE TOP OF THE PLASTIC COLLAR WITH 18-20.40 STAMPED ON
 OT0636'THE EDGE OF THE COLLAR.
 OT0636'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OT0636'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5642 ***********************************************************************
 AC5642  DESIGNATION -  18 024.00
 AC5642  PID         -  AC5642
 AC5642  STATE/COUNTY-  SD/FALL RIVER
 AC5642  COUNTRY     -  US
 AC5642  USGS QUAD   -  MINNEKAHTA (2017)
 AC5642
 AC5642                         *CURRENT SURVEY CONTROL
 AC5642  ______________________________________________________________________
 AC5642* NAD 83(1986) POSITION- 43 25 37.     (N) 103 41 52.     (W)   SCALED
 AC5642* NAVD 88 ORTHO HEIGHT -  1271.556 (meters)     4171.76  (feet) ADJUSTED
 AC5642  ______________________________________________________________________
 AC5642  GEOID HEIGHT    -        -14.854 (meters)                     GEOID18
 AC5642  DYNAMIC HEIGHT  -       1270.995 (meters)     4169.92  (feet) COMP
 AC5642  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 AC5642
 AC5642  VERT ORDER      -  FIRST     CLASS II
 AC5642
 AC5642.The horizontal coordinates were scaled from a map and have
 AC5642.an estimated accuracy of +/- 6 seconds.
 AC5642
 AC5642.The orthometric height was determined by differential leveling and
 AC5642.adjusted by the NATIONAL GEODETIC SURVEY
 AC5642.in October 1997.
 AC5642
 AC5642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5642.GEOID18 height accuracy estimate available here.
 AC5642
 AC5642.Click photographs - Photos may exist for this station.
 AC5642
 AC5642.The dynamic height is computed by dividing the NAVD 88
 AC5642.geopotential number by the normal gravity value computed on the
 AC5642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5642.degrees latitude (g = 980.6199 gals.).
 AC5642
 AC5642.The modeled gravity was interpolated from observed gravity values.
 AC5642
 AC5642;                    North         East    Units  Estimated Accuracy
 AC5642;SPC SD S     -   127,010.      327,670.      MT  (+/- 180 meters Scaled)
 AC5642
 AC5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ054090(NAD 83)
 AC5642
 AC5642                          SUPERSEDED SURVEY CONTROL
 AC5642
 AC5642.No superseded survey control is available for this station.
 AC5642
 AC5642_MARKER: DB = BENCH MARK DISK
 AC5642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5642_STAMPING: 18-24.00 1985
 AC5642_MARK LOGO: SDDT
 AC5642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5642+STABILITY: SURFACE MOTION
 AC5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5642+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5642
 AC5642  HISTORY     - Date     Condition        Report By
 AC5642  HISTORY     - 1985     MONUMENTED       SDDT
 AC5642  HISTORY     - 19950418 GOOD             NGS
 AC5642
 AC5642                          STATION DESCRIPTION
 AC5642
 AC5642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5642'18.4 KM (11.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 AC5642'INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD IN EDGEMONT, 22.8 M
 AC5642'(74.8 FT) EAST OF THE HIGHWAY CENTERLINE, 16.6 M (54.5 FT) NORTH OF
 AC5642'THE CENTER OF A FIELD ENTRANCE AND A GATE, 11.9 M (39.0 FT) EAST OF
 AC5642'MILEPOST 24, 0.6 M (2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 AC5642'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0642 ***********************************************************************
 OT0642  DESIGNATION -  18 030.81
 OT0642  PID         -  OT0642
 OT0642  STATE/COUNTY-  SD/FALL RIVER
 OT0642  COUNTRY     -  US
 OT0642  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0642
 OT0642                         *CURRENT SURVEY CONTROL
 OT0642  ______________________________________________________________________
 OT0642* NAD 83(1986) POSITION- 43 25 07.59   (N) 103 34 12.95   (W)   HD_HELD1
 OT0642* NAVD 88 ORTHO HEIGHT -  1206.672 (meters)     3958.89  (feet) ADJUSTED
 OT0642  ______________________________________________________________________
 OT0642  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 OT0642  DYNAMIC HEIGHT  -       1206.143 (meters)     3957.15  (feet) COMP
 OT0642  MODELED GRAVITY -    980,138.7   (mgal)                       NAVD 88
 OT0642
 OT0642  VERT ORDER      -  FIRST     CLASS II
 OT0642
 OT0642.The horizontal coordinates were determined by differentially corrected
 OT0642.hand held GPS observations or other comparable positioning techniques
 OT0642.and have an estimated accuracy of +/- 3 meters.
 OT0642
 OT0642.The orthometric height was determined by differential leveling and
 OT0642.adjusted by the NATIONAL GEODETIC SURVEY
 OT0642.in June 1991.
 OT0642
 OT0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0642.GEOID18 height accuracy estimate available here.
 OT0642
 OT0642.Click photographs - Photos may exist for this station.
 OT0642
 OT0642.The dynamic height is computed by dividing the NAVD 88
 OT0642.geopotential number by the normal gravity value computed on the
 OT0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0642.degrees latitude (g = 980.6199 gals.).
 OT0642
 OT0642.The modeled gravity was interpolated from observed gravity values.
 OT0642
 OT0642;                    North         East    Units  Estimated Accuracy
 OT0642;SPC SD S     -   125,689.8     337,946.3     MT  (+/- 3 meters HH1 GPS) 
 OT0642
 OT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1574108313(NAD 83)
 OT0642
 OT0642                          SUPERSEDED SURVEY CONTROL
 OT0642
 OT0642.No superseded survey control is available for this station.
 OT0642
 OT0642_MARKER: DD = SURVEY DISK
 OT0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0642_STAMPING: 18-30.81 85
 OT0642_MARK LOGO: SDDT
 OT0642_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0642+STABILITY: SURFACE MOTION
 OT0642
 OT0642  HISTORY     - Date     Condition        Report By
 OT0642  HISTORY     - 1985     MONUMENTED       SDDT
 OT0642  HISTORY     - 1985     GOOD             NGS
 OT0642
 OT0642                          STATION DESCRIPTION
 OT0642
 OT0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0642'8.2 KM (5.1 MI) WEST FROM HOT SPRINGS.
 OT0642'8.25 KM (5.15 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US
 OT0642'HIGHWAY 385 AT HOT SPRINGS, IN THE EAST END OF A LONG SLOPING CUT, 0.3
 OT0642'KM (0.2 MI) WEST OF THE T JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO
 OT0642'A SMALL RANCH HOUSE AND MILEPOST 31, 22.7 METERS (74.5 FT) SOUTH OF
 OT0642'THE HIGHWAY CENTERLINE, 23.9 METERS (78.5 FT) WEST OF THE WEST END OF
 OT0642'A WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) NORTH OF THE
 OT0642'RIGHT-OF-WAY FENCE.
 OT0642'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0642'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0643 ***********************************************************************
 OT0643  DESIGNATION -  18 031.82
 OT0643  PID         -  OT0643
 OT0643  STATE/COUNTY-  SD/FALL RIVER
 OT0643  COUNTRY     -  US
 OT0643  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0643
 OT0643                         *CURRENT SURVEY CONTROL
 OT0643  ______________________________________________________________________
 OT0643* NAD 83(1986) POSITION- 43 25 07.74   (N) 103 33 01.45   (W)   HD_HELD1
 OT0643* NAVD 88 ORTHO HEIGHT -  1186.764 (meters)     3893.57  (feet) ADJUSTED
 OT0643  ______________________________________________________________________
 OT0643  GEOID HEIGHT    -        -15.313 (meters)                     GEOID18
 OT0643  DYNAMIC HEIGHT  -       1186.238 (meters)     3891.85  (feet) COMP
 OT0643  MODELED GRAVITY -    980,135.4   (mgal)                       NAVD 88
 OT0643
 OT0643  VERT ORDER      -  FIRST     CLASS II
 OT0643
 OT0643.The horizontal coordinates were determined by differentially corrected
 OT0643.hand held GPS observations or other comparable positioning techniques
 OT0643.and have an estimated accuracy of +/- 3 meters.
 OT0643
 OT0643.The orthometric height was determined by differential leveling and
 OT0643.adjusted by the NATIONAL GEODETIC SURVEY
 OT0643.in June 1991.
 OT0643
 OT0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0643.GEOID18 height accuracy estimate available here.
 OT0643
 OT0643.Click photographs - Photos may exist for this station.
 OT0643
 OT0643.The dynamic height is computed by dividing the NAVD 88
 OT0643.geopotential number by the normal gravity value computed on the
 OT0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0643.degrees latitude (g = 980.6199 gals.).
 OT0643
 OT0643.The modeled gravity was interpolated from observed gravity values.
 OT0643
 OT0643;                    North         East    Units  Estimated Accuracy
 OT0643;SPC SD S     -   125,632.0     339,553.6     MT  (+/- 3 meters HH1 GPS) 
 OT0643
 OT0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1734908345(NAD 83)
 OT0643
 OT0643                          SUPERSEDED SURVEY CONTROL
 OT0643
 OT0643.No superseded survey control is available for this station.
 OT0643
 OT0643_MARKER: DD = SURVEY DISK
 OT0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0643_STAMPING: 18-31.82 85
 OT0643_MARK LOGO: SDDT
 OT0643_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0643+STABILITY: SURFACE MOTION
 OT0643
 OT0643  HISTORY     - Date     Condition        Report By
 OT0643  HISTORY     - 1985     MONUMENTED       SDDT
 OT0643  HISTORY     - 1985     GOOD             NGS
 OT0643
 OT0643                          STATION DESCRIPTION
 OT0643
 OT0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0643'6.6 KM (4.1 MI) WEST FROM HOT SPRINGS.
 OT0643'6.65 KM (4.15 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US
 OT0643'HIGHWAY 385 AT HOT SPRINGS, AT A POWER LINE CROSSING, AT A
 OT0643'RIGHT-OF-WAY FENCE BRACE BETWEEN TWO WIRE GATES, 0.3 KM (0.2 MI) WEST
 OT0643'OF MILEPOST 32, 22.6 METERS (74 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OT0643'2.4 METERS (8 FT) EAST OF THE WEST GATE POST FOR A WIRE GATE,
 OT0643'2.4 METERS (8 FT) WEST OF THE EAST GATE POST FOR A WIRE GATE AND
 OT0643'0.5 METER (1.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 OT0643'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0643'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0651 ***********************************************************************
 OT0651  DESIGNATION -  18 043.79
 OT0651  PID         -  OT0651
 OT0651  STATE/COUNTY-  SD/FALL RIVER
 OT0651  COUNTRY     -  US
 OT0651  USGS QUAD   -  HOT SPRINGS (2017)
 OT0651
 OT0651                         *CURRENT SURVEY CONTROL
 OT0651  ______________________________________________________________________
 OT0651* NAD 83(1986) POSITION- 43 24 11.     (N) 103 24 52.     (W)   SCALED
 OT0651* NAVD 88 ORTHO HEIGHT -   979.207 (meters)     3212.62  (feet) ADJUSTED
 OT0651  ______________________________________________________________________
 OT0651  GEOID HEIGHT    -        -15.924 (meters)                     GEOID18
 OT0651  DYNAMIC HEIGHT  -        978.812 (meters)     3211.32  (feet) COMP
 OT0651  MODELED GRAVITY -    980,182.9   (mgal)                       NAVD 88
 OT0651
 OT0651  VERT ORDER      -  FIRST     CLASS II
 OT0651
 OT0651.The horizontal coordinates were scaled from a map and have
 OT0651.an estimated accuracy of +/- 6 seconds.
 OT0651
 OT0651.The orthometric height was determined by differential leveling and
 OT0651.adjusted by the NATIONAL GEODETIC SURVEY
 OT0651.in June 1991.
 OT0651
 OT0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0651.GEOID18 height accuracy estimate available here.
 OT0651
 OT0651.Click photographs - Photos may exist for this station.
 OT0651
 OT0651.The dynamic height is computed by dividing the NAVD 88
 OT0651.geopotential number by the normal gravity value computed on the
 OT0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0651.degrees latitude (g = 980.6199 gals.).
 OT0651
 OT0651.The modeled gravity was interpolated from observed gravity values.
 OT0651
 OT0651;                    North         East    Units  Estimated Accuracy
 OT0651;SPC SD S     -   123,470.      350,490.      MT  (+/- 180 meters Scaled)
 OT0651
 OT0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ283067(NAD 83)
 OT0651
 OT0651                          SUPERSEDED SURVEY CONTROL
 OT0651
 OT0651.No superseded survey control is available for this station.
 OT0651
 OT0651_MARKER: Z = SEE DESCRIPTION
 OT0651_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OT0651_STAMPING: 18-43.79
 OT0651_MARK LOGO: NONE
 OT0651_PROJECTION: FLUSH
 OT0651_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0651+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0651_ROD/PIPE-DEPTH: 6.4 meters
 OT0651
 OT0651  HISTORY     - Date     Condition        Report By
 OT0651  HISTORY     - UNK      MONUMENTED       SDDT
 OT0651  HISTORY     - 1985     GOOD             NGS
 OT0651  HISTORY     - 19931021 GOOD             NGS
 OT0651  HISTORY     - 19950410 GOOD             NGS
 OT0651
 OT0651                          STATION DESCRIPTION
 OT0651
 OT0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0651'6.7 KM (4.15 MI) SE FROM HOT SPRINGS.
 OT0651'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 OT0651'6.7 KM (4.2 MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR
 OT0651'JUNCTION AT HOT SPRINGS, MIDWAY BETWEEN TWO HIGHWAY BRIDGES, 1.45 KM
 OT0651'(0.9 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 79, 0.3 KM (0.2 MI)
 OT0651'WEST OF MILEPOST 44, 15.8 METERS (52 FT) SOUTH OF THE HIGHWAY
 OT0651'CENTERLINE, 88.2 METERS (289.5 FT) WEST OF THE SOUTHWEST CORNER OF THE
 OT0651'EAST ONE OF THE TWO BRIDGES AND 3.3 METERS (11 FT) NORTH OF THE
 OT0651'RIGHT-OF-WAY FENCE.  NOTE--MARK IS A 1-INCH GALVANIZED STEEL PIPE CAP
 OT0651'WELDED TO A 1-INCH GALVANIZED STEEL PIPE SET TO A DEPTH OF 21-FEET
 OT0651'WITH ACCESS TO BE HAD THROUGH A 4-INCH PLASTIC PIPE CAP, STAMPING
 OT0651'18-43.79 IS ON THE WEST EDGE OF THE PLASTIC COLLAR.
 OT0651'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 OT0651
 OT0651                          STATION RECOVERY (1993)
 OT0651
 OT0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0651'5.3 KM (3.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0651'U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 1.45 KM (0.90 MI) WEST OF THE
 OT0651'INTERSECTION OF STATE HIGHWAY 79, 300.0 M (984.2 FT) WEST OF MILEPOST
 OT0651'44, 88.2 M (289.4 FT) WEST OF THE SOUTHWEST CORNER OF A HIGHWAY
 OT0651'BRIDGE SPANNING THE FALL RIVER, 15.8 M (51.8 FT) SOUTH OF THE HIGHWAY
 OT0651'CENTERLINE, 3.3 M (10.8 FT) NORTH OF A FENCE, 0.8 M (2.6 FT) BELOW
 OT0651'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
 OT0651'NOTE--THE DATUM POINT IS A METAL PIPE CAP ATTACHED TO A 1-1/2 INCH
 OT0651'METAL PIPE ENCASED IN A 4-INCH PVC PIPE.  ACCESS TO THE DATUM POINT
 OT0651'IS THROUGH A PVC SCREW CAP.  THE STAMPING IS ON THE WEST EDGE OF THE
 OT0651'COLLAR OF THE CAP.
 OT0651
 OT0651                          STATION RECOVERY (1995)
 OT0651
 OT0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0651'5.3 KM (3.30 MI) EASTERLY ALONG U.S. HIGHWAYS 385 AND 18 FROM THE
 OT0651'JUNCTION OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 1.45 KM (0.90 MI)
 OT0651'WEST OF THE INTERSECTION OF STATE HIGHWAY 79 LEADING NORTH, 300.0 M
 OT0651'(984.2 FT) WEST OF MILEPOST 44, 88.2 M (289.4 FT) WEST OF THE
 OT0651'SOUTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING THE FALL RIVER, 15.8 M
 OT0651'(51.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.3 M (10.8 FT) NORTH OF A
 OT0651'FENCE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 OT0651'FT) EAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A PIPE CAP
 OT0651'ATTACHED TO A 1-1/2 INCH GALVANIZED METAL PIPE THAT IS ENCASED IN A
 OT0651'4-INCH PVC PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A PVC SCREW
 OT0651'CAP.  THE STAMPING IS ON THE WEST EDGE OF THE COLLAR OF THE SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0985 ***********************************************************************
 OT0985  DESIGNATION -  18 045.65
 OT0985  PID         -  OT0985
 OT0985  STATE/COUNTY-  SD/FALL RIVER
 OT0985  COUNTRY     -  US
 OT0985  USGS QUAD   -  HOT SPRINGS (2017)
 OT0985
 OT0985                         *CURRENT SURVEY CONTROL
 OT0985  ______________________________________________________________________
 OT0985* NAD 83(1986) POSITION- 43 23 12.1    (N) 103 24 16.5    (W)   HD_HELD2
 OT0985* NAVD 88 ORTHO HEIGHT -   938.652 (meters)     3079.56  (feet) ADJUSTED
 OT0985  ______________________________________________________________________
 OT0985  GEOID HEIGHT    -        -16.027 (meters)                     GEOID18
 OT0985  DYNAMIC HEIGHT  -        938.278 (meters)     3078.33  (feet) COMP
 OT0985  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 OT0985
 OT0985  VERT ORDER      -  FIRST     CLASS II
 OT0985
 OT0985.The horizontal coordinates were established by autonomous hand held GPS
 OT0985.observations and have an estimated accuracy of +/- 10 meters.
 OT0985
 OT0985.The orthometric height was determined by differential leveling and
 OT0985.adjusted by the NATIONAL GEODETIC SURVEY
 OT0985.in June 1994.
 OT0985
 OT0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0985.GEOID18 height accuracy estimate available here.
 OT0985
 OT0985.Click photographs - Photos may exist for this station.
 OT0985
 OT0985.The dynamic height is computed by dividing the NAVD 88
 OT0985.geopotential number by the normal gravity value computed on the
 OT0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0985.degrees latitude (g = 980.6199 gals.).
 OT0985
 OT0985.The modeled gravity was interpolated from observed gravity values.
 OT0985
 OT0985;                    North         East    Units  Estimated Accuracy
 OT0985;SPC SD S     -   121,619.      351,221.      MT  (+/- 10 meters HH2 GPS)
 OT0985
 OT0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2922204994(NAD 83)
 OT0985
 OT0985                          SUPERSEDED SURVEY CONTROL
 OT0985
 OT0985.No superseded survey control is available for this station.
 OT0985
 OT0985_MARKER: DD = SURVEY DISK
 OT0985_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0985_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0985_STAMPING: 18-45.65 1993
 OT0985_MARK LOGO: NONE
 OT0985_PROJECTION: FLUSH
 OT0985_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0985+STABILITY: POSITION/ELEVATION WELL
 OT0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0985+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 OT0985_ROD/PIPE-DEPTH: 6.4 meters
 OT0985_SLEEVE-DEPTH  : 3.0 meters
 OT0985
 OT0985  HISTORY     - Date     Condition        Report By
 OT0985  HISTORY     - 1993     MONUMENTED       SDDT
 OT0985  HISTORY     - 19931021 GOOD             NGS
 OT0985  HISTORY     - 20071025 GOOD             GEOCAC
 OT0985
 OT0985                          STATION DESCRIPTION
 OT0985
 OT0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0985'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0985'U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 1.6 KM (1.00 MI) SOUTH OF THE
 OT0985'INTERSECTION OF STATE HIGHWAY 79, 84.0 M (275.6 FT) NORTHWEST OF THE
 OT0985'NORTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING THE CHEYENNE RIVER,
 OT0985'30.0 M (98.4 FT) WEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) BELOW
 OT0985'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST
 OT0985'AND FENCE.  NOTE--THE DATUM POINT IS A METAL PIPE CAP ATTACHED TO A
 OT0985'1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PVC PIPE.  ACCESS TO THE
 OT0985'DATUM POINT IS THROUGH A PVC SCREW CAP.  THE STAMPING IS ON THE PVC
 OT0985'CAP.
 OT0985
 OT0985                          STATION RECOVERY (2007)
 OT0985
 OT0985'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0984 ***********************************************************************
 OT0984  DESIGNATION -  18 046.80
 OT0984  PID         -  OT0984
 OT0984  STATE/COUNTY-  SD/FALL RIVER
 OT0984  COUNTRY     -  US
 OT0984  USGS QUAD   -  ANGOSTURA RESERVOIR (2017)
 OT0984
 OT0984                         *CURRENT SURVEY CONTROL
 OT0984  ______________________________________________________________________
 OT0984* NAD 83(1986) POSITION- 43 22 12.     (N) 103 23 50.     (W)   SCALED
 OT0984* NAVD 88 ORTHO HEIGHT -   961.756 (meters)     3155.36  (feet) ADJUSTED
 OT0984  ______________________________________________________________________
 OT0984  GEOID HEIGHT    -        -16.105 (meters)                     GEOID18
 OT0984  DYNAMIC HEIGHT  -        961.367 (meters)     3154.08  (feet) COMP
 OT0984  MODELED GRAVITY -    980,182.3   (mgal)                       NAVD 88
 OT0984
 OT0984  VERT ORDER      -  FIRST     CLASS II
 OT0984
 OT0984.The horizontal coordinates were scaled from a map and have
 OT0984.an estimated accuracy of +/- 6 seconds.
 OT0984
 OT0984.The orthometric height was determined by differential leveling and
 OT0984.adjusted by the NATIONAL GEODETIC SURVEY
 OT0984.in June 1994.
 OT0984
 OT0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0984.GEOID18 height accuracy estimate available here.
 OT0984
 OT0984.Click photographs - Photos may exist for this station.
 OT0984
 OT0984.The dynamic height is computed by dividing the NAVD 88
 OT0984.geopotential number by the normal gravity value computed on the
 OT0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0984.degrees latitude (g = 980.6199 gals.).
 OT0984
 OT0984.The modeled gravity was interpolated from observed gravity values.
 OT0984
 OT0984;                    North         East    Units  Estimated Accuracy
 OT0984;SPC SD S     -   119,740.      351,750.      MT  (+/- 180 meters Scaled)
 OT0984
 OT0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ298031(NAD 83)
 OT0984
 OT0984                          SUPERSEDED SURVEY CONTROL
 OT0984
 OT0984.No superseded survey control is available for this station.
 OT0984
 OT0984_MARKER: DB = BENCH MARK DISK
 OT0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0984_STAMPING: 18-46.80 1993
 OT0984_MARK LOGO: SDDT
 OT0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0984+STABILITY: SURFACE MOTION
 OT0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0984+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0984
 OT0984  HISTORY     - Date     Condition        Report By
 OT0984  HISTORY     - 1993     MONUMENTED       SDDT
 OT0984  HISTORY     - 19930919 GOOD             NGS
 OT0984
 OT0984                          STATION DESCRIPTION
 OT0984
 OT0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0984'10.2 KM (6.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0984'OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 1.4 KM (0.85 MI) SOUTH OF
 OT0984'MILEPOST 46, 0.3 KM (0.20 MI) NORTH OF THE HOT SPRINGS AIRPORT
 OT0984'ENTRANCE ROAD, 33.3 M (109.3 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 OT0984'CENTERLINE, 11.8 M (38.7 FT) WEST OF A FENCE, 7.0 M (23.0 FT) WEST OF
 OT0984'A UTILITY POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT) WEST OF A WITNESS
 OT0984'POST, 0.6 M (2.0 FT) SOUTHEAST OF A METAL GUARD POST, 0.6 M (2.0 FT)
 OT0984'NORTHEAST OF A METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 OT0984'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0983 ***********************************************************************
 OT0983  DESIGNATION -  18 047.65
 OT0983  PID         -  OT0983
 OT0983  STATE/COUNTY-  SD/FALL RIVER
 OT0983  COUNTRY     -  US
 OT0983  USGS QUAD   -  ANGOSTURA RESERVOIR (2017)
 OT0983
 OT0983                         *CURRENT SURVEY CONTROL
 OT0983  ______________________________________________________________________
 OT0983* NAD 83(1986) POSITION- 43 21 31.     (N) 103 23 43.     (W)   SCALED
 OT0983* NAVD 88 ORTHO HEIGHT -   960.987 (meters)     3152.84  (feet) ADJUSTED
 OT0983  ______________________________________________________________________
 OT0983  GEOID HEIGHT    -        -16.137 (meters)                     GEOID18
 OT0983  DYNAMIC HEIGHT  -        960.595 (meters)     3151.55  (feet) COMP
 OT0983  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 OT0983
 OT0983  VERT ORDER      -  FIRST     CLASS II
 OT0983
 OT0983.The horizontal coordinates were scaled from a map and have
 OT0983.an estimated accuracy of +/- 6 seconds.
 OT0983
 OT0983.The orthometric height was determined by differential leveling and
 OT0983.adjusted by the NATIONAL GEODETIC SURVEY
 OT0983.in June 1994.
 OT0983
 OT0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0983.GEOID18 height accuracy estimate available here.
 OT0983
 OT0983.Click photographs - Photos may exist for this station.
 OT0983
 OT0983.The dynamic height is computed by dividing the NAVD 88
 OT0983.geopotential number by the normal gravity value computed on the
 OT0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0983.degrees latitude (g = 980.6199 gals.).
 OT0983
 OT0983.The modeled gravity was interpolated from observed gravity values.
 OT0983
 OT0983;                    North         East    Units  Estimated Accuracy
 OT0983;SPC SD S     -   118,470.      351,860.      MT  (+/- 180 meters Scaled)
 OT0983
 OT0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ300018(NAD 83)
 OT0983
 OT0983                          SUPERSEDED SURVEY CONTROL
 OT0983
 OT0983.No superseded survey control is available for this station.
 OT0983
 OT0983_MARKER: DB = BENCH MARK DISK
 OT0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0983_STAMPING: 18-47.65 1993
 OT0983_MARK LOGO: SDDT
 OT0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0983+STABILITY: SURFACE MOTION
 OT0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0983+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0983
 OT0983  HISTORY     - Date     Condition        Report By
 OT0983  HISTORY     - 1993     MONUMENTED       SDDT
 OT0983  HISTORY     - 19930919 GOOD             NGS
 OT0983
 OT0983                          STATION DESCRIPTION
 OT0983
 OT0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0983'11.5 KM (7.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0983'OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 1.1 KM (0.70 MI) SOUTHEAST
 OT0983'OF MILEPOST 47, 0.4 KM (0.25 MI) SOUTH OF A PAVED CROSSROAD, 26.5 M
 OT0983'(86.9 FT) EAST OF THE HIGHWAY CENTERLINE, 21.4 M (70.2 FT) NORTHEAST
 OT0983'OF THE EAST END OF A PIPE CULVERT, 7.0 M (23.0 FT) SOUTH OD THE
 OT0983'CENTER OF A FIELD ENTRANCE, 4.2 M (13.8 FT) WEST OF A FENCE CORNER,
 OT0983'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTH
 OT0983'OF A WITNESS POST AND FENCE, 0.7 M (2.3 FT) SOUTH OF A METAL GUARD
 OT0983'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OT0983'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0982 ***********************************************************************
 OT0982  DESIGNATION -  18 048.70
 OT0982  PID         -  OT0982
 OT0982  STATE/COUNTY-  SD/FALL RIVER
 OT0982  COUNTRY     -  US
 OT0982  USGS QUAD   -  ANGOSTURA RESERVOIR (2017)
 OT0982
 OT0982                         *CURRENT SURVEY CONTROL
 OT0982  ______________________________________________________________________
 OT0982* NAD 83(1986) POSITION- 43 20 49.     (N) 103 23 14.     (W)   SCALED
 OT0982* NAVD 88 ORTHO HEIGHT -   992.603 (meters)     3256.57  (feet) ADJUSTED
 OT0982  ______________________________________________________________________
 OT0982  GEOID HEIGHT    -        -16.191 (meters)                     GEOID18
 OT0982  DYNAMIC HEIGHT  -        992.197 (meters)     3255.23  (feet) COMP
 OT0982  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 OT0982
 OT0982  VERT ORDER      -  FIRST     CLASS II
 OT0982
 OT0982.The horizontal coordinates were scaled from a map and have
 OT0982.an estimated accuracy of +/- 6 seconds.
 OT0982
 OT0982.The orthometric height was determined by differential leveling and
 OT0982.adjusted by the NATIONAL GEODETIC SURVEY
 OT0982.in June 1994.
 OT0982
 OT0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0982.GEOID18 height accuracy estimate available here.
 OT0982
 OT0982.Click photographs - Photos may exist for this station.
 OT0982
 OT0982.The dynamic height is computed by dividing the NAVD 88
 OT0982.geopotential number by the normal gravity value computed on the
 OT0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0982.degrees latitude (g = 980.6199 gals.).
 OT0982
 OT0982.The modeled gravity was interpolated from observed gravity values.
 OT0982
 OT0982;                    North         East    Units  Estimated Accuracy
 OT0982;SPC SD S     -   117,150.      352,470.      MT  (+/- 180 meters Scaled)
 OT0982
 OT0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ307006(NAD 83)
 OT0982
 OT0982                          SUPERSEDED SURVEY CONTROL
 OT0982
 OT0982.No superseded survey control is available for this station.
 OT0982
 OT0982_MARKER: DB = BENCH MARK DISK
 OT0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0982_STAMPING: 18-48.70 1993
 OT0982_MARK LOGO: SDDT
 OT0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0982+STABILITY: SURFACE MOTION
 OT0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0982+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0982
 OT0982  HISTORY     - Date     Condition        Report By
 OT0982  HISTORY     - 1993     MONUMENTED       SDDT
 OT0982  HISTORY     - 19930919 GOOD             NGS
 OT0982
 OT0982                          STATION DESCRIPTION
 OT0982
 OT0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0982'13.0 KM (8.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0982'OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 0.9 KM (0.55 MI) SOUTHEAST
 OT0982'OF MILEPOST 48, 29.7 M (97.4 FT) NORTHEAST OF AND LEVEL WITH THE
 OT0982'HIGHWAY CENTERLINE, 27.7 M (90.9 FT) NORTH OF THE CENTER OF COUNTY
 OT0982'ROAD 1 A, 18.7 M (61.4 FT) NORTHWEST OF A FENCE CORNER, 0.7 M (2.3
 OT0982'FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) NORTHEAST
 OT0982'OF A METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 OT0982'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0981 ***********************************************************************
 OT0981  DESIGNATION -  18 049.85
 OT0981  PID         -  OT0981
 OT0981  STATE/COUNTY-  SD/FALL RIVER
 OT0981  COUNTRY     -  US
 OT0981  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0981
 OT0981                         *CURRENT SURVEY CONTROL
 OT0981  ______________________________________________________________________
 OT0981* NAD 83(1986) POSITION- 43 20 00.58   (N) 103 22 20.32   (W)   HD_HELD1
 OT0981* NAVD 88 ORTHO HEIGHT -  1007.967 (meters)     3306.97  (feet) ADJUSTED
 OT0981  ______________________________________________________________________
 OT0981  GEOID HEIGHT    -        -16.270 (meters)                     GEOID18
 OT0981  DYNAMIC HEIGHT  -       1007.552 (meters)     3305.61  (feet) COMP
 OT0981  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 OT0981
 OT0981  VERT ORDER      -  FIRST     CLASS II
 OT0981
 OT0981.The horizontal coordinates were determined by differentially corrected
 OT0981.hand held GPS observations or other comparable positioning techniques
 OT0981.and have an estimated accuracy of +/- 3 meters.
 OT0981
 OT0981.The orthometric height was determined by differential leveling and
 OT0981.adjusted by the NATIONAL GEODETIC SURVEY
 OT0981.in June 1994.
 OT0981
 OT0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0981.GEOID18 height accuracy estimate available here.
 OT0981
 OT0981.Click photographs - Photos may exist for this station.
 OT0981
 OT0981.The dynamic height is computed by dividing the NAVD 88
 OT0981.geopotential number by the normal gravity value computed on the
 OT0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0981.degrees latitude (g = 980.6199 gals.).
 OT0981
 OT0981.The modeled gravity was interpolated from observed gravity values.
 OT0981
 OT0981;                    North         East    Units  Estimated Accuracy
 OT0981;SPC SD S     -   115,616.8     353,618.1     MT  (+/- 3 meters HH1 GPS) 
 OT0981
 OT0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3195199136(NAD 83)
 OT0981
 OT0981                          SUPERSEDED SURVEY CONTROL
 OT0981
 OT0981.No superseded survey control is available for this station.
 OT0981
 OT0981_MARKER: DB = BENCH MARK DISK
 OT0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0981_STAMPING: 18-49.85 1993
 OT0981_MARK LOGO: SDDT
 OT0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0981+STABILITY: SURFACE MOTION
 OT0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0981+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0981
 OT0981  HISTORY     - Date     Condition        Report By
 OT0981  HISTORY     - 1993     MONUMENTED       SDDT
 OT0981  HISTORY     - 19930919 GOOD             NGS
 OT0981
 OT0981                          STATION DESCRIPTION
 OT0981
 OT0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0981'14.9 KM (9.25 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0981'OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 1.3 KM (0.80 MI) SOUTHEAST
 OT0981'OF MILEPOST 49, 376.0 M (1233.6 FT) NORTHWEST OF MILEPOST 50, 30.2 M
 OT0981'(99.1 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.4 M
 OT0981'(1.3 FT) NORTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTHEAST OF A
 OT0981'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OT0981'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0980 ***********************************************************************
 OT0980  DESIGNATION -  18 050.70
 OT0980  PID         -  OT0980
 OT0980  STATE/COUNTY-  SD/FALL RIVER
 OT0980  COUNTRY     -  US
 OT0980  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0980
 OT0980                         *CURRENT SURVEY CONTROL
 OT0980  ______________________________________________________________________
 OT0980* NAD 83(1986) POSITION- 43 19 23.     (N) 103 21 38.     (W)   SCALED
 OT0980* NAVD 88 ORTHO HEIGHT -  1028.170 (meters)     3373.25  (feet) ADJUSTED
 OT0980  ______________________________________________________________________
 OT0980  GEOID HEIGHT    -        -16.329 (meters)                     GEOID18
 OT0980  DYNAMIC HEIGHT  -       1027.744 (meters)     3371.86  (feet) COMP
 OT0980  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 OT0980
 OT0980  VERT ORDER      -  FIRST     CLASS II
 OT0980
 OT0980.The horizontal coordinates were scaled from a map and have
 OT0980.an estimated accuracy of +/- 6 seconds.
 OT0980
 OT0980.The orthometric height was determined by differential leveling and
 OT0980.adjusted by the NATIONAL GEODETIC SURVEY
 OT0980.in June 1994.
 OT0980
 OT0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0980.GEOID18 height accuracy estimate available here.
 OT0980
 OT0980.Click photographs - Photos may exist for this station.
 OT0980
 OT0980.The dynamic height is computed by dividing the NAVD 88
 OT0980.geopotential number by the normal gravity value computed on the
 OT0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0980.degrees latitude (g = 980.6199 gals.).
 OT0980
 OT0980.The modeled gravity was interpolated from observed gravity values.
 OT0980
 OT0980;                    North         East    Units  Estimated Accuracy
 OT0980;SPC SD S     -   114,420.      354,530.      MT  (+/- 180 meters Scaled)
 OT0980
 OT0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH329979(NAD 83)
 OT0980
 OT0980                          SUPERSEDED SURVEY CONTROL
 OT0980
 OT0980.No superseded survey control is available for this station.
 OT0980
 OT0980_MARKER: DB = BENCH MARK DISK
 OT0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0980_STAMPING: 18-50.70 1993
 OT0980_MARK LOGO: SDDT
 OT0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0980+STABILITY: SURFACE MOTION
 OT0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0980+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0980
 OT0980  HISTORY     - Date     Condition        Report By
 OT0980  HISTORY     - 1993     MONUMENTED       SDDT
 OT0980  HISTORY     - 19930919 GOOD             NGS
 OT0980
 OT0980                          STATION DESCRIPTION
 OT0980
 OT0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0980'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0980'OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, 1.1 KM (0.70 MI) SOUTHEAST
 OT0980'OF MILEPOST 50, 30.2 M (99.1 FT) SOUTHWEST OF AND LEVEL WITH THE
 OT0980'HIGHWAY CENTERLINE, 24.2 M (79.4 FT) WEST OF THE SOUTHWEST END OF A
 OT0980'PIPE CULVERT, 4.3 M (14.1 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 OT0980'WARNING SIGN, 0.4 M (1.3 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0 FT)
 OT0980'NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 OT0980'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0979 ***********************************************************************
 OT0979  DESIGNATION -  18 051.75
 OT0979  PID         -  OT0979
 OT0979  STATE/COUNTY-  SD/FALL RIVER
 OT0979  COUNTRY     -  US
 OT0979  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0979
 OT0979                         *CURRENT SURVEY CONTROL
 OT0979  ______________________________________________________________________
 OT0979* NAD 83(1986) POSITION- 43 18 41.     (N) 103 20 54.     (W)   SCALED
 OT0979* NAVD 88 ORTHO HEIGHT -  1034.967 (meters)     3395.55  (feet) ADJUSTED
 OT0979  ______________________________________________________________________
 OT0979  GEOID HEIGHT    -        -16.393 (meters)                     GEOID18
 OT0979  DYNAMIC HEIGHT  -       1034.533 (meters)     3394.13  (feet) COMP
 OT0979  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 OT0979
 OT0979  VERT ORDER      -  FIRST     CLASS II
 OT0979
 OT0979.The horizontal coordinates were scaled from a map and have
 OT0979.an estimated accuracy of +/- 6 seconds.
 OT0979
 OT0979.The orthometric height was determined by differential leveling and
 OT0979.adjusted by the NATIONAL GEODETIC SURVEY
 OT0979.in June 1994.
 OT0979
 OT0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0979.GEOID18 height accuracy estimate available here.
 OT0979
 OT0979.Click photographs - Photos may exist for this station.
 OT0979
 OT0979.The dynamic height is computed by dividing the NAVD 88
 OT0979.geopotential number by the normal gravity value computed on the
 OT0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0979.degrees latitude (g = 980.6199 gals.).
 OT0979
 OT0979.The modeled gravity was interpolated from observed gravity values.
 OT0979
 OT0979;                    North         East    Units  Estimated Accuracy
 OT0979;SPC SD S     -   113,090.      355,470.      MT  (+/- 180 meters Scaled)
 OT0979
 OT0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH339967(NAD 83)
 OT0979
 OT0979                          SUPERSEDED SURVEY CONTROL
 OT0979
 OT0979.No superseded survey control is available for this station.
 OT0979
 OT0979_MARKER: Z = SEE DESCRIPTION
 OT0979_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0979_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0979_STAMPING: 18-51.75 1993
 OT0979_MARK LOGO: NGS
 OT0979_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0979_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0979+STABILITY: POSITION/ELEVATION WELL
 OT0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0979+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0979_ROD/PIPE-DEPTH: 6.4 meters
 OT0979_SLEEVE-DEPTH  : 3.0 meters
 OT0979
 OT0979  HISTORY     - Date     Condition        Report By
 OT0979  HISTORY     - 1993     MONUMENTED       SDDT
 OT0979  HISTORY     - 19930919 GOOD             NGS
 OT0979
 OT0979                          STATION DESCRIPTION
 OT0979
 OT0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0979'17.7 KM (11.00 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0979'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.0 KM (0.60 MI) SOUTHEAST
 OT0979'OF MILEPOST 51, 30.2 M (99.1 FT) SOUTHWEST OF AND LEVEL WITH THE
 OT0979'HIGHWAY CENTERLINE, 0.7 M (2.3 FT) NORTHEAST OF A FENCE, 0.3 M (1.0
 OT0979'FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 OT0979'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OT0979'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OT0979'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OT0979'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0978 ***********************************************************************
 OT0978  DESIGNATION -  18 052.75
 OT0978  PID         -  OT0978
 OT0978  STATE/COUNTY-  SD/FALL RIVER
 OT0978  COUNTRY     -  US
 OT0978  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0978
 OT0978                         *CURRENT SURVEY CONTROL
 OT0978  ______________________________________________________________________
 OT0978* NAD 83(1986) POSITION- 43 18 02.     (N) 103 20 06.     (W)   SCALED
 OT0978* NAVD 88 ORTHO HEIGHT -  1031.870 (meters)     3385.39  (feet) ADJUSTED
 OT0978  ______________________________________________________________________
 OT0978  GEOID HEIGHT    -        -16.460 (meters)                     GEOID18
 OT0978  DYNAMIC HEIGHT  -       1031.432 (meters)     3383.96  (feet) COMP
 OT0978  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 OT0978
 OT0978  VERT ORDER      -  FIRST     CLASS II
 OT0978
 OT0978.The horizontal coordinates were scaled from a map and have
 OT0978.an estimated accuracy of +/- 6 seconds.
 OT0978
 OT0978.The orthometric height was determined by differential leveling and
 OT0978.adjusted by the NATIONAL GEODETIC SURVEY
 OT0978.in June 1994.
 OT0978
 OT0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0978.GEOID18 height accuracy estimate available here.
 OT0978
 OT0978.Click photographs - Photos may exist for this station.
 OT0978
 OT0978.The dynamic height is computed by dividing the NAVD 88
 OT0978.geopotential number by the normal gravity value computed on the
 OT0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0978.degrees latitude (g = 980.6199 gals.).
 OT0978
 OT0978.The modeled gravity was interpolated from observed gravity values.
 OT0978
 OT0978;                    North         East    Units  Estimated Accuracy
 OT0978;SPC SD S     -   111,850.      356,510.      MT  (+/- 180 meters Scaled)
 OT0978
 OT0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH350955(NAD 83)
 OT0978
 OT0978                          SUPERSEDED SURVEY CONTROL
 OT0978
 OT0978.No superseded survey control is available for this station.
 OT0978
 OT0978_MARKER: DB = BENCH MARK DISK
 OT0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0978_STAMPING: 18-52.75 1993
 OT0978_MARK LOGO: SDDT
 OT0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0978+STABILITY: SURFACE MOTION
 OT0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0978+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0978
 OT0978  HISTORY     - Date     Condition        Report By
 OT0978  HISTORY     - 1993     MONUMENTED       SDDT
 OT0978  HISTORY     - 19931021 GOOD             NGS
 OT0978
 OT0978                          STATION DESCRIPTION
 OT0978
 OT0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0978'15.5 KM (9.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0978'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) SOUTHEAST
 OT0978'OF MILEPOST 52, 30.2 M (99.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OT0978'22.7 M (74.5 FT) NORTHWEST OF A CABLE OUTLET, 1.7 M (5.6 FT) BELOW
 OT0978'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST
 OT0978'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0977 ***********************************************************************
 OT0977  DESIGNATION -  18 053.85
 OT0977  PID         -  OT0977
 OT0977  STATE/COUNTY-  SD/FALL RIVER
 OT0977  COUNTRY     -  US
 OT0977  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0977
 OT0977                         *CURRENT SURVEY CONTROL
 OT0977  ______________________________________________________________________
 OT0977* NAD 83(1986) POSITION- 43 17 18.40   (N) 103 19 16.50   (W)   HD_HELD1
 OT0977* NAVD 88 ORTHO HEIGHT -  1018.926 (meters)     3342.93  (feet) ADJUSTED
 OT0977  ______________________________________________________________________
 OT0977  GEOID HEIGHT    -        -16.532 (meters)                     GEOID18
 OT0977  DYNAMIC HEIGHT  -       1018.488 (meters)     3341.49  (feet) COMP
 OT0977  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 OT0977
 OT0977  VERT ORDER      -  FIRST     CLASS II
 OT0977
 OT0977.The horizontal coordinates were determined by differentially corrected
 OT0977.hand held GPS observations or other comparable positioning techniques
 OT0977.and have an estimated accuracy of +/- 3 meters.
 OT0977
 OT0977.The orthometric height was determined by differential leveling and
 OT0977.adjusted by the NATIONAL GEODETIC SURVEY
 OT0977.in June 1994.
 OT0977
 OT0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0977.GEOID18 height accuracy estimate available here.
 OT0977
 OT0977.Click photographs - Photos may exist for this station.
 OT0977
 OT0977.The dynamic height is computed by dividing the NAVD 88
 OT0977.geopotential number by the normal gravity value computed on the
 OT0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0977.degrees latitude (g = 980.6199 gals.).
 OT0977
 OT0977.The modeled gravity was interpolated from observed gravity values.
 OT0977
 OT0977;                    North         East    Units  Estimated Accuracy
 OT0977;SPC SD S     -   110,465.3     357,576.0     MT  (+/- 3 meters HH1 GPS) 
 OT0977
 OT0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3619194215(NAD 83)
 OT0977
 OT0977                          SUPERSEDED SURVEY CONTROL
 OT0977
 OT0977.No superseded survey control is available for this station.
 OT0977
 OT0977_MARKER: DB = BENCH MARK DISK
 OT0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0977_STAMPING: 18-53.85 1993
 OT0977_MARK LOGO: SDDT
 OT0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0977+STABILITY: SURFACE MOTION
 OT0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0977+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0977
 OT0977  HISTORY     - Date     Condition        Report By
 OT0977  HISTORY     - 1993     MONUMENTED       SDDT
 OT0977  HISTORY     - 19931021 GOOD             NGS
 OT0977
 OT0977                          STATION DESCRIPTION
 OT0977
 OT0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0977'13.6 KM (8.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0977'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.35 KM (0.85 MI)
 OT0977'SOUTHEAST OF MILEPOST 53, 256.0 M (839.9 FT) NORTHWEST OF MILEPOST
 OT0977'54, 79.0 M (259.2 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE,
 OT0977'30.2 M (99.1 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 OT0977'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE
 OT0977'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0976 ***********************************************************************
 OT0976  DESIGNATION -  18 054.65
 OT0976  PID         -  OT0976
 OT0976  STATE/COUNTY-  SD/FALL RIVER
 OT0976  COUNTRY     -  US
 OT0976  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0976
 OT0976                         *CURRENT SURVEY CONTROL
 OT0976  ______________________________________________________________________
 OT0976* NAD 83(1986) POSITION- 43 16 42.     (N) 103 18 41.     (W)   SCALED
 OT0976* NAVD 88 ORTHO HEIGHT -  1019.292 (meters)     3344.13  (feet) ADJUSTED
 OT0976  ______________________________________________________________________
 OT0976  GEOID HEIGHT    -        -16.584 (meters)                     GEOID18
 OT0976  DYNAMIC HEIGHT  -       1018.851 (meters)     3342.68  (feet) COMP
 OT0976  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 OT0976
 OT0976  VERT ORDER      -  FIRST     CLASS II
 OT0976
 OT0976.The horizontal coordinates were scaled from a map and have
 OT0976.an estimated accuracy of +/- 6 seconds.
 OT0976
 OT0976.The orthometric height was determined by differential leveling and
 OT0976.adjusted by the NATIONAL GEODETIC SURVEY
 OT0976.in June 1994.
 OT0976
 OT0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0976.GEOID18 height accuracy estimate available here.
 OT0976
 OT0976.Click photographs - Photos may exist for this station.
 OT0976
 OT0976.The dynamic height is computed by dividing the NAVD 88
 OT0976.geopotential number by the normal gravity value computed on the
 OT0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0976.degrees latitude (g = 980.6199 gals.).
 OT0976
 OT0976.The modeled gravity was interpolated from observed gravity values.
 OT0976
 OT0976;                    North         East    Units  Estimated Accuracy
 OT0976;SPC SD S     -   109,310.      358,340.      MT  (+/- 180 meters Scaled)
 OT0976
 OT0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH370931(NAD 83)
 OT0976
 OT0976                          SUPERSEDED SURVEY CONTROL
 OT0976
 OT0976.No superseded survey control is available for this station.
 OT0976
 OT0976_MARKER: DB = BENCH MARK DISK
 OT0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0976_STAMPING: 18-54.65 1993
 OT0976_MARK LOGO: SDDT
 OT0976_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0976+STABILITY: SURFACE MOTION
 OT0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0976+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0976
 OT0976  HISTORY     - Date     Condition        Report By
 OT0976  HISTORY     - 1993     MONUMENTED       SDDT
 OT0976  HISTORY     - 19931021 GOOD             NGS
 OT0976
 OT0976                          STATION DESCRIPTION
 OT0976
 OT0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0976'12.4 KM (7.70 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0976'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.0 KM (0.60 MI) SOUTHEAST
 OT0976'OF MILEPOST 54, 32.2 M (105.6 FT) SOUTHWEST OF AND LEVEL WITH THE
 OT0976'HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTHEAST OF A RIGHT-OF-WAY POST,
 OT0976'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE
 OT0976'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0975 ***********************************************************************
 OT0975  DESIGNATION -  18 055.65
 OT0975  PID         -  OT0975
 OT0975  STATE/COUNTY-  SD/FALL RIVER
 OT0975  COUNTRY     -  US
 OT0975  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0975
 OT0975                         *CURRENT SURVEY CONTROL
 OT0975  ______________________________________________________________________
 OT0975* NAD 83(1986) POSITION- 43 15 51.     (N) 103 18 30.     (W)   SCALED
 OT0975* NAVD 88 ORTHO HEIGHT -  1004.115 (meters)     3294.33  (feet) ADJUSTED
 OT0975  ______________________________________________________________________
 OT0975  GEOID HEIGHT    -        -16.619 (meters)                     GEOID18
 OT0975  DYNAMIC HEIGHT  -       1003.679 (meters)     3292.90  (feet) COMP
 OT0975  MODELED GRAVITY -    980,151.6   (mgal)                       NAVD 88
 OT0975
 OT0975  VERT ORDER      -  FIRST     CLASS II
 OT0975
 OT0975.The horizontal coordinates were scaled from a map and have
 OT0975.an estimated accuracy of +/- 6 seconds.
 OT0975
 OT0975.The orthometric height was determined by differential leveling and
 OT0975.adjusted by the NATIONAL GEODETIC SURVEY
 OT0975.in June 1994.
 OT0975
 OT0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0975.GEOID18 height accuracy estimate available here.
 OT0975
 OT0975.Click photographs - Photos may exist for this station.
 OT0975
 OT0975.The dynamic height is computed by dividing the NAVD 88
 OT0975.geopotential number by the normal gravity value computed on the
 OT0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0975.degrees latitude (g = 980.6199 gals.).
 OT0975
 OT0975.The modeled gravity was interpolated from observed gravity values.
 OT0975
 OT0975;                    North         East    Units  Estimated Accuracy
 OT0975;SPC SD S     -   107,730.      358,530.      MT  (+/- 180 meters Scaled)
 OT0975
 OT0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH372915(NAD 83)
 OT0975
 OT0975                          SUPERSEDED SURVEY CONTROL
 OT0975
 OT0975.No superseded survey control is available for this station.
 OT0975
 OT0975_MARKER: DB = BENCH MARK DISK
 OT0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0975_STAMPING: 18-55.65 1993
 OT0975_MARK LOGO: SDDT
 OT0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0975+STABILITY: SURFACE MOTION
 OT0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0975+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0975
 OT0975  HISTORY     - Date     Condition        Report By
 OT0975  HISTORY     - 1993     MONUMENTED       SDDT
 OT0975  HISTORY     - 19931021 GOOD             NGS
 OT0975
 OT0975                          STATION DESCRIPTION
 OT0975
 OT0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0975'10.8 KM (6.70 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0975'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.4 KM (0.85 MI) NORTHWEST
 OT0975'OF A HIGHWAY BRIDGE SPANNING HORSEHEAD CREEK, 1.0 KM (0.60 MI)
 OT0975'SOUTHEAST OF MILEPOST 55, 29.9 M (98.1 FT) WEST OF THE HIGHWAY
 OT0975'CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OT0975'FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 OT0975'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0974 ***********************************************************************
 OT0974  DESIGNATION -  18 056.65
 OT0974  PID         -  OT0974
 OT0974  STATE/COUNTY-  SD/FALL RIVER
 OT0974  COUNTRY     -  US
 OT0974  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0974
 OT0974                         *CURRENT SURVEY CONTROL
 OT0974  ______________________________________________________________________
 OT0974* NAD 83(1986) POSITION- 43 15 05.58   (N) 103 18 21.94   (W)   HD_HELD1
 OT0974* NAVD 88 ORTHO HEIGHT -   991.583 (meters)     3253.22  (feet) ADJUSTED
 OT0974  ______________________________________________________________________
 OT0974  GEOID HEIGHT    -        -16.648 (meters)                     GEOID18
 OT0974  DYNAMIC HEIGHT  -        991.150 (meters)     3251.80  (feet) COMP
 OT0974  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 OT0974
 OT0974  VERT ORDER      -  FIRST     CLASS II
 OT0974
 OT0974.The horizontal coordinates were determined by differentially corrected
 OT0974.hand held GPS observations or other comparable positioning techniques
 OT0974.and have an estimated accuracy of +/- 3 meters.
 OT0974
 OT0974.The orthometric height was determined by differential leveling and
 OT0974.adjusted by the NATIONAL GEODETIC SURVEY
 OT0974.in June 1994.
 OT0974
 OT0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0974.GEOID18 height accuracy estimate available here.
 OT0974
 OT0974.Click photographs - Photos may exist for this station.
 OT0974
 OT0974.The dynamic height is computed by dividing the NAVD 88
 OT0974.geopotential number by the normal gravity value computed on the
 OT0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0974.degrees latitude (g = 980.6199 gals.).
 OT0974
 OT0974.The modeled gravity was interpolated from observed gravity values.
 OT0974
 OT0974;                    North         East    Units  Estimated Accuracy
 OT0974;SPC SD S     -   106,325.2     358,658.5     MT  (+/- 3 meters HH1 GPS) 
 OT0974
 OT0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3750490142(NAD 83)
 OT0974
 OT0974                          SUPERSEDED SURVEY CONTROL
 OT0974
 OT0974.No superseded survey control is available for this station.
 OT0974
 OT0974_MARKER: Z = SEE DESCRIPTION
 OT0974_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0974_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0974_STAMPING: 18-56.65 1993
 OT0974_MARK LOGO: NGS
 OT0974_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0974_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0974+STABILITY: POSITION/ELEVATION WELL
 OT0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0974+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0974_ROD/PIPE-DEPTH: 6.4 meters
 OT0974_SLEEVE-DEPTH  : 3.0 meters
 OT0974
 OT0974  HISTORY     - Date     Condition        Report By
 OT0974  HISTORY     - 1993     MONUMENTED       SDDT
 OT0974  HISTORY     - 19930919 GOOD             NGS
 OT0974
 OT0974                          STATION DESCRIPTION
 OT0974
 OT0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0974'9.2 KM (5.70 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0974'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.0 KM (0.60 MI) SOUTHEAST
 OT0974'OF MILEPOST 56, 200.0 M (656.2 FT) SOUTH OF A HIGHWAY BRIDGE SPANNING
 OT0974'HORSEHEAD CREEK, 28.0 M (91.9 FT) WEST OF THE HIGHWAY CENTERLINE, 9.6
 OT0974'M (31.5 FT) SOUTH OF AN UNDERGROUND CABLE WARNING SIGN, 0.6 M (2.0
 OT0974'FT) EAST OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OT0974'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A
 OT0974'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OT0974'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OT0974'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OT0974'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0973 ***********************************************************************
 OT0973  DESIGNATION -  18 057.65
 OT0973  PID         -  OT0973
 OT0973  STATE/COUNTY-  SD/FALL RIVER
 OT0973  COUNTRY     -  US
 OT0973  USGS QUAD   -  LONE WELL CREEK EAST (2017)
 OT0973
 OT0973                         *CURRENT SURVEY CONTROL
 OT0973  ______________________________________________________________________
 OT0973* NAD 83(1986) POSITION- 43 14 16.     (N) 103 17 44.     (W)   SCALED
 OT0973* NAVD 88 ORTHO HEIGHT -   999.859 (meters)     3280.37  (feet) ADJUSTED
 OT0973  ______________________________________________________________________
 OT0973  GEOID HEIGHT    -        -16.702 (meters)                     GEOID18
 OT0973  DYNAMIC HEIGHT  -        999.421 (meters)     3278.93  (feet) COMP
 OT0973  MODELED GRAVITY -    980,148.4   (mgal)                       NAVD 88
 OT0973
 OT0973  VERT ORDER      -  FIRST     CLASS II
 OT0973
 OT0973.The horizontal coordinates were scaled from a map and have
 OT0973.an estimated accuracy of +/- 6 seconds.
 OT0973
 OT0973.The orthometric height was determined by differential leveling and
 OT0973.adjusted by the NATIONAL GEODETIC SURVEY
 OT0973.in June 1994.
 OT0973
 OT0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0973.GEOID18 height accuracy estimate available here.
 OT0973
 OT0973.Click photographs - Photos may exist for this station.
 OT0973
 OT0973.The dynamic height is computed by dividing the NAVD 88
 OT0973.geopotential number by the normal gravity value computed on the
 OT0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0973.degrees latitude (g = 980.6199 gals.).
 OT0973
 OT0973.The modeled gravity was interpolated from observed gravity values.
 OT0973
 OT0973;                    North         East    Units  Estimated Accuracy
 OT0973;SPC SD S     -   104,770.      359,460.      MT  (+/- 180 meters Scaled)
 OT0973
 OT0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH383886(NAD 83)
 OT0973
 OT0973                          SUPERSEDED SURVEY CONTROL
 OT0973
 OT0973.No superseded survey control is available for this station.
 OT0973
 OT0973_MARKER: DB = BENCH MARK DISK
 OT0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0973_STAMPING: 18-57.65 1993
 OT0973_MARK LOGO: SDDT
 OT0973_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0973+STABILITY: SURFACE MOTION
 OT0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0973+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0973
 OT0973  HISTORY     - Date     Condition        Report By
 OT0973  HISTORY     - 1993     MONUMENTED       SDDT
 OT0973  HISTORY     - 19931021 GOOD             NGS
 OT0973
 OT0973                          STATION DESCRIPTION
 OT0973
 OT0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0973'7.4 KM (4.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0973'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) SOUTHEAST
 OT0973'OF MILEPOST 57, 30.0 M (98.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OT0973'1.9 M (6.2 FT) SOUTH OF A FENCE CORNER AND AN UNDERGROUND CABLE
 OT0973'WARNING SIGN, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OT0973'(1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT
 OT0973'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0972 ***********************************************************************
 OT0972  DESIGNATION -  18 058.65
 OT0972  PID         -  OT0972
 OT0972  STATE/COUNTY-  SD/FALL RIVER
 OT0972  COUNTRY     -  US
 OT0972  USGS QUAD   -  LONE WELL CREEK EAST (2017)
 OT0972
 OT0972                         *CURRENT SURVEY CONTROL
 OT0972  ______________________________________________________________________
 OT0972* NAD 83(1986) POSITION- 43 13 40.     (N) 103 16 56.     (W)   SCALED
 OT0972* NAVD 88 ORTHO HEIGHT -  1016.422 (meters)     3334.71  (feet) ADJUSTED
 OT0972  ______________________________________________________________________
 OT0972  GEOID HEIGHT    -        -16.758 (meters)                     GEOID18
 OT0972  DYNAMIC HEIGHT  -       1015.977 (meters)     3333.25  (feet) COMP
 OT0972  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 OT0972
 OT0972  VERT ORDER      -  FIRST     CLASS II
 OT0972
 OT0972.The horizontal coordinates were scaled from a map and have
 OT0972.an estimated accuracy of +/- 6 seconds.
 OT0972
 OT0972.The orthometric height was determined by differential leveling and
 OT0972.adjusted by the NATIONAL GEODETIC SURVEY
 OT0972.in June 1994.
 OT0972
 OT0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0972.GEOID18 height accuracy estimate available here.
 OT0972
 OT0972.Click photographs - Photos may exist for this station.
 OT0972
 OT0972.The dynamic height is computed by dividing the NAVD 88
 OT0972.geopotential number by the normal gravity value computed on the
 OT0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0972.degrees latitude (g = 980.6199 gals.).
 OT0972
 OT0972.The modeled gravity was interpolated from observed gravity values.
 OT0972
 OT0972;                    North         East    Units  Estimated Accuracy
 OT0972;SPC SD S     -   103,620.      360,500.      MT  (+/- 180 meters Scaled)
 OT0972
 OT0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH394875(NAD 83)
 OT0972
 OT0972                          SUPERSEDED SURVEY CONTROL
 OT0972
 OT0972.No superseded survey control is available for this station.
 OT0972
 OT0972_MARKER: DB = BENCH MARK DISK
 OT0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0972_STAMPING: 18-58.65 1993
 OT0972_MARK LOGO: SDDT
 OT0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0972+STABILITY: SURFACE MOTION
 OT0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0972+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0972
 OT0972  HISTORY     - Date     Condition        Report By
 OT0972  HISTORY     - 1993     MONUMENTED       SDDT
 OT0972  HISTORY     - 19931021 GOOD             NGS
 OT0972
 OT0972                          STATION DESCRIPTION
 OT0972
 OT0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0972'5.8 KM (3.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0972'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) SOUTHEAST
 OT0972'OF MILEPOST 58, 30.4 M (99.7 FT) SOUTHWEST OF AND LEVEL WITH THE
 OT0972'HIGHWAY CENTERLINE, 9.8 M (32.2 FT) NORTHWEST OF THE CENTER OF A DIRT
 OT0972'ROAD LEADING SOUTHWEST TO THE SEGER RANCH, 2.9 M (9.5 FT) SOUTHEAST
 OT0972'OF AN UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT) NORTHEAST OF A
 OT0972'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OT0972'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0971 ***********************************************************************
 OT0971  DESIGNATION -  18 059.65
 OT0971  PID         -  OT0971
 OT0971  STATE/COUNTY-  SD/FALL RIVER
 OT0971  COUNTRY     -  US
 OT0971  USGS QUAD   -  LONE WELL CREEK EAST (2017)
 OT0971
 OT0971                         *CURRENT SURVEY CONTROL
 OT0971  ______________________________________________________________________
 OT0971* NAD 83(1986) POSITION- 43 13 00.67   (N) 103 16 08.92   (W)   HD_HELD1
 OT0971* NAVD 88 ORTHO HEIGHT -  1017.132 (meters)     3337.04  (feet) ADJUSTED
 OT0971  ______________________________________________________________________
 OT0971  GEOID HEIGHT    -        -16.812 (meters)                     GEOID18
 OT0971  DYNAMIC HEIGHT  -       1016.686 (meters)     3335.58  (feet) COMP
 OT0971  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 OT0971
 OT0971  VERT ORDER      -  FIRST     CLASS II
 OT0971
 OT0971.The horizontal coordinates were determined by differentially corrected
 OT0971.hand held GPS observations or other comparable positioning techniques
 OT0971.and have an estimated accuracy of +/- 3 meters.
 OT0971
 OT0971.The orthometric height was determined by differential leveling and
 OT0971.adjusted by the NATIONAL GEODETIC SURVEY
 OT0971.in June 1994.
 OT0971
 OT0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0971.GEOID18 height accuracy estimate available here.
 OT0971
 OT0971.Click photographs - Photos may exist for this station.
 OT0971
 OT0971.The dynamic height is computed by dividing the NAVD 88
 OT0971.geopotential number by the normal gravity value computed on the
 OT0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0971.degrees latitude (g = 980.6199 gals.).
 OT0971
 OT0971.The modeled gravity was interpolated from observed gravity values.
 OT0971
 OT0971;                    North         East    Units  Estimated Accuracy
 OT0971;SPC SD S     -   102,366.4     361,520.8     MT  (+/- 3 meters HH1 GPS) 
 OT0971
 OT0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4058386350(NAD 83)
 OT0971
 OT0971                          SUPERSEDED SURVEY CONTROL
 OT0971
 OT0971.No superseded survey control is available for this station.
 OT0971
 OT0971_MARKER: DB = BENCH MARK DISK
 OT0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0971_STAMPING: 18-59.65 1993
 OT0971_MARK LOGO: SDDT
 OT0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0971+STABILITY: SURFACE MOTION
 OT0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0971+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0971
 OT0971  HISTORY     - Date     Condition        Report By
 OT0971  HISTORY     - 1993     MONUMENTED       SDDT
 OT0971  HISTORY     - 19931021 GOOD             NGS
 OT0971
 OT0971                          STATION DESCRIPTION
 OT0971
 OT0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0971'4.2 KM (2.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0971'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) SOUTHEAST
 OT0971'OF MILEPOST 59, 31.0 M (101.7 FT) SOUTHWEST OF THE HIGHWAY
 OT0971'CENTERLINE, 21.5 M (70.5 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 OT0971'LEADING WEST, 17.8 M (58.4 FT) NORTHWEST OF UNDERGROUND CABLE
 OT0971'JUNCTION BOX NUMBER A 21, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST,
 OT0971'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0970 ***********************************************************************
 OT0970  DESIGNATION -  18 060.65
 OT0970  PID         -  OT0970
 OT0970  STATE/COUNTY-  SD/FALL RIVER
 OT0970  COUNTRY     -  US
 OT0970  USGS QUAD   -  LONE WELL CREEK EAST (2017)
 OT0970
 OT0970                         *CURRENT SURVEY CONTROL
 OT0970  ______________________________________________________________________
 OT0970* NAD 83(1986) POSITION- 43 12 23.     (N) 103 15 24.     (W)   SCALED
 OT0970* NAVD 88 ORTHO HEIGHT -  1026.048 (meters)     3366.29  (feet) ADJUSTED
 OT0970  ______________________________________________________________________
 OT0970  GEOID HEIGHT    -        -16.861 (meters)                     GEOID18
 OT0970  DYNAMIC HEIGHT  -       1025.597 (meters)     3364.81  (feet) COMP
 OT0970  MODELED GRAVITY -    980,145.9   (mgal)                       NAVD 88
 OT0970
 OT0970  VERT ORDER      -  FIRST     CLASS II
 OT0970
 OT0970.The horizontal coordinates were scaled from a map and have
 OT0970.an estimated accuracy of +/- 6 seconds.
 OT0970
 OT0970.The orthometric height was determined by differential leveling and
 OT0970.adjusted by the NATIONAL GEODETIC SURVEY
 OT0970.in June 1994.
 OT0970
 OT0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0970.GEOID18 height accuracy estimate available here.
 OT0970
 OT0970.Click photographs - Photos may exist for this station.
 OT0970
 OT0970.The dynamic height is computed by dividing the NAVD 88
 OT0970.geopotential number by the normal gravity value computed on the
 OT0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0970.degrees latitude (g = 980.6199 gals.).
 OT0970
 OT0970.The modeled gravity was interpolated from observed gravity values.
 OT0970
 OT0970;                    North         East    Units  Estimated Accuracy
 OT0970;SPC SD S     -   101,170.      362,490.      MT  (+/- 180 meters Scaled)
 OT0970
 OT0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH416852(NAD 83)
 OT0970
 OT0970                          SUPERSEDED SURVEY CONTROL
 OT0970
 OT0970.No superseded survey control is available for this station.
 OT0970
 OT0970_MARKER: DB = BENCH MARK DISK
 OT0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0970_STAMPING: 18-60.65 1993
 OT0970_MARK LOGO: SDDT
 OT0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0970+STABILITY: SURFACE MOTION
 OT0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0970+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0970
 OT0970  HISTORY     - Date     Condition        Report By
 OT0970  HISTORY     - 1993     MONUMENTED       SDDT
 OT0970  HISTORY     - 19931021 GOOD             NGS
 OT0970
 OT0970                          STATION DESCRIPTION
 OT0970
 OT0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0970'2.7 KM (1.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0970'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 1.0 KM (0.60 MI) SOUTHEAST
 OT0970'OF MILEPOST 60, 29.0 M (95.1 FT) SOUTHWEST OF AND LEVEL WITH THE
 OT0970'HIGHWAY CENTERLINE, 15.8 M (51.8 FT) SOUTHEAST OF UNDERGROUND CABLE
 OT0970'JUNCTION BOX NUMBER A 18, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST
 OT0970'AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0970'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0969 ***********************************************************************
 OT0969  DESIGNATION -  18 061.65
 OT0969  PID         -  OT0969
 OT0969  STATE/COUNTY-  SD/FALL RIVER
 OT0969  COUNTRY     -  US
 OT0969  USGS QUAD   -  OELRICHS (2017)
 OT0969
 OT0969                         *CURRENT SURVEY CONTROL
 OT0969  ______________________________________________________________________
 OT0969* NAD 83(1986) POSITION- 43 11 56.     (N) 103 14 38.     (W)   SCALED
 OT0969* NAVD 88 ORTHO HEIGHT -  1026.843 (meters)     3368.90  (feet) ADJUSTED
 OT0969  ______________________________________________________________________
 OT0969  GEOID HEIGHT    -        -16.909 (meters)                     GEOID18
 OT0969  DYNAMIC HEIGHT  -       1026.392 (meters)     3367.42  (feet) COMP
 OT0969  MODELED GRAVITY -    980,145.8   (mgal)                       NAVD 88
 OT0969
 OT0969  VERT ORDER      -  FIRST     CLASS II
 OT0969
 OT0969.The horizontal coordinates were scaled from a map and have
 OT0969.an estimated accuracy of +/- 6 seconds.
 OT0969
 OT0969.The orthometric height was determined by differential leveling and
 OT0969.adjusted by the NATIONAL GEODETIC SURVEY
 OT0969.in June 1994.
 OT0969
 OT0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0969.GEOID18 height accuracy estimate available here.
 OT0969
 OT0969.Click photographs - Photos may exist for this station.
 OT0969
 OT0969.The dynamic height is computed by dividing the NAVD 88
 OT0969.geopotential number by the normal gravity value computed on the
 OT0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0969.degrees latitude (g = 980.6199 gals.).
 OT0969
 OT0969.The modeled gravity was interpolated from observed gravity values.
 OT0969
 OT0969;                    North         East    Units  Estimated Accuracy
 OT0969;SPC SD S     -   100,300.      363,500.      MT  (+/- 180 meters Scaled)
 OT0969
 OT0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH426843(NAD 83)
 OT0969
 OT0969                          SUPERSEDED SURVEY CONTROL
 OT0969
 OT0969.No superseded survey control is available for this station.
 OT0969
 OT0969_MARKER: DB = BENCH MARK DISK
 OT0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0969_STAMPING: 18-61.65 1993
 OT0969_MARK LOGO: SDDT
 OT0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0969+STABILITY: SURFACE MOTION
 OT0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0969+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 OT0969
 OT0969  HISTORY     - Date     Condition        Report By
 OT0969  HISTORY     - 1993     MONUMENTED       SDDT
 OT0969  HISTORY     - 19931021 GOOD             NGS
 OT0969
 OT0969                          STATION DESCRIPTION
 OT0969
 OT0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0969'1.3 KM (0.80 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0969'JUNCTION OF U.S. HIGHWAY 385 IN OELRICHS, 0.8 KM (0.50 MI) SOUTHEAST
 OT0969'OF MILEPOST 65, 29.1 M (95.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OT0969'9.9 M (32.5 FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING SIGN, 0.4 M
 OT0969'(1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF
 OT0969'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OT0969'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0968 ***********************************************************************
 OT0968  CBN         -  This is a Cooperative Base Network Control Station.
 OT0968  DESIGNATION -  18 062.70
 OT0968  PID         -  OT0968
 OT0968  STATE/COUNTY-  SD/FALL RIVER
 OT0968  COUNTRY     -  US
 OT0968  USGS QUAD   -  OELRICHS (2017)
 OT0968
 OT0968                         *CURRENT SURVEY CONTROL
 OT0968  ______________________________________________________________________
 OT0968* NAD 83(2011) POSITION- 43 11 14.91036(N) 103 13 42.59776(W)   ADJUSTED
 OT0968* NAD 83(2011) ELLIP HT-  1000.177 (meters)        (06/27/12)   ADJUSTED
 OT0968* NAD 83(2011) EPOCH   -  2010.00
 OT0968* NAVD 88 ORTHO HEIGHT -  1017.152 (meters)     3337.11  (feet) ADJUSTED
 OT0968  ______________________________________________________________________
 OT0968  GEOID HEIGHT    -        -16.967 (meters)                     GEOID18
 OT0968  NAD 83(2011) X  - -1,066,017.678 (meters)                     COMP
 OT0968  NAD 83(2011) Y  - -4,534,842.232 (meters)                     COMP
 OT0968  NAD 83(2011) Z  -  4,343,395.245 (meters)                     COMP
 OT0968  LAPLACE CORR    -         -6.95  (seconds)                    DEFLEC18
 OT0968  DYNAMIC HEIGHT  -       1016.705 (meters)     3335.64  (feet) COMP
 OT0968  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 OT0968
 OT0968  VERT ORDER      -  FIRST     CLASS II
 OT0968
 OT0968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0968  Standards:
 OT0968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0968  -------------------------------------------------------------------
 OT0968  NETWORK    1.31   3.19           0.61   0.42   1.63     -0.08819808
 OT0968  -------------------------------------------------------------------
 OT0968  Click here for local accuracies and other accuracy information.
 OT0968
 OT0968.The horizontal coordinates were established by GPS observations
 OT0968.and adjusted by the National Geodetic Survey in June 2012.
 OT0968
 OT0968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0968.been affixed to the stable North American tectonic plate. See 
 OT0968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0968
 OT0968.The horizontal coordinates are valid at the epoch date displayed above
 OT0968.which is a decimal equivalence of Year/Month/Day.
 OT0968
 OT0968.The orthometric height was determined by differential leveling and
 OT0968.adjusted by the NATIONAL GEODETIC SURVEY
 OT0968.in June 1994.
 OT0968
 OT0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0968.GEOID18 height accuracy estimate available here.
 OT0968
 OT0968.Click photographs - Photos may exist for this station.
 OT0968
 OT0968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0968
 OT0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0968
 OT0968.The ellipsoidal height was determined by GPS observations
 OT0968.and is referenced to NAD 83.
 OT0968
 OT0968.The dynamic height is computed by dividing the NAVD 88
 OT0968.geopotential number by the normal gravity value computed on the
 OT0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0968.degrees latitude (g = 980.6199 gals.).
 OT0968
 OT0968.The modeled gravity was interpolated from observed gravity values.
 OT0968
 OT0968. The following values were computed from the NAD 83(2011) position.
 OT0968
 OT0968;                    North         East     Units Scale Factor Converg.
 OT0968;SPC SD S     -    98,988.911   364,707.322   MT  0.99993498   -1 59 50.0
 OT0968;SPC SD S     -   324,766.12  1,196,543.94   sFT  0.99993498   -1 59 50.0
 OT0968;UTM  13      - 4,783,157.231   643,953.816   MT  0.99985492   +1 12 45.4
 OT0968
 OT0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0968!SPC SD S     -   0.99984318  x   0.99993498  =   0.99977817
 OT0968!UTM  13      -   0.99984318  x   0.99985492  =   0.99969812
 OT0968
 OT0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4395383157(NAD 83)
 OT0968
 OT0968                          SUPERSEDED SURVEY CONTROL
 OT0968
 OT0968  NAD 83(2007)-  43 11 14.91020(N)    103 13 42.59887(W) AD(2002.00) 0
 OT0968  ELLIP H (02/10/07) 1000.205  (m)                       GP(2002.00)    
 OT0968  ELLIP H (04/15/04) 1000.191  (m)                       GP(       ) 2 1
 OT0968  NAD 83(1996)-  43 11 14.90950(N)    103 13 42.59895(W) AD(       ) B
 OT0968  ELLIP H (04/18/97) 1000.243  (m)                       GP(       ) 4 1
 OT0968  NAVD 88            1017.15   (m)         3337.1    (f) LEVELING    3  
 OT0968
 OT0968.Superseded values are not recommended for survey control.
 OT0968
 OT0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0968.See file dsdata.pdf to determine how the superseded data were derived.
 OT0968
 OT0968_MARKER: Z = SEE DESCRIPTION
 OT0968_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0968_STAMPING: 18-62.70 1993
 OT0968_MARK LOGO: NGS
 OT0968_PROJECTION: FLUSH
 OT0968_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0968+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 OT0968_ROD/PIPE-DEPTH: 6.4 meters
 OT0968_SLEEVE-DEPTH  : 1.8 meters
 OT0968
 OT0968  HISTORY     - Date     Condition        Report By
 OT0968  HISTORY     - 1993     MONUMENTED       SDDT
 OT0968  HISTORY     - 19930919 GOOD             NGS
 OT0968  HISTORY     - 19960820 GOOD             NGS
 OT0968
 OT0968                          STATION DESCRIPTION
 OT0968
 OT0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0968'0.7 KM (0.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0968'U.S. HIGHWAY 385 IN OELRICHS, 180.0 M (590.5 FT) EAST OF A RAILROAD
 OT0968'CROSSING, 154.0 M (505.2 FT) WEST OF A HIGHWAY BRIDGE SPANNING
 OT0968'HORSEHEAD CREEK, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OT0968'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH
 OT0968'OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 OT0968'FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OT0968'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OT0968'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OT0968'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OT0968'PVC PIPE.
 OT0968
 OT0968                          STATION RECOVERY (1996)
 OT0968
 OT0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0968'THE STATION IS LOCATED ABOUT 41.1 KM (25.55 MI) WEST OF OGLALA AND 0.7
 OT0968'KM (0.45 MI) EAST OF OELRICHS, ON U.S. HIGHWAY 18.  OWNERSHIP--THE
 OT0968'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 OT0968'HIGHWAYS 18 AND 385 IN ORLRICHS, GO EAST ON U.S. HIGHWAY 18 FOR 0.7 KM
 OT0968'(0.45 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 OT0968'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 OT0968'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 180.0 M
 OT0968'(590.5 FT) EAST OF THE CENTER OF A RAILROAD CROSSING, 154.0 M (505.2
 OT0968'FT) WEST OF A BRIDGE SPANNING HORSEHEAD CREEK, 22.4 M (73.5 FT) SOUTH
 OT0968'OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OT0968'HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 OT0968'WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.
 OT0968'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OT0968'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0967 ***********************************************************************
 OT0967  DESIGNATION -  18 063.70
 OT0967  PID         -  OT0967
 OT0967  STATE/COUNTY-  SD/FALL RIVER
 OT0967  COUNTRY     -  US
 OT0967  USGS QUAD   -  OELRICHS (2017)
 OT0967
 OT0967                         *CURRENT SURVEY CONTROL
 OT0967  ______________________________________________________________________
 OT0967* NAD 83(1986) POSITION- 43 11 16.26   (N) 103 12 29.96   (W)   HD_HELD1
 OT0967* NAVD 88 ORTHO HEIGHT -  1032.147 (meters)     3386.30  (feet) ADJUSTED
 OT0967  ______________________________________________________________________
 OT0967  GEOID HEIGHT    -        -17.022 (meters)                     GEOID18
 OT0967  DYNAMIC HEIGHT  -       1031.693 (meters)     3384.81  (feet) COMP
 OT0967  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 OT0967
 OT0967  VERT ORDER      -  FIRST     CLASS II
 OT0967
 OT0967.The horizontal coordinates were determined by differentially corrected
 OT0967.hand held GPS observations or other comparable positioning techniques
 OT0967.and have an estimated accuracy of +/- 3 meters.
 OT0967
 OT0967.The orthometric height was determined by differential leveling and
 OT0967.adjusted by the NATIONAL GEODETIC SURVEY
 OT0967.in June 1994.
 OT0967
 OT0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0967.GEOID18 height accuracy estimate available here.
 OT0967
 OT0967.Click photographs - Photos may exist for this station.
 OT0967
 OT0967.The dynamic height is computed by dividing the NAVD 88
 OT0967.geopotential number by the normal gravity value computed on the
 OT0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0967.degrees latitude (g = 980.6199 gals.).
 OT0967
 OT0967.The modeled gravity was interpolated from observed gravity values.
 OT0967
 OT0967;                    North         East    Units  Estimated Accuracy
 OT0967;SPC SD S     -    98,973.6     366,347.9     MT  (+/- 3 meters HH1 GPS) 
 OT0967
 OT0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4559283233(NAD 83)
 OT0967
 OT0967                          SUPERSEDED SURVEY CONTROL
 OT0967
 OT0967.No superseded survey control is available for this station.
 OT0967
 OT0967_MARKER: DB = BENCH MARK DISK
 OT0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0967_STAMPING: 18-63.70 1993
 OT0967_MARK LOGO: SDDT
 OT0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0967+STABILITY: SURFACE MOTION
 OT0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0967+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0967
 OT0967  HISTORY     - Date     Condition        Report By
 OT0967  HISTORY     - 1993     MONUMENTED       SDDT
 OT0967  HISTORY     - 19930919 GOOD             NGS
 OT0967
 OT0967                          STATION DESCRIPTION
 OT0967
 OT0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0967'2.4 KM (1.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0967'U.S. HIGHWAY 385 IN OELRICHS, 1.2 KM (0.75 MI) EAST OF MILEPOST 63,
 OT0967'62.0 M (203.4 FT) EAST OF THE CENTER OF COUNTY ROAD 2 LEADING NORTH,
 OT0967'19.5 M (64.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 OT0967'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OT0967'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0967'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0966 ***********************************************************************
 OT0966  DESIGNATION -  18 064.80
 OT0966  PID         -  OT0966
 OT0966  STATE/COUNTY-  SD/FALL RIVER
 OT0966  COUNTRY     -  US
 OT0966  USGS QUAD   -  OELRICHS (2017)
 OT0966
 OT0966                         *CURRENT SURVEY CONTROL
 OT0966  ______________________________________________________________________
 OT0966* NAD 83(1986) POSITION- 43 11 19.     (N) 103 11 16.     (W)   SCALED
 OT0966* NAVD 88 ORTHO HEIGHT -  1035.932 (meters)     3398.72  (feet) ADJUSTED
 OT0966  ______________________________________________________________________
 OT0966  GEOID HEIGHT    -        -17.075 (meters)                     GEOID18
 OT0966  DYNAMIC HEIGHT  -       1035.477 (meters)     3397.23  (feet) COMP
 OT0966  MODELED GRAVITY -    980,145.3   (mgal)                       NAVD 88
 OT0966
 OT0966  VERT ORDER      -  FIRST     CLASS II
 OT0966
 OT0966.The horizontal coordinates were scaled from a map and have
 OT0966.an estimated accuracy of +/- 6 seconds.
 OT0966
 OT0966.The orthometric height was determined by differential leveling and
 OT0966.adjusted by the NATIONAL GEODETIC SURVEY
 OT0966.in June 1994.
 OT0966
 OT0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0966.GEOID18 height accuracy estimate available here.
 OT0966
 OT0966.Click photographs - Photos may exist for this station.
 OT0966
 OT0966.The dynamic height is computed by dividing the NAVD 88
 OT0966.geopotential number by the normal gravity value computed on the
 OT0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0966.degrees latitude (g = 980.6199 gals.).
 OT0966
 OT0966.The modeled gravity was interpolated from observed gravity values.
 OT0966
 OT0966;                    North         East    Units  Estimated Accuracy
 OT0966;SPC SD S     -    99,000.      368,020.      MT  (+/- 180 meters Scaled)
 OT0966
 OT0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH472833(NAD 83)
 OT0966
 OT0966                          SUPERSEDED SURVEY CONTROL
 OT0966
 OT0966.No superseded survey control is available for this station.
 OT0966
 OT0966_MARKER: DB = BENCH MARK DISK
 OT0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0966_STAMPING: 18-64.80 1993
 OT0966_MARK LOGO: SDDT
 OT0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0966+STABILITY: SURFACE MOTION
 OT0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0966+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0966
 OT0966  HISTORY     - Date     Condition        Report By
 OT0966  HISTORY     - 1993     MONUMENTED       SDDT
 OT0966  HISTORY     - 19930919 GOOD             NGS
 OT0966
 OT0966                          STATION DESCRIPTION
 OT0966
 OT0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0966'4.1 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0966'U.S. HIGHWAY 385 IN OELRICHS, 1.2 KM (0.75 MI) EAST OF MILEPOST 64,
 OT0966'0.9 KM (0.55 MI) WEST OF A HIGHLINE CROSSING, 22.7 M (74.5 FT) SOUTH
 OT0966'OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OT0966'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 OT0966'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0965 ***********************************************************************
 OT0965  DESIGNATION -  18 065.70
 OT0965  PID         -  OT0965
 OT0965  STATE/COUNTY-  SD/FALL RIVER
 OT0965  COUNTRY     -  US
 OT0965  USGS QUAD   -  OELRICHS (2017)
 OT0965
 OT0965                         *CURRENT SURVEY CONTROL
 OT0965  ______________________________________________________________________
 OT0965* NAD 83(1986) POSITION- 43 11 20.     (N) 103 10 07.     (W)   SCALED
 OT0965* NAVD 88 ORTHO HEIGHT -  1014.522 (meters)     3328.48  (feet) ADJUSTED
 OT0965  ______________________________________________________________________
 OT0965  GEOID HEIGHT    -        -17.126 (meters)                     GEOID18
 OT0965  DYNAMIC HEIGHT  -       1014.077 (meters)     3327.02  (feet) COMP
 OT0965  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 OT0965
 OT0965  VERT ORDER      -  FIRST     CLASS II
 OT0965
 OT0965.The horizontal coordinates were scaled from a map and have
 OT0965.an estimated accuracy of +/- 6 seconds.
 OT0965
 OT0965.The orthometric height was determined by differential leveling and
 OT0965.adjusted by the NATIONAL GEODETIC SURVEY
 OT0965.in June 1994.
 OT0965
 OT0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0965.GEOID18 height accuracy estimate available here.
 OT0965
 OT0965.Click photographs - Photos may exist for this station.
 OT0965
 OT0965.The dynamic height is computed by dividing the NAVD 88
 OT0965.geopotential number by the normal gravity value computed on the
 OT0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0965.degrees latitude (g = 980.6199 gals.).
 OT0965
 OT0965.The modeled gravity was interpolated from observed gravity values.
 OT0965
 OT0965;                    North         East    Units  Estimated Accuracy
 OT0965;SPC SD S     -    98,980.      369,580.      MT  (+/- 180 meters Scaled)
 OT0965
 OT0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH488834(NAD 83)
 OT0965
 OT0965                          SUPERSEDED SURVEY CONTROL
 OT0965
 OT0965.No superseded survey control is available for this station.
 OT0965
 OT0965_MARKER: DB = BENCH MARK DISK
 OT0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0965_STAMPING: 18-65.70 1993
 OT0965_MARK LOGO: SDDT
 OT0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0965+STABILITY: SURFACE MOTION
 OT0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0965+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0965
 OT0965  HISTORY     - Date     Condition        Report By
 OT0965  HISTORY     - 1993     MONUMENTED       SDDT
 OT0965  HISTORY     - 19930919 GOOD             NGS
 OT0965
 OT0965                          STATION DESCRIPTION
 OT0965
 OT0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0965'5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0965'U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) EAST OF MILEPOST 65,
 OT0965'22.0 M (72.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.0 M (59.1 FT)
 OT0965'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.4 M (4.6 FT) BELOW THE
 OT0965'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OT0965'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0965'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0964 ***********************************************************************
 OT0964  DESIGNATION -  18 066.70
 OT0964  PID         -  OT0964
 OT0964  STATE/COUNTY-  SD/FALL RIVER
 OT0964  COUNTRY     -  US
 OT0964  USGS QUAD   -  OELRICHS (2017)
 OT0964
 OT0964                         *CURRENT SURVEY CONTROL
 OT0964  ______________________________________________________________________
 OT0964* NAD 83(1986) POSITION- 43 11 22.     (N) 103 09 02.     (W)   SCALED
 OT0964* NAVD 88 ORTHO HEIGHT -   990.079 (meters)     3248.28  (feet) ADJUSTED
 OT0964  ______________________________________________________________________
 OT0964  GEOID HEIGHT    -        -17.172 (meters)                     GEOID18
 OT0964  DYNAMIC HEIGHT  -        989.645 (meters)     3246.86  (feet) COMP
 OT0964  MODELED GRAVITY -    980,148.6   (mgal)                       NAVD 88
 OT0964
 OT0964  VERT ORDER      -  FIRST     CLASS II
 OT0964
 OT0964.The horizontal coordinates were scaled from a map and have
 OT0964.an estimated accuracy of +/- 6 seconds.
 OT0964
 OT0964.The orthometric height was determined by differential leveling and
 OT0964.adjusted by the NATIONAL GEODETIC SURVEY
 OT0964.in June 1994.
 OT0964
 OT0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0964.GEOID18 height accuracy estimate available here.
 OT0964
 OT0964.Click photographs - Photos may exist for this station.
 OT0964
 OT0964.The dynamic height is computed by dividing the NAVD 88
 OT0964.geopotential number by the normal gravity value computed on the
 OT0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0964.degrees latitude (g = 980.6199 gals.).
 OT0964
 OT0964.The modeled gravity was interpolated from observed gravity values.
 OT0964
 OT0964;                    North         East    Units  Estimated Accuracy
 OT0964;SPC SD S     -    98,990.      371,050.      MT  (+/- 180 meters Scaled)
 OT0964
 OT0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH502835(NAD 83)
 OT0964
 OT0964                          SUPERSEDED SURVEY CONTROL
 OT0964
 OT0964.No superseded survey control is available for this station.
 OT0964
 OT0964_MARKER: Z = SEE DESCRIPTION
 OT0964_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0964_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0964_STAMPING: 18-66.70 1993
 OT0964_MARK LOGO: NGS
 OT0964_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0964_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0964+STABILITY: POSITION/ELEVATION WELL
 OT0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0964+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0964_ROD/PIPE-DEPTH: 6.4 meters
 OT0964_SLEEVE-DEPTH  : 3.0 meters
 OT0964
 OT0964  HISTORY     - Date     Condition        Report By
 OT0964  HISTORY     - 1993     MONUMENTED       SDDT
 OT0964  HISTORY     - 19930919 GOOD             NGS
 OT0964
 OT0964                          STATION DESCRIPTION
 OT0964
 OT0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0964'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0964'U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) EAST OF MILEPOST 66,
 OT0964'21.7 M (71.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT)
 OT0964'EAST OF THE CENTER OF A FIELD ENTRANCE, 2.2 M (7.2 FT) WEST OF A
 OT0964'T-FENCE CORNER, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW
 OT0964'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 OT0964'0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS
 OT0964'A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 OT0964'TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OT0964'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OT0964'PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0963 ***********************************************************************
 OT0963  DESIGNATION -  18 067.70
 OT0963  PID         -  OT0963
 OT0963  STATE/COUNTY-  SD/FALL RIVER
 OT0963  COUNTRY     -  US
 OT0963  USGS QUAD   -  OELRICHS (2017)
 OT0963
 OT0963                         *CURRENT SURVEY CONTROL
 OT0963  ______________________________________________________________________
 OT0963* NAD 83(1986) POSITION- 43 11 16.18   (N) 103 07 46.69   (W)   HD_HELD1
 OT0963* NAVD 88 ORTHO HEIGHT -   974.964 (meters)     3198.69  (feet) ADJUSTED
 OT0963  ______________________________________________________________________
 OT0963  GEOID HEIGHT    -        -17.225 (meters)                     GEOID18
 OT0963  DYNAMIC HEIGHT  -        974.539 (meters)     3197.30  (feet) COMP
 OT0963  MODELED GRAVITY -    980,151.0   (mgal)                       NAVD 88
 OT0963
 OT0963  VERT ORDER      -  FIRST     CLASS II
 OT0963
 OT0963.The horizontal coordinates were determined by differentially corrected
 OT0963.hand held GPS observations or other comparable positioning techniques
 OT0963.and have an estimated accuracy of +/- 3 meters.
 OT0963
 OT0963.The orthometric height was determined by differential leveling and
 OT0963.adjusted by the NATIONAL GEODETIC SURVEY
 OT0963.in June 1994.
 OT0963
 OT0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0963.GEOID18 height accuracy estimate available here.
 OT0963
 OT0963.Click photographs - Photos may exist for this station.
 OT0963
 OT0963.The dynamic height is computed by dividing the NAVD 88
 OT0963.geopotential number by the normal gravity value computed on the
 OT0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0963.degrees latitude (g = 980.6199 gals.).
 OT0963
 OT0963.The modeled gravity was interpolated from observed gravity values.
 OT0963
 OT0963;                    North         East    Units  Estimated Accuracy
 OT0963;SPC SD S     -    98,752.8     372,740.3     MT  (+/- 3 meters HH1 GPS) 
 OT0963
 OT0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5198683371(NAD 83)
 OT0963
 OT0963                          SUPERSEDED SURVEY CONTROL
 OT0963
 OT0963.No superseded survey control is available for this station.
 OT0963
 OT0963_MARKER: DB = BENCH MARK DISK
 OT0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0963_STAMPING: 18-67.70 1993
 OT0963_MARK LOGO: SDDT
 OT0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0963+STABILITY: SURFACE MOTION
 OT0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0963+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0963
 OT0963  HISTORY     - Date     Condition        Report By
 OT0963  HISTORY     - 1993     MONUMENTED       SDDT
 OT0963  HISTORY     - 19930919 GOOD             NGS
 OT0963
 OT0963                          STATION DESCRIPTION
 OT0963
 OT0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0963'8.8 KM (5.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0963'U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) EAST OF MILEPOST 67,
 OT0963'29.6 M (97.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.5 M (67.3 FT)
 OT0963'EAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 7.5 M (24.6 FT)
 OT0963'EAST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OT0963'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OT0963'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0962 ***********************************************************************
 OT0962  DESIGNATION -  18 068.70
 OT0962  PID         -  OT0962
 OT0962  STATE/COUNTY-  SD/FALL RIVER
 OT0962  COUNTRY     -  US
 OT0962  USGS QUAD   -  OELRICHS NE (2017)
 OT0962
 OT0962                         *CURRENT SURVEY CONTROL
 OT0962  ______________________________________________________________________
 OT0962* NAD 83(1986) POSITION- 43 11 20.     (N) 103 06 39.     (W)   SCALED
 OT0962* NAVD 88 ORTHO HEIGHT -   973.950 (meters)     3195.37  (feet) ADJUSTED
 OT0962  ______________________________________________________________________
 OT0962  GEOID HEIGHT    -        -17.267 (meters)                     GEOID18
 OT0962  DYNAMIC HEIGHT  -        973.527 (meters)     3193.98  (feet) COMP
 OT0962  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 OT0962
 OT0962  VERT ORDER      -  FIRST     CLASS II
 OT0962
 OT0962.The horizontal coordinates were scaled from a map and have
 OT0962.an estimated accuracy of +/- 6 seconds.
 OT0962
 OT0962.The orthometric height was determined by differential leveling and
 OT0962.adjusted by the NATIONAL GEODETIC SURVEY
 OT0962.in June 1994.
 OT0962
 OT0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0962.GEOID18 height accuracy estimate available here.
 OT0962
 OT0962.Click photographs - Photos may exist for this station.
 OT0962
 OT0962.The dynamic height is computed by dividing the NAVD 88
 OT0962.geopotential number by the normal gravity value computed on the
 OT0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0962.degrees latitude (g = 980.6199 gals.).
 OT0962
 OT0962.The modeled gravity was interpolated from observed gravity values.
 OT0962
 OT0962;                    North         East    Units  Estimated Accuracy
 OT0962;SPC SD S     -    98,820.      374,270.      MT  (+/- 180 meters Scaled)
 OT0962
 OT0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH535835(NAD 83)
 OT0962
 OT0962                          SUPERSEDED SURVEY CONTROL
 OT0962
 OT0962.No superseded survey control is available for this station.
 OT0962
 OT0962_MARKER: DB = BENCH MARK DISK
 OT0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0962_STAMPING: 18-68.70 1993
 OT0962_MARK LOGO: SDDT
 OT0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0962+STABILITY: SURFACE MOTION
 OT0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0962+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0962
 OT0962  HISTORY     - Date     Condition        Report By
 OT0962  HISTORY     - 1993     MONUMENTED       SDDT
 OT0962  HISTORY     - 19930919 GOOD             NGS
 OT0962
 OT0962                          STATION DESCRIPTION
 OT0962
 OT0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0962'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0962'OF U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) EAST OF MILEPOST
 OT0962'68, 766.0 M (2513.1 FT) EAST OF A HIGHWAY BRIDGE, 29.6 M (97.1 FT)
 OT0962'NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OT0962'THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A T-FENCE CORNER, 0.3 M (1.0 FT)
 OT0962'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OT0962'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0961 ***********************************************************************
 OT0961  DESIGNATION -  18 069.70
 OT0961  PID         -  OT0961
 OT0961  STATE/COUNTY-  SD/FALL RIVER
 OT0961  COUNTRY     -  US
 OT0961  USGS QUAD   -  OELRICHS NE (2017)
 OT0961
 OT0961                         *CURRENT SURVEY CONTROL
 OT0961  ______________________________________________________________________
 OT0961* NAD 83(1986) POSITION- 43 11 12.     (N) 103 05 22.     (W)   SCALED
 OT0961* NAVD 88 ORTHO HEIGHT -  1017.396 (meters)     3337.91  (feet) ADJUSTED
 OT0961  ______________________________________________________________________
 OT0961  GEOID HEIGHT    -        -17.312 (meters)                     GEOID18
 OT0961  DYNAMIC HEIGHT  -       1016.956 (meters)     3336.46  (feet) COMP
 OT0961  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 OT0961
 OT0961  VERT ORDER      -  FIRST     CLASS II
 OT0961
 OT0961.The horizontal coordinates were scaled from a map and have
 OT0961.an estimated accuracy of +/- 6 seconds.
 OT0961
 OT0961.The orthometric height was determined by differential leveling and
 OT0961.adjusted by the NATIONAL GEODETIC SURVEY
 OT0961.in June 1994.
 OT0961
 OT0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0961.GEOID18 height accuracy estimate available here.
 OT0961
 OT0961.Click photographs - Photos may exist for this station.
 OT0961
 OT0961.The dynamic height is computed by dividing the NAVD 88
 OT0961.geopotential number by the normal gravity value computed on the
 OT0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0961.degrees latitude (g = 980.6199 gals.).
 OT0961
 OT0961.The modeled gravity was interpolated from observed gravity values.
 OT0961
 OT0961;                    North         East    Units  Estimated Accuracy
 OT0961;SPC SD S     -    98,520.      376,000.      MT  (+/- 180 meters Scaled)
 OT0961
 OT0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH552833(NAD 83)
 OT0961
 OT0961                          SUPERSEDED SURVEY CONTROL
 OT0961
 OT0961.No superseded survey control is available for this station.
 OT0961
 OT0961_MARKER: DB = BENCH MARK DISK
 OT0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0961_STAMPING: 18-69.70 1993
 OT0961_MARK LOGO: SDDT
 OT0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0961+STABILITY: SURFACE MOTION
 OT0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0961+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0961
 OT0961  HISTORY     - Date     Condition        Report By
 OT0961  HISTORY     - 1993     MONUMENTED       SDDT
 OT0961  HISTORY     - 19930919 GOOD             NGS
 OT0961
 OT0961                          STATION DESCRIPTION
 OT0961
 OT0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0961'12.1 KM (7.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0961'OF U.S. HIGHWAY 385 IN OELRICHS, 1.2 KM (0.75 MI) EAST OF MILEPOST
 OT0961'69, 24.6 M (80.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT)
 OT0961'WEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1.7 M (5.6 FT) BELOW
 OT0961'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A RIGHT-OF-WAY POST,
 OT0961'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT
 OT0961'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0960 ***********************************************************************
 OT0960  DESIGNATION -  18 070.70
 OT0960  PID         -  OT0960
 OT0960  STATE/COUNTY-  SD/FALL RIVER
 OT0960  COUNTRY     -  US
 OT0960  USGS QUAD   -  OELRICHS NE (2017)
 OT0960
 OT0960                         *CURRENT SURVEY CONTROL
 OT0960  ______________________________________________________________________
 OT0960* NAD 83(1986) POSITION- 43 11 03.     (N) 103 04 22.     (W)   SCALED
 OT0960* NAVD 88 ORTHO HEIGHT -  1011.863 (meters)     3319.75  (feet) ADJUSTED
 OT0960  ______________________________________________________________________
 OT0960  GEOID HEIGHT    -        -17.347 (meters)                     GEOID18
 OT0960  DYNAMIC HEIGHT  -       1011.426 (meters)     3318.32  (feet) COMP
 OT0960  MODELED GRAVITY -    980,154.1   (mgal)                       NAVD 88
 OT0960
 OT0960  VERT ORDER      -  FIRST     CLASS II
 OT0960
 OT0960.The horizontal coordinates were scaled from a map and have
 OT0960.an estimated accuracy of +/- 6 seconds.
 OT0960
 OT0960.The orthometric height was determined by differential leveling and
 OT0960.adjusted by the NATIONAL GEODETIC SURVEY
 OT0960.in June 1994.
 OT0960
 OT0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0960.GEOID18 height accuracy estimate available here.
 OT0960
 OT0960.Click photographs - Photos may exist for this station.
 OT0960
 OT0960.The dynamic height is computed by dividing the NAVD 88
 OT0960.geopotential number by the normal gravity value computed on the
 OT0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0960.degrees latitude (g = 980.6199 gals.).
 OT0960
 OT0960.The modeled gravity was interpolated from observed gravity values.
 OT0960
 OT0960;                    North         East    Units  Estimated Accuracy
 OT0960;SPC SD S     -    98,190.      377,350.      MT  (+/- 180 meters Scaled)
 OT0960
 OT0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH566830(NAD 83)
 OT0960
 OT0960                          SUPERSEDED SURVEY CONTROL
 OT0960
 OT0960.No superseded survey control is available for this station.
 OT0960
 OT0960_MARKER: DB = BENCH MARK DISK
 OT0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0960_STAMPING: 18-70.70 1993
 OT0960_MARK LOGO: SDDT
 OT0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0960+STABILITY: SURFACE MOTION
 OT0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0960+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0960
 OT0960  HISTORY     - Date     Condition        Report By
 OT0960  HISTORY     - 1993     MONUMENTED       SDDT
 OT0960  HISTORY     - 19930919 GOOD             NGS
 OT0960
 OT0960                          STATION DESCRIPTION
 OT0960
 OT0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0960'13.7 KM (8.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0960'OF U.S. HIGHWAY 385 IN OELRICHS, 1.3 KM (0.80 MI) EAST OF MILEPOST
 OT0960'70, 26.3 M (86.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.0 M (59.1
 OT0960'FT) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 4.4 M (14.4 FT)
 OT0960'WEST OF A FENCE CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OT0960'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 OT0960'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0959 ***********************************************************************
 OT0959  CBN         -  This is a Cooperative Base Network Control Station.
 OT0959  DESIGNATION -  18 071.70
 OT0959  PID         -  OT0959
 OT0959  STATE/COUNTY-  SD/FALL RIVER
 OT0959  COUNTRY     -  US
 OT0959  USGS QUAD   -  OELRICHS NE (2017)
 OT0959
 OT0959                         *CURRENT SURVEY CONTROL
 OT0959  ______________________________________________________________________
 OT0959* NAD 83(2011) POSITION- 43 11 27.45203(N) 103 03 22.30489(W)   ADJUSTED
 OT0959* NAD 83(2011) ELLIP HT-   993.862 (meters)        (06/27/12)   ADJUSTED
 OT0959* NAD 83(2011) EPOCH   -  2010.00
 OT0959* NAVD 88 ORTHO HEIGHT -  1011.215 (meters)     3317.63  (feet) ADJUSTED
 OT0959  ______________________________________________________________________
 OT0959  GEOID HEIGHT    -        -17.373 (meters)                     GEOID18
 OT0959  NAD 83(2011) X  - -1,052,314.517 (meters)                     COMP
 OT0959  NAD 83(2011) Y  - -4,537,764.949 (meters)                     COMP
 OT0959  NAD 83(2011) Z  -  4,343,673.155 (meters)                     COMP
 OT0959  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 OT0959  DYNAMIC HEIGHT  -       1010.784 (meters)     3316.21  (feet) COMP
 OT0959  MODELED GRAVITY -    980,158.7   (mgal)                       NAVD 88
 OT0959
 OT0959  VERT ORDER      -  FIRST     CLASS II
 OT0959
 OT0959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0959  Standards:
 OT0959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0959  -------------------------------------------------------------------
 OT0959  NETWORK    0.56   1.16           0.26   0.19   0.59     -0.04154561
 OT0959  -------------------------------------------------------------------
 OT0959  Click here for local accuracies and other accuracy information.
 OT0959
 OT0959.The horizontal coordinates were established by GPS observations
 OT0959.and adjusted by the National Geodetic Survey in June 2012.
 OT0959
 OT0959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0959.been affixed to the stable North American tectonic plate. See 
 OT0959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0959
 OT0959.The horizontal coordinates are valid at the epoch date displayed above
 OT0959.which is a decimal equivalence of Year/Month/Day.
 OT0959
 OT0959.The orthometric height was determined by differential leveling and
 OT0959.adjusted by the NATIONAL GEODETIC SURVEY
 OT0959.in June 1994.
 OT0959
 OT0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0959.GEOID18 height accuracy estimate available here.
 OT0959
 OT0959.Click photographs - Photos may exist for this station.
 OT0959
 OT0959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0959
 OT0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0959
 OT0959.The ellipsoidal height was determined by GPS observations
 OT0959.and is referenced to NAD 83.
 OT0959
 OT0959.The dynamic height is computed by dividing the NAVD 88
 OT0959.geopotential number by the normal gravity value computed on the
 OT0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0959.degrees latitude (g = 980.6199 gals.).
 OT0959
 OT0959.The modeled gravity was interpolated from observed gravity values.
 OT0959
 OT0959. The following values were computed from the NAD 83(2011) position.
 OT0959
 OT0959;                    North         East     Units Scale Factor Converg.
 OT0959;SPC SD S     -    98,902.104   378,718.094   MT  0.99993453   -1 52 42.1
 OT0959;SPC SD S     -   324,481.32  1,242,510.95   sFT  0.99993453   -1 52 42.1
 OT0959;UTM  13      - 4,783,854.930   657,946.714   MT  0.99990689   +1 19 50.4
 OT0959
 OT0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0959!SPC SD S     -   0.99984417  x   0.99993453  =   0.99977871
 OT0959!UTM  13      -   0.99984417  x   0.99990689  =   0.99975107
 OT0959
 OT0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5794683854(NAD 83)
 OT0959
 OT0959                          SUPERSEDED SURVEY CONTROL
 OT0959
 OT0959  NAD 83(2007)-  43 11 27.45190(N)    103 03 22.30599(W) AD(2002.00) 0
 OT0959  ELLIP H (02/10/07)  993.890  (m)                       GP(2002.00)    
 OT0959  NAD 83(1993)-  43 11 27.45132(N)    103 03 22.30586(W) AD(       ) A
 OT0959  ELLIP H (06/23/03)  993.879  (m)                       GP(       ) 3 1
 OT0959  NAVD 88            1011.22   (m)         3317.6    (f) LEVELING    3  
 OT0959
 OT0959.Superseded values are not recommended for survey control.
 OT0959
 OT0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0959.See file dsdata.pdf to determine how the superseded data were derived.
 OT0959
 OT0959_MARKER: Z = SEE DESCRIPTION
 OT0959_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0959_STAMPING: 18-71.70 1993
 OT0959_MARK LOGO: NGS
 OT0959_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0959_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0959+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 OT0959_ROD/PIPE-DEPTH: 6.40 meters
 OT0959_SLEEVE-DEPTH  : 3.00 meters
 OT0959
 OT0959  HISTORY     - Date     Condition        Report By
 OT0959  HISTORY     - 1993     MONUMENTED       SDDT
 OT0959  HISTORY     - 19930919 GOOD             NGS
 OT0959  HISTORY     - 20010514 GOOD             SDDT
 OT0959
 OT0959                          STATION DESCRIPTION
 OT0959
 OT0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0959'15.2 KM (9.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0959'OF U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) EAST OF MILEPOST
 OT0959'71, 29.3 M (96.1 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 OT0959'10.7 M (35.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6
 OT0959'FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.4
 OT0959'M (1.3 FT) NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OT0959'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OT0959'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OT0959'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OT0959'PVC PIPE.
 OT0959
 OT0959                          STATION RECOVERY (2001)
 OT0959
 OT0959'RECOVERY NOTE BY SD DEPT OF TRANSP 2001 (RAH)
 OT0959'RECOVERED AS DESCRIBED
 OT0959'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0958 ***********************************************************************
 OT0958  DESIGNATION -  18 072.70
 OT0958  PID         -  OT0958
 OT0958  STATE/COUNTY-  SD/FALL RIVER
 OT0958  COUNTRY     -  US
 OT0958  USGS QUAD   -  OELRICHS NE (2017)
 OT0958
 OT0958                         *CURRENT SURVEY CONTROL
 OT0958  ______________________________________________________________________
 OT0958* NAD 83(1986) POSITION- 43 11 38.     (N) 103 02 12.     (W)   SCALED
 OT0958* NAVD 88 ORTHO HEIGHT -   979.202 (meters)     3212.60  (feet) ADJUSTED
 OT0958  ______________________________________________________________________
 OT0958  GEOID HEIGHT    -        -17.407 (meters)                     GEOID18
 OT0958  DYNAMIC HEIGHT  -        978.787 (meters)     3211.24  (feet) COMP
 OT0958  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 OT0958
 OT0958  VERT ORDER      -  FIRST     CLASS II
 OT0958
 OT0958.The horizontal coordinates were scaled from a map and have
 OT0958.an estimated accuracy of +/- 6 seconds.
 OT0958
 OT0958.The orthometric height was determined by differential leveling and
 OT0958.adjusted by the NATIONAL GEODETIC SURVEY
 OT0958.in June 1994.
 OT0958
 OT0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0958.GEOID18 height accuracy estimate available here.
 OT0958
 OT0958.Click photographs - Photos may exist for this station.
 OT0958
 OT0958.The dynamic height is computed by dividing the NAVD 88
 OT0958.geopotential number by the normal gravity value computed on the
 OT0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0958.degrees latitude (g = 980.6199 gals.).
 OT0958
 OT0958.The modeled gravity was interpolated from observed gravity values.
 OT0958
 OT0958;                    North         East    Units  Estimated Accuracy
 OT0958;SPC SD S     -    99,180.      380,320.      MT  (+/- 180 meters Scaled)
 OT0958
 OT0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH595842(NAD 83)
 OT0958
 OT0958                          SUPERSEDED SURVEY CONTROL
 OT0958
 OT0958.No superseded survey control is available for this station.
 OT0958
 OT0958_MARKER: DB = BENCH MARK DISK
 OT0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0958_STAMPING: 18-72.70 1993
 OT0958_MARK LOGO: SDDT
 OT0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0958+STABILITY: SURFACE MOTION
 OT0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0958+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0958
 OT0958  HISTORY     - Date     Condition        Report By
 OT0958  HISTORY     - 1993     MONUMENTED       SDDT
 OT0958  HISTORY     - 19930919 GOOD             NGS
 OT0958
 OT0958                          STATION DESCRIPTION
 OT0958
 OT0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0958'16.8 KM (10.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0958'OF U.S. HIGHWAY 385 IN OELRICHS, 1.1 KM (0.70 MI) EAST OF MILEPOST
 OT0958'72, 22.5 M (73.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9
 OT0958'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A
 OT0958'WITNESS POST AND THE SOUTHWEST END OF A BRACED FENCE POST, AND THE
 OT0958'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0957 ***********************************************************************
 OT0957  DESIGNATION -  18 073.70
 OT0957  PID         -  OT0957
 OT0957  STATE/COUNTY-  SD/FALL RIVER
 OT0957  COUNTRY     -  US
 OT0957  USGS QUAD   -  OELRICHS NE (2017)
 OT0957
 OT0957                         *CURRENT SURVEY CONTROL
 OT0957  ______________________________________________________________________
 OT0957* NAD 83(1986) POSITION- 43 11 44.     (N) 103 01 13.     (W)   SCALED
 OT0957* NAVD 88 ORTHO HEIGHT -   971.332 (meters)     3186.78  (feet) ADJUSTED
 OT0957  ______________________________________________________________________
 OT0957  GEOID HEIGHT    -        -17.436 (meters)                     GEOID18
 OT0957  DYNAMIC HEIGHT  -        970.923 (meters)     3185.44  (feet) COMP
 OT0957  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 OT0957
 OT0957  VERT ORDER      -  FIRST     CLASS II
 OT0957
 OT0957.The horizontal coordinates were scaled from a map and have
 OT0957.an estimated accuracy of +/- 6 seconds.
 OT0957
 OT0957.The orthometric height was determined by differential leveling and
 OT0957.adjusted by the NATIONAL GEODETIC SURVEY
 OT0957.in June 1994.
 OT0957
 OT0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0957.GEOID18 height accuracy estimate available here.
 OT0957
 OT0957.Click photographs - Photos may exist for this station.
 OT0957
 OT0957.The dynamic height is computed by dividing the NAVD 88
 OT0957.geopotential number by the normal gravity value computed on the
 OT0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0957.degrees latitude (g = 980.6199 gals.).
 OT0957
 OT0957.The modeled gravity was interpolated from observed gravity values.
 OT0957
 OT0957;                    North         East    Units  Estimated Accuracy
 OT0957;SPC SD S     -    99,320.      381,650.      MT  (+/- 180 meters Scaled)
 OT0957
 OT0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH608844(NAD 83)
 OT0957
 OT0957                          SUPERSEDED SURVEY CONTROL
 OT0957
 OT0957.No superseded survey control is available for this station.
 OT0957
 OT0957_MARKER: DB = BENCH MARK DISK
 OT0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0957_STAMPING: 18-73.70 1993
 OT0957_MARK LOGO: SDDT
 OT0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0957+STABILITY: SURFACE MOTION
 OT0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0957+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0957
 OT0957  HISTORY     - Date     Condition        Report By
 OT0957  HISTORY     - 1993     MONUMENTED       SDDT
 OT0957  HISTORY     - 19930919 GOOD             NGS
 OT0957
 OT0957                          STATION DESCRIPTION
 OT0957
 OT0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0957'18.5 KM (11.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0957'OF U.S. HIGHWAY 385 IN OELRICHS, 1.2 KM (0.75 MI) EAST OF MILEPOST
 OT0957'73, 78.6 M (257.9 FT) SOUTHEAST OF A T-FENCE CORNER, 22.2 M (72.8 FT)
 OT0957'SOUTHWEST OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) SOUTHEAST OF THE
 OT0957'CENTER OF A DITCH BLOCK, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OT0957'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND
 OT0957'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0955 ***********************************************************************
 OT0955  DESIGNATION -  18 075.75
 OT0955  PID         -  OT0955
 OT0955  STATE/COUNTY-  SD/SHANNON
 OT0955  COUNTRY     -  US
 OT0955  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0955
 OT0955                         *CURRENT SURVEY CONTROL
 OT0955  ______________________________________________________________________
 OT0955* NAD 83(1986) POSITION- 43 11 19.     (N) 102 59 02.     (W)   SCALED
 OT0955* NAVD 88 ORTHO HEIGHT -   926.248 (meters)     3038.87  (feet) ADJUSTED
 OT0955  ______________________________________________________________________
 OT0955  GEOID HEIGHT    -        -17.513 (meters)                     GEOID18
 OT0955  DYNAMIC HEIGHT  -        925.861 (meters)     3037.60  (feet) COMP
 OT0955  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 OT0955
 OT0955  VERT ORDER      -  FIRST     CLASS II
 OT0955
 OT0955.The horizontal coordinates were scaled from a map and have
 OT0955.an estimated accuracy of +/- 6 seconds.
 OT0955
 OT0955.The orthometric height was determined by differential leveling and
 OT0955.adjusted by the NATIONAL GEODETIC SURVEY
 OT0955.in June 1994.
 OT0955
 OT0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0955.GEOID18 height accuracy estimate available here.
 OT0955
 OT0955.Click photographs - Photos may exist for this station.
 OT0955
 OT0955.The dynamic height is computed by dividing the NAVD 88
 OT0955.geopotential number by the normal gravity value computed on the
 OT0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0955.degrees latitude (g = 980.6199 gals.).
 OT0955
 OT0955.The modeled gravity was interpolated from observed gravity values.
 OT0955
 OT0955;                    North         East    Units  Estimated Accuracy
 OT0955;SPC SD S     -    98,450.      384,580.      MT  (+/- 180 meters Scaled)
 OT0955
 OT0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH638837(NAD 83)
 OT0955
 OT0955                          SUPERSEDED SURVEY CONTROL
 OT0955
 OT0955.No superseded survey control is available for this station.
 OT0955
 OT0955_MARKER: DB = BENCH MARK DISK
 OT0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0955_STAMPING: 18-75.75 1993
 OT0955_MARK LOGO: SDDT
 OT0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0955+STABILITY: SURFACE MOTION
 OT0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0955+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0955
 OT0955  HISTORY     - Date     Condition        Report By
 OT0955  HISTORY     - 1993     MONUMENTED       SDDT
 OT0955  HISTORY     - 19930919 GOOD             NGS
 OT0955
 OT0955                          STATION DESCRIPTION
 OT0955
 OT0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0955'21.8 KM (13.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0955'OF U.S. HIGHWAY 385 IN OELRICHS, 363.0 M (1190.9 FT) WEST OF
 OT0955'MILEPOST 76, 24.1 M (79.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.5 M
 OT0955'(60.7 FT) SOUTHEAST OF THE SOUTH END OF A PIPE CULVERT, 0.4 M (1.3
 OT0955'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0955'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0955'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0954 ***********************************************************************
 OT0954  DESIGNATION -  18 076.80
 OT0954  PID         -  OT0954
 OT0954  STATE/COUNTY-  SD/SHANNON
 OT0954  COUNTRY     -  US
 OT0954  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0954
 OT0954                         *CURRENT SURVEY CONTROL
 OT0954  ______________________________________________________________________
 OT0954* NAD 83(1986) POSITION- 43 11 17.15   (N) 102 57 44.95   (W)   HD_HELD1
 OT0954* NAVD 88 ORTHO HEIGHT -   921.474 (meters)     3023.20  (feet) ADJUSTED
 OT0954  ______________________________________________________________________
 OT0954  GEOID HEIGHT    -        -17.550 (meters)                     GEOID18
 OT0954  DYNAMIC HEIGHT  -        921.092 (meters)     3021.95  (feet) COMP
 OT0954  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 OT0954
 OT0954  VERT ORDER      -  FIRST     CLASS II
 OT0954
 OT0954.The horizontal coordinates were determined by differentially corrected
 OT0954.hand held GPS observations or other comparable positioning techniques
 OT0954.and have an estimated accuracy of +/- 3 meters.
 OT0954
 OT0954.The orthometric height was determined by differential leveling and
 OT0954.adjusted by the NATIONAL GEODETIC SURVEY
 OT0954.in June 1994.
 OT0954
 OT0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0954.GEOID18 height accuracy estimate available here.
 OT0954
 OT0954.Click photographs - Photos may exist for this station.
 OT0954
 OT0954.The dynamic height is computed by dividing the NAVD 88
 OT0954.geopotential number by the normal gravity value computed on the
 OT0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0954.degrees latitude (g = 980.6199 gals.).
 OT0954
 OT0954.The modeled gravity was interpolated from observed gravity values.
 OT0954
 OT0954;                    North         East    Units  Estimated Accuracy
 OT0954;SPC SD S     -    98,339.0     386,321.1     MT  (+/- 3 meters HH1 GPS) 
 OT0954
 OT0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6556983718(NAD 83)
 OT0954
 OT0954                          SUPERSEDED SURVEY CONTROL
 OT0954
 OT0954.No superseded survey control is available for this station.
 OT0954
 OT0954_MARKER: Z = SEE DESCRIPTION
 OT0954_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0954_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0954_STAMPING: 18-76.80 1993
 OT0954_MARK LOGO: NGS
 OT0954_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0954_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0954+STABILITY: POSITION/ELEVATION WELL
 OT0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0954+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0954_ROD/PIPE-DEPTH: 6.4 meters
 OT0954_SLEEVE-DEPTH  : 3.0 meters
 OT0954
 OT0954  HISTORY     - Date     Condition        Report By
 OT0954  HISTORY     - 1993     MONUMENTED       SDDT
 OT0954  HISTORY     - 19930919 GOOD             NGS
 OT0954
 OT0954                          STATION DESCRIPTION
 OT0954
 OT0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0954'26.4 KM (16.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0954'OF U.S. HIGHWAY 385 IN OELRICHS, 1.2 KM (0.75 MI) EAST OF MILEPOST
 OT0954'76, 145.0 M (475.7 FT) EAST OF A HIGHWAY BRIDGE SPANNING SOUTH
 OT0954'BRANCH, 22.0 M (72.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3
 OT0954'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) NORTH OF A
 OT0954'FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OT0954'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD
 OT0954'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 OT0954'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 OT0954'A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OT0954'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0953 ***********************************************************************
 OT0953  DESIGNATION -  18 077.70
 OT0953  PID         -  OT0953
 OT0953  STATE/COUNTY-  SD/SHANNON
 OT0953  COUNTRY     -  US
 OT0953  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0953
 OT0953                         *CURRENT SURVEY CONTROL
 OT0953  ______________________________________________________________________
 OT0953* NAD 83(1986) POSITION- 43 11 16.     (N) 102 56 45.     (W)   SCALED
 OT0953* NAVD 88 ORTHO HEIGHT -   930.166 (meters)     3051.72  (feet) ADJUSTED
 OT0953  ______________________________________________________________________
 OT0953  GEOID HEIGHT    -        -17.578 (meters)                     GEOID18
 OT0953  DYNAMIC HEIGHT  -        929.783 (meters)     3050.46  (feet) COMP
 OT0953  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 OT0953
 OT0953  VERT ORDER      -  FIRST     CLASS II
 OT0953
 OT0953.The horizontal coordinates were scaled from a map and have
 OT0953.an estimated accuracy of +/- 6 seconds.
 OT0953
 OT0953.The orthometric height was determined by differential leveling and
 OT0953.adjusted by the NATIONAL GEODETIC SURVEY
 OT0953.in June 1994.
 OT0953
 OT0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0953.GEOID18 height accuracy estimate available here.
 OT0953
 OT0953.Click photographs - Photos may exist for this station.
 OT0953
 OT0953.The dynamic height is computed by dividing the NAVD 88
 OT0953.geopotential number by the normal gravity value computed on the
 OT0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0953.degrees latitude (g = 980.6199 gals.).
 OT0953
 OT0953.The modeled gravity was interpolated from observed gravity values.
 OT0953
 OT0953;                    North         East    Units  Estimated Accuracy
 OT0953;SPC SD S     -    98,260.      387,670.      MT  (+/- 180 meters Scaled)
 OT0953
 OT0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH669837(NAD 83)
 OT0953
 OT0953                          SUPERSEDED SURVEY CONTROL
 OT0953
 OT0953.No superseded survey control is available for this station.
 OT0953
 OT0953_MARKER: DB = BENCH MARK DISK
 OT0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0953_STAMPING: 18-77.70 1993
 OT0953_MARK LOGO: SDDT
 OT0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0953+STABILITY: SURFACE MOTION
 OT0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0953+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0953
 OT0953  HISTORY     - Date     Condition        Report By
 OT0953  HISTORY     - 1993     MONUMENTED       SDDT
 OT0953  HISTORY     - 19930919 GOOD             NGS
 OT0953
 OT0953                          STATION DESCRIPTION
 OT0953
 OT0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0953'27.8 KM (17.25 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0953'OF U.S. HIGHWAY 385 IN OELRICHS, 0.9 KM (0.55 MI) EAST OF MILEPOST
 OT0953'77, 28.6 M (93.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT)
 OT0953'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0953'POST AND FENCE, ON THE EXTENDED CENTER OF A FIELD ENTRANCE, AND THE
 OT0953'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0951 ***********************************************************************
 OT0951  DESIGNATION -  18 079.60
 OT0951  PID         -  OT0951
 OT0951  STATE/COUNTY-  SD/SHANNON
 OT0951  COUNTRY     -  US
 OT0951  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0951
 OT0951                         *CURRENT SURVEY CONTROL
 OT0951  ______________________________________________________________________
 OT0951* NAD 83(1986) POSITION- 43 11 32.     (N) 102 54 21.     (W)   SCALED
 OT0951* NAVD 88 ORTHO HEIGHT -   928.605 (meters)     3046.60  (feet) ADJUSTED
 OT0951  ______________________________________________________________________
 OT0951  GEOID HEIGHT    -        -17.636 (meters)                     GEOID18
 OT0951  DYNAMIC HEIGHT  -        928.223 (meters)     3045.35  (feet) COMP
 OT0951  MODELED GRAVITY -    980,177.1   (mgal)                       NAVD 88
 OT0951
 OT0951  VERT ORDER      -  FIRST     CLASS II
 OT0951
 OT0951.The horizontal coordinates were scaled from a map and have
 OT0951.an estimated accuracy of +/- 6 seconds.
 OT0951
 OT0951.The orthometric height was determined by differential leveling and
 OT0951.adjusted by the NATIONAL GEODETIC SURVEY
 OT0951.in June 1994.
 OT0951
 OT0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0951.GEOID18 height accuracy estimate available here.
 OT0951
 OT0951.Click photographs - Photos may exist for this station.
 OT0951
 OT0951.The dynamic height is computed by dividing the NAVD 88
 OT0951.geopotential number by the normal gravity value computed on the
 OT0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0951.degrees latitude (g = 980.6199 gals.).
 OT0951
 OT0951.The modeled gravity was interpolated from observed gravity values.
 OT0951
 OT0951;                    North         East    Units  Estimated Accuracy
 OT0951;SPC SD S     -    98,650.      390,940.      MT  (+/- 180 meters Scaled)
 OT0951
 OT0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH701842(NAD 83)
 OT0951
 OT0951                          SUPERSEDED SURVEY CONTROL
 OT0951
 OT0951.No superseded survey control is available for this station.
 OT0951
 OT0951_MARKER: DB = BENCH MARK DISK
 OT0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0951_STAMPING: 18-79.60 1993
 OT0951_MARK LOGO: SDDT
 OT0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0951+STABILITY: SURFACE MOTION
 OT0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0951+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0951
 OT0951  HISTORY     - Date     Condition        Report By
 OT0951  HISTORY     - 1993     MONUMENTED       SDDT
 OT0951  HISTORY     - 19930919 GOOD             NGS
 OT0951
 OT0951                          STATION DESCRIPTION
 OT0951
 OT0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0951'30.9 KM (19.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0951'OF U.S. HIGHWAY 385 IN OELRICHS, 0.9 KM (0.55 MI) EAST OF MILEPOST
 OT0951'79, 29.0 M (95.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT)
 OT0951'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0951'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0951'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0950 ***********************************************************************
 OT0950  DESIGNATION -  18 080.85
 OT0950  PID         -  OT0950
 OT0950  STATE/COUNTY-  SD/SHANNON
 OT0950  COUNTRY     -  US
 OT0950  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0950
 OT0950                         *CURRENT SURVEY CONTROL
 OT0950  ______________________________________________________________________
 OT0950* NAD 83(1986) POSITION- 43 11 17.     (N) 102 53 04.     (W)   SCALED
 OT0950* NAVD 88 ORTHO HEIGHT -   950.000 (meters)     3116.79  (feet) ADJUSTED
 OT0950  ______________________________________________________________________
 OT0950  GEOID HEIGHT    -        -17.669 (meters)                     GEOID18
 OT0950  DYNAMIC HEIGHT  -        949.610 (meters)     3115.51  (feet) COMP
 OT0950  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 OT0950
 OT0950  VERT ORDER      -  FIRST     CLASS II
 OT0950
 OT0950.The horizontal coordinates were scaled from a map and have
 OT0950.an estimated accuracy of +/- 6 seconds.
 OT0950
 OT0950.The orthometric height was determined by differential leveling and
 OT0950.adjusted by the NATIONAL GEODETIC SURVEY
 OT0950.in June 1994.
 OT0950
 OT0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0950.GEOID18 height accuracy estimate available here.
 OT0950
 OT0950.Click photographs - Photos may exist for this station.
 OT0950
 OT0950.The dynamic height is computed by dividing the NAVD 88
 OT0950.geopotential number by the normal gravity value computed on the
 OT0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0950.degrees latitude (g = 980.6199 gals.).
 OT0950
 OT0950.The modeled gravity was interpolated from observed gravity values.
 OT0950
 OT0950;                    North         East    Units  Estimated Accuracy
 OT0950;SPC SD S     -    98,140.      392,660.      MT  (+/- 180 meters Scaled)
 OT0950
 OT0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH719838(NAD 83)
 OT0950
 OT0950                          SUPERSEDED SURVEY CONTROL
 OT0950
 OT0950.No superseded survey control is available for this station.
 OT0950
 OT0950_MARKER: DB = BENCH MARK DISK
 OT0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0950_STAMPING: 18-80.85 1993
 OT0950_MARK LOGO: SDDT
 OT0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0950+STABILITY: SURFACE MOTION
 OT0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0950+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0950
 OT0950  HISTORY     - Date     Condition        Report By
 OT0950  HISTORY     - 1993     MONUMENTED       SDDT
 OT0950  HISTORY     - 19930919 GOOD             NGS
 OT0950
 OT0950                          STATION DESCRIPTION
 OT0950
 OT0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0950'32.9 KM (20.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0950'OF U.S. HIGHWAY 385 IN OELRICHS, 1.3 KM (0.80 MI) EAST OF MILEPOST
 OT0950'80, 24.5 M (80.4 FT) WEST OF A T-FENCE CORNER, 23.0 M (75.5 FT) SOUTH
 OT0950'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) NORTH OF A
 OT0950'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OT0950'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0948 ***********************************************************************
 OT0948  FBN         -  This is a Federal Base Network Control Station.
 OT0948  DESIGNATION -  18 083.00
 OT0948  PID         -  OT0948
 OT0948  STATE/COUNTY-  SD/SHANNON
 OT0948  COUNTRY     -  US
 OT0948  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0948
 OT0948                         *CURRENT SURVEY CONTROL
 OT0948  ______________________________________________________________________
 OT0948* NAD 83(2011) POSITION- 43 11 17.14668(N) 102 50 28.88934(W)   ADJUSTED
 OT0948* NAD 83(2011) ELLIP HT-   895.104 (meters)        (06/27/12)   ADJUSTED
 OT0948* NAD 83(2011) EPOCH   -  2010.00
 OT0948* NAVD 88 ORTHO HEIGHT -   912.856 (meters)     2994.93  (feet) ADJUSTED
 OT0948  ______________________________________________________________________
 OT0948  GEOID HEIGHT    -        -17.734 (meters)                     GEOID18
 OT0948  NAD 83(2011) X  - -1,035,324.625 (meters)                     COMP
 OT0948  NAD 83(2011) Y  - -4,541,820.869 (meters)                     COMP
 OT0948  NAD 83(2011) Z  -  4,343,373.660 (meters)                     COMP
 OT0948  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 OT0948  DYNAMIC HEIGHT  -        912.480 (meters)     2993.69  (feet) COMP
 OT0948  MODELED GRAVITY -    980,177.3   (mgal)                       NAVD 88
 OT0948
 OT0948  VERT ORDER      -  FIRST     CLASS II
 OT0948
 OT0948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0948  Standards:
 OT0948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0948  -------------------------------------------------------------------
 OT0948  NETWORK    0.48   1.04           0.22   0.16   0.53     -0.03707929
 OT0948  -------------------------------------------------------------------
 OT0948  Click here for local accuracies and other accuracy information.
 OT0948
 OT0948.The horizontal coordinates were established by GPS observations
 OT0948.and adjusted by the National Geodetic Survey in June 2012.
 OT0948
 OT0948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0948.been affixed to the stable North American tectonic plate. See 
 OT0948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0948
 OT0948.The horizontal coordinates are valid at the epoch date displayed above
 OT0948.which is a decimal equivalence of Year/Month/Day.
 OT0948
 OT0948.The orthometric height was determined by differential leveling and
 OT0948.adjusted by the NATIONAL GEODETIC SURVEY
 OT0948.in June 1994.
 OT0948
 OT0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0948.GEOID18 height accuracy estimate available here.
 OT0948
 OT0948.Click photographs - Photos may exist for this station.
 OT0948
 OT0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0948
 OT0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0948
 OT0948.The ellipsoidal height was determined by GPS observations
 OT0948.and is referenced to NAD 83.
 OT0948
 OT0948.The dynamic height is computed by dividing the NAVD 88
 OT0948.geopotential number by the normal gravity value computed on the
 OT0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0948.degrees latitude (g = 980.6199 gals.).
 OT0948
 OT0948.The modeled gravity was interpolated from observed gravity values.
 OT0948
 OT0948. The following values were computed from the NAD 83(2011) position.
 OT0948
 OT0948;                    North         East     Units Scale Factor Converg.
 OT0948;SPC SD S     -    98,034.432   396,162.410   MT  0.99993490   -1 43 48.6
 OT0948;SPC SD S     -   321,634.63  1,299,742.84   sFT  0.99993490   -1 43 48.6
 OT0948;UTM  13      - 4,783,964.964   675,412.377   MT  0.99997852   +1 28 39.9
 OT0948
 OT0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0948!SPC SD S     -   0.99985965  x   0.99993490  =   0.99979456
 OT0948!UTM  13      -   0.99985965  x   0.99997852  =   0.99983817
 OT0948
 OT0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7541283964(NAD 83)
 OT0948
 OT0948                          SUPERSEDED SURVEY CONTROL
 OT0948
 OT0948  NAD 83(2007)-  43 11 17.14655(N)    102 50 28.89044(W) AD(2002.00) 0
 OT0948  ELLIP H (02/10/07)  895.132  (m)                       GP(2002.00)    
 OT0948  ELLIP H (06/23/03)  895.116  (m)                       GP(       ) 3 1
 OT0948  NAD 83(1996)-  43 11 17.14597(N)    102 50 28.89047(W) AD(       ) B
 OT0948  ELLIP H (04/18/97)  895.169  (m)                       GP(       ) 4 1
 OT0948  NAVD 88             912.86   (m)         2994.9    (f) LEVELING    3  
 OT0948
 OT0948.Superseded values are not recommended for survey control.
 OT0948
 OT0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0948.See file dsdata.pdf to determine how the superseded data were derived.
 OT0948
 OT0948_MARKER: Z = SEE DESCRIPTION
 OT0948_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0948_STAMPING: 18-83.00 1993
 OT0948_MARK LOGO: NGS
 OT0948_PROJECTION: PROJECTING 4 CENTIMETERS
 OT0948_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0948+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 OT0948_ROD/PIPE-DEPTH: 6.40 meters
 OT0948_SLEEVE-DEPTH  : 1.80 meters
 OT0948
 OT0948  HISTORY     - Date     Condition        Report By
 OT0948  HISTORY     - 1993     MONUMENTED       SDDT
 OT0948  HISTORY     - 19930919 GOOD             NGS
 OT0948  HISTORY     - 19950819 GOOD             NGS
 OT0948  HISTORY     - 20020514 GOOD             SDDT
 OT0948
 OT0948                          STATION DESCRIPTION
 OT0948
 OT0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0948'33.3 KM (20.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0948'OFFICE IN PINE RIDGE, 22.0 M (72.2 FT) SOUTH OF THE HIGHWAY
 OT0948'CENTERLINE, 12.6 M (41.3 FT) SOUTH OF MILEPOST 83, 1.0 M (3.3 FT)
 OT0948'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.3
 OT0948'M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A
 OT0948'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OT0948'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OT0948'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OT0948'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OT0948
 OT0948                          STATION RECOVERY (1995)
 OT0948
 OT0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 OT0948'THE STATION IS LOCATED ABOUT 33.0 KM (20.50 MI) NORTHWEST OF PINE
 OT0948'RIDGE AND 8.7 KM (5.40 MI) WEST OF OGLALA, ON U.S. HIGHWAY 18.
 OT0948'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 OT0948'POST OFFICE IN OGLALA, GO WEST ON U.S. HIGHWAY 18 FOR 5.5 KM (3.40 MI)
 OT0948'TO THE 1ST OF 2 BRIDGES SPANNING THE WHITE RIVER, CONTINUE WEST ON
 OT0948'U.S. HIGHWAY 18 FOR 3.2 KM (2.00 MI) TO THE STATION ON THE LEFT AT
 OT0948'MILEPOST 83.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 OT0948'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 OT0948'STEEL PIPE.  LOCATED 22.0 M (72.2 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OT0948'12.6 M (41.3 FT) SOUTH OF MILEPOST 83, 1.4 M (4.6 FT) BELOW THE LEVEL
 OT0948'OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.35 M (1.15 FT)
 OT0948'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD
 OT0948'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OT0948'AND THEN A 4-INCH PVC CAP.
 OT0948
 OT0948                          STATION RECOVERY (2002)
 OT0948
 OT0948'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0948'RECOVERED AS DESCRIBED
 OT0948'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0947 ***********************************************************************
 OT0947  DESIGNATION -  18 084.10
 OT0947  PID         -  OT0947
 OT0947  STATE/COUNTY-  SD/SHANNON
 OT0947  COUNTRY     -  US
 OT0947  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0947
 OT0947                         *CURRENT SURVEY CONTROL
 OT0947  ______________________________________________________________________
 OT0947* NAD 83(1986) POSITION- 43 11 16.     (N) 102 49 09.     (W)   SCALED
 OT0947* NAVD 88 ORTHO HEIGHT -   895.519 (meters)     2938.05  (feet) ADJUSTED
 OT0947  ______________________________________________________________________
 OT0947  GEOID HEIGHT    -        -17.765 (meters)                     GEOID18
 OT0947  DYNAMIC HEIGHT  -        895.150 (meters)     2936.84  (feet) COMP
 OT0947  MODELED GRAVITY -    980,178.0   (mgal)                       NAVD 88
 OT0947
 OT0947  VERT ORDER      -  FIRST     CLASS II
 OT0947
 OT0947.The horizontal coordinates were scaled from a map and have
 OT0947.an estimated accuracy of +/- 6 seconds.
 OT0947
 OT0947.The orthometric height was determined by differential leveling and
 OT0947.adjusted by the NATIONAL GEODETIC SURVEY
 OT0947.in June 1994.
 OT0947
 OT0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0947.GEOID18 height accuracy estimate available here.
 OT0947
 OT0947.Click photographs - Photos may exist for this station.
 OT0947
 OT0947.The dynamic height is computed by dividing the NAVD 88
 OT0947.geopotential number by the normal gravity value computed on the
 OT0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0947.degrees latitude (g = 980.6199 gals.).
 OT0947
 OT0947.The modeled gravity was interpolated from observed gravity values.
 OT0947
 OT0947;                    North         East    Units  Estimated Accuracy
 OT0947;SPC SD S     -    97,950.      397,960.      MT  (+/- 180 meters Scaled)
 OT0947
 OT0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH772839(NAD 83)
 OT0947
 OT0947                          SUPERSEDED SURVEY CONTROL
 OT0947
 OT0947.No superseded survey control is available for this station.
 OT0947
 OT0947_MARKER: DB = BENCH MARK DISK
 OT0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0947_STAMPING: 18-84.10 1993
 OT0947_MARK LOGO: SDDT
 OT0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0947+STABILITY: SURFACE MOTION
 OT0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0947+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0947
 OT0947  HISTORY     - Date     Condition        Report By
 OT0947  HISTORY     - 1993     MONUMENTED       SDDT
 OT0947  HISTORY     - 19930919 GOOD             NGS
 OT0947
 OT0947                          STATION DESCRIPTION
 OT0947
 OT0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0947'31.4 KM (19.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0947'OFFICE IN PINE RIDGE, 440.0 M (1443.6 FT) EAST OF A HIGHWAY BRIDGE
 OT0947'SPANNING SLIM BUTTE CREEK, 181.0 M (593.8 FT) WEST OF THE
 OT0947'INTERSECTION OF BIA ROAD 41, 153.0 M (502.0 FT) EAST OF MILEPOST 84,
 OT0947'22.4 M (73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.7 M (5.6 FT)
 OT0947'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0947'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0947'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0945 ***********************************************************************
 OT0945  DESIGNATION -  18 085.90
 OT0945  PID         -  OT0945
 OT0945  STATE/COUNTY-  SD/SHANNON
 OT0945  COUNTRY     -  US
 OT0945  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0945
 OT0945                         *CURRENT SURVEY CONTROL
 OT0945  ______________________________________________________________________
 OT0945* NAD 83(1986) POSITION- 43 11 16.     (N) 102 47 02.     (W)   SCALED
 OT0945* NAVD 88 ORTHO HEIGHT -   905.578 (meters)     2971.05  (feet) ADJUSTED
 OT0945  ______________________________________________________________________
 OT0945  GEOID HEIGHT    -        -17.809 (meters)                     GEOID18
 OT0945  DYNAMIC HEIGHT  -        905.206 (meters)     2969.83  (feet) COMP
 OT0945  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 OT0945
 OT0945  VERT ORDER      -  FIRST     CLASS II
 OT0945
 OT0945.The horizontal coordinates were scaled from a map and have
 OT0945.an estimated accuracy of +/- 6 seconds.
 OT0945
 OT0945.The orthometric height was determined by differential leveling and
 OT0945.adjusted by the NATIONAL GEODETIC SURVEY
 OT0945.in June 1994.
 OT0945
 OT0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0945.GEOID18 height accuracy estimate available here.
 OT0945
 OT0945.Click photographs - Photos may exist for this station.
 OT0945
 OT0945.The dynamic height is computed by dividing the NAVD 88
 OT0945.geopotential number by the normal gravity value computed on the
 OT0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0945.degrees latitude (g = 980.6199 gals.).
 OT0945
 OT0945.The modeled gravity was interpolated from observed gravity values.
 OT0945
 OT0945;                    North         East    Units  Estimated Accuracy
 OT0945;SPC SD S     -    97,860.      400,830.      MT  (+/- 180 meters Scaled)
 OT0945
 OT0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH800840(NAD 83)
 OT0945
 OT0945                          SUPERSEDED SURVEY CONTROL
 OT0945
 OT0945.No superseded survey control is available for this station.
 OT0945
 OT0945_MARKER: Z = SEE DESCRIPTION
 OT0945_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0945_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0945_STAMPING: 18-85.90 1993
 OT0945_MARK LOGO: NGS
 OT0945_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0945_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0945+STABILITY: POSITION/ELEVATION WELL
 OT0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0945+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0945_ROD/PIPE-DEPTH: 6.4 meters
 OT0945_SLEEVE-DEPTH  : 3.0 meters
 OT0945
 OT0945  HISTORY     - Date     Condition        Report By
 OT0945  HISTORY     - 1993     MONUMENTED       SDDT
 OT0945  HISTORY     - 19930919 GOOD             NGS
 OT0945
 OT0945                          STATION DESCRIPTION
 OT0945
 OT0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0945'28.4 KM (17.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0945'OFFICE IN PINE RIDGE, 113.0 M (370.7 FT) WEST OF MILEPOST 86, 19.6 M
 OT0945'(64.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) EAST OF A
 OT0945'UTILITY LINE CROSSING THE HIGHWAY, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 OT0945'THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF A FENCE CORNER, 0.6 M (2.0
 OT0945'FT) NORTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.4
 OT0945'M (1.3 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OT0945'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OT0945'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OT0945'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OT0945'PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0944 ***********************************************************************
 OT0944  DESIGNATION -  18 087.00
 OT0944  PID         -  OT0944
 OT0944  STATE/COUNTY-  SD/SHANNON
 OT0944  COUNTRY     -  US
 OT0944  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0944
 OT0944                         *CURRENT SURVEY CONTROL
 OT0944  ______________________________________________________________________
 OT0944* NAD 83(1986) POSITION- 43 11 16.14   (N) 102 45 49.35   (W)   HD_HELD1
 OT0944* NAVD 88 ORTHO HEIGHT -   916.401 (meters)     3006.56  (feet) ADJUSTED
 OT0944  ______________________________________________________________________
 OT0944  GEOID HEIGHT    -        -17.836 (meters)                     GEOID18
 OT0944  DYNAMIC HEIGHT  -        916.026 (meters)     3005.33  (feet) COMP
 OT0944  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 OT0944
 OT0944  VERT ORDER      -  FIRST     CLASS II
 OT0944
 OT0944.The horizontal coordinates were determined by differentially corrected
 OT0944.hand held GPS observations or other comparable positioning techniques
 OT0944.and have an estimated accuracy of +/- 3 meters.
 OT0944
 OT0944.The orthometric height was determined by differential leveling and
 OT0944.adjusted by the NATIONAL GEODETIC SURVEY
 OT0944.in June 1994.
 OT0944
 OT0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0944.GEOID18 height accuracy estimate available here.
 OT0944
 OT0944.Click photographs - Photos may exist for this station.
 OT0944
 OT0944.The dynamic height is computed by dividing the NAVD 88
 OT0944.geopotential number by the normal gravity value computed on the
 OT0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0944.degrees latitude (g = 980.6199 gals.).
 OT0944
 OT0944.The modeled gravity was interpolated from observed gravity values.
 OT0944
 OT0944;                    North         East    Units  Estimated Accuracy
 OT0944;SPC SD S     -    97,815.8     402,470.6     MT  (+/- 3 meters HH1 GPS) 
 OT0944
 OT0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8172384099(NAD 83)
 OT0944
 OT0944                          SUPERSEDED SURVEY CONTROL
 OT0944
 OT0944.No superseded survey control is available for this station.
 OT0944
 OT0944_MARKER: DB = BENCH MARK DISK
 OT0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0944_STAMPING: 18-87.00 1993
 OT0944_MARK LOGO: SDDT
 OT0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0944+STABILITY: SURFACE MOTION
 OT0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0944+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0944
 OT0944  HISTORY     - Date     Condition        Report By
 OT0944  HISTORY     - 1993     MONUMENTED       SDDT
 OT0944  HISTORY     - 19930919 GOOD             NGS
 OT0944
 OT0944                          STATION DESCRIPTION
 OT0944
 OT0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0944'26.7 KM (16.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0944'OFFICE IN PINE RIDGE, 439.0 M (1440.3 FT) EAST OF THE CENTER OF BIA
 OT0944'ROAD 41 LEADING NORTH, 44.6 M (146.3 FT) NORTHWEST OF MILEPOST 87,
 OT0944'22.2 M (72.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 OT0944'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0944'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0944'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0943 ***********************************************************************
 OT0943  DESIGNATION -  18 088.00
 OT0943  PID         -  OT0943
 OT0943  STATE/COUNTY-  SD/SHANNON
 OT0943  COUNTRY     -  US
 OT0943  USGS QUAD   -  OGLALA (2017)
 OT0943
 OT0943                         *CURRENT SURVEY CONTROL
 OT0943  ______________________________________________________________________
 OT0943* NAD 83(1986) POSITION- 43 11 17.     (N) 102 44 27.     (W)   SCALED
 OT0943* NAVD 88 ORTHO HEIGHT -   910.105 (meters)     2985.90  (feet) ADJUSTED
 OT0943  ______________________________________________________________________
 OT0943  GEOID HEIGHT    -        -17.868 (meters)                     GEOID18
 OT0943  DYNAMIC HEIGHT  -        909.733 (meters)     2984.68  (feet) COMP
 OT0943  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 OT0943
 OT0943  VERT ORDER      -  FIRST     CLASS II
 OT0943
 OT0943.The horizontal coordinates were scaled from a map and have
 OT0943.an estimated accuracy of +/- 6 seconds.
 OT0943
 OT0943.The orthometric height was determined by differential leveling and
 OT0943.adjusted by the NATIONAL GEODETIC SURVEY
 OT0943.in June 1994.
 OT0943
 OT0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0943.GEOID18 height accuracy estimate available here.
 OT0943
 OT0943.Click photographs - Photos may exist for this station.
 OT0943
 OT0943.The dynamic height is computed by dividing the NAVD 88
 OT0943.geopotential number by the normal gravity value computed on the
 OT0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0943.degrees latitude (g = 980.6199 gals.).
 OT0943
 OT0943.The modeled gravity was interpolated from observed gravity values.
 OT0943
 OT0943;                    North         East    Units  Estimated Accuracy
 OT0943;SPC SD S     -    97,790.      404,330.      MT  (+/- 180 meters Scaled)
 OT0943
 OT0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH835841(NAD 83)
 OT0943
 OT0943                          SUPERSEDED SURVEY CONTROL
 OT0943
 OT0943.No superseded survey control is available for this station.
 OT0943
 OT0943_MARKER: DB = BENCH MARK DISK
 OT0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0943_STAMPING: 18-88.00 1993
 OT0943_MARK LOGO: SDDT
 OT0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0943+STABILITY: SURFACE MOTION
 OT0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0943+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0943
 OT0943  HISTORY     - Date     Condition        Report By
 OT0943  HISTORY     - 1993     MONUMENTED       SDDT
 OT0943  HISTORY     - 19930919 GOOD             NGS
 OT0943
 OT0943                          STATION DESCRIPTION
 OT0943
 OT0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0943'25.1 KM (15.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0943'OFFICE IN PINE RIDGE, 22.5 M (73.8 FT) SOUTH OF THE HIGHWAY
 OT0943'CENTERLINE, 16.6 M (54.5 FT) NORTHWEST OF MILEPOST 88, 0.5 M (1.6 FT)
 OT0943'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0943'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0943'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0942 ***********************************************************************
 OT0942  DESIGNATION -  18 089.00
 OT0942  PID         -  OT0942
 OT0942  STATE/COUNTY-  SD/SHANNON
 OT0942  COUNTRY     -  US
 OT0942  USGS QUAD   -  OGLALA (2017)
 OT0942
 OT0942                         *CURRENT SURVEY CONTROL
 OT0942  ______________________________________________________________________
 OT0942* NAD 83(1986) POSITION- 43 10 55.     (N) 102 43 23.     (W)   SCALED
 OT0942* NAVD 88 ORTHO HEIGHT -   920.380 (meters)     3019.61  (feet) ADJUSTED
 OT0942  ______________________________________________________________________
 OT0942  GEOID HEIGHT    -        -17.893 (meters)                     GEOID18
 OT0942  DYNAMIC HEIGHT  -        920.003 (meters)     3018.38  (feet) COMP
 OT0942  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 OT0942
 OT0942  VERT ORDER      -  FIRST     CLASS II
 OT0942
 OT0942.The horizontal coordinates were scaled from a map and have
 OT0942.an estimated accuracy of +/- 6 seconds.
 OT0942
 OT0942.The orthometric height was determined by differential leveling and
 OT0942.adjusted by the NATIONAL GEODETIC SURVEY
 OT0942.in June 1994.
 OT0942
 OT0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0942.GEOID18 height accuracy estimate available here.
 OT0942
 OT0942.Click photographs - Photos may exist for this station.
 OT0942
 OT0942.The dynamic height is computed by dividing the NAVD 88
 OT0942.geopotential number by the normal gravity value computed on the
 OT0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0942.degrees latitude (g = 980.6199 gals.).
 OT0942
 OT0942.The modeled gravity was interpolated from observed gravity values.
 OT0942
 OT0942;                    North         East    Units  Estimated Accuracy
 OT0942;SPC SD S     -    97,070.      405,760.      MT  (+/- 180 meters Scaled)
 OT0942
 OT0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH850835(NAD 83)
 OT0942
 OT0942                          SUPERSEDED SURVEY CONTROL
 OT0942
 OT0942.No superseded survey control is available for this station.
 OT0942
 OT0942_MARKER: DB = BENCH MARK DISK
 OT0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0942_STAMPING: 18-89.00 1993
 OT0942_MARK LOGO: SDDT
 OT0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0942+STABILITY: SURFACE MOTION
 OT0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0942+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0942
 OT0942  HISTORY     - Date     Condition        Report By
 OT0942  HISTORY     - 1993     MONUMENTED       SDDT
 OT0942  HISTORY     - 19930919 GOOD             NGS
 OT0942
 OT0942                          STATION DESCRIPTION
 OT0942
 OT0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0942'23.5 KM (14.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0942'OFFICE IN PINE RIDGE, 14.6 M (47.9 FT) SOUTHWEST OF THE HIGHWAY
 OT0942'CENTERLINE, 7.3 M (24.0 FT) SOUTH OF MILEPOST 89, 1.0 M (3.3 FT)
 OT0942'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 OT0942'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0942'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0941 ***********************************************************************
 OT0941  DESIGNATION -  18 090.05
 OT0941  PID         -  OT0941
 OT0941  STATE/COUNTY-  SD/SHANNON
 OT0941  COUNTRY     -  US
 OT0941  USGS QUAD   -  OGLALA (2017)
 OT0941
 OT0941                         *CURRENT SURVEY CONTROL
 OT0941  ______________________________________________________________________
 OT0941* NAD 83(1986) POSITION- 43 10 26.     (N) 102 42 30.     (W)   SCALED
 OT0941* NAVD 88 ORTHO HEIGHT -   918.924 (meters)     3014.84  (feet) ADJUSTED
 OT0941  ______________________________________________________________________
 OT0941  GEOID HEIGHT    -        -17.916 (meters)                     GEOID18
 OT0941  DYNAMIC HEIGHT  -        918.547 (meters)     3013.60  (feet) COMP
 OT0941  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 OT0941
 OT0941  VERT ORDER      -  FIRST     CLASS II
 OT0941
 OT0941.The horizontal coordinates were scaled from a map and have
 OT0941.an estimated accuracy of +/- 6 seconds.
 OT0941
 OT0941.The orthometric height was determined by differential leveling and
 OT0941.adjusted by the NATIONAL GEODETIC SURVEY
 OT0941.in June 1994.
 OT0941
 OT0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0941.GEOID18 height accuracy estimate available here.
 OT0941
 OT0941.Click photographs - Photos may exist for this station.
 OT0941
 OT0941.The dynamic height is computed by dividing the NAVD 88
 OT0941.geopotential number by the normal gravity value computed on the
 OT0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0941.degrees latitude (g = 980.6199 gals.).
 OT0941
 OT0941.The modeled gravity was interpolated from observed gravity values.
 OT0941
 OT0941;                    North         East    Units  Estimated Accuracy
 OT0941;SPC SD S     -    96,140.      406,930.      MT  (+/- 180 meters Scaled)
 OT0941
 OT0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH862826(NAD 83)
 OT0941
 OT0941                          SUPERSEDED SURVEY CONTROL
 OT0941
 OT0941.No superseded survey control is available for this station.
 OT0941
 OT0941_MARKER: Z = SEE DESCRIPTION
 OT0941_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0941_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0941_STAMPING: 18-90.05 1993
 OT0941_MARK LOGO: NGS
 OT0941_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0941_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0941+STABILITY: POSITION/ELEVATION WELL
 OT0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0941+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0941_ROD/PIPE-DEPTH: 6.4 meters
 OT0941_SLEEVE-DEPTH  : 3.0 meters
 OT0941
 OT0941  HISTORY     - Date     Condition        Report By
 OT0941  HISTORY     - 1993     MONUMENTED       SDDT
 OT0941  HISTORY     - 19930919 GOOD             NGS
 OT0941
 OT0941                          STATION DESCRIPTION
 OT0941
 OT0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0941'21.8 KM (13.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0941'OFFICE IN PINE RIDGE, 60.9 M (199.8 FT) SOUTHEAST OF MILEPOST 90,
 OT0941'29.5 M (96.8 FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER A
 OT0941'45, 24.7 M (81.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY
 OT0941'LEADING NORTHEAST, 14.3 M (46.9 FT) SOUTHWEST OF THE HIGHWAY
 OT0941'CENTERLINE, 0.5 M (1.6 FT) NORTHEAST OF A FENCE, 0.4 M (1.3 FT)
 OT0941'NORTHEAST OF A WITNESS POST, AND 0.4 M (1.3 FT) SOUTHWEST OF A METAL
 OT0941'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 OT0941'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE
 OT0941'ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A
 OT0941'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0939 ***********************************************************************
 OT0939  DESIGNATION -  18 092.00
 OT0939  PID         -  OT0939
 OT0939  STATE/COUNTY-  SD/SHANNON
 OT0939  COUNTRY     -  US
 OT0939  USGS QUAD   -  OGLALA (2017)
 OT0939
 OT0939                         *CURRENT SURVEY CONTROL
 OT0939  ______________________________________________________________________
 OT0939* NAD 83(1986) POSITION- 43 08 50.     (N) 102 41 11.     (W)   SCALED
 OT0939* NAVD 88 ORTHO HEIGHT -   926.319 (meters)     3039.10  (feet) ADJUSTED
 OT0939  ______________________________________________________________________
 OT0939  GEOID HEIGHT    -        -17.955 (meters)                     GEOID18
 OT0939  DYNAMIC HEIGHT  -        925.934 (meters)     3037.84  (feet) COMP
 OT0939  MODELED GRAVITY -    980,173.0   (mgal)                       NAVD 88
 OT0939
 OT0939  VERT ORDER      -  FIRST     CLASS II
 OT0939
 OT0939.The horizontal coordinates were scaled from a map and have
 OT0939.an estimated accuracy of +/- 6 seconds.
 OT0939
 OT0939.The orthometric height was determined by differential leveling and
 OT0939.adjusted by the NATIONAL GEODETIC SURVEY
 OT0939.in June 1994.
 OT0939
 OT0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0939.GEOID18 height accuracy estimate available here.
 OT0939
 OT0939.Click photographs - Photos may exist for this station.
 OT0939
 OT0939.The dynamic height is computed by dividing the NAVD 88
 OT0939.geopotential number by the normal gravity value computed on the
 OT0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0939.degrees latitude (g = 980.6199 gals.).
 OT0939
 OT0939.The modeled gravity was interpolated from observed gravity values.
 OT0939
 OT0939;                    North         East    Units  Estimated Accuracy
 OT0939;SPC SD S     -    93,130.      408,630.      MT  (+/- 180 meters Scaled)
 OT0939
 OT0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH881797(NAD 83)
 OT0939
 OT0939                          SUPERSEDED SURVEY CONTROL
 OT0939
 OT0939.No superseded survey control is available for this station.
 OT0939
 OT0939_MARKER: DB = BENCH MARK DISK
 OT0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0939_STAMPING: 18-92.00 1993
 OT0939_MARK LOGO: SDDT
 OT0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0939+STABILITY: SURFACE MOTION
 OT0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0939+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0939
 OT0939  HISTORY     - Date     Condition        Report By
 OT0939  HISTORY     - 1993     MONUMENTED       SDDT
 OT0939  HISTORY     - 19930919 GOOD             NGS
 OT0939
 OT0939                          STATION DESCRIPTION
 OT0939
 OT0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0939'18.6 KM (11.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0939'OFFICE IN PINE RIDGE, 490.0 M (1607.6 FT) NORTHWEST OF A HIGHWAY
 OT0939'BRIDGE SPANNING WHITE CLAY CREEK, 36.8 M (120.7 FT) NORTHWEST OF
 OT0939'MILEPOST 92, 14.8 M (48.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OT0939'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OT0939'NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 OT0939'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0938 ***********************************************************************
 OT0938  DESIGNATION -  18 093.00
 OT0938  PID         -  OT0938
 OT0938  STATE/COUNTY-  SD/SHANNON
 OT0938  COUNTRY     -  US
 OT0938  USGS QUAD   -  OGLALA (2017)
 OT0938
 OT0938                         *CURRENT SURVEY CONTROL
 OT0938  ______________________________________________________________________
 OT0938* NAD 83(1986) POSITION- 43 08 06.     (N) 102 40 32.     (W)   SCALED
 OT0938* NAVD 88 ORTHO HEIGHT -   939.708 (meters)     3083.03  (feet) ADJUSTED
 OT0938  ______________________________________________________________________
 OT0938  GEOID HEIGHT    -        -17.974 (meters)                     GEOID18
 OT0938  DYNAMIC HEIGHT  -        939.313 (meters)     3081.73  (feet) COMP
 OT0938  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 OT0938
 OT0938  VERT ORDER      -  FIRST     CLASS II
 OT0938
 OT0938.The horizontal coordinates were scaled from a map and have
 OT0938.an estimated accuracy of +/- 6 seconds.
 OT0938
 OT0938.The orthometric height was determined by differential leveling and
 OT0938.adjusted by the NATIONAL GEODETIC SURVEY
 OT0938.in June 1994.
 OT0938
 OT0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0938.GEOID18 height accuracy estimate available here.
 OT0938
 OT0938.Click photographs - Photos may exist for this station.
 OT0938
 OT0938.The dynamic height is computed by dividing the NAVD 88
 OT0938.geopotential number by the normal gravity value computed on the
 OT0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0938.degrees latitude (g = 980.6199 gals.).
 OT0938
 OT0938.The modeled gravity was interpolated from observed gravity values.
 OT0938
 OT0938;                    North         East    Units  Estimated Accuracy
 OT0938;SPC SD S     -    91,750.      409,470.      MT  (+/- 180 meters Scaled)
 OT0938
 OT0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH890784(NAD 83)
 OT0938
 OT0938                          SUPERSEDED SURVEY CONTROL
 OT0938
 OT0938.No superseded survey control is available for this station.
 OT0938
 OT0938_MARKER: DB = BENCH MARK DISK
 OT0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0938_STAMPING: 18-93.00 1993
 OT0938_MARK LOGO: SDDT
 OT0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0938+STABILITY: SURFACE MOTION
 OT0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0938+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0938
 OT0938  HISTORY     - Date     Condition        Report By
 OT0938  HISTORY     - 1993     MONUMENTED       SDDT
 OT0938  HISTORY     - 19930919 GOOD             NGS
 OT0938
 OT0938                          STATION DESCRIPTION
 OT0938
 OT0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0938'17.0 KM (10.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0938'OFFICE IN PINE RIDGE, 19.8 M (65.0 FT) SOUTH OF MILEPOST 93, 15.0 M
 OT0938'(49.2 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) BELOW
 OT0938'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST
 OT0938'AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0938'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0937 ***********************************************************************
 OT0937  DESIGNATION -  18 093.90
 OT0937  PID         -  OT0937
 OT0937  STATE/COUNTY-  SD/SHANNON
 OT0937  COUNTRY     -  US
 OT0937  USGS QUAD   -  OGLALA (2017)
 OT0937
 OT0937                         *CURRENT SURVEY CONTROL
 OT0937  ______________________________________________________________________
 OT0937* NAD 83(1986) POSITION- 43 07 44.     (N) 102 39 52.     (W)   SCALED
 OT0937* NAVD 88 ORTHO HEIGHT -   941.389 (meters)     3088.54  (feet) ADJUSTED
 OT0937  ______________________________________________________________________
 OT0937  GEOID HEIGHT    -        -17.993 (meters)                     GEOID18
 OT0937  DYNAMIC HEIGHT  -        940.990 (meters)     3087.23  (feet) COMP
 OT0937  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 OT0937
 OT0937  VERT ORDER      -  FIRST     CLASS II
 OT0937
 OT0937.The horizontal coordinates were scaled from a map and have
 OT0937.an estimated accuracy of +/- 6 seconds.
 OT0937
 OT0937.The orthometric height was determined by differential leveling and
 OT0937.adjusted by the NATIONAL GEODETIC SURVEY
 OT0937.in June 1994.
 OT0937
 OT0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0937.GEOID18 height accuracy estimate available here.
 OT0937
 OT0937.Click photographs - Photos may exist for this station.
 OT0937
 OT0937.The dynamic height is computed by dividing the NAVD 88
 OT0937.geopotential number by the normal gravity value computed on the
 OT0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0937.degrees latitude (g = 980.6199 gals.).
 OT0937
 OT0937.The modeled gravity was interpolated from observed gravity values.
 OT0937
 OT0937;                    North         East    Units  Estimated Accuracy
 OT0937;SPC SD S     -    91,040.      410,350.      MT  (+/- 180 meters Scaled)
 OT0937
 OT0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH899777(NAD 83)
 OT0937
 OT0937                          SUPERSEDED SURVEY CONTROL
 OT0937
 OT0937.No superseded survey control is available for this station.
 OT0937
 OT0937_MARKER: DB = BENCH MARK DISK
 OT0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0937_STAMPING: 18-93.90 1993
 OT0937_MARK LOGO: SDDT
 OT0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0937+STABILITY: SURFACE MOTION
 OT0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0937+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0937
 OT0937  HISTORY     - Date     Condition        Report By
 OT0937  HISTORY     - 1993     MONUMENTED       SDDT
 OT0937  HISTORY     - 19930919 GOOD             NGS
 OT0937
 OT0937                          STATION DESCRIPTION
 OT0937
 OT0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0937'15.6 KM (9.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0937'OFFICE IN PINE RIDGE, 1.45 KM (0.90 MI) SOUTHEAST OF MILEPOST 93,
 OT0937'137.0 M (449.5 FT) NORTHWEST OF MILEPOST 94, 19.0 M (62.3 FT)
 OT0937'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL
 OT0937'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE,
 OT0937'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0935 ***********************************************************************
 OT0935  DESIGNATION -  18 095.00
 OT0935  PID         -  OT0935
 OT0935  STATE/COUNTY-  SD/SHANNON
 OT0935  COUNTRY     -  US
 OT0935  USGS QUAD   -  PINE RIDGE SW (2017)
 OT0935
 OT0935                         *CURRENT SURVEY CONTROL
 OT0935  ______________________________________________________________________
 OT0935* NAD 83(1986) POSITION- 43 07 06.     (N) 102 38 55.     (W)   SCALED
 OT0935* NAVD 88 ORTHO HEIGHT -   952.460 (meters)     3124.86  (feet) ADJUSTED
 OT0935  ______________________________________________________________________
 OT0935  GEOID HEIGHT    -        -18.019 (meters)                     GEOID18
 OT0935  DYNAMIC HEIGHT  -        952.051 (meters)     3123.52  (feet) COMP
 OT0935  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 OT0935
 OT0935  VERT ORDER      -  FIRST     CLASS II
 OT0935
 OT0935.The horizontal coordinates were scaled from a map and have
 OT0935.an estimated accuracy of +/- 6 seconds.
 OT0935
 OT0935.The orthometric height was determined by differential leveling and
 OT0935.adjusted by the NATIONAL GEODETIC SURVEY
 OT0935.in June 1994.
 OT0935
 OT0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0935.GEOID18 height accuracy estimate available here.
 OT0935
 OT0935.Click photographs - Photos may exist for this station.
 OT0935
 OT0935.The dynamic height is computed by dividing the NAVD 88
 OT0935.geopotential number by the normal gravity value computed on the
 OT0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0935.degrees latitude (g = 980.6199 gals.).
 OT0935
 OT0935.The modeled gravity was interpolated from observed gravity values.
 OT0935
 OT0935;                    North         East    Units  Estimated Accuracy
 OT0935;SPC SD S     -    89,830.      411,610.      MT  (+/- 180 meters Scaled)
 OT0935
 OT0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH912766(NAD 83)
 OT0935
 OT0935                          SUPERSEDED SURVEY CONTROL
 OT0935
 OT0935.No superseded survey control is available for this station.
 OT0935
 OT0935_MARKER: Z = SEE DESCRIPTION
 OT0935_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0935_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0935_STAMPING: 18-95.00 1993
 OT0935_MARK LOGO: NGS
 OT0935_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0935_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0935+STABILITY: POSITION/ELEVATION WELL
 OT0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0935+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0935_ROD/PIPE-DEPTH: 6.4 meters
 OT0935_SLEEVE-DEPTH  : 3.0 meters
 OT0935
 OT0935  HISTORY     - Date     Condition        Report By
 OT0935  HISTORY     - 1993     MONUMENTED       SDDT
 OT0935  HISTORY     - 19930919 GOOD             NGS
 OT0935
 OT0935                          STATION DESCRIPTION
 OT0935
 OT0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0935'13.8 KM (8.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0935'OFFICE IN PINE RIDGE, 75.0 M (246.1 FT) NORTHWEST OF THE CENTER OF A
 OT0935'DRIVEWAY LEADING TO THE SEVEN DAY ADVENTIST MISSION, 19.6 M (64.3 FT)
 OT0935'SOUTHWEST OF THE HIGHWAY CENTERLINE, 16.0 M (52.5 FT) WEST OF
 OT0935'MILEPOST 95, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M
 OT0935'(1.3 FT) NORTHEAST OF A WITNESS POST, AND 0.4 M (1.3 FT) SOUTHWEST OF
 OT0935'A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OT0935'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OT0935'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OT0935'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0934 ***********************************************************************
 OT0934  DESIGNATION -  18 096.00
 OT0934  PID         -  OT0934
 OT0934  STATE/COUNTY-  SD/SHANNON
 OT0934  COUNTRY     -  US
 OT0934  USGS QUAD   -  PINE RIDGE SW (2017)
 OT0934
 OT0934                         *CURRENT SURVEY CONTROL
 OT0934  ______________________________________________________________________
 OT0934* NAD 83(1986) POSITION- 43 06 30.     (N) 102 38 00.     (W)   SCALED
 OT0934* NAVD 88 ORTHO HEIGHT -   948.020 (meters)     3110.30  (feet) ADJUSTED
 OT0934  ______________________________________________________________________
 OT0934  GEOID HEIGHT    -        -18.044 (meters)                     GEOID18
 OT0934  DYNAMIC HEIGHT  -        947.608 (meters)     3108.94  (feet) COMP
 OT0934  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 OT0934
 OT0934  VERT ORDER      -  FIRST     CLASS II
 OT0934
 OT0934.The horizontal coordinates were scaled from a map and have
 OT0934.an estimated accuracy of +/- 6 seconds.
 OT0934
 OT0934.The orthometric height was determined by differential leveling and
 OT0934.adjusted by the NATIONAL GEODETIC SURVEY
 OT0934.in June 1994.
 OT0934
 OT0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0934.GEOID18 height accuracy estimate available here.
 OT0934
 OT0934.Click photographs - Photos may exist for this station.
 OT0934
 OT0934.The dynamic height is computed by dividing the NAVD 88
 OT0934.geopotential number by the normal gravity value computed on the
 OT0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0934.degrees latitude (g = 980.6199 gals.).
 OT0934
 OT0934.The modeled gravity was interpolated from observed gravity values.
 OT0934
 OT0934;                    North         East    Units  Estimated Accuracy
 OT0934;SPC SD S     -    88,690.      412,820.      MT  (+/- 180 meters Scaled)
 OT0934
 OT0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH925755(NAD 83)
 OT0934
 OT0934                          SUPERSEDED SURVEY CONTROL
 OT0934
 OT0934.No superseded survey control is available for this station.
 OT0934
 OT0934_MARKER: DB = BENCH MARK DISK
 OT0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0934_STAMPING: 18-96.00 1993
 OT0934_MARK LOGO: SDDT
 OT0934_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0934+STABILITY: SURFACE MOTION
 OT0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0934+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0934
 OT0934  HISTORY     - Date     Condition        Report By
 OT0934  HISTORY     - 1993     MONUMENTED       SDDT
 OT0934  HISTORY     - 19930919 GOOD             NGS
 OT0934
 OT0934                          STATION DESCRIPTION
 OT0934
 OT0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0934'12.2 KM (7.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0934'OFFICE IN PINE RIDGE, 19.7 M (64.6 FT) WEST-NORTHWEST OF MILEPOST 96,
 OT0934'15.0 M (49.2 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 5.7 M (18.7 FT)
 OT0934'SOUTHEAST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING NORTH, 0.3 M
 OT0934'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF
 OT0934'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OT0934'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0933 ***********************************************************************
 OT0933  DESIGNATION -  18 096.90
 OT0933  PID         -  OT0933
 OT0933  STATE/COUNTY-  SD/SHANNON
 OT0933  COUNTRY     -  US
 OT0933  USGS QUAD   -  PINE RIDGE (2017)
 OT0933
 OT0933                         *CURRENT SURVEY CONTROL
 OT0933  ______________________________________________________________________
 OT0933* NAD 83(1986) POSITION- 43 06 13.     (N) 102 37 04.     (W)   SCALED
 OT0933* NAVD 88 ORTHO HEIGHT -   947.647 (meters)     3109.07  (feet) ADJUSTED
 OT0933  ______________________________________________________________________
 OT0933  GEOID HEIGHT    -        -18.068 (meters)                     GEOID18
 OT0933  DYNAMIC HEIGHT  -        947.231 (meters)     3107.71  (feet) COMP
 OT0933  MODELED GRAVITY -    980,149.5   (mgal)                       NAVD 88
 OT0933
 OT0933  VERT ORDER      -  FIRST     CLASS II
 OT0933
 OT0933.The horizontal coordinates were scaled from a map and have
 OT0933.an estimated accuracy of +/- 6 seconds.
 OT0933
 OT0933.The orthometric height was determined by differential leveling and
 OT0933.adjusted by the NATIONAL GEODETIC SURVEY
 OT0933.in June 1994.
 OT0933
 OT0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0933.GEOID18 height accuracy estimate available here.
 OT0933
 OT0933.Click photographs - Photos may exist for this station.
 OT0933
 OT0933.The dynamic height is computed by dividing the NAVD 88
 OT0933.geopotential number by the normal gravity value computed on the
 OT0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0933.degrees latitude (g = 980.6199 gals.).
 OT0933
 OT0933.The modeled gravity was interpolated from observed gravity values.
 OT0933
 OT0933;                    North         East    Units  Estimated Accuracy
 OT0933;SPC SD S     -    88,130.      414,070.      MT  (+/- 180 meters Scaled)
 OT0933
 OT0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH938750(NAD 83)
 OT0933
 OT0933                          SUPERSEDED SURVEY CONTROL
 OT0933
 OT0933.No superseded survey control is available for this station.
 OT0933
 OT0933_MARKER: DB = BENCH MARK DISK
 OT0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0933_STAMPING: 18-96.90 1993
 OT0933_MARK LOGO: SDDT
 OT0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0933+STABILITY: SURFACE MOTION
 OT0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0933+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0933
 OT0933  HISTORY     - Date     Condition        Report By
 OT0933  HISTORY     - 1993     MONUMENTED       SDDT
 OT0933  HISTORY     - 19930919 GOOD             NGS
 OT0933
 OT0933                          STATION DESCRIPTION
 OT0933
 OT0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0933'10.8 KM (6.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0933'OFFICE IN PINE RIDGE, 1.4 KM (0.85 MI) SOUTHEAST OF MILEPOST 96,
 OT0933'139.0 M (456.0 FT) NORTHWEST OF MILEPOST 97, 21.3 M (69.9 FT)
 OT0933'NORTHEAST OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT) SOUTH OF THE
 OT0933'CENTER OF A DIRT ROAD LEADING EAST, 6.3 M (20.7 FT) EAST OF A FENCE
 OT0933'CORNER, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OT0933'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 OT0933'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0932 ***********************************************************************
 OT0932  DESIGNATION -  18 097.90
 OT0932  PID         -  OT0932
 OT0932  STATE/COUNTY-  SD/SHANNON
 OT0932  COUNTRY     -  US
 OT0932  USGS QUAD   -  PINE RIDGE (2017)
 OT0932
 OT0932                         *CURRENT SURVEY CONTROL
 OT0932  ______________________________________________________________________
 OT0932* NAD 83(1986) POSITION- 43 05 40.     (N) 102 36 07.     (W)   SCALED
 OT0932* NAVD 88 ORTHO HEIGHT -   948.660 (meters)     3112.40  (feet) ADJUSTED
 OT0932  ______________________________________________________________________
 OT0932  GEOID HEIGHT    -        -18.091 (meters)                     GEOID18
 OT0932  DYNAMIC HEIGHT  -        948.239 (meters)     3111.01  (feet) COMP
 OT0932  MODELED GRAVITY -    980,144.4   (mgal)                       NAVD 88
 OT0932
 OT0932  VERT ORDER      -  FIRST     CLASS II
 OT0932
 OT0932.The horizontal coordinates were scaled from a map and have
 OT0932.an estimated accuracy of +/- 6 seconds.
 OT0932
 OT0932.The orthometric height was determined by differential leveling and
 OT0932.adjusted by the NATIONAL GEODETIC SURVEY
 OT0932.in June 1994.
 OT0932
 OT0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0932.GEOID18 height accuracy estimate available here.
 OT0932
 OT0932.Click photographs - Photos may exist for this station.
 OT0932
 OT0932.The dynamic height is computed by dividing the NAVD 88
 OT0932.geopotential number by the normal gravity value computed on the
 OT0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0932.degrees latitude (g = 980.6199 gals.).
 OT0932
 OT0932.The modeled gravity was interpolated from observed gravity values.
 OT0932
 OT0932;                    North         East    Units  Estimated Accuracy
 OT0932;SPC SD S     -    87,080.      415,330.      MT  (+/- 180 meters Scaled)
 OT0932
 OT0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH951740(NAD 83)
 OT0932
 OT0932                          SUPERSEDED SURVEY CONTROL
 OT0932
 OT0932.No superseded survey control is available for this station.
 OT0932
 OT0932_MARKER: DB = BENCH MARK DISK
 OT0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0932_STAMPING: 18-97.90 1993
 OT0932_MARK LOGO: SDDT
 OT0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0932+STABILITY: SURFACE MOTION
 OT0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0932+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0932
 OT0932  HISTORY     - Date     Condition        Report By
 OT0932  HISTORY     - 1993     MONUMENTED       SDDT
 OT0932  HISTORY     - 19930919 GOOD             NGS
 OT0932
 OT0932                          STATION DESCRIPTION
 OT0932
 OT0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0932'9.2 KM (5.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0932'IN PINE RIDGE, 1.4 KM (0.85 MI) SOUTHEAST OF MILEPOST 97, 85.0 M
 OT0932'(278.9 FT) NORTHWEST OF THE HIGHWAY BRIDGE SPANNING WHITE CLAY CREEK,
 OT0932'18.4 M (60.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.6 M (31.5 FT)
 OT0932'NORTH OF A UTILITY POLE, 9.6 M (31.5 FT) SOUTHEAST OF THE CENTER OF A
 OT0932'DIRT ROAD LEADING SOUTH, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 OT0932'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND
 OT0932'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0931 ***********************************************************************
 OT0931  DESIGNATION -  18 099.00
 OT0931  PID         -  OT0931
 OT0931  STATE/COUNTY-  SD/SHANNON
 OT0931  COUNTRY     -  US
 OT0931  USGS QUAD   -  PINE RIDGE (2017)
 OT0931
 OT0931                         *CURRENT SURVEY CONTROL
 OT0931  ______________________________________________________________________
 OT0931* NAD 83(1986) POSITION- 43 05 02.29   (N) 102 35 19.79   (W)   HD_HELD1
 OT0931* NAVD 88 ORTHO HEIGHT -   957.899 (meters)     3142.71  (feet) ADJUSTED
 OT0931  ______________________________________________________________________
 OT0931  GEOID HEIGHT    -        -18.109 (meters)                     GEOID18
 OT0931  DYNAMIC HEIGHT  -        957.470 (meters)     3141.30  (feet) COMP
 OT0931  MODELED GRAVITY -    980,140.2   (mgal)                       NAVD 88
 OT0931
 OT0931  VERT ORDER      -  FIRST     CLASS II
 OT0931
 OT0931.The horizontal coordinates were determined by differentially corrected
 OT0931.hand held GPS observations or other comparable positioning techniques
 OT0931.and have an estimated accuracy of +/- 3 meters.
 OT0931
 OT0931.The orthometric height was determined by differential leveling and
 OT0931.adjusted by the NATIONAL GEODETIC SURVEY
 OT0931.in June 1994.
 OT0931
 OT0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0931.GEOID18 height accuracy estimate available here.
 OT0931
 OT0931.Click photographs - Photos may exist for this station.
 OT0931
 OT0931.The dynamic height is computed by dividing the NAVD 88
 OT0931.geopotential number by the normal gravity value computed on the
 OT0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0931.degrees latitude (g = 980.6199 gals.).
 OT0931
 OT0931.The modeled gravity was interpolated from observed gravity values.
 OT0931
 OT0931;                    North         East    Units  Estimated Accuracy
 OT0931;SPC SD S     -    85,882.8     416,367.0     MT  (+/- 3 meters HH1 GPS) 
 OT0931
 OT0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9626672961(NAD 83)
 OT0931
 OT0931                          SUPERSEDED SURVEY CONTROL
 OT0931
 OT0931.No superseded survey control is available for this station.
 OT0931
 OT0931_MARKER: DB = BENCH MARK DISK
 OT0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0931_STAMPING: 18-99.00 1993
 OT0931_MARK LOGO: SDDT
 OT0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0931+STABILITY: SURFACE MOTION
 OT0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0931+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 OT0931
 OT0931  HISTORY     - Date     Condition        Report By
 OT0931  HISTORY     - 1993     MONUMENTED       SDDT
 OT0931  HISTORY     - 19930919 GOOD             NGS
 OT0931  HISTORY     - 20110914 GOOD             WOOLPT
 OT0931
 OT0931                          STATION DESCRIPTION
 OT0931
 OT0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0931'7.5 KM (4.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0931'IN PINE RIDGE, 20.2 M (66.3 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OT0931'12.5 M (41.0 FT) WEST OF MILEPOST 99, 1.5 M (4.9 FT) BELOW THE LEVEL
 OT0931'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE,
 OT0931'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0931
 OT0931                          STATION RECOVERY (2011)
 OT0931
 OT0931'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 OT0931'MARK IS ABOUT 8 FT NORTHEAST OF THE CENTER OF A TWO-TRACK DRIVE TO A
 OT0931'MOBILE HOME. FENCES HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0929 ***********************************************************************
 OT0929  DESIGNATION -  18 100.05
 OT0929  PID         -  OT0929
 OT0929  STATE/COUNTY-  SD/SHANNON
 OT0929  COUNTRY     -  US
 OT0929  USGS QUAD   -  PINE RIDGE (2017)
 OT0929
 OT0929                         *CURRENT SURVEY CONTROL
 OT0929  ______________________________________________________________________
 OT0929* NAD 83(1986) POSITION- 43 04 20.     (N) 102 34 35.     (W)   SCALED
 OT0929* NAVD 88 ORTHO HEIGHT -   974.402 (meters)     3196.85  (feet) ADJUSTED
 OT0929  ______________________________________________________________________
 OT0929  GEOID HEIGHT    -        -18.124 (meters)                     GEOID18
 OT0929  DYNAMIC HEIGHT  -        973.964 (meters)     3195.41  (feet) COMP
 OT0929  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 OT0929
 OT0929  VERT ORDER      -  FIRST     CLASS II
 OT0929
 OT0929.The horizontal coordinates were scaled from a map and have
 OT0929.an estimated accuracy of +/- 6 seconds.
 OT0929
 OT0929.The orthometric height was determined by differential leveling and
 OT0929.adjusted by the NATIONAL GEODETIC SURVEY
 OT0929.in June 1994.
 OT0929
 OT0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0929.GEOID18 height accuracy estimate available here.
 OT0929
 OT0929.Click photographs - Photos may exist for this station.
 OT0929
 OT0929.The dynamic height is computed by dividing the NAVD 88
 OT0929.geopotential number by the normal gravity value computed on the
 OT0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0929.degrees latitude (g = 980.6199 gals.).
 OT0929
 OT0929.The modeled gravity was interpolated from observed gravity values.
 OT0929
 OT0929;                    North         East    Units  Estimated Accuracy
 OT0929;SPC SD S     -    84,550.      417,340.      MT  (+/- 180 meters Scaled)
 OT0929
 OT0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH973716(NAD 83)
 OT0929
 OT0929                          SUPERSEDED SURVEY CONTROL
 OT0929
 OT0929.No superseded survey control is available for this station.
 OT0929
 OT0929_MARKER: Z = SEE DESCRIPTION
 OT0929_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0929_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0929_STAMPING: 18-100.05 1993
 OT0929_MARK LOGO: NGS
 OT0929_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0929_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0929+STABILITY: POSITION/ELEVATION WELL
 OT0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0929+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0929_ROD/PIPE-DEPTH: 6.4 meters
 OT0929_SLEEVE-DEPTH  : 3.0 meters
 OT0929
 OT0929  HISTORY     - Date     Condition        Report By
 OT0929  HISTORY     - 1993     MONUMENTED       SDDT
 OT0929  HISTORY     - 19930919 GOOD             NGS
 OT0929
 OT0929                          STATION DESCRIPTION
 OT0929
 OT0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0929'5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0929'IN PINE RIDGE, 54.7 M (179.5 FT) SOUTHEAST OF MILEPOST 100, 25.6 M
 OT0929'(84.0 FT) NORTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 18.5 M
 OT0929'(60.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 OT0929'NORTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OT0929'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 OT0929'SOUTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OT0929'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OT0929'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OT0929'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OT0929'PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0928 ***********************************************************************
 OT0928  DESIGNATION -  18 100.70
 OT0928  PID         -  OT0928
 OT0928  STATE/COUNTY-  SD/SHANNON
 OT0928  COUNTRY     -  US
 OT0928  USGS QUAD   -  PINE RIDGE (2017)
 OT0928
 OT0928                         *CURRENT SURVEY CONTROL
 OT0928  ______________________________________________________________________
 OT0928* NAD 83(1986) POSITION- 43 03 51.     (N) 102 34 09.     (W)   SCALED
 OT0928* NAVD 88 ORTHO HEIGHT -   977.680 (meters)     3207.61  (feet) ADJUSTED
 OT0928  ______________________________________________________________________
 OT0928  GEOID HEIGHT    -        -18.131 (meters)                     GEOID18
 OT0928  DYNAMIC HEIGHT  -        977.241 (meters)     3206.16  (feet) COMP
 OT0928  MODELED GRAVITY -    980,137.8   (mgal)                       NAVD 88
 OT0928
 OT0928  VERT ORDER      -  FIRST     CLASS II
 OT0928
 OT0928.The horizontal coordinates were scaled from a map and have
 OT0928.an estimated accuracy of +/- 6 seconds.
 OT0928
 OT0928.The orthometric height was determined by differential leveling and
 OT0928.adjusted by the NATIONAL GEODETIC SURVEY
 OT0928.in June 1994.
 OT0928
 OT0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0928.GEOID18 height accuracy estimate available here.
 OT0928
 OT0928.Click photographs - Photos may exist for this station.
 OT0928
 OT0928.The dynamic height is computed by dividing the NAVD 88
 OT0928.geopotential number by the normal gravity value computed on the
 OT0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0928.degrees latitude (g = 980.6199 gals.).
 OT0928
 OT0928.The modeled gravity was interpolated from observed gravity values.
 OT0928
 OT0928;                    North         East    Units  Estimated Accuracy
 OT0928;SPC SD S     -    83,640.      417,910.      MT  (+/- 180 meters Scaled)
 OT0928
 OT0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH979708(NAD 83)
 OT0928
 OT0928                          SUPERSEDED SURVEY CONTROL
 OT0928
 OT0928.No superseded survey control is available for this station.
 OT0928
 OT0928_MARKER: DB = BENCH MARK DISK
 OT0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0928_STAMPING: 18-100.70 1993
 OT0928_MARK LOGO: SDDT
 OT0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0928+STABILITY: SURFACE MOTION
 OT0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0928+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0928
 OT0928  HISTORY     - Date     Condition        Report By
 OT0928  HISTORY     - 1993     MONUMENTED       SDDT
 OT0928  HISTORY     - 19930919 GOOD             NGS
 OT0928
 OT0928                          STATION DESCRIPTION
 OT0928
 OT0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0928'4.6 KM (2.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0928'IN PINE RIDGE, 1.25 KM (0.75 MI) SOUTH OF MILEPOST 100, 29.5 M (96.8
 OT0928'FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.0 M (16.4
 OT0928'FT) SOUTH OF THE EXTENDED CENTER OF A ROAD LEADING EAST, 0.3 M (1.0
 OT0928'FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 OT0928'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0927 ***********************************************************************
 OT0927  DESIGNATION -  18 101.90
 OT0927  PID         -  OT0927
 OT0927  STATE/COUNTY-  SD/SHANNON
 OT0927  COUNTRY     -  US
 OT0927  USGS QUAD   -  PINE RIDGE (2017)
 OT0927
 OT0927                         *CURRENT SURVEY CONTROL
 OT0927  ______________________________________________________________________
 OT0927* NAD 83(1986) POSITION- 43 02 48.     (N) 102 34 05.     (W)   SCALED
 OT0927* NAVD 88 ORTHO HEIGHT -   990.118 (meters)     3248.41  (feet) ADJUSTED
 OT0927  ______________________________________________________________________
 OT0927  GEOID HEIGHT    -        -18.122 (meters)                     GEOID18
 OT0927  DYNAMIC HEIGHT  -        989.675 (meters)     3246.96  (feet) COMP
 OT0927  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 OT0927
 OT0927  VERT ORDER      -  FIRST     CLASS II
 OT0927
 OT0927.The horizontal coordinates were scaled from a map and have
 OT0927.an estimated accuracy of +/- 6 seconds.
 OT0927
 OT0927.The orthometric height was determined by differential leveling and
 OT0927.adjusted by the NATIONAL GEODETIC SURVEY
 OT0927.in June 1994.
 OT0927
 OT0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0927.GEOID18 height accuracy estimate available here.
 OT0927
 OT0927.Click photographs - Photos may exist for this station.
 OT0927
 OT0927.The dynamic height is computed by dividing the NAVD 88
 OT0927.geopotential number by the normal gravity value computed on the
 OT0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0927.degrees latitude (g = 980.6199 gals.).
 OT0927
 OT0927.The modeled gravity was interpolated from observed gravity values.
 OT0927
 OT0927;                    North         East    Units  Estimated Accuracy
 OT0927;SPC SD S     -    81,700.      417,950.      MT  (+/- 180 meters Scaled)
 OT0927
 OT0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH980688(NAD 83)
 OT0927
 OT0927                          SUPERSEDED SURVEY CONTROL
 OT0927
 OT0927.No superseded survey control is available for this station.
 OT0927
 OT0927_MARKER: DB = BENCH MARK DISK
 OT0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0927_STAMPING: 18-101.90 1993
 OT0927_MARK LOGO: SDDT
 OT0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0927+STABILITY: SURFACE MOTION
 OT0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0927+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0927
 OT0927  HISTORY     - Date     Condition        Report By
 OT0927  HISTORY     - 1993     MONUMENTED       SDDT
 OT0927  HISTORY     - 19930919 GOOD             NGS
 OT0927
 OT0927                          STATION DESCRIPTION
 OT0927
 OT0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0927'2.8 KM (1.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0927'IN PINE RIDGE, 147.0 M (482.3 FT) NORTH OF MILEPOST 102, 21.0 M (68.9
 OT0927'FT) WEST OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 OT0927'THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 OT0927'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0926 ***********************************************************************
 OT0926  DESIGNATION -  18 102.90
 OT0926  PID         -  OT0926
 OT0926  STATE/COUNTY-  SD/SHANNON
 OT0926  COUNTRY     -  US
 OT0926  USGS QUAD   -  PINE RIDGE (2017)
 OT0926
 OT0926                         *CURRENT SURVEY CONTROL
 OT0926  ______________________________________________________________________
 OT0926* NAD 83(1986) POSITION- 43 02 06.     (N) 102 33 34.     (W)   SCALED
 OT0926* NAVD 88 ORTHO HEIGHT -  1000.889 (meters)     3283.75  (feet) ADJUSTED
 OT0926  ______________________________________________________________________
 OT0926  GEOID HEIGHT    -        -18.123 (meters)                     GEOID18
 OT0926  DYNAMIC HEIGHT  -       1000.444 (meters)     3282.29  (feet) COMP
 OT0926  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 OT0926
 OT0926  VERT ORDER      -  FIRST     CLASS II
 OT0926
 OT0926.The horizontal coordinates were scaled from a map and have
 OT0926.an estimated accuracy of +/- 6 seconds.
 OT0926
 OT0926.The orthometric height was determined by differential leveling and
 OT0926.adjusted by the NATIONAL GEODETIC SURVEY
 OT0926.in June 1994.
 OT0926
 OT0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0926.GEOID18 height accuracy estimate available here.
 OT0926
 OT0926.Click photographs - Photos may exist for this station.
 OT0926
 OT0926.The dynamic height is computed by dividing the NAVD 88
 OT0926.geopotential number by the normal gravity value computed on the
 OT0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0926.degrees latitude (g = 980.6199 gals.).
 OT0926
 OT0926.The modeled gravity was interpolated from observed gravity values.
 OT0926
 OT0926;                    North         East    Units  Estimated Accuracy
 OT0926;SPC SD S     -    80,380.      418,610.      MT  (+/- 180 meters Scaled)
 OT0926
 OT0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH988675(NAD 83)
 OT0926
 OT0926                          SUPERSEDED SURVEY CONTROL
 OT0926
 OT0926.No superseded survey control is available for this station.
 OT0926
 OT0926_MARKER: DB = BENCH MARK DISK
 OT0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0926_STAMPING: 18-102.90 1993
 OT0926_MARK LOGO: SDDT
 OT0926_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0926+STABILITY: SURFACE MOTION
 OT0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0926+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0926
 OT0926  HISTORY     - Date     Condition        Report By
 OT0926  HISTORY     - 1993     MONUMENTED       SDDT
 OT0926  HISTORY     - 19930919 GOOD             NGS
 OT0926
 OT0926                          STATION DESCRIPTION
 OT0926
 OT0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0926'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0926'IN PINE RIDGE, 1.55 KM (0.95 MI) SOUTH OF MILEPOST 102, 14.4 M (47.2
 OT0926'FT) EAST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) WEST OF THE
 OT0926'CENTER OF A DIRT ROAD LEADING SOUTHEAST, 3.6 M (11.8 FT) NORTHWEST OF
 OT0926'A UTILITY LIGHT POLE, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OT0926'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 OT0926'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0925 ***********************************************************************
 OT0925  DESIGNATION -  18 104.00
 OT0925  PID         -  OT0925
 OT0925  STATE/COUNTY-  SD/SHANNON
 OT0925  COUNTRY     -  US
 OT0925  USGS QUAD   -  PINE RIDGE (2017)
 OT0925
 OT0925                         *CURRENT SURVEY CONTROL
 OT0925  ______________________________________________________________________
 OT0925* NAD 83(1986) POSITION- 43 01 36.     (N) 102 32 54.     (W)   SCALED
 OT0925* NAVD 88 ORTHO HEIGHT -   995.681 (meters)     3266.66  (feet) ADJUSTED
 OT0925  ______________________________________________________________________
 OT0925  GEOID HEIGHT    -        -18.126 (meters)                     GEOID18
 OT0925  DYNAMIC HEIGHT  -        995.239 (meters)     3265.21  (feet) COMP
 OT0925  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 OT0925
 OT0925  VERT ORDER      -  FIRST     CLASS II
 OT0925
 OT0925.The horizontal coordinates were scaled from a map and have
 OT0925.an estimated accuracy of +/- 6 seconds.
 OT0925
 OT0925.The orthometric height was determined by differential leveling and
 OT0925.adjusted by the NATIONAL GEODETIC SURVEY
 OT0925.in June 1994.
 OT0925
 OT0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0925.GEOID18 height accuracy estimate available here.
 OT0925
 OT0925.Click photographs - Photos may exist for this station.
 OT0925
 OT0925.The dynamic height is computed by dividing the NAVD 88
 OT0925.geopotential number by the normal gravity value computed on the
 OT0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0925.degrees latitude (g = 980.6199 gals.).
 OT0925
 OT0925.The modeled gravity was interpolated from observed gravity values.
 OT0925
 OT0925;                    North         East    Units  Estimated Accuracy
 OT0925;SPC SD S     -    79,430.      419,490.      MT  (+/- 180 meters Scaled)
 OT0925
 OT0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH997666(NAD 83)
 OT0925
 OT0925                          SUPERSEDED SURVEY CONTROL
 OT0925
 OT0925.No superseded survey control is available for this station.
 OT0925
 OT0925_MARKER: DB = BENCH MARK DISK
 OT0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0925_STAMPING: 18-104.00 1993
 OT0925_MARK LOGO: SDDT
 OT0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0925+STABILITY: SURFACE MOTION
 OT0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0925+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 OT0925
 OT0925  HISTORY     - Date     Condition        Report By
 OT0925  HISTORY     - 1993     MONUMENTED       SDDT
 OT0925  HISTORY     - 19930919 GOOD             NGS
 OT0925  HISTORY     - 20080820 GOOD             WOOLPT
 OT0925  HISTORY     - 20121218 GOOD             INDIV
 OT0925
 OT0925                          STATION DESCRIPTION
 OT0925
 OT0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0925'0.7 KM (0.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0925'IN PINE RIDGE, 20.8 M (68.2 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 OT0925'CENTERLINE, 12.4 M (40.7 FT) SOUTH OF MILEPOST 104, 7.9 M (25.9 FT)
 OT0925'NORTH OF A UTILITY LIGHT POLE, 6.3 M (20.7 FT) EAST OF THE CENTER OF
 OT0925'A PAVED STREET, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 OT0925'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0925
 OT0925                          STATION RECOVERY (2008)
 OT0925
 OT0925'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 OT0925'RECOVERED AS DESCRIBED.
 OT0925
 OT0925                          STATION RECOVERY (2012)
 OT0925
 OT0925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0924 ***********************************************************************
 OT0924  CBN         -  This is a Cooperative Base Network Control Station.
 OT0924  DESIGNATION -  18 105.00
 OT0924  PID         -  OT0924
 OT0924  STATE/COUNTY-  SD/SHANNON
 OT0924  COUNTRY     -  US
 OT0924  USGS QUAD   -  PINE RIDGE (2017)
 OT0924
 OT0924                         *CURRENT SURVEY CONTROL
 OT0924  ______________________________________________________________________
 OT0924* NAD 83(2011) POSITION- 43 01 37.00648(N) 102 31 42.67523(W)   ADJUSTED
 OT0924* NAD 83(2011) ELLIP HT-   979.787 (meters)        (06/27/12)   ADJUSTED
 OT0924* NAD 83(2011) EPOCH   -  2010.00
 OT0924* NAVD 88 ORTHO HEIGHT -   997.942 (meters)     3274.08  (feet) ADJUSTED
 OT0924  ______________________________________________________________________
 OT0924  GEOID HEIGHT    -        -18.151 (meters)                     GEOID18
 OT0924  NAD 83(2011) X  - -1,013,178.530 (meters)                     COMP
 OT0924  NAD 83(2011) Y  - -4,559,411.164 (meters)                     COMP
 OT0924  NAD 83(2011) Z  -  4,330,359.165 (meters)                     COMP
 OT0924  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 OT0924  DYNAMIC HEIGHT  -        997.494 (meters)     3272.61  (feet) COMP
 OT0924  MODELED GRAVITY -    980,137.4   (mgal)                       NAVD 88
 OT0924
 OT0924  VERT ORDER      -  FIRST     CLASS II
 OT0924
 OT0924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0924  Standards:
 OT0924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0924  -------------------------------------------------------------------
 OT0924  NETWORK    0.58   1.23           0.27   0.19   0.63     -0.07735480
 OT0924  -------------------------------------------------------------------
 OT0924  Click here for local accuracies and other accuracy information.
 OT0924
 OT0924.The horizontal coordinates were established by GPS observations
 OT0924.and adjusted by the National Geodetic Survey in June 2012.
 OT0924
 OT0924.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0924.been affixed to the stable North American tectonic plate. See 
 OT0924.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0924
 OT0924.The horizontal coordinates are valid at the epoch date displayed above
 OT0924.which is a decimal equivalence of Year/Month/Day.
 OT0924
 OT0924.The orthometric height was determined by differential leveling and
 OT0924.adjusted by the NATIONAL GEODETIC SURVEY
 OT0924.in June 1994.
 OT0924
 OT0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0924.GEOID18 height accuracy estimate available here.
 OT0924
 OT0924.Click photographs - Photos may exist for this station.
 OT0924
 OT0924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0924
 OT0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0924
 OT0924.The ellipsoidal height was determined by GPS observations
 OT0924.and is referenced to NAD 83.
 OT0924
 OT0924.The dynamic height is computed by dividing the NAVD 88
 OT0924.geopotential number by the normal gravity value computed on the
 OT0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0924.degrees latitude (g = 980.6199 gals.).
 OT0924
 OT0924.The modeled gravity was interpolated from observed gravity values.
 OT0924
 OT0924. The following values were computed from the NAD 83(2011) position.
 OT0924
 OT0924;                    North         East     Units Scale Factor Converg.
 OT0924;SPC SD S     -    79,418.794   421,108.546   MT  0.99995978   -1 30 51.7
 OT0924;SPC SD S     -   260,559.83  1,381,586.95   sFT  0.99995978   -1 30 51.7
 OT0924;UTM  13      - 4,766,771.460   701,362.536   MT  1.00009883   +1 41 13.1
 OT0924
 OT0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0924!SPC SD S     -   0.99984637  x   0.99995978  =   0.99980616
 OT0924!UTM  13      -   0.99984637  x   1.00009883  =   0.99994519
 OT0924
 OT0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0136266771(NAD 83)
 OT0924
 OT0924                          SUPERSEDED SURVEY CONTROL
 OT0924
 OT0924  NAD 83(2007)-  43 01 37.00635(N)    102 31 42.67632(W) AD(2002.00) 0
 OT0924  ELLIP H (02/10/07)  979.815  (m)                       GP(2002.00)    
 OT0924  NAD 83(1995)-  43 01 37.00579(N)    102 31 42.67619(W) AD(       ) A
 OT0924  ELLIP H (06/23/03)  979.805  (m)                       GP(       ) 3 1
 OT0924  NAVD 88             997.94   (m)         3274.1    (f) LEVELING    3  
 OT0924
 OT0924.Superseded values are not recommended for survey control.
 OT0924
 OT0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0924.See file dsdata.pdf to determine how the superseded data were derived.
 OT0924
 OT0924_MARKER: Z = SEE DESCRIPTION
 OT0924_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0924_STAMPING: 18-105.00 1993
 OT0924_MARK LOGO: NGS
 OT0924_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0924_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0924+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 OT0924_ROD/PIPE-DEPTH: 6.40 meters
 OT0924_SLEEVE-DEPTH  : 3.00 meters
 OT0924
 OT0924  HISTORY     - Date     Condition        Report By
 OT0924  HISTORY     - 1993     MONUMENTED       SDDT
 OT0924  HISTORY     - 19930919 GOOD             NGS
 OT0924  HISTORY     - 20020514 GOOD             SDDT
 OT0924  HISTORY     - 20121218 GOOD             INDIV
 OT0924
 OT0924                          STATION DESCRIPTION
 OT0924
 OT0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0924'2.3 KM (1.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0924'IN PINE RIDGE, 31.6 M (103.7 FT) NORTH OF MILEPOST 105, 22.0 M (72.2
 OT0924'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A FENCE,
 OT0924'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH
 OT0924'OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.
 OT0924'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OT0924'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OT0924'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OT0924'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OT0924
 OT0924                          STATION RECOVERY (2002)
 OT0924
 OT0924'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0924'DESCRIBED BY SOUTH DAKOTA DEPT. OF TRANSPORTATION 2002.
 OT0924'2.3 KM (1.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICEIN
 OT0924'PINE RIDGE, 31.6 M
 OT0924'(103.7 FT) NORTH OF MILEPOST 105, 22.0 M (72.2FT) NORTH OF THE HIGHWAY
 OT0924'CENTERLINE, 17.5 FEET
 OT0924'NORTH OF A MANHOLE COVER, 0.6 M (2.0 FT) SOUTH OF A FENCE CORNER, 0.5
 OT0924'M (1.6 FT) BELOW THE
 OT0924'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OT0924'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRONPIPE
 OT0924'CAP THAT IS
 OT0924'ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A4-INCH SLEEVE.  ACCESS
 OT0924'TO THE DATUM POINT
 OT0924'IS THROUGH A 5-INCH LOGOCAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OT0924'
 OT0924
 OT0924                          STATION RECOVERY (2012)
 OT0924
 OT0924'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0923 ***********************************************************************
 OT0923  DESIGNATION -  18 105.65
 OT0923  PID         -  OT0923
 OT0923  STATE/COUNTY-  SD/SHANNON
 OT0923  COUNTRY     -  US
 OT0923  USGS QUAD   -  PINE RIDGE (2017)
 OT0923
 OT0923                         *CURRENT SURVEY CONTROL
 OT0923  ______________________________________________________________________
 OT0923* NAD 83(1986) POSITION- 43 01 38.     (N) 102 30 50.     (W)   SCALED
 OT0923* NAVD 88 ORTHO HEIGHT -  1003.855 (meters)     3293.48  (feet) ADJUSTED
 OT0923  ______________________________________________________________________
 OT0923  GEOID HEIGHT    -        -18.171 (meters)                     GEOID18
 OT0923  DYNAMIC HEIGHT  -       1003.402 (meters)     3291.99  (feet) COMP
 OT0923  MODELED GRAVITY -    980,134.8   (mgal)                       NAVD 88
 OT0923
 OT0923  VERT ORDER      -  FIRST     CLASS II
 OT0923
 OT0923.The horizontal coordinates were scaled from a map and have
 OT0923.an estimated accuracy of +/- 6 seconds.
 OT0923
 OT0923.The orthometric height was determined by differential leveling and
 OT0923.adjusted by the NATIONAL GEODETIC SURVEY
 OT0923.in June 1994.
 OT0923
 OT0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0923.GEOID18 height accuracy estimate available here.
 OT0923
 OT0923.Click photographs - Photos may exist for this station.
 OT0923
 OT0923.The dynamic height is computed by dividing the NAVD 88
 OT0923.geopotential number by the normal gravity value computed on the
 OT0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0923.degrees latitude (g = 980.6199 gals.).
 OT0923
 OT0923.The modeled gravity was interpolated from observed gravity values.
 OT0923
 OT0923;                    North         East    Units  Estimated Accuracy
 OT0923;SPC SD S     -    79,420.      422,300.      MT  (+/- 180 meters Scaled)
 OT0923
 OT0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH025668(NAD 83)
 OT0923
 OT0923                          SUPERSEDED SURVEY CONTROL
 OT0923
 OT0923.No superseded survey control is available for this station.
 OT0923
 OT0923_MARKER: DB = BENCH MARK DISK
 OT0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0923_STAMPING: 18-105.65 1993
 OT0923_MARK LOGO: SDDT
 OT0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0923+STABILITY: SURFACE MOTION
 OT0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0923+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 OT0923
 OT0923  HISTORY     - Date     Condition        Report By
 OT0923  HISTORY     - 1993     MONUMENTED       SDDT
 OT0923  HISTORY     - 19930919 GOOD             NGS
 OT0923  HISTORY     - 20121219 GOOD             INDIV
 OT0923
 OT0923                          STATION DESCRIPTION
 OT0923
 OT0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0923'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0923'IN PINE RIDGE, 1.1 KM (0.70 MI) EAST OF MILEPOST 105, 21.0 M (68.9
 OT0923'FT) EAST OF A FIELD ENTRANCE, 15.0 M (49.2 FT) SOUTH OF THE HIGHWAY
 OT0923'CENTERLINE, 0.8 M (2.6 FT) NORTHWEST OF A T-FENCE CORNER, 0.3 M (1.0
 OT0923'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0923'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OT0923'GROUND SURFACE.
 OT0923
 OT0923                          STATION RECOVERY (2012)
 OT0923
 OT0923'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0922 ***********************************************************************
 OT0922  DESIGNATION -  18 106.65
 OT0922  PID         -  OT0922
 OT0922  STATE/COUNTY-  SD/SHANNON
 OT0922  COUNTRY     -  US
 OT0922  USGS QUAD   -  MANDERSON SW (2017)
 OT0922
 OT0922                         *CURRENT SURVEY CONTROL
 OT0922  ______________________________________________________________________
 OT0922* NAD 83(1986) POSITION- 43 01 49.     (N) 102 29 50.     (W)   SCALED
 OT0922* NAVD 88 ORTHO HEIGHT -  1017.305 (meters)     3337.61  (feet) ADJUSTED
 OT0922  ______________________________________________________________________
 OT0922  GEOID HEIGHT    -        -18.198 (meters)                     GEOID18
 OT0922  DYNAMIC HEIGHT  -       1016.844 (meters)     3336.10  (feet) COMP
 OT0922  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 OT0922
 OT0922  VERT ORDER      -  FIRST     CLASS II
 OT0922
 OT0922.The horizontal coordinates were scaled from a map and have
 OT0922.an estimated accuracy of +/- 6 seconds.
 OT0922
 OT0922.The orthometric height was determined by differential leveling and
 OT0922.adjusted by the NATIONAL GEODETIC SURVEY
 OT0922.in June 1994.
 OT0922
 OT0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0922.GEOID18 height accuracy estimate available here.
 OT0922
 OT0922.Click photographs - Photos may exist for this station.
 OT0922
 OT0922.The dynamic height is computed by dividing the NAVD 88
 OT0922.geopotential number by the normal gravity value computed on the
 OT0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0922.degrees latitude (g = 980.6199 gals.).
 OT0922
 OT0922.The modeled gravity was interpolated from observed gravity values.
 OT0922
 OT0922;                    North         East    Units  Estimated Accuracy
 OT0922;SPC SD S     -    79,720.      423,670.      MT  (+/- 180 meters Scaled)
 OT0922
 OT0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH039672(NAD 83)
 OT0922
 OT0922                          SUPERSEDED SURVEY CONTROL
 OT0922
 OT0922.No superseded survey control is available for this station.
 OT0922
 OT0922_MARKER: DB = BENCH MARK DISK
 OT0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0922_STAMPING: 18-106.65 1993
 OT0922_MARK LOGO: SDDT
 OT0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0922+STABILITY: SURFACE MOTION
 OT0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0922+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 OT0922
 OT0922  HISTORY     - Date     Condition        Report By
 OT0922  HISTORY     - 1993     MONUMENTED       SDDT
 OT0922  HISTORY     - 19930919 GOOD             NGS
 OT0922  HISTORY     - 20121219 GOOD             INDIV
 OT0922
 OT0922                          STATION DESCRIPTION
 OT0922
 OT0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0922'5.0 KM (3.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0922'IN PINE RIDGE, 1.1 KM (0.70 MI) EAST OF MILEPOST 106, 16.2 M (53.1
 OT0922'FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL
 OT0922'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND
 OT0922'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0922
 OT0922                          STATION RECOVERY (2012)
 OT0922
 OT0922'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0921 ***********************************************************************
 OT0921  DESIGNATION -  18 107.70
 OT0921  PID         -  OT0921
 OT0921  STATE/COUNTY-  SD/SHANNON
 OT0921  COUNTRY     -  US
 OT0921  USGS QUAD   -  MANDERSON SW (2017)
 OT0921
 OT0921                         *CURRENT SURVEY CONTROL
 OT0921  ______________________________________________________________________
 OT0921* NAD 83(1986) POSITION- 43 02 00.18   (N) 102 28 31.06   (W)   HD_HELD1
 OT0921* NAVD 88 ORTHO HEIGHT -  1021.265 (meters)     3350.60  (feet) ADJUSTED
 OT0921  ______________________________________________________________________
 OT0921  GEOID HEIGHT    -        -18.232 (meters)                     GEOID18
 OT0921  DYNAMIC HEIGHT  -       1020.802 (meters)     3349.08  (feet) COMP
 OT0921  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 OT0921
 OT0921  VERT ORDER      -  FIRST     CLASS II
 OT0921
 OT0921.The horizontal coordinates were determined by differentially corrected
 OT0921.hand held GPS observations or other comparable positioning techniques
 OT0921.and have an estimated accuracy of +/- 3 meters.
 OT0921
 OT0921.The orthometric height was determined by differential leveling and
 OT0921.adjusted by the NATIONAL GEODETIC SURVEY
 OT0921.in June 1994.
 OT0921
 OT0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0921.GEOID18 height accuracy estimate available here.
 OT0921
 OT0921.Click photographs - Photos may exist for this station.
 OT0921
 OT0921.The dynamic height is computed by dividing the NAVD 88
 OT0921.geopotential number by the normal gravity value computed on the
 OT0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0921.degrees latitude (g = 980.6199 gals.).
 OT0921
 OT0921.The modeled gravity was interpolated from observed gravity values.
 OT0921
 OT0921;                    North         East    Units  Estimated Accuracy
 OT0921;SPC SD S     -    80,020.4     425,463.6     MT  (+/- 3 meters HH1 GPS) 
 OT0921
 OT0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0567767615(NAD 83)
 OT0921
 OT0921                          SUPERSEDED SURVEY CONTROL
 OT0921
 OT0921.No superseded survey control is available for this station.
 OT0921
 OT0921_MARKER: DB = BENCH MARK DISK
 OT0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0921_STAMPING: 18-107.70 1993
 OT0921_MARK LOGO: SDDT
 OT0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0921+STABILITY: SURFACE MOTION
 OT0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0921+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 OT0921
 OT0921  HISTORY     - Date     Condition        Report By
 OT0921  HISTORY     - 1993     MONUMENTED       SDDT
 OT0921  HISTORY     - 19930919 GOOD             NGS
 OT0921  HISTORY     - 20080820 GOOD             WOOLPT
 OT0921  HISTORY     - 20110914 POOR             WOOLPT
 OT0921  HISTORY     - 20121219 GOOD             INDIV
 OT0921
 OT0921                          STATION DESCRIPTION
 OT0921
 OT0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0921'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0921'IN PINE RIDGE, 1.2 KM (0.75 MI) EAST OF MILEPOST 107, 19.0 M (62.3
 OT0921'FT) EAST OF A T-FENCE CORNER, 18.0 M (59.1 FT) EAST OF A UTILITY POLE
 OT0921'WITH LINES CROSSING THE HIGHWAY, 14.7 M (48.2 FT) NORTH OF AND LEVEL
 OT0921'WITH THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST
 OT0921'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OT0921
 OT0921                          STATION RECOVERY (2008)
 OT0921
 OT0921'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 OT0921'RECOVERED AS DESCRIBED.
 OT0921
 OT0921                          STATION RECOVERY (2011)
 OT0921
 OT0921'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 OT0921'MARK IS AT THE EAST END OF A LENGTH OF DIRT SHOULDER.  POWER POLE WITH
 OT0921'LINES CROSSING ROAD HAS BEEN REMOVED.
 OT0921
 OT0921                          STATION RECOVERY (2012)
 OT0921
 OT0921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0920 ***********************************************************************
 OT0920  DESIGNATION -  18 108.95
 OT0920  PID         -  OT0920
 OT0920  STATE/COUNTY-  SD/SHANNON
 OT0920  COUNTRY     -  US
 OT0920  USGS QUAD   -  MANDERSON SW (2017)
 OT0920
 OT0920                         *CURRENT SURVEY CONTROL
 OT0920  ______________________________________________________________________
 OT0920* NAD 83(1986) POSITION- 43 02 35.     (N) 102 27 21.     (W)   SCALED
 OT0920* NAVD 88 ORTHO HEIGHT -  1041.244 (meters)     3416.15  (feet) ADJUSTED
 OT0920  ______________________________________________________________________
 OT0920  GEOID HEIGHT    -        -18.266 (meters)                     GEOID18
 OT0920  DYNAMIC HEIGHT  -       1040.773 (meters)     3414.60  (feet) COMP
 OT0920  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 OT0920
 OT0920  VERT ORDER      -  FIRST     CLASS II
 OT0920
 OT0920.The horizontal coordinates were scaled from a map and have
 OT0920.an estimated accuracy of +/- 6 seconds.
 OT0920
 OT0920.The orthometric height was determined by differential leveling and
 OT0920.adjusted by the NATIONAL GEODETIC SURVEY
 OT0920.in June 1994.
 OT0920
 OT0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0920.GEOID18 height accuracy estimate available here.
 OT0920
 OT0920.Click photographs - Photos may exist for this station.
 OT0920
 OT0920.The dynamic height is computed by dividing the NAVD 88
 OT0920.geopotential number by the normal gravity value computed on the
 OT0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0920.degrees latitude (g = 980.6199 gals.).
 OT0920
 OT0920.The modeled gravity was interpolated from observed gravity values.
 OT0920
 OT0920;                    North         East    Units  Estimated Accuracy
 OT0920;SPC SD S     -    81,050.      427,080.      MT  (+/- 180 meters Scaled)
 OT0920
 OT0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH072687(NAD 83)
 OT0920
 OT0920                          SUPERSEDED SURVEY CONTROL
 OT0920
 OT0920.No superseded survey control is available for this station.
 OT0920
 OT0920_MARKER: DB = BENCH MARK DISK
 OT0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0920_STAMPING: 18-108.95 1993
 OT0920_MARK LOGO: SDDT
 OT0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0920+STABILITY: SURFACE MOTION
 OT0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0920+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 OT0920
 OT0920  HISTORY     - Date     Condition        Report By
 OT0920  HISTORY     - 1993     MONUMENTED       SDDT
 OT0920  HISTORY     - 19930919 GOOD             NGS
 OT0920  HISTORY     - 20121219 GOOD             INDIV
 OT0920
 OT0920                          STATION DESCRIPTION
 OT0920
 OT0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0920'8.7 KM (5.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0920'IN PINE RIDGE, 1.5 KM (0.95 MI) EAST OF MILEPOST 108, 97.0 M (318.2
 OT0920'FT) WEST OF MILEPOST 109, 22.7 M (74.5 FT) SOUTHWEST OF THE CENTER OF
 OT0920'A PAVED ROAD LEADING NORTH TO WOLF CREEK SCHOOL, 20.4 M (66.9 FT)
 OT0920'NORTHWEST OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) NORTHWEST OF A
 OT0920'FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OT0920'(1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 OT0920'FLUSH WITH THE GROUND SURFACE.
 OT0920
 OT0920                          STATION RECOVERY (2012)
 OT0920
 OT0920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0919 ***********************************************************************
 OT0919  DESIGNATION -  18 110.00
 OT0919  PID         -  OT0919
 OT0919  STATE/COUNTY-  SD/SHANNON
 OT0919  COUNTRY     -  US
 OT0919  USGS QUAD   -  MANDERSON SW (2017)
 OT0919
 OT0919                         *CURRENT SURVEY CONTROL
 OT0919  ______________________________________________________________________
 OT0919* NAD 83(1986) POSITION- 43 02 45.     (N) 102 26 11.     (W)   SCALED
 OT0919* NAVD 88 ORTHO HEIGHT -  1034.349 (meters)     3393.53  (feet) ADJUSTED
 OT0919  ______________________________________________________________________
 OT0919  GEOID HEIGHT    -        -18.293 (meters)                     GEOID18
 OT0919  DYNAMIC HEIGHT  -       1033.883 (meters)     3392.00  (feet) COMP
 OT0919  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 OT0919
 OT0919  VERT ORDER      -  FIRST     CLASS II
 OT0919
 OT0919.The horizontal coordinates were scaled from a map and have
 OT0919.an estimated accuracy of +/- 6 seconds.
 OT0919
 OT0919.The orthometric height was determined by differential leveling and
 OT0919.adjusted by the NATIONAL GEODETIC SURVEY
 OT0919.in June 1994.
 OT0919
 OT0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0919.GEOID18 height accuracy estimate available here.
 OT0919
 OT0919.Click photographs - Photos may exist for this station.
 OT0919
 OT0919.The dynamic height is computed by dividing the NAVD 88
 OT0919.geopotential number by the normal gravity value computed on the
 OT0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0919.degrees latitude (g = 980.6199 gals.).
 OT0919
 OT0919.The modeled gravity was interpolated from observed gravity values.
 OT0919
 OT0919;                    North         East    Units  Estimated Accuracy
 OT0919;SPC SD S     -    81,320.      428,670.      MT  (+/- 180 meters Scaled)
 OT0919
 OT0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH088690(NAD 83)
 OT0919
 OT0919                          SUPERSEDED SURVEY CONTROL
 OT0919
 OT0919.No superseded survey control is available for this station.
 OT0919
 OT0919_MARKER: Z = SEE DESCRIPTION
 OT0919_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0919_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0919_STAMPING: 18-110.00 1993
 OT0919_MARK LOGO: NGS
 OT0919_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0919_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0919+STABILITY: POSITION/ELEVATION WELL
 OT0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0919+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2012
 OT0919_ROD/PIPE-DEPTH: 6.4 meters
 OT0919_SLEEVE-DEPTH  : 3.0 meters
 OT0919
 OT0919  HISTORY     - Date     Condition        Report By
 OT0919  HISTORY     - 1993     MONUMENTED       SDDT
 OT0919  HISTORY     - 19930919 GOOD             NGS
 OT0919  HISTORY     - 20120102 GOOD             INDIV
 OT0919
 OT0919                          STATION DESCRIPTION
 OT0919
 OT0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0919'11.3 KM (7.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0919'OFFICE IN PINE RIDGE, 39.0 M (128.0 FT) WEST OF MILEPOST 110, 29.8 M
 OT0919'(97.8 FT) WEST OF THE CENTER OF BIA ROAD 29 LEADING SOUTH TO THE PINE
 OT0919'RIDGE CHRISTIAN ACADEMY, 14.2 M (46.6 FT) SOUTH OF THE HIGHWAY
 OT0919'CENTERLINE, 7.5 M (24.6 FT) WEST OF A T-FENCE CORNER, 1.0 M (3.3 FT)
 OT0919'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.3
 OT0919'M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A
 OT0919'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OT0919'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OT0919'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OT0919'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OT0919
 OT0919                          STATION RECOVERY (2012)
 OT0919
 OT0919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0918 ***********************************************************************
 OT0918  DESIGNATION -  18 111.00
 OT0918  PID         -  OT0918
 OT0918  STATE/COUNTY-  SD/SHANNON
 OT0918  COUNTRY     -  US
 OT0918  USGS QUAD   -  MANDERSON SW (2017)
 OT0918
 OT0918                         *CURRENT SURVEY CONTROL
 OT0918  ______________________________________________________________________
 OT0918* NAD 83(1986) POSITION- 43 02 48.     (N) 102 25 02.     (W)   SCALED
 OT0918* NAVD 88 ORTHO HEIGHT -  1039.922 (meters)     3411.81  (feet) ADJUSTED
 OT0918  ______________________________________________________________________
 OT0918  GEOID HEIGHT    -        -18.318 (meters)                     GEOID18
 OT0918  DYNAMIC HEIGHT  -       1039.453 (meters)     3410.27  (feet) COMP
 OT0918  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 OT0918
 OT0918  VERT ORDER      -  FIRST     CLASS II
 OT0918
 OT0918.The horizontal coordinates were scaled from a map and have
 OT0918.an estimated accuracy of +/- 6 seconds.
 OT0918
 OT0918.The orthometric height was determined by differential leveling and
 OT0918.adjusted by the NATIONAL GEODETIC SURVEY
 OT0918.in June 1994.
 OT0918
 OT0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0918.GEOID18 height accuracy estimate available here.
 OT0918
 OT0918.Click photographs - Photos may exist for this station.
 OT0918
 OT0918.The dynamic height is computed by dividing the NAVD 88
 OT0918.geopotential number by the normal gravity value computed on the
 OT0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0918.degrees latitude (g = 980.6199 gals.).
 OT0918
 OT0918.The modeled gravity was interpolated from observed gravity values.
 OT0918
 OT0918;                    North         East    Units  Estimated Accuracy
 OT0918;SPC SD S     -    81,380.      430,230.      MT  (+/- 180 meters Scaled)
 OT0918
 OT0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH103692(NAD 83)
 OT0918
 OT0918                          SUPERSEDED SURVEY CONTROL
 OT0918
 OT0918.No superseded survey control is available for this station.
 OT0918
 OT0918_MARKER: DB = BENCH MARK DISK
 OT0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0918_STAMPING: 18-111.00 1993
 OT0918_MARK LOGO: SDDT
 OT0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0918+STABILITY: SURFACE MOTION
 OT0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0918+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2012
 OT0918
 OT0918  HISTORY     - Date     Condition        Report By
 OT0918  HISTORY     - 1993     MONUMENTED       SDDT
 OT0918  HISTORY     - 19930919 GOOD             NGS
 OT0918  HISTORY     - 20120102 GOOD             INDIV
 OT0918
 OT0918                          STATION DESCRIPTION
 OT0918
 OT0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0918'12.9 KM (8.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0918'OFFICE IN PINE RIDGE, 29.5 M (96.8 FT) NORTH OF THE HIGHWAY
 OT0918'CENTERLINE, 10.0 M (32.8 FT) WEST OF THE CENTER OF A TRACK ROAD
 OT0918'LEADING NORTH, 13.0 M (42.7 FT) NORTH OF A UTILITY POLE AND T-FENCE
 OT0918'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OT0918'EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 OT0918'GROUND SURFACE.
 OT0918
 OT0918                          STATION RECOVERY (2012)
 OT0918
 OT0918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0916 ***********************************************************************
 OT0916  DESIGNATION -  18 113.00
 OT0916  PID         -  OT0916
 OT0916  STATE/COUNTY-  SD/SHANNON
 OT0916  COUNTRY     -  US
 OT0916  USGS QUAD   -  MANDERSON SW (2017)
 OT0916
 OT0916                         *CURRENT SURVEY CONTROL
 OT0916  ______________________________________________________________________
 OT0916* NAD 83(1986) POSITION- 43 02 48.     (N) 102 22 38.     (W)   SCALED
 OT0916* NAVD 88 ORTHO HEIGHT -  1039.144 (meters)     3409.26  (feet) ADJUSTED
 OT0916  ______________________________________________________________________
 OT0916  GEOID HEIGHT    -        -18.367 (meters)                     GEOID18
 OT0916  DYNAMIC HEIGHT  -       1038.674 (meters)     3407.72  (feet) COMP
 OT0916  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 OT0916
 OT0916  VERT ORDER      -  FIRST     CLASS II
 OT0916
 OT0916.The horizontal coordinates were scaled from a map and have
 OT0916.an estimated accuracy of +/- 6 seconds.
 OT0916
 OT0916.The orthometric height was determined by differential leveling and
 OT0916.adjusted by the NATIONAL GEODETIC SURVEY
 OT0916.in June 1994.
 OT0916
 OT0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0916.GEOID18 height accuracy estimate available here.
 OT0916
 OT0916.Click photographs - Photos may exist for this station.
 OT0916
 OT0916.The dynamic height is computed by dividing the NAVD 88
 OT0916.geopotential number by the normal gravity value computed on the
 OT0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0916.degrees latitude (g = 980.6199 gals.).
 OT0916
 OT0916.The modeled gravity was interpolated from observed gravity values.
 OT0916
 OT0916;                    North         East    Units  Estimated Accuracy
 OT0916;SPC SD S     -    81,290.      433,490.      MT  (+/- 180 meters Scaled)
 OT0916
 OT0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH136693(NAD 83)
 OT0916
 OT0916                          SUPERSEDED SURVEY CONTROL
 OT0916
 OT0916.No superseded survey control is available for this station.
 OT0916
 OT0916_MARKER: DB = BENCH MARK DISK
 OT0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0916_STAMPING: 18-113.00 1993
 OT0916_MARK LOGO: SDDT
 OT0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0916+STABILITY: SURFACE MOTION
 OT0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0916+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2012
 OT0916
 OT0916  HISTORY     - Date     Condition        Report By
 OT0916  HISTORY     - 1993     MONUMENTED       SDDT
 OT0916  HISTORY     - 19930919 GOOD             NGS
 OT0916  HISTORY     - 20120102 GOOD             INDIV
 OT0916
 OT0916                          STATION DESCRIPTION
 OT0916
 OT0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0916'16.2 KM (10.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0916'OFFICE IN PINE RIDGE, 27.2 M (89.2 FT) NORTH OF THE HIGHWAY
 OT0916'CENTERLINE, 22.2 M (72.8 FT) WEST OF THE CENTERLINE OF BIA HIGHWAY 27
 OT0916'LEADING NORTH TO WOUNDED KNEE, 15.2 M (49.9 FT) NORTHWEST OF A
 OT0916'UTILITY POLE, 13.2 M (43.3 FT) NORTH OF A FENCE CORNER, 0.5 M (1.6
 OT0916'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS
 OT0916'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0916'GROUND SURFACE.
 OT0916
 OT0916                          STATION RECOVERY (2012)
 OT0916
 OT0916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0914 ***********************************************************************
 OT0914  DESIGNATION -  18 114.00
 OT0914  PID         -  OT0914
 OT0914  STATE/COUNTY-  SD/SHANNON
 OT0914  COUNTRY     -  US
 OT0914  USGS QUAD   -  DENBY (2017)
 OT0914
 OT0914                         *CURRENT SURVEY CONTROL
 OT0914  ______________________________________________________________________
 OT0914* NAD 83(1986) POSITION- 43 02 49.     (N) 102 21 29.     (W)   SCALED
 OT0914* NAVD 88 ORTHO HEIGHT -  1050.354 (meters)     3446.04  (feet) ADJUSTED
 OT0914  ______________________________________________________________________
 OT0914  GEOID HEIGHT    -        -18.390 (meters)                     GEOID18
 OT0914  DYNAMIC HEIGHT  -       1049.879 (meters)     3444.48  (feet) COMP
 OT0914  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 OT0914
 OT0914  VERT ORDER      -  FIRST     CLASS II
 OT0914
 OT0914.The horizontal coordinates were scaled from a map and have
 OT0914.an estimated accuracy of +/- 6 seconds.
 OT0914
 OT0914.The orthometric height was determined by differential leveling and
 OT0914.adjusted by the NATIONAL GEODETIC SURVEY
 OT0914.in June 1994.
 OT0914
 OT0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0914.GEOID18 height accuracy estimate available here.
 OT0914
 OT0914.Click photographs - Photos may exist for this station.
 OT0914
 OT0914.The dynamic height is computed by dividing the NAVD 88
 OT0914.geopotential number by the normal gravity value computed on the
 OT0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0914.degrees latitude (g = 980.6199 gals.).
 OT0914
 OT0914.The modeled gravity was interpolated from observed gravity values.
 OT0914
 OT0914;                    North         East    Units  Estimated Accuracy
 OT0914;SPC SD S     -    81,290.      435,050.      MT  (+/- 180 meters Scaled)
 OT0914
 OT0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH151694(NAD 83)
 OT0914
 OT0914                          SUPERSEDED SURVEY CONTROL
 OT0914
 OT0914.No superseded survey control is available for this station.
 OT0914
 OT0914_MARKER: DB = BENCH MARK DISK
 OT0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0914_STAMPING: 18-114.00 1993
 OT0914_MARK LOGO: SDDT
 OT0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0914+STABILITY: SURFACE MOTION
 OT0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0914+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2013
 OT0914
 OT0914  HISTORY     - Date     Condition        Report By
 OT0914  HISTORY     - 1993     MONUMENTED       SDDT
 OT0914  HISTORY     - 19930919 GOOD             NGS
 OT0914  HISTORY     - 20130107 GOOD             INDIV
 OT0914
 OT0914                          STATION DESCRIPTION
 OT0914
 OT0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0914'17.8 KM (11.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0914'OFFICE IN PINE RIDGE, 37.9 M (124.3 FT) NORTHWEST OF MILEPOST 114,
 OT0914'23.7 M (77.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT)
 OT0914'NORTH OF A UTILITY POLE WITH LINES CROSSING THE HIGHWAY, 6.7 M (22.0
 OT0914'FT) SOUTH OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OT0914'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 OT0914'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0914
 OT0914                          STATION RECOVERY (2013)
 OT0914
 OT0914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0913 ***********************************************************************
 OT0913  DESIGNATION -  18 115.00
 OT0913  PID         -  OT0913
 OT0913  STATE/COUNTY-  SD/SHANNON
 OT0913  COUNTRY     -  US
 OT0913  USGS QUAD   -  DENBY (2017)
 OT0913
 OT0913                         *CURRENT SURVEY CONTROL
 OT0913  ______________________________________________________________________
 OT0913* NAD 83(1986) POSITION- 43 02 49.     (N) 102 20 17.     (W)   SCALED
 OT0913* NAVD 88 ORTHO HEIGHT -  1061.865 (meters)     3483.80  (feet) ADJUSTED
 OT0913  ______________________________________________________________________
 OT0913  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 OT0913  DYNAMIC HEIGHT  -       1061.385 (meters)     3482.23  (feet) COMP
 OT0913  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 OT0913
 OT0913  VERT ORDER      -  FIRST     CLASS II
 OT0913
 OT0913.The horizontal coordinates were scaled from a map and have
 OT0913.an estimated accuracy of +/- 6 seconds.
 OT0913
 OT0913.The orthometric height was determined by differential leveling and
 OT0913.adjusted by the NATIONAL GEODETIC SURVEY
 OT0913.in June 1994.
 OT0913
 OT0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0913.GEOID18 height accuracy estimate available here.
 OT0913
 OT0913.Click photographs - Photos may exist for this station.
 OT0913
 OT0913.The dynamic height is computed by dividing the NAVD 88
 OT0913.geopotential number by the normal gravity value computed on the
 OT0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0913.degrees latitude (g = 980.6199 gals.).
 OT0913
 OT0913.The modeled gravity was interpolated from observed gravity values.
 OT0913
 OT0913;                    North         East    Units  Estimated Accuracy
 OT0913;SPC SD S     -    81,250.      436,680.      MT  (+/- 180 meters Scaled)
 OT0913
 OT0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH168694(NAD 83)
 OT0913
 OT0913                          SUPERSEDED SURVEY CONTROL
 OT0913
 OT0913.No superseded survey control is available for this station.
 OT0913
 OT0913_MARKER: Z = SEE DESCRIPTION
 OT0913_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0913_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0913_STAMPING: 18-115.00 1993
 OT0913_MARK LOGO: NGS
 OT0913_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0913_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0913+STABILITY: POSITION/ELEVATION WELL
 OT0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0913+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2013
 OT0913_ROD/PIPE-DEPTH: 6.4 meters
 OT0913_SLEEVE-DEPTH  : 3.0 meters
 OT0913
 OT0913  HISTORY     - Date     Condition        Report By
 OT0913  HISTORY     - 1993     MONUMENTED       SDDT
 OT0913  HISTORY     - 19930919 GOOD             NGS
 OT0913  HISTORY     - 20130107 GOOD             INDIV
 OT0913
 OT0913                          STATION DESCRIPTION
 OT0913
 OT0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0913'19.4 KM (12.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0913'OFFICE IN PINE RIDGE, 59.0 M (193.6 FT) NORTHWEST OF MILEPOST 115,
 OT0913'26.7 M (87.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.8 M (65.0 FT)
 OT0913'NORTH OF A FENCE CORNER, 10.5 M (34.4 FT) WEST OF THE CENTER OF A
 OT0913'DIRT ROAD LEADING NORTH, 0.7 M (2.3 FT) EAST OF A FENCE, 0.5 M (1.6
 OT0913'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS
 OT0913'POST, AND 0.3 M (1.0 FT) WEST OF A METAL GUARD POST.  NOTE--THE DATUM
 OT0913'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 OT0913'ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.
 OT0913'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OT0913'THROUGH A 4-INCH PVC PIPE.
 OT0913
 OT0913                          STATION RECOVERY (2013)
 OT0913
 OT0913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0912 ***********************************************************************
 OT0912  DESIGNATION -  18 116.00
 OT0912  PID         -  OT0912
 OT0912  STATE/COUNTY-  SD/SHANNON
 OT0912  COUNTRY     -  US
 OT0912  USGS QUAD   -  DENBY (2017)
 OT0912
 OT0912                         *CURRENT SURVEY CONTROL
 OT0912  ______________________________________________________________________
 OT0912* NAD 83(1986) POSITION- 43 02 50.     (N) 102 19 02.     (W)   SCALED
 OT0912* NAVD 88 ORTHO HEIGHT -  1031.978 (meters)     3385.75  (feet) ADJUSTED
 OT0912  ______________________________________________________________________
 OT0912  GEOID HEIGHT    -        -18.441 (meters)                     GEOID18
 OT0912  DYNAMIC HEIGHT  -       1031.509 (meters)     3384.21  (feet) COMP
 OT0912  MODELED GRAVITY -    980,131.0   (mgal)                       NAVD 88
 OT0912
 OT0912  VERT ORDER      -  FIRST     CLASS II
 OT0912
 OT0912.The horizontal coordinates were scaled from a map and have
 OT0912.an estimated accuracy of +/- 6 seconds.
 OT0912
 OT0912.The orthometric height was determined by differential leveling and
 OT0912.adjusted by the NATIONAL GEODETIC SURVEY
 OT0912.in June 1994.
 OT0912
 OT0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0912.GEOID18 height accuracy estimate available here.
 OT0912
 OT0912.Click photographs - Photos may exist for this station.
 OT0912
 OT0912.The dynamic height is computed by dividing the NAVD 88
 OT0912.geopotential number by the normal gravity value computed on the
 OT0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0912.degrees latitude (g = 980.6199 gals.).
 OT0912
 OT0912.The modeled gravity was interpolated from observed gravity values.
 OT0912
 OT0912;                    North         East    Units  Estimated Accuracy
 OT0912;SPC SD S     -    81,240.      438,380.      MT  (+/- 180 meters Scaled)
 OT0912
 OT0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH185695(NAD 83)
 OT0912
 OT0912                          SUPERSEDED SURVEY CONTROL
 OT0912
 OT0912.No superseded survey control is available for this station.
 OT0912
 OT0912_MARKER: DB = BENCH MARK DISK
 OT0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0912_STAMPING: 18-116.00 1993
 OT0912_MARK LOGO: SDDT
 OT0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0912+STABILITY: SURFACE MOTION
 OT0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0912+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2013
 OT0912
 OT0912  HISTORY     - Date     Condition        Report By
 OT0912  HISTORY     - 1993     MONUMENTED       SDDT
 OT0912  HISTORY     - 19930919 GOOD             NGS
 OT0912  HISTORY     - 20130107 GOOD             INDIV
 OT0912
 OT0912                          STATION DESCRIPTION
 OT0912
 OT0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0912'21.0 KM (13.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0912'OFFICE IN PINE RIDGE, 15.5 M (50.9 FT) SOUTH OF THE HIGHWAY
 OT0912'CENTERLINE, 9.8 M (32.2 FT) SOUTHWEST OF MILEPOST 116, 6.8 M (22.3
 OT0912'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 2.8 M (9.2 FT) WEST OF A
 OT0912'T-FENCE CORNER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OT0912'(1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 OT0912'WITH THE GROUND SURFACE.
 OT0912
 OT0912                          STATION RECOVERY (2013)
 OT0912
 OT0912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0911 ***********************************************************************
 OT0911  DESIGNATION -  18 117.00
 OT0911  PID         -  OT0911
 OT0911  STATE/COUNTY-  SD/SHANNON
 OT0911  COUNTRY     -  US
 OT0911  USGS QUAD   -  DENBY (2017)
 OT0911
 OT0911                         *CURRENT SURVEY CONTROL
 OT0911  ______________________________________________________________________
 OT0911* NAD 83(1986) POSITION- 43 02 52.     (N) 102 17 54.     (W)   SCALED
 OT0911* NAVD 88 ORTHO HEIGHT -  1033.883 (meters)     3392.00  (feet) ADJUSTED
 OT0911  ______________________________________________________________________
 OT0911  GEOID HEIGHT    -        -18.465 (meters)                     GEOID18
 OT0911  DYNAMIC HEIGHT  -       1033.413 (meters)     3390.46  (feet) COMP
 OT0911  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 OT0911
 OT0911  VERT ORDER      -  FIRST     CLASS II
 OT0911
 OT0911.The horizontal coordinates were scaled from a map and have
 OT0911.an estimated accuracy of +/- 6 seconds.
 OT0911
 OT0911.The orthometric height was determined by differential leveling and
 OT0911.adjusted by the NATIONAL GEODETIC SURVEY
 OT0911.in June 1994.
 OT0911
 OT0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0911.GEOID18 height accuracy estimate available here.
 OT0911
 OT0911.Click photographs - Photos may exist for this station.
 OT0911
 OT0911.The dynamic height is computed by dividing the NAVD 88
 OT0911.geopotential number by the normal gravity value computed on the
 OT0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0911.degrees latitude (g = 980.6199 gals.).
 OT0911
 OT0911.The modeled gravity was interpolated from observed gravity values.
 OT0911
 OT0911;                    North         East    Units  Estimated Accuracy
 OT0911;SPC SD S     -    81,260.      439,920.      MT  (+/- 180 meters Scaled)
 OT0911
 OT0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH200696(NAD 83)
 OT0911
 OT0911                          SUPERSEDED SURVEY CONTROL
 OT0911
 OT0911.No superseded survey control is available for this station.
 OT0911
 OT0911_MARKER: DB = BENCH MARK DISK
 OT0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0911_STAMPING: 18-117.00 1993
 OT0911_MARK LOGO: SDDT
 OT0911_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0911+STABILITY: SURFACE MOTION
 OT0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0911+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 OT0911
 OT0911  HISTORY     - Date     Condition        Report By
 OT0911  HISTORY     - 1993     MONUMENTED       SDDT
 OT0911  HISTORY     - 19930919 GOOD             NGS
 OT0911  HISTORY     - 20130108 GOOD             INDIV
 OT0911
 OT0911                          STATION DESCRIPTION
 OT0911
 OT0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0911'22.6 KM (14.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0911'OFFICE IN PINE RIDGE, 14.3 M (46.9 FT) SOUTH OF THE HIGHWAY
 OT0911'CENTERLINE, 7.1 M (23.3 FT) SOUTHWEST OF MILEPOST 117, 7.1 M (23.3
 OT0911'FT) WEST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.4 M (1.3 FT) BELOW
 OT0911'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 OT0911'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0911'SURFACE.
 OT0911
 OT0911                          STATION RECOVERY (2013)
 OT0911
 OT0911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0910 ***********************************************************************
 OT0910  DESIGNATION -  18 118.00
 OT0910  PID         -  OT0910
 OT0910  STATE/COUNTY-  SD/SHANNON
 OT0910  COUNTRY     -  US
 OT0910  USGS QUAD   -  DENBY (2017)
 OT0910
 OT0910                         *CURRENT SURVEY CONTROL
 OT0910  ______________________________________________________________________
 OT0910* NAD 83(1986) POSITION- 43 02 52.     (N) 102 16 42.     (W)   SCALED
 OT0910* NAVD 88 ORTHO HEIGHT -  1035.245 (meters)     3396.47  (feet) ADJUSTED
 OT0910  ______________________________________________________________________
 OT0910  GEOID HEIGHT    -        -18.490 (meters)                     GEOID18
 OT0910  DYNAMIC HEIGHT  -       1034.775 (meters)     3394.92  (feet) COMP
 OT0910  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 OT0910
 OT0910  VERT ORDER      -  FIRST     CLASS II
 OT0910
 OT0910.The horizontal coordinates were scaled from a map and have
 OT0910.an estimated accuracy of +/- 6 seconds.
 OT0910
 OT0910.The orthometric height was determined by differential leveling and
 OT0910.adjusted by the NATIONAL GEODETIC SURVEY
 OT0910.in June 1994.
 OT0910
 OT0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0910.GEOID18 height accuracy estimate available here.
 OT0910
 OT0910.Click photographs - Photos may exist for this station.
 OT0910
 OT0910.The dynamic height is computed by dividing the NAVD 88
 OT0910.geopotential number by the normal gravity value computed on the
 OT0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0910.degrees latitude (g = 980.6199 gals.).
 OT0910
 OT0910.The modeled gravity was interpolated from observed gravity values.
 OT0910
 OT0910;                    North         East    Units  Estimated Accuracy
 OT0910;SPC SD S     -    81,220.      441,550.      MT  (+/- 180 meters Scaled)
 OT0910
 OT0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH216697(NAD 83)
 OT0910
 OT0910                          SUPERSEDED SURVEY CONTROL
 OT0910
 OT0910.No superseded survey control is available for this station.
 OT0910
 OT0910_MARKER: DB = BENCH MARK DISK
 OT0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0910_STAMPING: 18-118.00 1993
 OT0910_MARK LOGO: SDDT
 OT0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0910+STABILITY: SURFACE MOTION
 OT0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0910+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 OT0910
 OT0910  HISTORY     - Date     Condition        Report By
 OT0910  HISTORY     - 1993     MONUMENTED       SDDT
 OT0910  HISTORY     - 19930919 GOOD             NGS
 OT0910  HISTORY     - 20130108 GOOD             INDIV
 OT0910
 OT0910                          STATION DESCRIPTION
 OT0910
 OT0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0910'24.2 KM (15.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0910'OFFICE IN PINE RIDGE, 28.5 M (93.5 FT) NORTHEAST OF MILEPOST 118,
 OT0910'18.6 M (61.0 FT) EAST OF A T-FENCE CORNER, 14.2 M (46.6 FT) NORTH OF
 OT0910'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OT0910'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 OT0910'SOUTHWEST OF A FENCE CORNER, AND THE MONUMENT PROJECTS 0.05 M (0.16
 OT0910'FT) ABOVE THE GROUND SURFACE.
 OT0910
 OT0910                          STATION RECOVERY (2013)
 OT0910
 OT0910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0909 ***********************************************************************
 OT0909  DESIGNATION -  18 119.00
 OT0909  PID         -  OT0909
 OT0909  STATE/COUNTY-  SD/SHANNON
 OT0909  COUNTRY     -  US
 OT0909  USGS QUAD   -  DENBY (2017)
 OT0909
 OT0909                         *CURRENT SURVEY CONTROL
 OT0909  ______________________________________________________________________
 OT0909* NAD 83(1986) POSITION- 43 02 49.     (N) 102 15 33.     (W)   SCALED
 OT0909* NAVD 88 ORTHO HEIGHT -  1035.167 (meters)     3396.21  (feet) ADJUSTED
 OT0909  ______________________________________________________________________
 OT0909  GEOID HEIGHT    -        -18.513 (meters)                     GEOID18
 OT0909  DYNAMIC HEIGHT  -       1034.698 (meters)     3394.67  (feet) COMP
 OT0909  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 OT0909
 OT0909  VERT ORDER      -  FIRST     CLASS II
 OT0909
 OT0909.The horizontal coordinates were scaled from a map and have
 OT0909.an estimated accuracy of +/- 6 seconds.
 OT0909
 OT0909.The orthometric height was determined by differential leveling and
 OT0909.adjusted by the NATIONAL GEODETIC SURVEY
 OT0909.in June 1994.
 OT0909
 OT0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0909.GEOID18 height accuracy estimate available here.
 OT0909
 OT0909.Click photographs - Photos may exist for this station.
 OT0909
 OT0909.The dynamic height is computed by dividing the NAVD 88
 OT0909.geopotential number by the normal gravity value computed on the
 OT0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0909.degrees latitude (g = 980.6199 gals.).
 OT0909
 OT0909.The modeled gravity was interpolated from observed gravity values.
 OT0909
 OT0909;                    North         East    Units  Estimated Accuracy
 OT0909;SPC SD S     -    81,100.      443,110.      MT  (+/- 180 meters Scaled)
 OT0909
 OT0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH232696(NAD 83)
 OT0909
 OT0909                          SUPERSEDED SURVEY CONTROL
 OT0909
 OT0909.No superseded survey control is available for this station.
 OT0909
 OT0909_MARKER: DB = BENCH MARK DISK
 OT0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0909_STAMPING: 18-119.00 1993
 OT0909_MARK LOGO: SDDT
 OT0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0909+STABILITY: SURFACE MOTION
 OT0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0909+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 OT0909
 OT0909  HISTORY     - Date     Condition        Report By
 OT0909  HISTORY     - 1993     MONUMENTED       SDDT
 OT0909  HISTORY     - 19930919 GOOD             NGS
 OT0909  HISTORY     - 20130108 GOOD             INDIV
 OT0909
 OT0909                          STATION DESCRIPTION
 OT0909
 OT0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0909'25.9 KM (16.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0909'OFFICE IN PINE RIDGE, 100.0 M (328.1 FT) WEST OF THE CENTER OF A DIRT
 OT0909'ROAD LEADING NORTH, 23.0 M (75.5 FT) NORTH OF MILEPOST 119, 14.8 M
 OT0909'(48.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 OT0909'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OT0909'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0909'SURFACE.
 OT0909
 OT0909                          STATION RECOVERY (2013)
 OT0909
 OT0909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0908 ***********************************************************************
 OT0908  DESIGNATION -  18 120.05
 OT0908  PID         -  OT0908
 OT0908  STATE/COUNTY-  SD/SHANNON
 OT0908  COUNTRY     -  US
 OT0908  USGS QUAD   -  WAKPAMANI (2017)
 OT0908
 OT0908                         *CURRENT SURVEY CONTROL
 OT0908  ______________________________________________________________________
 OT0908* NAD 83(1986) POSITION- 43 02 48.     (N) 102 14 18.     (W)   SCALED
 OT0908* NAVD 88 ORTHO HEIGHT -  1045.161 (meters)     3429.00  (feet) ADJUSTED
 OT0908  ______________________________________________________________________
 OT0908  GEOID HEIGHT    -        -18.540 (meters)                     GEOID18
 OT0908  DYNAMIC HEIGHT  -       1044.690 (meters)     3427.45  (feet) COMP
 OT0908  MODELED GRAVITY -    980,133.5   (mgal)                       NAVD 88
 OT0908
 OT0908  VERT ORDER      -  FIRST     CLASS II
 OT0908
 OT0908.The horizontal coordinates were scaled from a map and have
 OT0908.an estimated accuracy of +/- 6 seconds.
 OT0908
 OT0908.The orthometric height was determined by differential leveling and
 OT0908.adjusted by the NATIONAL GEODETIC SURVEY
 OT0908.in June 1994.
 OT0908
 OT0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0908.GEOID18 height accuracy estimate available here.
 OT0908
 OT0908.Click photographs - Photos may exist for this station.
 OT0908
 OT0908.The dynamic height is computed by dividing the NAVD 88
 OT0908.geopotential number by the normal gravity value computed on the
 OT0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0908.degrees latitude (g = 980.6199 gals.).
 OT0908
 OT0908.The modeled gravity was interpolated from observed gravity values.
 OT0908
 OT0908;                    North         East    Units  Estimated Accuracy
 OT0908;SPC SD S     -    81,030.      444,800.      MT  (+/- 180 meters Scaled)
 OT0908
 OT0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH249696(NAD 83)
 OT0908
 OT0908                          SUPERSEDED SURVEY CONTROL
 OT0908
 OT0908.No superseded survey control is available for this station.
 OT0908
 OT0908_MARKER: Z = SEE DESCRIPTION
 OT0908_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0908_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0908_STAMPING: 18-120.05 1993
 OT0908_MARK LOGO: NGS
 OT0908_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0908_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0908+STABILITY: POSITION/ELEVATION WELL
 OT0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0908+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 OT0908_ROD/PIPE-DEPTH: 6.4 meters
 OT0908_SLEEVE-DEPTH  : 3.0 meters
 OT0908
 OT0908  HISTORY     - Date     Condition        Report By
 OT0908  HISTORY     - 1993     MONUMENTED       SDDT
 OT0908  HISTORY     - 19930919 GOOD             NGS
 OT0908  HISTORY     - 20130109 GOOD             INDIV
 OT0908
 OT0908                          STATION DESCRIPTION
 OT0908
 OT0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0908'27.5 KM (17.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0908'OFFICE IN PINE RIDGE, 91.0 M (298.6 FT) EAST OF MILEPOST 120, 26.0 M
 OT0908'(85.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 16.0 M
 OT0908'(52.5 FT) EAST OF A FENCE CORNER, 11.3 M (37.1 FT) NORTH OF THE
 OT0908'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OT0908'0.7 M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OT0908'POST, AND 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST.  NOTE--THE
 OT0908'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 OT0908'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 OT0908'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OT0908'THEN THROUGH A 4-INCH PVC PIPE.
 OT0908
 OT0908                          STATION RECOVERY (2013)
 OT0908
 OT0908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0907 ***********************************************************************
 OT0907  DESIGNATION -  18 121.00
 OT0907  PID         -  OT0907
 OT0907  STATE/COUNTY-  SD/SHANNON
 OT0907  COUNTRY     -  US
 OT0907  USGS QUAD   -  WAKPAMANI (2017)
 OT0907
 OT0907                         *CURRENT SURVEY CONTROL
 OT0907  ______________________________________________________________________
 OT0907* NAD 83(1986) POSITION- 43 02 45.     (N) 102 13 13.     (W)   SCALED
 OT0907* NAVD 88 ORTHO HEIGHT -  1047.878 (meters)     3437.91  (feet) ADJUSTED
 OT0907  ______________________________________________________________________
 OT0907  GEOID HEIGHT    -        -18.563 (meters)                     GEOID18
 OT0907  DYNAMIC HEIGHT  -       1047.409 (meters)     3436.37  (feet) COMP
 OT0907  MODELED GRAVITY -    980,137.1   (mgal)                       NAVD 88
 OT0907
 OT0907  VERT ORDER      -  FIRST     CLASS II
 OT0907
 OT0907.The horizontal coordinates were scaled from a map and have
 OT0907.an estimated accuracy of +/- 6 seconds.
 OT0907
 OT0907.The orthometric height was determined by differential leveling and
 OT0907.adjusted by the NATIONAL GEODETIC SURVEY
 OT0907.in June 1994.
 OT0907
 OT0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0907.GEOID18 height accuracy estimate available here.
 OT0907
 OT0907.Click photographs - Photos may exist for this station.
 OT0907
 OT0907.The dynamic height is computed by dividing the NAVD 88
 OT0907.geopotential number by the normal gravity value computed on the
 OT0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0907.degrees latitude (g = 980.6199 gals.).
 OT0907
 OT0907.The modeled gravity was interpolated from observed gravity values.
 OT0907
 OT0907;                    North         East    Units  Estimated Accuracy
 OT0907;SPC SD S     -    80,900.      446,270.      MT  (+/- 180 meters Scaled)
 OT0907
 OT0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH264696(NAD 83)
 OT0907
 OT0907                          SUPERSEDED SURVEY CONTROL
 OT0907
 OT0907.No superseded survey control is available for this station.
 OT0907
 OT0907_MARKER: DB = BENCH MARK DISK
 OT0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0907_STAMPING: 18-121.00 1993
 OT0907_MARK LOGO: SDDT
 OT0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0907+STABILITY: SURFACE MOTION
 OT0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0907+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 OT0907
 OT0907  HISTORY     - Date     Condition        Report By
 OT0907  HISTORY     - 1993     MONUMENTED       SDDT
 OT0907  HISTORY     - 19930919 GOOD             NGS
 OT0907  HISTORY     - 20130109 GOOD             INDIV
 OT0907
 OT0907                          STATION DESCRIPTION
 OT0907
 OT0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0907'29.2 KM (18.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0907'OFFICE IN PINE RIDGE, 48.8 M (160.1 FT) WEST OF MILEPOST 121 AND THE
 OT0907'CENTERLINE OF STATE HIGHWAY 391, 23.0 M (75.5 FT) SOUTH OF THE
 OT0907'HIGHWAY CENTERLINE, 14.2 M (46.6 FT) SOUTHWEST OF A UTILITY POLE, 8.5
 OT0907'M (27.9 FT) SOUTH OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL
 OT0907'OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 OT0907'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0907
 OT0907                          STATION RECOVERY (2013)
 OT0907
 OT0907'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0906 ***********************************************************************
 OT0906  DESIGNATION -  18 122.00
 OT0906  PID         -  OT0906
 OT0906  STATE/COUNTY-  SD/SHANNON
 OT0906  COUNTRY     -  US
 OT0906  USGS QUAD   -  WAKPAMANI (2017)
 OT0906
 OT0906                         *CURRENT SURVEY CONTROL
 OT0906  ______________________________________________________________________
 OT0906* NAD 83(1986) POSITION- 43 03 15.     (N) 102 12 28.     (W)   SCALED
 OT0906* NAVD 88 ORTHO HEIGHT -  1071.439 (meters)     3515.21  (feet) ADJUSTED
 OT0906  ______________________________________________________________________
 OT0906  GEOID HEIGHT    -        -18.595 (meters)                     GEOID18
 OT0906  DYNAMIC HEIGHT  -       1070.961 (meters)     3513.64  (feet) COMP
 OT0906  MODELED GRAVITY -    980,136.7   (mgal)                       NAVD 88
 OT0906
 OT0906  VERT ORDER      -  FIRST     CLASS II
 OT0906
 OT0906.The horizontal coordinates were scaled from a map and have
 OT0906.an estimated accuracy of +/- 6 seconds.
 OT0906
 OT0906.The orthometric height was determined by differential leveling and
 OT0906.adjusted by the NATIONAL GEODETIC SURVEY
 OT0906.in June 1994.
 OT0906
 OT0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0906.GEOID18 height accuracy estimate available here.
 OT0906
 OT0906.Click photographs - Photos may exist for this station.
 OT0906
 OT0906.The dynamic height is computed by dividing the NAVD 88
 OT0906.geopotential number by the normal gravity value computed on the
 OT0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0906.degrees latitude (g = 980.6199 gals.).
 OT0906
 OT0906.The modeled gravity was interpolated from observed gravity values.
 OT0906
 OT0906;                    North         East    Units  Estimated Accuracy
 OT0906;SPC SD S     -    81,800.      447,310.      MT  (+/- 180 meters Scaled)
 OT0906
 OT0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH273706(NAD 83)
 OT0906
 OT0906                          SUPERSEDED SURVEY CONTROL
 OT0906
 OT0906.No superseded survey control is available for this station.
 OT0906
 OT0906_MARKER: DB = BENCH MARK DISK
 OT0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0906_STAMPING: 18-122.00 1993
 OT0906_MARK LOGO: SDDT
 OT0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0906+STABILITY: SURFACE MOTION
 OT0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0906+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 OT0906
 OT0906  HISTORY     - Date     Condition        Report By
 OT0906  HISTORY     - 1993     MONUMENTED       SDDT
 OT0906  HISTORY     - 19930919 GOOD             NGS
 OT0906  HISTORY     - 20130109 GOOD             INDIV
 OT0906
 OT0906                          STATION DESCRIPTION
 OT0906
 OT0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0906'30.8 KM (19.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0906'OFFICE IN PINE RIDGE, 24.8 M (81.4 FT) NORTHWEST OF MILEPOST 122,
 OT0906'14.7 M (48.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT)
 OT0906'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 OT0906'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0906'SURFACE.
 OT0906
 OT0906                          STATION RECOVERY (2013)
 OT0906
 OT0906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0905 ***********************************************************************
 OT0905  DESIGNATION -  18 123.00
 OT0905  PID         -  OT0905
 OT0905  STATE/COUNTY-  SD/SHANNON
 OT0905  COUNTRY     -  US
 OT0905  USGS QUAD   -  WAKPAMANI (2017)
 OT0905
 OT0905                         *CURRENT SURVEY CONTROL
 OT0905  ______________________________________________________________________
 OT0905* NAD 83(1986) POSITION- 43 04 03.     (N) 102 11 45.     (W)   SCALED
 OT0905* NAVD 88 ORTHO HEIGHT -  1070.312 (meters)     3511.52  (feet) ADJUSTED
 OT0905  ______________________________________________________________________
 OT0905  GEOID HEIGHT    -        -18.638 (meters)                     GEOID18
 OT0905  DYNAMIC HEIGHT  -       1069.834 (meters)     3509.95  (feet) COMP
 OT0905  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 OT0905
 OT0905  VERT ORDER      -  FIRST     CLASS II
 OT0905
 OT0905.The horizontal coordinates were scaled from a map and have
 OT0905.an estimated accuracy of +/- 6 seconds.
 OT0905
 OT0905.The orthometric height was determined by differential leveling and
 OT0905.adjusted by the NATIONAL GEODETIC SURVEY
 OT0905.in June 1994.
 OT0905
 OT0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0905.GEOID18 height accuracy estimate available here.
 OT0905
 OT0905.Click photographs - Photos may exist for this station.
 OT0905
 OT0905.The dynamic height is computed by dividing the NAVD 88
 OT0905.geopotential number by the normal gravity value computed on the
 OT0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0905.degrees latitude (g = 980.6199 gals.).
 OT0905
 OT0905.The modeled gravity was interpolated from observed gravity values.
 OT0905
 OT0905;                    North         East    Units  Estimated Accuracy
 OT0905;SPC SD S     -    83,260.      448,320.      MT  (+/- 180 meters Scaled)
 OT0905
 OT0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH283721(NAD 83)
 OT0905
 OT0905                          SUPERSEDED SURVEY CONTROL
 OT0905
 OT0905.No superseded survey control is available for this station.
 OT0905
 OT0905_MARKER: DB = BENCH MARK DISK
 OT0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0905_STAMPING: 18-123.00 1993
 OT0905_MARK LOGO: SDDT
 OT0905_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0905+STABILITY: SURFACE MOTION
 OT0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0905+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 OT0905
 OT0905  HISTORY     - Date     Condition        Report By
 OT0905  HISTORY     - 1993     MONUMENTED       SDDT
 OT0905  HISTORY     - 19930919 GOOD             NGS
 OT0905  HISTORY     - 20130109 GOOD             INDIV
 OT0905
 OT0905                          STATION DESCRIPTION
 OT0905
 OT0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0905'32.4 KM (20.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0905'OFFICE IN PINE RIDGE, 25.1 M (82.3 FT) NORTHWEST OF MILEPOST 123,
 OT0905'14.7 M (48.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT)
 OT0905'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 OT0905'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0905'SURFACE.
 OT0905
 OT0905                          STATION RECOVERY (2013)
 OT0905
 OT0905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0904 ***********************************************************************
 OT0904  DESIGNATION -  18 124.00
 OT0904  PID         -  OT0904
 OT0904  STATE/COUNTY-  SD/SHANNON
 OT0904  COUNTRY     -  US
 OT0904  USGS QUAD   -  WAKPAMANI (2017)
 OT0904
 OT0904                         *CURRENT SURVEY CONTROL
 OT0904  ______________________________________________________________________
 OT0904* NAD 83(1986) POSITION- 43 04 48.     (N) 102 11 02.     (W)   SCALED
 OT0904* NAVD 88 ORTHO HEIGHT -  1065.568 (meters)     3495.95  (feet) ADJUSTED
 OT0904  ______________________________________________________________________
 OT0904  GEOID HEIGHT    -        -18.680 (meters)                     GEOID18
 OT0904  DYNAMIC HEIGHT  -       1065.092 (meters)     3494.39  (feet) COMP
 OT0904  MODELED GRAVITY -    980,136.9   (mgal)                       NAVD 88
 OT0904
 OT0904  VERT ORDER      -  FIRST     CLASS II
 OT0904
 OT0904.The horizontal coordinates were scaled from a map and have
 OT0904.an estimated accuracy of +/- 6 seconds.
 OT0904
 OT0904.The orthometric height was determined by differential leveling and
 OT0904.adjusted by the NATIONAL GEODETIC SURVEY
 OT0904.in June 1994.
 OT0904
 OT0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0904.GEOID18 height accuracy estimate available here.
 OT0904
 OT0904.Click photographs - Photos may exist for this station.
 OT0904
 OT0904.The dynamic height is computed by dividing the NAVD 88
 OT0904.geopotential number by the normal gravity value computed on the
 OT0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0904.degrees latitude (g = 980.6199 gals.).
 OT0904
 OT0904.The modeled gravity was interpolated from observed gravity values.
 OT0904
 OT0904;                    North         East    Units  Estimated Accuracy
 OT0904;SPC SD S     -    84,630.      449,320.      MT  (+/- 180 meters Scaled)
 OT0904
 OT0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH292735(NAD 83)
 OT0904
 OT0904                          SUPERSEDED SURVEY CONTROL
 OT0904
 OT0904.No superseded survey control is available for this station.
 OT0904
 OT0904_MARKER: DB = BENCH MARK DISK
 OT0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0904_STAMPING: 18-124.00 1993
 OT0904_MARK LOGO: SDDT
 OT0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0904+STABILITY: SURFACE MOTION
 OT0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0904+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 OT0904
 OT0904  HISTORY     - Date     Condition        Report By
 OT0904  HISTORY     - 1993     MONUMENTED       SDDT
 OT0904  HISTORY     - 19930919 GOOD             NGS
 OT0904  HISTORY     - 20130109 GOOD             INDIV
 OT0904
 OT0904                          STATION DESCRIPTION
 OT0904
 OT0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0904'34.0 KM (21.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0904'OFFICE IN PINE RIDGE, 29.9 M (98.1 FT) NORTHWEST OF MILEPOST 124,
 OT0904'14.5 M (47.6 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT)
 OT0904'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 OT0904'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0904'SURFACE.
 OT0904
 OT0904                          STATION RECOVERY (2013)
 OT0904
 OT0904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0903 ***********************************************************************
 OT0903  DESIGNATION -  18 125.15
 OT0903  PID         -  OT0903
 OT0903  STATE/COUNTY-  SD/SHANNON
 OT0903  COUNTRY     -  US
 OT0903  USGS QUAD   -  WAKPAMANI (2017)
 OT0903
 OT0903                         *CURRENT SURVEY CONTROL
 OT0903  ______________________________________________________________________
 OT0903* NAD 83(1986) POSITION- 43 05 37.     (N) 102 10 11.     (W)   SCALED
 OT0903* NAVD 88 ORTHO HEIGHT -  1051.359 (meters)     3449.33  (feet) ADJUSTED
 OT0903  ______________________________________________________________________
 OT0903  GEOID HEIGHT    -        -18.731 (meters)                     GEOID18
 OT0903  DYNAMIC HEIGHT  -       1050.890 (meters)     3447.79  (feet) COMP
 OT0903  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 OT0903
 OT0903  VERT ORDER      -  FIRST     CLASS II
 OT0903
 OT0903.The horizontal coordinates were scaled from a map and have
 OT0903.an estimated accuracy of +/- 6 seconds.
 OT0903
 OT0903.The orthometric height was determined by differential leveling and
 OT0903.adjusted by the NATIONAL GEODETIC SURVEY
 OT0903.in June 1994.
 OT0903
 OT0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0903.GEOID18 height accuracy estimate available here.
 OT0903
 OT0903.Click photographs - Photos may exist for this station.
 OT0903
 OT0903.The dynamic height is computed by dividing the NAVD 88
 OT0903.geopotential number by the normal gravity value computed on the
 OT0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0903.degrees latitude (g = 980.6199 gals.).
 OT0903
 OT0903.The modeled gravity was interpolated from observed gravity values.
 OT0903
 OT0903;                    North         East    Units  Estimated Accuracy
 OT0903;SPC SD S     -    86,110.      450,510.      MT  (+/- 180 meters Scaled)
 OT0903
 OT0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH303750(NAD 83)
 OT0903
 OT0903                          SUPERSEDED SURVEY CONTROL
 OT0903
 OT0903.No superseded survey control is available for this station.
 OT0903
 OT0903_MARKER: Z = SEE DESCRIPTION
 OT0903_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0903_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0903_STAMPING: 18-125.15 1993
 OT0903_MARK LOGO: NGS
 OT0903_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0903_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0903+STABILITY: POSITION/ELEVATION WELL
 OT0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0903+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 OT0903_ROD/PIPE-DEPTH: 6.4 meters
 OT0903_SLEEVE-DEPTH  : 3.0 meters
 OT0903
 OT0903  HISTORY     - Date     Condition        Report By
 OT0903  HISTORY     - 1993     MONUMENTED       SDDT
 OT0903  HISTORY     - 19930919 GOOD             NGS
 OT0903  HISTORY     - 20130110 GOOD             INDIV
 OT0903
 OT0903                          STATION DESCRIPTION
 OT0903
 OT0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0903'35.9 KM (22.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0903'OFFICE IN PINE RIDGE, 258.0 M (846.5 FT) NORTHEAST OF MILEPOST 125,
 OT0903'35.0 M (114.8 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING
 OT0903'NORTHWEST TO A FRAME HOUSE, 21.5 M (70.5 FT) NORTHWEST OF THE HIGHWAY
 OT0903'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OT0903'FT) SOUTHEAST OF A WITNESS POST AND A FENCE CORNER, AND 0.4 M (1.3
 OT0903'FT) NORTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OT0903'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OT0903'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OT0903'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OT0903'PVC PIPE.
 OT0903
 OT0903                          STATION RECOVERY (2013)
 OT0903
 OT0903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0902 ***********************************************************************
 OT0902  DESIGNATION -  18 126.10
 OT0902  PID         -  OT0902
 OT0902  STATE/COUNTY-  SD/SHANNON
 OT0902  COUNTRY     -  US
 OT0902  USGS QUAD   -  WAKPAMANI (2017)
 OT0902
 OT0902                         *CURRENT SURVEY CONTROL
 OT0902  ______________________________________________________________________
 OT0902* NAD 83(1986) POSITION- 43 06 09.     (N) 102 09 30.     (W)   SCALED
 OT0902* NAVD 88 ORTHO HEIGHT -  1032.173 (meters)     3386.39  (feet) ADJUSTED
 OT0902  ______________________________________________________________________
 OT0902  GEOID HEIGHT    -        -18.767 (meters)                     GEOID18
 OT0902  DYNAMIC HEIGHT  -       1031.714 (meters)     3384.88  (feet) COMP
 OT0902  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 OT0902
 OT0902  VERT ORDER      -  FIRST     CLASS II
 OT0902
 OT0902.The horizontal coordinates were scaled from a map and have
 OT0902.an estimated accuracy of +/- 6 seconds.
 OT0902
 OT0902.The orthometric height was determined by differential leveling and
 OT0902.adjusted by the NATIONAL GEODETIC SURVEY
 OT0902.in June 1994.
 OT0902
 OT0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0902.GEOID18 height accuracy estimate available here.
 OT0902
 OT0902.Click photographs - Photos may exist for this station.
 OT0902
 OT0902.The dynamic height is computed by dividing the NAVD 88
 OT0902.geopotential number by the normal gravity value computed on the
 OT0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0902.degrees latitude (g = 980.6199 gals.).
 OT0902
 OT0902.The modeled gravity was interpolated from observed gravity values.
 OT0902
 OT0902;                    North         East    Units  Estimated Accuracy
 OT0902;SPC SD S     -    87,080.      451,460.      MT  (+/- 180 meters Scaled)
 OT0902
 OT0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH312761(NAD 83)
 OT0902
 OT0902                          SUPERSEDED SURVEY CONTROL
 OT0902
 OT0902.No superseded survey control is available for this station.
 OT0902
 OT0902_MARKER: DB = BENCH MARK DISK
 OT0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0902_STAMPING: 18-126.10 1993
 OT0902_MARK LOGO: SDDT
 OT0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0902+STABILITY: SURFACE MOTION
 OT0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0902+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0902
 OT0902  HISTORY     - Date     Condition        Report By
 OT0902  HISTORY     - 1993     MONUMENTED       SDDT
 OT0902  HISTORY     - 19930919 GOOD             NGS
 OT0902
 OT0902                          STATION DESCRIPTION
 OT0902
 OT0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0902'36.9 KM (22.90 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0902'OF STATE HIGHWAY 73 IN MARTIN, 250.0 M (820.2 FT) SOUTHWEST OF THE
 OT0902'MOST SOUTHWESTERLY OF 2 BRIDGES SPANNING STINKING WATER CREEK, 124.0
 OT0902'M (406.8 FT) NORTHEAST OF MILEPOST 126, 14.4 M (47.2 FT) NORTHWEST OF
 OT0902'THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 OT0902'HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 OT0902'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0901 ***********************************************************************
 OT0901  DESIGNATION -  18 127.15
 OT0901  PID         -  OT0901
 OT0901  STATE/COUNTY-  SD/SHANNON
 OT0901  COUNTRY     -  US
 OT0901  USGS QUAD   -  WAKPAMANI (2017)
 OT0901
 OT0901                         *CURRENT SURVEY CONTROL
 OT0901  ______________________________________________________________________
 OT0901* NAD 83(1986) POSITION- 43 06 51.     (N) 102 08 26.     (W)   SCALED
 OT0901* NAVD 88 ORTHO HEIGHT -  1046.695 (meters)     3434.03  (feet) ADJUSTED
 OT0901  ______________________________________________________________________
 OT0901  GEOID HEIGHT    -        -18.814 (meters)                     GEOID18
 OT0901  DYNAMIC HEIGHT  -       1046.231 (meters)     3432.51  (feet) COMP
 OT0901  MODELED GRAVITY -    980,141.2   (mgal)                       NAVD 88
 OT0901
 OT0901  VERT ORDER      -  FIRST     CLASS II
 OT0901
 OT0901.The horizontal coordinates were scaled from a map and have
 OT0901.an estimated accuracy of +/- 6 seconds.
 OT0901
 OT0901.The orthometric height was determined by differential leveling and
 OT0901.adjusted by the NATIONAL GEODETIC SURVEY
 OT0901.in June 1994.
 OT0901
 OT0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0901.GEOID18 height accuracy estimate available here.
 OT0901
 OT0901.Click photographs - Photos may exist for this station.
 OT0901
 OT0901.The dynamic height is computed by dividing the NAVD 88
 OT0901.geopotential number by the normal gravity value computed on the
 OT0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0901.degrees latitude (g = 980.6199 gals.).
 OT0901
 OT0901.The modeled gravity was interpolated from observed gravity values.
 OT0901
 OT0901;                    North         East    Units  Estimated Accuracy
 OT0901;SPC SD S     -    88,340.      452,930.      MT  (+/- 180 meters Scaled)
 OT0901
 OT0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH326774(NAD 83)
 OT0901
 OT0901                          SUPERSEDED SURVEY CONTROL
 OT0901
 OT0901.No superseded survey control is available for this station.
 OT0901
 OT0901_MARKER: DB = BENCH MARK DISK
 OT0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0901_STAMPING: 18-127.15 1993
 OT0901_MARK LOGO: SDDT
 OT0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0901+STABILITY: SURFACE MOTION
 OT0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0901+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 OT0901
 OT0901  HISTORY     - Date     Condition        Report By
 OT0901  HISTORY     - 1993     MONUMENTED       SDDT
 OT0901  HISTORY     - 19930919 GOOD             NGS
 OT0901  HISTORY     - 20130110 GOOD             INDIV
 OT0901
 OT0901                          STATION DESCRIPTION
 OT0901
 OT0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0901'35.0 KM (21.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0901'OF STATE HIGHWAY 73 IN MARTIN, 318.0 M (1043.3 FT) NORTHEAST OF
 OT0901'MILEPOST 127, 15.2 M (49.9 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 OT0901'15.0 M (49.2 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING
 OT0901'NORTH, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OT0901'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 OT0901'FT) ABOVE THE GROUND SURFACE.
 OT0901
 OT0901                          STATION RECOVERY (2013)
 OT0901
 OT0901'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0900 ***********************************************************************
 OT0900  DESIGNATION -  18 128.00
 OT0900  PID         -  OT0900
 OT0900  STATE/COUNTY-  SD/SHANNON
 OT0900  COUNTRY     -  US
 OT0900  USGS QUAD   -  WAKPAMANI (2017)
 OT0900
 OT0900                         *CURRENT SURVEY CONTROL
 OT0900  ______________________________________________________________________
 OT0900* NAD 83(1986) POSITION- 43 07 24.     (N) 102 07 44.     (W)   SCALED
 OT0900* NAVD 88 ORTHO HEIGHT -  1044.701 (meters)     3427.49  (feet) ADJUSTED
 OT0900  ______________________________________________________________________
 OT0900  GEOID HEIGHT    -        -18.847 (meters)                     GEOID18
 OT0900  DYNAMIC HEIGHT  -       1044.238 (meters)     3425.97  (feet) COMP
 OT0900  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 OT0900
 OT0900  VERT ORDER      -  FIRST     CLASS II
 OT0900
 OT0900.The horizontal coordinates were scaled from a map and have
 OT0900.an estimated accuracy of +/- 6 seconds.
 OT0900
 OT0900.The orthometric height was determined by differential leveling and
 OT0900.adjusted by the NATIONAL GEODETIC SURVEY
 OT0900.in June 1994.
 OT0900
 OT0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0900.GEOID18 height accuracy estimate available here.
 OT0900
 OT0900.Click photographs - Photos may exist for this station.
 OT0900
 OT0900.The dynamic height is computed by dividing the NAVD 88
 OT0900.geopotential number by the normal gravity value computed on the
 OT0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0900.degrees latitude (g = 980.6199 gals.).
 OT0900
 OT0900.The modeled gravity was interpolated from observed gravity values.
 OT0900
 OT0900;                    North         East    Units  Estimated Accuracy
 OT0900;SPC SD S     -    89,340.      453,900.      MT  (+/- 180 meters Scaled)
 OT0900
 OT0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH335785(NAD 83)
 OT0900
 OT0900                          SUPERSEDED SURVEY CONTROL
 OT0900
 OT0900.No superseded survey control is available for this station.
 OT0900
 OT0900_MARKER: DB = BENCH MARK DISK
 OT0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0900_STAMPING: 18-128.00 1993
 OT0900_MARK LOGO: SDDT
 OT0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0900+STABILITY: SURFACE MOTION
 OT0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0900+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2013
 OT0900
 OT0900  HISTORY     - Date     Condition        Report By
 OT0900  HISTORY     - 1993     MONUMENTED       SDDT
 OT0900  HISTORY     - 19930919 GOOD             NGS
 OT0900  HISTORY     - 20130111 GOOD             INDIV
 OT0900
 OT0900                          STATION DESCRIPTION
 OT0900
 OT0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0900'33.8 KM (21.00 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0900'OF STATE HIGHWAY 73 IN MARTIN, 24.6 M (80.7 FT) WEST OF MILEPOST 128,
 OT0900'14.6 M (47.9 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT)
 OT0900'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 OT0900'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OT0900
 OT0900                          STATION RECOVERY (2013)
 OT0900
 OT0900'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0898 ***********************************************************************
 OT0898  CBN         -  This is a Cooperative Base Network Control Station.
 OT0898  DESIGNATION -  18 130.15
 OT0898  PID         -  OT0898
 OT0898  STATE/COUNTY-  SD/BENNETT
 OT0898  COUNTRY     -  US
 OT0898  USGS QUAD   -  BATESLAND (2017)
 OT0898
 OT0898                         *CURRENT SURVEY CONTROL
 OT0898  ______________________________________________________________________
 OT0898* NAD 83(2011) POSITION- 43 07 47.40846(N) 102 05 22.70151(W)   ADJUSTED
 OT0898* NAD 83(2011) ELLIP HT-  1023.207 (meters)        (06/27/12)   ADJUSTED
 OT0898* NAD 83(2011) EPOCH   -  2010.00
 OT0898* NAVD 88 ORTHO HEIGHT -  1042.126 (meters)     3419.04  (feet) ADJUSTED
 OT0898  ______________________________________________________________________
 OT0898  GEOID HEIGHT    -        -18.923 (meters)                     GEOID18
 OT0898  NAD 83(2011) X  -   -976,595.665 (meters)                     COMP
 OT0898  NAD 83(2011) Y  - -4,559,434.202 (meters)                     COMP
 OT0898  NAD 83(2011) Z  -  4,338,739.144 (meters)                     COMP
 OT0898  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 OT0898  DYNAMIC HEIGHT  -       1041.667 (meters)     3417.54  (feet) COMP
 OT0898  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 OT0898
 OT0898  VERT ORDER      -  FIRST     CLASS II
 OT0898
 OT0898  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0898  Standards:
 OT0898         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0898            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0898  -------------------------------------------------------------------
 OT0898  NETWORK    1.02   2.55           0.48   0.32   1.30     -0.09402092
 OT0898  -------------------------------------------------------------------
 OT0898  Click here for local accuracies and other accuracy information.
 OT0898
 OT0898.The horizontal coordinates were established by GPS observations
 OT0898.and adjusted by the National Geodetic Survey in June 2012.
 OT0898
 OT0898.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0898.been affixed to the stable North American tectonic plate. See 
 OT0898.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0898
 OT0898.The horizontal coordinates are valid at the epoch date displayed above
 OT0898.which is a decimal equivalence of Year/Month/Day.
 OT0898
 OT0898.The orthometric height was determined by differential leveling and
 OT0898.adjusted by the NATIONAL GEODETIC SURVEY
 OT0898.in June 1994.
 OT0898
 OT0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0898.GEOID18 height accuracy estimate available here.
 OT0898
 OT0898.Click photographs - Photos may exist for this station.
 OT0898
 OT0898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0898
 OT0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0898
 OT0898.The ellipsoidal height was determined by GPS observations
 OT0898.and is referenced to NAD 83.
 OT0898
 OT0898.The dynamic height is computed by dividing the NAVD 88
 OT0898.geopotential number by the normal gravity value computed on the
 OT0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0898.degrees latitude (g = 980.6199 gals.).
 OT0898
 OT0898.The modeled gravity was interpolated from observed gravity values.
 OT0898
 OT0898. The following values were computed from the NAD 83(2011) position.
 OT0898
 OT0898;                    North         East     Units Scale Factor Converg.
 OT0898;SPC SD S     -    89,995.284   457,109.814   MT  0.99994300   -1 12 41.7
 OT0898;SPC SD S     -   295,259.53  1,499,701.11   sFT  0.99994300   -1 12 41.7
 OT0898;UTM  13      - 4,779,345.147   736,725.412   MT  1.00028943   +1 59 26.2
 OT0898
 OT0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0898!SPC SD S     -   0.99983957  x   0.99994300  =   0.99978257
 OT0898!UTM  13      -   0.99983957  x   1.00028943  =   1.00012895
 OT0898
 OT0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3672579345(NAD 83)
 OT0898
 OT0898                          SUPERSEDED SURVEY CONTROL
 OT0898
 OT0898  NAD 83(2007)-  43 07 47.40836(N)    102 05 22.70260(W) AD(2002.00) 0
 OT0898  ELLIP H (02/10/07) 1023.235  (m)                       GP(2002.00)    
 OT0898  ELLIP H (04/15/04) 1023.224  (m)                       GP(       ) 2 1
 OT0898  NAD 83(1996)-  43 07 47.40775(N)    102 05 22.70269(W) AD(       ) B
 OT0898  ELLIP H (04/18/97) 1023.267  (m)                       GP(       ) 4 1
 OT0898  NAVD 88            1042.13   (m)         3419.1    (f) LEVELING    3  
 OT0898
 OT0898.Superseded values are not recommended for survey control.
 OT0898
 OT0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0898.See file dsdata.pdf to determine how the superseded data were derived.
 OT0898
 OT0898_MARKER: Z = SEE DESCRIPTION
 OT0898_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0898_STAMPING: 18-130.15 1993
 OT0898_MARK LOGO: NGS
 OT0898_PROJECTION: FLUSH
 OT0898_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0898+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 OT0898_ROD/PIPE-DEPTH: 6.4 meters
 OT0898_SLEEVE-DEPTH  : 1.8 meters
 OT0898
 OT0898  HISTORY     - Date     Condition        Report By
 OT0898  HISTORY     - 1993     MONUMENTED       SDDT
 OT0898  HISTORY     - 19930919 GOOD             NGS
 OT0898  HISTORY     - 19960523 GOOD             NGS
 OT0898  HISTORY     - 20121127 GOOD             INDIV
 OT0898
 OT0898                          STATION DESCRIPTION
 OT0898
 OT0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0898'30.4 KM (18.90 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0898'OF STATE HIGHWAY 73 IN MARTIN, 1.0 KM (0.60 MI) EAST OF BATESLAND,
 OT0898'280.0 M (918.6 FT) EAST OF MILEPOST 130, 35.9 M (117.8 FT) WEST OF
 OT0898'THE EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTH, 24.5 M (80.4
 OT0898'FT) WEST OF A UTILITY POLE WITH 2 TRANSFORMERS AND LINES CROSSING THE
 OT0898'HIGHWAY, 15.9 M (52.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3
 OT0898'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OT0898'POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE
 OT0898'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 OT0898'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 OT0898'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OT0898'THEN THROUGH A 4-INCH PVC PIPE.
 OT0898
 OT0898                          STATION RECOVERY (1996)
 OT0898
 OT0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0898'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) NORTHWEST OF PINE
 OT0898'RIDGE, 18.0 MI (29.0 KM) SOUTHWEST OF MARTIN, AND 0.6 MI (1.0 KM) EAST
 OT0898'OF BATESLAND, ON U.S. HIGHWAY 18.  OWNERSHIP--THE STATE OF SOUTH
 OT0898'DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN BATESLAND, GO
 OT0898'EAST ON STATE HIGHWAY 18 FOR 0.6 MILES (1.0 KM) TO THE STATION ON THE
 OT0898'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 OT0898'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 OT0898'PIPE.  LOCATED 121.5 FT (37.0 M) WEST OF THE EXTENDED CENTER OF A
 OT0898'GRAVELED ROAD, 87.6 FT (26.7 M) WEST OF A UTILITY POLE WITH 2
 OT0898'TRANSFORMERS AND WITH LINES CROSSING THE HIGHWAY, 50.2 FT (15.3 M)
 OT0898'SOUTH OF THE HIGHWAY CENTERLINE, 3.3 FT (1.0 M) ABOVE THE LEVEL OF THE
 OT0898'HIGHWAY, 1.2 M (3.9 FT) SOUTH OF A METAL GUARD POST, 1.2 FT (0.4 M)
 OT0898'NORTH OF A WITNESS POST, AND 0.02 M (0.07 FT) BELOW THE GROUND
 OT0898'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OT0898'AND THEN A 4-INCH PVC CAP.
 OT0898
 OT0898                          STATION RECOVERY (2012)
 OT0898
 OT0898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0897 ***********************************************************************
 OT0897  DESIGNATION -  18 131.15
 OT0897  PID         -  OT0897
 OT0897  STATE/COUNTY-  SD/BENNETT
 OT0897  COUNTRY     -  US
 OT0897  USGS QUAD   -  BATESLAND (2017)
 OT0897
 OT0897                         *CURRENT SURVEY CONTROL
 OT0897  ______________________________________________________________________
 OT0897* NAD 83(1986) POSITION- 43 07 54.     (N) 102 04 10.     (W)   SCALED
 OT0897* NAVD 88 ORTHO HEIGHT -  1044.241 (meters)     3425.98  (feet) ADJUSTED
 OT0897  ______________________________________________________________________
 OT0897  GEOID HEIGHT    -        -18.961 (meters)                     GEOID18
 OT0897  DYNAMIC HEIGHT  -       1043.783 (meters)     3424.48  (feet) COMP
 OT0897  MODELED GRAVITY -    980,145.3   (mgal)                       NAVD 88
 OT0897
 OT0897  VERT ORDER      -  FIRST     CLASS II
 OT0897
 OT0897.The horizontal coordinates were scaled from a map and have
 OT0897.an estimated accuracy of +/- 6 seconds.
 OT0897
 OT0897.The orthometric height was determined by differential leveling and
 OT0897.adjusted by the NATIONAL GEODETIC SURVEY
 OT0897.in June 1994.
 OT0897
 OT0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0897.GEOID18 height accuracy estimate available here.
 OT0897
 OT0897.Click photographs - Photos may exist for this station.
 OT0897
 OT0897.The dynamic height is computed by dividing the NAVD 88
 OT0897.geopotential number by the normal gravity value computed on the
 OT0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0897.degrees latitude (g = 980.6199 gals.).
 OT0897
 OT0897.The modeled gravity was interpolated from observed gravity values.
 OT0897
 OT0897;                    North         East    Units  Estimated Accuracy
 OT0897;SPC SD S     -    90,160.      458,760.      MT  (+/- 180 meters Scaled)
 OT0897
 OT0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH383796(NAD 83)
 OT0897
 OT0897                          SUPERSEDED SURVEY CONTROL
 OT0897
 OT0897.No superseded survey control is available for this station.
 OT0897
 OT0897_MARKER: DB = BENCH MARK DISK
 OT0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0897_STAMPING: 18-131.15 1993
 OT0897_MARK LOGO: SDDT
 OT0897_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0897+STABILITY: SURFACE MOTION
 OT0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0897+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 OT0897
 OT0897  HISTORY     - Date     Condition        Report By
 OT0897  HISTORY     - 1993     MONUMENTED       SDDT
 OT0897  HISTORY     - 19930929 GOOD             NGS
 OT0897  HISTORY     - 20121127 GOOD             INDIV
 OT0897
 OT0897                          STATION DESCRIPTION
 OT0897
 OT0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0897'28.7 KM (17.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0897'OF STATE HIGHWAY 73 IN MARTIN, 2.6 KM (1.60 MI) EAST OF BATESLAND,
 OT0897'303.0 M (994.1 FT) EAST OF MILEPOST 131, 20.5 M (67.3 FT) WEST OF THE
 OT0897'CENTER OF A GRAVELED ROAD LEADING SOUTH, 18.2 M (59.7 FT) SOUTH OF
 OT0897'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 OT0897'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 OT0897'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0897
 OT0897                          STATION RECOVERY (2012)
 OT0897
 OT0897'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0896 ***********************************************************************
 OT0896  DESIGNATION -  18 132.20
 OT0896  PID         -  OT0896
 OT0896  STATE/COUNTY-  SD/BENNETT
 OT0896  COUNTRY     -  US
 OT0896  USGS QUAD   -  BATESLAND (2017)
 OT0896
 OT0896                         *CURRENT SURVEY CONTROL
 OT0896  ______________________________________________________________________
 OT0896* NAD 83(1986) POSITION- 43 08 16.     (N) 102 03 00.     (W)   SCALED
 OT0896* NAVD 88 ORTHO HEIGHT -  1034.106 (meters)     3392.73  (feet) ADJUSTED
 OT0896  ______________________________________________________________________
 OT0896  GEOID HEIGHT    -        -19.005 (meters)                     GEOID18
 OT0896  DYNAMIC HEIGHT  -       1033.654 (meters)     3391.25  (feet) COMP
 OT0896  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 OT0896
 OT0896  VERT ORDER      -  FIRST     CLASS II
 OT0896
 OT0896.The horizontal coordinates were scaled from a map and have
 OT0896.an estimated accuracy of +/- 6 seconds.
 OT0896
 OT0896.The orthometric height was determined by differential leveling and
 OT0896.adjusted by the NATIONAL GEODETIC SURVEY
 OT0896.in June 1994.
 OT0896
 OT0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0896.GEOID18 height accuracy estimate available here.
 OT0896
 OT0896.Click photographs - Photos may exist for this station.
 OT0896
 OT0896.The dynamic height is computed by dividing the NAVD 88
 OT0896.geopotential number by the normal gravity value computed on the
 OT0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0896.degrees latitude (g = 980.6199 gals.).
 OT0896
 OT0896.The modeled gravity was interpolated from observed gravity values.
 OT0896
 OT0896;                    North         East    Units  Estimated Accuracy
 OT0896;SPC SD S     -    90,810.      460,350.      MT  (+/- 180 meters Scaled)
 OT0896
 OT0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH399803(NAD 83)
 OT0896
 OT0896                          SUPERSEDED SURVEY CONTROL
 OT0896
 OT0896.No superseded survey control is available for this station.
 OT0896
 OT0896_MARKER: DB = BENCH MARK DISK
 OT0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0896_STAMPING: 18-132.20 1993
 OT0896_MARK LOGO: SDDT
 OT0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0896+STABILITY: SURFACE MOTION
 OT0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0896+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 OT0896
 OT0896  HISTORY     - Date     Condition        Report By
 OT0896  HISTORY     - 1993     MONUMENTED       SDDT
 OT0896  HISTORY     - 19930929 GOOD             NGS
 OT0896  HISTORY     - 20121127 GOOD             INDIV
 OT0896
 OT0896                          STATION DESCRIPTION
 OT0896
 OT0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0896'26.9 KM (16.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0896'OF STATE HIGHWAY 73 IN MARTIN, 450.0 M (1476.4 FT) NORTHEAST OF
 OT0896'MILEPOST 132, 22.9 M (75.1 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD
 OT0896'LEADING SOUTH, 21.6 M (70.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 OT0896'17.8 M (58.4 FT) NORTHEAST OF A FENCE CORNER, 0.5 M (1.6 FT) ABOVE
 OT0896'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST
 OT0896'AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OT0896'GROUND SURFACE.
 OT0896
 OT0896                          STATION RECOVERY (2012)
 OT0896
 OT0896'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0894 ***********************************************************************
 OT0894  DESIGNATION -  18 134.40
 OT0894  PID         -  OT0894
 OT0894  STATE/COUNTY-  SD/BENNETT
 OT0894  COUNTRY     -  US
 OT0894  USGS QUAD   -  BATESLAND (2017)
 OT0894
 OT0894                         *CURRENT SURVEY CONTROL
 OT0894  ______________________________________________________________________
 OT0894* NAD 83(1986) POSITION- 43 08 57.     (N) 102 00 38.     (W)   SCALED
 OT0894* NAVD 88 ORTHO HEIGHT -  1018.191 (meters)     3340.52  (feet) ADJUSTED
 OT0894  ______________________________________________________________________
 OT0894  GEOID HEIGHT    -        -19.096 (meters)                     GEOID18
 OT0894  DYNAMIC HEIGHT  -       1017.749 (meters)     3339.06  (feet) COMP
 OT0894  MODELED GRAVITY -    980,151.3   (mgal)                       NAVD 88
 OT0894
 OT0894  VERT ORDER      -  FIRST     CLASS II
 OT0894
 OT0894.The horizontal coordinates were scaled from a map and have
 OT0894.an estimated accuracy of +/- 6 seconds.
 OT0894
 OT0894.The orthometric height was determined by differential leveling and
 OT0894.adjusted by the NATIONAL GEODETIC SURVEY
 OT0894.in June 1994.
 OT0894
 OT0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0894.GEOID18 height accuracy estimate available here.
 OT0894
 OT0894.Click photographs - Photos may exist for this station.
 OT0894
 OT0894.The dynamic height is computed by dividing the NAVD 88
 OT0894.geopotential number by the normal gravity value computed on the
 OT0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0894.degrees latitude (g = 980.6199 gals.).
 OT0894
 OT0894.The modeled gravity was interpolated from observed gravity values.
 OT0894
 OT0894;                    North         East    Units  Estimated Accuracy
 OT0894;SPC SD S     -    92,010.      463,590.      MT  (+/- 180 meters Scaled)
 OT0894
 OT0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH430817(NAD 83)
 OT0894
 OT0894                          SUPERSEDED SURVEY CONTROL
 OT0894
 OT0894.No superseded survey control is available for this station.
 OT0894
 OT0894_MARKER: Z = SEE DESCRIPTION
 OT0894_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OT0894_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OT0894_STAMPING: 18-134.40 1993
 OT0894_MARK LOGO: NGS
 OT0894_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0894_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0894+STABILITY: POSITION/ELEVATION WELL
 OT0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0894+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 OT0894_ROD/PIPE-DEPTH: 6.4 meters
 OT0894_SLEEVE-DEPTH  : 3.0 meters
 OT0894
 OT0894  HISTORY     - Date     Condition        Report By
 OT0894  HISTORY     - 1993     MONUMENTED       SDDT
 OT0894  HISTORY     - 19930919 GOOD             NGS
 OT0894  HISTORY     - 20121130 GOOD             INDIV
 OT0894
 OT0894                          STATION DESCRIPTION
 OT0894
 OT0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0894'23.5 KM (14.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0894'OF STATE HIGHWAY 73 IN MARTIN, 826.0 M (2710.0 FT) SOUTHWEST OF
 OT0894'MILEPOST 135, 692.0 M (2270.3 FT) NORTHEAST OF MILEPOST 134, 26.4 M
 OT0894'(86.6 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 16.3
 OT0894'M (53.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT)
 OT0894'SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OT0894'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 OT0894'NORTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OT0894'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OT0894'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OT0894'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OT0894'PVC PIPE.
 OT0894
 OT0894                          STATION RECOVERY (2012)
 OT0894
 OT0894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1068 ***********************************************************************
 OS1068  DESIGNATION -  18 135.60
 OS1068  PID         -  OS1068
 OS1068  STATE/COUNTY-  SD/BENNETT
 OS1068  COUNTRY     -  US
 OS1068  USGS QUAD   -  SWETT (2017)
 OS1068
 OS1068                         *CURRENT SURVEY CONTROL
 OS1068  ______________________________________________________________________
 OS1068* NAD 83(1986) POSITION- 43 09 30.     (N) 101 59 27.     (W)   SCALED
 OS1068* NAVD 88 ORTHO HEIGHT -  1017.605 (meters)     3338.59  (feet) ADJUSTED
 OS1068  ______________________________________________________________________
 OS1068  GEOID HEIGHT    -        -19.145 (meters)                     GEOID18
 OS1068  DYNAMIC HEIGHT  -       1017.164 (meters)     3337.15  (feet) COMP
 OS1068  MODELED GRAVITY -    980,152.5   (mgal)                       NAVD 88
 OS1068
 OS1068  VERT ORDER      -  FIRST     CLASS II
 OS1068
 OS1068.The horizontal coordinates were scaled from a map and have
 OS1068.an estimated accuracy of +/- 6 seconds.
 OS1068
 OS1068.The orthometric height was determined by differential leveling and
 OS1068.adjusted by the NATIONAL GEODETIC SURVEY
 OS1068.in June 1994.
 OS1068
 OS1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1068.GEOID18 height accuracy estimate available here.
 OS1068
 OS1068.Click photographs - Photos may exist for this station.
 OS1068
 OS1068.The dynamic height is computed by dividing the NAVD 88
 OS1068.geopotential number by the normal gravity value computed on the
 OS1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1068.degrees latitude (g = 980.6199 gals.).
 OS1068
 OS1068.The modeled gravity was interpolated from observed gravity values.
 OS1068
 OS1068;                    North         East    Units  Estimated Accuracy
 OS1068;SPC SD S     -    93,000.      465,210.      MT  (+/- 180 meters Scaled)
 OS1068
 OS1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN568827(NAD 83)
 OS1068
 OS1068                          SUPERSEDED SURVEY CONTROL
 OS1068
 OS1068.No superseded survey control is available for this station.
 OS1068
 OS1068_MARKER: DB = BENCH MARK DISK
 OS1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1068_STAMPING: 18-135.60 1993
 OS1068_MARK LOGO: SDDT
 OS1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1068+STABILITY: SURFACE MOTION
 OS1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1068+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 OS1068
 OS1068  HISTORY     - Date     Condition        Report By
 OS1068  HISTORY     - 1993     MONUMENTED       SDDT
 OS1068  HISTORY     - 19930929 GOOD             NGS
 OS1068  HISTORY     - 20121130 GOOD             INDIV
 OS1068
 OS1068                          STATION DESCRIPTION
 OS1068
 OS1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1068'21.6 KM (13.40 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1068'OF STATE HIGHWAY 73 IN MARTIN, 2.7 KM (1.65 MI) WEST OF THE SMALL
 OS1068'COMMUNITY OF SWEET, 583.0 M (1912.7 FT) SOUTHWEST OF MILEPOST 136,
 OS1068'19.5 M (64.0 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING
 OS1068'NORTH, 16.4 M (53.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M
 OS1068'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF
 OS1068'A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1068'GROUND SURFACE.
 OS1068
 OS1068                          STATION RECOVERY (2012)
 OS1068
 OS1068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1067 ***********************************************************************
 OS1067  DESIGNATION -  18 136.80
 OS1067  PID         -  OS1067
 OS1067  STATE/COUNTY-  SD/BENNETT
 OS1067  COUNTRY     -  US
 OS1067  USGS QUAD   -  SWETT (2017)
 OS1067
 OS1067                         *CURRENT SURVEY CONTROL
 OS1067  ______________________________________________________________________
 OS1067* NAD 83(1986) POSITION- 43 10 02.     (N) 101 58 12.     (W)   SCALED
 OS1067* NAVD 88 ORTHO HEIGHT -  1030.249 (meters)     3380.08  (feet) ADJUSTED
 OS1067  ______________________________________________________________________
 OS1067  GEOID HEIGHT    -        -19.195 (meters)                     GEOID18
 OS1067  DYNAMIC HEIGHT  -       1029.804 (meters)     3378.62  (feet) COMP
 OS1067  MODELED GRAVITY -    980,153.2   (mgal)                       NAVD 88
 OS1067
 OS1067  VERT ORDER      -  FIRST     CLASS II
 OS1067
 OS1067.The horizontal coordinates were scaled from a map and have
 OS1067.an estimated accuracy of +/- 6 seconds.
 OS1067
 OS1067.The orthometric height was determined by differential leveling and
 OS1067.adjusted by the NATIONAL GEODETIC SURVEY
 OS1067.in June 1994.
 OS1067
 OS1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1067.GEOID18 height accuracy estimate available here.
 OS1067
 OS1067.Click photographs - Photos may exist for this station.
 OS1067
 OS1067.The dynamic height is computed by dividing the NAVD 88
 OS1067.geopotential number by the normal gravity value computed on the
 OS1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1067.degrees latitude (g = 980.6199 gals.).
 OS1067
 OS1067.The modeled gravity was interpolated from observed gravity values.
 OS1067
 OS1067;                    North         East    Units  Estimated Accuracy
 OS1067;SPC SD S     -    93,950.      466,920.      MT  (+/- 180 meters Scaled)
 OS1067
 OS1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN585836(NAD 83)
 OS1067
 OS1067                          SUPERSEDED SURVEY CONTROL
 OS1067
 OS1067.No superseded survey control is available for this station.
 OS1067
 OS1067_MARKER: DB = BENCH MARK DISK
 OS1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1067_STAMPING: 18-136.80 1993
 OS1067_MARK LOGO: SDDT
 OS1067_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1067+STABILITY: SURFACE MOTION
 OS1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1067+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 OS1067
 OS1067  HISTORY     - Date     Condition        Report By
 OS1067  HISTORY     - 1993     MONUMENTED       SDDT
 OS1067  HISTORY     - 19930929 GOOD             NGS
 OS1067  HISTORY     - 20121130 GOOD             INDIV
 OS1067
 OS1067                          STATION DESCRIPTION
 OS1067
 OS1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1067'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1067'OF STATE HIGHWAY 73 IN MARTIN, 1.7 KM (1.05 MI) WEST OF THE SMALL
 OS1067'COMMUNITY OF SWEET, 322.0 M (1056.4 FT) NORTHEAST OF MILEPOST 136,
 OS1067'30.8 M (101.0 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD LEADING
 OS1067'SOUTH, 25.8 M (84.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M
 OS1067'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF
 OS1067'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OS1067'GROUND SURFACE.
 OS1067
 OS1067                          STATION RECOVERY (2012)
 OS1067
 OS1067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1065 ***********************************************************************
 OS1065  DESIGNATION -  18 138.95
 OS1065  PID         -  OS1065
 OS1065  STATE/COUNTY-  SD/BENNETT
 OS1065  COUNTRY     -  US
 OS1065  USGS QUAD   -  SWETT (2017)
 OS1065
 OS1065                         *CURRENT SURVEY CONTROL
 OS1065  ______________________________________________________________________
 OS1065* NAD 83(1986) POSITION- 43 10 22.     (N) 101 55 50.     (W)   SCALED
 OS1065* NAVD 88 ORTHO HEIGHT -  1012.107 (meters)     3320.55  (feet) ADJUSTED
 OS1065  ______________________________________________________________________
 OS1065  GEOID HEIGHT    -        -19.279 (meters)                     GEOID18
 OS1065  DYNAMIC HEIGHT  -       1011.671 (meters)     3319.12  (feet) COMP
 OS1065  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 OS1065
 OS1065  VERT ORDER      -  FIRST     CLASS II
 OS1065
 OS1065.The horizontal coordinates were scaled from a map and have
 OS1065.an estimated accuracy of +/- 6 seconds.
 OS1065
 OS1065.The orthometric height was determined by differential leveling and
 OS1065.adjusted by the NATIONAL GEODETIC SURVEY
 OS1065.in June 1994.
 OS1065
 OS1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1065.GEOID18 height accuracy estimate available here.
 OS1065
 OS1065.Click photographs - Photos may exist for this station.
 OS1065
 OS1065.The dynamic height is computed by dividing the NAVD 88
 OS1065.geopotential number by the normal gravity value computed on the
 OS1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1065.degrees latitude (g = 980.6199 gals.).
 OS1065
 OS1065.The modeled gravity was interpolated from observed gravity values.
 OS1065
 OS1065;                    North         East    Units  Estimated Accuracy
 OS1065;SPC SD S     -    94,500.      470,140.      MT  (+/- 180 meters Scaled)
 OS1065
 OS1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN617841(NAD 83)
 OS1065
 OS1065                          SUPERSEDED SURVEY CONTROL
 OS1065
 OS1065.No superseded survey control is available for this station.
 OS1065
 OS1065_MARKER: Z = SEE DESCRIPTION
 OS1065_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS1065_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS1065_STAMPING: 18-138.95 1993
 OS1065_MARK LOGO: NGS
 OS1065_PROJECTION: PROJECTING 10 CENTIMETERS
 OS1065_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS1065+STABILITY: POSITION/ELEVATION WELL
 OS1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1065+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 OS1065_ROD/PIPE-DEPTH: 6.4 meters
 OS1065_SLEEVE-DEPTH  : 3.0 meters
 OS1065
 OS1065  HISTORY     - Date     Condition        Report By
 OS1065  HISTORY     - 1993     MONUMENTED       SDDT
 OS1065  HISTORY     - 19930919 GOOD             NGS
 OS1065  HISTORY     - 20121130 GOOD             INDIV
 OS1065
 OS1065                          STATION DESCRIPTION
 OS1065
 OS1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1065'16.3 KM (10.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1065'OF STATE HIGHWAY 73 IN MARTIN, 1.45 KM (0.90 MI) EAST OF MILEPOST
 OS1065'138, 163.0 M (534.8 FT) WEST OF MILEPOST 139, 25.1 M (82.3 FT) NORTH
 OS1065'OF THE HIGHWAY CENTERLINE, 18.9 M (62.0 FT) WEST OF THE CENTER OF A
 OS1065'TRACK ROAD LEADING NORTH, 10.7 M (35.1 FT) WEST OF A FENCE CORNER,
 OS1065'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.2 M (0.7 FT)
 OS1065'NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 OS1065'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 OS1065'INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM
 OS1065'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 OS1065'PIPE.
 OS1065
 OS1065                          STATION RECOVERY (2012)
 OS1065
 OS1065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1069 ***********************************************************************
 OS1069  DESIGNATION -  18 141.40
 OS1069  PID         -  OS1069
 OS1069  STATE/COUNTY-  SD/BENNETT
 OS1069  COUNTRY     -  US
 OS1069  USGS QUAD   -  SWETT (2017)
 OS1069
 OS1069                         *CURRENT SURVEY CONTROL
 OS1069  ______________________________________________________________________
 OS1069* NAD 83(1986) POSITION- 43 10 23.     (N) 101 52 52.     (W)   SCALED
 OS1069* NAVD 88 ORTHO HEIGHT -  1014.905 (meters)     3329.73  (feet) ADJUSTED
 OS1069  ______________________________________________________________________
 OS1069  GEOID HEIGHT    -        -19.375 (meters)                     GEOID18
 OS1069  DYNAMIC HEIGHT  -       1014.469 (meters)     3328.30  (feet) COMP
 OS1069  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 OS1069
 OS1069  VERT ORDER      -  FIRST     CLASS II
 OS1069
 OS1069.The horizontal coordinates were scaled from a map and have
 OS1069.an estimated accuracy of +/- 6 seconds.
 OS1069
 OS1069.The orthometric height was determined by differential leveling and
 OS1069.adjusted by the NATIONAL GEODETIC SURVEY
 OS1069.in June 1994.
 OS1069
 OS1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1069.GEOID18 height accuracy estimate available here.
 OS1069
 OS1069.Click photographs - Photos may exist for this station.
 OS1069
 OS1069.The dynamic height is computed by dividing the NAVD 88
 OS1069.geopotential number by the normal gravity value computed on the
 OS1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1069.degrees latitude (g = 980.6199 gals.).
 OS1069
 OS1069.The modeled gravity was interpolated from observed gravity values.
 OS1069
 OS1069;                    North         East    Units  Estimated Accuracy
 OS1069;SPC SD S     -    94,460.      474,160.      MT  (+/- 180 meters Scaled)
 OS1069
 OS1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN658840(NAD 83)
 OS1069
 OS1069                          SUPERSEDED SURVEY CONTROL
 OS1069
 OS1069.No superseded survey control is available for this station.
 OS1069
 OS1069_MARKER: DB = BENCH MARK DISK
 OS1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1069_STAMPING: 18-141.40 1993
 OS1069_MARK LOGO: SDDT
 OS1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1069+STABILITY: SURFACE MOTION
 OS1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1069+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1069
 OS1069  HISTORY     - Date     Condition        Report By
 OS1069  HISTORY     - 1993     MONUMENTED       SDDT
 OS1069  HISTORY     - 19930929 GOOD             NGS
 OS1069  HISTORY     - 20121203 GOOD             INDIV
 OS1069
 OS1069                          STATION DESCRIPTION
 OS1069
 OS1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1069'12.3 KM (7.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1069'OF STATE HIGHWAY 73 IN MARTIN, 643.0 M (2109.6 FT) EAST OF MILEPOST
 OS1069'141, 24.0 M (78.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT)
 OS1069'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OS1069'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OS1069'SURFACE.
 OS1069
 OS1069                          STATION RECOVERY (2012)
 OS1069
 OS1069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1062 ***********************************************************************
 OS1062  DESIGNATION -  18 142.40
 OS1062  PID         -  OS1062
 OS1062  STATE/COUNTY-  SD/BENNETT
 OS1062  COUNTRY     -  US
 OS1062  USGS QUAD   -  SWETT NE (2017)
 OS1062
 OS1062                         *CURRENT SURVEY CONTROL
 OS1062  ______________________________________________________________________
 OS1062* NAD 83(1986) POSITION- 43 10 22.     (N) 101 51 43.     (W)   SCALED
 OS1062* NAVD 88 ORTHO HEIGHT -  1013.638 (meters)     3325.58  (feet) ADJUSTED
 OS1062  ______________________________________________________________________
 OS1062  GEOID HEIGHT    -        -19.414 (meters)                     GEOID18
 OS1062  DYNAMIC HEIGHT  -       1013.203 (meters)     3324.15  (feet) COMP
 OS1062  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 OS1062
 OS1062  VERT ORDER      -  FIRST     CLASS II
 OS1062
 OS1062.The horizontal coordinates were scaled from a map and have
 OS1062.an estimated accuracy of +/- 6 seconds.
 OS1062
 OS1062.The orthometric height was determined by differential leveling and
 OS1062.adjusted by the NATIONAL GEODETIC SURVEY
 OS1062.in June 1994.
 OS1062
 OS1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1062.GEOID18 height accuracy estimate available here.
 OS1062
 OS1062.Click photographs - Photos may exist for this station.
 OS1062
 OS1062.The dynamic height is computed by dividing the NAVD 88
 OS1062.geopotential number by the normal gravity value computed on the
 OS1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1062.degrees latitude (g = 980.6199 gals.).
 OS1062
 OS1062.The modeled gravity was interpolated from observed gravity values.
 OS1062
 OS1062;                    North         East    Units  Estimated Accuracy
 OS1062;SPC SD S     -    94,400.      475,720.      MT  (+/- 180 meters Scaled)
 OS1062
 OS1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN673839(NAD 83)
 OS1062
 OS1062                          SUPERSEDED SURVEY CONTROL
 OS1062
 OS1062.No superseded survey control is available for this station.
 OS1062
 OS1062_MARKER: DB = BENCH MARK DISK
 OS1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1062_STAMPING: 18-142.40 1993
 OS1062_MARK LOGO: SDDT
 OS1062_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1062+STABILITY: SURFACE MOTION
 OS1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1062+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1062
 OS1062  HISTORY     - Date     Condition        Report By
 OS1062  HISTORY     - 1993     MONUMENTED       SDDT
 OS1062  HISTORY     - 19930929 GOOD             NGS
 OS1062  HISTORY     - 20121203 GOOD             INDIV
 OS1062
 OS1062                          STATION DESCRIPTION
 OS1062
 OS1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1062'10.7 KM (6.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1062'OF STATE HIGHWAY 73 IN MARTIN, 638.0 M (2093.2 FT) EAST OF MILEPOST
 OS1062'142, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.0 M (13.1
 OS1062'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 OS1062'RIGHT-OF-WAY POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE
 OS1062'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS1062
 OS1062                          STATION RECOVERY (2012)
 OS1062
 OS1062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1060 ***********************************************************************
 OS1060  DESIGNATION -  18 143.40
 OS1060  PID         -  OS1060
 OS1060  STATE/COUNTY-  SD/BENNETT
 OS1060  COUNTRY     -  US
 OS1060  USGS QUAD   -  SWETT NE (2017)
 OS1060
 OS1060                         *CURRENT SURVEY CONTROL
 OS1060  ______________________________________________________________________
 OS1060* NAD 83(1986) POSITION- 43 10 22.     (N) 101 50 24.     (W)   SCALED
 OS1060* NAVD 88 ORTHO HEIGHT -  1005.436 (meters)     3298.67  (feet) ADJUSTED
 OS1060  ______________________________________________________________________
 OS1060  GEOID HEIGHT    -        -19.461 (meters)                     GEOID18
 OS1060  DYNAMIC HEIGHT  -       1005.006 (meters)     3297.26  (feet) COMP
 OS1060  MODELED GRAVITY -    980,158.3   (mgal)                       NAVD 88
 OS1060
 OS1060  VERT ORDER      -  FIRST     CLASS II
 OS1060
 OS1060.The horizontal coordinates were scaled from a map and have
 OS1060.an estimated accuracy of +/- 6 seconds.
 OS1060
 OS1060.The orthometric height was determined by differential leveling and
 OS1060.adjusted by the NATIONAL GEODETIC SURVEY
 OS1060.in June 1994.
 OS1060
 OS1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1060.GEOID18 height accuracy estimate available here.
 OS1060
 OS1060.Click photographs - Photos may exist for this station.
 OS1060
 OS1060.The dynamic height is computed by dividing the NAVD 88
 OS1060.geopotential number by the normal gravity value computed on the
 OS1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1060.degrees latitude (g = 980.6199 gals.).
 OS1060
 OS1060.The modeled gravity was interpolated from observed gravity values.
 OS1060
 OS1060;                    North         East    Units  Estimated Accuracy
 OS1060;SPC SD S     -    94,370.      477,500.      MT  (+/- 180 meters Scaled)
 OS1060
 OS1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN691839(NAD 83)
 OS1060
 OS1060                          SUPERSEDED SURVEY CONTROL
 OS1060
 OS1060.No superseded survey control is available for this station.
 OS1060
 OS1060_MARKER: DB = BENCH MARK DISK
 OS1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1060_STAMPING: 18-143.40 1993
 OS1060_MARK LOGO: SDDT
 OS1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1060+STABILITY: SURFACE MOTION
 OS1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1060+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1060
 OS1060  HISTORY     - Date     Condition        Report By
 OS1060  HISTORY     - 1993     MONUMENTED       SDDT
 OS1060  HISTORY     - 19930929 GOOD             NGS
 OS1060  HISTORY     - 20121203 GOOD             INDIV
 OS1060
 OS1060                          STATION DESCRIPTION
 OS1060
 OS1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1060'8.9 KM (5.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1060'STATE HIGHWAY 73 IN MARTIN, 648.0 M (2126.0 FT) EAST OF MILEPOST 143,
 OS1060'22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.4 M (60.4 FT)
 OS1060'SOUTH OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS1060'HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 OS1060'FLUSH WITH THE GROUND SURFACE.
 OS1060
 OS1060                          STATION RECOVERY (2012)
 OS1060
 OS1060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0948 ***********************************************************************
 OS0948  FBN         -  This is a Federal Base Network Control Station.
 OS0948  DESIGNATION -  18 143.90
 OS0948  PID         -  OS0948
 OS0948  STATE/COUNTY-  SD/BENNETT
 OS0948  COUNTRY     -  US
 OS0948  USGS QUAD   -  SWETT NE (2017)
 OS0948
 OS0948                         *CURRENT SURVEY CONTROL
 OS0948  ______________________________________________________________________
 OS0948* NAD 83(2011) POSITION- 43 10 20.16339(N) 101 49 53.76927(W)   ADJUSTED
 OS0948* NAD 83(2011) ELLIP HT-   977.924 (meters)        (06/27/12)   ADJUSTED
 OS0948* NAD 83(2011) EPOCH   -  2010.00
 OS0948* NAVD 88 ORTHO HEIGHT -   997.405 (meters)     3272.32  (feet) ADJUSTED
 OS0948  ______________________________________________________________________
 OS0948  GEOID HEIGHT    -        -19.479 (meters)                     GEOID18
 OS0948  NAD 83(2011) X  -   -955,384.088 (meters)                     COMP
 OS0948  NAD 83(2011) Y  - -4,560,597.782 (meters)                     COMP
 OS0948  NAD 83(2011) Z  -  4,342,147.831 (meters)                     COMP
 OS0948  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 OS0948  DYNAMIC HEIGHT  -        996.979 (meters)     3270.92  (feet) COMP
 OS0948  MODELED GRAVITY -    980,158.8   (mgal)                       NAVD 88
 OS0948
 OS0948  VERT ORDER      -  FIRST     CLASS II
 OS0948
 OS0948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0948  Standards:
 OS0948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0948  -------------------------------------------------------------------
 OS0948  NETWORK    0.56   1.14           0.26   0.19   0.58     -0.06999141
 OS0948  -------------------------------------------------------------------
 OS0948  Click here for local accuracies and other accuracy information.
 OS0948
 OS0948.The horizontal coordinates were established by GPS observations
 OS0948.and adjusted by the National Geodetic Survey in June 2012.
 OS0948
 OS0948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0948.been affixed to the stable North American tectonic plate. See 
 OS0948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0948
 OS0948.The horizontal coordinates are valid at the epoch date displayed above
 OS0948.which is a decimal equivalence of Year/Month/Day.
 OS0948
 OS0948.The orthometric height was determined by differential leveling and
 OS0948.adjusted by the NATIONAL GEODETIC SURVEY
 OS0948.in June 1994.
 OS0948
 OS0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0948.GEOID18 height accuracy estimate available here.
 OS0948
 OS0948.Click photographs - Photos may exist for this station.
 OS0948
 OS0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0948
 OS0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0948
 OS0948.The ellipsoidal height was determined by GPS observations
 OS0948.and is referenced to NAD 83.
 OS0948
 OS0948.The dynamic height is computed by dividing the NAVD 88
 OS0948.geopotential number by the normal gravity value computed on the
 OS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0948.degrees latitude (g = 980.6199 gals.).
 OS0948
 OS0948.The modeled gravity was interpolated from observed gravity values.
 OS0948
 OS0948. The following values were computed from the NAD 83(2011) position.
 OS0948
 OS0948;                    North         East     Units Scale Factor Converg.
 OS0948;SPC SD S     -    94,296.912   478,185.816   MT  0.99993700   -1 02 00.9
 OS0948;SPC SD S     -   309,372.45  1,568,847.96   sFT  0.99993700   -1 02 00.9
 OS0948;UTM  14      - 4,783,837.996   269,840.447   MT  1.00025170   -1 56 17.6
 OS0948
 OS0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0948!SPC SD S     -   0.99984667  x   0.99993700  =   0.99978367
 OS0948!UTM  14      -   0.99984667  x   1.00025170  =   1.00009833
 OS0948
 OS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6984083837(NAD 83)
 OS0948
 OS0948                          SUPERSEDED SURVEY CONTROL
 OS0948
 OS0948  NAD 83(2007)-  43 10 20.16327(N)    101 49 53.77034(W) AD(2002.00) 0
 OS0948  ELLIP H (02/10/07)  977.953  (m)                       GP(2002.00)    
 OS0948  NAD 83(1995)-  43 10 20.16274(N)    101 49 53.77022(W) AD(       ) A
 OS0948  ELLIP H (06/23/03)  977.946  (m)                       GP(       ) 3 1
 OS0948  NAVD 88             997.41   (m)         3272.3    (f) LEVELING    3  
 OS0948
 OS0948.Superseded values are not recommended for survey control.
 OS0948
 OS0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0948.See file dsdata.pdf to determine how the superseded data were derived.
 OS0948
 OS0948_MARKER: Z = SEE DESCRIPTION
 OS0948_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0948_STAMPING: 18-143.90 1993
 OS0948_MARK LOGO: NGS
 OS0948_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0948_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0948+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS0948_ROD/PIPE-DEPTH: 6.40 meters
 OS0948_SLEEVE-DEPTH  : 3.00 meters
 OS0948
 OS0948  HISTORY     - Date     Condition        Report By
 OS0948  HISTORY     - 1993     MONUMENTED       SDDT
 OS0948  HISTORY     - 19930919 GOOD             NGS
 OS0948  HISTORY     - 20020516 GOOD             SDDT
 OS0948  HISTORY     - 20121203 GOOD             INDIV
 OS0948
 OS0948                          STATION DESCRIPTION
 OS0948
 OS0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0948'8.9 KM (5.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0948'STATE HIGHWAY 73 IN MARTIN, 100.0 M (328.1 FT) WEST OF MILEPOST 144,
 OS0948'22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.2 M (56.4 FT)
 OS0948'WEST OF THE CENTER OF A DIRT ROAD, 5.1 M (16.7 FT) WEST OF A FENCE
 OS0948'CORNER AND RIGHT-OF-WAY POST, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE
 OS0948'HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 OS0948'WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.
 OS0948'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OS0948'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OS0948'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0948'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS0948
 OS0948                          STATION RECOVERY (2002)
 OS0948
 OS0948'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OS0948'RECOVERED AS DESCRIBED
 OS0948'
 OS0948
 OS0948                          STATION RECOVERY (2012)
 OS0948
 OS0948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1059 ***********************************************************************
 OS1059  DESIGNATION -  18 144.40
 OS1059  PID         -  OS1059
 OS1059  STATE/COUNTY-  SD/BENNETT
 OS1059  COUNTRY     -  US
 OS1059  USGS QUAD   -  SWETT NE (2017)
 OS1059
 OS1059                         *CURRENT SURVEY CONTROL
 OS1059  ______________________________________________________________________
 OS1059* NAD 83(1986) POSITION- 43 10 22.     (N) 101 49 21.     (W)   SCALED
 OS1059* NAVD 88 ORTHO HEIGHT -   999.357 (meters)     3278.72  (feet) ADJUSTED
 OS1059  ______________________________________________________________________
 OS1059  GEOID HEIGHT    -        -19.500 (meters)                     GEOID18
 OS1059  DYNAMIC HEIGHT  -        998.930 (meters)     3277.32  (feet) COMP
 OS1059  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 OS1059
 OS1059  VERT ORDER      -  FIRST     CLASS II
 OS1059
 OS1059.The horizontal coordinates were scaled from a map and have
 OS1059.an estimated accuracy of +/- 6 seconds.
 OS1059
 OS1059.The orthometric height was determined by differential leveling and
 OS1059.adjusted by the NATIONAL GEODETIC SURVEY
 OS1059.in June 1994.
 OS1059
 OS1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1059.GEOID18 height accuracy estimate available here.
 OS1059
 OS1059.Click photographs - Photos may exist for this station.
 OS1059
 OS1059.The dynamic height is computed by dividing the NAVD 88
 OS1059.geopotential number by the normal gravity value computed on the
 OS1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1059.degrees latitude (g = 980.6199 gals.).
 OS1059
 OS1059.The modeled gravity was interpolated from observed gravity values.
 OS1059
 OS1059;                    North         East    Units  Estimated Accuracy
 OS1059;SPC SD S     -    94,340.      478,930.      MT  (+/- 180 meters Scaled)
 OS1059
 OS1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN705838(NAD 83)
 OS1059
 OS1059                          SUPERSEDED SURVEY CONTROL
 OS1059
 OS1059.No superseded survey control is available for this station.
 OS1059
 OS1059_MARKER: DB = BENCH MARK DISK
 OS1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1059_STAMPING: 18-144.40 1993
 OS1059_MARK LOGO: SDDT
 OS1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1059+STABILITY: SURFACE MOTION
 OS1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1059+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1059
 OS1059  HISTORY     - Date     Condition        Report By
 OS1059  HISTORY     - 1993     MONUMENTED       SDDT
 OS1059  HISTORY     - 19930929 GOOD             NGS
 OS1059  HISTORY     - 20121203 GOOD             INDIV
 OS1059
 OS1059                          STATION DESCRIPTION
 OS1059
 OS1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1059'7.3 KM (4.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1059'STATE HIGHWAY 73 IN MARTIN, 648.0 M (2126.0 FT) EAST OF MILEPOST 144,
 OS1059'22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT)
 OS1059'EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO A HOUSE, 1.8 M (5.9
 OS1059'FT) SOUTH OF A T-JUNCTION UTILITY POLE, 1.0 M (3.3 FT) BELOW THE
 OS1059'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A RIGHT-OF WAY POST,
 OS1059'0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OS1059'WITH THE GROUND SURFACE.
 OS1059
 OS1059                          STATION RECOVERY (2012)
 OS1059
 OS1059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1057 ***********************************************************************
 OS1057  DESIGNATION -  18 145.40
 OS1057  PID         -  OS1057
 OS1057  STATE/COUNTY-  SD/BENNETT
 OS1057  COUNTRY     -  US
 OS1057  USGS QUAD   -  SWETT NE (2017)
 OS1057
 OS1057                         *CURRENT SURVEY CONTROL
 OS1057  ______________________________________________________________________
 OS1057* NAD 83(1986) POSITION- 43 10 22.     (N) 101 48 08.     (W)   SCALED
 OS1057* NAVD 88 ORTHO HEIGHT -  1003.987 (meters)     3293.91  (feet) ADJUSTED
 OS1057  ______________________________________________________________________
 OS1057  GEOID HEIGHT    -        -19.545 (meters)                     GEOID18
 OS1057  DYNAMIC HEIGHT  -       1003.560 (meters)     3292.51  (feet) COMP
 OS1057  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 OS1057
 OS1057  VERT ORDER      -  FIRST     CLASS II
 OS1057
 OS1057.The horizontal coordinates were scaled from a map and have
 OS1057.an estimated accuracy of +/- 6 seconds.
 OS1057
 OS1057.The orthometric height was determined by differential leveling and
 OS1057.adjusted by the NATIONAL GEODETIC SURVEY
 OS1057.in June 1994.
 OS1057
 OS1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1057.GEOID18 height accuracy estimate available here.
 OS1057
 OS1057.Click photographs - Photos may exist for this station.
 OS1057
 OS1057.The dynamic height is computed by dividing the NAVD 88
 OS1057.geopotential number by the normal gravity value computed on the
 OS1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1057.degrees latitude (g = 980.6199 gals.).
 OS1057
 OS1057.The modeled gravity was interpolated from observed gravity values.
 OS1057
 OS1057;                    North         East    Units  Estimated Accuracy
 OS1057;SPC SD S     -    94,310.      480,580.      MT  (+/- 180 meters Scaled)
 OS1057
 OS1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN722838(NAD 83)
 OS1057
 OS1057                          SUPERSEDED SURVEY CONTROL
 OS1057
 OS1057.No superseded survey control is available for this station.
 OS1057
 OS1057_MARKER: DB = BENCH MARK DISK
 OS1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1057_STAMPING: 18-145.40 1993
 OS1057_MARK LOGO: SDDT
 OS1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1057+STABILITY: SURFACE MOTION
 OS1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1057+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1057
 OS1057  HISTORY     - Date     Condition        Report By
 OS1057  HISTORY     - 1993     MONUMENTED       SDDT
 OS1057  HISTORY     - 19930929 GOOD             NGS
 OS1057  HISTORY     - 20121203 GOOD             INDIV
 OS1057
 OS1057                          STATION DESCRIPTION
 OS1057
 OS1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1057'5.7 KM (3.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1057'STATE HIGHWAY 73 IN MARTIN, 650.0 M (2132.5 FT) EAST OF MILEPOST 145,
 OS1057'87.2 M (286.1 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH,
 OS1057'22.7 M (74.5 FT) WEST OF A UTILITY POLE, 22.4 M (73.5 FT) NORTH OF
 OS1057'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS1057'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE CORNER, 0.2 M (0.7 FT) SOUTH
 OS1057'OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT)
 OS1057'BELOW THE GROUND SURFACE.
 OS1057
 OS1057                          STATION RECOVERY (2012)
 OS1057
 OS1057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1056 ***********************************************************************
 OS1056  DESIGNATION -  18 146.40
 OS1056  PID         -  OS1056
 OS1056  STATE/COUNTY-  SD/BENNETT
 OS1056  COUNTRY     -  US
 OS1056  USGS QUAD   -  SWETT NE (2017)
 OS1056
 OS1056                         *CURRENT SURVEY CONTROL
 OS1056  ______________________________________________________________________
 OS1056* NAD 83(1986) POSITION- 43 10 22.     (N) 101 46 54.     (W)   SCALED
 OS1056* NAVD 88 ORTHO HEIGHT -  1002.412 (meters)     3288.75  (feet) ADJUSTED
 OS1056  ______________________________________________________________________
 OS1056  GEOID HEIGHT    -        -19.592 (meters)                     GEOID18
 OS1056  DYNAMIC HEIGHT  -       1001.986 (meters)     3287.35  (feet) COMP
 OS1056  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 OS1056
 OS1056  VERT ORDER      -  FIRST     CLASS II
 OS1056
 OS1056.The horizontal coordinates were scaled from a map and have
 OS1056.an estimated accuracy of +/- 6 seconds.
 OS1056
 OS1056.The orthometric height was determined by differential leveling and
 OS1056.adjusted by the NATIONAL GEODETIC SURVEY
 OS1056.in June 1994.
 OS1056
 OS1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1056.GEOID18 height accuracy estimate available here.
 OS1056
 OS1056.Click photographs - Photos may exist for this station.
 OS1056
 OS1056.The dynamic height is computed by dividing the NAVD 88
 OS1056.geopotential number by the normal gravity value computed on the
 OS1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1056.degrees latitude (g = 980.6199 gals.).
 OS1056
 OS1056.The modeled gravity was interpolated from observed gravity values.
 OS1056
 OS1056;                    North         East    Units  Estimated Accuracy
 OS1056;SPC SD S     -    94,280.      482,250.      MT  (+/- 180 meters Scaled)
 OS1056
 OS1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN739837(NAD 83)
 OS1056
 OS1056                          SUPERSEDED SURVEY CONTROL
 OS1056
 OS1056.No superseded survey control is available for this station.
 OS1056
 OS1056_MARKER: DB = BENCH MARK DISK
 OS1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1056_STAMPING: 18-146.40 1993
 OS1056_MARK LOGO: SDDT
 OS1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1056+STABILITY: SURFACE MOTION
 OS1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1056+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1056
 OS1056  HISTORY     - Date     Condition        Report By
 OS1056  HISTORY     - 1993     MONUMENTED       SDDT
 OS1056  HISTORY     - 19930929 GOOD             NGS
 OS1056  HISTORY     - 20121203 GOOD             INDIV
 OS1056
 OS1056                          STATION DESCRIPTION
 OS1056
 OS1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1056'4.1 KM (2.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1056'STATE HIGHWAY 73 IN MARTIN, 648.0 M (2126.0 FT) EAST OF MILEPOST 146,
 OS1056'22.9 M (75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT)
 OS1056'WEST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE
 OS1056'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE
 OS1056'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OS1056
 OS1056                          STATION RECOVERY (2012)
 OS1056
 OS1056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1054 ***********************************************************************
 OS1054  DESIGNATION -  18 147.40
 OS1054  PID         -  OS1054
 OS1054  STATE/COUNTY-  SD/BENNETT
 OS1054  COUNTRY     -  US
 OS1054  USGS QUAD   -  SWETT NE (2017)
 OS1054
 OS1054                         *CURRENT SURVEY CONTROL
 OS1054  ______________________________________________________________________
 OS1054* NAD 83(1986) POSITION- 43 10 22.     (N) 101 45 42.     (W)   SCALED
 OS1054* NAVD 88 ORTHO HEIGHT -  1003.306 (meters)     3291.68  (feet) ADJUSTED
 OS1054  ______________________________________________________________________
 OS1054  GEOID HEIGHT    -        -19.639 (meters)                     GEOID18
 OS1054  DYNAMIC HEIGHT  -       1002.880 (meters)     3290.28  (feet) COMP
 OS1054  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 OS1054
 OS1054  VERT ORDER      -  FIRST     CLASS II
 OS1054
 OS1054.The horizontal coordinates were scaled from a map and have
 OS1054.an estimated accuracy of +/- 6 seconds.
 OS1054
 OS1054.The orthometric height was determined by differential leveling and
 OS1054.adjusted by the NATIONAL GEODETIC SURVEY
 OS1054.in June 1994.
 OS1054
 OS1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1054.GEOID18 height accuracy estimate available here.
 OS1054
 OS1054.Click photographs - Photos may exist for this station.
 OS1054
 OS1054.The dynamic height is computed by dividing the NAVD 88
 OS1054.geopotential number by the normal gravity value computed on the
 OS1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1054.degrees latitude (g = 980.6199 gals.).
 OS1054
 OS1054.The modeled gravity was interpolated from observed gravity values.
 OS1054
 OS1054;                    North         East    Units  Estimated Accuracy
 OS1054;SPC SD S     -    94,250.      483,870.      MT  (+/- 180 meters Scaled)
 OS1054
 OS1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN755837(NAD 83)
 OS1054
 OS1054                          SUPERSEDED SURVEY CONTROL
 OS1054
 OS1054.No superseded survey control is available for this station.
 OS1054
 OS1054_MARKER: DB = BENCH MARK DISK
 OS1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1054_STAMPING: 18-147.40 1993
 OS1054_MARK LOGO: SDDT
 OS1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1054+STABILITY: SURFACE MOTION
 OS1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1054+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1054
 OS1054  HISTORY     - Date     Condition        Report By
 OS1054  HISTORY     - 1993     MONUMENTED       SDDT
 OS1054  HISTORY     - 19930929 GOOD             NGS
 OS1054  HISTORY     - 20121203 GOOD             INDIV
 OS1054
 OS1054                          STATION DESCRIPTION
 OS1054
 OS1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1054'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1054'STATE HIGHWAY 73 IN MARTIN, 668.0 M (2191.6 FT) EAST OF MILEPOST 147,
 OS1054'69.3 M (227.4 FT) WEST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 OS1054'SOUTH, 22.0 M (72.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6
 OS1054'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 OS1054'RIGHT-OF-WAY POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 OS1054'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS1054
 OS1054                          STATION RECOVERY (2012)
 OS1054
 OS1054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1053 ***********************************************************************
 OS1053  DESIGNATION -  18 148.45
 OS1053  PID         -  OS1053
 OS1053  STATE/COUNTY-  SD/BENNETT
 OS1053  COUNTRY     -  US
 OS1053  USGS QUAD   -  MARTIN (2017)
 OS1053
 OS1053                         *CURRENT SURVEY CONTROL
 OS1053  ______________________________________________________________________
 OS1053* NAD 83(1986) POSITION- 43 10 20.     (N) 101 44 32.     (W)   SCALED
 OS1053* NAVD 88 ORTHO HEIGHT -  1009.445 (meters)     3311.82  (feet) ADJUSTED
 OS1053  ______________________________________________________________________
 OS1053  GEOID HEIGHT    -        -19.686 (meters)                     GEOID18
 OS1053  DYNAMIC HEIGHT  -       1009.017 (meters)     3310.42  (feet) COMP
 OS1053  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 OS1053
 OS1053  VERT ORDER      -  FIRST     CLASS II
 OS1053
 OS1053.The horizontal coordinates were scaled from a map and have
 OS1053.an estimated accuracy of +/- 6 seconds.
 OS1053
 OS1053.The orthometric height was determined by differential leveling and
 OS1053.adjusted by the NATIONAL GEODETIC SURVEY
 OS1053.in June 1994.
 OS1053
 OS1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1053.GEOID18 height accuracy estimate available here.
 OS1053
 OS1053.Click photographs - Photos may exist for this station.
 OS1053
 OS1053.The dynamic height is computed by dividing the NAVD 88
 OS1053.geopotential number by the normal gravity value computed on the
 OS1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1053.degrees latitude (g = 980.6199 gals.).
 OS1053
 OS1053.The modeled gravity was interpolated from observed gravity values.
 OS1053
 OS1053;                    North         East    Units  Estimated Accuracy
 OS1053;SPC SD S     -    94,170.      485,450.      MT  (+/- 180 meters Scaled)
 OS1053
 OS1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN771835(NAD 83)
 OS1053
 OS1053                          SUPERSEDED SURVEY CONTROL
 OS1053
 OS1053.No superseded survey control is available for this station.
 OS1053
 OS1053_MARKER: DB = BENCH MARK DISK
 OS1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1053_STAMPING: 18-148.45 1993
 OS1053_MARK LOGO: SDDT
 OS1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1053+STABILITY: SURFACE MOTION
 OS1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1053+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1053
 OS1053  HISTORY     - Date     Condition        Report By
 OS1053  HISTORY     - 1993     MONUMENTED       SDDT
 OS1053  HISTORY     - 19930929 GOOD             NGS
 OS1053  HISTORY     - 20121204 GOOD             INDIV
 OS1053
 OS1053                          STATION DESCRIPTION
 OS1053
 OS1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1053'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1053'STATE HIGHWAY 73 IN MARTIN, 698.0 M (2290.0 FT) EAST OF MILEPOST 148,
 OS1053'19.9 M (65.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT)
 OS1053'EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 3.3 M (10.8 FT) SOUTH OF A
 OS1053'FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OS1053'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 OS1053'(0.3 FT) ABOVE THE GROUND SURFACE.
 OS1053
 OS1053                          STATION RECOVERY (2012)
 OS1053
 OS1053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1052 ***********************************************************************
 OS1052  DESIGNATION -  18 148.85
 OS1052  PID         -  OS1052
 OS1052  STATE/COUNTY-  SD/BENNETT
 OS1052  COUNTRY     -  US
 OS1052  USGS QUAD   -  MARTIN (2017)
 OS1052
 OS1052                         *CURRENT SURVEY CONTROL
 OS1052  ______________________________________________________________________
 OS1052* NAD 83(1986) POSITION- 43 10 18.     (N) 101 43 58.     (W)   SCALED
 OS1052* NAVD 88 ORTHO HEIGHT -  1006.712 (meters)     3302.85  (feet) ADJUSTED
 OS1052  ______________________________________________________________________
 OS1052  GEOID HEIGHT    -        -19.708 (meters)                     GEOID18
 OS1052  DYNAMIC HEIGHT  -       1006.285 (meters)     3301.45  (feet) COMP
 OS1052  MODELED GRAVITY -    980,161.9   (mgal)                       NAVD 88
 OS1052
 OS1052  VERT ORDER      -  FIRST     CLASS II
 OS1052
 OS1052.The horizontal coordinates were scaled from a map and have
 OS1052.an estimated accuracy of +/- 6 seconds.
 OS1052
 OS1052.The orthometric height was determined by differential leveling and
 OS1052.adjusted by the NATIONAL GEODETIC SURVEY
 OS1052.in June 1994.
 OS1052
 OS1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1052.GEOID18 height accuracy estimate available here.
 OS1052
 OS1052.Click photographs - Photos may exist for this station.
 OS1052
 OS1052.The dynamic height is computed by dividing the NAVD 88
 OS1052.geopotential number by the normal gravity value computed on the
 OS1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1052.degrees latitude (g = 980.6199 gals.).
 OS1052
 OS1052.The modeled gravity was interpolated from observed gravity values.
 OS1052
 OS1052;                    North         East    Units  Estimated Accuracy
 OS1052;SPC SD S     -    94,090.      486,220.      MT  (+/- 180 meters Scaled)
 OS1052
 OS1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN778835(NAD 83)
 OS1052
 OS1052                          SUPERSEDED SURVEY CONTROL
 OS1052
 OS1052.No superseded survey control is available for this station.
 OS1052
 OS1052_MARKER: DB = BENCH MARK DISK
 OS1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1052_STAMPING: 18-148.85 1993
 OS1052_MARK LOGO: SDDT
 OS1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1052+STABILITY: SURFACE MOTION
 OS1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1052+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 OS1052
 OS1052  HISTORY     - Date     Condition        Report By
 OS1052  HISTORY     - 1993     MONUMENTED       SDDT
 OS1052  HISTORY     - 19930929 GOOD             NGS
 OS1052  HISTORY     - 20121204 MARK NOT FOUND   INDIV
 OS1052
 OS1052                          STATION DESCRIPTION
 OS1052
 OS1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1052'IN MARTIN, AT THE INTERSECTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY
 OS1052'73, 1.4 KM (0.85 MI) EAST OF MILEPOST 148, 94.3 M (309.4 FT) WEST OF
 OS1052'THE CENTERLINE OF HIGHWAY 73, 32.6 M (107.0 FT) WEST-NORTHWEST OF THE
 OS1052'NORTHWEST CORNER OF THE MARTIN VOLUNTEER FIRE DEPARTMENT, 21.2 M
 OS1052'(69.6 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF HIGHWAY 18, 4.3 M
 OS1052'(14.1 FT) EAST OF A FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M
 OS1052'(0.3 FT) ABOVE THE GROUND SURFACE.
 OS1052
 OS1052                          STATION RECOVERY (2012)
 OS1052
 OS1052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1051 ***********************************************************************
 OS1051  DESIGNATION -  18 149.90
 OS1051  PID         -  OS1051
 OS1051  STATE/COUNTY-  SD/BENNETT
 OS1051  COUNTRY     -  US
 OS1051  USGS QUAD   -  MARTIN (2017)
 OS1051
 OS1051                         *CURRENT SURVEY CONTROL
 OS1051  ______________________________________________________________________
 OS1051* NAD 83(1986) POSITION- 43 10 19.     (N) 101 42 44.     (W)   SCALED
 OS1051* NAVD 88 ORTHO HEIGHT -  1000.167 (meters)     3281.38  (feet) ADJUSTED
 OS1051  ______________________________________________________________________
 OS1051  GEOID HEIGHT    -        -19.760 (meters)                     GEOID18
 OS1051  DYNAMIC HEIGHT  -        999.746 (meters)     3280.00  (feet) COMP
 OS1051  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 OS1051
 OS1051  VERT ORDER      -  FIRST     CLASS II
 OS1051
 OS1051.The horizontal coordinates were scaled from a map and have
 OS1051.an estimated accuracy of +/- 6 seconds.
 OS1051
 OS1051.The orthometric height was determined by differential leveling and
 OS1051.adjusted by the NATIONAL GEODETIC SURVEY
 OS1051.in June 1994.
 OS1051
 OS1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1051.GEOID18 height accuracy estimate available here.
 OS1051
 OS1051.Click photographs - Photos may exist for this station.
 OS1051
 OS1051.The dynamic height is computed by dividing the NAVD 88
 OS1051.geopotential number by the normal gravity value computed on the
 OS1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1051.degrees latitude (g = 980.6199 gals.).
 OS1051
 OS1051.The modeled gravity was interpolated from observed gravity values.
 OS1051
 OS1051;                    North         East    Units  Estimated Accuracy
 OS1051;SPC SD S     -    94,090.      487,890.      MT  (+/- 180 meters Scaled)
 OS1051
 OS1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN795834(NAD 83)
 OS1051
 OS1051                          SUPERSEDED SURVEY CONTROL
 OS1051
 OS1051.No superseded survey control is available for this station.
 OS1051
 OS1051_MARKER: Z = SEE DESCRIPTION
 OS1051_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS1051_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS1051_STAMPING: 18-149.90 1993
 OS1051_MARK LOGO: NGS
 OS1051_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1051_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS1051+STABILITY: POSITION/ELEVATION WELL
 OS1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1051+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1051_ROD/PIPE-DEPTH: 6.4 meters
 OS1051_SLEEVE-DEPTH  : 3.0 meters
 OS1051
 OS1051  HISTORY     - Date     Condition        Report By
 OS1051  HISTORY     - 1993     MONUMENTED       SDDT
 OS1051  HISTORY     - 19930919 GOOD             NGS
 OS1051  HISTORY     - 20121204 GOOD             INDIV
 OS1051
 OS1051                          STATION DESCRIPTION
 OS1051
 OS1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1051'1.6 KM (1.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1051'STATE HIGHWAY 73 IN MARTIN, 91.5 M (300.2 FT) WEST OF MILEPOST 150,
 OS1051'30.4 M (99.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.1 M (23.3 FT)
 OS1051'WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH, 1.0 M (3.3 FT) BELOW
 OS1051'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF THE NORTHEAST
 OS1051'CORNER OF A CHAIN-LINK FENCE ENCLOSING THE STATE HIGHWAY DEPARTMENT
 OS1051'YARD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.2 M (0.7 FT)
 OS1051'SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 OS1051'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 OS1051'INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM
 OS1051'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 OS1051'PIPE.
 OS1051
 OS1051                          STATION RECOVERY (2012)
 OS1051
 OS1051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1049 ***********************************************************************
 OS1049  DESIGNATION -  18 152.00
 OS1049  PID         -  OS1049
 OS1049  STATE/COUNTY-  SD/BENNETT
 OS1049  COUNTRY     -  US
 OS1049  USGS QUAD   -  MARTIN (2017)
 OS1049
 OS1049                         *CURRENT SURVEY CONTROL
 OS1049  ______________________________________________________________________
 OS1049* NAD 83(1986) POSITION- 43 10 32.     (N) 101 40 20.     (W)   SCALED
 OS1049* NAVD 88 ORTHO HEIGHT -   971.660 (meters)     3187.85  (feet) ADJUSTED
 OS1049  ______________________________________________________________________
 OS1049  GEOID HEIGHT    -        -19.872 (meters)                     GEOID18
 OS1049  DYNAMIC HEIGHT  -        971.255 (meters)     3186.53  (feet) COMP
 OS1049  MODELED GRAVITY -    980,170.0   (mgal)                       NAVD 88
 OS1049
 OS1049  VERT ORDER      -  FIRST     CLASS II
 OS1049
 OS1049.The horizontal coordinates were scaled from a map and have
 OS1049.an estimated accuracy of +/- 6 seconds.
 OS1049
 OS1049.The orthometric height was determined by differential leveling and
 OS1049.adjusted by the NATIONAL GEODETIC SURVEY
 OS1049.in June 1994.
 OS1049
 OS1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1049.GEOID18 height accuracy estimate available here.
 OS1049
 OS1049.Click photographs - Photos may exist for this station.
 OS1049
 OS1049.The dynamic height is computed by dividing the NAVD 88
 OS1049.geopotential number by the normal gravity value computed on the
 OS1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1049.degrees latitude (g = 980.6199 gals.).
 OS1049
 OS1049.The modeled gravity was interpolated from observed gravity values.
 OS1049
 OS1049;                    North         East    Units  Estimated Accuracy
 OS1049;SPC SD S     -    94,440.      491,150.      MT  (+/- 180 meters Scaled)
 OS1049
 OS1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN828837(NAD 83)
 OS1049
 OS1049                          SUPERSEDED SURVEY CONTROL
 OS1049
 OS1049.No superseded survey control is available for this station.
 OS1049
 OS1049_MARKER: DB = BENCH MARK DISK
 OS1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1049_STAMPING: 18-152.00 1993
 OS1049_MARK LOGO: SDDT
 OS1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1049+STABILITY: SURFACE MOTION
 OS1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1049+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1049
 OS1049  HISTORY     - Date     Condition        Report By
 OS1049  HISTORY     - 1993     MONUMENTED       SDDT
 OS1049  HISTORY     - 19930929 GOOD             NGS
 OS1049  HISTORY     - 20121204 GOOD             INDIV
 OS1049
 OS1049                          STATION DESCRIPTION
 OS1049
 OS1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1049'5.0 KM (3.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1049'STATE HIGHWAY 73 IN MARTIN, 60.0 M (196.8 FT) NORTH OF MILEPOST 152,
 OS1049'30.8 M (101.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT)
 OS1049'SOUTHWEST OF A T-FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 OS1049'HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND
 OS1049'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1049
 OS1049                          STATION RECOVERY (2012)
 OS1049
 OS1049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1047 ***********************************************************************
 OS1047  DESIGNATION -  18 154.30
 OS1047  PID         -  OS1047
 OS1047  STATE/COUNTY-  SD/BENNETT
 OS1047  COUNTRY     -  US
 OS1047  USGS QUAD   -  MARTIN (2017)
 OS1047
 OS1047                         *CURRENT SURVEY CONTROL
 OS1047  ______________________________________________________________________
 OS1047* NAD 83(1986) POSITION- 43 11 48.     (N) 101 38 25.     (W)   SCALED
 OS1047* NAVD 88 ORTHO HEIGHT -   968.217 (meters)     3176.56  (feet) ADJUSTED
 OS1047  ______________________________________________________________________
 OS1047  GEOID HEIGHT    -        -19.996 (meters)                     GEOID18
 OS1047  DYNAMIC HEIGHT  -        967.818 (meters)     3175.25  (feet) COMP
 OS1047  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 OS1047
 OS1047  VERT ORDER      -  FIRST     CLASS II
 OS1047
 OS1047.The horizontal coordinates were scaled from a map and have
 OS1047.an estimated accuracy of +/- 6 seconds.
 OS1047
 OS1047.The orthometric height was determined by differential leveling and
 OS1047.adjusted by the NATIONAL GEODETIC SURVEY
 OS1047.in June 1994.
 OS1047
 OS1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1047.GEOID18 height accuracy estimate available here.
 OS1047
 OS1047.Click photographs - Photos may exist for this station.
 OS1047
 OS1047.The dynamic height is computed by dividing the NAVD 88
 OS1047.geopotential number by the normal gravity value computed on the
 OS1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1047.degrees latitude (g = 980.6199 gals.).
 OS1047
 OS1047.The modeled gravity was interpolated from observed gravity values.
 OS1047
 OS1047;                    North         East    Units  Estimated Accuracy
 OS1047;SPC SD S     -    96,740.      493,780.      MT  (+/- 180 meters Scaled)
 OS1047
 OS1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN854860(NAD 83)
 OS1047
 OS1047                          SUPERSEDED SURVEY CONTROL
 OS1047
 OS1047.No superseded survey control is available for this station.
 OS1047
 OS1047_MARKER: DB = BENCH MARK DISK
 OS1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1047_STAMPING: 18-154.30 1993
 OS1047_MARK LOGO: SDDT
 OS1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1047+STABILITY: SURFACE MOTION
 OS1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1047+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1047
 OS1047  HISTORY     - Date     Condition        Report By
 OS1047  HISTORY     - 1993     MONUMENTED       SDDT
 OS1047  HISTORY     - 19930929 GOOD             NGS
 OS1047  HISTORY     - 20121204 GOOD             INDIV
 OS1047
 OS1047                          STATION DESCRIPTION
 OS1047
 OS1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1047'8.6 KM (5.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1047'STATE HIGHWAY 73 IN MARTIN, 392.0 M (1286.1 FT) NORTHEAST OF MILEPOST
 OS1047'154, 30.2 M (99.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6
 OS1047'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A
 OS1047'WITNESS POST AND THE NORTHEAST END OF 3 BRACED FENCE POSTS, AND THE
 OS1047'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1047
 OS1047                          STATION RECOVERY (2012)
 OS1047
 OS1047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1046 ***********************************************************************
 OS1046  DESIGNATION -  18 155.60
 OS1046  PID         -  OS1046
 OS1046  STATE/COUNTY-  SD/BENNETT
 OS1046  COUNTRY     -  US
 OS1046  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1046
 OS1046                         *CURRENT SURVEY CONTROL
 OS1046  ______________________________________________________________________
 OS1046* NAD 83(1986) POSITION- 43 12 30.     (N) 101 37 12.     (W)   SCALED
 OS1046* NAVD 88 ORTHO HEIGHT -   953.462 (meters)     3128.15  (feet) ADJUSTED
 OS1046  ______________________________________________________________________
 OS1046  GEOID HEIGHT    -        -20.072 (meters)                     GEOID18
 OS1046  DYNAMIC HEIGHT  -        953.072 (meters)     3126.87  (feet) COMP
 OS1046  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 OS1046
 OS1046  VERT ORDER      -  FIRST     CLASS II
 OS1046
 OS1046.The horizontal coordinates were scaled from a map and have
 OS1046.an estimated accuracy of +/- 6 seconds.
 OS1046
 OS1046.The orthometric height was determined by differential leveling and
 OS1046.adjusted by the NATIONAL GEODETIC SURVEY
 OS1046.in June 1994.
 OS1046
 OS1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1046.GEOID18 height accuracy estimate available here.
 OS1046
 OS1046.Click photographs - Photos may exist for this station.
 OS1046
 OS1046.The dynamic height is computed by dividing the NAVD 88
 OS1046.geopotential number by the normal gravity value computed on the
 OS1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1046.degrees latitude (g = 980.6199 gals.).
 OS1046
 OS1046.The modeled gravity was interpolated from observed gravity values.
 OS1046
 OS1046;                    North         East    Units  Estimated Accuracy
 OS1046;SPC SD S     -    98,020.      495,450.      MT  (+/- 180 meters Scaled)
 OS1046
 OS1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN871872(NAD 83)
 OS1046
 OS1046                          SUPERSEDED SURVEY CONTROL
 OS1046
 OS1046.No superseded survey control is available for this station.
 OS1046
 OS1046_MARKER: DB = BENCH MARK DISK
 OS1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1046_STAMPING: 18-155.60 1993
 OS1046_MARK LOGO: SDDT
 OS1046_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1046+STABILITY: SURFACE MOTION
 OS1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1046+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1046
 OS1046  HISTORY     - Date     Condition        Report By
 OS1046  HISTORY     - 1993     MONUMENTED       SDDT
 OS1046  HISTORY     - 19930929 GOOD             NGS
 OS1046  HISTORY     - 20121204 GOOD             INDIV
 OS1046
 OS1046                          STATION DESCRIPTION
 OS1046
 OS1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1046'10.7 KM (6.65 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1046'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) NORTHEAST OF MILEPOST
 OS1046'155, 58.4 M (191.6 FT) SOUTHWEST OF A BRACED FENCE POST, 30.7 M
 OS1046'(100.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 OS1046'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST
 OS1046'AND FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 OS1046'GROUND SURFACE.
 OS1046
 OS1046                          STATION RECOVERY (2012)
 OS1046
 OS1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1044 ***********************************************************************
 OS1044  DESIGNATION -  18 157.00
 OS1044  PID         -  OS1044
 OS1044  STATE/COUNTY-  SD/BENNETT
 OS1044  COUNTRY     -  US
 OS1044  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1044
 OS1044                         *CURRENT SURVEY CONTROL
 OS1044  ______________________________________________________________________
 OS1044* NAD 83(1986) POSITION- 43 12 56.     (N) 101 35 36.     (W)   SCALED
 OS1044* NAVD 88 ORTHO HEIGHT -   933.567 (meters)     3062.88  (feet) ADJUSTED
 OS1044  ______________________________________________________________________
 OS1044  GEOID HEIGHT    -        -20.158 (meters)                     GEOID18
 OS1044  DYNAMIC HEIGHT  -        933.185 (meters)     3061.62  (feet) COMP
 OS1044  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 OS1044
 OS1044  VERT ORDER      -  FIRST     CLASS II
 OS1044
 OS1044.The horizontal coordinates were scaled from a map and have
 OS1044.an estimated accuracy of +/- 6 seconds.
 OS1044
 OS1044.The orthometric height was determined by differential leveling and
 OS1044.adjusted by the NATIONAL GEODETIC SURVEY
 OS1044.in June 1994.
 OS1044
 OS1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1044.GEOID18 height accuracy estimate available here.
 OS1044
 OS1044.Click photographs - Photos may exist for this station.
 OS1044
 OS1044.The dynamic height is computed by dividing the NAVD 88
 OS1044.geopotential number by the normal gravity value computed on the
 OS1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1044.degrees latitude (g = 980.6199 gals.).
 OS1044
 OS1044.The modeled gravity was interpolated from observed gravity values.
 OS1044
 OS1044;                    North         East    Units  Estimated Accuracy
 OS1044;SPC SD S     -    98,780.      497,630.      MT  (+/- 180 meters Scaled)
 OS1044
 OS1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN893880(NAD 83)
 OS1044
 OS1044                          SUPERSEDED SURVEY CONTROL
 OS1044
 OS1044.No superseded survey control is available for this station.
 OS1044
 OS1044_MARKER: DB = BENCH MARK DISK
 OS1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1044_STAMPING: 18-157.00 1993
 OS1044_MARK LOGO: SDDT
 OS1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1044+STABILITY: SURFACE MOTION
 OS1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1044+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1044
 OS1044  HISTORY     - Date     Condition        Report By
 OS1044  HISTORY     - 1993     MONUMENTED       SDDT
 OS1044  HISTORY     - 19930929 GOOD             NGS
 OS1044  HISTORY     - 20121204 GOOD             INDIV
 OS1044
 OS1044                          STATION DESCRIPTION
 OS1044
 OS1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1044'13.0 KM (8.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1044'OF STATE HIGHWAY 73 IN MARTIN, 41.3 M (135.5 FT) NORTH OF MILEPOST
 OS1044'157, 30.7 M (100.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.5 M (57.4
 OS1044'FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 7.2 M (23.6
 OS1044'FT) WEST OF A UTILITY BRACE POLE WITH A GUY CABLE, 0.4 M (1.3 FT)
 OS1044'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M
 OS1044'(0.16 FT) ABOVE THE GROUND SURFACE.
 OS1044
 OS1044                          STATION RECOVERY (2012)
 OS1044
 OS1044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1042 ***********************************************************************
 OS1042  DESIGNATION -  18 158.60
 OS1042  PID         -  OS1042
 OS1042  STATE/COUNTY-  SD/BENNETT
 OS1042  COUNTRY     -  US
 OS1042  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1042
 OS1042                         *CURRENT SURVEY CONTROL
 OS1042  ______________________________________________________________________
 OS1042* NAD 83(1986) POSITION- 43 12 56.     (N) 101 33 44.     (W)   SCALED
 OS1042* NAVD 88 ORTHO HEIGHT -   931.913 (meters)     3057.45  (feet) ADJUSTED
 OS1042  ______________________________________________________________________
 OS1042  GEOID HEIGHT    -        -20.242 (meters)                     GEOID18
 OS1042  DYNAMIC HEIGHT  -        931.533 (meters)     3056.20  (feet) COMP
 OS1042  MODELED GRAVITY -    980,180.5   (mgal)                       NAVD 88
 OS1042
 OS1042  VERT ORDER      -  FIRST     CLASS II
 OS1042
 OS1042.The horizontal coordinates were scaled from a map and have
 OS1042.an estimated accuracy of +/- 6 seconds.
 OS1042
 OS1042.The orthometric height was determined by differential leveling and
 OS1042.adjusted by the NATIONAL GEODETIC SURVEY
 OS1042.in June 1994.
 OS1042
 OS1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1042.GEOID18 height accuracy estimate available here.
 OS1042
 OS1042.Click photographs - Photos may exist for this station.
 OS1042
 OS1042.The dynamic height is computed by dividing the NAVD 88
 OS1042.geopotential number by the normal gravity value computed on the
 OS1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1042.degrees latitude (g = 980.6199 gals.).
 OS1042
 OS1042.The modeled gravity was interpolated from observed gravity values.
 OS1042
 OS1042;                    North         East    Units  Estimated Accuracy
 OS1042;SPC SD S     -    98,750.      500,160.      MT  (+/- 180 meters Scaled)
 OS1042
 OS1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN918879(NAD 83)
 OS1042
 OS1042                          SUPERSEDED SURVEY CONTROL
 OS1042
 OS1042.No superseded survey control is available for this station.
 OS1042
 OS1042_MARKER: DB = BENCH MARK DISK
 OS1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1042_STAMPING: 18-158.60 1993
 OS1042_MARK LOGO: SDDT
 OS1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1042+STABILITY: SURFACE MOTION
 OS1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1042+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1042
 OS1042  HISTORY     - Date     Condition        Report By
 OS1042  HISTORY     - 1993     MONUMENTED       SDDT
 OS1042  HISTORY     - 19930929 GOOD             NGS
 OS1042  HISTORY     - 20121205 GOOD             INDIV
 OS1042
 OS1042                          STATION DESCRIPTION
 OS1042
 OS1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1042'15.5 KM (9.65 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1042'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) EAST OF MILEPOST 158,
 OS1042'74.4 M (244.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 30.6 M
 OS1042'(100.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) BELOW THE
 OS1042'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND
 OS1042'FENCE, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND
 OS1042'SURFACE.
 OS1042
 OS1042                          STATION RECOVERY (2012)
 OS1042
 OS1042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1040 ***********************************************************************
 OS1040  DESIGNATION -  18 159.50
 OS1040  PID         -  OS1040
 OS1040  STATE/COUNTY-  SD/BENNETT
 OS1040  COUNTRY     -  US
 OS1040  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1040
 OS1040                         *CURRENT SURVEY CONTROL
 OS1040  ______________________________________________________________________
 OS1040* NAD 83(1986) POSITION- 43 12 56.     (N) 101 32 36.     (W)   SCALED
 OS1040* NAVD 88 ORTHO HEIGHT -   926.862 (meters)     3040.88  (feet) ADJUSTED
 OS1040  ______________________________________________________________________
 OS1040  GEOID HEIGHT    -        -20.293 (meters)                     GEOID18
 OS1040  DYNAMIC HEIGHT  -        926.484 (meters)     3039.64  (feet) COMP
 OS1040  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 OS1040
 OS1040  VERT ORDER      -  FIRST     CLASS II
 OS1040
 OS1040.The horizontal coordinates were scaled from a map and have
 OS1040.an estimated accuracy of +/- 6 seconds.
 OS1040
 OS1040.The orthometric height was determined by differential leveling and
 OS1040.adjusted by the NATIONAL GEODETIC SURVEY
 OS1040.in June 1994.
 OS1040
 OS1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1040.GEOID18 height accuracy estimate available here.
 OS1040
 OS1040.Click photographs - Photos may exist for this station.
 OS1040
 OS1040.The dynamic height is computed by dividing the NAVD 88
 OS1040.geopotential number by the normal gravity value computed on the
 OS1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1040.degrees latitude (g = 980.6199 gals.).
 OS1040
 OS1040.The modeled gravity was interpolated from observed gravity values.
 OS1040
 OS1040;                    North         East    Units  Estimated Accuracy
 OS1040;SPC SD S     -    98,720.      501,690.      MT  (+/- 180 meters Scaled)
 OS1040
 OS1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN934878(NAD 83)
 OS1040
 OS1040                          SUPERSEDED SURVEY CONTROL
 OS1040
 OS1040.No superseded survey control is available for this station.
 OS1040
 OS1040_MARKER: DB = BENCH MARK DISK
 OS1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1040_STAMPING: 18-159.50 1993
 OS1040_MARK LOGO: SDDT
 OS1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1040+STABILITY: SURFACE MOTION
 OS1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1040+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1040
 OS1040  HISTORY     - Date     Condition        Report By
 OS1040  HISTORY     - 1993     MONUMENTED       SDDT
 OS1040  HISTORY     - 19930929 GOOD             NGS
 OS1040  HISTORY     - 20121205 GOOD             INDIV
 OS1040
 OS1040                          STATION DESCRIPTION
 OS1040
 OS1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1040'17.1 KM (10.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1040'OF STATE HIGHWAY 73 IN MARTIN, 0.8 KM (0.50 MI) EAST OF MILEPOST 159,
 OS1040'30.8 M (101.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.9 M (81.7 FT)
 OS1040'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE
 OS1040'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 OS1040'FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 OS1040'SURFACE.
 OS1040
 OS1040                          STATION RECOVERY (2012)
 OS1040
 OS1040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1039 ***********************************************************************
 OS1039  DESIGNATION -  18 160.00
 OS1039  PID         -  OS1039
 OS1039  STATE/COUNTY-  SD/BENNETT
 OS1039  COUNTRY     -  US
 OS1039  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1039
 OS1039                         *CURRENT SURVEY CONTROL
 OS1039  ______________________________________________________________________
 OS1039* NAD 83(1986) POSITION- 43 12 55.     (N) 101 32 02.     (W)   SCALED
 OS1039* NAVD 88 ORTHO HEIGHT -   922.981 (meters)     3028.15  (feet) ADJUSTED
 OS1039  ______________________________________________________________________
 OS1039  GEOID HEIGHT    -        -20.318 (meters)                     GEOID18
 OS1039  DYNAMIC HEIGHT  -        922.605 (meters)     3026.91  (feet) COMP
 OS1039  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 OS1039
 OS1039  VERT ORDER      -  FIRST     CLASS II
 OS1039
 OS1039.The horizontal coordinates were scaled from a map and have
 OS1039.an estimated accuracy of +/- 6 seconds.
 OS1039
 OS1039.The orthometric height was determined by differential leveling and
 OS1039.adjusted by the NATIONAL GEODETIC SURVEY
 OS1039.in June 1994.
 OS1039
 OS1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1039.GEOID18 height accuracy estimate available here.
 OS1039
 OS1039.Click photographs - Photos may exist for this station.
 OS1039
 OS1039.The dynamic height is computed by dividing the NAVD 88
 OS1039.geopotential number by the normal gravity value computed on the
 OS1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1039.degrees latitude (g = 980.6199 gals.).
 OS1039
 OS1039.The modeled gravity was interpolated from observed gravity values.
 OS1039
 OS1039;                    North         East    Units  Estimated Accuracy
 OS1039;SPC SD S     -    98,680.      502,460.      MT  (+/- 180 meters Scaled)
 OS1039
 OS1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN941878(NAD 83)
 OS1039
 OS1039                          SUPERSEDED SURVEY CONTROL
 OS1039
 OS1039.No superseded survey control is available for this station.
 OS1039
 OS1039_MARKER: Z = SEE DESCRIPTION
 OS1039_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS1039_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS1039_STAMPING: 18-160.00 1993
 OS1039_MARK LOGO: NGS
 OS1039_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1039_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS1039+STABILITY: POSITION/ELEVATION WELL
 OS1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1039+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1039_ROD/PIPE-DEPTH: 6.4 meters
 OS1039_SLEEVE-DEPTH  : 3.0 meters
 OS1039
 OS1039  HISTORY     - Date     Condition        Report By
 OS1039  HISTORY     - 1993     MONUMENTED       SDDT
 OS1039  HISTORY     - 19930929 GOOD             NGS
 OS1039  HISTORY     - 20121205 GOOD             INDIV
 OS1039
 OS1039                          STATION DESCRIPTION
 OS1039
 OS1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1039'17.8 KM (11.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1039'OF STATE HIGHWAY 73 IN MARTIN, 34.8 M (114.2 FT) WEST OF THE CENTER
 OS1039'OF A FIELD ENTRANCE, 30.3 M (99.4 FT) SOUTH OF THE HIGHWAY
 OS1039'CENTERLINE, 21.4 M (70.2 FT) SOUTHWEST OF MILEPOST 160, 3.0 M (9.8
 OS1039'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS
 OS1039'POST AND FENCE, AND 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST.
 OS1039'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OS1039'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OS1039'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS1039'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OS1039
 OS1039                          STATION RECOVERY (2012)
 OS1039
 OS1039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1038 ***********************************************************************
 OS1038  DESIGNATION -  18 160.50
 OS1038  PID         -  OS1038
 OS1038  STATE/COUNTY-  SD/BENNETT
 OS1038  COUNTRY     -  US
 OS1038  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1038
 OS1038                         *CURRENT SURVEY CONTROL
 OS1038  ______________________________________________________________________
 OS1038* NAD 83(1986) POSITION- 43 12 55.84   (N) 101 31 22.76   (W)   HD_HELD1
 OS1038* NAVD 88 ORTHO HEIGHT -   921.084 (meters)     3021.92  (feet) ADJUSTED
 OS1038  ______________________________________________________________________
 OS1038  GEOID HEIGHT    -        -20.349 (meters)                     GEOID18
 OS1038  DYNAMIC HEIGHT  -        920.709 (meters)     3020.69  (feet) COMP
 OS1038  MODELED GRAVITY -    980,181.0   (mgal)                       NAVD 88
 OS1038
 OS1038  VERT ORDER      -  FIRST     CLASS II
 OS1038
 OS1038.The horizontal coordinates were determined by differentially corrected
 OS1038.hand held GPS observations or other comparable positioning techniques
 OS1038.and have an estimated accuracy of +/- 3 meters.
 OS1038
 OS1038.The orthometric height was determined by differential leveling and
 OS1038.adjusted by the NATIONAL GEODETIC SURVEY
 OS1038.in June 1994.
 OS1038
 OS1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1038.GEOID18 height accuracy estimate available here.
 OS1038
 OS1038.Click photographs - Photos may exist for this station.
 OS1038
 OS1038.The dynamic height is computed by dividing the NAVD 88
 OS1038.geopotential number by the normal gravity value computed on the
 OS1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1038.degrees latitude (g = 980.6199 gals.).
 OS1038
 OS1038.The modeled gravity was interpolated from observed gravity values.
 OS1038
 OS1038;                    North         East    Units  Estimated Accuracy
 OS1038;SPC SD S     -    98,694.3     503,344.0     MT  (+/- 3 meters HH1 GPS) 
 OS1038
 OS1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9507187837(NAD 83)
 OS1038
 OS1038                          SUPERSEDED SURVEY CONTROL
 OS1038
 OS1038.No superseded survey control is available for this station.
 OS1038
 OS1038_MARKER: DB = BENCH MARK DISK
 OS1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1038_STAMPING: 18-160.50 1993
 OS1038_MARK LOGO: SDDT
 OS1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1038+STABILITY: SURFACE MOTION
 OS1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1038+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1038
 OS1038  HISTORY     - Date     Condition        Report By
 OS1038  HISTORY     - 1993     MONUMENTED       SDDT
 OS1038  HISTORY     - 19930929 GOOD             NGS
 OS1038  HISTORY     - 20121205 GOOD             INDIV
 OS1038
 OS1038                          STATION DESCRIPTION
 OS1038
 OS1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1038'18.7 KM (11.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1038'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) EAST OF MILEPOST 160,
 OS1038'31.3 M (102.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 30.6 M
 OS1038'(100.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE
 OS1038'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND
 OS1038'FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OS1038'SURFACE.
 OS1038
 OS1038                          STATION RECOVERY (2012)
 OS1038
 OS1038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1036 ***********************************************************************
 OS1036  DESIGNATION -  18 162.05
 OS1036  PID         -  OS1036
 OS1036  STATE/COUNTY-  SD/BENNETT
 OS1036  COUNTRY     -  US
 OS1036  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1036
 OS1036                         *CURRENT SURVEY CONTROL
 OS1036  ______________________________________________________________________
 OS1036* NAD 83(1986) POSITION- 43 12 56.     (N) 101 30 15.     (W)   SCALED
 OS1036* NAVD 88 ORTHO HEIGHT -   911.091 (meters)     2989.14  (feet) ADJUSTED
 OS1036  ______________________________________________________________________
 OS1036  GEOID HEIGHT    -        -20.400 (meters)                     GEOID18
 OS1036  DYNAMIC HEIGHT  -        910.719 (meters)     2987.92  (feet) COMP
 OS1036  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 OS1036
 OS1036  VERT ORDER      -  FIRST     CLASS II
 OS1036
 OS1036.The horizontal coordinates were scaled from a map and have
 OS1036.an estimated accuracy of +/- 6 seconds.
 OS1036
 OS1036.The orthometric height was determined by differential leveling and
 OS1036.adjusted by the NATIONAL GEODETIC SURVEY
 OS1036.in June 1994.
 OS1036
 OS1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1036.GEOID18 height accuracy estimate available here.
 OS1036
 OS1036.Click photographs - Photos may exist for this station.
 OS1036
 OS1036.The dynamic height is computed by dividing the NAVD 88
 OS1036.geopotential number by the normal gravity value computed on the
 OS1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1036.degrees latitude (g = 980.6199 gals.).
 OS1036
 OS1036.The modeled gravity was interpolated from observed gravity values.
 OS1036
 OS1036;                    North         East    Units  Estimated Accuracy
 OS1036;SPC SD S     -    98,680.      504,870.      MT  (+/- 180 meters Scaled)
 OS1036
 OS1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN966877(NAD 83)
 OS1036
 OS1036                          SUPERSEDED SURVEY CONTROL
 OS1036
 OS1036.No superseded survey control is available for this station.
 OS1036
 OS1036_MARKER: DB = BENCH MARK DISK
 OS1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1036_STAMPING: 18-162.05 1993
 OS1036_MARK LOGO: SDDT
 OS1036_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1036+STABILITY: SURFACE MOTION
 OS1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1036+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1036
 OS1036  HISTORY     - Date     Condition        Report By
 OS1036  HISTORY     - 1993     MONUMENTED       SDDT
 OS1036  HISTORY     - 19930929 GOOD             NGS
 OS1036  HISTORY     - 20121205 GOOD             INDIV
 OS1036
 OS1036                          STATION DESCRIPTION
 OS1036
 OS1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1036'20.2 KM (12.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1036'OF STATE HIGHWAY 73 IN MARTIN, 64.1 M (210.3 FT) NORTHEAST OF
 OS1036'MILEPOST 162, 30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M
 OS1036'(1.6 FT) SOUTH OF THE EAST END OF 3 BRACED FENCE POSTS AND A WITNESS
 OS1036'POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 OS1036'IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OS1036
 OS1036                          STATION RECOVERY (2012)
 OS1036
 OS1036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1035 ***********************************************************************
 OS1035  DESIGNATION -  18 162.55
 OS1035  PID         -  OS1035
 OS1035  STATE/COUNTY-  SD/BENNETT
 OS1035  COUNTRY     -  US
 OS1035  USGS QUAD   -  TUTHILL (2017)
 OS1035
 OS1035                         *CURRENT SURVEY CONTROL
 OS1035  ______________________________________________________________________
 OS1035* NAD 83(1986) POSITION- 43 12 52.     (N) 101 29 41.     (W)   SCALED
 OS1035* NAVD 88 ORTHO HEIGHT -   913.513 (meters)     2997.08  (feet) ADJUSTED
 OS1035  ______________________________________________________________________
 OS1035  GEOID HEIGHT    -        -20.422 (meters)                     GEOID18
 OS1035  DYNAMIC HEIGHT  -        913.140 (meters)     2995.86  (feet) COMP
 OS1035  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 OS1035
 OS1035  VERT ORDER      -  FIRST     CLASS II
 OS1035
 OS1035.The horizontal coordinates were scaled from a map and have
 OS1035.an estimated accuracy of +/- 6 seconds.
 OS1035
 OS1035.The orthometric height was determined by differential leveling and
 OS1035.adjusted by the NATIONAL GEODETIC SURVEY
 OS1035.in June 1994.
 OS1035
 OS1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1035.GEOID18 height accuracy estimate available here.
 OS1035
 OS1035.Click photographs - Photos may exist for this station.
 OS1035
 OS1035.The dynamic height is computed by dividing the NAVD 88
 OS1035.geopotential number by the normal gravity value computed on the
 OS1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1035.degrees latitude (g = 980.6199 gals.).
 OS1035
 OS1035.The modeled gravity was interpolated from observed gravity values.
 OS1035
 OS1035;                    North         East    Units  Estimated Accuracy
 OS1035;SPC SD S     -    98,540.      505,640.      MT  (+/- 180 meters Scaled)
 OS1035
 OS1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN973876(NAD 83)
 OS1035
 OS1035                          SUPERSEDED SURVEY CONTROL
 OS1035
 OS1035.No superseded survey control is available for this station.
 OS1035
 OS1035_MARKER: DB = BENCH MARK DISK
 OS1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1035_STAMPING: 18-162.55 1993
 OS1035_MARK LOGO: SDDT
 OS1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1035+STABILITY: SURFACE MOTION
 OS1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1035+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1035
 OS1035  HISTORY     - Date     Condition        Report By
 OS1035  HISTORY     - 1993     MONUMENTED       SDDT
 OS1035  HISTORY     - 19930929 GOOD             NGS
 OS1035  HISTORY     - 20121205 GOOD             INDIV
 OS1035
 OS1035                          STATION DESCRIPTION
 OS1035
 OS1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1035'21.0 KM (13.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1035'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) EAST OF MILEPOST 162,
 OS1035'15.3 M (50.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT)
 OS1035'EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 1.0 M (3.3 FT) EAST
 OS1035'OF A FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 OS1035'M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT
 OS1035'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1035
 OS1035                          STATION RECOVERY (2012)
 OS1035
 OS1035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1034 ***********************************************************************
 OS1034  DESIGNATION -  18 163.55
 OS1034  PID         -  OS1034
 OS1034  STATE/COUNTY-  SD/BENNETT
 OS1034  COUNTRY     -  US
 OS1034  USGS QUAD   -  TUTHILL (2017)
 OS1034
 OS1034                         *CURRENT SURVEY CONTROL
 OS1034  ______________________________________________________________________
 OS1034* NAD 83(1986) POSITION- 43 12 52.     (N) 101 28 28.     (W)   SCALED
 OS1034* NAVD 88 ORTHO HEIGHT -   903.363 (meters)     2963.78  (feet) ADJUSTED
 OS1034  ______________________________________________________________________
 OS1034  GEOID HEIGHT    -        -20.476 (meters)                     GEOID18
 OS1034  DYNAMIC HEIGHT  -        902.995 (meters)     2962.58  (feet) COMP
 OS1034  MODELED GRAVITY -    980,182.2   (mgal)                       NAVD 88
 OS1034
 OS1034  VERT ORDER      -  FIRST     CLASS II
 OS1034
 OS1034.The horizontal coordinates were scaled from a map and have
 OS1034.an estimated accuracy of +/- 6 seconds.
 OS1034
 OS1034.The orthometric height was determined by differential leveling and
 OS1034.adjusted by the NATIONAL GEODETIC SURVEY
 OS1034.in June 1994.
 OS1034
 OS1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1034.GEOID18 height accuracy estimate available here.
 OS1034
 OS1034.Click photographs - Photos may exist for this station.
 OS1034
 OS1034.The dynamic height is computed by dividing the NAVD 88
 OS1034.geopotential number by the normal gravity value computed on the
 OS1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1034.degrees latitude (g = 980.6199 gals.).
 OS1034
 OS1034.The modeled gravity was interpolated from observed gravity values.
 OS1034
 OS1034;                    North         East    Units  Estimated Accuracy
 OS1034;SPC SD S     -    98,520.      507,290.      MT  (+/- 180 meters Scaled)
 OS1034
 OS1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN990876(NAD 83)
 OS1034
 OS1034                          SUPERSEDED SURVEY CONTROL
 OS1034
 OS1034.No superseded survey control is available for this station.
 OS1034
 OS1034_MARKER: DB = BENCH MARK DISK
 OS1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1034_STAMPING: 18-163.55 1993
 OS1034_MARK LOGO: SDDT
 OS1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1034+STABILITY: SURFACE MOTION
 OS1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1034+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 OS1034
 OS1034  HISTORY     - Date     Condition        Report By
 OS1034  HISTORY     - 1993     MONUMENTED       SDDT
 OS1034  HISTORY     - 19930929 GOOD             NGS
 OS1034  HISTORY     - 20121205 GOOD             INDIV
 OS1034
 OS1034                          STATION DESCRIPTION
 OS1034
 OS1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1034'22.7 KM (14.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1034'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) EAST OF MILEPOST 163,
 OS1034'15.4 M (50.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 OS1034'EAST OF THE CENTER OF TRACK ROAD LEADING SOUTH, 0.3 M (1.0 FT) BELOW
 OS1034'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 OS1034'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OS1034'SURFACE.
 OS1034
 OS1034                          STATION RECOVERY (2012)
 OS1034
 OS1034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1033 ***********************************************************************
 OS1033  DESIGNATION -  18 164.55
 OS1033  PID         -  OS1033
 OS1033  STATE/COUNTY-  SD/BENNETT
 OS1033  COUNTRY     -  US
 OS1033  USGS QUAD   -  TUTHILL (2017)
 OS1033
 OS1033                         *CURRENT SURVEY CONTROL
 OS1033  ______________________________________________________________________
 OS1033* NAD 83(1986) POSITION- 43 12 51.     (N) 101 27 20.     (W)   SCALED
 OS1033* NAVD 88 ORTHO HEIGHT -   901.410 (meters)     2957.38  (feet) ADJUSTED
 OS1033  ______________________________________________________________________
 OS1033  GEOID HEIGHT    -        -20.524 (meters)                     GEOID18
 OS1033  DYNAMIC HEIGHT  -        901.044 (meters)     2956.18  (feet) COMP
 OS1033  MODELED GRAVITY -    980,182.7   (mgal)                       NAVD 88
 OS1033
 OS1033  VERT ORDER      -  FIRST     CLASS II
 OS1033
 OS1033.The horizontal coordinates were scaled from a map and have
 OS1033.an estimated accuracy of +/- 6 seconds.
 OS1033
 OS1033.The orthometric height was determined by differential leveling and
 OS1033.adjusted by the NATIONAL GEODETIC SURVEY
 OS1033.in June 1994.
 OS1033
 OS1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1033.GEOID18 height accuracy estimate available here.
 OS1033
 OS1033.Click photographs - Photos may exist for this station.
 OS1033
 OS1033.The dynamic height is computed by dividing the NAVD 88
 OS1033.geopotential number by the normal gravity value computed on the
 OS1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1033.degrees latitude (g = 980.6199 gals.).
 OS1033
 OS1033.The modeled gravity was interpolated from observed gravity values.
 OS1033
 OS1033;                    North         East    Units  Estimated Accuracy
 OS1033;SPC SD S     -    98,470.      508,820.      MT  (+/- 180 meters Scaled)
 OS1033
 OS1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN005875(NAD 83)
 OS1033
 OS1033                          SUPERSEDED SURVEY CONTROL
 OS1033
 OS1033.No superseded survey control is available for this station.
 OS1033
 OS1033_MARKER: I = METAL ROD
 OS1033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS1033_STAMPING: 18-164.55 1993
 OS1033_MARK LOGO: NGS
 OS1033_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1033_MAGNETIC: I = MARKER IS A STEEL ROD
 OS1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1033+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1033_ROD/PIPE-DEPTH: 15.8 meters
 OS1033_SLEEVE-DEPTH  : 1.5 meters
 OS1033
 OS1033  HISTORY     - Date     Condition        Report By
 OS1033  HISTORY     - 1993     MONUMENTED       SDDT
 OS1033  HISTORY     - 19930919 GOOD             NGS
 OS1033  HISTORY     - 20121206 GOOD             INDIV
 OS1033
 OS1033                          STATION DESCRIPTION
 OS1033
 OS1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1033'24.3 KM (15.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1033'OF STATE HIGHWAY 17 IN MARTIN, 838.0 M (2749.3 FT) EAST OF MILEPOST
 OS1033'164, 15.6 M (51.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0
 OS1033'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE
 OS1033'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 OS1033'FENCE, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.  NOTE--ACCESS
 OS1033'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 OS1033'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS1033
 OS1033                          STATION RECOVERY (2012)
 OS1033
 OS1033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1032 ***********************************************************************
 OS1032  DESIGNATION -  18 165.55
 OS1032  PID         -  OS1032
 OS1032  STATE/COUNTY-  SD/BENNETT
 OS1032  COUNTRY     -  US
 OS1032  USGS QUAD   -  TUTHILL (2017)
 OS1032
 OS1032                         *CURRENT SURVEY CONTROL
 OS1032  ______________________________________________________________________
 OS1032* NAD 83(1986) POSITION- 43 12 51.     (N) 101 26 14.     (W)   SCALED
 OS1032* NAVD 88 ORTHO HEIGHT -   905.445 (meters)     2970.61  (feet) ADJUSTED
 OS1032  ______________________________________________________________________
 OS1032  GEOID HEIGHT    -        -20.571 (meters)                     GEOID18
 OS1032  DYNAMIC HEIGHT  -        905.077 (meters)     2969.41  (feet) COMP
 OS1032  MODELED GRAVITY -    980,183.1   (mgal)                       NAVD 88
 OS1032
 OS1032  VERT ORDER      -  FIRST     CLASS II
 OS1032
 OS1032.The horizontal coordinates were scaled from a map and have
 OS1032.an estimated accuracy of +/- 6 seconds.
 OS1032
 OS1032.The orthometric height was determined by differential leveling and
 OS1032.adjusted by the NATIONAL GEODETIC SURVEY
 OS1032.in June 1994.
 OS1032
 OS1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1032.GEOID18 height accuracy estimate available here.
 OS1032
 OS1032.Click photographs - Photos may exist for this station.
 OS1032
 OS1032.The dynamic height is computed by dividing the NAVD 88
 OS1032.geopotential number by the normal gravity value computed on the
 OS1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1032.degrees latitude (g = 980.6199 gals.).
 OS1032
 OS1032.The modeled gravity was interpolated from observed gravity values.
 OS1032
 OS1032;                    North         East    Units  Estimated Accuracy
 OS1032;SPC SD S     -    98,450.      510,310.      MT  (+/- 180 meters Scaled)
 OS1032
 OS1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN020874(NAD 83)
 OS1032
 OS1032                          SUPERSEDED SURVEY CONTROL
 OS1032
 OS1032.No superseded survey control is available for this station.
 OS1032
 OS1032_MARKER: Z = SEE DESCRIPTION
 OS1032_SETTING: 0 = UNSPECIFIED SETTING
 OS1032_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS1032_STAMPING: 18-165.55 1993
 OS1032_MARK LOGO: NGS
 OS1032_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1032+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1032_ROD/PIPE-DEPTH: 6.4 meters
 OS1032_SLEEVE-DEPTH  : 3.0 meters
 OS1032
 OS1032  HISTORY     - Date     Condition        Report By
 OS1032  HISTORY     - 1993     MONUMENTED       SDDT
 OS1032  HISTORY     - 19930919 GOOD             NGS
 OS1032  HISTORY     - 20121206 GOOD             INDIV
 OS1032
 OS1032                          STATION DESCRIPTION
 OS1032
 OS1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1032'25.9 KM (16.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1032'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) EAST OF MILEPOST 165,
 OS1032'22.6 M (74.1 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH,
 OS1032'15.1 M (49.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT)
 OS1032'NORTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 OS1032'M (1.0 FT) NORTH OF A WITNESS POST, AND 0.2 M (0.7 FT) SOUTH OF A
 OS1032'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OS1032'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OS1032'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OS1032'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS1032
 OS1032                          STATION RECOVERY (2012)
 OS1032
 OS1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1031 ***********************************************************************
 OS1031  DESIGNATION -  18 166.55
 OS1031  PID         -  OS1031
 OS1031  STATE/COUNTY-  SD/BENNETT
 OS1031  COUNTRY     -  US
 OS1031  USGS QUAD   -  TUTHILL (2017)
 OS1031
 OS1031                         *CURRENT SURVEY CONTROL
 OS1031  ______________________________________________________________________
 OS1031* NAD 83(1986) POSITION- 43 12 51.     (N) 101 24 58.     (W)   SCALED
 OS1031* NAVD 88 ORTHO HEIGHT -   916.852 (meters)     3008.04  (feet) ADJUSTED
 OS1031  ______________________________________________________________________
 OS1031  GEOID HEIGHT    -        -20.623 (meters)                     GEOID18
 OS1031  DYNAMIC HEIGHT  -        916.480 (meters)     3006.82  (feet) COMP
 OS1031  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 OS1031
 OS1031  VERT ORDER      -  FIRST     CLASS II
 OS1031
 OS1031.The horizontal coordinates were scaled from a map and have
 OS1031.an estimated accuracy of +/- 6 seconds.
 OS1031
 OS1031.The orthometric height was determined by differential leveling and
 OS1031.adjusted by the NATIONAL GEODETIC SURVEY
 OS1031.in June 1994.
 OS1031
 OS1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1031.GEOID18 height accuracy estimate available here.
 OS1031
 OS1031.Click photographs - Photos may exist for this station.
 OS1031
 OS1031.The dynamic height is computed by dividing the NAVD 88
 OS1031.geopotential number by the normal gravity value computed on the
 OS1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1031.degrees latitude (g = 980.6199 gals.).
 OS1031
 OS1031.The modeled gravity was interpolated from observed gravity values.
 OS1031
 OS1031;                    North         East    Units  Estimated Accuracy
 OS1031;SPC SD S     -    98,430.      512,030.      MT  (+/- 180 meters Scaled)
 OS1031
 OS1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN037874(NAD 83)
 OS1031
 OS1031                          SUPERSEDED SURVEY CONTROL
 OS1031
 OS1031.No superseded survey control is available for this station.
 OS1031
 OS1031_MARKER: DB = BENCH MARK DISK
 OS1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1031_STAMPING: 18-166.55 1993
 OS1031_MARK LOGO: SDDT
 OS1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1031+STABILITY: SURFACE MOTION
 OS1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1031+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1031
 OS1031  HISTORY     - Date     Condition        Report By
 OS1031  HISTORY     - 1993     MONUMENTED       SDDT
 OS1031  HISTORY     - 19930929 GOOD             NGS
 OS1031  HISTORY     - 20121206 GOOD             INDIV
 OS1031
 OS1031                          STATION DESCRIPTION
 OS1031
 OS1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1031'27.5 KM (17.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1031'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) EAST OF MILEPOST 166,
 OS1031'17.0 M (55.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.2 M (56.4 FT)
 OS1031'EAST OF THE CENTER OF TRACK ROAD LEADING SOUTH, 0.3 M (1.0 FT) BELOW
 OS1031'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 OS1031'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OS1031'SURFACE.
 OS1031
 OS1031                          STATION RECOVERY (2012)
 OS1031
 OS1031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1030 ***********************************************************************
 OS1030  DESIGNATION -  18 167.55
 OS1030  PID         -  OS1030
 OS1030  STATE/COUNTY-  SD/BENNETT
 OS1030  COUNTRY     -  US
 OS1030  USGS QUAD   -  TUTHILL (2017)
 OS1030
 OS1030                         *CURRENT SURVEY CONTROL
 OS1030  ______________________________________________________________________
 OS1030* NAD 83(1986) POSITION- 43 12 52.     (N) 101 23 46.     (W)   SCALED
 OS1030* NAVD 88 ORTHO HEIGHT -   909.843 (meters)     2985.04  (feet) ADJUSTED
 OS1030  ______________________________________________________________________
 OS1030  GEOID HEIGHT    -        -20.674 (meters)                     GEOID18
 OS1030  DYNAMIC HEIGHT  -        909.473 (meters)     2983.83  (feet) COMP
 OS1030  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 OS1030
 OS1030  VERT ORDER      -  FIRST     CLASS II
 OS1030
 OS1030.The horizontal coordinates were scaled from a map and have
 OS1030.an estimated accuracy of +/- 6 seconds.
 OS1030
 OS1030.The orthometric height was determined by differential leveling and
 OS1030.adjusted by the NATIONAL GEODETIC SURVEY
 OS1030.in June 1994.
 OS1030
 OS1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1030.GEOID18 height accuracy estimate available here.
 OS1030
 OS1030.Click photographs - Photos may exist for this station.
 OS1030
 OS1030.The dynamic height is computed by dividing the NAVD 88
 OS1030.geopotential number by the normal gravity value computed on the
 OS1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1030.degrees latitude (g = 980.6199 gals.).
 OS1030
 OS1030.The modeled gravity was interpolated from observed gravity values.
 OS1030
 OS1030;                    North         East    Units  Estimated Accuracy
 OS1030;SPC SD S     -    98,440.      513,650.      MT  (+/- 180 meters Scaled)
 OS1030
 OS1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN053874(NAD 83)
 OS1030
 OS1030                          SUPERSEDED SURVEY CONTROL
 OS1030
 OS1030.No superseded survey control is available for this station.
 OS1030
 OS1030_MARKER: DB = BENCH MARK DISK
 OS1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1030_STAMPING: 18-167.55 1993
 OS1030_MARK LOGO: SDDT
 OS1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1030+STABILITY: SURFACE MOTION
 OS1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1030+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1030
 OS1030  HISTORY     - Date     Condition        Report By
 OS1030  HISTORY     - 1993     MONUMENTED       SDDT
 OS1030  HISTORY     - 19930929 GOOD             NGS
 OS1030  HISTORY     - 20121206 GOOD             INDIV
 OS1030
 OS1030                          STATION DESCRIPTION
 OS1030
 OS1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1030'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1030'OF STATE HIGHWAY 73 IN MARTIN, 0.8 KM (0.50 MI) EAST OF MILEPOST 167,
 OS1030'17.7 M (58.1 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH,
 OS1030'14.8 M (48.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT)
 OS1030'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OS1030'POST AND FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW
 OS1030'THE GROUND SURFACE.
 OS1030
 OS1030                          STATION RECOVERY (2012)
 OS1030
 OS1030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1029 ***********************************************************************
 OS1029  DESIGNATION -  18 168.55
 OS1029  PID         -  OS1029
 OS1029  STATE/COUNTY-  SD/BENNETT
 OS1029  COUNTRY     -  US
 OS1029  USGS QUAD   -  TUTHILL (2017)
 OS1029
 OS1029                         *CURRENT SURVEY CONTROL
 OS1029  ______________________________________________________________________
 OS1029* NAD 83(1986) POSITION- 43 12 52.     (N) 101 22 29.     (W)   SCALED
 OS1029* NAVD 88 ORTHO HEIGHT -   905.363 (meters)     2970.35  (feet) ADJUSTED
 OS1029  ______________________________________________________________________
 OS1029  GEOID HEIGHT    -        -20.726 (meters)                     GEOID18
 OS1029  DYNAMIC HEIGHT  -        904.995 (meters)     2969.14  (feet) COMP
 OS1029  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 OS1029
 OS1029  VERT ORDER      -  FIRST     CLASS II
 OS1029
 OS1029.The horizontal coordinates were scaled from a map and have
 OS1029.an estimated accuracy of +/- 6 seconds.
 OS1029
 OS1029.The orthometric height was determined by differential leveling and
 OS1029.adjusted by the NATIONAL GEODETIC SURVEY
 OS1029.in June 1994.
 OS1029
 OS1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1029.GEOID18 height accuracy estimate available here.
 OS1029
 OS1029.Click photographs - Photos may exist for this station.
 OS1029
 OS1029.The dynamic height is computed by dividing the NAVD 88
 OS1029.geopotential number by the normal gravity value computed on the
 OS1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1029.degrees latitude (g = 980.6199 gals.).
 OS1029
 OS1029.The modeled gravity was interpolated from observed gravity values.
 OS1029
 OS1029;                    North         East    Units  Estimated Accuracy
 OS1029;SPC SD S     -    98,410.      515,390.      MT  (+/- 180 meters Scaled)
 OS1029
 OS1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN071873(NAD 83)
 OS1029
 OS1029                          SUPERSEDED SURVEY CONTROL
 OS1029
 OS1029.No superseded survey control is available for this station.
 OS1029
 OS1029_MARKER: DB = BENCH MARK DISK
 OS1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1029_STAMPING: 18-168.55 1993
 OS1029_MARK LOGO: SDDT
 OS1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1029+STABILITY: SURFACE MOTION
 OS1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1029+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1029
 OS1029  HISTORY     - Date     Condition        Report By
 OS1029  HISTORY     - 1993     MONUMENTED       SDDT
 OS1029  HISTORY     - 19930929 GOOD             NGS
 OS1029  HISTORY     - 20121206 GOOD             INDIV
 OS1029
 OS1029                          STATION DESCRIPTION
 OS1029
 OS1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1029'30.8 KM (19.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1029'OF STATE HIGHWAY 73 IN MARTIN, 0.9 KM (0.55 MI) EAST OF MILEPOST 168,
 OS1029'20.6 M (67.6 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH,
 OS1029'17.7 M (58.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 OS1029'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OS1029'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1029'GROUND SURFACE.
 OS1029
 OS1029                          STATION RECOVERY (2012)
 OS1029
 OS1029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1028 ***********************************************************************
 OS1028  DESIGNATION -  18 169.50
 OS1028  PID         -  OS1028
 OS1028  STATE/COUNTY-  SD/BENNETT
 OS1028  COUNTRY     -  US
 OS1028  USGS QUAD   -  HARRINGTON (2017)
 OS1028
 OS1028                         *CURRENT SURVEY CONTROL
 OS1028  ______________________________________________________________________
 OS1028* NAD 83(1986) POSITION- 43 12 53.     (N) 101 21 18.     (W)   SCALED
 OS1028* NAVD 88 ORTHO HEIGHT -   922.861 (meters)     3027.75  (feet) ADJUSTED
 OS1028  ______________________________________________________________________
 OS1028  GEOID HEIGHT    -        -20.774 (meters)                     GEOID18
 OS1028  DYNAMIC HEIGHT  -        922.486 (meters)     3026.52  (feet) COMP
 OS1028  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 OS1028
 OS1028  VERT ORDER      -  FIRST     CLASS II
 OS1028
 OS1028.The horizontal coordinates were scaled from a map and have
 OS1028.an estimated accuracy of +/- 6 seconds.
 OS1028
 OS1028.The orthometric height was determined by differential leveling and
 OS1028.adjusted by the NATIONAL GEODETIC SURVEY
 OS1028.in June 1994.
 OS1028
 OS1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1028.GEOID18 height accuracy estimate available here.
 OS1028
 OS1028.Click photographs - Photos may exist for this station.
 OS1028
 OS1028.The dynamic height is computed by dividing the NAVD 88
 OS1028.geopotential number by the normal gravity value computed on the
 OS1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1028.degrees latitude (g = 980.6199 gals.).
 OS1028
 OS1028.The modeled gravity was interpolated from observed gravity values.
 OS1028
 OS1028;                    North         East    Units  Estimated Accuracy
 OS1028;SPC SD S     -    98,430.      516,990.      MT  (+/- 180 meters Scaled)
 OS1028
 OS1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN087873(NAD 83)
 OS1028
 OS1028                          SUPERSEDED SURVEY CONTROL
 OS1028
 OS1028.No superseded survey control is available for this station.
 OS1028
 OS1028_MARKER: DB = BENCH MARK DISK
 OS1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1028_STAMPING: 18-169.50 1993
 OS1028_MARK LOGO: SDDT
 OS1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1028+STABILITY: SURFACE MOTION
 OS1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1028+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1028
 OS1028  HISTORY     - Date     Condition        Report By
 OS1028  HISTORY     - 1993     MONUMENTED       SDDT
 OS1028  HISTORY     - 19930929 GOOD             NGS
 OS1028  HISTORY     - 20121206 GOOD             INDIV
 OS1028
 OS1028                          STATION DESCRIPTION
 OS1028
 OS1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1028'32.3 KM (20.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1028'OF STATE HIGHWAY 73 IN MARTIN, 0.8 KM (0.50 MI) EAST OF MILEPOST 169,
 OS1028'25.0 M (82.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.3 M (79.7 FT)
 OS1028'WEST OF A UTILITY POLE WITH A GUY CABLE, 2.5 M (8.2 FT) BELOW THE
 OS1028'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OS1028'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OS1028'SURFACE.
 OS1028
 OS1028                          STATION RECOVERY (2012)
 OS1028
 OS1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1027 ***********************************************************************
 OS1027  CBN         -  This is a Cooperative Base Network Control Station.
 OS1027  DESIGNATION -  18 170.50
 OS1027  PID         -  OS1027
 OS1027  STATE/COUNTY-  SD/BENNETT
 OS1027  COUNTRY     -  US
 OS1027  USGS QUAD   -  HARRINGTON (2017)
 OS1027
 OS1027                         *CURRENT SURVEY CONTROL
 OS1027  ______________________________________________________________________
 OS1027* NAD 83(2011) POSITION- 43 12 54.38073(N) 101 20 10.01161(W)   ADJUSTED
 OS1027* NAD 83(2011) ELLIP HT-   902.875 (meters)        (06/27/12)   ADJUSTED
 OS1027* NAD 83(2011) EPOCH   -  2010.00
 OS1027* NAVD 88 ORTHO HEIGHT -   923.696 (meters)     3030.49  (feet) ADJUSTED
 OS1027  ______________________________________________________________________
 OS1027  GEOID HEIGHT    -        -20.821 (meters)                     GEOID18
 OS1027  NAD 83(2011) X  -   -915,258.100 (meters)                     COMP
 OS1027  NAD 83(2011) Y  - -4,565,441.151 (meters)                     COMP
 OS1027  NAD 83(2011) Z  -  4,345,566.619 (meters)                     COMP
 OS1027  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 OS1027  DYNAMIC HEIGHT  -        923.321 (meters)     3029.26  (feet) COMP
 OS1027  MODELED GRAVITY -    980,182.6   (mgal)                       NAVD 88
 OS1027
 OS1027  VERT ORDER      -  FIRST     CLASS II
 OS1027
 OS1027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS1027  Standards:
 OS1027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS1027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS1027  -------------------------------------------------------------------
 OS1027  NETWORK    1.15   3.47           0.54   0.37   1.77     -0.04214255
 OS1027  -------------------------------------------------------------------
 OS1027  Click here for local accuracies and other accuracy information.
 OS1027
 OS1027.The horizontal coordinates were established by GPS observations
 OS1027.and adjusted by the National Geodetic Survey in June 2012.
 OS1027
 OS1027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS1027.been affixed to the stable North American tectonic plate. See 
 OS1027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS1027
 OS1027.The horizontal coordinates are valid at the epoch date displayed above
 OS1027.which is a decimal equivalence of Year/Month/Day.
 OS1027
 OS1027.The orthometric height was determined by differential leveling and
 OS1027.adjusted by the NATIONAL GEODETIC SURVEY
 OS1027.in June 1994.
 OS1027
 OS1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1027.GEOID18 height accuracy estimate available here.
 OS1027
 OS1027.Click photographs - Photos may exist for this station.
 OS1027
 OS1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS1027
 OS1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS1027
 OS1027.The ellipsoidal height was determined by GPS observations
 OS1027.and is referenced to NAD 83.
 OS1027
 OS1027.The dynamic height is computed by dividing the NAVD 88
 OS1027.geopotential number by the normal gravity value computed on the
 OS1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1027.degrees latitude (g = 980.6199 gals.).
 OS1027
 OS1027.The modeled gravity was interpolated from observed gravity values.
 OS1027
 OS1027. The following values were computed from the NAD 83(2011) position.
 OS1027
 OS1027;                    North         East     Units Scale Factor Converg.
 OS1027;SPC SD S     -    98,448.861   518,525.643   MT  0.99993150   -0 41 30.4
 OS1027;SPC SD S     -   322,994.30  1,701,196.21   sFT  0.99993150   -0 41 30.4
 OS1027;UTM  14      - 4,787,351.941   310,249.390   MT  1.00004293   -1 36 00.4
 OS1027
 OS1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS1027!SPC SD S     -   0.99985843  x   0.99993150  =   0.99978994
 OS1027!UTM  14      -   0.99985843  x   1.00004293  =   0.99990136
 OS1027
 OS1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1024987351(NAD 83)
 OS1027
 OS1027                          SUPERSEDED SURVEY CONTROL
 OS1027
 OS1027  NAD 83(2007)-  43 12 54.38064(N)    101 20 10.01276(W) AD(2002.00) 0
 OS1027  ELLIP H (02/10/07)  902.908  (m)                       GP(2002.00)    
 OS1027  ELLIP H (04/15/04)  902.883  (m)                       GP(       ) 2 1
 OS1027  NAD 83(1996)-  43 12 54.38012(N)    101 20 10.01276(W) AD(       ) B
 OS1027  ELLIP H (04/18/97)  902.921  (m)                       GP(       ) 4 1
 OS1027  NAVD 88             923.70   (m)         3030.5    (f) LEVELING    3  
 OS1027
 OS1027.Superseded values are not recommended for survey control.
 OS1027
 OS1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS1027.See file dsdata.pdf to determine how the superseded data were derived.
 OS1027
 OS1027_MARKER: Z = SEE DESCRIPTION
 OS1027_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS1027_STAMPING: 18-170.50 1993
 OS1027_MARK LOGO: NGS
 OS1027_PROJECTION: FLUSH
 OS1027_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1027+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1027_ROD/PIPE-DEPTH: 6.4 meters
 OS1027_SLEEVE-DEPTH  : 1.8 meters
 OS1027
 OS1027  HISTORY     - Date     Condition        Report By
 OS1027  HISTORY     - 1993     MONUMENTED       SDDT
 OS1027  HISTORY     - 19930919 GOOD             NGS
 OS1027  HISTORY     - 19960815 GOOD             NGS
 OS1027  HISTORY     - 20121206 GOOD             INDIV
 OS1027
 OS1027                          STATION DESCRIPTION
 OS1027
 OS1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1027'34.0 KM (21.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1027'OF STATE HIGHWAY 73 IN MARTIN, 0.8 KM (0.50 MI) EAST OF MILEPOST 170,
 OS1027'14.7 M (48.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.9 M (45.6 FT)
 OS1027'EAST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING SOUTH, 0.7 M (2.3
 OS1027'FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS1027'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A
 OS1027'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OS1027'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OS1027'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OS1027'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS1027
 OS1027                          STATION RECOVERY (1996)
 OS1027
 OS1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS1027'THE STATION IS LOCATED 2.2 MI (3.5 KM) EAST OF VETAL, ON U.S. HIGHWAY
 OS1027'18.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 OS1027'THE JUNCTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY 73 NORTH, 12.0 MI
 OS1027'(19.3 KM) EAST OF MARTIN, GO EAST ON U.S. HIGHWAY 18 FOR 6.9 MI (11.1
 OS1027'KM) TO THE VETAL VOLUNTEER FIRE DEPARTMENT ON THE LEFT, CONTINUE EAST
 OS1027'ON HIGHWAY 18 FOR 2.2 MILES (3.5 KM) TO A GRAVELED ROAD ON THE RIGHT
 OS1027'AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 OS1027'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 OS1027'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 29.1 M (95.5 FT) WEST OF
 OS1027'UNDERGROUND CABLE JUNCTION BOX NUMBER 3 CH 35, 14.7 M (48.2 FT) NORTH
 OS1027'OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OS1027'FENCE, AND 0.2 M (0.7 FT) NORTH OF A METAL GUARD POST.  NOTE--ACCESS
 OS1027'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 OS1027'CAP.
 OS1027
 OS1027                          STATION RECOVERY (2012)
 OS1027
 OS1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1026 ***********************************************************************
 OS1026  DESIGNATION -  18 171.60
 OS1026  PID         -  OS1026
 OS1026  STATE/COUNTY-  SD/BENNETT
 OS1026  COUNTRY     -  US
 OS1026  USGS QUAD   -  HARRINGTON (2017)
 OS1026
 OS1026                         *CURRENT SURVEY CONTROL
 OS1026  ______________________________________________________________________
 OS1026* NAD 83(1986) POSITION- 43 12 53.     (N) 101 18 56.     (W)   SCALED
 OS1026* NAVD 88 ORTHO HEIGHT -   947.397 (meters)     3108.25  (feet) ADJUSTED
 OS1026  ______________________________________________________________________
 OS1026  GEOID HEIGHT    -        -20.871 (meters)                     GEOID18
 OS1026  DYNAMIC HEIGHT  -        947.012 (meters)     3106.99  (feet) COMP
 OS1026  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 OS1026
 OS1026  VERT ORDER      -  FIRST     CLASS II
 OS1026
 OS1026.The horizontal coordinates were scaled from a map and have
 OS1026.an estimated accuracy of +/- 6 seconds.
 OS1026
 OS1026.The orthometric height was determined by differential leveling and
 OS1026.adjusted by the NATIONAL GEODETIC SURVEY
 OS1026.in June 1994.
 OS1026
 OS1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1026.GEOID18 height accuracy estimate available here.
 OS1026
 OS1026.Click photographs - Photos may exist for this station.
 OS1026
 OS1026.The dynamic height is computed by dividing the NAVD 88
 OS1026.geopotential number by the normal gravity value computed on the
 OS1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1026.degrees latitude (g = 980.6199 gals.).
 OS1026
 OS1026.The modeled gravity was interpolated from observed gravity values.
 OS1026
 OS1026;                    North         East    Units  Estimated Accuracy
 OS1026;SPC SD S     -    98,390.      520,200.      MT  (+/- 180 meters Scaled)
 OS1026
 OS1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN119872(NAD 83)
 OS1026
 OS1026                          SUPERSEDED SURVEY CONTROL
 OS1026
 OS1026.No superseded survey control is available for this station.
 OS1026
 OS1026_MARKER: DB = BENCH MARK DISK
 OS1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1026_STAMPING: 18-171.60 1993
 OS1026_MARK LOGO: SDDT
 OS1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1026+STABILITY: SURFACE MOTION
 OS1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1026+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1026
 OS1026  HISTORY     - Date     Condition        Report By
 OS1026  HISTORY     - 1993     MONUMENTED       SDDT
 OS1026  HISTORY     - 19930929 GOOD             NGS
 OS1026  HISTORY     - 20121206 GOOD             INDIV
 OS1026
 OS1026                          STATION DESCRIPTION
 OS1026
 OS1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1026'35.7 KM (22.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1026'OF STATE HIGHWAY 73 IN MARTIN, 1.0 KM (0.60 MI) EAST OF MILEPOST 171,
 OS1026'15.8 M (51.8 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.1
 OS1026'M (16.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT)
 OS1026'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M
 OS1026'(0.16 FT) ABOVE THE GROUND SURFACE.
 OS1026
 OS1026                          STATION RECOVERY (2012)
 OS1026
 OS1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1025 ***********************************************************************
 OS1025  DESIGNATION -  18 172.75
 OS1025  PID         -  OS1025
 OS1025  STATE/COUNTY-  SD/BENNETT
 OS1025  COUNTRY     -  US
 OS1025  USGS QUAD   -  HARRINGTON (2017)
 OS1025
 OS1025                         *CURRENT SURVEY CONTROL
 OS1025  ______________________________________________________________________
 OS1025* NAD 83(1986) POSITION- 43 12 53.     (N) 101 17 33.     (W)   SCALED
 OS1025* NAVD 88 ORTHO HEIGHT -   936.979 (meters)     3074.07  (feet) ADJUSTED
 OS1025  ______________________________________________________________________
 OS1025  GEOID HEIGHT    -        -20.931 (meters)                     GEOID18
 OS1025  DYNAMIC HEIGHT  -        936.597 (meters)     3072.82  (feet) COMP
 OS1025  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 OS1025
 OS1025  VERT ORDER      -  FIRST     CLASS II
 OS1025
 OS1025.The horizontal coordinates were scaled from a map and have
 OS1025.an estimated accuracy of +/- 6 seconds.
 OS1025
 OS1025.The orthometric height was determined by differential leveling and
 OS1025.adjusted by the NATIONAL GEODETIC SURVEY
 OS1025.in June 1994.
 OS1025
 OS1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1025.GEOID18 height accuracy estimate available here.
 OS1025
 OS1025.Click photographs - Photos may exist for this station.
 OS1025
 OS1025.The dynamic height is computed by dividing the NAVD 88
 OS1025.geopotential number by the normal gravity value computed on the
 OS1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1025.degrees latitude (g = 980.6199 gals.).
 OS1025
 OS1025.The modeled gravity was interpolated from observed gravity values.
 OS1025
 OS1025;                    North         East    Units  Estimated Accuracy
 OS1025;SPC SD S     -    98,360.      522,070.      MT  (+/- 180 meters Scaled)
 OS1025
 OS1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN137872(NAD 83)
 OS1025
 OS1025                          SUPERSEDED SURVEY CONTROL
 OS1025
 OS1025.No superseded survey control is available for this station.
 OS1025
 OS1025_MARKER: DB = BENCH MARK DISK
 OS1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1025_STAMPING: 18-172.75 1993
 OS1025_MARK LOGO: SDDT
 OS1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1025+STABILITY: SURFACE MOTION
 OS1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1025+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1025
 OS1025  HISTORY     - Date     Condition        Report By
 OS1025  HISTORY     - 1993     MONUMENTED       SDDT
 OS1025  HISTORY     - 19930929 GOOD             NGS
 OS1025  HISTORY     - 20121206 GOOD             INDIV
 OS1025
 OS1025                          STATION DESCRIPTION
 OS1025
 OS1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1025'37.4 KM (23.25 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1025'OF STATE HIGHWAY 73 IN MARTIN, 1.1 KM (0.70 MI) EAST OF MILEPOST 172,
 OS1025'44.5 M (146.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 OS1025'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OS1025'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1025'GROUND SURFACE.
 OS1025
 OS1025                          STATION RECOVERY (2012)
 OS1025
 OS1025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1024 ***********************************************************************
 OS1024  DESIGNATION -  18 173.80
 OS1024  PID         -  OS1024
 OS1024  STATE/COUNTY-  SD/BENNETT
 OS1024  COUNTRY     -  US
 OS1024  USGS QUAD   -  HARRINGTON (2017)
 OS1024
 OS1024                         *CURRENT SURVEY CONTROL
 OS1024  ______________________________________________________________________
 OS1024* NAD 83(1986) POSITION- 43 12 53.     (N) 101 16 16.     (W)   SCALED
 OS1024* NAVD 88 ORTHO HEIGHT -   938.878 (meters)     3080.30  (feet) ADJUSTED
 OS1024  ______________________________________________________________________
 OS1024  GEOID HEIGHT    -        -20.985 (meters)                     GEOID18
 OS1024  DYNAMIC HEIGHT  -        938.492 (meters)     3079.04  (feet) COMP
 OS1024  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 OS1024
 OS1024  VERT ORDER      -  FIRST     CLASS II
 OS1024
 OS1024.The horizontal coordinates were scaled from a map and have
 OS1024.an estimated accuracy of +/- 6 seconds.
 OS1024
 OS1024.The orthometric height was determined by differential leveling and
 OS1024.adjusted by the NATIONAL GEODETIC SURVEY
 OS1024.in June 1994.
 OS1024
 OS1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1024.GEOID18 height accuracy estimate available here.
 OS1024
 OS1024.Click photographs - Photos may exist for this station.
 OS1024
 OS1024.The dynamic height is computed by dividing the NAVD 88
 OS1024.geopotential number by the normal gravity value computed on the
 OS1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1024.degrees latitude (g = 980.6199 gals.).
 OS1024
 OS1024.The modeled gravity was interpolated from observed gravity values.
 OS1024
 OS1024;                    North         East    Units  Estimated Accuracy
 OS1024;SPC SD S     -    98,350.      523,810.      MT  (+/- 180 meters Scaled)
 OS1024
 OS1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN155871(NAD 83)
 OS1024
 OS1024                          SUPERSEDED SURVEY CONTROL
 OS1024
 OS1024.No superseded survey control is available for this station.
 OS1024
 OS1024_MARKER: DB = BENCH MARK DISK
 OS1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1024_STAMPING: 18-173.80 1993
 OS1024_MARK LOGO: SDDT
 OS1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1024+STABILITY: SURFACE MOTION
 OS1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1024+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1024
 OS1024  HISTORY     - Date     Condition        Report By
 OS1024  HISTORY     - 1993     MONUMENTED       SDDT
 OS1024  HISTORY     - 19930929 GOOD             NGS
 OS1024  HISTORY     - 20121206 GOOD             INDIV
 OS1024
 OS1024                          STATION DESCRIPTION
 OS1024
 OS1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1024'39.2 KM (24.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1024'OF STATE HIGHWAY 73 IN MARTIN, 1.2 KM (0.75 MI) EAST OF MILEPOST 173,
 OS1024'19.8 M (65.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT)
 OS1024'EAST OF THE EAST END OF A BRACED FENCE POST, 3.0 M (9.8 FT) BELOW THE
 OS1024'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OS1024'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OS1024'SURFACE.
 OS1024
 OS1024                          STATION RECOVERY (2012)
 OS1024
 OS1024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1023 ***********************************************************************
 OS1023  DESIGNATION -  18 174.95
 OS1023  PID         -  OS1023
 OS1023  STATE/COUNTY-  SD/BENNETT
 OS1023  COUNTRY     -  US
 OS1023  USGS QUAD   -  HARRINGTON (2017)
 OS1023
 OS1023                         *CURRENT SURVEY CONTROL
 OS1023  ______________________________________________________________________
 OS1023* NAD 83(1986) POSITION- 43 12 39.     (N) 101 15 02.     (W)   SCALED
 OS1023* NAVD 88 ORTHO HEIGHT -   956.976 (meters)     3139.68  (feet) ADJUSTED
 OS1023  ______________________________________________________________________
 OS1023  GEOID HEIGHT    -        -21.029 (meters)                     GEOID18
 OS1023  DYNAMIC HEIGHT  -        956.580 (meters)     3138.38  (feet) COMP
 OS1023  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 OS1023
 OS1023  VERT ORDER      -  FIRST     CLASS II
 OS1023
 OS1023.The horizontal coordinates were scaled from a map and have
 OS1023.an estimated accuracy of +/- 6 seconds.
 OS1023
 OS1023.The orthometric height was determined by differential leveling and
 OS1023.adjusted by the NATIONAL GEODETIC SURVEY
 OS1023.in June 1994.
 OS1023
 OS1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1023.GEOID18 height accuracy estimate available here.
 OS1023
 OS1023.Click photographs - Photos may exist for this station.
 OS1023
 OS1023.The dynamic height is computed by dividing the NAVD 88
 OS1023.geopotential number by the normal gravity value computed on the
 OS1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1023.degrees latitude (g = 980.6199 gals.).
 OS1023
 OS1023.The modeled gravity was interpolated from observed gravity values.
 OS1023
 OS1023;                    North         East    Units  Estimated Accuracy
 OS1023;SPC SD S     -    97,890.      525,470.      MT  (+/- 180 meters Scaled)
 OS1023
 OS1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN171866(NAD 83)
 OS1023
 OS1023                          SUPERSEDED SURVEY CONTROL
 OS1023
 OS1023.No superseded survey control is available for this station.
 OS1023
 OS1023_MARKER: DB = BENCH MARK DISK
 OS1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1023_STAMPING: 18-174.95 1993
 OS1023_MARK LOGO: SDDT
 OS1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1023+STABILITY: SURFACE MOTION
 OS1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1023+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1023
 OS1023  HISTORY     - Date     Condition        Report By
 OS1023  HISTORY     - 1993     MONUMENTED       SDDT
 OS1023  HISTORY     - 19930929 GOOD             NGS
 OS1023  HISTORY     - 20121206 GOOD             INDIV
 OS1023
 OS1023                          STATION DESCRIPTION
 OS1023
 OS1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1023'41.1 KM (25.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1023'OF STATE HIGHWAY 73 IN MARTIN, 1.5 KM (0.95 MI) EAST OF MILEPOST 174,
 OS1023'107.0 M (351.0 FT) WEST OF MILEPOST 175, 27.5 M (90.2 FT) NORTH OF
 OS1023'AND LEVEL WITH HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 OS1023'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1023'GROUND SURFACE.
 OS1023
 OS1023                          STATION RECOVERY (2012)
 OS1023
 OS1023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1022 ***********************************************************************
 OS1022  DESIGNATION -  18 175.90
 OS1022  PID         -  OS1022
 OS1022  STATE/COUNTY-  SD/BENNETT
 OS1022  COUNTRY     -  US
 OS1022  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1022
 OS1022                         *CURRENT SURVEY CONTROL
 OS1022  ______________________________________________________________________
 OS1022* NAD 83(1986) POSITION- 43 12 47.     (N) 101 13 52.     (W)   SCALED
 OS1022* NAVD 88 ORTHO HEIGHT -   950.920 (meters)     3119.81  (feet) ADJUSTED
 OS1022  ______________________________________________________________________
 OS1022  GEOID HEIGHT    -        -21.085 (meters)                     GEOID18
 OS1022  DYNAMIC HEIGHT  -        950.524 (meters)     3118.51  (feet) COMP
 OS1022  MODELED GRAVITY -    980,171.6   (mgal)                       NAVD 88
 OS1022
 OS1022  VERT ORDER      -  FIRST     CLASS II
 OS1022
 OS1022.The horizontal coordinates were scaled from a map and have
 OS1022.an estimated accuracy of +/- 6 seconds.
 OS1022
 OS1022.The orthometric height was determined by differential leveling and
 OS1022.adjusted by the NATIONAL GEODETIC SURVEY
 OS1022.in June 1994.
 OS1022
 OS1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1022.GEOID18 height accuracy estimate available here.
 OS1022
 OS1022.Click photographs - Photos may exist for this station.
 OS1022
 OS1022.The dynamic height is computed by dividing the NAVD 88
 OS1022.geopotential number by the normal gravity value computed on the
 OS1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1022.degrees latitude (g = 980.6199 gals.).
 OS1022
 OS1022.The modeled gravity was interpolated from observed gravity values.
 OS1022
 OS1022;                    North         East    Units  Estimated Accuracy
 OS1022;SPC SD S     -    98,120.      527,050.      MT  (+/- 180 meters Scaled)
 OS1022
 OS1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN187868(NAD 83)
 OS1022
 OS1022                          SUPERSEDED SURVEY CONTROL
 OS1022
 OS1022.No superseded survey control is available for this station.
 OS1022
 OS1022_MARKER: Z = SEE DESCRIPTION
 OS1022_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS1022_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS1022_STAMPING: 18-175.90 1993
 OS1022_MARK LOGO: NGS
 OS1022_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1022_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS1022+STABILITY: POSITION/ELEVATION WELL
 OS1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1022+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 OS1022_ROD/PIPE-DEPTH: 6.4 meters
 OS1022_SLEEVE-DEPTH  : 3.0 meters
 OS1022
 OS1022  HISTORY     - Date     Condition        Report By
 OS1022  HISTORY     - 1993     MONUMENTED       SDDT
 OS1022  HISTORY     - 19930919 GOOD             NGS
 OS1022  HISTORY     - 20121206 GOOD             INDIV
 OS1022
 OS1022                          STATION DESCRIPTION
 OS1022
 OS1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1022'42.6 KM (26.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1022'OF STATE HIGHWAY 73 IN MARTIN, 1.4 KM (0.85 MI) EAST OF MILEPOST 175,
 OS1022'198.0 M (649.6 FT) WEST OF MILEPOST 176, 23.1 M (75.8 FT) SOUTH OF
 OS1022'THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 OS1022'HIGHWAY, 2.2 M (7.2 FT) EAST OF A BRACED FENCE POST, 0.6 M (2.0 FT)
 OS1022'NORTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND 0.2 M
 OS1022'(0.7 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OS1022'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OS1022'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OS1022'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OS1022'PVC PIPE.
 OS1022
 OS1022                          STATION RECOVERY (2012)
 OS1022
 OS1022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1021 ***********************************************************************
 OS1021  DESIGNATION -  18 176.85
 OS1021  PID         -  OS1021
 OS1021  STATE/COUNTY-  SD/TODD
 OS1021  COUNTRY     -  US
 OS1021  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1021
 OS1021                         *CURRENT SURVEY CONTROL
 OS1021  ______________________________________________________________________
 OS1021* NAD 83(1986) POSITION- 43 13 22.     (N) 101 13 06.     (W)   SCALED
 OS1021* NAVD 88 ORTHO HEIGHT -   992.560 (meters)     3256.42  (feet) ADJUSTED
 OS1021  ______________________________________________________________________
 OS1021  GEOID HEIGHT    -        -21.143 (meters)                     GEOID18
 OS1021  DYNAMIC HEIGHT  -        992.148 (meters)     3255.07  (feet) COMP
 OS1021  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 OS1021
 OS1021  VERT ORDER      -  FIRST     CLASS II
 OS1021
 OS1021.The horizontal coordinates were scaled from a map and have
 OS1021.an estimated accuracy of +/- 6 seconds.
 OS1021
 OS1021.The orthometric height was determined by differential leveling and
 OS1021.adjusted by the NATIONAL GEODETIC SURVEY
 OS1021.in June 1994.
 OS1021
 OS1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1021.GEOID18 height accuracy estimate available here.
 OS1021
 OS1021.Click photographs - Photos may exist for this station.
 OS1021
 OS1021.The dynamic height is computed by dividing the NAVD 88
 OS1021.geopotential number by the normal gravity value computed on the
 OS1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1021.degrees latitude (g = 980.6199 gals.).
 OS1021
 OS1021.The modeled gravity was interpolated from observed gravity values.
 OS1021
 OS1021;                    North         East    Units  Estimated Accuracy
 OS1021;SPC SD S     -    99,190.      528,100.      MT  (+/- 180 meters Scaled)
 OS1021
 OS1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN198879(NAD 83)
 OS1021
 OS1021                          SUPERSEDED SURVEY CONTROL
 OS1021
 OS1021.No superseded survey control is available for this station.
 OS1021
 OS1021_MARKER: DB = BENCH MARK DISK
 OS1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1021_STAMPING: 18-176.85 1993
 OS1021_MARK LOGO: SDDT
 OS1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1021+STABILITY: SURFACE MOTION
 OS1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1021+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OS1021
 OS1021  HISTORY     - Date     Condition        Report By
 OS1021  HISTORY     - 1993     MONUMENTED       SDDT
 OS1021  HISTORY     - 19930929 GOOD             NGS
 OS1021  HISTORY     - 20121210 GOOD             INDIV
 OS1021
 OS1021                          STATION DESCRIPTION
 OS1021
 OS1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1021'44.2 KM (27.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1021'OF STATE HIGHWAY 73 IN MARTIN, 1.35 KM (0.85 MI) NORTHEAST OF
 OS1021'MILEPOST 176, 228.0 M (748.0 FT) SOUTHWEST OF MILEPOST 177, 22.5 M
 OS1021'(73.8 FT) WEST OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) NORTHEAST OF
 OS1021'THE SOUTHWEST END OF A BRACED FENCE POST, 1.5 M (4.9 FT) BELOW THE
 OS1021'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND
 OS1021'FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OS1021'SURFACE.
 OS1021
 OS1021                          STATION RECOVERY (2012)
 OS1021
 OS1021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1020 ***********************************************************************
 OS1020  DESIGNATION -  18 177.60
 OS1020  PID         -  OS1020
 OS1020  STATE/COUNTY-  SD/TODD
 OS1020  COUNTRY     -  US
 OS1020  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1020
 OS1020                         *CURRENT SURVEY CONTROL
 OS1020  ______________________________________________________________________
 OS1020* NAD 83(1986) POSITION- 43 13 55.     (N) 101 12 50.     (W)   SCALED
 OS1020* NAVD 88 ORTHO HEIGHT -  1000.771 (meters)     3283.36  (feet) ADJUSTED
 OS1020  ______________________________________________________________________
 OS1020  GEOID HEIGHT    -        -21.180 (meters)                     GEOID18
 OS1020  DYNAMIC HEIGHT  -       1000.355 (meters)     3282.00  (feet) COMP
 OS1020  MODELED GRAVITY -    980,170.0   (mgal)                       NAVD 88
 OS1020
 OS1020  VERT ORDER      -  FIRST     CLASS II
 OS1020
 OS1020.The horizontal coordinates were scaled from a map and have
 OS1020.an estimated accuracy of +/- 6 seconds.
 OS1020
 OS1020.The orthometric height was determined by differential leveling and
 OS1020.adjusted by the NATIONAL GEODETIC SURVEY
 OS1020.in June 1994.
 OS1020
 OS1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1020.GEOID18 height accuracy estimate available here.
 OS1020
 OS1020.Click photographs - Photos may exist for this station.
 OS1020
 OS1020.The dynamic height is computed by dividing the NAVD 88
 OS1020.geopotential number by the normal gravity value computed on the
 OS1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1020.degrees latitude (g = 980.6199 gals.).
 OS1020
 OS1020.The modeled gravity was interpolated from observed gravity values.
 OS1020
 OS1020;                    North         East    Units  Estimated Accuracy
 OS1020;SPC SD S     -   100,210.      528,480.      MT  (+/- 180 meters Scaled)
 OS1020
 OS1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN202889(NAD 83)
 OS1020
 OS1020                          SUPERSEDED SURVEY CONTROL
 OS1020
 OS1020.No superseded survey control is available for this station.
 OS1020
 OS1020_MARKER: DB = BENCH MARK DISK
 OS1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1020_STAMPING: 18-177.60 1993
 OS1020_MARK LOGO: SDDT
 OS1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1020+STABILITY: SURFACE MOTION
 OS1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1020+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OS1020
 OS1020  HISTORY     - Date     Condition        Report By
 OS1020  HISTORY     - 1993     MONUMENTED       SDDT
 OS1020  HISTORY     - 19930929 GOOD             NGS
 OS1020  HISTORY     - 20121210 GOOD             INDIV
 OS1020
 OS1020                          STATION DESCRIPTION
 OS1020
 OS1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1020'49.8 KM (30.95 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1020'OF MAIN STREET IN MISSION, 1.05 KM (0.65 MI) NORTHEAST OF MILEPOST
 OS1020'177, 23.1 M (75.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8
 OS1020'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A
 OS1020'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OS1020'ABOVE THE GROUND SURFACE.
 OS1020
 OS1020                          STATION RECOVERY (2012)
 OS1020
 OS1020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1019 ***********************************************************************
 OS1019  DESIGNATION -  18 178.90
 OS1019  PID         -  OS1019
 OS1019  STATE/COUNTY-  SD/TODD
 OS1019  COUNTRY     -  US
 OS1019  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1019
 OS1019                         *CURRENT SURVEY CONTROL
 OS1019  ______________________________________________________________________
 OS1019* NAD 83(1986) POSITION- 43 13 30.     (N) 101 11 23.     (W)   SCALED
 OS1019* NAVD 88 ORTHO HEIGHT -   999.139 (meters)     3278.01  (feet) ADJUSTED
 OS1019  ______________________________________________________________________
 OS1019  GEOID HEIGHT    -        -21.229 (meters)                     GEOID18
 OS1019  DYNAMIC HEIGHT  -        998.730 (meters)     3276.67  (feet) COMP
 OS1019  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 OS1019
 OS1019  VERT ORDER      -  FIRST     CLASS II
 OS1019
 OS1019.The horizontal coordinates were scaled from a map and have
 OS1019.an estimated accuracy of +/- 6 seconds.
 OS1019
 OS1019.The orthometric height was determined by differential leveling and
 OS1019.adjusted by the NATIONAL GEODETIC SURVEY
 OS1019.in June 1994.
 OS1019
 OS1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1019.GEOID18 height accuracy estimate available here.
 OS1019
 OS1019.Click photographs - Photos may exist for this station.
 OS1019
 OS1019.The dynamic height is computed by dividing the NAVD 88
 OS1019.geopotential number by the normal gravity value computed on the
 OS1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1019.degrees latitude (g = 980.6199 gals.).
 OS1019
 OS1019.The modeled gravity was interpolated from observed gravity values.
 OS1019
 OS1019;                    North         East    Units  Estimated Accuracy
 OS1019;SPC SD S     -    99,420.      530,430.      MT  (+/- 180 meters Scaled)
 OS1019
 OS1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN221881(NAD 83)
 OS1019
 OS1019                          SUPERSEDED SURVEY CONTROL
 OS1019
 OS1019.No superseded survey control is available for this station.
 OS1019
 OS1019_MARKER: DB = BENCH MARK DISK
 OS1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1019_STAMPING: 18-178.90 1993
 OS1019_MARK LOGO: SDDT
 OS1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1019+STABILITY: SURFACE MOTION
 OS1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1019+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OS1019
 OS1019  HISTORY     - Date     Condition        Report By
 OS1019  HISTORY     - 1993     MONUMENTED       SDDT
 OS1019  HISTORY     - 19930929 GOOD             NGS
 OS1019  HISTORY     - 20121210 GOOD             INDIV
 OS1019
 OS1019                          STATION DESCRIPTION
 OS1019
 OS1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1019'47.8 KM (29.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1019'OF MAIN STREET IN MISSION, 1.5 KM (0.95 MI) SOUTHEAST OF MILEPOST
 OS1019'178, 22.4 M (73.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 6.8 M
 OS1019'(22.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT)
 OS1019'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 OS1019'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1019'GROUND SURFACE.
 OS1019
 OS1019                          STATION RECOVERY (2012)
 OS1019
 OS1019'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1018 ***********************************************************************
 OS1018  DESIGNATION -  18 180.00
 OS1018  PID         -  OS1018
 OS1018  STATE/COUNTY-  SD/TODD
 OS1018  COUNTRY     -  US
 OS1018  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1018
 OS1018                         *CURRENT SURVEY CONTROL
 OS1018  ______________________________________________________________________
 OS1018* NAD 83(1986) POSITION- 43 13 06.     (N) 101 10 08.     (W)   SCALED
 OS1018* NAVD 88 ORTHO HEIGHT -   969.676 (meters)     3181.35  (feet) ADJUSTED
 OS1018  ______________________________________________________________________
 OS1018  GEOID HEIGHT    -        -21.268 (meters)                     GEOID18
 OS1018  DYNAMIC HEIGHT  -        969.283 (meters)     3180.06  (feet) COMP
 OS1018  MODELED GRAVITY -    980,181.9   (mgal)                       NAVD 88
 OS1018
 OS1018  VERT ORDER      -  FIRST     CLASS II
 OS1018
 OS1018.The horizontal coordinates were scaled from a map and have
 OS1018.an estimated accuracy of +/- 6 seconds.
 OS1018
 OS1018.The orthometric height was determined by differential leveling and
 OS1018.adjusted by the NATIONAL GEODETIC SURVEY
 OS1018.in June 1994.
 OS1018
 OS1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1018.GEOID18 height accuracy estimate available here.
 OS1018
 OS1018.Click photographs - Photos may exist for this station.
 OS1018
 OS1018.The dynamic height is computed by dividing the NAVD 88
 OS1018.geopotential number by the normal gravity value computed on the
 OS1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1018.degrees latitude (g = 980.6199 gals.).
 OS1018
 OS1018.The modeled gravity was interpolated from observed gravity values.
 OS1018
 OS1018;                    North         East    Units  Estimated Accuracy
 OS1018;SPC SD S     -    98,660.      532,120.      MT  (+/- 180 meters Scaled)
 OS1018
 OS1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN238873(NAD 83)
 OS1018
 OS1018                          SUPERSEDED SURVEY CONTROL
 OS1018
 OS1018.No superseded survey control is available for this station.
 OS1018
 OS1018_MARKER: DB = BENCH MARK DISK
 OS1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1018_STAMPING: 18-180.00 1993
 OS1018_MARK LOGO: SDDT
 OS1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1018+STABILITY: SURFACE MOTION
 OS1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1018+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 OS1018
 OS1018  HISTORY     - Date     Condition        Report By
 OS1018  HISTORY     - 1993     MONUMENTED       SDDT
 OS1018  HISTORY     - 19930929 GOOD             NGS
 OS1018
 OS1018                          STATION DESCRIPTION
 OS1018
 OS1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1018'46.0 KM (28.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1018'OF MAIN STREET IN MISSION, 42.4 M (139.1 FT) NORTHWEST OF MILEPOST
 OS1018'180, 24.0 M (78.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 OS1018'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 OS1018'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1017 ***********************************************************************
 OS1017  DESIGNATION -  18 180.50
 OS1017  PID         -  OS1017
 OS1017  STATE/COUNTY-  SD/TODD
 OS1017  COUNTRY     -  US
 OS1017  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1017
 OS1017                         *CURRENT SURVEY CONTROL
 OS1017  ______________________________________________________________________
 OS1017* NAD 83(1986) POSITION- 43 13 03.     (N) 101 09 29.     (W)   SCALED
 OS1017* NAVD 88 ORTHO HEIGHT -   962.647 (meters)     3158.28  (feet) ADJUSTED
 OS1017  ______________________________________________________________________
 OS1017  GEOID HEIGHT    -        -21.297 (meters)                     GEOID18
 OS1017  DYNAMIC HEIGHT  -        962.259 (meters)     3157.01  (feet) COMP
 OS1017  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 OS1017
 OS1017  VERT ORDER      -  FIRST     CLASS II
 OS1017
 OS1017.The horizontal coordinates were scaled from a map and have
 OS1017.an estimated accuracy of +/- 6 seconds.
 OS1017
 OS1017.The orthometric height was determined by differential leveling and
 OS1017.adjusted by the NATIONAL GEODETIC SURVEY
 OS1017.in June 1994.
 OS1017
 OS1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1017.GEOID18 height accuracy estimate available here.
 OS1017
 OS1017.Click photographs - Photos may exist for this station.
 OS1017
 OS1017.The dynamic height is computed by dividing the NAVD 88
 OS1017.geopotential number by the normal gravity value computed on the
 OS1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1017.degrees latitude (g = 980.6199 gals.).
 OS1017
 OS1017.The modeled gravity was interpolated from observed gravity values.
 OS1017
 OS1017;                    North         East    Units  Estimated Accuracy
 OS1017;SPC SD S     -    98,560.      533,000.      MT  (+/- 180 meters Scaled)
 OS1017
 OS1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN247872(NAD 83)
 OS1017
 OS1017                          SUPERSEDED SURVEY CONTROL
 OS1017
 OS1017.No superseded survey control is available for this station.
 OS1017
 OS1017_MARKER: Z = SEE DESCRIPTION
 OS1017_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS1017_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS1017_STAMPING: 18-180.50 1993
 OS1017_MARK LOGO: NGS
 OS1017_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1017_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS1017+STABILITY: POSITION/ELEVATION WELL
 OS1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1017+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OS1017_ROD/PIPE-DEPTH: 6.4 meters
 OS1017_SLEEVE-DEPTH  : 3.0 meters
 OS1017
 OS1017  HISTORY     - Date     Condition        Report By
 OS1017  HISTORY     - 1993     MONUMENTED       SDDT
 OS1017  HISTORY     - 19930919 GOOD             NGS
 OS1017  HISTORY     - 20121210 GOOD             INDIV
 OS1017
 OS1017                          STATION DESCRIPTION
 OS1017
 OS1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1017'45.2 KM (28.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1017'OF MAIN STREET IN MISSION, 0.8 KM (0.50 MI) EAST OF MILEPOST 180,
 OS1017'23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.6 M (8.5 FT) EAST
 OS1017'OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS1017'0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 OS1017'POST, AND 0.2 M (0.7 FT) NORTH OF A METAL GUARD POST.  NOTE--THE
 OS1017'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 OS1017'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 OS1017'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OS1017'THEN THROUGH A 4-INCH PVC PIPE.
 OS1017
 OS1017                          STATION RECOVERY (2012)
 OS1017
 OS1017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1016 ***********************************************************************
 OS1016  DESIGNATION -  18 181.00
 OS1016  PID         -  OS1016
 OS1016  STATE/COUNTY-  SD/TODD
 OS1016  COUNTRY     -  US
 OS1016  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1016
 OS1016                         *CURRENT SURVEY CONTROL
 OS1016  ______________________________________________________________________
 OS1016* NAD 83(1986) POSITION- 43 13 19.     (N) 101 09 02.     (W)   SCALED
 OS1016* NAVD 88 ORTHO HEIGHT -   954.256 (meters)     3130.75  (feet) ADJUSTED
 OS1016  ______________________________________________________________________
 OS1016  GEOID HEIGHT    -        -21.335 (meters)                     GEOID18
 OS1016  DYNAMIC HEIGHT  -        953.873 (meters)     3129.50  (feet) COMP
 OS1016  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 OS1016
 OS1016  VERT ORDER      -  FIRST     CLASS II
 OS1016
 OS1016.The horizontal coordinates were scaled from a map and have
 OS1016.an estimated accuracy of +/- 6 seconds.
 OS1016
 OS1016.The orthometric height was determined by differential leveling and
 OS1016.adjusted by the NATIONAL GEODETIC SURVEY
 OS1016.in June 1994.
 OS1016
 OS1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1016.GEOID18 height accuracy estimate available here.
 OS1016
 OS1016.Click photographs - Photos may exist for this station.
 OS1016
 OS1016.The dynamic height is computed by dividing the NAVD 88
 OS1016.geopotential number by the normal gravity value computed on the
 OS1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1016.degrees latitude (g = 980.6199 gals.).
 OS1016
 OS1016.The modeled gravity was interpolated from observed gravity values.
 OS1016
 OS1016;                    North         East    Units  Estimated Accuracy
 OS1016;SPC SD S     -    99,040.      533,610.      MT  (+/- 180 meters Scaled)
 OS1016
 OS1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN253877(NAD 83)
 OS1016
 OS1016                          SUPERSEDED SURVEY CONTROL
 OS1016
 OS1016.No superseded survey control is available for this station.
 OS1016
 OS1016_MARKER: DB = BENCH MARK DISK
 OS1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1016_STAMPING: 18-181.00 1993
 OS1016_MARK LOGO: SDDT
 OS1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1016+STABILITY: SURFACE MOTION
 OS1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1016+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OS1016
 OS1016  HISTORY     - Date     Condition        Report By
 OS1016  HISTORY     - 1993     MONUMENTED       SDDT
 OS1016  HISTORY     - 19930929 GOOD             NGS
 OS1016  HISTORY     - 20121210 GOOD             INDIV
 OS1016
 OS1016                          STATION DESCRIPTION
 OS1016
 OS1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1016'44.4 KM (27.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1016'OF MAIN STREET IN MISSION, 54.5 M (178.8 FT) WEST OF MILEPOST 181,
 OS1016'39.2 M (128.6 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.0 M (16.4
 OS1016'FT) SOUTHWEST OF THE SOUTHWEST END OF A BRACED FENCE POST, 3.5 M
 OS1016'(11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF
 OS1016'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OS1016'SURFACE.
 OS1016
 OS1016                          STATION RECOVERY (2012)
 OS1016
 OS1016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1015 ***********************************************************************
 OS1015  DESIGNATION -  18 182.40
 OS1015  PID         -  OS1015
 OS1015  STATE/COUNTY-  SD/TODD
 OS1015  COUNTRY     -  US
 OS1015  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS1015
 OS1015                         *CURRENT SURVEY CONTROL
 OS1015  ______________________________________________________________________
 OS1015* NAD 83(1986) POSITION- 43 14 12.     (N) 101 07 42.     (W)   SCALED
 OS1015* NAVD 88 ORTHO HEIGHT -   893.634 (meters)     2931.86  (feet) ADJUSTED
 OS1015  ______________________________________________________________________
 OS1015  GEOID HEIGHT    -        -21.457 (meters)                     GEOID18
 OS1015  DYNAMIC HEIGHT  -        893.278 (meters)     2930.70  (feet) COMP
 OS1015  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 OS1015
 OS1015  VERT ORDER      -  FIRST     CLASS II
 OS1015
 OS1015.The horizontal coordinates were scaled from a map and have
 OS1015.an estimated accuracy of +/- 6 seconds.
 OS1015
 OS1015.The orthometric height was determined by differential leveling and
 OS1015.adjusted by the NATIONAL GEODETIC SURVEY
 OS1015.in June 1994.
 OS1015
 OS1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1015.GEOID18 height accuracy estimate available here.
 OS1015
 OS1015.Click photographs - Photos may exist for this station.
 OS1015
 OS1015.The dynamic height is computed by dividing the NAVD 88
 OS1015.geopotential number by the normal gravity value computed on the
 OS1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1015.degrees latitude (g = 980.6199 gals.).
 OS1015
 OS1015.The modeled gravity was interpolated from observed gravity values.
 OS1015
 OS1015;                    North         East    Units  Estimated Accuracy
 OS1015;SPC SD S     -   100,660.      535,430.      MT  (+/- 180 meters Scaled)
 OS1015
 OS1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN271892(NAD 83)
 OS1015
 OS1015                          SUPERSEDED SURVEY CONTROL
 OS1015
 OS1015.No superseded survey control is available for this station.
 OS1015
 OS1015_MARKER: DB = BENCH MARK DISK
 OS1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1015_STAMPING: 18-182.40 1993
 OS1015_MARK LOGO: SDDT
 OS1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1015+STABILITY: SURFACE MOTION
 OS1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1015+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OS1015
 OS1015  HISTORY     - Date     Condition        Report By
 OS1015  HISTORY     - 1993     MONUMENTED       SDDT
 OS1015  HISTORY     - 19930929 GOOD             NGS
 OS1015  HISTORY     - 20121210 GOOD             INDIV
 OS1015
 OS1015                          STATION DESCRIPTION
 OS1015
 OS1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1015'42.1 KM (26.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1015'OF MAIN STREET IN MISSION, 699.0 M (2293.3 FT) NORTHEAST OF MILEPOST
 OS1015'182, 23.0 M (75.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.1 M
 OS1015'(36.4 FT) NORTHWEST OF THE NORTHWEST END OF A CULVERT, 2.0 M (6.6 FT)
 OS1015'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS
 OS1015'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1015'GROUND SURFACE.
 OS1015
 OS1015                          STATION RECOVERY (2012)
 OS1015
 OS1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1014 ***********************************************************************
 OS1014  DESIGNATION -  18 183.65
 OS1014  PID         -  OS1014
 OS1014  STATE/COUNTY-  SD/TODD
 OS1014  COUNTRY     -  US
 OS1014  USGS QUAD   -  IRON SHELL FLAT EAST (2017)
 OS1014
 OS1014                         *CURRENT SURVEY CONTROL
 OS1014  ______________________________________________________________________
 OS1014* NAD 83(1986) POSITION- 43 14 41.     (N) 101 06 35.     (W)   SCALED
 OS1014* NAVD 88 ORTHO HEIGHT -   880.487 (meters)     2888.73  (feet) ADJUSTED
 OS1014  ______________________________________________________________________
 OS1014  GEOID HEIGHT    -        -21.547 (meters)                     GEOID18
 OS1014  DYNAMIC HEIGHT  -        880.139 (meters)     2887.59  (feet) COMP
 OS1014  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 OS1014
 OS1014  VERT ORDER      -  FIRST     CLASS II
 OS1014
 OS1014.The horizontal coordinates were scaled from a map and have
 OS1014.an estimated accuracy of +/- 6 seconds.
 OS1014
 OS1014.The orthometric height was determined by differential leveling and
 OS1014.adjusted by the NATIONAL GEODETIC SURVEY
 OS1014.in June 1994.
 OS1014
 OS1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1014.GEOID18 height accuracy estimate available here.
 OS1014
 OS1014.Click photographs - Photos may exist for this station.
 OS1014
 OS1014.The dynamic height is computed by dividing the NAVD 88
 OS1014.geopotential number by the normal gravity value computed on the
 OS1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1014.degrees latitude (g = 980.6199 gals.).
 OS1014
 OS1014.The modeled gravity was interpolated from observed gravity values.
 OS1014
 OS1014;                    North         East    Units  Estimated Accuracy
 OS1014;SPC SD S     -   101,540.      536,950.      MT  (+/- 180 meters Scaled)
 OS1014
 OS1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN287901(NAD 83)
 OS1014
 OS1014                          SUPERSEDED SURVEY CONTROL
 OS1014
 OS1014.No superseded survey control is available for this station.
 OS1014
 OS1014_MARKER: DB = BENCH MARK DISK
 OS1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1014_STAMPING: 18-183.65 1993
 OS1014_MARK LOGO: SDDT
 OS1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1014+STABILITY: SURFACE MOTION
 OS1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1014+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OS1014
 OS1014  HISTORY     - Date     Condition        Report By
 OS1014  HISTORY     - 1993     MONUMENTED       SDDT
 OS1014  HISTORY     - 19930929 GOOD             NGS
 OS1014  HISTORY     - 20121210 GOOD             INDIV
 OS1014
 OS1014                          STATION DESCRIPTION
 OS1014
 OS1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1014'40.1 KM (24.90 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1014'OF MAIN STREET IN MISSION, 1.0 KM (0.60 MI) NORTHEAST OF MILEPOST
 OS1014'183, 47.0 M (154.2 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING
 OS1014'NORTH TO A FRAME HOUSE, 22.2 M (72.8 FT) NORTHWEST OF THE HIGHWAY
 OS1014'CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0
 OS1014'FT) SOUTHEAST OF A FENCE, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST,
 OS1014'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1014
 OS1014                          STATION RECOVERY (2012)
 OS1014
 OS1014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1013 ***********************************************************************
 OS1013  DESIGNATION -  18 184.10
 OS1013  PID         -  OS1013
 OS1013  STATE/COUNTY-  SD/TODD
 OS1013  COUNTRY     -  US
 OS1013  USGS QUAD   -  PARMELEE (2017)
 OS1013
 OS1013                         *CURRENT SURVEY CONTROL
 OS1013  ______________________________________________________________________
 OS1013* NAD 83(1986) POSITION- 43 15 02.     (N) 101 06 14.     (W)   SCALED
 OS1013* NAVD 88 ORTHO HEIGHT -   876.735 (meters)     2876.42  (feet) ADJUSTED
 OS1013  ______________________________________________________________________
 OS1013  GEOID HEIGHT    -        -21.589 (meters)                     GEOID18
 OS1013  DYNAMIC HEIGHT  -        876.389 (meters)     2875.29  (feet) COMP
 OS1013  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 OS1013
 OS1013  VERT ORDER      -  FIRST     CLASS II
 OS1013
 OS1013.The horizontal coordinates were scaled from a map and have
 OS1013.an estimated accuracy of +/- 6 seconds.
 OS1013
 OS1013.The orthometric height was determined by differential leveling and
 OS1013.adjusted by the NATIONAL GEODETIC SURVEY
 OS1013.in June 1994.
 OS1013
 OS1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1013.GEOID18 height accuracy estimate available here.
 OS1013
 OS1013.Click photographs - Photos may exist for this station.
 OS1013
 OS1013.The dynamic height is computed by dividing the NAVD 88
 OS1013.geopotential number by the normal gravity value computed on the
 OS1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1013.degrees latitude (g = 980.6199 gals.).
 OS1013
 OS1013.The modeled gravity was interpolated from observed gravity values.
 OS1013
 OS1013;                    North         East    Units  Estimated Accuracy
 OS1013;SPC SD S     -   102,190.      537,430.      MT  (+/- 180 meters Scaled)
 OS1013
 OS1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN292907(NAD 83)
 OS1013
 OS1013                          SUPERSEDED SURVEY CONTROL
 OS1013
 OS1013.No superseded survey control is available for this station.
 OS1013
 OS1013_MARKER: DB = BENCH MARK DISK
 OS1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1013_STAMPING: 18-184.10 1993
 OS1013_MARK LOGO: SDDT
 OS1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1013+STABILITY: SURFACE MOTION
 OS1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1013+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1013
 OS1013  HISTORY     - Date     Condition        Report By
 OS1013  HISTORY     - 1993     MONUMENTED       SDDT
 OS1013  HISTORY     - 19930929 GOOD             NGS
 OS1013  HISTORY     - 20121211 GOOD             INDIV
 OS1013
 OS1013                          STATION DESCRIPTION
 OS1013
 OS1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1013'39.3 KM (24.40 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1013'OF MAIN STREET IN MISSION, 238.0 M (780.8 FT) NORTH OF MILEPOST 184,
 OS1013'20.8 M (68.2 FT) WEST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT)
 OS1013'NORTH OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING THE HOLLOW HORN
 OS1013'BEAR CEMETERY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 OS1013'(1.6 FT) EAST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND
 OS1013'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1013
 OS1013                          STATION RECOVERY (2012)
 OS1013
 OS1013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1012 ***********************************************************************
 OS1012  DESIGNATION -  18 184.65
 OS1012  PID         -  OS1012
 OS1012  STATE/COUNTY-  SD/TODD
 OS1012  COUNTRY     -  US
 OS1012  USGS QUAD   -  PARMELEE (2017)
 OS1012
 OS1012                         *CURRENT SURVEY CONTROL
 OS1012  ______________________________________________________________________
 OS1012* NAD 83(1986) POSITION- 43 15 30.     (N) 101 06 11.     (W)   SCALED
 OS1012* NAVD 88 ORTHO HEIGHT -   866.606 (meters)     2843.19  (feet) ADJUSTED
 OS1012  ______________________________________________________________________
 OS1012  GEOID HEIGHT    -        -21.623 (meters)                     GEOID18
 OS1012  DYNAMIC HEIGHT  -        866.265 (meters)     2842.07  (feet) COMP
 OS1012  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 OS1012
 OS1012  VERT ORDER      -  FIRST     CLASS II
 OS1012
 OS1012.The horizontal coordinates were scaled from a map and have
 OS1012.an estimated accuracy of +/- 6 seconds.
 OS1012
 OS1012.The orthometric height was determined by differential leveling and
 OS1012.adjusted by the NATIONAL GEODETIC SURVEY
 OS1012.in June 1994.
 OS1012
 OS1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1012.GEOID18 height accuracy estimate available here.
 OS1012
 OS1012.Click photographs - Photos may exist for this station.
 OS1012
 OS1012.The dynamic height is computed by dividing the NAVD 88
 OS1012.geopotential number by the normal gravity value computed on the
 OS1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1012.degrees latitude (g = 980.6199 gals.).
 OS1012
 OS1012.The modeled gravity was interpolated from observed gravity values.
 OS1012
 OS1012;                    North         East    Units  Estimated Accuracy
 OS1012;SPC SD S     -   103,050.      537,510.      MT  (+/- 180 meters Scaled)
 OS1012
 OS1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN293916(NAD 83)
 OS1012
 OS1012                          SUPERSEDED SURVEY CONTROL
 OS1012
 OS1012.No superseded survey control is available for this station.
 OS1012
 OS1012_MARKER: DB = BENCH MARK DISK
 OS1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1012_STAMPING: 18-184.65 1993
 OS1012_MARK LOGO: SDDT
 OS1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1012+STABILITY: SURFACE MOTION
 OS1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1012+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1012
 OS1012  HISTORY     - Date     Condition        Report By
 OS1012  HISTORY     - 1993     MONUMENTED       SDDT
 OS1012  HISTORY     - 19930929 GOOD             NGS
 OS1012  HISTORY     - 20121211 GOOD             INDIV
 OS1012
 OS1012                          STATION DESCRIPTION
 OS1012
 OS1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1012'38.4 KM (23.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1012'OF MAIN STREET IN MISSION, 1.0 KM (0.60 MI) NORTH OF MILEPOST 184,
 OS1012'22.6 M (74.1 FT) WEST OF THE HIGHWAY CENTERLINE, 14.5 M (47.6 FT)
 OS1012'NORTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 2.0 M (6.6 FT)
 OS1012'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHEAST OF A T-FENCE
 OS1012'CORNER, 0.5 M (1.6 FT) EAST OF A FENCE, 0.2 M (0.7 FT) EAST OF A
 OS1012'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1012'GROUND SURFACE.
 OS1012
 OS1012                          STATION RECOVERY (2012)
 OS1012
 OS1012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1011 ***********************************************************************
 OS1011  DESIGNATION -  18 185.65
 OS1011  PID         -  OS1011
 OS1011  STATE/COUNTY-  SD/TODD
 OS1011  COUNTRY     -  US
 OS1011  USGS QUAD   -  PARMELEE (2017)
 OS1011
 OS1011                         *CURRENT SURVEY CONTROL
 OS1011  ______________________________________________________________________
 OS1011* NAD 83(1986) POSITION- 43 16 00.     (N) 101 05 20.     (W)   SCALED
 OS1011* NAVD 88 ORTHO HEIGHT -   857.161 (meters)     2812.20  (feet) ADJUSTED
 OS1011  ______________________________________________________________________
 OS1011  GEOID HEIGHT    -        -21.704 (meters)                     GEOID18
 OS1011  DYNAMIC HEIGHT  -        856.826 (meters)     2811.10  (feet) COMP
 OS1011  MODELED GRAVITY -    980,199.8   (mgal)                       NAVD 88
 OS1011
 OS1011  VERT ORDER      -  FIRST     CLASS II
 OS1011
 OS1011.The horizontal coordinates were scaled from a map and have
 OS1011.an estimated accuracy of +/- 6 seconds.
 OS1011
 OS1011.The orthometric height was determined by differential leveling and
 OS1011.adjusted by the NATIONAL GEODETIC SURVEY
 OS1011.in June 1994.
 OS1011
 OS1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1011.GEOID18 height accuracy estimate available here.
 OS1011
 OS1011.Click photographs - Photos may exist for this station.
 OS1011
 OS1011.The dynamic height is computed by dividing the NAVD 88
 OS1011.geopotential number by the normal gravity value computed on the
 OS1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1011.degrees latitude (g = 980.6199 gals.).
 OS1011
 OS1011.The modeled gravity was interpolated from observed gravity values.
 OS1011
 OS1011;                    North         East    Units  Estimated Accuracy
 OS1011;SPC SD S     -   103,960.      538,660.      MT  (+/- 180 meters Scaled)
 OS1011
 OS1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN304925(NAD 83)
 OS1011
 OS1011                          SUPERSEDED SURVEY CONTROL
 OS1011
 OS1011.No superseded survey control is available for this station.
 OS1011
 OS1011_MARKER: DB = BENCH MARK DISK
 OS1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1011_STAMPING: 18-185.65 1993
 OS1011_MARK LOGO: SDDT
 OS1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1011+STABILITY: SURFACE MOTION
 OS1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1011+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1011
 OS1011  HISTORY     - Date     Condition        Report By
 OS1011  HISTORY     - 1993     MONUMENTED       SDDT
 OS1011  HISTORY     - 19930929 GOOD             NGS
 OS1011  HISTORY     - 20121211 GOOD             INDIV
 OS1011
 OS1011                          STATION DESCRIPTION
 OS1011
 OS1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1011'36.9 KM (22.90 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1011'OF MAIN STREET IN MISSION, 1.0 KM (0.60 MI) NORTHEAST OF MILEPOST
 OS1011'185, 64.4 M (211.3 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE,
 OS1011'22.6 M (74.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT)
 OS1011'SOUTHWEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE,
 OS1011'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OS1011'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 OS1011'FT) ABOVE THE GROUND SURFACE.
 OS1011
 OS1011                          STATION RECOVERY (2012)
 OS1011
 OS1011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1010 ***********************************************************************
 OS1010  CBN         -  This is a Cooperative Base Network Control Station.
 OS1010  DESIGNATION -  18 186.05
 OS1010  PID         -  OS1010
 OS1010  STATE/COUNTY-  SD/TODD
 OS1010  COUNTRY     -  US
 OS1010  USGS QUAD   -  PARMELEE (2017)
 OS1010
 OS1010                         *CURRENT SURVEY CONTROL
 OS1010  ______________________________________________________________________
 OS1010* NAD 83(2011) POSITION- 43 16 08.05318(N) 101 04 54.02788(W)   ADJUSTED
 OS1010* NAD 83(2011) ELLIP HT-   828.723 (meters)        (06/27/12)   ADJUSTED
 OS1010* NAD 83(2011) EPOCH   -  2010.00
 OS1010* NAVD 88 ORTHO HEIGHT -   850.452 (meters)     2790.19  (feet) ADJUSTED
 OS1010  ______________________________________________________________________
 OS1010  GEOID HEIGHT    -        -21.738 (meters)                     GEOID18
 OS1010  NAD 83(2011) X  -   -894,177.360 (meters)                     COMP
 OS1010  NAD 83(2011) Y  - -4,565,388.802 (meters)                     COMP
 OS1010  NAD 83(2011) Z  -  4,349,870.317 (meters)                     COMP
 OS1010  LAPLACE CORR    -         -7.92  (seconds)                    DEFLEC18
 OS1010  DYNAMIC HEIGHT  -        850.120 (meters)     2789.10  (feet) COMP
 OS1010  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 OS1010
 OS1010  VERT ORDER      -  FIRST     CLASS II
 OS1010
 OS1010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS1010  Standards:
 OS1010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS1010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS1010  -------------------------------------------------------------------
 OS1010  NETWORK    0.48   0.92           0.22   0.17   0.47      0.01526389
 OS1010  -------------------------------------------------------------------
 OS1010  Click here for local accuracies and other accuracy information.
 OS1010
 OS1010.The horizontal coordinates were established by GPS observations
 OS1010.and adjusted by the National Geodetic Survey in June 2012.
 OS1010
 OS1010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS1010.been affixed to the stable North American tectonic plate. See 
 OS1010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS1010
 OS1010.The horizontal coordinates are valid at the epoch date displayed above
 OS1010.which is a decimal equivalence of Year/Month/Day.
 OS1010
 OS1010.The orthometric height was determined by differential leveling and
 OS1010.adjusted by the NATIONAL GEODETIC SURVEY
 OS1010.in June 1994.
 OS1010
 OS1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1010.GEOID18 height accuracy estimate available here.
 OS1010
 OS1010.Click photographs - Photos may exist for this station.
 OS1010
 OS1010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS1010
 OS1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS1010
 OS1010.The ellipsoidal height was determined by GPS observations
 OS1010.and is referenced to NAD 83.
 OS1010
 OS1010.The dynamic height is computed by dividing the NAVD 88
 OS1010.geopotential number by the normal gravity value computed on the
 OS1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1010.degrees latitude (g = 980.6199 gals.).
 OS1010
 OS1010.The modeled gravity was interpolated from observed gravity values.
 OS1010
 OS1010. The following values were computed from the NAD 83(2011) position.
 OS1010
 OS1010;                    North         East     Units Scale Factor Converg.
 OS1010;SPC SD S     -   104,207.068   539,251.674   MT  0.99992537   -0 30 58.5
 OS1010;SPC SD S     -   341,886.02  1,769,194.87   sFT  0.99992537   -0 30 58.5
 OS1010;UTM  14      - 4,792,780.748   331,065.635   MT  0.99995107   -1 25 37.8
 OS1010
 OS1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS1010!SPC SD S     -   0.99987006  x   0.99992537  =   0.99979544
 OS1010!UTM  14      -   0.99987006  x   0.99995107  =   0.99982113
 OS1010
 OS1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3106592780(NAD 83)
 OS1010
 OS1010                          SUPERSEDED SURVEY CONTROL
 OS1010
 OS1010  NAD 83(2007)-  43 16 08.05304(N)    101 04 54.02908(W) AD(2002.00) 0
 OS1010  ELLIP H (02/10/07)  828.759  (m)                       GP(2002.00)    
 OS1010  ELLIP H (04/15/04)  828.746  (m)                       GP(       ) 2 1
 OS1010  NAD 83(1996)-  43 16 08.05252(N)    101 04 54.02907(W) AD(       ) B
 OS1010  ELLIP H (04/18/97)  828.790  (m)                       GP(       ) 4 1
 OS1010  NAVD 88             850.45   (m)         2790.2    (f) LEVELING    3  
 OS1010
 OS1010.Superseded values are not recommended for survey control.
 OS1010
 OS1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS1010.See file dsdata.pdf to determine how the superseded data were derived.
 OS1010
 OS1010_MARKER: Z = SEE DESCRIPTION
 OS1010_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS1010_STAMPING: 18-186.05 1993
 OS1010_MARK LOGO: NGS
 OS1010_PROJECTION: FLUSH
 OS1010_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1010+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1010_ROD/PIPE-DEPTH: 6.4 meters
 OS1010_SLEEVE-DEPTH  : 1.8 meters
 OS1010
 OS1010  HISTORY     - Date     Condition        Report By
 OS1010  HISTORY     - 1993     MONUMENTED       SDDT
 OS1010  HISTORY     - 19930919 GOOD             NGS
 OS1010  HISTORY     - 19960731 GOOD             NGS
 OS1010  HISTORY     - 20101004 GOOD             GEOMET
 OS1010  HISTORY     - 20121211 GOOD             INDIV
 OS1010
 OS1010                          STATION DESCRIPTION
 OS1010
 OS1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1010'36.2 KM (22.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1010'OF MAIN STREET IN MISSION, 36.8 M (120.7 FT) NORTHEAST OF MILEPOST
 OS1010'186, 22.5 M (73.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6
 OS1010'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A
 OS1010'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) NORTHWEST OF A METAL GUARD
 OS1010'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 OS1010'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 OS1010'A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS1010'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS1010
 OS1010                          STATION RECOVERY (1996)
 OS1010
 OS1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS1010'THE STATION IS LOCATED 22.5 MI (36.2 KM) WEST OF MISSION AND 3.5 MI
 OS1010'(5.6 KM) SOUTHWEST OF PARMELEE, ON U.S. HIGHWAY 18.  OWNERSHIP--THE
 OS1010'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 OS1010'HIGHWAYS 18 AND 83 NORTH, 3.0 MI (4.8 KM) WEST OF MISSION, GO WEST ON
 OS1010'U.S. HIGHWAY 18 FOR 9.05 MI (14.56 KM) TO THE EAST END OF A BRIDGE
 OS1010'SPANNING THE LITTLE WHITE RIVER, CONTINUE WEST ON HIGHWAY 18 FOR 7.35
 OS1010'MI (11.83 KM) TO THE JUNCTION OF STATE HIGHWAY 63 NORTH, CONTINUE WEST
 OS1010'ON HIGHWAY 18 FOR 3.9 MI (6.3 KM) TO THE STATION ON THE RIGHT.  THE
 OS1010'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 OS1010'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 OS1010'LOCATED 73.8 FT (22.5 M) NORTHWEST OF THE HIGHWAY CENTERLINE, 27.5 FT
 OS1010'(8.4 M) SOUTHWEST OF A HIGH LINE CROSSING, 6.6 FT (2.0 M) BELOW THE
 OS1010'LEVEL OF THE HIGHWAY, 1.9 FT (0.6 M) SOUTHEAST OF A FENCE, 1.3 FT (0.4
 OS1010'M) SOUTHEAST OF A WITNESS POST, AND 1.0 FT (0.3 M) NORTHWEST OF A
 OS1010'METAL GUARD POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS1010'LOGO CAP AND THEN A 4-INCH PVC CAP.
 OS1010
 OS1010                          STATION RECOVERY (2010)
 OS1010
 OS1010'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2010 (JSW)
 OS1010'RECOVERED AS DESCRIBED.
 OS1010
 OS1010                          STATION RECOVERY (2012)
 OS1010
 OS1010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1009 ***********************************************************************
 OS1009  DESIGNATION -  18 186.65
 OS1009  PID         -  OS1009
 OS1009  STATE/COUNTY-  SD/TODD
 OS1009  COUNTRY     -  US
 OS1009  USGS QUAD   -  PARMELEE (2017)
 OS1009
 OS1009                         *CURRENT SURVEY CONTROL
 OS1009  ______________________________________________________________________
 OS1009* NAD 83(1986) POSITION- 43 16 19.     (N) 101 04 06.     (W)   SCALED
 OS1009* NAVD 88 ORTHO HEIGHT -   861.062 (meters)     2825.00  (feet) ADJUSTED
 OS1009  ______________________________________________________________________
 OS1009  GEOID HEIGHT    -        -21.796 (meters)                     GEOID18
 OS1009  DYNAMIC HEIGHT  -        860.726 (meters)     2823.90  (feet) COMP
 OS1009  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 OS1009
 OS1009  VERT ORDER      -  FIRST     CLASS II
 OS1009
 OS1009.The horizontal coordinates were scaled from a map and have
 OS1009.an estimated accuracy of +/- 6 seconds.
 OS1009
 OS1009.The orthometric height was determined by differential leveling and
 OS1009.adjusted by the NATIONAL GEODETIC SURVEY
 OS1009.in June 1994.
 OS1009
 OS1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1009.GEOID18 height accuracy estimate available here.
 OS1009
 OS1009.Click photographs - Photos may exist for this station.
 OS1009
 OS1009.The dynamic height is computed by dividing the NAVD 88
 OS1009.geopotential number by the normal gravity value computed on the
 OS1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1009.degrees latitude (g = 980.6199 gals.).
 OS1009
 OS1009.The modeled gravity was interpolated from observed gravity values.
 OS1009
 OS1009;                    North         East    Units  Estimated Accuracy
 OS1009;SPC SD S     -   104,540.      540,340.      MT  (+/- 180 meters Scaled)
 OS1009
 OS1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN321930(NAD 83)
 OS1009
 OS1009                          SUPERSEDED SURVEY CONTROL
 OS1009
 OS1009.No superseded survey control is available for this station.
 OS1009
 OS1009_MARKER: DB = BENCH MARK DISK
 OS1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1009_STAMPING: 18-186.65 1993
 OS1009_MARK LOGO: SDDT
 OS1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1009+STABILITY: SURFACE MOTION
 OS1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1009+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1009
 OS1009  HISTORY     - Date     Condition        Report By
 OS1009  HISTORY     - 1993     MONUMENTED       SDDT
 OS1009  HISTORY     - 19930929 GOOD             NGS
 OS1009  HISTORY     - 20121211 GOOD             INDIV
 OS1009
 OS1009                          STATION DESCRIPTION
 OS1009
 OS1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1009'35.2 KM (21.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1009'OF MAIN STREET IN MISSION, 1.1 KM (0.70 MI) EAST OF MILEPOST 186,
 OS1009'498.0 M (1633.9 FT) WEST OF MILEPOST 187, 22.5 M (73.8 FT) NORTH OF
 OS1009'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS1009'HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 OS1009'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OS1009'GROUND SURFACE.  NOTE--THE MONUMENT LEANS SLIGHTLY TO THE WEST, BUT
 OS1009'IT IS SOLID IN PLACE.
 OS1009
 OS1009                          STATION RECOVERY (2012)
 OS1009
 OS1009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1008 ***********************************************************************
 OS1008  DESIGNATION -  18 187.70
 OS1008  PID         -  OS1008
 OS1008  STATE/COUNTY-  SD/TODD
 OS1008  COUNTRY     -  US
 OS1008  USGS QUAD   -  PARMELEE (2017)
 OS1008
 OS1008                         *CURRENT SURVEY CONTROL
 OS1008  ______________________________________________________________________
 OS1008* NAD 83(1986) POSITION- 43 16 30.     (N) 101 03 02.     (W)   SCALED
 OS1008* NAVD 88 ORTHO HEIGHT -   851.761 (meters)     2794.49  (feet) ADJUSTED
 OS1008  ______________________________________________________________________
 OS1008  GEOID HEIGHT    -        -21.871 (meters)                     GEOID18
 OS1008  DYNAMIC HEIGHT  -        851.427 (meters)     2793.39  (feet) COMP
 OS1008  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 OS1008
 OS1008  VERT ORDER      -  FIRST     CLASS II
 OS1008
 OS1008.The horizontal coordinates were scaled from a map and have
 OS1008.an estimated accuracy of +/- 6 seconds.
 OS1008
 OS1008.The orthometric height was determined by differential leveling and
 OS1008.adjusted by the NATIONAL GEODETIC SURVEY
 OS1008.in June 1994.
 OS1008
 OS1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1008.GEOID18 height accuracy estimate available here.
 OS1008
 OS1008.Click photographs - Photos may exist for this station.
 OS1008
 OS1008.The dynamic height is computed by dividing the NAVD 88
 OS1008.geopotential number by the normal gravity value computed on the
 OS1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1008.degrees latitude (g = 980.6199 gals.).
 OS1008
 OS1008.The modeled gravity was interpolated from observed gravity values.
 OS1008
 OS1008;                    North         East    Units  Estimated Accuracy
 OS1008;SPC SD S     -   104,860.      541,780.      MT  (+/- 180 meters Scaled)
 OS1008
 OS1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN336933(NAD 83)
 OS1008
 OS1008                          SUPERSEDED SURVEY CONTROL
 OS1008
 OS1008.No superseded survey control is available for this station.
 OS1008
 OS1008_MARKER: DB = BENCH MARK DISK
 OS1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1008_STAMPING: 18-187.70 1993
 OS1008_MARK LOGO: SDDT
 OS1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1008+STABILITY: SURFACE MOTION
 OS1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1008+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1008
 OS1008  HISTORY     - Date     Condition        Report By
 OS1008  HISTORY     - 1993     MONUMENTED       SDDT
 OS1008  HISTORY     - 19930929 GOOD             NGS
 OS1008  HISTORY     - 20121211 GOOD             INDIV
 OS1008
 OS1008                          STATION DESCRIPTION
 OS1008
 OS1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1008'33.5 KM (20.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1008'OF MAIN STREET IN MISSION, 1.15 KM (0.70 MI) NORTHEAST OF MILEPOST
 OS1008'187, 463.0 M (1519.0 FT) SOUTHWEST OF MILEPOST 188, 29.2 M (95.8 FT)
 OS1008'NORTHWEST OF THE HIGHWAY CENTERLINE, 24.3 M (79.7 FT) NORTHEAST OF
 OS1008'THE CENTER OF A GRAVELED ROAD LEADING NORTH, 3.0 M (9.8 FT) ABOVE THE
 OS1008'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A FENCE, 0.4 M (1.3
 OS1008'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 OS1008'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT LEANS SLIGHTLY TO
 OS1008'THE SOUTHWEST, BUT IT IS SOLID IN PLACE.
 OS1008
 OS1008                          STATION RECOVERY (2012)
 OS1008
 OS1008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1007 ***********************************************************************
 OS1007  DESIGNATION -  18 189.05
 OS1007  PID         -  OS1007
 OS1007  STATE/COUNTY-  SD/TODD
 OS1007  COUNTRY     -  US
 OS1007  USGS QUAD   -  PARMELEE (2017)
 OS1007
 OS1007                         *CURRENT SURVEY CONTROL
 OS1007  ______________________________________________________________________
 OS1007* NAD 83(1986) POSITION- 43 17 16.     (N) 101 01 48.     (W)   SCALED
 OS1007* NAVD 88 ORTHO HEIGHT -   839.264 (meters)     2753.49  (feet) ADJUSTED
 OS1007  ______________________________________________________________________
 OS1007  GEOID HEIGHT    -        -21.999 (meters)                     GEOID18
 OS1007  DYNAMIC HEIGHT  -        838.935 (meters)     2752.41  (feet) COMP
 OS1007  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 OS1007
 OS1007  VERT ORDER      -  FIRST     CLASS II
 OS1007
 OS1007.The horizontal coordinates were scaled from a map and have
 OS1007.an estimated accuracy of +/- 6 seconds.
 OS1007
 OS1007.The orthometric height was determined by differential leveling and
 OS1007.adjusted by the NATIONAL GEODETIC SURVEY
 OS1007.in June 1994.
 OS1007
 OS1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1007.GEOID18 height accuracy estimate available here.
 OS1007
 OS1007.Click photographs - Photos may exist for this station.
 OS1007
 OS1007.The dynamic height is computed by dividing the NAVD 88
 OS1007.geopotential number by the normal gravity value computed on the
 OS1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1007.degrees latitude (g = 980.6199 gals.).
 OS1007
 OS1007.The modeled gravity was interpolated from observed gravity values.
 OS1007
 OS1007;                    North         East    Units  Estimated Accuracy
 OS1007;SPC SD S     -   106,270.      543,460.      MT  (+/- 180 meters Scaled)
 OS1007
 OS1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN353947(NAD 83)
 OS1007
 OS1007                          SUPERSEDED SURVEY CONTROL
 OS1007
 OS1007.No superseded survey control is available for this station.
 OS1007
 OS1007_MARKER: DB = BENCH MARK DISK
 OS1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1007_STAMPING: 18-189.05 1993
 OS1007_MARK LOGO: SDDT
 OS1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1007+STABILITY: SURFACE MOTION
 OS1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1007+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1007
 OS1007  HISTORY     - Date     Condition        Report By
 OS1007  HISTORY     - 1993     MONUMENTED       SDDT
 OS1007  HISTORY     - 19930929 GOOD             NGS
 OS1007  HISTORY     - 20121211 GOOD             INDIV
 OS1007
 OS1007                          STATION DESCRIPTION
 OS1007
 OS1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1007'31.4 KM (19.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1007'OF MAIN STREET IN MISSION, 76.0 M (249.3 FT) NORTHEAST OF MILEPOST
 OS1007'189, 22.7 M (74.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6
 OS1007'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A
 OS1007'FENCE, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 OS1007'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OS1007
 OS1007                          STATION RECOVERY (2012)
 OS1007
 OS1007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1006 ***********************************************************************
 OS1006  DESIGNATION -  18 190.15
 OS1006  PID         -  OS1006
 OS1006  STATE/COUNTY-  SD/TODD
 OS1006  COUNTRY     -  US
 OS1006  USGS QUAD   -  PARMELEE (2017)
 OS1006
 OS1006                         *CURRENT SURVEY CONTROL
 OS1006  ______________________________________________________________________
 OS1006* NAD 83(1986) POSITION- 43 17 36.     (N) 101 00 35.     (W)   SCALED
 OS1006* NAVD 88 ORTHO HEIGHT -   824.997 (meters)     2706.68  (feet) ADJUSTED
 OS1006  ______________________________________________________________________
 OS1006  GEOID HEIGHT    -        -22.096 (meters)                     GEOID18
 OS1006  DYNAMIC HEIGHT  -        824.673 (meters)     2705.61  (feet) COMP
 OS1006  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 OS1006
 OS1006  VERT ORDER      -  FIRST     CLASS II
 OS1006
 OS1006.The horizontal coordinates were scaled from a map and have
 OS1006.an estimated accuracy of +/- 6 seconds.
 OS1006
 OS1006.The orthometric height was determined by differential leveling and
 OS1006.adjusted by the NATIONAL GEODETIC SURVEY
 OS1006.in June 1994.
 OS1006
 OS1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1006.GEOID18 height accuracy estimate available here.
 OS1006
 OS1006.Click photographs - Photos may exist for this station.
 OS1006
 OS1006.The dynamic height is computed by dividing the NAVD 88
 OS1006.geopotential number by the normal gravity value computed on the
 OS1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1006.degrees latitude (g = 980.6199 gals.).
 OS1006
 OS1006.The modeled gravity was interpolated from observed gravity values.
 OS1006
 OS1006;                    North         East    Units  Estimated Accuracy
 OS1006;SPC SD S     -   106,870.      545,120.      MT  (+/- 180 meters Scaled)
 OS1006
 OS1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN369953(NAD 83)
 OS1006
 OS1006                          SUPERSEDED SURVEY CONTROL
 OS1006
 OS1006.No superseded survey control is available for this station.
 OS1006
 OS1006_MARKER: DB = BENCH MARK DISK
 OS1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1006_STAMPING: 18-190.15 1993
 OS1006_MARK LOGO: SDDT
 OS1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1006+STABILITY: SURFACE MOTION
 OS1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1006+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1006
 OS1006  HISTORY     - Date     Condition        Report By
 OS1006  HISTORY     - 1993     MONUMENTED       SDDT
 OS1006  HISTORY     - 19930929 GOOD             NGS
 OS1006  HISTORY     - 20121211 GOOD             INDIV
 OS1006
 OS1006                          STATION DESCRIPTION
 OS1006
 OS1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1006'29.6 KM (18.40 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1006'OF MAIN STREET IN MISSION, 261.0 M (856.3 FT) NORTHEAST OF THE
 OS1006'CENTERLINE OF STATE HIGHWAY 63, 228.0 M (748.0 FT) NORTHEAST OF
 OS1006'MILEPOST 190, 22.6 M (74.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 OS1006'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 OS1006'SOUTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A
 OS1006'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1006'GROUND SURFACE.
 OS1006
 OS1006                          STATION RECOVERY (2012)
 OS1006
 OS1006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1005 ***********************************************************************
 OS1005  DESIGNATION -  18 191.15
 OS1005  PID         -  OS1005
 OS1005  STATE/COUNTY-  SD/TODD
 OS1005  COUNTRY     -  US
 OS1005  USGS QUAD   -  SOLDIER CREEK (2017)
 OS1005
 OS1005                         *CURRENT SURVEY CONTROL
 OS1005  ______________________________________________________________________
 OS1005* NAD 83(1986) POSITION- 43 17 39.     (N) 100 59 24.     (W)   SCALED
 OS1005* NAVD 88 ORTHO HEIGHT -   834.029 (meters)     2736.31  (feet) ADJUSTED
 OS1005  ______________________________________________________________________
 OS1005  GEOID HEIGHT    -        -22.169 (meters)                     GEOID18
 OS1005  DYNAMIC HEIGHT  -        833.702 (meters)     2735.24  (feet) COMP
 OS1005  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 OS1005
 OS1005  VERT ORDER      -  FIRST     CLASS II
 OS1005
 OS1005.The horizontal coordinates were scaled from a map and have
 OS1005.an estimated accuracy of +/- 6 seconds.
 OS1005
 OS1005.The orthometric height was determined by differential leveling and
 OS1005.adjusted by the NATIONAL GEODETIC SURVEY
 OS1005.in June 1994.
 OS1005
 OS1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1005.GEOID18 height accuracy estimate available here.
 OS1005
 OS1005.Click photographs - Photos may exist for this station.
 OS1005
 OS1005.The dynamic height is computed by dividing the NAVD 88
 OS1005.geopotential number by the normal gravity value computed on the
 OS1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1005.degrees latitude (g = 980.6199 gals.).
 OS1005
 OS1005.The modeled gravity was interpolated from observed gravity values.
 OS1005
 OS1005;                    North         East    Units  Estimated Accuracy
 OS1005;SPC SD S     -   106,950.      546,720.      MT  (+/- 180 meters Scaled)
 OS1005
 OS1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN385954(NAD 83)
 OS1005
 OS1005                          SUPERSEDED SURVEY CONTROL
 OS1005
 OS1005.No superseded survey control is available for this station.
 OS1005
 OS1005_MARKER: DB = BENCH MARK DISK
 OS1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1005_STAMPING: 18-191.15 1993
 OS1005_MARK LOGO: SDDT
 OS1005_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1005+STABILITY: SURFACE MOTION
 OS1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1005+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1005
 OS1005  HISTORY     - Date     Condition        Report By
 OS1005  HISTORY     - 1993     MONUMENTED       SDDT
 OS1005  HISTORY     - 19930929 GOOD             NGS
 OS1005  HISTORY     - 20121211 GOOD             INDIV
 OS1005
 OS1005                          STATION DESCRIPTION
 OS1005
 OS1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1005'28.0 KM (17.40 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1005'OF MAIN STREET IN MISSION, 195.0 M (639.8 FT) EAST OF MILEPOST 191,
 OS1005'22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 OS1005'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OS1005'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OS1005'GROUND SURFACE.
 OS1005
 OS1005                          STATION RECOVERY (2012)
 OS1005
 OS1005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1004 ***********************************************************************
 OS1004  DESIGNATION -  18 191.55
 OS1004  PID         -  OS1004
 OS1004  STATE/COUNTY-  SD/TODD
 OS1004  COUNTRY     -  US
 OS1004  USGS QUAD   -  SOLDIER CREEK (2017)
 OS1004
 OS1004                         *CURRENT SURVEY CONTROL
 OS1004  ______________________________________________________________________
 OS1004* NAD 83(1986) POSITION- 43 17 46.     (N) 100 59 00.     (W)   SCALED
 OS1004* NAVD 88 ORTHO HEIGHT -   831.887 (meters)     2729.28  (feet) ADJUSTED
 OS1004  ______________________________________________________________________
 OS1004  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 OS1004  DYNAMIC HEIGHT  -        831.561 (meters)     2728.21  (feet) COMP
 OS1004  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 OS1004
 OS1004  VERT ORDER      -  FIRST     CLASS II
 OS1004
 OS1004.The horizontal coordinates were scaled from a map and have
 OS1004.an estimated accuracy of +/- 6 seconds.
 OS1004
 OS1004.The orthometric height was determined by differential leveling and
 OS1004.adjusted by the NATIONAL GEODETIC SURVEY
 OS1004.in June 1994.
 OS1004
 OS1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1004.GEOID18 height accuracy estimate available here.
 OS1004
 OS1004.Click photographs - Photos may exist for this station.
 OS1004
 OS1004.The dynamic height is computed by dividing the NAVD 88
 OS1004.geopotential number by the normal gravity value computed on the
 OS1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1004.degrees latitude (g = 980.6199 gals.).
 OS1004
 OS1004.The modeled gravity was interpolated from observed gravity values.
 OS1004
 OS1004;                    North         East    Units  Estimated Accuracy
 OS1004;SPC SD S     -   107,160.      547,260.      MT  (+/- 180 meters Scaled)
 OS1004
 OS1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN391956(NAD 83)
 OS1004
 OS1004                          SUPERSEDED SURVEY CONTROL
 OS1004
 OS1004.No superseded survey control is available for this station.
 OS1004
 OS1004_MARKER: Z = SEE DESCRIPTION
 OS1004_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS1004_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS1004_STAMPING: 18-191.55 1993
 OS1004_MARK LOGO: NGS
 OS1004_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1004_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS1004+STABILITY: POSITION/ELEVATION WELL
 OS1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1004+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1004_ROD/PIPE-DEPTH: 6.4 meters
 OS1004_SLEEVE-DEPTH  : 3.0 meters
 OS1004
 OS1004  HISTORY     - Date     Condition        Report By
 OS1004  HISTORY     - 1993     MONUMENTED       SDDT
 OS1004  HISTORY     - 19930919 GOOD             NGS
 OS1004  HISTORY     - 20121211 GOOD             INDIV
 OS1004
 OS1004                          STATION DESCRIPTION
 OS1004
 OS1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1004'27.4 KM (17.00 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1004'OF MAIN STREET IN MISSION, 0.8 KM (0.50 MI) EAST OF MILEPOST 191,
 OS1004'25.7 M (84.3 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING
 OS1004'NORTH AND THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTH, 22.9 M
 OS1004'(75.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) EAST OF
 OS1004'A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OS1004'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 OS1004'NORTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OS1004'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OS1004'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OS1004'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OS1004'PVC PIPE.
 OS1004
 OS1004                          STATION RECOVERY (2012)
 OS1004
 OS1004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1003 ***********************************************************************
 OS1003  DESIGNATION -  18 192.30
 OS1003  PID         -  OS1003
 OS1003  STATE/COUNTY-  SD/TODD
 OS1003  COUNTRY     -  US
 OS1003  USGS QUAD   -  SOLDIER CREEK (2017)
 OS1003
 OS1003                         *CURRENT SURVEY CONTROL
 OS1003  ______________________________________________________________________
 OS1003* NAD 83(1986) POSITION- 43 18 03.     (N) 100 58 05.     (W)   SCALED
 OS1003* NAVD 88 ORTHO HEIGHT -   819.305 (meters)     2688.00  (feet) ADJUSTED
 OS1003  ______________________________________________________________________
 OS1003  GEOID HEIGHT    -        -22.278 (meters)                     GEOID18
 OS1003  DYNAMIC HEIGHT  -        818.985 (meters)     2686.95  (feet) COMP
 OS1003  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 OS1003
 OS1003  VERT ORDER      -  FIRST     CLASS II
 OS1003
 OS1003.The horizontal coordinates were scaled from a map and have
 OS1003.an estimated accuracy of +/- 6 seconds.
 OS1003
 OS1003.The orthometric height was determined by differential leveling and
 OS1003.adjusted by the NATIONAL GEODETIC SURVEY
 OS1003.in June 1994.
 OS1003
 OS1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1003.GEOID18 height accuracy estimate available here.
 OS1003
 OS1003.Click photographs - Photos may exist for this station.
 OS1003
 OS1003.The dynamic height is computed by dividing the NAVD 88
 OS1003.geopotential number by the normal gravity value computed on the
 OS1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1003.degrees latitude (g = 980.6199 gals.).
 OS1003
 OS1003.The modeled gravity was interpolated from observed gravity values.
 OS1003
 OS1003;                    North         East    Units  Estimated Accuracy
 OS1003;SPC SD S     -   107,680.      548,500.      MT  (+/- 180 meters Scaled)
 OS1003
 OS1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN403961(NAD 83)
 OS1003
 OS1003                          SUPERSEDED SURVEY CONTROL
 OS1003
 OS1003.No superseded survey control is available for this station.
 OS1003
 OS1003_MARKER: DB = BENCH MARK DISK
 OS1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1003_STAMPING: 18-192.30 1993
 OS1003_MARK LOGO: SDDT
 OS1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1003+STABILITY: SURFACE MOTION
 OS1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1003+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1003
 OS1003  HISTORY     - Date     Condition        Report By
 OS1003  HISTORY     - 1993     MONUMENTED       SDDT
 OS1003  HISTORY     - 19930929 GOOD             NGS
 OS1003  HISTORY     - 20121211 GOOD             INDIV
 OS1003
 OS1003                          STATION DESCRIPTION
 OS1003
 OS1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1003'26.2 KM (16.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1003'OF MAIN STREET IN MISSION, 396.0 M (1299.2 FT) NORTHEAST OF MILEPOST
 OS1003'192, 37.0 M (121.4 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING
 OS1003'SOUTH TO A FRAME HOUSE, 23.6 M (77.4 FT) SOUTHEAST OF THE HIGHWAY
 OS1003'CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 OS1003'FT) NORTHWEST OF A T-FENCE CORNER, 0.2 M (0.7 FT) NORTHWEST OF A
 OS1003'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS1003'GROUND SURFACE.
 OS1003
 OS1003                          STATION RECOVERY (2012)
 OS1003
 OS1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1002 ***********************************************************************
 OS1002  DESIGNATION -  18 193.30
 OS1002  PID         -  OS1002
 OS1002  STATE/COUNTY-  SD/TODD
 OS1002  COUNTRY     -  US
 OS1002  USGS QUAD   -  SOLDIER CREEK (2017)
 OS1002
 OS1002                         *CURRENT SURVEY CONTROL
 OS1002  ______________________________________________________________________
 OS1002* NAD 83(1986) POSITION- 43 18 19.     (N) 100 56 57.     (W)   SCALED
 OS1002* NAVD 88 ORTHO HEIGHT -   805.233 (meters)     2641.84  (feet) ADJUSTED
 OS1002  ______________________________________________________________________
 OS1002  GEOID HEIGHT    -        -22.367 (meters)                     GEOID18
 OS1002  DYNAMIC HEIGHT  -        804.923 (meters)     2640.82  (feet) COMP
 OS1002  MODELED GRAVITY -    980,207.8   (mgal)                       NAVD 88
 OS1002
 OS1002  VERT ORDER      -  FIRST     CLASS II
 OS1002
 OS1002.The horizontal coordinates were scaled from a map and have
 OS1002.an estimated accuracy of +/- 6 seconds.
 OS1002
 OS1002.The orthometric height was determined by differential leveling and
 OS1002.adjusted by the NATIONAL GEODETIC SURVEY
 OS1002.in June 1994.
 OS1002
 OS1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1002.GEOID18 height accuracy estimate available here.
 OS1002
 OS1002.Click photographs - Photos may exist for this station.
 OS1002
 OS1002.The dynamic height is computed by dividing the NAVD 88
 OS1002.geopotential number by the normal gravity value computed on the
 OS1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1002.degrees latitude (g = 980.6199 gals.).
 OS1002
 OS1002.The modeled gravity was interpolated from observed gravity values.
 OS1002
 OS1002;                    North         East    Units  Estimated Accuracy
 OS1002;SPC SD S     -   108,160.      550,040.      MT  (+/- 180 meters Scaled)
 OS1002
 OS1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN419965(NAD 83)
 OS1002
 OS1002                          SUPERSEDED SURVEY CONTROL
 OS1002
 OS1002.No superseded survey control is available for this station.
 OS1002
 OS1002_MARKER: DB = BENCH MARK DISK
 OS1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1002_STAMPING: 18-193.30 1993
 OS1002_MARK LOGO: SDDT
 OS1002_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1002+STABILITY: SURFACE MOTION
 OS1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1002+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1002
 OS1002  HISTORY     - Date     Condition        Report By
 OS1002  HISTORY     - 1993     MONUMENTED       SDDT
 OS1002  HISTORY     - 19930929 GOOD             NGS
 OS1002  HISTORY     - 20121211 GOOD             INDIV
 OS1002
 OS1002                          STATION DESCRIPTION
 OS1002
 OS1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1002'24.5 KM (15.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1002'OF MAIN STREET IN MISSION, 495.0 M (1624.0 FT) EAST OF MILEPOST 193,
 OS1002'22.1 M (72.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT)
 OS1002'SOUTH OF A DOUBLE POLE OF A BRACED FENCE POST, 0.3 M (1.0 FT) BELOW
 OS1002'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND
 OS1002'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1002
 OS1002                          STATION RECOVERY (2012)
 OS1002
 OS1002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1001 ***********************************************************************
 OS1001  DESIGNATION -  18 194.30
 OS1001  PID         -  OS1001
 OS1001  STATE/COUNTY-  SD/TODD
 OS1001  COUNTRY     -  US
 OS1001  USGS QUAD   -  SOLDIER CREEK (2017)
 OS1001
 OS1001                         *CURRENT SURVEY CONTROL
 OS1001  ______________________________________________________________________
 OS1001* NAD 83(1986) POSITION- 43 18 09.     (N) 100 55 45.     (W)   SCALED
 OS1001* NAVD 88 ORTHO HEIGHT -   788.126 (meters)     2585.71  (feet) ADJUSTED
 OS1001  ______________________________________________________________________
 OS1001  GEOID HEIGHT    -        -22.426 (meters)                     GEOID18
 OS1001  DYNAMIC HEIGHT  -        787.825 (meters)     2584.72  (feet) COMP
 OS1001  MODELED GRAVITY -    980,212.3   (mgal)                       NAVD 88
 OS1001
 OS1001  VERT ORDER      -  FIRST     CLASS II
 OS1001
 OS1001.The horizontal coordinates were scaled from a map and have
 OS1001.an estimated accuracy of +/- 6 seconds.
 OS1001
 OS1001.The orthometric height was determined by differential leveling and
 OS1001.adjusted by the NATIONAL GEODETIC SURVEY
 OS1001.in June 1994.
 OS1001
 OS1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1001.GEOID18 height accuracy estimate available here.
 OS1001
 OS1001.Click photographs - Photos may exist for this station.
 OS1001
 OS1001.The dynamic height is computed by dividing the NAVD 88
 OS1001.geopotential number by the normal gravity value computed on the
 OS1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1001.degrees latitude (g = 980.6199 gals.).
 OS1001
 OS1001.The modeled gravity was interpolated from observed gravity values.
 OS1001
 OS1001;                    North         East    Units  Estimated Accuracy
 OS1001;SPC SD S     -   107,840.      551,660.      MT  (+/- 180 meters Scaled)
 OS1001
 OS1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN435962(NAD 83)
 OS1001
 OS1001                          SUPERSEDED SURVEY CONTROL
 OS1001
 OS1001.No superseded survey control is available for this station.
 OS1001
 OS1001_MARKER: DB = BENCH MARK DISK
 OS1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1001_STAMPING: 18-194.30 1993
 OS1001_MARK LOGO: SDDT
 OS1001_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1001+STABILITY: SURFACE MOTION
 OS1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1001+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1001
 OS1001  HISTORY     - Date     Condition        Report By
 OS1001  HISTORY     - 1993     MONUMENTED       SDDT
 OS1001  HISTORY     - 19930929 GOOD             NGS
 OS1001  HISTORY     - 20121211 GOOD             INDIV
 OS1001
 OS1001                          STATION DESCRIPTION
 OS1001
 OS1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1001'22.9 KM (14.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1001'OF MAIN STREET IN MISSION, 469.0 M (1538.7 FT) EAST OF MILEPOST 194,
 OS1001'22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 OS1001'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT) SOUTH OF A
 OS1001'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 OS1001'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OS1001'ABOVE THE GROUND SURFACE.
 OS1001
 OS1001                          STATION RECOVERY (2012)
 OS1001
 OS1001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1000 ***********************************************************************
 OS1000  DESIGNATION -  18 194.90
 OS1000  PID         -  OS1000
 OS1000  STATE/COUNTY-  SD/TODD
 OS1000  COUNTRY     -  US
 OS1000  USGS QUAD   -  SOLDIER CREEK (2017)
 OS1000
 OS1000                         *CURRENT SURVEY CONTROL
 OS1000  ______________________________________________________________________
 OS1000* NAD 83(1986) POSITION- 43 18 15.     (N) 100 55 03.     (W)   SCALED
 OS1000* NAVD 88 ORTHO HEIGHT -   786.068 (meters)     2578.96  (feet) ADJUSTED
 OS1000  ______________________________________________________________________
 OS1000  GEOID HEIGHT    -        -22.476 (meters)                     GEOID18
 OS1000  DYNAMIC HEIGHT  -        785.770 (meters)     2577.98  (feet) COMP
 OS1000  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 OS1000
 OS1000  VERT ORDER      -  FIRST     CLASS II
 OS1000
 OS1000.The horizontal coordinates were scaled from a map and have
 OS1000.an estimated accuracy of +/- 6 seconds.
 OS1000
 OS1000.The orthometric height was determined by differential leveling and
 OS1000.adjusted by the NATIONAL GEODETIC SURVEY
 OS1000.in June 1994.
 OS1000
 OS1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1000.GEOID18 height accuracy estimate available here.
 OS1000
 OS1000.Click photographs - Photos may exist for this station.
 OS1000
 OS1000.The dynamic height is computed by dividing the NAVD 88
 OS1000.geopotential number by the normal gravity value computed on the
 OS1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1000.degrees latitude (g = 980.6199 gals.).
 OS1000
 OS1000.The modeled gravity was interpolated from observed gravity values.
 OS1000
 OS1000;                    North         East    Units  Estimated Accuracy
 OS1000;SPC SD S     -   108,020.      552,610.      MT  (+/- 180 meters Scaled)
 OS1000
 OS1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN444963(NAD 83)
 OS1000
 OS1000                          SUPERSEDED SURVEY CONTROL
 OS1000
 OS1000.No superseded survey control is available for this station.
 OS1000
 OS1000_MARKER: DB = BENCH MARK DISK
 OS1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1000_STAMPING: 18-194.90 1993
 OS1000_MARK LOGO: SDDT
 OS1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1000+STABILITY: SURFACE MOTION
 OS1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1000+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 OS1000
 OS1000  HISTORY     - Date     Condition        Report By
 OS1000  HISTORY     - 1993     MONUMENTED       SDDT
 OS1000  HISTORY     - 19930929 GOOD             NGS
 OS1000  HISTORY     - 20121211 GOOD             INDIV
 OS1000
 OS1000                          STATION DESCRIPTION
 OS1000
 OS1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1000'21.9 KM (13.60 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1000'OF MAIN STREET IN MISSION, 1.5 KM (0.95 MI) EAST OF MILEPOST 194,
 OS1000'126.0 M (413.4 FT) WEST OF MILEPOST 195, 22.3 M (73.2 FT) NORTH OF
 OS1000'THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT) WEST OF THE EXTENDED CENTER
 OS1000'OF A DRIVEWAY LEADING SOUTH, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 OS1000'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 OS1000'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS1000
 OS1000                          STATION RECOVERY (2012)
 OS1000
 OS1000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0999 ***********************************************************************
 OS0999  DESIGNATION -  18 195.80
 OS0999  PID         -  OS0999
 OS0999  STATE/COUNTY-  SD/TODD
 OS0999  COUNTRY     -  US
 OS0999  USGS QUAD   -  SOLDIER CREEK (2017)
 OS0999
 OS0999                         *CURRENT SURVEY CONTROL
 OS0999  ______________________________________________________________________
 OS0999* NAD 83(1986) POSITION- 43 18 36.     (N) 100 54 06.     (W)   SCALED
 OS0999* NAVD 88 ORTHO HEIGHT -   776.828 (meters)     2548.64  (feet) ADJUSTED
 OS0999  ______________________________________________________________________
 OS0999  GEOID HEIGHT    -        -22.559 (meters)                     GEOID18
 OS0999  DYNAMIC HEIGHT  -        776.536 (meters)     2547.69  (feet) COMP
 OS0999  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 OS0999
 OS0999  VERT ORDER      -  FIRST     CLASS II
 OS0999
 OS0999.The horizontal coordinates were scaled from a map and have
 OS0999.an estimated accuracy of +/- 6 seconds.
 OS0999
 OS0999.The orthometric height was determined by differential leveling and
 OS0999.adjusted by the NATIONAL GEODETIC SURVEY
 OS0999.in June 1994.
 OS0999
 OS0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0999.GEOID18 height accuracy estimate available here.
 OS0999
 OS0999.Click photographs - Photos may exist for this station.
 OS0999
 OS0999.The dynamic height is computed by dividing the NAVD 88
 OS0999.geopotential number by the normal gravity value computed on the
 OS0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0999.degrees latitude (g = 980.6199 gals.).
 OS0999
 OS0999.The modeled gravity was interpolated from observed gravity values.
 OS0999
 OS0999;                    North         East    Units  Estimated Accuracy
 OS0999;SPC SD S     -   108,660.      553,900.      MT  (+/- 180 meters Scaled)
 OS0999
 OS0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN457969(NAD 83)
 OS0999
 OS0999                          SUPERSEDED SURVEY CONTROL
 OS0999
 OS0999.No superseded survey control is available for this station.
 OS0999
 OS0999_MARKER: DB = BENCH MARK DISK
 OS0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0999_STAMPING: 18-195.80 1993
 OS0999_MARK LOGO: SDDT
 OS0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0999+STABILITY: SURFACE MOTION
 OS0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0999+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OS0999
 OS0999  HISTORY     - Date     Condition        Report By
 OS0999  HISTORY     - 1993     MONUMENTED       SDDT
 OS0999  HISTORY     - 19930929 GOOD             NGS
 OS0999  HISTORY     - 20121212 GOOD             INDIV
 OS0999
 OS0999                          STATION DESCRIPTION
 OS0999
 OS0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0999'20.4 KM (12.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0999'OF MAIN STREET IN MISSION, 1.4 KM (0.85 MI) NORTHEAST OF MILEPOST
 OS0999'195, 254.0 M (833.3 FT) SOUTHWEST OF MILEPOST 196, 22.2 M (72.8 FT)
 OS0999'SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL
 OS0999'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 OS0999'NEAR THE CENTER OF 3 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH
 OS0999'WITH THE GROUND SURFACE.
 OS0999
 OS0999                          STATION RECOVERY (2012)
 OS0999
 OS0999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0998 ***********************************************************************
 OS0998  CBN         -  This is a Cooperative Base Network Control Station.
 OS0998  DESIGNATION -  18 197.00
 OS0998  PID         -  OS0998
 OS0998  STATE/COUNTY-  SD/TODD
 OS0998  COUNTRY     -  US
 OS0998  USGS QUAD   -  SOLDIER CREEK (2017)
 OS0998
 OS0998                         *CURRENT SURVEY CONTROL
 OS0998  ______________________________________________________________________
 OS0998* NAD 83(2011) POSITION- 43 19 24.37421(N) 100 53 20.69981(W)   ADJUSTED
 OS0998* NAD 83(2011) ELLIP HT-   687.795 (meters)        (06/27/12)   ADJUSTED
 OS0998* NAD 83(2011) EPOCH   -  2010.00
 OS0998* NAVD 88 ORTHO HEIGHT -   710.464 (meters)     2330.91  (feet) ADJUSTED
 OS0998  ______________________________________________________________________
 OS0998  GEOID HEIGHT    -        -22.666 (meters)                     GEOID18
 OS0998  NAD 83(2011) X  -   -878,022.123 (meters)                     COMP
 OS0998  NAD 83(2011) Y  - -4,564,187.440 (meters)                     COMP
 OS0998  NAD 83(2011) Z  -  4,354,183.762 (meters)                     COMP
 OS0998  LAPLACE CORR    -         -8.08  (seconds)                    DEFLEC18
 OS0998  DYNAMIC HEIGHT  -        710.191 (meters)     2330.02  (feet) COMP
 OS0998  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 OS0998
 OS0998  VERT ORDER      -  FIRST     CLASS II
 OS0998
 OS0998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0998  Standards:
 OS0998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0998  -------------------------------------------------------------------
 OS0998  NETWORK    0.45   0.90           0.21   0.15   0.46     -0.00159224
 OS0998  -------------------------------------------------------------------
 OS0998  Click here for local accuracies and other accuracy information.
 OS0998
 OS0998.The horizontal coordinates were established by GPS observations
 OS0998.and adjusted by the National Geodetic Survey in June 2012.
 OS0998
 OS0998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0998.been affixed to the stable North American tectonic plate. See 
 OS0998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0998
 OS0998.The horizontal coordinates are valid at the epoch date displayed above
 OS0998.which is a decimal equivalence of Year/Month/Day.
 OS0998
 OS0998.The orthometric height was determined by differential leveling and
 OS0998.adjusted by the NATIONAL GEODETIC SURVEY
 OS0998.in June 1994.
 OS0998
 OS0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0998.GEOID18 height accuracy estimate available here.
 OS0998
 OS0998.Click photographs - Photos may exist for this station.
 OS0998
 OS0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0998
 OS0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0998
 OS0998.The ellipsoidal height was determined by GPS observations
 OS0998.and is referenced to NAD 83.
 OS0998
 OS0998.The dynamic height is computed by dividing the NAVD 88
 OS0998.geopotential number by the normal gravity value computed on the
 OS0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0998.degrees latitude (g = 980.6199 gals.).
 OS0998
 OS0998.The modeled gravity was interpolated from observed gravity values.
 OS0998
 OS0998. The following values were computed from the NAD 83(2011) position.
 OS0998
 OS0998;                    North         East     Units Scale Factor Converg.
 OS0998;SPC SD S     -   110,142.328   554,925.969   MT  0.99992005   -0 23 00.2
 OS0998;SPC SD S     -   361,358.62  1,820,619.62   sFT  0.99992005   -0 23 00.2
 OS0998;UTM  14      - 4,798,465.759   346,832.361   MT  0.99988859   -1 17 47.0
 OS0998
 OS0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0998!SPC SD S     -   0.99989215  x   0.99992005  =   0.99981221
 OS0998!UTM  14      -   0.99989215  x   0.99988859  =   0.99978076
 OS0998
 OS0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4683298465(NAD 83)
 OS0998
 OS0998                          SUPERSEDED SURVEY CONTROL
 OS0998
 OS0998  NAD 83(2007)-  43 19 24.37407(N)    100 53 20.70068(W) AD(2002.00) 0
 OS0998  ELLIP H (02/10/07)  687.825  (m)                       GP(2002.00)    
 OS0998  NAD 83(1995)-  43 19 24.37363(N)    100 53 20.70061(W) AD(       ) A
 OS0998  ELLIP H (06/23/03)  687.834  (m)                       GP(       ) 3 1
 OS0998  NAVD 88             710.46   (m)         2330.9    (f) LEVELING    3  
 OS0998
 OS0998.Superseded values are not recommended for survey control.
 OS0998
 OS0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0998.See file dsdata.pdf to determine how the superseded data were derived.
 OS0998
 OS0998_MARKER: Z = SEE DESCRIPTION
 OS0998_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0998_STAMPING: 18-197.00 1993
 OS0998_MARK LOGO: NGS
 OS0998_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0998_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0998+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OS0998_ROD/PIPE-DEPTH: 6.40 meters
 OS0998_SLEEVE-DEPTH  : 3.00 meters
 OS0998
 OS0998  HISTORY     - Date     Condition        Report By
 OS0998  HISTORY     - 1993     MONUMENTED       SDDT
 OS0998  HISTORY     - 19930919 GOOD             NGS
 OS0998  HISTORY     - 20020521 GOOD             SDDT
 OS0998  HISTORY     - 20101004 GOOD             GEOMET
 OS0998  HISTORY     - 20121212 GOOD             INDIV
 OS0998
 OS0998                          STATION DESCRIPTION
 OS0998
 OS0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0998'19.5 KM (12.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0998'OF MAIN STREET IN MISSION, 42.8 M (140.4 FT) NORTHEAST OF MILEPOST
 OS0998'197, 23.4 M (76.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 OS0998'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF THE
 OS0998'NORTHEAST END OF A BRACED FENCE POST, 0.3 M (1.0 FT) SOUTH OF A
 OS0998'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 OS0998'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 OS0998'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 OS0998'A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0998'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS0998
 OS0998                          STATION RECOVERY (2002)
 OS0998
 OS0998'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OS0998'RECOVERED AS DESCRIBED
 OS0998'
 OS0998
 OS0998                          STATION RECOVERY (2010)
 OS0998
 OS0998'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2010 (BKK)
 OS0998'RECOVERED AS DESCRIBED.
 OS0998
 OS0998                          STATION RECOVERY (2012)
 OS0998
 OS0998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0997 ***********************************************************************
 OS0997  DESIGNATION -  18 197.55
 OS0997  PID         -  OS0997
 OS0997  STATE/COUNTY-  SD/TODD
 OS0997  COUNTRY     -  US
 OS0997  USGS QUAD   -  SOLDIER CREEK (2017)
 OS0997
 OS0997                         *CURRENT SURVEY CONTROL
 OS0997  ______________________________________________________________________
 OS0997* NAD 83(1986) POSITION- 43 19 38.     (N) 100 52 37.     (W)   SCALED
 OS0997* NAVD 88 ORTHO HEIGHT -   728.649 (meters)     2390.58  (feet) ADJUSTED
 OS0997  ______________________________________________________________________
 OS0997  GEOID HEIGHT    -        -22.723 (meters)                     GEOID18
 OS0997  DYNAMIC HEIGHT  -        728.368 (meters)     2389.65  (feet) COMP
 OS0997  MODELED GRAVITY -    980,210.1   (mgal)                       NAVD 88
 OS0997
 OS0997  VERT ORDER      -  FIRST     CLASS II
 OS0997
 OS0997.The horizontal coordinates were scaled from a map and have
 OS0997.an estimated accuracy of +/- 6 seconds.
 OS0997
 OS0997.The orthometric height was determined by differential leveling and
 OS0997.adjusted by the NATIONAL GEODETIC SURVEY
 OS0997.in June 1994.
 OS0997
 OS0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0997.GEOID18 height accuracy estimate available here.
 OS0997
 OS0997.Click photographs - Photos may exist for this station.
 OS0997
 OS0997.The dynamic height is computed by dividing the NAVD 88
 OS0997.geopotential number by the normal gravity value computed on the
 OS0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0997.degrees latitude (g = 980.6199 gals.).
 OS0997
 OS0997.The modeled gravity was interpolated from observed gravity values.
 OS0997
 OS0997;                    North         East    Units  Estimated Accuracy
 OS0997;SPC SD S     -   110,560.      555,910.      MT  (+/- 180 meters Scaled)
 OS0997
 OS0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN478988(NAD 83)
 OS0997
 OS0997                          SUPERSEDED SURVEY CONTROL
 OS0997
 OS0997.No superseded survey control is available for this station.
 OS0997
 OS0997_MARKER: DB = BENCH MARK DISK
 OS0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0997_STAMPING: 18-197.55 1993
 OS0997_MARK LOGO: SDDT
 OS0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0997+STABILITY: SURFACE MOTION
 OS0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0997+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OS0997
 OS0997  HISTORY     - Date     Condition        Report By
 OS0997  HISTORY     - 1993     MONUMENTED       SDDT
 OS0997  HISTORY     - 19930929 GOOD             NGS
 OS0997  HISTORY     - 20121212 GOOD             INDIV
 OS0997
 OS0997                          STATION DESCRIPTION
 OS0997
 OS0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0997'18.6 KM (11.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0997'OF MAIN STREET IN MISSION, 0.9 KM (0.55 MI) SOUTHEAST OF MILEPOST
 OS0997'197, 221.0 M (725.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 OS0997'NORTH, 37.8 M (124.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.3 M (4.3
 OS0997'FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0997'0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OS0997'WITH THE GROUND SURFACE.
 OS0997
 OS0997                          STATION RECOVERY (2012)
 OS0997
 OS0997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0996 ***********************************************************************
 OS0996  DESIGNATION -  18 198.30
 OS0996  PID         -  OS0996
 OS0996  STATE/COUNTY-  SD/TODD
 OS0996  COUNTRY     -  US
 OS0996  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0996
 OS0996                         *CURRENT SURVEY CONTROL
 OS0996  ______________________________________________________________________
 OS0996* NAD 83(1986) POSITION- 43 19 23.     (N) 100 51 53.     (W)   SCALED
 OS0996* NAVD 88 ORTHO HEIGHT -   769.202 (meters)     2523.62  (feet) ADJUSTED
 OS0996  ______________________________________________________________________
 OS0996  GEOID HEIGHT    -        -22.743 (meters)                     GEOID18
 OS0996  DYNAMIC HEIGHT  -        768.903 (meters)     2522.64  (feet) COMP
 OS0996  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 OS0996
 OS0996  VERT ORDER      -  FIRST     CLASS II
 OS0996
 OS0996.The horizontal coordinates were scaled from a map and have
 OS0996.an estimated accuracy of +/- 6 seconds.
 OS0996
 OS0996.The orthometric height was determined by differential leveling and
 OS0996.adjusted by the NATIONAL GEODETIC SURVEY
 OS0996.in June 1994.
 OS0996
 OS0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0996.GEOID18 height accuracy estimate available here.
 OS0996
 OS0996.Click photographs - Photos may exist for this station.
 OS0996
 OS0996.The dynamic height is computed by dividing the NAVD 88
 OS0996.geopotential number by the normal gravity value computed on the
 OS0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0996.degrees latitude (g = 980.6199 gals.).
 OS0996
 OS0996.The modeled gravity was interpolated from observed gravity values.
 OS0996
 OS0996;                    North         East    Units  Estimated Accuracy
 OS0996;SPC SD S     -   110,090.      556,900.      MT  (+/- 180 meters Scaled)
 OS0996
 OS0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN488983(NAD 83)
 OS0996
 OS0996                          SUPERSEDED SURVEY CONTROL
 OS0996
 OS0996.No superseded survey control is available for this station.
 OS0996
 OS0996_MARKER: DB = BENCH MARK DISK
 OS0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0996_STAMPING: 18-198.30 1993
 OS0996_MARK LOGO: SDDT
 OS0996_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0996+STABILITY: SURFACE MOTION
 OS0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0996+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OS0996
 OS0996  HISTORY     - Date     Condition        Report By
 OS0996  HISTORY     - 1993     MONUMENTED       SDDT
 OS0996  HISTORY     - 19930929 GOOD             NGS
 OS0996  HISTORY     - 20121212 GOOD             INDIV
 OS0996
 OS0996                          STATION DESCRIPTION
 OS0996
 OS0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0996'17.3 KM (10.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0996'OF MAIN STREET IN MISSION, 540.0 M (1771.6 FT) SOUTHEAST OF MILEPOST
 OS0996'198, 22.0 M (72.2 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.0 M
 OS0996'(13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF
 OS0996'A FENCE, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 OS0996'IS FLUSH WITH THE GROUND SURFACE.
 OS0996
 OS0996                          STATION RECOVERY (2012)
 OS0996
 OS0996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0995 ***********************************************************************
 OS0995  DESIGNATION -  18 199.00
 OS0995  PID         -  OS0995
 OS0995  STATE/COUNTY-  SD/TODD
 OS0995  COUNTRY     -  US
 OS0995  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0995
 OS0995                         *CURRENT SURVEY CONTROL
 OS0995  ______________________________________________________________________
 OS0995* NAD 83(1986) POSITION- 43 19 18.     (N) 100 51 06.     (W)   SCALED
 OS0995* NAVD 88 ORTHO HEIGHT -   804.117 (meters)     2638.17  (feet) ADJUSTED
 OS0995  ______________________________________________________________________
 OS0995  GEOID HEIGHT    -        -22.777 (meters)                     GEOID18
 OS0995  DYNAMIC HEIGHT  -        803.800 (meters)     2637.13  (feet) COMP
 OS0995  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 OS0995
 OS0995  VERT ORDER      -  FIRST     CLASS II
 OS0995
 OS0995.The horizontal coordinates were scaled from a map and have
 OS0995.an estimated accuracy of +/- 6 seconds.
 OS0995
 OS0995.The orthometric height was determined by differential leveling and
 OS0995.adjusted by the NATIONAL GEODETIC SURVEY
 OS0995.in June 1994.
 OS0995
 OS0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0995.GEOID18 height accuracy estimate available here.
 OS0995
 OS0995.Click photographs - Photos may exist for this station.
 OS0995
 OS0995.The dynamic height is computed by dividing the NAVD 88
 OS0995.geopotential number by the normal gravity value computed on the
 OS0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0995.degrees latitude (g = 980.6199 gals.).
 OS0995
 OS0995.The modeled gravity was interpolated from observed gravity values.
 OS0995
 OS0995;                    North         East    Units  Estimated Accuracy
 OS0995;SPC SD S     -   109,930.      557,960.      MT  (+/- 180 meters Scaled)
 OS0995
 OS0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN498982(NAD 83)
 OS0995
 OS0995                          SUPERSEDED SURVEY CONTROL
 OS0995
 OS0995.No superseded survey control is available for this station.
 OS0995
 OS0995_MARKER: DB = BENCH MARK DISK
 OS0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0995_STAMPING: 18-199.00 1993
 OS0995_MARK LOGO: SDDT
 OS0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0995+STABILITY: SURFACE MOTION
 OS0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0995+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OS0995
 OS0995  HISTORY     - Date     Condition        Report By
 OS0995  HISTORY     - 1993     MONUMENTED       SDDT
 OS0995  HISTORY     - 19930929 GOOD             NGS
 OS0995  HISTORY     - 20121212 GOOD             INDIV
 OS0995
 OS0995                          STATION DESCRIPTION
 OS0995
 OS0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0995'16.2 KM (10.05 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0995'OF MAIN STREET IN MISSION, 36.8 M (120.7 FT) EAST OF MILEPOST 199,
 OS0995'23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT)
 OS0995'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE
 OS0995'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OS0995'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OS0995'SURFACE.
 OS0995
 OS0995                          STATION RECOVERY (2012)
 OS0995
 OS0995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0994 ***********************************************************************
 OS0994  DESIGNATION -  18 199.65
 OS0994  PID         -  OS0994
 OS0994  STATE/COUNTY-  SD/TODD
 OS0994  COUNTRY     -  US
 OS0994  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0994
 OS0994                         *CURRENT SURVEY CONTROL
 OS0994  ______________________________________________________________________
 OS0994* NAD 83(1986) POSITION- 43 19 06.     (N) 100 50 18.     (W)   SCALED
 OS0994* NAVD 88 ORTHO HEIGHT -   821.018 (meters)     2693.62  (feet) ADJUSTED
 OS0994  ______________________________________________________________________
 OS0994  GEOID HEIGHT    -        -22.803 (meters)                     GEOID18
 OS0994  DYNAMIC HEIGHT  -        820.693 (meters)     2692.56  (feet) COMP
 OS0994  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 OS0994
 OS0994  VERT ORDER      -  FIRST     CLASS II
 OS0994
 OS0994.The horizontal coordinates were scaled from a map and have
 OS0994.an estimated accuracy of +/- 6 seconds.
 OS0994
 OS0994.The orthometric height was determined by differential leveling and
 OS0994.adjusted by the NATIONAL GEODETIC SURVEY
 OS0994.in June 1994.
 OS0994
 OS0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0994.GEOID18 height accuracy estimate available here.
 OS0994
 OS0994.Click photographs - Photos may exist for this station.
 OS0994
 OS0994.The dynamic height is computed by dividing the NAVD 88
 OS0994.geopotential number by the normal gravity value computed on the
 OS0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0994.degrees latitude (g = 980.6199 gals.).
 OS0994
 OS0994.The modeled gravity was interpolated from observed gravity values.
 OS0994
 OS0994;                    North         East    Units  Estimated Accuracy
 OS0994;SPC SD S     -   109,550.      559,040.      MT  (+/- 180 meters Scaled)
 OS0994
 OS0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN509978(NAD 83)
 OS0994
 OS0994                          SUPERSEDED SURVEY CONTROL
 OS0994
 OS0994.No superseded survey control is available for this station.
 OS0994
 OS0994_MARKER: DB = BENCH MARK DISK
 OS0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0994_STAMPING: 18-199.65 1993
 OS0994_MARK LOGO: SDDT
 OS0994_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0994+STABILITY: SURFACE MOTION
 OS0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0994+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0994
 OS0994  HISTORY     - Date     Condition        Report By
 OS0994  HISTORY     - 1993     MONUMENTED       SDDT
 OS0994  HISTORY     - 19930929 GOOD             NGS
 OS0994  HISTORY     - 20110217 GOOD             INDIV
 OS0994
 OS0994                          STATION DESCRIPTION
 OS0994
 OS0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0994'15.2 KM (9.45 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0994'OF MAIN STREET IN MISSION, 1.1 KM (0.70 MI) EAST OF MILEPOST 199,
 OS0994'95.1 M (312.0 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO A
 OS0994'GROUP OF HOUSES, 22.0 M (72.2 FT) NORTH OF THE HIGHWAY CENTERLINE,
 OS0994'0.7 M (2.3 FT) SOUTH OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE
 OS0994'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 OS0994'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0994
 OS0994                          STATION RECOVERY (2011)
 OS0994
 OS0994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0993 ***********************************************************************
 OS0993  DESIGNATION -  18 200.20
 OS0993  PID         -  OS0993
 OS0993  STATE/COUNTY-  SD/TODD
 OS0993  COUNTRY     -  US
 OS0993  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0993
 OS0993                         *CURRENT SURVEY CONTROL
 OS0993  ______________________________________________________________________
 OS0993* NAD 83(1986) POSITION- 43 19 00.     (N) 100 49 42.     (W)   SCALED
 OS0993* NAVD 88 ORTHO HEIGHT -   823.823 (meters)     2702.83  (feet) ADJUSTED
 OS0993  ______________________________________________________________________
 OS0993  GEOID HEIGHT    -        -22.827 (meters)                     GEOID18
 OS0993  DYNAMIC HEIGHT  -        823.497 (meters)     2701.76  (feet) COMP
 OS0993  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 OS0993
 OS0993  VERT ORDER      -  FIRST     CLASS II
 OS0993
 OS0993.The horizontal coordinates were scaled from a map and have
 OS0993.an estimated accuracy of +/- 6 seconds.
 OS0993
 OS0993.The orthometric height was determined by differential leveling and
 OS0993.adjusted by the NATIONAL GEODETIC SURVEY
 OS0993.in June 1994.
 OS0993
 OS0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0993.GEOID18 height accuracy estimate available here.
 OS0993
 OS0993.Click photographs - Photos may exist for this station.
 OS0993
 OS0993.The dynamic height is computed by dividing the NAVD 88
 OS0993.geopotential number by the normal gravity value computed on the
 OS0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0993.degrees latitude (g = 980.6199 gals.).
 OS0993
 OS0993.The modeled gravity was interpolated from observed gravity values.
 OS0993
 OS0993;                    North         East    Units  Estimated Accuracy
 OS0993;SPC SD S     -   109,360.      559,850.      MT  (+/- 180 meters Scaled)
 OS0993
 OS0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN517976(NAD 83)
 OS0993
 OS0993                          SUPERSEDED SURVEY CONTROL
 OS0993
 OS0993.No superseded survey control is available for this station.
 OS0993
 OS0993_MARKER: Z = SEE DESCRIPTION
 OS0993_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS0993_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS0993_STAMPING: 18-200.20 1993
 OS0993_MARK LOGO: NGS
 OS0993_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0993_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0993+STABILITY: POSITION/ELEVATION WELL
 OS0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0993+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0993_ROD/PIPE-DEPTH: 6.4 meters
 OS0993_SLEEVE-DEPTH  : 3.0 meters
 OS0993
 OS0993  HISTORY     - Date     Condition        Report By
 OS0993  HISTORY     - 1993     MONUMENTED       SDDT
 OS0993  HISTORY     - 19930919 GOOD             NGS
 OS0993  HISTORY     - 20110217 GOOD             INDIV
 OS0993
 OS0993                          STATION DESCRIPTION
 OS0993
 OS0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0993'14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0993'OF MAIN STREET IN MISSION, 279.0 M (915.4 FT) EAST OF MILEPOST 200,
 OS0993'24.0 M (78.7 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.4
 OS0993'M (21.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT)
 OS0993'SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) NORTHWEST
 OS0993'OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 OS0993'BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH
 OS0993'METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OS0993'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS0993
 OS0993                          STATION RECOVERY (2011)
 OS0993
 OS0993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0992 ***********************************************************************
 OS0992  DESIGNATION -  18 200.70
 OS0992  PID         -  OS0992
 OS0992  STATE/COUNTY-  SD/TODD
 OS0992  COUNTRY     -  US
 OS0992  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0992
 OS0992                         *CURRENT SURVEY CONTROL
 OS0992  ______________________________________________________________________
 OS0992* NAD 83(1986) POSITION- 43 19 00.     (N) 100 49 09.     (W)   SCALED
 OS0992* NAVD 88 ORTHO HEIGHT -   827.015 (meters)     2713.30  (feet) ADJUSTED
 OS0992  ______________________________________________________________________
 OS0992  GEOID HEIGHT    -        -22.856 (meters)                     GEOID18
 OS0992  DYNAMIC HEIGHT  -        826.687 (meters)     2712.22  (feet) COMP
 OS0992  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 OS0992
 OS0992  VERT ORDER      -  FIRST     CLASS II
 OS0992
 OS0992.The horizontal coordinates were scaled from a map and have
 OS0992.an estimated accuracy of +/- 6 seconds.
 OS0992
 OS0992.The orthometric height was determined by differential leveling and
 OS0992.adjusted by the NATIONAL GEODETIC SURVEY
 OS0992.in June 1994.
 OS0992
 OS0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0992.GEOID18 height accuracy estimate available here.
 OS0992
 OS0992.Click photographs - Photos may exist for this station.
 OS0992
 OS0992.The dynamic height is computed by dividing the NAVD 88
 OS0992.geopotential number by the normal gravity value computed on the
 OS0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0992.degrees latitude (g = 980.6199 gals.).
 OS0992
 OS0992.The modeled gravity was interpolated from observed gravity values.
 OS0992
 OS0992;                    North         East    Units  Estimated Accuracy
 OS0992;SPC SD S     -   109,360.      560,590.      MT  (+/- 180 meters Scaled)
 OS0992
 OS0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN524975(NAD 83)
 OS0992
 OS0992                          SUPERSEDED SURVEY CONTROL
 OS0992
 OS0992.No superseded survey control is available for this station.
 OS0992
 OS0992_MARKER: DB = BENCH MARK DISK
 OS0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0992_STAMPING: 18-200.70 1993
 OS0992_MARK LOGO: SDDT
 OS0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0992+STABILITY: SURFACE MOTION
 OS0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0992+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0992
 OS0992  HISTORY     - Date     Condition        Report By
 OS0992  HISTORY     - 1993     MONUMENTED       SDDT
 OS0992  HISTORY     - 19930929 GOOD             NGS
 OS0992  HISTORY     - 20110217 GOOD             INDIV
 OS0992
 OS0992                          STATION DESCRIPTION
 OS0992
 OS0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0992'13.4 KM (8.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0992'OF MAIN STREET IN MISSION, 1.1 KM (0.70 MI) EAST OF MILEPOST 200,
 OS0992'495.0 M (1624.0 FT) WEST OF MILEPOST 201, 37.9 M (124.3 FT) NORTHEAST
 OS0992'OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) NORTHWEST OF A BRACED
 OS0992'FENCE POST, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3
 OS0992'FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 OS0992'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS0992
 OS0992                          STATION RECOVERY (2011)
 OS0992
 OS0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0991 ***********************************************************************
 OS0991  DESIGNATION -  18 201.80
 OS0991  PID         -  OS0991
 OS0991  STATE/COUNTY-  SD/TODD
 OS0991  COUNTRY     -  US
 OS0991  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0991
 OS0991                         *CURRENT SURVEY CONTROL
 OS0991  ______________________________________________________________________
 OS0991* NAD 83(1986) POSITION- 43 18 33.     (N) 100 48 00.     (W)   SCALED
 OS0991* NAVD 88 ORTHO HEIGHT -   845.472 (meters)     2773.85  (feet) ADJUSTED
 OS0991  ______________________________________________________________________
 OS0991  GEOID HEIGHT    -        -22.882 (meters)                     GEOID18
 OS0991  DYNAMIC HEIGHT  -        845.136 (meters)     2772.75  (feet) COMP
 OS0991  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 OS0991
 OS0991  VERT ORDER      -  FIRST     CLASS II
 OS0991
 OS0991.The horizontal coordinates were scaled from a map and have
 OS0991.an estimated accuracy of +/- 6 seconds.
 OS0991
 OS0991.The orthometric height was determined by differential leveling and
 OS0991.adjusted by the NATIONAL GEODETIC SURVEY
 OS0991.in June 1994.
 OS0991
 OS0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0991.GEOID18 height accuracy estimate available here.
 OS0991
 OS0991.Click photographs - Photos may exist for this station.
 OS0991
 OS0991.The dynamic height is computed by dividing the NAVD 88
 OS0991.geopotential number by the normal gravity value computed on the
 OS0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0991.degrees latitude (g = 980.6199 gals.).
 OS0991
 OS0991.The modeled gravity was interpolated from observed gravity values.
 OS0991
 OS0991;                    North         East    Units  Estimated Accuracy
 OS0991;SPC SD S     -   108,510.      562,140.      MT  (+/- 180 meters Scaled)
 OS0991
 OS0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN540967(NAD 83)
 OS0991
 OS0991                          SUPERSEDED SURVEY CONTROL
 OS0991
 OS0991.No superseded survey control is available for this station.
 OS0991
 OS0991_MARKER: DB = BENCH MARK DISK
 OS0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0991_STAMPING: 18-201.80 1993
 OS0991_MARK LOGO: SDDT
 OS0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0991+STABILITY: SURFACE MOTION
 OS0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0991+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0991
 OS0991  HISTORY     - Date     Condition        Report By
 OS0991  HISTORY     - 1993     MONUMENTED       SDDT
 OS0991  HISTORY     - 19930929 GOOD             NGS
 OS0991  HISTORY     - 20110217 GOOD             INDIV
 OS0991
 OS0991                          STATION DESCRIPTION
 OS0991
 OS0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0991'11.7 KM (7.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0991'OF MAIN STREET IN MISSION, 1.2 KM (0.75 MI) EAST OF MILEPOST 201,
 OS0991'384.0 M (1259.8 FT) WEST OF MILEPOST 202, 22.4 M (73.5 FT) NORTH OF
 OS0991'THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) EAST OF THE CENTER OF A FIELD
 OS0991'ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OS0991'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 OS0991'THE GROUND SURFACE.
 OS0991
 OS0991                          STATION RECOVERY (2011)
 OS0991
 OS0991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0990 ***********************************************************************
 OS0990  DESIGNATION -  18 202.80
 OS0990  PID         -  OS0990
 OS0990  STATE/COUNTY-  SD/TODD
 OS0990  COUNTRY     -  US
 OS0990  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0990
 OS0990                         *CURRENT SURVEY CONTROL
 OS0990  ______________________________________________________________________
 OS0990* NAD 83(1986) POSITION- 43 18 13.     (N) 100 46 54.     (W)   SCALED
 OS0990* NAVD 88 ORTHO HEIGHT -   823.245 (meters)     2700.93  (feet) ADJUSTED
 OS0990  ______________________________________________________________________
 OS0990  GEOID HEIGHT    -        -22.914 (meters)                     GEOID18
 OS0990  DYNAMIC HEIGHT  -        822.915 (meters)     2699.85  (feet) COMP
 OS0990  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 OS0990
 OS0990  VERT ORDER      -  FIRST     CLASS II
 OS0990
 OS0990.The horizontal coordinates were scaled from a map and have
 OS0990.an estimated accuracy of +/- 6 seconds.
 OS0990
 OS0990.The orthometric height was determined by differential leveling and
 OS0990.adjusted by the NATIONAL GEODETIC SURVEY
 OS0990.in June 1994.
 OS0990
 OS0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0990.GEOID18 height accuracy estimate available here.
 OS0990
 OS0990.Click photographs - Photos may exist for this station.
 OS0990
 OS0990.The dynamic height is computed by dividing the NAVD 88
 OS0990.geopotential number by the normal gravity value computed on the
 OS0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0990.degrees latitude (g = 980.6199 gals.).
 OS0990
 OS0990.The modeled gravity was interpolated from observed gravity values.
 OS0990
 OS0990;                    North         East    Units  Estimated Accuracy
 OS0990;SPC SD S     -   107,890.      563,630.      MT  (+/- 180 meters Scaled)
 OS0990
 OS0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN554960(NAD 83)
 OS0990
 OS0990                          SUPERSEDED SURVEY CONTROL
 OS0990
 OS0990.No superseded survey control is available for this station.
 OS0990
 OS0990_MARKER: DB = BENCH MARK DISK
 OS0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0990_STAMPING: 18-202.80 1993
 OS0990_MARK LOGO: SDDT
 OS0990_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0990+STABILITY: SURFACE MOTION
 OS0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0990+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0990
 OS0990  HISTORY     - Date     Condition        Report By
 OS0990  HISTORY     - 1993     MONUMENTED       SDDT
 OS0990  HISTORY     - 19930929 GOOD             NGS
 OS0990  HISTORY     - 20110217 GOOD             INDIV
 OS0990
 OS0990                          STATION DESCRIPTION
 OS0990
 OS0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0990'10.0 KM (6.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0990'OF MAIN STREET IN MISSION, 1.3 KM (0.80 MI) EAST OF MILEPOST 202,
 OS0990'330.0 M (1082.7 FT) WEST OF MILEPOST 203, 22.5 M (73.8 FT) NORTH OF
 OS0990'THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OS0990'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OS0990'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0990
 OS0990                          STATION RECOVERY (2011)
 OS0990
 OS0990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0989 ***********************************************************************
 OS0989  DESIGNATION -  18 203.90
 OS0989  PID         -  OS0989
 OS0989  STATE/COUNTY-  SD/TODD
 OS0989  COUNTRY     -  US
 OS0989  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0989
 OS0989                         *CURRENT SURVEY CONTROL
 OS0989  ______________________________________________________________________
 OS0989* NAD 83(1986) POSITION- 43 18 11.     (N) 100 45 35.     (W)   SCALED
 OS0989* NAVD 88 ORTHO HEIGHT -   827.018 (meters)     2713.31  (feet) ADJUSTED
 OS0989  ______________________________________________________________________
 OS0989  GEOID HEIGHT    -        -22.979 (meters)                     GEOID18
 OS0989  DYNAMIC HEIGHT  -        826.686 (meters)     2712.22  (feet) COMP
 OS0989  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 OS0989
 OS0989  VERT ORDER      -  FIRST     CLASS II
 OS0989
 OS0989.The horizontal coordinates were scaled from a map and have
 OS0989.an estimated accuracy of +/- 6 seconds.
 OS0989
 OS0989.The orthometric height was determined by differential leveling and
 OS0989.adjusted by the NATIONAL GEODETIC SURVEY
 OS0989.in June 1994.
 OS0989
 OS0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0989.GEOID18 height accuracy estimate available here.
 OS0989
 OS0989.Click photographs - Photos may exist for this station.
 OS0989
 OS0989.The dynamic height is computed by dividing the NAVD 88
 OS0989.geopotential number by the normal gravity value computed on the
 OS0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0989.degrees latitude (g = 980.6199 gals.).
 OS0989
 OS0989.The modeled gravity was interpolated from observed gravity values.
 OS0989
 OS0989;                    North         East    Units  Estimated Accuracy
 OS0989;SPC SD S     -   107,820.      565,410.      MT  (+/- 180 meters Scaled)
 OS0989
 OS0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN572959(NAD 83)
 OS0989
 OS0989                          SUPERSEDED SURVEY CONTROL
 OS0989
 OS0989.No superseded survey control is available for this station.
 OS0989
 OS0989_MARKER: DB = BENCH MARK DISK
 OS0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0989_STAMPING: 18-203.90 1993
 OS0989_MARK LOGO: SDDT
 OS0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0989+STABILITY: SURFACE MOTION
 OS0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0989+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0989
 OS0989  HISTORY     - Date     Condition        Report By
 OS0989  HISTORY     - 1993     MONUMENTED       SDDT
 OS0989  HISTORY     - 19930929 GOOD             NGS
 OS0989  HISTORY     - 20110217 GOOD             INDIV
 OS0989
 OS0989                          STATION DESCRIPTION
 OS0989
 OS0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0989'8.4 KM (5.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0989'MAIN STREET IN MISSION, 1.4 KM (0.85 MI) EAST OF MILEPOST 203, 66.0 M
 OS0989'(216.5 FT) WEST OF EXTENDED CENTER OF A PAVED ROAD LEADING SOUTH TO
 OS0989'ROSEBUD, 25.5 M (83.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3
 OS0989'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A T-FENCE
 OS0989'CORNER, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 OS0989'FLUSH WITH THE GROUND SURFACE.
 OS0989
 OS0989                          STATION RECOVERY (2011)
 OS0989
 OS0989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0988 ***********************************************************************
 OS0988  DESIGNATION -  18 204.20
 OS0988  PID         -  OS0988
 OS0988  STATE/COUNTY-  SD/TODD
 OS0988  COUNTRY     -  US
 OS0988  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0988
 OS0988                         *CURRENT SURVEY CONTROL
 OS0988  ______________________________________________________________________
 OS0988* NAD 83(2011) POSITION- 43 18 11.14636(N) 100 45 11.72942(W)   ADJUSTED
 OS0988* NAD 83(2011) ELLIP HT-   807.896 (meters)        (06/27/12)   ADJUSTED
 OS0988* NAD 83(2011) EPOCH   -  2010.00
 OS0988* NAVD 88 ORTHO HEIGHT -   830.879 (meters)     2725.98  (feet) ADJUSTED
 OS0988  ______________________________________________________________________
 OS0988  GEOID HEIGHT    -        -22.998 (meters)                     GEOID18
 OS0988  NAD 83(2011) X  -   -867,505.407 (meters)                     COMP
 OS0988  NAD 83(2011) Y  - -4,567,865.098 (meters)                     COMP
 OS0988  NAD 83(2011) Z  -  4,352,621.645 (meters)                     COMP
 OS0988  LAPLACE CORR    -         -7.15  (seconds)                    DEFLEC18
 OS0988  DYNAMIC HEIGHT  -        830.547 (meters)     2724.89  (feet) COMP
 OS0988  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 OS0988
 OS0988  VERT ORDER      -  FIRST     CLASS II
 OS0988
 OS0988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0988  Standards:
 OS0988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0988  -------------------------------------------------------------------
 OS0988  NETWORK    0.52   0.92           0.24   0.17   0.47      0.00982405
 OS0988  -------------------------------------------------------------------
 OS0988  Click here for local accuracies and other accuracy information.
 OS0988
 OS0988.The horizontal coordinates were established by GPS observations
 OS0988.and adjusted by the National Geodetic Survey in June 2012.
 OS0988
 OS0988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0988.been affixed to the stable North American tectonic plate. See 
 OS0988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0988
 OS0988.The horizontal coordinates are valid at the epoch date displayed above
 OS0988.which is a decimal equivalence of Year/Month/Day.
 OS0988
 OS0988.The orthometric height was determined by differential leveling and
 OS0988.adjusted by the NATIONAL GEODETIC SURVEY
 OS0988.in June 1994.
 OS0988
 OS0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0988.GEOID18 height accuracy estimate available here.
 OS0988
 OS0988.Click photographs - Photos may exist for this station.
 OS0988
 OS0988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0988
 OS0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0988
 OS0988.The ellipsoidal height was determined by GPS observations
 OS0988.and is referenced to NAD 83.
 OS0988
 OS0988.The dynamic height is computed by dividing the NAVD 88
 OS0988.geopotential number by the normal gravity value computed on the
 OS0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0988.degrees latitude (g = 980.6199 gals.).
 OS0988
 OS0988.The modeled gravity was interpolated from observed gravity values.
 OS0988
 OS0988. The following values were computed from the NAD 83(2011) position.
 OS0988
 OS0988;                    North         East     Units Scale Factor Converg.
 OS0988;SPC SD S     -   107,817.961   565,930.514   MT  0.99992193   -0 17 22.9
 OS0988;SPC SD S     -   353,732.76  1,856,723.69   sFT  0.99992193   -0 17 22.9
 OS0988;UTM  14      - 4,795,966.472   357,797.895   MT  0.99984875   -1 12 09.7
 OS0988
 OS0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0988!SPC SD S     -   0.99987332  x   0.99992193  =   0.99979526
 OS0988!UTM  14      -   0.99987332  x   0.99984875  =   0.99972209
 OS0988
 OS0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5779795966(NAD 83)
 OS0988
 OS0988                          SUPERSEDED SURVEY CONTROL
 OS0988
 OS0988  NAD 83(2007)-  43 18 11.14615(N)    100 45 11.73057(W) AD(2002.00) 1
 OS0988  ELLIP H (02/23/11)  807.923  (m)                       GP(2002.00) 3 2
 OS0988  NAVD 88             830.88   (m)         2726.0    (f) LEVELING    3  
 OS0988
 OS0988.Superseded values are not recommended for survey control.
 OS0988
 OS0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0988.See file dsdata.pdf to determine how the superseded data were derived.
 OS0988
 OS0988_MARKER: Z = SEE DESCRIPTION
 OS0988_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS0988_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS0988_STAMPING: 18-204.20 1993
 OS0988_MARK LOGO: NGS
 OS0988_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0988_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0988+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 OS0988_ROD/PIPE-DEPTH: 6.4 meters
 OS0988_SLEEVE-DEPTH  : 3.0 meters
 OS0988
 OS0988  HISTORY     - Date     Condition        Report By
 OS0988  HISTORY     - 1993     MONUMENTED       SDDT
 OS0988  HISTORY     - 19930919 GOOD             NGS
 OS0988  HISTORY     - 20101004 GOOD             GEOMET
 OS0988
 OS0988                          STATION DESCRIPTION
 OS0988
 OS0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0988'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0988'MAIN STREET IN MISSION, 341.0 M (1118.8 FT) EAST OF MILEPOST 204,
 OS0988'224.0 M (734.9 FT) WEST OF THE EXTENDED CENTER OF A GRAVELED ROAD
 OS0988'LEADING SOUTH, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.0
 OS0988'M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST
 OS0988'OF A DOUBLE FENCE POST AT AN OFFSET IN A FENCE, 0.3 M (1.0 FT) SOUTH
 OS0988'OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.
 OS0988'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OS0988'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OS0988'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0988'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS0988
 OS0988                          STATION RECOVERY (2010)
 OS0988
 OS0988'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2010 (BKK)
 OS0988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0987 ***********************************************************************
 OS0987  DESIGNATION -  18 204.85
 OS0987  PID         -  OS0987
 OS0987  STATE/COUNTY-  SD/TODD
 OS0987  COUNTRY     -  US
 OS0987  USGS QUAD   -  MISSION (2017)
 OS0987
 OS0987                         *CURRENT SURVEY CONTROL
 OS0987  ______________________________________________________________________
 OS0987* NAD 83(1986) POSITION- 43 18 10.     (N) 100 44 27.     (W)   SCALED
 OS0987* NAVD 88 ORTHO HEIGHT -   828.208 (meters)     2717.21  (feet) ADJUSTED
 OS0987  ______________________________________________________________________
 OS0987  GEOID HEIGHT    -        -23.034 (meters)                     GEOID18
 OS0987  DYNAMIC HEIGHT  -        827.876 (meters)     2716.12  (feet) COMP
 OS0987  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 OS0987
 OS0987  VERT ORDER      -  FIRST     CLASS II
 OS0987
 OS0987.The horizontal coordinates were scaled from a map and have
 OS0987.an estimated accuracy of +/- 6 seconds.
 OS0987
 OS0987.The orthometric height was determined by differential leveling and
 OS0987.adjusted by the NATIONAL GEODETIC SURVEY
 OS0987.in June 1994.
 OS0987
 OS0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0987.GEOID18 height accuracy estimate available here.
 OS0987
 OS0987.Click photographs - Photos may exist for this station.
 OS0987
 OS0987.The dynamic height is computed by dividing the NAVD 88
 OS0987.geopotential number by the normal gravity value computed on the
 OS0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0987.degrees latitude (g = 980.6199 gals.).
 OS0987
 OS0987.The modeled gravity was interpolated from observed gravity values.
 OS0987
 OS0987;                    North         East    Units  Estimated Accuracy
 OS0987;SPC SD S     -   107,780.      566,940.      MT  (+/- 180 meters Scaled)
 OS0987
 OS0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN588959(NAD 83)
 OS0987
 OS0987                          SUPERSEDED SURVEY CONTROL
 OS0987
 OS0987.No superseded survey control is available for this station.
 OS0987
 OS0987_MARKER: DB = BENCH MARK DISK
 OS0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0987_STAMPING: 18-204.85 1993
 OS0987_MARK LOGO: SDDT
 OS0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0987+STABILITY: SURFACE MOTION
 OS0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0987+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0987
 OS0987  HISTORY     - Date     Condition        Report By
 OS0987  HISTORY     - 1993     MONUMENTED       SDDT
 OS0987  HISTORY     - 19930929 GOOD             NGS
 OS0987  HISTORY     - 20110217 GOOD             INDIV
 OS0987
 OS0987                          STATION DESCRIPTION
 OS0987
 OS0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0987'6.8 KM (4.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0987'MAIN STREET IN MISSION, 1.4 KM (0.85 MI) EAST OF MILEPOST 204, 23.0 M
 OS0987'(75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) EAST OF AN
 OS0987'UNDERGROUND CABLE JUNCTION BOX, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OS0987'HIGHWAY, 0.8 M (2.6 FT) SOUTHWEST OF A T-FENCE CORNER, 0.7 M (2.3 FT)
 OS0987'SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 OS0987'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0987
 OS0987                          STATION RECOVERY (2011)
 OS0987
 OS0987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0912 ***********************************************************************
 OS0912  DESIGNATION -  18 205.85
 OS0912  PID         -  OS0912
 OS0912  STATE/COUNTY-  SD/TODD
 OS0912  COUNTRY     -  US
 OS0912  USGS QUAD   -  MISSION (2017)
 OS0912
 OS0912                         *CURRENT SURVEY CONTROL
 OS0912  ______________________________________________________________________
 OS0912* NAD 83(1986) POSITION- 43 18 11.     (N) 100 43 14.     (W)   SCALED
 OS0912* NAVD 88 ORTHO HEIGHT -   824.558 (meters)     2705.24  (feet) ADJUSTED
 OS0912  ______________________________________________________________________
 OS0912  GEOID HEIGHT    -        -23.097 (meters)                     GEOID18
 OS0912  DYNAMIC HEIGHT  -        824.228 (meters)     2704.15  (feet) COMP
 OS0912  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 OS0912
 OS0912  VERT ORDER      -  FIRST     CLASS II
 OS0912
 OS0912.The horizontal coordinates were scaled from a map and have
 OS0912.an estimated accuracy of +/- 6 seconds.
 OS0912
 OS0912.The orthometric height was determined by differential leveling and
 OS0912.adjusted by the NATIONAL GEODETIC SURVEY
 OS0912.in June 1994.
 OS0912
 OS0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0912.GEOID18 height accuracy estimate available here.
 OS0912
 OS0912.Click photographs - Photos may exist for this station.
 OS0912
 OS0912.The dynamic height is computed by dividing the NAVD 88
 OS0912.geopotential number by the normal gravity value computed on the
 OS0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0912.degrees latitude (g = 980.6199 gals.).
 OS0912
 OS0912.The modeled gravity was interpolated from observed gravity values.
 OS0912
 OS0912;                    North         East    Units  Estimated Accuracy
 OS0912;SPC SD S     -   107,800.      568,580.      MT  (+/- 180 meters Scaled)
 OS0912
 OS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN604959(NAD 83)
 OS0912
 OS0912                          SUPERSEDED SURVEY CONTROL
 OS0912
 OS0912.No superseded survey control is available for this station.
 OS0912
 OS0912_MARKER: DB = BENCH MARK DISK
 OS0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0912_STAMPING: 18-205.85
 OS0912_MARK LOGO: SDDT
 OS0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0912+STABILITY: SURFACE MOTION
 OS0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0912+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0912
 OS0912  HISTORY     - Date     Condition        Report By
 OS0912  HISTORY     - UNK      MONUMENTED       SDDT
 OS0912  HISTORY     - 19920722 GOOD             NGS
 OS0912  HISTORY     - 19930929 GOOD             NGS
 OS0912  HISTORY     - 20110217 GOOD             INDIV
 OS0912
 OS0912                          STATION DESCRIPTION
 OS0912
 OS0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0912'5.6 KM (3.45 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0912'U.S. HIGHWAY 83 IN MISSION, 33.3 M (109.3 FT) NORTH OF THE
 OS0912'CENTERLINE OF THE HIGHWAY, 2.9 M (9.5 FT) EAST OF A FENCE CORNER, 2.7
 OS0912'M (8.9 FT) NORTH OF THE CENTER OF A TRACK ROAD, 2.0 M (6.6 FT) BELOW
 OS0912'THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.3 M (1.0
 OS0912'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OS0912'GROUND SURFACE.
 OS0912
 OS0912                          STATION RECOVERY (1993)
 OS0912
 OS0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0912'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0912'MAIN STREET IN MISSION, 1.4 KM (0.85 MI) EAST OF MILEPOST 205, 30.1 M
 OS0912'(98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) SOUTHEAST
 OS0912'OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 2.9 M (9.5 FT) EAST OF
 OS0912'A FENCE CORNER, 2.9 M (9.5 FT) NORTH OF THE CENTER OF A DIRT ROAD,
 OS0912'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH
 OS0912'OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OS0912'IS FLUSH WITH THE GROUND SURFACE.
 OS0912
 OS0912                          STATION RECOVERY (2011)
 OS0912
 OS0912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0913 ***********************************************************************
 OS0913  DESIGNATION -  18 207.26
 OS0913  PID         -  OS0913
 OS0913  STATE/COUNTY-  SD/TODD
 OS0913  COUNTRY     -  US
 OS0913  USGS QUAD   -  MISSION (2017)
 OS0913
 OS0913                         *CURRENT SURVEY CONTROL
 OS0913  ______________________________________________________________________
 OS0913* NAD 83(1986) POSITION- 43 18 11.     (N) 100 42 01.     (W)   SCALED
 OS0913* NAVD 88 ORTHO HEIGHT -   806.033 (meters)     2644.46  (feet) ADJUSTED
 OS0913  ______________________________________________________________________
 OS0913  GEOID HEIGHT    -        -23.158 (meters)                     GEOID18
 OS0913  DYNAMIC HEIGHT  -        805.709 (meters)     2643.40  (feet) COMP
 OS0913  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 OS0913
 OS0913  VERT ORDER      -  FIRST     CLASS II
 OS0913
 OS0913.The horizontal coordinates were scaled from a map and have
 OS0913.an estimated accuracy of +/- 6 seconds.
 OS0913
 OS0913.The orthometric height was determined by differential leveling and
 OS0913.adjusted by the NATIONAL GEODETIC SURVEY
 OS0913.in June 1994.
 OS0913
 OS0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0913.GEOID18 height accuracy estimate available here.
 OS0913
 OS0913.Click photographs - Photos may exist for this station.
 OS0913
 OS0913.The dynamic height is computed by dividing the NAVD 88
 OS0913.geopotential number by the normal gravity value computed on the
 OS0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0913.degrees latitude (g = 980.6199 gals.).
 OS0913
 OS0913.The modeled gravity was interpolated from observed gravity values.
 OS0913
 OS0913;                    North         East    Units  Estimated Accuracy
 OS0913;SPC SD S     -   107,790.      570,230.      MT  (+/- 180 meters Scaled)
 OS0913
 OS0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN620958(NAD 83)
 OS0913
 OS0913                          SUPERSEDED SURVEY CONTROL
 OS0913
 OS0913.No superseded survey control is available for this station.
 OS0913
 OS0913_MARKER: DB = BENCH MARK DISK
 OS0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0913_STAMPING: 18-207.26
 OS0913_MARK LOGO: SDDT
 OS0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0913+STABILITY: SURFACE MOTION
 OS0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0913+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 OS0913
 OS0913  HISTORY     - Date     Condition        Report By
 OS0913  HISTORY     - UNK      MONUMENTED       SDDT
 OS0913  HISTORY     - 19920722 GOOD             NGS
 OS0913  HISTORY     - 19930929 GOOD             NGS
 OS0913
 OS0913                          STATION DESCRIPTION
 OS0913
 OS0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0913'3.9 KM (2.40 MI) WESTERLY ALONG U.S. HIGHWAYS 18 AND 83 FROM THEIR
 OS0913'JUNCTION IN MISSION, 58.2 M (190.9 FT) WEST OF A BRACED FENCE POST,
 OS0913'30.3 M (99.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.4 M (7.9
 OS0913'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE,
 OS0913'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OS0913'WITH THE GROUND SURFACE.
 OS0913
 OS0913                          STATION RECOVERY (1993)
 OS0913
 OS0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0913'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0913'MAIN STREET IN MISSION, 404.0 M (1325.5 FT) EAST OF MILEPOST 207,
 OS0913'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT)
 OS0913'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.3
 OS0913'M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 OS0913'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0914 ***********************************************************************
 OS0914  DESIGNATION -  18 208.17
 OS0914  PID         -  OS0914
 OS0914  STATE/COUNTY-  SD/TODD
 OS0914  COUNTRY     -  US
 OS0914  USGS QUAD   -  MISSION (2017)
 OS0914
 OS0914                         *CURRENT SURVEY CONTROL
 OS0914  ______________________________________________________________________
 OS0914* NAD 83(1986) POSITION- 43 18 11.     (N) 100 40 56.     (W)   SCALED
 OS0914* NAVD 88 ORTHO HEIGHT -   794.964 (meters)     2608.14  (feet) ADJUSTED
 OS0914  ______________________________________________________________________
 OS0914  GEOID HEIGHT    -        -23.211 (meters)                     GEOID18
 OS0914  DYNAMIC HEIGHT  -        794.644 (meters)     2607.09  (feet) COMP
 OS0914  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 OS0914
 OS0914  VERT ORDER      -  FIRST     CLASS II
 OS0914
 OS0914.The horizontal coordinates were scaled from a map and have
 OS0914.an estimated accuracy of +/- 6 seconds.
 OS0914
 OS0914.The orthometric height was determined by differential leveling and
 OS0914.adjusted by the NATIONAL GEODETIC SURVEY
 OS0914.in June 1994.
 OS0914
 OS0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0914.GEOID18 height accuracy estimate available here.
 OS0914
 OS0914.Click photographs - Photos may exist for this station.
 OS0914
 OS0914.The dynamic height is computed by dividing the NAVD 88
 OS0914.geopotential number by the normal gravity value computed on the
 OS0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0914.degrees latitude (g = 980.6199 gals.).
 OS0914
 OS0914.The modeled gravity was interpolated from observed gravity values.
 OS0914
 OS0914;                    North         East    Units  Estimated Accuracy
 OS0914;SPC SD S     -   107,790.      571,690.      MT  (+/- 180 meters Scaled)
 OS0914
 OS0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN635958(NAD 83)
 OS0914
 OS0914                          SUPERSEDED SURVEY CONTROL
 OS0914
 OS0914.No superseded survey control is available for this station.
 OS0914
 OS0914_MARKER: DB = BENCH MARK DISK
 OS0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0914_STAMPING: 18-208.17
 OS0914_MARK LOGO: SDDT
 OS0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0914+STABILITY: SURFACE MOTION
 OS0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0914+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 OS0914
 OS0914  HISTORY     - Date     Condition        Report By
 OS0914  HISTORY     - UNK      MONUMENTED       SDDT
 OS0914  HISTORY     - 19920722 GOOD             NGS
 OS0914  HISTORY     - 19930929 GOOD             NGS
 OS0914
 OS0914                          STATION DESCRIPTION
 OS0914
 OS0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0914'2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAYS 18 AND 83 FROM THEIR
 OS0914'JUNCTION IN MISSION, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY
 OS0914'CENTERLINE, 15.5 M (50.9 FT) WEST OF A UTILITY POLE, 7.2 M (23.6 FT)
 OS0914'WEST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) BELOW THE
 OS0914'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 OS0914'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0914
 OS0914                          STATION RECOVERY (1993)
 OS0914
 OS0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0914'2.0 KM (1.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0914'MAIN STREET IN MISSION, 239.0 M (784.1 FT) EAST OF MILEPOST 208, 22.7
 OS0914'M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT) NORTH
 OS0914'OF A UTILITY POLE, 7.3 M (24.0 FT) WEST OF THE CENTER OF A TRACK ROAD
 OS0914'LEADING NORTH, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 OS0914'(0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 OS0914'(0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0986 ***********************************************************************
 OS0986  DESIGNATION -  18 210.00
 OS0986  PID         -  OS0986
 OS0986  STATE/COUNTY-  SD/TODD
 OS0986  COUNTRY     -  US
 OS0986  USGS QUAD   -  MISSION (2017)
 OS0986
 OS0986                         *CURRENT SURVEY CONTROL
 OS0986  ______________________________________________________________________
 OS0986* NAD 83(1986) POSITION- 43 18 14.     (N) 100 38 34.     (W)   SCALED
 OS0986* NAVD 88 ORTHO HEIGHT -   785.175 (meters)     2576.03  (feet) ADJUSTED
 OS0986  ______________________________________________________________________
 OS0986  GEOID HEIGHT    -        -23.326 (meters)                     GEOID18
 OS0986  DYNAMIC HEIGHT  -        784.859 (meters)     2574.99  (feet) COMP
 OS0986  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 OS0986
 OS0986  VERT ORDER      -  FIRST     CLASS II
 OS0986
 OS0986.The horizontal coordinates were scaled from a map and have
 OS0986.an estimated accuracy of +/- 6 seconds.
 OS0986
 OS0986.The orthometric height was determined by differential leveling and
 OS0986.adjusted by the NATIONAL GEODETIC SURVEY
 OS0986.in June 1994.
 OS0986
 OS0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0986.GEOID18 height accuracy estimate available here.
 OS0986
 OS0986.Click photographs - Photos may exist for this station.
 OS0986
 OS0986.The dynamic height is computed by dividing the NAVD 88
 OS0986.geopotential number by the normal gravity value computed on the
 OS0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0986.degrees latitude (g = 980.6199 gals.).
 OS0986
 OS0986.The modeled gravity was interpolated from observed gravity values.
 OS0986
 OS0986;                    North         East    Units  Estimated Accuracy
 OS0986;SPC SD S     -   107,870.      574,890.      MT  (+/- 180 meters Scaled)
 OS0986
 OS0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN667958(NAD 83)
 OS0986
 OS0986                          SUPERSEDED SURVEY CONTROL
 OS0986
 OS0986.No superseded survey control is available for this station.
 OS0986
 OS0986_MARKER: DB = BENCH MARK DISK
 OS0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0986_STAMPING: 18-210.00 1993
 OS0986_MARK LOGO: SDDT
 OS0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0986+STABILITY: SURFACE MOTION
 OS0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0986+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2013
 OS0986
 OS0986  HISTORY     - Date     Condition        Report By
 OS0986  HISTORY     - 1993     MONUMENTED       SDDT
 OS0986  HISTORY     - 19930929 GOOD             NGS
 OS0986  HISTORY     - 20130128 GOOD             INDIV
 OS0986
 OS0986                          STATION DESCRIPTION
 OS0986
 OS0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0986'1.3 KM (0.80 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0986'MAIN STREET IN MISSION, 22.9 M (75.1 FT) NORTH OF THE HIGHWAY
 OS0986'CENTERLINE, 8.9 M (29.2 FT) EAST OF THE CENTER OF THE ENTRANCE TO A
 OS0986'CEMETERY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 OS0986'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 OS0986'M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS0986
 OS0986                          STATION RECOVERY (2013)
 OS0986
 OS0986'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0985 ***********************************************************************
 OS0985  DESIGNATION -  18 211.05
 OS0985  PID         -  OS0985
 OS0985  STATE/COUNTY-  SD/TODD
 OS0985  COUNTRY     -  US
 OS0985  USGS QUAD   -  MISSION SE (2017)
 OS0985
 OS0985                         *CURRENT SURVEY CONTROL
 OS0985  ______________________________________________________________________
 OS0985* NAD 83(1986) POSITION- 43 18 12.     (N) 100 37 25.     (W)   SCALED
 OS0985* NAVD 88 ORTHO HEIGHT -   777.826 (meters)     2551.92  (feet) ADJUSTED
 OS0985  ______________________________________________________________________
 OS0985  GEOID HEIGHT    -        -23.376 (meters)                     GEOID18
 OS0985  DYNAMIC HEIGHT  -        777.513 (meters)     2550.89  (feet) COMP
 OS0985  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 OS0985
 OS0985  VERT ORDER      -  FIRST     CLASS II
 OS0985
 OS0985.The horizontal coordinates were scaled from a map and have
 OS0985.an estimated accuracy of +/- 6 seconds.
 OS0985
 OS0985.The orthometric height was determined by differential leveling and
 OS0985.adjusted by the NATIONAL GEODETIC SURVEY
 OS0985.in June 1994.
 OS0985
 OS0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0985.GEOID18 height accuracy estimate available here.
 OS0985
 OS0985.Click photographs - Photos may exist for this station.
 OS0985
 OS0985.The dynamic height is computed by dividing the NAVD 88
 OS0985.geopotential number by the normal gravity value computed on the
 OS0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0985.degrees latitude (g = 980.6199 gals.).
 OS0985
 OS0985.The modeled gravity was interpolated from observed gravity values.
 OS0985
 OS0985;                    North         East    Units  Estimated Accuracy
 OS0985;SPC SD S     -   107,800.      576,450.      MT  (+/- 180 meters Scaled)
 OS0985
 OS0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN683957(NAD 83)
 OS0985
 OS0985                          SUPERSEDED SURVEY CONTROL
 OS0985
 OS0985.No superseded survey control is available for this station.
 OS0985
 OS0985_MARKER: DB = BENCH MARK DISK
 OS0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0985_STAMPING: 18-211.05 1993
 OS0985_MARK LOGO: SDDT
 OS0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0985+STABILITY: SURFACE MOTION
 OS0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0985+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0985
 OS0985  HISTORY     - Date     Condition        Report By
 OS0985  HISTORY     - 1993     MONUMENTED       SDDT
 OS0985  HISTORY     - 19930929 GOOD             NGS
 OS0985  HISTORY     - 20121128 GOOD             INDIV
 OS0985
 OS0985                          STATION DESCRIPTION
 OS0985
 OS0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0985'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0985'MAIN STREET IN MISSION, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY
 OS0985'CENTERLINE, 6.7 M (22.0 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 OS0985'NORTH, 0.7 M (2.3 FT) SOUTH OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW
 OS0985'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND
 OS0985'THE MONUMENT IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 OS0985
 OS0985                          STATION RECOVERY (2012)
 OS0985
 OS0985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0984 ***********************************************************************
 OS0984  DESIGNATION -  18 212.05
 OS0984  PID         -  OS0984
 OS0984  STATE/COUNTY-  SD/TODD
 OS0984  COUNTRY     -  US
 OS0984  USGS QUAD   -  MISSION SE (2017)
 OS0984
 OS0984                         *CURRENT SURVEY CONTROL
 OS0984  ______________________________________________________________________
 OS0984* NAD 83(1986) POSITION- 43 18 12.     (N) 100 36 11.     (W)   SCALED
 OS0984* NAVD 88 ORTHO HEIGHT -   776.367 (meters)     2547.13  (feet) ADJUSTED
 OS0984  ______________________________________________________________________
 OS0984  GEOID HEIGHT    -        -23.430 (meters)                     GEOID18
 OS0984  DYNAMIC HEIGHT  -        776.056 (meters)     2546.11  (feet) COMP
 OS0984  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 OS0984
 OS0984  VERT ORDER      -  FIRST     CLASS II
 OS0984
 OS0984.The horizontal coordinates were scaled from a map and have
 OS0984.an estimated accuracy of +/- 6 seconds.
 OS0984
 OS0984.The orthometric height was determined by differential leveling and
 OS0984.adjusted by the NATIONAL GEODETIC SURVEY
 OS0984.in June 1994.
 OS0984
 OS0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0984.GEOID18 height accuracy estimate available here.
 OS0984
 OS0984.Click photographs - Photos may exist for this station.
 OS0984
 OS0984.The dynamic height is computed by dividing the NAVD 88
 OS0984.geopotential number by the normal gravity value computed on the
 OS0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0984.degrees latitude (g = 980.6199 gals.).
 OS0984
 OS0984.The modeled gravity was interpolated from observed gravity values.
 OS0984
 OS0984;                    North         East    Units  Estimated Accuracy
 OS0984;SPC SD S     -   107,790.      578,120.      MT  (+/- 180 meters Scaled)
 OS0984
 OS0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN699957(NAD 83)
 OS0984
 OS0984                          SUPERSEDED SURVEY CONTROL
 OS0984
 OS0984.No superseded survey control is available for this station.
 OS0984
 OS0984_MARKER: DB = BENCH MARK DISK
 OS0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0984_STAMPING: 18-212.05 1993
 OS0984_MARK LOGO: SDDT
 OS0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0984+STABILITY: SURFACE MOTION
 OS0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0984+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0984
 OS0984  HISTORY     - Date     Condition        Report By
 OS0984  HISTORY     - 1993     MONUMENTED       SDDT
 OS0984  HISTORY     - 19930929 GOOD             NGS
 OS0984  HISTORY     - 20121128 GOOD             INDIV
 OS0984
 OS0984                          STATION DESCRIPTION
 OS0984
 OS0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0984'4.4 KM (2.75 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0984'MAIN STREET IN MISSION, 61.8 M (202.8 FT) WEST OF THE EXTENDED CENTER
 OS0984'OF A PAVED ROAD LEADING SOUTH, 22.8 M (74.8 FT) SOUTH OF THE HIGHWAY
 OS0984'CENTERLINE, 7.3 M (24.0 FT) SOUTHEAST OF A UTILITY POLE WITH LINES
 OS0984'CROSSING THE HIGHWAY, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0984'0.8 M (2.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 OS0984'POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OS0984'SURFACE.
 OS0984
 OS0984                          STATION RECOVERY (2012)
 OS0984
 OS0984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0983 ***********************************************************************
 OS0983  DESIGNATION -  18 213.05
 OS0983  PID         -  OS0983
 OS0983  STATE/COUNTY-  SD/TODD
 OS0983  COUNTRY     -  US
 OS0983  USGS QUAD   -  MISSION SE (2017)
 OS0983
 OS0983                         *CURRENT SURVEY CONTROL
 OS0983  ______________________________________________________________________
 OS0983* NAD 83(1986) POSITION- 43 18 12.     (N) 100 34 58.     (W)   SCALED
 OS0983* NAVD 88 ORTHO HEIGHT -   781.518 (meters)     2564.03  (feet) ADJUSTED
 OS0983  ______________________________________________________________________
 OS0983  GEOID HEIGHT    -        -23.483 (meters)                     GEOID18
 OS0983  DYNAMIC HEIGHT  -        781.207 (meters)     2563.01  (feet) COMP
 OS0983  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 OS0983
 OS0983  VERT ORDER      -  FIRST     CLASS II
 OS0983
 OS0983.The horizontal coordinates were scaled from a map and have
 OS0983.an estimated accuracy of +/- 6 seconds.
 OS0983
 OS0983.The orthometric height was determined by differential leveling and
 OS0983.adjusted by the NATIONAL GEODETIC SURVEY
 OS0983.in June 1994.
 OS0983
 OS0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0983.GEOID18 height accuracy estimate available here.
 OS0983
 OS0983.Click photographs - Photos may exist for this station.
 OS0983
 OS0983.The dynamic height is computed by dividing the NAVD 88
 OS0983.geopotential number by the normal gravity value computed on the
 OS0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0983.degrees latitude (g = 980.6199 gals.).
 OS0983
 OS0983.The modeled gravity was interpolated from observed gravity values.
 OS0983
 OS0983;                    North         East    Units  Estimated Accuracy
 OS0983;SPC SD S     -   107,790.      579,760.      MT  (+/- 180 meters Scaled)
 OS0983
 OS0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN716957(NAD 83)
 OS0983
 OS0983                          SUPERSEDED SURVEY CONTROL
 OS0983
 OS0983.No superseded survey control is available for this station.
 OS0983
 OS0983_MARKER: DB = BENCH MARK DISK
 OS0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0983_STAMPING: 18-213.05 1993
 OS0983_MARK LOGO: SDDT
 OS0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0983+STABILITY: SURFACE MOTION
 OS0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0983+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0983
 OS0983  HISTORY     - Date     Condition        Report By
 OS0983  HISTORY     - 1993     MONUMENTED       SDDT
 OS0983  HISTORY     - 19930929 GOOD             NGS
 OS0983  HISTORY     - 20121128 GOOD             INDIV
 OS0983
 OS0983                          STATION DESCRIPTION
 OS0983
 OS0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0983'6.1 KM (3.80 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0983'MAIN STREET IN MISSION, 47.3 M (155.2 FT) WEST OF THE CENTER OF A
 OS0983'DRIVEWAY LEADING NORTH, 22.9 M (75.1 FT) NORTH OF THE HIGHWAY
 OS0983'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6
 OS0983'FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 OS0983'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OS0983
 OS0983                          STATION RECOVERY (2012)
 OS0983
 OS0983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0982 ***********************************************************************
 OS0982  DESIGNATION -  18 214.20
 OS0982  PID         -  OS0982
 OS0982  STATE/COUNTY-  SD/TODD
 OS0982  COUNTRY     -  US
 OS0982  USGS QUAD   -  MISSION SE (2017)
 OS0982
 OS0982                         *CURRENT SURVEY CONTROL
 OS0982  ______________________________________________________________________
 OS0982* NAD 83(1986) POSITION- 43 18 11.     (N) 100 33 45.     (W)   SCALED
 OS0982* NAVD 88 ORTHO HEIGHT -   778.300 (meters)     2553.47  (feet) ADJUSTED
 OS0982  ______________________________________________________________________
 OS0982  GEOID HEIGHT    -        -23.533 (meters)                     GEOID18
 OS0982  DYNAMIC HEIGHT  -        777.990 (meters)     2552.46  (feet) COMP
 OS0982  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 OS0982
 OS0982  VERT ORDER      -  FIRST     CLASS II
 OS0982
 OS0982.The horizontal coordinates were scaled from a map and have
 OS0982.an estimated accuracy of +/- 6 seconds.
 OS0982
 OS0982.The orthometric height was determined by differential leveling and
 OS0982.adjusted by the NATIONAL GEODETIC SURVEY
 OS0982.in June 1994.
 OS0982
 OS0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0982.GEOID18 height accuracy estimate available here.
 OS0982
 OS0982.Click photographs - Photos may exist for this station.
 OS0982
 OS0982.The dynamic height is computed by dividing the NAVD 88
 OS0982.geopotential number by the normal gravity value computed on the
 OS0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0982.degrees latitude (g = 980.6199 gals.).
 OS0982
 OS0982.The modeled gravity was interpolated from observed gravity values.
 OS0982
 OS0982;                    North         East    Units  Estimated Accuracy
 OS0982;SPC SD S     -   107,750.      581,410.      MT  (+/- 180 meters Scaled)
 OS0982
 OS0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN732956(NAD 83)
 OS0982
 OS0982                          SUPERSEDED SURVEY CONTROL
 OS0982
 OS0982.No superseded survey control is available for this station.
 OS0982
 OS0982_MARKER: Z = SEE DESCRIPTION
 OS0982_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS0982_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS0982_STAMPING: 18-214.20 1993
 OS0982_MARK LOGO: NGS
 OS0982_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0982_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0982+STABILITY: POSITION/ELEVATION WELL
 OS0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0982+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0982_ROD/PIPE-DEPTH: 6.4 meters
 OS0982_SLEEVE-DEPTH  : 3.0 meters
 OS0982
 OS0982  HISTORY     - Date     Condition        Report By
 OS0982  HISTORY     - 1993     MONUMENTED       SDDT
 OS0982  HISTORY     - 19930919 GOOD             NGS
 OS0982  HISTORY     - 20121128 GOOD             INDIV
 OS0982
 OS0982                          STATION DESCRIPTION
 OS0982
 OS0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0982'7.8 KM (4.85 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0982'MAIN STREET IN MISSION, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY
 OS0982'CENTERLINE, 6.3 M (20.7 FT) WEST OF THE CENTER OF 4 BRACED FENCE
 OS0982'POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 OS0982'SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) NORTH OF A
 OS0982'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OS0982'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OS0982'PIPE THAT IS ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT
 OS0982'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS0982
 OS0982                          STATION RECOVERY (2012)
 OS0982
 OS0982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0981 ***********************************************************************
 OS0981  DESIGNATION -  18 215.20
 OS0981  PID         -  OS0981
 OS0981  STATE/COUNTY-  SD/TODD
 OS0981  COUNTRY     -  US
 OS0981  USGS QUAD   -  MISSION SE (2017)
 OS0981
 OS0981                         *CURRENT SURVEY CONTROL
 OS0981  ______________________________________________________________________
 OS0981* NAD 83(1986) POSITION- 43 18 09.     (N) 100 32 28.     (W)   SCALED
 OS0981* NAVD 88 ORTHO HEIGHT -   774.640 (meters)     2541.46  (feet) ADJUSTED
 OS0981  ______________________________________________________________________
 OS0981  GEOID HEIGHT    -        -23.584 (meters)                     GEOID18
 OS0981  DYNAMIC HEIGHT  -        774.333 (meters)     2540.46  (feet) COMP
 OS0981  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 OS0981
 OS0981  VERT ORDER      -  FIRST     CLASS II
 OS0981
 OS0981.The horizontal coordinates were scaled from a map and have
 OS0981.an estimated accuracy of +/- 6 seconds.
 OS0981
 OS0981.The orthometric height was determined by differential leveling and
 OS0981.adjusted by the NATIONAL GEODETIC SURVEY
 OS0981.in June 1994.
 OS0981
 OS0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0981.GEOID18 height accuracy estimate available here.
 OS0981
 OS0981.Click photographs - Photos may exist for this station.
 OS0981
 OS0981.The dynamic height is computed by dividing the NAVD 88
 OS0981.geopotential number by the normal gravity value computed on the
 OS0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0981.degrees latitude (g = 980.6199 gals.).
 OS0981
 OS0981.The modeled gravity was interpolated from observed gravity values.
 OS0981
 OS0981;                    North         East    Units  Estimated Accuracy
 OS0981;SPC SD S     -   107,690.      583,140.      MT  (+/- 180 meters Scaled)
 OS0981
 OS0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN750955(NAD 83)
 OS0981
 OS0981                          SUPERSEDED SURVEY CONTROL
 OS0981
 OS0981.No superseded survey control is available for this station.
 OS0981
 OS0981_MARKER: DB = BENCH MARK DISK
 OS0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0981_STAMPING: 18-215.20 1993
 OS0981_MARK LOGO: SDDT
 OS0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0981+STABILITY: SURFACE MOTION
 OS0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0981+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OS0981
 OS0981  HISTORY     - Date     Condition        Report By
 OS0981  HISTORY     - 1993     MONUMENTED       SDDT
 OS0981  HISTORY     - 19930919 GOOD             NGS
 OS0981
 OS0981                          STATION DESCRIPTION
 OS0981
 OS0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0981'9.5 KM (5.90 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0981'MAIN STREET IN MISSION, 122.0 M (400.3 FT) EAST OF THE CENTER OF A
 OS0981'FIELD ENTRANCE, 22.4 M (73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.7
 OS0981'M (2.3 FT) NORTHWEST OF A T-FENCE CORNER, 0.7 M (2.3 FT) NORTH OF A
 OS0981'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OS0981'NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16
 OS0981'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0980 ***********************************************************************
 OS0980  DESIGNATION -  18 216.25
 OS0980  PID         -  OS0980
 OS0980  STATE/COUNTY-  SD/TODD
 OS0980  COUNTRY     -  US
 OS0980  USGS QUAD   -  MISSION SE (2017)
 OS0980
 OS0980                         *CURRENT SURVEY CONTROL
 OS0980  ______________________________________________________________________
 OS0980* NAD 83(1986) POSITION- 43 18 09.     (N) 100 31 15.     (W)   SCALED
 OS0980* NAVD 88 ORTHO HEIGHT -   781.589 (meters)     2564.26  (feet) ADJUSTED
 OS0980  ______________________________________________________________________
 OS0980  GEOID HEIGHT    -        -23.632 (meters)                     GEOID18
 OS0980  DYNAMIC HEIGHT  -        781.281 (meters)     2563.25  (feet) COMP
 OS0980  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 OS0980
 OS0980  VERT ORDER      -  FIRST     CLASS II
 OS0980
 OS0980.The horizontal coordinates were scaled from a map and have
 OS0980.an estimated accuracy of +/- 6 seconds.
 OS0980
 OS0980.The orthometric height was determined by differential leveling and
 OS0980.adjusted by the NATIONAL GEODETIC SURVEY
 OS0980.in June 1994.
 OS0980
 OS0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0980.GEOID18 height accuracy estimate available here.
 OS0980
 OS0980.Click photographs - Photos may exist for this station.
 OS0980
 OS0980.The dynamic height is computed by dividing the NAVD 88
 OS0980.geopotential number by the normal gravity value computed on the
 OS0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0980.degrees latitude (g = 980.6199 gals.).
 OS0980
 OS0980.The modeled gravity was interpolated from observed gravity values.
 OS0980
 OS0980;                    North         East    Units  Estimated Accuracy
 OS0980;SPC SD S     -   107,680.      584,790.      MT  (+/- 180 meters Scaled)
 OS0980
 OS0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN766955(NAD 83)
 OS0980
 OS0980                          SUPERSEDED SURVEY CONTROL
 OS0980
 OS0980.No superseded survey control is available for this station.
 OS0980
 OS0980_MARKER: DB = BENCH MARK DISK
 OS0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0980_STAMPING: 18-216.25 1993
 OS0980_MARK LOGO: SDDT
 OS0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0980+STABILITY: SURFACE MOTION
 OS0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0980+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0980
 OS0980  HISTORY     - Date     Condition        Report By
 OS0980  HISTORY     - 1993     MONUMENTED       SDDT
 OS0980  HISTORY     - 19930919 GOOD             NGS
 OS0980  HISTORY     - 20121128 GOOD             INDIV
 OS0980
 OS0980                          STATION DESCRIPTION
 OS0980
 OS0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0980'11.1 KM (6.90 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0980'OF MAIN STREET IN MISSION, 220.0 M (721.8 FT) EAST OF THE CENTER OF A
 OS0980'DRIVEWAY LEADING SOUTH TO A FRAME HOUSE, 22.4 M (73.5 FT) SOUTH OF
 OS0980'THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.5 M (1.6
 OS0980'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF WITNESS
 OS0980'POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OS0980'SURFACE.
 OS0980
 OS0980                          STATION RECOVERY (2012)
 OS0980
 OS0980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0979 ***********************************************************************
 OS0979  DESIGNATION -  18 217.25
 OS0979  PID         -  OS0979
 OS0979  STATE/COUNTY-  SD/TODD
 OS0979  COUNTRY     -  US
 OS0979  USGS QUAD   -  MISSION SE (2017)
 OS0979
 OS0979                         *CURRENT SURVEY CONTROL
 OS0979  ______________________________________________________________________
 OS0979* NAD 83(1986) POSITION- 43 18 10.     (N) 100 30 04.     (W)   SCALED
 OS0979* NAVD 88 ORTHO HEIGHT -   780.081 (meters)     2559.32  (feet) ADJUSTED
 OS0979  ______________________________________________________________________
 OS0979  GEOID HEIGHT    -        -23.681 (meters)                     GEOID18
 OS0979  DYNAMIC HEIGHT  -        779.775 (meters)     2558.31  (feet) COMP
 OS0979  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 OS0979
 OS0979  VERT ORDER      -  FIRST     CLASS II
 OS0979
 OS0979.The horizontal coordinates were scaled from a map and have
 OS0979.an estimated accuracy of +/- 6 seconds.
 OS0979
 OS0979.The orthometric height was determined by differential leveling and
 OS0979.adjusted by the NATIONAL GEODETIC SURVEY
 OS0979.in June 1994.
 OS0979
 OS0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0979.GEOID18 height accuracy estimate available here.
 OS0979
 OS0979.Click photographs - Photos may exist for this station.
 OS0979
 OS0979.The dynamic height is computed by dividing the NAVD 88
 OS0979.geopotential number by the normal gravity value computed on the
 OS0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0979.degrees latitude (g = 980.6199 gals.).
 OS0979
 OS0979.The modeled gravity was interpolated from observed gravity values.
 OS0979
 OS0979;                    North         East    Units  Estimated Accuracy
 OS0979;SPC SD S     -   107,710.      586,390.      MT  (+/- 180 meters Scaled)
 OS0979
 OS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN782955(NAD 83)
 OS0979
 OS0979                          SUPERSEDED SURVEY CONTROL
 OS0979
 OS0979.No superseded survey control is available for this station.
 OS0979
 OS0979_MARKER: DB = BENCH MARK DISK
 OS0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0979_STAMPING: 18-217.25 1993
 OS0979_MARK LOGO: SDDT
 OS0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0979+STABILITY: SURFACE MOTION
 OS0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0979+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0979
 OS0979  HISTORY     - Date     Condition        Report By
 OS0979  HISTORY     - 1993     MONUMENTED       SDDT
 OS0979  HISTORY     - 19930919 GOOD             NGS
 OS0979  HISTORY     - 20121128 GOOD             INDIV
 OS0979
 OS0979                          STATION DESCRIPTION
 OS0979
 OS0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0979'12.7 KM (7.90 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0979'OF MAIN STREET IN MISSION, 20.8 M (68.2 FT) EAST OF THE CENTER OF A
 OS0979'FIELD ENTRANCE, 20.2 M (66.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.3
 OS0979'M (4.3 FT) SOUTHEAST OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE
 OS0979'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 OS0979'SOUTH OF WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OS0979'SURFACE.
 OS0979
 OS0979                          STATION RECOVERY (2012)
 OS0979
 OS0979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0979'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0978 ***********************************************************************
 OS0978  DESIGNATION -  18 218.30
 OS0978  PID         -  OS0978
 OS0978  STATE/COUNTY-  SD/TODD
 OS0978  COUNTRY     -  US
 OS0978  USGS QUAD   -  OKREEK (2017)
 OS0978
 OS0978                         *CURRENT SURVEY CONTROL
 OS0978  ______________________________________________________________________
 OS0978* NAD 83(1986) POSITION- 43 18 16.     (N) 100 28 50.     (W)   SCALED
 OS0978* NAVD 88 ORTHO HEIGHT -   778.986 (meters)     2555.72  (feet) ADJUSTED
 OS0978  ______________________________________________________________________
 OS0978  GEOID HEIGHT    -        -23.737 (meters)                     GEOID18
 OS0978  DYNAMIC HEIGHT  -        778.681 (meters)     2554.72  (feet) COMP
 OS0978  MODELED GRAVITY -    980,203.1   (mgal)                       NAVD 88
 OS0978
 OS0978  VERT ORDER      -  FIRST     CLASS II
 OS0978
 OS0978.The horizontal coordinates were scaled from a map and have
 OS0978.an estimated accuracy of +/- 6 seconds.
 OS0978
 OS0978.The orthometric height was determined by differential leveling and
 OS0978.adjusted by the NATIONAL GEODETIC SURVEY
 OS0978.in June 1994.
 OS0978
 OS0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0978.GEOID18 height accuracy estimate available here.
 OS0978
 OS0978.Click photographs - Photos may exist for this station.
 OS0978
 OS0978.The dynamic height is computed by dividing the NAVD 88
 OS0978.geopotential number by the normal gravity value computed on the
 OS0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0978.degrees latitude (g = 980.6199 gals.).
 OS0978
 OS0978.The modeled gravity was interpolated from observed gravity values.
 OS0978
 OS0978;                    North         East    Units  Estimated Accuracy
 OS0978;SPC SD S     -   107,890.      588,060.      MT  (+/- 180 meters Scaled)
 OS0978
 OS0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN799956(NAD 83)
 OS0978
 OS0978                          SUPERSEDED SURVEY CONTROL
 OS0978
 OS0978.No superseded survey control is available for this station.
 OS0978
 OS0978_MARKER: DB = BENCH MARK DISK
 OS0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0978_STAMPING: 18-218.30 1993
 OS0978_MARK LOGO: SDDT
 OS0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0978+STABILITY: SURFACE MOTION
 OS0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0978+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0978
 OS0978  HISTORY     - Date     Condition        Report By
 OS0978  HISTORY     - 1993     MONUMENTED       SDDT
 OS0978  HISTORY     - 19930919 GOOD             NGS
 OS0978  HISTORY     - 20121128 GOOD             INDIV
 OS0978
 OS0978                          STATION DESCRIPTION
 OS0978
 OS0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0978'14.4 KM (8.95 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0978'OF MAIN STREET IN MISSION, 22.8 M (74.8 FT) SOUTHEAST OF THE HIGHWAY
 OS0978'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OS0978'FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 OS0978'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OS0978
 OS0978                          STATION RECOVERY (2012)
 OS0978
 OS0978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0976 ***********************************************************************
 OS0976  DESIGNATION -  18 219.35
 OS0976  PID         -  OS0976
 OS0976  STATE/COUNTY-  SD/TODD
 OS0976  COUNTRY     -  US
 OS0976  USGS QUAD   -  OKREEK (2017)
 OS0976
 OS0976                         *CURRENT SURVEY CONTROL
 OS0976  ______________________________________________________________________
 OS0976* NAD 83(1986) POSITION- 43 18 36.     (N) 100 27 42.     (W)   SCALED
 OS0976* NAVD 88 ORTHO HEIGHT -   779.095 (meters)     2556.08  (feet) ADJUSTED
 OS0976  ______________________________________________________________________
 OS0976  GEOID HEIGHT    -        -23.806 (meters)                     GEOID18
 OS0976  DYNAMIC HEIGHT  -        778.791 (meters)     2555.08  (feet) COMP
 OS0976  MODELED GRAVITY -    980,204.2   (mgal)                       NAVD 88
 OS0976
 OS0976  VERT ORDER      -  FIRST     CLASS II
 OS0976
 OS0976.The horizontal coordinates were scaled from a map and have
 OS0976.an estimated accuracy of +/- 6 seconds.
 OS0976
 OS0976.The orthometric height was determined by differential leveling and
 OS0976.adjusted by the NATIONAL GEODETIC SURVEY
 OS0976.in June 1994.
 OS0976
 OS0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0976.GEOID18 height accuracy estimate available here.
 OS0976
 OS0976.Click photographs - Photos may exist for this station.
 OS0976
 OS0976.The dynamic height is computed by dividing the NAVD 88
 OS0976.geopotential number by the normal gravity value computed on the
 OS0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0976.degrees latitude (g = 980.6199 gals.).
 OS0976
 OS0976.The modeled gravity was interpolated from observed gravity values.
 OS0976
 OS0976;                    North         East    Units  Estimated Accuracy
 OS0976;SPC SD S     -   108,510.      589,590.      MT  (+/- 180 meters Scaled)
 OS0976
 OS0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN814962(NAD 83)
 OS0976
 OS0976                          SUPERSEDED SURVEY CONTROL
 OS0976
 OS0976.No superseded survey control is available for this station.
 OS0976
 OS0976_MARKER: DB = BENCH MARK DISK
 OS0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0976_STAMPING: 18-219.35 1993
 OS0976_MARK LOGO: SDDT
 OS0976_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0976+STABILITY: SURFACE MOTION
 OS0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0976+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0976
 OS0976  HISTORY     - Date     Condition        Report By
 OS0976  HISTORY     - 1993     MONUMENTED       SDDT
 OS0976  HISTORY     - 19930919 GOOD             NGS
 OS0976  HISTORY     - 20121128 GOOD             INDIV
 OS0976
 OS0976                          STATION DESCRIPTION
 OS0976
 OS0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0976'16.1 KM (10.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0976'OF MAIN STREET IN MISSION, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY
 OS0976'CENTERLINE, 4.9 M (16.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 OS0976'0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 OS0976'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OS0976'IS FLUSH WITH THE GROUND SURFACE.
 OS0976
 OS0976                          STATION RECOVERY (2012)
 OS0976
 OS0976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0975 ***********************************************************************
 OS0975  DESIGNATION -  18 220.05
 OS0975  PID         -  OS0975
 OS0975  STATE/COUNTY-  SD/TODD
 OS0975  COUNTRY     -  US
 OS0975  USGS QUAD   -  OKREEK (2017)
 OS0975
 OS0975                         *CURRENT SURVEY CONTROL
 OS0975  ______________________________________________________________________
 OS0975* NAD 83(1986) POSITION- 43 18 45.     (N) 100 26 55.     (W)   SCALED
 OS0975* NAVD 88 ORTHO HEIGHT -   790.072 (meters)     2592.09  (feet) ADJUSTED
 OS0975  ______________________________________________________________________
 OS0975  GEOID HEIGHT    -        -23.849 (meters)                     GEOID18
 OS0975  DYNAMIC HEIGHT  -        789.764 (meters)     2591.08  (feet) COMP
 OS0975  MODELED GRAVITY -    980,204.8   (mgal)                       NAVD 88
 OS0975
 OS0975  VERT ORDER      -  FIRST     CLASS II
 OS0975
 OS0975.The horizontal coordinates were scaled from a map and have
 OS0975.an estimated accuracy of +/- 6 seconds.
 OS0975
 OS0975.The orthometric height was determined by differential leveling and
 OS0975.adjusted by the NATIONAL GEODETIC SURVEY
 OS0975.in June 1994.
 OS0975
 OS0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0975.GEOID18 height accuracy estimate available here.
 OS0975
 OS0975.Click photographs - Photos may exist for this station.
 OS0975
 OS0975.The dynamic height is computed by dividing the NAVD 88
 OS0975.geopotential number by the normal gravity value computed on the
 OS0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0975.degrees latitude (g = 980.6199 gals.).
 OS0975
 OS0975.The modeled gravity was interpolated from observed gravity values.
 OS0975
 OS0975;                    North         East    Units  Estimated Accuracy
 OS0975;SPC SD S     -   108,780.      590,650.      MT  (+/- 180 meters Scaled)
 OS0975
 OS0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN825965(NAD 83)
 OS0975
 OS0975                          SUPERSEDED SURVEY CONTROL
 OS0975
 OS0975.No superseded survey control is available for this station.
 OS0975
 OS0975_MARKER: Z = SEE DESCRIPTION
 OS0975_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS0975_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS0975_STAMPING: 18-220.05 1993
 OS0975_MARK LOGO: NGS
 OS0975_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0975_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0975+STABILITY: POSITION/ELEVATION WELL
 OS0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0975+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0975_ROD/PIPE-DEPTH: 6.4 meters
 OS0975_SLEEVE-DEPTH  : 3.0 meters
 OS0975
 OS0975  HISTORY     - Date     Condition        Report By
 OS0975  HISTORY     - 1993     MONUMENTED       SDDT
 OS0975  HISTORY     - 19930919 GOOD             NGS
 OS0975  HISTORY     - 20121128 GOOD             INDIV
 OS0975
 OS0975                          STATION DESCRIPTION
 OS0975
 OS0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0975'17.2 KM (10.70 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0975'OF MAIN STREET IN MISSION, 22.8 M (74.8 FT) SOUTHEAST OF THE HIGHWAY
 OS0975'CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.3 M (4.3
 OS0975'FT) NORTHEAST OF A BRACED FENCE POST, 0.3 M (1.0 FT) SOUTHEAST OF A
 OS0975'METAL GUARD POST, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 OS0975'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OS0975'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OS0975'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0975'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OS0975
 OS0975                          STATION RECOVERY (2012)
 OS0975
 OS0975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0974 ***********************************************************************
 OS0974  DESIGNATION -  18 221.20
 OS0974  PID         -  OS0974
 OS0974  STATE/COUNTY-  SD/TODD
 OS0974  COUNTRY     -  US
 OS0974  USGS QUAD   -  OKREEK (2017)
 OS0974
 OS0974                         *CURRENT SURVEY CONTROL
 OS0974  ______________________________________________________________________
 OS0974* NAD 83(1986) POSITION- 43 19 30.     (N) 100 26 07.     (W)   SCALED
 OS0974* NAVD 88 ORTHO HEIGHT -   759.938 (meters)     2493.23  (feet) ADJUSTED
 OS0974  ______________________________________________________________________
 OS0974  GEOID HEIGHT    -        -23.936 (meters)                     GEOID18
 OS0974  DYNAMIC HEIGHT  -        759.642 (meters)     2492.26  (feet) COMP
 OS0974  MODELED GRAVITY -    980,206.1   (mgal)                       NAVD 88
 OS0974
 OS0974  VERT ORDER      -  FIRST     CLASS II
 OS0974
 OS0974.The horizontal coordinates were scaled from a map and have
 OS0974.an estimated accuracy of +/- 6 seconds.
 OS0974
 OS0974.The orthometric height was determined by differential leveling and
 OS0974.adjusted by the NATIONAL GEODETIC SURVEY
 OS0974.in June 1994.
 OS0974
 OS0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0974.GEOID18 height accuracy estimate available here.
 OS0974
 OS0974.Click photographs - Photos may exist for this station.
 OS0974
 OS0974.The dynamic height is computed by dividing the NAVD 88
 OS0974.geopotential number by the normal gravity value computed on the
 OS0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0974.degrees latitude (g = 980.6199 gals.).
 OS0974
 OS0974.The modeled gravity was interpolated from observed gravity values.
 OS0974
 OS0974;                    North         East    Units  Estimated Accuracy
 OS0974;SPC SD S     -   110,170.      591,730.      MT  (+/- 180 meters Scaled)
 OS0974
 OS0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN836979(NAD 83)
 OS0974
 OS0974                          SUPERSEDED SURVEY CONTROL
 OS0974
 OS0974.No superseded survey control is available for this station.
 OS0974
 OS0974_MARKER: DB = BENCH MARK DISK
 OS0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0974_STAMPING: 18-221.20 1993
 OS0974_MARK LOGO: SDDT
 OS0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0974+STABILITY: SURFACE MOTION
 OS0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0974+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0974
 OS0974  HISTORY     - Date     Condition        Report By
 OS0974  HISTORY     - 1993     MONUMENTED       SDDT
 OS0974  HISTORY     - 19930919 GOOD             NGS
 OS0974  HISTORY     - 20121128 GOOD             INDIV
 OS0974
 OS0974                          STATION DESCRIPTION
 OS0974
 OS0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0974'19.0 KM (11.80 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0974'OF MAIN STREET IN MISSION, 22.8 M (74.8 FT) SOUTHEAST OF THE HIGHWAY
 OS0974'CENTERLINE, 11.7 M (38.4 FT) NORTHEAST OF THE CENTER OF A FIELD
 OS0974'ENTRANCE, 1.0 M (3.3 FT) NORTHWEST OF A T-FENCE CORNER, 1.0 M (3.3
 OS0974'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A
 OS0974'WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 OS0974'GROUND SURFACE.
 OS0974
 OS0974                          STATION RECOVERY (2012)
 OS0974
 OS0974'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0973 ***********************************************************************
 OS0973  DESIGNATION -  18 222.30
 OS0973  PID         -  OS0973
 OS0973  STATE/COUNTY-  SD/TODD
 OS0973  COUNTRY     -  US
 OS0973  USGS QUAD   -  OKREEK (2017)
 OS0973
 OS0973                         *CURRENT SURVEY CONTROL
 OS0973  ______________________________________________________________________
 OS0973* NAD 83(1986) POSITION- 43 20 22.     (N) 100 25 37.     (W)   SCALED
 OS0973* NAVD 88 ORTHO HEIGHT -   755.085 (meters)     2477.31  (feet) ADJUSTED
 OS0973  ______________________________________________________________________
 OS0973  GEOID HEIGHT    -        -24.017 (meters)                     GEOID18
 OS0973  DYNAMIC HEIGHT  -        754.792 (meters)     2476.35  (feet) COMP
 OS0973  MODELED GRAVITY -    980,208.3   (mgal)                       NAVD 88
 OS0973
 OS0973  VERT ORDER      -  FIRST     CLASS II
 OS0973
 OS0973.The horizontal coordinates were scaled from a map and have
 OS0973.an estimated accuracy of +/- 6 seconds.
 OS0973
 OS0973.The orthometric height was determined by differential leveling and
 OS0973.adjusted by the NATIONAL GEODETIC SURVEY
 OS0973.in June 1994.
 OS0973
 OS0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0973.GEOID18 height accuracy estimate available here.
 OS0973
 OS0973.Click photographs - Photos may exist for this station.
 OS0973
 OS0973.The dynamic height is computed by dividing the NAVD 88
 OS0973.geopotential number by the normal gravity value computed on the
 OS0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0973.degrees latitude (g = 980.6199 gals.).
 OS0973
 OS0973.The modeled gravity was interpolated from observed gravity values.
 OS0973
 OS0973;                    North         East    Units  Estimated Accuracy
 OS0973;SPC SD S     -   111,770.      592,410.      MT  (+/- 180 meters Scaled)
 OS0973
 OS0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN843994(NAD 83)
 OS0973
 OS0973                          SUPERSEDED SURVEY CONTROL
 OS0973
 OS0973.No superseded survey control is available for this station.
 OS0973
 OS0973_MARKER: DB = BENCH MARK DISK
 OS0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0973_STAMPING: 18-222.30 1993
 OS0973_MARK LOGO: SDDT
 OS0973_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0973+STABILITY: SURFACE MOTION
 OS0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0973+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0973
 OS0973  HISTORY     - Date     Condition        Report By
 OS0973  HISTORY     - 1993     MONUMENTED       SDDT
 OS0973  HISTORY     - 19930919 GOOD             NGS
 OS0973  HISTORY     - 20121128 GOOD             INDIV
 OS0973
 OS0973                          STATION DESCRIPTION
 OS0973
 OS0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0973'20.8 KM (12.90 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0973'OF MAIN STREET IN MISSION, 22.8 M (74.8 FT) WEST OF THE HIGHWAY
 OS0973'CENTERLINE, 15.9 M (52.2 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 OS0973'0.5 M (1.6 FT) EAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OS0973'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 OS0973'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OS0973
 OS0973                          STATION RECOVERY (2012)
 OS0973
 OS0973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0972 ***********************************************************************
 OS0972  DESIGNATION -  18 222.95
 OS0972  PID         -  OS0972
 OS0972  STATE/COUNTY-  SD/TODD
 OS0972  COUNTRY     -  US
 OS0972  USGS QUAD   -  OKREEK (2017)
 OS0972
 OS0972                         *CURRENT SURVEY CONTROL
 OS0972  ______________________________________________________________________
 OS0972* NAD 83(1986) POSITION- 43 20 54.     (N) 100 25 12.     (W)   SCALED
 OS0972* NAVD 88 ORTHO HEIGHT -   746.864 (meters)     2450.34  (feet) ADJUSTED
 OS0972  ______________________________________________________________________
 OS0972  GEOID HEIGHT    -        -24.069 (meters)                     GEOID18
 OS0972  DYNAMIC HEIGHT  -        746.576 (meters)     2449.39  (feet) COMP
 OS0972  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 OS0972
 OS0972  VERT ORDER      -  FIRST     CLASS II
 OS0972
 OS0972.The horizontal coordinates were scaled from a map and have
 OS0972.an estimated accuracy of +/- 6 seconds.
 OS0972
 OS0972.The orthometric height was determined by differential leveling and
 OS0972.adjusted by the NATIONAL GEODETIC SURVEY
 OS0972.in June 1994.
 OS0972
 OS0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0972.GEOID18 height accuracy estimate available here.
 OS0972
 OS0972.Click photographs - Photos may exist for this station.
 OS0972
 OS0972.The dynamic height is computed by dividing the NAVD 88
 OS0972.geopotential number by the normal gravity value computed on the
 OS0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0972.degrees latitude (g = 980.6199 gals.).
 OS0972
 OS0972.The modeled gravity was interpolated from observed gravity values.
 OS0972
 OS0972;                    North         East    Units  Estimated Accuracy
 OS0972;SPC SD S     -   112,760.      592,970.      MT  (+/- 180 meters Scaled)
 OS0972
 OS0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP849004(NAD 83)
 OS0972
 OS0972                          SUPERSEDED SURVEY CONTROL
 OS0972
 OS0972.No superseded survey control is available for this station.
 OS0972
 OS0972_MARKER: DB = BENCH MARK DISK
 OS0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0972_STAMPING: 18-222.95 1993
 OS0972_MARK LOGO: SDDT
 OS0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0972+STABILITY: SURFACE MOTION
 OS0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0972+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 OS0972
 OS0972  HISTORY     - Date     Condition        Report By
 OS0972  HISTORY     - 1993     MONUMENTED       SDDT
 OS0972  HISTORY     - 19930919 GOOD             NGS
 OS0972  HISTORY     - 20121128 GOOD             INDIV
 OS0972  HISTORY     - 20140930 GOOD             GEOCAC
 OS0972
 OS0972                          STATION DESCRIPTION
 OS0972
 OS0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0972'21.8 KM (13.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0972'OF MAIN STREET IN MISSION, 92.0 M (301.8 FT) SOUTHWEST OF THE CENTER
 OS0972'OF A FIELD ENTRANCE, 22.5 M (73.8 FT) NORTHWEST OF THE HIGHWAY
 OS0972'CENTERLINE, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW
 OS0972'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST,
 OS0972'AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OS0972'SURFACE.
 OS0972
 OS0972                          STATION RECOVERY (2012)
 OS0972
 OS0972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0972'RECOVERED IN GOOD CONDITION.
 OS0972
 OS0972                          STATION RECOVERY (2014)
 OS0972
 OS0972'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 OS0972'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0971 ***********************************************************************
 OS0971  DESIGNATION -  18 223.85
 OS0971  PID         -  OS0971
 OS0971  STATE/COUNTY-  SD/TODD
 OS0971  COUNTRY     -  US
 OS0971  USGS QUAD   -  OKREEK (2017)
 OS0971
 OS0971                         *CURRENT SURVEY CONTROL
 OS0971  ______________________________________________________________________
 OS0971* NAD 83(1986) POSITION- 43 21 18.     (N) 100 24 21.     (W)   SCALED
 OS0971* NAVD 88 ORTHO HEIGHT -   732.391 (meters)     2402.85  (feet) ADJUSTED
 OS0971  ______________________________________________________________________
 OS0971  GEOID HEIGHT    -        -24.131 (meters)                     GEOID18
 OS0971  DYNAMIC HEIGHT  -        732.110 (meters)     2401.93  (feet) COMP
 OS0971  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 OS0971
 OS0971  VERT ORDER      -  FIRST     CLASS II
 OS0971
 OS0971.The horizontal coordinates were scaled from a map and have
 OS0971.an estimated accuracy of +/- 6 seconds.
 OS0971
 OS0971.The orthometric height was determined by differential leveling and
 OS0971.adjusted by the NATIONAL GEODETIC SURVEY
 OS0971.in June 1994.
 OS0971
 OS0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0971.GEOID18 height accuracy estimate available here.
 OS0971
 OS0971.Click photographs - Photos may exist for this station.
 OS0971
 OS0971.The dynamic height is computed by dividing the NAVD 88
 OS0971.geopotential number by the normal gravity value computed on the
 OS0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0971.degrees latitude (g = 980.6199 gals.).
 OS0971
 OS0971.The modeled gravity was interpolated from observed gravity values.
 OS0971
 OS0971;                    North         East    Units  Estimated Accuracy
 OS0971;SPC SD S     -   113,500.      594,120.      MT  (+/- 180 meters Scaled)
 OS0971
 OS0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP860011(NAD 83)
 OS0971
 OS0971                          SUPERSEDED SURVEY CONTROL
 OS0971
 OS0971.No superseded survey control is available for this station.
 OS0971
 OS0971_MARKER: DB = BENCH MARK DISK
 OS0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0971_STAMPING: 18-223.85 1993
 OS0971_MARK LOGO: SDDT
 OS0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0971+STABILITY: SURFACE MOTION
 OS0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0971+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0971
 OS0971  HISTORY     - Date     Condition        Report By
 OS0971  HISTORY     - 1993     MONUMENTED       SDDT
 OS0971  HISTORY     - 19930919 GOOD             NGS
 OS0971  HISTORY     - 20121129 GOOD             INDIV
 OS0971
 OS0971                          STATION DESCRIPTION
 OS0971
 OS0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0971'23.3 KM (14.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0971'OF MAIN STREET IN MISSION, 17.2 M (56.4 FT) SOUTHEAST OF THE HIGHWAY
 OS0971'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 OS0971'FT) NORTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST,
 OS0971'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS0971
 OS0971                          STATION RECOVERY (2012)
 OS0971
 OS0971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0970 ***********************************************************************
 OS0970  DESIGNATION -  18 224.90
 OS0970  PID         -  OS0970
 OS0970  STATE/COUNTY-  SD/TODD
 OS0970  COUNTRY     -  US
 OS0970  USGS QUAD   -  OKREEK (2017)
 OS0970
 OS0970                         *CURRENT SURVEY CONTROL
 OS0970  ______________________________________________________________________
 OS0970* NAD 83(1986) POSITION- 43 21 37.     (N) 100 23 15.     (W)   SCALED
 OS0970* NAVD 88 ORTHO HEIGHT -   693.789 (meters)     2276.21  (feet) ADJUSTED
 OS0970  ______________________________________________________________________
 OS0970  GEOID HEIGHT    -        -24.196 (meters)                     GEOID18
 OS0970  DYNAMIC HEIGHT  -        693.526 (meters)     2275.34  (feet) COMP
 OS0970  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 OS0970
 OS0970  VERT ORDER      -  FIRST     CLASS II
 OS0970
 OS0970.The horizontal coordinates were scaled from a map and have
 OS0970.an estimated accuracy of +/- 6 seconds.
 OS0970
 OS0970.The orthometric height was determined by differential leveling and
 OS0970.adjusted by the NATIONAL GEODETIC SURVEY
 OS0970.in June 1994.
 OS0970
 OS0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0970.GEOID18 height accuracy estimate available here.
 OS0970
 OS0970.Click photographs - Photos may exist for this station.
 OS0970
 OS0970.The dynamic height is computed by dividing the NAVD 88
 OS0970.geopotential number by the normal gravity value computed on the
 OS0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0970.degrees latitude (g = 980.6199 gals.).
 OS0970
 OS0970.The modeled gravity was interpolated from observed gravity values.
 OS0970
 OS0970;                    North         East    Units  Estimated Accuracy
 OS0970;SPC SD S     -   114,090.      595,610.      MT  (+/- 180 meters Scaled)
 OS0970
 OS0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP875017(NAD 83)
 OS0970
 OS0970                          SUPERSEDED SURVEY CONTROL
 OS0970
 OS0970.No superseded survey control is available for this station.
 OS0970
 OS0970_MARKER: DB = BENCH MARK DISK
 OS0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0970_STAMPING: 18-224.90 1993
 OS0970_MARK LOGO: SDDT
 OS0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0970+STABILITY: SURFACE MOTION
 OS0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0970+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0970
 OS0970  HISTORY     - Date     Condition        Report By
 OS0970  HISTORY     - 1993     MONUMENTED       SDDT
 OS0970  HISTORY     - 19930919 GOOD             NGS
 OS0970  HISTORY     - 20121129 GOOD             INDIV
 OS0970
 OS0970                          STATION DESCRIPTION
 OS0970
 OS0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0970'24.9 KM (15.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0970'OF MAIN STREET IN MISSION, 156.0 M (511.8 FT) WEST OF MILEPOST 225,
 OS0970'22.0 M (72.2 FT) WEST OF THE CENTER OF A PAVED ROAD, 15.4 M (50.5 FT)
 OS0970'SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OS0970'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OS0970'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS0970
 OS0970                          STATION RECOVERY (2012)
 OS0970
 OS0970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0969 ***********************************************************************
 OS0969  DESIGNATION -  18 225.95
 OS0969  PID         -  OS0969
 OS0969  STATE/COUNTY-  SD/TODD
 OS0969  COUNTRY     -  US
 OS0969  USGS QUAD   -  OKREEK SE (2017)
 OS0969
 OS0969                         *CURRENT SURVEY CONTROL
 OS0969  ______________________________________________________________________
 OS0969* NAD 83(1986) POSITION- 43 21 38.     (N) 100 21 59.     (W)   SCALED
 OS0969* NAVD 88 ORTHO HEIGHT -   698.561 (meters)     2291.86  (feet) ADJUSTED
 OS0969  ______________________________________________________________________
 OS0969  GEOID HEIGHT    -        -24.247 (meters)                     GEOID18
 OS0969  DYNAMIC HEIGHT  -        698.296 (meters)     2290.99  (feet) COMP
 OS0969  MODELED GRAVITY -    980,219.2   (mgal)                       NAVD 88
 OS0969
 OS0969  VERT ORDER      -  FIRST     CLASS II
 OS0969
 OS0969.The horizontal coordinates were scaled from a map and have
 OS0969.an estimated accuracy of +/- 6 seconds.
 OS0969
 OS0969.The orthometric height was determined by differential leveling and
 OS0969.adjusted by the NATIONAL GEODETIC SURVEY
 OS0969.in June 1994.
 OS0969
 OS0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0969.GEOID18 height accuracy estimate available here.
 OS0969
 OS0969.Click photographs - Photos may exist for this station.
 OS0969
 OS0969.The dynamic height is computed by dividing the NAVD 88
 OS0969.geopotential number by the normal gravity value computed on the
 OS0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0969.degrees latitude (g = 980.6199 gals.).
 OS0969
 OS0969.The modeled gravity was interpolated from observed gravity values.
 OS0969
 OS0969;                    North         East    Units  Estimated Accuracy
 OS0969;SPC SD S     -   114,120.      597,320.      MT  (+/- 180 meters Scaled)
 OS0969
 OS0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP892017(NAD 83)
 OS0969
 OS0969                          SUPERSEDED SURVEY CONTROL
 OS0969
 OS0969.No superseded survey control is available for this station.
 OS0969
 OS0969_MARKER: Z = SEE DESCRIPTION
 OS0969_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS0969_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS0969_STAMPING: 18-225.95 1993
 OS0969_MARK LOGO: NGS
 OS0969_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0969_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0969+STABILITY: POSITION/ELEVATION WELL
 OS0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0969+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OS0969_ROD/PIPE-DEPTH: 6.4 meters
 OS0969_SLEEVE-DEPTH  : 3.0 meters
 OS0969
 OS0969  HISTORY     - Date     Condition        Report By
 OS0969  HISTORY     - 1993     MONUMENTED       SDDT
 OS0969  HISTORY     - 19930919 GOOD             NGS
 OS0969
 OS0969                          STATION DESCRIPTION
 OS0969
 OS0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0969'26.6 KM (16.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0969'OF MAIN STREET IN MISSION, 53.3 M (174.9 FT) WEST OF MILEPOST 226,
 OS0969'17.9 M (58.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 15.1 M (49.5
 OS0969'FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) NORTH OF A FENCE,
 OS0969'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH
 OS0969'OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 OS0969'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OS0969'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OS0969'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0969'CAP AND THEN THROUGH A 4-INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0968 ***********************************************************************
 OS0968  DESIGNATION -  18 226.95
 OS0968  PID         -  OS0968
 OS0968  STATE/COUNTY-  SD/TODD
 OS0968  COUNTRY     -  US
 OS0968  USGS QUAD   -  OKREEK SE (2017)
 OS0968
 OS0968                         *CURRENT SURVEY CONTROL
 OS0968  ______________________________________________________________________
 OS0968* NAD 83(1986) POSITION- 43 21 36.     (N) 100 20 47.     (W)   SCALED
 OS0968* NAVD 88 ORTHO HEIGHT -   679.247 (meters)     2228.50  (feet) ADJUSTED
 OS0968  ______________________________________________________________________
 OS0968  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 OS0968  DYNAMIC HEIGHT  -        678.990 (meters)     2227.65  (feet) COMP
 OS0968  MODELED GRAVITY -    980,220.3   (mgal)                       NAVD 88
 OS0968
 OS0968  VERT ORDER      -  FIRST     CLASS II
 OS0968
 OS0968.The horizontal coordinates were scaled from a map and have
 OS0968.an estimated accuracy of +/- 6 seconds.
 OS0968
 OS0968.The orthometric height was determined by differential leveling and
 OS0968.adjusted by the NATIONAL GEODETIC SURVEY
 OS0968.in June 1994.
 OS0968
 OS0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0968.GEOID18 height accuracy estimate available here.
 OS0968
 OS0968.Click photographs - Photos may exist for this station.
 OS0968
 OS0968.The dynamic height is computed by dividing the NAVD 88
 OS0968.geopotential number by the normal gravity value computed on the
 OS0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0968.degrees latitude (g = 980.6199 gals.).
 OS0968
 OS0968.The modeled gravity was interpolated from observed gravity values.
 OS0968
 OS0968;                    North         East    Units  Estimated Accuracy
 OS0968;SPC SD S     -   114,050.      598,940.      MT  (+/- 180 meters Scaled)
 OS0968
 OS0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP909016(NAD 83)
 OS0968
 OS0968                          SUPERSEDED SURVEY CONTROL
 OS0968
 OS0968.No superseded survey control is available for this station.
 OS0968
 OS0968_MARKER: DB = BENCH MARK DISK
 OS0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0968_STAMPING: 18-226.95 1993
 OS0968_MARK LOGO: SDDT
 OS0968_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0968+STABILITY: SURFACE MOTION
 OS0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0968+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OS0968
 OS0968  HISTORY     - Date     Condition        Report By
 OS0968  HISTORY     - 1993     MONUMENTED       SDDT
 OS0968  HISTORY     - 19930919 GOOD             NGS
 OS0968
 OS0968                          STATION DESCRIPTION
 OS0968
 OS0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0968'28.2 KM (17.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0968'OF MAIN STREET IN MISSION, 68.4 M (224.4 FT) WEST OF MILEPOST 227,
 OS0968'14.8 M (48.6 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.5
 OS0968'M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 OS0968'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0967 ***********************************************************************
 OS0967  DESIGNATION -  18 227.90
 OS0967  PID         -  OS0967
 OS0967  STATE/COUNTY-  SD/TODD
 OS0967  COUNTRY     -  US
 OS0967  USGS QUAD   -  OKREEK SE (2017)
 OS0967
 OS0967                         *CURRENT SURVEY CONTROL
 OS0967  ______________________________________________________________________
 OS0967* NAD 83(1986) POSITION- 43 21 49.     (N) 100 19 47.     (W)   SCALED
 OS0967* NAVD 88 ORTHO HEIGHT -   688.205 (meters)     2257.89  (feet) ADJUSTED
 OS0967  ______________________________________________________________________
 OS0967  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 OS0967  DYNAMIC HEIGHT  -        687.946 (meters)     2257.04  (feet) COMP
 OS0967  MODELED GRAVITY -    980,222.2   (mgal)                       NAVD 88
 OS0967
 OS0967  VERT ORDER      -  FIRST     CLASS II
 OS0967
 OS0967.The horizontal coordinates were scaled from a map and have
 OS0967.an estimated accuracy of +/- 6 seconds.
 OS0967
 OS0967.The orthometric height was determined by differential leveling and
 OS0967.adjusted by the NATIONAL GEODETIC SURVEY
 OS0967.in June 1994.
 OS0967
 OS0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0967.GEOID18 height accuracy estimate available here.
 OS0967
 OS0967.Click photographs - Photos may exist for this station.
 OS0967
 OS0967.The dynamic height is computed by dividing the NAVD 88
 OS0967.geopotential number by the normal gravity value computed on the
 OS0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0967.degrees latitude (g = 980.6199 gals.).
 OS0967
 OS0967.The modeled gravity was interpolated from observed gravity values.
 OS0967
 OS0967;                    North         East    Units  Estimated Accuracy
 OS0967;SPC SD S     -   114,450.      600,290.      MT  (+/- 180 meters Scaled)
 OS0967
 OS0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP922020(NAD 83)
 OS0967
 OS0967                          SUPERSEDED SURVEY CONTROL
 OS0967
 OS0967.No superseded survey control is available for this station.
 OS0967
 OS0967_MARKER: DB = BENCH MARK DISK
 OS0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0967_STAMPING: 18-227.90 1993
 OS0967_MARK LOGO: SDDT
 OS0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0967+STABILITY: SURFACE MOTION
 OS0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0967+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OS0967
 OS0967  HISTORY     - Date     Condition        Report By
 OS0967  HISTORY     - 1993     MONUMENTED       SDDT
 OS0967  HISTORY     - 19930919 GOOD             NGS
 OS0967
 OS0967                          STATION DESCRIPTION
 OS0967
 OS0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0967'29.7 KM (18.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0967'OF MAIN STREET IN MISSION, 178.0 M (584.0 FT) SOUTHWEST OF MILEPOST
 OS0967'228, 14.9 M (48.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3
 OS0967'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A
 OS0967'WITNESS POST AND THE NORTHEAST END OF A BRACED FENCE POST, AND THE
 OS0967'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0966 ***********************************************************************
 OS0966  DESIGNATION -  18 228.90
 OS0966  PID         -  OS0966
 OS0966  STATE/COUNTY-  SD/TODD
 OS0966  COUNTRY     -  US
 OS0966  USGS QUAD   -  OKREEK SE (2017)
 OS0966
 OS0966                         *CURRENT SURVEY CONTROL
 OS0966  ______________________________________________________________________
 OS0966* NAD 83(1986) POSITION- 43 22 19.     (N) 100 18 46.     (W)   SCALED
 OS0966* NAVD 88 ORTHO HEIGHT -   670.204 (meters)     2198.83  (feet) ADJUSTED
 OS0966  ______________________________________________________________________
 OS0966  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 OS0966  DYNAMIC HEIGHT  -        669.953 (meters)     2198.00  (feet) COMP
 OS0966  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 OS0966
 OS0966  VERT ORDER      -  FIRST     CLASS II
 OS0966
 OS0966.The horizontal coordinates were scaled from a map and have
 OS0966.an estimated accuracy of +/- 6 seconds.
 OS0966
 OS0966.The orthometric height was determined by differential leveling and
 OS0966.adjusted by the NATIONAL GEODETIC SURVEY
 OS0966.in June 1994.
 OS0966
 OS0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0966.GEOID18 height accuracy estimate available here.
 OS0966
 OS0966.Click photographs - Photos may exist for this station.
 OS0966
 OS0966.The dynamic height is computed by dividing the NAVD 88
 OS0966.geopotential number by the normal gravity value computed on the
 OS0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0966.degrees latitude (g = 980.6199 gals.).
 OS0966
 OS0966.The modeled gravity was interpolated from observed gravity values.
 OS0966
 OS0966;                    North         East    Units  Estimated Accuracy
 OS0966;SPC SD S     -   115,380.      601,670.      MT  (+/- 180 meters Scaled)
 OS0966
 OS0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP936029(NAD 83)
 OS0966
 OS0966                          SUPERSEDED SURVEY CONTROL
 OS0966
 OS0966.No superseded survey control is available for this station.
 OS0966
 OS0966_MARKER: DB = BENCH MARK DISK
 OS0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0966_STAMPING: 18-228.90 1993
 OS0966_MARK LOGO: SDDT
 OS0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0966+STABILITY: SURFACE MOTION
 OS0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0966+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OS0966
 OS0966  HISTORY     - Date     Condition        Report By
 OS0966  HISTORY     - 1993     MONUMENTED       SDDT
 OS0966  HISTORY     - 19930919 GOOD             NGS
 OS0966
 OS0966                          STATION DESCRIPTION
 OS0966
 OS0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0966'31.4 KM (19.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0966'OF MAIN STREET IN MISSION, 134.0 M (439.6 FT) SOUTHWEST OF MILEPOST
 OS0966'229, 34.4 M (112.9 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 OS0966'17.4 M (57.1 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 OS0966'0.5 M (1.6 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A
 OS0966'WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 OS0966'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0965 ***********************************************************************
 OS0965  DESIGNATION -  18 229.90
 OS0965  PID         -  OS0965
 OS0965  STATE/COUNTY-  SD/TODD
 OS0965  COUNTRY     -  US
 OS0965  USGS QUAD   -  MOSHER (2017)
 OS0965
 OS0965                         *CURRENT SURVEY CONTROL
 OS0965  ______________________________________________________________________
 OS0965* NAD 83(1986) POSITION- 43 22 31.     (N) 100 17 37.     (W)   SCALED
 OS0965* NAVD 88 ORTHO HEIGHT -   664.657 (meters)     2180.63  (feet) ADJUSTED
 OS0965  ______________________________________________________________________
 OS0965  GEOID HEIGHT    -        -24.447 (meters)                     GEOID18
 OS0965  DYNAMIC HEIGHT  -        664.409 (meters)     2179.82  (feet) COMP
 OS0965  MODELED GRAVITY -    980,227.1   (mgal)                       NAVD 88
 OS0965
 OS0965  VERT ORDER      -  FIRST     CLASS II
 OS0965
 OS0965.The horizontal coordinates were scaled from a map and have
 OS0965.an estimated accuracy of +/- 6 seconds.
 OS0965
 OS0965.The orthometric height was determined by differential leveling and
 OS0965.adjusted by the NATIONAL GEODETIC SURVEY
 OS0965.in June 1994.
 OS0965
 OS0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0965.GEOID18 height accuracy estimate available here.
 OS0965
 OS0965.Click photographs - Photos may exist for this station.
 OS0965
 OS0965.The dynamic height is computed by dividing the NAVD 88
 OS0965.geopotential number by the normal gravity value computed on the
 OS0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0965.degrees latitude (g = 980.6199 gals.).
 OS0965
 OS0965.The modeled gravity was interpolated from observed gravity values.
 OS0965
 OS0965;                    North         East    Units  Estimated Accuracy
 OS0965;SPC SD S     -   115,750.      603,220.      MT  (+/- 180 meters Scaled)
 OS0965
 OS0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP952033(NAD 83)
 OS0965
 OS0965                          SUPERSEDED SURVEY CONTROL
 OS0965
 OS0965.No superseded survey control is available for this station.
 OS0965
 OS0965_MARKER: DB = BENCH MARK DISK
 OS0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0965_STAMPING: 18-229.90 1993
 OS0965_MARK LOGO: SDDT
 OS0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0965+STABILITY: SURFACE MOTION
 OS0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0965+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 OS0965
 OS0965  HISTORY     - Date     Condition        Report By
 OS0965  HISTORY     - 1993     MONUMENTED       SDDT
 OS0965  HISTORY     - 19930923 GOOD             NGS
 OS0965
 OS0965                          STATION DESCRIPTION
 OS0965
 OS0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0965'36.0 KM (22.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0965'COURTHOUSE IN WINNER, 771.0 M (2529.5 FT) WEST OF THE CENTER OF A
 OS0965'BRIDGE SPANNING WHITE HORSE CREEK, 83.0 M (272.3 FT) WEST OF MILEPOST
 OS0965'230, 25.0 M (82.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 16.6 M
 OS0965'(54.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.9 M (42.3 FT) EAST OF A
 OS0965'FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OS0965'(1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 OS0965'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0964 ***********************************************************************
 OS0964  DESIGNATION -  18 230.95
 OS0964  PID         -  OS0964
 OS0964  STATE/COUNTY-  SD/TODD
 OS0964  COUNTRY     -  US
 OS0964  USGS QUAD   -  MOSHER (2017)
 OS0964
 OS0964                         *CURRENT SURVEY CONTROL
 OS0964  ______________________________________________________________________
 OS0964* NAD 83(1986) POSITION- 43 22 30.     (N) 100 16 27.     (W)   SCALED
 OS0964* NAVD 88 ORTHO HEIGHT -   663.849 (meters)     2177.98  (feet) ADJUSTED
 OS0964  ______________________________________________________________________
 OS0964  GEOID HEIGHT    -        -24.482 (meters)                     GEOID18
 OS0964  DYNAMIC HEIGHT  -        663.603 (meters)     2177.17  (feet) COMP
 OS0964  MODELED GRAVITY -    980,228.5   (mgal)                       NAVD 88
 OS0964
 OS0964  VERT ORDER      -  FIRST     CLASS II
 OS0964
 OS0964.The horizontal coordinates were scaled from a map and have
 OS0964.an estimated accuracy of +/- 6 seconds.
 OS0964
 OS0964.The orthometric height was determined by differential leveling and
 OS0964.adjusted by the NATIONAL GEODETIC SURVEY
 OS0964.in June 1994.
 OS0964
 OS0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0964.GEOID18 height accuracy estimate available here.
 OS0964
 OS0964.Click photographs - Photos may exist for this station.
 OS0964
 OS0964.The dynamic height is computed by dividing the NAVD 88
 OS0964.geopotential number by the normal gravity value computed on the
 OS0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0964.degrees latitude (g = 980.6199 gals.).
 OS0964
 OS0964.The modeled gravity was interpolated from observed gravity values.
 OS0964
 OS0964;                    North         East    Units  Estimated Accuracy
 OS0964;SPC SD S     -   115,720.      604,800.      MT  (+/- 180 meters Scaled)
 OS0964
 OS0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP967032(NAD 83)
 OS0964
 OS0964                          SUPERSEDED SURVEY CONTROL
 OS0964
 OS0964.No superseded survey control is available for this station.
 OS0964
 OS0964_MARKER: DB = BENCH MARK DISK
 OS0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0964_STAMPING: 18-230.95 1993
 OS0964_MARK LOGO: SDDT
 OS0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0964+STABILITY: SURFACE MOTION
 OS0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0964+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 OS0964
 OS0964  HISTORY     - Date     Condition        Report By
 OS0964  HISTORY     - 1993     MONUMENTED       SDDT
 OS0964  HISTORY     - 19930923 GOOD             NGS
 OS0964
 OS0964                          STATION DESCRIPTION
 OS0964
 OS0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0964'34.4 KM (21.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0964'COURTHOUSE IN WINNER, 834.0 M (2736.2 FT) EAST OF THE CENTER OF A
 OS0964'BRIDGE SPANNING WHITE HORSE CREEK, 85.0 M (278.9 FT) WEST OF MILEPOST
 OS0964'231, 17.7 M (58.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 OS0964'GATE, 14.4 M (47.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.0 M (32.8
 OS0964'FT) EAST OF THE EAST POST OF A GATE, 0.7 M (2.3 FT) BELOW THE LEVEL
 OS0964'OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) NORTH
 OS0964'OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 OS0964'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0963 ***********************************************************************
 OS0963  DESIGNATION -  18 232.00
 OS0963  PID         -  OS0963
 OS0963  STATE/COUNTY-  SD/TODD
 OS0963  COUNTRY     -  US
 OS0963  USGS QUAD   -  MOSHER (2017)
 OS0963
 OS0963                         *CURRENT SURVEY CONTROL
 OS0963  ______________________________________________________________________
 OS0963* NAD 83(1986) POSITION- 43 22 42.     (N) 100 15 13.     (W)   SCALED
 OS0963* NAVD 88 ORTHO HEIGHT -   667.538 (meters)     2190.08  (feet) ADJUSTED
 OS0963  ______________________________________________________________________
 OS0963  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 OS0963  DYNAMIC HEIGHT  -        667.292 (meters)     2189.27  (feet) COMP
 OS0963  MODELED GRAVITY -    980,230.4   (mgal)                       NAVD 88
 OS0963
 OS0963  VERT ORDER      -  FIRST     CLASS II
 OS0963
 OS0963.The horizontal coordinates were scaled from a map and have
 OS0963.an estimated accuracy of +/- 6 seconds.
 OS0963
 OS0963.The orthometric height was determined by differential leveling and
 OS0963.adjusted by the NATIONAL GEODETIC SURVEY
 OS0963.in June 1994.
 OS0963
 OS0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0963.GEOID18 height accuracy estimate available here.
 OS0963
 OS0963.Click photographs - Photos may exist for this station.
 OS0963
 OS0963.The dynamic height is computed by dividing the NAVD 88
 OS0963.geopotential number by the normal gravity value computed on the
 OS0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0963.degrees latitude (g = 980.6199 gals.).
 OS0963
 OS0963.The modeled gravity was interpolated from observed gravity values.
 OS0963
 OS0963;                    North         East    Units  Estimated Accuracy
 OS0963;SPC SD S     -   116,090.      606,460.      MT  (+/- 180 meters Scaled)
 OS0963
 OS0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP984035(NAD 83)
 OS0963
 OS0963                          SUPERSEDED SURVEY CONTROL
 OS0963
 OS0963.No superseded survey control is available for this station.
 OS0963
 OS0963_MARKER: DB = BENCH MARK DISK
 OS0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0963_STAMPING: 18-232.00 1993
 OS0963_MARK LOGO: SDDT
 OS0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0963+STABILITY: SURFACE MOTION
 OS0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0963+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 OS0963
 OS0963  HISTORY     - Date     Condition        Report By
 OS0963  HISTORY     - 1993     MONUMENTED       SDDT
 OS0963  HISTORY     - 19930923 GOOD             NGS
 OS0963
 OS0963                          STATION DESCRIPTION
 OS0963
 OS0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0963'32.7 KM (20.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0963'COURTHOUSE IN WINNER, 17.0 M (55.8 FT) EAST OF THE CENTER OF A TRACK
 OS0963'ROAD, 14.6 M (47.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.4 M
 OS0963'(30.8 FT) SOUTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 8.4 M (27.6
 OS0963'FT) SOUTHWEST OF MILEPOST 232, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 OS0963'HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A FENCE, 0.3 M (1.0 FT)
 OS0963'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 OS0963'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0962 ***********************************************************************
 OS0962  DESIGNATION -  18 233.05
 OS0962  PID         -  OS0962
 OS0962  STATE/COUNTY-  SD/TODD
 OS0962  COUNTRY     -  US
 OS0962  USGS QUAD   -  CARTER (2017)
 OS0962
 OS0962                         *CURRENT SURVEY CONTROL
 OS0962  ______________________________________________________________________
 OS0962* NAD 83(1986) POSITION- 43 22 59.     (N) 100 14 03.     (W)   SCALED
 OS0962* NAVD 88 ORTHO HEIGHT -   672.692 (meters)     2206.99  (feet) ADJUSTED
 OS0962  ______________________________________________________________________
 OS0962  GEOID HEIGHT    -        -24.583 (meters)                     GEOID18
 OS0962  DYNAMIC HEIGHT  -        672.446 (meters)     2206.18  (feet) COMP
 OS0962  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 OS0962
 OS0962  VERT ORDER      -  FIRST     CLASS II
 OS0962
 OS0962.The horizontal coordinates were scaled from a map and have
 OS0962.an estimated accuracy of +/- 6 seconds.
 OS0962
 OS0962.The orthometric height was determined by differential leveling and
 OS0962.adjusted by the NATIONAL GEODETIC SURVEY
 OS0962.in June 1994.
 OS0962
 OS0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0962.GEOID18 height accuracy estimate available here.
 OS0962
 OS0962.Click photographs - Photos may exist for this station.
 OS0962
 OS0962.The dynamic height is computed by dividing the NAVD 88
 OS0962.geopotential number by the normal gravity value computed on the
 OS0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0962.degrees latitude (g = 980.6199 gals.).
 OS0962
 OS0962.The modeled gravity was interpolated from observed gravity values.
 OS0962
 OS0962;                    North         East    Units  Estimated Accuracy
 OS0962;SPC SD S     -   116,620.      608,040.      MT  (+/- 180 meters Scaled)
 OS0962
 OS0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP000040(NAD 83)
 OS0962
 OS0962                          SUPERSEDED SURVEY CONTROL
 OS0962
 OS0962.No superseded survey control is available for this station.
 OS0962
 OS0962_MARKER: DB = BENCH MARK DISK
 OS0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0962_STAMPING: 18-233.05 1993
 OS0962_MARK LOGO: SDDT
 OS0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0962+STABILITY: SURFACE MOTION
 OS0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0962+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 OS0962
 OS0962  HISTORY     - Date     Condition        Report By
 OS0962  HISTORY     - 1993     MONUMENTED       SDDT
 OS0962  HISTORY     - 19930923 GOOD             NGS
 OS0962
 OS0962                          STATION DESCRIPTION
 OS0962
 OS0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0962'31.0 KM (19.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0962'COURTHOUSE IN WINNER, 115.0 M (377.3 FT) EAST OF MILEPOST 233, 14.6 M
 OS0962'(47.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT) EAST OF
 OS0962'THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT) BELOW THE
 OS0962'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND A
 OS0962'T-FENCE CORNER, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE
 OS0962'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0961 ***********************************************************************
 OS0961  DESIGNATION -  18 234.15
 OS0961  PID         -  OS0961
 OS0961  STATE/COUNTY-  SD/TODD
 OS0961  COUNTRY     -  US
 OS0961  USGS QUAD   -  CARTER (2017)
 OS0961
 OS0961                         *CURRENT SURVEY CONTROL
 OS0961  ______________________________________________________________________
 OS0961* NAD 83(1986) POSITION- 43 23 11.     (N) 100 12 51.     (W)   SCALED
 OS0961* NAVD 88 ORTHO HEIGHT -   654.346 (meters)     2146.80  (feet) ADJUSTED
 OS0961  ______________________________________________________________________
 OS0961  GEOID HEIGHT    -        -24.636 (meters)                     GEOID18
 OS0961  DYNAMIC HEIGHT  -        654.107 (meters)     2146.02  (feet) COMP
 OS0961  MODELED GRAVITY -    980,233.7   (mgal)                       NAVD 88
 OS0961
 OS0961  VERT ORDER      -  FIRST     CLASS II
 OS0961
 OS0961.The horizontal coordinates were scaled from a map and have
 OS0961.an estimated accuracy of +/- 6 seconds.
 OS0961
 OS0961.The orthometric height was determined by differential leveling and
 OS0961.adjusted by the NATIONAL GEODETIC SURVEY
 OS0961.in June 1994.
 OS0961
 OS0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0961.GEOID18 height accuracy estimate available here.
 OS0961
 OS0961.Click photographs - Photos may exist for this station.
 OS0961
 OS0961.The dynamic height is computed by dividing the NAVD 88
 OS0961.geopotential number by the normal gravity value computed on the
 OS0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0961.degrees latitude (g = 980.6199 gals.).
 OS0961
 OS0961.The modeled gravity was interpolated from observed gravity values.
 OS0961
 OS0961;                    North         East    Units  Estimated Accuracy
 OS0961;SPC SD S     -   116,990.      609,660.      MT  (+/- 180 meters Scaled)
 OS0961
 OS0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP016044(NAD 83)
 OS0961
 OS0961                          SUPERSEDED SURVEY CONTROL
 OS0961
 OS0961.No superseded survey control is available for this station.
 OS0961
 OS0961_MARKER: Z = SEE DESCRIPTION
 OS0961_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS0961_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS0961_STAMPING: 18-234.15 1993
 OS0961_MARK LOGO: NGS
 OS0961_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0961_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0961+STABILITY: POSITION/ELEVATION WELL
 OS0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0961+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 OS0961_ROD/PIPE-DEPTH: 6.4 meters
 OS0961_SLEEVE-DEPTH  : 3.0 meters
 OS0961
 OS0961  HISTORY     - Date     Condition        Report By
 OS0961  HISTORY     - 1993     MONUMENTED       SDDT
 OS0961  HISTORY     - 19930923 GOOD             NGS
 OS0961
 OS0961                          STATION DESCRIPTION
 OS0961
 OS0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0961'29.3 KM (18.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0961'COURTHOUSE IN WINNER, 164.0 M (538.1 FT) EAST OF MILEPOST 234, 14.8 M
 OS0961'(48.6 FT) WEST OF A FIELD ENTRANCE AND GATE, 14.0 M (45.9 FT) NORTH
 OS0961'OF THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) NORTHWEST OF A SIGN (TODD
 OS0961'COUNTY LINE) , 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH
 OS0961'OF A WITNESS POST, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.4 M
 OS0961'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A
 OS0961'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OS0961'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OS0961'DATUM POINT IS THROUGH A 4-INCH PVC CAP AND THEN THROUGH A 4-INCH PVC
 OS0961'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0960 ***********************************************************************
 OS0960  DESIGNATION -  18 235.05
 OS0960  PID         -  OS0960
 OS0960  STATE/COUNTY-  SD/TRIPP
 OS0960  COUNTRY     -  US
 OS0960  USGS QUAD   -  CARTER (2017)
 OS0960
 OS0960                         *CURRENT SURVEY CONTROL
 OS0960  ______________________________________________________________________
 OS0960* NAD 83(1986) POSITION- 43 23 12.     (N) 100 11 43.     (W)   SCALED
 OS0960* NAVD 88 ORTHO HEIGHT -   666.080 (meters)     2185.30  (feet) ADJUSTED
 OS0960  ______________________________________________________________________
 OS0960  GEOID HEIGHT    -        -24.674 (meters)                     GEOID18
 OS0960  DYNAMIC HEIGHT  -        665.837 (meters)     2184.50  (feet) COMP
 OS0960  MODELED GRAVITY -    980,234.6   (mgal)                       NAVD 88
 OS0960
 OS0960  VERT ORDER      -  FIRST     CLASS II
 OS0960
 OS0960.The horizontal coordinates were scaled from a map and have
 OS0960.an estimated accuracy of +/- 6 seconds.
 OS0960
 OS0960.The orthometric height was determined by differential leveling and
 OS0960.adjusted by the NATIONAL GEODETIC SURVEY
 OS0960.in June 1994.
 OS0960
 OS0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0960.GEOID18 height accuracy estimate available here.
 OS0960
 OS0960.Click photographs - Photos may exist for this station.
 OS0960
 OS0960.The dynamic height is computed by dividing the NAVD 88
 OS0960.geopotential number by the normal gravity value computed on the
 OS0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0960.degrees latitude (g = 980.6199 gals.).
 OS0960
 OS0960.The modeled gravity was interpolated from observed gravity values.
 OS0960
 OS0960;                    North         East    Units  Estimated Accuracy
 OS0960;SPC SD S     -   117,030.      611,190.      MT  (+/- 180 meters Scaled)
 OS0960
 OS0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP031044(NAD 83)
 OS0960
 OS0960                          SUPERSEDED SURVEY CONTROL
 OS0960
 OS0960.No superseded survey control is available for this station.
 OS0960
 OS0960_MARKER: DB = BENCH MARK DISK
 OS0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0960_STAMPING: 18-235.05 1993
 OS0960_MARK LOGO: SDDT
 OS0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0960+STABILITY: SURFACE MOTION
 OS0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0960+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0960
 OS0960  HISTORY     - Date     Condition        Report By
 OS0960  HISTORY     - 1993     MONUMENTED       SDDT
 OS0960  HISTORY     - 19930923 GOOD             NGS
 OS0960  HISTORY     - 20121129 GOOD             INDIV
 OS0960
 OS0960                          STATION DESCRIPTION
 OS0960
 OS0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0960'27.8 KM (17.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0960'COURTHOUSE IN WINNER, 109.0 M (357.6 FT) NORTHEAST OF MILEPOST 235,
 OS0960'23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT)
 OS0960'EAST OF A T-FENCE CORNER, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE
 OS0960'HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7
 OS0960'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 OS0960'(0.3 FT) BELOW THE GROUND SURFACE.
 OS0960
 OS0960                          STATION RECOVERY (2012)
 OS0960
 OS0960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0959 ***********************************************************************
 OS0959  DESIGNATION -  18 236.10
 OS0959  PID         -  OS0959
 OS0959  STATE/COUNTY-  SD/TRIPP
 OS0959  COUNTRY     -  US
 OS0959  USGS QUAD   -  CARTER (2017)
 OS0959
 OS0959                         *CURRENT SURVEY CONTROL
 OS0959  ______________________________________________________________________
 OS0959* NAD 83(1986) POSITION- 43 23 12.     (N) 100 10 35.     (W)   SCALED
 OS0959* NAVD 88 ORTHO HEIGHT -   671.797 (meters)     2204.05  (feet) ADJUSTED
 OS0959  ______________________________________________________________________
 OS0959  GEOID HEIGHT    -        -24.712 (meters)                     GEOID18
 OS0959  DYNAMIC HEIGHT  -        671.553 (meters)     2203.25  (feet) COMP
 OS0959  MODELED GRAVITY -    980,235.3   (mgal)                       NAVD 88
 OS0959
 OS0959  VERT ORDER      -  FIRST     CLASS II
 OS0959
 OS0959.The horizontal coordinates were scaled from a map and have
 OS0959.an estimated accuracy of +/- 6 seconds.
 OS0959
 OS0959.The orthometric height was determined by differential leveling and
 OS0959.adjusted by the NATIONAL GEODETIC SURVEY
 OS0959.in June 1994.
 OS0959
 OS0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0959.GEOID18 height accuracy estimate available here.
 OS0959
 OS0959.Click photographs - Photos may exist for this station.
 OS0959
 OS0959.The dynamic height is computed by dividing the NAVD 88
 OS0959.geopotential number by the normal gravity value computed on the
 OS0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0959.degrees latitude (g = 980.6199 gals.).
 OS0959
 OS0959.The modeled gravity was interpolated from observed gravity values.
 OS0959
 OS0959;                    North         East    Units  Estimated Accuracy
 OS0959;SPC SD S     -   117,030.      612,720.      MT  (+/- 180 meters Scaled)
 OS0959
 OS0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP047044(NAD 83)
 OS0959
 OS0959                          SUPERSEDED SURVEY CONTROL
 OS0959
 OS0959.No superseded survey control is available for this station.
 OS0959
 OS0959_MARKER: DB = BENCH MARK DISK
 OS0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0959_STAMPING: 18-236.10 1993
 OS0959_MARK LOGO: SDDT
 OS0959_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0959+STABILITY: SURFACE MOTION
 OS0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0959+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0959
 OS0959  HISTORY     - Date     Condition        Report By
 OS0959  HISTORY     - 1993     MONUMENTED       SDDT
 OS0959  HISTORY     - 19930923 GOOD             NGS
 OS0959  HISTORY     - 20121129 GOOD             INDIV
 OS0959
 OS0959                          STATION DESCRIPTION
 OS0959
 OS0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0959'26.1 KM (16.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0959'COURTHOUSE IN WINNER, 111.0 M (364.2 FT) NORTHEAST OF MILEPOST 236,
 OS0959'22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT)
 OS0959'EAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0
 OS0959'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 OS0959'POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 OS0959'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 OS0959
 OS0959                          STATION RECOVERY (2012)
 OS0959
 OS0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0958 ***********************************************************************
 OS0958  CBN         -  This is a Cooperative Base Network Control Station.
 OS0958  DESIGNATION -  18 236.55
 OS0958  PID         -  OS0958
 OS0958  STATE/COUNTY-  SD/TRIPP
 OS0958  COUNTRY     -  US
 OS0958  USGS QUAD   -  CARTER (2017)
 OS0958
 OS0958                         *CURRENT SURVEY CONTROL
 OS0958  ______________________________________________________________________
 OS0958* NAD 83(2011) POSITION- 43 23 11.97612(N) 100 09 59.29780(W)   ADJUSTED
 OS0958* NAD 83(2011) ELLIP HT-   654.350 (meters)        (06/27/12)   ADJUSTED
 OS0958* NAD 83(2011) EPOCH   -  2010.00
 OS0958* NAVD 88 ORTHO HEIGHT -   679.077 (meters)     2227.94  (feet) ADJUSTED
 OS0958  ______________________________________________________________________
 OS0958  GEOID HEIGHT    -        -24.732 (meters)                     GEOID18
 OS0958  NAD 83(2011) X  -   -819,534.976 (meters)                     COMP
 OS0958  NAD 83(2011) Y  - -4,570,126.891 (meters)                     COMP
 OS0958  NAD 83(2011) Z  -  4,359,268.604 (meters)                     COMP
 OS0958  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 OS0958  DYNAMIC HEIGHT  -        678.831 (meters)     2227.13  (feet) COMP
 OS0958  MODELED GRAVITY -    980,235.7   (mgal)                       NAVD 88
 OS0958
 OS0958  VERT ORDER      -  FIRST     CLASS II
 OS0958
 OS0958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0958  Standards:
 OS0958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0958  -------------------------------------------------------------------
 OS0958  NETWORK    0.89   2.63           0.42   0.28   1.34     -0.06607563
 OS0958  -------------------------------------------------------------------
 OS0958  Click here for local accuracies and other accuracy information.
 OS0958
 OS0958.The horizontal coordinates were established by GPS observations
 OS0958.and adjusted by the National Geodetic Survey in June 2012.
 OS0958
 OS0958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0958.been affixed to the stable North American tectonic plate. See 
 OS0958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0958
 OS0958.The horizontal coordinates are valid at the epoch date displayed above
 OS0958.which is a decimal equivalence of Year/Month/Day.
 OS0958
 OS0958.The orthometric height was determined by differential leveling and
 OS0958.adjusted by the NATIONAL GEODETIC SURVEY
 OS0958.in June 1994.
 OS0958
 OS0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0958.GEOID18 height accuracy estimate available here.
 OS0958
 OS0958.Click photographs - Photos may exist for this station.
 OS0958
 OS0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0958
 OS0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0958
 OS0958.The ellipsoidal height was determined by GPS observations
 OS0958.and is referenced to NAD 83.
 OS0958
 OS0958.The dynamic height is computed by dividing the NAVD 88
 OS0958.geopotential number by the normal gravity value computed on the
 OS0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0958.degrees latitude (g = 980.6199 gals.).
 OS0958
 OS0958.The modeled gravity was interpolated from observed gravity values.
 OS0958
 OS0958. The following values were computed from the NAD 83(2011) position.
 OS0958
 OS0958;                    North         East     Units Scale Factor Converg.
 OS0958;SPC SD S     -   117,028.551   613,519.281   MT  0.99991501   +0 06 54.4
 OS0958;SPC SD S     -   383,951.17  2,012,854.51   sFT  0.99991501   +0 06 54.4
 OS0958;UTM  14      - 4,804,414.876   405,520.794   MT  0.99970980   -0 48 04.8
 OS0958
 OS0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0958!SPC SD S     -   0.99989740  x   0.99991501  =   0.99981242
 OS0958!UTM  14      -   0.99989740  x   0.99970980  =   0.99960723
 OS0958
 OS0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP0552004414(NAD 83)
 OS0958
 OS0958                          SUPERSEDED SURVEY CONTROL
 OS0958
 OS0958  NAD 83(2007)-  43 23 11.97615(N)    100 09 59.29900(W) AD(2002.00) 0
 OS0958  ELLIP H (02/10/07)  654.387  (m)                       GP(2002.00)    
 OS0958  ELLIP H (04/15/04)  654.374  (m)                       GP(       ) 2 1
 OS0958  NAD 83(1996)-  43 23 11.97558(N)    100 09 59.29890(W) AD(       ) B
 OS0958  ELLIP H (04/18/97)  654.421  (m)                       GP(       ) 4 1
 OS0958  NAVD 88             679.08   (m)         2227.9    (f) LEVELING    3  
 OS0958
 OS0958.Superseded values are not recommended for survey control.
 OS0958
 OS0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0958.See file dsdata.pdf to determine how the superseded data were derived.
 OS0958
 OS0958_MARKER: Z = SEE DESCRIPTION
 OS0958_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0958_STAMPING: 18-236.55 1993
 OS0958_MARK LOGO: NGS
 OS0958_PROJECTION: RECESSED 10 CENTIMETERS
 OS0958_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0958+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0958_ROD/PIPE-DEPTH: 6.4 meters
 OS0958_SLEEVE-DEPTH  : 1.8 meters
 OS0958
 OS0958  HISTORY     - Date     Condition        Report By
 OS0958  HISTORY     - 1993     MONUMENTED       SDDT
 OS0958  HISTORY     - 19930923 GOOD             NGS
 OS0958  HISTORY     - 19960731 GOOD             NGS
 OS0958  HISTORY     - 20121129 GOOD             INDIV
 OS0958
 OS0958                          STATION DESCRIPTION
 OS0958
 OS0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0958'25.4 KM (15.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0958'COURTHOUSE IN WINNER, 0.9 KM (0.55 MI) EAST OF MILEPOST 236, 30.4 M
 OS0958'(99.7 FT) WEST OF THE CENTER OF A DIRT ROAD, 22.1 M (72.5 FT) NORTH
 OS0958'OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.5 M
 OS0958'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 OS0958'WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE
 OS0958'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 OS0958'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE
 OS0958'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OS0958'THEN THROUGH A 4-INCH PVC CAP.
 OS0958
 OS0958                          STATION RECOVERY (1996)
 OS0958
 OS0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0958'THE STATION IS LOCATED ABOUT 23.3 KM (14.45 MI) WEST OF WINNER AND
 OS0958'11.4 KM (7.10 MI) WEST OF THE JUNCTION OF U.S. HIGHWAYS 18 AND 183, ON
 OS0958'U.S. HIGHWAY 18.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OS0958'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 183 AND STATE
 OS0958'HIGHWAYS 44 AND 53 NORTH, 11.9 KM (7.40 MI) WEST OF WINNER, GO WEST ON
 OS0958'U.S. HIGHWAY 18 FOR 11.4 KM (7.10 MI) TO THE STATION ON THE RIGHT.
 OS0958'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 OS0958'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 OS0958'PIPE.  LOCATED 0.9 KM (0.55 MI) EAST OF MILEPOST 236, 30.4 M (99.7 FT)
 OS0958'WEST OF THE CENTER OF A DIRT ROAD, 22.1 M (72.5 FT) NORTH OF THE
 OS0958'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6
 OS0958'M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 OS0958'0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, AND 0.1 M (0.3 FT) BELOW
 OS0958'THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0958'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP. THE ORIGINAL DESCRIPTION
 OS0958'STATED THAT THE MARK WAS A DISK SET IN A CONCRETE MONUMENT, BUT IS AS
 OS0958'ABOVE.
 OS0958
 OS0958                          STATION RECOVERY (2012)
 OS0958
 OS0958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0957 ***********************************************************************
 OS0957  DESIGNATION -  18 237.10
 OS0957  PID         -  OS0957
 OS0957  STATE/COUNTY-  SD/TRIPP
 OS0957  COUNTRY     -  US
 OS0957  USGS QUAD   -  CARTER (2017)
 OS0957
 OS0957                         *CURRENT SURVEY CONTROL
 OS0957  ______________________________________________________________________
 OS0957* NAD 83(1986) POSITION- 43 23 12.     (N) 100 09 21.     (W)   SCALED
 OS0957* NAVD 88 ORTHO HEIGHT -   667.675 (meters)     2190.53  (feet) ADJUSTED
 OS0957  ______________________________________________________________________
 OS0957  GEOID HEIGHT    -        -24.756 (meters)                     GEOID18
 OS0957  DYNAMIC HEIGHT  -        667.433 (meters)     2189.74  (feet) COMP
 OS0957  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 OS0957
 OS0957  VERT ORDER      -  FIRST     CLASS II
 OS0957
 OS0957.The horizontal coordinates were scaled from a map and have
 OS0957.an estimated accuracy of +/- 6 seconds.
 OS0957
 OS0957.The orthometric height was determined by differential leveling and
 OS0957.adjusted by the NATIONAL GEODETIC SURVEY
 OS0957.in June 1994.
 OS0957
 OS0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0957.GEOID18 height accuracy estimate available here.
 OS0957
 OS0957.Click photographs - Photos may exist for this station.
 OS0957
 OS0957.The dynamic height is computed by dividing the NAVD 88
 OS0957.geopotential number by the normal gravity value computed on the
 OS0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0957.degrees latitude (g = 980.6199 gals.).
 OS0957
 OS0957.The modeled gravity was interpolated from observed gravity values.
 OS0957
 OS0957;                    North         East    Units  Estimated Accuracy
 OS0957;SPC SD S     -   117,030.      614,380.      MT  (+/- 180 meters Scaled)
 OS0957
 OS0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP063044(NAD 83)
 OS0957
 OS0957                          SUPERSEDED SURVEY CONTROL
 OS0957
 OS0957.No superseded survey control is available for this station.
 OS0957
 OS0957_MARKER: DB = BENCH MARK DISK
 OS0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0957_STAMPING: 18-237.10 1993
 OS0957_MARK LOGO: SDDT
 OS0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0957+STABILITY: SURFACE MOTION
 OS0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0957+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0957
 OS0957  HISTORY     - Date     Condition        Report By
 OS0957  HISTORY     - 1993     MONUMENTED       SDDT
 OS0957  HISTORY     - 19930927 GOOD             NGS
 OS0957  HISTORY     - 20121129 GOOD             INDIV
 OS0957
 OS0957                          STATION DESCRIPTION
 OS0957
 OS0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0957'24.5 KM (15.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0957'COURTHOUSE IN WINNER, 135.0 M (442.9 FT) NORTHEAST OF MILEPOST 237,
 OS0957'28.0 M (91.9 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 OS0957'22.7 M (74.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.9 M (52.2
 OS0957'FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 2.0 M (6.6 FT) BELOW
 OS0957'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OS0957'FENCE, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 OS0957'IS RECESSED 0.10 M (0.33 FT) BELOW THE GROUND SURFACE.
 OS0957
 OS0957                          STATION RECOVERY (2012)
 OS0957
 OS0957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0956 ***********************************************************************
 OS0956  DESIGNATION -  18 238.05
 OS0956  PID         -  OS0956
 OS0956  STATE/COUNTY-  SD/TRIPP
 OS0956  COUNTRY     -  US
 OS0956  USGS QUAD   -  CARTER (2017)
 OS0956
 OS0956                         *CURRENT SURVEY CONTROL
 OS0956  ______________________________________________________________________
 OS0956* NAD 83(1986) POSITION- 43 23 12.     (N) 100 08 08.     (W)   SCALED
 OS0956* NAVD 88 ORTHO HEIGHT -   657.400 (meters)     2156.82  (feet) ADJUSTED
 OS0956  ______________________________________________________________________
 OS0956  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 OS0956  DYNAMIC HEIGHT  -        657.161 (meters)     2156.04  (feet) COMP
 OS0956  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 OS0956
 OS0956  VERT ORDER      -  FIRST     CLASS II
 OS0956
 OS0956.The horizontal coordinates were scaled from a map and have
 OS0956.an estimated accuracy of +/- 6 seconds.
 OS0956
 OS0956.The orthometric height was determined by differential leveling and
 OS0956.adjusted by the NATIONAL GEODETIC SURVEY
 OS0956.in June 1994.
 OS0956
 OS0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0956.GEOID18 height accuracy estimate available here.
 OS0956
 OS0956.Click photographs - Photos may exist for this station.
 OS0956
 OS0956.The dynamic height is computed by dividing the NAVD 88
 OS0956.geopotential number by the normal gravity value computed on the
 OS0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0956.degrees latitude (g = 980.6199 gals.).
 OS0956
 OS0956.The modeled gravity was interpolated from observed gravity values.
 OS0956
 OS0956;                    North         East    Units  Estimated Accuracy
 OS0956;SPC SD S     -   117,040.      616,020.      MT  (+/- 180 meters Scaled)
 OS0956
 OS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP080043(NAD 83)
 OS0956
 OS0956                          SUPERSEDED SURVEY CONTROL
 OS0956
 OS0956.No superseded survey control is available for this station.
 OS0956
 OS0956_MARKER: DB = BENCH MARK DISK
 OS0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0956_STAMPING: 18-238.05 1993
 OS0956_MARK LOGO: SDDT
 OS0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0956+STABILITY: SURFACE MOTION
 OS0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0956+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0956
 OS0956  HISTORY     - Date     Condition        Report By
 OS0956  HISTORY     - 1993     MONUMENTED       SDDT
 OS0956  HISTORY     - 19930927 GOOD             NGS
 OS0956  HISTORY     - 20121129 GOOD             INDIV
 OS0956
 OS0956                          STATION DESCRIPTION
 OS0956
 OS0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0956'22.9 KM (14.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0956'COURTHOUSE IN WINNER, 113.0 M (370.7 FT) NORTHEAST OF MILEPOST 238,
 OS0956'22.8 M (74.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.5 M (34.4
 OS0956'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.9 M (6.2 FT)
 OS0956'WEST OF AN UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT) BELOW THE
 OS0956'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND
 OS0956'FENCE, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 OS0956'IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 OS0956
 OS0956                          STATION RECOVERY (2012)
 OS0956
 OS0956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0955 ***********************************************************************
 OS0955  DESIGNATION -  18 239.05
 OS0955  PID         -  OS0955
 OS0955  STATE/COUNTY-  SD/TRIPP
 OS0955  COUNTRY     -  US
 OS0955  USGS QUAD   -  WITTEN (2017)
 OS0955
 OS0955                         *CURRENT SURVEY CONTROL
 OS0955  ______________________________________________________________________
 OS0955* NAD 83(1986) POSITION- 43 23 12.     (N) 100 07 01.     (W)   SCALED
 OS0955* NAVD 88 ORTHO HEIGHT -   653.091 (meters)     2142.68  (feet) ADJUSTED
 OS0955  ______________________________________________________________________
 OS0955  GEOID HEIGHT    -        -24.847 (meters)                     GEOID18
 OS0955  DYNAMIC HEIGHT  -        652.855 (meters)     2141.91  (feet) COMP
 OS0955  MODELED GRAVITY -    980,237.7   (mgal)                       NAVD 88
 OS0955
 OS0955  VERT ORDER      -  FIRST     CLASS II
 OS0955
 OS0955.The horizontal coordinates were scaled from a map and have
 OS0955.an estimated accuracy of +/- 6 seconds.
 OS0955
 OS0955.The orthometric height was determined by differential leveling and
 OS0955.adjusted by the NATIONAL GEODETIC SURVEY
 OS0955.in June 1994.
 OS0955
 OS0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0955.GEOID18 height accuracy estimate available here.
 OS0955
 OS0955.Click photographs - Photos may exist for this station.
 OS0955
 OS0955.The dynamic height is computed by dividing the NAVD 88
 OS0955.geopotential number by the normal gravity value computed on the
 OS0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0955.degrees latitude (g = 980.6199 gals.).
 OS0955
 OS0955.The modeled gravity was interpolated from observed gravity values.
 OS0955
 OS0955;                    North         East    Units  Estimated Accuracy
 OS0955;SPC SD S     -   117,040.      617,530.      MT  (+/- 180 meters Scaled)
 OS0955
 OS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP095043(NAD 83)
 OS0955
 OS0955                          SUPERSEDED SURVEY CONTROL
 OS0955
 OS0955.No superseded survey control is available for this station.
 OS0955
 OS0955_MARKER: DB = BENCH MARK DISK
 OS0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0955_STAMPING: 18-239.05 1993
 OS0955_MARK LOGO: SDDT
 OS0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0955+STABILITY: SURFACE MOTION
 OS0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0955+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0955
 OS0955  HISTORY     - Date     Condition        Report By
 OS0955  HISTORY     - 1993     MONUMENTED       SDDT
 OS0955  HISTORY     - 19930927 GOOD             NGS
 OS0955  HISTORY     - 20121129 GOOD             INDIV
 OS0955
 OS0955                          STATION DESCRIPTION
 OS0955
 OS0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0955'21.4 KM (13.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0955'COURTHOUSE IN WINNER, 86.0 M (282.2 FT) NORTHEAST OF MILEPOST 239,
 OS0955'22.8 M (74.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0
 OS0955'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OS0955'POST AND FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW
 OS0955'THE GROUND SURFACE.
 OS0955
 OS0955                          STATION RECOVERY (2012)
 OS0955
 OS0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0954 ***********************************************************************
 OS0954  DESIGNATION -  18 240.05
 OS0954  PID         -  OS0954
 OS0954  STATE/COUNTY-  SD/TRIPP
 OS0954  COUNTRY     -  US
 OS0954  USGS QUAD   -  WITTEN (2017)
 OS0954
 OS0954                         *CURRENT SURVEY CONTROL
 OS0954  ______________________________________________________________________
 OS0954* NAD 83(1986) POSITION- 43 23 12.     (N) 100 05 50.     (W)   SCALED
 OS0954* NAVD 88 ORTHO HEIGHT -   631.492 (meters)     2071.82  (feet) ADJUSTED
 OS0954  ______________________________________________________________________
 OS0954  GEOID HEIGHT    -        -24.891 (meters)                     GEOID18
 OS0954  DYNAMIC HEIGHT  -        631.264 (meters)     2071.07  (feet) COMP
 OS0954  MODELED GRAVITY -    980,238.6   (mgal)                       NAVD 88
 OS0954
 OS0954  VERT ORDER      -  FIRST     CLASS II
 OS0954
 OS0954.The horizontal coordinates were scaled from a map and have
 OS0954.an estimated accuracy of +/- 6 seconds.
 OS0954
 OS0954.The orthometric height was determined by differential leveling and
 OS0954.adjusted by the NATIONAL GEODETIC SURVEY
 OS0954.in June 1994.
 OS0954
 OS0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0954.GEOID18 height accuracy estimate available here.
 OS0954
 OS0954.Click photographs - Photos may exist for this station.
 OS0954
 OS0954.The dynamic height is computed by dividing the NAVD 88
 OS0954.geopotential number by the normal gravity value computed on the
 OS0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0954.degrees latitude (g = 980.6199 gals.).
 OS0954
 OS0954.The modeled gravity was interpolated from observed gravity values.
 OS0954
 OS0954;                    North         East    Units  Estimated Accuracy
 OS0954;SPC SD S     -   117,040.      619,130.      MT  (+/- 180 meters Scaled)
 OS0954
 OS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP111043(NAD 83)
 OS0954
 OS0954                          SUPERSEDED SURVEY CONTROL
 OS0954
 OS0954.No superseded survey control is available for this station.
 OS0954
 OS0954_MARKER: DB = BENCH MARK DISK
 OS0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0954_STAMPING: 18-240.05 1993
 OS0954_MARK LOGO: SDDT
 OS0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0954+STABILITY: SURFACE MOTION
 OS0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0954+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0954
 OS0954  HISTORY     - Date     Condition        Report By
 OS0954  HISTORY     - 1993     MONUMENTED       SDDT
 OS0954  HISTORY     - 19930927 GOOD             NGS
 OS0954  HISTORY     - 20121129 GOOD             INDIV
 OS0954
 OS0954                          STATION DESCRIPTION
 OS0954
 OS0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0954'19.8 KM (12.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0954'COURTHOUSE IN WINNER, 58.0 M (190.3 FT) NORTHEAST OF MILEPOST 240,
 OS0954'23.0 M (75.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1
 OS0954'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A T-FENCE
 OS0954'CORNER, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 OS0954'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 OS0954
 OS0954                          STATION RECOVERY (2012)
 OS0954
 OS0954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0953 ***********************************************************************
 OS0953  DESIGNATION -  18 241.05
 OS0953  PID         -  OS0953
 OS0953  STATE/COUNTY-  SD/TRIPP
 OS0953  COUNTRY     -  US
 OS0953  USGS QUAD   -  WITTEN (2017)
 OS0953
 OS0953                         *CURRENT SURVEY CONTROL
 OS0953  ______________________________________________________________________
 OS0953* NAD 83(1986) POSITION- 43 23 13.     (N) 100 04 38.     (W)   SCALED
 OS0953* NAVD 88 ORTHO HEIGHT -   640.054 (meters)     2099.91  (feet) ADJUSTED
 OS0953  ______________________________________________________________________
 OS0953  GEOID HEIGHT    -        -24.934 (meters)                     GEOID18
 OS0953  DYNAMIC HEIGHT  -        639.824 (meters)     2099.16  (feet) COMP
 OS0953  MODELED GRAVITY -    980,239.6   (mgal)                       NAVD 88
 OS0953
 OS0953  VERT ORDER      -  FIRST     CLASS II
 OS0953
 OS0953.The horizontal coordinates were scaled from a map and have
 OS0953.an estimated accuracy of +/- 6 seconds.
 OS0953
 OS0953.The orthometric height was determined by differential leveling and
 OS0953.adjusted by the NATIONAL GEODETIC SURVEY
 OS0953.in June 1994.
 OS0953
 OS0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0953.GEOID18 height accuracy estimate available here.
 OS0953
 OS0953.Click photographs - Photos may exist for this station.
 OS0953
 OS0953.The dynamic height is computed by dividing the NAVD 88
 OS0953.geopotential number by the normal gravity value computed on the
 OS0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0953.degrees latitude (g = 980.6199 gals.).
 OS0953
 OS0953.The modeled gravity was interpolated from observed gravity values.
 OS0953
 OS0953;                    North         East    Units  Estimated Accuracy
 OS0953;SPC SD S     -   117,080.      620,750.      MT  (+/- 180 meters Scaled)
 OS0953
 OS0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP127043(NAD 83)
 OS0953
 OS0953                          SUPERSEDED SURVEY CONTROL
 OS0953
 OS0953.No superseded survey control is available for this station.
 OS0953
 OS0953_MARKER: DB = BENCH MARK DISK
 OS0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0953_STAMPING: 18-241.05 1993
 OS0953_MARK LOGO: SDDT
 OS0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0953+STABILITY: SURFACE MOTION
 OS0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0953+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0953
 OS0953  HISTORY     - Date     Condition        Report By
 OS0953  HISTORY     - 1993     MONUMENTED       SDDT
 OS0953  HISTORY     - 19930927 GOOD             NGS
 OS0953  HISTORY     - 20121129 GOOD             INDIV
 OS0953
 OS0953                          STATION DESCRIPTION
 OS0953
 OS0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0953'18.2 KM (11.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0953'COURTHOUSE IN WINNER, 56.0 M (183.7 FT) NORTHEAST OF MILEPOST 241,
 OS0953'23.2 M (76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT)
 OS0953'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OS0953'POST AND A T-FENCE CORNER, 0.15 M (0.49 FT) SOUTHEAST OF A WITNESS
 OS0953'POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OS0953'SURFACE.
 OS0953
 OS0953                          STATION RECOVERY (2012)
 OS0953
 OS0953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0952 ***********************************************************************
 OS0952  DESIGNATION -  18 242.05
 OS0952  PID         -  OS0952
 OS0952  STATE/COUNTY-  SD/TRIPP
 OS0952  COUNTRY     -  US
 OS0952  USGS QUAD   -  WITTEN (2017)
 OS0952
 OS0952                         *CURRENT SURVEY CONTROL
 OS0952  ______________________________________________________________________
 OS0952* NAD 83(1986) POSITION- 43 23 12.     (N) 100 03 26.     (W)   SCALED
 OS0952* NAVD 88 ORTHO HEIGHT -   628.632 (meters)     2062.44  (feet) ADJUSTED
 OS0952  ______________________________________________________________________
 OS0952  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 OS0952  DYNAMIC HEIGHT  -        628.406 (meters)     2061.70  (feet) COMP
 OS0952  MODELED GRAVITY -    980,240.4   (mgal)                       NAVD 88
 OS0952
 OS0952  VERT ORDER      -  FIRST     CLASS II
 OS0952
 OS0952.The horizontal coordinates were scaled from a map and have
 OS0952.an estimated accuracy of +/- 6 seconds.
 OS0952
 OS0952.The orthometric height was determined by differential leveling and
 OS0952.adjusted by the NATIONAL GEODETIC SURVEY
 OS0952.in June 1994.
 OS0952
 OS0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0952.GEOID18 height accuracy estimate available here.
 OS0952
 OS0952.Click photographs - Photos may exist for this station.
 OS0952
 OS0952.The dynamic height is computed by dividing the NAVD 88
 OS0952.geopotential number by the normal gravity value computed on the
 OS0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0952.degrees latitude (g = 980.6199 gals.).
 OS0952
 OS0952.The modeled gravity was interpolated from observed gravity values.
 OS0952
 OS0952;                    North         East    Units  Estimated Accuracy
 OS0952;SPC SD S     -   117,050.      622,370.      MT  (+/- 180 meters Scaled)
 OS0952
 OS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP143042(NAD 83)
 OS0952
 OS0952                          SUPERSEDED SURVEY CONTROL
 OS0952
 OS0952.No superseded survey control is available for this station.
 OS0952
 OS0952_MARKER: DB = BENCH MARK DISK
 OS0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0952_STAMPING: 18-242.05 1993
 OS0952_MARK LOGO: SDDT
 OS0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0952+STABILITY: SURFACE MOTION
 OS0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0952+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0952
 OS0952  HISTORY     - Date     Condition        Report By
 OS0952  HISTORY     - 1993     MONUMENTED       SDDT
 OS0952  HISTORY     - 19930927 GOOD             NGS
 OS0952  HISTORY     - 20121129 GOOD             INDIV
 OS0952
 OS0952                          STATION DESCRIPTION
 OS0952
 OS0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0952'16.6 KM (10.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0952'COURTHOUSE IN WINNER, 801.0 M (2627.9 FT) WEST OF THE INTERSECTION OF
 OS0952'STATE HIGHWAY 53, 56.0 M (183.7 FT) NORTHEAST OF MILEPOST 242, 22.6 M
 OS0952'(74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A
 OS0952'JOG IN A FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 OS0952'(0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.15 M
 OS0952'(0.49 FT) BELOW THE GROUND SURFACE.
 OS0952
 OS0952                          STATION RECOVERY (2012)
 OS0952
 OS0952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0951 ***********************************************************************
 OS0951  DESIGNATION -  18 243.00
 OS0951  PID         -  OS0951
 OS0951  STATE/COUNTY-  SD/TRIPP
 OS0951  COUNTRY     -  US
 OS0951  USGS QUAD   -  WITTEN (2017)
 OS0951
 OS0951                         *CURRENT SURVEY CONTROL
 OS0951  ______________________________________________________________________
 OS0951* NAD 83(1986) POSITION- 43 23 12.     (N) 100 02 17.     (W)   SCALED
 OS0951* NAVD 88 ORTHO HEIGHT -   624.776 (meters)     2049.79  (feet) ADJUSTED
 OS0951  ______________________________________________________________________
 OS0951  GEOID HEIGHT    -        -25.014 (meters)                     GEOID18
 OS0951  DYNAMIC HEIGHT  -        624.552 (meters)     2049.05  (feet) COMP
 OS0951  MODELED GRAVITY -    980,241.3   (mgal)                       NAVD 88
 OS0951
 OS0951  VERT ORDER      -  FIRST     CLASS II
 OS0951
 OS0951.The horizontal coordinates were scaled from a map and have
 OS0951.an estimated accuracy of +/- 6 seconds.
 OS0951
 OS0951.The orthometric height was determined by differential leveling and
 OS0951.adjusted by the NATIONAL GEODETIC SURVEY
 OS0951.in June 1994.
 OS0951
 OS0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0951.GEOID18 height accuracy estimate available here.
 OS0951
 OS0951.Click photographs - Photos may exist for this station.
 OS0951
 OS0951.The dynamic height is computed by dividing the NAVD 88
 OS0951.geopotential number by the normal gravity value computed on the
 OS0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0951.degrees latitude (g = 980.6199 gals.).
 OS0951
 OS0951.The modeled gravity was interpolated from observed gravity values.
 OS0951
 OS0951;                    North         East    Units  Estimated Accuracy
 OS0951;SPC SD S     -   117,060.      623,920.      MT  (+/- 180 meters Scaled)
 OS0951
 OS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP159042(NAD 83)
 OS0951
 OS0951                          SUPERSEDED SURVEY CONTROL
 OS0951
 OS0951.No superseded survey control is available for this station.
 OS0951
 OS0951_MARKER: DB = BENCH MARK DISK
 OS0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0951_STAMPING: 18-243.00 1993
 OS0951_MARK LOGO: SDDT
 OS0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0951+STABILITY: SURFACE MOTION
 OS0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0951+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0951
 OS0951  HISTORY     - Date     Condition        Report By
 OS0951  HISTORY     - 1993     MONUMENTED       SDDT
 OS0951  HISTORY     - 19930927 GOOD             NGS
 OS0951  HISTORY     - 20121129 GOOD             INDIV
 OS0951
 OS0951                          STATION DESCRIPTION
 OS0951
 OS0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0951'15.0 KM (9.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OS0951'IN WINNER, 844.0 M (2769.0 FT) WEST OF THE INTERSECTION OF U.S.
 OS0951'HIGHWAY 183, 49.2 M (161.4 FT) NORTHEAST OF MILEPOST 243, 40.0 M
 OS0951'(131.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD AND GATE, 30.2
 OS0951'M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE
 OS0951'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 OS0951'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OS0951'ABOVE THE GROUND SURFACE.
 OS0951
 OS0951                          STATION RECOVERY (2012)
 OS0951
 OS0951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0950 ***********************************************************************
 OS0950  DESIGNATION -  18 244.00
 OS0950  PID         -  OS0950
 OS0950  STATE/COUNTY-  SD/TRIPP
 OS0950  COUNTRY     -  US
 OS0950  USGS QUAD   -  WITTEN (2017)
 OS0950
 OS0950                         *CURRENT SURVEY CONTROL
 OS0950  ______________________________________________________________________
 OS0950* NAD 83(1986) POSITION- 43 23 12.     (N) 100 01 06.     (W)   SCALED
 OS0950* NAVD 88 ORTHO HEIGHT -   616.775 (meters)     2023.54  (feet) ADJUSTED
 OS0950  ______________________________________________________________________
 OS0950  GEOID HEIGHT    -        -25.053 (meters)                     GEOID18
 OS0950  DYNAMIC HEIGHT  -        616.554 (meters)     2022.81  (feet) COMP
 OS0950  MODELED GRAVITY -    980,242.4   (mgal)                       NAVD 88
 OS0950
 OS0950  VERT ORDER      -  FIRST     CLASS II
 OS0950
 OS0950.The horizontal coordinates were scaled from a map and have
 OS0950.an estimated accuracy of +/- 6 seconds.
 OS0950
 OS0950.The orthometric height was determined by differential leveling and
 OS0950.adjusted by the NATIONAL GEODETIC SURVEY
 OS0950.in June 1994.
 OS0950
 OS0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0950.GEOID18 height accuracy estimate available here.
 OS0950
 OS0950.Click photographs - Photos may exist for this station.
 OS0950
 OS0950.The dynamic height is computed by dividing the NAVD 88
 OS0950.geopotential number by the normal gravity value computed on the
 OS0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0950.degrees latitude (g = 980.6199 gals.).
 OS0950
 OS0950.The modeled gravity was interpolated from observed gravity values.
 OS0950
 OS0950;                    North         East    Units  Estimated Accuracy
 OS0950;SPC SD S     -   117,060.      625,520.      MT  (+/- 180 meters Scaled)
 OS0950
 OS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP175042(NAD 83)
 OS0950
 OS0950                          SUPERSEDED SURVEY CONTROL
 OS0950
 OS0950.No superseded survey control is available for this station.
 OS0950
 OS0950_MARKER: Z = SEE DESCRIPTION
 OS0950_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OS0950_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OS0950_STAMPING: 18-244.00 1993
 OS0950_MARK LOGO: NGS
 OS0950_PROJECTION: FLUSH
 OS0950_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0950+STABILITY: POSITION/ELEVATION WELL
 OS0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0950+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OS0950_ROD/PIPE-DEPTH: 6.4 meters
 OS0950_SLEEVE-DEPTH  : 3.0 meters
 OS0950
 OS0950  HISTORY     - Date     Condition        Report By
 OS0950  HISTORY     - 1993     MONUMENTED       SDDT
 OS0950  HISTORY     - 19930927 GOOD             NGS
 OS0950  HISTORY     - 20121213 GOOD             INDIV
 OS0950
 OS0950                          STATION DESCRIPTION
 OS0950
 OS0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0950'13.4 KM (8.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OS0950'IN WINNER, 737.0 M (2418.0 FT) EAST OF THE INTERSECTION OF U.S.
 OS0950'HIGHWAY 183, 69.8 M (229.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 OS0950'BRIDGE SPANNING A CREEK, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY
 OS0950'CENTERLINE, 22.0 M (72.2 FT) SOUTHWEST OF MILEPOST 244, 5.2 M (17.1
 OS0950'FT) EAST OF A FENCE CORNER NEAR THE EAST END OF A WEIGH STATION, 0.7
 OS0950'M (2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST,
 OS0950'AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS
 OS0950'A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 OS0950'TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OS0950'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OS0950'PVC CAP.
 OS0950
 OS0950                          STATION RECOVERY (2012)
 OS0950
 OS0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0949 ***********************************************************************
 OS0949  DESIGNATION -  18 244.45
 OS0949  PID         -  OS0949
 OS0949  STATE/COUNTY-  SD/TRIPP
 OS0949  COUNTRY     -  US
 OS0949  USGS QUAD   -  WITTEN (2017)
 OS0949
 OS0949                         *CURRENT SURVEY CONTROL
 OS0949  ______________________________________________________________________
 OS0949* NAD 83(1986) POSITION- 43 23 09.     (N) 100 00 25.     (W)   SCALED
 OS0949* NAVD 88 ORTHO HEIGHT -   619.736 (meters)     2033.25  (feet) ADJUSTED
 OS0949  ______________________________________________________________________
 OS0949  GEOID HEIGHT    -        -25.070 (meters)                     GEOID18
 OS0949  DYNAMIC HEIGHT  -        619.515 (meters)     2032.53  (feet) COMP
 OS0949  MODELED GRAVITY -    980,243.0   (mgal)                       NAVD 88
 OS0949
 OS0949  VERT ORDER      -  FIRST     CLASS II
 OS0949
 OS0949.The horizontal coordinates were scaled from a map and have
 OS0949.an estimated accuracy of +/- 6 seconds.
 OS0949
 OS0949.The orthometric height was determined by differential leveling and
 OS0949.adjusted by the NATIONAL GEODETIC SURVEY
 OS0949.in June 1994.
 OS0949
 OS0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0949.GEOID18 height accuracy estimate available here.
 OS0949
 OS0949.Click photographs - Photos may exist for this station.
 OS0949
 OS0949.The dynamic height is computed by dividing the NAVD 88
 OS0949.geopotential number by the normal gravity value computed on the
 OS0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0949.degrees latitude (g = 980.6199 gals.).
 OS0949
 OS0949.The modeled gravity was interpolated from observed gravity values.
 OS0949
 OS0949;                    North         East    Units  Estimated Accuracy
 OS0949;SPC SD S     -   116,980.      626,450.      MT  (+/- 180 meters Scaled)
 OS0949
 OS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP184041(NAD 83)
 OS0949
 OS0949                          SUPERSEDED SURVEY CONTROL
 OS0949
 OS0949.No superseded survey control is available for this station.
 OS0949
 OS0949_MARKER: DB = BENCH MARK DISK
 OS0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0949_STAMPING: 18-244.45 1993
 OS0949_MARK LOGO: SDDT
 OS0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0949+STABILITY: SURFACE MOTION
 OS0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0949+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OS0949
 OS0949  HISTORY     - Date     Condition        Report By
 OS0949  HISTORY     - 1993     MONUMENTED       SDDT
 OS0949  HISTORY     - 19930927 GOOD             NGS
 OS0949  HISTORY     - 20121213 GOOD             INDIV
 OS0949
 OS0949                          STATION DESCRIPTION
 OS0949
 OS0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0949'12.5 KM (7.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OS0949'IN WINNER, 0.9 KM (0.55 MI) EAST OF MILEPOST 244, 56.0 M (183.7 FT)
 OS0949'SOUTH OF THE HIGHWAY CENTERLINE, 32.9 M (107.9 FT) EAST OF THE CENTER
 OS0949'OF A GRAVELED ROAD, 22.2 M (72.8 FT) EAST OF A FENCE CORNER, 4.0 M
 OS0949'(13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 OS0949'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OS0949'ABOVE THE GROUND SURFACE.
 OS0949
 OS0949                          STATION RECOVERY (2012)
 OS0949
 OS0949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1239 ***********************************************************************
 OR1239  DESIGNATION -  18 245.45
 OR1239  PID         -  OR1239
 OR1239  STATE/COUNTY-  SD/TRIPP
 OR1239  COUNTRY     -  US
 OR1239  USGS QUAD   -  MILLER HILL (2017)
 OR1239
 OR1239                         *CURRENT SURVEY CONTROL
 OR1239  ______________________________________________________________________
 OR1239* NAD 83(1986) POSITION- 43 23 12.     (N) 099 59 21.     (W)   SCALED
 OR1239* NAVD 88 ORTHO HEIGHT -   632.216 (meters)     2074.20  (feet) ADJUSTED
 OR1239  ______________________________________________________________________
 OR1239  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 OR1239  DYNAMIC HEIGHT  -        631.991 (meters)     2073.46  (feet) COMP
 OR1239  MODELED GRAVITY -    980,243.6   (mgal)                       NAVD 88
 OR1239
 OR1239  VERT ORDER      -  FIRST     CLASS II
 OR1239
 OR1239.The horizontal coordinates were scaled from a map and have
 OR1239.an estimated accuracy of +/- 6 seconds.
 OR1239
 OR1239.The orthometric height was determined by differential leveling and
 OR1239.adjusted by the NATIONAL GEODETIC SURVEY
 OR1239.in June 1994.
 OR1239
 OR1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1239.GEOID18 height accuracy estimate available here.
 OR1239
 OR1239.Click photographs - Photos may exist for this station.
 OR1239
 OR1239.The dynamic height is computed by dividing the NAVD 88
 OR1239.geopotential number by the normal gravity value computed on the
 OR1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1239.degrees latitude (g = 980.6199 gals.).
 OR1239
 OR1239.The modeled gravity was interpolated from observed gravity values.
 OR1239
 OR1239;                    North         East    Units  Estimated Accuracy
 OR1239;SPC SD S     -   117,070.      627,890.      MT  (+/- 180 meters Scaled)
 OR1239
 OR1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP198042(NAD 83)
 OR1239
 OR1239                          SUPERSEDED SURVEY CONTROL
 OR1239
 OR1239.No superseded survey control is available for this station.
 OR1239
 OR1239_MARKER: DB = BENCH MARK DISK
 OR1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1239_STAMPING: 18-245.45 1993
 OR1239_MARK LOGO: SDDT
 OR1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1239+STABILITY: SURFACE MOTION
 OR1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1239+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1239
 OR1239  HISTORY     - Date     Condition        Report By
 OR1239  HISTORY     - 1993     MONUMENTED       SDDT
 OR1239  HISTORY     - 19930919 GOOD             NGS
 OR1239  HISTORY     - 20121213 GOOD             INDIV
 OR1239
 OR1239                          STATION DESCRIPTION
 OR1239
 OR1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1239'11.0 KM (6.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1239'IN WINNER, 29.5 M (96.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OR1239'22.5 M (73.8 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 11.4 M (37.4
 OR1239'FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 2.0 M (6.6 FT) BELOW
 OR1239'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND
 OR1239'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1239
 OR1239                          STATION RECOVERY (2012)
 OR1239
 OR1239'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1238 ***********************************************************************
 OR1238  DESIGNATION -  18 246.45
 OR1238  PID         -  OR1238
 OR1238  STATE/COUNTY-  SD/TRIPP
 OR1238  COUNTRY     -  US
 OR1238  USGS QUAD   -  MILLER HILL (2017)
 OR1238
 OR1238                         *CURRENT SURVEY CONTROL
 OR1238  ______________________________________________________________________
 OR1238* NAD 83(1986) POSITION- 43 23 10.     (N) 099 58 06.     (W)   SCALED
 OR1238* NAVD 88 ORTHO HEIGHT -   607.895 (meters)     1994.40  (feet) ADJUSTED
 OR1238  ______________________________________________________________________
 OR1238  GEOID HEIGHT    -        -25.148 (meters)                     GEOID18
 OR1238  DYNAMIC HEIGHT  -        607.679 (meters)     1993.69  (feet) COMP
 OR1238  MODELED GRAVITY -    980,245.7   (mgal)                       NAVD 88
 OR1238
 OR1238  VERT ORDER      -  FIRST     CLASS II
 OR1238
 OR1238.The horizontal coordinates were scaled from a map and have
 OR1238.an estimated accuracy of +/- 6 seconds.
 OR1238
 OR1238.The orthometric height was determined by differential leveling and
 OR1238.adjusted by the NATIONAL GEODETIC SURVEY
 OR1238.in June 1994.
 OR1238
 OR1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1238.GEOID18 height accuracy estimate available here.
 OR1238
 OR1238.Click photographs - Photos may exist for this station.
 OR1238
 OR1238.The dynamic height is computed by dividing the NAVD 88
 OR1238.geopotential number by the normal gravity value computed on the
 OR1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1238.degrees latitude (g = 980.6199 gals.).
 OR1238
 OR1238.The modeled gravity was interpolated from observed gravity values.
 OR1238
 OR1238;                    North         East    Units  Estimated Accuracy
 OR1238;SPC SD S     -   117,020.      629,570.      MT  (+/- 180 meters Scaled)
 OR1238
 OR1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP215041(NAD 83)
 OR1238
 OR1238                          SUPERSEDED SURVEY CONTROL
 OR1238
 OR1238.No superseded survey control is available for this station.
 OR1238
 OR1238_MARKER: DB = BENCH MARK DISK
 OR1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1238_STAMPING: 18-246.45 1993
 OR1238_MARK LOGO: SDDT
 OR1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1238+STABILITY: SURFACE MOTION
 OR1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1238+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1238
 OR1238  HISTORY     - Date     Condition        Report By
 OR1238  HISTORY     - 1993     MONUMENTED       SDDT
 OR1238  HISTORY     - 19930919 GOOD             NGS
 OR1238  HISTORY     - 20121213 GOOD             INDIV
 OR1238
 OR1238                          STATION DESCRIPTION
 OR1238
 OR1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1238'9.4 KM (5.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1238'IN WINNER, 814.0 M (2670.6 FT) EAST OF MILEPOST 246, 37.5 M (123.0
 OR1238'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 30.3 M (99.4 FT) SOUTH OF
 OR1238'THE CENTERLINE OF THE HIGHWAY, 25.2 M (82.7 FT) EAST OF A FENCE
 OR1238'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 OR1238'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M
 OR1238'(0.16 FT) ABOVE THE GROUND SURFACE.
 OR1238
 OR1238                          STATION RECOVERY (2012)
 OR1238
 OR1238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1237 ***********************************************************************
 OR1237  DESIGNATION -  18 247.45
 OR1237  PID         -  OR1237
 OR1237  STATE/COUNTY-  SD/TRIPP
 OR1237  COUNTRY     -  US
 OR1237  USGS QUAD   -  MILLER HILL (2017)
 OR1237
 OR1237                         *CURRENT SURVEY CONTROL
 OR1237  ______________________________________________________________________
 OR1237* NAD 83(1986) POSITION- 43 23 09.84   (N) 099 56 56.33   (W)   HD_HELD1
 OR1237* NAVD 88 ORTHO HEIGHT -   605.287 (meters)     1985.85  (feet) ADJUSTED
 OR1237  ______________________________________________________________________
 OR1237  GEOID HEIGHT    -        -25.185 (meters)                     GEOID18
 OR1237  DYNAMIC HEIGHT  -        605.072 (meters)     1985.14  (feet) COMP
 OR1237  MODELED GRAVITY -    980,245.8   (mgal)                       NAVD 88
 OR1237
 OR1237  VERT ORDER      -  FIRST     CLASS II
 OR1237
 OR1237.The horizontal coordinates were determined by differentially corrected
 OR1237.hand held GPS observations or other comparable positioning techniques
 OR1237.and have an estimated accuracy of +/- 3 meters.
 OR1237
 OR1237.The orthometric height was determined by differential leveling and
 OR1237.adjusted by the NATIONAL GEODETIC SURVEY
 OR1237.in June 1994.
 OR1237
 OR1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1237.GEOID18 height accuracy estimate available here.
 OR1237
 OR1237.Click photographs - Photos may exist for this station.
 OR1237
 OR1237.The dynamic height is computed by dividing the NAVD 88
 OR1237.geopotential number by the normal gravity value computed on the
 OR1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1237.degrees latitude (g = 980.6199 gals.).
 OR1237
 OR1237.The modeled gravity was interpolated from observed gravity values.
 OR1237
 OR1237;                    North         East    Units  Estimated Accuracy
 OR1237;SPC SD S     -   117,021.1     631,140.8     MT  (+/- 3 meters HH1 GPS) 
 OR1237
 OR1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2313504125(NAD 83)
 OR1237
 OR1237                          SUPERSEDED SURVEY CONTROL
 OR1237
 OR1237.No superseded survey control is available for this station.
 OR1237
 OR1237_MARKER: Z = SEE DESCRIPTION
 OR1237_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1237_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1237_STAMPING: 18-247.45 1993
 OR1237_MARK LOGO: NGS
 OR1237_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1237_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1237+STABILITY: POSITION/ELEVATION WELL
 OR1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1237+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1237_ROD/PIPE-DEPTH: 6.4 meters
 OR1237_SLEEVE-DEPTH  : 3.0 meters
 OR1237
 OR1237  HISTORY     - Date     Condition        Report By
 OR1237  HISTORY     - 1993     MONUMENTED       SDDT
 OR1237  HISTORY     - 19930919 GOOD             NGS
 OR1237  HISTORY     - 20121213 GOOD             INDIV
 OR1237
 OR1237                          STATION DESCRIPTION
 OR1237
 OR1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1237'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1237'IN WINNER, 800.0 M (2624.7 FT) EAST OF MILEPOST 247, 130.0 M (426.5
 OR1237'FT) EAST OF THE EAST END OF A BRIDGE SPANNING HOLLOW CREEK, 29.0 M
 OR1237'(95.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 29.0 M (95.1 FT)
 OR1237'SOUTH OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 OR1237'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 OR1237'FT) SOUTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 OR1237'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 OR1237'INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM
 OR1237'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1237
 OR1237                          STATION RECOVERY (2012)
 OR1237
 OR1237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1236 ***********************************************************************
 OR1236  DESIGNATION -  18 248.50
 OR1236  PID         -  OR1236
 OR1236  STATE/COUNTY-  SD/TRIPP
 OR1236  COUNTRY     -  US
 OR1236  USGS QUAD   -  MILLER HILL (2017)
 OR1236
 OR1236                         *CURRENT SURVEY CONTROL
 OR1236  ______________________________________________________________________
 OR1236* NAD 83(1986) POSITION- 43 23 07.     (N) 099 55 43.     (W)   SCALED
 OR1236* NAVD 88 ORTHO HEIGHT -   613.823 (meters)     2013.85  (feet) ADJUSTED
 OR1236  ______________________________________________________________________
 OR1236  GEOID HEIGHT    -        -25.222 (meters)                     GEOID18
 OR1236  DYNAMIC HEIGHT  -        613.605 (meters)     2013.14  (feet) COMP
 OR1236  MODELED GRAVITY -    980,246.0   (mgal)                       NAVD 88
 OR1236
 OR1236  VERT ORDER      -  FIRST     CLASS II
 OR1236
 OR1236.The horizontal coordinates were scaled from a map and have
 OR1236.an estimated accuracy of +/- 6 seconds.
 OR1236
 OR1236.The orthometric height was determined by differential leveling and
 OR1236.adjusted by the NATIONAL GEODETIC SURVEY
 OR1236.in June 1994.
 OR1236
 OR1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1236.GEOID18 height accuracy estimate available here.
 OR1236
 OR1236.Click photographs - Photos may exist for this station.
 OR1236
 OR1236.The dynamic height is computed by dividing the NAVD 88
 OR1236.geopotential number by the normal gravity value computed on the
 OR1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1236.degrees latitude (g = 980.6199 gals.).
 OR1236
 OR1236.The modeled gravity was interpolated from observed gravity values.
 OR1236
 OR1236;                    North         East    Units  Estimated Accuracy
 OR1236;SPC SD S     -   116,940.      632,790.      MT  (+/- 180 meters Scaled)
 OR1236
 OR1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP247040(NAD 83)
 OR1236
 OR1236                          SUPERSEDED SURVEY CONTROL
 OR1236
 OR1236.No superseded survey control is available for this station.
 OR1236
 OR1236_MARKER: DB = BENCH MARK DISK
 OR1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1236_STAMPING: 18-248.50 1993
 OR1236_MARK LOGO: SDDT
 OR1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1236+STABILITY: SURFACE MOTION
 OR1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1236+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1236
 OR1236  HISTORY     - Date     Condition        Report By
 OR1236  HISTORY     - 1993     MONUMENTED       SDDT
 OR1236  HISTORY     - 19930919 GOOD             NGS
 OR1236  HISTORY     - 20121213 GOOD             INDIV
 OR1236
 OR1236                          STATION DESCRIPTION
 OR1236
 OR1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1236'6.2 KM (3.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1236'IN WINNER, 832.0 M (2729.7 FT) EAST OF MILEPOST 248, 35.0 M (114.8
 OR1236'FT) EAST OF THE CENTER OF A DIRT ROAD, 30.0 M (98.4 FT) SOUTH OF THE
 OR1236'CENTERLINE OF THE HIGHWAY, 25.0 M (82.0 FT) EAST OF A FENCE CORNER,
 OR1236'0.5 M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 OR1236'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OR1236'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1236
 OR1236                          STATION RECOVERY (2012)
 OR1236
 OR1236'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1235 ***********************************************************************
 OR1235  DESIGNATION -  18 249.43
 OR1235  PID         -  OR1235
 OR1235  STATE/COUNTY-  SD/TRIPP
 OR1235  COUNTRY     -  US
 OR1235  USGS QUAD   -  MILLER HILL (2017)
 OR1235
 OR1235                         *CURRENT SURVEY CONTROL
 OR1235  ______________________________________________________________________
 OR1235* NAD 83(1986) POSITION- 43 23 01.     (N) 099 54 46.     (W)   SCALED
 OR1235* NAVD 88 ORTHO HEIGHT -   604.600 (meters)     1983.59  (feet) ADJUSTED
 OR1235  ______________________________________________________________________
 OR1235  GEOID HEIGHT    -        -25.249 (meters)                     GEOID18
 OR1235  DYNAMIC HEIGHT  -        604.386 (meters)     1982.89  (feet) COMP
 OR1235  MODELED GRAVITY -    980,246.2   (mgal)                       NAVD 88
 OR1235
 OR1235  VERT ORDER      -  FIRST     CLASS II
 OR1235
 OR1235.The horizontal coordinates were scaled from a map and have
 OR1235.an estimated accuracy of +/- 6 seconds.
 OR1235
 OR1235.The orthometric height was determined by differential leveling and
 OR1235.adjusted by the NATIONAL GEODETIC SURVEY
 OR1235.in June 1994.
 OR1235
 OR1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1235.GEOID18 height accuracy estimate available here.
 OR1235
 OR1235.Click photographs - Photos may exist for this station.
 OR1235
 OR1235.The dynamic height is computed by dividing the NAVD 88
 OR1235.geopotential number by the normal gravity value computed on the
 OR1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1235.degrees latitude (g = 980.6199 gals.).
 OR1235
 OR1235.The modeled gravity was interpolated from observed gravity values.
 OR1235
 OR1235;                    North         East    Units  Estimated Accuracy
 OR1235;SPC SD S     -   116,760.      634,080.      MT  (+/- 180 meters Scaled)
 OR1235
 OR1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP260038(NAD 83)
 OR1235
 OR1235                          SUPERSEDED SURVEY CONTROL
 OR1235
 OR1235.No superseded survey control is available for this station.
 OR1235
 OR1235_MARKER: DB = BENCH MARK DISK
 OR1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1235_STAMPING: 18-249.43 1993
 OR1235_MARK LOGO: SDDT
 OR1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1235+STABILITY: SURFACE MOTION
 OR1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1235+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1235
 OR1235  HISTORY     - Date     Condition        Report By
 OR1235  HISTORY     - 1993     MONUMENTED       SDDT
 OR1235  HISTORY     - 19930919 GOOD             NGS
 OR1235  HISTORY     - 20121213 GOOD             INDIV
 OR1235
 OR1235                          STATION DESCRIPTION
 OR1235
 OR1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1235'4.7 KM (2.90 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1235'IN WINNER, 30.0 M (98.4 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 13.0
 OR1235'M (42.7 FT) SOUTH OF MILEPOST 249.43, 0.5 M (1.6 FT) NORTH OF A
 OR1235'FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OR1235'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OR1235'ABOVE THE GROUND SURFACE.
 OR1235
 OR1235                          STATION RECOVERY (2012)
 OR1235
 OR1235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1234 ***********************************************************************
 OR1234  DESIGNATION -  18 250.35
 OR1234  PID         -  OR1234
 OR1234  STATE/COUNTY-  SD/TRIPP
 OR1234  COUNTRY     -  US
 OR1234  USGS QUAD   -  MILLER HILL (2017)
 OR1234
 OR1234                         *CURRENT SURVEY CONTROL
 OR1234  ______________________________________________________________________
 OR1234* NAD 83(1986) POSITION- 43 22 54.     (N) 099 53 33.     (W)   SCALED
 OR1234* NAVD 88 ORTHO HEIGHT -   597.898 (meters)     1961.60  (feet) ADJUSTED
 OR1234  ______________________________________________________________________
 OR1234  GEOID HEIGHT    -        -25.285 (meters)                     GEOID18
 OR1234  DYNAMIC HEIGHT  -        597.685 (meters)     1960.90  (feet) COMP
 OR1234  MODELED GRAVITY -    980,246.6   (mgal)                       NAVD 88
 OR1234
 OR1234  VERT ORDER      -  FIRST     CLASS II
 OR1234
 OR1234.The horizontal coordinates were scaled from a map and have
 OR1234.an estimated accuracy of +/- 6 seconds.
 OR1234
 OR1234.The orthometric height was determined by differential leveling and
 OR1234.adjusted by the NATIONAL GEODETIC SURVEY
 OR1234.in June 1994.
 OR1234
 OR1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1234.GEOID18 height accuracy estimate available here.
 OR1234
 OR1234.Click photographs - Photos may exist for this station.
 OR1234
 OR1234.The dynamic height is computed by dividing the NAVD 88
 OR1234.geopotential number by the normal gravity value computed on the
 OR1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1234.degrees latitude (g = 980.6199 gals.).
 OR1234
 OR1234.The modeled gravity was interpolated from observed gravity values.
 OR1234
 OR1234;                    North         East    Units  Estimated Accuracy
 OR1234;SPC SD S     -   116,560.      635,720.      MT  (+/- 180 meters Scaled)
 OR1234
 OR1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP277035(NAD 83)
 OR1234
 OR1234                          SUPERSEDED SURVEY CONTROL
 OR1234
 OR1234.No superseded survey control is available for this station.
 OR1234
 OR1234_MARKER: DB = BENCH MARK DISK
 OR1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1234_STAMPING: 18-250.35 1993
 OR1234_MARK LOGO: SDDT
 OR1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1234+STABILITY: SURFACE MOTION
 OR1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1234+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1234
 OR1234  HISTORY     - Date     Condition        Report By
 OR1234  HISTORY     - 1993     MONUMENTED       SDDT
 OR1234  HISTORY     - 19930919 GOOD             NGS
 OR1234  HISTORY     - 20121213 GOOD             INDIV
 OR1234
 OR1234                          STATION DESCRIPTION
 OR1234
 OR1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1234'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1234'IN WINNER, 563.0 M (1847.1 FT) EAST OF MILEPOST 250, 37.8 M (124.0
 OR1234'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OR1234'13.6 M (44.6 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 5.9 M
 OR1234'(19.4 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 8012 NEAR THE
 OR1234'NORTHEAST CORNER OF A FENCE SURROUNDING A DRIVE-IN THEATER, 0.8 M
 OR1234'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 OR1234'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OR1234'ABOVE THE GROUND SURFACE.
 OR1234
 OR1234                          STATION RECOVERY (2012)
 OR1234
 OR1234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1233 ***********************************************************************
 OR1233  CBN         -  This is a Cooperative Base Network Control Station.
 OR1233  DESIGNATION -  18 250.70
 OR1233  PID         -  OR1233
 OR1233  STATE/COUNTY-  SD/TRIPP
 OR1233  COUNTRY     -  US
 OR1233  USGS QUAD   -  MILLER HILL (2017)
 OR1233
 OR1233                         *CURRENT SURVEY CONTROL
 OR1233  ______________________________________________________________________
 OR1233* NAD 83(2011) POSITION- 43 22 53.29173(N) 099 53 09.64329(W)   ADJUSTED
 OR1233* NAD 83(2011) ELLIP HT-   571.028 (meters)        (06/27/12)   ADJUSTED
 OR1233* NAD 83(2011) EPOCH   -  2010.00
 OR1233* NAVD 88 ORTHO HEIGHT -   596.333 (meters)     1956.47  (feet) ADJUSTED
 OR1233  ______________________________________________________________________
 OR1233  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 OR1233  NAD 83(2011) X  -   -797,212.347 (meters)                     COMP
 OR1233  NAD 83(2011) Y  - -4,574,414.275 (meters)                     COMP
 OR1233  NAD 83(2011) Z  -  4,358,792.262 (meters)                     COMP
 OR1233  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 OR1233  DYNAMIC HEIGHT  -        596.121 (meters)     1955.77  (feet) COMP
 OR1233  MODELED GRAVITY -    980,246.3   (mgal)                       NAVD 88
 OR1233
 OR1233  VERT ORDER      -  FIRST     CLASS II
 OR1233
 OR1233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1233  Standards:
 OR1233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1233  -------------------------------------------------------------------
 OR1233  NETWORK    0.60   1.20           0.28   0.20   0.61     -0.01714720
 OR1233  -------------------------------------------------------------------
 OR1233  Click here for local accuracies and other accuracy information.
 OR1233
 OR1233.The horizontal coordinates were established by GPS observations
 OR1233.and adjusted by the National Geodetic Survey in June 2012.
 OR1233
 OR1233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1233.been affixed to the stable North American tectonic plate. See 
 OR1233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1233
 OR1233.The horizontal coordinates are valid at the epoch date displayed above
 OR1233.which is a decimal equivalence of Year/Month/Day.
 OR1233
 OR1233.The orthometric height was determined by differential leveling and
 OR1233.adjusted by the NATIONAL GEODETIC SURVEY
 OR1233.in June 1994.
 OR1233
 OR1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1233.GEOID18 height accuracy estimate available here.
 OR1233
 OR1233.Click photographs - Photos may exist for this station.
 OR1233
 OR1233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1233
 OR1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1233
 OR1233.The ellipsoidal height was determined by GPS observations
 OR1233.and is referenced to NAD 83.
 OR1233
 OR1233.The dynamic height is computed by dividing the NAVD 88
 OR1233.geopotential number by the normal gravity value computed on the
 OR1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1233.degrees latitude (g = 980.6199 gals.).
 OR1233
 OR1233.The modeled gravity was interpolated from observed gravity values.
 OR1233
 OR1233. The following values were computed from the NAD 83(2011) position.
 OR1233
 OR1233;                    North         East     Units Scale Factor Converg.
 OR1233;SPC SD S     -   116,536.003   636,245.313   MT  0.99991538   +0 18 30.9
 OR1233;SPC SD S     -   382,335.20  2,087,414.83   sFT  0.99991538   +0 18 30.9
 OR1233;UTM  14      - 4,803,558.959   428,230.819   MT  0.99966336   -0 36 30.9
 OR1233
 OR1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1233!SPC SD S     -   0.99991046  x   0.99991538  =   0.99982585
 OR1233!UTM  14      -   0.99991046  x   0.99966336  =   0.99957385
 OR1233
 OR1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2823003558(NAD 83)
 OR1233
 OR1233                          SUPERSEDED SURVEY CONTROL
 OR1233
 OR1233  NAD 83(2007)-  43 22 53.29180(N)    099 53 09.64437(W) AD(2002.00) 0
 OR1233  ELLIP H (02/10/07)  571.065  (m)                       GP(2002.00)    
 OR1233  NAD 83(1995)-  43 22 53.29156(N)    099 53 09.64431(W) AD(       ) A
 OR1233  ELLIP H (06/23/03)  571.062  (m)                       GP(       ) 3 1
 OR1233  NAVD 88             596.33   (m)         1956.5    (f) LEVELING    3  
 OR1233
 OR1233.Superseded values are not recommended for survey control.
 OR1233
 OR1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1233.See file dsdata.pdf to determine how the superseded data were derived.
 OR1233
 OR1233_MARKER: Z = SEE DESCRIPTION
 OR1233_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1233_STAMPING: 18-250.70 1993
 OR1233_MARK LOGO: NGS
 OR1233_PROJECTION: FLUSH
 OR1233_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1233+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1233_ROD/PIPE-DEPTH: 6.40 meters
 OR1233_SLEEVE-DEPTH  : 3.00 meters
 OR1233
 OR1233  HISTORY     - Date     Condition        Report By
 OR1233  HISTORY     - 1993     MONUMENTED       SDDT
 OR1233  HISTORY     - 19930919 GOOD             NGS
 OR1233  HISTORY     - 20020523 GOOD             SDDT
 OR1233  HISTORY     - 20121213 GOOD             INDIV
 OR1233
 OR1233                          STATION DESCRIPTION
 OR1233
 OR1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1233'2.7 KM (1.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1233'IN WINNER, 214.0 M (702.1 FT) WEST OF THE WEST END OF A BRIDGE
 OR1233'SPANNING DOG EAR CREEK, 23.0 M (75.5 FT) NORTH OF THE CENTERLINE OF
 OR1233'THE WESTBOUND LANES OF THE HIGHWAY, 11.9 M (39.0 FT) NORTH OF
 OR1233'MILEPOST 250.70, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF A FRONTAGE
 OR1233'ROAD, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OR1233'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OR1233'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OR1233'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OR1233'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1233'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1233
 OR1233                          STATION RECOVERY (2002)
 OR1233
 OR1233'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OR1233'RECOVERED AS DESCRIBED
 OR1233'
 OR1233
 OR1233                          STATION RECOVERY (2012)
 OR1233
 OR1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1232 ***********************************************************************
 OR1232  DESIGNATION -  18 251.35
 OR1232  PID         -  OR1232
 OR1232  STATE/COUNTY-  SD/TRIPP
 OR1232  COUNTRY     -  US
 OR1232  USGS QUAD   -  MILLER HILL (2017)
 OR1232
 OR1232                         *CURRENT SURVEY CONTROL
 OR1232  ______________________________________________________________________
 OR1232* NAD 83(1986) POSITION- 43 22 44.     (N) 099 52 32.     (W)   SCALED
 OR1232* NAVD 88 ORTHO HEIGHT -   596.141 (meters)     1955.84  (feet) ADJUSTED
 OR1232  ______________________________________________________________________
 OR1232  GEOID HEIGHT    -        -25.310 (meters)                     GEOID18
 OR1232  DYNAMIC HEIGHT  -        595.928 (meters)     1955.14  (feet) COMP
 OR1232  MODELED GRAVITY -    980,245.3   (mgal)                       NAVD 88
 OR1232
 OR1232  VERT ORDER      -  FIRST     CLASS II
 OR1232
 OR1232.The horizontal coordinates were scaled from a map and have
 OR1232.an estimated accuracy of +/- 6 seconds.
 OR1232
 OR1232.The orthometric height was determined by differential leveling and
 OR1232.adjusted by the NATIONAL GEODETIC SURVEY
 OR1232.in June 1994.
 OR1232
 OR1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1232.GEOID18 height accuracy estimate available here.
 OR1232
 OR1232.Click photographs - Photos may exist for this station.
 OR1232
 OR1232.The dynamic height is computed by dividing the NAVD 88
 OR1232.geopotential number by the normal gravity value computed on the
 OR1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1232.degrees latitude (g = 980.6199 gals.).
 OR1232
 OR1232.The modeled gravity was interpolated from observed gravity values.
 OR1232
 OR1232;                    North         East    Units  Estimated Accuracy
 OR1232;SPC SD S     -   116,250.      637,090.      MT  (+/- 180 meters Scaled)
 OR1232
 OR1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP290032(NAD 83)
 OR1232
 OR1232                          SUPERSEDED SURVEY CONTROL
 OR1232
 OR1232.No superseded survey control is available for this station.
 OR1232
 OR1232_MARKER: DB = BENCH MARK DISK
 OR1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1232_STAMPING: 18-251.35 1993
 OR1232_MARK LOGO: SDDT
 OR1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1232+STABILITY: SURFACE MOTION
 OR1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1232+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1232
 OR1232  HISTORY     - Date     Condition        Report By
 OR1232  HISTORY     - 1993     MONUMENTED       SDDT
 OR1232  HISTORY     - 19930919 GOOD             NGS
 OR1232  HISTORY     - 20121213 GOOD             INDIV
 OR1232
 OR1232                          STATION DESCRIPTION
 OR1232
 OR1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1232'IN WINNER AT THE INTERSECTION OF U.S. HIGHWAY 18 AND IOWA STREET,
 OR1232'68.5 M (224.7 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE ANDERSON
 OR1232'TIRE COMPANY, 25.0 M (82.0 FT) SOUTH OF THE CENTER OF THE STREET,
 OR1232'17.1 M (56.1 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 OR1232'OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OR1232'(1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 OR1232'M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1232
 OR1232                          STATION RECOVERY (2012)
 OR1232
 OR1232'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1230 ***********************************************************************
 OR1230  DESIGNATION -  18 253.24
 OR1230  PID         -  OR1230
 OR1230  STATE/COUNTY-  SD/TRIPP
 OR1230  COUNTRY     -  US
 OR1230  USGS QUAD   -  WINNER SOUTH (2017)
 OR1230
 OR1230                         *CURRENT SURVEY CONTROL
 OR1230  ______________________________________________________________________
 OR1230* NAD 83(1986) POSITION- 43 22 15.79   (N) 099 50 25.74   (W)   HD_HELD1
 OR1230* NAVD 88 ORTHO HEIGHT -   608.979 (meters)     1997.96  (feet) ADJUSTED
 OR1230  ______________________________________________________________________
 OR1230  GEOID HEIGHT    -        -25.349 (meters)                     GEOID18
 OR1230  DYNAMIC HEIGHT  -        608.760 (meters)     1997.24  (feet) COMP
 OR1230  MODELED GRAVITY -    980,242.2   (mgal)                       NAVD 88
 OR1230
 OR1230  VERT ORDER      -  FIRST     CLASS II
 OR1230
 OR1230.The horizontal coordinates were determined by differentially corrected
 OR1230.hand held GPS observations or other comparable positioning techniques
 OR1230.and have an estimated accuracy of +/- 3 meters.
 OR1230
 OR1230.The orthometric height was determined by differential leveling and
 OR1230.adjusted by the NATIONAL GEODETIC SURVEY
 OR1230.in June 1994.
 OR1230
 OR1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1230.GEOID18 height accuracy estimate available here.
 OR1230
 OR1230.Click photographs - Photos may exist for this station.
 OR1230
 OR1230.The dynamic height is computed by dividing the NAVD 88
 OR1230.geopotential number by the normal gravity value computed on the
 OR1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1230.degrees latitude (g = 980.6199 gals.).
 OR1230
 OR1230.The modeled gravity was interpolated from observed gravity values.
 OR1230
 OR1230;                    North         East    Units  Estimated Accuracy
 OR1230;SPC SD S     -   115,399.7     639,941.2     MT  (+/- 3 meters HH1 GPS) 
 OR1230
 OR1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3190702363(NAD 83)
 OR1230
 OR1230                          SUPERSEDED SURVEY CONTROL
 OR1230
 OR1230.No superseded survey control is available for this station.
 OR1230
 OR1230_MARKER: DB = BENCH MARK DISK
 OR1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1230_STAMPING: 18-253.24 1975 1996.57
 OR1230_MARK LOGO: SDDT
 OR1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1230+STABILITY: SURFACE MOTION
 OR1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1230+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1230
 OR1230  HISTORY     - Date     Condition        Report By
 OR1230  HISTORY     - 1975     MONUMENTED       SDDT
 OR1230  HISTORY     - 19930919 GOOD             NGS
 OR1230  HISTORY     - 20121213 GOOD             INDIV
 OR1230
 OR1230                          STATION DESCRIPTION
 OR1230
 OR1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1230'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1230'IN WINNER, 368.0 M (1207.3 FT) SOUTHEAST OF MILEPOST 253, 146.0 M
 OR1230'(479.0 FT) SOUTHEAST OF THE CENTER OF SEVENTH STREET, 14.3 M (46.9
 OR1230'FT) NORTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 3.0 M (9.8
 OR1230'FT) WEST OF THE NORTHEAST END OF A CULVERT, 0.1 M (0.3 FT) SOUTHWEST
 OR1230'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OR1230'GROUND SURFACE.
 OR1230
 OR1230                          STATION RECOVERY (2012)
 OR1230
 OR1230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1229 ***********************************************************************
 OR1229  DESIGNATION -  18 254.05
 OR1229  PID         -  OR1229
 OR1229  STATE/COUNTY-  SD/TRIPP
 OR1229  COUNTRY     -  US
 OR1229  USGS QUAD   -  WINNER SOUTH (2017)
 OR1229
 OR1229                         *CURRENT SURVEY CONTROL
 OR1229  ______________________________________________________________________
 OR1229* NAD 83(1986) POSITION- 43 21 48.     (N) 099 49 49.     (W)   SCALED
 OR1229* NAVD 88 ORTHO HEIGHT -   618.693 (meters)     2029.83  (feet) ADJUSTED
 OR1229  ______________________________________________________________________
 OR1229  GEOID HEIGHT    -        -25.344 (meters)                     GEOID18
 OR1229  DYNAMIC HEIGHT  -        618.470 (meters)     2029.10  (feet) COMP
 OR1229  MODELED GRAVITY -    980,240.7   (mgal)                       NAVD 88
 OR1229
 OR1229  VERT ORDER      -  FIRST     CLASS II
 OR1229
 OR1229.The horizontal coordinates were scaled from a map and have
 OR1229.an estimated accuracy of +/- 6 seconds.
 OR1229
 OR1229.The orthometric height was determined by differential leveling and
 OR1229.adjusted by the NATIONAL GEODETIC SURVEY
 OR1229.in June 1994.
 OR1229
 OR1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1229.GEOID18 height accuracy estimate available here.
 OR1229
 OR1229.Click photographs - Photos may exist for this station.
 OR1229
 OR1229.The dynamic height is computed by dividing the NAVD 88
 OR1229.geopotential number by the normal gravity value computed on the
 OR1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1229.degrees latitude (g = 980.6199 gals.).
 OR1229
 OR1229.The modeled gravity was interpolated from observed gravity values.
 OR1229
 OR1229;                    North         East    Units  Estimated Accuracy
 OR1229;SPC SD S     -   114,550.      640,770.      MT  (+/- 180 meters Scaled)
 OR1229
 OR1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP327014(NAD 83)
 OR1229
 OR1229                          SUPERSEDED SURVEY CONTROL
 OR1229
 OR1229.No superseded survey control is available for this station.
 OR1229
 OR1229_MARKER: DB = BENCH MARK DISK
 OR1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1229_STAMPING: 18-254.05 1993
 OR1229_MARK LOGO: SDDT
 OR1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1229+STABILITY: SURFACE MOTION
 OR1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1229+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1229
 OR1229  HISTORY     - Date     Condition        Report By
 OR1229  HISTORY     - 1993     MONUMENTED       SDDT
 OR1229  HISTORY     - 19930919 GOOD             NGS
 OR1229  HISTORY     - 20121213 GOOD             INDIV
 OR1229
 OR1229                          STATION DESCRIPTION
 OR1229
 OR1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1229'2.7 KM (1.65 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1229'IN WINNER, 107.0 M (351.0 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 OR1229'ROAD 6563, 78.0 M (255.9 FT) SOUTHEAST OF MILEPOST 254, 44.2 M (145.0
 OR1229'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WINNER MUSEUM, 26.6 M
 OR1229'(87.3 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 OR1229'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST,
 OR1229'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OR1229
 OR1229                          STATION RECOVERY (2012)
 OR1229
 OR1229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1228 ***********************************************************************
 OR1228  DESIGNATION -  18 254.65
 OR1228  PID         -  OR1228
 OR1228  STATE/COUNTY-  SD/TRIPP
 OR1228  COUNTRY     -  US
 OR1228  USGS QUAD   -  WINNER SOUTH (2017)
 OR1228
 OR1228                         *CURRENT SURVEY CONTROL
 OR1228  ______________________________________________________________________
 OR1228* NAD 83(1986) POSITION- 43 21 23.     (N) 099 49 13.     (W)   SCALED
 OR1228* NAVD 88 ORTHO HEIGHT -   611.831 (meters)     2007.32  (feet) ADJUSTED
 OR1228  ______________________________________________________________________
 OR1228  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 OR1228  DYNAMIC HEIGHT  -        611.609 (meters)     2006.59  (feet) COMP
 OR1228  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 OR1228
 OR1228  VERT ORDER      -  FIRST     CLASS II
 OR1228
 OR1228.The horizontal coordinates were scaled from a map and have
 OR1228.an estimated accuracy of +/- 6 seconds.
 OR1228
 OR1228.The orthometric height was determined by differential leveling and
 OR1228.adjusted by the NATIONAL GEODETIC SURVEY
 OR1228.in June 1994.
 OR1228
 OR1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1228.GEOID18 height accuracy estimate available here.
 OR1228
 OR1228.Click photographs - Photos may exist for this station.
 OR1228
 OR1228.The dynamic height is computed by dividing the NAVD 88
 OR1228.geopotential number by the normal gravity value computed on the
 OR1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1228.degrees latitude (g = 980.6199 gals.).
 OR1228
 OR1228.The modeled gravity was interpolated from observed gravity values.
 OR1228
 OR1228;                    North         East    Units  Estimated Accuracy
 OR1228;SPC SD S     -   113,780.      641,590.      MT  (+/- 180 meters Scaled)
 OR1228
 OR1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP335007(NAD 83)
 OR1228
 OR1228                          SUPERSEDED SURVEY CONTROL
 OR1228
 OR1228.No superseded survey control is available for this station.
 OR1228
 OR1228_MARKER: DB = BENCH MARK DISK
 OR1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1228_STAMPING: 18-254.65 1975 2009.95
 OR1228_MARK LOGO: SDDT
 OR1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1228+STABILITY: SURFACE MOTION
 OR1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1228+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1228
 OR1228  HISTORY     - Date     Condition        Report By
 OR1228  HISTORY     - 1975     MONUMENTED       SDDT
 OR1228  HISTORY     - 19930919 GOOD             NGS
 OR1228  HISTORY     - 20121213 GOOD             INDIV
 OR1228
 OR1228                          STATION DESCRIPTION
 OR1228
 OR1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1228'3.6 KM (2.25 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1228'IN WINNER, 1.0 KM (0.60 MI) SOUTHEAST OF MILEPOST 254, 21.2 M (69.6
 OR1228'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE
 OR1228'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND
 OR1228'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1228
 OR1228                          STATION RECOVERY (2012)
 OR1228
 OR1228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1227 ***********************************************************************
 OR1227  DESIGNATION -  18 254.71
 OR1227  PID         -  OR1227
 OR1227  STATE/COUNTY-  SD/TRIPP
 OR1227  COUNTRY     -  US
 OR1227  USGS QUAD   -  WINNER SOUTH (2017)
 OR1227
 OR1227                         *CURRENT SURVEY CONTROL
 OR1227  ______________________________________________________________________
 OR1227* NAD 83(1986) POSITION- 43 21 21.     (N) 099 49 13.     (W)   SCALED
 OR1227* NAVD 88 ORTHO HEIGHT -   613.441 (meters)     2012.60  (feet) ADJUSTED
 OR1227  ______________________________________________________________________
 OR1227  GEOID HEIGHT    -        -25.338 (meters)                     GEOID18
 OR1227  DYNAMIC HEIGHT  -        613.219 (meters)     2011.87  (feet) COMP
 OR1227  MODELED GRAVITY -    980,239.2   (mgal)                       NAVD 88
 OR1227
 OR1227  VERT ORDER      -  FIRST     CLASS II
 OR1227
 OR1227.The horizontal coordinates were scaled from a map and have
 OR1227.an estimated accuracy of +/- 6 seconds.
 OR1227
 OR1227.The orthometric height was determined by differential leveling and
 OR1227.adjusted by the NATIONAL GEODETIC SURVEY
 OR1227.in June 1994.
 OR1227
 OR1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1227.GEOID18 height accuracy estimate available here.
 OR1227
 OR1227.Click photographs - Photos may exist for this station.
 OR1227
 OR1227.The dynamic height is computed by dividing the NAVD 88
 OR1227.geopotential number by the normal gravity value computed on the
 OR1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1227.degrees latitude (g = 980.6199 gals.).
 OR1227
 OR1227.The modeled gravity was interpolated from observed gravity values.
 OR1227
 OR1227;                    North         East    Units  Estimated Accuracy
 OR1227;SPC SD S     -   113,720.      641,590.      MT  (+/- 180 meters Scaled)
 OR1227
 OR1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP335006(NAD 83)
 OR1227
 OR1227                          SUPERSEDED SURVEY CONTROL
 OR1227
 OR1227.No superseded survey control is available for this station.
 OR1227
 OR1227_MARKER: DB = BENCH MARK DISK
 OR1227_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OR1227_SP_SET: ABUTMENT
 OR1227_STAMPING: 18-254.71 1975 2011.23
 OR1227_MARK LOGO: SDDT
 OR1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1227+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1227
 OR1227  HISTORY     - Date     Condition        Report By
 OR1227  HISTORY     - 1975     MONUMENTED       SDDT
 OR1227  HISTORY     - 19930919 GOOD             NGS
 OR1227  HISTORY     - 20121213 GOOD             INDIV
 OR1227
 OR1227                          STATION DESCRIPTION
 OR1227
 OR1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1227'3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1227'IN WINNER, IN TOP OF AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST
 OR1227'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 OR1227'SAND CREEK, 1.1 KM (0.70 MI) SOUTHEAST OF MILEPOST 254, 7.4 M (24.3
 OR1227'FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.8 M
 OR1227'(2.6 FT) NORTHEAST OF A WITNESS POST.
 OR1227
 OR1227                          STATION RECOVERY (2012)
 OR1227
 OR1227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1226 ***********************************************************************
 OR1226  DESIGNATION -  18 255.29
 OR1226  PID         -  OR1226
 OR1226  STATE/COUNTY-  SD/TRIPP
 OR1226  COUNTRY     -  US
 OR1226  USGS QUAD   -  WINNER SOUTH (2017)
 OR1226
 OR1226                         *CURRENT SURVEY CONTROL
 OR1226  ______________________________________________________________________
 OR1226* NAD 83(1986) POSITION- 43 21 01.     (N) 099 48 41.     (W)   SCALED
 OR1226* NAVD 88 ORTHO HEIGHT -   617.279 (meters)     2025.19  (feet) ADJUSTED
 OR1226  ______________________________________________________________________
 OR1226  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 OR1226  DYNAMIC HEIGHT  -        617.055 (meters)     2024.45  (feet) COMP
 OR1226  MODELED GRAVITY -    980,238.1   (mgal)                       NAVD 88
 OR1226
 OR1226  VERT ORDER      -  FIRST     CLASS II
 OR1226
 OR1226.The horizontal coordinates were scaled from a map and have
 OR1226.an estimated accuracy of +/- 6 seconds.
 OR1226
 OR1226.The orthometric height was determined by differential leveling and
 OR1226.adjusted by the NATIONAL GEODETIC SURVEY
 OR1226.in June 1994.
 OR1226
 OR1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1226.GEOID18 height accuracy estimate available here.
 OR1226
 OR1226.Click photographs - Photos may exist for this station.
 OR1226
 OR1226.The dynamic height is computed by dividing the NAVD 88
 OR1226.geopotential number by the normal gravity value computed on the
 OR1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1226.degrees latitude (g = 980.6199 gals.).
 OR1226
 OR1226.The modeled gravity was interpolated from observed gravity values.
 OR1226
 OR1226;                    North         East    Units  Estimated Accuracy
 OR1226;SPC SD S     -   113,110.      642,310.      MT  (+/- 180 meters Scaled)
 OR1226
 OR1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP342000(NAD 83)
 OR1226
 OR1226                          SUPERSEDED SURVEY CONTROL
 OR1226
 OR1226.No superseded survey control is available for this station.
 OR1226
 OR1226_MARKER: DB = BENCH MARK DISK
 OR1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1226_STAMPING: 18-255.29 1975 2023.80
 OR1226_MARK LOGO: SDDT
 OR1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1226+STABILITY: SURFACE MOTION
 OR1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1226+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1226
 OR1226  HISTORY     - Date     Condition        Report By
 OR1226  HISTORY     - 1975     MONUMENTED       SDDT
 OR1226  HISTORY     - 19930919 GOOD             NGS
 OR1226  HISTORY     - 20121213 GOOD             INDIV
 OR1226
 OR1226                          STATION DESCRIPTION
 OR1226
 OR1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1226'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1226'IN WINNER, 536.0 M (1758.5 FT) SOUTHEAST OF MILEPOST 255, 34.1 M
 OR1226'(111.9 FT) SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 27.7 M
 OR1226'(90.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) BELOW
 OR1226'THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) WEST OF A WITNESS POST, 0.1
 OR1226'M (0.3 FT) SOUTHWEST OF A STATE WITNESS POST, AND THE MONUMENT
 OR1226'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OR1226
 OR1226                          STATION RECOVERY (2012)
 OR1226
 OR1226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1225 ***********************************************************************
 OR1225  DESIGNATION -  18 256.51
 OR1225  PID         -  OR1225
 OR1225  STATE/COUNTY-  SD/TRIPP
 OR1225  COUNTRY     -  US
 OR1225  USGS QUAD   -  WINNER SOUTH (2017)
 OR1225
 OR1225                         *CURRENT SURVEY CONTROL
 OR1225  ______________________________________________________________________
 OR1225* NAD 83(1986) POSITION- 43 20 09.     (N) 099 47 49.     (W)   SCALED
 OR1225* NAVD 88 ORTHO HEIGHT -   624.588 (meters)     2049.17  (feet) ADJUSTED
 OR1225  ______________________________________________________________________
 OR1225  GEOID HEIGHT    -        -25.315 (meters)                     GEOID18
 OR1225  DYNAMIC HEIGHT  -        624.360 (meters)     2048.42  (feet) COMP
 OR1225  MODELED GRAVITY -    980,235.4   (mgal)                       NAVD 88
 OR1225
 OR1225  VERT ORDER      -  FIRST     CLASS II
 OR1225
 OR1225.The horizontal coordinates were scaled from a map and have
 OR1225.an estimated accuracy of +/- 6 seconds.
 OR1225
 OR1225.The orthometric height was determined by differential leveling and
 OR1225.adjusted by the NATIONAL GEODETIC SURVEY
 OR1225.in June 1994.
 OR1225
 OR1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1225.GEOID18 height accuracy estimate available here.
 OR1225
 OR1225.Click photographs - Photos may exist for this station.
 OR1225
 OR1225.The dynamic height is computed by dividing the NAVD 88
 OR1225.geopotential number by the normal gravity value computed on the
 OR1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1225.degrees latitude (g = 980.6199 gals.).
 OR1225
 OR1225.The modeled gravity was interpolated from observed gravity values.
 OR1225
 OR1225;                    North         East    Units  Estimated Accuracy
 OR1225;SPC SD S     -   111,510.      643,500.      MT  (+/- 180 meters Scaled)
 OR1225
 OR1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN353984(NAD 83)
 OR1225
 OR1225                          SUPERSEDED SURVEY CONTROL
 OR1225
 OR1225.No superseded survey control is available for this station.
 OR1225
 OR1225_MARKER: DB = BENCH MARK DISK
 OR1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1225_STAMPING: 18-256.51 1975 2047.86
 OR1225_MARK LOGO: SDDT
 OR1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1225+STABILITY: SURFACE MOTION
 OR1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1225+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1225
 OR1225  HISTORY     - Date     Condition        Report By
 OR1225  HISTORY     - 1975     MONUMENTED       SDDT
 OR1225  HISTORY     - 19930919 GOOD             NGS
 OR1225
 OR1225                          STATION DESCRIPTION
 OR1225
 OR1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1225'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1225'IN WINNER, 0.8 KM (0.50 MI) SOUTHEAST OF MILEPOST 256, 23.0 M (75.5
 OR1225'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) SOUTHWEST OF
 OR1225'A FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 OR1225'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OR1225'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1224 ***********************************************************************
 OR1224  DESIGNATION -  18 257.15
 OR1224  PID         -  OR1224
 OR1224  STATE/COUNTY-  SD/TRIPP
 OR1224  COUNTRY     -  US
 OR1224  USGS QUAD   -  WINNER SOUTH (2017)
 OR1224
 OR1224                         *CURRENT SURVEY CONTROL
 OR1224  ______________________________________________________________________
 OR1224* NAD 83(1986) POSITION- 43 19 40.     (N) 099 47 31.     (W)   SCALED
 OR1224* NAVD 88 ORTHO HEIGHT -   621.864 (meters)     2040.23  (feet) ADJUSTED
 OR1224  ______________________________________________________________________
 OR1224  GEOID HEIGHT    -        -25.296 (meters)                     GEOID18
 OR1224  DYNAMIC HEIGHT  -        621.636 (meters)     2039.48  (feet) COMP
 OR1224  MODELED GRAVITY -    980,234.0   (mgal)                       NAVD 88
 OR1224
 OR1224  VERT ORDER      -  FIRST     CLASS II
 OR1224
 OR1224.The horizontal coordinates were scaled from a map and have
 OR1224.an estimated accuracy of +/- 6 seconds.
 OR1224
 OR1224.The orthometric height was determined by differential leveling and
 OR1224.adjusted by the NATIONAL GEODETIC SURVEY
 OR1224.in June 1994.
 OR1224
 OR1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1224.GEOID18 height accuracy estimate available here.
 OR1224
 OR1224.Click photographs - Photos may exist for this station.
 OR1224
 OR1224.The dynamic height is computed by dividing the NAVD 88
 OR1224.geopotential number by the normal gravity value computed on the
 OR1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1224.degrees latitude (g = 980.6199 gals.).
 OR1224
 OR1224.The modeled gravity was interpolated from observed gravity values.
 OR1224
 OR1224;                    North         East    Units  Estimated Accuracy
 OR1224;SPC SD S     -   110,620.      643,910.      MT  (+/- 180 meters Scaled)
 OR1224
 OR1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN357975(NAD 83)
 OR1224
 OR1224                          SUPERSEDED SURVEY CONTROL
 OR1224
 OR1224.No superseded survey control is available for this station.
 OR1224
 OR1224_MARKER: Z = SEE DESCRIPTION
 OR1224_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1224_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1224_STAMPING: 18-257.15 1993
 OR1224_MARK LOGO: NGS
 OR1224_PROJECTION: PROJECTING 10 CENTIMETERS
 OR1224_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1224+STABILITY: POSITION/ELEVATION WELL
 OR1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1224+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR1224_ROD/PIPE-DEPTH: 6.4 meters
 OR1224_SLEEVE-DEPTH  : 3.0 meters
 OR1224
 OR1224  HISTORY     - Date     Condition        Report By
 OR1224  HISTORY     - 1993     MONUMENTED       SDDT
 OR1224  HISTORY     - 19930919 GOOD             NGS
 OR1224  HISTORY     - 20121213 GOOD             INDIV
 OR1224
 OR1224                          STATION DESCRIPTION
 OR1224
 OR1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1224'7.6 KM (4.70 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1224'IN WINNER, 244.0 M (800.5 FT) SOUTHEAST OF MILEPOST 257, 40.0 M
 OR1224'(131.2 FT) SOUTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE INTO A
 OR1224'ROADSIDE PARK, 30.1 M (98.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OR1224'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 OR1224'NORTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) SOUTHWEST
 OR1224'OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 OR1224'BALL EPOXIED TO AN IRON PIPE CAP ATTACHED TO A 1-1/2 INCH METAL PIPE
 OR1224'ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A
 OR1224'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1224
 OR1224                          STATION RECOVERY (2012)
 OR1224
 OR1224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1223 ***********************************************************************
 OR1223  DESIGNATION -  18 257.63
 OR1223  PID         -  OR1223
 OR1223  STATE/COUNTY-  SD/TRIPP
 OR1223  COUNTRY     -  US
 OR1223  USGS QUAD   -  WINNER SOUTH (2017)
 OR1223
 OR1223                         *CURRENT SURVEY CONTROL
 OR1223  ______________________________________________________________________
 OR1223* NAD 83(1986) POSITION- 43 19 16.     (N) 099 47 10.     (W)   SCALED
 OR1223* NAVD 88 ORTHO HEIGHT -   629.498 (meters)     2065.28  (feet) ADJUSTED
 OR1223  ______________________________________________________________________
 OR1223  GEOID HEIGHT    -        -25.284 (meters)                     GEOID18
 OR1223  DYNAMIC HEIGHT  -        629.266 (meters)     2064.52  (feet) COMP
 OR1223  MODELED GRAVITY -    980,232.8   (mgal)                       NAVD 88
 OR1223
 OR1223  VERT ORDER      -  FIRST     CLASS II
 OR1223
 OR1223.The horizontal coordinates were scaled from a map and have
 OR1223.an estimated accuracy of +/- 6 seconds.
 OR1223
 OR1223.The orthometric height was determined by differential leveling and
 OR1223.adjusted by the NATIONAL GEODETIC SURVEY
 OR1223.in June 1994.
 OR1223
 OR1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1223.GEOID18 height accuracy estimate available here.
 OR1223
 OR1223.Click photographs - Photos may exist for this station.
 OR1223
 OR1223.The dynamic height is computed by dividing the NAVD 88
 OR1223.geopotential number by the normal gravity value computed on the
 OR1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1223.degrees latitude (g = 980.6199 gals.).
 OR1223
 OR1223.The modeled gravity was interpolated from observed gravity values.
 OR1223
 OR1223;                    North         East    Units  Estimated Accuracy
 OR1223;SPC SD S     -   109,880.      644,380.      MT  (+/- 180 meters Scaled)
 OR1223
 OR1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN362967(NAD 83)
 OR1223
 OR1223                          SUPERSEDED SURVEY CONTROL
 OR1223
 OR1223.No superseded survey control is available for this station.
 OR1223
 OR1223_MARKER: DB = BENCH MARK DISK
 OR1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1223_STAMPING: 18-257.63 1976 2064.03
 OR1223_MARK LOGO: SDDT
 OR1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1223+STABILITY: SURFACE MOTION
 OR1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR1223+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2012
 OR1223
 OR1223  HISTORY     - Date     Condition        Report By
 OR1223  HISTORY     - 1976     MONUMENTED       SDDT
 OR1223  HISTORY     - 19930919 GOOD             NGS
 OR1223  HISTORY     - 20121214 GOOD             INDIV
 OR1223
 OR1223                          STATION DESCRIPTION
 OR1223
 OR1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1223'8.5 KM (5.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1223'IN WINNER, IN TOP OF AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST
 OR1223'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 OR1223'THUNDER CREEK, 1.2 KM (0.75 MI) SOUTHEAST OF MILEPOST 257, 7.3 M
 OR1223'(24.0 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.8
 OR1223'M (2.6 FT) NORTHEAST OF A WITNESS POST.
 OR1223
 OR1223                          STATION RECOVERY (2012)
 OR1223
 OR1223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1222 ***********************************************************************
 OR1222  DESIGNATION -  18 257.68
 OR1222  PID         -  OR1222
 OR1222  STATE/COUNTY-  SD/TRIPP
 OR1222  COUNTRY     -  US
 OR1222  USGS QUAD   -  WINNER SOUTH (2017)
 OR1222
 OR1222                         *CURRENT SURVEY CONTROL
 OR1222  ______________________________________________________________________
 OR1222* NAD 83(1986) POSITION- 43 19 15.     (N) 099 47 08.     (W)   SCALED
 OR1222* NAVD 88 ORTHO HEIGHT -   625.453 (meters)     2052.01  (feet) ADJUSTED
 OR1222  ______________________________________________________________________
 OR1222  GEOID HEIGHT    -        -25.284 (meters)                     GEOID18
 OR1222  DYNAMIC HEIGHT  -        625.223 (meters)     2051.25  (feet) COMP
 OR1222  MODELED GRAVITY -    980,232.7   (mgal)                       NAVD 88
 OR1222
 OR1222  VERT ORDER      -  FIRST     CLASS II
 OR1222
 OR1222.The horizontal coordinates were scaled from a map and have
 OR1222.an estimated accuracy of +/- 6 seconds.
 OR1222
 OR1222.The orthometric height was determined by differential leveling and
 OR1222.adjusted by the NATIONAL GEODETIC SURVEY
 OR1222.in June 1994.
 OR1222
 OR1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1222.GEOID18 height accuracy estimate available here.
 OR1222
 OR1222.Click photographs - Photos may exist for this station.
 OR1222
 OR1222.The dynamic height is computed by dividing the NAVD 88
 OR1222.geopotential number by the normal gravity value computed on the
 OR1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1222.degrees latitude (g = 980.6199 gals.).
 OR1222
 OR1222.The modeled gravity was interpolated from observed gravity values.
 OR1222
 OR1222;                    North         East    Units  Estimated Accuracy
 OR1222;SPC SD S     -   109,850.      644,430.      MT  (+/- 180 meters Scaled)
 OR1222
 OR1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN363967(NAD 83)
 OR1222
 OR1222                          SUPERSEDED SURVEY CONTROL
 OR1222
 OR1222.No superseded survey control is available for this station.
 OR1222
 OR1222_MARKER: DB = BENCH MARK DISK
 OR1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1222_STAMPING: 18-257.68 1976 2050.80
 OR1222_MARK LOGO: SDDT
 OR1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1222+STABILITY: SURFACE MOTION
 OR1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1222+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2012
 OR1222
 OR1222  HISTORY     - Date     Condition        Report By
 OR1222  HISTORY     - 1976     MONUMENTED       SDDT
 OR1222  HISTORY     - 19930919 GOOD             NGS
 OR1222  HISTORY     - 20121214 GOOD             INDIV
 OR1222
 OR1222                          STATION DESCRIPTION
 OR1222
 OR1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1222'8.6 KM (5.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1222'IN WINNER, 1.3 KM (0.80 MI) SOUTHEAST OF MILEPOST 257, 57.2 M (187.7
 OR1222'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGHWAY BRIDGE SPANNING
 OR1222'THUNDER CREEK, 33.2 M (108.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1222'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 OR1222'SOUTHWEST OF A FENCE, 0.1 M (0.3 FT) NORTHWEST OF A WITNESS POST, 0.1
 OR1222'M (0.3 FT) SOUTH OF A STATE WITNESS POST, AND THE MONUMENT PROJECTS
 OR1222'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1222
 OR1222                          STATION RECOVERY (2012)
 OR1222
 OR1222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1221 ***********************************************************************
 OR1221  DESIGNATION -  18 258.78
 OR1221  PID         -  OR1221
 OR1221  STATE/COUNTY-  SD/TRIPP
 OR1221  COUNTRY     -  US
 OR1221  USGS QUAD   -  WINNER SOUTH (2017)
 OR1221
 OR1221                         *CURRENT SURVEY CONTROL
 OR1221  ______________________________________________________________________
 OR1221* NAD 83(1986) POSITION- 43 18 22.     (N) 099 46 35.     (W)   SCALED
 OR1221* NAVD 88 ORTHO HEIGHT -   645.491 (meters)     2117.75  (feet) ADJUSTED
 OR1221  ______________________________________________________________________
 OR1221  GEOID HEIGHT    -        -25.250 (meters)                     GEOID18
 OR1221  DYNAMIC HEIGHT  -        645.252 (meters)     2116.96  (feet) COMP
 OR1221  MODELED GRAVITY -    980,230.2   (mgal)                       NAVD 88
 OR1221
 OR1221  VERT ORDER      -  FIRST     CLASS II
 OR1221
 OR1221.The horizontal coordinates were scaled from a map and have
 OR1221.an estimated accuracy of +/- 6 seconds.
 OR1221
 OR1221.The orthometric height was determined by differential leveling and
 OR1221.adjusted by the NATIONAL GEODETIC SURVEY
 OR1221.in June 1994.
 OR1221
 OR1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1221.GEOID18 height accuracy estimate available here.
 OR1221
 OR1221.Click photographs - Photos may exist for this station.
 OR1221
 OR1221.The dynamic height is computed by dividing the NAVD 88
 OR1221.geopotential number by the normal gravity value computed on the
 OR1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1221.degrees latitude (g = 980.6199 gals.).
 OR1221
 OR1221.The modeled gravity was interpolated from observed gravity values.
 OR1221
 OR1221;                    North         East    Units  Estimated Accuracy
 OR1221;SPC SD S     -   108,220.      645,180.      MT  (+/- 180 meters Scaled)
 OR1221
 OR1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN370951(NAD 83)
 OR1221
 OR1221                          SUPERSEDED SURVEY CONTROL
 OR1221
 OR1221.No superseded survey control is available for this station.
 OR1221
 OR1221_MARKER: DB = BENCH MARK DISK
 OR1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1221_STAMPING: 18-258.78 1976 2116.43
 OR1221_MARK LOGO: SDDT
 OR1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1221+STABILITY: SURFACE MOTION
 OR1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1221+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 OR1221
 OR1221  HISTORY     - Date     Condition        Report By
 OR1221  HISTORY     - 1976     MONUMENTED       SDDT
 OR1221  HISTORY     - 19930919 GOOD             NGS
 OR1221  HISTORY     - 20120214 GOOD             INDIV
 OR1221
 OR1221                          STATION DESCRIPTION
 OR1221
 OR1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1221'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1221'IN WINNER, 353.0 M (1158.1 FT) NORTHWEST OF MILEPOST 259, 30.8 M
 OR1221'(101.0 FT) SOUTHWEST OF A UTILITY POLE AND FENCE, 22.3 M (73.2 FT)
 OR1221'NORTHEAST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL
 OR1221'OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, 0.1 M
 OR1221'(0.3 FT) SOUTHEAST OF A STATE WITNESS POST, AND THE MONUMENT IS FLUSH
 OR1221'WITH THE GROUND SURFACE.
 OR1221
 OR1221                          STATION RECOVERY (2012)
 OR1221
 OR1221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1220 ***********************************************************************
 OR1220  DESIGNATION -  18 259.80
 OR1220  PID         -  OR1220
 OR1220  STATE/COUNTY-  SD/TRIPP
 OR1220  COUNTRY     -  US
 OR1220  USGS QUAD   -  WINNER SOUTH (2017)
 OR1220
 OR1220                         *CURRENT SURVEY CONTROL
 OR1220  ______________________________________________________________________
 OR1220* NAD 83(1986) POSITION- 43 17 49.     (N) 099 45 50.     (W)   SCALED
 OR1220* NAVD 88 ORTHO HEIGHT -   657.948 (meters)     2158.62  (feet) ADJUSTED
 OR1220  ______________________________________________________________________
 OR1220  GEOID HEIGHT    -        -25.241 (meters)                     GEOID18
 OR1220  DYNAMIC HEIGHT  -        657.704 (meters)     2157.82  (feet) COMP
 OR1220  MODELED GRAVITY -    980,228.6   (mgal)                       NAVD 88
 OR1220
 OR1220  VERT ORDER      -  FIRST     CLASS II
 OR1220
 OR1220.The horizontal coordinates were scaled from a map and have
 OR1220.an estimated accuracy of +/- 6 seconds.
 OR1220
 OR1220.The orthometric height was determined by differential leveling and
 OR1220.adjusted by the NATIONAL GEODETIC SURVEY
 OR1220.in June 1994.
 OR1220
 OR1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1220.GEOID18 height accuracy estimate available here.
 OR1220
 OR1220.Click photographs - Photos may exist for this station.
 OR1220
 OR1220.The dynamic height is computed by dividing the NAVD 88
 OR1220.geopotential number by the normal gravity value computed on the
 OR1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1220.degrees latitude (g = 980.6199 gals.).
 OR1220
 OR1220.The modeled gravity was interpolated from observed gravity values.
 OR1220
 OR1220;                    North         East    Units  Estimated Accuracy
 OR1220;SPC SD S     -   107,210.      646,210.      MT  (+/- 180 meters Scaled)
 OR1220
 OR1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN380940(NAD 83)
 OR1220
 OR1220                          SUPERSEDED SURVEY CONTROL
 OR1220
 OR1220.No superseded survey control is available for this station.
 OR1220
 OR1220_MARKER: DB = BENCH MARK DISK
 OR1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1220_STAMPING: 18-259.80 1976 2157.44
 OR1220_MARK LOGO: SDDT
 OR1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1220+STABILITY: SURFACE MOTION
 OR1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1220+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 OR1220
 OR1220  HISTORY     - Date     Condition        Report By
 OR1220  HISTORY     - 1976     MONUMENTED       SDDT
 OR1220  HISTORY     - 19930919 GOOD             NGS
 OR1220  HISTORY     - 20120214 GOOD             INDIV
 OR1220
 OR1220                          STATION DESCRIPTION
 OR1220
 OR1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1220'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1220'IN WINNER, 1.3 KM (0.80 MI) SOUTHEAST OF MILEPOST 259, 59.0 M (193.6
 OR1220'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 40.3 M (132.2 FT) SOUTH OF A
 OR1220'UTILITY POLE AND FENCE, 29.3 M (96.1 FT) NORTHEAST OF A FENCE, 1.0 M
 OR1220'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTHEAST OF
 OR1220'A WITNESS POST, 0.1 M (0.3 FT) SOUTHEAST OF A STATE WITNESS POST, AND
 OR1220'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1220
 OR1220                          STATION RECOVERY (2012)
 OR1220
 OR1220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1219 ***********************************************************************
 OR1219  DESIGNATION -  18 261.20
 OR1219  PID         -  OR1219
 OR1219  STATE/COUNTY-  SD/TRIPP
 OR1219  COUNTRY     -  US
 OR1219  USGS QUAD   -  COLOME (2017)
 OR1219
 OR1219                         *CURRENT SURVEY CONTROL
 OR1219  ______________________________________________________________________
 OR1219* NAD 83(1986) POSITION- 43 17 00.     (N) 099 44 29.     (W)   SCALED
 OR1219* NAVD 88 ORTHO HEIGHT -   683.349 (meters)     2241.95  (feet) ADJUSTED
 OR1219  ______________________________________________________________________
 OR1219  GEOID HEIGHT    -        -25.237 (meters)                     GEOID18
 OR1219  DYNAMIC HEIGHT  -        683.095 (meters)     2241.12  (feet) COMP
 OR1219  MODELED GRAVITY -    980,226.4   (mgal)                       NAVD 88
 OR1219
 OR1219  VERT ORDER      -  FIRST     CLASS II
 OR1219
 OR1219.The horizontal coordinates were scaled from a map and have
 OR1219.an estimated accuracy of +/- 6 seconds.
 OR1219
 OR1219.The orthometric height was determined by differential leveling and
 OR1219.adjusted by the NATIONAL GEODETIC SURVEY
 OR1219.in June 1994.
 OR1219
 OR1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1219.GEOID18 height accuracy estimate available here.
 OR1219
 OR1219.Click photographs - Photos may exist for this station.
 OR1219
 OR1219.The dynamic height is computed by dividing the NAVD 88
 OR1219.geopotential number by the normal gravity value computed on the
 OR1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1219.degrees latitude (g = 980.6199 gals.).
 OR1219
 OR1219.The modeled gravity was interpolated from observed gravity values.
 OR1219
 OR1219;                    North         East    Units  Estimated Accuracy
 OR1219;SPC SD S     -   105,710.      648,040.      MT  (+/- 180 meters Scaled)
 OR1219
 OR1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN398925(NAD 83)
 OR1219
 OR1219                          SUPERSEDED SURVEY CONTROL
 OR1219
 OR1219.No superseded survey control is available for this station.
 OR1219
 OR1219_MARKER: DB = BENCH MARK DISK
 OR1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1219_STAMPING: 18-261.20 1976 2240.81
 OR1219_MARK LOGO: SDDT
 OR1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1219+STABILITY: SURFACE MOTION
 OR1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1219+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 OR1219
 OR1219  HISTORY     - Date     Condition        Report By
 OR1219  HISTORY     - 1976     MONUMENTED       SDDT
 OR1219  HISTORY     - 19930919 GOOD             NGS
 OR1219  HISTORY     - 20120214 GOOD             INDIV
 OR1219
 OR1219                          STATION DESCRIPTION
 OR1219
 OR1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1219'14.2 KM (8.80 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1219'IN WINNER, 324.0 M (1063.0 FT) SOUTHEAST OF MILEPOST 261, 25.9 M
 OR1219'(85.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 21.0 M (68.9 FT) SOUTH
 OR1219'OF A FENCE CORNER, 5.4 M (17.7 FT) SOUTH OF UTILITY POLE NUMBER 540
 OR1219'WITH LINES CROSSING THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OR1219'THE HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 OR1219'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OR1219
 OR1219                          STATION RECOVERY (2012)
 OR1219
 OR1219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1218 ***********************************************************************
 OR1218  DESIGNATION -  18 261.76
 OR1218  PID         -  OR1218
 OR1218  STATE/COUNTY-  SD/TRIPP
 OR1218  COUNTRY     -  US
 OR1218  USGS QUAD   -  COLOME (2017)
 OR1218
 OR1218                         *CURRENT SURVEY CONTROL
 OR1218  ______________________________________________________________________
 OR1218* NAD 83(1986) POSITION- 43 16 40.     (N) 099 43 56.     (W)   SCALED
 OR1218* NAVD 88 ORTHO HEIGHT -   692.555 (meters)     2272.16  (feet) ADJUSTED
 OR1218  ______________________________________________________________________
 OR1218  GEOID HEIGHT    -        -25.236 (meters)                     GEOID18
 OR1218  DYNAMIC HEIGHT  -        692.297 (meters)     2271.31  (feet) COMP
 OR1218  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 OR1218
 OR1218  VERT ORDER      -  FIRST     CLASS II
 OR1218
 OR1218.The horizontal coordinates were scaled from a map and have
 OR1218.an estimated accuracy of +/- 6 seconds.
 OR1218
 OR1218.The orthometric height was determined by differential leveling and
 OR1218.adjusted by the NATIONAL GEODETIC SURVEY
 OR1218.in June 1994.
 OR1218
 OR1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1218.GEOID18 height accuracy estimate available here.
 OR1218
 OR1218.Click photographs - Photos may exist for this station.
 OR1218
 OR1218.The dynamic height is computed by dividing the NAVD 88
 OR1218.geopotential number by the normal gravity value computed on the
 OR1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1218.degrees latitude (g = 980.6199 gals.).
 OR1218
 OR1218.The modeled gravity was interpolated from observed gravity values.
 OR1218
 OR1218;                    North         East    Units  Estimated Accuracy
 OR1218;SPC SD S     -   105,100.      648,790.      MT  (+/- 180 meters Scaled)
 OR1218
 OR1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN405919(NAD 83)
 OR1218
 OR1218                          SUPERSEDED SURVEY CONTROL
 OR1218
 OR1218.No superseded survey control is available for this station.
 OR1218
 OR1218_MARKER: DB = BENCH MARK DISK
 OR1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1218_STAMPING: 18-261.76 1976 2271.22
 OR1218_MARK LOGO: SDDT
 OR1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1218+STABILITY: SURFACE MOTION
 OR1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1218+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 OR1218
 OR1218  HISTORY     - Date     Condition        Report By
 OR1218  HISTORY     - 1976     MONUMENTED       SDDT
 OR1218  HISTORY     - 19930919 GOOD             NGS
 OR1218  HISTORY     - 20120214 GOOD             INDIV
 OR1218
 OR1218                          STATION DESCRIPTION
 OR1218
 OR1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1218'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1218'IN WINNER, 1.2 KM (0.75 MI) SOUTHEAST OF MILEPOST 261, 21.0 M (68.9
 OR1218'FT) SOUTHWEST OF A FENCE, 17.6 M (57.7 FT) NORTHEAST OF THE HIGHWAY
 OR1218'CENTERLINE, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3
 OR1218'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OR1218'GROUND SURFACE.
 OR1218
 OR1218                          STATION RECOVERY (2012)
 OR1218
 OR1218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1217 ***********************************************************************
 OR1217  DESIGNATION -  18 262.56
 OR1217  PID         -  OR1217
 OR1217  STATE/COUNTY-  SD/TRIPP
 OR1217  COUNTRY     -  US
 OR1217  USGS QUAD   -  COLOME (2017)
 OR1217
 OR1217                         *CURRENT SURVEY CONTROL
 OR1217  ______________________________________________________________________
 OR1217* NAD 83(1986) POSITION- 43 16 17.     (N) 099 43 17.     (W)   SCALED
 OR1217* NAVD 88 ORTHO HEIGHT -   698.513 (meters)     2291.70  (feet) ADJUSTED
 OR1217  ______________________________________________________________________
 OR1217  GEOID HEIGHT    -        -25.237 (meters)                     GEOID18
 OR1217  DYNAMIC HEIGHT  -        698.252 (meters)     2290.85  (feet) COMP
 OR1217  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 OR1217
 OR1217  VERT ORDER      -  FIRST     CLASS II
 OR1217
 OR1217.The horizontal coordinates were scaled from a map and have
 OR1217.an estimated accuracy of +/- 6 seconds.
 OR1217
 OR1217.The orthometric height was determined by differential leveling and
 OR1217.adjusted by the NATIONAL GEODETIC SURVEY
 OR1217.in June 1994.
 OR1217
 OR1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1217.GEOID18 height accuracy estimate available here.
 OR1217
 OR1217.Click photographs - Photos may exist for this station.
 OR1217
 OR1217.The dynamic height is computed by dividing the NAVD 88
 OR1217.geopotential number by the normal gravity value computed on the
 OR1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1217.degrees latitude (g = 980.6199 gals.).
 OR1217
 OR1217.The modeled gravity was interpolated from observed gravity values.
 OR1217
 OR1217;                    North         East    Units  Estimated Accuracy
 OR1217;SPC SD S     -   104,390.      649,670.      MT  (+/- 180 meters Scaled)
 OR1217
 OR1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN414912(NAD 83)
 OR1217
 OR1217                          SUPERSEDED SURVEY CONTROL
 OR1217
 OR1217.No superseded survey control is available for this station.
 OR1217
 OR1217_MARKER: DB = BENCH MARK DISK
 OR1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1217_STAMPING: 18-262.56 1976 2290.70
 OR1217_MARK LOGO: SDDT
 OR1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1217+STABILITY: SURFACE MOTION
 OR1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1217+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 OR1217
 OR1217  HISTORY     - Date     Condition        Report By
 OR1217  HISTORY     - 1976     MONUMENTED       SDDT
 OR1217  HISTORY     - 19930919 GOOD             NGS
 OR1217  HISTORY     - 20120214 GOOD             INDIV
 OR1217
 OR1217                          STATION DESCRIPTION
 OR1217
 OR1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1217'16.4 KM (10.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR1217'COURTHOUSE IN WINNER, 0.8 KM (0.50 MI) SOUTHEAST OF MILEPOST 262,
 OR1217'53.5 M (175.5 FT) SOUTHWEST OF A UTILITY POLE, 30.0 M (98.4 FT)
 OR1217'NORTHEAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL
 OR1217'OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, 0.1 M
 OR1217'(0.3 FT) SOUTHEAST OF A STATE WITNESS POST, AND THE MONUMENT IS FLUSH
 OR1217'WITH THE GROUND SURFACE.
 OR1217
 OR1217                          STATION RECOVERY (2012)
 OR1217
 OR1217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1215 ***********************************************************************
 OR1215  DESIGNATION -  18 263.05
 OR1215  PID         -  OR1215
 OR1215  STATE/COUNTY-  SD/TRIPP
 OR1215  COUNTRY     -  US
 OR1215  USGS QUAD   -  COLOME (2017)
 OR1215
 OR1215                         *CURRENT SURVEY CONTROL
 OR1215  ______________________________________________________________________
 OR1215* NAD 83(1986) POSITION- 43 15 51.27   (N) 099 42 58.67   (W)   HD_HELD1
 OR1215* NAVD 88 ORTHO HEIGHT -   693.363 (meters)     2274.81  (feet) ADJUSTED
 OR1215  ______________________________________________________________________
 OR1215  GEOID HEIGHT    -        -25.224 (meters)                     GEOID18
 OR1215  DYNAMIC HEIGHT  -        693.104 (meters)     2273.96  (feet) COMP
 OR1215  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 OR1215
 OR1215  VERT ORDER      -  FIRST     CLASS II
 OR1215
 OR1215.The horizontal coordinates were determined by differentially corrected
 OR1215.hand held GPS observations or other comparable positioning techniques
 OR1215.and have an estimated accuracy of +/- 3 meters.
 OR1215
 OR1215.The orthometric height was determined by differential leveling and
 OR1215.adjusted by the NATIONAL GEODETIC SURVEY
 OR1215.in June 1994.
 OR1215
 OR1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1215.GEOID18 height accuracy estimate available here.
 OR1215
 OR1215.Click photographs - Photos may exist for this station.
 OR1215
 OR1215.The dynamic height is computed by dividing the NAVD 88
 OR1215.geopotential number by the normal gravity value computed on the
 OR1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1215.degrees latitude (g = 980.6199 gals.).
 OR1215
 OR1215.The modeled gravity was interpolated from observed gravity values.
 OR1215
 OR1215;                    North         East    Units  Estimated Accuracy
 OR1215;SPC SD S     -   103,601.6     650,093.4     MT  (+/- 3 meters HH1 GPS) 
 OR1215
 OR1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4186690408(NAD 83)
 OR1215
 OR1215                          SUPERSEDED SURVEY CONTROL
 OR1215
 OR1215.No superseded survey control is available for this station.
 OR1215
 OR1215_MARKER: Z = SEE DESCRIPTION
 OR1215_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1215_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1215_STAMPING: 18-263.05 1993
 OR1215_MARK LOGO: NGS
 OR1215_PROJECTION: PROJECTING 10 CENTIMETERS
 OR1215_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1215+STABILITY: POSITION/ELEVATION WELL
 OR1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1215+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 OR1215_ROD/PIPE-DEPTH: 6.4 meters
 OR1215_SLEEVE-DEPTH  : 3.0 meters
 OR1215
 OR1215  HISTORY     - Date     Condition        Report By
 OR1215  HISTORY     - 1993     MONUMENTED       SDDT
 OR1215  HISTORY     - 19930919 GOOD             NGS
 OR1215  HISTORY     - 20120214 GOOD             INDIV
 OR1215
 OR1215                          STATION DESCRIPTION
 OR1215
 OR1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1215'17.2 KM (10.70 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR1215'COURTHOUSE IN WINNER, 43.3 M (142.1 FT) SOUTHEAST OF MILEPOST 263,
 OR1215'15.5 M (50.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.1 M (23.3 FT)
 OR1215'SOUTHEAST OF THE CENTER OF A PAVED ROAD, 0.5 M (1.6 FT) BELOW THE
 OR1215'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND
 OR1215'FENCE, AND 0.3 M (1.0 FT) SOUTHWEST OF A METAL GUARD POST.  NOTE--THE
 OR1215'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 OR1215'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 OR1215'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OR1215'THEN THROUGH A 4-INCH PVC CAP.
 OR1215
 OR1215                          STATION RECOVERY (2012)
 OR1215
 OR1215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1214 ***********************************************************************
 OR1214  DESIGNATION -  18 264.10
 OR1214  PID         -  OR1214
 OR1214  STATE/COUNTY-  SD/TRIPP
 OR1214  COUNTRY     -  US
 OR1214  USGS QUAD   -  COLOME (2017)
 OR1214
 OR1214                         *CURRENT SURVEY CONTROL
 OR1214  ______________________________________________________________________
 OR1214* NAD 83(1986) POSITION- 43 15 14.     (N) 099 42 07.     (W)   SCALED
 OR1214* NAVD 88 ORTHO HEIGHT -   685.257 (meters)     2248.21  (feet) ADJUSTED
 OR1214  ______________________________________________________________________
 OR1214  GEOID HEIGHT    -        -25.223 (meters)                     GEOID18
 OR1214  DYNAMIC HEIGHT  -        684.999 (meters)     2247.37  (feet) COMP
 OR1214  MODELED GRAVITY -    980,222.1   (mgal)                       NAVD 88
 OR1214
 OR1214  VERT ORDER      -  FIRST     CLASS II
 OR1214
 OR1214.The horizontal coordinates were scaled from a map and have
 OR1214.an estimated accuracy of +/- 6 seconds.
 OR1214
 OR1214.The orthometric height was determined by differential leveling and
 OR1214.adjusted by the NATIONAL GEODETIC SURVEY
 OR1214.in June 1994.
 OR1214
 OR1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1214.GEOID18 height accuracy estimate available here.
 OR1214
 OR1214.Click photographs - Photos may exist for this station.
 OR1214
 OR1214.The dynamic height is computed by dividing the NAVD 88
 OR1214.geopotential number by the normal gravity value computed on the
 OR1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1214.degrees latitude (g = 980.6199 gals.).
 OR1214
 OR1214.The modeled gravity was interpolated from observed gravity values.
 OR1214
 OR1214;                    North         East    Units  Estimated Accuracy
 OR1214;SPC SD S     -   102,460.      651,270.      MT  (+/- 180 meters Scaled)
 OR1214
 OR1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN430892(NAD 83)
 OR1214
 OR1214                          SUPERSEDED SURVEY CONTROL
 OR1214
 OR1214.No superseded survey control is available for this station.
 OR1214
 OR1214_MARKER: DB = BENCH MARK DISK
 OR1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1214_STAMPING: 18-264.10 1993
 OR1214_MARK LOGO: SDDT
 OR1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1214+STABILITY: SURFACE MOTION
 OR1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1214+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1214
 OR1214  HISTORY     - Date     Condition        Report By
 OR1214  HISTORY     - 1993     MONUMENTED       SDDT
 OR1214  HISTORY     - 19930919 GOOD             NGS
 OR1214
 OR1214                          STATION DESCRIPTION
 OR1214
 OR1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1214'19.4 KM (12.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR1214'COURTHOUSE IN WINNER, 1.1 KM (0.70 MI) EAST OF THE INTERSECTION OF
 OR1214'U.S. HIGHWAY 183, 215.0 M (705.4 FT) SOUTHEAST OF MILEPOST 264, 34.3
 OR1214'M (112.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT)
 OR1214'BELOW THE LEVEL OF THE HIGHWAY, 2.5 M (8.2 FT) SOUTHWEST OF A FENCE
 OR1214'CORNER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OR1214'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1213 ***********************************************************************
 OR1213  DESIGNATION -  18 265.20
 OR1213  PID         -  OR1213
 OR1213  STATE/COUNTY-  SD/TRIPP
 OR1213  COUNTRY     -  US
 OR1213  USGS QUAD   -  DALLAS NW (2017)
 OR1213
 OR1213                         *CURRENT SURVEY CONTROL
 OR1213  ______________________________________________________________________
 OR1213* NAD 83(1986) POSITION- 43 14 50.     (N) 099 40 58.     (W)   SCALED
 OR1213* NAVD 88 ORTHO HEIGHT -   681.352 (meters)     2235.40  (feet) ADJUSTED
 OR1213  ______________________________________________________________________
 OR1213  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 OR1213  DYNAMIC HEIGHT  -        681.095 (meters)     2234.56  (feet) COMP
 OR1213  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 OR1213
 OR1213  VERT ORDER      -  FIRST     CLASS II
 OR1213
 OR1213.The horizontal coordinates were scaled from a map and have
 OR1213.an estimated accuracy of +/- 6 seconds.
 OR1213
 OR1213.The orthometric height was determined by differential leveling and
 OR1213.adjusted by the NATIONAL GEODETIC SURVEY
 OR1213.in June 1994.
 OR1213
 OR1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1213.GEOID18 height accuracy estimate available here.
 OR1213
 OR1213.Click photographs - Photos may exist for this station.
 OR1213
 OR1213.The dynamic height is computed by dividing the NAVD 88
 OR1213.geopotential number by the normal gravity value computed on the
 OR1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1213.degrees latitude (g = 980.6199 gals.).
 OR1213
 OR1213.The modeled gravity was interpolated from observed gravity values.
 OR1213
 OR1213;                    North         East    Units  Estimated Accuracy
 OR1213;SPC SD S     -   101,730.      652,830.      MT  (+/- 180 meters Scaled)
 OR1213
 OR1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN445884(NAD 83)
 OR1213
 OR1213                          SUPERSEDED SURVEY CONTROL
 OR1213
 OR1213.No superseded survey control is available for this station.
 OR1213
 OR1213_MARKER: DB = BENCH MARK DISK
 OR1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1213_STAMPING: 18-265.20 1993
 OR1213_MARK LOGO: SDDT
 OR1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1213+STABILITY: SURFACE MOTION
 OR1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1213+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1213
 OR1213  HISTORY     - Date     Condition        Report By
 OR1213  HISTORY     - 1993     MONUMENTED       SDDT
 OR1213  HISTORY     - 19930919 GOOD             NGS
 OR1213
 OR1213                          STATION DESCRIPTION
 OR1213
 OR1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1213'21.2 KM (13.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR1213'COURTHOUSE IN WINNER, 271.0 M (889.1 FT) SOUTHEAST OF MILEPOST 265,
 OR1213'30.0 M (98.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 10.0 M (32.8
 OR1213'FT) NORTHWEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 OR1213'THE HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE,
 OR1213'AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OR1213'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1212 ***********************************************************************
 OR1212  DESIGNATION -  18 266.30
 OR1212  PID         -  OR1212
 OR1212  STATE/COUNTY-  SD/TRIPP
 OR1212  COUNTRY     -  US
 OR1212  USGS QUAD   -  DALLAS NW (2017)
 OR1212
 OR1212                         *CURRENT SURVEY CONTROL
 OR1212  ______________________________________________________________________
 OR1212* NAD 83(1986) POSITION- 43 14 27.     (N) 099 39 52.     (W)   SCALED
 OR1212* NAVD 88 ORTHO HEIGHT -   679.594 (meters)     2229.63  (feet) ADJUSTED
 OR1212  ______________________________________________________________________
 OR1212  GEOID HEIGHT    -        -25.266 (meters)                     GEOID18
 OR1212  DYNAMIC HEIGHT  -        679.337 (meters)     2228.79  (feet) COMP
 OR1212  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 OR1212
 OR1212  VERT ORDER      -  FIRST     CLASS II
 OR1212
 OR1212.The horizontal coordinates were scaled from a map and have
 OR1212.an estimated accuracy of +/- 6 seconds.
 OR1212
 OR1212.The orthometric height was determined by differential leveling and
 OR1212.adjusted by the NATIONAL GEODETIC SURVEY
 OR1212.in June 1994.
 OR1212
 OR1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1212.GEOID18 height accuracy estimate available here.
 OR1212
 OR1212.Click photographs - Photos may exist for this station.
 OR1212
 OR1212.The dynamic height is computed by dividing the NAVD 88
 OR1212.geopotential number by the normal gravity value computed on the
 OR1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1212.degrees latitude (g = 980.6199 gals.).
 OR1212
 OR1212.The modeled gravity was interpolated from observed gravity values.
 OR1212
 OR1212;                    North         East    Units  Estimated Accuracy
 OR1212;SPC SD S     -   101,030.      654,320.      MT  (+/- 180 meters Scaled)
 OR1212
 OR1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN460877(NAD 83)
 OR1212
 OR1212                          SUPERSEDED SURVEY CONTROL
 OR1212
 OR1212.No superseded survey control is available for this station.
 OR1212
 OR1212_MARKER: DB = BENCH MARK DISK
 OR1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1212_STAMPING: 18-266.30 1993
 OR1212_MARK LOGO: SDDT
 OR1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1212+STABILITY: SURFACE MOTION
 OR1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1212+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1212
 OR1212  HISTORY     - Date     Condition        Report By
 OR1212  HISTORY     - 1993     MONUMENTED       SDDT
 OR1212  HISTORY     - 19930919 GOOD             NGS
 OR1212
 OR1212                          STATION DESCRIPTION
 OR1212
 OR1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1212'22.9 KM (14.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR1212'COURTHOUSE IN WINNER, 412.0 M (1351.7 FT) SOUTHEAST OF MILEPOST 266,
 OR1212'50.0 M (164.0 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING
 OR1212'NORTH, 30.2 M (99.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.2 M
 OR1212'(13.8 FT) SOUTHEAST OF A UTILITY POLE, 1.2 M (3.9 FT) SOUTHEAST OF A
 OR1212'FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 OR1212'(0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 OR1212'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1211 ***********************************************************************
 OR1211  DESIGNATION -  18 267.30
 OR1211  PID         -  OR1211
 OR1211  STATE/COUNTY-  SD/TRIPP
 OR1211  COUNTRY     -  US
 OR1211  USGS QUAD   -  DALLAS NW (2017)
 OR1211
 OR1211                         *CURRENT SURVEY CONTROL
 OR1211  ______________________________________________________________________
 OR1211* NAD 83(1986) POSITION- 43 14 09.     (N) 099 38 35.     (W)   SCALED
 OR1211* NAVD 88 ORTHO HEIGHT -   672.535 (meters)     2206.48  (feet) ADJUSTED
 OR1211  ______________________________________________________________________
 OR1211  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 OR1211  DYNAMIC HEIGHT  -        672.280 (meters)     2205.64  (feet) COMP
 OR1211  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 OR1211
 OR1211  VERT ORDER      -  FIRST     CLASS II
 OR1211
 OR1211.The horizontal coordinates were scaled from a map and have
 OR1211.an estimated accuracy of +/- 6 seconds.
 OR1211
 OR1211.The orthometric height was determined by differential leveling and
 OR1211.adjusted by the NATIONAL GEODETIC SURVEY
 OR1211.in June 1994.
 OR1211
 OR1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1211.GEOID18 height accuracy estimate available here.
 OR1211
 OR1211.Click photographs - Photos may exist for this station.
 OR1211
 OR1211.The dynamic height is computed by dividing the NAVD 88
 OR1211.geopotential number by the normal gravity value computed on the
 OR1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1211.degrees latitude (g = 980.6199 gals.).
 OR1211
 OR1211.The modeled gravity was interpolated from observed gravity values.
 OR1211
 OR1211;                    North         East    Units  Estimated Accuracy
 OR1211;SPC SD S     -   100,490.      656,070.      MT  (+/- 180 meters Scaled)
 OR1211
 OR1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN477872(NAD 83)
 OR1211
 OR1211                          SUPERSEDED SURVEY CONTROL
 OR1211
 OR1211.No superseded survey control is available for this station.
 OR1211
 OR1211_MARKER: DB = BENCH MARK DISK
 OR1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1211_STAMPING: 18-267.30 1993
 OR1211_MARK LOGO: SDDT
 OR1211_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1211+STABILITY: SURFACE MOTION
 OR1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1211+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1211
 OR1211  HISTORY     - Date     Condition        Report By
 OR1211  HISTORY     - 1993     MONUMENTED       SDDT
 OR1211  HISTORY     - 19930919 GOOD             NGS
 OR1211
 OR1211                          STATION DESCRIPTION
 OR1211
 OR1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1211'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR1211'COURTHOUSE IN WINNER, 656.0 M (2152.2 FT) SOUTHEAST OF MILEPOST 267,
 OR1211'29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.3 M (66.6 FT)
 OR1211'EAST OF A UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) BELOW THE
 OR1211'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.2 M (0.7
 OR1211'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 OR1211'0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1210 ***********************************************************************
 OR1210  CBN         -  This is a Cooperative Base Network Control Station.
 OR1210  DESIGNATION -  18 267.90
 OR1210  PID         -  OR1210
 OR1210  STATE/COUNTY-  SD/TRIPP
 OR1210  COUNTRY     -  US
 OR1210  USGS QUAD   -  DALLAS NW (2017)
 OR1210
 OR1210                         *CURRENT SURVEY CONTROL
 OR1210  ______________________________________________________________________
 OR1210* NAD 83(2011) POSITION- 43 14 07.72181(N) 099 37 56.41050(W)   ADJUSTED
 OR1210* NAD 83(2011) ELLIP HT-   643.151 (meters)        (06/27/12)   ADJUSTED
 OR1210* NAD 83(2011) EPOCH   -  2010.00
 OR1210* NAVD 88 ORTHO HEIGHT -   668.471 (meters)     2193.14  (feet) ADJUSTED
 OR1210  ______________________________________________________________________
 OR1210  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 OR1210  NAD 83(2011) X  -   -778,821.996 (meters)                     COMP
 OR1210  NAD 83(2011) Y  - -4,588,920.374 (meters)                     COMP
 OR1210  NAD 83(2011) Z  -  4,347,038.154 (meters)                     COMP
 OR1210  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC18
 OR1210  DYNAMIC HEIGHT  -        668.217 (meters)     2192.31  (feet) COMP
 OR1210  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 OR1210
 OR1210  VERT ORDER      -  FIRST     CLASS II
 OR1210
 OR1210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1210  Standards:
 OR1210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1210  -------------------------------------------------------------------
 OR1210  NETWORK    1.01   2.98           0.47   0.33   1.52     -0.05865318
 OR1210  -------------------------------------------------------------------
 OR1210  Click here for local accuracies and other accuracy information.
 OR1210
 OR1210.The horizontal coordinates were established by GPS observations
 OR1210.and adjusted by the National Geodetic Survey in June 2012.
 OR1210
 OR1210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1210.been affixed to the stable North American tectonic plate. See 
 OR1210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1210
 OR1210.The horizontal coordinates are valid at the epoch date displayed above
 OR1210.which is a decimal equivalence of Year/Month/Day.
 OR1210
 OR1210.The orthometric height was determined by differential leveling and
 OR1210.adjusted by the NATIONAL GEODETIC SURVEY
 OR1210.in June 1994.
 OR1210
 OR1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1210.GEOID18 height accuracy estimate available here.
 OR1210
 OR1210.Click photographs - Photos may exist for this station.
 OR1210
 OR1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1210
 OR1210.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1210
 OR1210.The ellipsoidal height was determined by GPS observations
 OR1210.and is referenced to NAD 83.
 OR1210
 OR1210.The dynamic height is computed by dividing the NAVD 88
 OR1210.geopotential number by the normal gravity value computed on the
 OR1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1210.degrees latitude (g = 980.6199 gals.).
 OR1210
 OR1210.The modeled gravity was interpolated from observed gravity values.
 OR1210
 OR1210. The following values were computed from the NAD 83(2011) position.
 OR1210
 OR1210;                    North         East     Units Scale Factor Converg.
 OR1210;SPC SD S     -   100,460.456   656,936.501   MT  0.99992907   +0 29 00.9
 OR1210;SPC SD S     -   329,594.01  2,155,299.17   sFT  0.99992907   +0 29 00.9
 OR1210;UTM  14      - 4,787,158.878   448,656.507   MT  0.99963243   -0 25 59.4
 OR1210
 OR1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1210!SPC SD S     -   0.99989915  x   0.99992907  =   0.99982823
 OR1210!UTM  14      -   0.99989915  x   0.99963243  =   0.99953162
 OR1210
 OR1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4865687158(NAD 83)
 OR1210
 OR1210                          SUPERSEDED SURVEY CONTROL
 OR1210
 OR1210  NAD 83(2007)-  43 14 07.72184(N)    099 37 56.41130(W) AD(2002.00) 0
 OR1210  ELLIP H (02/10/07)  643.186  (m)                       GP(2002.00)    
 OR1210  ELLIP H (04/15/04)  643.173  (m)                       GP(       ) 2 1
 OR1210  NAD 83(1996)-  43 14 07.72134(N)    099 37 56.41126(W) AD(       ) B
 OR1210  ELLIP H (04/18/97)  643.216  (m)                       GP(       ) 4 1
 OR1210  NAVD 88             668.47   (m)         2193.1    (f) LEVELING    3  
 OR1210
 OR1210.Superseded values are not recommended for survey control.
 OR1210
 OR1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1210.See file dsdata.pdf to determine how the superseded data were derived.
 OR1210
 OR1210_MARKER: Z = SEE DESCRIPTION
 OR1210_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1210_STAMPING: 18-267.90 1993
 OR1210_MARK LOGO: NGS
 OR1210_PROJECTION: FLUSH
 OR1210_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1210+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OR1210_ROD/PIPE-DEPTH: 6.4 meters
 OR1210_SLEEVE-DEPTH  : 1.8 meters
 OR1210
 OR1210  HISTORY     - Date     Condition        Report By
 OR1210  HISTORY     - 1993     MONUMENTED       SDDT
 OR1210  HISTORY     - 19930919 GOOD             NGS
 OR1210  HISTORY     - 19960725 GOOD             NGS
 OR1210  HISTORY     - 20120215 GOOD             INDIV
 OR1210
 OR1210                          STATION DESCRIPTION
 OR1210
 OR1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1210'25.5 KM (15.85 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR1210'COURTHOUSE IN WINNER, 95.0 M (311.7 FT) WEST OF MILEPOST 268, 43.5 M
 OR1210'(142.7 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 21.7
 OR1210'M (71.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE
 OR1210'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 OR1210'FENCE, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE
 OR1210'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 OR1210'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 OR1210'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OR1210'THEN THROUGH A 4-INCH PVC CAP.
 OR1210
 OR1210                          STATION RECOVERY (1996)
 OR1210
 OR1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1210'THE STATION ID LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF DALLAS AND 4.5
 OR1210'MI (7.2 KM) EAST OF COLOME, ON U.S. HIGHWAY 18.  OWNERSHIP--THE STATE
 OR1210'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 OR1210'HIGHWAYS 18 AND 183 SOUTH, AND STATE HIGHWAY 49 IN COLOME, GO EAST ON
 OR1210'U.S. HIGHWAY 18 FOR 4.6 MI (7.4 KM) TO THE STATION ON THE RIGHT. THE
 OR1210'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 OR1210'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 OR1210'LOCATED 94.6 M (310.4 FT) WEST OF MILEPOST 268, 43.5 M (142.7 FT) EAST
 OR1210'OF THE CENTER OF A GRAVELED ROAD, 22.8 M (74.8 FT) SOUTH OF THE
 OR1210'HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 OR1210'M (1.0 FT) SOUTH OF A METAL GUARD POST, 0.3 M (1.0 FT) NORTH OF A
 OR1210'WITNESS POST, AND 0.12 M (0.39 FT) BELOW THE GROUND SURFACE.
 OR1210'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR1210'A 4-INCH PVC CAP.
 OR1210
 OR1210                          STATION RECOVERY (2012)
 OR1210
 OR1210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1209 ***********************************************************************
 OR1209  DESIGNATION -  18 268.30
 OR1209  PID         -  OR1209
 OR1209  STATE/COUNTY-  SD/TRIPP
 OR1209  COUNTRY     -  US
 OR1209  USGS QUAD   -  DALLAS (2017)
 OR1209
 OR1209                         *CURRENT SURVEY CONTROL
 OR1209  ______________________________________________________________________
 OR1209* NAD 83(1986) POSITION- 43 14 08.     (N) 099 37 21.     (W)   SCALED
 OR1209* NAVD 88 ORTHO HEIGHT -   667.649 (meters)     2190.45  (feet) ADJUSTED
 OR1209  ______________________________________________________________________
 OR1209  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 OR1209  DYNAMIC HEIGHT  -        667.395 (meters)     2189.61  (feet) COMP
 OR1209  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 OR1209
 OR1209  VERT ORDER      -  FIRST     CLASS II
 OR1209
 OR1209.The horizontal coordinates were scaled from a map and have
 OR1209.an estimated accuracy of +/- 6 seconds.
 OR1209
 OR1209.The orthometric height was determined by differential leveling and
 OR1209.adjusted by the NATIONAL GEODETIC SURVEY
 OR1209.in June 1994.
 OR1209
 OR1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1209.GEOID18 height accuracy estimate available here.
 OR1209
 OR1209.Click photographs - Photos may exist for this station.
 OR1209
 OR1209.The dynamic height is computed by dividing the NAVD 88
 OR1209.geopotential number by the normal gravity value computed on the
 OR1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1209.degrees latitude (g = 980.6199 gals.).
 OR1209
 OR1209.The modeled gravity was interpolated from observed gravity values.
 OR1209
 OR1209;                    North         East    Units  Estimated Accuracy
 OR1209;SPC SD S     -   100,480.      657,740.      MT  (+/- 180 meters Scaled)
 OR1209
 OR1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN494871(NAD 83)
 OR1209
 OR1209                          SUPERSEDED SURVEY CONTROL
 OR1209
 OR1209.No superseded survey control is available for this station.
 OR1209
 OR1209_MARKER: DB = BENCH MARK DISK
 OR1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1209_STAMPING: 18-268.30 1993
 OR1209_MARK LOGO: SDDT
 OR1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1209+STABILITY: SURFACE MOTION
 OR1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1209+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OR1209
 OR1209  HISTORY     - Date     Condition        Report By
 OR1209  HISTORY     - 1993     MONUMENTED       SDDT
 OR1209  HISTORY     - 19930919 GOOD             NGS
 OR1209  HISTORY     - 20120215 GOOD             INDIV
 OR1209
 OR1209                          STATION DESCRIPTION
 OR1209
 OR1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1209'16.5 KM (10.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1209'OF STATE HIGHWAY 47 IN GREGORY, 665.0 M (2181.8 FT) EAST OF MILEPOST
 OR1209'268, 30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8
 OR1209'FT) EAST OF A T-FENCE CORNER AND THE EAST POST OF A FIELD ENTRANCE
 OR1209'GATE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT)
 OR1209'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.2 M
 OR1209'(0.7 FT) BELOW THE GROUND SURFACE.
 OR1209
 OR1209                          STATION RECOVERY (2012)
 OR1209
 OR1209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1208 ***********************************************************************
 OR1208  DESIGNATION -  18 269.30
 OR1208  PID         -  OR1208
 OR1208  STATE/COUNTY-  SD/TRIPP
 OR1208  COUNTRY     -  US
 OR1208  USGS QUAD   -  DALLAS (2017)
 OR1208
 OR1208                         *CURRENT SURVEY CONTROL
 OR1208  ______________________________________________________________________
 OR1208* NAD 83(1986) POSITION- 43 14 08.     (N) 099 36 13.     (W)   SCALED
 OR1208* NAVD 88 ORTHO HEIGHT -   665.641 (meters)     2183.86  (feet) ADJUSTED
 OR1208  ______________________________________________________________________
 OR1208  GEOID HEIGHT    -        -25.379 (meters)                     GEOID18
 OR1208  DYNAMIC HEIGHT  -        665.388 (meters)     2183.03  (feet) COMP
 OR1208  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 OR1208
 OR1208  VERT ORDER      -  FIRST     CLASS II
 OR1208
 OR1208.The horizontal coordinates were scaled from a map and have
 OR1208.an estimated accuracy of +/- 6 seconds.
 OR1208
 OR1208.The orthometric height was determined by differential leveling and
 OR1208.adjusted by the NATIONAL GEODETIC SURVEY
 OR1208.in June 1994.
 OR1208
 OR1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1208.GEOID18 height accuracy estimate available here.
 OR1208
 OR1208.Click photographs - Photos may exist for this station.
 OR1208
 OR1208.The dynamic height is computed by dividing the NAVD 88
 OR1208.geopotential number by the normal gravity value computed on the
 OR1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1208.degrees latitude (g = 980.6199 gals.).
 OR1208
 OR1208.The modeled gravity was interpolated from observed gravity values.
 OR1208
 OR1208;                    North         East    Units  Estimated Accuracy
 OR1208;SPC SD S     -   100,490.      659,270.      MT  (+/- 180 meters Scaled)
 OR1208
 OR1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN509871(NAD 83)
 OR1208
 OR1208                          SUPERSEDED SURVEY CONTROL
 OR1208
 OR1208.No superseded survey control is available for this station.
 OR1208
 OR1208_MARKER: DB = BENCH MARK DISK
 OR1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1208_STAMPING: 18-269.30 1993
 OR1208_MARK LOGO: SDDT
 OR1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1208+STABILITY: SURFACE MOTION
 OR1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1208+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OR1208
 OR1208  HISTORY     - Date     Condition        Report By
 OR1208  HISTORY     - 1993     MONUMENTED       SDDT
 OR1208  HISTORY     - 19930919 GOOD             NGS
 OR1208  HISTORY     - 20120215 GOOD             INDIV
 OR1208
 OR1208                          STATION DESCRIPTION
 OR1208
 OR1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1208'14.9 KM (9.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1208'OF STATE HIGHWAY 47 IN GREGORY, 1.3 KM (0.80 MI) EAST OF MILEPOST
 OR1208'269, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 29.7 M (97.4
 OR1208'FT) NORTHWEST OF THE CENTER OF A CULVERT HEADWALL, 2.5 M (8.2 FT)
 OR1208'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTHEAST OF A T-FENCE
 OR1208'CORNER, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A
 OR1208'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OR1208'GROUND SURFACE.
 OR1208
 OR1208                          STATION RECOVERY (2012)
 OR1208
 OR1208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1207 ***********************************************************************
 OR1207  DESIGNATION -  18 270.30
 OR1207  PID         -  OR1207
 OR1207  STATE/COUNTY-  SD/TRIPP
 OR1207  COUNTRY     -  US
 OR1207  USGS QUAD   -  DALLAS (2017)
 OR1207
 OR1207                         *CURRENT SURVEY CONTROL
 OR1207  ______________________________________________________________________
 OR1207* NAD 83(1986) POSITION- 43 14 06.     (N) 099 35 01.     (W)   SCALED
 OR1207* NAVD 88 ORTHO HEIGHT -   668.544 (meters)     2193.38  (feet) ADJUSTED
 OR1207  ______________________________________________________________________
 OR1207  GEOID HEIGHT    -        -25.415 (meters)                     GEOID18
 OR1207  DYNAMIC HEIGHT  -        668.290 (meters)     2192.55  (feet) COMP
 OR1207  MODELED GRAVITY -    980,219.2   (mgal)                       NAVD 88
 OR1207
 OR1207  VERT ORDER      -  FIRST     CLASS II
 OR1207
 OR1207.The horizontal coordinates were scaled from a map and have
 OR1207.an estimated accuracy of +/- 6 seconds.
 OR1207
 OR1207.The orthometric height was determined by differential leveling and
 OR1207.adjusted by the NATIONAL GEODETIC SURVEY
 OR1207.in June 1994.
 OR1207
 OR1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1207.GEOID18 height accuracy estimate available here.
 OR1207
 OR1207.Click photographs - Photos may exist for this station.
 OR1207
 OR1207.The dynamic height is computed by dividing the NAVD 88
 OR1207.geopotential number by the normal gravity value computed on the
 OR1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1207.degrees latitude (g = 980.6199 gals.).
 OR1207
 OR1207.The modeled gravity was interpolated from observed gravity values.
 OR1207
 OR1207;                    North         East    Units  Estimated Accuracy
 OR1207;SPC SD S     -   100,440.      660,890.      MT  (+/- 180 meters Scaled)
 OR1207
 OR1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN526870(NAD 83)
 OR1207
 OR1207                          SUPERSEDED SURVEY CONTROL
 OR1207
 OR1207.No superseded survey control is available for this station.
 OR1207
 OR1207_MARKER: DB = BENCH MARK DISK
 OR1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1207_STAMPING: 18-270.30 1993
 OR1207_MARK LOGO: SDDT
 OR1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1207+STABILITY: SURFACE MOTION
 OR1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1207+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OR1207
 OR1207  HISTORY     - Date     Condition        Report By
 OR1207  HISTORY     - 1993     MONUMENTED       SDDT
 OR1207  HISTORY     - 19930919 GOOD             NGS
 OR1207  HISTORY     - 20120215 GOOD             INDIV
 OR1207
 OR1207                          STATION DESCRIPTION
 OR1207
 OR1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1207'13.3 KM (8.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1207'OF STATE HIGHWAY 47 IN GREGORY, 632.0 M (2073.5 FT) EAST OF MILEPOST
 OR1207'270, 38.1 M (125.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 30.3 M
 OR1207'(99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.8 M (61.7 FT) EAST OF
 OR1207'AN UNDERGROUND CABLE WARNING SIGN, 3.0 M (9.8 FT) BELOW THE LEVEL OF
 OR1207'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 OR1207'THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 OR1207
 OR1207                          STATION RECOVERY (2012)
 OR1207
 OR1207'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1206 ***********************************************************************
 OR1206  DESIGNATION -  18 271.30
 OR1206  PID         -  OR1206
 OR1206  STATE/COUNTY-  SD/TRIPP
 OR1206  COUNTRY     -  US
 OR1206  USGS QUAD   -  DALLAS (2017)
 OR1206
 OR1206                         *CURRENT SURVEY CONTROL
 OR1206  ______________________________________________________________________
 OR1206* NAD 83(1986) POSITION- 43 14 05.     (N) 099 33 48.     (W)   SCALED
 OR1206* NAVD 88 ORTHO HEIGHT -   680.129 (meters)     2231.39  (feet) ADJUSTED
 OR1206  ______________________________________________________________________
 OR1206  GEOID HEIGHT    -        -25.452 (meters)                     GEOID18
 OR1206  DYNAMIC HEIGHT  -        679.871 (meters)     2230.54  (feet) COMP
 OR1206  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 OR1206
 OR1206  VERT ORDER      -  FIRST     CLASS II
 OR1206
 OR1206.The horizontal coordinates were scaled from a map and have
 OR1206.an estimated accuracy of +/- 6 seconds.
 OR1206
 OR1206.The orthometric height was determined by differential leveling and
 OR1206.adjusted by the NATIONAL GEODETIC SURVEY
 OR1206.in June 1994.
 OR1206
 OR1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1206.GEOID18 height accuracy estimate available here.
 OR1206
 OR1206.Click photographs - Photos may exist for this station.
 OR1206
 OR1206.The dynamic height is computed by dividing the NAVD 88
 OR1206.geopotential number by the normal gravity value computed on the
 OR1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1206.degrees latitude (g = 980.6199 gals.).
 OR1206
 OR1206.The modeled gravity was interpolated from observed gravity values.
 OR1206
 OR1206;                    North         East    Units  Estimated Accuracy
 OR1206;SPC SD S     -   100,430.      662,540.      MT  (+/- 180 meters Scaled)
 OR1206
 OR1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN542870(NAD 83)
 OR1206
 OR1206                          SUPERSEDED SURVEY CONTROL
 OR1206
 OR1206.No superseded survey control is available for this station.
 OR1206
 OR1206_MARKER: DB = BENCH MARK DISK
 OR1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1206_STAMPING: 18-271.30 1993
 OR1206_MARK LOGO: SDDT
 OR1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1206+STABILITY: SURFACE MOTION
 OR1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1206+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OR1206
 OR1206  HISTORY     - Date     Condition        Report By
 OR1206  HISTORY     - 1993     MONUMENTED       SDDT
 OR1206  HISTORY     - 19930919 GOOD             NGS
 OR1206  HISTORY     - 20120215 GOOD             INDIV
 OR1206
 OR1206                          STATION DESCRIPTION
 OR1206
 OR1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1206'11.6 KM (7.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1206'OF STATE HIGHWAY 47 IN GREGORY, 633.0 M (2076.8 FT) EAST OF MILEPOST
 OR1206'271, 29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.9 M (22.6
 OR1206'FT) EAST OF THE EXTENDED CENTER OF A TRACK ROAD LEADING SOUTH, 2.5 M
 OR1206'(8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A
 OR1206'FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 OR1206'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 OR1206
 OR1206                          STATION RECOVERY (2012)
 OR1206
 OR1206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1205 ***********************************************************************
 OR1205  DESIGNATION -  18 272.30
 OR1205  PID         -  OR1205
 OR1205  STATE/COUNTY-  SD/TRIPP
 OR1205  COUNTRY     -  US
 OR1205  USGS QUAD   -  DALLAS (2017)
 OR1205
 OR1205                         *CURRENT SURVEY CONTROL
 OR1205  ______________________________________________________________________
 OR1205* NAD 83(1986) POSITION- 43 14 04.     (N) 099 32 36.     (W)   SCALED
 OR1205* NAVD 88 ORTHO HEIGHT -   677.793 (meters)     2223.73  (feet) ADJUSTED
 OR1205  ______________________________________________________________________
 OR1205  GEOID HEIGHT    -        -25.488 (meters)                     GEOID18
 OR1205  DYNAMIC HEIGHT  -        677.536 (meters)     2222.88  (feet) COMP
 OR1205  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 OR1205
 OR1205  VERT ORDER      -  FIRST     CLASS II
 OR1205
 OR1205.The horizontal coordinates were scaled from a map and have
 OR1205.an estimated accuracy of +/- 6 seconds.
 OR1205
 OR1205.The orthometric height was determined by differential leveling and
 OR1205.adjusted by the NATIONAL GEODETIC SURVEY
 OR1205.in June 1994.
 OR1205
 OR1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1205.GEOID18 height accuracy estimate available here.
 OR1205
 OR1205.Click photographs - Photos may exist for this station.
 OR1205
 OR1205.The dynamic height is computed by dividing the NAVD 88
 OR1205.geopotential number by the normal gravity value computed on the
 OR1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1205.degrees latitude (g = 980.6199 gals.).
 OR1205
 OR1205.The modeled gravity was interpolated from observed gravity values.
 OR1205
 OR1205;                    North         East    Units  Estimated Accuracy
 OR1205;SPC SD S     -   100,410.      664,170.      MT  (+/- 180 meters Scaled)
 OR1205
 OR1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN558869(NAD 83)
 OR1205
 OR1205                          SUPERSEDED SURVEY CONTROL
 OR1205
 OR1205.No superseded survey control is available for this station.
 OR1205
 OR1205_MARKER: DB = BENCH MARK DISK
 OR1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1205_STAMPING: 18-272.30 1993
 OR1205_MARK LOGO: SDDT
 OR1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1205+STABILITY: SURFACE MOTION
 OR1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1205+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OR1205
 OR1205  HISTORY     - Date     Condition        Report By
 OR1205  HISTORY     - 1993     MONUMENTED       SDDT
 OR1205  HISTORY     - 19930919 GOOD             NGS
 OR1205  HISTORY     - 20120215 GOOD             INDIV
 OR1205
 OR1205                          STATION DESCRIPTION
 OR1205
 OR1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1205'10.0 KM (6.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1205'OF STATE HIGHWAY 47 IN GREGORY, 630.0 M (2066.9 FT) EAST OF MILEPOST
 OR1205'272, 29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT)
 OR1205'BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) SOUTHEAST OF A T-FENCE
 OR1205'CORNER, 0.25 M (0.82 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OR1205'MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 OR1205
 OR1205                          STATION RECOVERY (2012)
 OR1205
 OR1205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1204 ***********************************************************************
 OR1204  DESIGNATION -  18 272.80
 OR1204  PID         -  OR1204
 OR1204  STATE/COUNTY-  SD/TRIPP
 OR1204  COUNTRY     -  US
 OR1204  USGS QUAD   -  DALLAS (2017)
 OR1204
 OR1204                         *CURRENT SURVEY CONTROL
 OR1204  ______________________________________________________________________
 OR1204* NAD 83(1986) POSITION- 43 14 03.83   (N) 099 32 03.79   (W)   HD_HELD1
 OR1204* NAVD 88 ORTHO HEIGHT -   682.577 (meters)     2239.42  (feet) ADJUSTED
 OR1204  ______________________________________________________________________
 OR1204  GEOID HEIGHT    -        -25.504 (meters)                     GEOID18
 OR1204  DYNAMIC HEIGHT  -        682.318 (meters)     2238.57  (feet) COMP
 OR1204  MODELED GRAVITY -    980,219.5   (mgal)                       NAVD 88
 OR1204
 OR1204  VERT ORDER      -  FIRST     CLASS II
 OR1204
 OR1204.The horizontal coordinates were determined by differentially corrected
 OR1204.hand held GPS observations or other comparable positioning techniques
 OR1204.and have an estimated accuracy of +/- 3 meters.
 OR1204
 OR1204.The orthometric height was determined by differential leveling and
 OR1204.adjusted by the NATIONAL GEODETIC SURVEY
 OR1204.in June 1994.
 OR1204
 OR1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1204.GEOID18 height accuracy estimate available here.
 OR1204
 OR1204.Click photographs - Photos may exist for this station.
 OR1204
 OR1204.The dynamic height is computed by dividing the NAVD 88
 OR1204.geopotential number by the normal gravity value computed on the
 OR1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1204.degrees latitude (g = 980.6199 gals.).
 OR1204
 OR1204.The modeled gravity was interpolated from observed gravity values.
 OR1204
 OR1204;                    North         East    Units  Estimated Accuracy
 OR1204;SPC SD S     -   100,412.2     664,893.1     MT  (+/- 3 meters HH1 GPS) 
 OR1204
 OR1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5660886983(NAD 83)
 OR1204
 OR1204                          SUPERSEDED SURVEY CONTROL
 OR1204
 OR1204.No superseded survey control is available for this station.
 OR1204
 OR1204_MARKER: Z = SEE DESCRIPTION
 OR1204_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1204_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1204_STAMPING: 18-272.80 1993
 OR1204_MARK LOGO: NGS
 OR1204_PROJECTION: FLUSH
 OR1204_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1204+STABILITY: POSITION/ELEVATION WELL
 OR1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1204+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OR1204_ROD/PIPE-DEPTH: 6.4 meters
 OR1204_SLEEVE-DEPTH  : 3.0 meters
 OR1204
 OR1204  HISTORY     - Date     Condition        Report By
 OR1204  HISTORY     - 1993     MONUMENTED       SDDT
 OR1204  HISTORY     - 19930919 GOOD             NGS
 OR1204  HISTORY     - 20120215 GOOD             INDIV
 OR1204
 OR1204                          STATION DESCRIPTION
 OR1204
 OR1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1204'9.3 KM (5.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1204'STATE HIGHWAY 47 IN GREGORY, 1.4 KM (0.85 MI) EAST OF MILEPOST 272,
 OR1204'35.0 M (114.8 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH
 OR1204'AND THE TRIPP-GREGORY COUNTY LINE, 29.5 M (96.8 FT) NORTH OF AND
 OR1204'LEVEL WITH THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A FENCE,
 OR1204'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A
 OR1204'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OR1204'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OR1204'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OR1204'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1204
 OR1204                          STATION RECOVERY (2012)
 OR1204
 OR1204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1203 ***********************************************************************
 OR1203  DESIGNATION -  18 273.35
 OR1203  PID         -  OR1203
 OR1203  STATE/COUNTY-  SD/GREGORY
 OR1203  COUNTRY     -  US
 OR1203  USGS QUAD   -  DALLAS (2017)
 OR1203
 OR1203                         *CURRENT SURVEY CONTROL
 OR1203  ______________________________________________________________________
 OR1203* NAD 83(1986) POSITION- 43 14 07.     (N) 099 31 21.     (W)   SCALED
 OR1203* NAVD 88 ORTHO HEIGHT -   676.283 (meters)     2218.77  (feet) ADJUSTED
 OR1203  ______________________________________________________________________
 OR1203  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 OR1203  DYNAMIC HEIGHT  -        676.026 (meters)     2217.93  (feet) COMP
 OR1203  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 OR1203
 OR1203  VERT ORDER      -  FIRST     CLASS II
 OR1203
 OR1203.The horizontal coordinates were scaled from a map and have
 OR1203.an estimated accuracy of +/- 6 seconds.
 OR1203
 OR1203.The orthometric height was determined by differential leveling and
 OR1203.adjusted by the NATIONAL GEODETIC SURVEY
 OR1203.in June 1994.
 OR1203
 OR1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1203.GEOID18 height accuracy estimate available here.
 OR1203
 OR1203.Click photographs - Photos may exist for this station.
 OR1203
 OR1203.The dynamic height is computed by dividing the NAVD 88
 OR1203.geopotential number by the normal gravity value computed on the
 OR1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1203.degrees latitude (g = 980.6199 gals.).
 OR1203
 OR1203.The modeled gravity was interpolated from observed gravity values.
 OR1203
 OR1203;                    North         East    Units  Estimated Accuracy
 OR1203;SPC SD S     -   100,520.      665,860.      MT  (+/- 180 meters Scaled)
 OR1203
 OR1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN575870(NAD 83)
 OR1203
 OR1203                          SUPERSEDED SURVEY CONTROL
 OR1203
 OR1203.No superseded survey control is available for this station.
 OR1203
 OR1203_MARKER: DB = BENCH MARK DISK
 OR1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1203_STAMPING: 18-273.35 1993
 OR1203_MARK LOGO: SDDT
 OR1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1203+STABILITY: SURFACE MOTION
 OR1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1203+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 OR1203
 OR1203  HISTORY     - Date     Condition        Report By
 OR1203  HISTORY     - 1993     MONUMENTED       SDDT
 OR1203  HISTORY     - 19930919 GOOD             NGS
 OR1203  HISTORY     - 20130102 GOOD             INDIV
 OR1203
 OR1203                          STATION DESCRIPTION
 OR1203
 OR1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1203'8.4 KM (5.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1203'STATE HIGHWAY 47 IN GREGORY, 660.0 M (2165.3 FT) EAST OF MILEPOST
 OR1203'273, 55.0 M (180.4 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 OR1203'NORTH, 30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.2 M (10.5
 OR1203'FT) EAST OF A FENCE CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OR1203'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OR1203'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 OR1203
 OR1203                          STATION RECOVERY (2013)
 OR1203
 OR1203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1202 ***********************************************************************
 OR1202  DESIGNATION -  18 274.42
 OR1202  PID         -  OR1202
 OR1202  STATE/COUNTY-  SD/GREGORY
 OR1202  COUNTRY     -  US
 OR1202  USGS QUAD   -  DALLAS (2017)
 OR1202
 OR1202                         *CURRENT SURVEY CONTROL
 OR1202  ______________________________________________________________________
 OR1202* NAD 83(1986) POSITION- 43 13 36.     (N) 099 30 16.     (W)   SCALED
 OR1202* NAVD 88 ORTHO HEIGHT -   658.649 (meters)     2160.92  (feet) ADJUSTED
 OR1202  ______________________________________________________________________
 OR1202  GEOID HEIGHT    -        -25.536 (meters)                     GEOID18
 OR1202  DYNAMIC HEIGHT  -        658.398 (meters)     2160.09  (feet) COMP
 OR1202  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 OR1202
 OR1202  VERT ORDER      -  FIRST     CLASS II
 OR1202
 OR1202.The horizontal coordinates were scaled from a map and have
 OR1202.an estimated accuracy of +/- 6 seconds.
 OR1202
 OR1202.The orthometric height was determined by differential leveling and
 OR1202.adjusted by the NATIONAL GEODETIC SURVEY
 OR1202.in June 1994.
 OR1202
 OR1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1202.GEOID18 height accuracy estimate available here.
 OR1202
 OR1202.Click photographs - Photos may exist for this station.
 OR1202
 OR1202.The dynamic height is computed by dividing the NAVD 88
 OR1202.geopotential number by the normal gravity value computed on the
 OR1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1202.degrees latitude (g = 980.6199 gals.).
 OR1202
 OR1202.The modeled gravity was interpolated from observed gravity values.
 OR1202
 OR1202;                    North         East    Units  Estimated Accuracy
 OR1202;SPC SD S     -    99,580.      667,330.      MT  (+/- 180 meters Scaled)
 OR1202
 OR1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN590861(NAD 83)
 OR1202
 OR1202                          SUPERSEDED SURVEY CONTROL
 OR1202
 OR1202.No superseded survey control is available for this station.
 OR1202
 OR1202_MARKER: DB = BENCH MARK DISK
 OR1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1202_STAMPING: 18-274.42 1976 2159.63
 OR1202_MARK LOGO: SDDT
 OR1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1202+STABILITY: SURFACE MOTION
 OR1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1202+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 OR1202
 OR1202  HISTORY     - Date     Condition        Report By
 OR1202  HISTORY     - 1976     MONUMENTED       SDDT
 OR1202  HISTORY     - 19930919 GOOD             NGS
 OR1202  HISTORY     - 20130102 GOOD             INDIV
 OR1202
 OR1202                          STATION DESCRIPTION
 OR1202
 OR1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1202'6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1202'STATE HIGHWAY 47 IN GREGORY, 683.0 M (2240.8 FT) SOUTHEAST OF
 OR1202'MILEPOST 274, 30.2 M (99.1 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 OR1202'CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A T-FENCE CORNER, 0.2 M (0.7 FT)
 OR1202'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 OR1202'ABOVE THE GROUND SURFACE.
 OR1202
 OR1202                          STATION RECOVERY (2013)
 OR1202
 OR1202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1201 ***********************************************************************
 OR1201  DESIGNATION -  18 275.55
 OR1201  PID         -  OR1201
 OR1201  STATE/COUNTY-  SD/GREGORY
 OR1201  COUNTRY     -  US
 OR1201  USGS QUAD   -  GREGORY (2017)
 OR1201
 OR1201                         *CURRENT SURVEY CONTROL
 OR1201  ______________________________________________________________________
 OR1201* NAD 83(1986) POSITION- 43 13 37.     (N) 099 28 56.     (W)   SCALED
 OR1201* NAVD 88 ORTHO HEIGHT -   658.083 (meters)     2159.06  (feet) ADJUSTED
 OR1201  ______________________________________________________________________
 OR1201  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 OR1201  DYNAMIC HEIGHT  -        657.832 (meters)     2158.24  (feet) COMP
 OR1201  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 OR1201
 OR1201  VERT ORDER      -  FIRST     CLASS II
 OR1201
 OR1201.The horizontal coordinates were scaled from a map and have
 OR1201.an estimated accuracy of +/- 6 seconds.
 OR1201
 OR1201.The orthometric height was determined by differential leveling and
 OR1201.adjusted by the NATIONAL GEODETIC SURVEY
 OR1201.in June 1994.
 OR1201
 OR1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1201.GEOID18 height accuracy estimate available here.
 OR1201
 OR1201.Click photographs - Photos may exist for this station.
 OR1201
 OR1201.The dynamic height is computed by dividing the NAVD 88
 OR1201.geopotential number by the normal gravity value computed on the
 OR1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1201.degrees latitude (g = 980.6199 gals.).
 OR1201
 OR1201.The modeled gravity was interpolated from observed gravity values.
 OR1201
 OR1201;                    North         East    Units  Estimated Accuracy
 OR1201;SPC SD S     -    99,630.      669,140.      MT  (+/- 180 meters Scaled)
 OR1201
 OR1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN608861(NAD 83)
 OR1201
 OR1201                          SUPERSEDED SURVEY CONTROL
 OR1201
 OR1201.No superseded survey control is available for this station.
 OR1201
 OR1201_MARKER: DB = BENCH MARK DISK
 OR1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1201_STAMPING: 18-275.55 1976 2157.56
 OR1201_MARK LOGO: SDDT
 OR1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1201+STABILITY: SURFACE MOTION
 OR1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1201+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 OR1201
 OR1201  HISTORY     - Date     Condition        Report By
 OR1201  HISTORY     - 1976     MONUMENTED       SDDT
 OR1201  HISTORY     - 19930919 GOOD             NGS
 OR1201  HISTORY     - 20130102 GOOD             INDIV
 OR1201
 OR1201                          STATION DESCRIPTION
 OR1201
 OR1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1201'3.9 KM (2.40 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1201'STATE HIGHWAY 47 IN GREGORY, 0.9 KM (0.55 MI) EAST OF MILEPOST 275,
 OR1201'30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT)
 OR1201'EAST OF THE CENTER OF A FIELD ENTRANCE, 2.2 M (7.2 FT) BELOW THE
 OR1201'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 OR1201'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1201'SURFACE.
 OR1201
 OR1201                          STATION RECOVERY (2013)
 OR1201
 OR1201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1200 ***********************************************************************
 OR1200  DESIGNATION -  18 276.46
 OR1200  PID         -  OR1200
 OR1200  STATE/COUNTY-  SD/GREGORY
 OR1200  COUNTRY     -  US
 OR1200  USGS QUAD   -  GREGORY (2017)
 OR1200
 OR1200                         *CURRENT SURVEY CONTROL
 OR1200  ______________________________________________________________________
 OR1200* NAD 83(1986) POSITION- 43 13 37.     (N) 099 27 51.     (W)   SCALED
 OR1200* NAVD 88 ORTHO HEIGHT -   663.693 (meters)     2177.47  (feet) ADJUSTED
 OR1200  ______________________________________________________________________
 OR1200  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 OR1200  DYNAMIC HEIGHT  -        663.440 (meters)     2176.64  (feet) COMP
 OR1200  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 OR1200
 OR1200  VERT ORDER      -  FIRST     CLASS II
 OR1200
 OR1200.The horizontal coordinates were scaled from a map and have
 OR1200.an estimated accuracy of +/- 6 seconds.
 OR1200
 OR1200.The orthometric height was determined by differential leveling and
 OR1200.adjusted by the NATIONAL GEODETIC SURVEY
 OR1200.in June 1994.
 OR1200
 OR1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1200.GEOID18 height accuracy estimate available here.
 OR1200
 OR1200.Click photographs - Photos may exist for this station.
 OR1200
 OR1200.The dynamic height is computed by dividing the NAVD 88
 OR1200.geopotential number by the normal gravity value computed on the
 OR1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1200.degrees latitude (g = 980.6199 gals.).
 OR1200
 OR1200.The modeled gravity was interpolated from observed gravity values.
 OR1200
 OR1200;                    North         East    Units  Estimated Accuracy
 OR1200;SPC SD S     -    99,640.      670,610.      MT  (+/- 180 meters Scaled)
 OR1200
 OR1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN623861(NAD 83)
 OR1200
 OR1200                          SUPERSEDED SURVEY CONTROL
 OR1200
 OR1200.No superseded survey control is available for this station.
 OR1200
 OR1200_MARKER: DB = BENCH MARK DISK
 OR1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1200_STAMPING: 18-276.46 1976 2176.03
 OR1200_MARK LOGO: SDDT
 OR1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1200+STABILITY: SURFACE MOTION
 OR1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1200+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 OR1200
 OR1200  HISTORY     - Date     Condition        Report By
 OR1200  HISTORY     - 1976     MONUMENTED       SDDT
 OR1200  HISTORY     - 19930919 GOOD             NGS
 OR1200  HISTORY     - 20130102 GOOD             INDIV
 OR1200
 OR1200                          STATION DESCRIPTION
 OR1200
 OR1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1200'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1200'STATE HIGHWAY 47 IN GREGORY, 0.8 KM (0.50 MI) EAST OF MILEPOST 276,
 OR1200'62.0 M (203.4 FT) EAST OF A T-FENCE CORNER, 30.0 M (98.4 FT) NORTH OF
 OR1200'THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 OR1200'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF
 OR1200'A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OR1200'GROUND SURFACE.
 OR1200
 OR1200                          STATION RECOVERY (2013)
 OR1200
 OR1200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1199 ***********************************************************************
 OR1199  DESIGNATION -  18 277.60
 OR1199  PID         -  OR1199
 OR1199  STATE/COUNTY-  SD/GREGORY
 OR1199  COUNTRY     -  US
 OR1199  USGS QUAD   -  GREGORY (2017)
 OR1199
 OR1199                         *CURRENT SURVEY CONTROL
 OR1199  ______________________________________________________________________
 OR1199* NAD 83(1986) POSITION- 43 13 37.     (N) 099 26 34.     (W)   SCALED
 OR1199* NAVD 88 ORTHO HEIGHT -   661.018 (meters)     2168.69  (feet) ADJUSTED
 OR1199  ______________________________________________________________________
 OR1199  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 OR1199  DYNAMIC HEIGHT  -        660.766 (meters)     2167.86  (feet) COMP
 OR1199  MODELED GRAVITY -    980,217.3   (mgal)                       NAVD 88
 OR1199
 OR1199  VERT ORDER      -  FIRST     CLASS II
 OR1199
 OR1199.The horizontal coordinates were scaled from a map and have
 OR1199.an estimated accuracy of +/- 6 seconds.
 OR1199
 OR1199.The orthometric height was determined by differential leveling and
 OR1199.adjusted by the NATIONAL GEODETIC SURVEY
 OR1199.in June 1994.
 OR1199
 OR1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1199.GEOID18 height accuracy estimate available here.
 OR1199
 OR1199.Click photographs - Photos may exist for this station.
 OR1199
 OR1199.The dynamic height is computed by dividing the NAVD 88
 OR1199.geopotential number by the normal gravity value computed on the
 OR1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1199.degrees latitude (g = 980.6199 gals.).
 OR1199
 OR1199.The modeled gravity was interpolated from observed gravity values.
 OR1199
 OR1199;                    North         East    Units  Estimated Accuracy
 OR1199;SPC SD S     -    99,660.      672,340.      MT  (+/- 180 meters Scaled)
 OR1199
 OR1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN640861(NAD 83)
 OR1199
 OR1199                          SUPERSEDED SURVEY CONTROL
 OR1199
 OR1199.No superseded survey control is available for this station.
 OR1199
 OR1199_MARKER: DB = BENCH MARK DISK
 OR1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1199_STAMPING: 18-277.60 1976 2166.92
 OR1199_MARK LOGO: SDDT
 OR1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1199+STABILITY: SURFACE MOTION
 OR1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1199+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 OR1199
 OR1199  HISTORY     - Date     Condition        Report By
 OR1199  HISTORY     - 1976     MONUMENTED       SDDT
 OR1199  HISTORY     - 19930919 GOOD             NGS
 OR1199  HISTORY     - 20130102 GOOD             INDIV
 OR1199
 OR1199                          STATION DESCRIPTION
 OR1199
 OR1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1199'0.5 KM (0.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1199'STATE HIGHWAY 47 IN GREGORY, 1.0 KM (0.60 MI) EAST OF MILEPOST 277,
 OR1199'30.1 M (98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 OR1199'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.2
 OR1199'M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 OR1199'(0.16 FT) ABOVE THE GROUND SURFACE.
 OR1199
 OR1199                          STATION RECOVERY (2013)
 OR1199
 OR1199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1198 ***********************************************************************
 OR1198  DESIGNATION -  18 277.80
 OR1198  PID         -  OR1198
 OR1198  STATE/COUNTY-  SD/GREGORY
 OR1198  COUNTRY     -  US
 OR1198  USGS QUAD   -  GREGORY (2017)
 OR1198
 OR1198                         *CURRENT SURVEY CONTROL
 OR1198  ______________________________________________________________________
 OR1198* NAD 83(1986) POSITION- 43 13 37.51   (N) 099 26 19.15   (W)   HD_HELD1
 OR1198* NAVD 88 ORTHO HEIGHT -   659.948 (meters)     2165.18  (feet) ADJUSTED
 OR1198  ______________________________________________________________________
 OR1198  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 OR1198  DYNAMIC HEIGHT  -        659.696 (meters)     2164.35  (feet) COMP
 OR1198  MODELED GRAVITY -    980,217.3   (mgal)                       NAVD 88
 OR1198
 OR1198  VERT ORDER      -  FIRST     CLASS II
 OR1198
 OR1198.The horizontal coordinates were determined by differentially corrected
 OR1198.hand held GPS observations or other comparable positioning techniques
 OR1198.and have an estimated accuracy of +/- 3 meters.
 OR1198
 OR1198.The orthometric height was determined by differential leveling and
 OR1198.adjusted by the NATIONAL GEODETIC SURVEY
 OR1198.in June 1994.
 OR1198
 OR1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1198.GEOID18 height accuracy estimate available here.
 OR1198
 OR1198.Click photographs - Photos may exist for this station.
 OR1198
 OR1198.The dynamic height is computed by dividing the NAVD 88
 OR1198.geopotential number by the normal gravity value computed on the
 OR1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1198.degrees latitude (g = 980.6199 gals.).
 OR1198
 OR1198.The modeled gravity was interpolated from observed gravity values.
 OR1198
 OR1198;                    North         East    Units  Estimated Accuracy
 OR1198;SPC SD S     -    99,679.3     672,677.4     MT  (+/- 3 meters HH1 GPS) 
 OR1198
 OR1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6437886126(NAD 83)
 OR1198
 OR1198                          SUPERSEDED SURVEY CONTROL
 OR1198
 OR1198.No superseded survey control is available for this station.
 OR1198
 OR1198_MARKER: Z = SEE DESCRIPTION
 OR1198_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1198_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1198_STAMPING: 18-277.80 1993
 OR1198_MARK LOGO: NGS
 OR1198_PROJECTION: PROJECTING 10 CENTIMETERS
 OR1198_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1198+STABILITY: POSITION/ELEVATION WELL
 OR1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1198+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 OR1198_ROD/PIPE-DEPTH: 6.4 meters
 OR1198_SLEEVE-DEPTH  : 3.0 meters
 OR1198
 OR1198  HISTORY     - Date     Condition        Report By
 OR1198  HISTORY     - 1993     MONUMENTED       SDDT
 OR1198  HISTORY     - 19930919 GOOD             NGS
 OR1198  HISTORY     - 20130102 GOOD             INDIV
 OR1198
 OR1198                          STATION DESCRIPTION
 OR1198
 OR1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1198'0.3 KM (0.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1198'STATE HIGHWAY 47 IN GREGORY, 1.2 KM (0.75 MI) EAST OF MILEPOST 277,
 OR1198'32.0 M (105.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 32.0 M
 OR1198'(105.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) BELOW THE
 OR1198'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 OR1198'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 OR1198'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 OR1198'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 OR1198'A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1198'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1198
 OR1198                          STATION RECOVERY (2013)
 OR1198
 OR1198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1197 ***********************************************************************
 OR1197  DESIGNATION -  18 278.45
 OR1197  PID         -  OR1197
 OR1197  STATE/COUNTY-  SD/GREGORY
 OR1197  COUNTRY     -  US
 OR1197  USGS QUAD   -  GREGORY (2017)
 OR1197
 OR1197                         *CURRENT SURVEY CONTROL
 OR1197  ______________________________________________________________________
 OR1197* NAD 83(1986) POSITION- 43 13 29.     (N) 099 25 30.     (W)   SCALED
 OR1197* NAVD 88 ORTHO HEIGHT -   658.951 (meters)     2161.91  (feet) ADJUSTED
 OR1197  ______________________________________________________________________
 OR1197  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 OR1197  DYNAMIC HEIGHT  -        658.699 (meters)     2161.08  (feet) COMP
 OR1197  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 OR1197
 OR1197  VERT ORDER      -  FIRST     CLASS II
 OR1197
 OR1197.The horizontal coordinates were scaled from a map and have
 OR1197.an estimated accuracy of +/- 6 seconds.
 OR1197
 OR1197.The orthometric height was determined by differential leveling and
 OR1197.adjusted by the NATIONAL GEODETIC SURVEY
 OR1197.in June 1994.
 OR1197
 OR1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1197.GEOID18 height accuracy estimate available here.
 OR1197
 OR1197.Click photographs - Photos may exist for this station.
 OR1197
 OR1197.The dynamic height is computed by dividing the NAVD 88
 OR1197.geopotential number by the normal gravity value computed on the
 OR1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1197.degrees latitude (g = 980.6199 gals.).
 OR1197
 OR1197.The modeled gravity was interpolated from observed gravity values.
 OR1197
 OR1197;                    North         East    Units  Estimated Accuracy
 OR1197;SPC SD S     -    99,430.      673,790.      MT  (+/- 180 meters Scaled)
 OR1197
 OR1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN654858(NAD 83)
 OR1197
 OR1197                          SUPERSEDED SURVEY CONTROL
 OR1197
 OR1197.No superseded survey control is available for this station.
 OR1197
 OR1197_MARKER: DB = BENCH MARK DISK
 OR1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1197_STAMPING: 18-278.45 1976 2160.50
 OR1197_MARK LOGO: SDDT
 OR1197_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1197+STABILITY: SURFACE MOTION
 OR1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR1197+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1197
 OR1197  HISTORY     - Date     Condition        Report By
 OR1197  HISTORY     - 1976     MONUMENTED       SDDT
 OR1197  HISTORY     - 19930919 GOOD             NGS
 OR1197  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR1197
 OR1197                          STATION DESCRIPTION
 OR1197
 OR1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1197'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1197'STATE HIGHWAY 47 IN GREGORY, NEAR THE WEST BOUNDARY OF A ROADSIDE
 OR1197'PARK, 20.2 M (66.3 FT) NORTHWEST OF A UTILITY LIGHT POLE, 15.2 M
 OR1197'(49.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT)
 OR1197'SOUTH-SOUTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 OR1197'THE HIGHWAY, 0.15 M (0.49 FT) SOUTH OF A WITNESS POST, AND THE
 OR1197'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1197
 OR1197                          STATION RECOVERY (2013)
 OR1197
 OR1197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1196 ***********************************************************************
 OR1196  DESIGNATION -  18 279.56
 OR1196  PID         -  OR1196
 OR1196  STATE/COUNTY-  SD/GREGORY
 OR1196  COUNTRY     -  US
 OR1196  USGS QUAD   -  GREGORY (2017)
 OR1196
 OR1196                         *CURRENT SURVEY CONTROL
 OR1196  ______________________________________________________________________
 OR1196* NAD 83(1986) POSITION- 43 13 07.     (N) 099 24 18.     (W)   SCALED
 OR1196* NAVD 88 ORTHO HEIGHT -   655.895 (meters)     2151.88  (feet) ADJUSTED
 OR1196  ______________________________________________________________________
 OR1196  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 OR1196  DYNAMIC HEIGHT  -        655.644 (meters)     2151.06  (feet) COMP
 OR1196  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 OR1196
 OR1196  VERT ORDER      -  FIRST     CLASS II
 OR1196
 OR1196.The horizontal coordinates were scaled from a map and have
 OR1196.an estimated accuracy of +/- 6 seconds.
 OR1196
 OR1196.The orthometric height was determined by differential leveling and
 OR1196.adjusted by the NATIONAL GEODETIC SURVEY
 OR1196.in June 1994.
 OR1196
 OR1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1196.GEOID18 height accuracy estimate available here.
 OR1196
 OR1196.Click photographs - Photos may exist for this station.
 OR1196
 OR1196.The dynamic height is computed by dividing the NAVD 88
 OR1196.geopotential number by the normal gravity value computed on the
 OR1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1196.degrees latitude (g = 980.6199 gals.).
 OR1196
 OR1196.The modeled gravity was interpolated from observed gravity values.
 OR1196
 OR1196;                    North         East    Units  Estimated Accuracy
 OR1196;SPC SD S     -    98,770.      675,420.      MT  (+/- 180 meters Scaled)
 OR1196
 OR1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN671851(NAD 83)
 OR1196
 OR1196                          SUPERSEDED SURVEY CONTROL
 OR1196
 OR1196.No superseded survey control is available for this station.
 OR1196
 OR1196_MARKER: DB = BENCH MARK DISK
 OR1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1196_STAMPING: 18-279.56 1976 2150.54
 OR1196_MARK LOGO: SDDT
 OR1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1196+STABILITY: SURFACE MOTION
 OR1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1196+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1196
 OR1196  HISTORY     - Date     Condition        Report By
 OR1196  HISTORY     - 1976     MONUMENTED       SDDT
 OR1196  HISTORY     - 19930919 GOOD             NGS
 OR1196  HISTORY     - 20130105 GOOD             INDIV
 OR1196
 OR1196                          STATION DESCRIPTION
 OR1196
 OR1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1196'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1196'STATE HIGHWAY 47 IN GREGORY, 0.9 KM (0.55 MI) SOUTHEAST OF MILEPOST
 OR1196'279, 68.6 M (225.1 FT) SOUTHEAST OF THE CENTER OF THE GREGORY AIRPORT
 OR1196'ENTRANCE ROAD, 24.1 M (79.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1196'1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OR1196'SOUTHEAST OF AN UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT)
 OR1196'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49
 OR1196'FT) ABOVE THE GROUND SURFACE.
 OR1196
 OR1196                          STATION RECOVERY (2013)
 OR1196
 OR1196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1195 ***********************************************************************
 OR1195  DESIGNATION -  18 280.71
 OR1195  PID         -  OR1195
 OR1195  STATE/COUNTY-  SD/GREGORY
 OR1195  COUNTRY     -  US
 OR1195  USGS QUAD   -  GREGORY (2017)
 OR1195
 OR1195                         *CURRENT SURVEY CONTROL
 OR1195  ______________________________________________________________________
 OR1195* NAD 83(1986) POSITION- 43 12 43.     (N) 099 23 05.     (W)   SCALED
 OR1195* NAVD 88 ORTHO HEIGHT -   654.923 (meters)     2148.69  (feet) ADJUSTED
 OR1195  ______________________________________________________________________
 OR1195  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 OR1195  DYNAMIC HEIGHT  -        654.673 (meters)     2147.87  (feet) COMP
 OR1195  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 OR1195
 OR1195  VERT ORDER      -  FIRST     CLASS II
 OR1195
 OR1195.The horizontal coordinates were scaled from a map and have
 OR1195.an estimated accuracy of +/- 6 seconds.
 OR1195
 OR1195.The orthometric height was determined by differential leveling and
 OR1195.adjusted by the NATIONAL GEODETIC SURVEY
 OR1195.in June 1994.
 OR1195
 OR1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1195.GEOID18 height accuracy estimate available here.
 OR1195
 OR1195.Click photographs - Photos may exist for this station.
 OR1195
 OR1195.The dynamic height is computed by dividing the NAVD 88
 OR1195.geopotential number by the normal gravity value computed on the
 OR1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1195.degrees latitude (g = 980.6199 gals.).
 OR1195
 OR1195.The modeled gravity was interpolated from observed gravity values.
 OR1195
 OR1195;                    North         East    Units  Estimated Accuracy
 OR1195;SPC SD S     -    98,050.      677,080.      MT  (+/- 180 meters Scaled)
 OR1195
 OR1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN687844(NAD 83)
 OR1195
 OR1195                          SUPERSEDED SURVEY CONTROL
 OR1195
 OR1195.No superseded survey control is available for this station.
 OR1195
 OR1195_MARKER: DB = BENCH MARK DISK
 OR1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1195_STAMPING: 18-280.71 1976 2147.27
 OR1195_MARK LOGO: SDDT
 OR1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1195+STABILITY: SURFACE MOTION
 OR1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1195+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1195
 OR1195  HISTORY     - Date     Condition        Report By
 OR1195  HISTORY     - 1976     MONUMENTED       SDDT
 OR1195  HISTORY     - 19930919 GOOD             NGS
 OR1195  HISTORY     - 20130105 GOOD             INDIV
 OR1195
 OR1195                          STATION DESCRIPTION
 OR1195
 OR1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1195'4.5 KM (2.80 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1195'STATE HIGHWAY 47 IN GREGORY, 1.1 KM (0.70 MI) SOUTHEAST OF MILEPOST
 OR1195'280, 64.0 M (210.0 FT) SOUTHEAST OF A UTILITY POLE WITH LINES
 OR1195'CROSSING THE HIGHWAY, 23.8 M (78.1 FT) NORTHEAST OF THE HIGHWAY
 OR1195'CENTERLINE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3
 OR1195'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OR1195'GROUND SURFACE.
 OR1195
 OR1195                          STATION RECOVERY (2013)
 OR1195
 OR1195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1194 ***********************************************************************
 OR1194  DESIGNATION -  18 281.92
 OR1194  PID         -  OR1194
 OR1194  STATE/COUNTY-  SD/GREGORY
 OR1194  COUNTRY     -  US
 OR1194  USGS QUAD   -  BURKE (2017)
 OR1194
 OR1194                         *CURRENT SURVEY CONTROL
 OR1194  ______________________________________________________________________
 OR1194* NAD 83(1986) POSITION- 43 12 06.     (N) 099 21 57.     (W)   SCALED
 OR1194* NAVD 88 ORTHO HEIGHT -   660.917 (meters)     2168.36  (feet) ADJUSTED
 OR1194  ______________________________________________________________________
 OR1194  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 OR1194  DYNAMIC HEIGHT  -        660.664 (meters)     2167.53  (feet) COMP
 OR1194  MODELED GRAVITY -    980,217.9   (mgal)                       NAVD 88
 OR1194
 OR1194  VERT ORDER      -  FIRST     CLASS II
 OR1194
 OR1194.The horizontal coordinates were scaled from a map and have
 OR1194.an estimated accuracy of +/- 6 seconds.
 OR1194
 OR1194.The orthometric height was determined by differential leveling and
 OR1194.adjusted by the NATIONAL GEODETIC SURVEY
 OR1194.in June 1994.
 OR1194
 OR1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1194.GEOID18 height accuracy estimate available here.
 OR1194
 OR1194.Click photographs - Photos may exist for this station.
 OR1194
 OR1194.The dynamic height is computed by dividing the NAVD 88
 OR1194.geopotential number by the normal gravity value computed on the
 OR1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1194.degrees latitude (g = 980.6199 gals.).
 OR1194
 OR1194.The modeled gravity was interpolated from observed gravity values.
 OR1194
 OR1194;                    North         East    Units  Estimated Accuracy
 OR1194;SPC SD S     -    96,920.      678,630.      MT  (+/- 180 meters Scaled)
 OR1194
 OR1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN702832(NAD 83)
 OR1194
 OR1194                          SUPERSEDED SURVEY CONTROL
 OR1194
 OR1194.No superseded survey control is available for this station.
 OR1194
 OR1194_MARKER: DB = BENCH MARK DISK
 OR1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1194_STAMPING: 18-281.92 1976 2167.02
 OR1194_MARK LOGO: SDDT
 OR1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1194+STABILITY: SURFACE MOTION
 OR1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1194+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1194
 OR1194  HISTORY     - Date     Condition        Report By
 OR1194  HISTORY     - 1976     MONUMENTED       SDDT
 OR1194  HISTORY     - 19930927 GOOD             NGS
 OR1194  HISTORY     - 20130105 GOOD             INDIV
 OR1194
 OR1194                          STATION DESCRIPTION
 OR1194
 OR1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1194'6.4 KM (3.95 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1194'STATE HIGHWAY 47 IN GREGORY, 1.4 KM (0.85 MI) SOUTHEAST OF MILEPOST
 OR1194'281, 142.0 M (465.9 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE
 OR1194'ROAD, 29.6 M (97.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M
 OR1194'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF
 OR1194'A FENCE, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 OR1194'IS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1194
 OR1194                          STATION RECOVERY (2013)
 OR1194
 OR1194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1193 ***********************************************************************
 OR1193  DESIGNATION -  18 282.98
 OR1193  PID         -  OR1193
 OR1193  STATE/COUNTY-  SD/GREGORY
 OR1193  COUNTRY     -  US
 OR1193  USGS QUAD   -  BURKE (2017)
 OR1193
 OR1193                         *CURRENT SURVEY CONTROL
 OR1193  ______________________________________________________________________
 OR1193* NAD 83(1986) POSITION- 43 11 54.     (N) 099 20 45.     (W)   SCALED
 OR1193* NAVD 88 ORTHO HEIGHT -   657.594 (meters)     2157.46  (feet) ADJUSTED
 OR1193  ______________________________________________________________________
 OR1193  GEOID HEIGHT    -        -25.715 (meters)                     GEOID18
 OR1193  DYNAMIC HEIGHT  -        657.344 (meters)     2156.64  (feet) COMP
 OR1193  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 OR1193
 OR1193  VERT ORDER      -  FIRST     CLASS II
 OR1193
 OR1193.The horizontal coordinates were scaled from a map and have
 OR1193.an estimated accuracy of +/- 6 seconds.
 OR1193
 OR1193.The orthometric height was determined by differential leveling and
 OR1193.adjusted by the NATIONAL GEODETIC SURVEY
 OR1193.in June 1994.
 OR1193
 OR1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1193.GEOID18 height accuracy estimate available here.
 OR1193
 OR1193.Click photographs - Photos may exist for this station.
 OR1193
 OR1193.The dynamic height is computed by dividing the NAVD 88
 OR1193.geopotential number by the normal gravity value computed on the
 OR1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1193.degrees latitude (g = 980.6199 gals.).
 OR1193
 OR1193.The modeled gravity was interpolated from observed gravity values.
 OR1193
 OR1193;                    North         East    Units  Estimated Accuracy
 OR1193;SPC SD S     -    96,570.      680,260.      MT  (+/- 180 meters Scaled)
 OR1193
 OR1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN719828(NAD 83)
 OR1193
 OR1193                          SUPERSEDED SURVEY CONTROL
 OR1193
 OR1193.No superseded survey control is available for this station.
 OR1193
 OR1193_MARKER: DB = BENCH MARK DISK
 OR1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1193_STAMPING: 18-282.98 1976 2156.12
 OR1193_MARK LOGO: SDDT
 OR1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1193+STABILITY: SURFACE MOTION
 OR1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1193+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1193
 OR1193  HISTORY     - Date     Condition        Report By
 OR1193  HISTORY     - 1976     MONUMENTED       SDDT
 OR1193  HISTORY     - 19930927 GOOD             NGS
 OR1193  HISTORY     - 20130105 GOOD             INDIV
 OR1193
 OR1193                          STATION DESCRIPTION
 OR1193
 OR1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1193'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1193'STATE HIGHWAY 47 IN GREGORY, 48.5 M (159.1 FT) EAST OF A T-FENCE
 OR1193'CORNER AND THE CENTER GATE POST OF 2 FIELD ENTRANCES, 48.0 M (157.5
 OR1193'FT) NORTHEAST OF MILEPOST 283, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY
 OR1193'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OR1193'FT) SOUTH OF A FENCE, 0.15 M (0.49 FT) SOUTH OF A WITNESS POST, AND
 OR1193'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1193
 OR1193                          STATION RECOVERY (2013)
 OR1193
 OR1193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1192 ***********************************************************************
 OR1192  CBN         -  This is a Cooperative Base Network Control Station.
 OR1192  DESIGNATION -  18 283.50
 OR1192  PID         -  OR1192
 OR1192  STATE/COUNTY-  SD/GREGORY
 OR1192  COUNTRY     -  US
 OR1192  USGS QUAD   -  BURKE (2017)
 OR1192
 OR1192                         *CURRENT SURVEY CONTROL
 OR1192  ______________________________________________________________________
 OR1192* NAD 83(2011) POSITION- 43 11 54.18037(N) 099 20 12.44007(W)   ADJUSTED
 OR1192* NAD 83(2011) ELLIP HT-   632.031 (meters)        (06/27/12)   ADJUSTED
 OR1192* NAD 83(2011) EPOCH   -  2010.00
 OR1192* NAVD 88 ORTHO HEIGHT -   657.765 (meters)     2158.02  (feet) ADJUSTED
 OR1192  ______________________________________________________________________
 OR1192  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 OR1192  NAD 83(2011) X  -   -755,597.394 (meters)                     COMP
 OR1192  NAD 83(2011) Y  - -4,595,653.571 (meters)                     COMP
 OR1192  NAD 83(2011) Z  -  4,344,026.902 (meters)                     COMP
 OR1192  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 OR1192  DYNAMIC HEIGHT  -        657.515 (meters)     2157.20  (feet) COMP
 OR1192  MODELED GRAVITY -    980,219.5   (mgal)                       NAVD 88
 OR1192
 OR1192  VERT ORDER      -  FIRST     CLASS II
 OR1192
 OR1192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1192  Standards:
 OR1192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1192  -------------------------------------------------------------------
 OR1192  NETWORK    0.99   2.90           0.46   0.32   1.48     -0.05497374
 OR1192  -------------------------------------------------------------------
 OR1192  Click here for local accuracies and other accuracy information.
 OR1192
 OR1192.The horizontal coordinates were established by GPS observations
 OR1192.and adjusted by the National Geodetic Survey in June 2012.
 OR1192
 OR1192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1192.been affixed to the stable North American tectonic plate. See 
 OR1192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1192
 OR1192.The horizontal coordinates are valid at the epoch date displayed above
 OR1192.which is a decimal equivalence of Year/Month/Day.
 OR1192
 OR1192.The orthometric height was determined by differential leveling and
 OR1192.adjusted by the NATIONAL GEODETIC SURVEY
 OR1192.in June 1994.
 OR1192
 OR1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1192.GEOID18 height accuracy estimate available here.
 OR1192
 OR1192.Click photographs - Photos may exist for this station.
 OR1192
 OR1192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1192
 OR1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1192
 OR1192.The ellipsoidal height was determined by GPS observations
 OR1192.and is referenced to NAD 83.
 OR1192
 OR1192.The dynamic height is computed by dividing the NAVD 88
 OR1192.geopotential number by the normal gravity value computed on the
 OR1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1192.degrees latitude (g = 980.6199 gals.).
 OR1192
 OR1192.The modeled gravity was interpolated from observed gravity values.
 OR1192
 OR1192. The following values were computed from the NAD 83(2011) position.
 OR1192
 OR1192;                    North         East     Units Scale Factor Converg.
 OR1192;SPC SD S     -    96,585.225   680,989.958   MT  0.99993358   +0 41 14.9
 OR1192;SPC SD S     -   316,880.03  2,234,214.55   sFT  0.99993358   +0 41 14.9
 OR1192;UTM  14      - 4,782,900.372   472,637.362   MT  0.99960921   -0 13 50.0
 OR1192
 OR1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1192!SPC SD S     -   0.99990089  x   0.99993358  =   0.99983448
 OR1192!UTM  14      -   0.99990089  x   0.99960921  =   0.99951014
 OR1192
 OR1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7263782900(NAD 83)
 OR1192
 OR1192                          SUPERSEDED SURVEY CONTROL
 OR1192
 OR1192  NAD 83(2007)-  43 11 54.18040(N)    099 20 12.44089(W) AD(2002.00) 0
 OR1192  ELLIP H (02/10/07)  632.064  (m)                       GP(2002.00)    
 OR1192  ELLIP H (04/15/04)  632.045  (m)                       GP(       ) 2 1
 OR1192  NAD 83(1996)-  43 11 54.18002(N)    099 20 12.44078(W) AD(       ) B
 OR1192  ELLIP H (04/18/97)  632.091  (m)                       GP(       ) 4 1
 OR1192  NAVD 88             657.77   (m)         2158.0    (f) LEVELING    3  
 OR1192
 OR1192.Superseded values are not recommended for survey control.
 OR1192
 OR1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1192.See file dsdata.pdf to determine how the superseded data were derived.
 OR1192
 OR1192_MARKER: Z = SEE DESCRIPTION
 OR1192_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1192_STAMPING: 18-283.50 1993
 OR1192_MARK LOGO: NGS
 OR1192_PROJECTION: FLUSH
 OR1192_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1192+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1192_ROD/PIPE-DEPTH: 6.4 meters
 OR1192_SLEEVE-DEPTH  : 1.8 meters
 OR1192
 OR1192  HISTORY     - Date     Condition        Report By
 OR1192  HISTORY     - 1993     MONUMENTED       SDDT
 OR1192  HISTORY     - 19930927 GOOD             NGS
 OR1192  HISTORY     - 19960715 GOOD             NGS
 OR1192  HISTORY     - 20130105 GOOD             INDIV
 OR1192
 OR1192                          STATION DESCRIPTION
 OR1192
 OR1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1192'9.0 KM (5.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1192'STATE HIGHWAY 47 IN GREGORY, 748.0 M (2454.1 FT) EAST OF MILEPOST
 OR1192'283, 33.0 M (108.3 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 30.5 M
 OR1192'(100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) SOUTH OF A
 OR1192'FENCE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OR1192'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 OR1192'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1192
 OR1192                          STATION RECOVERY (1996)
 OR1192
 OR1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1192'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF GREGORY AND 2.7
 OR1192'MI (4.3 KM) WEST OF BURKE, ON U.S. HIGHWAY 18.  OWNERSHIP--THE STATE
 OR1192'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 OR1192'HIGHWAY 18 AND STATE HIGHWAY 47 SOUTH IN BURKE, GO WEST ON U.S.
 OR1192'HIGHWAY 18 FOR 2.6 MI (4.2 KM) TO A COUNTY ROAD LEADING NORTH AND THE
 OR1192'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 OR1192'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 OR1192'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 31.7 M (104.0 FT) WEST OF THE
 OR1192'CENTER OF THE ROAD, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE,
 OR1192'23.5 M (77.1 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT) SOUTH OF A
 OR1192'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) NORTH OF A METAL GUARD
 OR1192'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OR1192'AND THEN A 4-INCH PVC CAP.
 OR1192
 OR1192                          STATION RECOVERY (2013)
 OR1192
 OR1192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1191 ***********************************************************************
 OR1191  DESIGNATION -  18 283.87
 OR1191  PID         -  OR1191
 OR1191  STATE/COUNTY-  SD/GREGORY
 OR1191  COUNTRY     -  US
 OR1191  USGS QUAD   -  BURKE (2017)
 OR1191
 OR1191                         *CURRENT SURVEY CONTROL
 OR1191  ______________________________________________________________________
 OR1191* NAD 83(1986) POSITION- 43 11 53.     (N) 099 19 43.     (W)   SCALED
 OR1191* NAVD 88 ORTHO HEIGHT -   662.860 (meters)     2174.73  (feet) ADJUSTED
 OR1191  ______________________________________________________________________
 OR1191  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 OR1191  DYNAMIC HEIGHT  -        662.609 (meters)     2173.91  (feet) COMP
 OR1191  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 OR1191
 OR1191  VERT ORDER      -  FIRST     CLASS II
 OR1191
 OR1191.The horizontal coordinates were scaled from a map and have
 OR1191.an estimated accuracy of +/- 6 seconds.
 OR1191
 OR1191.The orthometric height was determined by differential leveling and
 OR1191.adjusted by the NATIONAL GEODETIC SURVEY
 OR1191.in June 1994.
 OR1191
 OR1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1191.GEOID18 height accuracy estimate available here.
 OR1191
 OR1191.Click photographs - Photos may exist for this station.
 OR1191
 OR1191.The dynamic height is computed by dividing the NAVD 88
 OR1191.geopotential number by the normal gravity value computed on the
 OR1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1191.degrees latitude (g = 980.6199 gals.).
 OR1191
 OR1191.The modeled gravity was interpolated from observed gravity values.
 OR1191
 OR1191;                    North         East    Units  Estimated Accuracy
 OR1191;SPC SD S     -    96,560.      681,660.      MT  (+/- 180 meters Scaled)
 OR1191
 OR1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN733828(NAD 83)
 OR1191
 OR1191                          SUPERSEDED SURVEY CONTROL
 OR1191
 OR1191.No superseded survey control is available for this station.
 OR1191
 OR1191_MARKER: DB = BENCH MARK DISK
 OR1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1191_STAMPING: 18-283.87 1976
 OR1191_MARK LOGO: SDDT
 OR1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1191+STABILITY: SURFACE MOTION
 OR1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1191+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 OR1191
 OR1191  HISTORY     - Date     Condition        Report By
 OR1191  HISTORY     - 1976     MONUMENTED       SDDT
 OR1191  HISTORY     - 19930927 GOOD             NGS
 OR1191
 OR1191                          STATION DESCRIPTION
 OR1191
 OR1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1191'9.7 KM (6.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1191'STATE HIGHWAY 47 IN GREGORY, 170.0 M (557.7 FT) NORTHWEST OF MILEPOST
 OR1191'284, 50.0 M (164.0 FT) EAST OF THE CENTER OF A TRACK ROAD, 30.0 M
 OR1191'(98.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 OR1191'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 OR1191'THE CENTER 1 OF 5 BRACED FENCE POSTS, 0.3 M (1.0 FT) SOUTHWEST OF A
 OR1191'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OR1191'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1190 ***********************************************************************
 OR1190  DESIGNATION -  18 284.86
 OR1190  PID         -  OR1190
 OR1190  STATE/COUNTY-  SD/GREGORY
 OR1190  COUNTRY     -  US
 OR1190  USGS QUAD   -  BURKE (2017)
 OR1190
 OR1190                         *CURRENT SURVEY CONTROL
 OR1190  ______________________________________________________________________
 OR1190* NAD 83(1986) POSITION- 43 11 23.     (N) 099 18 44.     (W)   SCALED
 OR1190* NAVD 88 ORTHO HEIGHT -   675.835 (meters)     2217.30  (feet) ADJUSTED
 OR1190  ______________________________________________________________________
 OR1190  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 OR1190  DYNAMIC HEIGHT  -        675.580 (meters)     2216.47  (feet) COMP
 OR1190  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 OR1190
 OR1190  VERT ORDER      -  FIRST     CLASS II
 OR1190
 OR1190.The horizontal coordinates were scaled from a map and have
 OR1190.an estimated accuracy of +/- 6 seconds.
 OR1190
 OR1190.The orthometric height was determined by differential leveling and
 OR1190.adjusted by the NATIONAL GEODETIC SURVEY
 OR1190.in June 1994.
 OR1190
 OR1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1190.GEOID18 height accuracy estimate available here.
 OR1190
 OR1190.Click photographs - Photos may exist for this station.
 OR1190
 OR1190.The dynamic height is computed by dividing the NAVD 88
 OR1190.geopotential number by the normal gravity value computed on the
 OR1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1190.degrees latitude (g = 980.6199 gals.).
 OR1190
 OR1190.The modeled gravity was interpolated from observed gravity values.
 OR1190
 OR1190;                    North         East    Units  Estimated Accuracy
 OR1190;SPC SD S     -    95,650.      683,000.      MT  (+/- 180 meters Scaled)
 OR1190
 OR1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN746819(NAD 83)
 OR1190
 OR1190                          SUPERSEDED SURVEY CONTROL
 OR1190
 OR1190.No superseded survey control is available for this station.
 OR1190
 OR1190_MARKER: DB = BENCH MARK DISK
 OR1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1190_STAMPING: 18-284.86 1976 2216.18
 OR1190_MARK LOGO: SDDT
 OR1190_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1190+STABILITY: SURFACE MOTION
 OR1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1190+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1190
 OR1190  HISTORY     - Date     Condition        Report By
 OR1190  HISTORY     - 1976     MONUMENTED       SDDT
 OR1190  HISTORY     - 19930927 GOOD             NGS
 OR1190  HISTORY     - 20130105 GOOD             INDIV
 OR1190
 OR1190                          STATION DESCRIPTION
 OR1190
 OR1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1190'11.3 KM (7.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1190'OF STATE HIGHWAY 47 IN GREGORY, 1.45 KM (0.90 MI) SOUTHEAST OF
 OR1190'MILEPOST 284, 30.5 M (100.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1190'23.7 M (77.8 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY AND GATE, 1.6
 OR1190'M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.15 M (0.49 FT) SOUTHWEST
 OR1190'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OR1190'ABOVE THE GROUND SURFACE.
 OR1190
 OR1190                          STATION RECOVERY (2013)
 OR1190
 OR1190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1189 ***********************************************************************
 OR1189  DESIGNATION -  18 285.50
 OR1189  PID         -  OR1189
 OR1189  STATE/COUNTY-  SD/GREGORY
 OR1189  COUNTRY     -  US
 OR1189  USGS QUAD   -  BURKE (2017)
 OR1189
 OR1189                         *CURRENT SURVEY CONTROL
 OR1189  ______________________________________________________________________
 OR1189* NAD 83(1986) POSITION- 43 11 01.     (N) 099 18 12.     (W)   SCALED
 OR1189* NAVD 88 ORTHO HEIGHT -   672.337 (meters)     2205.83  (feet) ADJUSTED
 OR1189  ______________________________________________________________________
 OR1189  GEOID HEIGHT    -        -25.745 (meters)                     GEOID18
 OR1189  DYNAMIC HEIGHT  -        672.083 (meters)     2204.99  (feet) COMP
 OR1189  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 OR1189
 OR1189  VERT ORDER      -  FIRST     CLASS II
 OR1189
 OR1189.The horizontal coordinates were scaled from a map and have
 OR1189.an estimated accuracy of +/- 6 seconds.
 OR1189
 OR1189.The orthometric height was determined by differential leveling and
 OR1189.adjusted by the NATIONAL GEODETIC SURVEY
 OR1189.in June 1994.
 OR1189
 OR1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1189.GEOID18 height accuracy estimate available here.
 OR1189
 OR1189.Click photographs - Photos may exist for this station.
 OR1189
 OR1189.The dynamic height is computed by dividing the NAVD 88
 OR1189.geopotential number by the normal gravity value computed on the
 OR1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1189.degrees latitude (g = 980.6199 gals.).
 OR1189
 OR1189.The modeled gravity was interpolated from observed gravity values.
 OR1189
 OR1189;                    North         East    Units  Estimated Accuracy
 OR1189;SPC SD S     -    94,980.      683,730.      MT  (+/- 180 meters Scaled)
 OR1189
 OR1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN753812(NAD 83)
 OR1189
 OR1189                          SUPERSEDED SURVEY CONTROL
 OR1189
 OR1189.No superseded survey control is available for this station.
 OR1189
 OR1189_MARKER: DB = BENCH MARK DISK
 OR1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1189_STAMPING: 18-285.50 1993
 OR1189_MARK LOGO: SDDT
 OR1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1189+STABILITY: SURFACE MOTION
 OR1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1189+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 OR1189
 OR1189  HISTORY     - Date     Condition        Report By
 OR1189  HISTORY     - 1993     MONUMENTED       SDDT
 OR1189  HISTORY     - 19930927 GOOD             NGS
 OR1189  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR1189
 OR1189                          STATION DESCRIPTION
 OR1189
 OR1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1189'12.2 KM (7.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1189'OF STATE HIGHWAY 47 IN GREGORY, 671.0 M (2201.4 FT) SOUTHEAST OF
 OR1189'MILEPOST 285, 31.2 M (102.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1189'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 OR1189'SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTHEAST OF A FENCE
 OR1189'CORNER POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OR1189'GROUND SURFACE.
 OR1189
 OR1189                          STATION RECOVERY (2013)
 OR1189
 OR1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1188 ***********************************************************************
 OR1188  DESIGNATION -  18 286.47
 OR1188  PID         -  OR1188
 OR1188  STATE/COUNTY-  SD/GREGORY
 OR1188  COUNTRY     -  US
 OR1188  USGS QUAD   -  BURKE (2017)
 OR1188
 OR1188                         *CURRENT SURVEY CONTROL
 OR1188  ______________________________________________________________________
 OR1188* NAD 83(1986) POSITION- 43 10 33.77   (N) 099 17 11.74   (W)   HD_HELD1
 OR1188* NAVD 88 ORTHO HEIGHT -   671.067 (meters)     2201.66  (feet) ADJUSTED
 OR1188  ______________________________________________________________________
 OR1188  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 OR1188  DYNAMIC HEIGHT  -        670.814 (meters)     2200.83  (feet) COMP
 OR1188  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 OR1188
 OR1188  VERT ORDER      -  FIRST     CLASS II
 OR1188
 OR1188.The horizontal coordinates were determined by differentially corrected
 OR1188.hand held GPS observations or other comparable positioning techniques
 OR1188.and have an estimated accuracy of +/- 3 meters.
 OR1188
 OR1188.The orthometric height was determined by differential leveling and
 OR1188.adjusted by the NATIONAL GEODETIC SURVEY
 OR1188.in June 1994.
 OR1188
 OR1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1188.GEOID18 height accuracy estimate available here.
 OR1188
 OR1188.Click photographs - Photos may exist for this station.
 OR1188
 OR1188.The dynamic height is computed by dividing the NAVD 88
 OR1188.geopotential number by the normal gravity value computed on the
 OR1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1188.degrees latitude (g = 980.6199 gals.).
 OR1188
 OR1188.The modeled gravity was interpolated from observed gravity values.
 OR1188
 OR1188;                    North         East    Units  Estimated Accuracy
 OR1188;SPC SD S     -    94,154.3     685,100.4     MT  (+/- 3 meters HH1 GPS) 
 OR1188
 OR1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7670680404(NAD 83)
 OR1188
 OR1188                          SUPERSEDED SURVEY CONTROL
 OR1188
 OR1188.No superseded survey control is available for this station.
 OR1188
 OR1188_MARKER: DB = BENCH MARK DISK
 OR1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1188_STAMPING: 18-286.47 1976 2200.53
 OR1188_MARK LOGO: SDDT
 OR1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1188+STABILITY: SURFACE MOTION
 OR1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1188+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1188
 OR1188  HISTORY     - Date     Condition        Report By
 OR1188  HISTORY     - 1976     MONUMENTED       SDDT
 OR1188  HISTORY     - 19930927 GOOD             NGS
 OR1188  HISTORY     - 20130105 GOOD             INDIV
 OR1188
 OR1188                          STATION DESCRIPTION
 OR1188
 OR1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1188'13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1188'OF STATE HIGHWAY 47 IN GREGORY, 800.0 M (2624.7 FT) SOUTHEAST OF
 OR1188'MILEPOST 286, 31.0 M (101.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1188'28.7 M (94.2 FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD, 1.7 M (5.6
 OR1188'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF AN
 OR1188'UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OR1188'POST, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS
 OR1188'FLUSH WITH THE GROUND SURFACE.
 OR1188
 OR1188                          STATION RECOVERY (2013)
 OR1188
 OR1188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1187 ***********************************************************************
 OR1187  DESIGNATION -  18 287.40
 OR1187  PID         -  OR1187
 OR1187  STATE/COUNTY-  SD/GREGORY
 OR1187  COUNTRY     -  US
 OR1187  USGS QUAD   -  BURKE (2017)
 OR1187
 OR1187                         *CURRENT SURVEY CONTROL
 OR1187  ______________________________________________________________________
 OR1187* NAD 83(1986) POSITION- 43 10 01.     (N) 099 16 24.     (W)   SCALED
 OR1187* NAVD 88 ORTHO HEIGHT -   667.279 (meters)     2189.23  (feet) ADJUSTED
 OR1187  ______________________________________________________________________
 OR1187  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 OR1187  DYNAMIC HEIGHT  -        667.028 (meters)     2188.41  (feet) COMP
 OR1187  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 OR1187
 OR1187  VERT ORDER      -  FIRST     CLASS II
 OR1187
 OR1187.The horizontal coordinates were scaled from a map and have
 OR1187.an estimated accuracy of +/- 6 seconds.
 OR1187
 OR1187.The orthometric height was determined by differential leveling and
 OR1187.adjusted by the NATIONAL GEODETIC SURVEY
 OR1187.in June 1994.
 OR1187
 OR1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1187.GEOID18 height accuracy estimate available here.
 OR1187
 OR1187.Click photographs - Photos may exist for this station.
 OR1187
 OR1187.The dynamic height is computed by dividing the NAVD 88
 OR1187.geopotential number by the normal gravity value computed on the
 OR1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1187.degrees latitude (g = 980.6199 gals.).
 OR1187
 OR1187.The modeled gravity was interpolated from observed gravity values.
 OR1187
 OR1187;                    North         East    Units  Estimated Accuracy
 OR1187;SPC SD S     -    93,160.      686,190.      MT  (+/- 180 meters Scaled)
 OR1187
 OR1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN777793(NAD 83)
 OR1187
 OR1187                          SUPERSEDED SURVEY CONTROL
 OR1187
 OR1187.No superseded survey control is available for this station.
 OR1187
 OR1187_MARKER: DB = BENCH MARK DISK
 OR1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1187_STAMPING: 18-287.40 1993
 OR1187_MARK LOGO: SDDT
 OR1187_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1187+STABILITY: SURFACE MOTION
 OR1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1187+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1187
 OR1187  HISTORY     - Date     Condition        Report By
 OR1187  HISTORY     - 1993     MONUMENTED       SDDT
 OR1187  HISTORY     - 19930927 GOOD             NGS
 OR1187  HISTORY     - 20130105 GOOD             INDIV
 OR1187
 OR1187                          STATION DESCRIPTION
 OR1187
 OR1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1187'15.4 KM (9.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1187'OF STATE HIGHWAY 47 IN GREGORY, 668.0 M (2191.6 FT) SOUTHEAST OF
 OR1187'MILEPOST 287, 48.8 M (160.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1187'11.7 M (38.4 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND
 OR1187'GATE, 0.4 M (1.3 FT) SOUTHWEST OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A
 OR1187'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OR1187'GROUND SURFACE.
 OR1187
 OR1187                          STATION RECOVERY (2013)
 OR1187
 OR1187'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1186 ***********************************************************************
 OR1186  DESIGNATION -  18 288.40
 OR1186  PID         -  OR1186
 OR1186  STATE/COUNTY-  SD/GREGORY
 OR1186  COUNTRY     -  US
 OR1186  USGS QUAD   -  BURKE (2017)
 OR1186
 OR1186                         *CURRENT SURVEY CONTROL
 OR1186  ______________________________________________________________________
 OR1186* NAD 83(1986) POSITION- 43 09 16.     (N) 099 15 49.     (W)   SCALED
 OR1186* NAVD 88 ORTHO HEIGHT -   667.039 (meters)     2188.44  (feet) ADJUSTED
 OR1186  ______________________________________________________________________
 OR1186  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 OR1186  DYNAMIC HEIGHT  -        666.787 (meters)     2187.62  (feet) COMP
 OR1186  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 OR1186
 OR1186  VERT ORDER      -  FIRST     CLASS II
 OR1186
 OR1186.The horizontal coordinates were scaled from a map and have
 OR1186.an estimated accuracy of +/- 6 seconds.
 OR1186
 OR1186.The orthometric height was determined by differential leveling and
 OR1186.adjusted by the NATIONAL GEODETIC SURVEY
 OR1186.in June 1994.
 OR1186
 OR1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1186.GEOID18 height accuracy estimate available here.
 OR1186
 OR1186.Click photographs - Photos may exist for this station.
 OR1186
 OR1186.The dynamic height is computed by dividing the NAVD 88
 OR1186.geopotential number by the normal gravity value computed on the
 OR1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1186.degrees latitude (g = 980.6199 gals.).
 OR1186
 OR1186.The modeled gravity was interpolated from observed gravity values.
 OR1186
 OR1186;                    North         East    Units  Estimated Accuracy
 OR1186;SPC SD S     -    91,780.      687,000.      MT  (+/- 180 meters Scaled)
 OR1186
 OR1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN785779(NAD 83)
 OR1186
 OR1186                          SUPERSEDED SURVEY CONTROL
 OR1186
 OR1186.No superseded survey control is available for this station.
 OR1186
 OR1186_MARKER: DB = BENCH MARK DISK
 OR1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1186_STAMPING: 18-288.40 1993
 OR1186_MARK LOGO: SDDT
 OR1186_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1186+STABILITY: SURFACE MOTION
 OR1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1186+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1186
 OR1186  HISTORY     - Date     Condition        Report By
 OR1186  HISTORY     - 1993     MONUMENTED       SDDT
 OR1186  HISTORY     - 19930927 GOOD             NGS
 OR1186  HISTORY     - 20130105 GOOD             INDIV
 OR1186
 OR1186                          STATION DESCRIPTION
 OR1186
 OR1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1186'17.1 KM (10.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1186'OF STATE HIGHWAY 47 IN GREGORY, 731.0 M (2398.3 FT) NORTH OF MILEPOST
 OR1186'288, 43.7 M (143.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 15.0 M
 OR1186'(49.2 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT)
 OR1186'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS
 OR1186'POST, 0.15 M (0.49 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 OR1186'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1186
 OR1186                          STATION RECOVERY (2013)
 OR1186
 OR1186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1185 ***********************************************************************
 OR1185  DESIGNATION -  18 288.80
 OR1185  PID         -  OR1185
 OR1185  STATE/COUNTY-  SD/GREGORY
 OR1185  COUNTRY     -  US
 OR1185  USGS QUAD   -  BURKE (2017)
 OR1185
 OR1185                         *CURRENT SURVEY CONTROL
 OR1185  ______________________________________________________________________
 OR1185* NAD 83(1986) POSITION- 43 09 04.     (N) 099 15 28.     (W)   SCALED
 OR1185* NAVD 88 ORTHO HEIGHT -   668.138 (meters)     2192.05  (feet) ADJUSTED
 OR1185  ______________________________________________________________________
 OR1185  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 OR1185  DYNAMIC HEIGHT  -        667.886 (meters)     2191.22  (feet) COMP
 OR1185  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 OR1185
 OR1185  VERT ORDER      -  FIRST     CLASS II
 OR1185
 OR1185.The horizontal coordinates were scaled from a map and have
 OR1185.an estimated accuracy of +/- 6 seconds.
 OR1185
 OR1185.The orthometric height was determined by differential leveling and
 OR1185.adjusted by the NATIONAL GEODETIC SURVEY
 OR1185.in June 1994.
 OR1185
 OR1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1185.GEOID18 height accuracy estimate available here.
 OR1185
 OR1185.Click photographs - Photos may exist for this station.
 OR1185
 OR1185.The dynamic height is computed by dividing the NAVD 88
 OR1185.geopotential number by the normal gravity value computed on the
 OR1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1185.degrees latitude (g = 980.6199 gals.).
 OR1185
 OR1185.The modeled gravity was interpolated from observed gravity values.
 OR1185
 OR1185;                    North         East    Units  Estimated Accuracy
 OR1185;SPC SD S     -    91,410.      687,480.      MT  (+/- 180 meters Scaled)
 OR1185
 OR1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN790776(NAD 83)
 OR1185
 OR1185                          SUPERSEDED SURVEY CONTROL
 OR1185
 OR1185.No superseded survey control is available for this station.
 OR1185
 OR1185_MARKER: Z = SEE DESCRIPTION
 OR1185_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1185_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1185_STAMPING: 18-288.80 1993
 OR1185_MARK LOGO: NGS
 OR1185_PROJECTION: FLUSH
 OR1185_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1185+STABILITY: POSITION/ELEVATION WELL
 OR1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1185+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1185_ROD/PIPE-DEPTH: 6.4 meters
 OR1185_SLEEVE-DEPTH  : 3.0 meters
 OR1185
 OR1185  HISTORY     - Date     Condition        Report By
 OR1185  HISTORY     - 1993     MONUMENTED       SDDT
 OR1185  HISTORY     - 19930927 GOOD             NGS
 OR1185  HISTORY     - 20130105 GOOD             INDIV
 OR1185
 OR1185                          STATION DESCRIPTION
 OR1185
 OR1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1185'17.7 KM (11.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1185'OF STATE HIGHWAY 47 IN GREGORY, 322.0 M (1056.4 FT) SOUTHEAST OF
 OR1185'MILEPOST 288, 43.7 M (143.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1185'26.0 M (85.3 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 12.3 M
 OR1185'(40.4 FT) NORTHWEST OF A FENCE CORNER, 1.7 M (5.6 FT) ABOVE THE LEVEL
 OR1185'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M
 OR1185'(1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 OR1185'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OR1185'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OR1185'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OR1185'PVC CAP.
 OR1185
 OR1185                          STATION RECOVERY (2013)
 OR1185
 OR1185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1184 ***********************************************************************
 OR1184  DESIGNATION -  18 290.05
 OR1184  PID         -  OR1184
 OR1184  STATE/COUNTY-  SD/GREGORY
 OR1184  COUNTRY     -  US
 OR1184  USGS QUAD   -  HERRICK NW (2017)
 OR1184
 OR1184                         *CURRENT SURVEY CONTROL
 OR1184  ______________________________________________________________________
 OR1184* NAD 83(1986) POSITION- 43 08 24.     (N) 099 14 18.     (W)   SCALED
 OR1184* NAVD 88 ORTHO HEIGHT -   667.160 (meters)     2188.84  (feet) ADJUSTED
 OR1184  ______________________________________________________________________
 OR1184  GEOID HEIGHT    -        -25.745 (meters)                     GEOID18
 OR1184  DYNAMIC HEIGHT  -        666.907 (meters)     2188.01  (feet) COMP
 OR1184  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 OR1184
 OR1184  VERT ORDER      -  FIRST     CLASS II
 OR1184
 OR1184.The horizontal coordinates were scaled from a map and have
 OR1184.an estimated accuracy of +/- 6 seconds.
 OR1184
 OR1184.The orthometric height was determined by differential leveling and
 OR1184.adjusted by the NATIONAL GEODETIC SURVEY
 OR1184.in June 1994.
 OR1184
 OR1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1184.GEOID18 height accuracy estimate available here.
 OR1184
 OR1184.Click photographs - Photos may exist for this station.
 OR1184
 OR1184.The dynamic height is computed by dividing the NAVD 88
 OR1184.geopotential number by the normal gravity value computed on the
 OR1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1184.degrees latitude (g = 980.6199 gals.).
 OR1184
 OR1184.The modeled gravity was interpolated from observed gravity values.
 OR1184
 OR1184;                    North         East    Units  Estimated Accuracy
 OR1184;SPC SD S     -    90,200.      689,080.      MT  (+/- 180 meters Scaled)
 OR1184
 OR1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN806763(NAD 83)
 OR1184
 OR1184                          SUPERSEDED SURVEY CONTROL
 OR1184
 OR1184.No superseded survey control is available for this station.
 OR1184
 OR1184_MARKER: DB = BENCH MARK DISK
 OR1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1184_STAMPING: 18-290.05 1993
 OR1184_MARK LOGO: SDDT
 OR1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1184+STABILITY: SURFACE MOTION
 OR1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1184+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1184
 OR1184  HISTORY     - Date     Condition        Report By
 OR1184  HISTORY     - 1993     MONUMENTED       SDDT
 OR1184  HISTORY     - 19930927 GOOD             NGS
 OR1184  HISTORY     - 20130105 GOOD             INDIV
 OR1184
 OR1184                          STATION DESCRIPTION
 OR1184
 OR1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1184'19.6 KM (12.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1184'OF STATE HIGHWAY 47 IN GREGORY, 60.2 M (197.5 FT) NORTH OF MILEPOST
 OR1184'290, 42.9 M (140.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.8 M
 OR1184'(38.7 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3 FT)
 OR1184'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS
 OR1184'POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 OR1184'FLUSH WITH THE GROUND SURFACE.
 OR1184
 OR1184                          STATION RECOVERY (2013)
 OR1184
 OR1184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1183 ***********************************************************************
 OR1183  DESIGNATION -  18 291.25
 OR1183  PID         -  OR1183
 OR1183  STATE/COUNTY-  SD/GREGORY
 OR1183  COUNTRY     -  US
 OR1183  USGS QUAD   -  HERRICK NW (2017)
 OR1183
 OR1183                         *CURRENT SURVEY CONTROL
 OR1183  ______________________________________________________________________
 OR1183* NAD 83(1986) POSITION- 43 08 02.     (N) 099 13 02.     (W)   SCALED
 OR1183* NAVD 88 ORTHO HEIGHT -   662.850 (meters)     2174.70  (feet) ADJUSTED
 OR1183  ______________________________________________________________________
 OR1183  GEOID HEIGHT    -        -25.762 (meters)                     GEOID18
 OR1183  DYNAMIC HEIGHT  -        662.598 (meters)     2173.87  (feet) COMP
 OR1183  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 OR1183
 OR1183  VERT ORDER      -  FIRST     CLASS II
 OR1183
 OR1183.The horizontal coordinates were scaled from a map and have
 OR1183.an estimated accuracy of +/- 6 seconds.
 OR1183
 OR1183.The orthometric height was determined by differential leveling and
 OR1183.adjusted by the NATIONAL GEODETIC SURVEY
 OR1183.in June 1994.
 OR1183
 OR1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1183.GEOID18 height accuracy estimate available here.
 OR1183
 OR1183.Click photographs - Photos may exist for this station.
 OR1183
 OR1183.The dynamic height is computed by dividing the NAVD 88
 OR1183.geopotential number by the normal gravity value computed on the
 OR1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1183.degrees latitude (g = 980.6199 gals.).
 OR1183
 OR1183.The modeled gravity was interpolated from observed gravity values.
 OR1183
 OR1183;                    North         East    Units  Estimated Accuracy
 OR1183;SPC SD S     -    89,550.      690,800.      MT  (+/- 180 meters Scaled)
 OR1183
 OR1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN823757(NAD 83)
 OR1183
 OR1183                          SUPERSEDED SURVEY CONTROL
 OR1183
 OR1183.No superseded survey control is available for this station.
 OR1183
 OR1183_MARKER: DB = BENCH MARK DISK
 OR1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1183_STAMPING: 18-291.25 1993
 OR1183_MARK LOGO: SDDT
 OR1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1183+STABILITY: SURFACE MOTION
 OR1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1183+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2013
 OR1183
 OR1183  HISTORY     - Date     Condition        Report By
 OR1183  HISTORY     - 1993     MONUMENTED       SDDT
 OR1183  HISTORY     - 19930927 GOOD             NGS
 OR1183  HISTORY     - 20130105 GOOD             INDIV
 OR1183
 OR1183                          STATION DESCRIPTION
 OR1183
 OR1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1183'21.4 KM (13.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1183'OF STATE HIGHWAY 47 IN GREGORY, 393.0 M (1289.4 FT) SOUTHEAST OF
 OR1183'MILEPOST 291, 45.5 M (149.3 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OR1183'30.1 M (98.8 FT) SOUTHEAST OF BENCH MARK P 296, 10.0 M (32.8 FT)
 OR1183'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) SOUTHWEST
 OR1183'OF A FENCE CORNER AND THE WEST GATE POST OF A FIELD ENTRANCE, 0.1 M
 OR1183'(0.3 FT) SOUTHWEST OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A
 OR1183'WITNESS POST, 0.1 M (0.3 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 OR1183'WARNING SIGN, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OR1183'GROUND SURFACE.
 OR1183
 OR1183                          STATION RECOVERY (2013)
 OR1183
 OR1183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1182 ***********************************************************************
 OR1182  DESIGNATION -  18 292.25
 OR1182  PID         -  OR1182
 OR1182  STATE/COUNTY-  SD/GREGORY
 OR1182  COUNTRY     -  US
 OR1182  USGS QUAD   -  HERRICK NW (2017)
 OR1182
 OR1182                         *CURRENT SURVEY CONTROL
 OR1182  ______________________________________________________________________
 OR1182* NAD 83(1986) POSITION- 43 07 41.     (N) 099 11 56.     (W)   SCALED
 OR1182* NAVD 88 ORTHO HEIGHT -   659.096 (meters)     2162.38  (feet) ADJUSTED
 OR1182  ______________________________________________________________________
 OR1182  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 OR1182  DYNAMIC HEIGHT  -        658.845 (meters)     2161.56  (feet) COMP
 OR1182  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 OR1182
 OR1182  VERT ORDER      -  FIRST     CLASS II
 OR1182
 OR1182.The horizontal coordinates were scaled from a map and have
 OR1182.an estimated accuracy of +/- 6 seconds.
 OR1182
 OR1182.The orthometric height was determined by differential leveling and
 OR1182.adjusted by the NATIONAL GEODETIC SURVEY
 OR1182.in June 1994.
 OR1182
 OR1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1182.GEOID18 height accuracy estimate available here.
 OR1182
 OR1182.Click photographs - Photos may exist for this station.
 OR1182
 OR1182.The dynamic height is computed by dividing the NAVD 88
 OR1182.geopotential number by the normal gravity value computed on the
 OR1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1182.degrees latitude (g = 980.6199 gals.).
 OR1182
 OR1182.The modeled gravity was interpolated from observed gravity values.
 OR1182
 OR1182;                    North         East    Units  Estimated Accuracy
 OR1182;SPC SD S     -    88,920.      692,300.      MT  (+/- 180 meters Scaled)
 OR1182
 OR1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN838750(NAD 83)
 OR1182
 OR1182                          SUPERSEDED SURVEY CONTROL
 OR1182
 OR1182.No superseded survey control is available for this station.
 OR1182
 OR1182_MARKER: DB = BENCH MARK DISK
 OR1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1182_STAMPING: 18-292.25 1993
 OR1182_MARK LOGO: SDDT
 OR1182_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1182+STABILITY: SURFACE MOTION
 OR1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1182+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1182
 OR1182  HISTORY     - Date     Condition        Report By
 OR1182  HISTORY     - 1993     MONUMENTED       SDDT
 OR1182  HISTORY     - 19930927 GOOD             NGS
 OR1182  HISTORY     - 20130115 GOOD             INDIV
 OR1182
 OR1182                          STATION DESCRIPTION
 OR1182
 OR1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1182'22.6 KM (14.05 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1182'OF MAIN STREET IN BONESTEEL, 531.0 M (1742.1 FT) SOUTHEAST OF
 OR1182'MILEPOST 292, 38.0 M (124.7 FT) SOUTHEAST OF THE CENTER OF A GRAVELED
 OR1182'ROAD, 21.5 M (70.5 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 2
 OR1182'UNDERGROUND CABLE JUNCTION BOXES, 17.6 M (57.7 FT) NORTHEAST OF AND
 OR1182'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 OR1182'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OR1182'GROUND SURFACE.
 OR1182
 OR1182                          STATION RECOVERY (2013)
 OR1182
 OR1182'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1181 ***********************************************************************
 OR1181  DESIGNATION -  18 293.30
 OR1181  PID         -  OR1181
 OR1181  STATE/COUNTY-  SD/GREGORY
 OR1181  COUNTRY     -  US
 OR1181  USGS QUAD   -  HERRICK (2017)
 OR1181
 OR1181                         *CURRENT SURVEY CONTROL
 OR1181  ______________________________________________________________________
 OR1181* NAD 83(1986) POSITION- 43 07 21.     (N) 099 10 39.     (W)   SCALED
 OR1181* NAVD 88 ORTHO HEIGHT -   657.194 (meters)     2156.14  (feet) ADJUSTED
 OR1181  ______________________________________________________________________
 OR1181  GEOID HEIGHT    -        -25.793 (meters)                     GEOID18
 OR1181  DYNAMIC HEIGHT  -        656.942 (meters)     2155.32  (feet) COMP
 OR1181  MODELED GRAVITY -    980,215.6   (mgal)                       NAVD 88
 OR1181
 OR1181  VERT ORDER      -  FIRST     CLASS II
 OR1181
 OR1181.The horizontal coordinates were scaled from a map and have
 OR1181.an estimated accuracy of +/- 6 seconds.
 OR1181
 OR1181.The orthometric height was determined by differential leveling and
 OR1181.adjusted by the NATIONAL GEODETIC SURVEY
 OR1181.in June 1994.
 OR1181
 OR1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1181.GEOID18 height accuracy estimate available here.
 OR1181
 OR1181.Click photographs - Photos may exist for this station.
 OR1181
 OR1181.The dynamic height is computed by dividing the NAVD 88
 OR1181.geopotential number by the normal gravity value computed on the
 OR1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1181.degrees latitude (g = 980.6199 gals.).
 OR1181
 OR1181.The modeled gravity was interpolated from observed gravity values.
 OR1181
 OR1181;                    North         East    Units  Estimated Accuracy
 OR1181;SPC SD S     -    88,320.      694,050.      MT  (+/- 180 meters Scaled)
 OR1181
 OR1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN855744(NAD 83)
 OR1181
 OR1181                          SUPERSEDED SURVEY CONTROL
 OR1181
 OR1181.No superseded survey control is available for this station.
 OR1181
 OR1181_MARKER: DB = BENCH MARK DISK
 OR1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1181_STAMPING: 18-293.30 1993
 OR1181_MARK LOGO: SDDT
 OR1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1181+STABILITY: SURFACE MOTION
 OR1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1181+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1181
 OR1181  HISTORY     - Date     Condition        Report By
 OR1181  HISTORY     - 1993     MONUMENTED       SDDT
 OR1181  HISTORY     - 19930927 GOOD             NGS
 OR1181  HISTORY     - 20130115 GOOD             INDIV
 OR1181
 OR1181                          STATION DESCRIPTION
 OR1181
 OR1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1181'20.8 KM (12.90 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1181'OF MAIN STREET IN BONESTEEL, 612.0 M (2007.9 FT) SOUTHEAST OF
 OR1181'MILEPOST 293, 39.2 M (128.6 FT) NORTHEAST OF AND LEVEL WITH THE
 OR1181'CENTERLINE OF THE HIGHWAY, 21.5 M (70.5 FT) EAST OF THE CENTER OF A
 OR1181'GRAVELED ROAD, 16.7 M (54.8 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 OR1181'WARNING SIGN, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE
 OR1181'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1181
 OR1181                          STATION RECOVERY (2013)
 OR1181
 OR1181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1180 ***********************************************************************
 OR1180  DESIGNATION -  18 294.50
 OR1180  PID         -  OR1180
 OR1180  STATE/COUNTY-  SD/GREGORY
 OR1180  COUNTRY     -  US
 OR1180  USGS QUAD   -  HERRICK (2017)
 OR1180
 OR1180                         *CURRENT SURVEY CONTROL
 OR1180  ______________________________________________________________________
 OR1180* NAD 83(1986) POSITION- 43 06 54.21   (N) 099 09 26.59   (W)   HD_HELD1
 OR1180* NAVD 88 ORTHO HEIGHT -   650.743 (meters)     2134.98  (feet) ADJUSTED
 OR1180  ______________________________________________________________________
 OR1180  GEOID HEIGHT    -        -25.805 (meters)                     GEOID18
 OR1180  DYNAMIC HEIGHT  -        650.496 (meters)     2134.17  (feet) COMP
 OR1180  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 OR1180
 OR1180  VERT ORDER      -  FIRST     CLASS II
 OR1180
 OR1180.The horizontal coordinates were determined by differentially corrected
 OR1180.hand held GPS observations or other comparable positioning techniques
 OR1180.and have an estimated accuracy of +/- 3 meters.
 OR1180
 OR1180.The orthometric height was determined by differential leveling and
 OR1180.adjusted by the NATIONAL GEODETIC SURVEY
 OR1180.in June 1994.
 OR1180
 OR1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1180.GEOID18 height accuracy estimate available here.
 OR1180
 OR1180.Click photographs - Photos may exist for this station.
 OR1180
 OR1180.The dynamic height is computed by dividing the NAVD 88
 OR1180.geopotential number by the normal gravity value computed on the
 OR1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1180.degrees latitude (g = 980.6199 gals.).
 OR1180
 OR1180.The modeled gravity was interpolated from observed gravity values.
 OR1180
 OR1180;                    North         East    Units  Estimated Accuracy
 OR1180;SPC SD S     -    87,520.3     695,700.3     MT  (+/- 3 meters HH1 GPS) 
 OR1180
 OR1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8719573603(NAD 83)
 OR1180
 OR1180                          SUPERSEDED SURVEY CONTROL
 OR1180
 OR1180.No superseded survey control is available for this station.
 OR1180
 OR1180_MARKER: DB = BENCH MARK DISK
 OR1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1180_STAMPING: 18-294.50 1993
 OR1180_MARK LOGO: SDDT
 OR1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1180+STABILITY: SURFACE MOTION
 OR1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1180+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1180
 OR1180  HISTORY     - Date     Condition        Report By
 OR1180  HISTORY     - 1993     MONUMENTED       SDDT
 OR1180  HISTORY     - 19930927 GOOD             NGS
 OR1180  HISTORY     - 20130115 GOOD             INDIV
 OR1180
 OR1180                          STATION DESCRIPTION
 OR1180
 OR1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1180'19.0 KM (11.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1180'OF MAIN STREET IN BONESTEEL, 896.0 M (2939.6 FT) EAST OF MILEPOST
 OR1180'294, 23.5 M (77.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 OR1180'22.3 M (73.2 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9
 OR1180'FT) SOUTHEAST OF A FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF
 OR1180'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 OR1180'SOUTHWEST OF A FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OR1180'ABOVE THE GROUND SURFACE.
 OR1180
 OR1180                          STATION RECOVERY (2013)
 OR1180
 OR1180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1179 ***********************************************************************
 OR1179  DESIGNATION -  18 295.65
 OR1179  PID         -  OR1179
 OR1179  STATE/COUNTY-  SD/GREGORY
 OR1179  COUNTRY     -  US
 OR1179  USGS QUAD   -  HERRICK (2017)
 OR1179
 OR1179                         *CURRENT SURVEY CONTROL
 OR1179  ______________________________________________________________________
 OR1179* NAD 83(1986) POSITION- 43 06 23.     (N) 099 08 23.     (W)   SCALED
 OR1179* NAVD 88 ORTHO HEIGHT -   652.335 (meters)     2140.20  (feet) ADJUSTED
 OR1179  ______________________________________________________________________
 OR1179  GEOID HEIGHT    -        -25.812 (meters)                     GEOID18
 OR1179  DYNAMIC HEIGHT  -        652.089 (meters)     2139.40  (feet) COMP
 OR1179  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 OR1179
 OR1179  VERT ORDER      -  FIRST     CLASS II
 OR1179
 OR1179.The horizontal coordinates were scaled from a map and have
 OR1179.an estimated accuracy of +/- 6 seconds.
 OR1179
 OR1179.The orthometric height was determined by differential leveling and
 OR1179.adjusted by the NATIONAL GEODETIC SURVEY
 OR1179.in June 1994.
 OR1179
 OR1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1179.GEOID18 height accuracy estimate available here.
 OR1179
 OR1179.Click photographs - Photos may exist for this station.
 OR1179
 OR1179.The dynamic height is computed by dividing the NAVD 88
 OR1179.geopotential number by the normal gravity value computed on the
 OR1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1179.degrees latitude (g = 980.6199 gals.).
 OR1179
 OR1179.The modeled gravity was interpolated from observed gravity values.
 OR1179
 OR1179;                    North         East    Units  Estimated Accuracy
 OR1179;SPC SD S     -    86,580.      697,150.      MT  (+/- 180 meters Scaled)
 OR1179
 OR1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN886726(NAD 83)
 OR1179
 OR1179                          SUPERSEDED SURVEY CONTROL
 OR1179
 OR1179.No superseded survey control is available for this station.
 OR1179
 OR1179_MARKER: Z = SEE DESCRIPTION
 OR1179_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1179_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1179_STAMPING: 18-295.65 1993
 OR1179_MARK LOGO: NGS
 OR1179_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1179_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1179+STABILITY: POSITION/ELEVATION WELL
 OR1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1179+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1179_ROD/PIPE-DEPTH: 6.4 meters
 OR1179_SLEEVE-DEPTH  : 3.0 meters
 OR1179
 OR1179  HISTORY     - Date     Condition        Report By
 OR1179  HISTORY     - 1993     MONUMENTED       SDDT
 OR1179  HISTORY     - 19930927 GOOD             NGS
 OR1179  HISTORY     - 20130115 GOOD             INDIV
 OR1179
 OR1179                          STATION DESCRIPTION
 OR1179
 OR1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1179'17.2 KM (10.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1179'OF MAIN STREET IN BONESTEEL, 755.0 M (2477.0 FT) EAST OF MILEPOST
 OR1179'295, 29.1 M (95.5 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF
 OR1179'THE HIGHWAY, 20.6 M (67.6 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 OR1179'15.7 M (51.5 FT) NORTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.3
 OR1179'M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST
 OR1179'OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OR1179'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OR1179'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OR1179'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1179
 OR1179                          STATION RECOVERY (2013)
 OR1179
 OR1179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1178 ***********************************************************************
 OR1178  DESIGNATION -  18 296.85
 OR1178  PID         -  OR1178
 OR1178  STATE/COUNTY-  SD/GREGORY
 OR1178  COUNTRY     -  US
 OR1178  USGS QUAD   -  SAINT CHARLES (2017)
 OR1178
 OR1178                         *CURRENT SURVEY CONTROL
 OR1178  ______________________________________________________________________
 OR1178* NAD 83(1986) POSITION- 43 05 48.     (N) 099 07 11.     (W)   SCALED
 OR1178* NAVD 88 ORTHO HEIGHT -   653.850 (meters)     2145.17  (feet) ADJUSTED
 OR1178  ______________________________________________________________________
 OR1178  GEOID HEIGHT    -        -25.820 (meters)                     GEOID18
 OR1178  DYNAMIC HEIGHT  -        653.605 (meters)     2144.37  (feet) COMP
 OR1178  MODELED GRAVITY -    980,225.8   (mgal)                       NAVD 88
 OR1178
 OR1178  VERT ORDER      -  FIRST     CLASS II
 OR1178
 OR1178.The horizontal coordinates were scaled from a map and have
 OR1178.an estimated accuracy of +/- 6 seconds.
 OR1178
 OR1178.The orthometric height was determined by differential leveling and
 OR1178.adjusted by the NATIONAL GEODETIC SURVEY
 OR1178.in June 1994.
 OR1178
 OR1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1178.GEOID18 height accuracy estimate available here.
 OR1178
 OR1178.Click photographs - Photos may exist for this station.
 OR1178
 OR1178.The dynamic height is computed by dividing the NAVD 88
 OR1178.geopotential number by the normal gravity value computed on the
 OR1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1178.degrees latitude (g = 980.6199 gals.).
 OR1178
 OR1178.The modeled gravity was interpolated from observed gravity values.
 OR1178
 OR1178;                    North         East    Units  Estimated Accuracy
 OR1178;SPC SD S     -    85,520.      698,800.      MT  (+/- 180 meters Scaled)
 OR1178
 OR1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN902715(NAD 83)
 OR1178
 OR1178                          SUPERSEDED SURVEY CONTROL
 OR1178
 OR1178.No superseded survey control is available for this station.
 OR1178
 OR1178_MARKER: DB = BENCH MARK DISK
 OR1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1178_STAMPING: 18-296.85 1993
 OR1178_MARK LOGO: SDDT
 OR1178_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1178+STABILITY: SURFACE MOTION
 OR1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1178+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1178
 OR1178  HISTORY     - Date     Condition        Report By
 OR1178  HISTORY     - 1993     MONUMENTED       SDDT
 OR1178  HISTORY     - 19930927 GOOD             NGS
 OR1178  HISTORY     - 20130115 GOOD             INDIV
 OR1178
 OR1178                          STATION DESCRIPTION
 OR1178
 OR1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1178'15.3 KM (9.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1178'OF MAIN STREET IN BONESTEEL, 28.0 M (91.9 FT) NORTHWEST OF THE CENTER
 OR1178'OF A GRAVELED ROAD, 26.0 M (85.3 FT) NORTHEAST OF THE HIGHWAY
 OR1178'CENTERLINE, 5.7 M (18.7 FT) NORTHWEST OF UNDERGROUND CABLE JUNCTION
 OR1178'BOX NUMBER TLT 9, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 OR1178'M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 OR1178'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1178
 OR1178                          STATION RECOVERY (2013)
 OR1178
 OR1178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1177 ***********************************************************************
 OR1177  DESIGNATION -  18 298.05
 OR1177  PID         -  OR1177
 OR1177  STATE/COUNTY-  SD/GREGORY
 OR1177  COUNTRY     -  US
 OR1177  USGS QUAD   -  SAINT CHARLES (2017)
 OR1177
 OR1177                         *CURRENT SURVEY CONTROL
 OR1177  ______________________________________________________________________
 OR1177* NAD 83(1986) POSITION- 43 05 06.     (N) 099 05 57.     (W)   SCALED
 OR1177* NAVD 88 ORTHO HEIGHT -   632.288 (meters)     2074.43  (feet) ADJUSTED
 OR1177  ______________________________________________________________________
 OR1177  GEOID HEIGHT    -        -25.826 (meters)                     GEOID18
 OR1177  DYNAMIC HEIGHT  -        632.053 (meters)     2073.66  (feet) COMP
 OR1177  MODELED GRAVITY -    980,228.0   (mgal)                       NAVD 88
 OR1177
 OR1177  VERT ORDER      -  FIRST     CLASS II
 OR1177
 OR1177.The horizontal coordinates were scaled from a map and have
 OR1177.an estimated accuracy of +/- 6 seconds.
 OR1177
 OR1177.The orthometric height was determined by differential leveling and
 OR1177.adjusted by the NATIONAL GEODETIC SURVEY
 OR1177.in June 1994.
 OR1177
 OR1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1177.GEOID18 height accuracy estimate available here.
 OR1177
 OR1177.Click photographs - Photos may exist for this station.
 OR1177
 OR1177.The dynamic height is computed by dividing the NAVD 88
 OR1177.geopotential number by the normal gravity value computed on the
 OR1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1177.degrees latitude (g = 980.6199 gals.).
 OR1177
 OR1177.The modeled gravity was interpolated from observed gravity values.
 OR1177
 OR1177;                    North         East    Units  Estimated Accuracy
 OR1177;SPC SD S     -    84,250.      700,490.      MT  (+/- 180 meters Scaled)
 OR1177
 OR1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN919702(NAD 83)
 OR1177
 OR1177                          SUPERSEDED SURVEY CONTROL
 OR1177
 OR1177.No superseded survey control is available for this station.
 OR1177
 OR1177_MARKER: DB = BENCH MARK DISK
 OR1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1177_STAMPING: 18-298.05 1993
 OR1177_MARK LOGO: SDDT
 OR1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1177+STABILITY: SURFACE MOTION
 OR1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1177+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1177
 OR1177  HISTORY     - Date     Condition        Report By
 OR1177  HISTORY     - 1993     MONUMENTED       SDDT
 OR1177  HISTORY     - 19930927 GOOD             NGS
 OR1177  HISTORY     - 20130115 GOOD             INDIV
 OR1177
 OR1177                          STATION DESCRIPTION
 OR1177
 OR1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1177'13.3 KM (8.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1177'OF MAIN STREET IN BONESTEEL, 104.0 M (341.2 FT) EAST OF MILEPOST 298,
 OR1177'20.7 M (67.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.6 M (51.2
 OR1177'FT) EAST OF THE CENTERLINE OF A PAVED ROAD, 0.6 M (2.0 FT) BELOW THE
 OR1177'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 OR1177'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1177
 OR1177                          STATION RECOVERY (2013)
 OR1177
 OR1177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1176 ***********************************************************************
 OR1176  DESIGNATION -  18 299.10
 OR1176  PID         -  OR1176
 OR1176  STATE/COUNTY-  SD/GREGORY
 OR1176  COUNTRY     -  US
 OR1176  USGS QUAD   -  SAINT CHARLES (2017)
 OR1176
 OR1176                         *CURRENT SURVEY CONTROL
 OR1176  ______________________________________________________________________
 OR1176* NAD 83(1986) POSITION- 43 04 43.     (N) 099 04 52.     (W)   SCALED
 OR1176* NAVD 88 ORTHO HEIGHT -   628.700 (meters)     2062.66  (feet) ADJUSTED
 OR1176  ______________________________________________________________________
 OR1176  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 OR1176  DYNAMIC HEIGHT  -        628.467 (meters)     2061.90  (feet) COMP
 OR1176  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 OR1176
 OR1176  VERT ORDER      -  FIRST     CLASS II
 OR1176
 OR1176.The horizontal coordinates were scaled from a map and have
 OR1176.an estimated accuracy of +/- 6 seconds.
 OR1176
 OR1176.The orthometric height was determined by differential leveling and
 OR1176.adjusted by the NATIONAL GEODETIC SURVEY
 OR1176.in June 1994.
 OR1176
 OR1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1176.GEOID18 height accuracy estimate available here.
 OR1176
 OR1176.Click photographs - Photos may exist for this station.
 OR1176
 OR1176.The dynamic height is computed by dividing the NAVD 88
 OR1176.geopotential number by the normal gravity value computed on the
 OR1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1176.degrees latitude (g = 980.6199 gals.).
 OR1176
 OR1176.The modeled gravity was interpolated from observed gravity values.
 OR1176
 OR1176;                    North         East    Units  Estimated Accuracy
 OR1176;SPC SD S     -    83,560.      701,970.      MT  (+/- 180 meters Scaled)
 OR1176
 OR1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN933695(NAD 83)
 OR1176
 OR1176                          SUPERSEDED SURVEY CONTROL
 OR1176
 OR1176.No superseded survey control is available for this station.
 OR1176
 OR1176_MARKER: DB = BENCH MARK DISK
 OR1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1176_STAMPING: 18-299.10 1993
 OR1176_MARK LOGO: SDDT
 OR1176_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1176+STABILITY: SURFACE MOTION
 OR1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1176+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1176
 OR1176  HISTORY     - Date     Condition        Report By
 OR1176  HISTORY     - 1993     MONUMENTED       SDDT
 OR1176  HISTORY     - 19930927 GOOD             NGS
 OR1176  HISTORY     - 20130115 GOOD             INDIV
 OR1176
 OR1176                          STATION DESCRIPTION
 OR1176
 OR1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1176'11.5 KM (7.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1176'OF MAIN STREET IN BONESTEEL, 274.0 M (898.9 FT) EAST OF MILEPOST 299,
 OR1176'30.0 M (98.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 28.0 M (91.9
 OR1176'FT) NORTH OF THE HIGHWAY CENTERLINE, 20.4 M (66.9 FT) WEST OF A
 OR1176'UTILITY POLE WITH LINES CROSSING THE HIGHWAY, 0.4 M (1.3 FT) BELOW
 OR1176'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 OR1176'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1176
 OR1176                          STATION RECOVERY (2013)
 OR1176
 OR1176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1175 ***********************************************************************
 OR1175  CBN         -  This is a Cooperative Base Network Control Station.
 OR1175  DESIGNATION -  18 300.15
 OR1175  PID         -  OR1175
 OR1175  STATE/COUNTY-  SD/GREGORY
 OR1175  COUNTRY     -  US
 OR1175  USGS QUAD   -  SAINT CHARLES (2017)
 OR1175
 OR1175                         *CURRENT SURVEY CONTROL
 OR1175  ______________________________________________________________________
 OR1175* NAD 83(2011) POSITION- 43 04 42.22197(N) 099 03 36.62168(W)   ADJUSTED
 OR1175* NAD 83(2011) ELLIP HT-   601.444 (meters)        (06/27/12)   ADJUSTED
 OR1175* NAD 83(2011) EPOCH   -  2010.00
 OR1175* NAVD 88 ORTHO HEIGHT -   627.303 (meters)     2058.08  (feet) ADJUSTED
 OR1175  ______________________________________________________________________
 OR1175  GEOID HEIGHT    -        -25.866 (meters)                     GEOID18
 OR1175  NAD 83(2011) X  -   -734,833.412 (meters)                     COMP
 OR1175  NAD 83(2011) Y  - -4,608,227.703 (meters)                     COMP
 OR1175  NAD 83(2011) Z  -  4,334,277.966 (meters)                     COMP
 OR1175  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 OR1175  DYNAMIC HEIGHT  -        627.072 (meters)     2057.32  (feet) COMP
 OR1175  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 OR1175
 OR1175  VERT ORDER      -  FIRST     CLASS II
 OR1175
 OR1175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1175  Standards:
 OR1175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1175  -------------------------------------------------------------------
 OR1175  NETWORK    0.91   2.84           0.43   0.28   1.45     -0.09536639
 OR1175  -------------------------------------------------------------------
 OR1175  Click here for local accuracies and other accuracy information.
 OR1175
 OR1175.The horizontal coordinates were established by GPS observations
 OR1175.and adjusted by the National Geodetic Survey in June 2012.
 OR1175
 OR1175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1175.been affixed to the stable North American tectonic plate. See 
 OR1175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1175
 OR1175.The horizontal coordinates are valid at the epoch date displayed above
 OR1175.which is a decimal equivalence of Year/Month/Day.
 OR1175
 OR1175.The orthometric height was determined by differential leveling and
 OR1175.adjusted by the NATIONAL GEODETIC SURVEY
 OR1175.in June 1994.
 OR1175
 OR1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1175.GEOID18 height accuracy estimate available here.
 OR1175
 OR1175.Click photographs - Photos may exist for this station.
 OR1175
 OR1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1175
 OR1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1175
 OR1175.The ellipsoidal height was determined by GPS observations
 OR1175.and is referenced to NAD 83.
 OR1175
 OR1175.The dynamic height is computed by dividing the NAVD 88
 OR1175.geopotential number by the normal gravity value computed on the
 OR1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1175.degrees latitude (g = 980.6199 gals.).
 OR1175
 OR1175.The modeled gravity was interpolated from observed gravity values.
 OR1175
 OR1175. The following values were computed from the NAD 83(2011) position.
 OR1175
 OR1175;                    North         East     Units Scale Factor Converg.
 OR1175;SPC SD S     -    83,564.569   703,673.529   MT  0.99995099   +0 52 41.9
 OR1175;SPC SD S     -   274,161.42  2,308,635.57   sFT  0.99995099   +0 52 41.9
 OR1175;UTM  14      - 4,769,522.243   495,101.663   MT  0.99960030   -0 02 28.0
 OR1175
 OR1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1175!SPC SD S     -   0.99990569  x   0.99995099  =   0.99985668
 OR1175!UTM  14      -   0.99990569  x   0.99960030  =   0.99950603
 OR1175
 OR1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9510169522(NAD 83)
 OR1175
 OR1175                          SUPERSEDED SURVEY CONTROL
 OR1175
 OR1175  NAD 83(2007)-  43 04 42.22200(N)    099 03 36.62251(W) AD(2002.00) 0
 OR1175  ELLIP H (02/10/07)  601.473  (m)                       GP(2002.00)    
 OR1175  ELLIP H (04/15/04)  601.453  (m)                       GP(       ) 2 1
 OR1175  NAD 83(1996)-  43 04 42.22171(N)    099 03 36.62235(W) AD(       ) B
 OR1175  ELLIP H (04/18/97)  601.499  (m)                       GP(       ) 4 1
 OR1175  NAVD 88             627.30   (m)         2058.1    (f) LEVELING    3  
 OR1175
 OR1175.Superseded values are not recommended for survey control.
 OR1175
 OR1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1175.See file dsdata.pdf to determine how the superseded data were derived.
 OR1175
 OR1175_MARKER: Z = SEE DESCRIPTION
 OR1175_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1175_STAMPING: 18-300.15 1993
 OR1175_MARK LOGO: NGS
 OR1175_PROJECTION: FLUSH
 OR1175_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1175+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1175_ROD/PIPE-DEPTH: 6.4 meters
 OR1175_SLEEVE-DEPTH  : 1.8 meters
 OR1175
 OR1175  HISTORY     - Date     Condition        Report By
 OR1175  HISTORY     - 1993     MONUMENTED       SDDT
 OR1175  HISTORY     - 19930927 GOOD             NGS
 OR1175  HISTORY     - 19960722 GOOD             NGS
 OR1175  HISTORY     - 20130115 GOOD             INDIV
 OR1175
 OR1175                          STATION DESCRIPTION
 OR1175
 OR1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1175'9.8 KM (6.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1175'MAIN STREET IN BONESTEEL, 328.0 M (1076.1 FT) EAST OF MILEPOST 300,
 OR1175'24.9 M (81.7 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.9 M (75.1
 OR1175'FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 16.3 M (53.5 FT)
 OR1175'EAST OF A UTILITY POLE WITH LINES CROSSING THE HIGHWAY, 0.4 M (1.3
 OR1175'FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 OR1175'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 OR1175'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 OR1175'A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1175'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1175
 OR1175                          STATION RECOVERY (1996)
 OR1175
 OR1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1175'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF BONESTEEL AND 2.1
 OR1175'MI (3.4 KM) EAST OF SAINT CHARLES, ON U.S. HIGHWAY 18. OWNERSHIP--THE
 OR1175'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 OR1175'HIGHWAY 18 AND STATE HIGHWAY 1806 ABOUT 1.0 MI (1.6 KM) WEST OF
 OR1175'BONESTEEL, GO WEST ON U.S. HIGHWAY 18 FOR 5.1 MI (8.2 KM) TO THE
 OR1175'JUNCTION OF A GRAVELED ROAD AND THE STATION ON THE RIGHT.  THE STATION
 OR1175'IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 OR1175'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 81.7
 OR1175'FT (24.9 M) EAST OF THE CENTER OF THE ROAD, 75.5 FT (23.0 M) NORTH OF
 OR1175'AND LEVEL WITH THE HIGHWAY, 1.3 FT (0.4 M) NORTH OF A METAL GUARD
 OR1175'POST, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST, AND 0.3 FT (9.1 CM)
 OR1175'BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR1175'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 OR1175
 OR1175                          STATION RECOVERY (2013)
 OR1175
 OR1175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1174 ***********************************************************************
 OR1174  DESIGNATION -  18 301.15
 OR1174  PID         -  OR1174
 OR1174  STATE/COUNTY-  SD/GREGORY
 OR1174  COUNTRY     -  US
 OR1174  USGS QUAD   -  SAINT CHARLES (2017)
 OR1174
 OR1174                         *CURRENT SURVEY CONTROL
 OR1174  ______________________________________________________________________
 OR1174* NAD 83(1986) POSITION- 43 04 43.     (N) 099 02 31.     (W)   SCALED
 OR1174* NAVD 88 ORTHO HEIGHT -   625.933 (meters)     2053.58  (feet) ADJUSTED
 OR1174  ______________________________________________________________________
 OR1174  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 OR1174  DYNAMIC HEIGHT  -        625.705 (meters)     2052.83  (feet) COMP
 OR1174  MODELED GRAVITY -    980,235.6   (mgal)                       NAVD 88
 OR1174
 OR1174  VERT ORDER      -  FIRST     CLASS II
 OR1174
 OR1174.The horizontal coordinates were scaled from a map and have
 OR1174.an estimated accuracy of +/- 6 seconds.
 OR1174
 OR1174.The orthometric height was determined by differential leveling and
 OR1174.adjusted by the NATIONAL GEODETIC SURVEY
 OR1174.in June 1994.
 OR1174
 OR1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1174.GEOID18 height accuracy estimate available here.
 OR1174
 OR1174.Click photographs - Photos may exist for this station.
 OR1174
 OR1174.The dynamic height is computed by dividing the NAVD 88
 OR1174.geopotential number by the normal gravity value computed on the
 OR1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1174.degrees latitude (g = 980.6199 gals.).
 OR1174
 OR1174.The modeled gravity was interpolated from observed gravity values.
 OR1174
 OR1174;                    North         East    Units  Estimated Accuracy
 OR1174;SPC SD S     -    83,610.      705,160.      MT  (+/- 180 meters Scaled)
 OR1174
 OR1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN965695(NAD 83)
 OR1174
 OR1174                          SUPERSEDED SURVEY CONTROL
 OR1174
 OR1174.No superseded survey control is available for this station.
 OR1174
 OR1174_MARKER: DB = BENCH MARK DISK
 OR1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1174_STAMPING: 18-301.15 1993
 OR1174_MARK LOGO: SDDT
 OR1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1174+STABILITY: SURFACE MOTION
 OR1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1174+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1174
 OR1174  HISTORY     - Date     Condition        Report By
 OR1174  HISTORY     - 1993     MONUMENTED       SDDT
 OR1174  HISTORY     - 19930923 GOOD             NGS
 OR1174  HISTORY     - 20130115 GOOD             INDIV
 OR1174
 OR1174                          STATION DESCRIPTION
 OR1174
 OR1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1174'8.3 KM (5.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1174'MAIN STREET IN BONESTEEL, 288.0 M (944.9 FT) EAST OF MILEPOST 301,
 OR1174'23.9 M (78.4 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 20.8
 OR1174'M (68.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 15.2 M (49.9 FT)
 OR1174'EAST OF AN UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT) SOUTH OF A
 OR1174'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OR1174'GROUND SURFACE.
 OR1174
 OR1174                          STATION RECOVERY (2013)
 OR1174
 OR1174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1173 ***********************************************************************
 OR1173  DESIGNATION -  18 303.15
 OR1173  PID         -  OR1173
 OR1173  STATE/COUNTY-  SD/GREGORY
 OR1173  COUNTRY     -  US
 OR1173  USGS QUAD   -  SAINT CHARLES (2017)
 OR1173
 OR1173                         *CURRENT SURVEY CONTROL
 OR1173  ______________________________________________________________________
 OR1173* NAD 83(1986) POSITION- 43 04 49.     (N) 099 00 03.     (W)   SCALED
 OR1173* NAVD 88 ORTHO HEIGHT -   616.568 (meters)     2022.86  (feet) ADJUSTED
 OR1173  ______________________________________________________________________
 OR1173  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 OR1173  DYNAMIC HEIGHT  -        616.346 (meters)     2022.13  (feet) COMP
 OR1173  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 OR1173
 OR1173  VERT ORDER      -  FIRST     CLASS II
 OR1173
 OR1173.The horizontal coordinates were scaled from a map and have
 OR1173.an estimated accuracy of +/- 6 seconds.
 OR1173
 OR1173.The orthometric height was determined by differential leveling and
 OR1173.adjusted by the NATIONAL GEODETIC SURVEY
 OR1173.in June 1994.
 OR1173
 OR1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1173.GEOID18 height accuracy estimate available here.
 OR1173
 OR1173.Click photographs - Photos may exist for this station.
 OR1173
 OR1173.The dynamic height is computed by dividing the NAVD 88
 OR1173.geopotential number by the normal gravity value computed on the
 OR1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1173.degrees latitude (g = 980.6199 gals.).
 OR1173
 OR1173.The modeled gravity was interpolated from observed gravity values.
 OR1173
 OR1173;                    North         East    Units  Estimated Accuracy
 OR1173;SPC SD S     -    83,850.      708,500.      MT  (+/- 180 meters Scaled)
 OR1173
 OR1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN999697(NAD 83)
 OR1173
 OR1173                          SUPERSEDED SURVEY CONTROL
 OR1173
 OR1173.No superseded survey control is available for this station.
 OR1173
 OR1173_MARKER: DB = BENCH MARK DISK
 OR1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1173_STAMPING: 18-303.15 1993
 OR1173_MARK LOGO: SDDT
 OR1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1173+STABILITY: SURFACE MOTION
 OR1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1173+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1173
 OR1173  HISTORY     - Date     Condition        Report By
 OR1173  HISTORY     - 1993     MONUMENTED       SDDT
 OR1173  HISTORY     - 19930923 GOOD             NGS
 OR1173  HISTORY     - 20130115 GOOD             INDIV
 OR1173
 OR1173                          STATION DESCRIPTION
 OR1173
 OR1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1173'5.0 KM (3.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1173'MAIN STREET IN BONESTEEL, 310.0 M (1017.1 FT) EAST OF MILEPOST 303,
 OR1173'29.0 M (95.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.6 M (74.1
 OR1173'FT) NORTH OF THE HIGHWAY CENTERLINE, 18.2 M (59.7 FT) EAST OF
 OR1173'UNDERGROUND CABLE JUNCTION BOX NUMBER N2 W2 J3, 0.3 M (1.0 FT) BELOW
 OR1173'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 OR1173'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1173
 OR1173                          STATION RECOVERY (2013)
 OR1173
 OR1173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1172 ***********************************************************************
 OR1172  DESIGNATION -  18 304.20
 OR1172  PID         -  OR1172
 OR1172  STATE/COUNTY-  SD/GREGORY
 OR1172  COUNTRY     -  US
 OR1172  USGS QUAD   -  BONESTEEL (2017)
 OR1172
 OR1172                         *CURRENT SURVEY CONTROL
 OR1172  ______________________________________________________________________
 OR1172* NAD 83(1986) POSITION- 43 04 56.     (N) 098 58 52.     (W)   SCALED
 OR1172* NAVD 88 ORTHO HEIGHT -   610.315 (meters)     2002.34  (feet) ADJUSTED
 OR1172  ______________________________________________________________________
 OR1172  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OR1172  DYNAMIC HEIGHT  -        610.095 (meters)     2001.62  (feet) COMP
 OR1172  MODELED GRAVITY -    980,241.4   (mgal)                       NAVD 88
 OR1172
 OR1172  VERT ORDER      -  FIRST     CLASS II
 OR1172
 OR1172.The horizontal coordinates were scaled from a map and have
 OR1172.an estimated accuracy of +/- 6 seconds.
 OR1172
 OR1172.The orthometric height was determined by differential leveling and
 OR1172.adjusted by the NATIONAL GEODETIC SURVEY
 OR1172.in June 1994.
 OR1172
 OR1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1172.GEOID18 height accuracy estimate available here.
 OR1172
 OR1172.Click photographs - Photos may exist for this station.
 OR1172
 OR1172.The dynamic height is computed by dividing the NAVD 88
 OR1172.geopotential number by the normal gravity value computed on the
 OR1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1172.degrees latitude (g = 980.6199 gals.).
 OR1172
 OR1172.The modeled gravity was interpolated from observed gravity values.
 OR1172
 OR1172;                    North         East    Units  Estimated Accuracy
 OR1172;SPC SD S     -    84,090.      710,100.      MT  (+/- 180 meters Scaled)
 OR1172
 OR1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN015699(NAD 83)
 OR1172
 OR1172                          SUPERSEDED SURVEY CONTROL
 OR1172
 OR1172.No superseded survey control is available for this station.
 OR1172
 OR1172_MARKER: DB = BENCH MARK DISK
 OR1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1172_STAMPING: 18-304.20 1993
 OR1172_MARK LOGO: SDDT
 OR1172_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1172+STABILITY: SURFACE MOTION
 OR1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1172+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1172
 OR1172  HISTORY     - Date     Condition        Report By
 OR1172  HISTORY     - 1993     MONUMENTED       SDDT
 OR1172  HISTORY     - 19930923 GOOD             NGS
 OR1172  HISTORY     - 20130115 GOOD             INDIV
 OR1172
 OR1172                          STATION DESCRIPTION
 OR1172
 OR1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1172'3.4 KM (2.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1172'MAIN STREET IN BONESTEEL, 346.0 M (1135.2 FT) EAST OF MILEPOST 304,
 OR1172'54.0 M (177.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 45.8 M
 OR1172'(150.3 FT) EAST OF A FENCE CORNER AND AN UNDERGROUND CABLE WARNING
 OR1172'SIGN, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6
 OR1172'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 OR1172'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OR1172'GROUND SURFACE.
 OR1172
 OR1172                          STATION RECOVERY (2013)
 OR1172
 OR1172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1171 ***********************************************************************
 OR1171  DESIGNATION -  18 305.25
 OR1171  PID         -  OR1171
 OR1171  STATE/COUNTY-  SD/GREGORY
 OR1171  COUNTRY     -  US
 OR1171  USGS QUAD   -  BONESTEEL (2017)
 OR1171
 OR1171                         *CURRENT SURVEY CONTROL
 OR1171  ______________________________________________________________________
 OR1171* NAD 83(1986) POSITION- 43 04 49.     (N) 098 57 35.     (W)   SCALED
 OR1171* NAVD 88 ORTHO HEIGHT -   602.106 (meters)     1975.41  (feet) ADJUSTED
 OR1171  ______________________________________________________________________
 OR1171  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 OR1171  DYNAMIC HEIGHT  -        601.889 (meters)     1974.70  (feet) COMP
 OR1171  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 OR1171
 OR1171  VERT ORDER      -  FIRST     CLASS II
 OR1171
 OR1171.The horizontal coordinates were scaled from a map and have
 OR1171.an estimated accuracy of +/- 6 seconds.
 OR1171
 OR1171.The orthometric height was determined by differential leveling and
 OR1171.adjusted by the NATIONAL GEODETIC SURVEY
 OR1171.in June 1994.
 OR1171
 OR1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1171.GEOID18 height accuracy estimate available here.
 OR1171
 OR1171.Click photographs - Photos may exist for this station.
 OR1171
 OR1171.The dynamic height is computed by dividing the NAVD 88
 OR1171.geopotential number by the normal gravity value computed on the
 OR1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1171.degrees latitude (g = 980.6199 gals.).
 OR1171
 OR1171.The modeled gravity was interpolated from observed gravity values.
 OR1171
 OR1171;                    North         East    Units  Estimated Accuracy
 OR1171;SPC SD S     -    83,900.      711,850.      MT  (+/- 180 meters Scaled)
 OR1171
 OR1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN032697(NAD 83)
 OR1171
 OR1171                          SUPERSEDED SURVEY CONTROL
 OR1171
 OR1171.No superseded survey control is available for this station.
 OR1171
 OR1171_MARKER: DB = BENCH MARK DISK
 OR1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1171_STAMPING: 18-305.25 1993
 OR1171_MARK LOGO: SDDT
 OR1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1171+STABILITY: SURFACE MOTION
 OR1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1171+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1171
 OR1171  HISTORY     - Date     Condition        Report By
 OR1171  HISTORY     - 1993     MONUMENTED       SDDT
 OR1171  HISTORY     - 19930923 GOOD             NGS
 OR1171  HISTORY     - 20130115 GOOD             INDIV
 OR1171
 OR1171                          STATION DESCRIPTION
 OR1171
 OR1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1171'1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1171'MAIN STREET IN BONESTEEL, 511.0 M (1676.5 FT) EAST OF MILEPOST 305,
 OR1171'196.0 M (643.0 FT) SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 OR1171'1806, 22.7 M (74.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 OR1171'22.2 M (72.8 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY AND GATE, 1.0
 OR1171'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST
 OR1171'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OR1171'ABOVE THE GROUND SURFACE.
 OR1171
 OR1171                          STATION RECOVERY (2013)
 OR1171
 OR1171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1170 ***********************************************************************
 OR1170  DESIGNATION -  18 306.45
 OR1170  PID         -  OR1170
 OR1170  STATE/COUNTY-  SD/GREGORY
 OR1170  COUNTRY     -  US
 OR1170  USGS QUAD   -  BONESTEEL (2017)
 OR1170
 OR1170                         *CURRENT SURVEY CONTROL
 OR1170  ______________________________________________________________________
 OR1170* NAD 83(1986) POSITION- 43 04 10.     (N) 098 56 31.     (W)   SCALED
 OR1170* NAVD 88 ORTHO HEIGHT -   590.237 (meters)     1936.47  (feet) ADJUSTED
 OR1170  ______________________________________________________________________
 OR1170  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 OR1170  DYNAMIC HEIGHT  -        590.021 (meters)     1935.76  (feet) COMP
 OR1170  MODELED GRAVITY -    980,237.3   (mgal)                       NAVD 88
 OR1170
 OR1170  VERT ORDER      -  FIRST     CLASS II
 OR1170
 OR1170.The horizontal coordinates were scaled from a map and have
 OR1170.an estimated accuracy of +/- 6 seconds.
 OR1170
 OR1170.The orthometric height was determined by differential leveling and
 OR1170.adjusted by the NATIONAL GEODETIC SURVEY
 OR1170.in June 1994.
 OR1170
 OR1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1170.GEOID18 height accuracy estimate available here.
 OR1170
 OR1170.Click photographs - Photos may exist for this station.
 OR1170
 OR1170.The dynamic height is computed by dividing the NAVD 88
 OR1170.geopotential number by the normal gravity value computed on the
 OR1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1170.degrees latitude (g = 980.6199 gals.).
 OR1170
 OR1170.The modeled gravity was interpolated from observed gravity values.
 OR1170
 OR1170;                    North         East    Units  Estimated Accuracy
 OR1170;SPC SD S     -    82,730.      713,320.      MT  (+/- 180 meters Scaled)
 OR1170
 OR1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN047685(NAD 83)
 OR1170
 OR1170                          SUPERSEDED SURVEY CONTROL
 OR1170
 OR1170.No superseded survey control is available for this station.
 OR1170
 OR1170_MARKER: Z = SEE DESCRIPTION
 OR1170_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1170_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1170_STAMPING: 18-306.45 1993
 OR1170_MARK LOGO: NGS
 OR1170_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1170_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1170+STABILITY: POSITION/ELEVATION WELL
 OR1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1170+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1170_ROD/PIPE-DEPTH: 6.4 meters
 OR1170_SLEEVE-DEPTH  : 3.0 meters
 OR1170
 OR1170  HISTORY     - Date     Condition        Report By
 OR1170  HISTORY     - 1993     MONUMENTED       SDDT
 OR1170  HISTORY     - 19930928 GOOD             NGS
 OR1170  HISTORY     - 20130115 GOOD             INDIV
 OR1170
 OR1170                          STATION DESCRIPTION
 OR1170
 OR1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1170'0.3 KM (0.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1170'MAIN STREET IN BONESTEEL, AT THE NORTHWEST CORNER OF A CHAIN-LINK
 OR1170'FENCE ENCLOSING A DEPARTMENT OF TRANSPORTATION MAINTENANCE YARD,
 OR1170'756.0 M (2480.3 FT) EAST OF MILEPOST 306, 25.0 M (82.0 FT) SOUTHWEST
 OR1170'OF THE HIGHWAY CENTERLINE, 17.5 M (57.4 FT) EAST OF THE CENTER OF A
 OR1170'GRAVELED ROAD, 8.0 M (26.2 FT) SOUTHEAST OF A T-JUNCTION UTILITY POLE
 OR1170'WITH 2 GUY CABLES, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE ROAD, 1.1 M
 OR1170'(3.6 FT) SOUTHWEST OF A CHAIN-LINK FENCE CORNER, AND 0.3 M (1.0 FT)
 OR1170'SOUTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 OR1170'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OR1170'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE SLEEVE.  ACCESS TO
 OR1170'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 OR1170'CAP.
 OR1170
 OR1170                          STATION RECOVERY (2013)
 OR1170
 OR1170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1169 ***********************************************************************
 OR1169  DESIGNATION -  18 307.55
 OR1169  PID         -  OR1169
 OR1169  STATE/COUNTY-  SD/GREGORY
 OR1169  COUNTRY     -  US
 OR1169  USGS QUAD   -  BONESTEEL (2017)
 OR1169
 OR1169                         *CURRENT SURVEY CONTROL
 OR1169  ______________________________________________________________________
 OR1169* NAD 83(1986) POSITION- 43 03 55.     (N) 098 55 19.     (W)   SCALED
 OR1169* NAVD 88 ORTHO HEIGHT -   591.634 (meters)     1941.05  (feet) ADJUSTED
 OR1169  ______________________________________________________________________
 OR1169  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 OR1169  DYNAMIC HEIGHT  -        591.418 (meters)     1940.34  (feet) COMP
 OR1169  MODELED GRAVITY -    980,236.0   (mgal)                       NAVD 88
 OR1169
 OR1169  VERT ORDER      -  FIRST     CLASS II
 OR1169
 OR1169.The horizontal coordinates were scaled from a map and have
 OR1169.an estimated accuracy of +/- 6 seconds.
 OR1169
 OR1169.The orthometric height was determined by differential leveling and
 OR1169.adjusted by the NATIONAL GEODETIC SURVEY
 OR1169.in June 1994.
 OR1169
 OR1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1169.GEOID18 height accuracy estimate available here.
 OR1169
 OR1169.Click photographs - Photos may exist for this station.
 OR1169
 OR1169.The dynamic height is computed by dividing the NAVD 88
 OR1169.geopotential number by the normal gravity value computed on the
 OR1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1169.degrees latitude (g = 980.6199 gals.).
 OR1169
 OR1169.The modeled gravity was interpolated from observed gravity values.
 OR1169
 OR1169;                    North         East    Units  Estimated Accuracy
 OR1169;SPC SD S     -    82,290.      714,950.      MT  (+/- 180 meters Scaled)
 OR1169
 OR1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN063680(NAD 83)
 OR1169
 OR1169                          SUPERSEDED SURVEY CONTROL
 OR1169
 OR1169.No superseded survey control is available for this station.
 OR1169
 OR1169_MARKER: DB = BENCH MARK DISK
 OR1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1169_STAMPING: 18-307.55 1993
 OR1169_MARK LOGO: SDDT
 OR1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1169+STABILITY: SURFACE MOTION
 OR1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1169+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1169
 OR1169  HISTORY     - Date     Condition        Report By
 OR1169  HISTORY     - 1993     MONUMENTED       SDDT
 OR1169  HISTORY     - 19930928 GOOD             NGS
 OR1169  HISTORY     - 20130115 GOOD             INDIV
 OR1169
 OR1169                          STATION DESCRIPTION
 OR1169
 OR1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1169'2.3 KM (1.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1169'MAIN STREET IN BONESTEEL, 0.9 KM (0.55 MI) EAST OF MILEPOST 307, 22.0
 OR1169'M (72.2 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 19.5 M (64.0 FT)
 OR1169'EAST OF THE CENTER OF A GRAVELED ROAD, 10.0 M (32.8 FT) SOUTHEAST OF
 OR1169'A FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 OR1169'(1.3 FT) SOUTHWEST OF A FENCE, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS
 OR1169'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OR1169'SURFACE.
 OR1169
 OR1169                          STATION RECOVERY (2013)
 OR1169
 OR1169'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1168 ***********************************************************************
 OR1168  CBN         -  This is a Cooperative Base Network Control Station.
 OR1168  DESIGNATION -  18 308.60
 OR1168  PID         -  OR1168
 OR1168  STATE/COUNTY-  SD/GREGORY
 OR1168  COUNTRY     -  US
 OR1168  USGS QUAD   -  BONESTEEL (2017)
 OR1168
 OR1168                         *CURRENT SURVEY CONTROL
 OR1168  ______________________________________________________________________
 OR1168* NAD 83(2011) POSITION- 43 03 12.55648(N) 098 54 34.03035(W)   ADJUSTED
 OR1168* NAD 83(2011) ELLIP HT-   576.952 (meters)        (06/27/12)   ADJUSTED
 OR1168* NAD 83(2011) EPOCH   -  2010.00
 OR1168* NAVD 88 ORTHO HEIGHT -   602.936 (meters)     1978.13  (feet) ADJUSTED
 OR1168  ______________________________________________________________________
 OR1168  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 OR1168  NAD 83(2011) X  -   -722,998.557 (meters)                     COMP
 OR1168  NAD 83(2011) Y  - -4,611,993.913 (meters)                     COMP
 OR1168  NAD 83(2011) Z  -  4,332,239.552 (meters)                     COMP
 OR1168  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 OR1168  DYNAMIC HEIGHT  -        602.714 (meters)     1977.40  (feet) COMP
 OR1168  MODELED GRAVITY -    980,233.6   (mgal)                       NAVD 88
 OR1168
 OR1168  VERT ORDER      -  FIRST     CLASS II
 OR1168
 OR1168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1168  Standards:
 OR1168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1168  -------------------------------------------------------------------
 OR1168  NETWORK    0.64   1.35           0.29   0.23   0.69     -0.05165993
 OR1168  -------------------------------------------------------------------
 OR1168  Click here for local accuracies and other accuracy information.
 OR1168
 OR1168.The horizontal coordinates were established by GPS observations
 OR1168.and adjusted by the National Geodetic Survey in June 2012.
 OR1168
 OR1168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1168.been affixed to the stable North American tectonic plate. See 
 OR1168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1168
 OR1168.The horizontal coordinates are valid at the epoch date displayed above
 OR1168.which is a decimal equivalence of Year/Month/Day.
 OR1168
 OR1168.The orthometric height was determined by differential leveling and
 OR1168.adjusted by the NATIONAL GEODETIC SURVEY
 OR1168.in June 1994.
 OR1168
 OR1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1168.GEOID18 height accuracy estimate available here.
 OR1168
 OR1168.Click photographs - Photos may exist for this station.
 OR1168
 OR1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1168
 OR1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1168
 OR1168.The ellipsoidal height was determined by GPS observations
 OR1168.and is referenced to NAD 83.
 OR1168
 OR1168.The dynamic height is computed by dividing the NAVD 88
 OR1168.geopotential number by the normal gravity value computed on the
 OR1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1168.degrees latitude (g = 980.6199 gals.).
 OR1168
 OR1168.The modeled gravity was interpolated from observed gravity values.
 OR1168
 OR1168. The following values were computed from the NAD 83(2011) position.
 OR1168
 OR1168;                    North         East     Units Scale Factor Converg.
 OR1168;SPC SD S     -    80,997.349   715,992.944   MT  0.99995515   +0 58 56.2
 OR1168;SPC SD S     -   265,738.80  2,349,053.52   sFT  0.99995515   +0 58 56.2
 OR1168;UTM  14      - 4,766,758.543   507,373.942   MT  0.99960067   +0 03 42.5
 OR1168
 OR1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1168!SPC SD S     -   0.99990953  x   0.99995515  =   0.99986468
 OR1168!UTM  14      -   0.99990953  x   0.99960067  =   0.99951024
 OR1168
 OR1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0737366758(NAD 83)
 OR1168
 OR1168                          SUPERSEDED SURVEY CONTROL
 OR1168
 OR1168  NAD 83(2007)-  43 03 12.55647(N)    098 54 34.03123(W) AD(2002.00) 0
 OR1168  ELLIP H (02/10/07)  576.978  (m)                       GP(2002.00)    
 OR1168  NAD 83(1995)-  43 03 12.55631(N)    098 54 34.03103(W) AD(       ) A
 OR1168  ELLIP H (06/23/03)  576.974  (m)                       GP(       ) 3 1
 OR1168  NAVD 88             602.94   (m)         1978.1    (f) LEVELING    3  
 OR1168
 OR1168.Superseded values are not recommended for survey control.
 OR1168
 OR1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1168.See file dsdata.pdf to determine how the superseded data were derived.
 OR1168
 OR1168_MARKER: I = METAL ROD
 OR1168_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1168_STAMPING: 18-308.60 1993
 OR1168_MARK LOGO: NGS
 OR1168_PROJECTION: FLUSH
 OR1168_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1168+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1168_ROD/PIPE-DEPTH: 11.0 meters
 OR1168_SLEEVE-DEPTH  : 1.50 meters
 OR1168
 OR1168  HISTORY     - Date     Condition        Report By
 OR1168  HISTORY     - 1993     MONUMENTED       SDDT
 OR1168  HISTORY     - 19931006 GOOD             NGS
 OR1168  HISTORY     - 20020610 GOOD             SDDT
 OR1168  HISTORY     - 20130115 GOOD             INDIV
 OR1168
 OR1168                          STATION DESCRIPTION
 OR1168
 OR1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1168'3.7 KM (2.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1168'MAIN STREET IN BONESTEEL, 1.0 KM (0.60 MI) SOUTHEAST OF MILEPOST 308,
 OR1168'26.8 M (87.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 10.9 M (35.8
 OR1168'FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 2.7 M (8.9 FT) EAST OF A
 OR1168'FENCE CORNER, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, 0.4 M (1.3
 OR1168'FT) NORTHEAST OF A METAL GUARD POST, 0.4 M (1.3 FT) SOUTH OF A FENCE,
 OR1168'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 OR1168'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OR1168'NOT MEET THE SPECIFICATION FOR A CLASS A MARK.
 OR1168
 OR1168                          STATION RECOVERY (2002)
 OR1168
 OR1168'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OR1168'RECOVERED AS DESCRIBED
 OR1168'
 OR1168
 OR1168                          STATION RECOVERY (2013)
 OR1168
 OR1168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1167 ***********************************************************************
 OR1167  DESIGNATION -  18 309.75
 OR1167  PID         -  OR1167
 OR1167  STATE/COUNTY-  SD/GREGORY
 OR1167  COUNTRY     -  US
 OR1167  USGS QUAD   -  BONESTEEL (2017)
 OR1167
 OR1167                         *CURRENT SURVEY CONTROL
 OR1167  ______________________________________________________________________
 OR1167* NAD 83(1986) POSITION- 43 02 22.     (N) 098 54 07.     (W)   SCALED
 OR1167* NAVD 88 ORTHO HEIGHT -   599.036 (meters)     1965.34  (feet) ADJUSTED
 OR1167  ______________________________________________________________________
 OR1167  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 OR1167  DYNAMIC HEIGHT  -        598.814 (meters)     1964.61  (feet) COMP
 OR1167  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 OR1167
 OR1167  VERT ORDER      -  FIRST     CLASS II
 OR1167
 OR1167.The horizontal coordinates were scaled from a map and have
 OR1167.an estimated accuracy of +/- 6 seconds.
 OR1167
 OR1167.The orthometric height was determined by differential leveling and
 OR1167.adjusted by the NATIONAL GEODETIC SURVEY
 OR1167.in June 1994.
 OR1167
 OR1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1167.GEOID18 height accuracy estimate available here.
 OR1167
 OR1167.Click photographs - Photos may exist for this station.
 OR1167
 OR1167.The dynamic height is computed by dividing the NAVD 88
 OR1167.geopotential number by the normal gravity value computed on the
 OR1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1167.degrees latitude (g = 980.6199 gals.).
 OR1167
 OR1167.The modeled gravity was interpolated from observed gravity values.
 OR1167
 OR1167;                    North         East    Units  Estimated Accuracy
 OR1167;SPC SD S     -    79,450.      716,630.      MT  (+/- 180 meters Scaled)
 OR1167
 OR1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN079651(NAD 83)
 OR1167
 OR1167                          SUPERSEDED SURVEY CONTROL
 OR1167
 OR1167.No superseded survey control is available for this station.
 OR1167
 OR1167_MARKER: DB = BENCH MARK DISK
 OR1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1167_STAMPING: 18-309.75 1993
 OR1167_MARK LOGO: SDDT
 OR1167_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1167+STABILITY: SURFACE MOTION
 OR1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1167+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1167
 OR1167  HISTORY     - Date     Condition        Report By
 OR1167  HISTORY     - 1993     MONUMENTED       SDDT
 OR1167  HISTORY     - 19930928 GOOD             NGS
 OR1167  HISTORY     - 20130115 GOOD             INDIV
 OR1167
 OR1167                          STATION DESCRIPTION
 OR1167
 OR1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1167'5.8 KM (3.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1167'MAIN STREET IN BONESTEEL, 1.2 KM (0.75 MI) EAST OF MILEPOST 309, 22.8
 OR1167'M (74.8 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 22.4 M (73.5 FT)
 OR1167'EAST OF THE HIGHWAY CENTERLINE, 13.8 M (45.3 FT) SOUTH OF A FENCE
 OR1167'CORNER, 0.5 M (1.6 FT) WEST OF A FENCE, 0.4 M (1.3 FT) BELOW THE
 OR1167'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 OR1167'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1167
 OR1167                          STATION RECOVERY (2013)
 OR1167
 OR1167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1166 ***********************************************************************
 OR1166  DESIGNATION -  18 310.70
 OR1166  PID         -  OR1166
 OR1166  STATE/COUNTY-  SD/GREGORY
 OR1166  COUNTRY     -  US
 OR1166  USGS QUAD   -  BONESTEEL (2017)
 OR1166
 OR1166                         *CURRENT SURVEY CONTROL
 OR1166  ______________________________________________________________________
 OR1166* NAD 83(1986) POSITION- 43 01 30.     (N) 098 54 07.     (W)   SCALED
 OR1166* NAVD 88 ORTHO HEIGHT -   593.131 (meters)     1945.96  (feet) ADJUSTED
 OR1166  ______________________________________________________________________
 OR1166  GEOID HEIGHT    -        -25.906 (meters)                     GEOID18
 OR1166  DYNAMIC HEIGHT  -        592.911 (meters)     1945.24  (feet) COMP
 OR1166  MODELED GRAVITY -    980,230.4   (mgal)                       NAVD 88
 OR1166
 OR1166  VERT ORDER      -  FIRST     CLASS II
 OR1166
 OR1166.The horizontal coordinates were scaled from a map and have
 OR1166.an estimated accuracy of +/- 6 seconds.
 OR1166
 OR1166.The orthometric height was determined by differential leveling and
 OR1166.adjusted by the NATIONAL GEODETIC SURVEY
 OR1166.in June 1994.
 OR1166
 OR1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1166.GEOID18 height accuracy estimate available here.
 OR1166
 OR1166.Click photographs - Photos may exist for this station.
 OR1166
 OR1166.The dynamic height is computed by dividing the NAVD 88
 OR1166.geopotential number by the normal gravity value computed on the
 OR1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1166.degrees latitude (g = 980.6199 gals.).
 OR1166
 OR1166.The modeled gravity was interpolated from observed gravity values.
 OR1166
 OR1166;                    North         East    Units  Estimated Accuracy
 OR1166;SPC SD S     -    77,840.      716,660.      MT  (+/- 180 meters Scaled)
 OR1166
 OR1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN079635(NAD 83)
 OR1166
 OR1166                          SUPERSEDED SURVEY CONTROL
 OR1166
 OR1166.No superseded survey control is available for this station.
 OR1166
 OR1166_MARKER: DB = BENCH MARK DISK
 OR1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1166_STAMPING: 18-310.70 1993
 OR1166_MARK LOGO: SDDT
 OR1166_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1166+STABILITY: SURFACE MOTION
 OR1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1166+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1166
 OR1166  HISTORY     - Date     Condition        Report By
 OR1166  HISTORY     - 1993     MONUMENTED       SDDT
 OR1166  HISTORY     - 19930928 GOOD             NGS
 OR1166  HISTORY     - 20130115 GOOD             INDIV
 OR1166
 OR1166                          STATION DESCRIPTION
 OR1166
 OR1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1166'7.4 KM (4.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1166'MAIN STREET IN BONESTEEL, 1.2 KM (0.75 MI) EAST OF MILEPOST 310, 41.5
 OR1166'M (136.2 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD LEADING TO
 OR1166'FAIRFAX, 32.4 M (106.3 FT) NORTH OF A FENCE CORNER, 23.0 M (75.5 FT)
 OR1166'EAST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 OR1166'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 OR1166'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1166
 OR1166                          STATION RECOVERY (2013)
 OR1166
 OR1166'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1165 ***********************************************************************
 OR1165  DESIGNATION -  18 311.55
 OR1165  PID         -  OR1165
 OR1165  STATE/COUNTY-  SD/GREGORY
 OR1165  COUNTRY     -  US
 OR1165  USGS QUAD   -  BONESTEEL (2017)
 OR1165
 OR1165                         *CURRENT SURVEY CONTROL
 OR1165  ______________________________________________________________________
 OR1165* NAD 83(1986) POSITION- 43 00 48.     (N) 098 54 12.     (W)   SCALED
 OR1165* NAVD 88 ORTHO HEIGHT -   592.259 (meters)     1943.10  (feet) ADJUSTED
 OR1165  ______________________________________________________________________
 OR1165  GEOID HEIGHT    -        -25.874 (meters)                     GEOID18
 OR1165  DYNAMIC HEIGHT  -        592.039 (meters)     1942.38  (feet) COMP
 OR1165  MODELED GRAVITY -    980,230.0   (mgal)                       NAVD 88
 OR1165
 OR1165  VERT ORDER      -  FIRST     CLASS II
 OR1165
 OR1165.The horizontal coordinates were scaled from a map and have
 OR1165.an estimated accuracy of +/- 6 seconds.
 OR1165
 OR1165.The orthometric height was determined by differential leveling and
 OR1165.adjusted by the NATIONAL GEODETIC SURVEY
 OR1165.in June 1994.
 OR1165
 OR1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1165.GEOID18 height accuracy estimate available here.
 OR1165
 OR1165.Click photographs - Photos may exist for this station.
 OR1165
 OR1165.The dynamic height is computed by dividing the NAVD 88
 OR1165.geopotential number by the normal gravity value computed on the
 OR1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1165.degrees latitude (g = 980.6199 gals.).
 OR1165
 OR1165.The modeled gravity was interpolated from observed gravity values.
 OR1165
 OR1165;                    North         East    Units  Estimated Accuracy
 OR1165;SPC SD S     -    76,550.      716,570.      MT  (+/- 180 meters Scaled)
 OR1165
 OR1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN078622(NAD 83)
 OR1165
 OR1165                          SUPERSEDED SURVEY CONTROL
 OR1165
 OR1165.No superseded survey control is available for this station.
 OR1165
 OR1165_MARKER: DB = BENCH MARK DISK
 OR1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1165_STAMPING: 18-311.55 1993
 OR1165_MARK LOGO: SDDT
 OR1165_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1165+STABILITY: SURFACE MOTION
 OR1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1165+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1165
 OR1165  HISTORY     - Date     Condition        Report By
 OR1165  HISTORY     - 1993     MONUMENTED       SDDT
 OR1165  HISTORY     - 19930928 GOOD             NGS
 OR1165  HISTORY     - 20130115 GOOD             INDIV
 OR1165
 OR1165                          STATION DESCRIPTION
 OR1165
 OR1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1165'8.6 KM (5.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1165'MAIN STREET IN BONESTEEL, 781.0 M (2562.3 FT) EAST OF MILEPOST 311,
 OR1165'440.0 M (1443.6 FT) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 OR1165'43, 15.3 M (50.2 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY
 OR1165'CENTERLINE, 9.5 M (31.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 OR1165'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS
 OR1165'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1165
 OR1165                          STATION RECOVERY (2013)
 OR1165
 OR1165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1164 ***********************************************************************
 OR1164  DESIGNATION -  18 312.65
 OR1164  PID         -  OR1164
 OR1164  STATE/COUNTY-  SD/GREGORY
 OR1164  COUNTRY     -  US
 OR1164  USGS QUAD   -  BONESTEEL (2017)
 OR1164
 OR1164                         *CURRENT SURVEY CONTROL
 OR1164  ______________________________________________________________________
 OR1164* NAD 83(1986) POSITION- 43 00 36.     (N) 098 52 57.     (W)   SCALED
 OR1164* NAVD 88 ORTHO HEIGHT -   577.006 (meters)     1893.06  (feet) ADJUSTED
 OR1164  ______________________________________________________________________
 OR1164  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 OR1164  DYNAMIC HEIGHT  -        576.791 (meters)     1892.36  (feet) COMP
 OR1164  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 OR1164
 OR1164  VERT ORDER      -  FIRST     CLASS II
 OR1164
 OR1164.The horizontal coordinates were scaled from a map and have
 OR1164.an estimated accuracy of +/- 6 seconds.
 OR1164
 OR1164.The orthometric height was determined by differential leveling and
 OR1164.adjusted by the NATIONAL GEODETIC SURVEY
 OR1164.in June 1994.
 OR1164
 OR1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1164.GEOID18 height accuracy estimate available here.
 OR1164
 OR1164.Click photographs - Photos may exist for this station.
 OR1164
 OR1164.The dynamic height is computed by dividing the NAVD 88
 OR1164.geopotential number by the normal gravity value computed on the
 OR1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1164.degrees latitude (g = 980.6199 gals.).
 OR1164
 OR1164.The modeled gravity was interpolated from observed gravity values.
 OR1164
 OR1164;                    North         East    Units  Estimated Accuracy
 OR1164;SPC SD S     -    76,210.      718,270.      MT  (+/- 180 meters Scaled)
 OR1164
 OR1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN095619(NAD 83)
 OR1164
 OR1164                          SUPERSEDED SURVEY CONTROL
 OR1164
 OR1164.No superseded survey control is available for this station.
 OR1164
 OR1164_MARKER: DB = BENCH MARK DISK
 OR1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1164_STAMPING: 18-312.65 1993
 OR1164_MARK LOGO: SDDT
 OR1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1164+STABILITY: SURFACE MOTION
 OR1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1164+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1164
 OR1164  HISTORY     - Date     Condition        Report By
 OR1164  HISTORY     - 1993     MONUMENTED       SDDT
 OR1164  HISTORY     - 19930928 GOOD             NGS
 OR1164  HISTORY     - 20130115 GOOD             INDIV
 OR1164
 OR1164                          STATION DESCRIPTION
 OR1164
 OR1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1164'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1164'OF MAIN STREET IN BONESTEEL, 995.0 M (3264.4 FT) EAST OF MILEPOST
 OR1164'312, 22.8 M (74.8 FT) EAST OF THE CENTER OF A PAVED ROAD, 22.3 M
 OR1164'(73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.5 M (60.7 FT) EAST OF A
 OR1164'FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OR1164'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 OR1164'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1164
 OR1164                          STATION RECOVERY (2013)
 OR1164
 OR1164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1163 ***********************************************************************
 OR1163  DESIGNATION -  18 313.60
 OR1163  PID         -  OR1163
 OR1163  STATE/COUNTY-  SD/GREGORY
 OR1163  COUNTRY     -  US
 OR1163  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR1163
 OR1163                         *CURRENT SURVEY CONTROL
 OR1163  ______________________________________________________________________
 OR1163* NAD 83(1986) POSITION- 43 00 37.     (N) 098 51 51.     (W)   SCALED
 OR1163* NAVD 88 ORTHO HEIGHT -   588.357 (meters)     1930.30  (feet) ADJUSTED
 OR1163  ______________________________________________________________________
 OR1163  GEOID HEIGHT    -        -25.900 (meters)                     GEOID18
 OR1163  DYNAMIC HEIGHT  -        588.138 (meters)     1929.58  (feet) COMP
 OR1163  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 OR1163
 OR1163  VERT ORDER      -  FIRST     CLASS II
 OR1163
 OR1163.The horizontal coordinates were scaled from a map and have
 OR1163.an estimated accuracy of +/- 6 seconds.
 OR1163
 OR1163.The orthometric height was determined by differential leveling and
 OR1163.adjusted by the NATIONAL GEODETIC SURVEY
 OR1163.in June 1994.
 OR1163
 OR1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1163.GEOID18 height accuracy estimate available here.
 OR1163
 OR1163.Click photographs - Photos may exist for this station.
 OR1163
 OR1163.The dynamic height is computed by dividing the NAVD 88
 OR1163.geopotential number by the normal gravity value computed on the
 OR1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1163.degrees latitude (g = 980.6199 gals.).
 OR1163
 OR1163.The modeled gravity was interpolated from observed gravity values.
 OR1163
 OR1163;                    North         East    Units  Estimated Accuracy
 OR1163;SPC SD S     -    76,260.      719,770.      MT  (+/- 180 meters Scaled)
 OR1163
 OR1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN110619(NAD 83)
 OR1163
 OR1163                          SUPERSEDED SURVEY CONTROL
 OR1163
 OR1163.No superseded survey control is available for this station.
 OR1163
 OR1163_MARKER: DB = BENCH MARK DISK
 OR1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1163_STAMPING: 18-313.60 1993
 OR1163_MARK LOGO: SDDT
 OR1163_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1163+STABILITY: SURFACE MOTION
 OR1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1163+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1163
 OR1163  HISTORY     - Date     Condition        Report By
 OR1163  HISTORY     - 1993     MONUMENTED       SDDT
 OR1163  HISTORY     - 19930928 GOOD             NGS
 OR1163  HISTORY     - 20130115 GOOD             INDIV
 OR1163
 OR1163                          STATION DESCRIPTION
 OR1163
 OR1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1163'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1163'OF MAIN STREET IN BONESTEEL, 938.0 M (3077.4 FT) EAST OF MILEPOST
 OR1163'313, 32.1 M (105.3 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 31.9 M
 OR1163'(104.7 FT) WEST OF A UTILITY POLE WITH A GUY CABLE AND LINES CROSSING
 OR1163'THE HIGHWAY, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M
 OR1163'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 OR1163'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OR1163'ABOVE THE GROUND SURFACE.
 OR1163
 OR1163                          STATION RECOVERY (2013)
 OR1163
 OR1163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1162 ***********************************************************************
 OR1162  DESIGNATION -  18 314.60
 OR1162  PID         -  OR1162
 OR1162  STATE/COUNTY-  SD/GREGORY
 OR1162  COUNTRY     -  US
 OR1162  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR1162
 OR1162                         *CURRENT SURVEY CONTROL
 OR1162  ______________________________________________________________________
 OR1162* NAD 83(1986) POSITION- 43 00 33.     (N) 098 50 40.     (W)   SCALED
 OR1162* NAVD 88 ORTHO HEIGHT -   573.028 (meters)     1880.01  (feet) ADJUSTED
 OR1162  ______________________________________________________________________
 OR1162  GEOID HEIGHT    -        -25.915 (meters)                     GEOID18
 OR1162  DYNAMIC HEIGHT  -        572.815 (meters)     1879.31  (feet) COMP
 OR1162  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 OR1162
 OR1162  VERT ORDER      -  FIRST     CLASS II
 OR1162
 OR1162.The horizontal coordinates were scaled from a map and have
 OR1162.an estimated accuracy of +/- 6 seconds.
 OR1162
 OR1162.The orthometric height was determined by differential leveling and
 OR1162.adjusted by the NATIONAL GEODETIC SURVEY
 OR1162.in June 1994.
 OR1162
 OR1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1162.GEOID18 height accuracy estimate available here.
 OR1162
 OR1162.Click photographs - Photos may exist for this station.
 OR1162
 OR1162.The dynamic height is computed by dividing the NAVD 88
 OR1162.geopotential number by the normal gravity value computed on the
 OR1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1162.degrees latitude (g = 980.6199 gals.).
 OR1162
 OR1162.The modeled gravity was interpolated from observed gravity values.
 OR1162
 OR1162;                    North         East    Units  Estimated Accuracy
 OR1162;SPC SD S     -    76,170.      721,380.      MT  (+/- 180 meters Scaled)
 OR1162
 OR1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN126618(NAD 83)
 OR1162
 OR1162                          SUPERSEDED SURVEY CONTROL
 OR1162
 OR1162.No superseded survey control is available for this station.
 OR1162
 OR1162_MARKER: DB = BENCH MARK DISK
 OR1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1162_STAMPING: 18-314.60 1993
 OR1162_MARK LOGO: SDDT
 OR1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1162+STABILITY: SURFACE MOTION
 OR1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1162+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1162
 OR1162  HISTORY     - Date     Condition        Report By
 OR1162  HISTORY     - 1993     MONUMENTED       SDDT
 OR1162  HISTORY     - 19930928 GOOD             NGS
 OR1162  HISTORY     - 20130115 GOOD             INDIV
 OR1162
 OR1162                          STATION DESCRIPTION
 OR1162
 OR1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1162'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1162'OF MAIN STREET IN BONESTEEL, 952.0 M (3123.4 FT) EAST OF MILEPOST
 OR1162'314, 22.6 M (74.1 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 OR1162'20.0 M (65.6 FT) WEST OF THE CENTER OF A TRACK ROAD, 1.4 M (4.6 FT)
 OR1162'WEST OF A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 OR1162'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1162
 OR1162                          STATION RECOVERY (2013)
 OR1162
 OR1162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1161 ***********************************************************************
 OR1161  DESIGNATION -  18 315.60
 OR1161  PID         -  OR1161
 OR1161  STATE/COUNTY-  SD/GREGORY
 OR1161  COUNTRY     -  US
 OR1161  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR1161
 OR1161                         *CURRENT SURVEY CONTROL
 OR1161  ______________________________________________________________________
 OR1161* NAD 83(1986) POSITION- 43 00 37.     (N) 098 49 33.     (W)   SCALED
 OR1161* NAVD 88 ORTHO HEIGHT -   575.796 (meters)     1889.09  (feet) ADJUSTED
 OR1161  ______________________________________________________________________
 OR1161  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 OR1161  DYNAMIC HEIGHT  -        575.583 (meters)     1888.39  (feet) COMP
 OR1161  MODELED GRAVITY -    980,232.7   (mgal)                       NAVD 88
 OR1161
 OR1161  VERT ORDER      -  FIRST     CLASS II
 OR1161
 OR1161.The horizontal coordinates were scaled from a map and have
 OR1161.an estimated accuracy of +/- 6 seconds.
 OR1161
 OR1161.The orthometric height was determined by differential leveling and
 OR1161.adjusted by the NATIONAL GEODETIC SURVEY
 OR1161.in June 1994.
 OR1161
 OR1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1161.GEOID18 height accuracy estimate available here.
 OR1161
 OR1161.Click photographs - Photos may exist for this station.
 OR1161
 OR1161.The dynamic height is computed by dividing the NAVD 88
 OR1161.geopotential number by the normal gravity value computed on the
 OR1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1161.degrees latitude (g = 980.6199 gals.).
 OR1161
 OR1161.The modeled gravity was interpolated from observed gravity values.
 OR1161
 OR1161;                    North         East    Units  Estimated Accuracy
 OR1161;SPC SD S     -    76,320.      722,890.      MT  (+/- 180 meters Scaled)
 OR1161
 OR1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN141619(NAD 83)
 OR1161
 OR1161                          SUPERSEDED SURVEY CONTROL
 OR1161
 OR1161.No superseded survey control is available for this station.
 OR1161
 OR1161_MARKER: Z = SEE DESCRIPTION
 OR1161_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1161_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1161_STAMPING: 18-315.60 1993
 OR1161_MARK LOGO: NGS
 OR1161_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1161_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1161+STABILITY: POSITION/ELEVATION WELL
 OR1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1161+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1161_ROD/PIPE-DEPTH: 6.4 meters
 OR1161_SLEEVE-DEPTH  : 3.0 meters
 OR1161
 OR1161  HISTORY     - Date     Condition        Report By
 OR1161  HISTORY     - 1993     MONUMENTED       SDDT
 OR1161  HISTORY     - 19930928 GOOD             NGS
 OR1161  HISTORY     - 20130115 GOOD             INDIV
 OR1161
 OR1161                          STATION DESCRIPTION
 OR1161
 OR1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1161'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1161'OF MAIN STREET IN BONESTEEL, 869.0 M (2851.0 FT) EAST OF MILEPOST
 OR1161'315, 94.9 M (311.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 22.2 M
 OR1161'(72.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) BELOW THE
 OR1161'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 OR1161'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OR1161'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OR1161'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OR1161'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1161'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1161
 OR1161                          STATION RECOVERY (2013)
 OR1161
 OR1161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1160 ***********************************************************************
 OR1160  FBN         -  This is a Federal Base Network Control Station.
 OR1160  DESIGNATION -  18 316.60
 OR1160  PID         -  OR1160
 OR1160  STATE/COUNTY-  SD/GREGORY
 OR1160  COUNTRY     -  US
 OR1160  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR1160
 OR1160                         *CURRENT SURVEY CONTROL
 OR1160  ______________________________________________________________________
 OR1160* NAD 83(2011) POSITION- 43 00 35.97628(N) 098 48 13.59723(W)   ADJUSTED
 OR1160* NAD 83(2011) ELLIP HT-   541.837 (meters)        (06/27/12)   ADJUSTED
 OR1160* NAD 83(2011) EPOCH   -  2010.00
 OR1160* NAVD 88 ORTHO HEIGHT -   567.788 (meters)     1862.82  (feet) ADJUSTED
 OR1160  ______________________________________________________________________
 OR1160  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 OR1160  NAD 83(2011) X  -   -714,991.785 (meters)                     COMP
 OR1160  NAD 83(2011) Y  - -4,616,552.971 (meters)                     COMP
 OR1160  NAD 83(2011) Z  -  4,328,683.240 (meters)                     COMP
 OR1160  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 OR1160  DYNAMIC HEIGHT  -        567.579 (meters)     1862.13  (feet) COMP
 OR1160  MODELED GRAVITY -    980,234.4   (mgal)                       NAVD 88
 OR1160
 OR1160  VERT ORDER      -  FIRST     CLASS II
 OR1160
 OR1160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1160  Standards:
 OR1160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1160  -------------------------------------------------------------------
 OR1160  NETWORK    0.54   1.22           0.25   0.18   0.62     -0.06251088
 OR1160  -------------------------------------------------------------------
 OR1160  Click here for local accuracies and other accuracy information.
 OR1160
 OR1160.The horizontal coordinates were established by GPS observations
 OR1160.and adjusted by the National Geodetic Survey in June 2012.
 OR1160
 OR1160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1160.been affixed to the stable North American tectonic plate. See 
 OR1160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1160
 OR1160.The horizontal coordinates are valid at the epoch date displayed above
 OR1160.which is a decimal equivalence of Year/Month/Day.
 OR1160
 OR1160.The orthometric height was determined by differential leveling and
 OR1160.adjusted by the NATIONAL GEODETIC SURVEY
 OR1160.in June 1994.
 OR1160
 OR1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1160.GEOID18 height accuracy estimate available here.
 OR1160
 OR1160.Click photographs - Photos may exist for this station.
 OR1160
 OR1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1160
 OR1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1160
 OR1160.The ellipsoidal height was determined by GPS observations
 OR1160.and is referenced to NAD 83.
 OR1160
 OR1160.The dynamic height is computed by dividing the NAVD 88
 OR1160.geopotential number by the normal gravity value computed on the
 OR1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1160.degrees latitude (g = 980.6199 gals.).
 OR1160
 OR1160.The modeled gravity was interpolated from observed gravity values.
 OR1160
 OR1160. The following values were computed from the NAD 83(2011) position.
 OR1160
 OR1160;                    North         East     Units Scale Factor Converg.
 OR1160;SPC SD S     -    76,319.477   724,689.608   MT  0.99996286   +1 03 18.6
 OR1160;SPC SD S     -   250,391.48  2,377,585.82   sFT  0.99996286   +1 03 18.6
 OR1160;UTM  14      - 4,761,943.227   515,991.223   MT  0.99960315   +0 08 01.9
 OR1160
 OR1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1160!SPC SD S     -   0.99991503  x   0.99996286  =   0.99987790
 OR1160!UTM  14      -   0.99991503  x   0.99960315  =   0.99951822
 OR1160
 OR1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1599161943(NAD 83)
 OR1160
 OR1160                          SUPERSEDED SURVEY CONTROL
 OR1160
 OR1160  NAD 83(2007)-  43 00 35.97626(N)    098 48 13.59808(W) AD(2002.00) 0
 OR1160  ELLIP H (02/10/07)  541.861  (m)                       GP(2002.00)    
 OR1160  ELLIP H (06/23/03)  541.857  (m)                       GP(       ) 3 1
 OR1160  NAD 83(1996)-  43 00 35.97613(N)    098 48 13.59789(W) AD(       ) B
 OR1160  ELLIP H (04/18/97)  541.890  (m)                       GP(       ) 4 1
 OR1160  NAVD 88             567.79   (m)         1862.8    (f) LEVELING    3  
 OR1160
 OR1160.Superseded values are not recommended for survey control.
 OR1160
 OR1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1160.See file dsdata.pdf to determine how the superseded data were derived.
 OR1160
 OR1160_MARKER: Z = SEE DESCRIPTION
 OR1160_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1160_STAMPING: 18-316.60 1993
 OR1160_MARK LOGO: NGS
 OR1160_PROJECTION: FLUSH
 OR1160_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1160+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 OR1160_ROD/PIPE-DEPTH: 6.40 meters
 OR1160_SLEEVE-DEPTH  : 1.80 meters
 OR1160
 OR1160  HISTORY     - Date     Condition        Report By
 OR1160  HISTORY     - 1993     MONUMENTED       SDDT
 OR1160  HISTORY     - 19931006 GOOD             NGS
 OR1160  HISTORY     - 19960813 GOOD             NGS
 OR1160  HISTORY     - 20020610 GOOD             SDDT
 OR1160  HISTORY     - 20130115 POOR             INDIV
 OR1160
 OR1160                          STATION DESCRIPTION
 OR1160
 OR1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1160'16.9 KM (10.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1160'OF MAIN STREET IN BONESTEEL, 1.0 KM (0.60 MI) EAST OF MILEPOST 316,
 OR1160'26.9 M (88.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.4 M (73.5
 OR1160'FT) NORTH OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT) EAST OF THE
 OR1160'CENTER OF A FIELD ENTRANCE, 2.2 M (7.2 FT) EAST OF A GATE POST, 0.6 M
 OR1160'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A
 OR1160'FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 OR1160'NORTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OR1160'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR1160'SPECIFICATIONS FOR A CLASS A MARK.
 OR1160
 OR1160                          STATION RECOVERY (1996)
 OR1160
 OR1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1160'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF PICKSTOWN
 OR1160'AND 5.0 MI (8.0 KM) SOUTHEAST OF FAIRFAX ON U.S. HIGHWAY 18.
 OR1160'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 OR1160'JUNCTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY 43, SOUTH OF FAIRFAX, GO
 OR1160'EAST ON U.S. HIGHWAY 18 FOR 5.0 MI (8.0 KM) TO A GRAVEL ROAD LEADING
 OR1160'TO THE SOUTH SCALP CREEK RECREATION AREA AND THE STATION ON THE LEFT.
 OR1160'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 OR1160'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 OR1160'PIPE.  LOCATED 67.1 M (220.1 FT) SOUTHEAST OF THE BETHLEHEM GERMAN
 OR1160'CHURCH HISTORICAL MARKER, 27.4 M (89.9 FT) EAST OF THE CENTER OF A
 OR1160'GRAVEL ROAD, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.0 M
 OR1160'(23.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.6 M (2.0 FT)
 OR1160'SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) NORTH OF A METAL
 OR1160'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1160'CAP AND THEN A 4-INCH PVC CAP.
 OR1160
 OR1160                          STATION RECOVERY (2002)
 OR1160
 OR1160'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OR1160'RECOVERED AS DESCRIBED
 OR1160'
 OR1160
 OR1160                          STATION RECOVERY (2013)
 OR1160
 OR1160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1160'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1159 ***********************************************************************
 OR1159  DESIGNATION -  18 317.50
 OR1159  PID         -  OR1159
 OR1159  STATE/COUNTY-  SD/GREGORY
 OR1159  COUNTRY     -  US
 OR1159  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR1159
 OR1159                         *CURRENT SURVEY CONTROL
 OR1159  ______________________________________________________________________
 OR1159* NAD 83(1986) POSITION- 43 00 34.     (N) 098 47 02.     (W)   SCALED
 OR1159* NAVD 88 ORTHO HEIGHT -   568.547 (meters)     1865.31  (feet) ADJUSTED
 OR1159  ______________________________________________________________________
 OR1159  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 OR1159  DYNAMIC HEIGHT  -        568.338 (meters)     1864.62  (feet) COMP
 OR1159  MODELED GRAVITY -    980,235.6   (mgal)                       NAVD 88
 OR1159
 OR1159  VERT ORDER      -  FIRST     CLASS II
 OR1159
 OR1159.The horizontal coordinates were scaled from a map and have
 OR1159.an estimated accuracy of +/- 6 seconds.
 OR1159
 OR1159.The orthometric height was determined by differential leveling and
 OR1159.adjusted by the NATIONAL GEODETIC SURVEY
 OR1159.in June 1994.
 OR1159
 OR1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1159.GEOID18 height accuracy estimate available here.
 OR1159
 OR1159.Click photographs - Photos may exist for this station.
 OR1159
 OR1159.The dynamic height is computed by dividing the NAVD 88
 OR1159.geopotential number by the normal gravity value computed on the
 OR1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1159.degrees latitude (g = 980.6199 gals.).
 OR1159
 OR1159.The modeled gravity was interpolated from observed gravity values.
 OR1159
 OR1159;                    North         East    Units  Estimated Accuracy
 OR1159;SPC SD S     -    76,290.      726,310.      MT  (+/- 180 meters Scaled)
 OR1159
 OR1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN176618(NAD 83)
 OR1159
 OR1159                          SUPERSEDED SURVEY CONTROL
 OR1159
 OR1159.No superseded survey control is available for this station.
 OR1159
 OR1159_MARKER: DB = BENCH MARK DISK
 OR1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1159_STAMPING: 18-317.50 1993
 OR1159_MARK LOGO: SDDT
 OR1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1159+STABILITY: SURFACE MOTION
 OR1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1159+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1159
 OR1159  HISTORY     - Date     Condition        Report By
 OR1159  HISTORY     - 1993     MONUMENTED       SDDT
 OR1159  HISTORY     - 19930928 GOOD             NGS
 OR1159  HISTORY     - 20130115 GOOD             INDIV
 OR1159
 OR1159                          STATION DESCRIPTION
 OR1159
 OR1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1159'18.3 KM (11.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1159'OF MAIN STREET IN BONESTEEL, 813.0 M (2667.3 FT) EAST OF MILEPOST
 OR1159'317, 70.0 M (229.7 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY,
 OR1159'22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 OR1159'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A FENCE
 OR1159'CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 OR1159'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1159'NOTE--THE DISK IS SET ON A SLIGHT ANGLE.
 OR1159
 OR1159                          STATION RECOVERY (2013)
 OR1159
 OR1159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1158 ***********************************************************************
 OR1158  DESIGNATION -  18 318.65
 OR1158  PID         -  OR1158
 OR1158  STATE/COUNTY-  SD/GREGORY
 OR1158  COUNTRY     -  US
 OR1158  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR1158
 OR1158                         *CURRENT SURVEY CONTROL
 OR1158  ______________________________________________________________________
 OR1158* NAD 83(1986) POSITION- 43 00 33.     (N) 098 45 32.     (W)   SCALED
 OR1158* NAVD 88 ORTHO HEIGHT -   561.375 (meters)     1841.78  (feet) ADJUSTED
 OR1158  ______________________________________________________________________
 OR1158  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 OR1158  DYNAMIC HEIGHT  -        561.170 (meters)     1841.11  (feet) COMP
 OR1158  MODELED GRAVITY -    980,237.6   (mgal)                       NAVD 88
 OR1158
 OR1158  VERT ORDER      -  FIRST     CLASS II
 OR1158
 OR1158.The horizontal coordinates were scaled from a map and have
 OR1158.an estimated accuracy of +/- 6 seconds.
 OR1158
 OR1158.The orthometric height was determined by differential leveling and
 OR1158.adjusted by the NATIONAL GEODETIC SURVEY
 OR1158.in June 1994.
 OR1158
 OR1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1158.GEOID18 height accuracy estimate available here.
 OR1158
 OR1158.Click photographs - Photos may exist for this station.
 OR1158
 OR1158.The dynamic height is computed by dividing the NAVD 88
 OR1158.geopotential number by the normal gravity value computed on the
 OR1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1158.degrees latitude (g = 980.6199 gals.).
 OR1158
 OR1158.The modeled gravity was interpolated from observed gravity values.
 OR1158
 OR1158;                    North         East    Units  Estimated Accuracy
 OR1158;SPC SD S     -    76,300.      728,350.      MT  (+/- 180 meters Scaled)
 OR1158
 OR1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN196618(NAD 83)
 OR1158
 OR1158                          SUPERSEDED SURVEY CONTROL
 OR1158
 OR1158.No superseded survey control is available for this station.
 OR1158
 OR1158_MARKER: DB = BENCH MARK DISK
 OR1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1158_STAMPING: 18-318.65 1993
 OR1158_MARK LOGO: SDDT
 OR1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1158+STABILITY: SURFACE MOTION
 OR1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1158+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1158
 OR1158  HISTORY     - Date     Condition        Report By
 OR1158  HISTORY     - 1993     MONUMENTED       SDDT
 OR1158  HISTORY     - 19930928 GOOD             NGS
 OR1158  HISTORY     - 20130115 GOOD             INDIV
 OR1158
 OR1158                          STATION DESCRIPTION
 OR1158
 OR1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1158'20.1 KM (12.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1158'OF MAIN STREET IN BONESTEEL, 1.0 KM (0.60 MI) EAST OF MILEPOST 318,
 OR1158'29.6 M (97.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT)
 OR1158'SOUTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER S5 N11 E1, 8.3 M (27.2
 OR1158'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE
 OR1158'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A FENCE, 0.2 M (0.7 FT)
 OR1158'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OR1158'ABOVE THE GROUND SURFACE.
 OR1158
 OR1158                          STATION RECOVERY (2013)
 OR1158
 OR1158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1157 ***********************************************************************
 OR1157  DESIGNATION -  18 319.65
 OR1157  PID         -  OR1157
 OR1157  STATE/COUNTY-  SD/GREGORY
 OR1157  COUNTRY     -  US
 OR1157  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1157
 OR1157                         *CURRENT SURVEY CONTROL
 OR1157  ______________________________________________________________________
 OR1157* NAD 83(1986) POSITION- 43 00 16.     (N) 098 44 37.     (W)   SCALED
 OR1157* NAVD 88 ORTHO HEIGHT -   557.900 (meters)     1830.38  (feet) ADJUSTED
 OR1157  ______________________________________________________________________
 OR1157  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 OR1157  DYNAMIC HEIGHT  -        557.696 (meters)     1829.71  (feet) COMP
 OR1157  MODELED GRAVITY -    980,239.0   (mgal)                       NAVD 88
 OR1157
 OR1157  VERT ORDER      -  FIRST     CLASS II
 OR1157
 OR1157.The horizontal coordinates were scaled from a map and have
 OR1157.an estimated accuracy of +/- 6 seconds.
 OR1157
 OR1157.The orthometric height was determined by differential leveling and
 OR1157.adjusted by the NATIONAL GEODETIC SURVEY
 OR1157.in June 1994.
 OR1157
 OR1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1157.GEOID18 height accuracy estimate available here.
 OR1157
 OR1157.Click photographs - Photos may exist for this station.
 OR1157
 OR1157.The dynamic height is computed by dividing the NAVD 88
 OR1157.geopotential number by the normal gravity value computed on the
 OR1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1157.degrees latitude (g = 980.6199 gals.).
 OR1157
 OR1157.The modeled gravity was interpolated from observed gravity values.
 OR1157
 OR1157;                    North         East    Units  Estimated Accuracy
 OR1157;SPC SD S     -    75,800.      729,610.      MT  (+/- 180 meters Scaled)
 OR1157
 OR1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN208613(NAD 83)
 OR1157
 OR1157                          SUPERSEDED SURVEY CONTROL
 OR1157
 OR1157.No superseded survey control is available for this station.
 OR1157
 OR1157_MARKER: DB = BENCH MARK DISK
 OR1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1157_STAMPING: 18-319.65 1993
 OR1157_MARK LOGO: SDDT
 OR1157_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1157+STABILITY: SURFACE MOTION
 OR1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1157+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1157
 OR1157  HISTORY     - Date     Condition        Report By
 OR1157  HISTORY     - 1993     MONUMENTED       SDDT
 OR1157  HISTORY     - 19930928 GOOD             NGS
 OR1157  HISTORY     - 20130115 GOOD             INDIV
 OR1157
 OR1157                          STATION DESCRIPTION
 OR1157
 OR1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1157'21.8 KM (13.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1157'OF MAIN STREET IN BONESTEEL, 1.1 KM (0.70 MI) EAST OF MILEPOST 319,
 OR1157'62.0 M (203.4 FT) WEST OF A UTILITY LINE CROSSING THE HIGHWAY, 23.5 M
 OR1157'(77.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.0 M (39.4 FT) EAST OF A
 OR1157'FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 OR1157'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 OR1157'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1157
 OR1157                          STATION RECOVERY (2013)
 OR1157
 OR1157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1155 ***********************************************************************
 OR1155  DESIGNATION -  18 320.70
 OR1155  PID         -  OR1155
 OR1155  STATE/COUNTY-  SD/GREGORY
 OR1155  COUNTRY     -  US
 OR1155  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1155
 OR1155                         *CURRENT SURVEY CONTROL
 OR1155  ______________________________________________________________________
 OR1155* NAD 83(1986) POSITION- 43 00 33.     (N) 098 43 32.     (W)   SCALED
 OR1155* NAVD 88 ORTHO HEIGHT -   555.350 (meters)     1822.01  (feet) ADJUSTED
 OR1155  ______________________________________________________________________
 OR1155  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 OR1155  DYNAMIC HEIGHT  -        555.149 (meters)     1821.35  (feet) COMP
 OR1155  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 OR1155
 OR1155  VERT ORDER      -  FIRST     CLASS II
 OR1155
 OR1155.The horizontal coordinates were scaled from a map and have
 OR1155.an estimated accuracy of +/- 6 seconds.
 OR1155
 OR1155.The orthometric height was determined by differential leveling and
 OR1155.adjusted by the NATIONAL GEODETIC SURVEY
 OR1155.in June 1994.
 OR1155
 OR1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1155.GEOID18 height accuracy estimate available here.
 OR1155
 OR1155.Click photographs - Photos may exist for this station.
 OR1155
 OR1155.The dynamic height is computed by dividing the NAVD 88
 OR1155.geopotential number by the normal gravity value computed on the
 OR1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1155.degrees latitude (g = 980.6199 gals.).
 OR1155
 OR1155.The modeled gravity was interpolated from observed gravity values.
 OR1155
 OR1155;                    North         East    Units  Estimated Accuracy
 OR1155;SPC SD S     -    76,350.      731,070.      MT  (+/- 180 meters Scaled)
 OR1155
 OR1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN223618(NAD 83)
 OR1155
 OR1155                          SUPERSEDED SURVEY CONTROL
 OR1155
 OR1155.No superseded survey control is available for this station.
 OR1155
 OR1155_MARKER: Z = SEE DESCRIPTION
 OR1155_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1155_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1155_STAMPING: 18-320.70 1993
 OR1155_MARK LOGO: NGS
 OR1155_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1155_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1155+STABILITY: POSITION/ELEVATION WELL
 OR1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1155+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2013
 OR1155_ROD/PIPE-DEPTH: 6.4 meters
 OR1155_SLEEVE-DEPTH  : 3.0 meters
 OR1155
 OR1155  HISTORY     - Date     Condition        Report By
 OR1155  HISTORY     - 1993     MONUMENTED       SDDT
 OR1155  HISTORY     - 19930924 GOOD             NGS
 OR1155  HISTORY     - 20130124 GOOD             INDIV
 OR1155
 OR1155                          STATION DESCRIPTION
 OR1155
 OR1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1155'18.3 KM (11.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1155'OF STATE HIGHWAY 46 IN PICKSTOWN, 87.0 M (285.4 FT) SOUTHWEST OF THE
 OR1155'INTERSECTION OF U.S. HIGHWAY 281, 50.3 M (165.0 FT) SOUTHWEST OF
 OR1155'MILEPOST 320.72, 22.0 M (72.2 FT) SOUTHEAST OF THE HIGHWAY
 OR1155'CENTERLINE, 5.0 M (16.4 FT) NORTHEAST OF THE CENTER OF A FIELD
 OR1155'ENTRANCE, 1.1 M (3.6 FT) NORTHWEST OF A FENCE, 0.6 M (2.0 FT) BELOW
 OR1155'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST,
 OR1155'AND 0.3 M (1.0 FT) SOUTHEAST OF A STATE WITNESS POST.  NOTE--THE
 OR1155'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 OR1155'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 OR1155'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OR1155'THEN THROUGH A 4-INCH PVC CAP.
 OR1155
 OR1155                          STATION RECOVERY (2013)
 OR1155
 OR1155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1154 ***********************************************************************
 OR1154  DESIGNATION -  18 321.55
 OR1154  PID         -  OR1154
 OR1154  STATE/COUNTY-  SD/GREGORY
 OR1154  COUNTRY     -  US
 OR1154  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1154
 OR1154                         *CURRENT SURVEY CONTROL
 OR1154  ______________________________________________________________________
 OR1154* NAD 83(1986) POSITION- 43 01 13.     (N) 098 43 04.     (W)   SCALED
 OR1154* NAVD 88 ORTHO HEIGHT -   550.573 (meters)     1806.34  (feet) ADJUSTED
 OR1154  ______________________________________________________________________
 OR1154  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 OR1154  DYNAMIC HEIGHT  -        550.375 (meters)     1805.69  (feet) COMP
 OR1154  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 OR1154
 OR1154  VERT ORDER      -  FIRST     CLASS II
 OR1154
 OR1154.The horizontal coordinates were scaled from a map and have
 OR1154.an estimated accuracy of +/- 6 seconds.
 OR1154
 OR1154.The orthometric height was determined by differential leveling and
 OR1154.adjusted by the NATIONAL GEODETIC SURVEY
 OR1154.in June 1994.
 OR1154
 OR1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1154.GEOID18 height accuracy estimate available here.
 OR1154
 OR1154.Click photographs - Photos may exist for this station.
 OR1154
 OR1154.The dynamic height is computed by dividing the NAVD 88
 OR1154.geopotential number by the normal gravity value computed on the
 OR1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1154.degrees latitude (g = 980.6199 gals.).
 OR1154
 OR1154.The modeled gravity was interpolated from observed gravity values.
 OR1154
 OR1154;                    North         East    Units  Estimated Accuracy
 OR1154;SPC SD S     -    77,590.      731,680.      MT  (+/- 180 meters Scaled)
 OR1154
 OR1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN229631(NAD 83)
 OR1154
 OR1154                          SUPERSEDED SURVEY CONTROL
 OR1154
 OR1154.No superseded survey control is available for this station.
 OR1154
 OR1154_MARKER: DB = BENCH MARK DISK
 OR1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1154_STAMPING: 18-321.55 1993
 OR1154_MARK LOGO: SDDT
 OR1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1154+STABILITY: SURFACE MOTION
 OR1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1154+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2013
 OR1154
 OR1154  HISTORY     - Date     Condition        Report By
 OR1154  HISTORY     - 1993     MONUMENTED       SDDT
 OR1154  HISTORY     - 19930924 GOOD             NGS
 OR1154  HISTORY     - 20130124 GOOD             INDIV
 OR1154
 OR1154                          STATION DESCRIPTION
 OR1154
 OR1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1154'18.2 KM (11.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1154'OF STATE HIGHWAY 46 IN PICKSTOWN, 931.0 M (3054.5 FT) NORTHEAST OF
 OR1154'MILEPOST 321, 22.0 M (72.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 OR1154'8.8 M (28.9 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 OR1154'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 OR1154'OF A WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF A FENCE, AND THE
 OR1154'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1154
 OR1154                          STATION RECOVERY (2013)
 OR1154
 OR1154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1153 ***********************************************************************
 OR1153  DESIGNATION -  18 322.55
 OR1153  PID         -  OR1153
 OR1153  STATE/COUNTY-  SD/GREGORY
 OR1153  COUNTRY     -  US
 OR1153  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1153
 OR1153                         *CURRENT SURVEY CONTROL
 OR1153  ______________________________________________________________________
 OR1153* NAD 83(1986) POSITION- 43 01 53.     (N) 098 42 30.     (W)   SCALED
 OR1153* NAVD 88 ORTHO HEIGHT -   549.296 (meters)     1802.15  (feet) ADJUSTED
 OR1153  ______________________________________________________________________
 OR1153  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 OR1153  DYNAMIC HEIGHT  -        549.100 (meters)     1801.51  (feet) COMP
 OR1153  MODELED GRAVITY -    980,246.9   (mgal)                       NAVD 88
 OR1153
 OR1153  VERT ORDER      -  FIRST     CLASS II
 OR1153
 OR1153.The horizontal coordinates were scaled from a map and have
 OR1153.an estimated accuracy of +/- 6 seconds.
 OR1153
 OR1153.The orthometric height was determined by differential leveling and
 OR1153.adjusted by the NATIONAL GEODETIC SURVEY
 OR1153.in June 1994.
 OR1153
 OR1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1153.GEOID18 height accuracy estimate available here.
 OR1153
 OR1153.Click photographs - Photos may exist for this station.
 OR1153
 OR1153.The dynamic height is computed by dividing the NAVD 88
 OR1153.geopotential number by the normal gravity value computed on the
 OR1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1153.degrees latitude (g = 980.6199 gals.).
 OR1153
 OR1153.The modeled gravity was interpolated from observed gravity values.
 OR1153
 OR1153;                    North         East    Units  Estimated Accuracy
 OR1153;SPC SD S     -    78,840.      732,420.      MT  (+/- 180 meters Scaled)
 OR1153
 OR1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN237643(NAD 83)
 OR1153
 OR1153                          SUPERSEDED SURVEY CONTROL
 OR1153
 OR1153.No superseded survey control is available for this station.
 OR1153
 OR1153_MARKER: DB = BENCH MARK DISK
 OR1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1153_STAMPING: 18-322.55 1993
 OR1153_MARK LOGO: SDDT
 OR1153_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1153+STABILITY: SURFACE MOTION
 OR1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1153+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2013
 OR1153
 OR1153  HISTORY     - Date     Condition        Report By
 OR1153  HISTORY     - 1993     MONUMENTED       SDDT
 OR1153  HISTORY     - 19930924 GOOD             NGS
 OR1153  HISTORY     - 20130124 GOOD             INDIV
 OR1153
 OR1153                          STATION DESCRIPTION
 OR1153
 OR1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1153'16.8 KM (10.45 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1153'OF STATE HIGHWAY 46 IN PICKSTOWN, 740.0 M (2427.8 FT) NORTHEAST OF
 OR1153'MILEPOST 322, 22.0 M (72.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 OR1153'5.0 M (16.4 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 OR1153'0.5 M (1.6 FT) SOUTHEAST OF A FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL
 OR1153'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE
 OR1153'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1153
 OR1153                          STATION RECOVERY (2013)
 OR1153
 OR1153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1152 ***********************************************************************
 OR1152  DESIGNATION -  18 323.55
 OR1152  PID         -  OR1152
 OR1152  STATE/COUNTY-  SD/GREGORY
 OR1152  COUNTRY     -  US
 OR1152  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1152
 OR1152                         *CURRENT SURVEY CONTROL
 OR1152  ______________________________________________________________________
 OR1152* NAD 83(1986) POSITION- 43 02 21.     (N) 098 41 23.     (W)   SCALED
 OR1152* NAVD 88 ORTHO HEIGHT -   538.656 (meters)     1767.24  (feet) ADJUSTED
 OR1152  ______________________________________________________________________
 OR1152  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 OR1152  DYNAMIC HEIGHT  -        538.465 (meters)     1766.61  (feet) COMP
 OR1152  MODELED GRAVITY -    980,251.1   (mgal)                       NAVD 88
 OR1152
 OR1152  VERT ORDER      -  FIRST     CLASS II
 OR1152
 OR1152.The horizontal coordinates were scaled from a map and have
 OR1152.an estimated accuracy of +/- 6 seconds.
 OR1152
 OR1152.The orthometric height was determined by differential leveling and
 OR1152.adjusted by the NATIONAL GEODETIC SURVEY
 OR1152.in June 1994.
 OR1152
 OR1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1152.GEOID18 height accuracy estimate available here.
 OR1152
 OR1152.Click photographs - Photos may exist for this station.
 OR1152
 OR1152.The dynamic height is computed by dividing the NAVD 88
 OR1152.geopotential number by the normal gravity value computed on the
 OR1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1152.degrees latitude (g = 980.6199 gals.).
 OR1152
 OR1152.The modeled gravity was interpolated from observed gravity values.
 OR1152
 OR1152;                    North         East    Units  Estimated Accuracy
 OR1152;SPC SD S     -    79,740.      733,920.      MT  (+/- 180 meters Scaled)
 OR1152
 OR1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN252652(NAD 83)
 OR1152
 OR1152                          SUPERSEDED SURVEY CONTROL
 OR1152
 OR1152.No superseded survey control is available for this station.
 OR1152
 OR1152_MARKER: DB = BENCH MARK DISK
 OR1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1152_STAMPING: 18-323.55 1993
 OR1152_MARK LOGO: SDDT
 OR1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1152+STABILITY: SURFACE MOTION
 OR1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1152+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1993
 OR1152
 OR1152  HISTORY     - Date     Condition        Report By
 OR1152  HISTORY     - 1993     MONUMENTED       SDDT
 OR1152  HISTORY     - 19930924 GOOD             NGS
 OR1152
 OR1152                          STATION DESCRIPTION
 OR1152
 OR1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1152'14.9 KM (9.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1152'OF STATE HIGHWAY 46 IN PICKSTOWN, 1.0 KM (0.60 MI) NORTHEAST OF
 OR1152'MILEPOST 323, 65.5 M (214.9 FT) EAST OF THE CENTER OF A GRAVELED
 OR1152'DRIVEWAY, 22.0 M (72.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M
 OR1152'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 OR1152'FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 OR1152'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1151 ***********************************************************************
 OR1151  DESIGNATION -  18 324.60
 OR1151  PID         -  OR1151
 OR1151  STATE/COUNTY-  SD/GREGORY
 OR1151  COUNTRY     -  US
 OR1151  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1151
 OR1151                         *CURRENT SURVEY CONTROL
 OR1151  ______________________________________________________________________
 OR1151* NAD 83(1986) POSITION- 43 02 21.     (N) 098 40 12.     (W)   SCALED
 OR1151* NAVD 88 ORTHO HEIGHT -   552.927 (meters)     1814.06  (feet) ADJUSTED
 OR1151  ______________________________________________________________________
 OR1151  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 OR1151  DYNAMIC HEIGHT  -        552.734 (meters)     1813.43  (feet) COMP
 OR1151  MODELED GRAVITY -    980,254.0   (mgal)                       NAVD 88
 OR1151
 OR1151  VERT ORDER      -  FIRST     CLASS II
 OR1151
 OR1151.The horizontal coordinates were scaled from a map and have
 OR1151.an estimated accuracy of +/- 6 seconds.
 OR1151
 OR1151.The orthometric height was determined by differential leveling and
 OR1151.adjusted by the NATIONAL GEODETIC SURVEY
 OR1151.in June 1994.
 OR1151
 OR1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1151.GEOID18 height accuracy estimate available here.
 OR1151
 OR1151.Click photographs - Photos may exist for this station.
 OR1151
 OR1151.The dynamic height is computed by dividing the NAVD 88
 OR1151.geopotential number by the normal gravity value computed on the
 OR1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1151.degrees latitude (g = 980.6199 gals.).
 OR1151
 OR1151.The modeled gravity was interpolated from observed gravity values.
 OR1151
 OR1151;                    North         East    Units  Estimated Accuracy
 OR1151;SPC SD S     -    79,770.      735,530.      MT  (+/- 180 meters Scaled)
 OR1151
 OR1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN268652(NAD 83)
 OR1151
 OR1151                          SUPERSEDED SURVEY CONTROL
 OR1151
 OR1151.No superseded survey control is available for this station.
 OR1151
 OR1151_MARKER: DB = BENCH MARK DISK
 OR1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1151_STAMPING: 18-324.60 1993
 OR1151_MARK LOGO: SDDT
 OR1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1151+STABILITY: SURFACE MOTION
 OR1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1151+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2013
 OR1151
 OR1151  HISTORY     - Date     Condition        Report By
 OR1151  HISTORY     - 1993     MONUMENTED       SDDT
 OR1151  HISTORY     - 19930924 GOOD             NGS
 OR1151  HISTORY     - 20130124 GOOD             INDIV
 OR1151
 OR1151                          STATION DESCRIPTION
 OR1151
 OR1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1151'13.3 KM (8.25 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1151'OF STATE HIGHWAY 46 IN PICKSTOWN, 1.0 KM (0.60 MI) NORTHEAST OF
 OR1151'MILEPOST 324, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.0
 OR1151'M (32.8 FT) EAST OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) SOUTH
 OR1151'OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OR1151'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1151
 OR1151                          STATION RECOVERY (2013)
 OR1151
 OR1151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1150 ***********************************************************************
 OR1150  DESIGNATION -  18 325.80
 OR1150  PID         -  OR1150
 OR1150  STATE/COUNTY-  SD/GREGORY
 OR1150  COUNTRY     -  US
 OR1150  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1150
 OR1150                         *CURRENT SURVEY CONTROL
 OR1150  ______________________________________________________________________
 OR1150* NAD 83(1986) POSITION- 43 02 21.     (N) 098 38 42.     (W)   SCALED
 OR1150* NAVD 88 ORTHO HEIGHT -   541.765 (meters)     1777.44  (feet) ADJUSTED
 OR1150  ______________________________________________________________________
 OR1150  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 OR1150  DYNAMIC HEIGHT  -        541.578 (meters)     1776.83  (feet) COMP
 OR1150  MODELED GRAVITY -    980,258.0   (mgal)                       NAVD 88
 OR1150
 OR1150  VERT ORDER      -  FIRST     CLASS II
 OR1150
 OR1150.The horizontal coordinates were scaled from a map and have
 OR1150.an estimated accuracy of +/- 6 seconds.
 OR1150
 OR1150.The orthometric height was determined by differential leveling and
 OR1150.adjusted by the NATIONAL GEODETIC SURVEY
 OR1150.in June 1994.
 OR1150
 OR1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1150.GEOID18 height accuracy estimate available here.
 OR1150
 OR1150.Click photographs - Photos may exist for this station.
 OR1150
 OR1150.The dynamic height is computed by dividing the NAVD 88
 OR1150.geopotential number by the normal gravity value computed on the
 OR1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1150.degrees latitude (g = 980.6199 gals.).
 OR1150
 OR1150.The modeled gravity was interpolated from observed gravity values.
 OR1150
 OR1150;                    North         East    Units  Estimated Accuracy
 OR1150;SPC SD S     -    79,810.      737,570.      MT  (+/- 180 meters Scaled)
 OR1150
 OR1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN289652(NAD 83)
 OR1150
 OR1150                          SUPERSEDED SURVEY CONTROL
 OR1150
 OR1150.No superseded survey control is available for this station.
 OR1150
 OR1150_MARKER: DB = BENCH MARK DISK
 OR1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1150_STAMPING: 18-325.80 1993
 OR1150_MARK LOGO: SDDT
 OR1150_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1150+STABILITY: SURFACE MOTION
 OR1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1150+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2013
 OR1150
 OR1150  HISTORY     - Date     Condition        Report By
 OR1150  HISTORY     - 1993     MONUMENTED       SDDT
 OR1150  HISTORY     - 19930924 GOOD             NGS
 OR1150  HISTORY     - 20130124 GOOD             INDIV
 OR1150
 OR1150                          STATION DESCRIPTION
 OR1150
 OR1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1150'11.4 KM (7.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1150'OF STATE HIGHWAY 46 IN PICKSTOWN, 1.3 KM (0.80 MI) NORTHEAST OF
 OR1150'MILEPOST 325, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.2
 OR1150'M (56.4 FT) WEST OF A FIELD ENTRANCE ROAD, 1.4 M (4.6 FT) BELOW THE
 OR1150'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 OR1150'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1150'SURFACE.
 OR1150
 OR1150                          STATION RECOVERY (2013)
 OR1150
 OR1150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1149 ***********************************************************************
 OR1149  DESIGNATION -  18 326.75
 OR1149  PID         -  OR1149
 OR1149  STATE/COUNTY-  SD/GREGORY
 OR1149  COUNTRY     -  US
 OR1149  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1149
 OR1149                         *CURRENT SURVEY CONTROL
 OR1149  ______________________________________________________________________
 OR1149* NAD 83(1986) POSITION- 43 02 25.     (N) 098 37 44.     (W)   SCALED
 OR1149* NAVD 88 ORTHO HEIGHT -   544.564 (meters)     1786.62  (feet) ADJUSTED
 OR1149  ______________________________________________________________________
 OR1149  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 OR1149  DYNAMIC HEIGHT  -        544.378 (meters)     1786.01  (feet) COMP
 OR1149  MODELED GRAVITY -    980,260.9   (mgal)                       NAVD 88
 OR1149
 OR1149  VERT ORDER      -  FIRST     CLASS II
 OR1149
 OR1149.The horizontal coordinates were scaled from a map and have
 OR1149.an estimated accuracy of +/- 6 seconds.
 OR1149
 OR1149.The orthometric height was determined by differential leveling and
 OR1149.adjusted by the NATIONAL GEODETIC SURVEY
 OR1149.in June 1994.
 OR1149
 OR1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1149.GEOID18 height accuracy estimate available here.
 OR1149
 OR1149.Click photographs - Photos may exist for this station.
 OR1149
 OR1149.The dynamic height is computed by dividing the NAVD 88
 OR1149.geopotential number by the normal gravity value computed on the
 OR1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1149.degrees latitude (g = 980.6199 gals.).
 OR1149
 OR1149.The modeled gravity was interpolated from observed gravity values.
 OR1149
 OR1149;                    North         East    Units  Estimated Accuracy
 OR1149;SPC SD S     -    79,960.      738,880.      MT  (+/- 180 meters Scaled)
 OR1149
 OR1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN302653(NAD 83)
 OR1149
 OR1149                          SUPERSEDED SURVEY CONTROL
 OR1149
 OR1149.No superseded survey control is available for this station.
 OR1149
 OR1149_MARKER: DB = BENCH MARK DISK
 OR1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1149_STAMPING: 18-326.75 1993
 OR1149_MARK LOGO: SDDT
 OR1149_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1149+STABILITY: SURFACE MOTION
 OR1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1149+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2013
 OR1149
 OR1149  HISTORY     - Date     Condition        Report By
 OR1149  HISTORY     - 1993     MONUMENTED       SDDT
 OR1149  HISTORY     - 19930923 GOOD             NGS
 OR1149  HISTORY     - 20130117 GOOD             INDIV
 OR1149
 OR1149                          STATION DESCRIPTION
 OR1149
 OR1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1149'9.8 KM (6.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1149'STATE HIGHWAY 46 IN PICKSTOWN, 1.2 KM (0.75 MI) EAST OF MILEPOST 326,
 OR1149'24.6 M (80.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.3 M (43.6 FT)
 OR1149'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 8.4 M (27.6 FT) EAST OF
 OR1149'A FENCE CORNER AND GATE POST, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 OR1149'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OR1149'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1149
 OR1149                          STATION RECOVERY (2013)
 OR1149
 OR1149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1148 ***********************************************************************
 OR1148  DESIGNATION -  18 327.80
 OR1148  PID         -  OR1148
 OR1148  STATE/COUNTY-  SD/GREGORY
 OR1148  COUNTRY     -  US
 OR1148  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1148
 OR1148                         *CURRENT SURVEY CONTROL
 OR1148  ______________________________________________________________________
 OR1148* NAD 83(1986) POSITION- 43 02 26.     (N) 098 36 30.     (W)   SCALED
 OR1148* NAVD 88 ORTHO HEIGHT -   541.689 (meters)     1777.19  (feet) ADJUSTED
 OR1148  ______________________________________________________________________
 OR1148  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 OR1148  DYNAMIC HEIGHT  -        541.505 (meters)     1776.59  (feet) COMP
 OR1148  MODELED GRAVITY -    980,263.8   (mgal)                       NAVD 88
 OR1148
 OR1148  VERT ORDER      -  FIRST     CLASS II
 OR1148
 OR1148.The horizontal coordinates were scaled from a map and have
 OR1148.an estimated accuracy of +/- 6 seconds.
 OR1148
 OR1148.The orthometric height was determined by differential leveling and
 OR1148.adjusted by the NATIONAL GEODETIC SURVEY
 OR1148.in June 1994.
 OR1148
 OR1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1148.GEOID18 height accuracy estimate available here.
 OR1148
 OR1148.Click photographs - Photos may exist for this station.
 OR1148
 OR1148.The dynamic height is computed by dividing the NAVD 88
 OR1148.geopotential number by the normal gravity value computed on the
 OR1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1148.degrees latitude (g = 980.6199 gals.).
 OR1148
 OR1148.The modeled gravity was interpolated from observed gravity values.
 OR1148
 OR1148;                    North         East    Units  Estimated Accuracy
 OR1148;SPC SD S     -    80,030.      740,550.      MT  (+/- 180 meters Scaled)
 OR1148
 OR1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN319653(NAD 83)
 OR1148
 OR1148                          SUPERSEDED SURVEY CONTROL
 OR1148
 OR1148.No superseded survey control is available for this station.
 OR1148
 OR1148_MARKER: DB = BENCH MARK DISK
 OR1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1148_STAMPING: 18-327.80 1993
 OR1148_MARK LOGO: SDDT
 OR1148_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1148+STABILITY: SURFACE MOTION
 OR1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1148+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2013
 OR1148
 OR1148  HISTORY     - Date     Condition        Report By
 OR1148  HISTORY     - 1993     MONUMENTED       SDDT
 OR1148  HISTORY     - 19930923 GOOD             NGS
 OR1148  HISTORY     - 20130117 GOOD             INDIV
 OR1148
 OR1148                          STATION DESCRIPTION
 OR1148
 OR1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1148'8.2 KM (5.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1148'STATE HIGHWAY 46 IN PICKSTOWN, 1.2 KM (0.75 MI) EAST OF MILEPOST 327,
 OR1148'24.0 M (78.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT)
 OR1148'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) SOUTH
 OR1148'OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 OR1148'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.05 M
 OR1148'(0.16 FT) ABOVE THE GROUND SURFACE.
 OR1148
 OR1148                          STATION RECOVERY (2013)
 OR1148
 OR1148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1147 ***********************************************************************
 OR1147  DESIGNATION -  18 328.40
 OR1147  PID         -  OR1147
 OR1147  STATE/COUNTY-  SD/GREGORY
 OR1147  COUNTRY     -  US
 OR1147  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1147
 OR1147                         *CURRENT SURVEY CONTROL
 OR1147  ______________________________________________________________________
 OR1147* NAD 83(1986) POSITION- 43 02 27.     (N) 098 35 46.     (W)   SCALED
 OR1147* NAVD 88 ORTHO HEIGHT -   510.867 (meters)     1676.07  (feet) ADJUSTED
 OR1147  ______________________________________________________________________
 OR1147  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 OR1147  DYNAMIC HEIGHT  -        510.693 (meters)     1675.50  (feet) COMP
 OR1147  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OR1147
 OR1147  VERT ORDER      -  FIRST     CLASS II
 OR1147
 OR1147.The horizontal coordinates were scaled from a map and have
 OR1147.an estimated accuracy of +/- 6 seconds.
 OR1147
 OR1147.The orthometric height was determined by differential leveling and
 OR1147.adjusted by the NATIONAL GEODETIC SURVEY
 OR1147.in June 1994.
 OR1147
 OR1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1147.GEOID18 height accuracy estimate available here.
 OR1147
 OR1147.Click photographs - Photos may exist for this station.
 OR1147
 OR1147.The dynamic height is computed by dividing the NAVD 88
 OR1147.geopotential number by the normal gravity value computed on the
 OR1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1147.degrees latitude (g = 980.6199 gals.).
 OR1147
 OR1147.The modeled gravity was interpolated from observed gravity values.
 OR1147
 OR1147;                    North         East    Units  Estimated Accuracy
 OR1147;SPC SD S     -    80,080.      741,550.      MT  (+/- 180 meters Scaled)
 OR1147
 OR1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN328654(NAD 83)
 OR1147
 OR1147                          SUPERSEDED SURVEY CONTROL
 OR1147
 OR1147.No superseded survey control is available for this station.
 OR1147
 OR1147_MARKER: DB = BENCH MARK DISK
 OR1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1147_STAMPING: 18-328.40 1993
 OR1147_MARK LOGO: SDDT
 OR1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1147+STABILITY: SURFACE MOTION
 OR1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1147+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR1147
 OR1147  HISTORY     - Date     Condition        Report By
 OR1147  HISTORY     - 1993     MONUMENTED       SDDT
 OR1147  HISTORY     - 19930919 GOOD             NGS
 OR1147  HISTORY     - 20130125 GOOD             INDIV
 OR1147
 OR1147                          STATION DESCRIPTION
 OR1147
 OR1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1147'7.2 KM (4.45 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1147'STATE HIGHWAY 46 IN PICKSTOWN, NEAR THE WEST END OF A HIGHWAY CUT,
 OR1147'649.0 M (2129.3 FT) EAST OF MILEPOST 328, 20.0 M (65.6 FT) NORTH OF
 OR1147'AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.1 M (26.6 FT) SOUTH OF A
 OR1147'FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OR1147'PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND SURFACE.
 OR1147
 OR1147                          STATION RECOVERY (2013)
 OR1147
 OR1147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1146 ***********************************************************************
 OR1146  DESIGNATION -  18 329.10
 OR1146  PID         -  OR1146
 OR1146  STATE/COUNTY-  SD/GREGORY
 OR1146  COUNTRY     -  US
 OR1146  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1146
 OR1146                         *CURRENT SURVEY CONTROL
 OR1146  ______________________________________________________________________
 OR1146* NAD 83(1986) POSITION- 43 02 30.     (N) 098 35 01.     (W)   SCALED
 OR1146* NAVD 88 ORTHO HEIGHT -   470.483 (meters)     1543.58  (feet) ADJUSTED
 OR1146  ______________________________________________________________________
 OR1146  GEOID HEIGHT    -        -26.187 (meters)                     GEOID18
 OR1146  DYNAMIC HEIGHT  -        470.323 (meters)     1543.05  (feet) COMP
 OR1146  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 OR1146
 OR1146  VERT ORDER      -  FIRST     CLASS II
 OR1146
 OR1146.The horizontal coordinates were scaled from a map and have
 OR1146.an estimated accuracy of +/- 6 seconds.
 OR1146
 OR1146.The orthometric height was determined by differential leveling and
 OR1146.adjusted by the NATIONAL GEODETIC SURVEY
 OR1146.in June 1994.
 OR1146
 OR1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1146.GEOID18 height accuracy estimate available here.
 OR1146
 OR1146.Click photographs - Photos may exist for this station.
 OR1146
 OR1146.The dynamic height is computed by dividing the NAVD 88
 OR1146.geopotential number by the normal gravity value computed on the
 OR1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1146.degrees latitude (g = 980.6199 gals.).
 OR1146
 OR1146.The modeled gravity was interpolated from observed gravity values.
 OR1146
 OR1146;                    North         East    Units  Estimated Accuracy
 OR1146;SPC SD S     -    80,190.      742,560.      MT  (+/- 180 meters Scaled)
 OR1146
 OR1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN339655(NAD 83)
 OR1146
 OR1146                          SUPERSEDED SURVEY CONTROL
 OR1146
 OR1146.No superseded survey control is available for this station.
 OR1146
 OR1146_MARKER: DB = BENCH MARK DISK
 OR1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1146_STAMPING: 18-329.10 1993
 OR1146_MARK LOGO: SDDT
 OR1146_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1146+STABILITY: SURFACE MOTION
 OR1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1146+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR1146
 OR1146  HISTORY     - Date     Condition        Report By
 OR1146  HISTORY     - 1993     MONUMENTED       SDDT
 OR1146  HISTORY     - 19930919 GOOD             NGS
 OR1146  HISTORY     - 20130125 GOOD             INDIV
 OR1146
 OR1146                          STATION DESCRIPTION
 OR1146
 OR1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1146'6.1 KM (3.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1146'STATE HIGHWAY 46 IN PICKSTOWN, 108.0 M (354.3 FT) EAST OF MILEPOST
 OR1146'329, 19.9 M (65.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.8 M (48.6
 OR1146'FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING TO AN OVERLOOK, 1.0
 OR1146'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 OR1146'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OR1146'GROUND SURFACE.
 OR1146
 OR1146                          STATION RECOVERY (2013)
 OR1146
 OR1146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1137 ***********************************************************************
 OR1137  DESIGNATION -  18 333.55
 OR1137  PID         -  OR1137
 OR1137  STATE/COUNTY-  SD/CHARLES MIX
 OR1137  COUNTRY     -  US
 OR1137  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1137
 OR1137                         *CURRENT SURVEY CONTROL
 OR1137  ______________________________________________________________________
 OR1137* NAD 83(1986) POSITION- 43 04 45.     (N) 098 31 56.     (W)   SCALED
 OR1137* NAVD 88 ORTHO HEIGHT -   439.414 (meters)     1441.64  (feet) ADJUSTED
 OR1137  ______________________________________________________________________
 OR1137  GEOID HEIGHT    -        -26.272 (meters)                     GEOID18
 OR1137  DYNAMIC HEIGHT  -        439.269 (meters)     1441.17  (feet) COMP
 OR1137  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 OR1137
 OR1137  VERT ORDER      -  FIRST     CLASS II
 OR1137
 OR1137.The horizontal coordinates were scaled from a map and have
 OR1137.an estimated accuracy of +/- 6 seconds.
 OR1137
 OR1137.The orthometric height was determined by differential leveling and
 OR1137.adjusted by the NATIONAL GEODETIC SURVEY
 OR1137.in June 1994.
 OR1137
 OR1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1137.GEOID18 height accuracy estimate available here.
 OR1137
 OR1137.Click photographs - Photos may exist for this station.
 OR1137
 OR1137.The dynamic height is computed by dividing the NAVD 88
 OR1137.geopotential number by the normal gravity value computed on the
 OR1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1137.degrees latitude (g = 980.6199 gals.).
 OR1137
 OR1137.The modeled gravity was interpolated from observed gravity values.
 OR1137
 OR1137;                    North         East    Units  Estimated Accuracy
 OR1137;SPC SD S     -    84,450.      746,660.      MT  (+/- 180 meters Scaled)
 OR1137
 OR1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN380697(NAD 83)
 OR1137
 OR1137                          SUPERSEDED SURVEY CONTROL
 OR1137
 OR1137.No superseded survey control is available for this station.
 OR1137
 OR1137_MARKER: Z = SEE DESCRIPTION
 OR1137_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1137_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1137_STAMPING: 18-333.55 1993
 OR1137_MARK LOGO: NGS
 OR1137_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1137_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1137+STABILITY: POSITION/ELEVATION WELL
 OR1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1137+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1137_ROD/PIPE-DEPTH: 6.4 meters
 OR1137_SLEEVE-DEPTH  : 3.0 meters
 OR1137
 OR1137  HISTORY     - Date     Condition        Report By
 OR1137  HISTORY     - 1993     MONUMENTED       SDDT
 OR1137  HISTORY     - 19930919 GOOD             NGS
 OR1137  HISTORY     - 20121212 GOOD             INDIV
 OR1137
 OR1137                          STATION DESCRIPTION
 OR1137
 OR1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1137'1.1 KM (0.70 MI) NORTHERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1137'OF STATE HIGHWAY 46 IN PICKSTOWN, 286.0 M (938.3 FT) SOUTH OF
 OR1137'MILEPOST 333.72, 23.0 M (75.5 FT) NORTH OF A FENCE CORNER, 19.0 M
 OR1137'(62.3 FT) WEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) WEST OF A
 OR1137'FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OR1137'WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 OR1137'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 OR1137'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 OR1137'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1137'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1137
 OR1137                          STATION RECOVERY (2012)
 OR1137
 OR1137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7955 ***********************************************************************
 AC7955  CBN         -  This is a Cooperative Base Network Control Station.
 AC7955  DESIGNATION -  18 374.82
 AC7955  PID         -  AC7955
 AC7955  STATE/COUNTY-  SD/HUTCHINSON
 AC7955  COUNTRY     -  US
 AC7955  USGS QUAD   -  TRIPP (2017)
 AC7955
 AC7955                         *CURRENT SURVEY CONTROL
 AC7955  ______________________________________________________________________
 AC7955* NAD 83(2011) POSITION- 43 14 29.14796(N) 097 58 19.39304(W)   ADJUSTED
 AC7955* NAD 83(2011) ELLIP HT-   433.510 (meters)        (06/27/12)   ADJUSTED
 AC7955* NAD 83(2011) EPOCH   -  2010.00
 AC7955* NAVD 88 ORTHO HEIGHT -   460.0   (meters)     1509.    (feet) GPS OBS
 AC7955  ______________________________________________________________________
 AC7955  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7955  GEOID HEIGHT    -        -26.427 (meters)                     GEOID96
 AC7955  GEOID HEIGHT    -        -26.495 (meters)                     GEOID18
 AC7955  NAD 83(2011) X  -   -645,454.662 (meters)                     COMP
 AC7955  NAD 83(2011) Y  - -4,608,959.082 (meters)                     COMP
 AC7955  NAD 83(2011) Z  -  4,347,376.287 (meters)                     COMP
 AC7955  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 AC7955
 AC7955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7955  Standards:
 AC7955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7955  -------------------------------------------------------------------
 AC7955  NETWORK    0.82   2.43           0.39   0.25   1.24     -0.07605577
 AC7955  -------------------------------------------------------------------
 AC7955  Click here for local accuracies and other accuracy information.
 AC7955
 AC7955.The horizontal coordinates were established by GPS observations
 AC7955.and adjusted by the National Geodetic Survey in June 2012.
 AC7955
 AC7955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7955.been affixed to the stable North American tectonic plate. See 
 AC7955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7955
 AC7955.The horizontal coordinates are valid at the epoch date displayed above
 AC7955.which is a decimal equivalence of Year/Month/Day.
 AC7955
 AC7955.The orthometric height was determined by GPS observations and a
 AC7955.high-resolution geoid model.
 AC7955
 AC7955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7955.GEOID18 height accuracy estimate available here.
 AC7955
 AC7955.Click photographs - Photos may exist for this station.
 AC7955
 AC7955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7955
 AC7955.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7955
 AC7955.The ellipsoidal height was determined by GPS observations
 AC7955.and is referenced to NAD 83.
 AC7955
 AC7955. The following values were computed from the NAD 83(2011) position.
 AC7955
 AC7955;                    North         East     Units Scale Factor Converg.
 AC7955;SPC SD S     -   103,607.226   791,745.899   MT  0.99992839   +1 37 44.2
 AC7955;SPC SD S     -   339,918.04  2,597,586.34   sFT  0.99992839   +1 37 44.2
 AC7955;UTM  14      - 4,788,138.669   583,457.705   MT  0.99968568   +0 42 15.3
 AC7955
 AC7955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7955!SPC SD S     -   0.99993202  x   0.99992839  =   0.99986042
 AC7955!UTM  14      -   0.99993202  x   0.99968568  =   0.99961772
 AC7955
 AC7955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8345788138(NAD 83)
 AC7955
 AC7955                          SUPERSEDED SURVEY CONTROL
 AC7955
 AC7955  NAD 83(2007)-  43 14 29.14795(N)    097 58 19.39389(W) AD(2002.00) 0
 AC7955  ELLIP H (02/10/07)  433.538  (m)                       GP(2002.00)    
 AC7955  ELLIP H (04/15/04)  433.521  (m)                       GP(       ) 2 1
 AC7955  NAD 83(1996)-  43 14 29.14779(N)    097 58 19.39362(W) AD(       ) B
 AC7955  ELLIP H (04/18/97)  433.560  (m)                       GP(       ) 4 1
 AC7955
 AC7955.Superseded values are not recommended for survey control.
 AC7955
 AC7955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7955.See file dsdata.pdf to determine how the superseded data were derived.
 AC7955
 AC7955_MARKER: Z = SEE DESCRIPTION
 AC7955_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7955_STAMPING: 18-374.82 1995
 AC7955_MARK LOGO: NGS
 AC7955_PROJECTION: FLUSH
 AC7955_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7955+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7955_ROD/PIPE-DEPTH: 6.4 meters
 AC7955_SLEEVE-DEPTH  : 1.8 meters
 AC7955
 AC7955  HISTORY     - Date     Condition        Report By
 AC7955  HISTORY     - 1995     MONUMENTED       SDDT
 AC7955  HISTORY     - 19960927 GOOD             NGS
 AC7955
 AC7955                          STATION DESCRIPTION
 AC7955
 AC7955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7955'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF PARKSTON AND
 AC7955'1.3 MI (2.1 KM) NORTH OF TRIPP, ON U.S. HIGHWAY 18.  OWNERSHIP--THE
 AC7955'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7955'HIGHWAY 18 AND STATE HIGHWAY 37, 1.0 MI (1.6 KM) NORTHWEST OF TRIPP,
 AC7955'GO EAST ON U.S. HIGHWAY 18 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 AC7955'PAVED ROAD, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.05 MI (0.08
 AC7955'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP
 AC7955'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 AC7955'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 191.5 FT (58.4 M) NORTH OF
 AC7955'THE CENTERLINE OF U.S. HIGHWAY 18, 58.6 FT (17.9 M) EAST OF THE ROAD
 AC7955'CENTERLINE, 8.5 FT (2.6 M) NORTH OF A GATE CORNER POST, 2.5 FT (0.8 M)
 AC7955'WEST OF A FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST, 1.0 FT (0.3
 AC7955'M) EAST OF A METAL GUARD POST, AND 0.12 M (0.39 FT) BELOW THE GROUND
 AC7955'LEVEL.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7955'AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7979 ***********************************************************************
 AC7979  CBN         -  This is a Cooperative Base Network Control Station.
 AC7979  DESIGNATION -  18 391.79
 AC7979  PID         -  AC7979
 AC7979  STATE/COUNTY-  SD/HUTCHINSON
 AC7979  COUNTRY     -  US
 AC7979  USGS QUAD   -  SCOTLAND (2017)
 AC7979
 AC7979                         *CURRENT SURVEY CONTROL
 AC7979  ______________________________________________________________________
 AC7979* NAD 83(2011) POSITION- 43 14 27.70231(N) 097 38 18.57066(W)   ADJUSTED
 AC7979* NAD 83(2011) ELLIP HT-   372.222 (meters)        (06/27/12)   ADJUSTED
 AC7979* NAD 83(2011) EPOCH   -  2010.00
 AC7979* NAVD 88 ORTHO HEIGHT -   398.3   (meters)     1307.    (feet) GPS OBS
 AC7979  ______________________________________________________________________
 AC7979  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7979  GEOID HEIGHT    -        -26.015 (meters)                     GEOID96
 AC7979  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 AC7979  NAD 83(2011) X  -   -618,609.791 (meters)                     COMP
 AC7979  NAD 83(2011) Y  - -4,612,624.676 (meters)                     COMP
 AC7979  NAD 83(2011) Z  -  4,347,301.798 (meters)                     COMP
 AC7979  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 AC7979
 AC7979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7979  Standards:
 AC7979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7979  -------------------------------------------------------------------
 AC7979  NETWORK    0.82   2.49           0.39   0.25   1.27     -0.07430507
 AC7979  -------------------------------------------------------------------
 AC7979  Click here for local accuracies and other accuracy information.
 AC7979
 AC7979.The horizontal coordinates were established by GPS observations
 AC7979.and adjusted by the National Geodetic Survey in June 2012.
 AC7979
 AC7979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7979.been affixed to the stable North American tectonic plate. See 
 AC7979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7979
 AC7979.The horizontal coordinates are valid at the epoch date displayed above
 AC7979.which is a decimal equivalence of Year/Month/Day.
 AC7979
 AC7979.The orthometric height was determined by GPS observations and a
 AC7979.high-resolution geoid model.
 AC7979
 AC7979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7979.GEOID18 height accuracy estimate available here.
 AC7979
 AC7979.Click photographs - Photos may exist for this station.
 AC7979
 AC7979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7979
 AC7979.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7979
 AC7979.The ellipsoidal height was determined by GPS observations
 AC7979.and is referenced to NAD 83.
 AC7979
 AC7979. The following values were computed from the NAD 83(2011) position.
 AC7979
 AC7979;                    North         East     Units Scale Factor Converg.
 AC7979;SPC SD S     -   104,387.094   818,825.055   MT  0.99992844   +1 51 32.6
 AC7979;SPC SD S     -   342,476.66  2,686,428.53   sFT  0.99992844   +1 51 32.6
 AC7979;UTM  14      - 4,788,480.996   610,540.184   MT  0.99975031   +0 55 58.2
 AC7979
 AC7979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7979!SPC SD S     -   0.99994163  x   0.99992844  =   0.99987008
 AC7979!UTM  14      -   0.99994163  x   0.99975031  =   0.99969196
 AC7979
 AC7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1054088480(NAD 83)
 AC7979
 AC7979                          SUPERSEDED SURVEY CONTROL
 AC7979
 AC7979  NAD 83(2007)-  43 14 27.70230(N)    097 38 18.57151(W) AD(2002.00) 0
 AC7979  ELLIP H (02/10/07)  372.250  (m)                       GP(2002.00)    
 AC7979  ELLIP H (04/15/04)  372.234  (m)                       GP(       ) 2 1
 AC7979  NAD 83(1996)-  43 14 27.70215(N)    097 38 18.57125(W) AD(       ) B
 AC7979  ELLIP H (04/18/97)  372.273  (m)                       GP(       ) 4 1
 AC7979
 AC7979.Superseded values are not recommended for survey control.
 AC7979
 AC7979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7979.See file dsdata.pdf to determine how the superseded data were derived.
 AC7979
 AC7979_MARKER: Z = SEE DESCRIPTION
 AC7979_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7979_STAMPING: 18-391.79 1995
 AC7979_MARK LOGO: NGS
 AC7979_PROJECTION: PROJECTING 3 CENTIMETERS
 AC7979_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7979+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 AC7979_ROD/PIPE-DEPTH: 6.4 meters
 AC7979_SLEEVE-DEPTH  : 1.8 meters
 AC7979
 AC7979  HISTORY     - Date     Condition        Report By
 AC7979  HISTORY     - 1995     MONUMENTED       SDDT
 AC7979  HISTORY     - 19960724 GOOD             NGS
 AC7979
 AC7979                          STATION DESCRIPTION
 AC7979
 AC7979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7979'THE STATION IS LOCATED 3.0 MI (4.8 KM) WEST OF MENO AND 2.0 MI (3.2
 AC7979'KM) EAST OF OLIVET, ON COUNTY ROAD 11.  OWNERSHIP--HUTCHINSON COUNTY.
 AC7979'TO REACH THE STATION FROM THE POST OFFICE IN OLIVET, GO EAST ON U.S.
 AC7979'HIGHWAY 18 FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE RIGHT.  THE
 AC7979'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7979'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7979'LOCATED 484.8 M (1590.5 FT) WEST OF MILEPOST 392, 25.1 M (82.3 FT)
 AC7979'SOUTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) SOUTH OF A FENCE
 AC7979'CORNER, 7.6 M (24.9 FT) EAST OF THE CENTER OF COUNTY ROAD 11 (428TH
 AC7979'AVENUE), 0.4 M (1.3 FT) WEST OF A BRACED FENCE POST, 0.3 M (1.0 FT)
 AC7979'SOUTH OF A METAL GUARD POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 AC7979'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.1 M (0.3 FT) BELOW
 AC7979'THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7979'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0786 ***********************************************************************
 OT0786  DESIGNATION -  18 RM 1
 OT0786  PID         -  OT0786
 OT0786  STATE/COUNTY-  SD/PENNINGTON
 OT0786  COUNTRY     -  US
 OT0786  USGS QUAD   -  HERMOSA NW (2017)
 OT0786
 OT0786                         *CURRENT SURVEY CONTROL
 OT0786  ______________________________________________________________________
 OT0786* NAD 83(1996) POSITION- 43 59 39.24725(N) 103 12 37.89545(W)   ADJUSTED
 OT0786* NAVD 88 ORTHO HEIGHT -  1125.5   (meters)     3693.    (feet) VERTCON3
 OT0786  ______________________________________________________________________
 OT0786  GEOID HEIGHT    -        -15.929 (meters)                     GEOID18
 OT0786  LAPLACE CORR    -        -16.80  (seconds)                    DEFLEC18
 OT0786  HORZ ORDER      -  SECOND
 OT0786
 OT0786.The horizontal coordinates were established by classical geodetic methods
 OT0786.and adjusted by the National Geodetic Survey in January 1998.
 OT0786
 OT0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0786
 OT0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0786.GEOID18 height accuracy estimate available here.
 OT0786
 OT0786.Click photographs - Photos may exist for this station.
 OT0786
 OT0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0786
 OT0786. The following values were computed from the NAD 83(1996) position.
 OT0786
 OT0786;                    North         East     Units Scale Factor Converg.
 OT0786;SPC SD S     -   188,511.277   369,271.636   MT  0.99992835   -1 59 05.4
 OT0786;SPC SD S     -   618,474.08  1,211,518.69   sFT  0.99992835   -1 59 05.4
 OT0786;UTM  13      - 4,872,789.166   643,484.193   MT  0.99985321   +1 14 35.4
 OT0786
 OT0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0786!SPC SD S     -   0.99982604  x   0.99992835  =   0.99975441
 OT0786!UTM  13      -   0.99982604  x   0.99985321  =   0.99967928
 OT0786
 OT0786:                Primary Azimuth Mark                     Grid Az
 OT0786:SPC SD S     -  DUNNING                                  049 52 40.6
 OT0786:UTM  13      -  DUNNING                                  046 38 59.8
 OT0786
 OT0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4348472789(NAD 83)
 OT0786
 OT0786|---------------------------------------------------------------------|
 OT0786| PID    Reference Object                     Distance      Geod. Az  |
 OT0786|                                                           dddmmss.s |
 OT0786| PU2301 DUNNING                             APPROX.15.6 KM 0475335.2 |
 OT0786| OT0787 18=T1N R7 8E SECS 31 36 SC          134.894 METERS 30454     |
 OT0786|---------------------------------------------------------------------|
 OT0786
 OT0786                          SUPERSEDED SURVEY CONTROL
 OT0786
 OT0786  NAD 83(1995)-  43 59 39.24249(N)    103 12 37.89350(W) AD(       ) 2
 OT0786  NAD 83(1993)-  43 59 39.23866(N)    103 12 37.89921(W) AD(       ) 2
 OT0786  NAD 83(1986)-  43 59 39.23659(N)    103 12 37.90413(W) AD(       ) 2
 OT0786  NAD 27      -  43 59 39.27800(N)    103 12 36.25200(W) AD(       ) 2
 OT0786  NGVD 29 (07/19/86) 1125.0    (m)         3691.     (f) VERT ANG       
 OT0786
 OT0786.Superseded values are not recommended for survey control.
 OT0786
 OT0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0786.See file dsdata.pdf to determine how the superseded data were derived.
 OT0786
 OT0786_MARKER: DD = SURVEY DISK
 OT0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0786_MARK LOGO: USGLO
 OT0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0786+STABILITY: SURFACE MOTION
 OT0786
 OT0786  HISTORY     - Date     Condition        Report By
 OT0786  HISTORY     - 1924     MONUMENTED       USGLO
 OT0786
 OT0786                          STATION DESCRIPTION
 OT0786
 OT0786'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OT0786'THE STANDARD CORNER OF SECS. 31 AND 36, T 1 N, RS 7 AND 8 E,
 OT0786'BLACK HILL MERIDIAN, ON THE BASE LINE AND THE BLACK HILLS
 OT0786'GUIDE MERIDIAN.
 OT0786'
 OT0786'REFERENCE MARK NO. 1 IS A STANDARD BRASS DISK SET IN CONCRETE
 OT0786'AND BEARS TO THE SE, 134.894 METERS DISTANT FROM THE STATION
 OT0786'S 55 DEG 06 MIN E.  THIS REFERENCE MARK WILL SERVE AS
 OT0786'AN ECCENTRIC STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7957 ***********************************************************************
 AC7957  CBN         -  This is a Cooperative Base Network Control Station.
 AC7957  DESIGNATION -  1804 275.38
 AC7957  PID         -  AC7957
 AC7957  STATE/COUNTY-  SD/SULLY
 AC7957  COUNTRY     -  US
 AC7957  USGS QUAD   -  OKOBOJO (2017)
 AC7957
 AC7957                         *CURRENT SURVEY CONTROL
 AC7957  ______________________________________________________________________
 AC7957* NAD 83(2011) POSITION- 44 42 27.27676(N) 100 26 47.69881(W)   ADJUSTED
 AC7957* NAD 83(2011) ELLIP HT-   539.758 (meters)        (06/27/12)   ADJUSTED
 AC7957* NAD 83(2011) EPOCH   -  2010.00
 AC7957* NAVD 88 ORTHO HEIGHT -   562.4   (meters)     1845.    (feet) GPS OBS
 AC7957  ______________________________________________________________________
 AC7957  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7957  GEOID HEIGHT    -        -22.559 (meters)                     GEOID96
 AC7957  GEOID HEIGHT    -        -22.672 (meters)                     GEOID18
 AC7957  NAD 83(2011) X  -   -823,349.315 (meters)                     COMP
 AC7957  NAD 83(2011) Y  - -4,465,626.219 (meters)                     COMP
 AC7957  NAD 83(2011) Z  -  4,464,690.972 (meters)                     COMP
 AC7957  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 AC7957
 AC7957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7957  Standards:
 AC7957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7957  -------------------------------------------------------------------
 AC7957  NETWORK    0.85   2.51           0.40   0.27   1.28     -0.09437391
 AC7957  -------------------------------------------------------------------
 AC7957  Click here for local accuracies and other accuracy information.
 AC7957
 AC7957.The horizontal coordinates were established by GPS observations
 AC7957.and adjusted by the National Geodetic Survey in June 2012.
 AC7957
 AC7957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7957.been affixed to the stable North American tectonic plate. See 
 AC7957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7957
 AC7957.The horizontal coordinates are valid at the epoch date displayed above
 AC7957.which is a decimal equivalence of Year/Month/Day.
 AC7957
 AC7957.The orthometric height was determined by GPS observations and a
 AC7957.high-resolution geoid model.
 AC7957
 AC7957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7957.GEOID18 height accuracy estimate available here.
 AC7957
 AC7957.Click photographs - Photos may exist for this station.
 AC7957
 AC7957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7957
 AC7957.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7957
 AC7957.The ellipsoidal height was determined by GPS observations
 AC7957.and is referenced to NAD 83.
 AC7957
 AC7957. The following values were computed from the NAD 83(2011) position.
 AC7957
 AC7957;                    North         East     Units Scale Factor Converg.
 AC7957;SPC SD N     -    97,245.346   564,611.400   MT  0.99995700   -0 18 57.8
 AC7957;SPC SD N     -   319,045.77  1,852,395.90   sFT  0.99995700   -0 18 57.8
 AC7957;UTM  14      - 4,951,484.496   385,408.547   MT  0.99976148   -1 01 04.0
 AC7957
 AC7957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7957!SPC SD N     -   0.99991538  x   0.99995700  =   0.99987238
 AC7957!UTM  14      -   0.99991538  x   0.99976148  =   0.99967688
 AC7957
 AC7957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8540851484(NAD 83)
 AC7957
 AC7957                          SUPERSEDED SURVEY CONTROL
 AC7957
 AC7957  NAD 83(2007)-  44 42 27.27679(N)    100 26 47.69995(W) AD(2002.00) 0
 AC7957  ELLIP H (02/10/07)  539.784  (m)                       GP(2002.00)    
 AC7957  ELLIP H (04/15/04)  539.776  (m)                       GP(       ) 2 1
 AC7957  NAD 83(1996)-  44 42 27.27617(N)    100 26 47.69942(W) AD(       ) B
 AC7957  ELLIP H (04/18/97)  539.832  (m)                       GP(       ) 4 1
 AC7957
 AC7957.Superseded values are not recommended for survey control.
 AC7957
 AC7957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7957.See file dsdata.pdf to determine how the superseded data were derived.
 AC7957
 AC7957_MARKER: Z = SEE DESCRIPTION
 AC7957_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7957_STAMPING: 1804-275.38 1995
 AC7957_MARK LOGO: NGS
 AC7957_PROJECTION: FLUSH
 AC7957_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7957+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7957_ROD/PIPE-DEPTH: 6.4 meters
 AC7957_SLEEVE-DEPTH  : 1.8 meters
 AC7957
 AC7957  HISTORY     - Date     Condition        Report By
 AC7957  HISTORY     - 1995     MONUMENTED       SDDT
 AC7957  HISTORY     - 19960927 GOOD             SDDT
 AC7957  HISTORY     - 20130116 GOOD             INDIV
 AC7957
 AC7957                          STATION DESCRIPTION
 AC7957
 AC7957'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7957'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) WEST OF ONIDA ON A
 AC7957'COUNTY ROAD JUST NORTH OF STATE HIGHWAY 1804 SOUTH.  OWNERSHIP--SULLY
 AC7957'COUNTY.  TO REACH THE STATION FROM THE POST OFFICE IN ONIDA, GO EAST
 AC7957'ON BIRCH AVENUE FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF MAIN STREET,
 AC7957'TURN RIGHT AND GO NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO THE
 AC7957'JUNCTION OF ASH AVENUE, TURN LEFT AND GO WEST ON ASH AVENUE FOR 0.7 MI
 AC7957'(1.1 KM) TO THE JUNCTION OF U.S. HIGHWAY 83, CONTINUE WEST ON ASH
 AC7957'AVENUE FOR 18.35 MI (29.53 KM) TO THE JUNCTION OF STATE HIGHWAY 1804
 AC7957'SOUTH, TURN RIGHT GO NORTH ON A GRAVELED COUNTY ROAD FOR 150.0 FT
 AC7957'(45.7 M) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON
 AC7957'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7957'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 59.0 FT (18.0 M) EAST
 AC7957'OF THE CENTER OF THE ROAD, 1.0 FT (0.3 M) WEST OF A WITNESS POST AND
 AC7957'FENCE, AND 1.0 FT (0.3 M) EAST OF A METAL GUARD POST.  NOTE--ACCESS TO
 AC7957'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7957'CAP.
 AC7957
 AC7957                          STATION RECOVERY (2013)
 AC7957
 AC7957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7867 ***********************************************************************
 AC7867  CBN         -  This is a Cooperative Base Network Control Station.
 AC7867  DESIGNATION -  1806 213.39
 AC7867  PID         -  AC7867
 AC7867  STATE/COUNTY-  SD/STANLEY
 AC7867  COUNTRY     -  US
 AC7867  USGS QUAD   -  IRON POST BUTTES SW (2017)
 AC7867
 AC7867                         *CURRENT SURVEY CONTROL
 AC7867  ______________________________________________________________________
 AC7867* NAD 83(2011) POSITION- 44 32 48.80385(N) 100 43 29.09261(W)   ADJUSTED
 AC7867* NAD 83(2011) ELLIP HT-   598.732 (meters)        (06/27/12)   ADJUSTED
 AC7867* NAD 83(2011) EPOCH   -  2010.00
 AC7867* NAVD 88 ORTHO HEIGHT -   621.2   (meters)     2038.    (feet) GPS OBS
 AC7867  ______________________________________________________________________
 AC7867  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7867  GEOID HEIGHT    -        -22.404 (meters)                     GEOID96
 AC7867  GEOID HEIGHT    -        -22.481 (meters)                     GEOID18
 AC7867  NAD 83(2011) X  -   -847,361.988 (meters)                     COMP
 AC7867  NAD 83(2011) Y  - -4,473,943.424 (meters)                     COMP
 AC7867  NAD 83(2011) Z  -  4,452,023.112 (meters)                     COMP
 AC7867  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 AC7867
 AC7867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7867  Standards:
 AC7867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7867  -------------------------------------------------------------------
 AC7867  NETWORK    1.20   3.53           0.56   0.39   1.80     -0.06612621
 AC7867  -------------------------------------------------------------------
 AC7867  Click here for local accuracies and other accuracy information.
 AC7867
 AC7867.The horizontal coordinates were established by GPS observations
 AC7867.and adjusted by the National Geodetic Survey in June 2012.
 AC7867
 AC7867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7867.been affixed to the stable North American tectonic plate. See 
 AC7867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7867
 AC7867.The horizontal coordinates are valid at the epoch date displayed above
 AC7867.which is a decimal equivalence of Year/Month/Day.
 AC7867
 AC7867.The orthometric height was determined by GPS observations and a
 AC7867.high-resolution geoid model.
 AC7867
 AC7867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7867.GEOID18 height accuracy estimate available here.
 AC7867
 AC7867.Click photographs - Photos may exist for this station.
 AC7867
 AC7867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7867
 AC7867.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7867
 AC7867.The ellipsoidal height was determined by GPS observations
 AC7867.and is referenced to NAD 83.
 AC7867
 AC7867. The following values were computed from the NAD 83(2011) position.
 AC7867
 AC7867;                    North         East     Units Scale Factor Converg.
 AC7867;SPC SD S     -   245,995.845   568,894.847   MT  1.00003841   -0 16 12.1
 AC7867;SPC SD S     -   807,071.37  1,866,449.18   sFT  1.00003841   -0 16 12.1
 AC7867;UTM  14      - 4,934,064.381   362,995.998   MT  0.99983083   -1 12 36.3
 AC7867
 AC7867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7867!SPC SD S     -   0.99990613  x   1.00003841  =   0.99994454
 AC7867!UTM  14      -   0.99990613  x   0.99983083  =   0.99973698
 AC7867
 AC7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6299534064(NAD 83)
 AC7867
 AC7867                          SUPERSEDED SURVEY CONTROL
 AC7867
 AC7867  NAD 83(2007)-  44 32 48.80386(N)    100 43 29.09372(W) AD(2002.00) 0
 AC7867  ELLIP H (02/10/07)  598.756  (m)                       GP(2002.00)    
 AC7867  ELLIP H (04/15/04)  598.751  (m)                       GP(       ) 2 1
 AC7867  NAD 83(1996)-  44 32 48.80330(N)    100 43 29.09318(W) AD(       ) B
 AC7867  ELLIP H (04/18/97)  598.812  (m)                       GP(       ) 4 1
 AC7867
 AC7867.Superseded values are not recommended for survey control.
 AC7867
 AC7867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7867.See file dsdata.pdf to determine how the superseded data were derived.
 AC7867
 AC7867_MARKER: Z = SEE DESCRIPTION
 AC7867_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7867_STAMPING: 1806-213.39 1995
 AC7867_MARK LOGO: NGS
 AC7867_PROJECTION: PROJECTING 8 CENTIMETERS
 AC7867_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7867+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AC7867_ROD/PIPE-DEPTH: 12.8 meters
 AC7867_SLEEVE-DEPTH  : 1.8 meters
 AC7867
 AC7867  HISTORY     - Date     Condition        Report By
 AC7867  HISTORY     - 1995     MONUMENTED       SDDT
 AC7867  HISTORY     - 19960805 GOOD             NGS
 AC7867  HISTORY     - 20130116 GOOD             INDIV
 AC7867  HISTORY     - 20160516 GOOD             DEWDAV
 AC7867
 AC7867                          STATION DESCRIPTION
 AC7867
 AC7867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7867'THE STATION IS LOCATED ABOUT 28.0 MI (45.1 KM) NORTHWEST OF FORT
 AC7867'PIERRE, ON STATE HIGHWAY 1806.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AC7867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 AC7867'HIGHWAY 1806 AT THE NORTHWEST EDGE OF FORT PIERRE, GO NORTHWEST ON
 AC7867'STATE HIGHWAY 1806 FOR 27.0 MI (43.5 KM) TO THE STATION ON THE LEFT,
 AC7867'0.45 MILES (0.72 KM) NORTHWEST OF MILEPOST 213.  THE STATION IS A
 AC7867'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7867'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.3 M
 AC7867'(73.2 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT)
 AC7867'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 1.1 M (3.6 FT) NORTHEAST
 AC7867'OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 AC7867'FT) NORTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF A METAL
 AC7867'GUARD POST, AND 0.04 M (0.13 FT) BELOW THE GROUND SURFACE.
 AC7867'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7867'A 4-INCH PVC CAP.
 AC7867
 AC7867                          STATION RECOVERY (2013)
 AC7867
 AC7867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7867'RECOVERED IN GOOD CONDITION.
 AC7867
 AC7867                          STATION RECOVERY (2016)
 AC7867
 AC7867'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AC7867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7966 ***********************************************************************
 AC7966  CBN         -  This is a Cooperative Base Network Control Station.
 AC7966  DESIGNATION -  1806 380.62
 AC7966  PID         -  AC7966
 AC7966  STATE/COUNTY-  SD/CORSON
 AC7966  COUNTRY     -  US
 AC7966  USGS QUAD   -  KENEL (2017)
 AC7966
 AC7966                         *CURRENT SURVEY CONTROL
 AC7966  ______________________________________________________________________
 AC7966* NAD 83(2011) POSITION- 45 46 30.44040(N) 100 28 45.91292(W)   ADJUSTED
 AC7966* NAD 83(2011) ELLIP HT-   595.215 (meters)        (06/27/12)   ADJUSTED
 AC7966* NAD 83(2011) EPOCH   -  2010.00
 AC7966* NAVD 88 ORTHO HEIGHT -   616.8   (meters)     2024.    (feet) GPS OBS
 AC7966  ______________________________________________________________________
 AC7966  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7966  GEOID HEIGHT    -        -21.419 (meters)                     GEOID96
 AC7966  GEOID HEIGHT    -        -21.636 (meters)                     GEOID18
 AC7966  NAD 83(2011) X  -   -810,591.587 (meters)                     COMP
 AC7966  NAD 83(2011) Y  - -4,382,344.900 (meters)                     COMP
 AC7966  NAD 83(2011) Z  -  4,548,275.882 (meters)                     COMP
 AC7966  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 AC7966
 AC7966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7966  Standards:
 AC7966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7966  -------------------------------------------------------------------
 AC7966  NETWORK    1.20   3.51           0.56   0.38   1.79     -0.07543773
 AC7966  -------------------------------------------------------------------
 AC7966  Click here for local accuracies and other accuracy information.
 AC7966
 AC7966.The horizontal coordinates were established by GPS observations
 AC7966.and adjusted by the National Geodetic Survey in June 2012.
 AC7966
 AC7966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7966.been affixed to the stable North American tectonic plate. See 
 AC7966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7966
 AC7966.The horizontal coordinates are valid at the epoch date displayed above
 AC7966.which is a decimal equivalence of Year/Month/Day.
 AC7966
 AC7966.The orthometric height was determined by GPS observations and a
 AC7966.high-resolution geoid model.
 AC7966
 AC7966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7966.GEOID18 height accuracy estimate available here.
 AC7966
 AC7966.Click photographs - Photos may exist for this station.
 AC7966
 AC7966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7966
 AC7966.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7966
 AC7966.The ellipsoidal height was determined by GPS observations
 AC7966.and is referenced to NAD 83.
 AC7966
 AC7966. The following values were computed from the NAD 83(2011) position.
 AC7966
 AC7966;                    North         East     Units Scale Factor Converg.
 AC7966;SPC SD N     -   215,896.551   562,711.874   MT  1.00001901   -0 20 21.5
 AC7966;SPC SD N     -   708,320.60  1,846,163.87   sFT  1.00001901   -0 20 21.5
 AC7966;UTM  14      - 5,070,126.760   384,982.206   MT  0.99976264   -1 03 37.0
 AC7966
 AC7966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7966!SPC SD N     -   0.99990670  x   1.00001901  =   0.99992570
 AC7966!UTM  14      -   0.99990670  x   0.99976264  =   0.99966936
 AC7966
 AC7966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8498270126(NAD 83)
 AC7966
 AC7966                          SUPERSEDED SURVEY CONTROL
 AC7966
 AC7966  NAD 83(2007)-  45 46 30.44032(N)    100 28 45.91412(W) AD(2002.00) 0
 AC7966  ELLIP H (02/10/07)  595.244  (m)                       GP(2002.00)    
 AC7966  ELLIP H (04/15/04)  595.240  (m)                       GP(       ) 2 1
 AC7966  NAD 83(1996)-  45 46 30.43965(N)    100 28 45.91359(W) AD(       ) B
 AC7966  ELLIP H (04/18/97)  595.290  (m)                       GP(       ) 4 1
 AC7966
 AC7966.Superseded values are not recommended for survey control.
 AC7966
 AC7966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7966.See file dsdata.pdf to determine how the superseded data were derived.
 AC7966
 AC7966_MARKER: Z = SEE DESCRIPTION
 AC7966_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7966_STAMPING: 1806-380.62 1995
 AC7966_MARK LOGO: NGS
 AC7966_PROJECTION: FLUSH
 AC7966_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7966+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2009
 AC7966_ROD/PIPE-DEPTH: 12.8 meters
 AC7966_SLEEVE-DEPTH  : 1.8 meters
 AC7966
 AC7966  HISTORY     - Date     Condition        Report By
 AC7966  HISTORY     - 1995     MONUMENTED       SDDT
 AC7966  HISTORY     - 19960928 GOOD             SDDT
 AC7966  HISTORY     - 20090119 GOOD             INDIV
 AC7966
 AC7966                          STATION DESCRIPTION
 AC7966
 AC7966'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7966'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF WAKPALA AND 6.0
 AC7966'MI (9.7 KM) SOUTH OF KENEL ON STATE HIGHWAY 1806.  OWNERSHIP--THE
 AC7966'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AC7966'MOBRIDGE, GO NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION
 AC7966'U.S. HIGHWAY 12, TURN LEFT AND GO WEST ON U.S. HIGHWAY 12 FOR 3.9 MI
 AC7966'(6.3 KM) TO THE JUNCTION OF STATE HIGHWAY 1806, TURN RIGHT AND GO
 AC7966'NORTH ON STATE HIGHWAY 1806 FOR 16.0 MI (25.7 KM) TO THE STATION ON
 AC7966'THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7966'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7966'STEEL PIPE.  LOCATED 2.0 MI (3.2 KM) SOUTH OF COUNTY ROAD 3110
 AC7966'(MCLAUGHLIN ROAD), 74.0 FT (22.6 M) EAST OF THE HIGHWAY CENTERLINE,
 AC7966'30.0 FT (9.1 M) EAST OF THE NORTH END OF A CULVERT UNDER A FIELD
 AC7966'ENTRANCE ROAD, 22.0 FT (6.7 M) NORTH OF THE ROAD CENTER, 1.0 FT (0.3
 AC7966'M) EAST OF A METAL GUARD POST, AND 1.0 FT (0.3 M) WEST OF A WITNESS
 AC7966'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7966'LOGO AND THEN A 4-INCH PVC CAP.
 AC7966
 AC7966                          STATION RECOVERY (2009)
 AC7966
 AC7966'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (PFW)
 AC7966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0116 ***********************************************************************
 PT0116  DESIGNATION -  1812
 PT0116  PID         -  PT0116
 PT0116  STATE/COUNTY-  SD/STANLEY
 PT0116  COUNTRY     -  US
 PT0116  USGS QUAD   -  PIERRE (2017)
 PT0116
 PT0116                         *CURRENT SURVEY CONTROL
 PT0116  ______________________________________________________________________
 PT0116* NAD 83(1986) POSITION- 44 15 09.14   (N) 100 19 32.31   (W)   HD_HELD1
 PT0116* NAVD 88 ORTHO HEIGHT -   552.524 (meters)     1812.74  (feet) ADJUSTED
 PT0116  ______________________________________________________________________
 PT0116  GEOID HEIGHT    -        -23.817 (meters)                     GEOID18
 PT0116  DYNAMIC HEIGHT  -        552.391 (meters)     1812.30  (feet) COMP
 PT0116  MODELED GRAVITY -    980,360.1   (mgal)                       NAVD 88
 PT0116
 PT0116  VERT ORDER      -  FIRST     CLASS II
 PT0116
 PT0116.The horizontal coordinates were determined by differentially corrected
 PT0116.hand held GPS observations or other comparable positioning techniques
 PT0116.and have an estimated accuracy of +/- 3 meters.
 PT0116
 PT0116.The orthometric height was determined by differential leveling and
 PT0116.adjusted by the NATIONAL GEODETIC SURVEY
 PT0116.in June 1991.
 PT0116
 PT0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0116.GEOID18 height accuracy estimate available here.
 PT0116
 PT0116.Click photographs - Photos may exist for this station.
 PT0116
 PT0116.The dynamic height is computed by dividing the NAVD 88
 PT0116.geopotential number by the normal gravity value computed on the
 PT0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0116.degrees latitude (g = 980.6199 gals.).
 PT0116
 PT0116.The modeled gravity was interpolated from observed gravity values.
 PT0116
 PT0116;                    North         East    Units  Estimated Accuracy
 PT0116;SPC SD S     -   213,214.2     600,614.3     MT  (+/- 3 meters HH1 GPS) 
 PT0116
 PT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9416900776(NAD 83)
 PT0116
 PT0116                          SUPERSEDED SURVEY CONTROL
 PT0116
 PT0116  NGVD 29 (??/??/92)  552.131  (m)         1811.45   (f) ADJ UNCH    1 2
 PT0116
 PT0116.Superseded values are not recommended for survey control.
 PT0116
 PT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0116.See file dsdata.pdf to determine how the superseded data were derived.
 PT0116
 PT0116_MARKER: DD = SURVEY DISK
 PT0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0116_STAMPING: 1811.450 1921
 PT0116_MARK LOGO: USGS
 PT0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0116+STABILITY: SURFACE MOTION
 PT0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0116+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1986
 PT0116
 PT0116  HISTORY     - Date     Condition        Report By
 PT0116  HISTORY     - 1921     MONUMENTED       USGS
 PT0116  HISTORY     - 1934     GOOD             CGS
 PT0116  HISTORY     - 19861010 POOR             NGS
 PT0116
 PT0116                          STATION DESCRIPTION
 PT0116
 PT0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0116'7.7 MI S FROM FORT PIERRE.
 PT0116'8.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM FORT PIERRE, STANLEY
 PT0116'COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF A
 PT0116'SECTION-LINE ROAD, 38.5 FEET EAST OF THE CENTER LINE OF THE
 PT0116'HIGHWAY, 36.5 FEET SOUTH OF THE SECTION-LINE ROAD, 4.5 FEET
 PT0116'EAST OF THE FENCE ON THE EAST SIDE OF THE HIGHWAY, AND 4.5
 PT0116'FEET SOUTH OF THE SOUTH FENCE ALONG THE SECTION-LINE ROAD.  A
 PT0116'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1811.450
 PT0116'1921 AND SET IN THE TOP OF AN OCTAGONAL CONCRETE POST PROJECTING
 PT0116'ABOUT 4 INCHES ABOVE GROUND.
 PT0116
 PT0116                          STATION RECOVERY (1986)
 PT0116
 PT0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0116'0.6 KM (0.35 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 PT0116'IN FORT PIERRE, THEN CONTINUE 7.8 KM (4.85 MI) SOUTH ALONG 83, THEN
 PT0116'LEFT 5.3 KM (3.30 MI) SOUTHEAST AND SOUTH ALONG A COUNTY ROAD WHICH
 PT0116'IS A FORMER ROUTE OF 83, IN R79W, T109N, SECTION 15, AT THE
 PT0116'NORTHWEST CORNER, 11.73 M (38.5 FT) EAST FROM THE CENTER OF COUNTY
 PT0116'ROAD 200 A, 11.13 M (36.5 FT) SOUTH OF COUNTY ROAD 804,
 PT0116'5.5 M (18.0 FT) WEST-NORTHWEST OF SYLVA AZ MK 2, SET IN THE TOP OF
 PT0116'A 4-INCH OCTOGANAL POST THAT IS LEANING AND LOOSE IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0321 ***********************************************************************
 PU0321  DESIGNATION -  1813
 PU0321  PID         -  PU0321
 PU0321  STATE/COUNTY-  SD/PENNINGTON
 PU0321  COUNTRY     -  US
 PU0321  USGS QUAD   -  WASTA (2017)
 PU0321
 PU0321                         *CURRENT SURVEY CONTROL
 PU0321  ______________________________________________________________________
 PU0321* NAD 83(1986) POSITION- 44 04 49.     (N) 102 24 01.     (W)   SCALED
 PU0321* NAVD 88 ORTHO HEIGHT -   696.248 (meters)     2284.27  (feet) ADJUSTED
 PU0321  ______________________________________________________________________
 PU0321  GEOID HEIGHT    -        -18.621 (meters)                     GEOID18
 PU0321  DYNAMIC HEIGHT  -        696.061 (meters)     2283.66  (feet) COMP
 PU0321  MODELED GRAVITY -    980,327.5   (mgal)                       NAVD 88
 PU0321
 PU0321  VERT ORDER      -  SECOND    CLASS 0
 PU0321
 PU0321.The horizontal coordinates were scaled from a map and have
 PU0321.an estimated accuracy of +/- 6 seconds.
 PU0321
 PU0321.The orthometric height was determined by differential leveling and
 PU0321.adjusted by the NATIONAL GEODETIC SURVEY
 PU0321.in June 1991.
 PU0321
 PU0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0321.GEOID18 height accuracy estimate available here.
 PU0321
 PU0321.Click photographs - Photos may exist for this station.
 PU0321
 PU0321.The dynamic height is computed by dividing the NAVD 88
 PU0321.geopotential number by the normal gravity value computed on the
 PU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0321.degrees latitude (g = 980.6199 gals.).
 PU0321
 PU0321.The modeled gravity was interpolated from observed gravity values.
 PU0321
 PU0321;                    North         East    Units  Estimated Accuracy
 PU0321;SPC SD S     -   196,130.      434,470.      MT  (+/- 180 meters Scaled)
 PU0321
 PU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ081840(NAD 83)
 PU0321
 PU0321                          SUPERSEDED SURVEY CONTROL
 PU0321
 PU0321  NGVD 29 (??/??/92)  695.818  (m)         2282.86   (f) ADJ UNCH    2 0
 PU0321
 PU0321.Superseded values are not recommended for survey control.
 PU0321
 PU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0321.See file dsdata.pdf to determine how the superseded data were derived.
 PU0321
 PU0321_MARKER: R = RIVET
 PU0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU0321_SP_SET: CAISSON
 PU0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0321
 PU0321  HISTORY     - Date     Condition        Report By
 PU0321  HISTORY     - UNK      MONUMENTED
 PU0321  HISTORY     - 1962     GOOD             CGS
 PU0321
 PU0321                          STATION DESCRIPTION
 PU0321
 PU0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0321'2.6 MI E FROM WASTA.
 PU0321'ABOUT 2.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0321'FROM THE STATION AT WASTA, AT THE EAST END OF A STEEL GIRDER
 PU0321'BRIDGE OVER THE CHEYENNE RIVER, 4 FEET NORTH OF THE NORTH RAIL,
 PU0321'AT THE NORTHEAST CORNER OF THE BRIDGE, 6 INCHES NORTHWEST OF THE
 PU0321'SOUTHEAST EDGE OF THE CASSION, 6 FEET BELOW THE RAILS, AND SET
 PU0321'IN THE TOP OF A ROUND CAISSON OR PILING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0117 ***********************************************************************
 PT0117  DESIGNATION -  1817
 PT0117  PID         -  PT0117
 PT0117  STATE/COUNTY-  SD/STANLEY
 PT0117  COUNTRY     -  US
 PT0117  USGS QUAD   -  PIERRE (2017)
 PT0117
 PT0117                         *CURRENT SURVEY CONTROL
 PT0117  ______________________________________________________________________
 PT0117* NAD 83(1986) POSITION- 44 16 01.     (N) 100 19 33.     (W)   SCALED
 PT0117* NAVD 88 ORTHO HEIGHT -   554.191 (meters)     1818.21  (feet) ADJUSTED
 PT0117  ______________________________________________________________________
 PT0117  GEOID HEIGHT    -        -23.776 (meters)                     GEOID18
 PT0117  DYNAMIC HEIGHT  -        554.060 (meters)     1817.78  (feet) COMP
 PT0117  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 PT0117
 PT0117  VERT ORDER      -  FIRST     CLASS II
 PT0117
 PT0117.The horizontal coordinates were scaled from a map and have
 PT0117.an estimated accuracy of +/- 6 seconds.
 PT0117
 PT0117.The orthometric height was determined by differential leveling and
 PT0117.adjusted by the NATIONAL GEODETIC SURVEY
 PT0117.in June 1991.
 PT0117
 PT0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0117.GEOID18 height accuracy estimate available here.
 PT0117
 PT0117.Click photographs - Photos may exist for this station.
 PT0117
 PT0117.The dynamic height is computed by dividing the NAVD 88
 PT0117.geopotential number by the normal gravity value computed on the
 PT0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0117.degrees latitude (g = 980.6199 gals.).
 PT0117
 PT0117.The modeled gravity was interpolated from observed gravity values.
 PT0117
 PT0117;                    North         East    Units  Estimated Accuracy
 PT0117;SPC SD S     -   214,820.      600,600.      MT  (+/- 180 meters Scaled)
 PT0117
 PT0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ941023(NAD 83)
 PT0117
 PT0117                          SUPERSEDED SURVEY CONTROL
 PT0117
 PT0117  NGVD 29 (??/??/92)  553.799  (m)         1816.92   (f) ADJ UNCH    1 2
 PT0117
 PT0117.Superseded values are not recommended for survey control.
 PT0117
 PT0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0117.See file dsdata.pdf to determine how the superseded data were derived.
 PT0117
 PT0117_MARKER: P = PIPE CAP
 PT0117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0117_STAMPING: USBM
 PT0117_MARK LOGO: USGS
 PT0117_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0117_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0117+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1986
 PT0117
 PT0117  HISTORY     - Date     Condition        Report By
 PT0117  HISTORY     - UNK      MONUMENTED       USGS
 PT0117  HISTORY     - 1934     GOOD             CGS
 PT0117  HISTORY     - 19861010 MARK NOT FOUND   NGS
 PT0117
 PT0117                          STATION DESCRIPTION
 PT0117
 PT0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0117'6.7 MI S FROM FORT PIERRE.
 PT0117'7.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM FORT PIERRE, STANLEY
 PT0117'COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AN
 PT0117'EAST-AND-WEST SECTION-LINE ROAD, 16.5 FEET SOUTHWEST OF A POLE,
 PT0117'6 FEET WEST OF THE NORTH-AND-SOUTH FENCE ON THE WEST SIDE OF THE
 PT0117'HIGHWAY, AND 3 FEET SOUTH OF THE EAST-AND-WEST FENCE ON THE SOUTH
 PT0117'SIDE OF THE SECTION-LINE ROAD.  A UNITED STATES GEOLOGICAL
 PT0117'SURVEY STANDARD CAP, STAMPED USBM AND FASTENED ON THE TOP OF A
 PT0117'1-1/2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 PT0117
 PT0117                          STATION RECOVERY (1986)
 PT0117
 PT0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0117'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7902 ***********************************************************************
 AC7902  FBN         -  This is a Federal Base Network Control Station.
 AC7902  DESIGNATION -  183 004.44
 AC7902  PID         -  AC7902
 AC7902  STATE/COUNTY-  SD/TRIPP
 AC7902  COUNTRY     -  US
 AC7902  USGS QUAD   -  WEWELA (2017)
 AC7902
 AC7902                         *CURRENT SURVEY CONTROL
 AC7902  ______________________________________________________________________
 AC7902* NAD 83(2011) POSITION- 43 03 28.38767(N) 099 45 50.53811(W)   ADJUSTED
 AC7902* NAD 83(2011) ELLIP HT-   711.992 (meters)        (06/27/12)   ADJUSTED
 AC7902* NAD 83(2011) EPOCH   -  2010.00
 AC7902* NAVD 88 ORTHO HEIGHT -   736.4   (meters)     2416.    (feet) GPS OBS
 AC7902  ______________________________________________________________________
 AC7902  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7902  GEOID HEIGHT    -        -24.353 (meters)                     GEOID96
 AC7902  GEOID HEIGHT    -        -24.419 (meters)                     GEOID18
 AC7902  NAD 83(2011) X  -   -791,665.164 (meters)                     COMP
 AC7902  NAD 83(2011) Y  - -4,600,466.061 (meters)                     COMP
 AC7902  NAD 83(2011) Z  -  4,332,688.753 (meters)                     COMP
 AC7902  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 AC7902
 AC7902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7902  Standards:
 AC7902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7902  -------------------------------------------------------------------
 AC7902  NETWORK    0.54   1.27           0.25   0.18   0.65     -0.08339554
 AC7902  -------------------------------------------------------------------
 AC7902  Click here for local accuracies and other accuracy information.
 AC7902
 AC7902.The horizontal coordinates were established by GPS observations
 AC7902.and adjusted by the National Geodetic Survey in June 2012.
 AC7902
 AC7902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7902.been affixed to the stable North American tectonic plate. See 
 AC7902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7902
 AC7902.The horizontal coordinates are valid at the epoch date displayed above
 AC7902.which is a decimal equivalence of Year/Month/Day.
 AC7902
 AC7902.The orthometric height was determined by GPS observations and a
 AC7902.high-resolution geoid model.
 AC7902
 AC7902.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7902.GEOID18 height accuracy estimate available here.
 AC7902
 AC7902.Click photographs - Photos may exist for this station.
 AC7902
 AC7902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7902
 AC7902.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7902
 AC7902.The ellipsoidal height was determined by GPS observations
 AC7902.and is referenced to NAD 83.
 AC7902
 AC7902. The following values were computed from the NAD 83(2011) position.
 AC7902
 AC7902;                    North         East     Units Scale Factor Converg.
 AC7902;SPC SD S     -    80,650.501   646,374.784   MT  0.99995440   +0 23 33.8
 AC7902;SPC SD S     -   264,600.85  2,120,647.94   sFT  0.99995440   +0 23 33.8
 AC7902;UTM  14      - 4,767,526.141   437,782.856   MT  0.99964762   -0 31 18.0
 AC7902
 AC7902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7902!SPC SD S     -   0.99988836  x   0.99995440  =   0.99984276
 AC7902!UTM  14      -   0.99988836  x   0.99964762  =   0.99953602
 AC7902
 AC7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3778267526(NAD 83)
 AC7902
 AC7902                          SUPERSEDED SURVEY CONTROL
 AC7902
 AC7902  NAD 83(2007)-  43 03 28.38768(N)    099 45 50.53896(W) AD(2002.00) 0
 AC7902  ELLIP H (02/10/07)  712.032  (m)                       GP(2002.00)    
 AC7902  ELLIP H (06/23/03)  712.033  (m)                       GP(       ) 3 1
 AC7902  NAD 83(1996)-  43 03 28.38721(N)    099 45 50.53884(W) AD(       ) B
 AC7902  ELLIP H (04/18/97)  712.064  (m)                       GP(       ) 4 1
 AC7902
 AC7902.Superseded values are not recommended for survey control.
 AC7902
 AC7902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7902.See file dsdata.pdf to determine how the superseded data were derived.
 AC7902
 AC7902_MARKER: P = PIPE CAP
 AC7902_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7902_STAMPING: 183-4.44
 AC7902_MARK LOGO: NGS
 AC7902_PROJECTION: FLUSH
 AC7902_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7902+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2019
 AC7902_ROD/PIPE-DEPTH: 6.40 meters
 AC7902_SLEEVE-DEPTH  : 1.80 meters
 AC7902
 AC7902  HISTORY     - Date     Condition        Report By
 AC7902  HISTORY     - 1995     MONUMENTED       SDDT
 AC7902  HISTORY     - 19960926 GOOD             NGS
 AC7902  HISTORY     - 20020611 GOOD             SDDT
 AC7902  HISTORY     - 20150715 GOOD             NEGS
 AC7902  HISTORY     - 20150722 GOOD             SDDT
 AC7902  HISTORY     - 20150803 GOOD             SDDT
 AC7902  HISTORY     - 20190828 GOOD             NEGS
 AC7902
 AC7902                          STATION DESCRIPTION
 AC7902
 AC7902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7902'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH OF COLOME AND 4.5
 AC7902'MI (7.2 KM) NORTH OF THE SOUTH DAKOTA/NEBRASKA STATE LINE, ON U.S.
 AC7902'HIGHWAY 183.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7902'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 183 IN COLOME, GO
 AC7902'SOUTH ON U.S. HIGHWAY 183 FOR 15.0 MI (24.1 KM) TO THE STATION ON THE
 AC7902'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7902'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7902'PIPE.  LOCATED 63.0 FT (19.2 M) EAST OF THE CENTER OF THE HIGHWAY,
 AC7902'30.0 FT (9.1 M) NORTH OF THE CENTER A FIELD ENTRANCE ROAD, 3.2 FT (1.0
 AC7902'M) WEST OF A FENCE, 1.6 FT (0.5 M) WEST OF A WITNESS POST, AND 1.0 FT
 AC7902'(0.3 M) EAST OF A METAL GUARD POST. NOTE--ACCESS TO THE DATUM POINT IS
 AC7902'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7902
 AC7902                          STATION RECOVERY (2002)
 AC7902
 AC7902'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7902'RECOVERED AS DESCRIBED
 AC7902'
 AC7902
 AC7902                          STATION RECOVERY (2015)
 AC7902
 AC7902'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2015 (PS)
 AC7902'RECOVERED IN GOOD CONDITION.
 AC7902
 AC7902                          STATION RECOVERY (2015)
 AC7902
 AC7902'RECOVERY NOTE BY SD DEPT OF TRANSP 2015 (TJ)
 AC7902'RECOVERED IN GOOD CONDITION.
 AC7902
 AC7902                          STATION RECOVERY (2015)
 AC7902
 AC7902'RECOVERY NOTE BY SD DEPT OF TRANSP 2015 (TJ)
 AC7902'RECOVERED IN GOOD CONDITION.
 AC7902
 AC7902                          STATION RECOVERY (2019)
 AC7902
 AC7902'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (PS)
 AC7902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7933 ***********************************************************************
 AC7933  DESIGNATION -  183 057.35
 AC7933  PID         -  AC7933
 AC7933  STATE/COUNTY-  SD/TRIPP
 AC7933  COUNTRY     -  US
 AC7933  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 AC7933
 AC7933                         *CURRENT SURVEY CONTROL
 AC7933  ______________________________________________________________________
 AC7933* NAD 83(2011) POSITION- 43 38 41.28900(N) 100 02 28.11745(W)   ADJUSTED
 AC7933* NAD 83(2011) ELLIP HT-   563.099 (meters)        (06/27/12)   ADJUSTED
 AC7933* NAD 83(2011) EPOCH   -  2010.00
 AC7933* NAVD 88 ORTHO HEIGHT -   588.7   (meters)     1931.    (feet) GPS OBS
 AC7933  ______________________________________________________________________
 AC7933  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7933  GEOID HEIGHT    -        -25.482 (meters)                     GEOID96
 AC7933  GEOID HEIGHT    -        -25.555 (meters)                     GEOID18
 AC7933  NAD 83(2011) X  -   -806,081.375 (meters)                     COMP
 AC7933  NAD 83(2011) Y  - -4,552,396.114 (meters)                     COMP
 AC7933  NAD 83(2011) Z  -  4,380,006.313 (meters)                     COMP
 AC7933  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC18
 AC7933
 AC7933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7933  Standards:
 AC7933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7933  -------------------------------------------------------------------
 AC7933  NETWORK    1.02   3.08           0.48   0.32   1.57     -0.10670331
 AC7933  -------------------------------------------------------------------
 AC7933  Click here for local accuracies and other accuracy information.
 AC7933
 AC7933.The horizontal coordinates were established by GPS observations
 AC7933.and adjusted by the National Geodetic Survey in June 2012.
 AC7933
 AC7933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7933.been affixed to the stable North American tectonic plate. See 
 AC7933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7933
 AC7933.The horizontal coordinates are valid at the epoch date displayed above
 AC7933.which is a decimal equivalence of Year/Month/Day.
 AC7933
 AC7933.The orthometric height was determined by GPS observations and a
 AC7933.high-resolution geoid model.
 AC7933
 AC7933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7933.GEOID18 height accuracy estimate available here.
 AC7933
 AC7933.Click photographs - Photos may exist for this station.
 AC7933
 AC7933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7933
 AC7933.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7933
 AC7933.The ellipsoidal height was determined by GPS observations
 AC7933.and is referenced to NAD 83.
 AC7933
 AC7933. The following values were computed from the NAD 83(2011) position.
 AC7933
 AC7933;                    North         East     Units Scale Factor Converg.
 AC7933;SPC SD S     -   145,734.183   623,572.532   MT  0.99990698   +0 12 05.6
 AC7933;SPC SD S     -   478,129.57  2,045,837.55   sFT  0.99990698   +0 12 05.6
 AC7933;UTM  14      - 4,832,949.654   416,030.631   MT  0.99968673   -0 43 07.0
 AC7933
 AC7933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7933!SPC SD S     -   0.99991171  x   0.99990698  =   0.99981870
 AC7933!UTM  14      -   0.99991171  x   0.99968673  =   0.99959846
 AC7933
 AC7933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1603032949(NAD 83)
 AC7933
 AC7933                          SUPERSEDED SURVEY CONTROL
 AC7933
 AC7933  NAD 83(2007)-  43 38 41.28937(N)    100 02 28.11865(W) AD(2002.00) 0
 AC7933  ELLIP H (02/10/07)  563.135  (m)                       GP(2002.00)    
 AC7933  ELLIP H (04/15/04)  563.130  (m)                       GP(       ) 2 1
 AC7933  NAD 83(1996)-  43 38 41.28844(N)    100 02 28.11819(W) AD(       ) B
 AC7933  ELLIP H (04/18/97)  563.194  (m)                       GP(       ) 4 1
 AC7933
 AC7933.Superseded values are not recommended for survey control.
 AC7933
 AC7933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7933.See file dsdata.pdf to determine how the superseded data were derived.
 AC7933
 AC7933_MARKER: Z = SEE DESCRIPTION
 AC7933_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7933_STAMPING: 183-57.35 1995
 AC7933_MARK LOGO: NGS
 AC7933_PROJECTION: FLUSH
 AC7933_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7933+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7933_ROD/PIPE-DEPTH: 6.4 meters
 AC7933_SLEEVE-DEPTH  : 1.8 meters
 AC7933
 AC7933  HISTORY     - Date     Condition        Report By
 AC7933  HISTORY     - 1995     MONUMENTED       SDDT
 AC7933  HISTORY     - 19960927 GOOD             SDDT
 AC7933  HISTORY     - 20230901 MARK NOT FOUND   SDDT
 AC7933
 AC7933                          STATION DESCRIPTION
 AC7933
 AC7933'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7933'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) NORTHWEST OF WINNER AND
 AC7933'4.0 MI (6.4 KM) SOUTH OF THE TRIPP/LYMAN COUNTY LINE, ON U.S. HIGHWAY
 AC7933'183.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 AC7933'THE JUNCTION OF U.S. HIGHWAYS 18 AND 183 NORTH, 7.0 MI (11.3 KM) WEST
 AC7933'OF WINNER, GO NORTH ON U.S. HIGHWAY 183 FOR 18.0 MI (29.0 KM) TO THE
 AC7933'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7933'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7933'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 47.0 FT (14.3 M) WEST OF THE
 AC7933'HIGHWAY CENTERLINE, 42.0 FT (12.8 M) NORTH OF THE CENTER OF A FIELD
 AC7933'ENTRANCE ROAD, 6.0 FT (1.8 M) NORTHEAST OF AN UNDERGROUND CABLE
 AC7933'JUNCTION BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST, AND 1.0 FT (0.3
 AC7933'M) WEST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC7933'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7933
 AC7933                          STATION RECOVERY (2023)
 AC7933
 AC7933'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 AC7933'NO SURFACE EVIDENCE OF THE MARK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0960 ***********************************************************************
 OR0960  DESIGNATION -  183 1.52
 OR0960  PID         -  OR0960
 OR0960  STATE/COUNTY-  SD/TRIPP
 OR0960  COUNTRY     -  US
 OR0960  USGS QUAD   -  WEWELA (2017)
 OR0960
 OR0960                         *CURRENT SURVEY CONTROL
 OR0960  ______________________________________________________________________
 OR0960* NAD 83(1986) POSITION- 43 01 01.     (N) 099 46 50.     (W)   SCALED
 OR0960* NAVD 88 ORTHO HEIGHT -   641.54  (meters)     2104.8   (feet) RESET
 OR0960  ______________________________________________________________________
 OR0960  GEOID HEIGHT    -        -24.255 (meters)                     GEOID18
 OR0960  VERT ORDER      -  THIRD
 OR0960
 OR0960.The horizontal coordinates were scaled from a map and have
 OR0960.an estimated accuracy of +/- 6 seconds.
 OR0960
 OR0960.The orthometric height was computed from unverified reset data.
 OR0960
 OR0960.No vertical observational check was made to the station.
 OR0960
 OR0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0960.GEOID18 height accuracy estimate available here.
 OR0960
 OR0960.Click photographs - Photos may exist for this station.
 OR0960
 OR0960;                    North         East    Units  Estimated Accuracy
 OR0960;SPC SD S     -    76,090.      645,060.      MT  (+/- 180 meters Scaled)
 OR0960
 OR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN363629(NAD 83)
 OR0960
 OR0960                          SUPERSEDED SURVEY CONTROL
 OR0960
 OR0960  NGVD 29 (04/17/07)  641.23   (m)         2103.8    (f) RESET       3  
 OR0960
 OR0960.Superseded values are not recommended for survey control.
 OR0960
 OR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0960.See file dsdata.pdf to determine how the superseded data were derived.
 OR0960
 OR0960_MARKER: DB = BENCH MARK DISK
 OR0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0960_STAMPING: 183-1.52 1986
 OR0960_MARK LOGO: SDHD
 OR0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0960
 OR0960  HISTORY     - Date     Condition        Report By
 OR0960  HISTORY     - 1986     MONUMENTED       SDHD
 OR0960
 OR0960                          STATION DESCRIPTION
 OR0960
 OR0960'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1986
 OR0960'29.9 KM (18.60 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0960'WITH U.S. HIGHWAY 18, 1.2 KM (0.75 MI) SOUTH FROM THE KEYAPAHA
 OR0960'RIVER BRIDGE, 2.4 KM (1.50 MI) NORTH FROM THE SOUTH DAKOTA-NEBRASKA
 OR0960'STATE LINE, AT A T-FENCE EAST, 19.90 METERS (65.3 FT) EAST FROM THE
 OR0960'CENTER OF THE HIGHWAY, 0.3 METERS (1 FT) NORTHWEST FROM A WITNESS
 OR0960'POST, IN THE TOP OF A 6-INCH CONCRETE POST THAT IS FLUSH WITH THE
 OR0960'GROUND. 1.83 METERS (6 FT) SOUTH OF T-FENCE 0.015 METERS (0.5 FT)
 OR0960'WEST FROM THE RIGHT OF WAY FENCE. A STANDARD SOUTH DAKOTA BENCH MARK
 OR0960'DISK. 1.7 MILES SOUTH OF BENCHMARK Y 141 RESET 1986.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0302 ***********************************************************************
 PT0302  DESIGNATION -  1836.7
 PT0302  PID         -  PT0302
 PT0302  STATE/COUNTY-  SD/STANLEY
 PT0302  COUNTRY     -  US
 PT0302  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0302
 PT0302                         *CURRENT SURVEY CONTROL
 PT0302  ______________________________________________________________________
 PT0302* NAD 83(1986) POSITION- 44 23 36.     (N) 100 33 47.     (W)   SCALED
 PT0302* NAVD 88 ORTHO HEIGHT -   560.260 (meters)     1838.12  (feet) POSTED
 PT0302  ______________________________________________________________________
 PT0302  GEOID HEIGHT    -        -23.165 (meters)                     GEOID18
 PT0302  DYNAMIC HEIGHT  -        560.14  (meters)     1837.7   (feet) COMP
 PT0302  MODELED GRAVITY -    980,380.2   (mgal)                       NAVD 88
 PT0302
 PT0302  VERT ORDER      -  * POSTED, SEE BELOW
 PT0302
 PT0302.The horizontal coordinates were scaled from a map and have
 PT0302.an estimated accuracy of +/- 6 seconds.
 PT0302
 PT0302.The orthometric height was determined by differential leveling
 PT0302.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0302
 PT0302.* This is a POSTED BENCH MARK height.
 PT0302
 PT0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0302.GEOID18 height accuracy estimate available here.
 PT0302
 PT0302.Click photographs - Photos may exist for this station.
 PT0302
 PT0302.The dynamic height is computed by dividing the NAVD 88
 PT0302.geopotential number by the normal gravity value computed on the
 PT0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0302.degrees latitude (g = 980.6199 gals.).
 PT0302
 PT0302.The modeled gravity was interpolated from observed gravity values.
 PT0302
 PT0302;                    North         East    Units  Estimated Accuracy
 PT0302;SPC SD S     -   228,880.      581,700.      MT  (+/- 180 meters Scaled)
 PT0302
 PT0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ755167(NAD 83)
 PT0302
 PT0302                          SUPERSEDED SURVEY CONTROL
 PT0302
 PT0302  NGVD 29 (??/??/92)  559.860  (m)         1836.81   (f) ADJ UNCH    2 0
 PT0302
 PT0302.Superseded values are not recommended for survey control.
 PT0302
 PT0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0302.See file dsdata.pdf to determine how the superseded data were derived.
 PT0302
 PT0302_MARKER: DD = SURVEY DISK
 PT0302_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0302+WITH SETTING: INFORMATION.
 PT0302_MARK LOGO: USGS
 PT0302_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0302
 PT0302  HISTORY     - Date     Condition        Report By
 PT0302  HISTORY     - UNK      MONUMENTED       USGS
 PT0302  HISTORY     - 1934     GOOD             CGS
 PT0302
 PT0302                          STATION DESCRIPTION
 PT0302
 PT0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0302'12.2 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0302'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, AT THE APPROXIMATE
 PT0302'CENTER OF SECTION 13, T5N, R29E, AT THE CROSSING OF AN
 PT0302'EAST-AND-WEST ROW OF POLES, 45 FEET EAST OF THE CENTER LINE OF
 PT0302'THE HIGHWAY, AND 2 FEET NORTHEAST OF THE EAST GATEPOST.  THE
 PT0302'TOP OF A STEEL FENCE POST, MARKED 1836.7.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0604 ***********************************************************************
 PU0604  DESIGNATION -  1851
 PU0604  PID         -  PU0604
 PU0604  STATE/COUNTY-  SD/PENNINGTON
 PU0604  COUNTRY     -  US
 PU0604  USGS QUAD   -  OWANKA (2017)
 PU0604
 PU0604                         *CURRENT SURVEY CONTROL
 PU0604  ______________________________________________________________________
 PU0604* NAD 83(1986) POSITION- 44 00 15.     (N) 102 30 20.     (W)   SCALED
 PU0604* NAVD 88 ORTHO HEIGHT -   731.430 (meters)     2399.70  (feet) ADJUSTED
 PU0604  ______________________________________________________________________
 PU0604  GEOID HEIGHT    -        -18.306 (meters)                     GEOID18
 PU0604  DYNAMIC HEIGHT  -        731.215 (meters)     2398.99  (feet) COMP
 PU0604  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 PU0604
 PU0604  VERT ORDER      -  SECOND    CLASS 0
 PU0604
 PU0604.The horizontal coordinates were scaled from a map and have
 PU0604.an estimated accuracy of +/- 6 seconds.
 PU0604
 PU0604.The orthometric height was determined by differential leveling and
 PU0604.adjusted by the NATIONAL GEODETIC SURVEY
 PU0604.in June 1991.
 PU0604
 PU0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0604.GEOID18 height accuracy estimate available here.
 PU0604
 PU0604.Click photographs - Photos may exist for this station.
 PU0604
 PU0604.The dynamic height is computed by dividing the NAVD 88
 PU0604.geopotential number by the normal gravity value computed on the
 PU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0604.degrees latitude (g = 980.6199 gals.).
 PU0604
 PU0604.The modeled gravity was interpolated from observed gravity values.
 PU0604
 PU0604;                    North         East    Units  Estimated Accuracy
 PU0604;SPC SD S     -   187,900.      425,820.      MT  (+/- 180 meters Scaled)
 PU0604
 PU0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ999753(NAD 83)
 PU0604
 PU0604                          SUPERSEDED SURVEY CONTROL
 PU0604
 PU0604  NGVD 29 (??/??/92)  730.99   (m)         2398.3    (f) COMPUTED    2 0
 PU0604
 PU0604.Superseded values are not recommended for survey control.
 PU0604
 PU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0604.See file dsdata.pdf to determine how the superseded data were derived.
 PU0604
 PU0604_MARKER: R = RIVET
 PU0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0604_SP_SET: BRIDGE
 PU0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0604
 PU0604  HISTORY     - Date     Condition        Report By
 PU0604  HISTORY     - UNK      MONUMENTED
 PU0604  HISTORY     - 1934     GOOD             CGS
 PU0604
 PU0604                          STATION DESCRIPTION
 PU0604
 PU0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0604'6.1 MI SW FROM WASTA.
 PU0604'6.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU0604'FROM THE STATION AT WASTA, PENNINGTON COUNTY, 200 YARDS WEST OF
 PU0604'MILEPOST 611, AT BRIDGE 1851, IN THE TOP OF THE SOUTH END OF THE
 PU0604'EAST CONCRETE ABUTMENT, 9.5 FEET SOUTH OF THE CENTERLINE OF THE
 PU0604'TRACK, AND 1.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 PU0604'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0787 ***********************************************************************
 OT0787  DESIGNATION -  18=T1N R7 8E SECS 31 36 SC
 OT0787  PID         -  OT0787
 OT0787  STATE/COUNTY-  SD/PENNINGTON
 OT0787  COUNTRY     -  US
 OT0787  USGS QUAD   -  HERMOSA NW (2017)
 OT0787
 OT0787                         *CURRENT SURVEY CONTROL
 OT0787  ______________________________________________________________________
 OT0787* NAD 83(1996) POSITION- 43 59 41.74781(N) 103 12 42.86078(W)   ADJUSTED
 OT0787* NAVD 88 ORTHO HEIGHT -  1116.5   (meters)     3663.    (feet) VERTCON3
 OT0787  ______________________________________________________________________
 OT0787  GEOID HEIGHT    -        -15.920 (meters)                     GEOID18
 OT0787  LAPLACE CORR    -        -16.83  (seconds)                    DEFLEC18
 OT0787  HORZ ORDER      -  SECOND
 OT0787
 OT0787.The horizontal coordinates were established by classical geodetic methods
 OT0787.and adjusted by the National Geodetic Survey in January 1998.
 OT0787
 OT0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0787
 OT0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0787.GEOID18 height accuracy estimate available here.
 OT0787
 OT0787.Click photographs - Photos may exist for this station.
 OT0787
 OT0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0787
 OT0787. The following values were computed from the NAD 83(1996) position.
 OT0787
 OT0787;                    North         East     Units Scale Factor Converg.
 OT0787;SPC SD S     -   188,592.236   369,163.748   MT  0.99992843   -1 59 08.8
 OT0787;SPC SD S     -   618,739.69  1,211,164.73   sFT  0.99992843   -1 59 08.8
 OT0787;UTM  13      - 4,872,863.916   643,371.927   MT  0.99985282   +1 14 32.0
 OT0787
 OT0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0787!SPC SD S     -   0.99982745  x   0.99992843  =   0.99975590
 OT0787!UTM  13      -   0.99982745  x   0.99985282  =   0.99968030
 OT0787
 OT0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4337172863(NAD 83)
 OT0787
 OT0787                          SUPERSEDED SURVEY CONTROL
 OT0787
 OT0787  NAD 83(1995)-  43 59 41.74306(N)    103 12 42.85882(W) AD(       ) 2
 OT0787  NAD 83(1993)-  43 59 41.73922(N)    103 12 42.86453(W) AD(       ) 2
 OT0787  NAD 83(1986)-  43 59 41.73714(N)    103 12 42.86942(W) AD(       ) 2
 OT0787  NAD 27      -  43 59 41.78000(N)    103 12 41.22000(W) AD(       ) 2
 OT0787  NGVD 29 (07/19/86) 1116.0    (m)         3661.     (f) VERT ANG       
 OT0787
 OT0787.Superseded values are not recommended for survey control.
 OT0787
 OT0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0787.See file dsdata.pdf to determine how the superseded data were derived.
 OT0787
 OT0787_MARKER: DD = SURVEY DISK
 OT0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0787_MARK LOGO: USGLO
 OT0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0787+STABILITY: SURFACE MOTION
 OT0787
 OT0787  HISTORY     - Date     Condition        Report By
 OT0787  HISTORY     - 1925     MONUMENTED       USGLO
 OT0787  HISTORY     - 1950     SEE DESCRIPTION  CGS
 OT0787
 OT0787                          STATION DESCRIPTION
 OT0787
 OT0787'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 OT0787'THE STANDARD CORNER OF SECS. 31 AND 36, T 1 N, RS 7 AND 8 E,
 OT0787'BLACK HILL MERIDIAN, ON THE BASE LINE AND THE BLACK HILLS
 OT0787'GUIDE MERIDIAN.  THE ORIGINAL MONUMENT IS A GRANITE STONE, 16- BY
 OT0787'8- BY 4 INCHES MARKED SIX NOTCHES N, E AND W, WITNESSED BY
 OT0787'THREE PITS.
 OT0787'
 OT0787'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE WITH THE
 OT0787'ORIGINAL STONE ALONGSIDE.
 OT0787'
 OT0787'REFERENCE MARK NO. 1 IS A STANDARD BRASS DISK SET IN CONCRETE
 OT0787'AND BEARS TO THE SE, 134.894 METERS DISTANT FROM THE STATION
 OT0787'S 55 DEG 06 MIN E.  THIS REFERENCE MARK WILL SERVE AS
 OT0787'AN ECCENTRIC STATION.
 OT0787
 OT0787                          STATION RECOVERY (1950)
 OT0787
 OT0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0787'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  THE ORIGINAL
 OT0787'GRANITE MONUMENT WAS NOT FOUND.  DIRECTIONS TO REACH AND
 OT0787'ADDITIONAL INFORMATION FOLLOW.
 OT0787'
 OT0787'STATION IS ABOUT 5-1/2 MILES SOUTH OF RAPID CITY, ON A SMALL
 OT0787'KNOLL, ABOUT 80 YARDS WEST OF A WIRE FENCE ALONG THE CREST OF
 OT0787'A RIDGE IN ROUGH PASTURE LAND.
 OT0787'
 OT0787'TO REACH FROM THE INTERSECTION OF KANSAS CITY AND EIGHTH STREETS
 OT0787'IN RAPID CITY, GO SOUTH ON U.S. HIGHWAY 16 (EIGHTH STREET) FOR
 OT0787'5.9 MILES TO A CROSS ROAD JUST BEFORE REACHING JONES TEPEE.
 OT0787'TURN LEFT, EAST, ON DIRT ROAD AND GO 0.9 MILE TO FENCE CORNER
 OT0787'WHERE ROAD TURNS SOUTHEAST.  CONTINUE FOR 0.3 MILE TO A GATE
 OT0787'IN NORTH-SOUTH FENCE.  THROUGH GATE CONTINUE SOUTHEAST 0.2 MILE
 OT0787'TO A FORK.  TAKE RIGHT ROAD FOR 0.3 MILE TO A GATE IN EAST-WEST
 OT0787'FENCE.  THROUGH GATE CONTINUE SOUTHEAST FOR 0.5 MILE PASSING
 OT0787'FENCE CORNER ON LEFT, TO A DIM TRACK ROAD ON LEFT.  TURN LEFT
 OT0787'ON TRACK ROAD FOR 0.2 MILE TO A GATE IN NORTH-SOUTH FENCE.
 OT0787'THROUGH GATE CONTINUE EAST FOR 0.1 MILE TO A DIM FORK.
 OT0787'TAKE LEFT ROAD 0.1 MILE TO A GATE.  THROUGH GATE FOLLOW
 OT0787'TRACKS EASTWARD ALONG NORTH SIDE OF FENCE FOR 0.05 MILE TO A
 OT0787'FORK.  TURN LEFT, NORTH, ON DIM TRACK ROAD FOR 0.1 MILE TO
 OT0787'FENCE ON CREST OF RIDGE AND REFERENCE MARK WEST OF FENCE.  THE
 OT0787'STATION IS ABOUT 150 YARDS NORTHWEST ACROSS LOW SADDLE.
 OT0787'
 OT0787'STATION MARK IS A STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.)
 OT0787'BRASS SURVEY DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 OT0787'PROJECTING 8 INCHES.
 OT0787'
 OT0787'THE REFERENCE IS ABOUT 3 FEET WEST OF THE FENCE.  IT IS A
 OT0787'STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.) BRASS SURVEY DISK
 OT0787'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 10
 OT0787'INCHES, AND STAMPED REFERENCE 1924.
 OT0787'
 OT0787'THIS STATION WAS NOT OCCUPIED IN 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7915 ***********************************************************************
 AC7915  CBN         -  This is a Cooperative Base Network Control Station.
 AC7915  DESIGNATION -  19 042.75
 AC7915  PID         -  AC7915
 AC7915  STATE/COUNTY-  SD/TURNER
 AC7915  COUNTRY     -  US
 AC7915  USGS QUAD   -  HURLEY (2017)
 AC7915
 AC7915                         *CURRENT SURVEY CONTROL
 AC7915  ______________________________________________________________________
 AC7915* NAD 83(2011) POSITION- 43 15 15.06527(N) 097 04 57.21154(W)   ADJUSTED
 AC7915* NAD 83(2011) ELLIP HT-   375.746 (meters)        (06/27/12)   ADJUSTED
 AC7915* NAD 83(2011) EPOCH   -  2010.00
 AC7915* NAVD 88 ORTHO HEIGHT -   401.9   (meters)     1319.    (feet) GPS OBS
 AC7915  ______________________________________________________________________
 AC7915  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7915  GEOID HEIGHT    -        -26.115 (meters)                     GEOID96
 AC7915  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 AC7915  NAD 83(2011) X  -   -573,702.540 (meters)                     COMP
 AC7915  NAD 83(2011) Y  - -4,617,418.423 (meters)                     COMP
 AC7915  NAD 83(2011) Z  -  4,348,368.935 (meters)                     COMP
 AC7915  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 AC7915
 AC7915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7915  Standards:
 AC7915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7915  -------------------------------------------------------------------
 AC7915  NETWORK    0.73   2.23           0.32   0.27   1.14     -0.11059600
 AC7915  -------------------------------------------------------------------
 AC7915  Click here for local accuracies and other accuracy information.
 AC7915
 AC7915.The horizontal coordinates were established by GPS observations
 AC7915.and adjusted by the National Geodetic Survey in June 2012.
 AC7915
 AC7915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7915.been affixed to the stable North American tectonic plate. See 
 AC7915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7915
 AC7915.The horizontal coordinates are valid at the epoch date displayed above
 AC7915.which is a decimal equivalence of Year/Month/Day.
 AC7915
 AC7915.The orthometric height was determined by GPS observations and a
 AC7915.high-resolution geoid model.
 AC7915
 AC7915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7915.GEOID18 height accuracy estimate available here.
 AC7915
 AC7915.Click photographs - Photos may exist for this station.
 AC7915
 AC7915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7915
 AC7915.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7915
 AC7915.The ellipsoidal height was determined by GPS observations
 AC7915.and is referenced to NAD 83.
 AC7915
 AC7915. The following values were computed from the NAD 83(2011) position.
 AC7915
 AC7915;                    North         East     Units Scale Factor Converg.
 AC7915;SPC SD S     -   107,463.242   863,889.361   MT  0.99992696   +2 14 33.2
 AC7915;SPC SD S     -   352,568.99  2,834,277.01   sFT  0.99992696   +2 14 33.2
 AC7915;UTM  14      - 4,790,827.160   655,643.514   MT  0.99989800   +1 18 51.0
 AC7915
 AC7915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7915!SPC SD S     -   0.99994108  x   0.99992696  =   0.99986804
 AC7915!UTM  14      -   0.99994108  x   0.99989800  =   0.99983909
 AC7915
 AC7915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5564390827(NAD 83)
 AC7915
 AC7915                          SUPERSEDED SURVEY CONTROL
 AC7915
 AC7915  NAD 83(2007)-  43 15 15.06524(N)    097 04 57.21242(W) AD(2002.00) 0
 AC7915  ELLIP H (02/10/07)  375.773  (m)                       GP(2002.00)    
 AC7915  ELLIP H (04/15/04)  375.792  (m)                       GP(       ) 2 1
 AC7915  NAD 83(1996)-  43 15 15.06486(N)    097 04 57.21182(W) AD(       ) B
 AC7915  ELLIP H (04/18/97)  375.807  (m)                       GP(       ) 4 1
 AC7915
 AC7915.Superseded values are not recommended for survey control.
 AC7915
 AC7915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7915.See file dsdata.pdf to determine how the superseded data were derived.
 AC7915
 AC7915_MARKER: Z = SEE DESCRIPTION
 AC7915_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7915_STAMPING: 19-42.75 1995
 AC7915_MARK LOGO: NGS
 AC7915_PROJECTION: FLUSH
 AC7915_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7915+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2014
 AC7915_ROD/PIPE-DEPTH: 6.4 meters
 AC7915_SLEEVE-DEPTH  : 1.8 meters
 AC7915
 AC7915  HISTORY     - Date     Condition        Report By
 AC7915  HISTORY     - 1995     MONUMENTED       SDDT
 AC7915  HISTORY     - 19960613 GOOD             NGS
 AC7915  HISTORY     - 20140108 GOOD             SDDENR
 AC7915
 AC7915                          STATION DESCRIPTION
 AC7915
 AC7915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7915'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF PARKER, 5.0 MI
 AC7915'(8.0 KM) NORTH OF VIBORG, AND 2.0 MI (3.2 KM) SOUTH OF HURLEY, ON
 AC7915'STATE HIGHWAY 19.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7915'STATION FROM THE POST OFFICE IN HURLEY, GO EAST ON CENTER AVENUE FOR
 AC7915'0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE HIGHWAY 19, TURN RIGHT AND
 AC7915'GO SOUTH ON STATE HIGHWAY 19 FOR 2.0 MI (3.2 KM) TO THE STATION ON THE
 AC7915'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7915'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7915'PIPE.  LOCATED 97.0 FT (29.6 M) WEST OF THE HIGHWAY CENTER, 88.0 FT
 AC7915'(26.8 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 2.3 FT (0.7 M)
 AC7915'EAST OF A FENCE, 1.3 FT (0.4 M) EAST OF A WITNESS POST, AND 1.3 FT
 AC7915'(0.4 M) WEST OF A METAL GUARD POST. NOTE--ACCESS TO THE DATUM POINT IS
 AC7915'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7915
 AC7915                          STATION RECOVERY (2014)
 AC7915
 AC7915'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2014 (DL)
 AC7915'ABOUT 0.2 MI SOUTH OF U.S. 18 (EASTBOUND)/285 ST/SD HWY 19
 AC7915'INTERSECTION, ON THE WEST SIDE OF SD HWY 19, ABOUT 100 FT SOUTH OF THE
 AC7915'FIRST FIELD ENTRANCE ON THE WEST SIDE.
 AC7915'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7935 ***********************************************************************
 AC7935  CBN         -  This is a Cooperative Base Network Control Station.
 AC7935  DESIGNATION -  19 057.75
 AC7935  PID         -  AC7935
 AC7935  STATE/COUNTY-  SD/TURNER
 AC7935  COUNTRY     -  US
 AC7935  USGS QUAD   -  PARKER NE (2017)
 AC7935
 AC7935                         *CURRENT SURVEY CONTROL
 AC7935  ______________________________________________________________________
 AC7935* NAD 83(2011) POSITION- 43 27 08.77690(N) 097 07 20.90674(W)   ADJUSTED
 AC7935* NAD 83(2011) ELLIP HT-   387.401 (meters)        (06/27/12)   ADJUSTED
 AC7935* NAD 83(2011) EPOCH   -  2010.00
 AC7935* NAVD 88 ORTHO HEIGHT -   413.6   (meters)     1357.    (feet) GPS OBS
 AC7935  ______________________________________________________________________
 AC7935  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7935  GEOID HEIGHT    -        -26.146 (meters)                     GEOID96
 AC7935  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 AC7935  NAD 83(2011) X  -   -575,045.263 (meters)                     COMP
 AC7935  NAD 83(2011) Y  - -4,602,021.181 (meters)                     COMP
 AC7935  NAD 83(2011) Z  -  4,364,393.646 (meters)                     COMP
 AC7935  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 AC7935
 AC7935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7935  Standards:
 AC7935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7935  -------------------------------------------------------------------
 AC7935  NETWORK    0.74   2.29           0.33   0.27   1.17     -0.10781132
 AC7935  -------------------------------------------------------------------
 AC7935  Click here for local accuracies and other accuracy information.
 AC7935
 AC7935.The horizontal coordinates were established by GPS observations
 AC7935.and adjusted by the National Geodetic Survey in June 2012.
 AC7935
 AC7935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7935.been affixed to the stable North American tectonic plate. See 
 AC7935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7935
 AC7935.The horizontal coordinates are valid at the epoch date displayed above
 AC7935.which is a decimal equivalence of Year/Month/Day.
 AC7935
 AC7935.The orthometric height was determined by GPS observations and a
 AC7935.high-resolution geoid model.
 AC7935
 AC7935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7935.GEOID18 height accuracy estimate available here.
 AC7935
 AC7935.Click photographs - Photos may exist for this station.
 AC7935
 AC7935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7935
 AC7935.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7935
 AC7935.The ellipsoidal height was determined by GPS observations
 AC7935.and is referenced to NAD 83.
 AC7935
 AC7935. The following values were computed from the NAD 83(2011) position.
 AC7935
 AC7935;                    North         East     Units Scale Factor Converg.
 AC7935;SPC SD S     -   129,344.796   859,799.539   MT  0.99991105   +2 12 54.1
 AC7935;SPC SD S     -   424,358.72  2,820,858.99   sFT  0.99991105   +2 12 54.1
 AC7935;UTM  14      - 4,812,771.351   651,907.929   MT  0.99988386   +1 17 29.5
 AC7935
 AC7935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7935!SPC SD S     -   0.99993925  x   0.99991105  =   0.99985031
 AC7935!UTM  14      -   0.99993925  x   0.99988386  =   0.99982312
 AC7935
 AC7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5190712771(NAD 83)
 AC7935
 AC7935                          SUPERSEDED SURVEY CONTROL
 AC7935
 AC7935  NAD 83(2007)-  43 27 08.77686(N)    097 07 20.90762(W) AD(2002.00) 0
 AC7935  ELLIP H (02/10/07)  387.429  (m)                       GP(2002.00)    
 AC7935  ELLIP H (04/15/04)  387.445  (m)                       GP(       ) 2 1
 AC7935  NAD 83(1996)-  43 27 08.77649(N)    097 07 20.90702(W) AD(       ) B
 AC7935  ELLIP H (04/18/97)  387.460  (m)                       GP(       ) 4 1
 AC7935
 AC7935.Superseded values are not recommended for survey control.
 AC7935
 AC7935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7935.See file dsdata.pdf to determine how the superseded data were derived.
 AC7935
 AC7935_MARKER: Z = SEE DESCRIPTION
 AC7935_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7935_STAMPING: 19-57.75 1995
 AC7935_MARK LOGO: NGS
 AC7935_PROJECTION: FLUSH
 AC7935_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7935+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2014
 AC7935_ROD/PIPE-DEPTH: 6.4 meters
 AC7935_SLEEVE-DEPTH  : 1.8 meters
 AC7935
 AC7935  HISTORY     - Date     Condition        Report By
 AC7935  HISTORY     - 1995     MONUMENTED       SDDT
 AC7935  HISTORY     - 19960927 GOOD             NGS
 AC7935  HISTORY     - 20050204 GOOD             INDIV
 AC7935  HISTORY     - 20140108 GOOD             SDDENR
 AC7935
 AC7935                          STATION DESCRIPTION
 AC7935
 AC7935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7935'THE STATION IS LOCATED ABOUT 14.7 MI (23.7 KM) SOUTH-SOUTHWEST OF
 AC7935'PUMPKIN CENTER, 3.0 MI (4.8 KM) NORTH OF PARKER, AND 3.5 MI (5.6 KM)
 AC7935'SOUTH OF THE TURNER/MINNEHAHA COUNTY LINE,  ON STATE HIGHWAY 19.
 AC7935'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7935'JUNCTION OF STATE HIGHWAYS 19 AND 44 ON THE EAST SIDE OF PARKER, GO
 AC7935'NORTH ON U.S. HIGHWAY 19 FOR 3.7 KM (2.30 MI) TO THE STATION ON THE
 AC7935'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7935'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7935'PIPE.  LOCATED 74.0 FT (22.6 M) WEST OF THE HIGHWAY CENTER, 15.0 FT
 AC7935'(4.6 M) NORTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 2.0 FT (0.6 M)
 AC7935'EAST OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) WEST OF A METAL
 AC7935'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7935'CAP AND THEN A 4-INCH PVC CAP.
 AC7935
 AC7935                          STATION RECOVERY (2005)
 AC7935
 AC7935'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AC7935'RECOVERED IN GOOD CONDITION.
 AC7935
 AC7935                          STATION RECOVERY (2014)
 AC7935
 AC7935'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2014 (DL)
 AC7935'ABOUT 3.7 MI NORTH OF SD HWY 44/SD HWY 19 INTERSECTION IN PARKER, ON
 AC7935'THE WEST SIDE OF SD HWY 19 AT THE FIRST FIELD ACCESS ON THE WEST SIDE,
 AC7935'NORTH OF 272 ST, RIGHT ACROSS FROM FARMHOUSE DRIVEWAY.
 AC7935'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7973 ***********************************************************************
 AC7973  CBN         -  This is a Cooperative Base Network Control Station.
 AC7973  DESIGNATION -  19 085.91
 AC7973  PID         -  AC7973
 AC7973  STATE/COUNTY-  SD/MINNEHAHA
 AC7973  COUNTRY     -  US
 AC7973  USGS QUAD   -  BUFFALO TRADING POST (2017)
 AC7973
 AC7973                         *CURRENT SURVEY CONTROL
 AC7973  ______________________________________________________________________
 AC7973* NAD 83(2011) POSITION- 43 49 37.82790(N) 097 04 10.14085(W)   ADJUSTED
 AC7973* NAD 83(2011) ELLIP HT-   483.122 (meters)        (06/27/12)   ADJUSTED
 AC7973* NAD 83(2011) EPOCH   -  2010.00
 AC7973* NAVD 88 ORTHO HEIGHT -   509.0   (meters)     1670.    (feet) GPS OBS
 AC7973  ______________________________________________________________________
 AC7973  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7973  GEOID HEIGHT    -        -25.840 (meters)                     GEOID96
 AC7973  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 AC7973  NAD 83(2011) X  -   -567,260.787 (meters)                     COMP
 AC7973  NAD 83(2011) Y  - -4,574,102.972 (meters)                     COMP
 AC7973  NAD 83(2011) Z  -  4,394,592.770 (meters)                     COMP
 AC7973  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 AC7973
 AC7973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7973  Standards:
 AC7973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7973  -------------------------------------------------------------------
 AC7973  NETWORK    0.64   1.94           0.29   0.22   0.99     -0.17223812
 AC7973  -------------------------------------------------------------------
 AC7973  Click here for local accuracies and other accuracy information.
 AC7973
 AC7973.The horizontal coordinates were established by GPS observations
 AC7973.and adjusted by the National Geodetic Survey in June 2012.
 AC7973
 AC7973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7973.been affixed to the stable North American tectonic plate. See 
 AC7973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7973
 AC7973.The horizontal coordinates are valid at the epoch date displayed above
 AC7973.which is a decimal equivalence of Year/Month/Day.
 AC7973
 AC7973.The orthometric height was determined by GPS observations and a
 AC7973.high-resolution geoid model.
 AC7973
 AC7973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7973.GEOID18 height accuracy estimate available here.
 AC7973
 AC7973.Click photographs - Photos may exist for this station.
 AC7973
 AC7973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7973
 AC7973.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7973
 AC7973.The ellipsoidal height was determined by GPS observations
 AC7973.and is referenced to NAD 83.
 AC7973
 AC7973. The following values were computed from the NAD 83(2011) position.
 AC7973
 AC7973;                    North         East     Units Scale Factor Converg.
 AC7973;SPC SD S     -   171,111.143   862,449.379   MT  0.99991349   +2 15 05.7
 AC7973;SPC SD S     -   561,387.14  2,829,552.67   sFT  0.99991349   +2 15 05.7
 AC7973;UTM  14      - 4,854,489.048   655,227.261   MT  0.99989637   +1 20 13.6
 AC7973
 AC7973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7973!SPC SD S     -   0.99992425  x   0.99991349  =   0.99983774
 AC7973!UTM  14      -   0.99992425  x   0.99989637  =   0.99982063
 AC7973
 AC7973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5522754489(NAD 83)
 AC7973
 AC7973                          SUPERSEDED SURVEY CONTROL
 AC7973
 AC7973  NAD 83(2007)-  43 49 37.82785(N)    097 04 10.14175(W) AD(2002.00) 0
 AC7973  ELLIP H (02/10/07)  483.152  (m)                       GP(2002.00)    
 AC7973  ELLIP H (04/15/04)  483.178  (m)                       GP(       ) 2 1
 AC7973  NAD 83(1996)-  43 49 37.82739(N)    097 04 10.14097(W) AD(       ) B
 AC7973  ELLIP H (04/18/97)  483.184  (m)                       GP(       ) 4 1
 AC7973
 AC7973.Superseded values are not recommended for survey control.
 AC7973
 AC7973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7973.See file dsdata.pdf to determine how the superseded data were derived.
 AC7973
 AC7973_MARKER: Z = SEE DESCRIPTION
 AC7973_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7973_STAMPING: 19-85.91 1995
 AC7973_MARK LOGO: NGS
 AC7973_PROJECTION: PROJECTING 4 CENTIMETERS
 AC7973_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7973+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1996
 AC7973_ROD/PIPE-DEPTH: 6.4 meters
 AC7973_SLEEVE-DEPTH  : 1.8 meters
 AC7973
 AC7973  HISTORY     - Date     Condition        Report By
 AC7973  HISTORY     - 1995     MONUMENTED       SDDT
 AC7973  HISTORY     - 19960605 GOOD             NGS
 AC7973  HISTORY     - 20230827 MARK NOT FOUND   SDDT
 AC7973
 AC7973                          STATION DESCRIPTION
 AC7973
 AC7973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7973'THE STATION IS LOCATED 12.5 MI (20.1 KM) NORTH OF HUMBOLT, 4.5 MI (7.2
 AC7973'KM) SOUTH OF FRANKLIN, AND 1.5 MI (2.4 KM) SOUTH OF THE MINNEHAHA/LAKE
 AC7973'COUNTY LINE, ON STATE HIGHWAY 19.  OWNERSHIP--STATE OF SOUTH DAKOTA.
 AC7973'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND COUNTY
 AC7973'ROAD 52 IN FRANKLIN, GO SOUTH ON STATE HIGHWAY 19 FOR 4.6 MI (7.4 KM)
 AC7973'TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7973'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7973'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 142.0 M (465.9 FT) SOUTH OF
 AC7973'MILEPOST 86, 17.9 M (58.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 AC7973'14.5 M (47.6 FT) EAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW
 AC7973'THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTHWEST OF A FENCE CORNER,
 AC7973'0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF A METAL
 AC7973'GUARD POST, AND 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 AC7973'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7973'A 4-INCH PVC PIPE CAP.
 AC7973
 AC7973                          STATION RECOVERY (2023)
 AC7973
 AC7973'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AC7973'MARK APPEARS TO HAVE BEEN DESTROYED DURING A RECENT HIGHWAY GRADING
 AC7973'PROJECT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1161 ***********************************************************************
 PU1161  DESIGNATION -  19 GPD
 PU1161  PID         -  PU1161
 PU1161  STATE/COUNTY-  SD/BUTTE
 PU1161  COUNTRY     -  US
 PU1161  USGS QUAD   -  VALE SE (2017)
 PU1161
 PU1161                         *CURRENT SURVEY CONTROL
 PU1161  ______________________________________________________________________
 PU1161* NAD 83(1986) POSITION- 44 36 20.     (N) 103 15 58.     (W)   SCALED
 PU1161* NAVD 88 ORTHO HEIGHT -   824.598 (meters)     2705.37  (feet) ADJUSTED
 PU1161  ______________________________________________________________________
 PU1161  GEOID HEIGHT    -        -16.678 (meters)                     GEOID18
 PU1161  DYNAMIC HEIGHT  -        824.384 (meters)     2704.67  (feet) COMP
 PU1161  MODELED GRAVITY -    980,329.9   (mgal)                       NAVD 88
 PU1161
 PU1161  VERT ORDER      -  SECOND    CLASS 0
 PU1161
 PU1161.The horizontal coordinates were scaled from a map and have
 PU1161.an estimated accuracy of +/- 6 seconds.
 PU1161
 PU1161.The orthometric height was determined by differential leveling and
 PU1161.adjusted by the NATIONAL GEODETIC SURVEY
 PU1161.in June 1991.
 PU1161
 PU1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1161.GEOID18 height accuracy estimate available here.
 PU1161
 PU1161.Click photographs - Photos may exist for this station.
 PU1161
 PU1161.The dynamic height is computed by dividing the NAVD 88
 PU1161.geopotential number by the normal gravity value computed on the
 PU1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1161.degrees latitude (g = 980.6199 gals.).
 PU1161
 PU1161.The modeled gravity was interpolated from observed gravity values.
 PU1161
 PU1161;                    North         East    Units  Estimated Accuracy
 PU1161;SPC SD N     -    91,040.      340,800.      MT  (+/- 180 meters Scaled)
 PU1161
 PU1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK375405(NAD 83)
 PU1161
 PU1161                          SUPERSEDED SURVEY CONTROL
 PU1161
 PU1161  NGVD 29 (??/??/92)  824.116  (m)         2703.79   (f) ADJ UNCH    2 0
 PU1161
 PU1161.Superseded values are not recommended for survey control.
 PU1161
 PU1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1161.See file dsdata.pdf to determine how the superseded data were derived.
 PU1161
 PU1161_MARKER: DD = SURVEY DISK
 PU1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1161_STAMPING: 19 GPD 1950 TT
 PU1161_MARK LOGO: USGS
 PU1161_PROJECTION: PROJECTING 6 CENTIMETERS
 PU1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1161+STABILITY: SURFACE MOTION
 PU1161
 PU1161  HISTORY     - Date     Condition        Report By
 PU1161  HISTORY     - 1950     MONUMENTED       USGS
 PU1161  HISTORY     - 1962     GOOD             CGS
 PU1161
 PU1161                          STATION DESCRIPTION
 PU1161
 PU1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1161'7.8 MI E FROM VALE.
 PU1161'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1161'1.0 MILE SOUTH ALONG A ROAD, 0.05 MILE NORTH OF A WOODEN BRIDGE,
 PU1161'23 FEET EAST OF THE CENTER LINE OF THE ROAD, 54 FEET NORTH-NORTHEAST
 PU1161'OF THE JUNCTION OF A ROAD SOUTHEAST, 35 1/2 FEET SOUTH OF THE
 PU1161'CENTER OF A WIRE GATE, 1.3 FEET WEST OF A FENCE, 2.6 FEET EAST OF
 PU1161'A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU1161'CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1162 ***********************************************************************
 PU1162  DESIGNATION -  19 GPD RESET
 PU1162  PID         -  PU1162
 PU1162  STATE/COUNTY-  SD/BUTTE
 PU1162  COUNTRY     -  US
 PU1162  USGS QUAD   -  VALE SE (2017)
 PU1162
 PU1162                         *CURRENT SURVEY CONTROL
 PU1162  ______________________________________________________________________
 PU1162* NAD 83(1986) POSITION- 44 36 20.     (N) 103 15 58.     (W)   SCALED
 PU1162* NAVD 88 ORTHO HEIGHT -   824.83  (+/-2cm)     2706.1   (feet) VERTCON3
 PU1162  ______________________________________________________________________
 PU1162  GEOID HEIGHT    -        -16.678 (meters)                     GEOID18
 PU1162  VERT ORDER      -  THIRD (See Below)
 PU1162
 PU1162.The horizontal coordinates were scaled from a map and have
 PU1162.an estimated accuracy of +/- 6 seconds.
 PU1162
 PU1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1162
 PU1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1162.GEOID18 height accuracy estimate available here.
 PU1162
 PU1162.The vertical order pertains to the NGVD 29 superseded value.
 PU1162
 PU1162.Click photographs - Photos may exist for this station.
 PU1162
 PU1162;                    North         East    Units  Estimated Accuracy
 PU1162;SPC SD N     -    91,040.      340,800.      MT  (+/- 180 meters Scaled)
 PU1162
 PU1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK375405(NAD 83)
 PU1162
 PU1162                          SUPERSEDED SURVEY CONTROL
 PU1162
 PU1162  NGVD 29 (??/??/??)  824.35   (m)         2704.6    (f) RESET       3  
 PU1162
 PU1162.Superseded values are not recommended for survey control.
 PU1162
 PU1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1162.See file dsdata.pdf to determine how the superseded data were derived.
 PU1162
 PU1162_MARKER: DB = BENCH MARK DISK
 PU1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1162_STAMPING: 19 GPD TT USGS RESET 1963
 PU1162_MARK LOGO: CGS
 PU1162_PROJECTION: PROJECTING 8 CENTIMETERS
 PU1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1162+STABILITY: SURFACE MOTION
 PU1162
 PU1162  HISTORY     - Date     Condition        Report By
 PU1162  HISTORY     - 1963     MONUMENTED       CGS
 PU1162
 PU1162                          STATION DESCRIPTION
 PU1162
 PU1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1162'7.8 MI SE FROM VALE.
 PU1162'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, BUTTE
 PU1162'COUNTY, THENCE 1.0 MILE SOUTH ALONG A ROAD, 0.05 MILE NORTH OF A
 PU1162'BRIDGE, ABOUT 40 YARDS NORTHWEST OF A ROAD FORK, 86 FEET WEST OF
 PU1162'THE CENTERLINE OF THE ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 PU1162'POST, 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PU1162'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2296 ***********************************************************************
 PU2296  DESIGNATION -  19 RM 1
 PU2296  PID         -  PU2296
 PU2296  STATE/COUNTY-  SD/PENNINGTON
 PU2296  COUNTRY     -  US
 PU2296  USGS QUAD   -  BOX ELDER (2017)
 PU2296
 PU2296                         *CURRENT SURVEY CONTROL
 PU2296  ______________________________________________________________________
 PU2296* NAD 83(1993) POSITION- 44 04 02.43570(N) 103 05 26.68921(W)   ADJUSTED
 PU2296* NAD 83(1993) ELLIP HT-   981.528 (meters)        (06/15/04)   ADJUSTED
 PU2296* NAVD 88 ORTHO HEIGHT -   998.7   (meters)     3277.    (feet) VERTCON3
 PU2296  ______________________________________________________________________
 PU2296  GEOID HEIGHT    -        -16.600 (meters)                     GEOID18
 PU2296  NAD 83(1993) X  - -1,039,829.597 (meters)                     COMP
 PU2296  NAD 83(1993) Y  - -4,471,672.680 (meters)                     COMP
 PU2296  NAD 83(1993) Z  -  4,414,153.819 (meters)                     COMP
 PU2296  LAPLACE CORR    -        -11.02  (seconds)                    DEFLEC18
 PU2296  HORZ ORDER      -  SECOND
 PU2296  ELLP ORDER      -  FOURTH    CLASS I
 PU2296
 PU2296.The horizontal coordinates were established by GPS observations
 PU2296.and adjusted by the National Geodetic Survey in June 2004.
 PU2296
 PU2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2296
 PU2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2296.GEOID18 height accuracy estimate available here.
 PU2296
 PU2296.Click photographs - Photos may exist for this station.
 PU2296
 PU2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2296
 PU2296.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2296
 PU2296.The ellipsoidal height was determined by GPS observations
 PU2296.and is referenced to NAD 83.
 PU2296
 PU2296. The following values were computed from the NAD 83(1993) position.
 PU2296
 PU2296;                    North         East     Units Scale Factor Converg.
 PU2296;SPC SD S     -   196,303.656   379,143.030   MT  0.99993754   -1 54 07.9
 PU2296;SPC SD S     -   644,039.58  1,243,905.09   sFT  0.99993754   -1 54 07.9
 PU2296;UTM  13      - 4,881,124.703   652,900.383   MT  0.99988754   +1 19 41.3
 PU2296
 PU2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2296!SPC SD S     -   0.99984612  x   0.99993754  =   0.99978367
 PU2296!UTM  13      -   0.99984612  x   0.99988754  =   0.99973367
 PU2296
 PU2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5290081124(NAD 83)
 PU2296
 PU2296                          SUPERSEDED SURVEY CONTROL
 PU2296
 PU2296  NAD 83(1996)-  44 04 02.43051(N)    103 05 26.68180(W) AD(       ) 2
 PU2296  NAD 83(1993)-  44 04 02.42231(N)    103 05 26.68457(W) AD(       ) 2
 PU2296  NAD 83(1986)-  44 04 02.42149(N)    103 05 26.68928(W) AD(       ) 2
 PU2296  NAD 83(1986)-  44 04 02.43563(N)    103 05 26.67029(W) AD(       ) 2
 PU2296  NAD 27      -  44 04 02.48000(N)    103 05 25.03000(W) AD(       ) 2
 PU2296  NGVD 29 (06/03/93)  998.3    (m)  UNKNOWN  model used  GPS OBS        
 PU2296
 PU2296.Superseded values are not recommended for survey control.
 PU2296
 PU2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2296.See file dsdata.pdf to determine how the superseded data were derived.
 PU2296
 PU2296_MARKER: DD = SURVEY DISK
 PU2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2296_STAMPING: REFERENCE NO 1 1924
 PU2296_MARK LOGO: USGLO
 PU2296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2296+STABILITY: SURFACE MOTION
 PU2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2296+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 PU2296
 PU2296  HISTORY     - Date     Condition        Report By
 PU2296  HISTORY     - 1924     MONUMENTED       USGLO
 PU2296  HISTORY     - 1924     GOOD             BLM
 PU2296  HISTORY     - 19921007 GOOD             NGS
 PU2296
 PU2296                          STATION DESCRIPTION
 PU2296
 PU2296'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2296'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE AND
 PU2296'BEARS TO THE SE.
 PU2296
 PU2296                          STATION RECOVERY (1924)
 PU2296
 PU2296'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1924
 PU2296'RECOVERED IN GOOD CONDITION.
 PU2296
 PU2296                          STATION RECOVERY (1992)
 PU2296
 PU2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PU2296'NEW TO REACH FOLLOWS.
 PU2296'PROCEED EAST FROM RAPID CITY ALONG INTERSTATE 90 TO THE BOX ELDER EXIT
 PU2296'(EXIT 63) GO EAST ON BOX ELDER ROAD 1.5 MI (2.41 KM) TO GUMBO RD
 PU2296'(ALSO COUNTY ROAD C 212).  TURN RIGHT (SOUTH) FOR 3.5 MI (5.63 KM) TO
 PU2296'THE STATION ON LEFT (EAST) JUST SOUTH OF A DRIVEWAY TO TWO HOUSES,
 PU2296'EAST OF THE ROAD AND DITCH ALONG THE ROAD AND WEST  OF A FENCELINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2299 ***********************************************************************
 PU2299  DESIGNATION -  19 RM 2
 PU2299  PID         -  PU2299
 PU2299  STATE/COUNTY-  SD/PENNINGTON
 PU2299  COUNTRY     -  US
 PU2299  USGS QUAD   -  BOX ELDER (2017)
 PU2299
 PU2299                         *CURRENT SURVEY CONTROL
 PU2299  ______________________________________________________________________
 PU2299* NAD 83(1996) POSITION- 44 04 02.43127(N) 103 05 27.49876(W)   ADJUSTED
 PU2299* NAVD 88 ORTHO HEIGHT -   997.    (meters)     3271.    (feet) SCALED
 PU2299  ______________________________________________________________________
 PU2299  GEOID HEIGHT    -        -16.599 (meters)                     GEOID18
 PU2299  LAPLACE CORR    -        -11.03  (seconds)                    DEFLEC18
 PU2299  HORZ ORDER      -  SECOND
 PU2299
 PU2299.The horizontal coordinates were established by classical geodetic methods
 PU2299.and adjusted by the National Geodetic Survey in January 1998.
 PU2299
 PU2299.The orthometric height was scaled from a topographic map.
 PU2299
 PU2299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2299.GEOID18 height accuracy estimate available here.
 PU2299
 PU2299.Click photographs - Photos may exist for this station.
 PU2299
 PU2299.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2299
 PU2299. The following values were computed from the NAD 83(1996) position.
 PU2299
 PU2299;                    North         East     Units Scale Factor Converg.
 PU2299;SPC SD S     -   196,304.118   379,125.021   MT  0.99993754   -1 54 08.5
 PU2299;SPC SD S     -   644,041.09  1,243,846.01   sFT  0.99993754   -1 54 08.5
 PU2299;UTM  13      - 4,881,124.149   652,882.377   MT  0.99988747   +1 19 40.8
 PU2299
 PU2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2299!SPC SD S     -   0.99984622  x   0.99993754  =   0.99978377
 PU2299!UTM  13      -   0.99984622  x   0.99988747  =   0.99973371
 PU2299
 PU2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5288281124(NAD 83)
 PU2299
 PU2299                          SUPERSEDED SURVEY CONTROL
 PU2299
 PU2299  NAD 83(1993)-  44 04 02.42309(N)    103 05 27.50155(W) AD(       ) 2
 PU2299  NAD 83(1986)-  44 04 02.43716(N)    103 05 27.48801(W) AD(       ) 2
 PU2299  NAD 27      -  44 04 02.48000(N)    103 05 25.85000(W) AD(       ) 2
 PU2299
 PU2299.Superseded values are not recommended for survey control.
 PU2299
 PU2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2299.See file dsdata.pdf to determine how the superseded data were derived.
 PU2299
 PU2299_MARKER: DD = SURVEY DISK
 PU2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2299_STAMPING: REFERENCE NO 2 1924
 PU2299_MARK LOGO: USGLO
 PU2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2299+STABILITY: SURFACE MOTION
 PU2299
 PU2299  HISTORY     - Date     Condition        Report By
 PU2299  HISTORY     - 1924     MONUMENTED       USGLO
 PU2299
 PU2299                          STATION DESCRIPTION
 PU2299
 PU2299'DESCRIBED BY US GENERAL LAND OFFICE 1924
 PU2299'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE AND BEARS
 PU2299'TO THE SW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0304 ***********************************************************************
 PT0304  DESIGNATION -  1922.0
 PT0304  PID         -  PT0304
 PT0304  STATE/COUNTY-  SD/STANLEY
 PT0304  COUNTRY     -  US
 PT0304  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0304
 PT0304                         *CURRENT SURVEY CONTROL
 PT0304  ______________________________________________________________________
 PT0304* NAD 83(1986) POSITION- 44 23 18.     (N) 100 34 30.     (W)   SCALED
 PT0304* NAVD 88 ORTHO HEIGHT -   586.26  (+/-2cm)     1923.4   (feet) VERTCON3
 PT0304  ______________________________________________________________________
 PT0304  GEOID HEIGHT    -        -23.157 (meters)                     GEOID18
 PT0304  VERT ORDER      -  ? (See Below)
 PT0304
 PT0304.The horizontal coordinates were scaled from a map and have
 PT0304.an estimated accuracy of +/- 6 seconds.
 PT0304
 PT0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0304
 PT0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0304.GEOID18 height accuracy estimate available here.
 PT0304
 PT0304.The vertical order pertains to the NGVD 29 superseded value.
 PT0304
 PT0304.Click photographs - Photos may exist for this station.
 PT0304
 PT0304;                    North         East    Units  Estimated Accuracy
 PT0304;SPC SD S     -   228,330.      580,740.      MT  (+/- 180 meters Scaled)
 PT0304
 PT0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ745162(NAD 83)
 PT0304
 PT0304                          SUPERSEDED SURVEY CONTROL
 PT0304
 PT0304  NGVD 29 (??/??/92)  585.858  (m)         1922.10   (f) ADJ UNCH       
 PT0304
 PT0304.Superseded values are not recommended for survey control.
 PT0304
 PT0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0304.See file dsdata.pdf to determine how the superseded data were derived.
 PT0304
 PT0304_MARKER: Q = CHISELED SQUARE
 PT0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0304_SP_SET: CULVERT HEADWALL
 PT0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0304+STABILITY: SURFACE MOTION
 PT0304
 PT0304  HISTORY     - Date     Condition        Report By
 PT0304  HISTORY     - UNK      MONUMENTED       USGS
 PT0304  HISTORY     - 1934     GOOD             CGS
 PT0304
 PT0304                          STATION DESCRIPTION
 PT0304
 PT0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0304'13.0 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0304'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, 0.2 MILE NORTHWEST
 PT0304'OF THE CORNER COMMON TO SECTIONS 13, 14, 23, AND 24, T5N,
 PT0304'R29E, AT A CULVERT, ON THE NORTH CONCRETE HEAD WALL, IN THE
 PT0304'BOTTOM OF A DRAIN, AND 14 FEET NORTH OF THE CENTER LINE OF
 PT0304'THE HIGHWAY.  A CHISELED SQUARE, MARKED 1922.0.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0308 ***********************************************************************
 PT0308  DESIGNATION -  1949.3
 PT0308  PID         -  PT0308
 PT0308  STATE/COUNTY-  SD/STANLEY
 PT0308  COUNTRY     -  US
 PT0308  USGS QUAD   -  LACY (2017)
 PT0308
 PT0308                         *CURRENT SURVEY CONTROL
 PT0308  ______________________________________________________________________
 PT0308* NAD 83(1986) POSITION- 44 23 10.     (N) 100 37 54.     (W)   SCALED
 PT0308* NAVD 88 ORTHO HEIGHT -   594.59  (+/-2cm)     1950.8   (feet) VERTCON3
 PT0308  ______________________________________________________________________
 PT0308  GEOID HEIGHT    -        -23.065 (meters)                     GEOID18
 PT0308  VERT ORDER      -  ? (See Below)
 PT0308
 PT0308.The horizontal coordinates were scaled from a map and have
 PT0308.an estimated accuracy of +/- 6 seconds.
 PT0308
 PT0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0308
 PT0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0308.GEOID18 height accuracy estimate available here.
 PT0308
 PT0308.The vertical order pertains to the NGVD 29 superseded value.
 PT0308
 PT0308.Click photographs - Photos may exist for this station.
 PT0308
 PT0308;                    North         East    Units  Estimated Accuracy
 PT0308;SPC SD S     -   228,100.      576,230.      MT  (+/- 180 meters Scaled)
 PT0308
 PT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ700160(NAD 83)
 PT0308
 PT0308                          SUPERSEDED SURVEY CONTROL
 PT0308
 PT0308  NGVD 29 (??/??/92)  594.180  (m)         1949.41   (f) ADJ UNCH       
 PT0308
 PT0308.Superseded values are not recommended for survey control.
 PT0308
 PT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0308.See file dsdata.pdf to determine how the superseded data were derived.
 PT0308
 PT0308_MARKER: Q = CHISELED SQUARE
 PT0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0308_SP_SET: CULVERT HEADWALL
 PT0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0308+STABILITY: SURFACE MOTION
 PT0308
 PT0308  HISTORY     - Date     Condition        Report By
 PT0308  HISTORY     - UNK      MONUMENTED       USGS
 PT0308  HISTORY     - 1934     GOOD             CGS
 PT0308
 PT0308                          STATION DESCRIPTION
 PT0308
 PT0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0308'15.8 MI W FROM FORT PIERCE.
 PT0308'15.8 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0308'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, AT THE CORNER COMMON
 PT0308'TO SECTIONS 16, 17, 20, AND 21, T 5 N, R 29 E, AT A CULVERT,
 PT0308'ON THE TOP OF THE EAST CONCRETE HEAD WALL, 26 FEET SOUTH OF THE
 PT0308'CENTER LINE OF THE HIGHWAY, AND 23 FEET EAST OF THE CENTER LINE
 PT0308'OF A T-ROAD LEADING SOUTH.  A CHISELED SQUARE, MARKED 1949.3.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0313 ***********************************************************************
 PT0313  DESIGNATION -  1955.8
 PT0313  PID         -  PT0313
 PT0313  STATE/COUNTY-  SD/STANLEY
 PT0313  COUNTRY     -  US
 PT0313  USGS QUAD   -  LACY (2017)
 PT0313
 PT0313                         *CURRENT SURVEY CONTROL
 PT0313  ______________________________________________________________________
 PT0313* NAD 83(1986) POSITION- 44 23 10.     (N) 100 41 36.     (W)   SCALED
 PT0313* NAVD 88 ORTHO HEIGHT -   596.57  (+/-2cm)     1957.2   (feet) VERTCON3
 PT0313  ______________________________________________________________________
 PT0313  GEOID HEIGHT    -        -22.962 (meters)                     GEOID18
 PT0313  VERT ORDER      -  ? (See Below)
 PT0313
 PT0313.The horizontal coordinates were scaled from a map and have
 PT0313.an estimated accuracy of +/- 6 seconds.
 PT0313
 PT0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0313
 PT0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0313.GEOID18 height accuracy estimate available here.
 PT0313
 PT0313.The vertical order pertains to the NGVD 29 superseded value.
 PT0313
 PT0313.Click photographs - Photos may exist for this station.
 PT0313
 PT0313;                    North         East    Units  Estimated Accuracy
 PT0313;SPC SD S     -   228,120.      571,310.      MT  (+/- 180 meters Scaled)
 PT0313
 PT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ651161(NAD 83)
 PT0313
 PT0313                          SUPERSEDED SURVEY CONTROL
 PT0313
 PT0313  NGVD 29 (??/??/92)  596.156  (m)         1955.89   (f) ADJ UNCH       
 PT0313
 PT0313.Superseded values are not recommended for survey control.
 PT0313
 PT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0313.See file dsdata.pdf to determine how the superseded data were derived.
 PT0313
 PT0313_MARKER: Q = CHISELED SQUARE
 PT0313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0313_SP_SET: CULVERT HEADWALL
 PT0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0313+STABILITY: SURFACE MOTION
 PT0313
 PT0313  HISTORY     - Date     Condition        Report By
 PT0313  HISTORY     - UNK      MONUMENTED       USGS
 PT0313  HISTORY     - 1934     GOOD             CGS
 PT0313
 PT0313                          STATION DESCRIPTION
 PT0313
 PT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0313'18.9 MI W FROM FORT PIERRE.
 PT0313'18.9 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0313'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, AT THE CORNER COMMON
 PT0313'TO SECTIONS 13, 14, 23, AND 24, T 5 N, R 28 E, 400 FEET WEST
 PT0313'OF THE CENTER LINE OF A T-ROAD LEADING SOUTH, AT A CULVERT, AND
 PT0313'ON THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL.  A
 PT0313'CHISELED SQUARE, MARKED 1955.8.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0886 ***********************************************************************
 PT0886  DESIGNATION -  1965.7 RESET
 PT0886  PID         -  PT0886
 PT0886  STATE/COUNTY-  SD/STANLEY
 PT0886  COUNTRY     -  US
 PT0886  USGS QUAD   -  LACY (2017)
 PT0886
 PT0886                         *CURRENT SURVEY CONTROL
 PT0886  ______________________________________________________________________
 PT0886* NAD 83(1986) POSITION- 44 23 09.     (N) 100 40 17.     (W)   SCALED
 PT0886* NAVD 88 ORTHO HEIGHT -   599.092 (meters)     1965.52  (feet) ADJUSTED
 PT0886  ______________________________________________________________________
 PT0886  GEOID HEIGHT    -        -22.999 (meters)                     GEOID18
 PT0886  DYNAMIC HEIGHT  -        598.957 (meters)     1965.08  (feet) COMP
 PT0886  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 PT0886
 PT0886  VERT ORDER      -  FIRST     CLASS II
 PT0886
 PT0886.The horizontal coordinates were scaled from a map and have
 PT0886.an estimated accuracy of +/- 6 seconds.
 PT0886
 PT0886.The orthometric height was determined by differential leveling and
 PT0886.adjusted by the NATIONAL GEODETIC SURVEY
 PT0886.in October 1997.
 PT0886
 PT0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0886.GEOID18 height accuracy estimate available here.
 PT0886
 PT0886.Click photographs - Photos may exist for this station.
 PT0886
 PT0886.The dynamic height is computed by dividing the NAVD 88
 PT0886.geopotential number by the normal gravity value computed on the
 PT0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0886.degrees latitude (g = 980.6199 gals.).
 PT0886
 PT0886.The modeled gravity was interpolated from observed gravity values.
 PT0886
 PT0886;                    North         East    Units  Estimated Accuracy
 PT0886;SPC SD S     -   228,080.      573,060.      MT  (+/- 180 meters Scaled)
 PT0886
 PT0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ668160(NAD 83)
 PT0886
 PT0886                          SUPERSEDED SURVEY CONTROL
 PT0886
 PT0886  NGVD 29 (04/17/07)  598.61   (m)         1963.9    (f) RESET       3  
 PT0886
 PT0886.Superseded values are not recommended for survey control.
 PT0886
 PT0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0886.See file dsdata.pdf to determine how the superseded data were derived.
 PT0886
 PT0886_MARKER: DV = VERTICAL CONTROL DISK
 PT0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0886_STAMPING: 1965.7 USGS RESET 1983
 PT0886_MARK LOGO: NGS
 PT0886_PROJECTION: FLUSH
 PT0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0886+STABILITY: SURFACE MOTION
 PT0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0886+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 PT0886
 PT0886  HISTORY     - Date     Condition        Report By
 PT0886  HISTORY     - 1983     MONUMENTED       NGS
 PT0886  HISTORY     - 19950803 GOOD             NGS
 PT0886  HISTORY     - 20120524 GOOD             INDIV
 PT0886
 PT0886                          STATION DESCRIPTION
 PT0886
 PT0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0886'25.2 KM (14.65 MI) SW FROM FORT PIERRE.
 PT0886'16.6 KM (10.3 MI) WEST ALONG HIGHWAY 14-34 FROM THE JUNCTION OF
 PT0886'HIGHWAYS 14-34 AND 83 IN THE NORTH EDGE OF FORT PIERRE, THENCE
 PT0886'3.9 KM (2.4 MI) NORTHWEST ALONG HIGHWAY, THENCE 4.7 KM (1.95 MI)
 PT0886'WEST ALONG HIGHWAY, 10.0 METERS (33.0 FEET) WEST OF THE BOTTOM
 PT0886'OF A DRAW, 68.0 METERS (223.0 FEET) EAST OF A NORTH-SOUTH FENCE,
 PT0886'AND 22.7 METERS (74.5 FEET) SOUTH OF CENTERLINE OF HIGHWAY.
 PT0886'THE MARK IS 1.2 FT  E FROM A WITNESS POST.
 PT0886
 PT0886                          STATION RECOVERY (1995)
 PT0886
 PT0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0886'26.5 KM (16.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0886'IN PIERRE, 953.0 M (3126.6 FT) EAST OF MILEPOST 212, 60.7 M (199.1 FT)
 PT0886'EAST OF A FENCE, 33.3 M (109.3 FT) SOUTHEAST OF THE SOUTH END OF A
 PT0886'CULVERT UNDER THE HIGHWAY, 31.4 M (103.0 FT) WEST OF THE SOUTH END OF
 PT0886'A CULVERT UNDER THE HIGHWAY, 27.1 M (88.9 FT) SOUTH OF THE HIGHWAY
 PT0886'CENTERLINE, 5.0 M (16.4 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 PT0886'FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PT0886'ABOVE THE GROUND SURFACE.
 PT0886
 PT0886                          STATION RECOVERY (2012)
 PT0886
 PT0886'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0306 ***********************************************************************
 PT0306  DESIGNATION -  1997.7
 PT0306  PID         -  PT0306
 PT0306  STATE/COUNTY-  SD/STANLEY
 PT0306  COUNTRY     -  US
 PT0306  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0306
 PT0306                         *CURRENT SURVEY CONTROL
 PT0306  ______________________________________________________________________
 PT0306* NAD 83(1986) POSITION- 44 23 11.     (N) 100 36 38.     (W)   SCALED
 PT0306* NAVD 88 ORTHO HEIGHT -   609.34  (+/-2cm)     1999.1   (feet) VERTCON3
 PT0306  ______________________________________________________________________
 PT0306  GEOID HEIGHT    -        -23.100 (meters)                     GEOID18
 PT0306  VERT ORDER      -  ? (See Below)
 PT0306
 PT0306.The horizontal coordinates were scaled from a map and have
 PT0306.an estimated accuracy of +/- 6 seconds.
 PT0306
 PT0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0306
 PT0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0306.GEOID18 height accuracy estimate available here.
 PT0306
 PT0306.The vertical order pertains to the NGVD 29 superseded value.
 PT0306
 PT0306.Click photographs - Photos may exist for this station.
 PT0306
 PT0306;                    North         East    Units  Estimated Accuracy
 PT0306;SPC SD S     -   228,120.      577,910.      MT  (+/- 180 meters Scaled)
 PT0306
 PT0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ717160(NAD 83)
 PT0306
 PT0306                          SUPERSEDED SURVEY CONTROL
 PT0306
 PT0306  NGVD 29 (??/??/92)  608.929  (m)         1997.79   (f) ADJ UNCH       
 PT0306
 PT0306.Superseded values are not recommended for survey control.
 PT0306
 PT0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0306.See file dsdata.pdf to determine how the superseded data were derived.
 PT0306
 PT0306_MARKER: Q = CHISELED SQUARE
 PT0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0306_SP_SET: CULVERT HEADWALL
 PT0306_STAMPING: 1997.7
 PT0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0306+STABILITY: SURFACE MOTION
 PT0306
 PT0306  HISTORY     - Date     Condition        Report By
 PT0306  HISTORY     - UNK      MONUMENTED       USGS
 PT0306  HISTORY     - 1934     GOOD             CGS
 PT0306
 PT0306                          STATION DESCRIPTION
 PT0306
 PT0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0306'14.7 MI W FROM FORT PIERRE.
 PT0306'14.7 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0306'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, AT THE CORNER COMMON
 PT0306'TO SECTIONS 15, 16, 21, AND 22, T 5 N, R 29 E, 500 FEET EAST
 PT0306'OF A SCHOOLHOUSE, AT A CULVERT, ON THE CENTER OF THE TOP OF THE
 PT0306'NORTH CONCRETE HEAD WALL, AND 20 FEET NORTH OF THE CENTER LINE
 PT0306'OF THE HIGHWAY.  A CHISELED SQUARE, MARKED 1997.7.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0962 ***********************************************************************
 PR0962  DESIGNATION -  2
 PR0962  PID         -  PR0962
 PR0962  STATE/COUNTY-  SD/MOODY
 PR0962  COUNTRY     -  US
 PR0962  USGS QUAD   -  RUTLAND SE (2017)
 PR0962
 PR0962                         *CURRENT SURVEY CONTROL
 PR0962  ______________________________________________________________________
 PR0962* NAD 83(1996) POSITION- 44 01 00.20205(N) 096 47 17.67538(W)   ADJUSTED
 PR0962* NAVD 88 ORTHO HEIGHT -   526.    (meters)     1726.    (feet) SCALED
 PR0962  ______________________________________________________________________
 PR0962  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 PR0962  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 PR0962  HORZ ORDER      -  SECOND
 PR0962
 PR0962.The horizontal coordinates were established by classical geodetic methods
 PR0962.and adjusted by the National Geodetic Survey in January 1998.
 PR0962
 PR0962.The orthometric height was scaled from a topographic map.
 PR0962
 PR0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0962.GEOID18 height accuracy estimate available here.
 PR0962
 PR0962.Click photographs - Photos may exist for this station.
 PR0962
 PR0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0962
 PR0962. The following values were computed from the NAD 83(1996) position.
 PR0962
 PR0962;                    North         East     Units Scale Factor Converg.
 PR0962;SPC SD S     -   193,078.132   884,152.398   MT  0.99993100   +2 26 44.1
 PR0962;SPC SD S     -   633,457.17  2,900,756.66   sFT  0.99993100   +2 26 44.1
 PR0962;UTM  14      - 4,876,108.422   677,277.404   MT  0.99998654   +1 32 14.2
 PR0962
 PR0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0962!SPC SD S     -   0.99992155  x   0.99993100  =   0.99985255
 PR0962!UTM  14      -   0.99992155  x   0.99998654  =   0.99990809
 PR0962
 PR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7727776108(NAD 83)
 PR0962
 PR0962                          SUPERSEDED SURVEY CONTROL
 PR0962
 PR0962  NAD 83(1986)-  44 01 00.20414(N)    096 47 17.65345(W) AD(       ) 2
 PR0962  NAD 27      -  44 01 00.30400(N)    096 47 16.45500(W) AD(       ) 2
 PR0962
 PR0962.Superseded values are not recommended for survey control.
 PR0962
 PR0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0962.See file dsdata.pdf to determine how the superseded data were derived.
 PR0962
 PR0962_MARKER: DD = SURVEY DISK
 PR0962_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0962_MARK LOGO: CGS+SS
 PR0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0962
 PR0962  HISTORY     - Date     Condition        Report By
 PR0962  HISTORY     - 1934     MONUMENTED       SDGS
 PR0962
 PR0962                          STATION DESCRIPTION
 PR0962
 PR0962'DESCRIBED BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PR0962'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PR0962'COLMAN TO (S. DAKOTA GEOD. S.) MARK.  IT IS APPROXIMATELY 5 FEET
 PR0962'EAST OF A CUT BANK AND 87 FEET EAST OF A NORTH-SOUTH FENCELINE.
 PR0962'THE DISK IS SET IN A 4 X 4 CONCRETE POST AND PROJECTS ABOUT 8
 PR0962'INCHES.  THERE IS NO NAME OR NUMBER STAMPED ON THE DISK.  THE
 PR0962'TRAVERSED DISTANCE IS 54.610 METERS OR 179.17 FEET.
 PR0962'
 PR0962'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 PR0962'STATE ROUTE 34 AT THE SOUTH EDGE OF THE SMALL TOWN OF COLMAN,
 PR0962'GO EAST ON STATE HIGHWAY 34 FOR 1.25 MILE TO ITS INTERSECTION
 PR0962'WITH U.S. HIGHWAY 77, TURN LEFT (NORTH) ON U.S. HIGHWAY 77
 PR0962'FOR 2 MILES TO A CROSSROADS (AZIMUTH MARK ON RIGHT AS DESCRIBED)
 PR0962'CONTINUE NORTH ON HIGHWAY FOR 0.65 MILE TO STATION ON RIGHT AS
 PR0962'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0826 ***********************************************************************
 OT0826  DESIGNATION -  2 DHW
 OT0826  PID         -  OT0826
 OT0826  STATE/COUNTY-  SD/FALL RIVER
 OT0826  COUNTRY     -  US
 OT0826  USGS QUAD   -  ARDMORE (2017)
 OT0826
 OT0826                         *CURRENT SURVEY CONTROL
 OT0826  ______________________________________________________________________
 OT0826* NAD 83(1986) POSITION- 43 01 08.     (N) 103 44 37.     (W)   SCALED
 OT0826* NAVD 88 ORTHO HEIGHT -  1157.313 (meters)     3796.95  (feet) ADJUSTED
 OT0826  ______________________________________________________________________
 OT0826  GEOID HEIGHT    -        -15.803 (meters)                     GEOID18
 OT0826  DYNAMIC HEIGHT  -       1156.777 (meters)     3795.19  (feet) COMP
 OT0826  MODELED GRAVITY -    980,117.1   (mgal)                       NAVD 88
 OT0826
 OT0826  VERT ORDER      -  THIRD
 OT0826
 OT0826.The horizontal coordinates were scaled from a map and have
 OT0826.an estimated accuracy of +/- 6 seconds.
 OT0826
 OT0826.The orthometric height was determined by differential leveling and
 OT0826.adjusted by the NATIONAL GEODETIC SURVEY
 OT0826.in June 1991.
 OT0826
 OT0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0826.GEOID18 height accuracy estimate available here.
 OT0826
 OT0826.Click photographs - Photos may exist for this station.
 OT0826
 OT0826.The dynamic height is computed by dividing the NAVD 88
 OT0826.geopotential number by the normal gravity value computed on the
 OT0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0826.degrees latitude (g = 980.6199 gals.).
 OT0826
 OT0826.The modeled gravity was interpolated from observed gravity values.
 OT0826
 OT0826;                    North         East    Units  Estimated Accuracy
 OT0826;SPC SD S     -    81,870.      322,100.      MT  (+/- 180 meters Scaled)
 OT0826
 OT0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH023636(NAD 83)
 OT0826
 OT0826                          SUPERSEDED SURVEY CONTROL
 OT0826
 OT0826  NGVD 29 (??/??/92) 1156.76   (m)         3795.1    (f) COMPUTED    3 0
 OT0826
 OT0826.Superseded values are not recommended for survey control.
 OT0826
 OT0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0826.See file dsdata.pdf to determine how the superseded data were derived.
 OT0826
 OT0826_MARKER: DB = BENCH MARK DISK
 OT0826_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0826+WITH SETTING: INFORMATION.
 OT0826_STAMPING: 2 DHW 1974
 OT0826_MARK LOGO: USGS
 OT0826_PROJECTION: FLUSH
 OT0826_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0826+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0826
 OT0826  HISTORY     - Date     Condition        Report By
 OT0826  HISTORY     - 1974     MONUMENTED       USGS
 OT0826
 OT0826                          STATION DESCRIPTION
 OT0826
 OT0826'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0826'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 4.6 MILES WEST
 OT0826'ALONG GRADED DIRT ROAD TO A ROAD SOUTHEAST TO TROTTER AND ARMEIER
 OT0826'RANCH, NEAR 1/4 CORNER OF SECTIONS 10-11/TOWNSHIP 12 SOUTH/RANGE 3
 OT0826'EAST, 42 FEET WEST AND 45 FEET SOUTH OF CENTERLINE OF THE
 OT0826'INTERSECTION, SET IN A COPPER-CLAD STEEL ROD DRIVEN 5 FEET AND FLUSH
 OT0826'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0195 ***********************************************************************
 OR0195  DESIGNATION -  2 FG
 OR0195  PID         -  OR0195
 OR0195  STATE/COUNTY-  SD/GREGORY
 OR0195  COUNTRY     -  US
 OR0195  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0195
 OR0195                         *CURRENT SURVEY CONTROL
 OR0195  ______________________________________________________________________
 OR0195* NAD 83(1986) POSITION- 43 07 45.61   (N) 098 51 31.68   (W)   HD_HELD1
 OR0195* NAVD 88 ORTHO HEIGHT -   422.323 (meters)     1385.57  (feet) ADJUSTED
 OR0195  ______________________________________________________________________
 OR0195  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OR0195  DYNAMIC HEIGHT  -        422.171 (meters)     1385.07  (feet) COMP
 OR0195  MODELED GRAVITY -    980,248.4   (mgal)                       NAVD 88
 OR0195
 OR0195  VERT ORDER      -  FIRST     CLASS II
 OR0195
 OR0195.The horizontal coordinates were determined by differentially corrected
 OR0195.hand held GPS observations or other comparable positioning techniques
 OR0195.and have an estimated accuracy of +/- 3 meters.
 OR0195
 OR0195.The orthometric height was determined by differential leveling and
 OR0195.adjusted by the NATIONAL GEODETIC SURVEY
 OR0195.in June 1991.
 OR0195
 OR0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0195.GEOID18 height accuracy estimate available here.
 OR0195
 OR0195.Click photographs - Photos may exist for this station.
 OR0195
 OR0195.The dynamic height is computed by dividing the NAVD 88
 OR0195.geopotential number by the normal gravity value computed on the
 OR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0195.degrees latitude (g = 980.6199 gals.).
 OR0195
 OR0195.The modeled gravity was interpolated from observed gravity values.
 OR0195
 OR0195;                    North         East    Units  Estimated Accuracy
 OR0195;SPC SD S     -    89,493.9     719,969.2     MT  (+/- 3 meters HH1 GPS) 
 OR0195
 OR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1148475187(NAD 83)
 OR0195
 OR0195                          SUPERSEDED SURVEY CONTROL
 OR0195
 OR0195  NGVD 29 (??/??/92)  421.993  (m)         1384.49   (f) ADJ UNCH    1 2
 OR0195
 OR0195.Superseded values are not recommended for survey control.
 OR0195
 OR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0195.See file dsdata.pdf to determine how the superseded data were derived.
 OR0195
 OR0195_MARKER: DD = SURVEY DISK
 OR0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0195_STAMPING: 2 FG 1946 1384
 OR0195_MARK LOGO: USGS
 OR0195_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0195+STABILITY: SURFACE MOTION
 OR0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0195+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR0195
 OR0195  HISTORY     - Date     Condition        Report By
 OR0195  HISTORY     - 1946     MONUMENTED       USGS
 OR0195  HISTORY     - 1949     GOOD             CGS
 OR0195  HISTORY     - 20130115 GOOD             INDIV
 OR0195
 OR0195                          STATION DESCRIPTION
 OR0195
 OR0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0195'8.6 MI NE FROM BONESTEEL.
 OR0195'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0195'BONESTEEL, THENCE 6.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0195'THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, THENCE 0.8 MILE NORTH
 OR0195'ALONG A FIELD ROAD, ON THE WEST SLOPE OF A HILL, ABOUT 0.1 MILE
 OR0195'EAST OF NORTH SCALP CREEK, ALONG A NORTH-SOUTH FENCE, 177.0 FEET
 OR0195'EAST OF THE CENTER LINE OF A GATE FOR THE MAIN ROAD, 10.0 FEET
 OR0195'NORTH OF THE CENTER LINE OF A GATE IN THE NORTH-SOUTH FENCE,
 OR0195'1.4 FEET NORTHWEST OF A 3-WAY CORNER FENCE POST, 0.9 FOOT WEST
 OR0195'OF THE NORTH-SOUTH FENCE, 1.2 FEET EAST OF A REFERENCE POST,
 OR0195'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 OR0195'THE GROUND.
 OR0195
 OR0195                          STATION RECOVERY (2013)
 OR0195
 OR0195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0195'HAS BEEN DISTURBED BY CEDAR TREE IN FENCELINE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1115 ***********************************************************************
 OR1115  DESIGNATION -  2 JKP
 OR1115  PID         -  OR1115
 OR1115  STATE/COUNTY-  SD/CHARLES MIX
 OR1115  COUNTRY     -  US
 OR1115  USGS QUAD   -  DANTE (2017)
 OR1115
 OR1115                         *CURRENT SURVEY CONTROL
 OR1115  ______________________________________________________________________
 OR1115* NAD 83(1986) POSITION- 43 04 05.95   (N) 098 07 39.61   (W)   HD_HELD1
 OR1115* NAVD 88 ORTHO HEIGHT -   508.615 (meters)     1668.68  (feet) ADJUSTED
 OR1115  ______________________________________________________________________
 OR1115  GEOID HEIGHT    -        -26.340 (meters)                     GEOID18
 OR1115  DYNAMIC HEIGHT  -        508.442 (meters)     1668.11  (feet) COMP
 OR1115  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OR1115
 OR1115  VERT ORDER      -  FIRST     CLASS II
 OR1115
 OR1115.The horizontal coordinates were determined by differentially corrected
 OR1115.hand held GPS observations or other comparable positioning techniques
 OR1115.and have an estimated accuracy of +/- 3 meters.
 OR1115
 OR1115.The orthometric height was determined by differential leveling and
 OR1115.adjusted by the NATIONAL GEODETIC SURVEY
 OR1115.in June 1994.
 OR1115
 OR1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1115.GEOID18 height accuracy estimate available here.
 OR1115
 OR1115.Click photographs - Photos may exist for this station.
 OR1115
 OR1115.The dynamic height is computed by dividing the NAVD 88
 OR1115.geopotential number by the normal gravity value computed on the
 OR1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1115.degrees latitude (g = 980.6199 gals.).
 OR1115
 OR1115.The modeled gravity was interpolated from observed gravity values.
 OR1115
 OR1115;                    North         East    Units  Estimated Accuracy
 OR1115;SPC SD S     -    84,035.9     779,623.0     MT  (+/- 3 meters HH1 GPS) 
 OR1115
 OR1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7102368770(NAD 83)
 OR1115
 OR1115                          SUPERSEDED SURVEY CONTROL
 OR1115
 OR1115.No superseded survey control is available for this station.
 OR1115
 OR1115_MARKER: DD = SURVEY DISK
 OR1115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR1115_STAMPING: 2 JKP 1972
 OR1115_MARK LOGO: USGS
 OR1115_PROJECTION: FLUSH
 OR1115_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1115+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1115
 OR1115  HISTORY     - Date     Condition        Report By
 OR1115  HISTORY     - 1972     MONUMENTED       USGS
 OR1115  HISTORY     - 19930919 GOOD             NGS
 OR1115  HISTORY     - 20120324 GOOD             INDIV
 OR1115
 OR1115                          STATION DESCRIPTION
 OR1115
 OR1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1115'15.2 KM (9.45 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1115'OF MAIN AVENUE IN WAGNER, 171.0 M (561.0 FT) NORTH OF MILEPOST 339,
 OR1115'30.0 M (98.4 FT) EAST OF THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT)
 OR1115'NORTH OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE
 OR1115'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND
 OR1115'0.2 M (0.7 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS
 OR1115'ENCASED IN A 5-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 OR1115'THE ROD DEPTH IS UNKNOWN.
 OR1115
 OR1115                          STATION RECOVERY (2012)
 OR1115
 OR1115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1235 ***********************************************************************
 PU1235  DESIGNATION -  2 PCL
 PU1235  PID         -  PU1235
 PU1235  STATE/COUNTY-  SD/BUTTE
 PU1235  COUNTRY     -  US
 PU1235  USGS QUAD   -  VOLUNTEER NE (2017)
 PU1235
 PU1235                         *CURRENT SURVEY CONTROL
 PU1235  ______________________________________________________________________
 PU1235* NAD 83(1986) POSITION- 44 44 54.16   (N) 103 04 11.70   (W)   HD_HELD1
 PU1235* NAVD 88 ORTHO HEIGHT -   889.082 (meters)     2916.93  (feet) ADJUSTED
 PU1235  ______________________________________________________________________
 PU1235  GEOID HEIGHT    -        -17.177 (meters)                     GEOID18
 PU1235  DYNAMIC HEIGHT  -        888.860 (meters)     2916.20  (feet) COMP
 PU1235  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 PU1235
 PU1235  VERT ORDER      -  SECOND    CLASS 0
 PU1235
 PU1235.The horizontal coordinates were determined by differentially corrected
 PU1235.hand held GPS observations or other comparable positioning techniques
 PU1235.and have an estimated accuracy of +/- 3 meters.
 PU1235
 PU1235.The orthometric height was determined by differential leveling and
 PU1235.adjusted by the NATIONAL GEODETIC SURVEY
 PU1235.in June 1991.
 PU1235
 PU1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1235.GEOID18 height accuracy estimate available here.
 PU1235
 PU1235.Click photographs - Photos may exist for this station.
 PU1235
 PU1235.The dynamic height is computed by dividing the NAVD 88
 PU1235.geopotential number by the normal gravity value computed on the
 PU1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1235.degrees latitude (g = 980.6199 gals.).
 PU1235
 PU1235.The modeled gravity was interpolated from observed gravity values.
 PU1235
 PU1235;                    North         East    Units  Estimated Accuracy
 PU1235;SPC SD N     -   106,290.3     356,959.4     MT  (+/- 3 meters HH1 GPS) 
 PU1235
 PU1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5278456810(NAD 83)
 PU1235
 PU1235                          SUPERSEDED SURVEY CONTROL
 PU1235
 PU1235  NGVD 29 (??/??/92)  888.595  (m)         2915.33   (f) ADJ UNCH    2 0
 PU1235
 PU1235.Superseded values are not recommended for survey control.
 PU1235
 PU1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1235.See file dsdata.pdf to determine how the superseded data were derived.
 PU1235
 PU1235_MARKER: DD = SURVEY DISK
 PU1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1235_STAMPING: 2 PCL 1958 ET 2916
 PU1235_MARK LOGO: USGS
 PU1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1235+STABILITY: SURFACE MOTION
 PU1235
 PU1235  HISTORY     - Date     Condition        Report By
 PU1235  HISTORY     - 1958     MONUMENTED       USGS
 PU1235  HISTORY     - 1962     GOOD             CGS
 PU1235
 PU1235                          STATION DESCRIPTION
 PU1235
 PU1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1235'13.9 MI W FROM FAIRPOINT.
 PU1235'13.9 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU1235'38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 119 FEET EAST OF
 PU1235'THE CENTER LINE OF A ROAD SOUTH, 35 FEET EAST OF A FENCE CORNER,
 PU1235'2.4 FEET NORTH OF A FENCE, 0.8 FOOT NORTH OF A WITNESS POST,
 PU1235'ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU1235'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0915 ***********************************************************************
 OT0915  DESIGNATION -  2 T
 OT0915  PID         -  OT0915
 OT0915  STATE/COUNTY-  SD/SHANNON
 OT0915  COUNTRY     -  US
 OT0915  USGS QUAD   -  DENBY (2017)
 OT0915
 OT0915                         *CURRENT SURVEY CONTROL
 OT0915  ______________________________________________________________________
 OT0915* NAD 83(1986) POSITION- 43 02 48.     (N) 102 20 16.     (W)   SCALED
 OT0915* NAVD 88 ORTHO HEIGHT -  1065.115 (meters)     3494.46  (feet) ADJUSTED
 OT0915  ______________________________________________________________________
 OT0915  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 OT0915  DYNAMIC HEIGHT  -       1064.633 (meters)     3492.88  (feet) COMP
 OT0915  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 OT0915
 OT0915  VERT ORDER      -  FIRST     CLASS II
 OT0915
 OT0915.The horizontal coordinates were scaled from a map and have
 OT0915.an estimated accuracy of +/- 6 seconds.
 OT0915
 OT0915.The orthometric height was determined by differential leveling and
 OT0915.adjusted by the NATIONAL GEODETIC SURVEY
 OT0915.in June 1994.
 OT0915
 OT0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0915.GEOID18 height accuracy estimate available here.
 OT0915
 OT0915.Click photographs - Photos may exist for this station.
 OT0915
 OT0915.The dynamic height is computed by dividing the NAVD 88
 OT0915.geopotential number by the normal gravity value computed on the
 OT0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0915.degrees latitude (g = 980.6199 gals.).
 OT0915
 OT0915.The modeled gravity was interpolated from observed gravity values.
 OT0915
 OT0915;                    North         East    Units  Estimated Accuracy
 OT0915;SPC SD S     -    81,220.      436,700.      MT  (+/- 180 meters Scaled)
 OT0915
 OT0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH168694(NAD 83)
 OT0915
 OT0915                          SUPERSEDED SURVEY CONTROL
 OT0915
 OT0915.No superseded survey control is available for this station.
 OT0915
 OT0915_MARKER: DD = SURVEY DISK
 OT0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0915_STAMPING: 2 T 1966
 OT0915_MARK LOGO: USGS
 OT0915_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0915_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0915+STABILITY: SURFACE MOTION
 OT0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0915+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2013
 OT0915
 OT0915  HISTORY     - Date     Condition        Report By
 OT0915  HISTORY     - 1966     MONUMENTED       USGS
 OT0915  HISTORY     - 19930919 GOOD             NGS
 OT0915  HISTORY     - 20130107 GOOD             INDIV
 OT0915
 OT0915                          STATION DESCRIPTION
 OT0915
 OT0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0915'19.4 KM (12.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0915'OFFICE IN PINE RIDGE, 38.6 M (126.6 FT) SOUTH OF THE HIGHWAY
 OT0915'CENTERLINE, 9.6 M (31.5 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING
 OT0915'SOUTH, 6.8 M (22.3 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH LINES
 OT0915'CROSSING THE HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OT0915'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT
 OT0915'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE-- THE DISK
 OT0915'HAS BEEN MUTILATED.
 OT0915
 OT0915                          STATION RECOVERY (2013)
 OT0915
 OT0915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3951 ***********************************************************************
 AI3951  DESIGNATION -  20 000.75
 AI3951  PID         -  AI3951
 AI3951  STATE/COUNTY-  SD/HARDING
 AI3951  COUNTRY     -  US
 AI3951  USGS QUAD   -  CAPITOL ROCK (2017)
 AI3951
 AI3951                         *CURRENT SURVEY CONTROL
 AI3951  ______________________________________________________________________
 AI3951* NAD 83(1986) POSITION- 45 32 56.1    (N) 104 02 21.1    (W)   HD_HELD2
 AI3951* NAVD 88 ORTHO HEIGHT -   983.641 (meters)     3227.16  (feet) ADJUSTED
 AI3951  ______________________________________________________________________
 AI3951  GEOID HEIGHT    -        -16.072 (meters)                     GEOID18
 AI3951  DYNAMIC HEIGHT  -        983.438 (meters)     3226.50  (feet) COMP
 AI3951  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 AI3951
 AI3951  VERT ORDER      -  FIRST     CLASS II
 AI3951
 AI3951.The horizontal coordinates were established by autonomous hand held GPS
 AI3951.observations and have an estimated accuracy of +/- 10 meters.
 AI3951
 AI3951.The orthometric height was determined by differential leveling and
 AI3951.adjusted by the NATIONAL GEODETIC SURVEY
 AI3951.in April 2000.
 AI3951
 AI3951.No vertical observational check was made to the station.
 AI3951
 AI3951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3951.GEOID18 height accuracy estimate available here.
 AI3951
 AI3951.Click photographs - Photos may exist for this station.
 AI3951
 AI3951.The dynamic height is computed by dividing the NAVD 88
 AI3951.geopotential number by the normal gravity value computed on the
 AI3951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3951.degrees latitude (g = 980.6199 gals.).
 AI3951
 AI3951.The modeled gravity was interpolated from observed gravity values.
 AI3951
 AI3951;                    North         East    Units  Estimated Accuracy
 AI3951;SPC SD N     -   198,512.      284,716.      MT  (+/- 10 meters HH2 GPS)
 AI3951
 AI3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL7499944379(NAD 83)
 AI3951
 AI3951                          SUPERSEDED SURVEY CONTROL
 AI3951
 AI3951.No superseded survey control is available for this station.
 AI3951
 AI3951_MARKER: DD = SURVEY DISK
 AI3951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3951_STAMPING: 20-0.75 1997
 AI3951_MARK LOGO: SDSM
 AI3951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3951+STABILITY: SURFACE MOTION
 AI3951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3951+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 AI3951
 AI3951  HISTORY     - Date     Condition        Report By
 AI3951  HISTORY     - 1997     MONUMENTED       SDDT
 AI3951  HISTORY     - 19981030 GOOD             NGS
 AI3951  HISTORY     - 20100520 GOOD             GEOCAC
 AI3951
 AI3951                          STATION DESCRIPTION
 AI3951
 AI3951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3951'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3951'IN CAMP CROOK, THENCE 5.0 KM (3.10 MI) WESTERLY ALONG STATE HIGHWAY
 AI3951'20, 0.2 KM (0.10 MI) EAST OF THE SOUTH DAKOTA-MONTANA STATE LINE,
 AI3951'402.0 M (1318.9 FT) WEST OF MILEPOST 1, 33.7 M (110.6 FT) WEST OF
 AI3951'BENCH MARK T 32, 8.2 M (26.9 FT) NORTHEAST OF THE CENTER OF CAPITAL
 AI3951'ROCK ROAD, 10.1 M (33.1 FT) NORTH OF THE HIGHWAY CENTER, 0.4 M (1.3
 AI3951'FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 AI3951'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3951'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI3951
 AI3951                          STATION RECOVERY (2010)
 AI3951
 AI3951'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 AI3951'MARK IS NOW 0.10 FT BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3952 ***********************************************************************
 AI3952  DESIGNATION -  20 001.80
 AI3952  PID         -  AI3952
 AI3952  STATE/COUNTY-  SD/HARDING
 AI3952  COUNTRY     -  US
 AI3952  USGS QUAD   -  CAPITOL ROCK (2017)
 AI3952
 AI3952                         *CURRENT SURVEY CONTROL
 AI3952  ______________________________________________________________________
 AI3952* NAD 83(1986) POSITION- 45 32 56.     (N) 104 01 05.     (W)   SCALED
 AI3952* NAVD 88 ORTHO HEIGHT -   971.029 (meters)     3185.78  (feet) ADJUSTED
 AI3952  ______________________________________________________________________
 AI3952  GEOID HEIGHT    -        -16.077 (meters)                     GEOID18
 AI3952  DYNAMIC HEIGHT  -        970.829 (meters)     3185.13  (feet) COMP
 AI3952  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 AI3952
 AI3952  VERT ORDER      -  FIRST     CLASS II
 AI3952
 AI3952.The horizontal coordinates were scaled from a map and have
 AI3952.an estimated accuracy of +/- 6 seconds.
 AI3952
 AI3952.The orthometric height was determined by differential leveling and
 AI3952.adjusted by the NATIONAL GEODETIC SURVEY
 AI3952.in April 2000.
 AI3952
 AI3952.No vertical observational check was made to the station.
 AI3952
 AI3952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3952.GEOID18 height accuracy estimate available here.
 AI3952
 AI3952.Click photographs - Photos may exist for this station.
 AI3952
 AI3952.The dynamic height is computed by dividing the NAVD 88
 AI3952.geopotential number by the normal gravity value computed on the
 AI3952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3952.degrees latitude (g = 980.6199 gals.).
 AI3952
 AI3952.The modeled gravity was interpolated from observed gravity values.
 AI3952
 AI3952;                    North         East    Units  Estimated Accuracy
 AI3952;SPC SD N     -   198,430.      286,370.      MT  (+/- 180 meters Scaled)
 AI3952
 AI3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL766443(NAD 83)
 AI3952
 AI3952                          SUPERSEDED SURVEY CONTROL
 AI3952
 AI3952.No superseded survey control is available for this station.
 AI3952
 AI3952_MARKER: DD = SURVEY DISK
 AI3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3952_STAMPING: 20-1.80 1997
 AI3952_MARK LOGO: SDSM
 AI3952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3952+STABILITY: SURFACE MOTION
 AI3952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3952+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3952
 AI3952  HISTORY     - Date     Condition        Report By
 AI3952  HISTORY     - 1997     MONUMENTED       SDDT
 AI3952  HISTORY     - 19981030 GOOD             NGS
 AI3952
 AI3952                          STATION DESCRIPTION
 AI3952
 AI3952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3952'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3952'IN CAMP CROOK, THENCE 3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY
 AI3952'20, 374.5 M (1228.7 FT) WEST OF MILEPOST 2, 10.4 M (34.1 FT) NORTH OF
 AI3952'THE HIGHWAY CENTER, 5.0 M (16.4 FT) WEST OF THE CENTER OF A FIELD
 AI3952'ENTRANCE, 1.7 M (5.6 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY,
 AI3952'0.6 M (2.0 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AI3952'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AI3952'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI3952'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3953 ***********************************************************************
 AI3953  DESIGNATION -  20 002.80
 AI3953  PID         -  AI3953
 AI3953  STATE/COUNTY-  SD/HARDING
 AI3953  COUNTRY     -  US
 AI3953  USGS QUAD   -  CAMP CROOK (2017)
 AI3953
 AI3953                         *CURRENT SURVEY CONTROL
 AI3953  ______________________________________________________________________
 AI3953* NAD 83(1986) POSITION- 45 32 57.     (N) 103 59 49.     (W)   SCALED
 AI3953* NAVD 88 ORTHO HEIGHT -   960.722 (meters)     3151.97  (feet) ADJUSTED
 AI3953  ______________________________________________________________________
 AI3953  GEOID HEIGHT    -        -16.077 (meters)                     GEOID18
 AI3953  DYNAMIC HEIGHT  -        960.526 (meters)     3151.33  (feet) COMP
 AI3953  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 AI3953
 AI3953  VERT ORDER      -  FIRST     CLASS II
 AI3953
 AI3953.The horizontal coordinates were scaled from a map and have
 AI3953.an estimated accuracy of +/- 6 seconds.
 AI3953
 AI3953.The orthometric height was determined by differential leveling and
 AI3953.adjusted by the NATIONAL GEODETIC SURVEY
 AI3953.in April 2000.
 AI3953
 AI3953.No vertical observational check was made to the station.
 AI3953
 AI3953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3953.GEOID18 height accuracy estimate available here.
 AI3953
 AI3953.Click photographs - Photos may exist for this station.
 AI3953
 AI3953.The dynamic height is computed by dividing the NAVD 88
 AI3953.geopotential number by the normal gravity value computed on the
 AI3953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3953.degrees latitude (g = 980.6199 gals.).
 AI3953
 AI3953.The modeled gravity was interpolated from observed gravity values.
 AI3953
 AI3953;                    North         East    Units  Estimated Accuracy
 AI3953;SPC SD N     -   198,380.      288,010.      MT  (+/- 180 meters Scaled)
 AI3953
 AI3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL782444(NAD 83)
 AI3953
 AI3953                          SUPERSEDED SURVEY CONTROL
 AI3953
 AI3953.No superseded survey control is available for this station.
 AI3953
 AI3953_MARKER: DD = SURVEY DISK
 AI3953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3953_STAMPING: 20-2.80 1997
 AI3953_MARK LOGO: SDSM
 AI3953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3953+STABILITY: SURFACE MOTION
 AI3953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3953+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3953
 AI3953  HISTORY     - Date     Condition        Report By
 AI3953  HISTORY     - 1997     MONUMENTED       SDDT
 AI3953  HISTORY     - 19981030 GOOD             NGS
 AI3953
 AI3953                          STATION DESCRIPTION
 AI3953
 AI3953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3953'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3953'IN CAMP CROOK, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY
 AI3953'20, 297.0 M (974.4 FT) WEST OF MILEPOST 3, 17.5 M (57.4 FT) NORTH OF
 AI3953'AND LEVEL WITH THE HIGHWAY CENTER, 5.0 M (16.4 FT) WEST OF THE CENTER
 AI3953'OF A GATE, 3.7 M (12.1 FT) EAST OF THE EXTENDED CENTER OF THE ENTRANCE
 AI3953'TO THE FAIRVIEW CEMETERY, 1.3 M (4.3 FT) WEST OF A T-FENCE CORNER, 0.4
 AI3953'M (1.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 AI3953'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI3953'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3954 ***********************************************************************
 AI3954  DESIGNATION -  20 004.40
 AI3954  PID         -  AI3954
 AI3954  STATE/COUNTY-  SD/HARDING
 AI3954  COUNTRY     -  US
 AI3954  USGS QUAD   -  CAMP CROOK (2017)
 AI3954
 AI3954                         *CURRENT SURVEY CONTROL
 AI3954  ______________________________________________________________________
 AI3954* NAD 83(1986) POSITION- 45 32 56.     (N) 103 58 05.     (W)   SCALED
 AI3954* NAVD 88 ORTHO HEIGHT -   950.588 (meters)     3118.72  (feet) ADJUSTED
 AI3954  ______________________________________________________________________
 AI3954  GEOID HEIGHT    -        -16.071 (meters)                     GEOID18
 AI3954  DYNAMIC HEIGHT  -        950.395 (meters)     3118.09  (feet) COMP
 AI3954  MODELED GRAVITY -    980,380.0   (mgal)                       NAVD 88
 AI3954
 AI3954  VERT ORDER      -  FIRST     CLASS II
 AI3954
 AI3954.The horizontal coordinates were scaled from a map and have
 AI3954.an estimated accuracy of +/- 6 seconds.
 AI3954
 AI3954.The orthometric height was determined by differential leveling and
 AI3954.adjusted by the NATIONAL GEODETIC SURVEY
 AI3954.in April 2000.
 AI3954
 AI3954.No vertical observational check was made to the station.
 AI3954
 AI3954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3954.GEOID18 height accuracy estimate available here.
 AI3954
 AI3954.Click photographs - Photos may exist for this station.
 AI3954
 AI3954.The dynamic height is computed by dividing the NAVD 88
 AI3954.geopotential number by the normal gravity value computed on the
 AI3954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3954.degrees latitude (g = 980.6199 gals.).
 AI3954
 AI3954.The modeled gravity was interpolated from observed gravity values.
 AI3954
 AI3954;                    North         East    Units  Estimated Accuracy
 AI3954;SPC SD N     -   198,230.      290,260.      MT  (+/- 180 meters Scaled)
 AI3954
 AI3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL805444(NAD 83)
 AI3954
 AI3954                          SUPERSEDED SURVEY CONTROL
 AI3954
 AI3954.No superseded survey control is available for this station.
 AI3954
 AI3954_MARKER: DD = SURVEY DISK
 AI3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3954_STAMPING: 20-4.40 1997
 AI3954_MARK LOGO: SDSM
 AI3954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3954+STABILITY: SURFACE MOTION
 AI3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3954+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3954
 AI3954  HISTORY     - Date     Condition        Report By
 AI3954  HISTORY     - 1997     MONUMENTED       SDDT
 AI3954  HISTORY     - 19981030 GOOD             NGS
 AI3954
 AI3954                          STATION DESCRIPTION
 AI3954
 AI3954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3954'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3954'IN CAMP CROOK, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY
 AI3954'20, 616.0 M (2021.0 FT) EAST OF MILEPOST 4, 32.5 M (106.6 FT) SOUTH OF
 AI3954'THE HIGHWAY CENTERLINE, 17.8 M (58.4 FT) SOUTHEAST OF AN UNDERGROUND
 AI3954'CABLE JUNCTION BOX, 10.9 M (35.8 FT) WEST OF THE CENTER OF COUNTY ROAD
 AI3954'752, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AI3954'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AI3954'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7856 ***********************************************************************
 AC7856  CBN         -  This is a Cooperative Base Network Control Station.
 AC7856  DESIGNATION -  20 005.67
 AC7856  PID         -  AC7856
 AC7856  STATE/COUNTY-  SD/HARDING
 AC7856  COUNTRY     -  US
 AC7856  USGS QUAD   -  CAMP CROOK (2017)
 AC7856
 AC7856                         *CURRENT SURVEY CONTROL
 AC7856  ______________________________________________________________________
 AC7856* NAD 83(2011) POSITION- 45 33 03.35446(N) 103 56 26.93064(W)   ADJUSTED
 AC7856* NAD 83(2011) ELLIP HT-   940.003 (meters)        (06/27/12)   ADJUSTED
 AC7856* NAD 83(2011) EPOCH   -  2010.00
 AC7856* NAVD 88 ORTHO HEIGHT -   956.079 (meters)     3136.74  (feet) ADJUSTED
 AC7856  ______________________________________________________________________
 AC7856  GEOID HEIGHT    -        -16.059 (meters)                     GEOID18
 AC7856  NAD 83(2011) X  - -1,078,053.448 (meters)                     COMP
 AC7856  NAD 83(2011) Y  - -4,342,943.060 (meters)                     COMP
 AC7856  NAD 83(2011) Z  -  4,531,106.065 (meters)                     COMP
 AC7856  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 AC7856  DYNAMIC HEIGHT  -        955.887 (meters)     3136.11  (feet) COMP
 AC7856  MODELED GRAVITY -    980,381.9   (mgal)                       NAVD 88
 AC7856
 AC7856  VERT ORDER      -  FIRST     CLASS II
 AC7856
 AC7856  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7856  Standards:
 AC7856         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7856            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7856  -------------------------------------------------------------------
 AC7856  NETWORK    1.40   4.12           0.65   0.45   2.10     -0.14149989
 AC7856  -------------------------------------------------------------------
 AC7856  Click here for local accuracies and other accuracy information.
 AC7856
 AC7856.The horizontal coordinates were established by GPS observations
 AC7856.and adjusted by the National Geodetic Survey in June 2012.
 AC7856
 AC7856.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7856.been affixed to the stable North American tectonic plate. See 
 AC7856.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7856
 AC7856.The horizontal coordinates are valid at the epoch date displayed above
 AC7856.which is a decimal equivalence of Year/Month/Day.
 AC7856
 AC7856.The orthometric height was determined by differential leveling and
 AC7856.adjusted by the NATIONAL GEODETIC SURVEY
 AC7856.in April 2000.
 AC7856
 AC7856.No vertical observational check was made to the station.
 AC7856
 AC7856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7856.GEOID18 height accuracy estimate available here.
 AC7856
 AC7856.Click photographs - Photos may exist for this station.
 AC7856
 AC7856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7856
 AC7856.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7856
 AC7856.The ellipsoidal height was determined by GPS observations
 AC7856.and is referenced to NAD 83.
 AC7856
 AC7856.The dynamic height is computed by dividing the NAVD 88
 AC7856.geopotential number by the normal gravity value computed on the
 AC7856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7856.degrees latitude (g = 980.6199 gals.).
 AC7856
 AC7856.The modeled gravity was interpolated from observed gravity values.
 AC7856
 AC7856. The following values were computed from the NAD 83(2011) position.
 AC7856
 AC7856;                    North         East     Units Scale Factor Converg.
 AC7856;SPC SD N     -   198,356.834   292,399.973   MT  0.99997713   -2 47 20.6
 AC7856;SPC SD N     -   650,775.71    959,315.58   sFT  0.99997713   -2 47 20.6
 AC7856;UTM  13      - 5,044,700.467   582,676.084   MT  0.99968404   +0 45 22.2
 AC7856
 AC7856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7856!SPC SD N     -   0.99985265  x   0.99997713  =   0.99982978
 AC7856!UTM  13      -   0.99985265  x   0.99968404  =   0.99953674
 AC7856
 AC7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL8267644700(NAD 83)
 AC7856
 AC7856                          SUPERSEDED SURVEY CONTROL
 AC7856
 AC7856  NAD 83(2007)-  45 33 03.35435(N)    103 56 26.93176(W) AD(2002.00) 0
 AC7856  ELLIP H (02/10/07)  940.037  (m)                       GP(2002.00)    
 AC7856  ELLIP H (04/15/04)  940.038  (m)                       GP(       ) 2 1
 AC7856  NAD 83(1996)-  45 33 03.35364(N)    103 56 26.93116(W) AD(       ) B
 AC7856  ELLIP H (04/18/97)  940.111  (m)                       GP(       ) 4 1
 AC7856  NAVD 88 (04/18/97)  956.0    (m)  GEOID96  model used  GPS OBS        
 AC7856
 AC7856.Superseded values are not recommended for survey control.
 AC7856
 AC7856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7856.See file dsdata.pdf to determine how the superseded data were derived.
 AC7856
 AC7856_MARKER: Z = SEE DESCRIPTION
 AC7856_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7856_STAMPING: 20-5.67 1995
 AC7856_MARK LOGO: NGS
 AC7856_PROJECTION: FLUSH
 AC7856_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7856+STABILITY: POSITION/ELEVATION WELL
 AC7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7856+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AC7856_ROD/PIPE-DEPTH: 12.9 meters
 AC7856_SLEEVE-DEPTH  : 1.8 meters
 AC7856
 AC7856  HISTORY     - Date     Condition        Report By
 AC7856  HISTORY     - 1995     MONUMENTED       SDDT
 AC7856  HISTORY     - 19960924 GOOD             NGS
 AC7856  HISTORY     - 19981030 GOOD             NGS
 AC7856
 AC7856                          STATION DESCRIPTION
 AC7856
 AC7856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7856'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF CAMP CROOK, ON
 AC7856'STATE HIGHWAY 20.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7856'STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND COUNTY ROAD 752 ON
 AC7856'THE EAST SIDE OF CAMP COOK, GO EAST ON STATE HIGHWAY 20 FOR 1.35 MI
 AC7856'(2.17 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC7856'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7856'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.7 M (74.5
 AC7856'FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) WEST OF THE
 AC7856'CENTER OF A FIELD ENTRANCE ROAD, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD
 AC7856'POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND THE CENTER 1 OF 3
 AC7856'BRACED FENCE POSTS.  NOTE ACCESS TO THE DATUM POINT IS THROUGH A
 AC7856'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7856
 AC7856                          STATION RECOVERY (1998)
 AC7856
 AC7856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AC7856'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AC7856'IN CAMP CROOK, THENCE 2.8 KM (1.75 MI) EASTERLY ALONG STATE HIGHWAY
 AC7856'20, 497.0 M (1630.6 FT) WEST OF MILEPOST 6, 21.9 M (71.9 FT) SOUTH OF
 AC7856'THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) WEST OF THE CENTER OF A FIELD
 AC7856'ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 AC7856'FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) SOUTH OF A METAL
 AC7856'GUARD POST, AND 0.3 M (1.0 FT) NORTHWEST OF THE CENTER 1 OF 3 BRACED
 AC7856'FENCE POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7856'CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A
 AC7856'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AC7856'A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY
 AC7856'RIGHT-OF-WAY.  THE MONUMENT IS A COOPERATIVE BASE NETWORK CONTROL
 AC7856'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3955 ***********************************************************************
 AI3955  DESIGNATION -  20 006.65
 AI3955  PID         -  AI3955
 AI3955  STATE/COUNTY-  SD/HARDING
 AI3955  COUNTRY     -  US
 AI3955  USGS QUAD   -  CAMP CROOK (2017)
 AI3955
 AI3955                         *CURRENT SURVEY CONTROL
 AI3955  ______________________________________________________________________
 AI3955* NAD 83(1986) POSITION- 45 33 20.     (N) 103 55 19.     (W)   SCALED
 AI3955* NAVD 88 ORTHO HEIGHT -   962.957 (meters)     3159.30  (feet) ADJUSTED
 AI3955  ______________________________________________________________________
 AI3955  GEOID HEIGHT    -        -16.047 (meters)                     GEOID18
 AI3955  DYNAMIC HEIGHT  -        962.765 (meters)     3158.67  (feet) COMP
 AI3955  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 AI3955
 AI3955  VERT ORDER      -  FIRST     CLASS II
 AI3955
 AI3955.The horizontal coordinates were scaled from a map and have
 AI3955.an estimated accuracy of +/- 6 seconds.
 AI3955
 AI3955.The orthometric height was determined by differential leveling and
 AI3955.adjusted by the NATIONAL GEODETIC SURVEY
 AI3955.in April 2000.
 AI3955
 AI3955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3955.GEOID18 height accuracy estimate available here.
 AI3955
 AI3955.Click photographs - Photos may exist for this station.
 AI3955
 AI3955.The dynamic height is computed by dividing the NAVD 88
 AI3955.geopotential number by the normal gravity value computed on the
 AI3955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3955.degrees latitude (g = 980.6199 gals.).
 AI3955
 AI3955.The modeled gravity was interpolated from observed gravity values.
 AI3955
 AI3955;                    North         East    Units  Estimated Accuracy
 AI3955;SPC SD N     -   198,800.      293,900.      MT  (+/- 180 meters Scaled)
 AI3955
 AI3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL841452(NAD 83)
 AI3955
 AI3955                          SUPERSEDED SURVEY CONTROL
 AI3955
 AI3955.No superseded survey control is available for this station.
 AI3955
 AI3955_MARKER: DD = SURVEY DISK
 AI3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3955_STAMPING: 20-6.65 1997
 AI3955_MARK LOGO: SDSM
 AI3955_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3955+STABILITY: SURFACE MOTION
 AI3955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3955+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3955
 AI3955  HISTORY     - Date     Condition        Report By
 AI3955  HISTORY     - 1997     MONUMENTED       SDDT
 AI3955  HISTORY     - 19981030 GOOD             NGS
 AI3955
 AI3955                          STATION DESCRIPTION
 AI3955
 AI3955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3955'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3955'IN CAMP CROOK, THENCE 4.3 KM (2.65 MI) EASTERLY ALONG STATE HIGHWAY
 AI3955'20, 545.0 M (1788.1 FT) WEST OF MILEPOST 7, 22.5 M (73.8 FT) NORTH OF
 AI3955'THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) WEST OF THE CENTER OF A FIELD
 AI3955'ENTRANCE, 1.2 M (3.9 FT) SOUTHEAST OF THE CENTER 1 OF 3 BRACED FENCE
 AI3955'POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AI3955'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AI3955'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3956 ***********************************************************************
 AI3956  DESIGNATION -  20 007.65
 AI3956  PID         -  AI3956
 AI3956  STATE/COUNTY-  SD/HARDING
 AI3956  COUNTRY     -  US
 AI3956  USGS QUAD   -  CAMP CROOK (2017)
 AI3956
 AI3956                         *CURRENT SURVEY CONTROL
 AI3956  ______________________________________________________________________
 AI3956* NAD 83(1986) POSITION- 45 33 34.     (N) 103 54 09.     (W)   SCALED
 AI3956* NAVD 88 ORTHO HEIGHT -   980.469 (meters)     3216.76  (feet) ADJUSTED
 AI3956  ______________________________________________________________________
 AI3956  GEOID HEIGHT    -        -16.035 (meters)                     GEOID18
 AI3956  DYNAMIC HEIGHT  -        980.273 (meters)     3216.11  (feet) COMP
 AI3956  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 AI3956
 AI3956  VERT ORDER      -  FIRST     CLASS II
 AI3956
 AI3956.The horizontal coordinates were scaled from a map and have
 AI3956.an estimated accuracy of +/- 6 seconds.
 AI3956
 AI3956.The orthometric height was determined by differential leveling and
 AI3956.adjusted by the NATIONAL GEODETIC SURVEY
 AI3956.in April 2000.
 AI3956
 AI3956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3956.GEOID18 height accuracy estimate available here.
 AI3956
 AI3956.Click photographs - Photos may exist for this station.
 AI3956
 AI3956.The dynamic height is computed by dividing the NAVD 88
 AI3956.geopotential number by the normal gravity value computed on the
 AI3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3956.degrees latitude (g = 980.6199 gals.).
 AI3956
 AI3956.The modeled gravity was interpolated from observed gravity values.
 AI3956
 AI3956;                    North         East    Units  Estimated Accuracy
 AI3956;SPC SD N     -   199,160.      295,430.      MT  (+/- 180 meters Scaled)
 AI3956
 AI3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL856456(NAD 83)
 AI3956
 AI3956                          SUPERSEDED SURVEY CONTROL
 AI3956
 AI3956.No superseded survey control is available for this station.
 AI3956
 AI3956_MARKER: DD = SURVEY DISK
 AI3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3956_STAMPING: 20-7.65 1997
 AI3956_MARK LOGO: SDSM
 AI3956_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3956+STABILITY: SURFACE MOTION
 AI3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3956+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3956
 AI3956  HISTORY     - Date     Condition        Report By
 AI3956  HISTORY     - 1997     MONUMENTED       SDDT
 AI3956  HISTORY     - 19981030 GOOD             NGS
 AI3956
 AI3956                          STATION DESCRIPTION
 AI3956
 AI3956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3956'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3956'IN CAMP CROOK, THENCE 5.9 KM (3.65 MI) EASTERLY ALONG STATE HIGHWAY
 AI3956'20, 594.0 M (1948.8 FT) WEST OF MILEPOST 8, 22.6 M (74.1 FT) NORTH OF
 AI3956'THE HIGHWAY CENTERLINE, 12.3 M (40.4 FT) EAST OF THE CENTER OF A
 AI3956'GRAVELED ROAD, 2.4 M (7.9 FT) EAST OF A FENCE CORNER AND AN
 AI3956'UNDERGROUND CABLE WARNING SIGN, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AI3956'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AI3956'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3956'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3957 ***********************************************************************
 AI3957  DESIGNATION -  20 008.65
 AI3957  PID         -  AI3957
 AI3957  STATE/COUNTY-  SD/HARDING
 AI3957  COUNTRY     -  US
 AI3957  USGS QUAD   -  CAMP CROOK (2017)
 AI3957
 AI3957                         *CURRENT SURVEY CONTROL
 AI3957  ______________________________________________________________________
 AI3957* NAD 83(1986) POSITION- 45 33 49.     (N) 103 52 58.     (W)   SCALED
 AI3957* NAVD 88 ORTHO HEIGHT -   973.941 (meters)     3195.34  (feet) ADJUSTED
 AI3957  ______________________________________________________________________
 AI3957  GEOID HEIGHT    -        -16.024 (meters)                     GEOID18
 AI3957  DYNAMIC HEIGHT  -        973.745 (meters)     3194.70  (feet) COMP
 AI3957  MODELED GRAVITY -    980,381.3   (mgal)                       NAVD 88
 AI3957
 AI3957  VERT ORDER      -  FIRST     CLASS II
 AI3957
 AI3957.The horizontal coordinates were scaled from a map and have
 AI3957.an estimated accuracy of +/- 6 seconds.
 AI3957
 AI3957.The orthometric height was determined by differential leveling and
 AI3957.adjusted by the NATIONAL GEODETIC SURVEY
 AI3957.in April 2000.
 AI3957
 AI3957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3957.GEOID18 height accuracy estimate available here.
 AI3957
 AI3957.Click photographs - Photos may exist for this station.
 AI3957
 AI3957.The dynamic height is computed by dividing the NAVD 88
 AI3957.geopotential number by the normal gravity value computed on the
 AI3957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3957.degrees latitude (g = 980.6199 gals.).
 AI3957
 AI3957.The modeled gravity was interpolated from observed gravity values.
 AI3957
 AI3957;                    North         East    Units  Estimated Accuracy
 AI3957;SPC SD N     -   199,550.      296,990.      MT  (+/- 180 meters Scaled)
 AI3957
 AI3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL871461(NAD 83)
 AI3957
 AI3957                          SUPERSEDED SURVEY CONTROL
 AI3957
 AI3957.No superseded survey control is available for this station.
 AI3957
 AI3957_MARKER: DD = SURVEY DISK
 AI3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3957_STAMPING: 20-8.65 1997
 AI3957_MARK LOGO: SDSM
 AI3957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3957+STABILITY: SURFACE MOTION
 AI3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3957+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3957
 AI3957  HISTORY     - Date     Condition        Report By
 AI3957  HISTORY     - 1997     MONUMENTED       SDDT
 AI3957  HISTORY     - 19981030 GOOD             NGS
 AI3957
 AI3957                          STATION DESCRIPTION
 AI3957
 AI3957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3957'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3957'IN CAMP CROOK, THENCE 7.5 KM (4.65 MI) EASTERLY ALONG STATE HIGHWAY
 AI3957'20, 553.0 M (1814.3 FT) WEST OF MILEPOST 9, 22.6 M (74.1 FT) SOUTH OF
 AI3957'THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) EAST OF THE WEST END OF 2
 AI3957'BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AI3957'M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI3957'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI3957'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3958 ***********************************************************************
 AI3958  DESIGNATION -  20 009.65
 AI3958  PID         -  AI3958
 AI3958  STATE/COUNTY-  SD/HARDING
 AI3958  COUNTRY     -  US
 AI3958  USGS QUAD   -  PINE SPRING (2017)
 AI3958
 AI3958                         *CURRENT SURVEY CONTROL
 AI3958  ______________________________________________________________________
 AI3958* NAD 83(1986) POSITION- 45 34 06.     (N) 103 51 57.     (W)   SCALED
 AI3958* NAVD 88 ORTHO HEIGHT -   986.013 (meters)     3234.94  (feet) ADJUSTED
 AI3958  ______________________________________________________________________
 AI3958  GEOID HEIGHT    -        -16.012 (meters)                     GEOID18
 AI3958  DYNAMIC HEIGHT  -        985.814 (meters)     3234.29  (feet) COMP
 AI3958  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 AI3958
 AI3958  VERT ORDER      -  FIRST     CLASS II
 AI3958
 AI3958.The horizontal coordinates were scaled from a map and have
 AI3958.an estimated accuracy of +/- 6 seconds.
 AI3958
 AI3958.The orthometric height was determined by differential leveling and
 AI3958.adjusted by the NATIONAL GEODETIC SURVEY
 AI3958.in April 2000.
 AI3958
 AI3958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3958.GEOID18 height accuracy estimate available here.
 AI3958
 AI3958.Click photographs - Photos may exist for this station.
 AI3958
 AI3958.The dynamic height is computed by dividing the NAVD 88
 AI3958.geopotential number by the normal gravity value computed on the
 AI3958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3958.degrees latitude (g = 980.6199 gals.).
 AI3958
 AI3958.The modeled gravity was interpolated from observed gravity values.
 AI3958
 AI3958;                    North         East    Units  Estimated Accuracy
 AI3958;SPC SD N     -   200,010.      298,340.      MT  (+/- 180 meters Scaled)
 AI3958
 AI3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL885467(NAD 83)
 AI3958
 AI3958                          SUPERSEDED SURVEY CONTROL
 AI3958
 AI3958.No superseded survey control is available for this station.
 AI3958
 AI3958_MARKER: DD = SURVEY DISK
 AI3958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3958_STAMPING: 20-9.65 1997
 AI3958_MARK LOGO: SDSM
 AI3958_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3958+STABILITY: SURFACE MOTION
 AI3958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3958+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3958
 AI3958  HISTORY     - Date     Condition        Report By
 AI3958  HISTORY     - 1997     MONUMENTED       SDDT
 AI3958  HISTORY     - 19981030 GOOD             NGS
 AI3958
 AI3958                          STATION DESCRIPTION
 AI3958
 AI3958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3958'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3958'IN CAMP CROOK, THENCE 8.9 KM (5.55 MI) EASTERLY ALONG STATE HIGHWAY
 AI3958'20, 850.0 M (2788.7 FT) EAST OF MILEPOST 9, 22.3 M (73.2 FT) SOUTHEAST
 AI3958'OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) NORTHEAST OF THE CENTER OF
 AI3958'A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AI3958'(1.3 FT) NORTHWEST OF A WITNESS POST AND THE CENTER 1 OF 3 BRACED
 AI3958'FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3958'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3959 ***********************************************************************
 AI3959  DESIGNATION -  20 010.75
 AI3959  PID         -  AI3959
 AI3959  STATE/COUNTY-  SD/HARDING
 AI3959  COUNTRY     -  US
 AI3959  USGS QUAD   -  PINE SPRING (2017)
 AI3959
 AI3959                         *CURRENT SURVEY CONTROL
 AI3959  ______________________________________________________________________
 AI3959* NAD 83(1986) POSITION- 45 34 43.     (N) 103 50 47.     (W)   SCALED
 AI3959* NAVD 88 ORTHO HEIGHT -  1021.414 (meters)     3351.09  (feet) ADJUSTED
 AI3959  ______________________________________________________________________
 AI3959  GEOID HEIGHT    -        -15.995 (meters)                     GEOID18
 AI3959  DYNAMIC HEIGHT  -       1021.209 (meters)     3350.42  (feet) COMP
 AI3959  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 AI3959
 AI3959  VERT ORDER      -  FIRST     CLASS II
 AI3959
 AI3959.The horizontal coordinates were scaled from a map and have
 AI3959.an estimated accuracy of +/- 6 seconds.
 AI3959
 AI3959.The orthometric height was determined by differential leveling and
 AI3959.adjusted by the NATIONAL GEODETIC SURVEY
 AI3959.in April 2000.
 AI3959
 AI3959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3959.GEOID18 height accuracy estimate available here.
 AI3959
 AI3959.Click photographs - Photos may exist for this station.
 AI3959
 AI3959.The dynamic height is computed by dividing the NAVD 88
 AI3959.geopotential number by the normal gravity value computed on the
 AI3959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3959.degrees latitude (g = 980.6199 gals.).
 AI3959
 AI3959.The modeled gravity was interpolated from observed gravity values.
 AI3959
 AI3959;                    North         East    Units  Estimated Accuracy
 AI3959;SPC SD N     -   201,080.      299,910.      MT  (+/- 180 meters Scaled)
 AI3959
 AI3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL900478(NAD 83)
 AI3959
 AI3959                          SUPERSEDED SURVEY CONTROL
 AI3959
 AI3959.No superseded survey control is available for this station.
 AI3959
 AI3959_MARKER: Z = SEE DESCRIPTION
 AI3959_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI3959_STAMPING: 20-10.75 1998
 AI3959_MARK LOGO: NGS
 AI3959_PROJECTION: FLUSH
 AI3959_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI3959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3959+STABILITY: POSITION/ELEVATION WELL
 AI3959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3959+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3959_ROD/PIPE-DEPTH: 13.0 meters
 AI3959_SLEEVE-DEPTH  : 1.4 meters
 AI3959
 AI3959  HISTORY     - Date     Condition        Report By
 AI3959  HISTORY     - 1998     MONUMENTED       SDDT
 AI3959  HISTORY     - 19981030 GOOD             NGS
 AI3959
 AI3959                          STATION DESCRIPTION
 AI3959
 AI3959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3959'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3959'IN CAMP CROOK, THENCE 10.8 KM (6.70 MI) EASTERLY ALONG STATE HIGHWAY
 AI3959'20, 472.0 M (1548.6 FT) WEST OF MILEPOST 11, 23.0 M (75.5 FT)
 AI3959'SOUTHEAST OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) EAST OF THE
 AI3959'CENTER OF COUNTY ROAD 897, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AI3959'HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.3
 AI3959'M (1.0 FT) SOUTHEAST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AI3959'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE
 AI3959'CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AI3959'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE
 AI3959'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3960 ***********************************************************************
 AI3960  DESIGNATION -  20 011.65
 AI3960  PID         -  AI3960
 AI3960  STATE/COUNTY-  SD/HARDING
 AI3960  COUNTRY     -  US
 AI3960  USGS QUAD   -  PINE SPRING (2017)
 AI3960
 AI3960                         *CURRENT SURVEY CONTROL
 AI3960  ______________________________________________________________________
 AI3960* NAD 83(1986) POSITION- 45 34 49.     (N) 103 49 39.     (W)   SCALED
 AI3960* NAVD 88 ORTHO HEIGHT -  1004.603 (meters)     3295.94  (feet) ADJUSTED
 AI3960  ______________________________________________________________________
 AI3960  GEOID HEIGHT    -        -15.988 (meters)                     GEOID18
 AI3960  DYNAMIC HEIGHT  -       1004.398 (meters)     3295.26  (feet) COMP
 AI3960  MODELED GRAVITY -    980,377.7   (mgal)                       NAVD 88
 AI3960
 AI3960  VERT ORDER      -  FIRST     CLASS II
 AI3960
 AI3960.The horizontal coordinates were scaled from a map and have
 AI3960.an estimated accuracy of +/- 6 seconds.
 AI3960
 AI3960.The orthometric height was determined by differential leveling and
 AI3960.adjusted by the NATIONAL GEODETIC SURVEY
 AI3960.in April 2000.
 AI3960
 AI3960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3960.GEOID18 height accuracy estimate available here.
 AI3960
 AI3960.Click photographs - Photos may exist for this station.
 AI3960
 AI3960.The dynamic height is computed by dividing the NAVD 88
 AI3960.geopotential number by the normal gravity value computed on the
 AI3960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3960.degrees latitude (g = 980.6199 gals.).
 AI3960
 AI3960.The modeled gravity was interpolated from observed gravity values.
 AI3960
 AI3960;                    North         East    Units  Estimated Accuracy
 AI3960;SPC SD N     -   201,190.      301,390.      MT  (+/- 180 meters Scaled)
 AI3960
 AI3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL914480(NAD 83)
 AI3960
 AI3960                          SUPERSEDED SURVEY CONTROL
 AI3960
 AI3960.No superseded survey control is available for this station.
 AI3960
 AI3960_MARKER: DD = SURVEY DISK
 AI3960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3960_STAMPING: 20-11.65 1997
 AI3960_MARK LOGO: SDSM
 AI3960_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3960+STABILITY: SURFACE MOTION
 AI3960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3960+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3960
 AI3960  HISTORY     - Date     Condition        Report By
 AI3960  HISTORY     - 1997     MONUMENTED       SDDT
 AI3960  HISTORY     - 19981030 GOOD             NGS
 AI3960
 AI3960                          STATION DESCRIPTION
 AI3960
 AI3960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3960'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3960'IN CAMP CROOK, THENCE 12.3 KM (7.65 MI) EASTERLY ALONG STATE HIGHWAY
 AI3960'20, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT)
 AI3960'EAST OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AI3960'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND THE EAST END OF 3
 AI3960'BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3960'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3961 ***********************************************************************
 AI3961  DESIGNATION -  20 013.90
 AI3961  PID         -  AI3961
 AI3961  STATE/COUNTY-  SD/HARDING
 AI3961  COUNTRY     -  US
 AI3961  USGS QUAD   -  PINE SPRING (2017)
 AI3961
 AI3961                         *CURRENT SURVEY CONTROL
 AI3961  ______________________________________________________________________
 AI3961* NAD 83(1986) POSITION- 45 35 01.     (N) 103 48 36.     (W)   SCALED
 AI3961* NAVD 88 ORTHO HEIGHT -  1006.230 (meters)     3301.27  (feet) ADJUSTED
 AI3961  ______________________________________________________________________
 AI3961  GEOID HEIGHT    -        -15.980 (meters)                     GEOID18
 AI3961  DYNAMIC HEIGHT  -       1006.028 (meters)     3300.61  (feet) COMP
 AI3961  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 AI3961
 AI3961  VERT ORDER      -  FIRST     CLASS II
 AI3961
 AI3961.The horizontal coordinates were scaled from a map and have
 AI3961.an estimated accuracy of +/- 6 seconds.
 AI3961
 AI3961.The orthometric height was determined by differential leveling and
 AI3961.adjusted by the NATIONAL GEODETIC SURVEY
 AI3961.in April 2000.
 AI3961
 AI3961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3961.GEOID18 height accuracy estimate available here.
 AI3961
 AI3961.Click photographs - Photos may exist for this station.
 AI3961
 AI3961.The dynamic height is computed by dividing the NAVD 88
 AI3961.geopotential number by the normal gravity value computed on the
 AI3961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3961.degrees latitude (g = 980.6199 gals.).
 AI3961
 AI3961.The modeled gravity was interpolated from observed gravity values.
 AI3961
 AI3961;                    North         East    Units  Estimated Accuracy
 AI3961;SPC SD N     -   201,500.      302,770.      MT  (+/- 180 meters Scaled)
 AI3961
 AI3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL928484(NAD 83)
 AI3961
 AI3961                          SUPERSEDED SURVEY CONTROL
 AI3961
 AI3961.No superseded survey control is available for this station.
 AI3961
 AI3961_MARKER: DD = SURVEY DISK
 AI3961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3961_STAMPING: 20-13.90 1997
 AI3961_MARK LOGO: SDSM
 AI3961_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3961+STABILITY: SURFACE MOTION
 AI3961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3961+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3961
 AI3961  HISTORY     - Date     Condition        Report By
 AI3961  HISTORY     - 1997     MONUMENTED       SDDT
 AI3961  HISTORY     - 19981030 GOOD             NGS
 AI3961
 AI3961                          STATION DESCRIPTION
 AI3961
 AI3961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3961'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3961'IN CAMP CROOK, THENCE 13.8 KM (8.55 MI) EASTERLY ALONG STATE HIGHWAY
 AI3961'20, 201.0 M (659.4 FT) SOUTHWEST OF MILEPOST 14, 22.5 M (73.8 FT)
 AI3961'NORTHWEST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF
 AI3961'THE HIGHWAY, 1.1 M (3.6 FT) SOUTHWEST OF THE EAST END OF 2 BRACED
 AI3961'FENCE POSTS AND AN UNDERGROUND CABLE WARNING SIGN, 0.6 M (2.0 FT)
 AI3961'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AI3961'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3962 ***********************************************************************
 AI3962  DESIGNATION -  20 014.80
 AI3962  PID         -  AI3962
 AI3962  STATE/COUNTY-  SD/HARDING
 AI3962  COUNTRY     -  US
 AI3962  USGS QUAD   -  PINE SPRING (2017)
 AI3962
 AI3962                         *CURRENT SURVEY CONTROL
 AI3962  ______________________________________________________________________
 AI3962* NAD 83(1986) POSITION- 45 35 06.     (N) 103 47 34.     (W)   SCALED
 AI3962* NAVD 88 ORTHO HEIGHT -   997.330 (meters)     3272.07  (feet) ADJUSTED
 AI3962  ______________________________________________________________________
 AI3962  GEOID HEIGHT    -        -15.974 (meters)                     GEOID18
 AI3962  DYNAMIC HEIGHT  -        997.133 (meters)     3271.43  (feet) COMP
 AI3962  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 AI3962
 AI3962  VERT ORDER      -  FIRST     CLASS II
 AI3962
 AI3962.The horizontal coordinates were scaled from a map and have
 AI3962.an estimated accuracy of +/- 6 seconds.
 AI3962
 AI3962.The orthometric height was determined by differential leveling and
 AI3962.adjusted by the NATIONAL GEODETIC SURVEY
 AI3962.in April 2000.
 AI3962
 AI3962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3962.GEOID18 height accuracy estimate available here.
 AI3962
 AI3962.Click photographs - Photos may exist for this station.
 AI3962
 AI3962.The dynamic height is computed by dividing the NAVD 88
 AI3962.geopotential number by the normal gravity value computed on the
 AI3962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3962.degrees latitude (g = 980.6199 gals.).
 AI3962
 AI3962.The modeled gravity was interpolated from observed gravity values.
 AI3962
 AI3962;                    North         East    Units  Estimated Accuracy
 AI3962;SPC SD N     -   201,590.      304,120.      MT  (+/- 180 meters Scaled)
 AI3962
 AI3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL941486(NAD 83)
 AI3962
 AI3962                          SUPERSEDED SURVEY CONTROL
 AI3962
 AI3962.No superseded survey control is available for this station.
 AI3962
 AI3962_MARKER: DD = SURVEY DISK
 AI3962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3962_STAMPING: 20-14.80 1997
 AI3962_MARK LOGO: SDSM
 AI3962_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3962+STABILITY: SURFACE MOTION
 AI3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3962+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3962
 AI3962  HISTORY     - Date     Condition        Report By
 AI3962  HISTORY     - 1997     MONUMENTED       SDDT
 AI3962  HISTORY     - 19981030 GOOD             NGS
 AI3962
 AI3962                          STATION DESCRIPTION
 AI3962
 AI3962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3962'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3962'IN CAMP CROOK, THENCE 15.3 KM (9.50 MI) EASTERLY ALONG STATE HIGHWAY
 AI3962'20, 310.0 M (1017.1 FT) WEST OF MILEPOST 15, 22.7 M (74.5 FT)
 AI3962'SOUTHWEST OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) NORTHWEST OF THE
 AI3962'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) EAST OF THE CENTER 1 OF 3
 AI3962'BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AI3962'M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI3962'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI3962'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3963 ***********************************************************************
 AI3963  DESIGNATION -  20 015.60
 AI3963  PID         -  AI3963
 AI3963  STATE/COUNTY-  SD/HARDING
 AI3963  COUNTRY     -  US
 AI3963  USGS QUAD   -  PINE SPRING (2017)
 AI3963
 AI3963                         *CURRENT SURVEY CONTROL
 AI3963  ______________________________________________________________________
 AI3963* NAD 83(1986) POSITION- 45 34 48.     (N) 103 46 40.     (W)   SCALED
 AI3963* NAVD 88 ORTHO HEIGHT -   958.443 (meters)     3144.49  (feet) ADJUSTED
 AI3963  ______________________________________________________________________
 AI3963  GEOID HEIGHT    -        -15.978 (meters)                     GEOID18
 AI3963  DYNAMIC HEIGHT  -        958.254 (meters)     3143.87  (feet) COMP
 AI3963  MODELED GRAVITY -    980,386.0   (mgal)                       NAVD 88
 AI3963
 AI3963  VERT ORDER      -  FIRST     CLASS II
 AI3963
 AI3963.The horizontal coordinates were scaled from a map and have
 AI3963.an estimated accuracy of +/- 6 seconds.
 AI3963
 AI3963.The orthometric height was determined by differential leveling and
 AI3963.adjusted by the NATIONAL GEODETIC SURVEY
 AI3963.in April 2000.
 AI3963
 AI3963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3963.GEOID18 height accuracy estimate available here.
 AI3963
 AI3963.Click photographs - Photos may exist for this station.
 AI3963
 AI3963.The dynamic height is computed by dividing the NAVD 88
 AI3963.geopotential number by the normal gravity value computed on the
 AI3963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3963.degrees latitude (g = 980.6199 gals.).
 AI3963
 AI3963.The modeled gravity was interpolated from observed gravity values.
 AI3963
 AI3963;                    North         East    Units  Estimated Accuracy
 AI3963;SPC SD N     -   200,980.      305,270.      MT  (+/- 180 meters Scaled)
 AI3963
 AI3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL953481(NAD 83)
 AI3963
 AI3963                          SUPERSEDED SURVEY CONTROL
 AI3963
 AI3963.No superseded survey control is available for this station.
 AI3963
 AI3963_MARKER: DD = SURVEY DISK
 AI3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3963_STAMPING: 20-15.60 1997
 AI3963_MARK LOGO: SDSM
 AI3963_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3963+STABILITY: SURFACE MOTION
 AI3963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3963+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3963
 AI3963  HISTORY     - Date     Condition        Report By
 AI3963  HISTORY     - 1997     MONUMENTED       SDDT
 AI3963  HISTORY     - 19981030 GOOD             NGS
 AI3963
 AI3963                          STATION DESCRIPTION
 AI3963
 AI3963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3963'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3963'IN CAMP CROOK, THENCE 16.6 KM (10.30 MI) EASTERLY ALONG STATE HIGHWAY
 AI3963'20, 627.0 M (2057.1 FT) WEST OF MILEPOST 16, 22.1 M (72.5 FT)
 AI3963'NORTHEAST OF THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) NORTHWEST OF THE
 AI3963'CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) SOUTHEAST OF THE CENTER 1
 AI3963'OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AI3963'HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 AI3963'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3963'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3964 ***********************************************************************
 AI3964  DESIGNATION -  20 016.45
 AI3964  PID         -  AI3964
 AI3964  STATE/COUNTY-  SD/HARDING
 AI3964  COUNTRY     -  US
 AI3964  USGS QUAD   -  PINE SPRING (2017)
 AI3964
 AI3964                         *CURRENT SURVEY CONTROL
 AI3964  ______________________________________________________________________
 AI3964* NAD 83(1986) POSITION- 45 34 29.     (N) 103 45 42.     (W)   SCALED
 AI3964* NAVD 88 ORTHO HEIGHT -   939.528 (meters)     3082.43  (feet) ADJUSTED
 AI3964  ______________________________________________________________________
 AI3964  GEOID HEIGHT    -        -15.981 (meters)                     GEOID18
 AI3964  DYNAMIC HEIGHT  -        939.344 (meters)     3081.83  (feet) COMP
 AI3964  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 AI3964
 AI3964  VERT ORDER      -  FIRST     CLASS II
 AI3964
 AI3964.The horizontal coordinates were scaled from a map and have
 AI3964.an estimated accuracy of +/- 6 seconds.
 AI3964
 AI3964.The orthometric height was determined by differential leveling and
 AI3964.adjusted by the NATIONAL GEODETIC SURVEY
 AI3964.in April 2000.
 AI3964
 AI3964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3964.GEOID18 height accuracy estimate available here.
 AI3964
 AI3964.Click photographs - Photos may exist for this station.
 AI3964
 AI3964.The dynamic height is computed by dividing the NAVD 88
 AI3964.geopotential number by the normal gravity value computed on the
 AI3964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3964.degrees latitude (g = 980.6199 gals.).
 AI3964
 AI3964.The modeled gravity was interpolated from observed gravity values.
 AI3964
 AI3964;                    North         East    Units  Estimated Accuracy
 AI3964;SPC SD N     -   200,330.      306,500.      MT  (+/- 180 meters Scaled)
 AI3964
 AI3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL966475(NAD 83)
 AI3964
 AI3964                          SUPERSEDED SURVEY CONTROL
 AI3964
 AI3964.No superseded survey control is available for this station.
 AI3964
 AI3964_MARKER: DB = BENCH MARK DISK
 AI3964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3964_STAMPING: 20-16.45
 AI3964_MARK LOGO: SDDT
 AI3964_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3964+STABILITY: SURFACE MOTION
 AI3964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3964+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3964
 AI3964  HISTORY     - Date     Condition        Report By
 AI3964  HISTORY     - 1984     MONUMENTED       SDDT
 AI3964  HISTORY     - 19981030 GOOD             NGS
 AI3964
 AI3964                          STATION DESCRIPTION
 AI3964
 AI3964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3964'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI3964'IN CAMP CROOK, THENCE 17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY
 AI3964'20, 727.0 M (2385.2 FT) EAST OF MILEPOST 16, 22.1 M (72.5 FT) NORTH OF
 AI3964'THE HIGHWAY CENTERLINE, 5.6 M (18.4 FT) EAST OF THE CENTER OF A FIELD
 AI3964'ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AI3964'FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE
 AI3964'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AI3964'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3965 ***********************************************************************
 AI3965  CBN         -  This is a Cooperative Base Network Control Station.
 AI3965  DESIGNATION -  20 018.00
 AI3965  PID         -  AI3965
 AI3965  STATE/COUNTY-  SD/HARDING
 AI3965  COUNTRY     -  US
 AI3965  USGS QUAD   -  SADDLE BUTTE (2017)
 AI3965
 AI3965                         *CURRENT SURVEY CONTROL
 AI3965  ______________________________________________________________________
 AI3965* NAD 83(2011) POSITION- 45 34 28.88261(N) 103 43 49.03807(W)   ADJUSTED
 AI3965* NAD 83(2011) ELLIP HT-   923.940 (meters)        (06/27/12)   ADJUSTED
 AI3965* NAD 83(2011) EPOCH   -  2010.00
 AI3965* NAVD 88 ORTHO HEIGHT -   939.903 (meters)     3083.67  (feet) ADJUSTED
 AI3965  ______________________________________________________________________
 AI3965  GEOID HEIGHT    -        -15.973 (meters)                     GEOID18
 AI3965  NAD 83(2011) X  - -1,061,638.409 (meters)                     COMP
 AI3965  NAD 83(2011) Y  - -4,345,032.209 (meters)                     COMP
 AI3965  NAD 83(2011) Z  -  4,532,943.559 (meters)                     COMP
 AI3965  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 AI3965  DYNAMIC HEIGHT  -        939.726 (meters)     3083.08  (feet) COMP
 AI3965  MODELED GRAVITY -    980,395.4   (mgal)                       NAVD 88
 AI3965
 AI3965  VERT ORDER      -  FIRST     CLASS II
 AI3965
 AI3965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3965  Standards:
 AI3965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3965  -------------------------------------------------------------------
 AI3965  NETWORK    0.63   1.27           0.28   0.23   0.65     -0.06180785
 AI3965  -------------------------------------------------------------------
 AI3965  Click here for local accuracies and other accuracy information.
 AI3965
 AI3965.The horizontal coordinates were established by GPS observations
 AI3965.and adjusted by the National Geodetic Survey in June 2012.
 AI3965
 AI3965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3965.been affixed to the stable North American tectonic plate. See 
 AI3965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3965
 AI3965.The horizontal coordinates are valid at the epoch date displayed above
 AI3965.which is a decimal equivalence of Year/Month/Day.
 AI3965
 AI3965.The orthometric height was determined by differential leveling and
 AI3965.adjusted by the NATIONAL GEODETIC SURVEY
 AI3965.in April 2000.
 AI3965
 AI3965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3965.GEOID18 height accuracy estimate available here.
 AI3965
 AI3965.Click photographs - Photos may exist for this station.
 AI3965
 AI3965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3965
 AI3965.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3965
 AI3965.The ellipsoidal height was determined by GPS observations
 AI3965.and is referenced to NAD 83.
 AI3965
 AI3965.The dynamic height is computed by dividing the NAVD 88
 AI3965.geopotential number by the normal gravity value computed on the
 AI3965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3965.degrees latitude (g = 980.6199 gals.).
 AI3965
 AI3965.The modeled gravity was interpolated from observed gravity values.
 AI3965
 AI3965. The following values were computed from the NAD 83(2011) position.
 AI3965
 AI3965;                    North         East     Units Scale Factor Converg.
 AI3965;SPC SD N     -   200,215.926   308,942.210   MT  0.99998084   -2 38 24.2
 AI3965;SPC SD N     -   656,875.08  1,013,587.90   sFT  0.99998084   -2 38 24.2
 AI3965;UTM  13      - 5,047,578.356   599,067.118   MT  0.99972066   +0 54 24.7
 AI3965
 AI3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3965!SPC SD N     -   0.99985517  x   0.99998084  =   0.99983601
 AI3965!UTM  13      -   0.99985517  x   0.99972066  =   0.99957587
 AI3965
 AI3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9906747578(NAD 83)
 AI3965
 AI3965                          SUPERSEDED SURVEY CONTROL
 AI3965
 AI3965  NAD 83(2007)-  45 34 28.88253(N)    103 43 49.03915(W) AD(2002.00) 0
 AI3965  ELLIP H (02/10/07)  923.969  (m)                       GP(2002.00)    
 AI3965  NAD 83(1996)-  45 34 28.88199(N)    103 43 49.03913(W) AD(       ) A
 AI3965  ELLIP H (06/23/03)  923.958  (m)                       GP(       ) 3 1
 AI3965  NAVD 88             939.90   (m)         3083.7    (f) LEVELING    3  
 AI3965
 AI3965.Superseded values are not recommended for survey control.
 AI3965
 AI3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3965.See file dsdata.pdf to determine how the superseded data were derived.
 AI3965
 AI3965_MARKER: Z = SEE DESCRIPTION
 AI3965_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI3965_STAMPING: 20-18.00 1998
 AI3965_MARK LOGO: NGS
 AI3965_PROJECTION: FLUSH
 AI3965_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI3965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3965+STABILITY: POSITION/ELEVATION WELL
 AI3965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3965+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AI3965_ROD/PIPE-DEPTH: 13.0 meters
 AI3965_SLEEVE-DEPTH  : 2.00 meters
 AI3965
 AI3965  HISTORY     - Date     Condition        Report By
 AI3965  HISTORY     - 1998     MONUMENTED       SDDT
 AI3965  HISTORY     - 19981030 GOOD             NGS
 AI3965  HISTORY     - 20020514 GOOD             SDDT
 AI3965
 AI3965                          STATION DESCRIPTION
 AI3965
 AI3965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3965'15.3 KM (9.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI3965'U.S. HIGHWAY 85 IN BUFFALO, 32.5 M (106.6 FT) NORTHWEST OF MILEPOST
 AI3965'18, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AI3965'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST
 AI3965'AND THE WEST END OF 2 BRACED FENCE POSTS, AND 0.4 M (1.3 FT) NORTH OF
 AI3965'A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI3965'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP. THE DATUM
 AI3965'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI3965'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON
 AI3965'HIGHWAY RIGHT-OF-WAY.
 AI3965
 AI3965                          STATION RECOVERY (2002)
 AI3965
 AI3965'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AI3965'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3966 ***********************************************************************
 AI3966  DESIGNATION -  20 018.90
 AI3966  PID         -  AI3966
 AI3966  STATE/COUNTY-  SD/HARDING
 AI3966  COUNTRY     -  US
 AI3966  USGS QUAD   -  SADDLE BUTTE (2017)
 AI3966
 AI3966                         *CURRENT SURVEY CONTROL
 AI3966  ______________________________________________________________________
 AI3966* NAD 83(1986) POSITION- 45 34 54.8    (N) 103 43 01.9    (W)   HD_HELD2
 AI3966* NAVD 88 ORTHO HEIGHT -   929.550 (meters)     3049.70  (feet) ADJUSTED
 AI3966  ______________________________________________________________________
 AI3966  GEOID HEIGHT    -        -15.961 (meters)                     GEOID18
 AI3966  DYNAMIC HEIGHT  -        929.381 (meters)     3049.14  (feet) COMP
 AI3966  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 AI3966
 AI3966  VERT ORDER      -  FIRST     CLASS II
 AI3966
 AI3966.The horizontal coordinates were established by autonomous hand held GPS
 AI3966.observations and have an estimated accuracy of +/- 10 meters.
 AI3966
 AI3966.The orthometric height was determined by differential leveling and
 AI3966.adjusted by the NATIONAL GEODETIC SURVEY
 AI3966.in April 2000.
 AI3966
 AI3966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3966.GEOID18 height accuracy estimate available here.
 AI3966
 AI3966.Click photographs - Photos may exist for this station.
 AI3966
 AI3966.The dynamic height is computed by dividing the NAVD 88
 AI3966.geopotential number by the normal gravity value computed on the
 AI3966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3966.degrees latitude (g = 980.6199 gals.).
 AI3966
 AI3966.The modeled gravity was interpolated from observed gravity values.
 AI3966
 AI3966;                    North         East    Units  Estimated Accuracy
 AI3966;SPC SD N     -   200,968.      310,000.      MT  (+/- 10 meters HH2 GPS)
 AI3966
 AI3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0007548394(NAD 83)
 AI3966
 AI3966                          SUPERSEDED SURVEY CONTROL
 AI3966
 AI3966.No superseded survey control is available for this station.
 AI3966
 AI3966_MARKER: DD = SURVEY DISK
 AI3966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3966_STAMPING: 20-18.90 1997
 AI3966_MARK LOGO: SDSM
 AI3966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3966+STABILITY: SURFACE MOTION
 AI3966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3966+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 AI3966
 AI3966  HISTORY     - Date     Condition        Report By
 AI3966  HISTORY     - 1997     MONUMENTED       SDDT
 AI3966  HISTORY     - 19981030 GOOD             NGS
 AI3966  HISTORY     - 20100520 GOOD             GEOCAC
 AI3966
 AI3966                          STATION DESCRIPTION
 AI3966
 AI3966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3966'13.9 KM (8.65 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI3966'U.S. HIGHWAY 85 IN BUFFALO, 175.0 M (574.1 FT) WEST OF MILEPOST 19,
 AI3966'42.4 M (139.1 FT) NORTH OF BENCH MARK H 32, 22.7 M (74.5 FT) SOUTHEAST
 AI3966'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTH OF THE
 AI3966'SOUTH END OF 2 BRACED FENCE POSTS, 0.4 M (1.3 FT) NORTHWEST OF A
 AI3966'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI3966'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI3966
 AI3966                          STATION RECOVERY (2010)
 AI3966
 AI3966'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 AI3966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3967 ***********************************************************************
 AI3967  DESIGNATION -  20 020.00
 AI3967  PID         -  AI3967
 AI3967  STATE/COUNTY-  SD/HARDING
 AI3967  COUNTRY     -  US
 AI3967  USGS QUAD   -  SADDLE BUTTE (2017)
 AI3967
 AI3967                         *CURRENT SURVEY CONTROL
 AI3967  ______________________________________________________________________
 AI3967* NAD 83(1986) POSITION- 45 35 21.     (N) 103 41 57.     (W)   SCALED
 AI3967* NAVD 88 ORTHO HEIGHT -   923.517 (meters)     3029.91  (feet) ADJUSTED
 AI3967  ______________________________________________________________________
 AI3967  GEOID HEIGHT    -        -15.947 (meters)                     GEOID18
 AI3967  DYNAMIC HEIGHT  -        923.356 (meters)     3029.38  (feet) COMP
 AI3967  MODELED GRAVITY -    980,409.9   (mgal)                       NAVD 88
 AI3967
 AI3967  VERT ORDER      -  FIRST     CLASS II
 AI3967
 AI3967.The horizontal coordinates were scaled from a map and have
 AI3967.an estimated accuracy of +/- 6 seconds.
 AI3967
 AI3967.The orthometric height was determined by differential leveling and
 AI3967.adjusted by the NATIONAL GEODETIC SURVEY
 AI3967.in April 2000.
 AI3967
 AI3967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3967.GEOID18 height accuracy estimate available here.
 AI3967
 AI3967.Click photographs - Photos may exist for this station.
 AI3967
 AI3967.The dynamic height is computed by dividing the NAVD 88
 AI3967.geopotential number by the normal gravity value computed on the
 AI3967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3967.degrees latitude (g = 980.6199 gals.).
 AI3967
 AI3967.The modeled gravity was interpolated from observed gravity values.
 AI3967
 AI3967;                    North         East    Units  Estimated Accuracy
 AI3967;SPC SD N     -   201,710.      311,440.      MT  (+/- 180 meters Scaled)
 AI3967
 AI3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL014492(NAD 83)
 AI3967
 AI3967                          SUPERSEDED SURVEY CONTROL
 AI3967
 AI3967.No superseded survey control is available for this station.
 AI3967
 AI3967_MARKER: DD = SURVEY DISK
 AI3967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3967_STAMPING: 20-20.00 1997
 AI3967_MARK LOGO: SDSM
 AI3967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3967+STABILITY: SURFACE MOTION
 AI3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3967+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3967
 AI3967  HISTORY     - Date     Condition        Report By
 AI3967  HISTORY     - 1997     MONUMENTED       SDDT
 AI3967  HISTORY     - 19981030 GOOD             NGS
 AI3967
 AI3967                          STATION DESCRIPTION
 AI3967
 AI3967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3967'12.1 KM (7.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI3967'U.S. HIGHWAY 85 IN BUFFALO, 36.0 M (118.1 FT) NORTHWEST OF MILEPOST
 AI3967'20, 22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 AI3967'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) SOUTHWEST OF
 AI3967'THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.3 M (1.0 FT) SOUTH OF A
 AI3967'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI3967'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT
 AI3967'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3969 ***********************************************************************
 AI3969  DESIGNATION -  20 022.55
 AI3969  PID         -  AI3969
 AI3969  STATE/COUNTY-  SD/HARDING
 AI3969  COUNTRY     -  US
 AI3969  USGS QUAD   -  SADDLE BUTTE (2017)
 AI3969
 AI3969                         *CURRENT SURVEY CONTROL
 AI3969  ______________________________________________________________________
 AI3969* NAD 83(1986) POSITION- 45 35 20.     (N) 103 39 20.     (W)   SCALED
 AI3969* NAVD 88 ORTHO HEIGHT -   901.437 (meters)     2957.46  (feet) ADJUSTED
 AI3969  ______________________________________________________________________
 AI3969  GEOID HEIGHT    -        -15.942 (meters)                     GEOID18
 AI3969  DYNAMIC HEIGHT  -        901.284 (meters)     2956.96  (feet) COMP
 AI3969  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 AI3969
 AI3969  VERT ORDER      -  FIRST     CLASS II
 AI3969
 AI3969.The horizontal coordinates were scaled from a map and have
 AI3969.an estimated accuracy of +/- 6 seconds.
 AI3969
 AI3969.The orthometric height was determined by differential leveling and
 AI3969.adjusted by the NATIONAL GEODETIC SURVEY
 AI3969.in April 2000.
 AI3969
 AI3969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3969.GEOID18 height accuracy estimate available here.
 AI3969
 AI3969.Click photographs - Photos may exist for this station.
 AI3969
 AI3969.The dynamic height is computed by dividing the NAVD 88
 AI3969.geopotential number by the normal gravity value computed on the
 AI3969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3969.degrees latitude (g = 980.6199 gals.).
 AI3969
 AI3969.The modeled gravity was interpolated from observed gravity values.
 AI3969
 AI3969;                    North         East    Units  Estimated Accuracy
 AI3969;SPC SD N     -   201,530.      314,840.      MT  (+/- 180 meters Scaled)
 AI3969
 AI3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL048492(NAD 83)
 AI3969
 AI3969                          SUPERSEDED SURVEY CONTROL
 AI3969
 AI3969.No superseded survey control is available for this station.
 AI3969
 AI3969_MARKER: DD = SURVEY DISK
 AI3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3969_STAMPING: 20-22.55 1997
 AI3969_MARK LOGO: SDSM
 AI3969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3969+STABILITY: SURFACE MOTION
 AI3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3969+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3969
 AI3969  HISTORY     - Date     Condition        Report By
 AI3969  HISTORY     - 1997     MONUMENTED       SDDT
 AI3969  HISTORY     - 19981030 GOOD             NGS
 AI3969
 AI3969                          STATION DESCRIPTION
 AI3969
 AI3969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3969'8.8 KM (5.45 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI3969'U.S. HIGHWAY 85 IN BUFFALO, 776.0 M (2545.9 FT) WEST OF MILEPOST 23,
 AI3969'22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 AI3969'NORTHEAST OF THE WEST END OF 2 BRACED FENCE POSTS, 0.4 M (1.3 FT)
 AI3969'NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AI3969'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3969'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3970 ***********************************************************************
 AI3970  DESIGNATION -  20 024.31
 AI3970  PID         -  AI3970
 AI3970  STATE/COUNTY-  SD/HARDING
 AI3970  COUNTRY     -  US
 AI3970  USGS QUAD   -  BUFFALO (2017)
 AI3970
 AI3970                         *CURRENT SURVEY CONTROL
 AI3970  ______________________________________________________________________
 AI3970* NAD 83(1986) POSITION- 45 34 54.     (N) 103 37 04.     (W)   SCALED
 AI3970* NAVD 88 ORTHO HEIGHT -   889.178 (meters)     2917.24  (feet) ADJUSTED
 AI3970  ______________________________________________________________________
 AI3970  GEOID HEIGHT    -        -15.950 (meters)                     GEOID18
 AI3970  DYNAMIC HEIGHT  -        889.030 (meters)     2916.76  (feet) COMP
 AI3970  MODELED GRAVITY -    980,419.0   (mgal)                       NAVD 88
 AI3970
 AI3970  VERT ORDER      -  FIRST     CLASS II
 AI3970
 AI3970.The horizontal coordinates were scaled from a map and have
 AI3970.an estimated accuracy of +/- 6 seconds.
 AI3970
 AI3970.The orthometric height was determined by differential leveling and
 AI3970.adjusted by the NATIONAL GEODETIC SURVEY
 AI3970.in April 2000.
 AI3970
 AI3970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3970.GEOID18 height accuracy estimate available here.
 AI3970
 AI3970.Click photographs - Photos may exist for this station.
 AI3970
 AI3970.The dynamic height is computed by dividing the NAVD 88
 AI3970.geopotential number by the normal gravity value computed on the
 AI3970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3970.degrees latitude (g = 980.6199 gals.).
 AI3970
 AI3970.The modeled gravity was interpolated from observed gravity values.
 AI3970
 AI3970;                    North         East    Units  Estimated Accuracy
 AI3970;SPC SD N     -   200,590.      317,750.      MT  (+/- 180 meters Scaled)
 AI3970
 AI3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL078484(NAD 83)
 AI3970
 AI3970                          SUPERSEDED SURVEY CONTROL
 AI3970
 AI3970.No superseded survey control is available for this station.
 AI3970
 AI3970_MARKER: DB = BENCH MARK DISK
 AI3970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3970_SP_SET: ABUTMENT
 AI3970_STAMPING: 20.024.31 1976 2915.51
 AI3970_MARK LOGO: SDHD
 AI3970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3970+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3970
 AI3970  HISTORY     - Date     Condition        Report By
 AI3970  HISTORY     - 1976     MONUMENTED       SDHD
 AI3970  HISTORY     - 19981030 GOOD             NGS
 AI3970
 AI3970                          STATION DESCRIPTION
 AI3970
 AI3970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3970'5.6 KM (3.45 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI3970'U.S. HIGHWAY 85 IN BUFFALO, IN TOP OF AND 0.8 M (2.6 FT) NORTHWEST OF
 AI3970'THE SOUTHEAST END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 AI3970'SPANNING BRUSH CREEK, 777.0 M (2549.2 FT) EAST OF MILEPOST 24, 5.5 M
 AI3970'(18.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) EAST OF A
 AI3970'WITNESS POST, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AI3970'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3968 ***********************************************************************
 AI3968  DESIGNATION -  20 025.60
 AI3968  PID         -  AI3968
 AI3968  STATE/COUNTY-  SD/HARDING
 AI3968  COUNTRY     -  US
 AI3968  USGS QUAD   -  BUFFALO (2017)
 AI3968
 AI3968                         *CURRENT SURVEY CONTROL
 AI3968  ______________________________________________________________________
 AI3968* NAD 83(1986) POSITION- 45 34 54.     (N) 103 35 22.     (W)   SCALED
 AI3968* NAVD 88 ORTHO HEIGHT -   881.948 (meters)     2893.52  (feet) ADJUSTED
 AI3968  ______________________________________________________________________
 AI3968  GEOID HEIGHT    -        -15.954 (meters)                     GEOID18
 AI3968  DYNAMIC HEIGHT  -        881.805 (meters)     2893.06  (feet) COMP
 AI3968  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 AI3968
 AI3968  VERT ORDER      -  FIRST     CLASS II
 AI3968
 AI3968.The horizontal coordinates were scaled from a map and have
 AI3968.an estimated accuracy of +/- 6 seconds.
 AI3968
 AI3968.The orthometric height was determined by differential leveling and
 AI3968.adjusted by the NATIONAL GEODETIC SURVEY
 AI3968.in April 2000.
 AI3968
 AI3968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3968.GEOID18 height accuracy estimate available here.
 AI3968
 AI3968.Click photographs - Photos may exist for this station.
 AI3968
 AI3968.The dynamic height is computed by dividing the NAVD 88
 AI3968.geopotential number by the normal gravity value computed on the
 AI3968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3968.degrees latitude (g = 980.6199 gals.).
 AI3968
 AI3968.The modeled gravity was interpolated from observed gravity values.
 AI3968
 AI3968;                    North         East    Units  Estimated Accuracy
 AI3968;SPC SD N     -   200,490.      319,960.      MT  (+/- 180 meters Scaled)
 AI3968
 AI3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL100485(NAD 83)
 AI3968
 AI3968                          SUPERSEDED SURVEY CONTROL
 AI3968
 AI3968.No superseded survey control is available for this station.
 AI3968
 AI3968_MARKER: Z = SEE DESCRIPTION
 AI3968_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI3968_STAMPING: 20-25.60 1998
 AI3968_MARK LOGO: NGS
 AI3968_PROJECTION: FLUSH
 AI3968_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI3968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3968+STABILITY: POSITION/ELEVATION WELL
 AI3968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3968+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3968_ROD/PIPE-DEPTH: 6.4 meters
 AI3968_SLEEVE-DEPTH  : 2.0 meters
 AI3968
 AI3968  HISTORY     - Date     Condition        Report By
 AI3968  HISTORY     - 1998     MONUMENTED       SDDT
 AI3968  HISTORY     - 19981030 GOOD             NGS
 AI3968
 AI3968                          STATION DESCRIPTION
 AI3968
 AI3968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3968'3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI3968'U.S. HIGHWAY 85 IN BUFFALO, 653.0 M (2142.4 FT) WEST OF MILEPOST 26,
 AI3968'22.3 M (73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) EAST
 AI3968'OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) NORTH OF A METAL
 AI3968'GUARD POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3
 AI3968'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AI3968'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE
 AI3968'CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AI3968'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE
 AI3968'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3971 ***********************************************************************
 AI3971  DESIGNATION -  20 026.95
 AI3971  PID         -  AI3971
 AI3971  STATE/COUNTY-  SD/HARDING
 AI3971  COUNTRY     -  US
 AI3971  USGS QUAD   -  BUFFALO (2017)
 AI3971
 AI3971                         *CURRENT SURVEY CONTROL
 AI3971  ______________________________________________________________________
 AI3971* NAD 83(1986) POSITION- 45 34 53.6    (N) 103 33 48.4    (W)   HD_HELD2
 AI3971* NAVD 88 ORTHO HEIGHT -   873.454 (meters)     2865.66  (feet) ADJUSTED
 AI3971  ______________________________________________________________________
 AI3971  GEOID HEIGHT    -        -15.962 (meters)                     GEOID18
 AI3971  DYNAMIC HEIGHT  -        873.316 (meters)     2865.20  (feet) COMP
 AI3971  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 AI3971
 AI3971  VERT ORDER      -  FIRST     CLASS II
 AI3971
 AI3971.The horizontal coordinates were established by autonomous hand held GPS
 AI3971.observations and have an estimated accuracy of +/- 10 meters.
 AI3971
 AI3971.The orthometric height was determined by differential leveling and
 AI3971.adjusted by the NATIONAL GEODETIC SURVEY
 AI3971.in April 2000.
 AI3971
 AI3971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3971.GEOID18 height accuracy estimate available here.
 AI3971
 AI3971.Click photographs - Photos may exist for this station.
 AI3971
 AI3971.The dynamic height is computed by dividing the NAVD 88
 AI3971.geopotential number by the normal gravity value computed on the
 AI3971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3971.degrees latitude (g = 980.6199 gals.).
 AI3971
 AI3971.The modeled gravity was interpolated from observed gravity values.
 AI3971
 AI3971;                    North         East    Units  Estimated Accuracy
 AI3971;SPC SD N     -   200,392.      321,985.      MT  (+/- 10 meters HH2 GPS)
 AI3971
 AI3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1207148560(NAD 83)
 AI3971
 AI3971                          SUPERSEDED SURVEY CONTROL
 AI3971
 AI3971.No superseded survey control is available for this station.
 AI3971
 AI3971_MARKER: DD = SURVEY DISK
 AI3971_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3971_SP_SET: ABUTMENT
 AI3971_STAMPING: 20.026.95 1976 2863.94
 AI3971_MARK LOGO: NONE
 AI3971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3971+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3971
 AI3971  HISTORY     - Date     Condition        Report By
 AI3971  HISTORY     - 1976     MONUMENTED       SDHD
 AI3971  HISTORY     - 19981030 GOOD             NGS
 AI3971
 AI3971                          STATION DESCRIPTION
 AI3971
 AI3971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3971'1.4 KM (0.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI3971'U.S. HIGHWAY 85 IN BUFFALO, IN TOP OF AND 0.8 M (2.6 FT) NORTHWEST OF
 AI3971'THE SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 AI3971'SPANNING BRUSH CREEK, 239.0 M (784.1 FT) WEST OF MILEPOST 27, 5.5 M
 AI3971'(18.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) WEST OF A
 AI3971'WITNESS POST, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AI3971'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3972 ***********************************************************************
 AI3972  DESIGNATION -  20 030.30
 AI3972  PID         -  AI3972
 AI3972  STATE/COUNTY-  SD/HARDING
 AI3972  COUNTRY     -  US
 AI3972  USGS QUAD   -  BUFFALO (2017)
 AI3972
 AI3972                         *CURRENT SURVEY CONTROL
 AI3972  ______________________________________________________________________
 AI3972* NAD 83(1986) POSITION- 45 33 35.     (N) 103 31 30.     (W)   SCALED
 AI3972* NAVD 88 ORTHO HEIGHT -   879.227 (meters)     2884.60  (feet) ADJUSTED
 AI3972  ______________________________________________________________________
 AI3972  GEOID HEIGHT    -        -16.005 (meters)                     GEOID18
 AI3972  DYNAMIC HEIGHT  -        879.088 (meters)     2884.14  (feet) COMP
 AI3972  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 AI3972
 AI3972  VERT ORDER      -  FIRST     CLASS II
 AI3972
 AI3972.The horizontal coordinates were scaled from a map and have
 AI3972.an estimated accuracy of +/- 6 seconds.
 AI3972
 AI3972.The orthometric height was determined by differential leveling and
 AI3972.adjusted by the NATIONAL GEODETIC SURVEY
 AI3972.in April 2000.
 AI3972
 AI3972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3972.GEOID18 height accuracy estimate available here.
 AI3972
 AI3972.Click photographs - Photos may exist for this station.
 AI3972
 AI3972.The dynamic height is computed by dividing the NAVD 88
 AI3972.geopotential number by the normal gravity value computed on the
 AI3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3972.degrees latitude (g = 980.6199 gals.).
 AI3972
 AI3972.The modeled gravity was interpolated from observed gravity values.
 AI3972
 AI3972;                    North         East    Units  Estimated Accuracy
 AI3972;SPC SD N     -   197,840.      324,880.      MT  (+/- 180 meters Scaled)
 AI3972
 AI3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL151461(NAD 83)
 AI3972
 AI3972                          SUPERSEDED SURVEY CONTROL
 AI3972
 AI3972.No superseded survey control is available for this station.
 AI3972
 AI3972_MARKER: Z = SEE DESCRIPTION
 AI3972_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI3972_STAMPING: 20-30.30 1998
 AI3972_MARK LOGO: NGS
 AI3972_PROJECTION: FLUSH
 AI3972_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI3972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3972+STABILITY: POSITION/ELEVATION WELL
 AI3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3972+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI3972_ROD/PIPE-DEPTH: 12.8 meters
 AI3972_SLEEVE-DEPTH  : 2.0 meters
 AI3972
 AI3972  HISTORY     - Date     Condition        Report By
 AI3972  HISTORY     - 1998     MONUMENTED       SDDT
 AI3972  HISTORY     - 19981030 GOOD             NGS
 AI3972
 AI3972                          STATION DESCRIPTION
 AI3972
 AI3972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI3972'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3972'STATE HIGHWAY 20 IN BUFFALO, THENCE 1.6 KM (1.00 MI) EASTERLY ALONG
 AI3972'STATE HIGHWAY 20, 485.0 M (1591.2 FT) EAST OF MILEPOST 30, 22.3 M
 AI3972'(73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT) WEST OF THE
 AI3972'CENTER OF A GATE, 3.7 M (12.1 FT) EAST OF A T-FENCE CORNER, 0.5 M (1.6
 AI3972'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL
 AI3972'GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 AI3972'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AI3972'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AI3972'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI3972'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3973 ***********************************************************************
 AI3973  DESIGNATION -  20 031.55
 AI3973  PID         -  AI3973
 AI3973  STATE/COUNTY-  SD/HARDING
 AI3973  COUNTRY     -  US
 AI3973  USGS QUAD   -  BUFFALO (2017)
 AI3973
 AI3973                         *CURRENT SURVEY CONTROL
 AI3973  ______________________________________________________________________
 AI3973* NAD 83(1986) POSITION- 45 33 37.     (N) 103 29 59.     (W)   SCALED
 AI3973* NAVD 88 ORTHO HEIGHT -   872.305 (meters)     2861.89  (feet) ADJUSTED
 AI3973  ______________________________________________________________________
 AI3973  GEOID HEIGHT    -        -16.021 (meters)                     GEOID18
 AI3973  DYNAMIC HEIGHT  -        872.168 (meters)     2861.44  (feet) COMP
 AI3973  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 AI3973
 AI3973  VERT ORDER      -  FIRST     CLASS II
 AI3973
 AI3973.The horizontal coordinates were scaled from a map and have
 AI3973.an estimated accuracy of +/- 6 seconds.
 AI3973
 AI3973.The orthometric height was determined by differential leveling and
 AI3973.adjusted by the NATIONAL GEODETIC SURVEY
 AI3973.in April 2000.
 AI3973
 AI3973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3973.GEOID18 height accuracy estimate available here.
 AI3973
 AI3973.Click photographs - Photos may exist for this station.
 AI3973
 AI3973.The dynamic height is computed by dividing the NAVD 88
 AI3973.geopotential number by the normal gravity value computed on the
 AI3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3973.degrees latitude (g = 980.6199 gals.).
 AI3973
 AI3973.The modeled gravity was interpolated from observed gravity values.
 AI3973
 AI3973;                    North         East    Units  Estimated Accuracy
 AI3973;SPC SD N     -   197,810.      326,850.      MT  (+/- 180 meters Scaled)
 AI3973
 AI3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL170462(NAD 83)
 AI3973
 AI3973                          SUPERSEDED SURVEY CONTROL
 AI3973
 AI3973.No superseded survey control is available for this station.
 AI3973
 AI3973_MARKER: DD = SURVEY DISK
 AI3973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3973_STAMPING: 20-31.55 1997
 AI3973_MARK LOGO: SDSM
 AI3973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3973+STABILITY: SURFACE MOTION
 AI3973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3973+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3973
 AI3973  HISTORY     - Date     Condition        Report By
 AI3973  HISTORY     - 1997     MONUMENTED       SDDT
 AI3973  HISTORY     - 19990527 GOOD             NGS
 AI3973
 AI3973                          STATION DESCRIPTION
 AI3973
 AI3973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3973'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3973'STATE HIGHWAY 20 IN BUFFALO, THENCE 3.6 KM (2.25 MI) EASTERLY ALONG
 AI3973'STATE HIGHWAY 20, 674.2 M (2211.9 FT) WEST OF MILEPOST 32, 22.9 M
 AI3973'(75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.9 M (9.5 FT) WEST OF THE
 AI3973'CENTER OF A FIELD ENTRANCE, 2.4 M (7.9 FT) EAST OF A T-FENCE CORNER,
 AI3973'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 AI3973'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI3973'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3974 ***********************************************************************
 AI3974  DESIGNATION -  20 032.65
 AI3974  PID         -  AI3974
 AI3974  STATE/COUNTY-  SD/HARDING
 AI3974  COUNTRY     -  US
 AI3974  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI3974
 AI3974                         *CURRENT SURVEY CONTROL
 AI3974  ______________________________________________________________________
 AI3974* NAD 83(1986) POSITION- 45 33 35.     (N) 103 28 37.     (W)   SCALED
 AI3974* NAVD 88 ORTHO HEIGHT -   886.657 (meters)     2908.97  (feet) ADJUSTED
 AI3974  ______________________________________________________________________
 AI3974  GEOID HEIGHT    -        -16.039 (meters)                     GEOID18
 AI3974  DYNAMIC HEIGHT  -        886.518 (meters)     2908.52  (feet) COMP
 AI3974  MODELED GRAVITY -    980,429.5   (mgal)                       NAVD 88
 AI3974
 AI3974  VERT ORDER      -  FIRST     CLASS II
 AI3974
 AI3974.The horizontal coordinates were scaled from a map and have
 AI3974.an estimated accuracy of +/- 6 seconds.
 AI3974
 AI3974.The orthometric height was determined by differential leveling and
 AI3974.adjusted by the NATIONAL GEODETIC SURVEY
 AI3974.in April 2000.
 AI3974
 AI3974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3974.GEOID18 height accuracy estimate available here.
 AI3974
 AI3974.Click photographs - Photos may exist for this station.
 AI3974
 AI3974.The dynamic height is computed by dividing the NAVD 88
 AI3974.geopotential number by the normal gravity value computed on the
 AI3974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3974.degrees latitude (g = 980.6199 gals.).
 AI3974
 AI3974.The modeled gravity was interpolated from observed gravity values.
 AI3974
 AI3974;                    North         East    Units  Estimated Accuracy
 AI3974;SPC SD N     -   197,670.      328,630.      MT  (+/- 180 meters Scaled)
 AI3974
 AI3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL188462(NAD 83)
 AI3974
 AI3974                          SUPERSEDED SURVEY CONTROL
 AI3974
 AI3974.No superseded survey control is available for this station.
 AI3974
 AI3974_MARKER: DD = SURVEY DISK
 AI3974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3974_STAMPING: 20-32.65 1997
 AI3974_MARK LOGO: SDSM
 AI3974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3974+STABILITY: SURFACE MOTION
 AI3974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3974+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3974
 AI3974  HISTORY     - Date     Condition        Report By
 AI3974  HISTORY     - 1997     MONUMENTED       SDDT
 AI3974  HISTORY     - 19990527 GOOD             NGS
 AI3974
 AI3974                          STATION DESCRIPTION
 AI3974
 AI3974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3974'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3974'STATE HIGHWAY 20 IN BUFFALO, THENCE 5.4 KM (3.35 MI) EASTERLY ALONG
 AI3974'STATE HIGHWAY 20, 569.0 M (1866.8 FT) WEST OF MILEPOST 33, 22.6 M
 AI3974'(74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE
 AI3974'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AI3974'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI3974'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3975 ***********************************************************************
 AI3975  DESIGNATION -  20 033.70
 AI3975  PID         -  AI3975
 AI3975  STATE/COUNTY-  SD/HARDING
 AI3975  COUNTRY     -  US
 AI3975  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI3975
 AI3975                         *CURRENT SURVEY CONTROL
 AI3975  ______________________________________________________________________
 AI3975* NAD 83(1986) POSITION- 45 33 35.     (N) 103 27 22.     (W)   SCALED
 AI3975* NAVD 88 ORTHO HEIGHT -   880.722 (meters)     2889.50  (feet) ADJUSTED
 AI3975  ______________________________________________________________________
 AI3975  GEOID HEIGHT    -        -16.055 (meters)                     GEOID18
 AI3975  DYNAMIC HEIGHT  -        880.586 (meters)     2889.06  (feet) COMP
 AI3975  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 AI3975
 AI3975  VERT ORDER      -  FIRST     CLASS II
 AI3975
 AI3975.The horizontal coordinates were scaled from a map and have
 AI3975.an estimated accuracy of +/- 6 seconds.
 AI3975
 AI3975.The orthometric height was determined by differential leveling and
 AI3975.adjusted by the NATIONAL GEODETIC SURVEY
 AI3975.in April 2000.
 AI3975
 AI3975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3975.GEOID18 height accuracy estimate available here.
 AI3975
 AI3975.Click photographs - Photos may exist for this station.
 AI3975
 AI3975.The dynamic height is computed by dividing the NAVD 88
 AI3975.geopotential number by the normal gravity value computed on the
 AI3975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3975.degrees latitude (g = 980.6199 gals.).
 AI3975
 AI3975.The modeled gravity was interpolated from observed gravity values.
 AI3975
 AI3975;                    North         East    Units  Estimated Accuracy
 AI3975;SPC SD N     -   197,600.      330,250.      MT  (+/- 180 meters Scaled)
 AI3975
 AI3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL204462(NAD 83)
 AI3975
 AI3975                          SUPERSEDED SURVEY CONTROL
 AI3975
 AI3975.No superseded survey control is available for this station.
 AI3975
 AI3975_MARKER: DD = SURVEY DISK
 AI3975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3975_STAMPING: 20-33.70 1997
 AI3975_MARK LOGO: SDSM
 AI3975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3975+STABILITY: SURFACE MOTION
 AI3975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3975+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3975
 AI3975  HISTORY     - Date     Condition        Report By
 AI3975  HISTORY     - 1997     MONUMENTED       SDDT
 AI3975  HISTORY     - 19990527 GOOD             NGS
 AI3975
 AI3975                          STATION DESCRIPTION
 AI3975
 AI3975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3975'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3975'STATE HIGHWAY 20 IN BUFFALO, THENCE 7.0 KM (4.35 MI) EASTERLY ALONG
 AI3975'STATE HIGHWAY 20, 549.0 M (1801.2 FT) WEST OF MILEPOST 34, 23.0 M
 AI3975'(75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE
 AI3975'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AI3975'WEST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) SOUTH OF A
 AI3975'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3975'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3976 ***********************************************************************
 AI3976  DESIGNATION -  20 034.65
 AI3976  PID         -  AI3976
 AI3976  STATE/COUNTY-  SD/HARDING
 AI3976  COUNTRY     -  US
 AI3976  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI3976
 AI3976                         *CURRENT SURVEY CONTROL
 AI3976  ______________________________________________________________________
 AI3976* NAD 83(1986) POSITION- 45 33 36.     (N) 103 26 11.     (W)   SCALED
 AI3976* NAVD 88 ORTHO HEIGHT -   901.723 (meters)     2958.40  (feet) ADJUSTED
 AI3976  ______________________________________________________________________
 AI3976  GEOID HEIGHT    -        -16.073 (meters)                     GEOID18
 AI3976  DYNAMIC HEIGHT  -        901.584 (meters)     2957.95  (feet) COMP
 AI3976  MODELED GRAVITY -    980,431.4   (mgal)                       NAVD 88
 AI3976
 AI3976  VERT ORDER      -  FIRST     CLASS II
 AI3976
 AI3976.The horizontal coordinates were scaled from a map and have
 AI3976.an estimated accuracy of +/- 6 seconds.
 AI3976
 AI3976.The orthometric height was determined by differential leveling and
 AI3976.adjusted by the NATIONAL GEODETIC SURVEY
 AI3976.in April 2000.
 AI3976
 AI3976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3976.GEOID18 height accuracy estimate available here.
 AI3976
 AI3976.Click photographs - Photos may exist for this station.
 AI3976
 AI3976.The dynamic height is computed by dividing the NAVD 88
 AI3976.geopotential number by the normal gravity value computed on the
 AI3976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3976.degrees latitude (g = 980.6199 gals.).
 AI3976
 AI3976.The modeled gravity was interpolated from observed gravity values.
 AI3976
 AI3976;                    North         East    Units  Estimated Accuracy
 AI3976;SPC SD N     -   197,570.      331,790.      MT  (+/- 180 meters Scaled)
 AI3976
 AI3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL220463(NAD 83)
 AI3976
 AI3976                          SUPERSEDED SURVEY CONTROL
 AI3976
 AI3976.No superseded survey control is available for this station.
 AI3976
 AI3976_MARKER: DD = SURVEY DISK
 AI3976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3976_STAMPING: 20-34.65 1997
 AI3976_MARK LOGO: SDSM
 AI3976_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3976+STABILITY: SURFACE MOTION
 AI3976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3976+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3976
 AI3976  HISTORY     - Date     Condition        Report By
 AI3976  HISTORY     - 1997     MONUMENTED       SDDT
 AI3976  HISTORY     - 19990527 GOOD             NGS
 AI3976
 AI3976                          STATION DESCRIPTION
 AI3976
 AI3976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3976'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3976'STATE HIGHWAY 20 IN BUFFALO, THENCE 8.5 KM (5.30 MI) EASTERLY ALONG
 AI3976'STATE HIGHWAY 20, 659.8 M (2164.7 FT) WEST OF MILEPOST 35, 23.3 M
 AI3976'(76.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.1 M (52.8 FT) NORTHEAST
 AI3976'OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 1.0 M (3.3 FT) EAST
 AI3976'OF THE CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) ABOVE THE LEVEL OF
 AI3976'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AI3976'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3976'THE HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3977 ***********************************************************************
 AI3977  DESIGNATION -  20 035.65
 AI3977  PID         -  AI3977
 AI3977  STATE/COUNTY-  SD/HARDING
 AI3977  COUNTRY     -  US
 AI3977  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI3977
 AI3977                         *CURRENT SURVEY CONTROL
 AI3977  ______________________________________________________________________
 AI3977* NAD 83(1986) POSITION- 45 33 35.     (N) 103 24 50.     (W)   SCALED
 AI3977* NAVD 88 ORTHO HEIGHT -   883.759 (meters)     2899.47  (feet) ADJUSTED
 AI3977  ______________________________________________________________________
 AI3977  GEOID HEIGHT    -        -16.097 (meters)                     GEOID18
 AI3977  DYNAMIC HEIGHT  -        883.624 (meters)     2899.02  (feet) COMP
 AI3977  MODELED GRAVITY -    980,432.2   (mgal)                       NAVD 88
 AI3977
 AI3977  VERT ORDER      -  FIRST     CLASS II
 AI3977
 AI3977.The horizontal coordinates were scaled from a map and have
 AI3977.an estimated accuracy of +/- 6 seconds.
 AI3977
 AI3977.The orthometric height was determined by differential leveling and
 AI3977.adjusted by the NATIONAL GEODETIC SURVEY
 AI3977.in April 2000.
 AI3977
 AI3977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3977.GEOID18 height accuracy estimate available here.
 AI3977
 AI3977.Click photographs - Photos may exist for this station.
 AI3977
 AI3977.The dynamic height is computed by dividing the NAVD 88
 AI3977.geopotential number by the normal gravity value computed on the
 AI3977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3977.degrees latitude (g = 980.6199 gals.).
 AI3977
 AI3977.The modeled gravity was interpolated from observed gravity values.
 AI3977
 AI3977;                    North         East    Units  Estimated Accuracy
 AI3977;SPC SD N     -   197,470.      333,540.      MT  (+/- 180 meters Scaled)
 AI3977
 AI3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL237463(NAD 83)
 AI3977
 AI3977                          SUPERSEDED SURVEY CONTROL
 AI3977
 AI3977.No superseded survey control is available for this station.
 AI3977
 AI3977_MARKER: Z = SEE DESCRIPTION
 AI3977_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI3977_STAMPING: 20-35.65 1998
 AI3977_MARK LOGO: NGS
 AI3977_PROJECTION: FLUSH
 AI3977_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI3977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3977+STABILITY: POSITION/ELEVATION WELL
 AI3977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3977+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3977_ROD/PIPE-DEPTH: 12.8 meters
 AI3977_SLEEVE-DEPTH  : 2.0 meters
 AI3977
 AI3977  HISTORY     - Date     Condition        Report By
 AI3977  HISTORY     - 1998     MONUMENTED       SDDT
 AI3977  HISTORY     - 19990527 GOOD             NGS
 AI3977
 AI3977                          STATION DESCRIPTION
 AI3977
 AI3977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3977'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3977'STATE HIGHWAY 20 IN BUFFALO, THENCE 10.3 KM (6.40 MI) EASTERLY ALONG
 AI3977'STATE HIGHWAY 20, 506.9 M (1663.1 FT) WEST OF MILEPOST 36, 23.1 M
 AI3977'(75.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) EAST OF THE
 AI3977'MOST EASTERLY OF 2 BRACED FENCE POSTS, 1.3 M (4.3 FT) WEST OF THE
 AI3977'CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AI3977'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 AI3977'METAL GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 AI3977'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AI3977'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AI3977'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI3977'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3978 ***********************************************************************
 AI3978  DESIGNATION -  20 036.55
 AI3978  PID         -  AI3978
 AI3978  STATE/COUNTY-  SD/HARDING
 AI3978  COUNTRY     -  US
 AI3978  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI3978
 AI3978                         *CURRENT SURVEY CONTROL
 AI3978  ______________________________________________________________________
 AI3978* NAD 83(1986) POSITION- 45 33 35.     (N) 103 23 43.     (W)   SCALED
 AI3978* NAVD 88 ORTHO HEIGHT -   872.469 (meters)     2862.43  (feet) ADJUSTED
 AI3978  ______________________________________________________________________
 AI3978  GEOID HEIGHT    -        -16.118 (meters)                     GEOID18
 AI3978  DYNAMIC HEIGHT  -        872.335 (meters)     2861.99  (feet) COMP
 AI3978  MODELED GRAVITY -    980,432.7   (mgal)                       NAVD 88
 AI3978
 AI3978  VERT ORDER      -  FIRST     CLASS II
 AI3978
 AI3978.The horizontal coordinates were scaled from a map and have
 AI3978.an estimated accuracy of +/- 6 seconds.
 AI3978
 AI3978.The orthometric height was determined by differential leveling and
 AI3978.adjusted by the NATIONAL GEODETIC SURVEY
 AI3978.in April 2000.
 AI3978
 AI3978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3978.GEOID18 height accuracy estimate available here.
 AI3978
 AI3978.Click photographs - Photos may exist for this station.
 AI3978
 AI3978.The dynamic height is computed by dividing the NAVD 88
 AI3978.geopotential number by the normal gravity value computed on the
 AI3978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3978.degrees latitude (g = 980.6199 gals.).
 AI3978
 AI3978.The modeled gravity was interpolated from observed gravity values.
 AI3978
 AI3978;                    North         East    Units  Estimated Accuracy
 AI3978;SPC SD N     -   197,400.      335,000.      MT  (+/- 180 meters Scaled)
 AI3978
 AI3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL252463(NAD 83)
 AI3978
 AI3978                          SUPERSEDED SURVEY CONTROL
 AI3978
 AI3978.No superseded survey control is available for this station.
 AI3978
 AI3978_MARKER: DD = SURVEY DISK
 AI3978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3978_STAMPING: 20-36.55 1997
 AI3978_MARK LOGO: SDSM
 AI3978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3978+STABILITY: SURFACE MOTION
 AI3978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3978+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3978
 AI3978  HISTORY     - Date     Condition        Report By
 AI3978  HISTORY     - 1997     MONUMENTED       SDDT
 AI3978  HISTORY     - 19990527 GOOD             NGS
 AI3978
 AI3978                          STATION DESCRIPTION
 AI3978
 AI3978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3978'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3978'STATE HIGHWAY 20 IN BUFFALO, THENCE 11.7 KM (7.25 MI) EASTERLY ALONG
 AI3978'STATE HIGHWAY 20, 693.1 M (2273.9 FT) WEST OF MILEPOST 37, 23.2 M
 AI3978'(76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.8 M (9.2 FT) EAST OF THE
 AI3978'CENTER OF A FIELD ENTRANCE, 1.2 M (3.9 FT) WEST OF THE MOST EASTERLY
 AI3978'OF 2 BRACED FENCE POSTS, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AI3978'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A
 AI3978'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3978'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3979 ***********************************************************************
 AI3979  DESIGNATION -  20 037.60
 AI3979  PID         -  AI3979
 AI3979  STATE/COUNTY-  SD/HARDING
 AI3979  COUNTRY     -  US
 AI3979  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI3979
 AI3979                         *CURRENT SURVEY CONTROL
 AI3979  ______________________________________________________________________
 AI3979* NAD 83(1986) POSITION- 45 33 35.     (N) 103 22 26.     (W)   SCALED
 AI3979* NAVD 88 ORTHO HEIGHT -   867.089 (meters)     2844.77  (feet) ADJUSTED
 AI3979  ______________________________________________________________________
 AI3979  GEOID HEIGHT    -        -16.145 (meters)                     GEOID18
 AI3979  DYNAMIC HEIGHT  -        866.956 (meters)     2844.34  (feet) COMP
 AI3979  MODELED GRAVITY -    980,432.8   (mgal)                       NAVD 88
 AI3979
 AI3979  VERT ORDER      -  FIRST     CLASS II
 AI3979
 AI3979.The horizontal coordinates were scaled from a map and have
 AI3979.an estimated accuracy of +/- 6 seconds.
 AI3979
 AI3979.The orthometric height was determined by differential leveling and
 AI3979.adjusted by the NATIONAL GEODETIC SURVEY
 AI3979.in April 2000.
 AI3979
 AI3979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3979.GEOID18 height accuracy estimate available here.
 AI3979
 AI3979.Click photographs - Photos may exist for this station.
 AI3979
 AI3979.The dynamic height is computed by dividing the NAVD 88
 AI3979.geopotential number by the normal gravity value computed on the
 AI3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3979.degrees latitude (g = 980.6199 gals.).
 AI3979
 AI3979.The modeled gravity was interpolated from observed gravity values.
 AI3979
 AI3979;                    North         East    Units  Estimated Accuracy
 AI3979;SPC SD N     -   197,330.      336,660.      MT  (+/- 180 meters Scaled)
 AI3979
 AI3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL269464(NAD 83)
 AI3979
 AI3979                          SUPERSEDED SURVEY CONTROL
 AI3979
 AI3979.No superseded survey control is available for this station.
 AI3979
 AI3979_MARKER: DB = BENCH MARK DISK
 AI3979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3979_STAMPING: 20-37.60
 AI3979_MARK LOGO: SDDT
 AI3979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3979+STABILITY: SURFACE MOTION
 AI3979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3979+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3979
 AI3979  HISTORY     - Date     Condition        Report By
 AI3979  HISTORY     - 1995     MONUMENTED       SDDT
 AI3979  HISTORY     - 19990527 GOOD             NGS
 AI3979
 AI3979                          STATION DESCRIPTION
 AI3979
 AI3979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3979'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3979'STATE HIGHWAY 20 IN BUFFALO, THENCE 13.4 KM (8.30 MI) EASTERLY ALONG
 AI3979'STATE HIGHWAY 20, 744.6 M (2442.9 FT) WEST OF MILEPOST 38, 31.6 M
 AI3979'(103.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 28.5 M (93.5 FT)
 AI3979'NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 14.4 M (47.2 FT) SOUTH
 AI3979'OF A UTILITY POLE WITH A GUY CABLE, 0.4 M (1.3 FT) SOUTH OF A FENCE,
 AI3979'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AI3979'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3980 ***********************************************************************
 AI3980  DESIGNATION -  20 038.15
 AI3980  PID         -  AI3980
 AI3980  STATE/COUNTY-  SD/HARDING
 AI3980  COUNTRY     -  US
 AI3980  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI3980
 AI3980                         *CURRENT SURVEY CONTROL
 AI3980  ______________________________________________________________________
 AI3980* NAD 83(1986) POSITION- 45 33 27.     (N) 103 21 47.     (W)   SCALED
 AI3980* NAVD 88 ORTHO HEIGHT -   854.533 (meters)     2803.58  (feet) ADJUSTED
 AI3980  ______________________________________________________________________
 AI3980  GEOID HEIGHT    -        -16.161 (meters)                     GEOID18
 AI3980  DYNAMIC HEIGHT  -        854.401 (meters)     2803.15  (feet) COMP
 AI3980  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 AI3980
 AI3980  VERT ORDER      -  FIRST     CLASS II
 AI3980
 AI3980.The horizontal coordinates were scaled from a map and have
 AI3980.an estimated accuracy of +/- 6 seconds.
 AI3980
 AI3980.The orthometric height was determined by differential leveling and
 AI3980.adjusted by the NATIONAL GEODETIC SURVEY
 AI3980.in April 2000.
 AI3980
 AI3980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3980.GEOID18 height accuracy estimate available here.
 AI3980
 AI3980.Click photographs - Photos may exist for this station.
 AI3980
 AI3980.The dynamic height is computed by dividing the NAVD 88
 AI3980.geopotential number by the normal gravity value computed on the
 AI3980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3980.degrees latitude (g = 980.6199 gals.).
 AI3980
 AI3980.The modeled gravity was interpolated from observed gravity values.
 AI3980
 AI3980;                    North         East    Units  Estimated Accuracy
 AI3980;SPC SD N     -   197,050.      337,500.      MT  (+/- 180 meters Scaled)
 AI3980
 AI3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL277461(NAD 83)
 AI3980
 AI3980                          SUPERSEDED SURVEY CONTROL
 AI3980
 AI3980.No superseded survey control is available for this station.
 AI3980
 AI3980_MARKER: DB = BENCH MARK DISK
 AI3980_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3980_SP_SET: ABUTMENT
 AI3980_STAMPING: 20-38.15
 AI3980_MARK LOGO: SDDT
 AI3980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3980+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3980
 AI3980  HISTORY     - Date     Condition        Report By
 AI3980  HISTORY     - 1995     MONUMENTED       SDDT
 AI3980  HISTORY     - 19990527 GOOD             NGS
 AI3980
 AI3980                          STATION DESCRIPTION
 AI3980
 AI3980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3980'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3980'STATE HIGHWAY 20 IN BUFFALO, THENCE 14.3 KM (8.90 MI) EASTERLY ALONG
 AI3980'STATE HIGHWAY 20, IN TOP OF AND 1.1 M (3.6 FT) SOUTH OF THE NORTH END
 AI3980'OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING CLARKS
 AI3980'FORK CREEK, 162.9 M (534.4 FT) EAST OF MILEPOST 38, 6.4 M (21.0 FT)
 AI3980'NORTH OF THE HIGHWAY CENTERLINE, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS
 AI3980'POST, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE
 AI3980'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3981 ***********************************************************************
 AI3981  DESIGNATION -  20 038.70
 AI3981  PID         -  AI3981
 AI3981  STATE/COUNTY-  SD/HARDING
 AI3981  COUNTRY     -  US
 AI3981  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI3981
 AI3981                         *CURRENT SURVEY CONTROL
 AI3981  ______________________________________________________________________
 AI3981* NAD 83(1986) POSITION- 45 33 19.     (N) 103 21 05.     (W)   SCALED
 AI3981* NAVD 88 ORTHO HEIGHT -   864.422 (meters)     2836.02  (feet) ADJUSTED
 AI3981  ______________________________________________________________________
 AI3981  GEOID HEIGHT    -        -16.177 (meters)                     GEOID18
 AI3981  DYNAMIC HEIGHT  -        864.288 (meters)     2835.58  (feet) COMP
 AI3981  MODELED GRAVITY -    980,431.2   (mgal)                       NAVD 88
 AI3981
 AI3981  VERT ORDER      -  FIRST     CLASS II
 AI3981
 AI3981.The horizontal coordinates were scaled from a map and have
 AI3981.an estimated accuracy of +/- 6 seconds.
 AI3981
 AI3981.The orthometric height was determined by differential leveling and
 AI3981.adjusted by the NATIONAL GEODETIC SURVEY
 AI3981.in April 2000.
 AI3981
 AI3981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3981.GEOID18 height accuracy estimate available here.
 AI3981
 AI3981.Click photographs - Photos may exist for this station.
 AI3981
 AI3981.The dynamic height is computed by dividing the NAVD 88
 AI3981.geopotential number by the normal gravity value computed on the
 AI3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3981.degrees latitude (g = 980.6199 gals.).
 AI3981
 AI3981.The modeled gravity was interpolated from observed gravity values.
 AI3981
 AI3981;                    North         East    Units  Estimated Accuracy
 AI3981;SPC SD N     -   196,770.      338,400.      MT  (+/- 180 meters Scaled)
 AI3981
 AI3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL286459(NAD 83)
 AI3981
 AI3981                          SUPERSEDED SURVEY CONTROL
 AI3981
 AI3981.No superseded survey control is available for this station.
 AI3981
 AI3981_MARKER: DB = BENCH MARK DISK
 AI3981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3981_STAMPING: 20-38.70
 AI3981_MARK LOGO: SDDT
 AI3981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3981+STABILITY: SURFACE MOTION
 AI3981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3981+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3981
 AI3981  HISTORY     - Date     Condition        Report By
 AI3981  HISTORY     - 1995     MONUMENTED       SDDT
 AI3981  HISTORY     - 19990527 GOOD             NGS
 AI3981
 AI3981                          STATION DESCRIPTION
 AI3981
 AI3981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3981'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3981'STATE HIGHWAY 20 IN BUFFALO, THENCE 15.2 KM (9.45 MI) EASTERLY ALONG
 AI3981'STATE HIGHWAY 20, 601.0 M (1971.8 FT) WEST OF MILEPOST 39, 41.9 M
 AI3981'(137.5 FT) NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY,
 AI3981'33.2 M (108.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.3 M (50.2 FT)
 AI3981'SOUTHEAST OF A UTILITY POLE, 1.9 M (6.2 FT) SOUTHEAST OF A FENCE
 AI3981'CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 AI3981'LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND THE
 AI3981'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3981'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3982 ***********************************************************************
 AI3982  DESIGNATION -  20 039.20
 AI3982  PID         -  AI3982
 AI3982  STATE/COUNTY-  SD/HARDING
 AI3982  COUNTRY     -  US
 AI3982  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI3982
 AI3982                         *CURRENT SURVEY CONTROL
 AI3982  ______________________________________________________________________
 AI3982* NAD 83(1986) POSITION- 45 33 08.     (N) 103 20 24.     (W)   SCALED
 AI3982* NAVD 88 ORTHO HEIGHT -   867.747 (meters)     2846.93  (feet) ADJUSTED
 AI3982  ______________________________________________________________________
 AI3982  GEOID HEIGHT    -        -16.194 (meters)                     GEOID18
 AI3982  DYNAMIC HEIGHT  -        867.611 (meters)     2846.49  (feet) COMP
 AI3982  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 AI3982
 AI3982  VERT ORDER      -  FIRST     CLASS II
 AI3982
 AI3982.The horizontal coordinates were scaled from a map and have
 AI3982.an estimated accuracy of +/- 6 seconds.
 AI3982
 AI3982.The orthometric height was determined by differential leveling and
 AI3982.adjusted by the NATIONAL GEODETIC SURVEY
 AI3982.in April 2000.
 AI3982
 AI3982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3982.GEOID18 height accuracy estimate available here.
 AI3982
 AI3982.Click photographs - Photos may exist for this station.
 AI3982
 AI3982.The dynamic height is computed by dividing the NAVD 88
 AI3982.geopotential number by the normal gravity value computed on the
 AI3982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3982.degrees latitude (g = 980.6199 gals.).
 AI3982
 AI3982.The modeled gravity was interpolated from observed gravity values.
 AI3982
 AI3982;                    North         East    Units  Estimated Accuracy
 AI3982;SPC SD N     -   196,390.      339,270.      MT  (+/- 180 meters Scaled)
 AI3982
 AI3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL295456(NAD 83)
 AI3982
 AI3982                          SUPERSEDED SURVEY CONTROL
 AI3982
 AI3982.No superseded survey control is available for this station.
 AI3982
 AI3982_MARKER: DD = SURVEY DISK
 AI3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3982_STAMPING: 20-39.20 1997
 AI3982_MARK LOGO: SDSM
 AI3982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3982+STABILITY: SURFACE MOTION
 AI3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3982+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3982
 AI3982  HISTORY     - Date     Condition        Report By
 AI3982  HISTORY     - 1997     MONUMENTED       SDDT
 AI3982  HISTORY     - 19990527 GOOD             NGS
 AI3982
 AI3982                          STATION DESCRIPTION
 AI3982
 AI3982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3982'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3982'STATE HIGHWAY 20 IN BUFFALO, THENCE 16.2 KM (10.05 MI) EASTERLY ALONG
 AI3982'STATE HIGHWAY 20, 316.9 M (1039.7 FT) EAST OF MILEPOST 39, 22.5 M
 AI3982'(73.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.9 M (52.2 FT) WEST OF
 AI3982'THE MOST WESTERLY OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE
 AI3982'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND
 AI3982'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI3982'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3983 ***********************************************************************
 AI3983  DESIGNATION -  20 039.75
 AI3983  PID         -  AI3983
 AI3983  STATE/COUNTY-  SD/HARDING
 AI3983  COUNTRY     -  US
 AI3983  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI3983
 AI3983                         *CURRENT SURVEY CONTROL
 AI3983  ______________________________________________________________________
 AI3983* NAD 83(1986) POSITION- 45 32 57.     (N) 103 19 46.     (W)   SCALED
 AI3983* NAVD 88 ORTHO HEIGHT -   881.268 (meters)     2891.29  (feet) ADJUSTED
 AI3983  ______________________________________________________________________
 AI3983  GEOID HEIGHT    -        -16.211 (meters)                     GEOID18
 AI3983  DYNAMIC HEIGHT  -        881.129 (meters)     2890.84  (feet) COMP
 AI3983  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 AI3983
 AI3983  VERT ORDER      -  FIRST     CLASS II
 AI3983
 AI3983.The horizontal coordinates were scaled from a map and have
 AI3983.an estimated accuracy of +/- 6 seconds.
 AI3983
 AI3983.The orthometric height was determined by differential leveling and
 AI3983.adjusted by the NATIONAL GEODETIC SURVEY
 AI3983.in April 2000.
 AI3983
 AI3983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3983.GEOID18 height accuracy estimate available here.
 AI3983
 AI3983.Click photographs - Photos may exist for this station.
 AI3983
 AI3983.The dynamic height is computed by dividing the NAVD 88
 AI3983.geopotential number by the normal gravity value computed on the
 AI3983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3983.degrees latitude (g = 980.6199 gals.).
 AI3983
 AI3983.The modeled gravity was interpolated from observed gravity values.
 AI3983
 AI3983;                    North         East    Units  Estimated Accuracy
 AI3983;SPC SD N     -   196,020.      340,080.      MT  (+/- 180 meters Scaled)
 AI3983
 AI3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL304453(NAD 83)
 AI3983
 AI3983                          SUPERSEDED SURVEY CONTROL
 AI3983
 AI3983.No superseded survey control is available for this station.
 AI3983
 AI3983_MARKER: DB = BENCH MARK DISK
 AI3983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3983_STAMPING: 20-39.75
 AI3983_MARK LOGO: SDDT
 AI3983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3983+STABILITY: SURFACE MOTION
 AI3983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3983+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3983
 AI3983  HISTORY     - Date     Condition        Report By
 AI3983  HISTORY     - 1995     MONUMENTED       SDDT
 AI3983  HISTORY     - 19990527 GOOD             NGS
 AI3983
 AI3983                          STATION DESCRIPTION
 AI3983
 AI3983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3983'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3983'STATE HIGHWAY 20 IN BUFFALO, THENCE 17.1 KM (10.60 MI) EASTERLY ALONG
 AI3983'STATE HIGHWAY 20, 486.3 M (1595.5 FT) WEST OF MILEPOST 40, 33.1 M
 AI3983'(108.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) SOUTHEAST
 AI3983'OF UTILITY POLE NUMBER 191, 1.1 M (3.6 FT) WEST OF THE MOST EASTERLY
 AI3983'OF 3 BRACED FENCE POSTS, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AI3983'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AI3983'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AI3983'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4006 ***********************************************************************
 AI4006  DESIGNATION -  20 040.60
 AI4006  PID         -  AI4006
 AI4006  STATE/COUNTY-  SD/HARDING
 AI4006  COUNTRY     -  US
 AI4006  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI4006
 AI4006                         *CURRENT SURVEY CONTROL
 AI4006  ______________________________________________________________________
 AI4006* NAD 83(1986) POSITION- 45 32 47.     (N) 103 18 43.     (W)   SCALED
 AI4006* NAVD 88 ORTHO HEIGHT -   869.715 (meters)     2853.39  (feet) ADJUSTED
 AI4006  ______________________________________________________________________
 AI4006  GEOID HEIGHT    -        -16.239 (meters)                     GEOID18
 AI4006  DYNAMIC HEIGHT  -        869.574 (meters)     2852.93  (feet) COMP
 AI4006  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 AI4006
 AI4006  VERT ORDER      -  FIRST     CLASS II
 AI4006
 AI4006.The horizontal coordinates were scaled from a map and have
 AI4006.an estimated accuracy of +/- 6 seconds.
 AI4006
 AI4006.The orthometric height was determined by differential leveling and
 AI4006.adjusted by the NATIONAL GEODETIC SURVEY
 AI4006.in April 2000.
 AI4006
 AI4006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4006.GEOID18 height accuracy estimate available here.
 AI4006
 AI4006.Click photographs - Photos may exist for this station.
 AI4006
 AI4006.The dynamic height is computed by dividing the NAVD 88
 AI4006.geopotential number by the normal gravity value computed on the
 AI4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4006.degrees latitude (g = 980.6199 gals.).
 AI4006
 AI4006.The modeled gravity was interpolated from observed gravity values.
 AI4006
 AI4006;                    North         East    Units  Estimated Accuracy
 AI4006;SPC SD N     -   195,650.      341,440.      MT  (+/- 180 meters Scaled)
 AI4006
 AI4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL317450(NAD 83)
 AI4006
 AI4006                          SUPERSEDED SURVEY CONTROL
 AI4006
 AI4006.No superseded survey control is available for this station.
 AI4006
 AI4006_MARKER: DB = BENCH MARK DISK
 AI4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4006_STAMPING: 20-40.60
 AI4006_MARK LOGO: SDDT
 AI4006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4006+STABILITY: SURFACE MOTION
 AI4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4006+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4006
 AI4006  HISTORY     - Date     Condition        Report By
 AI4006  HISTORY     - 1995     MONUMENTED       SDDT
 AI4006  HISTORY     - 19990527 GOOD             NGS
 AI4006
 AI4006                          STATION DESCRIPTION
 AI4006
 AI4006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4006'18.4 KM (11.45 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4006'OFFICE IN REVA, 796.7 M (2613.8 FT) WEST OF MILEPOST 41, 61.5 M (201.8
 AI4006'FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 30.8 M (101.0 FT) NORTH
 AI4006'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 26.8 M (87.9 FT) SOUTHEAST
 AI4006'OF A UTILITY POLE, 3.8 M (12.5 FT) EAST OF THE MOST WESTERLY OF 5
 AI4006'BRACED FENCE POSTS, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AI4006'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4006'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4007 ***********************************************************************
 AI4007  DESIGNATION -  20 041.40
 AI4007  PID         -  AI4007
 AI4007  STATE/COUNTY-  SD/HARDING
 AI4007  COUNTRY     -  US
 AI4007  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI4007
 AI4007                         *CURRENT SURVEY CONTROL
 AI4007  ______________________________________________________________________
 AI4007* NAD 83(1986) POSITION- 45 32 43.     (N) 103 17 46.     (W)   SCALED
 AI4007* NAVD 88 ORTHO HEIGHT -   871.228 (meters)     2858.35  (feet) ADJUSTED
 AI4007  ______________________________________________________________________
 AI4007  GEOID HEIGHT    -        -16.264 (meters)                     GEOID18
 AI4007  DYNAMIC HEIGHT  -        871.084 (meters)     2857.88  (feet) COMP
 AI4007  MODELED GRAVITY -    980,420.5   (mgal)                       NAVD 88
 AI4007
 AI4007  VERT ORDER      -  FIRST     CLASS II
 AI4007
 AI4007.The horizontal coordinates were scaled from a map and have
 AI4007.an estimated accuracy of +/- 6 seconds.
 AI4007
 AI4007.The orthometric height was determined by differential leveling and
 AI4007.adjusted by the NATIONAL GEODETIC SURVEY
 AI4007.in April 2000.
 AI4007
 AI4007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4007.GEOID18 height accuracy estimate available here.
 AI4007
 AI4007.Click photographs - Photos may exist for this station.
 AI4007
 AI4007.The dynamic height is computed by dividing the NAVD 88
 AI4007.geopotential number by the normal gravity value computed on the
 AI4007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4007.degrees latitude (g = 980.6199 gals.).
 AI4007
 AI4007.The modeled gravity was interpolated from observed gravity values.
 AI4007
 AI4007;                    North         East    Units  Estimated Accuracy
 AI4007;SPC SD N     -   195,480.      342,670.      MT  (+/- 180 meters Scaled)
 AI4007
 AI4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL330449(NAD 83)
 AI4007
 AI4007                          SUPERSEDED SURVEY CONTROL
 AI4007
 AI4007.No superseded survey control is available for this station.
 AI4007
 AI4007_MARKER: DD = SURVEY DISK
 AI4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4007_STAMPING: 20-41.40 1997
 AI4007_MARK LOGO: SDSM
 AI4007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4007+STABILITY: SURFACE MOTION
 AI4007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4007+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4007
 AI4007  HISTORY     - Date     Condition        Report By
 AI4007  HISTORY     - 1997     MONUMENTED       SDDT
 AI4007  HISTORY     - 19990527 GOOD             NGS
 AI4007
 AI4007                          STATION DESCRIPTION
 AI4007
 AI4007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4007'17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4007'OFFICE IN REVA, 456.5 M (1497.7 FT) EAST OF MILEPOST 41, 29.5 M (96.8
 AI4007'FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.5 M (47.6 FT) SOUTH OF THE
 AI4007'EAST END OF A CULVERT UNDER A FIELD ENTRANCE, 4.6 M (15.1 FT) EAST OF
 AI4007'THE CENTER OF THE FIELD ENTRANCE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 AI4007'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AI4007'MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON
 AI4007'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4008 ***********************************************************************
 AI4008  DESIGNATION -  20 042.60
 AI4008  PID         -  AI4008
 AI4008  STATE/COUNTY-  SD/HARDING
 AI4008  COUNTRY     -  US
 AI4008  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI4008
 AI4008                         *CURRENT SURVEY CONTROL
 AI4008  ______________________________________________________________________
 AI4008* NAD 83(1986) POSITION- 45 32 43.     (N) 103 16 28.     (W)   SCALED
 AI4008* NAVD 88 ORTHO HEIGHT -   909.444 (meters)     2983.73  (feet) ADJUSTED
 AI4008  ______________________________________________________________________
 AI4008  GEOID HEIGHT    -        -16.297 (meters)                     GEOID18
 AI4008  DYNAMIC HEIGHT  -        909.296 (meters)     2983.25  (feet) COMP
 AI4008  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 AI4008
 AI4008  VERT ORDER      -  FIRST     CLASS II
 AI4008
 AI4008.The horizontal coordinates were scaled from a map and have
 AI4008.an estimated accuracy of +/- 6 seconds.
 AI4008
 AI4008.The orthometric height was determined by differential leveling and
 AI4008.adjusted by the NATIONAL GEODETIC SURVEY
 AI4008.in April 2000.
 AI4008
 AI4008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4008.GEOID18 height accuracy estimate available here.
 AI4008
 AI4008.Click photographs - Photos may exist for this station.
 AI4008
 AI4008.The dynamic height is computed by dividing the NAVD 88
 AI4008.geopotential number by the normal gravity value computed on the
 AI4008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4008.degrees latitude (g = 980.6199 gals.).
 AI4008
 AI4008.The modeled gravity was interpolated from observed gravity values.
 AI4008
 AI4008;                    North         East    Units  Estimated Accuracy
 AI4008;SPC SD N     -   195,410.      344,360.      MT  (+/- 180 meters Scaled)
 AI4008
 AI4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL347449(NAD 83)
 AI4008
 AI4008                          SUPERSEDED SURVEY CONTROL
 AI4008
 AI4008.No superseded survey control is available for this station.
 AI4008
 AI4008_MARKER: DD = SURVEY DISK
 AI4008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4008_STAMPING: 20-42.60 1997
 AI4008_MARK LOGO: SDSM
 AI4008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4008+STABILITY: SURFACE MOTION
 AI4008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4008+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4008
 AI4008  HISTORY     - Date     Condition        Report By
 AI4008  HISTORY     - 1997     MONUMENTED       SDDT
 AI4008  HISTORY     - 19990527 GOOD             NGS
 AI4008
 AI4008                          STATION DESCRIPTION
 AI4008
 AI4008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4008'15.5 KM (9.65 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4008'IN REVA, 561.8 M (1843.2 FT) WEST OF MILEPOST 43, 30.0 M (98.4 FT)
 AI4008'SOUTH OF THE HIGHWAY CENTERLINE, 21.1 M (69.2 FT) WEST OF UNDERGROUND
 AI4008'CABLE JUNCTION BOX NUMBER LP 3, 5.0 M (16.4 FT) EAST OF THE CENTER OF
 AI4008'A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AI4008'(1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI4008'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4008'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7918 ***********************************************************************
 AC7918  CBN         -  This is a Cooperative Base Network Control Station.
 AC7918  DESIGNATION -  20 043.54
 AC7918  PID         -  AC7918
 AC7918  STATE/COUNTY-  SD/HARDING
 AC7918  COUNTRY     -  US
 AC7918  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AC7918
 AC7918                         *CURRENT SURVEY CONTROL
 AC7918  ______________________________________________________________________
 AC7918* NAD 83(2011) POSITION- 45 32 32.31285(N) 103 15 23.47296(W)   ADJUSTED
 AC7918* NAD 83(2011) ELLIP HT-   883.307 (meters)        (06/27/12)   ADJUSTED
 AC7918* NAD 83(2011) EPOCH   -  2010.00
 AC7918* NAVD 88 ORTHO HEIGHT -   899.627 (meters)     2951.53  (feet) ADJUSTED
 AC7918  ______________________________________________________________________
 AC7918  GEOID HEIGHT    -        -16.329 (meters)                     GEOID18
 AC7918  NAD 83(2011) X  - -1,026,257.031 (meters)                     COMP
 AC7918  NAD 83(2011) Y  - -4,356,135.711 (meters)                     COMP
 AC7918  NAD 83(2011) Z  -  4,530,394.342 (meters)                     COMP
 AC7918  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 AC7918  DYNAMIC HEIGHT  -        899.480 (meters)     2951.04  (feet) COMP
 AC7918  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 AC7918
 AC7918  VERT ORDER      -  FIRST     CLASS II
 AC7918
 AC7918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7918  Standards:
 AC7918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7918  -------------------------------------------------------------------
 AC7918  NETWORK    1.19   3.57           0.56   0.37   1.82     -0.08379007
 AC7918  -------------------------------------------------------------------
 AC7918  Click here for local accuracies and other accuracy information.
 AC7918
 AC7918.The horizontal coordinates were established by GPS observations
 AC7918.and adjusted by the National Geodetic Survey in June 2012.
 AC7918
 AC7918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7918.been affixed to the stable North American tectonic plate. See 
 AC7918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7918
 AC7918.The horizontal coordinates are valid at the epoch date displayed above
 AC7918.which is a decimal equivalence of Year/Month/Day.
 AC7918
 AC7918.The orthometric height was determined by differential leveling and
 AC7918.adjusted by the NATIONAL GEODETIC SURVEY
 AC7918.in April 2000.
 AC7918
 AC7918.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7918.GEOID18 height accuracy estimate available here.
 AC7918
 AC7918.Click photographs - Photos may exist for this station.
 AC7918
 AC7918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7918
 AC7918.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7918
 AC7918.The ellipsoidal height was determined by GPS observations
 AC7918.and is referenced to NAD 83.
 AC7918
 AC7918.The dynamic height is computed by dividing the NAVD 88
 AC7918.geopotential number by the normal gravity value computed on the
 AC7918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7918.degrees latitude (g = 980.6199 gals.).
 AC7918
 AC7918.The modeled gravity was interpolated from observed gravity values.
 AC7918
 AC7918. The following values were computed from the NAD 83(2011) position.
 AC7918
 AC7918;                    North         East     Units Scale Factor Converg.
 AC7918;SPC SD N     -   195,024.844   345,742.107   MT  0.99997583   -2 18 17.1
 AC7918;SPC SD N     -   639,844.01  1,134,322.23   sFT  0.99997583   -2 18 17.1
 AC7918;UTM  13      - 5,044,675.296   636,110.072   MT  0.99982777   +1 14 40.7
 AC7918
 AC7918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7918!SPC SD N     -   0.99986154  x   0.99997583  =   0.99983737
 AC7918!UTM  13      -   0.99986154  x   0.99982777  =   0.99968933
 AC7918
 AC7918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3611044675(NAD 83)
 AC7918
 AC7918                          SUPERSEDED SURVEY CONTROL
 AC7918
 AC7918  NAD 83(2007)-  45 32 32.31275(N)    103 15 23.47408(W) AD(2002.00) 0
 AC7918  ELLIP H (02/10/07)  883.339  (m)                       GP(2002.00)    
 AC7918  ELLIP H (04/15/04)  883.347  (m)                       GP(       ) 2 1
 AC7918  NAD 83(1996)-  45 32 32.31209(N)    103 15 23.47347(W) AD(       ) B
 AC7918  ELLIP H (04/18/97)  883.417  (m)                       GP(       ) 4 1
 AC7918  NAVD 88 (04/18/97)  899.6    (m)  GEOID96  model used  GPS OBS        
 AC7918
 AC7918.Superseded values are not recommended for survey control.
 AC7918
 AC7918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7918.See file dsdata.pdf to determine how the superseded data were derived.
 AC7918
 AC7918_MARKER: Z = SEE DESCRIPTION
 AC7918_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7918_STAMPING: 20-43.54 1995
 AC7918_MARK LOGO: NGS
 AC7918_PROJECTION: FLUSH
 AC7918_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7918+STABILITY: POSITION/ELEVATION WELL
 AC7918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7918+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AC7918_ROD/PIPE-DEPTH: 12.8 meters
 AC7918_SLEEVE-DEPTH  : 1.8 meters
 AC7918
 AC7918  HISTORY     - Date     Condition        Report By
 AC7918  HISTORY     - 1995     MONUMENTED       SDDT
 AC7918  HISTORY     - 19960829 GOOD             NGS
 AC7918  HISTORY     - 19990527 GOOD             NGS
 AC7918
 AC7918                          STATION DESCRIPTION
 AC7918
 AC7918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7918'THE STATION IS LOCATED ABOUT 24.2 KM (15.05 MI) EAST-SOUTHEAST OF
 AC7918'BUFFALO AND 14.2 KM (8.80 MI) WEST OF REVA, ON STATE HIGHWAY 20.
 AC7918'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7918'POST OFFICE AND GENERAL STORE IN REVA, GO WEST ON STATE HIGHWAY 20 FOR
 AC7918'14.2 KM (8.80 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AC7918'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7918'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 29.8 M (97.8
 AC7918'FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) EAST OF THE
 AC7918'CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.4 M
 AC7918'(1.3 FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) SOUTH OF A METAL
 AC7918'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7918'CAP AND THEN A 4-INCH PVC CAP.
 AC7918
 AC7918                          STATION RECOVERY (1999)
 AC7918
 AC7918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AC7918'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AC7918'IN REVA, 687.0 M (2253.9 FT) WEST OF MILE POST 44, 29.8 M (97.8 FT)
 AC7918'SOUTH OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT) EAST OF THE CENTER OF
 AC7918'A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AC7918'(1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) SOUTH
 AC7918'OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7918'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP. THE DATUM
 AC7918'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AC7918'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THIS MONUMENT IS A
 AC7918'COOPERATIVE BASE NETWORK CONTROL STATION.  THE MONUMENT IS ON HIGHWAY
 AC7918'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4009 ***********************************************************************
 AI4009  DESIGNATION -  20 044.30
 AI4009  PID         -  AI4009
 AI4009  STATE/COUNTY-  SD/HARDING
 AI4009  COUNTRY     -  US
 AI4009  USGS QUAD   -  BATTLESHIP ROCK (2017)
 AI4009
 AI4009                         *CURRENT SURVEY CONTROL
 AI4009  ______________________________________________________________________
 AI4009* NAD 83(1986) POSITION- 45 32 18.     (N) 103 14 32.     (W)   SCALED
 AI4009* NAVD 88 ORTHO HEIGHT -   906.383 (meters)     2973.69  (feet) ADJUSTED
 AI4009  ______________________________________________________________________
 AI4009  GEOID HEIGHT    -        -16.358 (meters)                     GEOID18
 AI4009  DYNAMIC HEIGHT  -        906.235 (meters)     2973.21  (feet) COMP
 AI4009  MODELED GRAVITY -    980,420.3   (mgal)                       NAVD 88
 AI4009
 AI4009  VERT ORDER      -  FIRST     CLASS II
 AI4009
 AI4009.The horizontal coordinates were scaled from a map and have
 AI4009.an estimated accuracy of +/- 6 seconds.
 AI4009
 AI4009.The orthometric height was determined by differential leveling and
 AI4009.adjusted by the NATIONAL GEODETIC SURVEY
 AI4009.in April 2000.
 AI4009
 AI4009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4009.GEOID18 height accuracy estimate available here.
 AI4009
 AI4009.Click photographs - Photos may exist for this station.
 AI4009
 AI4009.The dynamic height is computed by dividing the NAVD 88
 AI4009.geopotential number by the normal gravity value computed on the
 AI4009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4009.degrees latitude (g = 980.6199 gals.).
 AI4009
 AI4009.The modeled gravity was interpolated from observed gravity values.
 AI4009
 AI4009;                    North         East    Units  Estimated Accuracy
 AI4009;SPC SD N     -   194,540.      346,840.      MT  (+/- 180 meters Scaled)
 AI4009
 AI4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL372442(NAD 83)
 AI4009
 AI4009                          SUPERSEDED SURVEY CONTROL
 AI4009
 AI4009.No superseded survey control is available for this station.
 AI4009
 AI4009_MARKER: DD = SURVEY DISK
 AI4009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4009_STAMPING: 20-44.30 1997
 AI4009_MARK LOGO: SDSM
 AI4009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4009+STABILITY: SURFACE MOTION
 AI4009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4009+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4009
 AI4009  HISTORY     - Date     Condition        Report By
 AI4009  HISTORY     - 1997     MONUMENTED       SDDT
 AI4009  HISTORY     - 19990527 GOOD             NGS
 AI4009
 AI4009                          STATION DESCRIPTION
 AI4009
 AI4009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4009'12.8 KM (7.95 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4009'IN REVA, 540.2 M (1772.3 FT) EAST OF MILEPOST 44, 29.5 M (96.8 FT)
 AI4009'SOUTH OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) EAST OF THE CENTER OF
 AI4009'A FIELD ENTRANCE, 1.3 M (4.3 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 AI4009'A CORRAL, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AI4009'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AI4009'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4009'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4010 ***********************************************************************
 AI4010  DESIGNATION -  20 045.25
 AI4010  PID         -  AI4010
 AI4010  STATE/COUNTY-  SD/HARDING
 AI4010  COUNTRY     -  US
 AI4010  USGS QUAD   -  BATTLESHIP ROCK (2017)
 AI4010
 AI4010                         *CURRENT SURVEY CONTROL
 AI4010  ______________________________________________________________________
 AI4010* NAD 83(1986) POSITION- 45 32 05.     (N) 103 13 32.     (W)   SCALED
 AI4010* NAVD 88 ORTHO HEIGHT -   921.513 (meters)     3023.33  (feet) ADJUSTED
 AI4010  ______________________________________________________________________
 AI4010  GEOID HEIGHT    -        -16.390 (meters)                     GEOID18
 AI4010  DYNAMIC HEIGHT  -        921.355 (meters)     3022.81  (feet) COMP
 AI4010  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 AI4010
 AI4010  VERT ORDER      -  FIRST     CLASS II
 AI4010
 AI4010.The horizontal coordinates were scaled from a map and have
 AI4010.an estimated accuracy of +/- 6 seconds.
 AI4010
 AI4010.The orthometric height was determined by differential leveling and
 AI4010.adjusted by the NATIONAL GEODETIC SURVEY
 AI4010.in April 2000.
 AI4010
 AI4010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4010.GEOID18 height accuracy estimate available here.
 AI4010
 AI4010.Click photographs - Photos may exist for this station.
 AI4010
 AI4010.The dynamic height is computed by dividing the NAVD 88
 AI4010.geopotential number by the normal gravity value computed on the
 AI4010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4010.degrees latitude (g = 980.6199 gals.).
 AI4010
 AI4010.The modeled gravity was interpolated from observed gravity values.
 AI4010
 AI4010;                    North         East    Units  Estimated Accuracy
 AI4010;SPC SD N     -   194,090.      348,130.      MT  (+/- 180 meters Scaled)
 AI4010
 AI4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL385438(NAD 83)
 AI4010
 AI4010                          SUPERSEDED SURVEY CONTROL
 AI4010
 AI4010.No superseded survey control is available for this station.
 AI4010
 AI4010_MARKER: DD = SURVEY DISK
 AI4010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4010_STAMPING: 20-45.25 1997
 AI4010_MARK LOGO: SDSM
 AI4010_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4010+STABILITY: SURFACE MOTION
 AI4010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4010+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4010
 AI4010  HISTORY     - Date     Condition        Report By
 AI4010  HISTORY     - 1997     MONUMENTED       SDDT
 AI4010  HISTORY     - 19990527 GOOD             NGS
 AI4010
 AI4010                          STATION DESCRIPTION
 AI4010
 AI4010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4010'11.4 KM (7.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4010'IN REVA, 367.9 M (1207.0 FT) EAST OF MILEPOST 45, 30.1 M (98.8 FT)
 AI4010'NORTH OF THE HIGHWAY CENTERLINE, 21.6 M (70.9 FT) NORTH OF THE NORTH
 AI4010'END OF A CULVERT UNDER THE HIGHWAY, 0.8 M (2.6 FT) WEST OF THE CENTER
 AI4010'OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI4010'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI4010'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4010'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4011 ***********************************************************************
 AI4011  DESIGNATION -  20 046.25
 AI4011  PID         -  AI4011
 AI4011  STATE/COUNTY-  SD/HARDING
 AI4011  COUNTRY     -  US
 AI4011  USGS QUAD   -  BATTLESHIP ROCK (2017)
 AI4011
 AI4011                         *CURRENT SURVEY CONTROL
 AI4011  ______________________________________________________________________
 AI4011* NAD 83(1986) POSITION- 45 31 53.     (N) 103 12 19.     (W)   SCALED
 AI4011* NAVD 88 ORTHO HEIGHT -   938.791 (meters)     3080.02  (feet) ADJUSTED
 AI4011  ______________________________________________________________________
 AI4011  GEOID HEIGHT    -        -16.428 (meters)                     GEOID18
 AI4011  DYNAMIC HEIGHT  -        938.627 (meters)     3079.48  (feet) COMP
 AI4011  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 AI4011
 AI4011  VERT ORDER      -  FIRST     CLASS II
 AI4011
 AI4011.The horizontal coordinates were scaled from a map and have
 AI4011.an estimated accuracy of +/- 6 seconds.
 AI4011
 AI4011.The orthometric height was determined by differential leveling and
 AI4011.adjusted by the NATIONAL GEODETIC SURVEY
 AI4011.in April 2000.
 AI4011
 AI4011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4011.GEOID18 height accuracy estimate available here.
 AI4011
 AI4011.Click photographs - Photos may exist for this station.
 AI4011
 AI4011.The dynamic height is computed by dividing the NAVD 88
 AI4011.geopotential number by the normal gravity value computed on the
 AI4011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4011.degrees latitude (g = 980.6199 gals.).
 AI4011
 AI4011.The modeled gravity was interpolated from observed gravity values.
 AI4011
 AI4011;                    North         East    Units  Estimated Accuracy
 AI4011;SPC SD N     -   193,650.      349,690.      MT  (+/- 180 meters Scaled)
 AI4011
 AI4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL401435(NAD 83)
 AI4011
 AI4011                          SUPERSEDED SURVEY CONTROL
 AI4011
 AI4011.No superseded survey control is available for this station.
 AI4011
 AI4011_MARKER: DD = SURVEY DISK
 AI4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4011_STAMPING: 20-46.25 1997
 AI4011_MARK LOGO: SDSM
 AI4011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4011+STABILITY: SURFACE MOTION
 AI4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4011+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4011
 AI4011  HISTORY     - Date     Condition        Report By
 AI4011  HISTORY     - 1997     MONUMENTED       SDDT
 AI4011  HISTORY     - 19990527 GOOD             NGS
 AI4011
 AI4011                          STATION DESCRIPTION
 AI4011
 AI4011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4011'9.8 KM (6.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4011'IN REVA, 437.1 M (1434.1 FT) EAST OF MILEPOST 46, 30.1 M (98.8 FT)
 AI4011'NORTH OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT) EAST OF THE CENTER OF
 AI4011'A FIELD ENTRANCE, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT)
 AI4011'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AI4011'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4011'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4012 ***********************************************************************
 AI4012  DESIGNATION -  20 047.10
 AI4012  PID         -  AI4012
 AI4012  STATE/COUNTY-  SD/HARDING
 AI4012  COUNTRY     -  US
 AI4012  USGS QUAD   -  BATTLESHIP ROCK (2017)
 AI4012
 AI4012                         *CURRENT SURVEY CONTROL
 AI4012  ______________________________________________________________________
 AI4012* NAD 83(1986) POSITION- 45 31 54.     (N) 103 11 17.     (W)   SCALED
 AI4012* NAVD 88 ORTHO HEIGHT -   971.118 (meters)     3186.08  (feet) ADJUSTED
 AI4012  ______________________________________________________________________
 AI4012  GEOID HEIGHT    -        -16.453 (meters)                     GEOID18
 AI4012  DYNAMIC HEIGHT  -        970.944 (meters)     3185.51  (feet) COMP
 AI4012  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 AI4012
 AI4012  VERT ORDER      -  FIRST     CLASS II
 AI4012
 AI4012.The horizontal coordinates were scaled from a map and have
 AI4012.an estimated accuracy of +/- 6 seconds.
 AI4012
 AI4012.The orthometric height was determined by differential leveling and
 AI4012.adjusted by the NATIONAL GEODETIC SURVEY
 AI4012.in April 2000.
 AI4012
 AI4012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4012.GEOID18 height accuracy estimate available here.
 AI4012
 AI4012.Click photographs - Photos may exist for this station.
 AI4012
 AI4012.The dynamic height is computed by dividing the NAVD 88
 AI4012.geopotential number by the normal gravity value computed on the
 AI4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4012.degrees latitude (g = 980.6199 gals.).
 AI4012
 AI4012.The modeled gravity was interpolated from observed gravity values.
 AI4012
 AI4012;                    North         East    Units  Estimated Accuracy
 AI4012;SPC SD N     -   193,630.      351,040.      MT  (+/- 180 meters Scaled)
 AI4012
 AI4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL414436(NAD 83)
 AI4012
 AI4012                          SUPERSEDED SURVEY CONTROL
 AI4012
 AI4012.No superseded survey control is available for this station.
 AI4012
 AI4012_MARKER: Z = SEE DESCRIPTION
 AI4012_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4012_STAMPING: 20-47.10 1998
 AI4012_MARK LOGO: NGS
 AI4012_PROJECTION: FLUSH
 AI4012_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4012+STABILITY: POSITION/ELEVATION WELL
 AI4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4012+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4012_ROD/PIPE-DEPTH: 12.8 meters
 AI4012_SLEEVE-DEPTH  : 2.0 meters
 AI4012
 AI4012  HISTORY     - Date     Condition        Report By
 AI4012  HISTORY     - 1998     MONUMENTED       SDDT
 AI4012  HISTORY     - 19990527 GOOD             NGS
 AI4012
 AI4012                          STATION DESCRIPTION
 AI4012
 AI4012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4012'8.4 KM (5.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4012'IN REVA, 170.6 M (559.7 FT) EAST OF MILEPOST 47, 29.9 M (98.1 FT)
 AI4012'SOUTH OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT) EAST OF THE CENTER
 AI4012'OF A DRIVEWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AI4012'(1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) SOUTH
 AI4012'OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI4012'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM
 AI4012'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI4012'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON
 AI4012'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4013 ***********************************************************************
 AI4013  DESIGNATION -  20 048.20
 AI4013  PID         -  AI4013
 AI4013  STATE/COUNTY-  SD/HARDING
 AI4013  COUNTRY     -  US
 AI4013  USGS QUAD   -  BATTLESHIP ROCK (2017)
 AI4013
 AI4013                         *CURRENT SURVEY CONTROL
 AI4013  ______________________________________________________________________
 AI4013* NAD 83(1986) POSITION- 45 32 02.     (N) 103 09 58.     (W)   SCALED
 AI4013* NAVD 88 ORTHO HEIGHT -   988.003 (meters)     3241.47  (feet) ADJUSTED
 AI4013  ______________________________________________________________________
 AI4013  GEOID HEIGHT    -        -16.492 (meters)                     GEOID18
 AI4013  DYNAMIC HEIGHT  -        987.816 (meters)     3240.86  (feet) COMP
 AI4013  MODELED GRAVITY -    980,392.2   (mgal)                       NAVD 88
 AI4013
 AI4013  VERT ORDER      -  FIRST     CLASS II
 AI4013
 AI4013.The horizontal coordinates were scaled from a map and have
 AI4013.an estimated accuracy of +/- 6 seconds.
 AI4013
 AI4013.The orthometric height was determined by differential leveling and
 AI4013.adjusted by the NATIONAL GEODETIC SURVEY
 AI4013.in April 2000.
 AI4013
 AI4013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4013.GEOID18 height accuracy estimate available here.
 AI4013
 AI4013.Click photographs - Photos may exist for this station.
 AI4013
 AI4013.The dynamic height is computed by dividing the NAVD 88
 AI4013.geopotential number by the normal gravity value computed on the
 AI4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4013.degrees latitude (g = 980.6199 gals.).
 AI4013
 AI4013.The modeled gravity was interpolated from observed gravity values.
 AI4013
 AI4013;                    North         East    Units  Estimated Accuracy
 AI4013;SPC SD N     -   193,810.      352,760.      MT  (+/- 180 meters Scaled)
 AI4013
 AI4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL431438(NAD 83)
 AI4013
 AI4013                          SUPERSEDED SURVEY CONTROL
 AI4013
 AI4013.No superseded survey control is available for this station.
 AI4013
 AI4013_MARKER: DD = SURVEY DISK
 AI4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4013_STAMPING: 20-48.20 1997
 AI4013_MARK LOGO: SDSM
 AI4013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4013+STABILITY: SURFACE MOTION
 AI4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4013+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4013
 AI4013  HISTORY     - Date     Condition        Report By
 AI4013  HISTORY     - 1997     MONUMENTED       SDDT
 AI4013  HISTORY     - 19990527 GOOD             NGS
 AI4013
 AI4013                          STATION DESCRIPTION
 AI4013
 AI4013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4013'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4013'IN REVA, 307.5 M (1008.9 FT) EAST OF MILEPOST 48, 30.1 M (98.8 FT)
 AI4013'SOUTH OF THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) WEST OF THE CENTER OF
 AI4013'FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AI4013'(1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI4013'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4013'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4014 ***********************************************************************
 AI4014  DESIGNATION -  20 049.20
 AI4014  PID         -  AI4014
 AI4014  STATE/COUNTY-  SD/HARDING
 AI4014  COUNTRY     -  US
 AI4014  USGS QUAD   -  BATTLESHIP ROCK (2017)
 AI4014
 AI4014                         *CURRENT SURVEY CONTROL
 AI4014  ______________________________________________________________________
 AI4014* NAD 83(1986) POSITION- 45 32 16.     (N) 103 08 39.     (W)   SCALED
 AI4014* NAVD 88 ORTHO HEIGHT -   956.478 (meters)     3138.04  (feet) ADJUSTED
 AI4014  ______________________________________________________________________
 AI4014  GEOID HEIGHT    -        -16.540 (meters)                     GEOID18
 AI4014  DYNAMIC HEIGHT  -        956.298 (meters)     3137.45  (feet) COMP
 AI4014  MODELED GRAVITY -    980,395.0   (mgal)                       NAVD 88
 AI4014
 AI4014  VERT ORDER      -  FIRST     CLASS II
 AI4014
 AI4014.The horizontal coordinates were scaled from a map and have
 AI4014.an estimated accuracy of +/- 6 seconds.
 AI4014
 AI4014.The orthometric height was determined by differential leveling and
 AI4014.adjusted by the NATIONAL GEODETIC SURVEY
 AI4014.in April 2000.
 AI4014
 AI4014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4014.GEOID18 height accuracy estimate available here.
 AI4014
 AI4014.Click photographs - Photos may exist for this station.
 AI4014
 AI4014.The dynamic height is computed by dividing the NAVD 88
 AI4014.geopotential number by the normal gravity value computed on the
 AI4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4014.degrees latitude (g = 980.6199 gals.).
 AI4014
 AI4014.The modeled gravity was interpolated from observed gravity values.
 AI4014
 AI4014;                    North         East    Units  Estimated Accuracy
 AI4014;SPC SD N     -   194,180.      354,490.      MT  (+/- 180 meters Scaled)
 AI4014
 AI4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL448443(NAD 83)
 AI4014
 AI4014                          SUPERSEDED SURVEY CONTROL
 AI4014
 AI4014.No superseded survey control is available for this station.
 AI4014
 AI4014_MARKER: DD = SURVEY DISK
 AI4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4014_STAMPING: 20-49.20 1997
 AI4014_MARK LOGO: SDSM
 AI4014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4014+STABILITY: SURFACE MOTION
 AI4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4014+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4014
 AI4014  HISTORY     - Date     Condition        Report By
 AI4014  HISTORY     - 1997     MONUMENTED       SDDT
 AI4014  HISTORY     - 19990527 GOOD             NGS
 AI4014
 AI4014                          STATION DESCRIPTION
 AI4014
 AI4014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4014'5.0 KM (3.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4014'IN REVA, 436.0 M (1430.4 FT) EAST OF MILEPOST 49, 32.9 M (107.9 FT)
 AI4014'SOUTHEAST OF THE SOUTH HEADWALL OF A LIVESTOCK CROSSING UNDER THE
 AI4014'HIGHWAY, 25.5 M (83.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6
 AI4014'FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.5 M
 AI4014'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AI4014'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4014'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4015 ***********************************************************************
 AI4015  DESIGNATION -  20 050.20
 AI4015  PID         -  AI4015
 AI4015  STATE/COUNTY-  SD/HARDING
 AI4015  COUNTRY     -  US
 AI4015  USGS QUAD   -  BATTLESHIP ROCK (2017)
 AI4015
 AI4015                         *CURRENT SURVEY CONTROL
 AI4015  ______________________________________________________________________
 AI4015* NAD 83(1986) POSITION- 45 32 37.01   (N) 103 07 31.92   (W)   HD_HELD1
 AI4015* NAVD 88 ORTHO HEIGHT -   940.490 (meters)     3085.59  (feet) ADJUSTED
 AI4015  ______________________________________________________________________
 AI4015  GEOID HEIGHT    -        -16.580 (meters)                     GEOID18
 AI4015  DYNAMIC HEIGHT  -        940.318 (meters)     3085.03  (feet) COMP
 AI4015  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 AI4015
 AI4015  VERT ORDER      -  FIRST     CLASS II
 AI4015
 AI4015.The horizontal coordinates were determined by differentially corrected
 AI4015.hand held GPS observations or other comparable positioning techniques
 AI4015.and have an estimated accuracy of +/- 3 meters.
 AI4015
 AI4015.The orthometric height was determined by differential leveling and
 AI4015.adjusted by the NATIONAL GEODETIC SURVEY
 AI4015.in April 2000.
 AI4015
 AI4015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4015.GEOID18 height accuracy estimate available here.
 AI4015
 AI4015.Click photographs - Photos may exist for this station.
 AI4015
 AI4015.The dynamic height is computed by dividing the NAVD 88
 AI4015.geopotential number by the normal gravity value computed on the
 AI4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4015.degrees latitude (g = 980.6199 gals.).
 AI4015
 AI4015.The modeled gravity was interpolated from observed gravity values.
 AI4015
 AI4015;                    North         East    Units  Estimated Accuracy
 AI4015;SPC SD N     -   194,766.6     355,969.5     MT  (+/- 3 meters HH1 GPS) 
 AI4015
 AI4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL4633245050(NAD 83)
 AI4015
 AI4015                          SUPERSEDED SURVEY CONTROL
 AI4015
 AI4015.No superseded survey control is available for this station.
 AI4015
 AI4015_MARKER: DD = SURVEY DISK
 AI4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4015_STAMPING: 20-50.20 1997
 AI4015_MARK LOGO: SDSM
 AI4015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4015+STABILITY: SURFACE MOTION
 AI4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4015+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4015
 AI4015  HISTORY     - Date     Condition        Report By
 AI4015  HISTORY     - 1997     MONUMENTED       SDDT
 AI4015  HISTORY     - 19990527 GOOD             NGS
 AI4015
 AI4015                          STATION DESCRIPTION
 AI4015
 AI4015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4015'3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4015'IN REVA, 306.9 M (1006.9 FT) EAST OF MILEPOST 50, 29.6 M (97.1 FT)
 AI4015'SOUTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) WEST OF THE CENTER
 AI4015'OF A ROAD LEADING TO THE BATTLE OF SLIM BUTTES MONUMENT, 8.5 M (27.9
 AI4015'FT) SOUTHWEST OF A HISTORICAL SIGN, 4.9 M (16.1 FT) WEST OF THE CENTER
 AI4015'OF A GATE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M
 AI4015'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AI4015'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4015'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4016 ***********************************************************************
 AI4016  DESIGNATION -  20 051.10
 AI4016  PID         -  AI4016
 AI4016  STATE/COUNTY-  SD/HARDING
 AI4016  COUNTRY     -  US
 AI4016  USGS QUAD   -  REVA (2017)
 AI4016
 AI4016                         *CURRENT SURVEY CONTROL
 AI4016  ______________________________________________________________________
 AI4016* NAD 83(1986) POSITION- 45 32 45.     (N) 103 06 28.     (W)   SCALED
 AI4016* NAVD 88 ORTHO HEIGHT -   936.985 (meters)     3074.09  (feet) ADJUSTED
 AI4016  ______________________________________________________________________
 AI4016  GEOID HEIGHT    -        -16.622 (meters)                     GEOID18
 AI4016  DYNAMIC HEIGHT  -        936.819 (meters)     3073.55  (feet) COMP
 AI4016  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 AI4016
 AI4016  VERT ORDER      -  FIRST     CLASS II
 AI4016
 AI4016.The horizontal coordinates were scaled from a map and have
 AI4016.an estimated accuracy of +/- 6 seconds.
 AI4016
 AI4016.The orthometric height was determined by differential leveling and
 AI4016.adjusted by the NATIONAL GEODETIC SURVEY
 AI4016.in April 2000.
 AI4016
 AI4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4016.GEOID18 height accuracy estimate available here.
 AI4016
 AI4016.Click photographs - Photos may exist for this station.
 AI4016
 AI4016.The dynamic height is computed by dividing the NAVD 88
 AI4016.geopotential number by the normal gravity value computed on the
 AI4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4016.degrees latitude (g = 980.6199 gals.).
 AI4016
 AI4016.The modeled gravity was interpolated from observed gravity values.
 AI4016
 AI4016;                    North         East    Units  Estimated Accuracy
 AI4016;SPC SD N     -   194,960.      357,370.      MT  (+/- 180 meters Scaled)
 AI4016
 AI4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL477453(NAD 83)
 AI4016
 AI4016                          SUPERSEDED SURVEY CONTROL
 AI4016
 AI4016.No superseded survey control is available for this station.
 AI4016
 AI4016_MARKER: Z = SEE DESCRIPTION
 AI4016_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4016_STAMPING: 20-51.10 1998
 AI4016_MARK LOGO: NGS
 AI4016_PROJECTION: FLUSH
 AI4016_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4016+STABILITY: POSITION/ELEVATION WELL
 AI4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4016+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4016_ROD/PIPE-DEPTH: 12.8 meters
 AI4016_SLEEVE-DEPTH  : 2.0 meters
 AI4016
 AI4016  HISTORY     - Date     Condition        Report By
 AI4016  HISTORY     - 1998     MONUMENTED       SDDT
 AI4016  HISTORY     - 19990527 GOOD             NGS
 AI4016
 AI4016                          STATION DESCRIPTION
 AI4016
 AI4016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4016'1.9 KM (1.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4016'IN REVA, 149.6 M (490.8 FT) EAST OF MILEPOST 51, 29.8 M (97.8 FT)
 AI4016'NORTH OF THE HIGHWAY CENTERLINE, 26.3 M (86.3 FT) EAST OF A UTILITY
 AI4016'POLE, 23.3 M (76.4 FT) NORTHWEST OF A FENCE CORNER, 2.1 M (6.9 FT)
 AI4016'WEST OF A FENCE CORNER, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND
 AI4016'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 AI4016'FT) NORTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AI4016'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE
 AI4016'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4016'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4016'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4017 ***********************************************************************
 AI4017  DESIGNATION -  20 052.20
 AI4017  PID         -  AI4017
 AI4017  STATE/COUNTY-  SD/HARDING
 AI4017  COUNTRY     -  US
 AI4017  USGS QUAD   -  REVA (2017)
 AI4017
 AI4017                         *CURRENT SURVEY CONTROL
 AI4017  ______________________________________________________________________
 AI4017* NAD 83(1986) POSITION- 45 32 31.     (N) 103 04 57.     (W)   SCALED
 AI4017* NAVD 88 ORTHO HEIGHT -   934.009 (meters)     3064.33  (feet) ADJUSTED
 AI4017  ______________________________________________________________________
 AI4017  GEOID HEIGHT    -        -16.687 (meters)                     GEOID18
 AI4017  DYNAMIC HEIGHT  -        933.848 (meters)     3063.80  (feet) COMP
 AI4017  MODELED GRAVITY -    980,411.0   (mgal)                       NAVD 88
 AI4017
 AI4017  VERT ORDER      -  FIRST     CLASS II
 AI4017
 AI4017.The horizontal coordinates were scaled from a map and have
 AI4017.an estimated accuracy of +/- 6 seconds.
 AI4017
 AI4017.The orthometric height was determined by differential leveling and
 AI4017.adjusted by the NATIONAL GEODETIC SURVEY
 AI4017.in April 2000.
 AI4017
 AI4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4017.GEOID18 height accuracy estimate available here.
 AI4017
 AI4017.Click photographs - Photos may exist for this station.
 AI4017
 AI4017.The dynamic height is computed by dividing the NAVD 88
 AI4017.geopotential number by the normal gravity value computed on the
 AI4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4017.degrees latitude (g = 980.6199 gals.).
 AI4017
 AI4017.The modeled gravity was interpolated from observed gravity values.
 AI4017
 AI4017;                    North         East    Units  Estimated Accuracy
 AI4017;SPC SD N     -   194,450.      359,320.      MT  (+/- 180 meters Scaled)
 AI4017
 AI4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL496449(NAD 83)
 AI4017
 AI4017                          SUPERSEDED SURVEY CONTROL
 AI4017
 AI4017.No superseded survey control is available for this station.
 AI4017
 AI4017_MARKER: DD = SURVEY DISK
 AI4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4017_STAMPING: 20-52.20 1997
 AI4017_MARK LOGO: SDSM
 AI4017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4017+STABILITY: SURFACE MOTION
 AI4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4017+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4017
 AI4017  HISTORY     - Date     Condition        Report By
 AI4017  HISTORY     - 1997     MONUMENTED       SDDT
 AI4017  HISTORY     - 19990527 GOOD             NGS
 AI4017
 AI4017                          STATION DESCRIPTION
 AI4017
 AI4017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4017'0.2 KM (0.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4017'IN REVA, 315.8 M (1036.1 FT) EAST OF MILE POST 52, 29.2 M (95.8 FT)
 AI4017'SOUTH OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT) SOUTHEAST OF THE
 AI4017'SOUTH LEG OF A HIGHWAY INFORMATION SIGN (REVA), 1.0 M (3.3 FT) ABOVE
 AI4017'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF A FENCE CORNER,
 AI4017'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI4017'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4017'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4018 ***********************************************************************
 AI4018  DESIGNATION -  20 053.25
 AI4018  PID         -  AI4018
 AI4018  STATE/COUNTY-  SD/HARDING
 AI4018  COUNTRY     -  US
 AI4018  USGS QUAD   -  REVA (2017)
 AI4018
 AI4018                         *CURRENT SURVEY CONTROL
 AI4018  ______________________________________________________________________
 AI4018* NAD 83(1986) POSITION- 45 32 44.     (N) 103 03 46.     (W)   SCALED
 AI4018* NAVD 88 ORTHO HEIGHT -   912.148 (meters)     2992.61  (feet) ADJUSTED
 AI4018  ______________________________________________________________________
 AI4018  GEOID HEIGHT    -        -16.734 (meters)                     GEOID18
 AI4018  DYNAMIC HEIGHT  -        911.993 (meters)     2992.10  (feet) COMP
 AI4018  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 AI4018
 AI4018  VERT ORDER      -  FIRST     CLASS II
 AI4018
 AI4018.The horizontal coordinates were scaled from a map and have
 AI4018.an estimated accuracy of +/- 6 seconds.
 AI4018
 AI4018.The orthometric height was determined by differential leveling and
 AI4018.adjusted by the NATIONAL GEODETIC SURVEY
 AI4018.in April 2000.
 AI4018
 AI4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4018.GEOID18 height accuracy estimate available here.
 AI4018
 AI4018.Click photographs - Photos may exist for this station.
 AI4018
 AI4018.The dynamic height is computed by dividing the NAVD 88
 AI4018.geopotential number by the normal gravity value computed on the
 AI4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4018.degrees latitude (g = 980.6199 gals.).
 AI4018
 AI4018.The modeled gravity was interpolated from observed gravity values.
 AI4018
 AI4018;                    North         East    Units  Estimated Accuracy
 AI4018;SPC SD N     -   194,800.      360,880.      MT  (+/- 180 meters Scaled)
 AI4018
 AI4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL512453(NAD 83)
 AI4018
 AI4018                          SUPERSEDED SURVEY CONTROL
 AI4018
 AI4018.No superseded survey control is available for this station.
 AI4018
 AI4018_MARKER: DD = SURVEY DISK
 AI4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4018_STAMPING: 20-53.25 1997
 AI4018_MARK LOGO: SDSM
 AI4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4018+STABILITY: SURFACE MOTION
 AI4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4018+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4018
 AI4018  HISTORY     - Date     Condition        Report By
 AI4018  HISTORY     - 1997     MONUMENTED       SDDT
 AI4018  HISTORY     - 19990527 GOOD             NGS
 AI4018
 AI4018                          STATION DESCRIPTION
 AI4018
 AI4018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4018'1.5 KM (0.95 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4018'IN REVA, 407.2 M (1336.0 FT) EAST OF MILEPOST 53, 29.9 M (98.1 FT)
 AI4018'NORTH OF THE HIGHWAY CENTERLINE, 3.5 M (11.5 FT) BELOW THE LEVEL OF
 AI4018'THE HIGHWAY, 2.6 M (8.5 FT) SOUTH OF A UTILITY POLE, 0.4 M (1.3 FT)
 AI4018'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AI4018'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4019 ***********************************************************************
 AI4019  DESIGNATION -  20 054.20
 AI4019  PID         -  AI4019
 AI4019  STATE/COUNTY-  SD/HARDING
 AI4019  COUNTRY     -  US
 AI4019  USGS QUAD   -  REVA (2017)
 AI4019
 AI4019                         *CURRENT SURVEY CONTROL
 AI4019  ______________________________________________________________________
 AI4019* NAD 83(1986) POSITION- 45 32 45.     (N) 103 02 37.     (W)   SCALED
 AI4019* NAVD 88 ORTHO HEIGHT -   901.126 (meters)     2956.44  (feet) ADJUSTED
 AI4019  ______________________________________________________________________
 AI4019  GEOID HEIGHT    -        -16.782 (meters)                     GEOID18
 AI4019  DYNAMIC HEIGHT  -        900.975 (meters)     2955.95  (feet) COMP
 AI4019  MODELED GRAVITY -    980,417.3   (mgal)                       NAVD 88
 AI4019
 AI4019  VERT ORDER      -  FIRST     CLASS II
 AI4019
 AI4019.The horizontal coordinates were scaled from a map and have
 AI4019.an estimated accuracy of +/- 6 seconds.
 AI4019
 AI4019.The orthometric height was determined by differential leveling and
 AI4019.adjusted by the NATIONAL GEODETIC SURVEY
 AI4019.in April 2000.
 AI4019
 AI4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4019.GEOID18 height accuracy estimate available here.
 AI4019
 AI4019.Click photographs - Photos may exist for this station.
 AI4019
 AI4019.The dynamic height is computed by dividing the NAVD 88
 AI4019.geopotential number by the normal gravity value computed on the
 AI4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4019.degrees latitude (g = 980.6199 gals.).
 AI4019
 AI4019.The modeled gravity was interpolated from observed gravity values.
 AI4019
 AI4019;                    North         East    Units  Estimated Accuracy
 AI4019;SPC SD N     -   194,770.      362,370.      MT  (+/- 180 meters Scaled)
 AI4019
 AI4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL527454(NAD 83)
 AI4019
 AI4019                          SUPERSEDED SURVEY CONTROL
 AI4019
 AI4019.No superseded survey control is available for this station.
 AI4019
 AI4019_MARKER: DD = SURVEY DISK
 AI4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4019_STAMPING: 20-54.20 1997
 AI4019_MARK LOGO: SDSM
 AI4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4019+STABILITY: SURFACE MOTION
 AI4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4019+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4019
 AI4019  HISTORY     - Date     Condition        Report By
 AI4019  HISTORY     - 1997     MONUMENTED       SDDT
 AI4019  HISTORY     - 19990527 GOOD             NGS
 AI4019
 AI4019                          STATION DESCRIPTION
 AI4019
 AI4019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4019'3.1 KM (1.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4019'IN REVA, 355.1 M (1165.0 FT) EAST OF MILEPOST 54, 29.6 M (97.1 FT)
 AI4019'SOUTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) NORTHWEST OF A
 AI4019'UTILITY POLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AI4019'(1.3 FT) NORTH OF A WITNESS POST AND A T-FENCE CORNER, AND THE
 AI4019'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4019'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4020 ***********************************************************************
 AI4020  DESIGNATION -  20 055.20
 AI4020  PID         -  AI4020
 AI4020  STATE/COUNTY-  SD/HARDING
 AI4020  COUNTRY     -  US
 AI4020  USGS QUAD   -  REVA (2017)
 AI4020
 AI4020                         *CURRENT SURVEY CONTROL
 AI4020  ______________________________________________________________________
 AI4020* NAD 83(1986) POSITION- 45 32 43.     (N) 103 01 22.     (W)   SCALED
 AI4020* NAVD 88 ORTHO HEIGHT -   912.068 (meters)     2992.34  (feet) ADJUSTED
 AI4020  ______________________________________________________________________
 AI4020  GEOID HEIGHT    -        -16.836 (meters)                     GEOID18
 AI4020  DYNAMIC HEIGHT  -        911.917 (meters)     2991.85  (feet) COMP
 AI4020  MODELED GRAVITY -    980,419.4   (mgal)                       NAVD 88
 AI4020
 AI4020  VERT ORDER      -  FIRST     CLASS II
 AI4020
 AI4020.The horizontal coordinates were scaled from a map and have
 AI4020.an estimated accuracy of +/- 6 seconds.
 AI4020
 AI4020.The orthometric height was determined by differential leveling and
 AI4020.adjusted by the NATIONAL GEODETIC SURVEY
 AI4020.in April 2000.
 AI4020
 AI4020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4020.GEOID18 height accuracy estimate available here.
 AI4020
 AI4020.Click photographs - Photos may exist for this station.
 AI4020
 AI4020.The dynamic height is computed by dividing the NAVD 88
 AI4020.geopotential number by the normal gravity value computed on the
 AI4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4020.degrees latitude (g = 980.6199 gals.).
 AI4020
 AI4020.The modeled gravity was interpolated from observed gravity values.
 AI4020
 AI4020;                    North         East    Units  Estimated Accuracy
 AI4020;SPC SD N     -   194,650.      364,000.      MT  (+/- 180 meters Scaled)
 AI4020
 AI4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL543454(NAD 83)
 AI4020
 AI4020                          SUPERSEDED SURVEY CONTROL
 AI4020
 AI4020.No superseded survey control is available for this station.
 AI4020
 AI4020_MARKER: DD = SURVEY DISK
 AI4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4020_STAMPING: 20-55.20 1997
 AI4020_MARK LOGO: SDSM
 AI4020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4020+STABILITY: SURFACE MOTION
 AI4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4020+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4020
 AI4020  HISTORY     - Date     Condition        Report By
 AI4020  HISTORY     - 1997     MONUMENTED       SDDT
 AI4020  HISTORY     - 19990527 GOOD             NGS
 AI4020
 AI4020                          STATION DESCRIPTION
 AI4020
 AI4020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4020'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4020'IN REVA, 364.5 M (1195.9 FT) EAST OF MILEPOST 55, 30.2 M (99.1 FT)
 AI4020'SOUTH OF THE HIGHWAY CENTERLINE, 17.5 M (57.4 FT) NORTHEAST OF A
 AI4020'T-JUNCTION UTILITY POLE WITH A GUY CABLE, 5.9 M (19.4 FT) WEST OF THE
 AI4020'CENTER OF A GATE, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AI4020'M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI4020'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4020'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4021 ***********************************************************************
 AI4021  DESIGNATION -  20 056.18
 AI4021  PID         -  AI4021
 AI4021  STATE/COUNTY-  SD/HARDING
 AI4021  COUNTRY     -  US
 AI4021  USGS QUAD   -  REVA (2017)
 AI4021
 AI4021                         *CURRENT SURVEY CONTROL
 AI4021  ______________________________________________________________________
 AI4021* NAD 83(1986) POSITION- 45 32 39.     (N) 103 00 13.     (W)   SCALED
 AI4021* NAVD 88 ORTHO HEIGHT -   917.739 (meters)     3010.95  (feet) ADJUSTED
 AI4021  ______________________________________________________________________
 AI4021  GEOID HEIGHT    -        -16.886 (meters)                     GEOID18
 AI4021  DYNAMIC HEIGHT  -        917.589 (meters)     3010.46  (feet) COMP
 AI4021  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 AI4021
 AI4021  VERT ORDER      -  FIRST     CLASS II
 AI4021
 AI4021.The horizontal coordinates were scaled from a map and have
 AI4021.an estimated accuracy of +/- 6 seconds.
 AI4021
 AI4021.The orthometric height was determined by differential leveling and
 AI4021.adjusted by the NATIONAL GEODETIC SURVEY
 AI4021.in April 2000.
 AI4021
 AI4021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4021.GEOID18 height accuracy estimate available here.
 AI4021
 AI4021.Click photographs - Photos may exist for this station.
 AI4021
 AI4021.The dynamic height is computed by dividing the NAVD 88
 AI4021.geopotential number by the normal gravity value computed on the
 AI4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4021.degrees latitude (g = 980.6199 gals.).
 AI4021
 AI4021.The modeled gravity was interpolated from observed gravity values.
 AI4021
 AI4021;                    North         East    Units  Estimated Accuracy
 AI4021;SPC SD N     -   194,470.      365,490.      MT  (+/- 180 meters Scaled)
 AI4021
 AI4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL558453(NAD 83)
 AI4021
 AI4021                          SUPERSEDED SURVEY CONTROL
 AI4021
 AI4021.No superseded survey control is available for this station.
 AI4021
 AI4021_MARKER: Z = SEE DESCRIPTION
 AI4021_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4021_STAMPING: 20-56.18 1998
 AI4021_MARK LOGO: NGS
 AI4021_PROJECTION: FLUSH
 AI4021_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4021+STABILITY: POSITION/ELEVATION WELL
 AI4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4021+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4021_ROD/PIPE-DEPTH: 12.8 meters
 AI4021_SLEEVE-DEPTH  : 2.0 meters
 AI4021
 AI4021  HISTORY     - Date     Condition        Report By
 AI4021  HISTORY     - 1998     MONUMENTED       SDDT
 AI4021  HISTORY     - 19990527 GOOD             NGS
 AI4021
 AI4021                          STATION DESCRIPTION
 AI4021
 AI4021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4021'6.2 KM (3.85 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4021'IN REVA, 287.5 M (943.2 FT) EAST OF MILEPOST 56, 38.0 M (124.7 FT)
 AI4021'WEST OF THE CENTERLINE OF STATE HIGHWAY 79, 35.2 M (115.5 FT) NORTH OF
 AI4021'THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT) SOUTHWEST OF UNDERGROUND CABLE
 AI4021'JUNCTION BOX NUMBER A4 5, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 AI4021'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.4 M (1.3
 AI4021'FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AI4021'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP. THE
 AI4021'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4021'THAT IS ATTACHED TO 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS
 AI4021'ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4022 ***********************************************************************
 AI4022  DESIGNATION -  20 057.50
 AI4022  PID         -  AI4022
 AI4022  STATE/COUNTY-  SD/HARDING
 AI4022  COUNTRY     -  US
 AI4022  USGS QUAD   -  WHITE HILL (2017)
 AI4022
 AI4022                         *CURRENT SURVEY CONTROL
 AI4022  ______________________________________________________________________
 AI4022* NAD 83(1986) POSITION- 45 32 04.     (N) 102 58 48.     (W)   SCALED
 AI4022* NAVD 88 ORTHO HEIGHT -   909.182 (meters)     2982.87  (feet) ADJUSTED
 AI4022  ______________________________________________________________________
 AI4022  GEOID HEIGHT    -        -16.949 (meters)                     GEOID18
 AI4022  DYNAMIC HEIGHT  -        909.033 (meters)     2982.39  (feet) COMP
 AI4022  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 AI4022
 AI4022  VERT ORDER      -  FIRST     CLASS II
 AI4022
 AI4022.The horizontal coordinates were scaled from a map and have
 AI4022.an estimated accuracy of +/- 6 seconds.
 AI4022
 AI4022.The orthometric height was determined by differential leveling and
 AI4022.adjusted by the NATIONAL GEODETIC SURVEY
 AI4022.in April 2000.
 AI4022
 AI4022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4022.GEOID18 height accuracy estimate available here.
 AI4022
 AI4022.Click photographs - Photos may exist for this station.
 AI4022
 AI4022.The dynamic height is computed by dividing the NAVD 88
 AI4022.geopotential number by the normal gravity value computed on the
 AI4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4022.degrees latitude (g = 980.6199 gals.).
 AI4022
 AI4022.The modeled gravity was interpolated from observed gravity values.
 AI4022
 AI4022;                    North         East    Units  Estimated Accuracy
 AI4022;SPC SD N     -   193,320.      367,290.      MT  (+/- 180 meters Scaled)
 AI4022
 AI4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL577443(NAD 83)
 AI4022
 AI4022                          SUPERSEDED SURVEY CONTROL
 AI4022
 AI4022.No superseded survey control is available for this station.
 AI4022
 AI4022_MARKER: DD = SURVEY DISK
 AI4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4022_STAMPING: 20-57.50 1997
 AI4022_MARK LOGO: SDSM
 AI4022_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4022+STABILITY: SURFACE MOTION
 AI4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4022+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4022
 AI4022  HISTORY     - Date     Condition        Report By
 AI4022  HISTORY     - 1997     MONUMENTED       SDDT
 AI4022  HISTORY     - 19990527 GOOD             NGS
 AI4022
 AI4022                          STATION DESCRIPTION
 AI4022
 AI4022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4022'8.3 KM (5.15 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4022'IN REVA, 815.5 M (2675.5 FT) EAST OF MILEPOST 57, 28.7 M (94.2 FT)
 AI4022'SOUTHWEST OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) NORTHWEST OF THE
 AI4022'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) ABOVE THE LEVEL THE
 AI4022'HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF WITNESS POST AND FENCE, AND THE
 AI4022'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4022'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4023 ***********************************************************************
 AI4023  DESIGNATION -  20 058.50
 AI4023  PID         -  AI4023
 AI4023  STATE/COUNTY-  SD/HARDING
 AI4023  COUNTRY     -  US
 AI4023  USGS QUAD   -  WHITE HILL (2017)
 AI4023
 AI4023                         *CURRENT SURVEY CONTROL
 AI4023  ______________________________________________________________________
 AI4023* NAD 83(1986) POSITION- 45 31 54.     (N) 102 57 34.     (W)   SCALED
 AI4023* NAVD 88 ORTHO HEIGHT -   905.003 (meters)     2969.16  (feet) ADJUSTED
 AI4023  ______________________________________________________________________
 AI4023  GEOID HEIGHT    -        -17.001 (meters)                     GEOID18
 AI4023  DYNAMIC HEIGHT  -        904.854 (meters)     2968.68  (feet) COMP
 AI4023  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 AI4023
 AI4023  VERT ORDER      -  FIRST     CLASS II
 AI4023
 AI4023.The horizontal coordinates were scaled from a map and have
 AI4023.an estimated accuracy of +/- 6 seconds.
 AI4023
 AI4023.The orthometric height was determined by differential leveling and
 AI4023.adjusted by the NATIONAL GEODETIC SURVEY
 AI4023.in April 2000.
 AI4023
 AI4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4023.GEOID18 height accuracy estimate available here.
 AI4023
 AI4023.Click photographs - Photos may exist for this station.
 AI4023
 AI4023.The dynamic height is computed by dividing the NAVD 88
 AI4023.geopotential number by the normal gravity value computed on the
 AI4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4023.degrees latitude (g = 980.6199 gals.).
 AI4023
 AI4023.The modeled gravity was interpolated from observed gravity values.
 AI4023
 AI4023;                    North         East    Units  Estimated Accuracy
 AI4023;SPC SD N     -   192,950.      368,880.      MT  (+/- 180 meters Scaled)
 AI4023
 AI4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL593440(NAD 83)
 AI4023
 AI4023                          SUPERSEDED SURVEY CONTROL
 AI4023
 AI4023.No superseded survey control is available for this station.
 AI4023
 AI4023_MARKER: DD = SURVEY DISK
 AI4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4023_STAMPING: 20-58.50 1997
 AI4023_MARK LOGO: SDSM
 AI4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4023+STABILITY: SURFACE MOTION
 AI4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4023+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4023
 AI4023  HISTORY     - Date     Condition        Report By
 AI4023  HISTORY     - 1997     MONUMENTED       SDDT
 AI4023  HISTORY     - 19990527 GOOD             NGS
 AI4023
 AI4023                          STATION DESCRIPTION
 AI4023
 AI4023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4023'10.0 KM (6.20 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4023'IN REVA, 885.8 M (2906.2 FT) EAST OF MILEPOST 58, 30.0 M (98.4 FT)
 AI4023'NORTH OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) EAST OF THE CENTER OF
 AI4023'A FIELD ENTRANCE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE,
 AI4023'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AI4023'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4023'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4024 ***********************************************************************
 AI4024  DESIGNATION -  20 059.50
 AI4024  PID         -  AI4024
 AI4024  STATE/COUNTY-  SD/PERKINS
 AI4024  COUNTRY     -  US
 AI4024  USGS QUAD   -  WHITE HILL (2017)
 AI4024
 AI4024                         *CURRENT SURVEY CONTROL
 AI4024  ______________________________________________________________________
 AI4024* NAD 83(1986) POSITION- 45 31 53.     (N) 102 56 24.     (W)   SCALED
 AI4024* NAVD 88 ORTHO HEIGHT -   900.624 (meters)     2954.80  (feet) ADJUSTED
 AI4024  ______________________________________________________________________
 AI4024  GEOID HEIGHT    -        -17.048 (meters)                     GEOID18
 AI4024  DYNAMIC HEIGHT  -        900.475 (meters)     2954.31  (feet) COMP
 AI4024  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 AI4024
 AI4024  VERT ORDER      -  FIRST     CLASS II
 AI4024
 AI4024.The horizontal coordinates were scaled from a map and have
 AI4024.an estimated accuracy of +/- 6 seconds.
 AI4024
 AI4024.The orthometric height was determined by differential leveling and
 AI4024.adjusted by the NATIONAL GEODETIC SURVEY
 AI4024.in April 2000.
 AI4024
 AI4024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4024.GEOID18 height accuracy estimate available here.
 AI4024
 AI4024.Click photographs - Photos may exist for this station.
 AI4024
 AI4024.The dynamic height is computed by dividing the NAVD 88
 AI4024.geopotential number by the normal gravity value computed on the
 AI4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4024.degrees latitude (g = 980.6199 gals.).
 AI4024
 AI4024.The modeled gravity was interpolated from observed gravity values.
 AI4024
 AI4024;                    North         East    Units  Estimated Accuracy
 AI4024;SPC SD N     -   192,870.      370,400.      MT  (+/- 180 meters Scaled)
 AI4024
 AI4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL608440(NAD 83)
 AI4024
 AI4024                          SUPERSEDED SURVEY CONTROL
 AI4024
 AI4024.No superseded survey control is available for this station.
 AI4024
 AI4024_MARKER: DD = SURVEY DISK
 AI4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4024_STAMPING: 20-59.50 1997
 AI4024_MARK LOGO: SDSM
 AI4024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4024+STABILITY: SURFACE MOTION
 AI4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4024+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4024
 AI4024  HISTORY     - Date     Condition        Report By
 AI4024  HISTORY     - 1997     MONUMENTED       SDDT
 AI4024  HISTORY     - 19990527 GOOD             NGS
 AI4024
 AI4024                          STATION DESCRIPTION
 AI4024
 AI4024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4024'11.5 KM (7.15 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4024'IN REVA, 806.6 M (2646.3 FT) EAST OF MILEPOST 59, 29.6 M (97.1 FT)
 AI4024'NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) WEST OF THE CENTER OF
 AI4024'A FIELD ENTRANCE, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT)
 AI4024'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI4024'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4024'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4025 ***********************************************************************
 AI4025  DESIGNATION -  20 060.50
 AI4025  PID         -  AI4025
 AI4025  STATE/COUNTY-  SD/PERKINS
 AI4025  COUNTRY     -  US
 AI4025  USGS QUAD   -  WHITE HILL (2017)
 AI4025
 AI4025                         *CURRENT SURVEY CONTROL
 AI4025  ______________________________________________________________________
 AI4025* NAD 83(1986) POSITION- 45 31 51.     (N) 102 55 11.     (W)   SCALED
 AI4025* NAVD 88 ORTHO HEIGHT -   907.220 (meters)     2976.44  (feet) ADJUSTED
 AI4025  ______________________________________________________________________
 AI4025  GEOID HEIGHT    -        -17.096 (meters)                     GEOID18
 AI4025  DYNAMIC HEIGHT  -        907.070 (meters)     2975.95  (feet) COMP
 AI4025  MODELED GRAVITY -    980,419.0   (mgal)                       NAVD 88
 AI4025
 AI4025  VERT ORDER      -  FIRST     CLASS II
 AI4025
 AI4025.The horizontal coordinates were scaled from a map and have
 AI4025.an estimated accuracy of +/- 6 seconds.
 AI4025
 AI4025.The orthometric height was determined by differential leveling and
 AI4025.adjusted by the NATIONAL GEODETIC SURVEY
 AI4025.in April 2000.
 AI4025
 AI4025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4025.GEOID18 height accuracy estimate available here.
 AI4025
 AI4025.Click photographs - Photos may exist for this station.
 AI4025
 AI4025.The dynamic height is computed by dividing the NAVD 88
 AI4025.geopotential number by the normal gravity value computed on the
 AI4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4025.degrees latitude (g = 980.6199 gals.).
 AI4025
 AI4025.The modeled gravity was interpolated from observed gravity values.
 AI4025
 AI4025;                    North         East    Units  Estimated Accuracy
 AI4025;SPC SD N     -   192,750.      371,980.      MT  (+/- 180 meters Scaled)
 AI4025
 AI4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL624440(NAD 83)
 AI4025
 AI4025                          SUPERSEDED SURVEY CONTROL
 AI4025
 AI4025.No superseded survey control is available for this station.
 AI4025
 AI4025_MARKER: DD = SURVEY DISK
 AI4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4025_STAMPING: 20-60.50 1997
 AI4025_MARK LOGO: SDSM
 AI4025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4025+STABILITY: SURFACE MOTION
 AI4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4025+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4025
 AI4025  HISTORY     - Date     Condition        Report By
 AI4025  HISTORY     - 1997     MONUMENTED       SDDT
 AI4025  HISTORY     - 19990527 GOOD             NGS
 AI4025
 AI4025                          STATION DESCRIPTION
 AI4025
 AI4025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4025'13.1 KM (8.15 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4025'IN REVA, 725.7 M (2380.9 FT) EAST OF MILEPOST 60, 36.0 M (118.1 FT)
 AI4025'SOUTH OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT) SOUTHWEST OF A FENCE
 AI4025'CORNER, 0.4 M (1.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 AI4025'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AI4025'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4025'PROPERTY OWNED BY GERALD MILLER, 4327 SARAH WAY, LAKEWOOD, CA
 AI4025'90712-3759.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7943 ***********************************************************************
 AC7943  FBN         -  This is a Federal Base Network Control Station.
 AC7943  DESIGNATION -  20 061.46
 AC7943  PID         -  AC7943
 AC7943  STATE/COUNTY-  SD/PERKINS
 AC7943  COUNTRY     -  US
 AC7943  USGS QUAD   -  WHITE HILL (2017)
 AC7943
 AC7943                         *CURRENT SURVEY CONTROL
 AC7943  ______________________________________________________________________
 AC7943* NAD 83(2011) POSITION- 45 31 53.26932(N) 102 53 58.81188(W)   ADJUSTED
 AC7943* NAD 83(2011) ELLIP HT-   889.637 (meters)        (06/27/12)   ADJUSTED
 AC7943* NAD 83(2011) EPOCH   -  2010.00
 AC7943* NAVD 88 ORTHO HEIGHT -   906.764 (meters)     2974.94  (feet) ADJUSTED
 AC7943  ______________________________________________________________________
 AC7943  GEOID HEIGHT    -        -17.143 (meters)                     GEOID18
 AC7943  NAD 83(2011) X  -   -999,299.433 (meters)                     COMP
 AC7943  NAD 83(2011) Y  - -4,363,285.941 (meters)                     COMP
 AC7943  NAD 83(2011) Z  -  4,529,554.431 (meters)                     COMP
 AC7943  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 AC7943  DYNAMIC HEIGHT  -        906.613 (meters)     2974.45  (feet) COMP
 AC7943  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 AC7943
 AC7943  VERT ORDER      -  FIRST     CLASS II
 AC7943
 AC7943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7943  Standards:
 AC7943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7943  -------------------------------------------------------------------
 AC7943  NETWORK    0.36   0.98           0.16   0.13   0.50     -0.05051798
 AC7943  -------------------------------------------------------------------
 AC7943  Click here for local accuracies and other accuracy information.
 AC7943
 AC7943.The horizontal coordinates were established by GPS observations
 AC7943.and adjusted by the National Geodetic Survey in June 2012.
 AC7943
 AC7943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7943.been affixed to the stable North American tectonic plate. See 
 AC7943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7943
 AC7943.The horizontal coordinates are valid at the epoch date displayed above
 AC7943.which is a decimal equivalence of Year/Month/Day.
 AC7943
 AC7943.The orthometric height was determined by differential leveling and
 AC7943.adjusted by the NATIONAL GEODETIC SURVEY
 AC7943.in April 2000.
 AC7943
 AC7943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7943.GEOID18 height accuracy estimate available here.
 AC7943
 AC7943.Click photographs - Photos may exist for this station.
 AC7943
 AC7943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7943
 AC7943.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7943
 AC7943.The ellipsoidal height was determined by GPS observations
 AC7943.and is referenced to NAD 83.
 AC7943
 AC7943.The dynamic height is computed by dividing the NAVD 88
 AC7943.geopotential number by the normal gravity value computed on the
 AC7943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7943.degrees latitude (g = 980.6199 gals.).
 AC7943
 AC7943.The modeled gravity was interpolated from observed gravity values.
 AC7943
 AC7943. The following values were computed from the NAD 83(2011) position.
 AC7943
 AC7943;                    North         East     Units Scale Factor Converg.
 AC7943;SPC SD N     -   192,760.884   373,547.937   MT  0.99997423   -2 03 07.9
 AC7943;SPC SD N     -   632,416.33  1,225,548.52   sFT  0.99997423   -2 03 07.9
 AC7943;UTM  13      - 5,044,137.656   664,000.017   MT  0.99993069   +1 29 57.1
 AC7943
 AC7943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7943!SPC SD N     -   0.99986054  x   0.99997423  =   0.99983478
 AC7943!UTM  13      -   0.99986054  x   0.99993069  =   0.99979124
 AC7943
 AC7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6400044137(NAD 83)
 AC7943
 AC7943                          SUPERSEDED SURVEY CONTROL
 AC7943
 AC7943  NAD 83(2007)-  45 31 53.26918(N)    102 53 58.81297(W) AD(2002.00) 0
 AC7943  ELLIP H (02/10/07)  889.665  (m)                       GP(2002.00)    
 AC7943  ELLIP H (06/23/03)  889.645  (m)                       GP(       ) 3 1
 AC7943  NAD 83(1996)-  45 31 53.26871(N)    102 53 58.81224(W) AD(       ) A
 AC7943  ELLIP H (07/24/97)  889.680  (m)                       GP(       ) 1 1
 AC7943  NAD 83(1996)-  45 31 53.26871(N)    102 53 58.81224(W) AD(       ) B
 AC7943  ELLIP H (04/18/97)  889.740  (m)                       GP(       ) 4 1
 AC7943  NAVD 88             906.76   (m)         2974.9    (f) LEVELING    3  
 AC7943  NAVD 88 (04/18/97)  906.8    (m)  GEOID96  model used  GPS OBS        
 AC7943
 AC7943.Superseded values are not recommended for survey control.
 AC7943
 AC7943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7943.See file dsdata.pdf to determine how the superseded data were derived.
 AC7943
 AC7943_MARKER: Z = SEE DESCRIPTION
 AC7943_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7943_STAMPING: 20-61.46 1995
 AC7943_MARK LOGO: NGS
 AC7943_PROJECTION: FLUSH
 AC7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7943+STABILITY: POSITION/ELEVATION WELL
 AC7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7943+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AC7943_ROD/PIPE-DEPTH: 12.8 meters
 AC7943_SLEEVE-DEPTH  : 1.80 meters
 AC7943
 AC7943  HISTORY     - Date     Condition        Report By
 AC7943  HISTORY     - 1995     MONUMENTED       SDDT
 AC7943  HISTORY     - 19960927 GOOD             NGS
 AC7943  HISTORY     - 19990527 GOOD             NGS
 AC7943  HISTORY     - 20020514 GOOD             SDDT
 AC7943
 AC7943                          STATION DESCRIPTION
 AC7943
 AC7943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7943'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF PRAIRIE CITY AND
 AC7943'3.0 MI (4.8 KM) EAST OF THE PERKINS/HARDING COUNTY LINE, ON STATE
 AC7943'HIGHWAY 20.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7943'STATION FROM THE POST OFFICE IN PRAIRIE CITY, GO WEST ON STATE HIGHWAY
 AC7943'FOR 4.5 MI (7.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AC7943'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7943'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 30.0 M
 AC7943'(98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.0 M (55.8 FT)
 AC7943'NORTH-NORTHWEST OF THE WEST END OF A CULVERT UNDER A FIELD ENTRANCE
 AC7943'ROAD, 13.3 M (43.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 9.4 M
 AC7943'(30.8 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.4
 AC7943'M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A
 AC7943'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7943'LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7943
 AC7943                          STATION RECOVERY (1999)
 AC7943
 AC7943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AC7943'14.7 KM (9.15 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AC7943'IN REVA, 716.9 M (2352.0 FT) EAST OF MILEPOST 61, 30.0 M (98.4 FT)
 AC7943'NORTH OF THE HIGHWAY CENTERLINE, 13.3 M (43.6 FT) WEST OF THE CENTER
 AC7943'OF A FIELD ENTRANCE, 5.8 M (19.0 FT) WEST OF THE CENTER OF A GATE, 2.6
 AC7943'M (8.5 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 0.4 M (1.3 FT)
 AC7943'NORTH OF A METAL GUARD POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 AC7943'AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC7943'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7943'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AC7943'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AC7943'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.  THIS
 AC7943'MONUMENT IS A CANDIDATE FOR A FEDERAL BASE NETWORK CONTROL STATION.
 AC7943
 AC7943                          STATION RECOVERY (2002)
 AC7943
 AC7943'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7943'RECOVERED AS DESCRIBED
 AC7943'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4026 ***********************************************************************
 AI4026  DESIGNATION -  20 061.95
 AI4026  PID         -  AI4026
 AI4026  STATE/COUNTY-  SD/PERKINS
 AI4026  COUNTRY     -  US
 AI4026  USGS QUAD   -  WHITE HILL (2017)
 AI4026
 AI4026                         *CURRENT SURVEY CONTROL
 AI4026  ______________________________________________________________________
 AI4026* NAD 83(1986) POSITION- 45 31 54.     (N) 102 53 20.     (W)   SCALED
 AI4026* NAVD 88 ORTHO HEIGHT -   903.190 (meters)     2963.22  (feet) ADJUSTED
 AI4026  ______________________________________________________________________
 AI4026  GEOID HEIGHT    -        -17.169 (meters)                     GEOID18
 AI4026  DYNAMIC HEIGHT  -        903.039 (meters)     2962.72  (feet) COMP
 AI4026  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 AI4026
 AI4026  VERT ORDER      -  FIRST     CLASS II
 AI4026
 AI4026.The horizontal coordinates were scaled from a map and have
 AI4026.an estimated accuracy of +/- 6 seconds.
 AI4026
 AI4026.The orthometric height was determined by differential leveling and
 AI4026.adjusted by the NATIONAL GEODETIC SURVEY
 AI4026.in April 2000.
 AI4026
 AI4026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4026.GEOID18 height accuracy estimate available here.
 AI4026
 AI4026.Click photographs - Photos may exist for this station.
 AI4026
 AI4026.The dynamic height is computed by dividing the NAVD 88
 AI4026.geopotential number by the normal gravity value computed on the
 AI4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4026.degrees latitude (g = 980.6199 gals.).
 AI4026
 AI4026.The modeled gravity was interpolated from observed gravity values.
 AI4026
 AI4026;                    North         East    Units  Estimated Accuracy
 AI4026;SPC SD N     -   192,750.      374,390.      MT  (+/- 180 meters Scaled)
 AI4026
 AI4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL648441(NAD 83)
 AI4026
 AI4026                          SUPERSEDED SURVEY CONTROL
 AI4026
 AI4026.No superseded survey control is available for this station.
 AI4026
 AI4026_MARKER: DD = SURVEY DISK
 AI4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4026_STAMPING: 20-61.95 1997
 AI4026_MARK LOGO: SDSM
 AI4026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4026+STABILITY: SURFACE MOTION
 AI4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4026+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4026
 AI4026  HISTORY     - Date     Condition        Report By
 AI4026  HISTORY     - 1997     MONUMENTED       SDDT
 AI4026  HISTORY     - 19990527 GOOD             NGS
 AI4026
 AI4026                          STATION DESCRIPTION
 AI4026
 AI4026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4026'15.5 KM (9.65 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4026'IN REVA, 60.3 M (197.8 FT) WEST OF MILEPOST 62, 34.1 M (111.9 FT)
 AI4026'NORTH OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) EAST OF THE CENTER
 AI4026'OF COUNTY ROAD 1, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AI4026'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4026'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4027 ***********************************************************************
 AI4027  DESIGNATION -  20 062.95
 AI4027  PID         -  AI4027
 AI4027  STATE/COUNTY-  SD/PERKINS
 AI4027  COUNTRY     -  US
 AI4027  USGS QUAD   -  PRAIRIE CITY (2017)
 AI4027
 AI4027                         *CURRENT SURVEY CONTROL
 AI4027  ______________________________________________________________________
 AI4027* NAD 83(1986) POSITION- 45 31 54.     (N) 102 52 05.     (W)   SCALED
 AI4027* NAVD 88 ORTHO HEIGHT -   904.539 (meters)     2967.64  (feet) ADJUSTED
 AI4027  ______________________________________________________________________
 AI4027  GEOID HEIGHT    -        -17.218 (meters)                     GEOID18
 AI4027  DYNAMIC HEIGHT  -        904.386 (meters)     2967.14  (feet) COMP
 AI4027  MODELED GRAVITY -    980,415.4   (mgal)                       NAVD 88
 AI4027
 AI4027  VERT ORDER      -  FIRST     CLASS II
 AI4027
 AI4027.The horizontal coordinates were scaled from a map and have
 AI4027.an estimated accuracy of +/- 6 seconds.
 AI4027
 AI4027.The orthometric height was determined by differential leveling and
 AI4027.adjusted by the NATIONAL GEODETIC SURVEY
 AI4027.in April 2000.
 AI4027
 AI4027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4027.GEOID18 height accuracy estimate available here.
 AI4027
 AI4027.Click photographs - Photos may exist for this station.
 AI4027
 AI4027.The dynamic height is computed by dividing the NAVD 88
 AI4027.geopotential number by the normal gravity value computed on the
 AI4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4027.degrees latitude (g = 980.6199 gals.).
 AI4027
 AI4027.The modeled gravity was interpolated from observed gravity values.
 AI4027
 AI4027;                    North         East    Units  Estimated Accuracy
 AI4027;SPC SD N     -   192,700.      376,020.      MT  (+/- 180 meters Scaled)
 AI4027
 AI4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL664442(NAD 83)
 AI4027
 AI4027                          SUPERSEDED SURVEY CONTROL
 AI4027
 AI4027.No superseded survey control is available for this station.
 AI4027
 AI4027_MARKER: DD = SURVEY DISK
 AI4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4027_STAMPING: 20-62.95 1997
 AI4027_MARK LOGO: SDSM
 AI4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4027+STABILITY: SURFACE MOTION
 AI4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4027+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4027
 AI4027  HISTORY     - Date     Condition        Report By
 AI4027  HISTORY     - 1997     MONUMENTED       SDDT
 AI4027  HISTORY     - 19990527 GOOD             NGS
 AI4027
 AI4027                          STATION DESCRIPTION
 AI4027
 AI4027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4027'17.1 KM (10.60 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4027'OFFICE IN REVA, 70.9 M (232.6 FT) WEST OF MILEPOST 63, 29.9 M (98.1
 AI4027'FT) NORTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) EAST OF AN
 AI4027'UNDERGROUND CABLE JUNCTION BOX, 6.5 M (21.3 FT) WEST OF THE CENTER OF
 AI4027'A GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AI4027'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI4027'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4027'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4028 ***********************************************************************
 AI4028  DESIGNATION -  20 063.93
 AI4028  PID         -  AI4028
 AI4028  STATE/COUNTY-  SD/PERKINS
 AI4028  COUNTRY     -  US
 AI4028  USGS QUAD   -  PRAIRIE CITY (2017)
 AI4028
 AI4028                         *CURRENT SURVEY CONTROL
 AI4028  ______________________________________________________________________
 AI4028* NAD 83(1986) POSITION- 45 31 51.     (N) 102 50 52.     (W)   SCALED
 AI4028* NAVD 88 ORTHO HEIGHT -   884.633 (meters)     2902.33  (feet) ADJUSTED
 AI4028  ______________________________________________________________________
 AI4028  GEOID HEIGHT    -        -17.267 (meters)                     GEOID18
 AI4028  DYNAMIC HEIGHT  -        884.482 (meters)     2901.84  (feet) COMP
 AI4028  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 AI4028
 AI4028  VERT ORDER      -  FIRST     CLASS II
 AI4028
 AI4028.The horizontal coordinates were scaled from a map and have
 AI4028.an estimated accuracy of +/- 6 seconds.
 AI4028
 AI4028.The orthometric height was determined by differential leveling and
 AI4028.adjusted by the NATIONAL GEODETIC SURVEY
 AI4028.in April 2000.
 AI4028
 AI4028.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4028.GEOID18 height accuracy estimate available here.
 AI4028
 AI4028.Click photographs - Photos may exist for this station.
 AI4028
 AI4028.The dynamic height is computed by dividing the NAVD 88
 AI4028.geopotential number by the normal gravity value computed on the
 AI4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4028.degrees latitude (g = 980.6199 gals.).
 AI4028
 AI4028.The modeled gravity was interpolated from observed gravity values.
 AI4028
 AI4028;                    North         East    Units  Estimated Accuracy
 AI4028;SPC SD N     -   192,550.      377,600.      MT  (+/- 180 meters Scaled)
 AI4028
 AI4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL680441(NAD 83)
 AI4028
 AI4028                          SUPERSEDED SURVEY CONTROL
 AI4028
 AI4028.No superseded survey control is available for this station.
 AI4028
 AI4028_MARKER: DD = SURVEY DISK
 AI4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4028_STAMPING: 20-63.93 1997
 AI4028_MARK LOGO: SDSM
 AI4028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4028+STABILITY: SURFACE MOTION
 AI4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4028+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4028
 AI4028  HISTORY     - Date     Condition        Report By
 AI4028  HISTORY     - 1997     MONUMENTED       SDDT
 AI4028  HISTORY     - 19990527 GOOD             NGS
 AI4028
 AI4028                          STATION DESCRIPTION
 AI4028
 AI4028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4028'18.7 KM (11.60 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4028'OFFICE IN REVA, 71.5 M (234.6 FT) WEST OF MILEPOST 64, 29.9 M (98.1
 AI4028'FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.9 M (32.5 FT) EAST OF THE
 AI4028'CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AI4028'HIGHWAY, 0.7 M (2.3 FT) NORTHEAST OF A FENCE CORNER, 0.5 M (1.6 FT)
 AI4028'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AI4028'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4029 ***********************************************************************
 AI4029  DESIGNATION -  20 064.95
 AI4029  PID         -  AI4029
 AI4029  STATE/COUNTY-  SD/PERKINS
 AI4029  COUNTRY     -  US
 AI4029  USGS QUAD   -  PRAIRIE CITY (2017)
 AI4029
 AI4029                         *CURRENT SURVEY CONTROL
 AI4029  ______________________________________________________________________
 AI4029* NAD 83(1986) POSITION- 45 31 51.     (N) 102 49 39.     (W)   SCALED
 AI4029* NAVD 88 ORTHO HEIGHT -   880.669 (meters)     2889.33  (feet) ADJUSTED
 AI4029  ______________________________________________________________________
 AI4029  GEOID HEIGHT    -        -17.317 (meters)                     GEOID18
 AI4029  DYNAMIC HEIGHT  -        880.519 (meters)     2888.84  (feet) COMP
 AI4029  MODELED GRAVITY -    980,415.0   (mgal)                       NAVD 88
 AI4029
 AI4029  VERT ORDER      -  FIRST     CLASS II
 AI4029
 AI4029.The horizontal coordinates were scaled from a map and have
 AI4029.an estimated accuracy of +/- 6 seconds.
 AI4029
 AI4029.The orthometric height was determined by differential leveling and
 AI4029.adjusted by the NATIONAL GEODETIC SURVEY
 AI4029.in April 2000.
 AI4029
 AI4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4029.GEOID18 height accuracy estimate available here.
 AI4029
 AI4029.Click photographs - Photos may exist for this station.
 AI4029
 AI4029.The dynamic height is computed by dividing the NAVD 88
 AI4029.geopotential number by the normal gravity value computed on the
 AI4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4029.degrees latitude (g = 980.6199 gals.).
 AI4029
 AI4029.The modeled gravity was interpolated from observed gravity values.
 AI4029
 AI4029;                    North         East    Units  Estimated Accuracy
 AI4029;SPC SD N     -   192,490.      379,180.      MT  (+/- 180 meters Scaled)
 AI4029
 AI4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL696442(NAD 83)
 AI4029
 AI4029                          SUPERSEDED SURVEY CONTROL
 AI4029
 AI4029.No superseded survey control is available for this station.
 AI4029
 AI4029_MARKER: DD = SURVEY DISK
 AI4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4029_STAMPING: 20-64.95 1997
 AI4029_MARK LOGO: SDSM
 AI4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4029+STABILITY: SURFACE MOTION
 AI4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4029+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4029
 AI4029  HISTORY     - Date     Condition        Report By
 AI4029  HISTORY     - 1997     MONUMENTED       SDDT
 AI4029  HISTORY     - 19990527 GOOD             NGS
 AI4029
 AI4029                          STATION DESCRIPTION
 AI4029
 AI4029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4029'20.3 KM (12.60 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4029'OFFICE IN REVA, 97.5 M (319.9 FT) WEST OF MILE POST 65, 29.9 M (98.1
 AI4029'FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT) WEST OF THE
 AI4029'CENTER OF A TRACK ROAD, 4.2 M (13.8 FT) WEST OF A FENCE CORNER, 1.0 M
 AI4029'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A
 AI4029'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4029'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4030 ***********************************************************************
 AI4030  DESIGNATION -  20 065.75
 AI4030  PID         -  AI4030
 AI4030  STATE/COUNTY-  SD/PERKINS
 AI4030  COUNTRY     -  US
 AI4030  USGS QUAD   -  PRAIRIE CITY (2017)
 AI4030
 AI4030                         *CURRENT SURVEY CONTROL
 AI4030  ______________________________________________________________________
 AI4030* NAD 83(1986) POSITION- 45 31 53.     (N) 102 48 35.     (W)   SCALED
 AI4030* NAVD 88 ORTHO HEIGHT -   864.193 (meters)     2835.27  (feet) ADJUSTED
 AI4030  ______________________________________________________________________
 AI4030  GEOID HEIGHT    -        -17.360 (meters)                     GEOID18
 AI4030  DYNAMIC HEIGHT  -        864.046 (meters)     2834.79  (feet) COMP
 AI4030  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 AI4030
 AI4030  VERT ORDER      -  FIRST     CLASS II
 AI4030
 AI4030.The horizontal coordinates were scaled from a map and have
 AI4030.an estimated accuracy of +/- 6 seconds.
 AI4030
 AI4030.The orthometric height was determined by differential leveling and
 AI4030.adjusted by the NATIONAL GEODETIC SURVEY
 AI4030.in April 2000.
 AI4030
 AI4030.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4030.GEOID18 height accuracy estimate available here.
 AI4030
 AI4030.Click photographs - Photos may exist for this station.
 AI4030
 AI4030.The dynamic height is computed by dividing the NAVD 88
 AI4030.geopotential number by the normal gravity value computed on the
 AI4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4030.degrees latitude (g = 980.6199 gals.).
 AI4030
 AI4030.The modeled gravity was interpolated from observed gravity values.
 AI4030
 AI4030;                    North         East    Units  Estimated Accuracy
 AI4030;SPC SD N     -   192,510.      380,570.      MT  (+/- 180 meters Scaled)
 AI4030
 AI4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL710443(NAD 83)
 AI4030
 AI4030                          SUPERSEDED SURVEY CONTROL
 AI4030
 AI4030.No superseded survey control is available for this station.
 AI4030
 AI4030_MARKER: DD = SURVEY DISK
 AI4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4030_STAMPING: 20-65.75 1997
 AI4030_MARK LOGO: SDSM
 AI4030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4030+STABILITY: SURFACE MOTION
 AI4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4030+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4030
 AI4030  HISTORY     - Date     Condition        Report By
 AI4030  HISTORY     - 1997     MONUMENTED       SDDT
 AI4030  HISTORY     - 19990527 GOOD             NGS
 AI4030
 AI4030                          STATION DESCRIPTION
 AI4030
 AI4030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4030'21.7 KM (13.50 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4030'OFFICE IN REVA, 300.3 M (985.2 FT) WEST OF MILEPOST 66, 30.0 M (98.4
 AI4030'FT) NORTH OF THE HIGHWAY CENTERLINE, 13.1 M (43.0 FT) EAST OF THE
 AI4030'CENTER OF A DRIVEWAY, 2.6 M (8.5 FT) EAST OF A FENCE CORNER, 1.5 M
 AI4030'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 AI4030'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4030'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4031 ***********************************************************************
 AI4031  DESIGNATION -  20 066.95
 AI4031  PID         -  AI4031
 AI4031  STATE/COUNTY-  SD/PERKINS
 AI4031  COUNTRY     -  US
 AI4031  USGS QUAD   -  PRAIRIE CITY (2017)
 AI4031
 AI4031                         *CURRENT SURVEY CONTROL
 AI4031  ______________________________________________________________________
 AI4031* NAD 83(1986) POSITION- 45 31 53.     (N) 102 47 13.     (W)   SCALED
 AI4031* NAVD 88 ORTHO HEIGHT -   863.844 (meters)     2834.13  (feet) ADJUSTED
 AI4031  ______________________________________________________________________
 AI4031  GEOID HEIGHT    -        -17.415 (meters)                     GEOID18
 AI4031  DYNAMIC HEIGHT  -        863.700 (meters)     2833.66  (feet) COMP
 AI4031  MODELED GRAVITY -    980,419.2   (mgal)                       NAVD 88
 AI4031
 AI4031  VERT ORDER      -  FIRST     CLASS II
 AI4031
 AI4031.The horizontal coordinates were scaled from a map and have
 AI4031.an estimated accuracy of +/- 6 seconds.
 AI4031
 AI4031.The orthometric height was determined by differential leveling and
 AI4031.adjusted by the NATIONAL GEODETIC SURVEY
 AI4031.in April 2000.
 AI4031
 AI4031.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4031.GEOID18 height accuracy estimate available here.
 AI4031
 AI4031.Click photographs - Photos may exist for this station.
 AI4031
 AI4031.The dynamic height is computed by dividing the NAVD 88
 AI4031.geopotential number by the normal gravity value computed on the
 AI4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4031.degrees latitude (g = 980.6199 gals.).
 AI4031
 AI4031.The modeled gravity was interpolated from observed gravity values.
 AI4031
 AI4031;                    North         East    Units  Estimated Accuracy
 AI4031;SPC SD N     -   192,440.      382,350.      MT  (+/- 180 meters Scaled)
 AI4031
 AI4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL728443(NAD 83)
 AI4031
 AI4031                          SUPERSEDED SURVEY CONTROL
 AI4031
 AI4031.No superseded survey control is available for this station.
 AI4031
 AI4031_MARKER: Z = SEE DESCRIPTION
 AI4031_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4031_STAMPING: 20-66.95 1998
 AI4031_MARK LOGO: NGS
 AI4031_PROJECTION: FLUSH
 AI4031_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4031+STABILITY: POSITION/ELEVATION WELL
 AI4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4031+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4031_ROD/PIPE-DEPTH: 12.8 meters
 AI4031_SLEEVE-DEPTH  : 2.0 meters
 AI4031
 AI4031  HISTORY     - Date     Condition        Report By
 AI4031  HISTORY     - 1998     MONUMENTED       SDDT
 AI4031  HISTORY     - 19990527 GOOD             NGS
 AI4031
 AI4031                          STATION DESCRIPTION
 AI4031
 AI4031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4031'23.5 KM (14.60 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4031'OFFICE IN REVA, 112.5 M (369.1 FT) WEST OF MILEPOST 67, 41.9 M (137.5
 AI4031'FT) NORTH OF THE HIGHWAY CENTERLINE, 28.0 M (91.9 FT) NORTHWEST OF AN
 AI4031'UNDERGROUND CABLE JUNCTION BOX, 24.6 M (80.7 FT) SOUTHWEST OF THE
 AI4031'CENTER OF A GRAVELED ROAD, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST,
 AI4031'0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 AI4031'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI4031'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM
 AI4031'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI4031'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON
 AI4031'PROPERTY LEASED BY RICHARD PECK, P.O. BOX 366, PRAIRIE CITY, SD 57649.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3985 ***********************************************************************
 AI3985  DESIGNATION -  20 067.90
 AI3985  PID         -  AI3985
 AI3985  STATE/COUNTY-  SD/PERKINS
 AI3985  COUNTRY     -  US
 AI3985  USGS QUAD   -  PRAIRIE CITY (2017)
 AI3985
 AI3985                         *CURRENT SURVEY CONTROL
 AI3985  ______________________________________________________________________
 AI3985* NAD 83(1986) POSITION- 45 31 51.     (N) 102 45 59.     (W)   SCALED
 AI3985* NAVD 88 ORTHO HEIGHT -   862.457 (meters)     2829.58  (feet) ADJUSTED
 AI3985  ______________________________________________________________________
 AI3985  GEOID HEIGHT    -        -17.464 (meters)                     GEOID18
 AI3985  DYNAMIC HEIGHT  -        862.315 (meters)     2829.11  (feet) COMP
 AI3985  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 AI3985
 AI3985  VERT ORDER      -  FIRST     CLASS II
 AI3985
 AI3985.The horizontal coordinates were scaled from a map and have
 AI3985.an estimated accuracy of +/- 6 seconds.
 AI3985
 AI3985.The orthometric height was determined by differential leveling and
 AI3985.adjusted by the NATIONAL GEODETIC SURVEY
 AI3985.in April 2000.
 AI3985
 AI3985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3985.GEOID18 height accuracy estimate available here.
 AI3985
 AI3985.Click photographs - Photos may exist for this station.
 AI3985
 AI3985.The dynamic height is computed by dividing the NAVD 88
 AI3985.geopotential number by the normal gravity value computed on the
 AI3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3985.degrees latitude (g = 980.6199 gals.).
 AI3985
 AI3985.The modeled gravity was interpolated from observed gravity values.
 AI3985
 AI3985;                    North         East    Units  Estimated Accuracy
 AI3985;SPC SD N     -   192,330.      383,950.      MT  (+/- 180 meters Scaled)
 AI3985
 AI3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL744443(NAD 83)
 AI3985
 AI3985                          SUPERSEDED SURVEY CONTROL
 AI3985
 AI3985.No superseded survey control is available for this station.
 AI3985
 AI3985_MARKER: DD = SURVEY DISK
 AI3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3985_STAMPING: 20-67.90 1997
 AI3985_MARK LOGO: SDSM
 AI3985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3985+STABILITY: SURFACE MOTION
 AI3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3985+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3985
 AI3985  HISTORY     - Date     Condition        Report By
 AI3985  HISTORY     - 1997     MONUMENTED       SDDT
 AI3985  HISTORY     - 19990527 GOOD             NGS
 AI3985
 AI3985                          STATION DESCRIPTION
 AI3985
 AI3985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3985'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3985'BISON, THENCE 23.5 KM (14.60 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI3985'137.4 M (450.8 FT) WEST OF MILEPOST 68, 19.4 M (63.6 FT) SOUTH OF THE
 AI3985'HIGHWAY CENTERLINE, 17.9 M (58.7 FT) WEST OF THE CENTER OF A GRAVELED
 AI3985'ROAD, 5.9 M (19.4 FT) SOUTHEAST OF A FENCE CORNER AND THE SOUTH END OF
 AI3985'A GATE, 0.5 M (1.6 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 AI3985'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AI3985'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3985'PROPERTY OWNED BY STANELY BRIXEY, 12837 DIVIDE ROAD, PRAIRIE CITY, SD
 AI3985'57642.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3986 ***********************************************************************
 AI3986  DESIGNATION -  20 068.95
 AI3986  PID         -  AI3986
 AI3986  STATE/COUNTY-  SD/PERKINS
 AI3986  COUNTRY     -  US
 AI3986  USGS QUAD   -  GRANDMAS BUTTE (2017)
 AI3986
 AI3986                         *CURRENT SURVEY CONTROL
 AI3986  ______________________________________________________________________
 AI3986* NAD 83(1986) POSITION- 45 31 51.     (N) 102 44 43.     (W)   SCALED
 AI3986* NAVD 88 ORTHO HEIGHT -   857.777 (meters)     2814.22  (feet) ADJUSTED
 AI3986  ______________________________________________________________________
 AI3986  GEOID HEIGHT    -        -17.514 (meters)                     GEOID18
 AI3986  DYNAMIC HEIGHT  -        857.636 (meters)     2813.76  (feet) COMP
 AI3986  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 AI3986
 AI3986  VERT ORDER      -  FIRST     CLASS II
 AI3986
 AI3986.The horizontal coordinates were scaled from a map and have
 AI3986.an estimated accuracy of +/- 6 seconds.
 AI3986
 AI3986.The orthometric height was determined by differential leveling and
 AI3986.adjusted by the NATIONAL GEODETIC SURVEY
 AI3986.in April 2000.
 AI3986
 AI3986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3986.GEOID18 height accuracy estimate available here.
 AI3986
 AI3986.Click photographs - Photos may exist for this station.
 AI3986
 AI3986.The dynamic height is computed by dividing the NAVD 88
 AI3986.geopotential number by the normal gravity value computed on the
 AI3986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3986.degrees latitude (g = 980.6199 gals.).
 AI3986
 AI3986.The modeled gravity was interpolated from observed gravity values.
 AI3986
 AI3986;                    North         East    Units  Estimated Accuracy
 AI3986;SPC SD N     -   192,270.      385,600.      MT  (+/- 180 meters Scaled)
 AI3986
 AI3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL760443(NAD 83)
 AI3986
 AI3986                          SUPERSEDED SURVEY CONTROL
 AI3986
 AI3986.No superseded survey control is available for this station.
 AI3986
 AI3986_MARKER: DD = SURVEY DISK
 AI3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3986_STAMPING: 20-68.95 1997
 AI3986_MARK LOGO: SDSM
 AI3986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3986+STABILITY: SURFACE MOTION
 AI3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3986+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3986
 AI3986  HISTORY     - Date     Condition        Report By
 AI3986  HISTORY     - 1997     MONUMENTED       SDDT
 AI3986  HISTORY     - 19990527 GOOD             NGS
 AI3986
 AI3986                          STATION DESCRIPTION
 AI3986
 AI3986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3986'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3986'BISON, THENCE 21.9 KM (13.60 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI3986'105.3 M (345.5 FT) WEST OF MILEPOST 69, 30.3 M (99.4 FT) SOUTH OF THE
 AI3986'HIGHWAY CENTERLINE, 11.5 M (37.7 FT) SOUTH OF A T-FENCE CORNER, 0.5 M
 AI3986'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A
 AI3986'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, ON THE EXTENDED CENTER
 AI3986'OF COUNTY ROAD 3, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3986'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RODNEY CARR, HCR 66, BOX
 AI3986'82, PRAIRIE CITY, SD 57642.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3987 ***********************************************************************
 AI3987  DESIGNATION -  20 069.95
 AI3987  PID         -  AI3987
 AI3987  STATE/COUNTY-  SD/PERKINS
 AI3987  COUNTRY     -  US
 AI3987  USGS QUAD   -  GRANDMAS BUTTE (2017)
 AI3987
 AI3987                         *CURRENT SURVEY CONTROL
 AI3987  ______________________________________________________________________
 AI3987* NAD 83(1986) POSITION- 45 31 51.     (N) 102 43 28.     (W)   SCALED
 AI3987* NAVD 88 ORTHO HEIGHT -   853.698 (meters)     2800.84  (feet) ADJUSTED
 AI3987  ______________________________________________________________________
 AI3987  GEOID HEIGHT    -        -17.563 (meters)                     GEOID18
 AI3987  DYNAMIC HEIGHT  -        853.559 (meters)     2800.38  (feet) COMP
 AI3987  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 AI3987
 AI3987  VERT ORDER      -  FIRST     CLASS II
 AI3987
 AI3987.The horizontal coordinates were scaled from a map and have
 AI3987.an estimated accuracy of +/- 6 seconds.
 AI3987
 AI3987.The orthometric height was determined by differential leveling and
 AI3987.adjusted by the NATIONAL GEODETIC SURVEY
 AI3987.in April 2000.
 AI3987
 AI3987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3987.GEOID18 height accuracy estimate available here.
 AI3987
 AI3987.Click photographs - Photos may exist for this station.
 AI3987
 AI3987.The dynamic height is computed by dividing the NAVD 88
 AI3987.geopotential number by the normal gravity value computed on the
 AI3987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3987.degrees latitude (g = 980.6199 gals.).
 AI3987
 AI3987.The modeled gravity was interpolated from observed gravity values.
 AI3987
 AI3987;                    North         East    Units  Estimated Accuracy
 AI3987;SPC SD N     -   192,220.      387,230.      MT  (+/- 180 meters Scaled)
 AI3987
 AI3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL776444(NAD 83)
 AI3987
 AI3987                          SUPERSEDED SURVEY CONTROL
 AI3987
 AI3987.No superseded survey control is available for this station.
 AI3987
 AI3987_MARKER: DD = SURVEY DISK
 AI3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3987_STAMPING: 20-69.95 1997
 AI3987_MARK LOGO: SDSM
 AI3987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3987+STABILITY: SURFACE MOTION
 AI3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3987+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3987
 AI3987  HISTORY     - Date     Condition        Report By
 AI3987  HISTORY     - 1997     MONUMENTED       SDDT
 AI3987  HISTORY     - 19990527 GOOD             NGS
 AI3987
 AI3987                          STATION DESCRIPTION
 AI3987
 AI3987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3987'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3987'BISON, THENCE 20.3 KM (12.60 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI3987'101.9 M (334.3 FT) WEST OF MILEPOST 70, 31.2 M (102.4 FT) SOUTH OF THE
 AI3987'HIGHWAY CENTERLINE, 12.6 M (41.3 FT) SOUTH OF A FENCE CORNER, 8.9 M
 AI3987'(29.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.8 M (2.6 FT) BELOW
 AI3987'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, 0.3 M (1.0
 AI3987'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI3987'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RODNEY CARR, HCR
 AI3987'66, BOX 82, PRAIRIE CITY, SD 57642.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3988 ***********************************************************************
 AI3988  DESIGNATION -  20 070.90
 AI3988  PID         -  AI3988
 AI3988  STATE/COUNTY-  SD/PERKINS
 AI3988  COUNTRY     -  US
 AI3988  USGS QUAD   -  GRANDMAS BUTTE (2017)
 AI3988
 AI3988                         *CURRENT SURVEY CONTROL
 AI3988  ______________________________________________________________________
 AI3988* NAD 83(1986) POSITION- 45 31 51.     (N) 102 42 15.     (W)   SCALED
 AI3988* NAVD 88 ORTHO HEIGHT -   866.987 (meters)     2844.44  (feet) ADJUSTED
 AI3988  ______________________________________________________________________
 AI3988  GEOID HEIGHT    -        -17.608 (meters)                     GEOID18
 AI3988  DYNAMIC HEIGHT  -        866.847 (meters)     2843.98  (feet) COMP
 AI3988  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 AI3988
 AI3988  VERT ORDER      -  FIRST     CLASS II
 AI3988
 AI3988.The horizontal coordinates were scaled from a map and have
 AI3988.an estimated accuracy of +/- 6 seconds.
 AI3988
 AI3988.The orthometric height was determined by differential leveling and
 AI3988.adjusted by the NATIONAL GEODETIC SURVEY
 AI3988.in April 2000.
 AI3988
 AI3988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3988.GEOID18 height accuracy estimate available here.
 AI3988
 AI3988.Click photographs - Photos may exist for this station.
 AI3988
 AI3988.The dynamic height is computed by dividing the NAVD 88
 AI3988.geopotential number by the normal gravity value computed on the
 AI3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3988.degrees latitude (g = 980.6199 gals.).
 AI3988
 AI3988.The modeled gravity was interpolated from observed gravity values.
 AI3988
 AI3988;                    North         East    Units  Estimated Accuracy
 AI3988;SPC SD N     -   192,160.      388,810.      MT  (+/- 180 meters Scaled)
 AI3988
 AI3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL792444(NAD 83)
 AI3988
 AI3988                          SUPERSEDED SURVEY CONTROL
 AI3988
 AI3988.No superseded survey control is available for this station.
 AI3988
 AI3988_MARKER: DD = SURVEY DISK
 AI3988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3988_STAMPING: 20-70.90 1997
 AI3988_MARK LOGO: SDSM
 AI3988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3988+STABILITY: SURFACE MOTION
 AI3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3988+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3988
 AI3988  HISTORY     - Date     Condition        Report By
 AI3988  HISTORY     - 1997     MONUMENTED       SDDT
 AI3988  HISTORY     - 19990527 GOOD             NGS
 AI3988
 AI3988                          STATION DESCRIPTION
 AI3988
 AI3988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3988'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3988'BISON, THENCE 18.7 KM (11.60 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI3988'121.3 M (398.0 FT) WEST OF MILEPOST 71, 30.4 M (99.7 FT) SOUTH OF THE
 AI3988'HIGHWAY CENTERLINE, 22.8 M (74.8 FT) NORTH OF A FENCE, 10.2 M (33.5
 AI3988'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) ABOVE THE
 AI3988'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AI3988'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3988'PROPERTY OWNED BY RODNEY CARR, HCR 66, BOX 82, PRAIRIE CITY, SD 57642.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3989 ***********************************************************************
 AI3989  CBN         -  This is a Cooperative Base Network Control Station.
 AI3989  DESIGNATION -  20 071.95
 AI3989  PID         -  AI3989
 AI3989  STATE/COUNTY-  SD/PERKINS
 AI3989  COUNTRY     -  US
 AI3989  USGS QUAD   -  GRANDMAS BUTTE (2017)
 AI3989
 AI3989                         *CURRENT SURVEY CONTROL
 AI3989  ______________________________________________________________________
 AI3989* NAD 83(2011) POSITION- 45 31 50.11478(N) 102 41 01.93320(W)   ADJUSTED
 AI3989* NAD 83(2011) ELLIP HT-   838.023 (meters)        (06/27/12)   ADJUSTED
 AI3989* NAD 83(2011) EPOCH   -  2010.00
 AI3989* NAVD 88 ORTHO HEIGHT -   855.638 (meters)     2807.21  (feet) ADJUSTED
 AI3989  ______________________________________________________________________
 AI3989  GEOID HEIGHT    -        -17.655 (meters)                     GEOID18
 AI3989  NAD 83(2011) X  -   -982,865.765 (meters)                     COMP
 AI3989  NAD 83(2011) Y  - -4,367,051.298 (meters)                     COMP
 AI3989  NAD 83(2011) Z  -  4,529,449.364 (meters)                     COMP
 AI3989  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 AI3989  DYNAMIC HEIGHT  -        855.501 (meters)     2806.76  (feet) COMP
 AI3989  MODELED GRAVITY -    980,426.3   (mgal)                       NAVD 88
 AI3989
 AI3989  VERT ORDER      -  FIRST     CLASS II
 AI3989
 AI3989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3989  Standards:
 AI3989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3989  -------------------------------------------------------------------
 AI3989  NETWORK    0.60   1.20           0.28   0.19   0.61     -0.04610306
 AI3989  -------------------------------------------------------------------
 AI3989  Click here for local accuracies and other accuracy information.
 AI3989
 AI3989.The horizontal coordinates were established by GPS observations
 AI3989.and adjusted by the National Geodetic Survey in June 2012.
 AI3989
 AI3989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3989.been affixed to the stable North American tectonic plate. See 
 AI3989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3989
 AI3989.The horizontal coordinates are valid at the epoch date displayed above
 AI3989.which is a decimal equivalence of Year/Month/Day.
 AI3989
 AI3989.The orthometric height was determined by differential leveling and
 AI3989.adjusted by the NATIONAL GEODETIC SURVEY
 AI3989.in April 2000.
 AI3989
 AI3989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3989.GEOID18 height accuracy estimate available here.
 AI3989
 AI3989.Click photographs - Photos may exist for this station.
 AI3989
 AI3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3989
 AI3989.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3989
 AI3989.The ellipsoidal height was determined by GPS observations
 AI3989.and is referenced to NAD 83.
 AI3989
 AI3989.The dynamic height is computed by dividing the NAVD 88
 AI3989.geopotential number by the normal gravity value computed on the
 AI3989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3989.degrees latitude (g = 980.6199 gals.).
 AI3989
 AI3989.The modeled gravity was interpolated from observed gravity values.
 AI3989
 AI3989. The following values were computed from the NAD 83(2011) position.
 AI3989
 AI3989;                    North         East     Units Scale Factor Converg.
 AI3989;SPC SD N     -   192,082.365   390,391.332   MT  0.99997410   -1 53 58.1
 AI3989;SPC SD N     -   630,190.23  1,280,808.90   sFT  0.99997410   -1 53 58.1
 AI3989;UTM  13      - 5,044,503.986   680,852.952   MT  1.00000215   +1 39 11.9
 AI3989
 AI3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3989!SPC SD N     -   0.99986863  x   0.99997410  =   0.99984274
 AI3989!UTM  13      -   0.99986863  x   1.00000215  =   0.99987078
 AI3989
 AI3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8085244503(NAD 83)
 AI3989
 AI3989                          SUPERSEDED SURVEY CONTROL
 AI3989
 AI3989  NAD 83(2007)-  45 31 50.11470(N)    102 41 01.93438(W) AD(2002.00) 0
 AI3989  ELLIP H (02/10/07)  838.051  (m)                       GP(2002.00)    
 AI3989  NAD 83(1996)-  45 31 50.11413(N)    102 41 01.93440(W) AD(       ) A
 AI3989  ELLIP H (06/23/03)  838.039  (m)                       GP(       ) 3 1
 AI3989  NAVD 88             855.64   (m)         2807.2    (f) LEVELING    3  
 AI3989
 AI3989.Superseded values are not recommended for survey control.
 AI3989
 AI3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3989.See file dsdata.pdf to determine how the superseded data were derived.
 AI3989
 AI3989_MARKER: Z = SEE DESCRIPTION
 AI3989_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI3989_STAMPING: 20-71.95 1998
 AI3989_MARK LOGO: NGS
 AI3989_PROJECTION: FLUSH
 AI3989_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3989+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AI3989_ROD/PIPE-DEPTH: 12.8 meters
 AI3989_SLEEVE-DEPTH  : 2.0 meters
 AI3989
 AI3989  HISTORY     - Date     Condition        Report By
 AI3989  HISTORY     - 1998     MONUMENTED       SDDT
 AI3989  HISTORY     - 19990527 GOOD             NGS
 AI3989  HISTORY     - 20020514 GOOD             SDDT
 AI3989
 AI3989                          STATION DESCRIPTION
 AI3989
 AI3989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3989'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3989'BISON, THENCE 17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI3989'120.8 M (396.3 FT) WEST OF MILEPOST 72, 47.7 M (156.5 FT) SOUTH OF THE
 AI3989'HIGHWAY CENTERLINE, 11.6 M (38.1 FT) EAST OF THE CENTER OF COUNTY ROAD
 AI3989'5, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH
 AI3989'OF A METAL GUARD POST, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 AI3989'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AI3989'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AI3989'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI3989'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON PROPERTY OWNED BY LEROY
 AI3989'SPOERING, 16798 HIGHWAY 20, BISON, SD 57620.
 AI3989
 AI3989                          STATION RECOVERY (2002)
 AI3989
 AI3989'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AI3989'RECOVERED AS DESCRIBED
 AI3989'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3990 ***********************************************************************
 AI3990  DESIGNATION -  20 072.90
 AI3990  PID         -  AI3990
 AI3990  STATE/COUNTY-  SD/PERKINS
 AI3990  COUNTRY     -  US
 AI3990  USGS QUAD   -  GRANDMAS BUTTE (2017)
 AI3990
 AI3990                         *CURRENT SURVEY CONTROL
 AI3990  ______________________________________________________________________
 AI3990* NAD 83(1986) POSITION- 45 31 54.     (N) 102 39 48.     (W)   SCALED
 AI3990* NAVD 88 ORTHO HEIGHT -   843.439 (meters)     2767.18  (feet) ADJUSTED
 AI3990  ______________________________________________________________________
 AI3990  GEOID HEIGHT    -        -17.702 (meters)                     GEOID18
 AI3990  DYNAMIC HEIGHT  -        843.304 (meters)     2766.74  (feet) COMP
 AI3990  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 AI3990
 AI3990  VERT ORDER      -  FIRST     CLASS II
 AI3990
 AI3990.The horizontal coordinates were scaled from a map and have
 AI3990.an estimated accuracy of +/- 6 seconds.
 AI3990
 AI3990.The orthometric height was determined by differential leveling and
 AI3990.adjusted by the NATIONAL GEODETIC SURVEY
 AI3990.in April 2000.
 AI3990
 AI3990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3990.GEOID18 height accuracy estimate available here.
 AI3990
 AI3990.Click photographs - Photos may exist for this station.
 AI3990
 AI3990.The dynamic height is computed by dividing the NAVD 88
 AI3990.geopotential number by the normal gravity value computed on the
 AI3990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3990.degrees latitude (g = 980.6199 gals.).
 AI3990
 AI3990.The modeled gravity was interpolated from observed gravity values.
 AI3990
 AI3990;                    North         East    Units  Estimated Accuracy
 AI3990;SPC SD N     -   192,150.      392,000.      MT  (+/- 180 meters Scaled)
 AI3990
 AI3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL824446(NAD 83)
 AI3990
 AI3990                          SUPERSEDED SURVEY CONTROL
 AI3990
 AI3990.No superseded survey control is available for this station.
 AI3990
 AI3990_MARKER: DD = SURVEY DISK
 AI3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3990_STAMPING: 20-72.90 1997
 AI3990_MARK LOGO: SDSM
 AI3990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3990+STABILITY: SURFACE MOTION
 AI3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3990+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3990
 AI3990  HISTORY     - Date     Condition        Report By
 AI3990  HISTORY     - 1997     MONUMENTED       SDDT
 AI3990  HISTORY     - 19990527 GOOD             NGS
 AI3990
 AI3990                          STATION DESCRIPTION
 AI3990
 AI3990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3990'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3990'BISON, THENCE 15.5 KM (9.65 MI) WESTERLY ALONG STATE HIGHWAY 20, 136.3
 AI3990'M (447.2 FT) WEST OF MILEPOST 73, 79.4 M (260.5 FT) NORTH OF THE
 AI3990'HIGHWAY CENTERLINE, 37.9 M (124.3 FT) NORTH-NORTHEAST OF A UTILITY
 AI3990'POLE WITH 6 GUY CABLES, 33.2 M (108.9 FT) NORTHWEST OF THE NORTHWEST
 AI3990'CORNER OF A CHAIN-LINK FENCE ENCLOSING A SUBSTATION, 5.3 M (17.4 FT)
 AI3990'WEST OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL
 AI3990'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 AI3990'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS
 AI3990'ON PROPERTY OWNED BY LEROY SPOERING, 16798 SD HIGHWAY 20, BISON, SD
 AI3990'57620.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3992 ***********************************************************************
 AI3992  DESIGNATION -  20 075.02
 AI3992  PID         -  AI3992
 AI3992  STATE/COUNTY-  SD/PERKINS
 AI3992  COUNTRY     -  US
 AI3992  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 AI3992
 AI3992                         *CURRENT SURVEY CONTROL
 AI3992  ______________________________________________________________________
 AI3992* NAD 83(1986) POSITION- 45 31 52.     (N) 102 37 13.     (W)   SCALED
 AI3992* NAVD 88 ORTHO HEIGHT -   837.880 (meters)     2748.94  (feet) ADJUSTED
 AI3992  ______________________________________________________________________
 AI3992  GEOID HEIGHT    -        -17.801 (meters)                     GEOID18
 AI3992  DYNAMIC HEIGHT  -        837.746 (meters)     2748.51  (feet) COMP
 AI3992  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 AI3992
 AI3992  VERT ORDER      -  FIRST     CLASS II
 AI3992
 AI3992.The horizontal coordinates were scaled from a map and have
 AI3992.an estimated accuracy of +/- 6 seconds.
 AI3992
 AI3992.The orthometric height was determined by differential leveling and
 AI3992.adjusted by the NATIONAL GEODETIC SURVEY
 AI3992.in April 2000.
 AI3992
 AI3992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3992.GEOID18 height accuracy estimate available here.
 AI3992
 AI3992.Click photographs - Photos may exist for this station.
 AI3992
 AI3992.The dynamic height is computed by dividing the NAVD 88
 AI3992.geopotential number by the normal gravity value computed on the
 AI3992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3992.degrees latitude (g = 980.6199 gals.).
 AI3992
 AI3992.The modeled gravity was interpolated from observed gravity values.
 AI3992
 AI3992;                    North         East    Units  Estimated Accuracy
 AI3992;SPC SD N     -   191,980.      395,360.      MT  (+/- 180 meters Scaled)
 AI3992
 AI3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL858447(NAD 83)
 AI3992
 AI3992                          SUPERSEDED SURVEY CONTROL
 AI3992
 AI3992.No superseded survey control is available for this station.
 AI3992
 AI3992_MARKER: DB = BENCH MARK DISK
 AI3992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3992_SP_SET: HEADWALL
 AI3992_STAMPING: 20-075.02
 AI3992_MARK LOGO: SDHD
 AI3992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3992+STABILITY: SURFACE MOTION
 AI3992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3992+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3992
 AI3992  HISTORY     - Date     Condition        Report By
 AI3992  HISTORY     - 1995     MONUMENTED       SDHD
 AI3992  HISTORY     - 19990527 GOOD             NGS
 AI3992
 AI3992                          STATION DESCRIPTION
 AI3992
 AI3992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3992'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3992'BISON, THENCE 12.1 KM (7.50 MI) WESTERLY ALONG STATE HIGHWAY 20, IN
 AI3992'TOP OF AND 5.8 M (19.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE
 AI3992'HEADWALL OF CULVERT NUMBER 53-161-290, 76.4 M (250.7 FT) EAST OF
 AI3992'MILEPOST 75, 9.3 M (30.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.2 M
 AI3992'(10.5 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AI3992'OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3994 ***********************************************************************
 AI3994  DESIGNATION -  20 076.95
 AI3994  PID         -  AI3994
 AI3994  STATE/COUNTY-  SD/PERKINS
 AI3994  COUNTRY     -  US
 AI3994  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 AI3994
 AI3994                         *CURRENT SURVEY CONTROL
 AI3994  ______________________________________________________________________
 AI3994* NAD 83(1986) POSITION- 45 31 52.     (N) 102 34 50.     (W)   SCALED
 AI3994* NAVD 88 ORTHO HEIGHT -   855.016 (meters)     2805.17  (feet) ADJUSTED
 AI3994  ______________________________________________________________________
 AI3994  GEOID HEIGHT    -        -17.894 (meters)                     GEOID18
 AI3994  DYNAMIC HEIGHT  -        854.881 (meters)     2804.72  (feet) COMP
 AI3994  MODELED GRAVITY -    980,428.8   (mgal)                       NAVD 88
 AI3994
 AI3994  VERT ORDER      -  FIRST     CLASS II
 AI3994
 AI3994.The horizontal coordinates were scaled from a map and have
 AI3994.an estimated accuracy of +/- 6 seconds.
 AI3994
 AI3994.The orthometric height was determined by differential leveling and
 AI3994.adjusted by the NATIONAL GEODETIC SURVEY
 AI3994.in April 2000.
 AI3994
 AI3994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3994.GEOID18 height accuracy estimate available here.
 AI3994
 AI3994.Click photographs - Photos may exist for this station.
 AI3994
 AI3994.The dynamic height is computed by dividing the NAVD 88
 AI3994.geopotential number by the normal gravity value computed on the
 AI3994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3994.degrees latitude (g = 980.6199 gals.).
 AI3994
 AI3994.The modeled gravity was interpolated from observed gravity values.
 AI3994
 AI3994;                    North         East    Units  Estimated Accuracy
 AI3994;SPC SD N     -   191,880.      398,460.      MT  (+/- 180 meters Scaled)
 AI3994
 AI3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL889448(NAD 83)
 AI3994
 AI3994                          SUPERSEDED SURVEY CONTROL
 AI3994
 AI3994.No superseded survey control is available for this station.
 AI3994
 AI3994_MARKER: DD = SURVEY DISK
 AI3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3994_STAMPING: 20-76.95 1997
 AI3994_MARK LOGO: SDSM
 AI3994_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3994+STABILITY: SURFACE MOTION
 AI3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3994+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3994
 AI3994  HISTORY     - Date     Condition        Report By
 AI3994  HISTORY     - 1997     MONUMENTED       SDDT
 AI3994  HISTORY     - 19990527 GOOD             NGS
 AI3994
 AI3994                          STATION DESCRIPTION
 AI3994
 AI3994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3994'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3994'BISON, THENCE 9.0 KM (5.60 MI) WESTERLY ALONG STATE HIGHWAY 20, 90.9 M
 AI3994'(298.2 FT) WEST OF MILEPOST 77, 17.0 M (55.8 FT) NORTH OF THE HIGHWAY
 AI3994'CENTERLINE, 5.3 M (17.4 FT) EAST OF THE CENTER OF A TRACK ROAD, 0.5 M
 AI3994'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AI3994'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI3994'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3995 ***********************************************************************
 AI3995  DESIGNATION -  20 077.95
 AI3995  PID         -  AI3995
 AI3995  STATE/COUNTY-  SD/PERKINS
 AI3995  COUNTRY     -  US
 AI3995  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 AI3995
 AI3995                         *CURRENT SURVEY CONTROL
 AI3995  ______________________________________________________________________
 AI3995* NAD 83(1986) POSITION- 45 31 48.     (N) 102 33 35.     (W)   SCALED
 AI3995* NAVD 88 ORTHO HEIGHT -   851.619 (meters)     2794.02  (feet) ADJUSTED
 AI3995  ______________________________________________________________________
 AI3995  GEOID HEIGHT    -        -17.942 (meters)                     GEOID18
 AI3995  DYNAMIC HEIGHT  -        851.484 (meters)     2793.58  (feet) COMP
 AI3995  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 AI3995
 AI3995  VERT ORDER      -  FIRST     CLASS II
 AI3995
 AI3995.The horizontal coordinates were scaled from a map and have
 AI3995.an estimated accuracy of +/- 6 seconds.
 AI3995
 AI3995.The orthometric height was determined by differential leveling and
 AI3995.adjusted by the NATIONAL GEODETIC SURVEY
 AI3995.in April 2000.
 AI3995
 AI3995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3995.GEOID18 height accuracy estimate available here.
 AI3995
 AI3995.Click photographs - Photos may exist for this station.
 AI3995
 AI3995.The dynamic height is computed by dividing the NAVD 88
 AI3995.geopotential number by the normal gravity value computed on the
 AI3995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3995.degrees latitude (g = 980.6199 gals.).
 AI3995
 AI3995.The modeled gravity was interpolated from observed gravity values.
 AI3995
 AI3995;                    North         East    Units  Estimated Accuracy
 AI3995;SPC SD N     -   191,700.      400,080.      MT  (+/- 180 meters Scaled)
 AI3995
 AI3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL905447(NAD 83)
 AI3995
 AI3995                          SUPERSEDED SURVEY CONTROL
 AI3995
 AI3995.No superseded survey control is available for this station.
 AI3995
 AI3995_MARKER: Z = SEE DESCRIPTION
 AI3995_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI3995_STAMPING: 20-77.95 1998
 AI3995_MARK LOGO: NGS
 AI3995_PROJECTION: FLUSH
 AI3995_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI3995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3995+STABILITY: POSITION/ELEVATION WELL
 AI3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3995+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3995_ROD/PIPE-DEPTH: 12.8 meters
 AI3995_SLEEVE-DEPTH  : 2.0 meters
 AI3995
 AI3995  HISTORY     - Date     Condition        Report By
 AI3995  HISTORY     - 1998     MONUMENTED       SDDT
 AI3995  HISTORY     - 19990527 GOOD             NGS
 AI3995
 AI3995                          STATION DESCRIPTION
 AI3995
 AI3995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3995'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3995'BISON, THENCE 7.4 KM (4.60 MI) WESTERLY ALONG STATE HIGHWAY 20, 73.1 M
 AI3995'(239.8 FT) WEST OF MILEPOST 78, 50.2 M (164.7 FT) SOUTH OF THE HIGHWAY
 AI3995'CENTERLINE, 21.7 M (71.2 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 9A
 AI3995'(BIXBY ROAD), 12.3 M (40.4 FT) SOUTH OF THE MOST SOUTHERLY OF 2
 AI3995'UNDERGROUND CABLE JUNCTION BOX NUMBER D8, 3.0 M (9.8 FT) BELOW THE
 AI3995'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST, AND
 AI3995'0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AI3995'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE
 AI3995'CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AI3995'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE
 AI3995'MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3996 ***********************************************************************
 AI3996  DESIGNATION -  20 078.50
 AI3996  PID         -  AI3996
 AI3996  STATE/COUNTY-  SD/PERKINS
 AI3996  COUNTRY     -  US
 AI3996  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 AI3996
 AI3996                         *CURRENT SURVEY CONTROL
 AI3996  ______________________________________________________________________
 AI3996* NAD 83(1986) POSITION- 45 31 51.     (N) 102 33 02.     (W)   SCALED
 AI3996* NAVD 88 ORTHO HEIGHT -   854.964 (meters)     2804.99  (feet) ADJUSTED
 AI3996  ______________________________________________________________________
 AI3996  GEOID HEIGHT    -        -17.963 (meters)                     GEOID18
 AI3996  DYNAMIC HEIGHT  -        854.829 (meters)     2804.55  (feet) COMP
 AI3996  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 AI3996
 AI3996  VERT ORDER      -  FIRST     CLASS II
 AI3996
 AI3996.The horizontal coordinates were scaled from a map and have
 AI3996.an estimated accuracy of +/- 6 seconds.
 AI3996
 AI3996.The orthometric height was determined by differential leveling and
 AI3996.adjusted by the NATIONAL GEODETIC SURVEY
 AI3996.in April 2000.
 AI3996
 AI3996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3996.GEOID18 height accuracy estimate available here.
 AI3996
 AI3996.Click photographs - Photos may exist for this station.
 AI3996
 AI3996.The dynamic height is computed by dividing the NAVD 88
 AI3996.geopotential number by the normal gravity value computed on the
 AI3996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3996.degrees latitude (g = 980.6199 gals.).
 AI3996
 AI3996.The modeled gravity was interpolated from observed gravity values.
 AI3996
 AI3996;                    North         East    Units  Estimated Accuracy
 AI3996;SPC SD N     -   191,770.      400,800.      MT  (+/- 180 meters Scaled)
 AI3996
 AI3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL912448(NAD 83)
 AI3996
 AI3996                          SUPERSEDED SURVEY CONTROL
 AI3996
 AI3996.No superseded survey control is available for this station.
 AI3996
 AI3996_MARKER: DB = BENCH MARK DISK
 AI3996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3996_STAMPING: 20-78.50
 AI3996_MARK LOGO: SDDT
 AI3996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3996+STABILITY: SURFACE MOTION
 AI3996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3996+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3996
 AI3996  HISTORY     - Date     Condition        Report By
 AI3996  HISTORY     - 1995     MONUMENTED       SDDT
 AI3996  HISTORY     - 19990527 GOOD             NGS
 AI3996
 AI3996                          STATION DESCRIPTION
 AI3996
 AI3996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3996'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3996'BISON, THENCE 6.6 KM (4.10 MI) WESTERLY ALONG STATE HIGHWAY 20, 720.8
 AI3996'M (2364.8 FT) EAST OF MILEPOST 78, 30.0 M (98.4 FT) SOUTH OF THE
 AI3996'HIGHWAY CENTERLINE, 8.2 M (26.9 FT) EAST OF THE CENTER OF A FIELD
 AI3996'ENTRANCE, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) ABOVE THE
 AI3996'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AI3996'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3996'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3997 ***********************************************************************
 AI3997  DESIGNATION -  20 079.40
 AI3997  PID         -  AI3997
 AI3997  STATE/COUNTY-  SD/PERKINS
 AI3997  COUNTRY     -  US
 AI3997  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 AI3997
 AI3997                         *CURRENT SURVEY CONTROL
 AI3997  ______________________________________________________________________
 AI3997* NAD 83(1986) POSITION- 45 31 52.     (N) 102 31 49.     (W)   SCALED
 AI3997* NAVD 88 ORTHO HEIGHT -   840.047 (meters)     2756.05  (feet) ADJUSTED
 AI3997  ______________________________________________________________________
 AI3997  GEOID HEIGHT    -        -18.011 (meters)                     GEOID18
 AI3997  DYNAMIC HEIGHT  -        839.913 (meters)     2755.61  (feet) COMP
 AI3997  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 AI3997
 AI3997  VERT ORDER      -  FIRST     CLASS II
 AI3997
 AI3997.The horizontal coordinates were scaled from a map and have
 AI3997.an estimated accuracy of +/- 6 seconds.
 AI3997
 AI3997.The orthometric height was determined by differential leveling and
 AI3997.adjusted by the NATIONAL GEODETIC SURVEY
 AI3997.in April 2000.
 AI3997
 AI3997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3997.GEOID18 height accuracy estimate available here.
 AI3997
 AI3997.Click photographs - Photos may exist for this station.
 AI3997
 AI3997.The dynamic height is computed by dividing the NAVD 88
 AI3997.geopotential number by the normal gravity value computed on the
 AI3997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3997.degrees latitude (g = 980.6199 gals.).
 AI3997
 AI3997.The modeled gravity was interpolated from observed gravity values.
 AI3997
 AI3997;                    North         East    Units  Estimated Accuracy
 AI3997;SPC SD N     -   191,750.      402,390.      MT  (+/- 180 meters Scaled)
 AI3997
 AI3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL928449(NAD 83)
 AI3997
 AI3997                          SUPERSEDED SURVEY CONTROL
 AI3997
 AI3997.No superseded survey control is available for this station.
 AI3997
 AI3997_MARKER: DB = BENCH MARK DISK
 AI3997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3997_STAMPING: 20-79.40
 AI3997_MARK LOGO: SDDT
 AI3997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3997+STABILITY: SURFACE MOTION
 AI3997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3997+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3997
 AI3997  HISTORY     - Date     Condition        Report By
 AI3997  HISTORY     - 1995     MONUMENTED       SDDT
 AI3997  HISTORY     - 19990527 GOOD             NGS
 AI3997
 AI3997                          STATION DESCRIPTION
 AI3997
 AI3997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3997'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3997'BISON, THENCE 5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 20, 633.8
 AI3997'M (2079.4 FT) EAST OF MILEPOST 79, 29.7 M (97.4 FT) NORTH OF THE
 AI3997'HIGHWAY CENTERLINE, 7.2 M (23.6 FT) NORTHWEST OF A UTILITY POLE, 5.9 M
 AI3997'(19.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW
 AI3997'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AI3997'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI3997'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3998 ***********************************************************************
 AI3998  DESIGNATION -  20 081.50
 AI3998  PID         -  AI3998
 AI3998  STATE/COUNTY-  SD/PERKINS
 AI3998  COUNTRY     -  US
 AI3998  USGS QUAD   -  BISON (2017)
 AI3998
 AI3998                         *CURRENT SURVEY CONTROL
 AI3998  ______________________________________________________________________
 AI3998* NAD 83(1986) POSITION- 45 31 52.     (N) 102 29 23.     (W)   SCALED
 AI3998* NAVD 88 ORTHO HEIGHT -   843.399 (meters)     2767.05  (feet) ADJUSTED
 AI3998  ______________________________________________________________________
 AI3998  GEOID HEIGHT    -        -18.104 (meters)                     GEOID18
 AI3998  DYNAMIC HEIGHT  -        843.264 (meters)     2766.61  (feet) COMP
 AI3998  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 AI3998
 AI3998  VERT ORDER      -  FIRST     CLASS II
 AI3998
 AI3998.The horizontal coordinates were scaled from a map and have
 AI3998.an estimated accuracy of +/- 6 seconds.
 AI3998
 AI3998.The orthometric height was determined by differential leveling and
 AI3998.adjusted by the NATIONAL GEODETIC SURVEY
 AI3998.in April 2000.
 AI3998
 AI3998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3998.GEOID18 height accuracy estimate available here.
 AI3998
 AI3998.Click photographs - Photos may exist for this station.
 AI3998
 AI3998.The dynamic height is computed by dividing the NAVD 88
 AI3998.geopotential number by the normal gravity value computed on the
 AI3998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3998.degrees latitude (g = 980.6199 gals.).
 AI3998
 AI3998.The modeled gravity was interpolated from observed gravity values.
 AI3998
 AI3998;                    North         East    Units  Estimated Accuracy
 AI3998;SPC SD N     -   191,660.      405,550.      MT  (+/- 180 meters Scaled)
 AI3998
 AI3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL960450(NAD 83)
 AI3998
 AI3998                          SUPERSEDED SURVEY CONTROL
 AI3998
 AI3998.No superseded survey control is available for this station.
 AI3998
 AI3998_MARKER: DD = SURVEY DISK
 AI3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3998_STAMPING: 20-81.50 1997
 AI3998_MARK LOGO: SDSM
 AI3998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3998+STABILITY: SURFACE MOTION
 AI3998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3998+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3998
 AI3998  HISTORY     - Date     Condition        Report By
 AI3998  HISTORY     - 1997     MONUMENTED       SDDT
 AI3998  HISTORY     - 19990527 GOOD             NGS
 AI3998
 AI3998                          STATION DESCRIPTION
 AI3998
 AI3998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3998'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3998'BISON, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG STATE HIGHWAY 20, 741.8
 AI3998'M (2433.7 FT) EAST OF MILEPOST 81, 19.2 M (63.0 FT) NORTH OF THE
 AI3998'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AI3998'M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI3998'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI3998'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3999 ***********************************************************************
 AI3999  DESIGNATION -  20 083.05
 AI3999  PID         -  AI3999
 AI3999  STATE/COUNTY-  SD/PERKINS
 AI3999  COUNTRY     -  US
 AI3999  USGS QUAD   -  BISON (2017)
 AI3999
 AI3999                         *CURRENT SURVEY CONTROL
 AI3999  ______________________________________________________________________
 AI3999* NAD 83(1986) POSITION- 45 31 48.     (N) 102 27 26.     (W)   SCALED
 AI3999* NAVD 88 ORTHO HEIGHT -   846.259 (meters)     2776.43  (feet) ADJUSTED
 AI3999  ______________________________________________________________________
 AI3999  GEOID HEIGHT    -        -18.179 (meters)                     GEOID18
 AI3999  DYNAMIC HEIGHT  -        846.123 (meters)     2775.99  (feet) COMP
 AI3999  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 AI3999
 AI3999  VERT ORDER      -  FIRST     CLASS II
 AI3999
 AI3999.The horizontal coordinates were scaled from a map and have
 AI3999.an estimated accuracy of +/- 6 seconds.
 AI3999
 AI3999.The orthometric height was determined by differential leveling and
 AI3999.adjusted by the NATIONAL GEODETIC SURVEY
 AI3999.in April 2000.
 AI3999
 AI3999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3999.GEOID18 height accuracy estimate available here.
 AI3999
 AI3999.Click photographs - Photos may exist for this station.
 AI3999
 AI3999.The dynamic height is computed by dividing the NAVD 88
 AI3999.geopotential number by the normal gravity value computed on the
 AI3999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3999.degrees latitude (g = 980.6199 gals.).
 AI3999
 AI3999.The modeled gravity was interpolated from observed gravity values.
 AI3999
 AI3999;                    North         East    Units  Estimated Accuracy
 AI3999;SPC SD N     -   191,460.      408,090.      MT  (+/- 180 meters Scaled)
 AI3999
 AI3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL985449(NAD 83)
 AI3999
 AI3999                          SUPERSEDED SURVEY CONTROL
 AI3999
 AI3999.No superseded survey control is available for this station.
 AI3999
 AI3999_MARKER: DD = SURVEY DISK
 AI3999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3999_STAMPING: 20-83.05 1997
 AI3999_MARK LOGO: SDSM
 AI3999_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3999+STABILITY: SURFACE MOTION
 AI3999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3999+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3999
 AI3999  HISTORY     - Date     Condition        Report By
 AI3999  HISTORY     - 1997     MONUMENTED       SDDT
 AI3999  HISTORY     - 19990527 GOOD             NGS
 AI3999
 AI3999                          STATION DESCRIPTION
 AI3999
 AI3999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3999'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3999'BISON, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 79.7 M
 AI3999'(261.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 60.4 M (198.2 FT) EAST OF
 AI3999'MILEPOST 83, 12.8 M (42.0 FT) EAST OF COUNTY ROAD 11, 7.7 M (25.3 FT)
 AI3999'SOUTH OF THE CENTER OF A DRIVEWAY, 0.9 M (3.0 FT) SOUTHWEST OF THE
 AI3999'NORTH END OF A FENCE, 0.6 M (2.0 FT) WEST OF THE FENCE, 0.5 M (1.6 FT)
 AI3999'BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 AI3999'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT
 AI3999'IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4000 ***********************************************************************
 AI4000  DESIGNATION -  20 084.05
 AI4000  PID         -  AI4000
 AI4000  STATE/COUNTY-  SD/PERKINS
 AI4000  COUNTRY     -  US
 AI4000  USGS QUAD   -  BISON (2017)
 AI4000
 AI4000                         *CURRENT SURVEY CONTROL
 AI4000  ______________________________________________________________________
 AI4000* NAD 83(1986) POSITION- 45 31 49.     (N) 102 26 12.     (W)   SCALED
 AI4000* NAVD 88 ORTHO HEIGHT -   846.445 (meters)     2777.05  (feet) ADJUSTED
 AI4000  ______________________________________________________________________
 AI4000  GEOID HEIGHT    -        -18.228 (meters)                     GEOID18
 AI4000  DYNAMIC HEIGHT  -        846.310 (meters)     2776.60  (feet) COMP
 AI4000  MODELED GRAVITY -    980,427.4   (mgal)                       NAVD 88
 AI4000
 AI4000  VERT ORDER      -  FIRST     CLASS II
 AI4000
 AI4000.The horizontal coordinates were scaled from a map and have
 AI4000.an estimated accuracy of +/- 6 seconds.
 AI4000
 AI4000.The orthometric height was determined by differential leveling and
 AI4000.adjusted by the NATIONAL GEODETIC SURVEY
 AI4000.in April 2000.
 AI4000
 AI4000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4000.GEOID18 height accuracy estimate available here.
 AI4000
 AI4000.Click photographs - Photos may exist for this station.
 AI4000
 AI4000.The dynamic height is computed by dividing the NAVD 88
 AI4000.geopotential number by the normal gravity value computed on the
 AI4000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4000.degrees latitude (g = 980.6199 gals.).
 AI4000
 AI4000.The modeled gravity was interpolated from observed gravity values.
 AI4000
 AI4000;                    North         East    Units  Estimated Accuracy
 AI4000;SPC SD N     -   191,440.      409,690.      MT  (+/- 180 meters Scaled)
 AI4000
 AI4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL001450(NAD 83)
 AI4000
 AI4000                          SUPERSEDED SURVEY CONTROL
 AI4000
 AI4000.No superseded survey control is available for this station.
 AI4000
 AI4000_MARKER: DD = SURVEY DISK
 AI4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4000_STAMPING: 20-84.05 1997
 AI4000_MARK LOGO: SDSM
 AI4000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4000+STABILITY: SURFACE MOTION
 AI4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4000+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4000
 AI4000  HISTORY     - Date     Condition        Report By
 AI4000  HISTORY     - 1997     MONUMENTED       SDDT
 AI4000  HISTORY     - 19990527 GOOD             NGS
 AI4000
 AI4000                          STATION DESCRIPTION
 AI4000
 AI4000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4000'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI4000'BISON, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 55.5 M
 AI4000'(182.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 43.8 M (143.7 FT) EAST OF
 AI4000'MILEPOST 84, 43.5 M (142.7 FT) SOUTH OF BENCH MARK J 29, 6.5 M (21.3
 AI4000'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3 FT) EAST OF A
 AI4000'FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AI4000'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4000'SURFACE.  NOTE--THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4001 ***********************************************************************
 AI4001  DESIGNATION -  20 085.05
 AI4001  PID         -  AI4001
 AI4001  STATE/COUNTY-  SD/PERKINS
 AI4001  COUNTRY     -  US
 AI4001  USGS QUAD   -  BISON (2017)
 AI4001
 AI4001                         *CURRENT SURVEY CONTROL
 AI4001  ______________________________________________________________________
 AI4001* NAD 83(1986) POSITION- 45 31 49.     (N) 102 24 58.     (W)   SCALED
 AI4001* NAVD 88 ORTHO HEIGHT -   839.054 (meters)     2752.80  (feet) ADJUSTED
 AI4001  ______________________________________________________________________
 AI4001  GEOID HEIGHT    -        -18.275 (meters)                     GEOID18
 AI4001  DYNAMIC HEIGHT  -        838.921 (meters)     2752.36  (feet) COMP
 AI4001  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 AI4001
 AI4001  VERT ORDER      -  FIRST     CLASS II
 AI4001
 AI4001.The horizontal coordinates were scaled from a map and have
 AI4001.an estimated accuracy of +/- 6 seconds.
 AI4001
 AI4001.The orthometric height was determined by differential leveling and
 AI4001.adjusted by the NATIONAL GEODETIC SURVEY
 AI4001.in April 2000.
 AI4001
 AI4001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4001.GEOID18 height accuracy estimate available here.
 AI4001
 AI4001.Click photographs - Photos may exist for this station.
 AI4001
 AI4001.The dynamic height is computed by dividing the NAVD 88
 AI4001.geopotential number by the normal gravity value computed on the
 AI4001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4001.degrees latitude (g = 980.6199 gals.).
 AI4001
 AI4001.The modeled gravity was interpolated from observed gravity values.
 AI4001
 AI4001;                    North         East    Units  Estimated Accuracy
 AI4001;SPC SD N     -   191,390.      411,300.      MT  (+/- 180 meters Scaled)
 AI4001
 AI4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL017451(NAD 83)
 AI4001
 AI4001                          SUPERSEDED SURVEY CONTROL
 AI4001
 AI4001.No superseded survey control is available for this station.
 AI4001
 AI4001_MARKER: DD = SURVEY DISK
 AI4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4001_STAMPING: 20-85.05 1997
 AI4001_MARK LOGO: SDSM
 AI4001_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4001+STABILITY: SURFACE MOTION
 AI4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4001+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4001
 AI4001  HISTORY     - Date     Condition        Report By
 AI4001  HISTORY     - 1997     MONUMENTED       SDDT
 AI4001  HISTORY     - 19990527 GOOD             NGS
 AI4001
 AI4001                          STATION DESCRIPTION
 AI4001
 AI4001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4001'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI4001'BISON, THENCE 3.8 KM (2.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 42.5 M
 AI4001'(139.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 39.9 M (130.9 FT) EAST OF
 AI4001'MILEPOST 85, 3.1 M (10.2 FT) EAST OF THE CENTER OF A TRACK ROAD, 0.3 M
 AI4001'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AI4001'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4001'NOTE--THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4002 ***********************************************************************
 AI4002  DESIGNATION -  20 086.05
 AI4002  PID         -  AI4002
 AI4002  STATE/COUNTY-  SD/PERKINS
 AI4002  COUNTRY     -  US
 AI4002  USGS QUAD   -  BISON (2017)
 AI4002
 AI4002                         *CURRENT SURVEY CONTROL
 AI4002  ______________________________________________________________________
 AI4002* NAD 83(1986) POSITION- 45 31 47.     (N) 102 23 46.     (W)   SCALED
 AI4002* NAVD 88 ORTHO HEIGHT -   835.419 (meters)     2740.87  (feet) ADJUSTED
 AI4002  ______________________________________________________________________
 AI4002  GEOID HEIGHT    -        -18.321 (meters)                     GEOID18
 AI4002  DYNAMIC HEIGHT  -        835.288 (meters)     2740.44  (feet) COMP
 AI4002  MODELED GRAVITY -    980,430.6   (mgal)                       NAVD 88
 AI4002
 AI4002  VERT ORDER      -  FIRST     CLASS II
 AI4002
 AI4002.The horizontal coordinates were scaled from a map and have
 AI4002.an estimated accuracy of +/- 6 seconds.
 AI4002
 AI4002.The orthometric height was determined by differential leveling and
 AI4002.adjusted by the NATIONAL GEODETIC SURVEY
 AI4002.in April 2000.
 AI4002
 AI4002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4002.GEOID18 height accuracy estimate available here.
 AI4002
 AI4002.Click photographs - Photos may exist for this station.
 AI4002
 AI4002.The dynamic height is computed by dividing the NAVD 88
 AI4002.geopotential number by the normal gravity value computed on the
 AI4002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4002.degrees latitude (g = 980.6199 gals.).
 AI4002
 AI4002.The modeled gravity was interpolated from observed gravity values.
 AI4002
 AI4002;                    North         East    Units  Estimated Accuracy
 AI4002;SPC SD N     -   191,280.      412,860.      MT  (+/- 180 meters Scaled)
 AI4002
 AI4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL033450(NAD 83)
 AI4002
 AI4002                          SUPERSEDED SURVEY CONTROL
 AI4002
 AI4002.No superseded survey control is available for this station.
 AI4002
 AI4002_MARKER: DD = SURVEY DISK
 AI4002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4002_STAMPING: 20-86.05 1997
 AI4002_MARK LOGO: SDSM
 AI4002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4002+STABILITY: SURFACE MOTION
 AI4002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4002+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4002
 AI4002  HISTORY     - Date     Condition        Report By
 AI4002  HISTORY     - 1997     MONUMENTED       SDDT
 AI4002  HISTORY     - 19990527 GOOD             NGS
 AI4002
 AI4002                          STATION DESCRIPTION
 AI4002
 AI4002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4002'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI4002'BISON, THENCE 5.4 KM (3.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 85.0 M
 AI4002'(278.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 81.2 M (266.4 FT)
 AI4002'SOUTHEAST OF MILEPOST 86, 9.9 M (32.5 FT) WEST OF THE CENTER OF COUNTY
 AI4002'ROAD 23, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT)
 AI4002'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4002'SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4003 ***********************************************************************
 AI4003  DESIGNATION -  20 087.00
 AI4003  PID         -  AI4003
 AI4003  STATE/COUNTY-  SD/PERKINS
 AI4003  COUNTRY     -  US
 AI4003  USGS QUAD   -  BISON (2017)
 AI4003
 AI4003                         *CURRENT SURVEY CONTROL
 AI4003  ______________________________________________________________________
 AI4003* NAD 83(1986) POSITION- 45 31 49.     (N) 102 22 31.     (W)   SCALED
 AI4003* NAVD 88 ORTHO HEIGHT -   823.635 (meters)     2702.21  (feet) ADJUSTED
 AI4003  ______________________________________________________________________
 AI4003  GEOID HEIGHT    -        -18.368 (meters)                     GEOID18
 AI4003  DYNAMIC HEIGHT  -        823.506 (meters)     2701.79  (feet) COMP
 AI4003  MODELED GRAVITY -    980,432.0   (mgal)                       NAVD 88
 AI4003
 AI4003  VERT ORDER      -  FIRST     CLASS II
 AI4003
 AI4003.The horizontal coordinates were scaled from a map and have
 AI4003.an estimated accuracy of +/- 6 seconds.
 AI4003
 AI4003.The orthometric height was determined by differential leveling and
 AI4003.adjusted by the NATIONAL GEODETIC SURVEY
 AI4003.in April 2000.
 AI4003
 AI4003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4003.GEOID18 height accuracy estimate available here.
 AI4003
 AI4003.Click photographs - Photos may exist for this station.
 AI4003
 AI4003.The dynamic height is computed by dividing the NAVD 88
 AI4003.geopotential number by the normal gravity value computed on the
 AI4003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4003.degrees latitude (g = 980.6199 gals.).
 AI4003
 AI4003.The modeled gravity was interpolated from observed gravity values.
 AI4003
 AI4003;                    North         East    Units  Estimated Accuracy
 AI4003;SPC SD N     -   191,300.      414,480.      MT  (+/- 180 meters Scaled)
 AI4003
 AI4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL049452(NAD 83)
 AI4003
 AI4003                          SUPERSEDED SURVEY CONTROL
 AI4003
 AI4003.No superseded survey control is available for this station.
 AI4003
 AI4003_MARKER: Z = SEE DESCRIPTION
 AI4003_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4003_STAMPING: 20-87.00 1998
 AI4003_MARK LOGO: NGS
 AI4003_PROJECTION: FLUSH
 AI4003_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4003+STABILITY: POSITION/ELEVATION WELL
 AI4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4003+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4003_ROD/PIPE-DEPTH: 12.8 meters
 AI4003_SLEEVE-DEPTH  : 2.0 meters
 AI4003
 AI4003  HISTORY     - Date     Condition        Report By
 AI4003  HISTORY     - 1998     MONUMENTED       SDDT
 AI4003  HISTORY     - 19990527 GOOD             NGS
 AI4003
 AI4003                          STATION DESCRIPTION
 AI4003
 AI4003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4003'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI4003'BISON, THENCE 7.0 KM (4.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 83.9 M
 AI4003'(275.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 77.4 M (253.9 FT) SOUTH OF
 AI4003'MILEPOST 87, 10.8 M (35.4 FT) WEST OF THE CENTER OF A DIRT ROAD, 0.5 M
 AI4003'(1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) SOUTH OF A METAL
 AI4003'GUARD POST, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST. NOTE--ACCESS
 AI4003'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AI4003'4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET
 AI4003'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI4003'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON SECTION LINE ROAD
 AI4003'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4004 ***********************************************************************
 AI4004  DESIGNATION -  20 088.00
 AI4004  PID         -  AI4004
 AI4004  STATE/COUNTY-  SD/PERKINS
 AI4004  COUNTRY     -  US
 AI4004  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI4004
 AI4004                         *CURRENT SURVEY CONTROL
 AI4004  ______________________________________________________________________
 AI4004* NAD 83(1986) POSITION- 45 31 49.     (N) 102 21 16.     (W)   SCALED
 AI4004* NAVD 88 ORTHO HEIGHT -   839.254 (meters)     2753.45  (feet) ADJUSTED
 AI4004  ______________________________________________________________________
 AI4004  GEOID HEIGHT    -        -18.414 (meters)                     GEOID18
 AI4004  DYNAMIC HEIGHT  -        839.125 (meters)     2753.03  (feet) COMP
 AI4004  MODELED GRAVITY -    980,433.2   (mgal)                       NAVD 88
 AI4004
 AI4004  VERT ORDER      -  FIRST     CLASS II
 AI4004
 AI4004.The horizontal coordinates were scaled from a map and have
 AI4004.an estimated accuracy of +/- 6 seconds.
 AI4004
 AI4004.The orthometric height was determined by differential leveling and
 AI4004.adjusted by the NATIONAL GEODETIC SURVEY
 AI4004.in April 2000.
 AI4004
 AI4004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4004.GEOID18 height accuracy estimate available here.
 AI4004
 AI4004.Click photographs - Photos may exist for this station.
 AI4004
 AI4004.The dynamic height is computed by dividing the NAVD 88
 AI4004.geopotential number by the normal gravity value computed on the
 AI4004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4004.degrees latitude (g = 980.6199 gals.).
 AI4004
 AI4004.The modeled gravity was interpolated from observed gravity values.
 AI4004
 AI4004;                    North         East    Units  Estimated Accuracy
 AI4004;SPC SD N     -   191,250.      416,110.      MT  (+/- 180 meters Scaled)
 AI4004
 AI4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL065452(NAD 83)
 AI4004
 AI4004                          SUPERSEDED SURVEY CONTROL
 AI4004
 AI4004.No superseded survey control is available for this station.
 AI4004
 AI4004_MARKER: DD = SURVEY DISK
 AI4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4004_STAMPING: 20-88.00 1997
 AI4004_MARK LOGO: SDSM
 AI4004_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4004+STABILITY: SURFACE MOTION
 AI4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4004+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4004
 AI4004  HISTORY     - Date     Condition        Report By
 AI4004  HISTORY     - 1997     MONUMENTED       SDDT
 AI4004  HISTORY     - 19990527 GOOD             NGS
 AI4004
 AI4004                          STATION DESCRIPTION
 AI4004
 AI4004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4004'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI4004'BISON, THENCE 8.6 KM (5.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 62.5 M
 AI4004'(205.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 55.0 M (180.4 FT) SOUTH OF
 AI4004'MILEPOST 88, 2.7 M (8.9 FT) EAST OF THE CENTER OF A TRACK ROAD, 0.4 M
 AI4004'(1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AI4004'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4004'NOTE--THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4005 ***********************************************************************
 AI4005  DESIGNATION -  20 089.05
 AI4005  PID         -  AI4005
 AI4005  STATE/COUNTY-  SD/PERKINS
 AI4005  COUNTRY     -  US
 AI4005  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI4005
 AI4005                         *CURRENT SURVEY CONTROL
 AI4005  ______________________________________________________________________
 AI4005* NAD 83(1986) POSITION- 45 31 48.     (N) 102 20 02.     (W)   SCALED
 AI4005* NAVD 88 ORTHO HEIGHT -   844.766 (meters)     2771.54  (feet) ADJUSTED
 AI4005  ______________________________________________________________________
 AI4005  GEOID HEIGHT    -        -18.459 (meters)                     GEOID18
 AI4005  DYNAMIC HEIGHT  -        844.636 (meters)     2771.11  (feet) COMP
 AI4005  MODELED GRAVITY -    980,434.1   (mgal)                       NAVD 88
 AI4005
 AI4005  VERT ORDER      -  FIRST     CLASS II
 AI4005
 AI4005.The horizontal coordinates were scaled from a map and have
 AI4005.an estimated accuracy of +/- 6 seconds.
 AI4005
 AI4005.The orthometric height was determined by differential leveling and
 AI4005.adjusted by the NATIONAL GEODETIC SURVEY
 AI4005.in April 2000.
 AI4005
 AI4005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4005.GEOID18 height accuracy estimate available here.
 AI4005
 AI4005.Click photographs - Photos may exist for this station.
 AI4005
 AI4005.The dynamic height is computed by dividing the NAVD 88
 AI4005.geopotential number by the normal gravity value computed on the
 AI4005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4005.degrees latitude (g = 980.6199 gals.).
 AI4005
 AI4005.The modeled gravity was interpolated from observed gravity values.
 AI4005
 AI4005;                    North         East    Units  Estimated Accuracy
 AI4005;SPC SD N     -   191,170.      417,720.      MT  (+/- 180 meters Scaled)
 AI4005
 AI4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL081452(NAD 83)
 AI4005
 AI4005                          SUPERSEDED SURVEY CONTROL
 AI4005
 AI4005.No superseded survey control is available for this station.
 AI4005
 AI4005_MARKER: DD = SURVEY DISK
 AI4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4005_STAMPING: 20-89.05 1997
 AI4005_MARK LOGO: SDSM
 AI4005_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4005+STABILITY: SURFACE MOTION
 AI4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4005+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4005
 AI4005  HISTORY     - Date     Condition        Report By
 AI4005  HISTORY     - 1997     MONUMENTED       SDDT
 AI4005  HISTORY     - 19990527 GOOD             NGS
 AI4005
 AI4005                          STATION DESCRIPTION
 AI4005
 AI4005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4005'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI4005'BISON, THENCE 10.2 KM (6.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 98.8
 AI4005'M (324.1 FT) SOUTHEAST OF MILEPOST 89, 95.6 M (313.6 FT) SOUTH OF THE
 AI4005'HIGHWAY CENTERLINE, 7.6 M (24.9 FT) EAST OF THE CENTER OF A GRAVELED
 AI4005'ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.7 M (2.3 FT) WEST
 AI4005'OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AI4005'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON COUNTY
 AI4005'ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4032 ***********************************************************************
 AI4032  DESIGNATION -  20 090.05
 AI4032  PID         -  AI4032
 AI4032  STATE/COUNTY-  SD/PERKINS
 AI4032  COUNTRY     -  US
 AI4032  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI4032
 AI4032                         *CURRENT SURVEY CONTROL
 AI4032  ______________________________________________________________________
 AI4032* NAD 83(1986) POSITION- 45 31 53.     (N) 102 18 48.     (W)   SCALED
 AI4032* NAVD 88 ORTHO HEIGHT -   836.464 (meters)     2744.30  (feet) ADJUSTED
 AI4032  ______________________________________________________________________
 AI4032  GEOID HEIGHT    -        -18.506 (meters)                     GEOID18
 AI4032  DYNAMIC HEIGHT  -        836.336 (meters)     2743.88  (feet) COMP
 AI4032  MODELED GRAVITY -    980,435.0   (mgal)                       NAVD 88
 AI4032
 AI4032  VERT ORDER      -  FIRST     CLASS II
 AI4032
 AI4032.The horizontal coordinates were scaled from a map and have
 AI4032.an estimated accuracy of +/- 6 seconds.
 AI4032
 AI4032.The orthometric height was determined by differential leveling and
 AI4032.adjusted by the NATIONAL GEODETIC SURVEY
 AI4032.in April 2000.
 AI4032
 AI4032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4032.GEOID18 height accuracy estimate available here.
 AI4032
 AI4032.Click photographs - Photos may exist for this station.
 AI4032
 AI4032.The dynamic height is computed by dividing the NAVD 88
 AI4032.geopotential number by the normal gravity value computed on the
 AI4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4032.degrees latitude (g = 980.6199 gals.).
 AI4032
 AI4032.The modeled gravity was interpolated from observed gravity values.
 AI4032
 AI4032;                    North         East    Units  Estimated Accuracy
 AI4032;SPC SD N     -   191,280.      419,320.      MT  (+/- 180 meters Scaled)
 AI4032
 AI4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL097454(NAD 83)
 AI4032
 AI4032                          SUPERSEDED SURVEY CONTROL
 AI4032
 AI4032.No superseded survey control is available for this station.
 AI4032
 AI4032_MARKER: DD = SURVEY DISK
 AI4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4032_STAMPING: 20-90.05 1997
 AI4032_MARK LOGO: SDSM
 AI4032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4032+STABILITY: SURFACE MOTION
 AI4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4032+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4032
 AI4032  HISTORY     - Date     Condition        Report By
 AI4032  HISTORY     - 1997     MONUMENTED       SDDT
 AI4032  HISTORY     - 19990527 GOOD             NGS
 AI4032
 AI4032                          STATION DESCRIPTION
 AI4032
 AI4032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4032'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4032'MEADOW, THENCE 7.5 KM (4.65 MI) WESTERLY ALONG STATE HIGHWAY 20, 139.1
 AI4032'M (456.4 FT) NORTHEAST OF MILE POST 90, 119.1 M (390.7 FT) NORTH OF
 AI4032'THE HIGHWAY CENTERLINE, 10.5 M (34.4 FT) EAST OF THE CENTER OF A
 AI4032'GRAVELED ROAD, 4.3 M (14.1 FT) SOUTH OF THE CENTER OF A FIELD
 AI4032'ENTRANCE, 0.7 M (2.3 FT) WEST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE
 AI4032'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 AI4032'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4032'COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4033 ***********************************************************************
 AI4033  DESIGNATION -  20 091.05
 AI4033  PID         -  AI4033
 AI4033  STATE/COUNTY-  SD/PERKINS
 AI4033  COUNTRY     -  US
 AI4033  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI4033
 AI4033                         *CURRENT SURVEY CONTROL
 AI4033  ______________________________________________________________________
 AI4033* NAD 83(1986) POSITION- 45 31 55.     (N) 102 17 34.     (W)   SCALED
 AI4033* NAVD 88 ORTHO HEIGHT -   805.424 (meters)     2642.46  (feet) ADJUSTED
 AI4033  ______________________________________________________________________
 AI4033  GEOID HEIGHT    -        -18.555 (meters)                     GEOID18
 AI4033  DYNAMIC HEIGHT  -        805.301 (meters)     2642.06  (feet) COMP
 AI4033  MODELED GRAVITY -    980,435.7   (mgal)                       NAVD 88
 AI4033
 AI4033  VERT ORDER      -  FIRST     CLASS II
 AI4033
 AI4033.The horizontal coordinates were scaled from a map and have
 AI4033.an estimated accuracy of +/- 6 seconds.
 AI4033
 AI4033.The orthometric height was determined by differential leveling and
 AI4033.adjusted by the NATIONAL GEODETIC SURVEY
 AI4033.in April 2000.
 AI4033
 AI4033.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4033.GEOID18 height accuracy estimate available here.
 AI4033
 AI4033.Click photographs - Photos may exist for this station.
 AI4033
 AI4033.The dynamic height is computed by dividing the NAVD 88
 AI4033.geopotential number by the normal gravity value computed on the
 AI4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4033.degrees latitude (g = 980.6199 gals.).
 AI4033
 AI4033.The modeled gravity was interpolated from observed gravity values.
 AI4033
 AI4033;                    North         East    Units  Estimated Accuracy
 AI4033;SPC SD N     -   191,290.      420,930.      MT  (+/- 180 meters Scaled)
 AI4033
 AI4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL113456(NAD 83)
 AI4033
 AI4033                          SUPERSEDED SURVEY CONTROL
 AI4033
 AI4033.No superseded survey control is available for this station.
 AI4033
 AI4033_MARKER: DD = SURVEY DISK
 AI4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4033_STAMPING: 20-91.05 1997
 AI4033_MARK LOGO: SDSM
 AI4033_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4033+STABILITY: SURFACE MOTION
 AI4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4033+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4033
 AI4033  HISTORY     - Date     Condition        Report By
 AI4033  HISTORY     - 1997     MONUMENTED       SDDT
 AI4033  HISTORY     - 19990527 GOOD             NGS
 AI4033
 AI4033                          STATION DESCRIPTION
 AI4033
 AI4033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4033'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4033'MEADOW, THENCE 5.9 KM (3.65 MI) WESTERLY ALONG STATE HIGHWAY 20, 174.0
 AI4033'M (570.9 FT) NORTH OF THE HIGHWAY CENTER, 83.7 M (274.6 FT) EAST OF
 AI4033'MILEPOST 91, 11.3 M (37.1 FT) EAST OF THE CENTER OF A TRACK ROAD, 1.2
 AI4033'M (3.9 FT) EAST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AI4033'THE ROAD, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AI4033'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4033'PROPERTY OWNED BY RON SEIDEL, 18610 HWY 20, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4034 ***********************************************************************
 AI4034  DESIGNATION -  20 092.05
 AI4034  PID         -  AI4034
 AI4034  STATE/COUNTY-  SD/PERKINS
 AI4034  COUNTRY     -  US
 AI4034  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI4034
 AI4034                         *CURRENT SURVEY CONTROL
 AI4034  ______________________________________________________________________
 AI4034* NAD 83(1986) POSITION- 45 31 47.     (N) 102 16 22.     (W)   SCALED
 AI4034* NAVD 88 ORTHO HEIGHT -   791.690 (meters)     2597.40  (feet) ADJUSTED
 AI4034  ______________________________________________________________________
 AI4034  GEOID HEIGHT    -        -18.602 (meters)                     GEOID18
 AI4034  DYNAMIC HEIGHT  -        791.569 (meters)     2597.01  (feet) COMP
 AI4034  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 AI4034
 AI4034  VERT ORDER      -  FIRST     CLASS II
 AI4034
 AI4034.The horizontal coordinates were scaled from a map and have
 AI4034.an estimated accuracy of +/- 6 seconds.
 AI4034
 AI4034.The orthometric height was determined by differential leveling and
 AI4034.adjusted by the NATIONAL GEODETIC SURVEY
 AI4034.in April 2000.
 AI4034
 AI4034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4034.GEOID18 height accuracy estimate available here.
 AI4034
 AI4034.Click photographs - Photos may exist for this station.
 AI4034
 AI4034.The dynamic height is computed by dividing the NAVD 88
 AI4034.geopotential number by the normal gravity value computed on the
 AI4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4034.degrees latitude (g = 980.6199 gals.).
 AI4034
 AI4034.The modeled gravity was interpolated from observed gravity values.
 AI4034
 AI4034;                    North         East    Units  Estimated Accuracy
 AI4034;SPC SD N     -   191,000.      422,490.      MT  (+/- 180 meters Scaled)
 AI4034
 AI4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL129454(NAD 83)
 AI4034
 AI4034                          SUPERSEDED SURVEY CONTROL
 AI4034
 AI4034.No superseded survey control is available for this station.
 AI4034
 AI4034_MARKER: Z = SEE DESCRIPTION
 AI4034_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4034_STAMPING: 20-92.05 1998
 AI4034_MARK LOGO: NGS
 AI4034_PROJECTION: FLUSH
 AI4034_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4034+STABILITY: POSITION/ELEVATION WELL
 AI4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4034+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4034_ROD/PIPE-DEPTH: 12.6 meters
 AI4034_SLEEVE-DEPTH  : 2.0 meters
 AI4034
 AI4034  HISTORY     - Date     Condition        Report By
 AI4034  HISTORY     - 1998     MONUMENTED       SDDT
 AI4034  HISTORY     - 19990527 GOOD             NGS
 AI4034
 AI4034                          STATION DESCRIPTION
 AI4034
 AI4034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4034'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4034'MEADOW, THENCE 4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 20, 96.6
 AI4034'M (316.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 38.2 M (125.3 FT) EAST
 AI4034'OF MILEPOST 92, 15.7 M (51.5 FT) WEST OF THE CENTER OF COUNTY ROAD 13,
 AI4034'2.9 M (9.5 FT) NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, 0.8 M (2.6
 AI4034'FT) EAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M
 AI4034'(1.0 FT) SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A
 AI4034'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AI4034'LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A
 AI4034'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AI4034'A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY
 AI4034'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4035 ***********************************************************************
 AI4035  DESIGNATION -  20 093.05
 AI4035  PID         -  AI4035
 AI4035  STATE/COUNTY-  SD/PERKINS
 AI4035  COUNTRY     -  US
 AI4035  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI4035
 AI4035                         *CURRENT SURVEY CONTROL
 AI4035  ______________________________________________________________________
 AI4035* NAD 83(1986) POSITION- 45 31 52.     (N) 102 15 07.     (W)   SCALED
 AI4035* NAVD 88 ORTHO HEIGHT -   793.769 (meters)     2604.22  (feet) ADJUSTED
 AI4035  ______________________________________________________________________
 AI4035  GEOID HEIGHT    -        -18.649 (meters)                     GEOID18
 AI4035  DYNAMIC HEIGHT  -        793.648 (meters)     2603.83  (feet) COMP
 AI4035  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 AI4035
 AI4035  VERT ORDER      -  FIRST     CLASS II
 AI4035
 AI4035.The horizontal coordinates were scaled from a map and have
 AI4035.an estimated accuracy of +/- 6 seconds.
 AI4035
 AI4035.The orthometric height was determined by differential leveling and
 AI4035.adjusted by the NATIONAL GEODETIC SURVEY
 AI4035.in April 2000.
 AI4035
 AI4035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4035.GEOID18 height accuracy estimate available here.
 AI4035
 AI4035.Click photographs - Photos may exist for this station.
 AI4035
 AI4035.The dynamic height is computed by dividing the NAVD 88
 AI4035.geopotential number by the normal gravity value computed on the
 AI4035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4035.degrees latitude (g = 980.6199 gals.).
 AI4035
 AI4035.The modeled gravity was interpolated from observed gravity values.
 AI4035
 AI4035;                    North         East    Units  Estimated Accuracy
 AI4035;SPC SD N     -   191,110.      424,120.      MT  (+/- 180 meters Scaled)
 AI4035
 AI4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL145456(NAD 83)
 AI4035
 AI4035                          SUPERSEDED SURVEY CONTROL
 AI4035
 AI4035.No superseded survey control is available for this station.
 AI4035
 AI4035_MARKER: DD = SURVEY DISK
 AI4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4035_STAMPING: 20-93.05 1997
 AI4035_MARK LOGO: SDSM
 AI4035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4035+STABILITY: SURFACE MOTION
 AI4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4035+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4035
 AI4035  HISTORY     - Date     Condition        Report By
 AI4035  HISTORY     - 1997     MONUMENTED       SDDT
 AI4035  HISTORY     - 19990527 GOOD             NGS
 AI4035
 AI4035                          STATION DESCRIPTION
 AI4035
 AI4035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4035'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4035'MEADOW, THENCE 2.7 KM (1.65 MI) WESTERLY ALONG STATE HIGHWAY 20, 70.9
 AI4035'M (232.6 FT) EAST OF MILEPOST 93, 53.7 M (176.2 FT) NORTH OF THE
 AI4035'HIGHWAY CENTERLINE, 7.8 M (25.6 FT) WEST OF THE CENTER OF A TRACK
 AI4035'ROAD, 0.7 M (2.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL
 AI4035'OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AI4035'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON SECTION
 AI4035'LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4036 ***********************************************************************
 AI4036  DESIGNATION -  20 094.05
 AI4036  PID         -  AI4036
 AI4036  STATE/COUNTY-  SD/PERKINS
 AI4036  COUNTRY     -  US
 AI4036  USGS QUAD   -  MEADOW (2017)
 AI4036
 AI4036                         *CURRENT SURVEY CONTROL
 AI4036  ______________________________________________________________________
 AI4036* NAD 83(1986) POSITION- 45 31 48.     (N) 102 13 51.     (W)   SCALED
 AI4036* NAVD 88 ORTHO HEIGHT -   797.127 (meters)     2615.24  (feet) ADJUSTED
 AI4036  ______________________________________________________________________
 AI4036  GEOID HEIGHT    -        -18.696 (meters)                     GEOID18
 AI4036  DYNAMIC HEIGHT  -        797.006 (meters)     2614.84  (feet) COMP
 AI4036  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 AI4036
 AI4036  VERT ORDER      -  FIRST     CLASS II
 AI4036
 AI4036.The horizontal coordinates were scaled from a map and have
 AI4036.an estimated accuracy of +/- 6 seconds.
 AI4036
 AI4036.The orthometric height was determined by differential leveling and
 AI4036.adjusted by the NATIONAL GEODETIC SURVEY
 AI4036.in April 2000.
 AI4036
 AI4036.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4036.GEOID18 height accuracy estimate available here.
 AI4036
 AI4036.Click photographs - Photos may exist for this station.
 AI4036
 AI4036.The dynamic height is computed by dividing the NAVD 88
 AI4036.geopotential number by the normal gravity value computed on the
 AI4036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4036.degrees latitude (g = 980.6199 gals.).
 AI4036
 AI4036.The modeled gravity was interpolated from observed gravity values.
 AI4036
 AI4036;                    North         East    Units  Estimated Accuracy
 AI4036;SPC SD N     -   190,940.      425,760.      MT  (+/- 180 meters Scaled)
 AI4036
 AI4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL162455(NAD 83)
 AI4036
 AI4036                          SUPERSEDED SURVEY CONTROL
 AI4036
 AI4036.No superseded survey control is available for this station.
 AI4036
 AI4036_MARKER: DD = SURVEY DISK
 AI4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4036_STAMPING: 20-094.05 1997
 AI4036_MARK LOGO: SDSM
 AI4036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4036+STABILITY: SURFACE MOTION
 AI4036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4036+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI4036
 AI4036  HISTORY     - Date     Condition        Report By
 AI4036  HISTORY     - 1997     MONUMENTED       SDDT
 AI4036  HISTORY     - 19990527 GOOD             NGS
 AI4036
 AI4036                          STATION DESCRIPTION
 AI4036
 AI4036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4036'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4036'MEADOW, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG STATE HIGHWAY 20, 76.4
 AI4036'M (250.7 FT) EAST OF MILEPOST 94, 50.2 M (164.7 FT) SOUTH OF THE
 AI4036'HIGHWAY CENTERLINE, 37.5 M (123.0 FT) SOUTH OF A FENCE CORNER, 15.6 M
 AI4036'(51.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 5.6 M (18.4 FT) NORTH
 AI4036'OF THE NORTHEAST CORNER OF AN UNDERGROUND CABLE JUNCTION BOX, 0.6 M
 AI4036'(2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 AI4036'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AI4036'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD
 AI4036'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4037 ***********************************************************************
 AI4037  DESIGNATION -  20 095.05
 AI4037  PID         -  AI4037
 AI4037  STATE/COUNTY-  SD/PERKINS
 AI4037  COUNTRY     -  US
 AI4037  USGS QUAD   -  MEADOW (2017)
 AI4037
 AI4037                         *CURRENT SURVEY CONTROL
 AI4037  ______________________________________________________________________
 AI4037* NAD 83(1986) POSITION- 45 31 56.     (N) 102 12 37.     (W)   SCALED
 AI4037* NAVD 88 ORTHO HEIGHT -   804.439 (meters)     2639.23  (feet) ADJUSTED
 AI4037  ______________________________________________________________________
 AI4037  GEOID HEIGHT    -        -18.743 (meters)                     GEOID18
 AI4037  DYNAMIC HEIGHT  -        804.316 (meters)     2638.83  (feet) COMP
 AI4037  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 AI4037
 AI4037  VERT ORDER      -  FIRST     CLASS II
 AI4037
 AI4037.The horizontal coordinates were scaled from a map and have
 AI4037.an estimated accuracy of +/- 6 seconds.
 AI4037
 AI4037.The orthometric height was determined by differential leveling and
 AI4037.adjusted by the NATIONAL GEODETIC SURVEY
 AI4037.in April 2000.
 AI4037
 AI4037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4037.GEOID18 height accuracy estimate available here.
 AI4037
 AI4037.Click photographs - Photos may exist for this station.
 AI4037
 AI4037.The dynamic height is computed by dividing the NAVD 88
 AI4037.geopotential number by the normal gravity value computed on the
 AI4037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4037.degrees latitude (g = 980.6199 gals.).
 AI4037
 AI4037.The modeled gravity was interpolated from observed gravity values.
 AI4037
 AI4037;                    North         East    Units  Estimated Accuracy
 AI4037;SPC SD N     -   191,150.      427,370.      MT  (+/- 180 meters Scaled)
 AI4037
 AI4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL178458(NAD 83)
 AI4037
 AI4037                          SUPERSEDED SURVEY CONTROL
 AI4037
 AI4037.No superseded survey control is available for this station.
 AI4037
 AI4037_MARKER: DD = SURVEY DISK
 AI4037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4037_STAMPING: 20-095.05 1997
 AI4037_MARK LOGO: SDDT
 AI4037_PROJECTION: FLUSH
 AI4037_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4037+STABILITY: SURFACE MOTION
 AI4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4037+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4037
 AI4037  HISTORY     - Date     Condition        Report By
 AI4037  HISTORY     - 1997     MONUMENTED       SDDT
 AI4037  HISTORY     - 19990621 GOOD             NGS
 AI4037
 AI4037                          STATION DESCRIPTION
 AI4037
 AI4037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4037'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4037'MEADOW, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG STATE HIGHWAY 20, 156.2
 AI4037'M (512.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 71.5 M (234.6 FT) EAST
 AI4037'OF MILEPOST 95, 12.8 M (42.0 FT) WEST OF THE CENTER OF A GRAVELED
 AI4037'ROAD, 0.6 M (2.0 FT) EAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AI4037'OF THE ROAD, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AI4037'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON ROAD
 AI4037'COUNTY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4038 ***********************************************************************
 AI4038  DESIGNATION -  20 096.05
 AI4038  PID         -  AI4038
 AI4038  STATE/COUNTY-  SD/PERKINS
 AI4038  COUNTRY     -  US
 AI4038  USGS QUAD   -  MEADOW (2017)
 AI4038
 AI4038                         *CURRENT SURVEY CONTROL
 AI4038  ______________________________________________________________________
 AI4038* NAD 83(1986) POSITION- 45 31 47.     (N) 102 11 25.     (W)   SCALED
 AI4038* NAVD 88 ORTHO HEIGHT -   802.791 (meters)     2633.82  (feet) ADJUSTED
 AI4038  ______________________________________________________________________
 AI4038  GEOID HEIGHT    -        -18.789 (meters)                     GEOID18
 AI4038  DYNAMIC HEIGHT  -        802.669 (meters)     2633.42  (feet) COMP
 AI4038  MODELED GRAVITY -    980,436.8   (mgal)                       NAVD 88
 AI4038
 AI4038  VERT ORDER      -  FIRST     CLASS II
 AI4038
 AI4038.The horizontal coordinates were scaled from a map and have
 AI4038.an estimated accuracy of +/- 6 seconds.
 AI4038
 AI4038.The orthometric height was determined by differential leveling and
 AI4038.adjusted by the NATIONAL GEODETIC SURVEY
 AI4038.in April 2000.
 AI4038
 AI4038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4038.GEOID18 height accuracy estimate available here.
 AI4038
 AI4038.Click photographs - Photos may exist for this station.
 AI4038
 AI4038.The dynamic height is computed by dividing the NAVD 88
 AI4038.geopotential number by the normal gravity value computed on the
 AI4038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4038.degrees latitude (g = 980.6199 gals.).
 AI4038
 AI4038.The modeled gravity was interpolated from observed gravity values.
 AI4038
 AI4038;                    North         East    Units  Estimated Accuracy
 AI4038;SPC SD N     -   190,830.      428,930.      MT  (+/- 180 meters Scaled)
 AI4038
 AI4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL193456(NAD 83)
 AI4038
 AI4038                          SUPERSEDED SURVEY CONTROL
 AI4038
 AI4038.No superseded survey control is available for this station.
 AI4038
 AI4038_MARKER: DD = SURVEY DISK
 AI4038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4038_STAMPING: 20-096.05 1997
 AI4038_MARK LOGO: SDSM
 AI4038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4038+STABILITY: SURFACE MOTION
 AI4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4038+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4038
 AI4038  HISTORY     - Date     Condition        Report By
 AI4038  HISTORY     - 1997     MONUMENTED       SDDT
 AI4038  HISTORY     - 19990621 GOOD             NGS
 AI4038
 AI4038                          STATION DESCRIPTION
 AI4038
 AI4038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4038'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4038'MEADOW, THENCE 2.1 KM (1.30 MI) EASTERLY ALONG STATE HIGHWAY 20, 84.8
 AI4038'M (278.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 58.2 M (190.9 FT) EAST
 AI4038'OF MILEPOST 96, 11.1 M (36.4 FT) WEST OF THE CENTER OF A TRACK ROAD,
 AI4038'5.1 M (16.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6
 AI4038'FT) ABOVE THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) EAST OF A FENCE, 0.3 M
 AI4038'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4038'GROUND SURFACE.  NOTE--THE MONUMENT IS ON SECTION LINE ROAD
 AI4038'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4039 ***********************************************************************
 AI4039  DESIGNATION -  20 097.20
 AI4039  PID         -  AI4039
 AI4039  STATE/COUNTY-  SD/PERKINS
 AI4039  COUNTRY     -  US
 AI4039  USGS QUAD   -  MEADOW (2017)
 AI4039
 AI4039                         *CURRENT SURVEY CONTROL
 AI4039  ______________________________________________________________________
 AI4039* NAD 83(1986) POSITION- 45 31 37.     (N) 102 10 08.     (W)   SCALED
 AI4039* NAVD 88 ORTHO HEIGHT -   805.968 (meters)     2644.25  (feet) ADJUSTED
 AI4039  ______________________________________________________________________
 AI4039  GEOID HEIGHT    -        -18.837 (meters)                     GEOID18
 AI4039  DYNAMIC HEIGHT  -        805.846 (meters)     2643.85  (feet) COMP
 AI4039  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 AI4039
 AI4039  VERT ORDER      -  FIRST     CLASS II
 AI4039
 AI4039.The horizontal coordinates were scaled from a map and have
 AI4039.an estimated accuracy of +/- 6 seconds.
 AI4039
 AI4039.The orthometric height was determined by differential leveling and
 AI4039.adjusted by the NATIONAL GEODETIC SURVEY
 AI4039.in April 2000.
 AI4039
 AI4039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4039.GEOID18 height accuracy estimate available here.
 AI4039
 AI4039.Click photographs - Photos may exist for this station.
 AI4039
 AI4039.The dynamic height is computed by dividing the NAVD 88
 AI4039.geopotential number by the normal gravity value computed on the
 AI4039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4039.degrees latitude (g = 980.6199 gals.).
 AI4039
 AI4039.The modeled gravity was interpolated from observed gravity values.
 AI4039
 AI4039;                    North         East    Units  Estimated Accuracy
 AI4039;SPC SD N     -   190,470.      430,590.      MT  (+/- 180 meters Scaled)
 AI4039
 AI4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL210453(NAD 83)
 AI4039
 AI4039                          SUPERSEDED SURVEY CONTROL
 AI4039
 AI4039.No superseded survey control is available for this station.
 AI4039
 AI4039_MARKER: Z = SEE DESCRIPTION
 AI4039_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4039_STAMPING: 20-97.20 1997
 AI4039_MARK LOGO: NGS
 AI4039_PROJECTION: FLUSH
 AI4039_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4039+STABILITY: POSITION/ELEVATION WELL
 AI4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4039+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4039_ROD/PIPE-DEPTH: 6.4 meters
 AI4039_SLEEVE-DEPTH  : 2.0 meters
 AI4039
 AI4039  HISTORY     - Date     Condition        Report By
 AI4039  HISTORY     - 1997     MONUMENTED       SDDT
 AI4039  HISTORY     - 19990621 GOOD             NGS
 AI4039
 AI4039                          STATION DESCRIPTION
 AI4039
 AI4039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4039'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4039'MEADOW, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG STATE HIGHWAY 20, 378.7
 AI4039'M (1242.5 FT) EAST OF MILEPOST 97, 14.7 M (48.2 FT) WEST OF AND LEVEL
 AI4039'WITH THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) SOUTH OF THE CENTER OF A
 AI4039'FIELD ENTRANCE, 0.4 M (1.3 FT) WEST OF A METAL GUARD POST, AND 0.3 M
 AI4039'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AI4039'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE
 AI4039'CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AI4039'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE
 AI4039'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4040 ***********************************************************************
 AI4040  DESIGNATION -  20 098.05
 AI4040  PID         -  AI4040
 AI4040  STATE/COUNTY-  SD/PERKINS
 AI4040  COUNTRY     -  US
 AI4040  USGS QUAD   -  MEADOW (2017)
 AI4040
 AI4040                         *CURRENT SURVEY CONTROL
 AI4040  ______________________________________________________________________
 AI4040* NAD 83(1986) POSITION- 45 30 57.     (N) 102 10 09.     (W)   SCALED
 AI4040* NAVD 88 ORTHO HEIGHT -   807.417 (meters)     2649.00  (feet) ADJUSTED
 AI4040  ______________________________________________________________________
 AI4040  GEOID HEIGHT    -        -18.834 (meters)                     GEOID18
 AI4040  DYNAMIC HEIGHT  -        807.294 (meters)     2648.60  (feet) COMP
 AI4040  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 AI4040
 AI4040  VERT ORDER      -  FIRST     CLASS II
 AI4040
 AI4040.The horizontal coordinates were scaled from a map and have
 AI4040.an estimated accuracy of +/- 6 seconds.
 AI4040
 AI4040.The orthometric height was determined by differential leveling and
 AI4040.adjusted by the NATIONAL GEODETIC SURVEY
 AI4040.in April 2000.
 AI4040
 AI4040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4040.GEOID18 height accuracy estimate available here.
 AI4040
 AI4040.Click photographs - Photos may exist for this station.
 AI4040
 AI4040.The dynamic height is computed by dividing the NAVD 88
 AI4040.geopotential number by the normal gravity value computed on the
 AI4040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4040.degrees latitude (g = 980.6199 gals.).
 AI4040
 AI4040.The modeled gravity was interpolated from observed gravity values.
 AI4040
 AI4040;                    North         East    Units  Estimated Accuracy
 AI4040;SPC SD N     -   189,240.      430,540.      MT  (+/- 180 meters Scaled)
 AI4040
 AI4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL211441(NAD 83)
 AI4040
 AI4040                          SUPERSEDED SURVEY CONTROL
 AI4040
 AI4040.No superseded survey control is available for this station.
 AI4040
 AI4040_MARKER: DD = SURVEY DISK
 AI4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4040_STAMPING: 20-098.05 1997
 AI4040_MARK LOGO: SDSM
 AI4040_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4040+STABILITY: SURFACE MOTION
 AI4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4040+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4040
 AI4040  HISTORY     - Date     Condition        Report By
 AI4040  HISTORY     - 1997     MONUMENTED       SDDT
 AI4040  HISTORY     - 19990621 GOOD             NGS
 AI4040
 AI4040                          STATION DESCRIPTION
 AI4040
 AI4040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4040'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4040'MEADOW, THENCE 5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 20, 57.1
 AI4040'M (187.3 FT) SOUTH OF MILEPOST 98, 30.1 M (98.8 FT) WEST OF THE
 AI4040'HIGHWAY CENTERLINE, 7.1 M (23.3 FT) NORTH OF THE CENTER OF A TRACK
 AI4040'ROAD, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE ROAD, 0.9 M (3.0 FT) SOUTH
 AI4040'OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AI4040'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON SECTION
 AI4040'LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4041 ***********************************************************************
 AI4041  DESIGNATION -  20 099.01
 AI4041  PID         -  AI4041
 AI4041  STATE/COUNTY-  SD/PERKINS
 AI4041  COUNTRY     -  US
 AI4041  USGS QUAD   -  MEADOW (2017)
 AI4041
 AI4041                         *CURRENT SURVEY CONTROL
 AI4041  ______________________________________________________________________
 AI4041* NAD 83(1986) POSITION- 45 30 07.     (N) 102 10 09.     (W)   SCALED
 AI4041* NAVD 88 ORTHO HEIGHT -   812.087 (meters)     2664.32  (feet) ADJUSTED
 AI4041  ______________________________________________________________________
 AI4041  GEOID HEIGHT    -        -18.832 (meters)                     GEOID18
 AI4041  DYNAMIC HEIGHT  -        811.962 (meters)     2663.91  (feet) COMP
 AI4041  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 AI4041
 AI4041  VERT ORDER      -  FIRST     CLASS II
 AI4041
 AI4041.The horizontal coordinates were scaled from a map and have
 AI4041.an estimated accuracy of +/- 6 seconds.
 AI4041
 AI4041.The orthometric height was determined by differential leveling and
 AI4041.adjusted by the NATIONAL GEODETIC SURVEY
 AI4041.in April 2000.
 AI4041
 AI4041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4041.GEOID18 height accuracy estimate available here.
 AI4041
 AI4041.Click photographs - Photos may exist for this station.
 AI4041
 AI4041.The dynamic height is computed by dividing the NAVD 88
 AI4041.geopotential number by the normal gravity value computed on the
 AI4041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4041.degrees latitude (g = 980.6199 gals.).
 AI4041
 AI4041.The modeled gravity was interpolated from observed gravity values.
 AI4041
 AI4041;                    North         East    Units  Estimated Accuracy
 AI4041;SPC SD N     -   187,700.      430,490.      MT  (+/- 180 meters Scaled)
 AI4041
 AI4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL211426(NAD 83)
 AI4041
 AI4041                          SUPERSEDED SURVEY CONTROL
 AI4041
 AI4041.No superseded survey control is available for this station.
 AI4041
 AI4041_MARKER: DD = SURVEY DISK
 AI4041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4041_STAMPING: 20-099.01 1997
 AI4041_MARK LOGO: SDSM
 AI4041_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4041+STABILITY: SURFACE MOTION
 AI4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4041+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4041
 AI4041  HISTORY     - Date     Condition        Report By
 AI4041  HISTORY     - 1997     MONUMENTED       SDDT
 AI4041  HISTORY     - 19990621 GOOD             NGS
 AI4041
 AI4041                          STATION DESCRIPTION
 AI4041
 AI4041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4041'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4041'MEADOW, THENCE 6.9 KM (4.30 MI) EASTERLY ALONG STATE HIGHWAY 20, 32.9
 AI4041'M (107.9 FT) SOUTHEAST OF MILEPOST 99, 15.9 M (52.2 FT) NORTH OF THE
 AI4041'CENTER OF A DRIVEWAY, 13.7 M (44.9 FT) EAST OF THE HIGHWAY CENTERLINE,
 AI4041'1.8 M (5.9 FT) NORTH OF THE SOUTH END OF A FENCE, 0.8 M (2.6 FT) BELOW
 AI4041'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 AI4041'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI4041'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4042 ***********************************************************************
 AI4042  DESIGNATION -  20 100.05
 AI4042  PID         -  AI4042
 AI4042  STATE/COUNTY-  SD/PERKINS
 AI4042  COUNTRY     -  US
 AI4042  USGS QUAD   -  COAL SPRINGS NW (2017)
 AI4042
 AI4042                         *CURRENT SURVEY CONTROL
 AI4042  ______________________________________________________________________
 AI4042* NAD 83(1986) POSITION- 45 29 14.     (N) 102 10 11.     (W)   SCALED
 AI4042* NAVD 88 ORTHO HEIGHT -   817.741 (meters)     2682.87  (feet) ADJUSTED
 AI4042  ______________________________________________________________________
 AI4042  GEOID HEIGHT    -        -18.832 (meters)                     GEOID18
 AI4042  DYNAMIC HEIGHT  -        817.614 (meters)     2682.46  (feet) COMP
 AI4042  MODELED GRAVITY -    980,433.3   (mgal)                       NAVD 88
 AI4042
 AI4042  VERT ORDER      -  FIRST     CLASS II
 AI4042
 AI4042.The horizontal coordinates were scaled from a map and have
 AI4042.an estimated accuracy of +/- 6 seconds.
 AI4042
 AI4042.The orthometric height was determined by differential leveling and
 AI4042.adjusted by the NATIONAL GEODETIC SURVEY
 AI4042.in April 2000.
 AI4042
 AI4042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4042.GEOID18 height accuracy estimate available here.
 AI4042
 AI4042.Click photographs - Photos may exist for this station.
 AI4042
 AI4042.The dynamic height is computed by dividing the NAVD 88
 AI4042.geopotential number by the normal gravity value computed on the
 AI4042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4042.degrees latitude (g = 980.6199 gals.).
 AI4042
 AI4042.The modeled gravity was interpolated from observed gravity values.
 AI4042
 AI4042;                    North         East    Units  Estimated Accuracy
 AI4042;SPC SD N     -   186,060.      430,410.      MT  (+/- 180 meters Scaled)
 AI4042
 AI4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL211409(NAD 83)
 AI4042
 AI4042                          SUPERSEDED SURVEY CONTROL
 AI4042
 AI4042.No superseded survey control is available for this station.
 AI4042
 AI4042_MARKER: DD = SURVEY DISK
 AI4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4042_STAMPING: 20-100.05 1997
 AI4042_MARK LOGO: SDSM
 AI4042_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4042+STABILITY: SURFACE MOTION
 AI4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4042+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4042
 AI4042  HISTORY     - Date     Condition        Report By
 AI4042  HISTORY     - 1997     MONUMENTED       SDDT
 AI4042  HISTORY     - 19990621 GOOD             NGS
 AI4042
 AI4042                          STATION DESCRIPTION
 AI4042
 AI4042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4042'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4042'MEADOW, THENCE 8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 20, 75.9
 AI4042'M (249.0 FT) SOUTH OF MILEPOST 100, 13.0 M (42.7 FT) EAST OF THE
 AI4042'HIGHWAY CENTERLINE, 4.7 M (15.4 FT) NORTH OF THE CENTER OF A FIELD
 AI4042'ENTRANCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, 0.3 M (1.0
 AI4042'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AI4042'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4043 ***********************************************************************
 AI4043  DESIGNATION -  20 101.05
 AI4043  PID         -  AI4043
 AI4043  STATE/COUNTY-  SD/PERKINS
 AI4043  COUNTRY     -  US
 AI4043  USGS QUAD   -  COAL SPRINGS NW (2017)
 AI4043
 AI4043                         *CURRENT SURVEY CONTROL
 AI4043  ______________________________________________________________________
 AI4043* NAD 83(1986) POSITION- 45 28 21.     (N) 102 10 10.     (W)   SCALED
 AI4043* NAVD 88 ORTHO HEIGHT -   824.437 (meters)     2704.84  (feet) ADJUSTED
 AI4043  ______________________________________________________________________
 AI4043  GEOID HEIGHT    -        -18.835 (meters)                     GEOID18
 AI4043  DYNAMIC HEIGHT  -        824.308 (meters)     2704.42  (feet) COMP
 AI4043  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 AI4043
 AI4043  VERT ORDER      -  FIRST     CLASS II
 AI4043
 AI4043.The horizontal coordinates were scaled from a map and have
 AI4043.an estimated accuracy of +/- 6 seconds.
 AI4043
 AI4043.The orthometric height was determined by differential leveling and
 AI4043.adjusted by the NATIONAL GEODETIC SURVEY
 AI4043.in April 2000.
 AI4043
 AI4043.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4043.GEOID18 height accuracy estimate available here.
 AI4043
 AI4043.Click photographs - Photos may exist for this station.
 AI4043
 AI4043.The dynamic height is computed by dividing the NAVD 88
 AI4043.geopotential number by the normal gravity value computed on the
 AI4043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4043.degrees latitude (g = 980.6199 gals.).
 AI4043
 AI4043.The modeled gravity was interpolated from observed gravity values.
 AI4043
 AI4043;                    North         East    Units  Estimated Accuracy
 AI4043;SPC SD N     -   184,430.      430,380.      MT  (+/- 180 meters Scaled)
 AI4043
 AI4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL212393(NAD 83)
 AI4043
 AI4043                          SUPERSEDED SURVEY CONTROL
 AI4043
 AI4043.No superseded survey control is available for this station.
 AI4043
 AI4043_MARKER: DD = SURVEY DISK
 AI4043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4043_STAMPING: 20-101.05 1997
 AI4043_MARK LOGO: SDSM
 AI4043_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4043+STABILITY: SURFACE MOTION
 AI4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4043+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4043
 AI4043  HISTORY     - Date     Condition        Report By
 AI4043  HISTORY     - 1997     MONUMENTED       SDDT
 AI4043  HISTORY     - 19990621 GOOD             NGS
 AI4043
 AI4043                          STATION DESCRIPTION
 AI4043
 AI4043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4043'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4043'MEADOW, THENCE 10.1 KM (6.25 MI) EASTERLY ALONG STATE HIGHWAY 20, 77.0
 AI4043'M (252.6 FT) SOUTH OF MILEPOST 101, 26.3 M (86.3 FT) NORTHEAST OF
 AI4043'UTILITY POLE NUMBER 17 16 4 235 WITH A GUY CABLE, 15.7 M (51.5 FT)
 AI4043'EAST OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) SOUTH OF THE CENTER
 AI4043'OF A TRACK ROAD, 2.5 M (8.2 FT) SOUTH OF A FENCE CORNER, 0.5 M (1.6
 AI4043'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS
 AI4043'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4043'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4044 ***********************************************************************
 AI4044  DESIGNATION -  20 102.05
 AI4044  PID         -  AI4044
 AI4044  STATE/COUNTY-  SD/PERKINS
 AI4044  COUNTRY     -  US
 AI4044  USGS QUAD   -  COAL SPRINGS NW (2017)
 AI4044
 AI4044                         *CURRENT SURVEY CONTROL
 AI4044  ______________________________________________________________________
 AI4044* NAD 83(1986) POSITION- 45 27 28.     (N) 102 10 09.     (W)   SCALED
 AI4044* NAVD 88 ORTHO HEIGHT -   800.680 (meters)     2626.90  (feet) ADJUSTED
 AI4044  ______________________________________________________________________
 AI4044  GEOID HEIGHT    -        -18.842 (meters)                     GEOID18
 AI4044  DYNAMIC HEIGHT  -        800.554 (meters)     2626.48  (feet) COMP
 AI4044  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 AI4044
 AI4044  VERT ORDER      -  FIRST     CLASS II
 AI4044
 AI4044.The horizontal coordinates were scaled from a map and have
 AI4044.an estimated accuracy of +/- 6 seconds.
 AI4044
 AI4044.The orthometric height was determined by differential leveling and
 AI4044.adjusted by the NATIONAL GEODETIC SURVEY
 AI4044.in April 2000.
 AI4044
 AI4044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4044.GEOID18 height accuracy estimate available here.
 AI4044
 AI4044.Click photographs - Photos may exist for this station.
 AI4044
 AI4044.The dynamic height is computed by dividing the NAVD 88
 AI4044.geopotential number by the normal gravity value computed on the
 AI4044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4044.degrees latitude (g = 980.6199 gals.).
 AI4044
 AI4044.The modeled gravity was interpolated from observed gravity values.
 AI4044
 AI4044;                    North         East    Units  Estimated Accuracy
 AI4044;SPC SD N     -   182,790.      430,360.      MT  (+/- 180 meters Scaled)
 AI4044
 AI4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL213377(NAD 83)
 AI4044
 AI4044                          SUPERSEDED SURVEY CONTROL
 AI4044
 AI4044.No superseded survey control is available for this station.
 AI4044
 AI4044_MARKER: DD = SURVEY DISK
 AI4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4044_STAMPING: 20-102.05 1997
 AI4044_MARK LOGO: SDSM
 AI4044_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4044+STABILITY: SURFACE MOTION
 AI4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4044+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4044
 AI4044  HISTORY     - Date     Condition        Report By
 AI4044  HISTORY     - 1997     MONUMENTED       SDDT
 AI4044  HISTORY     - 19990621 GOOD             NGS
 AI4044
 AI4044                          STATION DESCRIPTION
 AI4044
 AI4044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4044'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4044'MEADOW, THENCE 11.7 KM (7.25 MI) EASTERLY ALONG STATE HIGHWAY 20, 58.7
 AI4044'M (192.6 FT) SOUTH OF MILEPOST 102, 18.0 M (59.1 FT) EAST OF THE
 AI4044'HIGHWAY CENTERLINE, 10.2 M (33.5 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 AI4044'LEADING TO THE LENSEGRAV RESIDENCE, 2.0 M (6.6 FT) SOUTH OF A FENCE
 AI4044'CORNER, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AI4044'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4044'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4045 ***********************************************************************
 AI4045  DESIGNATION -  20 103.05
 AI4045  PID         -  AI4045
 AI4045  STATE/COUNTY-  SD/PERKINS
 AI4045  COUNTRY     -  US
 AI4045  USGS QUAD   -  COAL SPRINGS NW (2017)
 AI4045
 AI4045                         *CURRENT SURVEY CONTROL
 AI4045  ______________________________________________________________________
 AI4045* NAD 83(1986) POSITION- 45 26 38.     (N) 102 10 13.     (W)   SCALED
 AI4045* NAVD 88 ORTHO HEIGHT -   802.650 (meters)     2633.36  (feet) ADJUSTED
 AI4045  ______________________________________________________________________
 AI4045  GEOID HEIGHT    -        -18.845 (meters)                     GEOID18
 AI4045  DYNAMIC HEIGHT  -        802.522 (meters)     2632.94  (feet) COMP
 AI4045  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 AI4045
 AI4045  VERT ORDER      -  FIRST     CLASS II
 AI4045
 AI4045.The horizontal coordinates were scaled from a map and have
 AI4045.an estimated accuracy of +/- 6 seconds.
 AI4045
 AI4045.The orthometric height was determined by differential leveling and
 AI4045.adjusted by the NATIONAL GEODETIC SURVEY
 AI4045.in April 2000.
 AI4045
 AI4045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4045.GEOID18 height accuracy estimate available here.
 AI4045
 AI4045.Click photographs - Photos may exist for this station.
 AI4045
 AI4045.The dynamic height is computed by dividing the NAVD 88
 AI4045.geopotential number by the normal gravity value computed on the
 AI4045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4045.degrees latitude (g = 980.6199 gals.).
 AI4045
 AI4045.The modeled gravity was interpolated from observed gravity values.
 AI4045
 AI4045;                    North         East    Units  Estimated Accuracy
 AI4045;SPC SD N     -   181,250.      430,230.      MT  (+/- 180 meters Scaled)
 AI4045
 AI4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL212361(NAD 83)
 AI4045
 AI4045                          SUPERSEDED SURVEY CONTROL
 AI4045
 AI4045.No superseded survey control is available for this station.
 AI4045
 AI4045_MARKER: DD = SURVEY DISK
 AI4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4045_STAMPING: 20-103.05 1997
 AI4045_MARK LOGO: SDSM
 AI4045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4045+STABILITY: SURFACE MOTION
 AI4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4045+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4045
 AI4045  HISTORY     - Date     Condition        Report By
 AI4045  HISTORY     - 1997     MONUMENTED       SDDT
 AI4045  HISTORY     - 19990621 GOOD             NGS
 AI4045
 AI4045                          STATION DESCRIPTION
 AI4045
 AI4045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4045'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4045'MEADOW, THENCE 13.3 KM (8.25 MI) EASTERLY ALONG STATE HIGHWAY 20, 94.7
 AI4045'M (310.7 FT) WEST OF MILEPOST 103.05, 58.2 M (190.9 FT) WEST OF THE
 AI4045'HIGHWAY CENTERLINE, 10.4 M (34.1 FT) NORTH OF THE CENTER OF COUNTY
 AI4045'ROAD 20, 2.1 M (6.9 FT) EAST OF THE CENTER 1 OF 3 BRACED FENCE POSTS,
 AI4045'0.7 M (2.3 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AI4045'ROAD, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AI4045'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD
 AI4045'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7854 ***********************************************************************
 AC7854  FBN         -  This is a Federal Base Network Control Station.
 AC7854  DESIGNATION -  20 103.60
 AC7854  PID         -  AC7854
 AC7854  STATE/COUNTY-  SD/PERKINS
 AC7854  COUNTRY     -  US
 AC7854  USGS QUAD   -  COAL SPRINGS NW (2017)
 AC7854
 AC7854                         *CURRENT SURVEY CONTROL
 AC7854  ______________________________________________________________________
 AC7854* NAD 83(2011) POSITION- 45 26 38.38027(N) 102 09 27.37086(W)   ADJUSTED
 AC7854* NAD 83(2011) ELLIP HT-   768.710 (meters)        (06/27/12)   ADJUSTED
 AC7854* NAD 83(2011) EPOCH   -  2010.00
 AC7854* NAVD 88 ORTHO HEIGHT -   787.589 (meters)     2583.95  (feet) ADJUSTED
 AC7854  ______________________________________________________________________
 AC7854  GEOID HEIGHT    -        -18.875 (meters)                     GEOID18
 AC7854  NAD 83(2011) X  -   -944,148.355 (meters)                     COMP
 AC7854  NAD 83(2011) Y  - -4,382,556.958 (meters)                     COMP
 AC7854  NAD 83(2011) Z  -  4,522,651.979 (meters)                     COMP
 AC7854  LAPLACE CORR    -         -6.45  (seconds)                    DEFLEC18
 AC7854  DYNAMIC HEIGHT  -        787.464 (meters)     2583.54  (feet) COMP
 AC7854  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 AC7854
 AC7854  VERT ORDER      -  FIRST     CLASS II
 AC7854
 AC7854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7854  Standards:
 AC7854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7854  -------------------------------------------------------------------
 AC7854  NETWORK    0.52   1.12           0.24   0.17   0.57     -0.03680604
 AC7854  -------------------------------------------------------------------
 AC7854  Click here for local accuracies and other accuracy information.
 AC7854
 AC7854.The horizontal coordinates were established by GPS observations
 AC7854.and adjusted by the National Geodetic Survey in June 2012.
 AC7854
 AC7854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7854.been affixed to the stable North American tectonic plate. See 
 AC7854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7854
 AC7854.The horizontal coordinates are valid at the epoch date displayed above
 AC7854.which is a decimal equivalence of Year/Month/Day.
 AC7854
 AC7854.The orthometric height was determined by differential leveling and
 AC7854.adjusted by the NATIONAL GEODETIC SURVEY
 AC7854.in April 2000.
 AC7854
 AC7854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7854.GEOID18 height accuracy estimate available here.
 AC7854
 AC7854.Click photographs - Photos may exist for this station.
 AC7854
 AC7854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7854
 AC7854.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7854
 AC7854.The ellipsoidal height was determined by GPS observations
 AC7854.and is referenced to NAD 83.
 AC7854
 AC7854.The dynamic height is computed by dividing the NAVD 88
 AC7854.geopotential number by the normal gravity value computed on the
 AC7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7854.degrees latitude (g = 980.6199 gals.).
 AC7854
 AC7854.The modeled gravity was interpolated from observed gravity values.
 AC7854
 AC7854. The following values were computed from the NAD 83(2011) position.
 AC7854
 AC7854;                    North         East     Units Scale Factor Converg.
 AC7854;SPC SD N     -   181,233.000   431,225.119   MT  0.99996259   -1 31 37.3
 AC7854;SPC SD N     -   594,595.27  1,414,777.74   sFT  0.99996259   -1 31 37.3
 AC7854;UTM  13      - 5,036,204.980   722,286.136   MT  1.00020755   +2 01 34.4
 AC7854
 AC7854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7854!SPC SD N     -   0.99987950  x   0.99996259  =   0.99984209
 AC7854!UTM  13      -   0.99987950  x   1.00020755  =   1.00008702
 AC7854
 AC7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2228636204(NAD 83)
 AC7854
 AC7854                          SUPERSEDED SURVEY CONTROL
 AC7854
 AC7854  NAD 83(2007)-  45 26 38.38019(N)    102 09 27.37202(W) AD(2002.00) 0
 AC7854  ELLIP H (02/10/07)  768.738  (m)                       GP(2002.00)    
 AC7854  ELLIP H (06/23/03)  768.726  (m)                       GP(       ) 3 1
 AC7854  NAD 83(1996)-  45 26 38.37953(N)    102 09 27.37166(W) AD(       ) B
 AC7854  ELLIP H (04/18/97)  768.818  (m)                       GP(       ) 4 1
 AC7854  NAVD 88             787.59   (m)         2584.0    (f) LEVELING    3  
 AC7854  NAVD 88 (04/18/97)  787.6    (m)  GEOID96  model used  GPS OBS        
 AC7854
 AC7854.Superseded values are not recommended for survey control.
 AC7854
 AC7854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7854.See file dsdata.pdf to determine how the superseded data were derived.
 AC7854
 AC7854_MARKER: Z = SEE DESCRIPTION
 AC7854_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7854_STAMPING: 20-103.60 1995
 AC7854_MARK LOGO: NGS
 AC7854_PROJECTION: FLUSH
 AC7854_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7854+STABILITY: POSITION/ELEVATION WELL
 AC7854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7854+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AC7854_ROD/PIPE-DEPTH: 12.9 meters
 AC7854_SLEEVE-DEPTH  : 1.80 meters
 AC7854
 AC7854  HISTORY     - Date     Condition        Report By
 AC7854  HISTORY     - 1995     MONUMENTED       SDDT
 AC7854  HISTORY     - 19960906 GOOD             NGS
 AC7854  HISTORY     - 19990621 GOOD             NGS
 AC7854  HISTORY     - 20020514 GOOD             SDDT
 AC7854
 AC7854                          STATION DESCRIPTION
 AC7854
 AC7854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7854'THE STATION IS LOCATED ABOUT 54.7 KM (34.00 MI) SOUTH OF LEMMON AND 29
 AC7854'KM (18.00 MI) WEST OF GLAD VALLEY, ON SOUTH DAKOTA HIGHWAY 20 EAST.
 AC7854'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7854'JUNCTION OF SOUTH DAKOTA HIGHWAYS 20 EAST AND 73 SOUTH, ABOUT 54.7 KM
 AC7854'(34.00 MI) SOUTH OF LEMMON, GO EAST ON SOUTH DAKOTA HIGHWAY 20 FOR 0.9
 AC7854'KM (0.55 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT
 AC7854'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7854'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 15.7 M (51.5
 AC7854'FT) NORTH OF THE CENTER OF A PIPE CULVERT UNDER A FIELD ENTRANCE ROAD,
 AC7854'6.2 M (20.3 FT) EAST OF THE CENTER OF THE FIELD ENTRANCE, 0.6 M (2.0
 AC7854'FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND
 AC7854'0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AC7854'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7854
 AC7854                          STATION RECOVERY (1999)
 AC7854
 AC7854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AC7854'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AC7854'MEADOW, THENCE 14.2 KM (8.80 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AC7854'649.3 M (2130.2 FT) WEST OF MILEPOST 104, 29.9 M (98.1 FT) NORTH OF
 AC7854'THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) EAST OF THE CENTER OF A FIELD
 AC7854'ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AC7854'FT) NORTH OF A METAL GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AC7854'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7854'LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A
 AC7854'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AC7854'A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY
 AC7854'RIGHT-OF-WAY.  THIS MONUMENT IS A CANDIDATE FOR A FEDERAL BASE NETWORK
 AC7854'CONTROL STATION.
 AC7854
 AC7854                          STATION RECOVERY (2002)
 AC7854
 AC7854'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7854'RECOVERED AS DESCRIBED
 AC7854'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4046 ***********************************************************************
 AI4046  DESIGNATION -  20 104.35
 AI4046  PID         -  AI4046
 AI4046  STATE/COUNTY-  SD/PERKINS
 AI4046  COUNTRY     -  US
 AI4046  USGS QUAD   -  COAL SPRINGS NW (2017)
 AI4046
 AI4046                         *CURRENT SURVEY CONTROL
 AI4046  ______________________________________________________________________
 AI4046* NAD 83(1986) POSITION- 45 26 38.     (N) 102 08 31.     (W)   SCALED
 AI4046* NAVD 88 ORTHO HEIGHT -   780.613 (meters)     2561.06  (feet) ADJUSTED
 AI4046  ______________________________________________________________________
 AI4046  GEOID HEIGHT    -        -18.911 (meters)                     GEOID18
 AI4046  DYNAMIC HEIGHT  -        780.489 (meters)     2560.65  (feet) COMP
 AI4046  MODELED GRAVITY -    980,431.3   (mgal)                       NAVD 88
 AI4046
 AI4046  VERT ORDER      -  FIRST     CLASS II
 AI4046
 AI4046.The horizontal coordinates were scaled from a map and have
 AI4046.an estimated accuracy of +/- 6 seconds.
 AI4046
 AI4046.The orthometric height was determined by differential leveling and
 AI4046.adjusted by the NATIONAL GEODETIC SURVEY
 AI4046.in April 2000.
 AI4046
 AI4046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4046.GEOID18 height accuracy estimate available here.
 AI4046
 AI4046.Click photographs - Photos may exist for this station.
 AI4046
 AI4046.The dynamic height is computed by dividing the NAVD 88
 AI4046.geopotential number by the normal gravity value computed on the
 AI4046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4046.degrees latitude (g = 980.6199 gals.).
 AI4046
 AI4046.The modeled gravity was interpolated from observed gravity values.
 AI4046
 AI4046;                    North         East    Units  Estimated Accuracy
 AI4046;SPC SD N     -   181,190.      432,450.      MT  (+/- 180 meters Scaled)
 AI4046
 AI4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL235362(NAD 83)
 AI4046
 AI4046                          SUPERSEDED SURVEY CONTROL
 AI4046
 AI4046.No superseded survey control is available for this station.
 AI4046
 AI4046_MARKER: DD = SURVEY DISK
 AI4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4046_STAMPING: 20-104.35 1997
 AI4046_MARK LOGO: SDSM
 AI4046_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4046+STABILITY: SURFACE MOTION
 AI4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4046+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4046
 AI4046  HISTORY     - Date     Condition        Report By
 AI4046  HISTORY     - 1997     MONUMENTED       SDDT
 AI4046  HISTORY     - 19990621 GOOD             NGS
 AI4046
 AI4046                          STATION DESCRIPTION
 AI4046
 AI4046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4046'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4046'MEADOW, THENCE 15.5 KM (9.65 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4046'565.6 M (1855.6 FT) EAST OF MILEPOST 104, 29.8 M (97.8 FT) NORTH OF
 AI4046'THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) EAST OF A T-FENCE CORNER, 4.5
 AI4046'M (14.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT)
 AI4046'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST
 AI4046'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4046'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4047 ***********************************************************************
 AI4047  DESIGNATION -  20 105.05
 AI4047  PID         -  AI4047
 AI4047  STATE/COUNTY-  SD/PERKINS
 AI4047  COUNTRY     -  US
 AI4047  USGS QUAD   -  COAL SPRINGS NW (2017)
 AI4047
 AI4047                         *CURRENT SURVEY CONTROL
 AI4047  ______________________________________________________________________
 AI4047* NAD 83(1986) POSITION- 45 26 36.     (N) 102 07 42.     (W)   SCALED
 AI4047* NAVD 88 ORTHO HEIGHT -   802.743 (meters)     2633.67  (feet) ADJUSTED
 AI4047  ______________________________________________________________________
 AI4047  GEOID HEIGHT    -        -18.941 (meters)                     GEOID18
 AI4047  DYNAMIC HEIGHT  -        802.617 (meters)     2633.25  (feet) COMP
 AI4047  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 AI4047
 AI4047  VERT ORDER      -  FIRST     CLASS II
 AI4047
 AI4047.The horizontal coordinates were scaled from a map and have
 AI4047.an estimated accuracy of +/- 6 seconds.
 AI4047
 AI4047.The orthometric height was determined by differential leveling and
 AI4047.adjusted by the NATIONAL GEODETIC SURVEY
 AI4047.in April 2000.
 AI4047
 AI4047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4047.GEOID18 height accuracy estimate available here.
 AI4047
 AI4047.Click photographs - Photos may exist for this station.
 AI4047
 AI4047.The dynamic height is computed by dividing the NAVD 88
 AI4047.geopotential number by the normal gravity value computed on the
 AI4047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4047.degrees latitude (g = 980.6199 gals.).
 AI4047
 AI4047.The modeled gravity was interpolated from observed gravity values.
 AI4047
 AI4047;                    North         East    Units  Estimated Accuracy
 AI4047;SPC SD N     -   181,100.      433,510.      MT  (+/- 180 meters Scaled)
 AI4047
 AI4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL245362(NAD 83)
 AI4047
 AI4047                          SUPERSEDED SURVEY CONTROL
 AI4047
 AI4047.No superseded survey control is available for this station.
 AI4047
 AI4047_MARKER: DD = SURVEY DISK
 AI4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4047_STAMPING: 20-105.05 1997
 AI4047_MARK LOGO: SDSM
 AI4047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4047+STABILITY: SURFACE MOTION
 AI4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4047+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4047
 AI4047  HISTORY     - Date     Condition        Report By
 AI4047  HISTORY     - 1997     MONUMENTED       SDDT
 AI4047  HISTORY     - 19990621 GOOD             NGS
 AI4047
 AI4047                          STATION DESCRIPTION
 AI4047
 AI4047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4047'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4047'MEADOW, THENCE 16.5 KM (10.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4047'48.7 M (159.8 FT) SOUTHEAST OF MILEPOST 105, 29.5 M (96.8 FT) SOUTH OF
 AI4047'THE HIGHWAY CENTERLINE, 14.2 M (46.6 FT) WEST OF THE CENTER OF A
 AI4047'GRAVELED ROAD, 2.7 M (8.9 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT)
 AI4047'NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AI4047'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4047'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4048 ***********************************************************************
 AI4048  DESIGNATION -  20 106.05
 AI4048  PID         -  AI4048
 AI4048  STATE/COUNTY-  SD/PERKINS
 AI4048  COUNTRY     -  US
 AI4048  USGS QUAD   -  COAL SPRINGS (2017)
 AI4048
 AI4048                         *CURRENT SURVEY CONTROL
 AI4048  ______________________________________________________________________
 AI4048* NAD 83(1986) POSITION- 45 26 39.     (N) 102 06 27.     (W)   SCALED
 AI4048* NAVD 88 ORTHO HEIGHT -   783.695 (meters)     2571.17  (feet) ADJUSTED
 AI4048  ______________________________________________________________________
 AI4048  GEOID HEIGHT    -        -18.989 (meters)                     GEOID18
 AI4048  DYNAMIC HEIGHT  -        783.572 (meters)     2570.77  (feet) COMP
 AI4048  MODELED GRAVITY -    980,432.5   (mgal)                       NAVD 88
 AI4048
 AI4048  VERT ORDER      -  FIRST     CLASS II
 AI4048
 AI4048.The horizontal coordinates were scaled from a map and have
 AI4048.an estimated accuracy of +/- 6 seconds.
 AI4048
 AI4048.The orthometric height was determined by differential leveling and
 AI4048.adjusted by the NATIONAL GEODETIC SURVEY
 AI4048.in April 2000.
 AI4048
 AI4048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4048.GEOID18 height accuracy estimate available here.
 AI4048
 AI4048.Click photographs - Photos may exist for this station.
 AI4048
 AI4048.The dynamic height is computed by dividing the NAVD 88
 AI4048.geopotential number by the normal gravity value computed on the
 AI4048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4048.degrees latitude (g = 980.6199 gals.).
 AI4048
 AI4048.The modeled gravity was interpolated from observed gravity values.
 AI4048
 AI4048;                    North         East    Units  Estimated Accuracy
 AI4048;SPC SD N     -   181,150.      435,140.      MT  (+/- 180 meters Scaled)
 AI4048
 AI4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL262363(NAD 83)
 AI4048
 AI4048                          SUPERSEDED SURVEY CONTROL
 AI4048
 AI4048.No superseded survey control is available for this station.
 AI4048
 AI4048_MARKER: DD = SURVEY DISK
 AI4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4048_STAMPING: 20-106.05 1997
 AI4048_MARK LOGO: SDSM
 AI4048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4048+STABILITY: SURFACE MOTION
 AI4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4048+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4048
 AI4048  HISTORY     - Date     Condition        Report By
 AI4048  HISTORY     - 1997     MONUMENTED       SDDT
 AI4048  HISTORY     - 19990621 GOOD             NGS
 AI4048
 AI4048                          STATION DESCRIPTION
 AI4048
 AI4048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4048'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4048'MEADOW, THENCE 18.1 KM (11.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4048'73.1 M (239.8 FT) EAST OF MILEPOST 106, 29.5 M (96.8 FT) NORTH OF THE
 AI4048'HIGHWAY CENTERLINE, 25.1 M (82.3 FT) EAST OF BENCH MARK L 31 RESET,
 AI4048'14.1 M (46.3 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 13.2 M (43.3
 AI4048'FT) NORTHEAST OF THE EAST END OF A CULVERT UNDER A DRIVEWAY, 12.7 M
 AI4048'(41.7 FT) EAST OF THE CENTER OF THE DRIVEWAY, 1.0 M (3.3 FT) BELOW THE
 AI4048'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND A
 AI4048'FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4048'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4049 ***********************************************************************
 AI4049  DESIGNATION -  20 107.05
 AI4049  PID         -  AI4049
 AI4049  STATE/COUNTY-  SD/PERKINS
 AI4049  COUNTRY     -  US
 AI4049  USGS QUAD   -  COAL SPRINGS (2017)
 AI4049
 AI4049                         *CURRENT SURVEY CONTROL
 AI4049  ______________________________________________________________________
 AI4049* NAD 83(1986) POSITION- 45 26 40.     (N) 102 05 13.     (W)   SCALED
 AI4049* NAVD 88 ORTHO HEIGHT -   782.542 (meters)     2567.39  (feet) ADJUSTED
 AI4049  ______________________________________________________________________
 AI4049  GEOID HEIGHT    -        -19.038 (meters)                     GEOID18
 AI4049  DYNAMIC HEIGHT  -        782.419 (meters)     2566.99  (feet) COMP
 AI4049  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 AI4049
 AI4049  VERT ORDER      -  FIRST     CLASS II
 AI4049
 AI4049.The horizontal coordinates were scaled from a map and have
 AI4049.an estimated accuracy of +/- 6 seconds.
 AI4049
 AI4049.The orthometric height was determined by differential leveling and
 AI4049.adjusted by the NATIONAL GEODETIC SURVEY
 AI4049.in April 2000.
 AI4049
 AI4049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4049.GEOID18 height accuracy estimate available here.
 AI4049
 AI4049.Click photographs - Photos may exist for this station.
 AI4049
 AI4049.The dynamic height is computed by dividing the NAVD 88
 AI4049.geopotential number by the normal gravity value computed on the
 AI4049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4049.degrees latitude (g = 980.6199 gals.).
 AI4049
 AI4049.The modeled gravity was interpolated from observed gravity values.
 AI4049
 AI4049;                    North         East    Units  Estimated Accuracy
 AI4049;SPC SD N     -   181,140.      436,750.      MT  (+/- 180 meters Scaled)
 AI4049
 AI4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL278364(NAD 83)
 AI4049
 AI4049                          SUPERSEDED SURVEY CONTROL
 AI4049
 AI4049.No superseded survey control is available for this station.
 AI4049
 AI4049_MARKER: Z = SEE DESCRIPTION
 AI4049_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4049_STAMPING: 20-107.05 1997
 AI4049_MARK LOGO: NGS
 AI4049_PROJECTION: FLUSH
 AI4049_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4049+STABILITY: POSITION/ELEVATION WELL
 AI4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4049+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4049_ROD/PIPE-DEPTH: 6.4 meters
 AI4049_SLEEVE-DEPTH  : 2.0 meters
 AI4049
 AI4049  HISTORY     - Date     Condition        Report By
 AI4049  HISTORY     - 1997     MONUMENTED       SDDT
 AI4049  HISTORY     - 19990621 GOOD             NGS
 AI4049
 AI4049                          STATION DESCRIPTION
 AI4049
 AI4049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4049'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4049'MEADOW, THENCE 19.7 KM (12.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4049'51.0 M (167.3 FT) EAST OF MILEPOST 107, 29.8 M (97.8 FT) NORTH OF THE
 AI4049'HIGHWAY CENTERLINE, 12.1 M (39.7 FT) WEST OF THE CENTER OF A FIELD
 AI4049'ENTRANCE, 8.7 M (28.5 FT) NORTH OF BENCH MARK K 31, 2.3 M (7.5 FT)
 AI4049'WEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 AI4049'FENCE, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT)
 AI4049'ABOVE THE LEVEL OF HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AI4049'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP. THE
 AI4049'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4049'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4049'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4050 ***********************************************************************
 AI4050  DESIGNATION -  20 108.05
 AI4050  PID         -  AI4050
 AI4050  STATE/COUNTY-  SD/PERKINS
 AI4050  COUNTRY     -  US
 AI4050  USGS QUAD   -  COAL SPRINGS (2017)
 AI4050
 AI4050                         *CURRENT SURVEY CONTROL
 AI4050  ______________________________________________________________________
 AI4050* NAD 83(1986) POSITION- 45 26 38.     (N) 102 03 55.     (W)   SCALED
 AI4050* NAVD 88 ORTHO HEIGHT -   797.414 (meters)     2616.18  (feet) ADJUSTED
 AI4050  ______________________________________________________________________
 AI4050  GEOID HEIGHT    -        -19.089 (meters)                     GEOID18
 AI4050  DYNAMIC HEIGHT  -        797.290 (meters)     2615.78  (feet) COMP
 AI4050  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 AI4050
 AI4050  VERT ORDER      -  FIRST     CLASS II
 AI4050
 AI4050.The horizontal coordinates were scaled from a map and have
 AI4050.an estimated accuracy of +/- 6 seconds.
 AI4050
 AI4050.The orthometric height was determined by differential leveling and
 AI4050.adjusted by the NATIONAL GEODETIC SURVEY
 AI4050.in April 2000.
 AI4050
 AI4050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4050.GEOID18 height accuracy estimate available here.
 AI4050
 AI4050.Click photographs - Photos may exist for this station.
 AI4050
 AI4050.The dynamic height is computed by dividing the NAVD 88
 AI4050.geopotential number by the normal gravity value computed on the
 AI4050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4050.degrees latitude (g = 980.6199 gals.).
 AI4050
 AI4050.The modeled gravity was interpolated from observed gravity values.
 AI4050
 AI4050;                    North         East    Units  Estimated Accuracy
 AI4050;SPC SD N     -   181,030.      438,450.      MT  (+/- 180 meters Scaled)
 AI4050
 AI4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL295364(NAD 83)
 AI4050
 AI4050                          SUPERSEDED SURVEY CONTROL
 AI4050
 AI4050.No superseded survey control is available for this station.
 AI4050
 AI4050_MARKER: DD = SURVEY DISK
 AI4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4050_STAMPING: 20-108.05 1997
 AI4050_MARK LOGO: SDSM
 AI4050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4050+STABILITY: SURFACE MOTION
 AI4050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4050+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4050
 AI4050  HISTORY     - Date     Condition        Report By
 AI4050  HISTORY     - 1997     MONUMENTED       SDDT
 AI4050  HISTORY     - 19990621 GOOD             NGS
 AI4050
 AI4050                          STATION DESCRIPTION
 AI4050
 AI4050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4050'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4050'MEADOW, THENCE 21.4 KM (13.30 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4050'108.0 M (354.3 FT) EAST OF MILEPOST 108, 56.3 M (184.7 FT) EAST OF THE
 AI4050'CENTER OF A GRAVELED ROAD, 46.5 M (152.6 FT) EAST OF A FENCE CORNER,
 AI4050'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AI4050'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 AI4050'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI4050'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4051 ***********************************************************************
 AI4051  DESIGNATION -  20 109.05
 AI4051  PID         -  AI4051
 AI4051  STATE/COUNTY-  SD/PERKINS
 AI4051  COUNTRY     -  US
 AI4051  USGS QUAD   -  COAL SPRINGS (2017)
 AI4051
 AI4051                         *CURRENT SURVEY CONTROL
 AI4051  ______________________________________________________________________
 AI4051* NAD 83(1986) POSITION- 45 26 37.     (N) 102 02 43.     (W)   SCALED
 AI4051* NAVD 88 ORTHO HEIGHT -   781.443 (meters)     2563.78  (feet) ADJUSTED
 AI4051  ______________________________________________________________________
 AI4051  GEOID HEIGHT    -        -19.138 (meters)                     GEOID18
 AI4051  DYNAMIC HEIGHT  -        781.320 (meters)     2563.38  (feet) COMP
 AI4051  MODELED GRAVITY -    980,433.2   (mgal)                       NAVD 88
 AI4051
 AI4051  VERT ORDER      -  FIRST     CLASS II
 AI4051
 AI4051.The horizontal coordinates were scaled from a map and have
 AI4051.an estimated accuracy of +/- 6 seconds.
 AI4051
 AI4051.The orthometric height was determined by differential leveling and
 AI4051.adjusted by the NATIONAL GEODETIC SURVEY
 AI4051.in April 2000.
 AI4051
 AI4051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4051.GEOID18 height accuracy estimate available here.
 AI4051
 AI4051.Click photographs - Photos may exist for this station.
 AI4051
 AI4051.The dynamic height is computed by dividing the NAVD 88
 AI4051.geopotential number by the normal gravity value computed on the
 AI4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4051.degrees latitude (g = 980.6199 gals.).
 AI4051
 AI4051.The modeled gravity was interpolated from observed gravity values.
 AI4051
 AI4051;                    North         East    Units  Estimated Accuracy
 AI4051;SPC SD N     -   180,960.      440,010.      MT  (+/- 180 meters Scaled)
 AI4051
 AI4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL310364(NAD 83)
 AI4051
 AI4051                          SUPERSEDED SURVEY CONTROL
 AI4051
 AI4051.No superseded survey control is available for this station.
 AI4051
 AI4051_MARKER: DD = SURVEY DISK
 AI4051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4051_STAMPING: 20-109.05 1997
 AI4051_MARK LOGO: SDSM
 AI4051_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4051+STABILITY: SURFACE MOTION
 AI4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4051+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4051
 AI4051  HISTORY     - Date     Condition        Report By
 AI4051  HISTORY     - 1997     MONUMENTED       SDDT
 AI4051  HISTORY     - 19990621 GOOD             NGS
 AI4051
 AI4051                          STATION DESCRIPTION
 AI4051
 AI4051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4051'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4051'MEADOW, THENCE 22.9 KM (14.20 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4051'63.7 M (209.0 FT) EAST OF MILEPOST 109, 52.5 M (172.2 FT)
 AI4051'SOUTH-SOUTHEAST OF BENCH MARK J 31, 29.7 M (97.4 FT) SOUTH OF THE
 AI4051'HIGHWAY CENTERLINE, 10.2 M (33.5 FT) WEST OF THE CENTER OF A TRACK
 AI4051'ROAD, 2.3 M (7.5 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A
 AI4051'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI4051'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT
 AI4051'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4052 ***********************************************************************
 AI4052  DESIGNATION -  20 110.05
 AI4052  PID         -  AI4052
 AI4052  STATE/COUNTY-  SD/PERKINS
 AI4052  COUNTRY     -  US
 AI4052  USGS QUAD   -  COAL SPRINGS (2017)
 AI4052
 AI4052                         *CURRENT SURVEY CONTROL
 AI4052  ______________________________________________________________________
 AI4052* NAD 83(1986) POSITION- 45 26 36.     (N) 102 01 29.     (W)   SCALED
 AI4052* NAVD 88 ORTHO HEIGHT -   765.309 (meters)     2510.85  (feet) ADJUSTED
 AI4052  ______________________________________________________________________
 AI4052  GEOID HEIGHT    -        -19.189 (meters)                     GEOID18
 AI4052  DYNAMIC HEIGHT  -        765.189 (meters)     2510.46  (feet) COMP
 AI4052  MODELED GRAVITY -    980,434.5   (mgal)                       NAVD 88
 AI4052
 AI4052  VERT ORDER      -  FIRST     CLASS II
 AI4052
 AI4052.The horizontal coordinates were scaled from a map and have
 AI4052.an estimated accuracy of +/- 6 seconds.
 AI4052
 AI4052.The orthometric height was determined by differential leveling and
 AI4052.adjusted by the NATIONAL GEODETIC SURVEY
 AI4052.in April 2000.
 AI4052
 AI4052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4052.GEOID18 height accuracy estimate available here.
 AI4052
 AI4052.Click photographs - Photos may exist for this station.
 AI4052
 AI4052.The dynamic height is computed by dividing the NAVD 88
 AI4052.geopotential number by the normal gravity value computed on the
 AI4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4052.degrees latitude (g = 980.6199 gals.).
 AI4052
 AI4052.The modeled gravity was interpolated from observed gravity values.
 AI4052
 AI4052;                    North         East    Units  Estimated Accuracy
 AI4052;SPC SD N     -   180,890.      441,620.      MT  (+/- 180 meters Scaled)
 AI4052
 AI4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL326365(NAD 83)
 AI4052
 AI4052                          SUPERSEDED SURVEY CONTROL
 AI4052
 AI4052.No superseded survey control is available for this station.
 AI4052
 AI4052_MARKER: DD = SURVEY DISK
 AI4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4052_STAMPING: 20-110.05 1997
 AI4052_MARK LOGO: SDSM
 AI4052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4052+STABILITY: SURFACE MOTION
 AI4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4052+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4052
 AI4052  HISTORY     - Date     Condition        Report By
 AI4052  HISTORY     - 1997     MONUMENTED       SDDT
 AI4052  HISTORY     - 19990621 GOOD             NGS
 AI4052
 AI4052                          STATION DESCRIPTION
 AI4052
 AI4052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4052'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4052'MEADOW, THENCE 24.6 KM (15.30 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4052'90.9 M (298.2 FT) EAST OF MILEPOST 110, 29.6 M (97.1 FT) SOUTH OF THE
 AI4052'HIGHWAY CENTERLINE, 10.4 M (34.1 FT) EAST OF THE CENTER OF A GRAVELED
 AI4052'ROAD, 1.9 M (6.2 FT) EAST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 AI4052'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND
 AI4052'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI4052'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4053 ***********************************************************************
 AI4053  DESIGNATION -  20 111.05
 AI4053  PID         -  AI4053
 AI4053  STATE/COUNTY-  SD/PERKINS
 AI4053  COUNTRY     -  US
 AI4053  USGS QUAD   -  COAL SPRINGS (2017)
 AI4053
 AI4053                         *CURRENT SURVEY CONTROL
 AI4053  ______________________________________________________________________
 AI4053* NAD 83(1986) POSITION- 45 26 34.     (N) 102 00 16.     (W)   SCALED
 AI4053* NAVD 88 ORTHO HEIGHT -   767.175 (meters)     2516.97  (feet) ADJUSTED
 AI4053  ______________________________________________________________________
 AI4053  GEOID HEIGHT    -        -19.239 (meters)                     GEOID18
 AI4053  DYNAMIC HEIGHT  -        767.057 (meters)     2516.59  (feet) COMP
 AI4053  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 AI4053
 AI4053  VERT ORDER      -  FIRST     CLASS II
 AI4053
 AI4053.The horizontal coordinates were scaled from a map and have
 AI4053.an estimated accuracy of +/- 6 seconds.
 AI4053
 AI4053.The orthometric height was determined by differential leveling and
 AI4053.adjusted by the NATIONAL GEODETIC SURVEY
 AI4053.in April 2000.
 AI4053
 AI4053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4053.GEOID18 height accuracy estimate available here.
 AI4053
 AI4053.Click photographs - Photos may exist for this station.
 AI4053
 AI4053.The dynamic height is computed by dividing the NAVD 88
 AI4053.geopotential number by the normal gravity value computed on the
 AI4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4053.degrees latitude (g = 980.6199 gals.).
 AI4053
 AI4053.The modeled gravity was interpolated from observed gravity values.
 AI4053
 AI4053;                    North         East    Units  Estimated Accuracy
 AI4053;SPC SD N     -   180,790.      443,200.      MT  (+/- 180 meters Scaled)
 AI4053
 AI4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL342365(NAD 83)
 AI4053
 AI4053                          SUPERSEDED SURVEY CONTROL
 AI4053
 AI4053.No superseded survey control is available for this station.
 AI4053
 AI4053_MARKER: DD = SURVEY DISK
 AI4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4053_STAMPING: 20-111.05 1997
 AI4053_MARK LOGO: SDSM
 AI4053_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4053+STABILITY: SURFACE MOTION
 AI4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4053+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4053
 AI4053  HISTORY     - Date     Condition        Report By
 AI4053  HISTORY     - 1997     MONUMENTED       SDDT
 AI4053  HISTORY     - 19990621 GOOD             NGS
 AI4053
 AI4053                          STATION DESCRIPTION
 AI4053
 AI4053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4053'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4053'MEADOW, THENCE 26.2 KM (16.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4053'73.1 M (239.8 FT) EAST OF MILEPOST 111, 59.7 M (195.9 FT)
 AI4053'SOUTH-SOUTHEAST OF BENCH MARK H 31 RESET, 29.2 M (95.8 FT) SOUTH OF
 AI4053'THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT) EAST OF UNDERGROUND CABLE
 AI4053'JUNCTION BOX NUMBER B4 12, 5.5 M (18.0 FT) WEST OF THE CENTER OF A
 AI4053'FIELD ENTRANCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, 0.3
 AI4053'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AI4053'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4053'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4054 ***********************************************************************
 AI4054  DESIGNATION -  20 112.15
 AI4054  PID         -  AI4054
 AI4054  STATE/COUNTY-  SD/ZIEBACH
 AI4054  COUNTRY     -  US
 AI4054  USGS QUAD   -  GLAD VALLEY NW (2017)
 AI4054
 AI4054                         *CURRENT SURVEY CONTROL
 AI4054  ______________________________________________________________________
 AI4054* NAD 83(1986) POSITION- 45 26 39.     (N) 101 59 02.     (W)   SCALED
 AI4054* NAVD 88 ORTHO HEIGHT -   769.210 (meters)     2523.65  (feet) ADJUSTED
 AI4054  ______________________________________________________________________
 AI4054  GEOID HEIGHT    -        -19.286 (meters)                     GEOID18
 AI4054  DYNAMIC HEIGHT  -        769.096 (meters)     2523.28  (feet) COMP
 AI4054  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 AI4054
 AI4054  VERT ORDER      -  FIRST     CLASS II
 AI4054
 AI4054.The horizontal coordinates were scaled from a map and have
 AI4054.an estimated accuracy of +/- 6 seconds.
 AI4054
 AI4054.The orthometric height was determined by differential leveling and
 AI4054.adjusted by the NATIONAL GEODETIC SURVEY
 AI4054.in April 2000.
 AI4054
 AI4054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4054.GEOID18 height accuracy estimate available here.
 AI4054
 AI4054.Click photographs - Photos may exist for this station.
 AI4054
 AI4054.The dynamic height is computed by dividing the NAVD 88
 AI4054.geopotential number by the normal gravity value computed on the
 AI4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4054.degrees latitude (g = 980.6199 gals.).
 AI4054
 AI4054.The modeled gravity was interpolated from observed gravity values.
 AI4054
 AI4054;                    North         East    Units  Estimated Accuracy
 AI4054;SPC SD N     -   180,910.      444,810.      MT  (+/- 180 meters Scaled)
 AI4054
 AI4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR666366(NAD 83)
 AI4054
 AI4054                          SUPERSEDED SURVEY CONTROL
 AI4054
 AI4054.No superseded survey control is available for this station.
 AI4054
 AI4054_MARKER: Z = SEE DESCRIPTION
 AI4054_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4054_STAMPING: 20-112.15 1997
 AI4054_MARK LOGO: NGS
 AI4054_PROJECTION: FLUSH
 AI4054_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4054+STABILITY: POSITION/ELEVATION WELL
 AI4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4054+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4054_ROD/PIPE-DEPTH: 6.4 meters
 AI4054_SLEEVE-DEPTH  : 2.0 meters
 AI4054
 AI4054  HISTORY     - Date     Condition        Report By
 AI4054  HISTORY     - 1997     MONUMENTED       SDDT
 AI4054  HISTORY     - 19990621 GOOD             NGS
 AI4054
 AI4054                          STATION DESCRIPTION
 AI4054
 AI4054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4054'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4054'MEADOW, THENCE 27.8 KM (17.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4054'211.6 M (694.2 FT) EAST OF MILEPOST 112, 30.5 M (100.1 FT) NORTH OF
 AI4054'THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT) EAST OF THE CENTER OF A
 AI4054'DRIVEWAY, 2.0 M (6.6 FT) EAST OF A T-FENCE CORNER, 0.5 M (1.6 FT)
 AI4054'SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AI4054'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.
 AI4054'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AI4054'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AI4054'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI4054'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4055 ***********************************************************************
 AI4055  DESIGNATION -  20 113.20
 AI4055  PID         -  AI4055
 AI4055  STATE/COUNTY-  SD/ZIEBACH
 AI4055  COUNTRY     -  US
 AI4055  USGS QUAD   -  GLAD VALLEY NW (2017)
 AI4055
 AI4055                         *CURRENT SURVEY CONTROL
 AI4055  ______________________________________________________________________
 AI4055* NAD 83(1986) POSITION- 45 26 18.     (N) 101 57 50.     (W)   SCALED
 AI4055* NAVD 88 ORTHO HEIGHT -   779.930 (meters)     2558.82  (feet) ADJUSTED
 AI4055  ______________________________________________________________________
 AI4055  GEOID HEIGHT    -        -19.331 (meters)                     GEOID18
 AI4055  DYNAMIC HEIGHT  -        779.815 (meters)     2558.44  (feet) COMP
 AI4055  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 AI4055
 AI4055  VERT ORDER      -  FIRST     CLASS II
 AI4055
 AI4055.The horizontal coordinates were scaled from a map and have
 AI4055.an estimated accuracy of +/- 6 seconds.
 AI4055
 AI4055.The orthometric height was determined by differential leveling and
 AI4055.adjusted by the NATIONAL GEODETIC SURVEY
 AI4055.in April 2000.
 AI4055
 AI4055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4055.GEOID18 height accuracy estimate available here.
 AI4055
 AI4055.Click photographs - Photos may exist for this station.
 AI4055
 AI4055.The dynamic height is computed by dividing the NAVD 88
 AI4055.geopotential number by the normal gravity value computed on the
 AI4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4055.degrees latitude (g = 980.6199 gals.).
 AI4055
 AI4055.The modeled gravity was interpolated from observed gravity values.
 AI4055
 AI4055;                    North         East    Units  Estimated Accuracy
 AI4055;SPC SD N     -   180,220.      446,360.      MT  (+/- 180 meters Scaled)
 AI4055
 AI4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR681359(NAD 83)
 AI4055
 AI4055                          SUPERSEDED SURVEY CONTROL
 AI4055
 AI4055.No superseded survey control is available for this station.
 AI4055
 AI4055_MARKER: DD = SURVEY DISK
 AI4055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4055_STAMPING: 20-113.20
 AI4055_MARK LOGO: SDSM
 AI4055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4055+STABILITY: SURFACE MOTION
 AI4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4055+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4055
 AI4055  HISTORY     - Date     Condition        Report By
 AI4055  HISTORY     - 1995     MONUMENTED       SDDT
 AI4055  HISTORY     - 19990621 GOOD             NGS
 AI4055
 AI4055                          STATION DESCRIPTION
 AI4055
 AI4055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4055'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4055'MEADOW, THENCE 29.5 KM (18.35 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4055'358.4 M (1175.9 FT) EAST OF MILEPOST 113, 29.9 M (98.1 FT) SOUTHWEST
 AI4055'OF THE HIGHWAY CENTERLINE, 11.7 M (38.4 FT) WEST OF THE CENTER OF A
 AI4055'GRAVELED ROAD, 0.9 M (3.0 FT) NORTHWEST OF A FENCE CORNER, 0.6 M (2.0
 AI4055'FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) ABOVE THE
 AI4055'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4055'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4056 ***********************************************************************
 AI4056  DESIGNATION -  20 114.30
 AI4056  PID         -  AI4056
 AI4056  STATE/COUNTY-  SD/ZIEBACH
 AI4056  COUNTRY     -  US
 AI4056  USGS QUAD   -  GLAD VALLEY NW (2017)
 AI4056
 AI4056                         *CURRENT SURVEY CONTROL
 AI4056  ______________________________________________________________________
 AI4056* NAD 83(1986) POSITION- 45 25 46.     (N) 101 56 46.     (W)   SCALED
 AI4056* NAVD 88 ORTHO HEIGHT -   775.294 (meters)     2543.61  (feet) ADJUSTED
 AI4056  ______________________________________________________________________
 AI4056  GEOID HEIGHT    -        -19.370 (meters)                     GEOID18
 AI4056  DYNAMIC HEIGHT  -        775.179 (meters)     2543.23  (feet) COMP
 AI4056  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 AI4056
 AI4056  VERT ORDER      -  FIRST     CLASS II
 AI4056
 AI4056.The horizontal coordinates were scaled from a map and have
 AI4056.an estimated accuracy of +/- 6 seconds.
 AI4056
 AI4056.The orthometric height was determined by differential leveling and
 AI4056.adjusted by the NATIONAL GEODETIC SURVEY
 AI4056.in April 2000.
 AI4056
 AI4056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4056.GEOID18 height accuracy estimate available here.
 AI4056
 AI4056.Click photographs - Photos may exist for this station.
 AI4056
 AI4056.The dynamic height is computed by dividing the NAVD 88
 AI4056.geopotential number by the normal gravity value computed on the
 AI4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4056.degrees latitude (g = 980.6199 gals.).
 AI4056
 AI4056.The modeled gravity was interpolated from observed gravity values.
 AI4056
 AI4056;                    North         East    Units  Estimated Accuracy
 AI4056;SPC SD N     -   179,200.      447,730.      MT  (+/- 180 meters Scaled)
 AI4056
 AI4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR695348(NAD 83)
 AI4056
 AI4056                          SUPERSEDED SURVEY CONTROL
 AI4056
 AI4056.No superseded survey control is available for this station.
 AI4056
 AI4056_MARKER: DD = SURVEY DISK
 AI4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4056_STAMPING: 20-114.30 1997
 AI4056_MARK LOGO: SDSM
 AI4056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4056+STABILITY: SURFACE MOTION
 AI4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4056+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4056
 AI4056  HISTORY     - Date     Condition        Report By
 AI4056  HISTORY     - 1997     MONUMENTED       SDDT
 AI4056  HISTORY     - 19990621 GOOD             NGS
 AI4056
 AI4056                          STATION DESCRIPTION
 AI4056
 AI4056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4056'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4056'MEADOW, THENCE 31.3 KM (19.45 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4056'500.8 M (1643.0 FT) EAST OF MILEPOST 114, 29.9 M (98.1 FT) SOUTHWEST
 AI4056'OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) SOUTHEAST OF THE CENTER OF
 AI4056'A GATE, 3.8 M (12.5 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.3 M
 AI4056'(7.5 FT) SOUTHEAST OF A Y-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL
 AI4056'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST AND FENCE,
 AI4056'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI4056'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4057 ***********************************************************************
 AI4057  DESIGNATION -  20 115.35
 AI4057  PID         -  AI4057
 AI4057  STATE/COUNTY-  SD/ZIEBACH
 AI4057  COUNTRY     -  US
 AI4057  USGS QUAD   -  GLAD VALLEY NW (2017)
 AI4057
 AI4057                         *CURRENT SURVEY CONTROL
 AI4057  ______________________________________________________________________
 AI4057* NAD 83(1986) POSITION- 45 25 13.     (N) 101 55 43.     (W)   SCALED
 AI4057* NAVD 88 ORTHO HEIGHT -   786.085 (meters)     2579.01  (feet) ADJUSTED
 AI4057  ______________________________________________________________________
 AI4057  GEOID HEIGHT    -        -19.410 (meters)                     GEOID18
 AI4057  DYNAMIC HEIGHT  -        785.968 (meters)     2578.63  (feet) COMP
 AI4057  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 AI4057
 AI4057  VERT ORDER      -  FIRST     CLASS II
 AI4057
 AI4057.The horizontal coordinates were scaled from a map and have
 AI4057.an estimated accuracy of +/- 6 seconds.
 AI4057
 AI4057.The orthometric height was determined by differential leveling and
 AI4057.adjusted by the NATIONAL GEODETIC SURVEY
 AI4057.in April 2000.
 AI4057
 AI4057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4057.GEOID18 height accuracy estimate available here.
 AI4057
 AI4057.Click photographs - Photos may exist for this station.
 AI4057
 AI4057.The dynamic height is computed by dividing the NAVD 88
 AI4057.geopotential number by the normal gravity value computed on the
 AI4057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4057.degrees latitude (g = 980.6199 gals.).
 AI4057
 AI4057.The modeled gravity was interpolated from observed gravity values.
 AI4057
 AI4057;                    North         East    Units  Estimated Accuracy
 AI4057;SPC SD N     -   178,150.      449,070.      MT  (+/- 180 meters Scaled)
 AI4057
 AI4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR708338(NAD 83)
 AI4057
 AI4057                          SUPERSEDED SURVEY CONTROL
 AI4057
 AI4057.No superseded survey control is available for this station.
 AI4057
 AI4057_MARKER: DD = SURVEY DISK
 AI4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4057_STAMPING: 20-115.35 1997
 AI4057_MARK LOGO: SDSM
 AI4057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4057+STABILITY: SURFACE MOTION
 AI4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4057+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4057
 AI4057  HISTORY     - Date     Condition        Report By
 AI4057  HISTORY     - 1997     MONUMENTED       SDDT
 AI4057  HISTORY     - 19990621 GOOD             NGS
 AI4057
 AI4057                          STATION DESCRIPTION
 AI4057
 AI4057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4057'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4057'MEADOW, THENCE 32.9 KM (20.45 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4057'558.4 M (1832.0 FT) EAST OF MILEPOST 115, 29.5 M (96.8 FT) SOUTHWEST
 AI4057'OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) NORTHWEST OF THE CENTER OF
 AI4057'A FIELD ENTRANCE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AI4057'(2.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI4057'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4057'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4058 ***********************************************************************
 AI4058  DESIGNATION -  20 116.40
 AI4058  PID         -  AI4058
 AI4058  STATE/COUNTY-  SD/ZIEBACH
 AI4058  COUNTRY     -  US
 AI4058  USGS QUAD   -  GLAD VALLEY NW (2017)
 AI4058
 AI4058                         *CURRENT SURVEY CONTROL
 AI4058  ______________________________________________________________________
 AI4058* NAD 83(1986) POSITION- 45 24 41.     (N) 101 54 37.     (W)   SCALED
 AI4058* NAVD 88 ORTHO HEIGHT -   787.887 (meters)     2584.93  (feet) ADJUSTED
 AI4058  ______________________________________________________________________
 AI4058  GEOID HEIGHT    -        -19.454 (meters)                     GEOID18
 AI4058  DYNAMIC HEIGHT  -        787.769 (meters)     2584.54  (feet) COMP
 AI4058  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 AI4058
 AI4058  VERT ORDER      -  FIRST     CLASS II
 AI4058
 AI4058.The horizontal coordinates were scaled from a map and have
 AI4058.an estimated accuracy of +/- 6 seconds.
 AI4058
 AI4058.The orthometric height was determined by differential leveling and
 AI4058.adjusted by the NATIONAL GEODETIC SURVEY
 AI4058.in April 2000.
 AI4058
 AI4058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4058.GEOID18 height accuracy estimate available here.
 AI4058
 AI4058.Click photographs - Photos may exist for this station.
 AI4058
 AI4058.The dynamic height is computed by dividing the NAVD 88
 AI4058.geopotential number by the normal gravity value computed on the
 AI4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4058.degrees latitude (g = 980.6199 gals.).
 AI4058
 AI4058.The modeled gravity was interpolated from observed gravity values.
 AI4058
 AI4058;                    North         East    Units  Estimated Accuracy
 AI4058;SPC SD N     -   177,120.      450,480.      MT  (+/- 180 meters Scaled)
 AI4058
 AI4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR722327(NAD 83)
 AI4058
 AI4058                          SUPERSEDED SURVEY CONTROL
 AI4058
 AI4058.No superseded survey control is available for this station.
 AI4058
 AI4058_MARKER: DD = SURVEY DISK
 AI4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4058_STAMPING: 20-116.40 1997
 AI4058_MARK LOGO: SDSM
 AI4058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4058+STABILITY: SURFACE MOTION
 AI4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4058+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4058
 AI4058  HISTORY     - Date     Condition        Report By
 AI4058  HISTORY     - 1997     MONUMENTED       SDDT
 AI4058  HISTORY     - 19990621 GOOD             NGS
 AI4058
 AI4058                          STATION DESCRIPTION
 AI4058
 AI4058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4058'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4058'MEADOW, THENCE 34.6 KM (21.50 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4058'649.8 M (2131.9 FT) EAST OF MILEPOST 116, 30.0 M (98.4 FT) NORTHEAST
 AI4058'OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) SOUTHEAST OF THE CENTER OF
 AI4058'A FIELD ENTRANCE, 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST AND
 AI4058'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AI4058'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4058'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4059 ***********************************************************************
 AI4059  DESIGNATION -  20 117.50
 AI4059  PID         -  AI4059
 AI4059  STATE/COUNTY-  SD/ZIEBACH
 AI4059  COUNTRY     -  US
 AI4059  USGS QUAD   -  GLAD VALLEY NW (2017)
 AI4059
 AI4059                         *CURRENT SURVEY CONTROL
 AI4059  ______________________________________________________________________
 AI4059* NAD 83(1986) POSITION- 45 24 10.     (N) 101 53 39.     (W)   SCALED
 AI4059* NAVD 88 ORTHO HEIGHT -   773.080 (meters)     2536.35  (feet) ADJUSTED
 AI4059  ______________________________________________________________________
 AI4059  GEOID HEIGHT    -        -19.494 (meters)                     GEOID18
 AI4059  DYNAMIC HEIGHT  -        772.963 (meters)     2535.96  (feet) COMP
 AI4059  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 AI4059
 AI4059  VERT ORDER      -  FIRST     CLASS II
 AI4059
 AI4059.The horizontal coordinates were scaled from a map and have
 AI4059.an estimated accuracy of +/- 6 seconds.
 AI4059
 AI4059.The orthometric height was determined by differential leveling and
 AI4059.adjusted by the NATIONAL GEODETIC SURVEY
 AI4059.in April 2000.
 AI4059
 AI4059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4059.GEOID18 height accuracy estimate available here.
 AI4059
 AI4059.Click photographs - Photos may exist for this station.
 AI4059
 AI4059.The dynamic height is computed by dividing the NAVD 88
 AI4059.geopotential number by the normal gravity value computed on the
 AI4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4059.degrees latitude (g = 980.6199 gals.).
 AI4059
 AI4059.The modeled gravity was interpolated from observed gravity values.
 AI4059
 AI4059;                    North         East    Units  Estimated Accuracy
 AI4059;SPC SD N     -   176,140.      451,720.      MT  (+/- 180 meters Scaled)
 AI4059
 AI4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR735317(NAD 83)
 AI4059
 AI4059                          SUPERSEDED SURVEY CONTROL
 AI4059
 AI4059.No superseded survey control is available for this station.
 AI4059
 AI4059_MARKER: Z = SEE DESCRIPTION
 AI4059_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4059_STAMPING: 20-117.50 1997
 AI4059_MARK LOGO: NGS
 AI4059_PROJECTION: FLUSH
 AI4059_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4059+STABILITY: POSITION/ELEVATION WELL
 AI4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4059+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4059_ROD/PIPE-DEPTH: 6.4 meters
 AI4059_SLEEVE-DEPTH  : 2.0 meters
 AI4059
 AI4059  HISTORY     - Date     Condition        Report By
 AI4059  HISTORY     - 1997     MONUMENTED       SDDT
 AI4059  HISTORY     - 19990621 GOOD             NGS
 AI4059
 AI4059                          STATION DESCRIPTION
 AI4059
 AI4059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4059'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4059'MEADOW, THENCE 36.2 KM (22.50 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4059'636.0 M (2086.6 FT) EAST OF MILEPOST 117, 30.2 M (99.1 FT) NORTHEAST
 AI4059'OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF
 AI4059'A FIELD ENTRANCE, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND
 AI4059'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AI4059'FT) NORTHEAST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT
 AI4059'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.
 AI4059'THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4059'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4059'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4060 ***********************************************************************
 AI4060  DESIGNATION -  20 118.45
 AI4060  PID         -  AI4060
 AI4060  STATE/COUNTY-  SD/ZIEBACH
 AI4060  COUNTRY     -  US
 AI4060  USGS QUAD   -  GLAD VALLEY (2017)
 AI4060
 AI4060                         *CURRENT SURVEY CONTROL
 AI4060  ______________________________________________________________________
 AI4060* NAD 83(1986) POSITION- 45 24 00.     (N) 101 52 27.     (W)   SCALED
 AI4060* NAVD 88 ORTHO HEIGHT -   773.558 (meters)     2537.91  (feet) ADJUSTED
 AI4060  ______________________________________________________________________
 AI4060  GEOID HEIGHT    -        -19.542 (meters)                     GEOID18
 AI4060  DYNAMIC HEIGHT  -        773.440 (meters)     2537.53  (feet) COMP
 AI4060  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 AI4060
 AI4060  VERT ORDER      -  FIRST     CLASS II
 AI4060
 AI4060.The horizontal coordinates were scaled from a map and have
 AI4060.an estimated accuracy of +/- 6 seconds.
 AI4060
 AI4060.The orthometric height was determined by differential leveling and
 AI4060.adjusted by the NATIONAL GEODETIC SURVEY
 AI4060.in April 2000.
 AI4060
 AI4060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4060.GEOID18 height accuracy estimate available here.
 AI4060
 AI4060.Click photographs - Photos may exist for this station.
 AI4060
 AI4060.The dynamic height is computed by dividing the NAVD 88
 AI4060.geopotential number by the normal gravity value computed on the
 AI4060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4060.degrees latitude (g = 980.6199 gals.).
 AI4060
 AI4060.The modeled gravity was interpolated from observed gravity values.
 AI4060
 AI4060;                    North         East    Units  Estimated Accuracy
 AI4060;SPC SD N     -   175,790.      453,280.      MT  (+/- 180 meters Scaled)
 AI4060
 AI4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR750314(NAD 83)
 AI4060
 AI4060                          SUPERSEDED SURVEY CONTROL
 AI4060
 AI4060.No superseded survey control is available for this station.
 AI4060
 AI4060_MARKER: DD = SURVEY DISK
 AI4060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4060_STAMPING: 20-118.45 1997
 AI4060_MARK LOGO: SDSM
 AI4060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4060+STABILITY: SURFACE MOTION
 AI4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4060+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4060
 AI4060  HISTORY     - Date     Condition        Report By
 AI4060  HISTORY     - 1997     MONUMENTED       SDDT
 AI4060  HISTORY     - 19990622 GOOD             NGS
 AI4060
 AI4060                          STATION DESCRIPTION
 AI4060
 AI4060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4060'35.7 KM (22.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4060'OFFICE IN ISABEL, 685.9 M (2250.3 FT) EAST OF MILEPOST 118, 29.8 M
 AI4060'(97.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) WEST OF THE
 AI4060'CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 AI4060'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AI4060'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4060'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4061 ***********************************************************************
 AI4061  DESIGNATION -  20 119.45
 AI4061  PID         -  AI4061
 AI4061  STATE/COUNTY-  SD/ZIEBACH
 AI4061  COUNTRY     -  US
 AI4061  USGS QUAD   -  GLAD VALLEY (2017)
 AI4061
 AI4061                         *CURRENT SURVEY CONTROL
 AI4061  ______________________________________________________________________
 AI4061* NAD 83(1986) POSITION- 45 24 01.47   (N) 101 51 13.37   (W)   HD_HELD1
 AI4061* NAVD 88 ORTHO HEIGHT -   784.326 (meters)     2573.24  (feet) ADJUSTED
 AI4061  ______________________________________________________________________
 AI4061  GEOID HEIGHT    -        -19.590 (meters)                     GEOID18
 AI4061  DYNAMIC HEIGHT  -        784.206 (meters)     2572.85  (feet) COMP
 AI4061  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 AI4061
 AI4061  VERT ORDER      -  FIRST     CLASS II
 AI4061
 AI4061.The horizontal coordinates were determined by differentially corrected
 AI4061.hand held GPS observations or other comparable positioning techniques
 AI4061.and have an estimated accuracy of +/- 3 meters.
 AI4061
 AI4061.The orthometric height was determined by differential leveling and
 AI4061.adjusted by the NATIONAL GEODETIC SURVEY
 AI4061.in April 2000.
 AI4061
 AI4061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4061.GEOID18 height accuracy estimate available here.
 AI4061
 AI4061.Click photographs - Photos may exist for this station.
 AI4061
 AI4061.The dynamic height is computed by dividing the NAVD 88
 AI4061.geopotential number by the normal gravity value computed on the
 AI4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4061.degrees latitude (g = 980.6199 gals.).
 AI4061
 AI4061.The modeled gravity was interpolated from observed gravity values.
 AI4061
 AI4061;                    North         East    Units  Estimated Accuracy
 AI4061;SPC SD N     -   175,801.4     454,880.9     MT  (+/- 3 meters HH1 GPS) 
 AI4061
 AI4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7665631394(NAD 83)
 AI4061
 AI4061                          SUPERSEDED SURVEY CONTROL
 AI4061
 AI4061.No superseded survey control is available for this station.
 AI4061
 AI4061_MARKER: DD = SURVEY DISK
 AI4061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4061_STAMPING: 20-119.45 1997
 AI4061_MARK LOGO: SDSM
 AI4061_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4061+STABILITY: SURFACE MOTION
 AI4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4061+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4061
 AI4061  HISTORY     - Date     Condition        Report By
 AI4061  HISTORY     - 1997     MONUMENTED       SDDT
 AI4061  HISTORY     - 19990622 GOOD             NGS
 AI4061
 AI4061                          STATION DESCRIPTION
 AI4061
 AI4061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4061'34.1 KM (21.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4061'OFFICE IN ISABEL, 679.2 M (2228.3 FT) EAST OF MILEPOST 119, 30.3 M
 AI4061'(99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) EAST OF THE
 AI4061'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 AI4061'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AI4061'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4061'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4062 ***********************************************************************
 AI4062  DESIGNATION -  20 120.50
 AI4062  PID         -  AI4062
 AI4062  STATE/COUNTY-  SD/ZIEBACH
 AI4062  COUNTRY     -  US
 AI4062  USGS QUAD   -  GLAD VALLEY (2017)
 AI4062
 AI4062                         *CURRENT SURVEY CONTROL
 AI4062  ______________________________________________________________________
 AI4062* NAD 83(1986) POSITION- 45 24 02.     (N) 101 49 55.     (W)   SCALED
 AI4062* NAVD 88 ORTHO HEIGHT -   770.014 (meters)     2526.29  (feet) ADJUSTED
 AI4062  ______________________________________________________________________
 AI4062  GEOID HEIGHT    -        -19.644 (meters)                     GEOID18
 AI4062  DYNAMIC HEIGHT  -        769.895 (meters)     2525.90  (feet) COMP
 AI4062  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 AI4062
 AI4062  VERT ORDER      -  FIRST     CLASS II
 AI4062
 AI4062.The horizontal coordinates were scaled from a map and have
 AI4062.an estimated accuracy of +/- 6 seconds.
 AI4062
 AI4062.The orthometric height was determined by differential leveling and
 AI4062.adjusted by the NATIONAL GEODETIC SURVEY
 AI4062.in April 2000.
 AI4062
 AI4062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4062.GEOID18 height accuracy estimate available here.
 AI4062
 AI4062.Click photographs - Photos may exist for this station.
 AI4062
 AI4062.The dynamic height is computed by dividing the NAVD 88
 AI4062.geopotential number by the normal gravity value computed on the
 AI4062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4062.degrees latitude (g = 980.6199 gals.).
 AI4062
 AI4062.The modeled gravity was interpolated from observed gravity values.
 AI4062
 AI4062;                    North         East    Units  Estimated Accuracy
 AI4062;SPC SD N     -   175,780.      456,590.      MT  (+/- 180 meters Scaled)
 AI4062
 AI4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR783313(NAD 83)
 AI4062
 AI4062                          SUPERSEDED SURVEY CONTROL
 AI4062
 AI4062.No superseded survey control is available for this station.
 AI4062
 AI4062_MARKER: DD = SURVEY DISK
 AI4062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4062_STAMPING: 20 120.50 1997
 AI4062_MARK LOGO: SDSM
 AI4062_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4062+STABILITY: SURFACE MOTION
 AI4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4062+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4062
 AI4062  HISTORY     - Date     Condition        Report By
 AI4062  HISTORY     - 1997     MONUMENTED       SDDT
 AI4062  HISTORY     - 19990622 GOOD             NGS
 AI4062
 AI4062                          STATION DESCRIPTION
 AI4062
 AI4062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4062'32.4 KM (20.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4062'OFFICE IN ISABEL, 754.5 M (2475.4 FT) EAST OF MILEPOST 120, 30.4 M
 AI4062'(99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) WEST OF A
 AI4062'UTILITY POLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M
 AI4062'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AI4062'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4062'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4064 ***********************************************************************
 AI4064  DESIGNATION -  20 121.45
 AI4064  PID         -  AI4064
 AI4064  STATE/COUNTY-  SD/ZIEBACH
 AI4064  COUNTRY     -  US
 AI4064  USGS QUAD   -  GLAD VALLEY (2017)
 AI4064
 AI4064                         *CURRENT SURVEY CONTROL
 AI4064  ______________________________________________________________________
 AI4064* NAD 83(1986) POSITION- 45 23 59.     (N) 101 48 44.     (W)   SCALED
 AI4064* NAVD 88 ORTHO HEIGHT -   758.721 (meters)     2489.24  (feet) ADJUSTED
 AI4064  ______________________________________________________________________
 AI4064  GEOID HEIGHT    -        -19.694 (meters)                     GEOID18
 AI4064  DYNAMIC HEIGHT  -        758.602 (meters)     2488.85  (feet) COMP
 AI4064  MODELED GRAVITY -    980,433.8   (mgal)                       NAVD 88
 AI4064
 AI4064  VERT ORDER      -  FIRST     CLASS II
 AI4064
 AI4064.The horizontal coordinates were scaled from a map and have
 AI4064.an estimated accuracy of +/- 6 seconds.
 AI4064
 AI4064.The orthometric height was determined by differential leveling and
 AI4064.adjusted by the NATIONAL GEODETIC SURVEY
 AI4064.in April 2000.
 AI4064
 AI4064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4064.GEOID18 height accuracy estimate available here.
 AI4064
 AI4064.Click photographs - Photos may exist for this station.
 AI4064
 AI4064.The dynamic height is computed by dividing the NAVD 88
 AI4064.geopotential number by the normal gravity value computed on the
 AI4064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4064.degrees latitude (g = 980.6199 gals.).
 AI4064
 AI4064.The modeled gravity was interpolated from observed gravity values.
 AI4064
 AI4064;                    North         East    Units  Estimated Accuracy
 AI4064;SPC SD N     -   175,650.      458,130.      MT  (+/- 180 meters Scaled)
 AI4064
 AI4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR799312(NAD 83)
 AI4064
 AI4064                          SUPERSEDED SURVEY CONTROL
 AI4064
 AI4064.No superseded survey control is available for this station.
 AI4064
 AI4064_MARKER: DD = SURVEY DISK
 AI4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4064_STAMPING: 20-121.45 1997
 AI4064_MARK LOGO: SDSM
 AI4064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4064+STABILITY: SURFACE MOTION
 AI4064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4064+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4064
 AI4064  HISTORY     - Date     Condition        Report By
 AI4064  HISTORY     - 1997     MONUMENTED       SDDT
 AI4064  HISTORY     - 19990622 GOOD             NGS
 AI4064
 AI4064                          STATION DESCRIPTION
 AI4064
 AI4064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4064'30.8 KM (19.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4064'OFFICE IN ISABEL, 719.1 M (2359.2 FT) EAST OF MILEPOST 121, 30.2 M
 AI4064'(99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.6 M (51.2 FT) SOUTH OF
 AI4064'THE WEST END OF A CULVERT UNDER A FIELD ENTRANCE, 5.9 M (19.4 FT) WEST
 AI4064'OF THE CENTER OF THE FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AI4064'THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AI4064'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4064'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7886 ***********************************************************************
 AC7886  CBN         -  This is a Cooperative Base Network Control Station.
 AC7886  DESIGNATION -  20 122.40
 AC7886  PID         -  AC7886
 AC7886  STATE/COUNTY-  SD/ZIEBACH
 AC7886  COUNTRY     -  US
 AC7886  USGS QUAD   -  GLAD VALLEY (2017)
 AC7886
 AC7886                         *CURRENT SURVEY CONTROL
 AC7886  ______________________________________________________________________
 AC7886* NAD 83(2011) POSITION- 45 24 01.51420(N) 101 47 33.90218(W)   ADJUSTED
 AC7886* NAD 83(2011) ELLIP HT-   747.284 (meters)        (06/27/12)   ADJUSTED
 AC7886* NAD 83(2011) EPOCH   -  2010.00
 AC7886* NAVD 88 ORTHO HEIGHT -   767.000 (meters)     2516.40  (feet) ADJUSTED
 AC7886  ______________________________________________________________________
 AC7886  GEOID HEIGHT    -        -19.742 (meters)                     GEOID18
 AC7886  NAD 83(2011) X  -   -916,923.819 (meters)                     COMP
 AC7886  NAD 83(2011) Y  - -4,391,842.676 (meters)                     COMP
 AC7886  NAD 83(2011) Z  -  4,519,237.259 (meters)                     COMP
 AC7886  LAPLACE CORR    -         -6.51  (seconds)                    DEFLEC18
 AC7886  DYNAMIC HEIGHT  -        766.881 (meters)     2516.01  (feet) COMP
 AC7886  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 AC7886
 AC7886  VERT ORDER      -  FIRST     CLASS II
 AC7886
 AC7886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7886  Standards:
 AC7886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7886  -------------------------------------------------------------------
 AC7886  NETWORK    0.90   2.76           0.42   0.29   1.41     -0.07937766
 AC7886  -------------------------------------------------------------------
 AC7886  Click here for local accuracies and other accuracy information.
 AC7886
 AC7886.The horizontal coordinates were established by GPS observations
 AC7886.and adjusted by the National Geodetic Survey in June 2012.
 AC7886
 AC7886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7886.been affixed to the stable North American tectonic plate. See 
 AC7886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7886
 AC7886.The horizontal coordinates are valid at the epoch date displayed above
 AC7886.which is a decimal equivalence of Year/Month/Day.
 AC7886
 AC7886.The orthometric height was determined by differential leveling and
 AC7886.adjusted by the NATIONAL GEODETIC SURVEY
 AC7886.in April 2000.
 AC7886
 AC7886.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7886.GEOID18 height accuracy estimate available here.
 AC7886
 AC7886.Click photographs - Photos may exist for this station.
 AC7886
 AC7886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7886
 AC7886.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7886
 AC7886.The ellipsoidal height was determined by GPS observations
 AC7886.and is referenced to NAD 83.
 AC7886
 AC7886.The dynamic height is computed by dividing the NAVD 88
 AC7886.geopotential number by the normal gravity value computed on the
 AC7886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7886.degrees latitude (g = 980.6199 gals.).
 AC7886
 AC7886.The modeled gravity was interpolated from observed gravity values.
 AC7886
 AC7886. The following values were computed from the NAD 83(2011) position.
 AC7886
 AC7886;                    North         East     Units Scale Factor Converg.
 AC7886;SPC SD N     -   175,695.242   459,652.718   MT  0.99995766   -1 16 07.7
 AC7886;SPC SD N     -   576,426.81  1,508,043.96   sFT  0.99995766   -1 16 07.7
 AC7886;UTM  14      - 5,031,228.033   281,428.149   MT  1.00018742   -1 59 21.5
 AC7886
 AC7886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7886!SPC SD N     -   0.99988286  x   0.99995766  =   0.99984052
 AC7886!UTM  14      -   0.99988286  x   1.00018742  =   1.00007025
 AC7886
 AC7886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8142831228(NAD 83)
 AC7886
 AC7886                          SUPERSEDED SURVEY CONTROL
 AC7886
 AC7886  NAD 83(2007)-  45 24 01.51412(N)    101 47 33.90330(W) AD(2002.00) 0
 AC7886  ELLIP H (02/10/07)  747.310  (m)                       GP(2002.00)    
 AC7886  ELLIP H (04/15/04)  747.308  (m)                       GP(       ) 2 1
 AC7886  NAD 83(1996)-  45 24 01.51347(N)    101 47 33.90286(W) AD(       ) B
 AC7886  ELLIP H (04/18/97)  747.381  (m)                       GP(       ) 4 1
 AC7886  NAVD 88 (04/18/97)  767.0    (m)  GEOID96  model used  GPS OBS        
 AC7886
 AC7886.Superseded values are not recommended for survey control.
 AC7886
 AC7886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7886.See file dsdata.pdf to determine how the superseded data were derived.
 AC7886
 AC7886_MARKER: Z = SEE DESCRIPTION
 AC7886_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7886_STAMPING: 20-122.40 1995
 AC7886_MARK LOGO: NGS
 AC7886_PROJECTION: FLUSH
 AC7886_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7886+STABILITY: POSITION/ELEVATION WELL
 AC7886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7886+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AC7886_ROD/PIPE-DEPTH: 12.8 meters
 AC7886_SLEEVE-DEPTH  : 1.8 meters
 AC7886
 AC7886  HISTORY     - Date     Condition        Report By
 AC7886  HISTORY     - 1995     MONUMENTED       SDDT
 AC7886  HISTORY     - 19960904 GOOD             NGS
 AC7886  HISTORY     - 19990622 GOOD             NGS
 AC7886
 AC7886                          STATION DESCRIPTION
 AC7886
 AC7886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7886'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) WEST OF ISABELL AND
 AC7886'0.65 MI (1.05 KM) WEST OF GLAD VALLEY, ON STATE HIGHWAY 20.
 AC7886'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7886'POST OFFICE IN GLAD VALLEY, GO WEST ON STATE HIGHWAY 20 FOR 0.7 MILE
 AC7886'(1.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON
 AC7886'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7886'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 30.2 M (99.1 FT) NORTH
 AC7886'OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) EAST OF THE CENTER OF A
 AC7886'FIELD ENTRANCE, 0.6 M (2.0 FT) SOUTH OF THE CENTER 1 OF 3 BRACED FENCE
 AC7886'POSTS, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AC7886'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 AC7886'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7886'AND THEN A 4-INCH PVC CAP.
 AC7886
 AC7886                          STATION RECOVERY (1999)
 AC7886
 AC7886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AC7886'29.3 KM (18.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AC7886'OFFICE IN ISABEL, 622.7 M (2043.0 FT) EAST OF MILEPOST 122, 69.8 M
 AC7886'(229.0 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE,
 AC7886'30.3 M (99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) EAST
 AC7886'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AC7886'THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.4
 AC7886'M (1.3 FT) NORTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7886'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE
 AC7886'CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AC7886'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE
 AC7886'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY. THIS MONUMENT IS A COOPERATIVE
 AC7886'BASE NETWORK STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4065 ***********************************************************************
 AI4065  DESIGNATION -  20 123.45
 AI4065  PID         -  AI4065
 AI4065  STATE/COUNTY-  SD/ZIEBACH
 AI4065  COUNTRY     -  US
 AI4065  USGS QUAD   -  GLAD VALLEY (2017)
 AI4065
 AI4065                         *CURRENT SURVEY CONTROL
 AI4065  ______________________________________________________________________
 AI4065* NAD 83(1986) POSITION- 45 23 54.     (N) 101 46 17.     (W)   SCALED
 AI4065* NAVD 88 ORTHO HEIGHT -   761.213 (meters)     2497.41  (feet) ADJUSTED
 AI4065  ______________________________________________________________________
 AI4065  GEOID HEIGHT    -        -19.795 (meters)                     GEOID18
 AI4065  DYNAMIC HEIGHT  -        761.096 (meters)     2497.03  (feet) COMP
 AI4065  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 AI4065
 AI4065  VERT ORDER      -  FIRST     CLASS II
 AI4065
 AI4065.The horizontal coordinates were scaled from a map and have
 AI4065.an estimated accuracy of +/- 6 seconds.
 AI4065
 AI4065.The orthometric height was determined by differential leveling and
 AI4065.adjusted by the NATIONAL GEODETIC SURVEY
 AI4065.in April 2000.
 AI4065
 AI4065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4065.GEOID18 height accuracy estimate available here.
 AI4065
 AI4065.Click photographs - Photos may exist for this station.
 AI4065
 AI4065.The dynamic height is computed by dividing the NAVD 88
 AI4065.geopotential number by the normal gravity value computed on the
 AI4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4065.degrees latitude (g = 980.6199 gals.).
 AI4065
 AI4065.The modeled gravity was interpolated from observed gravity values.
 AI4065
 AI4065;                    North         East    Units  Estimated Accuracy
 AI4065;SPC SD N     -   175,430.      461,320.      MT  (+/- 180 meters Scaled)
 AI4065
 AI4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR830309(NAD 83)
 AI4065
 AI4065                          SUPERSEDED SURVEY CONTROL
 AI4065
 AI4065.No superseded survey control is available for this station.
 AI4065
 AI4065_MARKER: DD = SURVEY DISK
 AI4065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4065_STAMPING: 20-123.45 1997
 AI4065_MARK LOGO: SDSM
 AI4065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4065+STABILITY: SURFACE MOTION
 AI4065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4065+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4065
 AI4065  HISTORY     - Date     Condition        Report By
 AI4065  HISTORY     - 1997     MONUMENTED       SDDT
 AI4065  HISTORY     - 19990622 GOOD             NGS
 AI4065
 AI4065                          STATION DESCRIPTION
 AI4065
 AI4065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4065'27.6 KM (17.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4065'OFFICE IN ISABEL, 720.2 M (2362.9 FT) EAST OF MILEPOST 123, 30.2 M
 AI4065'(99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) EAST OF THE
 AI4065'CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 AI4065'HIGHWAY, 0.9 M (3.0 FT) WEST OF THE MOST EASTERLY OF 2 BRACED FENCE
 AI4065'POSTS, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AI4065'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4065'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4066 ***********************************************************************
 AI4066  DESIGNATION -  20 124.65
 AI4066  PID         -  AI4066
 AI4066  STATE/COUNTY-  SD/ZIEBACH
 AI4066  COUNTRY     -  US
 AI4066  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4066
 AI4066                         *CURRENT SURVEY CONTROL
 AI4066  ______________________________________________________________________
 AI4066* NAD 83(1986) POSITION- 45 23 33.93   (N) 101 44 51.92   (W)   HD_HELD1
 AI4066* NAVD 88 ORTHO HEIGHT -   752.744 (meters)     2469.63  (feet) ADJUSTED
 AI4066  ______________________________________________________________________
 AI4066  GEOID HEIGHT    -        -19.856 (meters)                     GEOID18
 AI4066  DYNAMIC HEIGHT  -        752.628 (meters)     2469.25  (feet) COMP
 AI4066  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 AI4066
 AI4066  VERT ORDER      -  FIRST     CLASS II
 AI4066
 AI4066.The horizontal coordinates were determined by differentially corrected
 AI4066.hand held GPS observations or other comparable positioning techniques
 AI4066.and have an estimated accuracy of +/- 3 meters.
 AI4066
 AI4066.The orthometric height was determined by differential leveling and
 AI4066.adjusted by the NATIONAL GEODETIC SURVEY
 AI4066.in April 2000.
 AI4066
 AI4066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4066.GEOID18 height accuracy estimate available here.
 AI4066
 AI4066.Click photographs - Photos may exist for this station.
 AI4066
 AI4066.The dynamic height is computed by dividing the NAVD 88
 AI4066.geopotential number by the normal gravity value computed on the
 AI4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4066.degrees latitude (g = 980.6199 gals.).
 AI4066
 AI4066.The modeled gravity was interpolated from observed gravity values.
 AI4066
 AI4066;                    North         East    Units  Estimated Accuracy
 AI4066;SPC SD N     -   174,766.9     463,156.3     MT  (+/- 3 meters HH1 GPS) 
 AI4066
 AI4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8492030255(NAD 83)
 AI4066
 AI4066                          SUPERSEDED SURVEY CONTROL
 AI4066
 AI4066.No superseded survey control is available for this station.
 AI4066
 AI4066_MARKER: DD = SURVEY DISK
 AI4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4066_STAMPING: 20-124.65 1997
 AI4066_MARK LOGO: SDSM
 AI4066_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4066+STABILITY: SURFACE MOTION
 AI4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4066+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4066
 AI4066  HISTORY     - Date     Condition        Report By
 AI4066  HISTORY     - 1997     MONUMENTED       SDDT
 AI4066  HISTORY     - 19990622 GOOD             NGS
 AI4066
 AI4066                          STATION DESCRIPTION
 AI4066
 AI4066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4066'25.7 KM (15.95 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4066'OFFICE IN ISABEL, 542.4 M (1779.5 FT) WEST OF MILEPOST 125, 30.3 M
 AI4066'(99.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT) EAST OF THE
 AI4066'CENTER OF A TRACK ROAD AND A GATE, 2.6 M (8.5 FT) EAST OF A T-FENCE
 AI4066'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AI4066'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AI4066'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4067 ***********************************************************************
 AI4067  DESIGNATION -  20 125.80
 AI4067  PID         -  AI4067
 AI4067  STATE/COUNTY-  SD/ZIEBACH
 AI4067  COUNTRY     -  US
 AI4067  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4067
 AI4067                         *CURRENT SURVEY CONTROL
 AI4067  ______________________________________________________________________
 AI4067* NAD 83(1986) POSITION- 45 23 16.     (N) 101 43 34.     (W)   SCALED
 AI4067* NAVD 88 ORTHO HEIGHT -   727.780 (meters)     2387.72  (feet) ADJUSTED
 AI4067  ______________________________________________________________________
 AI4067  GEOID HEIGHT    -        -19.915 (meters)                     GEOID18
 AI4067  DYNAMIC HEIGHT  -        727.668 (meters)     2387.36  (feet) COMP
 AI4067  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 AI4067
 AI4067  VERT ORDER      -  FIRST     CLASS II
 AI4067
 AI4067.The horizontal coordinates were scaled from a map and have
 AI4067.an estimated accuracy of +/- 6 seconds.
 AI4067
 AI4067.The orthometric height was determined by differential leveling and
 AI4067.adjusted by the NATIONAL GEODETIC SURVEY
 AI4067.in April 2000.
 AI4067
 AI4067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4067.GEOID18 height accuracy estimate available here.
 AI4067
 AI4067.Click photographs - Photos may exist for this station.
 AI4067
 AI4067.The dynamic height is computed by dividing the NAVD 88
 AI4067.geopotential number by the normal gravity value computed on the
 AI4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4067.degrees latitude (g = 980.6199 gals.).
 AI4067
 AI4067.The modeled gravity was interpolated from observed gravity values.
 AI4067
 AI4067;                    North         East    Units  Estimated Accuracy
 AI4067;SPC SD N     -   174,180.      464,840.      MT  (+/- 180 meters Scaled)
 AI4067
 AI4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR865296(NAD 83)
 AI4067
 AI4067                          SUPERSEDED SURVEY CONTROL
 AI4067
 AI4067.No superseded survey control is available for this station.
 AI4067
 AI4067_MARKER: DD = SURVEY DISK
 AI4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4067_STAMPING: 20-125.80 1997
 AI4067_MARK LOGO: SDSM
 AI4067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4067+STABILITY: SURFACE MOTION
 AI4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4067+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4067
 AI4067  HISTORY     - Date     Condition        Report By
 AI4067  HISTORY     - 1997     MONUMENTED       SDDT
 AI4067  HISTORY     - 19990622 GOOD             NGS
 AI4067
 AI4067                          STATION DESCRIPTION
 AI4067
 AI4067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4067'23.9 KM (14.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4067'OFFICE IN ISABEL, 347.4 M (1139.8 FT) WEST OF MILEPOST 126, 30.0 M
 AI4067'(98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.4 M (53.8 FT) WEST OF
 AI4067'UNDERGROUND CABLE JUNCTION BOX NUMBER W 36 G2 5, 5.4 M (17.7 FT) EAST
 AI4067'OF THE CENTER OF A DRIVEWAY AND A GATE, 1.0 M (3.3 FT) ABOVE THE LEVEL
 AI4067'OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF A T-FENCE CORNER, 0.5 M
 AI4067'(1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI4067'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4067'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4068 ***********************************************************************
 AI4068  DESIGNATION -  20 126.72
 AI4068  PID         -  AI4068
 AI4068  STATE/COUNTY-  SD/ZIEBACH
 AI4068  COUNTRY     -  US
 AI4068  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4068
 AI4068                         *CURRENT SURVEY CONTROL
 AI4068  ______________________________________________________________________
 AI4068* NAD 83(1986) POSITION- 45 23 09.     (N) 101 42 25.     (W)   SCALED
 AI4068* NAVD 88 ORTHO HEIGHT -   703.491 (meters)     2308.04  (feet) ADJUSTED
 AI4068  ______________________________________________________________________
 AI4068  GEOID HEIGHT    -        -19.964 (meters)                     GEOID18
 AI4068  DYNAMIC HEIGHT  -        703.381 (meters)     2307.68  (feet) COMP
 AI4068  MODELED GRAVITY -    980,437.9   (mgal)                       NAVD 88
 AI4068
 AI4068  VERT ORDER      -  FIRST     CLASS II
 AI4068
 AI4068.The horizontal coordinates were scaled from a map and have
 AI4068.an estimated accuracy of +/- 6 seconds.
 AI4068
 AI4068.The orthometric height was determined by differential leveling and
 AI4068.adjusted by the NATIONAL GEODETIC SURVEY
 AI4068.in April 2000.
 AI4068
 AI4068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4068.GEOID18 height accuracy estimate available here.
 AI4068
 AI4068.Click photographs - Photos may exist for this station.
 AI4068
 AI4068.The dynamic height is computed by dividing the NAVD 88
 AI4068.geopotential number by the normal gravity value computed on the
 AI4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4068.degrees latitude (g = 980.6199 gals.).
 AI4068
 AI4068.The modeled gravity was interpolated from observed gravity values.
 AI4068
 AI4068;                    North         East    Units  Estimated Accuracy
 AI4068;SPC SD N     -   173,930.      466,340.      MT  (+/- 180 meters Scaled)
 AI4068
 AI4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR880293(NAD 83)
 AI4068
 AI4068                          SUPERSEDED SURVEY CONTROL
 AI4068
 AI4068.No superseded survey control is available for this station.
 AI4068
 AI4068_MARKER: DB = BENCH MARK DISK
 AI4068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4068_STAMPING: 20-126.72 1976 2306.55
 AI4068_MARK LOGO: SDHD
 AI4068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4068+STABILITY: SURFACE MOTION
 AI4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4068+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4068
 AI4068  HISTORY     - Date     Condition        Report By
 AI4068  HISTORY     - 1976     MONUMENTED       SDHD
 AI4068  HISTORY     - 19990622 GOOD             NGS
 AI4068
 AI4068                          STATION DESCRIPTION
 AI4068
 AI4068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4068'22.4 KM (13.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4068'OFFICE IN ISABEL, 418.3 M (1372.4 FT) WEST OF MILEPOST 127, 40.6 M
 AI4068'(133.2 FT) NORTHEAST OF THE NORTH HEADWALL OF A CULVERT UNDER THE
 AI4068'HIGHWAY, 30.1 M (98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3
 AI4068'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AI4068'POST AND THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.3 M (1.0 FT) NORTH OF
 AI4068'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4068'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4069 ***********************************************************************
 AI4069  CBN         -  This is a Cooperative Base Network Control Station.
 AI4069  DESIGNATION -  20 127.25
 AI4069  PID         -  AI4069
 AI4069  STATE/COUNTY-  SD/ZIEBACH
 AI4069  COUNTRY     -  US
 AI4069  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4069
 AI4069                         *CURRENT SURVEY CONTROL
 AI4069  ______________________________________________________________________
 AI4069* NAD 83(2011) POSITION- 45 23 08.06497(N) 101 41 46.82232(W)   ADJUSTED
 AI4069* NAD 83(2011) ELLIP HT-   681.551 (meters)        (06/27/12)   ADJUSTED
 AI4069* NAD 83(2011) EPOCH   -  2010.00
 AI4069* NAVD 88 ORTHO HEIGHT -   701.546 (meters)     2301.66  (feet) ADJUSTED
 AI4069  ______________________________________________________________________
 AI4069  GEOID HEIGHT    -        -19.990 (meters)                     GEOID18
 AI4069  NAD 83(2011) X  -   -909,761.235 (meters)                     COMP
 AI4069  NAD 83(2011) Y  - -4,394,484.655 (meters)                     COMP
 AI4069  NAD 83(2011) Z  -  4,518,031.573 (meters)                     COMP
 AI4069  LAPLACE CORR    -         -6.48  (seconds)                    DEFLEC18
 AI4069  DYNAMIC HEIGHT  -        701.438 (meters)     2301.30  (feet) COMP
 AI4069  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 AI4069
 AI4069  VERT ORDER      -  FIRST     CLASS II
 AI4069
 AI4069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4069  Standards:
 AI4069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4069  -------------------------------------------------------------------
 AI4069  NETWORK    0.64   1.27           0.29   0.22   0.65     -0.03879449
 AI4069  -------------------------------------------------------------------
 AI4069  Click here for local accuracies and other accuracy information.
 AI4069
 AI4069.The horizontal coordinates were established by GPS observations
 AI4069.and adjusted by the National Geodetic Survey in June 2012.
 AI4069
 AI4069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4069.been affixed to the stable North American tectonic plate. See 
 AI4069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4069
 AI4069.The horizontal coordinates are valid at the epoch date displayed above
 AI4069.which is a decimal equivalence of Year/Month/Day.
 AI4069
 AI4069.The orthometric height was determined by differential leveling and
 AI4069.adjusted by the NATIONAL GEODETIC SURVEY
 AI4069.in April 2000.
 AI4069
 AI4069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4069.GEOID18 height accuracy estimate available here.
 AI4069
 AI4069.Click photographs - Photos may exist for this station.
 AI4069
 AI4069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4069
 AI4069.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4069
 AI4069.The ellipsoidal height was determined by GPS observations
 AI4069.and is referenced to NAD 83.
 AI4069
 AI4069.The dynamic height is computed by dividing the NAVD 88
 AI4069.geopotential number by the normal gravity value computed on the
 AI4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4069.degrees latitude (g = 980.6199 gals.).
 AI4069
 AI4069.The modeled gravity was interpolated from observed gravity values.
 AI4069
 AI4069. The following values were computed from the NAD 83(2011) position.
 AI4069
 AI4069;                    North         East     Units Scale Factor Converg.
 AI4069;SPC SD N     -   173,882.940   467,164.648   MT  0.99995612   -1 12 02.0
 AI4069;SPC SD N     -   570,480.95  1,532,689.35   sFT  0.99995612   -1 12 02.0
 AI4069;UTM  14      - 5,029,321.076   288,918.290   MT  1.00014785   -1 55 12.3
 AI4069
 AI4069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4069!SPC SD N     -   0.99989316  x   0.99995612  =   0.99984928
 AI4069!UTM  14      -   0.99989316  x   1.00014785  =   1.00004099
 AI4069
 AI4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8891829321(NAD 83)
 AI4069
 AI4069                          SUPERSEDED SURVEY CONTROL
 AI4069
 AI4069  NAD 83(2007)-  45 23 08.06485(N)    101 41 46.82346(W) AD(2002.00) 0
 AI4069  ELLIP H (02/10/07)  681.579  (m)                       GP(2002.00)    
 AI4069  NAD 83(1996)-  45 23 08.06444(N)    101 41 46.82343(W) AD(       ) A
 AI4069  ELLIP H (06/23/03)  681.576  (m)                       GP(       ) 3 1
 AI4069  NAVD 88             701.55   (m)         2301.7    (f) LEVELING    3  
 AI4069
 AI4069.Superseded values are not recommended for survey control.
 AI4069
 AI4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4069.See file dsdata.pdf to determine how the superseded data were derived.
 AI4069
 AI4069_MARKER: Z = SEE DESCRIPTION
 AI4069_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4069_STAMPING: 20-127.25 1997
 AI4069_MARK LOGO: NGS
 AI4069_PROJECTION: FLUSH
 AI4069_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4069+STABILITY: POSITION/ELEVATION WELL
 AI4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4069+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2002
 AI4069_ROD/PIPE-DEPTH: 6.40 meters
 AI4069_SLEEVE-DEPTH  : 2.00 meters
 AI4069
 AI4069  HISTORY     - Date     Condition        Report By
 AI4069  HISTORY     - 1997     MONUMENTED       SDDT
 AI4069  HISTORY     - 19990622 GOOD             NGS
 AI4069  HISTORY     - 20020515 GOOD             SDDT
 AI4069
 AI4069                          STATION DESCRIPTION
 AI4069
 AI4069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4069'21.6 KM (13.40 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4069'OFFICE IN ISABEL, 392.2 M (1286.7 FT) EAST OF MILEPOST 127, 30.6 M
 AI4069'(100.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) EAST OF
 AI4069'THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST
 AI4069'AND FENCE, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0
 AI4069'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AI4069'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.
 AI4069'THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4069'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4069'IS ON HIGHWAY RIGHT-OF-WAY.
 AI4069
 AI4069                          STATION RECOVERY (2002)
 AI4069
 AI4069'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AI4069'RECOVERED AS DESCRIBED
 AI4069'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4070 ***********************************************************************
 AI4070  DESIGNATION -  20 127.83
 AI4070  PID         -  AI4070
 AI4070  STATE/COUNTY-  SD/ZIEBACH
 AI4070  COUNTRY     -  US
 AI4070  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4070
 AI4070                         *CURRENT SURVEY CONTROL
 AI4070  ______________________________________________________________________
 AI4070* NAD 83(1986) POSITION- 45 23 09.     (N) 101 41 04.     (W)   SCALED
 AI4070* NAVD 88 ORTHO HEIGHT -   699.147 (meters)     2293.78  (feet) ADJUSTED
 AI4070  ______________________________________________________________________
 AI4070  GEOID HEIGHT    -        -20.017 (meters)                     GEOID18
 AI4070  DYNAMIC HEIGHT  -        699.039 (meters)     2293.43  (feet) COMP
 AI4070  MODELED GRAVITY -    980,438.8   (mgal)                       NAVD 88
 AI4070
 AI4070  VERT ORDER      -  FIRST     CLASS II
 AI4070
 AI4070.The horizontal coordinates were scaled from a map and have
 AI4070.an estimated accuracy of +/- 6 seconds.
 AI4070
 AI4070.The orthometric height was determined by differential leveling and
 AI4070.adjusted by the NATIONAL GEODETIC SURVEY
 AI4070.in April 2000.
 AI4070
 AI4070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4070.GEOID18 height accuracy estimate available here.
 AI4070
 AI4070.Click photographs - Photos may exist for this station.
 AI4070
 AI4070.The dynamic height is computed by dividing the NAVD 88
 AI4070.geopotential number by the normal gravity value computed on the
 AI4070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4070.degrees latitude (g = 980.6199 gals.).
 AI4070
 AI4070.The modeled gravity was interpolated from observed gravity values.
 AI4070
 AI4070;                    North         East    Units  Estimated Accuracy
 AI4070;SPC SD N     -   173,890.      468,100.      MT  (+/- 180 meters Scaled)
 AI4070
 AI4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR898293(NAD 83)
 AI4070
 AI4070                          SUPERSEDED SURVEY CONTROL
 AI4070
 AI4070.No superseded survey control is available for this station.
 AI4070
 AI4070_MARKER: DB = BENCH MARK DISK
 AI4070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4070_STAMPING: 20-127.83 1976 2292.29
 AI4070_MARK LOGO: SDHD
 AI4070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4070+STABILITY: SURFACE MOTION
 AI4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4070+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4070
 AI4070  HISTORY     - Date     Condition        Report By
 AI4070  HISTORY     - 1976     MONUMENTED       SDHD
 AI4070  HISTORY     - 19990622 GOOD             NGS
 AI4070
 AI4070                          STATION DESCRIPTION
 AI4070
 AI4070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4070'20.6 KM (12.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4070'OFFICE IN ISABEL, 280.9 M (921.6 FT) WEST OF MILEPOST 128, 30.5 M
 AI4070'(100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) SOUTHWEST
 AI4070'OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AI4070'M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) NORTH OF
 AI4070'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4070'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4071 ***********************************************************************
 AI4071  DESIGNATION -  20 128.74
 AI4071  PID         -  AI4071
 AI4071  STATE/COUNTY-  SD/ZIEBACH
 AI4071  COUNTRY     -  US
 AI4071  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4071
 AI4071                         *CURRENT SURVEY CONTROL
 AI4071  ______________________________________________________________________
 AI4071* NAD 83(1986) POSITION- 45 23 10.     (N) 101 39 56.     (W)   SCALED
 AI4071* NAVD 88 ORTHO HEIGHT -   693.116 (meters)     2274.00  (feet) ADJUSTED
 AI4071  ______________________________________________________________________
 AI4071  GEOID HEIGHT    -        -20.060 (meters)                     GEOID18
 AI4071  DYNAMIC HEIGHT  -        693.009 (meters)     2273.65  (feet) COMP
 AI4071  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 AI4071
 AI4071  VERT ORDER      -  FIRST     CLASS II
 AI4071
 AI4071.The horizontal coordinates were scaled from a map and have
 AI4071.an estimated accuracy of +/- 6 seconds.
 AI4071
 AI4071.The orthometric height was determined by differential leveling and
 AI4071.adjusted by the NATIONAL GEODETIC SURVEY
 AI4071.in April 2000.
 AI4071
 AI4071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4071.GEOID18 height accuracy estimate available here.
 AI4071
 AI4071.Click photographs - Photos may exist for this station.
 AI4071
 AI4071.The dynamic height is computed by dividing the NAVD 88
 AI4071.geopotential number by the normal gravity value computed on the
 AI4071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4071.degrees latitude (g = 980.6199 gals.).
 AI4071
 AI4071.The modeled gravity was interpolated from observed gravity values.
 AI4071
 AI4071;                    North         East    Units  Estimated Accuracy
 AI4071;SPC SD N     -   173,890.      469,580.      MT  (+/- 180 meters Scaled)
 AI4071
 AI4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR913293(NAD 83)
 AI4071
 AI4071                          SUPERSEDED SURVEY CONTROL
 AI4071
 AI4071.No superseded survey control is available for this station.
 AI4071
 AI4071_MARKER: DB = BENCH MARK DISK
 AI4071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4071_STAMPING: 20-128.74 1976 2272.50
 AI4071_MARK LOGO: SDHD
 AI4071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4071+STABILITY: SURFACE MOTION
 AI4071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4071+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4071
 AI4071  HISTORY     - Date     Condition        Report By
 AI4071  HISTORY     - 1976     MONUMENTED       SDHD
 AI4071  HISTORY     - 19990622 GOOD             NGS
 AI4071
 AI4071                          STATION DESCRIPTION
 AI4071
 AI4071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4071'19.2 KM (11.95 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4071'OFFICE IN ISABEL, 430.5 M (1412.4 FT) WEST OF MILEPOST 129, 30.0 M
 AI4071'(98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.0 M (59.1 FT)
 AI4071'WEST-SOUTHWEST OF A UTILITY POLE, 0.7 M (2.3 FT) SOUTH OF A WITNESS
 AI4071'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AI4071'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4071'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4072 ***********************************************************************
 AI4072  DESIGNATION -  20 129.86
 AI4072  PID         -  AI4072
 AI4072  STATE/COUNTY-  SD/ZIEBACH
 AI4072  COUNTRY     -  US
 AI4072  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4072
 AI4072                         *CURRENT SURVEY CONTROL
 AI4072  ______________________________________________________________________
 AI4072* NAD 83(1986) POSITION- 45 23 09.     (N) 101 38 32.     (W)   SCALED
 AI4072* NAVD 88 ORTHO HEIGHT -   719.451 (meters)     2360.40  (feet) ADJUSTED
 AI4072  ______________________________________________________________________
 AI4072  GEOID HEIGHT    -        -20.110 (meters)                     GEOID18
 AI4072  DYNAMIC HEIGHT  -        719.342 (meters)     2360.04  (feet) COMP
 AI4072  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 AI4072
 AI4072  VERT ORDER      -  FIRST     CLASS II
 AI4072
 AI4072.The horizontal coordinates were scaled from a map and have
 AI4072.an estimated accuracy of +/- 6 seconds.
 AI4072
 AI4072.The orthometric height was determined by differential leveling and
 AI4072.adjusted by the NATIONAL GEODETIC SURVEY
 AI4072.in April 2000.
 AI4072
 AI4072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4072.GEOID18 height accuracy estimate available here.
 AI4072
 AI4072.Click photographs - Photos may exist for this station.
 AI4072
 AI4072.The dynamic height is computed by dividing the NAVD 88
 AI4072.geopotential number by the normal gravity value computed on the
 AI4072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4072.degrees latitude (g = 980.6199 gals.).
 AI4072
 AI4072.The modeled gravity was interpolated from observed gravity values.
 AI4072
 AI4072;                    North         East    Units  Estimated Accuracy
 AI4072;SPC SD N     -   173,820.      471,400.      MT  (+/- 180 meters Scaled)
 AI4072
 AI4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR931292(NAD 83)
 AI4072
 AI4072                          SUPERSEDED SURVEY CONTROL
 AI4072
 AI4072.No superseded survey control is available for this station.
 AI4072
 AI4072_MARKER: DB = BENCH MARK DISK
 AI4072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4072_STAMPING: 20-129.86 1976 2358.92
 AI4072_MARK LOGO: SDHD
 AI4072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4072+STABILITY: SURFACE MOTION
 AI4072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4072+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4072
 AI4072  HISTORY     - Date     Condition        Report By
 AI4072  HISTORY     - 1976     MONUMENTED       SDHD
 AI4072  HISTORY     - 19990622 GOOD             NGS
 AI4072
 AI4072                          STATION DESCRIPTION
 AI4072
 AI4072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4072'17.4 KM (10.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4072'OFFICE IN ISABEL, 226.0 M (741.5 FT) WEST OF MILEPOST 130, 30.3 M
 AI4072'(99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT) EAST OF
 AI4072'THE MOST EASTERLY OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT) SOUTH OF A
 AI4072'WITNESS POST AND FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M
 AI4072'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AI4072'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4072'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4073 ***********************************************************************
 AI4073  DESIGNATION -  20 130.62
 AI4073  PID         -  AI4073
 AI4073  STATE/COUNTY-  SD/ZIEBACH
 AI4073  COUNTRY     -  US
 AI4073  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4073
 AI4073                         *CURRENT SURVEY CONTROL
 AI4073  ______________________________________________________________________
 AI4073* NAD 83(1986) POSITION- 45 23 09.     (N) 101 37 36.     (W)   SCALED
 AI4073* NAVD 88 ORTHO HEIGHT -   701.204 (meters)     2300.53  (feet) ADJUSTED
 AI4073  ______________________________________________________________________
 AI4073  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 AI4073  DYNAMIC HEIGHT  -        701.097 (meters)     2300.18  (feet) COMP
 AI4073  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 AI4073
 AI4073  VERT ORDER      -  FIRST     CLASS II
 AI4073
 AI4073.The horizontal coordinates were scaled from a map and have
 AI4073.an estimated accuracy of +/- 6 seconds.
 AI4073
 AI4073.The orthometric height was determined by differential leveling and
 AI4073.adjusted by the NATIONAL GEODETIC SURVEY
 AI4073.in April 2000.
 AI4073
 AI4073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4073.GEOID18 height accuracy estimate available here.
 AI4073
 AI4073.Click photographs - Photos may exist for this station.
 AI4073
 AI4073.The dynamic height is computed by dividing the NAVD 88
 AI4073.geopotential number by the normal gravity value computed on the
 AI4073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4073.degrees latitude (g = 980.6199 gals.).
 AI4073
 AI4073.The modeled gravity was interpolated from observed gravity values.
 AI4073
 AI4073;                    North         East    Units  Estimated Accuracy
 AI4073;SPC SD N     -   173,800.      472,620.      MT  (+/- 180 meters Scaled)
 AI4073
 AI4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR943291(NAD 83)
 AI4073
 AI4073                          SUPERSEDED SURVEY CONTROL
 AI4073
 AI4073.No superseded survey control is available for this station.
 AI4073
 AI4073_MARKER: DB = BENCH MARK DISK
 AI4073_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4073_SP_SET: ABUTMENT
 AI4073_STAMPING: 20-130.62
 AI4073_MARK LOGO: SDHD
 AI4073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4073+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4073
 AI4073  HISTORY     - Date     Condition        Report By
 AI4073  HISTORY     - 1993     MONUMENTED       SDHD
 AI4073  HISTORY     - 19990622 GOOD             NGS
 AI4073
 AI4073                          STATION DESCRIPTION
 AI4073
 AI4073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4073'16.1 KM (10.00 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4073'OFFICE IN ISABEL, IN TOP OF AND 2.3 M (7.5 FT) NORTH OF THE SOUTH END
 AI4073'OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING A CREEK,
 AI4073'591.1 M (1939.3 FT) WEST OF MILEPOST 131, 6.1 M (20.0 FT) SOUTH OF THE
 AI4073'HIGHWAY CENTERLINE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND 0.1 M
 AI4073'(0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON
 AI4073'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4074 ***********************************************************************
 AI4074  DESIGNATION -  20 130.67
 AI4074  PID         -  AI4074
 AI4074  STATE/COUNTY-  SD/ZIEBACH
 AI4074  COUNTRY     -  US
 AI4074  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4074
 AI4074                         *CURRENT SURVEY CONTROL
 AI4074  ______________________________________________________________________
 AI4074* NAD 83(1986) POSITION- 45 23 09.     (N) 101 37 33.     (W)   SCALED
 AI4074* NAVD 88 ORTHO HEIGHT -   701.102 (meters)     2300.20  (feet) ADJUSTED
 AI4074  ______________________________________________________________________
 AI4074  GEOID HEIGHT    -        -20.145 (meters)                     GEOID18
 AI4074  DYNAMIC HEIGHT  -        700.996 (meters)     2299.85  (feet) COMP
 AI4074  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 AI4074
 AI4074  VERT ORDER      -  FIRST     CLASS II
 AI4074
 AI4074.The horizontal coordinates were scaled from a map and have
 AI4074.an estimated accuracy of +/- 6 seconds.
 AI4074
 AI4074.The orthometric height was determined by differential leveling and
 AI4074.adjusted by the NATIONAL GEODETIC SURVEY
 AI4074.in April 2000.
 AI4074
 AI4074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4074.GEOID18 height accuracy estimate available here.
 AI4074
 AI4074.Click photographs - Photos may exist for this station.
 AI4074
 AI4074.The dynamic height is computed by dividing the NAVD 88
 AI4074.geopotential number by the normal gravity value computed on the
 AI4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4074.degrees latitude (g = 980.6199 gals.).
 AI4074
 AI4074.The modeled gravity was interpolated from observed gravity values.
 AI4074
 AI4074;                    North         East    Units  Estimated Accuracy
 AI4074;SPC SD N     -   173,800.      472,690.      MT  (+/- 180 meters Scaled)
 AI4074
 AI4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR944291(NAD 83)
 AI4074
 AI4074                          SUPERSEDED SURVEY CONTROL
 AI4074
 AI4074.No superseded survey control is available for this station.
 AI4074
 AI4074_MARKER: DB = BENCH MARK DISK
 AI4074_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4074_SP_SET: ABUTMENT
 AI4074_STAMPING: 20-130.67 1976 2298.80
 AI4074_MARK LOGO: SDHD
 AI4074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4074+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4074
 AI4074  HISTORY     - Date     Condition        Report By
 AI4074  HISTORY     - 1976     MONUMENTED       SDHD
 AI4074  HISTORY     - 19990622 GOOD             NGS
 AI4074
 AI4074                          STATION DESCRIPTION
 AI4074
 AI4074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4074'16.1 KM (10.00 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4074'OFFICE IN ISABEL, IN TOP OF AND 2.2 M (7.2 FT) SOUTH OF THE NORTH END
 AI4074'OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING A CREEK,
 AI4074'543.5 M (1783.1 FT) WEST OF MILEPOST 131, 6.0 M (19.7 FT) NORTH OF THE
 AI4074'HIGHWAY CENTERLINE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND 0.1 M
 AI4074'(0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON
 AI4074'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4075 ***********************************************************************
 AI4075  DESIGNATION -  20 130.71
 AI4075  PID         -  AI4075
 AI4075  STATE/COUNTY-  SD/ZIEBACH
 AI4075  COUNTRY     -  US
 AI4075  USGS QUAD   -  IRISH CREEK NW (2017)
 AI4075
 AI4075                         *CURRENT SURVEY CONTROL
 AI4075  ______________________________________________________________________
 AI4075* NAD 83(1986) POSITION- 45 23 12.     (N) 101 37 29.     (W)   SCALED
 AI4075* NAVD 88 ORTHO HEIGHT -   698.803 (meters)     2292.66  (feet) ADJUSTED
 AI4075  ______________________________________________________________________
 AI4075  GEOID HEIGHT    -        -20.147 (meters)                     GEOID18
 AI4075  DYNAMIC HEIGHT  -        698.697 (meters)     2292.31  (feet) COMP
 AI4075  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 AI4075
 AI4075  VERT ORDER      -  FIRST     CLASS II
 AI4075
 AI4075.The horizontal coordinates were scaled from a map and have
 AI4075.an estimated accuracy of +/- 6 seconds.
 AI4075
 AI4075.The orthometric height was determined by differential leveling and
 AI4075.adjusted by the NATIONAL GEODETIC SURVEY
 AI4075.in April 2000.
 AI4075
 AI4075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4075.GEOID18 height accuracy estimate available here.
 AI4075
 AI4075.Click photographs - Photos may exist for this station.
 AI4075
 AI4075.The dynamic height is computed by dividing the NAVD 88
 AI4075.geopotential number by the normal gravity value computed on the
 AI4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4075.degrees latitude (g = 980.6199 gals.).
 AI4075
 AI4075.The modeled gravity was interpolated from observed gravity values.
 AI4075
 AI4075;                    North         East    Units  Estimated Accuracy
 AI4075;SPC SD N     -   173,890.      472,770.      MT  (+/- 180 meters Scaled)
 AI4075
 AI4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR945292(NAD 83)
 AI4075
 AI4075                          SUPERSEDED SURVEY CONTROL
 AI4075
 AI4075.No superseded survey control is available for this station.
 AI4075
 AI4075_MARKER: DB = BENCH MARK DISK
 AI4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4075_STAMPING: 20-130.71 1976 2291.
 AI4075_MARK LOGO: SDHD
 AI4075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4075+STABILITY: SURFACE MOTION
 AI4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4075+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4075
 AI4075  HISTORY     - Date     Condition        Report By
 AI4075  HISTORY     - 1976     MONUMENTED       SDHD
 AI4075  HISTORY     - 19990622 GOOD             NGS
 AI4075
 AI4075                          STATION DESCRIPTION
 AI4075
 AI4075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4075'15.9 KM (9.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4075'IN ISABEL, 419.9 M (1377.6 FT) WEST OF MILEPOST 131, 30.2 M (99.1 FT)
 AI4075'NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AI4075'HIGHWAY, 1.8 M (5.9 FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 AI4075'SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AI4075'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4075'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4076 ***********************************************************************
 AI4076  DESIGNATION -  20 131.75
 AI4076  PID         -  AI4076
 AI4076  STATE/COUNTY-  SD/ZIEBACH
 AI4076  COUNTRY     -  US
 AI4076  USGS QUAD   -  IRISH CREEK NE (2017)
 AI4076
 AI4076                         *CURRENT SURVEY CONTROL
 AI4076  ______________________________________________________________________
 AI4076* NAD 83(1986) POSITION- 45 23 10.     (N) 101 36 15.     (W)   SCALED
 AI4076* NAVD 88 ORTHO HEIGHT -   721.207 (meters)     2366.16  (feet) ADJUSTED
 AI4076  ______________________________________________________________________
 AI4076  GEOID HEIGHT    -        -20.190 (meters)                     GEOID18
 AI4076  DYNAMIC HEIGHT  -        721.099 (meters)     2365.81  (feet) COMP
 AI4076  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 AI4076
 AI4076  VERT ORDER      -  FIRST     CLASS II
 AI4076
 AI4076.The horizontal coordinates were scaled from a map and have
 AI4076.an estimated accuracy of +/- 6 seconds.
 AI4076
 AI4076.The orthometric height was determined by differential leveling and
 AI4076.adjusted by the NATIONAL GEODETIC SURVEY
 AI4076.in April 2000.
 AI4076
 AI4076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4076.GEOID18 height accuracy estimate available here.
 AI4076
 AI4076.Click photographs - Photos may exist for this station.
 AI4076
 AI4076.The dynamic height is computed by dividing the NAVD 88
 AI4076.geopotential number by the normal gravity value computed on the
 AI4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4076.degrees latitude (g = 980.6199 gals.).
 AI4076
 AI4076.The modeled gravity was interpolated from observed gravity values.
 AI4076
 AI4076;                    North         East    Units  Estimated Accuracy
 AI4076;SPC SD N     -   173,800.      474,380.      MT  (+/- 180 meters Scaled)
 AI4076
 AI4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR961291(NAD 83)
 AI4076
 AI4076                          SUPERSEDED SURVEY CONTROL
 AI4076
 AI4076.No superseded survey control is available for this station.
 AI4076
 AI4076_MARKER: Z = SEE DESCRIPTION
 AI4076_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4076_STAMPING: 20-131.75 1997
 AI4076_MARK LOGO: NGS
 AI4076_PROJECTION: FLUSH
 AI4076_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4076+STABILITY: POSITION/ELEVATION WELL
 AI4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4076+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4076_ROD/PIPE-DEPTH: 6.4 meters
 AI4076_SLEEVE-DEPTH  : 2.0 meters
 AI4076
 AI4076  HISTORY     - Date     Condition        Report By
 AI4076  HISTORY     - 1997     MONUMENTED       SDDT
 AI4076  HISTORY     - 19990622 GOOD             NGS
 AI4076
 AI4076                          STATION DESCRIPTION
 AI4076
 AI4076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4076'14.4 KM (8.95 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4076'IN ISABEL, 451.5 M (1481.3 FT) WEST OF MILEPOST 132, 43.5 M (142.7 FT)
 AI4076'NORTH OF THE HIGHWAY CENTERLINE, 26.6 M (87.3 FT) NORTHWEST OF A
 AI4076'UTILITY POLE, 12.7 M (41.7 FT) NORTH OF A FENCE CORNER, 1.5 M (4.9 FT)
 AI4076'BELOW THE LEVEL OF THE HIGHWAY, 1.4 M (4.6 FT) SOUTHEAST OF A T-FENCE
 AI4076'CORNER, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.4 M
 AI4076'(1.3 FT) NORTH OF A METAL GUARD POST. NOTE--ACCESS TO THE DATUM POINT
 AI4076'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.
 AI4076'THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4076'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4076'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4077 ***********************************************************************
 AI4077  DESIGNATION -  20 133.02
 AI4077  PID         -  AI4077
 AI4077  STATE/COUNTY-  SD/ZIEBACH
 AI4077  COUNTRY     -  US
 AI4077  USGS QUAD   -  IRISH CREEK NE (2017)
 AI4077
 AI4077                         *CURRENT SURVEY CONTROL
 AI4077  ______________________________________________________________________
 AI4077* NAD 83(1986) POSITION- 45 23 09.     (N) 101 34 38.     (W)   SCALED
 AI4077* NAVD 88 ORTHO HEIGHT -   729.063 (meters)     2391.93  (feet) ADJUSTED
 AI4077  ______________________________________________________________________
 AI4077  GEOID HEIGHT    -        -20.247 (meters)                     GEOID18
 AI4077  DYNAMIC HEIGHT  -        728.954 (meters)     2391.58  (feet) COMP
 AI4077  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 AI4077
 AI4077  VERT ORDER      -  FIRST     CLASS II
 AI4077
 AI4077.The horizontal coordinates were scaled from a map and have
 AI4077.an estimated accuracy of +/- 6 seconds.
 AI4077
 AI4077.The orthometric height was determined by differential leveling and
 AI4077.adjusted by the NATIONAL GEODETIC SURVEY
 AI4077.in April 2000.
 AI4077
 AI4077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4077.GEOID18 height accuracy estimate available here.
 AI4077
 AI4077.Click photographs - Photos may exist for this station.
 AI4077
 AI4077.The dynamic height is computed by dividing the NAVD 88
 AI4077.geopotential number by the normal gravity value computed on the
 AI4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4077.degrees latitude (g = 980.6199 gals.).
 AI4077
 AI4077.The modeled gravity was interpolated from observed gravity values.
 AI4077
 AI4077;                    North         East    Units  Estimated Accuracy
 AI4077;SPC SD N     -   173,720.      476,490.      MT  (+/- 180 meters Scaled)
 AI4077
 AI4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR982290(NAD 83)
 AI4077
 AI4077                          SUPERSEDED SURVEY CONTROL
 AI4077
 AI4077.No superseded survey control is available for this station.
 AI4077
 AI4077_MARKER: DB = BENCH MARK DISK
 AI4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4077_STAMPING: 20-133.02 1977 2390.51
 AI4077_MARK LOGO: SDHD
 AI4077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4077+STABILITY: SURFACE MOTION
 AI4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4077+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4077
 AI4077  HISTORY     - Date     Condition        Report By
 AI4077  HISTORY     - 1977     MONUMENTED       SDHD
 AI4077  HISTORY     - 19990622 GOOD             NGS
 AI4077
 AI4077                          STATION DESCRIPTION
 AI4077
 AI4077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4077'12.3 KM (7.65 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4077'IN ISABEL, 58.8 M (192.9 FT) NORTHEAST OF MILEPOST 133, 30.1 M (98.8
 AI4077'FT) NORTH OF THE HIGHWAY CENTERLINE, 15.8 M (51.8 FT) WEST OF A
 AI4077'UTILITY POLE, 12.2 M (40.0 FT) SOUTHEAST OF A FENCE CORNER, 1.0 M (3.3
 AI4077'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AI4077'POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AI4077'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4077'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4078 ***********************************************************************
 AI4078  DESIGNATION -  20 133.97
 AI4078  PID         -  AI4078
 AI4078  STATE/COUNTY-  SD/ZIEBACH
 AI4078  COUNTRY     -  US
 AI4078  USGS QUAD   -  IRISH CREEK NE (2017)
 AI4078
 AI4078                         *CURRENT SURVEY CONTROL
 AI4078  ______________________________________________________________________
 AI4078* NAD 83(1986) POSITION- 45 23 09.     (N) 101 33 31.     (W)   SCALED
 AI4078* NAVD 88 ORTHO HEIGHT -   726.315 (meters)     2382.92  (feet) ADJUSTED
 AI4078  ______________________________________________________________________
 AI4078  GEOID HEIGHT    -        -20.288 (meters)                     GEOID18
 AI4078  DYNAMIC HEIGHT  -        726.206 (meters)     2382.56  (feet) COMP
 AI4078  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 AI4078
 AI4078  VERT ORDER      -  FIRST     CLASS II
 AI4078
 AI4078.The horizontal coordinates were scaled from a map and have
 AI4078.an estimated accuracy of +/- 6 seconds.
 AI4078
 AI4078.The orthometric height was determined by differential leveling and
 AI4078.adjusted by the NATIONAL GEODETIC SURVEY
 AI4078.in April 2000.
 AI4078
 AI4078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4078.GEOID18 height accuracy estimate available here.
 AI4078
 AI4078.Click photographs - Photos may exist for this station.
 AI4078
 AI4078.The dynamic height is computed by dividing the NAVD 88
 AI4078.geopotential number by the normal gravity value computed on the
 AI4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4078.degrees latitude (g = 980.6199 gals.).
 AI4078
 AI4078.The modeled gravity was interpolated from observed gravity values.
 AI4078
 AI4078;                    North         East    Units  Estimated Accuracy
 AI4078;SPC SD N     -   173,700.      477,950.      MT  (+/- 180 meters Scaled)
 AI4078
 AI4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR997289(NAD 83)
 AI4078
 AI4078                          SUPERSEDED SURVEY CONTROL
 AI4078
 AI4078.No superseded survey control is available for this station.
 AI4078
 AI4078_MARKER: DB = BENCH MARK DISK
 AI4078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4078_STAMPING: 20-133.97 1977 2381.54
 AI4078_MARK LOGO: SDHD
 AI4078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4078+STABILITY: SURFACE MOTION
 AI4078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4078+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4078
 AI4078  HISTORY     - Date     Condition        Report By
 AI4078  HISTORY     - 1977     MONUMENTED       SDHD
 AI4078  HISTORY     - 19990622 GOOD             NGS
 AI4078
 AI4078                          STATION DESCRIPTION
 AI4078
 AI4078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4078'10.8 KM (6.70 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4078'IN ISABEL, 121.3 M (398.0 FT) WEST OF MILEPOST 134, 30.4 M (99.7 FT)
 AI4078'NORTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) WEST OF THE CENTER
 AI4078'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI4078'0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) NORTH
 AI4078'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4078'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4079 ***********************************************************************
 AI4079  DESIGNATION -  20 134.94
 AI4079  PID         -  AI4079
 AI4079  STATE/COUNTY-  SD/ZIEBACH
 AI4079  COUNTRY     -  US
 AI4079  USGS QUAD   -  IRISH CREEK NE (2017)
 AI4079
 AI4079                         *CURRENT SURVEY CONTROL
 AI4079  ______________________________________________________________________
 AI4079* NAD 83(1986) POSITION- 45 23 09.     (N) 101 32 16.     (W)   SCALED
 AI4079* NAVD 88 ORTHO HEIGHT -   718.393 (meters)     2356.93  (feet) ADJUSTED
 AI4079  ______________________________________________________________________
 AI4079  GEOID HEIGHT    -        -20.335 (meters)                     GEOID18
 AI4079  DYNAMIC HEIGHT  -        718.284 (meters)     2356.57  (feet) COMP
 AI4079  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 AI4079
 AI4079  VERT ORDER      -  FIRST     CLASS II
 AI4079
 AI4079.The horizontal coordinates were scaled from a map and have
 AI4079.an estimated accuracy of +/- 6 seconds.
 AI4079
 AI4079.The orthometric height was determined by differential leveling and
 AI4079.adjusted by the NATIONAL GEODETIC SURVEY
 AI4079.in April 2000.
 AI4079
 AI4079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4079.GEOID18 height accuracy estimate available here.
 AI4079
 AI4079.Click photographs - Photos may exist for this station.
 AI4079
 AI4079.The dynamic height is computed by dividing the NAVD 88
 AI4079.geopotential number by the normal gravity value computed on the
 AI4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4079.degrees latitude (g = 980.6199 gals.).
 AI4079
 AI4079.The modeled gravity was interpolated from observed gravity values.
 AI4079
 AI4079;                    North         East    Units  Estimated Accuracy
 AI4079;SPC SD N     -   173,660.      479,580.      MT  (+/- 180 meters Scaled)
 AI4079
 AI4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR013289(NAD 83)
 AI4079
 AI4079                          SUPERSEDED SURVEY CONTROL
 AI4079
 AI4079.No superseded survey control is available for this station.
 AI4079
 AI4079_MARKER: DB = BENCH MARK DISK
 AI4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4079_STAMPING: 20-134.94 1977 2355.50
 AI4079_MARK LOGO: SDHD
 AI4079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4079+STABILITY: SURFACE MOTION
 AI4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4079+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4079
 AI4079  HISTORY     - Date     Condition        Report By
 AI4079  HISTORY     - 1977     MONUMENTED       SDHD
 AI4079  HISTORY     - 19990622 GOOD             NGS
 AI4079
 AI4079                          STATION DESCRIPTION
 AI4079
 AI4079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4079'9.2 KM (5.70 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4079'IN ISABEL, 90.9 M (298.2 FT) WEST OF MILEPOST 135, 30.1 M (98.8 FT)
 AI4079'NORTH OF THE HIGHWAY CENTERLINE, 17.3 M (56.8 FT) WEST OF UNDERGROUND
 AI4079'CABLE JUNCTION BOX NUMBER W 15A, 10.5 M (34.4 FT) EAST OF A T-JUNCTION
 AI4079'UTILITY POLE WITH A TRANSFORMER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AI4079'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7
 AI4079'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4079'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4080 ***********************************************************************
 AI4080  DESIGNATION -  20 135.95
 AI4080  PID         -  AI4080
 AI4080  STATE/COUNTY-  SD/ZIEBACH
 AI4080  COUNTRY     -  US
 AI4080  USGS QUAD   -  IRISH CREEK NE (2017)
 AI4080
 AI4080                         *CURRENT SURVEY CONTROL
 AI4080  ______________________________________________________________________
 AI4080* NAD 83(1986) POSITION- 45 23 09.     (N) 101 31 01.     (W)   SCALED
 AI4080* NAVD 88 ORTHO HEIGHT -   716.593 (meters)     2351.02  (feet) ADJUSTED
 AI4080  ______________________________________________________________________
 AI4080  GEOID HEIGHT    -        -20.381 (meters)                     GEOID18
 AI4080  DYNAMIC HEIGHT  -        716.483 (meters)     2350.66  (feet) COMP
 AI4080  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 AI4080
 AI4080  VERT ORDER      -  FIRST     CLASS II
 AI4080
 AI4080.The horizontal coordinates were scaled from a map and have
 AI4080.an estimated accuracy of +/- 6 seconds.
 AI4080
 AI4080.The orthometric height was determined by differential leveling and
 AI4080.adjusted by the NATIONAL GEODETIC SURVEY
 AI4080.in April 2000.
 AI4080
 AI4080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4080.GEOID18 height accuracy estimate available here.
 AI4080
 AI4080.Click photographs - Photos may exist for this station.
 AI4080
 AI4080.The dynamic height is computed by dividing the NAVD 88
 AI4080.geopotential number by the normal gravity value computed on the
 AI4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4080.degrees latitude (g = 980.6199 gals.).
 AI4080
 AI4080.The modeled gravity was interpolated from observed gravity values.
 AI4080
 AI4080;                    North         East    Units  Estimated Accuracy
 AI4080;SPC SD N     -   173,630.      481,210.      MT  (+/- 180 meters Scaled)
 AI4080
 AI4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR029288(NAD 83)
 AI4080
 AI4080                          SUPERSEDED SURVEY CONTROL
 AI4080
 AI4080.No superseded survey control is available for this station.
 AI4080
 AI4080_MARKER: DB = BENCH MARK DISK
 AI4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4080_STAMPING: 20-135.95 1977 2349.63
 AI4080_MARK LOGO: SDHD
 AI4080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4080+STABILITY: SURFACE MOTION
 AI4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4080+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4080
 AI4080  HISTORY     - Date     Condition        Report By
 AI4080  HISTORY     - 1977     MONUMENTED       SDHD
 AI4080  HISTORY     - 19990622 GOOD             NGS
 AI4080
 AI4080                          STATION DESCRIPTION
 AI4080
 AI4080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4080'7.6 KM (4.70 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4080'IN ISABEL, 80.3 M (263.5 FT) WEST OF MILEPOST 136, 30.0 M (98.4 FT)
 AI4080'NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) SOUTH OF A UTILITY
 AI4080'POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 AI4080'SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AI4080'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI4080'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4081 ***********************************************************************
 AI4081  DESIGNATION -  20 136.25
 AI4081  PID         -  AI4081
 AI4081  STATE/COUNTY-  SD/ZIEBACH
 AI4081  COUNTRY     -  US
 AI4081  USGS QUAD   -  IRISH CREEK NE (2017)
 AI4081
 AI4081                         *CURRENT SURVEY CONTROL
 AI4081  ______________________________________________________________________
 AI4081* NAD 83(1986) POSITION- 45 23 10.     (N) 101 30 42.     (W)   SCALED
 AI4081* NAVD 88 ORTHO HEIGHT -   722.205 (meters)     2369.43  (feet) ADJUSTED
 AI4081  ______________________________________________________________________
 AI4081  GEOID HEIGHT    -        -20.392 (meters)                     GEOID18
 AI4081  DYNAMIC HEIGHT  -        722.094 (meters)     2369.07  (feet) COMP
 AI4081  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 AI4081
 AI4081  VERT ORDER      -  FIRST     CLASS II
 AI4081
 AI4081.The horizontal coordinates were scaled from a map and have
 AI4081.an estimated accuracy of +/- 6 seconds.
 AI4081
 AI4081.The orthometric height was determined by differential leveling and
 AI4081.adjusted by the NATIONAL GEODETIC SURVEY
 AI4081.in April 2000.
 AI4081
 AI4081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4081.GEOID18 height accuracy estimate available here.
 AI4081
 AI4081.Click photographs - Photos may exist for this station.
 AI4081
 AI4081.The dynamic height is computed by dividing the NAVD 88
 AI4081.geopotential number by the normal gravity value computed on the
 AI4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4081.degrees latitude (g = 980.6199 gals.).
 AI4081
 AI4081.The modeled gravity was interpolated from observed gravity values.
 AI4081
 AI4081;                    North         East    Units  Estimated Accuracy
 AI4081;SPC SD N     -   173,660.      481,630.      MT  (+/- 180 meters Scaled)
 AI4081
 AI4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR033289(NAD 83)
 AI4081
 AI4081                          SUPERSEDED SURVEY CONTROL
 AI4081
 AI4081.No superseded survey control is available for this station.
 AI4081
 AI4081_MARKER: Z = SEE DESCRIPTION
 AI4081_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4081_STAMPING: 20 136.25 1997
 AI4081_MARK LOGO: NGS
 AI4081_PROJECTION: FLUSH
 AI4081_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4081+STABILITY: POSITION/ELEVATION WELL
 AI4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4081+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4081_ROD/PIPE-DEPTH: 6.4 meters
 AI4081_SLEEVE-DEPTH  : 2.0 meters
 AI4081
 AI4081  HISTORY     - Date     Condition        Report By
 AI4081  HISTORY     - 1997     MONUMENTED       SDDT
 AI4081  HISTORY     - 19990622 GOOD             NGS
 AI4081
 AI4081                          STATION DESCRIPTION
 AI4081
 AI4081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4081'7.1 KM (4.40 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4081'IN ISABEL, 368.4 M (1208.7 FT) EAST OF MILEPOST 136, 42.9 M (140.7 FT)
 AI4081'NORTH OF THE HIGHWAY CENTERLINE, 8.9 M (29.2 FT) EAST OF THE CENTER OF
 AI4081'A TRACK ROAD, 5.7 M (18.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 AI4081'0.5 M (1.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AI4081'HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A METAL GUARD POST, AND 0.3 M
 AI4081'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AI4081'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE
 AI4081'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4081'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4081'IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4082 ***********************************************************************
 AI4082  DESIGNATION -  20 136.92
 AI4082  PID         -  AI4082
 AI4082  STATE/COUNTY-  SD/ZIEBACH
 AI4082  COUNTRY     -  US
 AI4082  USGS QUAD   -  ISABEL (2017)
 AI4082
 AI4082                         *CURRENT SURVEY CONTROL
 AI4082  ______________________________________________________________________
 AI4082* NAD 83(1986) POSITION- 45 23 10.     (N) 101 29 48.     (W)   SCALED
 AI4082* NAVD 88 ORTHO HEIGHT -   715.013 (meters)     2345.84  (feet) ADJUSTED
 AI4082  ______________________________________________________________________
 AI4082  GEOID HEIGHT    -        -20.425 (meters)                     GEOID18
 AI4082  DYNAMIC HEIGHT  -        714.902 (meters)     2345.47  (feet) COMP
 AI4082  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 AI4082
 AI4082  VERT ORDER      -  FIRST     CLASS II
 AI4082
 AI4082.The horizontal coordinates were scaled from a map and have
 AI4082.an estimated accuracy of +/- 6 seconds.
 AI4082
 AI4082.The orthometric height was determined by differential leveling and
 AI4082.adjusted by the NATIONAL GEODETIC SURVEY
 AI4082.in April 2000.
 AI4082
 AI4082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4082.GEOID18 height accuracy estimate available here.
 AI4082
 AI4082.Click photographs - Photos may exist for this station.
 AI4082
 AI4082.The dynamic height is computed by dividing the NAVD 88
 AI4082.geopotential number by the normal gravity value computed on the
 AI4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4082.degrees latitude (g = 980.6199 gals.).
 AI4082
 AI4082.The modeled gravity was interpolated from observed gravity values.
 AI4082
 AI4082;                    North         East    Units  Estimated Accuracy
 AI4082;SPC SD N     -   173,630.      482,800.      MT  (+/- 180 meters Scaled)
 AI4082
 AI4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR045288(NAD 83)
 AI4082
 AI4082                          SUPERSEDED SURVEY CONTROL
 AI4082
 AI4082.No superseded survey control is available for this station.
 AI4082
 AI4082_MARKER: DB = BENCH MARK DISK
 AI4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4082_STAMPING: 20-136.92 1977 2344.50
 AI4082_MARK LOGO: SDHD
 AI4082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4082+STABILITY: SURFACE MOTION
 AI4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4082+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4082
 AI4082  HISTORY     - Date     Condition        Report By
 AI4082  HISTORY     - 1977     MONUMENTED       SDHD
 AI4082  HISTORY     - 19990622 GOOD             NGS
 AI4082
 AI4082                          STATION DESCRIPTION
 AI4082
 AI4082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4082'6.0 KM (3.70 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4082'IN ISABEL, 134.1 M (440.0 FT) WEST OF MILEPOST 137, 30.0 M (98.4 FT)
 AI4082'NORTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT) WEST OF A UTILITY
 AI4082'POLE, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT)
 AI4082'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AI4082'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4082'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4083 ***********************************************************************
 AI4083  DESIGNATION -  20 137.75
 AI4083  PID         -  AI4083
 AI4083  STATE/COUNTY-  SD/ZIEBACH
 AI4083  COUNTRY     -  US
 AI4083  USGS QUAD   -  ISABEL (2017)
 AI4083
 AI4083                         *CURRENT SURVEY CONTROL
 AI4083  ______________________________________________________________________
 AI4083* NAD 83(1986) POSITION- 45 23 09.     (N) 101 28 51.     (W)   SCALED
 AI4083* NAVD 88 ORTHO HEIGHT -   728.135 (meters)     2388.89  (feet) ADJUSTED
 AI4083  ______________________________________________________________________
 AI4083  GEOID HEIGHT    -        -20.460 (meters)                     GEOID18
 AI4083  DYNAMIC HEIGHT  -        728.022 (meters)     2388.52  (feet) COMP
 AI4083  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 AI4083
 AI4083  VERT ORDER      -  FIRST     CLASS II
 AI4083
 AI4083.The horizontal coordinates were scaled from a map and have
 AI4083.an estimated accuracy of +/- 6 seconds.
 AI4083
 AI4083.The orthometric height was determined by differential leveling and
 AI4083.adjusted by the NATIONAL GEODETIC SURVEY
 AI4083.in April 2000.
 AI4083
 AI4083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4083.GEOID18 height accuracy estimate available here.
 AI4083
 AI4083.Click photographs - Photos may exist for this station.
 AI4083
 AI4083.The dynamic height is computed by dividing the NAVD 88
 AI4083.geopotential number by the normal gravity value computed on the
 AI4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4083.degrees latitude (g = 980.6199 gals.).
 AI4083
 AI4083.The modeled gravity was interpolated from observed gravity values.
 AI4083
 AI4083;                    North         East    Units  Estimated Accuracy
 AI4083;SPC SD N     -   173,580.      484,040.      MT  (+/- 180 meters Scaled)
 AI4083
 AI4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR057288(NAD 83)
 AI4083
 AI4083                          SUPERSEDED SURVEY CONTROL
 AI4083
 AI4083.No superseded survey control is available for this station.
 AI4083
 AI4083_MARKER: DB = BENCH MARK DISK
 AI4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4083_STAMPING: 20-137.75
 AI4083_MARK LOGO: SDDT
 AI4083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4083+STABILITY: SURFACE MOTION
 AI4083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4083+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4083
 AI4083  HISTORY     - Date     Condition        Report By
 AI4083  HISTORY     - 1993     MONUMENTED       SDDT
 AI4083  HISTORY     - 19990622 GOOD             NGS
 AI4083
 AI4083                          STATION DESCRIPTION
 AI4083
 AI4083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4083'4.7 KM (2.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4083'IN ISABEL, 443.2 M (1454.1 FT) WEST OF MILEPOST 138, 22.6 M (74.1 FT)
 AI4083'NORTH OF THE HIGHWAY CENTERLINE, 7.7 M (25.3 FT) SOUTH OF A FENCE
 AI4083'CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 AI4083'WEST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.1 M
 AI4083'(0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1
 AI4083'M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4083'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4084 ***********************************************************************
 AI4084  DESIGNATION -  20 138.75
 AI4084  PID         -  AI4084
 AI4084  STATE/COUNTY-  SD/DEWEY
 AI4084  COUNTRY     -  US
 AI4084  USGS QUAD   -  ISABEL (2017)
 AI4084
 AI4084                         *CURRENT SURVEY CONTROL
 AI4084  ______________________________________________________________________
 AI4084* NAD 83(1986) POSITION- 45 23 09.     (N) 101 27 35.     (W)   SCALED
 AI4084* NAVD 88 ORTHO HEIGHT -   729.171 (meters)     2392.29  (feet) ADJUSTED
 AI4084  ______________________________________________________________________
 AI4084  GEOID HEIGHT    -        -20.507 (meters)                     GEOID18
 AI4084  DYNAMIC HEIGHT  -        729.057 (meters)     2391.91  (feet) COMP
 AI4084  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 AI4084
 AI4084  VERT ORDER      -  FIRST     CLASS II
 AI4084
 AI4084.The horizontal coordinates were scaled from a map and have
 AI4084.an estimated accuracy of +/- 6 seconds.
 AI4084
 AI4084.The orthometric height was determined by differential leveling and
 AI4084.adjusted by the NATIONAL GEODETIC SURVEY
 AI4084.in April 2000.
 AI4084
 AI4084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4084.GEOID18 height accuracy estimate available here.
 AI4084
 AI4084.Click photographs - Photos may exist for this station.
 AI4084
 AI4084.The dynamic height is computed by dividing the NAVD 88
 AI4084.geopotential number by the normal gravity value computed on the
 AI4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4084.degrees latitude (g = 980.6199 gals.).
 AI4084
 AI4084.The modeled gravity was interpolated from observed gravity values.
 AI4084
 AI4084;                    North         East    Units  Estimated Accuracy
 AI4084;SPC SD N     -   173,550.      485,690.      MT  (+/- 180 meters Scaled)
 AI4084
 AI4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR074287(NAD 83)
 AI4084
 AI4084                          SUPERSEDED SURVEY CONTROL
 AI4084
 AI4084.No superseded survey control is available for this station.
 AI4084
 AI4084_MARKER: DB = BENCH MARK DISK
 AI4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4084_STAMPING: 20-138.75
 AI4084_MARK LOGO: SDDT
 AI4084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4084+STABILITY: SURFACE MOTION
 AI4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4084+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4084
 AI4084  HISTORY     - Date     Condition        Report By
 AI4084  HISTORY     - 1993     MONUMENTED       SDDT
 AI4084  HISTORY     - 19990622 GOOD             NGS
 AI4084
 AI4084                          STATION DESCRIPTION
 AI4084
 AI4084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4084'3.1 KM (1.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4084'IN ISABEL, 446.0 M (1463.3 FT) WEST OF MILEPOST 139, 22.9 M (75.1 FT)
 AI4084'NORTH OF THE HIGHWAY CENTERLINE, 12.3 M (40.4 FT) WEST OF THE CENTER
 AI4084'OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI4084'0.4 M (1.3 FT) SOUTHEAST OF A T-FENCE CORNER, 0.1 M (0.3 FT) SOUTH OF
 AI4084'A WITNESS POST AND FENCE, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND
 AI4084'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 AI4084'ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4085 ***********************************************************************
 AI4085  DESIGNATION -  20 139.75
 AI4085  PID         -  AI4085
 AI4085  STATE/COUNTY-  SD/DEWEY
 AI4085  COUNTRY     -  US
 AI4085  USGS QUAD   -  ISABEL (2017)
 AI4085
 AI4085                         *CURRENT SURVEY CONTROL
 AI4085  ______________________________________________________________________
 AI4085* NAD 83(1986) POSITION- 45 23 09.     (N) 101 26 22.     (W)   SCALED
 AI4085* NAVD 88 ORTHO HEIGHT -   724.727 (meters)     2377.71  (feet) ADJUSTED
 AI4085  ______________________________________________________________________
 AI4085  GEOID HEIGHT    -        -20.551 (meters)                     GEOID18
 AI4085  DYNAMIC HEIGHT  -        724.612 (meters)     2377.33  (feet) COMP
 AI4085  MODELED GRAVITY -    980,434.3   (mgal)                       NAVD 88
 AI4085
 AI4085  VERT ORDER      -  FIRST     CLASS II
 AI4085
 AI4085.The horizontal coordinates were scaled from a map and have
 AI4085.an estimated accuracy of +/- 6 seconds.
 AI4085
 AI4085.The orthometric height was determined by differential leveling and
 AI4085.adjusted by the NATIONAL GEODETIC SURVEY
 AI4085.in April 2000.
 AI4085
 AI4085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4085.GEOID18 height accuracy estimate available here.
 AI4085
 AI4085.Click photographs - Photos may exist for this station.
 AI4085
 AI4085.The dynamic height is computed by dividing the NAVD 88
 AI4085.geopotential number by the normal gravity value computed on the
 AI4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4085.degrees latitude (g = 980.6199 gals.).
 AI4085
 AI4085.The modeled gravity was interpolated from observed gravity values.
 AI4085
 AI4085;                    North         East    Units  Estimated Accuracy
 AI4085;SPC SD N     -   173,520.      487,280.      MT  (+/- 180 meters Scaled)
 AI4085
 AI4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR090287(NAD 83)
 AI4085
 AI4085                          SUPERSEDED SURVEY CONTROL
 AI4085
 AI4085.No superseded survey control is available for this station.
 AI4085
 AI4085_MARKER: DB = BENCH MARK DISK
 AI4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4085_STAMPING: 20-139.75
 AI4085_MARK LOGO: SDDT
 AI4085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4085+STABILITY: SURFACE MOTION
 AI4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4085+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4085
 AI4085  HISTORY     - Date     Condition        Report By
 AI4085  HISTORY     - 1993     MONUMENTED       SDDT
 AI4085  HISTORY     - 19990622 GOOD             NGS
 AI4085
 AI4085                          STATION DESCRIPTION
 AI4085
 AI4085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4085'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4085'IN ISABEL, 445.4 M (1461.3 FT) WEST OF MILEPOST 140, 22.9 M (75.1 FT)
 AI4085'NORTH OF THE HIGHWAY CENTERLINE, 15.8 M (51.8 FT) SOUTHEAST OF A
 AI4085'T-JUNCTION UTILITY POLE WITH 1 GUY CABLE, 2.1 M (6.9 FT) EAST OF A
 AI4085'RIGHT-OF-WAY POST, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0
 AI4085'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 AI4085'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AI4085'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4086 ***********************************************************************
 AI4086  DESIGNATION -  20 141.55
 AI4086  PID         -  AI4086
 AI4086  STATE/COUNTY-  SD/DEWEY
 AI4086  COUNTRY     -  US
 AI4086  USGS QUAD   -  ISABEL (2017)
 AI4086
 AI4086                         *CURRENT SURVEY CONTROL
 AI4086  ______________________________________________________________________
 AI4086* NAD 83(1986) POSITION- 45 24 02.     (N) 101 25 09.     (W)   SCALED
 AI4086* NAVD 88 ORTHO HEIGHT -   723.075 (meters)     2372.29  (feet) ADJUSTED
 AI4086  ______________________________________________________________________
 AI4086  GEOID HEIGHT    -        -20.570 (meters)                     GEOID18
 AI4086  DYNAMIC HEIGHT  -        722.962 (meters)     2371.92  (feet) COMP
 AI4086  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 AI4086
 AI4086  VERT ORDER      -  FIRST     CLASS II
 AI4086
 AI4086.The horizontal coordinates were scaled from a map and have
 AI4086.an estimated accuracy of +/- 6 seconds.
 AI4086
 AI4086.The orthometric height was determined by differential leveling and
 AI4086.adjusted by the NATIONAL GEODETIC SURVEY
 AI4086.in April 2000.
 AI4086
 AI4086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4086.GEOID18 height accuracy estimate available here.
 AI4086
 AI4086.Click photographs - Photos may exist for this station.
 AI4086
 AI4086.The dynamic height is computed by dividing the NAVD 88
 AI4086.geopotential number by the normal gravity value computed on the
 AI4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4086.degrees latitude (g = 980.6199 gals.).
 AI4086
 AI4086.The modeled gravity was interpolated from observed gravity values.
 AI4086
 AI4086;                    North         East    Units  Estimated Accuracy
 AI4086;SPC SD N     -   175,130.      488,900.      MT  (+/- 180 meters Scaled)
 AI4086
 AI4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR106302(NAD 83)
 AI4086
 AI4086                          SUPERSEDED SURVEY CONTROL
 AI4086
 AI4086.No superseded survey control is available for this station.
 AI4086
 AI4086_MARKER: DB = BENCH MARK DISK
 AI4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4086_STAMPING: 20-141.55
 AI4086_MARK LOGO: SDDT
 AI4086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4086+STABILITY: SURFACE MOTION
 AI4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4086+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4086
 AI4086  HISTORY     - Date     Condition        Report By
 AI4086  HISTORY     - 1993     MONUMENTED       SDDT
 AI4086  HISTORY     - 19990622 GOOD             NGS
 AI4086
 AI4086                          STATION DESCRIPTION
 AI4086
 AI4086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4086'1.5 KM (0.95 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4086'IN ISABEL, 670.3 M (2199.1 FT) WEST OF MILEPOST 142, 22.5 M (73.8 FT)
 AI4086'NORTH OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) SOUTH OF A UTILITY
 AI4086'POLE, 2.3 M (7.5 FT) EAST OF A T-FENCE CORNER, 1.5 M (4.9 FT) BELOW
 AI4086'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND
 AI4086'FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AI4086'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI4086'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4087 ***********************************************************************
 AI4087  DESIGNATION -  20 142.60
 AI4087  PID         -  AI4087
 AI4087  STATE/COUNTY-  SD/DEWEY
 AI4087  COUNTRY     -  US
 AI4087  USGS QUAD   -  ISABEL (2017)
 AI4087
 AI4087                         *CURRENT SURVEY CONTROL
 AI4087  ______________________________________________________________________
 AI4087* NAD 83(1986) POSITION- 45 24 02.     (N) 101 23 54.     (W)   SCALED
 AI4087* NAVD 88 ORTHO HEIGHT -   709.658 (meters)     2328.27  (feet) ADJUSTED
 AI4087  ______________________________________________________________________
 AI4087  GEOID HEIGHT    -        -20.611 (meters)                     GEOID18
 AI4087  DYNAMIC HEIGHT  -        709.548 (meters)     2327.91  (feet) COMP
 AI4087  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 AI4087
 AI4087  VERT ORDER      -  FIRST     CLASS II
 AI4087
 AI4087.The horizontal coordinates were scaled from a map and have
 AI4087.an estimated accuracy of +/- 6 seconds.
 AI4087
 AI4087.The orthometric height was determined by differential leveling and
 AI4087.adjusted by the NATIONAL GEODETIC SURVEY
 AI4087.in April 2000.
 AI4087
 AI4087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4087.GEOID18 height accuracy estimate available here.
 AI4087
 AI4087.Click photographs - Photos may exist for this station.
 AI4087
 AI4087.The dynamic height is computed by dividing the NAVD 88
 AI4087.geopotential number by the normal gravity value computed on the
 AI4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4087.degrees latitude (g = 980.6199 gals.).
 AI4087
 AI4087.The modeled gravity was interpolated from observed gravity values.
 AI4087
 AI4087;                    North         East    Units  Estimated Accuracy
 AI4087;SPC SD N     -   175,100.      490,530.      MT  (+/- 180 meters Scaled)
 AI4087
 AI4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR122302(NAD 83)
 AI4087
 AI4087                          SUPERSEDED SURVEY CONTROL
 AI4087
 AI4087.No superseded survey control is available for this station.
 AI4087
 AI4087_MARKER: DB = BENCH MARK DISK
 AI4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4087_STAMPING: 20-142.60
 AI4087_MARK LOGO: SDDT
 AI4087_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4087+STABILITY: SURFACE MOTION
 AI4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4087+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4087
 AI4087  HISTORY     - Date     Condition        Report By
 AI4087  HISTORY     - 1993     MONUMENTED       SDDT
 AI4087  HISTORY     - 19990622 GOOD             NGS
 AI4087
 AI4087                          STATION DESCRIPTION
 AI4087
 AI4087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4087'3.1 KM (1.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4087'IN ISABEL, 670.9 M (2201.1 FT) WEST OF MILEPOST 143, 36.1 M (118.4 FT)
 AI4087'WEST OF A T-FENCE CORNER, 22.9 M (75.1 FT) NORTH OF THE HIGHWAY
 AI4087'CENTERLINE, 1.5 M (4.9 FT) EAST OF A RIGHT-OF-WAY POST, 1.0 M (3.3 FT)
 AI4087'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST
 AI4087'AND FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AI4087'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MONUMENT
 AI4087'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4088 ***********************************************************************
 AI4088  DESIGNATION -  20 143.60
 AI4088  PID         -  AI4088
 AI4088  STATE/COUNTY-  SD/DEWEY
 AI4088  COUNTRY     -  US
 AI4088  USGS QUAD   -  ISABEL (2017)
 AI4088
 AI4088                         *CURRENT SURVEY CONTROL
 AI4088  ______________________________________________________________________
 AI4088* NAD 83(1986) POSITION- 45 24 02.     (N) 101 22 40.     (W)   SCALED
 AI4088* NAVD 88 ORTHO HEIGHT -   716.106 (meters)     2349.42  (feet) ADJUSTED
 AI4088  ______________________________________________________________________
 AI4088  GEOID HEIGHT    -        -20.649 (meters)                     GEOID18
 AI4088  DYNAMIC HEIGHT  -        715.997 (meters)     2349.07  (feet) COMP
 AI4088  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 AI4088
 AI4088  VERT ORDER      -  FIRST     CLASS II
 AI4088
 AI4088.The horizontal coordinates were scaled from a map and have
 AI4088.an estimated accuracy of +/- 6 seconds.
 AI4088
 AI4088.The orthometric height was determined by differential leveling and
 AI4088.adjusted by the NATIONAL GEODETIC SURVEY
 AI4088.in April 2000.
 AI4088
 AI4088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4088.GEOID18 height accuracy estimate available here.
 AI4088
 AI4088.Click photographs - Photos may exist for this station.
 AI4088
 AI4088.The dynamic height is computed by dividing the NAVD 88
 AI4088.geopotential number by the normal gravity value computed on the
 AI4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4088.degrees latitude (g = 980.6199 gals.).
 AI4088
 AI4088.The modeled gravity was interpolated from observed gravity values.
 AI4088
 AI4088;                    North         East    Units  Estimated Accuracy
 AI4088;SPC SD N     -   175,070.      492,140.      MT  (+/- 180 meters Scaled)
 AI4088
 AI4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR139301(NAD 83)
 AI4088
 AI4088                          SUPERSEDED SURVEY CONTROL
 AI4088
 AI4088.No superseded survey control is available for this station.
 AI4088
 AI4088_MARKER: DB = BENCH MARK DISK
 AI4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4088_STAMPING: 20-143.60
 AI4088_MARK LOGO: SDDT
 AI4088_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4088+STABILITY: SURFACE MOTION
 AI4088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4088+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4088
 AI4088  HISTORY     - Date     Condition        Report By
 AI4088  HISTORY     - 1993     MONUMENTED       SDDT
 AI4088  HISTORY     - 19990622 GOOD             NGS
 AI4088
 AI4088                          STATION DESCRIPTION
 AI4088
 AI4088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4088'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4088'IN ISABEL, 671.0 M (2201.4 FT) WEST OF MILEPOST 144, 22.7 M (74.5 FT)
 AI4088'NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AI4088'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0
 AI4088'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AI4088'FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4088'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4089 ***********************************************************************
 AI4089  DESIGNATION -  20 144.60
 AI4089  PID         -  AI4089
 AI4089  STATE/COUNTY-  SD/DEWEY
 AI4089  COUNTRY     -  US
 AI4089  USGS QUAD   -  FIRESTEEL (2017)
 AI4089
 AI4089                         *CURRENT SURVEY CONTROL
 AI4089  ______________________________________________________________________
 AI4089* NAD 83(1986) POSITION- 45 24 01.     (N) 101 21 26.     (W)   SCALED
 AI4089* NAVD 88 ORTHO HEIGHT -   710.864 (meters)     2332.23  (feet) ADJUSTED
 AI4089  ______________________________________________________________________
 AI4089  GEOID HEIGHT    -        -20.687 (meters)                     GEOID18
 AI4089  DYNAMIC HEIGHT  -        710.757 (meters)     2331.88  (feet) COMP
 AI4089  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 AI4089
 AI4089  VERT ORDER      -  FIRST     CLASS II
 AI4089
 AI4089.The horizontal coordinates were scaled from a map and have
 AI4089.an estimated accuracy of +/- 6 seconds.
 AI4089
 AI4089.The orthometric height was determined by differential leveling and
 AI4089.adjusted by the NATIONAL GEODETIC SURVEY
 AI4089.in April 2000.
 AI4089
 AI4089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4089.GEOID18 height accuracy estimate available here.
 AI4089
 AI4089.Click photographs - Photos may exist for this station.
 AI4089
 AI4089.The dynamic height is computed by dividing the NAVD 88
 AI4089.geopotential number by the normal gravity value computed on the
 AI4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4089.degrees latitude (g = 980.6199 gals.).
 AI4089
 AI4089.The modeled gravity was interpolated from observed gravity values.
 AI4089
 AI4089;                    North         East    Units  Estimated Accuracy
 AI4089;SPC SD N     -   175,020.      493,750.      MT  (+/- 180 meters Scaled)
 AI4089
 AI4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR155301(NAD 83)
 AI4089
 AI4089                          SUPERSEDED SURVEY CONTROL
 AI4089
 AI4089.No superseded survey control is available for this station.
 AI4089
 AI4089_MARKER: DB = BENCH MARK DISK
 AI4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4089_STAMPING: 20-144.60
 AI4089_MARK LOGO: SDDT
 AI4089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4089+STABILITY: SURFACE MOTION
 AI4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4089+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4089
 AI4089  HISTORY     - Date     Condition        Report By
 AI4089  HISTORY     - 1993     MONUMENTED       SDDT
 AI4089  HISTORY     - 19990622 GOOD             NGS
 AI4089
 AI4089                          STATION DESCRIPTION
 AI4089
 AI4089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4089'6.3 KM (3.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4089'IN ISABEL, 673.1 M (2208.3 FT) WEST OF MILEPOST 145, 37.6 M (123.4 FT)
 AI4089'SOUTHWEST OF A UTILITY POLE, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY
 AI4089'CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M (4.9
 AI4089'FT) WEST OF A RIGHT-OF-WAY POST, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AI4089'POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AI4089'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MONUMENT
 AI4089'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4090 ***********************************************************************
 AI4090  DESIGNATION -  20 145.10
 AI4090  PID         -  AI4090
 AI4090  STATE/COUNTY-  SD/DEWEY
 AI4090  COUNTRY     -  US
 AI4090  USGS QUAD   -  FIRESTEEL (2017)
 AI4090
 AI4090                         *CURRENT SURVEY CONTROL
 AI4090  ______________________________________________________________________
 AI4090* NAD 83(1986) POSITION- 45 23 59.     (N) 101 20 49.     (W)   SCALED
 AI4090* NAVD 88 ORTHO HEIGHT -   705.645 (meters)     2315.10  (feet) ADJUSTED
 AI4090  ______________________________________________________________________
 AI4090  GEOID HEIGHT    -        -20.706 (meters)                     GEOID18
 AI4090  DYNAMIC HEIGHT  -        705.539 (meters)     2314.76  (feet) COMP
 AI4090  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 AI4090
 AI4090  VERT ORDER      -  FIRST     CLASS II
 AI4090
 AI4090.The horizontal coordinates were scaled from a map and have
 AI4090.an estimated accuracy of +/- 6 seconds.
 AI4090
 AI4090.The orthometric height was determined by differential leveling and
 AI4090.adjusted by the NATIONAL GEODETIC SURVEY
 AI4090.in April 2000.
 AI4090
 AI4090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4090.GEOID18 height accuracy estimate available here.
 AI4090
 AI4090.Click photographs - Photos may exist for this station.
 AI4090
 AI4090.The dynamic height is computed by dividing the NAVD 88
 AI4090.geopotential number by the normal gravity value computed on the
 AI4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4090.degrees latitude (g = 980.6199 gals.).
 AI4090
 AI4090.The modeled gravity was interpolated from observed gravity values.
 AI4090
 AI4090;                    North         East    Units  Estimated Accuracy
 AI4090;SPC SD N     -   174,940.      494,550.      MT  (+/- 180 meters Scaled)
 AI4090
 AI4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR163300(NAD 83)
 AI4090
 AI4090                          SUPERSEDED SURVEY CONTROL
 AI4090
 AI4090.No superseded survey control is available for this station.
 AI4090
 AI4090_MARKER: Z = SEE DESCRIPTION
 AI4090_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4090_STAMPING: 20-145.10 1997
 AI4090_MARK LOGO: NGS
 AI4090_PROJECTION: FLUSH
 AI4090_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4090+STABILITY: POSITION/ELEVATION WELL
 AI4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4090+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4090_ROD/PIPE-DEPTH: 6.4 meters
 AI4090_SLEEVE-DEPTH  : 2.0 meters
 AI4090
 AI4090  HISTORY     - Date     Condition        Report By
 AI4090  HISTORY     - 1997     MONUMENTED       SDDT
 AI4090  HISTORY     - 19990622 GOOD             NGS
 AI4090
 AI4090                          STATION DESCRIPTION
 AI4090
 AI4090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4090'7.1 KM (4.40 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4090'IN ISABEL, 139.1 M (456.4 FT) EAST OF MILEPOST 145, 23.2 M (76.1 FT)
 AI4090'SOUTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) EAST OF THE CENTER OF
 AI4090'A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M
 AI4090'(3.3 FT) WEST OF A RIGHT-OF-WAY POST, 0.4 M (1.3 FT) SOUTH OF A METAL
 AI4090'GUARD POST, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST. NOTE--ACCESS
 AI4090'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AI4090'4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET
 AI4090'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI4090'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4091 ***********************************************************************
 AI4091  DESIGNATION -  20 145.60
 AI4091  PID         -  AI4091
 AI4091  STATE/COUNTY-  SD/DEWEY
 AI4091  COUNTRY     -  US
 AI4091  USGS QUAD   -  FIRESTEEL (2017)
 AI4091
 AI4091                         *CURRENT SURVEY CONTROL
 AI4091  ______________________________________________________________________
 AI4091* NAD 83(1986) POSITION- 45 23 59.     (N) 101 20 11.     (W)   SCALED
 AI4091* NAVD 88 ORTHO HEIGHT -   700.443 (meters)     2298.04  (feet) ADJUSTED
 AI4091  ______________________________________________________________________
 AI4091  GEOID HEIGHT    -        -20.724 (meters)                     GEOID18
 AI4091  DYNAMIC HEIGHT  -        700.339 (meters)     2297.70  (feet) COMP
 AI4091  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 AI4091
 AI4091  VERT ORDER      -  FIRST     CLASS II
 AI4091
 AI4091.The horizontal coordinates were scaled from a map and have
 AI4091.an estimated accuracy of +/- 6 seconds.
 AI4091
 AI4091.The orthometric height was determined by differential leveling and
 AI4091.adjusted by the NATIONAL GEODETIC SURVEY
 AI4091.in April 2000.
 AI4091
 AI4091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4091.GEOID18 height accuracy estimate available here.
 AI4091
 AI4091.Click photographs - Photos may exist for this station.
 AI4091
 AI4091.The dynamic height is computed by dividing the NAVD 88
 AI4091.geopotential number by the normal gravity value computed on the
 AI4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4091.degrees latitude (g = 980.6199 gals.).
 AI4091
 AI4091.The modeled gravity was interpolated from observed gravity values.
 AI4091
 AI4091;                    North         East    Units  Estimated Accuracy
 AI4091;SPC SD N     -   174,930.      495,370.      MT  (+/- 180 meters Scaled)
 AI4091
 AI4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR171300(NAD 83)
 AI4091
 AI4091                          SUPERSEDED SURVEY CONTROL
 AI4091
 AI4091.No superseded survey control is available for this station.
 AI4091
 AI4091_MARKER: DB = BENCH MARK DISK
 AI4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4091_STAMPING: 20-145.60
 AI4091_MARK LOGO: SDDT
 AI4091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4091+STABILITY: SURFACE MOTION
 AI4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4091+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4091
 AI4091  HISTORY     - Date     Condition        Report By
 AI4091  HISTORY     - 1993     MONUMENTED       SDDT
 AI4091  HISTORY     - 19990622 GOOD             NGS
 AI4091
 AI4091                          STATION DESCRIPTION
 AI4091
 AI4091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4091'7.9 KM (4.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4091'IN ISABEL, 680.9 M (2233.9 FT) WEST OF MILEPOST 146, 22.8 M (74.8 FT)
 AI4091'NORTH OF THE HIGHWAY CENTERLINE, 21.2 M (69.6 FT) WEST OF THE CENTER
 AI4091'OF A FIELD ENTRANCE, 9.0 M (29.5 FT) WEST OF A UTILITY POLE, 1.6 M
 AI4091'(5.2 FT) WEST OF A RIGHT-OF-WAY POST, 0.3 M (1.0 FT) NORTH OF A
 AI4091'WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AI4091'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE. NOTE--THE
 AI4091'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4092 ***********************************************************************
 AI4092  DESIGNATION -  20 146.60
 AI4092  PID         -  AI4092
 AI4092  STATE/COUNTY-  SD/DEWEY
 AI4092  COUNTRY     -  US
 AI4092  USGS QUAD   -  FIRESTEEL (2017)
 AI4092
 AI4092                         *CURRENT SURVEY CONTROL
 AI4092  ______________________________________________________________________
 AI4092* NAD 83(1986) POSITION- 45 24 01.     (N) 101 18 59.     (W)   SCALED
 AI4092* NAVD 88 ORTHO HEIGHT -   712.171 (meters)     2336.51  (feet) ADJUSTED
 AI4092  ______________________________________________________________________
 AI4092  GEOID HEIGHT    -        -20.756 (meters)                     GEOID18
 AI4092  DYNAMIC HEIGHT  -        712.067 (meters)     2336.17  (feet) COMP
 AI4092  MODELED GRAVITY -    980,445.5   (mgal)                       NAVD 88
 AI4092
 AI4092  VERT ORDER      -  FIRST     CLASS II
 AI4092
 AI4092.The horizontal coordinates were scaled from a map and have
 AI4092.an estimated accuracy of +/- 6 seconds.
 AI4092
 AI4092.The orthometric height was determined by differential leveling and
 AI4092.adjusted by the NATIONAL GEODETIC SURVEY
 AI4092.in April 2000.
 AI4092
 AI4092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4092.GEOID18 height accuracy estimate available here.
 AI4092
 AI4092.Click photographs - Photos may exist for this station.
 AI4092
 AI4092.The dynamic height is computed by dividing the NAVD 88
 AI4092.geopotential number by the normal gravity value computed on the
 AI4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4092.degrees latitude (g = 980.6199 gals.).
 AI4092
 AI4092.The modeled gravity was interpolated from observed gravity values.
 AI4092
 AI4092;                    North         East    Units  Estimated Accuracy
 AI4092;SPC SD N     -   174,960.      496,940.      MT  (+/- 180 meters Scaled)
 AI4092
 AI4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR187300(NAD 83)
 AI4092
 AI4092                          SUPERSEDED SURVEY CONTROL
 AI4092
 AI4092.No superseded survey control is available for this station.
 AI4092
 AI4092_MARKER: DB = BENCH MARK DISK
 AI4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4092_STAMPING: 20-146.60
 AI4092_MARK LOGO: SDDT
 AI4092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4092+STABILITY: SURFACE MOTION
 AI4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4092+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4092
 AI4092  HISTORY     - Date     Condition        Report By
 AI4092  HISTORY     - 1993     MONUMENTED       SDDT
 AI4092  HISTORY     - 19990622 GOOD             NGS
 AI4092
 AI4092                          STATION DESCRIPTION
 AI4092
 AI4092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4092'9.5 KM (5.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4092'IN ISABEL, 681.4 M (2235.6 FT) WEST OF MILEPOST 147, 22.8 M (74.8 FT)
 AI4092'NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) SOUTHEAST OF THE MOST
 AI4092'EASTERLY OF 2 UTILITY POLES WITH 3 GUY CABLES, 1.5 M (4.9 FT) EAST OF
 AI4092'A RIGHT-OF-WAY POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI4092'0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHEAST OF A
 AI4092'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AI4092'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4093 ***********************************************************************
 AI4093  DESIGNATION -  20 147.60
 AI4093  PID         -  AI4093
 AI4093  STATE/COUNTY-  SD/DEWEY
 AI4093  COUNTRY     -  US
 AI4093  USGS QUAD   -  FIRESTEEL (2017)
 AI4093
 AI4093                         *CURRENT SURVEY CONTROL
 AI4093  ______________________________________________________________________
 AI4093* NAD 83(1986) POSITION- 45 24 00.     (N) 101 17 44.     (W)   SCALED
 AI4093* NAVD 88 ORTHO HEIGHT -   691.625 (meters)     2269.11  (feet) ADJUSTED
 AI4093  ______________________________________________________________________
 AI4093  GEOID HEIGHT    -        -20.793 (meters)                     GEOID18
 AI4093  DYNAMIC HEIGHT  -        691.523 (meters)     2268.77  (feet) COMP
 AI4093  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 AI4093
 AI4093  VERT ORDER      -  FIRST     CLASS II
 AI4093
 AI4093.The horizontal coordinates were scaled from a map and have
 AI4093.an estimated accuracy of +/- 6 seconds.
 AI4093
 AI4093.The orthometric height was determined by differential leveling and
 AI4093.adjusted by the NATIONAL GEODETIC SURVEY
 AI4093.in April 2000.
 AI4093
 AI4093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4093.GEOID18 height accuracy estimate available here.
 AI4093
 AI4093.Click photographs - Photos may exist for this station.
 AI4093
 AI4093.The dynamic height is computed by dividing the NAVD 88
 AI4093.geopotential number by the normal gravity value computed on the
 AI4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4093.degrees latitude (g = 980.6199 gals.).
 AI4093
 AI4093.The modeled gravity was interpolated from observed gravity values.
 AI4093
 AI4093;                    North         East    Units  Estimated Accuracy
 AI4093;SPC SD N     -   174,910.      498,570.      MT  (+/- 180 meters Scaled)
 AI4093
 AI4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR203299(NAD 83)
 AI4093
 AI4093                          SUPERSEDED SURVEY CONTROL
 AI4093
 AI4093.No superseded survey control is available for this station.
 AI4093
 AI4093_MARKER: DB = BENCH MARK DISK
 AI4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4093_STAMPING: 20-147.60
 AI4093_MARK LOGO: SDDT
 AI4093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4093+STABILITY: SURFACE MOTION
 AI4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4093+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4093
 AI4093  HISTORY     - Date     Condition        Report By
 AI4093  HISTORY     - 1993     MONUMENTED       SDDT
 AI4093  HISTORY     - 19990622 GOOD             NGS
 AI4093
 AI4093                          STATION DESCRIPTION
 AI4093
 AI4093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4093'11.1 KM (6.90 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4093'IN ISABEL, 689.7 M (2262.8 FT) WEST OF MILEPOST 148, 22.8 M (74.8 FT)
 AI4093'NORTH OF THE HIGHWAY CENTERLINE, 7.7 M (25.3 FT) SOUTH OF A T-FENCE
 AI4093'CORNER, 6.3 M (20.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M
 AI4093'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AI4093'WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AI4093'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE
 AI4093'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4094 ***********************************************************************
 AI4094  DESIGNATION -  20 148.45
 AI4094  PID         -  AI4094
 AI4094  STATE/COUNTY-  SD/DEWEY
 AI4094  COUNTRY     -  US
 AI4094  USGS QUAD   -  FIRESTEEL (2017)
 AI4094
 AI4094                         *CURRENT SURVEY CONTROL
 AI4094  ______________________________________________________________________
 AI4094* NAD 83(1986) POSITION- 45 24 28.     (N) 101 17 10.     (W)   SCALED
 AI4094* NAVD 88 ORTHO HEIGHT -   692.752 (meters)     2272.80  (feet) ADJUSTED
 AI4094  ______________________________________________________________________
 AI4094  GEOID HEIGHT    -        -20.794 (meters)                     GEOID18
 AI4094  DYNAMIC HEIGHT  -        692.652 (meters)     2272.48  (feet) COMP
 AI4094  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 AI4094
 AI4094  VERT ORDER      -  FIRST     CLASS II
 AI4094
 AI4094.The horizontal coordinates were scaled from a map and have
 AI4094.an estimated accuracy of +/- 6 seconds.
 AI4094
 AI4094.The orthometric height was determined by differential leveling and
 AI4094.adjusted by the NATIONAL GEODETIC SURVEY
 AI4094.in April 2000.
 AI4094
 AI4094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4094.GEOID18 height accuracy estimate available here.
 AI4094
 AI4094.Click photographs - Photos may exist for this station.
 AI4094
 AI4094.The dynamic height is computed by dividing the NAVD 88
 AI4094.geopotential number by the normal gravity value computed on the
 AI4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4094.degrees latitude (g = 980.6199 gals.).
 AI4094
 AI4094.The modeled gravity was interpolated from observed gravity values.
 AI4094
 AI4094;                    North         East    Units  Estimated Accuracy
 AI4094;SPC SD N     -   175,760.      499,320.      MT  (+/- 180 meters Scaled)
 AI4094
 AI4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR211307(NAD 83)
 AI4094
 AI4094                          SUPERSEDED SURVEY CONTROL
 AI4094
 AI4094.No superseded survey control is available for this station.
 AI4094
 AI4094_MARKER: DB = BENCH MARK DISK
 AI4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4094_STAMPING: 20-148.45
 AI4094_MARK LOGO: SDDT
 AI4094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4094+STABILITY: SURFACE MOTION
 AI4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4094+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4094
 AI4094  HISTORY     - Date     Condition        Report By
 AI4094  HISTORY     - 1993     MONUMENTED       SDDT
 AI4094  HISTORY     - 19990622 GOOD             NGS
 AI4094
 AI4094                          STATION DESCRIPTION
 AI4094
 AI4094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4094'12.5 KM (7.75 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4094'IN ISABEL, 713.0 M (2339.2 FT) EAST OF MILEPOST 148, 23.0 M (75.5 FT)
 AI4094'WEST OF THE HIGHWAY CENTERLINE, 13.2 M (43.3 FT) SOUTH OF THE CENTER
 AI4094'OF A FIELD ENTRANCE, 0.5 M (1.6 FT) EAST OF A FENCE, 0.3 M (1.0 FT)
 AI4094'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 AI4094'0.1 M (0.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 AI4094'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4094'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4095 ***********************************************************************
 AI4095  DESIGNATION -  20 148.95
 AI4095  PID         -  AI4095
 AI4095  STATE/COUNTY-  SD/DEWEY
 AI4095  COUNTRY     -  US
 AI4095  USGS QUAD   -  FIRESTEEL (2017)
 AI4095
 AI4095                         *CURRENT SURVEY CONTROL
 AI4095  ______________________________________________________________________
 AI4095* NAD 83(1986) POSITION- 45 24 52.     (N) 101 17 11.     (W)   SCALED
 AI4095* NAVD 88 ORTHO HEIGHT -   705.332 (meters)     2314.08  (feet) ADJUSTED
 AI4095  ______________________________________________________________________
 AI4095  GEOID HEIGHT    -        -20.780 (meters)                     GEOID18
 AI4095  DYNAMIC HEIGHT  -        705.231 (meters)     2313.75  (feet) COMP
 AI4095  MODELED GRAVITY -    980,449.0   (mgal)                       NAVD 88
 AI4095
 AI4095  VERT ORDER      -  FIRST     CLASS II
 AI4095
 AI4095.The horizontal coordinates were scaled from a map and have
 AI4095.an estimated accuracy of +/- 6 seconds.
 AI4095
 AI4095.The orthometric height was determined by differential leveling and
 AI4095.adjusted by the NATIONAL GEODETIC SURVEY
 AI4095.in April 2000.
 AI4095
 AI4095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4095.GEOID18 height accuracy estimate available here.
 AI4095
 AI4095.Click photographs - Photos may exist for this station.
 AI4095
 AI4095.The dynamic height is computed by dividing the NAVD 88
 AI4095.geopotential number by the normal gravity value computed on the
 AI4095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4095.degrees latitude (g = 980.6199 gals.).
 AI4095
 AI4095.The modeled gravity was interpolated from observed gravity values.
 AI4095
 AI4095;                    North         East    Units  Estimated Accuracy
 AI4095;SPC SD N     -   176,500.      499,320.      MT  (+/- 180 meters Scaled)
 AI4095
 AI4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR211315(NAD 83)
 AI4095
 AI4095                          SUPERSEDED SURVEY CONTROL
 AI4095
 AI4095.No superseded survey control is available for this station.
 AI4095
 AI4095_MARKER: Z = SEE DESCRIPTION
 AI4095_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4095_STAMPING: 20-148.95 1997
 AI4095_MARK LOGO: NGS
 AI4095_PROJECTION: FLUSH
 AI4095_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4095+STABILITY: POSITION/ELEVATION WELL
 AI4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4095+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4095_ROD/PIPE-DEPTH: 6.4 meters
 AI4095_SLEEVE-DEPTH  : 2.0 meters
 AI4095
 AI4095  HISTORY     - Date     Condition        Report By
 AI4095  HISTORY     - 1997     MONUMENTED       SDDT
 AI4095  HISTORY     - 19990622 GOOD             NGS
 AI4095
 AI4095                          STATION DESCRIPTION
 AI4095
 AI4095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4095'13.3 KM (8.25 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4095'IN ISABEL, 98.6 M (323.5 FT) WEST OF MILEPOST 149, 23.3 M (76.4 FT)
 AI4095'WEST OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) SOUTH OF THE CENTER OF
 AI4095'A FIELD ENTRANCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, 0.4
 AI4095'M (1.3 FT) WEST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) ABOVE THE
 AI4095'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI4095'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM
 AI4095'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI4095'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON
 AI4095'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4096 ***********************************************************************
 AI4096  DESIGNATION -  20 149.35
 AI4096  PID         -  AI4096
 AI4096  STATE/COUNTY-  SD/DEWEY
 AI4096  COUNTRY     -  US
 AI4096  USGS QUAD   -  FIRESTEEL (2017)
 AI4096
 AI4096                         *CURRENT SURVEY CONTROL
 AI4096  ______________________________________________________________________
 AI4096* NAD 83(1986) POSITION- 45 25 20.     (N) 101 17 10.     (W)   SCALED
 AI4096* NAVD 88 ORTHO HEIGHT -   715.120 (meters)     2346.19  (feet) ADJUSTED
 AI4096  ______________________________________________________________________
 AI4096  GEOID HEIGHT    -        -20.766 (meters)                     GEOID18
 AI4096  DYNAMIC HEIGHT  -        715.018 (meters)     2345.85  (feet) COMP
 AI4096  MODELED GRAVITY -    980,450.0   (mgal)                       NAVD 88
 AI4096
 AI4096  VERT ORDER      -  FIRST     CLASS II
 AI4096
 AI4096.The horizontal coordinates were scaled from a map and have
 AI4096.an estimated accuracy of +/- 6 seconds.
 AI4096
 AI4096.The orthometric height was determined by differential leveling and
 AI4096.adjusted by the NATIONAL GEODETIC SURVEY
 AI4096.in April 2000.
 AI4096
 AI4096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4096.GEOID18 height accuracy estimate available here.
 AI4096
 AI4096.Click photographs - Photos may exist for this station.
 AI4096
 AI4096.The dynamic height is computed by dividing the NAVD 88
 AI4096.geopotential number by the normal gravity value computed on the
 AI4096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4096.degrees latitude (g = 980.6199 gals.).
 AI4096
 AI4096.The modeled gravity was interpolated from observed gravity values.
 AI4096
 AI4096;                    North         East    Units  Estimated Accuracy
 AI4096;SPC SD N     -   177,360.      499,350.      MT  (+/- 180 meters Scaled)
 AI4096
 AI4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR211323(NAD 83)
 AI4096
 AI4096                          SUPERSEDED SURVEY CONTROL
 AI4096
 AI4096.No superseded survey control is available for this station.
 AI4096
 AI4096_MARKER: DB = BENCH MARK DISK
 AI4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4096_STAMPING: 20-149.35
 AI4096_MARK LOGO: SDDT
 AI4096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4096+STABILITY: SURFACE MOTION
 AI4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4096+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4096
 AI4096  HISTORY     - Date     Condition        Report By
 AI4096  HISTORY     - 1993     MONUMENTED       SDDT
 AI4096  HISTORY     - 19990622 GOOD             NGS
 AI4096
 AI4096                          STATION DESCRIPTION
 AI4096
 AI4096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4096'14.1 KM (8.75 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4096'IN ISABEL, 713.6 M (2341.2 FT) EAST OF MILEPOST 149, 22.6 M (74.1 FT)
 AI4096'WEST OF THE HIGHWAY CENTERLINE, 22.5 M (73.8 FT) NORTH OF A FENCE
 AI4096'CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AI4096'WEST OF A WITNESS POST, 0.1 M (0.3 FT) EAST OF A WITNESS POST, AND THE
 AI4096'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AI4096'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4097 ***********************************************************************
 AI4097  DESIGNATION -  20 150.35
 AI4097  PID         -  AI4097
 AI4097  STATE/COUNTY-  SD/DEWEY
 AI4097  COUNTRY     -  US
 AI4097  USGS QUAD   -  FIRESTEEL (2017)
 AI4097
 AI4097                         *CURRENT SURVEY CONTROL
 AI4097  ______________________________________________________________________
 AI4097* NAD 83(1986) POSITION- 45 25 45.     (N) 101 16 30.     (W)   SCALED
 AI4097* NAVD 88 ORTHO HEIGHT -   706.743 (meters)     2318.71  (feet) ADJUSTED
 AI4097  ______________________________________________________________________
 AI4097  GEOID HEIGHT    -        -20.775 (meters)                     GEOID18
 AI4097  DYNAMIC HEIGHT  -        706.644 (meters)     2318.38  (feet) COMP
 AI4097  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 AI4097
 AI4097  VERT ORDER      -  FIRST     CLASS II
 AI4097
 AI4097.The horizontal coordinates were scaled from a map and have
 AI4097.an estimated accuracy of +/- 6 seconds.
 AI4097
 AI4097.The orthometric height was determined by differential leveling and
 AI4097.adjusted by the NATIONAL GEODETIC SURVEY
 AI4097.in April 2000.
 AI4097
 AI4097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4097.GEOID18 height accuracy estimate available here.
 AI4097
 AI4097.Click photographs - Photos may exist for this station.
 AI4097
 AI4097.The dynamic height is computed by dividing the NAVD 88
 AI4097.geopotential number by the normal gravity value computed on the
 AI4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4097.degrees latitude (g = 980.6199 gals.).
 AI4097
 AI4097.The modeled gravity was interpolated from observed gravity values.
 AI4097
 AI4097;                    North         East    Units  Estimated Accuracy
 AI4097;SPC SD N     -   178,120.      500,230.      MT  (+/- 180 meters Scaled)
 AI4097
 AI4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR220331(NAD 83)
 AI4097
 AI4097                          SUPERSEDED SURVEY CONTROL
 AI4097
 AI4097.No superseded survey control is available for this station.
 AI4097
 AI4097_MARKER: DB = BENCH MARK DISK
 AI4097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4097_STAMPING: 20-150.35
 AI4097_MARK LOGO: SDDT
 AI4097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4097+STABILITY: SURFACE MOTION
 AI4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4097+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4097
 AI4097  HISTORY     - Date     Condition        Report By
 AI4097  HISTORY     - 1993     MONUMENTED       SDDT
 AI4097  HISTORY     - 19990622 GOOD             NGS
 AI4097
 AI4097                          STATION DESCRIPTION
 AI4097
 AI4097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4097'15.5 KM (9.65 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4097'IN ISABEL, 515.2 M (1690.3 FT) EAST OF MILEPOST 150, 23.0 M (75.5 FT)
 AI4097'NORTH OF THE HIGHWAY CENTERLINE, 2.8 M (9.2 FT) EAST OF A FENCE
 AI4097'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AI4097'SOUTH OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AI4097'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AI4097'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4098 ***********************************************************************
 AI4098  DESIGNATION -  20 151.35
 AI4098  PID         -  AI4098
 AI4098  STATE/COUNTY-  SD/DEWEY
 AI4098  COUNTRY     -  US
 AI4098  USGS QUAD   -  FIRESTEEL (2017)
 AI4098
 AI4098                         *CURRENT SURVEY CONTROL
 AI4098  ______________________________________________________________________
 AI4098* NAD 83(1986) POSITION- 45 25 46.     (N) 101 15 15.     (W)   SCALED
 AI4098* NAVD 88 ORTHO HEIGHT -   694.171 (meters)     2277.46  (feet) ADJUSTED
 AI4098  ______________________________________________________________________
 AI4098  GEOID HEIGHT    -        -20.814 (meters)                     GEOID18
 AI4098  DYNAMIC HEIGHT  -        694.074 (meters)     2277.14  (feet) COMP
 AI4098  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 AI4098
 AI4098  VERT ORDER      -  FIRST     CLASS II
 AI4098
 AI4098.The horizontal coordinates were scaled from a map and have
 AI4098.an estimated accuracy of +/- 6 seconds.
 AI4098
 AI4098.The orthometric height was determined by differential leveling and
 AI4098.adjusted by the NATIONAL GEODETIC SURVEY
 AI4098.in April 2000.
 AI4098
 AI4098.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4098.GEOID18 height accuracy estimate available here.
 AI4098
 AI4098.Click photographs - Photos may exist for this station.
 AI4098
 AI4098.The dynamic height is computed by dividing the NAVD 88
 AI4098.geopotential number by the normal gravity value computed on the
 AI4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4098.degrees latitude (g = 980.6199 gals.).
 AI4098
 AI4098.The modeled gravity was interpolated from observed gravity values.
 AI4098
 AI4098;                    North         East    Units  Estimated Accuracy
 AI4098;SPC SD N     -   178,130.      501,860.      MT  (+/- 180 meters Scaled)
 AI4098
 AI4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR236331(NAD 83)
 AI4098
 AI4098                          SUPERSEDED SURVEY CONTROL
 AI4098
 AI4098.No superseded survey control is available for this station.
 AI4098
 AI4098_MARKER: DB = BENCH MARK DISK
 AI4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4098_STAMPING: 20-151.35
 AI4098_MARK LOGO: SDDT
 AI4098_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4098+STABILITY: SURFACE MOTION
 AI4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4098+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4098
 AI4098  HISTORY     - Date     Condition        Report By
 AI4098  HISTORY     - 1993     MONUMENTED       SDDT
 AI4098  HISTORY     - 19990622 GOOD             NGS
 AI4098
 AI4098                          STATION DESCRIPTION
 AI4098
 AI4098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4098'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4098'TIMBER LAKE, THENCE 14.1 KM (8.75 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4098'534.1 M (1752.3 FT) EAST OF MILEPOST 151, 22.9 M (75.1 FT) NORTH OF
 AI4098'THE HIGHWAY CENTERLINE, 19.3 M (63.3 FT) EAST OF THE CENTER OF A FIELD
 AI4098'ENTRANCE, 18.0 M (59.1 FT) SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION
 AI4098'BOX, 1.2 M (3.9 FT) SOUTHWEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW
 AI4098'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.1
 AI4098'M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 AI4098'(0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MONUMENT IS ON HIGHWAY
 AI4098'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4099 ***********************************************************************
 AI4099  DESIGNATION -  20 152.35
 AI4099  PID         -  AI4099
 AI4099  STATE/COUNTY-  SD/DEWEY
 AI4099  COUNTRY     -  US
 AI4099  USGS QUAD   -  BREWER BUTTE (2017)
 AI4099
 AI4099                         *CURRENT SURVEY CONTROL
 AI4099  ______________________________________________________________________
 AI4099* NAD 83(1986) POSITION- 45 25 47.     (N) 101 14 03.     (W)   SCALED
 AI4099* NAVD 88 ORTHO HEIGHT -   680.350 (meters)     2232.11  (feet) ADJUSTED
 AI4099  ______________________________________________________________________
 AI4099  GEOID HEIGHT    -        -20.854 (meters)                     GEOID18
 AI4099  DYNAMIC HEIGHT  -        680.254 (meters)     2231.80  (feet) COMP
 AI4099  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 AI4099
 AI4099  VERT ORDER      -  FIRST     CLASS II
 AI4099
 AI4099.The horizontal coordinates were scaled from a map and have
 AI4099.an estimated accuracy of +/- 6 seconds.
 AI4099
 AI4099.The orthometric height was determined by differential leveling and
 AI4099.adjusted by the NATIONAL GEODETIC SURVEY
 AI4099.in April 2000.
 AI4099
 AI4099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4099.GEOID18 height accuracy estimate available here.
 AI4099
 AI4099.Click photographs - Photos may exist for this station.
 AI4099
 AI4099.The dynamic height is computed by dividing the NAVD 88
 AI4099.geopotential number by the normal gravity value computed on the
 AI4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4099.degrees latitude (g = 980.6199 gals.).
 AI4099
 AI4099.The modeled gravity was interpolated from observed gravity values.
 AI4099
 AI4099;                    North         East    Units  Estimated Accuracy
 AI4099;SPC SD N     -   178,130.      503,430.      MT  (+/- 180 meters Scaled)
 AI4099
 AI4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR252331(NAD 83)
 AI4099
 AI4099                          SUPERSEDED SURVEY CONTROL
 AI4099
 AI4099.No superseded survey control is available for this station.
 AI4099
 AI4099_MARKER: DB = BENCH MARK DISK
 AI4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4099_STAMPING: 20-152.35
 AI4099_MARK LOGO: SDDT
 AI4099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4099+STABILITY: SURFACE MOTION
 AI4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4099+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4099
 AI4099  HISTORY     - Date     Condition        Report By
 AI4099  HISTORY     - 1993     MONUMENTED       SDDT
 AI4099  HISTORY     - 19990622 GOOD             NGS
 AI4099
 AI4099                          STATION DESCRIPTION
 AI4099
 AI4099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4099'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4099'TIMBER LAKE, THENCE 12.6 KM (7.80 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4099'509.7 M (1672.2 FT) EAST OF MILEPOST 152, 32.9 M (107.9 FT) EAST OF
 AI4099'THE CENTER OF A DRIVEWAY, 23.0 M (75.5 FT) NORTH OF THE HIGHWAY
 AI4099'CENTERLINE, 1.2 M (3.9 FT) SOUTHWEST OF A T-JUNCTION UTILITY POLE WITH
 AI4099'2 GUY CABLES, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE CORNER, 0.3 M (1.0
 AI4099'FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST,
 AI4099'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI4099'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4100 ***********************************************************************
 AI4100  DESIGNATION -  20 152.80
 AI4100  PID         -  AI4100
 AI4100  STATE/COUNTY-  SD/DEWEY
 AI4100  COUNTRY     -  US
 AI4100  USGS QUAD   -  BREWER BUTTE (2017)
 AI4100
 AI4100                         *CURRENT SURVEY CONTROL
 AI4100  ______________________________________________________________________
 AI4100* NAD 83(1986) POSITION- 45 25 45.     (N) 101 13 27.     (W)   SCALED
 AI4100* NAVD 88 ORTHO HEIGHT -   674.128 (meters)     2211.70  (feet) ADJUSTED
 AI4100  ______________________________________________________________________
 AI4100  GEOID HEIGHT    -        -20.875 (meters)                     GEOID18
 AI4100  DYNAMIC HEIGHT  -        674.033 (meters)     2211.39  (feet) COMP
 AI4100  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 AI4100
 AI4100  VERT ORDER      -  FIRST     CLASS II
 AI4100
 AI4100.The horizontal coordinates were scaled from a map and have
 AI4100.an estimated accuracy of +/- 6 seconds.
 AI4100
 AI4100.The orthometric height was determined by differential leveling and
 AI4100.adjusted by the NATIONAL GEODETIC SURVEY
 AI4100.in April 2000.
 AI4100
 AI4100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4100.GEOID18 height accuracy estimate available here.
 AI4100
 AI4100.Click photographs - Photos may exist for this station.
 AI4100
 AI4100.The dynamic height is computed by dividing the NAVD 88
 AI4100.geopotential number by the normal gravity value computed on the
 AI4100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4100.degrees latitude (g = 980.6199 gals.).
 AI4100
 AI4100.The modeled gravity was interpolated from observed gravity values.
 AI4100
 AI4100;                    North         East    Units  Estimated Accuracy
 AI4100;SPC SD N     -   178,060.      504,210.      MT  (+/- 180 meters Scaled)
 AI4100
 AI4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR260330(NAD 83)
 AI4100
 AI4100                          SUPERSEDED SURVEY CONTROL
 AI4100
 AI4100.No superseded survey control is available for this station.
 AI4100
 AI4100_MARKER: Z = SEE DESCRIPTION
 AI4100_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4100_STAMPING: 20-152.80 1997
 AI4100_MARK LOGO: NGS
 AI4100_PROJECTION: FLUSH
 AI4100_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4100+STABILITY: POSITION/ELEVATION WELL
 AI4100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4100+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4100_ROD/PIPE-DEPTH: 6.4 meters
 AI4100_SLEEVE-DEPTH  : 2.0 meters
 AI4100
 AI4100  HISTORY     - Date     Condition        Report By
 AI4100  HISTORY     - 1997     MONUMENTED       SDDT
 AI4100  HISTORY     - 19990622 GOOD             NGS
 AI4100
 AI4100                          STATION DESCRIPTION
 AI4100
 AI4100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4100'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4100'TIMBER LAKE, THENCE 11.8 KM (7.35 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4100'29.8 M (97.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 24.7 M (81.0 FT)
 AI4100'WEST OF THE CENTERLINE OF STATE HIGHWAY 63, 0.5 M (1.6 FT) BELOW THE
 AI4100'LEVEL OF THE HIGHWAYS, 0.4 M (1.3 FT) SOUTHWEST OF A METAL GUARD POST,
 AI4100'AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 AI4100'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AI4100'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AI4100'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI4100'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4101 ***********************************************************************
 AI4101  DESIGNATION -  20 153.32
 AI4101  PID         -  AI4101
 AI4101  STATE/COUNTY-  SD/DEWEY
 AI4101  COUNTRY     -  US
 AI4101  USGS QUAD   -  BREWER BUTTE (2017)
 AI4101
 AI4101                         *CURRENT SURVEY CONTROL
 AI4101  ______________________________________________________________________
 AI4101* NAD 83(1986) POSITION- 45 25 47.     (N) 101 12 51.     (W)   SCALED
 AI4101* NAVD 88 ORTHO HEIGHT -   684.866 (meters)     2246.93  (feet) ADJUSTED
 AI4101  ______________________________________________________________________
 AI4101  GEOID HEIGHT    -        -20.894 (meters)                     GEOID18
 AI4101  DYNAMIC HEIGHT  -        684.770 (meters)     2246.62  (feet) COMP
 AI4101  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 AI4101
 AI4101  VERT ORDER      -  FIRST     CLASS II
 AI4101
 AI4101.The horizontal coordinates were scaled from a map and have
 AI4101.an estimated accuracy of +/- 6 seconds.
 AI4101
 AI4101.The orthometric height was determined by differential leveling and
 AI4101.adjusted by the NATIONAL GEODETIC SURVEY
 AI4101.in April 2000.
 AI4101
 AI4101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4101.GEOID18 height accuracy estimate available here.
 AI4101
 AI4101.Click photographs - Photos may exist for this station.
 AI4101
 AI4101.The dynamic height is computed by dividing the NAVD 88
 AI4101.geopotential number by the normal gravity value computed on the
 AI4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4101.degrees latitude (g = 980.6199 gals.).
 AI4101
 AI4101.The modeled gravity was interpolated from observed gravity values.
 AI4101
 AI4101;                    North         East    Units  Estimated Accuracy
 AI4101;SPC SD N     -   178,110.      504,990.      MT  (+/- 180 meters Scaled)
 AI4101
 AI4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR267330(NAD 83)
 AI4101
 AI4101                          SUPERSEDED SURVEY CONTROL
 AI4101
 AI4101.No superseded survey control is available for this station.
 AI4101
 AI4101_MARKER: DB = BENCH MARK DISK
 AI4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4101_STAMPING: 20-153.32
 AI4101_MARK LOGO: SDDT
 AI4101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4101+STABILITY: SURFACE MOTION
 AI4101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4101+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4101
 AI4101  HISTORY     - Date     Condition        Report By
 AI4101  HISTORY     - 1998     MONUMENTED       SDDT
 AI4101  HISTORY     - 19990622 GOOD             NGS
 AI4101
 AI4101                          STATION DESCRIPTION
 AI4101
 AI4101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4101'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4101'TIMBER LAKE, THENCE 11.0 KM (6.85 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4101'22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) WEST
 AI4101'OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2
 AI4101'M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4101'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4102 ***********************************************************************
 AI4102  DESIGNATION -  20 154.34
 AI4102  PID         -  AI4102
 AI4102  STATE/COUNTY-  SD/DEWEY
 AI4102  COUNTRY     -  US
 AI4102  USGS QUAD   -  BREWER BUTTE (2017)
 AI4102
 AI4102                         *CURRENT SURVEY CONTROL
 AI4102  ______________________________________________________________________
 AI4102* NAD 83(1986) POSITION- 45 25 46.     (N) 101 11 34.     (W)   SCALED
 AI4102* NAVD 88 ORTHO HEIGHT -   672.631 (meters)     2206.79  (feet) ADJUSTED
 AI4102  ______________________________________________________________________
 AI4102  GEOID HEIGHT    -        -20.938 (meters)                     GEOID18
 AI4102  DYNAMIC HEIGHT  -        672.535 (meters)     2206.48  (feet) COMP
 AI4102  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 AI4102
 AI4102  VERT ORDER      -  FIRST     CLASS II
 AI4102
 AI4102.The horizontal coordinates were scaled from a map and have
 AI4102.an estimated accuracy of +/- 6 seconds.
 AI4102
 AI4102.The orthometric height was determined by differential leveling and
 AI4102.adjusted by the NATIONAL GEODETIC SURVEY
 AI4102.in April 2000.
 AI4102
 AI4102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4102.GEOID18 height accuracy estimate available here.
 AI4102
 AI4102.Click photographs - Photos may exist for this station.
 AI4102
 AI4102.The dynamic height is computed by dividing the NAVD 88
 AI4102.geopotential number by the normal gravity value computed on the
 AI4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4102.degrees latitude (g = 980.6199 gals.).
 AI4102
 AI4102.The modeled gravity was interpolated from observed gravity values.
 AI4102
 AI4102;                    North         East    Units  Estimated Accuracy
 AI4102;SPC SD N     -   178,050.      506,670.      MT  (+/- 180 meters Scaled)
 AI4102
 AI4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR284329(NAD 83)
 AI4102
 AI4102                          SUPERSEDED SURVEY CONTROL
 AI4102
 AI4102.No superseded survey control is available for this station.
 AI4102
 AI4102_MARKER: DB = BENCH MARK DISK
 AI4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4102_STAMPING: 20-154.34
 AI4102_MARK LOGO: SDDT
 AI4102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4102+STABILITY: SURFACE MOTION
 AI4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4102+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4102
 AI4102  HISTORY     - Date     Condition        Report By
 AI4102  HISTORY     - 1998     MONUMENTED       SDDT
 AI4102  HISTORY     - 19990622 GOOD             NGS
 AI4102
 AI4102                          STATION DESCRIPTION
 AI4102
 AI4102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4102'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4102'TIMBER LAKE, THENCE 9.3 KM (5.75 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4102'22.9 M (75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.1 M (13.5 FT) WEST
 AI4102'OF A UTILITY POLE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AI4102'M (1.6 FT) EAST OF A RIGHT-OF-WAY POST, 0.1 M (0.3 FT) SOUTH OF A
 AI4102'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4102'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4103 ***********************************************************************
 AI4103  DESIGNATION -  20 155.35
 AI4103  PID         -  AI4103
 AI4103  STATE/COUNTY-  SD/DEWEY
 AI4103  COUNTRY     -  US
 AI4103  USGS QUAD   -  BREWER BUTTE (2017)
 AI4103
 AI4103                         *CURRENT SURVEY CONTROL
 AI4103  ______________________________________________________________________
 AI4103* NAD 83(1986) POSITION- 45 25 46.     (N) 101 10 20.     (W)   SCALED
 AI4103* NAVD 88 ORTHO HEIGHT -   673.647 (meters)     2210.12  (feet) ADJUSTED
 AI4103  ______________________________________________________________________
 AI4103  GEOID HEIGHT    -        -20.980 (meters)                     GEOID18
 AI4103  DYNAMIC HEIGHT  -        673.551 (meters)     2209.81  (feet) COMP
 AI4103  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 AI4103
 AI4103  VERT ORDER      -  FIRST     CLASS II
 AI4103
 AI4103.The horizontal coordinates were scaled from a map and have
 AI4103.an estimated accuracy of +/- 6 seconds.
 AI4103
 AI4103.The orthometric height was determined by differential leveling and
 AI4103.adjusted by the NATIONAL GEODETIC SURVEY
 AI4103.in April 2000.
 AI4103
 AI4103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4103.GEOID18 height accuracy estimate available here.
 AI4103
 AI4103.Click photographs - Photos may exist for this station.
 AI4103
 AI4103.The dynamic height is computed by dividing the NAVD 88
 AI4103.geopotential number by the normal gravity value computed on the
 AI4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4103.degrees latitude (g = 980.6199 gals.).
 AI4103
 AI4103.The modeled gravity was interpolated from observed gravity values.
 AI4103
 AI4103;                    North         East    Units  Estimated Accuracy
 AI4103;SPC SD N     -   178,030.      508,270.      MT  (+/- 180 meters Scaled)
 AI4103
 AI4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR300329(NAD 83)
 AI4103
 AI4103                          SUPERSEDED SURVEY CONTROL
 AI4103
 AI4103.No superseded survey control is available for this station.
 AI4103
 AI4103_MARKER: DB = BENCH MARK DISK
 AI4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4103_STAMPING: 20-155.35
 AI4103_MARK LOGO: SDDT
 AI4103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4103+STABILITY: SURFACE MOTION
 AI4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4103+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4103
 AI4103  HISTORY     - Date     Condition        Report By
 AI4103  HISTORY     - 1998     MONUMENTED       SDDT
 AI4103  HISTORY     - 19990622 GOOD             NGS
 AI4103
 AI4103                          STATION DESCRIPTION
 AI4103
 AI4103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4103'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4103'TIMBER LAKE, THENCE 7.7 KM (4.80 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4103'22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.7 M (38.4 FT)
 AI4103'WEST OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI4103'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE CORNER, AND THE
 AI4103'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AI4103'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4104 ***********************************************************************
 AI4104  DESIGNATION -  20 156.37
 AI4104  PID         -  AI4104
 AI4104  STATE/COUNTY-  SD/DEWEY
 AI4104  COUNTRY     -  US
 AI4104  USGS QUAD   -  BREWER BUTTE (2017)
 AI4104
 AI4104                         *CURRENT SURVEY CONTROL
 AI4104  ______________________________________________________________________
 AI4104* NAD 83(1986) POSITION- 45 25 47.     (N) 101 09 05.     (W)   SCALED
 AI4104* NAVD 88 ORTHO HEIGHT -   665.011 (meters)     2181.79  (feet) ADJUSTED
 AI4104  ______________________________________________________________________
 AI4104  GEOID HEIGHT    -        -21.023 (meters)                     GEOID18
 AI4104  DYNAMIC HEIGHT  -        664.917 (meters)     2181.48  (feet) COMP
 AI4104  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 AI4104
 AI4104  VERT ORDER      -  FIRST     CLASS II
 AI4104
 AI4104.The horizontal coordinates were scaled from a map and have
 AI4104.an estimated accuracy of +/- 6 seconds.
 AI4104
 AI4104.The orthometric height was determined by differential leveling and
 AI4104.adjusted by the NATIONAL GEODETIC SURVEY
 AI4104.in April 2000.
 AI4104
 AI4104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4104.GEOID18 height accuracy estimate available here.
 AI4104
 AI4104.Click photographs - Photos may exist for this station.
 AI4104
 AI4104.The dynamic height is computed by dividing the NAVD 88
 AI4104.geopotential number by the normal gravity value computed on the
 AI4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4104.degrees latitude (g = 980.6199 gals.).
 AI4104
 AI4104.The modeled gravity was interpolated from observed gravity values.
 AI4104
 AI4104;                    North         East    Units  Estimated Accuracy
 AI4104;SPC SD N     -   178,040.      509,900.      MT  (+/- 180 meters Scaled)
 AI4104
 AI4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR317329(NAD 83)
 AI4104
 AI4104                          SUPERSEDED SURVEY CONTROL
 AI4104
 AI4104.No superseded survey control is available for this station.
 AI4104
 AI4104_MARKER: DB = BENCH MARK DISK
 AI4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4104_STAMPING: 20-156.37
 AI4104_MARK LOGO: SDDT
 AI4104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4104+STABILITY: SURFACE MOTION
 AI4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4104+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4104
 AI4104  HISTORY     - Date     Condition        Report By
 AI4104  HISTORY     - 1998     MONUMENTED       SDDT
 AI4104  HISTORY     - 19990622 GOOD             NGS
 AI4104
 AI4104                          STATION DESCRIPTION
 AI4104
 AI4104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4104'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4104'TIMBER LAKE, THENCE 6.1 KM (3.80 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4104'22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) EAST
 AI4104'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AI4104'THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A T-FENCE CORNER, 0.1 M (0.3
 AI4104'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4104'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4105 ***********************************************************************
 AI4105  DESIGNATION -  20 157.40
 AI4105  PID         -  AI4105
 AI4105  STATE/COUNTY-  SD/DEWEY
 AI4105  COUNTRY     -  US
 AI4105  USGS QUAD   -  BREWER BUTTE (2017)
 AI4105
 AI4105                         *CURRENT SURVEY CONTROL
 AI4105  ______________________________________________________________________
 AI4105* NAD 83(1986) POSITION- 45 25 46.     (N) 101 07 51.     (W)   SCALED
 AI4105* NAVD 88 ORTHO HEIGHT -   661.061 (meters)     2168.83  (feet) ADJUSTED
 AI4105  ______________________________________________________________________
 AI4105  GEOID HEIGHT    -        -21.065 (meters)                     GEOID18
 AI4105  DYNAMIC HEIGHT  -        660.967 (meters)     2168.52  (feet) COMP
 AI4105  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 AI4105
 AI4105  VERT ORDER      -  FIRST     CLASS II
 AI4105
 AI4105.The horizontal coordinates were scaled from a map and have
 AI4105.an estimated accuracy of +/- 6 seconds.
 AI4105
 AI4105.The orthometric height was determined by differential leveling and
 AI4105.adjusted by the NATIONAL GEODETIC SURVEY
 AI4105.in April 2000.
 AI4105
 AI4105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4105.GEOID18 height accuracy estimate available here.
 AI4105
 AI4105.Click photographs - Photos may exist for this station.
 AI4105
 AI4105.The dynamic height is computed by dividing the NAVD 88
 AI4105.geopotential number by the normal gravity value computed on the
 AI4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4105.degrees latitude (g = 980.6199 gals.).
 AI4105
 AI4105.The modeled gravity was interpolated from observed gravity values.
 AI4105
 AI4105;                    North         East    Units  Estimated Accuracy
 AI4105;SPC SD N     -   177,990.      511,510.      MT  (+/- 180 meters Scaled)
 AI4105
 AI4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR333328(NAD 83)
 AI4105
 AI4105                          SUPERSEDED SURVEY CONTROL
 AI4105
 AI4105.No superseded survey control is available for this station.
 AI4105
 AI4105_MARKER: DB = BENCH MARK DISK
 AI4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4105_STAMPING: 20-157.40
 AI4105_MARK LOGO: SDDT
 AI4105_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4105+STABILITY: SURFACE MOTION
 AI4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4105+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4105
 AI4105  HISTORY     - Date     Condition        Report By
 AI4105  HISTORY     - 1998     MONUMENTED       SDDT
 AI4105  HISTORY     - 19990622 GOOD             NGS
 AI4105
 AI4105                          STATION DESCRIPTION
 AI4105
 AI4105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4105'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4105'TIMBER LAKE, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4105'26.4 M (86.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.3 M (73.2
 AI4105'FT) NORTH OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT) EAST OF
 AI4105'UNDERGROUND CABLE JUNCTION BOX NUMBER L P 3, 1.0 M (3.3 FT) BELOW THE
 AI4105'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT)
 AI4105'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4105'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4106 ***********************************************************************
 AI4106  DESIGNATION -  20 157.90
 AI4106  PID         -  AI4106
 AI4106  STATE/COUNTY-  SD/DEWEY
 AI4106  COUNTRY     -  US
 AI4106  USGS QUAD   -  TIMBER LAKE (2017)
 AI4106
 AI4106                         *CURRENT SURVEY CONTROL
 AI4106  ______________________________________________________________________
 AI4106* NAD 83(1986) POSITION- 45 25 51.     (N) 101 07 15.     (W)   SCALED
 AI4106* NAVD 88 ORTHO HEIGHT -   660.265 (meters)     2166.22  (feet) ADJUSTED
 AI4106  ______________________________________________________________________
 AI4106  GEOID HEIGHT    -        -21.084 (meters)                     GEOID18
 AI4106  DYNAMIC HEIGHT  -        660.171 (meters)     2165.91  (feet) COMP
 AI4106  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 AI4106
 AI4106  VERT ORDER      -  FIRST     CLASS II
 AI4106
 AI4106.The horizontal coordinates were scaled from a map and have
 AI4106.an estimated accuracy of +/- 6 seconds.
 AI4106
 AI4106.The orthometric height was determined by differential leveling and
 AI4106.adjusted by the NATIONAL GEODETIC SURVEY
 AI4106.in April 2000.
 AI4106
 AI4106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4106.GEOID18 height accuracy estimate available here.
 AI4106
 AI4106.Click photographs - Photos may exist for this station.
 AI4106
 AI4106.The dynamic height is computed by dividing the NAVD 88
 AI4106.geopotential number by the normal gravity value computed on the
 AI4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4106.degrees latitude (g = 980.6199 gals.).
 AI4106
 AI4106.The modeled gravity was interpolated from observed gravity values.
 AI4106
 AI4106;                    North         East    Units  Estimated Accuracy
 AI4106;SPC SD N     -   178,130.      512,300.      MT  (+/- 180 meters Scaled)
 AI4106
 AI4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR341330(NAD 83)
 AI4106
 AI4106                          SUPERSEDED SURVEY CONTROL
 AI4106
 AI4106.No superseded survey control is available for this station.
 AI4106
 AI4106_MARKER: Z = SEE DESCRIPTION
 AI4106_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4106_STAMPING: 20-157.90 1997
 AI4106_MARK LOGO: NGS
 AI4106_PROJECTION: FLUSH
 AI4106_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4106+STABILITY: POSITION/ELEVATION WELL
 AI4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4106+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4106_ROD/PIPE-DEPTH: 6.4 meters
 AI4106_SLEEVE-DEPTH  : 2.0 meters
 AI4106
 AI4106  HISTORY     - Date     Condition        Report By
 AI4106  HISTORY     - 1997     MONUMENTED       SDDT
 AI4106  HISTORY     - 19990622 GOOD             NGS
 AI4106
 AI4106                          STATION DESCRIPTION
 AI4106
 AI4106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4106'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4106'TIMBER LAKE, THENCE 3.7 KM (2.30 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4106'124.7 M (409.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT)
 AI4106'WEST OF THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) EAST OF A FENCE,
 AI4106'0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTHWEST
 AI4106'OF A METAL GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 AI4106'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AI4106'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AI4106'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI4106'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4107 ***********************************************************************
 AI4107  DESIGNATION -  20 158.28
 AI4107  PID         -  AI4107
 AI4107  STATE/COUNTY-  SD/DEWEY
 AI4107  COUNTRY     -  US
 AI4107  USGS QUAD   -  TIMBER LAKE (2017)
 AI4107
 AI4107                         *CURRENT SURVEY CONTROL
 AI4107  ______________________________________________________________________
 AI4107* NAD 83(1986) POSITION- 45 25 48.     (N) 101 06 47.     (W)   SCALED
 AI4107* NAVD 88 ORTHO HEIGHT -   659.978 (meters)     2165.28  (feet) ADJUSTED
 AI4107  ______________________________________________________________________
 AI4107  GEOID HEIGHT    -        -21.099 (meters)                     GEOID18
 AI4107  DYNAMIC HEIGHT  -        659.884 (meters)     2164.97  (feet) COMP
 AI4107  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 AI4107
 AI4107  VERT ORDER      -  FIRST     CLASS II
 AI4107
 AI4107.The horizontal coordinates were scaled from a map and have
 AI4107.an estimated accuracy of +/- 6 seconds.
 AI4107
 AI4107.The orthometric height was determined by differential leveling and
 AI4107.adjusted by the NATIONAL GEODETIC SURVEY
 AI4107.in April 2000.
 AI4107
 AI4107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4107.GEOID18 height accuracy estimate available here.
 AI4107
 AI4107.Click photographs - Photos may exist for this station.
 AI4107
 AI4107.The dynamic height is computed by dividing the NAVD 88
 AI4107.geopotential number by the normal gravity value computed on the
 AI4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4107.degrees latitude (g = 980.6199 gals.).
 AI4107
 AI4107.The modeled gravity was interpolated from observed gravity values.
 AI4107
 AI4107;                    North         East    Units  Estimated Accuracy
 AI4107;SPC SD N     -   178,030.      512,900.      MT  (+/- 180 meters Scaled)
 AI4107
 AI4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR347328(NAD 83)
 AI4107
 AI4107                          SUPERSEDED SURVEY CONTROL
 AI4107
 AI4107.No superseded survey control is available for this station.
 AI4107
 AI4107_MARKER: DB = BENCH MARK DISK
 AI4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4107_STAMPING: 20-158.28
 AI4107_MARK LOGO: SDDT
 AI4107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4107+STABILITY: SURFACE MOTION
 AI4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4107+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4107
 AI4107  HISTORY     - Date     Condition        Report By
 AI4107  HISTORY     - 1998     MONUMENTED       SDDT
 AI4107  HISTORY     - 19990622 GOOD             NGS
 AI4107
 AI4107                          STATION DESCRIPTION
 AI4107
 AI4107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4107'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4107'TIMBER LAKE, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4107'23.3 M (76.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.5 M (54.1 FT)
 AI4107'WEST OF THE CENTER OF A DRIVEWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AI4107'THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AI4107'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4107'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4108 ***********************************************************************
 AI4108  DESIGNATION -  20 159.38
 AI4108  PID         -  AI4108
 AI4108  STATE/COUNTY-  SD/DEWEY
 AI4108  COUNTRY     -  US
 AI4108  USGS QUAD   -  TIMBER LAKE (2017)
 AI4108
 AI4108                         *CURRENT SURVEY CONTROL
 AI4108  ______________________________________________________________________
 AI4108* NAD 83(1986) POSITION- 45 25 48.     (N) 101 05 26.     (W)   SCALED
 AI4108* NAVD 88 ORTHO HEIGHT -   657.745 (meters)     2157.95  (feet) ADJUSTED
 AI4108  ______________________________________________________________________
 AI4108  GEOID HEIGHT    -        -21.141 (meters)                     GEOID18
 AI4108  DYNAMIC HEIGHT  -        657.652 (meters)     2157.65  (feet) COMP
 AI4108  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 AI4108
 AI4108  VERT ORDER      -  FIRST     CLASS II
 AI4108
 AI4108.The horizontal coordinates were scaled from a map and have
 AI4108.an estimated accuracy of +/- 6 seconds.
 AI4108
 AI4108.The orthometric height was determined by differential leveling and
 AI4108.adjusted by the NATIONAL GEODETIC SURVEY
 AI4108.in April 2000.
 AI4108
 AI4108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4108.GEOID18 height accuracy estimate available here.
 AI4108
 AI4108.Click photographs - Photos may exist for this station.
 AI4108
 AI4108.The dynamic height is computed by dividing the NAVD 88
 AI4108.geopotential number by the normal gravity value computed on the
 AI4108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4108.degrees latitude (g = 980.6199 gals.).
 AI4108
 AI4108.The modeled gravity was interpolated from observed gravity values.
 AI4108
 AI4108;                    North         East    Units  Estimated Accuracy
 AI4108;SPC SD N     -   178,000.      514,670.      MT  (+/- 180 meters Scaled)
 AI4108
 AI4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR364328(NAD 83)
 AI4108
 AI4108                          SUPERSEDED SURVEY CONTROL
 AI4108
 AI4108.No superseded survey control is available for this station.
 AI4108
 AI4108_MARKER: DB = BENCH MARK DISK
 AI4108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4108_STAMPING: 20-159.38
 AI4108_MARK LOGO: SDDT
 AI4108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4108+STABILITY: SURFACE MOTION
 AI4108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4108+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4108
 AI4108  HISTORY     - Date     Condition        Report By
 AI4108  HISTORY     - 1998     MONUMENTED       SDDT
 AI4108  HISTORY     - 19990622 GOOD             NGS
 AI4108
 AI4108                          STATION DESCRIPTION
 AI4108
 AI4108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4108'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4108'TIMBER LAKE, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI4108'22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT)
 AI4108'EAST OF THE MOST EASTERLY OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT)
 AI4108'SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M
 AI4108'(0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4108'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4109 ***********************************************************************
 AI4109  DESIGNATION -  20 160.45
 AI4109  PID         -  AI4109
 AI4109  STATE/COUNTY-  SD/DEWEY
 AI4109  COUNTRY     -  US
 AI4109  USGS QUAD   -  TIMBER LAKE (2017)
 AI4109
 AI4109                         *CURRENT SURVEY CONTROL
 AI4109  ______________________________________________________________________
 AI4109* NAD 83(1986) POSITION- 45 26 00.     (N) 101 04 06.     (W)   SCALED
 AI4109* NAVD 88 ORTHO HEIGHT -   659.341 (meters)     2163.19  (feet) ADJUSTED
 AI4109  ______________________________________________________________________
 AI4109  GEOID HEIGHT    -        -21.177 (meters)                     GEOID18
 AI4109  DYNAMIC HEIGHT  -        659.249 (meters)     2162.89  (feet) COMP
 AI4109  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 AI4109
 AI4109  VERT ORDER      -  FIRST     CLASS II
 AI4109
 AI4109.The horizontal coordinates were scaled from a map and have
 AI4109.an estimated accuracy of +/- 6 seconds.
 AI4109
 AI4109.The orthometric height was determined by differential leveling and
 AI4109.adjusted by the NATIONAL GEODETIC SURVEY
 AI4109.in April 2000.
 AI4109
 AI4109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4109.GEOID18 height accuracy estimate available here.
 AI4109
 AI4109.Click photographs - Photos may exist for this station.
 AI4109
 AI4109.The dynamic height is computed by dividing the NAVD 88
 AI4109.geopotential number by the normal gravity value computed on the
 AI4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4109.degrees latitude (g = 980.6199 gals.).
 AI4109
 AI4109.The modeled gravity was interpolated from observed gravity values.
 AI4109
 AI4109;                    North         East    Units  Estimated Accuracy
 AI4109;SPC SD N     -   178,350.      516,410.      MT  (+/- 180 meters Scaled)
 AI4109
 AI4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR382331(NAD 83)
 AI4109
 AI4109                          SUPERSEDED SURVEY CONTROL
 AI4109
 AI4109.No superseded survey control is available for this station.
 AI4109
 AI4109_MARKER: DB = BENCH MARK DISK
 AI4109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4109_STAMPING: 20-160.45
 AI4109_MARK LOGO: SDDT
 AI4109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4109+STABILITY: SURFACE MOTION
 AI4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4109+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4109
 AI4109  HISTORY     - Date     Condition        Report By
 AI4109  HISTORY     - 1998     MONUMENTED       SDDT
 AI4109  HISTORY     - 19990623 GOOD             NGS
 AI4109
 AI4109                          STATION DESCRIPTION
 AI4109
 AI4109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4109'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4109'TIMBER LAKE, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4109'21.4 M (70.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) EAST
 AI4109'OF THE CENTER OF A DIRT ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AI4109'HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AI4109'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4109'RIGHT-OF-WAY
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4110 ***********************************************************************
 AI4110  DESIGNATION -  20 161.05
 AI4110  PID         -  AI4110
 AI4110  STATE/COUNTY-  SD/DEWEY
 AI4110  COUNTRY     -  US
 AI4110  USGS QUAD   -  TIMBER LAKE (2017)
 AI4110
 AI4110                         *CURRENT SURVEY CONTROL
 AI4110  ______________________________________________________________________
 AI4110* NAD 83(1986) POSITION- 45 26 20.     (N) 101 03 48.     (W)   SCALED
 AI4110* NAVD 88 ORTHO HEIGHT -   658.954 (meters)     2161.92  (feet) ADJUSTED
 AI4110  ______________________________________________________________________
 AI4110  GEOID HEIGHT    -        -21.181 (meters)                     GEOID18
 AI4110  DYNAMIC HEIGHT  -        658.862 (meters)     2161.62  (feet) COMP
 AI4110  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 AI4110
 AI4110  VERT ORDER      -  FIRST     CLASS II
 AI4110
 AI4110.The horizontal coordinates were scaled from a map and have
 AI4110.an estimated accuracy of +/- 6 seconds.
 AI4110
 AI4110.The orthometric height was determined by differential leveling and
 AI4110.adjusted by the NATIONAL GEODETIC SURVEY
 AI4110.in April 2000.
 AI4110
 AI4110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4110.GEOID18 height accuracy estimate available here.
 AI4110
 AI4110.Click photographs - Photos may exist for this station.
 AI4110
 AI4110.The dynamic height is computed by dividing the NAVD 88
 AI4110.geopotential number by the normal gravity value computed on the
 AI4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4110.degrees latitude (g = 980.6199 gals.).
 AI4110
 AI4110.The modeled gravity was interpolated from observed gravity values.
 AI4110
 AI4110;                    North         East    Units  Estimated Accuracy
 AI4110;SPC SD N     -   178,960.      516,810.      MT  (+/- 180 meters Scaled)
 AI4110
 AI4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR386337(NAD 83)
 AI4110
 AI4110                          SUPERSEDED SURVEY CONTROL
 AI4110
 AI4110.No superseded survey control is available for this station.
 AI4110
 AI4110_MARKER: DB = BENCH MARK DISK
 AI4110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4110_STAMPING: 20-161.05
 AI4110_MARK LOGO: SDDT
 AI4110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4110+STABILITY: SURFACE MOTION
 AI4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4110+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4110
 AI4110  HISTORY     - Date     Condition        Report By
 AI4110  HISTORY     - 1998     MONUMENTED       SDDT
 AI4110  HISTORY     - 19990623 GOOD             NGS
 AI4110
 AI4110                          STATION DESCRIPTION
 AI4110
 AI4110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4110'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4110'TIMBER LAKE, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4110'29.6 M (97.1 FT) NORTHEAST OF A T-FENCE CORNER, 22.2 M (72.8 FT) WEST
 AI4110'OF THE HIGHWAY CENTERLINE, 19.5 M (64.0 FT) EAST OF A FENCE, 0.5 M
 AI4110'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTHEAST OF A
 AI4110'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AI4110'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4111 ***********************************************************************
 AI4111  DESIGNATION -  20 161.90
 AI4111  PID         -  AI4111
 AI4111  STATE/COUNTY-  SD/DEWEY
 AI4111  COUNTRY     -  US
 AI4111  USGS QUAD   -  TIMBER LAKE (2017)
 AI4111
 AI4111                         *CURRENT SURVEY CONTROL
 AI4111  ______________________________________________________________________
 AI4111* NAD 83(1986) POSITION- 45 27 03.     (N) 101 03 35.     (W)   SCALED
 AI4111* NAVD 88 ORTHO HEIGHT -   669.395 (meters)     2196.17  (feet) ADJUSTED
 AI4111  ______________________________________________________________________
 AI4111  GEOID HEIGHT    -        -21.178 (meters)                     GEOID18
 AI4111  DYNAMIC HEIGHT  -        669.302 (meters)     2195.87  (feet) COMP
 AI4111  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 AI4111
 AI4111  VERT ORDER      -  FIRST     CLASS II
 AI4111
 AI4111.The horizontal coordinates were scaled from a map and have
 AI4111.an estimated accuracy of +/- 6 seconds.
 AI4111
 AI4111.The orthometric height was determined by differential leveling and
 AI4111.adjusted by the NATIONAL GEODETIC SURVEY
 AI4111.in April 2000.
 AI4111
 AI4111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4111.GEOID18 height accuracy estimate available here.
 AI4111
 AI4111.Click photographs - Photos may exist for this station.
 AI4111
 AI4111.The dynamic height is computed by dividing the NAVD 88
 AI4111.geopotential number by the normal gravity value computed on the
 AI4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4111.degrees latitude (g = 980.6199 gals.).
 AI4111
 AI4111.The modeled gravity was interpolated from observed gravity values.
 AI4111
 AI4111;                    North         East    Units  Estimated Accuracy
 AI4111;SPC SD N     -   180,290.      517,110.      MT  (+/- 180 meters Scaled)
 AI4111
 AI4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR389350(NAD 83)
 AI4111
 AI4111                          SUPERSEDED SURVEY CONTROL
 AI4111
 AI4111.No superseded survey control is available for this station.
 AI4111
 AI4111_MARKER: DB = BENCH MARK DISK
 AI4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4111_STAMPING: 20-161.90
 AI4111_MARK LOGO: SDDT
 AI4111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4111+STABILITY: SURFACE MOTION
 AI4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4111+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4111
 AI4111  HISTORY     - Date     Condition        Report By
 AI4111  HISTORY     - 1998     MONUMENTED       SDDT
 AI4111  HISTORY     - 19990623 GOOD             NGS
 AI4111
 AI4111                          STATION DESCRIPTION
 AI4111
 AI4111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4111'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4111'TIMBER LAKE, THENCE 2.7 KM (1.65 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4111'22.5 M (73.8 FT) WEST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) EAST
 AI4111'OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI4111'0.1 M (0.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 AI4111'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI4111'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4112 ***********************************************************************
 AI4112  DESIGNATION -  20 162.94
 AI4112  PID         -  AI4112
 AI4112  STATE/COUNTY-  SD/DEWEY
 AI4112  COUNTRY     -  US
 AI4112  USGS QUAD   -  TIMBER LAKE (2017)
 AI4112
 AI4112                         *CURRENT SURVEY CONTROL
 AI4112  ______________________________________________________________________
 AI4112* NAD 83(1986) POSITION- 45 27 54.     (N) 101 03 32.     (W)   SCALED
 AI4112* NAVD 88 ORTHO HEIGHT -   671.415 (meters)     2202.80  (feet) ADJUSTED
 AI4112  ______________________________________________________________________
 AI4112  GEOID HEIGHT    -        -21.171 (meters)                     GEOID18
 AI4112  DYNAMIC HEIGHT  -        671.323 (meters)     2202.50  (feet) COMP
 AI4112  MODELED GRAVITY -    980,456.9   (mgal)                       NAVD 88
 AI4112
 AI4112  VERT ORDER      -  FIRST     CLASS II
 AI4112
 AI4112.The horizontal coordinates were scaled from a map and have
 AI4112.an estimated accuracy of +/- 6 seconds.
 AI4112
 AI4112.The orthometric height was determined by differential leveling and
 AI4112.adjusted by the NATIONAL GEODETIC SURVEY
 AI4112.in April 2000.
 AI4112
 AI4112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4112.GEOID18 height accuracy estimate available here.
 AI4112
 AI4112.Click photographs - Photos may exist for this station.
 AI4112
 AI4112.The dynamic height is computed by dividing the NAVD 88
 AI4112.geopotential number by the normal gravity value computed on the
 AI4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4112.degrees latitude (g = 980.6199 gals.).
 AI4112
 AI4112.The modeled gravity was interpolated from observed gravity values.
 AI4112
 AI4112;                    North         East    Units  Estimated Accuracy
 AI4112;SPC SD N     -   181,860.      517,190.      MT  (+/- 180 meters Scaled)
 AI4112
 AI4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR390366(NAD 83)
 AI4112
 AI4112                          SUPERSEDED SURVEY CONTROL
 AI4112
 AI4112.No superseded survey control is available for this station.
 AI4112
 AI4112_MARKER: DB = BENCH MARK DISK
 AI4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4112_STAMPING: 20-162.94
 AI4112_MARK LOGO: SDDT
 AI4112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4112+STABILITY: SURFACE MOTION
 AI4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4112+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4112
 AI4112  HISTORY     - Date     Condition        Report By
 AI4112  HISTORY     - 1998     MONUMENTED       SDDT
 AI4112  HISTORY     - 19990623 GOOD             NGS
 AI4112
 AI4112                          STATION DESCRIPTION
 AI4112
 AI4112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4112'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4112'TIMBER LAKE, THENCE 4.3 KM (2.65 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4112'22.6 M (74.1 FT) WEST OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) EAST
 AI4112'OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1
 AI4112'M (0.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4112'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4114 ***********************************************************************
 AI4114  DESIGNATION -  20 165.10
 AI4114  PID         -  AI4114
 AI4114  STATE/COUNTY-  SD/CORSON
 AI4114  COUNTRY     -  US
 AI4114  USGS QUAD   -  TIMBER LAKE (2017)
 AI4114
 AI4114                         *CURRENT SURVEY CONTROL
 AI4114  ______________________________________________________________________
 AI4114* NAD 83(1986) POSITION- 45 28 24.     (N) 101 02 20.     (W)   SCALED
 AI4114* NAVD 88 ORTHO HEIGHT -   663.685 (meters)     2177.44  (feet) ADJUSTED
 AI4114  ______________________________________________________________________
 AI4114  GEOID HEIGHT    -        -21.194 (meters)                     GEOID18
 AI4114  DYNAMIC HEIGHT  -        663.594 (meters)     2177.14  (feet) COMP
 AI4114  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 AI4114
 AI4114  VERT ORDER      -  FIRST     CLASS II
 AI4114
 AI4114.The horizontal coordinates were scaled from a map and have
 AI4114.an estimated accuracy of +/- 6 seconds.
 AI4114
 AI4114.The orthometric height was determined by differential leveling and
 AI4114.adjusted by the NATIONAL GEODETIC SURVEY
 AI4114.in April 2000.
 AI4114
 AI4114.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4114.GEOID18 height accuracy estimate available here.
 AI4114
 AI4114.Click photographs - Photos may exist for this station.
 AI4114
 AI4114.The dynamic height is computed by dividing the NAVD 88
 AI4114.geopotential number by the normal gravity value computed on the
 AI4114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4114.degrees latitude (g = 980.6199 gals.).
 AI4114
 AI4114.The modeled gravity was interpolated from observed gravity values.
 AI4114
 AI4114;                    North         East    Units  Estimated Accuracy
 AI4114;SPC SD N     -   182,770.      518,770.      MT  (+/- 180 meters Scaled)
 AI4114
 AI4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR406375(NAD 83)
 AI4114
 AI4114                          SUPERSEDED SURVEY CONTROL
 AI4114
 AI4114.No superseded survey control is available for this station.
 AI4114
 AI4114_MARKER: DD = SURVEY DISK
 AI4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4114_STAMPING: 20-165.10 1997
 AI4114_MARK LOGO: SDSM
 AI4114_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4114+STABILITY: SURFACE MOTION
 AI4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4114+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4114
 AI4114  HISTORY     - Date     Condition        Report By
 AI4114  HISTORY     - 1997     MONUMENTED       SDDT
 AI4114  HISTORY     - 19990623 GOOD             NGS
 AI4114
 AI4114                          STATION DESCRIPTION
 AI4114
 AI4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4114'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4114'TIMBER LAKE, THENCE 6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4114'101.3 M (332.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.6 M (31.5 FT)
 AI4114'WEST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) EAST OF A FENCE
 AI4114'CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 AI4114'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4114'SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4115 ***********************************************************************
 AI4115  DESIGNATION -  20 166.15
 AI4115  PID         -  AI4115
 AI4115  STATE/COUNTY-  SD/DEWEY
 AI4115  COUNTRY     -  US
 AI4115  USGS QUAD   -  TIMBER LAKE (2017)
 AI4115
 AI4115                         *CURRENT SURVEY CONTROL
 AI4115  ______________________________________________________________________
 AI4115* NAD 83(1986) POSITION- 45 28 16.     (N) 101 01 07.     (W)   SCALED
 AI4115* NAVD 88 ORTHO HEIGHT -   659.045 (meters)     2162.22  (feet) ADJUSTED
 AI4115  ______________________________________________________________________
 AI4115  GEOID HEIGHT    -        -21.221 (meters)                     GEOID18
 AI4115  DYNAMIC HEIGHT  -        658.955 (meters)     2161.92  (feet) COMP
 AI4115  MODELED GRAVITY -    980,458.3   (mgal)                       NAVD 88
 AI4115
 AI4115  VERT ORDER      -  FIRST     CLASS II
 AI4115
 AI4115.The horizontal coordinates were scaled from a map and have
 AI4115.an estimated accuracy of +/- 6 seconds.
 AI4115
 AI4115.The orthometric height was determined by differential leveling and
 AI4115.adjusted by the NATIONAL GEODETIC SURVEY
 AI4115.in April 2000.
 AI4115
 AI4115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4115.GEOID18 height accuracy estimate available here.
 AI4115
 AI4115.Click photographs - Photos may exist for this station.
 AI4115
 AI4115.The dynamic height is computed by dividing the NAVD 88
 AI4115.geopotential number by the normal gravity value computed on the
 AI4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4115.degrees latitude (g = 980.6199 gals.).
 AI4115
 AI4115.The modeled gravity was interpolated from observed gravity values.
 AI4115
 AI4115;                    North         East    Units  Estimated Accuracy
 AI4115;SPC SD N     -   182,500.      520,350.      MT  (+/- 180 meters Scaled)
 AI4115
 AI4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR422372(NAD 83)
 AI4115
 AI4115                          SUPERSEDED SURVEY CONTROL
 AI4115
 AI4115.No superseded survey control is available for this station.
 AI4115
 AI4115_MARKER: DD = SURVEY DISK
 AI4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4115_STAMPING: 20-166.15 1997
 AI4115_MARK LOGO: SDSM
 AI4115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4115+STABILITY: SURFACE MOTION
 AI4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4115+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4115
 AI4115  HISTORY     - Date     Condition        Report By
 AI4115  HISTORY     - 1997     MONUMENTED       SDDT
 AI4115  HISTORY     - 19990623 GOOD             NGS
 AI4115
 AI4115                          STATION DESCRIPTION
 AI4115
 AI4115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4115'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4115'TIMBER LAKE, THENCE 8.2 KM (5.10 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4115'70.5 M (231.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT)
 AI4115'SOUTH OF A FENCE CORNER, 5.1 M (16.7 FT) EAST OF THE CENTER OF A TRACK
 AI4115'ROAD, 4.1 M (13.5 FT) NORTH OF THE CENTER OF A GATE, 0.8 M (2.6 FT)
 AI4115'WEST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M
 AI4115'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4115'GROUND SURFACE.  NOTE--THE MONUMENT IS ON SECTION LINE ROAD
 AI4115'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4116 ***********************************************************************
 AI4116  DESIGNATION -  20 167.10
 AI4116  PID         -  AI4116
 AI4116  STATE/COUNTY-  SD/DEWEY
 AI4116  COUNTRY     -  US
 AI4116  USGS QUAD   -  GLENCROSS (2017)
 AI4116
 AI4116                         *CURRENT SURVEY CONTROL
 AI4116  ______________________________________________________________________
 AI4116* NAD 83(1986) POSITION- 45 28 20.     (N) 100 59 50.     (W)   SCALED
 AI4116* NAVD 88 ORTHO HEIGHT -   668.285 (meters)     2192.53  (feet) ADJUSTED
 AI4116  ______________________________________________________________________
 AI4116  GEOID HEIGHT    -        -21.243 (meters)                     GEOID18
 AI4116  DYNAMIC HEIGHT  -        668.195 (meters)     2192.24  (feet) COMP
 AI4116  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 AI4116
 AI4116  VERT ORDER      -  FIRST     CLASS II
 AI4116
 AI4116.The horizontal coordinates were scaled from a map and have
 AI4116.an estimated accuracy of +/- 6 seconds.
 AI4116
 AI4116.The orthometric height was determined by differential leveling and
 AI4116.adjusted by the NATIONAL GEODETIC SURVEY
 AI4116.in April 2000.
 AI4116
 AI4116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4116.GEOID18 height accuracy estimate available here.
 AI4116
 AI4116.Click photographs - Photos may exist for this station.
 AI4116
 AI4116.The dynamic height is computed by dividing the NAVD 88
 AI4116.geopotential number by the normal gravity value computed on the
 AI4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4116.degrees latitude (g = 980.6199 gals.).
 AI4116
 AI4116.The modeled gravity was interpolated from observed gravity values.
 AI4116
 AI4116;                    North         East    Units  Estimated Accuracy
 AI4116;SPC SD N     -   182,600.      522,030.      MT  (+/- 180 meters Scaled)
 AI4116
 AI4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR438373(NAD 83)
 AI4116
 AI4116                          SUPERSEDED SURVEY CONTROL
 AI4116
 AI4116.No superseded survey control is available for this station.
 AI4116
 AI4116_MARKER: DD = SURVEY DISK
 AI4116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4116_STAMPING: 20-167.10 1997
 AI4116_MARK LOGO: SDSM
 AI4116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4116+STABILITY: SURFACE MOTION
 AI4116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4116+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4116
 AI4116  HISTORY     - Date     Condition        Report By
 AI4116  HISTORY     - 1997     MONUMENTED       SDDT
 AI4116  HISTORY     - 19990623 GOOD             NGS
 AI4116
 AI4116                          STATION DESCRIPTION
 AI4116
 AI4116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4116'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4116'TIMBER LAKE, THENCE 9.8 KM (6.10 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4116'59.8 M (196.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 AI4116'SOUTH OF A T-JUNCTION UTILITY POLE WITH 1 GUY CABLE, 10.1 M (33.1 FT)
 AI4116'EAST OF THE CENTER OF A TRACK ROAD, 4.4 M (14.4 FT) SOUTH OF AN
 AI4116'UNDERGROUND CABLE JUNCTION BOX, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AI4116'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST
 AI4116'OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4116'NOTE--THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4117 ***********************************************************************
 AI4117  DESIGNATION -  20 168.15
 AI4117  PID         -  AI4117
 AI4117  STATE/COUNTY-  SD/DEWEY
 AI4117  COUNTRY     -  US
 AI4117  USGS QUAD   -  GLENCROSS (2017)
 AI4117
 AI4117                         *CURRENT SURVEY CONTROL
 AI4117  ______________________________________________________________________
 AI4117* NAD 83(1986) POSITION- 45 28 19.     (N) 100 58 35.     (W)   SCALED
 AI4117* NAVD 88 ORTHO HEIGHT -   670.093 (meters)     2198.46  (feet) ADJUSTED
 AI4117  ______________________________________________________________________
 AI4117  GEOID HEIGHT    -        -21.262 (meters)                     GEOID18
 AI4117  DYNAMIC HEIGHT  -        670.003 (meters)     2198.17  (feet) COMP
 AI4117  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 AI4117
 AI4117  VERT ORDER      -  FIRST     CLASS II
 AI4117
 AI4117.The horizontal coordinates were scaled from a map and have
 AI4117.an estimated accuracy of +/- 6 seconds.
 AI4117
 AI4117.The orthometric height was determined by differential leveling and
 AI4117.adjusted by the NATIONAL GEODETIC SURVEY
 AI4117.in April 2000.
 AI4117
 AI4117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4117.GEOID18 height accuracy estimate available here.
 AI4117
 AI4117.Click photographs - Photos may exist for this station.
 AI4117
 AI4117.The dynamic height is computed by dividing the NAVD 88
 AI4117.geopotential number by the normal gravity value computed on the
 AI4117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4117.degrees latitude (g = 980.6199 gals.).
 AI4117
 AI4117.The modeled gravity was interpolated from observed gravity values.
 AI4117
 AI4117;                    North         East    Units  Estimated Accuracy
 AI4117;SPC SD N     -   182,550.      523,650.      MT  (+/- 180 meters Scaled)
 AI4117
 AI4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR455372(NAD 83)
 AI4117
 AI4117                          SUPERSEDED SURVEY CONTROL
 AI4117
 AI4117.No superseded survey control is available for this station.
 AI4117
 AI4117_MARKER: Z = SEE DESCRIPTION
 AI4117_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4117_STAMPING: 20-168.15 1997
 AI4117_MARK LOGO: NGS
 AI4117_PROJECTION: FLUSH
 AI4117_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4117+STABILITY: POSITION/ELEVATION WELL
 AI4117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4117+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4117_ROD/PIPE-DEPTH: 6.4 meters
 AI4117_SLEEVE-DEPTH  : 2.0 meters
 AI4117
 AI4117  HISTORY     - Date     Condition        Report By
 AI4117  HISTORY     - 1997     MONUMENTED       SDDT
 AI4117  HISTORY     - 19990623 GOOD             NGS
 AI4117
 AI4117                          STATION DESCRIPTION
 AI4117
 AI4117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4117'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4117'TIMBER LAKE, THENCE 11.4 KM (7.10 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4117'76.7 M (251.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 36.5 M (119.8 FT)
 AI4117'SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, 9.7 M (31.8 FT) WEST OF
 AI4117'THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) EAST OF A FENCE, 0.4 M (1.3
 AI4117'FT) NORTH OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A METAL GUARD
 AI4117'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO
 AI4117'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 AI4117'PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AI4117'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AI4117'THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4118 ***********************************************************************
 AI4118  DESIGNATION -  20 168.85
 AI4118  PID         -  AI4118
 AI4118  STATE/COUNTY-  SD/DEWEY
 AI4118  COUNTRY     -  US
 AI4118  USGS QUAD   -  GLENCROSS (2017)
 AI4118
 AI4118                         *CURRENT SURVEY CONTROL
 AI4118  ______________________________________________________________________
 AI4118* NAD 83(1986) POSITION- 45 28 22.     (N) 100 57 42.     (W)   SCALED
 AI4118* NAVD 88 ORTHO HEIGHT -   672.143 (meters)     2205.19  (feet) ADJUSTED
 AI4118  ______________________________________________________________________
 AI4118  GEOID HEIGHT    -        -21.274 (meters)                     GEOID18
 AI4118  DYNAMIC HEIGHT  -        672.053 (meters)     2204.89  (feet) COMP
 AI4118  MODELED GRAVITY -    980,460.4   (mgal)                       NAVD 88
 AI4118
 AI4118  VERT ORDER      -  FIRST     CLASS II
 AI4118
 AI4118.The horizontal coordinates were scaled from a map and have
 AI4118.an estimated accuracy of +/- 6 seconds.
 AI4118
 AI4118.The orthometric height was determined by differential leveling and
 AI4118.adjusted by the NATIONAL GEODETIC SURVEY
 AI4118.in April 2000.
 AI4118
 AI4118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4118.GEOID18 height accuracy estimate available here.
 AI4118
 AI4118.Click photographs - Photos may exist for this station.
 AI4118
 AI4118.The dynamic height is computed by dividing the NAVD 88
 AI4118.geopotential number by the normal gravity value computed on the
 AI4118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4118.degrees latitude (g = 980.6199 gals.).
 AI4118
 AI4118.The modeled gravity was interpolated from observed gravity values.
 AI4118
 AI4118;                    North         East    Units  Estimated Accuracy
 AI4118;SPC SD N     -   182,630.      524,810.      MT  (+/- 180 meters Scaled)
 AI4118
 AI4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR466373(NAD 83)
 AI4118
 AI4118                          SUPERSEDED SURVEY CONTROL
 AI4118
 AI4118.No superseded survey control is available for this station.
 AI4118
 AI4118_MARKER: DD = SURVEY DISK
 AI4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4118_STAMPING: 20-168.85 1997
 AI4118_MARK LOGO: SDSM
 AI4118_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4118+STABILITY: SURFACE MOTION
 AI4118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4118+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4118
 AI4118  HISTORY     - Date     Condition        Report By
 AI4118  HISTORY     - 1997     MONUMENTED       SDDT
 AI4118  HISTORY     - 19990623 GOOD             NGS
 AI4118
 AI4118                          STATION DESCRIPTION
 AI4118
 AI4118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4118'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4118'TIMBER LAKE, THENCE 12.5 KM (7.75 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4118'43.0 M (141.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT)
 AI4118'EAST OF THE CENTER OF A TRACK ROAD, 4.6 M (15.1 FT) NORTH OF A FENCE
 AI4118'CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AI4118'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI4118'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4119 ***********************************************************************
 AI4119  DESIGNATION -  20 170.10
 AI4119  PID         -  AI4119
 AI4119  STATE/COUNTY-  SD/CORSON
 AI4119  COUNTRY     -  US
 AI4119  USGS QUAD   -  GLENCROSS (2017)
 AI4119
 AI4119                         *CURRENT SURVEY CONTROL
 AI4119  ______________________________________________________________________
 AI4119* NAD 83(1986) POSITION- 45 28 22.     (N) 100 56 12.     (W)   SCALED
 AI4119* NAVD 88 ORTHO HEIGHT -   664.933 (meters)     2181.53  (feet) ADJUSTED
 AI4119  ______________________________________________________________________
 AI4119  GEOID HEIGHT    -        -21.294 (meters)                     GEOID18
 AI4119  DYNAMIC HEIGHT  -        664.845 (meters)     2181.25  (feet) COMP
 AI4119  MODELED GRAVITY -    980,461.4   (mgal)                       NAVD 88
 AI4119
 AI4119  VERT ORDER      -  FIRST     CLASS II
 AI4119
 AI4119.The horizontal coordinates were scaled from a map and have
 AI4119.an estimated accuracy of +/- 6 seconds.
 AI4119
 AI4119.The orthometric height was determined by differential leveling and
 AI4119.adjusted by the NATIONAL GEODETIC SURVEY
 AI4119.in April 2000.
 AI4119
 AI4119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4119.GEOID18 height accuracy estimate available here.
 AI4119
 AI4119.Click photographs - Photos may exist for this station.
 AI4119
 AI4119.The dynamic height is computed by dividing the NAVD 88
 AI4119.geopotential number by the normal gravity value computed on the
 AI4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4119.degrees latitude (g = 980.6199 gals.).
 AI4119
 AI4119.The modeled gravity was interpolated from observed gravity values.
 AI4119
 AI4119;                    North         East    Units  Estimated Accuracy
 AI4119;SPC SD N     -   182,610.      526,760.      MT  (+/- 180 meters Scaled)
 AI4119
 AI4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR486372(NAD 83)
 AI4119
 AI4119                          SUPERSEDED SURVEY CONTROL
 AI4119
 AI4119.No superseded survey control is available for this station.
 AI4119
 AI4119_MARKER: DD = SURVEY DISK
 AI4119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4119_STAMPING: 20-170.10 1997
 AI4119_MARK LOGO: SDSM
 AI4119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4119+STABILITY: SURFACE MOTION
 AI4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4119+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4119
 AI4119  HISTORY     - Date     Condition        Report By
 AI4119  HISTORY     - 1997     MONUMENTED       SDDT
 AI4119  HISTORY     - 19990623 GOOD             NGS
 AI4119
 AI4119                          STATION DESCRIPTION
 AI4119
 AI4119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4119'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4119'TIMBER LAKE, THENCE 14.6 KM (9.05 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4119'34.8 M (114.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.7 M (58.1 FT)
 AI4119'SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, 8.0 M (26.2 FT) EAST OF
 AI4119'THE CENTER OF COUNTY ROAD 11, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST,
 AI4119'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AI4119'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4119'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4120 ***********************************************************************
 AI4120  DESIGNATION -  20 171.10
 AI4120  PID         -  AI4120
 AI4120  STATE/COUNTY-  SD/DEWEY
 AI4120  COUNTRY     -  US
 AI4120  USGS QUAD   -  GLENCROSS (2017)
 AI4120
 AI4120                         *CURRENT SURVEY CONTROL
 AI4120  ______________________________________________________________________
 AI4120* NAD 83(1986) POSITION- 45 28 17.     (N) 100 54 57.     (W)   SCALED
 AI4120* NAVD 88 ORTHO HEIGHT -   658.837 (meters)     2161.53  (feet) ADJUSTED
 AI4120  ______________________________________________________________________
 AI4120  GEOID HEIGHT    -        -21.311 (meters)                     GEOID18
 AI4120  DYNAMIC HEIGHT  -        658.750 (meters)     2161.25  (feet) COMP
 AI4120  MODELED GRAVITY -    980,462.8   (mgal)                       NAVD 88
 AI4120
 AI4120  VERT ORDER      -  FIRST     CLASS II
 AI4120
 AI4120.The horizontal coordinates were scaled from a map and have
 AI4120.an estimated accuracy of +/- 6 seconds.
 AI4120
 AI4120.The orthometric height was determined by differential leveling and
 AI4120.adjusted by the NATIONAL GEODETIC SURVEY
 AI4120.in April 2000.
 AI4120
 AI4120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4120.GEOID18 height accuracy estimate available here.
 AI4120
 AI4120.Click photographs - Photos may exist for this station.
 AI4120
 AI4120.The dynamic height is computed by dividing the NAVD 88
 AI4120.geopotential number by the normal gravity value computed on the
 AI4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4120.degrees latitude (g = 980.6199 gals.).
 AI4120
 AI4120.The modeled gravity was interpolated from observed gravity values.
 AI4120
 AI4120;                    North         East    Units  Estimated Accuracy
 AI4120;SPC SD N     -   182,430.      528,390.      MT  (+/- 180 meters Scaled)
 AI4120
 AI4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR502371(NAD 83)
 AI4120
 AI4120                          SUPERSEDED SURVEY CONTROL
 AI4120
 AI4120.No superseded survey control is available for this station.
 AI4120
 AI4120_MARKER: DD = SURVEY DISK
 AI4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4120_STAMPING: 20-171.10 1997
 AI4120_MARK LOGO: SDSM
 AI4120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4120+STABILITY: SURFACE MOTION
 AI4120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4120+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4120
 AI4120  HISTORY     - Date     Condition        Report By
 AI4120  HISTORY     - 1997     MONUMENTED       SDDT
 AI4120  HISTORY     - 19990623 GOOD             NGS
 AI4120
 AI4120                          STATION DESCRIPTION
 AI4120
 AI4120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4120'14.7 KM (9.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4120'IN TRAIL CITY, 164.5 M (539.7 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AI4120'13.3 M (43.6 FT) NORTH OF A FENCE CORNER, 9.3 M (30.5 FT) WEST OF THE
 AI4120'CENTER OF A GRAVELED ROAD, 8.2 M (26.9 FT) NORTH OF THE CENTER OF A
 AI4120'FIELD ENTRANCE, 1.2 M (3.9 FT) NORTH OF A HIGHWAY INFORMATION SIGN
 AI4120'(SPEED LIMIT 45), 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M
 AI4120'(1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AI4120'GROUND SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4121 ***********************************************************************
 AI4121  DESIGNATION -  20 172.10
 AI4121  PID         -  AI4121
 AI4121  STATE/COUNTY-  SD/CORSON
 AI4121  COUNTRY     -  US
 AI4121  USGS QUAD   -  GLENCROSS (2017)
 AI4121
 AI4121                         *CURRENT SURVEY CONTROL
 AI4121  ______________________________________________________________________
 AI4121* NAD 83(1986) POSITION- 45 28 23.     (N) 100 53 41.     (W)   SCALED
 AI4121* NAVD 88 ORTHO HEIGHT -   650.962 (meters)     2135.70  (feet) ADJUSTED
 AI4121  ______________________________________________________________________
 AI4121  GEOID HEIGHT    -        -21.323 (meters)                     GEOID18
 AI4121  DYNAMIC HEIGHT  -        650.878 (meters)     2135.42  (feet) COMP
 AI4121  MODELED GRAVITY -    980,465.6   (mgal)                       NAVD 88
 AI4121
 AI4121  VERT ORDER      -  FIRST     CLASS II
 AI4121
 AI4121.The horizontal coordinates were scaled from a map and have
 AI4121.an estimated accuracy of +/- 6 seconds.
 AI4121
 AI4121.The orthometric height was determined by differential leveling and
 AI4121.adjusted by the NATIONAL GEODETIC SURVEY
 AI4121.in April 2000.
 AI4121
 AI4121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4121.GEOID18 height accuracy estimate available here.
 AI4121
 AI4121.Click photographs - Photos may exist for this station.
 AI4121
 AI4121.The dynamic height is computed by dividing the NAVD 88
 AI4121.geopotential number by the normal gravity value computed on the
 AI4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4121.degrees latitude (g = 980.6199 gals.).
 AI4121
 AI4121.The modeled gravity was interpolated from observed gravity values.
 AI4121
 AI4121;                    North         East    Units  Estimated Accuracy
 AI4121;SPC SD N     -   182,600.      530,040.      MT  (+/- 180 meters Scaled)
 AI4121
 AI4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR519372(NAD 83)
 AI4121
 AI4121                          SUPERSEDED SURVEY CONTROL
 AI4121
 AI4121.No superseded survey control is available for this station.
 AI4121
 AI4121_MARKER: DD = SURVEY DISK
 AI4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4121_STAMPING: 20-172.10 1997
 AI4121_MARK LOGO: SDSM
 AI4121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4121+STABILITY: SURFACE MOTION
 AI4121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4121+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4121
 AI4121  HISTORY     - Date     Condition        Report By
 AI4121  HISTORY     - 1997     MONUMENTED       SDDT
 AI4121  HISTORY     - 19990623 GOOD             NGS
 AI4121
 AI4121                          STATION DESCRIPTION
 AI4121
 AI4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4121'13.1 KM (8.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4121'IN TRAIL CITY, 186.7 M (612.5 FT) EAST OF MILEPOST 172, 89.2 M (292.7
 AI4121'FT) NORTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) EAST OF THE
 AI4121'CENTER OF COUNTY ROAD 9, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD,
 AI4121'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A
 AI4121'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4121'MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4122 ***********************************************************************
 AI4122  CBN         -  This is a Cooperative Base Network Control Station.
 AI4122  DESIGNATION -  20 173.10
 AI4122  PID         -  AI4122
 AI4122  STATE/COUNTY-  SD/CORSON
 AI4122  COUNTRY     -  US
 AI4122  USGS QUAD   -  GLENCROSS NE (2017)
 AI4122
 AI4122                         *CURRENT SURVEY CONTROL
 AI4122  ______________________________________________________________________
 AI4122* NAD 83(2011) POSITION- 45 28 23.85025(N) 100 52 27.82977(W)   ADJUSTED
 AI4122* NAD 83(2011) ELLIP HT-   625.051 (meters)        (06/27/12)   ADJUSTED
 AI4122* NAD 83(2011) EPOCH   -  2010.00
 AI4122* NAVD 88 ORTHO HEIGHT -   646.391 (meters)     2120.70  (feet) ADJUSTED
 AI4122  ______________________________________________________________________
 AI4122  GEOID HEIGHT    -        -21.335 (meters)                     GEOID18
 AI4122  NAD 83(2011) X  -   -845,310.417 (meters)                     COMP
 AI4122  NAD 83(2011) Y  - -4,400,223.112 (meters)                     COMP
 AI4122  NAD 83(2011) Z  -  4,524,833.753 (meters)                     COMP
 AI4122  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AI4122  DYNAMIC HEIGHT  -        646.310 (meters)     2120.44  (feet) COMP
 AI4122  MODELED GRAVITY -    980,468.6   (mgal)                       NAVD 88
 AI4122
 AI4122  VERT ORDER      -  FIRST     CLASS II
 AI4122
 AI4122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4122  Standards:
 AI4122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4122  -------------------------------------------------------------------
 AI4122  NETWORK    0.74   1.49           0.34   0.25   0.76     -0.07067964
 AI4122  -------------------------------------------------------------------
 AI4122  Click here for local accuracies and other accuracy information.
 AI4122
 AI4122.The horizontal coordinates were established by GPS observations
 AI4122.and adjusted by the National Geodetic Survey in June 2012.
 AI4122
 AI4122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4122.been affixed to the stable North American tectonic plate. See 
 AI4122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4122
 AI4122.The horizontal coordinates are valid at the epoch date displayed above
 AI4122.which is a decimal equivalence of Year/Month/Day.
 AI4122
 AI4122.The orthometric height was determined by differential leveling and
 AI4122.adjusted by the NATIONAL GEODETIC SURVEY
 AI4122.in April 2000.
 AI4122
 AI4122.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4122.GEOID18 height accuracy estimate available here.
 AI4122
 AI4122.Click photographs - Photos may exist for this station.
 AI4122
 AI4122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4122
 AI4122.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4122
 AI4122.The ellipsoidal height was determined by GPS observations
 AI4122.and is referenced to NAD 83.
 AI4122
 AI4122.The dynamic height is computed by dividing the NAVD 88
 AI4122.geopotential number by the normal gravity value computed on the
 AI4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4122.degrees latitude (g = 980.6199 gals.).
 AI4122
 AI4122.The modeled gravity was interpolated from observed gravity values.
 AI4122
 AI4122. The following values were computed from the NAD 83(2011) position.
 AI4122
 AI4122;                    North         East     Units Scale Factor Converg.
 AI4122;SPC SD N     -   182,609.045   531,630.146   MT  0.99996623   -0 37 07.8
 AI4122;SPC SD N     -   599,109.84  1,744,189.90   sFT  0.99996623   -0 37 07.8
 AI4122;UTM  14      - 5,037,238.116   353,490.521   MT  0.99986391   -1 20 11.5
 AI4122
 AI4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4122!SPC SD N     -   0.99990202  x   0.99996623  =   0.99986825
 AI4122!UTM  14      -   0.99990202  x   0.99986391  =   0.99976594
 AI4122
 AI4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5349037238(NAD 83)
 AI4122
 AI4122                          SUPERSEDED SURVEY CONTROL
 AI4122
 AI4122  NAD 83(2007)-  45 28 23.85006(N)    100 52 27.83090(W) AD(2002.00) 0
 AI4122  ELLIP H (02/10/07)  625.073  (m)                       GP(2002.00)    
 AI4122  NAD 83(1996)-  45 28 23.84951(N)    100 52 27.83093(W) AD(       ) A
 AI4122  ELLIP H (06/23/03)  625.070  (m)                       GP(       ) 3 1
 AI4122  NAVD 88             646.39   (m)         2120.7    (f) LEVELING    3  
 AI4122
 AI4122.Superseded values are not recommended for survey control.
 AI4122
 AI4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4122.See file dsdata.pdf to determine how the superseded data were derived.
 AI4122
 AI4122_MARKER: Z = SEE DESCRIPTION
 AI4122_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4122_STAMPING: 20-173.10 1997
 AI4122_MARK LOGO: NGS
 AI4122_PROJECTION: FLUSH
 AI4122_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4122+STABILITY: POSITION/ELEVATION WELL
 AI4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4122+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 AI4122_ROD/PIPE-DEPTH: 6.40 meters
 AI4122_SLEEVE-DEPTH  : 2.00 meters
 AI4122
 AI4122  HISTORY     - Date     Condition        Report By
 AI4122  HISTORY     - 1997     MONUMENTED       SDDT
 AI4122  HISTORY     - 19990623 GOOD             NGS
 AI4122  HISTORY     - 20020521 GOOD             SDDT
 AI4122
 AI4122                          STATION DESCRIPTION
 AI4122
 AI4122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4122'11.4 KM (7.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4122'IN TRAIL CITY, 191.7 M (628.9 FT) EAST OF MILEPOST 173, 70.4 M (231.0
 AI4122'FT) NORTH OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) EAST OF THE
 AI4122'CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) WEST OF A FENCE, 0.4 M (1.3
 AI4122'FT) EAST OF A METAL GUARD POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AI4122'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO
 AI4122'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 AI4122'PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AI4122'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AI4122'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
 AI4122
 AI4122                          STATION RECOVERY (2002)
 AI4122
 AI4122'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AI4122'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4124 ***********************************************************************
 AI4124  DESIGNATION -  20 175.10
 AI4124  PID         -  AI4124
 AI4124  STATE/COUNTY-  SD/DEWEY
 AI4124  COUNTRY     -  US
 AI4124  USGS QUAD   -  GLENCROSS NE (2017)
 AI4124
 AI4124                         *CURRENT SURVEY CONTROL
 AI4124  ______________________________________________________________________
 AI4124* NAD 83(1986) POSITION- 45 28 19.     (N) 100 50 02.     (W)   SCALED
 AI4124* NAVD 88 ORTHO HEIGHT -   655.286 (meters)     2149.88  (feet) ADJUSTED
 AI4124  ______________________________________________________________________
 AI4124  GEOID HEIGHT    -        -21.359 (meters)                     GEOID18
 AI4124  DYNAMIC HEIGHT  -        655.207 (meters)     2149.63  (feet) COMP
 AI4124  MODELED GRAVITY -    980,473.8   (mgal)                       NAVD 88
 AI4124
 AI4124  VERT ORDER      -  FIRST     CLASS II
 AI4124
 AI4124.The horizontal coordinates were scaled from a map and have
 AI4124.an estimated accuracy of +/- 6 seconds.
 AI4124
 AI4124.The orthometric height was determined by differential leveling and
 AI4124.adjusted by the NATIONAL GEODETIC SURVEY
 AI4124.in April 2000.
 AI4124
 AI4124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4124.GEOID18 height accuracy estimate available here.
 AI4124
 AI4124.Click photographs - Photos may exist for this station.
 AI4124
 AI4124.The dynamic height is computed by dividing the NAVD 88
 AI4124.geopotential number by the normal gravity value computed on the
 AI4124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4124.degrees latitude (g = 980.6199 gals.).
 AI4124
 AI4124.The modeled gravity was interpolated from observed gravity values.
 AI4124
 AI4124;                    North         East    Units  Estimated Accuracy
 AI4124;SPC SD N     -   182,430.      534,800.      MT  (+/- 180 meters Scaled)
 AI4124
 AI4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR566370(NAD 83)
 AI4124
 AI4124                          SUPERSEDED SURVEY CONTROL
 AI4124
 AI4124.No superseded survey control is available for this station.
 AI4124
 AI4124_MARKER: DD = SURVEY DISK
 AI4124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4124_STAMPING: 20-175.10 1997
 AI4124_MARK LOGO: SDSM
 AI4124_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4124+STABILITY: SURFACE MOTION
 AI4124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4124+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4124
 AI4124  HISTORY     - Date     Condition        Report By
 AI4124  HISTORY     - 1997     MONUMENTED       SDDT
 AI4124  HISTORY     - 19990623 GOOD             NGS
 AI4124
 AI4124                          STATION DESCRIPTION
 AI4124
 AI4124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4124'8.3 KM (5.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4124'IN TRAIL CITY, 163.4 M (536.1 FT) EAST OF MILEPOST 175, 89.1 M (292.3
 AI4124'FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) WEST OF THE
 AI4124'CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AI4124'HIGHWAY, 0.4 M (1.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AI4124'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4124'NOTE--THE MONUMENT IS ON THE COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4125 ***********************************************************************
 AI4125  DESIGNATION -  20 176.10
 AI4125  PID         -  AI4125
 AI4125  STATE/COUNTY-  SD/CORSON
 AI4125  COUNTRY     -  US
 AI4125  USGS QUAD   -  GLENCROSS NE (2017)
 AI4125
 AI4125                         *CURRENT SURVEY CONTROL
 AI4125  ______________________________________________________________________
 AI4125* NAD 83(1986) POSITION- 45 28 24.     (N) 100 48 48.     (W)   SCALED
 AI4125* NAVD 88 ORTHO HEIGHT -   658.469 (meters)     2160.33  (feet) ADJUSTED
 AI4125  ______________________________________________________________________
 AI4125  GEOID HEIGHT    -        -21.371 (meters)                     GEOID18
 AI4125  DYNAMIC HEIGHT  -        658.391 (meters)     2160.07  (feet) COMP
 AI4125  MODELED GRAVITY -    980,475.9   (mgal)                       NAVD 88
 AI4125
 AI4125  VERT ORDER      -  FIRST     CLASS II
 AI4125
 AI4125.The horizontal coordinates were scaled from a map and have
 AI4125.an estimated accuracy of +/- 6 seconds.
 AI4125
 AI4125.The orthometric height was determined by differential leveling and
 AI4125.adjusted by the NATIONAL GEODETIC SURVEY
 AI4125.in April 2000.
 AI4125
 AI4125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4125.GEOID18 height accuracy estimate available here.
 AI4125
 AI4125.Click photographs - Photos may exist for this station.
 AI4125
 AI4125.The dynamic height is computed by dividing the NAVD 88
 AI4125.geopotential number by the normal gravity value computed on the
 AI4125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4125.degrees latitude (g = 980.6199 gals.).
 AI4125
 AI4125.The modeled gravity was interpolated from observed gravity values.
 AI4125
 AI4125;                    North         East    Units  Estimated Accuracy
 AI4125;SPC SD N     -   182,560.      536,410.      MT  (+/- 180 meters Scaled)
 AI4125
 AI4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR582371(NAD 83)
 AI4125
 AI4125                          SUPERSEDED SURVEY CONTROL
 AI4125
 AI4125.No superseded survey control is available for this station.
 AI4125
 AI4125_MARKER: DD = SURVEY DISK
 AI4125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4125_STAMPING: 20-176.10 1997
 AI4125_MARK LOGO: SDSM
 AI4125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4125+STABILITY: SURFACE MOTION
 AI4125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4125+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4125
 AI4125  HISTORY     - Date     Condition        Report By
 AI4125  HISTORY     - 1997     MONUMENTED       SDDT
 AI4125  HISTORY     - 19990623 GOOD             NGS
 AI4125
 AI4125                          STATION DESCRIPTION
 AI4125
 AI4125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4125'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4125'IN TRAIL CITY, 154.6 M (507.2 FT) EAST OF MILEPOST 176, 52.2 M (171.3
 AI4125'FT) NORTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) WEST OF THE
 AI4125'CENTERLINE OF STATE HIGHWAY 63, 13.0 M (42.7 FT) SOUTH OF A UTILITY
 AI4125'POLE WITH 2 GUY CABLES, 0.5 M (1.6 FT) EAST OF A FENCE, 0.4 M (1.3 FT)
 AI4125'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF STATE
 AI4125'HIGHWAY 63, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4125'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4126 ***********************************************************************
 AI4126  DESIGNATION -  20 177.15
 AI4126  PID         -  AI4126
 AI4126  STATE/COUNTY-  SD/DEWEY
 AI4126  COUNTRY     -  US
 AI4126  USGS QUAD   -  GLENCROSS NE (2017)
 AI4126
 AI4126                         *CURRENT SURVEY CONTROL
 AI4126  ______________________________________________________________________
 AI4126* NAD 83(1986) POSITION- 45 28 19.     (N) 100 47 32.     (W)   SCALED
 AI4126* NAVD 88 ORTHO HEIGHT -   652.709 (meters)     2141.43  (feet) ADJUSTED
 AI4126  ______________________________________________________________________
 AI4126  GEOID HEIGHT    -        -21.388 (meters)                     GEOID18
 AI4126  DYNAMIC HEIGHT  -        652.632 (meters)     2141.18  (feet) COMP
 AI4126  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 AI4126
 AI4126  VERT ORDER      -  FIRST     CLASS II
 AI4126
 AI4126.The horizontal coordinates were scaled from a map and have
 AI4126.an estimated accuracy of +/- 6 seconds.
 AI4126
 AI4126.The orthometric height was determined by differential leveling and
 AI4126.adjusted by the NATIONAL GEODETIC SURVEY
 AI4126.in April 2000.
 AI4126
 AI4126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4126.GEOID18 height accuracy estimate available here.
 AI4126
 AI4126.Click photographs - Photos may exist for this station.
 AI4126
 AI4126.The dynamic height is computed by dividing the NAVD 88
 AI4126.geopotential number by the normal gravity value computed on the
 AI4126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4126.degrees latitude (g = 980.6199 gals.).
 AI4126
 AI4126.The modeled gravity was interpolated from observed gravity values.
 AI4126
 AI4126;                    North         East    Units  Estimated Accuracy
 AI4126;SPC SD N     -   182,390.      538,050.      MT  (+/- 180 meters Scaled)
 AI4126
 AI4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR599369(NAD 83)
 AI4126
 AI4126                          SUPERSEDED SURVEY CONTROL
 AI4126
 AI4126.No superseded survey control is available for this station.
 AI4126
 AI4126_MARKER: DD = SURVEY DISK
 AI4126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4126_STAMPING: 20-177.15 1997
 AI4126_MARK LOGO: SDSM
 AI4126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4126+STABILITY: SURFACE MOTION
 AI4126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4126+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4126
 AI4126  HISTORY     - Date     Condition        Report By
 AI4126  HISTORY     - 1997     MONUMENTED       SDDT
 AI4126  HISTORY     - 19990623 GOOD             NGS
 AI4126
 AI4126                          STATION DESCRIPTION
 AI4126
 AI4126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4126'5.0 KM (3.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4126'IN TRAIL CITY, 272.0 M (892.4 FT) EAST OF MILEPOST 177, 96.4 M (316.3
 AI4126'FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT) EAST OF THE
 AI4126'CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) WEST OF A FENCE, 0.5 M (1.6
 AI4126'FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI4126'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4126'MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4127 ***********************************************************************
 AI4127  DESIGNATION -  20 178.15
 AI4127  PID         -  AI4127
 AI4127  STATE/COUNTY-  SD/DEWEY
 AI4127  COUNTRY     -  US
 AI4127  USGS QUAD   -  GLENCROSS NE (2017)
 AI4127
 AI4127                         *CURRENT SURVEY CONTROL
 AI4127  ______________________________________________________________________
 AI4127* NAD 83(1986) POSITION- 45 28 19.     (N) 100 46 20.     (W)   SCALED
 AI4127* NAVD 88 ORTHO HEIGHT -   649.261 (meters)     2130.12  (feet) ADJUSTED
 AI4127  ______________________________________________________________________
 AI4127  GEOID HEIGHT    -        -21.404 (meters)                     GEOID18
 AI4127  DYNAMIC HEIGHT  -        649.185 (meters)     2129.87  (feet) COMP
 AI4127  MODELED GRAVITY -    980,477.6   (mgal)                       NAVD 88
 AI4127
 AI4127  VERT ORDER      -  FIRST     CLASS II
 AI4127
 AI4127.The horizontal coordinates were scaled from a map and have
 AI4127.an estimated accuracy of +/- 6 seconds.
 AI4127
 AI4127.The orthometric height was determined by differential leveling and
 AI4127.adjusted by the NATIONAL GEODETIC SURVEY
 AI4127.in April 2000.
 AI4127
 AI4127.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4127.GEOID18 height accuracy estimate available here.
 AI4127
 AI4127.Click photographs - Photos may exist for this station.
 AI4127
 AI4127.The dynamic height is computed by dividing the NAVD 88
 AI4127.geopotential number by the normal gravity value computed on the
 AI4127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4127.degrees latitude (g = 980.6199 gals.).
 AI4127
 AI4127.The modeled gravity was interpolated from observed gravity values.
 AI4127
 AI4127;                    North         East    Units  Estimated Accuracy
 AI4127;SPC SD N     -   182,380.      539,620.      MT  (+/- 180 meters Scaled)
 AI4127
 AI4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR614369(NAD 83)
 AI4127
 AI4127                          SUPERSEDED SURVEY CONTROL
 AI4127
 AI4127.No superseded survey control is available for this station.
 AI4127
 AI4127_MARKER: Z = SEE DESCRIPTION
 AI4127_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4127_STAMPING: 20-178.15 1997
 AI4127_MARK LOGO: NGS
 AI4127_PROJECTION: FLUSH
 AI4127_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4127+STABILITY: POSITION/ELEVATION WELL
 AI4127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4127+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4127_ROD/PIPE-DEPTH: 6.4 meters
 AI4127_SLEEVE-DEPTH  : 2.0 meters
 AI4127
 AI4127  HISTORY     - Date     Condition        Report By
 AI4127  HISTORY     - 1997     MONUMENTED       SDDT
 AI4127  HISTORY     - 19990623 GOOD             NGS
 AI4127
 AI4127                          STATION DESCRIPTION
 AI4127
 AI4127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4127'3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4127'IN TRAIL CITY, 249.3 M (817.9 FT) EAST OF MILEPOST 178, 81.4 M (267.1
 AI4127'FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT) WEST OF THE
 AI4127'CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) EAST OF A FENCE, 0.4 M (1.3
 AI4127'FT) WEST OF A METAL GUARD POST, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AI4127'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO
 AI4127'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 AI4127'PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AI4127'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AI4127'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4128 ***********************************************************************
 AI4128  DESIGNATION -  20 179.10
 AI4128  PID         -  AI4128
 AI4128  STATE/COUNTY-  SD/CORSON
 AI4128  COUNTRY     -  US
 AI4128  USGS QUAD   -  GLENCROSS NE (2017)
 AI4128
 AI4128                         *CURRENT SURVEY CONTROL
 AI4128  ______________________________________________________________________
 AI4128* NAD 83(1986) POSITION- 45 28 22.     (N) 100 45 03.     (W)   SCALED
 AI4128* NAVD 88 ORTHO HEIGHT -   645.167 (meters)     2116.69  (feet) ADJUSTED
 AI4128  ______________________________________________________________________
 AI4128  GEOID HEIGHT    -        -21.422 (meters)                     GEOID18
 AI4128  DYNAMIC HEIGHT  -        645.091 (meters)     2116.44  (feet) COMP
 AI4128  MODELED GRAVITY -    980,477.5   (mgal)                       NAVD 88
 AI4128
 AI4128  VERT ORDER      -  FIRST     CLASS II
 AI4128
 AI4128.The horizontal coordinates were scaled from a map and have
 AI4128.an estimated accuracy of +/- 6 seconds.
 AI4128
 AI4128.The orthometric height was determined by differential leveling and
 AI4128.adjusted by the NATIONAL GEODETIC SURVEY
 AI4128.in April 2000.
 AI4128
 AI4128.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4128.GEOID18 height accuracy estimate available here.
 AI4128
 AI4128.Click photographs - Photos may exist for this station.
 AI4128
 AI4128.The dynamic height is computed by dividing the NAVD 88
 AI4128.geopotential number by the normal gravity value computed on the
 AI4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4128.degrees latitude (g = 980.6199 gals.).
 AI4128
 AI4128.The modeled gravity was interpolated from observed gravity values.
 AI4128
 AI4128;                    North         East    Units  Estimated Accuracy
 AI4128;SPC SD N     -   182,460.      541,290.      MT  (+/- 180 meters Scaled)
 AI4128
 AI4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR631369(NAD 83)
 AI4128
 AI4128                          SUPERSEDED SURVEY CONTROL
 AI4128
 AI4128.No superseded survey control is available for this station.
 AI4128
 AI4128_MARKER: DD = SURVEY DISK
 AI4128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4128_STAMPING: 20-179.10 1997
 AI4128_MARK LOGO: SDSM
 AI4128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4128+STABILITY: SURFACE MOTION
 AI4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4128+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4128
 AI4128  HISTORY     - Date     Condition        Report By
 AI4128  HISTORY     - 1997     MONUMENTED       SDDT
 AI4128  HISTORY     - 19990623 GOOD             NGS
 AI4128
 AI4128                          STATION DESCRIPTION
 AI4128
 AI4128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4128'1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4128'IN TRAIL CITY, 177.8 M (583.3 FT) EAST OF MILEPOST 179, 47.8 M (156.8
 AI4128'FT) NORTH OF THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) SOUTH OF AN
 AI4128'UNDERGROUND CABLE WARNING SIGN, 0.5 M (1.6 FT) EAST OF A FENCE, 0.5 M
 AI4128'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AI4128'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4128'NOTE--THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4129 ***********************************************************************
 AI4129  DESIGNATION -  20 180.10
 AI4129  PID         -  AI4129
 AI4129  STATE/COUNTY-  SD/CORSON
 AI4129  COUNTRY     -  US
 AI4129  USGS QUAD   -  TRAIL CITY (2017)
 AI4129
 AI4129                         *CURRENT SURVEY CONTROL
 AI4129  ______________________________________________________________________
 AI4129* NAD 83(1986) POSITION- 45 28 24.     (N) 100 43 51.     (W)   SCALED
 AI4129* NAVD 88 ORTHO HEIGHT -   650.149 (meters)     2133.03  (feet) ADJUSTED
 AI4129  ______________________________________________________________________
 AI4129  GEOID HEIGHT    -        -21.440 (meters)                     GEOID18
 AI4129  DYNAMIC HEIGHT  -        650.073 (meters)     2132.78  (feet) COMP
 AI4129  MODELED GRAVITY -    980,476.7   (mgal)                       NAVD 88
 AI4129
 AI4129  VERT ORDER      -  FIRST     CLASS II
 AI4129
 AI4129.The horizontal coordinates were scaled from a map and have
 AI4129.an estimated accuracy of +/- 6 seconds.
 AI4129
 AI4129.The orthometric height was determined by differential leveling and
 AI4129.adjusted by the NATIONAL GEODETIC SURVEY
 AI4129.in April 2000.
 AI4129
 AI4129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4129.GEOID18 height accuracy estimate available here.
 AI4129
 AI4129.Click photographs - Photos may exist for this station.
 AI4129
 AI4129.The dynamic height is computed by dividing the NAVD 88
 AI4129.geopotential number by the normal gravity value computed on the
 AI4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4129.degrees latitude (g = 980.6199 gals.).
 AI4129
 AI4129.The modeled gravity was interpolated from observed gravity values.
 AI4129
 AI4129;                    North         East    Units  Estimated Accuracy
 AI4129;SPC SD N     -   182,500.      542,860.      MT  (+/- 180 meters Scaled)
 AI4129
 AI4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR647369(NAD 83)
 AI4129
 AI4129                          SUPERSEDED SURVEY CONTROL
 AI4129
 AI4129.No superseded survey control is available for this station.
 AI4129
 AI4129_MARKER: DD = SURVEY DISK
 AI4129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4129_STAMPING: 20-180.10 1997
 AI4129_MARK LOGO: SDSM
 AI4129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4129+STABILITY: SURFACE MOTION
 AI4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4129+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4129
 AI4129  HISTORY     - Date     Condition        Report By
 AI4129  HISTORY     - 1997     MONUMENTED       SDDT
 AI4129  HISTORY     - 19990623 GOOD             NGS
 AI4129
 AI4129                          STATION DESCRIPTION
 AI4129
 AI4129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4129'0.2 KM (0.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4129'IN TRAIL CITY, 174.5 M (572.5 FT) EAST OF MILEPOST 180, 69.8 M (229.0
 AI4129'FT) NORTH OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT) WEST OF THE
 AI4129'CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) EAST OF A FENCE CORNER, 0.4 M
 AI4129'(1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AI4129'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4129'NOTE--THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4130 ***********************************************************************
 AI4130  DESIGNATION -  20 181.10
 AI4130  PID         -  AI4130
 AI4130  STATE/COUNTY-  SD/CORSON
 AI4130  COUNTRY     -  US
 AI4130  USGS QUAD   -  TRAIL CITY (2017)
 AI4130
 AI4130                         *CURRENT SURVEY CONTROL
 AI4130  ______________________________________________________________________
 AI4130* NAD 83(1986) POSITION- 45 28 22.     (N) 100 42 36.     (W)   SCALED
 AI4130* NAVD 88 ORTHO HEIGHT -   654.244 (meters)     2146.47  (feet) ADJUSTED
 AI4130  ______________________________________________________________________
 AI4130  GEOID HEIGHT    -        -21.462 (meters)                     GEOID18
 AI4130  DYNAMIC HEIGHT  -        654.169 (meters)     2146.22  (feet) COMP
 AI4130  MODELED GRAVITY -    980,480.0   (mgal)                       NAVD 88
 AI4130
 AI4130  VERT ORDER      -  FIRST     CLASS II
 AI4130
 AI4130.The horizontal coordinates were scaled from a map and have
 AI4130.an estimated accuracy of +/- 6 seconds.
 AI4130
 AI4130.The orthometric height was determined by differential leveling and
 AI4130.adjusted by the NATIONAL GEODETIC SURVEY
 AI4130.in April 2000.
 AI4130
 AI4130.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4130.GEOID18 height accuracy estimate available here.
 AI4130
 AI4130.Click photographs - Photos may exist for this station.
 AI4130
 AI4130.The dynamic height is computed by dividing the NAVD 88
 AI4130.geopotential number by the normal gravity value computed on the
 AI4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4130.degrees latitude (g = 980.6199 gals.).
 AI4130
 AI4130.The modeled gravity was interpolated from observed gravity values.
 AI4130
 AI4130;                    North         East    Units  Estimated Accuracy
 AI4130;SPC SD N     -   182,430.      544,480.      MT  (+/- 180 meters Scaled)
 AI4130
 AI4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR663368(NAD 83)
 AI4130
 AI4130                          SUPERSEDED SURVEY CONTROL
 AI4130
 AI4130.No superseded survey control is available for this station.
 AI4130
 AI4130_MARKER: DD = SURVEY DISK
 AI4130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4130_STAMPING: 20-181.10 1997
 AI4130_MARK LOGO: SDSM
 AI4130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4130+STABILITY: SURFACE MOTION
 AI4130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4130+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4130
 AI4130  HISTORY     - Date     Condition        Report By
 AI4130  HISTORY     - 1997     MONUMENTED       SDDT
 AI4130  HISTORY     - 19990623 GOOD             NGS
 AI4130
 AI4130                          STATION DESCRIPTION
 AI4130
 AI4130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4130'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4130'IN TRAIL CITY, 175.6 M (576.1 FT) EAST OF MILEPOST 181, 50.0 M (164.0
 AI4130'FT) NORTH OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) EAST OF THE
 AI4130'CENTER OF A GRAVELED ROAD, 3.6 M (11.8 FT) SOUTH OF THE CENTER OF AN
 AI4130'ENTRANCE TO THE TRAIL CITY CEMETERY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AI4130'THE ROAD, 0.7 M (2.3 FT) WEST OF A FENCE, 0.6 M (2.0 FT) SOUTH OF A
 AI4130'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4130'NOTE--THE MONUMENT IS ON SECTION LINE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4131 ***********************************************************************
 AI4131  DESIGNATION -  20 182.10
 AI4131  PID         -  AI4131
 AI4131  STATE/COUNTY-  SD/CORSON
 AI4131  COUNTRY     -  US
 AI4131  USGS QUAD   -  TRAIL CITY (2017)
 AI4131
 AI4131                         *CURRENT SURVEY CONTROL
 AI4131  ______________________________________________________________________
 AI4131* NAD 83(1986) POSITION- 45 28 22.     (N) 100 41 19.     (W)   SCALED
 AI4131* NAVD 88 ORTHO HEIGHT -   655.724 (meters)     2151.32  (feet) ADJUSTED
 AI4131  ______________________________________________________________________
 AI4131  GEOID HEIGHT    -        -21.486 (meters)                     GEOID18
 AI4131  DYNAMIC HEIGHT  -        655.651 (meters)     2151.08  (feet) COMP
 AI4131  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 AI4131
 AI4131  VERT ORDER      -  FIRST     CLASS II
 AI4131
 AI4131.The horizontal coordinates were scaled from a map and have
 AI4131.an estimated accuracy of +/- 6 seconds.
 AI4131
 AI4131.The orthometric height was determined by differential leveling and
 AI4131.adjusted by the NATIONAL GEODETIC SURVEY
 AI4131.in April 2000.
 AI4131
 AI4131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4131.GEOID18 height accuracy estimate available here.
 AI4131
 AI4131.Click photographs - Photos may exist for this station.
 AI4131
 AI4131.The dynamic height is computed by dividing the NAVD 88
 AI4131.geopotential number by the normal gravity value computed on the
 AI4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4131.degrees latitude (g = 980.6199 gals.).
 AI4131
 AI4131.The modeled gravity was interpolated from observed gravity values.
 AI4131
 AI4131;                    North         East    Units  Estimated Accuracy
 AI4131;SPC SD N     -   182,410.      546,160.      MT  (+/- 180 meters Scaled)
 AI4131
 AI4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR680368(NAD 83)
 AI4131
 AI4131                          SUPERSEDED SURVEY CONTROL
 AI4131
 AI4131.No superseded survey control is available for this station.
 AI4131
 AI4131_MARKER: DD = SURVEY DISK
 AI4131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4131_STAMPING: 20-182.10 1997
 AI4131_MARK LOGO: SDSM
 AI4131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4131+STABILITY: SURFACE MOTION
 AI4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4131+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4131
 AI4131  HISTORY     - Date     Condition        Report By
 AI4131  HISTORY     - 1997     MONUMENTED       SDDT
 AI4131  HISTORY     - 19990623 GOOD             NGS
 AI4131
 AI4131                          STATION DESCRIPTION
 AI4131
 AI4131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4131'3.0 KM (1.85 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4131'IN TRAIL CITY, 156.2 M (512.5 FT) EAST OF MILEPOST 182, 21.5 M (70.5
 AI4131'FT) NORTH OF THE HIGHWAY CENTERLINE, 17.8 M (58.4 FT) EAST OF THE
 AI4131'CENTER OF A GRAVELED ROAD, 9.4 M (30.8 FT) SOUTHEAST OF A UTILITY
 AI4131'POLE, 0.7 M (2.3 FT) SOUTHWEST OF A RIGHT-OF-WAY POST, 0.4 M (1.3 FT)
 AI4131'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI4131'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4131'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7971 ***********************************************************************
 AC7971  CBN         -  This is a Cooperative Base Network Control Station.
 AC7971  DESIGNATION -  20 182.96
 AC7971  PID         -  AC7971
 AC7971  STATE/COUNTY-  SD/CORSON
 AC7971  COUNTRY     -  US
 AC7971  USGS QUAD   -  TRAIL CITY (2017)
 AC7971
 AC7971                         *CURRENT SURVEY CONTROL
 AC7971  ______________________________________________________________________
 AC7971* NAD 83(2011) POSITION- 45 28 25.45127(N) 100 40 48.78294(W)   ADJUSTED
 AC7971* NAD 83(2011) ELLIP HT-   639.063 (meters)        (06/27/12)   ADJUSTED
 AC7971* NAD 83(2011) EPOCH   -  2010.00
 AC7971* NAVD 88 ORTHO HEIGHT -   660.558 (meters)     2167.18  (feet) ADJUSTED
 AC7971  ______________________________________________________________________
 AC7971  GEOID HEIGHT    -        -21.495 (meters)                     GEOID18
 AC7971  NAD 83(2011) X  -   -830,388.196 (meters)                     COMP
 AC7971  NAD 83(2011) Y  - -4,403,037.681 (meters)                     COMP
 AC7971  NAD 83(2011) Z  -  4,524,878.407 (meters)                     COMP
 AC7971  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 AC7971  DYNAMIC HEIGHT  -        660.486 (meters)     2166.94  (feet) COMP
 AC7971  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 AC7971
 AC7971  VERT ORDER      -  FIRST     CLASS II
 AC7971
 AC7971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7971  Standards:
 AC7971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7971  -------------------------------------------------------------------
 AC7971  NETWORK    1.11   3.31           0.52   0.35   1.69     -0.09776832
 AC7971  -------------------------------------------------------------------
 AC7971  Click here for local accuracies and other accuracy information.
 AC7971
 AC7971.The horizontal coordinates were established by GPS observations
 AC7971.and adjusted by the National Geodetic Survey in June 2012.
 AC7971
 AC7971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7971.been affixed to the stable North American tectonic plate. See 
 AC7971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7971
 AC7971.The horizontal coordinates are valid at the epoch date displayed above
 AC7971.which is a decimal equivalence of Year/Month/Day.
 AC7971
 AC7971.The orthometric height was determined by differential leveling and
 AC7971.adjusted by the NATIONAL GEODETIC SURVEY
 AC7971.in April 2000.
 AC7971
 AC7971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7971.GEOID18 height accuracy estimate available here.
 AC7971
 AC7971.Click photographs - Photos may exist for this station.
 AC7971
 AC7971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7971
 AC7971.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7971
 AC7971.The ellipsoidal height was determined by GPS observations
 AC7971.and is referenced to NAD 83.
 AC7971
 AC7971.The dynamic height is computed by dividing the NAVD 88
 AC7971.geopotential number by the normal gravity value computed on the
 AC7971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7971.degrees latitude (g = 980.6199 gals.).
 AC7971
 AC7971.The modeled gravity was interpolated from observed gravity values.
 AC7971
 AC7971. The following values were computed from the NAD 83(2011) position.
 AC7971
 AC7971;                    North         East     Units Scale Factor Converg.
 AC7971;SPC SD N     -   182,512.687   546,813.226   MT  0.99996628   -0 28 53.1
 AC7971;SPC SD N     -   598,793.71  1,794,003.06   sFT  0.99996628   -0 28 53.1
 AC7971;UTM  14      - 5,036,951.763   368,669.251   MT  0.99981206   -1 11 53.0
 AC7971
 AC7971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7971!SPC SD N     -   0.99989982  x   0.99996628  =   0.99986610
 AC7971!UTM  14      -   0.99989982  x   0.99981206  =   0.99971190
 AC7971
 AC7971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6866936951(NAD 83)
 AC7971
 AC7971                          SUPERSEDED SURVEY CONTROL
 AC7971
 AC7971  NAD 83(2007)-  45 28 25.45119(N)    100 40 48.78411(W) AD(2002.00) 0
 AC7971  ELLIP H (02/10/07)  639.092  (m)                       GP(2002.00)    
 AC7971  ELLIP H (04/15/04)  639.091  (m)                       GP(       ) 2 1
 AC7971  NAD 83(1996)-  45 28 25.45052(N)    100 40 48.78359(W) AD(       ) B
 AC7971  ELLIP H (04/18/97)  639.146  (m)                       GP(       ) 4 1
 AC7971  NAVD 88 (04/18/97)  660.5    (m)  GEOID96  model used  GPS OBS        
 AC7971
 AC7971.Superseded values are not recommended for survey control.
 AC7971
 AC7971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7971.See file dsdata.pdf to determine how the superseded data were derived.
 AC7971
 AC7971_MARKER: Z = SEE DESCRIPTION
 AC7971_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7971_STAMPING: 20-182.96 1995
 AC7971_MARK LOGO: NGS
 AC7971_PROJECTION: FLUSH
 AC7971_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7971+STABILITY: POSITION/ELEVATION WELL
 AC7971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7971+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2016
 AC7971_ROD/PIPE-DEPTH: 12.8 meters
 AC7971_SLEEVE-DEPTH  : 1.8 meters
 AC7971
 AC7971  HISTORY     - Date     Condition        Report By
 AC7971  HISTORY     - 1995     MONUMENTED       SDDT
 AC7971  HISTORY     - 19960928 GOOD             SDDT
 AC7971  HISTORY     - 19990623 GOOD             NGS
 AC7971  HISTORY     - 20160517 GOOD             DEWDAV
 AC7971
 AC7971                          STATION DESCRIPTION
 AC7971
 AC7971'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7971'THE STATION IS LOCATED 2.5 MI (4.0 KM) EAST OF TRAIL CITY, ON STATE
 AC7971'HIGHWAY 20.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7971'STATION FROM THE POST OFFICE IN TRAIL CITY, GO NORTH ON A PAVED ROAD
 AC7971'FOR 50.0 FT (15.2 M) TO THE JUNCTION OF STATE HIGHWAY 20, TURN RIGHT
 AC7971'AND GO EAST ON STATE HIGHWAY 20 FOR 2.3 MI (3.7 KM) TO THE STATION ON
 AC7971'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7971'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7971'PIPE.  LOCATED 74.0 FT (22.6 M) SOUTH OF THE HIGHWAY CENTERLINE, 5.0
 AC7971'FT (1.5 M) WEST OF A RIGHT-OF-WAY MARKER, 1.0 FT (0.3 M) SOUTH OF A
 AC7971'METAL GUARD POST, 1.0 FT (0.3 M) NORTH OF A WITNESS POST, AND 1.0 FT
 AC7971'(0.3 M) SOUTH OF A METAL FENCE POST. NOTE--ACCESS TO THE DATUM POINT
 AC7971'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7971
 AC7971                          STATION RECOVERY (1999)
 AC7971
 AC7971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AC7971'3.7 KM (2.30 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AC7971'IN TRAIL CITY, 59.8 M (196.2 FT) SOUTHWEST OF MILEPOST 183, 22.6 M
 AC7971'(74.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.7 M (5.6 FT)
 AC7971'SOUTHWEST OF A RIGHT-OF-WAY POST, 0.4 M (1.3 FT) SOUTHEAST OF A METAL
 AC7971'GUARD POST, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0
 AC7971'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AC7971'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.
 AC7971'THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AC7971'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AC7971'IS ON HIGHWAY RIGHT-OF-WAY.  THIS MONUMENT IS A COOPERATIVE BASE
 AC7971'NETWORK CONTROL STATION.
 AC7971
 AC7971                          STATION RECOVERY (2016)
 AC7971
 AC7971'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AC7971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4132 ***********************************************************************
 AI4132  DESIGNATION -  20 183.05
 AI4132  PID         -  AI4132
 AI4132  STATE/COUNTY-  SD/CORSON
 AI4132  COUNTRY     -  US
 AI4132  USGS QUAD   -  TRAIL CITY (2017)
 AI4132
 AI4132                         *CURRENT SURVEY CONTROL
 AI4132  ______________________________________________________________________
 AI4132* NAD 83(1986) POSITION- 45 28 32.     (N) 100 40 42.     (W)   SCALED
 AI4132* NAVD 88 ORTHO HEIGHT -   660.272 (meters)     2166.24  (feet) ADJUSTED
 AI4132  ______________________________________________________________________
 AI4132  GEOID HEIGHT    -        -21.496 (meters)                     GEOID18
 AI4132  DYNAMIC HEIGHT  -        660.200 (meters)     2166.01  (feet) COMP
 AI4132  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 AI4132
 AI4132  VERT ORDER      -  FIRST     CLASS II
 AI4132
 AI4132.The horizontal coordinates were scaled from a map and have
 AI4132.an estimated accuracy of +/- 6 seconds.
 AI4132
 AI4132.The orthometric height was determined by differential leveling and
 AI4132.adjusted by the NATIONAL GEODETIC SURVEY
 AI4132.in April 2000.
 AI4132
 AI4132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4132.GEOID18 height accuracy estimate available here.
 AI4132
 AI4132.Click photographs - Photos may exist for this station.
 AI4132
 AI4132.The dynamic height is computed by dividing the NAVD 88
 AI4132.geopotential number by the normal gravity value computed on the
 AI4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4132.degrees latitude (g = 980.6199 gals.).
 AI4132
 AI4132.The modeled gravity was interpolated from observed gravity values.
 AI4132
 AI4132;                    North         East    Units  Estimated Accuracy
 AI4132;SPC SD N     -   182,710.      546,960.      MT  (+/- 180 meters Scaled)
 AI4132
 AI4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR688371(NAD 83)
 AI4132
 AI4132                          SUPERSEDED SURVEY CONTROL
 AI4132
 AI4132.No superseded survey control is available for this station.
 AI4132
 AI4132_MARKER: DB = BENCH MARK DISK
 AI4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4132_STAMPING: 20-183.05
 AI4132_MARK LOGO: SDDT
 AI4132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4132+STABILITY: SURFACE MOTION
 AI4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4132+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4132
 AI4132  HISTORY     - Date     Condition        Report By
 AI4132  HISTORY     - 1984     MONUMENTED       SDDT
 AI4132  HISTORY     - 19990623 GOOD             NGS
 AI4132
 AI4132                          STATION DESCRIPTION
 AI4132
 AI4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4132'3.9 KM (2.40 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4132'IN TRAIL CITY, 129.6 M (425.2 FT) EAST OF MILEPOST 183, 22.7 M (74.5
 AI4132'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTHWEST OF A
 AI4132'RIGHT-OF-WAY POST, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, 0.3 M
 AI4132'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHEAST OF A
 AI4132'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4132'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4133 ***********************************************************************
 AI4133  DESIGNATION -  20 184.25
 AI4133  PID         -  AI4133
 AI4133  STATE/COUNTY-  SD/CORSON
 AI4133  COUNTRY     -  US
 AI4133  USGS QUAD   -  TRAIL CITY (2017)
 AI4133
 AI4133                         *CURRENT SURVEY CONTROL
 AI4133  ______________________________________________________________________
 AI4133* NAD 83(1986) POSITION- 45 28 48.     (N) 100 39 32.     (W)   SCALED
 AI4133* NAVD 88 ORTHO HEIGHT -   664.880 (meters)     2181.36  (feet) ADJUSTED
 AI4133  ______________________________________________________________________
 AI4133  GEOID HEIGHT    -        -21.516 (meters)                     GEOID18
 AI4133  DYNAMIC HEIGHT  -        664.810 (meters)     2181.13  (feet) COMP
 AI4133  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 AI4133
 AI4133  VERT ORDER      -  FIRST     CLASS II
 AI4133
 AI4133.The horizontal coordinates were scaled from a map and have
 AI4133.an estimated accuracy of +/- 6 seconds.
 AI4133
 AI4133.The orthometric height was determined by differential leveling and
 AI4133.adjusted by the NATIONAL GEODETIC SURVEY
 AI4133.in April 2000.
 AI4133
 AI4133.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4133.GEOID18 height accuracy estimate available here.
 AI4133
 AI4133.Click photographs - Photos may exist for this station.
 AI4133
 AI4133.The dynamic height is computed by dividing the NAVD 88
 AI4133.geopotential number by the normal gravity value computed on the
 AI4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4133.degrees latitude (g = 980.6199 gals.).
 AI4133
 AI4133.The modeled gravity was interpolated from observed gravity values.
 AI4133
 AI4133;                    North         East    Units  Estimated Accuracy
 AI4133;SPC SD N     -   183,200.      548,490.      MT  (+/- 180 meters Scaled)
 AI4133
 AI4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR703376(NAD 83)
 AI4133
 AI4133                          SUPERSEDED SURVEY CONTROL
 AI4133
 AI4133.No superseded survey control is available for this station.
 AI4133
 AI4133_MARKER: DB = BENCH MARK DISK
 AI4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4133_STAMPING: 20-184.25
 AI4133_MARK LOGO: SDDT
 AI4133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4133+STABILITY: SURFACE MOTION
 AI4133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4133+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4133
 AI4133  HISTORY     - Date     Condition        Report By
 AI4133  HISTORY     - 1984     MONUMENTED       SDDT
 AI4133  HISTORY     - 19990623 GOOD             NGS
 AI4133
 AI4133                          STATION DESCRIPTION
 AI4133
 AI4133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4133'5.8 KM (3.60 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4133'IN TRAIL CITY, 433.8 M (1423.2 FT) EAST OF MILEPOST 184, 29.5 M (96.8
 AI4133'FT) SOUTH OF A T-FENCE CORNER, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY
 AI4133'CENTERLINE, 10.7 M (35.1 FT) WEST OF A T-JUNCTION UTILITY POLE WITH 1
 AI4133'GUY CABLE, 4.3 M (14.1 FT) WEST OF THE EXTENDED CENTER OF A DRIVEWAY
 AI4133'LEADING SOUTH, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AI4133'(1.0 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AI4133'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI4133'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4134 ***********************************************************************
 AI4134  DESIGNATION -  20 185.25
 AI4134  PID         -  AI4134
 AI4134  STATE/COUNTY-  SD/CORSON
 AI4134  COUNTRY     -  US
 AI4134  USGS QUAD   -  TRAIL CITY (2017)
 AI4134
 AI4134                         *CURRENT SURVEY CONTROL
 AI4134  ______________________________________________________________________
 AI4134* NAD 83(1986) POSITION- 45 28 50.     (N) 100 38 15.     (W)   SCALED
 AI4134* NAVD 88 ORTHO HEIGHT -   661.405 (meters)     2169.96  (feet) ADJUSTED
 AI4134  ______________________________________________________________________
 AI4134  GEOID HEIGHT    -        -21.544 (meters)                     GEOID18
 AI4134  DYNAMIC HEIGHT  -        661.336 (meters)     2169.73  (feet) COMP
 AI4134  MODELED GRAVITY -    980,489.3   (mgal)                       NAVD 88
 AI4134
 AI4134  VERT ORDER      -  FIRST     CLASS II
 AI4134
 AI4134.The horizontal coordinates were scaled from a map and have
 AI4134.an estimated accuracy of +/- 6 seconds.
 AI4134
 AI4134.The orthometric height was determined by differential leveling and
 AI4134.adjusted by the NATIONAL GEODETIC SURVEY
 AI4134.in April 2000.
 AI4134
 AI4134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4134.GEOID18 height accuracy estimate available here.
 AI4134
 AI4134.Click photographs - Photos may exist for this station.
 AI4134
 AI4134.The dynamic height is computed by dividing the NAVD 88
 AI4134.geopotential number by the normal gravity value computed on the
 AI4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4134.degrees latitude (g = 980.6199 gals.).
 AI4134
 AI4134.The modeled gravity was interpolated from observed gravity values.
 AI4134
 AI4134;                    North         East    Units  Estimated Accuracy
 AI4134;SPC SD N     -   183,240.      550,160.      MT  (+/- 180 meters Scaled)
 AI4134
 AI4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR720376(NAD 83)
 AI4134
 AI4134                          SUPERSEDED SURVEY CONTROL
 AI4134
 AI4134.No superseded survey control is available for this station.
 AI4134
 AI4134_MARKER: DB = BENCH MARK DISK
 AI4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4134_STAMPING: 20-185.25
 AI4134_MARK LOGO: SDDT
 AI4134_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4134+STABILITY: SURFACE MOTION
 AI4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4134+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4134
 AI4134  HISTORY     - Date     Condition        Report By
 AI4134  HISTORY     - 1984     MONUMENTED       SDDT
 AI4134  HISTORY     - 19990623 GOOD             NGS
 AI4134
 AI4134                          STATION DESCRIPTION
 AI4134
 AI4134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4134'7.4 KM (4.60 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4134'IN TRAIL CITY, 436.6 M (1432.4 FT) EAST OF MILEPOST 185, 33.9 M (111.2
 AI4134'FT) NORTH OF THE HIGHWAY CENTERLINE, 19.8 M (65.0 FT) EAST OF A
 AI4134'UTILITY POLE WITH 1 GUY CABLE AND THE CENTER OF 4 BRACED FENCE POSTS,
 AI4134'2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF
 AI4134'A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH
 AI4134'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4134'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4135 ***********************************************************************
 AI4135  DESIGNATION -  20 186.35
 AI4135  PID         -  AI4135
 AI4135  STATE/COUNTY-  SD/CORSON
 AI4135  COUNTRY     -  US
 AI4135  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 AI4135
 AI4135                         *CURRENT SURVEY CONTROL
 AI4135  ______________________________________________________________________
 AI4135* NAD 83(1986) POSITION- 45 28 36.     (N) 100 37 03.     (W)   SCALED
 AI4135* NAVD 88 ORTHO HEIGHT -   670.829 (meters)     2200.88  (feet) ADJUSTED
 AI4135  ______________________________________________________________________
 AI4135  GEOID HEIGHT    -        -21.574 (meters)                     GEOID18
 AI4135  DYNAMIC HEIGHT  -        670.759 (meters)     2200.65  (feet) COMP
 AI4135  MODELED GRAVITY -    980,489.5   (mgal)                       NAVD 88
 AI4135
 AI4135  VERT ORDER      -  FIRST     CLASS II
 AI4135
 AI4135.The horizontal coordinates were scaled from a map and have
 AI4135.an estimated accuracy of +/- 6 seconds.
 AI4135
 AI4135.The orthometric height was determined by differential leveling and
 AI4135.adjusted by the NATIONAL GEODETIC SURVEY
 AI4135.in April 2000.
 AI4135
 AI4135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4135.GEOID18 height accuracy estimate available here.
 AI4135
 AI4135.Click photographs - Photos may exist for this station.
 AI4135
 AI4135.The dynamic height is computed by dividing the NAVD 88
 AI4135.geopotential number by the normal gravity value computed on the
 AI4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4135.degrees latitude (g = 980.6199 gals.).
 AI4135
 AI4135.The modeled gravity was interpolated from observed gravity values.
 AI4135
 AI4135;                    North         East    Units  Estimated Accuracy
 AI4135;SPC SD N     -   182,800.      551,720.      MT  (+/- 180 meters Scaled)
 AI4135
 AI4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR735371(NAD 83)
 AI4135
 AI4135                          SUPERSEDED SURVEY CONTROL
 AI4135
 AI4135.No superseded survey control is available for this station.
 AI4135
 AI4135_MARKER: DB = BENCH MARK DISK
 AI4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4135_STAMPING: 20-186.35
 AI4135_MARK LOGO: SDDT
 AI4135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4135+STABILITY: SURFACE MOTION
 AI4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4135+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4135
 AI4135  HISTORY     - Date     Condition        Report By
 AI4135  HISTORY     - 1984     MONUMENTED       SDDT
 AI4135  HISTORY     - 19990623 GOOD             NGS
 AI4135
 AI4135                          STATION DESCRIPTION
 AI4135
 AI4135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4135'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4135'IN TRAIL CITY, 537.9 M (1764.8 FT) EAST OF MILEPOST 186, 24.7 M (81.0
 AI4135'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.3 M (73.2 FT) NORTH OF
 AI4135'THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND
 AI4135'FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AI4135'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4135'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4136 ***********************************************************************
 AI4136  DESIGNATION -  20 187.45
 AI4136  PID         -  AI4136
 AI4136  STATE/COUNTY-  SD/CORSON
 AI4136  COUNTRY     -  US
 AI4136  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 AI4136
 AI4136                         *CURRENT SURVEY CONTROL
 AI4136  ______________________________________________________________________
 AI4136* NAD 83(1986) POSITION- 45 29 06.     (N) 100 35 52.     (W)   SCALED
 AI4136* NAVD 88 ORTHO HEIGHT -   609.016 (meters)     1998.08  (feet) ADJUSTED
 AI4136  ______________________________________________________________________
 AI4136  GEOID HEIGHT    -        -21.600 (meters)                     GEOID18
 AI4136  DYNAMIC HEIGHT  -        608.954 (meters)     1997.88  (feet) COMP
 AI4136  MODELED GRAVITY -    980,493.6   (mgal)                       NAVD 88
 AI4136
 AI4136  VERT ORDER      -  FIRST     CLASS II
 AI4136
 AI4136.The horizontal coordinates were scaled from a map and have
 AI4136.an estimated accuracy of +/- 6 seconds.
 AI4136
 AI4136.The orthometric height was determined by differential leveling and
 AI4136.adjusted by the NATIONAL GEODETIC SURVEY
 AI4136.in April 2000.
 AI4136
 AI4136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4136.GEOID18 height accuracy estimate available here.
 AI4136
 AI4136.Click photographs - Photos may exist for this station.
 AI4136
 AI4136.The dynamic height is computed by dividing the NAVD 88
 AI4136.geopotential number by the normal gravity value computed on the
 AI4136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4136.degrees latitude (g = 980.6199 gals.).
 AI4136
 AI4136.The modeled gravity was interpolated from observed gravity values.
 AI4136
 AI4136;                    North         East    Units  Estimated Accuracy
 AI4136;SPC SD N     -   183,710.      553,270.      MT  (+/- 180 meters Scaled)
 AI4136
 AI4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR751380(NAD 83)
 AI4136
 AI4136                          SUPERSEDED SURVEY CONTROL
 AI4136
 AI4136.No superseded survey control is available for this station.
 AI4136
 AI4136_MARKER: DB = BENCH MARK DISK
 AI4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4136_STAMPING: 20-187.45
 AI4136_MARK LOGO: SDDT
 AI4136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4136+STABILITY: SURFACE MOTION
 AI4136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4136+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4136
 AI4136  HISTORY     - Date     Condition        Report By
 AI4136  HISTORY     - 1984     MONUMENTED       SDDT
 AI4136  HISTORY     - 19990623 GOOD             NGS
 AI4136
 AI4136                          STATION DESCRIPTION
 AI4136
 AI4136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4136'11.0 KM (6.85 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4136'IN TRAIL CITY, 750.7 M (2462.9 FT) EAST OF MILEPOST 187, 77.0 M (252.6
 AI4136'FT) NORTHEAST OF THE MOST NORTHEASTERLY OF 5 BRACED FENCE POSTS, 47.3
 AI4136'M (155.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT)
 AI4136'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A FENCE,
 AI4136'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, 0.2 M (0.7 FT) NORTHWEST
 AI4136'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4136'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4137 ***********************************************************************
 AI4137  DESIGNATION -  20 188.70
 AI4137  PID         -  AI4137
 AI4137  STATE/COUNTY-  SD/CORSON
 AI4137  COUNTRY     -  US
 AI4137  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 AI4137
 AI4137                         *CURRENT SURVEY CONTROL
 AI4137  ______________________________________________________________________
 AI4137* NAD 83(1986) POSITION- 45 29 49.     (N) 100 34 46.     (W)   SCALED
 AI4137* NAVD 88 ORTHO HEIGHT -   578.794 (meters)     1898.93  (feet) ADJUSTED
 AI4137  ______________________________________________________________________
 AI4137  GEOID HEIGHT    -        -21.624 (meters)                     GEOID18
 AI4137  DYNAMIC HEIGHT  -        578.738 (meters)     1898.74  (feet) COMP
 AI4137  MODELED GRAVITY -    980,499.5   (mgal)                       NAVD 88
 AI4137
 AI4137  VERT ORDER      -  FIRST     CLASS II
 AI4137
 AI4137.The horizontal coordinates were scaled from a map and have
 AI4137.an estimated accuracy of +/- 6 seconds.
 AI4137
 AI4137.The orthometric height was determined by differential leveling and
 AI4137.adjusted by the NATIONAL GEODETIC SURVEY
 AI4137.in April 2000.
 AI4137
 AI4137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4137.GEOID18 height accuracy estimate available here.
 AI4137
 AI4137.Click photographs - Photos may exist for this station.
 AI4137
 AI4137.The dynamic height is computed by dividing the NAVD 88
 AI4137.geopotential number by the normal gravity value computed on the
 AI4137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4137.degrees latitude (g = 980.6199 gals.).
 AI4137
 AI4137.The modeled gravity was interpolated from observed gravity values.
 AI4137
 AI4137;                    North         East    Units  Estimated Accuracy
 AI4137;SPC SD N     -   185,030.      554,710.      MT  (+/- 180 meters Scaled)
 AI4137
 AI4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR765393(NAD 83)
 AI4137
 AI4137                          SUPERSEDED SURVEY CONTROL
 AI4137
 AI4137.No superseded survey control is available for this station.
 AI4137
 AI4137_MARKER: DD = SURVEY DISK
 AI4137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4137_STAMPING: 20-188.70 1997
 AI4137_MARK LOGO: SDSM
 AI4137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4137+STABILITY: SURFACE MOTION
 AI4137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4137+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4137
 AI4137  HISTORY     - Date     Condition        Report By
 AI4137  HISTORY     - 1997     MONUMENTED       SDDT
 AI4137  HISTORY     - 19990623 GOOD             NGS
 AI4137
 AI4137                          STATION DESCRIPTION
 AI4137
 AI4137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4137'12.9 KM (8.00 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4137'IN TRAIL CITY, 526.9 M (1728.7 FT) WEST OF MILEPOST 189, 30.2 M (99.1
 AI4137'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) SOUTHWEST OF
 AI4137'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS
 AI4137'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AI4137'MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON
 AI4137'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4138 ***********************************************************************
 AI4138  DESIGNATION -  20 189.70
 AI4138  PID         -  AI4138
 AI4138  STATE/COUNTY-  SD/CORSON
 AI4138  COUNTRY     -  US
 AI4138  USGS QUAD   -  WAKPALA SE (2017)
 AI4138
 AI4138                         *CURRENT SURVEY CONTROL
 AI4138  ______________________________________________________________________
 AI4138* NAD 83(1986) POSITION- 45 30 27.     (N) 100 33 58.     (W)   SCALED
 AI4138* NAVD 88 ORTHO HEIGHT -   567.821 (meters)     1862.93  (feet) ADJUSTED
 AI4138  ______________________________________________________________________
 AI4138  GEOID HEIGHT    -        -21.640 (meters)                     GEOID18
 AI4138  DYNAMIC HEIGHT  -        567.768 (meters)     1862.75  (feet) COMP
 AI4138  MODELED GRAVITY -    980,504.1   (mgal)                       NAVD 88
 AI4138
 AI4138  VERT ORDER      -  FIRST     CLASS II
 AI4138
 AI4138.The horizontal coordinates were scaled from a map and have
 AI4138.an estimated accuracy of +/- 6 seconds.
 AI4138
 AI4138.The orthometric height was determined by differential leveling and
 AI4138.adjusted by the NATIONAL GEODETIC SURVEY
 AI4138.in April 2000.
 AI4138
 AI4138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4138.GEOID18 height accuracy estimate available here.
 AI4138
 AI4138.Click photographs - Photos may exist for this station.
 AI4138
 AI4138.The dynamic height is computed by dividing the NAVD 88
 AI4138.geopotential number by the normal gravity value computed on the
 AI4138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4138.degrees latitude (g = 980.6199 gals.).
 AI4138
 AI4138.The modeled gravity was interpolated from observed gravity values.
 AI4138
 AI4138;                    North         East    Units  Estimated Accuracy
 AI4138;SPC SD N     -   186,200.      555,760.      MT  (+/- 180 meters Scaled)
 AI4138
 AI4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR776405(NAD 83)
 AI4138
 AI4138                          SUPERSEDED SURVEY CONTROL
 AI4138
 AI4138.No superseded survey control is available for this station.
 AI4138
 AI4138_MARKER: Z = SEE DESCRIPTION
 AI4138_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4138_STAMPING: 20-189.70 1997
 AI4138_MARK LOGO: NGS
 AI4138_PROJECTION: FLUSH
 AI4138_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4138+STABILITY: POSITION/ELEVATION WELL
 AI4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4138+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4138_ROD/PIPE-DEPTH: 6.4 meters
 AI4138_SLEEVE-DEPTH  : 2.0 meters
 AI4138
 AI4138  HISTORY     - Date     Condition        Report By
 AI4138  HISTORY     - 1997     MONUMENTED       SDDT
 AI4138  HISTORY     - 19990623 GOOD             NGS
 AI4138
 AI4138                          STATION DESCRIPTION
 AI4138
 AI4138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4138'14.5 KM (9.00 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4138'IN TRAIL CITY, 555.7 M (1823.2 FT) WEST OF MILEPOST 190, 33.0 M (108.3
 AI4138'FT) EAST OF THE HIGHWAY CENTERLINE, 32.8 M (107.6 FT) NORTH OF THE
 AI4138'CENTER OF A GATE, 1.4 M (4.6 FT) NORTH OF A T-FENCE CORNER, 1.0 M (3.3
 AI4138'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS
 AI4138'POST AND FENCE, AND 0.4 M (1.3 FT) EAST OF A METAL GUARD POST.
 AI4138'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AI4138'THROUGH A 4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL
 AI4138'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI4138'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4139 ***********************************************************************
 AI4139  DESIGNATION -  20 190.75
 AI4139  PID         -  AI4139
 AI4139  STATE/COUNTY-  SD/CORSON
 AI4139  COUNTRY     -  US
 AI4139  USGS QUAD   -  WAKPALA SE (2017)
 AI4139
 AI4139                         *CURRENT SURVEY CONTROL
 AI4139  ______________________________________________________________________
 AI4139* NAD 83(1986) POSITION- 45 31 21.     (N) 100 33 59.     (W)   SCALED
 AI4139* NAVD 88 ORTHO HEIGHT -   556.569 (meters)     1826.01  (feet) ADJUSTED
 AI4139  ______________________________________________________________________
 AI4139  GEOID HEIGHT    -        -21.631 (meters)                     GEOID18
 AI4139  DYNAMIC HEIGHT  -        556.519 (meters)     1825.85  (feet) COMP
 AI4139  MODELED GRAVITY -    980,508.0   (mgal)                       NAVD 88
 AI4139
 AI4139  VERT ORDER      -  FIRST     CLASS II
 AI4139
 AI4139.The horizontal coordinates were scaled from a map and have
 AI4139.an estimated accuracy of +/- 6 seconds.
 AI4139
 AI4139.The orthometric height was determined by differential leveling and
 AI4139.adjusted by the NATIONAL GEODETIC SURVEY
 AI4139.in April 2000.
 AI4139
 AI4139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4139.GEOID18 height accuracy estimate available here.
 AI4139
 AI4139.Click photographs - Photos may exist for this station.
 AI4139
 AI4139.The dynamic height is computed by dividing the NAVD 88
 AI4139.geopotential number by the normal gravity value computed on the
 AI4139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4139.degrees latitude (g = 980.6199 gals.).
 AI4139
 AI4139.The modeled gravity was interpolated from observed gravity values.
 AI4139
 AI4139;                    North         East    Units  Estimated Accuracy
 AI4139;SPC SD N     -   187,860.      555,750.      MT  (+/- 180 meters Scaled)
 AI4139
 AI4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR776421(NAD 83)
 AI4139
 AI4139                          SUPERSEDED SURVEY CONTROL
 AI4139
 AI4139.No superseded survey control is available for this station.
 AI4139
 AI4139_MARKER: DD = SURVEY DISK
 AI4139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4139_STAMPING: 20-190.75 1997
 AI4139_MARK LOGO: SDSM
 AI4139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4139+STABILITY: SURFACE MOTION
 AI4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4139+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4139
 AI4139  HISTORY     - Date     Condition        Report By
 AI4139  HISTORY     - 1997     MONUMENTED       SDDT
 AI4139  HISTORY     - 19990623 GOOD             NGS
 AI4139
 AI4139                          STATION DESCRIPTION
 AI4139
 AI4139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4139'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4139'MAIN STREET IN MOBRIDGE, THENCE 4.7 KM (2.90 MI) WESTERLY ALONG STATE
 AI4139'HIGHWAY 20, 496.4 M (1628.6 FT) WEST OF MILEPOST 191, 30.1 M (98.8 FT)
 AI4139'WEST OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) SOUTH OF AN
 AI4139'UNDERGROUND CABLE JUNCTION BOX, 0.4 M (1.3 FT) EAST OF A WITNESS POST
 AI4139'AND FENCE, ON THE CENTER OF A FIELD ENTRANCE, AND THE MONUMENT IS
 AI4139'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4139'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4140 ***********************************************************************
 AI4140  DESIGNATION -  20 191.65
 AI4140  PID         -  AI4140
 AI4140  STATE/COUNTY-  SD/CORSON
 AI4140  COUNTRY     -  US
 AI4140  USGS QUAD   -  WAKPALA SE (2017)
 AI4140
 AI4140                         *CURRENT SURVEY CONTROL
 AI4140  ______________________________________________________________________
 AI4140* NAD 83(1986) POSITION- 45 32 10.     (N) 100 33 58.     (W)   SCALED
 AI4140* NAVD 88 ORTHO HEIGHT -   573.089 (meters)     1880.21  (feet) ADJUSTED
 AI4140  ______________________________________________________________________
 AI4140  GEOID HEIGHT    -        -21.625 (meters)                     GEOID18
 AI4140  DYNAMIC HEIGHT  -        573.039 (meters)     1880.05  (feet) COMP
 AI4140  MODELED GRAVITY -    980,511.6   (mgal)                       NAVD 88
 AI4140
 AI4140  VERT ORDER      -  FIRST     CLASS II
 AI4140
 AI4140.The horizontal coordinates were scaled from a map and have
 AI4140.an estimated accuracy of +/- 6 seconds.
 AI4140
 AI4140.The orthometric height was determined by differential leveling and
 AI4140.adjusted by the NATIONAL GEODETIC SURVEY
 AI4140.in April 2000.
 AI4140
 AI4140.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4140.GEOID18 height accuracy estimate available here.
 AI4140
 AI4140.Click photographs - Photos may exist for this station.
 AI4140
 AI4140.The dynamic height is computed by dividing the NAVD 88
 AI4140.geopotential number by the normal gravity value computed on the
 AI4140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4140.degrees latitude (g = 980.6199 gals.).
 AI4140
 AI4140.The modeled gravity was interpolated from observed gravity values.
 AI4140
 AI4140;                    North         East    Units  Estimated Accuracy
 AI4140;SPC SD N     -   189,380.      555,780.      MT  (+/- 180 meters Scaled)
 AI4140
 AI4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR777437(NAD 83)
 AI4140
 AI4140                          SUPERSEDED SURVEY CONTROL
 AI4140
 AI4140.No superseded survey control is available for this station.
 AI4140
 AI4140_MARKER: DD = SURVEY DISK
 AI4140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4140_STAMPING: 20-191.65 1997
 AI4140_MARK LOGO: SDSM
 AI4140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4140+STABILITY: SURFACE MOTION
 AI4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4140+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4140
 AI4140  HISTORY     - Date     Condition        Report By
 AI4140  HISTORY     - 1997     MONUMENTED       SDDT
 AI4140  HISTORY     - 19990623 GOOD             NGS
 AI4140
 AI4140                          STATION DESCRIPTION
 AI4140
 AI4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4140'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4140'MAIN STREET IN MOBRIDGE, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG STATE
 AI4140'HIGHWAY 20, 587.8 M (1928.5 FT) WEST OF MILEPOST 192, 30.3 M (99.4 FT)
 AI4140'EAST OF THE HIGHWAY CENTERLINE, 17.3 M (56.8 FT) SOUTH OF THE CENTER
 AI4140'OF A FIELD ENTRANCE, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND THE
 AI4140'CENTER OF 2 BRACED FENCE POSTS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI4140'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI4140'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4141 ***********************************************************************
 AI4141  DESIGNATION -  20 192.70
 AI4141  PID         -  AI4141
 AI4141  STATE/COUNTY-  SD/CORSON
 AI4141  COUNTRY     -  US
 AI4141  USGS QUAD   -  WAKPALA SE (2017)
 AI4141
 AI4141                         *CURRENT SURVEY CONTROL
 AI4141  ______________________________________________________________________
 AI4141* NAD 83(1986) POSITION- 45 33 03.     (N) 100 33 57.     (W)   SCALED
 AI4141* NAVD 88 ORTHO HEIGHT -   557.318 (meters)     1828.47  (feet) ADJUSTED
 AI4141  ______________________________________________________________________
 AI4141  GEOID HEIGHT    -        -21.619 (meters)                     GEOID18
 AI4141  DYNAMIC HEIGHT  -        557.272 (meters)     1828.32  (feet) COMP
 AI4141  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 AI4141
 AI4141  VERT ORDER      -  FIRST     CLASS II
 AI4141
 AI4141.The horizontal coordinates were scaled from a map and have
 AI4141.an estimated accuracy of +/- 6 seconds.
 AI4141
 AI4141.The orthometric height was determined by differential leveling and
 AI4141.adjusted by the NATIONAL GEODETIC SURVEY
 AI4141.in April 2000.
 AI4141
 AI4141.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4141.GEOID18 height accuracy estimate available here.
 AI4141
 AI4141.Click photographs - Photos may exist for this station.
 AI4141
 AI4141.The dynamic height is computed by dividing the NAVD 88
 AI4141.geopotential number by the normal gravity value computed on the
 AI4141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4141.degrees latitude (g = 980.6199 gals.).
 AI4141
 AI4141.The modeled gravity was interpolated from observed gravity values.
 AI4141
 AI4141;                    North         East    Units  Estimated Accuracy
 AI4141;SPC SD N     -   191,010.      555,820.      MT  (+/- 180 meters Scaled)
 AI4141
 AI4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR777453(NAD 83)
 AI4141
 AI4141                          SUPERSEDED SURVEY CONTROL
 AI4141
 AI4141.No superseded survey control is available for this station.
 AI4141
 AI4141_MARKER: DD = SURVEY DISK
 AI4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4141_STAMPING: 20-192.70 1997
 AI4141_MARK LOGO: SDSM
 AI4141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4141+STABILITY: SURFACE MOTION
 AI4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4141+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4141
 AI4141  HISTORY     - Date     Condition        Report By
 AI4141  HISTORY     - 1997     MONUMENTED       SDDT
 AI4141  HISTORY     - 19990623 GOOD             NGS
 AI4141
 AI4141                          STATION DESCRIPTION
 AI4141
 AI4141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4141'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI4141'MAIN STREET IN MOBRIDGE, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG STATE
 AI4141'HIGHWAY 20, 499.2 M (1637.8 FT) WEST OF MILEPOST 193, 30.3 M (99.4 FT)
 AI4141'EAST OF THE HIGHWAY CENTERLINE, 4.5 M (14.8 FT) SOUTH OF THE CENTER OF
 AI4141'A FIELD ENTRANCE, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, 0.5 M
 AI4141'(1.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI4141'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI4141'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7912 ***********************************************************************
 AC7912  CBN         -  This is a Cooperative Base Network Control Station.
 AC7912  DESIGNATION -  20 241.25
 AC7912  PID         -  AC7912
 AC7912  STATE/COUNTY-  SD/POTTER
 AC7912  COUNTRY     -  US
 AC7912  USGS QUAD   -  LAKE HURLEY NE (2017)
 AC7912
 AC7912                         *CURRENT SURVEY CONTROL
 AC7912  ______________________________________________________________________
 AC7912* NAD 83(2011) POSITION- 45 14 46.36258(N) 100 02 59.62897(W)   ADJUSTED
 AC7912* NAD 83(2011) ELLIP HT-   611.555 (meters)        (06/27/12)   ADJUSTED
 AC7912* NAD 83(2011) EPOCH   -  2010.00
 AC7912* NAVD 88 ORTHO HEIGHT -   633.788 (meters)     2079.35  (feet) ADJUSTED
 AC7912  ______________________________________________________________________
 AC7912  GEOID HEIGHT    -        -22.232 (meters)                     GEOID18
 AC7912  NAD 83(2011) X  -   -785,037.085 (meters)                     COMP
 AC7912  NAD 83(2011) Y  - -4,429,605.388 (meters)                     COMP
 AC7912  NAD 83(2011) Z  -  4,507,089.311 (meters)                     COMP
 AC7912  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 AC7912  DYNAMIC HEIGHT  -        633.708 (meters)     2079.09  (feet) COMP
 AC7912  MODELED GRAVITY -    980,469.8   (mgal)                       NAVD 88
 AC7912
 AC7912  VERT ORDER      -  FIRST     CLASS II
 AC7912
 AC7912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7912  Standards:
 AC7912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7912  -------------------------------------------------------------------
 AC7912  NETWORK    0.94   2.82           0.44   0.30   1.44     -0.05717579
 AC7912  -------------------------------------------------------------------
 AC7912  Click here for local accuracies and other accuracy information.
 AC7912
 AC7912.The horizontal coordinates were established by GPS observations
 AC7912.and adjusted by the National Geodetic Survey in June 2012.
 AC7912
 AC7912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7912.been affixed to the stable North American tectonic plate. See 
 AC7912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7912
 AC7912.The horizontal coordinates are valid at the epoch date displayed above
 AC7912.which is a decimal equivalence of Year/Month/Day.
 AC7912
 AC7912.The orthometric height was determined by differential leveling and
 AC7912.adjusted by the NATIONAL GEODETIC SURVEY
 AC7912.in July 1998.
 AC7912
 AC7912.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7912.GEOID18 height accuracy estimate available here.
 AC7912
 AC7912.Click photographs - Photos may exist for this station.
 AC7912
 AC7912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7912
 AC7912.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7912
 AC7912.The ellipsoidal height was determined by GPS observations
 AC7912.and is referenced to NAD 83.
 AC7912
 AC7912.The dynamic height is computed by dividing the NAVD 88
 AC7912.geopotential number by the normal gravity value computed on the
 AC7912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7912.degrees latitude (g = 980.6199 gals.).
 AC7912
 AC7912.The modeled gravity was interpolated from observed gravity values.
 AC7912
 AC7912. The following values were computed from the NAD 83(2011) position.
 AC7912
 AC7912;                    North         East     Units Scale Factor Converg.
 AC7912;SPC SD N     -   157,004.786   596,082.887   MT  0.99994489   -0 02 07.1
 AC7912;SPC SD N     -   515,106.54  1,955,648.61   sFT  0.99994489   -0 02 07.1
 AC7912;UTM  14      - 5,010,838.111   417,607.253   MT  0.99968347   -0 44 44.2
 AC7912
 AC7912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7912!SPC SD N     -   0.99990413  x   0.99994489  =   0.99984902
 AC7912!UTM  14      -   0.99990413  x   0.99968347  =   0.99958763
 AC7912
 AC7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1760710838(NAD 83)
 AC7912
 AC7912                          SUPERSEDED SURVEY CONTROL
 AC7912
 AC7912  NAD 83(2007)-  45 14 46.36252(N)    100 02 59.63019(W) AD(2002.00) 0
 AC7912  ELLIP H (02/10/07)  611.584  (m)                       GP(2002.00)    
 AC7912  ELLIP H (04/15/04)  611.591  (m)                       GP(       ) 2 1
 AC7912  NAD 83(1996)-  45 14 46.36195(N)    100 02 59.62967(W) AD(       ) B
 AC7912  ELLIP H (04/18/97)  611.632  (m)                       GP(       ) 4 1
 AC7912  NAVD 88 (04/18/97)  633.7    (m)  GEOID96  model used  GPS OBS        
 AC7912
 AC7912.Superseded values are not recommended for survey control.
 AC7912
 AC7912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7912.See file dsdata.pdf to determine how the superseded data were derived.
 AC7912
 AC7912_MARKER: Z = SEE DESCRIPTION
 AC7912_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7912_STAMPING: 20-241.25 1995
 AC7912_MARK LOGO: NGS
 AC7912_PROJECTION: FLUSH
 AC7912_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7912+STABILITY: POSITION/ELEVATION WELL
 AC7912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7912+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1996
 AC7912_ROD/PIPE-DEPTH: 6.4 meters
 AC7912_SLEEVE-DEPTH  : 1.8 meters
 AC7912
 AC7912  HISTORY     - Date     Condition        Report By
 AC7912  HISTORY     - 1995     MONUMENTED       SDDT
 AC7912  HISTORY     - 19960813 GOOD             NGS
 AC7912  HISTORY     - 19961022 GOOD             NGS
 AC7912
 AC7912                          STATION DESCRIPTION
 AC7912
 AC7912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7912'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH OF SELBY, 17.0 MI
 AC7912'(27.4 KM) NORTH-NORTHWEST OF GETTYSBURG, AND 14.0 MI (22.5 KM) WEST OF
 AC7912'HOVER, ON STATE HIGHWAY 20.  OWNERSHIP--THE STATE OF SOUTH DAKOTA. TO
 AC7912'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 83 NORTH,
 AC7912'5.0 MI (8.0 KM) WEST OF GETTYSBURG, GO NORTH ON U.S. HIGHWAY 83 FOR
 AC7912'16.2 MI (26.1 KM) TO THE JUNCTION OF STATE HIGHWAY 20 EAST, TURN RIGHT
 AC7912'AND GO EAST ON STATE HIGHWAY 20 FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AC7912'THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7912'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7912'STEEL PIPE.  LOCATED 118.0 FT (36.0 M) SOUTHEAST OF THE CENTER OF
 AC7912'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 99.0 FT (30.2 M) SOUTH OF
 AC7912'THE HIGHWAY CENTERLINE, 75.0 FT (22.9 M) EAST OF THE CENTER OF A FIELD
 AC7912'ENTRANCE ROAD, 7.0 FT (2.1 M) ABOVE THE LEVEL OF THE HIGHWAY, 2.0 FT
 AC7912'(0.6 M) NORTH OF A FENCE, 1.1 FT (0.3 M) NORTH OF A WITNESS POST, AND
 AC7912'1.0 FT (0.3 M) SOUTH OF A METAL GUARD POST. NOTE--ACCESS TO THE DATUM
 AC7912'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7912
 AC7912                          STATION RECOVERY (1996)
 AC7912
 AC7912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7912'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC7912'EXENE STREET IN GETTYSBURG, THENCE 25.9 KM (16.10 MI) NORTHERLY ALONG
 AC7912'U.S. HIGHWAY 83, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY
 AC7912'20, 407.0 M (1335.3 FT) EAST OF MILEPOST 241, 30.5 M (100.1 FT) SOUTH
 AC7912'OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE
 AC7912'HIGHWAY, 0.9 M (3.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AC7912'WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.
 AC7912'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL
 AC7912'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7912'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7912'THROUGH A 4-INCH PVC CAP.  THE MONUMENT IS A SOUTH DAKOTA HARN
 AC7912'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7942 ***********************************************************************
 AC7942  CBN         -  This is a Cooperative Base Network Control Station.
 AC7942  DESIGNATION -  20 261.40
 AC7942  PID         -  AC7942
 AC7942  STATE/COUNTY-  SD/POTTER
 AC7942  COUNTRY     -  US
 AC7942  USGS QUAD   -  SENECA NW (2017)
 AC7942
 AC7942                         *CURRENT SURVEY CONTROL
 AC7942  ______________________________________________________________________
 AC7942* NAD 83(2011) POSITION- 45 12 07.11268(N) 099 41 54.44872(W)   ADJUSTED
 AC7942* NAD 83(2011) ELLIP HT-   585.256 (meters)        (06/27/12)   ADJUSTED
 AC7942* NAD 83(2011) EPOCH   -  2010.00
 AC7942* NAVD 88 ORTHO HEIGHT -   607.9   (meters)     1994.    (feet) GPS OBS
 AC7942  ______________________________________________________________________
 AC7942  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7942  GEOID HEIGHT    -        -22.510 (meters)                     GEOID96
 AC7942  GEOID HEIGHT    -        -22.591 (meters)                     GEOID18
 AC7942  NAD 83(2011) X  -   -758,437.168 (meters)                     COMP
 AC7942  NAD 83(2011) Y  - -4,437,759.320 (meters)                     COMP
 AC7942  NAD 83(2011) Z  -  4,503,607.642 (meters)                     COMP
 AC7942  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 AC7942
 AC7942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7942  Standards:
 AC7942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7942  -------------------------------------------------------------------
 AC7942  NETWORK    0.98   2.82           0.46   0.31   1.44     -0.09124754
 AC7942  -------------------------------------------------------------------
 AC7942  Click here for local accuracies and other accuracy information.
 AC7942
 AC7942.The horizontal coordinates were established by GPS observations
 AC7942.and adjusted by the National Geodetic Survey in June 2012.
 AC7942
 AC7942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7942.been affixed to the stable North American tectonic plate. See 
 AC7942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7942
 AC7942.The horizontal coordinates are valid at the epoch date displayed above
 AC7942.which is a decimal equivalence of Year/Month/Day.
 AC7942
 AC7942.The orthometric height was determined by GPS observations and a
 AC7942.high-resolution geoid model.
 AC7942
 AC7942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7942.GEOID18 height accuracy estimate available here.
 AC7942
 AC7942.Click photographs - Photos may exist for this station.
 AC7942
 AC7942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7942
 AC7942.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7942
 AC7942.The ellipsoidal height was determined by GPS observations
 AC7942.and is referenced to NAD 83.
 AC7942
 AC7942. The following values were computed from the NAD 83(2011) position.
 AC7942
 AC7942;                    North         East     Units Scale Factor Converg.
 AC7942;SPC SD N     -   152,131.748   623,690.539   MT  0.99994257   +0 12 48.3
 AC7942;SPC SD N     -   499,118.91  2,046,224.71   sFT  0.99994257   +0 12 48.3
 AC7942;UTM  14      - 5,005,625.006   445,144.583   MT  0.99963700   -0 29 44.3
 AC7942
 AC7942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7942!SPC SD N     -   0.99990825  x   0.99994257  =   0.99985083
 AC7942!UTM  14      -   0.99990825  x   0.99963700  =   0.99954528
 AC7942
 AC7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR4514405625(NAD 83)
 AC7942
 AC7942                          SUPERSEDED SURVEY CONTROL
 AC7942
 AC7942  NAD 83(2007)-  45 12 07.11270(N)    099 41 54.44950(W) AD(2002.00) 0
 AC7942  ELLIP H (02/10/07)  585.286  (m)                       GP(2002.00)    
 AC7942  ELLIP H (04/15/04)  585.293  (m)                       GP(       ) 2 1
 AC7942  NAD 83(1996)-  45 12 07.11211(N)    099 41 54.44899(W) AD(       ) B
 AC7942  ELLIP H (04/18/97)  585.334  (m)                       GP(       ) 4 1
 AC7942
 AC7942.Superseded values are not recommended for survey control.
 AC7942
 AC7942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7942.See file dsdata.pdf to determine how the superseded data were derived.
 AC7942
 AC7942_MARKER: Z = SEE DESCRIPTION
 AC7942_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7942_STAMPING: 20-261.40 1995
 AC7942_MARK LOGO: NGS
 AC7942_PROJECTION: FLUSH
 AC7942_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7942+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AC7942_ROD/PIPE-DEPTH: 6.4 meters
 AC7942_SLEEVE-DEPTH  : 1.8 meters
 AC7942
 AC7942  HISTORY     - Date     Condition        Report By
 AC7942  HISTORY     - 1995     MONUMENTED       SDDT
 AC7942  HISTORY     - 19960813 GOOD             NGS
 AC7942  HISTORY     - 20120613 GOOD             INDIV
 AC7942
 AC7942                          STATION DESCRIPTION
 AC7942
 AC7942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7942'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF HOVEN AND
 AC7942'4.0 MI (6.4 KM) WEST OF TOLSTOY, ON STATE HIGHWAY 20.  OWNERSHIP--THE
 AC7942'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7942'STATE HIGHWAYS 20 EAST AND 47, 3.0 MI (4.8 KM) SOUTH OF HOVEN, GO EAST
 AC7942'ON STATE HIGHWAY 20 FOR 3.85 MI (6.20 KM) TO THE TOP OF A RISE AND THE
 AC7942'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7942'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7942'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 56.8 FT (17.3 M) NORTH OF THE
 AC7942'HIGHWAY CENTERLINE, 20.3 FT (6.2 M) WEST OF THE CENTER OF A FIELD
 AC7942'ENTRANCE, 8.1 FT (2.5 M) SOUTH OF A FENCE, 7.4 FT (2.3 M)
 AC7942'SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE WARNING SIGN, 1.4 FT (0.4 M)
 AC7942'SOUTH OF A WITNESS POST, AND 0.01 M (0.03 FT) BELOW THE GROUND
 AC7942'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7942'AND THEN A 4-INCH PVC CAP.
 AC7942
 AC7942                          STATION RECOVERY (2012)
 AC7942
 AC7942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC7942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7961 ***********************************************************************
 AC7961  CBN         -  This is a Cooperative Base Network Control Station.
 AC7961  DESIGNATION -  20 277.35
 AC7961  PID         -  AC7961
 AC7961  STATE/COUNTY-  SD/FAULK
 AC7961  COUNTRY     -  US
 AC7961  USGS QUAD   -  ONAKA (2017)
 AC7961
 AC7961                         *CURRENT SURVEY CONTROL
 AC7961  ______________________________________________________________________
 AC7961* NAD 83(2011) POSITION- 45 11 16.07945(N) 099 22 43.27831(W)   ADJUSTED
 AC7961* NAD 83(2011) ELLIP HT-   512.346 (meters)        (06/27/12)   ADJUSTED
 AC7961* NAD 83(2011) EPOCH   -  2010.00
 AC7961* NAVD 88 ORTHO HEIGHT -   535.5   (meters)     1757.    (feet) GPS OBS
 AC7961  ______________________________________________________________________
 AC7961  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7961  GEOID HEIGHT    -        -23.034 (meters)                     GEOID96
 AC7961  GEOID HEIGHT    -        -23.137 (meters)                     GEOID18
 AC7961  NAD 83(2011) X  -   -733,832.007 (meters)                     COMP
 AC7961  NAD 83(2011) Y  - -4,442,975.299 (meters)                     COMP
 AC7961  NAD 83(2011) Z  -  4,502,445.602 (meters)                     COMP
 AC7961  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 AC7961
 AC7961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7961  Standards:
 AC7961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7961  -------------------------------------------------------------------
 AC7961  NETWORK    0.88   2.57           0.41   0.28   1.31     -0.10034360
 AC7961  -------------------------------------------------------------------
 AC7961  Click here for local accuracies and other accuracy information.
 AC7961
 AC7961.The horizontal coordinates were established by GPS observations
 AC7961.and adjusted by the National Geodetic Survey in June 2012.
 AC7961
 AC7961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7961.been affixed to the stable North American tectonic plate. See 
 AC7961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7961
 AC7961.The horizontal coordinates are valid at the epoch date displayed above
 AC7961.which is a decimal equivalence of Year/Month/Day.
 AC7961
 AC7961.The orthometric height was determined by GPS observations and a
 AC7961.high-resolution geoid model.
 AC7961
 AC7961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7961.GEOID18 height accuracy estimate available here.
 AC7961
 AC7961.Click photographs - Photos may exist for this station.
 AC7961
 AC7961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7961
 AC7961.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7961
 AC7961.The ellipsoidal height was determined by GPS observations
 AC7961.and is referenced to NAD 83.
 AC7961
 AC7961. The following values were computed from the NAD 83(2011) position.
 AC7961
 AC7961;                    North         East     Units Scale Factor Converg.
 AC7961;SPC SD N     -   150,699.630   648,824.842   MT  0.99994195   +0 26 23.0
 AC7961;SPC SD N     -   494,420.37  2,128,686.17   sFT  0.99994195   +0 26 23.0
 AC7961;UTM  14      - 5,003,882.671   470,251.222   MT  0.99961088   -0 16 07.1
 AC7961
 AC7961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7961!SPC SD N     -   0.99991968  x   0.99994195  =   0.99986163
 AC7961!UTM  14      -   0.99991968  x   0.99961088  =   0.99953059
 AC7961
 AC7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR7025103882(NAD 83)
 AC7961
 AC7961                          SUPERSEDED SURVEY CONTROL
 AC7961
 AC7961  NAD 83(2007)-  45 11 16.07947(N)    099 22 43.27909(W) AD(2002.00) 0
 AC7961  ELLIP H (02/10/07)  512.375  (m)                       GP(2002.00)    
 AC7961  ELLIP H (04/15/04)  512.382  (m)                       GP(       ) 2 1
 AC7961  NAD 83(1996)-  45 11 16.07890(N)    099 22 43.27860(W) AD(       ) B
 AC7961  ELLIP H (04/18/97)  512.423  (m)                       GP(       ) 4 1
 AC7961
 AC7961.Superseded values are not recommended for survey control.
 AC7961
 AC7961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7961.See file dsdata.pdf to determine how the superseded data were derived.
 AC7961
 AC7961_MARKER: Z = SEE DESCRIPTION
 AC7961_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7961_STAMPING: 20-277.35 1995
 AC7961_MARK LOGO: NGS
 AC7961_PROJECTION: PROJECTING 2 CENTIMETERS
 AC7961_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7961+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1996
 AC7961_ROD/PIPE-DEPTH: 6.4 meters
 AC7961_SLEEVE-DEPTH  : 1.8 meters
 AC7961
 AC7961  HISTORY     - Date     Condition        Report By
 AC7961  HISTORY     - 1995     MONUMENTED       SDDT
 AC7961  HISTORY     - 19960812 GOOD             NGS
 AC7961
 AC7961                          STATION DESCRIPTION
 AC7961
 AC7961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7961'THE STATION IS LOCATED 16.0 MI (25.7 KM) NORTHWEST OF FAULKTON AND 5.0
 AC7961'MI (8.0 KM) EAST OF ONAKA, ON STATE HIGHWAY 20.  OWNERSHIP--THE STATE
 AC7961'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN ONAKA,
 AC7961'GO NORTHEAST ON A PAVED ROAD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 AC7961'STATE HIGHWAY 20, TURN RIGHT AND GO EAST ON STATE HIGHWAY 20 FOR 4.6
 AC7961'MI (7.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT
 AC7961'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7961'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 0.3 MI (0.5
 AC7961'KM) EAST OF MILEPOST 277, 30.3 M (99.4 FT) NORTH OF THE HIGHWAY
 AC7961'CENTERLINE, 6.6 M (21.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE
 AC7961'ROAD, 2.3 M (7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT)
 AC7961'SOUTH OF A BRACED FENCE POST, 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 AC7961'POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.11 M (0.36 FT)
 AC7961'BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AC7961'A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7869 ***********************************************************************
 AC7869  CBN         -  This is a Cooperative Base Network Control Station.
 AC7869  DESIGNATION -  20 313.53
 AC7869  PID         -  AC7869
 AC7869  STATE/COUNTY-  SD/SPINK
 AC7869  COUNTRY     -  US
 AC7869  USGS QUAD   -  CHELSEA (2017)
 AC7869
 AC7869                         *CURRENT SURVEY CONTROL
 AC7869  ______________________________________________________________________
 AC7869* NAD 83(2011) POSITION- 45 09 30.20920(N) 098 40 44.94357(W)   ADJUSTED
 AC7869* NAD 83(2011) ELLIP HT-   379.295 (meters)        (06/27/12)   ADJUSTED
 AC7869* NAD 83(2011) EPOCH   -  2010.00
 AC7869* NAVD 88 ORTHO HEIGHT -   403.4   (meters)     1323.    (feet) GPS OBS
 AC7869  ______________________________________________________________________
 AC7869  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7869  GEOID HEIGHT    -        -24.067 (meters)                     GEOID96
 AC7869  GEOID HEIGHT    -        -24.169 (meters)                     GEOID18
 AC7869  NAD 83(2011) X  -   -679,869.009 (meters)                     COMP
 AC7869  NAD 83(2011) Y  - -4,453,802.367 (meters)                     COMP
 AC7869  NAD 83(2011) Z  -  4,500,047.026 (meters)                     COMP
 AC7869  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 AC7869
 AC7869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7869  Standards:
 AC7869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7869  -------------------------------------------------------------------
 AC7869  NETWORK    0.96   2.65           0.45   0.31   1.35     -0.04689030
 AC7869  -------------------------------------------------------------------
 AC7869  Click here for local accuracies and other accuracy information.
 AC7869
 AC7869.The horizontal coordinates were established by GPS observations
 AC7869.and adjusted by the National Geodetic Survey in June 2012.
 AC7869
 AC7869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7869.been affixed to the stable North American tectonic plate. See 
 AC7869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7869
 AC7869.The horizontal coordinates are valid at the epoch date displayed above
 AC7869.which is a decimal equivalence of Year/Month/Day.
 AC7869
 AC7869.The orthometric height was determined by GPS observations and a
 AC7869.high-resolution geoid model.
 AC7869
 AC7869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7869.GEOID18 height accuracy estimate available here.
 AC7869
 AC7869.Click photographs - Photos may exist for this station.
 AC7869
 AC7869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7869
 AC7869.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7869
 AC7869.The ellipsoidal height was determined by GPS observations
 AC7869.and is referenced to NAD 83.
 AC7869
 AC7869. The following values were computed from the NAD 83(2011) position.
 AC7869
 AC7869;                    North         East     Units Scale Factor Converg.
 AC7869;SPC SD N     -   148,091.335   703,846.678   MT  0.99994086   +0 56 05.3
 AC7869;SPC SD N     -   485,862.99  2,309,203.64   sFT  0.99994086   +0 56 05.3
 AC7869;UTM  14      - 5,000,595.993   525,218.040   MT  0.99960782   +0 13 39.0
 AC7869
 AC7869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7869!SPC SD N     -   0.99994054  x   0.99994086  =   0.99988140
 AC7869!UTM  14      -   0.99994054  x   0.99960782  =   0.99954838
 AC7869
 AC7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2521800595(NAD 83)
 AC7869
 AC7869                          SUPERSEDED SURVEY CONTROL
 AC7869
 AC7869  NAD 83(2007)-  45 09 30.20919(N)    098 40 44.94438(W) AD(2002.00) 0
 AC7869  ELLIP H (02/10/07)  379.324  (m)                       GP(2002.00)    
 AC7869  ELLIP H (04/15/04)  379.334  (m)                       GP(       ) 2 1
 AC7869  NAD 83(1996)-  45 09 30.20867(N)    098 40 44.94382(W) AD(       ) B
 AC7869  ELLIP H (04/18/97)  379.365  (m)                       GP(       ) 4 1
 AC7869
 AC7869.Superseded values are not recommended for survey control.
 AC7869
 AC7869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7869.See file dsdata.pdf to determine how the superseded data were derived.
 AC7869
 AC7869_MARKER: Z = SEE DESCRIPTION
 AC7869_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7869_STAMPING: 20-313.53 1995
 AC7869_MARK LOGO: NGS
 AC7869_PROJECTION: FLUSH
 AC7869_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7869+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AC7869_ROD/PIPE-DEPTH: 6.4 meters
 AC7869_SLEEVE-DEPTH  : 1.8 meters
 AC7869
 AC7869  HISTORY     - Date     Condition        Report By
 AC7869  HISTORY     - 1995     MONUMENTED       SDDT
 AC7869  HISTORY     - 19960703 GOOD             NGS
 AC7869
 AC7869                          STATION DESCRIPTION
 AC7869
 AC7869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7869'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST OF MELLETTE, 8.2
 AC7869'KM (5.10 MI) WEST OF NORTHVILLE AND 3.1 KM (1.90 MI) EAST OF THE
 AC7869'SPINK/FAULK COUNTY LINE, ON STATE HIGHWAY 20.  OWNERSHIP--THE STATE OF
 AC7869'SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AC7869'20 AND FAULK COUNTY ROAD 23 AT CHELSEA, GO EAST ON STATE HIGHWAY 20
 AC7869'FOR 4.7 KM (2.90 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AC7869'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7869'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 29.6 M
 AC7869'(97.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT)
 AC7869'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) NORTH OF A
 AC7869'METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AC7869'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7869'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9772 ***********************************************************************
 AE9772  DESIGNATION -  20 321.43
 AE9772  PID         -  AE9772
 AE9772  STATE/COUNTY-  SD/SPINK
 AE9772  COUNTRY     -  US
 AE9772  USGS QUAD   -  NORTHVILLE (2017)
 AE9772
 AE9772                         *CURRENT SURVEY CONTROL
 AE9772  ______________________________________________________________________
 AE9772* NAD 83(1986) POSITION- 45 09 30.     (N) 098 30 47.     (W)   SCALED
 AE9772* NAVD 88 ORTHO HEIGHT -   395.496 (meters)     1297.56  (feet) ADJUSTED
 AE9772  ______________________________________________________________________
 AE9772  GEOID HEIGHT    -        -24.352 (meters)                     GEOID18
 AE9772  DYNAMIC HEIGHT  -        395.459 (meters)     1297.44  (feet) COMP
 AE9772  MODELED GRAVITY -    980,511.6   (mgal)                       NAVD 88
 AE9772
 AE9772  VERT ORDER      -  FIRST     CLASS II
 AE9772
 AE9772.The horizontal coordinates were scaled from a map and have
 AE9772.an estimated accuracy of +/- 6 seconds.
 AE9772
 AE9772.The orthometric height was determined by differential leveling and
 AE9772.adjusted by the NATIONAL GEODETIC SURVEY
 AE9772.in July 1998.
 AE9772
 AE9772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9772.GEOID18 height accuracy estimate available here.
 AE9772
 AE9772.Click photographs - Photos may exist for this station.
 AE9772
 AE9772.The dynamic height is computed by dividing the NAVD 88
 AE9772.geopotential number by the normal gravity value computed on the
 AE9772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9772.degrees latitude (g = 980.6199 gals.).
 AE9772
 AE9772.The modeled gravity was interpolated from observed gravity values.
 AE9772
 AE9772;                    North         East    Units  Estimated Accuracy
 AE9772;SPC SD N     -   148,310.      716,900.      MT  (+/- 180 meters Scaled)
 AE9772
 AE9772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382006(NAD 83)
 AE9772
 AE9772                          SUPERSEDED SURVEY CONTROL
 AE9772
 AE9772.No superseded survey control is available for this station.
 AE9772
 AE9772_MARKER: Z = SEE DESCRIPTION
 AE9772_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9772_STAMPING: 20-321.43 1996
 AE9772_MARK LOGO: NGS
 AE9772_PROJECTION: FLUSH
 AE9772_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9772+STABILITY: POSITION/ELEVATION WELL
 AE9772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9772+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9772_ROD/PIPE-DEPTH: 6.4 meters
 AE9772_SLEEVE-DEPTH  : 1.8 meters
 AE9772
 AE9772  HISTORY     - Date     Condition        Report By
 AE9772  HISTORY     - 1996     MONUMENTED       SDDT
 AE9772  HISTORY     - 19970422 GOOD             NGS
 AE9772
 AE9772                          STATION DESCRIPTION
 AE9772
 AE9772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9772'31.4 KM (19.50 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9772'COURTHOUSE IN REDFIELD, 696.0 M (2283.5 FT) WEST OF MILEPOST 322, 86.0
 AE9772'M (282.2 FT) WEST OF THE HIGHWAY CENTERLINE, 17.8 M (58.4 FT) NORTH OF
 AE9772'THE CENTERLINE OF STATE HIGHWAY 20, 4.3 M (14.1 FT) EAST OF THE CENTER
 AE9772'OF A FIELD ENTRANCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M
 AE9772'(1.0 FT) NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AE9772'STAINLESS STEEL REVIT AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO
 AE9772'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE9772'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7894 ***********************************************************************
 AC7894  CBN         -  This is a Cooperative Base Network Control Station.
 AC7894  DESIGNATION -  20 328.35
 AC7894  PID         -  AC7894
 AC7894  STATE/COUNTY-  SD/SPINK
 AC7894  COUNTRY     -  US
 AC7894  USGS QUAD   -  MELLETTE (2017)
 AC7894
 AC7894                         *CURRENT SURVEY CONTROL
 AC7894  ______________________________________________________________________
 AC7894* NAD 83(2011) POSITION- 45 09 22.94137(N) 098 22 35.00242(W)   ADJUSTED
 AC7894* NAD 83(2011) ELLIP HT-   371.663 (meters)        (06/27/12)   ADJUSTED
 AC7894* NAD 83(2011) EPOCH   -  2010.00
 AC7894* NAVD 88 ORTHO HEIGHT -   396.1   (meters)     1300.    (feet) GPS OBS
 AC7894  ______________________________________________________________________
 AC7894  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7894  GEOID HEIGHT    -        -24.314 (meters)                     GEOID96
 AC7894  GEOID HEIGHT    -        -24.467 (meters)                     GEOID18
 AC7894  NAD 83(2011) X  -   -656,347.308 (meters)                     COMP
 AC7894  NAD 83(2011) Y  - -4,457,484.794 (meters)                     COMP
 AC7894  NAD 83(2011) Z  -  4,499,883.393 (meters)                     COMP
 AC7894  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 AC7894
 AC7894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7894  Standards:
 AC7894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7894  -------------------------------------------------------------------
 AC7894  NETWORK    0.91   2.53           0.42   0.31   1.29      0.01700998
 AC7894  -------------------------------------------------------------------
 AC7894  Click here for local accuracies and other accuracy information.
 AC7894
 AC7894.The horizontal coordinates were established by GPS observations
 AC7894.and adjusted by the National Geodetic Survey in June 2012.
 AC7894
 AC7894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7894.been affixed to the stable North American tectonic plate. See 
 AC7894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7894
 AC7894.The horizontal coordinates are valid at the epoch date displayed above
 AC7894.which is a decimal equivalence of Year/Month/Day.
 AC7894
 AC7894.The orthometric height was determined by GPS observations and a
 AC7894.high-resolution geoid model.
 AC7894
 AC7894.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7894.GEOID18 height accuracy estimate available here.
 AC7894
 AC7894.Click photographs - Photos may exist for this station.
 AC7894
 AC7894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7894
 AC7894.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7894
 AC7894.The ellipsoidal height was determined by GPS observations
 AC7894.and is referenced to NAD 83.
 AC7894
 AC7894. The following values were computed from the NAD 83(2011) position.
 AC7894
 AC7894;                    North         East     Units Scale Factor Converg.
 AC7894;SPC SD N     -   148,299.903   727,651.737   MT  0.99994079   +1 08 56.7
 AC7894;SPC SD N     -   486,547.27  2,387,304.07   sFT  0.99994079   +1 08 56.7
 AC7894;UTM  14      - 5,000,510.790   549,016.163   MT  0.99962954   +0 26 31.8
 AC7894
 AC7894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7894!SPC SD N     -   0.99994173  x   0.99994079  =   0.99988253
 AC7894!UTM  14      -   0.99994173  x   0.99962954  =   0.99957129
 AC7894
 AC7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4901600510(NAD 83)
 AC7894
 AC7894                          SUPERSEDED SURVEY CONTROL
 AC7894
 AC7894  NAD 83(2007)-  45 09 22.94133(N)    098 22 35.00326(W) AD(2002.00) 0
 AC7894  ELLIP H (02/10/07)  371.693  (m)                       GP(2002.00)    
 AC7894  ELLIP H (04/15/04)  371.710  (m)                       GP(       ) 2 1
 AC7894  NAD 83(1996)-  45 09 22.94081(N)    098 22 35.00271(W) AD(       ) B
 AC7894  ELLIP H (04/18/97)  371.736  (m)                       GP(       ) 4 1
 AC7894
 AC7894.Superseded values are not recommended for survey control.
 AC7894
 AC7894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7894.See file dsdata.pdf to determine how the superseded data were derived.
 AC7894
 AC7894_MARKER: Z = SEE DESCRIPTION
 AC7894_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AC7894_STAMPING: 20-328.35 1995
 AC7894_MARK LOGO: NGS
 AC7894_PROJECTION: FLUSH
 AC7894_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7894+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AC7894_ROD/PIPE-DEPTH: 6.4 meters
 AC7894
 AC7894  HISTORY     - Date     Condition        Report By
 AC7894  HISTORY     - 1995     MONUMENTED       SDDT
 AC7894  HISTORY     - 19960709 GOOD             NGS
 AC7894
 AC7894                          STATION DESCRIPTION
 AC7894
 AC7894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7894'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF MELLETTE AND 2.4
 AC7894'MI (3.9 KM) WEST OF BRENTFORD, ON STATE HIGHWAY 20.  OWNERSHIP--THE
 AC7894'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7894'STATE HIGHWAY 20 AND COUNTY ROAD 11, 0.1 MI (0.2 KM) WEST OF
 AC7894'BRENTFORD, GO WEST ON STATE HIGHWAY 20 FOR 2.3 MI (3.7 KM) TO THE
 AC7894'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7894'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7894'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 21.9 M (71.9 FT) SOUTH OF THE
 AC7894'HIGHWAY CENTERLINE, 7.5 M (24.6 FT) SOUTHEAST OF THE EAST END OF A
 AC7894'CONCRETE PIPE CULVERT, 6.7 M (22.0 FT) EAST OF THE CENTER OF A FIELD
 AC7894'ENTRANCE, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0
 AC7894'FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC7894'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7922 ***********************************************************************
 AC7922  CBN         -  This is a Cooperative Base Network Control Station.
 AC7922  DESIGNATION -  20 348.13
 AC7922  PID         -  AC7922
 AC7922  STATE/COUNTY-  SD/SPINK
 AC7922  COUNTRY     -  US
 AC7922  USGS QUAD   -  TURTON (2017)
 AC7922
 AC7922                         *CURRENT SURVEY CONTROL
 AC7922  ______________________________________________________________________
 AC7922* NAD 83(2011) POSITION- 45 06 37.17570(N) 098 01 58.62444(W)   ADJUSTED
 AC7922* NAD 83(2011) ELLIP HT-   390.992 (meters)        (06/27/12)   ADJUSTED
 AC7922* NAD 83(2011) EPOCH   -  2010.00
 AC7922* NAVD 88 ORTHO HEIGHT -   415.6   (meters)     1364.    (feet) GPS OBS
 AC7922  ______________________________________________________________________
 AC7922  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7922  GEOID HEIGHT    -        -24.493 (meters)                     GEOID96
 AC7922  GEOID HEIGHT    -        -24.629 (meters)                     GEOID18
 AC7922  NAD 83(2011) X  -   -630,125.702 (meters)                     COMP
 AC7922  NAD 83(2011) Y  - -4,464,943.940 (meters)                     COMP
 AC7922  NAD 83(2011) Z  -  4,496,286.833 (meters)                     COMP
 AC7922  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AC7922
 AC7922  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7922  Standards:
 AC7922         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7922            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7922  -------------------------------------------------------------------
 AC7922  NETWORK    0.87   2.45           0.41   0.27   1.25     -0.02913341
 AC7922  -------------------------------------------------------------------
 AC7922  Click here for local accuracies and other accuracy information.
 AC7922
 AC7922.The horizontal coordinates were established by GPS observations
 AC7922.and adjusted by the National Geodetic Survey in June 2012.
 AC7922
 AC7922.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7922.been affixed to the stable North American tectonic plate. See 
 AC7922.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7922
 AC7922.The horizontal coordinates are valid at the epoch date displayed above
 AC7922.which is a decimal equivalence of Year/Month/Day.
 AC7922
 AC7922.The orthometric height was determined by GPS observations and a
 AC7922.high-resolution geoid model.
 AC7922
 AC7922.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7922.GEOID18 height accuracy estimate available here.
 AC7922
 AC7922.Click photographs - Photos may exist for this station.
 AC7922
 AC7922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7922
 AC7922.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7922
 AC7922.The ellipsoidal height was determined by GPS observations
 AC7922.and is referenced to NAD 83.
 AC7922
 AC7922. The following values were computed from the NAD 83(2011) position.
 AC7922
 AC7922;                    North         East     Units Scale Factor Converg.
 AC7922;SPC SD N     -   143,783.222   754,773.064   MT  0.99993964   +1 23 31.8
 AC7922;SPC SD N     -   471,728.79  2,476,284.63   sFT  0.99993964   +1 23 31.8
 AC7922;UTM  14      - 4,995,661.245   576,071.815   MT  0.99967115   +0 41 06.6
 AC7922
 AC7922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7922!SPC SD N     -   0.99993870  x   0.99993964  =   0.99987835
 AC7922!UTM  14      -   0.99993870  x   0.99967115  =   0.99960987
 AC7922
 AC7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7607195661(NAD 83)
 AC7922
 AC7922                          SUPERSEDED SURVEY CONTROL
 AC7922
 AC7922  NAD 83(2007)-  45 06 37.17567(N)    098 01 58.62528(W) AD(2002.00) 0
 AC7922  ELLIP H (02/10/07)  391.021  (m)                       GP(2002.00)    
 AC7922  ELLIP H (04/15/04)  391.038  (m)                       GP(       ) 2 1
 AC7922  NAD 83(1996)-  45 06 37.17515(N)    098 01 58.62474(W) AD(       ) B
 AC7922  ELLIP H (04/18/97)  391.065  (m)                       GP(       ) 4 1
 AC7922
 AC7922.Superseded values are not recommended for survey control.
 AC7922
 AC7922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7922.See file dsdata.pdf to determine how the superseded data were derived.
 AC7922
 AC7922_MARKER: Z = SEE DESCRIPTION
 AC7922_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7922_STAMPING: 20-348.13 1995
 AC7922_MARK LOGO: NGS
 AC7922_PROJECTION: FLUSH
 AC7922_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7922+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1996
 AC7922_ROD/PIPE-DEPTH: 12.8 meters
 AC7922_SLEEVE-DEPTH  : 1.8 meters
 AC7922
 AC7922  HISTORY     - Date     Condition        Report By
 AC7922  HISTORY     - 1995     MONUMENTED       SDDT
 AC7922  HISTORY     - 19960926 GOOD             SDDT
 AC7922
 AC7922                          STATION DESCRIPTION
 AC7922
 AC7922'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7922'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF CONDE AND
 AC7922'2.0 MI (3.2 KM) WEST OF THE SPINK/DAY COUNTY LINE ON STATE HIGHWAY 20.
 AC7922'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7922'JUNCTION OF SOUTH DAKOTA HIGHWAYS 37 AND 20 WEST IN CONDE, GO SOUTH ON
 AC7922'STATE HIGHWAY 37 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF STATE HIGHWAY
 AC7922'20 EAST, TURN LEFT AND GO EAST ON STATE HIGHWAY 20 FOR 3.6 MI (5.8 KM)
 AC7922'TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7922'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7922'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 96.0 FT (29.3 M) NORTH OF THE
 AC7922'HIGHWAY CENTER, 48.0 FT (14.6 M) NORTH OF THE CENTER OF THE WEST END
 AC7922'OF A CULVERT UNDER A FIELD ENTRANCE ROAD, 18.0 FT (5.5 M) WEST OF THE
 AC7922'CENTER OF THE ROAD, 4.0 FT (1.2 M) SOUTH OF A WITNESS POST AND FENCE
 AC7922'CORNER, AND 1.0 FT (0.3 M) NORTH OF A METAL GUARD POST.  NOTE--ACCESS
 AC7922'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7922'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7946 ***********************************************************************
 AC7946  CBN         -  This is a Cooperative Base Network Control Station.
 AC7946  DESIGNATION -  20 363.95
 AC7946  PID         -  AC7946
 AC7946  STATE/COUNTY-  SD/CLARK
 AC7946  COUNTRY     -  US
 AC7946  USGS QUAD   -  BRADLEY (2017)
 AC7946
 AC7946                         *CURRENT SURVEY CONTROL
 AC7946  ______________________________________________________________________
 AC7946* NAD 83(2011) POSITION- 45 05 38.77560(N) 097 42 48.90935(W)   ADJUSTED
 AC7946* NAD 83(2011) ELLIP HT-   531.580 (meters)        (06/27/12)   ADJUSTED
 AC7946* NAD 83(2011) EPOCH   -  2010.00
 AC7946* NAVD 88 ORTHO HEIGHT -   556.2   (meters)     1825.    (feet) GPS OBS
 AC7946  ______________________________________________________________________
 AC7946  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7946  GEOID HEIGHT    -        -24.587 (meters)                     GEOID96
 AC7946  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 AC7946  NAD 83(2011) X  -   -605,413.293 (meters)                     COMP
 AC7946  NAD 83(2011) Y  - -4,469,750.810 (meters)                     COMP
 AC7946  NAD 83(2011) Z  -  4,495,113.804 (meters)                     COMP
 AC7946  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 AC7946
 AC7946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7946  Standards:
 AC7946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7946  -------------------------------------------------------------------
 AC7946  NETWORK    0.96   2.69           0.45   0.30   1.37     -0.09245791
 AC7946  -------------------------------------------------------------------
 AC7946  Click here for local accuracies and other accuracy information.
 AC7946
 AC7946.The horizontal coordinates were established by GPS observations
 AC7946.and adjusted by the National Geodetic Survey in June 2012.
 AC7946
 AC7946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7946.been affixed to the stable North American tectonic plate. See 
 AC7946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7946
 AC7946.The horizontal coordinates are valid at the epoch date displayed above
 AC7946.which is a decimal equivalence of Year/Month/Day.
 AC7946
 AC7946.The orthometric height was determined by GPS observations and a
 AC7946.high-resolution geoid model.
 AC7946
 AC7946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7946.GEOID18 height accuracy estimate available here.
 AC7946
 AC7946.Click photographs - Photos may exist for this station.
 AC7946
 AC7946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7946
 AC7946.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7946
 AC7946.The ellipsoidal height was determined by GPS observations
 AC7946.and is referenced to NAD 83.
 AC7946
 AC7946. The following values were computed from the NAD 83(2011) position.
 AC7946
 AC7946;                    North         East     Units Scale Factor Converg.
 AC7946;SPC SD N     -   142,641.331   779,946.338   MT  0.99993939   +1 37 05.5
 AC7946;SPC SD N     -   467,982.43  2,558,873.94   sFT  0.99993939   +1 37 05.5
 AC7946;UTM  14      - 4,994,209.184   601,222.989   MT  0.99972598   +0 54 40.3
 AC7946
 AC7946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7946!SPC SD N     -   0.99991666  x   0.99993939  =   0.99985606
 AC7946!UTM  14      -   0.99991666  x   0.99972598  =   0.99964267
 AC7946
 AC7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0122294209(NAD 83)
 AC7946
 AC7946                          SUPERSEDED SURVEY CONTROL
 AC7946
 AC7946  NAD 83(2007)-  45 05 38.77554(N)    097 42 48.91023(W) AD(2002.00) 0
 AC7946  ELLIP H (02/10/07)  531.612  (m)                       GP(2002.00)    
 AC7946  ELLIP H (04/15/04)  531.629  (m)                       GP(       ) 2 1
 AC7946  NAD 83(1996)-  45 05 38.77502(N)    097 42 48.90966(W) AD(       ) B
 AC7946  ELLIP H (04/18/97)  531.647  (m)                       GP(       ) 4 1
 AC7946
 AC7946.Superseded values are not recommended for survey control.
 AC7946
 AC7946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7946.See file dsdata.pdf to determine how the superseded data were derived.
 AC7946
 AC7946_MARKER: Z = SEE DESCRIPTION
 AC7946_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7946_STAMPING: 20-363.95 1995
 AC7946_MARK LOGO: NGS
 AC7946_PROJECTION: FLUSH
 AC7946_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7946+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7946_ROD/PIPE-DEPTH: 6.4 meters
 AC7946_SLEEVE-DEPTH  : 1.8 meters
 AC7946
 AC7946  HISTORY     - Date     Condition        Report By
 AC7946  HISTORY     - 1995     MONUMENTED       SDDT
 AC7946  HISTORY     - 19960927 GOOD             NGS
 AC7946
 AC7946                          STATION DESCRIPTION
 AC7946
 AC7946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7946'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF BRADLEY, ON STATE
 AC7946'HIGHWAY 20.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7946'STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND BENTLEY STREET ON
 AC7946'THE NORTH EDGE OF BRADLEY, GO WEST ON STATE HIGHWAY 20 FOR 3.0 MI (4.8
 AC7946'KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP
 AC7946'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 AC7946'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 38.7 M (127.0 FT) SOUTHWEST
 AC7946'OF MILEPOST 364, 22.2 M (72.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.8
 AC7946'M (15.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.6 M (2.0
 AC7946'FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) SOUTH OF A
 AC7946'METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7946'LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7965 ***********************************************************************
 AC7965  CBN         -  This is a Cooperative Base Network Control Station.
 AC7965  DESIGNATION -  20 379.60
 AC7965  PID         -  AC7965
 AC7965  STATE/COUNTY-  SD/CODINGTON
 AC7965  COUNTRY     -  US
 AC7965  USGS QUAD   -  WALLACE (2017)
 AC7965
 AC7965                         *CURRENT SURVEY CONTROL
 AC7965  ______________________________________________________________________
 AC7965* NAD 83(2011) POSITION- 45 05 38.95155(N) 097 23 37.01850(W)   ADJUSTED
 AC7965* NAD 83(2011) ELLIP HT-   514.760 (meters)        (06/27/12)   ADJUSTED
 AC7965* NAD 83(2011) EPOCH   -  2010.00
 AC7965* NAVD 88 ORTHO HEIGHT -   539.8   (meters)     1771.    (feet) GPS OBS
 AC7965  ______________________________________________________________________
 AC7965  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7965  GEOID HEIGHT    -        -24.933 (meters)                     GEOID96
 AC7965  GEOID HEIGHT    -        -25.069 (meters)                     GEOID18
 AC7965  NAD 83(2011) X  -   -580,440.527 (meters)                     COMP
 AC7965  NAD 83(2011) Y  - -4,473,046.448 (meters)                     COMP
 AC7965  NAD 83(2011) Z  -  4,495,105.726 (meters)                     COMP
 AC7965  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 AC7965
 AC7965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7965  Standards:
 AC7965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7965  -------------------------------------------------------------------
 AC7965  NETWORK    0.71   2.16           0.32   0.25   1.10     -0.08408880
 AC7965  -------------------------------------------------------------------
 AC7965  Click here for local accuracies and other accuracy information.
 AC7965
 AC7965.The horizontal coordinates were established by GPS observations
 AC7965.and adjusted by the National Geodetic Survey in June 2012.
 AC7965
 AC7965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7965.been affixed to the stable North American tectonic plate. See 
 AC7965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7965
 AC7965.The horizontal coordinates are valid at the epoch date displayed above
 AC7965.which is a decimal equivalence of Year/Month/Day.
 AC7965
 AC7965.The orthometric height was determined by GPS observations and a
 AC7965.high-resolution geoid model.
 AC7965
 AC7965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7965.GEOID18 height accuracy estimate available here.
 AC7965
 AC7965.Click photographs - Photos may exist for this station.
 AC7965
 AC7965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7965
 AC7965.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7965
 AC7965.The ellipsoidal height was determined by GPS observations
 AC7965.and is referenced to NAD 83.
 AC7965
 AC7965. The following values were computed from the NAD 83(2011) position.
 AC7965
 AC7965;                    North         East     Units Scale Factor Converg.
 AC7965;SPC SD N     -   143,407.726   805,120.387   MT  0.99993939   +1 50 40.7
 AC7965;SPC SD N     -   470,496.85  2,641,465.80   sFT  0.99993939   +1 50 40.7
 AC7965;UTM  14      - 4,994,664.873   626,400.057   MT  0.99979645   +1 08 16.4
 AC7965
 AC7965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7965!SPC SD N     -   0.99991930  x   0.99993939  =   0.99985869
 AC7965!UTM  14      -   0.99991930  x   0.99979645  =   0.99971577
 AC7965
 AC7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2640094664(NAD 83)
 AC7965
 AC7965                          SUPERSEDED SURVEY CONTROL
 AC7965
 AC7965  NAD 83(2007)-  45 05 38.95147(N)    097 23 37.01938(W) AD(2002.00) 0
 AC7965  ELLIP H (02/10/07)  514.791  (m)                       GP(2002.00)    
 AC7965  ELLIP H (04/15/04)  514.814  (m)                       GP(       ) 2 1
 AC7965  NAD 83(1996)-  45 05 38.95097(N)    097 23 37.01887(W) AD(       ) B
 AC7965  ELLIP H (04/18/97)  514.831  (m)                       GP(       ) 4 1
 AC7965
 AC7965.Superseded values are not recommended for survey control.
 AC7965
 AC7965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7965.See file dsdata.pdf to determine how the superseded data were derived.
 AC7965
 AC7965_MARKER: Z = SEE DESCRIPTION
 AC7965_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7965_STAMPING: 20-379.60 1995
 AC7965_MARK LOGO: NGS
 AC7965_PROJECTION: FLUSH
 AC7965_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7965+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 AC7965_ROD/PIPE-DEPTH: 6.4 meters
 AC7965_SLEEVE-DEPTH  : 1.8 meters
 AC7965
 AC7965  HISTORY     - Date     Condition        Report By
 AC7965  HISTORY     - 1995     MONUMENTED       SDDT
 AC7965  HISTORY     - 19960928 GOOD             NGS
 AC7965  HISTORY     - 20230911 GOOD             SDDT
 AC7965
 AC7965                          STATION DESCRIPTION
 AC7965
 AC7965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7965'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF FLORENCE AND
 AC7965'3.5 MI (5.6 KM) EAST OF WALLACE, ON STATE HIGHWAY 20.  OWNERSHIP--THE
 AC7965'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7965'STATE HIGHWAY 20 AND 25, 5.0 MI (8.0 KM) EAST OF BRADLEY, GO EAST ON
 AC7965'STATE HIGHWAY 20 FOR 11.4 KM (7.10 MI) TO THE STATION ON THE LEFT. THE
 AC7965'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7965'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7965'LOCATED 20.2 M (66.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3
 AC7965'FT) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.4 M (1.3 FT) NORTH
 AC7965'OF A METAL GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 AC7965'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7965'A 4-INCH PVC CAP.
 AC7965
 AC7965                          STATION RECOVERY (2023)
 AC7965
 AC7965'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AC7965'MARK FOUND AS DESCRIBED, BUT WITNESS POST AND CARSONITE HAVE BEEN
 AC7965'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9892 ***********************************************************************
 AB9892  HT_MOD      -  This is a Height Modernization Survey Station.
 AB9892  CBN         -  This is a Cooperative Base Network Control Station.
 AB9892  DESIGNATION -  20 439.15=LABOLT
 AB9892  PID         -  AB9892
 AB9892  STATE/COUNTY-  SD/GRANT
 AB9892  COUNTRY     -  US
 AB9892  USGS QUAD   -  LABOLT (2017)
 AB9892
 AB9892                         *CURRENT SURVEY CONTROL
 AB9892  ______________________________________________________________________
 AB9892* NAD 83(2011) POSITION- 45 06 24.26502(N) 096 38 30.19420(W)   ADJUSTED
 AB9892* NAD 83(2011) ELLIP HT-   339.943 (meters)        (06/27/12)   ADJUSTED
 AB9892* NAD 83(2011) EPOCH   -  2010.00
 AB9892* NAVD 88 ORTHO HEIGHT -   365.68  (meters)     1199.7   (feet) GPS OBS
 AB9892  ______________________________________________________________________
 AB9892  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 AB9892  GEOID HEIGHT    -        -25.741 (meters)                     GEOID12A
 AB9892  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 AB9892  NAD 83(2011) X  -   -521,563.316 (meters)                     COMP
 AB9892  NAD 83(2011) Y  - -4,479,171.373 (meters)                     COMP
 AB9892  NAD 83(2011) Z  -  4,495,969.361 (meters)                     COMP
 AB9892  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 AB9892
 AB9892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9892  Standards:
 AB9892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9892  -------------------------------------------------------------------
 AB9892  NETWORK    0.41   0.94           0.18   0.15   0.48      0.13235019
 AB9892  -------------------------------------------------------------------
 AB9892  Click here for local accuracies and other accuracy information.
 AB9892
 AB9892.The horizontal coordinates were established by GPS observations
 AB9892.and adjusted by the National Geodetic Survey in June 2012.
 AB9892
 AB9892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9892.been affixed to the stable North American tectonic plate. See 
 AB9892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9892
 AB9892.The horizontal coordinates are valid at the epoch date displayed above
 AB9892.which is a decimal equivalence of Year/Month/Day.
 AB9892
 AB9892.The orthometric height was determined by GPS observations and a
 AB9892.high-resolution geoid model using precise GPS observation and
 AB9892.processing techniques.
 AB9892
 AB9892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9892.GEOID18 height accuracy estimate available here.
 AB9892
 AB9892.Click photographs - Photos may exist for this station.
 AB9892
 AB9892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9892
 AB9892.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9892
 AB9892.The ellipsoidal height was determined by GPS observations
 AB9892.and is referenced to NAD 83.
 AB9892
 AB9892. The following values were computed from the NAD 83(2011) position.
 AB9892
 AB9892;                    North         East     Units Scale Factor Converg.
 AB9892;SPC SD N     -   146,985.049   864,205.842   MT  0.99993958   +2 22 36.4
 AB9892;SPC SD N     -   482,233.45  2,835,315.33   sFT  0.99993958   +2 22 36.4
 AB9892;UTM  14      - 4,997,513.556   685,522.939   MT  1.00002323   +1 40 16.1
 AB9892
 AB9892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9892!SPC SD N     -   0.99994670  x   0.99993958  =   0.99988629
 AB9892!UTM  14      -   0.99994670  x   1.00002323  =   0.99996993
 AB9892
 AB9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8552297513(NAD 83)
 AB9892
 AB9892                          SUPERSEDED SURVEY CONTROL
 AB9892
 AB9892  NAD 83(2007)-  45 06 24.26499(N)    096 38 30.19514(W) AD(2002.00) 0
 AB9892  ELLIP H (02/10/07)  339.975  (m)                       GP(2002.00)    
 AB9892  ELLIP H (04/15/04)  339.991  (m)                       GP(       ) 2 1
 AB9892  NAD 83(1996)-  45 06 24.26450(N)    096 38 30.19475(W) AD(       ) B
 AB9892  ELLIP H (01/15/97)  340.020  (m)                       GP(       ) 4 1
 AB9892  NAVD 88 (01/15/97)  365.7    (m)  GEOID96  model used  GPS OBS        
 AB9892
 AB9892.Superseded values are not recommended for survey control.
 AB9892
 AB9892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9892.See file dsdata.pdf to determine how the superseded data were derived.
 AB9892
 AB9892_MARKER: F = FLANGE-ENCASED ROD
 AB9892_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 AB9892_STAMPING: 20-439.15 1994
 AB9892_MARK LOGO: SDDT
 AB9892_PROJECTION: RECESSED 8 CENTIMETERS
 AB9892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB9892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9892+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2015
 AB9892_ROD/PIPE-DEPTH: 6.4 meters
 AB9892_SLEEVE-DEPTH  : 1.8 meters
 AB9892
 AB9892  HISTORY     - Date     Condition        Report By
 AB9892  HISTORY     - 19940401 MONUMENTED       SDDT
 AB9892  HISTORY     - 19950314 GOOD             MNDT
 AB9892  HISTORY     - 19960624 GOOD             NGS
 AB9892  HISTORY     - 20110511 GOOD             MNDT
 AB9892  HISTORY     - 20150505 GOOD             MNDT
 AB9892
 AB9892                          STATION DESCRIPTION
 AB9892
 AB9892'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 AB9892'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY SDDOT.
 AB9892'RECOVERY NOTE BY DAVID K.  HERDER TYPED BY J.E.M.
 AB9892
 AB9892                          STATION RECOVERY (1996)
 AB9892
 AB9892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9892'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF STOCKHOLM AND
 AB9892'8.0 MI (12.9 KM) SOUTH OF MILBANK, ON STATE HIGHWAY 20. OWNERSHIP--THE
 AB9892'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB9892'HIGHWAY 12 AND STATE HIGHWAY 15 IN MILBANK, GO SOUTH ON STATE HIGHWAY
 AB9892'15 FOR 7.8 MI (12.6 KM) TO THE JUNCTION OF STATE HIGHWAY 20, TURN
 AB9892'RIGHT AND GO WEST ON STATE HIGHWAY 20 FOR 0.1 MI (0.2 KM) TO THE
 AB9892'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AB9892'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AB9892'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 66.5 FT (20.3 M) SOUTH OF THE
 AB9892'CENTERLINE OF THE HIGHWAY, 38.7 FT (11.8 M) SOUTHWEST OF A SIGN (STATE
 AB9892'HIGHWAY 20), 32.0 FT (9.8 M) EAST OF THE CENTER OF A FIELD ENTRANCE
 AB9892'ROAD, 5.0 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY, 1.4 FT (0.4 M)
 AB9892'SOUTH OF A METAL GUARD POST, 1.4 FT (0.4 M) NORTH OF A WITNESS POST,
 AB9892'AND 0.11 M (0.36 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 AB9892'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9892'THE ACCESS COVER IS STAMPED---LABOLT 10-1994---.
 AB9892
 AB9892                          STATION RECOVERY (2011)
 AB9892
 AB9892'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (BXJ)
 AB9892'7.75 MILES SOUTH OF MILBANK, SOUTH DAKOTA, 7.7 MILES SOUTH ON TRUNK
 AB9892'HIGHWAY 15 FROM NORTH JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY
 AB9892'12 IN MILBANK, SOUTH DAKOTA THEN 0.1 MILES WEST ON TRUNK HIGHWAY 20,
 AB9892'AT TRUNK HIGHWAY 20 MILEPOINT 439.1, 37.7 FEET SOUTHWEST OF TRUNK
 AB9892'HIGHWAY 20 SIGNPOST, 29 FEET EAST OF FIELD ENTRANCE, 1.5 FEET SOUTH OF
 AB9892'METAL POST, 1.4 FEET NORTH OF WITNESS POST, MARK IS RIVET ON A STEEL
 AB9892'PIPE CAP SET INSIDE A 3 INCH DIAMETER PVC PLASTIC SLEEVE WITH A
 AB9892'REMOVABLE PLASTIC CAP SET INSIDE A 4 INCH DIAMETER PVC PLASTIC PIPE
 AB9892'WITH AN ALUMINUM ACCESS COVER.
 AB9892
 AB9892                          STATION RECOVERY (2015)
 AB9892
 AB9892'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (DAS)
 AB9892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0181 ***********************************************************************
 PR0181  DESIGNATION -  20 A
 PR0181  PID         -  PR0181
 PR0181  STATE/COUNTY-  SD/BROOKINGS
 PR0181  COUNTRY     -  US
 PR0181  USGS QUAD   -  FLANDREAU NE (2017)
 PR0181
 PR0181                         *CURRENT SURVEY CONTROL
 PR0181  ______________________________________________________________________
 PR0181* NAD 83(1986) POSITION- 44 13 53.     (N) 096 35 12.     (W)   SCALED
 PR0181* NAVD 88 ORTHO HEIGHT -   515.541 (meters)     1691.40  (feet) ADJUSTED
 PR0181  ______________________________________________________________________
 PR0181  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 PR0181  DYNAMIC HEIGHT  -        515.433 (meters)     1691.05  (feet) COMP
 PR0181  MODELED GRAVITY -    980,392.1   (mgal)                       NAVD 88
 PR0181
 PR0181  VERT ORDER      -  SECOND    CLASS 0
 PR0181
 PR0181.The horizontal coordinates were scaled from a map and have
 PR0181.an estimated accuracy of +/- 6 seconds.
 PR0181
 PR0181.The orthometric height was determined by differential leveling and
 PR0181.adjusted by the NATIONAL GEODETIC SURVEY
 PR0181.in June 1991.
 PR0181
 PR0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0181.GEOID18 height accuracy estimate available here.
 PR0181
 PR0181.Click photographs - Photos may exist for this station.
 PR0181
 PR0181.The dynamic height is computed by dividing the NAVD 88
 PR0181.geopotential number by the normal gravity value computed on the
 PR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0181.degrees latitude (g = 980.6199 gals.).
 PR0181
 PR0181.The modeled gravity was interpolated from observed gravity values.
 PR0181
 PR0181;                    North         East    Units  Estimated Accuracy
 PR0181;SPC SD N     -    49,980.      872,640.      MT  (+/- 180 meters Scaled)
 PR0181
 PR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ927004(NAD 83)
 PR0181
 PR0181                          SUPERSEDED SURVEY CONTROL
 PR0181
 PR0181  NGVD 29 (??/??/92)  515.277  (m)         1690.54   (f) ADJ UNCH    2 0
 PR0181
 PR0181.Superseded values are not recommended for survey control.
 PR0181
 PR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0181.See file dsdata.pdf to determine how the superseded data were derived.
 PR0181
 PR0181_MARKER: DD = SURVEY DISK
 PR0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0181_MARK LOGO: SDHD
 PR0181_PROJECTION: FLUSH
 PR0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0181+STABILITY: SURFACE MOTION
 PR0181
 PR0181  HISTORY     - Date     Condition        Report By
 PR0181  HISTORY     - UNK      MONUMENTED       SDHD
 PR0181  HISTORY     - 1962     GOOD             CGS
 PR0181
 PR0181                          STATION DESCRIPTION
 PR0181
 PR0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0181'5.1 MI W FROM ELKTON.
 PR0181'5.1 MILES WEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO, ROCK
 PR0181'ISLAND AND PACIFIC RAILWAY STATION AT ELKTON, BROOKINGS COUNTY,
 PR0181'ABOUT 67 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 PR0181'NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 21, T. 109 N.,
 PR0181'R. 48 W., AND NEAR A HALF-MILE FENCE.  A STATE SURVEY STANDARD
 PR0181'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PR0181'NOTE-- 130 FEET WEST OF THE CENTERLINE OF THE IMPROVED HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0899 ***********************************************************************
 OT0899  DESIGNATION -  20 SJS
 OT0899  PID         -  OT0899
 OT0899  STATE/COUNTY-  SD/SHANNON
 OT0899  COUNTRY     -  US
 OT0899  USGS QUAD   -  BATESLAND (2017)
 OT0899
 OT0899                         *CURRENT SURVEY CONTROL
 OT0899  ______________________________________________________________________
 OT0899* NAD 83(1986) POSITION- 43 07 45.     (N) 102 06 32.     (W)   SCALED
 OT0899* NAVD 88 ORTHO HEIGHT -  1037.265 (meters)     3403.09  (feet) ADJUSTED
 OT0899  ______________________________________________________________________
 OT0899  GEOID HEIGHT    -        -18.889 (meters)                     GEOID18
 OT0899  DYNAMIC HEIGHT  -       1036.807 (meters)     3401.59  (feet) COMP
 OT0899  MODELED GRAVITY -    980,142.2   (mgal)                       NAVD 88
 OT0899
 OT0899  VERT ORDER      -  FIRST     CLASS II
 OT0899
 OT0899.The horizontal coordinates were scaled from a map and have
 OT0899.an estimated accuracy of +/- 6 seconds.
 OT0899
 OT0899.The orthometric height was determined by differential leveling and
 OT0899.adjusted by the NATIONAL GEODETIC SURVEY
 OT0899.in June 1994.
 OT0899
 OT0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0899.GEOID18 height accuracy estimate available here.
 OT0899
 OT0899.Click photographs - Photos may exist for this station.
 OT0899
 OT0899.The dynamic height is computed by dividing the NAVD 88
 OT0899.geopotential number by the normal gravity value computed on the
 OT0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0899.degrees latitude (g = 980.6199 gals.).
 OT0899
 OT0899.The modeled gravity was interpolated from observed gravity values.
 OT0899
 OT0899;                    North         East    Units  Estimated Accuracy
 OT0899;SPC SD S     -    89,950.      455,540.      MT  (+/- 180 meters Scaled)
 OT0899
 OT0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH351792(NAD 83)
 OT0899
 OT0899                          SUPERSEDED SURVEY CONTROL
 OT0899
 OT0899.No superseded survey control is available for this station.
 OT0899
 OT0899_MARKER: DD = SURVEY DISK
 OT0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0899_STAMPING: 20 SJS 1975
 OT0899_MARK LOGO: USGS
 OT0899_PROJECTION: RECESSED 5 CENTIMETERS
 OT0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0899+STABILITY: SURFACE MOTION
 OT0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0899+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2013
 OT0899
 OT0899  HISTORY     - Date     Condition        Report By
 OT0899  HISTORY     - 1975     MONUMENTED       USGS
 OT0899  HISTORY     - 19930919 GOOD             NGS
 OT0899  HISTORY     - 20130111 GOOD             INDIV
 OT0899
 OT0899                          STATION DESCRIPTION
 OT0899
 OT0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0899'31.9 KM (19.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0899'OF STATE HIGHWAY 73 IN MARTIN, 0.5 KM (0.30 MI) WEST OF BATESLAND,
 OT0899'35.3 M (115.8 FT) NORTHWEST OF MILEPOST 129.19, 15.0 M (49.2 FT)
 OT0899'NORTH OF THE HIGHWAY CENTERLINE, 10.2 M (33.5 FT) WEST OF THE CENTER
 OT0899'OF A DIRT ROAD LEADING NORTH, 1.3 M (4.3 FT) WEST OF A T-JUNCTION
 OT0899'UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OT0899'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M
 OT0899'(0.16 FT) BELOW THE GROUND SURFACE.
 OT0899
 OT0899                          STATION RECOVERY (2013)
 OT0899
 OT0899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OT0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0179 ***********************************************************************
 PR0179  DESIGNATION -  21 A
 PR0179  PID         -  PR0179
 PR0179  STATE/COUNTY-  SD/BROOKINGS
 PR0179  COUNTRY     -  US
 PR0179  USGS QUAD   -  FLANDREAU NE (2017)
 PR0179
 PR0179                         *CURRENT SURVEY CONTROL
 PR0179  ______________________________________________________________________
 PR0179* NAD 83(1986) POSITION- 44 13 24.     (N) 096 35 19.     (W)   SCALED
 PR0179* NAVD 88 ORTHO HEIGHT -   521.738 (meters)     1711.74  (feet) ADJUSTED
 PR0179  ______________________________________________________________________
 PR0179  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 PR0179  DYNAMIC HEIGHT  -        521.627 (meters)     1711.37  (feet) COMP
 PR0179  MODELED GRAVITY -    980,390.2   (mgal)                       NAVD 88
 PR0179
 PR0179  VERT ORDER      -  SECOND    CLASS 0
 PR0179
 PR0179.The horizontal coordinates were scaled from a map and have
 PR0179.an estimated accuracy of +/- 6 seconds.
 PR0179
 PR0179.The orthometric height was determined by differential leveling and
 PR0179.adjusted by the NATIONAL GEODETIC SURVEY
 PR0179.in June 1991.
 PR0179
 PR0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0179.GEOID18 height accuracy estimate available here.
 PR0179
 PR0179.Click photographs - Photos may exist for this station.
 PR0179
 PR0179.The dynamic height is computed by dividing the NAVD 88
 PR0179.geopotential number by the normal gravity value computed on the
 PR0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0179.degrees latitude (g = 980.6199 gals.).
 PR0179
 PR0179.The modeled gravity was interpolated from observed gravity values.
 PR0179
 PR0179;                    North         East    Units  Estimated Accuracy
 PR0179;SPC SD N     -    49,080.      872,520.      MT  (+/- 180 meters Scaled)
 PR0179
 PR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP926995(NAD 83)
 PR0179
 PR0179                          SUPERSEDED SURVEY CONTROL
 PR0179
 PR0179  NGVD 29 (??/??/92)  521.471  (m)         1710.86   (f) ADJ UNCH    2 0
 PR0179
 PR0179.Superseded values are not recommended for survey control.
 PR0179
 PR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0179.See file dsdata.pdf to determine how the superseded data were derived.
 PR0179
 PR0179_MARKER: DD = SURVEY DISK
 PR0179_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0179_STAMPING: 21A
 PR0179_MARK LOGO: CGS+SS
 PR0179_PROJECTION: RECESSED 30 CENTIMETERS
 PR0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0179
 PR0179  HISTORY     - Date     Condition        Report By
 PR0179  HISTORY     - 1934     MONUMENTED       SDGS
 PR0179  HISTORY     - 1934     GOOD             CGS
 PR0179
 PR0179                          STATION DESCRIPTION
 PR0179
 PR0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0179'AT ELKTON.
 PR0179'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO,
 PR0179'ROCK ISLAND AND PACIFIC RAILWAY STATION AT ELKTON, BROOKINGS
 PR0179'COUNTY, 518.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PR0179'DIRECTLY SOUTH OF A GROUP OF FARM BUILDINGS, AT THE NORTHEAST
 PR0179'1/4 OF SECTION 28, T. 109 N., R. 48 W., AND 296.5 FEET SOUTHEAST
 PR0179'OF THE SOUTHEAST CORNER OF A GRANARY.  A STATE SURVEY STANDARD
 PR0179'DISK, SET IN THE TOP OF A CONCRETE POST AND ABOUT 12 INCHES
 PR0179'LOWER THAN THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0472 ***********************************************************************
 PU0472  DESIGNATION -  21 RM
 PU0472  PID         -  PU0472
 PU0472  STATE/COUNTY-  SD/PENNINGTON
 PU0472  COUNTRY     -  US
 PU0472  USGS QUAD   -  CREIGHTON (2017)
 PU0472
 PU0472                         *CURRENT SURVEY CONTROL
 PU0472  ______________________________________________________________________
 PU0472* NAD 83(1986) POSITION- 44 22 03.     (N) 102 09 39.     (W)   SCALED
 PU0472* NAVD 88 ORTHO HEIGHT -   754.136 (meters)     2474.19  (feet) ADJUSTED
 PU0472  ______________________________________________________________________
 PU0472  GEOID HEIGHT    -        -19.525 (meters)                     GEOID18
 PU0472  DYNAMIC HEIGHT  -        753.941 (meters)     2473.55  (feet) COMP
 PU0472  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 PU0472
 PU0472  VERT ORDER      -  SECOND    CLASS 0
 PU0472
 PU0472.The horizontal coordinates were scaled from a map and have
 PU0472.an estimated accuracy of +/- 6 seconds.
 PU0472
 PU0472.The orthometric height was determined by differential leveling and
 PU0472.adjusted by the NATIONAL GEODETIC SURVEY
 PU0472.in June 1991.
 PU0472
 PU0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0472.GEOID18 height accuracy estimate available here.
 PU0472
 PU0472.Click photographs - Photos may exist for this station.
 PU0472
 PU0472.The dynamic height is computed by dividing the NAVD 88
 PU0472.geopotential number by the normal gravity value computed on the
 PU0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0472.degrees latitude (g = 980.6199 gals.).
 PU0472
 PU0472.The modeled gravity was interpolated from observed gravity values.
 PU0472
 PU0472;                    North         East    Units  Estimated Accuracy
 PU0472;SPC SD S     -   227,590.      454,340.      MT  (+/- 180 meters Scaled)
 PU0472
 PU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK262166(NAD 83)
 PU0472
 PU0472                          SUPERSEDED SURVEY CONTROL
 PU0472
 PU0472  NGVD 29 (??/??/92)  753.681  (m)         2472.70   (f) ADJ UNCH    2 0
 PU0472
 PU0472.Superseded values are not recommended for survey control.
 PU0472
 PU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0472.See file dsdata.pdf to determine how the superseded data were derived.
 PU0472
 PU0472_MARKER: DD = SURVEY DISK
 PU0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0472_STAMPING: 21 RM 1950
 PU0472_MARK LOGO: USGS
 PU0472_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0472+STABILITY: SURFACE MOTION
 PU0472
 PU0472  HISTORY     - Date     Condition        Report By
 PU0472  HISTORY     - 1950     MONUMENTED       USGS
 PU0472  HISTORY     - 1962     GOOD             CGS
 PU0472
 PU0472                          STATION DESCRIPTION
 PU0472
 PU0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0472'6.4 MI SW FROM PEDRO.
 PU0472'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0472'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0472'ROAD JUNCTION, THENCE 5.05 MILES SOUTHWEST ALONG A GRAVELED
 PU0472'ROAD, 127 FEET WEST OF A CORNER FENCE POST, 37 FEET SOUTH OF THE
 PU0472'CENTER LINE OF THE ROAD, 10 INCHES NORTH OF A FENCE, 2 FEET
 PU0472'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0472'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2360 ***********************************************************************
 PU2360  DESIGNATION -  21 RM
 PU2360  PID         -  PU2360
 PU2360  STATE/COUNTY-  SD/BUTTE
 PU2360  COUNTRY     -  US
 PU2360  USGS QUAD   -  NISLAND (2017)
 PU2360
 PU2360                         *CURRENT SURVEY CONTROL
 PU2360  ______________________________________________________________________
 PU2360* NAD 83(1996) POSITION- 44 41 27.64540(N) 103 35 17.60816(W)   ADJUSTED
 PU2360* NAVD 88 ORTHO HEIGHT -   895.    (meters)     2936.    (feet) SCALED
 PU2360  ______________________________________________________________________
 PU2360  GEOID HEIGHT    -        -15.942 (meters)                     GEOID18
 PU2360  LAPLACE CORR    -         -7.22  (seconds)                    DEFLEC18
 PU2360  HORZ ORDER      -  SECOND
 PU2360
 PU2360.The horizontal coordinates were established by classical geodetic methods
 PU2360.and adjusted by the National Geodetic Survey in January 1998.
 PU2360
 PU2360.The orthometric height was scaled from a topographic map.
 PU2360
 PU2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2360.GEOID18 height accuracy estimate available here.
 PU2360
 PU2360.Click photographs - Photos may exist for this station.
 PU2360
 PU2360.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2360
 PU2360. The following values were computed from the NAD 83(1996) position.
 PU2360
 PU2360;                    North         East     Units Scale Factor Converg.
 PU2360;SPC SD N     -   101,609.353   315,668.231   MT  0.99995876   -2 32 22.3
 PU2360;SPC SD N     -   333,363.35  1,035,654.85   sFT  0.99995876   -2 32 22.3
 PU2360;UTM  13      - 4,949,596.112   611,866.058   MT  0.99975389   +0 59 34.7
 PU2360
 PU2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2360!SPC SD N     -   0.99986211  x   0.99995876  =   0.99982088
 PU2360!UTM  13      -   0.99986211  x   0.99975389  =   0.99961604
 PU2360
 PU2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1186649596(NAD 83)
 PU2360
 PU2360                          SUPERSEDED SURVEY CONTROL
 PU2360
 PU2360  NAD 83(1993)-  44 41 27.63880(N)    103 35 17.60851(W) AD(       ) 2
 PU2360  NAD 83(1986)-  44 41 27.63555(N)    103 35 17.60483(W) AD(       ) 2
 PU2360  NAD 27      -  44 41 27.67000(N)    103 35 15.89000(W) AD(       ) 2
 PU2360
 PU2360.Superseded values are not recommended for survey control.
 PU2360
 PU2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2360.See file dsdata.pdf to determine how the superseded data were derived.
 PU2360
 PU2360_MARKER: DD = SURVEY DISK
 PU2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2360_STAMPING: REFERENCE 1925
 PU2360_MARK LOGO: USGLO
 PU2360_PROJECTION: PROJECTING 25 CENTIMETERS
 PU2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2360+STABILITY: SURFACE MOTION
 PU2360
 PU2360  HISTORY     - Date     Condition        Report By
 PU2360  HISTORY     - 1925     MONUMENTED       USGLO
 PU2360
 PU2360                          STATION DESCRIPTION
 PU2360
 PU2360'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PU2360'THE MARK IS LOCATED ABOUT 7.3 MI (11.8 KM) SOUTH-SOUTHEAST OF ARPAN,
 PU2360'5.6 MI (9.0 KM) EAST-NORTHEAST OF FRUITDALE AND 2.1 MI (3.4 KM)
 PU2360'NORTHWEST OF NISLAND.
 PU2360'
 PU2360'IT IS A STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.) BRASS SURVEY DISK
 PU2360'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9027 ***********************************************************************
 AD9027  DESIGNATION -  212 000.64
 AD9027  PID         -  AD9027
 AD9027  STATE/COUNTY-  SD/BUTTE
 AD9027  COUNTRY     -  US
 AD9027  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD9027
 AD9027                         *CURRENT SURVEY CONTROL
 AD9027  ______________________________________________________________________
 AD9027* NAD 83(1986) POSITION- 44 48 22.     (N) 104 02 46.     (W)   SCALED
 AD9027* NAVD 88 ORTHO HEIGHT -   969.927 (meters)     3182.17  (feet) ADJUSTED
 AD9027  ______________________________________________________________________
 AD9027  GEOID HEIGHT    -        -15.141 (meters)                     GEOID18
 AD9027  DYNAMIC HEIGHT  -        969.672 (meters)     3181.33  (feet) COMP
 AD9027  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 AD9027
 AD9027  VERT ORDER      -  FIRST     CLASS II
 AD9027
 AD9027.The horizontal coordinates were scaled from a map and have
 AD9027.an estimated accuracy of +/- 6 seconds.
 AD9027
 AD9027.The orthometric height was determined by differential leveling and
 AD9027.adjusted by the NATIONAL GEODETIC SURVEY
 AD9027.in July 1998.
 AD9027
 AD9027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9027.GEOID18 height accuracy estimate available here.
 AD9027
 AD9027.Click photographs - Photos may exist for this station.
 AD9027
 AD9027.The dynamic height is computed by dividing the NAVD 88
 AD9027.geopotential number by the normal gravity value computed on the
 AD9027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9027.degrees latitude (g = 980.6199 gals.).
 AD9027
 AD9027.The modeled gravity was interpolated from observed gravity values.
 AD9027
 AD9027;                    North         East    Units  Estimated Accuracy
 AD9027;SPC SD N     -   116,090.      280,050.      MT  (+/- 180 meters Scaled)
 AD9027
 AD9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK754618(NAD 83)
 AD9027
 AD9027                          SUPERSEDED SURVEY CONTROL
 AD9027
 AD9027.No superseded survey control is available for this station.
 AD9027
 AD9027_MARKER: DB = BENCH MARK DISK
 AD9027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9027_STAMPING: 212-00.64 1981 3180.56
 AD9027_MARK LOGO: SDDT
 AD9027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9027+STABILITY: SURFACE MOTION
 AD9027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9027+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9027
 AD9027  HISTORY     - Date     Condition        Report By
 AD9027  HISTORY     - 1981     MONUMENTED       SDDT
 AD9027  HISTORY     - 19950930 GOOD             NGS
 AD9027
 AD9027                          STATION DESCRIPTION
 AD9027
 AD9027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9027'20.7 KM (12.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9027'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 1.0 KM (0.60 MI)
 AD9027'SOUTHEAST OF THE WYOMING STATE LINE, 566.0 M (1857.0 FT) NORTHWEST OF
 AD9027'MILEPOST 1, 46.9 M (153.9 FT) NORTHWEST OF UNDERGROUND CABLE JUNCTION
 AD9027'BOX NUMBER RPT 15, 23.7 M (77.8 FT) NORTHEAST OF THE HIGHWAY
 AD9027'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 AD9027'FT) SOUTHWEST OF A FENCE, 0.2 M (0.7 FT) SOUTHEAST OF A METAL GUARD
 AD9027'POST, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 AD9027'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8981 ***********************************************************************
 AD8981  DESIGNATION -  212 001.25
 AD8981  PID         -  AD8981
 AD8981  STATE/COUNTY-  SD/BUTTE
 AD8981  COUNTRY     -  US
 AD8981  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD8981
 AD8981                         *CURRENT SURVEY CONTROL
 AD8981  ______________________________________________________________________
 AD8981* NAD 83(1986) POSITION- 44 48 00.     (N) 104 02 13.     (W)   SCALED
 AD8981* NAVD 88 ORTHO HEIGHT -   970.224 (meters)     3183.14  (feet) ADJUSTED
 AD8981  ______________________________________________________________________
 AD8981  GEOID HEIGHT    -        -15.156 (meters)                     GEOID18
 AD8981  DYNAMIC HEIGHT  -        969.966 (meters)     3182.30  (feet) COMP
 AD8981  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 AD8981
 AD8981  VERT ORDER      -  FIRST     CLASS II
 AD8981
 AD8981.The horizontal coordinates were scaled from a map and have
 AD8981.an estimated accuracy of +/- 6 seconds.
 AD8981
 AD8981.The orthometric height was determined by differential leveling and
 AD8981.adjusted by the NATIONAL GEODETIC SURVEY
 AD8981.in July 1998.
 AD8981
 AD8981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8981.GEOID18 height accuracy estimate available here.
 AD8981
 AD8981.Click photographs - Photos may exist for this station.
 AD8981
 AD8981.The dynamic height is computed by dividing the NAVD 88
 AD8981.geopotential number by the normal gravity value computed on the
 AD8981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8981.degrees latitude (g = 980.6199 gals.).
 AD8981
 AD8981.The modeled gravity was interpolated from observed gravity values.
 AD8981
 AD8981;                    North         East    Units  Estimated Accuracy
 AD8981;SPC SD N     -   115,380.      280,740.      MT  (+/- 180 meters Scaled)
 AD8981
 AD8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK761611(NAD 83)
 AD8981
 AD8981                          SUPERSEDED SURVEY CONTROL
 AD8981
 AD8981.No superseded survey control is available for this station.
 AD8981
 AD8981_MARKER: DB = BENCH MARK DISK
 AD8981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8981_STAMPING: 212-01.25 1981 3181.60
 AD8981_MARK LOGO: SDDT
 AD8981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8981+STABILITY: SURFACE MOTION
 AD8981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8981+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8981
 AD8981  HISTORY     - Date     Condition        Report By
 AD8981  HISTORY     - 1981     MONUMENTED       SDDT
 AD8981  HISTORY     - 19951116 GOOD             NGS
 AD8981
 AD8981                          STATION DESCRIPTION
 AD8981
 AD8981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8981'19.6 KM (12.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8981'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 407.0 M (1335.3 FT) EAST
 AD8981'OF MILEPOST 1, 97.0 M (318.2 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 AD8981'ROAD, 22.6 M (74.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3
 AD8981'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A
 AD8981'WITNESS POST AND FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD
 AD8981'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AD8981'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9026 ***********************************************************************
 AD9026  DESIGNATION -  212 001.98
 AD9026  PID         -  AD9026
 AD9026  STATE/COUNTY-  SD/BUTTE
 AD9026  COUNTRY     -  US
 AD9026  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD9026
 AD9026                         *CURRENT SURVEY CONTROL
 AD9026  ______________________________________________________________________
 AD9026* NAD 83(1986) POSITION- 44 47 36.     (N) 104 01 34.     (W)   SCALED
 AD9026* NAVD 88 ORTHO HEIGHT -   972.656 (meters)     3191.12  (feet) ADJUSTED
 AD9026  ______________________________________________________________________
 AD9026  GEOID HEIGHT    -        -15.174 (meters)                     GEOID18
 AD9026  DYNAMIC HEIGHT  -        972.397 (meters)     3190.27  (feet) COMP
 AD9026  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 AD9026
 AD9026  VERT ORDER      -  FIRST     CLASS II
 AD9026
 AD9026.The horizontal coordinates were scaled from a map and have
 AD9026.an estimated accuracy of +/- 6 seconds.
 AD9026
 AD9026.The orthometric height was determined by differential leveling and
 AD9026.adjusted by the NATIONAL GEODETIC SURVEY
 AD9026.in July 1998.
 AD9026
 AD9026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9026.GEOID18 height accuracy estimate available here.
 AD9026
 AD9026.Click photographs - Photos may exist for this station.
 AD9026
 AD9026.The dynamic height is computed by dividing the NAVD 88
 AD9026.geopotential number by the normal gravity value computed on the
 AD9026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9026.degrees latitude (g = 980.6199 gals.).
 AD9026
 AD9026.The modeled gravity was interpolated from observed gravity values.
 AD9026
 AD9026;                    North         East    Units  Estimated Accuracy
 AD9026;SPC SD N     -   114,600.      281,560.      MT  (+/- 180 meters Scaled)
 AD9026
 AD9026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK770604(NAD 83)
 AD9026
 AD9026                          SUPERSEDED SURVEY CONTROL
 AD9026
 AD9026.No superseded survey control is available for this station.
 AD9026
 AD9026_MARKER: DB = BENCH MARK DISK
 AD9026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9026_STAMPING: 212-01.98 1981 3189.58
 AD9026_MARK LOGO: SDDT
 AD9026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9026+STABILITY: SURFACE MOTION
 AD9026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9026+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9026
 AD9026  HISTORY     - Date     Condition        Report By
 AD9026  HISTORY     - 1981     MONUMENTED       SDDT
 AD9026  HISTORY     - 19950930 GOOD             NGS
 AD9026
 AD9026                          STATION DESCRIPTION
 AD9026
 AD9026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9026'18.5 KM (11.50 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9026'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 3.2 KM (2.00 MI)
 AD9026'SOUTHEAST OF THE WYOMING STATE LINE, 67.2 M (220.5 FT) NORTH OF
 AD9026'MILEPOST 2, 27.6 M (90.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 20.5
 AD9026'M (67.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3
 AD9026'FT) SOUTHWEST OF A FENCE CORNER, 0.4 M (1.3 FT) SOUTHEAST OF A METAL
 AD9026'GUARD POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 AD9026'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AD9026'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9023 ***********************************************************************
 AD9023  DESIGNATION -  212 002.83
 AD9023  PID         -  AD9023
 AD9023  STATE/COUNTY-  SD/BUTTE
 AD9023  COUNTRY     -  US
 AD9023  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD9023
 AD9023                         *CURRENT SURVEY CONTROL
 AD9023  ______________________________________________________________________
 AD9023* NAD 83(1986) POSITION- 44 47 07.     (N) 104 00 50.     (W)   SCALED
 AD9023* NAVD 88 ORTHO HEIGHT -   976.475 (meters)     3203.65  (feet) ADJUSTED
 AD9023  ______________________________________________________________________
 AD9023  GEOID HEIGHT    -        -15.194 (meters)                     GEOID18
 AD9023  DYNAMIC HEIGHT  -        976.213 (meters)     3202.79  (feet) COMP
 AD9023  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 AD9023
 AD9023  VERT ORDER      -  FIRST     CLASS II
 AD9023
 AD9023.The horizontal coordinates were scaled from a map and have
 AD9023.an estimated accuracy of +/- 6 seconds.
 AD9023
 AD9023.The orthometric height was determined by differential leveling and
 AD9023.adjusted by the NATIONAL GEODETIC SURVEY
 AD9023.in July 1998.
 AD9023
 AD9023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9023.GEOID18 height accuracy estimate available here.
 AD9023
 AD9023.Click photographs - Photos may exist for this station.
 AD9023
 AD9023.The dynamic height is computed by dividing the NAVD 88
 AD9023.geopotential number by the normal gravity value computed on the
 AD9023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9023.degrees latitude (g = 980.6199 gals.).
 AD9023
 AD9023.The modeled gravity was interpolated from observed gravity values.
 AD9023
 AD9023;                    North         East    Units  Estimated Accuracy
 AD9023;SPC SD N     -   113,660.      282,480.      MT  (+/- 180 meters Scaled)
 AD9023
 AD9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK780595(NAD 83)
 AD9023
 AD9023                          SUPERSEDED SURVEY CONTROL
 AD9023
 AD9023.No superseded survey control is available for this station.
 AD9023
 AD9023_MARKER: DB = BENCH MARK DISK
 AD9023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9023_STAMPING: 212-02.83 1981 3202.05
 AD9023_MARK LOGO: SDDT
 AD9023_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9023+STABILITY: SURFACE MOTION
 AD9023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9023+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9023
 AD9023  HISTORY     - Date     Condition        Report By
 AD9023  HISTORY     - 1981     MONUMENTED       SDDT
 AD9023  HISTORY     - 19950930 GOOD             NGS
 AD9023
 AD9023                          STATION DESCRIPTION
 AD9023
 AD9023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9023'17.1 KM (10.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9023'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 310.0 M (1017.1 FT)
 AD9023'NORTHWEST OF MILEPOST 3, 23.7 M (77.8 FT) NORTHEAST OF THE HIGHWAY
 AD9023'CENTERLINE, 1.0 M (3.3 FT) BELOW THE GROUND SURFACE, 0.5 M (1.6 FT)
 AD9023'SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.3
 AD9023'M (1.0 FT) SOUTHEAST OF A METAL GUARD POST, AND THE MONUMENT PROJECTS
 AD9023'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9021 ***********************************************************************
 AD9021  DESIGNATION -  212 003.29
 AD9021  PID         -  AD9021
 AD9021  STATE/COUNTY-  SD/BUTTE
 AD9021  COUNTRY     -  US
 AD9021  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD9021
 AD9021                         *CURRENT SURVEY CONTROL
 AD9021  ______________________________________________________________________
 AD9021* NAD 83(1986) POSITION- 44 46 50.     (N) 104 00 20.     (W)   SCALED
 AD9021* NAVD 88 ORTHO HEIGHT -   982.680 (meters)     3224.01  (feet) ADJUSTED
 AD9021  ______________________________________________________________________
 AD9021  GEOID HEIGHT    -        -15.209 (meters)                     GEOID18
 AD9021  DYNAMIC HEIGHT  -        982.416 (meters)     3223.14  (feet) COMP
 AD9021  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 AD9021
 AD9021  VERT ORDER      -  FIRST     CLASS II
 AD9021
 AD9021.The horizontal coordinates were scaled from a map and have
 AD9021.an estimated accuracy of +/- 6 seconds.
 AD9021
 AD9021.The orthometric height was determined by differential leveling and
 AD9021.adjusted by the NATIONAL GEODETIC SURVEY
 AD9021.in July 1998.
 AD9021
 AD9021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9021.GEOID18 height accuracy estimate available here.
 AD9021
 AD9021.Click photographs - Photos may exist for this station.
 AD9021
 AD9021.The dynamic height is computed by dividing the NAVD 88
 AD9021.geopotential number by the normal gravity value computed on the
 AD9021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9021.degrees latitude (g = 980.6199 gals.).
 AD9021
 AD9021.The modeled gravity was interpolated from observed gravity values.
 AD9021
 AD9021;                    North         East    Units  Estimated Accuracy
 AD9021;SPC SD N     -   113,100.      283,120.      MT  (+/- 180 meters Scaled)
 AD9021
 AD9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK786590(NAD 83)
 AD9021
 AD9021                          SUPERSEDED SURVEY CONTROL
 AD9021
 AD9021.No superseded survey control is available for this station.
 AD9021
 AD9021_MARKER: DB = BENCH MARK DISK
 AD9021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9021_STAMPING: 212-03.29 1981 3222.47
 AD9021_MARK LOGO: SDDT
 AD9021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9021+STABILITY: SURFACE MOTION
 AD9021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9021+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9021
 AD9021  HISTORY     - Date     Condition        Report By
 AD9021  HISTORY     - 1981     MONUMENTED       SDDT
 AD9021  HISTORY     - 19950930 GOOD             NGS
 AD9021
 AD9021                          STATION DESCRIPTION
 AD9021
 AD9021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9021'16.4 KM (10.20 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9021'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 454.0 M (1489.5 FT)
 AD9021'SOUTHEAST OF MILEPOST 3, 23.2 M (76.1 FT) NORTHEAST OF THE HIGHWAY
 AD9021'CENTERLINE, 15.2 M (49.9 FT) NORTHWEST OF THE NORTHWEST END OF 2
 AD9021'BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE GROUND SURFACE, 0.5 M
 AD9021'(1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 AD9021'POST, 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST, AND THE MONUMENT
 AD9021'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9019 ***********************************************************************
 AD9019  DESIGNATION -  212 004.47
 AD9019  PID         -  AD9019
 AD9019  STATE/COUNTY-  SD/BUTTE
 AD9019  COUNTRY     -  US
 AD9019  USGS QUAD   -  BULL CREEK BUTTE (2017)
 AD9019
 AD9019                         *CURRENT SURVEY CONTROL
 AD9019  ______________________________________________________________________
 AD9019* NAD 83(1986) POSITION- 44 46 13.     (N) 103 59 18.     (W)   SCALED
 AD9019* NAVD 88 ORTHO HEIGHT -   967.051 (meters)     3172.73  (feet) ADJUSTED
 AD9019  ______________________________________________________________________
 AD9019  GEOID HEIGHT    -        -15.241 (meters)                     GEOID18
 AD9019  DYNAMIC HEIGHT  -        966.787 (meters)     3171.87  (feet) COMP
 AD9019  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 AD9019
 AD9019  VERT ORDER      -  FIRST     CLASS II
 AD9019
 AD9019.The horizontal coordinates were scaled from a map and have
 AD9019.an estimated accuracy of +/- 6 seconds.
 AD9019
 AD9019.The orthometric height was determined by differential leveling and
 AD9019.adjusted by the NATIONAL GEODETIC SURVEY
 AD9019.in July 1998.
 AD9019
 AD9019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9019.GEOID18 height accuracy estimate available here.
 AD9019
 AD9019.Click photographs - Photos may exist for this station.
 AD9019
 AD9019.The dynamic height is computed by dividing the NAVD 88
 AD9019.geopotential number by the normal gravity value computed on the
 AD9019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9019.degrees latitude (g = 980.6199 gals.).
 AD9019
 AD9019.The modeled gravity was interpolated from observed gravity values.
 AD9019
 AD9019;                    North         East    Units  Estimated Accuracy
 AD9019;SPC SD N     -   111,890.      284,420.      MT  (+/- 180 meters Scaled)
 AD9019
 AD9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK800579(NAD 83)
 AD9019
 AD9019                          SUPERSEDED SURVEY CONTROL
 AD9019
 AD9019.No superseded survey control is available for this station.
 AD9019
 AD9019_MARKER: DB = BENCH MARK DISK
 AD9019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9019_STAMPING: 212-04.47 1981
 AD9019_MARK LOGO: SDDT
 AD9019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9019+STABILITY: SURFACE MOTION
 AD9019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9019+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9019
 AD9019  HISTORY     - Date     Condition        Report By
 AD9019  HISTORY     - 1981     MONUMENTED       SDDT
 AD9019  HISTORY     - 19950930 GOOD             NGS
 AD9019
 AD9019                          STATION DESCRIPTION
 AD9019
 AD9019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9019'14.6 KM (9.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9019'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 617.0 M (2024.3 FT)
 AD9019'SOUTHEAST OF MILEPOST 4, 35.7 M (117.1 FT) NORTHWEST OF THE NORTHWEST
 AD9019'END OF A CULVERT UNDER THE HIGHWAY, 26.0 M (85.3 FT) NORTHEAST OF THE
 AD9019'HIGHWAY CENTERLINE, 14.1 M (46.3 FT) NORTHWEST OF THE NORTHWEST END OF
 AD9019'2 BRACED FENCE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD9019'0.4 M (1.3 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A
 AD9019'WITNESS POST, 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST, AND THE
 AD9019'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9018 ***********************************************************************
 AD9018  CBN         -  This is a Cooperative Base Network Control Station.
 AD9018  DESIGNATION -  212 005.00
 AD9018  PID         -  AD9018
 AD9018  STATE/COUNTY-  SD/BUTTE
 AD9018  COUNTRY     -  US
 AD9018  USGS QUAD   -  BULL CREEK BUTTE (2017)
 AD9018
 AD9018                         *CURRENT SURVEY CONTROL
 AD9018  ______________________________________________________________________
 AD9018* NAD 83(2011) POSITION- 44 45 54.20046(N) 103 58 43.76645(W)   ADJUSTED
 AD9018* NAD 83(2011) ELLIP HT-   942.005 (meters)        (06/27/12)   ADJUSTED
 AD9018* NAD 83(2011) EPOCH   -  2010.00
 AD9018* NAVD 88 ORTHO HEIGHT -   957.249 (meters)     3140.57  (feet) ADJUSTED
 AD9018  ______________________________________________________________________
 AD9018  GEOID HEIGHT    -        -15.258 (meters)                     GEOID18
 AD9018  NAD 83(2011) X  - -1,095,896.164 (meters)                     COMP
 AD9018  NAD 83(2011) Y  - -4,402,330.256 (meters)                     COMP
 AD9018  NAD 83(2011) Z  -  4,469,511.949 (meters)                     COMP
 AD9018  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC18
 AD9018  DYNAMIC HEIGHT  -        956.986 (meters)     3139.71  (feet) COMP
 AD9018  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 AD9018
 AD9018  VERT ORDER      -  FIRST     CLASS II
 AD9018
 AD9018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD9018  Standards:
 AD9018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD9018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD9018  -------------------------------------------------------------------
 AD9018  NETWORK    0.62   1.20           0.28   0.22   0.61     -0.06038458
 AD9018  -------------------------------------------------------------------
 AD9018  Click here for local accuracies and other accuracy information.
 AD9018
 AD9018.The horizontal coordinates were established by GPS observations
 AD9018.and adjusted by the National Geodetic Survey in June 2012.
 AD9018
 AD9018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD9018.been affixed to the stable North American tectonic plate. See 
 AD9018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD9018
 AD9018.The horizontal coordinates are valid at the epoch date displayed above
 AD9018.which is a decimal equivalence of Year/Month/Day.
 AD9018
 AD9018.The orthometric height was determined by differential leveling and
 AD9018.adjusted by the NATIONAL GEODETIC SURVEY
 AD9018.in July 1998.
 AD9018
 AD9018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9018.GEOID18 height accuracy estimate available here.
 AD9018
 AD9018.Click photographs - Photos may exist for this station.
 AD9018
 AD9018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9018
 AD9018.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD9018
 AD9018.The ellipsoidal height was determined by GPS observations
 AD9018.and is referenced to NAD 83.
 AD9018
 AD9018.The dynamic height is computed by dividing the NAVD 88
 AD9018.geopotential number by the normal gravity value computed on the
 AD9018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9018.degrees latitude (g = 980.6199 gals.).
 AD9018
 AD9018.The modeled gravity was interpolated from observed gravity values.
 AD9018
 AD9018. The following values were computed from the NAD 83(2011) position.
 AD9018
 AD9018;                    North         East     Units Scale Factor Converg.
 AD9018;SPC SD N     -   111,273.656   285,144.946   MT  0.99995152   -2 48 57.5
 AD9018;SPC SD N     -   365,070.32    935,513.04   sFT  0.99995152   -2 48 57.5
 AD9018;UTM  13      - 4,957,358.766   580,812.570   MT  0.99968031   +0 43 08.9
 AD9018
 AD9018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9018!SPC SD N     -   0.99985232  x   0.99995152  =   0.99980385
 AD9018!UTM  13      -   0.99985232  x   0.99968031  =   0.99953268
 AD9018
 AD9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8081257358(NAD 83)
 AD9018
 AD9018                          SUPERSEDED SURVEY CONTROL
 AD9018
 AD9018  NAD 83(2007)-  44 45 54.20034(N)    103 58 43.76762(W) AD(2002.00) 0
 AD9018  ELLIP H (02/10/07)  942.034  (m)                       GP(2002.00)    
 AD9018  NAD 83(1992)-  44 45 54.19973(N)    103 58 43.76757(W) AD(       ) A
 AD9018  ELLIP H (06/23/03)  942.023  (m)                       GP(       ) 3 1
 AD9018  NAVD 88             957.25   (m)         3140.6    (f) LEVELING    3  
 AD9018
 AD9018.Superseded values are not recommended for survey control.
 AD9018
 AD9018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9018.See file dsdata.pdf to determine how the superseded data were derived.
 AD9018
 AD9018_MARKER: Z = SEE DESCRIPTION
 AD9018_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9018_STAMPING: 212-05.00 1995
 AD9018_MARK LOGO: NGS
 AD9018_PROJECTION: FLUSH
 AD9018_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9018+STABILITY: POSITION/ELEVATION WELL
 AD9018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9018+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AD9018_ROD/PIPE-DEPTH: 6.40 meters
 AD9018_SLEEVE-DEPTH  : 4.00 meters
 AD9018
 AD9018  HISTORY     - Date     Condition        Report By
 AD9018  HISTORY     - 1995     MONUMENTED       SDDT
 AD9018  HISTORY     - 19950930 GOOD             NGS
 AD9018  HISTORY     - 20020514 GOOD             SDDT
 AD9018
 AD9018                          STATION DESCRIPTION
 AD9018
 AD9018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9018'13.6 KM (8.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9018'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 38.0 M (124.7 FT)
 AD9018'NORTHEAST OF MILEPOST 5, 26.6 M (87.3 FT) SOUTHEAST OF THE SOUTHEAST
 AD9018'END OF 3 BRACED FENCE POSTS, 26.6 M (87.3 FT) NORTHEAST OF THE HIGHWAY
 AD9018'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3
 AD9018'FT) SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST,
 AD9018'AND 0.4 M (1.3 FT) NORTHEAST OF A METAL GUARD POST. NOTE--THE DATUM
 AD9018'POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS
 AD9018'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AD9018'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD9018
 AD9018                          STATION RECOVERY (2002)
 AD9018
 AD9018'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AD9018'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9017 ***********************************************************************
 AD9017  DESIGNATION -  212 005.92
 AD9017  PID         -  AD9017
 AD9017  STATE/COUNTY-  SD/BUTTE
 AD9017  COUNTRY     -  US
 AD9017  USGS QUAD   -  BULL CREEK BUTTE (2017)
 AD9017
 AD9017                         *CURRENT SURVEY CONTROL
 AD9017  ______________________________________________________________________
 AD9017* NAD 83(1986) POSITION- 44 45 21.     (N) 103 57 54.     (W)   SCALED
 AD9017* NAVD 88 ORTHO HEIGHT -   948.912 (meters)     3113.22  (feet) ADJUSTED
 AD9017  ______________________________________________________________________
 AD9017  GEOID HEIGHT    -        -15.278 (meters)                     GEOID18
 AD9017  DYNAMIC HEIGHT  -        948.650 (meters)     3112.36  (feet) COMP
 AD9017  MODELED GRAVITY -    980,308.3   (mgal)                       NAVD 88
 AD9017
 AD9017  VERT ORDER      -  FIRST     CLASS II
 AD9017
 AD9017.The horizontal coordinates were scaled from a map and have
 AD9017.an estimated accuracy of +/- 6 seconds.
 AD9017
 AD9017.The orthometric height was determined by differential leveling and
 AD9017.adjusted by the NATIONAL GEODETIC SURVEY
 AD9017.in July 1998.
 AD9017
 AD9017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9017.GEOID18 height accuracy estimate available here.
 AD9017
 AD9017.Click photographs - Photos may exist for this station.
 AD9017
 AD9017.The dynamic height is computed by dividing the NAVD 88
 AD9017.geopotential number by the normal gravity value computed on the
 AD9017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9017.degrees latitude (g = 980.6199 gals.).
 AD9017
 AD9017.The modeled gravity was interpolated from observed gravity values.
 AD9017
 AD9017;                    North         East    Units  Estimated Accuracy
 AD9017;SPC SD N     -   110,200.      286,190.      MT  (+/- 180 meters Scaled)
 AD9017
 AD9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK819563(NAD 83)
 AD9017
 AD9017                          SUPERSEDED SURVEY CONTROL
 AD9017
 AD9017.No superseded survey control is available for this station.
 AD9017
 AD9017_MARKER: DB = BENCH MARK DISK
 AD9017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9017_STAMPING: 212-05.92 1981 3111.82
 AD9017_MARK LOGO: SDDT
 AD9017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9017+STABILITY: SURFACE MOTION
 AD9017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9017+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9017
 AD9017  HISTORY     - Date     Condition        Report By
 AD9017  HISTORY     - 1981     MONUMENTED       SDDT
 AD9017  HISTORY     - 19950930 GOOD             NGS
 AD9017
 AD9017                          STATION DESCRIPTION
 AD9017
 AD9017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9017'12.1 KM (7.50 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9017'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, ACROSS THE HIGHWAY FROM
 AD9017'THE NORTHWEST END OF A HIGHWAY PULLOUT, 141.0 M (462.6 FT) SOUTHEAST
 AD9017'OF THE CENTER OF A DIRT ROAD LEADING TO THE BUCHHOLZ RANCH, 63.2 M
 AD9017'(207.3 FT) NORTHWEST OF MILEPOST 6, 23.6 M (77.4 FT) NORTHEAST OF THE
 AD9017'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6
 AD9017'M (2.0 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 AD9017'POST, 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST, AND THE MONUMENT
 AD9017'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9015 ***********************************************************************
 AD9015  DESIGNATION -  212 007.35
 AD9015  PID         -  AD9015
 AD9015  STATE/COUNTY-  SD/BUTTE
 AD9015  COUNTRY     -  US
 AD9015  USGS QUAD   -  SOURDOUGH FLATS (2017)
 AD9015
 AD9015                         *CURRENT SURVEY CONTROL
 AD9015  ______________________________________________________________________
 AD9015* NAD 83(1986) POSITION- 44 44 30.     (N) 103 56 34.     (W)   SCALED
 AD9015* NAVD 88 ORTHO HEIGHT -   947.312 (meters)     3107.97  (feet) ADJUSTED
 AD9015  ______________________________________________________________________
 AD9015  GEOID HEIGHT    -        -15.304 (meters)                     GEOID18
 AD9015  DYNAMIC HEIGHT  -        947.048 (meters)     3107.11  (feet) COMP
 AD9015  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 AD9015
 AD9015  VERT ORDER      -  FIRST     CLASS II
 AD9015
 AD9015.The horizontal coordinates were scaled from a map and have
 AD9015.an estimated accuracy of +/- 6 seconds.
 AD9015
 AD9015.The orthometric height was determined by differential leveling and
 AD9015.adjusted by the NATIONAL GEODETIC SURVEY
 AD9015.in July 1998.
 AD9015
 AD9015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9015.GEOID18 height accuracy estimate available here.
 AD9015
 AD9015.Click photographs - Photos may exist for this station.
 AD9015
 AD9015.The dynamic height is computed by dividing the NAVD 88
 AD9015.geopotential number by the normal gravity value computed on the
 AD9015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9015.degrees latitude (g = 980.6199 gals.).
 AD9015
 AD9015.The modeled gravity was interpolated from observed gravity values.
 AD9015
 AD9015;                    North         East    Units  Estimated Accuracy
 AD9015;SPC SD N     -   108,540.      287,870.      MT  (+/- 180 meters Scaled)
 AD9015
 AD9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK836547(NAD 83)
 AD9015
 AD9015                          SUPERSEDED SURVEY CONTROL
 AD9015
 AD9015.No superseded survey control is available for this station.
 AD9015
 AD9015_MARKER: DB = BENCH MARK DISK
 AD9015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9015_STAMPING: 212-07.35 1981
 AD9015_MARK LOGO: SDDT
 AD9015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9015+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9015
 AD9015  HISTORY     - Date     Condition        Report By
 AD9015  HISTORY     - 1981     MONUMENTED       SDDT
 AD9015  HISTORY     - 19951116 GOOD             NGS
 AD9015
 AD9015                          STATION DESCRIPTION
 AD9015
 AD9015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9015'9.9 KM (6.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9015'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 549.0 M (1801.2 FT)
 AD9015'SOUTHEAST OF MILEPOST 7, 228.0 M (748.0 FT) SOUTHEAST OF A HIGH LINE
 AD9015'CROSSING, 47.8 M (156.8 FT) NORTHWEST OF AN OFFSET IN A FENCE LINE,
 AD9015'21.5 M (70.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.9 M (9.5 FT)
 AD9015'SOUTHEAST OF THE SOUTHEAST END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT)
 AD9015'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A FENCE,
 AD9015'0.4 M (1.3 FT) SOUTHEAST OF A METAL GUARD POST, 0.3 M (1.0 FT)
 AD9015'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AD9015'ABOVE THE GROUND SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO SURFACE
 AD9015'MOTION.  VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING AND
 AD9015'SWELLING OF A SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE
 AD9015'CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9014 ***********************************************************************
 AD9014  DESIGNATION -  212 009.93
 AD9014  PID         -  AD9014
 AD9014  STATE/COUNTY-  SD/BUTTE
 AD9014  COUNTRY     -  US
 AD9014  USGS QUAD   -  SOURDOUGH FLATS (2017)
 AD9014
 AD9014                         *CURRENT SURVEY CONTROL
 AD9014  ______________________________________________________________________
 AD9014* NAD 83(1986) POSITION- 44 42 58.     (N) 103 54 31.     (W)   SCALED
 AD9014* NAVD 88 ORTHO HEIGHT -   940.278 (meters)     3084.90  (feet) ADJUSTED
 AD9014  ______________________________________________________________________
 AD9014  GEOID HEIGHT    -        -15.328 (meters)                     GEOID18
 AD9014  DYNAMIC HEIGHT  -        940.013 (meters)     3084.03  (feet) COMP
 AD9014  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 AD9014
 AD9014  VERT ORDER      -  FIRST     CLASS II
 AD9014
 AD9014.The horizontal coordinates were scaled from a map and have
 AD9014.an estimated accuracy of +/- 6 seconds.
 AD9014
 AD9014.The orthometric height was determined by differential leveling and
 AD9014.adjusted by the NATIONAL GEODETIC SURVEY
 AD9014.in July 1998.
 AD9014
 AD9014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9014.GEOID18 height accuracy estimate available here.
 AD9014
 AD9014.Click photographs - Photos may exist for this station.
 AD9014
 AD9014.The dynamic height is computed by dividing the NAVD 88
 AD9014.geopotential number by the normal gravity value computed on the
 AD9014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9014.degrees latitude (g = 980.6199 gals.).
 AD9014
 AD9014.The modeled gravity was interpolated from observed gravity values.
 AD9014
 AD9014;                    North         East    Units  Estimated Accuracy
 AD9014;SPC SD N     -   105,570.      290,430.      MT  (+/- 180 meters Scaled)
 AD9014
 AD9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK864519(NAD 83)
 AD9014
 AD9014                          SUPERSEDED SURVEY CONTROL
 AD9014
 AD9014.No superseded survey control is available for this station.
 AD9014
 AD9014_MARKER: Z = SEE DESCRIPTION
 AD9014_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9014_STAMPING: 212-09.93 1995
 AD9014_PROJECTION: FLUSH
 AD9014_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9014+STABILITY: POSITION/ELEVATION WELL
 AD9014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9014+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9014_ROD/PIPE-DEPTH: 6.4 meters
 AD9014_SLEEVE-DEPTH  : 4.0 meters
 AD9014
 AD9014  HISTORY     - Date     Condition        Report By
 AD9014  HISTORY     - 1995     MONUMENTED       SDDT
 AD9014  HISTORY     - 19950930 GOOD             NGS
 AD9014
 AD9014                          STATION DESCRIPTION
 AD9014
 AD9014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9014'5.8 KM (3.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9014'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 108.0 M (354.3 FT)
 AD9014'NORTHWEST OF MILEPOST 10, 30.1 M (98.8 FT) NORTHEAST OF THE HIGHWAY
 AD9014'CENTERLINE, 5.5 M (18.0 FT) NORTHWEST OF THE CENTER OF A FIELD
 AD9014'ENTRANCE AND GATE, 0.6 M (2.0 FT) SOUTHWEST OF THE CENTER OF 3 BRACED
 AD9014'FENCE POSTS, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AD9014'FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST OF A
 AD9014'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AD9014'AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AD9014'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD9014'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9013 ***********************************************************************
 AD9013  DESIGNATION -  212 011.10
 AD9013  PID         -  AD9013
 AD9013  STATE/COUNTY-  SD/BUTTE
 AD9013  COUNTRY     -  US
 AD9013  USGS QUAD   -  SOURDOUGH FLATS (2017)
 AD9013
 AD9013                         *CURRENT SURVEY CONTROL
 AD9013  ______________________________________________________________________
 AD9013* NAD 83(1986) POSITION- 44 42 14.     (N) 103 53 20.     (W)   SCALED
 AD9013* NAVD 88 ORTHO HEIGHT -   939.432 (meters)     3082.12  (feet) ADJUSTED
 AD9013  ______________________________________________________________________
 AD9013  GEOID HEIGHT    -        -15.342 (meters)                     GEOID18
 AD9013  DYNAMIC HEIGHT  -        939.165 (meters)     3081.24  (feet) COMP
 AD9013  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 AD9013
 AD9013  VERT ORDER      -  FIRST     CLASS II
 AD9013
 AD9013.The horizontal coordinates were scaled from a map and have
 AD9013.an estimated accuracy of +/- 6 seconds.
 AD9013
 AD9013.The orthometric height was determined by differential leveling and
 AD9013.adjusted by the NATIONAL GEODETIC SURVEY
 AD9013.in July 1998.
 AD9013
 AD9013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9013.GEOID18 height accuracy estimate available here.
 AD9013
 AD9013.Click photographs - Photos may exist for this station.
 AD9013
 AD9013.The dynamic height is computed by dividing the NAVD 88
 AD9013.geopotential number by the normal gravity value computed on the
 AD9013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9013.degrees latitude (g = 980.6199 gals.).
 AD9013
 AD9013.The modeled gravity was interpolated from observed gravity values.
 AD9013
 AD9013;                    North         East    Units  Estimated Accuracy
 AD9013;SPC SD N     -   104,140.      291,930.      MT  (+/- 180 meters Scaled)
 AD9013
 AD9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK880506(NAD 83)
 AD9013
 AD9013                          SUPERSEDED SURVEY CONTROL
 AD9013
 AD9013.No superseded survey control is available for this station.
 AD9013
 AD9013_MARKER: DB = BENCH MARK DISK
 AD9013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9013_STAMPING: 212-11.10 1995
 AD9013_MARK LOGO: SDDT
 AD9013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9013+STABILITY: SURFACE MOTION
 AD9013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9013+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9013
 AD9013  HISTORY     - Date     Condition        Report By
 AD9013  HISTORY     - 1995     MONUMENTED       SDDT
 AD9013  HISTORY     - 19951116 GOOD             NGS
 AD9013
 AD9013                          STATION DESCRIPTION
 AD9013
 AD9013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9013'3.8 KM (2.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9013'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 193.0 M (633.2 FT)
 AD9013'SOUTHEAST OF MILEPOST 11, 29.9 M (98.1 FT) SOUTHWEST OF THE HIGHWAY
 AD9013'CENTERLINE, 4.4 M (14.4 FT) NORTHWEST OF A FIELD ENTRANCE AND GATE,
 AD9013'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF
 AD9013'THE SOUTHEAST END OF 3 BRACED FENCE POSTS, 0.3 M (1.0 FT) NORTHEAST OF
 AD9013'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AD9013'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9012 ***********************************************************************
 AD9012  DESIGNATION -  212 012.02
 AD9012  PID         -  AD9012
 AD9012  STATE/COUNTY-  SD/BUTTE
 AD9012  COUNTRY     -  US
 AD9012  USGS QUAD   -  SOURDOUGH FLATS (2017)
 AD9012
 AD9012                         *CURRENT SURVEY CONTROL
 AD9012  ______________________________________________________________________
 AD9012* NAD 83(1986) POSITION- 44 41 44.     (N) 103 52 32.     (W)   SCALED
 AD9012* NAVD 88 ORTHO HEIGHT -   942.720 (meters)     3092.91  (feet) ADJUSTED
 AD9012  ______________________________________________________________________
 AD9012  GEOID HEIGHT    -        -15.349 (meters)                     GEOID18
 AD9012  DYNAMIC HEIGHT  -        942.452 (meters)     3092.03  (feet) COMP
 AD9012  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 AD9012
 AD9012  VERT ORDER      -  FIRST     CLASS II
 AD9012
 AD9012.The horizontal coordinates were scaled from a map and have
 AD9012.an estimated accuracy of +/- 6 seconds.
 AD9012
 AD9012.The orthometric height was determined by differential leveling and
 AD9012.adjusted by the NATIONAL GEODETIC SURVEY
 AD9012.in July 1998.
 AD9012
 AD9012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9012.GEOID18 height accuracy estimate available here.
 AD9012
 AD9012.Click photographs - Photos may exist for this station.
 AD9012
 AD9012.The dynamic height is computed by dividing the NAVD 88
 AD9012.geopotential number by the normal gravity value computed on the
 AD9012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9012.degrees latitude (g = 980.6199 gals.).
 AD9012
 AD9012.The modeled gravity was interpolated from observed gravity values.
 AD9012
 AD9012;                    North         East    Units  Estimated Accuracy
 AD9012;SPC SD N     -   103,160.      292,940.      MT  (+/- 180 meters Scaled)
 AD9012
 AD9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK890497(NAD 83)
 AD9012
 AD9012                          SUPERSEDED SURVEY CONTROL
 AD9012
 AD9012.No superseded survey control is available for this station.
 AD9012
 AD9012_MARKER: DD = SURVEY DISK
 AD9012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9012_STAMPING: 212-12.02 1995
 AD9012_MARK LOGO: SDDT
 AD9012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9012+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9012
 AD9012  HISTORY     - Date     Condition        Report By
 AD9012  HISTORY     - 1995     MONUMENTED       SDDT
 AD9012  HISTORY     - 19951116 GOOD             NGS
 AD9012
 AD9012                          STATION DESCRIPTION
 AD9012
 AD9012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9012'2.4 KM (1.50 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9012'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 51.0 M (167.3 FT)
 AD9012'SOUTHEAST OF MILEPOST 12, 29.0 M (95.1 FT) SOUTHWEST OF THE HIGHWAY
 AD9012'CENTERLINE, 7.7 M (25.3 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD
 AD9012'LEADING TO THE AMERICAN COLLOID PLANT, 2.4 M (7.9 FT) EAST OF THE
 AD9012'NORTHEAST LEG OF A SIGN (AMERICAN COLLOID COMPANY), 1.0 M (3.3 FT)
 AD9012'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 AD9012'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD9012'GROUND SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO SURFACE MOTION.
 AD9012'VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING AND SWELLING OF A
 AD9012'SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9011 ***********************************************************************
 AD9011  DESIGNATION -  212 013.00
 AD9011  PID         -  AD9011
 AD9011  STATE/COUNTY-  SD/BUTTE
 AD9011  COUNTRY     -  US
 AD9011  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9011
 AD9011                         *CURRENT SURVEY CONTROL
 AD9011  ______________________________________________________________________
 AD9011* NAD 83(1986) POSITION- 44 41 10.     (N) 103 51 41.     (W)   SCALED
 AD9011* NAVD 88 ORTHO HEIGHT -   936.971 (meters)     3074.05  (feet) ADJUSTED
 AD9011  ______________________________________________________________________
 AD9011  GEOID HEIGHT    -        -15.354 (meters)                     GEOID18
 AD9011  DYNAMIC HEIGHT  -        936.707 (meters)     3073.18  (feet) COMP
 AD9011  MODELED GRAVITY -    980,304.2   (mgal)                       NAVD 88
 AD9011
 AD9011  VERT ORDER      -  FIRST     CLASS II
 AD9011
 AD9011.The horizontal coordinates were scaled from a map and have
 AD9011.an estimated accuracy of +/- 6 seconds.
 AD9011
 AD9011.The orthometric height was determined by differential leveling and
 AD9011.adjusted by the NATIONAL GEODETIC SURVEY
 AD9011.in April 2000.
 AD9011
 AD9011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9011.GEOID18 height accuracy estimate available here.
 AD9011
 AD9011.Click photographs - Photos may exist for this station.
 AD9011
 AD9011.The dynamic height is computed by dividing the NAVD 88
 AD9011.geopotential number by the normal gravity value computed on the
 AD9011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9011.degrees latitude (g = 980.6199 gals.).
 AD9011
 AD9011.The modeled gravity was interpolated from observed gravity values.
 AD9011
 AD9011;                    North         East    Units  Estimated Accuracy
 AD9011;SPC SD N     -   102,060.      294,010.      MT  (+/- 180 meters Scaled)
 AD9011
 AD9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK902487(NAD 83)
 AD9011
 AD9011                          SUPERSEDED SURVEY CONTROL
 AD9011
 AD9011  NAVD 88 (07/28/98)  936.976  (m)         3074.06   (f) SUPERSEDED  1 2
 AD9011
 AD9011.Superseded values are not recommended for survey control.
 AD9011
 AD9011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9011.See file dsdata.pdf to determine how the superseded data were derived.
 AD9011
 AD9011_MARKER: DD = SURVEY DISK
 AD9011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9011_STAMPING: 212-13.00 1995
 AD9011_MARK LOGO: SDDT
 AD9011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9011+STABILITY: SURFACE MOTION
 AD9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9011+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AD9011
 AD9011  HISTORY     - Date     Condition        Report By
 AD9011  HISTORY     - 1995     MONUMENTED       SDDT
 AD9011  HISTORY     - 19951116 GOOD             NGS
 AD9011  HISTORY     - 19960611 GOOD             NGS
 AD9011  HISTORY     - 19980920 GOOD             NGS
 AD9011
 AD9011                          STATION DESCRIPTION
 AD9011
 AD9011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9011'0.9 KM (0.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9011'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 60.0 M (196.8 FT)
 AD9011'NORTHWEST OF THE NORTHWEST CORNER OF EDS TRAILER REPAIR, 10.2 M (33.5
 AD9011'FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 2.1 M (6.9 FT)
 AD9011'SOUTHEAST OF MILEPOST 13, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST,
 AD9011'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AD9011
 AD9011                          STATION RECOVERY (1996)
 AD9011
 AD9011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9011'RECOVERED AS DESCRIBED.
 AD9011
 AD9011                          STATION RECOVERY (1998)
 AD9011
 AD9011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AD9011'0.9 M (3.0 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9011'U.S. HIGHWAY 85 IN BELLE FOURCHE, 51.8 M (169.9 FT) SOUTHEAST OF THE
 AD9011'CENTER OF A DRIVEWAY, 10.7 M (35.1 FT) SOUTHWEST OF AND LEVEL WITH THE
 AD9011'HIGHWAY CENTERLINE, 2.1 M (6.9 FT) SOUTHEAST OF MILEPOST 13, 0.4 M
 AD9011'(1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AD9011'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AD9011'RIGHT-OF-WAY.  THIS MARK IS SUBJECT TO MOVEMENT AND SHOULD BE USED
 AD9011'WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9010 ***********************************************************************
 AD9010  DESIGNATION -  212 014.22
 AD9010  PID         -  AD9010
 AD9010  STATE/COUNTY-  SD/BUTTE
 AD9010  COUNTRY     -  US
 AD9010  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9010
 AD9010                         *CURRENT SURVEY CONTROL
 AD9010  ______________________________________________________________________
 AD9010* NAD 83(1986) POSITION- 44 40 49.     (N) 103 50 24.     (W)   SCALED
 AD9010* NAVD 88 ORTHO HEIGHT -   917.754 (meters)     3011.00  (feet) ADJUSTED
 AD9010  ______________________________________________________________________
 AD9010  GEOID HEIGHT    -        -15.380 (meters)                     GEOID18
 AD9010  DYNAMIC HEIGHT  -        917.504 (meters)     3010.18  (feet) COMP
 AD9010  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 AD9010
 AD9010  VERT ORDER      -  FIRST     CLASS II
 AD9010
 AD9010.The horizontal coordinates were scaled from a map and have
 AD9010.an estimated accuracy of +/- 6 seconds.
 AD9010
 AD9010.The orthometric height was determined by differential leveling and
 AD9010.adjusted by the NATIONAL GEODETIC SURVEY
 AD9010.in July 1998.
 AD9010
 AD9010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9010.GEOID18 height accuracy estimate available here.
 AD9010
 AD9010.Click photographs - Photos may exist for this station.
 AD9010
 AD9010.The dynamic height is computed by dividing the NAVD 88
 AD9010.geopotential number by the normal gravity value computed on the
 AD9010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9010.degrees latitude (g = 980.6199 gals.).
 AD9010
 AD9010.The modeled gravity was interpolated from observed gravity values.
 AD9010
 AD9010;                    North         East    Units  Estimated Accuracy
 AD9010;SPC SD N     -   101,330.      295,680.      MT  (+/- 180 meters Scaled)
 AD9010
 AD9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK919480(NAD 83)
 AD9010
 AD9010                          SUPERSEDED SURVEY CONTROL
 AD9010
 AD9010.No superseded survey control is available for this station.
 AD9010
 AD9010_MARKER: DB = BENCH MARK DISK
 AD9010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9010_STAMPING: 212-14.22
 AD9010_MARK LOGO: SDHD
 AD9010_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9010+STABILITY: SURFACE MOTION
 AD9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9010+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AD9010
 AD9010  HISTORY     - Date     Condition        Report By
 AD9010  HISTORY     - 1995     MONUMENTED       SDDT
 AD9010  HISTORY     - 19951116 GOOD             NGS
 AD9010  HISTORY     - 19980928 GOOD             NGS
 AD9010
 AD9010                          STATION DESCRIPTION
 AD9010
 AD9010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9010'1.1 KM (0.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9010'U.S. HIGHWAY 85 IN BELLE FOURCHE, 389.0 M (1276.2 FT) EAST OF MILEPOST
 AD9010'14, 26.5 M (86.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.1 M (36.4 FT)
 AD9010'WEST OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AD9010'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AD9010'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD9010
 AD9010                          STATION RECOVERY (1998)
 AD9010
 AD9010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AD9010'1.1 KM (0.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9010'U.S. HIGHWAY 85 IN BELLE FOURCHE, 384.0 M (1259.8 FT) EAST OF MILEPOST
 AD9010'14, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.9 M (42.3 FT)
 AD9010'WEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7
 AD9010'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD9010'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9009 ***********************************************************************
 AD9009  FBN         -  This is a Federal Base Network Control Station.
 AD9009  DESIGNATION -  212 016.56
 AD9009  PID         -  AD9009
 AD9009  STATE/COUNTY-  SD/BUTTE
 AD9009  COUNTRY     -  US
 AD9009  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9009
 AD9009                         *CURRENT SURVEY CONTROL
 AD9009  ______________________________________________________________________
 AD9009* NAD 83(2011) POSITION- 44 40 46.50375(N) 103 49 06.92015(W)   ADJUSTED
 AD9009* NAD 83(2011) ELLIP HT-   916.348 (meters)        (06/27/12)   ADJUSTED
 AD9009* NAD 83(2011) EPOCH   -  2010.00
 AD9009* NAVD 88 ORTHO HEIGHT -   931.753 (meters)     3056.93  (feet) ADJUSTED
 AD9009  ______________________________________________________________________
 AD9009  GEOID HEIGHT    -        -15.415 (meters)                     GEOID18
 AD9009  NAD 83(2011) X  - -1,085,172.442 (meters)                     COMP
 AD9009  NAD 83(2011) Y  - -4,411,851.206 (meters)                     COMP
 AD9009  NAD 83(2011) Z  -  4,462,744.259 (meters)                     COMP
 AD9009  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 AD9009  DYNAMIC HEIGHT  -        931.496 (meters)     3056.08  (feet) COMP
 AD9009  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 AD9009
 AD9009  VERT ORDER      -  FIRST     CLASS II
 AD9009
 AD9009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD9009  Standards:
 AD9009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD9009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD9009  -------------------------------------------------------------------
 AD9009  NETWORK    0.60   1.20           0.28   0.20   0.61     -0.08337064
 AD9009  -------------------------------------------------------------------
 AD9009  Click here for local accuracies and other accuracy information.
 AD9009
 AD9009.The horizontal coordinates were established by GPS observations
 AD9009.and adjusted by the National Geodetic Survey in June 2012.
 AD9009
 AD9009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD9009.been affixed to the stable North American tectonic plate. See 
 AD9009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD9009
 AD9009.The horizontal coordinates are valid at the epoch date displayed above
 AD9009.which is a decimal equivalence of Year/Month/Day.
 AD9009
 AD9009.The orthometric height was determined by differential leveling and
 AD9009.adjusted by the NATIONAL GEODETIC SURVEY
 AD9009.in July 1998.
 AD9009
 AD9009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9009.GEOID18 height accuracy estimate available here.
 AD9009
 AD9009.Click photographs - Photos may exist for this station.
 AD9009
 AD9009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9009
 AD9009.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD9009
 AD9009.The ellipsoidal height was determined by GPS observations
 AD9009.and is referenced to NAD 83.
 AD9009
 AD9009.The dynamic height is computed by dividing the NAVD 88
 AD9009.geopotential number by the normal gravity value computed on the
 AD9009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9009.degrees latitude (g = 980.6199 gals.).
 AD9009
 AD9009.The modeled gravity was interpolated from observed gravity values.
 AD9009
 AD9009. The following values were computed from the NAD 83(2011) position.
 AD9009
 AD9009;                    North         East     Units Scale Factor Converg.
 AD9009;SPC SD N     -   101,175.879   297,367.350   MT  0.99996003   -2 42 09.2
 AD9009;SPC SD N     -   331,941.20    975,612.71   sFT  0.99996003   -2 42 09.2
 AD9009;UTM  13      - 4,948,036.087   593,630.850   MT  0.99970780   +0 49 50.7
 AD9009
 AD9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9009!SPC SD N     -   0.99985634  x   0.99996003  =   0.99981638
 AD9009!UTM  13      -   0.99985634  x   0.99970780  =   0.99956419
 AD9009
 AD9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9363048036(NAD 83)
 AD9009
 AD9009                          SUPERSEDED SURVEY CONTROL
 AD9009
 AD9009  NAD 83(2007)-  44 40 46.50364(N)    103 49 06.92133(W) AD(2002.00) 0
 AD9009  ELLIP H (02/10/07)  916.377  (m)                       GP(2002.00)    
 AD9009  NAD 83(1992)-  44 40 46.50303(N)    103 49 06.92128(W) AD(       ) A
 AD9009  ELLIP H (06/23/03)  916.365  (m)                       GP(       ) 3 1
 AD9009  NAVD 88             931.75   (m)         3056.9    (f) LEVELING    3  
 AD9009
 AD9009.Superseded values are not recommended for survey control.
 AD9009
 AD9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9009.See file dsdata.pdf to determine how the superseded data were derived.
 AD9009
 AD9009_MARKER: Z = SEE DESCRIPTION
 AD9009_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9009_STAMPING: 212-16.56 1995
 AD9009_MARK LOGO: NGS
 AD9009_PROJECTION: FLUSH
 AD9009_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9009+STABILITY: POSITION/ELEVATION WELL
 AD9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9009+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2010
 AD9009_ROD/PIPE-DEPTH: 12.8 meters
 AD9009_SLEEVE-DEPTH  : 2.00 meters
 AD9009
 AD9009  HISTORY     - Date     Condition        Report By
 AD9009  HISTORY     - 1995     MONUMENTED       SDDT
 AD9009  HISTORY     - 19950930 GOOD             NGS
 AD9009  HISTORY     - 19980928 GOOD             NGS
 AD9009  HISTORY     - 20020514 GOOD             SDDT
 AD9009  HISTORY     - 20100613 GOOD             WOOLPT
 AD9009  HISTORY     - 20100623 GOOD             WOOLPT
 AD9009
 AD9009                          STATION DESCRIPTION
 AD9009
 AD9009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9009'2.8 KM (1.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9009'U.S. HIGHWAY 85 IN BELLE FOURCHE, 233.0 M (764.4 FT) NORTHEAST OF
 AD9009'MILEPOST 15.20, 25.9 M (85.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AD9009'4.9 M (16.1 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 AD9009'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AD9009'SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND
 AD9009'0.3 M (1.0 FT) NORTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT
 AD9009'IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS
 AD9009'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AD9009'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD9009
 AD9009                          STATION RECOVERY (1998)
 AD9009
 AD9009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AD9009'2.9 KM (1.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9009'U.S. HIGHWAY 85 IN BELLE FOURCHE, 907.0 M (2975.7 FT) SOUTHWEST OF
 AD9009'MILEPOST 17, 125.0 M (410.1 FT) NORTHEAST OF THE JUNCTION OF U.S.
 AD9009'HIGHWAY 212 BUSINESS, 25.2 M (82.7 FT) NORTHWEST OF THE HIGHWAY
 AD9009'CENTERLINE, 4.9 M (16.1 FT) NORTHEAST OF THE CENTER OF A FIELD
 AD9009'ENTRANCE, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.5 M
 AD9009'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST
 AD9009'OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 AD9009'REVIT AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AD9009'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD9009'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE MONUMENT IS ON
 AD9009'HIGHWAY RIGHT-OF-WAY.
 AD9009
 AD9009                          STATION RECOVERY (2002)
 AD9009
 AD9009'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AD9009'RECOVERED AS DESCRIBED
 AD9009'
 AD9009
 AD9009                          STATION RECOVERY (2010)
 AD9009
 AD9009'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 AD9009'RECOVERED AS DESCRIBED
 AD9009
 AD9009                          STATION RECOVERY (2010)
 AD9009
 AD9009'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 AD9009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9008 ***********************************************************************
 AD9008  DESIGNATION -  212 017.85
 AD9008  PID         -  AD9008
 AD9008  STATE/COUNTY-  SD/BUTTE
 AD9008  COUNTRY     -  US
 AD9008  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9008
 AD9008                         *CURRENT SURVEY CONTROL
 AD9008  ______________________________________________________________________
 AD9008* NAD 83(1986) POSITION- 44 41 23.     (N) 103 47 38.     (W)   SCALED
 AD9008* NAVD 88 ORTHO HEIGHT -   920.093 (meters)     3018.67  (feet) ADJUSTED
 AD9008  ______________________________________________________________________
 AD9008  GEOID HEIGHT    -        -15.482 (meters)                     GEOID18
 AD9008  DYNAMIC HEIGHT  -        919.843 (meters)     3017.85  (feet) COMP
 AD9008  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 AD9008
 AD9008  VERT ORDER      -  FIRST     CLASS II
 AD9008
 AD9008.The horizontal coordinates were scaled from a map and have
 AD9008.an estimated accuracy of +/- 6 seconds.
 AD9008
 AD9008.The orthometric height was determined by differential leveling and
 AD9008.adjusted by the NATIONAL GEODETIC SURVEY
 AD9008.in July 1998.
 AD9008
 AD9008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9008.GEOID18 height accuracy estimate available here.
 AD9008
 AD9008.Click photographs - Photos may exist for this station.
 AD9008
 AD9008.The dynamic height is computed by dividing the NAVD 88
 AD9008.geopotential number by the normal gravity value computed on the
 AD9008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9008.degrees latitude (g = 980.6199 gals.).
 AD9008
 AD9008.The modeled gravity was interpolated from observed gravity values.
 AD9008
 AD9008;                    North         East    Units  Estimated Accuracy
 AD9008;SPC SD N     -   102,210.      299,380.      MT  (+/- 180 meters Scaled)
 AD9008
 AD9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK955491(NAD 83)
 AD9008
 AD9008                          SUPERSEDED SURVEY CONTROL
 AD9008
 AD9008.No superseded survey control is available for this station.
 AD9008
 AD9008_MARKER: DD = SURVEY DISK
 AD9008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9008_STAMPING: 212-17.85 1995
 AD9008_MARK LOGO: SDDT
 AD9008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9008+STABILITY: SURFACE MOTION
 AD9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9008+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AD9008
 AD9008  HISTORY     - Date     Condition        Report By
 AD9008  HISTORY     - 1995     MONUMENTED       SDDT
 AD9008  HISTORY     - 19951116 GOOD             NGS
 AD9008  HISTORY     - 19980928 GOOD             NGS
 AD9008
 AD9008                          STATION DESCRIPTION
 AD9008
 AD9008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9008'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9008'U.S. HIGHWAY 85 IN BELLE FOURCHE, 252.0 M (826.8 FT) SOUTHEAST OF
 AD9008'MILEPOST 18, 15.7 M (51.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.3
 AD9008'M (14.1 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9
 AD9008'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A
 AD9008'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD9008'SURFACE.
 AD9008
 AD9008                          STATION RECOVERY (1998)
 AD9008
 AD9008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AD9008'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9008'U.S. HIGHWAY 85 IN BELLE FOURCHE, 15.2 M (49.9 FT) NORTHWEST OF THE
 AD9008'HIGHWAY CENTERLINE, 4.2 M (13.8 FT) EAST OF THE CENTER OF A FIELD
 AD9008'ENTRANCE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AD9008'FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 AD9008'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AD9008'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9007 ***********************************************************************
 AD9007  DESIGNATION -  212 018.80
 AD9007  PID         -  AD9007
 AD9007  STATE/COUNTY-  SD/BUTTE
 AD9007  COUNTRY     -  US
 AD9007  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9007
 AD9007                         *CURRENT SURVEY CONTROL
 AD9007  ______________________________________________________________________
 AD9007* NAD 83(1986) POSITION- 44 41 26.     (N) 103 46 29.     (W)   SCALED
 AD9007* NAVD 88 ORTHO HEIGHT -   915.800 (meters)     3004.59  (feet) ADJUSTED
 AD9007  ______________________________________________________________________
 AD9007  GEOID HEIGHT    -        -15.517 (meters)                     GEOID18
 AD9007  DYNAMIC HEIGHT  -        915.555 (meters)     3003.78  (feet) COMP
 AD9007  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 AD9007
 AD9007  VERT ORDER      -  FIRST     CLASS II
 AD9007
 AD9007.The horizontal coordinates were scaled from a map and have
 AD9007.an estimated accuracy of +/- 6 seconds.
 AD9007
 AD9007.The orthometric height was determined by differential leveling and
 AD9007.adjusted by the NATIONAL GEODETIC SURVEY
 AD9007.in July 1998.
 AD9007
 AD9007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9007.GEOID18 height accuracy estimate available here.
 AD9007
 AD9007.Click photographs - Photos may exist for this station.
 AD9007
 AD9007.The dynamic height is computed by dividing the NAVD 88
 AD9007.geopotential number by the normal gravity value computed on the
 AD9007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9007.degrees latitude (g = 980.6199 gals.).
 AD9007
 AD9007.The modeled gravity was interpolated from observed gravity values.
 AD9007
 AD9007;                    North         East    Units  Estimated Accuracy
 AD9007;SPC SD N     -   102,230.      300,900.      MT  (+/- 180 meters Scaled)
 AD9007
 AD9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK970493(NAD 83)
 AD9007
 AD9007                          SUPERSEDED SURVEY CONTROL
 AD9007
 AD9007.No superseded survey control is available for this station.
 AD9007
 AD9007_MARKER: DD = SURVEY DISK
 AD9007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9007_STAMPING: 212-18.80 1995
 AD9007_MARK LOGO: SDDT
 AD9007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9007+STABILITY: SURFACE MOTION
 AD9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9007+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9007
 AD9007  HISTORY     - Date     Condition        Report By
 AD9007  HISTORY     - 1995     MONUMENTED       SDDT
 AD9007  HISTORY     - 19951116 GOOD             NGS
 AD9007
 AD9007                          STATION DESCRIPTION
 AD9007
 AD9007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9007'6.6 KM (4.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9007'U.S. HIGHWAY 85 IN BELLE FOURCHE, ACROSS THE HIGHWAY FROM THE
 AD9007'INGERSOLL SCHOOL (ABANDONED), NEAR THE NORTHEAST CORNER OF THE MASSEY
 AD9007'FERGUSON IMPLEMENT COMPANY LOT, 334.0 M (1095.8 FT) WEST OF MILEPOST
 AD9007'19, 24.3 M (79.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT)
 AD9007'EAST OF THE WEST END OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AD9007'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AD9007'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9006 ***********************************************************************
 AD9006  DESIGNATION -  212 019.80
 AD9006  PID         -  AD9006
 AD9006  STATE/COUNTY-  SD/BUTTE
 AD9006  COUNTRY     -  US
 AD9006  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9006
 AD9006                         *CURRENT SURVEY CONTROL
 AD9006  ______________________________________________________________________
 AD9006* NAD 83(1986) POSITION- 44 41 20.     (N) 103 45 19.     (W)   SCALED
 AD9006* NAVD 88 ORTHO HEIGHT -   906.437 (meters)     2973.87  (feet) ADJUSTED
 AD9006  ______________________________________________________________________
 AD9006  GEOID HEIGHT    -        -15.547 (meters)                     GEOID18
 AD9006  DYNAMIC HEIGHT  -        906.198 (meters)     2973.08  (feet) COMP
 AD9006  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 AD9006
 AD9006  VERT ORDER      -  FIRST     CLASS II
 AD9006
 AD9006.The horizontal coordinates were scaled from a map and have
 AD9006.an estimated accuracy of +/- 6 seconds.
 AD9006
 AD9006.The orthometric height was determined by differential leveling and
 AD9006.adjusted by the NATIONAL GEODETIC SURVEY
 AD9006.in July 1998.
 AD9006
 AD9006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9006.GEOID18 height accuracy estimate available here.
 AD9006
 AD9006.Click photographs - Photos may exist for this station.
 AD9006
 AD9006.The dynamic height is computed by dividing the NAVD 88
 AD9006.geopotential number by the normal gravity value computed on the
 AD9006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9006.degrees latitude (g = 980.6199 gals.).
 AD9006
 AD9006.The modeled gravity was interpolated from observed gravity values.
 AD9006
 AD9006;                    North         East    Units  Estimated Accuracy
 AD9006;SPC SD N     -   101,970.      302,430.      MT  (+/- 180 meters Scaled)
 AD9006
 AD9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK986491(NAD 83)
 AD9006
 AD9006                          SUPERSEDED SURVEY CONTROL
 AD9006
 AD9006.No superseded survey control is available for this station.
 AD9006
 AD9006_MARKER: DD = SURVEY DISK
 AD9006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9006_STAMPING: 212-19.80 1995
 AD9006_MARK LOGO: SDDT
 AD9006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9006+STABILITY: SURFACE MOTION
 AD9006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9006+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9006
 AD9006  HISTORY     - Date     Condition        Report By
 AD9006  HISTORY     - 1995     MONUMENTED       SDDT
 AD9006  HISTORY     - 19951116 GOOD             NGS
 AD9006
 AD9006                          STATION DESCRIPTION
 AD9006
 AD9006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9006'8.2 KM (5.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9006'U.S. HIGHWAY 85 IN BELLE FOURCHE, 21.4 M (70.2 FT) SOUTH OF THE
 AD9006'HIGHWAY CENTERLINE, 7.7 M (25.3 FT) WEST OF THE CENTER OF A DIRT ROAD
 AD9006'LEADING SOUTH, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AD9006'(1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 AD9006'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8977 ***********************************************************************
 AD8977  DESIGNATION -  212 021.05
 AD8977  PID         -  AD8977
 AD8977  STATE/COUNTY-  SD/BUTTE
 AD8977  COUNTRY     -  US
 AD8977  USGS QUAD   -  FRUITDALE (2017)
 AD8977
 AD8977                         *CURRENT SURVEY CONTROL
 AD8977  ______________________________________________________________________
 AD8977* NAD 83(1986) POSITION- 44 41 28.     (N) 103 43 49.     (W)   SCALED
 AD8977* NAVD 88 ORTHO HEIGHT -   924.464 (meters)     3033.01  (feet) ADJUSTED
 AD8977  ______________________________________________________________________
 AD8977  GEOID HEIGHT    -        -15.598 (meters)                     GEOID18
 AD8977  DYNAMIC HEIGHT  -        924.223 (meters)     3032.22  (feet) COMP
 AD8977  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 AD8977
 AD8977  VERT ORDER      -  FIRST     CLASS II
 AD8977
 AD8977.The horizontal coordinates were scaled from a map and have
 AD8977.an estimated accuracy of +/- 6 seconds.
 AD8977
 AD8977.The orthometric height was determined by differential leveling and
 AD8977.adjusted by the NATIONAL GEODETIC SURVEY
 AD8977.in July 1998.
 AD8977
 AD8977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8977.GEOID18 height accuracy estimate available here.
 AD8977
 AD8977.Click photographs - Photos may exist for this station.
 AD8977
 AD8977.The dynamic height is computed by dividing the NAVD 88
 AD8977.geopotential number by the normal gravity value computed on the
 AD8977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8977.degrees latitude (g = 980.6199 gals.).
 AD8977
 AD8977.The modeled gravity was interpolated from observed gravity values.
 AD8977
 AD8977;                    North         East    Units  Estimated Accuracy
 AD8977;SPC SD N     -   102,130.      304,420.      MT  (+/- 180 meters Scaled)
 AD8977
 AD8977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK006494(NAD 83)
 AD8977
 AD8977                          SUPERSEDED SURVEY CONTROL
 AD8977
 AD8977.No superseded survey control is available for this station.
 AD8977
 AD8977_MARKER: DD = SURVEY DISK
 AD8977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8977_STAMPING: 212-21.05 1995
 AD8977_MARK LOGO: SDDT
 AD8977_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8977+STABILITY: SURFACE MOTION
 AD8977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8977+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8977
 AD8977  HISTORY     - Date     Condition        Report By
 AD8977  HISTORY     - 1995     MONUMENTED       SDDT
 AD8977  HISTORY     - 19951116 GOOD             NGS
 AD8977
 AD8977                          STATION DESCRIPTION
 AD8977
 AD8977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8977'10.2 KM (6.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8977'U.S. HIGHWAY 85 IN BELLE FOURCHE, 72.2 M (236.9 FT) EAST OF MILEPOST
 AD8977'21, 41.5 M (136.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.3 M (30.5 FT)
 AD8977'EAST OF THE CENTER OF A ROAD LEADING TO BELLE FOURCHE RESERVOIR, 1.1 M
 AD8977'(3.6 FT) SOUTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL
 AD8977'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 AD8977'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9005 ***********************************************************************
 AD9005  DESIGNATION -  212 022.06
 AD9005  PID         -  AD9005
 AD9005  STATE/COUNTY-  SD/BUTTE
 AD9005  COUNTRY     -  US
 AD9005  USGS QUAD   -  FRUITDALE (2017)
 AD9005
 AD9005                         *CURRENT SURVEY CONTROL
 AD9005  ______________________________________________________________________
 AD9005* NAD 83(1986) POSITION- 44 41 18.14   (N) 103 42 35.60   (W)   HD_HELD1
 AD9005* NAVD 88 ORTHO HEIGHT -   924.956 (meters)     3034.63  (feet) ADJUSTED
 AD9005  ______________________________________________________________________
 AD9005  GEOID HEIGHT    -        -15.632 (meters)                     GEOID18
 AD9005  DYNAMIC HEIGHT  -        924.715 (meters)     3033.84  (feet) COMP
 AD9005  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 AD9005
 AD9005  VERT ORDER      -  FIRST     CLASS II
 AD9005
 AD9005.The horizontal coordinates were determined by differentially corrected
 AD9005.hand held GPS observations or other comparable positioning techniques
 AD9005.and have an estimated accuracy of +/- 3 meters.
 AD9005
 AD9005.The orthometric height was determined by differential leveling and
 AD9005.adjusted by the NATIONAL GEODETIC SURVEY
 AD9005.in July 1998.
 AD9005
 AD9005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9005.GEOID18 height accuracy estimate available here.
 AD9005
 AD9005.Click photographs - Photos may exist for this station.
 AD9005
 AD9005.The dynamic height is computed by dividing the NAVD 88
 AD9005.geopotential number by the normal gravity value computed on the
 AD9005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9005.degrees latitude (g = 980.6199 gals.).
 AD9005
 AD9005.The modeled gravity was interpolated from observed gravity values.
 AD9005
 AD9005;                    North         East    Units  Estimated Accuracy
 AD9005;SPC SD N     -   101,750.8     306,020.7     MT  (+/- 3 meters HH1 GPS) 
 AD9005
 AD9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0223049142(NAD 83)
 AD9005
 AD9005                          SUPERSEDED SURVEY CONTROL
 AD9005
 AD9005.No superseded survey control is available for this station.
 AD9005
 AD9005_MARKER: Z = SEE DESCRIPTION
 AD9005_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9005_STAMPING: 212-22.06 1995
 AD9005_PROJECTION: FLUSH
 AD9005_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9005+STABILITY: POSITION/ELEVATION WELL
 AD9005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9005+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2025
 AD9005_ROD/PIPE-DEPTH: 6.4 meters
 AD9005_SLEEVE-DEPTH  : 4.0 meters
 AD9005
 AD9005  HISTORY     - Date     Condition        Report By
 AD9005  HISTORY     - 1995     MONUMENTED       SDDT
 AD9005  HISTORY     - 19950930 GOOD             NGS
 AD9005  HISTORY     - 20251202 GOOD             SDDT
 AD9005
 AD9005                          STATION DESCRIPTION
 AD9005
 AD9005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9005'11.9 KM (7.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9005'U.S. HIGHWAY 85 IN BELLE FOURCHE, ON A LOW HILL OVERLOOKING BELLE
 AD9005'FOURCHE RESERVOIR, 91.8 M (301.2 FT) EAST OF MILEPOST 22, 50.1 M
 AD9005'(164.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.1 M (59.4 FT) WEST OF
 AD9005'THE CENTER OF A DIRT ROAD LEADING SOUTH, 0.9 M (3.0 FT) EAST OF A
 AD9005'WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 AD9005'HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO
 AD9005'AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AD9005'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD9005'THROUGH A 4-INCH PVC CAP.
 AD9005
 AD9005                          STATION RECOVERY (2025)
 AD9005
 AD9005'RECOVERY NOTE BY SD DEPT OF TRANSP 2025 (JCC)
 AD9005'THE MARK IS IN GOOD CONDITION BUT THE WITNESS POST IS MISSING.  THE
 AD9005'DIRT ROAD DESCRIBED IS NOW NAMED KOKESH LANE. THE HIGHWAY MILEAGE HAS
 AD9005'BEEN MODIFIED AND THIS MARK NOW FALLS AT MRM 20.98.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9004 ***********************************************************************
 AD9004  DESIGNATION -  212 023.92
 AD9004  PID         -  AD9004
 AD9004  STATE/COUNTY-  SD/BUTTE
 AD9004  COUNTRY     -  US
 AD9004  USGS QUAD   -  FRUITDALE (2017)
 AD9004
 AD9004                         *CURRENT SURVEY CONTROL
 AD9004  ______________________________________________________________________
 AD9004* NAD 83(1986) POSITION- 44 41 20.     (N) 103 40 15.     (W)   SCALED
 AD9004* NAVD 88 ORTHO HEIGHT -   915.206 (meters)     3002.64  (feet) ADJUSTED
 AD9004  ______________________________________________________________________
 AD9004  GEOID HEIGHT    -        -15.720 (meters)                     GEOID18
 AD9004  DYNAMIC HEIGHT  -        914.965 (meters)     3001.85  (feet) COMP
 AD9004  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 AD9004
 AD9004  VERT ORDER      -  FIRST     CLASS II
 AD9004
 AD9004.The horizontal coordinates were scaled from a map and have
 AD9004.an estimated accuracy of +/- 6 seconds.
 AD9004
 AD9004.The orthometric height was determined by differential leveling and
 AD9004.adjusted by the NATIONAL GEODETIC SURVEY
 AD9004.in July 1998.
 AD9004
 AD9004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9004.GEOID18 height accuracy estimate available here.
 AD9004
 AD9004.Click photographs - Photos may exist for this station.
 AD9004
 AD9004.The dynamic height is computed by dividing the NAVD 88
 AD9004.geopotential number by the normal gravity value computed on the
 AD9004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9004.degrees latitude (g = 980.6199 gals.).
 AD9004
 AD9004.The modeled gravity was interpolated from observed gravity values.
 AD9004
 AD9004;                    North         East    Units  Estimated Accuracy
 AD9004;SPC SD N     -   101,670.      309,120.      MT  (+/- 180 meters Scaled)
 AD9004
 AD9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK053492(NAD 83)
 AD9004
 AD9004                          SUPERSEDED SURVEY CONTROL
 AD9004
 AD9004.No superseded survey control is available for this station.
 AD9004
 AD9004_MARKER: DD = SURVEY DISK
 AD9004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9004_STAMPING: 212-23.92 1995
 AD9004_MARK LOGO: SDDT
 AD9004_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9004+STABILITY: SURFACE MOTION
 AD9004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9004+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9004
 AD9004  HISTORY     - Date     Condition        Report By
 AD9004  HISTORY     - 1995     MONUMENTED       SDDT
 AD9004  HISTORY     - 19951116 GOOD             NGS
 AD9004
 AD9004                          STATION DESCRIPTION
 AD9004
 AD9004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9004'15.0 KM (9.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD9004'U.S. HIGHWAY 85 IN BELLE FOURCHE, 119.0 M (390.4 FT) WEST OF MILEPOST
 AD9004'24, 14.2 M (46.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AD9004'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST
 AD9004'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AD9004'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9003 ***********************************************************************
 AD9003  DESIGNATION -  212 025.10
 AD9003  PID         -  AD9003
 AD9003  STATE/COUNTY-  SD/BUTTE
 AD9003  COUNTRY     -  US
 AD9003  USGS QUAD   -  FRUITDALE (2017)
 AD9003
 AD9003                         *CURRENT SURVEY CONTROL
 AD9003  ______________________________________________________________________
 AD9003* NAD 83(1986) POSITION- 44 41 23.     (N) 103 38 50.     (W)   SCALED
 AD9003* NAVD 88 ORTHO HEIGHT -   942.375 (meters)     3091.78  (feet) ADJUSTED
 AD9003  ______________________________________________________________________
 AD9003  GEOID HEIGHT    -        -15.778 (meters)                     GEOID18
 AD9003  DYNAMIC HEIGHT  -        942.127 (meters)     3090.96  (feet) COMP
 AD9003  MODELED GRAVITY -    980,321.8   (mgal)                       NAVD 88
 AD9003
 AD9003  VERT ORDER      -  FIRST     CLASS II
 AD9003
 AD9003.The horizontal coordinates were scaled from a map and have
 AD9003.an estimated accuracy of +/- 6 seconds.
 AD9003
 AD9003.The orthometric height was determined by differential leveling and
 AD9003.adjusted by the NATIONAL GEODETIC SURVEY
 AD9003.in July 1998.
 AD9003
 AD9003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9003.GEOID18 height accuracy estimate available here.
 AD9003
 AD9003.Click photographs - Photos may exist for this station.
 AD9003
 AD9003.The dynamic height is computed by dividing the NAVD 88
 AD9003.geopotential number by the normal gravity value computed on the
 AD9003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9003.degrees latitude (g = 980.6199 gals.).
 AD9003
 AD9003.The modeled gravity was interpolated from observed gravity values.
 AD9003
 AD9003;                    North         East    Units  Estimated Accuracy
 AD9003;SPC SD N     -   101,680.      310,990.      MT  (+/- 180 meters Scaled)
 AD9003
 AD9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK071493(NAD 83)
 AD9003
 AD9003                          SUPERSEDED SURVEY CONTROL
 AD9003
 AD9003.No superseded survey control is available for this station.
 AD9003
 AD9003_MARKER: DD = SURVEY DISK
 AD9003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9003_STAMPING: 212-25.10 1995
 AD9003_MARK LOGO: SDDT
 AD9003_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9003+STABILITY: SURFACE MOTION
 AD9003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9003+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9003
 AD9003  HISTORY     - Date     Condition        Report By
 AD9003  HISTORY     - 1995     MONUMENTED       SDDT
 AD9003  HISTORY     - 19951116 GOOD             NGS
 AD9003
 AD9003                          STATION DESCRIPTION
 AD9003
 AD9003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9003'16.9 KM (10.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD9003'OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 200.0 M (656.2 FT) EAST OF
 AD9003'MILEPOST 25, 15.6 M (51.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.6 M
 AD9003'(11.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6
 AD9003'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS
 AD9003'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD9003'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9002 ***********************************************************************
 AD9002  DESIGNATION -  212 026.13
 AD9002  PID         -  AD9002
 AD9002  STATE/COUNTY-  SD/BUTTE
 AD9002  COUNTRY     -  US
 AD9002  USGS QUAD   -  FRUITDALE (2017)
 AD9002
 AD9002                         *CURRENT SURVEY CONTROL
 AD9002  ______________________________________________________________________
 AD9002* NAD 83(1986) POSITION- 44 41 00.     (N) 103 37 55.     (W)   SCALED
 AD9002* NAVD 88 ORTHO HEIGHT -   922.935 (meters)     3028.00  (feet) ADJUSTED
 AD9002  ______________________________________________________________________
 AD9002  GEOID HEIGHT    -        -15.804 (meters)                     GEOID18
 AD9002  DYNAMIC HEIGHT  -        922.689 (meters)     3027.19  (feet) COMP
 AD9002  MODELED GRAVITY -    980,319.8   (mgal)                       NAVD 88
 AD9002
 AD9002  VERT ORDER      -  FIRST     CLASS II
 AD9002
 AD9002.The horizontal coordinates were scaled from a map and have
 AD9002.an estimated accuracy of +/- 6 seconds.
 AD9002
 AD9002.The orthometric height was determined by differential leveling and
 AD9002.adjusted by the NATIONAL GEODETIC SURVEY
 AD9002.in July 1998.
 AD9002
 AD9002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9002.GEOID18 height accuracy estimate available here.
 AD9002
 AD9002.Click photographs - Photos may exist for this station.
 AD9002
 AD9002.The dynamic height is computed by dividing the NAVD 88
 AD9002.geopotential number by the normal gravity value computed on the
 AD9002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9002.degrees latitude (g = 980.6199 gals.).
 AD9002
 AD9002.The modeled gravity was interpolated from observed gravity values.
 AD9002
 AD9002;                    North         East    Units  Estimated Accuracy
 AD9002;SPC SD N     -   100,910.      312,170.      MT  (+/- 180 meters Scaled)
 AD9002
 AD9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK084486(NAD 83)
 AD9002
 AD9002                          SUPERSEDED SURVEY CONTROL
 AD9002
 AD9002.No superseded survey control is available for this station.
 AD9002
 AD9002_MARKER: DD = SURVEY DISK
 AD9002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9002_STAMPING: 212-26.13 1995
 AD9002_MARK LOGO: SDDT
 AD9002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9002+STABILITY: SURFACE MOTION
 AD9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9002+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9002
 AD9002  HISTORY     - Date     Condition        Report By
 AD9002  HISTORY     - 1995     MONUMENTED       SDDT
 AD9002  HISTORY     - 19951116 GOOD             NGS
 AD9002
 AD9002                          STATION DESCRIPTION
 AD9002
 AD9002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9002'21.1 KM (13.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD9002'OF STATE HIGHWAY 75 IN NEWELL, 210.0 M (689.0 FT) EAST OF MILEPOST 26,
 AD9002'14.7 M (48.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW
 AD9002'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AD9002'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AD9002'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9001 ***********************************************************************
 AD9001  DESIGNATION -  212 026.73
 AD9001  PID         -  AD9001
 AD9001  STATE/COUNTY-  SD/BUTTE
 AD9001  COUNTRY     -  US
 AD9001  USGS QUAD   -  NISLAND (2017)
 AD9001
 AD9001                         *CURRENT SURVEY CONTROL
 AD9001  ______________________________________________________________________
 AD9001* NAD 83(1986) POSITION- 44 41 00.     (N) 103 37 10.     (W)   SCALED
 AD9001* NAVD 88 ORTHO HEIGHT -   918.319 (meters)     3012.85  (feet) ADJUSTED
 AD9001  ______________________________________________________________________
 AD9001  GEOID HEIGHT    -        -15.838 (meters)                     GEOID18
 AD9001  DYNAMIC HEIGHT  -        918.075 (meters)     3012.05  (feet) COMP
 AD9001  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 AD9001
 AD9001  VERT ORDER      -  FIRST     CLASS II
 AD9001
 AD9001.The horizontal coordinates were scaled from a map and have
 AD9001.an estimated accuracy of +/- 6 seconds.
 AD9001
 AD9001.The orthometric height was determined by differential leveling and
 AD9001.adjusted by the NATIONAL GEODETIC SURVEY
 AD9001.in July 1998.
 AD9001
 AD9001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9001.GEOID18 height accuracy estimate available here.
 AD9001
 AD9001.Click photographs - Photos may exist for this station.
 AD9001
 AD9001.The dynamic height is computed by dividing the NAVD 88
 AD9001.geopotential number by the normal gravity value computed on the
 AD9001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9001.degrees latitude (g = 980.6199 gals.).
 AD9001
 AD9001.The modeled gravity was interpolated from observed gravity values.
 AD9001
 AD9001;                    North         East    Units  Estimated Accuracy
 AD9001;SPC SD N     -   100,870.      313,160.      MT  (+/- 180 meters Scaled)
 AD9001
 AD9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK094487(NAD 83)
 AD9001
 AD9001                          SUPERSEDED SURVEY CONTROL
 AD9001
 AD9001.No superseded survey control is available for this station.
 AD9001
 AD9001_MARKER: DD = SURVEY DISK
 AD9001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9001_STAMPING: 212-26.73 1995
 AD9001_MARK LOGO: SDDT
 AD9001_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9001+STABILITY: SURFACE MOTION
 AD9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9001+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9001
 AD9001  HISTORY     - Date     Condition        Report By
 AD9001  HISTORY     - 1995     MONUMENTED       SDDT
 AD9001  HISTORY     - 19951116 GOOD             NGS
 AD9001
 AD9001                          STATION DESCRIPTION
 AD9001
 AD9001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9001'20.1 KM (12.50 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD9001'OF STATE HIGHWAY 75 IN NEWELL, 441.0 M (1446.8 FT) WEST OF MILEPOST
 AD9001'27, 15.4 M (50.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT)
 AD9001'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST
 AD9001'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AD9001'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8976 ***********************************************************************
 AD8976  DESIGNATION -  212 027.63
 AD8976  PID         -  AD8976
 AD8976  STATE/COUNTY-  SD/BUTTE
 AD8976  COUNTRY     -  US
 AD8976  USGS QUAD   -  NISLAND (2017)
 AD8976
 AD8976                         *CURRENT SURVEY CONTROL
 AD8976  ______________________________________________________________________
 AD8976* NAD 83(1986) POSITION- 44 41 04.70   (N) 103 36 06.97   (W)   HD_HELD1
 AD8976* NAVD 88 ORTHO HEIGHT -   910.103 (meters)     2985.90  (feet) ADJUSTED
 AD8976  ______________________________________________________________________
 AD8976  GEOID HEIGHT    -        -15.890 (meters)                     GEOID18
 AD8976  DYNAMIC HEIGHT  -        909.862 (meters)     2985.11  (feet) COMP
 AD8976  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 AD8976
 AD8976  VERT ORDER      -  FIRST     CLASS II
 AD8976
 AD8976.The horizontal coordinates were determined by differentially corrected
 AD8976.hand held GPS observations or other comparable positioning techniques
 AD8976.and have an estimated accuracy of +/- 3 meters.
 AD8976
 AD8976.The orthometric height was determined by differential leveling and
 AD8976.adjusted by the NATIONAL GEODETIC SURVEY
 AD8976.in July 1998.
 AD8976
 AD8976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8976.GEOID18 height accuracy estimate available here.
 AD8976
 AD8976.Click photographs - Photos may exist for this station.
 AD8976
 AD8976.The dynamic height is computed by dividing the NAVD 88
 AD8976.geopotential number by the normal gravity value computed on the
 AD8976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8976.degrees latitude (g = 980.6199 gals.).
 AD8976
 AD8976.The modeled gravity was interpolated from observed gravity values.
 AD8976
 AD8976;                    North         East    Units  Estimated Accuracy
 AD8976;SPC SD N     -   100,950.0     314,550.9     MT  (+/- 3 meters HH1 GPS) 
 AD8976
 AD8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1079148869(NAD 83)
 AD8976
 AD8976                          SUPERSEDED SURVEY CONTROL
 AD8976
 AD8976.No superseded survey control is available for this station.
 AD8976
 AD8976_MARKER: Z = SEE DESCRIPTION
 AD8976_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8976_STAMPING: 212-27.63 1995
 AD8976_MARK LOGO: NGS
 AD8976_PROJECTION: FLUSH
 AD8976_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8976+STABILITY: POSITION/ELEVATION WELL
 AD8976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8976+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2025
 AD8976_ROD/PIPE-DEPTH: 6.4 meters
 AD8976_SLEEVE-DEPTH  : 4.0 meters
 AD8976
 AD8976  HISTORY     - Date     Condition        Report By
 AD8976  HISTORY     - 1995     MONUMENTED       SDDT
 AD8976  HISTORY     - 19951116 GOOD             NGS
 AD8976  HISTORY     - 20251202 GOOD             SDDT
 AD8976
 AD8976                          STATION DESCRIPTION
 AD8976
 AD8976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8976'19.1 KM (11.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8976'OF STATE HIGHWAY 75 IN NEWELL, 918.0 M (3011.8 FT) EAST OF MILEPOST
 AD8976'27, 95.0 M (311.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT)
 AD8976'WEST OF THE CENTER OF A GRAVELED ROAD, 0.9 M (3.0 FT) EAST OF A FENCE,
 AD8976'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF
 AD8976'A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.
 AD8976'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON
 AD8976'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AD8976'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD8976'THROUGH A 4-INCH PVC CAP.
 AD8976
 AD8976                          STATION RECOVERY (2025)
 AD8976
 AD8976'RECOVERY NOTE BY SD DEPT OF TRANSP 2025 (JCC)
 AD8976'THE MARK IS IN GOOD CONDITION.  GRAVEL ROAD IN DESCRIPTION IS NOW
 AD8976'NAMED BEET ROAD.  HIGHWAY MILEAGE HAS BEEN MODIFIED AND THIS MARK NOW
 AD8976'FALLS AT MRM 26.46.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9000 ***********************************************************************
 AD9000  DESIGNATION -  212 028.50
 AD9000  PID         -  AD9000
 AD9000  STATE/COUNTY-  SD/BUTTE
 AD9000  COUNTRY     -  US
 AD9000  USGS QUAD   -  NISLAND (2017)
 AD9000
 AD9000                         *CURRENT SURVEY CONTROL
 AD9000  ______________________________________________________________________
 AD9000* NAD 83(1986) POSITION- 44 41 00.     (N) 103 34 58.     (W)   SCALED
 AD9000* NAVD 88 ORTHO HEIGHT -   894.542 (meters)     2934.84  (feet) ADJUSTED
 AD9000  ______________________________________________________________________
 AD9000  GEOID HEIGHT    -        -15.941 (meters)                     GEOID18
 AD9000  DYNAMIC HEIGHT  -        894.305 (meters)     2934.07  (feet) COMP
 AD9000  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 AD9000
 AD9000  VERT ORDER      -  FIRST     CLASS II
 AD9000
 AD9000.The horizontal coordinates were scaled from a map and have
 AD9000.an estimated accuracy of +/- 6 seconds.
 AD9000
 AD9000.The orthometric height was determined by differential leveling and
 AD9000.adjusted by the NATIONAL GEODETIC SURVEY
 AD9000.in July 1998.
 AD9000
 AD9000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9000.GEOID18 height accuracy estimate available here.
 AD9000
 AD9000.Click photographs - Photos may exist for this station.
 AD9000
 AD9000.The dynamic height is computed by dividing the NAVD 88
 AD9000.geopotential number by the normal gravity value computed on the
 AD9000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9000.degrees latitude (g = 980.6199 gals.).
 AD9000
 AD9000.The modeled gravity was interpolated from observed gravity values.
 AD9000
 AD9000;                    North         East    Units  Estimated Accuracy
 AD9000;SPC SD N     -   100,740.      316,060.      MT  (+/- 180 meters Scaled)
 AD9000
 AD9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK123487(NAD 83)
 AD9000
 AD9000                          SUPERSEDED SURVEY CONTROL
 AD9000
 AD9000.No superseded survey control is available for this station.
 AD9000
 AD9000_MARKER: DD = SURVEY DISK
 AD9000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9000_STAMPING: 212-28.50 1995
 AD9000_MARK LOGO: SDDT
 AD9000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9000+STABILITY: SURFACE MOTION
 AD9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9000+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD9000
 AD9000  HISTORY     - Date     Condition        Report By
 AD9000  HISTORY     - 1995     MONUMENTED       SDDT
 AD9000  HISTORY     - 19951116 GOOD             NGS
 AD9000
 AD9000                          STATION DESCRIPTION
 AD9000
 AD9000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9000'17.2 KM (10.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD9000'OF STATE HIGHWAY 75 IN NEWELL, 790.0 M (2591.9 FT) WEST OF MILEPOST
 AD9000'29, 15.0 M (49.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT)
 AD9000'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL
 AD9000'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND
 AD9000'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8999 ***********************************************************************
 AD8999  DESIGNATION -  212 029.58
 AD8999  PID         -  AD8999
 AD8999  STATE/COUNTY-  SD/BUTTE
 AD8999  COUNTRY     -  US
 AD8999  USGS QUAD   -  NISLAND (2017)
 AD8999
 AD8999                         *CURRENT SURVEY CONTROL
 AD8999  ______________________________________________________________________
 AD8999* NAD 83(1986) POSITION- 44 40 38.     (N) 103 33 47.     (W)   SCALED
 AD8999* NAVD 88 ORTHO HEIGHT -   887.908 (meters)     2913.08  (feet) ADJUSTED
 AD8999  ______________________________________________________________________
 AD8999  GEOID HEIGHT    -        -15.984 (meters)                     GEOID18
 AD8999  DYNAMIC HEIGHT  -        887.673 (meters)     2912.31  (feet) COMP
 AD8999  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 AD8999
 AD8999  VERT ORDER      -  FIRST     CLASS II
 AD8999
 AD8999.The horizontal coordinates were scaled from a map and have
 AD8999.an estimated accuracy of +/- 6 seconds.
 AD8999
 AD8999.The orthometric height was determined by differential leveling and
 AD8999.adjusted by the NATIONAL GEODETIC SURVEY
 AD8999.in July 1998.
 AD8999
 AD8999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8999.GEOID18 height accuracy estimate available here.
 AD8999
 AD8999.Click photographs - Photos may exist for this station.
 AD8999
 AD8999.The dynamic height is computed by dividing the NAVD 88
 AD8999.geopotential number by the normal gravity value computed on the
 AD8999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8999.degrees latitude (g = 980.6199 gals.).
 AD8999
 AD8999.The modeled gravity was interpolated from observed gravity values.
 AD8999
 AD8999;                    North         East    Units  Estimated Accuracy
 AD8999;SPC SD N     -    99,990.      317,590.      MT  (+/- 180 meters Scaled)
 AD8999
 AD8999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK138480(NAD 83)
 AD8999
 AD8999                          SUPERSEDED SURVEY CONTROL
 AD8999
 AD8999.No superseded survey control is available for this station.
 AD8999
 AD8999_MARKER: DD = SURVEY DISK
 AD8999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8999_STAMPING: 212-29.58 1995
 AD8999_MARK LOGO: SDDT
 AD8999_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8999+STABILITY: SURFACE MOTION
 AD8999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8999+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8999
 AD8999  HISTORY     - Date     Condition        Report By
 AD8999  HISTORY     - 1995     MONUMENTED       SDDT
 AD8999  HISTORY     - 19951116 GOOD             NGS
 AD8999
 AD8999                          STATION DESCRIPTION
 AD8999
 AD8999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8999'15.4 KM (9.55 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8999'STATE HIGHWAY 75 IN NEWELL, 631.0 M (2070.2 FT) WEST OF MILEPOST 30,
 AD8999'24.8 M (81.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT)
 AD8999'NORTHEAST OF THE CENTER OF A DIRT ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL
 AD8999'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE,
 AD8999'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8998 ***********************************************************************
 AD8998  DESIGNATION -  212 030.75
 AD8998  PID         -  AD8998
 AD8998  STATE/COUNTY-  SD/BUTTE
 AD8998  COUNTRY     -  US
 AD8998  USGS QUAD   -  NISLAND (2017)
 AD8998
 AD8998                         *CURRENT SURVEY CONTROL
 AD8998  ______________________________________________________________________
 AD8998* NAD 83(1986) POSITION- 44 40 36.     (N) 103 32 24.     (W)   SCALED
 AD8998* NAVD 88 ORTHO HEIGHT -   868.209 (meters)     2848.45  (feet) ADJUSTED
 AD8998  ______________________________________________________________________
 AD8998  GEOID HEIGHT    -        -16.046 (meters)                     GEOID18
 AD8998  DYNAMIC HEIGHT  -        867.980 (meters)     2847.70  (feet) COMP
 AD8998  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 AD8998
 AD8998  VERT ORDER      -  FIRST     CLASS II
 AD8998
 AD8998.The horizontal coordinates were scaled from a map and have
 AD8998.an estimated accuracy of +/- 6 seconds.
 AD8998
 AD8998.The orthometric height was determined by differential leveling and
 AD8998.adjusted by the NATIONAL GEODETIC SURVEY
 AD8998.in July 1998.
 AD8998
 AD8998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8998.GEOID18 height accuracy estimate available here.
 AD8998
 AD8998.Click photographs - Photos may exist for this station.
 AD8998
 AD8998.The dynamic height is computed by dividing the NAVD 88
 AD8998.geopotential number by the normal gravity value computed on the
 AD8998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8998.degrees latitude (g = 980.6199 gals.).
 AD8998
 AD8998.The modeled gravity was interpolated from observed gravity values.
 AD8998
 AD8998;                    North         East    Units  Estimated Accuracy
 AD8998;SPC SD N     -    99,850.      319,420.      MT  (+/- 180 meters Scaled)
 AD8998
 AD8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK157480(NAD 83)
 AD8998
 AD8998                          SUPERSEDED SURVEY CONTROL
 AD8998
 AD8998.No superseded survey control is available for this station.
 AD8998
 AD8998_MARKER: DD = SURVEY DISK
 AD8998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8998_STAMPING: 212-30.75 1995
 AD8998_MARK LOGO: SDDT
 AD8998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8998+STABILITY: SURFACE MOTION
 AD8998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8998+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8998
 AD8998  HISTORY     - Date     Condition        Report By
 AD8998  HISTORY     - 1995     MONUMENTED       SDDT
 AD8998  HISTORY     - 19951116 GOOD             NGS
 AD8998
 AD8998                          STATION DESCRIPTION
 AD8998
 AD8998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8998'13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8998'STATE HIGHWAY 75 IN NEWELL, 367.0 M (1204.1 FT) WEST OF MILEPOST 31,
 AD8998'22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT)
 AD8998'EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 0.5 M (1.6 FT) BELOW
 AD8998'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AD8998'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AD8998'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8997 ***********************************************************************
 AD8997  DESIGNATION -  212 031.87
 AD8997  PID         -  AD8997
 AD8997  STATE/COUNTY-  SD/BUTTE
 AD8997  COUNTRY     -  US
 AD8997  USGS QUAD   -  NISLAND (2017)
 AD8997
 AD8997                         *CURRENT SURVEY CONTROL
 AD8997  ______________________________________________________________________
 AD8997* NAD 83(1986) POSITION- 44 40 36.     (N) 103 31 00.     (W)   SCALED
 AD8997* NAVD 88 ORTHO HEIGHT -   864.641 (meters)     2836.74  (feet) ADJUSTED
 AD8997  ______________________________________________________________________
 AD8997  GEOID HEIGHT    -        -16.108 (meters)                     GEOID18
 AD8997  DYNAMIC HEIGHT  -        864.414 (meters)     2836.00  (feet) COMP
 AD8997  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 AD8997
 AD8997  VERT ORDER      -  FIRST     CLASS II
 AD8997
 AD8997.The horizontal coordinates were scaled from a map and have
 AD8997.an estimated accuracy of +/- 6 seconds.
 AD8997
 AD8997.The orthometric height was determined by differential leveling and
 AD8997.adjusted by the NATIONAL GEODETIC SURVEY
 AD8997.in July 1998.
 AD8997
 AD8997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8997.GEOID18 height accuracy estimate available here.
 AD8997
 AD8997.Click photographs - Photos may exist for this station.
 AD8997
 AD8997.The dynamic height is computed by dividing the NAVD 88
 AD8997.geopotential number by the normal gravity value computed on the
 AD8997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8997.degrees latitude (g = 980.6199 gals.).
 AD8997
 AD8997.The modeled gravity was interpolated from observed gravity values.
 AD8997
 AD8997;                    North         East    Units  Estimated Accuracy
 AD8997;SPC SD N     -    99,770.      321,270.      MT  (+/- 180 meters Scaled)
 AD8997
 AD8997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK175481(NAD 83)
 AD8997
 AD8997                          SUPERSEDED SURVEY CONTROL
 AD8997
 AD8997.No superseded survey control is available for this station.
 AD8997
 AD8997_MARKER: DD = SURVEY DISK
 AD8997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8997_STAMPING: 212-31.87 1995
 AD8997_MARK LOGO: SDDT
 AD8997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8997+STABILITY: SURFACE MOTION
 AD8997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8997+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8997
 AD8997  HISTORY     - Date     Condition        Report By
 AD8997  HISTORY     - 1995     MONUMENTED       SDDT
 AD8997  HISTORY     - 19951116 GOOD             NGS
 AD8997
 AD8997                          STATION DESCRIPTION
 AD8997
 AD8997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8997'11.8 KM (7.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8997'STATE HIGHWAY 75 IN NEWELL, 143.0 M (469.2 FT) WEST OF MILEPOST 32,
 AD8997'45.5 M (149.3 FT) EAST OF THE CENTER OF A DRIVEWAY, 22.4 M (73.5 FT)
 AD8997'SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AD8997'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AD8997'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8996 ***********************************************************************
 AD8996  DESIGNATION -  212 032.95
 AD8996  PID         -  AD8996
 AD8996  STATE/COUNTY-  SD/BUTTE
 AD8996  COUNTRY     -  US
 AD8996  USGS QUAD   -  NEWELL (2017)
 AD8996
 AD8996                         *CURRENT SURVEY CONTROL
 AD8996  ______________________________________________________________________
 AD8996* NAD 83(1986) POSITION- 44 40 36.97   (N) 103 29 49.22   (W)   HD_HELD1
 AD8996* NAVD 88 ORTHO HEIGHT -   861.323 (meters)     2825.86  (feet) ADJUSTED
 AD8996  ______________________________________________________________________
 AD8996  GEOID HEIGHT    -        -16.158 (meters)                     GEOID18
 AD8996  DYNAMIC HEIGHT  -        861.100 (meters)     2825.13  (feet) COMP
 AD8996  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 AD8996
 AD8996  VERT ORDER      -  FIRST     CLASS II
 AD8996
 AD8996.The horizontal coordinates were determined by differentially corrected
 AD8996.hand held GPS observations or other comparable positioning techniques
 AD8996.and have an estimated accuracy of +/- 3 meters.
 AD8996
 AD8996.The orthometric height was determined by differential leveling and
 AD8996.adjusted by the NATIONAL GEODETIC SURVEY
 AD8996.in July 1998.
 AD8996
 AD8996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8996.GEOID18 height accuracy estimate available here.
 AD8996
 AD8996.Click photographs - Photos may exist for this station.
 AD8996
 AD8996.The dynamic height is computed by dividing the NAVD 88
 AD8996.geopotential number by the normal gravity value computed on the
 AD8996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8996.degrees latitude (g = 980.6199 gals.).
 AD8996
 AD8996.The modeled gravity was interpolated from observed gravity values.
 AD8996
 AD8996;                    North         East    Units  Estimated Accuracy
 AD8996;SPC SD N     -    99,730.3     322,824.3     MT  (+/- 3 meters HH1 GPS) 
 AD8996
 AD8996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1912248161(NAD 83)
 AD8996
 AD8996                          SUPERSEDED SURVEY CONTROL
 AD8996
 AD8996.No superseded survey control is available for this station.
 AD8996
 AD8996_MARKER: DD = SURVEY DISK
 AD8996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8996_STAMPING: 212-32.95 1995
 AD8996_MARK LOGO: SDDT
 AD8996_PROJECTION: PROJECTING 10 CENTIMETERS
 AD8996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8996+STABILITY: SURFACE MOTION
 AD8996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8996+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2025
 AD8996
 AD8996  HISTORY     - Date     Condition        Report By
 AD8996  HISTORY     - 1995     MONUMENTED       SDDT
 AD8996  HISTORY     - 19951116 GOOD             NGS
 AD8996  HISTORY     - 20251202 GOOD             SDDT
 AD8996
 AD8996                          STATION DESCRIPTION
 AD8996
 AD8996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8996'10.2 KM (6.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8996'STATE HIGHWAY 75 IN NEWELL, 100.0 M (328.1 FT) WEST OF MILEPOST 33,
 AD8996'13.2 M (43.3 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 12.7
 AD8996'M (41.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 6.6 M
 AD8996'(21.7 FT) WEST OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) SOUTHEAST
 AD8996'OF A FENCE CORNER, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE,
 AD8996'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AD8996
 AD8996                          STATION RECOVERY (2025)
 AD8996
 AD8996'RECOVERY NOTE BY SD DEPT OF TRANSP 2025 (JCC)
 AD8996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8995 ***********************************************************************
 AD8995  DESIGNATION -  212 034.01
 AD8995  PID         -  AD8995
 AD8995  STATE/COUNTY-  SD/BUTTE
 AD8995  COUNTRY     -  US
 AD8995  USGS QUAD   -  NEWELL (2017)
 AD8995
 AD8995                         *CURRENT SURVEY CONTROL
 AD8995  ______________________________________________________________________
 AD8995* NAD 83(1986) POSITION- 44 40 37.     (N) 103 28 29.     (W)   SCALED
 AD8995* NAVD 88 ORTHO HEIGHT -   866.415 (meters)     2842.56  (feet) ADJUSTED
 AD8995  ______________________________________________________________________
 AD8995  GEOID HEIGHT    -        -16.211 (meters)                     GEOID18
 AD8995  DYNAMIC HEIGHT  -        866.191 (meters)     2841.83  (feet) COMP
 AD8995  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 AD8995
 AD8995  VERT ORDER      -  FIRST     CLASS II
 AD8995
 AD8995.The horizontal coordinates were scaled from a map and have
 AD8995.an estimated accuracy of +/- 6 seconds.
 AD8995
 AD8995.The orthometric height was determined by differential leveling and
 AD8995.adjusted by the NATIONAL GEODETIC SURVEY
 AD8995.in July 1998.
 AD8995
 AD8995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8995.GEOID18 height accuracy estimate available here.
 AD8995
 AD8995.Click photographs - Photos may exist for this station.
 AD8995
 AD8995.The dynamic height is computed by dividing the NAVD 88
 AD8995.geopotential number by the normal gravity value computed on the
 AD8995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8995.degrees latitude (g = 980.6199 gals.).
 AD8995
 AD8995.The modeled gravity was interpolated from observed gravity values.
 AD8995
 AD8995;                    North         East    Units  Estimated Accuracy
 AD8995;SPC SD N     -    99,660.      324,590.      MT  (+/- 180 meters Scaled)
 AD8995
 AD8995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK208481(NAD 83)
 AD8995
 AD8995                          SUPERSEDED SURVEY CONTROL
 AD8995
 AD8995.No superseded survey control is available for this station.
 AD8995
 AD8995_MARKER: Z = SEE DESCRIPTION
 AD8995_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8995_STAMPING: 212-34.01 1995
 AD8995_PROJECTION: FLUSH
 AD8995_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8995+STABILITY: POSITION/ELEVATION WELL
 AD8995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8995+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD8995_ROD/PIPE-DEPTH: 6.4 meters
 AD8995_SLEEVE-DEPTH  : 4.0 meters
 AD8995
 AD8995  HISTORY     - Date     Condition        Report By
 AD8995  HISTORY     - 1995     MONUMENTED       SDDT
 AD8995  HISTORY     - 19950930 GOOD             NGS
 AD8995
 AD8995                          STATION DESCRIPTION
 AD8995
 AD8995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8995'8.4 KM (5.20 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8995'STATE HIGHWAY 75 IN NEWELL, 56.0 M (183.7 FT) EAST OF MILEPOST 34,
 AD8995'22.1 M (72.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) EAST
 AD8995'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) NORTH OF A
 AD8995'FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AD8995'NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) SOUTH OF A METAL GUARD
 AD8995'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN
 AD8995'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AD8995'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD8995'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8994 ***********************************************************************
 AD8994  DESIGNATION -  212 037.15
 AD8994  PID         -  AD8994
 AD8994  STATE/COUNTY-  SD/BUTTE
 AD8994  COUNTRY     -  US
 AD8994  USGS QUAD   -  NEWELL (2017)
 AD8994
 AD8994                         *CURRENT SURVEY CONTROL
 AD8994  ______________________________________________________________________
 AD8994* NAD 83(1986) POSITION- 44 41 25.85   (N) 103 25 29.12   (W)   HD_HELD1
 AD8994* NAVD 88 ORTHO HEIGHT -   850.836 (meters)     2791.45  (feet) ADJUSTED
 AD8994  ______________________________________________________________________
 AD8994  GEOID HEIGHT    -        -16.341 (meters)                     GEOID18
 AD8994  DYNAMIC HEIGHT  -        850.621 (meters)     2790.75  (feet) COMP
 AD8994  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 AD8994
 AD8994  VERT ORDER      -  FIRST     CLASS II
 AD8994
 AD8994.The horizontal coordinates were determined by differentially corrected
 AD8994.hand held GPS observations or other comparable positioning techniques
 AD8994.and have an estimated accuracy of +/- 3 meters.
 AD8994
 AD8994.The orthometric height was determined by differential leveling and
 AD8994.adjusted by the NATIONAL GEODETIC SURVEY
 AD8994.in July 1998.
 AD8994
 AD8994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8994.GEOID18 height accuracy estimate available here.
 AD8994
 AD8994.Click photographs - Photos may exist for this station.
 AD8994
 AD8994.The dynamic height is computed by dividing the NAVD 88
 AD8994.geopotential number by the normal gravity value computed on the
 AD8994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8994.degrees latitude (g = 980.6199 gals.).
 AD8994
 AD8994.The modeled gravity was interpolated from observed gravity values.
 AD8994
 AD8994;                    North         East    Units  Estimated Accuracy
 AD8994;SPC SD N     -   100,992.9     328,611.3     MT  (+/- 3 meters HH1 GPS) 
 AD8994
 AD8994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2482049778(NAD 83)
 AD8994
 AD8994                          SUPERSEDED SURVEY CONTROL
 AD8994
 AD8994.No superseded survey control is available for this station.
 AD8994
 AD8994_MARKER: DD = SURVEY DISK
 AD8994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8994_STAMPING: 212-37.15 1995
 AD8994_MARK LOGO: SDDT
 AD8994_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8994+STABILITY: SURFACE MOTION
 AD8994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8994+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8994
 AD8994  HISTORY     - Date     Condition        Report By
 AD8994  HISTORY     - 1995     MONUMENTED       SDDT
 AD8994  HISTORY     - 19951116 GOOD             NGS
 AD8994
 AD8994                          STATION DESCRIPTION
 AD8994
 AD8994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8994'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8994'STATE HIGHWAY 75 IN NEWELL, 203.0 M (666.0 FT) NORTH OF MILEPOST 37,
 AD8994'29.0 M (95.1 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING EAST TO
 AD8994'THE PALO RANCH, 22.0 M (72.2 FT) EAST OF THE HIGHWAY CENTERLINE, 5.0 M
 AD8994'(16.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0
 AD8994'FT) WEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AD8994'OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF A WITNESS POST, AND THE
 AD8994'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7910 ***********************************************************************
 AC7910  CBN         -  This is a Cooperative Base Network Control Station.
 AC7910  DESIGNATION -  212 040.40
 AC7910  PID         -  AC7910
 AC7910  STATE/COUNTY-  SD/BUTTE
 AC7910  COUNTRY     -  US
 AC7910  USGS QUAD   -  NEWELL (2017)
 AC7910
 AC7910                         *CURRENT SURVEY CONTROL
 AC7910  ______________________________________________________________________
 AC7910* NAD 83(2011) POSITION- 44 43 15.59808(N) 103 24 02.88749(W)   ADJUSTED
 AC7910* NAD 83(2011) ELLIP HT-   832.942 (meters)        (06/27/12)   ADJUSTED
 AC7910* NAD 83(2011) EPOCH   -  2010.00
 AC7910* NAVD 88 ORTHO HEIGHT -   849.346 (meters)     2786.56  (feet) ADJUSTED
 AC7910  ______________________________________________________________________
 AC7910  GEOID HEIGHT    -        -16.413 (meters)                     GEOID18
 AC7910  NAD 83(2011) X  - -1,052,209.624 (meters)                     COMP
 AC7910  NAD 83(2011) Y  - -4,416,439.456 (meters)                     COMP
 AC7910  NAD 83(2011) Z  -  4,465,957.330 (meters)                     COMP
 AC7910  LAPLACE CORR    -         -5.18  (seconds)                    DEFLEC18
 AC7910  DYNAMIC HEIGHT  -        849.131 (meters)     2785.86  (feet) COMP
 AC7910  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 AC7910
 AC7910  VERT ORDER      -  FIRST     CLASS II
 AC7910
 AC7910  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7910  Standards:
 AC7910         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7910            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7910  -------------------------------------------------------------------
 AC7910  NETWORK    0.99   2.94           0.46   0.33   1.50     -0.09582182
 AC7910  -------------------------------------------------------------------
 AC7910  Click here for local accuracies and other accuracy information.
 AC7910
 AC7910.The horizontal coordinates were established by GPS observations
 AC7910.and adjusted by the National Geodetic Survey in June 2012.
 AC7910
 AC7910.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7910.been affixed to the stable North American tectonic plate. See 
 AC7910.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7910
 AC7910.The horizontal coordinates are valid at the epoch date displayed above
 AC7910.which is a decimal equivalence of Year/Month/Day.
 AC7910
 AC7910.The orthometric height was determined by differential leveling and
 AC7910.adjusted by the NATIONAL GEODETIC SURVEY
 AC7910.in July 1998.
 AC7910
 AC7910.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7910.GEOID18 height accuracy estimate available here.
 AC7910
 AC7910.Click photographs - Photos may exist for this station.
 AC7910
 AC7910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7910
 AC7910.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7910
 AC7910.The ellipsoidal height was determined by GPS observations
 AC7910.and is referenced to NAD 83.
 AC7910
 AC7910.The dynamic height is computed by dividing the NAVD 88
 AC7910.geopotential number by the normal gravity value computed on the
 AC7910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7910.degrees latitude (g = 980.6199 gals.).
 AC7910
 AC7910.The modeled gravity was interpolated from observed gravity values.
 AC7910
 AC7910. The following values were computed from the NAD 83(2011) position.
 AC7910
 AC7910;                    North         East     Units Scale Factor Converg.
 AC7910;SPC SD N     -   104,297.512   330,650.586   MT  0.99995563   -2 24 24.8
 AC7910;SPC SD N     -   342,182.75  1,084,809.46   sFT  0.99995563   -2 24 24.8
 AC7910;UTM  13      - 4,953,201.614   626,651.632   MT  0.99979725   +1 07 31.6
 AC7910
 AC7910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7910!SPC SD N     -   0.99986942  x   0.99995563  =   0.99982505
 AC7910!UTM  13      -   0.99986942  x   0.99979725  =   0.99966670
 AC7910
 AC7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2665153201(NAD 83)
 AC7910
 AC7910                          SUPERSEDED SURVEY CONTROL
 AC7910
 AC7910  NAD 83(2007)-  44 43 15.59796(N)    103 24 02.88862(W) AD(2002.00) 0
 AC7910  ELLIP H (02/10/07)  832.971  (m)                       GP(2002.00)    
 AC7910  ELLIP H (04/15/04)  832.966  (m)                       GP(       ) 2 1
 AC7910  NAD 83(1996)-  44 43 15.59726(N)    103 24 02.88850(W) AD(       ) B
 AC7910  ELLIP H (04/18/97)  833.031  (m)                       GP(       ) 4 1
 AC7910  NAVD 88 (04/18/97)  849.3    (m)  GEOID96  model used  GPS OBS        
 AC7910
 AC7910.Superseded values are not recommended for survey control.
 AC7910
 AC7910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7910.See file dsdata.pdf to determine how the superseded data were derived.
 AC7910
 AC7910_MARKER: Z = SEE DESCRIPTION
 AC7910_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7910_STAMPING: 212-40.40 1995
 AC7910_MARK LOGO: NGS
 AC7910_PROJECTION: FLUSH
 AC7910_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7910+STABILITY: POSITION/ELEVATION WELL
 AC7910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7910+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 AC7910_ROD/PIPE-DEPTH: 6.4 meters
 AC7910_SLEEVE-DEPTH  : 1.8 meters
 AC7910
 AC7910  HISTORY     - Date     Condition        Report By
 AC7910  HISTORY     - 1995     MONUMENTED       SDDT
 AC7910  HISTORY     - 19950930 GOOD             NGS
 AC7910  HISTORY     - 19960827 GOOD             NGS
 AC7910
 AC7910                          STATION DESCRIPTION
 AC7910
 AC7910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC7910'2.0 KM (1.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AC7910'JUNCTION OF STATE HIGHWAY 75 IN NEWELL, 669.0 M (2194.9 FT) EAST OF
 AC7910'MILEPOST 40, 21.7 M (71.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.5
 AC7910'M (14.8 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5
 AC7910'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF
 AC7910'A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A METAL
 AC7910'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED
 AC7910'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7910'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7910'THROUGH A 4-INCH PVC CAP.
 AC7910
 AC7910                          STATION RECOVERY (1996)
 AC7910
 AC7910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7910'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) NORTH-NORTHEAST OF
 AC7910'STURGIS, 18.0 MI (29.0 KM) SOUTH OF CASTLE ROCK, 8.0 MI (12.9 KM)
 AC7910'NORTH OF VALE, AND 1.2 MI (1.9 KM) NORTHEAST OF NEWELL, ON U.S.
 AC7910'HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7910'STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND U.S. HIGHWAY 212 IN
 AC7910'NEWELL, GO EAST ON U.S. HIGHWAY 212 FOR 1.2 MI (1.9 KM) TO THE STATION
 AC7910'ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS
 AC7910'STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH
 AC7910'GALVANIZED STEEL PIPE.  LOCATED 70.4 FT (21.5 M) SOUTHEAST OF THE
 AC7910'HIGHWAY CENTER, 45.5 FT (13.9 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AC7910'EAST END OF A CULVERT, 24.4 FT (7.4 M) SOUTHEAST OF THE CENTER OF THE
 AC7910'WEST END OF A CULVERT, 14.0 FT (4.3 M) SOUTHWEST OF A FIELD ENTRANCE
 AC7910'AND GATE, 2.8 M (9.2 FT) NORTH OF A FENCE, 1.4 M (4.6 FT) NORTH OF A
 AC7910'WITNESS POST, AND 1.4 FT (0.4 M) SOUTH OF A METAL GUARD POST.
 AC7910'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7910'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8993 ***********************************************************************
 AD8993  DESIGNATION -  212 042.98
 AD8993  PID         -  AD8993
 AD8993  STATE/COUNTY-  SD/BUTTE
 AD8993  COUNTRY     -  US
 AD8993  USGS QUAD   -  VALE NE (2017)
 AD8993
 AD8993                         *CURRENT SURVEY CONTROL
 AD8993  ______________________________________________________________________
 AD8993* NAD 83(1986) POSITION- 44 44 37.     (N) 103 21 32.     (W)   SCALED
 AD8993* NAVD 88 ORTHO HEIGHT -   872.626 (meters)     2862.94  (feet) ADJUSTED
 AD8993  ______________________________________________________________________
 AD8993  GEOID HEIGHT    -        -16.504 (meters)                     GEOID18
 AD8993  DYNAMIC HEIGHT  -        872.409 (meters)     2862.23  (feet) COMP
 AD8993  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 AD8993
 AD8993  VERT ORDER      -  FIRST     CLASS II
 AD8993
 AD8993.The horizontal coordinates were scaled from a map and have
 AD8993.an estimated accuracy of +/- 6 seconds.
 AD8993
 AD8993.The orthometric height was determined by differential leveling and
 AD8993.adjusted by the NATIONAL GEODETIC SURVEY
 AD8993.in July 1998.
 AD8993
 AD8993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8993.GEOID18 height accuracy estimate available here.
 AD8993
 AD8993.Click photographs - Photos may exist for this station.
 AD8993
 AD8993.The dynamic height is computed by dividing the NAVD 88
 AD8993.geopotential number by the normal gravity value computed on the
 AD8993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8993.degrees latitude (g = 980.6199 gals.).
 AD8993
 AD8993.The modeled gravity was interpolated from observed gravity values.
 AD8993
 AD8993;                    North         East    Units  Estimated Accuracy
 AD8993;SPC SD N     -   106,670.      334,070.      MT  (+/- 180 meters Scaled)
 AD8993
 AD8993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK299557(NAD 83)
 AD8993
 AD8993                          SUPERSEDED SURVEY CONTROL
 AD8993
 AD8993.No superseded survey control is available for this station.
 AD8993
 AD8993_MARKER: DD = SURVEY DISK
 AD8993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8993_STAMPING: 212-42.98 1995
 AD8993_MARK LOGO: SDDT
 AD8993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8993+STABILITY: SURFACE MOTION
 AD8993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8993+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8993
 AD8993  HISTORY     - Date     Condition        Report By
 AD8993  HISTORY     - 1995     MONUMENTED       SDDT
 AD8993  HISTORY     - 19951116 GOOD             NGS
 AD8993
 AD8993                          STATION DESCRIPTION
 AD8993
 AD8993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8993'6.1 KM (3.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8993'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 66.9 M (219.5 FT) WEST OF
 AD8993'MILEPOST 43, 22.2 M (72.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 6.0
 AD8993'M (19.7 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6
 AD8993'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A
 AD8993'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AD8993'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8982 ***********************************************************************
 AD8982  DESIGNATION -  212 043.90
 AD8982  PID         -  AD8982
 AD8982  STATE/COUNTY-  SD/BUTTE
 AD8982  COUNTRY     -  US
 AD8982  USGS QUAD   -  SCHOEPP FLAT (2017)
 AD8982
 AD8982                         *CURRENT SURVEY CONTROL
 AD8982  ______________________________________________________________________
 AD8982* NAD 83(1986) POSITION- 44 45 04.     (N) 103 20 41.     (W)   SCALED
 AD8982* NAVD 88 ORTHO HEIGHT -   876.084 (meters)     2874.29  (feet) ADJUSTED
 AD8982  ______________________________________________________________________
 AD8982  GEOID HEIGHT    -        -16.534 (meters)                     GEOID18
 AD8982  DYNAMIC HEIGHT  -        875.869 (meters)     2873.58  (feet) COMP
 AD8982  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 AD8982
 AD8982  VERT ORDER      -  FIRST     CLASS II
 AD8982
 AD8982.The horizontal coordinates were scaled from a map and have
 AD8982.an estimated accuracy of +/- 6 seconds.
 AD8982
 AD8982.The orthometric height was determined by differential leveling and
 AD8982.adjusted by the NATIONAL GEODETIC SURVEY
 AD8982.in July 1998.
 AD8982
 AD8982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8982.GEOID18 height accuracy estimate available here.
 AD8982
 AD8982.Click photographs - Photos may exist for this station.
 AD8982
 AD8982.The dynamic height is computed by dividing the NAVD 88
 AD8982.geopotential number by the normal gravity value computed on the
 AD8982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8982.degrees latitude (g = 980.6199 gals.).
 AD8982
 AD8982.The modeled gravity was interpolated from observed gravity values.
 AD8982
 AD8982;                    North         East    Units  Estimated Accuracy
 AD8982;SPC SD N     -   107,460.      335,230.      MT  (+/- 180 meters Scaled)
 AD8982
 AD8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK310566(NAD 83)
 AD8982
 AD8982                          SUPERSEDED SURVEY CONTROL
 AD8982
 AD8982.No superseded survey control is available for this station.
 AD8982
 AD8982_MARKER: DD = SURVEY DISK
 AD8982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8982_STAMPING: 212-43.90 1995
 AD8982_MARK LOGO: SDDT
 AD8982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8982+STABILITY: SURFACE MOTION
 AD8982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8982+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8982
 AD8982  HISTORY     - Date     Condition        Report By
 AD8982  HISTORY     - 1995     MONUMENTED       SDDT
 AD8982  HISTORY     - 19951116 GOOD             NGS
 AD8982
 AD8982                          STATION DESCRIPTION
 AD8982
 AD8982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8982'7.6 KM (4.70 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8982'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 198.0 M (649.6 FT) SOUTHWEST
 AD8982'OF MILEPOST 44, 22.8 M (74.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AD8982'18.0 M (59.1 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING
 AD8982'SOUTHEAST, 7.6 M (24.9 FT) NORTHEAST OF A FENCE CORNER, 1.0 M (3.3 FT)
 AD8982'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 AD8982'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD8982'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8983 ***********************************************************************
 AD8983  DESIGNATION -  212 045.35
 AD8983  PID         -  AD8983
 AD8983  STATE/COUNTY-  SD/BUTTE
 AD8983  COUNTRY     -  US
 AD8983  USGS QUAD   -  SCHOEPP FLAT (2017)
 AD8983
 AD8983                         *CURRENT SURVEY CONTROL
 AD8983  ______________________________________________________________________
 AD8983* NAD 83(1986) POSITION- 44 45 52.28   (N) 103 19 16.21   (W)   HD_HELD1
 AD8983* NAVD 88 ORTHO HEIGHT -   876.524 (meters)     2875.73  (feet) ADJUSTED
 AD8983  ______________________________________________________________________
 AD8983  GEOID HEIGHT    -        -16.586 (meters)                     GEOID18
 AD8983  DYNAMIC HEIGHT  -        876.310 (meters)     2875.03  (feet) COMP
 AD8983  MODELED GRAVITY -    980,343.6   (mgal)                       NAVD 88
 AD8983
 AD8983  VERT ORDER      -  FIRST     CLASS II
 AD8983
 AD8983.The horizontal coordinates were determined by differentially corrected
 AD8983.hand held GPS observations or other comparable positioning techniques
 AD8983.and have an estimated accuracy of +/- 3 meters.
 AD8983
 AD8983.The orthometric height was determined by differential leveling and
 AD8983.adjusted by the NATIONAL GEODETIC SURVEY
 AD8983.in July 1998.
 AD8983
 AD8983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8983.GEOID18 height accuracy estimate available here.
 AD8983
 AD8983.Click photographs - Photos may exist for this station.
 AD8983
 AD8983.The dynamic height is computed by dividing the NAVD 88
 AD8983.geopotential number by the normal gravity value computed on the
 AD8983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8983.degrees latitude (g = 980.6199 gals.).
 AD8983
 AD8983.The modeled gravity was interpolated from observed gravity values.
 AD8983
 AD8983;                    North         East    Units  Estimated Accuracy
 AD8983;SPC SD N     -   108,867.9     337,152.4     MT  (+/- 3 meters HH1 GPS) 
 AD8983
 AD8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3285858163(NAD 83)
 AD8983
 AD8983                          SUPERSEDED SURVEY CONTROL
 AD8983
 AD8983.No superseded survey control is available for this station.
 AD8983
 AD8983_MARKER: Z = SEE DESCRIPTION
 AD8983_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8983_STAMPING: 212-45.35 1995
 AD8983_PROJECTION: FLUSH
 AD8983_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8983+STABILITY: POSITION/ELEVATION WELL
 AD8983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8983+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2025
 AD8983_ROD/PIPE-DEPTH: 6.4 meters
 AD8983_SLEEVE-DEPTH  : 4.0 meters
 AD8983
 AD8983  HISTORY     - Date     Condition        Report By
 AD8983  HISTORY     - 1995     MONUMENTED       SDDT
 AD8983  HISTORY     - 19950930 GOOD             NGS
 AD8983  HISTORY     - 20251202 GOOD             SDDT
 AD8983
 AD8983                          STATION DESCRIPTION
 AD8983
 AD8983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8983'10.0 KM (6.20 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8983'JUNCTION OF STATE HIGHWAY 75 IN NEWELL, 646.0 M (2119.4 FT) EAST OF
 AD8983'MILEPOST 40, 27.4 M (89.9 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.0
 AD8983'M (13.1 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0
 AD8983'M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF
 AD8983'A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0
 AD8983'FT) NORTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AD8983'STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 AD8983'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AD8983'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD8983
 AD8983                          STATION RECOVERY (2025)
 AD8983
 AD8983'RECOVERY NOTE BY SD DEPT OF TRANSP 2025 (JCC)
 AD8983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8975 ***********************************************************************
 AD8975  DESIGNATION -  212 047.99
 AD8975  PID         -  AD8975
 AD8975  STATE/COUNTY-  SD/BUTTE
 AD8975  COUNTRY     -  US
 AD8975  USGS QUAD   -  SCHOEPP FLAT (2017)
 AD8975
 AD8975                         *CURRENT SURVEY CONTROL
 AD8975  ______________________________________________________________________
 AD8975* NAD 83(1986) POSITION- 44 47 14.     (N) 103 16 45.     (W)   SCALED
 AD8975* NAVD 88 ORTHO HEIGHT -   879.041 (meters)     2883.99  (feet) ADJUSTED
 AD8975  ______________________________________________________________________
 AD8975  GEOID HEIGHT    -        -16.677 (meters)                     GEOID18
 AD8975  DYNAMIC HEIGHT  -        878.823 (meters)     2883.27  (feet) COMP
 AD8975  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 AD8975
 AD8975  VERT ORDER      -  FIRST     CLASS II
 AD8975
 AD8975.The horizontal coordinates were scaled from a map and have
 AD8975.an estimated accuracy of +/- 6 seconds.
 AD8975
 AD8975.The orthometric height was determined by differential leveling and
 AD8975.adjusted by the NATIONAL GEODETIC SURVEY
 AD8975.in July 1998.
 AD8975
 AD8975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8975.GEOID18 height accuracy estimate available here.
 AD8975
 AD8975.Click photographs - Photos may exist for this station.
 AD8975
 AD8975.The dynamic height is computed by dividing the NAVD 88
 AD8975.geopotential number by the normal gravity value computed on the
 AD8975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8975.degrees latitude (g = 980.6199 gals.).
 AD8975
 AD8975.The modeled gravity was interpolated from observed gravity values.
 AD8975
 AD8975;                    North         East    Units  Estimated Accuracy
 AD8975;SPC SD N     -   111,250.      340,580.      MT  (+/- 180 meters Scaled)
 AD8975
 AD8975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK361607(NAD 83)
 AD8975
 AD8975                          SUPERSEDED SURVEY CONTROL
 AD8975
 AD8975.No superseded survey control is available for this station.
 AD8975
 AD8975_MARKER: DD = SURVEY DISK
 AD8975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8975_STAMPING: 212-47.99 1995
 AD8975_MARK LOGO: SDDT
 AD8975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8975+STABILITY: SURFACE MOTION
 AD8975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8975+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8975
 AD8975  HISTORY     - Date     Condition        Report By
 AD8975  HISTORY     - 1995     MONUMENTED       SDDT
 AD8975  HISTORY     - 19951116 GOOD             NGS
 AD8975
 AD8975                          STATION DESCRIPTION
 AD8975
 AD8975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8975'14.2 KM (8.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8975'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 58.3 M (191.3 FT) SOUTHWEST OF
 AD8975'MILEPOST 48, 30.3 M (99.4 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.5
 AD8975'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF
 AD8975'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8975'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8992 ***********************************************************************
 AD8992  DESIGNATION -  212 049.00
 AD8992  PID         -  AD8992
 AD8992  STATE/COUNTY-  SD/BUTTE
 AD8992  COUNTRY     -  US
 AD8992  USGS QUAD   -  SCHOEPP FLAT (2017)
 AD8992
 AD8992                         *CURRENT SURVEY CONTROL
 AD8992  ______________________________________________________________________
 AD8992* NAD 83(1986) POSITION- 44 47 46.     (N) 103 15 43.     (W)   SCALED
 AD8992* NAVD 88 ORTHO HEIGHT -   895.972 (meters)     2939.53  (feet) ADJUSTED
 AD8992  ______________________________________________________________________
 AD8992  GEOID HEIGHT    -        -16.715 (meters)                     GEOID18
 AD8992  DYNAMIC HEIGHT  -        895.747 (meters)     2938.80  (feet) COMP
 AD8992  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 AD8992
 AD8992  VERT ORDER      -  FIRST     CLASS II
 AD8992
 AD8992.The horizontal coordinates were scaled from a map and have
 AD8992.an estimated accuracy of +/- 6 seconds.
 AD8992
 AD8992.The orthometric height was determined by differential leveling and
 AD8992.adjusted by the NATIONAL GEODETIC SURVEY
 AD8992.in July 1998.
 AD8992
 AD8992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8992.GEOID18 height accuracy estimate available here.
 AD8992
 AD8992.Click photographs - Photos may exist for this station.
 AD8992
 AD8992.The dynamic height is computed by dividing the NAVD 88
 AD8992.geopotential number by the normal gravity value computed on the
 AD8992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8992.degrees latitude (g = 980.6199 gals.).
 AD8992
 AD8992.The modeled gravity was interpolated from observed gravity values.
 AD8992
 AD8992;                    North         East    Units  Estimated Accuracy
 AD8992;SPC SD N     -   112,190.      341,980.      MT  (+/- 180 meters Scaled)
 AD8992
 AD8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK374617(NAD 83)
 AD8992
 AD8992                          SUPERSEDED SURVEY CONTROL
 AD8992
 AD8992.No superseded survey control is available for this station.
 AD8992
 AD8992_MARKER: DD = SURVEY DISK
 AD8992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8992_STAMPING: 212-49.00 1995
 AD8992_MARK LOGO: SDDT
 AD8992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8992+STABILITY: SURFACE MOTION
 AD8992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8992+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8992
 AD8992  HISTORY     - Date     Condition        Report By
 AD8992  HISTORY     - 1995     MONUMENTED       SDDT
 AD8992  HISTORY     - 19951116 GOOD             NGS
 AD8992
 AD8992                          STATION DESCRIPTION
 AD8992
 AD8992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8992'15.4 KM (9.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8992'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 39.6 M (129.9 FT) NORTHWEST OF
 AD8992'MILEPOST 49, 28.1 M (92.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.5
 AD8992'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 AD8992'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 AD8992'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8991 ***********************************************************************
 AD8991  DESIGNATION -  212 050.00
 AD8991  PID         -  AD8991
 AD8991  STATE/COUNTY-  SD/BUTTE
 AD8991  COUNTRY     -  US
 AD8991  USGS QUAD   -  OWL BUTTE (2017)
 AD8991
 AD8991                         *CURRENT SURVEY CONTROL
 AD8991  ______________________________________________________________________
 AD8991* NAD 83(1986) POSITION- 44 48 16.84   (N) 103 14 43.89   (W)   HD_HELD1
 AD8991* NAVD 88 ORTHO HEIGHT -   904.456 (meters)     2967.37  (feet) ADJUSTED
 AD8991  ______________________________________________________________________
 AD8991  GEOID HEIGHT    -        -16.752 (meters)                     GEOID18
 AD8991  DYNAMIC HEIGHT  -        904.227 (meters)     2966.62  (feet) COMP
 AD8991  MODELED GRAVITY -    980,333.0   (mgal)                       NAVD 88
 AD8991
 AD8991  VERT ORDER      -  FIRST     CLASS II
 AD8991
 AD8991.The horizontal coordinates were determined by differentially corrected
 AD8991.hand held GPS observations or other comparable positioning techniques
 AD8991.and have an estimated accuracy of +/- 3 meters.
 AD8991
 AD8991.The orthometric height was determined by differential leveling and
 AD8991.adjusted by the NATIONAL GEODETIC SURVEY
 AD8991.in July 1998.
 AD8991
 AD8991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8991.GEOID18 height accuracy estimate available here.
 AD8991
 AD8991.Click photographs - Photos may exist for this station.
 AD8991
 AD8991.The dynamic height is computed by dividing the NAVD 88
 AD8991.geopotential number by the normal gravity value computed on the
 AD8991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8991.degrees latitude (g = 980.6199 gals.).
 AD8991
 AD8991.The modeled gravity was interpolated from observed gravity values.
 AD8991
 AD8991;                    North         East    Units  Estimated Accuracy
 AD8991;SPC SD N     -   113,083.7     343,314.7     MT  (+/- 3 meters HH1 GPS) 
 AD8991
 AD8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3874862750(NAD 83)
 AD8991
 AD8991                          SUPERSEDED SURVEY CONTROL
 AD8991
 AD8991.No superseded survey control is available for this station.
 AD8991
 AD8991_MARKER: Z = SEE DESCRIPTION
 AD8991_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8991_STAMPING: 212-50.00 1995
 AD8991_PROJECTION: FLUSH
 AD8991_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8991+STABILITY: POSITION/ELEVATION WELL
 AD8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8991+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2025
 AD8991_ROD/PIPE-DEPTH: 6.4 meters
 AD8991_SLEEVE-DEPTH  : 4.0 meters
 AD8991
 AD8991  HISTORY     - Date     Condition        Report By
 AD8991  HISTORY     - 1995     MONUMENTED       SDDT
 AD8991  HISTORY     - 19950930 GOOD             NGS
 AD8991  HISTORY     - 20251202 GOOD             SDDT
 AD8991
 AD8991                          STATION DESCRIPTION
 AD8991
 AD8991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8991'17.4 KM (10.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8991'JUNCTION OF STATE HIGHWAY 75 IN NEWELL, 22.0 M (72.2 FT) SOUTHEAST OF
 AD8991'THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) SOUTHEAST OF MILEPOST 50, 0.6
 AD8991'M (2.0 FT) NORTHWEST OF A FENCE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 AD8991'POST, AND 0.4 M (1.3 FT) SOUTHEAST OF A METAL GUARD POST. NOTE--THE
 AD8991'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP
 AD8991'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AD8991'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AD8991'CAP.
 AD8991
 AD8991                          STATION RECOVERY (2025)
 AD8991
 AD8991'RECOVERY NOTE BY SD DEPT OF TRANSP 2025 (JCC)
 AD8991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8990 ***********************************************************************
 AD8990  DESIGNATION -  212 052.00
 AD8990  PID         -  AD8990
 AD8990  STATE/COUNTY-  SD/BUTTE
 AD8990  COUNTRY     -  US
 AD8990  USGS QUAD   -  OWL BUTTE (2017)
 AD8990
 AD8990                         *CURRENT SURVEY CONTROL
 AD8990  ______________________________________________________________________
 AD8990* NAD 83(1986) POSITION- 44 49 21.     (N) 103 12 50.     (W)   SCALED
 AD8990* NAVD 88 ORTHO HEIGHT -   926.734 (meters)     3040.46  (feet) ADJUSTED
 AD8990  ______________________________________________________________________
 AD8990  GEOID HEIGHT    -        -16.823 (meters)                     GEOID18
 AD8990  DYNAMIC HEIGHT  -        926.495 (meters)     3039.68  (feet) COMP
 AD8990  MODELED GRAVITY -    980,327.3   (mgal)                       NAVD 88
 AD8990
 AD8990  VERT ORDER      -  FIRST     CLASS II
 AD8990
 AD8990.The horizontal coordinates were scaled from a map and have
 AD8990.an estimated accuracy of +/- 6 seconds.
 AD8990
 AD8990.The orthometric height was determined by differential leveling and
 AD8990.adjusted by the NATIONAL GEODETIC SURVEY
 AD8990.in July 1998.
 AD8990
 AD8990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8990.GEOID18 height accuracy estimate available here.
 AD8990
 AD8990.Click photographs - Photos may exist for this station.
 AD8990
 AD8990.The dynamic height is computed by dividing the NAVD 88
 AD8990.geopotential number by the normal gravity value computed on the
 AD8990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8990.degrees latitude (g = 980.6199 gals.).
 AD8990
 AD8990.The modeled gravity was interpolated from observed gravity values.
 AD8990
 AD8990;                    North         East    Units  Estimated Accuracy
 AD8990;SPC SD N     -   114,960.      345,890.      MT  (+/- 180 meters Scaled)
 AD8990
 AD8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK412647(NAD 83)
 AD8990
 AD8990                          SUPERSEDED SURVEY CONTROL
 AD8990
 AD8990.No superseded survey control is available for this station.
 AD8990
 AD8990_MARKER: DB = BENCH MARK DISK
 AD8990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8990_STAMPING: 212-52.00 1995
 AD8990_MARK LOGO: SDDT
 AD8990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8990+STABILITY: SURFACE MOTION
 AD8990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8990+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8990
 AD8990  HISTORY     - Date     Condition        Report By
 AD8990  HISTORY     - 1995     MONUMENTED       SDDT
 AD8990  HISTORY     - 19951116 GOOD             NGS
 AD8990
 AD8990                          STATION DESCRIPTION
 AD8990
 AD8990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8990'20.6 KM (12.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8990'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 33.8 M (110.9 FT) NORTHWEST OF
 AD8990'MILEPOST 52, 22.6 M (74.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.0
 AD8990'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF
 AD8990'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AD8990'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7931 ***********************************************************************
 AC7931  CBN         -  This is a Cooperative Base Network Control Station.
 AC7931  DESIGNATION -  212 055.48
 AC7931  PID         -  AC7931
 AC7931  STATE/COUNTY-  SD/BUTTE
 AC7931  COUNTRY     -  US
 AC7931  USGS QUAD   -  OWL BUTTE (2017)
 AC7931
 AC7931                         *CURRENT SURVEY CONTROL
 AC7931  ______________________________________________________________________
 AC7931* NAD 83(2011) POSITION- 44 51 10.03348(N) 103 09 25.31989(W)   ADJUSTED
 AC7931* NAD 83(2011) ELLIP HT-   883.865 (meters)        (06/27/12)   ADJUSTED
 AC7931* NAD 83(2011) EPOCH   -  2010.00
 AC7931* NAVD 88 ORTHO HEIGHT -   900.834 (meters)     2955.49  (feet) ADJUSTED
 AC7931  ______________________________________________________________________
 AC7931  GEOID HEIGHT    -        -16.961 (meters)                     GEOID18
 AC7931  NAD 83(2011) X  - -1,031,069.627 (meters)                     COMP
 AC7931  NAD 83(2011) Y  - -4,410,863.674 (meters)                     COMP
 AC7931  NAD 83(2011) Z  -  4,476,388.798 (meters)                     COMP
 AC7931  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 AC7931  DYNAMIC HEIGHT  -        900.612 (meters)     2954.76  (feet) COMP
 AC7931  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 AC7931
 AC7931  VERT ORDER      -  FIRST     CLASS II
 AC7931
 AC7931  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7931  Standards:
 AC7931         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7931            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7931  -------------------------------------------------------------------
 AC7931  NETWORK    1.31   3.88           0.61   0.43   1.98     -0.09824354
 AC7931  -------------------------------------------------------------------
 AC7931  Click here for local accuracies and other accuracy information.
 AC7931
 AC7931.The horizontal coordinates were established by GPS observations
 AC7931.and adjusted by the National Geodetic Survey in June 2012.
 AC7931
 AC7931.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7931.been affixed to the stable North American tectonic plate. See 
 AC7931.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7931
 AC7931.The horizontal coordinates are valid at the epoch date displayed above
 AC7931.which is a decimal equivalence of Year/Month/Day.
 AC7931
 AC7931.The orthometric height was determined by differential leveling and
 AC7931.adjusted by the NATIONAL GEODETIC SURVEY
 AC7931.in July 1998.
 AC7931
 AC7931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7931.GEOID18 height accuracy estimate available here.
 AC7931
 AC7931.Click photographs - Photos may exist for this station.
 AC7931
 AC7931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7931
 AC7931.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7931
 AC7931.The ellipsoidal height was determined by GPS observations
 AC7931.and is referenced to NAD 83.
 AC7931
 AC7931.The dynamic height is computed by dividing the NAVD 88
 AC7931.geopotential number by the normal gravity value computed on the
 AC7931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7931.degrees latitude (g = 980.6199 gals.).
 AC7931
 AC7931.The modeled gravity was interpolated from observed gravity values.
 AC7931
 AC7931. The following values were computed from the NAD 83(2011) position.
 AC7931
 AC7931;                    North         East     Units Scale Factor Converg.
 AC7931;SPC SD N     -   118,148.896   350,518.274   MT  0.99994508   -2 14 03.7
 AC7931;SPC SD N     -   387,626.84  1,149,992.04   sFT  0.99994508   -2 14 03.7
 AC7931;UTM  13      - 4,968,249.253   645,625.606   MT  0.99986078   +1 18 00.2
 AC7931
 AC7931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7931!SPC SD N     -   0.99986144  x   0.99994508  =   0.99980653
 AC7931!UTM  13      -   0.99986144  x   0.99986078  =   0.99972224
 AC7931
 AC7931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4562568249(NAD 83)
 AC7931
 AC7931                          SUPERSEDED SURVEY CONTROL
 AC7931
 AC7931  NAD 83(2007)-  44 51 10.03336(N)    103 09 25.32103(W) AD(2002.00) 0
 AC7931  ELLIP H (02/10/07)  883.894  (m)                       GP(2002.00)    
 AC7931  ELLIP H (04/15/04)  883.892  (m)                       GP(       ) 2 1
 AC7931  NAD 83(1996)-  44 51 10.03266(N)    103 09 25.32095(W) AD(       ) B
 AC7931  ELLIP H (04/18/97)  883.958  (m)                       GP(       ) 4 1
 AC7931  NAVD 88 (04/18/97)  900.8    (m)  GEOID96  model used  GPS OBS        
 AC7931
 AC7931.Superseded values are not recommended for survey control.
 AC7931
 AC7931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7931.See file dsdata.pdf to determine how the superseded data were derived.
 AC7931
 AC7931_MARKER: P = PIPE CAP
 AC7931_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7931_STAMPING: 212-55.48 1995
 AC7931_MARK LOGO: NGS
 AC7931_PROJECTION: FLUSH
 AC7931_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7931+STABILITY: POSITION/ELEVATION WELL
 AC7931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7931+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2019
 AC7931_ROD/PIPE-DEPTH: 6.4 meters
 AC7931_SLEEVE-DEPTH  : 1.8 meters
 AC7931
 AC7931  HISTORY     - Date     Condition        Report By
 AC7931  HISTORY     - 1995     MONUMENTED       SDDT
 AC7931  HISTORY     - 19950930 GOOD             NGS
 AC7931  HISTORY     - 19960828 GOOD             NGS
 AC7931  HISTORY     - 20190819 GOOD             SDDT
 AC7931
 AC7931                          STATION DESCRIPTION
 AC7931
 AC7931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC7931'26.3 KM (16.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AC7931'JUNCTION OF STATE HIGHWAY 75 IN NEWELL, 826.0 M (2710.0 FT) SOUTHWEST
 AC7931'OF MILEPOST 56, 33.4 M (109.6 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AC7931'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 AC7931'SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND
 AC7931'0.3 M (1.0 FT) NORTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT
 AC7931'IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS
 AC7931'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AC7931'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7931
 AC7931                          STATION RECOVERY (1996)
 AC7931
 AC7931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7931'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTHEAST OF NEWELL AND
 AC7931'18.0 MI (29.0 KM) SOUTH OF MUD BUTTE, ON U.S. HIGHWAY 212.
 AC7931'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7931'POST OFFICE IN NEWELL, GO NORTH ON GIRARD STREET FOR 0.4 MI (0.6 KM)
 AC7931'TO THE JUNCTION OF U.S. HIGHWAY 212, TURN RIGHT AND GO EAST ON U.S.
 AC7931'HIGHWAY 212 FOR 16.1 MI (25.9 KM) TO THE STATION ON THE LEFT.  THE
 AC7931'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7931'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7931'LOCATED 99.0 FT (30.2 M) NORTH OF THE HIGHWAY CENTER, 10.0 FT (3.0 M)
 AC7931'WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 1.0 FT (0.3 M) SOUTH OF A
 AC7931'WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) NORTH OF A METAL GUARD
 AC7931'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7931'AND THEN A 4-INCH PVC CAP.
 AC7931
 AC7931                          STATION RECOVERY (2019)
 AC7931
 AC7931'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 AC7931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8989 ***********************************************************************
 AD8989  CBN         -  This is a Cooperative Base Network Control Station.
 AD8989  DESIGNATION -  212 060.50
 AD8989  PID         -  AD8989
 AD8989  STATE/COUNTY-  SD/BUTTE
 AD8989  COUNTRY     -  US
 AD8989  USGS QUAD   -  OWL BUTTE NE (2017)
 AD8989
 AD8989                         *CURRENT SURVEY CONTROL
 AD8989  ______________________________________________________________________
 AD8989* NAD 83(2011) POSITION- 44 53 47.31861(N) 103 04 31.21335(W)   ADJUSTED
 AD8989* NAD 83(2011) ELLIP HT-   847.414 (meters)        (06/27/12)   ADJUSTED
 AD8989* NAD 83(2011) EPOCH   -  2010.00
 AD8989* NAVD 88 ORTHO HEIGHT -   864.523 (meters)     2836.36  (feet) ADJUSTED
 AD8989  ______________________________________________________________________
 AD8989  GEOID HEIGHT    -        -17.114 (meters)                     GEOID18
 AD8989  NAD 83(2011) X  - -1,023,998.321 (meters)                     COMP
 AD8989  NAD 83(2011) Y  - -4,408,966.883 (meters)                     COMP
 AD8989  NAD 83(2011) Z  -  4,479,804.250 (meters)                     COMP
 AD8989  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 AD8989  DYNAMIC HEIGHT  -        864.323 (meters)     2835.70  (feet) COMP
 AD8989  MODELED GRAVITY -    980,356.2   (mgal)                       NAVD 88
 AD8989
 AD8989  VERT ORDER      -  FIRST     CLASS II
 AD8989
 AD8989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8989  Standards:
 AD8989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8989  -------------------------------------------------------------------
 AD8989  NETWORK    0.71   1.45           0.33   0.23   0.74     -0.06285990
 AD8989  -------------------------------------------------------------------
 AD8989  Click here for local accuracies and other accuracy information.
 AD8989
 AD8989.The horizontal coordinates were established by GPS observations
 AD8989.and adjusted by the National Geodetic Survey in June 2012.
 AD8989
 AD8989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8989.been affixed to the stable North American tectonic plate. See 
 AD8989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8989
 AD8989.The horizontal coordinates are valid at the epoch date displayed above
 AD8989.which is a decimal equivalence of Year/Month/Day.
 AD8989
 AD8989.The orthometric height was determined by differential leveling and
 AD8989.adjusted by the NATIONAL GEODETIC SURVEY
 AD8989.in July 1998.
 AD8989
 AD8989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8989.GEOID18 height accuracy estimate available here.
 AD8989
 AD8989.Click photographs - Photos may exist for this station.
 AD8989
 AD8989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8989
 AD8989.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8989
 AD8989.The ellipsoidal height was determined by GPS observations
 AD8989.and is referenced to NAD 83.
 AD8989
 AD8989.The dynamic height is computed by dividing the NAVD 88
 AD8989.geopotential number by the normal gravity value computed on the
 AD8989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8989.degrees latitude (g = 980.6199 gals.).
 AD8989
 AD8989.The modeled gravity was interpolated from observed gravity values.
 AD8989
 AD8989. The following values were computed from the NAD 83(2011) position.
 AD8989
 AD8989;                    North         East     Units Scale Factor Converg.
 AD8989;SPC SD N     -   122,751.889   357,155.487   MT  0.99994274   -2 10 35.5
 AD8989;SPC SD N     -   402,728.49  1,171,767.63   sFT  0.99994274   -2 10 35.5
 AD8989;UTM  13      - 4,973,252.350   651,965.939   MT  0.99988398   +1 21 31.5
 AD8989
 AD8989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8989!SPC SD N     -   0.99986715  x   0.99994274  =   0.99980990
 AD8989!UTM  13      -   0.99986715  x   0.99988398  =   0.99975115
 AD8989
 AD8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5196573252(NAD 83)
 AD8989
 AD8989                          SUPERSEDED SURVEY CONTROL
 AD8989
 AD8989  NAD 83(2007)-  44 53 47.31850(N)    103 04 31.21451(W) AD(2002.00) 0
 AD8989  ELLIP H (02/10/07)  847.442  (m)                       GP(2002.00)    
 AD8989  NAD 83(1993)-  44 53 47.31794(N)    103 04 31.21449(W) AD(       ) A
 AD8989  ELLIP H (06/23/03)  847.432  (m)                       GP(       ) 3 1
 AD8989  NAVD 88             864.52   (m)         2836.3    (f) LEVELING    3  
 AD8989
 AD8989.Superseded values are not recommended for survey control.
 AD8989
 AD8989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8989.See file dsdata.pdf to determine how the superseded data were derived.
 AD8989
 AD8989_MARKER: P = PIPE CAP
 AD8989_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8989_STAMPING: 212-60.50 1995
 AD8989_MARK LOGO: NGS
 AD8989_PROJECTION: FLUSH
 AD8989_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8989+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2019
 AD8989_ROD/PIPE-DEPTH: 6.40 meters
 AD8989_SLEEVE-DEPTH  : 4.00 meters
 AD8989
 AD8989  HISTORY     - Date     Condition        Report By
 AD8989  HISTORY     - 1995     MONUMENTED       SDDT
 AD8989  HISTORY     - 19950930 GOOD             NGS
 AD8989  HISTORY     - 20020514 GOOD             SDDT
 AD8989  HISTORY     - 20190819 GOOD             SDDT
 AD8989
 AD8989                          STATION DESCRIPTION
 AD8989
 AD8989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8989'20.0 KM (12.40 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8989'OFFICE IN MUD BUTTE, 812.0 M (2664.0 FT) SOUTHWEST OF MILEPOST 61,
 AD8989'30.2 M (99.1 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 AD8989'0.4 M (1.3 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A
 AD8989'WITNESS POST, AND 0.3 M (1.0 FT) NORTHWEST OF A METAL GUARD POST.
 AD8989'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON
 AD8989'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AD8989'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD8989'THROUGH A 4-INCH PVC CAP.
 AD8989
 AD8989                          STATION RECOVERY (2002)
 AD8989
 AD8989'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AD8989'RECOVERED AS DESCRIBED
 AD8989'
 AD8989
 AD8989                          STATION RECOVERY (2019)
 AD8989
 AD8989'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 AD8989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8988 ***********************************************************************
 AD8988  DESIGNATION -  212 065.45
 AD8988  PID         -  AD8988
 AD8988  STATE/COUNTY-  SD/BUTTE
 AD8988  COUNTRY     -  US
 AD8988  USGS QUAD   -  CAMP CREEK (2017)
 AD8988
 AD8988                         *CURRENT SURVEY CONTROL
 AD8988  ______________________________________________________________________
 AD8988* NAD 83(1986) POSITION- 44 56 04.50   (N) 102 59 24.19   (W)   HD_HELD1
 AD8988* NAVD 88 ORTHO HEIGHT -   841.372 (meters)     2760.40  (feet) ADJUSTED
 AD8988  ______________________________________________________________________
 AD8988  GEOID HEIGHT    -        -17.244 (meters)                     GEOID18
 AD8988  DYNAMIC HEIGHT  -        841.189 (meters)     2759.80  (feet) COMP
 AD8988  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 AD8988
 AD8988  VERT ORDER      -  FIRST     CLASS II
 AD8988
 AD8988.The horizontal coordinates were determined by differentially corrected
 AD8988.hand held GPS observations or other comparable positioning techniques
 AD8988.and have an estimated accuracy of +/- 3 meters.
 AD8988
 AD8988.The orthometric height was determined by differential leveling and
 AD8988.adjusted by the NATIONAL GEODETIC SURVEY
 AD8988.in July 1998.
 AD8988
 AD8988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8988.GEOID18 height accuracy estimate available here.
 AD8988
 AD8988.Click photographs - Photos may exist for this station.
 AD8988
 AD8988.The dynamic height is computed by dividing the NAVD 88
 AD8988.geopotential number by the normal gravity value computed on the
 AD8988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8988.degrees latitude (g = 980.6199 gals.).
 AD8988
 AD8988.The modeled gravity was interpolated from observed gravity values.
 AD8988
 AD8988;                    North         East    Units  Estimated Accuracy
 AD8988;SPC SD N     -   126,731.2     364,043.2     MT  (+/- 3 meters HH1 GPS) 
 AD8988
 AD8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5859477648(NAD 83)
 AD8988
 AD8988                          SUPERSEDED SURVEY CONTROL
 AD8988
 AD8988.No superseded survey control is available for this station.
 AD8988
 AD8988_MARKER: Z = SEE DESCRIPTION
 AD8988_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8988_STAMPING: 212-65.45 1995
 AD8988_PROJECTION: FLUSH
 AD8988_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8988+STABILITY: POSITION/ELEVATION WELL
 AD8988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8988+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD8988_ROD/PIPE-DEPTH: 6.4 meters
 AD8988_SLEEVE-DEPTH  : 4.0 meters
 AD8988
 AD8988  HISTORY     - Date     Condition        Report By
 AD8988  HISTORY     - 1995     MONUMENTED       SDDT
 AD8988  HISTORY     - 19950930 GOOD             NGS
 AD8988
 AD8988                          STATION DESCRIPTION
 AD8988
 AD8988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8988'11.9 KM (7.40 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8988'OFFICE IN MUD BUTTE, 769.0 M (2523.0 FT) NORTHEAST OF MILEPOST 65,
 AD8988'22.3 M (73.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AD8988'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHWEST OF A FENCE,
 AD8988'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AD8988'SOUTHEAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AD8988'STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1
 AD8988'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AD8988'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8987 ***********************************************************************
 AD8987  DESIGNATION -  212 066.45
 AD8987  PID         -  AD8987
 AD8987  STATE/COUNTY-  SD/BUTTE
 AD8987  COUNTRY     -  US
 AD8987  USGS QUAD   -  CAMP CREEK (2017)
 AD8987
 AD8987                         *CURRENT SURVEY CONTROL
 AD8987  ______________________________________________________________________
 AD8987* NAD 83(1986) POSITION- 44 56 30.     (N) 102 58 24.     (W)   SCALED
 AD8987* NAVD 88 ORTHO HEIGHT -   840.155 (meters)     2756.41  (feet) ADJUSTED
 AD8987  ______________________________________________________________________
 AD8987  GEOID HEIGHT    -        -17.270 (meters)                     GEOID18
 AD8987  DYNAMIC HEIGHT  -        839.973 (meters)     2755.81  (feet) COMP
 AD8987  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 AD8987
 AD8987  VERT ORDER      -  FIRST     CLASS II
 AD8987
 AD8987.The horizontal coordinates were scaled from a map and have
 AD8987.an estimated accuracy of +/- 6 seconds.
 AD8987
 AD8987.The orthometric height was determined by differential leveling and
 AD8987.adjusted by the NATIONAL GEODETIC SURVEY
 AD8987.in July 1998.
 AD8987
 AD8987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8987.GEOID18 height accuracy estimate available here.
 AD8987
 AD8987.Click photographs - Photos may exist for this station.
 AD8987
 AD8987.The dynamic height is computed by dividing the NAVD 88
 AD8987.geopotential number by the normal gravity value computed on the
 AD8987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8987.degrees latitude (g = 980.6199 gals.).
 AD8987
 AD8987.The modeled gravity was interpolated from observed gravity values.
 AD8987
 AD8987;                    North         East    Units  Estimated Accuracy
 AD8987;SPC SD N     -   127,470.      365,390.      MT  (+/- 180 meters Scaled)
 AD8987
 AD8987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK598784(NAD 83)
 AD8987
 AD8987                          SUPERSEDED SURVEY CONTROL
 AD8987
 AD8987.No superseded survey control is available for this station.
 AD8987
 AD8987_MARKER: DD = SURVEY DISK
 AD8987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8987_STAMPING: 212-66.45
 AD8987_MARK LOGO: SDDT
 AD8987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8987+STABILITY: SURFACE MOTION
 AD8987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8987+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8987
 AD8987  HISTORY     - Date     Condition        Report By
 AD8987  HISTORY     - 1995     MONUMENTED       SDDT
 AD8987  HISTORY     - 19951116 GOOD             NGS
 AD8987
 AD8987                          STATION DESCRIPTION
 AD8987
 AD8987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8987'10.4 KM (6.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8987'OFFICE IN MUD BUTTE, 707.0 M (2319.5 FT) NORTHEAST OF MILEPOST 66,
 AD8987'22.6 M (74.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.7 M (44.9 FT)
 AD8987'NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHEAST TO A RANCH,
 AD8987'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AD8987'NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 AD8987'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8986 ***********************************************************************
 AD8986  DESIGNATION -  212 067.30
 AD8986  PID         -  AD8986
 AD8986  STATE/COUNTY-  SD/BUTTE
 AD8986  COUNTRY     -  US
 AD8986  USGS QUAD   -  CAMP CREEK (2017)
 AD8986
 AD8986                         *CURRENT SURVEY CONTROL
 AD8986  ______________________________________________________________________
 AD8986* NAD 83(1986) POSITION- 44 57 03.     (N) 102 57 34.     (W)   SCALED
 AD8986* NAVD 88 ORTHO HEIGHT -   834.910 (meters)     2739.20  (feet) ADJUSTED
 AD8986  ______________________________________________________________________
 AD8986  GEOID HEIGHT    -        -17.294 (meters)                     GEOID18
 AD8986  DYNAMIC HEIGHT  -        834.730 (meters)     2738.61  (feet) COMP
 AD8986  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 AD8986
 AD8986  VERT ORDER      -  FIRST     CLASS II
 AD8986
 AD8986.The horizontal coordinates were scaled from a map and have
 AD8986.an estimated accuracy of +/- 6 seconds.
 AD8986
 AD8986.The orthometric height was determined by differential leveling and
 AD8986.adjusted by the NATIONAL GEODETIC SURVEY
 AD8986.in July 1998.
 AD8986
 AD8986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8986.GEOID18 height accuracy estimate available here.
 AD8986
 AD8986.Click photographs - Photos may exist for this station.
 AD8986
 AD8986.The dynamic height is computed by dividing the NAVD 88
 AD8986.geopotential number by the normal gravity value computed on the
 AD8986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8986.degrees latitude (g = 980.6199 gals.).
 AD8986
 AD8986.The modeled gravity was interpolated from observed gravity values.
 AD8986
 AD8986;                    North         East    Units  Estimated Accuracy
 AD8986;SPC SD N     -   128,450.      366,520.      MT  (+/- 180 meters Scaled)
 AD8986
 AD8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK609795(NAD 83)
 AD8986
 AD8986                          SUPERSEDED SURVEY CONTROL
 AD8986
 AD8986.No superseded survey control is available for this station.
 AD8986
 AD8986_MARKER: DD = SURVEY DISK
 AD8986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8986_STAMPING: 212-67.30 1995
 AD8986_MARK LOGO: SDDT
 AD8986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8986+STABILITY: SURFACE MOTION
 AD8986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8986+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8986
 AD8986  HISTORY     - Date     Condition        Report By
 AD8986  HISTORY     - 1995     MONUMENTED       SDDT
 AD8986  HISTORY     - 19951116 GOOD             NGS
 AD8986
 AD8986                          STATION DESCRIPTION
 AD8986
 AD8986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8986'9.0 KM (5.60 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8986'OFFICE IN MUD BUTTE, 499.0 M (1637.1 FT) NORTHEAST OF MILEPOST 67,
 AD8986'183.0 M (600.4 FT) SOUTHWEST OF THE MEADE COUNTY LINE, 22.6 M (74.1
 AD8986'FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT)
 AD8986'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 AD8986'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8985 ***********************************************************************
 AD8985  DESIGNATION -  212 068.47
 AD8985  PID         -  AD8985
 AD8985  STATE/COUNTY-  SD/MEADE
 AD8985  COUNTRY     -  US
 AD8985  USGS QUAD   -  CAMP CREEK (2017)
 AD8985
 AD8985                         *CURRENT SURVEY CONTROL
 AD8985  ______________________________________________________________________
 AD8985* NAD 83(1986) POSITION- 44 57 42.     (N) 102 56 34.     (W)   SCALED
 AD8985* NAVD 88 ORTHO HEIGHT -   847.108 (meters)     2779.22  (feet) ADJUSTED
 AD8985  ______________________________________________________________________
 AD8985  GEOID HEIGHT    -        -17.321 (meters)                     GEOID18
 AD8985  DYNAMIC HEIGHT  -        846.926 (meters)     2778.62  (feet) COMP
 AD8985  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 AD8985
 AD8985  VERT ORDER      -  FIRST     CLASS II
 AD8985
 AD8985.The horizontal coordinates were scaled from a map and have
 AD8985.an estimated accuracy of +/- 6 seconds.
 AD8985
 AD8985.The orthometric height was determined by differential leveling and
 AD8985.adjusted by the NATIONAL GEODETIC SURVEY
 AD8985.in July 1998.
 AD8985
 AD8985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8985.GEOID18 height accuracy estimate available here.
 AD8985
 AD8985.Click photographs - Photos may exist for this station.
 AD8985
 AD8985.The dynamic height is computed by dividing the NAVD 88
 AD8985.geopotential number by the normal gravity value computed on the
 AD8985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8985.degrees latitude (g = 980.6199 gals.).
 AD8985
 AD8985.The modeled gravity was interpolated from observed gravity values.
 AD8985
 AD8985;                    North         East    Units  Estimated Accuracy
 AD8985;SPC SD N     -   129,600.      367,880.      MT  (+/- 180 meters Scaled)
 AD8985
 AD8985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK622807(NAD 83)
 AD8985
 AD8985                          SUPERSEDED SURVEY CONTROL
 AD8985
 AD8985.No superseded survey control is available for this station.
 AD8985
 AD8985_MARKER: DD = SURVEY DISK
 AD8985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8985_STAMPING: 212-68.47 1995
 AD8985_MARK LOGO: SDDT
 AD8985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8985+STABILITY: SURFACE MOTION
 AD8985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8985+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8985
 AD8985  HISTORY     - Date     Condition        Report By
 AD8985  HISTORY     - 1995     MONUMENTED       SDDT
 AD8985  HISTORY     - 19951116 GOOD             NGS
 AD8985
 AD8985                          STATION DESCRIPTION
 AD8985
 AD8985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8985'7.1 KM (4.40 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8985'OFFICE IN MUD BUTTE, 757.0 M (2483.6 FT) NORTHEAST OF MILEPOST 68,
 AD8985'30.0 M (98.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AD8985'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 AD8985'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD8985'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8974 ***********************************************************************
 AD8974  DESIGNATION -  212 069.20
 AD8974  PID         -  AD8974
 AD8974  STATE/COUNTY-  SD/MEADE
 AD8974  COUNTRY     -  US
 AD8974  USGS QUAD   -  CAMP CREEK (2017)
 AD8974
 AD8974                         *CURRENT SURVEY CONTROL
 AD8974  ______________________________________________________________________
 AD8974* NAD 83(1986) POSITION- 44 58 08.     (N) 102 55 59.     (W)   SCALED
 AD8974* NAVD 88 ORTHO HEIGHT -   841.933 (meters)     2762.24  (feet) ADJUSTED
 AD8974  ______________________________________________________________________
 AD8974  GEOID HEIGHT    -        -17.337 (meters)                     GEOID18
 AD8974  DYNAMIC HEIGHT  -        841.752 (meters)     2761.65  (feet) COMP
 AD8974  MODELED GRAVITY -    980,373.7   (mgal)                       NAVD 88
 AD8974
 AD8974  VERT ORDER      -  FIRST     CLASS II
 AD8974
 AD8974.The horizontal coordinates were scaled from a map and have
 AD8974.an estimated accuracy of +/- 6 seconds.
 AD8974
 AD8974.The orthometric height was determined by differential leveling and
 AD8974.adjusted by the NATIONAL GEODETIC SURVEY
 AD8974.in July 1998.
 AD8974
 AD8974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8974.GEOID18 height accuracy estimate available here.
 AD8974
 AD8974.Click photographs - Photos may exist for this station.
 AD8974
 AD8974.The dynamic height is computed by dividing the NAVD 88
 AD8974.geopotential number by the normal gravity value computed on the
 AD8974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8974.degrees latitude (g = 980.6199 gals.).
 AD8974
 AD8974.The modeled gravity was interpolated from observed gravity values.
 AD8974
 AD8974;                    North         East    Units  Estimated Accuracy
 AD8974;SPC SD N     -   130,380.      368,680.      MT  (+/- 180 meters Scaled)
 AD8974
 AD8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK629815(NAD 83)
 AD8974
 AD8974                          SUPERSEDED SURVEY CONTROL
 AD8974
 AD8974.No superseded survey control is available for this station.
 AD8974
 AD8974_MARKER: DB = BENCH MARK DISK
 AD8974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8974_STAMPING: 212-69.20 1995
 AD8974_MARK LOGO: SDDT
 AD8974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8974+STABILITY: SURFACE MOTION
 AD8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8974+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8974
 AD8974  HISTORY     - Date     Condition        Report By
 AD8974  HISTORY     - 1995     MONUMENTED       SDDT
 AD8974  HISTORY     - 19951116 GOOD             NGS
 AD8974
 AD8974                          STATION DESCRIPTION
 AD8974
 AD8974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8974'6.0 KM (3.70 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8974'OFFICE IN MUD BUTTE, 327.0 M (1072.8 FT) NORTHEAST OF MILEPOST 69,
 AD8974'66.4 M (217.8 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND
 AD8974'GATE, 30.3 M (99.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0
 AD8974'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A
 AD8974'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD8974'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7951 ***********************************************************************
 AC7951  CBN         -  This is a Cooperative Base Network Control Station.
 AC7951  DESIGNATION -  212 069.94
 AC7951  PID         -  AC7951
 AC7951  STATE/COUNTY-  SD/MEADE
 AC7951  COUNTRY     -  US
 AC7951  USGS QUAD   -  CAMP CREEK (2017)
 AC7951
 AC7951                         *CURRENT SURVEY CONTROL
 AC7951  ______________________________________________________________________
 AC7951* NAD 83(2011) POSITION- 44 58 34.36438(N) 102 55 16.73053(W)   ADJUSTED
 AC7951* NAD 83(2011) ELLIP HT-   827.672 (meters)        (06/27/12)   ADJUSTED
 AC7951* NAD 83(2011) EPOCH   -  2010.00
 AC7951* NAVD 88 ORTHO HEIGHT -   845.078 (meters)     2772.56  (feet) ADJUSTED
 AC7951  ______________________________________________________________________
 AC7951  GEOID HEIGHT    -        -17.357 (meters)                     GEOID18
 AC7951  NAD 83(2011) X  - -1,010,739.579 (meters)                     COMP
 AC7951  NAD 83(2011) Y  - -4,405,589.031 (meters)                     COMP
 AC7951  NAD 83(2011) Z  -  4,486,063.750 (meters)                     COMP
 AC7951  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 AC7951  DYNAMIC HEIGHT  -        844.897 (meters)     2771.97  (feet) COMP
 AC7951  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 AC7951
 AC7951  VERT ORDER      -  FIRST     CLASS II
 AC7951
 AC7951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7951  Standards:
 AC7951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7951  -------------------------------------------------------------------
 AC7951  NETWORK    1.75   3.82           0.83   0.53   1.95     -0.10833527
 AC7951  -------------------------------------------------------------------
 AC7951  Click here for local accuracies and other accuracy information.
 AC7951
 AC7951.The horizontal coordinates were established by GPS observations
 AC7951.and adjusted by the National Geodetic Survey in June 2012.
 AC7951
 AC7951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7951.been affixed to the stable North American tectonic plate. See 
 AC7951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7951
 AC7951.The horizontal coordinates are valid at the epoch date displayed above
 AC7951.which is a decimal equivalence of Year/Month/Day.
 AC7951
 AC7951.The orthometric height was determined by differential leveling and
 AC7951.adjusted by the NATIONAL GEODETIC SURVEY
 AC7951.in July 1998.
 AC7951
 AC7951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7951.GEOID18 height accuracy estimate available here.
 AC7951
 AC7951.Click photographs - Photos may exist for this station.
 AC7951
 AC7951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7951
 AC7951.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7951
 AC7951.The ellipsoidal height was determined by GPS observations
 AC7951.and is referenced to NAD 83.
 AC7951
 AC7951.The dynamic height is computed by dividing the NAVD 88
 AC7951.geopotential number by the normal gravity value computed on the
 AC7951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7951.degrees latitude (g = 980.6199 gals.).
 AC7951
 AC7951.The modeled gravity was interpolated from observed gravity values.
 AC7951
 AC7951. The following values were computed from the NAD 83(2011) position.
 AC7951
 AC7951;                    North         East     Units Scale Factor Converg.
 AC7951;SPC SD N     -   131,156.127   369,632.182   MT  0.99993996   -2 04 03.1
 AC7951;SPC SD N     -   430,301.39  1,212,701.58   sFT  0.99993996   -2 04 03.1
 AC7951;UTM  13      - 4,982,409.816   663,900.110   MT  0.99993033   +1 28 10.4
 AC7951
 AC7951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7951!SPC SD N     -   0.99987025  x   0.99993996  =   0.99981022
 AC7951!UTM  13      -   0.99987025  x   0.99993033  =   0.99980059
 AC7951
 AC7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6390082409(NAD 83)
 AC7951
 AC7951                          SUPERSEDED SURVEY CONTROL
 AC7951
 AC7951  NAD 83(2007)-  44 58 34.36431(N)    102 55 16.73162(W) AD(2002.00) 0
 AC7951  ELLIP H (02/10/07)  827.705  (m)                       GP(2002.00)    
 AC7951  ELLIP H (04/15/04)  827.712  (m)                       GP(       ) 2 1
 AC7951  NAD 83(1996)-  44 58 34.36366(N)    102 55 16.73103(W) AD(       ) B
 AC7951  ELLIP H (04/18/97)  827.783  (m)                       GP(       ) 4 1
 AC7951  NAVD 88 (04/18/97)  845.0    (m)  GEOID96  model used  GPS OBS        
 AC7951
 AC7951.Superseded values are not recommended for survey control.
 AC7951
 AC7951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7951.See file dsdata.pdf to determine how the superseded data were derived.
 AC7951
 AC7951_MARKER: Z = SEE DESCRIPTION
 AC7951_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7951_STAMPING: 212-69.94 1995
 AC7951_PROJECTION: FLUSH
 AC7951_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7951+STABILITY: POSITION/ELEVATION WELL
 AC7951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7951+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7951_ROD/PIPE-DEPTH: 6.4 meters
 AC7951_SLEEVE-DEPTH  : 1.8 meters
 AC7951
 AC7951  HISTORY     - Date     Condition        Report By
 AC7951  HISTORY     - 1995     MONUMENTED       SDDT
 AC7951  HISTORY     - 19950930 GOOD             NGS
 AC7951  HISTORY     - 19960927 GOOD             SDDT
 AC7951
 AC7951                          STATION DESCRIPTION
 AC7951
 AC7951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC7951'4.8 KM (3.00 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AC7951'OFFICE IN MUD BUTTE, 78.4 M (257.2 FT) NORTHEAST OF MILEPOST 70, 29.9
 AC7951'M (98.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT)
 AC7951'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT)
 AC7951'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF A FENCE,
 AC7951'0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND 0.4 M (1.3 FT)
 AC7951'SOUTHEAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AC7951'STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1
 AC7951'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AC7951'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7951
 AC7951                          STATION RECOVERY (1996)
 AC7951
 AC7951'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (DFC)
 AC7951'THE STATION IS LOCATED ABOUT 45.0 MI (72.4 KM) WEST OF FAITH, 30.0 MI
 AC7951'(48.3 KM) EAST OF NEWELL, AND 2.5 MI (4.0 KM) WEST OF MUD BUTTE, ON
 AC7951'U.S. HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7951'STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON GIRARD STREET FOR
 AC7951'0.4 MI (0.6 KM) TO THE JUNCTION OF U.S. HIGHWAY 212, TURN RIGHT AND GO
 AC7951'EAST ON U.S. HIGHWAY 212 FOR 30.6 MI (49.2 KM) TO THE STATION ON THE
 AC7951'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7951'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7951'PIPE.  LOCATED 99.0 FT (30.2 M) SOUTH OF HIGHWAY CENTERLINE, 15.0 FT
 AC7951'(4.6 M) WEST OF THE CENTER OF FIELD ENTRANCE ROAD, 1.0 FT (0.3 M)
 AC7951'NORTH OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) SOUTH OF METAL
 AC7951'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7951'CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8984 ***********************************************************************
 AD8984  DESIGNATION -  212 073.05
 AD8984  PID         -  AD8984
 AD8984  STATE/COUNTY-  SD/MEADE
 AD8984  COUNTRY     -  US
 AD8984  USGS QUAD   -  MUD CREEK (2017)
 AD8984
 AD8984                         *CURRENT SURVEY CONTROL
 AD8984  ______________________________________________________________________
 AD8984* NAD 83(1986) POSITION- 45 00 19.     (N) 102 52 34.     (W)   SCALED
 AD8984* NAVD 88 ORTHO HEIGHT -   880.857 (meters)     2889.95  (feet) ADJUSTED
 AD8984  ______________________________________________________________________
 AD8984  GEOID HEIGHT    -        -17.435 (meters)                     GEOID18
 AD8984  DYNAMIC HEIGHT  -        880.667 (meters)     2889.32  (feet) COMP
 AD8984  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 AD8984
 AD8984  VERT ORDER      -  FIRST     CLASS II
 AD8984
 AD8984.The horizontal coordinates were scaled from a map and have
 AD8984.an estimated accuracy of +/- 6 seconds.
 AD8984
 AD8984.The orthometric height was determined by differential leveling and
 AD8984.adjusted by the NATIONAL GEODETIC SURVEY
 AD8984.in July 1998.
 AD8984
 AD8984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8984.GEOID18 height accuracy estimate available here.
 AD8984
 AD8984.Click photographs - Photos may exist for this station.
 AD8984
 AD8984.The dynamic height is computed by dividing the NAVD 88
 AD8984.geopotential number by the normal gravity value computed on the
 AD8984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8984.degrees latitude (g = 980.6199 gals.).
 AD8984
 AD8984.The modeled gravity was interpolated from observed gravity values.
 AD8984
 AD8984;                    North         East    Units  Estimated Accuracy
 AD8984;SPC SD N     -   134,260.      373,310.      MT  (+/- 180 meters Scaled)
 AD8984
 AD8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK673857(NAD 83)
 AD8984
 AD8984                          SUPERSEDED SURVEY CONTROL
 AD8984
 AD8984.No superseded survey control is available for this station.
 AD8984
 AD8984_MARKER: DD = SURVEY DISK
 AD8984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8984_STAMPING: 212-73.05 1995
 AD8984_MARK LOGO: SDDT
 AD8984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8984+STABILITY: SURFACE MOTION
 AD8984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8984+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8984
 AD8984  HISTORY     - Date     Condition        Report By
 AD8984  HISTORY     - 1995     MONUMENTED       SDDT
 AD8984  HISTORY     - 19951116 GOOD             NGS
 AD8984
 AD8984                          STATION DESCRIPTION
 AD8984
 AD8984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8984'0.2 KM (0.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8984'IN MUD BUTTE, 93.0 M (305.1 FT) NORTHEAST OF MILEPOST 73, 30.3 M (99.4
 AD8984'FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT)
 AD8984'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 AD8984'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8973 ***********************************************************************
 AD8973  DESIGNATION -  212 075.00
 AD8973  PID         -  AD8973
 AD8973  STATE/COUNTY-  SD/MEADE
 AD8973  COUNTRY     -  US
 AD8973  USGS QUAD   -  BEVERLY CREEK (2017)
 AD8973
 AD8973                         *CURRENT SURVEY CONTROL
 AD8973  ______________________________________________________________________
 AD8973* NAD 83(1986) POSITION- 45 01 02.68   (N) 102 50 21.51   (W)   HD_HELD1
 AD8973* NAVD 88 ORTHO HEIGHT -   880.880 (meters)     2890.02  (feet) ADJUSTED
 AD8973  ______________________________________________________________________
 AD8973  GEOID HEIGHT    -        -17.507 (meters)                     GEOID18
 AD8973  DYNAMIC HEIGHT  -        880.695 (meters)     2889.41  (feet) COMP
 AD8973  MODELED GRAVITY -    980,376.9   (mgal)                       NAVD 88
 AD8973
 AD8973  VERT ORDER      -  FIRST     CLASS II
 AD8973
 AD8973.The horizontal coordinates were determined by differentially corrected
 AD8973.hand held GPS observations or other comparable positioning techniques
 AD8973.and have an estimated accuracy of +/- 3 meters.
 AD8973
 AD8973.The orthometric height was determined by differential leveling and
 AD8973.adjusted by the NATIONAL GEODETIC SURVEY
 AD8973.in July 1998.
 AD8973
 AD8973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8973.GEOID18 height accuracy estimate available here.
 AD8973
 AD8973.Click photographs - Photos may exist for this station.
 AD8973
 AD8973.The dynamic height is computed by dividing the NAVD 88
 AD8973.geopotential number by the normal gravity value computed on the
 AD8973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8973.degrees latitude (g = 980.6199 gals.).
 AD8973
 AD8973.The modeled gravity was interpolated from observed gravity values.
 AD8973
 AD8973;                    North         East    Units  Estimated Accuracy
 AD8973;SPC SD N     -   135,501.4     376,256.8     MT  (+/- 3 meters HH1 GPS) 
 AD8973
 AD8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7024487155(NAD 83)
 AD8973
 AD8973                          SUPERSEDED SURVEY CONTROL
 AD8973
 AD8973.No superseded survey control is available for this station.
 AD8973
 AD8973_MARKER: Z = SEE DESCRIPTION
 AD8973_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8973_STAMPING: 212-75.00 1995
 AD8973_MARK LOGO: NGS
 AD8973_PROJECTION: FLUSH
 AD8973_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8973+STABILITY: POSITION/ELEVATION WELL
 AD8973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8973+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8973_ROD/PIPE-DEPTH: 6.4 meters
 AD8973_SLEEVE-DEPTH  : 4.0 meters
 AD8973
 AD8973  HISTORY     - Date     Condition        Report By
 AD8973  HISTORY     - 1995     MONUMENTED       SDDT
 AD8973  HISTORY     - 19960425 GOOD             NGS
 AD8973
 AD8973                          STATION DESCRIPTION
 AD8973
 AD8973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8973'3.3 KM (2.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8973'IN MUD BUTTE, 45.0 M (147.6 FT) EAST OF AN UNDERGROUND CABLE JUNCTION
 AD8973'BOX, 41.9 M (137.5 FT) WEST OF THE WEST END OF 2 BRACED FENCE POSTS,
 AD8973'30.2 M (99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.4 M (63.6 FT)
 AD8973'SOUTH OF MILEPOST 95, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD8973'0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A
 AD8973'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AD8973'AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AD8973'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8973'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8972 ***********************************************************************
 AD8972  DESIGNATION -  212 079.91
 AD8972  PID         -  AD8972
 AD8972  STATE/COUNTY-  SD/MEADE
 AD8972  COUNTRY     -  US
 AD8972  USGS QUAD   -  CEDAR CANYON (2017)
 AD8972
 AD8972                         *CURRENT SURVEY CONTROL
 AD8972  ______________________________________________________________________
 AD8972* NAD 83(1986) POSITION- 45 01 21.51   (N) 102 44 26.47   (W)   HD_HELD1
 AD8972* NAVD 88 ORTHO HEIGHT -   900.266 (meters)     2953.62  (feet) ADJUSTED
 AD8972  ______________________________________________________________________
 AD8972  GEOID HEIGHT    -        -17.704 (meters)                     GEOID18
 AD8972  DYNAMIC HEIGHT  -        900.070 (meters)     2952.98  (feet) COMP
 AD8972  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 AD8972
 AD8972  VERT ORDER      -  FIRST     CLASS II
 AD8972
 AD8972.The horizontal coordinates were determined by differentially corrected
 AD8972.hand held GPS observations or other comparable positioning techniques
 AD8972.and have an estimated accuracy of +/- 3 meters.
 AD8972
 AD8972.The orthometric height was determined by differential leveling and
 AD8972.adjusted by the NATIONAL GEODETIC SURVEY
 AD8972.in July 1998.
 AD8972
 AD8972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8972.GEOID18 height accuracy estimate available here.
 AD8972
 AD8972.Click photographs - Photos may exist for this station.
 AD8972
 AD8972.The dynamic height is computed by dividing the NAVD 88
 AD8972.geopotential number by the normal gravity value computed on the
 AD8972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8972.degrees latitude (g = 980.6199 gals.).
 AD8972
 AD8972.The modeled gravity was interpolated from observed gravity values.
 AD8972
 AD8972;                    North         East    Units  Estimated Accuracy
 AD8972;SPC SD N     -   135,814.5     384,045.1     MT  (+/- 3 meters HH1 GPS) 
 AD8972
 AD8972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7799887948(NAD 83)
 AD8972
 AD8972                          SUPERSEDED SURVEY CONTROL
 AD8972
 AD8972.No superseded survey control is available for this station.
 AD8972
 AD8972_MARKER: Z = SEE DESCRIPTION
 AD8972_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8972_STAMPING: 212-79.91 1995
 AD8972_MARK LOGO: NGS
 AD8972_PROJECTION: FLUSH
 AD8972_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8972+STABILITY: POSITION/ELEVATION WELL
 AD8972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8972+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8972_ROD/PIPE-DEPTH: 6.4 meters
 AD8972_SLEEVE-DEPTH  : 4.0 meters
 AD8972
 AD8972  HISTORY     - Date     Condition        Report By
 AD8972  HISTORY     - 1995     MONUMENTED       SDDT
 AD8972  HISTORY     - 19960425 GOOD             NGS
 AD8972
 AD8972                          STATION DESCRIPTION
 AD8972
 AD8972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8972'11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8972'IN MUD BUTTE, 132.0 M (433.1 FT) WEST OF MILEPOST 80, 38.9 M (127.6
 AD8972'FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) EAST OF THE
 AD8972'CENTER OF THE MOST EASTERLY OF 2 FIELD ENTRANCES, 1.0 M (3.3 FT) ABOVE
 AD8972'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND
 AD8972'0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS
 AD8972'A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED
 AD8972'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AD8972'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8970 ***********************************************************************
 AD8970  DESIGNATION -  212 083.35
 AD8970  PID         -  AD8970
 AD8970  STATE/COUNTY-  SD/MEADE
 AD8970  COUNTRY     -  US
 AD8970  USGS QUAD   -  CEDAR CANYON (2017)
 AD8970
 AD8970                         *CURRENT SURVEY CONTROL
 AD8970  ______________________________________________________________________
 AD8970* NAD 83(1986) POSITION- 45 01 22.     (N) 102 40 18.     (W)   SCALED
 AD8970* NAVD 88 ORTHO HEIGHT -   912.117 (meters)     2992.50  (feet) ADJUSTED
 AD8970  ______________________________________________________________________
 AD8970  GEOID HEIGHT    -        -17.844 (meters)                     GEOID18
 AD8970  DYNAMIC HEIGHT  -        911.912 (meters)     2991.83  (feet) COMP
 AD8970  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 AD8970
 AD8970  VERT ORDER      -  FIRST     CLASS II
 AD8970
 AD8970.The horizontal coordinates were scaled from a map and have
 AD8970.an estimated accuracy of +/- 6 seconds.
 AD8970
 AD8970.The orthometric height was determined by differential leveling and
 AD8970.adjusted by the NATIONAL GEODETIC SURVEY
 AD8970.in July 1998.
 AD8970
 AD8970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8970.GEOID18 height accuracy estimate available here.
 AD8970
 AD8970.Click photographs - Photos may exist for this station.
 AD8970
 AD8970.The dynamic height is computed by dividing the NAVD 88
 AD8970.geopotential number by the normal gravity value computed on the
 AD8970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8970.degrees latitude (g = 980.6199 gals.).
 AD8970
 AD8970.The modeled gravity was interpolated from observed gravity values.
 AD8970
 AD8970;                    North         East    Units  Estimated Accuracy
 AD8970;SPC SD N     -   135,650.      389,480.      MT  (+/- 180 meters Scaled)
 AD8970
 AD8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK834881(NAD 83)
 AD8970
 AD8970                          SUPERSEDED SURVEY CONTROL
 AD8970
 AD8970.No superseded survey control is available for this station.
 AD8970
 AD8970_MARKER: DD = SURVEY DISK
 AD8970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8970_STAMPING: 212-83.35 1995
 AD8970_MARK LOGO: SDDT
 AD8970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8970+STABILITY: SURFACE MOTION
 AD8970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8970+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8970
 AD8970  HISTORY     - Date     Condition        Report By
 AD8970  HISTORY     - 1995     MONUMENTED       SDDT
 AD8970  HISTORY     - 19960425 GOOD             NGS
 AD8970
 AD8970                          STATION DESCRIPTION
 AD8970
 AD8970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8970'16.7 KM (10.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8970'OFFICE IN MUD BUTTE, 557.0 M (1827.4 FT) EAST OF MILEPOST 83, 30.4 M
 AD8970'(99.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.3 M (30.5 FT) WEST OF THE
 AD8970'EXTENDED CENTER OF A FIELD ENTRANCE AND GATE, 3.9 M (12.8 FT) EAST OF
 AD8970'THE EAST END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT) ABOVE THE LEVEL
 AD8970'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND
 AD8970'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8969 ***********************************************************************
 AD8969  DESIGNATION -  212 084.20
 AD8969  PID         -  AD8969
 AD8969  STATE/COUNTY-  SD/MEADE
 AD8969  COUNTRY     -  US
 AD8969  USGS QUAD   -  CEDAR CANYON (2017)
 AD8969
 AD8969                         *CURRENT SURVEY CONTROL
 AD8969  ______________________________________________________________________
 AD8969* NAD 83(1986) POSITION- 45 01 21.     (N) 102 39 07.     (W)   SCALED
 AD8969* NAVD 88 ORTHO HEIGHT -   920.700 (meters)     3020.66  (feet) ADJUSTED
 AD8969  ______________________________________________________________________
 AD8969  GEOID HEIGHT    -        -17.887 (meters)                     GEOID18
 AD8969  DYNAMIC HEIGHT  -        920.494 (meters)     3019.99  (feet) COMP
 AD8969  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 AD8969
 AD8969  VERT ORDER      -  FIRST     CLASS II
 AD8969
 AD8969.The horizontal coordinates were scaled from a map and have
 AD8969.an estimated accuracy of +/- 6 seconds.
 AD8969
 AD8969.The orthometric height was determined by differential leveling and
 AD8969.adjusted by the NATIONAL GEODETIC SURVEY
 AD8969.in July 1998.
 AD8969
 AD8969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8969.GEOID18 height accuracy estimate available here.
 AD8969
 AD8969.Click photographs - Photos may exist for this station.
 AD8969
 AD8969.The dynamic height is computed by dividing the NAVD 88
 AD8969.geopotential number by the normal gravity value computed on the
 AD8969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8969.degrees latitude (g = 980.6199 gals.).
 AD8969
 AD8969.The modeled gravity was interpolated from observed gravity values.
 AD8969
 AD8969;                    North         East    Units  Estimated Accuracy
 AD8969;SPC SD N     -   135,570.      391,040.      MT  (+/- 180 meters Scaled)
 AD8969
 AD8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849881(NAD 83)
 AD8969
 AD8969                          SUPERSEDED SURVEY CONTROL
 AD8969
 AD8969.No superseded survey control is available for this station.
 AD8969
 AD8969_MARKER: DD = SURVEY DISK
 AD8969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8969_STAMPING: 212-84.20 1995
 AD8969_MARK LOGO: SDDT
 AD8969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8969+STABILITY: SURFACE MOTION
 AD8969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8969+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8969
 AD8969  HISTORY     - Date     Condition        Report By
 AD8969  HISTORY     - 1995     MONUMENTED       SDDT
 AD8969  HISTORY     - 19960425 GOOD             NGS
 AD8969
 AD8969                          STATION DESCRIPTION
 AD8969
 AD8969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8969'18.2 KM (11.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8969'OFFICE IN MUD BUTTE, 492.0 M (1614.2 FT) EAST OF MILEPOST 84, 30.2 M
 AD8969'(99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) EAST OF THE
 AD8969'CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AD8969'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AD8969'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7972 ***********************************************************************
 AC7972  CBN         -  This is a Cooperative Base Network Control Station.
 AC7972  DESIGNATION -  212 084.90
 AC7972  PID         -  AC7972
 AC7972  STATE/COUNTY-  SD/MEADE
 AC7972  COUNTRY     -  US
 AC7972  USGS QUAD   -  CEDAR CANYON (2017)
 AC7972
 AC7972                         *CURRENT SURVEY CONTROL
 AC7972  ______________________________________________________________________
 AC7972* NAD 83(2011) POSITION- 45 01 21.62963(N) 102 38 19.56587(W)   ADJUSTED
 AC7972* NAD 83(2011) ELLIP HT-   875.833 (meters)        (06/27/12)   ADJUSTED
 AC7972* NAD 83(2011) EPOCH   -  2010.00
 AC7972* NAVD 88 ORTHO HEIGHT -   893.752 (meters)     2932.25  (feet) ADJUSTED
 AC7972  ______________________________________________________________________
 AC7972  GEOID HEIGHT    -        -17.918 (meters)                     GEOID18
 AC7972  NAD 83(2011) X  -   -988,210.335 (meters)                     COMP
 AC7972  NAD 83(2011) Y  - -4,406,989.893 (meters)                     COMP
 AC7972  NAD 83(2011) Z  -  4,489,749.452 (meters)                     COMP
 AC7972  LAPLACE CORR    -         -6.55  (seconds)                    DEFLEC18
 AC7972  DYNAMIC HEIGHT  -        893.553 (meters)     2931.60  (feet) COMP
 AC7972  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 AC7972
 AC7972  VERT ORDER      -  FIRST     CLASS II
 AC7972
 AC7972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7972  Standards:
 AC7972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7972  -------------------------------------------------------------------
 AC7972  NETWORK    0.92   2.69           0.43   0.30   1.37     -0.09236278
 AC7972  -------------------------------------------------------------------
 AC7972  Click here for local accuracies and other accuracy information.
 AC7972
 AC7972.The horizontal coordinates were established by GPS observations
 AC7972.and adjusted by the National Geodetic Survey in June 2012.
 AC7972
 AC7972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7972.been affixed to the stable North American tectonic plate. See 
 AC7972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7972
 AC7972.The horizontal coordinates are valid at the epoch date displayed above
 AC7972.which is a decimal equivalence of Year/Month/Day.
 AC7972
 AC7972.The orthometric height was determined by differential leveling and
 AC7972.adjusted by the NATIONAL GEODETIC SURVEY
 AC7972.in July 1998.
 AC7972
 AC7972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7972.GEOID18 height accuracy estimate available here.
 AC7972
 AC7972.Click photographs - Photos may exist for this station.
 AC7972
 AC7972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7972
 AC7972.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7972
 AC7972.The ellipsoidal height was determined by GPS observations
 AC7972.and is referenced to NAD 83.
 AC7972
 AC7972.The dynamic height is computed by dividing the NAVD 88
 AC7972.geopotential number by the normal gravity value computed on the
 AC7972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7972.degrees latitude (g = 980.6199 gals.).
 AC7972
 AC7972.The modeled gravity was interpolated from observed gravity values.
 AC7972
 AC7972. The following values were computed from the NAD 83(2011) position.
 AC7972
 AC7972;                    North         East     Units Scale Factor Converg.
 AC7972;SPC SD N     -   135,551.398   392,073.011   MT  0.99993924   -1 52 03.2
 AC7972;SPC SD N     -   444,721.54  1,286,326.20   sFT  0.99993924   -1 52 03.2
 AC7972;UTM  13      - 4,988,181.640   686,027.793   MT  1.00002554   +1 40 14.8
 AC7972
 AC7972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7972!SPC SD N     -   0.99986270  x   0.99993924  =   0.99980195
 AC7972!UTM  13      -   0.99986270  x   1.00002554  =   0.99988824
 AC7972
 AC7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8602788181(NAD 83)
 AC7972
 AC7972                          SUPERSEDED SURVEY CONTROL
 AC7972
 AC7972  NAD 83(2007)-  45 01 21.62954(N)    102 38 19.56703(W) AD(2002.00) 0
 AC7972  ELLIP H (02/10/07)  875.855  (m)                       GP(2002.00)    
 AC7972  ELLIP H (04/15/04)  875.850  (m)                       GP(       ) 2 1
 AC7972  NAD 83(1996)-  45 01 21.62896(N)    102 38 19.56669(W) AD(       ) B
 AC7972  ELLIP H (04/18/97)  875.915  (m)                       GP(       ) 4 1
 AC7972  NAVD 88 (04/18/97)  893.7    (m)  GEOID96  model used  GPS OBS        
 AC7972
 AC7972.Superseded values are not recommended for survey control.
 AC7972
 AC7972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7972.See file dsdata.pdf to determine how the superseded data were derived.
 AC7972
 AC7972_MARKER: Z = SEE DESCRIPTION
 AC7972_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7972_STAMPING: 212-84.90 1995
 AC7972_MARK LOGO: NGS
 AC7972_PROJECTION: FLUSH
 AC7972_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7972+STABILITY: POSITION/ELEVATION WELL
 AC7972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7972+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1996
 AC7972_ROD/PIPE-DEPTH: 6.4 meters
 AC7972_SLEEVE-DEPTH  : 1.8 meters
 AC7972
 AC7972  HISTORY     - Date     Condition        Report By
 AC7972  HISTORY     - 1995     MONUMENTED       SDDT
 AC7972  HISTORY     - 19960425 GOOD             NGS
 AC7972  HISTORY     - 19960928 GOOD             SDDT
 AC7972
 AC7972                          STATION DESCRIPTION
 AC7972
 AC7972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7972'19.2 KM (11.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AC7972'OFFICE IN MUD BUTTE, 150.0 M (492.1 FT) WEST OF MILEPOST 85, 30.4 M
 AC7972'(99.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT) WEST OF
 AC7972'THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW THE
 AC7972'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 AC7972'FENCE, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE
 AC7972'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP
 AC7972'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE
 AC7972'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AC7972'CAP.
 AC7972
 AC7972                          STATION RECOVERY (1996)
 AC7972
 AC7972'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (DFC)
 AC7972'THE STATION IS LOCATED ABOUT 45.0 MI (72.4 KM) EAST OF NEWELL, 30.0 MI
 AC7972'(48.3 KM) WEST OF FAITH, AND 2.0 MI (3.2 KM) WEST OF MAURINE, ON U.S.
 AC7972'HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7972'STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON GIRARD STREET FOR
 AC7972'0.4 MI (0.6 KM) TO THE JUNCTION OF U.S. HIGHWAY 212, TURN RIGHT AND GO
 AC7972'EAST ON U.S. HIGHWAY 212 FOR 45.6 MI (73.4 KM) TO THE STATION ON THE
 AC7972'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7972'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7972'PIPE.  LOCATED 99.0 FT (30.2 M) SOUTH OF THE HIGHWAY CENTERLINE, 20.0
 AC7972'FT (6.1 M) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 1.0 FT (0.3 M)
 AC7972'SOUTH OF A METAL GUARD POST, AND 1.0 FT (0.3 M) NORTH OF A WITNESS
 AC7972'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7972'LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8968 ***********************************************************************
 AD8968  DESIGNATION -  212 088.00
 AD8968  PID         -  AD8968
 AD8968  STATE/COUNTY-  SD/MEADE
 AD8968  COUNTRY     -  US
 AD8968  USGS QUAD   -  MAURINE (2017)
 AD8968
 AD8968                         *CURRENT SURVEY CONTROL
 AD8968  ______________________________________________________________________
 AD8968* NAD 83(1986) POSITION- 45 01 23.     (N) 102 34 35.     (W)   SCALED
 AD8968* NAVD 88 ORTHO HEIGHT -   880.605 (meters)     2889.12  (feet) ADJUSTED
 AD8968  ______________________________________________________________________
 AD8968  GEOID HEIGHT    -        -18.064 (meters)                     GEOID18
 AD8968  DYNAMIC HEIGHT  -        880.418 (meters)     2888.50  (feet) COMP
 AD8968  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 AD8968
 AD8968  VERT ORDER      -  FIRST     CLASS II
 AD8968
 AD8968.The horizontal coordinates were scaled from a map and have
 AD8968.an estimated accuracy of +/- 6 seconds.
 AD8968
 AD8968.The orthometric height was determined by differential leveling and
 AD8968.adjusted by the NATIONAL GEODETIC SURVEY
 AD8968.in July 1998.
 AD8968
 AD8968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8968.GEOID18 height accuracy estimate available here.
 AD8968
 AD8968.Click photographs - Photos may exist for this station.
 AD8968
 AD8968.The dynamic height is computed by dividing the NAVD 88
 AD8968.geopotential number by the normal gravity value computed on the
 AD8968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8968.degrees latitude (g = 980.6199 gals.).
 AD8968
 AD8968.The modeled gravity was interpolated from observed gravity values.
 AD8968
 AD8968;                    North         East    Units  Estimated Accuracy
 AD8968;SPC SD N     -   135,440.      396,990.      MT  (+/- 180 meters Scaled)
 AD8968
 AD8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK909883(NAD 83)
 AD8968
 AD8968                          SUPERSEDED SURVEY CONTROL
 AD8968
 AD8968.No superseded survey control is available for this station.
 AD8968
 AD8968_MARKER: DD = SURVEY DISK
 AD8968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8968_STAMPING: 212-88.00 1995
 AD8968_MARK LOGO: SDDT
 AD8968_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8968+STABILITY: SURFACE MOTION
 AD8968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8968+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8968
 AD8968  HISTORY     - Date     Condition        Report By
 AD8968  HISTORY     - 1995     MONUMENTED       SDDT
 AD8968  HISTORY     - 19960425 GOOD             NGS
 AD8968
 AD8968                          STATION DESCRIPTION
 AD8968
 AD8968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8968'24.2 KM (15.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8968'OFFICE IN MUD BUTTE, 16.1 M (52.8 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AD8968'12.9 M (42.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 7.0
 AD8968'M (23.0 FT) SOUTH OF MILEPOST 88, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AD8968'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AD8968'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8967 ***********************************************************************
 AD8967  DESIGNATION -  212 090.00
 AD8967  PID         -  AD8967
 AD8967  STATE/COUNTY-  SD/MEADE
 AD8967  COUNTRY     -  US
 AD8967  USGS QUAD   -  MAURINE (2017)
 AD8967
 AD8967                         *CURRENT SURVEY CONTROL
 AD8967  ______________________________________________________________________
 AD8967* NAD 83(1986) POSITION- 45 01 33.     (N) 102 32 06.     (W)   SCALED
 AD8967* NAVD 88 ORTHO HEIGHT -   874.912 (meters)     2870.44  (feet) ADJUSTED
 AD8967  ______________________________________________________________________
 AD8967  GEOID HEIGHT    -        -18.166 (meters)                     GEOID18
 AD8967  DYNAMIC HEIGHT  -        874.726 (meters)     2869.83  (feet) COMP
 AD8967  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 AD8967
 AD8967  VERT ORDER      -  FIRST     CLASS II
 AD8967
 AD8967.The horizontal coordinates were scaled from a map and have
 AD8967.an estimated accuracy of +/- 6 seconds.
 AD8967
 AD8967.The orthometric height was determined by differential leveling and
 AD8967.adjusted by the NATIONAL GEODETIC SURVEY
 AD8967.in July 1998.
 AD8967
 AD8967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8967.GEOID18 height accuracy estimate available here.
 AD8967
 AD8967.Click photographs - Photos may exist for this station.
 AD8967
 AD8967.The dynamic height is computed by dividing the NAVD 88
 AD8967.geopotential number by the normal gravity value computed on the
 AD8967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8967.degrees latitude (g = 980.6199 gals.).
 AD8967
 AD8967.The modeled gravity was interpolated from observed gravity values.
 AD8967
 AD8967;                    North         East    Units  Estimated Accuracy
 AD8967;SPC SD N     -   135,640.      400,260.      MT  (+/- 180 meters Scaled)
 AD8967
 AD8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK941887(NAD 83)
 AD8967
 AD8967                          SUPERSEDED SURVEY CONTROL
 AD8967
 AD8967.No superseded survey control is available for this station.
 AD8967
 AD8967_MARKER: DD = SURVEY DISK
 AD8967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8967_STAMPING: 212-90.00 1995
 AD8967_MARK LOGO: SDDT
 AD8967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8967+STABILITY: SURFACE MOTION
 AD8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8967+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8967
 AD8967  HISTORY     - Date     Condition        Report By
 AD8967  HISTORY     - 1995     MONUMENTED       SDDT
 AD8967  HISTORY     - 19960425 GOOD             NGS
 AD8967
 AD8967                          STATION DESCRIPTION
 AD8967
 AD8967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8967'27.5 KM (17.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8967'OFFICE IN MUD BUTTE, 16.8 M (55.1 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AD8967'8.0 M (26.2 FT) SOUTH OF MILEPOST 90, 0.3 M (1.0 FT) BELOW THE LEVEL
 AD8967'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND
 AD8967'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8966 ***********************************************************************
 AD8966  DESIGNATION -  212 091.15
 AD8966  PID         -  AD8966
 AD8966  STATE/COUNTY-  SD/MEADE
 AD8966  COUNTRY     -  US
 AD8966  USGS QUAD   -  MAURINE (2017)
 AD8966
 AD8966                         *CURRENT SURVEY CONTROL
 AD8966  ______________________________________________________________________
 AD8966* NAD 83(1986) POSITION- 45 01 21.37   (N) 102 30 45.09   (W)   HD_HELD1
 AD8966* NAVD 88 ORTHO HEIGHT -   866.691 (meters)     2843.47  (feet) ADJUSTED
 AD8966  ______________________________________________________________________
 AD8966  GEOID HEIGHT    -        -18.222 (meters)                     GEOID18
 AD8966  DYNAMIC HEIGHT  -        866.505 (meters)     2842.86  (feet) COMP
 AD8966  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 AD8966
 AD8966  VERT ORDER      -  FIRST     CLASS II
 AD8966
 AD8966.The horizontal coordinates were determined by differentially corrected
 AD8966.hand held GPS observations or other comparable positioning techniques
 AD8966.and have an estimated accuracy of +/- 3 meters.
 AD8966
 AD8966.The orthometric height was determined by differential leveling and
 AD8966.adjusted by the NATIONAL GEODETIC SURVEY
 AD8966.in July 1998.
 AD8966
 AD8966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8966.GEOID18 height accuracy estimate available here.
 AD8966
 AD8966.Click photographs - Photos may exist for this station.
 AD8966
 AD8966.The dynamic height is computed by dividing the NAVD 88
 AD8966.geopotential number by the normal gravity value computed on the
 AD8966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8966.degrees latitude (g = 980.6199 gals.).
 AD8966
 AD8966.The modeled gravity was interpolated from observed gravity values.
 AD8966
 AD8966;                    North         East    Units  Estimated Accuracy
 AD8966;SPC SD N     -   135,226.9     402,017.1     MT  (+/- 3 meters HH1 GPS) 
 AD8966
 AD8966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9597488471(NAD 83)
 AD8966
 AD8966                          SUPERSEDED SURVEY CONTROL
 AD8966
 AD8966.No superseded survey control is available for this station.
 AD8966
 AD8966_MARKER: Z = SEE DESCRIPTION
 AD8966_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8966_STAMPING: 212-91.15 1995
 AD8966_MARK LOGO: NGS
 AD8966_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8966+STABILITY: POSITION/ELEVATION WELL
 AD8966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8966+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8966
 AD8966  HISTORY     - Date     Condition        Report By
 AD8966  HISTORY     - 1995     MONUMENTED       SDDT
 AD8966  HISTORY     - 19960425 GOOD             NGS
 AD8966
 AD8966                          STATION DESCRIPTION
 AD8966
 AD8966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8966'29.3 KM (18.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8966'OFFICE IN MUD BUTTE, 236.0 M (774.3 FT) EAST OF MILEPOST 91, 43.9 M
 AD8966'(144.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 27.4 M (89.9 FT) SOUTH OF
 AD8966'A FENCE CORNER, 0.5 M (1.6 FT) SOUTHEAST OF A METAL GUARD POST, 0.5 M
 AD8966'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A
 AD8966'FENCE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DATUM
 AD8966'POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS
 AD8966'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AD8966'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8965 ***********************************************************************
 AD8965  DESIGNATION -  212 092.00
 AD8965  PID         -  AD8965
 AD8965  STATE/COUNTY-  SD/MEADE
 AD8965  COUNTRY     -  US
 AD8965  USGS QUAD   -  SIGNAL BUTTE (2017)
 AD8965
 AD8965                         *CURRENT SURVEY CONTROL
 AD8965  ______________________________________________________________________
 AD8965* NAD 83(1986) POSITION- 45 01 23.     (N) 102 29 44.     (W)   SCALED
 AD8965* NAVD 88 ORTHO HEIGHT -   859.371 (meters)     2819.45  (feet) ADJUSTED
 AD8965  ______________________________________________________________________
 AD8965  GEOID HEIGHT    -        -18.266 (meters)                     GEOID18
 AD8965  DYNAMIC HEIGHT  -        859.186 (meters)     2818.85  (feet) COMP
 AD8965  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 AD8965
 AD8965  VERT ORDER      -  FIRST     CLASS II
 AD8965
 AD8965.The horizontal coordinates were scaled from a map and have
 AD8965.an estimated accuracy of +/- 6 seconds.
 AD8965
 AD8965.The orthometric height was determined by differential leveling and
 AD8965.adjusted by the NATIONAL GEODETIC SURVEY
 AD8965.in July 1998.
 AD8965
 AD8965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8965.GEOID18 height accuracy estimate available here.
 AD8965
 AD8965.Click photographs - Photos may exist for this station.
 AD8965
 AD8965.The dynamic height is computed by dividing the NAVD 88
 AD8965.geopotential number by the normal gravity value computed on the
 AD8965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8965.degrees latitude (g = 980.6199 gals.).
 AD8965
 AD8965.The modeled gravity was interpolated from observed gravity values.
 AD8965
 AD8965;                    North         East    Units  Estimated Accuracy
 AD8965;SPC SD N     -   135,240.      403,360.      MT  (+/- 180 meters Scaled)
 AD8965
 AD8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK973885(NAD 83)
 AD8965
 AD8965                          SUPERSEDED SURVEY CONTROL
 AD8965
 AD8965.No superseded survey control is available for this station.
 AD8965
 AD8965_MARKER: DD = SURVEY DISK
 AD8965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8965_STAMPING: 212-92.00 1995
 AD8965_MARK LOGO: SDDT
 AD8965_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8965+STABILITY: SURFACE MOTION
 AD8965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8965+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8965
 AD8965  HISTORY     - Date     Condition        Report By
 AD8965  HISTORY     - 1995     MONUMENTED       SDDT
 AD8965  HISTORY     - 19960425 GOOD             NGS
 AD8965
 AD8965                          STATION DESCRIPTION
 AD8965
 AD8965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8965'30.7 KM (19.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8965'OFFICE IN MUD BUTTE, 15.3 M (50.2 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AD8965'6.8 M (22.3 FT) SOUTH OF MILEPOST 92, 0.3 M (1.0 FT) BELOW THE LEVEL
 AD8965'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND
 AD8965'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8964 ***********************************************************************
 AD8964  DESIGNATION -  212 094.00
 AD8964  PID         -  AD8964
 AD8964  STATE/COUNTY-  SD/MEADE
 AD8964  COUNTRY     -  US
 AD8964  USGS QUAD   -  SIGNAL BUTTE (2017)
 AD8964
 AD8964                         *CURRENT SURVEY CONTROL
 AD8964  ______________________________________________________________________
 AD8964* NAD 83(1986) POSITION- 45 01 29.     (N) 102 27 09.     (W)   SCALED
 AD8964* NAVD 88 ORTHO HEIGHT -   867.208 (meters)     2845.16  (feet) ADJUSTED
 AD8964  ______________________________________________________________________
 AD8964  GEOID HEIGHT    -        -18.377 (meters)                     GEOID18
 AD8964  DYNAMIC HEIGHT  -        867.025 (meters)     2844.56  (feet) COMP
 AD8964  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 AD8964
 AD8964  VERT ORDER      -  FIRST     CLASS II
 AD8964
 AD8964.The horizontal coordinates were scaled from a map and have
 AD8964.an estimated accuracy of +/- 6 seconds.
 AD8964
 AD8964.The orthometric height was determined by differential leveling and
 AD8964.adjusted by the NATIONAL GEODETIC SURVEY
 AD8964.in July 1998.
 AD8964
 AD8964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8964.GEOID18 height accuracy estimate available here.
 AD8964
 AD8964.Click photographs - Photos may exist for this station.
 AD8964
 AD8964.The dynamic height is computed by dividing the NAVD 88
 AD8964.geopotential number by the normal gravity value computed on the
 AD8964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8964.degrees latitude (g = 980.6199 gals.).
 AD8964
 AD8964.The modeled gravity was interpolated from observed gravity values.
 AD8964
 AD8964;                    North         East    Units  Estimated Accuracy
 AD8964;SPC SD N     -   135,320.      406,750.      MT  (+/- 180 meters Scaled)
 AD8964
 AD8964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK006888(NAD 83)
 AD8964
 AD8964                          SUPERSEDED SURVEY CONTROL
 AD8964
 AD8964.No superseded survey control is available for this station.
 AD8964
 AD8964_MARKER: DD = SURVEY DISK
 AD8964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8964_STAMPING: 212-94.00 1995
 AD8964_MARK LOGO: SDDT
 AD8964_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8964+STABILITY: SURFACE MOTION
 AD8964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8964+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8964
 AD8964  HISTORY     - Date     Condition        Report By
 AD8964  HISTORY     - 1995     MONUMENTED       SDDT
 AD8964  HISTORY     - 19960425 GOOD             NGS
 AD8964
 AD8964                          STATION DESCRIPTION
 AD8964
 AD8964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8964'34.1 KM (21.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8964'OFFICE IN MUD BUTTE, 19.4 M (63.6 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AD8964'19.1 M (62.7 FT) SOUTHEAST OF MILEPOST 94, 5.9 M (19.4 FT) WEST OF THE
 AD8964'CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AD8964'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AD8964'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8963 ***********************************************************************
 AD8963  DESIGNATION -  212 095.15
 AD8963  PID         -  AD8963
 AD8963  STATE/COUNTY-  SD/MEADE
 AD8963  COUNTRY     -  US
 AD8963  USGS QUAD   -  SIGNAL BUTTE (2017)
 AD8963
 AD8963                         *CURRENT SURVEY CONTROL
 AD8963  ______________________________________________________________________
 AD8963* NAD 83(1986) POSITION- 45 01 17.     (N) 102 25 57.     (W)   SCALED
 AD8963* NAVD 88 ORTHO HEIGHT -   862.643 (meters)     2830.19  (feet) ADJUSTED
 AD8963  ______________________________________________________________________
 AD8963  GEOID HEIGHT    -        -18.428 (meters)                     GEOID18
 AD8963  DYNAMIC HEIGHT  -        862.463 (meters)     2829.60  (feet) COMP
 AD8963  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 AD8963
 AD8963  VERT ORDER      -  FIRST     CLASS II
 AD8963
 AD8963.The horizontal coordinates were scaled from a map and have
 AD8963.an estimated accuracy of +/- 6 seconds.
 AD8963
 AD8963.The orthometric height was determined by differential leveling and
 AD8963.adjusted by the NATIONAL GEODETIC SURVEY
 AD8963.in July 1998.
 AD8963
 AD8963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8963.GEOID18 height accuracy estimate available here.
 AD8963
 AD8963.Click photographs - Photos may exist for this station.
 AD8963
 AD8963.The dynamic height is computed by dividing the NAVD 88
 AD8963.geopotential number by the normal gravity value computed on the
 AD8963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8963.degrees latitude (g = 980.6199 gals.).
 AD8963
 AD8963.The modeled gravity was interpolated from observed gravity values.
 AD8963
 AD8963;                    North         East    Units  Estimated Accuracy
 AD8963;SPC SD N     -   134,900.      408,320.      MT  (+/- 180 meters Scaled)
 AD8963
 AD8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK022885(NAD 83)
 AD8963
 AD8963                          SUPERSEDED SURVEY CONTROL
 AD8963
 AD8963.No superseded survey control is available for this station.
 AD8963
 AD8963_MARKER: Z = SEE DESCRIPTION
 AD8963_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8963_STAMPING: 212-95.15 1995
 AD8963_MARK LOGO: SDDT
 AD8963_PROJECTION: FLUSH
 AD8963_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8963+STABILITY: POSITION/ELEVATION WELL
 AD8963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8963+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8963_ROD/PIPE-DEPTH: 6.4 meters
 AD8963_SLEEVE-DEPTH  : 4.0 meters
 AD8963
 AD8963  HISTORY     - Date     Condition        Report By
 AD8963  HISTORY     - 1995     MONUMENTED       SDDT
 AD8963  HISTORY     - 19960425 GOOD             NGS
 AD8963
 AD8963                          STATION DESCRIPTION
 AD8963
 AD8963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8963'30.6 M (100.4 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8963'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 250.0 M (820.2 FT) EAST OF
 AD8963'MILEPOST 95, 103.5 M (339.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.5
 AD8963'M (47.6 FT) WEST OF THE CENTER OF COUNTY ROAD 35, 0.5 M (1.6 FT) BELOW
 AD8963'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 AD8963'FENCE, AND 0.3 M (1.0 FT) WEST OF A METAL GUARD POST.  NOTE--THE DATUM
 AD8963'POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS
 AD8963'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AD8963'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8962 ***********************************************************************
 AD8962  DESIGNATION -  212 096.00
 AD8962  PID         -  AD8962
 AD8962  STATE/COUNTY-  SD/MEADE
 AD8962  COUNTRY     -  US
 AD8962  USGS QUAD   -  SIGNAL BUTTE (2017)
 AD8962
 AD8962                         *CURRENT SURVEY CONTROL
 AD8962  ______________________________________________________________________
 AD8962* NAD 83(1986) POSITION- 45 01 19.     (N) 102 24 55.     (W)   SCALED
 AD8962* NAVD 88 ORTHO HEIGHT -   842.421 (meters)     2763.84  (feet) ADJUSTED
 AD8962  ______________________________________________________________________
 AD8962  GEOID HEIGHT    -        -18.474 (meters)                     GEOID18
 AD8962  DYNAMIC HEIGHT  -        842.246 (meters)     2763.27  (feet) COMP
 AD8962  MODELED GRAVITY -    980,380.9   (mgal)                       NAVD 88
 AD8962
 AD8962  VERT ORDER      -  FIRST     CLASS II
 AD8962
 AD8962.The horizontal coordinates were scaled from a map and have
 AD8962.an estimated accuracy of +/- 6 seconds.
 AD8962
 AD8962.The orthometric height was determined by differential leveling and
 AD8962.adjusted by the NATIONAL GEODETIC SURVEY
 AD8962.in July 1998.
 AD8962
 AD8962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8962.GEOID18 height accuracy estimate available here.
 AD8962
 AD8962.Click photographs - Photos may exist for this station.
 AD8962
 AD8962.The dynamic height is computed by dividing the NAVD 88
 AD8962.geopotential number by the normal gravity value computed on the
 AD8962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8962.degrees latitude (g = 980.6199 gals.).
 AD8962
 AD8962.The modeled gravity was interpolated from observed gravity values.
 AD8962
 AD8962;                    North         East    Units  Estimated Accuracy
 AD8962;SPC SD N     -   134,920.      409,680.      MT  (+/- 180 meters Scaled)
 AD8962
 AD8962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK036886(NAD 83)
 AD8962
 AD8962                          SUPERSEDED SURVEY CONTROL
 AD8962
 AD8962.No superseded survey control is available for this station.
 AD8962
 AD8962_MARKER: DD = SURVEY DISK
 AD8962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8962_STAMPING: 212-96.00 1995
 AD8962_MARK LOGO: SDDT
 AD8962_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8962+STABILITY: SURFACE MOTION
 AD8962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8962+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8962
 AD8962  HISTORY     - Date     Condition        Report By
 AD8962  HISTORY     - 1995     MONUMENTED       SDDT
 AD8962  HISTORY     - 19960425 GOOD             NGS
 AD8962
 AD8962                          STATION DESCRIPTION
 AD8962
 AD8962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8962'29.3 M (96.1 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8962'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 26.8 M (87.9 FT) NORTH OF
 AD8962'MILEPOST 96, 18.1 M (59.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.8 M
 AD8962'(48.6 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A
 AD8962'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD8962'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8961 ***********************************************************************
 AD8961  DESIGNATION -  212 097.12
 AD8961  PID         -  AD8961
 AD8961  STATE/COUNTY-  SD/MEADE
 AD8961  COUNTRY     -  US
 AD8961  USGS QUAD   -  SIGNAL BUTTE (2017)
 AD8961
 AD8961                         *CURRENT SURVEY CONTROL
 AD8961  ______________________________________________________________________
 AD8961* NAD 83(1986) POSITION- 45 01 21.     (N) 102 23 35.     (W)   SCALED
 AD8961* NAVD 88 ORTHO HEIGHT -   832.875 (meters)     2732.52  (feet) ADJUSTED
 AD8961  ______________________________________________________________________
 AD8961  GEOID HEIGHT    -        -18.534 (meters)                     GEOID18
 AD8961  DYNAMIC HEIGHT  -        832.703 (meters)     2731.96  (feet) COMP
 AD8961  MODELED GRAVITY -    980,382.6   (mgal)                       NAVD 88
 AD8961
 AD8961  VERT ORDER      -  FIRST     CLASS II
 AD8961
 AD8961.The horizontal coordinates were scaled from a map and have
 AD8961.an estimated accuracy of +/- 6 seconds.
 AD8961
 AD8961.The orthometric height was determined by differential leveling and
 AD8961.adjusted by the NATIONAL GEODETIC SURVEY
 AD8961.in July 1998.
 AD8961
 AD8961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8961.GEOID18 height accuracy estimate available here.
 AD8961
 AD8961.Click photographs - Photos may exist for this station.
 AD8961
 AD8961.The dynamic height is computed by dividing the NAVD 88
 AD8961.geopotential number by the normal gravity value computed on the
 AD8961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8961.degrees latitude (g = 980.6199 gals.).
 AD8961
 AD8961.The modeled gravity was interpolated from observed gravity values.
 AD8961
 AD8961;                    North         East    Units  Estimated Accuracy
 AD8961;SPC SD N     -   134,930.      411,430.      MT  (+/- 180 meters Scaled)
 AD8961
 AD8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK053887(NAD 83)
 AD8961
 AD8961                          SUPERSEDED SURVEY CONTROL
 AD8961
 AD8961.No superseded survey control is available for this station.
 AD8961
 AD8961_MARKER: DD = SURVEY DISK
 AD8961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8961_STAMPING: 212-97.12 1995
 AD8961_MARK LOGO: SDDT
 AD8961_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8961+STABILITY: SURFACE MOTION
 AD8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8961+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8961
 AD8961  HISTORY     - Date     Condition        Report By
 AD8961  HISTORY     - 1995     MONUMENTED       SDDT
 AD8961  HISTORY     - 19960425 GOOD             NGS
 AD8961
 AD8961                          STATION DESCRIPTION
 AD8961
 AD8961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8961'27.5 M (90.2 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8961'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 193.0 M (633.2 FT) EAST OF
 AD8961'MILEPOST 97, 33.4 M (109.6 FT) EAST OF THE SOUTH END OF A CULVERT
 AD8961'UNDER THE HIGHWAY, 16.5 M (54.1 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AD8961'0.4 M (1.3 FT) NORTH OF A WITNESS POST AND T-FENCE CORNER, 0.3 M (1.0
 AD8961'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 AD8961'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8960 ***********************************************************************
 AD8960  DESIGNATION -  212 098.10
 AD8960  PID         -  AD8960
 AD8960  STATE/COUNTY-  SD/MEADE
 AD8960  COUNTRY     -  US
 AD8960  USGS QUAD   -  DEEP CREEK SE (2017)
 AD8960
 AD8960                         *CURRENT SURVEY CONTROL
 AD8960  ______________________________________________________________________
 AD8960* NAD 83(1986) POSITION- 45 01 21.     (N) 102 22 19.     (W)   SCALED
 AD8960* NAVD 88 ORTHO HEIGHT -   826.826 (meters)     2712.68  (feet) ADJUSTED
 AD8960  ______________________________________________________________________
 AD8960  GEOID HEIGHT    -        -18.591 (meters)                     GEOID18
 AD8960  DYNAMIC HEIGHT  -        826.656 (meters)     2712.12  (feet) COMP
 AD8960  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 AD8960
 AD8960  VERT ORDER      -  FIRST     CLASS II
 AD8960
 AD8960.The horizontal coordinates were scaled from a map and have
 AD8960.an estimated accuracy of +/- 6 seconds.
 AD8960
 AD8960.The orthometric height was determined by differential leveling and
 AD8960.adjusted by the NATIONAL GEODETIC SURVEY
 AD8960.in July 1998.
 AD8960
 AD8960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8960.GEOID18 height accuracy estimate available here.
 AD8960
 AD8960.Click photographs - Photos may exist for this station.
 AD8960
 AD8960.The dynamic height is computed by dividing the NAVD 88
 AD8960.geopotential number by the normal gravity value computed on the
 AD8960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8960.degrees latitude (g = 980.6199 gals.).
 AD8960
 AD8960.The modeled gravity was interpolated from observed gravity values.
 AD8960
 AD8960;                    North         East    Units  Estimated Accuracy
 AD8960;SPC SD N     -   134,880.      413,090.      MT  (+/- 180 meters Scaled)
 AD8960
 AD8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK070888(NAD 83)
 AD8960
 AD8960                          SUPERSEDED SURVEY CONTROL
 AD8960
 AD8960.No superseded survey control is available for this station.
 AD8960
 AD8960_MARKER: DD = SURVEY DISK
 AD8960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8960_STAMPING: 212-98.10 1995
 AD8960_MARK LOGO: SDDT
 AD8960_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8960+STABILITY: SURFACE MOTION
 AD8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8960+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8960
 AD8960  HISTORY     - Date     Condition        Report By
 AD8960  HISTORY     - 1995     MONUMENTED       SDDT
 AD8960  HISTORY     - 19960425 GOOD             NGS
 AD8960
 AD8960                          STATION DESCRIPTION
 AD8960
 AD8960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8960'25.9 M (85.0 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8960'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 170.0 M (557.7 FT) EAST OF
 AD8960'MILEPOST 98, 88.7 M (291.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE
 AD8960'AND GATE, 15.8 M (51.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3
 AD8960'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AD8960'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD8960'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8959 ***********************************************************************
 AD8959  DESIGNATION -  212 098.90
 AD8959  PID         -  AD8959
 AD8959  STATE/COUNTY-  SD/MEADE
 AD8959  COUNTRY     -  US
 AD8959  USGS QUAD   -  DEEP CREEK SE (2017)
 AD8959
 AD8959                         *CURRENT SURVEY CONTROL
 AD8959  ______________________________________________________________________
 AD8959* NAD 83(1986) POSITION- 45 01 23.     (N) 102 21 18.     (W)   SCALED
 AD8959* NAVD 88 ORTHO HEIGHT -   823.345 (meters)     2701.26  (feet) ADJUSTED
 AD8959  ______________________________________________________________________
 AD8959  GEOID HEIGHT    -        -18.637 (meters)                     GEOID18
 AD8959  DYNAMIC HEIGHT  -        823.176 (meters)     2700.70  (feet) COMP
 AD8959  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 AD8959
 AD8959  VERT ORDER      -  FIRST     CLASS II
 AD8959
 AD8959.The horizontal coordinates were scaled from a map and have
 AD8959.an estimated accuracy of +/- 6 seconds.
 AD8959
 AD8959.The orthometric height was determined by differential leveling and
 AD8959.adjusted by the NATIONAL GEODETIC SURVEY
 AD8959.in July 1998.
 AD8959
 AD8959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8959.GEOID18 height accuracy estimate available here.
 AD8959
 AD8959.Click photographs - Photos may exist for this station.
 AD8959
 AD8959.The dynamic height is computed by dividing the NAVD 88
 AD8959.geopotential number by the normal gravity value computed on the
 AD8959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8959.degrees latitude (g = 980.6199 gals.).
 AD8959
 AD8959.The modeled gravity was interpolated from observed gravity values.
 AD8959
 AD8959;                    North         East    Units  Estimated Accuracy
 AD8959;SPC SD N     -   134,900.      414,430.      MT  (+/- 180 meters Scaled)
 AD8959
 AD8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK083889(NAD 83)
 AD8959
 AD8959                          SUPERSEDED SURVEY CONTROL
 AD8959
 AD8959.No superseded survey control is available for this station.
 AD8959
 AD8959_MARKER: DD = SURVEY DISK
 AD8959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8959_STAMPING: 212-98.90 1995
 AD8959_MARK LOGO: SDDT
 AD8959_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8959+STABILITY: SURFACE MOTION
 AD8959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8959+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8959
 AD8959  HISTORY     - Date     Condition        Report By
 AD8959  HISTORY     - 1995     MONUMENTED       SDDT
 AD8959  HISTORY     - 19960425 GOOD             NGS
 AD8959
 AD8959                          STATION DESCRIPTION
 AD8959
 AD8959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8959'24.5 M (80.4 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8959'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 170.0 M (557.7 FT) WEST OF
 AD8959'MILEPOST 99, 19.9 M (65.3 FT) SOUTHWEST OF A UTILITY POLE, 14.0 M
 AD8959'(45.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) SOUTH OF A
 AD8959'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD8959'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7850 ***********************************************************************
 AC7850  CBN         -  This is a Cooperative Base Network Control Station.
 AC7850  DESIGNATION -  212 101.50
 AC7850  PID         -  AC7850
 AC7850  STATE/COUNTY-  SD/MEADE
 AC7850  COUNTRY     -  US
 AC7850  USGS QUAD   -  DEEP CREEK SE (2017)
 AC7850
 AC7850                         *CURRENT SURVEY CONTROL
 AC7850  ______________________________________________________________________
 AC7850* NAD 83(2011) POSITION- 45 01 28.48919(N) 102 17 57.86836(W)   ADJUSTED
 AC7850* NAD 83(2011) ELLIP HT-   787.999 (meters)        (06/27/12)   ADJUSTED
 AC7850* NAD 83(2011) EPOCH   -  2010.00
 AC7850* NAVD 88 ORTHO HEIGHT -   806.775 (meters)     2646.89  (feet) ADJUSTED
 AC7850  ______________________________________________________________________
 AC7850  GEOID HEIGHT    -        -18.785 (meters)                     GEOID18
 AC7850  NAD 83(2011) X  -   -962,045.605 (meters)                     COMP
 AC7850  NAD 83(2011) Y  - -4,412,558.650 (meters)                     COMP
 AC7850  NAD 83(2011) Z  -  4,489,837.009 (meters)                     COMP
 AC7850  LAPLACE CORR    -         -6.79  (seconds)                    DEFLEC18
 AC7850  DYNAMIC HEIGHT  -        806.609 (meters)     2646.35  (feet) COMP
 AC7850  MODELED GRAVITY -    980,384.5   (mgal)                       NAVD 88
 AC7850
 AC7850  VERT ORDER      -  FIRST     CLASS II
 AC7850
 AC7850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7850  Standards:
 AC7850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7850  -------------------------------------------------------------------
 AC7850  NETWORK    0.81   2.33           0.38   0.25   1.19     -0.12087433
 AC7850  -------------------------------------------------------------------
 AC7850  Click here for local accuracies and other accuracy information.
 AC7850
 AC7850.The horizontal coordinates were established by GPS observations
 AC7850.and adjusted by the National Geodetic Survey in June 2012.
 AC7850
 AC7850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7850.been affixed to the stable North American tectonic plate. See 
 AC7850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7850
 AC7850.The horizontal coordinates are valid at the epoch date displayed above
 AC7850.which is a decimal equivalence of Year/Month/Day.
 AC7850
 AC7850.The orthometric height was determined by differential leveling and
 AC7850.adjusted by the NATIONAL GEODETIC SURVEY
 AC7850.in July 1998.
 AC7850
 AC7850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7850.GEOID18 height accuracy estimate available here.
 AC7850
 AC7850.Click photographs - Photos may exist for this station.
 AC7850
 AC7850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7850
 AC7850.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7850
 AC7850.The ellipsoidal height was determined by GPS observations
 AC7850.and is referenced to NAD 83.
 AC7850
 AC7850.The dynamic height is computed by dividing the NAVD 88
 AC7850.geopotential number by the normal gravity value computed on the
 AC7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7850.degrees latitude (g = 980.6199 gals.).
 AC7850
 AC7850.The modeled gravity was interpolated from observed gravity values.
 AC7850
 AC7850. The following values were computed from the NAD 83(2011) position.
 AC7850
 AC7850;                    North         East     Units Scale Factor Converg.
 AC7850;SPC SD N     -   134,947.474   418,811.880   MT  0.99993922   -1 37 38.6
 AC7850;SPC SD N     -   442,740.17  1,374,051.98   sFT  0.99993922   -1 37 38.6
 AC7850;UTM  13      - 4,989,229.292   712,756.980   MT  1.00015663   +1 54 40.1
 AC7850
 AC7850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7850!SPC SD N     -   0.99987647  x   0.99993922  =   0.99981570
 AC7850!UTM  13      -   0.99987647  x   1.00015663  =   1.00003308
 AC7850
 AC7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1275689229(NAD 83)
 AC7850
 AC7850                          SUPERSEDED SURVEY CONTROL
 AC7850
 AC7850  NAD 83(2007)-  45 01 28.48911(N)    102 17 57.86954(W) AD(2002.00) 0
 AC7850  ELLIP H (02/10/07)  788.018  (m)                       GP(2002.00)    
 AC7850  ELLIP H (04/15/04)  788.011  (m)                       GP(       ) 2 1
 AC7850  NAD 83(1996)-  45 01 28.48854(N)    102 17 57.86923(W) AD(       ) B
 AC7850  ELLIP H (04/18/97)  788.076  (m)                       GP(       ) 4 1
 AC7850  NAVD 88 (04/18/97)  806.8    (m)  GEOID96  model used  GPS OBS        
 AC7850
 AC7850.Superseded values are not recommended for survey control.
 AC7850
 AC7850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7850.See file dsdata.pdf to determine how the superseded data were derived.
 AC7850
 AC7850_MARKER: Z = SEE DESCRIPTION
 AC7850_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7850_STAMPING: 212-101.50 1995
 AC7850_MARK LOGO: NGS
 AC7850_PROJECTION: FLUSH
 AC7850_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7850+STABILITY: POSITION/ELEVATION WELL
 AC7850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7850+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 AC7850_ROD/PIPE-DEPTH: 6.4 meters
 AC7850_SLEEVE-DEPTH  : 1.8 meters
 AC7850
 AC7850  HISTORY     - Date     Condition        Report By
 AC7850  HISTORY     - 1995     MONUMENTED       SDDT
 AC7850  HISTORY     - 19960425 GOOD             NGS
 AC7850  HISTORY     - 19960924 GOOD             NGS
 AC7850
 AC7850                          STATION DESCRIPTION
 AC7850
 AC7850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7850'20.2 KM (12.55 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AC7850'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 539.0 M (1768.4 FT) WEST OF
 AC7850'MILEPOST 102, 162.0 M (531.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.4
 AC7850'M (44.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 3.2 M (10.5 FT)
 AC7850'NORTH OF THE CENTER OF A GATE, 0.6 M (2.0 FT) WEST OF A WITNESS POST
 AC7850'AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0
 AC7850'FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AC7850'STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1
 AC7850'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AC7850'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7850
 AC7850                          STATION RECOVERY (1996)
 AC7850
 AC7850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7850'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) WEST OF FAITH, ON A
 AC7850'GRAVELED ROAD 0.1 MI (0.2 KM) NORTH OF U.S. HIGHWAY 212.
 AC7850'OWNERSHIP--MEADE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7850'U.S. HIGHWAY 212 AND STATE HIGHWAY 73 NORTH, 3.0 MI (4.8 KM) WEST OF
 AC7850'FAITH, GO WEST ON STATE HIGHWAY 212 FOR 9.6 MI (15.4 KM) TO A GRAVELED
 AC7850'ROAD ON THE RIGHT, TURN RIGHT, NORTH ON THE GRAVELED ROAD FOR 0.1 MI
 AC7850'(0.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON
 AC7850'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7850'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 14.0 M (45.9 FT) EAST
 AC7850'OF THE CENTER OF THE ROAD, 4.0 M (13.1 FT) NORTH OF THE CENTER OF A
 AC7850'GATE, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND A FENCE AT 3 BRACED
 AC7850'FENCE POSTS, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST.
 AC7850'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7850'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8958 ***********************************************************************
 AD8958  DESIGNATION -  212 103.00
 AD8958  PID         -  AD8958
 AD8958  STATE/COUNTY-  SD/MEADE
 AD8958  COUNTRY     -  US
 AD8958  USGS QUAD   -  DEEP CREEK SE (2017)
 AD8958
 AD8958                         *CURRENT SURVEY CONTROL
 AD8958  ______________________________________________________________________
 AD8958* NAD 83(1986) POSITION- 45 01 24.     (N) 102 16 20.     (W)   SCALED
 AD8958* NAVD 88 ORTHO HEIGHT -   812.363 (meters)     2665.23  (feet) ADJUSTED
 AD8958  ______________________________________________________________________
 AD8958  GEOID HEIGHT    -        -18.858 (meters)                     GEOID18
 AD8958  DYNAMIC HEIGHT  -        812.198 (meters)     2664.69  (feet) COMP
 AD8958  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 AD8958
 AD8958  VERT ORDER      -  FIRST     CLASS II
 AD8958
 AD8958.The horizontal coordinates were scaled from a map and have
 AD8958.an estimated accuracy of +/- 6 seconds.
 AD8958
 AD8958.The orthometric height was determined by differential leveling and
 AD8958.adjusted by the NATIONAL GEODETIC SURVEY
 AD8958.in July 1998.
 AD8958
 AD8958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8958.GEOID18 height accuracy estimate available here.
 AD8958
 AD8958.Click photographs - Photos may exist for this station.
 AD8958
 AD8958.The dynamic height is computed by dividing the NAVD 88
 AD8958.geopotential number by the normal gravity value computed on the
 AD8958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8958.degrees latitude (g = 980.6199 gals.).
 AD8958
 AD8958.The modeled gravity was interpolated from observed gravity values.
 AD8958
 AD8958;                    North         East    Units  Estimated Accuracy
 AD8958;SPC SD N     -   134,750.      420,950.      MT  (+/- 180 meters Scaled)
 AD8958
 AD8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK149891(NAD 83)
 AD8958
 AD8958                          SUPERSEDED SURVEY CONTROL
 AD8958
 AD8958.No superseded survey control is available for this station.
 AD8958
 AD8958_MARKER: DD = SURVEY DISK
 AD8958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8958_STAMPING: 212-103.00 1995
 AD8958_MARK LOGO: SDDT
 AD8958_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8958+STABILITY: SURFACE MOTION
 AD8958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8958+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8958
 AD8958  HISTORY     - Date     Condition        Report By
 AD8958  HISTORY     - 1995     MONUMENTED       SDDT
 AD8958  HISTORY     - 19960425 GOOD             NGS
 AD8958
 AD8958                          STATION DESCRIPTION
 AD8958
 AD8958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8958'18.0 M (59.1 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8958'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 23.9 M (78.4 FT) NORTH OF
 AD8958'MILEPOST 103, 14.9 M (48.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AD8958'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AD8958'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AD8958'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8957 ***********************************************************************
 AD8957  DESIGNATION -  212 105.13
 AD8957  PID         -  AD8957
 AD8957  STATE/COUNTY-  SD/MEADE
 AD8957  COUNTRY     -  US
 AD8957  USGS QUAD   -  FAITH SW (2017)
 AD8957
 AD8957                         *CURRENT SURVEY CONTROL
 AD8957  ______________________________________________________________________
 AD8957* NAD 83(1986) POSITION- 45 01 21.54   (N) 102 13 41.76   (W)   HD_HELD1
 AD8957* NAVD 88 ORTHO HEIGHT -   791.662 (meters)     2597.31  (feet) ADJUSTED
 AD8957  ______________________________________________________________________
 AD8957  GEOID HEIGHT    -        -18.974 (meters)                     GEOID18
 AD8957  DYNAMIC HEIGHT  -        791.502 (meters)     2596.79  (feet) COMP
 AD8957  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 AD8957
 AD8957  VERT ORDER      -  FIRST     CLASS II
 AD8957
 AD8957.The horizontal coordinates were determined by differentially corrected
 AD8957.hand held GPS observations or other comparable positioning techniques
 AD8957.and have an estimated accuracy of +/- 3 meters.
 AD8957
 AD8957.The orthometric height was determined by differential leveling and
 AD8957.adjusted by the NATIONAL GEODETIC SURVEY
 AD8957.in July 1998.
 AD8957
 AD8957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8957.GEOID18 height accuracy estimate available here.
 AD8957
 AD8957.Click photographs - Photos may exist for this station.
 AD8957
 AD8957.The dynamic height is computed by dividing the NAVD 88
 AD8957.geopotential number by the normal gravity value computed on the
 AD8957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8957.degrees latitude (g = 980.6199 gals.).
 AD8957
 AD8957.The modeled gravity was interpolated from observed gravity values.
 AD8957
 AD8957;                    North         East    Units  Estimated Accuracy
 AD8957;SPC SD N     -   134,576.3     424,410.3     MT  (+/- 3 meters HH1 GPS) 
 AD8957
 AD8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1836889204(NAD 83)
 AD8957
 AD8957                          SUPERSEDED SURVEY CONTROL
 AD8957
 AD8957.No superseded survey control is available for this station.
 AD8957
 AD8957_MARKER: Z = SEE DESCRIPTION
 AD8957_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8957_STAMPING: 212-105.13 1995
 AD8957_MARK LOGO: NGS
 AD8957_PROJECTION: FLUSH
 AD8957_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8957+STABILITY: POSITION/ELEVATION WELL
 AD8957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8957+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8957_ROD/PIPE-DEPTH: 6.4 meters
 AD8957_SLEEVE-DEPTH  : 4.0 meters
 AD8957
 AD8957  HISTORY     - Date     Condition        Report By
 AD8957  HISTORY     - 1995     MONUMENTED       SDDT
 AD8957  HISTORY     - 19960425 GOOD             NGS
 AD8957
 AD8957                          STATION DESCRIPTION
 AD8957
 AD8957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8957'14.5 KM (9.00 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8957'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 219.0 M (718.5 FT) EAST OF
 AD8957'MILEPOST 105, 48.3 M (158.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.7 M
 AD8957'(31.8 FT) WEST OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT) SOUTHEAST
 AD8957'OF A METAL GUARD POST, 0.3 M (1.0 FT) EAST OF A FENCE, AND 0.3 M (1.0
 AD8957'FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DATUM POINT IS A STAINLESS
 AD8957'STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1
 AD8957'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AD8957'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8956 ***********************************************************************
 AD8956  DESIGNATION -  212 107.50
 AD8956  PID         -  AD8956
 AD8956  STATE/COUNTY-  SD/MEADE
 AD8956  COUNTRY     -  US
 AD8956  USGS QUAD   -  FAITH SW (2017)
 AD8956
 AD8956                         *CURRENT SURVEY CONTROL
 AD8956  ______________________________________________________________________
 AD8956* NAD 83(1986) POSITION- 45 01 23.     (N) 102 10 50.     (W)   SCALED
 AD8956* NAVD 88 ORTHO HEIGHT -   792.151 (meters)     2598.92  (feet) ADJUSTED
 AD8956  ______________________________________________________________________
 AD8956  GEOID HEIGHT    -        -19.097 (meters)                     GEOID18
 AD8956  DYNAMIC HEIGHT  -        791.992 (meters)     2598.39  (feet) COMP
 AD8956  MODELED GRAVITY -    980,389.5   (mgal)                       NAVD 88
 AD8956
 AD8956  VERT ORDER      -  FIRST     CLASS II
 AD8956
 AD8956.The horizontal coordinates were scaled from a map and have
 AD8956.an estimated accuracy of +/- 6 seconds.
 AD8956
 AD8956.The orthometric height was determined by differential leveling and
 AD8956.adjusted by the NATIONAL GEODETIC SURVEY
 AD8956.in July 1998.
 AD8956
 AD8956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8956.GEOID18 height accuracy estimate available here.
 AD8956
 AD8956.Click photographs - Photos may exist for this station.
 AD8956
 AD8956.The dynamic height is computed by dividing the NAVD 88
 AD8956.geopotential number by the normal gravity value computed on the
 AD8956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8956.degrees latitude (g = 980.6199 gals.).
 AD8956
 AD8956.The modeled gravity was interpolated from observed gravity values.
 AD8956
 AD8956;                    North         East    Units  Estimated Accuracy
 AD8956;SPC SD N     -   134,520.      428,170.      MT  (+/- 180 meters Scaled)
 AD8956
 AD8956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK221893(NAD 83)
 AD8956
 AD8956                          SUPERSEDED SURVEY CONTROL
 AD8956
 AD8956.No superseded survey control is available for this station.
 AD8956
 AD8956_MARKER: DD = SURVEY DISK
 AD8956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8956_STAMPING: 212-107.50 1995
 AD8956_MARK LOGO: SDDT
 AD8956_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8956+STABILITY: SURFACE MOTION
 AD8956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8956+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8956
 AD8956  HISTORY     - Date     Condition        Report By
 AD8956  HISTORY     - 1995     MONUMENTED       SDDT
 AD8956  HISTORY     - 19960425 GOOD             NGS
 AD8956
 AD8956                          STATION DESCRIPTION
 AD8956
 AD8956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8956'10.7 KM (6.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8956'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 804.0 M (2637.8 FT) EAST OF
 AD8956'MILEPOST 107, 17.8 M (58.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.4 M
 AD8956'(44.0 FT) SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY,
 AD8956'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AD8956'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AD8956'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8955 ***********************************************************************
 AD8955  DESIGNATION -  212 108.50
 AD8955  PID         -  AD8955
 AD8955  STATE/COUNTY-  SD/MEADE
 AD8955  COUNTRY     -  US
 AD8955  USGS QUAD   -  FAITH SW (2017)
 AD8955
 AD8955                         *CURRENT SURVEY CONTROL
 AD8955  ______________________________________________________________________
 AD8955* NAD 83(1986) POSITION- 45 01 23.     (N) 102 09 34.     (W)   SCALED
 AD8955* NAVD 88 ORTHO HEIGHT -   781.229 (meters)     2563.08  (feet) ADJUSTED
 AD8955  ______________________________________________________________________
 AD8955  GEOID HEIGHT    -        -19.151 (meters)                     GEOID18
 AD8955  DYNAMIC HEIGHT  -        781.073 (meters)     2562.57  (feet) COMP
 AD8955  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 AD8955
 AD8955  VERT ORDER      -  FIRST     CLASS II
 AD8955
 AD8955.The horizontal coordinates were scaled from a map and have
 AD8955.an estimated accuracy of +/- 6 seconds.
 AD8955
 AD8955.The orthometric height was determined by differential leveling and
 AD8955.adjusted by the NATIONAL GEODETIC SURVEY
 AD8955.in July 1998.
 AD8955
 AD8955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8955.GEOID18 height accuracy estimate available here.
 AD8955
 AD8955.Click photographs - Photos may exist for this station.
 AD8955
 AD8955.The dynamic height is computed by dividing the NAVD 88
 AD8955.geopotential number by the normal gravity value computed on the
 AD8955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8955.degrees latitude (g = 980.6199 gals.).
 AD8955
 AD8955.The modeled gravity was interpolated from observed gravity values.
 AD8955
 AD8955;                    North         East    Units  Estimated Accuracy
 AD8955;SPC SD N     -   134,470.      429,830.      MT  (+/- 180 meters Scaled)
 AD8955
 AD8955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK237894(NAD 83)
 AD8955
 AD8955                          SUPERSEDED SURVEY CONTROL
 AD8955
 AD8955.No superseded survey control is available for this station.
 AD8955
 AD8955_MARKER: DD = SURVEY DISK
 AD8955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8955_STAMPING: 212-108.50 1995
 AD8955_MARK LOGO: SDDT
 AD8955_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8955+STABILITY: SURFACE MOTION
 AD8955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8955+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8955
 AD8955  HISTORY     - Date     Condition        Report By
 AD8955  HISTORY     - 1995     MONUMENTED       SDDT
 AD8955  HISTORY     - 19960425 GOOD             NGS
 AD8955
 AD8955                          STATION DESCRIPTION
 AD8955
 AD8955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8955'9.1 KM (5.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8955'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 788.0 M (2585.3 FT) WEST OF
 AD8955'MILEPOST 108, 18.0 M (59.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AD8955'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 AD8955'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AD8955'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7875 ***********************************************************************
 AC7875  CBN         -  This is a Cooperative Base Network Control Station.
 AC7875  DESIGNATION -  212 115.65
 AC7875  PID         -  AC7875
 AC7875  STATE/COUNTY-  SD/MEADE
 AC7875  COUNTRY     -  US
 AC7875  USGS QUAD   -  FAITH (2017)
 AC7875
 AC7875                         *CURRENT SURVEY CONTROL
 AC7875  ______________________________________________________________________
 AC7875* NAD 83(2011) POSITION- 45 01 43.42527(N) 102 00 55.74768(W)   ADJUSTED
 AC7875* NAD 83(2011) ELLIP HT-   770.119 (meters)        (06/27/12)   ADJUSTED
 AC7875* NAD 83(2011) EPOCH   -  2010.00
 AC7875* NAVD 88 ORTHO HEIGHT -   789.611 (meters)     2590.58  (feet) ADJUSTED
 AC7875  ______________________________________________________________________
 AC7875  GEOID HEIGHT    -        -19.496 (meters)                     GEOID18
 AC7875  NAD 83(2011) X  -   -940,097.431 (meters)                     COMP
 AC7875  NAD 83(2011) Y  - -4,416,940.320 (meters)                     COMP
 AC7875  NAD 83(2011) Z  -  4,490,150.280 (meters)                     COMP
 AC7875  LAPLACE CORR    -         -6.45  (seconds)                    DEFLEC18
 AC7875  DYNAMIC HEIGHT  -        789.459 (meters)     2590.08  (feet) COMP
 AC7875  MODELED GRAVITY -    980,397.4   (mgal)                       NAVD 88
 AC7875
 AC7875  VERT ORDER      -  FIRST     CLASS II
 AC7875
 AC7875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7875  Standards:
 AC7875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7875  -------------------------------------------------------------------
 AC7875  NETWORK    0.49   1.02           0.23   0.16   0.52     -0.05200133
 AC7875  -------------------------------------------------------------------
 AC7875  Click here for local accuracies and other accuracy information.
 AC7875
 AC7875.The horizontal coordinates were established by GPS observations
 AC7875.and adjusted by the National Geodetic Survey in June 2012.
 AC7875
 AC7875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7875.been affixed to the stable North American tectonic plate. See 
 AC7875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7875
 AC7875.The horizontal coordinates are valid at the epoch date displayed above
 AC7875.which is a decimal equivalence of Year/Month/Day.
 AC7875
 AC7875.The orthometric height was determined by differential leveling and
 AC7875.adjusted by the NATIONAL GEODETIC SURVEY
 AC7875.in July 1998.
 AC7875
 AC7875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7875.GEOID18 height accuracy estimate available here.
 AC7875
 AC7875.Click photographs - Photos may exist for this station.
 AC7875
 AC7875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7875
 AC7875.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7875
 AC7875.The ellipsoidal height was determined by GPS observations
 AC7875.and is referenced to NAD 83.
 AC7875
 AC7875.The dynamic height is computed by dividing the NAVD 88
 AC7875.geopotential number by the normal gravity value computed on the
 AC7875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7875.degrees latitude (g = 980.6199 gals.).
 AC7875
 AC7875.The modeled gravity was interpolated from observed gravity values.
 AC7875
 AC7875. The following values were computed from the NAD 83(2011) position.
 AC7875
 AC7875;                    North         East     Units Scale Factor Converg.
 AC7875;SPC SD N     -   134,812.157   441,190.851   MT  0.99993919   -1 25 35.2
 AC7875;SPC SD N     -   442,296.22  1,447,473.65   sFT  0.99993919   -1 25 35.2
 AC7875;UTM  13      - 4,990,475.857   735,107.845   MT  1.00027973   +2 06 44.6
 AC7875;UTM  14      - 4,990,566.315   262,452.392   MT  1.00029392   -2 08 03.6
 AC7875
 AC7875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7875!SPC SD N     -   0.99987927  x   0.99993919  =   0.99981847
 AC7875!UTM  13      -   0.99987927  x   1.00027973  =   1.00015897
 AC7875!UTM  14      -   0.99987927  x   1.00029392  =   1.00017316
 AC7875
 AC7875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3510790475(NAD 83)
 AC7875
 AC7875                          SUPERSEDED SURVEY CONTROL
 AC7875
 AC7875  NAD 83(2007)-  45 01 43.42521(N)    102 00 55.74894(W) AD(2002.00) 0
 AC7875  ELLIP H (02/10/07)  770.129  (m)                       GP(2002.00)    
 AC7875  ELLIP H (06/23/03)  770.121  (m)                       GP(       ) 3 1
 AC7875  NAD 83(1996)-  45 01 43.42469(N)    102 00 55.74872(W) AD(       ) B
 AC7875  ELLIP H (04/18/97)  770.184  (m)                       GP(       ) 4 1
 AC7875  NAVD 88             789.61   (m)         2590.6    (f) LEVELING    3  
 AC7875  NAVD 88 (04/18/97)  789.6    (m)  GEOID96  model used  GPS OBS        
 AC7875
 AC7875.Superseded values are not recommended for survey control.
 AC7875
 AC7875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7875.See file dsdata.pdf to determine how the superseded data were derived.
 AC7875
 AC7875_MARKER: Z = SEE DESCRIPTION
 AC7875_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7875_STAMPING: 212-115.65 1995
 AC7875_MARK LOGO: NGS
 AC7875_PROJECTION: FLUSH
 AC7875_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7875+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2024
 AC7875_ROD/PIPE-DEPTH: 6.40 meters
 AC7875_SLEEVE-DEPTH  : 1.80 meters
 AC7875
 AC7875  HISTORY     - Date     Condition        Report By
 AC7875  HISTORY     - 1995     MONUMENTED       SDDT
 AC7875  HISTORY     - 19960425 GOOD             NGS
 AC7875  HISTORY     - 19960925 GOOD             NGS
 AC7875  HISTORY     - 20020515 GOOD             SDDT
 AC7875  HISTORY     - 20130116 GOOD             INDIV
 AC7875  HISTORY     - 20240618 GOOD             KADRMA
 AC7875
 AC7875                          STATION DESCRIPTION
 AC7875
 AC7875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7875'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AC7875'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 573.0 M (1879.9 FT) WEST OF
 AC7875'MILEPOST 116, 43.5 M (142.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AC7875'23.1 M (75.8 FT) NORTHEAST OF THE CENTER OF A ROAD LEADING TO THE
 AC7875'FAITH AIRPORT, 0.6 M (2.0 FT) NORTH OF A METAL GUARD POST, 0.5 M (1.6
 AC7875'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A FENCE
 AC7875'CORNER, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST. NOTE--THE
 AC7875'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP
 AC7875'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AC7875'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AC7875'CAP.
 AC7875
 AC7875                          STATION RECOVERY (1996)
 AC7875
 AC7875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7875'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) WEST-SOUTHWEST OF RED
 AC7875'ELM AND 1.2 MI (1.9 KM) NORTHEAST OF FAITH, ON U.S. HIGHWAY 212.
 AC7875'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7875'JUNCTION OF U.S. HIGHWAY 212 AND STATE HIGHWAY 73 SOUTH IN FAITH, GO
 AC7875'EAST THEN NORTHEAST ON HIGHWAY 212 FOR 1.6 MI (2.6 KM) TO THE STATION
 AC7875'ON THE LEFT, AT THE JUNCTION OF A PAVED ROAD LEADING TO THE AIRPORT.
 AC7875'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7875'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7875'PIPE.  LOCATED 142.2 FT (43.3 M) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AC7875'75.1 FT (22.9 M) NORTHEAST OF THE CENTER OF THE ROAD, 24.3 FT (7.4 M)
 AC7875'NORTHWEST OF THE CENTER OF A TRACK ROAD, 23.1 FT (7.0 M) SOUTHWEST OF
 AC7875'THE CENTER OF A FIELD ENTRANCE AND GATE, 2.0 FT (0.6 M) EAST-SOUTHEAST
 AC7875'OF A FENCE CORNER POST, 2.0 FT (0.6 M) NORTH OF A METAL GUARD POST,
 AC7875'1.9 FT (0.6 M) SOUTHEAST OF A FENCE, AND 1.5 FT (0.5 M) SOUTHEAST OF A
 AC7875'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7875'LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7875
 AC7875                          STATION RECOVERY (2002)
 AC7875
 AC7875'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7875'RECOVERED AS DESCRIBED
 AC7875
 AC7875                          STATION RECOVERY (2013)
 AC7875
 AC7875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7875'RECOVERED IN GOOD CONDITION.
 AC7875
 AC7875                          STATION RECOVERY (2024)
 AC7875
 AC7875'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2024 (GF)
 AC7875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8953 ***********************************************************************
 AD8953  DESIGNATION -  212 116.74
 AD8953  PID         -  AD8953
 AD8953  STATE/COUNTY-  SD/ZIEBACH
 AD8953  COUNTRY     -  US
 AD8953  USGS QUAD   -  RED ELM SW (2017)
 AD8953
 AD8953                         *CURRENT SURVEY CONTROL
 AD8953  ______________________________________________________________________
 AD8953* NAD 83(1986) POSITION- 45 02 15.     (N) 101 59 51.     (W)   SCALED
 AD8953* NAVD 88 ORTHO HEIGHT -   775.199 (meters)     2543.30  (feet) ADJUSTED
 AD8953  ______________________________________________________________________
 AD8953  GEOID HEIGHT    -        -19.530 (meters)                     GEOID18
 AD8953  DYNAMIC HEIGHT  -        775.050 (meters)     2542.81  (feet) COMP
 AD8953  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 AD8953
 AD8953  VERT ORDER      -  FIRST     CLASS II
 AD8953
 AD8953.The horizontal coordinates were scaled from a map and have
 AD8953.an estimated accuracy of +/- 6 seconds.
 AD8953
 AD8953.The orthometric height was determined by differential leveling and
 AD8953.adjusted by the NATIONAL GEODETIC SURVEY
 AD8953.in July 1998.
 AD8953
 AD8953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8953.GEOID18 height accuracy estimate available here.
 AD8953
 AD8953.Click photographs - Photos may exist for this station.
 AD8953
 AD8953.The dynamic height is computed by dividing the NAVD 88
 AD8953.geopotential number by the normal gravity value computed on the
 AD8953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8953.degrees latitude (g = 980.6199 gals.).
 AD8953
 AD8953.The modeled gravity was interpolated from observed gravity values.
 AD8953
 AD8953;                    North         East    Units  Estimated Accuracy
 AD8953;SPC SD N     -   135,750.      442,630.      MT  (+/- 180 meters Scaled)
 AD8953
 AD8953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ639914(NAD 83)
 AD8953
 AD8953                          SUPERSEDED SURVEY CONTROL
 AD8953
 AD8953.No superseded survey control is available for this station.
 AD8953
 AD8953_MARKER: DD = SURVEY DISK
 AD8953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8953_STAMPING: 212-116.74 1995
 AD8953_MARK LOGO: SDDT
 AD8953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8953+STABILITY: SURFACE MOTION
 AD8953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8953+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8953
 AD8953  HISTORY     - Date     Condition        Report By
 AD8953  HISTORY     - 1995     MONUMENTED       SDDT
 AD8953  HISTORY     - 19960425 GOOD             NGS
 AD8953  HISTORY     - 20120723 GOOD             INDIV
 AD8953
 AD8953                          STATION DESCRIPTION
 AD8953
 AD8953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8953'4.3 KM (2.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8953'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 425.0 M (1394.4 FT) EAST OF
 AD8953'MILEPOST 117, 22.4 M (73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.7 M
 AD8953'(22.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6
 AD8953'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AD8953'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8953
 AD8953                          STATION RECOVERY (2012)
 AD8953
 AD8953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8952 ***********************************************************************
 AD8952  DESIGNATION -  212 117.65
 AD8952  PID         -  AD8952
 AD8952  STATE/COUNTY-  SD/ZIEBACH
 AD8952  COUNTRY     -  US
 AD8952  USGS QUAD   -  RED ELM SW (2017)
 AD8952
 AD8952                         *CURRENT SURVEY CONTROL
 AD8952  ______________________________________________________________________
 AD8952* NAD 83(1986) POSITION- 45 02 19.6    (N) 101 58 42.8    (W)   HD_HELD2
 AD8952* NAVD 88 ORTHO HEIGHT -   757.063 (meters)     2483.80  (feet) ADJUSTED
 AD8952  ______________________________________________________________________
 AD8952  GEOID HEIGHT    -        -19.576 (meters)                     GEOID18
 AD8952  DYNAMIC HEIGHT  -        756.918 (meters)     2483.32  (feet) COMP
 AD8952  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 AD8952
 AD8952  VERT ORDER      -  FIRST     CLASS II
 AD8952
 AD8952.The horizontal coordinates were established by autonomous hand held GPS
 AD8952.observations and have an estimated accuracy of +/- 10 meters.
 AD8952
 AD8952.The orthometric height was determined by differential leveling and
 AD8952.adjusted by the NATIONAL GEODETIC SURVEY
 AD8952.in July 1998.
 AD8952
 AD8952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8952.GEOID18 height accuracy estimate available here.
 AD8952
 AD8952.Click photographs - Photos may exist for this station.
 AD8952
 AD8952.The dynamic height is computed by dividing the NAVD 88
 AD8952.geopotential number by the normal gravity value computed on the
 AD8952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8952.degrees latitude (g = 980.6199 gals.).
 AD8952
 AD8952.The modeled gravity was interpolated from observed gravity values.
 AD8952
 AD8952;                    North         East    Units  Estimated Accuracy
 AD8952;SPC SD N     -   135,857.      444,127.      MT  (+/- 10 meters HH2 GPS)
 AD8952
 AD8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6540291574(NAD 83)
 AD8952
 AD8952                          SUPERSEDED SURVEY CONTROL
 AD8952
 AD8952.No superseded survey control is available for this station.
 AD8952
 AD8952_MARKER: DD = SURVEY DISK
 AD8952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8952_STAMPING: 212-117.65 1995
 AD8952_MARK LOGO: SDDT
 AD8952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8952+STABILITY: SURFACE MOTION
 AD8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8952+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8952
 AD8952  HISTORY     - Date     Condition        Report By
 AD8952  HISTORY     - 1995     MONUMENTED       SDDT
 AD8952  HISTORY     - 19960425 GOOD             NGS
 AD8952  HISTORY     - 20110821 GOOD             GEOCAC
 AD8952  HISTORY     - 20120723 GOOD             INDIV
 AD8952
 AD8952                          STATION DESCRIPTION
 AD8952
 AD8952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8952'5.8 KM (3.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8952'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 573.0 M (1879.9 FT) WEST OF
 AD8952'MILEPOST 118, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.6 M
 AD8952'(18.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3
 AD8952'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AD8952'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8952
 AD8952                          STATION RECOVERY (2011)
 AD8952
 AD8952'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 AD8952'RECOVERED IN GOOD CONDITION.
 AD8952
 AD8952                          STATION RECOVERY (2012)
 AD8952
 AD8952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8951 ***********************************************************************
 AD8951  DESIGNATION -  212 118.65
 AD8951  PID         -  AD8951
 AD8951  STATE/COUNTY-  SD/ZIEBACH
 AD8951  COUNTRY     -  US
 AD8951  USGS QUAD   -  RED ELM SW (2017)
 AD8951
 AD8951                         *CURRENT SURVEY CONTROL
 AD8951  ______________________________________________________________________
 AD8951* NAD 83(1986) POSITION- 45 02 18.     (N) 101 57 29.     (W)   SCALED
 AD8951* NAVD 88 ORTHO HEIGHT -   755.646 (meters)     2479.15  (feet) ADJUSTED
 AD8951  ______________________________________________________________________
 AD8951  GEOID HEIGHT    -        -19.626 (meters)                     GEOID18
 AD8951  DYNAMIC HEIGHT  -        755.502 (meters)     2478.68  (feet) COMP
 AD8951  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 AD8951
 AD8951  VERT ORDER      -  FIRST     CLASS II
 AD8951
 AD8951.The horizontal coordinates were scaled from a map and have
 AD8951.an estimated accuracy of +/- 6 seconds.
 AD8951
 AD8951.The orthometric height was determined by differential leveling and
 AD8951.adjusted by the NATIONAL GEODETIC SURVEY
 AD8951.in July 1998.
 AD8951
 AD8951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8951.GEOID18 height accuracy estimate available here.
 AD8951
 AD8951.Click photographs - Photos may exist for this station.
 AD8951
 AD8951.The dynamic height is computed by dividing the NAVD 88
 AD8951.geopotential number by the normal gravity value computed on the
 AD8951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8951.degrees latitude (g = 980.6199 gals.).
 AD8951
 AD8951.The modeled gravity was interpolated from observed gravity values.
 AD8951
 AD8951;                    North         East    Units  Estimated Accuracy
 AD8951;SPC SD N     -   135,770.      445,740.      MT  (+/- 180 meters Scaled)
 AD8951
 AD8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ670914(NAD 83)
 AD8951
 AD8951                          SUPERSEDED SURVEY CONTROL
 AD8951
 AD8951.No superseded survey control is available for this station.
 AD8951
 AD8951_MARKER: DD = SURVEY DISK
 AD8951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8951_STAMPING: 212-118.65 1995
 AD8951_MARK LOGO: SDDT
 AD8951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8951+STABILITY: SURFACE MOTION
 AD8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8951+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8951
 AD8951  HISTORY     - Date     Condition        Report By
 AD8951  HISTORY     - 1995     MONUMENTED       SDDT
 AD8951  HISTORY     - 19960425 GOOD             NGS
 AD8951  HISTORY     - 20120723 GOOD             INDIV
 AD8951
 AD8951                          STATION DESCRIPTION
 AD8951
 AD8951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8951'5.8 KM (3.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8951'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 573.0 M (1879.9 FT) WEST OF
 AD8951'MILEPOST 118, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.6 M
 AD8951'(18.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3
 AD8951'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AD8951'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8951
 AD8951                          STATION RECOVERY (2012)
 AD8951
 AD8951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8950 ***********************************************************************
 AD8950  DESIGNATION -  212 119.70
 AD8950  PID         -  AD8950
 AD8950  STATE/COUNTY-  SD/ZIEBACH
 AD8950  COUNTRY     -  US
 AD8950  USGS QUAD   -  RED ELM SW (2017)
 AD8950
 AD8950                         *CURRENT SURVEY CONTROL
 AD8950  ______________________________________________________________________
 AD8950* NAD 83(1986) POSITION- 45 02 18.     (N) 101 56 11.     (W)   SCALED
 AD8950* NAVD 88 ORTHO HEIGHT -   763.104 (meters)     2503.62  (feet) ADJUSTED
 AD8950  ______________________________________________________________________
 AD8950  GEOID HEIGHT    -        -19.678 (meters)                     GEOID18
 AD8950  DYNAMIC HEIGHT  -        762.960 (meters)     2503.14  (feet) COMP
 AD8950  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 AD8950
 AD8950  VERT ORDER      -  FIRST     CLASS II
 AD8950
 AD8950.The horizontal coordinates were scaled from a map and have
 AD8950.an estimated accuracy of +/- 6 seconds.
 AD8950
 AD8950.The orthometric height was determined by differential leveling and
 AD8950.adjusted by the NATIONAL GEODETIC SURVEY
 AD8950.in July 1998.
 AD8950
 AD8950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8950.GEOID18 height accuracy estimate available here.
 AD8950
 AD8950.Click photographs - Photos may exist for this station.
 AD8950
 AD8950.The dynamic height is computed by dividing the NAVD 88
 AD8950.geopotential number by the normal gravity value computed on the
 AD8950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8950.degrees latitude (g = 980.6199 gals.).
 AD8950
 AD8950.The modeled gravity was interpolated from observed gravity values.
 AD8950
 AD8950;                    North         East    Units  Estimated Accuracy
 AD8950;SPC SD N     -   135,730.      447,450.      MT  (+/- 180 meters Scaled)
 AD8950
 AD8950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ687914(NAD 83)
 AD8950
 AD8950                          SUPERSEDED SURVEY CONTROL
 AD8950
 AD8950.No superseded survey control is available for this station.
 AD8950
 AD8950_MARKER: DD = SURVEY DISK
 AD8950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8950_STAMPING: 212-119.70 1995
 AD8950_MARK LOGO: SDDT
 AD8950_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8950+STABILITY: SURFACE MOTION
 AD8950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8950+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8950
 AD8950  HISTORY     - Date     Condition        Report By
 AD8950  HISTORY     - 1995     MONUMENTED       SDDT
 AD8950  HISTORY     - 19960425 GOOD             NGS
 AD8950  HISTORY     - 20120723 GOOD             INDIV
 AD8950
 AD8950                          STATION DESCRIPTION
 AD8950
 AD8950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8950'9.2 KM (5.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8950'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 439.0 M (1440.3 FT) WEST OF
 AD8950'MILEPOST 120, 22.0 M (72.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.2 M
 AD8950'(10.5 FT) WEST OF THE EXTENDED CENTER OF A TRACK ROAD LEADING NORTH,
 AD8950'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AD8950'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8950'SURFACE.
 AD8950
 AD8950                          STATION RECOVERY (2012)
 AD8950
 AD8950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8949 ***********************************************************************
 AD8949  DESIGNATION -  212 120.46
 AD8949  PID         -  AD8949
 AD8949  STATE/COUNTY-  SD/ZIEBACH
 AD8949  COUNTRY     -  US
 AD8949  USGS QUAD   -  RED ELM SW (2017)
 AD8949
 AD8949                         *CURRENT SURVEY CONTROL
 AD8949  ______________________________________________________________________
 AD8949* NAD 83(1986) POSITION- 45 02 17.     (N) 101 55 12.     (W)   SCALED
 AD8949* NAVD 88 ORTHO HEIGHT -   775.741 (meters)     2545.08  (feet) ADJUSTED
 AD8949  ______________________________________________________________________
 AD8949  GEOID HEIGHT    -        -19.717 (meters)                     GEOID18
 AD8949  DYNAMIC HEIGHT  -        775.594 (meters)     2544.59  (feet) COMP
 AD8949  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 AD8949
 AD8949  VERT ORDER      -  FIRST     CLASS II
 AD8949
 AD8949.The horizontal coordinates were scaled from a map and have
 AD8949.an estimated accuracy of +/- 6 seconds.
 AD8949
 AD8949.The orthometric height was determined by differential leveling and
 AD8949.adjusted by the NATIONAL GEODETIC SURVEY
 AD8949.in July 1998.
 AD8949
 AD8949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8949.GEOID18 height accuracy estimate available here.
 AD8949
 AD8949.Click photographs - Photos may exist for this station.
 AD8949
 AD8949.The dynamic height is computed by dividing the NAVD 88
 AD8949.geopotential number by the normal gravity value computed on the
 AD8949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8949.degrees latitude (g = 980.6199 gals.).
 AD8949
 AD8949.The modeled gravity was interpolated from observed gravity values.
 AD8949
 AD8949;                    North         East    Units  Estimated Accuracy
 AD8949;SPC SD N     -   135,670.      448,740.      MT  (+/- 180 meters Scaled)
 AD8949
 AD8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ700913(NAD 83)
 AD8949
 AD8949                          SUPERSEDED SURVEY CONTROL
 AD8949
 AD8949.No superseded survey control is available for this station.
 AD8949
 AD8949_MARKER: Z = SEE DESCRIPTION
 AD8949_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8949_STAMPING: 212-120.46 1995
 AD8949_MARK LOGO: NGS
 AD8949_PROJECTION: FLUSH
 AD8949_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8949+STABILITY: POSITION/ELEVATION WELL
 AD8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8949+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8949_ROD/PIPE-DEPTH: 6.4 meters
 AD8949_SLEEVE-DEPTH  : 4.0 meters
 AD8949
 AD8949  HISTORY     - Date     Condition        Report By
 AD8949  HISTORY     - 1995     MONUMENTED       SDDT
 AD8949  HISTORY     - 19960425 GOOD             NGS
 AD8949  HISTORY     - 20120723 GOOD             INDIV
 AD8949
 AD8949                          STATION DESCRIPTION
 AD8949
 AD8949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8949'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8949'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 737.0 M (2418.0 FT) EAST OF
 AD8949'MILEPOST 120, 49.9 M (163.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE
 AD8949'AND GATE, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3
 AD8949'FT) SOUTH OF A METAL GUARD POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AD8949'HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 AD8949'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET ATTACHED TO AN IRON
 AD8949'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AD8949'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD8949'THROUGH A 4-INCH PVC CAP.
 AD8949
 AD8949                          STATION RECOVERY (2012)
 AD8949
 AD8949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8948 ***********************************************************************
 AD8948  DESIGNATION -  212 121.50
 AD8948  PID         -  AD8948
 AD8948  STATE/COUNTY-  SD/ZIEBACH
 AD8948  COUNTRY     -  US
 AD8948  USGS QUAD   -  RED ELM SW (2017)
 AD8948
 AD8948                         *CURRENT SURVEY CONTROL
 AD8948  ______________________________________________________________________
 AD8948* NAD 83(1986) POSITION- 45 02 18.     (N) 101 53 59.     (W)   SCALED
 AD8948* NAVD 88 ORTHO HEIGHT -   776.179 (meters)     2546.51  (feet) ADJUSTED
 AD8948  ______________________________________________________________________
 AD8948  GEOID HEIGHT    -        -19.764 (meters)                     GEOID18
 AD8948  DYNAMIC HEIGHT  -        776.032 (meters)     2546.03  (feet) COMP
 AD8948  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 AD8948
 AD8948  VERT ORDER      -  FIRST     CLASS II
 AD8948
 AD8948.The horizontal coordinates were scaled from a map and have
 AD8948.an estimated accuracy of +/- 6 seconds.
 AD8948
 AD8948.The orthometric height was determined by differential leveling and
 AD8948.adjusted by the NATIONAL GEODETIC SURVEY
 AD8948.in July 1998.
 AD8948
 AD8948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8948.GEOID18 height accuracy estimate available here.
 AD8948
 AD8948.Click photographs - Photos may exist for this station.
 AD8948
 AD8948.The dynamic height is computed by dividing the NAVD 88
 AD8948.geopotential number by the normal gravity value computed on the
 AD8948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8948.degrees latitude (g = 980.6199 gals.).
 AD8948
 AD8948.The modeled gravity was interpolated from observed gravity values.
 AD8948
 AD8948;                    North         East    Units  Estimated Accuracy
 AD8948;SPC SD N     -   135,660.      450,340.      MT  (+/- 180 meters Scaled)
 AD8948
 AD8948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ716912(NAD 83)
 AD8948
 AD8948                          SUPERSEDED SURVEY CONTROL
 AD8948
 AD8948.No superseded survey control is available for this station.
 AD8948
 AD8948_MARKER: DD = SURVEY DISK
 AD8948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8948_STAMPING: 212-121.50 1995
 AD8948_MARK LOGO: SDDT
 AD8948_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8948+STABILITY: SURFACE MOTION
 AD8948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8948+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8948
 AD8948  HISTORY     - Date     Condition        Report By
 AD8948  HISTORY     - 1995     MONUMENTED       SDDT
 AD8948  HISTORY     - 19960425 GOOD             NGS
 AD8948  HISTORY     - 20120723 GOOD             INDIV
 AD8948
 AD8948                          STATION DESCRIPTION
 AD8948
 AD8948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8948'12.1 KM (7.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8948'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 764.0 M (2506.6 FT) WEST OF
 AD8948'MILEPOST 122, 21.9 M (71.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M
 AD8948'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AD8948'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8948'SURFACE.
 AD8948
 AD8948                          STATION RECOVERY (2012)
 AD8948
 AD8948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8947 ***********************************************************************
 AD8947  DESIGNATION -  212 122.60
 AD8947  PID         -  AD8947
 AD8947  STATE/COUNTY-  SD/ZIEBACH
 AD8947  COUNTRY     -  US
 AD8947  USGS QUAD   -  RED ELM SW (2017)
 AD8947
 AD8947                         *CURRENT SURVEY CONTROL
 AD8947  ______________________________________________________________________
 AD8947* NAD 83(1986) POSITION- 45 02 19.     (N) 101 52 39.     (W)   SCALED
 AD8947* NAVD 88 ORTHO HEIGHT -   785.073 (meters)     2575.69  (feet) ADJUSTED
 AD8947  ______________________________________________________________________
 AD8947  GEOID HEIGHT    -        -19.816 (meters)                     GEOID18
 AD8947  DYNAMIC HEIGHT  -        784.925 (meters)     2575.21  (feet) COMP
 AD8947  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 AD8947
 AD8947  VERT ORDER      -  FIRST     CLASS II
 AD8947
 AD8947.The horizontal coordinates were scaled from a map and have
 AD8947.an estimated accuracy of +/- 6 seconds.
 AD8947
 AD8947.The orthometric height was determined by differential leveling and
 AD8947.adjusted by the NATIONAL GEODETIC SURVEY
 AD8947.in July 1998.
 AD8947
 AD8947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8947.GEOID18 height accuracy estimate available here.
 AD8947
 AD8947.Click photographs - Photos may exist for this station.
 AD8947
 AD8947.The dynamic height is computed by dividing the NAVD 88
 AD8947.geopotential number by the normal gravity value computed on the
 AD8947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8947.degrees latitude (g = 980.6199 gals.).
 AD8947
 AD8947.The modeled gravity was interpolated from observed gravity values.
 AD8947
 AD8947;                    North         East    Units  Estimated Accuracy
 AD8947;SPC SD N     -   135,650.      452,090.      MT  (+/- 180 meters Scaled)
 AD8947
 AD8947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ733912(NAD 83)
 AD8947
 AD8947                          SUPERSEDED SURVEY CONTROL
 AD8947
 AD8947.No superseded survey control is available for this station.
 AD8947
 AD8947_MARKER: DD = SURVEY DISK
 AD8947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8947_STAMPING: 212-122.60 1995
 AD8947_MARK LOGO: SDDT
 AD8947_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8947+STABILITY: SURFACE MOTION
 AD8947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8947+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8947
 AD8947  HISTORY     - Date     Condition        Report By
 AD8947  HISTORY     - 1995     MONUMENTED       SDDT
 AD8947  HISTORY     - 19960425 GOOD             NGS
 AD8947  HISTORY     - 20120723 GOOD             INDIV
 AD8947
 AD8947                          STATION DESCRIPTION
 AD8947
 AD8947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8947'13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8947'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 627.0 M (2057.1 FT) WEST OF
 AD8947'MILEPOST 123, 45.4 M (148.9 FT) NORTHWEST OF THE NORTH END OF A
 AD8947'CULVERT UNDER THE HIGHWAY, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY
 AD8947'CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AD8947'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AD8947'THE GROUND SURFACE.
 AD8947
 AD8947                          STATION RECOVERY (2012)
 AD8947
 AD8947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8946 ***********************************************************************
 AD8946  DESIGNATION -  212 123.60
 AD8946  PID         -  AD8946
 AD8946  STATE/COUNTY-  SD/ZIEBACH
 AD8946  COUNTRY     -  US
 AD8946  USGS QUAD   -  RED ELM (2017)
 AD8946
 AD8946                         *CURRENT SURVEY CONTROL
 AD8946  ______________________________________________________________________
 AD8946* NAD 83(1986) POSITION- 45 02 35.     (N) 101 51 31.     (W)   SCALED
 AD8946* NAVD 88 ORTHO HEIGHT -   786.409 (meters)     2580.08  (feet) ADJUSTED
 AD8946  ______________________________________________________________________
 AD8946  GEOID HEIGHT    -        -19.857 (meters)                     GEOID18
 AD8946  DYNAMIC HEIGHT  -        786.261 (meters)     2579.59  (feet) COMP
 AD8946  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 AD8946
 AD8946  VERT ORDER      -  FIRST     CLASS II
 AD8946
 AD8946.The horizontal coordinates were scaled from a map and have
 AD8946.an estimated accuracy of +/- 6 seconds.
 AD8946
 AD8946.The orthometric height was determined by differential leveling and
 AD8946.adjusted by the NATIONAL GEODETIC SURVEY
 AD8946.in July 1998.
 AD8946
 AD8946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8946.GEOID18 height accuracy estimate available here.
 AD8946
 AD8946.Click photographs - Photos may exist for this station.
 AD8946
 AD8946.The dynamic height is computed by dividing the NAVD 88
 AD8946.geopotential number by the normal gravity value computed on the
 AD8946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8946.degrees latitude (g = 980.6199 gals.).
 AD8946
 AD8946.The modeled gravity was interpolated from observed gravity values.
 AD8946
 AD8946;                    North         East    Units  Estimated Accuracy
 AD8946;SPC SD N     -   136,110.      453,590.      MT  (+/- 180 meters Scaled)
 AD8946
 AD8946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ748917(NAD 83)
 AD8946
 AD8946                          SUPERSEDED SURVEY CONTROL
 AD8946
 AD8946.No superseded survey control is available for this station.
 AD8946
 AD8946_MARKER: DD = SURVEY DISK
 AD8946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8946_STAMPING: 212-123.60 1995
 AD8946_MARK LOGO: SDDT
 AD8946_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8946+STABILITY: SURFACE MOTION
 AD8946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8946+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8946
 AD8946  HISTORY     - Date     Condition        Report By
 AD8946  HISTORY     - 1995     MONUMENTED       SDDT
 AD8946  HISTORY     - 19960425 GOOD             NGS
 AD8946  HISTORY     - 20120723 GOOD             INDIV
 AD8946
 AD8946                          STATION DESCRIPTION
 AD8946
 AD8946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8946'15.5 KM (9.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8946'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 637.0 M (2089.9 FT) WEST OF
 AD8946'MILEPOST 124, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AD8946'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AD8946'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8946'SURFACE.
 AD8946
 AD8946                          STATION RECOVERY (2012)
 AD8946
 AD8946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8945 ***********************************************************************
 AD8945  DESIGNATION -  212 124.72
 AD8945  PID         -  AD8945
 AD8945  STATE/COUNTY-  SD/ZIEBACH
 AD8945  COUNTRY     -  US
 AD8945  USGS QUAD   -  RED ELM (2017)
 AD8945
 AD8945                         *CURRENT SURVEY CONTROL
 AD8945  ______________________________________________________________________
 AD8945* NAD 83(1986) POSITION- 45 02 54.     (N) 101 50 13.     (W)   SCALED
 AD8945* NAVD 88 ORTHO HEIGHT -   773.742 (meters)     2538.52  (feet) ADJUSTED
 AD8945  ______________________________________________________________________
 AD8945  GEOID HEIGHT    -        -19.905 (meters)                     GEOID18
 AD8945  DYNAMIC HEIGHT  -        773.596 (meters)     2538.04  (feet) COMP
 AD8945  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 AD8945
 AD8945  VERT ORDER      -  FIRST     CLASS II
 AD8945
 AD8945.The horizontal coordinates were scaled from a map and have
 AD8945.an estimated accuracy of +/- 6 seconds.
 AD8945
 AD8945.The orthometric height was determined by differential leveling and
 AD8945.adjusted by the NATIONAL GEODETIC SURVEY
 AD8945.in July 1998.
 AD8945
 AD8945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8945.GEOID18 height accuracy estimate available here.
 AD8945
 AD8945.Click photographs - Photos may exist for this station.
 AD8945
 AD8945.The dynamic height is computed by dividing the NAVD 88
 AD8945.geopotential number by the normal gravity value computed on the
 AD8945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8945.degrees latitude (g = 980.6199 gals.).
 AD8945
 AD8945.The modeled gravity was interpolated from observed gravity values.
 AD8945
 AD8945;                    North         East    Units  Estimated Accuracy
 AD8945;SPC SD N     -   136,660.      455,310.      MT  (+/- 180 meters Scaled)
 AD8945
 AD8945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ765922(NAD 83)
 AD8945
 AD8945                          SUPERSEDED SURVEY CONTROL
 AD8945
 AD8945.No superseded survey control is available for this station.
 AD8945
 AD8945_MARKER: Z = SEE DESCRIPTION
 AD8945_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8945_STAMPING: 212-124.72 1995
 AD8945_MARK LOGO: NGS
 AD8945_PROJECTION: FLUSH
 AD8945_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8945+STABILITY: POSITION/ELEVATION WELL
 AD8945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8945+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8945_ROD/PIPE-DEPTH: 6.4 meters
 AD8945_SLEEVE-DEPTH  : 4.0 meters
 AD8945
 AD8945  HISTORY     - Date     Condition        Report By
 AD8945  HISTORY     - 1995     MONUMENTED       SDDT
 AD8945  HISTORY     - 19960425 GOOD             NGS
 AD8945  HISTORY     - 20120723 GOOD             INDIV
 AD8945
 AD8945                          STATION DESCRIPTION
 AD8945
 AD8945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8945'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8945'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 450.0 M (1476.4 FT) WEST OF
 AD8945'MILEPOST 125, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.7 M
 AD8945'(2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST,
 AD8945'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 AD8945'NORTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 AD8945'RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AD8945'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8945'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD8945
 AD8945                          STATION RECOVERY (2012)
 AD8945
 AD8945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8944 ***********************************************************************
 AD8944  DESIGNATION -  212 125.83
 AD8944  PID         -  AD8944
 AD8944  STATE/COUNTY-  SD/ZIEBACH
 AD8944  COUNTRY     -  US
 AD8944  USGS QUAD   -  RED ELM (2017)
 AD8944
 AD8944                         *CURRENT SURVEY CONTROL
 AD8944  ______________________________________________________________________
 AD8944* NAD 83(1986) POSITION- 45 03 12.     (N) 101 48 53.     (W)   SCALED
 AD8944* NAVD 88 ORTHO HEIGHT -   757.014 (meters)     2483.64  (feet) ADJUSTED
 AD8944  ______________________________________________________________________
 AD8944  GEOID HEIGHT    -        -19.958 (meters)                     GEOID18
 AD8944  DYNAMIC HEIGHT  -        756.870 (meters)     2483.16  (feet) COMP
 AD8944  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 AD8944
 AD8944  VERT ORDER      -  FIRST     CLASS II
 AD8944
 AD8944.The horizontal coordinates were scaled from a map and have
 AD8944.an estimated accuracy of +/- 6 seconds.
 AD8944
 AD8944.The orthometric height was determined by differential leveling and
 AD8944.adjusted by the NATIONAL GEODETIC SURVEY
 AD8944.in July 1998.
 AD8944
 AD8944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8944.GEOID18 height accuracy estimate available here.
 AD8944
 AD8944.Click photographs - Photos may exist for this station.
 AD8944
 AD8944.The dynamic height is computed by dividing the NAVD 88
 AD8944.geopotential number by the normal gravity value computed on the
 AD8944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8944.degrees latitude (g = 980.6199 gals.).
 AD8944
 AD8944.The modeled gravity was interpolated from observed gravity values.
 AD8944
 AD8944;                    North         East    Units  Estimated Accuracy
 AD8944;SPC SD N     -   137,170.      457,070.      MT  (+/- 180 meters Scaled)
 AD8944
 AD8944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ783927(NAD 83)
 AD8944
 AD8944                          SUPERSEDED SURVEY CONTROL
 AD8944
 AD8944.No superseded survey control is available for this station.
 AD8944
 AD8944_MARKER: DD = SURVEY DISK
 AD8944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8944_STAMPING: 212-125.83 1995
 AD8944_MARK LOGO: SDDT
 AD8944_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8944+STABILITY: SURFACE MOTION
 AD8944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8944+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8944
 AD8944  HISTORY     - Date     Condition        Report By
 AD8944  HISTORY     - 1995     MONUMENTED       SDDT
 AD8944  HISTORY     - 19960425 GOOD             NGS
 AD8944  HISTORY     - 20120723 GOOD             INDIV
 AD8944
 AD8944                          STATION DESCRIPTION
 AD8944
 AD8944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8944'19.1 KM (11.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8944'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 190.0 M (623.4 FT) WEST OF
 AD8944'MILEPOST 126, 22.1 M (72.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.6 M
 AD8944'(44.6 FT) SOUTHEAST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN
 AD8944'(IRON LIGHTING 9), 1.2 M (3.9 FT) WEST OF A FENCE CORNER, 0.5 M (1.6
 AD8944'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AD8944'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8944
 AD8944                          STATION RECOVERY (2012)
 AD8944
 AD8944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8943 ***********************************************************************
 AD8943  DESIGNATION -  212 126.96
 AD8943  PID         -  AD8943
 AD8943  STATE/COUNTY-  SD/ZIEBACH
 AD8943  COUNTRY     -  US
 AD8943  USGS QUAD   -  RED ELM (2017)
 AD8943
 AD8943                         *CURRENT SURVEY CONTROL
 AD8943  ______________________________________________________________________
 AD8943* NAD 83(1986) POSITION- 45 03 18.     (N) 101 47 37.     (W)   SCALED
 AD8943* NAVD 88 ORTHO HEIGHT -   756.741 (meters)     2482.74  (feet) ADJUSTED
 AD8943  ______________________________________________________________________
 AD8943  GEOID HEIGHT    -        -20.012 (meters)                     GEOID18
 AD8943  DYNAMIC HEIGHT  -        756.597 (meters)     2482.27  (feet) COMP
 AD8943  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 AD8943
 AD8943  VERT ORDER      -  FIRST     CLASS II
 AD8943
 AD8943.The horizontal coordinates were scaled from a map and have
 AD8943.an estimated accuracy of +/- 6 seconds.
 AD8943
 AD8943.The orthometric height was determined by differential leveling and
 AD8943.adjusted by the NATIONAL GEODETIC SURVEY
 AD8943.in July 1998.
 AD8943
 AD8943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8943.GEOID18 height accuracy estimate available here.
 AD8943
 AD8943.Click photographs - Photos may exist for this station.
 AD8943
 AD8943.The dynamic height is computed by dividing the NAVD 88
 AD8943.geopotential number by the normal gravity value computed on the
 AD8943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8943.degrees latitude (g = 980.6199 gals.).
 AD8943
 AD8943.The modeled gravity was interpolated from observed gravity values.
 AD8943
 AD8943;                    North         East    Units  Estimated Accuracy
 AD8943;SPC SD N     -   137,320.      458,740.      MT  (+/- 180 meters Scaled)
 AD8943
 AD8943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ800928(NAD 83)
 AD8943
 AD8943                          SUPERSEDED SURVEY CONTROL
 AD8943
 AD8943.No superseded survey control is available for this station.
 AD8943
 AD8943_MARKER: DD = SURVEY DISK
 AD8943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8943_STAMPING: 212-126.96 1995
 AD8943_MARK LOGO: SDDT
 AD8943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8943+STABILITY: SURFACE MOTION
 AD8943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8943+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8943
 AD8943  HISTORY     - Date     Condition        Report By
 AD8943  HISTORY     - 1995     MONUMENTED       SDDT
 AD8943  HISTORY     - 19960425 GOOD             NGS
 AD8943  HISTORY     - 20120723 GOOD             INDIV
 AD8943
 AD8943                          STATION DESCRIPTION
 AD8943
 AD8943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8943'15.1 KM (9.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8943'MAIN STREET IN DUPREE, 97.7 M (320.5 FT) WEST OF MILEPOST 127, 22.1 M
 AD8943'(72.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) WEST OF
 AD8943'THE CENTER OF A GRAVELED ROAD, 3.3 M (10.8 FT) WEST OF A FENCE CORNER,
 AD8943'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 AD8943'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8943'SURFACE.
 AD8943
 AD8943                          STATION RECOVERY (2012)
 AD8943
 AD8943'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8942 ***********************************************************************
 AD8942  DESIGNATION -  212 127.96
 AD8942  PID         -  AD8942
 AD8942  STATE/COUNTY-  SD/ZIEBACH
 AD8942  COUNTRY     -  US
 AD8942  USGS QUAD   -  RED ELM (2017)
 AD8942
 AD8942                         *CURRENT SURVEY CONTROL
 AD8942  ______________________________________________________________________
 AD8942* NAD 83(1986) POSITION- 45 03 19.     (N) 101 46 23.     (W)   SCALED
 AD8942* NAVD 88 ORTHO HEIGHT -   752.868 (meters)     2470.03  (feet) ADJUSTED
 AD8942  ______________________________________________________________________
 AD8942  GEOID HEIGHT    -        -20.067 (meters)                     GEOID18
 AD8942  DYNAMIC HEIGHT  -        752.724 (meters)     2469.56  (feet) COMP
 AD8942  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 AD8942
 AD8942  VERT ORDER      -  FIRST     CLASS II
 AD8942
 AD8942.The horizontal coordinates were scaled from a map and have
 AD8942.an estimated accuracy of +/- 6 seconds.
 AD8942
 AD8942.The orthometric height was determined by differential leveling and
 AD8942.adjusted by the NATIONAL GEODETIC SURVEY
 AD8942.in July 1998.
 AD8942
 AD8942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8942.GEOID18 height accuracy estimate available here.
 AD8942
 AD8942.Click photographs - Photos may exist for this station.
 AD8942
 AD8942.The dynamic height is computed by dividing the NAVD 88
 AD8942.geopotential number by the normal gravity value computed on the
 AD8942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8942.degrees latitude (g = 980.6199 gals.).
 AD8942
 AD8942.The modeled gravity was interpolated from observed gravity values.
 AD8942
 AD8942;                    North         East    Units  Estimated Accuracy
 AD8942;SPC SD N     -   137,320.      460,350.      MT  (+/- 180 meters Scaled)
 AD8942
 AD8942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ816928(NAD 83)
 AD8942
 AD8942                          SUPERSEDED SURVEY CONTROL
 AD8942
 AD8942.No superseded survey control is available for this station.
 AD8942
 AD8942_MARKER: DD = SURVEY DISK
 AD8942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8942_STAMPING: 212-127.96 1995
 AD8942_MARK LOGO: SDDT
 AD8942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8942+STABILITY: SURFACE MOTION
 AD8942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8942+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8942
 AD8942  HISTORY     - Date     Condition        Report By
 AD8942  HISTORY     - 1995     MONUMENTED       SDDT
 AD8942  HISTORY     - 19960425 GOOD             NGS
 AD8942  HISTORY     - 20120723 GOOD             INDIV
 AD8942
 AD8942                          STATION DESCRIPTION
 AD8942
 AD8942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8942'13.5 KM (8.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8942'MAIN STREET IN DUPREE, 70.6 M (231.6 FT) WEST OF MILEPOST 128, 22.3 M
 AD8942'(73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.3 M (40.4 FT) WEST OF
 AD8942'THE CENTER OF A FIELD ENTRANCE, 2.6 M (8.5 FT) WEST OF A FENCE CORNER,
 AD8942'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AD8942'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8942'SURFACE.
 AD8942
 AD8942                          STATION RECOVERY (2012)
 AD8942
 AD8942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8941 ***********************************************************************
 AD8941  DESIGNATION -  212 128.99
 AD8941  PID         -  AD8941
 AD8941  STATE/COUNTY-  SD/ZIEBACH
 AD8941  COUNTRY     -  US
 AD8941  USGS QUAD   -  RED ELM (2017)
 AD8941
 AD8941                         *CURRENT SURVEY CONTROL
 AD8941  ______________________________________________________________________
 AD8941* NAD 83(1986) POSITION- 45 03 09.     (N) 101 45 13.     (W)   SCALED
 AD8941* NAVD 88 ORTHO HEIGHT -   749.861 (meters)     2460.17  (feet) ADJUSTED
 AD8941  ______________________________________________________________________
 AD8941  GEOID HEIGHT    -        -20.124 (meters)                     GEOID18
 AD8941  DYNAMIC HEIGHT  -        749.717 (meters)     2459.70  (feet) COMP
 AD8941  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 AD8941
 AD8941  VERT ORDER      -  FIRST     CLASS II
 AD8941
 AD8941.The horizontal coordinates were scaled from a map and have
 AD8941.an estimated accuracy of +/- 6 seconds.
 AD8941
 AD8941.The orthometric height was determined by differential leveling and
 AD8941.adjusted by the NATIONAL GEODETIC SURVEY
 AD8941.in July 1998.
 AD8941
 AD8941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8941.GEOID18 height accuracy estimate available here.
 AD8941
 AD8941.Click photographs - Photos may exist for this station.
 AD8941
 AD8941.The dynamic height is computed by dividing the NAVD 88
 AD8941.geopotential number by the normal gravity value computed on the
 AD8941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8941.degrees latitude (g = 980.6199 gals.).
 AD8941
 AD8941.The modeled gravity was interpolated from observed gravity values.
 AD8941
 AD8941;                    North         East    Units  Estimated Accuracy
 AD8941;SPC SD N     -   136,970.      461,880.      MT  (+/- 180 meters Scaled)
 AD8941
 AD8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ831924(NAD 83)
 AD8941
 AD8941                          SUPERSEDED SURVEY CONTROL
 AD8941
 AD8941.No superseded survey control is available for this station.
 AD8941
 AD8941_MARKER: Z = SEE DESCRIPTION
 AD8941_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8941_STAMPING: 212-128.99 1995
 AD8941_MARK LOGO: NGS
 AD8941_PROJECTION: FLUSH
 AD8941_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8941+STABILITY: POSITION/ELEVATION WELL
 AD8941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8941+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8941_ROD/PIPE-DEPTH: 6.4 meters
 AD8941_SLEEVE-DEPTH  : 4.0 meters
 AD8941
 AD8941  HISTORY     - Date     Condition        Report By
 AD8941  HISTORY     - 1995     MONUMENTED       SDDT
 AD8941  HISTORY     - 19960425 GOOD             NGS
 AD8941  HISTORY     - 20120723 GOOD             INDIV
 AD8941
 AD8941                          STATION DESCRIPTION
 AD8941
 AD8941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8941'11.9 KM (7.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8941'MAIN STREET IN DUPREE, 99.8 M (327.4 FT) WEST OF MILEPOST 129, 78.1 M
 AD8941'(256.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 22.7 M
 AD8941'(74.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTH OF A
 AD8941'FENCE, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST, 0.4 M (1.3 FT)
 AD8941'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AD8941'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN
 AD8941'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AD8941'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD8941'THROUGH A 4-INCH PVC CAP.
 AD8941
 AD8941                          STATION RECOVERY (2012)
 AD8941
 AD8941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8940 ***********************************************************************
 AD8940  DESIGNATION -  212 129.96
 AD8940  PID         -  AD8940
 AD8940  STATE/COUNTY-  SD/ZIEBACH
 AD8940  COUNTRY     -  US
 AD8940  USGS QUAD   -  BEDNERS DAM (2017)
 AD8940
 AD8940                         *CURRENT SURVEY CONTROL
 AD8940  ______________________________________________________________________
 AD8940* NAD 83(1986) POSITION- 45 03 10.     (N) 101 43 57.     (W)   SCALED
 AD8940* NAVD 88 ORTHO HEIGHT -   743.315 (meters)     2438.69  (feet) ADJUSTED
 AD8940  ______________________________________________________________________
 AD8940  GEOID HEIGHT    -        -20.182 (meters)                     GEOID18
 AD8940  DYNAMIC HEIGHT  -        743.171 (meters)     2438.22  (feet) COMP
 AD8940  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 AD8940
 AD8940  VERT ORDER      -  FIRST     CLASS II
 AD8940
 AD8940.The horizontal coordinates were scaled from a map and have
 AD8940.an estimated accuracy of +/- 6 seconds.
 AD8940
 AD8940.The orthometric height was determined by differential leveling and
 AD8940.adjusted by the NATIONAL GEODETIC SURVEY
 AD8940.in July 1998.
 AD8940
 AD8940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8940.GEOID18 height accuracy estimate available here.
 AD8940
 AD8940.Click photographs - Photos may exist for this station.
 AD8940
 AD8940.The dynamic height is computed by dividing the NAVD 88
 AD8940.geopotential number by the normal gravity value computed on the
 AD8940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8940.degrees latitude (g = 980.6199 gals.).
 AD8940
 AD8940.The modeled gravity was interpolated from observed gravity values.
 AD8940
 AD8940;                    North         East    Units  Estimated Accuracy
 AD8940;SPC SD N     -   136,970.      463,540.      MT  (+/- 180 meters Scaled)
 AD8940
 AD8940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ848924(NAD 83)
 AD8940
 AD8940                          SUPERSEDED SURVEY CONTROL
 AD8940
 AD8940.No superseded survey control is available for this station.
 AD8940
 AD8940_MARKER: DD = SURVEY DISK
 AD8940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8940_STAMPING: 212-129.96 1995
 AD8940_MARK LOGO: SDDT
 AD8940_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8940+STABILITY: SURFACE MOTION
 AD8940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8940+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 AD8940
 AD8940  HISTORY     - Date     Condition        Report By
 AD8940  HISTORY     - 1995     MONUMENTED       SDDT
 AD8940  HISTORY     - 19960425 GOOD             NGS
 AD8940  HISTORY     - 20120723 GOOD             INDIV
 AD8940
 AD8940                          STATION DESCRIPTION
 AD8940
 AD8940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8940'10.2 KM (6.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8940'MAIN STREET IN DUPREE, 48.2 M (158.1 FT) SOUTHWEST OF MILEPOST 130,
 AD8940'30.7 M (100.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 AD8940'23.1 M (75.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) BELOW
 AD8940'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AD8940'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8940
 AD8940                          STATION RECOVERY (2012)
 AD8940
 AD8940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8939 ***********************************************************************
 AD8939  DESIGNATION -  212 131.00
 AD8939  PID         -  AD8939
 AD8939  STATE/COUNTY-  SD/ZIEBACH
 AD8939  COUNTRY     -  US
 AD8939  USGS QUAD   -  BEDNERS DAM (2017)
 AD8939
 AD8939                         *CURRENT SURVEY CONTROL
 AD8939  ______________________________________________________________________
 AD8939* NAD 83(1986) POSITION- 45 03 09.71   (N) 101 42 40.00   (W)   HD_HELD1
 AD8939* NAVD 88 ORTHO HEIGHT -   747.523 (meters)     2452.50  (feet) ADJUSTED
 AD8939  ______________________________________________________________________
 AD8939  GEOID HEIGHT    -        -20.240 (meters)                     GEOID18
 AD8939  DYNAMIC HEIGHT  -        747.379 (meters)     2452.03  (feet) COMP
 AD8939  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 AD8939
 AD8939  VERT ORDER      -  FIRST     CLASS II
 AD8939
 AD8939.The horizontal coordinates were determined by differentially corrected
 AD8939.hand held GPS observations or other comparable positioning techniques
 AD8939.and have an estimated accuracy of +/- 3 meters.
 AD8939
 AD8939.The orthometric height was determined by differential leveling and
 AD8939.adjusted by the NATIONAL GEODETIC SURVEY
 AD8939.in July 1998.
 AD8939
 AD8939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8939.GEOID18 height accuracy estimate available here.
 AD8939
 AD8939.Click photographs - Photos may exist for this station.
 AD8939
 AD8939.The dynamic height is computed by dividing the NAVD 88
 AD8939.geopotential number by the normal gravity value computed on the
 AD8939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8939.degrees latitude (g = 980.6199 gals.).
 AD8939
 AD8939.The modeled gravity was interpolated from observed gravity values.
 AD8939
 AD8939;                    North         East    Units  Estimated Accuracy
 AD8939;SPC SD N     -   136,923.0     465,226.3     MT  (+/- 3 meters HH1 GPS) 
 AD8939
 AD8939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8651892380(NAD 83)
 AD8939
 AD8939                          SUPERSEDED SURVEY CONTROL
 AD8939
 AD8939.No superseded survey control is available for this station.
 AD8939
 AD8939_MARKER: DD = SURVEY DISK
 AD8939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8939_STAMPING: 212-131.00 1995
 AD8939_MARK LOGO: SDDT
 AD8939_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8939+STABILITY: SURFACE MOTION
 AD8939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8939+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AD8939
 AD8939  HISTORY     - Date     Condition        Report By
 AD8939  HISTORY     - 1995     MONUMENTED       SDDT
 AD8939  HISTORY     - 19960425 GOOD             NGS
 AD8939  HISTORY     - 20120718 GOOD             INDIV
 AD8939
 AD8939                          STATION DESCRIPTION
 AD8939
 AD8939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8939'8.6 KM (5.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8939'MAIN STREET IN DUPREE, 22.5 M (73.8 FT) SOUTH OF THE HIGHWAY
 AD8939'CENTERLINE, 16.7 M (54.8 FT) SOUTHWEST OF MILEPOST 131, 10.1 M (33.1
 AD8939'FT) WEST OF AN UNDERGROUND CABLE JUNCTION BOX, 5.2 M (17.1 FT) EAST OF
 AD8939'THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) BELOW THE
 AD8939'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AD8939'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8939
 AD8939                          STATION RECOVERY (2012)
 AD8939
 AD8939'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8938 ***********************************************************************
 AD8938  DESIGNATION -  212 131.98
 AD8938  PID         -  AD8938
 AD8938  STATE/COUNTY-  SD/ZIEBACH
 AD8938  COUNTRY     -  US
 AD8938  USGS QUAD   -  BEDNERS DAM (2017)
 AD8938
 AD8938                         *CURRENT SURVEY CONTROL
 AD8938  ______________________________________________________________________
 AD8938* NAD 83(1986) POSITION- 45 03 10.     (N) 101 41 40.     (W)   SCALED
 AD8938* NAVD 88 ORTHO HEIGHT -   748.976 (meters)     2457.27  (feet) ADJUSTED
 AD8938  ______________________________________________________________________
 AD8938  GEOID HEIGHT    -        -20.287 (meters)                     GEOID18
 AD8938  DYNAMIC HEIGHT  -        748.830 (meters)     2456.79  (feet) COMP
 AD8938  MODELED GRAVITY -    980,397.7   (mgal)                       NAVD 88
 AD8938
 AD8938  VERT ORDER      -  FIRST     CLASS II
 AD8938
 AD8938.The horizontal coordinates were scaled from a map and have
 AD8938.an estimated accuracy of +/- 6 seconds.
 AD8938
 AD8938.The orthometric height was determined by differential leveling and
 AD8938.adjusted by the NATIONAL GEODETIC SURVEY
 AD8938.in July 1998.
 AD8938
 AD8938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8938.GEOID18 height accuracy estimate available here.
 AD8938
 AD8938.Click photographs - Photos may exist for this station.
 AD8938
 AD8938.The dynamic height is computed by dividing the NAVD 88
 AD8938.geopotential number by the normal gravity value computed on the
 AD8938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8938.degrees latitude (g = 980.6199 gals.).
 AD8938
 AD8938.The modeled gravity was interpolated from observed gravity values.
 AD8938
 AD8938;                    North         East    Units  Estimated Accuracy
 AD8938;SPC SD N     -   136,900.      466,540.      MT  (+/- 180 meters Scaled)
 AD8938
 AD8938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ878923(NAD 83)
 AD8938
 AD8938                          SUPERSEDED SURVEY CONTROL
 AD8938
 AD8938.No superseded survey control is available for this station.
 AD8938
 AD8938_MARKER: DD = SURVEY DISK
 AD8938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8938_STAMPING: 212-131.98 1995
 AD8938_MARK LOGO: SDDT
 AD8938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8938+STABILITY: SURFACE MOTION
 AD8938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8938+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AD8938
 AD8938  HISTORY     - Date     Condition        Report By
 AD8938  HISTORY     - 1995     MONUMENTED       SDDT
 AD8938  HISTORY     - 19960425 GOOD             NGS
 AD8938  HISTORY     - 20120718 GOOD             INDIV
 AD8938
 AD8938                          STATION DESCRIPTION
 AD8938
 AD8938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8938'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8938'MAIN STREET IN DUPREE, 35.2 M (115.5 FT) SOUTHWEST OF MILEPOST 132,
 AD8938'22.4 M (73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT)
 AD8938'WEST OF THE CENTER OF A FIELD ENTRANCE, 2.7 M (8.9 FT) WEST OF A FENCE
 AD8938'CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AD8938'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AD8938'GROUND SURFACE.
 AD8938
 AD8938                          STATION RECOVERY (2012)
 AD8938
 AD8938'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8937 ***********************************************************************
 AD8937  DESIGNATION -  212 133.00
 AD8937  PID         -  AD8937
 AD8937  STATE/COUNTY-  SD/ZIEBACH
 AD8937  COUNTRY     -  US
 AD8937  USGS QUAD   -  BEDNERS DAM (2017)
 AD8937
 AD8937                         *CURRENT SURVEY CONTROL
 AD8937  ______________________________________________________________________
 AD8937* NAD 83(1986) POSITION- 45 03 09.     (N) 101 40 14.     (W)   SCALED
 AD8937* NAVD 88 ORTHO HEIGHT -   747.296 (meters)     2451.75  (feet) ADJUSTED
 AD8937  ______________________________________________________________________
 AD8937  GEOID HEIGHT    -        -20.353 (meters)                     GEOID18
 AD8937  DYNAMIC HEIGHT  -        747.150 (meters)     2451.27  (feet) COMP
 AD8937  MODELED GRAVITY -    980,396.9   (mgal)                       NAVD 88
 AD8937
 AD8937  VERT ORDER      -  FIRST     CLASS II
 AD8937
 AD8937.The horizontal coordinates were scaled from a map and have
 AD8937.an estimated accuracy of +/- 6 seconds.
 AD8937
 AD8937.The orthometric height was determined by differential leveling and
 AD8937.adjusted by the NATIONAL GEODETIC SURVEY
 AD8937.in July 1998.
 AD8937
 AD8937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8937.GEOID18 height accuracy estimate available here.
 AD8937
 AD8937.Click photographs - Photos may exist for this station.
 AD8937
 AD8937.The dynamic height is computed by dividing the NAVD 88
 AD8937.geopotential number by the normal gravity value computed on the
 AD8937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8937.degrees latitude (g = 980.6199 gals.).
 AD8937
 AD8937.The modeled gravity was interpolated from observed gravity values.
 AD8937
 AD8937;                    North         East    Units  Estimated Accuracy
 AD8937;SPC SD N     -   136,830.      468,420.      MT  (+/- 180 meters Scaled)
 AD8937
 AD8937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ897922(NAD 83)
 AD8937
 AD8937                          SUPERSEDED SURVEY CONTROL
 AD8937
 AD8937.No superseded survey control is available for this station.
 AD8937
 AD8937_MARKER: DD = SURVEY DISK
 AD8937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8937_STAMPING: 212-133.00 1995
 AD8937_MARK LOGO: SDDT
 AD8937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8937+STABILITY: SURFACE MOTION
 AD8937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8937+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AD8937
 AD8937  HISTORY     - Date     Condition        Report By
 AD8937  HISTORY     - 1995     MONUMENTED       SDDT
 AD8937  HISTORY     - 19960425 GOOD             NGS
 AD8937  HISTORY     - 20120718 GOOD             INDIV
 AD8937
 AD8937                          STATION DESCRIPTION
 AD8937
 AD8937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8937'5.3 KM (3.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8937'MAIN STREET IN DUPREE, 22.7 M (74.5 FT) EAST OF THE CENTER OF A
 AD8937'GRAVELED ROAD, 22.1 M (72.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.3
 AD8937'M (37.1 FT) SOUTH OF MILEPOST 133, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AD8937'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AD8937'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8937
 AD8937                          STATION RECOVERY (2012)
 AD8937
 AD8937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8937'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7900 ***********************************************************************
 AC7900  CBN         -  This is a Cooperative Base Network Control Station.
 AC7900  DESIGNATION -  212 133.35
 AC7900  PID         -  AC7900
 AC7900  STATE/COUNTY-  SD/ZIEBACH
 AC7900  COUNTRY     -  US
 AC7900  USGS QUAD   -  BEDNERS DAM (2017)
 AC7900
 AC7900                         *CURRENT SURVEY CONTROL
 AC7900  ______________________________________________________________________
 AC7900* NAD 83(2011) POSITION- 45 03 09.70729(N) 101 39 44.29260(W)   ADJUSTED
 AC7900* NAD 83(2011) ELLIP HT-   721.982 (meters)        (06/27/12)   ADJUSTED
 AC7900* NAD 83(2011) EPOCH   -  2010.00
 AC7900* NAVD 88 ORTHO HEIGHT -   742.351 (meters)     2435.53  (feet) ADJUSTED
 AC7900  ______________________________________________________________________
 AC7900  GEOID HEIGHT    -        -20.375 (meters)                     GEOID18
 AC7900  NAD 83(2011) X  -   -912,464.984 (meters)                     COMP
 AC7900  NAD 83(2011) Y  - -4,420,771.942 (meters)                     COMP
 AC7900  NAD 83(2011) Z  -  4,491,998.506 (meters)                     COMP
 AC7900  LAPLACE CORR    -         -6.98  (seconds)                    DEFLEC18
 AC7900  DYNAMIC HEIGHT  -        742.206 (meters)     2435.05  (feet) COMP
 AC7900  MODELED GRAVITY -    980,396.6   (mgal)                       NAVD 88
 AC7900
 AC7900  VERT ORDER      -  FIRST     CLASS II
 AC7900
 AC7900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7900  Standards:
 AC7900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7900  -------------------------------------------------------------------
 AC7900  NETWORK    0.84   2.43           0.39   0.27   1.24     -0.09021486
 AC7900  -------------------------------------------------------------------
 AC7900  Click here for local accuracies and other accuracy information.
 AC7900
 AC7900.The horizontal coordinates were established by GPS observations
 AC7900.and adjusted by the National Geodetic Survey in June 2012.
 AC7900
 AC7900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7900.been affixed to the stable North American tectonic plate. See 
 AC7900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7900
 AC7900.The horizontal coordinates are valid at the epoch date displayed above
 AC7900.which is a decimal equivalence of Year/Month/Day.
 AC7900
 AC7900.The orthometric height was determined by differential leveling and
 AC7900.adjusted by the NATIONAL GEODETIC SURVEY
 AC7900.in July 1998.
 AC7900
 AC7900.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7900.GEOID18 height accuracy estimate available here.
 AC7900
 AC7900.Click photographs - Photos may exist for this station.
 AC7900
 AC7900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7900
 AC7900.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7900
 AC7900.The ellipsoidal height was determined by GPS observations
 AC7900.and is referenced to NAD 83.
 AC7900
 AC7900.The dynamic height is computed by dividing the NAVD 88
 AC7900.geopotential number by the normal gravity value computed on the
 AC7900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7900.degrees latitude (g = 980.6199 gals.).
 AC7900
 AC7900.The modeled gravity was interpolated from observed gravity values.
 AC7900
 AC7900. The following values were computed from the NAD 83(2011) position.
 AC7900
 AC7900;                    North         East     Units Scale Factor Converg.
 AC7900;SPC SD N     -   136,842.840   469,070.001   MT  0.99993911   -1 10 35.3
 AC7900;SPC SD N     -   448,958.55  1,538,940.49   sFT  0.99993911   -1 10 35.3
 AC7900;UTM  14      - 4,992,252.721   290,362.225   MT  1.00014042   -1 53 05.8
 AC7900
 AC7900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7900!SPC SD N     -   0.99988682  x   0.99993911  =   0.99982593
 AC7900!UTM  14      -   0.99988682  x   1.00014042  =   1.00002722
 AC7900
 AC7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9036292252(NAD 83)
 AC7900
 AC7900                          SUPERSEDED SURVEY CONTROL
 AC7900
 AC7900  NAD 83(2007)-  45 03 09.70723(N)    101 39 44.29376(W) AD(2002.00) 0
 AC7900  ELLIP H (02/10/07)  722.003  (m)                       GP(2002.00)    
 AC7900  ELLIP H (04/15/04)  721.993  (m)                       GP(       ) 2 1
 AC7900  NAD 83(1996)-  45 03 09.70667(N)    101 39 44.29338(W) AD(       ) B
 AC7900  ELLIP H (04/18/97)  722.060  (m)                       GP(       ) 4 1
 AC7900  NAVD 88 (04/18/97)  742.3    (m)  GEOID96  model used  GPS OBS        
 AC7900
 AC7900.Superseded values are not recommended for survey control.
 AC7900
 AC7900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7900.See file dsdata.pdf to determine how the superseded data were derived.
 AC7900
 AC7900_MARKER: Z = SEE DESCRIPTION
 AC7900_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7900_STAMPING: 212-133.35 1995
 AC7900_MARK LOGO: NGS
 AC7900_PROJECTION: FLUSH
 AC7900_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7900+STABILITY: POSITION/ELEVATION WELL
 AC7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7900+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AC7900_ROD/PIPE-DEPTH: 6.4 meters
 AC7900_SLEEVE-DEPTH  : 1.8 meters
 AC7900
 AC7900  HISTORY     - Date     Condition        Report By
 AC7900  HISTORY     - 1995     MONUMENTED       SDDT
 AC7900  HISTORY     - 19960425 GOOD             NGS
 AC7900  HISTORY     - 19960912 GOOD             NGS
 AC7900  HISTORY     - 20120718 GOOD             INDIV
 AC7900
 AC7900                          STATION DESCRIPTION
 AC7900
 AC7900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7900'4.7 KM (2.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC7900'MAIN STREET IN DUPREE, 618.0 M (2027.6 FT) EAST OF MILEPOST 133, 36.1
 AC7900'M (118.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 22.1 M
 AC7900'(72.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) NORTH OF A
 AC7900'FENCE, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, 0.3 M (1.0 FT)
 AC7900'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AC7900'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN
 AC7900'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7900'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7900'THROUGH A 4-INCH PVC CAP.
 AC7900
 AC7900                          STATION RECOVERY (1996)
 AC7900
 AC7900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7900'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF DUPREE, ON U.S.
 AC7900'HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7900'STATION FROM THE POST OFFICE IN DUPREE, GO NORTH ON MAIN STREET FOR
 AC7900'0.45 MI (0.72 KM) TO THE JUNCTION OF U.S. HIGHWAY 212, TURN LEFT AND
 AC7900'GO WEST ON U.S. HIGHWAY 212 FOR 2.95 MI (4.75 KM) TO THE STATION ON
 AC7900'THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7900'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7900'STEEL PIPE.  LOCATED 35.6 M (116.8 FT) EAST OF THE CENTER OF A FIELD
 AC7900'ENTRANCE, 22.2 M (72.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0
 AC7900'FT) NORTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST, AND
 AC7900'0.4 M (1.3 FT) NORTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AC7900'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7900
 AC7900                          STATION RECOVERY (2012)
 AC7900
 AC7900'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC7900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8936 ***********************************************************************
 AD8936  DESIGNATION -  212 133.98
 AD8936  PID         -  AD8936
 AD8936  STATE/COUNTY-  SD/ZIEBACH
 AD8936  COUNTRY     -  US
 AD8936  USGS QUAD   -  BEDNERS DAM (2017)
 AD8936
 AD8936                         *CURRENT SURVEY CONTROL
 AD8936  ______________________________________________________________________
 AD8936* NAD 83(1986) POSITION- 45 03 10.     (N) 101 39 03.     (W)   SCALED
 AD8936* NAVD 88 ORTHO HEIGHT -   732.894 (meters)     2404.50  (feet) ADJUSTED
 AD8936  ______________________________________________________________________
 AD8936  GEOID HEIGHT    -        -20.406 (meters)                     GEOID18
 AD8936  DYNAMIC HEIGHT  -        732.750 (meters)     2404.03  (feet) COMP
 AD8936  MODELED GRAVITY -    980,396.2   (mgal)                       NAVD 88
 AD8936
 AD8936  VERT ORDER      -  FIRST     CLASS II
 AD8936
 AD8936.The horizontal coordinates were scaled from a map and have
 AD8936.an estimated accuracy of +/- 6 seconds.
 AD8936
 AD8936.The orthometric height was determined by differential leveling and
 AD8936.adjusted by the NATIONAL GEODETIC SURVEY
 AD8936.in July 1998.
 AD8936
 AD8936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8936.GEOID18 height accuracy estimate available here.
 AD8936
 AD8936.Click photographs - Photos may exist for this station.
 AD8936
 AD8936.The dynamic height is computed by dividing the NAVD 88
 AD8936.geopotential number by the normal gravity value computed on the
 AD8936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8936.degrees latitude (g = 980.6199 gals.).
 AD8936
 AD8936.The modeled gravity was interpolated from observed gravity values.
 AD8936
 AD8936;                    North         East    Units  Estimated Accuracy
 AD8936;SPC SD N     -   136,830.      469,970.      MT  (+/- 180 meters Scaled)
 AD8936
 AD8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ912922(NAD 83)
 AD8936
 AD8936                          SUPERSEDED SURVEY CONTROL
 AD8936
 AD8936.No superseded survey control is available for this station.
 AD8936
 AD8936_MARKER: DD = SURVEY DISK
 AD8936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8936_STAMPING: 212-133.98 1995
 AD8936_MARK LOGO: SDDT
 AD8936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8936+STABILITY: SURFACE MOTION
 AD8936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8936+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AD8936
 AD8936  HISTORY     - Date     Condition        Report By
 AD8936  HISTORY     - 1995     MONUMENTED       SDDT
 AD8936  HISTORY     - 19960425 GOOD             NGS
 AD8936  HISTORY     - 20120718 GOOD             INDIV
 AD8936
 AD8936                          STATION DESCRIPTION
 AD8936
 AD8936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8936'3.7 KM (2.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8936'MAIN STREET IN DUPREE, 40.1 M (131.6 FT) SOUTHWEST OF MILEPOST 134,
 AD8936'22.7 M (74.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.1 M (39.7 FT)
 AD8936'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) BELOW
 AD8936'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 AD8936'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8936
 AD8936                          STATION RECOVERY (2012)
 AD8936
 AD8936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8935 ***********************************************************************
 AD8935  DESIGNATION -  212 135.00
 AD8935  PID         -  AD8935
 AD8935  STATE/COUNTY-  SD/ZIEBACH
 AD8935  COUNTRY     -  US
 AD8935  USGS QUAD   -  BEDNERS DAM (2017)
 AD8935
 AD8935                         *CURRENT SURVEY CONTROL
 AD8935  ______________________________________________________________________
 AD8935* NAD 83(1986) POSITION- 45 03 11.62   (N) 101 37 45.51   (W)   HD_HELD1
 AD8935* NAVD 88 ORTHO HEIGHT -   724.154 (meters)     2375.83  (feet) ADJUSTED
 AD8935  ______________________________________________________________________
 AD8935  GEOID HEIGHT    -        -20.462 (meters)                     GEOID18
 AD8935  DYNAMIC HEIGHT  -        724.011 (meters)     2375.36  (feet) COMP
 AD8935  MODELED GRAVITY -    980,395.7   (mgal)                       NAVD 88
 AD8935
 AD8935  VERT ORDER      -  FIRST     CLASS II
 AD8935
 AD8935.The horizontal coordinates were determined by differentially corrected
 AD8935.hand held GPS observations or other comparable positioning techniques
 AD8935.and have an estimated accuracy of +/- 3 meters.
 AD8935
 AD8935.The orthometric height was determined by differential leveling and
 AD8935.adjusted by the NATIONAL GEODETIC SURVEY
 AD8935.in July 1998.
 AD8935
 AD8935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8935.GEOID18 height accuracy estimate available here.
 AD8935
 AD8935.Click photographs - Photos may exist for this station.
 AD8935
 AD8935.The dynamic height is computed by dividing the NAVD 88
 AD8935.geopotential number by the normal gravity value computed on the
 AD8935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8935.degrees latitude (g = 980.6199 gals.).
 AD8935
 AD8935.The modeled gravity was interpolated from observed gravity values.
 AD8935
 AD8935;                    North         East    Units  Estimated Accuracy
 AD8935;SPC SD N     -   136,849.0     471,669.7     MT  (+/- 3 meters HH1 GPS) 
 AD8935
 AD8935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9296292226(NAD 83)
 AD8935
 AD8935                          SUPERSEDED SURVEY CONTROL
 AD8935
 AD8935.No superseded survey control is available for this station.
 AD8935
 AD8935_MARKER: DD = SURVEY DISK
 AD8935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8935_STAMPING: 212-135.00 1995
 AD8935_MARK LOGO: SDDT
 AD8935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8935+STABILITY: SURFACE MOTION
 AD8935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8935+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AD8935
 AD8935  HISTORY     - Date     Condition        Report By
 AD8935  HISTORY     - 1995     MONUMENTED       SDDT
 AD8935  HISTORY     - 19960425 GOOD             NGS
 AD8935  HISTORY     - 20120718 GOOD             INDIV
 AD8935
 AD8935                          STATION DESCRIPTION
 AD8935
 AD8935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8935'2.1 KM (1.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8935'MAIN STREET IN DUPREE, 48.8 M (160.1 FT) NORTH OF MILEPOST 135, 39.5 M
 AD8935'(129.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.0 M (59.1 FT) EAST OF
 AD8935'THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AD8935'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AD8935'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AD8935
 AD8935                          STATION RECOVERY (2012)
 AD8935
 AD8935'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8934 ***********************************************************************
 AD8934  DESIGNATION -  212 135.93
 AD8934  PID         -  AD8934
 AD8934  STATE/COUNTY-  SD/ZIEBACH
 AD8934  COUNTRY     -  US
 AD8934  USGS QUAD   -  DUPREE (2017)
 AD8934
 AD8934                         *CURRENT SURVEY CONTROL
 AD8934  ______________________________________________________________________
 AD8934* NAD 83(1986) POSITION- 45 03 10.     (N) 101 36 40.     (W)   SCALED
 AD8934* NAVD 88 ORTHO HEIGHT -   720.226 (meters)     2362.94  (feet) ADJUSTED
 AD8934  ______________________________________________________________________
 AD8934  GEOID HEIGHT    -        -20.509 (meters)                     GEOID18
 AD8934  DYNAMIC HEIGHT  -        720.083 (meters)     2362.47  (feet) COMP
 AD8934  MODELED GRAVITY -    980,395.1   (mgal)                       NAVD 88
 AD8934
 AD8934  VERT ORDER      -  FIRST     CLASS II
 AD8934
 AD8934.The horizontal coordinates were scaled from a map and have
 AD8934.an estimated accuracy of +/- 6 seconds.
 AD8934
 AD8934.The orthometric height was determined by differential leveling and
 AD8934.adjusted by the NATIONAL GEODETIC SURVEY
 AD8934.in July 1998.
 AD8934
 AD8934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8934.GEOID18 height accuracy estimate available here.
 AD8934
 AD8934.Click photographs - Photos may exist for this station.
 AD8934
 AD8934.The dynamic height is computed by dividing the NAVD 88
 AD8934.geopotential number by the normal gravity value computed on the
 AD8934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8934.degrees latitude (g = 980.6199 gals.).
 AD8934
 AD8934.The modeled gravity was interpolated from observed gravity values.
 AD8934
 AD8934;                    North         East    Units  Estimated Accuracy
 AD8934;SPC SD N     -   136,770.      473,100.      MT  (+/- 180 meters Scaled)
 AD8934
 AD8934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ943921(NAD 83)
 AD8934
 AD8934                          SUPERSEDED SURVEY CONTROL
 AD8934
 AD8934.No superseded survey control is available for this station.
 AD8934
 AD8934_MARKER: DD = SURVEY DISK
 AD8934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8934_STAMPING: 212-135.93 1995
 AD8934_MARK LOGO: SDDT
 AD8934_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8934+STABILITY: SURFACE MOTION
 AD8934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8934+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AD8934
 AD8934  HISTORY     - Date     Condition        Report By
 AD8934  HISTORY     - 1995     MONUMENTED       SDDT
 AD8934  HISTORY     - 19960425 GOOD             NGS
 AD8934  HISTORY     - 20120718 GOOD             INDIV
 AD8934
 AD8934                          STATION DESCRIPTION
 AD8934
 AD8934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8934'0.6 KM (0.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8934'MAIN STREET IN DUPREE, 128.0 M (419.9 FT) WEST OF MILEPOST 136, 22.9 M
 AD8934'(75.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT) EAST OF
 AD8934'THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AD8934'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AD8934'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8934
 AD8934                          STATION RECOVERY (2012)
 AD8934
 AD8934'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8933 ***********************************************************************
 AD8933  DESIGNATION -  212 139.00
 AD8933  PID         -  AD8933
 AD8933  STATE/COUNTY-  SD/ZIEBACH
 AD8933  COUNTRY     -  US
 AD8933  USGS QUAD   -  DUPREE (2017)
 AD8933
 AD8933                         *CURRENT SURVEY CONTROL
 AD8933  ______________________________________________________________________
 AD8933* NAD 83(1986) POSITION- 45 02 58.69   (N) 101 32 58.33   (W)   HD_HELD1
 AD8933* NAVD 88 ORTHO HEIGHT -   714.003 (meters)     2342.52  (feet) ADJUSTED
 AD8933  ______________________________________________________________________
 AD8933  GEOID HEIGHT    -        -20.657 (meters)                     GEOID18
 AD8933  DYNAMIC HEIGHT  -        713.860 (meters)     2342.06  (feet) COMP
 AD8933  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 AD8933
 AD8933  VERT ORDER      -  FIRST     CLASS II
 AD8933
 AD8933.The horizontal coordinates were determined by differentially corrected
 AD8933.hand held GPS observations or other comparable positioning techniques
 AD8933.and have an estimated accuracy of +/- 3 meters.
 AD8933
 AD8933.The orthometric height was determined by differential leveling and
 AD8933.adjusted by the NATIONAL GEODETIC SURVEY
 AD8933.in July 1998.
 AD8933
 AD8933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8933.GEOID18 height accuracy estimate available here.
 AD8933
 AD8933.Click photographs - Photos may exist for this station.
 AD8933
 AD8933.The dynamic height is computed by dividing the NAVD 88
 AD8933.geopotential number by the normal gravity value computed on the
 AD8933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8933.degrees latitude (g = 980.6199 gals.).
 AD8933
 AD8933.The modeled gravity was interpolated from observed gravity values.
 AD8933
 AD8933;                    North         East    Units  Estimated Accuracy
 AD8933;SPC SD N     -   136,326.6     477,944.4     MT  (+/- 3 meters HH1 GPS) 
 AD8933
 AD8933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9923191626(NAD 83)
 AD8933
 AD8933                          SUPERSEDED SURVEY CONTROL
 AD8933
 AD8933.No superseded survey control is available for this station.
 AD8933
 AD8933_MARKER: Z = SEE DESCRIPTION
 AD8933_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8933_STAMPING: 212-139.00 1995
 AD8933_MARK LOGO: NGS
 AD8933_PROJECTION: FLUSH
 AD8933_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8933+STABILITY: POSITION/ELEVATION WELL
 AD8933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8933+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AD8933_ROD/PIPE-DEPTH: 6.4 meters
 AD8933_SLEEVE-DEPTH  : 4.0 meters
 AD8933
 AD8933  HISTORY     - Date     Condition        Report By
 AD8933  HISTORY     - 1995     MONUMENTED       SDDT
 AD8933  HISTORY     - 19960425 GOOD             NGS
 AD8933  HISTORY     - 20120718 GOOD             INDIV
 AD8933
 AD8933                          STATION DESCRIPTION
 AD8933
 AD8933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8933'4.4 KM (2.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8933'MAIN STREET IN DUPREE, 31.4 M (103.0 FT) NORTH OF MILEPOST 139, 20.7 M
 AD8933'(67.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.4 M (7.9 FT) EAST OF THE
 AD8933'CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M
 AD8933'(1.0 FT) NORTH OF A METAL GUARD POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 AD8933'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--THE
 AD8933'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP
 AD8933'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AD8933'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AD8933'CAP.
 AD8933
 AD8933                          STATION RECOVERY (2012)
 AD8933
 AD8933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8932 ***********************************************************************
 AD8932  DESIGNATION -  212 142.00
 AD8932  PID         -  AD8932
 AD8932  STATE/COUNTY-  SD/ZIEBACH
 AD8932  COUNTRY     -  US
 AD8932  USGS QUAD   -  LANTRY (2017)
 AD8932
 AD8932                         *CURRENT SURVEY CONTROL
 AD8932  ______________________________________________________________________
 AD8932* NAD 83(1986) POSITION- 45 02 21.     (N) 101 29 42.     (W)   SCALED
 AD8932* NAVD 88 ORTHO HEIGHT -   715.452 (meters)     2347.28  (feet) ADJUSTED
 AD8932  ______________________________________________________________________
 AD8932  GEOID HEIGHT    -        -20.779 (meters)                     GEOID18
 AD8932  DYNAMIC HEIGHT  -        715.308 (meters)     2346.81  (feet) COMP
 AD8932  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 AD8932
 AD8932  VERT ORDER      -  FIRST     CLASS II
 AD8932
 AD8932.The horizontal coordinates were scaled from a map and have
 AD8932.an estimated accuracy of +/- 6 seconds.
 AD8932
 AD8932.The orthometric height was determined by differential leveling and
 AD8932.adjusted by the NATIONAL GEODETIC SURVEY
 AD8932.in July 1998.
 AD8932
 AD8932.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8932.GEOID18 height accuracy estimate available here.
 AD8932
 AD8932.Click photographs - Photos may exist for this station.
 AD8932
 AD8932.The dynamic height is computed by dividing the NAVD 88
 AD8932.geopotential number by the normal gravity value computed on the
 AD8932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8932.degrees latitude (g = 980.6199 gals.).
 AD8932
 AD8932.The modeled gravity was interpolated from observed gravity values.
 AD8932
 AD8932;                    North         East    Units  Estimated Accuracy
 AD8932;SPC SD N     -   135,080.      482,220.      MT  (+/- 180 meters Scaled)
 AD8932
 AD8932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ034903(NAD 83)
 AD8932
 AD8932                          SUPERSEDED SURVEY CONTROL
 AD8932
 AD8932.No superseded survey control is available for this station.
 AD8932
 AD8932_MARKER: DD = SURVEY DISK
 AD8932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8932_STAMPING: 212-142.00 1995
 AD8932_MARK LOGO: SDDT
 AD8932_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8932+STABILITY: SURFACE MOTION
 AD8932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8932+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 AD8932
 AD8932  HISTORY     - Date     Condition        Report By
 AD8932  HISTORY     - 1995     MONUMENTED       SDDT
 AD8932  HISTORY     - 19960425 GOOD             NGS
 AD8932  HISTORY     - 20120712 GOOD             INDIV
 AD8932
 AD8932                          STATION DESCRIPTION
 AD8932
 AD8932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8932'9.2 KM (5.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8932'MAIN STREET IN DUPREE, 32.7 M (107.3 FT) NORTHEAST OF MILEPOST 142,
 AD8932'22.7 M (74.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT)
 AD8932'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A FENCE,
 AD8932'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AD8932'(0.3 FT) ABOVE THE GROUND SURFACE.
 AD8932
 AD8932                          STATION RECOVERY (2012)
 AD8932
 AD8932'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AD8932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8931 ***********************************************************************
 AD8931  DESIGNATION -  212 144.50
 AD8931  PID         -  AD8931
 AD8931  STATE/COUNTY-  SD/DEWEY
 AD8931  COUNTRY     -  US
 AD8931  USGS QUAD   -  LANTRY (2017)
 AD8931
 AD8931                         *CURRENT SURVEY CONTROL
 AD8931  ______________________________________________________________________
 AD8931* NAD 83(1986) POSITION- 45 01 29.96   (N) 101 26 47.17   (W)   HD_HELD1
 AD8931* NAVD 88 ORTHO HEIGHT -   725.507 (meters)     2380.27  (feet) ADJUSTED
 AD8931  ______________________________________________________________________
 AD8931  GEOID HEIGHT    -        -20.874 (meters)                     GEOID18
 AD8931  DYNAMIC HEIGHT  -        725.363 (meters)     2379.80  (feet) COMP
 AD8931  MODELED GRAVITY -    980,393.9   (mgal)                       NAVD 88
 AD8931
 AD8931  VERT ORDER      -  FIRST     CLASS II
 AD8931
 AD8931.The horizontal coordinates were determined by differentially corrected
 AD8931.hand held GPS observations or other comparable positioning techniques
 AD8931.and have an estimated accuracy of +/- 3 meters.
 AD8931
 AD8931.The orthometric height was determined by differential leveling and
 AD8931.adjusted by the NATIONAL GEODETIC SURVEY
 AD8931.in July 1998.
 AD8931
 AD8931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8931.GEOID18 height accuracy estimate available here.
 AD8931
 AD8931.Click photographs - Photos may exist for this station.
 AD8931
 AD8931.The dynamic height is computed by dividing the NAVD 88
 AD8931.geopotential number by the normal gravity value computed on the
 AD8931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8931.degrees latitude (g = 980.6199 gals.).
 AD8931
 AD8931.The modeled gravity was interpolated from observed gravity values.
 AD8931
 AD8931;                    North         East    Units  Estimated Accuracy
 AD8931;SPC SD N     -   133,437.9     486,015.7     MT  (+/- 3 meters HH1 GPS) 
 AD8931
 AD8931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0726788638(NAD 83)
 AD8931
 AD8931                          SUPERSEDED SURVEY CONTROL
 AD8931
 AD8931.No superseded survey control is available for this station.
 AD8931
 AD8931_MARKER: Z = SEE DESCRIPTION
 AD8931_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8931_STAMPING: 212-144.50 1995
 AD8931_MARK LOGO: NGS
 AD8931_PROJECTION: FLUSH
 AD8931_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8931+STABILITY: POSITION/ELEVATION WELL
 AD8931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8931+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2016
 AD8931_ROD/PIPE-DEPTH: 6.4 meters
 AD8931_SLEEVE-DEPTH  : 4.0 meters
 AD8931
 AD8931  HISTORY     - Date     Condition        Report By
 AD8931  HISTORY     - 1995     MONUMENTED       SDDT
 AD8931  HISTORY     - 19960425 GOOD             NGS
 AD8931  HISTORY     - 20120712 GOOD             INDIV
 AD8931  HISTORY     - 20160517 GOOD             DEWDAV
 AD8931
 AD8931                          STATION DESCRIPTION
 AD8931
 AD8931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8931'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8931'MAIN STREET IN DUPREE, 778.0 M (2552.5 FT) WEST OF MILEPOST 145, 23.1
 AD8931'M (75.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 13.6 M (44.6 FT)
 AD8931'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT)
 AD8931'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE,
 AD8931'0.3 M (1.0 FT) NORTHEAST OF A METAL GUARD POST, AND 0.3 M (1.0 FT)
 AD8931'SOUTHWEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AD8931'STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1
 AD8931'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AD8931'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD8931
 AD8931                          STATION RECOVERY (2012)
 AD8931
 AD8931'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8931'RECOVERED IN GOOD CONDITION.
 AD8931
 AD8931                          STATION RECOVERY (2016)
 AD8931
 AD8931'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AD8931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8930 ***********************************************************************
 AD8930  DESIGNATION -  212 150.20
 AD8930  PID         -  AD8930
 AD8930  STATE/COUNTY-  SD/DEWEY
 AD8930  COUNTRY     -  US
 AD8930  USGS QUAD   -  LANTRY SE (2017)
 AD8930
 AD8930                         *CURRENT SURVEY CONTROL
 AD8930  ______________________________________________________________________
 AD8930* NAD 83(1986) POSITION- 45 00 31.     (N) 101 20 03.     (W)   SCALED
 AD8930* NAVD 88 ORTHO HEIGHT -   738.009 (meters)     2421.28  (feet) ADJUSTED
 AD8930  ______________________________________________________________________
 AD8930  GEOID HEIGHT    -        -21.043 (meters)                     GEOID18
 AD8930  DYNAMIC HEIGHT  -        737.871 (meters)     2420.83  (feet) COMP
 AD8930  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 AD8930
 AD8930  VERT ORDER      -  FIRST     CLASS II
 AD8930
 AD8930.The horizontal coordinates were scaled from a map and have
 AD8930.an estimated accuracy of +/- 6 seconds.
 AD8930
 AD8930.The orthometric height was determined by differential leveling and
 AD8930.adjusted by the NATIONAL GEODETIC SURVEY
 AD8930.in July 1998.
 AD8930
 AD8930.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8930.GEOID18 height accuracy estimate available here.
 AD8930
 AD8930.Click photographs - Photos may exist for this station.
 AD8930
 AD8930.The dynamic height is computed by dividing the NAVD 88
 AD8930.geopotential number by the normal gravity value computed on the
 AD8930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8930.degrees latitude (g = 980.6199 gals.).
 AD8930
 AD8930.The modeled gravity was interpolated from observed gravity values.
 AD8930
 AD8930;                    North         East    Units  Estimated Accuracy
 AD8930;SPC SD N     -   131,470.      494,830.      MT  (+/- 180 meters Scaled)
 AD8930
 AD8930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ160865(NAD 83)
 AD8930
 AD8930                          SUPERSEDED SURVEY CONTROL
 AD8930
 AD8930.No superseded survey control is available for this station.
 AD8930
 AD8930_MARKER: Z = SEE DESCRIPTION
 AD8930_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8930_STAMPING: 212-150.20 1995
 AD8930_MARK LOGO: NGS
 AD8930_PROJECTION: FLUSH
 AD8930_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8930+STABILITY: POSITION/ELEVATION WELL
 AD8930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8930+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8930_ROD/PIPE-DEPTH: 6.4 meters
 AD8930_SLEEVE-DEPTH  : 4.0 meters
 AD8930
 AD8930  HISTORY     - Date     Condition        Report By
 AD8930  HISTORY     - 1995     MONUMENTED       SDDT
 AD8930  HISTORY     - 19960425 GOOD             NGS
 AD8930  HISTORY     - 20080903 GOOD             WOOLPT
 AD8930  HISTORY     - 20120711 GOOD             INDIV
 AD8930
 AD8930                          STATION DESCRIPTION
 AD8930
 AD8930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8930'7.9 KM (4.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8930'MAIN STREET IN EAGLE BUTTE, 494.4 M (1622.0 FT) EAST OF MILEPOST 150,
 AD8930'21.7 M (71.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT) WEST
 AD8930'OF THE CENTER OF A DRIVEWAY, 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 AD8930'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AD8930'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AD8930'STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 AD8930'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AD8930'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD8930
 AD8930                          STATION RECOVERY (2008)
 AD8930
 AD8930'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 AD8930'RECOVERED AS DESCRIBED.
 AD8930
 AD8930                          STATION RECOVERY (2012)
 AD8930
 AD8930'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8928 ***********************************************************************
 AD8928  DESIGNATION -  212 155.46
 AD8928  PID         -  AD8928
 AD8928  STATE/COUNTY-  SD/DEWEY
 AD8928  COUNTRY     -  US
 AD8928  USGS QUAD   -  PARADE SW (2017)
 AD8928
 AD8928                         *CURRENT SURVEY CONTROL
 AD8928  ______________________________________________________________________
 AD8928* NAD 83(1986) POSITION- 45 00 30.1    (N) 101 13 43.6    (W)   HD_HELD2
 AD8928* NAVD 88 ORTHO HEIGHT -   733.937 (meters)     2407.93  (feet) ADJUSTED
 AD8928  ______________________________________________________________________
 AD8928  GEOID HEIGHT    -        -21.261 (meters)                     GEOID18
 AD8928  DYNAMIC HEIGHT  -        733.798 (meters)     2407.47  (feet) COMP
 AD8928  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 AD8928
 AD8928  VERT ORDER      -  FIRST     CLASS II
 AD8928
 AD8928.The horizontal coordinates were established by autonomous hand held GPS
 AD8928.observations and have an estimated accuracy of +/- 10 meters.
 AD8928
 AD8928.The orthometric height was determined by differential leveling and
 AD8928.adjusted by the NATIONAL GEODETIC SURVEY
 AD8928.in July 1998.
 AD8928
 AD8928.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8928.GEOID18 height accuracy estimate available here.
 AD8928
 AD8928.Click photographs - Photos may exist for this station.
 AD8928
 AD8928.The dynamic height is computed by dividing the NAVD 88
 AD8928.geopotential number by the normal gravity value computed on the
 AD8928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8928.degrees latitude (g = 980.6199 gals.).
 AD8928
 AD8928.The modeled gravity was interpolated from observed gravity values.
 AD8928
 AD8928;                    North         East    Units  Estimated Accuracy
 AD8928;SPC SD N     -   131,307.      503,138.      MT  (+/- 10 meters HH2 GPS)
 AD8928
 AD8928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2436386295(NAD 83)
 AD8928
 AD8928                          SUPERSEDED SURVEY CONTROL
 AD8928
 AD8928.No superseded survey control is available for this station.
 AD8928
 AD8928_MARKER: DB = BENCH MARK DISK
 AD8928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8928_STAMPING: 212-155.46
 AD8928_MARK LOGO: SDDT
 AD8928_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8928+STABILITY: SURFACE MOTION
 AD8928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8928+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 AD8928
 AD8928  HISTORY     - Date     Condition        Report By
 AD8928  HISTORY     - UNK      MONUMENTED       SDDT
 AD8928  HISTORY     - 19960425 GOOD             NGS
 AD8928  HISTORY     - 20121206 GOOD             INDIV
 AD8928
 AD8928                          STATION DESCRIPTION
 AD8928
 AD8928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8928'0.5 KM (0.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8928'MAIN STREET IN EAGLE BUTTE, 726.0 M (2381.9 FT) EAST OF MILEPOST 155,
 AD8928'22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) EAST
 AD8928'OF A RIGHT-OF-WAY MARKER, 5.4 M (17.7 FT) WEST OF THE CENTER OF A
 AD8928'DRIVEWAY, 4.0 M (13.1 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER, 0.3 M
 AD8928'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AD8928'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8928
 AD8928                          STATION RECOVERY (2012)
 AD8928
 AD8928'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JCC)
 AD8928'RECOVERED AS DESCRIBED, JUST WEST OF A NEW ASPHALT
 AD8928'DRIVEWAY TO A BANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7932 ***********************************************************************
 AC7932  CBN         -  This is a Cooperative Base Network Control Station.
 AC7932  DESIGNATION -  212 156.33
 AC7932  PID         -  AC7932
 AC7932  STATE/COUNTY-  SD/DEWEY
 AC7932  COUNTRY     -  US
 AC7932  USGS QUAD   -  PARADE SW (2017)
 AC7932
 AC7932                         *CURRENT SURVEY CONTROL
 AC7932  ______________________________________________________________________
 AC7932* NAD 83(2011) POSITION- 45 00 30.06192(N) 101 12 35.02202(W)   ADJUSTED
 AC7932* NAD 83(2011) ELLIP HT-   708.348 (meters)        (06/27/12)   ADJUSTED
 AC7932* NAD 83(2011) EPOCH   -  2010.00
 AC7932* NAVD 88 ORTHO HEIGHT -   729.663 (meters)     2393.90  (feet) ADJUSTED
 AC7932  ______________________________________________________________________
 AC7932  GEOID HEIGHT    -        -21.309 (meters)                     GEOID18
 AC7932  NAD 83(2011) X  -   -878,193.542 (meters)                     COMP
 AC7932  NAD 83(2011) Y  - -4,431,252.531 (meters)                     COMP
 AC7932  NAD 83(2011) Z  -  4,488,505.514 (meters)                     COMP
 AC7932  LAPLACE CORR    -         -6.60  (seconds)                    DEFLEC18
 AC7932  DYNAMIC HEIGHT  -        729.522 (meters)     2393.44  (feet) COMP
 AC7932  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 AC7932
 AC7932  VERT ORDER      -  FIRST     CLASS II
 AC7932
 AC7932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7932  Standards:
 AC7932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7932  -------------------------------------------------------------------
 AC7932  NETWORK    1.14   3.33           0.54   0.35   1.70     -0.08370369
 AC7932  -------------------------------------------------------------------
 AC7932  Click here for local accuracies and other accuracy information.
 AC7932
 AC7932.The horizontal coordinates were established by GPS observations
 AC7932.and adjusted by the National Geodetic Survey in June 2012.
 AC7932
 AC7932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7932.been affixed to the stable North American tectonic plate. See 
 AC7932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7932
 AC7932.The horizontal coordinates are valid at the epoch date displayed above
 AC7932.which is a decimal equivalence of Year/Month/Day.
 AC7932
 AC7932.The orthometric height was determined by differential leveling and
 AC7932.adjusted by the NATIONAL GEODETIC SURVEY
 AC7932.in July 1998.
 AC7932
 AC7932.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7932.GEOID18 height accuracy estimate available here.
 AC7932
 AC7932.Click photographs - Photos may exist for this station.
 AC7932
 AC7932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7932
 AC7932.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7932
 AC7932.The ellipsoidal height was determined by GPS observations
 AC7932.and is referenced to NAD 83.
 AC7932
 AC7932.The dynamic height is computed by dividing the NAVD 88
 AC7932.geopotential number by the normal gravity value computed on the
 AC7932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7932.degrees latitude (g = 980.6199 gals.).
 AC7932
 AC7932.The modeled gravity was interpolated from observed gravity values.
 AC7932
 AC7932. The following values were computed from the NAD 83(2011) position.
 AC7932
 AC7932;                    North         East     Units Scale Factor Converg.
 AC7932;SPC SD N     -   131,283.102   504,639.934   MT  0.99993939   -0 51 22.2
 AC7932;SPC SD N     -   430,717.98  1,655,639.52   sFT  0.99993939   -0 51 22.2
 AC7932;UTM  14      - 4,986,253.398   325,864.855   MT  0.99997287   -1 33 47.3
 AC7932
 AC7932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7932!SPC SD N     -   0.99988895  x   0.99993939  =   0.99982835
 AC7932!UTM  14      -   0.99988895  x   0.99997287  =   0.99986183
 AC7932
 AC7932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2586486253(NAD 83)
 AC7932
 AC7932                          SUPERSEDED SURVEY CONTROL
 AC7932
 AC7932  NAD 83(2007)-  45 00 30.06189(N)    101 12 35.02315(W) AD(2002.00) 0
 AC7932  ELLIP H (02/10/07)  708.371  (m)                       GP(2002.00)    
 AC7932  ELLIP H (04/15/04)  708.352  (m)                       GP(       ) 2 1
 AC7932  NAD 83(1996)-  45 00 30.06133(N)    101 12 35.02259(W) AD(       ) B
 AC7932  ELLIP H (04/18/97)  708.413  (m)                       GP(       ) 4 1
 AC7932  NAVD 88 (04/18/97)  729.6    (m)  GEOID96  model used  GPS OBS        
 AC7932
 AC7932.Superseded values are not recommended for survey control.
 AC7932
 AC7932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7932.See file dsdata.pdf to determine how the superseded data were derived.
 AC7932
 AC7932_MARKER: Z = SEE DESCRIPTION
 AC7932_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7932_STAMPING: 212-156.33 1995
 AC7932_MARK LOGO: NGS
 AC7932_PROJECTION: FLUSH
 AC7932_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7932+STABILITY: POSITION/ELEVATION WELL
 AC7932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7932+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AC7932_ROD/PIPE-DEPTH: 6.4 meters
 AC7932_SLEEVE-DEPTH  : 1.8 meters
 AC7932
 AC7932  HISTORY     - Date     Condition        Report By
 AC7932  HISTORY     - 1995     MONUMENTED       SDDT
 AC7932  HISTORY     - 19960425 GOOD             NGS
 AC7932  HISTORY     - 19960815 GOOD             NGS
 AC7932  HISTORY     - 20080903 GOOD             WOOLPT
 AC7932  HISTORY     - 20120711 GOOD             INDIV
 AC7932
 AC7932                          STATION DESCRIPTION
 AC7932
 AC7932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7932'2.0 KM (1.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC7932'MAIN STREET IN EAGLE BUTTE, 615.0 M (2017.7 FT) EAST OF MILEPOST 156,
 AC7932'23.1 M (75.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) WEST
 AC7932'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW THE
 AC7932'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 AC7932'FENCE, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.  NOTE--THE
 AC7932'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP
 AC7932'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE
 AC7932'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AC7932'CAP.
 AC7932
 AC7932                          STATION RECOVERY (1996)
 AC7932
 AC7932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7932'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) EAST OF EAGLE BUTTE, ON
 AC7932'U.S. HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7932'STATION FROM THE POST OFFICE IN EAGLE BUTTE, GO NORTH ON MAIN STREET
 AC7932'FOR 1.3 KM (0.80 MI) TO THE JUNCTION OF U.S. HIGHWAY 212, TURN RIGHT
 AC7932'AND GO EAST ON U.S. HIGHWAY 212 FOR 1.2 MI (1.9 KM) TO THE STATION ON
 AC7932'THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7932'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7932'STEEL PIPE.  LOCATED 23.2 M (76.1 FT) NORTH OF THE HIGHWAY CENTERLINE,
 AC7932'6.8 M (22.3 FT) NORTHEAST OF THE WEST END OF A PIPE CULVERT, 6.4 M
 AC7932'(21.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) SOUTH
 AC7932'OF A FENCE, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.4 M (1.3
 AC7932'FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 AC7932'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7932
 AC7932                          STATION RECOVERY (2008)
 AC7932
 AC7932'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 AC7932'RECOVERED AS DESCRIBED.
 AC7932
 AC7932                          STATION RECOVERY (2012)
 AC7932
 AC7932'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8927 ***********************************************************************
 AD8927  DESIGNATION -  212 156.42
 AD8927  PID         -  AD8927
 AD8927  STATE/COUNTY-  SD/DEWEY
 AD8927  COUNTRY     -  US
 AD8927  USGS QUAD   -  PARADE SW (2017)
 AD8927
 AD8927                         *CURRENT SURVEY CONTROL
 AD8927  ______________________________________________________________________
 AD8927* NAD 83(1986) POSITION- 45 00 31.     (N) 101 12 32.     (W)   SCALED
 AD8927* NAVD 88 ORTHO HEIGHT -   727.152 (meters)     2385.66  (feet) ADJUSTED
 AD8927  ______________________________________________________________________
 AD8927  GEOID HEIGHT    -        -21.311 (meters)                     GEOID18
 AD8927  DYNAMIC HEIGHT  -        727.012 (meters)     2385.21  (feet) COMP
 AD8927  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 AD8927
 AD8927  VERT ORDER      -  FIRST     CLASS II
 AD8927
 AD8927.The horizontal coordinates were scaled from a map and have
 AD8927.an estimated accuracy of +/- 6 seconds.
 AD8927
 AD8927.The orthometric height was determined by differential leveling and
 AD8927.adjusted by the NATIONAL GEODETIC SURVEY
 AD8927.in July 1998.
 AD8927
 AD8927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8927.GEOID18 height accuracy estimate available here.
 AD8927
 AD8927.Click photographs - Photos may exist for this station.
 AD8927
 AD8927.The dynamic height is computed by dividing the NAVD 88
 AD8927.geopotential number by the normal gravity value computed on the
 AD8927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8927.degrees latitude (g = 980.6199 gals.).
 AD8927
 AD8927.The modeled gravity was interpolated from observed gravity values.
 AD8927
 AD8927;                    North         East    Units  Estimated Accuracy
 AD8927;SPC SD N     -   131,310.      504,710.      MT  (+/- 180 meters Scaled)
 AD8927
 AD8927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ259862(NAD 83)
 AD8927
 AD8927                          SUPERSEDED SURVEY CONTROL
 AD8927
 AD8927.No superseded survey control is available for this station.
 AD8927
 AD8927_MARKER: DB = BENCH MARK DISK
 AD8927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8927_STAMPING: 212-156.42
 AD8927_MARK LOGO: SDDT
 AD8927_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8927+STABILITY: SURFACE MOTION
 AD8927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8927+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8927
 AD8927  HISTORY     - Date     Condition        Report By
 AD8927  HISTORY     - UNK      MONUMENTED       SDDT
 AD8927  HISTORY     - 19960425 GOOD             NGS
 AD8927  HISTORY     - 20120711 GOOD             INDIV
 AD8927
 AD8927                          STATION DESCRIPTION
 AD8927
 AD8927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8927'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8927'MAIN STREET IN EAGLE BUTTE, 722.0 M (2368.8 FT) EAST OF MILEPOST 156,
 AD8927'23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW
 AD8927'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AD8927'FT) NORTH OF A WITNESS POST, AND THE M0NUMENT IS FLUSH WITH THE GROUND
 AD8927'SURFACE.
 AD8927
 AD8927                          STATION RECOVERY (2012)
 AD8927
 AD8927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8926 ***********************************************************************
 AD8926  DESIGNATION -  212 157.46
 AD8926  PID         -  AD8926
 AD8926  STATE/COUNTY-  SD/DEWEY
 AD8926  COUNTRY     -  US
 AD8926  USGS QUAD   -  PARADE SW (2017)
 AD8926
 AD8926                         *CURRENT SURVEY CONTROL
 AD8926  ______________________________________________________________________
 AD8926* NAD 83(1986) POSITION- 45 00 30.     (N) 101 11 18.     (W)   SCALED
 AD8926* NAVD 88 ORTHO HEIGHT -   707.707 (meters)     2321.87  (feet) ADJUSTED
 AD8926  ______________________________________________________________________
 AD8926  GEOID HEIGHT    -        -21.364 (meters)                     GEOID18
 AD8926  DYNAMIC HEIGHT  -        707.568 (meters)     2321.41  (feet) COMP
 AD8926  MODELED GRAVITY -    980,396.5   (mgal)                       NAVD 88
 AD8926
 AD8926  VERT ORDER      -  FIRST     CLASS II
 AD8926
 AD8926.The horizontal coordinates were scaled from a map and have
 AD8926.an estimated accuracy of +/- 6 seconds.
 AD8926
 AD8926.The orthometric height was determined by differential leveling and
 AD8926.adjusted by the NATIONAL GEODETIC SURVEY
 AD8926.in July 1998.
 AD8926
 AD8926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8926.GEOID18 height accuracy estimate available here.
 AD8926
 AD8926.Click photographs - Photos may exist for this station.
 AD8926
 AD8926.The dynamic height is computed by dividing the NAVD 88
 AD8926.geopotential number by the normal gravity value computed on the
 AD8926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8926.degrees latitude (g = 980.6199 gals.).
 AD8926
 AD8926.The modeled gravity was interpolated from observed gravity values.
 AD8926
 AD8926;                    North         East    Units  Estimated Accuracy
 AD8926;SPC SD N     -   131,260.      506,330.      MT  (+/- 180 meters Scaled)
 AD8926
 AD8926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ275862(NAD 83)
 AD8926
 AD8926                          SUPERSEDED SURVEY CONTROL
 AD8926
 AD8926.No superseded survey control is available for this station.
 AD8926
 AD8926_MARKER: DB = BENCH MARK DISK
 AD8926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8926_STAMPING: 212-157.46
 AD8926_MARK LOGO: SDDT
 AD8926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8926+STABILITY: SURFACE MOTION
 AD8926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8926+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8926
 AD8926  HISTORY     - Date     Condition        Report By
 AD8926  HISTORY     - UNK      MONUMENTED       SDDT
 AD8926  HISTORY     - 19960425 GOOD             NGS
 AD8926  HISTORY     - 20120711 GOOD             INDIV
 AD8926
 AD8926                          STATION DESCRIPTION
 AD8926
 AD8926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8926'3.7 KM (2.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8926'MAIN STREET IN EAGLE BUTTE, 726.0 M (2381.9 FT) EAST OF MILEPOST 157,
 AD8926'23.4 M (76.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT)
 AD8926'NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 4.0 M (13.1
 AD8926'FT) WEST OF A FENCE CORNER, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE
 AD8926'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AD8926'WITNESS POST, AND THE M0NUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8926
 AD8926                          STATION RECOVERY (2012)
 AD8926
 AD8926'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8925 ***********************************************************************
 AD8925  DESIGNATION -  212 158.46
 AD8925  PID         -  AD8925
 AD8925  STATE/COUNTY-  SD/DEWEY
 AD8925  COUNTRY     -  US
 AD8925  USGS QUAD   -  PARADE SW (2017)
 AD8925
 AD8925                         *CURRENT SURVEY CONTROL
 AD8925  ______________________________________________________________________
 AD8925* NAD 83(1986) POSITION- 45 00 30.     (N) 101 10 05.     (W)   SCALED
 AD8925* NAVD 88 ORTHO HEIGHT -   726.672 (meters)     2384.09  (feet) ADJUSTED
 AD8925  ______________________________________________________________________
 AD8925  GEOID HEIGHT    -        -21.413 (meters)                     GEOID18
 AD8925  DYNAMIC HEIGHT  -        726.527 (meters)     2383.61  (feet) COMP
 AD8925  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 AD8925
 AD8925  VERT ORDER      -  FIRST     CLASS II
 AD8925
 AD8925.The horizontal coordinates were scaled from a map and have
 AD8925.an estimated accuracy of +/- 6 seconds.
 AD8925
 AD8925.The orthometric height was determined by differential leveling and
 AD8925.adjusted by the NATIONAL GEODETIC SURVEY
 AD8925.in July 1998.
 AD8925
 AD8925.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8925.GEOID18 height accuracy estimate available here.
 AD8925
 AD8925.Click photographs - Photos may exist for this station.
 AD8925
 AD8925.The dynamic height is computed by dividing the NAVD 88
 AD8925.geopotential number by the normal gravity value computed on the
 AD8925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8925.degrees latitude (g = 980.6199 gals.).
 AD8925
 AD8925.The modeled gravity was interpolated from observed gravity values.
 AD8925
 AD8925;                    North         East    Units  Estimated Accuracy
 AD8925;SPC SD N     -   131,230.      507,930.      MT  (+/- 180 meters Scaled)
 AD8925
 AD8925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ291861(NAD 83)
 AD8925
 AD8925                          SUPERSEDED SURVEY CONTROL
 AD8925
 AD8925.No superseded survey control is available for this station.
 AD8925
 AD8925_MARKER: DB = BENCH MARK DISK
 AD8925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8925_STAMPING: 212-158.46
 AD8925_MARK LOGO: SDDT
 AD8925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8925+STABILITY: SURFACE MOTION
 AD8925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8925+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8925
 AD8925  HISTORY     - Date     Condition        Report By
 AD8925  HISTORY     - UNK      MONUMENTED       SDDT
 AD8925  HISTORY     - 19960425 GOOD             NGS
 AD8925  HISTORY     - 20120711 GOOD             INDIV
 AD8925
 AD8925                          STATION DESCRIPTION
 AD8925
 AD8925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8925'5.3 KM (3.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8925'MAIN STREET IN EAGLE BUTTE, 726.0 M (2381.9 FT) EAST OF MILEPOST 158,
 AD8925'23.2 M (76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.0 M (39.4 FT)
 AD8925'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 2.0 M (6.6
 AD8925'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE,
 AD8925'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE M0NUMENT IS FLUSH WITH
 AD8925'THE GROUND SURFACE.
 AD8925
 AD8925                          STATION RECOVERY (2012)
 AD8925
 AD8925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8907 ***********************************************************************
 AD8907  DESIGNATION -  212 159.90
 AD8907  PID         -  AD8907
 AD8907  STATE/COUNTY-  SD/DEWEY
 AD8907  COUNTRY     -  US
 AD8907  USGS QUAD   -  PARADE SW (2017)
 AD8907
 AD8907                         *CURRENT SURVEY CONTROL
 AD8907  ______________________________________________________________________
 AD8907* NAD 83(1986) POSITION- 45 00 56.10   (N) 101 08 32.46   (W)   HD_HELD1
 AD8907* NAVD 88 ORTHO HEIGHT -   731.580 (meters)     2400.19  (feet) ADJUSTED
 AD8907  ______________________________________________________________________
 AD8907  GEOID HEIGHT    -        -21.471 (meters)                     GEOID18
 AD8907  DYNAMIC HEIGHT  -        731.431 (meters)     2399.70  (feet) COMP
 AD8907  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 AD8907
 AD8907  VERT ORDER      -  FIRST     CLASS II
 AD8907
 AD8907.The horizontal coordinates were determined by differentially corrected
 AD8907.hand held GPS observations or other comparable positioning techniques
 AD8907.and have an estimated accuracy of +/- 3 meters.
 AD8907
 AD8907.The orthometric height was determined by differential leveling and
 AD8907.adjusted by the NATIONAL GEODETIC SURVEY
 AD8907.in July 1998.
 AD8907
 AD8907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8907.GEOID18 height accuracy estimate available here.
 AD8907
 AD8907.Click photographs - Photos may exist for this station.
 AD8907
 AD8907.The dynamic height is computed by dividing the NAVD 88
 AD8907.geopotential number by the normal gravity value computed on the
 AD8907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8907.degrees latitude (g = 980.6199 gals.).
 AD8907
 AD8907.The modeled gravity was interpolated from observed gravity values.
 AD8907
 AD8907;                    North         East    Units  Estimated Accuracy
 AD8907;SPC SD N     -   132,009.6     509,962.2     MT  (+/- 3 meters HH1 GPS) 
 AD8907
 AD8907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3119586914(NAD 83)
 AD8907
 AD8907                          SUPERSEDED SURVEY CONTROL
 AD8907
 AD8907.No superseded survey control is available for this station.
 AD8907
 AD8907_MARKER: DB = BENCH MARK DISK
 AD8907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8907_STAMPING: 212-159.90
 AD8907_MARK LOGO: SDDT
 AD8907_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8907+STABILITY: SURFACE MOTION
 AD8907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8907+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8907
 AD8907  HISTORY     - Date     Condition        Report By
 AD8907  HISTORY     - UNK      MONUMENTED       SDDT
 AD8907  HISTORY     - 19960425 GOOD             NGS
 AD8907  HISTORY     - 20120711 GOOD             INDIV
 AD8907
 AD8907                          STATION DESCRIPTION
 AD8907
 AD8907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8907'7.7 KM (4.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8907'MAIN STREET IN EAGLE BUTTE, 142.0 M (465.9 FT) WEST OF MILEPOST 160,
 AD8907'44.6 M (146.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 AD8907'23.2 M (76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW
 AD8907'THE LEVEL OF THE HIGHWAY, 1.3 M (4.3 FT) SOUTH OF A FENCE, 0.4 M (1.3
 AD8907'FT) NORTH OF A WITNESS POST, AND THE M0NUMENT IS FLUSH WITH THE GROUND
 AD8907'SURFACE.
 AD8907
 AD8907                          STATION RECOVERY (2012)
 AD8907
 AD8907'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8924 ***********************************************************************
 AD8924  DESIGNATION -  212 160.80
 AD8924  PID         -  AD8924
 AD8924  STATE/COUNTY-  SD/DEWEY
 AD8924  COUNTRY     -  US
 AD8924  USGS QUAD   -  PARADE SW (2017)
 AD8924
 AD8924                         *CURRENT SURVEY CONTROL
 AD8924  ______________________________________________________________________
 AD8924* NAD 83(1986) POSITION- 45 01 18.     (N) 101 07 44.     (W)   SCALED
 AD8924* NAVD 88 ORTHO HEIGHT -   733.724 (meters)     2407.23  (feet) ADJUSTED
 AD8924  ______________________________________________________________________
 AD8924  GEOID HEIGHT    -        -21.499 (meters)                     GEOID18
 AD8924  DYNAMIC HEIGHT  -        733.573 (meters)     2406.73  (feet) COMP
 AD8924  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 AD8924
 AD8924  VERT ORDER      -  FIRST     CLASS II
 AD8924
 AD8924.The horizontal coordinates were scaled from a map and have
 AD8924.an estimated accuracy of +/- 6 seconds.
 AD8924
 AD8924.The orthometric height was determined by differential leveling and
 AD8924.adjusted by the NATIONAL GEODETIC SURVEY
 AD8924.in July 1998.
 AD8924
 AD8924.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8924.GEOID18 height accuracy estimate available here.
 AD8924
 AD8924.Click photographs - Photos may exist for this station.
 AD8924
 AD8924.The dynamic height is computed by dividing the NAVD 88
 AD8924.geopotential number by the normal gravity value computed on the
 AD8924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8924.degrees latitude (g = 980.6199 gals.).
 AD8924
 AD8924.The modeled gravity was interpolated from observed gravity values.
 AD8924
 AD8924;                    North         East    Units  Estimated Accuracy
 AD8924;SPC SD N     -   132,670.      511,030.      MT  (+/- 180 meters Scaled)
 AD8924
 AD8924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ322875(NAD 83)
 AD8924
 AD8924                          SUPERSEDED SURVEY CONTROL
 AD8924
 AD8924.No superseded survey control is available for this station.
 AD8924
 AD8924_MARKER: DB = BENCH MARK DISK
 AD8924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8924_STAMPING: 212-160.80
 AD8924_MARK LOGO: SDDT
 AD8924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8924+STABILITY: SURFACE MOTION
 AD8924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8924+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8924
 AD8924  HISTORY     - Date     Condition        Report By
 AD8924  HISTORY     - UNK      MONUMENTED       SDDT
 AD8924  HISTORY     - 19960425 GOOD             NGS
 AD8924  HISTORY     - 20120711 GOOD             INDIV
 AD8924
 AD8924                          STATION DESCRIPTION
 AD8924
 AD8924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8924'9.2 KM (5.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8924'MAIN STREET IN EAGLE BUTTE, 318.0 M (1043.3 FT) WEST OF MILEPOST 161,
 AD8924'22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.2 M (36.7 FT)
 AD8924'WEST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD8924'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A
 AD8924'WITNESS POST, AND THE M0NUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8924
 AD8924                          STATION RECOVERY (2012)
 AD8924
 AD8924'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8923 ***********************************************************************
 AD8923  DESIGNATION -  212 161.33
 AD8923  PID         -  AD8923
 AD8923  STATE/COUNTY-  SD/DEWEY
 AD8923  COUNTRY     -  US
 AD8923  USGS QUAD   -  PARADE (2017)
 AD8923
 AD8923                         *CURRENT SURVEY CONTROL
 AD8923  ______________________________________________________________________
 AD8923* NAD 83(1986) POSITION- 45 01 21.     (N) 101 07 05.     (W)   SCALED
 AD8923* NAVD 88 ORTHO HEIGHT -   732.409 (meters)     2402.91  (feet) ADJUSTED
 AD8923  ______________________________________________________________________
 AD8923  GEOID HEIGHT    -        -21.518 (meters)                     GEOID18
 AD8923  DYNAMIC HEIGHT  -        732.257 (meters)     2402.41  (feet) COMP
 AD8923  MODELED GRAVITY -    980,384.9   (mgal)                       NAVD 88
 AD8923
 AD8923  VERT ORDER      -  FIRST     CLASS II
 AD8923
 AD8923.The horizontal coordinates were scaled from a map and have
 AD8923.an estimated accuracy of +/- 6 seconds.
 AD8923
 AD8923.The orthometric height was determined by differential leveling and
 AD8923.adjusted by the NATIONAL GEODETIC SURVEY
 AD8923.in July 1998.
 AD8923
 AD8923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8923.GEOID18 height accuracy estimate available here.
 AD8923
 AD8923.Click photographs - Photos may exist for this station.
 AD8923
 AD8923.The dynamic height is computed by dividing the NAVD 88
 AD8923.geopotential number by the normal gravity value computed on the
 AD8923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8923.degrees latitude (g = 980.6199 gals.).
 AD8923
 AD8923.The modeled gravity was interpolated from observed gravity values.
 AD8923
 AD8923;                    North         East    Units  Estimated Accuracy
 AD8923;SPC SD N     -   132,750.      511,890.      MT  (+/- 180 meters Scaled)
 AD8923
 AD8923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ331876(NAD 83)
 AD8923
 AD8923                          SUPERSEDED SURVEY CONTROL
 AD8923
 AD8923.No superseded survey control is available for this station.
 AD8923
 AD8923_MARKER: Z = SEE DESCRIPTION
 AD8923_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8923_STAMPING: 212-161.33 1995
 AD8923_MARK LOGO: NGS
 AD8923_PROJECTION: FLUSH
 AD8923_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8923+STABILITY: POSITION/ELEVATION WELL
 AD8923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8923+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8923_ROD/PIPE-DEPTH: 6.4 meters
 AD8923_SLEEVE-DEPTH  : 4.0 meters
 AD8923
 AD8923  HISTORY     - Date     Condition        Report By
 AD8923  HISTORY     - 1995     MONUMENTED       SDDT
 AD8923  HISTORY     - 19960425 GOOD             NGS
 AD8923  HISTORY     - 20120711 GOOD             INDIV
 AD8923
 AD8923                          STATION DESCRIPTION
 AD8923
 AD8923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8923'10.0 KM (6.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8923'MAIN STREET IN EAGLE BUTTE, 520.0 M (1706.0 FT) EAST OF MILEPOST 161,
 AD8923'26.1 M (85.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.7 M (54.8 FT)
 AD8923'EAST OF THE CENTER OF A DIRT ROAD AND GATE, 9.6 M (31.5 FT) WEST OF AN
 AD8923'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AD8923'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0
 AD8923'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AD8923'STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 AD8923'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AD8923'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD8923
 AD8923                          STATION RECOVERY (2012)
 AD8923
 AD8923'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8922 ***********************************************************************
 AD8922  DESIGNATION -  212 161.80
 AD8922  PID         -  AD8922
 AD8922  STATE/COUNTY-  SD/DEWEY
 AD8922  COUNTRY     -  US
 AD8922  USGS QUAD   -  PARADE (2017)
 AD8922
 AD8922                         *CURRENT SURVEY CONTROL
 AD8922  ______________________________________________________________________
 AD8922* NAD 83(1986) POSITION- 45 01 22.     (N) 101 06 30.     (W)   SCALED
 AD8922* NAVD 88 ORTHO HEIGHT -   731.773 (meters)     2400.83  (feet) ADJUSTED
 AD8922  ______________________________________________________________________
 AD8922  GEOID HEIGHT    -        -21.535 (meters)                     GEOID18
 AD8922  DYNAMIC HEIGHT  -        731.620 (meters)     2400.32  (feet) COMP
 AD8922  MODELED GRAVITY -    980,384.9   (mgal)                       NAVD 88
 AD8922
 AD8922  VERT ORDER      -  FIRST     CLASS II
 AD8922
 AD8922.The horizontal coordinates were scaled from a map and have
 AD8922.an estimated accuracy of +/- 6 seconds.
 AD8922
 AD8922.The orthometric height was determined by differential leveling and
 AD8922.adjusted by the NATIONAL GEODETIC SURVEY
 AD8922.in July 1998.
 AD8922
 AD8922.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8922.GEOID18 height accuracy estimate available here.
 AD8922
 AD8922.Click photographs - Photos may exist for this station.
 AD8922
 AD8922.The dynamic height is computed by dividing the NAVD 88
 AD8922.geopotential number by the normal gravity value computed on the
 AD8922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8922.degrees latitude (g = 980.6199 gals.).
 AD8922
 AD8922.The modeled gravity was interpolated from observed gravity values.
 AD8922
 AD8922;                    North         East    Units  Estimated Accuracy
 AD8922;SPC SD N     -   132,770.      512,650.      MT  (+/- 180 meters Scaled)
 AD8922
 AD8922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ338876(NAD 83)
 AD8922
 AD8922                          SUPERSEDED SURVEY CONTROL
 AD8922
 AD8922.No superseded survey control is available for this station.
 AD8922
 AD8922_MARKER: DB = BENCH MARK DISK
 AD8922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8922_STAMPING: 212-161.80
 AD8922_MARK LOGO: SDDT
 AD8922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8922+STABILITY: SURFACE MOTION
 AD8922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8922+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8922
 AD8922  HISTORY     - Date     Condition        Report By
 AD8922  HISTORY     - UNK      MONUMENTED       SDDT
 AD8922  HISTORY     - 19960425 GOOD             NGS
 AD8922  HISTORY     - 20120711 GOOD             INDIV
 AD8922
 AD8922                          STATION DESCRIPTION
 AD8922
 AD8922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8922'10.8 KM (6.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8922'MAIN STREET IN EAGLE BUTTE, 321.0 M (1053.1 FT) WEST OF MILEPOST 162,
 AD8922'23.5 M (77.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 23.1 M (75.8
 AD8922'FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 AD8922'THE HIGHWAY, 1.9 M (6.2 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT)
 AD8922'NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE
 AD8922'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8922
 AD8922                          STATION RECOVERY (2012)
 AD8922
 AD8922'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8921 ***********************************************************************
 AD8921  DESIGNATION -  212 162.81
 AD8921  PID         -  AD8921
 AD8921  STATE/COUNTY-  SD/DEWEY
 AD8921  COUNTRY     -  US
 AD8921  USGS QUAD   -  PARADE (2017)
 AD8921
 AD8921                         *CURRENT SURVEY CONTROL
 AD8921  ______________________________________________________________________
 AD8921* NAD 83(1986) POSITION- 45 01 22.     (N) 101 05 15.     (W)   SCALED
 AD8921* NAVD 88 ORTHO HEIGHT -   728.229 (meters)     2389.20  (feet) ADJUSTED
 AD8921  ______________________________________________________________________
 AD8921  GEOID HEIGHT    -        -21.565 (meters)                     GEOID18
 AD8921  DYNAMIC HEIGHT  -        728.081 (meters)     2388.71  (feet) COMP
 AD8921  MODELED GRAVITY -    980,390.2   (mgal)                       NAVD 88
 AD8921
 AD8921  VERT ORDER      -  FIRST     CLASS II
 AD8921
 AD8921.The horizontal coordinates were scaled from a map and have
 AD8921.an estimated accuracy of +/- 6 seconds.
 AD8921
 AD8921.The orthometric height was determined by differential leveling and
 AD8921.adjusted by the NATIONAL GEODETIC SURVEY
 AD8921.in July 1998.
 AD8921
 AD8921.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8921.GEOID18 height accuracy estimate available here.
 AD8921
 AD8921.Click photographs - Photos may exist for this station.
 AD8921
 AD8921.The dynamic height is computed by dividing the NAVD 88
 AD8921.geopotential number by the normal gravity value computed on the
 AD8921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8921.degrees latitude (g = 980.6199 gals.).
 AD8921
 AD8921.The modeled gravity was interpolated from observed gravity values.
 AD8921
 AD8921;                    North         East    Units  Estimated Accuracy
 AD8921;SPC SD N     -   132,750.      514,300.      MT  (+/- 180 meters Scaled)
 AD8921
 AD8921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ355876(NAD 83)
 AD8921
 AD8921                          SUPERSEDED SURVEY CONTROL
 AD8921
 AD8921.No superseded survey control is available for this station.
 AD8921
 AD8921_MARKER: DB = BENCH MARK DISK
 AD8921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8921_STAMPING: 212-162.81
 AD8921_MARK LOGO: SDDT
 AD8921_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8921+STABILITY: SURFACE MOTION
 AD8921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8921+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8921
 AD8921  HISTORY     - Date     Condition        Report By
 AD8921  HISTORY     - UNK      MONUMENTED       SDDT
 AD8921  HISTORY     - 19960425 GOOD             NGS
 AD8921  HISTORY     - 20120710 GOOD             INDIV
 AD8921
 AD8921                          STATION DESCRIPTION
 AD8921
 AD8921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8921'12.4 KM (7.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8921'MAIN STREET IN EAGLE BUTTE, 305.0 M (1000.7 FT) WEST OF MILEPOST 163,
 AD8921'23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW
 AD8921'THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTHEAST OF A T-FENCE
 AD8921'CORNER, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 AD8921'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8921
 AD8921                          STATION RECOVERY (2012)
 AD8921
 AD8921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8920 ***********************************************************************
 AD8920  DESIGNATION -  212 163.80
 AD8920  PID         -  AD8920
 AD8920  STATE/COUNTY-  SD/DEWEY
 AD8920  COUNTRY     -  US
 AD8920  USGS QUAD   -  PARADE (2017)
 AD8920
 AD8920                         *CURRENT SURVEY CONTROL
 AD8920  ______________________________________________________________________
 AD8920* NAD 83(1986) POSITION- 45 01 22.     (N) 101 04 02.     (W)   SCALED
 AD8920* NAVD 88 ORTHO HEIGHT -   713.805 (meters)     2341.88  (feet) ADJUSTED
 AD8920  ______________________________________________________________________
 AD8920  GEOID HEIGHT    -        -21.590 (meters)                     GEOID18
 AD8920  DYNAMIC HEIGHT  -        713.663 (meters)     2341.41  (feet) COMP
 AD8920  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 AD8920
 AD8920  VERT ORDER      -  FIRST     CLASS II
 AD8920
 AD8920.The horizontal coordinates were scaled from a map and have
 AD8920.an estimated accuracy of +/- 6 seconds.
 AD8920
 AD8920.The orthometric height was determined by differential leveling and
 AD8920.adjusted by the NATIONAL GEODETIC SURVEY
 AD8920.in July 1998.
 AD8920
 AD8920.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8920.GEOID18 height accuracy estimate available here.
 AD8920
 AD8920.Click photographs - Photos may exist for this station.
 AD8920
 AD8920.The dynamic height is computed by dividing the NAVD 88
 AD8920.geopotential number by the normal gravity value computed on the
 AD8920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8920.degrees latitude (g = 980.6199 gals.).
 AD8920
 AD8920.The modeled gravity was interpolated from observed gravity values.
 AD8920
 AD8920;                    North         East    Units  Estimated Accuracy
 AD8920;SPC SD N     -   132,730.      515,890.      MT  (+/- 180 meters Scaled)
 AD8920
 AD8920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ371875(NAD 83)
 AD8920
 AD8920                          SUPERSEDED SURVEY CONTROL
 AD8920
 AD8920.No superseded survey control is available for this station.
 AD8920
 AD8920_MARKER: DB = BENCH MARK DISK
 AD8920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8920_STAMPING: 212-163.80
 AD8920_MARK LOGO: SDDT
 AD8920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8920+STABILITY: SURFACE MOTION
 AD8920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8920+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8920
 AD8920  HISTORY     - Date     Condition        Report By
 AD8920  HISTORY     - UNK      MONUMENTED       SDDT
 AD8920  HISTORY     - 19960425 GOOD             NGS
 AD8920  HISTORY     - 20120710 GOOD             INDIV
 AD8920
 AD8920                          STATION DESCRIPTION
 AD8920
 AD8920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8920'14.0 KM (8.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8920'MAIN STREET IN EAGLE BUTTE, 305.0 M (1000.7 FT) WEST OF MILEPOST 164,
 AD8920'23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW
 AD8920'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A T-FENCE
 AD8920'CORNER, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 AD8920'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8920
 AD8920                          STATION RECOVERY (2012)
 AD8920
 AD8920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8919 ***********************************************************************
 AD8919  DESIGNATION -  212 164.80
 AD8919  PID         -  AD8919
 AD8919  STATE/COUNTY-  SD/DEWEY
 AD8919  COUNTRY     -  US
 AD8919  USGS QUAD   -  PARADE (2017)
 AD8919
 AD8919                         *CURRENT SURVEY CONTROL
 AD8919  ______________________________________________________________________
 AD8919* NAD 83(1986) POSITION- 45 01 21.54   (N) 101 02 45.94   (W)   HD_HELD1
 AD8919* NAVD 88 ORTHO HEIGHT -   703.781 (meters)     2308.99  (feet) ADJUSTED
 AD8919  ______________________________________________________________________
 AD8919  GEOID HEIGHT    -        -21.610 (meters)                     GEOID18
 AD8919  DYNAMIC HEIGHT  -        703.644 (meters)     2308.54  (feet) COMP
 AD8919  MODELED GRAVITY -    980,399.4   (mgal)                       NAVD 88
 AD8919
 AD8919  VERT ORDER      -  FIRST     CLASS II
 AD8919
 AD8919.The horizontal coordinates were determined by differentially corrected
 AD8919.hand held GPS observations or other comparable positioning techniques
 AD8919.and have an estimated accuracy of +/- 3 meters.
 AD8919
 AD8919.The orthometric height was determined by differential leveling and
 AD8919.adjusted by the NATIONAL GEODETIC SURVEY
 AD8919.in July 1998.
 AD8919
 AD8919.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8919.GEOID18 height accuracy estimate available here.
 AD8919
 AD8919.Click photographs - Photos may exist for this station.
 AD8919
 AD8919.The dynamic height is computed by dividing the NAVD 88
 AD8919.geopotential number by the normal gravity value computed on the
 AD8919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8919.degrees latitude (g = 980.6199 gals.).
 AD8919
 AD8919.The modeled gravity was interpolated from observed gravity values.
 AD8919
 AD8919;                    North         East    Units  Estimated Accuracy
 AD8919;SPC SD N     -   132,692.3     517,558.6     MT  (+/- 3 meters HH1 GPS) 
 AD8919
 AD8919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3879987503(NAD 83)
 AD8919
 AD8919                          SUPERSEDED SURVEY CONTROL
 AD8919
 AD8919.No superseded survey control is available for this station.
 AD8919
 AD8919_MARKER: DB = BENCH MARK DISK
 AD8919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8919_STAMPING: 212-164.80
 AD8919_MARK LOGO: SDDT
 AD8919_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8919+STABILITY: SURFACE MOTION
 AD8919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8919+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8919
 AD8919  HISTORY     - Date     Condition        Report By
 AD8919  HISTORY     - UNK      MONUMENTED       SDDT
 AD8919  HISTORY     - 19960425 GOOD             NGS
 AD8919  HISTORY     - 20120710 GOOD             INDIV
 AD8919
 AD8919                          STATION DESCRIPTION
 AD8919
 AD8919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8919'15.6 KM (9.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8919'MAIN STREET IN EAGLE BUTTE, 304.0 M (997.4 FT) WEST OF MILEPOST 165,
 AD8919'26.5 M (86.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) WEST
 AD8919'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 3.6 M (11.8 FT) EAST OF
 AD8919'THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE
 AD8919'LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF THE SOUTH END OF A
 AD8919'FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AD8919'FLUSH WITH THE GROUND SURFACE.
 AD8919
 AD8919                          STATION RECOVERY (2012)
 AD8919
 AD8919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8918 ***********************************************************************
 AD8918  DESIGNATION -  212 165.32
 AD8918  PID         -  AD8918
 AD8918  STATE/COUNTY-  SD/DEWEY
 AD8918  COUNTRY     -  US
 AD8918  USGS QUAD   -  PARADE (2017)
 AD8918
 AD8918                         *CURRENT SURVEY CONTROL
 AD8918  ______________________________________________________________________
 AD8918* NAD 83(1986) POSITION- 45 01 20.     (N) 101 02 11.     (W)   SCALED
 AD8918* NAVD 88 ORTHO HEIGHT -   707.446 (meters)     2321.01  (feet) ADJUSTED
 AD8918  ______________________________________________________________________
 AD8918  GEOID HEIGHT    -        -21.618 (meters)                     GEOID18
 AD8918  DYNAMIC HEIGHT  -        707.311 (meters)     2320.57  (feet) COMP
 AD8918  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 AD8918
 AD8918  VERT ORDER      -  FIRST     CLASS II
 AD8918
 AD8918.The horizontal coordinates were scaled from a map and have
 AD8918.an estimated accuracy of +/- 6 seconds.
 AD8918
 AD8918.The orthometric height was determined by differential leveling and
 AD8918.adjusted by the NATIONAL GEODETIC SURVEY
 AD8918.in July 1998.
 AD8918
 AD8918.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8918.GEOID18 height accuracy estimate available here.
 AD8918
 AD8918.Click photographs - Photos may exist for this station.
 AD8918
 AD8918.The dynamic height is computed by dividing the NAVD 88
 AD8918.geopotential number by the normal gravity value computed on the
 AD8918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8918.degrees latitude (g = 980.6199 gals.).
 AD8918
 AD8918.The modeled gravity was interpolated from observed gravity values.
 AD8918
 AD8918;                    North         East    Units  Estimated Accuracy
 AD8918;SPC SD N     -   132,640.      518,320.      MT  (+/- 180 meters Scaled)
 AD8918
 AD8918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ395874(NAD 83)
 AD8918
 AD8918                          SUPERSEDED SURVEY CONTROL
 AD8918
 AD8918.No superseded survey control is available for this station.
 AD8918
 AD8918_MARKER: Z = SEE DESCRIPTION
 AD8918_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8918_STAMPING: 212-165.32 1995
 AD8918_MARK LOGO: NGS
 AD8918_PROJECTION: FLUSH
 AD8918_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8918+STABILITY: POSITION/ELEVATION WELL
 AD8918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8918+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8918_ROD/PIPE-DEPTH: 6.4 meters
 AD8918_SLEEVE-DEPTH  : 4.0 meters
 AD8918
 AD8918  HISTORY     - Date     Condition        Report By
 AD8918  HISTORY     - 1995     MONUMENTED       SDDT
 AD8918  HISTORY     - 19960425 GOOD             NGS
 AD8918  HISTORY     - 20120710 GOOD             INDIV
 AD8918
 AD8918                          STATION DESCRIPTION
 AD8918
 AD8918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8918'16.5 KM (10.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8918'OF MAIN STREET IN EAGLE BUTTE, 520.4 M (1707.3 FT) EAST OF MILEPOST
 AD8918'165, 23.1 M (75.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7
 AD8918'FT) EAST OF THE CENTER OF A DRIVEWAY, 2.2 M (7.2 FT) NORTHWEST OF A
 AD8918'WATERLINE ACCESS COVER, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST,
 AD8918'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 AD8918'NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AD8918'STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 AD8918'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AD8918'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD8918
 AD8918                          STATION RECOVERY (2012)
 AD8918
 AD8918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8917 ***********************************************************************
 AD8917  DESIGNATION -  212 165.80
 AD8917  PID         -  AD8917
 AD8917  STATE/COUNTY-  SD/DEWEY
 AD8917  COUNTRY     -  US
 AD8917  USGS QUAD   -  PARADE (2017)
 AD8917
 AD8917                         *CURRENT SURVEY CONTROL
 AD8917  ______________________________________________________________________
 AD8917* NAD 83(1986) POSITION- 45 01 22.     (N) 101 01 34.     (W)   SCALED
 AD8917* NAVD 88 ORTHO HEIGHT -   709.805 (meters)     2328.75  (feet) ADJUSTED
 AD8917  ______________________________________________________________________
 AD8917  GEOID HEIGHT    -        -21.626 (meters)                     GEOID18
 AD8917  DYNAMIC HEIGHT  -        709.671 (meters)     2328.31  (feet) COMP
 AD8917  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 AD8917
 AD8917  VERT ORDER      -  FIRST     CLASS II
 AD8917
 AD8917.The horizontal coordinates were scaled from a map and have
 AD8917.an estimated accuracy of +/- 6 seconds.
 AD8917
 AD8917.The orthometric height was determined by differential leveling and
 AD8917.adjusted by the NATIONAL GEODETIC SURVEY
 AD8917.in July 1998.
 AD8917
 AD8917.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8917.GEOID18 height accuracy estimate available here.
 AD8917
 AD8917.Click photographs - Photos may exist for this station.
 AD8917
 AD8917.The dynamic height is computed by dividing the NAVD 88
 AD8917.geopotential number by the normal gravity value computed on the
 AD8917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8917.degrees latitude (g = 980.6199 gals.).
 AD8917
 AD8917.The modeled gravity was interpolated from observed gravity values.
 AD8917
 AD8917;                    North         East    Units  Estimated Accuracy
 AD8917;SPC SD N     -   132,690.      519,130.      MT  (+/- 180 meters Scaled)
 AD8917
 AD8917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ403874(NAD 83)
 AD8917
 AD8917                          SUPERSEDED SURVEY CONTROL
 AD8917
 AD8917.No superseded survey control is available for this station.
 AD8917
 AD8917_MARKER: DB = BENCH MARK DISK
 AD8917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8917_STAMPING: 212-165.80
 AD8917_MARK LOGO: SDDT
 AD8917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8917+STABILITY: SURFACE MOTION
 AD8917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8917+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8917
 AD8917  HISTORY     - Date     Condition        Report By
 AD8917  HISTORY     - UNK      MONUMENTED       SDDT
 AD8917  HISTORY     - 19960425 GOOD             NGS
 AD8917  HISTORY     - 20120710 GOOD             INDIV
 AD8917
 AD8917                          STATION DESCRIPTION
 AD8917
 AD8917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8917'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8917'OF MAIN STREET IN EAGLE BUTTE, 304.0 M (997.4 FT) WEST OF MILEPOST
 AD8917'166, 39.5 M (129.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.4 M (37.4
 AD8917'FT) WEST OF A UTILITY POLE WITH 6 GUY CABLES, 3.9 M (12.8 FT) EAST OF
 AD8917'THE CENTER OF A FIELD ENTRANCE AND GATE, 1.5 M (4.9 FT) ABOVE THE
 AD8917'LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTHWEST OF A T-FENCE CORNER,
 AD8917'0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AD8917'THE GROUND SURFACE.
 AD8917
 AD8917                          STATION RECOVERY (2012)
 AD8917
 AD8917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8916 ***********************************************************************
 AD8916  DESIGNATION -  212 166.75
 AD8916  PID         -  AD8916
 AD8916  STATE/COUNTY-  SD/DEWEY
 AD8916  COUNTRY     -  US
 AD8916  USGS QUAD   -  PARADE (2017)
 AD8916
 AD8916                         *CURRENT SURVEY CONTROL
 AD8916  ______________________________________________________________________
 AD8916* NAD 83(1986) POSITION- 45 01 20.     (N) 101 00 26.     (W)   SCALED
 AD8916* NAVD 88 ORTHO HEIGHT -   704.230 (meters)     2310.46  (feet) ADJUSTED
 AD8916  ______________________________________________________________________
 AD8916  GEOID HEIGHT    -        -21.640 (meters)                     GEOID18
 AD8916  DYNAMIC HEIGHT  -        704.100 (meters)     2310.03  (feet) COMP
 AD8916  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 AD8916
 AD8916  VERT ORDER      -  FIRST     CLASS II
 AD8916
 AD8916.The horizontal coordinates were scaled from a map and have
 AD8916.an estimated accuracy of +/- 6 seconds.
 AD8916
 AD8916.The orthometric height was determined by differential leveling and
 AD8916.adjusted by the NATIONAL GEODETIC SURVEY
 AD8916.in July 1998.
 AD8916
 AD8916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8916.GEOID18 height accuracy estimate available here.
 AD8916
 AD8916.Click photographs - Photos may exist for this station.
 AD8916
 AD8916.The dynamic height is computed by dividing the NAVD 88
 AD8916.geopotential number by the normal gravity value computed on the
 AD8916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8916.degrees latitude (g = 980.6199 gals.).
 AD8916
 AD8916.The modeled gravity was interpolated from observed gravity values.
 AD8916
 AD8916;                    North         East    Units  Estimated Accuracy
 AD8916;SPC SD N     -   132,610.      520,620.      MT  (+/- 180 meters Scaled)
 AD8916
 AD8916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ418873(NAD 83)
 AD8916
 AD8916                          SUPERSEDED SURVEY CONTROL
 AD8916
 AD8916.No superseded survey control is available for this station.
 AD8916
 AD8916_MARKER: DB = BENCH MARK DISK
 AD8916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8916_STAMPING: 212-166.75
 AD8916_MARK LOGO: SDDT
 AD8916_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8916+STABILITY: SURFACE MOTION
 AD8916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8916+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8916
 AD8916  HISTORY     - Date     Condition        Report By
 AD8916  HISTORY     - UNK      MONUMENTED       SDDT
 AD8916  HISTORY     - 19960425 GOOD             NGS
 AD8916  HISTORY     - 20120710 GOOD             INDIV
 AD8916
 AD8916                          STATION DESCRIPTION
 AD8916
 AD8916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8916'18.8 KM (11.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8916'OF MAIN STREET IN EAGLE BUTTE, 262.0 M (859.6 FT) WEST OF MILEPOST
 AD8916'167, 50.4 M (165.4 FT) WEST OF THE CENTER OF A DRIVEWAY, 22.8 M (74.8
 AD8916'FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT) NORTH OF AN
 AD8916'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AD8916'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND A FENCE CORNER,
 AD8916'0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AD8916'THE GROUND SURFACE.
 AD8916
 AD8916                          STATION RECOVERY (2012)
 AD8916
 AD8916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8915 ***********************************************************************
 AD8915  DESIGNATION -  212 167.87
 AD8915  PID         -  AD8915
 AD8915  STATE/COUNTY-  SD/DEWEY
 AD8915  COUNTRY     -  US
 AD8915  USGS QUAD   -  RIDGEVIEW SW (2017)
 AD8915
 AD8915                         *CURRENT SURVEY CONTROL
 AD8915  ______________________________________________________________________
 AD8915* NAD 83(1986) POSITION- 45 01 19.     (N) 100 59 11.     (W)   SCALED
 AD8915* NAVD 88 ORTHO HEIGHT -   689.665 (meters)     2262.68  (feet) ADJUSTED
 AD8915  ______________________________________________________________________
 AD8915  GEOID HEIGHT    -        -21.655 (meters)                     GEOID18
 AD8915  DYNAMIC HEIGHT  -        689.539 (meters)     2262.26  (feet) COMP
 AD8915  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 AD8915
 AD8915  VERT ORDER      -  FIRST     CLASS II
 AD8915
 AD8915.The horizontal coordinates were scaled from a map and have
 AD8915.an estimated accuracy of +/- 6 seconds.
 AD8915
 AD8915.The orthometric height was determined by differential leveling and
 AD8915.adjusted by the NATIONAL GEODETIC SURVEY
 AD8915.in July 1998.
 AD8915
 AD8915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8915.GEOID18 height accuracy estimate available here.
 AD8915
 AD8915.Click photographs - Photos may exist for this station.
 AD8915
 AD8915.The dynamic height is computed by dividing the NAVD 88
 AD8915.geopotential number by the normal gravity value computed on the
 AD8915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8915.degrees latitude (g = 980.6199 gals.).
 AD8915
 AD8915.The modeled gravity was interpolated from observed gravity values.
 AD8915
 AD8915;                    North         East    Units  Estimated Accuracy
 AD8915;SPC SD N     -   132,560.      522,260.      MT  (+/- 180 meters Scaled)
 AD8915
 AD8915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ435873(NAD 83)
 AD8915
 AD8915                          SUPERSEDED SURVEY CONTROL
 AD8915
 AD8915.No superseded survey control is available for this station.
 AD8915
 AD8915_MARKER: DB = BENCH MARK DISK
 AD8915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8915_STAMPING: 212-167.87
 AD8915_MARK LOGO: SDDT
 AD8915_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8915+STABILITY: SURFACE MOTION
 AD8915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8915+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8915
 AD8915  HISTORY     - Date     Condition        Report By
 AD8915  HISTORY     - UNK      MONUMENTED       SDDT
 AD8915  HISTORY     - 19960425 GOOD             NGS
 AD8915  HISTORY     - 20120710 GOOD             INDIV
 AD8915
 AD8915                          STATION DESCRIPTION
 AD8915
 AD8915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8915'17.3 KM (10.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AD8915'OFFICE IN RIDGEVIEW, 206.0 M (675.9 FT) WEST OF MILEPOST 168, 24.1 M
 AD8915'(79.1 FT) WEST OF THE CENTER OF A PAVED ROAD, 22.8 M (74.8 FT) SOUTH
 AD8915'OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 AD8915'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND A FENCE, 0.4 M
 AD8915'(1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AD8915'GROUND SURFACE.
 AD8915
 AD8915                          STATION RECOVERY (2012)
 AD8915
 AD8915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8914 ***********************************************************************
 AD8914  DESIGNATION -  212 168.85
 AD8914  PID         -  AD8914
 AD8914  STATE/COUNTY-  SD/DEWEY
 AD8914  COUNTRY     -  US
 AD8914  USGS QUAD   -  RIDGEVIEW SW (2017)
 AD8914
 AD8914                         *CURRENT SURVEY CONTROL
 AD8914  ______________________________________________________________________
 AD8914* NAD 83(1986) POSITION- 45 01 19.75   (N) 100 57 56.11   (W)   HD_HELD1
 AD8914* NAVD 88 ORTHO HEIGHT -   697.297 (meters)     2287.72  (feet) ADJUSTED
 AD8914  ______________________________________________________________________
 AD8914  GEOID HEIGHT    -        -21.668 (meters)                     GEOID18
 AD8914  DYNAMIC HEIGHT  -        697.172 (meters)     2287.31  (feet) COMP
 AD8914  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 AD8914
 AD8914  VERT ORDER      -  FIRST     CLASS II
 AD8914
 AD8914.The horizontal coordinates were determined by differentially corrected
 AD8914.hand held GPS observations or other comparable positioning techniques
 AD8914.and have an estimated accuracy of +/- 3 meters.
 AD8914
 AD8914.The orthometric height was determined by differential leveling and
 AD8914.adjusted by the NATIONAL GEODETIC SURVEY
 AD8914.in July 1998.
 AD8914
 AD8914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8914.GEOID18 height accuracy estimate available here.
 AD8914
 AD8914.Click photographs - Photos may exist for this station.
 AD8914
 AD8914.The dynamic height is computed by dividing the NAVD 88
 AD8914.geopotential number by the normal gravity value computed on the
 AD8914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8914.degrees latitude (g = 980.6199 gals.).
 AD8914
 AD8914.The modeled gravity was interpolated from observed gravity values.
 AD8914
 AD8914;                    North         East    Units  Estimated Accuracy
 AD8914;SPC SD N     -   132,558.2     523,902.4     MT  (+/- 3 meters HH1 GPS) 
 AD8914
 AD8914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4514187290(NAD 83)
 AD8914
 AD8914                          SUPERSEDED SURVEY CONTROL
 AD8914
 AD8914.No superseded survey control is available for this station.
 AD8914
 AD8914_MARKER: DB = BENCH MARK DISK
 AD8914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8914_STAMPING: 212-168.85
 AD8914_MARK LOGO: SDDT
 AD8914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8914+STABILITY: SURFACE MOTION
 AD8914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8914+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8914
 AD8914  HISTORY     - Date     Condition        Report By
 AD8914  HISTORY     - UNK      MONUMENTED       SDDT
 AD8914  HISTORY     - 19960425 GOOD             NGS
 AD8914  HISTORY     - 20120710 GOOD             INDIV
 AD8914
 AD8914                          STATION DESCRIPTION
 AD8914
 AD8914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8914'15.7 KM (9.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8914'IN RIDGEVIEW, 236.0 M (774.3 FT) WEST OF MILEPOST 169, 22.9 M (75.1
 AD8914'FT) WEST OF A T-FENCE CORNER, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY
 AD8914'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AD8914'FT) SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) NORTH OF A WITNESS POST
 AD8914'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD8914
 AD8914                          STATION RECOVERY (2012)
 AD8914
 AD8914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8913 ***********************************************************************
 AD8913  DESIGNATION -  212 169.88
 AD8913  PID         -  AD8913
 AD8913  STATE/COUNTY-  SD/DEWEY
 AD8913  COUNTRY     -  US
 AD8913  USGS QUAD   -  RIDGEVIEW SW (2017)
 AD8913
 AD8913                         *CURRENT SURVEY CONTROL
 AD8913  ______________________________________________________________________
 AD8913* NAD 83(1986) POSITION- 45 01 20.     (N) 100 56 42.     (W)   SCALED
 AD8913* NAVD 88 ORTHO HEIGHT -   706.670 (meters)     2318.47  (feet) ADJUSTED
 AD8913  ______________________________________________________________________
 AD8913  GEOID HEIGHT    -        -21.682 (meters)                     GEOID18
 AD8913  DYNAMIC HEIGHT  -        706.544 (meters)     2318.05  (feet) COMP
 AD8913  MODELED GRAVITY -    980,415.1   (mgal)                       NAVD 88
 AD8913
 AD8913  VERT ORDER      -  FIRST     CLASS II
 AD8913
 AD8913.The horizontal coordinates were scaled from a map and have
 AD8913.an estimated accuracy of +/- 6 seconds.
 AD8913
 AD8913.The orthometric height was determined by differential leveling and
 AD8913.adjusted by the NATIONAL GEODETIC SURVEY
 AD8913.in July 1998.
 AD8913
 AD8913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8913.GEOID18 height accuracy estimate available here.
 AD8913
 AD8913.Click photographs - Photos may exist for this station.
 AD8913
 AD8913.The dynamic height is computed by dividing the NAVD 88
 AD8913.geopotential number by the normal gravity value computed on the
 AD8913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8913.degrees latitude (g = 980.6199 gals.).
 AD8913
 AD8913.The modeled gravity was interpolated from observed gravity values.
 AD8913
 AD8913;                    North         East    Units  Estimated Accuracy
 AD8913;SPC SD N     -   132,550.      525,530.      MT  (+/- 180 meters Scaled)
 AD8913
 AD8913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ467872(NAD 83)
 AD8913
 AD8913                          SUPERSEDED SURVEY CONTROL
 AD8913
 AD8913.No superseded survey control is available for this station.
 AD8913
 AD8913_MARKER: DB = BENCH MARK DISK
 AD8913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8913_STAMPING: 212-169.88
 AD8913_MARK LOGO: SDDT
 AD8913_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8913+STABILITY: SURFACE MOTION
 AD8913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8913+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8913
 AD8913  HISTORY     - Date     Condition        Report By
 AD8913  HISTORY     - UNK      MONUMENTED       SDDT
 AD8913  HISTORY     - 19960425 GOOD             NGS
 AD8913  HISTORY     - 20120710 GOOD             INDIV
 AD8913
 AD8913                          STATION DESCRIPTION
 AD8913
 AD8913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8913'14.0 KM (8.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8913'IN RIDGEVIEW, 207.0 M (679.1 FT) WEST OF MILEPOST 170, 50.4 M (165.4
 AD8913'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 23.1 M (75.8 FT)
 AD8913'SOUTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AD8913'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) NORTH
 AD8913'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8913'SURFACE.
 AD8913
 AD8913                          STATION RECOVERY (2012)
 AD8913
 AD8913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8912 ***********************************************************************
 AD8912  DESIGNATION -  212 170.42
 AD8912  PID         -  AD8912
 AD8912  STATE/COUNTY-  SD/DEWEY
 AD8912  COUNTRY     -  US
 AD8912  USGS QUAD   -  RIDGEVIEW SW (2017)
 AD8912
 AD8912                         *CURRENT SURVEY CONTROL
 AD8912  ______________________________________________________________________
 AD8912* NAD 83(1986) POSITION- 45 01 20.     (N) 100 56 01.     (W)   SCALED
 AD8912* NAVD 88 ORTHO HEIGHT -   710.609 (meters)     2331.39  (feet) ADJUSTED
 AD8912  ______________________________________________________________________
 AD8912  GEOID HEIGHT    -        -21.691 (meters)                     GEOID18
 AD8912  DYNAMIC HEIGHT  -        710.482 (meters)     2330.97  (feet) COMP
 AD8912  MODELED GRAVITY -    980,415.0   (mgal)                       NAVD 88
 AD8912
 AD8912  VERT ORDER      -  FIRST     CLASS II
 AD8912
 AD8912.The horizontal coordinates were scaled from a map and have
 AD8912.an estimated accuracy of +/- 6 seconds.
 AD8912
 AD8912.The orthometric height was determined by differential leveling and
 AD8912.adjusted by the NATIONAL GEODETIC SURVEY
 AD8912.in July 1998.
 AD8912
 AD8912.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8912.GEOID18 height accuracy estimate available here.
 AD8912
 AD8912.Click photographs - Photos may exist for this station.
 AD8912
 AD8912.The dynamic height is computed by dividing the NAVD 88
 AD8912.geopotential number by the normal gravity value computed on the
 AD8912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8912.degrees latitude (g = 980.6199 gals.).
 AD8912
 AD8912.The modeled gravity was interpolated from observed gravity values.
 AD8912
 AD8912;                    North         East    Units  Estimated Accuracy
 AD8912;SPC SD N     -   132,540.      526,420.      MT  (+/- 180 meters Scaled)
 AD8912
 AD8912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ476872(NAD 83)
 AD8912
 AD8912                          SUPERSEDED SURVEY CONTROL
 AD8912
 AD8912.No superseded survey control is available for this station.
 AD8912
 AD8912_MARKER: Z = SEE DESCRIPTION
 AD8912_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8912_STAMPING: 212-170.42 1995
 AD8912_MARK LOGO: NGS
 AD8912_PROJECTION: FLUSH
 AD8912_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8912+STABILITY: POSITION/ELEVATION WELL
 AD8912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8912+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8912_ROD/PIPE-DEPTH: 6.4 meters
 AD8912_SLEEVE-DEPTH  : 1.8 meters
 AD8912
 AD8912  HISTORY     - Date     Condition        Report By
 AD8912  HISTORY     - 1995     MONUMENTED       SDDT
 AD8912  HISTORY     - 19960425 GOOD             NGS
 AD8912  HISTORY     - 20120710 GOOD             INDIV
 AD8912
 AD8912                          STATION DESCRIPTION
 AD8912
 AD8912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8912'13.1 KM (8.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8912'IN RIDGEVIEW, 709.0 M (2326.1 FT) EAST OF MILEPOST 170, 22.5 M (73.8
 AD8912'FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.1 M (62.7 FT) EAST OF THE EAST
 AD8912'END OF 4 BRACED FENCE POSTS, 17.4 M (57.1 FT) WEST OF THE SOUTH END OF
 AD8912'A CULVERT UNDER THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD
 AD8912'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AD8912'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AD8912'STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 AD8912'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AD8912'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AD8912
 AD8912                          STATION RECOVERY (2012)
 AD8912
 AD8912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8911 ***********************************************************************
 AD8911  DESIGNATION -  212 170.90
 AD8911  PID         -  AD8911
 AD8911  STATE/COUNTY-  SD/DEWEY
 AD8911  COUNTRY     -  US
 AD8911  USGS QUAD   -  RIDGEVIEW SW (2017)
 AD8911
 AD8911                         *CURRENT SURVEY CONTROL
 AD8911  ______________________________________________________________________
 AD8911* NAD 83(1986) POSITION- 45 01 25.     (N) 100 55 30.     (W)   SCALED
 AD8911* NAVD 88 ORTHO HEIGHT -   715.448 (meters)     2347.27  (feet) ADJUSTED
 AD8911  ______________________________________________________________________
 AD8911  GEOID HEIGHT    -        -21.698 (meters)                     GEOID18
 AD8911  DYNAMIC HEIGHT  -        715.321 (meters)     2346.85  (feet) COMP
 AD8911  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 AD8911
 AD8911  VERT ORDER      -  FIRST     CLASS II
 AD8911
 AD8911.The horizontal coordinates were scaled from a map and have
 AD8911.an estimated accuracy of +/- 6 seconds.
 AD8911
 AD8911.The orthometric height was determined by differential leveling and
 AD8911.adjusted by the NATIONAL GEODETIC SURVEY
 AD8911.in July 1998.
 AD8911
 AD8911.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8911.GEOID18 height accuracy estimate available here.
 AD8911
 AD8911.Click photographs - Photos may exist for this station.
 AD8911
 AD8911.The dynamic height is computed by dividing the NAVD 88
 AD8911.geopotential number by the normal gravity value computed on the
 AD8911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8911.degrees latitude (g = 980.6199 gals.).
 AD8911
 AD8911.The modeled gravity was interpolated from observed gravity values.
 AD8911
 AD8911;                    North         East    Units  Estimated Accuracy
 AD8911;SPC SD N     -   132,680.      527,100.      MT  (+/- 180 meters Scaled)
 AD8911
 AD8911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ483873(NAD 83)
 AD8911
 AD8911                          SUPERSEDED SURVEY CONTROL
 AD8911
 AD8911.No superseded survey control is available for this station.
 AD8911
 AD8911_MARKER: DB = BENCH MARK DISK
 AD8911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8911_STAMPING: 212-170.90
 AD8911_MARK LOGO: SDDT
 AD8911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8911+STABILITY: SURFACE MOTION
 AD8911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8911+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8911
 AD8911  HISTORY     - Date     Condition        Report By
 AD8911  HISTORY     - UNK      MONUMENTED       SDDT
 AD8911  HISTORY     - 19960425 GOOD             NGS
 AD8911  HISTORY     - 20120710 GOOD             INDIV
 AD8911
 AD8911                          STATION DESCRIPTION
 AD8911
 AD8911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8911'12.4 KM (7.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8911'IN RIDGEVIEW, 196.0 M (643.0 FT) WEST OF MILEPOST 171, 22.8 M (74.8
 AD8911'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 20.9 M (68.6 FT) SOUTHWEST OF
 AD8911'THE SOUTH END OF A CULVERT UNDER THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE
 AD8911'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, 0.1
 AD8911'M (0.3 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AD8911'FLUSH WITH THE GROUND SURFACE.
 AD8911
 AD8911                          STATION RECOVERY (2012)
 AD8911
 AD8911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8910 ***********************************************************************
 AD8910  DESIGNATION -  212 171.88
 AD8910  PID         -  AD8910
 AD8910  STATE/COUNTY-  SD/DEWEY
 AD8910  COUNTRY     -  US
 AD8910  USGS QUAD   -  RIDGEVIEW SW (2017)
 AD8910
 AD8910                         *CURRENT SURVEY CONTROL
 AD8910  ______________________________________________________________________
 AD8910* NAD 83(1986) POSITION- 45 01 47.     (N) 100 54 24.     (W)   SCALED
 AD8910* NAVD 88 ORTHO HEIGHT -   730.806 (meters)     2397.65  (feet) ADJUSTED
 AD8910  ______________________________________________________________________
 AD8910  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 AD8910  DYNAMIC HEIGHT  -        730.675 (meters)     2397.22  (feet) COMP
 AD8910  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 AD8910
 AD8910  VERT ORDER      -  FIRST     CLASS II
 AD8910
 AD8910.The horizontal coordinates were scaled from a map and have
 AD8910.an estimated accuracy of +/- 6 seconds.
 AD8910
 AD8910.The orthometric height was determined by differential leveling and
 AD8910.adjusted by the NATIONAL GEODETIC SURVEY
 AD8910.in July 1998.
 AD8910
 AD8910.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8910.GEOID18 height accuracy estimate available here.
 AD8910
 AD8910.Click photographs - Photos may exist for this station.
 AD8910
 AD8910.The dynamic height is computed by dividing the NAVD 88
 AD8910.geopotential number by the normal gravity value computed on the
 AD8910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8910.degrees latitude (g = 980.6199 gals.).
 AD8910
 AD8910.The modeled gravity was interpolated from observed gravity values.
 AD8910
 AD8910;                    North         East    Units  Estimated Accuracy
 AD8910;SPC SD N     -   133,350.      528,560.      MT  (+/- 180 meters Scaled)
 AD8910
 AD8910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ498880(NAD 83)
 AD8910
 AD8910                          SUPERSEDED SURVEY CONTROL
 AD8910
 AD8910.No superseded survey control is available for this station.
 AD8910
 AD8910_MARKER: DB = BENCH MARK DISK
 AD8910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8910_STAMPING: 212-171.88
 AD8910_MARK LOGO: SDDT
 AD8910_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8910+STABILITY: SURFACE MOTION
 AD8910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8910+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8910
 AD8910  HISTORY     - Date     Condition        Report By
 AD8910  HISTORY     - UNK      MONUMENTED       SDDT
 AD8910  HISTORY     - 19960425 GOOD             NGS
 AD8910  HISTORY     - 20120710 GOOD             INDIV
 AD8910
 AD8910                          STATION DESCRIPTION
 AD8910
 AD8910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8910'10.8 KM (6.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8910'IN RIDGEVIEW, 216.0 M (708.7 FT) WEST OF MILEPOST 172, 31.7 M (104.0
 AD8910'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 28.4 M (93.2 FT) NORTHEAST OF
 AD8910'THE EAST END OF 4 BRACED FENCE POSTS, 0.3 M (1.0 FT) ABOVE THE LEVEL
 AD8910'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, 0.2 M (0.7
 AD8910'FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AD8910'WITH THE GROUND SURFACE.
 AD8910
 AD8910                          STATION RECOVERY (2012)
 AD8910
 AD8910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8909 ***********************************************************************
 AD8909  DESIGNATION -  212 172.86
 AD8909  PID         -  AD8909
 AD8909  STATE/COUNTY-  SD/DEWEY
 AD8909  COUNTRY     -  US
 AD8909  USGS QUAD   -  RIDGEVIEW SW (2017)
 AD8909
 AD8909                         *CURRENT SURVEY CONTROL
 AD8909  ______________________________________________________________________
 AD8909* NAD 83(1986) POSITION- 45 02 17.     (N) 100 53 27.     (W)   SCALED
 AD8909* NAVD 88 ORTHO HEIGHT -   725.413 (meters)     2379.96  (feet) ADJUSTED
 AD8909  ______________________________________________________________________
 AD8909  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 AD8909  DYNAMIC HEIGHT  -        725.280 (meters)     2379.52  (feet) COMP
 AD8909  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 AD8909
 AD8909  VERT ORDER      -  FIRST     CLASS II
 AD8909
 AD8909.The horizontal coordinates were scaled from a map and have
 AD8909.an estimated accuracy of +/- 6 seconds.
 AD8909
 AD8909.The orthometric height was determined by differential leveling and
 AD8909.adjusted by the NATIONAL GEODETIC SURVEY
 AD8909.in July 1998.
 AD8909
 AD8909.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8909.GEOID18 height accuracy estimate available here.
 AD8909
 AD8909.Click photographs - Photos may exist for this station.
 AD8909
 AD8909.The dynamic height is computed by dividing the NAVD 88
 AD8909.geopotential number by the normal gravity value computed on the
 AD8909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8909.degrees latitude (g = 980.6199 gals.).
 AD8909
 AD8909.The modeled gravity was interpolated from observed gravity values.
 AD8909
 AD8909;                    North         East    Units  Estimated Accuracy
 AD8909;SPC SD N     -   134,260.      529,810.      MT  (+/- 180 meters Scaled)
 AD8909
 AD8909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ510889(NAD 83)
 AD8909
 AD8909                          SUPERSEDED SURVEY CONTROL
 AD8909
 AD8909.No superseded survey control is available for this station.
 AD8909
 AD8909_MARKER: DB = BENCH MARK DISK
 AD8909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8909_STAMPING: 212-172.86
 AD8909_MARK LOGO: SDDT
 AD8909_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8909+STABILITY: SURFACE MOTION
 AD8909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8909+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AD8909
 AD8909  HISTORY     - Date     Condition        Report By
 AD8909  HISTORY     - UNK      MONUMENTED       SDDT
 AD8909  HISTORY     - 19960425 GOOD             NGS
 AD8909  HISTORY     - 20120710 GOOD             INDIV
 AD8909
 AD8909                          STATION DESCRIPTION
 AD8909
 AD8909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8909'9.2 KM (5.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8909'IN RIDGEVIEW, 237.0 M (777.6 FT) WEST OF MILEPOST 173, 22.8 M (74.8
 AD8909'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT) SOUTHWEST OF
 AD8909'A RIGHT-OF-WAY MARKER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD8909'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) NORTHWEST
 AD8909'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8909'SURFACE.
 AD8909
 AD8909                          STATION RECOVERY (2012)
 AD8909
 AD8909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4051 ***********************************************************************
 AE4051  DESIGNATION -  212 173.93
 AE4051  PID         -  AE4051
 AE4051  STATE/COUNTY-  SD/DEWEY
 AE4051  COUNTRY     -  US
 AE4051  USGS QUAD   -  RIDGEVIEW SW (2017)
 AE4051
 AE4051                         *CURRENT SURVEY CONTROL
 AE4051  ______________________________________________________________________
 AE4051* NAD 83(1986) POSITION- 45 03 00.     (N) 100 52 37.     (W)   SCALED
 AE4051* NAVD 88 ORTHO HEIGHT -   729.729 (meters)     2394.12  (feet) ADJUSTED
 AE4051  ______________________________________________________________________
 AE4051  GEOID HEIGHT    -        -21.743 (meters)                     GEOID18
 AE4051  DYNAMIC HEIGHT  -        729.594 (meters)     2393.68  (feet) COMP
 AE4051  MODELED GRAVITY -    980,407.4   (mgal)                       NAVD 88
 AE4051
 AE4051  VERT ORDER      -  FIRST     CLASS II
 AE4051
 AE4051.The horizontal coordinates were scaled from a map and have
 AE4051.an estimated accuracy of +/- 6 seconds.
 AE4051
 AE4051.The orthometric height was determined by differential leveling and
 AE4051.adjusted by the NATIONAL GEODETIC SURVEY
 AE4051.in July 1998.
 AE4051
 AE4051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4051.GEOID18 height accuracy estimate available here.
 AE4051
 AE4051.Click photographs - Photos may exist for this station.
 AE4051
 AE4051.The dynamic height is computed by dividing the NAVD 88
 AE4051.geopotential number by the normal gravity value computed on the
 AE4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4051.degrees latitude (g = 980.6199 gals.).
 AE4051
 AE4051.The modeled gravity was interpolated from observed gravity values.
 AE4051
 AE4051;                    North         East    Units  Estimated Accuracy
 AE4051;SPC SD N     -   135,570.      530,920.      MT  (+/- 180 meters Scaled)
 AE4051
 AE4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ521902(NAD 83)
 AE4051
 AE4051                          SUPERSEDED SURVEY CONTROL
 AE4051
 AE4051.No superseded survey control is available for this station.
 AE4051
 AE4051_MARKER: DD = SURVEY DISK
 AE4051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4051_STAMPING: 212-173.93 1995
 AE4051_MARK LOGO: SDDT
 AE4051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4051+STABILITY: SURFACE MOTION
 AE4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4051+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4051
 AE4051  HISTORY     - Date     Condition        Report By
 AE4051  HISTORY     - 1995     MONUMENTED       SDDT
 AE4051  HISTORY     - 19960425 GOOD             NGS
 AE4051  HISTORY     - 20120627 GOOD             INDIV
 AE4051
 AE4051                          STATION DESCRIPTION
 AE4051
 AE4051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4051'7.5 KM (4.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4051'IN RIDGEVIEW, 133.3 M (437.3 FT) WEST OF MILEPOST 174, 22.2 M (72.8
 AE4051'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) WEST OF A
 AE4051'RIGHT-OF-WAY MARKER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE4051'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AE4051'WITH THE GROUND SURFACE.
 AE4051
 AE4051                          STATION RECOVERY (2012)
 AE4051
 AE4051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4052 ***********************************************************************
 AE4052  DESIGNATION -  212 174.76
 AE4052  PID         -  AE4052
 AE4052  STATE/COUNTY-  SD/DEWEY
 AE4052  COUNTRY     -  US
 AE4052  USGS QUAD   -  RIDGEVIEW (2017)
 AE4052
 AE4052                         *CURRENT SURVEY CONTROL
 AE4052  ______________________________________________________________________
 AE4052* NAD 83(1986) POSITION- 45 03 26.     (N) 100 51 50.     (W)   SCALED
 AE4052* NAVD 88 ORTHO HEIGHT -   726.353 (meters)     2383.04  (feet) ADJUSTED
 AE4052  ______________________________________________________________________
 AE4052  GEOID HEIGHT    -        -21.758 (meters)                     GEOID18
 AE4052  DYNAMIC HEIGHT  -        726.219 (meters)     2382.60  (feet) COMP
 AE4052  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 AE4052
 AE4052  VERT ORDER      -  FIRST     CLASS II
 AE4052
 AE4052.The horizontal coordinates were scaled from a map and have
 AE4052.an estimated accuracy of +/- 6 seconds.
 AE4052
 AE4052.The orthometric height was determined by differential leveling and
 AE4052.adjusted by the NATIONAL GEODETIC SURVEY
 AE4052.in July 1998.
 AE4052
 AE4052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4052.GEOID18 height accuracy estimate available here.
 AE4052
 AE4052.Click photographs - Photos may exist for this station.
 AE4052
 AE4052.The dynamic height is computed by dividing the NAVD 88
 AE4052.geopotential number by the normal gravity value computed on the
 AE4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4052.degrees latitude (g = 980.6199 gals.).
 AE4052
 AE4052.The modeled gravity was interpolated from observed gravity values.
 AE4052
 AE4052;                    North         East    Units  Estimated Accuracy
 AE4052;SPC SD N     -   136,370.      531,960.      MT  (+/- 180 meters Scaled)
 AE4052
 AE4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ532909(NAD 83)
 AE4052
 AE4052                          SUPERSEDED SURVEY CONTROL
 AE4052
 AE4052.No superseded survey control is available for this station.
 AE4052
 AE4052_MARKER: DB = BENCH MARK DISK
 AE4052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4052_STAMPING: 212-174.76
 AE4052_MARK LOGO: SDDT
 AE4052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4052+STABILITY: SURFACE MOTION
 AE4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4052+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4052
 AE4052  HISTORY     - Date     Condition        Report By
 AE4052  HISTORY     - UNK      MONUMENTED       SDDT
 AE4052  HISTORY     - 19960425 GOOD             NGS
 AE4052  HISTORY     - 20120627 GOOD             INDIV
 AE4052
 AE4052                          STATION DESCRIPTION
 AE4052
 AE4052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4052'6.1 KM (3.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4052'IN RIDGEVIEW, 387.0 M (1269.7 FT) WEST OF MILEPOST 175, 22.7 M (74.5
 AE4052'FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT) EAST OF A T-FENCE
 AE4052'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4052'SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND
 AE4052'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4052
 AE4052                          STATION RECOVERY (2012)
 AE4052
 AE4052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7956 ***********************************************************************
 AC7956  CBN         -  This is a Cooperative Base Network Control Station.
 AC7956  DESIGNATION -  212 175.30
 AC7956  PID         -  AC7956
 AC7956  STATE/COUNTY-  SD/DEWEY
 AC7956  COUNTRY     -  US
 AC7956  USGS QUAD   -  RIDGEVIEW (2017)
 AC7956
 AC7956                         *CURRENT SURVEY CONTROL
 AC7956  ______________________________________________________________________
 AC7956* NAD 83(2011) POSITION- 45 03 35.84223(N) 100 51 09.74925(W)   ADJUSTED
 AC7956* NAD 83(2011) ELLIP HT-   707.244 (meters)        (06/27/12)   ADJUSTED
 AC7956* NAD 83(2011) EPOCH   -  2010.00
 AC7956* NAVD 88 ORTHO HEIGHT -   729.005 (meters)     2391.74  (feet) ADJUSTED
 AC7956  ______________________________________________________________________
 AC7956  GEOID HEIGHT    -        -21.773 (meters)                     GEOID18
 AC7956  NAD 83(2011) X  -   -849,800.509 (meters)                     COMP
 AC7956  NAD 83(2011) Y  - -4,432,652.297 (meters)                     COMP
 AC7956  NAD 83(2011) Z  -  4,492,558.066 (meters)                     COMP
 AC7956  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 AC7956  DYNAMIC HEIGHT  -        728.873 (meters)     2391.31  (feet) COMP
 AC7956  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 AC7956
 AC7956  VERT ORDER      -  FIRST     CLASS II
 AC7956
 AC7956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7956  Standards:
 AC7956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7956  -------------------------------------------------------------------
 AC7956  NETWORK    1.04   3.02           0.49   0.32   1.54     -0.05988909
 AC7956  -------------------------------------------------------------------
 AC7956  Click here for local accuracies and other accuracy information.
 AC7956
 AC7956.The horizontal coordinates were established by GPS observations
 AC7956.and adjusted by the National Geodetic Survey in June 2012.
 AC7956
 AC7956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7956.been affixed to the stable North American tectonic plate. See 
 AC7956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7956
 AC7956.The horizontal coordinates are valid at the epoch date displayed above
 AC7956.which is a decimal equivalence of Year/Month/Day.
 AC7956
 AC7956.The orthometric height was determined by differential leveling and
 AC7956.adjusted by the NATIONAL GEODETIC SURVEY
 AC7956.in July 1998.
 AC7956
 AC7956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7956.GEOID18 height accuracy estimate available here.
 AC7956
 AC7956.Click photographs - Photos may exist for this station.
 AC7956
 AC7956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7956
 AC7956.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7956
 AC7956.The ellipsoidal height was determined by GPS observations
 AC7956.and is referenced to NAD 83.
 AC7956
 AC7956.The dynamic height is computed by dividing the NAVD 88
 AC7956.geopotential number by the normal gravity value computed on the
 AC7956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7956.degrees latitude (g = 980.6199 gals.).
 AC7956
 AC7956.The modeled gravity was interpolated from observed gravity values.
 AC7956
 AC7956. The following values were computed from the NAD 83(2011) position.
 AC7956
 AC7956;                    North         East     Units Scale Factor Converg.
 AC7956;SPC SD N     -   136,659.007   532,842.149   MT  0.99993912   -0 36 12.6
 AC7956;SPC SD N     -   448,355.43  1,748,166.28   sFT  0.99993912   -0 36 12.6
 AC7956;UTM  14      - 4,991,280.487   354,130.644   MT  0.99986164   -1 18 42.0
 AC7956
 AC7956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7956!SPC SD N     -   0.99988913  x   0.99993912  =   0.99982825
 AC7956!UTM  14      -   0.99988913  x   0.99986164  =   0.99975078
 AC7956
 AC7956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5413091280(NAD 83)
 AC7956
 AC7956                          SUPERSEDED SURVEY CONTROL
 AC7956
 AC7956  NAD 83(2007)-  45 03 35.84221(N)    100 51 09.75038(W) AD(2002.00) 0
 AC7956  ELLIP H (02/10/07)  707.267  (m)                       GP(2002.00)    
 AC7956  ELLIP H (04/15/04)  707.249  (m)                       GP(       ) 2 1
 AC7956  NAD 83(1996)-  45 03 35.84165(N)    100 51 09.74982(W) AD(       ) B
 AC7956  ELLIP H (04/18/97)  707.315  (m)                       GP(       ) 4 1
 AC7956  NAVD 88 (04/18/97)  729.0    (m)  GEOID96  model used  GPS OBS        
 AC7956
 AC7956.Superseded values are not recommended for survey control.
 AC7956
 AC7956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7956.See file dsdata.pdf to determine how the superseded data were derived.
 AC7956
 AC7956_MARKER: Z = SEE DESCRIPTION
 AC7956_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7956_STAMPING: 212-175.30 1995
 AC7956_MARK LOGO: NGS
 AC7956_PROJECTION: FLUSH
 AC7956_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7956+STABILITY: POSITION/ELEVATION WELL
 AC7956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7956+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AC7956_ROD/PIPE-DEPTH: 6.4 meters
 AC7956_SLEEVE-DEPTH  : 1.8 meters
 AC7956
 AC7956  HISTORY     - Date     Condition        Report By
 AC7956  HISTORY     - 1995     MONUMENTED       SDDT
 AC7956  HISTORY     - 19960425 GOOD             NGS
 AC7956  HISTORY     - 19960912 GOOD             NGS
 AC7956  HISTORY     - 20120627 GOOD             INDIV
 AC7956
 AC7956                          STATION DESCRIPTION
 AC7956
 AC7956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7956'5.2 KM (3.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AC7956'IN RIDGEVIEW, 493.0 M (1617.5 FT) EAST OF MILEPOST 175, 22.6 M (74.1
 AC7956'FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.4 M (53.8 FT) WEST OF THE
 AC7956'CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AC7956'THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A T-FENCE CORNER, 0.3 M (1.0 FT)
 AC7956'SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AC7956'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AC7956'STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7956'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7956'THROUGH A 4-INCH PVC CAP.
 AC7956
 AC7956                          STATION RECOVERY (1996)
 AC7956
 AC7956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7956'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) EAST OF EAGLE BUTTE,
 AC7956'AND 3.0 MILES (4.8 KM) SOUTHWEST OF RIDGEVIEW, ON U.S. HIGHWAY 212.
 AC7956'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7956'POST OFFICE IN RIDGEVIEW, GO SOUTHWEST ON U.S. HIGHWAY 212 FOR 3.25 MI
 AC7956'(5.23 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7956'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7956'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 74.3 FT (22.6 M) SOUTH
 AC7956'OF THE HIGHWAY CENTERLINE, 55.0 FT (16.8 M) WSW OF THE CENTER OF A
 AC7956'FIELD ENTRANCE ROAD, 2.6 FT (0.8 M) NORTH OF A FENCE, 1.3 FT (0.4 M)
 AC7956'NORTH OF A WITNESS POST, AND 1.2 FT (0.4 M) SOUTH OF A METAL GUARD
 AC7956'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7956'AND THEN A 4-INCH PVC CAP.
 AC7956
 AC7956                          STATION RECOVERY (2012)
 AC7956
 AC7956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4053 ***********************************************************************
 AE4053  DESIGNATION -  212 175.83
 AE4053  PID         -  AE4053
 AE4053  STATE/COUNTY-  SD/DEWEY
 AE4053  COUNTRY     -  US
 AE4053  USGS QUAD   -  RIDGEVIEW (2017)
 AE4053
 AE4053                         *CURRENT SURVEY CONTROL
 AE4053  ______________________________________________________________________
 AE4053* NAD 83(1986) POSITION- 45 03 45.     (N) 100 50 36.     (W)   SCALED
 AE4053* NAVD 88 ORTHO HEIGHT -   722.823 (meters)     2371.46  (feet) ADJUSTED
 AE4053  ______________________________________________________________________
 AE4053  GEOID HEIGHT    -        -21.786 (meters)                     GEOID18
 AE4053  DYNAMIC HEIGHT  -        722.692 (meters)     2371.03  (feet) COMP
 AE4053  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 AE4053
 AE4053  VERT ORDER      -  FIRST     CLASS II
 AE4053
 AE4053.The horizontal coordinates were scaled from a map and have
 AE4053.an estimated accuracy of +/- 6 seconds.
 AE4053
 AE4053.The orthometric height was determined by differential leveling and
 AE4053.adjusted by the NATIONAL GEODETIC SURVEY
 AE4053.in July 1998.
 AE4053
 AE4053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4053.GEOID18 height accuracy estimate available here.
 AE4053
 AE4053.Click photographs - Photos may exist for this station.
 AE4053
 AE4053.The dynamic height is computed by dividing the NAVD 88
 AE4053.geopotential number by the normal gravity value computed on the
 AE4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4053.degrees latitude (g = 980.6199 gals.).
 AE4053
 AE4053.The modeled gravity was interpolated from observed gravity values.
 AE4053
 AE4053;                    North         East    Units  Estimated Accuracy
 AE4053;SPC SD N     -   136,930.      533,580.      MT  (+/- 180 meters Scaled)
 AE4053
 AE4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ548915(NAD 83)
 AE4053
 AE4053                          SUPERSEDED SURVEY CONTROL
 AE4053
 AE4053.No superseded survey control is available for this station.
 AE4053
 AE4053_MARKER: DB = BENCH MARK DISK
 AE4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4053_STAMPING: 212-175.83
 AE4053_MARK LOGO: SDDT
 AE4053_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4053+STABILITY: SURFACE MOTION
 AE4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4053+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4053
 AE4053  HISTORY     - Date     Condition        Report By
 AE4053  HISTORY     - UNK      MONUMENTED       SDDT
 AE4053  HISTORY     - 19960425 GOOD             NGS
 AE4053  HISTORY     - 20120627 GOOD             INDIV
 AE4053
 AE4053                          STATION DESCRIPTION
 AE4053
 AE4053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4053'4.4 KM (2.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4053'IN RIDGEVIEW, 294.0 M (964.6 FT) WEST OF MILEPOST 176, 22.8 M (74.8
 AE4053'FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT) NORTH OF AN
 AE4053'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE4053'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH
 AE4053'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4053
 AE4053                          STATION RECOVERY (2012)
 AE4053
 AE4053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4054 ***********************************************************************
 AE4054  DESIGNATION -  212 177.10
 AE4054  PID         -  AE4054
 AE4054  STATE/COUNTY-  SD/DEWEY
 AE4054  COUNTRY     -  US
 AE4054  USGS QUAD   -  RIDGEVIEW (2017)
 AE4054
 AE4054                         *CURRENT SURVEY CONTROL
 AE4054  ______________________________________________________________________
 AE4054* NAD 83(1986) POSITION- 45 04 26.     (N) 100 49 22.     (W)   SCALED
 AE4054* NAVD 88 ORTHO HEIGHT -   714.939 (meters)     2345.60  (feet) ADJUSTED
 AE4054  ______________________________________________________________________
 AE4054  GEOID HEIGHT    -        -21.820 (meters)                     GEOID18
 AE4054  DYNAMIC HEIGHT  -        714.810 (meters)     2345.17  (feet) COMP
 AE4054  MODELED GRAVITY -    980,412.1   (mgal)                       NAVD 88
 AE4054
 AE4054  VERT ORDER      -  FIRST     CLASS II
 AE4054
 AE4054.The horizontal coordinates were scaled from a map and have
 AE4054.an estimated accuracy of +/- 6 seconds.
 AE4054
 AE4054.The orthometric height was determined by differential leveling and
 AE4054.adjusted by the NATIONAL GEODETIC SURVEY
 AE4054.in July 1998.
 AE4054
 AE4054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4054.GEOID18 height accuracy estimate available here.
 AE4054
 AE4054.Click photographs - Photos may exist for this station.
 AE4054
 AE4054.The dynamic height is computed by dividing the NAVD 88
 AE4054.geopotential number by the normal gravity value computed on the
 AE4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4054.degrees latitude (g = 980.6199 gals.).
 AE4054
 AE4054.The modeled gravity was interpolated from observed gravity values.
 AE4054
 AE4054;                    North         East    Units  Estimated Accuracy
 AE4054;SPC SD N     -   138,180.      535,220.      MT  (+/- 180 meters Scaled)
 AE4054
 AE4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ565927(NAD 83)
 AE4054
 AE4054                          SUPERSEDED SURVEY CONTROL
 AE4054
 AE4054.No superseded survey control is available for this station.
 AE4054
 AE4054_MARKER: DB = BENCH MARK DISK
 AE4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4054_STAMPING: 212-177.10
 AE4054_MARK LOGO: SDDT
 AE4054_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4054+STABILITY: SURFACE MOTION
 AE4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4054+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4054
 AE4054  HISTORY     - Date     Condition        Report By
 AE4054  HISTORY     - UNK      MONUMENTED       SDDT
 AE4054  HISTORY     - 19960425 GOOD             NGS
 AE4054  HISTORY     - 20120627 GOOD             INDIV
 AE4054
 AE4054                          STATION DESCRIPTION
 AE4054
 AE4054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4054'2.3 KM (1.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4054'IN RIDGEVIEW, 147.6 M (484.3 FT) EAST OF MILEPOST 177, 22.6 M (74.1
 AE4054'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 14.7 M (48.2 FT) NORTHEAST OF
 AE4054'A RIGHT-OF-WAY MARKER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE4054'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) NORTHWEST
 AE4054'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4054
 AE4054                          STATION RECOVERY (2012)
 AE4054
 AE4054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4055 ***********************************************************************
 AE4055  DESIGNATION -  212 177.90
 AE4055  PID         -  AE4055
 AE4055  STATE/COUNTY-  SD/DEWEY
 AE4055  COUNTRY     -  US
 AE4055  USGS QUAD   -  RIDGEVIEW (2017)
 AE4055
 AE4055                         *CURRENT SURVEY CONTROL
 AE4055  ______________________________________________________________________
 AE4055* NAD 83(1986) POSITION- 45 04 54.     (N) 100 48 40.     (W)   SCALED
 AE4055* NAVD 88 ORTHO HEIGHT -   722.770 (meters)     2371.29  (feet) ADJUSTED
 AE4055  ______________________________________________________________________
 AE4055  GEOID HEIGHT    -        -21.843 (meters)                     GEOID18
 AE4055  DYNAMIC HEIGHT  -        722.640 (meters)     2370.86  (feet) COMP
 AE4055  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 AE4055
 AE4055  VERT ORDER      -  FIRST     CLASS II
 AE4055
 AE4055.The horizontal coordinates were scaled from a map and have
 AE4055.an estimated accuracy of +/- 6 seconds.
 AE4055
 AE4055.The orthometric height was determined by differential leveling and
 AE4055.adjusted by the NATIONAL GEODETIC SURVEY
 AE4055.in July 1998.
 AE4055
 AE4055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4055.GEOID18 height accuracy estimate available here.
 AE4055
 AE4055.Click photographs - Photos may exist for this station.
 AE4055
 AE4055.The dynamic height is computed by dividing the NAVD 88
 AE4055.geopotential number by the normal gravity value computed on the
 AE4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4055.degrees latitude (g = 980.6199 gals.).
 AE4055
 AE4055.The modeled gravity was interpolated from observed gravity values.
 AE4055
 AE4055;                    North         East    Units  Estimated Accuracy
 AE4055;SPC SD N     -   139,040.      536,140.      MT  (+/- 180 meters Scaled)
 AE4055
 AE4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ574936(NAD 83)
 AE4055
 AE4055                          SUPERSEDED SURVEY CONTROL
 AE4055
 AE4055.No superseded survey control is available for this station.
 AE4055
 AE4055_MARKER: DB = BENCH MARK DISK
 AE4055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4055_STAMPING: 212-177.90
 AE4055_MARK LOGO: SDDT
 AE4055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4055+STABILITY: SURFACE MOTION
 AE4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4055+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4055
 AE4055  HISTORY     - Date     Condition        Report By
 AE4055  HISTORY     - UNK      MONUMENTED       SDDT
 AE4055  HISTORY     - 19960425 GOOD             NGS
 AE4055  HISTORY     - 20120627 GOOD             INDIV
 AE4055
 AE4055                          STATION DESCRIPTION
 AE4055
 AE4055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4055'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4055'IN RIDGEVIEW, 184.0 M (603.7 FT) WEST OF MILEPOST 178, 23.2 M (76.1
 AE4055'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) SOUTH OF THE
 AE4055'EXTENDED CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE4055'THE HIGHWAY, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, 0.2 M (0.7
 AE4055'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE4055'GROUND SURFACE.
 AE4055
 AE4055                          STATION RECOVERY (2012)
 AE4055
 AE4055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4056 ***********************************************************************
 AE4056  DESIGNATION -  212 178.70
 AE4056  PID         -  AE4056
 AE4056  STATE/COUNTY-  SD/DEWEY
 AE4056  COUNTRY     -  US
 AE4056  USGS QUAD   -  RIDGEVIEW (2017)
 AE4056
 AE4056                         *CURRENT SURVEY CONTROL
 AE4056  ______________________________________________________________________
 AE4056* NAD 83(1986) POSITION- 45 05 20.     (N) 100 48 00.     (W)   SCALED
 AE4056* NAVD 88 ORTHO HEIGHT -   719.803 (meters)     2361.55  (feet) ADJUSTED
 AE4056  ______________________________________________________________________
 AE4056  GEOID HEIGHT    -        -21.867 (meters)                     GEOID18
 AE4056  DYNAMIC HEIGHT  -        719.672 (meters)     2361.12  (feet) COMP
 AE4056  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 AE4056
 AE4056  VERT ORDER      -  FIRST     CLASS II
 AE4056
 AE4056.The horizontal coordinates were scaled from a map and have
 AE4056.an estimated accuracy of +/- 6 seconds.
 AE4056
 AE4056.The orthometric height was determined by differential leveling and
 AE4056.adjusted by the NATIONAL GEODETIC SURVEY
 AE4056.in July 1998.
 AE4056
 AE4056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4056.GEOID18 height accuracy estimate available here.
 AE4056
 AE4056.Click photographs - Photos may exist for this station.
 AE4056
 AE4056.The dynamic height is computed by dividing the NAVD 88
 AE4056.geopotential number by the normal gravity value computed on the
 AE4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4056.degrees latitude (g = 980.6199 gals.).
 AE4056
 AE4056.The modeled gravity was interpolated from observed gravity values.
 AE4056
 AE4056;                    North         East    Units  Estimated Accuracy
 AE4056;SPC SD N     -   139,830.      537,030.      MT  (+/- 180 meters Scaled)
 AE4056
 AE4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ583944(NAD 83)
 AE4056
 AE4056                          SUPERSEDED SURVEY CONTROL
 AE4056
 AE4056.No superseded survey control is available for this station.
 AE4056
 AE4056_MARKER: DB = BENCH MARK DISK
 AE4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4056_STAMPING: 212-178.70
 AE4056_MARK LOGO: SDDT
 AE4056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4056+STABILITY: SURFACE MOTION
 AE4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4056+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4056
 AE4056  HISTORY     - Date     Condition        Report By
 AE4056  HISTORY     - UNK      MONUMENTED       SDDT
 AE4056  HISTORY     - 19960425 GOOD             NGS
 AE4056  HISTORY     - 20120627 GOOD             INDIV
 AE4056
 AE4056                          STATION DESCRIPTION
 AE4056
 AE4056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4056'0.2 KM (0.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4056'IN RIDGEVIEW, 578.0 M (1896.3 FT) WEST OF MILEPOST 179, 32.2 M (105.6
 AE4056'FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 19.3 M (63.3
 AE4056'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.7 M (38.4 FT) SOUTHWEST OF
 AE4056'THE NORTHEAST END OF A FENCE, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE, 0.3
 AE4056'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF
 AE4056'A WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE
 AE4056'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4056
 AE4056                          STATION RECOVERY (2012)
 AE4056
 AE4056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4057 ***********************************************************************
 AE4057  DESIGNATION -  212 179.70
 AE4057  PID         -  AE4057
 AE4057  STATE/COUNTY-  SD/DEWEY
 AE4057  COUNTRY     -  US
 AE4057  USGS QUAD   -  RIDGEVIEW (2017)
 AE4057
 AE4057                         *CURRENT SURVEY CONTROL
 AE4057  ______________________________________________________________________
 AE4057* NAD 83(1986) POSITION- 45 05 51.     (N) 100 46 55.     (W)   SCALED
 AE4057* NAVD 88 ORTHO HEIGHT -   704.638 (meters)     2311.80  (feet) ADJUSTED
 AE4057  ______________________________________________________________________
 AE4057  GEOID HEIGHT    -        -21.906 (meters)                     GEOID18
 AE4057  DYNAMIC HEIGHT  -        704.509 (meters)     2311.38  (feet) COMP
 AE4057  MODELED GRAVITY -    980,410.5   (mgal)                       NAVD 88
 AE4057
 AE4057  VERT ORDER      -  FIRST     CLASS II
 AE4057
 AE4057.The horizontal coordinates were scaled from a map and have
 AE4057.an estimated accuracy of +/- 6 seconds.
 AE4057
 AE4057.The orthometric height was determined by differential leveling and
 AE4057.adjusted by the NATIONAL GEODETIC SURVEY
 AE4057.in July 1998.
 AE4057
 AE4057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4057.GEOID18 height accuracy estimate available here.
 AE4057
 AE4057.Click photographs - Photos may exist for this station.
 AE4057
 AE4057.The dynamic height is computed by dividing the NAVD 88
 AE4057.geopotential number by the normal gravity value computed on the
 AE4057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4057.degrees latitude (g = 980.6199 gals.).
 AE4057
 AE4057.The modeled gravity was interpolated from observed gravity values.
 AE4057
 AE4057;                    North         East    Units  Estimated Accuracy
 AE4057;SPC SD N     -   140,780.      538,460.      MT  (+/- 180 meters Scaled)
 AE4057
 AE4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ597953(NAD 83)
 AE4057
 AE4057                          SUPERSEDED SURVEY CONTROL
 AE4057
 AE4057.No superseded survey control is available for this station.
 AE4057
 AE4057_MARKER: DB = BENCH MARK DISK
 AE4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4057_STAMPING: 212-179.70
 AE4057_MARK LOGO: SDDT
 AE4057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4057+STABILITY: SURFACE MOTION
 AE4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4057+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4057
 AE4057  HISTORY     - Date     Condition        Report By
 AE4057  HISTORY     - UNK      MONUMENTED       SDDT
 AE4057  HISTORY     - 19960425 GOOD             NGS
 AE4057  HISTORY     - 20120627 GOOD             INDIV
 AE4057
 AE4057                          STATION DESCRIPTION
 AE4057
 AE4057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4057'1.9 KM (1.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4057'IN RIDGEVIEW, 512.0 M (1679.8 FT) WEST OF MILEPOST 179, 29.8 M (97.8
 AE4057'FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 22.5 M (73.8 FT) NORTHWEST
 AE4057'OF THE HIGHWAY CENTERLINE, 9.9 M (32.5 FT) SOUTHWEST OF UNDERGROUND
 AE4057'CABLE JUNCTION BOX NUMBER W 22 A, 4.7 M (15.4 FT) SOUTHEAST OF A
 AE4057'UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) SOUTHEAST OF A FENCE,
 AE4057'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4057'SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 AE4057'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4057
 AE4057                          STATION RECOVERY (2012)
 AE4057
 AE4057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4058 ***********************************************************************
 AE4058  DESIGNATION -  212 180.27
 AE4058  PID         -  AE4058
 AE4058  STATE/COUNTY-  SD/DEWEY
 AE4058  COUNTRY     -  US
 AE4058  USGS QUAD   -  RIDGEVIEW (2017)
 AE4058
 AE4058                         *CURRENT SURVEY CONTROL
 AE4058  ______________________________________________________________________
 AE4058* NAD 83(1986) POSITION- 45 06 08.73   (N) 100 46 17.60   (W)   HD_HELD1
 AE4058* NAVD 88 ORTHO HEIGHT -   695.443 (meters)     2281.63  (feet) ADJUSTED
 AE4058  ______________________________________________________________________
 AE4058  GEOID HEIGHT    -        -21.928 (meters)                     GEOID18
 AE4058  DYNAMIC HEIGHT  -        695.314 (meters)     2281.21  (feet) COMP
 AE4058  MODELED GRAVITY -    980,409.5   (mgal)                       NAVD 88
 AE4058
 AE4058  VERT ORDER      -  FIRST     CLASS II
 AE4058
 AE4058.The horizontal coordinates were determined by differentially corrected
 AE4058.hand held GPS observations or other comparable positioning techniques
 AE4058.and have an estimated accuracy of +/- 3 meters.
 AE4058
 AE4058.The orthometric height was determined by differential leveling and
 AE4058.adjusted by the NATIONAL GEODETIC SURVEY
 AE4058.in July 1998.
 AE4058
 AE4058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4058.GEOID18 height accuracy estimate available here.
 AE4058
 AE4058.Click photographs - Photos may exist for this station.
 AE4058
 AE4058.The dynamic height is computed by dividing the NAVD 88
 AE4058.geopotential number by the normal gravity value computed on the
 AE4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4058.degrees latitude (g = 980.6199 gals.).
 AE4058
 AE4058.The modeled gravity was interpolated from observed gravity values.
 AE4058
 AE4058;                    North         East    Units  Estimated Accuracy
 AE4058;SPC SD N     -   141,314.1     539,278.4     MT  (+/- 3 meters HH1 GPS) 
 AE4058
 AE4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6062395855(NAD 83)
 AE4058
 AE4058                          SUPERSEDED SURVEY CONTROL
 AE4058
 AE4058.No superseded survey control is available for this station.
 AE4058
 AE4058_MARKER: Z = SEE DESCRIPTION
 AE4058_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE4058_STAMPING: 212-180.27 1995
 AE4058_MARK LOGO: NGS
 AE4058_PROJECTION: FLUSH
 AE4058_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE4058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4058+STABILITY: POSITION/ELEVATION WELL
 AE4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4058+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4058_ROD/PIPE-DEPTH: 6.4 meters
 AE4058_SLEEVE-DEPTH  : 1.8 meters
 AE4058
 AE4058  HISTORY     - Date     Condition        Report By
 AE4058  HISTORY     - 1995     MONUMENTED       SDDT
 AE4058  HISTORY     - 19960425 GOOD             NGS
 AE4058  HISTORY     - 20120627 GOOD             INDIV
 AE4058
 AE4058                          STATION DESCRIPTION
 AE4058
 AE4058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4058'2.8 KM (1.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4058'IN RIDGEVIEW, 450.0 M (1476.4 FT) EAST OF MILEPOST 180, 22.6 M (74.1
 AE4058'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT) NORTHEAST OF
 AE4058'THE CENTER OF A FIELD ENTRANCE AND GATE, 0.8 M (2.6 FT) WEST OF A
 AE4058'T-FENCE CORNER, 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST, 0.3 M
 AE4058'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST
 AE4058'OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AE4058'AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE4058'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE4058'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AE4058
 AE4058                          STATION RECOVERY (2012)
 AE4058
 AE4058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4059 ***********************************************************************
 AE4059  DESIGNATION -  212 180.96
 AE4059  PID         -  AE4059
 AE4059  STATE/COUNTY-  SD/DEWEY
 AE4059  COUNTRY     -  US
 AE4059  USGS QUAD   -  RIDGEVIEW (2017)
 AE4059
 AE4059                         *CURRENT SURVEY CONTROL
 AE4059  ______________________________________________________________________
 AE4059* NAD 83(1986) POSITION- 45 06 33.     (N) 100 45 42.     (W)   SCALED
 AE4059* NAVD 88 ORTHO HEIGHT -   686.370 (meters)     2251.87  (feet) ADJUSTED
 AE4059  ______________________________________________________________________
 AE4059  GEOID HEIGHT    -        -21.949 (meters)                     GEOID18
 AE4059  DYNAMIC HEIGHT  -        686.243 (meters)     2251.45  (feet) COMP
 AE4059  MODELED GRAVITY -    980,410.3   (mgal)                       NAVD 88
 AE4059
 AE4059  VERT ORDER      -  FIRST     CLASS II
 AE4059
 AE4059.The horizontal coordinates were scaled from a map and have
 AE4059.an estimated accuracy of +/- 6 seconds.
 AE4059
 AE4059.The orthometric height was determined by differential leveling and
 AE4059.adjusted by the NATIONAL GEODETIC SURVEY
 AE4059.in July 1998.
 AE4059
 AE4059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4059.GEOID18 height accuracy estimate available here.
 AE4059
 AE4059.Click photographs - Photos may exist for this station.
 AE4059
 AE4059.The dynamic height is computed by dividing the NAVD 88
 AE4059.geopotential number by the normal gravity value computed on the
 AE4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4059.degrees latitude (g = 980.6199 gals.).
 AE4059
 AE4059.The modeled gravity was interpolated from observed gravity values.
 AE4059
 AE4059;                    North         East    Units  Estimated Accuracy
 AE4059;SPC SD N     -   142,060.      540,060.      MT  (+/- 180 meters Scaled)
 AE4059
 AE4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ614965(NAD 83)
 AE4059
 AE4059                          SUPERSEDED SURVEY CONTROL
 AE4059
 AE4059.No superseded survey control is available for this station.
 AE4059
 AE4059_MARKER: DB = BENCH MARK DISK
 AE4059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4059_STAMPING: 212-180.96
 AE4059_MARK LOGO: SDDT
 AE4059_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4059+STABILITY: SURFACE MOTION
 AE4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4059+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4059
 AE4059  HISTORY     - Date     Condition        Report By
 AE4059  HISTORY     - UNK      MONUMENTED       SDDT
 AE4059  HISTORY     - 19960425 GOOD             NGS
 AE4059  HISTORY     - 20120627 GOOD             INDIV
 AE4059
 AE4059                          STATION DESCRIPTION
 AE4059
 AE4059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4059'3.9 KM (2.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4059'IN RIDGEVIEW, 61.2 M (200.8 FT) WEST OF MILEPOST 181, 22.9 M (75.1 FT)
 AE4059'NORTHWEST OF THE HIGHWAY CENTERLINE, 7.1 M (23.3 FT) NORTHEAST OF A
 AE4059'T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AE4059'(1.0 FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF A
 AE4059'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4059
 AE4059                          STATION RECOVERY (2012)
 AE4059
 AE4059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4060 ***********************************************************************
 AE4060  DESIGNATION -  212 182.20
 AE4060  PID         -  AE4060
 AE4060  STATE/COUNTY-  SD/DEWEY
 AE4060  COUNTRY     -  US
 AE4060  USGS QUAD   -  LA PLANT SW (2017)
 AE4060
 AE4060                         *CURRENT SURVEY CONTROL
 AE4060  ______________________________________________________________________
 AE4060* NAD 83(1986) POSITION- 45 07 14.     (N) 100 44 29.     (W)   SCALED
 AE4060* NAVD 88 ORTHO HEIGHT -   666.493 (meters)     2186.65  (feet) ADJUSTED
 AE4060  ______________________________________________________________________
 AE4060  GEOID HEIGHT    -        -21.985 (meters)                     GEOID18
 AE4060  DYNAMIC HEIGHT  -        666.373 (meters)     2186.26  (feet) COMP
 AE4060  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 AE4060
 AE4060  VERT ORDER      -  FIRST     CLASS II
 AE4060
 AE4060.The horizontal coordinates were scaled from a map and have
 AE4060.an estimated accuracy of +/- 6 seconds.
 AE4060
 AE4060.The orthometric height was determined by differential leveling and
 AE4060.adjusted by the NATIONAL GEODETIC SURVEY
 AE4060.in July 1998.
 AE4060
 AE4060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4060.GEOID18 height accuracy estimate available here.
 AE4060
 AE4060.Click photographs - Photos may exist for this station.
 AE4060
 AE4060.The dynamic height is computed by dividing the NAVD 88
 AE4060.geopotential number by the normal gravity value computed on the
 AE4060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4060.degrees latitude (g = 980.6199 gals.).
 AE4060
 AE4060.The modeled gravity was interpolated from observed gravity values.
 AE4060
 AE4060;                    North         East    Units  Estimated Accuracy
 AE4060;SPC SD N     -   143,310.      541,670.      MT  (+/- 180 meters Scaled)
 AE4060
 AE4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ630978(NAD 83)
 AE4060
 AE4060                          SUPERSEDED SURVEY CONTROL
 AE4060
 AE4060.No superseded survey control is available for this station.
 AE4060
 AE4060_MARKER: DB = BENCH MARK DISK
 AE4060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4060_STAMPING: 212-182.20
 AE4060_MARK LOGO: SDDT
 AE4060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4060+STABILITY: SURFACE MOTION
 AE4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4060+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4060
 AE4060  HISTORY     - Date     Condition        Report By
 AE4060  HISTORY     - UNK      MONUMENTED       SDDT
 AE4060  HISTORY     - 19960425 GOOD             NGS
 AE4060  HISTORY     - 20120627 GOOD             INDIV
 AE4060
 AE4060                          STATION DESCRIPTION
 AE4060
 AE4060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4060'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4060'IN RIDGEVIEW, 373.2 M (1224.4 FT) EAST OF MILEPOST 182, 24.4 M (80.1
 AE4060'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 17.3 M (56.8 FT) SOUTHWEST OF
 AE4060'THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE
 AE4060'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND
 AE4060'FENCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 AE4060'FLUSH WITH THE GROUND SURFACE.
 AE4060
 AE4060                          STATION RECOVERY (2012)
 AE4060
 AE4060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4061 ***********************************************************************
 AE4061  DESIGNATION -  212 183.40
 AE4061  PID         -  AE4061
 AE4061  STATE/COUNTY-  SD/DEWEY
 AE4061  COUNTRY     -  US
 AE4061  USGS QUAD   -  LA PLANT (2017)
 AE4061
 AE4061                         *CURRENT SURVEY CONTROL
 AE4061  ______________________________________________________________________
 AE4061* NAD 83(1986) POSITION- 45 07 48.     (N) 100 43 13.     (W)   SCALED
 AE4061* NAVD 88 ORTHO HEIGHT -   635.348 (meters)     2084.47  (feet) ADJUSTED
 AE4061  ______________________________________________________________________
 AE4061  GEOID HEIGHT    -        -22.015 (meters)                     GEOID18
 AE4061  DYNAMIC HEIGHT  -        635.236 (meters)     2084.10  (feet) COMP
 AE4061  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 AE4061
 AE4061  VERT ORDER      -  FIRST     CLASS II
 AE4061
 AE4061.The horizontal coordinates were scaled from a map and have
 AE4061.an estimated accuracy of +/- 6 seconds.
 AE4061
 AE4061.The orthometric height was determined by differential leveling and
 AE4061.adjusted by the NATIONAL GEODETIC SURVEY
 AE4061.in July 1998.
 AE4061
 AE4061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4061.GEOID18 height accuracy estimate available here.
 AE4061
 AE4061.Click photographs - Photos may exist for this station.
 AE4061
 AE4061.The dynamic height is computed by dividing the NAVD 88
 AE4061.geopotential number by the normal gravity value computed on the
 AE4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4061.degrees latitude (g = 980.6199 gals.).
 AE4061
 AE4061.The modeled gravity was interpolated from observed gravity values.
 AE4061
 AE4061;                    North         East    Units  Estimated Accuracy
 AE4061;SPC SD N     -   144,340.      543,340.      MT  (+/- 180 meters Scaled)
 AE4061
 AE4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ647988(NAD 83)
 AE4061
 AE4061                          SUPERSEDED SURVEY CONTROL
 AE4061
 AE4061.No superseded survey control is available for this station.
 AE4061
 AE4061_MARKER: DB = BENCH MARK DISK
 AE4061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4061_STAMPING: 212-183.40
 AE4061_MARK LOGO: SDDT
 AE4061_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4061+STABILITY: SURFACE MOTION
 AE4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4061+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AE4061
 AE4061  HISTORY     - Date     Condition        Report By
 AE4061  HISTORY     - UNK      MONUMENTED       SDDT
 AE4061  HISTORY     - 19960425 GOOD             NGS
 AE4061
 AE4061                          STATION DESCRIPTION
 AE4061
 AE4061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4061'7.9 KM (4.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4061'IN RIDGEVIEW, 684.0 M (2244.1 FT) EAST OF MILEPOST 183, 30.5 M (100.1
 AE4061'FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 24.0 M (78.7
 AE4061'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.3 M (10.8 FT) EAST OF A
 AE4061'T-JUNCTION UTILITY POLE WITH A TRANSFORMER AND 3 GUY CABLES, 0.9 M
 AE4061'(3.0 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE4061'HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.3 M
 AE4061'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1
 AE4061'M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4062 ***********************************************************************
 AE4062  DESIGNATION -  212 184.60
 AE4062  PID         -  AE4062
 AE4062  STATE/COUNTY-  SD/DEWEY
 AE4062  COUNTRY     -  US
 AE4062  USGS QUAD   -  LA PLANT (2017)
 AE4062
 AE4062                         *CURRENT SURVEY CONTROL
 AE4062  ______________________________________________________________________
 AE4062* NAD 83(1986) POSITION- 45 08 17.     (N) 100 41 56.     (W)   SCALED
 AE4062* NAVD 88 ORTHO HEIGHT -   625.801 (meters)     2053.15  (feet) ADJUSTED
 AE4062  ______________________________________________________________________
 AE4062  GEOID HEIGHT    -        -22.036 (meters)                     GEOID18
 AE4062  DYNAMIC HEIGHT  -        625.692 (meters)     2052.79  (feet) COMP
 AE4062  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 AE4062
 AE4062  VERT ORDER      -  FIRST     CLASS II
 AE4062
 AE4062.The horizontal coordinates were scaled from a map and have
 AE4062.an estimated accuracy of +/- 6 seconds.
 AE4062
 AE4062.The orthometric height was determined by differential leveling and
 AE4062.adjusted by the NATIONAL GEODETIC SURVEY
 AE4062.in July 1998.
 AE4062
 AE4062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4062.GEOID18 height accuracy estimate available here.
 AE4062
 AE4062.Click photographs - Photos may exist for this station.
 AE4062
 AE4062.The dynamic height is computed by dividing the NAVD 88
 AE4062.geopotential number by the normal gravity value computed on the
 AE4062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4062.degrees latitude (g = 980.6199 gals.).
 AE4062
 AE4062.The modeled gravity was interpolated from observed gravity values.
 AE4062
 AE4062;                    North         East    Units  Estimated Accuracy
 AE4062;SPC SD N     -   145,220.      545,030.      MT  (+/- 180 meters Scaled)
 AE4062
 AE4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ664996(NAD 83)
 AE4062
 AE4062                          SUPERSEDED SURVEY CONTROL
 AE4062
 AE4062.No superseded survey control is available for this station.
 AE4062
 AE4062_MARKER: DB = BENCH MARK DISK
 AE4062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4062_STAMPING: 212-184.60
 AE4062_MARK LOGO: SDDT
 AE4062_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4062+STABILITY: SURFACE MOTION
 AE4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4062+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4062
 AE4062  HISTORY     - Date     Condition        Report By
 AE4062  HISTORY     - UNK      MONUMENTED       SDDT
 AE4062  HISTORY     - 19960425 GOOD             NGS
 AE4062  HISTORY     - 20120627 GOOD             INDIV
 AE4062
 AE4062                          STATION DESCRIPTION
 AE4062
 AE4062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4062'9.8 KM (6.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4062'IN RIDGEVIEW, 665.2 M (2182.4 FT) WEST OF MILEPOST 185, 49.5 M (162.4
 AE4062'FT) NORTHEAST OF A T-FENCE CORNER, 24.1 M (79.1 FT) NORTHWEST OF THE
 AE4062'HIGHWAY CENTERLINE, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE4062'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 AE4062'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4062'SURFACE.
 AE4062
 AE4062                          STATION RECOVERY (2012)
 AE4062
 AE4062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4063 ***********************************************************************
 AE4063  DESIGNATION -  212 184.99
 AE4063  PID         -  AE4063
 AE4063  STATE/COUNTY-  SD/DEWEY
 AE4063  COUNTRY     -  US
 AE4063  USGS QUAD   -  LA PLANT (2017)
 AE4063
 AE4063                         *CURRENT SURVEY CONTROL
 AE4063  ______________________________________________________________________
 AE4063* NAD 83(1986) POSITION- 45 08 25.11   (N) 100 41 32.53   (W)   HD_HELD1
 AE4063* NAVD 88 ORTHO HEIGHT -   633.160 (meters)     2077.29  (feet) ADJUSTED
 AE4063  ______________________________________________________________________
 AE4063  GEOID HEIGHT    -        -22.041 (meters)                     GEOID18
 AE4063  DYNAMIC HEIGHT  -        633.051 (meters)     2076.93  (feet) COMP
 AE4063  MODELED GRAVITY -    980,424.6   (mgal)                       NAVD 88
 AE4063
 AE4063  VERT ORDER      -  FIRST     CLASS II
 AE4063
 AE4063.The horizontal coordinates were determined by differentially corrected
 AE4063.hand held GPS observations or other comparable positioning techniques
 AE4063.and have an estimated accuracy of +/- 3 meters.
 AE4063
 AE4063.The orthometric height was determined by differential leveling and
 AE4063.adjusted by the NATIONAL GEODETIC SURVEY
 AE4063.in July 1998.
 AE4063
 AE4063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4063.GEOID18 height accuracy estimate available here.
 AE4063
 AE4063.Click photographs - Photos may exist for this station.
 AE4063
 AE4063.The dynamic height is computed by dividing the NAVD 88
 AE4063.geopotential number by the normal gravity value computed on the
 AE4063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4063.degrees latitude (g = 980.6199 gals.).
 AE4063
 AE4063.The modeled gravity was interpolated from observed gravity values.
 AE4063
 AE4063;                    North         East    Units  Estimated Accuracy
 AE4063;SPC SD N     -   145,467.5     545,546.2     MT  (+/- 3 meters HH1 GPS) 
 AE4063
 AE4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6694199930(NAD 83)
 AE4063
 AE4063                          SUPERSEDED SURVEY CONTROL
 AE4063
 AE4063.No superseded survey control is available for this station.
 AE4063
 AE4063_MARKER: Z = SEE DESCRIPTION
 AE4063_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE4063_STAMPING: 212-184.99 1995
 AE4063_MARK LOGO: NGS
 AE4063_PROJECTION: FLUSH
 AE4063_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE4063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4063+STABILITY: POSITION/ELEVATION WELL
 AE4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4063+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4063_ROD/PIPE-DEPTH: 6.4 meters
 AE4063_SLEEVE-DEPTH  : 1.8 meters
 AE4063
 AE4063  HISTORY     - Date     Condition        Report By
 AE4063  HISTORY     - 1995     MONUMENTED       SDDT
 AE4063  HISTORY     - 19960425 GOOD             NGS
 AE4063  HISTORY     - 20120627 GOOD             INDIV
 AE4063
 AE4063                          STATION DESCRIPTION
 AE4063
 AE4063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4063'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4063'IN RIDGEVIEW, 42.9 M (140.7 FT) SOUTHWEST OF MILEPOST 185, 22.6 M
 AE4063'(74.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT)
 AE4063'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT)
 AE4063'SOUTHEAST OF A METAL GUARD POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE4063'HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.
 AE4063'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL
 AE4063'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE4063'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE4063'THROUGH A 4-INCH PVC CAP.
 AE4063
 AE4063                          STATION RECOVERY (2012)
 AE4063
 AE4063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4064 ***********************************************************************
 AE4064  DESIGNATION -  212 185.65
 AE4064  PID         -  AE4064
 AE4064  STATE/COUNTY-  SD/DEWEY
 AE4064  COUNTRY     -  US
 AE4064  USGS QUAD   -  LA PLANT (2017)
 AE4064
 AE4064                         *CURRENT SURVEY CONTROL
 AE4064  ______________________________________________________________________
 AE4064* NAD 83(1986) POSITION- 45 08 35.     (N) 100 40 46.     (W)   SCALED
 AE4064* NAVD 88 ORTHO HEIGHT -   613.984 (meters)     2014.38  (feet) ADJUSTED
 AE4064  ______________________________________________________________________
 AE4064  GEOID HEIGHT    -        -22.051 (meters)                     GEOID18
 AE4064  DYNAMIC HEIGHT  -        613.879 (meters)     2014.03  (feet) COMP
 AE4064  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 AE4064
 AE4064  VERT ORDER      -  FIRST     CLASS II
 AE4064
 AE4064.The horizontal coordinates were scaled from a map and have
 AE4064.an estimated accuracy of +/- 6 seconds.
 AE4064
 AE4064.The orthometric height was determined by differential leveling and
 AE4064.adjusted by the NATIONAL GEODETIC SURVEY
 AE4064.in July 1998.
 AE4064
 AE4064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4064.GEOID18 height accuracy estimate available here.
 AE4064
 AE4064.Click photographs - Photos may exist for this station.
 AE4064
 AE4064.The dynamic height is computed by dividing the NAVD 88
 AE4064.geopotential number by the normal gravity value computed on the
 AE4064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4064.degrees latitude (g = 980.6199 gals.).
 AE4064
 AE4064.The modeled gravity was interpolated from observed gravity values.
 AE4064
 AE4064;                    North         East    Units  Estimated Accuracy
 AE4064;SPC SD N     -   145,760.      546,570.      MT  (+/- 180 meters Scaled)
 AE4064
 AE4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR679002(NAD 83)
 AE4064
 AE4064                          SUPERSEDED SURVEY CONTROL
 AE4064
 AE4064.No superseded survey control is available for this station.
 AE4064
 AE4064_MARKER: DB = BENCH MARK DISK
 AE4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4064_STAMPING: 212-185.65
 AE4064_MARK LOGO: SDDT
 AE4064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4064+STABILITY: SURFACE MOTION
 AE4064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4064+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4064
 AE4064  HISTORY     - Date     Condition        Report By
 AE4064  HISTORY     - UNK      MONUMENTED       SDDT
 AE4064  HISTORY     - 19960425 GOOD             NGS
 AE4064  HISTORY     - 20120627 GOOD             INDIV
 AE4064
 AE4064                          STATION DESCRIPTION
 AE4064
 AE4064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4064'11.5 KM (7.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4064'IN RIDGEVIEW, 591.0 M (1939.0 FT) WEST OF MILEPOST 186, 27.0 M (88.6
 AE4064'FT) NORTH OF THE HIGHWAY CENTERLINE, 14.9 M (48.9 FT) EAST OF THE
 AE4064'CENTER OF A DRIVEWAY, 8.1 M (26.6 FT) SOUTHWEST OF A T-JUNCTION
 AE4064'UTILITY POLE WITH A GUY CABLE, 3.6 M (11.8 FT) EAST OF A T-FENCE
 AE4064'CORNER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AE4064'SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0
 AE4064'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4064'SURFACE.
 AE4064
 AE4064                          STATION RECOVERY (2012)
 AE4064
 AE4064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4065 ***********************************************************************
 AE4065  DESIGNATION -  212 186.53
 AE4065  PID         -  AE4065
 AE4065  STATE/COUNTY-  SD/DEWEY
 AE4065  COUNTRY     -  US
 AE4065  USGS QUAD   -  LA PLANT (2017)
 AE4065
 AE4065                         *CURRENT SURVEY CONTROL
 AE4065  ______________________________________________________________________
 AE4065* NAD 83(1986) POSITION- 45 08 47.     (N) 100 39 45.     (W)   SCALED
 AE4065* NAVD 88 ORTHO HEIGHT -   598.266 (meters)     1962.81  (feet) ADJUSTED
 AE4065  ______________________________________________________________________
 AE4065  GEOID HEIGHT    -        -22.062 (meters)                     GEOID18
 AE4065  DYNAMIC HEIGHT  -        598.165 (meters)     1962.48  (feet) COMP
 AE4065  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 AE4065
 AE4065  VERT ORDER      -  FIRST     CLASS II
 AE4065
 AE4065.The horizontal coordinates were scaled from a map and have
 AE4065.an estimated accuracy of +/- 6 seconds.
 AE4065
 AE4065.The orthometric height was determined by differential leveling and
 AE4065.adjusted by the NATIONAL GEODETIC SURVEY
 AE4065.in July 1998.
 AE4065
 AE4065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4065.GEOID18 height accuracy estimate available here.
 AE4065
 AE4065.Click photographs - Photos may exist for this station.
 AE4065
 AE4065.The dynamic height is computed by dividing the NAVD 88
 AE4065.geopotential number by the normal gravity value computed on the
 AE4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4065.degrees latitude (g = 980.6199 gals.).
 AE4065
 AE4065.The modeled gravity was interpolated from observed gravity values.
 AE4065
 AE4065;                    North         East    Units  Estimated Accuracy
 AE4065;SPC SD N     -   146,120.      547,900.      MT  (+/- 180 meters Scaled)
 AE4065
 AE4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR693005(NAD 83)
 AE4065
 AE4065                          SUPERSEDED SURVEY CONTROL
 AE4065
 AE4065.No superseded survey control is available for this station.
 AE4065
 AE4065_MARKER: DB = BENCH MARK DISK
 AE4065_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4065_SP_SET: ABUTMENT
 AE4065_STAMPING: 212-186.53
 AE4065_MARK LOGO: SDDT
 AE4065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4065+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4065
 AE4065  HISTORY     - Date     Condition        Report By
 AE4065  HISTORY     - UNK      MONUMENTED       SDDT
 AE4065  HISTORY     - 19960425 GOOD             NGS
 AE4065  HISTORY     - 20120627 GOOD             INDIV
 AE4065
 AE4065                          STATION DESCRIPTION
 AE4065
 AE4065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4065'12.9 KM (8.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4065'IN RIDGEVIEW, IN TOP OF AND 1.0 M (3.3 FT) SOUTH OF THE NORTH END OF
 AE4065'THE WEST CONCRETE ABUTMENT OF A BRIDGE SPANNING A CREEK, 763.0 M
 AE4065'(2503.3 FT) WEST OF MILEPOST 187, 6.0 M (19.7 FT) NORTH OF THE HIGHWAY
 AE4065'CENTERLINE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 AE4065'ABOVE THE LEVEL OF THE HIGHWAY.
 AE4065
 AE4065                          STATION RECOVERY (2012)
 AE4065
 AE4065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4066 ***********************************************************************
 AE4066  DESIGNATION -  212 186.75
 AE4066  PID         -  AE4066
 AE4066  STATE/COUNTY-  SD/DEWEY
 AE4066  COUNTRY     -  US
 AE4066  USGS QUAD   -  LA PLANT (2017)
 AE4066
 AE4066                         *CURRENT SURVEY CONTROL
 AE4066  ______________________________________________________________________
 AE4066* NAD 83(1986) POSITION- 45 08 49.     (N) 100 39 37.     (W)   SCALED
 AE4066* NAVD 88 ORTHO HEIGHT -   599.341 (meters)     1966.34  (feet) ADJUSTED
 AE4066  ______________________________________________________________________
 AE4066  GEOID HEIGHT    -        -22.063 (meters)                     GEOID18
 AE4066  DYNAMIC HEIGHT  -        599.240 (meters)     1966.01  (feet) COMP
 AE4066  MODELED GRAVITY -    980,428.8   (mgal)                       NAVD 88
 AE4066
 AE4066  VERT ORDER      -  FIRST     CLASS II
 AE4066
 AE4066.The horizontal coordinates were scaled from a map and have
 AE4066.an estimated accuracy of +/- 6 seconds.
 AE4066
 AE4066.The orthometric height was determined by differential leveling and
 AE4066.adjusted by the NATIONAL GEODETIC SURVEY
 AE4066.in July 1998.
 AE4066
 AE4066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4066.GEOID18 height accuracy estimate available here.
 AE4066
 AE4066.Click photographs - Photos may exist for this station.
 AE4066
 AE4066.The dynamic height is computed by dividing the NAVD 88
 AE4066.geopotential number by the normal gravity value computed on the
 AE4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4066.degrees latitude (g = 980.6199 gals.).
 AE4066
 AE4066.The modeled gravity was interpolated from observed gravity values.
 AE4066
 AE4066;                    North         East    Units  Estimated Accuracy
 AE4066;SPC SD N     -   146,180.      548,080.      MT  (+/- 180 meters Scaled)
 AE4066
 AE4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR694006(NAD 83)
 AE4066
 AE4066                          SUPERSEDED SURVEY CONTROL
 AE4066
 AE4066.No superseded survey control is available for this station.
 AE4066
 AE4066_MARKER: DB = BENCH MARK DISK
 AE4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4066_STAMPING: 212-186.75
 AE4066_MARK LOGO: SDDT
 AE4066_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4066+STABILITY: SURFACE MOTION
 AE4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4066+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4066
 AE4066  HISTORY     - Date     Condition        Report By
 AE4066  HISTORY     - UNK      MONUMENTED       SDDT
 AE4066  HISTORY     - 19960425 GOOD             NGS
 AE4066  HISTORY     - 20120627 GOOD             INDIV
 AE4066
 AE4066                          STATION DESCRIPTION
 AE4066
 AE4066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4066'13.1 KM (8.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4066'IN RIDGEVIEW, 562.0 M (1843.8 FT) WEST OF MILEPOST 187, 27.7 M (90.9
 AE4066'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.7 M (5.6 FT) WEST OF A FENCE
 AE4066'CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4066'NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND
 AE4066'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4066
 AE4066                          STATION RECOVERY (2012)
 AE4066
 AE4066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4067 ***********************************************************************
 AE4067  DESIGNATION -  212 188.82
 AE4067  PID         -  AE4067
 AE4067  STATE/COUNTY-  SD/DEWEY
 AE4067  COUNTRY     -  US
 AE4067  USGS QUAD   -  VIRGINIA (2017)
 AE4067
 AE4067                         *CURRENT SURVEY CONTROL
 AE4067  ______________________________________________________________________
 AE4067* NAD 83(1986) POSITION- 45 08 08.     (N) 100 37 10.     (W)   SCALED
 AE4067* NAVD 88 ORTHO HEIGHT -   615.414 (meters)     2019.07  (feet) ADJUSTED
 AE4067  ______________________________________________________________________
 AE4067  GEOID HEIGHT    -        -22.116 (meters)                     GEOID18
 AE4067  DYNAMIC HEIGHT  -        615.310 (meters)     2018.73  (feet) COMP
 AE4067  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 AE4067
 AE4067  VERT ORDER      -  FIRST     CLASS II
 AE4067
 AE4067.The horizontal coordinates were scaled from a map and have
 AE4067.an estimated accuracy of +/- 6 seconds.
 AE4067
 AE4067.The orthometric height was determined by differential leveling and
 AE4067.adjusted by the NATIONAL GEODETIC SURVEY
 AE4067.in July 1998.
 AE4067
 AE4067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4067.GEOID18 height accuracy estimate available here.
 AE4067
 AE4067.Click photographs - Photos may exist for this station.
 AE4067
 AE4067.The dynamic height is computed by dividing the NAVD 88
 AE4067.geopotential number by the normal gravity value computed on the
 AE4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4067.degrees latitude (g = 980.6199 gals.).
 AE4067
 AE4067.The modeled gravity was interpolated from observed gravity values.
 AE4067
 AE4067;                    North         East    Units  Estimated Accuracy
 AE4067;SPC SD N     -   144,890.      551,280.      MT  (+/- 180 meters Scaled)
 AE4067
 AE4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ726992(NAD 83)
 AE4067
 AE4067                          SUPERSEDED SURVEY CONTROL
 AE4067
 AE4067.No superseded survey control is available for this station.
 AE4067
 AE4067_MARKER: DB = BENCH MARK DISK
 AE4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4067_STAMPING: 212-188.82
 AE4067_MARK LOGO: SDDT
 AE4067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4067+STABILITY: SURFACE MOTION
 AE4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4067+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4067
 AE4067  HISTORY     - Date     Condition        Report By
 AE4067  HISTORY     - UNK      MONUMENTED       SDDT
 AE4067  HISTORY     - 19960425 GOOD             NGS
 AE4067  HISTORY     - 20120627 GOOD             INDIV
 AE4067
 AE4067                          STATION DESCRIPTION
 AE4067
 AE4067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4067'16.6 KM (10.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4067'OFFICE IN RIDGEVIEW, 291.0 M (954.7 FT) WEST OF MILEPOST 189, 22.4 M
 AE4067'(73.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) EAST OF
 AE4067'A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AE4067'(1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE4067'THE GROUND SURFACE.
 AE4067
 AE4067                          STATION RECOVERY (2012)
 AE4067
 AE4067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4068 ***********************************************************************
 AE4068  DESIGNATION -  212 189.36
 AE4068  PID         -  AE4068
 AE4068  STATE/COUNTY-  SD/DEWEY
 AE4068  COUNTRY     -  US
 AE4068  USGS QUAD   -  VIRGINIA (2017)
 AE4068
 AE4068                         *CURRENT SURVEY CONTROL
 AE4068  ______________________________________________________________________
 AE4068* NAD 83(1986) POSITION- 45 07 56.15   (N) 100 36 31.08   (W)   HD_HELD1
 AE4068* NAVD 88 ORTHO HEIGHT -   625.303 (meters)     2051.51  (feet) ADJUSTED
 AE4068  ______________________________________________________________________
 AE4068  GEOID HEIGHT    -        -22.131 (meters)                     GEOID18
 AE4068  DYNAMIC HEIGHT  -        625.198 (meters)     2051.17  (feet) COMP
 AE4068  MODELED GRAVITY -    980,428.8   (mgal)                       NAVD 88
 AE4068
 AE4068  VERT ORDER      -  FIRST     CLASS II
 AE4068
 AE4068.The horizontal coordinates were determined by differentially corrected
 AE4068.hand held GPS observations or other comparable positioning techniques
 AE4068.and have an estimated accuracy of +/- 3 meters.
 AE4068
 AE4068.The orthometric height was determined by differential leveling and
 AE4068.adjusted by the NATIONAL GEODETIC SURVEY
 AE4068.in July 1998.
 AE4068
 AE4068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4068.GEOID18 height accuracy estimate available here.
 AE4068
 AE4068.Click photographs - Photos may exist for this station.
 AE4068
 AE4068.The dynamic height is computed by dividing the NAVD 88
 AE4068.geopotential number by the normal gravity value computed on the
 AE4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4068.degrees latitude (g = 980.6199 gals.).
 AE4068
 AE4068.The modeled gravity was interpolated from observed gravity values.
 AE4068
 AE4068;                    North         East    Units  Estimated Accuracy
 AE4068;SPC SD N     -   144,520.6     552,125.0     MT  (+/- 3 meters HH1 GPS) 
 AE4068
 AE4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7350798902(NAD 83)
 AE4068
 AE4068                          SUPERSEDED SURVEY CONTROL
 AE4068
 AE4068.No superseded survey control is available for this station.
 AE4068
 AE4068_MARKER: Z = SEE DESCRIPTION
 AE4068_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE4068_STAMPING: 212-189.36 1995
 AE4068_MARK LOGO: NGS
 AE4068_PROJECTION: FLUSH
 AE4068_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE4068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4068+STABILITY: POSITION/ELEVATION WELL
 AE4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4068+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4068_ROD/PIPE-DEPTH: 6.4 meters
 AE4068_SLEEVE-DEPTH  : 1.8 meters
 AE4068
 AE4068  HISTORY     - Date     Condition        Report By
 AE4068  HISTORY     - 1995     MONUMENTED       SDDT
 AE4068  HISTORY     - 19960425 GOOD             NGS
 AE4068  HISTORY     - 20120627 GOOD             INDIV
 AE4068
 AE4068                          STATION DESCRIPTION
 AE4068
 AE4068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4068'17.5 KM (10.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4068'OFFICE IN RIDGEVIEW, 598.0 M (1961.9 FT) EAST OF MILEPOST 189, 22.2 M
 AE4068'(72.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT)
 AE4068'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT)
 AE4068'NORTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A METAL GUARD POST,
 AE4068'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 AE4068'NORTHEAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE4068'STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1
 AE4068'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE4068'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AE4068
 AE4068                          STATION RECOVERY (2012)
 AE4068
 AE4068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4069 ***********************************************************************
 AE4069  DESIGNATION -  212 189.90
 AE4069  PID         -  AE4069
 AE4069  STATE/COUNTY-  SD/DEWEY
 AE4069  COUNTRY     -  US
 AE4069  USGS QUAD   -  VIRGINIA (2017)
 AE4069
 AE4069                         *CURRENT SURVEY CONTROL
 AE4069  ______________________________________________________________________
 AE4069* NAD 83(1986) POSITION- 45 07 46.     (N) 100 35 57.     (W)   SCALED
 AE4069* NAVD 88 ORTHO HEIGHT -   636.622 (meters)     2088.65  (feet) ADJUSTED
 AE4069  ______________________________________________________________________
 AE4069  GEOID HEIGHT    -        -22.145 (meters)                     GEOID18
 AE4069  DYNAMIC HEIGHT  -        636.516 (meters)     2088.30  (feet) COMP
 AE4069  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 AE4069
 AE4069  VERT ORDER      -  FIRST     CLASS II
 AE4069
 AE4069.The horizontal coordinates were scaled from a map and have
 AE4069.an estimated accuracy of +/- 6 seconds.
 AE4069
 AE4069.The orthometric height was determined by differential leveling and
 AE4069.adjusted by the NATIONAL GEODETIC SURVEY
 AE4069.in July 1998.
 AE4069
 AE4069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4069.GEOID18 height accuracy estimate available here.
 AE4069
 AE4069.Click photographs - Photos may exist for this station.
 AE4069
 AE4069.The dynamic height is computed by dividing the NAVD 88
 AE4069.geopotential number by the normal gravity value computed on the
 AE4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4069.degrees latitude (g = 980.6199 gals.).
 AE4069
 AE4069.The modeled gravity was interpolated from observed gravity values.
 AE4069
 AE4069;                    North         East    Units  Estimated Accuracy
 AE4069;SPC SD N     -   144,200.      552,870.      MT  (+/- 180 meters Scaled)
 AE4069
 AE4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ742985(NAD 83)
 AE4069
 AE4069                          SUPERSEDED SURVEY CONTROL
 AE4069
 AE4069.No superseded survey control is available for this station.
 AE4069
 AE4069_MARKER: DB = BENCH MARK DISK
 AE4069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4069_STAMPING: 212-189.90
 AE4069_MARK LOGO: SDDT
 AE4069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4069+STABILITY: SURFACE MOTION
 AE4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4069+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4069
 AE4069  HISTORY     - Date     Condition        Report By
 AE4069  HISTORY     - UNK      MONUMENTED       SDDT
 AE4069  HISTORY     - 19960425 GOOD             NGS
 AE4069  HISTORY     - 20120627 GOOD             INDIV
 AE4069
 AE4069                          STATION DESCRIPTION
 AE4069
 AE4069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4069'18.3 KM (11.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4069'OFFICE IN RIDGEVIEW, 163.0 M (534.8 FT) WEST OF MILEPOST 190, 22.4 M
 AE4069'(73.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.8 M (9.2 FT)
 AE4069'NORTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3
 AE4069'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF
 AE4069'A WITNESS POST, AND 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND
 AE4069'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4069
 AE4069                          STATION RECOVERY (2012)
 AE4069
 AE4069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4070 ***********************************************************************
 AE4070  DESIGNATION -  212 190.92
 AE4070  PID         -  AE4070
 AE4070  STATE/COUNTY-  SD/DEWEY
 AE4070  COUNTRY     -  US
 AE4070  USGS QUAD   -  VIRGINIA (2017)
 AE4070
 AE4070                         *CURRENT SURVEY CONTROL
 AE4070  ______________________________________________________________________
 AE4070* NAD 83(1986) POSITION- 45 07 41.     (N) 100 34 42.     (W)   SCALED
 AE4070* NAVD 88 ORTHO HEIGHT -   617.753 (meters)     2026.74  (feet) ADJUSTED
 AE4070  ______________________________________________________________________
 AE4070  GEOID HEIGHT    -        -22.168 (meters)                     GEOID18
 AE4070  DYNAMIC HEIGHT  -        617.650 (meters)     2026.41  (feet) COMP
 AE4070  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 AE4070
 AE4070  VERT ORDER      -  FIRST     CLASS II
 AE4070
 AE4070.The horizontal coordinates were scaled from a map and have
 AE4070.an estimated accuracy of +/- 6 seconds.
 AE4070
 AE4070.The orthometric height was determined by differential leveling and
 AE4070.adjusted by the NATIONAL GEODETIC SURVEY
 AE4070.in July 1998.
 AE4070
 AE4070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4070.GEOID18 height accuracy estimate available here.
 AE4070
 AE4070.Click photographs - Photos may exist for this station.
 AE4070
 AE4070.The dynamic height is computed by dividing the NAVD 88
 AE4070.geopotential number by the normal gravity value computed on the
 AE4070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4070.degrees latitude (g = 980.6199 gals.).
 AE4070
 AE4070.The modeled gravity was interpolated from observed gravity values.
 AE4070
 AE4070;                    North         East    Units  Estimated Accuracy
 AE4070;SPC SD N     -   144,040.      554,510.      MT  (+/- 180 meters Scaled)
 AE4070
 AE4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ758983(NAD 83)
 AE4070
 AE4070                          SUPERSEDED SURVEY CONTROL
 AE4070
 AE4070.No superseded survey control is available for this station.
 AE4070
 AE4070_MARKER: DB = BENCH MARK DISK
 AE4070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4070_STAMPING: 212-190.92
 AE4070_MARK LOGO: SDDT
 AE4070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4070+STABILITY: SURFACE MOTION
 AE4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4070+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 AE4070
 AE4070  HISTORY     - Date     Condition        Report By
 AE4070  HISTORY     - UNK      MONUMENTED       SDDT
 AE4070  HISTORY     - 19960425 GOOD             NGS
 AE4070  HISTORY     - 20120627 GOOD             INDIV
 AE4070
 AE4070                          STATION DESCRIPTION
 AE4070
 AE4070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4070'20.0 KM (12.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4070'OFFICE IN RIDGEVIEW, 139.0 M (456.0 FT) WEST OF MILEPOST 191, 22.4 M
 AE4070'(73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE
 AE4070'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT)
 AE4070'SOUTH OF A WITNESS POST, AND 0.1 M (0.3 FT) NORTH OF A WITNESS POST,
 AE4070'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4070
 AE4070                          STATION RECOVERY (2012)
 AE4070
 AE4070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4071 ***********************************************************************
 AE4071  DESIGNATION -  212 191.91
 AE4071  PID         -  AE4071
 AE4071  STATE/COUNTY-  SD/DEWEY
 AE4071  COUNTRY     -  US
 AE4071  USGS QUAD   -  VIRGINIA (2017)
 AE4071
 AE4071                         *CURRENT SURVEY CONTROL
 AE4071  ______________________________________________________________________
 AE4071* NAD 83(1986) POSITION- 45 07 41.     (N) 100 33 28.     (W)   SCALED
 AE4071* NAVD 88 ORTHO HEIGHT -   599.400 (meters)     1966.53  (feet) ADJUSTED
 AE4071  ______________________________________________________________________
 AE4071  GEOID HEIGHT    -        -22.187 (meters)                     GEOID18
 AE4071  DYNAMIC HEIGHT  -        599.301 (meters)     1966.21  (feet) COMP
 AE4071  MODELED GRAVITY -    980,432.6   (mgal)                       NAVD 88
 AE4071
 AE4071  VERT ORDER      -  FIRST     CLASS II
 AE4071
 AE4071.The horizontal coordinates were scaled from a map and have
 AE4071.an estimated accuracy of +/- 6 seconds.
 AE4071
 AE4071.The orthometric height was determined by differential leveling and
 AE4071.adjusted by the NATIONAL GEODETIC SURVEY
 AE4071.in July 1998.
 AE4071
 AE4071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4071.GEOID18 height accuracy estimate available here.
 AE4071
 AE4071.Click photographs - Photos may exist for this station.
 AE4071
 AE4071.The dynamic height is computed by dividing the NAVD 88
 AE4071.geopotential number by the normal gravity value computed on the
 AE4071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4071.degrees latitude (g = 980.6199 gals.).
 AE4071
 AE4071.The modeled gravity was interpolated from observed gravity values.
 AE4071
 AE4071;                    North         East    Units  Estimated Accuracy
 AE4071;SPC SD N     -   144,020.      556,120.      MT  (+/- 180 meters Scaled)
 AE4071
 AE4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ774983(NAD 83)
 AE4071
 AE4071                          SUPERSEDED SURVEY CONTROL
 AE4071
 AE4071.No superseded survey control is available for this station.
 AE4071
 AE4071_MARKER: DB = BENCH MARK DISK
 AE4071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4071_STAMPING: 212-191.91
 AE4071_MARK LOGO: SDDT
 AE4071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4071+STABILITY: SURFACE MOTION
 AE4071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4071+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4071
 AE4071  HISTORY     - Date     Condition        Report By
 AE4071  HISTORY     - UNK      MONUMENTED       SDDT
 AE4071  HISTORY     - 19960425 GOOD             NGS
 AE4071  HISTORY     - 20120626 GOOD             INDIV
 AE4071
 AE4071                          STATION DESCRIPTION
 AE4071
 AE4071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4071'21.6 KM (13.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4071'OFFICE IN RIDGEVIEW, 140.0 M (459.3 FT) WEST OF MILEPOST 192, 25.9 M
 AE4071'(85.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) SOUTH OF
 AE4071'THE SOUTH END OF THE MOST EASTERLY OF 2 CULVERTS UNDER THE HIGHWAY,
 AE4071'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF
 AE4071'A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.1 M (0.3 FT)
 AE4071'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4071'SURFACE.
 AE4071
 AE4071                          STATION RECOVERY (2012)
 AE4071
 AE4071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4072 ***********************************************************************
 AE4072  DESIGNATION -  212 192.90
 AE4072  PID         -  AE4072
 AE4072  STATE/COUNTY-  SD/DEWEY
 AE4072  COUNTRY     -  US
 AE4072  USGS QUAD   -  VIRGINIA (2017)
 AE4072
 AE4072                         *CURRENT SURVEY CONTROL
 AE4072  ______________________________________________________________________
 AE4072* NAD 83(1986) POSITION- 45 07 47.     (N) 100 32 17.     (W)   SCALED
 AE4072* NAVD 88 ORTHO HEIGHT -   612.160 (meters)     2008.39  (feet) ADJUSTED
 AE4072  ______________________________________________________________________
 AE4072  GEOID HEIGHT    -        -22.199 (meters)                     GEOID18
 AE4072  DYNAMIC HEIGHT  -        612.060 (meters)     2008.07  (feet) COMP
 AE4072  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 AE4072
 AE4072  VERT ORDER      -  FIRST     CLASS II
 AE4072
 AE4072.The horizontal coordinates were scaled from a map and have
 AE4072.an estimated accuracy of +/- 6 seconds.
 AE4072
 AE4072.The orthometric height was determined by differential leveling and
 AE4072.adjusted by the NATIONAL GEODETIC SURVEY
 AE4072.in July 1998.
 AE4072
 AE4072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4072.GEOID18 height accuracy estimate available here.
 AE4072
 AE4072.Click photographs - Photos may exist for this station.
 AE4072
 AE4072.The dynamic height is computed by dividing the NAVD 88
 AE4072.geopotential number by the normal gravity value computed on the
 AE4072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4072.degrees latitude (g = 980.6199 gals.).
 AE4072
 AE4072.The modeled gravity was interpolated from observed gravity values.
 AE4072
 AE4072;                    North         East    Units  Estimated Accuracy
 AE4072;SPC SD N     -   144,200.      557,680.      MT  (+/- 180 meters Scaled)
 AE4072
 AE4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ790985(NAD 83)
 AE4072
 AE4072                          SUPERSEDED SURVEY CONTROL
 AE4072
 AE4072.No superseded survey control is available for this station.
 AE4072
 AE4072_MARKER: DB = BENCH MARK DISK
 AE4072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4072_STAMPING: 212-192.90
 AE4072_MARK LOGO: SDDT
 AE4072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4072+STABILITY: SURFACE MOTION
 AE4072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4072+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4072
 AE4072  HISTORY     - Date     Condition        Report By
 AE4072  HISTORY     - UNK      MONUMENTED       SDDT
 AE4072  HISTORY     - 19960425 GOOD             NGS
 AE4072  HISTORY     - 20120626 GOOD             INDIV
 AE4072
 AE4072                          STATION DESCRIPTION
 AE4072
 AE4072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4072'23.2 KM (14.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4072'OFFICE IN RIDGEVIEW, 145.0 M (475.7 FT) WEST OF MILEPOST 193, 22.7 M
 AE4072'(74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) SOUTHEAST
 AE4072'OF A UTILITY POLE, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AE4072'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE4072'POST, AND 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE4072'FLUSH WITH THE GROUND SURFACE.
 AE4072
 AE4072                          STATION RECOVERY (2012)
 AE4072
 AE4072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7982 ***********************************************************************
 AC7982  CBN         -  This is a Cooperative Base Network Control Station.
 AC7982  DESIGNATION -  212 193.82
 AC7982  PID         -  AC7982
 AC7982  STATE/COUNTY-  SD/DEWEY
 AC7982  COUNTRY     -  US
 AC7982  USGS QUAD   -  VIRGINIA (2017)
 AC7982
 AC7982                         *CURRENT SURVEY CONTROL
 AC7982  ______________________________________________________________________
 AC7982* NAD 83(2011) POSITION- 45 07 41.90202(N) 100 31 02.90581(W)   ADJUSTED
 AC7982* NAD 83(2011) ELLIP HT-   594.135 (meters)        (06/27/12)   ADJUSTED
 AC7982* NAD 83(2011) EPOCH   -  2010.00
 AC7982* NAVD 88 ORTHO HEIGHT -   616.354 (meters)     2022.15  (feet) ADJUSTED
 AC7982  ______________________________________________________________________
 AC7982  GEOID HEIGHT    -        -22.217 (meters)                     GEOID18
 AC7982  NAD 83(2011) X  -   -822,854.207 (meters)                     COMP
 AC7982  NAD 83(2011) Y  - -4,432,179.887 (meters)                     COMP
 AC7982  NAD 83(2011) Z  -  4,497,840.837 (meters)                     COMP
 AC7982  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 AC7982  DYNAMIC HEIGHT  -        616.255 (meters)     2021.83  (feet) COMP
 AC7982  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 AC7982
 AC7982  VERT ORDER      -  FIRST     CLASS II
 AC7982
 AC7982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7982  Standards:
 AC7982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7982  -------------------------------------------------------------------
 AC7982  NETWORK    0.83   2.49           0.39   0.26   1.27     -0.07701871
 AC7982  -------------------------------------------------------------------
 AC7982  Click here for local accuracies and other accuracy information.
 AC7982
 AC7982.The horizontal coordinates were established by GPS observations
 AC7982.and adjusted by the National Geodetic Survey in June 2012.
 AC7982
 AC7982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7982.been affixed to the stable North American tectonic plate. See 
 AC7982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7982
 AC7982.The horizontal coordinates are valid at the epoch date displayed above
 AC7982.which is a decimal equivalence of Year/Month/Day.
 AC7982
 AC7982.The orthometric height was determined by differential leveling and
 AC7982.adjusted by the NATIONAL GEODETIC SURVEY
 AC7982.in July 1998.
 AC7982
 AC7982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7982.GEOID18 height accuracy estimate available here.
 AC7982
 AC7982.Click photographs - Photos may exist for this station.
 AC7982
 AC7982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7982
 AC7982.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7982
 AC7982.The ellipsoidal height was determined by GPS observations
 AC7982.and is referenced to NAD 83.
 AC7982
 AC7982.The dynamic height is computed by dividing the NAVD 88
 AC7982.geopotential number by the normal gravity value computed on the
 AC7982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7982.degrees latitude (g = 980.6199 gals.).
 AC7982
 AC7982.The modeled gravity was interpolated from observed gravity values.
 AC7982
 AC7982. The following values were computed from the NAD 83(2011) position.
 AC7982
 AC7982;                    North         East     Units Scale Factor Converg.
 AC7982;SPC SD N     -   144,030.936   559,292.710   MT  0.99994002   -0 21 58.4
 AC7982;SPC SD N     -   472,541.50  1,834,946.17   sFT  0.99994002   -0 21 58.4
 AC7982;UTM  14      - 4,998,323.788   380,667.121   MT  0.99977510   -1 04 32.0
 AC7982
 AC7982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7982!SPC SD N     -   0.99990686  x   0.99994002  =   0.99984688
 AC7982!UTM  14      -   0.99990686  x   0.99977510  =   0.99968198
 AC7982
 AC7982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8066798323(NAD 83)
 AC7982
 AC7982                          SUPERSEDED SURVEY CONTROL
 AC7982
 AC7982  NAD 83(2007)-  45 07 41.90203(N)    100 31 02.90697(W) AD(2002.00) 0
 AC7982  ELLIP H (02/10/07)  594.163  (m)                       GP(2002.00)    
 AC7982  ELLIP H (04/15/04)  594.164  (m)                       GP(       ) 2 1
 AC7982  NAD 83(1996)-  45 07 41.90135(N)    100 31 02.90648(W) AD(       ) B
 AC7982  ELLIP H (04/18/97)  594.222  (m)                       GP(       ) 4 1
 AC7982  NAVD 88 (04/18/97)  616.3    (m)  GEOID96  model used  GPS OBS        
 AC7982
 AC7982.Superseded values are not recommended for survey control.
 AC7982
 AC7982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7982.See file dsdata.pdf to determine how the superseded data were derived.
 AC7982
 AC7982_MARKER: Z = SEE DESCRIPTION
 AC7982_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7982_STAMPING: 212-193.82
 AC7982_MARK LOGO: NGS
 AC7982_PROJECTION: FLUSH
 AC7982_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7982+STABILITY: POSITION/ELEVATION WELL
 AC7982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7982+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AC7982_ROD/PIPE-DEPTH: 6.4 meters
 AC7982_SLEEVE-DEPTH  : 1.8 meters
 AC7982
 AC7982  HISTORY     - Date     Condition        Report By
 AC7982  HISTORY     - 1995     MONUMENTED       SDDT
 AC7982  HISTORY     - 19960425 GOOD             NGS
 AC7982  HISTORY     - 19960808 GOOD             NGS
 AC7982  HISTORY     - 20120626 GOOD             INDIV
 AC7982
 AC7982                          STATION DESCRIPTION
 AC7982
 AC7982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7982'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AC7982'OFFICE IN RIDGEVIEW, 223.6 M (733.6 FT) WEST OF MILEPOST 194, 37.3 M
 AC7982'(122.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) WEST OF
 AC7982'THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) SOUTH OF A
 AC7982'METAL GUARD POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AC7982'0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 AC7982'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS
 AC7982'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AC7982'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7982
 AC7982                          STATION RECOVERY (1996)
 AC7982
 AC7982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7982'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) WEST OF THE MISSOURI
 AC7982'RIVER AND 6.8 MI (10.9 KM) WEST OF LAPLANT, ON U.S. HIGHWAY 212.
 AC7982'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7982'NORTHWEST END OF THE U.S. HIGHWAY 212 BRIDGE SPANNING THE MISSOURI
 AC7982'RIVER AND LAKE OAHE, 0.7 MI (1.1 KM) SOUTHEAST OF MILEPOST 207, GO
 AC7982'WEST ON U.S. HIGHWAY 212 FOR 7.9 MI (12.7 KM) TO THE JUNCTION OF
 AC7982'BUREAU OF INDIAN AFFAIRS HIGHWAYS 7 AND 8 (GRAVELED CROSSROAD),
 AC7982'CONTINUE WEST ON U.S. HIGHWAY 212 FOR 5.95 MI (9.58 KM) TO THE STATION
 AC7982'ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7982'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7982'STEEL PIPE.  LOCATED 0.15 MI (0.24 KM) WEST OF MILEPOST 194, 222.4 FT
 AC7982'(67.8 M) WEST OF BENCH MARK 212-193.90, 125.0 FT (38.1 M) SOUTH OF THE
 AC7982'HIGHWAY CENTERLINE, 28.8 FT (8.8 M) WEST OF THE CENTER OF A FIELD
 AC7982'ENTRANCE, 1.8 FT (0.5 M) NORTH OF A FENCE, 1.4 FT (0.4 M) SOUTH OF A
 AC7982'METAL GUARD POST, 1.2 FT (0.4 M) NORTH OF A WITNESS POST, AND 0.05 M
 AC7982'(0.16 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM POINT IS
 AC7982'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7982
 AC7982                          STATION RECOVERY (2012)
 AC7982
 AC7982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4073 ***********************************************************************
 AE4073  DESIGNATION -  212 193.90
 AE4073  PID         -  AE4073
 AE4073  STATE/COUNTY-  SD/DEWEY
 AE4073  COUNTRY     -  US
 AE4073  USGS QUAD   -  VIRGINIA (2017)
 AE4073
 AE4073                         *CURRENT SURVEY CONTROL
 AE4073  ______________________________________________________________________
 AE4073* NAD 83(1986) POSITION- 45 07 41.     (N) 100 31 02.     (W)   SCALED
 AE4073* NAVD 88 ORTHO HEIGHT -   615.568 (meters)     2019.58  (feet) ADJUSTED
 AE4073  ______________________________________________________________________
 AE4073  GEOID HEIGHT    -        -22.218 (meters)                     GEOID18
 AE4073  DYNAMIC HEIGHT  -        615.469 (meters)     2019.25  (feet) COMP
 AE4073  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 AE4073
 AE4073  VERT ORDER      -  FIRST     CLASS II
 AE4073
 AE4073.The horizontal coordinates were scaled from a map and have
 AE4073.an estimated accuracy of +/- 6 seconds.
 AE4073
 AE4073.The orthometric height was determined by differential leveling and
 AE4073.adjusted by the NATIONAL GEODETIC SURVEY
 AE4073.in July 1998.
 AE4073
 AE4073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4073.GEOID18 height accuracy estimate available here.
 AE4073
 AE4073.Click photographs - Photos may exist for this station.
 AE4073
 AE4073.The dynamic height is computed by dividing the NAVD 88
 AE4073.geopotential number by the normal gravity value computed on the
 AE4073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4073.degrees latitude (g = 980.6199 gals.).
 AE4073
 AE4073.The modeled gravity was interpolated from observed gravity values.
 AE4073
 AE4073;                    North         East    Units  Estimated Accuracy
 AE4073;SPC SD N     -   144,000.      559,310.      MT  (+/- 180 meters Scaled)
 AE4073
 AE4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ806982(NAD 83)
 AE4073
 AE4073                          SUPERSEDED SURVEY CONTROL
 AE4073
 AE4073.No superseded survey control is available for this station.
 AE4073
 AE4073_MARKER: DB = BENCH MARK DISK
 AE4073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4073_STAMPING: 212-193.90
 AE4073_MARK LOGO: SDDT
 AE4073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4073+STABILITY: SURFACE MOTION
 AE4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4073+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4073
 AE4073  HISTORY     - Date     Condition        Report By
 AE4073  HISTORY     - UNK      MONUMENTED       SDDT
 AE4073  HISTORY     - 19960425 GOOD             NGS
 AE4073  HISTORY     - 20120626 GOOD             INDIV
 AE4073
 AE4073                          STATION DESCRIPTION
 AE4073
 AE4073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4073'24.8 KM (15.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4073'OFFICE IN RIDGEVIEW, 154.4 M (506.6 FT) WEST OF MILEPOST 194, 59.9 M
 AE4073'(196.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 38.7 M
 AE4073'(127.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE
 AE4073'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT)
 AE4073'SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) NORTH OF A WITNESS POST, AND
 AE4073'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4073
 AE4073                          STATION RECOVERY (2012)
 AE4073
 AE4073'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4074 ***********************************************************************
 AE4074  DESIGNATION -  212 195.34
 AE4074  PID         -  AE4074
 AE4074  STATE/COUNTY-  SD/DEWEY
 AE4074  COUNTRY     -  US
 AE4074  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4074
 AE4074                         *CURRENT SURVEY CONTROL
 AE4074  ______________________________________________________________________
 AE4074* NAD 83(1986) POSITION- 45 07 04.     (N) 100 29 39.     (W)   SCALED
 AE4074* NAVD 88 ORTHO HEIGHT -   621.651 (meters)     2039.53  (feet) ADJUSTED
 AE4074  ______________________________________________________________________
 AE4074  GEOID HEIGHT    -        -22.254 (meters)                     GEOID18
 AE4074  DYNAMIC HEIGHT  -        621.551 (meters)     2039.21  (feet) COMP
 AE4074  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 AE4074
 AE4074  VERT ORDER      -  FIRST     CLASS II
 AE4074
 AE4074.The horizontal coordinates were scaled from a map and have
 AE4074.an estimated accuracy of +/- 6 seconds.
 AE4074
 AE4074.The orthometric height was determined by differential leveling and
 AE4074.adjusted by the NATIONAL GEODETIC SURVEY
 AE4074.in July 1998.
 AE4074
 AE4074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4074.GEOID18 height accuracy estimate available here.
 AE4074
 AE4074.Click photographs - Photos may exist for this station.
 AE4074
 AE4074.The dynamic height is computed by dividing the NAVD 88
 AE4074.geopotential number by the normal gravity value computed on the
 AE4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4074.degrees latitude (g = 980.6199 gals.).
 AE4074
 AE4074.The modeled gravity was interpolated from observed gravity values.
 AE4074
 AE4074;                    North         East    Units  Estimated Accuracy
 AE4074;SPC SD N     -   142,850.      561,120.      MT  (+/- 180 meters Scaled)
 AE4074
 AE4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ824971(NAD 83)
 AE4074
 AE4074                          SUPERSEDED SURVEY CONTROL
 AE4074
 AE4074.No superseded survey control is available for this station.
 AE4074
 AE4074_MARKER: DB = BENCH MARK DISK
 AE4074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4074_STAMPING: 212-195.34
 AE4074_MARK LOGO: SDDT
 AE4074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4074+STABILITY: SURFACE MOTION
 AE4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4074+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4074
 AE4074  HISTORY     - Date     Condition        Report By
 AE4074  HISTORY     - UNK      MONUMENTED       SDDT
 AE4074  HISTORY     - 19960425 GOOD             NGS
 AE4074  HISTORY     - 20120626 GOOD             INDIV
 AE4074
 AE4074                          STATION DESCRIPTION
 AE4074
 AE4074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4074'27.2 KM (16.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4074'OFFICE IN RIDGEVIEW, 576.4 M (1891.1 FT) EAST OF MILEPOST 195, 22.9 M
 AE4074'(75.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT)
 AE4074'SOUTHEAST OF A T-FENCE CORNER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 AE4074'HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST
 AE4074'OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AE4074'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AE4074
 AE4074                          STATION RECOVERY (2012)
 AE4074
 AE4074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4075 ***********************************************************************
 AE4075  DESIGNATION -  212 196.70
 AE4075  PID         -  AE4075
 AE4075  STATE/COUNTY-  SD/DEWEY
 AE4075  COUNTRY     -  US
 AE4075  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4075
 AE4075                         *CURRENT SURVEY CONTROL
 AE4075  ______________________________________________________________________
 AE4075* NAD 83(1986) POSITION- 45 06 09.     (N) 100 28 37.     (W)   SCALED
 AE4075* NAVD 88 ORTHO HEIGHT -   612.790 (meters)     2010.46  (feet) ADJUSTED
 AE4075  ______________________________________________________________________
 AE4075  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 AE4075  DYNAMIC HEIGHT  -        612.690 (meters)     2010.13  (feet) COMP
 AE4075  MODELED GRAVITY -    980,433.8   (mgal)                       NAVD 88
 AE4075
 AE4075  VERT ORDER      -  FIRST     CLASS II
 AE4075
 AE4075.The horizontal coordinates were scaled from a map and have
 AE4075.an estimated accuracy of +/- 6 seconds.
 AE4075
 AE4075.The orthometric height was determined by differential leveling and
 AE4075.adjusted by the NATIONAL GEODETIC SURVEY
 AE4075.in July 1998.
 AE4075
 AE4075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4075.GEOID18 height accuracy estimate available here.
 AE4075
 AE4075.Click photographs - Photos may exist for this station.
 AE4075
 AE4075.The dynamic height is computed by dividing the NAVD 88
 AE4075.geopotential number by the normal gravity value computed on the
 AE4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4075.degrees latitude (g = 980.6199 gals.).
 AE4075
 AE4075.The modeled gravity was interpolated from observed gravity values.
 AE4075
 AE4075;                    North         East    Units  Estimated Accuracy
 AE4075;SPC SD N     -   141,140.      562,460.      MT  (+/- 180 meters Scaled)
 AE4075
 AE4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ838953(NAD 83)
 AE4075
 AE4075                          SUPERSEDED SURVEY CONTROL
 AE4075
 AE4075.No superseded survey control is available for this station.
 AE4075
 AE4075_MARKER: DB = BENCH MARK DISK
 AE4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4075_STAMPING: 212-196.70
 AE4075_MARK LOGO: SDDT
 AE4075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4075+STABILITY: SURFACE MOTION
 AE4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4075+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4075
 AE4075  HISTORY     - Date     Condition        Report By
 AE4075  HISTORY     - UNK      MONUMENTED       SDDT
 AE4075  HISTORY     - 19960425 GOOD             NGS
 AE4075  HISTORY     - 20120626 GOOD             INDIV
 AE4075
 AE4075                          STATION DESCRIPTION
 AE4075
 AE4075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4075'29.4 KM (18.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4075'OFFICE IN RIDGEVIEW, 477.0 M (1565.0 FT) WEST OF MILEPOST 197, 26.9 M
 AE4075'(88.3 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT)
 AE4075'SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) BELOW THE
 AE4075'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0
 AE4075'FT) NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS
 AE4075'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AE4075'SURFACE.
 AE4075
 AE4075                          STATION RECOVERY (2012)
 AE4075
 AE4075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4076 ***********************************************************************
 AE4076  DESIGNATION -  212 197.42
 AE4076  PID         -  AE4076
 AE4076  STATE/COUNTY-  SD/DEWEY
 AE4076  COUNTRY     -  US
 AE4076  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4076
 AE4076                         *CURRENT SURVEY CONTROL
 AE4076  ______________________________________________________________________
 AE4076* NAD 83(1986) POSITION- 45 05 44.36   (N) 100 27 53.03   (W)   HD_HELD1
 AE4076* NAVD 88 ORTHO HEIGHT -   597.975 (meters)     1961.86  (feet) ADJUSTED
 AE4076  ______________________________________________________________________
 AE4076  GEOID HEIGHT    -        -22.313 (meters)                     GEOID18
 AE4076  DYNAMIC HEIGHT  -        597.878 (meters)     1961.54  (feet) COMP
 AE4076  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 AE4076
 AE4076  VERT ORDER      -  FIRST     CLASS II
 AE4076
 AE4076.The horizontal coordinates were determined by differentially corrected
 AE4076.hand held GPS observations or other comparable positioning techniques
 AE4076.and have an estimated accuracy of +/- 3 meters.
 AE4076
 AE4076.The orthometric height was determined by differential leveling and
 AE4076.adjusted by the NATIONAL GEODETIC SURVEY
 AE4076.in July 1998.
 AE4076
 AE4076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4076.GEOID18 height accuracy estimate available here.
 AE4076
 AE4076.Click photographs - Photos may exist for this station.
 AE4076
 AE4076.The dynamic height is computed by dividing the NAVD 88
 AE4076.geopotential number by the normal gravity value computed on the
 AE4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4076.degrees latitude (g = 980.6199 gals.).
 AE4076
 AE4076.The modeled gravity was interpolated from observed gravity values.
 AE4076
 AE4076;                    North         East    Units  Estimated Accuracy
 AE4076;SPC SD N     -   140,377.5     563,420.9     MT  (+/- 3 meters HH1 GPS) 
 AE4076
 AE4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8474994620(NAD 83)
 AE4076
 AE4076                          SUPERSEDED SURVEY CONTROL
 AE4076
 AE4076.No superseded survey control is available for this station.
 AE4076
 AE4076_MARKER: DB = BENCH MARK DISK
 AE4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4076_STAMPING: 212-197.42
 AE4076_MARK LOGO: SDDT
 AE4076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4076+STABILITY: SURFACE MOTION
 AE4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4076+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4076
 AE4076  HISTORY     - Date     Condition        Report By
 AE4076  HISTORY     - UNK      MONUMENTED       SDDT
 AE4076  HISTORY     - 19960425 GOOD             NGS
 AE4076  HISTORY     - 20120626 GOOD             INDIV
 AE4076
 AE4076                          STATION DESCRIPTION
 AE4076
 AE4076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4076'30.6 KM (19.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4076'OFFICE IN RIDGEVIEW, 737.0 M (2418.0 FT) EAST OF MILEPOST 197, 22.5 M
 AE4076'(73.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT)
 AE4076'SOUTHWEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE4076'HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST
 AE4076'OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AE4076'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4076
 AE4076                          STATION RECOVERY (2012)
 AE4076
 AE4076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4077 ***********************************************************************
 AE4077  DESIGNATION -  212 198.25
 AE4077  PID         -  AE4077
 AE4077  STATE/COUNTY-  SD/DEWEY
 AE4077  COUNTRY     -  US
 AE4077  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4077
 AE4077                         *CURRENT SURVEY CONTROL
 AE4077  ______________________________________________________________________
 AE4077* NAD 83(1986) POSITION- 45 05 19.     (N) 100 27 06.     (W)   SCALED
 AE4077* NAVD 88 ORTHO HEIGHT -   589.469 (meters)     1933.95  (feet) ADJUSTED
 AE4077  ______________________________________________________________________
 AE4077  GEOID HEIGHT    -        -22.330 (meters)                     GEOID18
 AE4077  DYNAMIC HEIGHT  -        589.375 (meters)     1933.64  (feet) COMP
 AE4077  MODELED GRAVITY -    980,438.7   (mgal)                       NAVD 88
 AE4077
 AE4077  VERT ORDER      -  FIRST     CLASS II
 AE4077
 AE4077.The horizontal coordinates were scaled from a map and have
 AE4077.an estimated accuracy of +/- 6 seconds.
 AE4077
 AE4077.The orthometric height was determined by differential leveling and
 AE4077.adjusted by the NATIONAL GEODETIC SURVEY
 AE4077.in July 1998.
 AE4077
 AE4077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4077.GEOID18 height accuracy estimate available here.
 AE4077
 AE4077.Click photographs - Photos may exist for this station.
 AE4077
 AE4077.The dynamic height is computed by dividing the NAVD 88
 AE4077.geopotential number by the normal gravity value computed on the
 AE4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4077.degrees latitude (g = 980.6199 gals.).
 AE4077
 AE4077.The modeled gravity was interpolated from observed gravity values.
 AE4077
 AE4077;                    North         East    Units  Estimated Accuracy
 AE4077;SPC SD N     -   139,590.      564,450.      MT  (+/- 180 meters Scaled)
 AE4077
 AE4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ857938(NAD 83)
 AE4077
 AE4077                          SUPERSEDED SURVEY CONTROL
 AE4077
 AE4077.No superseded survey control is available for this station.
 AE4077
 AE4077_MARKER: DB = BENCH MARK DISK
 AE4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4077_STAMPING: 212-198.25
 AE4077_MARK LOGO: SDDT
 AE4077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4077+STABILITY: SURFACE MOTION
 AE4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4077+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4077
 AE4077  HISTORY     - Date     Condition        Report By
 AE4077  HISTORY     - UNK      MONUMENTED       SDDT
 AE4077  HISTORY     - 19960425 GOOD             NGS
 AE4077  HISTORY     - 20120626 GOOD             INDIV
 AE4077
 AE4077                          STATION DESCRIPTION
 AE4077
 AE4077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4077'31.9 KM (19.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4077'OFFICE IN RIDGEVIEW, 425.0 M (1394.4 FT) EAST OF MILEPOST 198, 22.7 M
 AE4077'(74.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 14.9 M (48.9 FT)
 AE4077'NORTHWEST OF A T-FENCE CORNER, 9.6 M (31.5 FT) WEST OF A UTILITY POLE,
 AE4077'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AE4077'SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.1
 AE4077'M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE4077'THE GROUND SURFACE.
 AE4077
 AE4077                          STATION RECOVERY (2012)
 AE4077
 AE4077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4078 ***********************************************************************
 AE4078  DESIGNATION -  212 199.20
 AE4078  PID         -  AE4078
 AE4078  STATE/COUNTY-  SD/DEWEY
 AE4078  COUNTRY     -  US
 AE4078  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4078
 AE4078                         *CURRENT SURVEY CONTROL
 AE4078  ______________________________________________________________________
 AE4078* NAD 83(1986) POSITION- 45 04 52.     (N) 100 26 08.     (W)   SCALED
 AE4078* NAVD 88 ORTHO HEIGHT -   574.477 (meters)     1884.76  (feet) ADJUSTED
 AE4078  ______________________________________________________________________
 AE4078  GEOID HEIGHT    -        -22.348 (meters)                     GEOID18
 AE4078  DYNAMIC HEIGHT  -        574.387 (meters)     1884.47  (feet) COMP
 AE4078  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 AE4078
 AE4078  VERT ORDER      -  FIRST     CLASS II
 AE4078
 AE4078.The horizontal coordinates were scaled from a map and have
 AE4078.an estimated accuracy of +/- 6 seconds.
 AE4078
 AE4078.The orthometric height was determined by differential leveling and
 AE4078.adjusted by the NATIONAL GEODETIC SURVEY
 AE4078.in July 1998.
 AE4078
 AE4078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4078.GEOID18 height accuracy estimate available here.
 AE4078
 AE4078.Click photographs - Photos may exist for this station.
 AE4078
 AE4078.The dynamic height is computed by dividing the NAVD 88
 AE4078.geopotential number by the normal gravity value computed on the
 AE4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4078.degrees latitude (g = 980.6199 gals.).
 AE4078
 AE4078.The modeled gravity was interpolated from observed gravity values.
 AE4078
 AE4078;                    North         East    Units  Estimated Accuracy
 AE4078;SPC SD N     -   138,750.      565,710.      MT  (+/- 180 meters Scaled)
 AE4078
 AE4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ870929(NAD 83)
 AE4078
 AE4078                          SUPERSEDED SURVEY CONTROL
 AE4078
 AE4078.No superseded survey control is available for this station.
 AE4078
 AE4078_MARKER: DB = BENCH MARK DISK
 AE4078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4078_STAMPING: 212-199.20
 AE4078_MARK LOGO: SDDT
 AE4078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4078+STABILITY: SURFACE MOTION
 AE4078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4078+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4078
 AE4078  HISTORY     - Date     Condition        Report By
 AE4078  HISTORY     - UNK      MONUMENTED       SDDT
 AE4078  HISTORY     - 19960425 GOOD             NGS
 AE4078  HISTORY     - 20120626 GOOD             INDIV
 AE4078
 AE4078                          STATION DESCRIPTION
 AE4078
 AE4078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4078'33.4 KM (20.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4078'OFFICE IN RIDGEVIEW, 360.0 M (1181.1 FT) EAST OF MILEPOST 199, 22.5 M
 AE4078'(73.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW
 AE4078'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3 M
 AE4078'(1.0 FT) NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A
 AE4078'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4078
 AE4078                          STATION RECOVERY (2012)
 AE4078
 AE4078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4079 ***********************************************************************
 AE4079  DESIGNATION -  212 199.80
 AE4079  PID         -  AE4079
 AE4079  STATE/COUNTY-  SD/DEWEY
 AE4079  COUNTRY     -  US
 AE4079  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4079
 AE4079                         *CURRENT SURVEY CONTROL
 AE4079  ______________________________________________________________________
 AE4079* NAD 83(1986) POSITION- 45 04 33.36   (N) 100 25 30.67   (W)   HD_HELD1
 AE4079* NAVD 88 ORTHO HEIGHT -   576.305 (meters)     1890.76  (feet) ADJUSTED
 AE4079  ______________________________________________________________________
 AE4079  GEOID HEIGHT    -        -22.359 (meters)                     GEOID18
 AE4079  DYNAMIC HEIGHT  -        576.216 (meters)     1890.47  (feet) COMP
 AE4079  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 AE4079
 AE4079  VERT ORDER      -  FIRST     CLASS II
 AE4079
 AE4079.The horizontal coordinates were determined by differentially corrected
 AE4079.hand held GPS observations or other comparable positioning techniques
 AE4079.and have an estimated accuracy of +/- 3 meters.
 AE4079
 AE4079.The orthometric height was determined by differential leveling and
 AE4079.adjusted by the NATIONAL GEODETIC SURVEY
 AE4079.in July 1998.
 AE4079
 AE4079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4079.GEOID18 height accuracy estimate available here.
 AE4079
 AE4079.Click photographs - Photos may exist for this station.
 AE4079
 AE4079.The dynamic height is computed by dividing the NAVD 88
 AE4079.geopotential number by the normal gravity value computed on the
 AE4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4079.degrees latitude (g = 980.6199 gals.).
 AE4079
 AE4079.The modeled gravity was interpolated from observed gravity values.
 AE4079
 AE4079;                    North         East    Units  Estimated Accuracy
 AE4079;SPC SD N     -   138,168.7     566,521.9     MT  (+/- 3 meters HH1 GPS) 
 AE4079
 AE4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8782292373(NAD 83)
 AE4079
 AE4079                          SUPERSEDED SURVEY CONTROL
 AE4079
 AE4079.No superseded survey control is available for this station.
 AE4079
 AE4079_MARKER: Z = SEE DESCRIPTION
 AE4079_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE4079_STAMPING: 212-199.80 1995
 AE4079_MARK LOGO: NGS
 AE4079_PROJECTION: FLUSH
 AE4079_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE4079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4079+STABILITY: POSITION/ELEVATION WELL
 AE4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4079+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4079_ROD/PIPE-DEPTH: 6.4 meters
 AE4079_SLEEVE-DEPTH  : 1.8 meters
 AE4079
 AE4079  HISTORY     - Date     Condition        Report By
 AE4079  HISTORY     - 1995     MONUMENTED       SDDT
 AE4079  HISTORY     - 19960425 GOOD             NGS
 AE4079  HISTORY     - 20120626 GOOD             INDIV
 AE4079
 AE4079                          STATION DESCRIPTION
 AE4079
 AE4079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4079'34.4 KM (21.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4079'OFFICE IN RIDGEVIEW, 307.0 M (1007.2 FT) WEST OF MILEPOST 200, 25.0 M
 AE4079'(82.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 22.3 M (73.2 FT)
 AE4079'SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT) NORTHWEST OF A
 AE4079'FENCE CORNER, 0.3 M (1.0 FT) SOUTHWEST OF A METAL GUARD POST, 0.3 M
 AE4079'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST
 AE4079'OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS
 AE4079'STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1
 AE4079'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE4079'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AE4079
 AE4079                          STATION RECOVERY (2012)
 AE4079
 AE4079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4080 ***********************************************************************
 AE4080  DESIGNATION -  212 200.42
 AE4080  PID         -  AE4080
 AE4080  STATE/COUNTY-  SD/DEWEY
 AE4080  COUNTRY     -  US
 AE4080  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4080
 AE4080                         *CURRENT SURVEY CONTROL
 AE4080  ______________________________________________________________________
 AE4080* NAD 83(1986) POSITION- 45 04 17.     (N) 100 24 54.     (W)   SCALED
 AE4080* NAVD 88 ORTHO HEIGHT -   576.717 (meters)     1892.11  (feet) ADJUSTED
 AE4080  ______________________________________________________________________
 AE4080  GEOID HEIGHT    -        -22.367 (meters)                     GEOID18
 AE4080  DYNAMIC HEIGHT  -        576.629 (meters)     1891.82  (feet) COMP
 AE4080  MODELED GRAVITY -    980,445.9   (mgal)                       NAVD 88
 AE4080
 AE4080  VERT ORDER      -  FIRST     CLASS II
 AE4080
 AE4080.The horizontal coordinates were scaled from a map and have
 AE4080.an estimated accuracy of +/- 6 seconds.
 AE4080
 AE4080.The orthometric height was determined by differential leveling and
 AE4080.adjusted by the NATIONAL GEODETIC SURVEY
 AE4080.in July 1998.
 AE4080
 AE4080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4080.GEOID18 height accuracy estimate available here.
 AE4080
 AE4080.Click photographs - Photos may exist for this station.
 AE4080
 AE4080.The dynamic height is computed by dividing the NAVD 88
 AE4080.geopotential number by the normal gravity value computed on the
 AE4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4080.degrees latitude (g = 980.6199 gals.).
 AE4080
 AE4080.The modeled gravity was interpolated from observed gravity values.
 AE4080
 AE4080;                    North         East    Units  Estimated Accuracy
 AE4080;SPC SD N     -   137,660.      567,320.      MT  (+/- 180 meters Scaled)
 AE4080
 AE4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ886918(NAD 83)
 AE4080
 AE4080                          SUPERSEDED SURVEY CONTROL
 AE4080
 AE4080.No superseded survey control is available for this station.
 AE4080
 AE4080_MARKER: DB = BENCH MARK DISK
 AE4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4080_STAMPING: 212-200.42
 AE4080_MARK LOGO: SDDT
 AE4080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4080+STABILITY: SURFACE MOTION
 AE4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4080+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4080
 AE4080  HISTORY     - Date     Condition        Report By
 AE4080  HISTORY     - UNK      MONUMENTED       SDDT
 AE4080  HISTORY     - 19960425 GOOD             NGS
 AE4080  HISTORY     - 20110821 GOOD             GEOCAC
 AE4080  HISTORY     - 20120626 GOOD             INDIV
 AE4080
 AE4080                          STATION DESCRIPTION
 AE4080
 AE4080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4080'35.4 KM (22.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4080'OFFICE IN RIDGEVIEW, 689.0 M (2260.5 FT) EAST OF MILEPOST 200, 22.4 M
 AE4080'(73.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 21.5 M (70.5 FT) SOUTH
 AE4080'OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AE4080'M (1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 AE4080'POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 AE4080'FLUSH WITH THE GROUND SURFACE.
 AE4080
 AE4080                          STATION RECOVERY (2011)
 AE4080
 AE4080'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 AE4080'MARKED WITH A METAL U POST WITH A VERTICAL B M TAG, AND A CARSONITE
 AE4080'WITNESS POST.
 AE4080
 AE4080                          STATION RECOVERY (2012)
 AE4080
 AE4080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4081 ***********************************************************************
 AE4081  DESIGNATION -  212 201.42
 AE4081  PID         -  AE4081
 AE4081  STATE/COUNTY-  SD/DEWEY
 AE4081  COUNTRY     -  US
 AE4081  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 AE4081
 AE4081                         *CURRENT SURVEY CONTROL
 AE4081  ______________________________________________________________________
 AE4081* NAD 83(1986) POSITION- 45 04 08.     (N) 100 23 40.     (W)   SCALED
 AE4081* NAVD 88 ORTHO HEIGHT -   571.829 (meters)     1876.08  (feet) ADJUSTED
 AE4081  ______________________________________________________________________
 AE4081  GEOID HEIGHT    -        -22.375 (meters)                     GEOID18
 AE4081  DYNAMIC HEIGHT  -        571.744 (meters)     1875.80  (feet) COMP
 AE4081  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 AE4081
 AE4081  VERT ORDER      -  FIRST     CLASS II
 AE4081
 AE4081.The horizontal coordinates were scaled from a map and have
 AE4081.an estimated accuracy of +/- 6 seconds.
 AE4081
 AE4081.The orthometric height was determined by differential leveling and
 AE4081.adjusted by the NATIONAL GEODETIC SURVEY
 AE4081.in July 1998.
 AE4081
 AE4081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4081.GEOID18 height accuracy estimate available here.
 AE4081
 AE4081.Click photographs - Photos may exist for this station.
 AE4081
 AE4081.The dynamic height is computed by dividing the NAVD 88
 AE4081.geopotential number by the normal gravity value computed on the
 AE4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4081.degrees latitude (g = 980.6199 gals.).
 AE4081
 AE4081.The modeled gravity was interpolated from observed gravity values.
 AE4081
 AE4081;                    North         East    Units  Estimated Accuracy
 AE4081;SPC SD N     -   137,370.      568,940.      MT  (+/- 180 meters Scaled)
 AE4081
 AE4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ902915(NAD 83)
 AE4081
 AE4081                          SUPERSEDED SURVEY CONTROL
 AE4081
 AE4081.No superseded survey control is available for this station.
 AE4081
 AE4081_MARKER: DB = BENCH MARK DISK
 AE4081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4081_STAMPING: 212-201.42
 AE4081_MARK LOGO: SDDT
 AE4081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4081+STABILITY: SURFACE MOTION
 AE4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4081+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4081
 AE4081  HISTORY     - Date     Condition        Report By
 AE4081  HISTORY     - UNK      MONUMENTED       SDDT
 AE4081  HISTORY     - 19960425 GOOD             NGS
 AE4081  HISTORY     - 20120626 GOOD             INDIV
 AE4081
 AE4081                          STATION DESCRIPTION
 AE4081
 AE4081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4081'37.0 KM (23.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4081'OFFICE IN RIDGEVIEW, 716.0 M (2349.1 FT) EAST OF MILEPOST 201, 22.5 M
 AE4081'(73.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) WEST OF A
 AE4081'T-FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AE4081'(1.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.1
 AE4081'M (0.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE4081'GROUND SURFACE.
 AE4081
 AE4081                          STATION RECOVERY (2012)
 AE4081
 AE4081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4082 ***********************************************************************
 AE4082  DESIGNATION -  212 202.42
 AE4082  PID         -  AE4082
 AE4082  STATE/COUNTY-  SD/DEWEY
 AE4082  COUNTRY     -  US
 AE4082  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4082
 AE4082                         *CURRENT SURVEY CONTROL
 AE4082  ______________________________________________________________________
 AE4082* NAD 83(1986) POSITION- 45 04 09.     (N) 100 22 27.     (W)   SCALED
 AE4082* NAVD 88 ORTHO HEIGHT -   563.924 (meters)     1850.14  (feet) ADJUSTED
 AE4082  ______________________________________________________________________
 AE4082  GEOID HEIGHT    -        -22.378 (meters)                     GEOID18
 AE4082  DYNAMIC HEIGHT  -        563.841 (meters)     1849.87  (feet) COMP
 AE4082  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 AE4082
 AE4082  VERT ORDER      -  FIRST     CLASS II
 AE4082
 AE4082.The horizontal coordinates were scaled from a map and have
 AE4082.an estimated accuracy of +/- 6 seconds.
 AE4082
 AE4082.The orthometric height was determined by differential leveling and
 AE4082.adjusted by the NATIONAL GEODETIC SURVEY
 AE4082.in July 1998.
 AE4082
 AE4082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4082.GEOID18 height accuracy estimate available here.
 AE4082
 AE4082.Click photographs - Photos may exist for this station.
 AE4082
 AE4082.The dynamic height is computed by dividing the NAVD 88
 AE4082.geopotential number by the normal gravity value computed on the
 AE4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4082.degrees latitude (g = 980.6199 gals.).
 AE4082
 AE4082.The modeled gravity was interpolated from observed gravity values.
 AE4082
 AE4082;                    North         East    Units  Estimated Accuracy
 AE4082;SPC SD N     -   137,400.      570,540.      MT  (+/- 180 meters Scaled)
 AE4082
 AE4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ918915(NAD 83)
 AE4082
 AE4082                          SUPERSEDED SURVEY CONTROL
 AE4082
 AE4082.No superseded survey control is available for this station.
 AE4082
 AE4082_MARKER: DB = BENCH MARK DISK
 AE4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4082_STAMPING: 212-202.42
 AE4082_MARK LOGO: SDDT
 AE4082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4082+STABILITY: SURFACE MOTION
 AE4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4082+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE4082
 AE4082  HISTORY     - Date     Condition        Report By
 AE4082  HISTORY     - UNK      MONUMENTED       SDDT
 AE4082  HISTORY     - 19960425 GOOD             NGS
 AE4082  HISTORY     - 20120626 GOOD             INDIV
 AE4082
 AE4082                          STATION DESCRIPTION
 AE4082
 AE4082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4082'37.5 KM (23.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4082'OF EXENE STREET IN GETTYSBURG, 706.0 M (2316.3 FT) EAST OF MILEPOST
 AE4082'202, 34.2 M (112.2 FT) WEST OF A T-FENCE CORNER, 22.4 M (73.5 FT)
 AE4082'SOUTH OF THE HIGHWAY CENTERLINE, 20.0 M (65.6 FT) WEST OF UNDERGROUND
 AE4082'CABLE JUNCTION BOX NUMBER E 33 LF 21, 0.5 M (1.6 FT) NORTH OF A FENCE,
 AE4082'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) NORTH OF A
 AE4082'WITNESS POST, AND THE M0NUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4082
 AE4082                          STATION RECOVERY (2012)
 AE4082
 AE4082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4085 ***********************************************************************
 AE4085  DESIGNATION -  212 203.41
 AE4085  PID         -  AE4085
 AE4085  STATE/COUNTY-  SD/DEWEY
 AE4085  COUNTRY     -  US
 AE4085  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4085
 AE4085                         *CURRENT SURVEY CONTROL
 AE4085  ______________________________________________________________________
 AE4085* NAD 83(1986) POSITION- 45 03 53.     (N) 100 21 12.     (W)   SCALED
 AE4085* NAVD 88 ORTHO HEIGHT -   566.527 (meters)     1858.68  (feet) ADJUSTED
 AE4085  ______________________________________________________________________
 AE4085  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 AE4085  DYNAMIC HEIGHT  -        566.445 (meters)     1858.41  (feet) COMP
 AE4085  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 AE4085
 AE4085  VERT ORDER      -  FIRST     CLASS II
 AE4085
 AE4085.The horizontal coordinates were scaled from a map and have
 AE4085.an estimated accuracy of +/- 6 seconds.
 AE4085
 AE4085.The orthometric height was determined by differential leveling and
 AE4085.adjusted by the NATIONAL GEODETIC SURVEY
 AE4085.in July 1998.
 AE4085
 AE4085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4085.GEOID18 height accuracy estimate available here.
 AE4085
 AE4085.Click photographs - Photos may exist for this station.
 AE4085
 AE4085.The dynamic height is computed by dividing the NAVD 88
 AE4085.geopotential number by the normal gravity value computed on the
 AE4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4085.degrees latitude (g = 980.6199 gals.).
 AE4085
 AE4085.The modeled gravity was interpolated from observed gravity values.
 AE4085
 AE4085;                    North         East    Units  Estimated Accuracy
 AE4085;SPC SD N     -   136,900.      572,170.      MT  (+/- 180 meters Scaled)
 AE4085
 AE4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ934910(NAD 83)
 AE4085
 AE4085                          SUPERSEDED SURVEY CONTROL
 AE4085
 AE4085.No superseded survey control is available for this station.
 AE4085
 AE4085_MARKER: DD = SURVEY DISK
 AE4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4085_STAMPING: 212-203.41 1995
 AE4085_MARK LOGO: SDDT
 AE4085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4085+STABILITY: SURFACE MOTION
 AE4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4085+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4085
 AE4085  HISTORY     - Date     Condition        Report By
 AE4085  HISTORY     - 1995     MONUMENTED       SDDT
 AE4085  HISTORY     - 19960425 GOOD             NGS
 AE4085  HISTORY     - 20120620 GOOD             INDIV
 AE4085
 AE4085                          STATION DESCRIPTION
 AE4085
 AE4085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4085'35.7 KM (22.20 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4085'OF EXENE STREET IN GETTYSBURG, 800.4 M (2626.0 FT) EAST OF MILEPOST
 AE4085'203, 39.4 M (129.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 AE4085'BELOW THE LEVEL OF THE HIGHWAY, 1.4 M (4.6 FT) EAST OF A FENCE CORNER,
 AE4085'0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE M0NUMENT
 AE4085'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AE4085
 AE4085                          STATION RECOVERY (2012)
 AE4085
 AE4085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4086 ***********************************************************************
 AE4086  DESIGNATION -  212 204.60
 AE4086  PID         -  AE4086
 AE4086  STATE/COUNTY-  SD/DEWEY
 AE4086  COUNTRY     -  US
 AE4086  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4086
 AE4086                         *CURRENT SURVEY CONTROL
 AE4086  ______________________________________________________________________
 AE4086* NAD 83(1986) POSITION- 45 03 31.     (N) 100 19 58.     (W)   SCALED
 AE4086* NAVD 88 ORTHO HEIGHT -   542.429 (meters)     1779.62  (feet) ADJUSTED
 AE4086  ______________________________________________________________________
 AE4086  GEOID HEIGHT    -        -22.403 (meters)                     GEOID18
 AE4086  DYNAMIC HEIGHT  -        542.353 (meters)     1779.37  (feet) COMP
 AE4086  MODELED GRAVITY -    980,458.5   (mgal)                       NAVD 88
 AE4086
 AE4086  VERT ORDER      -  FIRST     CLASS II
 AE4086
 AE4086.The horizontal coordinates were scaled from a map and have
 AE4086.an estimated accuracy of +/- 6 seconds.
 AE4086
 AE4086.The orthometric height was determined by differential leveling and
 AE4086.adjusted by the NATIONAL GEODETIC SURVEY
 AE4086.in July 1998.
 AE4086
 AE4086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4086.GEOID18 height accuracy estimate available here.
 AE4086
 AE4086.Click photographs - Photos may exist for this station.
 AE4086
 AE4086.The dynamic height is computed by dividing the NAVD 88
 AE4086.geopotential number by the normal gravity value computed on the
 AE4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4086.degrees latitude (g = 980.6199 gals.).
 AE4086
 AE4086.The modeled gravity was interpolated from observed gravity values.
 AE4086
 AE4086;                    North         East    Units  Estimated Accuracy
 AE4086;SPC SD N     -   136,210.      573,790.      MT  (+/- 180 meters Scaled)
 AE4086
 AE4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ950903(NAD 83)
 AE4086
 AE4086                          SUPERSEDED SURVEY CONTROL
 AE4086
 AE4086.No superseded survey control is available for this station.
 AE4086
 AE4086_MARKER: DB = BENCH MARK DISK
 AE4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4086_STAMPING: 212-204.60
 AE4086_MARK LOGO: SDDT
 AE4086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4086+STABILITY: SURFACE MOTION
 AE4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4086+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4086
 AE4086  HISTORY     - Date     Condition        Report By
 AE4086  HISTORY     - UNK      MONUMENTED       SDDT
 AE4086  HISTORY     - 19960425 GOOD             NGS
 AE4086  HISTORY     - 20120620 GOOD             INDIV
 AE4086
 AE4086                          STATION DESCRIPTION
 AE4086
 AE4086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4086'33.9 KM (21.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4086'OF EXENE STREET IN GETTYSBURG, 688.0 M (2257.2 FT) WEST OF MILEPOST
 AE4086'205, 34.3 M (112.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 10.9 M
 AE4086'(35.8 FT) WEST OF A UTILITY POLE, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE,
 AE4086'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4086'NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS
 AE4086'POST, AND THE M0NUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4086
 AE4086                          STATION RECOVERY (2012)
 AE4086
 AE4086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4087 ***********************************************************************
 AE4087  FBN         -  This is a Federal Base Network Control Station.
 AE4087  DESIGNATION -  212 205.20
 AE4087  PID         -  AE4087
 AE4087  STATE/COUNTY-  SD/DEWEY
 AE4087  COUNTRY     -  US
 AE4087  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4087
 AE4087                         *CURRENT SURVEY CONTROL
 AE4087  ______________________________________________________________________
 AE4087* NAD 83(2011) POSITION- 45 03 05.28084(N) 100 19 29.89209(W)   ADJUSTED
 AE4087* NAD 83(2011) ELLIP HT-   516.851 (meters)        (06/27/12)   ADJUSTED
 AE4087* NAD 83(2011) EPOCH   -  2010.00
 AE4087* NAVD 88 ORTHO HEIGHT -   539.290 (meters)     1769.32  (feet) ADJUSTED
 AE4087  ______________________________________________________________________
 AE4087  GEOID HEIGHT    -        -22.415 (meters)                     GEOID18
 AE4087  NAD 83(2011) X  -   -809,032.498 (meters)                     COMP
 AE4087  NAD 83(2011) Y  - -4,440,816.164 (meters)                     COMP
 AE4087  NAD 83(2011) Z  -  4,491,756.781 (meters)                     COMP
 AE4087  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 AE4087  DYNAMIC HEIGHT  -        539.214 (meters)     1769.07  (feet) COMP
 AE4087  MODELED GRAVITY -    980,459.8   (mgal)                       NAVD 88
 AE4087
 AE4087  VERT ORDER      -  FIRST     CLASS II
 AE4087
 AE4087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE4087  Standards:
 AE4087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE4087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE4087  -------------------------------------------------------------------
 AE4087  NETWORK    0.78   1.57           0.36   0.26   0.80     -0.09695835
 AE4087  -------------------------------------------------------------------
 AE4087  Click here for local accuracies and other accuracy information.
 AE4087
 AE4087.The horizontal coordinates were established by GPS observations
 AE4087.and adjusted by the National Geodetic Survey in June 2012.
 AE4087
 AE4087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE4087.been affixed to the stable North American tectonic plate. See 
 AE4087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE4087
 AE4087.The horizontal coordinates are valid at the epoch date displayed above
 AE4087.which is a decimal equivalence of Year/Month/Day.
 AE4087
 AE4087.The orthometric height was determined by differential leveling and
 AE4087.adjusted by the NATIONAL GEODETIC SURVEY
 AE4087.in July 1998.
 AE4087
 AE4087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4087.GEOID18 height accuracy estimate available here.
 AE4087
 AE4087.Click photographs - Photos may exist for this station.
 AE4087
 AE4087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4087
 AE4087.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE4087
 AE4087.The ellipsoidal height was determined by GPS observations
 AE4087.and is referenced to NAD 83.
 AE4087
 AE4087.The dynamic height is computed by dividing the NAVD 88
 AE4087.geopotential number by the normal gravity value computed on the
 AE4087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4087.degrees latitude (g = 980.6199 gals.).
 AE4087
 AE4087.The modeled gravity was interpolated from observed gravity values.
 AE4087
 AE4087. The following values were computed from the NAD 83(2011) position.
 AE4087
 AE4087;                    North         East     Units Scale Factor Converg.
 AE4087;SPC SD N     -   135,413.316   574,401.719   MT  0.99993911   -0 13 48.0
 AE4087;SPC SD N     -   444,268.52  1,884,516.31   sFT  0.99993911   -0 13 48.0
 AE4087;UTM  14      - 4,989,521.622   395,665.628   MT  0.99973385   -0 56 16.2
 AE4087
 AE4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4087!SPC SD N     -   0.99991897  x   0.99993911  =   0.99985809
 AE4087!UTM  14      -   0.99991897  x   0.99973385  =   0.99965284
 AE4087
 AE4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9566589521(NAD 83)
 AE4087
 AE4087                          SUPERSEDED SURVEY CONTROL
 AE4087
 AE4087  NAD 83(2007)-  45 03 05.28071(N)    100 19 29.89326(W) AD(2002.00) 0
 AE4087  ELLIP H (02/10/07)  516.884  (m)                       GP(2002.00)    
 AE4087  NAD 83(1996)-  45 03 05.28021(N)    100 19 29.89321(W) AD(       ) A
 AE4087  ELLIP H (06/23/03)  516.878  (m)                       GP(       ) 3 1
 AE4087  NAVD 88             539.29   (m)         1769.3    (f) LEVELING    3  
 AE4087
 AE4087.Superseded values are not recommended for survey control.
 AE4087
 AE4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4087.See file dsdata.pdf to determine how the superseded data were derived.
 AE4087
 AE4087_MARKER: Z = SEE DESCRIPTION
 AE4087_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE4087_STAMPING: 212-205.20 1995
 AE4087_MARK LOGO: NGS
 AE4087_PROJECTION: FLUSH
 AE4087_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE4087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4087+STABILITY: POSITION/ELEVATION WELL
 AE4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4087+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4087_ROD/PIPE-DEPTH: 6.40 meters
 AE4087_SLEEVE-DEPTH  : 1.80 meters
 AE4087
 AE4087  HISTORY     - Date     Condition        Report By
 AE4087  HISTORY     - 1995     MONUMENTED       SDDT
 AE4087  HISTORY     - 19960425 GOOD             NGS
 AE4087  HISTORY     - 20020522 GOOD             SDDT
 AE4087  HISTORY     - 20120620 GOOD             INDIV
 AE4087
 AE4087                          STATION DESCRIPTION
 AE4087
 AE4087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4087'32.9 KM (20.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4087'OF EXENE STREET IN GETTYSBURG, 333.0 M (1092.5 FT) EAST OF MILEPOST
 AE4087'205, 86.9 M (285.1 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND
 AE4087'GATE, 37.9 M (124.3 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.3 M
 AE4087'(4.3 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AE4087'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0
 AE4087'FT) SOUTHWEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AE4087'STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO
 AE4087'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE4087'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AE4087
 AE4087                          STATION RECOVERY (2002)
 AE4087
 AE4087'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE4087'RECOVERED AS DESCRIBED
 AE4087'
 AE4087
 AE4087                          STATION RECOVERY (2012)
 AE4087
 AE4087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4088 ***********************************************************************
 AE4088  DESIGNATION -  212 206.34
 AE4088  PID         -  AE4088
 AE4088  STATE/COUNTY-  SD/DEWEY
 AE4088  COUNTRY     -  US
 AE4088  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4088
 AE4088                         *CURRENT SURVEY CONTROL
 AE4088  ______________________________________________________________________
 AE4088* NAD 83(1986) POSITION- 45 02 23.     (N) 100 18 38.     (W)   SCALED
 AE4088* NAVD 88 ORTHO HEIGHT -   540.268 (meters)     1772.53  (feet) ADJUSTED
 AE4088  ______________________________________________________________________
 AE4088  GEOID HEIGHT    -        -22.435 (meters)                     GEOID18
 AE4088  DYNAMIC HEIGHT  -        540.193 (meters)     1772.28  (feet) COMP
 AE4088  MODELED GRAVITY -    980,462.5   (mgal)                       NAVD 88
 AE4088
 AE4088  VERT ORDER      -  FIRST     CLASS II
 AE4088
 AE4088.The horizontal coordinates were scaled from a map and have
 AE4088.an estimated accuracy of +/- 6 seconds.
 AE4088
 AE4088.The orthometric height was determined by differential leveling and
 AE4088.adjusted by the NATIONAL GEODETIC SURVEY
 AE4088.in July 1998.
 AE4088
 AE4088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4088.GEOID18 height accuracy estimate available here.
 AE4088
 AE4088.Click photographs - Photos may exist for this station.
 AE4088
 AE4088.The dynamic height is computed by dividing the NAVD 88
 AE4088.geopotential number by the normal gravity value computed on the
 AE4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4088.degrees latitude (g = 980.6199 gals.).
 AE4088
 AE4088.The modeled gravity was interpolated from observed gravity values.
 AE4088
 AE4088;                    North         East    Units  Estimated Accuracy
 AE4088;SPC SD N     -   134,100.      575,530.      MT  (+/- 180 meters Scaled)
 AE4088
 AE4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ967881(NAD 83)
 AE4088
 AE4088                          SUPERSEDED SURVEY CONTROL
 AE4088
 AE4088.No superseded survey control is available for this station.
 AE4088
 AE4088_MARKER: DD = SURVEY DISK
 AE4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4088_STAMPING: 212-206.34 1995
 AE4088_MARK LOGO: SDDT
 AE4088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4088+STABILITY: SURFACE MOTION
 AE4088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4088+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4088
 AE4088  HISTORY     - Date     Condition        Report By
 AE4088  HISTORY     - 1995     MONUMENTED       SDDT
 AE4088  HISTORY     - 19960425 GOOD             NGS
 AE4088  HISTORY     - 20120620 GOOD             INDIV
 AE4088
 AE4088                          STATION DESCRIPTION
 AE4088
 AE4088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4088'31.1 KM (19.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4088'OF EXENE STREET IN GETTYSBURG, 546.0 M (1791.3 FT) EAST OF MILEPOST
 AE4088'206, 22.8 M (74.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 6.5 M (21.3
 AE4088'FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, 0.3 M (1.0 FT) ABOVE THE
 AE4088'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND
 AE4088'THE M0NUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4088
 AE4088                          STATION RECOVERY (2012)
 AE4088
 AE4088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4100 ***********************************************************************
 AE4100  DESIGNATION -  212 219.76
 AE4100  PID         -  AE4100
 AE4100  STATE/COUNTY-  SD/POTTER
 AE4100  COUNTRY     -  US
 AE4100  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE4100
 AE4100                         *CURRENT SURVEY CONTROL
 AE4100  ______________________________________________________________________
 AE4100* NAD 83(1986) POSITION- 45 00 50.     (N) 100 04 24.     (W)   SCALED
 AE4100* NAVD 88 ORTHO HEIGHT -   591.770 (meters)     1941.50  (feet) ADJUSTED
 AE4100  ______________________________________________________________________
 AE4100  GEOID HEIGHT    -        -22.535 (meters)                     GEOID18
 AE4100  DYNAMIC HEIGHT  -        591.678 (meters)     1941.20  (feet) COMP
 AE4100  MODELED GRAVITY -    980,441.7   (mgal)                       NAVD 88
 AE4100
 AE4100  VERT ORDER      -  FIRST     CLASS II
 AE4100
 AE4100.The horizontal coordinates were scaled from a map and have
 AE4100.an estimated accuracy of +/- 6 seconds.
 AE4100
 AE4100.The orthometric height was determined by differential leveling and
 AE4100.adjusted by the NATIONAL GEODETIC SURVEY
 AE4100.in July 1998.
 AE4100
 AE4100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4100.GEOID18 height accuracy estimate available here.
 AE4100
 AE4100.Click photographs - Photos may exist for this station.
 AE4100
 AE4100.The dynamic height is computed by dividing the NAVD 88
 AE4100.geopotential number by the normal gravity value computed on the
 AE4100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4100.degrees latitude (g = 980.6199 gals.).
 AE4100
 AE4100.The modeled gravity was interpolated from observed gravity values.
 AE4100
 AE4100;                    North         East    Units  Estimated Accuracy
 AE4100;SPC SD N     -   131,190.      594,220.      MT  (+/- 180 meters Scaled)
 AE4100
 AE4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ154850(NAD 83)
 AE4100
 AE4100                          SUPERSEDED SURVEY CONTROL
 AE4100
 AE4100.No superseded survey control is available for this station.
 AE4100
 AE4100_MARKER: DB = BENCH MARK DISK
 AE4100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4100_STAMPING: 212-219.76
 AE4100_MARK LOGO: SDDT
 AE4100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4100+STABILITY: SURFACE MOTION
 AE4100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4100+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4100
 AE4100  HISTORY     - Date     Condition        Report By
 AE4100  HISTORY     - UNK      MONUMENTED       SDDT
 AE4100  HISTORY     - 19960425 GOOD             NGS
 AE4100  HISTORY     - 20120614 GOOD             INDIV
 AE4100
 AE4100                          STATION DESCRIPTION
 AE4100
 AE4100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4100'9.3 KM (5.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4100'EXENE STREET IN GETTYSBURG, 533.0 M (1748.7 FT) WEST OF MILEPOST 220,
 AE4100'22.2 M (72.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 21.6
 AE4100'M (70.9 FT) NORTH OF THE HIGHWAY CENTER, 3.6 M (11.8 FT) WEST OF A
 AE4100'FENCE CORNER, 2.9 M (9.5 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7
 AE4100'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AE4100'THE GROUND SURFACE.
 AE4100
 AE4100                          STATION RECOVERY (2012)
 AE4100
 AE4100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4101 ***********************************************************************
 AE4101  DESIGNATION -  212 221.72
 AE4101  PID         -  AE4101
 AE4101  STATE/COUNTY-  SD/POTTER
 AE4101  COUNTRY     -  US
 AE4101  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE4101
 AE4101                         *CURRENT SURVEY CONTROL
 AE4101  ______________________________________________________________________
 AE4101* NAD 83(1986) POSITION- 45 00 49.     (N) 100 01 55.     (W)   SCALED
 AE4101* NAVD 88 ORTHO HEIGHT -   622.651 (meters)     2042.81  (feet) ADJUSTED
 AE4101  ______________________________________________________________________
 AE4101  GEOID HEIGHT    -        -22.543 (meters)                     GEOID18
 AE4101  DYNAMIC HEIGHT  -        622.553 (meters)     2042.49  (feet) COMP
 AE4101  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 AE4101
 AE4101  VERT ORDER      -  FIRST     CLASS II
 AE4101
 AE4101.The horizontal coordinates were scaled from a map and have
 AE4101.an estimated accuracy of +/- 6 seconds.
 AE4101
 AE4101.The orthometric height was determined by differential leveling and
 AE4101.adjusted by the NATIONAL GEODETIC SURVEY
 AE4101.in July 1998.
 AE4101
 AE4101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4101.GEOID18 height accuracy estimate available here.
 AE4101
 AE4101.Click photographs - Photos may exist for this station.
 AE4101
 AE4101.The dynamic height is computed by dividing the NAVD 88
 AE4101.geopotential number by the normal gravity value computed on the
 AE4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4101.degrees latitude (g = 980.6199 gals.).
 AE4101
 AE4101.The modeled gravity was interpolated from observed gravity values.
 AE4101
 AE4101;                    North         East    Units  Estimated Accuracy
 AE4101;SPC SD N     -   131,160.      597,480.      MT  (+/- 180 meters Scaled)
 AE4101
 AE4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ186849(NAD 83)
 AE4101
 AE4101                          SUPERSEDED SURVEY CONTROL
 AE4101
 AE4101.No superseded survey control is available for this station.
 AE4101
 AE4101_MARKER: DB = BENCH MARK DISK
 AE4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4101_STAMPING: 212-221.72
 AE4101_MARK LOGO: SDDT
 AE4101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4101+STABILITY: SURFACE MOTION
 AE4101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4101+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1997
 AE4101
 AE4101  HISTORY     - Date     Condition        Report By
 AE4101  HISTORY     - UNK      MONUMENTED       SDDT
 AE4101  HISTORY     - 19960425 GOOD             NGS
 AE4101  HISTORY     - 19970430 GOOD             NGS
 AE4101  HISTORY     - 20120614 POOR             INDIV
 AE4101
 AE4101                          STATION DESCRIPTION
 AE4101
 AE4101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4101'5.0 KM (3.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4101'EXENE STREET IN GETTYSBURG, 461.0 M (1512.5 FT) WEST OF MILEPOST 222,
 AE4101'12.2 M (40.0 FT) NORTH OF THE HIGHWAY CENTER, 5.8 M (19.0 FT) EAST OF
 AE4101'THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT) SOUTH OF A FENCE
 AE4101'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4101'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 AE4101'ABOVE THE GROUND SURFACE.
 AE4101
 AE4101                          STATION RECOVERY (1997)
 AE4101
 AE4101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4101'6.0 KM (3.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4101'EXENE STREET IN GETTYSBURG, 461.0 M (1512.5 FT) WEST OF MILEPOST 222,
 AE4101'12.2 M (40.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) EAST
 AE4101'OF THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT) SOUTH OF A FENCE
 AE4101'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4101'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 AE4101'ABOVE THE GROUND SURFACE.
 AE4101
 AE4101                          STATION RECOVERY (2012)
 AE4101
 AE4101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4101'TOP OF BM GONE. BASE STILL IS IN GROUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4102 ***********************************************************************
 AE4102  DESIGNATION -  212 222.72
 AE4102  PID         -  AE4102
 AE4102  STATE/COUNTY-  SD/POTTER
 AE4102  COUNTRY     -  US
 AE4102  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE4102
 AE4102                         *CURRENT SURVEY CONTROL
 AE4102  ______________________________________________________________________
 AE4102* NAD 83(1986) POSITION- 45 00 49.     (N) 100 00 42.     (W)   SCALED
 AE4102* NAVD 88 ORTHO HEIGHT -   628.032 (meters)     2060.47  (feet) ADJUSTED
 AE4102  ______________________________________________________________________
 AE4102  GEOID HEIGHT    -        -22.545 (meters)                     GEOID18
 AE4102  DYNAMIC HEIGHT  -        627.933 (meters)     2060.14  (feet) COMP
 AE4102  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 AE4102
 AE4102  VERT ORDER      -  FIRST     CLASS II
 AE4102
 AE4102.The horizontal coordinates were scaled from a map and have
 AE4102.an estimated accuracy of +/- 6 seconds.
 AE4102
 AE4102.The orthometric height was determined by differential leveling and
 AE4102.adjusted by the NATIONAL GEODETIC SURVEY
 AE4102.in July 1998.
 AE4102
 AE4102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4102.GEOID18 height accuracy estimate available here.
 AE4102
 AE4102.Click photographs - Photos may exist for this station.
 AE4102
 AE4102.The dynamic height is computed by dividing the NAVD 88
 AE4102.geopotential number by the normal gravity value computed on the
 AE4102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4102.degrees latitude (g = 980.6199 gals.).
 AE4102
 AE4102.The modeled gravity was interpolated from observed gravity values.
 AE4102
 AE4102;                    North         East    Units  Estimated Accuracy
 AE4102;SPC SD N     -   131,160.      599,080.      MT  (+/- 180 meters Scaled)
 AE4102
 AE4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ202849(NAD 83)
 AE4102
 AE4102                          SUPERSEDED SURVEY CONTROL
 AE4102
 AE4102.No superseded survey control is available for this station.
 AE4102
 AE4102_MARKER: DB = BENCH MARK DISK
 AE4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4102_STAMPING: 212-222.72
 AE4102_MARK LOGO: SDDT
 AE4102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4102+STABILITY: SURFACE MOTION
 AE4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4102+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4102
 AE4102  HISTORY     - Date     Condition        Report By
 AE4102  HISTORY     - UNK      MONUMENTED       SDDT
 AE4102  HISTORY     - 19960425 GOOD             NGS
 AE4102  HISTORY     - 19970430 GOOD             NGS
 AE4102  HISTORY     - 20110719 GOOD             WOOLPT
 AE4102  HISTORY     - 20120614 GOOD             INDIV
 AE4102
 AE4102                          STATION DESCRIPTION
 AE4102
 AE4102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4102'4.4 KM (2.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4102'EXENE STREET IN GETTYSBURG, 459.0 M (1505.9 FT) WEST OF MILEPOST 223,
 AE4102'24.9 M (81.7 FT) WEST OF THE CENTER OF A DRIVEWAY, 20.9 M (68.6 FT)
 AE4102'NORTH OF THE HIGHWAY CENTER, 5.1 M (16.7 FT) EAST OF A UTILITY POLE
 AE4102'WITH A GUY CABLE, 2.2 M (7.2 FT) WEST OF A FENCE CORNER, 0.3 M (1.0
 AE4102'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AE4102'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4102
 AE4102                          STATION RECOVERY (1997)
 AE4102
 AE4102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4102'4.4 KM (2.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4102'EXENE STREET IN GETTYSBURG, 459.0 M (1505.9 FT) WEST OF MILEPOST 223,
 AE4102'24.9 M (81.7 FT) WEST OF THE CENTER OF A DRIVEWAY, 20.9 M (68.6 FT)
 AE4102'NORTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT) EAST OF A UTILITY
 AE4102'POLE WITH A GUY CABLE, 2.2 M (7.2 FT) WEST OF A FENCE CORNER, 0.3 M
 AE4102'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AE4102'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4102'SURFACE.
 AE4102
 AE4102                          STATION RECOVERY (2011)
 AE4102
 AE4102'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 AE4102'RECOVERED IN GOOD CONDITION.
 AE4102
 AE4102                          STATION RECOVERY (2012)
 AE4102
 AE4102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4104 ***********************************************************************
 AE4104  DESIGNATION -  212 224.75
 AE4104  PID         -  AE4104
 AE4104  STATE/COUNTY-  SD/POTTER
 AE4104  COUNTRY     -  US
 AE4104  USGS QUAD   -  GETTYSBURG (2017)
 AE4104
 AE4104                         *CURRENT SURVEY CONTROL
 AE4104  ______________________________________________________________________
 AE4104* NAD 83(1986) POSITION- 45 00 49.     (N) 099 58 11.     (W)   SCALED
 AE4104* NAVD 88 ORTHO HEIGHT -   640.844 (meters)     2102.50  (feet) ADJUSTED
 AE4104  ______________________________________________________________________
 AE4104  GEOID HEIGHT    -        -22.550 (meters)                     GEOID18
 AE4104  DYNAMIC HEIGHT  -        640.747 (meters)     2102.18  (feet) COMP
 AE4104  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 AE4104
 AE4104  VERT ORDER      -  FIRST     CLASS II
 AE4104
 AE4104.The horizontal coordinates were scaled from a map and have
 AE4104.an estimated accuracy of +/- 6 seconds.
 AE4104
 AE4104.The orthometric height was determined by differential leveling and
 AE4104.adjusted by the NATIONAL GEODETIC SURVEY
 AE4104.in July 1998.
 AE4104
 AE4104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4104.GEOID18 height accuracy estimate available here.
 AE4104
 AE4104.Click photographs - Photos may exist for this station.
 AE4104
 AE4104.The dynamic height is computed by dividing the NAVD 88
 AE4104.geopotential number by the normal gravity value computed on the
 AE4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4104.degrees latitude (g = 980.6199 gals.).
 AE4104
 AE4104.The modeled gravity was interpolated from observed gravity values.
 AE4104
 AE4104;                    North         East    Units  Estimated Accuracy
 AE4104;SPC SD N     -   131,160.      602,390.      MT  (+/- 180 meters Scaled)
 AE4104
 AE4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ235849(NAD 83)
 AE4104
 AE4104                          SUPERSEDED SURVEY CONTROL
 AE4104
 AE4104.No superseded survey control is available for this station.
 AE4104
 AE4104_MARKER: DD = SURVEY DISK
 AE4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4104_STAMPING: 212-224.75
 AE4104_MARK LOGO: SDDT
 AE4104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4104+STABILITY: SURFACE MOTION
 AE4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4104+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4104
 AE4104  HISTORY     - Date     Condition        Report By
 AE4104  HISTORY     - UNK      MONUMENTED       SDDT
 AE4104  HISTORY     - 19960425 GOOD             NGS
 AE4104  HISTORY     - 20120614 GOOD             INDIV
 AE4104
 AE4104                          STATION DESCRIPTION
 AE4104
 AE4104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4104'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4104'EXENE STREET IN GETTYSBURG, 403.0 M (1322.2 FT) WEST OF MILEPOST 225,
 AE4104'15.0 M (49.2 FT) NORTH OF THE HIGHWAY CENTER, 7.8 M (25.6 FT) SOUTH OF
 AE4104'A UTILITY POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AE4104'(1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M
 AE4104'(1.0 FT) BELOW THE GROUND SURFACE.
 AE4104
 AE4104                          STATION RECOVERY (2012)
 AE4104
 AE4104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4144 ***********************************************************************
 AE4144  DESIGNATION -  212 269.70
 AE4144  PID         -  AE4144
 AE4144  STATE/COUNTY-  SD/FAULK
 AE4144  COUNTRY     -  US
 AE4144  USGS QUAD   -  FAULKTON EAST (2017)
 AE4144
 AE4144                         *CURRENT SURVEY CONTROL
 AE4144  ______________________________________________________________________
 AE4144* NAD 83(1986) POSITION- 45 02 05.     (N) 099 04 21.     (W)   SCALED
 AE4144* NAVD 88 ORTHO HEIGHT -   465.684 (meters)     1527.83  (feet) ADJUSTED
 AE4144  ______________________________________________________________________
 AE4144  GEOID HEIGHT    -        -23.676 (meters)                     GEOID18
 AE4144  DYNAMIC HEIGHT  -        465.625 (meters)     1527.64  (feet) COMP
 AE4144  MODELED GRAVITY -    980,475.2   (mgal)                       NAVD 88
 AE4144
 AE4144  VERT ORDER      -  FIRST     CLASS II
 AE4144
 AE4144.The horizontal coordinates were scaled from a map and have
 AE4144.an estimated accuracy of +/- 6 seconds.
 AE4144
 AE4144.The orthometric height was determined by differential leveling and
 AE4144.adjusted by the NATIONAL GEODETIC SURVEY
 AE4144.in July 1998.
 AE4144
 AE4144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4144.GEOID18 height accuracy estimate available here.
 AE4144
 AE4144.Click photographs - Photos may exist for this station.
 AE4144
 AE4144.The dynamic height is computed by dividing the NAVD 88
 AE4144.geopotential number by the normal gravity value computed on the
 AE4144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4144.degrees latitude (g = 980.6199 gals.).
 AE4144
 AE4144.The modeled gravity was interpolated from observed gravity values.
 AE4144
 AE4144;                    North         East    Units  Estimated Accuracy
 AE4144;SPC SD N     -   133,920.      673,080.      MT  (+/- 180 meters Scaled)
 AE4144
 AE4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ942868(NAD 83)
 AE4144
 AE4144                          SUPERSEDED SURVEY CONTROL
 AE4144
 AE4144.No superseded survey control is available for this station.
 AE4144
 AE4144_MARKER: DB = BENCH MARK DISK
 AE4144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4144_STAMPING: 212-269.70
 AE4144_MARK LOGO: SDDT
 AE4144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4144+STABILITY: SURFACE MOTION
 AE4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4144+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4144
 AE4144  HISTORY     - Date     Condition        Report By
 AE4144  HISTORY     - UNK      MONUMENTED       SDDT
 AE4144  HISTORY     - 19960602 GOOD             NGS
 AE4144
 AE4144                          STATION DESCRIPTION
 AE4144
 AE4144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4144'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4144'IN FAULKTON, 473.0 M (1551.8 FT) WEST OF MILEPOST 270, 23.6 M (77.4
 AE4144'FT) NORTH OF THE HIGHWAY CENTERLINE, 21.1 M (69.2 FT) NORTHEAST OF THE
 AE4144'NORTH LEG OF A HIGHWAY INFORMATION SIGN, 1.8 M (5.9 FT) BELOW THE
 AE4144'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M
 AE4144'(0.7 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4144'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4145 ***********************************************************************
 AE4145  DESIGNATION -  212 270.70
 AE4145  PID         -  AE4145
 AE4145  STATE/COUNTY-  SD/FAULK
 AE4145  COUNTRY     -  US
 AE4145  USGS QUAD   -  FAULKTON EAST (2017)
 AE4145
 AE4145                         *CURRENT SURVEY CONTROL
 AE4145  ______________________________________________________________________
 AE4145* NAD 83(1986) POSITION- 45 02 06.     (N) 099 03 10.     (W)   SCALED
 AE4145* NAVD 88 ORTHO HEIGHT -   461.298 (meters)     1513.44  (feet) ADJUSTED
 AE4145  ______________________________________________________________________
 AE4145  GEOID HEIGHT    -        -23.701 (meters)                     GEOID18
 AE4145  DYNAMIC HEIGHT  -        461.240 (meters)     1513.25  (feet) COMP
 AE4145  MODELED GRAVITY -    980,477.6   (mgal)                       NAVD 88
 AE4145
 AE4145  VERT ORDER      -  FIRST     CLASS II
 AE4145
 AE4145.The horizontal coordinates were scaled from a map and have
 AE4145.an estimated accuracy of +/- 6 seconds.
 AE4145
 AE4145.The orthometric height was determined by differential leveling and
 AE4145.adjusted by the NATIONAL GEODETIC SURVEY
 AE4145.in July 1998.
 AE4145
 AE4145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4145.GEOID18 height accuracy estimate available here.
 AE4145
 AE4145.Click photographs - Photos may exist for this station.
 AE4145
 AE4145.The dynamic height is computed by dividing the NAVD 88
 AE4145.geopotential number by the normal gravity value computed on the
 AE4145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4145.degrees latitude (g = 980.6199 gals.).
 AE4145
 AE4145.The modeled gravity was interpolated from observed gravity values.
 AE4145
 AE4145;                    North         East    Units  Estimated Accuracy
 AE4145;SPC SD N     -   133,970.      674,630.      MT  (+/- 180 meters Scaled)
 AE4145
 AE4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ958868(NAD 83)
 AE4145
 AE4145                          SUPERSEDED SURVEY CONTROL
 AE4145
 AE4145.No superseded survey control is available for this station.
 AE4145
 AE4145_MARKER: DB = BENCH MARK DISK
 AE4145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4145_STAMPING: 212-270.70
 AE4145_MARK LOGO: SDDT
 AE4145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4145+STABILITY: SURFACE MOTION
 AE4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4145+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4145
 AE4145  HISTORY     - Date     Condition        Report By
 AE4145  HISTORY     - UNK      MONUMENTED       SDDT
 AE4145  HISTORY     - 19960602 GOOD             NGS
 AE4145
 AE4145                          STATION DESCRIPTION
 AE4145
 AE4145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4145'5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4145'IN FAULKTON, 487.0 M (1597.8 FT) WEST OF MILEPOST 271, 23.1 M (75.8
 AE4145'FT) NORTH OF THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT) WEST OF THE
 AE4145'CENTER OF A FIELD ENTRANCE AND GATE, 1.4 M (4.6 FT) BELOW THE LEVEL OF
 AE4145'THE HIGHWAY, 0.8 M (2.6 FT) WEST OF THE WEST END OF 3 BRACED FENCE
 AE4145'POSTS, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF
 AE4145'A FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AE4145'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4146 ***********************************************************************
 AE4146  DESIGNATION -  212 271.70
 AE4146  PID         -  AE4146
 AE4146  STATE/COUNTY-  SD/FAULK
 AE4146  COUNTRY     -  US
 AE4146  USGS QUAD   -  FAULKTON EAST (2017)
 AE4146
 AE4146                         *CURRENT SURVEY CONTROL
 AE4146  ______________________________________________________________________
 AE4146* NAD 83(1986) POSITION- 45 02 07.     (N) 099 01 57.     (W)   SCALED
 AE4146* NAVD 88 ORTHO HEIGHT -   458.231 (meters)     1503.38  (feet) ADJUSTED
 AE4146  ______________________________________________________________________
 AE4146  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 AE4146  DYNAMIC HEIGHT  -        458.175 (meters)     1503.20  (feet) COMP
 AE4146  MODELED GRAVITY -    980,480.1   (mgal)                       NAVD 88
 AE4146
 AE4146  VERT ORDER      -  FIRST     CLASS II
 AE4146
 AE4146.The horizontal coordinates were scaled from a map and have
 AE4146.an estimated accuracy of +/- 6 seconds.
 AE4146
 AE4146.The orthometric height was determined by differential leveling and
 AE4146.adjusted by the NATIONAL GEODETIC SURVEY
 AE4146.in July 1998.
 AE4146
 AE4146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4146.GEOID18 height accuracy estimate available here.
 AE4146
 AE4146.Click photographs - Photos may exist for this station.
 AE4146
 AE4146.The dynamic height is computed by dividing the NAVD 88
 AE4146.geopotential number by the normal gravity value computed on the
 AE4146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4146.degrees latitude (g = 980.6199 gals.).
 AE4146
 AE4146.The modeled gravity was interpolated from observed gravity values.
 AE4146
 AE4146;                    North         East    Units  Estimated Accuracy
 AE4146;SPC SD N     -   134,020.      676,230.      MT  (+/- 180 meters Scaled)
 AE4146
 AE4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ974868(NAD 83)
 AE4146
 AE4146                          SUPERSEDED SURVEY CONTROL
 AE4146
 AE4146.No superseded survey control is available for this station.
 AE4146
 AE4146_MARKER: DB = BENCH MARK DISK
 AE4146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4146_STAMPING: 212-271.70
 AE4146_MARK LOGO: SDDT
 AE4146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4146+STABILITY: SURFACE MOTION
 AE4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4146+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4146
 AE4146  HISTORY     - Date     Condition        Report By
 AE4146  HISTORY     - UNK      MONUMENTED       SDDT
 AE4146  HISTORY     - 19960602 GOOD             NGS
 AE4146
 AE4146                          STATION DESCRIPTION
 AE4146
 AE4146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4146'7.3 KM (4.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4146'IN FAULKTON, 455.0 M (1492.8 FT) WEST OF MILEPOST 272, 23.1 M (75.8
 AE4146'FT) NORTH OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT) EAST OF THE
 AE4146'CENTER OF A FIELD ENTRANCE AND GATE, 0.9 M (3.0 FT) BELOW THE LEVEL OF
 AE4146'THE HIGHWAY, 0.5 M (1.6 FT) EAST OF THE EAST END OF 3 BRACED FENCE
 AE4146'POSTS, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF
 AE4146'A FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AE4146'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4148 ***********************************************************************
 AE4148  DESIGNATION -  212 273.20
 AE4148  PID         -  AE4148
 AE4148  STATE/COUNTY-  SD/FAULK
 AE4148  COUNTRY     -  US
 AE4148  USGS QUAD   -  FAULKTON EAST (2017)
 AE4148
 AE4148                         *CURRENT SURVEY CONTROL
 AE4148  ______________________________________________________________________
 AE4148* NAD 83(1986) POSITION- 45 01 11.     (N) 099 01 18.     (W)   SCALED
 AE4148* NAVD 88 ORTHO HEIGHT -   456.007 (meters)     1496.08  (feet) ADJUSTED
 AE4148  ______________________________________________________________________
 AE4148  GEOID HEIGHT    -        -23.757 (meters)                     GEOID18
 AE4148  DYNAMIC HEIGHT  -        455.951 (meters)     1495.90  (feet) COMP
 AE4148  MODELED GRAVITY -    980,480.3   (mgal)                       NAVD 88
 AE4148
 AE4148  VERT ORDER      -  FIRST     CLASS II
 AE4148
 AE4148.The horizontal coordinates were scaled from a map and have
 AE4148.an estimated accuracy of +/- 6 seconds.
 AE4148
 AE4148.The orthometric height was determined by differential leveling and
 AE4148.adjusted by the NATIONAL GEODETIC SURVEY
 AE4148.in July 1998.
 AE4148
 AE4148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4148.GEOID18 height accuracy estimate available here.
 AE4148
 AE4148.Click photographs - Photos may exist for this station.
 AE4148
 AE4148.The dynamic height is computed by dividing the NAVD 88
 AE4148.geopotential number by the normal gravity value computed on the
 AE4148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4148.degrees latitude (g = 980.6199 gals.).
 AE4148
 AE4148.The modeled gravity was interpolated from observed gravity values.
 AE4148
 AE4148;                    North         East    Units  Estimated Accuracy
 AE4148;SPC SD N     -   132,300.      677,110.      MT  (+/- 180 meters Scaled)
 AE4148
 AE4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982851(NAD 83)
 AE4148
 AE4148                          SUPERSEDED SURVEY CONTROL
 AE4148
 AE4148.No superseded survey control is available for this station.
 AE4148
 AE4148_MARKER: DB = BENCH MARK DISK
 AE4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4148_STAMPING: 212-273.20
 AE4148_MARK LOGO: SDDT
 AE4148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4148+STABILITY: SURFACE MOTION
 AE4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4148+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4148
 AE4148  HISTORY     - Date     Condition        Report By
 AE4148  HISTORY     - UNK      MONUMENTED       SDDT
 AE4148  HISTORY     - 19960602 GOOD             NGS
 AE4148
 AE4148                          STATION DESCRIPTION
 AE4148
 AE4148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4148'9.5 KM (5.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4148'IN FAULKTON, 322.0 M (1056.4 FT) EAST OF MILEPOST 273, 93.0 M (305.1
 AE4148'FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 22.0 M (72.2 FT) EAST OF
 AE4148'THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE4148'0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE4148'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4150 ***********************************************************************
 AE4150  DESIGNATION -  212 276.21
 AE4150  PID         -  AE4150
 AE4150  STATE/COUNTY-  SD/FAULK
 AE4150  COUNTRY     -  US
 AE4150  USGS QUAD   -  ORIENT (2017)
 AE4150
 AE4150                         *CURRENT SURVEY CONTROL
 AE4150  ______________________________________________________________________
 AE4150* NAD 83(1986) POSITION- 44 58 37.     (N) 099 01 20.     (W)   SCALED
 AE4150* NAVD 88 ORTHO HEIGHT -   450.799 (meters)     1479.00  (feet) ADJUSTED
 AE4150  ______________________________________________________________________
 AE4150  GEOID HEIGHT    -        -23.798 (meters)                     GEOID18
 AE4150  DYNAMIC HEIGHT  -        450.743 (meters)     1478.81  (feet) COMP
 AE4150  MODELED GRAVITY -    980,479.1   (mgal)                       NAVD 88
 AE4150
 AE4150  VERT ORDER      -  FIRST     CLASS II
 AE4150
 AE4150.The horizontal coordinates were scaled from a map and have
 AE4150.an estimated accuracy of +/- 6 seconds.
 AE4150
 AE4150.The orthometric height was determined by differential leveling and
 AE4150.adjusted by the NATIONAL GEODETIC SURVEY
 AE4150.in July 1998.
 AE4150
 AE4150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4150.GEOID18 height accuracy estimate available here.
 AE4150
 AE4150.Click photographs - Photos may exist for this station.
 AE4150
 AE4150.The dynamic height is computed by dividing the NAVD 88
 AE4150.geopotential number by the normal gravity value computed on the
 AE4150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4150.degrees latitude (g = 980.6199 gals.).
 AE4150
 AE4150.The modeled gravity was interpolated from observed gravity values.
 AE4150
 AE4150;                    North         East    Units  Estimated Accuracy
 AE4150;SPC SD N     -   127,550.      677,120.      MT  (+/- 180 meters Scaled)
 AE4150
 AE4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982803(NAD 83)
 AE4150
 AE4150                          SUPERSEDED SURVEY CONTROL
 AE4150
 AE4150.No superseded survey control is available for this station.
 AE4150
 AE4150_MARKER: DB = BENCH MARK DISK
 AE4150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4150_STAMPING: 212-276.21
 AE4150_MARK LOGO: SDDT
 AE4150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4150+STABILITY: SURFACE MOTION
 AE4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4150+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4150
 AE4150  HISTORY     - Date     Condition        Report By
 AE4150  HISTORY     - UNK      MONUMENTED       SDDT
 AE4150  HISTORY     - 19960602 GOOD             NGS
 AE4150
 AE4150                          STATION DESCRIPTION
 AE4150
 AE4150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4150'14.3 KM (8.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4150'IN FAULKTON, 328.0 M (1076.1 FT) EAST OF MILEPOST 276, 22.8 M (74.8
 AE4150'FT) EAST OF THE HIGHWAY CENTERLINE, 9.7 M (31.8 FT) SOUTH OF THE
 AE4150'CENTER OF A FIELD ENTRANCE AND GATE, 3.4 M (11.2 FT) SOUTH OF A GATE
 AE4150'POST, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AE4150'WEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE
 AE4150'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4151 ***********************************************************************
 AE4151  DESIGNATION -  212 277.20
 AE4151  PID         -  AE4151
 AE4151  STATE/COUNTY-  SD/FAULK
 AE4151  COUNTRY     -  US
 AE4151  USGS QUAD   -  ORIENT (2017)
 AE4151
 AE4151                         *CURRENT SURVEY CONTROL
 AE4151  ______________________________________________________________________
 AE4151* NAD 83(1986) POSITION- 44 57 44.     (N) 099 01 19.     (W)   SCALED
 AE4151* NAVD 88 ORTHO HEIGHT -   457.779 (meters)     1501.90  (feet) ADJUSTED
 AE4151  ______________________________________________________________________
 AE4151  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AE4151  DYNAMIC HEIGHT  -        457.722 (meters)     1501.71  (feet) COMP
 AE4151  MODELED GRAVITY -    980,477.2   (mgal)                       NAVD 88
 AE4151
 AE4151  VERT ORDER      -  FIRST     CLASS II
 AE4151
 AE4151.The horizontal coordinates were scaled from a map and have
 AE4151.an estimated accuracy of +/- 6 seconds.
 AE4151
 AE4151.The orthometric height was determined by differential leveling and
 AE4151.adjusted by the NATIONAL GEODETIC SURVEY
 AE4151.in July 1998.
 AE4151
 AE4151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4151.GEOID18 height accuracy estimate available here.
 AE4151
 AE4151.Click photographs - Photos may exist for this station.
 AE4151
 AE4151.The dynamic height is computed by dividing the NAVD 88
 AE4151.geopotential number by the normal gravity value computed on the
 AE4151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4151.degrees latitude (g = 980.6199 gals.).
 AE4151
 AE4151.The modeled gravity was interpolated from observed gravity values.
 AE4151
 AE4151;                    North         East    Units  Estimated Accuracy
 AE4151;SPC SD N     -   125,910.      677,160.      MT  (+/- 180 meters Scaled)
 AE4151
 AE4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982787(NAD 83)
 AE4151
 AE4151                          SUPERSEDED SURVEY CONTROL
 AE4151
 AE4151.No superseded survey control is available for this station.
 AE4151
 AE4151_MARKER: DB = BENCH MARK DISK
 AE4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4151_STAMPING: 212-277.20
 AE4151_MARK LOGO: SDDT
 AE4151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4151+STABILITY: SURFACE MOTION
 AE4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4151+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4151
 AE4151  HISTORY     - Date     Condition        Report By
 AE4151  HISTORY     - UNK      MONUMENTED       SDDT
 AE4151  HISTORY     - 19960602 GOOD             NGS
 AE4151
 AE4151                          STATION DESCRIPTION
 AE4151
 AE4151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4151'15.9 KM (9.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4151'IN FAULKTON, 323.0 M (1059.7 FT) EAST OF MILEPOST 277, 23.4 M (76.8
 AE4151'FT) EAST OF THE HIGHWAY CENTERLINE, 12.0 M (39.4 FT) NORTH OF THE
 AE4151'CENTER OF A FIELD ENTRANCE AND GATE, 5.8 M (19.0 FT) NORTH OF A GATE
 AE4151'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4151'WEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 AE4151'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4152 ***********************************************************************
 AE4152  DESIGNATION -  212 278.20
 AE4152  PID         -  AE4152
 AE4152  STATE/COUNTY-  SD/FAULK
 AE4152  COUNTRY     -  US
 AE4152  USGS QUAD   -  ORIENT (2017)
 AE4152
 AE4152                         *CURRENT SURVEY CONTROL
 AE4152  ______________________________________________________________________
 AE4152* NAD 83(1986) POSITION- 44 56 53.     (N) 099 01 19.     (W)   SCALED
 AE4152* NAVD 88 ORTHO HEIGHT -   456.856 (meters)     1498.87  (feet) ADJUSTED
 AE4152  ______________________________________________________________________
 AE4152  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 AE4152  DYNAMIC HEIGHT  -        456.798 (meters)     1498.68  (feet) COMP
 AE4152  MODELED GRAVITY -    980,475.0   (mgal)                       NAVD 88
 AE4152
 AE4152  VERT ORDER      -  FIRST     CLASS II
 AE4152
 AE4152.The horizontal coordinates were scaled from a map and have
 AE4152.an estimated accuracy of +/- 6 seconds.
 AE4152
 AE4152.The orthometric height was determined by differential leveling and
 AE4152.adjusted by the NATIONAL GEODETIC SURVEY
 AE4152.in July 1998.
 AE4152
 AE4152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4152.GEOID18 height accuracy estimate available here.
 AE4152
 AE4152.Click photographs - Photos may exist for this station.
 AE4152
 AE4152.The dynamic height is computed by dividing the NAVD 88
 AE4152.geopotential number by the normal gravity value computed on the
 AE4152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4152.degrees latitude (g = 980.6199 gals.).
 AE4152
 AE4152.The modeled gravity was interpolated from observed gravity values.
 AE4152
 AE4152;                    North         East    Units  Estimated Accuracy
 AE4152;SPC SD N     -   124,340.      677,180.      MT  (+/- 180 meters Scaled)
 AE4152
 AE4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982771(NAD 83)
 AE4152
 AE4152                          SUPERSEDED SURVEY CONTROL
 AE4152
 AE4152.No superseded survey control is available for this station.
 AE4152
 AE4152_MARKER: DB = BENCH MARK DISK
 AE4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4152_STAMPING: 212-278.20
 AE4152_MARK LOGO: SDDT
 AE4152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4152+STABILITY: SURFACE MOTION
 AE4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4152+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4152
 AE4152  HISTORY     - Date     Condition        Report By
 AE4152  HISTORY     - UNK      MONUMENTED       SDDT
 AE4152  HISTORY     - 19960602 GOOD             NGS
 AE4152
 AE4152                          STATION DESCRIPTION
 AE4152
 AE4152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4152'17.5 KM (10.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4152'OFFICE IN FAULKTON, 325.0 M (1066.3 FT) EAST OF MILEPOST 278, 59.0 M
 AE4152'(193.6 FT) SOUTH OF BENCH MARK N 80 RESET, 28.3 M (92.8 FT) EAST OF
 AE4152'THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT) NORTH OF THE CENTER OF A FIELD
 AE4152'ENTRANCE AND GATE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3
 AE4152'M (1.0 FT) WEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS
 AE4152'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4153 ***********************************************************************
 AE4153  DESIGNATION -  212 279.22
 AE4153  PID         -  AE4153
 AE4153  STATE/COUNTY-  SD/FAULK
 AE4153  COUNTRY     -  US
 AE4153  USGS QUAD   -  ORIENT (2017)
 AE4153
 AE4153                         *CURRENT SURVEY CONTROL
 AE4153  ______________________________________________________________________
 AE4153* NAD 83(1986) POSITION- 44 56 01.     (N) 099 01 19.     (W)   SCALED
 AE4153* NAVD 88 ORTHO HEIGHT -   457.295 (meters)     1500.31  (feet) ADJUSTED
 AE4153  ______________________________________________________________________
 AE4153  GEOID HEIGHT    -        -23.876 (meters)                     GEOID18
 AE4153  DYNAMIC HEIGHT  -        457.235 (meters)     1500.11  (feet) COMP
 AE4153  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 AE4153
 AE4153  VERT ORDER      -  FIRST     CLASS II
 AE4153
 AE4153.The horizontal coordinates were scaled from a map and have
 AE4153.an estimated accuracy of +/- 6 seconds.
 AE4153
 AE4153.The orthometric height was determined by differential leveling and
 AE4153.adjusted by the NATIONAL GEODETIC SURVEY
 AE4153.in July 1998.
 AE4153
 AE4153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4153.GEOID18 height accuracy estimate available here.
 AE4153
 AE4153.Click photographs - Photos may exist for this station.
 AE4153
 AE4153.The dynamic height is computed by dividing the NAVD 88
 AE4153.geopotential number by the normal gravity value computed on the
 AE4153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4153.degrees latitude (g = 980.6199 gals.).
 AE4153
 AE4153.The modeled gravity was interpolated from observed gravity values.
 AE4153
 AE4153;                    North         East    Units  Estimated Accuracy
 AE4153;SPC SD N     -   122,730.      677,200.      MT  (+/- 180 meters Scaled)
 AE4153
 AE4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982755(NAD 83)
 AE4153
 AE4153                          SUPERSEDED SURVEY CONTROL
 AE4153
 AE4153.No superseded survey control is available for this station.
 AE4153
 AE4153_MARKER: DB = BENCH MARK DISK
 AE4153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4153_STAMPING: 212-279.22
 AE4153_MARK LOGO: SDDT
 AE4153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4153+STABILITY: SURFACE MOTION
 AE4153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4153+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4153
 AE4153  HISTORY     - Date     Condition        Report By
 AE4153  HISTORY     - UNK      MONUMENTED       SDDT
 AE4153  HISTORY     - 19960602 GOOD             NGS
 AE4153
 AE4153                          STATION DESCRIPTION
 AE4153
 AE4153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4153'19.2 KM (11.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4153'OFFICE IN FAULKTON, 338.0 M (1108.9 FT) EAST OF MILEPOST 279, 22.7 M
 AE4153'(74.5 FT) EAST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE
 AE4153'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A FENCE, 0.2 M (0.7 FT)
 AE4153'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4153'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4154 ***********************************************************************
 AE4154  DESIGNATION -  212 280.22
 AE4154  PID         -  AE4154
 AE4154  STATE/COUNTY-  SD/FAULK
 AE4154  COUNTRY     -  US
 AE4154  USGS QUAD   -  ORIENT (2017)
 AE4154
 AE4154                         *CURRENT SURVEY CONTROL
 AE4154  ______________________________________________________________________
 AE4154* NAD 83(1986) POSITION- 44 55 09.     (N) 099 01 21.     (W)   SCALED
 AE4154* NAVD 88 ORTHO HEIGHT -   457.709 (meters)     1501.67  (feet) ADJUSTED
 AE4154  ______________________________________________________________________
 AE4154  GEOID HEIGHT    -        -23.904 (meters)                     GEOID18
 AE4154  DYNAMIC HEIGHT  -        457.648 (meters)     1501.47  (feet) COMP
 AE4154  MODELED GRAVITY -    980,470.0   (mgal)                       NAVD 88
 AE4154
 AE4154  VERT ORDER      -  FIRST     CLASS II
 AE4154
 AE4154.The horizontal coordinates were scaled from a map and have
 AE4154.an estimated accuracy of +/- 6 seconds.
 AE4154
 AE4154.The orthometric height was determined by differential leveling and
 AE4154.adjusted by the NATIONAL GEODETIC SURVEY
 AE4154.in July 1998.
 AE4154
 AE4154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4154.GEOID18 height accuracy estimate available here.
 AE4154
 AE4154.Click photographs - Photos may exist for this station.
 AE4154
 AE4154.The dynamic height is computed by dividing the NAVD 88
 AE4154.geopotential number by the normal gravity value computed on the
 AE4154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4154.degrees latitude (g = 980.6199 gals.).
 AE4154
 AE4154.The modeled gravity was interpolated from observed gravity values.
 AE4154
 AE4154;                    North         East    Units  Estimated Accuracy
 AE4154;SPC SD N     -   121,130.      677,180.      MT  (+/- 180 meters Scaled)
 AE4154
 AE4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982739(NAD 83)
 AE4154
 AE4154                          SUPERSEDED SURVEY CONTROL
 AE4154
 AE4154.No superseded survey control is available for this station.
 AE4154
 AE4154_MARKER: DB = BENCH MARK DISK
 AE4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4154_STAMPING: 212-280.22
 AE4154_MARK LOGO: SDDT
 AE4154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4154+STABILITY: SURFACE MOTION
 AE4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4154+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4154
 AE4154  HISTORY     - Date     Condition        Report By
 AE4154  HISTORY     - UNK      MONUMENTED       SDDT
 AE4154  HISTORY     - 19960602 GOOD             NGS
 AE4154
 AE4154                          STATION DESCRIPTION
 AE4154
 AE4154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4154'20.8 KM (12.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4154'OFFICE IN FAULKTON, 342.0 M (1122.0 FT) EAST OF MILEPOST 280, 23.0 M
 AE4154'(75.5 FT) EAST OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) NORTH OF THE
 AE4154'CENTER OF A FIELD ENTRANCE AND GATE, 1.3 M (4.3 FT) NORTH OF A GATE
 AE4154'POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AE4154'WEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE
 AE4154'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4155 ***********************************************************************
 AE4155  DESIGNATION -  212 281.23
 AE4155  PID         -  AE4155
 AE4155  STATE/COUNTY-  SD/FAULK
 AE4155  COUNTRY     -  US
 AE4155  USGS QUAD   -  ORIENT (2017)
 AE4155
 AE4155                         *CURRENT SURVEY CONTROL
 AE4155  ______________________________________________________________________
 AE4155* NAD 83(1986) POSITION- 44 54 16.     (N) 099 01 20.     (W)   SCALED
 AE4155* NAVD 88 ORTHO HEIGHT -   459.216 (meters)     1506.61  (feet) ADJUSTED
 AE4155  ______________________________________________________________________
 AE4155  GEOID HEIGHT    -        -23.933 (meters)                     GEOID18
 AE4155  DYNAMIC HEIGHT  -        459.154 (meters)     1506.41  (feet) COMP
 AE4155  MODELED GRAVITY -    980,467.5   (mgal)                       NAVD 88
 AE4155
 AE4155  VERT ORDER      -  FIRST     CLASS II
 AE4155
 AE4155.The horizontal coordinates were scaled from a map and have
 AE4155.an estimated accuracy of +/- 6 seconds.
 AE4155
 AE4155.The orthometric height was determined by differential leveling and
 AE4155.adjusted by the NATIONAL GEODETIC SURVEY
 AE4155.in July 1998.
 AE4155
 AE4155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4155.GEOID18 height accuracy estimate available here.
 AE4155
 AE4155.Click photographs - Photos may exist for this station.
 AE4155
 AE4155.The dynamic height is computed by dividing the NAVD 88
 AE4155.geopotential number by the normal gravity value computed on the
 AE4155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4155.degrees latitude (g = 980.6199 gals.).
 AE4155
 AE4155.The modeled gravity was interpolated from observed gravity values.
 AE4155
 AE4155;                    North         East    Units  Estimated Accuracy
 AE4155;SPC SD N     -   119,490.      677,220.      MT  (+/- 180 meters Scaled)
 AE4155
 AE4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982723(NAD 83)
 AE4155
 AE4155                          SUPERSEDED SURVEY CONTROL
 AE4155
 AE4155.No superseded survey control is available for this station.
 AE4155
 AE4155_MARKER: DB = BENCH MARK DISK
 AE4155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4155_STAMPING: 212-281.23
 AE4155_MARK LOGO: SDDT
 AE4155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4155+STABILITY: SURFACE MOTION
 AE4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4155+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4155
 AE4155  HISTORY     - Date     Condition        Report By
 AE4155  HISTORY     - UNK      MONUMENTED       SDDT
 AE4155  HISTORY     - 19960602 GOOD             NGS
 AE4155
 AE4155                          STATION DESCRIPTION
 AE4155
 AE4155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4155'22.4 KM (13.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4155'OFFICE IN FAULKTON, 343.0 M (1125.3 FT) EAST OF MILEPOST 281, 23.2 M
 AE4155'(76.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) NORTH OF THE
 AE4155'CENTER OF A FIELD ENTRANCE AND GATE, 1.4 M (4.6 FT) NORTH OF A GATE
 AE4155'POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AE4155'WEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST AND FENCE, AND
 AE4155'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7974 ***********************************************************************
 AC7974  CBN         -  This is a Cooperative Base Network Control Station.
 AC7974  DESIGNATION -  212 286.65
 AC7974  PID         -  AC7974
 AC7974  STATE/COUNTY-  SD/HAND
 AC7974  COUNTRY     -  US
 AC7974  USGS QUAD   -  MIRANDA (2017)
 AC7974
 AC7974                         *CURRENT SURVEY CONTROL
 AC7974  ______________________________________________________________________
 AC7974* NAD 83(2011) POSITION- 44 53 48.68063(N) 098 55 02.29088(W)   ADJUSTED
 AC7974* NAD 83(2011) ELLIP HT-   410.850 (meters)        (06/27/12)   ADJUSTED
 AC7974* NAD 83(2011) EPOCH   -  2010.00
 AC7974* NAVD 88 ORTHO HEIGHT -   434.946 (meters)     1426.99  (feet) ADJUSTED
 AC7974  ______________________________________________________________________
 AC7974  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 AC7974  NAD 83(2011) X  -   -701,566.421 (meters)                     COMP
 AC7974  NAD 83(2011) Y  - -4,471,274.759 (meters)                     COMP
 AC7974  NAD 83(2011) Z  -  4,479,525.896 (meters)                     COMP
 AC7974  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 AC7974  DYNAMIC HEIGHT  -        434.889 (meters)     1426.80  (feet) COMP
 AC7974  MODELED GRAVITY -    980,473.9   (mgal)                       NAVD 88
 AC7974
 AC7974  VERT ORDER      -  FIRST     CLASS II
 AC7974
 AC7974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7974  Standards:
 AC7974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7974  -------------------------------------------------------------------
 AC7974  NETWORK    1.10   3.18           0.52   0.34   1.62     -0.09746178
 AC7974  -------------------------------------------------------------------
 AC7974  Click here for local accuracies and other accuracy information.
 AC7974
 AC7974.The horizontal coordinates were established by GPS observations
 AC7974.and adjusted by the National Geodetic Survey in June 2012.
 AC7974
 AC7974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7974.been affixed to the stable North American tectonic plate. See 
 AC7974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7974
 AC7974.The horizontal coordinates are valid at the epoch date displayed above
 AC7974.which is a decimal equivalence of Year/Month/Day.
 AC7974
 AC7974.The orthometric height was determined by differential leveling and
 AC7974.adjusted by the NATIONAL GEODETIC SURVEY
 AC7974.in July 1998.
 AC7974
 AC7974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7974.GEOID18 height accuracy estimate available here.
 AC7974
 AC7974.Click photographs - Photos may exist for this station.
 AC7974
 AC7974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7974
 AC7974.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7974
 AC7974.The ellipsoidal height was determined by GPS observations
 AC7974.and is referenced to NAD 83.
 AC7974
 AC7974.The dynamic height is computed by dividing the NAVD 88
 AC7974.geopotential number by the normal gravity value computed on the
 AC7974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7974.degrees latitude (g = 980.6199 gals.).
 AC7974
 AC7974.The modeled gravity was interpolated from observed gravity values.
 AC7974
 AC7974. The following values were computed from the NAD 83(2011) position.
 AC7974
 AC7974;                    North         East     Units Scale Factor Converg.
 AC7974;SPC SD N     -   118,752.655   685,512.806   MT  0.99994272   +0 45 58.6
 AC7974;SPC SD N     -   389,607.67  2,249,053.26   sFT  0.99994272   +0 45 58.6
 AC7974;UTM  14      - 4,971,495.809   506,529.470   MT  0.99960052   +0 03 30.1
 AC7974
 AC7974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7974!SPC SD N     -   0.99993559  x   0.99994272  =   0.99987831
 AC7974!UTM  14      -   0.99993559  x   0.99960052  =   0.99953613
 AC7974
 AC7974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0652971495(NAD 83)
 AC7974
 AC7974                          SUPERSEDED SURVEY CONTROL
 AC7974
 AC7974  NAD 83(2007)-  44 53 48.68068(N)    098 55 02.29176(W) AD(2002.00) 0
 AC7974  ELLIP H (02/10/07)  410.880  (m)                       GP(2002.00)    
 AC7974  ELLIP H (04/15/04)  410.881  (m)                       GP(       ) 2 1
 AC7974  NAD 83(1996)-  44 53 48.68016(N)    098 55 02.29126(W) AD(       ) B
 AC7974  ELLIP H (04/18/97)  410.921  (m)                       GP(       ) 4 1
 AC7974  NAVD 88 (04/18/97)  434.9    (m)  GEOID96  model used  GPS OBS        
 AC7974
 AC7974.Superseded values are not recommended for survey control.
 AC7974
 AC7974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7974.See file dsdata.pdf to determine how the superseded data were derived.
 AC7974
 AC7974_MARKER: Z = SEE DESCRIPTION
 AC7974_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7974_STAMPING: 212-286.65 1995
 AC7974_MARK LOGO: NGS
 AC7974_PROJECTION: FLUSH
 AC7974_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7974+STABILITY: POSITION/ELEVATION WELL
 AC7974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7974+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 AC7974_ROD/PIPE-DEPTH: 6.4 meters
 AC7974_SLEEVE-DEPTH  : 1.8 meters
 AC7974
 AC7974  HISTORY     - Date     Condition        Report By
 AC7974  HISTORY     - 1995     MONUMENTED       SDDT
 AC7974  HISTORY     - 19960602 GOOD             NGS
 AC7974  HISTORY     - 19960703 GOOD             NGS
 AC7974  HISTORY     - 20121003 MARK NOT FOUND   SDDENR
 AC7974
 AC7974                          STATION DESCRIPTION
 AC7974
 AC7974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7974'31.3 KM (19.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AC7974'OFFICE IN FAULKTON, 1014.0 M (3326.8 FT) EAST OF MILEPOST 286, 14.3 M
 AC7974'(46.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH OF A
 AC7974'FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 AC7974'FT) NORTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AC7974'STEEL BALL EPOXIED TO AN IRON PIPECAP THAT IS ATTACHED TO A 1 1/2-INCH
 AC7974'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7974'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP. THE STABILITY CODE FOR
 AC7974'THIS MARK IS CLASS A, AS DETERMINED BY SDDT.
 AC7974
 AC7974                          STATION RECOVERY (1996)
 AC7974
 AC7974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7974'THE STATION IS LOCATED 20.5 MI (33.0 KM) WEST OF REDFIELD AND 8.1 MI
 AC7974'(13.0 KM) EAST OF ORIENT, ON U.S. HIGHWAY 212.  OWNERSHIP--THE STATE
 AC7974'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7974'HIGHWAY 212, STATE HIGHWAY 45, AND COUNTY ROAD 16, 3.0 MI (4.8 KM)
 AC7974'EAST OF ORIENT, GO EAST ON U.S. HIGHWAY 212 FOR 5.1 MI (8.2 KM) TO THE
 AC7974'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF
 AC7974'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7974'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 579.0 M (1899.6 FT) WEST OF
 AC7974'MILEPOST 287, 14.4 M (47.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M
 AC7974'(3.0 FT) NORTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AC7974'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST, 0.4 M (1.3 FT)
 AC7974'NORTH OF A WITNESS POST, AND 0.14 M (0.46 FT) BELOW THE GROUND
 AC7974'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7974'CAP.
 AC7974
 AC7974                          STATION RECOVERY (2012)
 AC7974
 AC7974'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 AC7974'MARK DISCOVERED APPROX. 75 METERS SW OF WHERE INDICATED.  CONTACTED SD
 AC7974'DOT (OWNER) AND WAS INFORMED THAT ORIGINAL MARK WAS DESTROYED DURING
 AC7974'U.S. HWY 212 RECONSTRUCTION.  NEW MONUMENT WAS RESET IN 2008 AS
 AC7974'DESIGNATION 212 286.68 AND THIS NEW MONUMENT IS WHAT WAS RECOVERED.
 AC7974'PLEASE CONTACT SD DOT FOR NEW LOCATIONAL INFORMATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5831 ***********************************************************************
 AE5831  DESIGNATION -  212 309.91
 AE5831  PID         -  AE5831
 AE5831  STATE/COUNTY-  SD/SPINK
 AE5831  COUNTRY     -  US
 AE5831  USGS QUAD   -  ASHTON (2017)
 AE5831
 AE5831                         *CURRENT SURVEY CONTROL
 AE5831  ______________________________________________________________________
 AE5831* NAD 83(1986) POSITION- 44 52 45.     (N) 098 27 17.     (W)   SCALED
 AE5831* NAVD 88 ORTHO HEIGHT -   389.700 (meters)     1278.54  (feet) ADJUSTED
 AE5831  ______________________________________________________________________
 AE5831  GEOID HEIGHT    -        -24.303 (meters)                     GEOID18
 AE5831  DYNAMIC HEIGHT  -        389.657 (meters)     1278.40  (feet) COMP
 AE5831  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 AE5831
 AE5831  VERT ORDER      -  FIRST     CLASS II
 AE5831
 AE5831.The horizontal coordinates were scaled from a map and have
 AE5831.an estimated accuracy of +/- 6 seconds.
 AE5831
 AE5831.The orthometric height was determined by differential leveling and
 AE5831.adjusted by the NATIONAL GEODETIC SURVEY
 AE5831.in July 1998.
 AE5831
 AE5831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5831.GEOID18 height accuracy estimate available here.
 AE5831
 AE5831.Click photographs - Photos may exist for this station.
 AE5831
 AE5831.The dynamic height is computed by dividing the NAVD 88
 AE5831.geopotential number by the normal gravity value computed on the
 AE5831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5831.degrees latitude (g = 980.6199 gals.).
 AE5831
 AE5831.The modeled gravity was interpolated from observed gravity values.
 AE5831
 AE5831;                    North         East    Units  Estimated Accuracy
 AE5831;SPC SD N     -   117,380.      722,080.      MT  (+/- 180 meters Scaled)
 AE5831
 AE5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ430696(NAD 83)
 AE5831
 AE5831                          SUPERSEDED SURVEY CONTROL
 AE5831
 AE5831.No superseded survey control is available for this station.
 AE5831
 AE5831_MARKER: DB = BENCH MARK DISK
 AE5831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5831_STAMPING: 212-309.91 1277.46
 AE5831_MARK LOGO: SDDT
 AE5831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5831+STABILITY: SURFACE MOTION
 AE5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5831+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AE5831
 AE5831  HISTORY     - Date     Condition        Report By
 AE5831  HISTORY     - 1986     MONUMENTED       SDDT
 AE5831  HISTORY     - 19950919 GOOD             NGS
 AE5831
 AE5831                          STATION DESCRIPTION
 AE5831
 AE5831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5831'5.0 KM (3.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5831'1ST STREET IN REDFIELD, 168.0 M (551.2 FT) EAST OF MILEPOST 310, 41.6
 AE5831'M (136.5 FT) EAST OF A T-FENCE CORNER, 22.8 M (74.8 FT) NORTH OF THE
 AE5831'HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AE5831'M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 AE5831'0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE5831'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5830 ***********************************************************************
 AE5830  DESIGNATION -  212 311.00
 AE5830  PID         -  AE5830
 AE5830  STATE/COUNTY-  SD/SPINK
 AE5830  COUNTRY     -  US
 AE5830  USGS QUAD   -  ASHTON (2017)
 AE5830
 AE5830                         *CURRENT SURVEY CONTROL
 AE5830  ______________________________________________________________________
 AE5830* NAD 83(1986) POSITION- 44 52 44.     (N) 098 25 56.     (W)   SCALED
 AE5830* NAVD 88 ORTHO HEIGHT -   394.616 (meters)     1294.67  (feet) ADJUSTED
 AE5830  ______________________________________________________________________
 AE5830  GEOID HEIGHT    -        -24.308 (meters)                     GEOID18
 AE5830  DYNAMIC HEIGHT  -        394.574 (meters)     1294.53  (feet) COMP
 AE5830  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 AE5830
 AE5830  VERT ORDER      -  FIRST     CLASS II
 AE5830
 AE5830.The horizontal coordinates were scaled from a map and have
 AE5830.an estimated accuracy of +/- 6 seconds.
 AE5830
 AE5830.The orthometric height was determined by differential leveling and
 AE5830.adjusted by the NATIONAL GEODETIC SURVEY
 AE5830.in July 1998.
 AE5830
 AE5830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5830.GEOID18 height accuracy estimate available here.
 AE5830
 AE5830.Click photographs - Photos may exist for this station.
 AE5830
 AE5830.The dynamic height is computed by dividing the NAVD 88
 AE5830.geopotential number by the normal gravity value computed on the
 AE5830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5830.degrees latitude (g = 980.6199 gals.).
 AE5830
 AE5830.The modeled gravity was interpolated from observed gravity values.
 AE5830
 AE5830;                    North         East    Units  Estimated Accuracy
 AE5830;SPC SD N     -   117,380.      723,860.      MT  (+/- 180 meters Scaled)
 AE5830
 AE5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ448696(NAD 83)
 AE5830
 AE5830                          SUPERSEDED SURVEY CONTROL
 AE5830
 AE5830.No superseded survey control is available for this station.
 AE5830
 AE5830_MARKER: DB = BENCH MARK DISK
 AE5830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5830_STAMPING: M.P. 212-311.00 1986 1293.60
 AE5830_MARK LOGO: SDDT
 AE5830_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5830+STABILITY: SURFACE MOTION
 AE5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5830+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AE5830
 AE5830  HISTORY     - Date     Condition        Report By
 AE5830  HISTORY     - 1986     MONUMENTED       SDDT
 AE5830  HISTORY     - 19950919 GOOD             NGS
 AE5830
 AE5830                          STATION DESCRIPTION
 AE5830
 AE5830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5830'6.8 KM (4.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5830'1ST STREET IN REDFIELD, 1597.0 M (5239.5 FT) EAST OF MILEPOST 310,
 AE5830'31.3 M (102.7 FT) EAST OF A FENCE CORNER, 22.8 M (74.8 FT) NORTH OF
 AE5830'THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.5 M (1.6
 AE5830'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE5830'POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE5830'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5829 ***********************************************************************
 AE5829  DESIGNATION -  212 311.94
 AE5829  PID         -  AE5829
 AE5829  STATE/COUNTY-  SD/SPINK
 AE5829  COUNTRY     -  US
 AE5829  USGS QUAD   -  ASHTON (2017)
 AE5829
 AE5829                         *CURRENT SURVEY CONTROL
 AE5829  ______________________________________________________________________
 AE5829* NAD 83(1986) POSITION- 44 52 45.     (N) 098 24 45.     (W)   SCALED
 AE5829* NAVD 88 ORTHO HEIGHT -   386.629 (meters)     1268.47  (feet) ADJUSTED
 AE5829  ______________________________________________________________________
 AE5829  GEOID HEIGHT    -        -24.314 (meters)                     GEOID18
 AE5829  DYNAMIC HEIGHT  -        386.587 (meters)     1268.33  (feet) COMP
 AE5829  MODELED GRAVITY -    980,498.4   (mgal)                       NAVD 88
 AE5829
 AE5829  VERT ORDER      -  FIRST     CLASS II
 AE5829
 AE5829.The horizontal coordinates were scaled from a map and have
 AE5829.an estimated accuracy of +/- 6 seconds.
 AE5829
 AE5829.The orthometric height was determined by differential leveling and
 AE5829.adjusted by the NATIONAL GEODETIC SURVEY
 AE5829.in July 1998.
 AE5829
 AE5829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5829.GEOID18 height accuracy estimate available here.
 AE5829
 AE5829.Click photographs - Photos may exist for this station.
 AE5829
 AE5829.The dynamic height is computed by dividing the NAVD 88
 AE5829.geopotential number by the normal gravity value computed on the
 AE5829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5829.degrees latitude (g = 980.6199 gals.).
 AE5829
 AE5829.The modeled gravity was interpolated from observed gravity values.
 AE5829
 AE5829;                    North         East    Units  Estimated Accuracy
 AE5829;SPC SD N     -   117,450.      725,420.      MT  (+/- 180 meters Scaled)
 AE5829
 AE5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ464696(NAD 83)
 AE5829
 AE5829                          SUPERSEDED SURVEY CONTROL
 AE5829
 AE5829.No superseded survey control is available for this station.
 AE5829
 AE5829_MARKER: DB = BENCH MARK DISK
 AE5829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5829_STAMPING: M.P. 212-311.94 1986 1267.21
 AE5829_MARK LOGO: SDDT
 AE5829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5829+STABILITY: SURFACE MOTION
 AE5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5829+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AE5829
 AE5829  HISTORY     - Date     Condition        Report By
 AE5829  HISTORY     - 1986     MONUMENTED       SDDT
 AE5829  HISTORY     - 19950919 GOOD             NGS
 AE5829
 AE5829                          STATION DESCRIPTION
 AE5829
 AE5829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5829'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5829'1ST STREET IN REDFIELD, 132.0 M (433.1 FT) WEST OF MILEPOST 312, 22.8
 AE5829'M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) WEST OF
 AE5829'THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE5829'HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AE5829'WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AE5829'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5828 ***********************************************************************
 AE5828  DESIGNATION -  212 312.94
 AE5828  PID         -  AE5828
 AE5828  STATE/COUNTY-  SD/SPINK
 AE5828  COUNTRY     -  US
 AE5828  USGS QUAD   -  ASHTON (2017)
 AE5828
 AE5828                         *CURRENT SURVEY CONTROL
 AE5828  ______________________________________________________________________
 AE5828* NAD 83(1986) POSITION- 44 52 45.     (N) 098 23 34.     (W)   SCALED
 AE5828* NAVD 88 ORTHO HEIGHT -   395.562 (meters)     1297.77  (feet) ADJUSTED
 AE5828  ______________________________________________________________________
 AE5828  GEOID HEIGHT    -        -24.318 (meters)                     GEOID18
 AE5828  DYNAMIC HEIGHT  -        395.521 (meters)     1297.64  (feet) COMP
 AE5828  MODELED GRAVITY -    980,499.3   (mgal)                       NAVD 88
 AE5828
 AE5828  VERT ORDER      -  FIRST     CLASS II
 AE5828
 AE5828.The horizontal coordinates were scaled from a map and have
 AE5828.an estimated accuracy of +/- 6 seconds.
 AE5828
 AE5828.The orthometric height was determined by differential leveling and
 AE5828.adjusted by the NATIONAL GEODETIC SURVEY
 AE5828.in July 1998.
 AE5828
 AE5828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5828.GEOID18 height accuracy estimate available here.
 AE5828
 AE5828.Click photographs - Photos may exist for this station.
 AE5828
 AE5828.The dynamic height is computed by dividing the NAVD 88
 AE5828.geopotential number by the normal gravity value computed on the
 AE5828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5828.degrees latitude (g = 980.6199 gals.).
 AE5828
 AE5828.The modeled gravity was interpolated from observed gravity values.
 AE5828
 AE5828;                    North         East    Units  Estimated Accuracy
 AE5828;SPC SD N     -   117,480.      726,980.      MT  (+/- 180 meters Scaled)
 AE5828
 AE5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ479697(NAD 83)
 AE5828
 AE5828                          SUPERSEDED SURVEY CONTROL
 AE5828
 AE5828.No superseded survey control is available for this station.
 AE5828
 AE5828_MARKER: DB = BENCH MARK DISK
 AE5828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5828_STAMPING: M.P. 212-312.94 1986 1296.65
 AE5828_MARK LOGO: SDDT
 AE5828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5828+STABILITY: SURFACE MOTION
 AE5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5828+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AE5828
 AE5828  HISTORY     - Date     Condition        Report By
 AE5828  HISTORY     - 1986     MONUMENTED       SDDT
 AE5828  HISTORY     - 19950919 GOOD             NGS
 AE5828
 AE5828                          STATION DESCRIPTION
 AE5828
 AE5828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5828'9.9 KM (6.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5828'1ST STREET IN REDFIELD, 146.0 M (479.0 FT) WEST OF MILEPOST 313, 22.8
 AE5828'M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTHEAST
 AE5828'OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE5828'0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A
 AE5828'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE5828'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5827 ***********************************************************************
 AE5827  DESIGNATION -  212 313.94
 AE5827  PID         -  AE5827
 AE5827  STATE/COUNTY-  SD/SPINK
 AE5827  COUNTRY     -  US
 AE5827  USGS QUAD   -  FRANKFORT (2017)
 AE5827
 AE5827                         *CURRENT SURVEY CONTROL
 AE5827  ______________________________________________________________________
 AE5827* NAD 83(1986) POSITION- 44 52 45.     (N) 098 22 20.     (W)   SCALED
 AE5827* NAVD 88 ORTHO HEIGHT -   395.867 (meters)     1298.77  (feet) ADJUSTED
 AE5827  ______________________________________________________________________
 AE5827  GEOID HEIGHT    -        -24.324 (meters)                     GEOID18
 AE5827  DYNAMIC HEIGHT  -        395.826 (meters)     1298.64  (feet) COMP
 AE5827  MODELED GRAVITY -    980,500.2   (mgal)                       NAVD 88
 AE5827
 AE5827  VERT ORDER      -  FIRST     CLASS II
 AE5827
 AE5827.The horizontal coordinates were scaled from a map and have
 AE5827.an estimated accuracy of +/- 6 seconds.
 AE5827
 AE5827.The orthometric height was determined by differential leveling and
 AE5827.adjusted by the NATIONAL GEODETIC SURVEY
 AE5827.in July 1998.
 AE5827
 AE5827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5827.GEOID18 height accuracy estimate available here.
 AE5827
 AE5827.Click photographs - Photos may exist for this station.
 AE5827
 AE5827.The dynamic height is computed by dividing the NAVD 88
 AE5827.geopotential number by the normal gravity value computed on the
 AE5827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5827.degrees latitude (g = 980.6199 gals.).
 AE5827
 AE5827.The modeled gravity was interpolated from observed gravity values.
 AE5827
 AE5827;                    North         East    Units  Estimated Accuracy
 AE5827;SPC SD N     -   117,510.      728,600.      MT  (+/- 180 meters Scaled)
 AE5827
 AE5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ495697(NAD 83)
 AE5827
 AE5827                          SUPERSEDED SURVEY CONTROL
 AE5827
 AE5827.No superseded survey control is available for this station.
 AE5827
 AE5827_MARKER: DB = BENCH MARK DISK
 AE5827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5827_STAMPING: M.P. 212-313.94 1986 1297.62
 AE5827_MARK LOGO: SDDT
 AE5827_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5827+STABILITY: SURFACE MOTION
 AE5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5827+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AE5827
 AE5827  HISTORY     - Date     Condition        Report By
 AE5827  HISTORY     - 1986     MONUMENTED       SDDT
 AE5827  HISTORY     - 19950919 GOOD             NGS
 AE5827
 AE5827                          STATION DESCRIPTION
 AE5827
 AE5827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5827'11.5 KM (7.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5827'1ST STREET IN REDFIELD, 104.0 M (341.2 FT) WEST OF MILEPOST 314, 30.4
 AE5827'M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) NORTH OF
 AE5827'A FENCE CORNER, 4.7 M (15.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE
 AE5827'AND GATE, 0.8 M (2.6 FT) EAST OF A T-FENCE CORNER, 0.5 M (1.6 FT)
 AE5827'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE5827'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5825 ***********************************************************************
 AE5825  DESIGNATION -  212 315.66
 AE5825  PID         -  AE5825
 AE5825  STATE/COUNTY-  SD/SPINK
 AE5825  COUNTRY     -  US
 AE5825  USGS QUAD   -  FRANKFORT (2017)
 AE5825
 AE5825                         *CURRENT SURVEY CONTROL
 AE5825  ______________________________________________________________________
 AE5825* NAD 83(1986) POSITION- 44 52 45.     (N) 098 20 12.     (W)   SCALED
 AE5825* NAVD 88 ORTHO HEIGHT -   385.698 (meters)     1265.41  (feet) ADJUSTED
 AE5825  ______________________________________________________________________
 AE5825  GEOID HEIGHT    -        -24.336 (meters)                     GEOID18
 AE5825  DYNAMIC HEIGHT  -        385.658 (meters)     1265.28  (feet) COMP
 AE5825  MODELED GRAVITY -    980,500.8   (mgal)                       NAVD 88
 AE5825
 AE5825  VERT ORDER      -  FIRST     CLASS II
 AE5825
 AE5825.The horizontal coordinates were scaled from a map and have
 AE5825.an estimated accuracy of +/- 6 seconds.
 AE5825
 AE5825.The orthometric height was determined by differential leveling and
 AE5825.adjusted by the NATIONAL GEODETIC SURVEY
 AE5825.in July 1998.
 AE5825
 AE5825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5825.GEOID18 height accuracy estimate available here.
 AE5825
 AE5825.Click photographs - Photos may exist for this station.
 AE5825
 AE5825.The dynamic height is computed by dividing the NAVD 88
 AE5825.geopotential number by the normal gravity value computed on the
 AE5825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5825.degrees latitude (g = 980.6199 gals.).
 AE5825
 AE5825.The modeled gravity was interpolated from observed gravity values.
 AE5825
 AE5825;                    North         East    Units  Estimated Accuracy
 AE5825;SPC SD N     -   117,570.      731,410.      MT  (+/- 180 meters Scaled)
 AE5825
 AE5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ523697(NAD 83)
 AE5825
 AE5825                          SUPERSEDED SURVEY CONTROL
 AE5825
 AE5825.No superseded survey control is available for this station.
 AE5825
 AE5825_MARKER: DD = SURVEY DISK
 AE5825_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE5825_SP_SET: ABUTMENT
 AE5825_STAMPING: 212-315.66 EL 1264.36
 AE5825_MARK LOGO: SDDT
 AE5825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5825+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AE5825
 AE5825  HISTORY     - Date     Condition        Report By
 AE5825  HISTORY     - UNK      MONUMENTED       SDDT
 AE5825  HISTORY     - 19950919 GOOD             NGS
 AE5825
 AE5825                          STATION DESCRIPTION
 AE5825
 AE5825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5825'14.3 KM (8.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5825'1ST STREET IN REDFIELD, IN TOP OF AND 1.9 M (6.2 FT) SOUTH OF THE
 AE5825'NORTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 AE5825'THE JAMES RIVER, 1080.0 M (3543.3 FT) EAST OF MILEPOST 315, 7.6 M
 AE5825'(24.9 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.7 M
 AE5825'(2.3 FT) NORTH OF THE NORTH END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7905 ***********************************************************************
 AC7905  CBN         -  This is a Cooperative Base Network Control Station.
 AC7905  DESIGNATION -  212 336.94
 AC7905  PID         -  AC7905
 AC7905  STATE/COUNTY-  SD/CLARK
 AC7905  COUNTRY     -  US
 AC7905  USGS QUAD   -  RAYMOND (2017)
 AC7905
 AC7905                         *CURRENT SURVEY CONTROL
 AC7905  ______________________________________________________________________
 AC7905* NAD 83(2011) POSITION- 44 53 00.59335(N) 097 54 43.29619(W)   ADJUSTED
 AC7905* NAD 83(2011) ELLIP HT-   430.518 (meters)        (06/27/12)   ADJUSTED
 AC7905* NAD 83(2011) EPOCH   -  2010.00
 AC7905* NAVD 88 ORTHO HEIGHT -   455.025 (meters)     1492.86  (feet) ADJUSTED
 AC7905  ______________________________________________________________________
 AC7905  GEOID HEIGHT    -        -24.512 (meters)                     GEOID18
 AC7905  NAD 83(2011) X  -   -623,158.379 (meters)                     COMP
 AC7905  NAD 83(2011) Y  - -4,483,946.705 (meters)                     COMP
 AC7905  NAD 83(2011) Z  -  4,478,488.052 (meters)                     COMP
 AC7905  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 AC7905  DYNAMIC HEIGHT  -        454.970 (meters)     1492.68  (feet) COMP
 AC7905  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 AC7905
 AC7905  VERT ORDER      -  FIRST     CLASS II
 AC7905
 AC7905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7905  Standards:
 AC7905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7905  -------------------------------------------------------------------
 AC7905  NETWORK    1.10   3.08           0.52   0.34   1.57     -0.08820899
 AC7905  -------------------------------------------------------------------
 AC7905  Click here for local accuracies and other accuracy information.
 AC7905
 AC7905.The horizontal coordinates were established by GPS observations
 AC7905.and adjusted by the National Geodetic Survey in June 2012.
 AC7905
 AC7905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7905.been affixed to the stable North American tectonic plate. See 
 AC7905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7905
 AC7905.The horizontal coordinates are valid at the epoch date displayed above
 AC7905.which is a decimal equivalence of Year/Month/Day.
 AC7905
 AC7905.The orthometric height was determined by differential leveling and
 AC7905.adjusted by the NATIONAL GEODETIC SURVEY
 AC7905.in July 1998.
 AC7905
 AC7905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7905.GEOID18 height accuracy estimate available here.
 AC7905
 AC7905.Click photographs - Photos may exist for this station.
 AC7905
 AC7905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7905
 AC7905.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7905
 AC7905.The ellipsoidal height was determined by GPS observations
 AC7905.and is referenced to NAD 83.
 AC7905
 AC7905.The dynamic height is computed by dividing the NAVD 88
 AC7905.geopotential number by the normal gravity value computed on the
 AC7905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7905.degrees latitude (g = 980.6199 gals.).
 AC7905
 AC7905.The modeled gravity was interpolated from observed gravity values.
 AC7905
 AC7905. The following values were computed from the NAD 83(2011) position.
 AC7905
 AC7905;                    North         East     Units Scale Factor Converg.
 AC7905;SPC SD N     -   118,823.569   764,935.739   MT  0.99994338   +1 28 39.9
 AC7905;SPC SD N     -   389,840.33  2,509,626.67   sFT  0.99994338   +1 28 39.9
 AC7905;UTM  14      - 4,970,584.358   585,922.559   MT  0.99969078   +0 46 04.1
 AC7905
 AC7905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7905!SPC SD N     -   0.99993250  x   0.99994338  =   0.99987589
 AC7905!UTM  14      -   0.99993250  x   0.99969078  =   0.99962331
 AC7905
 AC7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8592270584(NAD 83)
 AC7905
 AC7905                          SUPERSEDED SURVEY CONTROL
 AC7905
 AC7905  NAD 83(2007)-  44 53 00.59330(N)    097 54 43.29707(W) AD(2002.00) 0
 AC7905  ELLIP H (02/10/07)  430.551  (m)                       GP(2002.00)    
 AC7905  ELLIP H (04/15/04)  430.564  (m)                       GP(       ) 2 1
 AC7905  NAD 83(1996)-  44 53 00.59279(N)    097 54 43.29648(W) AD(       ) B
 AC7905  ELLIP H (04/18/97)  430.585  (m)                       GP(       ) 4 1
 AC7905  NAVD 88 (04/18/97)  455.0    (m)  GEOID96  model used  GPS OBS        
 AC7905
 AC7905.Superseded values are not recommended for survey control.
 AC7905
 AC7905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7905.See file dsdata.pdf to determine how the superseded data were derived.
 AC7905
 AC7905_MARKER: Z = SEE DESCRIPTION
 AC7905_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7905_STAMPING: 212-336.94 1995
 AC7905_MARK LOGO: NGS
 AC7905_PROJECTION: FLUSH
 AC7905_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7905+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 AC7905_ROD/PIPE-DEPTH: 6.4 meters
 AC7905_SLEEVE-DEPTH  : 1.8 meters
 AC7905
 AC7905  HISTORY     - Date     Condition        Report By
 AC7905  HISTORY     - 1995     MONUMENTED       SDDT
 AC7905  HISTORY     - 19950913 GOOD             NGS
 AC7905  HISTORY     - 19960926 GOOD             SDDT
 AC7905  HISTORY     - 20230911 GOOD             SDDT
 AC7905
 AC7905                          STATION DESCRIPTION
 AC7905
 AC7905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC7905'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AC7905'IN CLARK, THENCE 14.3 KM (8.90 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AC7905'74.3 M (243.8 FT) WEST OF MILEPOST 337, 23.2 M (76.1 FT) NORTH OF THE
 AC7905'HIGHWAY CENTERLINE, 6.5 M (21.3 FT) EAST OF THE CENTER OF A FIELD
 AC7905'ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AC7905'M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A
 AC7905'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AC7905'TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7905'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7905'THROUGH A 4-INCH PVC CAP. THE STABILITY CODE FOR THIS MARK IS CLASS A,
 AC7905'AS DETERMINED BY SDDT.
 AC7905
 AC7905                          STATION RECOVERY (1996)
 AC7905
 AC7905'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (DFC)
 AC7905'THE STATION IS LOCATED 9.0 MI (14.5 KM) WEST OF CLARK AND 3.0 MI (4.8
 AC7905'KM) EAST OF THE CLARK/SPINK COUNTY LINE, ON U.S. HIGHWAY 212. TO REACH
 AC7905'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND COMMERCIAL
 AC7905'STREET IN CLARK, GO WEST ON U.S. HIGHWAY 212 FOR 9.0 MI (14.5 KM) TO
 AC7905'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7905'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7905'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 72.0 FT (21.9 M) NORTH OF THE
 AC7905'CENTER OF U.S. HIGHWAY 212, 30.0 FT (9.1 M) EAST OF THE CENTER OF A
 AC7905'FIELD ENTRANCE ROAD, 23.0 FT (7.0 M) NORTH OF THE CENTER OF THE EAST
 AC7905'END OF A CULVERT UNDER THE ROAD, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 AC7905'POST, AND 1.0 FT (0.3 M) NORTH OF METAL GUARD POST.  NOTE--ACCESS TO
 AC7905'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7905'CAP.
 AC7905
 AC7905                          STATION RECOVERY (2023)
 AC7905
 AC7905'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AC7905'MARK FOUND AS DESCRIBED, BUT THE WITNESS POST AND CARSONITE ARE
 AC7905'MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5806 ***********************************************************************
 AE5806  DESIGNATION -  212 338.28
 AE5806  PID         -  AE5806
 AE5806  STATE/COUNTY-  SD/CLARK
 AE5806  COUNTRY     -  US
 AE5806  USGS QUAD   -  RAYMOND (2017)
 AE5806
 AE5806                         *CURRENT SURVEY CONTROL
 AE5806  ______________________________________________________________________
 AE5806* NAD 83(1986) POSITION- 44 52 38.     (N) 097 53 12.     (W)   SCALED
 AE5806* NAVD 88 ORTHO HEIGHT -   468.776 (meters)     1537.98  (feet) ADJUSTED
 AE5806  ______________________________________________________________________
 AE5806  GEOID HEIGHT    -        -24.517 (meters)                     GEOID18
 AE5806  DYNAMIC HEIGHT  -        468.718 (meters)     1537.79  (feet) COMP
 AE5806  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 AE5806
 AE5806  VERT ORDER      -  FIRST     CLASS II
 AE5806
 AE5806.The horizontal coordinates were scaled from a map and have
 AE5806.an estimated accuracy of +/- 6 seconds.
 AE5806
 AE5806.The orthometric height was determined by differential leveling and
 AE5806.adjusted by the NATIONAL GEODETIC SURVEY
 AE5806.in July 1998.
 AE5806
 AE5806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5806.GEOID18 height accuracy estimate available here.
 AE5806
 AE5806.Click photographs - Photos may exist for this station.
 AE5806
 AE5806.The dynamic height is computed by dividing the NAVD 88
 AE5806.geopotential number by the normal gravity value computed on the
 AE5806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5806.degrees latitude (g = 980.6199 gals.).
 AE5806
 AE5806.The modeled gravity was interpolated from observed gravity values.
 AE5806
 AE5806;                    North         East    Units  Estimated Accuracy
 AE5806;SPC SD N     -   118,180.      766,960.      MT  (+/- 180 meters Scaled)
 AE5806
 AE5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ879699(NAD 83)
 AE5806
 AE5806                          SUPERSEDED SURVEY CONTROL
 AE5806
 AE5806.No superseded survey control is available for this station.
 AE5806
 AE5806_MARKER: DB = BENCH MARK DISK
 AE5806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5806_STAMPING: 212-338.28 1995
 AE5806_MARK LOGO: SDDT
 AE5806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5806+STABILITY: SURFACE MOTION
 AE5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5806+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 AE5806
 AE5806  HISTORY     - Date     Condition        Report By
 AE5806  HISTORY     - 1995     MONUMENTED       SDDT
 AE5806  HISTORY     - 19950913 GOOD             NGS
 AE5806
 AE5806                          STATION DESCRIPTION
 AE5806
 AE5806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5806'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE5806'IN CLARK, THENCE 12.1 KM (7.50 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE5806'450.0 M (1476.4 FT) EAST OF MILEPOST 338, 23.1 M (75.8 FT) SOUTH OF
 AE5806'THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT) WEST OF THE CENTER OF A FIELD
 AE5806'ENTRANCE AND GATE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AE5806'M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 AE5806'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5805 ***********************************************************************
 AE5805  DESIGNATION -  212 339.30
 AE5805  PID         -  AE5805
 AE5805  STATE/COUNTY-  SD/CLARK
 AE5805  COUNTRY     -  US
 AE5805  USGS QUAD   -  BAILEYS LAKE (2017)
 AE5805
 AE5805                         *CURRENT SURVEY CONTROL
 AE5805  ______________________________________________________________________
 AE5805* NAD 83(1986) POSITION- 44 52 37.     (N) 097 52 02.     (W)   SCALED
 AE5805* NAVD 88 ORTHO HEIGHT -   481.308 (meters)     1579.09  (feet) ADJUSTED
 AE5805  ______________________________________________________________________
 AE5805  GEOID HEIGHT    -        -24.521 (meters)                     GEOID18
 AE5805  DYNAMIC HEIGHT  -        481.248 (meters)     1578.89  (feet) COMP
 AE5805  MODELED GRAVITY -    980,477.0   (mgal)                       NAVD 88
 AE5805
 AE5805  VERT ORDER      -  FIRST     CLASS II
 AE5805
 AE5805.The horizontal coordinates were scaled from a map and have
 AE5805.an estimated accuracy of +/- 6 seconds.
 AE5805
 AE5805.The orthometric height was determined by differential leveling and
 AE5805.adjusted by the NATIONAL GEODETIC SURVEY
 AE5805.in July 1998.
 AE5805
 AE5805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5805.GEOID18 height accuracy estimate available here.
 AE5805
 AE5805.Click photographs - Photos may exist for this station.
 AE5805
 AE5805.The dynamic height is computed by dividing the NAVD 88
 AE5805.geopotential number by the normal gravity value computed on the
 AE5805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5805.degrees latitude (g = 980.6199 gals.).
 AE5805
 AE5805.The modeled gravity was interpolated from observed gravity values.
 AE5805
 AE5805;                    North         East    Units  Estimated Accuracy
 AE5805;SPC SD N     -   118,190.      768,490.      MT  (+/- 180 meters Scaled)
 AE5805
 AE5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ894699(NAD 83)
 AE5805
 AE5805                          SUPERSEDED SURVEY CONTROL
 AE5805
 AE5805.No superseded survey control is available for this station.
 AE5805
 AE5805_MARKER: DB = BENCH MARK DISK
 AE5805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5805_STAMPING: 212-339.30 1995
 AE5805_MARK LOGO: SDDT
 AE5805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5805+STABILITY: SURFACE MOTION
 AE5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5805+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 AE5805
 AE5805  HISTORY     - Date     Condition        Report By
 AE5805  HISTORY     - 1995     MONUMENTED       SDDT
 AE5805  HISTORY     - 19950913 GOOD             NGS
 AE5805
 AE5805                          STATION DESCRIPTION
 AE5805
 AE5805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5805'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE5805'IN CLARK, THENCE 10.5 KM (6.50 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE5805'488.0 M (1601.0 FT) EAST OF MILEPOST 339, 22.9 M (75.1 FT) SOUTH OF
 AE5805'THE HIGHWAY CENTERLINE, 18.4 M (60.4 FT) WEST OF THE CENTER OF A FIELD
 AE5805'ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AE5805'M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 AE5805'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5804 ***********************************************************************
 AE5804  DESIGNATION -  212 340.23
 AE5804  PID         -  AE5804
 AE5804  STATE/COUNTY-  SD/CLARK
 AE5804  COUNTRY     -  US
 AE5804  USGS QUAD   -  BAILEYS LAKE (2017)
 AE5804
 AE5804                         *CURRENT SURVEY CONTROL
 AE5804  ______________________________________________________________________
 AE5804* NAD 83(1986) POSITION- 44 52 40.     (N) 097 50 49.     (W)   SCALED
 AE5804* NAVD 88 ORTHO HEIGHT -   503.572 (meters)     1652.14  (feet) ADJUSTED
 AE5804  ______________________________________________________________________
 AE5804  GEOID HEIGHT    -        -24.526 (meters)                     GEOID18
 AE5804  DYNAMIC HEIGHT  -        503.507 (meters)     1651.92  (feet) COMP
 AE5804  MODELED GRAVITY -    980,471.8   (mgal)                       NAVD 88
 AE5804
 AE5804  VERT ORDER      -  FIRST     CLASS II
 AE5804
 AE5804.The horizontal coordinates were scaled from a map and have
 AE5804.an estimated accuracy of +/- 6 seconds.
 AE5804
 AE5804.The orthometric height was determined by differential leveling and
 AE5804.adjusted by the NATIONAL GEODETIC SURVEY
 AE5804.in July 1998.
 AE5804
 AE5804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5804.GEOID18 height accuracy estimate available here.
 AE5804
 AE5804.Click photographs - Photos may exist for this station.
 AE5804
 AE5804.The dynamic height is computed by dividing the NAVD 88
 AE5804.geopotential number by the normal gravity value computed on the
 AE5804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5804.degrees latitude (g = 980.6199 gals.).
 AE5804
 AE5804.The modeled gravity was interpolated from observed gravity values.
 AE5804
 AE5804;                    North         East    Units  Estimated Accuracy
 AE5804;SPC SD N     -   118,320.      770,090.      MT  (+/- 180 meters Scaled)
 AE5804
 AE5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ910700(NAD 83)
 AE5804
 AE5804                          SUPERSEDED SURVEY CONTROL
 AE5804
 AE5804.No superseded survey control is available for this station.
 AE5804
 AE5804_MARKER: DB = BENCH MARK DISK
 AE5804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5804_STAMPING: 212-340.23 1995
 AE5804_MARK LOGO: SDDT
 AE5804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5804+STABILITY: SURFACE MOTION
 AE5804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5804+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 AE5804
 AE5804  HISTORY     - Date     Condition        Report By
 AE5804  HISTORY     - 1995     MONUMENTED       SDDT
 AE5804  HISTORY     - 19950913 GOOD             NGS
 AE5804
 AE5804                          STATION DESCRIPTION
 AE5804
 AE5804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5804'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE5804'IN CLARK, THENCE 9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE5804'372.0 M (1220.5 FT) EAST OF MILEPOST 340, 22.7 M (74.5 FT) NORTH OF
 AE5804'THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) WEST OF A T-FENCE CORNER, 1.0 M
 AE5804'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AE5804'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AE5804'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2039 ***********************************************************************
 AE2039  DESIGNATION -  212 341.21
 AE2039  PID         -  AE2039
 AE2039  STATE/COUNTY-  SD/CLARK
 AE2039  COUNTRY     -  US
 AE2039  USGS QUAD   -  BAILEYS LAKE (2017)
 AE2039
 AE2039                         *CURRENT SURVEY CONTROL
 AE2039  ______________________________________________________________________
 AE2039* NAD 83(1986) POSITION- 44 52 40.     (N) 097 49 36.     (W)   SCALED
 AE2039* NAVD 88 ORTHO HEIGHT -   532.200 (meters)     1746.06  (feet) ADJUSTED
 AE2039  ______________________________________________________________________
 AE2039  GEOID HEIGHT    -        -24.532 (meters)                     GEOID18
 AE2039  DYNAMIC HEIGHT  -        532.129 (meters)     1745.83  (feet) COMP
 AE2039  MODELED GRAVITY -    980,466.9   (mgal)                       NAVD 88
 AE2039
 AE2039  VERT ORDER      -  FIRST     CLASS II
 AE2039
 AE2039.The horizontal coordinates were scaled from a map and have
 AE2039.an estimated accuracy of +/- 6 seconds.
 AE2039
 AE2039.The orthometric height was determined by differential leveling and
 AE2039.adjusted by the NATIONAL GEODETIC SURVEY
 AE2039.in July 1998.
 AE2039
 AE2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2039.GEOID18 height accuracy estimate available here.
 AE2039
 AE2039.Click photographs - Photos may exist for this station.
 AE2039
 AE2039.The dynamic height is computed by dividing the NAVD 88
 AE2039.geopotential number by the normal gravity value computed on the
 AE2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2039.degrees latitude (g = 980.6199 gals.).
 AE2039
 AE2039.The modeled gravity was interpolated from observed gravity values.
 AE2039
 AE2039;                    North         East    Units  Estimated Accuracy
 AE2039;SPC SD N     -   118,370.      771,690.      MT  (+/- 180 meters Scaled)
 AE2039
 AE2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ926700(NAD 83)
 AE2039
 AE2039                          SUPERSEDED SURVEY CONTROL
 AE2039
 AE2039.No superseded survey control is available for this station.
 AE2039
 AE2039_MARKER: DB = BENCH MARK DISK
 AE2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2039_STAMPING: 212-341.21 1995
 AE2039_MARK LOGO: SDDT
 AE2039_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2039+STABILITY: SURFACE MOTION
 AE2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2039+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2039
 AE2039  HISTORY     - Date     Condition        Report By
 AE2039  HISTORY     - 1995     MONUMENTED       SDDT
 AE2039  HISTORY     - 19950913 GOOD             NGS
 AE2039  HISTORY     - 19961011 GOOD             CHANCE
 AE2039
 AE2039                          STATION DESCRIPTION
 AE2039
 AE2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2039'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2039'IN CLARK, THENCE 7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2039'346.0 M (1135.2 FT) EAST OF MILEPOST 341, 44.2 M (145.0 FT) EAST OF
 AE2039'THE CENTER OF A FIELD ENTRANCE AND GATE, 23.0 M (75.5 FT) NORTH OF THE
 AE2039'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AE2039'M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE2039'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AE2039
 AE2039                          STATION RECOVERY (1996)
 AE2039
 AE2039'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2039'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2039'IN CLARK, THENCE 7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2039'346.0 M (1135.2 FT) EAST OF MILEPOST 341, 44.2 M (145.0 FT) EAST OF
 AE2039'THE CENTER OF A FIELD ENTRANCE AND GATE, 23.0 M (75.5 FT) NORTH OF THE
 AE2039'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AE2039'M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE2039'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2038 ***********************************************************************
 AE2038  DESIGNATION -  212 342.21
 AE2038  PID         -  AE2038
 AE2038  STATE/COUNTY-  SD/CLARK
 AE2038  COUNTRY     -  US
 AE2038  USGS QUAD   -  BAILEYS LAKE (2017)
 AE2038
 AE2038                         *CURRENT SURVEY CONTROL
 AE2038  ______________________________________________________________________
 AE2038* NAD 83(1986) POSITION- 44 52 40.     (N) 097 48 22.     (W)   SCALED
 AE2038* NAVD 88 ORTHO HEIGHT -   542.670 (meters)     1780.41  (feet) ADJUSTED
 AE2038  ______________________________________________________________________
 AE2038  GEOID HEIGHT    -        -24.542 (meters)                     GEOID18
 AE2038  DYNAMIC HEIGHT  -        542.595 (meters)     1780.16  (feet) COMP
 AE2038  MODELED GRAVITY -    980,462.5   (mgal)                       NAVD 88
 AE2038
 AE2038  VERT ORDER      -  FIRST     CLASS II
 AE2038
 AE2038.The horizontal coordinates were scaled from a map and have
 AE2038.an estimated accuracy of +/- 6 seconds.
 AE2038
 AE2038.The orthometric height was determined by differential leveling and
 AE2038.adjusted by the NATIONAL GEODETIC SURVEY
 AE2038.in July 1998.
 AE2038
 AE2038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2038.GEOID18 height accuracy estimate available here.
 AE2038
 AE2038.Click photographs - Photos may exist for this station.
 AE2038
 AE2038.The dynamic height is computed by dividing the NAVD 88
 AE2038.geopotential number by the normal gravity value computed on the
 AE2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2038.degrees latitude (g = 980.6199 gals.).
 AE2038
 AE2038.The modeled gravity was interpolated from observed gravity values.
 AE2038
 AE2038;                    North         East    Units  Estimated Accuracy
 AE2038;SPC SD N     -   118,410.      773,320.      MT  (+/- 180 meters Scaled)
 AE2038
 AE2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ942700(NAD 83)
 AE2038
 AE2038                          SUPERSEDED SURVEY CONTROL
 AE2038
 AE2038.No superseded survey control is available for this station.
 AE2038
 AE2038_MARKER: DB = BENCH MARK DISK
 AE2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2038_STAMPING: 212 342.21 1995
 AE2038_MARK LOGO: SDDT
 AE2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2038+STABILITY: SURFACE MOTION
 AE2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2038+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2038
 AE2038  HISTORY     - Date     Condition        Report By
 AE2038  HISTORY     - 1995     MONUMENTED       SDDT
 AE2038  HISTORY     - 19950913 GOOD             NGS
 AE2038  HISTORY     - 19961011 GOOD             CHANCE
 AE2038
 AE2038                          STATION DESCRIPTION
 AE2038
 AE2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2038'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2038'IN CLARK, THENCE 5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2038'338.0 M (1108.9 FT) EAST OF MILEPOST 342, 22.5 M (73.8 FT) NORTH OF
 AE2038'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) EAST OF A FENCE CORNER, 1.0 M
 AE2038'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 AE2038'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AE2038'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AE2038
 AE2038                          STATION RECOVERY (1996)
 AE2038
 AE2038'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2038'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2038'IN CLARK, THENCE 5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2038'338.0 M (1108.9 FT) EAST OF MILEPOST 342, 22.5 M (73.8 FT) NORTH OF
 AE2038'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) EAST OF A FENCE CORNER, 1.0 M
 AE2038'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 AE2038'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AE2038'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2036 ***********************************************************************
 AE2036  DESIGNATION -  212 343.21
 AE2036  PID         -  AE2036
 AE2036  STATE/COUNTY-  SD/CLARK
 AE2036  COUNTRY     -  US
 AE2036  USGS QUAD   -  BAILEYS LAKE (2017)
 AE2036
 AE2036                         *CURRENT SURVEY CONTROL
 AE2036  ______________________________________________________________________
 AE2036* NAD 83(1986) POSITION- 44 52 32.     (N) 097 47 08.     (W)   SCALED
 AE2036* NAVD 88 ORTHO HEIGHT -   553.124 (meters)     1814.71  (feet) ADJUSTED
 AE2036  ______________________________________________________________________
 AE2036  GEOID HEIGHT    -        -24.553 (meters)                     GEOID18
 AE2036  DYNAMIC HEIGHT  -        553.047 (meters)     1814.46  (feet) COMP
 AE2036  MODELED GRAVITY -    980,458.7   (mgal)                       NAVD 88
 AE2036
 AE2036  VERT ORDER      -  FIRST     CLASS II
 AE2036
 AE2036.The horizontal coordinates were scaled from a map and have
 AE2036.an estimated accuracy of +/- 6 seconds.
 AE2036
 AE2036.The orthometric height was determined by differential leveling and
 AE2036.adjusted by the NATIONAL GEODETIC SURVEY
 AE2036.in July 1998.
 AE2036
 AE2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2036.GEOID18 height accuracy estimate available here.
 AE2036
 AE2036.Click photographs - Photos may exist for this station.
 AE2036
 AE2036.The dynamic height is computed by dividing the NAVD 88
 AE2036.geopotential number by the normal gravity value computed on the
 AE2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2036.degrees latitude (g = 980.6199 gals.).
 AE2036
 AE2036.The modeled gravity was interpolated from observed gravity values.
 AE2036
 AE2036;                    North         East    Units  Estimated Accuracy
 AE2036;SPC SD N     -   118,210.      774,950.      MT  (+/- 180 meters Scaled)
 AE2036
 AE2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ959698(NAD 83)
 AE2036
 AE2036                          SUPERSEDED SURVEY CONTROL
 AE2036
 AE2036.No superseded survey control is available for this station.
 AE2036
 AE2036_MARKER: DB = BENCH MARK DISK
 AE2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2036_STAMPING: 212-343.21 1995
 AE2036_MARK LOGO: SDDT
 AE2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2036+STABILITY: SURFACE MOTION
 AE2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2036+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2036
 AE2036  HISTORY     - Date     Condition        Report By
 AE2036  HISTORY     - 1995     MONUMENTED       SDDT
 AE2036  HISTORY     - 19950913 GOOD             NGS
 AE2036  HISTORY     - 19961011 GOOD             CHANCE
 AE2036
 AE2036                          STATION DESCRIPTION
 AE2036
 AE2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2036'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2036'IN CLARK, THENCE 4.2 KM (2.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2036'348.0 M (1141.7 FT) EAST OF MILEPOST 343, 25.3 M (83.0 FT) WEST OF THE
 AE2036'CENTER OF A FIELD ENTRANCE AND GATE, 23.3 M (76.4 FT) NORTH OF THE
 AE2036'HIGHWAY CENTERLINE, 2.3 M (7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.4
 AE2036'M (4.6 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE2036'POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND THE MONUMENT IS RECESSED
 AE2036'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AE2036
 AE2036                          STATION RECOVERY (1996)
 AE2036
 AE2036'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2036'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2036'IN CLARK, THENCE 4.2 KM (2.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2036'348.0 M (1141.7 FT) EAST OF MILEPOST 343, 25.3 M (83.0 FT) WEST OF THE
 AE2036'CENTER OF A FIELD ENTRANCE AND GATE, 23.3 M (76.4 FT) NORTH OF THE
 AE2036'HIGHWAY CENTERLINE, 2.3 M (7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.4
 AE2036'M (4.6 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AE2036'POST AND FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AE2036'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2035 ***********************************************************************
 AE2035  DESIGNATION -  212 344.20
 AE2035  PID         -  AE2035
 AE2035  STATE/COUNTY-  SD/CLARK
 AE2035  COUNTRY     -  US
 AE2035  USGS QUAD   -  BAILEYS LAKE (2017)
 AE2035
 AE2035                         *CURRENT SURVEY CONTROL
 AE2035  ______________________________________________________________________
 AE2035* NAD 83(1986) POSITION- 44 52 39.     (N) 097 45 57.     (W)   SCALED
 AE2035* NAVD 88 ORTHO HEIGHT -   565.592 (meters)     1855.61  (feet) ADJUSTED
 AE2035  ______________________________________________________________________
 AE2035  GEOID HEIGHT    -        -24.565 (meters)                     GEOID18
 AE2035  DYNAMIC HEIGHT  -        565.511 (meters)     1855.35  (feet) COMP
 AE2035  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 AE2035
 AE2035  VERT ORDER      -  FIRST     CLASS II
 AE2035
 AE2035.The horizontal coordinates were scaled from a map and have
 AE2035.an estimated accuracy of +/- 6 seconds.
 AE2035
 AE2035.The orthometric height was determined by differential leveling and
 AE2035.adjusted by the NATIONAL GEODETIC SURVEY
 AE2035.in July 1998.
 AE2035
 AE2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2035.GEOID18 height accuracy estimate available here.
 AE2035
 AE2035.Click photographs - Photos may exist for this station.
 AE2035
 AE2035.The dynamic height is computed by dividing the NAVD 88
 AE2035.geopotential number by the normal gravity value computed on the
 AE2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2035.degrees latitude (g = 980.6199 gals.).
 AE2035
 AE2035.The modeled gravity was interpolated from observed gravity values.
 AE2035
 AE2035;                    North         East    Units  Estimated Accuracy
 AE2035;SPC SD N     -   118,470.      776,500.      MT  (+/- 180 meters Scaled)
 AE2035
 AE2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ974700(NAD 83)
 AE2035
 AE2035                          SUPERSEDED SURVEY CONTROL
 AE2035
 AE2035.No superseded survey control is available for this station.
 AE2035
 AE2035_MARKER: DB = BENCH MARK DISK
 AE2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2035_STAMPING: 212-344.20 1995
 AE2035_MARK LOGO: SDDT
 AE2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2035+STABILITY: SURFACE MOTION
 AE2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2035+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2035
 AE2035  HISTORY     - Date     Condition        Report By
 AE2035  HISTORY     - 1995     MONUMENTED       SDDT
 AE2035  HISTORY     - 19950913 GOOD             NGS
 AE2035  HISTORY     - 19961011 GOOD             CHANCE
 AE2035
 AE2035                          STATION DESCRIPTION
 AE2035
 AE2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2035'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2035'IN CLARK, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2035'324.0 M (1063.0 FT) EAST OF MILEPOST 344, 22.5 M (73.8 FT) NORTH OF
 AE2035'THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) WEST OF THE CENTER OF A FIELD
 AE2035'ENTRANCE AND GATE, 1.2 M (3.9 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0
 AE2035'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE2035'POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AE2035'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE2035
 AE2035                          STATION RECOVERY (1996)
 AE2035
 AE2035'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2035'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2035'IN CLARK, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2035'324.0 M (1063.0 FT) EAST OF MILEPOST 344, 22.5 M (73.8 FT) NORTH OF
 AE2035'THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) WEST OF THE CENTER OF A FIELD
 AE2035'ENTRANCE AND GATE, 1.2 M (3.9 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0
 AE2035'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE2035'POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AE2035'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2034 ***********************************************************************
 AE2034  DESIGNATION -  212 345.15
 AE2034  PID         -  AE2034
 AE2034  STATE/COUNTY-  SD/CLARK
 AE2034  COUNTRY     -  US
 AE2034  USGS QUAD   -  CLARK NORTH (2017)
 AE2034
 AE2034                         *CURRENT SURVEY CONTROL
 AE2034  ______________________________________________________________________
 AE2034* NAD 83(1986) POSITION- 44 52 39.     (N) 097 44 45.     (W)   SCALED
 AE2034* NAVD 88 ORTHO HEIGHT -   570.758 (meters)     1872.56  (feet) ADJUSTED
 AE2034  ______________________________________________________________________
 AE2034  GEOID HEIGHT    -        -24.580 (meters)                     GEOID18
 AE2034  DYNAMIC HEIGHT  -        570.676 (meters)     1872.29  (feet) COMP
 AE2034  MODELED GRAVITY -    980,454.9   (mgal)                       NAVD 88
 AE2034
 AE2034  VERT ORDER      -  FIRST     CLASS II
 AE2034
 AE2034.The horizontal coordinates were scaled from a map and have
 AE2034.an estimated accuracy of +/- 6 seconds.
 AE2034
 AE2034.The orthometric height was determined by differential leveling and
 AE2034.adjusted by the NATIONAL GEODETIC SURVEY
 AE2034.in July 1998.
 AE2034
 AE2034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2034.GEOID18 height accuracy estimate available here.
 AE2034
 AE2034.Click photographs - Photos may exist for this station.
 AE2034
 AE2034.The dynamic height is computed by dividing the NAVD 88
 AE2034.geopotential number by the normal gravity value computed on the
 AE2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2034.degrees latitude (g = 980.6199 gals.).
 AE2034
 AE2034.The modeled gravity was interpolated from observed gravity values.
 AE2034
 AE2034;                    North         East    Units  Estimated Accuracy
 AE2034;SPC SD N     -   118,510.      778,080.      MT  (+/- 180 meters Scaled)
 AE2034
 AE2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ990701(NAD 83)
 AE2034
 AE2034                          SUPERSEDED SURVEY CONTROL
 AE2034
 AE2034.No superseded survey control is available for this station.
 AE2034
 AE2034_MARKER: DB = BENCH MARK DISK
 AE2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2034_STAMPING: 212-345.15 1995 1871.63
 AE2034_MARK LOGO: SDDT
 AE2034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2034+STABILITY: SURFACE MOTION
 AE2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2034+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2034
 AE2034  HISTORY     - Date     Condition        Report By
 AE2034  HISTORY     - 1995     MONUMENTED       SDDT
 AE2034  HISTORY     - 19950913 GOOD             NGS
 AE2034  HISTORY     - 19961011 GOOD             CHANCE
 AE2034
 AE2034                          STATION DESCRIPTION
 AE2034
 AE2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2034'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2034'IN CLARK, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2034'256.0 M (839.9 FT) EAST OF MILEPOST 345, 30.9 M (101.4 FT) SOUTH OF
 AE2034'THE SOUTHWEST CORNER OF A HOUSE, 23.1 M (75.8 FT) EAST OF A UTILITY
 AE2034'POLE, 15.1 M (49.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT)
 AE2034'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE2034'POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE2034'FLUSH WITH THE GROUND SURFACE.
 AE2034
 AE2034                          STATION RECOVERY (1996)
 AE2034
 AE2034'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2034'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2034'IN CLARK, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2034'256.0 M (839.9 FT) EAST OF MILEPOST 345, 30.9 M (101.4 FT) SOUTH OF
 AE2034'THE SOUTHWEST CORNER OF A HOUSE, 23.1 M (75.8 FT) EAST OF A UTILITY
 AE2034'LIGHT POLE, 15.1 M (49.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.3 M
 AE2034'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AE2034'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AE2034'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2033 ***********************************************************************
 AE2033  DESIGNATION -  212 346.16
 AE2033  PID         -  AE2033
 AE2033  STATE/COUNTY-  SD/CLARK
 AE2033  COUNTRY     -  US
 AE2033  USGS QUAD   -  CLARK NORTH (2017)
 AE2033
 AE2033                         *CURRENT SURVEY CONTROL
 AE2033  ______________________________________________________________________
 AE2033* NAD 83(1986) POSITION- 44 52 37.     (N) 097 43 35.     (W)   SCALED
 AE2033* NAVD 88 ORTHO HEIGHT -   544.001 (meters)     1784.78  (feet) ADJUSTED
 AE2033  ______________________________________________________________________
 AE2033  GEOID HEIGHT    -        -24.598 (meters)                     GEOID18
 AE2033  DYNAMIC HEIGHT  -        543.922 (meters)     1784.52  (feet) COMP
 AE2033  MODELED GRAVITY -    980,454.2   (mgal)                       NAVD 88
 AE2033
 AE2033  VERT ORDER      -  FIRST     CLASS II
 AE2033
 AE2033.The horizontal coordinates were scaled from a map and have
 AE2033.an estimated accuracy of +/- 6 seconds.
 AE2033
 AE2033.The orthometric height was determined by differential leveling and
 AE2033.adjusted by the NATIONAL GEODETIC SURVEY
 AE2033.in July 1998.
 AE2033
 AE2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2033.GEOID18 height accuracy estimate available here.
 AE2033
 AE2033.Click photographs - Photos may exist for this station.
 AE2033
 AE2033.The dynamic height is computed by dividing the NAVD 88
 AE2033.geopotential number by the normal gravity value computed on the
 AE2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2033.degrees latitude (g = 980.6199 gals.).
 AE2033
 AE2033.The modeled gravity was interpolated from observed gravity values.
 AE2033
 AE2033;                    North         East    Units  Estimated Accuracy
 AE2033;SPC SD N     -   118,490.      779,620.      MT  (+/- 180 meters Scaled)
 AE2033
 AE2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ005700(NAD 83)
 AE2033
 AE2033                          SUPERSEDED SURVEY CONTROL
 AE2033
 AE2033.No superseded survey control is available for this station.
 AE2033
 AE2033_MARKER: DB = BENCH MARK DISK
 AE2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2033_STAMPING: 212-346.16 1990 1783.74
 AE2033_MARK LOGO: SDDT
 AE2033_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2033+STABILITY: SURFACE MOTION
 AE2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2033+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2033
 AE2033  HISTORY     - Date     Condition        Report By
 AE2033  HISTORY     - 1990     MONUMENTED       SDDT
 AE2033  HISTORY     - 19950913 GOOD             NGS
 AE2033  HISTORY     - 19961011 GOOD             CHANCE
 AE2033
 AE2033                          STATION DESCRIPTION
 AE2033
 AE2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2033'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2033'IN CLARK, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2033'260.0 M (853.0 FT) EAST OF MILEPOST 346, 15.0 M (49.2 FT) NORTH OF THE
 AE2033'HIGHWAY CENTERLINE, 3.1 M (10.2 FT) EAST OF THE CENTER OF A DRIVEWAY,
 AE2033'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AE2033'A WITNESS POST AND FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE
 AE2033'GROUND SURFACE.
 AE2033
 AE2033                          STATION RECOVERY (1996)
 AE2033
 AE2033'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2033'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2033'IN CLARK, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2033'260.0 M (853.0 FT) EAST OF MILEPOST 346, 15.0 M (49.2 FT) NORTH OF THE
 AE2033'HIGHWAY CENTERLINE, 3.1 M (10.2 FT) EAST OF THE CENTER OF A DRIVEWAY,
 AE2033'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 AE2033'A WITNESS POST AND FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE2033'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2032 ***********************************************************************
 AE2032  DESIGNATION -  212 347.16
 AE2032  PID         -  AE2032
 AE2032  STATE/COUNTY-  SD/CLARK
 AE2032  COUNTRY     -  US
 AE2032  USGS QUAD   -  CLARK NORTH (2017)
 AE2032
 AE2032                         *CURRENT SURVEY CONTROL
 AE2032  ______________________________________________________________________
 AE2032* NAD 83(1986) POSITION- 44 52 38.     (N) 097 42 23.     (W)   SCALED
 AE2032* NAVD 88 ORTHO HEIGHT -   544.893 (meters)     1787.70  (feet) ADJUSTED
 AE2032  ______________________________________________________________________
 AE2032  GEOID HEIGHT    -        -24.616 (meters)                     GEOID18
 AE2032  DYNAMIC HEIGHT  -        544.813 (meters)     1787.44  (feet) COMP
 AE2032  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 AE2032
 AE2032  VERT ORDER      -  FIRST     CLASS II
 AE2032
 AE2032.The horizontal coordinates were scaled from a map and have
 AE2032.an estimated accuracy of +/- 6 seconds.
 AE2032
 AE2032.The orthometric height was determined by differential leveling and
 AE2032.adjusted by the NATIONAL GEODETIC SURVEY
 AE2032.in July 1998.
 AE2032
 AE2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2032.GEOID18 height accuracy estimate available here.
 AE2032
 AE2032.Click photographs - Photos may exist for this station.
 AE2032
 AE2032.The dynamic height is computed by dividing the NAVD 88
 AE2032.geopotential number by the normal gravity value computed on the
 AE2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2032.degrees latitude (g = 980.6199 gals.).
 AE2032
 AE2032.The modeled gravity was interpolated from observed gravity values.
 AE2032
 AE2032;                    North         East    Units  Estimated Accuracy
 AE2032;SPC SD N     -   118,570.      781,200.      MT  (+/- 180 meters Scaled)
 AE2032
 AE2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ021701(NAD 83)
 AE2032
 AE2032                          SUPERSEDED SURVEY CONTROL
 AE2032
 AE2032.No superseded survey control is available for this station.
 AE2032
 AE2032_MARKER: DB = BENCH MARK DISK
 AE2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2032_STAMPING: 212-347.16 1985 1786.76
 AE2032_MARK LOGO: SDDT
 AE2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2032+STABILITY: SURFACE MOTION
 AE2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2032+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2032
 AE2032  HISTORY     - Date     Condition        Report By
 AE2032  HISTORY     - 1985     MONUMENTED       SDDT
 AE2032  HISTORY     - 19950913 GOOD             NGS
 AE2032  HISTORY     - 19961011 GOOD             CHANCE
 AE2032
 AE2032                          STATION DESCRIPTION
 AE2032
 AE2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2032'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2032'IN CLARK, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2032'53.7 M (176.2 FT) WEST OF A FENCE CORNER, 22.6 M (74.1 FT) NORTH OF
 AE2032'THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE2032'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE2032'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AE2032
 AE2032                          STATION RECOVERY (1996)
 AE2032
 AE2032'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2032'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2032'IN CLARK, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2032'276.0 M (905.5 FT) EAST OF MILEPOST 347, 53.7 M (176.2 FT) WEST OF A
 AE2032'T-FENCE CORNER, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5
 AE2032'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AE2032'WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 AE2032'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2031 ***********************************************************************
 AE2031  DESIGNATION -  212 348.16
 AE2031  PID         -  AE2031
 AE2031  STATE/COUNTY-  SD/CLARK
 AE2031  COUNTRY     -  US
 AE2031  USGS QUAD   -  CLARK NORTH (2017)
 AE2031
 AE2031                         *CURRENT SURVEY CONTROL
 AE2031  ______________________________________________________________________
 AE2031* NAD 83(1986) POSITION- 44 52 38.     (N) 097 41 08.     (W)   SCALED
 AE2031* NAVD 88 ORTHO HEIGHT -   545.501 (meters)     1789.70  (feet) ADJUSTED
 AE2031  ______________________________________________________________________
 AE2031  GEOID HEIGHT    -        -24.634 (meters)                     GEOID18
 AE2031  DYNAMIC HEIGHT  -        545.421 (meters)     1789.44  (feet) COMP
 AE2031  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE2031
 AE2031  VERT ORDER      -  FIRST     CLASS II
 AE2031
 AE2031.The horizontal coordinates were scaled from a map and have
 AE2031.an estimated accuracy of +/- 6 seconds.
 AE2031
 AE2031.The orthometric height was determined by differential leveling and
 AE2031.adjusted by the NATIONAL GEODETIC SURVEY
 AE2031.in July 1998.
 AE2031
 AE2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2031.GEOID18 height accuracy estimate available here.
 AE2031
 AE2031.Click photographs - Photos may exist for this station.
 AE2031
 AE2031.The dynamic height is computed by dividing the NAVD 88
 AE2031.geopotential number by the normal gravity value computed on the
 AE2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2031.degrees latitude (g = 980.6199 gals.).
 AE2031
 AE2031.The modeled gravity was interpolated from observed gravity values.
 AE2031
 AE2031;                    North         East    Units  Estimated Accuracy
 AE2031;SPC SD N     -   118,610.      782,840.      MT  (+/- 180 meters Scaled)
 AE2031
 AE2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ038701(NAD 83)
 AE2031
 AE2031                          SUPERSEDED SURVEY CONTROL
 AE2031
 AE2031.No superseded survey control is available for this station.
 AE2031
 AE2031_MARKER: DB = BENCH MARK DISK
 AE2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2031_STAMPING: 212-348.16 1985 1788.77
 AE2031_MARK LOGO: SDDT
 AE2031_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2031+STABILITY: SURFACE MOTION
 AE2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2031+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2031
 AE2031  HISTORY     - Date     Condition        Report By
 AE2031  HISTORY     - 1985     MONUMENTED       SDDT
 AE2031  HISTORY     - 19950913 GOOD             NGS
 AE2031  HISTORY     - 19961011 GOOD             CHANCE
 AE2031
 AE2031                          STATION DESCRIPTION
 AE2031
 AE2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2031'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2031'IN CLARK, THENCE 3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2031'283.0 M (928.5 FT) EAST OF MILEPOST 348, 23.4 M (76.8 FT) NORTH OF THE
 AE2031'HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7
 AE2031'M (2.3 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER LP 3, 0.3 M
 AE2031'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE2031'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AE2031
 AE2031                          STATION RECOVERY (1996)
 AE2031
 AE2031'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2031'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2031'IN CLARK, THENCE 3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2031'283.0 M (928.5 FT) EAST OF MILEPOST 348, 23.4 M (76.8 FT) NORTH OF THE
 AE2031'HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7
 AE2031'M (2.3 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER LP 3, 0.3 M
 AE2031'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AE2031'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2030 ***********************************************************************
 AE2030  DESIGNATION -  212 349.21
 AE2030  PID         -  AE2030
 AE2030  STATE/COUNTY-  SD/CLARK
 AE2030  COUNTRY     -  US
 AE2030  USGS QUAD   -  CLARK NORTH (2017)
 AE2030
 AE2030                         *CURRENT SURVEY CONTROL
 AE2030  ______________________________________________________________________
 AE2030* NAD 83(1986) POSITION- 44 52 38.     (N) 097 39 48.     (W)   SCALED
 AE2030* NAVD 88 ORTHO HEIGHT -   546.038 (meters)     1791.46  (feet) ADJUSTED
 AE2030  ______________________________________________________________________
 AE2030  GEOID HEIGHT    -        -24.655 (meters)                     GEOID18
 AE2030  DYNAMIC HEIGHT  -        545.958 (meters)     1791.20  (feet) COMP
 AE2030  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 AE2030
 AE2030  VERT ORDER      -  FIRST     CLASS II
 AE2030
 AE2030.The horizontal coordinates were scaled from a map and have
 AE2030.an estimated accuracy of +/- 6 seconds.
 AE2030
 AE2030.The orthometric height was determined by differential leveling and
 AE2030.adjusted by the NATIONAL GEODETIC SURVEY
 AE2030.in July 1998.
 AE2030
 AE2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2030.GEOID18 height accuracy estimate available here.
 AE2030
 AE2030.Click photographs - Photos may exist for this station.
 AE2030
 AE2030.The dynamic height is computed by dividing the NAVD 88
 AE2030.geopotential number by the normal gravity value computed on the
 AE2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2030.degrees latitude (g = 980.6199 gals.).
 AE2030
 AE2030.The modeled gravity was interpolated from observed gravity values.
 AE2030
 AE2030;                    North         East    Units  Estimated Accuracy
 AE2030;SPC SD N     -   118,660.      784,600.      MT  (+/- 180 meters Scaled)
 AE2030
 AE2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ055701(NAD 83)
 AE2030
 AE2030                          SUPERSEDED SURVEY CONTROL
 AE2030
 AE2030.No superseded survey control is available for this station.
 AE2030
 AE2030_MARKER: DB = BENCH MARK DISK
 AE2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2030_STAMPING: 212-349.21 1985 1790.53
 AE2030_MARK LOGO: SDDT
 AE2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2030+STABILITY: SURFACE MOTION
 AE2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2030+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2030
 AE2030  HISTORY     - Date     Condition        Report By
 AE2030  HISTORY     - 1985     MONUMENTED       SDDT
 AE2030  HISTORY     - 19950913 GOOD             NGS
 AE2030  HISTORY     - 19961011 GOOD             CHANCE
 AE2030
 AE2030                          STATION DESCRIPTION
 AE2030
 AE2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2030'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2030'IN CLARK, THENCE 5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2030'468.0 M (1535.4 FT) EAST OF MILEPOST 349, 22.5 M (73.8 FT) NORTH OF
 AE2030'THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT) WEST OF UNDERGROUND CABLE
 AE2030'JUNCTION BOX NUMBER LP 4, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AE2030'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF THE CENTER OF 3 BRACED FENCE POSTS,
 AE2030'0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A
 AE2030'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE2030
 AE2030                          STATION RECOVERY (1996)
 AE2030
 AE2030'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2030'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2030'IN CLARK, THENCE 5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2030'468.0 M (1535.4 FT) EAST OF MILEPOST 349, 22.5 M (73.8 FT) NORTH OF
 AE2030'THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT) WEST OF UNDERGROUND CABLE
 AE2030'JUNCTION BOX NUMBER LP 4, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AE2030'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF THE CENTER OF 3 BRACED FENCE POSTS,
 AE2030'0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A
 AE2030'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2026 ***********************************************************************
 AE2026  DESIGNATION -  212 353.22
 AE2026  PID         -  AE2026
 AE2026  STATE/COUNTY-  SD/CLARK
 AE2026  COUNTRY     -  US
 AE2026  USGS QUAD   -  GARDEN CITY (2017)
 AE2026
 AE2026                         *CURRENT SURVEY CONTROL
 AE2026  ______________________________________________________________________
 AE2026* NAD 83(1986) POSITION- 44 52 37.     (N) 097 34 59.     (W)   SCALED
 AE2026* NAVD 88 ORTHO HEIGHT -   550.309 (meters)     1805.47  (feet) ADJUSTED
 AE2026  ______________________________________________________________________
 AE2026  GEOID HEIGHT    -        -24.733 (meters)                     GEOID18
 AE2026  DYNAMIC HEIGHT  -        550.227 (meters)     1805.20  (feet) COMP
 AE2026  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 AE2026
 AE2026  VERT ORDER      -  FIRST     CLASS II
 AE2026
 AE2026.The horizontal coordinates were scaled from a map and have
 AE2026.an estimated accuracy of +/- 6 seconds.
 AE2026
 AE2026.The orthometric height was determined by differential leveling and
 AE2026.adjusted by the NATIONAL GEODETIC SURVEY
 AE2026.in July 1998.
 AE2026
 AE2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2026.GEOID18 height accuracy estimate available here.
 AE2026
 AE2026.Click photographs - Photos may exist for this station.
 AE2026
 AE2026.The dynamic height is computed by dividing the NAVD 88
 AE2026.geopotential number by the normal gravity value computed on the
 AE2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2026.degrees latitude (g = 980.6199 gals.).
 AE2026
 AE2026.The modeled gravity was interpolated from observed gravity values.
 AE2026
 AE2026;                    North         East    Units  Estimated Accuracy
 AE2026;SPC SD N     -   118,820.      790,940.      MT  (+/- 180 meters Scaled)
 AE2026
 AE2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ119702(NAD 83)
 AE2026
 AE2026                          SUPERSEDED SURVEY CONTROL
 AE2026
 AE2026.No superseded survey control is available for this station.
 AE2026
 AE2026_MARKER: DB = BENCH MARK DISK
 AE2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2026_STAMPING: 212-353.22 1985 1804.49
 AE2026_MARK LOGO: SDDT
 AE2026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2026+STABILITY: SURFACE MOTION
 AE2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2026+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2026
 AE2026  HISTORY     - Date     Condition        Report By
 AE2026  HISTORY     - 1985     MONUMENTED       SDDT
 AE2026  HISTORY     - 19950913 GOOD             NGS
 AE2026  HISTORY     - 19961011 GOOD             CHANCE
 AE2026
 AE2026                          STATION DESCRIPTION
 AE2026
 AE2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2026'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2026'MAIN STREET IN HENRY, 380.0 M (1246.7 FT) EAST OF MILEPOST 353, 41.6 M
 AE2026'(136.5 FT) EAST OF THE CENTER OF A TRACK ROAD, 22.6 M (74.1 FT) NORTH
 AE2026'OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE2026'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 AE2026'IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AE2026
 AE2026                          STATION RECOVERY (1996)
 AE2026
 AE2026'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2026'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2026'MAIN STREET IN HENRY, 380.0 M (1246.7 FT) EAST OF MILEPOST 353, 41.6 M
 AE2026'(136.5 FT) EAST OF THE CENTER OF A TRACK ROAD, 22.6 M (74.1 FT) NORTH
 AE2026'OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE2026'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 AE2026'IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2025 ***********************************************************************
 AE2025  DESIGNATION -  212 354.22
 AE2025  PID         -  AE2025
 AE2025  STATE/COUNTY-  SD/CLARK
 AE2025  COUNTRY     -  US
 AE2025  USGS QUAD   -  GARDEN CITY (2017)
 AE2025
 AE2025                         *CURRENT SURVEY CONTROL
 AE2025  ______________________________________________________________________
 AE2025* NAD 83(1986) POSITION- 44 52 37.     (N) 097 33 45.     (W)   SCALED
 AE2025* NAVD 88 ORTHO HEIGHT -   548.855 (meters)     1800.70  (feet) ADJUSTED
 AE2025  ______________________________________________________________________
 AE2025  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 AE2025  DYNAMIC HEIGHT  -        548.773 (meters)     1800.43  (feet) COMP
 AE2025  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 AE2025
 AE2025  VERT ORDER      -  FIRST     CLASS II
 AE2025
 AE2025.The horizontal coordinates were scaled from a map and have
 AE2025.an estimated accuracy of +/- 6 seconds.
 AE2025
 AE2025.The orthometric height was determined by differential leveling and
 AE2025.adjusted by the NATIONAL GEODETIC SURVEY
 AE2025.in July 1998.
 AE2025
 AE2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2025.GEOID18 height accuracy estimate available here.
 AE2025
 AE2025.Click photographs - Photos may exist for this station.
 AE2025
 AE2025.The dynamic height is computed by dividing the NAVD 88
 AE2025.geopotential number by the normal gravity value computed on the
 AE2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2025.degrees latitude (g = 980.6199 gals.).
 AE2025
 AE2025.The modeled gravity was interpolated from observed gravity values.
 AE2025
 AE2025;                    North         East    Units  Estimated Accuracy
 AE2025;SPC SD N     -   118,870.      792,560.      MT  (+/- 180 meters Scaled)
 AE2025
 AE2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ135702(NAD 83)
 AE2025
 AE2025                          SUPERSEDED SURVEY CONTROL
 AE2025
 AE2025.No superseded survey control is available for this station.
 AE2025
 AE2025_MARKER: DB = BENCH MARK DISK
 AE2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2025_STAMPING: 212-354.22 1985 1799.70
 AE2025_MARK LOGO: SDDT
 AE2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2025+STABILITY: SURFACE MOTION
 AE2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2025+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2025
 AE2025  HISTORY     - Date     Condition        Report By
 AE2025  HISTORY     - 1985     MONUMENTED       SDDT
 AE2025  HISTORY     - 19950913 GOOD             NGS
 AE2025  HISTORY     - 19961011 GOOD             CHANCE
 AE2025
 AE2025                          STATION DESCRIPTION
 AE2025
 AE2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2025'7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2025'MAIN STREET IN HENRY, 389.0 M (1276.2 FT) EAST OF MILEPOST 354, 35.3 M
 AE2025'(115.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.5 M (73.8 FT)
 AE2025'NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 AE2025'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AE2025'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AE2025'FT) BELOW THE GROUND SURFACE.
 AE2025
 AE2025                          STATION RECOVERY (1996)
 AE2025
 AE2025'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2025'7.4 KM (4.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2025'MAIN STREET IN HENRY, 389.0 M (1276.2 FT) EAST OF MILEPOST 354, 35.3 M
 AE2025'(115.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.5 M (73.8 FT)
 AE2025'NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 AE2025'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AE2025'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AE2025'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2024 ***********************************************************************
 AE2024  DESIGNATION -  212 355.29
 AE2024  PID         -  AE2024
 AE2024  STATE/COUNTY-  SD/CLARK
 AE2024  COUNTRY     -  US
 AE2024  USGS QUAD   -  GARDEN CITY (2017)
 AE2024
 AE2024                         *CURRENT SURVEY CONTROL
 AE2024  ______________________________________________________________________
 AE2024* NAD 83(1986) POSITION- 44 52 36.     (N) 097 32 32.     (W)   SCALED
 AE2024* NAVD 88 ORTHO HEIGHT -   547.505 (meters)     1796.27  (feet) ADJUSTED
 AE2024  ______________________________________________________________________
 AE2024  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 AE2024  DYNAMIC HEIGHT  -        547.423 (meters)     1796.00  (feet) COMP
 AE2024  MODELED GRAVITY -    980,448.8   (mgal)                       NAVD 88
 AE2024
 AE2024  VERT ORDER      -  FIRST     CLASS II
 AE2024
 AE2024.The horizontal coordinates were scaled from a map and have
 AE2024.an estimated accuracy of +/- 6 seconds.
 AE2024
 AE2024.The orthometric height was determined by differential leveling and
 AE2024.adjusted by the NATIONAL GEODETIC SURVEY
 AE2024.in July 1998.
 AE2024
 AE2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2024.GEOID18 height accuracy estimate available here.
 AE2024
 AE2024.Click photographs - Photos may exist for this station.
 AE2024
 AE2024.The dynamic height is computed by dividing the NAVD 88
 AE2024.geopotential number by the normal gravity value computed on the
 AE2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2024.degrees latitude (g = 980.6199 gals.).
 AE2024
 AE2024.The modeled gravity was interpolated from observed gravity values.
 AE2024
 AE2024;                    North         East    Units  Estimated Accuracy
 AE2024;SPC SD N     -   118,890.      794,160.      MT  (+/- 180 meters Scaled)
 AE2024
 AE2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ151702(NAD 83)
 AE2024
 AE2024                          SUPERSEDED SURVEY CONTROL
 AE2024
 AE2024.No superseded survey control is available for this station.
 AE2024
 AE2024_MARKER: DB = BENCH MARK DISK
 AE2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2024_STAMPING: 212-355.29 1985 1795.29
 AE2024_MARK LOGO: SDDT
 AE2024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2024+STABILITY: SURFACE MOTION
 AE2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2024+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2024
 AE2024  HISTORY     - Date     Condition        Report By
 AE2024  HISTORY     - 1985     MONUMENTED       SDDT
 AE2024  HISTORY     - 19950913 GOOD             NGS
 AE2024  HISTORY     - 19961011 GOOD             CHANCE
 AE2024
 AE2024                          STATION DESCRIPTION
 AE2024
 AE2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2024'5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2024'MAIN STREET IN HENRY, 366.0 M (1200.8 FT) EAST OF MILEPOST 355, 22.7 M
 AE2024'(74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.7 M (51.5 FT) EAST OF
 AE2024'THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE2024'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH
 AE2024'OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW
 AE2024'THE GROUND SURFACE.
 AE2024
 AE2024                          STATION RECOVERY (1996)
 AE2024
 AE2024'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2024'5.8 KM (3.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2024'MAIN STREET IN HENRY, 366.0 M (1200.8 FT) EAST OF MILEPOST 355, 22.7 M
 AE2024'(74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.7 M (51.5 FT) EAST OF
 AE2024'THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE2024'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH
 AE2024'OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW
 AE2024'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2023 ***********************************************************************
 AE2023  DESIGNATION -  212 356.21
 AE2023  PID         -  AE2023
 AE2023  STATE/COUNTY-  SD/CLARK
 AE2023  COUNTRY     -  US
 AE2023  USGS QUAD   -  GARDEN CITY (2017)
 AE2023
 AE2023                         *CURRENT SURVEY CONTROL
 AE2023  ______________________________________________________________________
 AE2023* NAD 83(1986) POSITION- 44 52 37.     (N) 097 31 18.     (W)   SCALED
 AE2023* NAVD 88 ORTHO HEIGHT -   543.389 (meters)     1782.77  (feet) ADJUSTED
 AE2023  ______________________________________________________________________
 AE2023  GEOID HEIGHT    -        -24.791 (meters)                     GEOID18
 AE2023  DYNAMIC HEIGHT  -        543.306 (meters)     1782.50  (feet) COMP
 AE2023  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 AE2023
 AE2023  VERT ORDER      -  FIRST     CLASS II
 AE2023
 AE2023.The horizontal coordinates were scaled from a map and have
 AE2023.an estimated accuracy of +/- 6 seconds.
 AE2023
 AE2023.The orthometric height was determined by differential leveling and
 AE2023.adjusted by the NATIONAL GEODETIC SURVEY
 AE2023.in July 1998.
 AE2023
 AE2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2023.GEOID18 height accuracy estimate available here.
 AE2023
 AE2023.Click photographs - Photos may exist for this station.
 AE2023
 AE2023.The dynamic height is computed by dividing the NAVD 88
 AE2023.geopotential number by the normal gravity value computed on the
 AE2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2023.degrees latitude (g = 980.6199 gals.).
 AE2023
 AE2023.The modeled gravity was interpolated from observed gravity values.
 AE2023
 AE2023;                    North         East    Units  Estimated Accuracy
 AE2023;SPC SD N     -   118,970.      795,790.      MT  (+/- 180 meters Scaled)
 AE2023
 AE2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ167703(NAD 83)
 AE2023
 AE2023                          SUPERSEDED SURVEY CONTROL
 AE2023
 AE2023.No superseded survey control is available for this station.
 AE2023
 AE2023_MARKER: DB = BENCH MARK DISK
 AE2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2023_STAMPING: 212-356.21 1985 1781.77
 AE2023_MARK LOGO: SDDT
 AE2023_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2023+STABILITY: SURFACE MOTION
 AE2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2023+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2023
 AE2023  HISTORY     - Date     Condition        Report By
 AE2023  HISTORY     - 1985     MONUMENTED       SDDT
 AE2023  HISTORY     - 19950913 GOOD             NGS
 AE2023  HISTORY     - 19961011 GOOD             CHANCE
 AE2023
 AE2023                          STATION DESCRIPTION
 AE2023
 AE2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2023'4.2 KM (2.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2023'MAIN STREET IN HENRY, 374.0 M (1227.0 FT) EAST OF MILEPOST 356, 24.8 M
 AE2023'(81.4 FT) EAST OF A FENCE CORNER, 22.4 M (73.5 FT) NORTH OF THE
 AE2023'HIGHWAY CENTERLINE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AE2023'M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF A
 AE2023'WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 AE2023'GROUND SURFACE.
 AE2023
 AE2023                          STATION RECOVERY (1996)
 AE2023
 AE2023'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2023'4.2 KM (2.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2023'MAIN STREET IN HENRY, 374.0 M (1227.0 FT) EAST OF MILEPOST 356, 24.8 M
 AE2023'(81.4 FT) EAST OF A FENCE CORNER, 22.4 M (73.5 FT) NORTH OF THE
 AE2023'HIGHWAY CENTERLINE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AE2023'M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF A
 AE2023'WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 AE2023'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2022 ***********************************************************************
 AE2022  DESIGNATION -  212 357.21
 AE2022  PID         -  AE2022
 AE2022  STATE/COUNTY-  SD/CLARK
 AE2022  COUNTRY     -  US
 AE2022  USGS QUAD   -  GARDEN CITY (2017)
 AE2022
 AE2022                         *CURRENT SURVEY CONTROL
 AE2022  ______________________________________________________________________
 AE2022* NAD 83(1986) POSITION- 44 52 37.     (N) 097 30 04.     (W)   SCALED
 AE2022* NAVD 88 ORTHO HEIGHT -   550.272 (meters)     1805.35  (feet) ADJUSTED
 AE2022  ______________________________________________________________________
 AE2022  GEOID HEIGHT    -        -24.810 (meters)                     GEOID18
 AE2022  DYNAMIC HEIGHT  -        550.189 (meters)     1805.08  (feet) COMP
 AE2022  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 AE2022
 AE2022  VERT ORDER      -  FIRST     CLASS II
 AE2022
 AE2022.The horizontal coordinates were scaled from a map and have
 AE2022.an estimated accuracy of +/- 6 seconds.
 AE2022
 AE2022.The orthometric height was determined by differential leveling and
 AE2022.adjusted by the NATIONAL GEODETIC SURVEY
 AE2022.in July 1998.
 AE2022
 AE2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2022.GEOID18 height accuracy estimate available here.
 AE2022
 AE2022.Click photographs - Photos may exist for this station.
 AE2022
 AE2022.The dynamic height is computed by dividing the NAVD 88
 AE2022.geopotential number by the normal gravity value computed on the
 AE2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2022.degrees latitude (g = 980.6199 gals.).
 AE2022
 AE2022.The modeled gravity was interpolated from observed gravity values.
 AE2022
 AE2022;                    North         East    Units  Estimated Accuracy
 AE2022;SPC SD N     -   119,020.      797,410.      MT  (+/- 180 meters Scaled)
 AE2022
 AE2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ183703(NAD 83)
 AE2022
 AE2022                          SUPERSEDED SURVEY CONTROL
 AE2022
 AE2022.No superseded survey control is available for this station.
 AE2022
 AE2022_MARKER: DB = BENCH MARK DISK
 AE2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2022_STAMPING: 212-357.21 1985 1804.37
 AE2022_MARK LOGO: SDDT
 AE2022_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2022+STABILITY: SURFACE MOTION
 AE2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2022+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2022
 AE2022  HISTORY     - Date     Condition        Report By
 AE2022  HISTORY     - 1985     MONUMENTED       SDDT
 AE2022  HISTORY     - 19950913 GOOD             NGS
 AE2022  HISTORY     - 19961011 GOOD             CHANCE
 AE2022
 AE2022                          STATION DESCRIPTION
 AE2022
 AE2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2022'2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2022'MAIN STREET IN HENRY, 382.0 M (1253.3 FT) EAST OF MILEPOST 357, 30.3 M
 AE2022'(99.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 25.6 M (84.0 FT)
 AE2022'EAST OF A RIGHT-OF-WAY POST, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY
 AE2022'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE2022'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE2022'SURFACE.
 AE2022
 AE2022                          STATION RECOVERY (1996)
 AE2022
 AE2022'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2022'2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2022'MAIN STREET IN HENRY, 382.0 M (1253.3 FT) EAST OF MILEPOST 357, 30.3 M
 AE2022'(99.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 25.6 M (84.0 FT)
 AE2022'EAST OF A RIGHT-OF-WAY POST, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY
 AE2022'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE2022'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE2022'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2021 ***********************************************************************
 AE2021  DESIGNATION -  212 358.16
 AE2021  PID         -  AE2021
 AE2021  STATE/COUNTY-  SD/CODINGTON
 AE2021  COUNTRY     -  US
 AE2021  USGS QUAD   -  HENRY (2017)
 AE2021
 AE2021                         *CURRENT SURVEY CONTROL
 AE2021  ______________________________________________________________________
 AE2021* NAD 83(1986) POSITION- 44 52 36.     (N) 097 28 54.     (W)   SCALED
 AE2021* NAVD 88 ORTHO HEIGHT -   548.907 (meters)     1800.87  (feet) ADJUSTED
 AE2021  ______________________________________________________________________
 AE2021  GEOID HEIGHT    -        -24.826 (meters)                     GEOID18
 AE2021  DYNAMIC HEIGHT  -        548.825 (meters)     1800.60  (feet) COMP
 AE2021  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 AE2021
 AE2021  VERT ORDER      -  FIRST     CLASS II
 AE2021
 AE2021.The horizontal coordinates were scaled from a map and have
 AE2021.an estimated accuracy of +/- 6 seconds.
 AE2021
 AE2021.The orthometric height was determined by differential leveling and
 AE2021.adjusted by the NATIONAL GEODETIC SURVEY
 AE2021.in July 1998.
 AE2021
 AE2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2021.GEOID18 height accuracy estimate available here.
 AE2021
 AE2021.Click photographs - Photos may exist for this station.
 AE2021
 AE2021.The dynamic height is computed by dividing the NAVD 88
 AE2021.geopotential number by the normal gravity value computed on the
 AE2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2021.degrees latitude (g = 980.6199 gals.).
 AE2021
 AE2021.The modeled gravity was interpolated from observed gravity values.
 AE2021
 AE2021;                    North         East    Units  Estimated Accuracy
 AE2021;SPC SD N     -   119,030.      798,950.      MT  (+/- 180 meters Scaled)
 AE2021
 AE2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ199703(NAD 83)
 AE2021
 AE2021                          SUPERSEDED SURVEY CONTROL
 AE2021
 AE2021.No superseded survey control is available for this station.
 AE2021
 AE2021_MARKER: DB = BENCH MARK DISK
 AE2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2021_STAMPING: 212-358.16 1985
 AE2021_MARK LOGO: SDDT
 AE2021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2021+STABILITY: SURFACE MOTION
 AE2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2021+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2021
 AE2021  HISTORY     - Date     Condition        Report By
 AE2021  HISTORY     - 1985     MONUMENTED       SDDT
 AE2021  HISTORY     - 19950925 GOOD             NGS
 AE2021  HISTORY     - 19961011 GOOD             CHANCE
 AE2021
 AE2021                          STATION DESCRIPTION
 AE2021
 AE2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2021'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2021'MAIN STREET IN HENRY, 302.0 M (990.8 FT) EAST OF MILEPOST 358, 32.5 M
 AE2021'(106.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.6 M (74.1 FT)
 AE2021'NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AE2021'HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTH
 AE2021'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.08 M (0.26 FT) ABOVE
 AE2021'THE GROUND SURFACE.
 AE2021
 AE2021                          STATION RECOVERY (1996)
 AE2021
 AE2021'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2021'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2021'MAIN STREET IN HENRY, 302.0 M (990.8 FT) EAST OF MILEPOST 358, 32.5 M
 AE2021'(106.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.6 M (74.1 FT)
 AE2021'NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AE2021'HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTH
 AE2021'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.08 M (0.26 FT) ABOVE
 AE2021'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2019 ***********************************************************************
 AE2019  DESIGNATION -  212 359.23
 AE2019  PID         -  AE2019
 AE2019  STATE/COUNTY-  SD/CODINGTON
 AE2019  COUNTRY     -  US
 AE2019  USGS QUAD   -  HENRY (2017)
 AE2019
 AE2019                         *CURRENT SURVEY CONTROL
 AE2019  ______________________________________________________________________
 AE2019* NAD 83(1986) POSITION- 44 52 36.     (N) 097 27 31.     (W)   SCALED
 AE2019* NAVD 88 ORTHO HEIGHT -   548.268 (meters)     1798.78  (feet) ADJUSTED
 AE2019  ______________________________________________________________________
 AE2019  GEOID HEIGHT    -        -24.847 (meters)                     GEOID18
 AE2019  DYNAMIC HEIGHT  -        548.187 (meters)     1798.51  (feet) COMP
 AE2019  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 AE2019
 AE2019  VERT ORDER      -  FIRST     CLASS II
 AE2019
 AE2019.The horizontal coordinates were scaled from a map and have
 AE2019.an estimated accuracy of +/- 6 seconds.
 AE2019
 AE2019.The orthometric height was determined by differential leveling and
 AE2019.adjusted by the NATIONAL GEODETIC SURVEY
 AE2019.in July 1998.
 AE2019
 AE2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2019.GEOID18 height accuracy estimate available here.
 AE2019
 AE2019.Click photographs - Photos may exist for this station.
 AE2019
 AE2019.The dynamic height is computed by dividing the NAVD 88
 AE2019.geopotential number by the normal gravity value computed on the
 AE2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2019.degrees latitude (g = 980.6199 gals.).
 AE2019
 AE2019.The modeled gravity was interpolated from observed gravity values.
 AE2019
 AE2019;                    North         East    Units  Estimated Accuracy
 AE2019;SPC SD N     -   119,090.      800,770.      MT  (+/- 180 meters Scaled)
 AE2019
 AE2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ217704(NAD 83)
 AE2019
 AE2019                          SUPERSEDED SURVEY CONTROL
 AE2019
 AE2019.No superseded survey control is available for this station.
 AE2019
 AE2019_MARKER: DB = BENCH MARK DISK
 AE2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2019_STAMPING: 212-359.23 1985 1797.74
 AE2019_MARK LOGO: SDDT
 AE2019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2019+STABILITY: SURFACE MOTION
 AE2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2019+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2019
 AE2019  HISTORY     - Date     Condition        Report By
 AE2019  HISTORY     - 1985     MONUMENTED       SDDT
 AE2019  HISTORY     - 19950925 GOOD             NGS
 AE2019  HISTORY     - 19961011 GOOD             CHANCE
 AE2019
 AE2019                          STATION DESCRIPTION
 AE2019
 AE2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2019'1.1 KM (0.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2019'MAIN STREET IN HENRY, 524.0 M (1719.2 FT) EAST OF MILEPOST 359, 22.6 M
 AE2019'(74.1 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 22.6 M (74.1 FT)
 AE2019'NORTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.7
 AE2019'M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AE2019'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AE2019'IS FLUSH WITH THE GROUND SURFACE.
 AE2019
 AE2019                          STATION RECOVERY (1996)
 AE2019
 AE2019'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2019'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2019'MAIN STREET IN HENRY, 524.0 M (1719.2 FT) EAST OF MILEPOST 359, 22.6 M
 AE2019'(74.1 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 22.1 M (72.5 FT)
 AE2019'NORTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.7
 AE2019'M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AE2019'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AE2019'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2018 ***********************************************************************
 AE2018  DESIGNATION -  212 360.18
 AE2018  PID         -  AE2018
 AE2018  STATE/COUNTY-  SD/CODINGTON
 AE2018  COUNTRY     -  US
 AE2018  USGS QUAD   -  HENRY (2017)
 AE2018
 AE2018                         *CURRENT SURVEY CONTROL
 AE2018  ______________________________________________________________________
 AE2018* NAD 83(1986) POSITION- 44 52 37.     (N) 097 26 31.     (W)   SCALED
 AE2018* NAVD 88 ORTHO HEIGHT -   541.267 (meters)     1775.81  (feet) ADJUSTED
 AE2018  ______________________________________________________________________
 AE2018  GEOID HEIGHT    -        -24.863 (meters)                     GEOID18
 AE2018  DYNAMIC HEIGHT  -        541.186 (meters)     1775.54  (feet) COMP
 AE2018  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 AE2018
 AE2018  VERT ORDER      -  FIRST     CLASS II
 AE2018
 AE2018.The horizontal coordinates were scaled from a map and have
 AE2018.an estimated accuracy of +/- 6 seconds.
 AE2018
 AE2018.The orthometric height was determined by differential leveling and
 AE2018.adjusted by the NATIONAL GEODETIC SURVEY
 AE2018.in July 1998.
 AE2018
 AE2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2018.GEOID18 height accuracy estimate available here.
 AE2018
 AE2018.Click photographs - Photos may exist for this station.
 AE2018
 AE2018.The dynamic height is computed by dividing the NAVD 88
 AE2018.geopotential number by the normal gravity value computed on the
 AE2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2018.degrees latitude (g = 980.6199 gals.).
 AE2018
 AE2018.The modeled gravity was interpolated from observed gravity values.
 AE2018
 AE2018;                    North         East    Units  Estimated Accuracy
 AE2018;SPC SD N     -   119,160.      802,080.      MT  (+/- 180 meters Scaled)
 AE2018
 AE2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ230704(NAD 83)
 AE2018
 AE2018                          SUPERSEDED SURVEY CONTROL
 AE2018
 AE2018.No superseded survey control is available for this station.
 AE2018
 AE2018_MARKER: DB = BENCH MARK DISK
 AE2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2018_STAMPING: 212 360.18 1985 1774.76
 AE2018_MARK LOGO: SDDT
 AE2018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2018+STABILITY: SURFACE MOTION
 AE2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2018+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2018
 AE2018  HISTORY     - Date     Condition        Report By
 AE2018  HISTORY     - 1985     MONUMENTED       SDDT
 AE2018  HISTORY     - 19950925 GOOD             NGS
 AE2018  HISTORY     - 19961011 GOOD             CHANCE
 AE2018
 AE2018                          STATION DESCRIPTION
 AE2018
 AE2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2018'2.4 KM (1.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2018'MAIN STREET IN HENRY, 300.0 M (984.2 FT) EAST OF MILEPOST 360, 61.0 M
 AE2018'(200.1 FT) EAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 22.6
 AE2018'M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.6 M (74.1 FT)
 AE2018'NORTHWEST OF THE NORTH LEG OF A SIGN (ADOPT A HIGHWAY), 0.4 M (1.3 FT)
 AE2018'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE2018'POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE2018'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AE2018
 AE2018                          STATION RECOVERY (1996)
 AE2018
 AE2018'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2018'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2018'MAIN STREET IN HENRY, 300.0 M (984.2 FT) EAST OF MILEPOST 360, 61.0 M
 AE2018'(200.1 FT) EAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 22.6
 AE2018'M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.6 M (74.1 FT)
 AE2018'NORTHWEST OF THE NORTH LEG OF A SIGN (ADOPT A HIGHWAY), 0.4 M (1.3 FT)
 AE2018'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AE2018'POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE2018'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE. NOTE--THE 3 IN THE
 AE2018'STAMPING IS STAMPED UPSIDE DOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2017 ***********************************************************************
 AE2017  DESIGNATION -  212 361.17
 AE2017  PID         -  AE2017
 AE2017  STATE/COUNTY-  SD/CODINGTON
 AE2017  COUNTRY     -  US
 AE2017  USGS QUAD   -  HENRY (2017)
 AE2017
 AE2017                         *CURRENT SURVEY CONTROL
 AE2017  ______________________________________________________________________
 AE2017* NAD 83(1986) POSITION- 44 52 38.     (N) 097 25 17.     (W)   SCALED
 AE2017* NAVD 88 ORTHO HEIGHT -   534.564 (meters)     1753.82  (feet) ADJUSTED
 AE2017  ______________________________________________________________________
 AE2017  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 AE2017  DYNAMIC HEIGHT  -        534.484 (meters)     1753.55  (feet) COMP
 AE2017  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 AE2017
 AE2017  VERT ORDER      -  FIRST     CLASS II
 AE2017
 AE2017.The horizontal coordinates were scaled from a map and have
 AE2017.an estimated accuracy of +/- 6 seconds.
 AE2017
 AE2017.The orthometric height was determined by differential leveling and
 AE2017.adjusted by the NATIONAL GEODETIC SURVEY
 AE2017.in July 1998.
 AE2017
 AE2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2017.GEOID18 height accuracy estimate available here.
 AE2017
 AE2017.Click photographs - Photos may exist for this station.
 AE2017
 AE2017.The dynamic height is computed by dividing the NAVD 88
 AE2017.geopotential number by the normal gravity value computed on the
 AE2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2017.degrees latitude (g = 980.6199 gals.).
 AE2017
 AE2017.The modeled gravity was interpolated from observed gravity values.
 AE2017
 AE2017;                    North         East    Units  Estimated Accuracy
 AE2017;SPC SD N     -   119,240.      803,700.      MT  (+/- 180 meters Scaled)
 AE2017
 AE2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ246705(NAD 83)
 AE2017
 AE2017                          SUPERSEDED SURVEY CONTROL
 AE2017
 AE2017.No superseded survey control is available for this station.
 AE2017
 AE2017_MARKER: DB = BENCH MARK DISK
 AE2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2017_STAMPING: 212-361.17 1752.81
 AE2017_MARK LOGO: SDDT
 AE2017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2017+STABILITY: SURFACE MOTION
 AE2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2017+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2017
 AE2017  HISTORY     - Date     Condition        Report By
 AE2017  HISTORY     - UNK      MONUMENTED       SDDT
 AE2017  HISTORY     - 19950925 GOOD             NGS
 AE2017  HISTORY     - 19961011 GOOD             CHANCE
 AE2017
 AE2017                          STATION DESCRIPTION
 AE2017
 AE2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2017'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2017'MAIN STREET IN HENRY, 277.0 M (908.8 FT) EAST OF MILEPOST 361, 109.0 M
 AE2017'(357.6 FT) WEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 22.4
 AE2017'M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) BELOW THE
 AE2017'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M
 AE2017'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 AE2017'(0.3 FT) BELOW THE GROUND SURFACE.
 AE2017
 AE2017                          STATION RECOVERY (1996)
 AE2017
 AE2017'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2017'3.7 KM (2.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2017'MAIN STREET IN HENRY, 277.0 M (908.8 FT) EAST OF MILEPOST 361, 109.0 M
 AE2017'(357.6 FT) WEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 22.4
 AE2017'M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) BELOW THE
 AE2017'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.1 M
 AE2017'(0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 AE2017'(0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2016 ***********************************************************************
 AE2016  DESIGNATION -  212 362.18
 AE2016  PID         -  AE2016
 AE2016  STATE/COUNTY-  SD/CODINGTON
 AE2016  COUNTRY     -  US
 AE2016  USGS QUAD   -  HENRY (2017)
 AE2016
 AE2016                         *CURRENT SURVEY CONTROL
 AE2016  ______________________________________________________________________
 AE2016* NAD 83(1986) POSITION- 44 52 38.     (N) 097 24 15.     (W)   SCALED
 AE2016* NAVD 88 ORTHO HEIGHT -   533.754 (meters)     1751.16  (feet) ADJUSTED
 AE2016  ______________________________________________________________________
 AE2016  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 AE2016  DYNAMIC HEIGHT  -        533.674 (meters)     1750.90  (feet) COMP
 AE2016  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 AE2016
 AE2016  VERT ORDER      -  FIRST     CLASS II
 AE2016
 AE2016.The horizontal coordinates were scaled from a map and have
 AE2016.an estimated accuracy of +/- 6 seconds.
 AE2016
 AE2016.The orthometric height was determined by differential leveling and
 AE2016.adjusted by the NATIONAL GEODETIC SURVEY
 AE2016.in July 1998.
 AE2016
 AE2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2016.GEOID18 height accuracy estimate available here.
 AE2016
 AE2016.Click photographs - Photos may exist for this station.
 AE2016
 AE2016.The dynamic height is computed by dividing the NAVD 88
 AE2016.geopotential number by the normal gravity value computed on the
 AE2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2016.degrees latitude (g = 980.6199 gals.).
 AE2016
 AE2016.The modeled gravity was interpolated from observed gravity values.
 AE2016
 AE2016;                    North         East    Units  Estimated Accuracy
 AE2016;SPC SD N     -   119,290.      805,060.      MT  (+/- 180 meters Scaled)
 AE2016
 AE2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ260705(NAD 83)
 AE2016
 AE2016                          SUPERSEDED SURVEY CONTROL
 AE2016
 AE2016.No superseded survey control is available for this station.
 AE2016
 AE2016_MARKER: DB = BENCH MARK DISK
 AE2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2016_STAMPING: 212-362.18 1985 1750.19
 AE2016_MARK LOGO: SDDT
 AE2016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2016+STABILITY: SURFACE MOTION
 AE2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2016+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2016
 AE2016  HISTORY     - Date     Condition        Report By
 AE2016  HISTORY     - 1985     MONUMENTED       SDDT
 AE2016  HISTORY     - 19950925 GOOD             NGS
 AE2016  HISTORY     - 19961011 GOOD             CHANCE
 AE2016
 AE2016                          STATION DESCRIPTION
 AE2016
 AE2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2016'5.7 KM (3.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2016'MAIN STREET IN HENRY, 280.0 M (918.6 FT) EAST OF MILEPOST 362, 23.5 M
 AE2016'(77.1 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.5 M (18.0
 AE2016'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) NORTH OF A
 AE2016'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A BRACED FENCE POST, 0.1 M (0.3
 AE2016'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE2016'SURFACE.
 AE2016
 AE2016                          STATION RECOVERY (1996)
 AE2016
 AE2016'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2016'5.3 KM (3.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2016'MAIN STREET IN HENRY, 280.0 M (918.6 FT) EAST OF MILEPOST 362, 23.5 M
 AE2016'(77.1 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.5 M (18.0
 AE2016'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) NORTH OF A
 AE2016'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF THE EAST END OF 2 BRACED FENCE
 AE2016'POSTS, 0.1 M (0.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AE2016'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2013 ***********************************************************************
 AE2013  DESIGNATION -  212 365.17
 AE2013  PID         -  AE2013
 AE2013  STATE/COUNTY-  SD/CODINGTON
 AE2013  COUNTRY     -  US
 AE2013  USGS QUAD   -  KAMPESKA (2017)
 AE2013
 AE2013                         *CURRENT SURVEY CONTROL
 AE2013  ______________________________________________________________________
 AE2013* NAD 83(1986) POSITION- 44 52 39.     (N) 097 20 24.     (W)   SCALED
 AE2013* NAVD 88 ORTHO HEIGHT -   539.269 (meters)     1769.25  (feet) ADJUSTED
 AE2013  ______________________________________________________________________
 AE2013  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 AE2013  DYNAMIC HEIGHT  -        539.190 (meters)     1768.99  (feet) COMP
 AE2013  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 AE2013
 AE2013  VERT ORDER      -  FIRST     CLASS II
 AE2013
 AE2013.The horizontal coordinates were scaled from a map and have
 AE2013.an estimated accuracy of +/- 6 seconds.
 AE2013
 AE2013.The orthometric height was determined by differential leveling and
 AE2013.adjusted by the NATIONAL GEODETIC SURVEY
 AE2013.in July 1998.
 AE2013
 AE2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2013.GEOID18 height accuracy estimate available here.
 AE2013
 AE2013.Click photographs - Photos may exist for this station.
 AE2013
 AE2013.The dynamic height is computed by dividing the NAVD 88
 AE2013.geopotential number by the normal gravity value computed on the
 AE2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2013.degrees latitude (g = 980.6199 gals.).
 AE2013
 AE2013.The modeled gravity was interpolated from observed gravity values.
 AE2013
 AE2013;                    North         East    Units  Estimated Accuracy
 AE2013;SPC SD N     -   119,480.      810,130.      MT  (+/- 180 meters Scaled)
 AE2013
 AE2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ311706(NAD 83)
 AE2013
 AE2013                          SUPERSEDED SURVEY CONTROL
 AE2013
 AE2013.No superseded survey control is available for this station.
 AE2013
 AE2013_MARKER: DB = BENCH MARK DISK
 AE2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2013_STAMPING: 212-365.17 1985 1768.30
 AE2013_MARK LOGO: SDDT
 AE2013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2013+STABILITY: SURFACE MOTION
 AE2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2013+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2013
 AE2013  HISTORY     - Date     Condition        Report By
 AE2013  HISTORY     - 1985     MONUMENTED       SDDT
 AE2013  HISTORY     - 19950925 GOOD             NGS
 AE2013  HISTORY     - 19961011 GOOD             CHANCE
 AE2013
 AE2013                          STATION DESCRIPTION
 AE2013
 AE2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2013'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2013'MAIN STREET IN HENRY, 272.0 M (892.4 FT) EAST OF MILEPOST 365, 22.8 M
 AE2013'(74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AE2013'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M
 AE2013'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AE2013'WITH THE GROUND SURFACE.
 AE2013
 AE2013                          STATION RECOVERY (1996)
 AE2013
 AE2013'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2013'10.1 KM (6.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2013'MAIN STREET IN HENRY, 272.0 M (892.4 FT) EAST OF MILEPOST 365, 22.8 M
 AE2013'(74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AE2013'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M
 AE2013'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE CORNER, AND THE MONUMENT IS
 AE2013'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2012 ***********************************************************************
 AE2012  DESIGNATION -  212 366.17
 AE2012  PID         -  AE2012
 AE2012  STATE/COUNTY-  SD/CODINGTON
 AE2012  COUNTRY     -  US
 AE2012  USGS QUAD   -  KAMPESKA (2017)
 AE2012
 AE2012                         *CURRENT SURVEY CONTROL
 AE2012  ______________________________________________________________________
 AE2012* NAD 83(1986) POSITION- 44 52 31.     (N) 097 19 12.     (W)   SCALED
 AE2012* NAVD 88 ORTHO HEIGHT -   537.240 (meters)     1762.59  (feet) ADJUSTED
 AE2012  ______________________________________________________________________
 AE2012  GEOID HEIGHT    -        -24.968 (meters)                     GEOID18
 AE2012  DYNAMIC HEIGHT  -        537.160 (meters)     1762.33  (feet) COMP
 AE2012  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 AE2012
 AE2012  VERT ORDER      -  FIRST     CLASS II
 AE2012
 AE2012.The horizontal coordinates were scaled from a map and have
 AE2012.an estimated accuracy of +/- 6 seconds.
 AE2012
 AE2012.The orthometric height was determined by differential leveling and
 AE2012.adjusted by the NATIONAL GEODETIC SURVEY
 AE2012.in July 1998.
 AE2012
 AE2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2012.GEOID18 height accuracy estimate available here.
 AE2012
 AE2012.Click photographs - Photos may exist for this station.
 AE2012
 AE2012.The dynamic height is computed by dividing the NAVD 88
 AE2012.geopotential number by the normal gravity value computed on the
 AE2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2012.degrees latitude (g = 980.6199 gals.).
 AE2012
 AE2012.The modeled gravity was interpolated from observed gravity values.
 AE2012
 AE2012;                    North         East    Units  Estimated Accuracy
 AE2012;SPC SD N     -   119,290.      811,720.      MT  (+/- 180 meters Scaled)
 AE2012
 AE2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ326704(NAD 83)
 AE2012
 AE2012                          SUPERSEDED SURVEY CONTROL
 AE2012
 AE2012.No superseded survey control is available for this station.
 AE2012
 AE2012_MARKER: DB = BENCH MARK DISK
 AE2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2012_STAMPING: 212-366.17 1985 1761.65
 AE2012_MARK LOGO: SDDT
 AE2012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2012+STABILITY: SURFACE MOTION
 AE2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2012+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2012
 AE2012  HISTORY     - Date     Condition        Report By
 AE2012  HISTORY     - 1985     MONUMENTED       SDDT
 AE2012  HISTORY     - 19950925 GOOD             NGS
 AE2012  HISTORY     - 19961011 GOOD             CHANCE
 AE2012
 AE2012                          STATION DESCRIPTION
 AE2012
 AE2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2012'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2012'MAIN STREET IN HENRY, 270.0 M (885.8 FT) EAST OF MILEPOST 366, 22.6 M
 AE2012'(74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) EAST OF A
 AE2012'T-FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M
 AE2012'(2.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2
 AE2012'M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05
 AE2012'M (0.16 FT) BELOW THE GROUND SURFACE.
 AE2012
 AE2012                          STATION RECOVERY (1996)
 AE2012
 AE2012'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2012'11.7 KM (7.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2012'MAIN STREET IN HENRY, 270.0 M (885.8 FT) EAST OF MILEPOST 366, 22.6 M
 AE2012'(74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) EAST OF A
 AE2012'T-FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M
 AE2012'(2.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2
 AE2012'M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05
 AE2012'M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2011 ***********************************************************************
 AE2011  DESIGNATION -  212 367.17
 AE2011  PID         -  AE2011
 AE2011  STATE/COUNTY-  SD/CODINGTON
 AE2011  COUNTRY     -  US
 AE2011  USGS QUAD   -  KAMPESKA (2017)
 AE2011
 AE2011                         *CURRENT SURVEY CONTROL
 AE2011  ______________________________________________________________________
 AE2011* NAD 83(1986) POSITION- 44 52 35.     (N) 097 17 57.     (W)   SCALED
 AE2011* NAVD 88 ORTHO HEIGHT -   536.894 (meters)     1761.46  (feet) ADJUSTED
 AE2011  ______________________________________________________________________
 AE2011  GEOID HEIGHT    -        -24.987 (meters)                     GEOID18
 AE2011  DYNAMIC HEIGHT  -        536.815 (meters)     1761.20  (feet) COMP
 AE2011  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 AE2011
 AE2011  VERT ORDER      -  FIRST     CLASS II
 AE2011
 AE2011.The horizontal coordinates were scaled from a map and have
 AE2011.an estimated accuracy of +/- 6 seconds.
 AE2011
 AE2011.The orthometric height was determined by differential leveling and
 AE2011.adjusted by the NATIONAL GEODETIC SURVEY
 AE2011.in July 1998.
 AE2011
 AE2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2011.GEOID18 height accuracy estimate available here.
 AE2011
 AE2011.Click photographs - Photos may exist for this station.
 AE2011
 AE2011.The dynamic height is computed by dividing the NAVD 88
 AE2011.geopotential number by the normal gravity value computed on the
 AE2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2011.degrees latitude (g = 980.6199 gals.).
 AE2011
 AE2011.The modeled gravity was interpolated from observed gravity values.
 AE2011
 AE2011;                    North         East    Units  Estimated Accuracy
 AE2011;SPC SD N     -   119,470.      813,360.      MT  (+/- 180 meters Scaled)
 AE2011
 AE2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ343706(NAD 83)
 AE2011
 AE2011                          SUPERSEDED SURVEY CONTROL
 AE2011
 AE2011.No superseded survey control is available for this station.
 AE2011
 AE2011_MARKER: DB = BENCH MARK DISK
 AE2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2011_STAMPING: 212-367.17 1985 1760.48
 AE2011_MARK LOGO: SDDT
 AE2011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2011+STABILITY: SURFACE MOTION
 AE2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2011+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2011
 AE2011  HISTORY     - Date     Condition        Report By
 AE2011  HISTORY     - 1985     MONUMENTED       SDDT
 AE2011  HISTORY     - 19950925 GOOD             NGS
 AE2011  HISTORY     - 19961011 GOOD             CHANCE
 AE2011
 AE2011                          STATION DESCRIPTION
 AE2011
 AE2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2011'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2011'MAIN STREET IN HENRY, 262.0 M (859.6 FT) EAST OF MILEPOST 367, 22.6 M
 AE2011'(74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) EAST OF THE
 AE2011'CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 AE2011'THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AE2011'SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT)
 AE2011'BELOW THE GROUND SURFACE.
 AE2011
 AE2011                          STATION RECOVERY (1996)
 AE2011
 AE2011'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2011'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2011'MAIN STREET IN HENRY, 262.0 M (859.6 FT) EAST OF MILEPOST 367, 22.6 M
 AE2011'(74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) EAST OF THE
 AE2011'CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 AE2011'THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AE2011'SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT)
 AE2011'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2010 ***********************************************************************
 AE2010  DESIGNATION -  212 368.08
 AE2010  PID         -  AE2010
 AE2010  STATE/COUNTY-  SD/CODINGTON
 AE2010  COUNTRY     -  US
 AE2010  USGS QUAD   -  KAMPESKA (2017)
 AE2010
 AE2010                         *CURRENT SURVEY CONTROL
 AE2010  ______________________________________________________________________
 AE2010* NAD 83(1986) POSITION- 44 53 00.     (N) 097 17 24.     (W)   SCALED
 AE2010* NAVD 88 ORTHO HEIGHT -   537.261 (meters)     1762.66  (feet) ADJUSTED
 AE2010  ______________________________________________________________________
 AE2010  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 AE2010  DYNAMIC HEIGHT  -        537.182 (meters)     1762.40  (feet) COMP
 AE2010  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 AE2010
 AE2010  VERT ORDER      -  FIRST     CLASS II
 AE2010
 AE2010.The horizontal coordinates were scaled from a map and have
 AE2010.an estimated accuracy of +/- 6 seconds.
 AE2010
 AE2010.The orthometric height was determined by differential leveling and
 AE2010.adjusted by the NATIONAL GEODETIC SURVEY
 AE2010.in July 1998.
 AE2010
 AE2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2010.GEOID18 height accuracy estimate available here.
 AE2010
 AE2010.Click photographs - Photos may exist for this station.
 AE2010
 AE2010.The dynamic height is computed by dividing the NAVD 88
 AE2010.geopotential number by the normal gravity value computed on the
 AE2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2010.degrees latitude (g = 980.6199 gals.).
 AE2010
 AE2010.The modeled gravity was interpolated from observed gravity values.
 AE2010
 AE2010;                    North         East    Units  Estimated Accuracy
 AE2010;SPC SD N     -   120,260.      814,060.      MT  (+/- 180 meters Scaled)
 AE2010
 AE2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ350714(NAD 83)
 AE2010
 AE2010                          SUPERSEDED SURVEY CONTROL
 AE2010
 AE2010.No superseded survey control is available for this station.
 AE2010
 AE2010_MARKER: DB = BENCH MARK DISK
 AE2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2010_STAMPING: 212-368.08 1978 1761.62
 AE2010_MARK LOGO: SDDT
 AE2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2010+STABILITY: SURFACE MOTION
 AE2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2010+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2010
 AE2010  HISTORY     - Date     Condition        Report By
 AE2010  HISTORY     - 1978     MONUMENTED       SDDT
 AE2010  HISTORY     - 19950925 GOOD             NGS
 AE2010  HISTORY     - 19961011 GOOD             CHANCE
 AE2010
 AE2010                          STATION DESCRIPTION
 AE2010
 AE2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2010'14.6 KM (9.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2010'U.S. HIGHWAY 81 IN WATERTOWN, 130.0 M (426.5 FT) EAST OF MILEPOST 368,
 AE2010'29.7 M (97.4 FT) WEST OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT)
 AE2010'SOUTHEAST OF A T-FENCE CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AE2010'HIGHWAY, 0.8 M (2.6 FT) EAST OF A FENCE, 0.2 M (0.7 FT) EAST OF A
 AE2010'WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 AE2010'GROUND SURFACE.
 AE2010
 AE2010                          STATION RECOVERY (1996)
 AE2010
 AE2010'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2010'14.6 KM (9.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2010'U.S. HIGHWAY 81 IN WATERTOWN, 130.0 M (426.5 FT) EAST OF MILEPOST 368,
 AE2010'29.7 M (97.4 FT) WEST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT)
 AE2010'SOUTHEAST OF A T-FENCE CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AE2010'HIGHWAY, 0.8 M (2.6 FT) EAST OF A FENCE, 0.2 M (0.7 FT) EAST OF A
 AE2010'WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 AE2010'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2009 ***********************************************************************
 AE2009  DESIGNATION -  212 369.33
 AE2009  PID         -  AE2009
 AE2009  STATE/COUNTY-  SD/CODINGTON
 AE2009  COUNTRY     -  US
 AE2009  USGS QUAD   -  KAMPESKA (2017)
 AE2009
 AE2009                         *CURRENT SURVEY CONTROL
 AE2009  ______________________________________________________________________
 AE2009* NAD 83(1986) POSITION- 44 53 25.     (N) 097 16 07.     (W)   SCALED
 AE2009* NAVD 88 ORTHO HEIGHT -   535.107 (meters)     1755.60  (feet) ADJUSTED
 AE2009  ______________________________________________________________________
 AE2009  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 AE2009  DYNAMIC HEIGHT  -        535.028 (meters)     1755.34  (feet) COMP
 AE2009  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE2009
 AE2009  VERT ORDER      -  FIRST     CLASS II
 AE2009
 AE2009.The horizontal coordinates were scaled from a map and have
 AE2009.an estimated accuracy of +/- 6 seconds.
 AE2009
 AE2009.The orthometric height was determined by differential leveling and
 AE2009.adjusted by the NATIONAL GEODETIC SURVEY
 AE2009.in July 1998.
 AE2009
 AE2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2009.GEOID18 height accuracy estimate available here.
 AE2009
 AE2009.Click photographs - Photos may exist for this station.
 AE2009
 AE2009.The dynamic height is computed by dividing the NAVD 88
 AE2009.geopotential number by the normal gravity value computed on the
 AE2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2009.degrees latitude (g = 980.6199 gals.).
 AE2009
 AE2009.The modeled gravity was interpolated from observed gravity values.
 AE2009
 AE2009;                    North         East    Units  Estimated Accuracy
 AE2009;SPC SD N     -   121,090.      815,720.      MT  (+/- 180 meters Scaled)
 AE2009
 AE2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ367722(NAD 83)
 AE2009
 AE2009                          SUPERSEDED SURVEY CONTROL
 AE2009
 AE2009.No superseded survey control is available for this station.
 AE2009
 AE2009_MARKER: DB = BENCH MARK DISK
 AE2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2009_STAMPING: 212-369.33 1968 1754.63
 AE2009_MARK LOGO: SDDT
 AE2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2009+STABILITY: SURFACE MOTION
 AE2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2009+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2009
 AE2009  HISTORY     - Date     Condition        Report By
 AE2009  HISTORY     - 1968     MONUMENTED       SDDT
 AE2009  HISTORY     - 19950925 GOOD             NGS
 AE2009  HISTORY     - 19961011 GOOD             CHANCE
 AE2009
 AE2009                          STATION DESCRIPTION
 AE2009
 AE2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2009'12.5 KM (7.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2009'U.S. HIGHWAY 81 IN WATERTOWN, 516.0 M (1692.9 FT) EAST OF MILEPOST
 AE2009'369, 30.2 M (99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.2 M (66.3
 AE2009'FT) WEST OF THE CENTER OF A PAVED ROAD, 1.7 M (5.6 FT) WEST OF AN
 AE2009'UNDERGROUND CABLE JUNCTION BOX AND A FENCE CORNER, 0.7 M (2.3 FT)
 AE2009'BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS
 AE2009'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE2009
 AE2009                          STATION RECOVERY (1996)
 AE2009
 AE2009'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2009'12.5 KM (7.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2009'U.S. HIGHWAY 81 IN WATERTOWN, 516.0 M (1692.9 FT) EAST OF MILEPOST
 AE2009'369, 30.2 M (99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.2 M (66.3
 AE2009'FT) WEST OF THE CENTER OF A PAVED ROAD, 6.7 M (22.0 FT) WEST OF AN
 AE2009'UNDERGROUND CABLE JUNCTION BOX AND A FENCE CORNER, 0.7 M (2.3 FT)
 AE2009'BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS POST
 AE2009'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2007 ***********************************************************************
 AE2007  DESIGNATION -  212 371.27
 AE2007  PID         -  AE2007
 AE2007  STATE/COUNTY-  SD/CODINGTON
 AE2007  COUNTRY     -  US
 AE2007  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2007
 AE2007                         *CURRENT SURVEY CONTROL
 AE2007  ______________________________________________________________________
 AE2007* NAD 83(1986) POSITION- 44 53 23.     (N) 097 13 44.     (W)   SCALED
 AE2007* NAVD 88 ORTHO HEIGHT -   530.599 (meters)     1740.81  (feet) ADJUSTED
 AE2007  ______________________________________________________________________
 AE2007  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 AE2007  DYNAMIC HEIGHT  -        530.521 (meters)     1740.55  (feet) COMP
 AE2007  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE2007
 AE2007  VERT ORDER      -  FIRST     CLASS II
 AE2007
 AE2007.The horizontal coordinates were scaled from a map and have
 AE2007.an estimated accuracy of +/- 6 seconds.
 AE2007
 AE2007.The orthometric height was determined by differential leveling and
 AE2007.adjusted by the NATIONAL GEODETIC SURVEY
 AE2007.in July 1998.
 AE2007
 AE2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2007.GEOID18 height accuracy estimate available here.
 AE2007
 AE2007.Click photographs - Photos may exist for this station.
 AE2007
 AE2007.The dynamic height is computed by dividing the NAVD 88
 AE2007.geopotential number by the normal gravity value computed on the
 AE2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2007.degrees latitude (g = 980.6199 gals.).
 AE2007
 AE2007.The modeled gravity was interpolated from observed gravity values.
 AE2007
 AE2007;                    North         East    Units  Estimated Accuracy
 AE2007;SPC SD N     -   121,130.      818,860.      MT  (+/- 180 meters Scaled)
 AE2007
 AE2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ398722(NAD 83)
 AE2007
 AE2007                          SUPERSEDED SURVEY CONTROL
 AE2007
 AE2007.No superseded survey control is available for this station.
 AE2007
 AE2007_MARKER: DB = BENCH MARK DISK
 AE2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2007_STAMPING: 212-371.27 1968 1739.80
 AE2007_MARK LOGO: SDDT
 AE2007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2007+STABILITY: SURFACE MOTION
 AE2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2007+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2007
 AE2007  HISTORY     - Date     Condition        Report By
 AE2007  HISTORY     - 1968     MONUMENTED       SDDT
 AE2007  HISTORY     - 19950925 GOOD             NGS
 AE2007  HISTORY     - 19961011 GOOD             CHANCE
 AE2007
 AE2007                          STATION DESCRIPTION
 AE2007
 AE2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2007'9.4 KM (5.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2007'U.S. HIGHWAY 81 IN WATERTOWN, 433.0 M (1420.6 FT) EAST OF MILEPOST
 AE2007'371, 32.2 M (105.6 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AE2007'EASTBOUND LANES OF THE HIGHWAY, 11.1 M (36.4 FT) WEST OF THE CENTER OF
 AE2007'A GRAVELED ROAD, 2.2 M (7.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AE2007'TRANSFORMER, 1.2 M (3.9 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT)
 AE2007'WEST OF AN UNDERGROUND CABLE WARNING SIGN, 0.1 M (0.3 FT) NORTH OF A
 AE2007'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE2007'SURFACE.
 AE2007
 AE2007                          STATION RECOVERY (1996)
 AE2007
 AE2007'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2007'9.4 KM (5.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2007'U.S. HIGHWAY 81 IN WATERTOWN, 433.0 M (1420.6 FT) EAST OF MILEPOST
 AE2007'371, 32.2 M (105.6 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AE2007'EASTBOUND LANES OF THE HIGHWAY, 11.1 M (36.4 FT) WEST OF THE CENTER OF
 AE2007'A GRAVELED ROAD, 2.2 M (7.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AE2007'TRANSFORMER, 1.2 M (3.9 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT)
 AE2007'WEST OF AN UNDERGROUND CABLE WARNING SIGN, 0.1 M (0.3 FT) NORTH OF A
 AE2007'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE2007'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2006 ***********************************************************************
 AE2006  DESIGNATION -  212 372.31
 AE2006  PID         -  AE2006
 AE2006  STATE/COUNTY-  SD/CODINGTON
 AE2006  COUNTRY     -  US
 AE2006  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2006
 AE2006                         *CURRENT SURVEY CONTROL
 AE2006  ______________________________________________________________________
 AE2006* NAD 83(1986) POSITION- 44 53 25.     (N) 097 12 28.     (W)   SCALED
 AE2006* NAVD 88 ORTHO HEIGHT -   538.993 (meters)     1768.35  (feet) ADJUSTED
 AE2006  ______________________________________________________________________
 AE2006  GEOID HEIGHT    -        -25.063 (meters)                     GEOID18
 AE2006  DYNAMIC HEIGHT  -        538.914 (meters)     1768.09  (feet) COMP
 AE2006  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE2006
 AE2006  VERT ORDER      -  FIRST     CLASS II
 AE2006
 AE2006.The horizontal coordinates were scaled from a map and have
 AE2006.an estimated accuracy of +/- 6 seconds.
 AE2006
 AE2006.The orthometric height was determined by differential leveling and
 AE2006.adjusted by the NATIONAL GEODETIC SURVEY
 AE2006.in July 1998.
 AE2006
 AE2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2006.GEOID18 height accuracy estimate available here.
 AE2006
 AE2006.Click photographs - Photos may exist for this station.
 AE2006
 AE2006.The dynamic height is computed by dividing the NAVD 88
 AE2006.geopotential number by the normal gravity value computed on the
 AE2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2006.degrees latitude (g = 980.6199 gals.).
 AE2006
 AE2006.The modeled gravity was interpolated from observed gravity values.
 AE2006
 AE2006;                    North         East    Units  Estimated Accuracy
 AE2006;SPC SD N     -   121,250.      820,520.      MT  (+/- 180 meters Scaled)
 AE2006
 AE2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ415723(NAD 83)
 AE2006
 AE2006                          SUPERSEDED SURVEY CONTROL
 AE2006
 AE2006.No superseded survey control is available for this station.
 AE2006
 AE2006_MARKER: DB = BENCH MARK DISK
 AE2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2006_STAMPING: 212 372.31 1968 1767.82
 AE2006_MARK LOGO: SDDT
 AE2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2006+STABILITY: SURFACE MOTION
 AE2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2006+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2006
 AE2006  HISTORY     - Date     Condition        Report By
 AE2006  HISTORY     - 1968     MONUMENTED       SDDT
 AE2006  HISTORY     - 19950925 GOOD             NGS
 AE2006  HISTORY     - 19961011 GOOD             CHANCE
 AE2006
 AE2006                          STATION DESCRIPTION
 AE2006
 AE2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2006'7.7 KM (4.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2006'U.S. HIGHWAY 81 IN WATERTOWN, 494.0 M (1620.7 FT) EAST OF MILEPOST
 AE2006'372, 41.1 M (134.8 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 17, 32.4
 AE2006'M (106.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE2006'HIGHWAY, 11.0 M (36.1 FT) EAST OF A UTILITY POLE WITH 2 GUY CABLES,
 AE2006'0.8 M (2.6 FT) NORTHEAST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE
 AE2006'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.2 M
 AE2006'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M
 AE2006'(0.16 FT) BELOW THE GROUND SURFACE.
 AE2006
 AE2006                          STATION RECOVERY (1996)
 AE2006
 AE2006'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2006'7.7 KM (4.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2006'U.S. HIGHWAY 81 IN WATERTOWN, 494.0 M (1620.7 FT) EAST OF MILEPOST
 AE2006'372, 41.1 M (134.8 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 17, 32.4
 AE2006'M (106.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE2006'HIGHWAY, 11.0 M (36.1 FT) EAST OF A UTILITY POLE WITH 2 GUY CABLES,
 AE2006'0.8 M (2.6 FT) NORTHEAST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE
 AE2006'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.2 M
 AE2006'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M
 AE2006'(0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2005 ***********************************************************************
 AE2005  DESIGNATION -  212 373.30
 AE2005  PID         -  AE2005
 AE2005  STATE/COUNTY-  SD/CODINGTON
 AE2005  COUNTRY     -  US
 AE2005  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2005
 AE2005                         *CURRENT SURVEY CONTROL
 AE2005  ______________________________________________________________________
 AE2005* NAD 83(1986) POSITION- 44 53 24.     (N) 097 11 16.     (W)   SCALED
 AE2005* NAVD 88 ORTHO HEIGHT -   531.027 (meters)     1742.21  (feet) ADJUSTED
 AE2005  ______________________________________________________________________
 AE2005  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 AE2005  DYNAMIC HEIGHT  -        530.949 (meters)     1741.96  (feet) COMP
 AE2005  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 AE2005
 AE2005  VERT ORDER      -  FIRST     CLASS II
 AE2005
 AE2005.The horizontal coordinates were scaled from a map and have
 AE2005.an estimated accuracy of +/- 6 seconds.
 AE2005
 AE2005.The orthometric height was determined by differential leveling and
 AE2005.adjusted by the NATIONAL GEODETIC SURVEY
 AE2005.in July 1998.
 AE2005
 AE2005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2005.GEOID18 height accuracy estimate available here.
 AE2005
 AE2005.Click photographs - Photos may exist for this station.
 AE2005
 AE2005.The dynamic height is computed by dividing the NAVD 88
 AE2005.geopotential number by the normal gravity value computed on the
 AE2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2005.degrees latitude (g = 980.6199 gals.).
 AE2005
 AE2005.The modeled gravity was interpolated from observed gravity values.
 AE2005
 AE2005;                    North         East    Units  Estimated Accuracy
 AE2005;SPC SD N     -   121,280.      822,100.      MT  (+/- 180 meters Scaled)
 AE2005
 AE2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ431723(NAD 83)
 AE2005
 AE2005                          SUPERSEDED SURVEY CONTROL
 AE2005
 AE2005.No superseded survey control is available for this station.
 AE2005
 AE2005_MARKER: DB = BENCH MARK DISK
 AE2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2005_STAMPING: 212-373.30 1968 1741.20
 AE2005_MARK LOGO: SDDT
 AE2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2005+STABILITY: SURFACE MOTION
 AE2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2005+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2005
 AE2005  HISTORY     - Date     Condition        Report By
 AE2005  HISTORY     - 1968     MONUMENTED       SDDT
 AE2005  HISTORY     - 19950925 GOOD             NGS
 AE2005  HISTORY     - 19961011 GOOD             CHANCE
 AE2005
 AE2005                          STATION DESCRIPTION
 AE2005
 AE2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2005'6.1 KM (3.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2005'U.S. HIGHWAY 81 IN WATERTOWN, 472.0 M (1548.6 FT) EAST OF MILEPOST
 AE2005'373, 52.5 M (172.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 32.4 M
 AE2005'(106.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE2005'HIGHWAY, 8.2 M (26.9 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.6 M
 AE2005'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A
 AE2005'WITNESS POST, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AE2005'IS FLUSH WITH THE GROUND SURFACE.
 AE2005
 AE2005                          STATION RECOVERY (1996)
 AE2005
 AE2005'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2005'6.1 KM (3.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2005'U.S. HIGHWAY 81 IN WATERTOWN, 472.0 M (1548.6 FT) EAST OF MILEPOST
 AE2005'373, 52.5 M (172.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 32.4 M
 AE2005'(106.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE2005'HIGHWAY, 8.2 M (26.9 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.6 M
 AE2005'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A
 AE2005'WITNESS POST, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AE2005'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2004 ***********************************************************************
 AE2004  DESIGNATION -  212 374.30
 AE2004  PID         -  AE2004
 AE2004  STATE/COUNTY-  SD/CODINGTON
 AE2004  COUNTRY     -  US
 AE2004  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2004
 AE2004                         *CURRENT SURVEY CONTROL
 AE2004  ______________________________________________________________________
 AE2004* NAD 83(1986) POSITION- 44 53 24.     (N) 097 09 59.     (W)   SCALED
 AE2004* NAVD 88 ORTHO HEIGHT -   528.341 (meters)     1733.40  (feet) ADJUSTED
 AE2004  ______________________________________________________________________
 AE2004  GEOID HEIGHT    -        -25.086 (meters)                     GEOID18
 AE2004  DYNAMIC HEIGHT  -        528.263 (meters)     1733.14  (feet) COMP
 AE2004  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 AE2004
 AE2004  VERT ORDER      -  FIRST     CLASS II
 AE2004
 AE2004.The horizontal coordinates were scaled from a map and have
 AE2004.an estimated accuracy of +/- 6 seconds.
 AE2004
 AE2004.The orthometric height was determined by differential leveling and
 AE2004.adjusted by the NATIONAL GEODETIC SURVEY
 AE2004.in July 1998.
 AE2004
 AE2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2004.GEOID18 height accuracy estimate available here.
 AE2004
 AE2004.Click photographs - Photos may exist for this station.
 AE2004
 AE2004.The dynamic height is computed by dividing the NAVD 88
 AE2004.geopotential number by the normal gravity value computed on the
 AE2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2004.degrees latitude (g = 980.6199 gals.).
 AE2004
 AE2004.The modeled gravity was interpolated from observed gravity values.
 AE2004
 AE2004;                    North         East    Units  Estimated Accuracy
 AE2004;SPC SD N     -   121,340.      823,790.      MT  (+/- 180 meters Scaled)
 AE2004
 AE2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ447723(NAD 83)
 AE2004
 AE2004                          SUPERSEDED SURVEY CONTROL
 AE2004
 AE2004.No superseded survey control is available for this station.
 AE2004
 AE2004_MARKER: DB = BENCH MARK DISK
 AE2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2004_STAMPING: 212-374.30 1968 1731.93
 AE2004_MARK LOGO: SDDT
 AE2004_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2004+STABILITY: SURFACE MOTION
 AE2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2004+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2004
 AE2004  HISTORY     - Date     Condition        Report By
 AE2004  HISTORY     - 1968     MONUMENTED       SDDT
 AE2004  HISTORY     - 19950925 GOOD             NGS
 AE2004  HISTORY     - 19961011 GOOD             CHANCE
 AE2004
 AE2004                          STATION DESCRIPTION
 AE2004
 AE2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2004'4.5 KM (2.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2004'U.S. HIGHWAY 81 IN WATERTOWN, 480.0 M (1574.8 FT) EAST OF MILEPOST
 AE2004'374, 32.6 M (107.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AE2004'OF THE HIGHWAY, 17.8 M (58.4 FT) EAST OF THE CENTER OF A GRAVELED
 AE2004'ROAD, 2.1 M (6.9 FT) WEST OF A TRANSFORMER, 1.4 M (4.6 FT) BELOW THE
 AE2004'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.5 M
 AE2004'(1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.15 M
 AE2004'(0.49 FT) BELOW THE GROUND SURFACE.
 AE2004
 AE2004                          STATION RECOVERY (1996)
 AE2004
 AE2004'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2004'4.5 KM (2.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2004'U.S. HIGHWAY 81 IN WATERTOWN, 480.0 M (1574.8 FT) EAST OF MILEPOST
 AE2004'374, 32.6 M (107.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AE2004'OF THE HIGHWAY, 17.8 M (58.4 FT) EAST OF THE CENTER OF A GRAVELED
 AE2004'ROAD, 2.1 M (6.9 FT) WEST OF A TRANSFORMER, 1.4 M (4.6 FT) BELOW THE
 AE2004'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.2 M
 AE2004'(0.7 FT) NORTH OF A METAL GUARD POST, AND THE MONUMENT IS RECESSED
 AE2004'0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8906 ***********************************************************************
 AD8906  DESIGNATION -  212 380.79
 AD8906  PID         -  AD8906
 AD8906  STATE/COUNTY-  SD/CODINGTON
 AD8906  COUNTRY     -  US
 AD8906  USGS QUAD   -  WATERTOWN EAST (2017)
 AD8906
 AD8906                         *CURRENT SURVEY CONTROL
 AD8906  ______________________________________________________________________
 AD8906* NAD 83(1986) POSITION- 44 53 24.     (N) 097 02 10.     (W)   SCALED
 AD8906* NAVD 88 ORTHO HEIGHT -   552.024 (meters)     1811.10  (feet) ADJUSTED
 AD8906  ______________________________________________________________________
 AD8906  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 AD8906  DYNAMIC HEIGHT  -        551.943 (meters)     1810.83  (feet) COMP
 AD8906  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 AD8906
 AD8906  VERT ORDER      -  FIRST     CLASS II
 AD8906
 AD8906.The horizontal coordinates were scaled from a map and have
 AD8906.an estimated accuracy of +/- 6 seconds.
 AD8906
 AD8906.The orthometric height was determined by differential leveling and
 AD8906.adjusted by the NATIONAL GEODETIC SURVEY
 AD8906.in July 1998.
 AD8906
 AD8906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8906.GEOID18 height accuracy estimate available here.
 AD8906
 AD8906.Click photographs - Photos may exist for this station.
 AD8906
 AD8906.The dynamic height is computed by dividing the NAVD 88
 AD8906.geopotential number by the normal gravity value computed on the
 AD8906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8906.degrees latitude (g = 980.6199 gals.).
 AD8906
 AD8906.The modeled gravity was interpolated from observed gravity values.
 AD8906
 AD8906;                    North         East    Units  Estimated Accuracy
 AD8906;SPC SD N     -   121,700.      834,070.      MT  (+/- 180 meters Scaled)
 AD8906
 AD8906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ550726(NAD 83)
 AD8906
 AD8906                          SUPERSEDED SURVEY CONTROL
 AD8906
 AD8906.No superseded survey control is available for this station.
 AD8906
 AD8906_MARKER: DB = BENCH MARK DISK
 AD8906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8906_STAMPING: 212-380.79 1987 1810.09
 AD8906_MARK LOGO: SDDT
 AD8906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8906+STABILITY: SURFACE MOTION
 AD8906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8906+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8906
 AD8906  HISTORY     - Date     Condition        Report By
 AD8906  HISTORY     - 1987     MONUMENTED       SDDT
 AD8906  HISTORY     - 19950919 GOOD             NGS
 AD8906
 AD8906                          STATION DESCRIPTION
 AD8906
 AD8906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8906'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8906'INTERSTATE HIGHWAY 29 IN WATERTOWN, 332.0 M (1089.2 FT) WEST OF
 AD8906'MILEPOST 381, 179.2 M (587.9 FT) EAST OF MILEPOST 380.68, 22.3 M (73.2
 AD8906'FT) NORTH OF THE HIGHWAY CENTERLINE, 16.0 M (52.5 FT) WEST OF THE
 AD8906'CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) SOUTHWEST OF A FENCE
 AD8906'CORNER, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) ABOVE THE
 AD8906'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M
 AD8906'(0.7 FT) SOUTH OF A METAL GUARD POST, AND THE MONUMENT IS FLUSH WITH
 AD8906'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8904 ***********************************************************************
 AD8904  DESIGNATION -  212 382.71
 AD8904  PID         -  AD8904
 AD8904  STATE/COUNTY-  SD/CODINGTON
 AD8904  COUNTRY     -  US
 AD8904  USGS QUAD   -  KRANZBURG (2017)
 AD8904
 AD8904                         *CURRENT SURVEY CONTROL
 AD8904  ______________________________________________________________________
 AD8904* NAD 83(1986) POSITION- 44 53 24.     (N) 096 59 49.     (W)   SCALED
 AD8904* NAVD 88 ORTHO HEIGHT -   569.475 (meters)     1868.35  (feet) ADJUSTED
 AD8904  ______________________________________________________________________
 AD8904  GEOID HEIGHT    -        -25.154 (meters)                     GEOID18
 AD8904  DYNAMIC HEIGHT  -        569.388 (meters)     1868.07  (feet) COMP
 AD8904  MODELED GRAVITY -    980,446.5   (mgal)                       NAVD 88
 AD8904
 AD8904  VERT ORDER      -  FIRST     CLASS II
 AD8904
 AD8904.The horizontal coordinates were scaled from a map and have
 AD8904.an estimated accuracy of +/- 6 seconds.
 AD8904
 AD8904.The orthometric height was determined by differential leveling and
 AD8904.adjusted by the NATIONAL GEODETIC SURVEY
 AD8904.in July 1998.
 AD8904
 AD8904.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8904.GEOID18 height accuracy estimate available here.
 AD8904
 AD8904.Click photographs - Photos may exist for this station.
 AD8904
 AD8904.The dynamic height is computed by dividing the NAVD 88
 AD8904.geopotential number by the normal gravity value computed on the
 AD8904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8904.degrees latitude (g = 980.6199 gals.).
 AD8904
 AD8904.The modeled gravity was interpolated from observed gravity values.
 AD8904
 AD8904;                    North         East    Units  Estimated Accuracy
 AD8904;SPC SD N     -   121,820.      837,170.      MT  (+/- 180 meters Scaled)
 AD8904
 AD8904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ581726(NAD 83)
 AD8904
 AD8904                          SUPERSEDED SURVEY CONTROL
 AD8904
 AD8904.No superseded survey control is available for this station.
 AD8904
 AD8904_MARKER: DB = BENCH MARK DISK
 AD8904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8904_STAMPING: 212-382.71 1987 1867.34
 AD8904_MARK LOGO: SDDT
 AD8904_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8904+STABILITY: SURFACE MOTION
 AD8904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8904+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8904
 AD8904  HISTORY     - Date     Condition        Report By
 AD8904  HISTORY     - 1987     MONUMENTED       SDDT
 AD8904  HISTORY     - 19950919 GOOD             NGS
 AD8904
 AD8904                          STATION DESCRIPTION
 AD8904
 AD8904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8904'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8904'INTERSTATE HIGHWAY 29 IN WATERTOWN, 468.0 M (1535.4 FT) WEST OF
 AD8904'MILEPOST 383, 78.1 M (256.2 FT) WEST OF THE CENTER OF A DRIVEWAY, 22.5
 AD8904'M (73.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) NORTH OF A
 AD8904'T-FENCE CORNER, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AD8904'(1.0 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH OF A STEEL
 AD8904'GUARD POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AD8904'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8903 ***********************************************************************
 AD8903  DESIGNATION -  212 383.80
 AD8903  PID         -  AD8903
 AD8903  STATE/COUNTY-  SD/CODINGTON
 AD8903  COUNTRY     -  US
 AD8903  USGS QUAD   -  KRANZBURG (2017)
 AD8903
 AD8903                         *CURRENT SURVEY CONTROL
 AD8903  ______________________________________________________________________
 AD8903* NAD 83(1986) POSITION- 44 53 26.     (N) 096 58 27.     (W)   SCALED
 AD8903* NAVD 88 ORTHO HEIGHT -   581.679 (meters)     1908.39  (feet) ADJUSTED
 AD8903  ______________________________________________________________________
 AD8903  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 AD8903  DYNAMIC HEIGHT  -        581.590 (meters)     1908.10  (feet) COMP
 AD8903  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 AD8903
 AD8903  VERT ORDER      -  FIRST     CLASS II
 AD8903
 AD8903.The horizontal coordinates were scaled from a map and have
 AD8903.an estimated accuracy of +/- 6 seconds.
 AD8903
 AD8903.The orthometric height was determined by differential leveling and
 AD8903.adjusted by the NATIONAL GEODETIC SURVEY
 AD8903.in July 1998.
 AD8903
 AD8903.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8903.GEOID18 height accuracy estimate available here.
 AD8903
 AD8903.Click photographs - Photos may exist for this station.
 AD8903
 AD8903.The dynamic height is computed by dividing the NAVD 88
 AD8903.geopotential number by the normal gravity value computed on the
 AD8903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8903.degrees latitude (g = 980.6199 gals.).
 AD8903
 AD8903.The modeled gravity was interpolated from observed gravity values.
 AD8903
 AD8903;                    North         East    Units  Estimated Accuracy
 AD8903;SPC SD N     -   121,950.      838,960.      MT  (+/- 180 meters Scaled)
 AD8903
 AD8903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ599727(NAD 83)
 AD8903
 AD8903                          SUPERSEDED SURVEY CONTROL
 AD8903
 AD8903.No superseded survey control is available for this station.
 AD8903
 AD8903_MARKER: DB = BENCH MARK DISK
 AD8903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8903_STAMPING: 212-383.80 1987 1907.40
 AD8903_MARK LOGO: SDDT
 AD8903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8903+STABILITY: SURFACE MOTION
 AD8903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8903+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8903
 AD8903  HISTORY     - Date     Condition        Report By
 AD8903  HISTORY     - 1987     MONUMENTED       SDDT
 AD8903  HISTORY     - 19950919 GOOD             NGS
 AD8903
 AD8903                          STATION DESCRIPTION
 AD8903
 AD8903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8903'6.4 KM (3.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8903'INTERSTATE HIGHWAY 29 IN WATERTOWN, 324.0 M (1063.0 FT) WEST OF
 AD8903'MILEPOST 384, 23.0 M (75.5 FT) WEST OF A UTILITY POLE, 22.3 M (73.2
 AD8903'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) BELOW THE LEVEL OF
 AD8903'THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE CORNER, 0.4 M (1.3 FT)
 AD8903'NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 AD8903'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8902 ***********************************************************************
 AD8902  DESIGNATION -  212 384.82
 AD8902  PID         -  AD8902
 AD8902  STATE/COUNTY-  SD/CODINGTON
 AD8902  COUNTRY     -  US
 AD8902  USGS QUAD   -  KRANZBURG (2017)
 AD8902
 AD8902                         *CURRENT SURVEY CONTROL
 AD8902  ______________________________________________________________________
 AD8902* NAD 83(1986) POSITION- 44 53 24.     (N) 096 57 15.     (W)   SCALED
 AD8902* NAVD 88 ORTHO HEIGHT -   594.353 (meters)     1949.97  (feet) ADJUSTED
 AD8902  ______________________________________________________________________
 AD8902  GEOID HEIGHT    -        -25.164 (meters)                     GEOID18
 AD8902  DYNAMIC HEIGHT  -        594.262 (meters)     1949.67  (feet) COMP
 AD8902  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 AD8902
 AD8902  VERT ORDER      -  FIRST     CLASS II
 AD8902
 AD8902.The horizontal coordinates were scaled from a map and have
 AD8902.an estimated accuracy of +/- 6 seconds.
 AD8902
 AD8902.The orthometric height was determined by differential leveling and
 AD8902.adjusted by the NATIONAL GEODETIC SURVEY
 AD8902.in July 1998.
 AD8902
 AD8902.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8902.GEOID18 height accuracy estimate available here.
 AD8902
 AD8902.Click photographs - Photos may exist for this station.
 AD8902
 AD8902.The dynamic height is computed by dividing the NAVD 88
 AD8902.geopotential number by the normal gravity value computed on the
 AD8902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8902.degrees latitude (g = 980.6199 gals.).
 AD8902
 AD8902.The modeled gravity was interpolated from observed gravity values.
 AD8902
 AD8902;                    North         East    Units  Estimated Accuracy
 AD8902;SPC SD N     -   121,950.      840,540.      MT  (+/- 180 meters Scaled)
 AD8902
 AD8902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ615727(NAD 83)
 AD8902
 AD8902                          SUPERSEDED SURVEY CONTROL
 AD8902
 AD8902.No superseded survey control is available for this station.
 AD8902
 AD8902_MARKER: DB = BENCH MARK DISK
 AD8902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8902_STAMPING: 212-384.82 1987 1949.01
 AD8902_MARK LOGO: SDDT
 AD8902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8902+STABILITY: SURFACE MOTION
 AD8902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8902+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8902
 AD8902  HISTORY     - Date     Condition        Report By
 AD8902  HISTORY     - 1987     MONUMENTED       SDDT
 AD8902  HISTORY     - 19950919 GOOD             NGS
 AD8902
 AD8902                          STATION DESCRIPTION
 AD8902
 AD8902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8902'8.0 KM (4.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8902'INTERSTATE HIGHWAY 29 IN WATERTOWN, 316.0 M (1036.7 FT) WEST OF
 AD8902'MILEPOST 385, 22.9 M (75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.4 M
 AD8902'(7.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A
 AD8902'T-FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AD8902'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8902'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8901 ***********************************************************************
 AD8901  DESIGNATION -  212 385.79
 AD8901  PID         -  AD8901
 AD8901  STATE/COUNTY-  SD/CODINGTON
 AD8901  COUNTRY     -  US
 AD8901  USGS QUAD   -  KRANZBURG (2017)
 AD8901
 AD8901                         *CURRENT SURVEY CONTROL
 AD8901  ______________________________________________________________________
 AD8901* NAD 83(1986) POSITION- 44 53 24.     (N) 096 56 01.     (W)   SCALED
 AD8901* NAVD 88 ORTHO HEIGHT -   605.379 (meters)     1986.15  (feet) ADJUSTED
 AD8901  ______________________________________________________________________
 AD8901  GEOID HEIGHT    -        -25.171 (meters)                     GEOID18
 AD8901  DYNAMIC HEIGHT  -        605.285 (meters)     1985.84  (feet) COMP
 AD8901  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 AD8901
 AD8901  VERT ORDER      -  FIRST     CLASS II
 AD8901
 AD8901.The horizontal coordinates were scaled from a map and have
 AD8901.an estimated accuracy of +/- 6 seconds.
 AD8901
 AD8901.The orthometric height was determined by differential leveling and
 AD8901.adjusted by the NATIONAL GEODETIC SURVEY
 AD8901.in July 1998.
 AD8901
 AD8901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8901.GEOID18 height accuracy estimate available here.
 AD8901
 AD8901.Click photographs - Photos may exist for this station.
 AD8901
 AD8901.The dynamic height is computed by dividing the NAVD 88
 AD8901.geopotential number by the normal gravity value computed on the
 AD8901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8901.degrees latitude (g = 980.6199 gals.).
 AD8901
 AD8901.The modeled gravity was interpolated from observed gravity values.
 AD8901
 AD8901;                    North         East    Units  Estimated Accuracy
 AD8901;SPC SD N     -   122,010.      842,170.      MT  (+/- 180 meters Scaled)
 AD8901
 AD8901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ631728(NAD 83)
 AD8901
 AD8901                          SUPERSEDED SURVEY CONTROL
 AD8901
 AD8901.No superseded survey control is available for this station.
 AD8901
 AD8901_MARKER: DB = BENCH MARK DISK
 AD8901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8901_STAMPING: 212-385.79 1987 1985.23
 AD8901_MARK LOGO: SDDT
 AD8901_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8901+STABILITY: SURFACE MOTION
 AD8901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8901+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8901
 AD8901  HISTORY     - Date     Condition        Report By
 AD8901  HISTORY     - 1987     MONUMENTED       SDDT
 AD8901  HISTORY     - 19950919 GOOD             NGS
 AD8901
 AD8901                          STATION DESCRIPTION
 AD8901
 AD8901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8901'9.6 KM (5.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8901'INTERSTATE HIGHWAY 29 IN WATERTOWN, 323.0 M (1059.7 FT) WEST OF
 AD8901'MILEPOST 386, 85.0 M (278.9 FT) EAST OF THE CENTER OF A ROAD LEADING
 AD8901'TO COLES FARM, 22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M
 AD8901'(3.3 FT) SOUTH OF THE SOUTH END OF A FENCE, 0.9 M (3.0 FT) BELOW THE
 AD8901'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M
 AD8901'(0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.04 M
 AD8901'(0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8900 ***********************************************************************
 AD8900  DESIGNATION -  212 386.71
 AD8900  PID         -  AD8900
 AD8900  STATE/COUNTY-  SD/CODINGTON
 AD8900  COUNTRY     -  US
 AD8900  USGS QUAD   -  KRANZBURG (2017)
 AD8900
 AD8900                         *CURRENT SURVEY CONTROL
 AD8900  ______________________________________________________________________
 AD8900* NAD 83(1986) POSITION- 44 53 22.     (N) 096 54 55.     (W)   SCALED
 AD8900* NAVD 88 ORTHO HEIGHT -   602.359 (meters)     1976.24  (feet) ADJUSTED
 AD8900  ______________________________________________________________________
 AD8900  GEOID HEIGHT    -        -25.180 (meters)                     GEOID18
 AD8900  DYNAMIC HEIGHT  -        602.265 (meters)     1975.93  (feet) COMP
 AD8900  MODELED GRAVITY -    980,441.1   (mgal)                       NAVD 88
 AD8900
 AD8900  VERT ORDER      -  FIRST     CLASS II
 AD8900
 AD8900.The horizontal coordinates were scaled from a map and have
 AD8900.an estimated accuracy of +/- 6 seconds.
 AD8900
 AD8900.The orthometric height was determined by differential leveling and
 AD8900.adjusted by the NATIONAL GEODETIC SURVEY
 AD8900.in July 1998.
 AD8900
 AD8900.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8900.GEOID18 height accuracy estimate available here.
 AD8900
 AD8900.Click photographs - Photos may exist for this station.
 AD8900
 AD8900.The dynamic height is computed by dividing the NAVD 88
 AD8900.geopotential number by the normal gravity value computed on the
 AD8900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8900.degrees latitude (g = 980.6199 gals.).
 AD8900
 AD8900.The modeled gravity was interpolated from observed gravity values.
 AD8900
 AD8900;                    North         East    Units  Estimated Accuracy
 AD8900;SPC SD N     -   122,000.      843,620.      MT  (+/- 180 meters Scaled)
 AD8900
 AD8900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ646727(NAD 83)
 AD8900
 AD8900                          SUPERSEDED SURVEY CONTROL
 AD8900
 AD8900.No superseded survey control is available for this station.
 AD8900
 AD8900_MARKER: DB = BENCH MARK DISK
 AD8900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8900_STAMPING: 212-386.71 1975.33
 AD8900_MARK LOGO: SDDT
 AD8900_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8900+STABILITY: SURFACE MOTION
 AD8900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8900+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8900
 AD8900  HISTORY     - Date     Condition        Report By
 AD8900  HISTORY     - UNK      MONUMENTED       SDDT
 AD8900  HISTORY     - 19950919 GOOD             NGS
 AD8900
 AD8900                          STATION DESCRIPTION
 AD8900
 AD8900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8900'11.1 KM (6.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8900'INTERSTATE HIGHWAY 29 IN WATERTOWN, 480.0 M (1574.8 FT) WEST OF
 AD8900'MILEPOST 387, 30.3 M (99.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.6 M
 AD8900'(28.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 2.0 M (6.6 FT) WEST
 AD8900'OF A UTILITY POLE AND FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 AD8900'THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF
 AD8900'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8899 ***********************************************************************
 AD8899  DESIGNATION -  212 387.80
 AD8899  PID         -  AD8899
 AD8899  STATE/COUNTY-  SD/CODINGTON
 AD8899  COUNTRY     -  US
 AD8899  USGS QUAD   -  KRANZBURG (2017)
 AD8899
 AD8899                         *CURRENT SURVEY CONTROL
 AD8899  ______________________________________________________________________
 AD8899* NAD 83(1986) POSITION- 44 53 26.     (N) 096 53 37.     (W)   SCALED
 AD8899* NAVD 88 ORTHO HEIGHT -   607.368 (meters)     1992.67  (feet) ADJUSTED
 AD8899  ______________________________________________________________________
 AD8899  GEOID HEIGHT    -        -25.194 (meters)                     GEOID18
 AD8899  DYNAMIC HEIGHT  -        607.272 (meters)     1992.36  (feet) COMP
 AD8899  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 AD8899
 AD8899  VERT ORDER      -  FIRST     CLASS II
 AD8899
 AD8899.The horizontal coordinates were scaled from a map and have
 AD8899.an estimated accuracy of +/- 6 seconds.
 AD8899
 AD8899.The orthometric height was determined by differential leveling and
 AD8899.adjusted by the NATIONAL GEODETIC SURVEY
 AD8899.in July 1998.
 AD8899
 AD8899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8899.GEOID18 height accuracy estimate available here.
 AD8899
 AD8899.Click photographs - Photos may exist for this station.
 AD8899
 AD8899.The dynamic height is computed by dividing the NAVD 88
 AD8899.geopotential number by the normal gravity value computed on the
 AD8899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8899.degrees latitude (g = 980.6199 gals.).
 AD8899
 AD8899.The modeled gravity was interpolated from observed gravity values.
 AD8899
 AD8899;                    North         East    Units  Estimated Accuracy
 AD8899;SPC SD N     -   122,190.      845,320.      MT  (+/- 180 meters Scaled)
 AD8899
 AD8899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ663729(NAD 83)
 AD8899
 AD8899                          SUPERSEDED SURVEY CONTROL
 AD8899
 AD8899.No superseded survey control is available for this station.
 AD8899
 AD8899_MARKER: DB = BENCH MARK DISK
 AD8899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8899_STAMPING: 212-387.80 1987 1991.78
 AD8899_MARK LOGO: SDDT
 AD8899_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8899+STABILITY: SURFACE MOTION
 AD8899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8899+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8899
 AD8899  HISTORY     - Date     Condition        Report By
 AD8899  HISTORY     - 1987     MONUMENTED       SDDT
 AD8899  HISTORY     - 19950919 GOOD             NGS
 AD8899
 AD8899                          STATION DESCRIPTION
 AD8899
 AD8899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8899'12.9 KM (8.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8899'INTERSTATE HIGHWAY 29 IN WATERTOWN, 332.0 M (1089.2 FT) WEST OF
 AD8899'MILEPOST 388, 23.1 M (75.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.3 M
 AD8899'(60.0 FT) WEST OF A T-FENCE CORNER, 0.7 M (2.3 FT) BELOW THE LEVEL OF
 AD8899'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT)
 AD8899'SOUTH OF A FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW
 AD8899'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8898 ***********************************************************************
 AD8898  DESIGNATION -  212 388.81
 AD8898  PID         -  AD8898
 AD8898  STATE/COUNTY-  SD/DEUEL
 AD8898  COUNTRY     -  US
 AD8898  USGS QUAD   -  GOODWIN (2017)
 AD8898
 AD8898                         *CURRENT SURVEY CONTROL
 AD8898  ______________________________________________________________________
 AD8898* NAD 83(1986) POSITION- 44 53 24.     (N) 096 52 21.     (W)   SCALED
 AD8898* NAVD 88 ORTHO HEIGHT -   611.264 (meters)     2005.46  (feet) ADJUSTED
 AD8898  ______________________________________________________________________
 AD8898  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 AD8898  DYNAMIC HEIGHT  -        611.167 (meters)     2005.14  (feet) COMP
 AD8898  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 AD8898
 AD8898  VERT ORDER      -  FIRST     CLASS II
 AD8898
 AD8898.The horizontal coordinates were scaled from a map and have
 AD8898.an estimated accuracy of +/- 6 seconds.
 AD8898
 AD8898.The orthometric height was determined by differential leveling and
 AD8898.adjusted by the NATIONAL GEODETIC SURVEY
 AD8898.in July 1998.
 AD8898
 AD8898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8898.GEOID18 height accuracy estimate available here.
 AD8898
 AD8898.Click photographs - Photos may exist for this station.
 AD8898
 AD8898.The dynamic height is computed by dividing the NAVD 88
 AD8898.geopotential number by the normal gravity value computed on the
 AD8898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8898.degrees latitude (g = 980.6199 gals.).
 AD8898
 AD8898.The modeled gravity was interpolated from observed gravity values.
 AD8898
 AD8898;                    North         East    Units  Estimated Accuracy
 AD8898;SPC SD N     -   122,190.      846,990.      MT  (+/- 180 meters Scaled)
 AD8898
 AD8898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ680729(NAD 83)
 AD8898
 AD8898                          SUPERSEDED SURVEY CONTROL
 AD8898
 AD8898.No superseded survey control is available for this station.
 AD8898
 AD8898_MARKER: DB = BENCH MARK DISK
 AD8898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8898_STAMPING: 212-388.81 1987 2004.57
 AD8898_MARK LOGO: SDDT
 AD8898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8898+STABILITY: SURFACE MOTION
 AD8898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8898+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8898
 AD8898  HISTORY     - Date     Condition        Report By
 AD8898  HISTORY     - 1987     MONUMENTED       SDDT
 AD8898  HISTORY     - 19950919 GOOD             NGS
 AD8898
 AD8898                          STATION DESCRIPTION
 AD8898
 AD8898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8898'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8898'INTERSTATE HIGHWAY 29 IN WATERTOWN, 312.0 M (1023.6 FT) WEST OF
 AD8898'MILEPOST 389, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.8 M
 AD8898'(19.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6
 AD8898'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AD8898'POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AD8898'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8896 ***********************************************************************
 AD8896  DESIGNATION -  212 389.78
 AD8896  PID         -  AD8896
 AD8896  STATE/COUNTY-  SD/DEUEL
 AD8896  COUNTRY     -  US
 AD8896  USGS QUAD   -  GOODWIN (2017)
 AD8896
 AD8896                         *CURRENT SURVEY CONTROL
 AD8896  ______________________________________________________________________
 AD8896* NAD 83(1986) POSITION- 44 53 24.     (N) 096 51 16.     (W)   SCALED
 AD8896* NAVD 88 ORTHO HEIGHT -   606.735 (meters)     1990.60  (feet) ADJUSTED
 AD8896  ______________________________________________________________________
 AD8896  GEOID HEIGHT    -        -25.222 (meters)                     GEOID18
 AD8896  DYNAMIC HEIGHT  -        606.638 (meters)     1990.28  (feet) COMP
 AD8896  MODELED GRAVITY -    980,437.8   (mgal)                       NAVD 88
 AD8896
 AD8896  VERT ORDER      -  FIRST     CLASS II
 AD8896
 AD8896.The horizontal coordinates were scaled from a map and have
 AD8896.an estimated accuracy of +/- 6 seconds.
 AD8896
 AD8896.The orthometric height was determined by differential leveling and
 AD8896.adjusted by the NATIONAL GEODETIC SURVEY
 AD8896.in July 1998.
 AD8896
 AD8896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8896.GEOID18 height accuracy estimate available here.
 AD8896
 AD8896.Click photographs - Photos may exist for this station.
 AD8896
 AD8896.The dynamic height is computed by dividing the NAVD 88
 AD8896.geopotential number by the normal gravity value computed on the
 AD8896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8896.degrees latitude (g = 980.6199 gals.).
 AD8896
 AD8896.The modeled gravity was interpolated from observed gravity values.
 AD8896
 AD8896;                    North         East    Units  Estimated Accuracy
 AD8896;SPC SD N     -   122,250.      848,420.      MT  (+/- 180 meters Scaled)
 AD8896
 AD8896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ694729(NAD 83)
 AD8896
 AD8896                          SUPERSEDED SURVEY CONTROL
 AD8896
 AD8896.No superseded survey control is available for this station.
 AD8896
 AD8896_MARKER: DB = BENCH MARK DISK
 AD8896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8896_STAMPING: 212-389.78
 AD8896_MARK LOGO: SDDT
 AD8896_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8896+STABILITY: SURFACE MOTION
 AD8896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8896+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8896
 AD8896  HISTORY     - Date     Condition        Report By
 AD8896  HISTORY     - UNK      MONUMENTED       SDDT
 AD8896  HISTORY     - 19950919 GOOD             NGS
 AD8896
 AD8896                          STATION DESCRIPTION
 AD8896
 AD8896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8896'16.1 KM (10.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8896'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 346.0 M (1135.2 FT) WEST OF
 AD8896'MILEPOST 390, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.7 M
 AD8896'(64.6 FT) WEST OF THE CENTER OF A PAVED ROAD, 3.7 M (12.1 FT) WEST OF
 AD8896'A UTILITY POLE AND FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AD8896'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH
 AD8896'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8896'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8895 ***********************************************************************
 AD8895  DESIGNATION -  212 390.80
 AD8895  PID         -  AD8895
 AD8895  STATE/COUNTY-  SD/DEUEL
 AD8895  COUNTRY     -  US
 AD8895  USGS QUAD   -  GOODWIN (2017)
 AD8895
 AD8895                         *CURRENT SURVEY CONTROL
 AD8895  ______________________________________________________________________
 AD8895* NAD 83(1986) POSITION- 44 53 26.     (N) 096 49 54.     (W)   SCALED
 AD8895* NAVD 88 ORTHO HEIGHT -   594.856 (meters)     1951.62  (feet) ADJUSTED
 AD8895  ______________________________________________________________________
 AD8895  GEOID HEIGHT    -        -25.243 (meters)                     GEOID18
 AD8895  DYNAMIC HEIGHT  -        594.762 (meters)     1951.32  (feet) COMP
 AD8895  MODELED GRAVITY -    980,440.1   (mgal)                       NAVD 88
 AD8895
 AD8895  VERT ORDER      -  FIRST     CLASS II
 AD8895
 AD8895.The horizontal coordinates were scaled from a map and have
 AD8895.an estimated accuracy of +/- 6 seconds.
 AD8895
 AD8895.The orthometric height was determined by differential leveling and
 AD8895.adjusted by the NATIONAL GEODETIC SURVEY
 AD8895.in July 1998.
 AD8895
 AD8895.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8895.GEOID18 height accuracy estimate available here.
 AD8895
 AD8895.Click photographs - Photos may exist for this station.
 AD8895
 AD8895.The dynamic height is computed by dividing the NAVD 88
 AD8895.geopotential number by the normal gravity value computed on the
 AD8895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8895.degrees latitude (g = 980.6199 gals.).
 AD8895
 AD8895.The modeled gravity was interpolated from observed gravity values.
 AD8895
 AD8895;                    North         East    Units  Estimated Accuracy
 AD8895;SPC SD N     -   122,380.      850,210.      MT  (+/- 180 meters Scaled)
 AD8895
 AD8895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ712730(NAD 83)
 AD8895
 AD8895                          SUPERSEDED SURVEY CONTROL
 AD8895
 AD8895.No superseded survey control is available for this station.
 AD8895
 AD8895_MARKER: DB = BENCH MARK DISK
 AD8895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8895_STAMPING: 212-390.80
 AD8895_MARK LOGO: SDDT
 AD8895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8895+STABILITY: SURFACE MOTION
 AD8895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8895+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8895
 AD8895  HISTORY     - Date     Condition        Report By
 AD8895  HISTORY     - UNK      MONUMENTED       SDDT
 AD8895  HISTORY     - 19950919 GOOD             NGS
 AD8895
 AD8895                          STATION DESCRIPTION
 AD8895
 AD8895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8895'17.7 KM (11.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8895'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 316.0 M (1036.7 FT) WEST OF
 AD8895'MILEPOST 391, 22.6 M (74.1 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 AD8895'CENTERLINE, 8.2 M (26.9 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 AD8895'GATE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF
 AD8895'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 AD8895'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8894 ***********************************************************************
 AD8894  DESIGNATION -  212 391.77
 AD8894  PID         -  AD8894
 AD8894  STATE/COUNTY-  SD/DEUEL
 AD8894  COUNTRY     -  US
 AD8894  USGS QUAD   -  GOODWIN (2017)
 AD8894
 AD8894                         *CURRENT SURVEY CONTROL
 AD8894  ______________________________________________________________________
 AD8894* NAD 83(1986) POSITION- 44 53 26.     (N) 096 48 40.     (W)   SCALED
 AD8894* NAVD 88 ORTHO HEIGHT -   578.876 (meters)     1899.20  (feet) ADJUSTED
 AD8894  ______________________________________________________________________
 AD8894  GEOID HEIGHT    -        -25.265 (meters)                     GEOID18
 AD8894  DYNAMIC HEIGHT  -        578.786 (meters)     1898.90  (feet) COMP
 AD8894  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 AD8894
 AD8894  VERT ORDER      -  FIRST     CLASS II
 AD8894
 AD8894.The horizontal coordinates were scaled from a map and have
 AD8894.an estimated accuracy of +/- 6 seconds.
 AD8894
 AD8894.The orthometric height was determined by differential leveling and
 AD8894.adjusted by the NATIONAL GEODETIC SURVEY
 AD8894.in July 1998.
 AD8894
 AD8894.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8894.GEOID18 height accuracy estimate available here.
 AD8894
 AD8894.Click photographs - Photos may exist for this station.
 AD8894
 AD8894.The dynamic height is computed by dividing the NAVD 88
 AD8894.geopotential number by the normal gravity value computed on the
 AD8894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8894.degrees latitude (g = 980.6199 gals.).
 AD8894
 AD8894.The modeled gravity was interpolated from observed gravity values.
 AD8894
 AD8894;                    North         East    Units  Estimated Accuracy
 AD8894;SPC SD N     -   122,440.      851,830.      MT  (+/- 180 meters Scaled)
 AD8894
 AD8894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ728731(NAD 83)
 AD8894
 AD8894                          SUPERSEDED SURVEY CONTROL
 AD8894
 AD8894.No superseded survey control is available for this station.
 AD8894
 AD8894_MARKER: DB = BENCH MARK DISK
 AD8894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8894_STAMPING: 212-391.77
 AD8894_MARK LOGO: SDDT
 AD8894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8894+STABILITY: SURFACE MOTION
 AD8894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8894+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8894
 AD8894  HISTORY     - Date     Condition        Report By
 AD8894  HISTORY     - UNK      MONUMENTED       SDDT
 AD8894  HISTORY     - 19950919 GOOD             NGS
 AD8894
 AD8894                          STATION DESCRIPTION
 AD8894
 AD8894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8894'19.3 KM (12.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8894'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 327.0 M (1072.8 FT) WEST OF
 AD8894'MILEPOST 392, 22.5 M (73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.6 M
 AD8894'(28.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.4 M (4.6
 AD8894'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) EAST OF A T-FENCE
 AD8894'CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH
 AD8894'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16
 AD8894'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8893 ***********************************************************************
 AD8893  DESIGNATION -  212 392.79
 AD8893  PID         -  AD8893
 AD8893  STATE/COUNTY-  SD/DEUEL
 AD8893  COUNTRY     -  US
 AD8893  USGS QUAD   -  GOODWIN (2017)
 AD8893
 AD8893                         *CURRENT SURVEY CONTROL
 AD8893  ______________________________________________________________________
 AD8893* NAD 83(1986) POSITION- 44 53 24.     (N) 096 47 30.     (W)   SCALED
 AD8893* NAVD 88 ORTHO HEIGHT -   572.508 (meters)     1878.30  (feet) ADJUSTED
 AD8893  ______________________________________________________________________
 AD8893  GEOID HEIGHT    -        -25.284 (meters)                     GEOID18
 AD8893  DYNAMIC HEIGHT  -        572.421 (meters)     1878.02  (feet) COMP
 AD8893  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 AD8893
 AD8893  VERT ORDER      -  FIRST     CLASS II
 AD8893
 AD8893.The horizontal coordinates were scaled from a map and have
 AD8893.an estimated accuracy of +/- 6 seconds.
 AD8893
 AD8893.The orthometric height was determined by differential leveling and
 AD8893.adjusted by the NATIONAL GEODETIC SURVEY
 AD8893.in July 1998.
 AD8893
 AD8893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8893.GEOID18 height accuracy estimate available here.
 AD8893
 AD8893.Click photographs - Photos may exist for this station.
 AD8893
 AD8893.The dynamic height is computed by dividing the NAVD 88
 AD8893.geopotential number by the normal gravity value computed on the
 AD8893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8893.degrees latitude (g = 980.6199 gals.).
 AD8893
 AD8893.The modeled gravity was interpolated from observed gravity values.
 AD8893
 AD8893;                    North         East    Units  Estimated Accuracy
 AD8893;SPC SD N     -   122,440.      853,370.      MT  (+/- 180 meters Scaled)
 AD8893
 AD8893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ743731(NAD 83)
 AD8893
 AD8893                          SUPERSEDED SURVEY CONTROL
 AD8893
 AD8893.No superseded survey control is available for this station.
 AD8893
 AD8893_MARKER: DB = BENCH MARK DISK
 AD8893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8893_STAMPING: 212 392.79
 AD8893_MARK LOGO: SDDT
 AD8893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8893+STABILITY: SURFACE MOTION
 AD8893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8893+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8893
 AD8893  HISTORY     - Date     Condition        Report By
 AD8893  HISTORY     - UNK      MONUMENTED       SDDT
 AD8893  HISTORY     - 19950919 GOOD             NGS
 AD8893
 AD8893                          STATION DESCRIPTION
 AD8893
 AD8893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8893'20.9 KM (13.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8893'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 327.0 M (1072.8 FT) WEST OF
 AD8893'MILEPOST 393, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.1 M
 AD8893'(3.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AD8893'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 AD8893'THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8891 ***********************************************************************
 AD8891  DESIGNATION -  212 393.80
 AD8891  PID         -  AD8891
 AD8891  STATE/COUNTY-  SD/DEUEL
 AD8891  COUNTRY     -  US
 AD8891  USGS QUAD   -  GOODWIN (2017)
 AD8891
 AD8891                         *CURRENT SURVEY CONTROL
 AD8891  ______________________________________________________________________
 AD8891* NAD 83(1986) POSITION- 44 53 25.     (N) 096 46 15.     (W)   SCALED
 AD8891* NAVD 88 ORTHO HEIGHT -   564.770 (meters)     1852.92  (feet) ADJUSTED
 AD8891  ______________________________________________________________________
 AD8891  GEOID HEIGHT    -        -25.305 (meters)                     GEOID18
 AD8891  DYNAMIC HEIGHT  -        564.686 (meters)     1852.64  (feet) COMP
 AD8891  MODELED GRAVITY -    980,449.5   (mgal)                       NAVD 88
 AD8891
 AD8891  VERT ORDER      -  FIRST     CLASS II
 AD8891
 AD8891.The horizontal coordinates were scaled from a map and have
 AD8891.an estimated accuracy of +/- 6 seconds.
 AD8891
 AD8891.The orthometric height was determined by differential leveling and
 AD8891.adjusted by the NATIONAL GEODETIC SURVEY
 AD8891.in July 1998.
 AD8891
 AD8891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8891.GEOID18 height accuracy estimate available here.
 AD8891
 AD8891.Click photographs - Photos may exist for this station.
 AD8891
 AD8891.The dynamic height is computed by dividing the NAVD 88
 AD8891.geopotential number by the normal gravity value computed on the
 AD8891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8891.degrees latitude (g = 980.6199 gals.).
 AD8891
 AD8891.The modeled gravity was interpolated from observed gravity values.
 AD8891
 AD8891;                    North         East    Units  Estimated Accuracy
 AD8891;SPC SD N     -   122,540.      855,010.      MT  (+/- 180 meters Scaled)
 AD8891
 AD8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ760731(NAD 83)
 AD8891
 AD8891                          SUPERSEDED SURVEY CONTROL
 AD8891
 AD8891.No superseded survey control is available for this station.
 AD8891
 AD8891_MARKER: DB = BENCH MARK DISK
 AD8891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8891_STAMPING: 212-393.80
 AD8891_MARK LOGO: SDDT
 AD8891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8891+STABILITY: SURFACE MOTION
 AD8891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8891+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8891
 AD8891  HISTORY     - Date     Condition        Report By
 AD8891  HISTORY     - UNK      MONUMENTED       SDDT
 AD8891  HISTORY     - 19950919 GOOD             NGS
 AD8891
 AD8891                          STATION DESCRIPTION
 AD8891
 AD8891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8891'22.5 KM (14.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8891'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 328.0 M (1076.1 FT) WEST OF
 AD8891'MILEPOST 394, 23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AD8891'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AD8891'WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AD8891'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8890 ***********************************************************************
 AD8890  DESIGNATION -  212 394.80
 AD8890  PID         -  AD8890
 AD8890  STATE/COUNTY-  SD/DEUEL
 AD8890  COUNTRY     -  US
 AD8890  USGS QUAD   -  GOODWIN (2017)
 AD8890
 AD8890                         *CURRENT SURVEY CONTROL
 AD8890  ______________________________________________________________________
 AD8890* NAD 83(1986) POSITION- 44 53 25.     (N) 096 45 03.     (W)   SCALED
 AD8890* NAVD 88 ORTHO HEIGHT -   575.473 (meters)     1888.03  (feet) ADJUSTED
 AD8890  ______________________________________________________________________
 AD8890  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 AD8890  DYNAMIC HEIGHT  -        575.389 (meters)     1887.76  (feet) COMP
 AD8890  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 AD8890
 AD8890  VERT ORDER      -  FIRST     CLASS II
 AD8890
 AD8890.The horizontal coordinates were scaled from a map and have
 AD8890.an estimated accuracy of +/- 6 seconds.
 AD8890
 AD8890.The orthometric height was determined by differential leveling and
 AD8890.adjusted by the NATIONAL GEODETIC SURVEY
 AD8890.in July 1998.
 AD8890
 AD8890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8890.GEOID18 height accuracy estimate available here.
 AD8890
 AD8890.Click photographs - Photos may exist for this station.
 AD8890
 AD8890.The dynamic height is computed by dividing the NAVD 88
 AD8890.geopotential number by the normal gravity value computed on the
 AD8890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8890.degrees latitude (g = 980.6199 gals.).
 AD8890
 AD8890.The modeled gravity was interpolated from observed gravity values.
 AD8890
 AD8890;                    North         East    Units  Estimated Accuracy
 AD8890;SPC SD N     -   122,600.      856,590.      MT  (+/- 180 meters Scaled)
 AD8890
 AD8890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ776732(NAD 83)
 AD8890
 AD8890                          SUPERSEDED SURVEY CONTROL
 AD8890
 AD8890.No superseded survey control is available for this station.
 AD8890
 AD8890_MARKER: DB = BENCH MARK DISK
 AD8890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8890_STAMPING: 212-394.80
 AD8890_MARK LOGO: SDDT
 AD8890_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8890+STABILITY: SURFACE MOTION
 AD8890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8890+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8890
 AD8890  HISTORY     - Date     Condition        Report By
 AD8890  HISTORY     - UNK      MONUMENTED       SDDT
 AD8890  HISTORY     - 19950919 GOOD             NGS
 AD8890
 AD8890                          STATION DESCRIPTION
 AD8890
 AD8890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8890'24.1 KM (14.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8890'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 325.0 M (1066.3 FT) WEST OF
 AD8890'MILEPOST 395, 31.2 M (102.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M
 AD8890'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 AD8890'RIGHT-OF-WAY POST, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.1 M (0.3
 AD8890'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AD8890'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8889 ***********************************************************************
 AD8889  DESIGNATION -  212 395.80
 AD8889  PID         -  AD8889
 AD8889  STATE/COUNTY-  SD/DEUEL
 AD8889  COUNTRY     -  US
 AD8889  USGS QUAD   -  TUNERVILLE (2017)
 AD8889
 AD8889                         *CURRENT SURVEY CONTROL
 AD8889  ______________________________________________________________________
 AD8889* NAD 83(1986) POSITION- 44 53 25.     (N) 096 43 49.     (W)   SCALED
 AD8889* NAVD 88 ORTHO HEIGHT -   566.182 (meters)     1857.55  (feet) ADJUSTED
 AD8889  ______________________________________________________________________
 AD8889  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 AD8889  DYNAMIC HEIGHT  -        566.102 (meters)     1857.29  (feet) COMP
 AD8889  MODELED GRAVITY -    980,456.2   (mgal)                       NAVD 88
 AD8889
 AD8889  VERT ORDER      -  FIRST     CLASS II
 AD8889
 AD8889.The horizontal coordinates were scaled from a map and have
 AD8889.an estimated accuracy of +/- 6 seconds.
 AD8889
 AD8889.The orthometric height was determined by differential leveling and
 AD8889.adjusted by the NATIONAL GEODETIC SURVEY
 AD8889.in July 1998.
 AD8889
 AD8889.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8889.GEOID18 height accuracy estimate available here.
 AD8889
 AD8889.Click photographs - Photos may exist for this station.
 AD8889
 AD8889.The dynamic height is computed by dividing the NAVD 88
 AD8889.geopotential number by the normal gravity value computed on the
 AD8889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8889.degrees latitude (g = 980.6199 gals.).
 AD8889
 AD8889.The modeled gravity was interpolated from observed gravity values.
 AD8889
 AD8889;                    North         East    Units  Estimated Accuracy
 AD8889;SPC SD N     -   122,670.      858,210.      MT  (+/- 180 meters Scaled)
 AD8889
 AD8889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ792732(NAD 83)
 AD8889
 AD8889                          SUPERSEDED SURVEY CONTROL
 AD8889
 AD8889.No superseded survey control is available for this station.
 AD8889
 AD8889_MARKER: DB = BENCH MARK DISK
 AD8889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8889_STAMPING: 212 395.80
 AD8889_MARK LOGO: SDDT
 AD8889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8889+STABILITY: SURFACE MOTION
 AD8889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8889+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8889
 AD8889  HISTORY     - Date     Condition        Report By
 AD8889  HISTORY     - UNK      MONUMENTED       SDDT
 AD8889  HISTORY     - 19950919 GOOD             NGS
 AD8889
 AD8889                          STATION DESCRIPTION
 AD8889
 AD8889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8889'25.7 KM (15.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8889'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 335.0 M (1099.1 FT) WEST OF
 AD8889'MILEPOST 396, 22.9 M (75.1 FT) NORTHEAST OF AND LEVEL WITH THE HIGHWAY
 AD8889'CENTERLINE, 3.1 M (10.2 FT) NORTH OF A T-FENCE CORNER, 1.3 M (4.3 FT)
 AD8889'EAST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.1 M
 AD8889'(0.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AD8889'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8888 ***********************************************************************
 AD8888  DESIGNATION -  212 396.78
 AD8888  PID         -  AD8888
 AD8888  STATE/COUNTY-  SD/DEUEL
 AD8888  COUNTRY     -  US
 AD8888  USGS QUAD   -  TUNERVILLE (2017)
 AD8888
 AD8888                         *CURRENT SURVEY CONTROL
 AD8888  ______________________________________________________________________
 AD8888* NAD 83(1986) POSITION- 44 53 26.     (N) 096 42 37.     (W)   SCALED
 AD8888* NAVD 88 ORTHO HEIGHT -   540.168 (meters)     1772.20  (feet) ADJUSTED
 AD8888  ______________________________________________________________________
 AD8888  GEOID HEIGHT    -        -25.371 (meters)                     GEOID18
 AD8888  DYNAMIC HEIGHT  -        540.092 (meters)     1771.95  (feet) COMP
 AD8888  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 AD8888
 AD8888  VERT ORDER      -  FIRST     CLASS II
 AD8888
 AD8888.The horizontal coordinates were scaled from a map and have
 AD8888.an estimated accuracy of +/- 6 seconds.
 AD8888
 AD8888.The orthometric height was determined by differential leveling and
 AD8888.adjusted by the NATIONAL GEODETIC SURVEY
 AD8888.in July 1998.
 AD8888
 AD8888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8888.GEOID18 height accuracy estimate available here.
 AD8888
 AD8888.Click photographs - Photos may exist for this station.
 AD8888
 AD8888.The dynamic height is computed by dividing the NAVD 88
 AD8888.geopotential number by the normal gravity value computed on the
 AD8888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8888.degrees latitude (g = 980.6199 gals.).
 AD8888
 AD8888.The modeled gravity was interpolated from observed gravity values.
 AD8888
 AD8888;                    North         East    Units  Estimated Accuracy
 AD8888;SPC SD N     -   122,760.      859,790.      MT  (+/- 180 meters Scaled)
 AD8888
 AD8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ808733(NAD 83)
 AD8888
 AD8888                          SUPERSEDED SURVEY CONTROL
 AD8888
 AD8888.No superseded survey control is available for this station.
 AD8888
 AD8888_MARKER: DB = BENCH MARK DISK
 AD8888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8888_STAMPING: 212-396.78 1987 1971.29
 AD8888_MARK LOGO: SDDT
 AD8888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8888+STABILITY: SURFACE MOTION
 AD8888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8888+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8888
 AD8888  HISTORY     - Date     Condition        Report By
 AD8888  HISTORY     - 1987     MONUMENTED       SDDT
 AD8888  HISTORY     - 19950919 GOOD             NGS
 AD8888
 AD8888                          STATION DESCRIPTION
 AD8888
 AD8888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8888'27.3 KM (16.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8888'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 343.0 M (1125.3 FT) WEST OF
 AD8888'MILEPOST 397, 22.9 M (75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 21.9 M
 AD8888'(71.9 FT) EAST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AD8888'THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 AD8888'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AD8888'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9890 ***********************************************************************
 AB9890  CBN         -  This is a Cooperative Base Network Control Station.
 AB9890  DESIGNATION -  212 397.85=ALTAMONT 10
 AB9890  PID         -  AB9890
 AB9890  STATE/COUNTY-  SD/DEUEL
 AB9890  COUNTRY     -  US
 AB9890  USGS QUAD   -  TUNERVILLE (2017)
 AB9890
 AB9890                         *CURRENT SURVEY CONTROL
 AB9890  ______________________________________________________________________
 AB9890* NAD 83(2011) POSITION- 44 53 25.67883(N) 096 41 17.78755(W)   ADJUSTED
 AB9890* NAD 83(2011) ELLIP HT-   502.219 (meters)        (06/27/12)   ADJUSTED
 AB9890* NAD 83(2011) EPOCH   -  2010.00
 AB9890* NAVD 88 ORTHO HEIGHT -   527.605 (meters)     1730.98  (feet) ADJUSTED
 AB9890  ______________________________________________________________________
 AB9890  GEOID HEIGHT    -        -25.396 (meters)                     GEOID18
 AB9890  NAD 83(2011) X  -   -527,195.378 (meters)                     COMP
 AB9890  NAD 83(2011) Y  - -4,495,740.360 (meters)                     COMP
 AB9890  NAD 83(2011) Z  -  4,479,087.335 (meters)                     COMP
 AB9890  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 AB9890  DYNAMIC HEIGHT  -        527.532 (meters)     1730.74  (feet) COMP
 AB9890  MODELED GRAVITY -    980,463.2   (mgal)                       NAVD 88
 AB9890
 AB9890  VERT ORDER      -  FIRST     CLASS II
 AB9890
 AB9890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9890  Standards:
 AB9890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9890  -------------------------------------------------------------------
 AB9890  NETWORK    0.40   1.16           0.18   0.14   0.59      0.05003623
 AB9890  -------------------------------------------------------------------
 AB9890  Click here for local accuracies and other accuracy information.
 AB9890
 AB9890.The horizontal coordinates were established by GPS observations
 AB9890.and adjusted by the National Geodetic Survey in June 2012.
 AB9890
 AB9890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9890.been affixed to the stable North American tectonic plate. See 
 AB9890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9890
 AB9890.The horizontal coordinates are valid at the epoch date displayed above
 AB9890.which is a decimal equivalence of Year/Month/Day.
 AB9890
 AB9890.The orthometric height was determined by differential leveling and
 AB9890.adjusted by the NATIONAL GEODETIC SURVEY
 AB9890.in July 1998.
 AB9890
 AB9890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9890.GEOID18 height accuracy estimate available here.
 AB9890
 AB9890.Click photographs - Photos may exist for this station.
 AB9890
 AB9890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9890
 AB9890.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9890
 AB9890.The ellipsoidal height was determined by GPS observations
 AB9890.and is referenced to NAD 83.
 AB9890
 AB9890.The dynamic height is computed by dividing the NAVD 88
 AB9890.geopotential number by the normal gravity value computed on the
 AB9890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9890.degrees latitude (g = 980.6199 gals.).
 AB9890
 AB9890.The modeled gravity was interpolated from observed gravity values.
 AB9890
 AB9890. The following values were computed from the NAD 83(2011) position.
 AB9890
 AB9890;                    North         East     Units Scale Factor Converg.
 AB9890;SPC SD N     -   122,820.814   861,528.258   MT  0.99994303   +2 20 37.8
 AB9890;SPC SD N     -   402,954.62  2,826,530.63   sFT  0.99994303   +2 20 37.8
 AB9890;UTM  14      - 4,973,382.450   682,546.415   MT  1.00000978   +1 37 55.0
 AB9890
 AB9890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9890!SPC SD N     -   0.99992126  x   0.99994303  =   0.99986430
 AB9890!UTM  14      -   0.99992126  x   1.00000978  =   0.99993104
 AB9890
 AB9890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8254673382(NAD 83)
 AB9890
 AB9890                          SUPERSEDED SURVEY CONTROL
 AB9890
 AB9890  NAD 83(2007)-  44 53 25.67878(N)    096 41 17.78840(W) AD(2002.00) 0
 AB9890  ELLIP H (02/10/07)  502.248  (m)                       GP(2002.00)    
 AB9890  ELLIP H (04/15/04)  502.275  (m)                       GP(       ) 2 1
 AB9890  NAD 83(1996)-  44 53 25.67840(N)    096 41 17.78796(W) AD(       ) B
 AB9890  ELLIP H (01/15/97)  502.291  (m)                       GP(       ) 4 1
 AB9890  NAVD 88             527.61   (m)         1731.0    (f) LEVELING    3  
 AB9890  NAVD 88 (06/12/06)  527.6    (m)  GEOID03  model used  GPS OBS        
 AB9890  NAVD 88 (04/18/97)  527.6    (m)  UNKNOWN  model used  GPS OBS        
 AB9890  NAVD 88 (01/15/97)  527.6    (m)  GEOID96  model used  GPS OBS        
 AB9890
 AB9890.Superseded values are not recommended for survey control.
 AB9890
 AB9890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9890.See file dsdata.pdf to determine how the superseded data were derived.
 AB9890
 AB9890_MARKER: P = PIPE CAP
 AB9890_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9890_STAMPING: ALTAMONT 10-1994
 AB9890_MARK LOGO: MNDT
 AB9890_PROJECTION: FLUSH
 AB9890_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9890+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2005
 AB9890_ROD/PIPE-DEPTH: 6.4 meters
 AB9890_SLEEVE-DEPTH  : 1.8 meters
 AB9890
 AB9890  HISTORY     - Date     Condition        Report By
 AB9890  HISTORY     - 1994     MONUMENTED       SDDT
 AB9890  HISTORY     - 19950315 GOOD             MNDT
 AB9890  HISTORY     - 19950919 GOOD             NGS
 AB9890  HISTORY     - 19960930 GOOD             NGS
 AB9890  HISTORY     - 20051210 GOOD             SDDT
 AB9890
 AB9890                          STATION DESCRIPTION
 AB9890
 AB9890'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 AB9890'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY SDDOT.
 AB9890'RECOVERY NOTE BY DAVID K.  HERDER TYPED BY J.E.M.
 AB9890
 AB9890                          STATION RECOVERY (1995)
 AB9890
 AB9890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9890'29.0 KM (18.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AB9890'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 259.0 M (849.7 FT) WEST OF
 AB9890'MILEPOST 398, 30.4 M (99.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AB9890'5.8 M (19.0 FT) WEST OF THE CENTER OF A GATE, 1.3 M (4.3 FT) BELOW THE
 AB9890'LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) NORTHWEST OF A FENCE, 0.4 M (1.3
 AB9890'FT) SOUTHEAST OF A METAL GUARD POST, AND 0.6 M (2.0 FT) NORTHWEST OF
 AB9890'THE CENTER OF 3 BRACED FENCE POSTS.  NOTE--THE DATUM POINT IS A
 AB9890'STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 AB9890'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AB9890'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THIS
 AB9890'POINT WAS USED IN A STATE OF MINNESOTA GPS SURVEY AS ALTAMONT AND
 AB9890'ALTAMONT 10-1994 IS STAMPED ON THE LOGO CAP LID IN SMALL LETTERS.
 AB9890
 AB9890                          STATION RECOVERY (1996)
 AB9890
 AB9890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9890'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF ALTAMONT AND 8.0
 AB9890'MI (12.9 KM) EAST OF GOODWIN, ON U.S. HIGHWAY 212.  OWNERSHIP--THE
 AB9890'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AB9890'CLEAR LAKE, GO EAST ON 3RD STREET WEST FOR 0.1 MI (0.2 KM) TO THE
 AB9890'JUNCTION OF STATE HIGHWAY 15, TURN LEFT AND GO NORTH ON STATE HIGHWAY
 AB9890'15 FOR 9.5 MI (15.3 KM) TO THE JUNCTION OF U.S. HIGHWAY 212, TURN LEFT
 AB9890'AND GO WEST ON U.S. HIGHWAY 212 FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AB9890'THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AB9890'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AB9890'STEEL PIPE.  LOCATED 100.0 FT (30.5 M) SOUTH OF THE HIGHWAY
 AB9890'CENTERLINE, 20.0 FT (6.1 M) WEST OF CENTER OF A FIELD ENTRANCE AND
 AB9890'GATE, 3.0 FT (0.9 M) NORTH OF THE CENTER 1 OF 3 BRACED FENCE POSTS,
 AB9890'1.6 FT (0.5 M) NORTH OF A WITNESS POST, AND 1.0 FT (0.3 M) SOUTH OF A
 AB9890'METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9890'LOGO CAP AND THEN A 4-INCH PVC CAP.  THE ACCESS COVER IS
 AB9890'STAMPED---ALTAMONT 10-1994---.
 AB9890
 AB9890                          STATION RECOVERY (2005)
 AB9890
 AB9890'RECOVERY NOTE BY SD DEPT OF TRANSP 2005 (DKH)
 AB9890'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AB9890'THE MARK IS 0.25 MILES (0.40 KM) WEST OF TUNERVILLE, 26.35 MILES
 AB9890'(42.41 KM) WEST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 75
 AB9890'AND TRUNK HIGHWAY 212 ABOUT 5 MILES (8.0 KM) SOUTH OF MADISON-MN, AT
 AB9890'TRUNK HIGHWAY 212 MILEPOINT 398.2, 3.7 MILES (6.0 KM) NORTH ON TRUNK
 AB9890'HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 15 AND MAIN ROAD IN
 AB9890'ALTAMONT, 100 FEET (30.5 M) SOUTH OF TRUNK HIGHWAY 212, 20 FEET (6.1
 AB9890'M) WEST OF FENCE GATE, 3 FEET (0.9 M) NORTH OF CENTER OF WEST 3 POST
 AB9890'PANEL OF R/W FENCELINE, 1.6 FEET (0.5 M) NORTH OF WITNESS POST, MARK
 AB9890'IS RIVET ON A STEEL PIPE CAP SET INSIDE A 3-INCH DIAMETER PVC PLASTIC
 AB9890'SLEEVE WITH A REMOVABLE PLASTIC CAP SET INSIDE A 4-INCH DIAMETER PVC
 AB9890'PLASTIC PIPE WITH AN ALUMINUM ACCESS COVER, STATION WAS  SET BY SOUTH
 AB9890'DAKOTA DEPARTMENT OF TRANSPORTATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8887 ***********************************************************************
 AD8887  DESIGNATION -  212 398.57
 AD8887  PID         -  AD8887
 AD8887  STATE/COUNTY-  SD/DEUEL
 AD8887  COUNTRY     -  US
 AD8887  USGS QUAD   -  TUNERVILLE (2017)
 AD8887
 AD8887                         *CURRENT SURVEY CONTROL
 AD8887  ______________________________________________________________________
 AD8887* NAD 83(1986) POSITION- 44 53 54.     (N) 096 40 49.     (W)   SCALED
 AD8887* NAVD 88 ORTHO HEIGHT -   524.803 (meters)     1721.79  (feet) ADJUSTED
 AD8887  ______________________________________________________________________
 AD8887  GEOID HEIGHT    -        -25.414 (meters)                     GEOID18
 AD8887  DYNAMIC HEIGHT  -        524.732 (meters)     1721.56  (feet) COMP
 AD8887  MODELED GRAVITY -    980,465.8   (mgal)                       NAVD 88
 AD8887
 AD8887  VERT ORDER      -  FIRST     CLASS II
 AD8887
 AD8887.The horizontal coordinates were scaled from a map and have
 AD8887.an estimated accuracy of +/- 6 seconds.
 AD8887
 AD8887.The orthometric height was determined by differential leveling and
 AD8887.adjusted by the NATIONAL GEODETIC SURVEY
 AD8887.in July 1998.
 AD8887
 AD8887.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8887.GEOID18 height accuracy estimate available here.
 AD8887
 AD8887.Click photographs - Photos may exist for this station.
 AD8887
 AD8887.The dynamic height is computed by dividing the NAVD 88
 AD8887.geopotential number by the normal gravity value computed on the
 AD8887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8887.degrees latitude (g = 980.6199 gals.).
 AD8887
 AD8887.The modeled gravity was interpolated from observed gravity values.
 AD8887
 AD8887;                    North         East    Units  Estimated Accuracy
 AD8887;SPC SD N     -   123,720.      862,120.      MT  (+/- 180 meters Scaled)
 AD8887
 AD8887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ831742(NAD 83)
 AD8887
 AD8887                          SUPERSEDED SURVEY CONTROL
 AD8887
 AD8887.No superseded survey control is available for this station.
 AD8887
 AD8887_MARKER: DB = BENCH MARK DISK
 AD8887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8887_STAMPING: 212 398.57 1973 1720.36
 AD8887_MARK LOGO: SDDT
 AD8887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8887+STABILITY: SURFACE MOTION
 AD8887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8887+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8887
 AD8887  HISTORY     - Date     Condition        Report By
 AD8887  HISTORY     - 1973     MONUMENTED       SDDT
 AD8887  HISTORY     - 19950919 GOOD             NGS
 AD8887
 AD8887                          STATION DESCRIPTION
 AD8887
 AD8887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8887'30.1 KM (18.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8887'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 682.0 M (2237.5 FT) WEST OF
 AD8887'MILEPOST 399, 30.4 M (99.7 FT) WEST OF THE HIGHWAY CENTERLINE, 8.5 M
 AD8887'(27.9 FT) NORTH OF THE CENTER OF A DRIVEWAY, 1.7 M (5.6 FT) BELOW THE
 AD8887'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A GAS VENT PIPE, 0.3 M
 AD8887'(1.0 FT) SOUTHEAST OF A GATE POST, 0.2 M (0.7 FT) EAST OF A WITNESS
 AD8887'POST, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 AD8887'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8886 ***********************************************************************
 AD8886  DESIGNATION -  212 399.52
 AD8886  PID         -  AD8886
 AD8886  STATE/COUNTY-  SD/DEUEL
 AD8886  COUNTRY     -  US
 AD8886  USGS QUAD   -  TUNERVILLE (2017)
 AD8886
 AD8886                         *CURRENT SURVEY CONTROL
 AD8886  ______________________________________________________________________
 AD8886* NAD 83(1986) POSITION- 44 54 42.     (N) 096 40 47.     (W)   SCALED
 AD8886* NAVD 88 ORTHO HEIGHT -   523.445 (meters)     1717.34  (feet) ADJUSTED
 AD8886  ______________________________________________________________________
 AD8886  GEOID HEIGHT    -        -25.429 (meters)                     GEOID18
 AD8886  DYNAMIC HEIGHT  -        523.375 (meters)     1717.11  (feet) COMP
 AD8886  MODELED GRAVITY -    980,468.0   (mgal)                       NAVD 88
 AD8886
 AD8886  VERT ORDER      -  FIRST     CLASS II
 AD8886
 AD8886.The horizontal coordinates were scaled from a map and have
 AD8886.an estimated accuracy of +/- 6 seconds.
 AD8886
 AD8886.The orthometric height was determined by differential leveling and
 AD8886.adjusted by the NATIONAL GEODETIC SURVEY
 AD8886.in July 1998.
 AD8886
 AD8886.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8886.GEOID18 height accuracy estimate available here.
 AD8886
 AD8886.Click photographs - Photos may exist for this station.
 AD8886
 AD8886.The dynamic height is computed by dividing the NAVD 88
 AD8886.geopotential number by the normal gravity value computed on the
 AD8886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8886.degrees latitude (g = 980.6199 gals.).
 AD8886
 AD8886.The modeled gravity was interpolated from observed gravity values.
 AD8886
 AD8886;                    North         East    Units  Estimated Accuracy
 AD8886;SPC SD N     -   125,200.      862,110.      MT  (+/- 180 meters Scaled)
 AD8886
 AD8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ831757(NAD 83)
 AD8886
 AD8886                          SUPERSEDED SURVEY CONTROL
 AD8886
 AD8886.No superseded survey control is available for this station.
 AD8886
 AD8886_MARKER: DB = BENCH MARK DISK
 AD8886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8886_STAMPING: 212-399.52 1973 1716.44
 AD8886_MARK LOGO: SDDT
 AD8886_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8886+STABILITY: SURFACE MOTION
 AD8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8886+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8886
 AD8886  HISTORY     - Date     Condition        Report By
 AD8886  HISTORY     - 1973     MONUMENTED       SDDT
 AD8886  HISTORY     - 19950919 GOOD             NGS
 AD8886
 AD8886                          STATION DESCRIPTION
 AD8886
 AD8886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8886'31.7 KM (19.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8886'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 763.0 M (2503.3 FT) WEST OF
 AD8886'MILEPOST 400, 30.2 M (99.1 FT) WEST OF THE HIGHWAY CENTERLINE, 3.9 M
 AD8886'(12.8 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6
 AD8886'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS
 AD8886'POST AND THE EAST END OF 3 BRACED FENCE POSTS, AND THE MONUMENT IS
 AD8886'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8885 ***********************************************************************
 AD8885  DESIGNATION -  212 400.52
 AD8885  PID         -  AD8885
 AD8885  STATE/COUNTY-  SD/DEUEL
 AD8885  COUNTRY     -  US
 AD8885  USGS QUAD   -  TUNERVILLE (2017)
 AD8885
 AD8885                         *CURRENT SURVEY CONTROL
 AD8885  ______________________________________________________________________
 AD8885* NAD 83(1986) POSITION- 44 55 37.     (N) 096 40 46.     (W)   SCALED
 AD8885* NAVD 88 ORTHO HEIGHT -   521.105 (meters)     1709.66  (feet) ADJUSTED
 AD8885  ______________________________________________________________________
 AD8885  GEOID HEIGHT    -        -25.445 (meters)                     GEOID18
 AD8885  DYNAMIC HEIGHT  -        521.037 (meters)     1709.44  (feet) COMP
 AD8885  MODELED GRAVITY -    980,470.6   (mgal)                       NAVD 88
 AD8885
 AD8885  VERT ORDER      -  FIRST     CLASS II
 AD8885
 AD8885.The horizontal coordinates were scaled from a map and have
 AD8885.an estimated accuracy of +/- 6 seconds.
 AD8885
 AD8885.The orthometric height was determined by differential leveling and
 AD8885.adjusted by the NATIONAL GEODETIC SURVEY
 AD8885.in July 1998.
 AD8885
 AD8885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8885.GEOID18 height accuracy estimate available here.
 AD8885
 AD8885.Click photographs - Photos may exist for this station.
 AD8885
 AD8885.The dynamic height is computed by dividing the NAVD 88
 AD8885.geopotential number by the normal gravity value computed on the
 AD8885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8885.degrees latitude (g = 980.6199 gals.).
 AD8885
 AD8885.The modeled gravity was interpolated from observed gravity values.
 AD8885
 AD8885;                    North         East    Units  Estimated Accuracy
 AD8885;SPC SD N     -   126,900.      862,060.      MT  (+/- 180 meters Scaled)
 AD8885
 AD8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ831774(NAD 83)
 AD8885
 AD8885                          SUPERSEDED SURVEY CONTROL
 AD8885
 AD8885.No superseded survey control is available for this station.
 AD8885
 AD8885_MARKER: DB = BENCH MARK DISK
 AD8885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8885_STAMPING: 212-400.52 1973 1708.83
 AD8885_MARK LOGO: SDDT
 AD8885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8885+STABILITY: SURFACE MOTION
 AD8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8885+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8885
 AD8885  HISTORY     - Date     Condition        Report By
 AD8885  HISTORY     - 1973     MONUMENTED       SDDT
 AD8885  HISTORY     - 19950919 GOOD             NGS
 AD8885
 AD8885                          STATION DESCRIPTION
 AD8885
 AD8885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8885'33.3 KM (20.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8885'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 862.0 M (2828.1 FT) WEST OF
 AD8885'MILEPOST 401, 30.7 M (100.7 FT) WEST OF THE HIGHWAY CENTERLINE, 30.0 M
 AD8885'(98.4 FT) SOUTH OF A UTILITY POLE WITH 3 GUY CABLES, 0.4 M (1.3 FT)
 AD8885'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 AD8885'0.2 M (0.7 FT) EAST OF A RIGHT-OF-WAY POST, AND THE MONUMENT IS FLUSH
 AD8885'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8884 ***********************************************************************
 AD8884  DESIGNATION -  212 401.34
 AD8884  PID         -  AD8884
 AD8884  STATE/COUNTY-  SD/DEUEL
 AD8884  COUNTRY     -  US
 AD8884  USGS QUAD   -  TUNERVILLE (2017)
 AD8884
 AD8884                         *CURRENT SURVEY CONTROL
 AD8884  ______________________________________________________________________
 AD8884* NAD 83(1986) POSITION- 44 56 02.     (N) 096 40 12.     (W)   SCALED
 AD8884* NAVD 88 ORTHO HEIGHT -   507.900 (meters)     1666.34  (feet) ADJUSTED
 AD8884  ______________________________________________________________________
 AD8884  GEOID HEIGHT    -        -25.463 (meters)                     GEOID18
 AD8884  DYNAMIC HEIGHT  -        507.835 (meters)     1666.12  (feet) COMP
 AD8884  MODELED GRAVITY -    980,473.5   (mgal)                       NAVD 88
 AD8884
 AD8884  VERT ORDER      -  FIRST     CLASS II
 AD8884
 AD8884.The horizontal coordinates were scaled from a map and have
 AD8884.an estimated accuracy of +/- 6 seconds.
 AD8884
 AD8884.The orthometric height was determined by differential leveling and
 AD8884.adjusted by the NATIONAL GEODETIC SURVEY
 AD8884.in July 1998.
 AD8884
 AD8884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8884.GEOID18 height accuracy estimate available here.
 AD8884
 AD8884.Click photographs - Photos may exist for this station.
 AD8884
 AD8884.The dynamic height is computed by dividing the NAVD 88
 AD8884.geopotential number by the normal gravity value computed on the
 AD8884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8884.degrees latitude (g = 980.6199 gals.).
 AD8884
 AD8884.The modeled gravity was interpolated from observed gravity values.
 AD8884
 AD8884;                    North         East    Units  Estimated Accuracy
 AD8884;SPC SD N     -   127,700.      862,770.      MT  (+/- 180 meters Scaled)
 AD8884
 AD8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ838782(NAD 83)
 AD8884
 AD8884                          SUPERSEDED SURVEY CONTROL
 AD8884
 AD8884.No superseded survey control is available for this station.
 AD8884
 AD8884_MARKER: DB = BENCH MARK DISK
 AD8884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8884_STAMPING: 212-401.34 1973 1665.38
 AD8884_MARK LOGO: SDDT
 AD8884_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8884+STABILITY: SURFACE MOTION
 AD8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8884+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8884
 AD8884  HISTORY     - Date     Condition        Report By
 AD8884  HISTORY     - 1973     MONUMENTED       SDDT
 AD8884  HISTORY     - 19950919 GOOD             NGS
 AD8884
 AD8884                          STATION DESCRIPTION
 AD8884
 AD8884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8884'34.6 KM (21.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8884'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 572.0 M (1876.6 FT) EAST OF
 AD8884'MILEPOST 401, 30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.8 M
 AD8884'(12.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3
 AD8884'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF THE SOUTH
 AD8884'END OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AD8884'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8883 ***********************************************************************
 AD8883  DESIGNATION -  212 402.35
 AD8883  PID         -  AD8883
 AD8883  STATE/COUNTY-  SD/DEUEL
 AD8883  COUNTRY     -  US
 AD8883  USGS QUAD   -  TUNERVILLE (2017)
 AD8883
 AD8883                         *CURRENT SURVEY CONTROL
 AD8883  ______________________________________________________________________
 AD8883* NAD 83(1986) POSITION- 44 56 00.     (N) 096 38 57.     (W)   SCALED
 AD8883* NAVD 88 ORTHO HEIGHT -   505.468 (meters)     1658.36  (feet) ADJUSTED
 AD8883  ______________________________________________________________________
 AD8883  GEOID HEIGHT    -        -25.488 (meters)                     GEOID18
 AD8883  DYNAMIC HEIGHT  -        505.406 (meters)     1658.15  (feet) COMP
 AD8883  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 AD8883
 AD8883  VERT ORDER      -  FIRST     CLASS II
 AD8883
 AD8883.The horizontal coordinates were scaled from a map and have
 AD8883.an estimated accuracy of +/- 6 seconds.
 AD8883
 AD8883.The orthometric height was determined by differential leveling and
 AD8883.adjusted by the NATIONAL GEODETIC SURVEY
 AD8883.in July 1998.
 AD8883
 AD8883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8883.GEOID18 height accuracy estimate available here.
 AD8883
 AD8883.Click photographs - Photos may exist for this station.
 AD8883
 AD8883.The dynamic height is computed by dividing the NAVD 88
 AD8883.geopotential number by the normal gravity value computed on the
 AD8883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8883.degrees latitude (g = 980.6199 gals.).
 AD8883
 AD8883.The modeled gravity was interpolated from observed gravity values.
 AD8883
 AD8883;                    North         East    Units  Estimated Accuracy
 AD8883;SPC SD N     -   127,710.      864,420.      MT  (+/- 180 meters Scaled)
 AD8883
 AD8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ854782(NAD 83)
 AD8883
 AD8883                          SUPERSEDED SURVEY CONTROL
 AD8883
 AD8883.No superseded survey control is available for this station.
 AD8883
 AD8883_MARKER: DB = BENCH MARK DISK
 AD8883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8883_STAMPING: 212-402.35 1973 1657.50
 AD8883_MARK LOGO: SDDT
 AD8883_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8883+STABILITY: SURFACE MOTION
 AD8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8883+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8883
 AD8883  HISTORY     - Date     Condition        Report By
 AD8883  HISTORY     - 1973     MONUMENTED       SDDT
 AD8883  HISTORY     - 19950919 GOOD             NGS
 AD8883
 AD8883                          STATION DESCRIPTION
 AD8883
 AD8883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8883'36.2 KM (22.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8883'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 580.0 M (1902.9 FT) EAST OF
 AD8883'MILEPOST 402, 40.2 M (131.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AD8883'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 AD8883'T-FENCE CORNER, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AD8883'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8882 ***********************************************************************
 AD8882  DESIGNATION -  212 403.34
 AD8882  PID         -  AD8882
 AD8882  STATE/COUNTY-  SD/DEUEL
 AD8882  COUNTRY     -  US
 AD8882  USGS QUAD   -  TUNERVILLE (2017)
 AD8882
 AD8882                         *CURRENT SURVEY CONTROL
 AD8882  ______________________________________________________________________
 AD8882* NAD 83(1986) POSITION- 44 56 00.56   (N) 096 37 43.79   (W)   HD_HELD1
 AD8882* NAVD 88 ORTHO HEIGHT -   504.189 (meters)     1654.16  (feet) ADJUSTED
 AD8882  ______________________________________________________________________
 AD8882  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 AD8882  DYNAMIC HEIGHT  -        504.128 (meters)     1653.96  (feet) COMP
 AD8882  MODELED GRAVITY -    980,480.6   (mgal)                       NAVD 88
 AD8882
 AD8882  VERT ORDER      -  FIRST     CLASS II
 AD8882
 AD8882.The horizontal coordinates were determined by differentially corrected
 AD8882.hand held GPS observations or other comparable positioning techniques
 AD8882.and have an estimated accuracy of +/- 3 meters.
 AD8882
 AD8882.The orthometric height was determined by differential leveling and
 AD8882.adjusted by the NATIONAL GEODETIC SURVEY
 AD8882.in July 1998.
 AD8882
 AD8882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8882.GEOID18 height accuracy estimate available here.
 AD8882
 AD8882.Click photographs - Photos may exist for this station.
 AD8882
 AD8882.The dynamic height is computed by dividing the NAVD 88
 AD8882.geopotential number by the normal gravity value computed on the
 AD8882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8882.degrees latitude (g = 980.6199 gals.).
 AD8882
 AD8882.The modeled gravity was interpolated from observed gravity values.
 AD8882
 AD8882;                    North         East    Units  Estimated Accuracy
 AD8882;SPC SD N     -   127,791.2     866,020.8     MT  (+/- 3 meters HH1 GPS) 
 AD8882
 AD8882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8710078297(NAD 83)
 AD8882
 AD8882                          SUPERSEDED SURVEY CONTROL
 AD8882
 AD8882.No superseded survey control is available for this station.
 AD8882
 AD8882_MARKER: DB = BENCH MARK DISK
 AD8882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8882_STAMPING: 212-403.34 1973 1653.31
 AD8882_MARK LOGO: SDDT
 AD8882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8882+STABILITY: SURFACE MOTION
 AD8882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8882+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8882
 AD8882  HISTORY     - Date     Condition        Report By
 AD8882  HISTORY     - 1973     MONUMENTED       SDDT
 AD8882  HISTORY     - 19950919 GOOD             NGS
 AD8882
 AD8882                          STATION DESCRIPTION
 AD8882
 AD8882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8882'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8882'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 539.0 M (1768.4 FT) EAST OF
 AD8882'MILEPOST 403, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.6 M
 AD8882'(15.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6
 AD8882'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A T-FENCE
 AD8882'CORNER, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AD8882'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8881 ***********************************************************************
 AD8881  DESIGNATION -  212 404.39
 AD8881  PID         -  AD8881
 AD8881  STATE/COUNTY-  SD/DEUEL
 AD8881  COUNTRY     -  US
 AD8881  USGS QUAD   -  CLEAR LAKE NE (2017)
 AD8881
 AD8881                         *CURRENT SURVEY CONTROL
 AD8881  ______________________________________________________________________
 AD8881* NAD 83(1986) POSITION- 44 56 07.     (N) 096 36 25.     (W)   SCALED
 AD8881* NAVD 88 ORTHO HEIGHT -   484.515 (meters)     1589.61  (feet) ADJUSTED
 AD8881  ______________________________________________________________________
 AD8881  GEOID HEIGHT    -        -25.545 (meters)                     GEOID18
 AD8881  DYNAMIC HEIGHT  -        484.458 (meters)     1589.43  (feet) COMP
 AD8881  MODELED GRAVITY -    980,484.8   (mgal)                       NAVD 88
 AD8881
 AD8881  VERT ORDER      -  FIRST     CLASS II
 AD8881
 AD8881.The horizontal coordinates were scaled from a map and have
 AD8881.an estimated accuracy of +/- 6 seconds.
 AD8881
 AD8881.The orthometric height was determined by differential leveling and
 AD8881.adjusted by the NATIONAL GEODETIC SURVEY
 AD8881.in July 1998.
 AD8881
 AD8881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8881.GEOID18 height accuracy estimate available here.
 AD8881
 AD8881.Click photographs - Photos may exist for this station.
 AD8881
 AD8881.The dynamic height is computed by dividing the NAVD 88
 AD8881.geopotential number by the normal gravity value computed on the
 AD8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8881.degrees latitude (g = 980.6199 gals.).
 AD8881
 AD8881.The modeled gravity was interpolated from observed gravity values.
 AD8881
 AD8881;                    North         East    Units  Estimated Accuracy
 AD8881;SPC SD N     -   128,060.      867,740.      MT  (+/- 180 meters Scaled)
 AD8881
 AD8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ888785(NAD 83)
 AD8881
 AD8881                          SUPERSEDED SURVEY CONTROL
 AD8881
 AD8881.No superseded survey control is available for this station.
 AD8881
 AD8881_MARKER: DB = BENCH MARK DISK
 AD8881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8881_STAMPING: 212-404.39 1973 1588.72
 AD8881_MARK LOGO: SDDT
 AD8881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8881+STABILITY: SURFACE MOTION
 AD8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8881+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8881
 AD8881  HISTORY     - Date     Condition        Report By
 AD8881  HISTORY     - 1973     MONUMENTED       SDDT
 AD8881  HISTORY     - 19950919 GOOD             NGS
 AD8881
 AD8881                          STATION DESCRIPTION
 AD8881
 AD8881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8881'39.5 KM (24.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8881'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 633.0 M (2076.8 FT) EAST OF
 AD8881'MILEPOST 404, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.7 M
 AD8881'(2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF
 AD8881'THE WEST END OF 2 BRACED FENCE POSTS, 0.3 M (1.0 FT) NORTH OF A
 AD8881'WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF A RIGHT-OF-WAY POST, AND THE
 AD8881'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. THERE IS
 AD8881'ALSO 1590.56 STAMPED ON THE DISK AND IT HAS BEEN STAMPED OVER BY
 AD8881'DASHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8879 ***********************************************************************
 AD8879  DESIGNATION -  212 405.59
 AD8879  PID         -  AD8879
 AD8879  STATE/COUNTY-  SD/DEUEL
 AD8879  COUNTRY     -  US
 AD8879  USGS QUAD   -  CLEAR LAKE NE (2017)
 AD8879
 AD8879                         *CURRENT SURVEY CONTROL
 AD8879  ______________________________________________________________________
 AD8879* NAD 83(1986) POSITION- 44 56 01.     (N) 096 34 59.     (W)   SCALED
 AD8879* NAVD 88 ORTHO HEIGHT -   459.933 (meters)     1508.96  (feet) ADJUSTED
 AD8879  ______________________________________________________________________
 AD8879  GEOID HEIGHT    -        -25.578 (meters)                     GEOID18
 AD8879  DYNAMIC HEIGHT  -        459.880 (meters)     1508.79  (feet) COMP
 AD8879  MODELED GRAVITY -    980,488.6   (mgal)                       NAVD 88
 AD8879
 AD8879  VERT ORDER      -  FIRST     CLASS II
 AD8879
 AD8879.The horizontal coordinates were scaled from a map and have
 AD8879.an estimated accuracy of +/- 6 seconds.
 AD8879
 AD8879.The orthometric height was determined by differential leveling and
 AD8879.adjusted by the NATIONAL GEODETIC SURVEY
 AD8879.in July 1998.
 AD8879
 AD8879.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8879.GEOID18 height accuracy estimate available here.
 AD8879
 AD8879.Click photographs - Photos may exist for this station.
 AD8879
 AD8879.The dynamic height is computed by dividing the NAVD 88
 AD8879.geopotential number by the normal gravity value computed on the
 AD8879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8879.degrees latitude (g = 980.6199 gals.).
 AD8879
 AD8879.The modeled gravity was interpolated from observed gravity values.
 AD8879
 AD8879;                    North         East    Units  Estimated Accuracy
 AD8879;SPC SD N     -   127,960.      869,630.      MT  (+/- 180 meters Scaled)
 AD8879
 AD8879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ907784(NAD 83)
 AD8879
 AD8879                          SUPERSEDED SURVEY CONTROL
 AD8879
 AD8879.No superseded survey control is available for this station.
 AD8879
 AD8879_MARKER: DB = BENCH MARK DISK
 AD8879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8879_STAMPING: 212-405.59 1973 1508.04
 AD8879_MARK LOGO: SDDT
 AD8879_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8879+STABILITY: SURFACE MOTION
 AD8879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8879+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8879
 AD8879  HISTORY     - Date     Condition        Report By
 AD8879  HISTORY     - 1973     MONUMENTED       SDDT
 AD8879  HISTORY     - 19950919 GOOD             NGS
 AD8879
 AD8879                          STATION DESCRIPTION
 AD8879
 AD8879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8879'41.4 KM (25.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8879'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 660.0 M (2165.3 FT) WEST OF
 AD8879'MILEPOST 406, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.8 M
 AD8879'(68.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3
 AD8879'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AD8879'POST, 0.2 M (0.7 FT) SOUTH OF A T-FENCE CORNER, AND THE MONUMENT IS
 AD8879'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8878 ***********************************************************************
 AD8878  DESIGNATION -  212 406.34
 AD8878  PID         -  AD8878
 AD8878  STATE/COUNTY-  SD/DEUEL
 AD8878  COUNTRY     -  US
 AD8878  USGS QUAD   -  CLEAR LAKE NE (2017)
 AD8878
 AD8878                         *CURRENT SURVEY CONTROL
 AD8878  ______________________________________________________________________
 AD8878* NAD 83(1986) POSITION- 44 56 00.     (N) 096 34 04.     (W)   SCALED
 AD8878* NAVD 88 ORTHO HEIGHT -   435.758 (meters)     1429.65  (feet) ADJUSTED
 AD8878  ______________________________________________________________________
 AD8878  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 AD8878  DYNAMIC HEIGHT  -        435.709 (meters)     1429.49  (feet) COMP
 AD8878  MODELED GRAVITY -    980,491.0   (mgal)                       NAVD 88
 AD8878
 AD8878  VERT ORDER      -  FIRST     CLASS II
 AD8878
 AD8878.The horizontal coordinates were scaled from a map and have
 AD8878.an estimated accuracy of +/- 6 seconds.
 AD8878
 AD8878.The orthometric height was determined by differential leveling and
 AD8878.adjusted by the NATIONAL GEODETIC SURVEY
 AD8878.in July 1998.
 AD8878
 AD8878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8878.GEOID18 height accuracy estimate available here.
 AD8878
 AD8878.Click photographs - Photos may exist for this station.
 AD8878
 AD8878.The dynamic height is computed by dividing the NAVD 88
 AD8878.geopotential number by the normal gravity value computed on the
 AD8878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8878.degrees latitude (g = 980.6199 gals.).
 AD8878
 AD8878.The modeled gravity was interpolated from observed gravity values.
 AD8878
 AD8878;                    North         East    Units  Estimated Accuracy
 AD8878;SPC SD N     -   127,980.      870,840.      MT  (+/- 180 meters Scaled)
 AD8878
 AD8878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ919784(NAD 83)
 AD8878
 AD8878                          SUPERSEDED SURVEY CONTROL
 AD8878
 AD8878.No superseded survey control is available for this station.
 AD8878
 AD8878_MARKER: DB = BENCH MARK DISK
 AD8878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8878_STAMPING: 212 406.34 1973 1428.65
 AD8878_MARK LOGO: SDDT
 AD8878_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8878+STABILITY: SURFACE MOTION
 AD8878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8878+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8878
 AD8878  HISTORY     - Date     Condition        Report By
 AD8878  HISTORY     - 1973     MONUMENTED       SDDT
 AD8878  HISTORY     - 19950919 GOOD             NGS
 AD8878
 AD8878                          STATION DESCRIPTION
 AD8878
 AD8878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8878'42.6 KM (26.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8878'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 547.0 M (1794.6 FT) EAST OF
 AD8878'MILEPOST 406, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M
 AD8878'(29.5 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3
 AD8878'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AD8878'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD8878'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8877 ***********************************************************************
 AD8877  DESIGNATION -  212 407.34
 AD8877  PID         -  AD8877
 AD8877  STATE/COUNTY-  SD/DEUEL
 AD8877  COUNTRY     -  US
 AD8877  USGS QUAD   -  CLEAR LAKE NE (2017)
 AD8877
 AD8877                         *CURRENT SURVEY CONTROL
 AD8877  ______________________________________________________________________
 AD8877* NAD 83(1986) POSITION- 44 56 03.     (N) 096 32 53.     (W)   SCALED
 AD8877* NAVD 88 ORTHO HEIGHT -   416.501 (meters)     1366.47  (feet) ADJUSTED
 AD8877  ______________________________________________________________________
 AD8877  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 AD8877  DYNAMIC HEIGHT  -        416.455 (meters)     1366.32  (feet) COMP
 AD8877  MODELED GRAVITY -    980,494.3   (mgal)                       NAVD 88
 AD8877
 AD8877  VERT ORDER      -  FIRST     CLASS II
 AD8877
 AD8877.The horizontal coordinates were scaled from a map and have
 AD8877.an estimated accuracy of +/- 6 seconds.
 AD8877
 AD8877.The orthometric height was determined by differential leveling and
 AD8877.adjusted by the NATIONAL GEODETIC SURVEY
 AD8877.in July 1998.
 AD8877
 AD8877.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8877.GEOID18 height accuracy estimate available here.
 AD8877
 AD8877.Click photographs - Photos may exist for this station.
 AD8877
 AD8877.The dynamic height is computed by dividing the NAVD 88
 AD8877.geopotential number by the normal gravity value computed on the
 AD8877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8877.degrees latitude (g = 980.6199 gals.).
 AD8877
 AD8877.The modeled gravity was interpolated from observed gravity values.
 AD8877
 AD8877;                    North         East    Units  Estimated Accuracy
 AD8877;SPC SD N     -   128,140.      872,390.      MT  (+/- 180 meters Scaled)
 AD8877
 AD8877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ934785(NAD 83)
 AD8877
 AD8877                          SUPERSEDED SURVEY CONTROL
 AD8877
 AD8877.No superseded survey control is available for this station.
 AD8877
 AD8877_MARKER: DB = BENCH MARK DISK
 AD8877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8877_STAMPING: 212-407.34 1973 1365.50
 AD8877_MARK LOGO: SDDT
 AD8877_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8877+STABILITY: SURFACE MOTION
 AD8877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8877+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8877
 AD8877  HISTORY     - Date     Condition        Report By
 AD8877  HISTORY     - 1973     MONUMENTED       SDDT
 AD8877  HISTORY     - 19950919 GOOD             NGS
 AD8877
 AD8877                          STATION DESCRIPTION
 AD8877
 AD8877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8877'44.3 KM (27.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8877'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 546.0 M (1791.3 FT) EAST OF
 AD8877'MILEPOST 407, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.8 M
 AD8877'(12.5 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3
 AD8877'FT) SOUTH OF A T-FENCE CORNER, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST
 AD8877'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8876 ***********************************************************************
 AD8876  DESIGNATION -  212 408.35
 AD8876  PID         -  AD8876
 AD8876  STATE/COUNTY-  SD/DEUEL
 AD8876  COUNTRY     -  US
 AD8876  USGS QUAD   -  CLEAR LAKE NE (2017)
 AD8876
 AD8876                         *CURRENT SURVEY CONTROL
 AD8876  ______________________________________________________________________
 AD8876* NAD 83(1986) POSITION- 44 56 01.     (N) 096 31 37.     (W)   SCALED
 AD8876* NAVD 88 ORTHO HEIGHT -   396.590 (meters)     1301.15  (feet) ADJUSTED
 AD8876  ______________________________________________________________________
 AD8876  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 AD8876  DYNAMIC HEIGHT  -        396.547 (meters)     1301.00  (feet) COMP
 AD8876  MODELED GRAVITY -    980,497.4   (mgal)                       NAVD 88
 AD8876
 AD8876  VERT ORDER      -  FIRST     CLASS II
 AD8876
 AD8876.The horizontal coordinates were scaled from a map and have
 AD8876.an estimated accuracy of +/- 6 seconds.
 AD8876
 AD8876.The orthometric height was determined by differential leveling and
 AD8876.adjusted by the NATIONAL GEODETIC SURVEY
 AD8876.in July 1998.
 AD8876
 AD8876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8876.GEOID18 height accuracy estimate available here.
 AD8876
 AD8876.Click photographs - Photos may exist for this station.
 AD8876
 AD8876.The dynamic height is computed by dividing the NAVD 88
 AD8876.geopotential number by the normal gravity value computed on the
 AD8876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8876.degrees latitude (g = 980.6199 gals.).
 AD8876
 AD8876.The modeled gravity was interpolated from observed gravity values.
 AD8876
 AD8876;                    North         East    Units  Estimated Accuracy
 AD8876;SPC SD N     -   128,150.      874,060.      MT  (+/- 180 meters Scaled)
 AD8876
 AD8876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ951785(NAD 83)
 AD8876
 AD8876                          SUPERSEDED SURVEY CONTROL
 AD8876
 AD8876.No superseded survey control is available for this station.
 AD8876
 AD8876_MARKER: DB = BENCH MARK DISK
 AD8876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8876_STAMPING: 212-408.35 1973 1300.19
 AD8876_MARK LOGO: SDDT
 AD8876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8876+STABILITY: SURFACE MOTION
 AD8876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8876+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8876
 AD8876  HISTORY     - Date     Condition        Report By
 AD8876  HISTORY     - 1973     MONUMENTED       SDDT
 AD8876  HISTORY     - 19950919 GOOD             NGS
 AD8876
 AD8876                          STATION DESCRIPTION
 AD8876
 AD8876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8876'45.9 KM (28.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8876'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 549.0 M (1801.2 FT) EAST OF
 AD8876'MILEPOST 408, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.5 M
 AD8876'(24.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.2 M (3.9
 AD8876'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A
 AD8876'T-FENCE CORNER, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 AD8876'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8875 ***********************************************************************
 AD8875  DESIGNATION -  212 409.34
 AD8875  PID         -  AD8875
 AD8875  STATE/COUNTY-  SD/DEUEL
 AD8875  COUNTRY     -  US
 AD8875  USGS QUAD   -  CLEAR LAKE NE (2017)
 AD8875
 AD8875                         *CURRENT SURVEY CONTROL
 AD8875  ______________________________________________________________________
 AD8875* NAD 83(1986) POSITION- 44 56 01.     (N) 096 30 23.     (W)   SCALED
 AD8875* NAVD 88 ORTHO HEIGHT -   376.351 (meters)     1234.74  (feet) ADJUSTED
 AD8875  ______________________________________________________________________
 AD8875  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 AD8875  DYNAMIC HEIGHT  -        376.312 (meters)     1234.62  (feet) COMP
 AD8875  MODELED GRAVITY -    980,500.1   (mgal)                       NAVD 88
 AD8875
 AD8875  VERT ORDER      -  FIRST     CLASS II
 AD8875
 AD8875.The horizontal coordinates were scaled from a map and have
 AD8875.an estimated accuracy of +/- 6 seconds.
 AD8875
 AD8875.The orthometric height was determined by differential leveling and
 AD8875.adjusted by the NATIONAL GEODETIC SURVEY
 AD8875.in July 1998.
 AD8875
 AD8875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8875.GEOID18 height accuracy estimate available here.
 AD8875
 AD8875.Click photographs - Photos may exist for this station.
 AD8875
 AD8875.The dynamic height is computed by dividing the NAVD 88
 AD8875.geopotential number by the normal gravity value computed on the
 AD8875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8875.degrees latitude (g = 980.6199 gals.).
 AD8875
 AD8875.The modeled gravity was interpolated from observed gravity values.
 AD8875
 AD8875;                    North         East    Units  Estimated Accuracy
 AD8875;SPC SD N     -   128,210.      875,680.      MT  (+/- 180 meters Scaled)
 AD8875
 AD8875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ967786(NAD 83)
 AD8875
 AD8875                          SUPERSEDED SURVEY CONTROL
 AD8875
 AD8875.No superseded survey control is available for this station.
 AD8875
 AD8875_MARKER: DB = BENCH MARK DISK
 AD8875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8875_STAMPING: 212-409.34 1973 1233.77
 AD8875_MARK LOGO: SDDT
 AD8875_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8875+STABILITY: SURFACE MOTION
 AD8875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8875+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 AD8875
 AD8875  HISTORY     - Date     Condition        Report By
 AD8875  HISTORY     - 1973     MONUMENTED       SDDT
 AD8875  HISTORY     - 19950919 GOOD             NGS
 AD8875
 AD8875                          STATION DESCRIPTION
 AD8875
 AD8875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8875'47.5 KM (29.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8875'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 530.0 M (1738.8 FT) EAST OF
 AD8875'MILEPOST 409, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.3 M
 AD8875'(14.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0
 AD8875'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A T-FENCE
 AD8875'CORNER, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 AD8875'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0178 ***********************************************************************
 PR0178  DESIGNATION -  22 A
 PR0178  PID         -  PR0178
 PR0178  STATE/COUNTY-  SD/BROOKINGS
 PR0178  COUNTRY     -  US
 PR0178  USGS QUAD   -  FLANDREAU NE (2017)
 PR0178
 PR0178                         *CURRENT SURVEY CONTROL
 PR0178  ______________________________________________________________________
 PR0178* NAD 83(1986) POSITION- 44 12 50.     (N) 096 35 16.     (W)   SCALED
 PR0178* NAVD 88 ORTHO HEIGHT -   522.715 (meters)     1714.94  (feet) ADJUSTED
 PR0178  ______________________________________________________________________
 PR0178  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 PR0178  DYNAMIC HEIGHT  -        522.603 (meters)     1714.57  (feet) COMP
 PR0178  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 PR0178
 PR0178  VERT ORDER      -  SECOND    CLASS 0
 PR0178
 PR0178.The horizontal coordinates were scaled from a map and have
 PR0178.an estimated accuracy of +/- 6 seconds.
 PR0178
 PR0178.The orthometric height was determined by differential leveling and
 PR0178.adjusted by the NATIONAL GEODETIC SURVEY
 PR0178.in June 1991.
 PR0178
 PR0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0178.GEOID18 height accuracy estimate available here.
 PR0178
 PR0178.Click photographs - Photos may exist for this station.
 PR0178
 PR0178.The dynamic height is computed by dividing the NAVD 88
 PR0178.geopotential number by the normal gravity value computed on the
 PR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0178.degrees latitude (g = 980.6199 gals.).
 PR0178
 PR0178.The modeled gravity was interpolated from observed gravity values.
 PR0178
 PR0178;                    North         East    Units  Estimated Accuracy
 PR0178;SPC SD N     -    48,040.      872,630.      MT  (+/- 180 meters Scaled)
 PR0178
 PR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP927984(NAD 83)
 PR0178
 PR0178                          SUPERSEDED SURVEY CONTROL
 PR0178
 PR0178  NGVD 29 (??/??/92)  522.447  (m)         1714.06   (f) ADJ UNCH    2 0
 PR0178
 PR0178.Superseded values are not recommended for survey control.
 PR0178
 PR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0178.See file dsdata.pdf to determine how the superseded data were derived.
 PR0178
 PR0178_MARKER: DD = SURVEY DISK
 PR0178_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0178_STAMPING: 22 A
 PR0178_MARK LOGO: CGS+SS
 PR0178_PROJECTION: FLUSH
 PR0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0178
 PR0178  HISTORY     - Date     Condition        Report By
 PR0178  HISTORY     - 1934     MONUMENTED       SDGS
 PR0178  HISTORY     - 1962     GOOD             CGS
 PR0178
 PR0178                          STATION DESCRIPTION
 PR0178
 PR0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0178'6.6 MI SW FROM ELKTON.
 PR0178'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO,
 PR0178'ROCK ISLAND AND PACIFIC RAILWAY STATION AT ELKTON, BROOKINGS
 PR0178'COUNTY, ABOUT 0.1 MILE WEST OF THE HIGHWAY, AT THE SOUTHWEST
 PR0178'CORNER OF A GROVE, 8.5 FEET WEST OF A CORNER COTTONWOOD TREE,
 PR0178'AND IN THE SOUTHEAST 1/4 OF SECTION 28, T. 109 N., R. 48 W.
 PR0178'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 PR0178'ABOUT FLUSH WITH THE GROUND.  NOTE-- THE COTTONWOOD TREE, GIVEN
 PR0178'AS A REFERENCE, IS GONE AND IT WAS DIFFICULT TO DETERMINE THE
 PR0178'LOCATION OF THE MARK.  THE LAND OWNER REPORTED THAT HE THOUGHT
 PR0178'THE MARK WAS STILL IN PLACE BUT WAS BELOW THE SURFACE OF THE
 PR0178'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0895 ***********************************************************************
 OT0895  DESIGNATION -  22 SJS
 OT0895  PID         -  OT0895
 OT0895  STATE/COUNTY-  SD/BENNETT
 OT0895  COUNTRY     -  US
 OT0895  USGS QUAD   -  BATESLAND (2017)
 OT0895
 OT0895                         *CURRENT SURVEY CONTROL
 OT0895  ______________________________________________________________________
 OT0895* NAD 83(1986) POSITION- 43 08 38.     (N) 102 01 47.     (W)   SCALED
 OT0895* NAVD 88 ORTHO HEIGHT -  1025.406 (meters)     3364.19  (feet) ADJUSTED
 OT0895  ______________________________________________________________________
 OT0895  GEOID HEIGHT    -        -19.052 (meters)                     GEOID18
 OT0895  DYNAMIC HEIGHT  -       1024.960 (meters)     3362.72  (feet) COMP
 OT0895  MODELED GRAVITY -    980,149.3   (mgal)                       NAVD 88
 OT0895
 OT0895  VERT ORDER      -  FIRST     CLASS II
 OT0895
 OT0895.The horizontal coordinates were scaled from a map and have
 OT0895.an estimated accuracy of +/- 6 seconds.
 OT0895
 OT0895.The orthometric height was determined by differential leveling and
 OT0895.adjusted by the NATIONAL GEODETIC SURVEY
 OT0895.in June 1994.
 OT0895
 OT0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0895.GEOID18 height accuracy estimate available here.
 OT0895
 OT0895.Click photographs - Photos may exist for this station.
 OT0895
 OT0895.The dynamic height is computed by dividing the NAVD 88
 OT0895.geopotential number by the normal gravity value computed on the
 OT0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0895.degrees latitude (g = 980.6199 gals.).
 OT0895
 OT0895.The modeled gravity was interpolated from observed gravity values.
 OT0895
 OT0895;                    North         East    Units  Estimated Accuracy
 OT0895;SPC SD S     -    91,460.      462,020.      MT  (+/- 180 meters Scaled)
 OT0895
 OT0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH415810(NAD 83)
 OT0895
 OT0895                          SUPERSEDED SURVEY CONTROL
 OT0895
 OT0895.No superseded survey control is available for this station.
 OT0895
 OT0895_MARKER: DD = SURVEY DISK
 OT0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0895_STAMPING: 22 SJS 1975
 OT0895_MARK LOGO: USGS
 OT0895_PROJECTION: RECESSED 40 CENTIMETERS
 OT0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0895+STABILITY: SURFACE MOTION
 OT0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0895+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 OT0895
 OT0895  HISTORY     - Date     Condition        Report By
 OT0895  HISTORY     - 1975     MONUMENTED       USGS
 OT0895  HISTORY     - 19930929 GOOD             NGS
 OT0895  HISTORY     - 20121130 GOOD             INDIV
 OT0895
 OT0895                          STATION DESCRIPTION
 OT0895
 OT0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0895'25.3 KM (15.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0895'OF STATE HIGHWAY 73 IN MARTIN, 1.0 KM (0.60 MI) SOUTHWEST OF MILEPOST
 OT0895'134, 41.6 M (136.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.3 M
 OT0895'(43.6 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING SOUTH, 3.1
 OT0895'M (10.2 FT) SOUTHWEST OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE
 OT0895'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND
 OT0895'THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
 OT0895
 OT0895                          STATION RECOVERY (2012)
 OT0895
 OT0895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0223 ***********************************************************************
 QS0223  DESIGNATION -  224 2
 QS0223  PID         -  QS0223
 QS0223  STATE/COUNTY-  SD/POTTER
 QS0223  COUNTRY     -  US
 QS0223  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0223
 QS0223                         *CURRENT SURVEY CONTROL
 QS0223  ______________________________________________________________________
 QS0223* NAD 83(1986) POSITION- 45 01 56.     (N) 100 15 50.     (W)   SCALED
 QS0223* NAVD 88 ORTHO HEIGHT -   463.362 (meters)     1520.21  (feet) ADJUSTED
 QS0223  ______________________________________________________________________
 QS0223  GEOID HEIGHT    -        -22.455 (meters)                     GEOID18
 QS0223  DYNAMIC HEIGHT  -        463.296 (meters)     1520.00  (feet) COMP
 QS0223  MODELED GRAVITY -    980,461.6   (mgal)                       NAVD 88
 QS0223
 QS0223  VERT ORDER      -  SECOND    CLASS 0
 QS0223
 QS0223.The horizontal coordinates were scaled from a map and have
 QS0223.an estimated accuracy of +/- 6 seconds.
 QS0223
 QS0223.The orthometric height was determined by differential leveling and
 QS0223.adjusted by the NATIONAL GEODETIC SURVEY
 QS0223.in June 1991.
 QS0223
 QS0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0223.GEOID18 height accuracy estimate available here.
 QS0223
 QS0223.Click photographs - Photos may exist for this station.
 QS0223
 QS0223.The dynamic height is computed by dividing the NAVD 88
 QS0223.geopotential number by the normal gravity value computed on the
 QS0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0223.degrees latitude (g = 980.6199 gals.).
 QS0223
 QS0223.The modeled gravity was interpolated from observed gravity values.
 QS0223
 QS0223;                    North         East    Units  Estimated Accuracy
 QS0223;SPC SD N     -   133,260.      579,210.      MT  (+/- 180 meters Scaled)
 QS0223
 QS0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ004873(NAD 83)
 QS0223
 QS0223                          SUPERSEDED SURVEY CONTROL
 QS0223
 QS0223  NGVD 29 (??/??/92)  462.993  (m)         1519.00   (f) ADJ UNCH    2 0
 QS0223
 QS0223.Superseded values are not recommended for survey control.
 QS0223
 QS0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0223.See file dsdata.pdf to determine how the superseded data were derived.
 QS0223
 QS0223_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QS0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0223_MARK LOGO: MORC
 QS0223_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0223
 QS0223  HISTORY     - Date     Condition        Report By
 QS0223  HISTORY     - UNK      MONUMENTED       MORC
 QS0223  HISTORY     - 1934     GOOD             CGS
 QS0223  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0223
 QS0223                          STATION DESCRIPTION
 QS0223
 QS0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0223'1.6 MI SE FROM WHITLOCKS CROSSING.
 QS0223'1.6 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 212 FROM THE MISSOURI
 QS0223'RIVER BRIDGE AT WHITLOCKS CROSSING, POTTER COUNTY, IN A FLAT
 QS0223'MEADOW, AND ABOUT 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 QS0223'THE TOP OF A FLAT STONE, MARKED BY THE CHISELED LETTERS USBM
 QS0223'AND SET ABOUT 3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QS0223'THROUGH A 4-INCH IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 QS0223'STANDARD CAP.
 QS0223
 QS0223                          STATION RECOVERY (1945)
 QS0223
 QS0223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0272 ***********************************************************************
 OR0272  DESIGNATION -  234
 OR0272  PID         -  OR0272
 OR0272  STATE/COUNTY-  SD/CHARLES MIX
 OR0272  COUNTRY     -  US
 OR0272  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0272
 OR0272                         *CURRENT SURVEY CONTROL
 OR0272  ______________________________________________________________________
 OR0272* NAD 83(1986) POSITION- 43 03 50.     (N) 098 33 24.     (W)   SCALED
 OR0272* NAVD 88 ORTHO HEIGHT -   391.226 (meters)     1283.55  (feet) ADJUSTED
 OR0272  ______________________________________________________________________
 OR0272  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 OR0272  DYNAMIC HEIGHT  -        391.095 (meters)     1283.12  (feet) COMP
 OR0272  MODELED GRAVITY -    980,275.1   (mgal)                       NAVD 88
 OR0272
 OR0272  VERT ORDER      -  FIRST     CLASS II
 OR0272
 OR0272.The horizontal coordinates were scaled from a map and have
 OR0272.an estimated accuracy of +/- 6 seconds.
 OR0272
 OR0272.The orthometric height was determined by differential leveling and
 OR0272.adjusted by the NATIONAL GEODETIC SURVEY
 OR0272.in June 1991.
 OR0272
 OR0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0272.GEOID18 height accuracy estimate available here.
 OR0272
 OR0272.Click photographs - Photos may exist for this station.
 OR0272
 OR0272.The dynamic height is computed by dividing the NAVD 88
 OR0272.geopotential number by the normal gravity value computed on the
 OR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0272.degrees latitude (g = 980.6199 gals.).
 OR0272
 OR0272.The modeled gravity was interpolated from observed gravity values.
 OR0272
 OR0272;                    North         East    Units  Estimated Accuracy
 OR0272;SPC SD S     -    82,710.      744,700.      MT  (+/- 180 meters Scaled)
 OR0272
 OR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN360680(NAD 83)
 OR0272
 OR0272                          SUPERSEDED SURVEY CONTROL
 OR0272
 OR0272  NGVD 29 (??/??/92)  390.921  (m)         1282.55   (f) ADJ UNCH    1 2
 OR0272
 OR0272.Superseded values are not recommended for survey control.
 OR0272
 OR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0272.See file dsdata.pdf to determine how the superseded data were derived.
 OR0272
 OR0272_MARKER: DD = SURVEY DISK
 OR0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0272_MARK LOGO: USACE
 OR0272_PROJECTION: FLUSH
 OR0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0272+STABILITY: SURFACE MOTION
 OR0272
 OR0272  HISTORY     - Date     Condition        Report By
 OR0272  HISTORY     - UNK      MONUMENTED       USACE
 OR0272  HISTORY     - 1949     GOOD             CGS
 OR0272  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0272
 OR0272                          STATION DESCRIPTION
 OR0272
 OR0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0272'AT PICKSTOWN.
 OR0272'AT PICKSTOWN, ABOUT 0.4 MILE NORTHWEST OF THE NORTHWEST FACE OF
 OR0272'THE INLET WORKS OF THE DAM, AT A Y-JUNCTION OF ROADS, 80.0 FEET
 OR0272'NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD,
 OR0272'51.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 7.5
 OR0272'FEET NORTH OF THE MOST SOUTHERLY GUARD POST, 7.6 FEET EAST OF
 OR0272'THE MOST WESTERLY GUARD POST, 6.4 FEET SOUTH OF THE MOST NORTHERLY
 OR0272'GUARD POST, 5.7 FEET WEST OF THE MOST EASTERLY GUARD POST, AND
 OR0272'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0272'NOTE-- THE DEPTH OF THIS MARK IS NOT KNOWN.  AT THE COMPLETION OF
 OR0272'THE DAM THIS MARK WILL BE UNDER WATER.
 OR0272
 OR0272                          STATION RECOVERY (2013)
 OR0272
 OR0272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0176 ***********************************************************************
 PR0176  DESIGNATION -  24 A
 PR0176  PID         -  PR0176
 PR0176  STATE/COUNTY-  SD/MOODY
 PR0176  COUNTRY     -  US
 PR0176  USGS QUAD   -  FLANDREAU NE (2017)
 PR0176
 PR0176                         *CURRENT SURVEY CONTROL
 PR0176  ______________________________________________________________________
 PR0176* NAD 83(1996) POSITION- 44 11 21.32979(N) 096 35 15.00441(W)   ADJUSTED
 PR0176* NAVD 88 ORTHO HEIGHT -   540.679 (meters)     1773.88  (feet) ADJUSTED
 PR0176  ______________________________________________________________________
 PR0176  GEOID HEIGHT    -        -25.819 (meters)                     GEOID18
 PR0176  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 PR0176  DYNAMIC HEIGHT  -        540.561 (meters)     1773.49  (feet) COMP
 PR0176  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 PR0176
 PR0176  HORZ ORDER      -  SECOND
 PR0176  VERT ORDER      -  SECOND    CLASS 0
 PR0176
 PR0176.The horizontal coordinates were established by classical geodetic methods
 PR0176.and adjusted by the National Geodetic Survey in January 1998.
 PR0176
 PR0176.The orthometric height was determined by differential leveling and
 PR0176.adjusted by the NATIONAL GEODETIC SURVEY
 PR0176.in June 1991.
 PR0176
 PR0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0176.GEOID18 height accuracy estimate available here.
 PR0176
 PR0176.Click photographs - Photos may exist for this station.
 PR0176
 PR0176.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0176
 PR0176.The dynamic height is computed by dividing the NAVD 88
 PR0176.geopotential number by the normal gravity value computed on the
 PR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0176.degrees latitude (g = 980.6199 gals.).
 PR0176
 PR0176.The modeled gravity was interpolated from observed gravity values.
 PR0176
 PR0176. The following values were computed from the NAD 83(1996) position.
 PR0176
 PR0176;                    North         East     Units Scale Factor Converg.
 PR0176;SPC SD S     -   212,934.918   899,367.720   MT  0.99995649   +2 35 02.7
 PR0176;SPC SD S     -   698,603.98  2,950,675.59   sFT  0.99995649   +2 35 02.7
 PR0176;UTM  14      - 4,895,723.891   692,805.746   MT  1.00005721   +1 40 55.6
 PR0176
 PR0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0176!SPC SD S     -   0.99991928  x   0.99995649  =   0.99987577
 PR0176!UTM  14      -   0.99991928  x   1.00005721  =   0.99997648
 PR0176
 PR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9280595723(NAD 83)
 PR0176
 PR0176                          SUPERSEDED SURVEY CONTROL
 PR0176
 PR0176  NAD 83(1986)-  44 11 21.33011(N)    096 35 14.98426(W) AD(       ) 2
 PR0176  NAD 27      -  44 11 21.44300(N)    096 35 13.82000(W) AD(       ) 2
 PR0176  NGVD 29 (??/??/92)  540.408  (m)         1772.99   (f) ADJ UNCH    2 0
 PR0176  NGVD 29             540.41   (m)         1773.0    (f) LEVELING    3  
 PR0176
 PR0176.Superseded values are not recommended for survey control.
 PR0176
 PR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0176.See file dsdata.pdf to determine how the superseded data were derived.
 PR0176
 PR0176_MARKER: DD = SURVEY DISK
 PR0176_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0176_STAMPING: 24A
 PR0176_MARK LOGO: CGS+SS
 PR0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0176
 PR0176  HISTORY     - Date     Condition        Report By
 PR0176  HISTORY     - 1934     MONUMENTED       SDGS
 PR0176  HISTORY     - 1949     GOOD             CGS
 PR0176  HISTORY     - 1962     GOOD             CGS
 PR0176
 PR0176                          STATION DESCRIPTION
 PR0176
 PR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0176'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF THE TOWN
 PR0176'OF ELKTON AND ABOUT 300 FEET EAST OF STATE HIGHWAY 13.  IT IS
 PR0176'281 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 PR0176'NORTH OF THE FENCE.  THE MARK IS A BRONZE DISK SET IN A 6
 PR0176'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK
 PR0176'HAS NO OTHER STAMPING EXCEPT THE LEGEND U.S. COAST AND GEODETIC
 PR0176'AND STATE SURVEY.
 PR0176'
 PR0176'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MOODY
 PR0176'TO (S. DAK. GEOD. S.).  IT IS 74.221 METERS (243.51 FEET)
 PR0176'EAST OF THE STATION.
 PR0176'
 PR0176'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 PR0176'13 IN FLANDREAU, GO NORTH ON HIGHWAY 13 FOR 10.1 MILES TO A
 PR0176'T-FENCE CORNER ON THE RIGHT AND THE STATION ON THE RIGHT AS
 PR0176'DESCRIBED.
 PR0176
 PR0176                          STATION RECOVERY (1962)
 PR0176
 PR0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PR0176'10.9 MI N FROM FLANDREAU.
 PR0176'10.9 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COUNTY COURTHOUSE
 PR0176'AT FLANDREAU, MOODY COUNTY, ABOUT 0.5 MILE SOUTH OF THE COUNTY
 PR0176'LINE, ON THE TOP OF KNOLL, 282.7 FEET EAST OF THE HIGHWAY, IN
 PR0176'THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 3, SPRING
 PR0176'CREEK TWP., R. 48 W., AND ON THE LAND OWNED BY L. COLLITON
 PR0176'(MOODY COUNTY MAP OF JUNE 1, 1934).  A STATE SURVEY STANDARD DISK,
 PR0176'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 PR0176'THE GROUND.  NOTE-- 2 1/2 FEET NORTH OF AN EAST-WEST FENCE
 PR0176'(HALF-SECTION LINE).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0571 ***********************************************************************
 PU0571  DESIGNATION -  24 RM
 PU0571  PID         -  PU0571
 PU0571  STATE/COUNTY-  SD/PENNINGTON
 PU0571  COUNTRY     -  US
 PU0571  USGS QUAD   -  PEDRO SE (2017)
 PU0571
 PU0571                         *CURRENT SURVEY CONTROL
 PU0571  ______________________________________________________________________
 PU0571* NAD 83(1996) POSITION- 44 15 13.46450(N) 102 02 19.13840(W)   ADJUSTED
 PU0571* NAVD 88 ORTHO HEIGHT -   851.569 (meters)     2793.86  (feet) ADJUSTED
 PU0571  ______________________________________________________________________
 PU0571  GEOID HEIGHT    -        -19.779 (meters)                     GEOID18
 PU0571  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 PU0571  DYNAMIC HEIGHT  -        851.326 (meters)     2793.06  (feet) COMP
 PU0571  MODELED GRAVITY -    980,304.3   (mgal)                       NAVD 88
 PU0571
 PU0571  HORZ ORDER      -  SECOND
 PU0571  VERT ORDER      -  SECOND    CLASS 0
 PU0571
 PU0571.The horizontal coordinates were established by classical geodetic methods
 PU0571.and adjusted by the National Geodetic Survey in January 1998.
 PU0571
 PU0571.The orthometric height was determined by differential leveling and
 PU0571.adjusted by the NATIONAL GEODETIC SURVEY
 PU0571.in June 1991.
 PU0571
 PU0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0571.GEOID18 height accuracy estimate available here.
 PU0571
 PU0571.Click photographs - Photos may exist for this station.
 PU0571
 PU0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0571
 PU0571.The dynamic height is computed by dividing the NAVD 88
 PU0571.geopotential number by the normal gravity value computed on the
 PU0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0571.degrees latitude (g = 980.6199 gals.).
 PU0571
 PU0571.The modeled gravity was interpolated from observed gravity values.
 PU0571
 PU0571. The following values were computed from the NAD 83(1996) position.
 PU0571
 PU0571;                    North         East     Units Scale Factor Converg.
 PU0571;SPC SD S     -   214,745.769   463,821.218   MT  0.99996835   -1 10 35.1
 PU0571;SPC SD S     -   704,545.08  1,521,720.11   sFT  0.99996835   -1 10 35.1
 PU0571;UTM  13      - 4,904,321.215   736,412.336   MT  1.00028742   +2 04 03.0
 PU0571;UTM  14      - 4,904,546.908   257,416.520   MT  1.00032378   -2 07 17.4
 PU0571
 PU0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0571!SPC SD S     -   0.99986959  x   0.99996835  =   0.99983795
 PU0571!UTM  13      -   0.99986959  x   1.00028742  =   1.00015697
 PU0571!UTM  14      -   0.99986959  x   1.00032378  =   1.00019333
 PU0571
 PU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3641204321(NAD 83)
 PU0571
 PU0571                          SUPERSEDED SURVEY CONTROL
 PU0571
 PU0571  NAD 83(1986)-  44 15 13.45687(N)    102 02 19.14015(W) AD(       ) 2
 PU0571  NAD 27      -  44 15 13.50930(N)    102 02 17.59280(W) AD(       ) 2
 PU0571  NGVD 29 (??/??/92)  851.107  (m)         2792.34   (f) ADJ UNCH    2 0
 PU0571  NGVD 29             851.11   (m)         2792.4    (f) LEVELING    3  
 PU0571
 PU0571.Superseded values are not recommended for survey control.
 PU0571
 PU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0571.See file dsdata.pdf to determine how the superseded data were derived.
 PU0571
 PU0571_MARKER: DD = SURVEY DISK
 PU0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0571_STAMPING: 24 RM 1950
 PU0571_MARK LOGO: USGS
 PU0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0571+STABILITY: SURFACE MOTION
 PU0571
 PU0571  HISTORY     - Date     Condition        Report By
 PU0571  HISTORY     - 1950     MONUMENTED       USGS
 PU0571  HISTORY     - 1961     GOOD             USGS
 PU0571  HISTORY     - 1962     GOOD             CGS
 PU0571
 PU0571                          STATION DESCRIPTION
 PU0571
 PU0571'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 PU0571'STATION MIXES IS ABOUT 18 MILES NORTH OF QUINN, 3 1.4 MILES SOUTH
 PU0571'OF THE PLEASANT VIEW SCHOOL, ON THE RANCH PROPERTY OF MR. MARION
 PU0571'RENNER, ON THE EAST SIDE OF A NORTH-SOUTH GRAVELED ROAD, AT A
 PU0571'POINT WHERE THE ROAD BEGINS A SHARP DESCENT TO THE SOUTH.
 PU0571'
 PU0571'TO REACH THE STATION FROM THE POST OFFICE IN QUINN, DRIVE NORTH
 PU0571'ON THE MACADAM, THENCE GRAVELED, SURFACED ROAD FOR 13.7 MILES
 PU0571'TO A T-ROAD INTERSECTION.  KEEP RIGHT WITH THE GRAVELED ROAD
 PU0571'AND DRIVE EAST FOR 1.4 MILES TO A CROSSROAD.  TURN LEFT AND
 PU0571'CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 6.8 MILES TO A HIGH
 PU0571'SUMMIT AND A CATTLEGUARD.  CROSS THE CATTLE-GUARD, TURN SHARP
 PU0571'RIGHT, PASS THROUGH A GATE ON THE NORTH SIDE OF A NORTHWEST
 PU0571'FENCE CORNER, THENCE DRIVE SOUTH FOR 0.05 MILE TO STATION MIXES.
 PU0571'
 PU0571'THE BENCH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 PU0571'STAMPED 24 RM 1950.  THE DISK IS SET IN THE TOP OF A CYLINDRICAL
 PU0571'CONCRETE MONUMENT, 8 INCHES IN DIAMETER, PROJECTING 4 INCHES
 PU0571'ABOVE THE SURFACE OF THE GROUND.  IT IS 11.0 FEET EAST OF THE
 PU0571'EAST RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS
 PU0571'STATION MIXES.
 PU0571
 PU0571                          STATION RECOVERY (1962)
 PU0571
 PU0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0571'15.3 MI SW FROM HILLAND.
 PU0571'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0571'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0571'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0571'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0571'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0571'THENCE 4.1 MILES SOUTH ALONG A GRAVELED ROAD, AT THE CREST OF
 PU0571'A HILL, ON THE INSIDE OF A CURVE, 19.0 FEET WEST OF MIXES 1961,
 PU0571'46 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET EAST OF A
 PU0571'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1066 ***********************************************************************
 OS1066  DESIGNATION -  24 SJS
 OS1066  PID         -  OS1066
 OS1066  STATE/COUNTY-  SD/BENNETT
 OS1066  COUNTRY     -  US
 OS1066  USGS QUAD   -  SWETT (2017)
 OS1066
 OS1066                         *CURRENT SURVEY CONTROL
 OS1066  ______________________________________________________________________
 OS1066* NAD 83(1986) POSITION- 43 10 21.     (N) 101 56 59.     (W)   SCALED
 OS1066* NAVD 88 ORTHO HEIGHT -  1017.688 (meters)     3338.86  (feet) ADJUSTED
 OS1066  ______________________________________________________________________
 OS1066  GEOID HEIGHT    -        -19.241 (meters)                     GEOID18
 OS1066  DYNAMIC HEIGHT  -       1017.248 (meters)     3337.42  (feet) COMP
 OS1066  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 OS1066
 OS1066  VERT ORDER      -  FIRST     CLASS II
 OS1066
 OS1066.The horizontal coordinates were scaled from a map and have
 OS1066.an estimated accuracy of +/- 6 seconds.
 OS1066
 OS1066.The orthometric height was determined by differential leveling and
 OS1066.adjusted by the NATIONAL GEODETIC SURVEY
 OS1066.in June 1994.
 OS1066
 OS1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1066.GEOID18 height accuracy estimate available here.
 OS1066
 OS1066.Click photographs - Photos may exist for this station.
 OS1066
 OS1066.The dynamic height is computed by dividing the NAVD 88
 OS1066.geopotential number by the normal gravity value computed on the
 OS1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1066.degrees latitude (g = 980.6199 gals.).
 OS1066
 OS1066.The modeled gravity was interpolated from observed gravity values.
 OS1066
 OS1066;                    North         East    Units  Estimated Accuracy
 OS1066;SPC SD S     -    94,500.      468,580.      MT  (+/- 180 meters Scaled)
 OS1066
 OS1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN602841(NAD 83)
 OS1066
 OS1066                          SUPERSEDED SURVEY CONTROL
 OS1066
 OS1066.No superseded survey control is available for this station.
 OS1066
 OS1066_MARKER: DD = SURVEY DISK
 OS1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1066_STAMPING: 24 SJS 1975
 OS1066_MARK LOGO: USGS
 OS1066_PROJECTION: FLUSH
 OS1066_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1066+STABILITY: SURFACE MOTION
 OS1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1066+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2012
 OS1066
 OS1066  HISTORY     - Date     Condition        Report By
 OS1066  HISTORY     - 1975     MONUMENTED       USGS
 OS1066  HISTORY     - 19930929 GOOD             NGS
 OS1066  HISTORY     - 20121130 GOOD             INDIV
 OS1066
 OS1066                          STATION DESCRIPTION
 OS1066
 OS1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1066'17.9 KM (11.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1066'OF STATE HIGHWAY 73 IN MARTIN, IN THE SMALL COMMUNITY OF SWEET, 154.0
 OS1066'M (505.2 FT) WEST OF MILEPOST 138, 24.3 M (79.7 FT) SOUTH OF THE
 OS1066'HIGHWAY CENTERLINE, 9.7 M (31.8 FT) EAST OF THE CENTER OF A DIRT ROAD
 OS1066'LEADING SOUTH, 0.5 M (1.6 FT) SOUTHWEST OF A UTILITY POLE, 0.3 M (1.0
 OS1066'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OS1066'GROUND SURFACE.
 OS1066
 OS1066                          STATION RECOVERY (2012)
 OS1066
 OS1066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0271 ***********************************************************************
 OR0271  DESIGNATION -  243
 OR0271  PID         -  OR0271
 OR0271  STATE/COUNTY-  SD/CHARLES MIX
 OR0271  COUNTRY     -  US
 OR0271  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0271
 OR0271                         *CURRENT SURVEY CONTROL
 OR0271  ______________________________________________________________________
 OR0271* NAD 83(1986) POSITION- 43 03 59.     (N) 098 33 16.     (W)   SCALED
 OR0271* NAVD 88 ORTHO HEIGHT -   374.586 (meters)     1228.95  (feet) ADJUSTED
 OR0271  ______________________________________________________________________
 OR0271  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 OR0271  DYNAMIC HEIGHT  -        374.461 (meters)     1228.54  (feet) COMP
 OR0271  MODELED GRAVITY -    980,275.8   (mgal)                       NAVD 88
 OR0271
 OR0271  VERT ORDER      -  FIRST     CLASS II
 OR0271
 OR0271.The horizontal coordinates were scaled from a map and have
 OR0271.an estimated accuracy of +/- 6 seconds.
 OR0271
 OR0271.The orthometric height was determined by differential leveling and
 OR0271.adjusted by the NATIONAL GEODETIC SURVEY
 OR0271.in June 1991.
 OR0271
 OR0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0271.GEOID18 height accuracy estimate available here.
 OR0271
 OR0271.Click photographs - Photos may exist for this station.
 OR0271
 OR0271.The dynamic height is computed by dividing the NAVD 88
 OR0271.geopotential number by the normal gravity value computed on the
 OR0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0271.degrees latitude (g = 980.6199 gals.).
 OR0271
 OR0271.The modeled gravity was interpolated from observed gravity values.
 OR0271
 OR0271;                    North         East    Units  Estimated Accuracy
 OR0271;SPC SD S     -    82,990.      744,880.      MT  (+/- 180 meters Scaled)
 OR0271
 OR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN362682(NAD 83)
 OR0271
 OR0271                          SUPERSEDED SURVEY CONTROL
 OR0271
 OR0271  NGVD 29 (??/??/92)  374.282  (m)         1227.96   (f) ADJ UNCH    1 2
 OR0271
 OR0271.Superseded values are not recommended for survey control.
 OR0271
 OR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0271.See file dsdata.pdf to determine how the superseded data were derived.
 OR0271
 OR0271_MARKER: DD = SURVEY DISK
 OR0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0271_MARK LOGO: USACE
 OR0271_PROJECTION: FLUSH
 OR0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0271+STABILITY: SURFACE MOTION
 OR0271
 OR0271  HISTORY     - Date     Condition        Report By
 OR0271  HISTORY     - UNK      MONUMENTED       USACE
 OR0271  HISTORY     - 1949     GOOD             CGS
 OR0271  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0271
 OR0271                          STATION DESCRIPTION
 OR0271
 OR0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0271'AT PICKSTOWN.
 OR0271'AT PICKSTOWN, ABOUT 250.0 FEET NORTHWEST OF THE NORTHWEST FACE
 OR0271'OF THE VERTICAL STONE WALL AT THE INLET WORKS, ON RANGE 811,
 OR0271'A BRASS PLUG SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 OR0271'THE GROUND.  THE MARK IS SURROUNDED BY A CIRCULAR STEEL FRAME
 OR0271'PAINTED YELLOW AND BLACK AND PAINTED ON THE INSIDE OF THE FRAME
 OR0271'STA. 243-+-39.26 RG 811.  NOTE-- THIS MARK WILL BE DESTROYED AT
 OR0271'THE COMPLETION OF THE DAM.  THE DEPTH OF THE MARK IS UNKNOWN.
 OR0271
 OR0271                          STATION RECOVERY (2013)
 OR0271
 OR0271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0130 ***********************************************************************
 PT0130  DESIGNATION -  248 2 CAP
 PT0130  PID         -  PT0130
 PT0130  STATE/COUNTY-  SD/HUGHES
 PT0130  COUNTRY     -  US
 PT0130  USGS QUAD   -  PIERRE (2017)
 PT0130
 PT0130                         *CURRENT SURVEY CONTROL
 PT0130  ______________________________________________________________________
 PT0130* NAD 83(1986) POSITION- 44 22 09.     (N) 100 21 04.     (W)   SCALED
 PT0130* NAVD 88 ORTHO HEIGHT -   455.660 (meters)     1494.94  (feet) ADJUSTED
 PT0130  ______________________________________________________________________
 PT0130  GEOID HEIGHT    -        -23.445 (meters)                     GEOID18
 PT0130  DYNAMIC HEIGHT  -        455.572 (meters)     1494.66  (feet) COMP
 PT0130  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 PT0130
 PT0130  VERT ORDER      -  FIRST     CLASS II
 PT0130
 PT0130.The horizontal coordinates were scaled from a map and have
 PT0130.an estimated accuracy of +/- 6 seconds.
 PT0130
 PT0130.The orthometric height was determined by differential leveling and
 PT0130.adjusted by the NATIONAL GEODETIC SURVEY
 PT0130.in June 1991.
 PT0130
 PT0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0130.GEOID18 height accuracy estimate available here.
 PT0130
 PT0130.Click photographs - Photos may exist for this station.
 PT0130
 PT0130.The dynamic height is computed by dividing the NAVD 88
 PT0130.geopotential number by the normal gravity value computed on the
 PT0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0130.degrees latitude (g = 980.6199 gals.).
 PT0130
 PT0130.The modeled gravity was interpolated from observed gravity values.
 PT0130
 PT0130;                    North         East    Units  Estimated Accuracy
 PT0130;SPC SD S     -   226,170.      598,580.      MT  (+/- 180 meters Scaled)
 PT0130
 PT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ923137(NAD 83)
 PT0130
 PT0130                          SUPERSEDED SURVEY CONTROL
 PT0130
 PT0130  NGVD 29 (??/??/92)  455.289  (m)         1493.73   (f) ADJ UNCH    1 2
 PT0130
 PT0130.Superseded values are not recommended for survey control.
 PT0130
 PT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0130.See file dsdata.pdf to determine how the superseded data were derived.
 PT0130
 PT0130_MARKER: P = PIPE CAP
 PT0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0130_MARK LOGO: MORC
 PT0130_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0130+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1989
 PT0130
 PT0130  HISTORY     - Date     Condition        Report By
 PT0130  HISTORY     - UNK      MONUMENTED       MORC
 PT0130  HISTORY     - 1949     GOOD             CGS
 PT0130  HISTORY     - 1951     GOOD             CGS
 PT0130  HISTORY     - 19860930 GOOD             NGS
 PT0130  HISTORY     - 19890121 GOOD             NGS
 PT0130
 PT0130                          STATION DESCRIPTION
 PT0130
 PT0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0130'AT PIERRE.
 PT0130'AT PIERRE, ON THE COURTHOUSE YARD, 31 FEET SOUTHWEST OF THE
 PT0130'SOUTHWEST CORNER OF THE COURTHOUSE, 25 FEET EAST OF A SIDEWALK,
 PT0130'A MISSOURI RIVER COMMISSION IRON CAP ON THE TOP OF A 4 INCH IRON
 PT0130'PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 PT0130
 PT0130                          STATION RECOVERY (1951)
 PT0130
 PT0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0130'RECOVERED IN GOOD CONDITION.
 PT0130
 PT0130                          STATION RECOVERY (1986)
 PT0130
 PT0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0130'AT PIERRE, ON THE COURTHOUSE YARD, 9.45 M (31.0 FT) SOUTHWEST OF
 PT0130'THE SOUTHWEST CORNER OF THE COURTHOUSE, 7.62 M (25.0 FT) EAST OF A
 PT0130'SIDEWALK, A MISSOURI RIVER COMMISSION IRON CAP ON THE TOP OF A
 PT0130'4-INCH IRON PIPE, THAT PROJECTS 0.06 M (0.2 FT).
 PT0130
 PT0130                          STATION RECOVERY (1989)
 PT0130
 PT0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0130'STATION IS IN DOWNTOWN PIERRE, SD, AT HUGHES COUNTY COURTHOUSE, 9.45 M
 PT0130'(31.00 FT) WEST OF WEST CORNER OF COURTHOUSE, 7.6 M (24.9 FT)
 PT0130'SOUTHEAST OF A SIDEWALK, 4.5 M (14.8 FT) SOUTHWEST OF A SIDEWALK.
 PT0130'STATION IS A MISSOURI RIVER COMMISION IRON CAP ON TOP OF A 4 INCH
 PT0130'IRON PIPE.  THE CAP IS LOOSE AND ELEVATION IS NOT DEPENDABLE.  IN
 PT0130'LIEU OF EXISTENCE OF DESCRIPTION FOR STATION 248 2 CAP (ACRN=PT0130),
 PT0130'THIS SHOULD BE CONSIDERED AS THE VALID STATION DESIGNATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0131 ***********************************************************************
 PT0131  DESIGNATION -  248 2 STONE
 PT0131  PID         -  PT0131
 PT0131  STATE/COUNTY-  SD/HUGHES
 PT0131  COUNTRY     -  US
 PT0131  USGS QUAD   -  PIERRE (2017)
 PT0131
 PT0131                         *CURRENT SURVEY CONTROL
 PT0131  ______________________________________________________________________
 PT0131* NAD 83(1986) POSITION- 44 22 09.     (N) 100 21 04.     (W)   SCALED
 PT0131* NAVD 88 ORTHO HEIGHT -   454.416 (meters)     1490.86  (feet) ADJUSTED
 PT0131  ______________________________________________________________________
 PT0131  GEOID HEIGHT    -        -23.445 (meters)                     GEOID18
 PT0131  DYNAMIC HEIGHT  -        454.329 (meters)     1490.58  (feet) COMP
 PT0131  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 PT0131
 PT0131  VERT ORDER      -  FIRST     CLASS II
 PT0131
 PT0131.The horizontal coordinates were scaled from a map and have
 PT0131.an estimated accuracy of +/- 6 seconds.
 PT0131
 PT0131.The orthometric height was determined by differential leveling and
 PT0131.adjusted by the NATIONAL GEODETIC SURVEY
 PT0131.in June 1991.
 PT0131
 PT0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0131.GEOID18 height accuracy estimate available here.
 PT0131
 PT0131.Click photographs - Photos may exist for this station.
 PT0131
 PT0131.The dynamic height is computed by dividing the NAVD 88
 PT0131.geopotential number by the normal gravity value computed on the
 PT0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0131.degrees latitude (g = 980.6199 gals.).
 PT0131
 PT0131.The modeled gravity was interpolated from observed gravity values.
 PT0131
 PT0131;                    North         East    Units  Estimated Accuracy
 PT0131;SPC SD S     -   226,170.      598,580.      MT  (+/- 180 meters Scaled)
 PT0131
 PT0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ923137(NAD 83)
 PT0131
 PT0131                          SUPERSEDED SURVEY CONTROL
 PT0131
 PT0131  NGVD 29 (??/??/92)  454.046  (m)         1489.65   (f) ADJ UNCH    1 2
 PT0131
 PT0131.Superseded values are not recommended for survey control.
 PT0131
 PT0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0131.See file dsdata.pdf to determine how the superseded data were derived.
 PT0131
 PT0131_MARKER: B = BOLT
 PT0131_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0131_SP_SET: STONE SQUARE
 PT0131_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0131+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1989
 PT0131
 PT0131  HISTORY     - Date     Condition        Report By
 PT0131  HISTORY     - UNK      MONUMENTED       MORC
 PT0131  HISTORY     - 1949     GOOD             CGS
 PT0131  HISTORY     - 1951     GOOD             CGS
 PT0131  HISTORY     - 19860930 GOOD             NGS
 PT0131  HISTORY     - 19890121 GOOD             NGS
 PT0131
 PT0131                          STATION DESCRIPTION
 PT0131
 PT0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0131'AT PIERRE.
 PT0131'AT PIERRE, ON THE COURTHOUSE YARD, 31 FEET SOUTHWEST OF THE
 PT0131'SOUTHWEST CORNER OF THE COURTHOUSE, 25 FEET EAST OF A SIDEWALK,
 PT0131'THE TOP OF A STONE WHICH IS 4.0 FEET UNDER GROUND AND ACCESS
 PT0131'TO WHICH IS HAD THROUGH A 4 INCH IRON PIPE BEARING A MISSOURI
 PT0131'RIVER COMMISSION STANDARD CAP.
 PT0131
 PT0131                          STATION RECOVERY (1951)
 PT0131
 PT0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0131'RECOVERED IN GOOD CONDITION.
 PT0131
 PT0131                          STATION RECOVERY (1986)
 PT0131
 PT0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0131'THE MARK IS IN THE TOP OF AN UNDERGROUND STONE THAT IS 1.22 M(4.0 FT)
 PT0131'BELOW 248 2 CAP RESET (ALIAS 248 2 MRC CAP REPLACED). THE MARK IS NOT
 PT0131'INSCRIBED. IT WAS ESTABLISHED BY THE MISSOURI RIVER COMMISSION.
 PT0131'AT PIERRE, ON THE COURTHOUSE YARD, 9.45 M (31.0 FT) SOUTHWEST OF THE
 PT0131'SOUTHWEST CORNER OF THE COURTHOUSE, 7.62 M (25.0 FT) EAST OF A
 PT0131'SIDEWALK, ACCESSED THRU THE 4-INCH IRON PIPE, TO WHICH 248-2 CAP
 PT0131'RESET IS FASTENED.
 PT0131
 PT0131                          STATION RECOVERY (1989)
 PT0131
 PT0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0131'STATION IS IN DOWNTOWN PIERRE, SD, AT HUGHES COUNTY COURTHOUSE, 9.45 M
 PT0131'(31.00 FT) WEST OF WEST CORNER OF COURTHOUSE, 7.6 M (24.9 FT)
 PT0131'SOUTHEAST OF A SIDEWALK, 4.5 M (14.8 FT) SOUTHWEST OF A SIDEWALK.
 PT0131'STATION IS THE TOP OF A STONE WHICH IS 1.22 M (4.00 FT) UNDER
 PT0131'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH IRON PIPE BEARING A
 PT0131'MISSOURI RIVER COMMISION STANDARD CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7954 ***********************************************************************
 AC7954  CBN         -  This is a Cooperative Base Network Control Station.
 AC7954  DESIGNATION -  25 072.13
 AC7954  PID         -  AC7954
 AC7954  STATE/COUNTY-  SD/MINER
 AC7954  COUNTRY     -  US
 AC7954  USGS QUAD   -  EPIPHANY (2017)
 AC7954
 AC7954                         *CURRENT SURVEY CONTROL
 AC7954  ______________________________________________________________________
 AC7954* NAD 83(2011) POSITION- 43 51 10.38980(N) 097 40 12.19004(W)   ADJUSTED
 AC7954* NAD 83(2011) ELLIP HT-   388.312 (meters)        (06/27/12)   ADJUSTED
 AC7954* NAD 83(2011) EPOCH   -  2010.00
 AC7954* NAVD 88 ORTHO HEIGHT -   414.2   (meters)     1359.    (feet) GPS OBS
 AC7954  ______________________________________________________________________
 AC7954  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7954  GEOID HEIGHT    -        -25.829 (meters)                     GEOID96
 AC7954  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 AC7954  NAD 83(2011) X  -   -614,900.838 (meters)                     COMP
 AC7954  NAD 83(2011) Y  - -4,565,876.871 (meters)                     COMP
 AC7954  NAD 83(2011) Z  -  4,396,587.782 (meters)                     COMP
 AC7954  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 AC7954
 AC7954  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7954  Standards:
 AC7954         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7954            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7954  -------------------------------------------------------------------
 AC7954  NETWORK    0.98   2.94           0.46   0.31   1.50     -0.05776271
 AC7954  -------------------------------------------------------------------
 AC7954  Click here for local accuracies and other accuracy information.
 AC7954
 AC7954.The horizontal coordinates were established by GPS observations
 AC7954.and adjusted by the National Geodetic Survey in June 2012.
 AC7954
 AC7954.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7954.been affixed to the stable North American tectonic plate. See 
 AC7954.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7954
 AC7954.The horizontal coordinates are valid at the epoch date displayed above
 AC7954.which is a decimal equivalence of Year/Month/Day.
 AC7954
 AC7954.The orthometric height was determined by GPS observations and a
 AC7954.high-resolution geoid model.
 AC7954
 AC7954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7954.GEOID18 height accuracy estimate available here.
 AC7954
 AC7954.Click photographs - Photos may exist for this station.
 AC7954
 AC7954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7954
 AC7954.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7954
 AC7954.The ellipsoidal height was determined by GPS observations
 AC7954.and is referenced to NAD 83.
 AC7954
 AC7954. The following values were computed from the NAD 83(2011) position.
 AC7954
 AC7954;                    North         East     Units Scale Factor Converg.
 AC7954;SPC SD S     -   172,242.991   814,083.853   MT  0.99991523   +1 50 14.2
 AC7954;SPC SD S     -   565,100.55  2,670,873.44   sFT  0.99991523   +1 50 14.2
 AC7954;UTM  14      - 4,856,392.990   606,890.848   MT  0.99974053   +0 55 17.4
 AC7954
 AC7954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7954!SPC SD S     -   0.99993911  x   0.99991523  =   0.99985435
 AC7954!UTM  14      -   0.99993911  x   0.99974053  =   0.99967966
 AC7954
 AC7954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0689056392(NAD 83)
 AC7954
 AC7954                          SUPERSEDED SURVEY CONTROL
 AC7954
 AC7954  NAD 83(2007)-  43 51 10.38984(N)    097 40 12.19093(W) AD(2002.00) 0
 AC7954  ELLIP H (02/10/07)  388.340  (m)                       GP(2002.00)    
 AC7954  ELLIP H (04/15/04)  388.338  (m)                       GP(       ) 2 1
 AC7954  NAD 83(1996)-  43 51 10.38946(N)    097 40 12.19058(W) AD(       ) B
 AC7954  ELLIP H (04/18/97)  388.372  (m)                       GP(       ) 4 1
 AC7954
 AC7954.Superseded values are not recommended for survey control.
 AC7954
 AC7954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7954.See file dsdata.pdf to determine how the superseded data were derived.
 AC7954
 AC7954_MARKER: Z = SEE DESCRIPTION
 AC7954_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7954_STAMPING: 25-72.13 1995
 AC7954_MARK LOGO: NGS
 AC7954_PROJECTION: FLUSH
 AC7954_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7954+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 AC7954_ROD/PIPE-DEPTH: 6.4 meters
 AC7954_SLEEVE-DEPTH  : 1.8 meters
 AC7954
 AC7954  HISTORY     - Date     Condition        Report By
 AC7954  HISTORY     - 1995     MONUMENTED       SDDT
 AC7954  HISTORY     - 19960718 GOOD             NGS
 AC7954
 AC7954                          STATION DESCRIPTION
 AC7954
 AC7954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7954'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF ROSWELL AND
 AC7954'0.25 MI (0.40 KM) NORTH OF THE MINER/HANSON COUNTY LINE, ON STATE
 AC7954'HIGHWAY 25.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7954'STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 SOUTH AND 34, 1.0 MI
 AC7954'(1.6 KM) EAST OF ROSWELL, GO SOUTH ON STATE HIGHWAY 25 FOR 10.9 MI
 AC7954'(17.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7954'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7954'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 71.3 FT (21.7 M) EAST
 AC7954'OF THE HIGHWAY CENTERLINE, 16.0 FT (4.9 M) SOUTH OF THE CENTER OF A
 AC7954'FIELD ENTRANCE, 3.5 FT (1.1 M) WEST OF A FENCE, 1.6 FT (0.5 M) EAST OF
 AC7954'A METAL GUARD POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST, AND 0.11 M
 AC7954'(0.36 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT
 AC7954'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7923 ***********************************************************************
 AC7923  CBN         -  This is a Cooperative Base Network Control Station.
 AC7923  DESIGNATION -  25 148.45
 AC7923  PID         -  AC7923
 AC7923  STATE/COUNTY-  SD/CLARK
 AC7923  COUNTRY     -  US
 AC7923  USGS QUAD   -  NAPLES (2017)
 AC7923
 AC7923                         *CURRENT SURVEY CONTROL
 AC7923  ______________________________________________________________________
 AC7923* NAD 83(2011) POSITION- 44 52 09.58210(N) 097 33 07.58409(W)   ADJUSTED
 AC7923* NAD 83(2011) ELLIP HT-   531.965 (meters)        (06/27/12)   ADJUSTED
 AC7923* NAD 83(2011) EPOCH   -  2010.00
 AC7923* NAVD 88 ORTHO HEIGHT -   556.723 (meters)     1826.52  (feet) ADJUSTED
 AC7923  ______________________________________________________________________
 AC7923  GEOID HEIGHT    -        -24.757 (meters)                     GEOID18
 AC7923  NAD 83(2011) X  -   -595,134.544 (meters)                     COMP
 AC7923  NAD 83(2011) Y  - -4,488,945.532 (meters)                     COMP
 AC7923  NAD 83(2011) Z  -  4,477,443.681 (meters)                     COMP
 AC7923  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 AC7923  DYNAMIC HEIGHT  -        556.639 (meters)     1826.24  (feet) COMP
 AC7923  MODELED GRAVITY -    980,448.8   (mgal)                       NAVD 88
 AC7923
 AC7923  VERT ORDER      -  FIRST     CLASS II
 AC7923
 AC7923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7923  Standards:
 AC7923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7923  -------------------------------------------------------------------
 AC7923  NETWORK    0.94   2.67           0.44   0.30   1.36     -0.05155346
 AC7923  -------------------------------------------------------------------
 AC7923  Click here for local accuracies and other accuracy information.
 AC7923
 AC7923.The horizontal coordinates were established by GPS observations
 AC7923.and adjusted by the National Geodetic Survey in June 2012.
 AC7923
 AC7923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7923.been affixed to the stable North American tectonic plate. See 
 AC7923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7923
 AC7923.The horizontal coordinates are valid at the epoch date displayed above
 AC7923.which is a decimal equivalence of Year/Month/Day.
 AC7923
 AC7923.The orthometric height was determined by differential leveling and
 AC7923.adjusted by the NATIONAL GEODETIC SURVEY
 AC7923.in July 1998.
 AC7923
 AC7923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7923.GEOID18 height accuracy estimate available here.
 AC7923
 AC7923.Click photographs - Photos may exist for this station.
 AC7923
 AC7923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7923
 AC7923.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7923
 AC7923.The ellipsoidal height was determined by GPS observations
 AC7923.and is referenced to NAD 83.
 AC7923
 AC7923.The dynamic height is computed by dividing the NAVD 88
 AC7923.geopotential number by the normal gravity value computed on the
 AC7923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7923.degrees latitude (g = 980.6199 gals.).
 AC7923
 AC7923.The modeled gravity was interpolated from observed gravity values.
 AC7923
 AC7923. The following values were computed from the NAD 83(2011) position.
 AC7923
 AC7923;                    North         East     Units Scale Factor Converg.
 AC7923;SPC SD N     -   118,046.164   793,406.558   MT  0.99994413   +1 43 56.9
 AC7923;SPC SD N     -   387,289.79  2,603,034.68   sFT  0.99994413   +1 43 56.9
 AC7923;UTM  14      - 4,969,454.263   614,375.301   MT  0.99976086   +1 01 17.7
 AC7923
 AC7923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7923!SPC SD N     -   0.99991660  x   0.99994413  =   0.99986074
 AC7923!UTM  14      -   0.99991660  x   0.99976086  =   0.99967748
 AC7923
 AC7923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1437569454(NAD 83)
 AC7923
 AC7923                          SUPERSEDED SURVEY CONTROL
 AC7923
 AC7923  NAD 83(2007)-  44 52 09.58204(N)    097 33 07.58497(W) AD(2002.00) 0
 AC7923  ELLIP H (02/10/07)  531.997  (m)                       GP(2002.00)    
 AC7923  ELLIP H (04/15/04)  532.013  (m)                       GP(       ) 2 1
 AC7923  NAD 83(1996)-  44 52 09.58153(N)    097 33 07.58440(W) AD(       ) B
 AC7923  ELLIP H (04/18/97)  532.032  (m)                       GP(       ) 4 1
 AC7923  NAVD 88 (04/18/97)  556.7    (m)  GEOID96  model used  GPS OBS        
 AC7923
 AC7923.Superseded values are not recommended for survey control.
 AC7923
 AC7923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7923.See file dsdata.pdf to determine how the superseded data were derived.
 AC7923
 AC7923_MARKER: Z = SEE DESCRIPTION
 AC7923_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7923_STAMPING: 25-148.45 1995
 AC7923_MARK LOGO: NGS
 AC7923_PROJECTION: FLUSH
 AC7923_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7923+STABILITY: POSITION/ELEVATION WELL
 AC7923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7923+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AC7923_ROD/PIPE-DEPTH: 6.4 meters
 AC7923_SLEEVE-DEPTH  : 1.8 meters
 AC7923
 AC7923  HISTORY     - Date     Condition        Report By
 AC7923  HISTORY     - 1995     MONUMENTED       SDDT
 AC7923  HISTORY     - 19950913 GOOD             NGS
 AC7923  HISTORY     - 19960926 GOOD             SDDT
 AC7923  HISTORY     - 19961011 GOOD             CHANCE
 AC7923
 AC7923                          STATION DESCRIPTION
 AC7923
 AC7923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC7923'6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC7923'MAIN STREET IN HENRY, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG STATE
 AC7923'HIGHWAY 25, 734.0 M (2408.1 FT) NORTH OF MILEPOST 148, 21.9 M (71.9
 AC7923'FT) EAST OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT) SOUTH OF THE
 AC7923'CENTER OF A FIELD ENTRANCE, 1.3 M (4.3 FT) WEST OF THE WEST END OF A
 AC7923'FENCE, 0.5 M (1.6 FT) EAST OF A METAL GUARD POST, 0.5 M (1.6 FT) WEST
 AC7923'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC7923'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AC7923'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7923'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7923'THROUGH A 4-INCH PVC CAP. THE STABILITY CODE FOR THIS MARK IS CLASS A,
 AC7923'AS DETERMINED BY SDDT.
 AC7923
 AC7923                          STATION RECOVERY (1996)
 AC7923
 AC7923'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (DFC)
 AC7923'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF CLARK
 AC7923'AND 4.1 MI (6.6 KM) WEST-SOUTHWEST OF HENRY, ON STATE HIGHWAY 25.
 AC7923'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7923'POST OFFICE IN HENRY, GO SOUTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO
 AC7923'THE JUNCTION OF U.S. HIGHWAY 212, TURN RIGHT AND GO WEST ON U.S.
 AC7923'HIGHWAY 212 FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF STATE HIGHWAY 25
 AC7923'SOUTH, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 25 FOR 0.5 MI (0.8 KM)
 AC7923'TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7923'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7923'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 71.0 FT (21.6 M) EAST OF THE
 AC7923'HIGHWAY CENTER, 24.0 FT (7.3 M) SOUTH OF THE CENTER OF A FIELD
 AC7923'ENTRANCE ROAD, 1.5 FT (0.5 M) WEST OF A FENCE, 1.0 FT (0.3 M) WEST OF
 AC7923'A WITNESS POST, AND 1 FT (0.3 M) EAST OF A METAL GUARD POST.
 AC7923'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7923'A 4-INCH PVC CAP.
 AC7923
 AC7923                          STATION RECOVERY (1996)
 AC7923
 AC7923'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AC7923'6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC7923'MAIN STREET IN HENRY, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG STATE
 AC7923'HIGHWAY 25, 734.0 M (2408.1 FT) NORTH OF MILEPOST 148, 21.9 M (71.9
 AC7923'FT) EAST OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT) SOUTH OF THE
 AC7923'CENTER OF A FIELD ENTRANCE, 1.3 M (4.3 FT) WEST OF THE WEST END OF A
 AC7923'FENCE, 0.5 M (1.6 FT) EAST OF A METAL GUARD POST, 0.5 M (1.6 FT) WEST
 AC7923'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC7923'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON
 AC7923'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7923'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7923'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7963 ***********************************************************************
 AC7963  CBN         -  This is a Cooperative Base Network Control Station.
 AC7963  DESIGNATION -  25 178.87
 AC7963  PID         -  AC7963
 AC7963  STATE/COUNTY-  SD/DAY
 AC7963  COUNTRY     -  US
 AC7963  USGS QUAD   -  WEBSTER (2018)
 AC7963
 AC7963                         *CURRENT SURVEY CONTROL
 AC7963  ______________________________________________________________________
 AC7963* NAD 83(2011) POSITION- 45 17 36.88420(N) 097 31 09.85908(W)   ADJUSTED
 AC7963* NAD 83(2011) ELLIP HT-   540.332 (meters)        (06/27/12)   ADJUSTED
 AC7963* NAD 83(2011) EPOCH   -  2010.00
 AC7963* NAVD 88 ORTHO HEIGHT -   565.3   (meters)     1855.    (feet) GPS OBS
 AC7963  ______________________________________________________________________
 AC7963  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7963  GEOID HEIGHT    -        -24.853 (meters)                     GEOID96
 AC7963  GEOID HEIGHT    -        -24.967 (meters)                     GEOID18
 AC7963  NAD 83(2011) X  -   -588,203.811 (meters)                     COMP
 AC7963  NAD 83(2011) Y  - -4,456,188.405 (meters)                     COMP
 AC7963  NAD 83(2011) Z  -  4,510,743.852 (meters)                     COMP
 AC7963  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 AC7963
 AC7963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7963  Standards:
 AC7963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7963  -------------------------------------------------------------------
 AC7963  NETWORK    0.95   2.74           0.44   0.32   1.40     -0.08411109
 AC7963  -------------------------------------------------------------------
 AC7963  Click here for local accuracies and other accuracy information.
 AC7963
 AC7963.The horizontal coordinates were established by GPS observations
 AC7963.and adjusted by the National Geodetic Survey in June 2012.
 AC7963
 AC7963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7963.been affixed to the stable North American tectonic plate. See 
 AC7963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7963
 AC7963.The horizontal coordinates are valid at the epoch date displayed above
 AC7963.which is a decimal equivalence of Year/Month/Day.
 AC7963
 AC7963.The orthometric height was determined by GPS observations and a
 AC7963.high-resolution geoid model.
 AC7963
 AC7963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7963.GEOID18 height accuracy estimate available here.
 AC7963
 AC7963.Click photographs - Photos may exist for this station.
 AC7963
 AC7963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7963
 AC7963.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7963
 AC7963.The ellipsoidal height was determined by GPS observations
 AC7963.and is referenced to NAD 83.
 AC7963
 AC7963. The following values were computed from the NAD 83(2011) position.
 AC7963
 AC7963;                    North         East     Units Scale Factor Converg.
 AC7963;SPC SD N     -   165,248.319   794,545.098   MT  0.99994804   +1 45 20.2
 AC7963;SPC SD N     -   542,152.19  2,606,770.04   sFT  0.99994804   +1 45 20.2
 AC7963;UTM  14      - 5,016,630.364   616,095.938   MT  0.99976572   +1 03 08.7
 AC7963
 AC7963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7963!SPC SD N     -   0.99991529  x   0.99994804  =   0.99986334
 AC7963!UTM  14      -   0.99991529  x   0.99976572  =   0.99968103
 AC7963
 AC7963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1609516630(NAD 83)
 AC7963
 AC7963                          SUPERSEDED SURVEY CONTROL
 AC7963
 AC7963  NAD 83(2007)-  45 17 36.88412(N)    097 31 09.85995(W) AD(2002.00) 0
 AC7963  ELLIP H (02/10/07)  540.362  (m)                       GP(2002.00)    
 AC7963  ELLIP H (04/15/04)  540.387  (m)                       GP(       ) 2 1
 AC7963  NAD 83(1996)-  45 17 36.88354(N)    097 31 09.85943(W) AD(       ) B
 AC7963  ELLIP H (04/18/97)  540.396  (m)                       GP(       ) 4 1
 AC7963
 AC7963.Superseded values are not recommended for survey control.
 AC7963
 AC7963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7963.See file dsdata.pdf to determine how the superseded data were derived.
 AC7963
 AC7963_MARKER: Z = SEE DESCRIPTION
 AC7963_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7963_STAMPING: 25-178.87 1995
 AC7963_MARK LOGO: NGS
 AC7963_PROJECTION: FLUSH
 AC7963_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7963+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2010
 AC7963_ROD/PIPE-DEPTH: 6.4 meters
 AC7963_SLEEVE-DEPTH  : 1.8 meters
 AC7963
 AC7963  HISTORY     - Date     Condition        Report By
 AC7963  HISTORY     - 1995     MONUMENTED       SDDT
 AC7963  HISTORY     - 19960928 GOOD             NGS
 AC7963  HISTORY     - 20100717 GOOD             WOOLPT
 AC7963
 AC7963                          STATION DESCRIPTION
 AC7963
 AC7963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7963'THE STATION IS LOCATED ABOUT 17.6 KM (10.95 MI) EAST-NORTHEAST OF
 AC7963'BUTLER, 13.7 KM (8.50 MI) SOUTHEAST OF HOLMQUIST AND NEAR THE WEBSTER
 AC7963'AIRPORT, ON SOUTH DAKOTA HIGHWAY 25.  OWNERSHIP--THE STATE OF SOUTH
 AC7963'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 AC7963'STATE HIGHWAY 25 IN WEBSTER, GO SOUTH ON STATE HIGHWAY 25 FOR 3.3 MI
 AC7963'(5.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7963'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7963'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 65.2 M (213.9 FT)
 AC7963'SOUTH OF THE SOUTHWEST CORNER OF A HANGAR, 57.4 M (188.3 FT) SOUTH OF
 AC7963'THE CENTER OF A GRAVELED DRIVEWAY, 44.4 M (145.7 FT) EAST OF THE
 AC7963'HIGHWAY CENTER, 21.5 M (70.5 FT) EAST OF A T-FENCE CORNER, 0.5 M (1.6
 AC7963'FT) SOUTH OF A METAL GUARD POST, 0.5 M (1.6 FT) NORTH OF A FENCE, AND
 AC7963'0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AC7963'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7963
 AC7963                          STATION RECOVERY (2010)
 AC7963
 AC7963'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DJK)
 AC7963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0175 ***********************************************************************
 PR0175  DESIGNATION -  25 A RESET
 PR0175  PID         -  PR0175
 PR0175  STATE/COUNTY-  SD/MOODY
 PR0175  COUNTRY     -  US
 PR0175  USGS QUAD   -  FLANDREAU NE (2017)
 PR0175
 PR0175                         *CURRENT SURVEY CONTROL
 PR0175  ______________________________________________________________________
 PR0175* NAD 83(1986) POSITION- 44 10 20.     (N) 096 35 22.     (W)   SCALED
 PR0175* NAVD 88 ORTHO HEIGHT -   530.435 (meters)     1740.27  (feet) ADJUSTED
 PR0175  ______________________________________________________________________
 PR0175  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 PR0175  DYNAMIC HEIGHT  -        530.318 (meters)     1739.89  (feet) COMP
 PR0175  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 PR0175
 PR0175  VERT ORDER      -  SECOND    CLASS 0
 PR0175
 PR0175.The horizontal coordinates were scaled from a map and have
 PR0175.an estimated accuracy of +/- 6 seconds.
 PR0175
 PR0175.The orthometric height was determined by differential leveling and
 PR0175.adjusted by the NATIONAL GEODETIC SURVEY
 PR0175.in June 1991.
 PR0175
 PR0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0175.GEOID18 height accuracy estimate available here.
 PR0175
 PR0175.Click photographs - Photos may exist for this station.
 PR0175
 PR0175.The dynamic height is computed by dividing the NAVD 88
 PR0175.geopotential number by the normal gravity value computed on the
 PR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0175.degrees latitude (g = 980.6199 gals.).
 PR0175
 PR0175.The modeled gravity was interpolated from observed gravity values.
 PR0175
 PR0175;                    North         East    Units  Estimated Accuracy
 PR0175;SPC SD S     -   211,040.      899,300.      MT  (+/- 180 meters Scaled)
 PR0175
 PR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP927938(NAD 83)
 PR0175
 PR0175                          SUPERSEDED SURVEY CONTROL
 PR0175
 PR0175  NGVD 29 (??/??/92)  530.168  (m)         1739.39   (f) ADJ UNCH    2 0
 PR0175
 PR0175.Superseded values are not recommended for survey control.
 PR0175
 PR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0175.See file dsdata.pdf to determine how the superseded data were derived.
 PR0175
 PR0175_MARKER: DB = BENCH MARK DISK
 PR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0175_STAMPING: RESET 1949
 PR0175_MARK LOGO: CGS
 PR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0175+STABILITY: SURFACE MOTION
 PR0175
 PR0175  HISTORY     - Date     Condition        Report By
 PR0175  HISTORY     - 1949     MONUMENTED       CGS
 PR0175  HISTORY     - 1962     GOOD             CGS
 PR0175
 PR0175                          STATION DESCRIPTION
 PR0175
 PR0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0175'9.2 MI N FROM FLANDREAU.
 PR0175'9.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COUNTY COURTHOUSE
 PR0175'AT FLANDREAU, 1.7 MILES SOUTH OF THE COUNTY LINE, IN A LINE OF
 PR0175'TREES, AT THE NORTH EDGE OF A FARMSTEAD OWNED BY I.C. BOLTE,
 PR0175'270.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET
 PR0175'SOUTH OF AN EAST-WEST FENCE ALONG THE NORTH SIDE OF A WINDBREAK,
 PR0175'5.2 FEET WEST OF A NORTH-SOUTH FENCE LINE ALONG THE EAST SIDE
 PR0175'OF THE FARMYARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0175'0.1 FOOT ABOVE THE GROUND.
 PR0175
 PR0175                          STATION RECOVERY (1962)
 PR0175
 PR0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PR0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1064 ***********************************************************************
 OS1064  DESIGNATION -  25 SJS
 OS1064  PID         -  OS1064
 OS1064  STATE/COUNTY-  SD/BENNETT
 OS1064  COUNTRY     -  US
 OS1064  USGS QUAD   -  SWETT (2017)
 OS1064
 OS1064                         *CURRENT SURVEY CONTROL
 OS1064  ______________________________________________________________________
 OS1064* NAD 83(1986) POSITION- 43 10 22.     (N) 101 54 42.     (W)   SCALED
 OS1064* NAVD 88 ORTHO HEIGHT -  1021.245 (meters)     3350.53  (feet) ADJUSTED
 OS1064  ______________________________________________________________________
 OS1064  GEOID HEIGHT    -        -19.316 (meters)                     GEOID18
 OS1064  DYNAMIC HEIGHT  -       1020.805 (meters)     3349.09  (feet) COMP
 OS1064  MODELED GRAVITY -    980,154.3   (mgal)                       NAVD 88
 OS1064
 OS1064  VERT ORDER      -  FIRST     CLASS II
 OS1064
 OS1064.The horizontal coordinates were scaled from a map and have
 OS1064.an estimated accuracy of +/- 6 seconds.
 OS1064
 OS1064.The orthometric height was determined by differential leveling and
 OS1064.adjusted by the NATIONAL GEODETIC SURVEY
 OS1064.in June 1994.
 OS1064
 OS1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1064.GEOID18 height accuracy estimate available here.
 OS1064
 OS1064.Click photographs - Photos may exist for this station.
 OS1064
 OS1064.The dynamic height is computed by dividing the NAVD 88
 OS1064.geopotential number by the normal gravity value computed on the
 OS1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1064.degrees latitude (g = 980.6199 gals.).
 OS1064
 OS1064.The modeled gravity was interpolated from observed gravity values.
 OS1064
 OS1064;                    North         East    Units  Estimated Accuracy
 OS1064;SPC SD S     -    94,470.      471,680.      MT  (+/- 180 meters Scaled)
 OS1064
 OS1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN633841(NAD 83)
 OS1064
 OS1064                          SUPERSEDED SURVEY CONTROL
 OS1064
 OS1064.No superseded survey control is available for this station.
 OS1064
 OS1064_MARKER: DD = SURVEY DISK
 OS1064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS1064_STAMPING: 25 SJS 1975
 OS1064_MARK LOGO: USGS
 OS1064_PROJECTION: FLUSH
 OS1064_MAGNETIC: I = MARKER IS A STEEL ROD
 OS1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1064+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 OS1064
 OS1064  HISTORY     - Date     Condition        Report By
 OS1064  HISTORY     - 1975     MONUMENTED       USGS
 OS1064  HISTORY     - 19930929 GOOD             NGS
 OS1064  HISTORY     - 20121127 MARK NOT FOUND   INDIV
 OS1064
 OS1064                          STATION DESCRIPTION
 OS1064
 OS1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1064'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1064'OF STATE HIGHWAY 73 IN MARTIN, 187.0 M (613.5 FT) WEST OF MILEPOST
 OS1064'140, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.9 M (25.9
 OS1064'FT) WEST OF THE CENTER OF A PAVED ROAD LEADING NORTH, 0.9 M (3.0 FT)
 OS1064'SOUTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OS1064'HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK
 OS1064'IS ENCASED IN AN 8-INCH PVC PIPE AND IS FLUSH WITH THE GROUND
 OS1064'SURFACE.  THE ROD DEPTH IS UNKNOWN, AND THE ROD IS FLUSH WITH THE
 OS1064'GROUND.
 OS1064
 OS1064                          STATION RECOVERY (2012)
 OS1064
 OS1064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0147 ***********************************************************************
 PT0147  DESIGNATION -  250 2
 PT0147  PID         -  PT0147
 PT0147  STATE/COUNTY-  SD/HUGHES
 PT0147  COUNTRY     -  US
 PT0147  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT0147
 PT0147                         *CURRENT SURVEY CONTROL
 PT0147  ______________________________________________________________________
 PT0147* NAD 83(1986) POSITION- 44 20 29.     (N) 100 14 32.     (W)   SCALED
 PT0147* NAVD 88 ORTHO HEIGHT -   439.272 (meters)     1441.18  (feet) ADJUSTED
 PT0147  ______________________________________________________________________
 PT0147  GEOID HEIGHT    -        -23.589 (meters)                     GEOID18
 PT0147  DYNAMIC HEIGHT  -        439.189 (meters)     1440.91  (feet) COMP
 PT0147  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 PT0147
 PT0147  VERT ORDER      -  FIRST     CLASS II
 PT0147
 PT0147.The horizontal coordinates were scaled from a map and have
 PT0147.an estimated accuracy of +/- 6 seconds.
 PT0147
 PT0147.The orthometric height was determined by differential leveling and
 PT0147.adjusted by the NATIONAL GEODETIC SURVEY
 PT0147.in June 1991.
 PT0147
 PT0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0147.GEOID18 height accuracy estimate available here.
 PT0147
 PT0147.Click photographs - Photos may exist for this station.
 PT0147
 PT0147.The dynamic height is computed by dividing the NAVD 88
 PT0147.geopotential number by the normal gravity value computed on the
 PT0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0147.degrees latitude (g = 980.6199 gals.).
 PT0147
 PT0147.The modeled gravity was interpolated from observed gravity values.
 PT0147
 PT0147;                    North         East    Units  Estimated Accuracy
 PT0147;SPC SD S     -   223,090.      607,270.      MT  (+/- 180 meters Scaled)
 PT0147
 PT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ009105(NAD 83)
 PT0147
 PT0147                          SUPERSEDED SURVEY CONTROL
 PT0147
 PT0147  NGVD 29 (??/??/92)  438.912  (m)         1440.00   (f) ADJ UNCH    1 2
 PT0147
 PT0147.Superseded values are not recommended for survey control.
 PT0147
 PT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0147.See file dsdata.pdf to determine how the superseded data were derived.
 PT0147
 PT0147_MARKER: B = BOLT
 PT0147_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0147_SP_SET: STONE SQUARE
 PT0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0147
 PT0147  HISTORY     - Date     Condition        Report By
 PT0147  HISTORY     - UNK      MONUMENTED       MORC
 PT0147  HISTORY     - 1934     GOOD             CGS
 PT0147
 PT0147                          STATION DESCRIPTION
 PT0147
 PT0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0147'6 MI E FROM PIERRE.
 PT0147'6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0147'PIERRE, HUGHES COUNTY, BETWEEN MISSOURI RIVER AND THE TRACKS,
 PT0147'ABOUT 225 FEET SOUTH OF THE TRACK AT A POINT 90 FEET BELOW BRIDGE
 PT0147'283, AND ABOUT 150 FEET NORTH OF THE RIVER BANK.  A BURIED STONE,
 PT0147'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE PROJECTING
 PT0147'ABOUT 2-1/2 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0153 ***********************************************************************
 PT0153  DESIGNATION -  253 3 CAP
 PT0153  PID         -  PT0153
 PT0153  STATE/COUNTY-  SD/HUGHES
 PT0153  COUNTRY     -  US
 PT0153  USGS QUAD   -  ROUSSEAU (2017)
 PT0153
 PT0153                         *CURRENT SURVEY CONTROL
 PT0153  ______________________________________________________________________
 PT0153* NAD 83(1986) POSITION- 44 19 15.     (N) 100 04 51.     (W)   SCALED
 PT0153* NAVD 88 ORTHO HEIGHT -   438.868 (meters)     1439.85  (feet) ADJUSTED
 PT0153  ______________________________________________________________________
 PT0153  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 PT0153  DYNAMIC HEIGHT  -        438.782 (meters)     1439.57  (feet) COMP
 PT0153  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 PT0153
 PT0153  VERT ORDER      -  FIRST     CLASS II
 PT0153
 PT0153.The horizontal coordinates were scaled from a map and have
 PT0153.an estimated accuracy of +/- 6 seconds.
 PT0153
 PT0153.The orthometric height was determined by differential leveling and
 PT0153.adjusted by the NATIONAL GEODETIC SURVEY
 PT0153.in June 1991.
 PT0153
 PT0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0153.GEOID18 height accuracy estimate available here.
 PT0153
 PT0153.Click photographs - Photos may exist for this station.
 PT0153
 PT0153.The dynamic height is computed by dividing the NAVD 88
 PT0153.geopotential number by the normal gravity value computed on the
 PT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0153.degrees latitude (g = 980.6199 gals.).
 PT0153
 PT0153.The modeled gravity was interpolated from observed gravity values.
 PT0153
 PT0153;                    North         East    Units  Estimated Accuracy
 PT0153;SPC SD S     -   220,830.      620,140.      MT  (+/- 180 meters Scaled)
 PT0153
 PT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ138080(NAD 83)
 PT0153
 PT0153                          SUPERSEDED SURVEY CONTROL
 PT0153
 PT0153  NGVD 29 (??/??/92)  438.528  (m)         1438.74   (f) ADJ UNCH    1 2
 PT0153
 PT0153.Superseded values are not recommended for survey control.
 PT0153
 PT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0153.See file dsdata.pdf to determine how the superseded data were derived.
 PT0153
 PT0153_MARKER: P = PIPE CAP
 PT0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0153_MARK LOGO: MORC
 PT0153_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0153
 PT0153  HISTORY     - Date     Condition        Report By
 PT0153  HISTORY     - UNK      MONUMENTED       MORC
 PT0153  HISTORY     - 1949     GOOD             CGS
 PT0153  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0153
 PT0153                          STATION DESCRIPTION
 PT0153
 PT0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0153'AT ROUSSEAU.
 PT0153'AT ROUSSEAU, 884.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PT0153'THE NEW SCHOOLHOUSE, ABOUT 306 FEET NORTHEAST OF THE CROSSING
 PT0153'OF THE CHICAGO AND NORTH WESTERN RAILWAY AND STATE HIGHWAY NO.
 PT0153'34, 37 FEET SOUTHEAST OF THE TOP OF A HILL, AND ON THE EAST SIDE
 PT0153'OF THE HILL.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP
 PT0153'SET IN THE TOP OF A 4-INCH IRON PIPE SET ON TOP OF A BURIED STONE.
 PT0153
 PT0153                          STATION RECOVERY (1973)
 PT0153
 PT0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0154 ***********************************************************************
 PT0154  DESIGNATION -  253 3 STONE
 PT0154  PID         -  PT0154
 PT0154  STATE/COUNTY-  SD/HUGHES
 PT0154  COUNTRY     -  US
 PT0154  USGS QUAD   -  ROUSSEAU (2017)
 PT0154
 PT0154                         *CURRENT SURVEY CONTROL
 PT0154  ______________________________________________________________________
 PT0154* NAD 83(1986) POSITION- 44 19 15.     (N) 100 04 51.     (W)   SCALED
 PT0154* NAVD 88 ORTHO HEIGHT -   437.622 (meters)     1435.76  (feet) ADJUSTED
 PT0154  ______________________________________________________________________
 PT0154  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 PT0154  DYNAMIC HEIGHT  -        437.537 (meters)     1435.49  (feet) COMP
 PT0154  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 PT0154
 PT0154  VERT ORDER      -  FIRST     CLASS II
 PT0154
 PT0154.The horizontal coordinates were scaled from a map and have
 PT0154.an estimated accuracy of +/- 6 seconds.
 PT0154
 PT0154.The orthometric height was determined by differential leveling and
 PT0154.adjusted by the NATIONAL GEODETIC SURVEY
 PT0154.in June 1991.
 PT0154
 PT0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0154.GEOID18 height accuracy estimate available here.
 PT0154
 PT0154.Click photographs - Photos may exist for this station.
 PT0154
 PT0154.The dynamic height is computed by dividing the NAVD 88
 PT0154.geopotential number by the normal gravity value computed on the
 PT0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0154.degrees latitude (g = 980.6199 gals.).
 PT0154
 PT0154.The modeled gravity was interpolated from observed gravity values.
 PT0154
 PT0154;                    North         East    Units  Estimated Accuracy
 PT0154;SPC SD S     -   220,830.      620,140.      MT  (+/- 180 meters Scaled)
 PT0154
 PT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ138080(NAD 83)
 PT0154
 PT0154                          SUPERSEDED SURVEY CONTROL
 PT0154
 PT0154  NGVD 29 (??/??/92)  437.283  (m)         1434.65   (f) ADJ UNCH    1 2
 PT0154
 PT0154.Superseded values are not recommended for survey control.
 PT0154
 PT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0154.See file dsdata.pdf to determine how the superseded data were derived.
 PT0154
 PT0154_MARKER: B = BOLT
 PT0154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0154_SP_SET: STONE SQUARE
 PT0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0154
 PT0154  HISTORY     - Date     Condition        Report By
 PT0154  HISTORY     - UNK      MONUMENTED       MORC
 PT0154  HISTORY     - 1949     GOOD             CGS
 PT0154  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0154
 PT0154                          STATION DESCRIPTION
 PT0154
 PT0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0154'AT ROUSSEAU.
 PT0154'AT ROUSSEAU, 884.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PT0154'THE NEW SCHOOLHOUSE, ABOUT 306 FEET NORTHEAST OF THE CROSSING
 PT0154'OF THE CHICAGO AND NORTH WESTERN RAILWAY AND STATE HIGHWAY NO.
 PT0154'34, 37 FEET SOUTHEAST OF THE TOP OF A HILL, AND ON THE EAST SIDE
 PT0154'OF THE HILL.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP
 PT0154'SET IN THE TOP OF A 4-INCH IRON PIPE SET ON TOP OF A BURIED STONE.
 PT0154
 PT0154                          STATION RECOVERY (1973)
 PT0154
 PT0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0170 ***********************************************************************
 PR0170  DESIGNATION -  26 A
 PR0170  PID         -  PR0170
 PR0170  STATE/COUNTY-  SD/MOODY
 PR0170  COUNTRY     -  US
 PR0170  USGS QUAD   -  FLANDREAU NE (2017)
 PR0170
 PR0170                         *CURRENT SURVEY CONTROL
 PR0170  ______________________________________________________________________
 PR0170* NAD 83(1986) POSITION- 44 08 53.     (N) 096 35 19.     (W)   SCALED
 PR0170* NAVD 88 ORTHO HEIGHT -   510.550 (meters)     1675.03  (feet) ADJUSTED
 PR0170  ______________________________________________________________________
 PR0170  GEOID HEIGHT    -        -25.878 (meters)                     GEOID18
 PR0170  DYNAMIC HEIGHT  -        510.436 (meters)     1674.66  (feet) COMP
 PR0170  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 PR0170
 PR0170  VERT ORDER      -  SECOND    CLASS 0
 PR0170
 PR0170.The horizontal coordinates were scaled from a map and have
 PR0170.an estimated accuracy of +/- 6 seconds.
 PR0170
 PR0170.The orthometric height was determined by differential leveling and
 PR0170.adjusted by the NATIONAL GEODETIC SURVEY
 PR0170.in June 1991.
 PR0170
 PR0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0170.GEOID18 height accuracy estimate available here.
 PR0170
 PR0170.Click photographs - Photos may exist for this station.
 PR0170
 PR0170.The dynamic height is computed by dividing the NAVD 88
 PR0170.geopotential number by the normal gravity value computed on the
 PR0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0170.degrees latitude (g = 980.6199 gals.).
 PR0170
 PR0170.The modeled gravity was interpolated from observed gravity values.
 PR0170
 PR0170;                    North         East    Units  Estimated Accuracy
 PR0170;SPC SD S     -   208,360.      899,490.      MT  (+/- 180 meters Scaled)
 PR0170
 PR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP928911(NAD 83)
 PR0170
 PR0170                          SUPERSEDED SURVEY CONTROL
 PR0170
 PR0170  NGVD 29 (??/??/92)  510.29   (m)         1674.2    (f) COMPUTED    2 0
 PR0170
 PR0170.Superseded values are not recommended for survey control.
 PR0170
 PR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0170.See file dsdata.pdf to determine how the superseded data were derived.
 PR0170
 PR0170_MARKER: DD = SURVEY DISK
 PR0170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0170_STAMPING: 26 A
 PR0170_MARK LOGO: CGS+SS
 PR0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0170
 PR0170  HISTORY     - Date     Condition        Report By
 PR0170  HISTORY     - 1934     MONUMENTED       SDGS
 PR0170  HISTORY     - 1949     GOOD             CGS
 PR0170
 PR0170                          STATION DESCRIPTION
 PR0170
 PR0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0170'7.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0170'FLANDREAU, 3.3 MILES SOUTH OF THE COUNTY LINE, 0.3 MILE SOUTH OF A
 PR0170'ROAD INTERSECTION, 280.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PR0170'FARMHOUSE, 77.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 42.0 FEET
 PR0170'NORTHEAST OF THE CENTERLINE OF A PRIVATE DRIVE LEADING NORTHWEST TO
 PR0170'THE FARMHOUSE, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 PR0170'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0171 ***********************************************************************
 PR0171  DESIGNATION -  26 A RESET
 PR0171  PID         -  PR0171
 PR0171  STATE/COUNTY-  SD/MOODY
 PR0171  COUNTRY     -  US
 PR0171  USGS QUAD   -  FLANDREAU NE (2017)
 PR0171
 PR0171                         *CURRENT SURVEY CONTROL
 PR0171  ______________________________________________________________________
 PR0171* NAD 83(1986) POSITION- 44 08 52.     (N) 096 35 19.     (W)   SCALED
 PR0171* NAVD 88 ORTHO HEIGHT -   511.00  (meters)     1676.5   (feet) RESET
 PR0171  ______________________________________________________________________
 PR0171  GEOID HEIGHT    -        -25.878 (meters)                     GEOID18
 PR0171  VERT ORDER      -  THIRD
 PR0171
 PR0171.The horizontal coordinates were scaled from a map and have
 PR0171.an estimated accuracy of +/- 6 seconds.
 PR0171
 PR0171.The orthometric height was computed from unverified reset data.
 PR0171
 PR0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0171.GEOID18 height accuracy estimate available here.
 PR0171
 PR0171.Click photographs - Photos may exist for this station.
 PR0171
 PR0171;                    North         East    Units  Estimated Accuracy
 PR0171;SPC SD S     -   208,330.      899,490.      MT  (+/- 180 meters Scaled)
 PR0171
 PR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP928911(NAD 83)
 PR0171
 PR0171                          SUPERSEDED SURVEY CONTROL
 PR0171
 PR0171.No superseded survey control is available for this station.
 PR0171
 PR0171_MARKER: DB = BENCH MARK DISK
 PR0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0171_STAMPING: 26 A S DAK GEOD S RESET 1962
 PR0171_MARK LOGO: CGS
 PR0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0171+STABILITY: SURFACE MOTION
 PR0171
 PR0171  HISTORY     - Date     Condition        Report By
 PR0171  HISTORY     - 1962     MONUMENTED       CGS
 PR0171  HISTORY     - 1969     MARK NOT FOUND   USGS
 PR0171
 PR0171                          STATION DESCRIPTION
 PR0171
 PR0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0171'7.5 MI N FROM FLANDREAU.
 PR0171'ABOUT 7.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 PR0171'AT FLANDREAU, MOODY COUNTY, ABOUT 0.3 MILE SOUTH OF A ROAD
 PR0171'INTERSECTION, AT TOP OF A HILL, ABOUT 160 FEET WEST OF CENTERLINE
 PR0171'OF HIGHWAY, ABOUT 20 FEET NORTH OF A DRIVEWAY LEADING WEST TO
 PR0171'A FARMHOUSE, 1 FOOT NORTH OF A LOT FENCE, AND SET IN THE TOP OF
 PR0171'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 PR0171
 PR0171                          STATION RECOVERY (1969)
 PR0171
 PR0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PR0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0372 ***********************************************************************
 PU0372  DESIGNATION -  26 RM
 PU0372  PID         -  PU0372
 PU0372  STATE/COUNTY-  SD/PENNINGTON
 PU0372  COUNTRY     -  US
 PU0372  USGS QUAD   -  PEDRO SE (2017)
 PU0372
 PU0372                         *CURRENT SURVEY CONTROL
 PU0372  ______________________________________________________________________
 PU0372* NAD 83(1986) POSITION- 44 21 37.     (N) 102 04 33.     (W)   SCALED
 PU0372* NAVD 88 ORTHO HEIGHT -   788.687 (meters)     2587.55  (feet) ADJUSTED
 PU0372  ______________________________________________________________________
 PU0372  GEOID HEIGHT    -        -19.745 (meters)                     GEOID18
 PU0372  DYNAMIC HEIGHT  -        788.484 (meters)     2586.88  (feet) COMP
 PU0372  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 PU0372
 PU0372  VERT ORDER      -  SECOND    CLASS 0
 PU0372
 PU0372.The horizontal coordinates were scaled from a map and have
 PU0372.an estimated accuracy of +/- 6 seconds.
 PU0372
 PU0372.The orthometric height was determined by differential leveling and
 PU0372.adjusted by the NATIONAL GEODETIC SURVEY
 PU0372.in June 1991.
 PU0372
 PU0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0372.GEOID18 height accuracy estimate available here.
 PU0372
 PU0372.Click photographs - Photos may exist for this station.
 PU0372
 PU0372.The dynamic height is computed by dividing the NAVD 88
 PU0372.geopotential number by the normal gravity value computed on the
 PU0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0372.degrees latitude (g = 980.6199 gals.).
 PU0372
 PU0372.The modeled gravity was interpolated from observed gravity values.
 PU0372
 PU0372;                    North         East    Units  Estimated Accuracy
 PU0372;SPC SD S     -   226,640.      461,100.      MT  (+/- 180 meters Scaled)
 PU0372
 PU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330160(NAD 83)
 PU0372
 PU0372                          SUPERSEDED SURVEY CONTROL
 PU0372
 PU0372  NGVD 29 (??/??/92)  788.235  (m)         2586.07   (f) ADJ UNCH    2 0
 PU0372
 PU0372.Superseded values are not recommended for survey control.
 PU0372
 PU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0372.See file dsdata.pdf to determine how the superseded data were derived.
 PU0372
 PU0372_MARKER: DD = SURVEY DISK
 PU0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0372_STAMPING: 26 R M 1950
 PU0372_MARK LOGO: USGS
 PU0372_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0372+STABILITY: SURFACE MOTION
 PU0372
 PU0372  HISTORY     - Date     Condition        Report By
 PU0372  HISTORY     - 1950     MONUMENTED       USGS
 PU0372  HISTORY     - 1962     GOOD             CGS
 PU0372
 PU0372                          STATION DESCRIPTION
 PU0372
 PU0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0372'15.1 MI NW FROM HILLAND.
 PU0372'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0372'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A TRAVELED ROAD,
 PU0372'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0372'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0372'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0372'THENCE 3.9 MILES NORTHWEST ALONG A GRAVELED ROAD, OR 0.1 MILE
 PU0372'EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT PEDRO, THENCE
 PU0372'1.3 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 4.7 MILES SOUTHEAST
 PU0372'ALONG A GRAVELED ROAD, IN SECTION 29, T 5 N, R 17 E, 187 FEET
 PU0372'WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF A FENCE,
 PU0372'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 PU0372'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0372'8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1063 ***********************************************************************
 OS1063  DESIGNATION -  26 SJS
 OS1063  PID         -  OS1063
 OS1063  STATE/COUNTY-  SD/BENNETT
 OS1063  COUNTRY     -  US
 OS1063  USGS QUAD   -  SWETT (2017)
 OS1063
 OS1063                         *CURRENT SURVEY CONTROL
 OS1063  ______________________________________________________________________
 OS1063* NAD 83(1986) POSITION- 43 10 22.     (N) 101 53 28.     (W)   SCALED
 OS1063* NAVD 88 ORTHO HEIGHT -  1021.756 (meters)     3352.21  (feet) ADJUSTED
 OS1063  ______________________________________________________________________
 OS1063  GEOID HEIGHT    -        -19.355 (meters)                     GEOID18
 OS1063  DYNAMIC HEIGHT  -       1021.317 (meters)     3350.77  (feet) COMP
 OS1063  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 OS1063
 OS1063  VERT ORDER      -  FIRST     CLASS II
 OS1063
 OS1063.The horizontal coordinates were scaled from a map and have
 OS1063.an estimated accuracy of +/- 6 seconds.
 OS1063
 OS1063.The orthometric height was determined by differential leveling and
 OS1063.adjusted by the NATIONAL GEODETIC SURVEY
 OS1063.in June 1994.
 OS1063
 OS1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1063.GEOID18 height accuracy estimate available here.
 OS1063
 OS1063.Click photographs - Photos may exist for this station.
 OS1063
 OS1063.The dynamic height is computed by dividing the NAVD 88
 OS1063.geopotential number by the normal gravity value computed on the
 OS1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1063.degrees latitude (g = 980.6199 gals.).
 OS1063
 OS1063.The modeled gravity was interpolated from observed gravity values.
 OS1063
 OS1063;                    North         East    Units  Estimated Accuracy
 OS1063;SPC SD S     -    94,440.      473,350.      MT  (+/- 180 meters Scaled)
 OS1063
 OS1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN650840(NAD 83)
 OS1063
 OS1063                          SUPERSEDED SURVEY CONTROL
 OS1063
 OS1063.No superseded survey control is available for this station.
 OS1063
 OS1063_MARKER: DD = SURVEY DISK
 OS1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1063_STAMPING: 26 SJS 1975
 OS1063_MARK LOGO: USGS
 OS1063_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1063+STABILITY: SURFACE MOTION
 OS1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1063+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1063
 OS1063  HISTORY     - Date     Condition        Report By
 OS1063  HISTORY     - 1975     MONUMENTED       USGS
 OS1063  HISTORY     - 19930929 GOOD             NGS
 OS1063  HISTORY     - 20121203 GOOD             INDIV
 OS1063
 OS1063                          STATION DESCRIPTION
 OS1063
 OS1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1063'13.1 KM (8.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1063'OF STATE HIGHWAY 73 IN MARTIN, 182.0 M (597.1 FT) WEST OF MILEPOST
 OS1063'141, 23.1 M (75.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.7 M (44.9
 OS1063'FT) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 4.4 M (14.4 FT)
 OS1063'NORTH-NORTHWEST OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS1063'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OS1063'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1063
 OS1063                          STATION RECOVERY (2012)
 OS1063
 OS1063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0940 ***********************************************************************
 OT0940  DESIGNATION -  26 T
 OT0940  PID         -  OT0940
 OT0940  STATE/COUNTY-  SD/SHANNON
 OT0940  COUNTRY     -  US
 OT0940  USGS QUAD   -  OGLALA (2017)
 OT0940
 OT0940                         *CURRENT SURVEY CONTROL
 OT0940  ______________________________________________________________________
 OT0940* NAD 83(1986) POSITION- 43 09 23.     (N) 102 41 37.     (W)   SCALED
 OT0940* NAVD 88 ORTHO HEIGHT -   931.873 (meters)     3057.32  (feet) ADJUSTED
 OT0940  ______________________________________________________________________
 OT0940  GEOID HEIGHT    -        -17.942 (meters)                     GEOID18
 OT0940  DYNAMIC HEIGHT  -        931.489 (meters)     3056.06  (feet) COMP
 OT0940  MODELED GRAVITY -    980,176.2   (mgal)                       NAVD 88
 OT0940
 OT0940  VERT ORDER      -  FIRST     CLASS II
 OT0940
 OT0940.The horizontal coordinates were scaled from a map and have
 OT0940.an estimated accuracy of +/- 6 seconds.
 OT0940
 OT0940.The orthometric height was determined by differential leveling and
 OT0940.adjusted by the NATIONAL GEODETIC SURVEY
 OT0940.in June 1994.
 OT0940
 OT0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0940.GEOID18 height accuracy estimate available here.
 OT0940
 OT0940.Click photographs - Photos may exist for this station.
 OT0940
 OT0940.The dynamic height is computed by dividing the NAVD 88
 OT0940.geopotential number by the normal gravity value computed on the
 OT0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0940.degrees latitude (g = 980.6199 gals.).
 OT0940
 OT0940.The modeled gravity was interpolated from observed gravity values.
 OT0940
 OT0940;                    North         East    Units  Estimated Accuracy
 OT0940;SPC SD S     -    94,160.      408,070.      MT  (+/- 180 meters Scaled)
 OT0940
 OT0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH875807(NAD 83)
 OT0940
 OT0940                          SUPERSEDED SURVEY CONTROL
 OT0940
 OT0940.No superseded survey control is available for this station.
 OT0940
 OT0940_MARKER: DD = SURVEY DISK
 OT0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0940_STAMPING: 26 T 1967 3056
 OT0940_MARK LOGO: USGS
 OT0940_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0940+STABILITY: SURFACE MOTION
 OT0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0940+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0940
 OT0940  HISTORY     - Date     Condition        Report By
 OT0940  HISTORY     - 1967     MONUMENTED       USGS
 OT0940  HISTORY     - 19930919 GOOD             NGS
 OT0940
 OT0940                          STATION DESCRIPTION
 OT0940
 OT0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0940'19.8 KM (12.30 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0940'OFFICE IN PINE RIDGE, 78.0 M (255.9 FT) NORTHWEST OF THE CENTER OF A
 OT0940'DIRT ROAD LEADING NORTHEAST, 21.0 M (68.9 FT) NORTHEAST OF THE
 OT0940'HIGHWAY CENTERLINE, 9.2 M (30.2 FT) EAST OF A UTILITY POLE WITH A
 OT0940'WITNESS SIGN ATTACHED, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OT0940'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 OT0940'0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0106 ***********************************************************************
 OT0106  DESIGNATION -  26 WHV 2961
 OT0106  PID         -  OT0106
 OT0106  STATE/COUNTY-  SD/PENNINGTON
 OT0106  COUNTRY     -  US
 OT0106  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0106
 OT0106                         *CURRENT SURVEY CONTROL
 OT0106  ______________________________________________________________________
 OT0106* NAD 83(1986) POSITION- 43 54 01.8    (N) 102 17 30.1    (W)   HD_HELD2
 OT0106* NAVD 88 ORTHO HEIGHT -   903.021 (meters)     2962.66  (feet) ADJUSTED
 OT0106  ______________________________________________________________________
 OT0106  GEOID HEIGHT    -        -18.855 (meters)                     GEOID18
 OT0106  DYNAMIC HEIGHT  -        902.730 (meters)     2961.71  (feet) COMP
 OT0106  MODELED GRAVITY -    980,266.3   (mgal)                       NAVD 88
 OT0106
 OT0106  VERT ORDER      -  SECOND    CLASS 0
 OT0106
 OT0106.The horizontal coordinates were established by autonomous hand held GPS
 OT0106.observations and have an estimated accuracy of +/- 10 meters.
 OT0106
 OT0106.The orthometric height was determined by differential leveling and
 OT0106.adjusted by the NATIONAL GEODETIC SURVEY
 OT0106.in June 1991.
 OT0106
 OT0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0106.GEOID18 height accuracy estimate available here.
 OT0106
 OT0106.Click photographs - Photos may exist for this station.
 OT0106
 OT0106.The dynamic height is computed by dividing the NAVD 88
 OT0106.geopotential number by the normal gravity value computed on the
 OT0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0106.degrees latitude (g = 980.6199 gals.).
 OT0106
 OT0106.The modeled gravity was interpolated from observed gravity values.
 OT0106
 OT0106;                    North         East    Units  Estimated Accuracy
 OT0106;SPC SD S     -   175,955.      442,692.      MT  (+/- 10 meters HH2 GPS)
 OT0106
 OT0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1750164387(NAD 83)
 OT0106
 OT0106                          SUPERSEDED SURVEY CONTROL
 OT0106
 OT0106  NGVD 29 (??/??/92)  902.557  (m)         2961.14   (f) ADJ UNCH    2 0
 OT0106
 OT0106.Superseded values are not recommended for survey control.
 OT0106
 OT0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0106.See file dsdata.pdf to determine how the superseded data were derived.
 OT0106
 OT0106_MARKER: DD = SURVEY DISK
 OT0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0106_STAMPING: 26 WHV 2961 1957
 OT0106_MARK LOGO: USGS
 OT0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0106+STABILITY: SURFACE MOTION
 OT0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0106+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 OT0106
 OT0106  HISTORY     - Date     Condition        Report By
 OT0106  HISTORY     - 1957     MONUMENTED       USGS
 OT0106  HISTORY     - 1962     GOOD             CGS
 OT0106  HISTORY     - 20060719 GOOD             GEOCAC
 OT0106  HISTORY     - 20071022 GOOD             GEOCAC
 OT0106
 OT0106                          STATION DESCRIPTION
 OT0106
 OT0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0106'12.4 MI SW FROM WALL.
 OT0106'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0106'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0106'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 3.75 MILES
 OT0106'NORTHWEST ALONG A GRAVELED ROAD IN SECTION 2, T 2 S, R 15 E,
 OT0106'0.2 MILE SOUTH OF THE CREST OF A SMALL HILL, 52 FEET NORTH-NORTHEAST
 OT0106'OF THE CENTER LINE OF THE ROAD, 7 FEET EAST OF A FENCE CORNER
 OT0106'POST, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 OT0106'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OT0106'PROJECTING 6-INCHES.
 OT0106
 OT0106                          STATION RECOVERY (2006)
 OT0106
 OT0106'RECOVERY NOTE BY GEOCACHING 2006 (AAM)
 OT0106'FOUND WHILE EXPLORING THE BADLANDS. MARK IS IN GOOD SHAPE ALTHOUGH IT
 OT0106'IS INTERESTING TO SEE THE INCHES OF EROSION THAT HAS OCCURRED SINCE IT
 OT0106'WAS PLACED. I TOOK 2 PHOTOS OF MARK, IF NEEDED.
 OT0106
 OT0106                          STATION RECOVERY (2007)
 OT0106
 OT0106'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0106'ALONG THE SAGE CREEK ROAD. THE FENCE AND WITNESS POST HAVE BEEN
 OT0106'REMOVED, AND THE MONUMENT IS SLIGHTLY ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7865 ***********************************************************************
 AC7865  CBN         -  This is a Cooperative Base Network Control Station.
 AC7865  DESIGNATION -  27 212.58
 AC7865  PID         -  AC7865
 AC7865  STATE/COUNTY-  SD/DAY
 AC7865  COUNTRY     -  US
 AC7865  USGS QUAD   -  LANGFORD (2017)
 AC7865
 AC7865                         *CURRENT SURVEY CONTROL
 AC7865  ______________________________________________________________________
 AC7865* NAD 83(2011) POSITION- 45 34 53.88158(N) 097 50 09.73274(W)   ADJUSTED
 AC7865* NAD 83(2011) ELLIP HT-   396.922 (meters)        (06/27/12)   ADJUSTED
 AC7865* NAD 83(2011) EPOCH   -  2010.00
 AC7865* NAVD 88 ORTHO HEIGHT -   421.9   (meters)     1384.    (feet) GPS OBS
 AC7865  ______________________________________________________________________
 AC7865  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7865  GEOID HEIGHT    -        -24.866 (meters)                     GEOID96
 AC7865  GEOID HEIGHT    -        -24.966 (meters)                     GEOID18
 AC7865  NAD 83(2011) X  -   -609,696.956 (meters)                     COMP
 AC7865  NAD 83(2011) Y  - -4,430,171.559 (meters)                     COMP
 AC7865  NAD 83(2011) Z  -  4,533,107.422 (meters)                     COMP
 AC7865  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 AC7865
 AC7865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7865  Standards:
 AC7865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7865  -------------------------------------------------------------------
 AC7865  NETWORK    0.92   2.57           0.41   0.33   1.31     -0.10219424
 AC7865  -------------------------------------------------------------------
 AC7865  Click here for local accuracies and other accuracy information.
 AC7865
 AC7865.The horizontal coordinates were established by GPS observations
 AC7865.and adjusted by the National Geodetic Survey in June 2012.
 AC7865
 AC7865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7865.been affixed to the stable North American tectonic plate. See 
 AC7865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7865
 AC7865.The horizontal coordinates are valid at the epoch date displayed above
 AC7865.which is a decimal equivalence of Year/Month/Day.
 AC7865
 AC7865.The orthometric height was determined by GPS observations and a
 AC7865.high-resolution geoid model.
 AC7865
 AC7865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7865.GEOID18 height accuracy estimate available here.
 AC7865
 AC7865.Click photographs - Photos may exist for this station.
 AC7865
 AC7865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7865
 AC7865.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7865
 AC7865.The ellipsoidal height was determined by GPS observations
 AC7865.and is referenced to NAD 83.
 AC7865
 AC7865. The following values were computed from the NAD 83(2011) position.
 AC7865
 AC7865;                    North         East     Units Scale Factor Converg.
 AC7865;SPC SD N     -   196,537.857   768,863.430   MT  0.99998196   +1 31 53.5
 AC7865;SPC SD N     -   644,807.95  2,522,512.77   sFT  0.99998196   +1 31 53.5
 AC7865;UTM  14      - 5,048,224.678   590,805.094   MT  0.99970137   +0 49 53.1
 AC7865
 AC7865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7865!SPC SD N     -   0.99993778  x   0.99998196  =   0.99991974
 AC7865!UTM  14      -   0.99993778  x   0.99970137  =   0.99963916
 AC7865
 AC7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9080548224(NAD 83)
 AC7865
 AC7865                          SUPERSEDED SURVEY CONTROL
 AC7865
 AC7865  NAD 83(2007)-  45 34 53.88153(N)    097 50 09.73359(W) AD(2002.00) 0
 AC7865  ELLIP H (02/10/07)  396.951  (m)                       GP(2002.00)    
 AC7865  ELLIP H (04/15/04)  396.979  (m)                       GP(       ) 2 1
 AC7865  NAD 83(1996)-  45 34 53.88093(N)    097 50 09.73308(W) AD(       ) B
 AC7865  ELLIP H (04/18/97)  396.993  (m)                       GP(       ) 4 1
 AC7865
 AC7865.Superseded values are not recommended for survey control.
 AC7865
 AC7865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7865.See file dsdata.pdf to determine how the superseded data were derived.
 AC7865
 AC7865_MARKER: Z = SEE DESCRIPTION
 AC7865_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7865_STAMPING: 27-212.58 1995
 AC7865_MARK LOGO: NGS
 AC7865_PROJECTION: FLUSH
 AC7865_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7865+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 AC7865_ROD/PIPE-DEPTH: 6.4 meters
 AC7865_SLEEVE-DEPTH  : 1.8 meters
 AC7865
 AC7865  HISTORY     - Date     Condition        Report By
 AC7865  HISTORY     - 1995     MONUMENTED       SDDT
 AC7865  HISTORY     - 19960924 GOOD             SDDT
 AC7865  HISTORY     - 20230913 GOOD             SDDT
 AC7865
 AC7865                          STATION DESCRIPTION
 AC7865
 AC7865'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7865'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF PIERPOINT AND
 AC7865'0.75 MI (1.21 KM) SOUTH OF THE DAY/MARSHALL COUNTY LINE, ON STATE
 AC7865'HIGHWAY 27.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7865'STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND THE MAIN ROAD INTO
 AC7865'LANGFORD, GO SOUTH ALONG STATE HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE
 AC7865'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7865'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7865'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 69.0 FT (21.0 M) WEST OF THE
 AC7865'CENTER OF THE HIGHWAY, 31.0 FT (9.4 M) SOUTH OF THE CENTER OF A FIELD
 AC7865'ENTRANCE, 21.0 FT (6.4 M) WEST OF THE CENTER OF THE SOUTH END OF A
 AC7865'CULVERT UNDER THE FIELD ENTRANCE ROAD, 1.0 FT (0.3 M) EAST OF A
 AC7865'WITNESS POST, AND 1.0 FT (0.3 M) WEST OF METAL GUARD POST.
 AC7865'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7865'A 4-INCH PVC CAP.
 AC7865
 AC7865                          STATION RECOVERY (2023)
 AC7865
 AC7865'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AC7865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0167 ***********************************************************************
 PR0167  DESIGNATION -  27 A
 PR0167  PID         -  PR0167
 PR0167  STATE/COUNTY-  SD/MOODY
 PR0167  COUNTRY     -  US
 PR0167  USGS QUAD   -  FLANDREAU NE (2017)
 PR0167
 PR0167                         *CURRENT SURVEY CONTROL
 PR0167  ______________________________________________________________________
 PR0167* NAD 83(1986) POSITION- 44 08 23.     (N) 096 35 13.     (W)   SCALED
 PR0167* NAVD 88 ORTHO HEIGHT -   503.459 (meters)     1651.77  (feet) ADJUSTED
 PR0167  ______________________________________________________________________
 PR0167  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 PR0167  DYNAMIC HEIGHT  -        503.347 (meters)     1651.40  (feet) COMP
 PR0167  MODELED GRAVITY -    980,380.7   (mgal)                       NAVD 88
 PR0167
 PR0167  VERT ORDER      -  SECOND    CLASS 0
 PR0167
 PR0167.The horizontal coordinates were scaled from a map and have
 PR0167.an estimated accuracy of +/- 6 seconds.
 PR0167
 PR0167.The orthometric height was determined by differential leveling and
 PR0167.adjusted by the NATIONAL GEODETIC SURVEY
 PR0167.in June 1991.
 PR0167
 PR0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0167.GEOID18 height accuracy estimate available here.
 PR0167
 PR0167.Click photographs - Photos may exist for this station.
 PR0167
 PR0167.The dynamic height is computed by dividing the NAVD 88
 PR0167.geopotential number by the normal gravity value computed on the
 PR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0167.degrees latitude (g = 980.6199 gals.).
 PR0167
 PR0167.The modeled gravity was interpolated from observed gravity values.
 PR0167
 PR0167;                    North         East    Units  Estimated Accuracy
 PR0167;SPC SD S     -   207,440.      899,660.      MT  (+/- 180 meters Scaled)
 PR0167
 PR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP930902(NAD 83)
 PR0167
 PR0167                          SUPERSEDED SURVEY CONTROL
 PR0167
 PR0167  NGVD 29 (??/??/92)  503.201  (m)         1650.92   (f) ADJ UNCH    2 0
 PR0167
 PR0167.Superseded values are not recommended for survey control.
 PR0167
 PR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0167.See file dsdata.pdf to determine how the superseded data were derived.
 PR0167
 PR0167_MARKER: DD = SURVEY DISK
 PR0167_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0167_STAMPING: 27 A
 PR0167_MARK LOGO: CGS+SS
 PR0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0167
 PR0167  HISTORY     - Date     Condition        Report By
 PR0167  HISTORY     - 1934     MONUMENTED       SDGS
 PR0167  HISTORY     - 1949     GOOD             CGS
 PR0167
 PR0167                          STATION DESCRIPTION
 PR0167
 PR0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0167'7 MI N FROM FLANDREAU.
 PR0167'6.95 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0167'FLANDREAU, 3.85 MILES SOUTH OF THE COUNTY LINE, 0.15 MILE NORTH
 PR0167'OF A ROAD INTERSECTION, 130 YARDS (PACED) SOUTH OF A POINT WHERE
 PR0167'THE HIGHWAY PASSES OVE THE CREST OF A HILL, 138.5 FEET EAST OF
 PR0167'THE CENTER LINE OF THE HIGHWAY, 1.1 FEET SOUTH OF A REFERENCE
 PR0167'POST, ON TOP OF A KNOLL, AND SET IN THE TOP OF A CONCRETE POST
 PR0167'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1061 ***********************************************************************
 OS1061  DESIGNATION -  27 SJS RESET
 OS1061  PID         -  OS1061
 OS1061  STATE/COUNTY-  SD/BENNETT
 OS1061  COUNTRY     -  US
 OS1061  USGS QUAD   -  SWETT NE (2017)
 OS1061
 OS1061                         *CURRENT SURVEY CONTROL
 OS1061  ______________________________________________________________________
 OS1061* NAD 83(1986) POSITION- 43 10 22.     (N) 101 51 05.     (W)   SCALED
 OS1061* NAVD 88 ORTHO HEIGHT -  1023.268 (meters)     3357.17  (feet) ADJUSTED
 OS1061  ______________________________________________________________________
 OS1061  GEOID HEIGHT    -        -19.436 (meters)                     GEOID18
 OS1061  DYNAMIC HEIGHT  -       1022.831 (meters)     3355.74  (feet) COMP
 OS1061  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 OS1061
 OS1061  VERT ORDER      -  FIRST     CLASS II
 OS1061
 OS1061.The horizontal coordinates were scaled from a map and have
 OS1061.an estimated accuracy of +/- 6 seconds.
 OS1061
 OS1061.The orthometric height was determined by differential leveling and
 OS1061.adjusted by the NATIONAL GEODETIC SURVEY
 OS1061.in June 1994.
 OS1061
 OS1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1061.GEOID18 height accuracy estimate available here.
 OS1061
 OS1061.Click photographs - Photos may exist for this station.
 OS1061
 OS1061.The dynamic height is computed by dividing the NAVD 88
 OS1061.geopotential number by the normal gravity value computed on the
 OS1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1061.degrees latitude (g = 980.6199 gals.).
 OS1061
 OS1061.The modeled gravity was interpolated from observed gravity values.
 OS1061
 OS1061;                    North         East    Units  Estimated Accuracy
 OS1061;SPC SD S     -    94,380.      476,580.      MT  (+/- 180 meters Scaled)
 OS1061
 OS1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN682839(NAD 83)
 OS1061
 OS1061                          SUPERSEDED SURVEY CONTROL
 OS1061
 OS1061.No superseded survey control is available for this station.
 OS1061
 OS1061_MARKER: DD = SURVEY DISK
 OS1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1061_STAMPING: 27 SJS RESET 1988
 OS1061_MARK LOGO: USGS
 OS1061_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1061+STABILITY: SURFACE MOTION
 OS1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1061+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1061
 OS1061  HISTORY     - Date     Condition        Report By
 OS1061  HISTORY     - 1988     MONUMENTED       USGS
 OS1061  HISTORY     - 19930929 GOOD             NGS
 OS1061  HISTORY     - 20121203 GOOD             INDIV
 OS1061
 OS1061                          STATION DESCRIPTION
 OS1061
 OS1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1061'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1061'STATE HIGHWAY 73 IN MARTIN, 37.8 M (124.0 FT) NORTH OF THE HIGHWAY
 OS1061'CENTERLINE, 10.7 M (35.1 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 OS1061'NORTH, 2.3 M (7.5 FT) SOUTHEAST OF A FENCE CORNER, 2.0 M (6.6 FT)
 OS1061'BELOW THE LEVEL OF THE HIGHWAY, 1.9 M (6.2 FT) SOUTH OF A UTILITY
 OS1061'POLE WITH LINES CROSSING THE HIGHWAY, 1.5 M (4.9 FT) SOUTH OF A
 OS1061'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OS1061'ABOVE THE GROUND SURFACE.
 OS1061
 OS1061                          STATION RECOVERY (2012)
 OS1061
 OS1061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7980 ***********************************************************************
 AC7980  CBN         -  This is a Cooperative Base Network Control Station.
 AC7980  DESIGNATION -  271 191.99
 AC7980  PID         -  AC7980
 AC7980  STATE/COUNTY-  SD/CAMPBELL
 AC7980  COUNTRY     -  US
 AC7980  USGS QUAD   -  MUTSKE LAKE (2017)
 AC7980
 AC7980                         *CURRENT SURVEY CONTROL
 AC7980  ______________________________________________________________________
 AC7980* NAD 83(2011) POSITION- 45 47 46.93369(N) 099 48 01.49907(W)   ADJUSTED
 AC7980* NAD 83(2011) ELLIP HT-   540.241 (meters)        (06/27/12)   ADJUSTED
 AC7980* NAD 83(2011) EPOCH   -  2010.00
 AC7980* NAVD 88 ORTHO HEIGHT -   562.6   (meters)     1846.    (feet) GPS OBS
 AC7980  ______________________________________________________________________
 AC7980  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7980  GEOID HEIGHT    -        -22.260 (meters)                     GEOID96
 AC7980  GEOID HEIGHT    -        -22.530 (meters)                     GEOID18
 AC7980  NAD 83(2011) X  -   -758,306.682 (meters)                     COMP
 AC7980  NAD 83(2011) Y  - -4,389,937.227 (meters)                     COMP
 AC7980  NAD 83(2011) Z  -  4,549,883.522 (meters)                     COMP
 AC7980  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 AC7980
 AC7980  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7980  Standards:
 AC7980         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7980            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7980  -------------------------------------------------------------------
 AC7980  NETWORK    1.03   3.08           0.48   0.33   1.57     -0.06477263
 AC7980  -------------------------------------------------------------------
 AC7980  Click here for local accuracies and other accuracy information.
 AC7980
 AC7980.The horizontal coordinates were established by GPS observations
 AC7980.and adjusted by the National Geodetic Survey in June 2012.
 AC7980
 AC7980.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7980.been affixed to the stable North American tectonic plate. See 
 AC7980.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7980
 AC7980.The horizontal coordinates are valid at the epoch date displayed above
 AC7980.which is a decimal equivalence of Year/Month/Day.
 AC7980
 AC7980.The orthometric height was determined by GPS observations and a
 AC7980.high-resolution geoid model.
 AC7980
 AC7980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7980.GEOID18 height accuracy estimate available here.
 AC7980
 AC7980.Click photographs - Photos may exist for this station.
 AC7980
 AC7980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7980
 AC7980.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7980
 AC7980.The ellipsoidal height was determined by GPS observations
 AC7980.and is referenced to NAD 83.
 AC7980
 AC7980. The following values were computed from the NAD 83(2011) position.
 AC7980
 AC7980;                    North         East     Units Scale Factor Converg.
 AC7980;SPC SD N     -   218,166.989   615,517.372   MT  1.00002378   +0 08 28.5
 AC7980;SPC SD N     -   715,769.53  2,019,409.91   sFT  1.00002378   +0 08 28.5
 AC7980;UTM  14      - 5,071,734.747   437,794.996   MT  0.99964757   -0 34 25.7
 AC7980
 AC7980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7980!SPC SD N     -   0.99991531  x   1.00002378  =   0.99993909
 AC7980!UTM  14      -   0.99991531  x   0.99964757  =   0.99956291
 AC7980
 AC7980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3779471734(NAD 83)
 AC7980
 AC7980                          SUPERSEDED SURVEY CONTROL
 AC7980
 AC7980  NAD 83(2007)-  45 47 46.93370(N)    099 48 01.49985(W) AD(2002.00) 0
 AC7980  ELLIP H (02/10/07)  540.270  (m)                       GP(2002.00)    
 AC7980  ELLIP H (04/15/04)  540.277  (m)                       GP(       ) 2 1
 AC7980  NAD 83(1996)-  45 47 46.93309(N)    099 48 01.49936(W) AD(       ) B
 AC7980  ELLIP H (04/18/97)  540.323  (m)                       GP(       ) 4 1
 AC7980
 AC7980.Superseded values are not recommended for survey control.
 AC7980
 AC7980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7980.See file dsdata.pdf to determine how the superseded data were derived.
 AC7980
 AC7980_MARKER: Z = SEE DESCRIPTION
 AC7980_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7980_STAMPING: 271-191.99 1995
 AC7980_MARK LOGO: NGS
 AC7980_PROJECTION: FLUSH
 AC7980_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7980+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2013
 AC7980_ROD/PIPE-DEPTH: 6.4 meters
 AC7980_SLEEVE-DEPTH  : 1.8 meters
 AC7980
 AC7980  HISTORY     - Date     Condition        Report By
 AC7980  HISTORY     - 1995     MONUMENTED       SDDT
 AC7980  HISTORY     - 19960814 GOOD             NGS
 AC7980  HISTORY     - 20130906 GOOD             INDIV
 AC7980
 AC7980                          STATION DESCRIPTION
 AC7980
 AC7980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7980'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTHEAST OF MOUND CITY
 AC7980'AND 6.0 MI (9.7 KM) SOUTH OF ARTAS, ON STATE HIGHWAY 271.
 AC7980'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7980'JUNCTION OF STATE HIGHWAYS 10 AND 271, 8.0 MI (12.9 KM) SOUTH OF
 AC7980'ARTAS, GO NORTH ON STATE HIGHWAY 271 FOR 2.0 MI (3.2 KM) TO THE
 AC7980'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7980'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7980'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 59.2 FT (18.0 M) EAST OF THE
 AC7980'HIGHWAY CENTERLINE, 17.4 FT (5.3 M) NORTH OF THE CENTER OF A TRACK
 AC7980'ROAD, 8.0 FT (2.4 M) EAST OF A FENCE CORNER, 2.0 FT (0.6 M) SOUTH OF A
 AC7980'FENCE LINE, 1.5 FT (0.5 M) EAST OF A METAL GUARD POST, AND 1.3 FT (0.4
 AC7980'M) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AC7980'A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.  THE RIVET HAS 2 PUNCH
 AC7980'POINTS.  THE ONE OCCUPIED IS NORTHEAST OF THE CENTER OF THE RIVET.
 AC7980
 AC7980                          STATION RECOVERY (2013)
 AC7980
 AC7980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BJJ)
 AC7980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0073 ***********************************************************************
 OT0073  DESIGNATION -  2711 55 56 SIH
 OT0073  PID         -  OT0073
 OT0073  STATE/COUNTY-  SD/PENNINGTON
 OT0073  COUNTRY     -  US
 OT0073  USGS QUAD   -  WALL SW (2017)
 OT0073
 OT0073                         *CURRENT SURVEY CONTROL
 OT0073  ______________________________________________________________________
 OT0073* NAD 83(1986) POSITION- 43 48 06.     (N) 102 07 56.     (W)   SCALED
 OT0073* NAVD 88 ORTHO HEIGHT -   827.019 (meters)     2713.31  (feet) ADJUSTED
 OT0073  ______________________________________________________________________
 OT0073  GEOID HEIGHT    -        -19.413 (meters)                     GEOID18
 OT0073  DYNAMIC HEIGHT  -        826.748 (meters)     2712.42  (feet) COMP
 OT0073  MODELED GRAVITY -    980,263.0   (mgal)                       NAVD 88
 OT0073
 OT0073  VERT ORDER      -  SECOND    CLASS 0
 OT0073
 OT0073.The horizontal coordinates were scaled from a map and have
 OT0073.an estimated accuracy of +/- 6 seconds.
 OT0073
 OT0073.The orthometric height was determined by differential leveling and
 OT0073.adjusted by the NATIONAL GEODETIC SURVEY
 OT0073.in June 1991.
 OT0073
 OT0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0073.GEOID18 height accuracy estimate available here.
 OT0073
 OT0073.Click photographs - Photos may exist for this station.
 OT0073
 OT0073.The dynamic height is computed by dividing the NAVD 88
 OT0073.geopotential number by the normal gravity value computed on the
 OT0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0073.degrees latitude (g = 980.6199 gals.).
 OT0073
 OT0073.The modeled gravity was interpolated from observed gravity values.
 OT0073
 OT0073;                    North         East    Units  Estimated Accuracy
 OT0073;SPC SD S     -   164,690.      455,260.      MT  (+/- 180 meters Scaled)
 OT0073
 OT0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ306538(NAD 83)
 OT0073
 OT0073                          SUPERSEDED SURVEY CONTROL
 OT0073
 OT0073  NGVD 29 (??/??/92)  826.552  (m)         2711.78   (f) ADJ UNCH    2 0
 OT0073
 OT0073.Superseded values are not recommended for survey control.
 OT0073
 OT0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0073.See file dsdata.pdf to determine how the superseded data were derived.
 OT0073
 OT0073_MARKER: DD = SURVEY DISK
 OT0073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0073_SP_SET: FLOOD BOX
 OT0073_STAMPING: 2711 55 56 SIH
 OT0073_MARK LOGO: BPR
 OT0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0073+STABILITY: SURFACE MOTION
 OT0073
 OT0073  HISTORY     - Date     Condition        Report By
 OT0073  HISTORY     - UNK      MONUMENTED       BPR
 OT0073  HISTORY     - 1962     GOOD             CGS
 OT0073
 OT0073                          STATION DESCRIPTION
 OT0073
 OT0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0073'12.4 MI NW FROM INTERIOR.
 OT0073'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL,
 OT0073'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 4.7
 OT0073'MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.95 MILES
 OT0073'NORTHWEST ALONG U.S. HIGHWAY 16A OR ABOUT 0.2 MILE SOUTH
 OT0073'ALONG MAIN STREET FROM THE POST OFFICE AT WALL, THENCE 0.2
 OT0073'MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE 17.4 MILES
 OT0073'SOUTHEAST ALONG U.S. HIGHWAY 16A, 0.3 MILE EAST OF AN ASPHALT
 OT0073'PARKING AREA, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OT0073'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF THE EAST
 OT0073'SIDE OF A 2 1/2 FEET X 2 1/2 FEET SQUARE CONCRETE FLOOD BOX.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7978 ***********************************************************************
 AC7978  FBN         -  This is a Federal Base Network Control Station.
 AC7978  DESIGNATION -  28 291.20
 AC7978  PID         -  AC7978
 AC7978  STATE/COUNTY-  SD/SPINK
 AC7978  COUNTRY     -  US
 AC7978  USGS QUAD   -  BLOOMFIELD (2017)
 AC7978
 AC7978                         *CURRENT SURVEY CONTROL
 AC7978  ______________________________________________________________________
 AC7978* NAD 83(2011) POSITION- 44 37 55.86919(N) 098 04 26.33710(W)   ADJUSTED
 AC7978* NAD 83(2011) ELLIP HT-   385.730 (meters)        (06/27/12)   ADJUSTED
 AC7978* NAD 83(2011) EPOCH   -  2010.00
 AC7978* NAVD 88 ORTHO HEIGHT -   410.3   (meters)     1346.    (feet) GPS OBS
 AC7978  ______________________________________________________________________
 AC7978  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7978  GEOID HEIGHT    -        -24.508 (meters)                     GEOID96
 AC7978  GEOID HEIGHT    -        -24.540 (meters)                     GEOID18
 AC7978  NAD 83(2011) X  -   -638,588.045 (meters)                     COMP
 AC7978  NAD 83(2011) Y  - -4,501,606.309 (meters)                     COMP
 AC7978  NAD 83(2011) Z  -  4,458,624.187 (meters)                     COMP
 AC7978  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 AC7978
 AC7978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7978  Standards:
 AC7978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7978  -------------------------------------------------------------------
 AC7978  NETWORK    0.68   1.47           0.32   0.22   0.75     -0.07544673
 AC7978  -------------------------------------------------------------------
 AC7978  Click here for local accuracies and other accuracy information.
 AC7978
 AC7978.The horizontal coordinates were established by GPS observations
 AC7978.and adjusted by the National Geodetic Survey in June 2012.
 AC7978
 AC7978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7978.been affixed to the stable North American tectonic plate. See 
 AC7978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7978
 AC7978.The horizontal coordinates are valid at the epoch date displayed above
 AC7978.which is a decimal equivalence of Year/Month/Day.
 AC7978
 AC7978.The orthometric height was determined by GPS observations and a
 AC7978.high-resolution geoid model.
 AC7978
 AC7978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7978.GEOID18 height accuracy estimate available here.
 AC7978
 AC7978.Click photographs - Photos may exist for this station.
 AC7978
 AC7978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7978
 AC7978.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7978
 AC7978.The ellipsoidal height was determined by GPS observations
 AC7978.and is referenced to NAD 83.
 AC7978
 AC7978. The following values were computed from the NAD 83(2011) position.
 AC7978
 AC7978;                    North         East     Units Scale Factor Converg.
 AC7978;SPC SD N     -    90,588.031   752,809.170   MT  0.99996569   +1 21 47.2
 AC7978;SPC SD N     -   297,204.23  2,469,841.42   sFT  0.99996569   +1 21 47.2
 AC7978;UTM  14      - 4,942,509.254   573,449.825   MT  0.99966634   +0 39 02.2
 AC7978
 AC7978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7978!SPC SD N     -   0.99993952  x   0.99996569  =   0.99990522
 AC7978!UTM  14      -   0.99993952  x   0.99966634  =   0.99960588
 AC7978
 AC7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7344942509(NAD 83)
 AC7978
 AC7978                          SUPERSEDED SURVEY CONTROL
 AC7978
 AC7978  NAD 83(2007)-  44 37 55.86917(N)    098 04 26.33802(W) AD(2002.00) 0
 AC7978  ELLIP H (02/10/07)  385.761  (m)                       GP(2002.00)    
 AC7978  ELLIP H (06/23/03)  385.762  (m)                       GP(       ) 3 1
 AC7978  NAD 83(1996)-  44 37 55.86880(N)    098 04 26.33749(W) AD(       ) B
 AC7978  ELLIP H (04/18/97)  385.808  (m)                       GP(       ) 4 1
 AC7978
 AC7978.Superseded values are not recommended for survey control.
 AC7978
 AC7978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7978.See file dsdata.pdf to determine how the superseded data were derived.
 AC7978
 AC7978_MARKER: Z = SEE DESCRIPTION
 AC7978_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7978_STAMPING: 28-291.20 1995
 AC7978_MARK LOGO: NGS
 AC7978_PROJECTION: FLUSH
 AC7978_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7978+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 AC7978_ROD/PIPE-DEPTH: 6.40 meters
 AC7978_SLEEVE-DEPTH  : 1.80 meters
 AC7978
 AC7978  HISTORY     - Date     Condition        Report By
 AC7978  HISTORY     - 1995     MONUMENTED       SDDT
 AC7978  HISTORY     - 19960928 GOOD             NGS
 AC7978  HISTORY     - 20020528 GOOD             SDDT
 AC7978  HISTORY     - 20071002 GOOD             WAPA
 AC7978
 AC7978                          STATION DESCRIPTION
 AC7978
 AC7978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7978'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) EAST OF HITCHCOCK AND
 AC7978'5.0 MI (8.0 KM) WEST OF THE SPINK/CLARK COUNTY LINE, ON STATE HIGHWAY
 AC7978'28.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 AC7978'THE JUNCTION OF STATE HIGHWAY 28 AND CLARK COUNTY ROAD 47 IN WILLOW
 AC7978'LAKE, GO WEST ON STATE HIGHWAY 28 FOR 21.95 MI (35.32 KM) TO THE
 AC7978'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7978'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7978'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 1.2 MI (1.9 KM) EAST OF SPINK
 AC7978'COUNTY ROAD 3 LEADING TO DOLAND, 79.3 FT (24.2 M) NORTH OF THE HIGHWAY
 AC7978'CENTERLINE, 32.0 FT (9.8 M) NORTH OF THE CENTER OF THE WEST END OF A
 AC7978'CULVERT UNDER A FIELD ENTRANCE ROAD, 24.0 FT (7.3 M) WEST OF THE ROAD
 AC7978'CENTER, 19.0 FT (5.8 M) SOUTH OF A WITNESS POST AND FENCE.
 AC7978'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THE A
 AC7978'4-INCH PVC CAP.
 AC7978
 AC7978                          STATION RECOVERY (2002)
 AC7978
 AC7978'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7978'RECOVERED AS DESCRIBED
 AC7978'
 AC7978
 AC7978                          STATION RECOVERY (2007)
 AC7978
 AC7978'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 AC7978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7858 ***********************************************************************
 AC7858  CBN         -  This is a Cooperative Base Network Control Station.
 AC7858  DESIGNATION -  28 308.95
 AC7858  PID         -  AC7858
 AC7858  STATE/COUNTY-  SD/CLARK
 AC7858  COUNTRY     -  US
 AC7858  USGS QUAD   -  WILLOW LAKE (2017)
 AC7858
 AC7858                         *CURRENT SURVEY CONTROL
 AC7858  ______________________________________________________________________
 AC7858* NAD 83(2011) POSITION- 44 37 51.03464(N) 097 42 56.02115(W)   ADJUSTED
 AC7858* NAD 83(2011) ELLIP HT-   529.937 (meters)        (06/27/12)   ADJUSTED
 AC7858* NAD 83(2011) EPOCH   -  2010.00
 AC7858* NAVD 88 ORTHO HEIGHT -   554.6   (meters)     1820.    (feet) GPS OBS
 AC7858  ______________________________________________________________________
 AC7858  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7858  GEOID HEIGHT    -        -24.579 (meters)                     GEOID96
 AC7858  GEOID HEIGHT    -        -24.627 (meters)                     GEOID18
 AC7858  NAD 83(2011) X  -   -610,443.213 (meters)                     COMP
 AC7858  NAD 83(2011) Y  - -4,505,718.567 (meters)                     COMP
 AC7858  NAD 83(2011) Z  -  4,458,619.291 (meters)                     COMP
 AC7858  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 AC7858
 AC7858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7858  Standards:
 AC7858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7858  -------------------------------------------------------------------
 AC7858  NETWORK    1.06   3.08           0.50   0.33   1.57     -0.08466026
 AC7858  -------------------------------------------------------------------
 AC7858  Click here for local accuracies and other accuracy information.
 AC7858
 AC7858.The horizontal coordinates were established by GPS observations
 AC7858.and adjusted by the National Geodetic Survey in June 2012.
 AC7858
 AC7858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7858.been affixed to the stable North American tectonic plate. See 
 AC7858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7858
 AC7858.The horizontal coordinates are valid at the epoch date displayed above
 AC7858.which is a decimal equivalence of Year/Month/Day.
 AC7858
 AC7858.The orthometric height was determined by GPS observations and a
 AC7858.high-resolution geoid model.
 AC7858
 AC7858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7858.GEOID18 height accuracy estimate available here.
 AC7858
 AC7858.Click photographs - Photos may exist for this station.
 AC7858
 AC7858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7858
 AC7858.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7858
 AC7858.The ellipsoidal height was determined by GPS observations
 AC7858.and is referenced to NAD 83.
 AC7858
 AC7858. The following values were computed from the NAD 83(2011) position.
 AC7858
 AC7858;                    North         East     Units Scale Factor Converg.
 AC7858;SPC SD N     -    91,178.338   781,243.358   MT  0.99996587   +1 37 00.4
 AC7858;SPC SD N     -   299,140.93  2,563,129.25   sFT  0.99996587   +1 37 00.4
 AC7858;UTM  14      - 4,942,745.408   601,881.468   MT  0.99972764   +0 54 08.8
 AC7858
 AC7858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7858!SPC SD N     -   0.99991692  x   0.99996587  =   0.99988279
 AC7858!UTM  14      -   0.99991692  x   0.99972764  =   0.99964458
 AC7858
 AC7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0188142745(NAD 83)
 AC7858
 AC7858                          SUPERSEDED SURVEY CONTROL
 AC7858
 AC7858  NAD 83(2007)-  44 37 51.03459(N)    097 42 56.02202(W) AD(2002.00) 0
 AC7858  ELLIP H (02/10/07)  529.969  (m)                       GP(2002.00)    
 AC7858  ELLIP H (04/15/04)  529.982  (m)                       GP(       ) 2 1
 AC7858  NAD 83(1996)-  44 37 51.03409(N)    097 42 56.02144(W) AD(       ) B
 AC7858  ELLIP H (04/18/97)  530.004  (m)                       GP(       ) 4 1
 AC7858
 AC7858.Superseded values are not recommended for survey control.
 AC7858
 AC7858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7858.See file dsdata.pdf to determine how the superseded data were derived.
 AC7858
 AC7858_MARKER: Z = SEE DESCRIPTION
 AC7858_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AC7858_STAMPING: 28-308.95 1995
 AC7858_MARK LOGO: NGS
 AC7858_PROJECTION: RECESSED 12 CENTIMETERS
 AC7858_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7858+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AC7858_ROD/PIPE-DEPTH: 6.4 meters
 AC7858
 AC7858  HISTORY     - Date     Condition        Report By
 AC7858  HISTORY     - 1995     MONUMENTED       SDDT
 AC7858  HISTORY     - 19960711 GOOD             NGS
 AC7858
 AC7858                          STATION DESCRIPTION
 AC7858
 AC7858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7858'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTH OF CLARK AND 4.0
 AC7858'MI (6.4 KM) WEST OF WILLOW LAKE, NEAR THE JUNCTION OF STATE HIGHWAY 28
 AC7858'AND COUNTY ROAD 15.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC7858'HIGHWAY 28 AND COUNTY ROAD 47 IN WILLOW LAKE, GO WEST ON HIGHWAY 28
 AC7858'FOR 4.05 MI (6.52 KM) TO THE JUNCTION OF COUNTY ROAD 15 SOUTH AND THE
 AC7858'STATION ON LEFT.  THE STATION IS A PUNCH POINT ON THE TOP OF A
 AC7858'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7858'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 75.0 FT (22.9 M) SOUTH OF THE
 AC7858'CENTERLINE OF HIGHWAY 28, 56.0 FT (17.1 M) WEST FROM THE CENTER OF
 AC7858'COUNTY ROAD 15, 1.5 FT (0.5 M) NORTH OF A WITNESS POST, AND 1.5 FT
 AC7858'(0.5 M) SOUTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT
 AC7858'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7897 ***********************************************************************
 AC7897  CBN         -  This is a Cooperative Base Network Control Station.
 AC7897  DESIGNATION -  28 330.20
 AC7897  PID         -  AC7897
 AC7897  STATE/COUNTY-  SD/HAMLIN
 AC7897  COUNTRY     -  US
 AC7897  USGS QUAD   -  GERTSON SLOUGH (2017)
 AC7897
 AC7897                         *CURRENT SURVEY CONTROL
 AC7897  ______________________________________________________________________
 AC7897* NAD 83(2011) POSITION- 44 35 14.18374(N) 097 20 46.81511(W)   ADJUSTED
 AC7897* NAD 83(2011) ELLIP HT-   511.854 (meters)        (06/27/12)   ADJUSTED
 AC7897* NAD 83(2011) EPOCH   -  2010.00
 AC7897* NAVD 88 ORTHO HEIGHT -   536.7   (meters)     1761.    (feet) GPS OBS
 AC7897  ______________________________________________________________________
 AC7897  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7897  GEOID HEIGHT    -        -24.774 (meters)                     GEOID96
 AC7897  GEOID HEIGHT    -        -24.827 (meters)                     GEOID18
 AC7897  NAD 83(2011) X  -   -581,828.262 (meters)                     COMP
 AC7897  NAD 83(2011) Y  - -4,512,918.505 (meters)                     COMP
 AC7897  NAD 83(2011) Z  -  4,455,159.470 (meters)                     COMP
 AC7897  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 AC7897
 AC7897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7897  Standards:
 AC7897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7897  -------------------------------------------------------------------
 AC7897  NETWORK    0.80   2.41           0.37   0.26   1.23     -0.11323135
 AC7897  -------------------------------------------------------------------
 AC7897  Click here for local accuracies and other accuracy information.
 AC7897
 AC7897.The horizontal coordinates were established by GPS observations
 AC7897.and adjusted by the National Geodetic Survey in June 2012.
 AC7897
 AC7897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7897.been affixed to the stable North American tectonic plate. See 
 AC7897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7897
 AC7897.The horizontal coordinates are valid at the epoch date displayed above
 AC7897.which is a decimal equivalence of Year/Month/Day.
 AC7897
 AC7897.The orthometric height was determined by GPS observations and a
 AC7897.high-resolution geoid model.
 AC7897
 AC7897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7897.GEOID18 height accuracy estimate available here.
 AC7897
 AC7897.Click photographs - Photos may exist for this station.
 AC7897
 AC7897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7897
 AC7897.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7897
 AC7897.The ellipsoidal height was determined by GPS observations
 AC7897.and is referenced to NAD 83.
 AC7897
 AC7897. The following values were computed from the NAD 83(2011) position.
 AC7897
 AC7897;                    North         East     Units Scale Factor Converg.
 AC7897;SPC SD N     -    87,232.838   810,685.845   MT  0.99997169   +1 52 41.2
 AC7897;SPC SD N     -   286,196.40  2,659,725.14   sFT  0.99997169   +1 52 41.2
 AC7897;UTM  14      - 4,938,433.328   631,266.477   MT  0.99981190   +1 09 39.7
 AC7897
 AC7897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7897!SPC SD N     -   0.99991975  x   0.99997169  =   0.99989144
 AC7897!UTM  14      -   0.99991975  x   0.99981190  =   0.99973167
 AC7897
 AC7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3126638433(NAD 83)
 AC7897
 AC7897                          SUPERSEDED SURVEY CONTROL
 AC7897
 AC7897  NAD 83(2007)-  44 35 14.18368(N)    097 20 46.81602(W) AD(2002.00) 0
 AC7897  ELLIP H (02/10/07)  511.889  (m)                       GP(2002.00)    
 AC7897  ELLIP H (04/15/04)  511.900  (m)                       GP(       ) 2 1
 AC7897  NAD 83(1996)-  44 35 14.18316(N)    097 20 46.81537(W) AD(       ) B
 AC7897  ELLIP H (04/18/97)  511.916  (m)                       GP(       ) 4 1
 AC7897
 AC7897.Superseded values are not recommended for survey control.
 AC7897
 AC7897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7897.See file dsdata.pdf to determine how the superseded data were derived.
 AC7897
 AC7897_MARKER: Z = SEE DESCRIPTION
 AC7897_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7897_STAMPING: 28-330.20 1995
 AC7897_MARK LOGO: NGS
 AC7897_PROJECTION: PROJECTING 3 CENTIMETERS
 AC7897_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7897+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 AC7897_ROD/PIPE-DEPTH: 6.4 meters
 AC7897_SLEEVE-DEPTH  : 1.8 meters
 AC7897
 AC7897  HISTORY     - Date     Condition        Report By
 AC7897  HISTORY     - 1995     MONUMENTED       SDDT
 AC7897  HISTORY     - 19960620 GOOD             NGS
 AC7897
 AC7897                          STATION DESCRIPTION
 AC7897
 AC7897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7897'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF BRYANT AND 6.0 MI
 AC7897'(9.7 KM) WEST OF LAKE NORDEN, ON STATE HIGHWAY 28.  OWNERSHIP--THE
 AC7897'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF MAIN
 AC7897'AND HILL STREETS, 1/2 BLOCK EAST OF THE POST OFFICE, IN BRYANT, GO
 AC7897'SOUTH ON HILL STREET FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF STATE
 AC7897'HIGHWAY 28, TURN LEFT AND GO EAST ON STATE HIGHWAY 28 FOR 6.1 MI (9.8
 AC7897'KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP
 AC7897'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 AC7897'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 350.0 M (1148.3 FT) EAST OF
 AC7897'THE SOUTHEAST CORNER OF THE GARFIELD LUTHERAN CHURCH PARKING LOT AND
 AC7897'MILEPOST 330, 133.0 M (436.4 FT) WEST OF THE CENTER OF A FIELD
 AC7897'ENTRANCE, 19.3 M (63.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6
 AC7897'FT) SOUTH OF A WITNESS POST, 0.4 M (1.3 FT) NORTH OF A METAL GUARD
 AC7897'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.09 M (0.30 FT)
 AC7897'BELOW THE GROUND SURFACE, AND ON THE EXTENDED CENTER OF A DITCH BLOCK.
 AC7897'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7897'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1058 ***********************************************************************
 OS1058  DESIGNATION -  28 SJS RESET
 OS1058  PID         -  OS1058
 OS1058  STATE/COUNTY-  SD/BENNETT
 OS1058  COUNTRY     -  US
 OS1058  USGS QUAD   -  SWETT NE (2017)
 OS1058
 OS1058                         *CURRENT SURVEY CONTROL
 OS1058  ______________________________________________________________________
 OS1058* NAD 83(1986) POSITION- 43 10 21.     (N) 101 48 44.     (W)   SCALED
 OS1058* NAVD 88 ORTHO HEIGHT -  1002.312 (meters)     3288.42  (feet) ADJUSTED
 OS1058  ______________________________________________________________________
 OS1058  GEOID HEIGHT    -        -19.522 (meters)                     GEOID18
 OS1058  DYNAMIC HEIGHT  -       1001.885 (meters)     3287.02  (feet) COMP
 OS1058  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 OS1058
 OS1058  VERT ORDER      -  FIRST     CLASS II
 OS1058
 OS1058.The horizontal coordinates were scaled from a map and have
 OS1058.an estimated accuracy of +/- 6 seconds.
 OS1058
 OS1058.The orthometric height was determined by differential leveling and
 OS1058.adjusted by the NATIONAL GEODETIC SURVEY
 OS1058.in June 1994.
 OS1058
 OS1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1058.GEOID18 height accuracy estimate available here.
 OS1058
 OS1058.Click photographs - Photos may exist for this station.
 OS1058
 OS1058.The dynamic height is computed by dividing the NAVD 88
 OS1058.geopotential number by the normal gravity value computed on the
 OS1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1058.degrees latitude (g = 980.6199 gals.).
 OS1058
 OS1058.The modeled gravity was interpolated from observed gravity values.
 OS1058
 OS1058;                    North         East    Units  Estimated Accuracy
 OS1058;SPC SD S     -    94,290.      479,760.      MT  (+/- 180 meters Scaled)
 OS1058
 OS1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN714838(NAD 83)
 OS1058
 OS1058                          SUPERSEDED SURVEY CONTROL
 OS1058
 OS1058.No superseded survey control is available for this station.
 OS1058
 OS1058_MARKER: DD = SURVEY DISK
 OS1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1058_STAMPING: 28 SJS RESET 1988
 OS1058_MARK LOGO: USGS
 OS1058_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1058+STABILITY: SURFACE MOTION
 OS1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1058+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1058
 OS1058  HISTORY     - Date     Condition        Report By
 OS1058  HISTORY     - 1988     MONUMENTED       USGS
 OS1058  HISTORY     - 19930929 GOOD             NGS
 OS1058  HISTORY     - 20121203 GOOD             INDIV
 OS1058
 OS1058                          STATION DESCRIPTION
 OS1058
 OS1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1058'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1058'STATE HIGHWAY 73 IN MARTIN, 156.0 M (511.8 FT) WEST OF MILEPOST 145,
 OS1058'21.2 M (69.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.7 M (31.8 FT)
 OS1058'WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 2.5 M (8.2 FT)
 OS1058'SOUTH OF A T-JUNCTION UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 OS1058'THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OS1058'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1058
 OS1058                          STATION RECOVERY (2012)
 OS1058
 OS1058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0946 ***********************************************************************
 OT0946  DESIGNATION -  28 T
 OT0946  PID         -  OT0946
 OT0946  STATE/COUNTY-  SD/SHANNON
 OT0946  COUNTRY     -  US
 OT0946  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0946
 OT0946                         *CURRENT SURVEY CONTROL
 OT0946  ______________________________________________________________________
 OT0946* NAD 83(1986) POSITION- 43 11 17.     (N) 102 47 52.     (W)   SCALED
 OT0946* NAVD 88 ORTHO HEIGHT -   898.568 (meters)     2948.05  (feet) ADJUSTED
 OT0946  ______________________________________________________________________
 OT0946  GEOID HEIGHT    -        -17.792 (meters)                     GEOID18
 OT0946  DYNAMIC HEIGHT  -        898.199 (meters)     2946.84  (feet) COMP
 OT0946  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 OT0946
 OT0946  VERT ORDER      -  FIRST     CLASS II
 OT0946
 OT0946.The horizontal coordinates were scaled from a map and have
 OT0946.an estimated accuracy of +/- 6 seconds.
 OT0946
 OT0946.The orthometric height was determined by differential leveling and
 OT0946.adjusted by the NATIONAL GEODETIC SURVEY
 OT0946.in June 1994.
 OT0946
 OT0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0946.GEOID18 height accuracy estimate available here.
 OT0946
 OT0946.Click photographs - Photos may exist for this station.
 OT0946
 OT0946.The dynamic height is computed by dividing the NAVD 88
 OT0946.geopotential number by the normal gravity value computed on the
 OT0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0946.degrees latitude (g = 980.6199 gals.).
 OT0946
 OT0946.The modeled gravity was interpolated from observed gravity values.
 OT0946
 OT0946;                    North         East    Units  Estimated Accuracy
 OT0946;SPC SD S     -    97,920.      399,700.      MT  (+/- 180 meters Scaled)
 OT0946
 OT0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH789840(NAD 83)
 OT0946
 OT0946                          SUPERSEDED SURVEY CONTROL
 OT0946
 OT0946.No superseded survey control is available for this station.
 OT0946
 OT0946_MARKER: DD = SURVEY DISK
 OT0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0946_STAMPING: 28 T 1967 2947
 OT0946_MARK LOGO: USGS
 OT0946_PROJECTION: PROJECTING 30 CENTIMETERS
 OT0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0946+STABILITY: SURFACE MOTION
 OT0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0946+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0946
 OT0946  HISTORY     - Date     Condition        Report By
 OT0946  HISTORY     - 1967     MONUMENTED       USGS
 OT0946  HISTORY     - 19930919 GOOD             NGS
 OT0946
 OT0946                          STATION DESCRIPTION
 OT0946
 OT0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0946'29.5 KM (18.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0946'OFFICE IN PINE RIDGE, 577.0 M (1893.0 FT) EAST OF A HIGHWAY BRIDGE
 OT0946'SPANNING WHITE RIVER, 79.0 M (259.2 FT) EAST OF THE CENTER OF A DIRT
 OT0946'ROAD LEADING NORTH, 34.8 M (114.2 FT) WEST OF A UTILITY POLE, 22.6 M
 OT0946'(74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH OF A
 OT0946'RIGHT-OF-WAY POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 OT0946'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0868 ***********************************************************************
 OR0868  DESIGNATION -  280 1 ECC
 OR0868  PID         -  OR0868
 OR0868  STATE/COUNTY-  SD/LYMAN
 OR0868  COUNTRY     -  US
 OR0868  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0868
 OR0868                         *CURRENT SURVEY CONTROL
 OR0868  ______________________________________________________________________
 OR0868* NAD 83(1996) POSITION- 43 52 11.06315(N) 099 19 14.59749(W)   ADJUSTED
 OR0868* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 OR0868  ______________________________________________________________________
 OR0868  GEOID HEIGHT    -        -25.458 (meters)                     GEOID18
 OR0868  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 OR0868  HORZ ORDER      -  SECOND
 OR0868
 OR0868.The horizontal coordinates were established by classical geodetic methods
 OR0868.and adjusted by the National Geodetic Survey in January 1998.
 OR0868
 OR0868.The orthometric height was scaled from a topographic map.
 OR0868
 OR0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0868.GEOID18 height accuracy estimate available here.
 OR0868
 OR0868.Click photographs - Photos may exist for this station.
 OR0868
 OR0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0868
 OR0868. The following values were computed from the NAD 83(1996) position.
 OR0868
 OR0868;                    North         East     Units Scale Factor Converg.
 OR0868;SPC SD S     -   171,178.837   681,386.403   MT  0.99991647   +0 41 54.8
 OR0868;SPC SD S     -   561,609.23  2,235,515.22   sFT  0.99991647   +0 41 54.8
 OR0868;UTM  14      - 4,857,455.273   474,230.241   MT  0.99960817   -0 13 20.2
 OR0868
 OR0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0868!SPC SD S     -   0.99993887  x   0.99991647  =   0.99985534
 OR0868!UTM  14      -   0.99993887  x   0.99960817  =   0.99954706
 OR0868
 OR0868:                Primary Azimuth Mark                     Grid Az
 OR0868:SPC SD S     -  GOOSE                                    041 19 24.3
 OR0868:UTM  14      -  GOOSE                                    042 14 39.3
 OR0868
 OR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7423057455(NAD 83)
 OR0868
 OR0868|---------------------------------------------------------------------|
 OR0868| PID    Reference Object                     Distance      Geod. Az  |
 OR0868|                                                           dddmmss.s |
 OR0868| OR0864 GOOSE                               APPROX. 4.7 KM 0420119.1 |
 OR0868|---------------------------------------------------------------------|
 OR0868
 OR0868                          SUPERSEDED SURVEY CONTROL
 OR0868
 OR0868  NAD 83(1986)-  43 52 11.06215(N)    099 19 14.60435(W) AD(       ) 2
 OR0868  NAD 27      -  43 52 11.08700(N)    099 19 13.24500(W) AD(       ) 2
 OR0868
 OR0868.Superseded values are not recommended for survey control.
 OR0868
 OR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0868.See file dsdata.pdf to determine how the superseded data were derived.
 OR0868
 OR0868_MARKER: P = PIPE CAP
 OR0868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0868_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0868
 OR0868  HISTORY     - Date     Condition        Report By
 OR0868  HISTORY     - 1924     MONUMENTED       CGS
 OR0868  HISTORY     - 1935     GOOD             CGS
 OR0868
 OR0868                          STATION DESCRIPTION
 OR0868
 OR0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0868'ELEVATION BENCH ON THE RIGHT BANK ABOUT 250 METERS (820 FEET)
 OR0868'W OF THE MISSOURI RIVER, ABOUT 15 FEET IN ELEVATION ABOVE THE
 OR0868'BOTTOM LAND, ON THE E SIDE OF A SPUR RIDGE WHICH MAKES DOWN FROM
 OR0868'A RANGE OF HILLS, AND ABOUT 200 FEET S OF AN ABANDONED SHACK
 OR0868'AND ABOUT 700 FEET W OF A FARMHOUSE OWNED AND OCCUPIED BY MR.
 OR0868'J. HASS.  THE BENCH MARK IS IN SEC. 26, T 105 N, R 71 W, ABOUT
 OR0868'9 MILES BY ROAD NE OF CHAMBERLAIN.
 OR0868'
 OR0868'TO REACH FROM CHAMBERLAIN, CROSS THE RIVER ON THE FERRY AND
 OR0868'FOLLOW THE STATE HIGHWAY ABOUT 1 MILE TO ROAD AT LARGE GOODRICH
 OR0868'TIRE SIGN, TAKE ROAD TO RIGHT, CROSSING RAILROAD, AND FOLLOW
 OR0868'RIGHT-HAND ROAD OVER POINT OF HILLS, AND FOLLOW THE MAIN PUBLIC
 OR0868'ROAD LEADING UP THE RIVER.  THIS ROAD ENDS AT THE RIVER ON
 OR0868'SECTION LINE 1/2 MILE S OF THE STATION, AND A ROAD LEADS W
 OR0868'THROUGH A FIELD TO MR. HASS HOUSE.
 OR0868'
 OR0868'THE TRIANGULATION STATION, MARKED BY STANDARD BRONZE DISKS
 OR0868'AS DESCRIBED, IS ABOUT 125 METERS (410 FEET)
 OR0868'W OF THE BENCH MARK ON A ROUND TOP KNOLL ON THE SAME SPUR RIDGE,
 OR0868'AND ABOUT 50 FEET HIGHER IN ELEVATION.  THE BENCH MARK IS AN IRON
 OR0868'PIPE WITH A CAP, AND HAS AN UNDERGROUND MARK.  (SEE DESCRIPTION
 OR0868'OF MISSOURI RIVER COMMISSION).
 OR0868'
 OR0868'THE DIFFERENCE IN ELEVATION BETWEEN THE TRIANGULATION STATION
 OR0868'AND THE BENCH MARK WAS DETERMINED BY Y-LEVELS.
 OR0868
 OR0868                          STATION RECOVERY (1935)
 OR0868
 OR0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0868'STATION IS ABOUT 5 MILES BY ROAD N OF CHAMBERLAIN, IN SEC. 26,
 OR0868'T 105 N, R 71 W, ON LAND OWNED AND OCCUPIED BY MR. J. HASS,
 OR0868'ABOUT 1/4 MILE W OF MISSOURI RIVER, AND ABOUT 1,000 FEET NW
 OR0868'OF WINDMILL AND BUILDINGS IN THICK GROVE.  STATION WAS IN GOOD
 OR0868'CONDITION.
 OR0868'
 OR0868'TO REACH FROM CHAMBERLAIN, STARTING FROM W APPROACH TO HIGHWAY
 OR0868'BRIDGE OVER MISSOURI RIVER, GO W ACROSS RAILROAD TRACK, ROUND
 OR0868'WIDE CURVE AND PROCEED ABOUT 1.3 MILES IN NORTHEASTERLY DIRECTION
 OR0868'TO CROSS ROAD AT EDGE OF RIVER, THENCE N 1 MILE, E 1/2 MILE,
 OR0868'N 1 MILE ON SECTION-LINE ROAD TO POINT WHERE WELL-TRAVELED
 OR0868'ROAD TURNS E, ENTER GATE ON LEFT AND GO N ABOUT 1/2 MILE ALONG
 OR0868'W SIDE OFFENCE, ENTER ANOTHER GATE AND GO ABOUT 0.15 MILE
 OR0868'E ALONG N SIDE OF FENCE TO A THIRD GATE, ENTER GATE AND GO
 OR0868'ABOUT 0.1 MILE NE ACROSS PRAIRIE TO STATION SITE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1156 ***********************************************************************
 OR1156  DESIGNATION -  281 000.25
 OR1156  PID         -  OR1156
 OR1156  STATE/COUNTY-  SD/GREGORY
 OR1156  COUNTRY     -  US
 OR1156  USGS QUAD   -  LAKE ANDES SW (2017)
 OR1156
 OR1156                         *CURRENT SURVEY CONTROL
 OR1156  ______________________________________________________________________
 OR1156* NAD 83(1986) POSITION- 43 00 09.     (N) 098 43 28.     (W)   SCALED
 OR1156* NAVD 88 ORTHO HEIGHT -   554.178 (meters)     1818.17  (feet) ADJUSTED
 OR1156  ______________________________________________________________________
 OR1156  GEOID HEIGHT    -        -26.009 (meters)                     GEOID18
 OR1156  DYNAMIC HEIGHT  -        553.978 (meters)     1817.51  (feet) COMP
 OR1156  MODELED GRAVITY -    980,241.3   (mgal)                       NAVD 88
 OR1156
 OR1156  VERT ORDER      -  FIRST     CLASS II
 OR1156
 OR1156.The horizontal coordinates were scaled from a map and have
 OR1156.an estimated accuracy of +/- 6 seconds.
 OR1156
 OR1156.The orthometric height was determined by differential leveling and
 OR1156.adjusted by the NATIONAL GEODETIC SURVEY
 OR1156.in June 1994.
 OR1156
 OR1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1156.GEOID18 height accuracy estimate available here.
 OR1156
 OR1156.Click photographs - Photos may exist for this station.
 OR1156
 OR1156.The dynamic height is computed by dividing the NAVD 88
 OR1156.geopotential number by the normal gravity value computed on the
 OR1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1156.degrees latitude (g = 980.6199 gals.).
 OR1156
 OR1156.The modeled gravity was interpolated from observed gravity values.
 OR1156
 OR1156;                    North         East    Units  Estimated Accuracy
 OR1156;SPC SD S     -    75,610.      731,170.      MT  (+/- 180 meters Scaled)
 OR1156
 OR1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN224611(NAD 83)
 OR1156
 OR1156                          SUPERSEDED SURVEY CONTROL
 OR1156
 OR1156.No superseded survey control is available for this station.
 OR1156
 OR1156_MARKER: DB = BENCH MARK DISK
 OR1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1156_STAMPING: 281-0.25 1993
 OR1156_MARK LOGO: SDDT
 OR1156_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1156+STABILITY: SURFACE MOTION
 OR1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1156+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1156
 OR1156  HISTORY     - Date     Condition        Report By
 OR1156  HISTORY     - 1993     MONUMENTED       SDDT
 OR1156  HISTORY     - 19930924 GOOD             NGS
 OR1156  HISTORY     - 20130116 GOOD             INDIV
 OR1156
 OR1156                          STATION DESCRIPTION
 OR1156
 OR1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1156'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR1156'OF STATE HIGHWAY 46 IN PICKSTOWN, THENCE 0.8 KM (0.50 MI) SOUTHERLY
 OR1156'ALONG U.S. HIGHWAY 281, 22.7 M (74.5 FT) EAST OF THE HIGHWAY
 OR1156'CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 OR1156'FT) WEST OF A T-FENCE CORNER AND A WITNESS POST, AND THE MONUMENT IS
 OR1156'FLUSH WITH THE GROUND SURFACE.
 OR1156
 OR1156                          STATION RECOVERY (2013)
 OR1156
 OR1156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7907 ***********************************************************************
 AC7907  CBN         -  This is a Cooperative Base Network Control Station.
 AC7907  DESIGNATION -  281 039.14
 AC7907  PID         -  AC7907
 AC7907  STATE/COUNTY-  SD/DOUGLAS
 AC7907  COUNTRY     -  US
 AC7907  USGS QUAD   -  ARMOUR (2017)
 AC7907
 AC7907                         *CURRENT SURVEY CONTROL
 AC7907  ______________________________________________________________________
 AC7907* NAD 83(2011) POSITION- 43 17 24.56508(N) 098 20 43.81127(W)   ADJUSTED
 AC7907* NAD 83(2011) ELLIP HT-   426.777 (meters)        (06/27/12)   ADJUSTED
 AC7907* NAD 83(2011) EPOCH   -  2010.00
 AC7907* NAVD 88 ORTHO HEIGHT -   453.4   (meters)     1488.    (feet) GPS OBS
 AC7907  ______________________________________________________________________
 AC7907  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7907  GEOID HEIGHT    -        -26.564 (meters)                     GEOID96
 AC7907  GEOID HEIGHT    -        -26.635 (meters)                     GEOID18
 AC7907  NAD 83(2011) X  -   -674,942.313 (meters)                     COMP
 AC7907  NAD 83(2011) Y  - -4,600,978.075 (meters)                     COMP
 AC7907  NAD 83(2011) Z  -  4,351,313.927 (meters)                     COMP
 AC7907  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 AC7907
 AC7907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7907  Standards:
 AC7907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7907  -------------------------------------------------------------------
 AC7907  NETWORK    0.87   2.69           0.41   0.27   1.37     -0.08941300
 AC7907  -------------------------------------------------------------------
 AC7907  Click here for local accuracies and other accuracy information.
 AC7907
 AC7907.The horizontal coordinates were established by GPS observations
 AC7907.and adjusted by the National Geodetic Survey in June 2012.
 AC7907
 AC7907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7907.been affixed to the stable North American tectonic plate. See 
 AC7907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7907
 AC7907.The horizontal coordinates are valid at the epoch date displayed above
 AC7907.which is a decimal equivalence of Year/Month/Day.
 AC7907
 AC7907.The orthometric height was determined by GPS observations and a
 AC7907.high-resolution geoid model.
 AC7907
 AC7907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7907.GEOID18 height accuracy estimate available here.
 AC7907
 AC7907.Click photographs - Photos may exist for this station.
 AC7907
 AC7907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7907
 AC7907.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7907
 AC7907.The ellipsoidal height was determined by GPS observations
 AC7907.and is referenced to NAD 83.
 AC7907
 AC7907. The following values were computed from the NAD 83(2011) position.
 AC7907
 AC7907;                    North         East     Units Scale Factor Converg.
 AC7907;SPC SD S     -   108,224.736   761,297.011   MT  0.99992319   +1 22 16.7
 AC7907;SPC SD S     -   355,067.32  2,497,688.61   sFT  0.99992319   +1 22 16.7
 AC7907;UTM  14      - 4,793,245.000   553,095.322   MT  0.99963468   +0 26 55.7
 AC7907
 AC7907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7907!SPC SD S     -   0.99993308  x   0.99992319  =   0.99985627
 AC7907!UTM  14      -   0.99993308  x   0.99963468  =   0.99956778
 AC7907
 AC7907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5309593244(NAD 83)
 AC7907
 AC7907                          SUPERSEDED SURVEY CONTROL
 AC7907
 AC7907  NAD 83(2007)-  43 17 24.56508(N)    098 20 43.81212(W) AD(2002.00) 0
 AC7907  ELLIP H (02/10/07)  426.805  (m)                       GP(2002.00)    
 AC7907  ELLIP H (04/15/04)  426.785  (m)                       GP(       ) 2 1
 AC7907  NAD 83(1996)-  43 17 24.56489(N)    098 20 43.81191(W) AD(       ) B
 AC7907  ELLIP H (04/18/97)  426.829  (m)                       GP(       ) 4 1
 AC7907
 AC7907.Superseded values are not recommended for survey control.
 AC7907
 AC7907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7907.See file dsdata.pdf to determine how the superseded data were derived.
 AC7907
 AC7907_MARKER: Z = SEE DESCRIPTION
 AC7907_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7907_STAMPING: 281-39.14 1995
 AC7907_MARK LOGO: NGS
 AC7907_PROJECTION: FLUSH
 AC7907_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7907+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1996
 AC7907_ROD/PIPE-DEPTH: 6.4 meters
 AC7907_SLEEVE-DEPTH  : 1.8 meters
 AC7907
 AC7907  HISTORY     - Date     Condition        Report By
 AC7907  HISTORY     - 1995     MONUMENTED       SDDT
 AC7907  HISTORY     - 19960926 GOOD             NGS
 AC7907
 AC7907                          STATION DESCRIPTION
 AC7907
 AC7907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7907'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF ARMOUR AND 1.5
 AC7907'MI (2.4 KM) NORTH OF THE DOUGLAS/CHARLES MIX COUNTY LINE, ON U.S.
 AC7907'HIGHWAY 281.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7907'STATION FROM THE POST OFFICE IN ARMOUR, GO SOUTH ON MAIN STREET FOR
 AC7907'0.1 MI (0.2 KM) TO THE JUNCTION OF 1ST STREET (FOUR-WAY STOP), TURN
 AC7907'LEFT AND GO EAST ON 1ST STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 AC7907'U.S. HIGHWAY 281, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 281 FOR 2.0
 AC7907'MILE (3.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 AC7907'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7907'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 98.0 FT (29.9
 AC7907'M) WEST OF THE CENTER OF THE HIGHWAY, 48.0 FT (14.6 M) WEST OF THE
 AC7907'NORTH END OF A CULVERT UNDER A FIELD ENTRANCE ROAD, 22.0 FT (6.7 M)
 AC7907'NORTH OF THE CENTER OF ROAD, 2.0 FT (0.6 M) EAST OF WITNESS POST AND
 AC7907'FENCE, AND 1.0 FT (0.3 M) WEST OF A METAL GUARD POST.  NOTE--ACCESS TO
 AC7907'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7907'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7934 ***********************************************************************
 AC7934  CBN         -  This is a Cooperative Base Network Control Station.
 AC7934  DESIGNATION -  281 057.62
 AC7934  PID         -  AC7934
 AC7934  STATE/COUNTY-  SD/AURORA
 AC7934  COUNTRY     -  US
 AC7934  USGS QUAD   -  STICKNEY (2017)
 AC7934
 AC7934                         *CURRENT SURVEY CONTROL
 AC7934  ______________________________________________________________________
 AC7934* NAD 83(2011) POSITION- 43 30 47.21689(N) 098 25 30.78736(W)   ADJUSTED
 AC7934* NAD 83(2011) ELLIP HT-   456.336 (meters)        (06/27/12)   ADJUSTED
 AC7934* NAD 83(2011) EPOCH   -  2010.00
 AC7934* NAVD 88 ORTHO HEIGHT -   482.7   (meters)     1584.    (feet) GPS OBS
 AC7934  ______________________________________________________________________
 AC7934  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7934  GEOID HEIGHT    -        -26.269 (meters)                     GEOID96
 AC7934  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 AC7934  NAD 83(2011) X  -   -678,852.189 (meters)                     COMP
 AC7934  NAD 83(2011) Y  - -4,583,218.089 (meters)                     COMP
 AC7934  NAD 83(2011) Z  -  4,369,332.862 (meters)                     COMP
 AC7934  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AC7934
 AC7934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7934  Standards:
 AC7934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7934  -------------------------------------------------------------------
 AC7934  NETWORK    0.88   2.67           0.41   0.28   1.36     -0.04993129
 AC7934  -------------------------------------------------------------------
 AC7934  Click here for local accuracies and other accuracy information.
 AC7934
 AC7934.The horizontal coordinates were established by GPS observations
 AC7934.and adjusted by the National Geodetic Survey in June 2012.
 AC7934
 AC7934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7934.been affixed to the stable North American tectonic plate. See 
 AC7934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7934
 AC7934.The horizontal coordinates are valid at the epoch date displayed above
 AC7934.which is a decimal equivalence of Year/Month/Day.
 AC7934
 AC7934.The orthometric height was determined by GPS observations and a
 AC7934.high-resolution geoid model.
 AC7934
 AC7934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7934.GEOID18 height accuracy estimate available here.
 AC7934
 AC7934.Click photographs - Photos may exist for this station.
 AC7934
 AC7934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7934
 AC7934.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7934
 AC7934.The ellipsoidal height was determined by GPS observations
 AC7934.and is referenced to NAD 83.
 AC7934
 AC7934. The following values were computed from the NAD 83(2011) position.
 AC7934
 AC7934;                    North         East     Units Scale Factor Converg.
 AC7934;SPC SD S     -   132,835.229   754,260.883   MT  0.99990855   +1 18 58.7
 AC7934;SPC SD S     -   435,810.25  2,474,604.25   sFT  0.99990855   +1 18 58.7
 AC7934;UTM  14      - 4,817,958.446   546,457.789   MT  0.99962655   +0 23 44.7
 AC7934
 AC7934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7934!SPC SD S     -   0.99992845  x   0.99990855  =   0.99983700
 AC7934!UTM  14      -   0.99992845  x   0.99962655  =   0.99955502
 AC7934
 AC7934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP4645717958(NAD 83)
 AC7934
 AC7934                          SUPERSEDED SURVEY CONTROL
 AC7934
 AC7934  NAD 83(2007)-  43 30 47.21689(N)    098 25 30.78821(W) AD(2002.00) 0
 AC7934  ELLIP H (02/10/07)  456.364  (m)                       GP(2002.00)    
 AC7934  ELLIP H (04/15/04)  456.348  (m)                       GP(       ) 2 1
 AC7934  NAD 83(1996)-  43 30 47.21669(N)    098 25 30.78801(W) AD(       ) B
 AC7934  ELLIP H (04/18/97)  456.392  (m)                       GP(       ) 4 1
 AC7934
 AC7934.Superseded values are not recommended for survey control.
 AC7934
 AC7934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7934.See file dsdata.pdf to determine how the superseded data were derived.
 AC7934
 AC7934_MARKER: I = METAL ROD
 AC7934_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7934_STAMPING: 281-57.62 1995
 AC7934_MARK LOGO: NGS
 AC7934_PROJECTION: FLUSH
 AC7934_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7934+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2012
 AC7934_ROD/PIPE-DEPTH: 6.4 meters
 AC7934_SLEEVE-DEPTH  : 1.8 meters
 AC7934
 AC7934  HISTORY     - Date     Condition        Report By
 AC7934  HISTORY     - 1995     MONUMENTED       SDDT
 AC7934  HISTORY     - 19960927 GOOD             SDDT
 AC7934  HISTORY     - 20120126 GOOD             INDIV
 AC7934
 AC7934                          STATION DESCRIPTION
 AC7934
 AC7934'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7934'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF STICKNEY AND 1.0
 AC7934'MI (1.6 KM) NORTH OF THE AURORA/DOUGLAS COUNTY LINE, ON U.S. HIGHWAY
 AC7934'281.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 AC7934'THE POST OFFICE IN STICKNEY, GO WEST ON MAIN STREET FOR 0.15 MI (0.24
 AC7934'KM) TO THE JUNCTION OF U.S. HIGHWAY 281, TURN LEFT AND GO SOUTH ON
 AC7934'U.S. HIGHWAY 281 FOR 5.5 MI (8.9 KM) TO THE JUNCTION OF A GRAVELED
 AC7934'COUNTY ROAD AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT
 AC7934'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7934'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 185.0 FT
 AC7934'(56.4 M) EAST OF THE HIGHWAY CENTER, 48.0 FT (14.6 M) NORTH OF THE
 AC7934'ROAD CENTER, 1.0 FT (0.3 M) NORTH OF A METAL GUARD POST, 1.0 FT (0.3
 AC7934'M) SOUTH OF A FENCE, AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 AC7934'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7934'A 4-INCH PVC CAP.
 AC7934
 AC7934                          STATION RECOVERY (2012)
 AC7934
 AC7934'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7934'LID IS THERE BUT HINGE IS BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7968 ***********************************************************************
 AC7968  CBN         -  This is a Cooperative Base Network Control Station.
 AC7968  DESIGNATION -  281 082.25
 AC7968  PID         -  AC7968
 AC7968  STATE/COUNTY-  SD/AURORA
 AC7968  COUNTRY     -  US
 AC7968  USGS QUAD   -  STORLA SW (2017)
 AC7968
 AC7968                         *CURRENT SURVEY CONTROL
 AC7968  ______________________________________________________________________
 AC7968* NAD 83(2011) POSITION- 43 52 00.31772(N) 098 27 04.11583(W)   ADJUSTED
 AC7968* NAD 83(2011) ELLIP HT-   402.281 (meters)        (06/27/12)   ADJUSTED
 AC7968* NAD 83(2011) EPOCH   -  2010.00
 AC7968* NAVD 88 ORTHO HEIGHT -   428.1   (meters)     1405.    (feet) GPS OBS
 AC7968  ______________________________________________________________________
 AC7968  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7968  GEOID HEIGHT    -        -25.744 (meters)                     GEOID96
 AC7968  GEOID HEIGHT    -        -25.845 (meters)                     GEOID18
 AC7968  NAD 83(2011) X  -   -676,931.100 (meters)                     COMP
 AC7968  NAD 83(2011) Y  - -4,556,023.924 (meters)                     COMP
 AC7968  NAD 83(2011) Z  -  4,397,708.622 (meters)                     COMP
 AC7968  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 AC7968
 AC7968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7968  Standards:
 AC7968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7968  -------------------------------------------------------------------
 AC7968  NETWORK    0.97   2.82           0.46   0.29   1.44     -0.09638092
 AC7968  -------------------------------------------------------------------
 AC7968  Click here for local accuracies and other accuracy information.
 AC7968
 AC7968.The horizontal coordinates were established by GPS observations
 AC7968.and adjusted by the National Geodetic Survey in June 2012.
 AC7968
 AC7968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7968.been affixed to the stable North American tectonic plate. See 
 AC7968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7968
 AC7968.The horizontal coordinates are valid at the epoch date displayed above
 AC7968.which is a decimal equivalence of Year/Month/Day.
 AC7968
 AC7968.The orthometric height was determined by GPS observations and a
 AC7968.high-resolution geoid model.
 AC7968
 AC7968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7968.GEOID18 height accuracy estimate available here.
 AC7968
 AC7968.Click photographs - Photos may exist for this station.
 AC7968
 AC7968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7968
 AC7968.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7968
 AC7968.The ellipsoidal height was determined by GPS observations
 AC7968.and is referenced to NAD 83.
 AC7968
 AC7968. The following values were computed from the NAD 83(2011) position.
 AC7968
 AC7968;                    North         East     Units Scale Factor Converg.
 AC7968;SPC SD S     -   172,065.247   751,275.117   MT  0.99991624   +1 17 54.4
 AC7968;SPC SD S     -   564,517.40  2,464,808.45   sFT  0.99991624   +1 17 54.4
 AC7968;UTM  14      - 4,857,220.163   544,102.487   MT  0.99962392   +0 22 49.3
 AC7968
 AC7968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7968!SPC SD S     -   0.99993692  x   0.99991624  =   0.99985317
 AC7968!UTM  14      -   0.99993692  x   0.99962392  =   0.99956087
 AC7968
 AC7968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP4410257220(NAD 83)
 AC7968
 AC7968                          SUPERSEDED SURVEY CONTROL
 AC7968
 AC7968  NAD 83(2007)-  43 52 00.31780(N)    098 27 04.11669(W) AD(2002.00) 0
 AC7968  ELLIP H (02/10/07)  402.310  (m)                       GP(2002.00)    
 AC7968  ELLIP H (04/15/04)  402.304  (m)                       GP(       ) 2 1
 AC7968  NAD 83(1996)-  43 52 00.31737(N)    098 27 04.11634(W) AD(       ) B
 AC7968  ELLIP H (04/18/97)  402.344  (m)                       GP(       ) 4 1
 AC7968
 AC7968.Superseded values are not recommended for survey control.
 AC7968
 AC7968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7968.See file dsdata.pdf to determine how the superseded data were derived.
 AC7968
 AC7968_MARKER: I = METAL ROD
 AC7968_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7968_STAMPING: 281-82.25 1995
 AC7968_MARK LOGO: NGS
 AC7968_PROJECTION: FLUSH
 AC7968_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7968+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2012
 AC7968_ROD/PIPE-DEPTH: 6.4 meters
 AC7968_SLEEVE-DEPTH  : 1.8 meters
 AC7968
 AC7968  HISTORY     - Date     Condition        Report By
 AC7968  HISTORY     - 1995     MONUMENTED       SDDT
 AC7968  HISTORY     - 19960928 GOOD             NGS
 AC7968  HISTORY     - 20120126 GOOD             INDIV
 AC7968
 AC7968                          STATION DESCRIPTION
 AC7968
 AC7968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7968'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH-NORTHEAST OF
 AC7968'PLANKINTON AND 5.0 MI (8.0 KM) WEST OF STORLA, ON U.S. HIGHWAY 281.
 AC7968'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7968'JUNCTION OF AN EAST/WEST COUNTY ROAD AND MAIN STREET AT STORLA, GO
 AC7968'WEST ON THE COUNTY ROAD FOR 5.1 MI (8.2 KM) TO THE JUNCTION OF U.S.
 AC7968'HIGHWAY 281, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 281 FOR 0.2 MI
 AC7968'(0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON
 AC7968'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7968'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 99.0 FT (30.2 M) EAST
 AC7968'OF THE HIGHWAY CENTERLINE, 25.0 FT (7.6 M) NORTH OF THE CENTER OF A
 AC7968'FIELD ENTRANCE ROAD, 1.0 FT (0.3 M) EAST OF A METAL GUARD POST, AND
 AC7968'1.0 FT (0.3 M) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AC7968'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7968
 AC7968                          STATION RECOVERY (2012)
 AC7968
 AC7968'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7862 ***********************************************************************
 AC7862  CBN         -  This is a Cooperative Base Network Control Station.
 AC7862  DESIGNATION -  281 111.35
 AC7862  PID         -  AC7862
 AC7862  STATE/COUNTY-  SD/BEADLE
 AC7862  COUNTRY     -  US
 AC7862  USGS QUAD   -  VIRGIL (2017)
 AC7862
 AC7862                         *CURRENT SURVEY CONTROL
 AC7862  ______________________________________________________________________
 AC7862* NAD 83(2011) POSITION- 44 17 07.22436(N) 098 27 27.06960(W)   ADJUSTED
 AC7862* NAD 83(2011) ELLIP HT-   389.429 (meters)        (06/27/12)   ADJUSTED
 AC7862* NAD 83(2011) EPOCH   -  2010.00
 AC7862* NAVD 88 ORTHO HEIGHT -   414.6   (meters)     1360.    (feet) GPS OBS
 AC7862  ______________________________________________________________________
 AC7862  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7862  GEOID HEIGHT    -        -25.088 (meters)                     GEOID96
 AC7862  GEOID HEIGHT    -        -25.116 (meters)                     GEOID18
 AC7862  NAD 83(2011) X  -   -672,678.060 (meters)                     COMP
 AC7862  NAD 83(2011) Y  - -4,523,936.021 (meters)                     COMP
 AC7862  NAD 83(2011) Z  -  4,431,115.668 (meters)                     COMP
 AC7862  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 AC7862
 AC7862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7862  Standards:
 AC7862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7862  -------------------------------------------------------------------
 AC7862  NETWORK    1.17   3.57           0.55   0.37   1.82     -0.10862336
 AC7862  -------------------------------------------------------------------
 AC7862  Click here for local accuracies and other accuracy information.
 AC7862
 AC7862.The horizontal coordinates were established by GPS observations
 AC7862.and adjusted by the National Geodetic Survey in June 2012.
 AC7862
 AC7862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7862.been affixed to the stable North American tectonic plate. See 
 AC7862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7862
 AC7862.The horizontal coordinates are valid at the epoch date displayed above
 AC7862.which is a decimal equivalence of Year/Month/Day.
 AC7862
 AC7862.The orthometric height was determined by GPS observations and a
 AC7862.high-resolution geoid model.
 AC7862
 AC7862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7862.GEOID18 height accuracy estimate available here.
 AC7862
 AC7862.Click photographs - Photos may exist for this station.
 AC7862
 AC7862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7862
 AC7862.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7862
 AC7862.The ellipsoidal height was determined by GPS observations
 AC7862.and is referenced to NAD 83.
 AC7862
 AC7862. The following values were computed from the NAD 83(2011) position.
 AC7862
 AC7862;                    North         East     Units Scale Factor Converg.
 AC7862;SPC SD N     -    51,401.472   723,118.012   MT  1.00002775   +1 05 30.0
 AC7862;SPC SD N     -   168,639.66  2,372,429.68   sFT  1.00002775   +1 05 30.0
 AC7862;UTM  14      - 4,903,708.807   543,283.939   MT  0.99962304   +0 22 43.6
 AC7862
 AC7862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7862!SPC SD N     -   0.99993894  x   1.00002775  =   0.99996669
 AC7862!UTM  14      -   0.99993894  x   0.99962304  =   0.99956200
 AC7862
 AC7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4328303708(NAD 83)
 AC7862
 AC7862                          SUPERSEDED SURVEY CONTROL
 AC7862
 AC7862  NAD 83(2007)-  44 17 07.22447(N)    098 27 27.07048(W) AD(2002.00) 0
 AC7862  ELLIP H (02/10/07)  389.459  (m)                       GP(2002.00)    
 AC7862  ELLIP H (04/15/04)  389.452  (m)                       GP(       ) 2 1
 AC7862  NAD 83(1996)-  44 17 07.22398(N)    098 27 27.07011(W) AD(       ) B
 AC7862  ELLIP H (04/18/97)  389.495  (m)                       GP(       ) 4 1
 AC7862
 AC7862.Superseded values are not recommended for survey control.
 AC7862
 AC7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7862.See file dsdata.pdf to determine how the superseded data were derived.
 AC7862
 AC7862_MARKER: Z = SEE DESCRIPTION
 AC7862_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7862_STAMPING: 281-111.35 1995
 AC7862_MARK LOGO: NGS
 AC7862_PROJECTION: FLUSH
 AC7862_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7862+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 AC7862_ROD/PIPE-DEPTH: 6.4 meters
 AC7862_SLEEVE-DEPTH  : 1.8 meters
 AC7862
 AC7862  HISTORY     - Date     Condition        Report By
 AC7862  HISTORY     - 1995     MONUMENTED       SDDT
 AC7862  HISTORY     - 19960924 GOOD             NGS
 AC7862
 AC7862                          STATION DESCRIPTION
 AC7862
 AC7862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7862'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) WEST-SOUTHWEST OF
 AC7862'HURON, 8.0 MI (12.9 KM) SOUTH OF WOLSEY, AND 1.0 MI (1.6 KM) WEST OF
 AC7862'VIRGIL, ON U.S. HIGHWAY 281.  TO REACH THE STATION FROM THE POST
 AC7862'OFFICE IN WOLSEY, GO SOUTH ON U.S. HIGHWAY 281 FOR 2.85 MI (4.59 KM)
 AC7862'TO THE JUNCTION OF U.S. HIGHWAY 14, CONTINUE SOUTH ON HIGHWAY 281 FOR
 AC7862'6.0 MI (9.7 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AC7862'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7862'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 100.1 FT
 AC7862'(30.5 M) EAST OF THE HIGHWAY CENTER, 13.0 FT (4.0 M) NORTH OF A FIELD
 AC7862'ENTRANCE, 1.5 FT (0.5 M) EAST OF A METAL GUARD POST, AND 1.5 FT (0.5
 AC7862'M) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AC7862'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7906 ***********************************************************************
 AC7906  CBN         -  This is a Cooperative Base Network Control Station.
 AC7906  DESIGNATION -  281 137.70
 AC7906  PID         -  AC7906
 AC7906  STATE/COUNTY-  SD/SPINK
 AC7906  COUNTRY     -  US
 AC7906  USGS QUAD   -  TULARE (2017)
 AC7906
 AC7906                         *CURRENT SURVEY CONTROL
 AC7906  ______________________________________________________________________
 AC7906* NAD 83(2011) POSITION- 44 39 07.16139(N) 098 30 14.82422(W)   ADJUSTED
 AC7906* NAD 83(2011) ELLIP HT-   381.427 (meters)        (06/27/12)   ADJUSTED
 AC7906* NAD 83(2011) EPOCH   -  2010.00
 AC7906* NAVD 88 ORTHO HEIGHT -   406.1   (meters)     1332.    (feet) GPS OBS
 AC7906  ______________________________________________________________________
 AC7906  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7906  GEOID HEIGHT    -        -24.547 (meters)                     GEOID96
 AC7906  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 AC7906  NAD 83(2011) X  -   -672,135.400 (meters)                     COMP
 AC7906  NAD 83(2011) Y  - -4,495,152.983 (meters)                     COMP
 AC7906  NAD 83(2011) Z  -  4,460,187.040 (meters)                     COMP
 AC7906  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 AC7906
 AC7906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7906  Standards:
 AC7906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7906  -------------------------------------------------------------------
 AC7906  NETWORK    1.19   3.47           0.56   0.37   1.77     -0.09058878
 AC7906  -------------------------------------------------------------------
 AC7906  Click here for local accuracies and other accuracy information.
 AC7906
 AC7906.The horizontal coordinates were established by GPS observations
 AC7906.and adjusted by the National Geodetic Survey in June 2012.
 AC7906
 AC7906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7906.been affixed to the stable North American tectonic plate. See 
 AC7906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7906
 AC7906.The horizontal coordinates are valid at the epoch date displayed above
 AC7906.which is a decimal equivalence of Year/Month/Day.
 AC7906
 AC7906.The orthometric height was determined by GPS observations and a
 AC7906.high-resolution geoid model.
 AC7906
 AC7906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7906.GEOID18 height accuracy estimate available here.
 AC7906
 AC7906.Click photographs - Photos may exist for this station.
 AC7906
 AC7906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7906
 AC7906.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7906
 AC7906.The ellipsoidal height was determined by GPS observations
 AC7906.and is referenced to NAD 83.
 AC7906
 AC7906. The following values were computed from the NAD 83(2011) position.
 AC7906
 AC7906;                    North         East     Units Scale Factor Converg.
 AC7906;SPC SD N     -    92,066.968   718,646.254   MT  0.99996324   +1 03 31.3
 AC7906;SPC SD N     -   302,056.38  2,357,758.58   sFT  0.99996324   +1 03 31.3
 AC7906;UTM  14      - 4,944,411.584   539,318.970   MT  0.99961901   +0 20 54.6
 AC7906
 AC7906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7906!SPC SD N     -   0.99994020  x   0.99996324  =   0.99990344
 AC7906!UTM  14      -   0.99994020  x   0.99961901  =   0.99955923
 AC7906
 AC7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3931844411(NAD 83)
 AC7906
 AC7906                          SUPERSEDED SURVEY CONTROL
 AC7906
 AC7906  NAD 83(2007)-  44 39 07.16145(N)    098 30 14.82510(W) AD(2002.00) 0
 AC7906  ELLIP H (02/10/07)  381.457  (m)                       GP(2002.00)    
 AC7906  ELLIP H (04/15/04)  381.456  (m)                       GP(       ) 2 1
 AC7906  NAD 83(1996)-  44 39 07.16095(N)    098 30 14.82461(W) AD(       ) B
 AC7906  ELLIP H (04/18/97)  381.496  (m)                       GP(       ) 4 1
 AC7906
 AC7906.Superseded values are not recommended for survey control.
 AC7906
 AC7906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7906.See file dsdata.pdf to determine how the superseded data were derived.
 AC7906
 AC7906_MARKER: Z = SEE DESCRIPTION
 AC7906_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7906_STAMPING: 281-137.70 1995
 AC7906_MARK LOGO: NGS
 AC7906_PROJECTION: PROJECTING 5 CENTIMETERS
 AC7906_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7906+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1996
 AC7906_ROD/PIPE-DEPTH: 6.4 meters
 AC7906_SLEEVE-DEPTH  : 1.8 meters
 AC7906
 AC7906  HISTORY     - Date     Condition        Report By
 AC7906  HISTORY     - 1995     MONUMENTED       SDDT
 AC7906  HISTORY     - 19960712 GOOD             NGS
 AC7906  HISTORY     - 20080925 MARK NOT FOUND   SDDT
 AC7906
 AC7906                          STATION DESCRIPTION
 AC7906
 AC7906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7906'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF TULARE, 6.0 MI
 AC7906'(9.7 KM) NORTHWEST OF HITCHCOCK, AND 4.5 MI (7.2 KM) NORTH OF BONILLA.
 AC7906'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7906'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 28 (BEADLE/SPINK COUNTY
 AC7906'LINE), WEST OF HITCHCOCK, GO NORTH ON U.S. HIGHWAY 281 FOR 1.3 MILES
 AC7906'(2.1 KM) AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7906'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7906'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 408.0 M (1338.6 FT)
 AC7906'SOUTH OF MILEPOST 138, 18.8 M (61.7 FT) WEST OF THE HIGHWAY
 AC7906'CENTERLINE, 11.4 M (37.4 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 AC7906'LEADING WEST TO AN ABANDONED FARM HOUSE, 0.5 M (1.6 FT) BELOW THE
 AC7906'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A METAL GUARD POST, 0.4 M
 AC7906'(1.3 FT) EAST OF A WITNESS POST, AND 0.1 M (0.3 FT) BELOW THE GROUND
 AC7906'SURFACE.  NOTE--ACCESS TO THE DATUM, POINT IS THROUGH A 5-INCH LOGO
 AC7906'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7906
 AC7906                          STATION RECOVERY (2008)
 AC7906
 AC7906'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (MAJ)
 AC7906'MARK WAS DESTROYED DURING THE RECONSTRUCTION OF US HWY 281.  A NEW
 AC7906'MARK HAS BEEN RESET BY THE SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9754 ***********************************************************************
 AE9754  DESIGNATION -  281 154.81
 AE9754  PID         -  AE9754
 AE9754  STATE/COUNTY-  SD/SPINK
 AE9754  COUNTRY     -  US
 AE9754  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9754
 AE9754                         *CURRENT SURVEY CONTROL
 AE9754  ______________________________________________________________________
 AE9754* NAD 83(1986) POSITION- 44 53 25.     (N) 098 30 49.     (W)   SCALED
 AE9754* NAVD 88 ORTHO HEIGHT -   394.359 (meters)     1293.83  (feet) ADJUSTED
 AE9754  ______________________________________________________________________
 AE9754  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 AE9754  DYNAMIC HEIGHT  -        394.316 (meters)     1293.69  (feet) COMP
 AE9754  MODELED GRAVITY -    980,496.0   (mgal)                       NAVD 88
 AE9754
 AE9754  VERT ORDER      -  FIRST     CLASS II
 AE9754
 AE9754.The horizontal coordinates were scaled from a map and have
 AE9754.an estimated accuracy of +/- 6 seconds.
 AE9754
 AE9754.The orthometric height was determined by differential leveling and
 AE9754.adjusted by the NATIONAL GEODETIC SURVEY
 AE9754.in July 1998.
 AE9754
 AE9754.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9754.GEOID18 height accuracy estimate available here.
 AE9754
 AE9754.Click photographs - Photos may exist for this station.
 AE9754
 AE9754.The dynamic height is computed by dividing the NAVD 88
 AE9754.geopotential number by the normal gravity value computed on the
 AE9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9754.degrees latitude (g = 980.6199 gals.).
 AE9754
 AE9754.The modeled gravity was interpolated from observed gravity values.
 AE9754
 AE9754;                    North         East    Units  Estimated Accuracy
 AE9754;SPC SD N     -   118,530.      717,410.      MT  (+/- 180 meters Scaled)
 AE9754
 AE9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384708(NAD 83)
 AE9754
 AE9754                          SUPERSEDED SURVEY CONTROL
 AE9754
 AE9754.No superseded survey control is available for this station.
 AE9754
 AE9754_MARKER: DD = SURVEY DISK
 AE9754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9754_STAMPING: 281-154.81 1996
 AE9754_MARK LOGO: SDDT
 AE9754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9754+STABILITY: SURFACE MOTION
 AE9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9754+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9754
 AE9754  HISTORY     - Date     Condition        Report By
 AE9754  HISTORY     - 1996     MONUMENTED       SDDT
 AE9754  HISTORY     - 19970422 GOOD             NGS
 AE9754
 AE9754                          STATION DESCRIPTION
 AE9754
 AE9754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9754'1.5 KM (0.95 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9754'IN REDFIELD, 305.0 M (1000.7 FT) SOUTH OF MILEPOST 155, 20.4 M (66.9
 AE9754'FT) WEST OF THE HIGHWAY CENTERLINE, 12.0 M (39.4 FT) SOUTH OF THE
 AE9754'CENTER OF A DRIVEWAY LEADING TO THE DEPARTMENT OF TRANSPORTATION
 AE9754'COMPLEX, 1.8 M (5.9 FT) NORTHEAST OF A POLE SUPPORTING A WINDSOCK, 0.9
 AE9754'M (3.0 FT) EAST OF A CHAIN-LINK FENCE, 0.4 M (1.3 FT) EAST OF A
 AE9754'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AE9754'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9755 ***********************************************************************
 AE9755  DESIGNATION -  281 155.91
 AE9755  PID         -  AE9755
 AE9755  STATE/COUNTY-  SD/SPINK
 AE9755  COUNTRY     -  US
 AE9755  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9755
 AE9755                         *CURRENT SURVEY CONTROL
 AE9755  ______________________________________________________________________
 AE9755* NAD 83(1986) POSITION- 44 54 18.     (N) 098 30 45.     (W)   SCALED
 AE9755* NAVD 88 ORTHO HEIGHT -   398.161 (meters)     1306.30  (feet) ADJUSTED
 AE9755  ______________________________________________________________________
 AE9755  GEOID HEIGHT    -        -24.294 (meters)                     GEOID18
 AE9755  DYNAMIC HEIGHT  -        398.117 (meters)     1306.16  (feet) COMP
 AE9755  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 AE9755
 AE9755  VERT ORDER      -  FIRST     CLASS II
 AE9755
 AE9755.The horizontal coordinates were scaled from a map and have
 AE9755.an estimated accuracy of +/- 6 seconds.
 AE9755
 AE9755.The orthometric height was determined by differential leveling and
 AE9755.adjusted by the NATIONAL GEODETIC SURVEY
 AE9755.in July 1998.
 AE9755
 AE9755.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9755.GEOID18 height accuracy estimate available here.
 AE9755
 AE9755.Click photographs - Photos may exist for this station.
 AE9755
 AE9755.The dynamic height is computed by dividing the NAVD 88
 AE9755.geopotential number by the normal gravity value computed on the
 AE9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9755.degrees latitude (g = 980.6199 gals.).
 AE9755
 AE9755.The modeled gravity was interpolated from observed gravity values.
 AE9755
 AE9755;                    North         East    Units  Estimated Accuracy
 AE9755;SPC SD N     -   120,170.      717,470.      MT  (+/- 180 meters Scaled)
 AE9755
 AE9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384725(NAD 83)
 AE9755
 AE9755                          SUPERSEDED SURVEY CONTROL
 AE9755
 AE9755.No superseded survey control is available for this station.
 AE9755
 AE9755_MARKER: DD = SURVEY DISK
 AE9755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9755_STAMPING: 281-155.91 1996
 AE9755_MARK LOGO: SDDT
 AE9755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9755+STABILITY: SURFACE MOTION
 AE9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9755+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9755
 AE9755  HISTORY     - Date     Condition        Report By
 AE9755  HISTORY     - 1996     MONUMENTED       SDDT
 AE9755  HISTORY     - 19970422 GOOD             NGS
 AE9755
 AE9755                          STATION DESCRIPTION
 AE9755
 AE9755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9755'3.3 KM (2.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9755'IN REDFIELD, 169.0 M (554.5 FT) SOUTH OF MILEPOST 156, 23.0 M (75.5
 AE9755'FT) WEST OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) NORTH OF THE
 AE9755'CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT) SOUTH OF A FENCE CORNER,
 AE9755'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF
 AE9755'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9756 ***********************************************************************
 AE9756  DESIGNATION -  281 156.81
 AE9756  PID         -  AE9756
 AE9756  STATE/COUNTY-  SD/SPINK
 AE9756  COUNTRY     -  US
 AE9756  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9756
 AE9756                         *CURRENT SURVEY CONTROL
 AE9756  ______________________________________________________________________
 AE9756* NAD 83(1986) POSITION- 44 55 05.     (N) 098 30 44.     (W)   SCALED
 AE9756* NAVD 88 ORTHO HEIGHT -   393.657 (meters)     1291.52  (feet) ADJUSTED
 AE9756  ______________________________________________________________________
 AE9756  GEOID HEIGHT    -        -24.296 (meters)                     GEOID18
 AE9756  DYNAMIC HEIGHT  -        393.615 (meters)     1291.39  (feet) COMP
 AE9756  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 AE9756
 AE9756  VERT ORDER      -  FIRST     CLASS II
 AE9756
 AE9756.The horizontal coordinates were scaled from a map and have
 AE9756.an estimated accuracy of +/- 6 seconds.
 AE9756
 AE9756.The orthometric height was determined by differential leveling and
 AE9756.adjusted by the NATIONAL GEODETIC SURVEY
 AE9756.in July 1998.
 AE9756
 AE9756.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9756.GEOID18 height accuracy estimate available here.
 AE9756
 AE9756.Click photographs - Photos may exist for this station.
 AE9756
 AE9756.The dynamic height is computed by dividing the NAVD 88
 AE9756.geopotential number by the normal gravity value computed on the
 AE9756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9756.degrees latitude (g = 980.6199 gals.).
 AE9756
 AE9756.The modeled gravity was interpolated from observed gravity values.
 AE9756
 AE9756;                    North         East    Units  Estimated Accuracy
 AE9756;SPC SD N     -   121,620.      717,460.      MT  (+/- 180 meters Scaled)
 AE9756
 AE9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384739(NAD 83)
 AE9756
 AE9756                          SUPERSEDED SURVEY CONTROL
 AE9756
 AE9756.No superseded survey control is available for this station.
 AE9756
 AE9756_MARKER: DD = SURVEY DISK
 AE9756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9756_STAMPING: 281-156.81 1996
 AE9756_MARK LOGO: SDDT
 AE9756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9756+STABILITY: SURFACE MOTION
 AE9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9756+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9756
 AE9756  HISTORY     - Date     Condition        Report By
 AE9756  HISTORY     - 1996     MONUMENTED       SDDT
 AE9756  HISTORY     - 19970422 GOOD             NGS
 AE9756
 AE9756                          STATION DESCRIPTION
 AE9756
 AE9756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9756'4.8 KM (3.00 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9756'IN REDFIELD, 308.0 M (1010.5 FT) SOUTH OF MILEPOST 157, 22.5 M (73.8
 AE9756'FT) EAST OF THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT) NORTH OF THE
 AE9756'CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) WEST OF A FENCE, 0.3 M (1.0
 AE9756'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 AE9756'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9757 ***********************************************************************
 AE9757  DESIGNATION -  281 157.92
 AE9757  PID         -  AE9757
 AE9757  STATE/COUNTY-  SD/SPINK
 AE9757  COUNTRY     -  US
 AE9757  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9757
 AE9757                         *CURRENT SURVEY CONTROL
 AE9757  ______________________________________________________________________
 AE9757* NAD 83(1986) POSITION- 44 56 00.     (N) 098 30 45.     (W)   SCALED
 AE9757* NAVD 88 ORTHO HEIGHT -   394.256 (meters)     1293.49  (feet) ADJUSTED
 AE9757  ______________________________________________________________________
 AE9757  GEOID HEIGHT    -        -24.299 (meters)                     GEOID18
 AE9757  DYNAMIC HEIGHT  -        394.214 (meters)     1293.35  (feet) COMP
 AE9757  MODELED GRAVITY -    980,499.0   (mgal)                       NAVD 88
 AE9757
 AE9757  VERT ORDER      -  FIRST     CLASS II
 AE9757
 AE9757.The horizontal coordinates were scaled from a map and have
 AE9757.an estimated accuracy of +/- 6 seconds.
 AE9757
 AE9757.The orthometric height was determined by differential leveling and
 AE9757.adjusted by the NATIONAL GEODETIC SURVEY
 AE9757.in July 1998.
 AE9757
 AE9757.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9757.GEOID18 height accuracy estimate available here.
 AE9757
 AE9757.Click photographs - Photos may exist for this station.
 AE9757
 AE9757.The dynamic height is computed by dividing the NAVD 88
 AE9757.geopotential number by the normal gravity value computed on the
 AE9757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9757.degrees latitude (g = 980.6199 gals.).
 AE9757
 AE9757.The modeled gravity was interpolated from observed gravity values.
 AE9757
 AE9757;                    North         East    Units  Estimated Accuracy
 AE9757;SPC SD N     -   123,310.      717,410.      MT  (+/- 180 meters Scaled)
 AE9757
 AE9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384756(NAD 83)
 AE9757
 AE9757                          SUPERSEDED SURVEY CONTROL
 AE9757
 AE9757.No superseded survey control is available for this station.
 AE9757
 AE9757_MARKER: DD = SURVEY DISK
 AE9757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9757_STAMPING: 281-157.92 1996
 AE9757_MARK LOGO: SDDT
 AE9757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9757+STABILITY: SURFACE MOTION
 AE9757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9757+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9757
 AE9757  HISTORY     - Date     Condition        Report By
 AE9757  HISTORY     - 1996     MONUMENTED       SDDT
 AE9757  HISTORY     - 19970422 GOOD             NGS
 AE9757
 AE9757                          STATION DESCRIPTION
 AE9757
 AE9757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9757'6.5 KM (4.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9757'IN REDFIELD, 135.0 M (442.9 FT) SOUTH OF MILEPOST 158, 21.7 M (71.2
 AE9757'FT) EAST OF THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT) NORTH OF THE
 AE9757'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9757'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9757'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9758 ***********************************************************************
 AE9758  DESIGNATION -  281 159.05
 AE9758  PID         -  AE9758
 AE9758  STATE/COUNTY-  SD/SPINK
 AE9758  COUNTRY     -  US
 AE9758  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9758
 AE9758                         *CURRENT SURVEY CONTROL
 AE9758  ______________________________________________________________________
 AE9758* NAD 83(1986) POSITION- 44 57 00.     (N) 098 30 45.     (W)   SCALED
 AE9758* NAVD 88 ORTHO HEIGHT -   390.761 (meters)     1282.02  (feet) ADJUSTED
 AE9758  ______________________________________________________________________
 AE9758  GEOID HEIGHT    -        -24.303 (meters)                     GEOID18
 AE9758  DYNAMIC HEIGHT  -        390.720 (meters)     1281.89  (feet) COMP
 AE9758  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 AE9758
 AE9758  VERT ORDER      -  FIRST     CLASS II
 AE9758
 AE9758.The horizontal coordinates were scaled from a map and have
 AE9758.an estimated accuracy of +/- 6 seconds.
 AE9758
 AE9758.The orthometric height was determined by differential leveling and
 AE9758.adjusted by the NATIONAL GEODETIC SURVEY
 AE9758.in July 1998.
 AE9758
 AE9758.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9758.GEOID18 height accuracy estimate available here.
 AE9758
 AE9758.Click photographs - Photos may exist for this station.
 AE9758
 AE9758.The dynamic height is computed by dividing the NAVD 88
 AE9758.geopotential number by the normal gravity value computed on the
 AE9758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9758.degrees latitude (g = 980.6199 gals.).
 AE9758
 AE9758.The modeled gravity was interpolated from observed gravity values.
 AE9758
 AE9758;                    North         East    Units  Estimated Accuracy
 AE9758;SPC SD N     -   125,170.      717,370.      MT  (+/- 180 meters Scaled)
 AE9758
 AE9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384775(NAD 83)
 AE9758
 AE9758                          SUPERSEDED SURVEY CONTROL
 AE9758
 AE9758.No superseded survey control is available for this station.
 AE9758
 AE9758_MARKER: Z = SEE DESCRIPTION
 AE9758_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9758_STAMPING: 281-159.05 1996
 AE9758_MARK LOGO: NGS
 AE9758_PROJECTION: FLUSH
 AE9758_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9758+STABILITY: POSITION/ELEVATION WELL
 AE9758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9758+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9758_ROD/PIPE-DEPTH: 6.4 meters
 AE9758_SLEEVE-DEPTH  : 1.8 meters
 AE9758
 AE9758  HISTORY     - Date     Condition        Report By
 AE9758  HISTORY     - 1996     MONUMENTED       SDDT
 AE9758  HISTORY     - 19970422 GOOD             NGS
 AE9758
 AE9758                          STATION DESCRIPTION
 AE9758
 AE9758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9758'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9758'IN REDFIELD, 81.0 M (265.7 FT) NORTH OF MILEPOST 159, 22.4 M (73.5 FT)
 AE9758'EAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AE9758'HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 AE9758'WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST.
 AE9758'NOTE--THE DATUM POINT IS A STAINLESS STEEL REVIT AFFIXED TO A STEEL
 AE9758'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9758'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9758'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9759 ***********************************************************************
 AE9759  DESIGNATION -  281 159.98
 AE9759  PID         -  AE9759
 AE9759  STATE/COUNTY-  SD/SPINK
 AE9759  COUNTRY     -  US
 AE9759  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9759
 AE9759                         *CURRENT SURVEY CONTROL
 AE9759  ______________________________________________________________________
 AE9759* NAD 83(1986) POSITION- 44 57 48.     (N) 098 30 45.     (W)   SCALED
 AE9759* NAVD 88 ORTHO HEIGHT -   391.434 (meters)     1284.23  (feet) ADJUSTED
 AE9759  ______________________________________________________________________
 AE9759  GEOID HEIGHT    -        -24.307 (meters)                     GEOID18
 AE9759  DYNAMIC HEIGHT  -        391.393 (meters)     1284.10  (feet) COMP
 AE9759  MODELED GRAVITY -    980,500.8   (mgal)                       NAVD 88
 AE9759
 AE9759  VERT ORDER      -  FIRST     CLASS II
 AE9759
 AE9759.The horizontal coordinates were scaled from a map and have
 AE9759.an estimated accuracy of +/- 6 seconds.
 AE9759
 AE9759.The orthometric height was determined by differential leveling and
 AE9759.adjusted by the NATIONAL GEODETIC SURVEY
 AE9759.in July 1998.
 AE9759
 AE9759.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9759.GEOID18 height accuracy estimate available here.
 AE9759
 AE9759.Click photographs - Photos may exist for this station.
 AE9759
 AE9759.The dynamic height is computed by dividing the NAVD 88
 AE9759.geopotential number by the normal gravity value computed on the
 AE9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9759.degrees latitude (g = 980.6199 gals.).
 AE9759
 AE9759.The modeled gravity was interpolated from observed gravity values.
 AE9759
 AE9759;                    North         East    Units  Estimated Accuracy
 AE9759;SPC SD N     -   126,650.      717,350.      MT  (+/- 180 meters Scaled)
 AE9759
 AE9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384789(NAD 83)
 AE9759
 AE9759                          SUPERSEDED SURVEY CONTROL
 AE9759
 AE9759.No superseded survey control is available for this station.
 AE9759
 AE9759_MARKER: DD = SURVEY DISK
 AE9759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9759_STAMPING: 281 159.98 1996
 AE9759_MARK LOGO: SDDT
 AE9759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9759+STABILITY: SURFACE MOTION
 AE9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9759+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9759
 AE9759  HISTORY     - Date     Condition        Report By
 AE9759  HISTORY     - 1996     MONUMENTED       SDDT
 AE9759  HISTORY     - 19970422 GOOD             NGS
 AE9759
 AE9759                          STATION DESCRIPTION
 AE9759
 AE9759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9759'9.8 KM (6.10 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9759'IN REDFIELD, 69.3 M (227.4 FT) SOUTH OF MILEPOST 160, 22.3 M (73.2 FT)
 AE9759'EAST OF THE HIGHWAY CENTERLINE, 5.6 M (18.4 FT) NORTH OF THE CENTER OF
 AE9759'A DRIVEWAY, 1.5 M (4.9 FT) NORTH OF A FENCE CORNER, 0.8 M (2.6 FT)
 AE9759'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 AE9759'AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9760 ***********************************************************************
 AE9760  DESIGNATION -  281 160.92
 AE9760  PID         -  AE9760
 AE9760  STATE/COUNTY-  SD/SPINK
 AE9760  COUNTRY     -  US
 AE9760  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9760
 AE9760                         *CURRENT SURVEY CONTROL
 AE9760  ______________________________________________________________________
 AE9760* NAD 83(1986) POSITION- 44 58 38.     (N) 098 30 45.     (W)   SCALED
 AE9760* NAVD 88 ORTHO HEIGHT -   394.658 (meters)     1294.81  (feet) ADJUSTED
 AE9760  ______________________________________________________________________
 AE9760  GEOID HEIGHT    -        -24.311 (meters)                     GEOID18
 AE9760  DYNAMIC HEIGHT  -        394.617 (meters)     1294.67  (feet) COMP
 AE9760  MODELED GRAVITY -    980,501.6   (mgal)                       NAVD 88
 AE9760
 AE9760  VERT ORDER      -  FIRST     CLASS II
 AE9760
 AE9760.The horizontal coordinates were scaled from a map and have
 AE9760.an estimated accuracy of +/- 6 seconds.
 AE9760
 AE9760.The orthometric height was determined by differential leveling and
 AE9760.adjusted by the NATIONAL GEODETIC SURVEY
 AE9760.in July 1998.
 AE9760
 AE9760.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9760.GEOID18 height accuracy estimate available here.
 AE9760
 AE9760.Click photographs - Photos may exist for this station.
 AE9760
 AE9760.The dynamic height is computed by dividing the NAVD 88
 AE9760.geopotential number by the normal gravity value computed on the
 AE9760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9760.degrees latitude (g = 980.6199 gals.).
 AE9760
 AE9760.The modeled gravity was interpolated from observed gravity values.
 AE9760
 AE9760;                    North         East    Units  Estimated Accuracy
 AE9760;SPC SD N     -   128,190.      717,320.      MT  (+/- 180 meters Scaled)
 AE9760
 AE9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384805(NAD 83)
 AE9760
 AE9760                          SUPERSEDED SURVEY CONTROL
 AE9760
 AE9760.No superseded survey control is available for this station.
 AE9760
 AE9760_MARKER: DD = SURVEY DISK
 AE9760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9760_STAMPING: 281-160.92 1996
 AE9760_MARK LOGO: SDDT
 AE9760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9760+STABILITY: SURFACE MOTION
 AE9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9760+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9760
 AE9760  HISTORY     - Date     Condition        Report By
 AE9760  HISTORY     - 1996     MONUMENTED       SDDT
 AE9760  HISTORY     - 19970422 GOOD             NGS
 AE9760
 AE9760                          STATION DESCRIPTION
 AE9760
 AE9760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9760'11.4 KM (7.10 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9760'IN REDFIELD, 122.8 M (402.9 FT) SOUTH OF MILEPOST 161, 22.3 M (73.2
 AE9760'FT) EAST OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) NORTH OF THE
 AE9760'CENTER OF A FIELD ENTRANCE, 1.7 M (5.6 FT) NORTH OF THE SOUTH END OF A
 AE9760'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AE9760'WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 AE9760'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9761 ***********************************************************************
 AE9761  DESIGNATION -  281 161.98
 AE9761  PID         -  AE9761
 AE9761  STATE/COUNTY-  SD/SPINK
 AE9761  COUNTRY     -  US
 AE9761  USGS QUAD   -  REDFIELD NORTH (2017)
 AE9761
 AE9761                         *CURRENT SURVEY CONTROL
 AE9761  ______________________________________________________________________
 AE9761* NAD 83(1986) POSITION- 44 59 30.     (N) 098 30 45.     (W)   SCALED
 AE9761* NAVD 88 ORTHO HEIGHT -   393.416 (meters)     1290.73  (feet) ADJUSTED
 AE9761  ______________________________________________________________________
 AE9761  GEOID HEIGHT    -        -24.314 (meters)                     GEOID18
 AE9761  DYNAMIC HEIGHT  -        393.375 (meters)     1290.60  (feet) COMP
 AE9761  MODELED GRAVITY -    980,502.5   (mgal)                       NAVD 88
 AE9761
 AE9761  VERT ORDER      -  FIRST     CLASS II
 AE9761
 AE9761.The horizontal coordinates were scaled from a map and have
 AE9761.an estimated accuracy of +/- 6 seconds.
 AE9761
 AE9761.The orthometric height was determined by differential leveling and
 AE9761.adjusted by the NATIONAL GEODETIC SURVEY
 AE9761.in July 1998.
 AE9761
 AE9761.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9761.GEOID18 height accuracy estimate available here.
 AE9761
 AE9761.Click photographs - Photos may exist for this station.
 AE9761
 AE9761.The dynamic height is computed by dividing the NAVD 88
 AE9761.geopotential number by the normal gravity value computed on the
 AE9761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9761.degrees latitude (g = 980.6199 gals.).
 AE9761
 AE9761.The modeled gravity was interpolated from observed gravity values.
 AE9761
 AE9761;                    North         East    Units  Estimated Accuracy
 AE9761;SPC SD N     -   129,790.      717,290.      MT  (+/- 180 meters Scaled)
 AE9761
 AE9761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384821(NAD 83)
 AE9761
 AE9761                          SUPERSEDED SURVEY CONTROL
 AE9761
 AE9761.No superseded survey control is available for this station.
 AE9761
 AE9761_MARKER: DD = SURVEY DISK
 AE9761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9761_STAMPING: 281-161.98 1996
 AE9761_MARK LOGO: SDDT
 AE9761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9761+STABILITY: SURFACE MOTION
 AE9761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9761+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9761
 AE9761  HISTORY     - Date     Condition        Report By
 AE9761  HISTORY     - 1996     MONUMENTED       SDDT
 AE9761  HISTORY     - 19970422 GOOD             NGS
 AE9761
 AE9761                          STATION DESCRIPTION
 AE9761
 AE9761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9761'12.9 KM (8.00 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9761'IN REDFIELD, 186.0 M (610.2 FT) SOUTH OF MILEPOST 162, 23.1 M (75.8
 AE9761'FT) WEST OF THE HIGHWAY CENTERLINE, 10.2 M (33.5 FT) NORTH OF THE
 AE9761'CENTER OF A DIRT ROAD LEADING WEST TO THE ASHTON CEMETERY, 1.0 M (3.3
 AE9761'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE
 AE9761'CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AE9761'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9762 ***********************************************************************
 AE9762  DESIGNATION -  281 162.90
 AE9762  PID         -  AE9762
 AE9762  STATE/COUNTY-  SD/SPINK
 AE9762  COUNTRY     -  US
 AE9762  USGS QUAD   -  ATHOL (2017)
 AE9762
 AE9762                         *CURRENT SURVEY CONTROL
 AE9762  ______________________________________________________________________
 AE9762* NAD 83(1986) POSITION- 45 00 21.     (N) 098 30 45.     (W)   SCALED
 AE9762* NAVD 88 ORTHO HEIGHT -   394.228 (meters)     1293.40  (feet) ADJUSTED
 AE9762  ______________________________________________________________________
 AE9762  GEOID HEIGHT    -        -24.319 (meters)                     GEOID18
 AE9762  DYNAMIC HEIGHT  -        394.187 (meters)     1293.26  (feet) COMP
 AE9762  MODELED GRAVITY -    980,502.2   (mgal)                       NAVD 88
 AE9762
 AE9762  VERT ORDER      -  FIRST     CLASS II
 AE9762
 AE9762.The horizontal coordinates were scaled from a map and have
 AE9762.an estimated accuracy of +/- 6 seconds.
 AE9762
 AE9762.The orthometric height was determined by differential leveling and
 AE9762.adjusted by the NATIONAL GEODETIC SURVEY
 AE9762.in July 1998.
 AE9762
 AE9762.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9762.GEOID18 height accuracy estimate available here.
 AE9762
 AE9762.Click photographs - Photos may exist for this station.
 AE9762
 AE9762.The dynamic height is computed by dividing the NAVD 88
 AE9762.geopotential number by the normal gravity value computed on the
 AE9762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9762.degrees latitude (g = 980.6199 gals.).
 AE9762
 AE9762.The modeled gravity was interpolated from observed gravity values.
 AE9762
 AE9762;                    North         East    Units  Estimated Accuracy
 AE9762;SPC SD N     -   131,370.      717,260.      MT  (+/- 180 meters Scaled)
 AE9762
 AE9762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ384837(NAD 83)
 AE9762
 AE9762                          SUPERSEDED SURVEY CONTROL
 AE9762
 AE9762.No superseded survey control is available for this station.
 AE9762
 AE9762_MARKER: DD = SURVEY DISK
 AE9762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9762_STAMPING: 281-162.90 1996
 AE9762_MARK LOGO: SDDT
 AE9762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9762+STABILITY: SURFACE MOTION
 AE9762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9762+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9762
 AE9762  HISTORY     - Date     Condition        Report By
 AE9762  HISTORY     - 1996     MONUMENTED       SDDT
 AE9762  HISTORY     - 19970422 GOOD             NGS
 AE9762
 AE9762                          STATION DESCRIPTION
 AE9762
 AE9762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9762'14.6 KM (9.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE
 AE9762'IN REDFIELD, 150.5 M (493.8 FT) SOUTH OF MILEPOST 163, 22.8 M (74.8
 AE9762'FT) EAST OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) NORTH OF THE
 AE9762'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9762'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9762'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9763 ***********************************************************************
 AE9763  CBN         -  This is a Cooperative Base Network Control Station.
 AE9763  DESIGNATION -  281 163.91
 AE9763  PID         -  AE9763
 AE9763  STATE/COUNTY-  SD/SPINK
 AE9763  COUNTRY     -  US
 AE9763  USGS QUAD   -  ATHOL (2017)
 AE9763
 AE9763                         *CURRENT SURVEY CONTROL
 AE9763  ______________________________________________________________________
 AE9763* NAD 83(2011) POSITION- 45 01 14.01650(N) 098 30 47.86411(W)   ADJUSTED
 AE9763* NAD 83(2011) ELLIP HT-   370.143 (meters)        (06/27/12)   ADJUSTED
 AE9763* NAD 83(2011) EPOCH   -  2010.00
 AE9763* NAVD 88 ORTHO HEIGHT -   394.483 (meters)     1294.23  (feet) ADJUSTED
 AE9763  ______________________________________________________________________
 AE9763  GEOID HEIGHT    -        -24.324 (meters)                     GEOID18
 AE9763  NAD 83(2011) X  -   -668,578.738 (meters)                     COMP
 AE9763  NAD 83(2011) Y  - -4,466,474.581 (meters)                     COMP
 AE9763  NAD 83(2011) Z  -  4,489,225.604 (meters)                     COMP
 AE9763  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 AE9763  DYNAMIC HEIGHT  -        394.443 (meters)     1294.10  (feet) COMP
 AE9763  MODELED GRAVITY -    980,503.1   (mgal)                       NAVD 88
 AE9763
 AE9763  VERT ORDER      -  FIRST     CLASS II
 AE9763
 AE9763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9763  Standards:
 AE9763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9763  -------------------------------------------------------------------
 AE9763  NETWORK    0.60   1.16           0.27   0.21   0.59      0.03555166
 AE9763  -------------------------------------------------------------------
 AE9763  Click here for local accuracies and other accuracy information.
 AE9763
 AE9763.The horizontal coordinates were established by GPS observations
 AE9763.and adjusted by the National Geodetic Survey in June 2012.
 AE9763
 AE9763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9763.been affixed to the stable North American tectonic plate. See 
 AE9763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9763
 AE9763.The horizontal coordinates are valid at the epoch date displayed above
 AE9763.which is a decimal equivalence of Year/Month/Day.
 AE9763
 AE9763.The orthometric height was determined by differential leveling and
 AE9763.adjusted by the NATIONAL GEODETIC SURVEY
 AE9763.in July 1998.
 AE9763
 AE9763.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9763.GEOID18 height accuracy estimate available here.
 AE9763
 AE9763.Click photographs - Photos may exist for this station.
 AE9763
 AE9763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9763
 AE9763.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9763
 AE9763.The ellipsoidal height was determined by GPS observations
 AE9763.and is referenced to NAD 83.
 AE9763
 AE9763.The dynamic height is computed by dividing the NAVD 88
 AE9763.geopotential number by the normal gravity value computed on the
 AE9763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9763.degrees latitude (g = 980.6199 gals.).
 AE9763
 AE9763.The modeled gravity was interpolated from observed gravity values.
 AE9763
 AE9763. The following values were computed from the NAD 83(2011) position.
 AE9763
 AE9763;                    North         East     Units Scale Factor Converg.
 AE9763;SPC SD N     -   133,003.271   717,166.303   MT  0.99993925   +1 03 07.9
 AE9763;SPC SD N     -   436,361.56  2,352,903.11   sFT  0.99993925   +1 03 07.9
 AE9763;UTM  14      - 4,985,349.582   538,346.032   MT  0.99961808   +0 20 39.4
 AE9763
 AE9763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9763!SPC SD N     -   0.99994197  x   0.99993925  =   0.99988122
 AE9763!UTM  14      -   0.99994197  x   0.99961808  =   0.99956007
 AE9763
 AE9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3834685349(NAD 83)
 AE9763
 AE9763                          SUPERSEDED SURVEY CONTROL
 AE9763
 AE9763  NAD 83(2007)-  45 01 14.01647(N)    098 30 47.86507(W) AD(2002.00) 0
 AE9763  ELLIP H (02/10/07)  370.190  (m)                       GP(2002.00)    
 AE9763  NAD 83(1996)-  45 01 14.01625(N)    098 30 47.86494(W) AD(       ) A
 AE9763  ELLIP H (06/23/03)  370.194  (m)                       GP(       ) 3 1
 AE9763  NAVD 88             394.48   (m)         1294.2    (f) LEVELING    3  
 AE9763
 AE9763.Superseded values are not recommended for survey control.
 AE9763
 AE9763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9763.See file dsdata.pdf to determine how the superseded data were derived.
 AE9763
 AE9763_MARKER: Z = SEE DESCRIPTION
 AE9763_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9763_STAMPING: 281-163.91 1996
 AE9763_MARK LOGO: NGS
 AE9763_PROJECTION: FLUSH
 AE9763_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9763+STABILITY: POSITION/ELEVATION WELL
 AE9763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9763+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AE9763_ROD/PIPE-DEPTH: 6.40 meters
 AE9763_SLEEVE-DEPTH  : 1.80 meters
 AE9763
 AE9763  HISTORY     - Date     Condition        Report By
 AE9763  HISTORY     - 1996     MONUMENTED       SDDT
 AE9763  HISTORY     - 19970422 GOOD             NGS
 AE9763  HISTORY     - 20020529 GOOD             SDDT
 AE9763  HISTORY     - 20160516 GOOD             DEWDAV
 AE9763
 AE9763                          STATION DESCRIPTION
 AE9763
 AE9763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9763'16.2 KM (10.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9763'COURTHOUSE IN REDFIELD, 139.0 M (456.0 FT) SOUTH OF MILEPOST 164, 24.9
 AE9763'M (81.7 FT) EAST OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT) NORTH OF
 AE9763'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9763'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AE9763'EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE9763'STEEL REVIT AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1
 AE9763'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE9763'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AE9763
 AE9763                          STATION RECOVERY (2002)
 AE9763
 AE9763'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE9763'RECOVERED AS DESCRIBED
 AE9763'
 AE9763
 AE9763                          STATION RECOVERY (2016)
 AE9763
 AE9763'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AE9763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9764 ***********************************************************************
 AE9764  DESIGNATION -  281 164.91
 AE9764  PID         -  AE9764
 AE9764  STATE/COUNTY-  SD/SPINK
 AE9764  COUNTRY     -  US
 AE9764  USGS QUAD   -  ATHOL (2017)
 AE9764
 AE9764                         *CURRENT SURVEY CONTROL
 AE9764  ______________________________________________________________________
 AE9764* NAD 83(1986) POSITION- 45 02 05.     (N) 098 30 45.     (W)   SCALED
 AE9764* NAVD 88 ORTHO HEIGHT -   394.662 (meters)     1294.82  (feet) ADJUSTED
 AE9764  ______________________________________________________________________
 AE9764  GEOID HEIGHT    -        -24.330 (meters)                     GEOID18
 AE9764  DYNAMIC HEIGHT  -        394.622 (meters)     1294.69  (feet) COMP
 AE9764  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 AE9764
 AE9764  VERT ORDER      -  FIRST     CLASS II
 AE9764
 AE9764.The horizontal coordinates were scaled from a map and have
 AE9764.an estimated accuracy of +/- 6 seconds.
 AE9764
 AE9764.The orthometric height was determined by differential leveling and
 AE9764.adjusted by the NATIONAL GEODETIC SURVEY
 AE9764.in July 1998.
 AE9764
 AE9764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9764.GEOID18 height accuracy estimate available here.
 AE9764
 AE9764.Click photographs - Photos may exist for this station.
 AE9764
 AE9764.The dynamic height is computed by dividing the NAVD 88
 AE9764.geopotential number by the normal gravity value computed on the
 AE9764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9764.degrees latitude (g = 980.6199 gals.).
 AE9764
 AE9764.The modeled gravity was interpolated from observed gravity values.
 AE9764
 AE9764;                    North         East    Units  Estimated Accuracy
 AE9764;SPC SD N     -   134,580.      717,200.      MT  (+/- 180 meters Scaled)
 AE9764
 AE9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383869(NAD 83)
 AE9764
 AE9764                          SUPERSEDED SURVEY CONTROL
 AE9764
 AE9764.No superseded survey control is available for this station.
 AE9764
 AE9764_MARKER: DD = SURVEY DISK
 AE9764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9764_STAMPING: 281-164.91 1996
 AE9764_MARK LOGO: SDDT
 AE9764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9764+STABILITY: SURFACE MOTION
 AE9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9764+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9764
 AE9764  HISTORY     - Date     Condition        Report By
 AE9764  HISTORY     - 1996     MONUMENTED       SDDT
 AE9764  HISTORY     - 19970422 GOOD             NGS
 AE9764
 AE9764                          STATION DESCRIPTION
 AE9764
 AE9764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9764'17.8 KM (11.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9764'COURTHOUSE IN REDFIELD, 151.5 M (497.0 FT) SOUTH OF MILEPOST 165, 21.8
 AE9764'M (71.5 FT) EAST OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT) SOUTH OF
 AE9764'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9764'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9764'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9765 ***********************************************************************
 AE9765  DESIGNATION -  281 165.91
 AE9765  PID         -  AE9765
 AE9765  STATE/COUNTY-  SD/SPINK
 AE9765  COUNTRY     -  US
 AE9765  USGS QUAD   -  ATHOL (2017)
 AE9765
 AE9765                         *CURRENT SURVEY CONTROL
 AE9765  ______________________________________________________________________
 AE9765* NAD 83(1986) POSITION- 45 02 59.     (N) 098 30 46.     (W)   SCALED
 AE9765* NAVD 88 ORTHO HEIGHT -   394.314 (meters)     1293.68  (feet) ADJUSTED
 AE9765  ______________________________________________________________________
 AE9765  GEOID HEIGHT    -        -24.336 (meters)                     GEOID18
 AE9765  DYNAMIC HEIGHT  -        394.275 (meters)     1293.55  (feet) COMP
 AE9765  MODELED GRAVITY -    980,504.8   (mgal)                       NAVD 88
 AE9765
 AE9765  VERT ORDER      -  FIRST     CLASS II
 AE9765
 AE9765.The horizontal coordinates were scaled from a map and have
 AE9765.an estimated accuracy of +/- 6 seconds.
 AE9765
 AE9765.The orthometric height was determined by differential leveling and
 AE9765.adjusted by the NATIONAL GEODETIC SURVEY
 AE9765.in July 1998.
 AE9765
 AE9765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9765.GEOID18 height accuracy estimate available here.
 AE9765
 AE9765.Click photographs - Photos may exist for this station.
 AE9765
 AE9765.The dynamic height is computed by dividing the NAVD 88
 AE9765.geopotential number by the normal gravity value computed on the
 AE9765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9765.degrees latitude (g = 980.6199 gals.).
 AE9765
 AE9765.The modeled gravity was interpolated from observed gravity values.
 AE9765
 AE9765;                    North         East    Units  Estimated Accuracy
 AE9765;SPC SD N     -   136,240.      717,150.      MT  (+/- 180 meters Scaled)
 AE9765
 AE9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383885(NAD 83)
 AE9765
 AE9765                          SUPERSEDED SURVEY CONTROL
 AE9765
 AE9765.No superseded survey control is available for this station.
 AE9765
 AE9765_MARKER: DD = SURVEY DISK
 AE9765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9765_STAMPING: 281-165.91 1996
 AE9765_MARK LOGO: SDDT
 AE9765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9765+STABILITY: SURFACE MOTION
 AE9765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9765+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9765
 AE9765  HISTORY     - Date     Condition        Report By
 AE9765  HISTORY     - 1996     MONUMENTED       SDDT
 AE9765  HISTORY     - 19970422 GOOD             NGS
 AE9765
 AE9765                          STATION DESCRIPTION
 AE9765
 AE9765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9765'19.4 KM (12.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9765'COURTHOUSE IN REDFIELD, 151.0 M (495.4 FT) SOUTH OF MILEPOST 166, 25.3
 AE9765'M (83.0 FT) SOUTH OF THE NORTH ENTRANCE INTO A ROAD SIDE PARK, 18.3 M
 AE9765'(60.0 FT) WEST OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) NORTH OF A
 AE9765'SIGN (DRULEY-MILLER ROAD SIDE PARK), 5.3 M (17.4 FT) EAST OF THE
 AE9765'CENTER OF A DIRT ROAD, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9765'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9765'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9766 ***********************************************************************
 AE9766  DESIGNATION -  281 167.03
 AE9766  PID         -  AE9766
 AE9766  STATE/COUNTY-  SD/SPINK
 AE9766  COUNTRY     -  US
 AE9766  USGS QUAD   -  ATHOL (2017)
 AE9766
 AE9766                         *CURRENT SURVEY CONTROL
 AE9766  ______________________________________________________________________
 AE9766* NAD 83(1986) POSITION- 45 03 56.     (N) 098 30 46.     (W)   SCALED
 AE9766* NAVD 88 ORTHO HEIGHT -   395.197 (meters)     1296.58  (feet) ADJUSTED
 AE9766  ______________________________________________________________________
 AE9766  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AE9766  DYNAMIC HEIGHT  -        395.158 (meters)     1296.45  (feet) COMP
 AE9766  MODELED GRAVITY -    980,505.7   (mgal)                       NAVD 88
 AE9766
 AE9766  VERT ORDER      -  FIRST     CLASS II
 AE9766
 AE9766.The horizontal coordinates were scaled from a map and have
 AE9766.an estimated accuracy of +/- 6 seconds.
 AE9766
 AE9766.The orthometric height was determined by differential leveling and
 AE9766.adjusted by the NATIONAL GEODETIC SURVEY
 AE9766.in July 1998.
 AE9766
 AE9766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9766.GEOID18 height accuracy estimate available here.
 AE9766
 AE9766.Click photographs - Photos may exist for this station.
 AE9766
 AE9766.The dynamic height is computed by dividing the NAVD 88
 AE9766.geopotential number by the normal gravity value computed on the
 AE9766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9766.degrees latitude (g = 980.6199 gals.).
 AE9766
 AE9766.The modeled gravity was interpolated from observed gravity values.
 AE9766
 AE9766;                    North         East    Units  Estimated Accuracy
 AE9766;SPC SD N     -   138,000.      717,120.      MT  (+/- 180 meters Scaled)
 AE9766
 AE9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383903(NAD 83)
 AE9766
 AE9766                          SUPERSEDED SURVEY CONTROL
 AE9766
 AE9766.No superseded survey control is available for this station.
 AE9766
 AE9766_MARKER: DD = SURVEY DISK
 AE9766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9766_STAMPING: 281-167.03 1996
 AE9766_MARK LOGO: SDDT
 AE9766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9766+STABILITY: SURFACE MOTION
 AE9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9766+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9766
 AE9766  HISTORY     - Date     Condition        Report By
 AE9766  HISTORY     - 1996     MONUMENTED       SDDT
 AE9766  HISTORY     - 19970422 GOOD             NGS
 AE9766
 AE9766                          STATION DESCRIPTION
 AE9766
 AE9766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9766'21.2 KM (13.15 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9766'COURTHOUSE IN REDFIELD, 55.0 M (180.4 FT) NORTH OF MILEPOST 167, 22.8
 AE9766'M (74.8 FT) EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE
 AE9766'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 AE9766'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9767 ***********************************************************************
 AE9767  DESIGNATION -  281 167.92
 AE9767  PID         -  AE9767
 AE9767  STATE/COUNTY-  SD/SPINK
 AE9767  COUNTRY     -  US
 AE9767  USGS QUAD   -  ATHOL (2017)
 AE9767
 AE9767                         *CURRENT SURVEY CONTROL
 AE9767  ______________________________________________________________________
 AE9767* NAD 83(1986) POSITION- 45 04 42.     (N) 098 30 46.     (W)   SCALED
 AE9767* NAVD 88 ORTHO HEIGHT -   395.234 (meters)     1296.70  (feet) ADJUSTED
 AE9767  ______________________________________________________________________
 AE9767  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AE9767  DYNAMIC HEIGHT  -        395.195 (meters)     1296.57  (feet) COMP
 AE9767  MODELED GRAVITY -    980,506.5   (mgal)                       NAVD 88
 AE9767
 AE9767  VERT ORDER      -  FIRST     CLASS II
 AE9767
 AE9767.The horizontal coordinates were scaled from a map and have
 AE9767.an estimated accuracy of +/- 6 seconds.
 AE9767
 AE9767.The orthometric height was determined by differential leveling and
 AE9767.adjusted by the NATIONAL GEODETIC SURVEY
 AE9767.in July 1998.
 AE9767
 AE9767.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9767.GEOID18 height accuracy estimate available here.
 AE9767
 AE9767.Click photographs - Photos may exist for this station.
 AE9767
 AE9767.The dynamic height is computed by dividing the NAVD 88
 AE9767.geopotential number by the normal gravity value computed on the
 AE9767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9767.degrees latitude (g = 980.6199 gals.).
 AE9767
 AE9767.The modeled gravity was interpolated from observed gravity values.
 AE9767
 AE9767;                    North         East    Units  Estimated Accuracy
 AE9767;SPC SD N     -   139,420.      717,090.      MT  (+/- 180 meters Scaled)
 AE9767
 AE9767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383917(NAD 83)
 AE9767
 AE9767                          SUPERSEDED SURVEY CONTROL
 AE9767
 AE9767.No superseded survey control is available for this station.
 AE9767
 AE9767_MARKER: DD = SURVEY DISK
 AE9767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9767_STAMPING: 281-167.92 1996
 AE9767_MARK LOGO: SDDT
 AE9767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9767+STABILITY: SURFACE MOTION
 AE9767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9767+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9767
 AE9767  HISTORY     - Date     Condition        Report By
 AE9767  HISTORY     - 1996     MONUMENTED       SDDT
 AE9767  HISTORY     - 19970422 GOOD             NGS
 AE9767
 AE9767                          STATION DESCRIPTION
 AE9767
 AE9767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9767'22.6 KM (14.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9767'COURTHOUSE IN REDFIELD, 127.0 M (416.7 FT) SOUTH OF MILEPOST 168, 30.3
 AE9767'M (99.4 FT) EAST OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) SOUTH OF
 AE9767'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9767'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9767'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9768 ***********************************************************************
 AE9768  DESIGNATION -  281 168.93
 AE9768  PID         -  AE9768
 AE9768  STATE/COUNTY-  SD/SPINK
 AE9768  COUNTRY     -  US
 AE9768  USGS QUAD   -  ATHOL (2017)
 AE9768
 AE9768                         *CURRENT SURVEY CONTROL
 AE9768  ______________________________________________________________________
 AE9768* NAD 83(1986) POSITION- 45 05 36.     (N) 098 30 45.     (W)   SCALED
 AE9768* NAVD 88 ORTHO HEIGHT -   395.032 (meters)     1296.03  (feet) ADJUSTED
 AE9768  ______________________________________________________________________
 AE9768  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 AE9768  DYNAMIC HEIGHT  -        394.994 (meters)     1295.91  (feet) COMP
 AE9768  MODELED GRAVITY -    980,507.4   (mgal)                       NAVD 88
 AE9768
 AE9768  VERT ORDER      -  FIRST     CLASS II
 AE9768
 AE9768.The horizontal coordinates were scaled from a map and have
 AE9768.an estimated accuracy of +/- 6 seconds.
 AE9768
 AE9768.The orthometric height was determined by differential leveling and
 AE9768.adjusted by the NATIONAL GEODETIC SURVEY
 AE9768.in July 1998.
 AE9768
 AE9768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9768.GEOID18 height accuracy estimate available here.
 AE9768
 AE9768.Click photographs - Photos may exist for this station.
 AE9768
 AE9768.The dynamic height is computed by dividing the NAVD 88
 AE9768.geopotential number by the normal gravity value computed on the
 AE9768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9768.degrees latitude (g = 980.6199 gals.).
 AE9768
 AE9768.The modeled gravity was interpolated from observed gravity values.
 AE9768
 AE9768;                    North         East    Units  Estimated Accuracy
 AE9768;SPC SD N     -   141,090.      717,080.      MT  (+/- 180 meters Scaled)
 AE9768
 AE9768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383934(NAD 83)
 AE9768
 AE9768                          SUPERSEDED SURVEY CONTROL
 AE9768
 AE9768.No superseded survey control is available for this station.
 AE9768
 AE9768_MARKER: Z = SEE DESCRIPTION
 AE9768_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9768_STAMPING: 281-168.93 1996
 AE9768_MARK LOGO: NGS
 AE9768_PROJECTION: FLUSH
 AE9768_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9768+STABILITY: POSITION/ELEVATION WELL
 AE9768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9768+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9768_ROD/PIPE-DEPTH: 6.4 meters
 AE9768_SLEEVE-DEPTH  : 1.8 meters
 AE9768
 AE9768  HISTORY     - Date     Condition        Report By
 AE9768  HISTORY     - 1996     MONUMENTED       SDDT
 AE9768  HISTORY     - 19970422 GOOD             NGS
 AE9768
 AE9768                          STATION DESCRIPTION
 AE9768
 AE9768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9768'24.2 KM (15.05 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9768'COURTHOUSE IN REDFIELD, 114.0 M (374.0 FT) SOUTH OF MILEPOST 169, 29.8
 AE9768'M (97.8 FT) EAST OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) NORTH OF
 AE9768'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9768'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE CORNER, AND
 AE9768'0.3 M (1.0 FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AE9768'STAINLESS STEEL REVIT AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO
 AE9768'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE9768'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9769 ***********************************************************************
 AE9769  DESIGNATION -  281 170.05
 AE9769  PID         -  AE9769
 AE9769  STATE/COUNTY-  SD/SPINK
 AE9769  COUNTRY     -  US
 AE9769  USGS QUAD   -  ATHOL (2017)
 AE9769
 AE9769                         *CURRENT SURVEY CONTROL
 AE9769  ______________________________________________________________________
 AE9769* NAD 83(1986) POSITION- 45 06 34.     (N) 098 30 45.     (W)   SCALED
 AE9769* NAVD 88 ORTHO HEIGHT -   394.564 (meters)     1294.50  (feet) ADJUSTED
 AE9769  ______________________________________________________________________
 AE9769  GEOID HEIGHT    -        -24.354 (meters)                     GEOID18
 AE9769  DYNAMIC HEIGHT  -        394.525 (meters)     1294.37  (feet) COMP
 AE9769  MODELED GRAVITY -    980,508.4   (mgal)                       NAVD 88
 AE9769
 AE9769  VERT ORDER      -  FIRST     CLASS II
 AE9769
 AE9769.The horizontal coordinates were scaled from a map and have
 AE9769.an estimated accuracy of +/- 6 seconds.
 AE9769
 AE9769.The orthometric height was determined by differential leveling and
 AE9769.adjusted by the NATIONAL GEODETIC SURVEY
 AE9769.in July 1998.
 AE9769
 AE9769.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9769.GEOID18 height accuracy estimate available here.
 AE9769
 AE9769.Click photographs - Photos may exist for this station.
 AE9769
 AE9769.The dynamic height is computed by dividing the NAVD 88
 AE9769.geopotential number by the normal gravity value computed on the
 AE9769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9769.degrees latitude (g = 980.6199 gals.).
 AE9769
 AE9769.The modeled gravity was interpolated from observed gravity values.
 AE9769
 AE9769;                    North         East    Units  Estimated Accuracy
 AE9769;SPC SD N     -   142,880.      717,050.      MT  (+/- 180 meters Scaled)
 AE9769
 AE9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383952(NAD 83)
 AE9769
 AE9769                          SUPERSEDED SURVEY CONTROL
 AE9769
 AE9769.No superseded survey control is available for this station.
 AE9769
 AE9769_MARKER: DD = SURVEY DISK
 AE9769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9769_STAMPING: 281-170.05 1996
 AE9769_MARK LOGO: SDDT
 AE9769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9769+STABILITY: SURFACE MOTION
 AE9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9769+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9769
 AE9769  HISTORY     - Date     Condition        Report By
 AE9769  HISTORY     - 1996     MONUMENTED       SDDT
 AE9769  HISTORY     - 19970422 GOOD             NGS
 AE9769
 AE9769                          STATION DESCRIPTION
 AE9769
 AE9769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9769'26.0 KM (16.15 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9769'COURTHOUSE IN REDFIELD, 81.0 M (265.7 FT) NORTH OF MILEPOST 170, 28.0
 AE9769'M (91.9 FT) EAST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT) SOUTH OF
 AE9769'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9769'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9769'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9770 ***********************************************************************
 AE9770  DESIGNATION -  281 170.92
 AE9770  PID         -  AE9770
 AE9770  STATE/COUNTY-  SD/SPINK
 AE9770  COUNTRY     -  US
 AE9770  USGS QUAD   -  ATHOL (2017)
 AE9770
 AE9770                         *CURRENT SURVEY CONTROL
 AE9770  ______________________________________________________________________
 AE9770* NAD 83(1986) POSITION- 45 07 20.     (N) 098 30 45.     (W)   SCALED
 AE9770* NAVD 88 ORTHO HEIGHT -   394.585 (meters)     1294.57  (feet) ADJUSTED
 AE9770  ______________________________________________________________________
 AE9770  GEOID HEIGHT    -        -24.355 (meters)                     GEOID18
 AE9770  DYNAMIC HEIGHT  -        394.547 (meters)     1294.44  (feet) COMP
 AE9770  MODELED GRAVITY -    980,509.2   (mgal)                       NAVD 88
 AE9770
 AE9770  VERT ORDER      -  FIRST     CLASS II
 AE9770
 AE9770.The horizontal coordinates were scaled from a map and have
 AE9770.an estimated accuracy of +/- 6 seconds.
 AE9770
 AE9770.The orthometric height was determined by differential leveling and
 AE9770.adjusted by the NATIONAL GEODETIC SURVEY
 AE9770.in July 1998.
 AE9770
 AE9770.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9770.GEOID18 height accuracy estimate available here.
 AE9770
 AE9770.Click photographs - Photos may exist for this station.
 AE9770
 AE9770.The dynamic height is computed by dividing the NAVD 88
 AE9770.geopotential number by the normal gravity value computed on the
 AE9770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9770.degrees latitude (g = 980.6199 gals.).
 AE9770
 AE9770.The modeled gravity was interpolated from observed gravity values.
 AE9770
 AE9770;                    North         East    Units  Estimated Accuracy
 AE9770;SPC SD N     -   144,300.      717,020.      MT  (+/- 180 meters Scaled)
 AE9770
 AE9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383966(NAD 83)
 AE9770
 AE9770                          SUPERSEDED SURVEY CONTROL
 AE9770
 AE9770.No superseded survey control is available for this station.
 AE9770
 AE9770_MARKER: DD = SURVEY DISK
 AE9770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9770_STAMPING: 281-170.92 1996
 AE9770_MARK LOGO: SDDT
 AE9770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9770+STABILITY: SURFACE MOTION
 AE9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9770+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9770
 AE9770  HISTORY     - Date     Condition        Report By
 AE9770  HISTORY     - 1996     MONUMENTED       SDDT
 AE9770  HISTORY     - 19970422 GOOD             NGS
 AE9770
 AE9770                          STATION DESCRIPTION
 AE9770
 AE9770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9770'27.4 KM (17.00 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9770'COURTHOUSE IN REDFIELD, 142.0 M (465.9 FT) SOUTH OF MILEPOST 171, 30.3
 AE9770'M (99.4 FT) EAST OF THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) NORTH OF
 AE9770'THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) NORTHWEST OF THE NORTH
 AE9770'END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9770'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9770'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9771 ***********************************************************************
 AE9771  DESIGNATION -  281 171.92
 AE9771  PID         -  AE9771
 AE9771  STATE/COUNTY-  SD/SPINK
 AE9771  COUNTRY     -  US
 AE9771  USGS QUAD   -  NORTHVILLE (2017)
 AE9771
 AE9771                         *CURRENT SURVEY CONTROL
 AE9771  ______________________________________________________________________
 AE9771* NAD 83(1986) POSITION- 45 08 11.     (N) 098 30 45.     (W)   SCALED
 AE9771* NAVD 88 ORTHO HEIGHT -   394.945 (meters)     1295.75  (feet) ADJUSTED
 AE9771  ______________________________________________________________________
 AE9771  GEOID HEIGHT    -        -24.355 (meters)                     GEOID18
 AE9771  DYNAMIC HEIGHT  -        394.908 (meters)     1295.63  (feet) COMP
 AE9771  MODELED GRAVITY -    980,510.2   (mgal)                       NAVD 88
 AE9771
 AE9771  VERT ORDER      -  FIRST     CLASS II
 AE9771
 AE9771.The horizontal coordinates were scaled from a map and have
 AE9771.an estimated accuracy of +/- 6 seconds.
 AE9771
 AE9771.The orthometric height was determined by differential leveling and
 AE9771.adjusted by the NATIONAL GEODETIC SURVEY
 AE9771.in July 1998.
 AE9771
 AE9771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9771.GEOID18 height accuracy estimate available here.
 AE9771
 AE9771.Click photographs - Photos may exist for this station.
 AE9771
 AE9771.The dynamic height is computed by dividing the NAVD 88
 AE9771.geopotential number by the normal gravity value computed on the
 AE9771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9771.degrees latitude (g = 980.6199 gals.).
 AE9771
 AE9771.The modeled gravity was interpolated from observed gravity values.
 AE9771
 AE9771;                    North         East    Units  Estimated Accuracy
 AE9771;SPC SD N     -   145,870.      716,990.      MT  (+/- 180 meters Scaled)
 AE9771
 AE9771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ383982(NAD 83)
 AE9771
 AE9771                          SUPERSEDED SURVEY CONTROL
 AE9771
 AE9771.No superseded survey control is available for this station.
 AE9771
 AE9771_MARKER: DD = SURVEY DISK
 AE9771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9771_STAMPING: 281-171.92 1996
 AE9771_MARK LOGO: SDDT
 AE9771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9771+STABILITY: SURFACE MOTION
 AE9771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9771+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AE9771
 AE9771  HISTORY     - Date     Condition        Report By
 AE9771  HISTORY     - 1996     MONUMENTED       SDDT
 AE9771  HISTORY     - 19970422 GOOD             NGS
 AE9771
 AE9771                          STATION DESCRIPTION
 AE9771
 AE9771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9771'29.0 KM (18.00 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 AE9771'COURTHOUSE IN REDFIELD, 130.0 M (426.5 FT) SOUTH OF MILEPOST 172, 26.8
 AE9771'M (87.9 FT) EAST OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) NORTH OF
 AE9771'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9771'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9771'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9773 ***********************************************************************
 AE9773  DESIGNATION -  281 173.88
 AE9773  PID         -  AE9773
 AE9773  STATE/COUNTY-  SD/SPINK
 AE9773  COUNTRY     -  US
 AE9773  USGS QUAD   -  NORTHVILLE (2017)
 AE9773
 AE9773                         *CURRENT SURVEY CONTROL
 AE9773  ______________________________________________________________________
 AE9773* NAD 83(1986) POSITION- 45 09 56.     (N) 098 30 46.     (W)   SCALED
 AE9773* NAVD 88 ORTHO HEIGHT -   394.477 (meters)     1294.21  (feet) ADJUSTED
 AE9773  ______________________________________________________________________
 AE9773  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 AE9773  DYNAMIC HEIGHT  -        394.441 (meters)     1294.10  (feet) COMP
 AE9773  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 AE9773
 AE9773  VERT ORDER      -  FIRST     CLASS II
 AE9773
 AE9773.The horizontal coordinates were scaled from a map and have
 AE9773.an estimated accuracy of +/- 6 seconds.
 AE9773
 AE9773.The orthometric height was determined by differential leveling and
 AE9773.adjusted by the NATIONAL GEODETIC SURVEY
 AE9773.in July 1998.
 AE9773
 AE9773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9773.GEOID18 height accuracy estimate available here.
 AE9773
 AE9773.Click photographs - Photos may exist for this station.
 AE9773
 AE9773.The dynamic height is computed by dividing the NAVD 88
 AE9773.geopotential number by the normal gravity value computed on the
 AE9773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9773.degrees latitude (g = 980.6199 gals.).
 AE9773
 AE9773.The modeled gravity was interpolated from observed gravity values.
 AE9773
 AE9773;                    North         East    Units  Estimated Accuracy
 AE9773;SPC SD N     -   149,110.      716,910.      MT  (+/- 180 meters Scaled)
 AE9773
 AE9773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382014(NAD 83)
 AE9773
 AE9773                          SUPERSEDED SURVEY CONTROL
 AE9773
 AE9773.No superseded survey control is available for this station.
 AE9773
 AE9773_MARKER: DB = BENCH MARK DISK
 AE9773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9773_MARK LOGO: SDHD
 AE9773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9773+STABILITY: SURFACE MOTION
 AE9773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9773+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9773
 AE9773  HISTORY     - Date     Condition        Report By
 AE9773  HISTORY     - UNK      MONUMENTED       SDHD
 AE9773  HISTORY     - 19970425 GOOD             NGS
 AE9773
 AE9773                          STATION DESCRIPTION
 AE9773
 AE9773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9773'32.6 KM (20.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9773'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 167.0 M (547.9 FT) SOUTH OF
 AE9773'MILEPOST 174, 32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE
 AE9773'NORTHBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) SOUTH OF THE CENTER
 AE9773'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9773'0.5 M (1.6 FT) WEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST,
 AE9773'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  MARK REPORTED
 AE9773'UNSTAMPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9774 ***********************************************************************
 AE9774  DESIGNATION -  281 174.90
 AE9774  PID         -  AE9774
 AE9774  STATE/COUNTY-  SD/SPINK
 AE9774  COUNTRY     -  US
 AE9774  USGS QUAD   -  NORTHVILLE (2017)
 AE9774
 AE9774                         *CURRENT SURVEY CONTROL
 AE9774  ______________________________________________________________________
 AE9774* NAD 83(1986) POSITION- 45 10 48.     (N) 098 30 46.     (W)   SCALED
 AE9774* NAVD 88 ORTHO HEIGHT -   394.406 (meters)     1293.98  (feet) ADJUSTED
 AE9774  ______________________________________________________________________
 AE9774  GEOID HEIGHT    -        -24.348 (meters)                     GEOID18
 AE9774  DYNAMIC HEIGHT  -        394.370 (meters)     1293.86  (feet) COMP
 AE9774  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 AE9774
 AE9774  VERT ORDER      -  FIRST     CLASS II
 AE9774
 AE9774.The horizontal coordinates were scaled from a map and have
 AE9774.an estimated accuracy of +/- 6 seconds.
 AE9774
 AE9774.The orthometric height was determined by differential leveling and
 AE9774.adjusted by the NATIONAL GEODETIC SURVEY
 AE9774.in July 1998.
 AE9774
 AE9774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9774.GEOID18 height accuracy estimate available here.
 AE9774
 AE9774.Click photographs - Photos may exist for this station.
 AE9774
 AE9774.The dynamic height is computed by dividing the NAVD 88
 AE9774.geopotential number by the normal gravity value computed on the
 AE9774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9774.degrees latitude (g = 980.6199 gals.).
 AE9774
 AE9774.The modeled gravity was interpolated from observed gravity values.
 AE9774
 AE9774;                    North         East    Units  Estimated Accuracy
 AE9774;SPC SD N     -   150,720.      716,880.      MT  (+/- 180 meters Scaled)
 AE9774
 AE9774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382030(NAD 83)
 AE9774
 AE9774                          SUPERSEDED SURVEY CONTROL
 AE9774
 AE9774.No superseded survey control is available for this station.
 AE9774
 AE9774_MARKER: DB = BENCH MARK DISK
 AE9774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9774_STAMPING: 281-174.90
 AE9774_MARK LOGO: SDHD
 AE9774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9774+STABILITY: SURFACE MOTION
 AE9774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9774+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9774
 AE9774  HISTORY     - Date     Condition        Report By
 AE9774  HISTORY     - UNK      MONUMENTED       SDHD
 AE9774  HISTORY     - 19970425 GOOD             NGS
 AE9774
 AE9774                          STATION DESCRIPTION
 AE9774
 AE9774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9774'31.0 KM (19.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9774'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 154.0 M (505.2 FT) SOUTH OF
 AE9774'MILEPOST 175, 31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE
 AE9774'NORTHBOUND LANES OF THE HIGHWAY, 31.7 M (104.0 FT) NORTH OF THE CENTER
 AE9774'OF A FIELD ENTRANCE, 0.8 M (2.6 FT) SOUTHWEST OF THE WEST END OF A
 AE9774'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AE9774'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9774'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9775 ***********************************************************************
 AE9775  DESIGNATION -  281 175.91
 AE9775  PID         -  AE9775
 AE9775  STATE/COUNTY-  SD/SPINK
 AE9775  COUNTRY     -  US
 AE9775  USGS QUAD   -  NORTHVILLE (2017)
 AE9775
 AE9775                         *CURRENT SURVEY CONTROL
 AE9775  ______________________________________________________________________
 AE9775* NAD 83(1986) POSITION- 45 11 39.     (N) 098 30 46.     (W)   SCALED
 AE9775* NAVD 88 ORTHO HEIGHT -   394.671 (meters)     1294.85  (feet) ADJUSTED
 AE9775  ______________________________________________________________________
 AE9775  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 AE9775  DYNAMIC HEIGHT  -        394.636 (meters)     1294.73  (feet) COMP
 AE9775  MODELED GRAVITY -    980,514.5   (mgal)                       NAVD 88
 AE9775
 AE9775  VERT ORDER      -  FIRST     CLASS II
 AE9775
 AE9775.The horizontal coordinates were scaled from a map and have
 AE9775.an estimated accuracy of +/- 6 seconds.
 AE9775
 AE9775.The orthometric height was determined by differential leveling and
 AE9775.adjusted by the NATIONAL GEODETIC SURVEY
 AE9775.in July 1998.
 AE9775
 AE9775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9775.GEOID18 height accuracy estimate available here.
 AE9775
 AE9775.Click photographs - Photos may exist for this station.
 AE9775
 AE9775.The dynamic height is computed by dividing the NAVD 88
 AE9775.geopotential number by the normal gravity value computed on the
 AE9775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9775.degrees latitude (g = 980.6199 gals.).
 AE9775
 AE9775.The modeled gravity was interpolated from observed gravity values.
 AE9775
 AE9775;                    North         East    Units  Estimated Accuracy
 AE9775;SPC SD N     -   152,290.      716,850.      MT  (+/- 180 meters Scaled)
 AE9775
 AE9775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382046(NAD 83)
 AE9775
 AE9775                          SUPERSEDED SURVEY CONTROL
 AE9775
 AE9775.No superseded survey control is available for this station.
 AE9775
 AE9775_MARKER: DB = BENCH MARK DISK
 AE9775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9775_STAMPING: 281-175.91
 AE9775_MARK LOGO: SDHD
 AE9775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9775+STABILITY: SURFACE MOTION
 AE9775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9775+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9775
 AE9775  HISTORY     - Date     Condition        Report By
 AE9775  HISTORY     - UNK      MONUMENTED       SDHD
 AE9775  HISTORY     - 19970425 GOOD             NGS
 AE9775
 AE9775                          STATION DESCRIPTION
 AE9775
 AE9775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9775'29.4 KM (18.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9775'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 144.0 M (472.4 FT) SOUTH OF
 AE9775'MILEPOST 176, 29.4 M (96.5 FT) EAST OF THE CENTERLINE OF THE
 AE9775'NORTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL GUARD
 AE9775'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE9775'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9775'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9776 ***********************************************************************
 AE9776  DESIGNATION -  281 176.85
 AE9776  PID         -  AE9776
 AE9776  STATE/COUNTY-  SD/SPINK
 AE9776  COUNTRY     -  US
 AE9776  USGS QUAD   -  NORTHVILLE (2017)
 AE9776
 AE9776                         *CURRENT SURVEY CONTROL
 AE9776  ______________________________________________________________________
 AE9776* NAD 83(1986) POSITION- 45 12 29.     (N) 098 30 46.     (W)   SCALED
 AE9776* NAVD 88 ORTHO HEIGHT -   393.902 (meters)     1292.33  (feet) ADJUSTED
 AE9776  ______________________________________________________________________
 AE9776  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 AE9776  DYNAMIC HEIGHT  -        393.867 (meters)     1292.21  (feet) COMP
 AE9776  MODELED GRAVITY -    980,515.8   (mgal)                       NAVD 88
 AE9776
 AE9776  VERT ORDER      -  FIRST     CLASS II
 AE9776
 AE9776.The horizontal coordinates were scaled from a map and have
 AE9776.an estimated accuracy of +/- 6 seconds.
 AE9776
 AE9776.The orthometric height was determined by differential leveling and
 AE9776.adjusted by the NATIONAL GEODETIC SURVEY
 AE9776.in July 1998.
 AE9776
 AE9776.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9776.GEOID18 height accuracy estimate available here.
 AE9776
 AE9776.Click photographs - Photos may exist for this station.
 AE9776
 AE9776.The dynamic height is computed by dividing the NAVD 88
 AE9776.geopotential number by the normal gravity value computed on the
 AE9776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9776.degrees latitude (g = 980.6199 gals.).
 AE9776
 AE9776.The modeled gravity was interpolated from observed gravity values.
 AE9776
 AE9776;                    North         East    Units  Estimated Accuracy
 AE9776;SPC SD N     -   153,840.      716,820.      MT  (+/- 180 meters Scaled)
 AE9776
 AE9776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382061(NAD 83)
 AE9776
 AE9776                          SUPERSEDED SURVEY CONTROL
 AE9776
 AE9776.No superseded survey control is available for this station.
 AE9776
 AE9776_MARKER: DD = SURVEY DISK
 AE9776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9776_STAMPING: 281 176.85 1996
 AE9776_MARK LOGO: SDDT
 AE9776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9776+STABILITY: SURFACE MOTION
 AE9776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9776+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9776
 AE9776  HISTORY     - Date     Condition        Report By
 AE9776  HISTORY     - 1996     MONUMENTED       SDDT
 AE9776  HISTORY     - 19970425 GOOD             NGS
 AE9776
 AE9776                          STATION DESCRIPTION
 AE9776
 AE9776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9776'27.8 KM (17.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9776'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 241.0 M (790.7 FT) SOUTH OF
 AE9776'MILEPOST 177, 32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE
 AE9776'NORTHBOUND LANES OF THE HIGHWAY, 5.9 M (19.4 FT) SOUTH OF THE CENTER
 AE9776'OF A FIELD ENTRANCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9776'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9776'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9777 ***********************************************************************
 AE9777  DESIGNATION -  281 177.40
 AE9777  PID         -  AE9777
 AE9777  STATE/COUNTY-  SD/SPINK
 AE9777  COUNTRY     -  US
 AE9777  USGS QUAD   -  NORTHVILLE (2017)
 AE9777
 AE9777                         *CURRENT SURVEY CONTROL
 AE9777  ______________________________________________________________________
 AE9777* NAD 83(1986) POSITION- 45 13 00.     (N) 098 30 46.     (W)   SCALED
 AE9777* NAVD 88 ORTHO HEIGHT -   392.789 (meters)     1288.68  (feet) ADJUSTED
 AE9777  ______________________________________________________________________
 AE9777  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AE9777  DYNAMIC HEIGHT  -        392.755 (meters)     1288.56  (feet) COMP
 AE9777  MODELED GRAVITY -    980,516.7   (mgal)                       NAVD 88
 AE9777
 AE9777  VERT ORDER      -  FIRST     CLASS II
 AE9777
 AE9777.The horizontal coordinates were scaled from a map and have
 AE9777.an estimated accuracy of +/- 6 seconds.
 AE9777
 AE9777.The orthometric height was determined by differential leveling and
 AE9777.adjusted by the NATIONAL GEODETIC SURVEY
 AE9777.in July 1998.
 AE9777
 AE9777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9777.GEOID18 height accuracy estimate available here.
 AE9777
 AE9777.Click photographs - Photos may exist for this station.
 AE9777
 AE9777.The dynamic height is computed by dividing the NAVD 88
 AE9777.geopotential number by the normal gravity value computed on the
 AE9777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9777.degrees latitude (g = 980.6199 gals.).
 AE9777
 AE9777.The modeled gravity was interpolated from observed gravity values.
 AE9777
 AE9777;                    North         East    Units  Estimated Accuracy
 AE9777;SPC SD N     -   154,790.      716,810.      MT  (+/- 180 meters Scaled)
 AE9777
 AE9777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382071(NAD 83)
 AE9777
 AE9777                          SUPERSEDED SURVEY CONTROL
 AE9777
 AE9777.No superseded survey control is available for this station.
 AE9777
 AE9777_MARKER: Z = SEE DESCRIPTION
 AE9777_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9777_STAMPING: 281-177.40 1996
 AE9777_MARK LOGO: NGS
 AE9777_PROJECTION: FLUSH
 AE9777_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9777+STABILITY: POSITION/ELEVATION WELL
 AE9777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9777+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9777_ROD/PIPE-DEPTH: 6.4 meters
 AE9777_SLEEVE-DEPTH  : 1.8 meters
 AE9777
 AE9777  HISTORY     - Date     Condition        Report By
 AE9777  HISTORY     - 1996     MONUMENTED       SDDT
 AE9777  HISTORY     - 19970425 GOOD             NGS
 AE9777
 AE9777                          STATION DESCRIPTION
 AE9777
 AE9777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9777'26.9 KM (16.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9777'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 644.0 M (2112.9 FT) SOUTH OF
 AE9777'MILEPOST 177, 31.0 M (101.7 FT) EAST OF THE CENTERLINE OF THE
 AE9777'NORTHBOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT) SOUTH OF THE CENTER
 AE9777'OF A DIRT ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AE9777'(1.0 FT) EAST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A
 AE9777'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL REVIT
 AE9777'AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE9777'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9777'LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9778 ***********************************************************************
 AE9778  DESIGNATION -  281 177.90
 AE9778  PID         -  AE9778
 AE9778  STATE/COUNTY-  SD/SPINK
 AE9778  COUNTRY     -  US
 AE9778  USGS QUAD   -  NORTHVILLE (2017)
 AE9778
 AE9778                         *CURRENT SURVEY CONTROL
 AE9778  ______________________________________________________________________
 AE9778* NAD 83(1986) POSITION- 45 13 24.     (N) 098 30 46.     (W)   SCALED
 AE9778* NAVD 88 ORTHO HEIGHT -   395.064 (meters)     1296.14  (feet) ADJUSTED
 AE9778  ______________________________________________________________________
 AE9778  GEOID HEIGHT    -        -24.336 (meters)                     GEOID18
 AE9778  DYNAMIC HEIGHT  -        395.029 (meters)     1296.02  (feet) COMP
 AE9778  MODELED GRAVITY -    980,517.4   (mgal)                       NAVD 88
 AE9778
 AE9778  VERT ORDER      -  FIRST     CLASS II
 AE9778
 AE9778.The horizontal coordinates were scaled from a map and have
 AE9778.an estimated accuracy of +/- 6 seconds.
 AE9778
 AE9778.The orthometric height was determined by differential leveling and
 AE9778.adjusted by the NATIONAL GEODETIC SURVEY
 AE9778.in July 1998.
 AE9778
 AE9778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9778.GEOID18 height accuracy estimate available here.
 AE9778
 AE9778.Click photographs - Photos may exist for this station.
 AE9778
 AE9778.The dynamic height is computed by dividing the NAVD 88
 AE9778.geopotential number by the normal gravity value computed on the
 AE9778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9778.degrees latitude (g = 980.6199 gals.).
 AE9778
 AE9778.The modeled gravity was interpolated from observed gravity values.
 AE9778
 AE9778;                    North         East    Units  Estimated Accuracy
 AE9778;SPC SD N     -   155,530.      716,790.      MT  (+/- 180 meters Scaled)
 AE9778
 AE9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382078(NAD 83)
 AE9778
 AE9778                          SUPERSEDED SURVEY CONTROL
 AE9778
 AE9778.No superseded survey control is available for this station.
 AE9778
 AE9778_MARKER: DB = BENCH MARK DISK
 AE9778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9778_STAMPING: 281-177.90
 AE9778_MARK LOGO: SDHD
 AE9778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9778+STABILITY: SURFACE MOTION
 AE9778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9778+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9778
 AE9778  HISTORY     - Date     Condition        Report By
 AE9778  HISTORY     - UNK      MONUMENTED       SDHD
 AE9778  HISTORY     - 19970425 GOOD             NGS
 AE9778
 AE9778                          STATION DESCRIPTION
 AE9778
 AE9778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9778'26.1 KM (16.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9778'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 159.0 M (521.7 FT) SOUTH OF
 AE9778'MILEPOST 178, 31.9 M (104.7 FT) EAST OF THE CENTERLINE OF THE
 AE9778'NORTHBOUND LANES OF THE HIGHWAY, 14.5 M (47.6 FT) SOUTH OF THE CENTER
 AE9778'OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9778'0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.1 M (0.3 FT) NORTH OF A METAL
 AE9778'GUARD POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9779 ***********************************************************************
 AE9779  DESIGNATION -  281 178.91
 AE9779  PID         -  AE9779
 AE9779  STATE/COUNTY-  SD/SPINK
 AE9779  COUNTRY     -  US
 AE9779  USGS QUAD   -  NORTHVILLE (2017)
 AE9779
 AE9779                         *CURRENT SURVEY CONTROL
 AE9779  ______________________________________________________________________
 AE9779* NAD 83(1986) POSITION- 45 14 16.     (N) 098 30 43.     (W)   SCALED
 AE9779* NAVD 88 ORTHO HEIGHT -   395.388 (meters)     1297.20  (feet) ADJUSTED
 AE9779  ______________________________________________________________________
 AE9779  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 AE9779  DYNAMIC HEIGHT  -        395.354 (meters)     1297.09  (feet) COMP
 AE9779  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 AE9779
 AE9779  VERT ORDER      -  FIRST     CLASS II
 AE9779
 AE9779.The horizontal coordinates were scaled from a map and have
 AE9779.an estimated accuracy of +/- 6 seconds.
 AE9779
 AE9779.The orthometric height was determined by differential leveling and
 AE9779.adjusted by the NATIONAL GEODETIC SURVEY
 AE9779.in July 1998.
 AE9779
 AE9779.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9779.GEOID18 height accuracy estimate available here.
 AE9779
 AE9779.Click photographs - Photos may exist for this station.
 AE9779
 AE9779.The dynamic height is computed by dividing the NAVD 88
 AE9779.geopotential number by the normal gravity value computed on the
 AE9779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9779.degrees latitude (g = 980.6199 gals.).
 AE9779
 AE9779.The modeled gravity was interpolated from observed gravity values.
 AE9779
 AE9779;                    North         East    Units  Estimated Accuracy
 AE9779;SPC SD N     -   157,140.      716,830.      MT  (+/- 180 meters Scaled)
 AE9779
 AE9779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR383094(NAD 83)
 AE9779
 AE9779                          SUPERSEDED SURVEY CONTROL
 AE9779
 AE9779.No superseded survey control is available for this station.
 AE9779
 AE9779_MARKER: DB = BENCH MARK DISK
 AE9779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9779_STAMPING: 281-178.91
 AE9779_MARK LOGO: SDHD
 AE9779_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9779+STABILITY: SURFACE MOTION
 AE9779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9779+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9779
 AE9779  HISTORY     - Date     Condition        Report By
 AE9779  HISTORY     - UNK      MONUMENTED       SDHD
 AE9779  HISTORY     - 19970425 GOOD             NGS
 AE9779
 AE9779                          STATION DESCRIPTION
 AE9779
 AE9779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9779'24.5 KM (15.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9779'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 187.0 M (613.5 FT) SOUTH OF
 AE9779'MILEPOST 179, 72.2 M (236.9 FT) EAST OF THE CENTERLINE OF THE
 AE9779'NORTHBOUND LANES OF THE HIGHWAY, 25.4 M (83.3 FT) SOUTHEAST OF A FENCE
 AE9779'CORNER, 9.1 M (29.9 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 1.1 M
 AE9779'(3.6 FT) WEST OF A METAL GUARD POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9779'THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 AE9779'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9780 ***********************************************************************
 AE9780  DESIGNATION -  281 179.70
 AE9780  PID         -  AE9780
 AE9780  STATE/COUNTY-  SD/BROWN
 AE9780  COUNTRY     -  US
 AE9780  USGS QUAD   -  RUDOLPH (2017)
 AE9780
 AE9780                         *CURRENT SURVEY CONTROL
 AE9780  ______________________________________________________________________
 AE9780* NAD 83(1986) POSITION- 45 15 03.     (N) 098 30 55.     (W)   SCALED
 AE9780* NAVD 88 ORTHO HEIGHT -   394.654 (meters)     1294.79  (feet) ADJUSTED
 AE9780  ______________________________________________________________________
 AE9780  GEOID HEIGHT    -        -24.327 (meters)                     GEOID18
 AE9780  DYNAMIC HEIGHT  -        394.620 (meters)     1294.68  (feet) COMP
 AE9780  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 AE9780
 AE9780  VERT ORDER      -  FIRST     CLASS II
 AE9780
 AE9780.The horizontal coordinates were scaled from a map and have
 AE9780.an estimated accuracy of +/- 6 seconds.
 AE9780
 AE9780.The orthometric height was determined by differential leveling and
 AE9780.adjusted by the NATIONAL GEODETIC SURVEY
 AE9780.in July 1998.
 AE9780
 AE9780.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9780.GEOID18 height accuracy estimate available here.
 AE9780
 AE9780.Click photographs - Photos may exist for this station.
 AE9780
 AE9780.The dynamic height is computed by dividing the NAVD 88
 AE9780.geopotential number by the normal gravity value computed on the
 AE9780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9780.degrees latitude (g = 980.6199 gals.).
 AE9780
 AE9780.The modeled gravity was interpolated from observed gravity values.
 AE9780
 AE9780;                    North         East    Units  Estimated Accuracy
 AE9780;SPC SD N     -   158,590.      716,540.      MT  (+/- 180 meters Scaled)
 AE9780
 AE9780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380109(NAD 83)
 AE9780
 AE9780                          SUPERSEDED SURVEY CONTROL
 AE9780
 AE9780.No superseded survey control is available for this station.
 AE9780
 AE9780_MARKER: DB = BENCH MARK DISK
 AE9780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9780_STAMPING: 281-179.70
 AE9780_MARK LOGO: SDHD
 AE9780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9780+STABILITY: SURFACE MOTION
 AE9780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9780+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9780
 AE9780  HISTORY     - Date     Condition        Report By
 AE9780  HISTORY     - UNK      MONUMENTED       SDHD
 AE9780  HISTORY     - 19970425 GOOD             NGS
 AE9780
 AE9780                          STATION DESCRIPTION
 AE9780
 AE9780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9780'23.2 KM (14.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9780'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 430.0 M (1410.8 FT) SOUTH OF
 AE9780'MILEPOST 180, 31.2 M (102.4 FT) EAST OF THE CENTERLINE OF THE
 AE9780'NORTHBOUND LANES OF THE HIGHWAY, 11.1 M (36.4 FT) SOUTH OF THE CENTER
 AE9780'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9780'0.3 M (1.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 AE9780'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9781 ***********************************************************************
 AE9781  DESIGNATION -  281 180.73
 AE9781  PID         -  AE9781
 AE9781  STATE/COUNTY-  SD/BROWN
 AE9781  COUNTRY     -  US
 AE9781  USGS QUAD   -  RUDOLPH (2017)
 AE9781
 AE9781                         *CURRENT SURVEY CONTROL
 AE9781  ______________________________________________________________________
 AE9781* NAD 83(1986) POSITION- 45 15 50.     (N) 098 30 55.     (W)   SCALED
 AE9781* NAVD 88 ORTHO HEIGHT -   393.907 (meters)     1292.34  (feet) ADJUSTED
 AE9781  ______________________________________________________________________
 AE9781  GEOID HEIGHT    -        -24.322 (meters)                     GEOID18
 AE9781  DYNAMIC HEIGHT  -        393.874 (meters)     1292.23  (feet) COMP
 AE9781  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 AE9781
 AE9781  VERT ORDER      -  FIRST     CLASS II
 AE9781
 AE9781.The horizontal coordinates were scaled from a map and have
 AE9781.an estimated accuracy of +/- 6 seconds.
 AE9781
 AE9781.The orthometric height was determined by differential leveling and
 AE9781.adjusted by the NATIONAL GEODETIC SURVEY
 AE9781.in July 1998.
 AE9781
 AE9781.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9781.GEOID18 height accuracy estimate available here.
 AE9781
 AE9781.Click photographs - Photos may exist for this station.
 AE9781
 AE9781.The dynamic height is computed by dividing the NAVD 88
 AE9781.geopotential number by the normal gravity value computed on the
 AE9781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9781.degrees latitude (g = 980.6199 gals.).
 AE9781
 AE9781.The modeled gravity was interpolated from observed gravity values.
 AE9781
 AE9781;                    North         East    Units  Estimated Accuracy
 AE9781;SPC SD N     -   160,040.      716,510.      MT  (+/- 180 meters Scaled)
 AE9781
 AE9781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380123(NAD 83)
 AE9781
 AE9781                          SUPERSEDED SURVEY CONTROL
 AE9781
 AE9781.No superseded survey control is available for this station.
 AE9781
 AE9781_MARKER: DB = BENCH MARK DISK
 AE9781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9781_MARK LOGO: SDHD
 AE9781_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9781+STABILITY: SURFACE MOTION
 AE9781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9781+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9781
 AE9781  HISTORY     - Date     Condition        Report By
 AE9781  HISTORY     - UNK      MONUMENTED       SDHD
 AE9781  HISTORY     - 19970425 GOOD             NGS
 AE9781
 AE9781                          STATION DESCRIPTION
 AE9781
 AE9781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9781'21.6 KM (13.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9781'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 423.0 M (1387.8 FT) SOUTH OF
 AE9781'MILEPOST 182, 31.2 M (102.4 FT) EAST OF THE CENTERLINE OF THE
 AE9781'NORTHBOUND LANES OF THE HIGHWAY, 14.9 M (48.9 FT) SOUTH OF THE CENTER
 AE9781'OF A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9781'0.5 M (1.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 AE9781'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  MARK REPORTED
 AE9781'UNSTAMPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9782 ***********************************************************************
 AE9782  DESIGNATION -  281 181.74
 AE9782  PID         -  AE9782
 AE9782  STATE/COUNTY-  SD/BROWN
 AE9782  COUNTRY     -  US
 AE9782  USGS QUAD   -  RUDOLPH (2017)
 AE9782
 AE9782                         *CURRENT SURVEY CONTROL
 AE9782  ______________________________________________________________________
 AE9782* NAD 83(1986) POSITION- 45 16 43.     (N) 098 30 55.     (W)   SCALED
 AE9782* NAVD 88 ORTHO HEIGHT -   394.913 (meters)     1295.64  (feet) ADJUSTED
 AE9782  ______________________________________________________________________
 AE9782  GEOID HEIGHT    -        -24.317 (meters)                     GEOID18
 AE9782  DYNAMIC HEIGHT  -        394.881 (meters)     1295.54  (feet) COMP
 AE9782  MODELED GRAVITY -    980,523.9   (mgal)                       NAVD 88
 AE9782
 AE9782  VERT ORDER      -  FIRST     CLASS II
 AE9782
 AE9782.The horizontal coordinates were scaled from a map and have
 AE9782.an estimated accuracy of +/- 6 seconds.
 AE9782
 AE9782.The orthometric height was determined by differential leveling and
 AE9782.adjusted by the NATIONAL GEODETIC SURVEY
 AE9782.in July 1998.
 AE9782
 AE9782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9782.GEOID18 height accuracy estimate available here.
 AE9782
 AE9782.Click photographs - Photos may exist for this station.
 AE9782
 AE9782.The dynamic height is computed by dividing the NAVD 88
 AE9782.geopotential number by the normal gravity value computed on the
 AE9782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9782.degrees latitude (g = 980.6199 gals.).
 AE9782
 AE9782.The modeled gravity was interpolated from observed gravity values.
 AE9782
 AE9782;                    North         East    Units  Estimated Accuracy
 AE9782;SPC SD N     -   161,670.      716,480.      MT  (+/- 180 meters Scaled)
 AE9782
 AE9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380140(NAD 83)
 AE9782
 AE9782                          SUPERSEDED SURVEY CONTROL
 AE9782
 AE9782.No superseded survey control is available for this station.
 AE9782
 AE9782_MARKER: DB = BENCH MARK DISK
 AE9782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9782_STAMPING: 281-181.74
 AE9782_MARK LOGO: SDHD
 AE9782_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9782+STABILITY: SURFACE MOTION
 AE9782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9782+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9782
 AE9782  HISTORY     - Date     Condition        Report By
 AE9782  HISTORY     - UNK      MONUMENTED       SDHD
 AE9782  HISTORY     - 19970425 GOOD             NGS
 AE9782
 AE9782                          STATION DESCRIPTION
 AE9782
 AE9782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9782'20.0 KM (12.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9782'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 458.0 M (1502.6 FT) SOUTH OF
 AE9782'MILEPOST 182, 31.2 M (102.4 FT) EAST OF THE CENTERLINE OF THE
 AE9782'NORTHBOUND LANES OF THE HIGHWAY, 12.6 M (41.3 FT) SOUTH OF THE CENTER
 AE9782'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9782'0.4 M (1.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 AE9782'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7970 ***********************************************************************
 AC7970  CBN         -  This is a Cooperative Base Network Control Station.
 AC7970  DESIGNATION -  281 182.73
 AC7970  PID         -  AC7970
 AC7970  STATE/COUNTY-  SD/BROWN
 AC7970  COUNTRY     -  US
 AC7970  USGS QUAD   -  RUDOLPH (2017)
 AC7970
 AC7970                         *CURRENT SURVEY CONTROL
 AC7970  ______________________________________________________________________
 AC7970* NAD 83(2011) POSITION- 45 17 35.12882(N) 098 30 56.08191(W)   ADJUSTED
 AC7970* NAD 83(2011) ELLIP HT-   370.898 (meters)        (06/27/12)   ADJUSTED
 AC7970* NAD 83(2011) EPOCH   -  2010.00
 AC7970* NAVD 88 ORTHO HEIGHT -   395.216 (meters)     1296.64  (feet) ADJUSTED
 AC7970  ______________________________________________________________________
 AC7970  GEOID HEIGHT    -        -24.311 (meters)                     GEOID18
 AC7970  NAD 83(2011) X  -   -665,576.574 (meters)                     COMP
 AC7970  NAD 83(2011) Y  - -4,445,208.815 (meters)                     COMP
 AC7970  NAD 83(2011) Z  -  4,510,585.308 (meters)                     COMP
 AC7970  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 AC7970  DYNAMIC HEIGHT  -        395.185 (meters)     1296.54  (feet) COMP
 AC7970  MODELED GRAVITY -    980,525.5   (mgal)                       NAVD 88
 AC7970
 AC7970  VERT ORDER      -  FIRST     CLASS II
 AC7970
 AC7970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7970  Standards:
 AC7970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7970  -------------------------------------------------------------------
 AC7970  NETWORK    0.87   2.47           0.40   0.30   1.26     -0.06462693
 AC7970  -------------------------------------------------------------------
 AC7970  Click here for local accuracies and other accuracy information.
 AC7970
 AC7970.The horizontal coordinates were established by GPS observations
 AC7970.and adjusted by the National Geodetic Survey in June 2012.
 AC7970
 AC7970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7970.been affixed to the stable North American tectonic plate. See 
 AC7970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7970
 AC7970.The horizontal coordinates are valid at the epoch date displayed above
 AC7970.which is a decimal equivalence of Year/Month/Day.
 AC7970
 AC7970.The orthometric height was determined by differential leveling and
 AC7970.adjusted by the NATIONAL GEODETIC SURVEY
 AC7970.in July 1998.
 AC7970
 AC7970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7970.GEOID18 height accuracy estimate available here.
 AC7970
 AC7970.Click photographs - Photos may exist for this station.
 AC7970
 AC7970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7970
 AC7970.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7970
 AC7970.The ellipsoidal height was determined by GPS observations
 AC7970.and is referenced to NAD 83.
 AC7970
 AC7970.The dynamic height is computed by dividing the NAVD 88
 AC7970.geopotential number by the normal gravity value computed on the
 AC7970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7970.degrees latitude (g = 980.6199 gals.).
 AC7970
 AC7970.The modeled gravity was interpolated from observed gravity values.
 AC7970
 AC7970. The following values were computed from the NAD 83(2011) position.
 AC7970
 AC7970;                    North         East     Units Scale Factor Converg.
 AC7970;SPC SD N     -   163,280.827   716,431.128   MT  0.99994801   +1 03 02.1
 AC7970;SPC SD N     -   535,697.18  2,350,491.13   sFT  0.99994801   +1 03 02.1
 AC7970;UTM  14      - 5,015,624.097   537,984.684   MT  0.99961774   +0 20 39.4
 AC7970
 AC7970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7970!SPC SD N     -   0.99994185  x   0.99994801  =   0.99988987
 AC7970!UTM  14      -   0.99994185  x   0.99961774  =   0.99955962
 AC7970
 AC7970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3798415624(NAD 83)
 AC7970
 AC7970                          SUPERSEDED SURVEY CONTROL
 AC7970
 AC7970  NAD 83(2007)-  45 17 35.12880(N)    098 30 56.08273(W) AD(2002.00) 0
 AC7970  ELLIP H (02/10/07)  370.927  (m)                       GP(2002.00)    
 AC7970  ELLIP H (04/15/04)  370.944  (m)                       GP(       ) 2 1
 AC7970  NAD 83(1996)-  45 17 35.12827(N)    098 30 56.08219(W) AD(       ) B
 AC7970  ELLIP H (04/18/97)  370.972  (m)                       GP(       ) 4 1
 AC7970  NAVD 88 (04/18/97)  395.2    (m)  GEOID96  model used  GPS OBS        
 AC7970
 AC7970.Superseded values are not recommended for survey control.
 AC7970
 AC7970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7970.See file dsdata.pdf to determine how the superseded data were derived.
 AC7970
 AC7970_MARKER: Z = SEE DESCRIPTION
 AC7970_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7970_STAMPING: 281-182.73 1995
 AC7970_MARK LOGO: NGS
 AC7970_PROJECTION: FLUSH
 AC7970_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7970+STABILITY: POSITION/ELEVATION WELL
 AC7970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7970+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AC7970_ROD/PIPE-DEPTH: 6.4 meters
 AC7970_SLEEVE-DEPTH  : 1.8 meters
 AC7970
 AC7970  HISTORY     - Date     Condition        Report By
 AC7970  HISTORY     - 1995     MONUMENTED       SDDT
 AC7970  HISTORY     - 19960701 GOOD             NGS
 AC7970  HISTORY     - 19970425 GOOD             NGS
 AC7970
 AC7970                          STATION DESCRIPTION
 AC7970
 AC7970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7970'THE STATION IS LOCATED 12.0 MI (19.3 KM) SOUTH OF ABERDEEN AND 2.5 MI
 AC7970'(4.0 KM) SOUTH-SOUTHWEST OF WARNER, ON U.S. HIGHWAY 281.
 AC7970'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7970'JUNCTION OF U.S. HIGHWAYS 12 AND 281 ON THE WEST SIDE OF ABERDEEN, GO
 AC7970'SOUTH ON U.S. HIGHWAY 281 FOR 11.8 MI (19.0 KM) TO THE STATION ON THE
 AC7970'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7970'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7970'PIPE.  LOCATED 444.0 M (1456.7 FT) SOUTH OF MILEPOST 183, 99.4 M
 AC7970'(326.1 FT) SOUTH OF A T-FENCE CORNER, 31.4 M (103.0 FT) EAST OF THE
 AC7970'NORTHBOUND HIGHWAY CENTERLINE, 10.9 M (35.8 FT) NORTH OF THE CENTER OF
 AC7970'A FIELD ENTRANCE ROAD AND THE EXTENDED CENTER OF A HIGHWAY CROSSOVER,
 AC7970'0.9 M (3.0 FT) NORTH OF A FENCE CORNER, 0.7 M (2.3 FT) WEST OF A
 AC7970'FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AC7970'WEST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF A METAL GUARD POST, AND
 AC7970'0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM
 AC7970'POINT IS THROUGH A 5-INCH LOGO CAP.
 AC7970
 AC7970                          STATION RECOVERY (1997)
 AC7970
 AC7970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7970'18.4 KM (11.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AC7970'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 443.0 M (1453.4 FT) SOUTH OF
 AC7970'MILEPOST 183, 31.4 M (103.0 FT) EAST OF THE CENTERLINE OF THE
 AC7970'NORTHBOUND LANES OF THE HIGHWAY, 10.7 M (35.1 FT) NORTH OF THE CENTER
 AC7970'OF A FIELD ENTRANCE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC7970'0.8 M (2.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A METAL GUARD
 AC7970'POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--THE DATUM
 AC7970'POINT IS A STAINLESS STEEL REVIT AFFIXED TO A STEEL PIPE CAP THAT IS
 AC7970'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AC7970'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7970'THE MONUMENT IS A STATE HARN STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9783 ***********************************************************************
 AE9783  DESIGNATION -  281 183.74
 AE9783  PID         -  AE9783
 AE9783  STATE/COUNTY-  SD/BROWN
 AE9783  COUNTRY     -  US
 AE9783  USGS QUAD   -  RUDOLPH (2017)
 AE9783
 AE9783                         *CURRENT SURVEY CONTROL
 AE9783  ______________________________________________________________________
 AE9783* NAD 83(1986) POSITION- 45 18 28.     (N) 098 30 55.     (W)   SCALED
 AE9783* NAVD 88 ORTHO HEIGHT -   395.680 (meters)     1298.16  (feet) ADJUSTED
 AE9783  ______________________________________________________________________
 AE9783  GEOID HEIGHT    -        -24.306 (meters)                     GEOID18
 AE9783  DYNAMIC HEIGHT  -        395.650 (meters)     1298.06  (feet) COMP
 AE9783  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 AE9783
 AE9783  VERT ORDER      -  FIRST     CLASS II
 AE9783
 AE9783.The horizontal coordinates were scaled from a map and have
 AE9783.an estimated accuracy of +/- 6 seconds.
 AE9783
 AE9783.The orthometric height was determined by differential leveling and
 AE9783.adjusted by the NATIONAL GEODETIC SURVEY
 AE9783.in July 1998.
 AE9783
 AE9783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9783.GEOID18 height accuracy estimate available here.
 AE9783
 AE9783.Click photographs - Photos may exist for this station.
 AE9783
 AE9783.The dynamic height is computed by dividing the NAVD 88
 AE9783.geopotential number by the normal gravity value computed on the
 AE9783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9783.degrees latitude (g = 980.6199 gals.).
 AE9783
 AE9783.The modeled gravity was interpolated from observed gravity values.
 AE9783
 AE9783;                    North         East    Units  Estimated Accuracy
 AE9783;SPC SD N     -   164,910.      716,430.      MT  (+/- 180 meters Scaled)
 AE9783
 AE9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR379172(NAD 83)
 AE9783
 AE9783                          SUPERSEDED SURVEY CONTROL
 AE9783
 AE9783.No superseded survey control is available for this station.
 AE9783
 AE9783_MARKER: DD = SURVEY DISK
 AE9783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9783_STAMPING: 281-183.74 1996
 AE9783_MARK LOGO: SDDT
 AE9783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9783+STABILITY: SURFACE MOTION
 AE9783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9783+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9783
 AE9783  HISTORY     - Date     Condition        Report By
 AE9783  HISTORY     - 1996     MONUMENTED       SDDT
 AE9783  HISTORY     - 19970425 GOOD             NGS
 AE9783
 AE9783                          STATION DESCRIPTION
 AE9783
 AE9783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9783'16.8 KM (10.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9783'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 442.0 M (1450.1 FT) SOUTH OF
 AE9783'MILEPOST 184, 32.7 M (107.3 FT) EAST OF THE CENTERLINE OF THE
 AE9783'NORTHBOUND LANES OF THE HIGHWAY, 9.7 M (31.8 FT) NORTHWEST OF UTILITY
 AE9783'POLE NUMBER 653-166, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9783'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9783'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9784 ***********************************************************************
 AE9784  DESIGNATION -  281 184.73
 AE9784  PID         -  AE9784
 AE9784  STATE/COUNTY-  SD/BROWN
 AE9784  COUNTRY     -  US
 AE9784  USGS QUAD   -  RUDOLPH (2017)
 AE9784
 AE9784                         *CURRENT SURVEY CONTROL
 AE9784  ______________________________________________________________________
 AE9784* NAD 83(1986) POSITION- 45 19 17.     (N) 098 30 55.     (W)   SCALED
 AE9784* NAVD 88 ORTHO HEIGHT -   395.264 (meters)     1296.80  (feet) ADJUSTED
 AE9784  ______________________________________________________________________
 AE9784  GEOID HEIGHT    -        -24.302 (meters)                     GEOID18
 AE9784  DYNAMIC HEIGHT  -        395.234 (meters)     1296.70  (feet) COMP
 AE9784  MODELED GRAVITY -    980,528.8   (mgal)                       NAVD 88
 AE9784
 AE9784  VERT ORDER      -  FIRST     CLASS II
 AE9784
 AE9784.The horizontal coordinates were scaled from a map and have
 AE9784.an estimated accuracy of +/- 6 seconds.
 AE9784
 AE9784.The orthometric height was determined by differential leveling and
 AE9784.adjusted by the NATIONAL GEODETIC SURVEY
 AE9784.in July 1998.
 AE9784
 AE9784.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9784.GEOID18 height accuracy estimate available here.
 AE9784
 AE9784.Click photographs - Photos may exist for this station.
 AE9784
 AE9784.The dynamic height is computed by dividing the NAVD 88
 AE9784.geopotential number by the normal gravity value computed on the
 AE9784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9784.degrees latitude (g = 980.6199 gals.).
 AE9784
 AE9784.The modeled gravity was interpolated from observed gravity values.
 AE9784
 AE9784;                    North         East    Units  Estimated Accuracy
 AE9784;SPC SD N     -   166,430.      716,400.      MT  (+/- 180 meters Scaled)
 AE9784
 AE9784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR379187(NAD 83)
 AE9784
 AE9784                          SUPERSEDED SURVEY CONTROL
 AE9784
 AE9784.No superseded survey control is available for this station.
 AE9784
 AE9784_MARKER: DD = SURVEY DISK
 AE9784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9784_STAMPING: 281-184.73 1996
 AE9784_MARK LOGO: SDDT
 AE9784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9784+STABILITY: SURFACE MOTION
 AE9784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9784+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9784
 AE9784  HISTORY     - Date     Condition        Report By
 AE9784  HISTORY     - 1996     MONUMENTED       SDDT
 AE9784  HISTORY     - 19970425 GOOD             NGS
 AE9784
 AE9784                          STATION DESCRIPTION
 AE9784
 AE9784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9784'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9784'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 456.0 M (1496.1 FT) SOUTH OF
 AE9784'MILEPOST 185, 34.1 M (111.9 FT) EAST OF THE CENTERLINE OF THE
 AE9784'NORTHBOUND LANES OF THE HIGHWAY, 9.4 M (30.8 FT) SOUTH OF THE CENTER
 AE9784'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9784'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9784'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9785 ***********************************************************************
 AE9785  DESIGNATION -  281 185.71
 AE9785  PID         -  AE9785
 AE9785  STATE/COUNTY-  SD/BROWN
 AE9785  COUNTRY     -  US
 AE9785  USGS QUAD   -  RUDOLPH (2017)
 AE9785
 AE9785                         *CURRENT SURVEY CONTROL
 AE9785  ______________________________________________________________________
 AE9785* NAD 83(1986) POSITION- 45 20 10.     (N) 098 30 52.     (W)   SCALED
 AE9785* NAVD 88 ORTHO HEIGHT -   396.156 (meters)     1299.72  (feet) ADJUSTED
 AE9785  ______________________________________________________________________
 AE9785  GEOID HEIGHT    -        -24.301 (meters)                     GEOID18
 AE9785  DYNAMIC HEIGHT  -        396.127 (meters)     1299.63  (feet) COMP
 AE9785  MODELED GRAVITY -    980,530.4   (mgal)                       NAVD 88
 AE9785
 AE9785  VERT ORDER      -  FIRST     CLASS II
 AE9785
 AE9785.The horizontal coordinates were scaled from a map and have
 AE9785.an estimated accuracy of +/- 6 seconds.
 AE9785
 AE9785.The orthometric height was determined by differential leveling and
 AE9785.adjusted by the NATIONAL GEODETIC SURVEY
 AE9785.in July 1998.
 AE9785
 AE9785.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9785.GEOID18 height accuracy estimate available here.
 AE9785
 AE9785.Click photographs - Photos may exist for this station.
 AE9785
 AE9785.The dynamic height is computed by dividing the NAVD 88
 AE9785.geopotential number by the normal gravity value computed on the
 AE9785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9785.degrees latitude (g = 980.6199 gals.).
 AE9785
 AE9785.The modeled gravity was interpolated from observed gravity values.
 AE9785
 AE9785;                    North         East    Units  Estimated Accuracy
 AE9785;SPC SD N     -   168,060.      716,430.      MT  (+/- 180 meters Scaled)
 AE9785
 AE9785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380204(NAD 83)
 AE9785
 AE9785                          SUPERSEDED SURVEY CONTROL
 AE9785
 AE9785.No superseded survey control is available for this station.
 AE9785
 AE9785_MARKER: DD = SURVEY DISK
 AE9785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9785_STAMPING: 281-185.71 1996
 AE9785_MARK LOGO: SDDT
 AE9785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9785+STABILITY: SURFACE MOTION
 AE9785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9785+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9785
 AE9785  HISTORY     - Date     Condition        Report By
 AE9785  HISTORY     - 1996     MONUMENTED       SDDT
 AE9785  HISTORY     - 19970425 GOOD             NGS
 AE9785
 AE9785                          STATION DESCRIPTION
 AE9785
 AE9785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9785'13.6 KM (8.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9785'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 459.0 M (1505.9 FT) SOUTH OF
 AE9785'MILEPOST 186, 32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE
 AE9785'NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF THE WEST END
 AE9785'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE9785'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9785'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9786 ***********************************************************************
 AE9786  DESIGNATION -  281 186.72
 AE9786  PID         -  AE9786
 AE9786  STATE/COUNTY-  SD/BROWN
 AE9786  COUNTRY     -  US
 AE9786  USGS QUAD   -  RUDOLPH (2017)
 AE9786
 AE9786                         *CURRENT SURVEY CONTROL
 AE9786  ______________________________________________________________________
 AE9786* NAD 83(1986) POSITION- 45 21 03.     (N) 098 30 52.     (W)   SCALED
 AE9786* NAVD 88 ORTHO HEIGHT -   396.203 (meters)     1299.88  (feet) ADJUSTED
 AE9786  ______________________________________________________________________
 AE9786  GEOID HEIGHT    -        -24.301 (meters)                     GEOID18
 AE9786  DYNAMIC HEIGHT  -        396.174 (meters)     1299.78  (feet) COMP
 AE9786  MODELED GRAVITY -    980,531.9   (mgal)                       NAVD 88
 AE9786
 AE9786  VERT ORDER      -  FIRST     CLASS II
 AE9786
 AE9786.The horizontal coordinates were scaled from a map and have
 AE9786.an estimated accuracy of +/- 6 seconds.
 AE9786
 AE9786.The orthometric height was determined by differential leveling and
 AE9786.adjusted by the NATIONAL GEODETIC SURVEY
 AE9786.in July 1998.
 AE9786
 AE9786.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9786.GEOID18 height accuracy estimate available here.
 AE9786
 AE9786.Click photographs - Photos may exist for this station.
 AE9786
 AE9786.The dynamic height is computed by dividing the NAVD 88
 AE9786.geopotential number by the normal gravity value computed on the
 AE9786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9786.degrees latitude (g = 980.6199 gals.).
 AE9786
 AE9786.The modeled gravity was interpolated from observed gravity values.
 AE9786
 AE9786;                    North         East    Units  Estimated Accuracy
 AE9786;SPC SD N     -   169,700.      716,400.      MT  (+/- 180 meters Scaled)
 AE9786
 AE9786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380220(NAD 83)
 AE9786
 AE9786                          SUPERSEDED SURVEY CONTROL
 AE9786
 AE9786.No superseded survey control is available for this station.
 AE9786
 AE9786_MARKER: DD = SURVEY DISK
 AE9786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9786_STAMPING: 281-186.72 1996
 AE9786_MARK LOGO: SDDT
 AE9786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9786+STABILITY: SURFACE MOTION
 AE9786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9786+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9786
 AE9786  HISTORY     - Date     Condition        Report By
 AE9786  HISTORY     - 1996     MONUMENTED       SDDT
 AE9786  HISTORY     - 19970425 GOOD             NGS
 AE9786
 AE9786                          STATION DESCRIPTION
 AE9786
 AE9786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9786'12.0 KM (7.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9786'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 462.0 M (1515.7 FT) SOUTH OF
 AE9786'MILEPOST 187, 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE
 AE9786'NORTHBOUND LANES OF THE HIGHWAY, 4.6 M (15.1 FT) SOUTH OF THE CENTER
 AE9786'OF A FIELD ENTRANCE, 0.6 M (2.0 FT) WEST OF A FENCE CORNER, 0.5 M (1.6
 AE9786'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 AE9786'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9825 ***********************************************************************
 AE9825  DESIGNATION -  281 187.77
 AE9825  PID         -  AE9825
 AE9825  STATE/COUNTY-  SD/BROWN
 AE9825  COUNTRY     -  US
 AE9825  USGS QUAD   -  RUDOLPH (2017)
 AE9825
 AE9825                         *CURRENT SURVEY CONTROL
 AE9825  ______________________________________________________________________
 AE9825* NAD 83(1986) POSITION- 45 22 00.     (N) 098 30 53.     (W)   SCALED
 AE9825* NAVD 88 ORTHO HEIGHT -   393.787 (meters)     1291.95  (feet) ADJUSTED
 AE9825  ______________________________________________________________________
 AE9825  GEOID HEIGHT    -        -24.304 (meters)                     GEOID18
 AE9825  DYNAMIC HEIGHT  -        393.759 (meters)     1291.86  (feet) COMP
 AE9825  MODELED GRAVITY -    980,533.4   (mgal)                       NAVD 88
 AE9825
 AE9825  VERT ORDER      -  FIRST     CLASS II
 AE9825
 AE9825.The horizontal coordinates were scaled from a map and have
 AE9825.an estimated accuracy of +/- 6 seconds.
 AE9825
 AE9825.The orthometric height was determined by differential leveling and
 AE9825.adjusted by the NATIONAL GEODETIC SURVEY
 AE9825.in July 1998.
 AE9825
 AE9825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9825.GEOID18 height accuracy estimate available here.
 AE9825
 AE9825.Click photographs - Photos may exist for this station.
 AE9825
 AE9825.The dynamic height is computed by dividing the NAVD 88
 AE9825.geopotential number by the normal gravity value computed on the
 AE9825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9825.degrees latitude (g = 980.6199 gals.).
 AE9825
 AE9825.The modeled gravity was interpolated from observed gravity values.
 AE9825
 AE9825;                    North         East    Units  Estimated Accuracy
 AE9825;SPC SD N     -   171,460.      716,350.      MT  (+/- 180 meters Scaled)
 AE9825
 AE9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380237(NAD 83)
 AE9825
 AE9825                          SUPERSEDED SURVEY CONTROL
 AE9825
 AE9825.No superseded survey control is available for this station.
 AE9825
 AE9825_MARKER: DD = SURVEY DISK
 AE9825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9825_STAMPING: 281-187.77 1996
 AE9825_MARK LOGO: SDDT
 AE9825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9825+STABILITY: SURFACE MOTION
 AE9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9825+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 AE9825
 AE9825  HISTORY     - Date     Condition        Report By
 AE9825  HISTORY     - 1996     MONUMENTED       SDDT
 AE9825  HISTORY     - 19970804 GOOD             NGS
 AE9825
 AE9825                          STATION DESCRIPTION
 AE9825
 AE9825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9825'10.3 KM (6.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9825'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 192.0 M (629.9 FT) NORTH OF
 AE9825'THE NORTH END OF HIGHWAY BRIDGE NUMBER 187.65, 27.0 M (88.6 FT) EAST
 AE9825'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6
 AE9825'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 AE9825'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9787 ***********************************************************************
 AE9787  DESIGNATION -  281 188.22
 AE9787  PID         -  AE9787
 AE9787  STATE/COUNTY-  SD/BROWN
 AE9787  COUNTRY     -  US
 AE9787  USGS QUAD   -  RUDOLPH (2017)
 AE9787
 AE9787                         *CURRENT SURVEY CONTROL
 AE9787  ______________________________________________________________________
 AE9787* NAD 83(1986) POSITION- 45 22 24.     (N) 098 30 52.     (W)   SCALED
 AE9787* NAVD 88 ORTHO HEIGHT -   395.474 (meters)     1297.48  (feet) ADJUSTED
 AE9787  ______________________________________________________________________
 AE9787  GEOID HEIGHT    -        -24.306 (meters)                     GEOID18
 AE9787  DYNAMIC HEIGHT  -        395.447 (meters)     1297.40  (feet) COMP
 AE9787  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 AE9787
 AE9787  VERT ORDER      -  FIRST     CLASS II
 AE9787
 AE9787.The horizontal coordinates were scaled from a map and have
 AE9787.an estimated accuracy of +/- 6 seconds.
 AE9787
 AE9787.The orthometric height was determined by differential leveling and
 AE9787.adjusted by the NATIONAL GEODETIC SURVEY
 AE9787.in July 1998.
 AE9787
 AE9787.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9787.GEOID18 height accuracy estimate available here.
 AE9787
 AE9787.Click photographs - Photos may exist for this station.
 AE9787
 AE9787.The dynamic height is computed by dividing the NAVD 88
 AE9787.geopotential number by the normal gravity value computed on the
 AE9787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9787.degrees latitude (g = 980.6199 gals.).
 AE9787
 AE9787.The modeled gravity was interpolated from observed gravity values.
 AE9787
 AE9787;                    North         East    Units  Estimated Accuracy
 AE9787;SPC SD N     -   172,200.      716,360.      MT  (+/- 180 meters Scaled)
 AE9787
 AE9787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380245(NAD 83)
 AE9787
 AE9787                          SUPERSEDED SURVEY CONTROL
 AE9787
 AE9787.No superseded survey control is available for this station.
 AE9787
 AE9787_MARKER: Z = SEE DESCRIPTION
 AE9787_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9787_STAMPING: 281-188.22 1996
 AE9787_MARK LOGO: NGS
 AE9787_PROJECTION: FLUSH
 AE9787_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9787+STABILITY: POSITION/ELEVATION WELL
 AE9787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9787+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9787_ROD/PIPE-DEPTH: 6.4 meters
 AE9787_SLEEVE-DEPTH  : 1.8 meters
 AE9787
 AE9787  HISTORY     - Date     Condition        Report By
 AE9787  HISTORY     - 1996     MONUMENTED       SDDT
 AE9787  HISTORY     - 19970425 GOOD             NGS
 AE9787
 AE9787                          STATION DESCRIPTION
 AE9787
 AE9787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9787'9.6 KM (5.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9787'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 364.0 M (1194.2 FT) SOUTH OF
 AE9787'MILEPOST 188, 31.2 M (102.4 FT) EAST OF THE CENTERLINE OF THE
 AE9787'NORTHBOUND LANES OF THE HIGHWAY, 17.3 M (56.8 FT) NORTH OF THE CENTER
 AE9787'OF 139TH STREET, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M
 AE9787'(2.6 FT) WEST OF A FENCE, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST,
 AE9787'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 AE9787'STAINLESS STEEL REVIT AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO
 AE9787'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE9787'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9788 ***********************************************************************
 AE9788  DESIGNATION -  281 189.28
 AE9788  PID         -  AE9788
 AE9788  STATE/COUNTY-  SD/BROWN
 AE9788  COUNTRY     -  US
 AE9788  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9788
 AE9788                         *CURRENT SURVEY CONTROL
 AE9788  ______________________________________________________________________
 AE9788* NAD 83(1986) POSITION- 45 23 14.     (N) 098 30 52.     (W)   SCALED
 AE9788* NAVD 88 ORTHO HEIGHT -   395.692 (meters)     1298.20  (feet) ADJUSTED
 AE9788  ______________________________________________________________________
 AE9788  GEOID HEIGHT    -        -24.312 (meters)                     GEOID18
 AE9788  DYNAMIC HEIGHT  -        395.665 (meters)     1298.11  (feet) COMP
 AE9788  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 AE9788
 AE9788  VERT ORDER      -  FIRST     CLASS II
 AE9788
 AE9788.The horizontal coordinates were scaled from a map and have
 AE9788.an estimated accuracy of +/- 6 seconds.
 AE9788
 AE9788.The orthometric height was determined by differential leveling and
 AE9788.adjusted by the NATIONAL GEODETIC SURVEY
 AE9788.in July 1998.
 AE9788
 AE9788.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9788.GEOID18 height accuracy estimate available here.
 AE9788
 AE9788.Click photographs - Photos may exist for this station.
 AE9788
 AE9788.The dynamic height is computed by dividing the NAVD 88
 AE9788.geopotential number by the normal gravity value computed on the
 AE9788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9788.degrees latitude (g = 980.6199 gals.).
 AE9788
 AE9788.The modeled gravity was interpolated from observed gravity values.
 AE9788
 AE9788;                    North         East    Units  Estimated Accuracy
 AE9788;SPC SD N     -   173,740.      716,330.      MT  (+/- 180 meters Scaled)
 AE9788
 AE9788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR380260(NAD 83)
 AE9788
 AE9788                          SUPERSEDED SURVEY CONTROL
 AE9788
 AE9788.No superseded survey control is available for this station.
 AE9788
 AE9788_MARKER: DD = SURVEY DISK
 AE9788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9788_STAMPING: 281-189.28 1996
 AE9788_MARK LOGO: SDDT
 AE9788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9788+STABILITY: SURFACE MOTION
 AE9788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9788+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9788
 AE9788  HISTORY     - Date     Condition        Report By
 AE9788  HISTORY     - 1996     MONUMENTED       SDDT
 AE9788  HISTORY     - 19970425 GOOD             NGS
 AE9788
 AE9788                          STATION DESCRIPTION
 AE9788
 AE9788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9788'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9788'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 367.0 M (1204.1 FT) NORTH OF
 AE9788'MILEPOST 189, 31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE
 AE9788'NORTHBOUND LANES OF THE HIGHWAY, 26.8 M (87.9 FT) NORTH OF THE CENTER
 AE9788'OF 138TH STREET, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE9788'(2.0 FT) WEST OF A FENCE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND
 AE9788'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9789 ***********************************************************************
 AE9789  DESIGNATION -  281 190.21
 AE9789  PID         -  AE9789
 AE9789  STATE/COUNTY-  SD/BROWN
 AE9789  COUNTRY     -  US
 AE9789  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9789
 AE9789                         *CURRENT SURVEY CONTROL
 AE9789  ______________________________________________________________________
 AE9789* NAD 83(1986) POSITION- 45 24 05.     (N) 098 30 53.     (W)   SCALED
 AE9789* NAVD 88 ORTHO HEIGHT -   394.893 (meters)     1295.58  (feet) ADJUSTED
 AE9789  ______________________________________________________________________
 AE9789  GEOID HEIGHT    -        -24.320 (meters)                     GEOID18
 AE9789  DYNAMIC HEIGHT  -        394.866 (meters)     1295.49  (feet) COMP
 AE9789  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 AE9789
 AE9789  VERT ORDER      -  FIRST     CLASS II
 AE9789
 AE9789.The horizontal coordinates were scaled from a map and have
 AE9789.an estimated accuracy of +/- 6 seconds.
 AE9789
 AE9789.The orthometric height was determined by differential leveling and
 AE9789.adjusted by the NATIONAL GEODETIC SURVEY
 AE9789.in July 1998.
 AE9789
 AE9789.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9789.GEOID18 height accuracy estimate available here.
 AE9789
 AE9789.Click photographs - Photos may exist for this station.
 AE9789
 AE9789.The dynamic height is computed by dividing the NAVD 88
 AE9789.geopotential number by the normal gravity value computed on the
 AE9789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9789.degrees latitude (g = 980.6199 gals.).
 AE9789
 AE9789.The modeled gravity was interpolated from observed gravity values.
 AE9789
 AE9789;                    North         East    Units  Estimated Accuracy
 AE9789;SPC SD N     -   175,320.      716,280.      MT  (+/- 180 meters Scaled)
 AE9789
 AE9789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR379276(NAD 83)
 AE9789
 AE9789                          SUPERSEDED SURVEY CONTROL
 AE9789
 AE9789.No superseded survey control is available for this station.
 AE9789
 AE9789_MARKER: DD = SURVEY DISK
 AE9789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9789_STAMPING: 281-190.21 1996
 AE9789_MARK LOGO: SDDT
 AE9789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9789+STABILITY: SURFACE MOTION
 AE9789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9789+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9789
 AE9789  HISTORY     - Date     Condition        Report By
 AE9789  HISTORY     - 1996     MONUMENTED       SDDT
 AE9789  HISTORY     - 19970425 GOOD             NGS
 AE9789
 AE9789                          STATION DESCRIPTION
 AE9789
 AE9789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9789'6.4 KM (3.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9789'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 336.0 M (1102.4 FT) NORTH OF
 AE9789'MILEPOST 190, 31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE
 AE9789'NORTHBOUND LANES OF THE HIGHWAY, 9.5 M (31.2 FT) SOUTH OF THE CENTER
 AE9789'OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9789'0.4 M (1.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 AE9789'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9790 ***********************************************************************
 AE9790  DESIGNATION -  281 191.21
 AE9790  PID         -  AE9790
 AE9790  STATE/COUNTY-  SD/BROWN
 AE9790  COUNTRY     -  US
 AE9790  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9790
 AE9790                         *CURRENT SURVEY CONTROL
 AE9790  ______________________________________________________________________
 AE9790* NAD 83(1986) POSITION- 45 24 57.     (N) 098 30 53.     (W)   SCALED
 AE9790* NAVD 88 ORTHO HEIGHT -   395.981 (meters)     1299.15  (feet) ADJUSTED
 AE9790  ______________________________________________________________________
 AE9790  GEOID HEIGHT    -        -24.331 (meters)                     GEOID18
 AE9790  DYNAMIC HEIGHT  -        395.954 (meters)     1299.06  (feet) COMP
 AE9790  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 AE9790
 AE9790  VERT ORDER      -  FIRST     CLASS II
 AE9790
 AE9790.The horizontal coordinates were scaled from a map and have
 AE9790.an estimated accuracy of +/- 6 seconds.
 AE9790
 AE9790.The orthometric height was determined by differential leveling and
 AE9790.adjusted by the NATIONAL GEODETIC SURVEY
 AE9790.in July 1998.
 AE9790
 AE9790.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9790.GEOID18 height accuracy estimate available here.
 AE9790
 AE9790.Click photographs - Photos may exist for this station.
 AE9790
 AE9790.The dynamic height is computed by dividing the NAVD 88
 AE9790.geopotential number by the normal gravity value computed on the
 AE9790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9790.degrees latitude (g = 980.6199 gals.).
 AE9790
 AE9790.The modeled gravity was interpolated from observed gravity values.
 AE9790
 AE9790;                    North         East    Units  Estimated Accuracy
 AE9790;SPC SD N     -   176,920.      716,250.      MT  (+/- 180 meters Scaled)
 AE9790
 AE9790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR379292(NAD 83)
 AE9790
 AE9790                          SUPERSEDED SURVEY CONTROL
 AE9790
 AE9790.No superseded survey control is available for this station.
 AE9790
 AE9790_MARKER: DD = SURVEY DISK
 AE9790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9790_STAMPING: 281-191.21 1996
 AE9790_MARK LOGO: SDDT
 AE9790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9790+STABILITY: SURFACE MOTION
 AE9790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9790+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9790
 AE9790  HISTORY     - Date     Condition        Report By
 AE9790  HISTORY     - 1996     MONUMENTED       SDDT
 AE9790  HISTORY     - 19970425 GOOD             NGS
 AE9790
 AE9790                          STATION DESCRIPTION
 AE9790
 AE9790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9790'4.8 KM (3.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9790'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 355.0 M (1164.7 FT) NORTH OF
 AE9790'MILEPOST 191, 13.9 M (45.6 FT) WEST OF THE CENTERLINE OF THE
 AE9790'NORTHBOUND LANES OF THE HIGHWAY, 13.5 M (44.3 FT) EAST OF AND LEVEL
 AE9790'WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 8.8 M
 AE9790'(28.9 FT) NORTH OF THE EXTENDED CENTER OF 136TH STREET, 0.4 M (1.3 FT)
 AE9790'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9790'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9791 ***********************************************************************
 AE9791  DESIGNATION -  281 192.74
 AE9791  PID         -  AE9791
 AE9791  STATE/COUNTY-  SD/BROWN
 AE9791  COUNTRY     -  US
 AE9791  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9791
 AE9791                         *CURRENT SURVEY CONTROL
 AE9791  ______________________________________________________________________
 AE9791* NAD 83(1986) POSITION- 45 26 16.     (N) 098 30 54.     (W)   SCALED
 AE9791* NAVD 88 ORTHO HEIGHT -   398.885 (meters)     1308.68  (feet) ADJUSTED
 AE9791  ______________________________________________________________________
 AE9791  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 AE9791  DYNAMIC HEIGHT  -        398.859 (meters)     1308.59  (feet) COMP
 AE9791  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 AE9791
 AE9791  VERT ORDER      -  FIRST     CLASS II
 AE9791
 AE9791.The horizontal coordinates were scaled from a map and have
 AE9791.an estimated accuracy of +/- 6 seconds.
 AE9791
 AE9791.The orthometric height was determined by differential leveling and
 AE9791.adjusted by the NATIONAL GEODETIC SURVEY
 AE9791.in July 1998.
 AE9791
 AE9791.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9791.GEOID18 height accuracy estimate available here.
 AE9791
 AE9791.Click photographs - Photos may exist for this station.
 AE9791
 AE9791.The dynamic height is computed by dividing the NAVD 88
 AE9791.geopotential number by the normal gravity value computed on the
 AE9791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9791.degrees latitude (g = 980.6199 gals.).
 AE9791
 AE9791.The modeled gravity was interpolated from observed gravity values.
 AE9791
 AE9791;                    North         East    Units  Estimated Accuracy
 AE9791;SPC SD N     -   179,360.      716,180.      MT  (+/- 180 meters Scaled)
 AE9791
 AE9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR379316(NAD 83)
 AE9791
 AE9791                          SUPERSEDED SURVEY CONTROL
 AE9791
 AE9791.No superseded survey control is available for this station.
 AE9791
 AE9791_MARKER: Z = SEE DESCRIPTION
 AE9791_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9791_STAMPING: 281-192.74 1996
 AE9791_MARK LOGO: NGS
 AE9791_PROJECTION: FLUSH
 AE9791_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9791+STABILITY: POSITION/ELEVATION WELL
 AE9791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9791+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9791_ROD/PIPE-DEPTH: 6.4 meters
 AE9791_SLEEVE-DEPTH  : 1.8 meters
 AE9791
 AE9791  HISTORY     - Date     Condition        Report By
 AE9791  HISTORY     - 1996     MONUMENTED       SDDT
 AE9791  HISTORY     - 19970425 GOOD             NGS
 AE9791
 AE9791                          STATION DESCRIPTION
 AE9791
 AE9791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9791'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9791'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 414.0 M (1358.3 FT) SOUTH OF
 AE9791'MILEPOST 193, 36.2 M (118.8 FT) NORTH OF THE CENTER OF A ROAD LEADING
 AE9791'TO THE LAKESIDE ESTATES MOBILE HOME PARK, 33.4 M (109.6 FT) EAST OF
 AE9791'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 AE9791'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) WEST OF A FENCE, 0.4 M
 AE9791'(1.3 FT) EAST OF A METAL GUARD POST, AND 0.4 M (1.3 FT) WEST OF A
 AE9791'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL REVIT
 AE9791'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE9791'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9791'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9792 ***********************************************************************
 AE9792  DESIGNATION -  281 193.50
 AE9792  PID         -  AE9792
 AE9792  STATE/COUNTY-  SD/BROWN
 AE9792  COUNTRY     -  US
 AE9792  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9792
 AE9792                         *CURRENT SURVEY CONTROL
 AE9792  ______________________________________________________________________
 AE9792* NAD 83(1986) POSITION- 45 26 56.     (N) 098 30 55.     (W)   SCALED
 AE9792* NAVD 88 ORTHO HEIGHT -   399.478 (meters)     1310.62  (feet) ADJUSTED
 AE9792  ______________________________________________________________________
 AE9792  GEOID HEIGHT    -        -24.358 (meters)                     GEOID18
 AE9792  DYNAMIC HEIGHT  -        399.452 (meters)     1310.54  (feet) COMP
 AE9792  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 AE9792
 AE9792  VERT ORDER      -  FIRST     CLASS II
 AE9792
 AE9792.The horizontal coordinates were scaled from a map and have
 AE9792.an estimated accuracy of +/- 6 seconds.
 AE9792
 AE9792.The orthometric height was determined by differential leveling and
 AE9792.adjusted by the NATIONAL GEODETIC SURVEY
 AE9792.in July 1998.
 AE9792
 AE9792.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9792.GEOID18 height accuracy estimate available here.
 AE9792
 AE9792.Click photographs - Photos may exist for this station.
 AE9792
 AE9792.The dynamic height is computed by dividing the NAVD 88
 AE9792.geopotential number by the normal gravity value computed on the
 AE9792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9792.degrees latitude (g = 980.6199 gals.).
 AE9792
 AE9792.The modeled gravity was interpolated from observed gravity values.
 AE9792
 AE9792;                    North         East    Units  Estimated Accuracy
 AE9792;SPC SD N     -   180,590.      716,140.      MT  (+/- 180 meters Scaled)
 AE9792
 AE9792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR379329(NAD 83)
 AE9792
 AE9792                          SUPERSEDED SURVEY CONTROL
 AE9792
 AE9792.No superseded survey control is available for this station.
 AE9792
 AE9792_MARKER: DD = SURVEY DISK
 AE9792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9792_STAMPING: 281-193.50 1996
 AE9792_MARK LOGO: SDDT
 AE9792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9792+STABILITY: SURFACE MOTION
 AE9792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9792+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 AE9792
 AE9792  HISTORY     - Date     Condition        Report By
 AE9792  HISTORY     - 1996     MONUMENTED       SDDT
 AE9792  HISTORY     - 19970425 GOOD             NGS
 AE9792
 AE9792                          STATION DESCRIPTION
 AE9792
 AE9792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9792'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE WEST
 AE9792'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 789.0 M (2588.6 FT) NORTH OF
 AE9792'MILEPOST 193, 27.3 M (89.6 FT) EAST OF THE CENTERLINE OF THE
 AE9792'NORTHBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT) SOUTH OF THE CENTER
 AE9792'OF A DRIVEWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 AE9792'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9792'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9824 ***********************************************************************
 AE9824  DESIGNATION -  281 196.57
 AE9824  PID         -  AE9824
 AE9824  STATE/COUNTY-  SD/BROWN
 AE9824  COUNTRY     -  US
 AE9824  USGS QUAD   -  ABERDEEN EAST (2017)
 AE9824
 AE9824                         *CURRENT SURVEY CONTROL
 AE9824  ______________________________________________________________________
 AE9824* NAD 83(1986) POSITION- 45 28 16.95   (N) 098 29 55.02   (W)   HD_HELD1
 AE9824* NAVD 88 ORTHO HEIGHT -   397.505 (meters)     1304.15  (feet) ADJUSTED
 AE9824  ______________________________________________________________________
 AE9824  GEOID HEIGHT    -        -24.405 (meters)                     GEOID18
 AE9824  DYNAMIC HEIGHT  -        397.478 (meters)     1304.06  (feet) COMP
 AE9824  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 AE9824
 AE9824  VERT ORDER      -  FIRST     CLASS II
 AE9824
 AE9824.The horizontal coordinates were determined by differentially corrected
 AE9824.hand held GPS observations or other comparable positioning techniques
 AE9824.and have an estimated accuracy of +/- 3 meters.
 AE9824
 AE9824.The orthometric height was determined by differential leveling and
 AE9824.adjusted by the NATIONAL GEODETIC SURVEY
 AE9824.in July 1998.
 AE9824
 AE9824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9824.GEOID18 height accuracy estimate available here.
 AE9824
 AE9824.Click photographs - Photos may exist for this station.
 AE9824
 AE9824.The dynamic height is computed by dividing the NAVD 88
 AE9824.geopotential number by the normal gravity value computed on the
 AE9824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9824.degrees latitude (g = 980.6199 gals.).
 AE9824
 AE9824.The modeled gravity was interpolated from observed gravity values.
 AE9824
 AE9824;                    North         East    Units  Estimated Accuracy
 AE9824;SPC SD N     -   183,115.4     717,393.9     MT  (+/- 3 meters HH1 GPS) 
 AE9824
 AE9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3919135438(NAD 83)
 AE9824
 AE9824                          SUPERSEDED SURVEY CONTROL
 AE9824
 AE9824.No superseded survey control is available for this station.
 AE9824
 AE9824_MARKER: DD = SURVEY DISK
 AE9824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9824_STAMPING: 1996 281-196.57
 AE9824_MARK LOGO: SDDT
 AE9824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9824+STABILITY: SURFACE MOTION
 AE9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9824+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AE9824
 AE9824  HISTORY     - Date     Condition        Report By
 AE9824  HISTORY     - 1996     MONUMENTED       SDDT
 AE9824  HISTORY     - 19970509 GOOD             NGS
 AE9824  HISTORY     - 20040729 GOOD             GEOCAC
 AE9824
 AE9824                          STATION DESCRIPTION
 AE9824
 AE9824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9824'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9824'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 610.0 M (2001.3 FT) SOUTH OF
 AE9824'MILEPOST 197, 24.1 M (79.1 FT) WEST OF THE CENTER OF AN ENTRANCE
 AE9824'DRIVEWAY LEADING TO SHOPKO, 21.7 M (71.2 FT) NORTH OF THE CENTERLINE
 AE9824'OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.0 M (42.7 FT) NORTHEAST OF
 AE9824'UTILITY LIGHT POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AE9824'M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE9824'GROUND SURFACE.
 AE9824
 AE9824                          STATION RECOVERY (2004)
 AE9824
 AE9824'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 AE9824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9823 ***********************************************************************
 AE9823  DESIGNATION -  281 197.60
 AE9823  PID         -  AE9823
 AE9823  STATE/COUNTY-  SD/BROWN
 AE9823  COUNTRY     -  US
 AE9823  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9823
 AE9823                         *CURRENT SURVEY CONTROL
 AE9823  ______________________________________________________________________
 AE9823* NAD 83(1986) POSITION- 45 28 52.     (N) 098 30 38.     (W)   SCALED
 AE9823* NAVD 88 ORTHO HEIGHT -   401.022 (meters)     1315.69  (feet) ADJUSTED
 AE9823  ______________________________________________________________________
 AE9823  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 AE9823  DYNAMIC HEIGHT  -        400.996 (meters)     1315.60  (feet) COMP
 AE9823  MODELED GRAVITY -    980,538.5   (mgal)                       NAVD 88
 AE9823
 AE9823  VERT ORDER      -  FIRST     CLASS II
 AE9823
 AE9823.The horizontal coordinates were scaled from a map and have
 AE9823.an estimated accuracy of +/- 6 seconds.
 AE9823
 AE9823.The orthometric height was determined by differential leveling and
 AE9823.adjusted by the NATIONAL GEODETIC SURVEY
 AE9823.in July 1998.
 AE9823
 AE9823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9823.GEOID18 height accuracy estimate available here.
 AE9823
 AE9823.Click photographs - Photos may exist for this station.
 AE9823
 AE9823.The dynamic height is computed by dividing the NAVD 88
 AE9823.geopotential number by the normal gravity value computed on the
 AE9823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9823.degrees latitude (g = 980.6199 gals.).
 AE9823
 AE9823.The modeled gravity was interpolated from observed gravity values.
 AE9823
 AE9823;                    North         East    Units  Estimated Accuracy
 AE9823;SPC SD N     -   184,180.      716,440.      MT  (+/- 180 meters Scaled)
 AE9823
 AE9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382365(NAD 83)
 AE9823
 AE9823                          SUPERSEDED SURVEY CONTROL
 AE9823
 AE9823.No superseded survey control is available for this station.
 AE9823
 AE9823_MARKER: DD = SURVEY DISK
 AE9823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9823_STAMPING: 281-197.60 1996
 AE9823_MARK LOGO: SDDT
 AE9823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9823+STABILITY: SURFACE MOTION
 AE9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9823+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9823
 AE9823  HISTORY     - Date     Condition        Report By
 AE9823  HISTORY     - 1996     MONUMENTED       SDDT
 AE9823  HISTORY     - 19970509 GOOD             NGS
 AE9823
 AE9823                          STATION DESCRIPTION
 AE9823
 AE9823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9823'3.5 KM (2.15 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9823'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 644.0 M (2112.9 FT) SOUTH OF
 AE9823'MILEPOST 198, 15.8 M (51.8 FT) EAST OF THE CENTERLINE OF THE
 AE9823'SOUTHBOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT) WEST OF THE
 AE9823'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.7 M (31.8 FT)
 AE9823'SOUTH OF THE CENTER OF A CROSSOVER, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AE9823'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AE9823'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9822 ***********************************************************************
 AE9822  DESIGNATION -  281 198.62
 AE9822  PID         -  AE9822
 AE9822  STATE/COUNTY-  SD/BROWN
 AE9822  COUNTRY     -  US
 AE9822  USGS QUAD   -  ABERDEEN WEST (2017)
 AE9822
 AE9822                         *CURRENT SURVEY CONTROL
 AE9822  ______________________________________________________________________
 AE9822* NAD 83(1986) POSITION- 45 29 45.     (N) 098 30 57.     (W)   SCALED
 AE9822* NAVD 88 ORTHO HEIGHT -   404.511 (meters)     1327.13  (feet) ADJUSTED
 AE9822  ______________________________________________________________________
 AE9822  GEOID HEIGHT    -        -24.384 (meters)                     GEOID18
 AE9822  DYNAMIC HEIGHT  -        404.485 (meters)     1327.05  (feet) COMP
 AE9822  MODELED GRAVITY -    980,538.9   (mgal)                       NAVD 88
 AE9822
 AE9822  VERT ORDER      -  FIRST     CLASS II
 AE9822
 AE9822.The horizontal coordinates were scaled from a map and have
 AE9822.an estimated accuracy of +/- 6 seconds.
 AE9822
 AE9822.The orthometric height was determined by differential leveling and
 AE9822.adjusted by the NATIONAL GEODETIC SURVEY
 AE9822.in July 1998.
 AE9822
 AE9822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9822.GEOID18 height accuracy estimate available here.
 AE9822
 AE9822.Click photographs - Photos may exist for this station.
 AE9822
 AE9822.The dynamic height is computed by dividing the NAVD 88
 AE9822.geopotential number by the normal gravity value computed on the
 AE9822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9822.degrees latitude (g = 980.6199 gals.).
 AE9822
 AE9822.The modeled gravity was interpolated from observed gravity values.
 AE9822
 AE9822;                    North         East    Units  Estimated Accuracy
 AE9822;SPC SD N     -   185,810.      716,000.      MT  (+/- 180 meters Scaled)
 AE9822
 AE9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR378381(NAD 83)
 AE9822
 AE9822                          SUPERSEDED SURVEY CONTROL
 AE9822
 AE9822.No superseded survey control is available for this station.
 AE9822
 AE9822_MARKER: DD = SURVEY DISK
 AE9822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9822_STAMPING: 281-198.62 1996
 AE9822_MARK LOGO: SDDT
 AE9822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9822+STABILITY: SURFACE MOTION
 AE9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9822+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AE9822
 AE9822  HISTORY     - Date     Condition        Report By
 AE9822  HISTORY     - 1996     MONUMENTED       SDDT
 AE9822  HISTORY     - 19970509 GOOD             NGS
 AE9822  HISTORY     - 20040729 GOOD             GEOCAC
 AE9822
 AE9822                          STATION DESCRIPTION
 AE9822
 AE9822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9822'5.2 KM (3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9822'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 539.0 M (1768.4 FT) SOUTH OF
 AE9822'MILEPOST 199, 29.3 M (96.1 FT) WEST OF THE CENTERLINE OF THE
 AE9822'SOUTHBOUND LANES OF THE HIGHWAY, 16.2 M (53.1 FT) EAST OF THE CENTER
 AE9822'OF A GRAVELED ROAD, 13.0 M (42.7 FT) SOUTH OF THE CENTER OF A GRAVELED
 AE9822'ROAD, 6.8 M (22.3 FT) SOUTH OF A UTILITY POLE WITH 2 GUY CABLES, 4.6 M
 AE9822'(15.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 1.O MBELOW THE LEVEL
 AE9822'OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 AE9822'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE9822
 AE9822                          STATION RECOVERY (2004)
 AE9822
 AE9822'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 AE9822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9821 ***********************************************************************
 AE9821  DESIGNATION -  281 199.67
 AE9821  PID         -  AE9821
 AE9821  STATE/COUNTY-  SD/BROWN
 AE9821  COUNTRY     -  US
 AE9821  USGS QUAD   -  RICHMOND (2017)
 AE9821
 AE9821                         *CURRENT SURVEY CONTROL
 AE9821  ______________________________________________________________________
 AE9821* NAD 83(1986) POSITION- 45 30 38.     (N) 098 30 54.     (W)   SCALED
 AE9821* NAVD 88 ORTHO HEIGHT -   405.099 (meters)     1329.06  (feet) ADJUSTED
 AE9821  ______________________________________________________________________
 AE9821  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 AE9821  DYNAMIC HEIGHT  -        405.071 (meters)     1328.97  (feet) COMP
 AE9821  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 AE9821
 AE9821  VERT ORDER      -  FIRST     CLASS II
 AE9821
 AE9821.The horizontal coordinates were scaled from a map and have
 AE9821.an estimated accuracy of +/- 6 seconds.
 AE9821
 AE9821.The orthometric height was determined by differential leveling and
 AE9821.adjusted by the NATIONAL GEODETIC SURVEY
 AE9821.in July 1998.
 AE9821
 AE9821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9821.GEOID18 height accuracy estimate available here.
 AE9821
 AE9821.Click photographs - Photos may exist for this station.
 AE9821
 AE9821.The dynamic height is computed by dividing the NAVD 88
 AE9821.geopotential number by the normal gravity value computed on the
 AE9821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9821.degrees latitude (g = 980.6199 gals.).
 AE9821
 AE9821.The modeled gravity was interpolated from observed gravity values.
 AE9821
 AE9821;                    North         East    Units  Estimated Accuracy
 AE9821;SPC SD N     -   187,450.      716,030.      MT  (+/- 180 meters Scaled)
 AE9821
 AE9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR378397(NAD 83)
 AE9821
 AE9821                          SUPERSEDED SURVEY CONTROL
 AE9821
 AE9821.No superseded survey control is available for this station.
 AE9821
 AE9821_MARKER: Z = SEE DESCRIPTION
 AE9821_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9821_STAMPING: 281-199.67 1996
 AE9821_MARK LOGO: NGS
 AE9821_PROJECTION: FLUSH
 AE9821_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9821+STABILITY: POSITION/ELEVATION WELL
 AE9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9821+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 AE9821_ROD/PIPE-DEPTH: 6.4 meters
 AE9821_SLEEVE-DEPTH  : 1.8 meters
 AE9821
 AE9821  HISTORY     - Date     Condition        Report By
 AE9821  HISTORY     - 1996     MONUMENTED       SDDT
 AE9821  HISTORY     - 19970508 GOOD             NGS
 AE9821  HISTORY     - 20080811 GOOD             USGS
 AE9821
 AE9821                          STATION DESCRIPTION
 AE9821
 AE9821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9821'6.8 KM (4.20 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9821'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 476.0 M (1561.7 FT) SOUTH OF
 AE9821'MILEPOST 200, 27.0 M (88.6 FT) NORTH OF THE CENTER OF A DRIVEWAY
 AE9821'LEADING TO A TANK FARM, 21.7 M (71.2 FT) EAST OF THE CENTERLINE OF THE
 AE9821'NORTHBOUND LANES OF THE HIGHWAY, 9.9 M (32.5 FT) SOUTH OF UNDERGROUND
 AE9821'CABLE JUNCTION BOX NUMBER 4435, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AE9821'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AE9821'EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE9821'STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1
 AE9821'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE9821'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AE9821
 AE9821                          STATION RECOVERY (2008)
 AE9821
 AE9821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (RFT)
 AE9821'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9820 ***********************************************************************
 AE9820  DESIGNATION -  281 200.69
 AE9820  PID         -  AE9820
 AE9820  STATE/COUNTY-  SD/BROWN
 AE9820  COUNTRY     -  US
 AE9820  USGS QUAD   -  RICHMOND (2017)
 AE9820
 AE9820                         *CURRENT SURVEY CONTROL
 AE9820  ______________________________________________________________________
 AE9820* NAD 83(1986) POSITION- 45 31 30.     (N) 098 30 55.     (W)   SCALED
 AE9820* NAVD 88 ORTHO HEIGHT -   407.067 (meters)     1335.52  (feet) ADJUSTED
 AE9820  ______________________________________________________________________
 AE9820  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 AE9820  DYNAMIC HEIGHT  -        407.039 (meters)     1335.43  (feet) COMP
 AE9820  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 AE9820
 AE9820  VERT ORDER      -  FIRST     CLASS II
 AE9820
 AE9820.The horizontal coordinates were scaled from a map and have
 AE9820.an estimated accuracy of +/- 6 seconds.
 AE9820
 AE9820.The orthometric height was determined by differential leveling and
 AE9820.adjusted by the NATIONAL GEODETIC SURVEY
 AE9820.in July 1998.
 AE9820
 AE9820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9820.GEOID18 height accuracy estimate available here.
 AE9820
 AE9820.Click photographs - Photos may exist for this station.
 AE9820
 AE9820.The dynamic height is computed by dividing the NAVD 88
 AE9820.geopotential number by the normal gravity value computed on the
 AE9820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9820.degrees latitude (g = 980.6199 gals.).
 AE9820
 AE9820.The modeled gravity was interpolated from observed gravity values.
 AE9820
 AE9820;                    North         East    Units  Estimated Accuracy
 AE9820;SPC SD N     -   189,050.      715,980.      MT  (+/- 180 meters Scaled)
 AE9820
 AE9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR378413(NAD 83)
 AE9820
 AE9820                          SUPERSEDED SURVEY CONTROL
 AE9820
 AE9820.No superseded survey control is available for this station.
 AE9820
 AE9820_MARKER: DD = SURVEY DISK
 AE9820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9820_STAMPING: 281-200.69 1996
 AE9820_MARK LOGO: SDDT
 AE9820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9820+STABILITY: SURFACE MOTION
 AE9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9820+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9820
 AE9820  HISTORY     - Date     Condition        Report By
 AE9820  HISTORY     - 1996     MONUMENTED       SDDT
 AE9820  HISTORY     - 19970509 GOOD             NGS
 AE9820
 AE9820                          STATION DESCRIPTION
 AE9820
 AE9820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9820'8.4 KM (5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9820'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 500.0 M (1640.4 FT) SOUTH OF
 AE9820'MILEPOST 201, 23.1 M (75.8 FT) EAST OF THE HIGHWAY CENTERLINE, 16.0 M
 AE9820'(52.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT)
 AE9820'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 AE9820'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9819 ***********************************************************************
 AE9819  DESIGNATION -  281 201.65
 AE9819  PID         -  AE9819
 AE9819  STATE/COUNTY-  SD/BROWN
 AE9819  COUNTRY     -  US
 AE9819  USGS QUAD   -  RICHMOND (2017)
 AE9819
 AE9819                         *CURRENT SURVEY CONTROL
 AE9819  ______________________________________________________________________
 AE9819* NAD 83(1986) POSITION- 45 32 22.     (N) 098 30 57.     (W)   SCALED
 AE9819* NAVD 88 ORTHO HEIGHT -   408.625 (meters)     1340.63  (feet) ADJUSTED
 AE9819  ______________________________________________________________________
 AE9819  GEOID HEIGHT    -        -24.402 (meters)                     GEOID18
 AE9819  DYNAMIC HEIGHT  -        408.598 (meters)     1340.54  (feet) COMP
 AE9819  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 AE9819
 AE9819  VERT ORDER      -  FIRST     CLASS II
 AE9819
 AE9819.The horizontal coordinates were scaled from a map and have
 AE9819.an estimated accuracy of +/- 6 seconds.
 AE9819
 AE9819.The orthometric height was determined by differential leveling and
 AE9819.adjusted by the NATIONAL GEODETIC SURVEY
 AE9819.in July 1998.
 AE9819
 AE9819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9819.GEOID18 height accuracy estimate available here.
 AE9819
 AE9819.Click photographs - Photos may exist for this station.
 AE9819
 AE9819.The dynamic height is computed by dividing the NAVD 88
 AE9819.geopotential number by the normal gravity value computed on the
 AE9819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9819.degrees latitude (g = 980.6199 gals.).
 AE9819
 AE9819.The modeled gravity was interpolated from observed gravity values.
 AE9819
 AE9819;                    North         East    Units  Estimated Accuracy
 AE9819;SPC SD N     -   190,650.      715,910.      MT  (+/- 180 meters Scaled)
 AE9819
 AE9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR377429(NAD 83)
 AE9819
 AE9819                          SUPERSEDED SURVEY CONTROL
 AE9819
 AE9819.No superseded survey control is available for this station.
 AE9819
 AE9819_MARKER: DD = SURVEY DISK
 AE9819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9819_STAMPING: 281-201.65 1996
 AE9819_MARK LOGO: SDDT
 AE9819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9819+STABILITY: SURFACE MOTION
 AE9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9819+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 AE9819
 AE9819  HISTORY     - Date     Condition        Report By
 AE9819  HISTORY     - 1996     MONUMENTED       SDDT
 AE9819  HISTORY     - 19970509 GOOD             NGS
 AE9819  HISTORY     - 20080811 GOOD             USGS
 AE9819
 AE9819                          STATION DESCRIPTION
 AE9819
 AE9819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9819'10.0 KM (6.20 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9819'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 508.0 M (1666.7 FT) SOUTH OF
 AE9819'MILEPOST 202, 29.9 M (98.1 FT) WEST OF THE HIGHWAY CENTERLINE, 0.8 M
 AE9819'(2.6 FT) EAST OF THE SOUTH END OF A FENCE, 0.5 M (1.6 FT) BELOW THE
 AE9819'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 AE9819'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE9819
 AE9819                          STATION RECOVERY (2008)
 AE9819
 AE9819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (RFT)
 AE9819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9818 ***********************************************************************
 AE9818  DESIGNATION -  281 202.72
 AE9818  PID         -  AE9818
 AE9818  STATE/COUNTY-  SD/BROWN
 AE9818  COUNTRY     -  US
 AE9818  USGS QUAD   -  RICHMOND (2017)
 AE9818
 AE9818                         *CURRENT SURVEY CONTROL
 AE9818  ______________________________________________________________________
 AE9818* NAD 83(1986) POSITION- 45 33 16.     (N) 098 30 54.     (W)   SCALED
 AE9818* NAVD 88 ORTHO HEIGHT -   408.328 (meters)     1339.66  (feet) ADJUSTED
 AE9818  ______________________________________________________________________
 AE9818  GEOID HEIGHT    -        -24.409 (meters)                     GEOID18
 AE9818  DYNAMIC HEIGHT  -        408.301 (meters)     1339.57  (feet) COMP
 AE9818  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 AE9818
 AE9818  VERT ORDER      -  FIRST     CLASS II
 AE9818
 AE9818.The horizontal coordinates were scaled from a map and have
 AE9818.an estimated accuracy of +/- 6 seconds.
 AE9818
 AE9818.The orthometric height was determined by differential leveling and
 AE9818.adjusted by the NATIONAL GEODETIC SURVEY
 AE9818.in July 1998.
 AE9818
 AE9818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9818.GEOID18 height accuracy estimate available here.
 AE9818
 AE9818.Click photographs - Photos may exist for this station.
 AE9818
 AE9818.The dynamic height is computed by dividing the NAVD 88
 AE9818.geopotential number by the normal gravity value computed on the
 AE9818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9818.degrees latitude (g = 980.6199 gals.).
 AE9818
 AE9818.The modeled gravity was interpolated from observed gravity values.
 AE9818
 AE9818;                    North         East    Units  Estimated Accuracy
 AE9818;SPC SD N     -   192,320.      715,940.      MT  (+/- 180 meters Scaled)
 AE9818
 AE9818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR378446(NAD 83)
 AE9818
 AE9818                          SUPERSEDED SURVEY CONTROL
 AE9818
 AE9818.No superseded survey control is available for this station.
 AE9818
 AE9818_MARKER: DD = SURVEY DISK
 AE9818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9818_STAMPING: 281-202.72 1996
 AE9818_MARK LOGO: SDDT
 AE9818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9818+STABILITY: SURFACE MOTION
 AE9818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9818+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9818
 AE9818  HISTORY     - Date     Condition        Report By
 AE9818  HISTORY     - 1996     MONUMENTED       SDDT
 AE9818  HISTORY     - 19970509 GOOD             NGS
 AE9818
 AE9818                          STATION DESCRIPTION
 AE9818
 AE9818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9818'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9818'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 405.0 M (1328.7 FT) SOUTH OF
 AE9818'MILEPOST 203, 29.9 M (98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 20.9 M
 AE9818'(68.6 FT) SOUTH OF UTILITY POLE NUMBER C-91, 15.0 M (49.2 FT) SOUTH OF
 AE9818'THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9818'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9818'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9817 ***********************************************************************
 AE9817  DESIGNATION -  281 203.68
 AE9817  PID         -  AE9817
 AE9817  STATE/COUNTY-  SD/BROWN
 AE9817  COUNTRY     -  US
 AE9817  USGS QUAD   -  RICHMOND (2017)
 AE9817
 AE9817                         *CURRENT SURVEY CONTROL
 AE9817  ______________________________________________________________________
 AE9817* NAD 83(1986) POSITION- 45 34 05.     (N) 098 30 54.     (W)   SCALED
 AE9817* NAVD 88 ORTHO HEIGHT -   409.229 (meters)     1342.61  (feet) ADJUSTED
 AE9817  ______________________________________________________________________
 AE9817  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 AE9817  DYNAMIC HEIGHT  -        409.203 (meters)     1342.53  (feet) COMP
 AE9817  MODELED GRAVITY -    980,540.8   (mgal)                       NAVD 88
 AE9817
 AE9817  VERT ORDER      -  FIRST     CLASS II
 AE9817
 AE9817.The horizontal coordinates were scaled from a map and have
 AE9817.an estimated accuracy of +/- 6 seconds.
 AE9817
 AE9817.The orthometric height was determined by differential leveling and
 AE9817.adjusted by the NATIONAL GEODETIC SURVEY
 AE9817.in July 1998.
 AE9817
 AE9817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9817.GEOID18 height accuracy estimate available here.
 AE9817
 AE9817.Click photographs - Photos may exist for this station.
 AE9817
 AE9817.The dynamic height is computed by dividing the NAVD 88
 AE9817.geopotential number by the normal gravity value computed on the
 AE9817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9817.degrees latitude (g = 980.6199 gals.).
 AE9817
 AE9817.The modeled gravity was interpolated from observed gravity values.
 AE9817
 AE9817;                    North         East    Units  Estimated Accuracy
 AE9817;SPC SD N     -   193,840.      715,920.      MT  (+/- 180 meters Scaled)
 AE9817
 AE9817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR378461(NAD 83)
 AE9817
 AE9817                          SUPERSEDED SURVEY CONTROL
 AE9817
 AE9817.No superseded survey control is available for this station.
 AE9817
 AE9817_MARKER: DD = SURVEY DISK
 AE9817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9817_STAMPING: 281 203.68 1996
 AE9817_MARK LOGO: SDDT
 AE9817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9817+STABILITY: SURFACE MOTION
 AE9817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9817+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9817
 AE9817  HISTORY     - Date     Condition        Report By
 AE9817  HISTORY     - 1996     MONUMENTED       SDDT
 AE9817  HISTORY     - 19970509 GOOD             NGS
 AE9817
 AE9817                          STATION DESCRIPTION
 AE9817
 AE9817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9817'13.2 KM (8.20 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9817'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 502.0 M (1647.0 FT) SOUTH OF
 AE9817'MILEPOST 204, 29.5 M (96.8 FT) EAST OF THE HIGHWAY CENTERLINE, 10.3 M
 AE9817'(33.8 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT)
 AE9817'SOUTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9817'HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 AE9817'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9816 ***********************************************************************
 AE9816  DESIGNATION -  281 204.70
 AE9816  PID         -  AE9816
 AE9816  STATE/COUNTY-  SD/BROWN
 AE9816  COUNTRY     -  US
 AE9816  USGS QUAD   -  RICHMOND (2017)
 AE9816
 AE9816                         *CURRENT SURVEY CONTROL
 AE9816  ______________________________________________________________________
 AE9816* NAD 83(1986) POSITION- 45 34 59.     (N) 098 30 54.     (W)   SCALED
 AE9816* NAVD 88 ORTHO HEIGHT -   410.527 (meters)     1346.87  (feet) ADJUSTED
 AE9816  ______________________________________________________________________
 AE9816  GEOID HEIGHT    -        -24.415 (meters)                     GEOID18
 AE9816  DYNAMIC HEIGHT  -        410.502 (meters)     1346.79  (feet) COMP
 AE9816  MODELED GRAVITY -    980,542.3   (mgal)                       NAVD 88
 AE9816
 AE9816  VERT ORDER      -  FIRST     CLASS II
 AE9816
 AE9816.The horizontal coordinates were scaled from a map and have
 AE9816.an estimated accuracy of +/- 6 seconds.
 AE9816
 AE9816.The orthometric height was determined by differential leveling and
 AE9816.adjusted by the NATIONAL GEODETIC SURVEY
 AE9816.in July 1998.
 AE9816
 AE9816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9816.GEOID18 height accuracy estimate available here.
 AE9816
 AE9816.Click photographs - Photos may exist for this station.
 AE9816
 AE9816.The dynamic height is computed by dividing the NAVD 88
 AE9816.geopotential number by the normal gravity value computed on the
 AE9816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9816.degrees latitude (g = 980.6199 gals.).
 AE9816
 AE9816.The modeled gravity was interpolated from observed gravity values.
 AE9816
 AE9816;                    North         East    Units  Estimated Accuracy
 AE9816;SPC SD N     -   195,500.      715,890.      MT  (+/- 180 meters Scaled)
 AE9816
 AE9816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR378478(NAD 83)
 AE9816
 AE9816                          SUPERSEDED SURVEY CONTROL
 AE9816
 AE9816.No superseded survey control is available for this station.
 AE9816
 AE9816_MARKER: Z = SEE DESCRIPTION
 AE9816_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9816_STAMPING: 281-204.70 1996
 AE9816_MARK LOGO: NGS
 AE9816_PROJECTION: FLUSH
 AE9816_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9816+STABILITY: POSITION/ELEVATION WELL
 AE9816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9816+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 AE9816_ROD/PIPE-DEPTH: 6.4 meters
 AE9816_SLEEVE-DEPTH  : 1.8 meters
 AE9816
 AE9816  HISTORY     - Date     Condition        Report By
 AE9816  HISTORY     - 1996     MONUMENTED       SDDT
 AE9816  HISTORY     - 19970508 GOOD             NGS
 AE9816  HISTORY     - 20080811 GOOD             USGS
 AE9816  HISTORY     - 20090915 GOOD             USGS
 AE9816
 AE9816                          STATION DESCRIPTION
 AE9816
 AE9816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9816'14.9 KM (9.25 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9816'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 442.0 M (1450.1 FT) SOUTH OF
 AE9816'MILEPOST 205, 32.4 M (106.3 FT) EAST OF THE HIGHWAY CENTERLINE, 5.2 M
 AE9816'(17.1 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT) WEST
 AE9816'OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE9816'FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD
 AE9816'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A
 AE9816'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9816'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9816'THROUGH A 4-INCH PVC CAP.
 AE9816
 AE9816                          STATION RECOVERY (2008)
 AE9816
 AE9816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (RFT)
 AE9816'RECOVERED IN GOOD CONDITION.
 AE9816
 AE9816                          STATION RECOVERY (2009)
 AE9816
 AE9816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2009 (RFT)
 AE9816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9815 ***********************************************************************
 AE9815  DESIGNATION -  281 205.72
 AE9815  PID         -  AE9815
 AE9815  STATE/COUNTY-  SD/BROWN
 AE9815  COUNTRY     -  US
 AE9815  USGS QUAD   -  RICHMOND (2017)
 AE9815
 AE9815                         *CURRENT SURVEY CONTROL
 AE9815  ______________________________________________________________________
 AE9815* NAD 83(1986) POSITION- 45 35 50.     (N) 098 31 06.     (W)   SCALED
 AE9815* NAVD 88 ORTHO HEIGHT -   412.613 (meters)     1353.71  (feet) ADJUSTED
 AE9815  ______________________________________________________________________
 AE9815  GEOID HEIGHT    -        -24.406 (meters)                     GEOID18
 AE9815  DYNAMIC HEIGHT  -        412.588 (meters)     1353.63  (feet) COMP
 AE9815  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 AE9815
 AE9815  VERT ORDER      -  FIRST     CLASS II
 AE9815
 AE9815.The horizontal coordinates were scaled from a map and have
 AE9815.an estimated accuracy of +/- 6 seconds.
 AE9815
 AE9815.The orthometric height was determined by differential leveling and
 AE9815.adjusted by the NATIONAL GEODETIC SURVEY
 AE9815.in July 1998.
 AE9815
 AE9815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9815.GEOID18 height accuracy estimate available here.
 AE9815
 AE9815.Click photographs - Photos may exist for this station.
 AE9815
 AE9815.The dynamic height is computed by dividing the NAVD 88
 AE9815.geopotential number by the normal gravity value computed on the
 AE9815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9815.degrees latitude (g = 980.6199 gals.).
 AE9815
 AE9815.The modeled gravity was interpolated from observed gravity values.
 AE9815
 AE9815;                    North         East    Units  Estimated Accuracy
 AE9815;SPC SD N     -   197,070.      715,600.      MT  (+/- 180 meters Scaled)
 AE9815
 AE9815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375494(NAD 83)
 AE9815
 AE9815                          SUPERSEDED SURVEY CONTROL
 AE9815
 AE9815.No superseded survey control is available for this station.
 AE9815
 AE9815_MARKER: DD = SURVEY DISK
 AE9815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9815_STAMPING: 281-205.72 1996
 AE9815_MARK LOGO: SDDT
 AE9815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9815+STABILITY: SURFACE MOTION
 AE9815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9815+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9815
 AE9815  HISTORY     - Date     Condition        Report By
 AE9815  HISTORY     - 1996     MONUMENTED       SDDT
 AE9815  HISTORY     - 19970509 GOOD             NGS
 AE9815
 AE9815                          STATION DESCRIPTION
 AE9815
 AE9815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9815'16.5 KM (10.25 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9815'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 428.0 M (1404.2 FT) SOUTH OF
 AE9815'MILEPOST 206, 30.4 M (99.7 FT) EAST OF THE HIGHWAY CENTERLINE, 4.4 M
 AE9815'(14.4 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) WEST
 AE9815'OF A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE9815'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AE9815'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9814 ***********************************************************************
 AE9814  DESIGNATION -  281 206.71
 AE9814  PID         -  AE9814
 AE9814  STATE/COUNTY-  SD/BROWN
 AE9814  COUNTRY     -  US
 AE9814  USGS QUAD   -  RICHMOND (2017)
 AE9814
 AE9814                         *CURRENT SURVEY CONTROL
 AE9814  ______________________________________________________________________
 AE9814* NAD 83(1986) POSITION- 45 36 43.     (N) 098 31 05.     (W)   SCALED
 AE9814* NAVD 88 ORTHO HEIGHT -   412.702 (meters)     1354.01  (feet) ADJUSTED
 AE9814  ______________________________________________________________________
 AE9814  GEOID HEIGHT    -        -24.401 (meters)                     GEOID18
 AE9814  DYNAMIC HEIGHT  -        412.678 (meters)     1353.93  (feet) COMP
 AE9814  MODELED GRAVITY -    980,545.3   (mgal)                       NAVD 88
 AE9814
 AE9814  VERT ORDER      -  FIRST     CLASS II
 AE9814
 AE9814.The horizontal coordinates were scaled from a map and have
 AE9814.an estimated accuracy of +/- 6 seconds.
 AE9814
 AE9814.The orthometric height was determined by differential leveling and
 AE9814.adjusted by the NATIONAL GEODETIC SURVEY
 AE9814.in July 1998.
 AE9814
 AE9814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9814.GEOID18 height accuracy estimate available here.
 AE9814
 AE9814.Click photographs - Photos may exist for this station.
 AE9814
 AE9814.The dynamic height is computed by dividing the NAVD 88
 AE9814.geopotential number by the normal gravity value computed on the
 AE9814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9814.degrees latitude (g = 980.6199 gals.).
 AE9814
 AE9814.The modeled gravity was interpolated from observed gravity values.
 AE9814
 AE9814;                    North         East    Units  Estimated Accuracy
 AE9814;SPC SD N     -   198,710.      715,590.      MT  (+/- 180 meters Scaled)
 AE9814
 AE9814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375510(NAD 83)
 AE9814
 AE9814                          SUPERSEDED SURVEY CONTROL
 AE9814
 AE9814.No superseded survey control is available for this station.
 AE9814
 AE9814_MARKER: DD = SURVEY DISK
 AE9814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9814_STAMPING: 281-206.71 1996
 AE9814_MARK LOGO: SDDT
 AE9814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9814+STABILITY: SURFACE MOTION
 AE9814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9814+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9814
 AE9814  HISTORY     - Date     Condition        Report By
 AE9814  HISTORY     - 1996     MONUMENTED       SDDT
 AE9814  HISTORY     - 19970509 GOOD             NGS
 AE9814
 AE9814                          STATION DESCRIPTION
 AE9814
 AE9814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9814'18.1 KM (11.25 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9814'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 408.0 M (1338.6 FT) SOUTH OF
 AE9814'MILEPOST 207, 30.0 M (98.4 FT) EAST OF THE HIGHWAY CENTERLINE, 6.5 M
 AE9814'(21.3 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 1.9 M (6.2 FT)
 AE9814'NORTH OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE9814'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE9814'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9813 ***********************************************************************
 AE9813  DESIGNATION -  281 207.75
 AE9813  PID         -  AE9813
 AE9813  STATE/COUNTY-  SD/BROWN
 AE9813  COUNTRY     -  US
 AE9813  USGS QUAD   -  RICHMOND NE (2017)
 AE9813
 AE9813                         *CURRENT SURVEY CONTROL
 AE9813  ______________________________________________________________________
 AE9813* NAD 83(1986) POSITION- 45 37 35.     (N) 098 31 04.     (W)   SCALED
 AE9813* NAVD 88 ORTHO HEIGHT -   415.140 (meters)     1362.01  (feet) ADJUSTED
 AE9813  ______________________________________________________________________
 AE9813  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 AE9813  DYNAMIC HEIGHT  -        415.117 (meters)     1361.93  (feet) COMP
 AE9813  MODELED GRAVITY -    980,546.8   (mgal)                       NAVD 88
 AE9813
 AE9813  VERT ORDER      -  FIRST     CLASS II
 AE9813
 AE9813.The horizontal coordinates were scaled from a map and have
 AE9813.an estimated accuracy of +/- 6 seconds.
 AE9813
 AE9813.The orthometric height was determined by differential leveling and
 AE9813.adjusted by the NATIONAL GEODETIC SURVEY
 AE9813.in July 1998.
 AE9813
 AE9813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9813.GEOID18 height accuracy estimate available here.
 AE9813
 AE9813.Click photographs - Photos may exist for this station.
 AE9813
 AE9813.The dynamic height is computed by dividing the NAVD 88
 AE9813.geopotential number by the normal gravity value computed on the
 AE9813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9813.degrees latitude (g = 980.6199 gals.).
 AE9813
 AE9813.The modeled gravity was interpolated from observed gravity values.
 AE9813
 AE9813;                    North         East    Units  Estimated Accuracy
 AE9813;SPC SD N     -   200,310.      715,580.      MT  (+/- 180 meters Scaled)
 AE9813
 AE9813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375526(NAD 83)
 AE9813
 AE9813                          SUPERSEDED SURVEY CONTROL
 AE9813
 AE9813.No superseded survey control is available for this station.
 AE9813
 AE9813_MARKER: DD = SURVEY DISK
 AE9813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9813_STAMPING: 281-207.75 1996
 AE9813_MARK LOGO: SDDT
 AE9813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9813+STABILITY: SURFACE MOTION
 AE9813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9813+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9813
 AE9813  HISTORY     - Date     Condition        Report By
 AE9813  HISTORY     - 1996     MONUMENTED       SDDT
 AE9813  HISTORY     - 19970509 GOOD             NGS
 AE9813
 AE9813                          STATION DESCRIPTION
 AE9813
 AE9813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9813'19.7 KM (12.25 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9813'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 413.0 M (1355.0 FT) SOUTH OF
 AE9813'MILEPOST 208, 30.2 M (99.1 FT) EAST OF THE HIGHWAY CENTERLINE, 1.2 M
 AE9813'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) WEST OF A
 AE9813'FENCE CORNER, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 AE9813'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9812 ***********************************************************************
 AE9812  DESIGNATION -  281 208.67
 AE9812  PID         -  AE9812
 AE9812  STATE/COUNTY-  SD/BROWN
 AE9812  COUNTRY     -  US
 AE9812  USGS QUAD   -  RICHMOND NE (2017)
 AE9812
 AE9812                         *CURRENT SURVEY CONTROL
 AE9812  ______________________________________________________________________
 AE9812* NAD 83(1986) POSITION- 45 38 21.     (N) 098 31 07.     (W)   SCALED
 AE9812* NAVD 88 ORTHO HEIGHT -   418.036 (meters)     1371.51  (feet) ADJUSTED
 AE9812  ______________________________________________________________________
 AE9812  GEOID HEIGHT    -        -24.381 (meters)                     GEOID18
 AE9812  DYNAMIC HEIGHT  -        418.013 (meters)     1371.43  (feet) COMP
 AE9812  MODELED GRAVITY -    980,548.1   (mgal)                       NAVD 88
 AE9812
 AE9812  VERT ORDER      -  FIRST     CLASS II
 AE9812
 AE9812.The horizontal coordinates were scaled from a map and have
 AE9812.an estimated accuracy of +/- 6 seconds.
 AE9812
 AE9812.The orthometric height was determined by differential leveling and
 AE9812.adjusted by the NATIONAL GEODETIC SURVEY
 AE9812.in July 1998.
 AE9812
 AE9812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9812.GEOID18 height accuracy estimate available here.
 AE9812
 AE9812.Click photographs - Photos may exist for this station.
 AE9812
 AE9812.The dynamic height is computed by dividing the NAVD 88
 AE9812.geopotential number by the normal gravity value computed on the
 AE9812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9812.degrees latitude (g = 980.6199 gals.).
 AE9812
 AE9812.The modeled gravity was interpolated from observed gravity values.
 AE9812
 AE9812;                    North         East    Units  Estimated Accuracy
 AE9812;SPC SD N     -   201,730.      715,490.      MT  (+/- 180 meters Scaled)
 AE9812
 AE9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375540(NAD 83)
 AE9812
 AE9812                          SUPERSEDED SURVEY CONTROL
 AE9812
 AE9812.No superseded survey control is available for this station.
 AE9812
 AE9812_MARKER: DD = SURVEY DISK
 AE9812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9812_STAMPING: 281-208.67 1996
 AE9812_MARK LOGO: SDDT
 AE9812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9812+STABILITY: SURFACE MOTION
 AE9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9812+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9812
 AE9812  HISTORY     - Date     Condition        Report By
 AE9812  HISTORY     - 1996     MONUMENTED       SDDT
 AE9812  HISTORY     - 19970509 GOOD             NGS
 AE9812
 AE9812                          STATION DESCRIPTION
 AE9812
 AE9812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9812'21.1 KM (13.10 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AE9812'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 535.0 M (1755.2 FT) SOUTH OF
 AE9812'MILEPOST 209, 30.3 M (99.4 FT) WEST OF THE HIGHWAY CENTERLINE, 4.4 M
 AE9812'(14.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT)
 AE9812'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 AE9812'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7860 ***********************************************************************
 AC7860  CBN         -  This is a Cooperative Base Network Control Station.
 AC7860  DESIGNATION -  281 209.74
 AC7860  PID         -  AC7860
 AC7860  STATE/COUNTY-  SD/BROWN
 AC7860  COUNTRY     -  US
 AC7860  USGS QUAD   -  RICHMOND NE (2017)
 AC7860
 AC7860                         *CURRENT SURVEY CONTROL
 AC7860  ______________________________________________________________________
 AC7860* NAD 83(2011) POSITION- 45 39 19.37906(N) 098 31 03.27891(W)   ADJUSTED
 AC7860* NAD 83(2011) ELLIP HT-   394.030 (meters)        (06/27/12)   ADJUSTED
 AC7860* NAD 83(2011) EPOCH   -  2010.00
 AC7860* NAVD 88 ORTHO HEIGHT -   418.406 (meters)     1372.72  (feet) ADJUSTED
 AC7860  ______________________________________________________________________
 AC7860  GEOID HEIGHT    -        -24.368 (meters)                     GEOID18
 AC7860  NAD 83(2011) X  -   -661,482.003 (meters)                     COMP
 AC7860  NAD 83(2011) Y  - -4,416,809.913 (meters)                     COMP
 AC7860  NAD 83(2011) Z  -  4,538,838.807 (meters)                     COMP
 AC7860  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 AC7860  DYNAMIC HEIGHT  -        418.384 (meters)     1372.65  (feet) COMP
 AC7860  MODELED GRAVITY -    980,549.6   (mgal)                       NAVD 88
 AC7860
 AC7860  VERT ORDER      -  FIRST     CLASS II
 AC7860
 AC7860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7860  Standards:
 AC7860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7860  -------------------------------------------------------------------
 AC7860  NETWORK    0.87   2.49           0.39   0.31   1.27     -0.03217668
 AC7860  -------------------------------------------------------------------
 AC7860  Click here for local accuracies and other accuracy information.
 AC7860
 AC7860.The horizontal coordinates were established by GPS observations
 AC7860.and adjusted by the National Geodetic Survey in June 2012.
 AC7860
 AC7860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7860.been affixed to the stable North American tectonic plate. See 
 AC7860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7860
 AC7860.The horizontal coordinates are valid at the epoch date displayed above
 AC7860.which is a decimal equivalence of Year/Month/Day.
 AC7860
 AC7860.The orthometric height was determined by differential leveling and
 AC7860.adjusted by the NATIONAL GEODETIC SURVEY
 AC7860.in July 1998.
 AC7860
 AC7860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7860.GEOID18 height accuracy estimate available here.
 AC7860
 AC7860.Click photographs - Photos may exist for this station.
 AC7860
 AC7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7860
 AC7860.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7860
 AC7860.The ellipsoidal height was determined by GPS observations
 AC7860.and is referenced to NAD 83.
 AC7860
 AC7860.The dynamic height is computed by dividing the NAVD 88
 AC7860.geopotential number by the normal gravity value computed on the
 AC7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7860.degrees latitude (g = 980.6199 gals.).
 AC7860
 AC7860.The modeled gravity was interpolated from observed gravity values.
 AC7860
 AC7860. The following values were computed from the NAD 83(2011) position.
 AC7860
 AC7860;                    North         East     Units Scale Factor Converg.
 AC7860;SPC SD N     -   203,535.397   715,537.087   MT  0.99999473   +1 02 57.0
 AC7860;SPC SD N     -   667,765.71  2,347,557.93   sFT  0.99999473   +1 02 57.0
 AC7860;UTM  14      - 5,055,872.511   537,586.309   MT  0.99961737   +0 20 42.0
 AC7860
 AC7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7860!SPC SD N     -   0.99993823  x   0.99999473  =   0.99993296
 AC7860!UTM  14      -   0.99993823  x   0.99961737  =   0.99955562
 AC7860
 AC7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3758655872(NAD 83)
 AC7860
 AC7860                          SUPERSEDED SURVEY CONTROL
 AC7860
 AC7860  NAD 83(2007)-  45 39 19.37904(N)    098 31 03.27974(W) AD(2002.00) 0
 AC7860  ELLIP H (02/10/07)  394.059  (m)                       GP(2002.00)    
 AC7860  ELLIP H (04/15/04)  394.079  (m)                       GP(       ) 2 1
 AC7860  NAD 83(1996)-  45 39 19.37849(N)    098 31 03.27921(W) AD(       ) B
 AC7860  ELLIP H (04/18/97)  394.107  (m)                       GP(       ) 4 1
 AC7860  NAVD 88 (04/18/97)  418.4    (m)  GEOID96  model used  GPS OBS        
 AC7860
 AC7860.Superseded values are not recommended for survey control.
 AC7860
 AC7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7860.See file dsdata.pdf to determine how the superseded data were derived.
 AC7860
 AC7860_MARKER: Z = SEE DESCRIPTION
 AC7860_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7860_STAMPING: 281-209.74 1995
 AC7860_MARK LOGO: NGS
 AC7860_PROJECTION: FLUSH
 AC7860_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7860+STABILITY: POSITION/ELEVATION WELL
 AC7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7860+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 AC7860_ROD/PIPE-DEPTH: 6.4 meters
 AC7860_SLEEVE-DEPTH  : 1.8 meters
 AC7860
 AC7860  HISTORY     - Date     Condition        Report By
 AC7860  HISTORY     - 1994     MONUMENTED       SDDT
 AC7860  HISTORY     - 19960924 GOOD             NGS
 AC7860  HISTORY     - 19970508 GOOD             NGS
 AC7860  HISTORY     - 20090915 GOOD             USGS
 AC7860
 AC7860                          STATION DESCRIPTION
 AC7860
 AC7860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7860'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH OF ABERDEEN AND
 AC7860'1.1 MI (1.8 KM) NORTHWEST OF WESTPORT, ON U.S. HIGHWAY 281.
 AC7860'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7860'JUNCTION OF COUNTY ROADS 9 AND 10 IN WESTPORT, GO WEST ON COUNTY ROAD
 AC7860'9 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF U.S. HIGHWAY 281, TURN RIGHT
 AC7860'AND GO NORTH ON U.S. HIGHWAY 281 FOR 0.5 MI (0.8 KM) TO THE STATION ON
 AC7860'THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7860'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7860'STEEL PIPE.  LOCATED 29.6 M (97.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC7860'3.8 M (12.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.2 M (3.9 FT)
 AC7860'WEST OF A FENCE CORNER POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 AC7860'AND 0.4 M (1.3 FT) EAST OF A METAL GUARD POST. NOTE--ACCESS TO THE
 AC7860'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7860
 AC7860                          STATION RECOVERY (1997)
 AC7860
 AC7860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7860'22.9 KM (14.20 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE EAST
 AC7860'JUNCTION OF U.S. HIGHWAY 12 IN ABERDEEN, 360.0 M (1181.1 FT) SOUTH OF
 AC7860'MILEPOST 210, 29.4 M (96.5 FT) EAST OF THE HIGHWAY CENTERLINE, 3.3 M
 AC7860'(10.8 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) WEST
 AC7860'OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AC7860'M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL
 AC7860'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED
 AC7860'TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7860'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7860'THROUGH A 4-INCH PVC CAP.
 AC7860
 AC7860                          STATION RECOVERY (2009)
 AC7860
 AC7860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2009 (RFT)
 AC7860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9811 ***********************************************************************
 AE9811  DESIGNATION -  281 210.80
 AE9811  PID         -  AE9811
 AE9811  STATE/COUNTY-  SD/BROWN
 AE9811  COUNTRY     -  US
 AE9811  USGS QUAD   -  RICHMOND NE (2017)
 AE9811
 AE9811                         *CURRENT SURVEY CONTROL
 AE9811  ______________________________________________________________________
 AE9811* NAD 83(1986) POSITION- 45 40 17.     (N) 098 31 03.     (W)   SCALED
 AE9811* NAVD 88 ORTHO HEIGHT -   417.998 (meters)     1371.38  (feet) ADJUSTED
 AE9811  ______________________________________________________________________
 AE9811  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 AE9811  DYNAMIC HEIGHT  -        417.976 (meters)     1371.31  (feet) COMP
 AE9811  MODELED GRAVITY -    980,551.0   (mgal)                       NAVD 88
 AE9811
 AE9811  VERT ORDER      -  FIRST     CLASS II
 AE9811
 AE9811.The horizontal coordinates were scaled from a map and have
 AE9811.an estimated accuracy of +/- 6 seconds.
 AE9811
 AE9811.The orthometric height was determined by differential leveling and
 AE9811.adjusted by the NATIONAL GEODETIC SURVEY
 AE9811.in July 1998.
 AE9811
 AE9811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9811.GEOID18 height accuracy estimate available here.
 AE9811
 AE9811.Click photographs - Photos may exist for this station.
 AE9811
 AE9811.The dynamic height is computed by dividing the NAVD 88
 AE9811.geopotential number by the normal gravity value computed on the
 AE9811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9811.degrees latitude (g = 980.6199 gals.).
 AE9811
 AE9811.The modeled gravity was interpolated from observed gravity values.
 AE9811
 AE9811;                    North         East    Units  Estimated Accuracy
 AE9811;SPC SD N     -   205,310.      715,510.      MT  (+/- 180 meters Scaled)
 AE9811
 AE9811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375576(NAD 83)
 AE9811
 AE9811                          SUPERSEDED SURVEY CONTROL
 AE9811
 AE9811.No superseded survey control is available for this station.
 AE9811
 AE9811_MARKER: DD = SURVEY DISK
 AE9811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9811_STAMPING: 281 210.80 1996
 AE9811_MARK LOGO: SDDT
 AE9811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9811+STABILITY: SURFACE MOTION
 AE9811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9811+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 AE9811
 AE9811  HISTORY     - Date     Condition        Report By
 AE9811  HISTORY     - 1996     MONUMENTED       SDDT
 AE9811  HISTORY     - 19970509 GOOD             NGS
 AE9811  HISTORY     - 20090916 GOOD             USGS
 AE9811
 AE9811                          STATION DESCRIPTION
 AE9811
 AE9811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9811'17.9 KM (11.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 AE9811'OF MAIN STREET IN FERDERICK, 299.0 M (981.0 FT) SOUTH OF MILEPOST 211,
 AE9811'29.9 M (98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 28.4 M (93.2 FT)
 AE9811'NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 AE9811'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 AE9811'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE9811
 AE9811                          STATION RECOVERY (2009)
 AE9811
 AE9811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2009 (RFT)
 AE9811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9810 ***********************************************************************
 AE9810  DESIGNATION -  281 211.72
 AE9810  PID         -  AE9810
 AE9810  STATE/COUNTY-  SD/BROWN
 AE9810  COUNTRY     -  US
 AE9810  USGS QUAD   -  RICHMOND NE (2017)
 AE9810
 AE9810                         *CURRENT SURVEY CONTROL
 AE9810  ______________________________________________________________________
 AE9810* NAD 83(1986) POSITION- 45 41 04.     (N) 098 31 03.     (W)   SCALED
 AE9810* NAVD 88 ORTHO HEIGHT -   423.227 (meters)     1388.54  (feet) ADJUSTED
 AE9810  ______________________________________________________________________
 AE9810  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 AE9810  DYNAMIC HEIGHT  -        423.206 (meters)     1388.47  (feet) COMP
 AE9810  MODELED GRAVITY -    980,552.0   (mgal)                       NAVD 88
 AE9810
 AE9810  VERT ORDER      -  FIRST     CLASS II
 AE9810
 AE9810.The horizontal coordinates were scaled from a map and have
 AE9810.an estimated accuracy of +/- 6 seconds.
 AE9810
 AE9810.The orthometric height was determined by differential leveling and
 AE9810.adjusted by the NATIONAL GEODETIC SURVEY
 AE9810.in July 1998.
 AE9810
 AE9810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9810.GEOID18 height accuracy estimate available here.
 AE9810
 AE9810.Click photographs - Photos may exist for this station.
 AE9810
 AE9810.The dynamic height is computed by dividing the NAVD 88
 AE9810.geopotential number by the normal gravity value computed on the
 AE9810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9810.degrees latitude (g = 980.6199 gals.).
 AE9810
 AE9810.The modeled gravity was interpolated from observed gravity values.
 AE9810
 AE9810;                    North         East    Units  Estimated Accuracy
 AE9810;SPC SD N     -   206,770.      715,480.      MT  (+/- 180 meters Scaled)
 AE9810
 AE9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375591(NAD 83)
 AE9810
 AE9810                          SUPERSEDED SURVEY CONTROL
 AE9810
 AE9810.No superseded survey control is available for this station.
 AE9810
 AE9810_MARKER: DD = SURVEY DISK
 AE9810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9810_STAMPING: 281 211.72 1996
 AE9810_MARK LOGO: SDDT
 AE9810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9810+STABILITY: SURFACE MOTION
 AE9810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9810+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9810
 AE9810  HISTORY     - Date     Condition        Report By
 AE9810  HISTORY     - 1996     MONUMENTED       SDDT
 AE9810  HISTORY     - 19970509 GOOD             NGS
 AE9810
 AE9810                          STATION DESCRIPTION
 AE9810
 AE9810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9810'16.4 KM (10.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 AE9810'OF MAIN STREET IN FERDERICK, 445.0 M (1460.0 FT) SOUTH OF MILEPOST
 AE9810'212, 29.9 M (98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT)
 AE9810'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) WEST OF A
 AE9810'FENCE CORNER, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 AE9810'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE9810'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9809 ***********************************************************************
 AE9809  DESIGNATION -  281 212.48
 AE9809  PID         -  AE9809
 AE9809  STATE/COUNTY-  SD/BROWN
 AE9809  COUNTRY     -  US
 AE9809  USGS QUAD   -  RICHMOND NE (2017)
 AE9809
 AE9809                         *CURRENT SURVEY CONTROL
 AE9809  ______________________________________________________________________
 AE9809* NAD 83(1986) POSITION- 45 41 42.     (N) 098 31 03.     (W)   SCALED
 AE9809* NAVD 88 ORTHO HEIGHT -   422.568 (meters)     1386.38  (feet) ADJUSTED
 AE9809  ______________________________________________________________________
 AE9809  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 AE9809  DYNAMIC HEIGHT  -        422.547 (meters)     1386.31  (feet) COMP
 AE9809  MODELED GRAVITY -    980,552.8   (mgal)                       NAVD 88
 AE9809
 AE9809  VERT ORDER      -  FIRST     CLASS II
 AE9809
 AE9809.The horizontal coordinates were scaled from a map and have
 AE9809.an estimated accuracy of +/- 6 seconds.
 AE9809
 AE9809.The orthometric height was determined by differential leveling and
 AE9809.adjusted by the NATIONAL GEODETIC SURVEY
 AE9809.in July 1998.
 AE9809
 AE9809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9809.GEOID18 height accuracy estimate available here.
 AE9809
 AE9809.Click photographs - Photos may exist for this station.
 AE9809
 AE9809.The dynamic height is computed by dividing the NAVD 88
 AE9809.geopotential number by the normal gravity value computed on the
 AE9809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9809.degrees latitude (g = 980.6199 gals.).
 AE9809
 AE9809.The modeled gravity was interpolated from observed gravity values.
 AE9809
 AE9809;                    North         East    Units  Estimated Accuracy
 AE9809;SPC SD N     -   207,940.      715,460.      MT  (+/- 180 meters Scaled)
 AE9809
 AE9809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375602(NAD 83)
 AE9809
 AE9809                          SUPERSEDED SURVEY CONTROL
 AE9809
 AE9809.No superseded survey control is available for this station.
 AE9809
 AE9809_MARKER: DD = SURVEY DISK
 AE9809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9809_STAMPING: 281-212.48 1996
 AE9809_MARK LOGO: SDDT
 AE9809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9809+STABILITY: SURFACE MOTION
 AE9809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9809+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AE9809
 AE9809  HISTORY     - Date     Condition        Report By
 AE9809  HISTORY     - 1996     MONUMENTED       SDDT
 AE9809  HISTORY     - 19970509 GOOD             NGS
 AE9809
 AE9809                          STATION DESCRIPTION
 AE9809
 AE9809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9809'15.2 KM (9.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 AE9809'OF MAIN STREET IN FERDERICK, 769.0 M (2523.0 FT) NORTH OF MILEPOST
 AE9809'212, 169.0 M (554.5 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 26.4
 AE9809'M (86.6 FT) EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE
 AE9809'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 AE9809'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9808 ***********************************************************************
 AE9808  DESIGNATION -  281 213.72
 AE9808  PID         -  AE9808
 AE9808  STATE/COUNTY-  SD/BROWN
 AE9808  COUNTRY     -  US
 AE9808  USGS QUAD   -  RICHMOND NE (2017)
 AE9808
 AE9808                         *CURRENT SURVEY CONTROL
 AE9808  ______________________________________________________________________
 AE9808* NAD 83(1986) POSITION- 45 42 48.     (N) 098 31 03.     (W)   SCALED
 AE9808* NAVD 88 ORTHO HEIGHT -   421.902 (meters)     1384.19  (feet) ADJUSTED
 AE9808  ______________________________________________________________________
 AE9808  GEOID HEIGHT    -        -24.328 (meters)                     GEOID18
 AE9808  DYNAMIC HEIGHT  -        421.882 (meters)     1384.12  (feet) COMP
 AE9808  MODELED GRAVITY -    980,554.0   (mgal)                       NAVD 88
 AE9808
 AE9808  VERT ORDER      -  FIRST     CLASS II
 AE9808
 AE9808.The horizontal coordinates were scaled from a map and have
 AE9808.an estimated accuracy of +/- 6 seconds.
 AE9808
 AE9808.The orthometric height was determined by differential leveling and
 AE9808.adjusted by the NATIONAL GEODETIC SURVEY
 AE9808.in July 1998.
 AE9808
 AE9808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9808.GEOID18 height accuracy estimate available here.
 AE9808
 AE9808.Click photographs - Photos may exist for this station.
 AE9808
 AE9808.The dynamic height is computed by dividing the NAVD 88
 AE9808.geopotential number by the normal gravity value computed on the
 AE9808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9808.degrees latitude (g = 980.6199 gals.).
 AE9808
 AE9808.The modeled gravity was interpolated from observed gravity values.
 AE9808
 AE9808;                    North         East    Units  Estimated Accuracy
 AE9808;SPC SD N     -   209,980.      715,430.      MT  (+/- 180 meters Scaled)
 AE9808
 AE9808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375623(NAD 83)
 AE9808
 AE9808                          SUPERSEDED SURVEY CONTROL
 AE9808
 AE9808.No superseded survey control is available for this station.
 AE9808
 AE9808_MARKER: DD = SURVEY DISK
 AE9808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9808_STAMPING: 281-213.72 1996
 AE9808_MARK LOGO: SDDT
 AE9808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9808+STABILITY: SURFACE MOTION
 AE9808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9808+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9808
 AE9808  HISTORY     - Date     Condition        Report By
 AE9808  HISTORY     - 1996     MONUMENTED       SDDT
 AE9808  HISTORY     - 19970508 GOOD             NGS
 AE9808
 AE9808                          STATION DESCRIPTION
 AE9808
 AE9808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9808'13.2 KM (8.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 AE9808'OF MAIN STREET IN FREDERICK, 455.0 M (1492.8 FT) S0UTH OF MILEPOST
 AE9808'214, 29.2 M (95.8 FT) EAST OF THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT)
 AE9808'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) WEST OF A
 AE9808'FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AE9808'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE9808'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9807 ***********************************************************************
 AE9807  DESIGNATION -  281 214.72
 AE9807  PID         -  AE9807
 AE9807  STATE/COUNTY-  SD/BROWN
 AE9807  COUNTRY     -  US
 AE9807  USGS QUAD   -  RICHMOND NE (2017)
 AE9807
 AE9807                         *CURRENT SURVEY CONTROL
 AE9807  ______________________________________________________________________
 AE9807* NAD 83(1986) POSITION- 45 43 40.     (N) 098 31 02.     (W)   SCALED
 AE9807* NAVD 88 ORTHO HEIGHT -   423.397 (meters)     1389.10  (feet) ADJUSTED
 AE9807  ______________________________________________________________________
 AE9807  GEOID HEIGHT    -        -24.331 (meters)                     GEOID18
 AE9807  DYNAMIC HEIGHT  -        423.376 (meters)     1389.03  (feet) COMP
 AE9807  MODELED GRAVITY -    980,554.9   (mgal)                       NAVD 88
 AE9807
 AE9807  VERT ORDER      -  FIRST     CLASS II
 AE9807
 AE9807.The horizontal coordinates were scaled from a map and have
 AE9807.an estimated accuracy of +/- 6 seconds.
 AE9807
 AE9807.The orthometric height was determined by differential leveling and
 AE9807.adjusted by the NATIONAL GEODETIC SURVEY
 AE9807.in July 1998.
 AE9807
 AE9807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9807.GEOID18 height accuracy estimate available here.
 AE9807
 AE9807.Click photographs - Photos may exist for this station.
 AE9807
 AE9807.The dynamic height is computed by dividing the NAVD 88
 AE9807.geopotential number by the normal gravity value computed on the
 AE9807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9807.degrees latitude (g = 980.6199 gals.).
 AE9807
 AE9807.The modeled gravity was interpolated from observed gravity values.
 AE9807
 AE9807;                    North         East    Units  Estimated Accuracy
 AE9807;SPC SD N     -   211,580.      715,420.      MT  (+/- 180 meters Scaled)
 AE9807
 AE9807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375639(NAD 83)
 AE9807
 AE9807                          SUPERSEDED SURVEY CONTROL
 AE9807
 AE9807.No superseded survey control is available for this station.
 AE9807
 AE9807_MARKER: DD = SURVEY DISK
 AE9807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9807_STAMPING: 281-214.72 1996
 AE9807_MARK LOGO: SDDT
 AE9807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9807+STABILITY: SURFACE MOTION
 AE9807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9807+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9807
 AE9807  HISTORY     - Date     Condition        Report By
 AE9807  HISTORY     - 1996     MONUMENTED       SDDT
 AE9807  HISTORY     - 19970508 GOOD             NGS
 AE9807
 AE9807                          STATION DESCRIPTION
 AE9807
 AE9807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9807'11.6 KM (7.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 AE9807'OF MAIN STREET IN FREDERICK, 451.0 M (1479.7 FT) S0UTH OF MILEPOST
 AE9807'215, 29.9 M (98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT)
 AE9807'NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.8 M (5.9 FT) SOUTH OF A
 AE9807'T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE9807'(2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 AE9807'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9806 ***********************************************************************
 AE9806  DESIGNATION -  281 215.62
 AE9806  PID         -  AE9806
 AE9806  STATE/COUNTY-  SD/BROWN
 AE9806  COUNTRY     -  US
 AE9806  USGS QUAD   -  RICHMOND NE (2017)
 AE9806
 AE9806                         *CURRENT SURVEY CONTROL
 AE9806  ______________________________________________________________________
 AE9806* NAD 83(1986) POSITION- 45 44 26.     (N) 098 31 03.     (W)   SCALED
 AE9806* NAVD 88 ORTHO HEIGHT -   423.638 (meters)     1389.89  (feet) ADJUSTED
 AE9806  ______________________________________________________________________
 AE9806  GEOID HEIGHT    -        -24.337 (meters)                     GEOID18
 AE9806  DYNAMIC HEIGHT  -        423.618 (meters)     1389.82  (feet) COMP
 AE9806  MODELED GRAVITY -    980,555.6   (mgal)                       NAVD 88
 AE9806
 AE9806  VERT ORDER      -  FIRST     CLASS II
 AE9806
 AE9806.The horizontal coordinates were scaled from a map and have
 AE9806.an estimated accuracy of +/- 6 seconds.
 AE9806
 AE9806.The orthometric height was determined by differential leveling and
 AE9806.adjusted by the NATIONAL GEODETIC SURVEY
 AE9806.in July 1998.
 AE9806
 AE9806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9806.GEOID18 height accuracy estimate available here.
 AE9806
 AE9806.Click photographs - Photos may exist for this station.
 AE9806
 AE9806.The dynamic height is computed by dividing the NAVD 88
 AE9806.geopotential number by the normal gravity value computed on the
 AE9806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9806.degrees latitude (g = 980.6199 gals.).
 AE9806
 AE9806.The modeled gravity was interpolated from observed gravity values.
 AE9806
 AE9806;                    North         East    Units  Estimated Accuracy
 AE9806;SPC SD N     -   213,000.      715,370.      MT  (+/- 180 meters Scaled)
 AE9806
 AE9806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375653(NAD 83)
 AE9806
 AE9806                          SUPERSEDED SURVEY CONTROL
 AE9806
 AE9806.No superseded survey control is available for this station.
 AE9806
 AE9806_MARKER: Z = SEE DESCRIPTION
 AE9806_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9806_STAMPING: 281 215.62 1996
 AE9806_MARK LOGO: NGS
 AE9806_PROJECTION: FLUSH
 AE9806_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9806+STABILITY: POSITION/ELEVATION WELL
 AE9806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9806+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9806_ROD/PIPE-DEPTH: 6.4 meters
 AE9806_SLEEVE-DEPTH  : 1.8 meters
 AE9806
 AE9806  HISTORY     - Date     Condition        Report By
 AE9806  HISTORY     - 1996     MONUMENTED       SDDT
 AE9806  HISTORY     - 19970508 GOOD             NGS
 AE9806
 AE9806                          STATION DESCRIPTION
 AE9806
 AE9806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9806'10.2 KM (6.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 AE9806'OF MAIN STREET IN FREDERICK, 609.0 M (1998.0 FT) SOUTH OF MILEPOST
 AE9806'216, 30.2 M (99.1 FT) EAST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT)
 AE9806'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) WEST OF A
 AE9806'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AE9806'WEST OF A WITNESS POST, AND 0.4 M (1.3 FT) EAST OF A METAL GUARD POST.
 AE9806'NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL
 AE9806'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AE9806'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE9806'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9805 ***********************************************************************
 AE9805  DESIGNATION -  281 216.45
 AE9805  PID         -  AE9805
 AE9805  STATE/COUNTY-  SD/BROWN
 AE9805  COUNTRY     -  US
 AE9805  USGS QUAD   -  FREDERICK (2017)
 AE9805
 AE9805                         *CURRENT SURVEY CONTROL
 AE9805  ______________________________________________________________________
 AE9805* NAD 83(1986) POSITION- 45 45 12.     (N) 098 31 03.     (W)   SCALED
 AE9805* NAVD 88 ORTHO HEIGHT -   427.243 (meters)     1401.71  (feet) ADJUSTED
 AE9805  ______________________________________________________________________
 AE9805  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AE9805  DYNAMIC HEIGHT  -        427.223 (meters)     1401.65  (feet) COMP
 AE9805  MODELED GRAVITY -    980,556.3   (mgal)                       NAVD 88
 AE9805
 AE9805  VERT ORDER      -  FIRST     CLASS II
 AE9805
 AE9805.The horizontal coordinates were scaled from a map and have
 AE9805.an estimated accuracy of +/- 6 seconds.
 AE9805
 AE9805.The orthometric height was determined by differential leveling and
 AE9805.adjusted by the NATIONAL GEODETIC SURVEY
 AE9805.in July 1998.
 AE9805
 AE9805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9805.GEOID18 height accuracy estimate available here.
 AE9805
 AE9805.Click photographs - Photos may exist for this station.
 AE9805
 AE9805.The dynamic height is computed by dividing the NAVD 88
 AE9805.geopotential number by the normal gravity value computed on the
 AE9805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9805.degrees latitude (g = 980.6199 gals.).
 AE9805
 AE9805.The modeled gravity was interpolated from observed gravity values.
 AE9805
 AE9805;                    North         East    Units  Estimated Accuracy
 AE9805;SPC SD N     -   214,420.      715,340.      MT  (+/- 180 meters Scaled)
 AE9805
 AE9805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375667(NAD 83)
 AE9805
 AE9805                          SUPERSEDED SURVEY CONTROL
 AE9805
 AE9805.No superseded survey control is available for this station.
 AE9805
 AE9805_MARKER: DD = SURVEY DISK
 AE9805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9805_STAMPING: 281-216.45 1996
 AE9805_MARK LOGO: SDDT
 AE9805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9805+STABILITY: SURFACE MOTION
 AE9805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9805+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9805
 AE9805  HISTORY     - Date     Condition        Report By
 AE9805  HISTORY     - 1996     MONUMENTED       SDDT
 AE9805  HISTORY     - 19970508 GOOD             NGS
 AE9805
 AE9805                          STATION DESCRIPTION
 AE9805
 AE9805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9805'8.7 KM (5.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9805'MAIN STREET IN FREDERICK, 793.0 M (2601.7 FT) NORTH OF MILEPOST 216,
 AE9805'54.9 M (180.1 FT) NORTH OF THE CENTER OF A DRIVEWAY, 29.3 M (96.1 FT)
 AE9805'EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9805'HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 AE9805'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9804 ***********************************************************************
 AE9804  DESIGNATION -  281 217.61
 AE9804  PID         -  AE9804
 AE9804  STATE/COUNTY-  SD/BROWN
 AE9804  COUNTRY     -  US
 AE9804  USGS QUAD   -  FREDERICK (2017)
 AE9804
 AE9804                         *CURRENT SURVEY CONTROL
 AE9804  ______________________________________________________________________
 AE9804* NAD 83(1986) POSITION- 45 46 10.     (N) 098 31 03.     (W)   SCALED
 AE9804* NAVD 88 ORTHO HEIGHT -   427.546 (meters)     1402.71  (feet) ADJUSTED
 AE9804  ______________________________________________________________________
 AE9804  GEOID HEIGHT    -        -24.362 (meters)                     GEOID18
 AE9804  DYNAMIC HEIGHT  -        427.526 (meters)     1402.64  (feet) COMP
 AE9804  MODELED GRAVITY -    980,557.2   (mgal)                       NAVD 88
 AE9804
 AE9804  VERT ORDER      -  FIRST     CLASS II
 AE9804
 AE9804.The horizontal coordinates were scaled from a map and have
 AE9804.an estimated accuracy of +/- 6 seconds.
 AE9804
 AE9804.The orthometric height was determined by differential leveling and
 AE9804.adjusted by the NATIONAL GEODETIC SURVEY
 AE9804.in July 1998.
 AE9804
 AE9804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9804.GEOID18 height accuracy estimate available here.
 AE9804
 AE9804.Click photographs - Photos may exist for this station.
 AE9804
 AE9804.The dynamic height is computed by dividing the NAVD 88
 AE9804.geopotential number by the normal gravity value computed on the
 AE9804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9804.degrees latitude (g = 980.6199 gals.).
 AE9804
 AE9804.The modeled gravity was interpolated from observed gravity values.
 AE9804
 AE9804;                    North         East    Units  Estimated Accuracy
 AE9804;SPC SD N     -   216,210.      715,310.      MT  (+/- 180 meters Scaled)
 AE9804
 AE9804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375685(NAD 83)
 AE9804
 AE9804                          SUPERSEDED SURVEY CONTROL
 AE9804
 AE9804.No superseded survey control is available for this station.
 AE9804
 AE9804_MARKER: DD = SURVEY DISK
 AE9804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9804_STAMPING: 281-217.61 1996
 AE9804_MARK LOGO: SDDT
 AE9804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9804+STABILITY: SURFACE MOTION
 AE9804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9804+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9804
 AE9804  HISTORY     - Date     Condition        Report By
 AE9804  HISTORY     - 1996     MONUMENTED       SDDT
 AE9804  HISTORY     - 19970508 GOOD             NGS
 AE9804
 AE9804                          STATION DESCRIPTION
 AE9804
 AE9804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9804'6.9 KM (4.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9804'MAIN STREET IN FREDERICK, 630.0 M (2066.9 FT) SOUTH OF MILEPOST 218,
 AE9804'29.3 M (96.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.3 M (20.7 FT) SOUTH
 AE9804'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9804'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 AE9804'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9803 ***********************************************************************
 AE9803  DESIGNATION -  281 218.58
 AE9803  PID         -  AE9803
 AE9803  STATE/COUNTY-  SD/BROWN
 AE9803  COUNTRY     -  US
 AE9803  USGS QUAD   -  FREDERICK (2017)
 AE9803
 AE9803                         *CURRENT SURVEY CONTROL
 AE9803  ______________________________________________________________________
 AE9803* NAD 83(1986) POSITION- 45 47 00.     (N) 098 31 03.     (W)   SCALED
 AE9803* NAVD 88 ORTHO HEIGHT -   424.653 (meters)     1393.22  (feet) ADJUSTED
 AE9803  ______________________________________________________________________
 AE9803  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 AE9803  DYNAMIC HEIGHT  -        424.633 (meters)     1393.15  (feet) COMP
 AE9803  MODELED GRAVITY -    980,557.9   (mgal)                       NAVD 88
 AE9803
 AE9803  VERT ORDER      -  FIRST     CLASS II
 AE9803
 AE9803.The horizontal coordinates were scaled from a map and have
 AE9803.an estimated accuracy of +/- 6 seconds.
 AE9803
 AE9803.The orthometric height was determined by differential leveling and
 AE9803.adjusted by the NATIONAL GEODETIC SURVEY
 AE9803.in July 1998.
 AE9803
 AE9803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9803.GEOID18 height accuracy estimate available here.
 AE9803
 AE9803.Click photographs - Photos may exist for this station.
 AE9803
 AE9803.The dynamic height is computed by dividing the NAVD 88
 AE9803.geopotential number by the normal gravity value computed on the
 AE9803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9803.degrees latitude (g = 980.6199 gals.).
 AE9803
 AE9803.The modeled gravity was interpolated from observed gravity values.
 AE9803
 AE9803;                    North         East    Units  Estimated Accuracy
 AE9803;SPC SD N     -   217,750.      715,280.      MT  (+/- 180 meters Scaled)
 AE9803
 AE9803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375700(NAD 83)
 AE9803
 AE9803                          SUPERSEDED SURVEY CONTROL
 AE9803
 AE9803.No superseded survey control is available for this station.
 AE9803
 AE9803_MARKER: DD = SURVEY DISK
 AE9803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9803_STAMPING: 281-218.58 1996
 AE9803_MARK LOGO: SDDT
 AE9803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9803+STABILITY: SURFACE MOTION
 AE9803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9803+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9803
 AE9803  HISTORY     - Date     Condition        Report By
 AE9803  HISTORY     - 1996     MONUMENTED       SDDT
 AE9803  HISTORY     - 19970508 GOOD             NGS
 AE9803
 AE9803                          STATION DESCRIPTION
 AE9803
 AE9803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9803'5.3 KM (3.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9803'MAIN STREET IN FREDERICK, 660.0 M (2165.3 FT) SOUTH OF MILEPOST 219,
 AE9803'30.8 M (101.0 FT) EAST OF THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT)
 AE9803'NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 AE9803'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 AE9803'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9802 ***********************************************************************
 AE9802  DESIGNATION -  281 219.49
 AE9802  PID         -  AE9802
 AE9802  STATE/COUNTY-  SD/BROWN
 AE9802  COUNTRY     -  US
 AE9802  USGS QUAD   -  FREDERICK (2017)
 AE9802
 AE9802                         *CURRENT SURVEY CONTROL
 AE9802  ______________________________________________________________________
 AE9802* NAD 83(1986) POSITION- 45 47 46.     (N) 098 31 03.     (W)   SCALED
 AE9802* NAVD 88 ORTHO HEIGHT -   424.397 (meters)     1392.38  (feet) ADJUSTED
 AE9802  ______________________________________________________________________
 AE9802  GEOID HEIGHT    -        -24.386 (meters)                     GEOID18
 AE9802  DYNAMIC HEIGHT  -        424.378 (meters)     1392.31  (feet) COMP
 AE9802  MODELED GRAVITY -    980,558.6   (mgal)                       NAVD 88
 AE9802
 AE9802  VERT ORDER      -  FIRST     CLASS II
 AE9802
 AE9802.The horizontal coordinates were scaled from a map and have
 AE9802.an estimated accuracy of +/- 6 seconds.
 AE9802
 AE9802.The orthometric height was determined by differential leveling and
 AE9802.adjusted by the NATIONAL GEODETIC SURVEY
 AE9802.in July 1998.
 AE9802
 AE9802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9802.GEOID18 height accuracy estimate available here.
 AE9802
 AE9802.Click photographs - Photos may exist for this station.
 AE9802
 AE9802.The dynamic height is computed by dividing the NAVD 88
 AE9802.geopotential number by the normal gravity value computed on the
 AE9802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9802.degrees latitude (g = 980.6199 gals.).
 AE9802
 AE9802.The modeled gravity was interpolated from observed gravity values.
 AE9802
 AE9802;                    North         East    Units  Estimated Accuracy
 AE9802;SPC SD N     -   219,170.      715,260.      MT  (+/- 180 meters Scaled)
 AE9802
 AE9802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR374715(NAD 83)
 AE9802
 AE9802                          SUPERSEDED SURVEY CONTROL
 AE9802
 AE9802.No superseded survey control is available for this station.
 AE9802
 AE9802_MARKER: DD = SURVEY DISK
 AE9802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9802_STAMPING: 281-219.49 1996
 AE9802_MARK LOGO: SDDT
 AE9802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9802+STABILITY: SURFACE MOTION
 AE9802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9802+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9802
 AE9802  HISTORY     - Date     Condition        Report By
 AE9802  HISTORY     - 1996     MONUMENTED       SDDT
 AE9802  HISTORY     - 19970508 GOOD             NGS
 AE9802
 AE9802                          STATION DESCRIPTION
 AE9802
 AE9802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9802'3.9 KM (2.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9802'MAIN STREET IN FREDERICK, 777.0 M (2549.2 FT) NORTH OF MILEPOST 219,
 AE9802'29.9 M (98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 4.1 M (13.5 FT) NORTH
 AE9802'OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE9802'THE HIGHWAY, 0.8 M (2.6 FT) WEST OF A FENCE CORNER, 0.3 M (1.0 FT)
 AE9802'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE9802'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9801 ***********************************************************************
 AE9801  DESIGNATION -  281 220.45
 AE9801  PID         -  AE9801
 AE9801  STATE/COUNTY-  SD/BROWN
 AE9801  COUNTRY     -  US
 AE9801  USGS QUAD   -  FREDERICK (2017)
 AE9801
 AE9801                         *CURRENT SURVEY CONTROL
 AE9801  ______________________________________________________________________
 AE9801* NAD 83(1986) POSITION- 45 48 38.     (N) 098 31 02.     (W)   SCALED
 AE9801* NAVD 88 ORTHO HEIGHT -   417.389 (meters)     1369.38  (feet) ADJUSTED
 AE9801  ______________________________________________________________________
 AE9801  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 AE9801  DYNAMIC HEIGHT  -        417.370 (meters)     1369.32  (feet) COMP
 AE9801  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 AE9801
 AE9801  VERT ORDER      -  FIRST     CLASS II
 AE9801
 AE9801.The horizontal coordinates were scaled from a map and have
 AE9801.an estimated accuracy of +/- 6 seconds.
 AE9801
 AE9801.The orthometric height was determined by differential leveling and
 AE9801.adjusted by the NATIONAL GEODETIC SURVEY
 AE9801.in July 1998.
 AE9801
 AE9801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9801.GEOID18 height accuracy estimate available here.
 AE9801
 AE9801.Click photographs - Photos may exist for this station.
 AE9801
 AE9801.The dynamic height is computed by dividing the NAVD 88
 AE9801.geopotential number by the normal gravity value computed on the
 AE9801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9801.degrees latitude (g = 980.6199 gals.).
 AE9801
 AE9801.The modeled gravity was interpolated from observed gravity values.
 AE9801
 AE9801;                    North         East    Units  Estimated Accuracy
 AE9801;SPC SD N     -   220,780.      715,250.      MT  (+/- 180 meters Scaled)
 AE9801
 AE9801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR375731(NAD 83)
 AE9801
 AE9801                          SUPERSEDED SURVEY CONTROL
 AE9801
 AE9801.No superseded survey control is available for this station.
 AE9801
 AE9801_MARKER: DD = SURVEY DISK
 AE9801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9801_STAMPING: 281-220.45 1996
 AE9801_MARK LOGO: SDDT
 AE9801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9801+STABILITY: SURFACE MOTION
 AE9801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9801+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9801
 AE9801  HISTORY     - Date     Condition        Report By
 AE9801  HISTORY     - 1996     MONUMENTED       SDDT
 AE9801  HISTORY     - 19970508 GOOD             NGS
 AE9801
 AE9801                          STATION DESCRIPTION
 AE9801
 AE9801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9801'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9801'MAIN STREET IN FREDERICK, 729.0 M (2391.7 FT) NORTH OF MILEPOST 220,
 AE9801'30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 3.6 M (11.8 FT) SOUTH
 AE9801'OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AE9801'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AE9801'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7883 ***********************************************************************
 AC7883  CBN         -  This is a Cooperative Base Network Control Station.
 AC7883  DESIGNATION -  281 221.44
 AC7883  PID         -  AC7883
 AC7883  STATE/COUNTY-  SD/BROWN
 AC7883  COUNTRY     -  US
 AC7883  USGS QUAD   -  FREDERICK (2017)
 AC7883
 AC7883                         *CURRENT SURVEY CONTROL
 AC7883  ______________________________________________________________________
 AC7883* NAD 83(2011) POSITION- 45 49 28.63647(N) 098 31 01.56056(W)   ADJUSTED
 AC7883* NAD 83(2011) ELLIP HT-   401.461 (meters)        (06/27/12)   ADJUSTED
 AC7883* NAD 83(2011) EPOCH   -  2010.00
 AC7883* NAVD 88 ORTHO HEIGHT -   425.852 (meters)     1397.15  (feet) ADJUSTED
 AC7883  ______________________________________________________________________
 AC7883  GEOID HEIGHT    -        -24.407 (meters)                     GEOID18
 AC7883  NAD 83(2011) X  -   -659,450.663 (meters)                     COMP
 AC7883  NAD 83(2011) Y  - -4,403,496.811 (meters)                     COMP
 AC7883  NAD 83(2011) Z  -  4,551,972.863 (meters)                     COMP
 AC7883  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 AC7883  DYNAMIC HEIGHT  -        425.833 (meters)     1397.09  (feet) COMP
 AC7883  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 AC7883
 AC7883  VERT ORDER      -  FIRST     CLASS II
 AC7883
 AC7883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7883  Standards:
 AC7883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7883  -------------------------------------------------------------------
 AC7883  NETWORK    0.93   2.61           0.42   0.33   1.33     -0.09046781
 AC7883  -------------------------------------------------------------------
 AC7883  Click here for local accuracies and other accuracy information.
 AC7883
 AC7883.The horizontal coordinates were established by GPS observations
 AC7883.and adjusted by the National Geodetic Survey in June 2012.
 AC7883
 AC7883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7883.been affixed to the stable North American tectonic plate. See 
 AC7883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7883
 AC7883.The horizontal coordinates are valid at the epoch date displayed above
 AC7883.which is a decimal equivalence of Year/Month/Day.
 AC7883
 AC7883.The orthometric height was determined by differential leveling and
 AC7883.adjusted by the NATIONAL GEODETIC SURVEY
 AC7883.in July 1998.
 AC7883
 AC7883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7883.GEOID18 height accuracy estimate available here.
 AC7883
 AC7883.Click photographs - Photos may exist for this station.
 AC7883
 AC7883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7883
 AC7883.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7883
 AC7883.The ellipsoidal height was determined by GPS observations
 AC7883.and is referenced to NAD 83.
 AC7883
 AC7883.The dynamic height is computed by dividing the NAVD 88
 AC7883.geopotential number by the normal gravity value computed on the
 AC7883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7883.degrees latitude (g = 980.6199 gals.).
 AC7883
 AC7883.The modeled gravity was interpolated from observed gravity values.
 AC7883
 AC7883. The following values were computed from the NAD 83(2011) position.
 AC7883
 AC7883;                    North         East     Units Scale Factor Converg.
 AC7883;SPC SD N     -   222,343.331   715,229.747   MT  1.00003034   +1 02 58.2
 AC7883;SPC SD N     -   729,471.41  2,346,549.59   sFT  1.00003034   +1 02 58.2
 AC7883;UTM  14      - 5,074,675.381   537,510.001   MT  0.99961730   +0 20 46.8
 AC7883
 AC7883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7883!SPC SD N     -   0.99993707  x   1.00003034  =   0.99996740
 AC7883!UTM  14      -   0.99993707  x   0.99961730  =   0.99955439
 AC7883
 AC7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3751074675(NAD 83)
 AC7883
 AC7883                          SUPERSEDED SURVEY CONTROL
 AC7883
 AC7883  NAD 83(2007)-  45 49 28.63645(N)    098 31 01.56140(W) AD(2002.00) 0
 AC7883  ELLIP H (02/10/07)  401.490  (m)                       GP(2002.00)    
 AC7883  ELLIP H (04/15/04)  401.507  (m)                       GP(       ) 2 1
 AC7883  NAD 83(1996)-  45 49 28.63589(N)    098 31 01.56087(W) AD(       ) B
 AC7883  ELLIP H (04/18/97)  401.535  (m)                       GP(       ) 4 1
 AC7883  NAVD 88 (04/18/97)  425.8    (m)  GEOID96  model used  GPS OBS        
 AC7883
 AC7883.Superseded values are not recommended for survey control.
 AC7883
 AC7883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7883.See file dsdata.pdf to determine how the superseded data were derived.
 AC7883
 AC7883_MARKER: Z = SEE DESCRIPTION
 AC7883_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7883_STAMPING: 281-221.44 1995
 AC7883_MARK LOGO: NGS
 AC7883_PROJECTION: FLUSH
 AC7883_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7883+STABILITY: POSITION/ELEVATION WELL
 AC7883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7883+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AC7883_ROD/PIPE-DEPTH: 6.4 meters
 AC7883_SLEEVE-DEPTH  : 1.8 meters
 AC7883
 AC7883  HISTORY     - Date     Condition        Report By
 AC7883  HISTORY     - 1994     MONUMENTED       SDDT
 AC7883  HISTORY     - 19960701 GOOD             NGS
 AC7883  HISTORY     - 19970508 GOOD             NGS
 AC7883
 AC7883                          STATION DESCRIPTION
 AC7883
 AC7883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7883'THE STATION IS LOCATED 0.5 MI (0.8 KM) SOUTH OF FREDERICK, ON U.S.
 AC7883'HIGHWAY 281.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7883'STATION FROM THE POST OFFICE IN FREDERICK, GO WEST ON COUNTY ROAD 10
 AC7883'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF U.S. HIGHWAY 281, TURN LEFT AND
 AC7883'GO SOUTH ON U.S. HIGHWAY 281 FOR 0.5 MILE (0.8 KM) TO THE STATION ON
 AC7883'THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7883'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7883'STEEL PIPE.  LOCATED 17.0 FT (5.2 M) EAST OF THE CENTER OF THE
 AC7883'HIGHWAY, 17.0 FT (5.2 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.5
 AC7883'FT (0.8 M) WEST OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) EAST
 AC7883'FROM A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7883'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7883
 AC7883                          STATION RECOVERY (1997)
 AC7883
 AC7883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7883'0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AC7883'MAIN STREET IN FREDERICK, 679.0 M (2227.7 FT) NORTH OF MILEPOST 221,
 AC7883'29.6 M (97.1 FT) EAST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) SOUTH
 AC7883'OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) WEST OF A FENCE, 0.8
 AC7883'M (2.6 FT) WEST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AC7883'THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST.  NOTE--THE
 AC7883'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AC7883'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE
 AC7883'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AC7883'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9800 ***********************************************************************
 AE9800  DESIGNATION -  281 222.42
 AE9800  PID         -  AE9800
 AE9800  STATE/COUNTY-  SD/BROWN
 AE9800  COUNTRY     -  US
 AE9800  USGS QUAD   -  FREDERICK (2017)
 AE9800
 AE9800                         *CURRENT SURVEY CONTROL
 AE9800  ______________________________________________________________________
 AE9800* NAD 83(1986) POSITION- 45 50 18.     (N) 098 31 02.     (W)   SCALED
 AE9800* NAVD 88 ORTHO HEIGHT -   426.078 (meters)     1397.89  (feet) ADJUSTED
 AE9800  ______________________________________________________________________
 AE9800  GEOID HEIGHT    -        -24.414 (meters)                     GEOID18
 AE9800  DYNAMIC HEIGHT  -        426.060 (meters)     1397.83  (feet) COMP
 AE9800  MODELED GRAVITY -    980,561.1   (mgal)                       NAVD 88
 AE9800
 AE9800  VERT ORDER      -  FIRST     CLASS II
 AE9800
 AE9800.The horizontal coordinates were scaled from a map and have
 AE9800.an estimated accuracy of +/- 6 seconds.
 AE9800
 AE9800.The orthometric height was determined by differential leveling and
 AE9800.adjusted by the NATIONAL GEODETIC SURVEY
 AE9800.in July 1998.
 AE9800
 AE9800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9800.GEOID18 height accuracy estimate available here.
 AE9800
 AE9800.Click photographs - Photos may exist for this station.
 AE9800
 AE9800.The dynamic height is computed by dividing the NAVD 88
 AE9800.geopotential number by the normal gravity value computed on the
 AE9800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9800.degrees latitude (g = 980.6199 gals.).
 AE9800
 AE9800.The modeled gravity was interpolated from observed gravity values.
 AE9800
 AE9800;                    North         East    Units  Estimated Accuracy
 AE9800;SPC SD N     -   223,870.      715,190.      MT  (+/- 180 meters Scaled)
 AE9800
 AE9800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR374761(NAD 83)
 AE9800
 AE9800                          SUPERSEDED SURVEY CONTROL
 AE9800
 AE9800.No superseded survey control is available for this station.
 AE9800
 AE9800_MARKER: DD = SURVEY DISK
 AE9800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9800_STAMPING: 281-222.42 1996
 AE9800_MARK LOGO: SDDT
 AE9800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9800+STABILITY: SURFACE MOTION
 AE9800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9800+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9800
 AE9800  HISTORY     - Date     Condition        Report By
 AE9800  HISTORY     - 1996     MONUMENTED       SDDT
 AE9800  HISTORY     - 19970508 GOOD             NGS
 AE9800
 AE9800                          STATION DESCRIPTION
 AE9800
 AE9800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9800'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9800'MAIN STREET IN FREDERICK, 606.0 M (1988.2 FT) NORTH OF MILEPOST 222,
 AE9800'30.0 M (98.4 FT) EAST OF THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT) SOUTH
 AE9800'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9800'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 AE9800'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9799 ***********************************************************************
 AE9799  DESIGNATION -  281 223.45
 AE9799  PID         -  AE9799
 AE9799  STATE/COUNTY-  SD/BROWN
 AE9799  COUNTRY     -  US
 AE9799  USGS QUAD   -  FREDERICK (2017)
 AE9799
 AE9799                         *CURRENT SURVEY CONTROL
 AE9799  ______________________________________________________________________
 AE9799* NAD 83(1986) POSITION- 45 51 13.     (N) 098 31 04.     (W)   SCALED
 AE9799* NAVD 88 ORTHO HEIGHT -   425.049 (meters)     1394.51  (feet) ADJUSTED
 AE9799  ______________________________________________________________________
 AE9799  GEOID HEIGHT    -        -24.422 (meters)                     GEOID18
 AE9799  DYNAMIC HEIGHT  -        425.032 (meters)     1394.46  (feet) COMP
 AE9799  MODELED GRAVITY -    980,562.1   (mgal)                       NAVD 88
 AE9799
 AE9799  VERT ORDER      -  FIRST     CLASS II
 AE9799
 AE9799.The horizontal coordinates were scaled from a map and have
 AE9799.an estimated accuracy of +/- 6 seconds.
 AE9799
 AE9799.The orthometric height was determined by differential leveling and
 AE9799.adjusted by the NATIONAL GEODETIC SURVEY
 AE9799.in July 1998.
 AE9799
 AE9799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9799.GEOID18 height accuracy estimate available here.
 AE9799
 AE9799.Click photographs - Photos may exist for this station.
 AE9799
 AE9799.The dynamic height is computed by dividing the NAVD 88
 AE9799.geopotential number by the normal gravity value computed on the
 AE9799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9799.degrees latitude (g = 980.6199 gals.).
 AE9799
 AE9799.The modeled gravity was interpolated from observed gravity values.
 AE9799
 AE9799;                    North         East    Units  Estimated Accuracy
 AE9799;SPC SD N     -   225,560.      715,120.      MT  (+/- 180 meters Scaled)
 AE9799
 AE9799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR374778(NAD 83)
 AE9799
 AE9799                          SUPERSEDED SURVEY CONTROL
 AE9799
 AE9799.No superseded survey control is available for this station.
 AE9799
 AE9799_MARKER: DD = SURVEY DISK
 AE9799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9799_STAMPING: 281-223.45 1996
 AE9799_MARK LOGO: SDDT
 AE9799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9799+STABILITY: SURFACE MOTION
 AE9799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9799+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9799
 AE9799  HISTORY     - Date     Condition        Report By
 AE9799  HISTORY     - 1996     MONUMENTED       SDDT
 AE9799  HISTORY     - 19970508 GOOD             NGS
 AE9799
 AE9799                          STATION DESCRIPTION
 AE9799
 AE9799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9799'2.4 KM (1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9799'MAIN STREET IN FREDERICK, 718.0 M (2355.6 FT) NORTH OF MILEPOST 223,
 AE9799'30.5 M (100.1 FT) EAST OF THE HIGHWAY CENTERLINE, 5.7 M (18.7 FT)
 AE9799'NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.2 M (3.9 FT) BELOW THE
 AE9799'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 AE9799'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9798 ***********************************************************************
 AE9798  DESIGNATION -  281 224.40
 AE9798  PID         -  AE9798
 AE9798  STATE/COUNTY-  SD/BROWN
 AE9798  COUNTRY     -  US
 AE9798  USGS QUAD   -  FREDERICK (2017)
 AE9798
 AE9798                         *CURRENT SURVEY CONTROL
 AE9798  ______________________________________________________________________
 AE9798* NAD 83(1986) POSITION- 45 52 01.     (N) 098 31 04.     (W)   SCALED
 AE9798* NAVD 88 ORTHO HEIGHT -   424.828 (meters)     1393.79  (feet) ADJUSTED
 AE9798  ______________________________________________________________________
 AE9798  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 AE9798  DYNAMIC HEIGHT  -        424.811 (meters)     1393.73  (feet) COMP
 AE9798  MODELED GRAVITY -    980,563.0   (mgal)                       NAVD 88
 AE9798
 AE9798  VERT ORDER      -  FIRST     CLASS II
 AE9798
 AE9798.The horizontal coordinates were scaled from a map and have
 AE9798.an estimated accuracy of +/- 6 seconds.
 AE9798
 AE9798.The orthometric height was determined by differential leveling and
 AE9798.adjusted by the NATIONAL GEODETIC SURVEY
 AE9798.in July 1998.
 AE9798
 AE9798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9798.GEOID18 height accuracy estimate available here.
 AE9798
 AE9798.Click photographs - Photos may exist for this station.
 AE9798
 AE9798.The dynamic height is computed by dividing the NAVD 88
 AE9798.geopotential number by the normal gravity value computed on the
 AE9798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9798.degrees latitude (g = 980.6199 gals.).
 AE9798
 AE9798.The modeled gravity was interpolated from observed gravity values.
 AE9798
 AE9798;                    North         East    Units  Estimated Accuracy
 AE9798;SPC SD N     -   227,050.      715,090.      MT  (+/- 180 meters Scaled)
 AE9798
 AE9798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR374793(NAD 83)
 AE9798
 AE9798                          SUPERSEDED SURVEY CONTROL
 AE9798
 AE9798.No superseded survey control is available for this station.
 AE9798
 AE9798_MARKER: DD = SURVEY DISK
 AE9798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9798_STAMPING: 281-224.40 1996
 AE9798_MARK LOGO: SDDT
 AE9798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9798+STABILITY: SURFACE MOTION
 AE9798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9798+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9798
 AE9798  HISTORY     - Date     Condition        Report By
 AE9798  HISTORY     - 1996     MONUMENTED       SDDT
 AE9798  HISTORY     - 19970508 GOOD             NGS
 AE9798
 AE9798                          STATION DESCRIPTION
 AE9798
 AE9798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9798'3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9798'MAIN STREET IN FREDERICK, 624.0 M (2047.2 FT) NORTH OF MILEPOST 224,
 AE9798'32.6 M (107.0 FT) EAST OF THE SOUTHEAST CORNER OF A BARN, 25.0 M (82.0
 AE9798'FT) WEST OF THE HIGHWAY CENTERLINE, 4.1 M (13.5 FT) NORTH OF THE
 AE9798'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9798'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AE9798'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9797 ***********************************************************************
 AE9797  DESIGNATION -  281 225.48
 AE9797  PID         -  AE9797
 AE9797  STATE/COUNTY-  SD/BROWN
 AE9797  COUNTRY     -  US
 AE9797  USGS QUAD   -  ELLENDALE SOUTH (2018)
 AE9797
 AE9797                         *CURRENT SURVEY CONTROL
 AE9797  ______________________________________________________________________
 AE9797* NAD 83(1986) POSITION- 45 52 58.     (N) 098 31 11.     (W)   SCALED
 AE9797* NAVD 88 ORTHO HEIGHT -   428.079 (meters)     1404.46  (feet) ADJUSTED
 AE9797  ______________________________________________________________________
 AE9797  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 AE9797  DYNAMIC HEIGHT  -        428.063 (meters)     1404.40  (feet) COMP
 AE9797  MODELED GRAVITY -    980,564.1   (mgal)                       NAVD 88
 AE9797
 AE9797  VERT ORDER      -  FIRST     CLASS II
 AE9797
 AE9797.The horizontal coordinates were scaled from a map and have
 AE9797.an estimated accuracy of +/- 6 seconds.
 AE9797
 AE9797.The orthometric height was determined by differential leveling and
 AE9797.adjusted by the NATIONAL GEODETIC SURVEY
 AE9797.in July 1998.
 AE9797
 AE9797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9797.GEOID18 height accuracy estimate available here.
 AE9797
 AE9797.Click photographs - Photos may exist for this station.
 AE9797
 AE9797.The dynamic height is computed by dividing the NAVD 88
 AE9797.geopotential number by the normal gravity value computed on the
 AE9797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9797.degrees latitude (g = 980.6199 gals.).
 AE9797
 AE9797.The modeled gravity was interpolated from observed gravity values.
 AE9797
 AE9797;                    North         East    Units  Estimated Accuracy
 AE9797;SPC SD N     -   228,800.      714,910.      MT  (+/- 180 meters Scaled)
 AE9797
 AE9797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR372811(NAD 83)
 AE9797
 AE9797                          SUPERSEDED SURVEY CONTROL
 AE9797
 AE9797.No superseded survey control is available for this station.
 AE9797
 AE9797_MARKER: DD = SURVEY DISK
 AE9797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9797_STAMPING: 281-225.48 1996
 AE9797_MARK LOGO: SDDT
 AE9797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9797+STABILITY: SURFACE MOTION
 AE9797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9797+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9797
 AE9797  HISTORY     - Date     Condition        Report By
 AE9797  HISTORY     - 1996     MONUMENTED       SDDT
 AE9797  HISTORY     - 19970508 GOOD             NGS
 AE9797
 AE9797                          STATION DESCRIPTION
 AE9797
 AE9797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9797'5.6 KM (3.45 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9797'MAIN STREET IN FREDERICK, 762.0 M (2500.0 FT) NORTH OF MILEPOST 225,
 AE9797'22.1 M (72.5 FT) EAST OF THE HIGHWAY CENTERLINE, 15.3 M (50.2 FT)
 AE9797'NORTH OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AE9797'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AE9797'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9796 ***********************************************************************
 AE9796  DESIGNATION -  281 226.58
 AE9796  PID         -  AE9796
 AE9796  STATE/COUNTY-  SD/BROWN
 AE9796  COUNTRY     -  US
 AE9796  USGS QUAD   -  ELLENDALE SOUTH (2018)
 AE9796
 AE9796                         *CURRENT SURVEY CONTROL
 AE9796  ______________________________________________________________________
 AE9796* NAD 83(1986) POSITION- 45 53 51.     (N) 098 31 17.     (W)   SCALED
 AE9796* NAVD 88 ORTHO HEIGHT -   431.017 (meters)     1414.09  (feet) ADJUSTED
 AE9796  ______________________________________________________________________
 AE9796  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 AE9796  DYNAMIC HEIGHT  -        431.001 (meters)     1414.04  (feet) COMP
 AE9796  MODELED GRAVITY -    980,565.2   (mgal)                       NAVD 88
 AE9796
 AE9796  VERT ORDER      -  FIRST     CLASS II
 AE9796
 AE9796.The horizontal coordinates were scaled from a map and have
 AE9796.an estimated accuracy of +/- 6 seconds.
 AE9796
 AE9796.The orthometric height was determined by differential leveling and
 AE9796.adjusted by the NATIONAL GEODETIC SURVEY
 AE9796.in July 1998.
 AE9796
 AE9796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9796.GEOID18 height accuracy estimate available here.
 AE9796
 AE9796.Click photographs - Photos may exist for this station.
 AE9796
 AE9796.The dynamic height is computed by dividing the NAVD 88
 AE9796.geopotential number by the normal gravity value computed on the
 AE9796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9796.degrees latitude (g = 980.6199 gals.).
 AE9796
 AE9796.The modeled gravity was interpolated from observed gravity values.
 AE9796
 AE9796;                    North         East    Units  Estimated Accuracy
 AE9796;SPC SD N     -   230,440.      714,750.      MT  (+/- 180 meters Scaled)
 AE9796
 AE9796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR371827(NAD 83)
 AE9796
 AE9796                          SUPERSEDED SURVEY CONTROL
 AE9796
 AE9796.No superseded survey control is available for this station.
 AE9796
 AE9796_MARKER: Z = SEE DESCRIPTION
 AE9796_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE9796_STAMPING: 281-226.58 1996
 AE9796_MARK LOGO: NGS
 AE9796_PROJECTION: FLUSH
 AE9796_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE9796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9796+STABILITY: POSITION/ELEVATION WELL
 AE9796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9796+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9796_ROD/PIPE-DEPTH: 6.4 meters
 AE9796_SLEEVE-DEPTH  : 1.8 meters
 AE9796
 AE9796  HISTORY     - Date     Condition        Report By
 AE9796  HISTORY     - 1996     MONUMENTED       SDDT
 AE9796  HISTORY     - 19970508 GOOD             NGS
 AE9796
 AE9796                          STATION DESCRIPTION
 AE9796
 AE9796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9796'7.3 KM (4.55 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9796'MAIN STREET IN FREDERICK, 670.0 M (2198.2 FT) SOUTH OF MILEPOST 227,
 AE9796'22.7 M (74.5 FT) NORTH OF A UTILITY POLE, 22.5 M (73.8 FT) EAST OF AND
 AE9796'LEVEL WITH OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) SOUTH OF THE
 AE9796'SOUTHWEST CORNER OF A BARN, 6.7 M (22.0 FT) SOUTH OF THE CENTER OF A
 AE9796'DRIVEWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND 0.4 M
 AE9796'(1.3 FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AE9796'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AE9796'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AE9796'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9795 ***********************************************************************
 AE9795  DESIGNATION -  281 227.80
 AE9795  PID         -  AE9795
 AE9795  STATE/COUNTY-  SD/BROWN
 AE9795  COUNTRY     -  US
 AE9795  USGS QUAD   -  ELLENDALE SOUTH (2018)
 AE9795
 AE9795                         *CURRENT SURVEY CONTROL
 AE9795  ______________________________________________________________________
 AE9795* NAD 83(1986) POSITION- 45 55 00.     (N) 098 31 33.     (W)   SCALED
 AE9795* NAVD 88 ORTHO HEIGHT -   439.606 (meters)     1442.27  (feet) ADJUSTED
 AE9795  ______________________________________________________________________
 AE9795  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 AE9795  DYNAMIC HEIGHT  -        439.590 (meters)     1442.22  (feet) COMP
 AE9795  MODELED GRAVITY -    980,566.6   (mgal)                       NAVD 88
 AE9795
 AE9795  VERT ORDER      -  FIRST     CLASS II
 AE9795
 AE9795.The horizontal coordinates were scaled from a map and have
 AE9795.an estimated accuracy of +/- 6 seconds.
 AE9795
 AE9795.The orthometric height was determined by differential leveling and
 AE9795.adjusted by the NATIONAL GEODETIC SURVEY
 AE9795.in July 1998.
 AE9795
 AE9795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9795.GEOID18 height accuracy estimate available here.
 AE9795
 AE9795.Click photographs - Photos may exist for this station.
 AE9795
 AE9795.The dynamic height is computed by dividing the NAVD 88
 AE9795.geopotential number by the normal gravity value computed on the
 AE9795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9795.degrees latitude (g = 980.6199 gals.).
 AE9795
 AE9795.The modeled gravity was interpolated from observed gravity values.
 AE9795
 AE9795;                    North         East    Units  Estimated Accuracy
 AE9795;SPC SD N     -   232,560.      714,370.      MT  (+/- 180 meters Scaled)
 AE9795
 AE9795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR367848(NAD 83)
 AE9795
 AE9795                          SUPERSEDED SURVEY CONTROL
 AE9795
 AE9795.No superseded survey control is available for this station.
 AE9795
 AE9795_MARKER: DD = SURVEY DISK
 AE9795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9795_STAMPING: 281-227.80 1996
 AE9795_MARK LOGO: SDDT
 AE9795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9795+STABILITY: SURFACE MOTION
 AE9795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9795+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9795
 AE9795  HISTORY     - Date     Condition        Report By
 AE9795  HISTORY     - 1996     MONUMENTED       SDDT
 AE9795  HISTORY     - 19970508 GOOD             NGS
 AE9795
 AE9795                          STATION DESCRIPTION
 AE9795
 AE9795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9795'9.3 KM (5.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9795'MAIN STREET IN ELLENDALE, NORTH DAKOTA, 2.3 M (7.5 FT) SOUTH OF THE
 AE9795'NORTH DAKOTA - SOUTH DAKOTA STATE LINE, 336.0 M (1102.4 FT) SOUTH OF
 AE9795'MILEPOST 228, 29.3 M (96.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.6 M
 AE9795'(21.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 2.3 M (7.5 FT)
 AE9795'NORTH OF A FENCE CORNER, 0.6 M (2.0 FT) WEST OF A FENCE, 0.5 M (1.6
 AE9795'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 AE9795'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9794 ***********************************************************************
 AE9794  DESIGNATION -  281 228.70
 AE9794  PID         -  AE9794
 AE9794  STATE/COUNTY-  SD/BROWN
 AE9794  COUNTRY     -  US
 AE9794  USGS QUAD   -  ELLENDALE SOUTH (2018)
 AE9794
 AE9794                         *CURRENT SURVEY CONTROL
 AE9794  ______________________________________________________________________
 AE9794* NAD 83(1986) POSITION- 45 55 45.     (N) 098 31 38.     (W)   SCALED
 AE9794* NAVD 88 ORTHO HEIGHT -   437.096 (meters)     1434.04  (feet) ADJUSTED
 AE9794  ______________________________________________________________________
 AE9794  GEOID HEIGHT    -        -24.433 (meters)                     GEOID18
 AE9794  DYNAMIC HEIGHT  -        437.081 (meters)     1433.99  (feet) COMP
 AE9794  MODELED GRAVITY -    980,567.6   (mgal)                       NAVD 88
 AE9794
 AE9794  VERT ORDER      -  FIRST     CLASS II
 AE9794
 AE9794.The horizontal coordinates were scaled from a map and have
 AE9794.an estimated accuracy of +/- 6 seconds.
 AE9794
 AE9794.The orthometric height was determined by differential leveling and
 AE9794.adjusted by the NATIONAL GEODETIC SURVEY
 AE9794.in July 1998.
 AE9794
 AE9794.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9794.GEOID18 height accuracy estimate available here.
 AE9794
 AE9794.Click photographs - Photos may exist for this station.
 AE9794
 AE9794.The dynamic height is computed by dividing the NAVD 88
 AE9794.geopotential number by the normal gravity value computed on the
 AE9794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9794.degrees latitude (g = 980.6199 gals.).
 AE9794
 AE9794.The modeled gravity was interpolated from observed gravity values.
 AE9794
 AE9794;                    North         East    Units  Estimated Accuracy
 AE9794;SPC SD N     -   233,950.      714,230.      MT  (+/- 180 meters Scaled)
 AE9794
 AE9794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR366862(NAD 83)
 AE9794
 AE9794                          SUPERSEDED SURVEY CONTROL
 AE9794
 AE9794.No superseded survey control is available for this station.
 AE9794
 AE9794_MARKER: DD = SURVEY DISK
 AE9794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9794_STAMPING: 281-228.70 1996
 AE9794_MARK LOGO: SDDT
 AE9794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9794+STABILITY: SURFACE MOTION
 AE9794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9794+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AE9794
 AE9794  HISTORY     - Date     Condition        Report By
 AE9794  HISTORY     - 1996     MONUMENTED       SDDT
 AE9794  HISTORY     - 19970508 GOOD             NGS
 AE9794
 AE9794                          STATION DESCRIPTION
 AE9794
 AE9794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9794'7.9 KM (4.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9794'MAIN STREET IN ELLENDALE, NORTH DAKOTA, 0.9 KM (0.55 MI) SOUTH OF THE
 AE9794'NORTH DAKOTA - SOUTH DAKOTA STATE LINE, 477.0 M (1565.0 FT) SOUTH OF
 AE9794'MILEPOST 229, 29.3 M (96.1 FT) EAST OF THE HIGHWAY CENTERLINE, 0.8 M
 AE9794'(2.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE9794'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, NEAR THE CENTER OF A
 AE9794'DITCH BLOCK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0407 ***********************************************************************
 OR0407  DESIGNATION -  282/2
 OR0407  PID         -  OR0407
 OR0407  STATE/COUNTY-  SD/BRULE
 OR0407  COUNTRY     -  US
 OR0407  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0407
 OR0407                         *CURRENT SURVEY CONTROL
 OR0407  ______________________________________________________________________
 OR0407* NAD 83(1986) POSITION- 43 48 23.     (N) 099 19 50.     (W)   SCALED
 OR0407* NAVD 88 ORTHO HEIGHT -   443.502 (meters)     1455.06  (feet) ADJUSTED
 OR0407  ______________________________________________________________________
 OR0407  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 OR0407  DYNAMIC HEIGHT  -        443.385 (meters)     1454.67  (feet) COMP
 OR0407  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 OR0407
 OR0407  VERT ORDER      -  FIRST     CLASS II
 OR0407
 OR0407.The horizontal coordinates were scaled from a map and have
 OR0407.an estimated accuracy of +/- 6 seconds.
 OR0407
 OR0407.The orthometric height was determined by differential leveling and
 OR0407.adjusted by the NATIONAL GEODETIC SURVEY
 OR0407.in June 1991.
 OR0407
 OR0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0407.GEOID18 height accuracy estimate available here.
 OR0407
 OR0407.Click photographs - Photos may exist for this station.
 OR0407
 OR0407.The dynamic height is computed by dividing the NAVD 88
 OR0407.geopotential number by the normal gravity value computed on the
 OR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0407.degrees latitude (g = 980.6199 gals.).
 OR0407
 OR0407.The modeled gravity was interpolated from observed gravity values.
 OR0407
 OR0407;                    North         East    Units  Estimated Accuracy
 OR0407;SPC SD S     -   164,130.      680,680.      MT  (+/- 180 meters Scaled)
 OR0407
 OR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP734504(NAD 83)
 OR0407
 OR0407                          SUPERSEDED SURVEY CONTROL
 OR0407
 OR0407  NGVD 29 (??/??/92)  443.161  (m)         1453.94   (f) ADJ UNCH    1 2
 OR0407
 OR0407.Superseded values are not recommended for survey control.
 OR0407
 OR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0407.See file dsdata.pdf to determine how the superseded data were derived.
 OR0407
 OR0407_MARKER: H = DRILL HOLE
 OR0407_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0407_SP_SET: STONE
 OR0407_PROJECTION: RECESSED 107 CENTIMETERS
 OR0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0407
 OR0407  HISTORY     - Date     Condition        Report By
 OR0407  HISTORY     - UNK      MONUMENTED       MORC
 OR0407  HISTORY     - 1946     GOOD             CGS
 OR0407  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0407  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0407
 OR0407                          STATION DESCRIPTION
 OR0407
 OR0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0407'AT CHAMBERLAIN.
 OR0407'AT CHAMBERLAIN, BRULE COUNTY, AT THE HIGH SCHOOL, 26 FEET WEST
 OR0407'AND 22 FEET NORTH OF THE SOUTHWEST CORNER OF THE ORIGINAL PART
 OR0407'OF THE BUILDING.  A 1/2-INCH HOLE IN THE TOP OF A STONE BLOCK
 OR0407'ABOUT 3-1/2 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 OR0407'A 5-INCH IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD
 OR0407'CAP.
 OR0407
 OR0407                          STATION RECOVERY (1974)
 OR0407
 OR0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0407'MARK NOT FOUND.
 OR0407
 OR0407                          STATION RECOVERY (2012)
 OR0407
 OR0407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1350 ***********************************************************************
 PU1350  DESIGNATION -  2821
 PU1350  PID         -  PU1350
 PU1350  STATE/COUNTY-  SD/BUTTE
 PU1350  COUNTRY     -  US
 PU1350  USGS QUAD   -  NISLAND (2017)
 PU1350
 PU1350                         *CURRENT SURVEY CONTROL
 PU1350  ______________________________________________________________________
 PU1350* NAD 83(1986) POSITION- 44 40 58.     (N) 103 30 27.     (W)   SCALED
 PU1350* NAVD 88 ORTHO HEIGHT -   860.497 (meters)     2823.15  (feet) ADJUSTED
 PU1350  ______________________________________________________________________
 PU1350  GEOID HEIGHT    -        -16.141 (meters)                     GEOID18
 PU1350  DYNAMIC HEIGHT  -        860.273 (meters)     2822.41  (feet) COMP
 PU1350  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 PU1350
 PU1350  VERT ORDER      -  SECOND    CLASS 0
 PU1350
 PU1350.The horizontal coordinates were scaled from a map and have
 PU1350.an estimated accuracy of +/- 6 seconds.
 PU1350
 PU1350.The orthometric height was determined by differential leveling and
 PU1350.adjusted by the NATIONAL GEODETIC SURVEY
 PU1350.in June 1991.
 PU1350
 PU1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1350.GEOID18 height accuracy estimate available here.
 PU1350
 PU1350.Click photographs - Photos may exist for this station.
 PU1350
 PU1350.The dynamic height is computed by dividing the NAVD 88
 PU1350.geopotential number by the normal gravity value computed on the
 PU1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1350.degrees latitude (g = 980.6199 gals.).
 PU1350
 PU1350.The modeled gravity was interpolated from observed gravity values.
 PU1350
 PU1350;                    North         East    Units  Estimated Accuracy
 PU1350;SPC SD N     -   100,420.      322,020.      MT  (+/- 180 meters Scaled)
 PU1350
 PU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK182487(NAD 83)
 PU1350
 PU1350                          SUPERSEDED SURVEY CONTROL
 PU1350
 PU1350  NGVD 29 (??/??/92)  860.012  (m)         2821.56   (f) ADJ UNCH    2 0
 PU1350
 PU1350.Superseded values are not recommended for survey control.
 PU1350
 PU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1350.See file dsdata.pdf to determine how the superseded data were derived.
 PU1350
 PU1350_MARKER: P = PIPE CAP
 PU1350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1350_STAMPING: 2821 DW 1903
 PU1350_MARK LOGO: USGS
 PU1350_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1350
 PU1350  HISTORY     - Date     Condition        Report By
 PU1350  HISTORY     - 1903     MONUMENTED       USGS
 PU1350  HISTORY     - 1962     GOOD             CGS
 PU1350
 PU1350                          STATION DESCRIPTION
 PU1350
 PU1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1350'3 MI NE FROM NISLAND.
 PU1350'2.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1350'FROM THE STATION AT NISLAND, THENCE 0.4 MILE SOUTH ALONG A
 PU1350'GRADED ROAD, AT THE JUNCTION WITH A PRIVATE ROAD WEST AND AT
 PU1350'A CURVE IN THE GRADED ROAD, 19 FEET EAST OF THE CENTERLINE OF
 PU1350'THE JUNCTION, 46.5 FEET NORTH OF POWER POLE NO. 10, 0.5
 PU1350'OF A FOOT WEST OF A FENCE LINE, 1.2 FEET SOUTH OF A WITNESS
 PU1350'POST, A PIPE AND CAP WHICH PROJECTS ABOUT 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0062 ***********************************************************************
 OT0062  DESIGNATION -  2827 49
 OT0062  PID         -  OT0062
 OT0062  STATE/COUNTY-  SD/PENNINGTON
 OT0062  COUNTRY     -  US
 OT0062  USGS QUAD   -  WALL SW (2017)
 OT0062
 OT0062                         *CURRENT SURVEY CONTROL
 OT0062  ______________________________________________________________________
 OT0062* NAD 83(1986) POSITION- 43 50 46.     (N) 102 11 30.     (W)   SCALED
 OT0062* NAVD 88 ORTHO HEIGHT -   862.262 (meters)     2828.94  (feet) ADJUSTED
 OT0062  ______________________________________________________________________
 OT0062  GEOID HEIGHT    -        -19.196 (meters)                     GEOID18
 OT0062  DYNAMIC HEIGHT  -        861.990 (meters)     2828.05  (feet) COMP
 OT0062  MODELED GRAVITY -    980,274.4   (mgal)                       NAVD 88
 OT0062
 OT0062  VERT ORDER      -  SECOND    CLASS 0
 OT0062
 OT0062.The horizontal coordinates were scaled from a map and have
 OT0062.an estimated accuracy of +/- 6 seconds.
 OT0062
 OT0062.The orthometric height was determined by differential leveling and
 OT0062.adjusted by the NATIONAL GEODETIC SURVEY
 OT0062.in June 1991.
 OT0062
 OT0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0062.GEOID18 height accuracy estimate available here.
 OT0062
 OT0062.Click photographs - Photos may exist for this station.
 OT0062
 OT0062.The dynamic height is computed by dividing the NAVD 88
 OT0062.geopotential number by the normal gravity value computed on the
 OT0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0062.degrees latitude (g = 980.6199 gals.).
 OT0062
 OT0062.The modeled gravity was interpolated from observed gravity values.
 OT0062
 OT0062;                    North         East    Units  Estimated Accuracy
 OT0062;SPC SD S     -   169,730.      450,590.      MT  (+/- 180 meters Scaled)
 OT0062
 OT0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ257586(NAD 83)
 OT0062
 OT0062                          SUPERSEDED SURVEY CONTROL
 OT0062
 OT0062  NGVD 29 (??/??/92)  861.799  (m)         2827.42   (f) ADJ UNCH    2 0
 OT0062
 OT0062.Superseded values are not recommended for survey control.
 OT0062
 OT0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0062.See file dsdata.pdf to determine how the superseded data were derived.
 OT0062
 OT0062_MARKER: DD = SURVEY DISK
 OT0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0062_SP_SET: CULVERT HEADWALL
 OT0062_STAMPING: 2827 49
 OT0062_MARK LOGO: BPR
 OT0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0062+STABILITY: SURFACE MOTION
 OT0062
 OT0062  HISTORY     - Date     Condition        Report By
 OT0062  HISTORY     - UNK      MONUMENTED       BPR
 OT0062  HISTORY     - 1962     GOOD             CGS
 OT0062
 OT0062                          STATION DESCRIPTION
 OT0062
 OT0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0062'12.8 MI SE FROM WALL.
 OT0062'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0062'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0062'THENCE 12.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, 0.15
 OT0062'MILE SOUTHEAST OF A POWER LINE CROSSING OVER THE HIGHWAY,
 OT0062'SOUTH OF AND ON THE INSIDE OF A CURVE, 27 FEET SOUTH OF THE
 OT0062'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE
 OT0062'HIGHWAY, AND SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 OT0062'HEADWALL OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0069 ***********************************************************************
 OT0069  DESIGNATION -  2828 63
 OT0069  PID         -  OT0069
 OT0069  STATE/COUNTY-  SD/PENNINGTON
 OT0069  COUNTRY     -  US
 OT0069  USGS QUAD   -  WALL SW (2017)
 OT0069
 OT0069                         *CURRENT SURVEY CONTROL
 OT0069  ______________________________________________________________________
 OT0069* NAD 83(1986) POSITION- 43 48 47.     (N) 102 09 59.     (W)   SCALED
 OT0069* NAVD 88 ORTHO HEIGHT -   862.669 (meters)     2830.27  (feet) ADJUSTED
 OT0069  ______________________________________________________________________
 OT0069  GEOID HEIGHT    -        -19.296 (meters)                     GEOID18
 OT0069  DYNAMIC HEIGHT  -        862.390 (meters)     2829.36  (feet) COMP
 OT0069  MODELED GRAVITY -    980,266.1   (mgal)                       NAVD 88
 OT0069
 OT0069  VERT ORDER      -  SECOND    CLASS 0
 OT0069
 OT0069.The horizontal coordinates were scaled from a map and have
 OT0069.an estimated accuracy of +/- 6 seconds.
 OT0069
 OT0069.The orthometric height was determined by differential leveling and
 OT0069.adjusted by the NATIONAL GEODETIC SURVEY
 OT0069.in June 1991.
 OT0069
 OT0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0069.GEOID18 height accuracy estimate available here.
 OT0069
 OT0069.Click photographs - Photos may exist for this station.
 OT0069
 OT0069.The dynamic height is computed by dividing the NAVD 88
 OT0069.geopotential number by the normal gravity value computed on the
 OT0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0069.degrees latitude (g = 980.6199 gals.).
 OT0069
 OT0069.The modeled gravity was interpolated from observed gravity values.
 OT0069
 OT0069;                    North         East    Units  Estimated Accuracy
 OT0069;SPC SD S     -   166,010.      452,540.      MT  (+/- 180 meters Scaled)
 OT0069
 OT0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ278550(NAD 83)
 OT0069
 OT0069                          SUPERSEDED SURVEY CONTROL
 OT0069
 OT0069  NGVD 29 (??/??/92)  862.204  (m)         2828.75   (f) ADJ UNCH    2 0
 OT0069
 OT0069.Superseded values are not recommended for survey control.
 OT0069
 OT0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0069.See file dsdata.pdf to determine how the superseded data were derived.
 OT0069
 OT0069_MARKER: DD = SURVEY DISK
 OT0069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0069_SP_SET: CULVERT HEADWALL
 OT0069_STAMPING: 2828 63
 OT0069_MARK LOGO: BPR
 OT0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0069+STABILITY: SURFACE MOTION
 OT0069
 OT0069  HISTORY     - Date     Condition        Report By
 OT0069  HISTORY     - UNK      MONUMENTED       BPR
 OT0069  HISTORY     - 1962     GOOD             CGS
 OT0069  HISTORY     - 1962     GOOD             CGS
 OT0069
 OT0069                          STATION DESCRIPTION
 OT0069
 OT0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0069'15.8 7I SE FROM WALL.
 OT0069'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0069'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0069'THENCE 15.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, 0.1 MILE
 OT0069'NORTHEAST OF A LONE CEDAR TREE, 0.4 MILE WEST OF A ROAD JUNCTION,
 OT0069'NORTH OF AND ON THE INSIDE OF A CURVE IN THE HIGHWAY, 25 FEET
 OT0069'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW
 OT0069'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE WEST END
 OT0069'OF THE NORTH CONCRETE HEADWALL OF A CONCRETE CULVERT.
 OT0069
 OT0069                          STATION RECOVERY (1962)
 OT0069
 OT0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0057 ***********************************************************************
 OT0057  DESIGNATION -  2885 67
 OT0057  PID         -  OT0057
 OT0057  STATE/COUNTY-  SD/PENNINGTON
 OT0057  COUNTRY     -  US
 OT0057  USGS QUAD   -  WALL SW (2017)
 OT0057
 OT0057                         *CURRENT SURVEY CONTROL
 OT0057  ______________________________________________________________________
 OT0057* NAD 83(1986) POSITION- 43 51 41.     (N) 102 13 20.     (W)   SCALED
 OT0057* NAVD 88 ORTHO HEIGHT -   880.048 (meters)     2887.29  (feet) ADJUSTED
 OT0057  ______________________________________________________________________
 OT0057  GEOID HEIGHT    -        -19.089 (meters)                     GEOID18
 OT0057  DYNAMIC HEIGHT  -        879.754 (meters)     2886.33  (feet) COMP
 OT0057  MODELED GRAVITY -    980,255.8   (mgal)                       NAVD 88
 OT0057
 OT0057  VERT ORDER      -  SECOND    CLASS 0
 OT0057
 OT0057.The horizontal coordinates were scaled from a map and have
 OT0057.an estimated accuracy of +/- 6 seconds.
 OT0057
 OT0057.The orthometric height was determined by differential leveling and
 OT0057.adjusted by the NATIONAL GEODETIC SURVEY
 OT0057.in June 1991.
 OT0057
 OT0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0057.GEOID18 height accuracy estimate available here.
 OT0057
 OT0057.Click photographs - Photos may exist for this station.
 OT0057
 OT0057.The dynamic height is computed by dividing the NAVD 88
 OT0057.geopotential number by the normal gravity value computed on the
 OT0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0057.degrees latitude (g = 980.6199 gals.).
 OT0057
 OT0057.The modeled gravity was interpolated from observed gravity values.
 OT0057
 OT0057;                    North         East    Units  Estimated Accuracy
 OT0057;SPC SD S     -   171,480.      448,170.      MT  (+/- 180 meters Scaled)
 OT0057
 OT0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ232602(NAD 83)
 OT0057
 OT0057                          SUPERSEDED SURVEY CONTROL
 OT0057
 OT0057  NGVD 29 (??/??/92)  879.570  (m)         2885.72   (f) ADJ UNCH    2 0
 OT0057
 OT0057.Superseded values are not recommended for survey control.
 OT0057
 OT0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0057.See file dsdata.pdf to determine how the superseded data were derived.
 OT0057
 OT0057_MARKER: DD = SURVEY DISK
 OT0057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0057_SP_SET: CULVERT HEADWALL
 OT0057_STAMPING: 2885 67
 OT0057_MARK LOGO: BPR
 OT0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0057+STABILITY: SURFACE MOTION
 OT0057
 OT0057  HISTORY     - Date     Condition        Report By
 OT0057  HISTORY     - UNK      MONUMENTED       BPR
 OT0057  HISTORY     - 1962     GOOD             CGS
 OT0057
 OT0057                          STATION DESCRIPTION
 OT0057
 OT0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0057'10 MI S FROM WALL.
 OT0057'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0057'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0057'THENCE 9.65 MILES SOUTH ALONG U.S. HIGHWAY 16A, 25 FEET SOUTHWEST
 OT0057'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET BELOW THE
 OT0057'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST
 OT0057'END OF THE SOUTHWEST CONCRETE HEADWALL OF A NEW CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1055 ***********************************************************************
 OS1055  DESIGNATION -  29 SJS
 OS1055  PID         -  OS1055
 OS1055  STATE/COUNTY-  SD/BENNETT
 OS1055  COUNTRY     -  US
 OS1055  USGS QUAD   -  SWETT NE (2017)
 OS1055
 OS1055                         *CURRENT SURVEY CONTROL
 OS1055  ______________________________________________________________________
 OS1055* NAD 83(1986) POSITION- 43 10 21.     (N) 101 46 14.     (W)   SCALED
 OS1055* NAVD 88 ORTHO HEIGHT -  1004.721 (meters)     3296.32  (feet) ADJUSTED
 OS1055  ______________________________________________________________________
 OS1055  GEOID HEIGHT    -        -19.618 (meters)                     GEOID18
 OS1055  DYNAMIC HEIGHT  -       1004.294 (meters)     3294.92  (feet) COMP
 OS1055  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 OS1055
 OS1055  VERT ORDER      -  FIRST     CLASS II
 OS1055
 OS1055.The horizontal coordinates were scaled from a map and have
 OS1055.an estimated accuracy of +/- 6 seconds.
 OS1055
 OS1055.The orthometric height was determined by differential leveling and
 OS1055.adjusted by the NATIONAL GEODETIC SURVEY
 OS1055.in June 1994.
 OS1055
 OS1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1055.GEOID18 height accuracy estimate available here.
 OS1055
 OS1055.Click photographs - Photos may exist for this station.
 OS1055
 OS1055.The dynamic height is computed by dividing the NAVD 88
 OS1055.geopotential number by the normal gravity value computed on the
 OS1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1055.degrees latitude (g = 980.6199 gals.).
 OS1055
 OS1055.The modeled gravity was interpolated from observed gravity values.
 OS1055
 OS1055;                    North         East    Units  Estimated Accuracy
 OS1055;SPC SD S     -    94,240.      483,150.      MT  (+/- 180 meters Scaled)
 OS1055
 OS1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN748836(NAD 83)
 OS1055
 OS1055                          SUPERSEDED SURVEY CONTROL
 OS1055
 OS1055.No superseded survey control is available for this station.
 OS1055
 OS1055_MARKER: DD = SURVEY DISK
 OS1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1055_STAMPING: 29 SJS 1975
 OS1055_MARK LOGO: USGS
 OS1055_PROJECTION: PROJECTING 5 CENTIMETERS
 OS1055_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1055+STABILITY: SURFACE MOTION
 OS1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1055+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 OS1055
 OS1055  HISTORY     - Date     Condition        Report By
 OS1055  HISTORY     - 1975     MONUMENTED       USGS
 OS1055  HISTORY     - 19930929 GOOD             NGS
 OS1055  HISTORY     - 20121203 GOOD             INDIV
 OS1055
 OS1055                          STATION DESCRIPTION
 OS1055
 OS1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1055'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1055'STATE HIGHWAY 73 IN MARTIN, 133.0 M (436.4 FT) EAST OF MILEPOST 147,
 OS1055'38.9 M (127.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.7 M (44.9 FT)
 OS1055'EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 3.8 M (12.5 FT)
 OS1055'EAST OF A FENCE CORNER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 OS1055'HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OS1055'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS1055
 OS1055                          STATION RECOVERY (2012)
 OS1055
 OS1055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0883 ***********************************************************************
 PU0883  DESIGNATION -  29 WPM
 PU0883  PID         -  PU0883
 PU0883  STATE/COUNTY-  SD/MEADE
 PU0883  COUNTRY     -  US
 PU0883  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0883
 PU0883                         *CURRENT SURVEY CONTROL
 PU0883  ______________________________________________________________________
 PU0883* NAD 83(1986) POSITION- 44 36 41.80   (N) 102 48 06.96   (W)   HD_HELD1
 PU0883* NAVD 88 ORTHO HEIGHT -   877.145 (meters)     2877.77  (feet) ADJUSTED
 PU0883  ______________________________________________________________________
 PU0883  GEOID HEIGHT    -        -17.809 (meters)                     GEOID18
 PU0883  DYNAMIC HEIGHT  -        876.915 (meters)     2877.01  (feet) COMP
 PU0883  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 PU0883
 PU0883  VERT ORDER      -  SECOND    CLASS 0
 PU0883
 PU0883.The horizontal coordinates were determined by differentially corrected
 PU0883.hand held GPS observations or other comparable positioning techniques
 PU0883.and have an estimated accuracy of +/- 3 meters.
 PU0883
 PU0883.The orthometric height was determined by differential leveling and
 PU0883.adjusted by the NATIONAL GEODETIC SURVEY
 PU0883.in June 1991.
 PU0883
 PU0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0883.GEOID18 height accuracy estimate available here.
 PU0883
 PU0883.Click photographs - Photos may exist for this station.
 PU0883
 PU0883.The dynamic height is computed by dividing the NAVD 88
 PU0883.geopotential number by the normal gravity value computed on the
 PU0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0883.degrees latitude (g = 980.6199 gals.).
 PU0883
 PU0883.The modeled gravity was interpolated from observed gravity values.
 PU0883
 PU0883;                    North         East    Units  Estimated Accuracy
 PU0883;SPC SD N     -    90,332.3     377,640.4     MT  (+/- 3 meters HH1 GPS) 
 PU0883
 PU0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7440842156(NAD 83)
 PU0883
 PU0883                          SUPERSEDED SURVEY CONTROL
 PU0883
 PU0883  NGVD 29 (??/??/92)  876.676  (m)         2876.23   (f) ADJ UNCH    2 0
 PU0883
 PU0883.Superseded values are not recommended for survey control.
 PU0883
 PU0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0883.See file dsdata.pdf to determine how the superseded data were derived.
 PU0883
 PU0883_MARKER: DD = SURVEY DISK
 PU0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0883_STAMPING: 29 WPM 1958 2877
 PU0883_MARK LOGO: USGS
 PU0883_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0883+STABILITY: SURFACE MOTION
 PU0883
 PU0883  HISTORY     - Date     Condition        Report By
 PU0883  HISTORY     - 1958     MONUMENTED       USGS
 PU0883  HISTORY     - 1962     GOOD             CGS
 PU0883
 PU0883                          STATION DESCRIPTION
 PU0883
 PU0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0883'10.4 MI S FROM FAIRPOINT.
 PU0883'10.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0883'FAIRPOINT, THENCE 0.1 MILE EAST ALONG A FENCE, ON THE TOP OF
 PU0883'A HILL, 30.8 FEET SOUTH OF R.M. 1, 28.9 FEET EAST OF R.M. 2,
 PU0883'2.7 FEET NORTH OF THE FENCE, 3.0 FEET NORTHWEST OF A WITNESS
 PU0883'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 PU0883'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0882 ***********************************************************************
 PU0882  DESIGNATION -  29 WPM RM 1
 PU0882  PID         -  PU0882
 PU0882  STATE/COUNTY-  SD/MEADE
 PU0882  COUNTRY     -  US
 PU0882  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0882
 PU0882                         *CURRENT SURVEY CONTROL
 PU0882  ______________________________________________________________________
 PU0882* NAD 83(1986) POSITION- 44 36 41.     (N) 102 48 08.     (W)   SCALED
 PU0882* NAVD 88 ORTHO HEIGHT -   876.945 (meters)     2877.11  (feet) ADJUSTED
 PU0882  ______________________________________________________________________
 PU0882  GEOID HEIGHT    -        -17.809 (meters)                     GEOID18
 PU0882  DYNAMIC HEIGHT  -        876.714 (meters)     2876.35  (feet) COMP
 PU0882  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 PU0882
 PU0882  VERT ORDER      -  SECOND    CLASS 0
 PU0882
 PU0882.The horizontal coordinates were scaled from a map and have
 PU0882.an estimated accuracy of +/- 6 seconds.
 PU0882
 PU0882.The orthometric height was determined by differential leveling and
 PU0882.adjusted by the NATIONAL GEODETIC SURVEY
 PU0882.in June 1991.
 PU0882
 PU0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0882.GEOID18 height accuracy estimate available here.
 PU0882
 PU0882.Click photographs - Photos may exist for this station.
 PU0882
 PU0882.The dynamic height is computed by dividing the NAVD 88
 PU0882.geopotential number by the normal gravity value computed on the
 PU0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0882.degrees latitude (g = 980.6199 gals.).
 PU0882
 PU0882.The modeled gravity was interpolated from observed gravity values.
 PU0882
 PU0882;                    North         East    Units  Estimated Accuracy
 PU0882;SPC SD N     -    90,310.      377,620.      MT  (+/- 180 meters Scaled)
 PU0882
 PU0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK743421(NAD 83)
 PU0882
 PU0882                          SUPERSEDED SURVEY CONTROL
 PU0882
 PU0882  NGVD 29 (??/??/92)  876.475  (m)         2875.57   (f) ADJ UNCH    2 0
 PU0882
 PU0882.Superseded values are not recommended for survey control.
 PU0882
 PU0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0882.See file dsdata.pdf to determine how the superseded data were derived.
 PU0882
 PU0882_MARKER: DR = REFERENCE MARK DISK
 PU0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0882_STAMPING: 29 WPM USGS NO 1 1962
 PU0882_MARK LOGO: CGS
 PU0882_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0882+STABILITY: SURFACE MOTION
 PU0882
 PU0882  HISTORY     - Date     Condition        Report By
 PU0882  HISTORY     - 1962     MONUMENTED       CGS
 PU0882  HISTORY     - 1962     GOOD             CGS
 PU0882
 PU0882                          STATION DESCRIPTION
 PU0882
 PU0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0882'10.4 MI S FROM FAIRPOINT.
 PU0882'10.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0882'FAIRPOINT, THENCE 0.1 MILE EAST ALONG A FENCE, ON THE TOP OF A
 PU0882'HILL, 33.5 FEET NORTH OF THE FENCE, 30.8 FEET NORTH OF THE
 PU0882'STATION, 41.7 FEET NORTHEAST OF R.M. 2, AND SET IN THE TOP OF
 PU0882'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0884 ***********************************************************************
 PU0884  DESIGNATION -  29 WPM RM 2
 PU0884  PID         -  PU0884
 PU0884  STATE/COUNTY-  SD/MEADE
 PU0884  COUNTRY     -  US
 PU0884  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0884
 PU0884                         *CURRENT SURVEY CONTROL
 PU0884  ______________________________________________________________________
 PU0884* NAD 83(1986) POSITION- 44 36 42.     (N) 102 48 07.     (W)   SCALED
 PU0884* NAVD 88 ORTHO HEIGHT -   876.921 (meters)     2877.03  (feet) ADJUSTED
 PU0884  ______________________________________________________________________
 PU0884  GEOID HEIGHT    -        -17.809 (meters)                     GEOID18
 PU0884  DYNAMIC HEIGHT  -        876.691 (meters)     2876.28  (feet) COMP
 PU0884  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 PU0884
 PU0884  VERT ORDER      -  SECOND    CLASS 0
 PU0884
 PU0884.The horizontal coordinates were scaled from a map and have
 PU0884.an estimated accuracy of +/- 6 seconds.
 PU0884
 PU0884.The orthometric height was determined by differential leveling and
 PU0884.adjusted by the NATIONAL GEODETIC SURVEY
 PU0884.in June 1991.
 PU0884
 PU0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0884.GEOID18 height accuracy estimate available here.
 PU0884
 PU0884.Click photographs - Photos may exist for this station.
 PU0884
 PU0884.The dynamic height is computed by dividing the NAVD 88
 PU0884.geopotential number by the normal gravity value computed on the
 PU0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0884.degrees latitude (g = 980.6199 gals.).
 PU0884
 PU0884.The modeled gravity was interpolated from observed gravity values.
 PU0884
 PU0884;                    North         East    Units  Estimated Accuracy
 PU0884;SPC SD N     -    90,340.      377,640.      MT  (+/- 180 meters Scaled)
 PU0884
 PU0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK744421(NAD 83)
 PU0884
 PU0884                          SUPERSEDED SURVEY CONTROL
 PU0884
 PU0884  NGVD 29 (??/??/92)  876.452  (m)         2875.49   (f) ADJ UNCH    2 0
 PU0884
 PU0884.Superseded values are not recommended for survey control.
 PU0884
 PU0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0884.See file dsdata.pdf to determine how the superseded data were derived.
 PU0884
 PU0884_MARKER: DR = REFERENCE MARK DISK
 PU0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0884_STAMPING: 29 WPM USGS NO 2 1962
 PU0884_MARK LOGO: CGS
 PU0884_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0884+STABILITY: SURFACE MOTION
 PU0884
 PU0884  HISTORY     - Date     Condition        Report By
 PU0884  HISTORY     - 1962     MONUMENTED       CGS
 PU0884  HISTORY     - 1962     GOOD             CGS
 PU0884
 PU0884                          STATION DESCRIPTION
 PU0884
 PU0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0884'10.4 MI S FROM FAIRPOINT.
 PU0884'10.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0884'FAIRPOINT, THENCE 0.1 MILE EAST ALONG A FENCE, 28.9 FEET WEST
 PU0884'OF THE STATION, 41.7 FEET SOUTHWEST OF R.M. 1, 0.6 FOOT NORTH
 PU0884'OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0884'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0239 ***********************************************************************
 PR0239  DESIGNATION -  3 1
 PR0239  PID         -  PR0239
 PR0239  STATE/COUNTY-  SD/BROOKINGS
 PR0239  COUNTRY     -  US
 PR0239  USGS QUAD   -  BRUCE (2017)
 PR0239
 PR0239                         *CURRENT SURVEY CONTROL
 PR0239  ______________________________________________________________________
 PR0239* NAD 83(1986) POSITION- 44 26 33.     (N) 096 55 37.     (W)   SCALED
 PR0239* NAVD 88 ORTHO HEIGHT -   498.829 (meters)     1636.57  (feet) ADJUSTED
 PR0239  ______________________________________________________________________
 PR0239  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 PR0239  DYNAMIC HEIGHT  -        498.748 (meters)     1636.31  (feet) COMP
 PR0239  MODELED GRAVITY -    980,438.8   (mgal)                       NAVD 88
 PR0239
 PR0239  VERT ORDER      -  SECOND    CLASS 0
 PR0239
 PR0239.The horizontal coordinates were scaled from a map and have
 PR0239.an estimated accuracy of +/- 6 seconds.
 PR0239
 PR0239.The orthometric height was determined by differential leveling and
 PR0239.adjusted by the NATIONAL GEODETIC SURVEY
 PR0239.in June 1991.
 PR0239
 PR0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0239.GEOID18 height accuracy estimate available here.
 PR0239
 PR0239.Click photographs - Photos may exist for this station.
 PR0239
 PR0239.The dynamic height is computed by dividing the NAVD 88
 PR0239.geopotential number by the normal gravity value computed on the
 PR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0239.degrees latitude (g = 980.6199 gals.).
 PR0239
 PR0239.The modeled gravity was interpolated from observed gravity values.
 PR0239
 PR0239;                    North         East    Units  Estimated Accuracy
 PR0239;SPC SD N     -    72,340.      844,580.      MT  (+/- 180 meters Scaled)
 PR0239
 PR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ649231(NAD 83)
 PR0239
 PR0239                          SUPERSEDED SURVEY CONTROL
 PR0239
 PR0239  NGVD 29 (??/??/92)  498.564  (m)         1635.71   (f) ADJ UNCH    2 0
 PR0239
 PR0239.Superseded values are not recommended for survey control.
 PR0239
 PR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0239.See file dsdata.pdf to determine how the superseded data were derived.
 PR0239
 PR0239_MARKER: R = RIVET
 PR0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PR0239_SP_SET: GUARD RAIL
 PR0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0239
 PR0239  HISTORY     - Date     Condition        Report By
 PR0239  HISTORY     - UNK      MONUMENTED       SDHD
 PR0239  HISTORY     - 1949     GOOD             CGS
 PR0239  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0239
 PR0239                          STATION DESCRIPTION
 PR0239
 PR0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0239'1.7 MI W FROM BRUCE.
 PR0239'1.7 MILES WEST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0239'BRUCE, AT A ROAD INTERSECTION, 27.0 FEET WEST OF AND 2.0
 PR0239'FEET HIGHER THAN THE CENTER LINE OF A NORTH-SOUTH ROAD, 14.0
 PR0239'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.1 FEET
 PR0239'EAST OF THE WEST END OF THE CONCRETE GUARD RAIL ON THE NORTHWEST
 PR0239'SIDE OF A 20-FOOT TWIN CHANNEL CULVERT AND SET IN THE TOP OF
 PR0239'THE CONCRETE GUARD RAIL.
 PR0239
 PR0239                          STATION RECOVERY (1968)
 PR0239
 PR0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0240 ***********************************************************************
 PR0240  DESIGNATION -  3 1 RESET
 PR0240  PID         -  PR0240
 PR0240  STATE/COUNTY-  SD/BROOKINGS
 PR0240  COUNTRY     -  US
 PR0240  USGS QUAD   -  BRUCE (2017)
 PR0240
 PR0240                         *CURRENT SURVEY CONTROL
 PR0240  ______________________________________________________________________
 PR0240* NAD 83(1986) POSITION- 44 26 33.     (N) 096 55 37.     (W)   SCALED
 PR0240* NAVD 88 ORTHO HEIGHT -   496.62  (meters)     1629.3   (feet) RESET
 PR0240  ______________________________________________________________________
 PR0240  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 PR0240  VERT ORDER      -  THIRD
 PR0240
 PR0240.The horizontal coordinates were scaled from a map and have
 PR0240.an estimated accuracy of +/- 6 seconds.
 PR0240
 PR0240.The orthometric height was computed from unverified reset data.
 PR0240
 PR0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0240.GEOID18 height accuracy estimate available here.
 PR0240
 PR0240.Click photographs - Photos may exist for this station.
 PR0240
 PR0240;                    North         East    Units  Estimated Accuracy
 PR0240;SPC SD N     -    72,340.      844,580.      MT  (+/- 180 meters Scaled)
 PR0240
 PR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ649231(NAD 83)
 PR0240
 PR0240                          SUPERSEDED SURVEY CONTROL
 PR0240
 PR0240.No superseded survey control is available for this station.
 PR0240
 PR0240_MARKER: DB = BENCH MARK DISK
 PR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0240_STAMPING: 3-1 S DAK GEOD S RESET 1966
 PR0240_MARK LOGO: CGS
 PR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0240+STABILITY: SURFACE MOTION
 PR0240
 PR0240  HISTORY     - Date     Condition        Report By
 PR0240  HISTORY     - 1966     MONUMENTED       LOCENG
 PR0240
 PR0240                          STATION DESCRIPTION
 PR0240
 PR0240'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 PR0240'1.7 MI W FROM BRUCE.
 PR0240'1.7 MILES WEST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0240'BRUCE, AT A ROAD INTERSECTION, 22 FEET SOUTH OF THE CENTER LINE
 PR0240'OF A EAST-WEST ROAD, 44 FEET EAST OF THE CENTER LINE OF A
 PR0240'NORTH-SOUTH ROAD, 7 FEET EAST OF THE SOUTH OPENING AND 1/2
 PR0240'FOOT SOUTH OF THE WINGWALL OF A 20 FOOT TWIN CHANNEL CULVERT
 PR0240'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0532 ***********************************************************************
 PU0532  DESIGNATION -  3 DFC
 PU0532  PID         -  PU0532
 PU0532  STATE/COUNTY-  SD/PENNINGTON
 PU0532  COUNTRY     -  US
 PU0532  USGS QUAD   -  LAKE HILL (2017)
 PU0532
 PU0532                         *CURRENT SURVEY CONTROL
 PU0532  ______________________________________________________________________
 PU0532* NAD 83(1986) POSITION- 44 04 52.62   (N) 102 14 53.43   (W)   HD_HELD1
 PU0532* NAVD 88 ORTHO HEIGHT -   859.603 (meters)     2820.21  (feet) ADJUSTED
 PU0532  ______________________________________________________________________
 PU0532  GEOID HEIGHT    -        -19.001 (meters)                     GEOID18
 PU0532  DYNAMIC HEIGHT  -        859.349 (meters)     2819.38  (feet) COMP
 PU0532  MODELED GRAVITY -    980,293.2   (mgal)                       NAVD 88
 PU0532
 PU0532  VERT ORDER      -  SECOND    CLASS 0
 PU0532
 PU0532.The horizontal coordinates were determined by differentially corrected
 PU0532.hand held GPS observations or other comparable positioning techniques
 PU0532.and have an estimated accuracy of +/- 3 meters.
 PU0532
 PU0532.The orthometric height was determined by differential leveling and
 PU0532.adjusted by the NATIONAL GEODETIC SURVEY
 PU0532.in June 1991.
 PU0532
 PU0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0532.GEOID18 height accuracy estimate available here.
 PU0532
 PU0532.Click photographs - Photos may exist for this station.
 PU0532
 PU0532.The dynamic height is computed by dividing the NAVD 88
 PU0532.geopotential number by the normal gravity value computed on the
 PU0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0532.degrees latitude (g = 980.6199 gals.).
 PU0532
 PU0532.The modeled gravity was interpolated from observed gravity values.
 PU0532
 PU0532;                    North         East    Units  Estimated Accuracy
 PU0532;SPC SD S     -   195,953.8     446,650.5     MT  (+/- 3 meters HH1 GPS) 
 PU0532
 PU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2032684583(NAD 83)
 PU0532
 PU0532                          SUPERSEDED SURVEY CONTROL
 PU0532
 PU0532  NGVD 29 (??/??/92)  859.145  (m)         2818.71   (f) ADJ UNCH    2 0
 PU0532
 PU0532.Superseded values are not recommended for survey control.
 PU0532
 PU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0532.See file dsdata.pdf to determine how the superseded data were derived.
 PU0532
 PU0532_MARKER: DD = SURVEY DISK
 PU0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0532_STAMPING: TT 3 DFC 1950
 PU0532_MARK LOGO: USGS
 PU0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0532+STABILITY: SURFACE MOTION
 PU0532
 PU0532  HISTORY     - Date     Condition        Report By
 PU0532  HISTORY     - 1950     MONUMENTED       USGS
 PU0532  HISTORY     - 1950     GOOD             CGS
 PU0532  HISTORY     - 1962     GOOD             CGS
 PU0532
 PU0532                          STATION DESCRIPTION
 PU0532
 PU0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU0532'RECOVERED IN GOOD CONDITION.
 PU0532
 PU0532                          STATION RECOVERY (1962)
 PU0532
 PU0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0532'7.5 MI N FROM WALL.
 PU0532'ABOUT 6.5 MILES NORTH ALONG THE PENNINGTON COUNTY ROAD FROM
 PU0532'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0532'DIRT ROAD, 0.5 MILE WEST OF A FARMHOUSE LOCATED ON A HILL AND
 PU0532'ON THE NORTH SIDE OF THE ROAD, 0.15 MILE SOUTH OF A DOUBLE
 PU0532'ROW OF POWER LINE POLES, 0.1 MILE SOUTH-SOUTHWEST OF A LONE
 PU0532'TREE IN A FIELD, 34 1/2 FEET WEST OF THE CENTER LINE OF THE
 PU0532'ROAD, 18 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD
 PU0532'LEADING EAST, 12 1/2 FEET NORTH OF A T FENCE CORNER POST, 1.0
 PU0532'FEET WEST OF A FENCE, 1.8 FEET SOUTH-SOUTHWEST OF A METAL
 PU0532'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0532'OF A CONCRETE POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0827 ***********************************************************************
 OT0827  DESIGNATION -  3 DHW
 OT0827  PID         -  OT0827
 OT0827  STATE/COUNTY-  SD/FALL RIVER
 OT0827  COUNTRY     -  US
 OT0827  USGS QUAD   -  CROWE DAM (2017)
 OT0827
 OT0827                         *CURRENT SURVEY CONTROL
 OT0827  ______________________________________________________________________
 OT0827* NAD 83(1986) POSITION- 43 01 35.     (N) 103 46 28.     (W)   SCALED
 OT0827* NAVD 88 ORTHO HEIGHT -  1174.160 (meters)     3852.22  (feet) ADJUSTED
 OT0827  ______________________________________________________________________
 OT0827  GEOID HEIGHT    -        -15.720 (meters)                     GEOID18
 OT0827  DYNAMIC HEIGHT  -       1173.617 (meters)     3850.44  (feet) COMP
 OT0827  MODELED GRAVITY -    980,117.0   (mgal)                       NAVD 88
 OT0827
 OT0827  VERT ORDER      -  THIRD
 OT0827
 OT0827.The horizontal coordinates were scaled from a map and have
 OT0827.an estimated accuracy of +/- 6 seconds.
 OT0827
 OT0827.The orthometric height was determined by differential leveling and
 OT0827.adjusted by the NATIONAL GEODETIC SURVEY
 OT0827.in June 1991.
 OT0827
 OT0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0827.GEOID18 height accuracy estimate available here.
 OT0827
 OT0827.Click photographs - Photos may exist for this station.
 OT0827
 OT0827.The dynamic height is computed by dividing the NAVD 88
 OT0827.geopotential number by the normal gravity value computed on the
 OT0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0827.degrees latitude (g = 980.6199 gals.).
 OT0827
 OT0827.The modeled gravity was interpolated from observed gravity values.
 OT0827
 OT0827;                    North         East    Units  Estimated Accuracy
 OT0827;SPC SD S     -    82,800.      319,620.      MT  (+/- 180 meters Scaled)
 OT0827
 OT0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH998644(NAD 83)
 OT0827
 OT0827                          SUPERSEDED SURVEY CONTROL
 OT0827
 OT0827.No superseded survey control is available for this station.
 OT0827
 OT0827_MARKER: DB = BENCH MARK DISK
 OT0827_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0827+WITH SETTING: INFORMATION.
 OT0827_STAMPING: 3 DHW 1974
 OT0827_MARK LOGO: USGS
 OT0827_PROJECTION: FLUSH
 OT0827_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0827+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0827
 OT0827  HISTORY     - Date     Condition        Report By
 OT0827  HISTORY     - 1974     MONUMENTED       USGS
 OT0827
 OT0827                          STATION DESCRIPTION
 OT0827
 OT0827'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0827'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 6.3 MILES WEST
 OT0827'ALONG GRADED ROAD TO A T-JUNCTION WITH A SOUTH ROAD TO WIEDENFELD
 OT0827'RANCH, AT THE NORTH CENTER OF SECTION 9/TOWNSHIP 12 SOUTH/RANGE 3
 OT0827'EAST, 103 FEET WEST AND 39 FEET SOUTH OF THE JUNCTION WITH A SOUTH
 OT0827'ROAD, 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE, SET IN A COPPER-CLAD STEEL
 OT0827'ROD DRIVEN 6.9 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0193 ***********************************************************************
 OR0193  DESIGNATION -  3 FG
 OR0193  PID         -  OR0193
 OR0193  STATE/COUNTY-  SD/GREGORY
 OR0193  COUNTRY     -  US
 OR0193  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0193
 OR0193                         *CURRENT SURVEY CONTROL
 OR0193  ______________________________________________________________________
 OR0193* NAD 83(1986) POSITION- 43 08 57.51   (N) 098 51 49.88   (W)   HD_HELD1
 OR0193* NAVD 88 ORTHO HEIGHT -   394.652 (meters)     1294.79  (feet) ADJUSTED
 OR0193  ______________________________________________________________________
 OR0193  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 OR0193  DYNAMIC HEIGHT  -        394.512 (meters)     1294.33  (feet) COMP
 OR0193  MODELED GRAVITY -    980,255.7   (mgal)                       NAVD 88
 OR0193
 OR0193  VERT ORDER      -  FIRST     CLASS II
 OR0193
 OR0193.The horizontal coordinates were determined by differentially corrected
 OR0193.hand held GPS observations or other comparable positioning techniques
 OR0193.and have an estimated accuracy of +/- 3 meters.
 OR0193
 OR0193.The orthometric height was determined by differential leveling and
 OR0193.adjusted by the NATIONAL GEODETIC SURVEY
 OR0193.in June 1991.
 OR0193
 OR0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0193.GEOID18 height accuracy estimate available here.
 OR0193
 OR0193.Click photographs - Photos may exist for this station.
 OR0193
 OR0193.The dynamic height is computed by dividing the NAVD 88
 OR0193.geopotential number by the normal gravity value computed on the
 OR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0193.degrees latitude (g = 980.6199 gals.).
 OR0193
 OR0193.The modeled gravity was interpolated from observed gravity values.
 OR0193
 OR0193;                    North         East    Units  Estimated Accuracy
 OR0193;SPC SD S     -    91,705.0     719,518.7     MT  (+/- 3 meters HH1 GPS) 
 OR0193
 OR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1107077404(NAD 83)
 OR0193
 OR0193                          SUPERSEDED SURVEY CONTROL
 OR0193
 OR0193  NGVD 29 (??/??/92)  394.323  (m)         1293.71   (f) ADJ UNCH    1 2
 OR0193
 OR0193.Superseded values are not recommended for survey control.
 OR0193
 OR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0193.See file dsdata.pdf to determine how the superseded data were derived.
 OR0193
 OR0193_MARKER: DD = SURVEY DISK
 OR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0193_STAMPING: 3 FG 1946 1294
 OR0193_MARK LOGO: USGS
 OR0193_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0193+STABILITY: SURFACE MOTION
 OR0193
 OR0193  HISTORY     - Date     Condition        Report By
 OR0193  HISTORY     - 1946     MONUMENTED       USGS
 OR0193  HISTORY     - 1949     GOOD             CGS
 OR0193  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0193
 OR0193                          STATION DESCRIPTION
 OR0193
 OR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0193'10.3 MI NE FROM BONESTEEL.
 OR0193'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0193'BONESTEEL, THENCE 6.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0193'THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, THENCE 2.5 MILES
 OR0193'NORTH ALONG A FIELD ROAD, ABOUT 350.0 FEET SOUTHEAST OF A
 OR0193'FARMHOUSE, IN THE NORTHEAST CORNER OF A FIELD, 11.0 FEET SOUTH
 OR0193'OF THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTHWEST OF A
 OR0193'CORNER FENCE POST, 5.0 FEET SOUTH OF THE EAST-WEST FENCE, 3.1
 OR0193'FEET WEST OF THE NORTH-SOUTH FENCE, 0.9 FOOT NORTH OF A REFERENCE
 OR0193'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 OR0193'ABOVE THE GROUND AND ABOUT 3.0 FEET ABOVE THE ROAD.
 OR0193
 OR0193                          STATION RECOVERY (2013)
 OR0193
 OR0193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1237 ***********************************************************************
 PU1237  DESIGNATION -  3 PCL
 PU1237  PID         -  PU1237
 PU1237  STATE/COUNTY-  SD/BUTTE
 PU1237  COUNTRY     -  US
 PU1237  USGS QUAD   -  VOLUNTEER NE (2017)
 PU1237
 PU1237                         *CURRENT SURVEY CONTROL
 PU1237  ______________________________________________________________________
 PU1237* NAD 83(1986) POSITION- 44 44 54.20   (N) 103 01 55.32   (W)   HD_HELD1
 PU1237* NAVD 88 ORTHO HEIGHT -   859.620 (meters)     2820.27  (feet) ADJUSTED
 PU1237  ______________________________________________________________________
 PU1237  GEOID HEIGHT    -        -17.256 (meters)                     GEOID18
 PU1237  DYNAMIC HEIGHT  -        859.408 (meters)     2819.57  (feet) COMP
 PU1237  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 PU1237
 PU1237  VERT ORDER      -  SECOND    CLASS 0
 PU1237
 PU1237.The horizontal coordinates were determined by differentially corrected
 PU1237.hand held GPS observations or other comparable positioning techniques
 PU1237.and have an estimated accuracy of +/- 3 meters.
 PU1237
 PU1237.The orthometric height was determined by differential leveling and
 PU1237.adjusted by the NATIONAL GEODETIC SURVEY
 PU1237.in June 1991.
 PU1237
 PU1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1237.GEOID18 height accuracy estimate available here.
 PU1237
 PU1237.Click photographs - Photos may exist for this station.
 PU1237
 PU1237.The dynamic height is computed by dividing the NAVD 88
 PU1237.geopotential number by the normal gravity value computed on the
 PU1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1237.degrees latitude (g = 980.6199 gals.).
 PU1237
 PU1237.The modeled gravity was interpolated from observed gravity values.
 PU1237
 PU1237;                    North         East    Units  Estimated Accuracy
 PU1237;SPC SD N     -   106,178.5     359,957.2     MT  (+/- 3 meters HH1 GPS) 
 PU1237
 PU1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5578356884(NAD 83)
 PU1237
 PU1237                          SUPERSEDED SURVEY CONTROL
 PU1237
 PU1237  NGVD 29 (??/??/92)  859.136  (m)         2818.68   (f) ADJ UNCH    2 0
 PU1237
 PU1237.Superseded values are not recommended for survey control.
 PU1237
 PU1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1237.See file dsdata.pdf to determine how the superseded data were derived.
 PU1237
 PU1237_MARKER: DD = SURVEY DISK
 PU1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1237_STAMPING: 3 PCL 1958 ET 2819
 PU1237_MARK LOGO: USGS
 PU1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1237+STABILITY: SURFACE MOTION
 PU1237
 PU1237  HISTORY     - Date     Condition        Report By
 PU1237  HISTORY     - 1958     MONUMENTED       USGS
 PU1237  HISTORY     - 1962     GOOD             CGS
 PU1237
 PU1237                          STATION DESCRIPTION
 PU1237
 PU1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1237'12 MI W FROM FAIRPOINT.
 PU1237'12.0 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU1237'0.25 MILE WEST OF A WOODEN BRIDGE OVER A CREEK, 224 FEET SOUTH
 PU1237'OF THE CENTER LINE OF THE ROAD, 35 FEET EAST OF THE CENTER
 PU1237'LINE OF A ROAD SOUTH, 26 FEET EAST OF THE EAST END OF A GATE,
 PU1237'5.4 FEET NORTH OF A FENCE, 0.8 FOOT NORTH OF A WITNESS POST,
 PU1237'ABOUT 2 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU1237'POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0165 ***********************************************************************
 PR0165  DESIGNATION -  30 A
 PR0165  PID         -  PR0165
 PR0165  STATE/COUNTY-  SD/MOODY
 PR0165  COUNTRY     -  US
 PR0165  USGS QUAD   -  FLANDREAU (2017)
 PR0165
 PR0165                         *CURRENT SURVEY CONTROL
 PR0165  ______________________________________________________________________
 PR0165* NAD 83(1986) POSITION- 44 06 15.     (N) 096 35 19.     (W)   SCALED
 PR0165* NAVD 88 ORTHO HEIGHT -   499.181 (meters)     1637.73  (feet) ADJUSTED
 PR0165  ______________________________________________________________________
 PR0165  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 PR0165  DYNAMIC HEIGHT  -        499.069 (meters)     1637.36  (feet) COMP
 PR0165  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 PR0165
 PR0165  VERT ORDER      -  SECOND    CLASS 0
 PR0165
 PR0165.The horizontal coordinates were scaled from a map and have
 PR0165.an estimated accuracy of +/- 6 seconds.
 PR0165
 PR0165.The orthometric height was determined by differential leveling and
 PR0165.adjusted by the NATIONAL GEODETIC SURVEY
 PR0165.in June 1991.
 PR0165
 PR0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0165.GEOID18 height accuracy estimate available here.
 PR0165
 PR0165.Click photographs - Photos may exist for this station.
 PR0165
 PR0165.The dynamic height is computed by dividing the NAVD 88
 PR0165.geopotential number by the normal gravity value computed on the
 PR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0165.degrees latitude (g = 980.6199 gals.).
 PR0165
 PR0165.The modeled gravity was interpolated from observed gravity values.
 PR0165
 PR0165;                    North         East    Units  Estimated Accuracy
 PR0165;SPC SD S     -   203,490.      899,710.      MT  (+/- 180 meters Scaled)
 PR0165
 PR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP929862(NAD 83)
 PR0165
 PR0165                          SUPERSEDED SURVEY CONTROL
 PR0165
 PR0165  NGVD 29 (??/??/92)  498.924  (m)         1636.89   (f) ADJ UNCH    2 0
 PR0165
 PR0165.Superseded values are not recommended for survey control.
 PR0165
 PR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0165.See file dsdata.pdf to determine how the superseded data were derived.
 PR0165
 PR0165_MARKER: DD = SURVEY DISK
 PR0165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0165_STAMPING: 30 A
 PR0165_MARK LOGO: CGS+SS
 PR0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0165
 PR0165  HISTORY     - Date     Condition        Report By
 PR0165  HISTORY     - 1934     MONUMENTED       SDGS
 PR0165  HISTORY     - 1962     GOOD             CGS
 PR0165
 PR0165                          STATION DESCRIPTION
 PR0165
 PR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0165'5 MI N FROM FLANDREAU.
 PR0165'5.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM FLANDREAU, MOODY
 PR0165'COUNTY, ABOUT 6.3 MILES SOUTH OF THE COUNTY LINE, ON THE SOUTH
 PR0165'EDGE OF A GROVE ALONG THE NORTH BOUNDARY LINE OF A FARMSTEAD
 PR0165'OWNED BY M.A. GILLETTE, IN THE NORTHEAST 1/4 OF SECTION 4,
 PR0165'FLANDREAU TWP., R. 48 W., 118 FEET WEST OF THE CENTER LINE OF
 PR0165'THE HIGHWAY, AND 68.2 FEET NORTHEAST OF A 1-STORY HOUSE.  A
 PR0165'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 PR0165'PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  NOTE-- 130 FEET WEST
 PR0165'OF THE CENTERLINE OF THE IMPROVED HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3993 ***********************************************************************
 AI3993  DESIGNATION -  30 JES
 AI3993  PID         -  AI3993
 AI3993  STATE/COUNTY-  SD/PERKINS
 AI3993  COUNTRY     -  US
 AI3993  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 AI3993
 AI3993                         *CURRENT SURVEY CONTROL
 AI3993  ______________________________________________________________________
 AI3993* NAD 83(1986) POSITION- 45 31 52.     (N) 102 36 05.     (W)   SCALED
 AI3993* NAVD 88 ORTHO HEIGHT -   833.500 (meters)     2734.57  (feet) ADJUSTED
 AI3993  ______________________________________________________________________
 AI3993  GEOID HEIGHT    -        -17.846 (meters)                     GEOID18
 AI3993  DYNAMIC HEIGHT  -        833.367 (meters)     2734.14  (feet) COMP
 AI3993  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 AI3993
 AI3993  VERT ORDER      -  FIRST     CLASS II
 AI3993
 AI3993.The horizontal coordinates were scaled from a map and have
 AI3993.an estimated accuracy of +/- 6 seconds.
 AI3993
 AI3993.The orthometric height was determined by differential leveling and
 AI3993.adjusted by the NATIONAL GEODETIC SURVEY
 AI3993.in April 2000.
 AI3993
 AI3993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3993.GEOID18 height accuracy estimate available here.
 AI3993
 AI3993.Click photographs - Photos may exist for this station.
 AI3993
 AI3993.The dynamic height is computed by dividing the NAVD 88
 AI3993.geopotential number by the normal gravity value computed on the
 AI3993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3993.degrees latitude (g = 980.6199 gals.).
 AI3993
 AI3993.The modeled gravity was interpolated from observed gravity values.
 AI3993
 AI3993;                    North         East    Units  Estimated Accuracy
 AI3993;SPC SD N     -   191,930.      396,830.      MT  (+/- 180 meters Scaled)
 AI3993
 AI3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL872447(NAD 83)
 AI3993
 AI3993                          SUPERSEDED SURVEY CONTROL
 AI3993
 AI3993.No superseded survey control is available for this station.
 AI3993
 AI3993_MARKER: DD = SURVEY DISK
 AI3993_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI3993+WITH SETTING: INFORMATION.
 AI3993_STAMPING: 30 JES 1980
 AI3993_MARK LOGO: USGS
 AI3993_PROJECTION: FLUSH
 AI3993_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3993+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3993
 AI3993  HISTORY     - Date     Condition        Report By
 AI3993  HISTORY     - 1980     MONUMENTED       USGS
 AI3993  HISTORY     - 19990527 GOOD             NGS
 AI3993
 AI3993                          STATION DESCRIPTION
 AI3993
 AI3993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3993'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3993'BISON, THENCE 10.6 KM (6.60 MI) WESTERLY ALONG STATE HIGHWAY 20, 115.2
 AI3993'M (378.0 FT) WEST OF MILEPOST 76, 21.9 M (71.9 FT) NORTH OF THE
 AI3993'HIGHWAY CENTERLINE, 12.3 M (40.4 FT) EAST OF THE CENTER OF A GRAVELED
 AI3993'ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 AI3993'SOUTH OF UTILITY POLE NUMBER 1116 8228 WITH A WITNESS SIGN ATTACHED,
 AI3993'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 AI3993'IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE. THE
 AI3993'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.  DEPTH OF ROD IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0874 ***********************************************************************
 PU0874  DESIGNATION -  30 WPM
 PU0874  PID         -  PU0874
 PU0874  STATE/COUNTY-  SD/MEADE
 PU0874  COUNTRY     -  US
 PU0874  USGS QUAD   -  FAIRPOINT (2017)
 PU0874
 PU0874                         *CURRENT SURVEY CONTROL
 PU0874  ______________________________________________________________________
 PU0874* NAD 83(1986) POSITION- 44 39 45.     (N) 102 48 16.     (W)   SCALED
 PU0874* NAVD 88 ORTHO HEIGHT -   900.805 (meters)     2955.39  (feet) ADJUSTED
 PU0874  ______________________________________________________________________
 PU0874  GEOID HEIGHT    -        -17.752 (meters)                     GEOID18
 PU0874  DYNAMIC HEIGHT  -        900.574 (meters)     2954.63  (feet) COMP
 PU0874  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 PU0874
 PU0874  VERT ORDER      -  SECOND    CLASS 0
 PU0874
 PU0874.The horizontal coordinates were scaled from a map and have
 PU0874.an estimated accuracy of +/- 6 seconds.
 PU0874
 PU0874.The orthometric height was determined by differential leveling and
 PU0874.adjusted by the NATIONAL GEODETIC SURVEY
 PU0874.in June 1991.
 PU0874
 PU0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0874.GEOID18 height accuracy estimate available here.
 PU0874
 PU0874.Click photographs - Photos may exist for this station.
 PU0874
 PU0874.The dynamic height is computed by dividing the NAVD 88
 PU0874.geopotential number by the normal gravity value computed on the
 PU0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0874.degrees latitude (g = 980.6199 gals.).
 PU0874
 PU0874.The modeled gravity was interpolated from observed gravity values.
 PU0874
 PU0874;                    North         East    Units  Estimated Accuracy
 PU0874;SPC SD N     -    95,990.      377,640.      MT  (+/- 180 meters Scaled)
 PU0874
 PU0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK740478(NAD 83)
 PU0874
 PU0874                          SUPERSEDED SURVEY CONTROL
 PU0874
 PU0874  NGVD 29 (??/??/92)  900.336  (m)         2953.85   (f) ADJ UNCH    2 0
 PU0874
 PU0874.Superseded values are not recommended for survey control.
 PU0874
 PU0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0874.See file dsdata.pdf to determine how the superseded data were derived.
 PU0874
 PU0874_MARKER: DD = SURVEY DISK
 PU0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0874_STAMPING: 30 WPM 1958 2954
 PU0874_MARK LOGO: USGS
 PU0874_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0874+STABILITY: SURFACE MOTION
 PU0874
 PU0874  HISTORY     - Date     Condition        Report By
 PU0874  HISTORY     - 1958     MONUMENTED       USGS
 PU0874  HISTORY     - 1962     GOOD             CGS
 PU0874
 PU0874                          STATION DESCRIPTION
 PU0874
 PU0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0874'6.6 MI S FROM FAIRPOINT.
 PU0874'6.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0874'298 FEET WEST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD
 PU0874'EAST, 95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 PU0874'NORTHEAST OF A POWER POLE, 0.8 FOOT NORTHEAST OF A WITNESS POST,
 PU0874'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0874'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2277 ***********************************************************************
 PU2277  DESIGNATION -  3006
 PU2277  PID         -  PU2277
 PU2277  STATE/COUNTY-  SD/BUTTE
 PU2277  COUNTRY     -  US
 PU2277  USGS QUAD   -  NEWELL LAKE (2017)
 PU2277
 PU2277                         *CURRENT SURVEY CONTROL
 PU2277  ______________________________________________________________________
 PU2277* NAD 83(1996) POSITION- 44 46 19.68155(N) 103 22 56.88424(W)   ADJUSTED
 PU2277* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 PU2277  ______________________________________________________________________
 PU2277  GEOID HEIGHT    -        -16.461 (meters)                     GEOID18
 PU2277  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 PU2277  HORZ ORDER      -  SECOND
 PU2277
 PU2277.The horizontal coordinates were established by classical geodetic methods
 PU2277.and adjusted by the National Geodetic Survey in January 1998.
 PU2277
 PU2277.The orthometric height was scaled from a topographic map.
 PU2277
 PU2277.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2277.GEOID18 height accuracy estimate available here.
 PU2277
 PU2277.Click photographs - Photos may exist for this station.
 PU2277
 PU2277.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2277
 PU2277. The following values were computed from the NAD 83(1996) position.
 PU2277
 PU2277;                    North         East     Units Scale Factor Converg.
 PU2277;SPC SD N     -   109,913.844   332,339.181   MT  0.99995091   -2 23 38.0
 PU2277;SPC SD N     -   360,609.00  1,090,349.46   sFT  0.99995091   -2 23 38.0
 PU2277;UTM  13      - 4,958,910.445   627,990.734   MT  0.99980144   +1 08 21.7
 PU2277
 PU2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2277!SPC SD N     -   0.99985922  x   0.99995091  =   0.99981014
 PU2277!UTM  13      -   0.99985922  x   0.99980144  =   0.99966069
 PU2277
 PU2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2799058910(NAD 83)
 PU2277
 PU2277                          SUPERSEDED SURVEY CONTROL
 PU2277
 PU2277  NAD 83(1993)-  44 46 19.67533(N)    103 22 56.88379(W) AD(       ) 2
 PU2277  NAD 83(1986)-  44 46 19.67137(N)    103 22 56.88056(W) AD(       ) 2
 PU2277  NAD 27      -  44 46 19.71960(N)    103 22 55.20630(W) AD(       ) 2
 PU2277
 PU2277.Superseded values are not recommended for survey control.
 PU2277
 PU2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2277.See file dsdata.pdf to determine how the superseded data were derived.
 PU2277
 PU2277_MARKER: P = PIPE CAP
 PU2277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2277_STAMPING: 3006 1904
 PU2277_MARK LOGO: USGS
 PU2277_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2277
 PU2277  HISTORY     - Date     Condition        Report By
 PU2277  HISTORY     - 1904     MONUMENTED       USGS
 PU2277  HISTORY     - 1950     GOOD             CGS
 PU2277  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PU2277
 PU2277                          STATION DESCRIPTION
 PU2277
 PU2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU2277'3006 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK CAP
 PU2277'DISK RIVETED ON THE TOP OF A 4-INCH CAST IRON PIPE, PROJECTING
 PU2277'18 INCHES, AND IS STAMPED 3006 1904.
 PU2277
 PU2277                          STATION RECOVERY (1962)
 PU2277
 PU2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU2277'THE STATION MARK WAS FOUND TO BE LOOSE AND THE DIRECTIONS COULD NOT BE
 PU2277'CHECKED.  THE MARK WAS REINFORCED AT THIS DATE.
 PU2277'
 PU2277'THE STATION MARK IS A STANDARD U.S.
 PU2277'GEOLOGICAL SURVEY BENCH MARK CAP BOLTED TO THE TOP OF A 4-INCH
 PU2277'PIPE AND IT IS STAMPED--3006 1904.  IT PROJECTS 2 FEET ABOVE THE
 PU2277'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1747 ***********************************************************************
 PU1747  DESIGNATION -  3036
 PU1747  PID         -  PU1747
 PU1747  STATE/COUNTY-  SD/BUTTE
 PU1747  COUNTRY     -  US
 PU1747  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1747
 PU1747                         *CURRENT SURVEY CONTROL
 PU1747  ______________________________________________________________________
 PU1747* NAD 83(1986) POSITION- 44 40 07.2    (N) 103 51 08.4    (W)   HD_HELD2
 PU1747* NAVD 88 ORTHO HEIGHT -   926.352 (meters)     3039.21  (feet) ADJUSTED
 PU1747  ______________________________________________________________________
 PU1747  GEOID HEIGHT    -        -15.329 (meters)                     GEOID18
 PU1747  DYNAMIC HEIGHT  -        926.097 (meters)     3038.37  (feet) COMP
 PU1747  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 PU1747
 PU1747  VERT ORDER      -  FIRST     CLASS II
 PU1747
 PU1747.The horizontal coordinates were established by autonomous hand held GPS
 PU1747.observations and have an estimated accuracy of +/- 10 meters.
 PU1747
 PU1747.The orthometric height was determined by differential leveling and
 PU1747.adjusted by the NATIONAL GEODETIC SURVEY
 PU1747.in June 1991.
 PU1747
 PU1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1747.GEOID18 height accuracy estimate available here.
 PU1747
 PU1747.Click photographs - Photos may exist for this station.
 PU1747
 PU1747.The dynamic height is computed by dividing the NAVD 88
 PU1747.geopotential number by the normal gravity value computed on the
 PU1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1747.degrees latitude (g = 980.6199 gals.).
 PU1747
 PU1747.The modeled gravity was interpolated from observed gravity values.
 PU1747
 PU1747;                    North         East    Units  Estimated Accuracy
 PU1747;SPC SD N     -   100,091.      294,637.      MT  (+/- 10 meters HH2 GPS)
 PU1747
 PU1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9097346785(NAD 83)
 PU1747
 PU1747                          SUPERSEDED SURVEY CONTROL
 PU1747
 PU1747  NGVD 29 (??/??/92)  925.865  (m)         3037.61   (f) ADJ UNCH    1 2
 PU1747
 PU1747.Superseded values are not recommended for survey control.
 PU1747
 PU1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1747.See file dsdata.pdf to determine how the superseded data were derived.
 PU1747
 PU1747_MARKER: P = PIPE CAP
 PU1747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1747_STAMPING: 3036 DW 1903
 PU1747_MARK LOGO: USGS
 PU1747_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1747+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1747
 PU1747  HISTORY     - Date     Condition        Report By
 PU1747  HISTORY     - 1903     MONUMENTED       USGS
 PU1747  HISTORY     - 1962     GOOD             CGS
 PU1747  HISTORY     - 20110822 GOOD             GEOCAC
 PU1747  HISTORY     - 20121010 GOOD             GEOCAC
 PU1747
 PU1747                          STATION DESCRIPTION
 PU1747
 PU1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1747'0.2 MI S FROM BELLE FOURCHE.
 PU1747'ABOUT 0.05 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1747'FROM THE STATION AT BELLE FOURCHE, THENCE 0.15 MILE SOUTH ALONG
 PU1747'6TH AVENUE, IN SECTION 10, T 8 N, R 2 E, 60 FEET WEST OF THE CENTER
 PU1747'LINE OF 6TH AVENUE, 1.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 PU1747'THE BUTTE COUNTY JAIL, ABOUT 3 FEET ABOVE THE LEVEL OF 6TH AVENUE,
 PU1747'AND A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 PU1747'10-INCHES.
 PU1747
 PU1747                          STATION RECOVERY (2011)
 PU1747
 PU1747'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1747'RECOVERED IN GOOD CONDITION.
 PU1747
 PU1747                          STATION RECOVERY (2012)
 PU1747
 PU1747'RECOVERY NOTE BY GEOCACHING 2012 (DD)
 PU1747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0053 ***********************************************************************
 OT0053  DESIGNATION -  3046 74
 OT0053  PID         -  OT0053
 OT0053  STATE/COUNTY-  SD/PENNINGTON
 OT0053  COUNTRY     -  US
 OT0053  USGS QUAD   -  WALL (2017)
 OT0053
 OT0053                         *CURRENT SURVEY CONTROL
 OT0053  ______________________________________________________________________
 OT0053* NAD 83(1986) POSITION- 43 53 09.     (N) 102 14 18.     (W)   SCALED
 OT0053* NAVD 88 ORTHO HEIGHT -   929.141 (meters)     3048.36  (feet) ADJUSTED
 OT0053  ______________________________________________________________________
 OT0053  GEOID HEIGHT    -        -19.019 (meters)                     GEOID18
 OT0053  DYNAMIC HEIGHT  -        928.833 (meters)     3047.35  (feet) COMP
 OT0053  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 OT0053
 OT0053  VERT ORDER      -  SECOND    CLASS 0
 OT0053
 OT0053.The horizontal coordinates were scaled from a map and have
 OT0053.an estimated accuracy of +/- 6 seconds.
 OT0053
 OT0053.The orthometric height was determined by differential leveling and
 OT0053.adjusted by the NATIONAL GEODETIC SURVEY
 OT0053.in June 1991.
 OT0053
 OT0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0053.GEOID18 height accuracy estimate available here.
 OT0053
 OT0053.Click photographs - Photos may exist for this station.
 OT0053
 OT0053.The dynamic height is computed by dividing the NAVD 88
 OT0053.geopotential number by the normal gravity value computed on the
 OT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0053.degrees latitude (g = 980.6199 gals.).
 OT0053
 OT0053.The modeled gravity was interpolated from observed gravity values.
 OT0053
 OT0053;                    North         East    Units  Estimated Accuracy
 OT0053;SPC SD S     -   174,230.      446,940.      MT  (+/- 180 meters Scaled)
 OT0053
 OT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ218629(NAD 83)
 OT0053
 OT0053                          SUPERSEDED SURVEY CONTROL
 OT0053
 OT0053  NGVD 29 (??/??/92)  928.668  (m)         3046.80   (f) ADJ UNCH    2 0
 OT0053
 OT0053.Superseded values are not recommended for survey control.
 OT0053
 OT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0053.See file dsdata.pdf to determine how the superseded data were derived.
 OT0053
 OT0053_MARKER: DD = SURVEY DISK
 OT0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OT0053_SP_SET: CATTLE GUARD
 OT0053_STAMPING: 3046 74
 OT0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0053
 OT0053  HISTORY     - Date     Condition        Report By
 OT0053  HISTORY     - UNK      MONUMENTED       NPS
 OT0053  HISTORY     - 1962     GOOD             CGS
 OT0053  HISTORY     - 1962     GOOD             CGS
 OT0053
 OT0053                          STATION DESCRIPTION
 OT0053
 OT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0053'7.6 MI S FROM WALL.
 OT0053'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0053'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0053'THENCE 7.25 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION 8,
 OT0053'T 2 S, R 16 E, AT THE NORTH BOUNDARY AND ENTRANCE TO THE BADLANDS
 OT0053'NATIONAL PARK, 0.15 MILE NORTH OF A MONUMENT, 16 FEET EAST
 OT0053'OF THE CENTER LINE OF A STEEL CATTLE GUARD ACROSS U.S.
 OT0053'HIGHWAY 16A, ABOUT 10-INCHES ABOVE THE LEVEL OF THE HIGHWAY,
 OT0053'AND SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL OF THE
 OT0053'CATTLE GUARD.
 OT0053
 OT0053                          STATION RECOVERY (1962)
 OT0053
 OT0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0145 ***********************************************************************
 OR0145  DESIGNATION -  306/1 CAP
 OR0145  PID         -  OR0145
 OR0145  STATE/COUNTY-  SD/CHARLES MIX
 OR0145  COUNTRY     -  US
 OR0145  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0145
 OR0145                         *CURRENT SURVEY CONTROL
 OR0145  ______________________________________________________________________
 OR0145* NAD 83(1986) POSITION- 43 10 08.     (N) 098 49 46.     (W)   SCALED
 OR0145* NAVD 88 ORTHO HEIGHT -   400.749 (meters)     1314.79  (feet) ADJUSTED
 OR0145  ______________________________________________________________________
 OR0145  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 OR0145  DYNAMIC HEIGHT  -        400.609 (meters)     1314.33  (feet) COMP
 OR0145  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 OR0145
 OR0145  VERT ORDER      -  FIRST     CLASS II
 OR0145
 OR0145.The horizontal coordinates were scaled from a map and have
 OR0145.an estimated accuracy of +/- 6 seconds.
 OR0145
 OR0145.The orthometric height was determined by differential leveling and
 OR0145.adjusted by the NATIONAL GEODETIC SURVEY
 OR0145.in June 1991.
 OR0145
 OR0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0145.GEOID18 height accuracy estimate available here.
 OR0145
 OR0145.Click photographs - Photos may exist for this station.
 OR0145
 OR0145.The dynamic height is computed by dividing the NAVD 88
 OR0145.geopotential number by the normal gravity value computed on the
 OR0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0145.degrees latitude (g = 980.6199 gals.).
 OR0145
 OR0145.The modeled gravity was interpolated from observed gravity values.
 OR0145
 OR0145;                    North         East    Units  Estimated Accuracy
 OR0145;SPC SD S     -    93,930.      722,280.      MT  (+/- 180 meters Scaled)
 OR0145
 OR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN138795(NAD 83)
 OR0145
 OR0145                          SUPERSEDED SURVEY CONTROL
 OR0145
 OR0145  NGVD 29 (??/??/92)  400.420  (m)         1313.71   (f) ADJ UNCH    1 2
 OR0145
 OR0145.Superseded values are not recommended for survey control.
 OR0145
 OR0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0145.See file dsdata.pdf to determine how the superseded data were derived.
 OR0145
 OR0145_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 OR0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0145_MARK LOGO: MORC
 OR0145_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0145
 OR0145  HISTORY     - Date     Condition        Report By
 OR0145  HISTORY     - UNK      MONUMENTED       MORC
 OR0145  HISTORY     - 1949     GOOD             CGS
 OR0145  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0145
 OR0145                          STATION DESCRIPTION
 OR0145
 OR0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0145'AT WHEELER.
 OR0145'AT WHEELER, CHARLES MIX COUNTY, AND IN THE NORTHEAST CORNER OF
 OR0145'THE OLD COURTHOUSE YARD.  A BOLT, SET IN THE TOP OF A TILE
 OR0145'ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH
 OR0145'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP AND
 OR0145'PROJECTING ABOUT 7 INCHES ABOVE GROUND.  NOTE-- THE OLD BUILDING
 OR0145'THAT WAS FORMALLY THE COURTHOUSE STILL STANDS BUT IS NOW USED AS
 OR0145'A BARN.
 OR0145
 OR0145                          STATION RECOVERY (2013)
 OR0145
 OR0145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1757 ***********************************************************************
 PU1757  DESIGNATION -  3076
 PU1757  PID         -  PU1757
 PU1757  STATE/COUNTY-  SD/BUTTE
 PU1757  COUNTRY     -  US
 PU1757  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1757
 PU1757                         *CURRENT SURVEY CONTROL
 PU1757  ______________________________________________________________________
 PU1757* NAD 83(1986) POSITION- 44 43 11.     (N) 103 51 07.     (W)   SCALED
 PU1757* NAVD 88 ORTHO HEIGHT -   938.579 (meters)     3079.32  (feet) ADJUSTED
 PU1757  ______________________________________________________________________
 PU1757  GEOID HEIGHT    -        -15.442 (meters)                     GEOID18
 PU1757  DYNAMIC HEIGHT  -        938.321 (meters)     3078.47  (feet) COMP
 PU1757  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1757
 PU1757  VERT ORDER      -  FIRST     CLASS II
 PU1757
 PU1757.The horizontal coordinates were scaled from a map and have
 PU1757.an estimated accuracy of +/- 6 seconds.
 PU1757
 PU1757.The orthometric height was determined by differential leveling and
 PU1757.adjusted by the NATIONAL GEODETIC SURVEY
 PU1757.in June 1991.
 PU1757
 PU1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1757.GEOID18 height accuracy estimate available here.
 PU1757
 PU1757.Click photographs - Photos may exist for this station.
 PU1757
 PU1757.The dynamic height is computed by dividing the NAVD 88
 PU1757.geopotential number by the normal gravity value computed on the
 PU1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1757.degrees latitude (g = 980.6199 gals.).
 PU1757
 PU1757.The modeled gravity was interpolated from observed gravity values.
 PU1757
 PU1757;                    North         East    Units  Estimated Accuracy
 PU1757;SPC SD N     -   105,760.      294,940.      MT  (+/- 180 meters Scaled)
 PU1757
 PU1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909524(NAD 83)
 PU1757
 PU1757                          SUPERSEDED SURVEY CONTROL
 PU1757
 PU1757  NGVD 29 (??/??/92)  938.093  (m)         3077.73   (f) ADJ UNCH    1 2
 PU1757
 PU1757.Superseded values are not recommended for survey control.
 PU1757
 PU1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1757.See file dsdata.pdf to determine how the superseded data were derived.
 PU1757
 PU1757_MARKER: P = PIPE CAP
 PU1757_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1757_STAMPING: 3076 DW
 PU1757_MARK LOGO: USGS
 PU1757_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1757
 PU1757  HISTORY     - Date     Condition        Report By
 PU1757  HISTORY     - 1903     MONUMENTED       USGS
 PU1757  HISTORY     - 1962     GOOD             CGS
 PU1757  HISTORY     - 19980920 MARK NOT FOUND   NGS
 PU1757
 PU1757                          STATION DESCRIPTION
 PU1757
 PU1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1757'3.5 MI N FROM BELLE FOURCHE.
 PU1757'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1757'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 27,
 PU1757'T 9 N, R 2 E, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PU1757'71 FEET SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A TWIN
 PU1757'TUBULAR CULVERT, 31 FEET EAST OF A POWER POLE, 33 FEET EAST OF A
 PU1757'FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 PU1757'THE LEVEL OF THE HIGHWAY, AND A CAP RIVETED ON THE TOP OF A
 PU1757'3 1/2-INCH IRON PIPE PROJECTING 10-INCHES.
 PU1757
 PU1757                          STATION RECOVERY (1998)
 PU1757
 PU1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1757'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1758 ***********************************************************************
 PU1758  DESIGNATION -  3076 RESET
 PU1758  PID         -  PU1758
 PU1758  STATE/COUNTY-  SD/BUTTE
 PU1758  COUNTRY     -  US
 PU1758  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1758
 PU1758                         *CURRENT SURVEY CONTROL
 PU1758  ______________________________________________________________________
 PU1758* NAD 83(1986) POSITION- 44 43 10.     (N) 103 51 07.     (W)   SCALED
 PU1758* NAVD 88 ORTHO HEIGHT -   938.626 (meters)     3079.48  (feet) ADJUSTED
 PU1758  ______________________________________________________________________
 PU1758  GEOID HEIGHT    -        -15.442 (meters)                     GEOID18
 PU1758  DYNAMIC HEIGHT  -        938.368 (meters)     3078.63  (feet) COMP
 PU1758  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1758
 PU1758  VERT ORDER      -  FIRST     CLASS II
 PU1758
 PU1758.The horizontal coordinates were scaled from a map and have
 PU1758.an estimated accuracy of +/- 6 seconds.
 PU1758
 PU1758.The orthometric height was determined by differential leveling and
 PU1758.adjusted by the NATIONAL GEODETIC SURVEY
 PU1758.in April 2000.
 PU1758
 PU1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1758.GEOID18 height accuracy estimate available here.
 PU1758
 PU1758.Click photographs - Photos may exist for this station.
 PU1758
 PU1758.The dynamic height is computed by dividing the NAVD 88
 PU1758.geopotential number by the normal gravity value computed on the
 PU1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1758.degrees latitude (g = 980.6199 gals.).
 PU1758
 PU1758.The modeled gravity was interpolated from observed gravity values.
 PU1758
 PU1758;                    North         East    Units  Estimated Accuracy
 PU1758;SPC SD N     -   105,730.      294,940.      MT  (+/- 180 meters Scaled)
 PU1758
 PU1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909524(NAD 83)
 PU1758
 PU1758                          SUPERSEDED SURVEY CONTROL
 PU1758
 PU1758  NAVD 88 (04/17/07)  938.627  (m)         3079.48   (f) SUPERSEDED  3 0
 PU1758
 PU1758.Superseded values are not recommended for survey control.
 PU1758
 PU1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1758.See file dsdata.pdf to determine how the superseded data were derived.
 PU1758
 PU1758_MARKER: DB = BENCH MARK DISK
 PU1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1758_STAMPING: 1903 DW RESET 1966
 PU1758_MARK LOGO: USGS
 PU1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1758+STABILITY: SURFACE MOTION
 PU1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1758+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1758
 PU1758  HISTORY     - Date     Condition        Report By
 PU1758  HISTORY     - 1903     MONUMENTED       USGS
 PU1758  HISTORY     - 1966     GOOD             CGS
 PU1758  HISTORY     - 1966     GOOD             CGS
 PU1758  HISTORY     - 19980920 GOOD             NGS
 PU1758
 PU1758                          STATION DESCRIPTION
 PU1758
 PU1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PU1758'3.5 MI N FROM BELLE FOURCHE.
 PU1758'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1758'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1758'27, T 9 N, R 2 E, 300 FEET SOUTH OF A ROAD LEADING TO A MISSILE
 PU1758'SITE, ABOUT 200 FEET EAST OF NEW U.S. HIGHWAY 85, 75 FEET EAST OF
 PU1758'THE CENTER OF OLD U.S. HIGHWAY 85, 2 FEET SOUTH OF A METAL WITNESS
 PU1758'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 PU1758'3 INCHES.  NOTE-- THIS MARK WAS MOVED 109.5 FEET EAST-NORTHEAST,
 PU1758'MAGNETIC COMPASS BEARING 58 DEGREES.
 PU1758
 PU1758                          STATION RECOVERY (1966)
 PU1758
 PU1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 PU1758'RECOVERED IN GOOD CONDITION.
 PU1758
 PU1758                          STATION RECOVERY (1998)
 PU1758
 PU1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1758'4.3 KM (2.65 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1758'U.S. HIGHWAY 212 IN BELLE FOURCHE, 413.0 M (1355.0 FT) NORTH OF
 PU1758'MILEPOST 59, 54.6 M (179.1 FT) EAST OF THE HIGHWAY CENTERLINE, 23.4 M
 PU1758'(76.8 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0 FT) SOUTHWEST OF A
 PU1758'WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT
 PU1758'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 PU1758'IS ON PROPERTY OWNED BY GARY RUZICKA, HC 64, BOX 33, BELLE FOURCHE, SD
 PU1758'57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0164 ***********************************************************************
 PR0164  DESIGNATION -  31 A
 PR0164  PID         -  PR0164
 PR0164  STATE/COUNTY-  SD/MOODY
 PR0164  COUNTRY     -  US
 PR0164  USGS QUAD   -  FLANDREAU (2017)
 PR0164
 PR0164                         *CURRENT SURVEY CONTROL
 PR0164  ______________________________________________________________________
 PR0164* NAD 83(1986) POSITION- 44 05 39.     (N) 096 35 14.     (W)   SCALED
 PR0164* NAVD 88 ORTHO HEIGHT -   494.676 (meters)     1622.95  (feet) ADJUSTED
 PR0164  ______________________________________________________________________
 PR0164  GEOID HEIGHT    -        -25.951 (meters)                     GEOID18
 PR0164  DYNAMIC HEIGHT  -        494.565 (meters)     1622.59  (feet) COMP
 PR0164  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 PR0164
 PR0164  VERT ORDER      -  SECOND    CLASS 0
 PR0164
 PR0164.The horizontal coordinates were scaled from a map and have
 PR0164.an estimated accuracy of +/- 6 seconds.
 PR0164
 PR0164.The orthometric height was determined by differential leveling and
 PR0164.adjusted by the NATIONAL GEODETIC SURVEY
 PR0164.in June 1991.
 PR0164
 PR0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0164.GEOID18 height accuracy estimate available here.
 PR0164
 PR0164.Click photographs - Photos may exist for this station.
 PR0164
 PR0164.The dynamic height is computed by dividing the NAVD 88
 PR0164.geopotential number by the normal gravity value computed on the
 PR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0164.degrees latitude (g = 980.6199 gals.).
 PR0164
 PR0164.The modeled gravity was interpolated from observed gravity values.
 PR0164
 PR0164;                    North         East    Units  Estimated Accuracy
 PR0164;SPC SD S     -   202,380.      899,870.      MT  (+/- 180 meters Scaled)
 PR0164
 PR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP931851(NAD 83)
 PR0164
 PR0164                          SUPERSEDED SURVEY CONTROL
 PR0164
 PR0164  NGVD 29 (??/??/92)  494.420  (m)         1622.11   (f) ADJ UNCH    2 0
 PR0164
 PR0164.Superseded values are not recommended for survey control.
 PR0164
 PR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0164.See file dsdata.pdf to determine how the superseded data were derived.
 PR0164
 PR0164_MARKER: DD = SURVEY DISK
 PR0164_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0164_STAMPING: 31 A
 PR0164_MARK LOGO: CGS+SS
 PR0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0164
 PR0164  HISTORY     - Date     Condition        Report By
 PR0164  HISTORY     - 1934     MONUMENTED       SDGS
 PR0164  HISTORY     - 1962     GOOD             CGS
 PR0164  HISTORY     - 1969     MARK NOT FOUND   USGS
 PR0164
 PR0164                          STATION DESCRIPTION
 PR0164
 PR0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0164'4.2 MI N FROM FLANDREAU.
 PR0164'4.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM FLANDREAU, MOODY
 PR0164'COUNTY, ABOUT 7.1 MILES SOUTH OF THE COUNTY LINE, 3 FEET SOUTH
 PR0164'OF A FENCE SURROUNDING THE NORTH BOUNDARY OF A FARMSTEAD OWNED
 PR0164'BY MINNIE B. RICHARDSON, IN THE NORTHEAST 1/4 OF SECTION 9,
 PR0164'FLANDREAU TWP., R. 48 W., AND 83 FEET WEST OF THE HIGHWAY.
 PR0164'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 PR0164'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  AT THE NORTH SIDE OF
 PR0164'A FARMYARD, JUST SOUTH OF A JOG IN THE RIGHT-OF-WAY FENCE LINE
 PR0164'AND 1 1/2 FEET SOUTHWEST OF A CORNER POST.
 PR0164
 PR0164                          STATION RECOVERY (1969)
 PR0164
 PR0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PR0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0868 ***********************************************************************
 PU0868  DESIGNATION -  31 WPM
 PU0868  PID         -  PU0868
 PU0868  STATE/COUNTY-  SD/MEADE
 PU0868  COUNTRY     -  US
 PU0868  USGS QUAD   -  FAIRPOINT (2017)
 PU0868
 PU0868                         *CURRENT SURVEY CONTROL
 PU0868  ______________________________________________________________________
 PU0868* NAD 83(1986) POSITION- 44 43 18.     (N) 102 47 47.     (W)   SCALED
 PU0868* NAVD 88 ORTHO HEIGHT -   906.861 (meters)     2975.26  (feet) ADJUSTED
 PU0868  ______________________________________________________________________
 PU0868  GEOID HEIGHT    -        -17.711 (meters)                     GEOID18
 PU0868  DYNAMIC HEIGHT  -        906.637 (meters)     2974.52  (feet) COMP
 PU0868  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 PU0868
 PU0868  VERT ORDER      -  SECOND    CLASS 0
 PU0868
 PU0868.The horizontal coordinates were scaled from a map and have
 PU0868.an estimated accuracy of +/- 6 seconds.
 PU0868
 PU0868.The orthometric height was determined by differential leveling and
 PU0868.adjusted by the NATIONAL GEODETIC SURVEY
 PU0868.in June 1991.
 PU0868
 PU0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0868.GEOID18 height accuracy estimate available here.
 PU0868
 PU0868.Click photographs - Photos may exist for this station.
 PU0868
 PU0868.The dynamic height is computed by dividing the NAVD 88
 PU0868.geopotential number by the normal gravity value computed on the
 PU0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0868.degrees latitude (g = 980.6199 gals.).
 PU0868
 PU0868.The modeled gravity was interpolated from observed gravity values.
 PU0868
 PU0868;                    North         East    Units  Estimated Accuracy
 PU0868;SPC SD N     -   102,540.      378,500.      MT  (+/- 180 meters Scaled)
 PU0868
 PU0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK745543(NAD 83)
 PU0868
 PU0868                          SUPERSEDED SURVEY CONTROL
 PU0868
 PU0868  NGVD 29 (??/??/92)  906.392  (m)         2973.72   (f) ADJ UNCH    2 0
 PU0868
 PU0868.Superseded values are not recommended for survey control.
 PU0868
 PU0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0868.See file dsdata.pdf to determine how the superseded data were derived.
 PU0868
 PU0868_MARKER: DD = SURVEY DISK
 PU0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0868_STAMPING: 2974 31 WPM 1958
 PU0868_MARK LOGO: USGS
 PU0868_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0868+STABILITY: SURFACE MOTION
 PU0868
 PU0868  HISTORY     - Date     Condition        Report By
 PU0868  HISTORY     - 1958     MONUMENTED       USGS
 PU0868  HISTORY     - 1962     GOOD             CGS
 PU0868
 PU0868                          STATION DESCRIPTION
 PU0868
 PU0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0868'1.9 MI S FROM FAIRPOINT.
 PU0868'1.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0868'37 FEET EAST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTH OF A
 PU0868'TELEPHONE POLE, 14 FEET NORTH OF A FENCE POST MARKED B M 2974,
 PU0868'1.3 FEET WEST OF A FENCE, 1.1 FEET WEST OF A WITNESS POST, ABOUT
 PU0868'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0868'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0276 ***********************************************************************
 OR0276  DESIGNATION -  312/1 BOLT
 OR0276  PID         -  OR0276
 OR0276  STATE/COUNTY-  SD/GREGORY
 OR0276  COUNTRY     -  US
 OR0276  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0276
 OR0276                         *CURRENT SURVEY CONTROL
 OR0276  ______________________________________________________________________
 OR0276* NAD 83(1986) POSITION- 43 03 14.     (N) 098 33 45.     (W)   SCALED
 OR0276* NAVD 88 ORTHO HEIGHT -   390.952 (meters)     1282.65  (feet) ADJUSTED
 OR0276  ______________________________________________________________________
 OR0276  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 OR0276  DYNAMIC HEIGHT  -        390.820 (meters)     1282.22  (feet) COMP
 OR0276  MODELED GRAVITY -    980,272.2   (mgal)                       NAVD 88
 OR0276
 OR0276  VERT ORDER      -  FIRST     CLASS II
 OR0276
 OR0276.The horizontal coordinates were scaled from a map and have
 OR0276.an estimated accuracy of +/- 6 seconds.
 OR0276
 OR0276.The orthometric height was determined by differential leveling and
 OR0276.adjusted by the NATIONAL GEODETIC SURVEY
 OR0276.in June 1991.
 OR0276
 OR0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0276.GEOID18 height accuracy estimate available here.
 OR0276
 OR0276.Click photographs - Photos may exist for this station.
 OR0276
 OR0276.The dynamic height is computed by dividing the NAVD 88
 OR0276.geopotential number by the normal gravity value computed on the
 OR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0276.degrees latitude (g = 980.6199 gals.).
 OR0276
 OR0276.The modeled gravity was interpolated from observed gravity values.
 OR0276
 OR0276;                    North         East    Units  Estimated Accuracy
 OR0276;SPC SD S     -    81,590.      744,250.      MT  (+/- 180 meters Scaled)
 OR0276
 OR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN356668(NAD 83)
 OR0276
 OR0276                          SUPERSEDED SURVEY CONTROL
 OR0276
 OR0276  NGVD 29 (??/??/92)  390.648  (m)         1281.65   (f) ADJ UNCH    1 2
 OR0276
 OR0276.Superseded values are not recommended for survey control.
 OR0276
 OR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0276.See file dsdata.pdf to determine how the superseded data were derived.
 OR0276
 OR0276_MARKER: B = BOLT
 OR0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OR0276_SP_SET: STONE
 OR0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0276
 OR0276  HISTORY     - Date     Condition        Report By
 OR0276  HISTORY     - UNK      MONUMENTED       MORC
 OR0276  HISTORY     - 1949     GOOD             CGS
 OR0276  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0276
 OR0276                          STATION DESCRIPTION
 OR0276
 OR0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0276'22.4 MI E FROM FAIRFAX.
 OR0276'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0276'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9
 OR0276'MILES EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG
 OR0276'A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OR0276'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 OR0276'NORTH ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES EAST ALONG A
 OR0276'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT
 OR0276'ROAD, THENCE 1.8 MILES EASTERLY ALONG A GRADED DIRT ROAD, THENCE
 OR0276'2.2 MILES NORTHEASTERLY ALONG A GRADED DIRT ROAD, THENCE 0.8
 OR0276'MILE NORTH ALONG A DIRT TRACK ROAD, ABOUT 0.2 MILE SOUTH OF THE
 OR0276'SOUTH BANK OF THE MISSOURI RIVER, 163.0 FEET EAST OF A NORTH-SOUTH
 OR0276'FENCE, 24.0 FEET SOUTH OF AN EAST-WEST TRACK ROAD, 1.2 FEET EAST
 OR0276'OF A REFERENCE POST.  THE TOP OF A STONE 18-INCHES SQUARE AND
 OR0276'SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 OR0276'PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.  NOTE-- THE
 OR0276'COPPER BOLT WHICH WAS ORIGINALLY SET IN THE TOP OF THE STONE WAS
 OR0276'FOUND TO BE MISSING.  THE ROD WAS HELD ON THE TOP OF THE HOLE IN
 OR0276'THE STONE WHERE THE BOLT WAS ORIGINALLY.
 OR0276
 OR0276                          STATION RECOVERY (2013)
 OR0276
 OR0276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0274 ***********************************************************************
 OR0274  DESIGNATION -  312/1 CAP
 OR0274  PID         -  OR0274
 OR0274  STATE/COUNTY-  SD/GREGORY
 OR0274  COUNTRY     -  US
 OR0274  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0274
 OR0274                         *CURRENT SURVEY CONTROL
 OR0274  ______________________________________________________________________
 OR0274* NAD 83(1986) POSITION- 43 03 13.     (N) 098 33 49.     (W)   SCALED
 OR0274* NAVD 88 ORTHO HEIGHT -   392.197 (meters)     1286.73  (feet) ADJUSTED
 OR0274  ______________________________________________________________________
 OR0274  GEOID HEIGHT    -        -26.222 (meters)                     GEOID18
 OR0274  DYNAMIC HEIGHT  -        392.064 (meters)     1286.30  (feet) COMP
 OR0274  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 OR0274
 OR0274  VERT ORDER      -  FIRST     CLASS II
 OR0274
 OR0274.The horizontal coordinates were scaled from a map and have
 OR0274.an estimated accuracy of +/- 6 seconds.
 OR0274
 OR0274.The orthometric height was determined by differential leveling and
 OR0274.adjusted by the NATIONAL GEODETIC SURVEY
 OR0274.in June 1991.
 OR0274
 OR0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0274.GEOID18 height accuracy estimate available here.
 OR0274
 OR0274.Click photographs - Photos may exist for this station.
 OR0274
 OR0274.The dynamic height is computed by dividing the NAVD 88
 OR0274.geopotential number by the normal gravity value computed on the
 OR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0274.degrees latitude (g = 980.6199 gals.).
 OR0274
 OR0274.The modeled gravity was interpolated from observed gravity values.
 OR0274
 OR0274;                    North         East    Units  Estimated Accuracy
 OR0274;SPC SD S     -    81,550.      744,160.      MT  (+/- 180 meters Scaled)
 OR0274
 OR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN355668(NAD 83)
 OR0274
 OR0274                          SUPERSEDED SURVEY CONTROL
 OR0274
 OR0274  NGVD 29 (??/??/92)  391.892  (m)         1285.73   (f) ADJ UNCH    1 2
 OR0274
 OR0274.Superseded values are not recommended for survey control.
 OR0274
 OR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0274.See file dsdata.pdf to determine how the superseded data were derived.
 OR0274
 OR0274_MARKER: P = PIPE CAP
 OR0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0274_MARK LOGO: MORC
 OR0274_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0274
 OR0274  HISTORY     - Date     Condition        Report By
 OR0274  HISTORY     - UNK      MONUMENTED       MORC
 OR0274  HISTORY     - 1946     GOOD             CGS
 OR0274  HISTORY     - 1949     GOOD             CGS
 OR0274  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0274
 OR0274                          STATION DESCRIPTION
 OR0274
 OR0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0274'22.4 MI E FROM FAIRFAX.
 OR0274'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG MAIN
 OR0274'STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281, THENCE
 OR0274'EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST 0.2 MILE
 OR0274'ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED
 OR0274'DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT ROAD, THENCE
 OR0274'NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 4.0 MILES ALONG
 OR0274'A GRADED DIRT ROAD, THENCE SOUTH 1.2 MILES ALONG A GRADED DIRT
 OR0274'ROAD, THENCE EASTERLY 1.8 MILES ALONG A GRADED DIRT ROAD, THENCE
 OR0274'NORTHEASTERLY 2.2 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 0.8
 OR0274'MILE ALONG A DIRT TRACK ROAD TO SITE OF MARK, BENCH MARK IS IN
 OR0274'A PASTURE ABOUT 0.2 MILE SOUTH OF THE SOUTH BANK OF THE MISSOURI
 OR0274'RIVER, 163.0 FEET EAST OF A NORTH-SOUTH FENCE LINE, 24.0 FEET
 OR0274'SOUTH OF A TRACK ROAD AND 1.0 FOOT EAST OF A WHITE 2 IN X 4 IN
 OR0274'MARKER POST.  IRON CAP ON TOP OF A FOUR INCH IRON PIPE PROJECTING
 OR0274'ABOUT EIGHT INCHES ABOVE GROUND.
 OR0274
 OR0274                          STATION RECOVERY (1949)
 OR0274
 OR0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0274'RECOVERED IN GOOD CONDITION.
 OR0274
 OR0274                          STATION RECOVERY (2013)
 OR0274
 OR0274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0013 ***********************************************************************
 PV0013  DESIGNATION -  3178 DW
 PV0013  PID         -  PV0013
 PV0013  STATE/COUNTY-  SD/BUTTE
 PV0013  COUNTRY     -  US
 PV0013  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0013
 PV0013                         *CURRENT SURVEY CONTROL
 PV0013  ______________________________________________________________________
 PV0013* NAD 83(1986) POSITION- 44 48 08.     (N) 104 02 30.     (W)   SCALED
 PV0013* NAVD 88 ORTHO HEIGHT -   969.929 (meters)     3182.18  (feet) ADJUSTED
 PV0013  ______________________________________________________________________
 PV0013  GEOID HEIGHT    -        -15.147 (meters)                     GEOID18
 PV0013  DYNAMIC HEIGHT  -        969.672 (meters)     3181.33  (feet) COMP
 PV0013  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 PV0013
 PV0013  VERT ORDER      -  SECOND    CLASS 0
 PV0013
 PV0013.The horizontal coordinates were scaled from a map and have
 PV0013.an estimated accuracy of +/- 6 seconds.
 PV0013
 PV0013.The orthometric height was determined by differential leveling and
 PV0013.adjusted by the NATIONAL GEODETIC SURVEY
 PV0013.in June 1991.
 PV0013
 PV0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0013.GEOID18 height accuracy estimate available here.
 PV0013
 PV0013.Click photographs - Photos may exist for this station.
 PV0013
 PV0013.The dynamic height is computed by dividing the NAVD 88
 PV0013.geopotential number by the normal gravity value computed on the
 PV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0013.degrees latitude (g = 980.6199 gals.).
 PV0013
 PV0013.The modeled gravity was interpolated from observed gravity values.
 PV0013
 PV0013;                    North         East    Units  Estimated Accuracy
 PV0013;SPC SD N     -   115,650.      280,380.      MT  (+/- 180 meters Scaled)
 PV0013
 PV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK757614(NAD 83)
 PV0013
 PV0013                          SUPERSEDED SURVEY CONTROL
 PV0013
 PV0013  NGVD 29 (??/??/92)  969.43   (m)         3180.5    (f) COMPUTED    2 0
 PV0013
 PV0013.Superseded values are not recommended for survey control.
 PV0013
 PV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0013.See file dsdata.pdf to determine how the superseded data were derived.
 PV0013
 PV0013_MARKER: P = PIPE CAP
 PV0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0013_STAMPING: 3178 DW
 PV0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0013
 PV0013  HISTORY     - Date     Condition        Report By
 PV0013  HISTORY     - UNK      MONUMENTED       USGS
 PV0013  HISTORY     - 1934     GOOD             CGS
 PV0013
 PV0013                          STATION DESCRIPTION
 PV0013
 PV0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0013'13.3 MI NW FROM BELLE FOURCHE.
 PV0013'13.3 MILES NORTHWEST FROM CENTER OF TOWN BY HIGHWAY.  ALONG STATE
 PV0013'HIGHWAY 30, BETWEEN BELLE FOURCHE, SOUTH DAKOTA, AND ALZADA,
 PV0013'MONTANA, 0.95 MILE SOUTHEAST OF PLACE WHERE HIGHWAY CROSSES
 PV0013'THE WYOMING-SOUTH DAKOTA STATE LINE, IN A FLAT FIELD 160 FEET
 PV0013'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0014 ***********************************************************************
 PV0014  DESIGNATION -  3178 DW RESET
 PV0014  PID         -  PV0014
 PV0014  STATE/COUNTY-  SD/BUTTE
 PV0014  COUNTRY     -  US
 PV0014  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0014
 PV0014                         *CURRENT SURVEY CONTROL
 PV0014  ______________________________________________________________________
 PV0014* NAD 83(1986) POSITION- 44 48 07.     (N) 104 02 29.     (W)   SCALED
 PV0014* NAVD 88 ORTHO HEIGHT -   969.918 (meters)     3182.14  (feet) ADJUSTED
 PV0014  ______________________________________________________________________
 PV0014  GEOID HEIGHT    -        -15.147 (meters)                     GEOID18
 PV0014  DYNAMIC HEIGHT  -        969.661 (meters)     3181.30  (feet) COMP
 PV0014  MODELED GRAVITY -    980,319.5   (mgal)                       NAVD 88
 PV0014
 PV0014  VERT ORDER      -  SECOND    CLASS 0
 PV0014
 PV0014.The horizontal coordinates were scaled from a map and have
 PV0014.an estimated accuracy of +/- 6 seconds.
 PV0014
 PV0014.The orthometric height was determined by differential leveling and
 PV0014.adjusted by the NATIONAL GEODETIC SURVEY
 PV0014.in June 1991.
 PV0014
 PV0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0014.GEOID18 height accuracy estimate available here.
 PV0014
 PV0014.Click photographs - Photos may exist for this station.
 PV0014
 PV0014.The dynamic height is computed by dividing the NAVD 88
 PV0014.geopotential number by the normal gravity value computed on the
 PV0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0014.degrees latitude (g = 980.6199 gals.).
 PV0014
 PV0014.The modeled gravity was interpolated from observed gravity values.
 PV0014
 PV0014;                    North         East    Units  Estimated Accuracy
 PV0014;SPC SD N     -   115,610.      280,400.      MT  (+/- 180 meters Scaled)
 PV0014
 PV0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK758613(NAD 83)
 PV0014
 PV0014                          SUPERSEDED SURVEY CONTROL
 PV0014
 PV0014  NGVD 29 (??/??/92)  969.44   (m)         3180.6    (f) COMPUTED    2 0
 PV0014
 PV0014.Superseded values are not recommended for survey control.
 PV0014
 PV0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0014.See file dsdata.pdf to determine how the superseded data were derived.
 PV0014
 PV0014_MARKER: DD = SURVEY DISK
 PV0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0014_SP_SET: CULVERT
 PV0014_STAMPING: 3178 DW RESET 1948
 PV0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0014
 PV0014  HISTORY     - Date     Condition        Report By
 PV0014  HISTORY     - 1948     MONUMENTED       USGS
 PV0014  HISTORY     - 1962     GOOD             CGS
 PV0014  HISTORY     - 19951002 MARK NOT FOUND   NGS
 PV0014
 PV0014                          STATION DESCRIPTION
 PV0014
 PV0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0014'12.1 MI NW FROM BELLE FOURCHE.
 PV0014'12.1 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PV0014'WITH U.S. HIGHWAY 85 AT BELLE FOURCHE, 3 POLES NORTHWEST OF
 PV0014'MILE POST NO. 167, 39.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PV0014'HIGHWAY, 84 FEET NORTHEAST OF THE NORTHEAST RAIL, 44 FEET
 PV0014'SOUTHEAST OF THE SOUTHEAST MOST OF TWO CULVERTS, 24 FEET NORTHWEST
 PV0014'OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WITNESS POST, A DISK
 PV0014'SET ON TOP OF A 2 FOOT PIPE FILLED WITH CONCRETE, ABOUT 4 FEET
 PV0014'LOWER THAN THE HIGHWAY.
 PV0014
 PV0014                          STATION RECOVERY (1995)
 PV0014
 PV0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PV0014'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0159 ***********************************************************************
 AI0159  DESIGNATION -  3194 DW
 AI0159  PID         -  AI0159
 AI0159  STATE/COUNTY-  SD/BUTTE
 AI0159  COUNTRY     -  US
 AI0159  USGS QUAD   -  TWO TOP BUTTE EAST (2017)
 AI0159
 AI0159                         *CURRENT SURVEY CONTROL
 AI0159  ______________________________________________________________________
 AI0159* NAD 83(1986) POSITION- 44 57 07.     (N) 103 35 14.     (W)   SCALED
 AI0159* NAVD 88 ORTHO HEIGHT -   974.404 (meters)     3196.86  (feet) ADJUSTED
 AI0159  ______________________________________________________________________
 AI0159  GEOID HEIGHT    -        -16.167 (meters)                     GEOID18
 AI0159  DYNAMIC HEIGHT  -        974.159 (meters)     3196.05  (feet) COMP
 AI0159  MODELED GRAVITY -    980,331.6   (mgal)                       NAVD 88
 AI0159
 AI0159  VERT ORDER      -  FIRST     CLASS II
 AI0159
 AI0159.The horizontal coordinates were scaled from a map and have
 AI0159.an estimated accuracy of +/- 6 seconds.
 AI0159
 AI0159.The orthometric height was determined by differential leveling and
 AI0159.adjusted by the NATIONAL GEODETIC SURVEY
 AI0159.in April 2000.
 AI0159
 AI0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0159.GEOID18 height accuracy estimate available here.
 AI0159
 AI0159.Click photographs - Photos may exist for this station.
 AI0159
 AI0159.The dynamic height is computed by dividing the NAVD 88
 AI0159.geopotential number by the normal gravity value computed on the
 AI0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0159.degrees latitude (g = 980.6199 gals.).
 AI0159
 AI0159.The modeled gravity was interpolated from observed gravity values.
 AI0159
 AI0159;                    North         East    Units  Estimated Accuracy
 AI0159;SPC SD N     -   130,570.      317,030.      MT  (+/- 180 meters Scaled)
 AI0159
 AI0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK114785(NAD 83)
 AI0159
 AI0159                          SUPERSEDED SURVEY CONTROL
 AI0159
 AI0159.No superseded survey control is available for this station.
 AI0159
 AI0159_MARKER: P = PIPE CAP
 AI0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI0159_STAMPING: 3194 DW 1904
 AI0159_MARK LOGO: USGS
 AI0159_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0159+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2008
 AI0159
 AI0159  HISTORY     - Date     Condition        Report By
 AI0159  HISTORY     - 1904     MONUMENTED       USGS
 AI0159  HISTORY     - 19980928 GOOD             NGS
 AI0159  HISTORY     - 20080417 GOOD             INDIV
 AI0159
 AI0159                          STATION DESCRIPTION
 AI0159
 AI0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0159'35.8 KM (22.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0159'OF COUNTY ROAD 732 IN REDIG, 568.0 M (1863.5 FT) NORTHEAST OF MILEPOST
 AI0159'82, 74.9 M (245.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 58.0 M
 AI0159'(190.3 FT) EAST OF THE CENTER OF A GATE, 44.5 M (146.0 FT) SOUTHEAST
 AI0159'OF A WITNESS POST AND FENCE, 28.8 M (94.5 FT) SOUTHEAST OF A SECTION
 AI0159'CORNER, 4.4 M (14.4 FT) WEST OF THE CENTER OF A GATE, 2.5 M (8.2 FT)
 AI0159'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 AI0159'NOTE--THE PROPERTY OWNER IS UNKNOWN.  SHALLOW-SET PIPE SET TO AN
 AI0159'UNKNOWN DEPTH AND PROJECTING 10 CM ABOVE THE GROUND.
 AI0159
 AI0159                          STATION RECOVERY (2008)
 AI0159
 AI0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ML)
 AI0159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0163 ***********************************************************************
 PR0163  DESIGNATION -  32 A
 PR0163  PID         -  PR0163
 PR0163  STATE/COUNTY-  SD/MOODY
 PR0163  COUNTRY     -  US
 PR0163  USGS QUAD   -  FLANDREAU (2017)
 PR0163
 PR0163                         *CURRENT SURVEY CONTROL
 PR0163  ______________________________________________________________________
 PR0163* NAD 83(1986) POSITION- 44 05 16.     (N) 096 35 14.     (W)   SCALED
 PR0163* NAVD 88 ORTHO HEIGHT -   493.203 (meters)     1618.12  (feet) ADJUSTED
 PR0163  ______________________________________________________________________
 PR0163  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 PR0163  DYNAMIC HEIGHT  -        493.092 (meters)     1617.75  (feet) COMP
 PR0163  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 PR0163
 PR0163  VERT ORDER      -  SECOND    CLASS 0
 PR0163
 PR0163.The horizontal coordinates were scaled from a map and have
 PR0163.an estimated accuracy of +/- 6 seconds.
 PR0163
 PR0163.The orthometric height was determined by differential leveling and
 PR0163.adjusted by the NATIONAL GEODETIC SURVEY
 PR0163.in June 1991.
 PR0163
 PR0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0163.GEOID18 height accuracy estimate available here.
 PR0163
 PR0163.Click photographs - Photos may exist for this station.
 PR0163
 PR0163.The dynamic height is computed by dividing the NAVD 88
 PR0163.geopotential number by the normal gravity value computed on the
 PR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0163.degrees latitude (g = 980.6199 gals.).
 PR0163
 PR0163.The modeled gravity was interpolated from observed gravity values.
 PR0163
 PR0163;                    North         East    Units  Estimated Accuracy
 PR0163;SPC SD S     -   201,670.      899,900.      MT  (+/- 180 meters Scaled)
 PR0163
 PR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP931844(NAD 83)
 PR0163
 PR0163                          SUPERSEDED SURVEY CONTROL
 PR0163
 PR0163  NGVD 29 (??/??/92)  492.947  (m)         1617.28   (f) ADJ UNCH    2 0
 PR0163
 PR0163.Superseded values are not recommended for survey control.
 PR0163
 PR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0163.See file dsdata.pdf to determine how the superseded data were derived.
 PR0163
 PR0163_MARKER: DD = SURVEY DISK
 PR0163_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0163_STAMPING: 32 A
 PR0163_MARK LOGO: CGS+SS
 PR0163_PROJECTION: FLUSH
 PR0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0163
 PR0163  HISTORY     - Date     Condition        Report By
 PR0163  HISTORY     - 1934     MONUMENTED       SDGS
 PR0163  HISTORY     - 1962     MARK NOT FOUND   CGS
 PR0163
 PR0163                          STATION DESCRIPTION
 PR0163
 PR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0163'3.8 MI N FROM FLANDREAU.
 PR0163'3.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM FLANDREAU, MOODY
 PR0163'COUNTY, SLIGHTLY SOUTH OF A 1/2-MILE ROAD WEST OF STATE HIGHWAY
 PR0163'13, ON THE TOP OF A KNOLL HAVING A HIGHWAY CUT, AT THE NORTHEAST
 PR0163'CORNER OF THE SOUTHEAST 1/4 OF SECTION 9, FLANDREAU TWP., R. 48
 PR0163'W., AND ABOUT 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 PR0163'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 PR0163'ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0362 ***********************************************************************
 OT0362  DESIGNATION -  3225
 OT0362  PID         -  OT0362
 OT0362  STATE/COUNTY-  SD/FALL RIVER
 OT0362  COUNTRY     -  US
 OT0362  USGS QUAD   -  HOT SPRINGS (2017)
 OT0362
 OT0362                         *CURRENT SURVEY CONTROL
 OT0362  ______________________________________________________________________
 OT0362* NAD 83(1986) POSITION- 43 24 09.     (N) 103 24 24.     (W)   SCALED
 OT0362* NAVD 88 ORTHO HEIGHT -   984.181 (meters)     3228.93  (feet) POSTED
 OT0362  ______________________________________________________________________
 OT0362  GEOID HEIGHT    -        -15.963 (meters)                     GEOID18
 OT0362  DYNAMIC HEIGHT  -        983.79  (meters)     3227.7   (feet) COMP
 OT0362  MODELED GRAVITY -    980,183.9   (mgal)                       NAVD 88
 OT0362
 OT0362  VERT ORDER      -  * POSTED, SEE BELOW
 OT0362
 OT0362.The horizontal coordinates were scaled from a map and have
 OT0362.an estimated accuracy of +/- 6 seconds.
 OT0362
 OT0362.The orthometric height was determined by differential leveling
 OT0362.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0362
 OT0362.* This is a POSTED BENCH MARK height.
 OT0362
 OT0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0362.GEOID18 height accuracy estimate available here.
 OT0362
 OT0362.Click photographs - Photos may exist for this station.
 OT0362
 OT0362.The dynamic height is computed by dividing the NAVD 88
 OT0362.geopotential number by the normal gravity value computed on the
 OT0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0362.degrees latitude (g = 980.6199 gals.).
 OT0362
 OT0362.The modeled gravity was interpolated from observed gravity values.
 OT0362
 OT0362;                    North         East    Units  Estimated Accuracy
 OT0362;SPC SD S     -   123,380.      351,120.      MT  (+/- 180 meters Scaled)
 OT0362
 OT0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ290067(NAD 83)
 OT0362
 OT0362                          SUPERSEDED SURVEY CONTROL
 OT0362
 OT0362.No superseded survey control is available for this station.
 OT0362
 OT0362_MARKER: B = BOLT
 OT0362_SETTING: 66 = SET IN ROCK OUTCROP
 OT0362_STAMPING: DW 3225
 OT0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0362+STABILITY: POSITION/ELEVATION WELL
 OT0362
 OT0362  HISTORY     - Date     Condition        Report By
 OT0362  HISTORY     - 1898     MONUMENTED       USGS
 OT0362  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0362
 OT0362                          STATION DESCRIPTION
 OT0362
 OT0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0362'4 MI E FROM HOT SPRINGS.
 OT0362'4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0362'HOT SPRINGS, FALL RIVER COUNTY, ABOUT 450 FEET EAST OF A HIGHWAY
 OT0362'UNDERPASS, NORTH OF A CUT, 39 1/2 FEET NORTH OF THE CENTER LINE
 OT0362'OF THE TRACK, 22 1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, IN
 OT0362'THE TOP OF A ROCK LEDGE, AND ABOUT 15 FEET HIGHER THAN THE TRACK.
 OT0362'A COPPER PLUG.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1366 ***********************************************************************
 NM1366  DESIGNATION -  326/2 STONE
 NM1366  PID         -  NM1366
 NM1366  STATE/COUNTY-  SD/BON HOMME
 NM1366  COUNTRY     -  US
 NM1366  USGS QUAD   -  SPRINGFIELD (2017)
 NM1366
 NM1366                         *CURRENT SURVEY CONTROL
 NM1366  ______________________________________________________________________
 NM1366* NAD 83(1986) POSITION- 42 46 08.     (N) 097 59 14.     (W)   SCALED
 NM1366* NAVD 88 ORTHO HEIGHT -   379.293 (meters)     1244.40  (feet) ADJUSTED
 NM1366  ______________________________________________________________________
 NM1366  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 NM1366  DYNAMIC HEIGHT  -        379.171 (meters)     1244.00  (feet) COMP
 NM1366  MODELED GRAVITY -    980,288.1   (mgal)                       NAVD 88
 NM1366
 NM1366  VERT ORDER      -  SECOND    CLASS 0
 NM1366
 NM1366.The horizontal coordinates were scaled from a map and have
 NM1366.an estimated accuracy of +/- 6 seconds.
 NM1366
 NM1366.The orthometric height was determined by differential leveling and
 NM1366.adjusted by the NATIONAL GEODETIC SURVEY
 NM1366.in June 1991.
 NM1366
 NM1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1366.GEOID18 height accuracy estimate available here.
 NM1366
 NM1366.Click photographs - Photos may exist for this station.
 NM1366
 NM1366.The dynamic height is computed by dividing the NAVD 88
 NM1366.geopotential number by the normal gravity value computed on the
 NM1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1366.degrees latitude (g = 980.6199 gals.).
 NM1366
 NM1366.The modeled gravity was interpolated from observed gravity values.
 NM1366
 NM1366;                    North         East    Units  Estimated Accuracy
 NM1366;SPC SD S     -    51,100.      792,000.      MT  (+/- 180 meters Scaled)
 NM1366
 NM1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN828356(NAD 83)
 NM1366
 NM1366                          SUPERSEDED SURVEY CONTROL
 NM1366
 NM1366  NGVD 29 (??/??/92)  379.078  (m)         1243.69   (f) ADJ UNCH    2 0
 NM1366
 NM1366.Superseded values are not recommended for survey control.
 NM1366
 NM1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1366.See file dsdata.pdf to determine how the superseded data were derived.
 NM1366
 NM1366_MARKER: V = STONE MONUMENT
 NM1366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1366_SP_SET: STONE SQUARE
 NM1366_STAMPING: 362/2 MO RC 1934
 NM1366_PROJECTION: RECESSED 122 CENTIMETERS
 NM1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1366
 NM1366  HISTORY     - Date     Condition        Report By
 NM1366  HISTORY     - 1934     MONUMENTED       MORC
 NM1366  HISTORY     - 1949     GOOD             CGS
 NM1366
 NM1366                          STATION DESCRIPTION
 NM1366
 NM1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1366'AT RUNNING WATER.
 NM1366'AT RUNNING WATER, ABOUT 530 YARDS WEST OF THE POST OFFICE,
 NM1366'ABOUT 300 YARDS WEST OF STATE HIGHWAY NO. 37, 100 FEET WEST
 NM1366'OF THE WEST BANK OF A RAVINE, 40 FEET NORTH OF THE NORTH BANK
 NM1366'OF THE MISSOURI RIVER, THE TOP OF AN 18 INCH SQUARE LIMESTONE,
 NM1366'BURIED ABOUT 4.0 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 NM1366'THROUGH A 4 INCH IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 NM1366'IRON CAP AND PROJECTING ABOUT 1.0 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1368 ***********************************************************************
 NM1368  DESIGNATION -  326/3 BOLT
 NM1368  PID         -  NM1368
 NM1368  STATE/COUNTY-  SD/BON HOMME
 NM1368  COUNTRY     -  US
 NM1368  USGS QUAD   -  SPRINGFIELD (2017)
 NM1368
 NM1368                         *CURRENT SURVEY CONTROL
 NM1368  ______________________________________________________________________
 NM1368* NAD 83(1986) POSITION- 42 46 16.     (N) 097 58 53.     (W)   SCALED
 NM1368* NAVD 88 ORTHO HEIGHT -   382.235 (meters)     1254.05  (feet) ADJUSTED
 NM1368  ______________________________________________________________________
 NM1368  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 NM1368  DYNAMIC HEIGHT  -        382.112 (meters)     1253.65  (feet) COMP
 NM1368  MODELED GRAVITY -    980,287.4   (mgal)                       NAVD 88
 NM1368
 NM1368  VERT ORDER      -  SECOND    CLASS 0
 NM1368
 NM1368.The horizontal coordinates were scaled from a map and have
 NM1368.an estimated accuracy of +/- 6 seconds.
 NM1368
 NM1368.The orthometric height was determined by differential leveling and
 NM1368.adjusted by the NATIONAL GEODETIC SURVEY
 NM1368.in June 1991.
 NM1368
 NM1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1368.GEOID18 height accuracy estimate available here.
 NM1368
 NM1368.Click photographs - Photos may exist for this station.
 NM1368
 NM1368.The dynamic height is computed by dividing the NAVD 88
 NM1368.geopotential number by the normal gravity value computed on the
 NM1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1368.degrees latitude (g = 980.6199 gals.).
 NM1368
 NM1368.The modeled gravity was interpolated from observed gravity values.
 NM1368
 NM1368;                    North         East    Units  Estimated Accuracy
 NM1368;SPC SD S     -    51,360.      792,470.      MT  (+/- 180 meters Scaled)
 NM1368
 NM1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN833359(NAD 83)
 NM1368
 NM1368                          SUPERSEDED SURVEY CONTROL
 NM1368
 NM1368  NGVD 29 (??/??/92)  382.019  (m)         1253.34   (f) ADJ UNCH    2 0
 NM1368
 NM1368.Superseded values are not recommended for survey control.
 NM1368
 NM1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1368.See file dsdata.pdf to determine how the superseded data were derived.
 NM1368
 NM1368_MARKER: B = BOLT
 NM1368_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1368_SP_SET: STONE SQUARE
 NM1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1368
 NM1368  HISTORY     - Date     Condition        Report By
 NM1368  HISTORY     - UNK      MONUMENTED       MORC
 NM1368  HISTORY     - 1934     GOOD             CGS
 NM1368
 NM1368                          STATION DESCRIPTION
 NM1368
 NM1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1368'AT RUNNING WATER.
 NM1368'U.S.B.M. 326/3 IS LOCATED AT RUNNING WATER, 253 YARDS EAST OF
 NM1368'STATE HWY. 37, 151 FEET NORTHWEST OF POST OFFICE, 59.8 FEET
 NM1368'EAST OF EAST SIDE OF CONCRETE FOUNDATION OF STORE, 36 FEET EAST
 NM1368'OF CENTERLINE OF STREET.  A 4 1/2 INCH IRON PIPE WITH CAP
 NM1368'14 IN HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1367 ***********************************************************************
 NM1367  DESIGNATION -  326/3 CAP
 NM1367  PID         -  NM1367
 NM1367  STATE/COUNTY-  SD/BON HOMME
 NM1367  COUNTRY     -  US
 NM1367  USGS QUAD   -  SPRINGFIELD (2017)
 NM1367
 NM1367                         *CURRENT SURVEY CONTROL
 NM1367  ______________________________________________________________________
 NM1367* NAD 83(1986) POSITION- 42 46 15.     (N) 097 58 53.     (W)   SCALED
 NM1367* NAVD 88 ORTHO HEIGHT -   383.614 (meters)     1258.57  (feet) ADJUSTED
 NM1367  ______________________________________________________________________
 NM1367  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 NM1367  DYNAMIC HEIGHT  -        383.490 (meters)     1258.17  (feet) COMP
 NM1367  MODELED GRAVITY -    980,287.4   (mgal)                       NAVD 88
 NM1367
 NM1367  VERT ORDER      -  SECOND    CLASS 0
 NM1367
 NM1367.The horizontal coordinates were scaled from a map and have
 NM1367.an estimated accuracy of +/- 6 seconds.
 NM1367
 NM1367.The orthometric height was determined by differential leveling and
 NM1367.adjusted by the NATIONAL GEODETIC SURVEY
 NM1367.in June 1991.
 NM1367
 NM1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1367.GEOID18 height accuracy estimate available here.
 NM1367
 NM1367.Click photographs - Photos may exist for this station.
 NM1367
 NM1367.The dynamic height is computed by dividing the NAVD 88
 NM1367.geopotential number by the normal gravity value computed on the
 NM1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1367.degrees latitude (g = 980.6199 gals.).
 NM1367
 NM1367.The modeled gravity was interpolated from observed gravity values.
 NM1367
 NM1367;                    North         East    Units  Estimated Accuracy
 NM1367;SPC SD S     -    51,330.      792,470.      MT  (+/- 180 meters Scaled)
 NM1367
 NM1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN833358(NAD 83)
 NM1367
 NM1367                          SUPERSEDED SURVEY CONTROL
 NM1367
 NM1367  NGVD 29 (??/??/92)  383.398  (m)         1257.86   (f) ADJ UNCH    2 0
 NM1367
 NM1367.Superseded values are not recommended for survey control.
 NM1367
 NM1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1367.See file dsdata.pdf to determine how the superseded data were derived.
 NM1367
 NM1367_MARKER: P = PIPE CAP
 NM1367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1367_MARK LOGO: MORC
 NM1367_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1367
 NM1367  HISTORY     - Date     Condition        Report By
 NM1367  HISTORY     - UNK      MONUMENTED       MORC
 NM1367  HISTORY     - 1934     GOOD             CGS
 NM1367
 NM1367                          STATION DESCRIPTION
 NM1367
 NM1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1367'AT RUNNING WATER.
 NM1367'AT RUNNING WATER, 253 YARDS EAST OF STATE HY. 37, 151 FT.
 NM1367'NORTHWEST OF POST OFFICE, 59.8 FT. EAST OF EAST SIDE OF CONCRETE
 NM1367'FOUNDATION OF STORE, 36 FT. EAST OF CENTERLINE OF STREET,
 NM1367'24 FT. NORTH OF CENTERLINE OF STREET.  A 4 1/2 INCH IRON PIPE
 NM1367'WITH CAP 14 IN HIGH, AND LETTERS USBM CAST IN IRON CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1359 ***********************************************************************
 NM1359  DESIGNATION -  329/2 BOLT
 NM1359  PID         -  NM1359
 NM1359  STATE/COUNTY-  SD/BON HOMME
 NM1359  COUNTRY     -  US
 NM1359  USGS QUAD   -  SPRINGFIELD (2017)
 NM1359
 NM1359                         *CURRENT SURVEY CONTROL
 NM1359  ______________________________________________________________________
 NM1359* NAD 83(1986) POSITION- 42 50 59.     (N) 097 53 38.     (W)   SCALED
 NM1359* NAVD 88 ORTHO HEIGHT -   390.876 (meters)     1282.40  (feet) ADJUSTED
 NM1359  ______________________________________________________________________
 NM1359  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 NM1359  DYNAMIC HEIGHT  -        390.747 (meters)     1281.98  (feet) COMP
 NM1359  MODELED GRAVITY -    980,278.5   (mgal)                       NAVD 88
 NM1359
 NM1359  VERT ORDER      -  SECOND    CLASS 0
 NM1359
 NM1359.The horizontal coordinates were scaled from a map and have
 NM1359.an estimated accuracy of +/- 6 seconds.
 NM1359
 NM1359.The orthometric height was determined by differential leveling and
 NM1359.adjusted by the NATIONAL GEODETIC SURVEY
 NM1359.in June 1991.
 NM1359
 NM1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1359.GEOID18 height accuracy estimate available here.
 NM1359
 NM1359.Click photographs - Photos may exist for this station.
 NM1359
 NM1359.The dynamic height is computed by dividing the NAVD 88
 NM1359.geopotential number by the normal gravity value computed on the
 NM1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1359.degrees latitude (g = 980.6199 gals.).
 NM1359
 NM1359.The modeled gravity was interpolated from observed gravity values.
 NM1359
 NM1359;                    North         East    Units  Estimated Accuracy
 NM1359;SPC SD S     -    60,300.      799,370.      MT  (+/- 180 meters Scaled)
 NM1359
 NM1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN903447(NAD 83)
 NM1359
 NM1359                          SUPERSEDED SURVEY CONTROL
 NM1359
 NM1359  NGVD 29 (??/??/92)  390.652  (m)         1281.66   (f) ADJ UNCH    2 0
 NM1359
 NM1359.Superseded values are not recommended for survey control.
 NM1359
 NM1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1359.See file dsdata.pdf to determine how the superseded data were derived.
 NM1359
 NM1359_MARKER: B = BOLT
 NM1359_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1359_SP_SET: STONE SQUARE
 NM1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1359
 NM1359  HISTORY     - Date     Condition        Report By
 NM1359  HISTORY     - UNK      MONUMENTED       MORC
 NM1359  HISTORY     - 1934     GOOD             CGS
 NM1359
 NM1359                          STATION DESCRIPTION
 NM1359
 NM1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1359'AT SPRINGFIELD.
 NM1359'APPROXIMATELY 300 YARDS SOUTHEAST OF THE INDIAN SCHOOL AT
 NM1359'SPRINGFIELD, APPROXIMATELY 100 YARDS SOUTH OF THE SWIMMING
 NM1359'POOL, 75 FEET FROM OR NORTHWEST OF EDGE OF CUT BLUFF BANK.
 NM1359'IRON PIPE WITH CAP, ABOUT 12 IN HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1358 ***********************************************************************
 NM1358  DESIGNATION -  329/2 CAP
 NM1358  PID         -  NM1358
 NM1358  STATE/COUNTY-  SD/BON HOMME
 NM1358  COUNTRY     -  US
 NM1358  USGS QUAD   -  SPRINGFIELD (2017)
 NM1358
 NM1358                         *CURRENT SURVEY CONTROL
 NM1358  ______________________________________________________________________
 NM1358* NAD 83(1986) POSITION- 42 50 59.     (N) 097 53 38.     (W)   SCALED
 NM1358* NAVD 88 ORTHO HEIGHT -   392.259 (meters)     1286.94  (feet) ADJUSTED
 NM1358  ______________________________________________________________________
 NM1358  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 NM1358  DYNAMIC HEIGHT  -        392.129 (meters)     1286.51  (feet) COMP
 NM1358  MODELED GRAVITY -    980,278.5   (mgal)                       NAVD 88
 NM1358
 NM1358  VERT ORDER      -  SECOND    CLASS 0
 NM1358
 NM1358.The horizontal coordinates were scaled from a map and have
 NM1358.an estimated accuracy of +/- 6 seconds.
 NM1358
 NM1358.The orthometric height was determined by differential leveling and
 NM1358.adjusted by the NATIONAL GEODETIC SURVEY
 NM1358.in June 1991.
 NM1358
 NM1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1358.GEOID18 height accuracy estimate available here.
 NM1358
 NM1358.Click photographs - Photos may exist for this station.
 NM1358
 NM1358.The dynamic height is computed by dividing the NAVD 88
 NM1358.geopotential number by the normal gravity value computed on the
 NM1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1358.degrees latitude (g = 980.6199 gals.).
 NM1358
 NM1358.The modeled gravity was interpolated from observed gravity values.
 NM1358
 NM1358;                    North         East    Units  Estimated Accuracy
 NM1358;SPC SD S     -    60,300.      799,370.      MT  (+/- 180 meters Scaled)
 NM1358
 NM1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN903447(NAD 83)
 NM1358
 NM1358                          SUPERSEDED SURVEY CONTROL
 NM1358
 NM1358  NGVD 29 (??/??/92)  392.035  (m)         1286.20   (f) ADJ UNCH    2 0
 NM1358
 NM1358.Superseded values are not recommended for survey control.
 NM1358
 NM1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1358.See file dsdata.pdf to determine how the superseded data were derived.
 NM1358
 NM1358_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NM1358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1358_MARK LOGO: MORC
 NM1358_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1358
 NM1358  HISTORY     - Date     Condition        Report By
 NM1358  HISTORY     - UNK      MONUMENTED       MORC
 NM1358  HISTORY     - 1934     GOOD             CGS
 NM1358  HISTORY     - 1946     GOOD             CGS
 NM1358
 NM1358                          STATION DESCRIPTION
 NM1358
 NM1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1358'AT SPRINGFIELD.
 NM1358'APPROXIMATELY 300 YARDS SOUTHEAST OF THE INDIAN SCHOOL AT
 NM1358'SPRINGFIELD, APPROXIMATELY 100 YARDS SOUTH OF THE SWIMMING
 NM1358'POOL, 75 FT. FROM OR NORTHWEST OF EDGE OF CUT BLUFF BANK.  IRON
 NM1358'PIPE WITH CAP, ABOUT 12 IN HIGH.
 NM1358
 NM1358                          STATION RECOVERY (1946)
 NM1358
 NM1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM1358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1357 ***********************************************************************
 NM1357  DESIGNATION -  329/3
 NM1357  PID         -  NM1357
 NM1357  STATE/COUNTY-  SD/BON HOMME
 NM1357  COUNTRY     -  US
 NM1357  USGS QUAD   -  SPRINGFIELD (2017)
 NM1357
 NM1357                         *CURRENT SURVEY CONTROL
 NM1357  ______________________________________________________________________
 NM1357* NAD 83(1986) POSITION- 42 51 27.     (N) 097 53 32.     (W)   SCALED
 NM1357* NAVD 88 ORTHO HEIGHT -   389.163 (meters)     1276.78  (feet) ADJUSTED
 NM1357  ______________________________________________________________________
 NM1357  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 NM1357  DYNAMIC HEIGHT  -        389.034 (meters)     1276.36  (feet) COMP
 NM1357  MODELED GRAVITY -    980,279.3   (mgal)                       NAVD 88
 NM1357
 NM1357  VERT ORDER      -  SECOND    CLASS 0
 NM1357
 NM1357.The horizontal coordinates were scaled from a map and have
 NM1357.an estimated accuracy of +/- 6 seconds.
 NM1357
 NM1357.The orthometric height was determined by differential leveling and
 NM1357.adjusted by the NATIONAL GEODETIC SURVEY
 NM1357.in June 1991.
 NM1357
 NM1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1357.GEOID18 height accuracy estimate available here.
 NM1357
 NM1357.Click photographs - Photos may exist for this station.
 NM1357
 NM1357.The dynamic height is computed by dividing the NAVD 88
 NM1357.geopotential number by the normal gravity value computed on the
 NM1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1357.degrees latitude (g = 980.6199 gals.).
 NM1357
 NM1357.The modeled gravity was interpolated from observed gravity values.
 NM1357
 NM1357;                    North         East    Units  Estimated Accuracy
 NM1357;SPC SD S     -    61,160.      799,480.      MT  (+/- 180 meters Scaled)
 NM1357
 NM1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN905455(NAD 83)
 NM1357
 NM1357                          SUPERSEDED SURVEY CONTROL
 NM1357
 NM1357  NGVD 29 (??/??/92)  388.940  (m)         1276.05   (f) ADJ UNCH    2 0
 NM1357
 NM1357.Superseded values are not recommended for survey control.
 NM1357
 NM1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1357.See file dsdata.pdf to determine how the superseded data were derived.
 NM1357
 NM1357_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NM1357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1357_MARK LOGO: MORC
 NM1357_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1357
 NM1357  HISTORY     - Date     Condition        Report By
 NM1357  HISTORY     - UNK      MONUMENTED       MORC
 NM1357  HISTORY     - 1934     GOOD             CGS
 NM1357  HISTORY     - 1974     MARK NOT FOUND   NGS
 NM1357
 NM1357                          STATION DESCRIPTION
 NM1357
 NM1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1357'AT SPRINGFIELD.
 NM1357'IN THE SOUTHWEST CORNER OF THE OLD HIGH SCHOOL YARD, WHICH IS
 NM1357'ONE BLOCK NORTH AND ON SAME SIDE OF STREET AS NEW HIGH SCHOOL,
 NM1357'72 YARDS NORTHWEST OF NORTHWEST CORNER OF THE NEW HIGH SCHOOL,
 NM1357'42 FT. EAST OF CENTERLINE OF STATE HY. 37, 32 FT. NORTH OF
 NM1357'CENTERLINE OF AND EAST-WEST STREET, 20 FT. NORTHEAST OF THE
 NM1357'NORTH END OF A 24 IN CONCRETE CULVERT.  IRON POST 6 IN HIGH,
 NM1357'WITH CAP.
 NM1357
 NM1357                          STATION RECOVERY (1974)
 NM1357
 NM1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NM1357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0584 ***********************************************************************
 PT0584  DESIGNATION -  33
 PT0584  PID         -  PT0584
 PT0584  STATE/COUNTY-  SD/HAAKON
 PT0584  COUNTRY     -  US
 PT0584  USGS QUAD   -  PHILIP (2017)
 PT0584
 PT0584                         *CURRENT SURVEY CONTROL
 PT0584  ______________________________________________________________________
 PT0584* NAD 83(1986) POSITION- 44 02 22.     (N) 101 39 55.     (W)   SCALED
 PT0584* NAVD 88 ORTHO HEIGHT -   675.151 (meters)     2215.06  (feet) ADJUSTED
 PT0584  ______________________________________________________________________
 PT0584  GEOID HEIGHT    -        -21.098 (meters)                     GEOID18
 PT0584  DYNAMIC HEIGHT  -        674.960 (meters)     2214.43  (feet) COMP
 PT0584  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PT0584
 PT0584  VERT ORDER      -  FIRST     CLASS II
 PT0584
 PT0584.The horizontal coordinates were scaled from a map and have
 PT0584.an estimated accuracy of +/- 6 seconds.
 PT0584
 PT0584.The orthometric height was determined by differential leveling and
 PT0584.adjusted by the NATIONAL GEODETIC SURVEY
 PT0584.in June 1991.
 PT0584
 PT0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0584.GEOID18 height accuracy estimate available here.
 PT0584
 PT0584.Click photographs - Photos may exist for this station.
 PT0584
 PT0584.The dynamic height is computed by dividing the NAVD 88
 PT0584.geopotential number by the normal gravity value computed on the
 PT0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0584.degrees latitude (g = 980.6199 gals.).
 PT0584
 PT0584.The modeled gravity was interpolated from observed gravity values.
 PT0584
 PT0584;                    North         East    Units  Estimated Accuracy
 PT0584;SPC SD S     -   190,390.      493,250.      MT  (+/- 180 meters Scaled)
 PT0584
 PT0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP864797(NAD 83)
 PT0584
 PT0584                          SUPERSEDED SURVEY CONTROL
 PT0584
 PT0584  NGVD 29 (??/??/92)  674.706  (m)         2213.60   (f) ADJ UNCH    1 2
 PT0584
 PT0584.Superseded values are not recommended for survey control.
 PT0584
 PT0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0584.See file dsdata.pdf to determine how the superseded data were derived.
 PT0584
 PT0584_MARKER: DD = SURVEY DISK
 PT0584_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0584_SP_SET: WATER TOWER FOOTING
 PT0584_STAMPING: M C 33 7022
 PT0584_MARK LOGO: USGS
 PT0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0584+STABILITY: SURFACE MOTION
 PT0584
 PT0584  HISTORY     - Date     Condition        Report By
 PT0584  HISTORY     - UNK      MONUMENTED       USGS
 PT0584  HISTORY     - 1962     GOOD             CGS
 PT0584
 PT0584                          STATION DESCRIPTION
 PT0584
 PT0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0584'0.2 MI N FROM PHILIP.
 PT0584'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO AND
 PT0584'NORTH WESTERN RAILROAD STATION AT PHILIP, ON THE CREST OF A
 PT0584'HILL, 94 FEET SOUTH WEST OF A LARGE STEEL FLAGPOLE, 67 FEET EAST OF
 PT0584'THE CENTERLINE OF A GRAVEL STREET, 41 FEET NORTHEAST OF THE
 PT0584'FIRE SIREN POLE, ABOUT FLUSH WITH THE ROAD, AND SET IN THE TOP
 PT0584'OF THE NORTH CORNER OF THE CONCRETE FOOTING OF THE NORTHEAST
 PT0584'LEG OF AN ABANDONED WATER TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0160 ***********************************************************************
 PR0160  DESIGNATION -  33 A
 PR0160  PID         -  PR0160
 PR0160  STATE/COUNTY-  SD/MOODY
 PR0160  COUNTRY     -  US
 PR0160  USGS QUAD   -  FLANDREAU (2017)
 PR0160
 PR0160                         *CURRENT SURVEY CONTROL
 PR0160  ______________________________________________________________________
 PR0160* NAD 83(1996) POSITION- 44 04 10.53512(N) 096 35 12.41333(W)   ADJUSTED
 PR0160* NAVD 88 ORTHO HEIGHT -   495.722 (meters)     1626.38  (feet) ADJUSTED
 PR0160  ______________________________________________________________________
 PR0160  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 PR0160  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 PR0160  DYNAMIC HEIGHT  -        495.610 (meters)     1626.01  (feet) COMP
 PR0160  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 PR0160
 PR0160  HORZ ORDER      -  SECOND
 PR0160  VERT ORDER      -  SECOND    CLASS 0
 PR0160
 PR0160.The horizontal coordinates were established by classical geodetic methods
 PR0160.and adjusted by the National Geodetic Survey in January 1998.
 PR0160
 PR0160.The orthometric height was determined by differential leveling and
 PR0160.adjusted by the NATIONAL GEODETIC SURVEY
 PR0160.in June 1991.
 PR0160
 PR0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0160.GEOID18 height accuracy estimate available here.
 PR0160
 PR0160.Click photographs - Photos may exist for this station.
 PR0160
 PR0160.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0160
 PR0160.The dynamic height is computed by dividing the NAVD 88
 PR0160.geopotential number by the normal gravity value computed on the
 PR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0160.degrees latitude (g = 980.6199 gals.).
 PR0160
 PR0160.The modeled gravity was interpolated from observed gravity values.
 PR0160
 PR0160. The following values were computed from the NAD 83(1996) position.
 PR0160
 PR0160;                    North         East     Units Scale Factor Converg.
 PR0160;SPC SD S     -   199,655.175   900,024.765   MT  0.99993785   +2 35 04.4
 PR0160;SPC SD S     -   655,035.35  2,952,831.25   sFT  0.99993785   +2 35 04.4
 PR0160;UTM  14      - 4,882,433.956   693,253.296   MT  1.00005935   +1 40 44.4
 PR0160
 PR0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0160!SPC SD S     -   0.99992635  x   0.99993785  =   0.99986420
 PR0160!UTM  14      -   0.99992635  x   1.00005935  =   0.99998569
 PR0160
 PR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9325382433(NAD 83)
 PR0160
 PR0160                          SUPERSEDED SURVEY CONTROL
 PR0160
 PR0160  NAD 83(1986)-  44 04 10.53626(N)    096 35 12.39266(W) AD(       ) 2
 PR0160  NAD 27      -  44 04 10.64100(N)    096 35 11.22900(W) AD(       ) 2
 PR0160  NGVD 29 (??/??/92)  495.467  (m)         1625.54   (f) ADJ UNCH    2 0
 PR0160  NGVD 29             495.47   (m)         1625.6    (f) LEVELING    3  
 PR0160
 PR0160.Superseded values are not recommended for survey control.
 PR0160
 PR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0160.See file dsdata.pdf to determine how the superseded data were derived.
 PR0160
 PR0160_MARKER: DD = SURVEY DISK
 PR0160_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0160_MARK LOGO: CGS+SS
 PR0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0160+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 PR0160
 PR0160  HISTORY     - Date     Condition        Report By
 PR0160  HISTORY     - 1934     MONUMENTED       SDGS
 PR0160  HISTORY     - 1949     GOOD             CGS
 PR0160  HISTORY     - 1962     GOOD             CGS
 PR0160  HISTORY     - 20080915 GOOD             SDDT
 PR0160
 PR0160                          STATION DESCRIPTION
 PR0160
 PR0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0160'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF FLANDREAU IN
 PR0160'THE SOUTHWEST CORNER OF A PASTURE ON PROPERTY OF THE FLANDREAU
 PR0160'INDIAN SCHOOL.  STATION IS 90 FEET EAST OF THE CENTERLINE OF
 PR0160'STATE HIGHWAY 13 AND 15 FEET NORTH OF FENCE.  THE DISK IS SET
 PR0160'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 PR0160'THERE IS NO STAMPING ON THE DISK.
 PR0160'
 PR0160'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PR0160'FLANDREAU AND THE DISTANCE IS 9.670 METERS, 31.73 FEET.
 PR0160'
 PR0160'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 PR0160'HIGHWAY 13 IN FLANDREAU GO NORTH, EAST AND NORTH ON STATE
 PR0160'HIGHWAY 13 FOR 1.75 MILES TO WIRE GATE AND STATION ON RIGHT OR
 PR0160'EAST SIDE OF HIGHWAY AS DESCRIBED.
 PR0160
 PR0160                          STATION RECOVERY (1962)
 PR0160
 PR0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PR0160'2.6 MI N FROM FLANDREAU.
 PR0160'2.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM FLANDREAU, MOODY
 PR0160'COUNTY, ON THE BOUNDARY LINE NORTH OF INDIAN CHURCH AND THE
 PR0160'CEMETERY, AND 90.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 PR0160'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 PR0160'ABOUT FLUSH WITH THE GROUND.  NOTE-- THE DISTANCE TO THIS MARK
 PR0160'FROM THE COURTHOUSE IN FLANDREAU MAY BE LESS THAN INDICATED IN
 PR0160'THE ORIGINAL DESCRIPTION AS THE HIGHWAY IS BEING REROUTED THROUGH
 PR0160'TOWN.  THE MARK IS ABOT 150 FEET EAST OF THE CENTERLINE  OF THE
 PR0160'HIGHWAY AND ABOUT 15 FEET NORTH OF THE FENCE ALONG THE NORTH
 PR0160'BOUNDARY OF AN INDIAN CHURCH AND CEMETERY.
 PR0160
 PR0160                          STATION RECOVERY (2008)
 PR0160
 PR0160'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 PR0160'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0366 ***********************************************************************
 OT0366  DESIGNATION -  3313
 OT0366  PID         -  OT0366
 OT0366  STATE/COUNTY-  SD/FALL RIVER
 OT0366  COUNTRY     -  US
 OT0366  USGS QUAD   -  HOT SPRINGS (2017)
 OT0366
 OT0366                         *CURRENT SURVEY CONTROL
 OT0366  ______________________________________________________________________
 OT0366* NAD 83(1986) POSITION- 43 24 21.     (N) 103 26 07.     (W)   SCALED
 OT0366* NAVD 88 ORTHO HEIGHT -  1011.068 (meters)     3317.15  (feet) POSTED
 OT0366  ______________________________________________________________________
 OT0366  GEOID HEIGHT    -        -15.821 (meters)                     GEOID18
 OT0366  DYNAMIC HEIGHT  -       1010.66  (meters)     3315.8   (feet) COMP
 OT0366  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 OT0366
 OT0366  VERT ORDER      -  * POSTED, SEE BELOW
 OT0366
 OT0366.The horizontal coordinates were scaled from a map and have
 OT0366.an estimated accuracy of +/- 6 seconds.
 OT0366
 OT0366.The orthometric height was determined by differential leveling
 OT0366.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0366
 OT0366.* This is a POSTED BENCH MARK height.
 OT0366
 OT0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0366.GEOID18 height accuracy estimate available here.
 OT0366
 OT0366.Click photographs - Photos may exist for this station.
 OT0366
 OT0366.The dynamic height is computed by dividing the NAVD 88
 OT0366.geopotential number by the normal gravity value computed on the
 OT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0366.degrees latitude (g = 980.6199 gals.).
 OT0366
 OT0366.The modeled gravity was interpolated from observed gravity values.
 OT0366
 OT0366;                    North         East    Units  Estimated Accuracy
 OT0366;SPC SD S     -   123,840.      348,820.      MT  (+/- 180 meters Scaled)
 OT0366
 OT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ266070(NAD 83)
 OT0366
 OT0366                          SUPERSEDED SURVEY CONTROL
 OT0366
 OT0366.No superseded survey control is available for this station.
 OT0366
 OT0366_MARKER: B = BOLT
 OT0366_SETTING: 66 = SET IN ROCK OUTCROP
 OT0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0366+STABILITY: POSITION/ELEVATION WELL
 OT0366
 OT0366  HISTORY     - Date     Condition        Report By
 OT0366  HISTORY     - 1898     MONUMENTED       USGS
 OT0366  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0366
 OT0366                          STATION DESCRIPTION
 OT0366
 OT0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0366'2.5 MI E FROM HOT SPRINGS.
 OT0366'2 1/2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0366'FROM HOT SPRINGS, FALL RIVER COUNTY, ABOUT 250 FEET SOUTH OF THE
 OT0366'SOUTHEAST END OF BRIDGE HS 23, EAST OF A CREEK, 90 FEET WEST OF
 OT0366'THE CENTER LINE OF THE TRACK, 43 1/2 FEET WEST OF THE RIGHT-OF-WAY
 OT0366'FENCE, AND IN THE SIDE OF A LARGE ROCK OUTCROP.  A COPPER BOLT
 OT0366'SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1728 ***********************************************************************
 PU1728  DESIGNATION -  3314
 PU1728  PID         -  PU1728
 PU1728  STATE/COUNTY-  SD/LAWRENCE
 PU1728  COUNTRY     -  US
 PU1728  USGS QUAD   -  JOLLY (2017)
 PU1728
 PU1728                         *CURRENT SURVEY CONTROL
 PU1728  ______________________________________________________________________
 PU1728* NAD 83(1986) POSITION- 44 34 45.     (N) 103 45 27.     (W)   SCALED
 PU1728* NAVD 88 ORTHO HEIGHT -  1011.071 (meters)     3317.16  (feet) ADJUSTED
 PU1728  ______________________________________________________________________
 PU1728  GEOID HEIGHT    -        -15.208 (meters)                     GEOID18
 PU1728  DYNAMIC HEIGHT  -       1010.769 (meters)     3316.16  (feet) COMP
 PU1728  MODELED GRAVITY -    980,284.4   (mgal)                       NAVD 88
 PU1728
 PU1728  VERT ORDER      -  FIRST     CLASS II
 PU1728
 PU1728.The horizontal coordinates were scaled from a map and have
 PU1728.an estimated accuracy of +/- 6 seconds.
 PU1728
 PU1728.The orthometric height was determined by differential leveling and
 PU1728.adjusted by the NATIONAL GEODETIC SURVEY
 PU1728.in June 1991.
 PU1728
 PU1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1728.GEOID18 height accuracy estimate available here.
 PU1728
 PU1728.Click photographs - Photos may exist for this station.
 PU1728
 PU1728.The dynamic height is computed by dividing the NAVD 88
 PU1728.geopotential number by the normal gravity value computed on the
 PU1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1728.degrees latitude (g = 980.6199 gals.).
 PU1728
 PU1728.The modeled gravity was interpolated from observed gravity values.
 PU1728
 PU1728;                    North         East    Units  Estimated Accuracy
 PU1728;SPC SD N     -    89,800.      301,690.      MT  (+/- 180 meters Scaled)
 PU1728
 PU1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK986369(NAD 83)
 PU1728
 PU1728                          SUPERSEDED SURVEY CONTROL
 PU1728
 PU1728  NGVD 29 (??/??/92) 1010.566  (m)         3315.50   (f) ADJ UNCH    1 2
 PU1728
 PU1728.Superseded values are not recommended for survey control.
 PU1728
 PU1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1728.See file dsdata.pdf to determine how the superseded data were derived.
 PU1728
 PU1728_MARKER: P = PIPE CAP
 PU1728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1728_STAMPING: DW 3314 1903
 PU1728_MARK LOGO: USGS
 PU1728_PROJECTION: PROJECTING 30 CENTIMETERS
 PU1728_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1728+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2019
 PU1728
 PU1728  HISTORY     - Date     Condition        Report By
 PU1728  HISTORY     - 1903     MONUMENTED       USGS
 PU1728  HISTORY     - 1962     GOOD             CGS
 PU1728  HISTORY     - 20190513 GOOD             SDDT
 PU1728
 PU1728                          STATION DESCRIPTION
 PU1728
 PU1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1728'2.8 MI NW FROM ST ONGE.
 PU1728'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1728'FROM THE POST OFFICE AT ST. ONGE, AT A ROAD CROSSING IN SECTION
 PU1728'9, T 7 N, R 3 E, ABOUT MIDWAY BETWEEN MILE POSTS 145 AND 146,
 PU1728'30 FEET NORTHEAST OF THE NORTHEAST RAIL, 23 FEET SOUTH OF THE
 PU1728'CENTER LINE OF AN EAST-WEST ROAD, 53 FEET EAST OF THE CENTER
 PU1728'OF A ROAD CROSSING, 12 FEET WEST OF A POWER POLE, 20 FEET WEST
 PU1728'OF A FENCE CORNER, 0.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU1728'4 FEET ABOVE THE LEVEL OF THE RAIL, AND RIVETED ON THE TOP OF A
 PU1728'3 1/2-INCH PIPE PROJECTING 12-INCHES.
 PU1728
 PU1728                          STATION RECOVERY (2019)
 PU1728
 PU1728'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 PU1728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0291 ***********************************************************************
 OT0291  DESIGNATION -  3326 DW RESET
 OT0291  PID         -  OT0291
 OT0291  STATE/COUNTY-  SD/PENNINGTON
 OT0291  COUNTRY     -  US
 OT0291  USGS QUAD   -  HERMOSA NW (2017)
 OT0291
 OT0291                         *CURRENT SURVEY CONTROL
 OT0291  ______________________________________________________________________
 OT0291* NAD 83(1986) POSITION- 43 56 29.     (N) 103 08 41.     (W)   SCALED
 OT0291* NAVD 88 ORTHO HEIGHT -  1014.93  (+/-2cm)     3329.8   (feet) VERTCON3
 OT0291  ______________________________________________________________________
 OT0291  GEOID HEIGHT    -        -16.310 (meters)                     GEOID18
 OT0291  VERT ORDER      -  ? (See Below)
 OT0291
 OT0291.The horizontal coordinates were scaled from a map and have
 OT0291.an estimated accuracy of +/- 6 seconds.
 OT0291
 OT0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0291
 OT0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0291.GEOID18 height accuracy estimate available here.
 OT0291
 OT0291.The vertical order pertains to the NGVD 29 superseded value.
 OT0291
 OT0291.Click photographs - Photos may exist for this station.
 OT0291
 OT0291;                    North         East    Units  Estimated Accuracy
 OT0291;SPC SD S     -   182,460.      374,350.      MT  (+/- 180 meters Scaled)
 OT0291
 OT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ488670(NAD 83)
 OT0291
 OT0291                          SUPERSEDED SURVEY CONTROL
 OT0291
 OT0291  NGVD 29 (??/??/92) 1014.438  (m)         3328.20   (f) ADJ UNCH       
 OT0291
 OT0291.Superseded values are not recommended for survey control.
 OT0291
 OT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0291.See file dsdata.pdf to determine how the superseded data were derived.
 OT0291
 OT0291_MARKER: P = PIPE CAP
 OT0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0291_STAMPING: DW 3328 RESET 1952 TT
 OT0291_MARK LOGO: USGS
 OT0291_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0291
 OT0291  HISTORY     - Date     Condition        Report By
 OT0291  HISTORY     - 1952     MONUMENTED       USGS
 OT0291  HISTORY     - 1962     GOOD             CGS
 OT0291
 OT0291                          STATION DESCRIPTION
 OT0291
 OT0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0291'8.4 MI NE FROM HERMOSA.
 OT0291'ABOUT 8.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OT0291'RAILWAY FROM THE STATION AT HERMOSA, IN SECTION 22, T 1 S, R 8 E,
 OT0291'5 1/2 POLES NORTHEAST OF A GRAVELED ROAD CROSSING, AT THE NORTHEAST
 OT0291'ONE OF A CUT, 88 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE
 OT0291'FOURTH TELEPHONE POLE NORTHEAST OF MILE POST 87, 42 FEET SOUTHEAST
 OT0291'OF THE SOUTHEAST RAIL, 4 FEET NORTHWEST OF A FENCE, 1.5 FEET
 OT0291'NORTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL
 OT0291'OF THE RAIL, AND ON THE TOP OF A PIPE WHICH HAS BEEN RESET WITH A
 OT0291'CYLINDRICAL SHAPED CONCRETE FORM BEING POURED AROUND THE PIPE
 OT0291'PROJECTING 1 FOOT.  NOTE-- IT IS BELIEVED 3328 SHOULD BE 3326.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0998 ***********************************************************************
 NM0998  DESIGNATION -  337/2 CAP
 NM0998  PID         -  NM0998
 NM0998  STATE/COUNTY-  SD/YANKTON
 NM0998  COUNTRY     -  US
 NM0998  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM0998
 NM0998                         *CURRENT SURVEY CONTROL
 NM0998  ______________________________________________________________________
 NM0998* NAD 83(1986) POSITION- 42 52 21.     (N) 097 23 36.     (W)   SCALED
 NM0998* NAVD 88 ORTHO HEIGHT -   366.296 (meters)     1201.76  (feet) ADJUSTED
 NM0998  ______________________________________________________________________
 NM0998  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM0998  DYNAMIC HEIGHT  -        366.192 (meters)     1201.41  (feet) COMP
 NM0998  MODELED GRAVITY -    980,326.2   (mgal)                       NAVD 88
 NM0998
 NM0998  VERT ORDER      -  FIRST     CLASS II
 NM0998
 NM0998.The horizontal coordinates were scaled from a map and have
 NM0998.an estimated accuracy of +/- 6 seconds.
 NM0998
 NM0998.The orthometric height was determined by differential leveling and
 NM0998.adjusted by the NATIONAL GEODETIC SURVEY
 NM0998.in June 1991.
 NM0998
 NM0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0998.GEOID18 height accuracy estimate available here.
 NM0998
 NM0998.Click photographs - Photos may exist for this station.
 NM0998
 NM0998.The dynamic height is computed by dividing the NAVD 88
 NM0998.geopotential number by the normal gravity value computed on the
 NM0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0998.degrees latitude (g = 980.6199 gals.).
 NM0998
 NM0998.The modeled gravity was interpolated from observed gravity values.
 NM0998
 NM0998;                    North         East    Units  Estimated Accuracy
 NM0998;SPC SD S     -    64,150.      840,170.      MT  (+/- 180 meters Scaled)
 NM0998
 NM0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312479(NAD 83)
 NM0998
 NM0998                          SUPERSEDED SURVEY CONTROL
 NM0998
 NM0998  NGVD 29 (??/??/92)  366.096  (m)         1201.10   (f) ADJ UNCH    1 2
 NM0998
 NM0998.Superseded values are not recommended for survey control.
 NM0998
 NM0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0998.See file dsdata.pdf to determine how the superseded data were derived.
 NM0998
 NM0998_MARKER: P = PIPE CAP
 NM0998_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0998_MARK LOGO: MORC
 NM0998_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0998+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM0998
 NM0998  HISTORY     - Date     Condition        Report By
 NM0998  HISTORY     - 1889     MONUMENTED       MORC
 NM0998  HISTORY     - 1949     GOOD             CGS
 NM0998  HISTORY     - 20120323 GOOD             INDIV
 NM0998
 NM0998                          STATION DESCRIPTION
 NM0998
 NM0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0998'AT YANKTON.
 NM0998'AT THE INTERSECTION OF FIFTH STREET AND DOUGLAS AVENUE, IN THE
 NM0998'SOUTHWEST CORNER OF THE OLD COURTHOUSE YARD, 31.8 FEET EAST OF
 NM0998'THE EAST CURB LINE OF DOUGLAS AVENUE, 31.1 FEET NORTH OF THE NORTH
 NM0998'CURB LINE OF FIFTH STREET, 19.2 FEET WEST OF THE SOUTHWEST CORNER
 NM0998'OF THE OLD COURTHOUSE, A MISSOURI RIVER COMMISSION IRON CAP ON
 NM0998'THE TOP OF A 4 INCH IRON PIPE.
 NM0998
 NM0998                          STATION RECOVERY (2012)
 NM0998
 NM0998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0997 ***********************************************************************
 NM0997  DESIGNATION -  337/2 STONE
 NM0997  PID         -  NM0997
 NM0997  STATE/COUNTY-  SD/YANKTON
 NM0997  COUNTRY     -  US
 NM0997  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM0997
 NM0997                         *CURRENT SURVEY CONTROL
 NM0997  ______________________________________________________________________
 NM0997* NAD 83(1986) POSITION- 42 52 21.     (N) 097 23 36.     (W)   SCALED
 NM0997* NAVD 88 ORTHO HEIGHT -   364.910 (meters)     1197.21  (feet) ADJUSTED
 NM0997  ______________________________________________________________________
 NM0997  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM0997  DYNAMIC HEIGHT  -        364.806 (meters)     1196.87  (feet) COMP
 NM0997  MODELED GRAVITY -    980,326.2   (mgal)                       NAVD 88
 NM0997
 NM0997  VERT ORDER      -  FIRST     CLASS II
 NM0997
 NM0997.The horizontal coordinates were scaled from a map and have
 NM0997.an estimated accuracy of +/- 6 seconds.
 NM0997
 NM0997.The orthometric height was determined by differential leveling and
 NM0997.adjusted by the NATIONAL GEODETIC SURVEY
 NM0997.in June 1991.
 NM0997
 NM0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0997.GEOID18 height accuracy estimate available here.
 NM0997
 NM0997.Click photographs - Photos may exist for this station.
 NM0997
 NM0997.The dynamic height is computed by dividing the NAVD 88
 NM0997.geopotential number by the normal gravity value computed on the
 NM0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0997.degrees latitude (g = 980.6199 gals.).
 NM0997
 NM0997.The modeled gravity was interpolated from observed gravity values.
 NM0997
 NM0997;                    North         East    Units  Estimated Accuracy
 NM0997;SPC SD S     -    64,150.      840,170.      MT  (+/- 180 meters Scaled)
 NM0997
 NM0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312479(NAD 83)
 NM0997
 NM0997                          SUPERSEDED SURVEY CONTROL
 NM0997
 NM0997  NGVD 29 (??/??/92)  364.710  (m)         1196.55   (f) ADJ UNCH    1 2
 NM0997
 NM0997.Superseded values are not recommended for survey control.
 NM0997
 NM0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0997.See file dsdata.pdf to determine how the superseded data were derived.
 NM0997
 NM0997_MARKER: B = BOLT
 NM0997_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM0997_SP_SET: STONE SQUARE
 NM0997_PROJECTION: RECESSED 152 CENTIMETERS
 NM0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0997+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM0997
 NM0997  HISTORY     - Date     Condition        Report By
 NM0997  HISTORY     - 1889     MONUMENTED       MORC
 NM0997  HISTORY     - 1949     GOOD             CGS
 NM0997  HISTORY     - 20120323 GOOD             INDIV
 NM0997
 NM0997                          STATION DESCRIPTION
 NM0997
 NM0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0997'AT YANKTON, AT THE INTERSECTION OF FIFTH STREET AND DOUGLAS
 NM0997'AVENUE, IN THE SOUTHWEST CORNER OF THE OLD COURTHOUSE YARD,
 NM0997'31.8 FEET EAST OF THE EAST CURB LINE OF DOUGLAS AVENUE, 31.1 FEET
 NM0997'NORTH OF THE NORTH CURB LINE OF FIFTH STREET, 19.2 FEET WEST OF
 NM0997'THE SOUTHWEST CORNER OF THE OLD COURTHOUSE, THE TOP OF A GRANITE
 NM0997'STONE WHICH IS BURIED 5 FEET UNDER GROUND AND ACCESS TO WHICH
 NM0997'IS HAD THROUGH A 4 INCH IRON PIPE BEARING A MISSOURI RIVER
 NM0997'COMMISSION IRON CAP.
 NM0997
 NM0997                          STATION RECOVERY (2012)
 NM0997
 NM0997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9227 ***********************************************************************
 AB9227  DESIGNATION -  34 035.11
 AB9227  PID         -  AB9227
 AB9227  STATE/COUNTY-  SD/MEADE
 AB9227  COUNTRY     -  US
 AB9227  USGS QUAD   -  STURGIS (2017)
 AB9227
 AB9227                         *CURRENT SURVEY CONTROL
 AB9227  ______________________________________________________________________
 AB9227* NAD 83(1986) POSITION- 44 24 56.     (N) 103 30 36.     (W)   SCALED
 AB9227* NAVD 88 ORTHO HEIGHT -  1035.481 (meters)     3397.24  (feet) ADJUSTED
 AB9227  ______________________________________________________________________
 AB9227  GEOID HEIGHT    -        -15.286 (meters)                     GEOID18
 AB9227  DYNAMIC HEIGHT  -       1035.146 (meters)     3396.14  (feet) COMP
 AB9227  MODELED GRAVITY -    980,258.9   (mgal)                       NAVD 88
 AB9227
 AB9227  VERT ORDER      -  FIRST     CLASS II
 AB9227
 AB9227.The horizontal coordinates were scaled from a map and have
 AB9227.an estimated accuracy of +/- 6 seconds.
 AB9227
 AB9227.The orthometric height was determined by differential leveling and
 AB9227.adjusted by the NATIONAL GEODETIC SURVEY
 AB9227.in October 1997.
 AB9227
 AB9227.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9227.GEOID18 height accuracy estimate available here.
 AB9227
 AB9227.Click photographs - Photos may exist for this station.
 AB9227
 AB9227.The dynamic height is computed by dividing the NAVD 88
 AB9227.geopotential number by the normal gravity value computed on the
 AB9227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9227.degrees latitude (g = 980.6199 gals.).
 AB9227
 AB9227.The modeled gravity was interpolated from observed gravity values.
 AB9227
 AB9227;                    North         East    Units  Estimated Accuracy
 AB9227;SPC SD N     -    70,760.      320,540.      MT  (+/- 180 meters Scaled)
 AB9227
 AB9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK186191(NAD 83)
 AB9227
 AB9227                          SUPERSEDED SURVEY CONTROL
 AB9227
 AB9227.No superseded survey control is available for this station.
 AB9227
 AB9227_MARKER: DD = SURVEY DISK
 AB9227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9227_STAMPING: 34-35.11
 AB9227_MARK LOGO: SDDT
 AB9227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9227+STABILITY: SURFACE MOTION
 AB9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9227+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 AB9227
 AB9227  HISTORY     - Date     Condition        Report By
 AB9227  HISTORY     - UNK      MONUMENTED       SDDT
 AB9227  HISTORY     - 19950513 GOOD             NGS
 AB9227
 AB9227                          STATION DESCRIPTION
 AB9227
 AB9227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9227'IN STURGIS, AT THE INTERSECTION OF JUNCTION AVENUE AND LAZELLE STREET,
 AB9227'185.0 M (607.0 FT) EAST OF MILEPOST 35, 11.1 M (36.4 FT) NORTH OF THE
 AB9227'STREET CENTERLINE, 9.8 M (32.2 FT) WEST OF THE AVENUE CENTERLINE, 0.3
 AB9227'M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT IS FLUSH
 AB9227'WITH AND SURROUNDED BY AN ASPHALT PARKING AREA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9226 ***********************************************************************
 AB9226  DESIGNATION -  34 035.65
 AB9226  PID         -  AB9226
 AB9226  STATE/COUNTY-  SD/MEADE
 AB9226  COUNTRY     -  US
 AB9226  USGS QUAD   -  FORT MEADE (2017)
 AB9226
 AB9226                         *CURRENT SURVEY CONTROL
 AB9226  ______________________________________________________________________
 AB9226* NAD 83(1986) POSITION- 44 24 53.     (N) 103 29 57.     (W)   SCALED
 AB9226* NAVD 88 ORTHO HEIGHT -  1022.973 (meters)     3356.20  (feet) ADJUSTED
 AB9226  ______________________________________________________________________
 AB9226  GEOID HEIGHT    -        -15.333 (meters)                     GEOID18
 AB9226  DYNAMIC HEIGHT  -       1022.642 (meters)     3355.12  (feet) COMP
 AB9226  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 AB9226
 AB9226  VERT ORDER      -  FIRST     CLASS II
 AB9226
 AB9226.The horizontal coordinates were scaled from a map and have
 AB9226.an estimated accuracy of +/- 6 seconds.
 AB9226
 AB9226.The orthometric height was determined by differential leveling and
 AB9226.adjusted by the NATIONAL GEODETIC SURVEY
 AB9226.in October 1997.
 AB9226
 AB9226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9226.GEOID18 height accuracy estimate available here.
 AB9226
 AB9226.Click photographs - Photos may exist for this station.
 AB9226
 AB9226.The dynamic height is computed by dividing the NAVD 88
 AB9226.geopotential number by the normal gravity value computed on the
 AB9226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9226.degrees latitude (g = 980.6199 gals.).
 AB9226
 AB9226.The modeled gravity was interpolated from observed gravity values.
 AB9226
 AB9226;                    North         East    Units  Estimated Accuracy
 AB9226;SPC SD N     -    70,630.      321,390.      MT  (+/- 180 meters Scaled)
 AB9226
 AB9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK194190(NAD 83)
 AB9226
 AB9226                          SUPERSEDED SURVEY CONTROL
 AB9226
 AB9226.No superseded survey control is available for this station.
 AB9226
 AB9226_MARKER: DD = SURVEY DISK
 AB9226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9226_STAMPING: 34-35.65
 AB9226_MARK LOGO: SDDT
 AB9226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9226+STABILITY: SURFACE MOTION
 AB9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9226+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 AB9226
 AB9226  HISTORY     - Date     Condition        Report By
 AB9226  HISTORY     - UNK      MONUMENTED       SDDT
 AB9226  HISTORY     - 19950513 GOOD             NGS
 AB9226
 AB9226                          STATION DESCRIPTION
 AB9226
 AB9226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9226'2.8 KM (1.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9226'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 537.0 M (1761.8 FT) WEST
 AB9226'OF MILEPOST 36, 28.7 M (94.2 FT) EAST OF A UTILITY LIGHT POLE, 15.5 M
 AB9226'(50.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) SOUTH OF A
 AB9226'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9226'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9225 ***********************************************************************
 AB9225  DESIGNATION -  34 036.55
 AB9225  PID         -  AB9225
 AB9225  STATE/COUNTY-  SD/MEADE
 AB9225  COUNTRY     -  US
 AB9225  USGS QUAD   -  FORT MEADE (2017)
 AB9225
 AB9225                         *CURRENT SURVEY CONTROL
 AB9225  ______________________________________________________________________
 AB9225* NAD 83(1986) POSITION- 44 24 45.     (N) 103 28 54.     (W)   SCALED
 AB9225* NAVD 88 ORTHO HEIGHT -  1011.493 (meters)     3318.54  (feet) ADJUSTED
 AB9225  ______________________________________________________________________
 AB9225  GEOID HEIGHT    -        -15.406 (meters)                     GEOID18
 AB9225  DYNAMIC HEIGHT  -       1011.176 (meters)     3317.50  (feet) COMP
 AB9225  MODELED GRAVITY -    980,269.9   (mgal)                       NAVD 88
 AB9225
 AB9225  VERT ORDER      -  FIRST     CLASS II
 AB9225
 AB9225.The horizontal coordinates were scaled from a map and have
 AB9225.an estimated accuracy of +/- 6 seconds.
 AB9225
 AB9225.The orthometric height was determined by differential leveling and
 AB9225.adjusted by the NATIONAL GEODETIC SURVEY
 AB9225.in October 1997.
 AB9225
 AB9225.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9225.GEOID18 height accuracy estimate available here.
 AB9225
 AB9225.Click photographs - Photos may exist for this station.
 AB9225
 AB9225.The dynamic height is computed by dividing the NAVD 88
 AB9225.geopotential number by the normal gravity value computed on the
 AB9225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9225.degrees latitude (g = 980.6199 gals.).
 AB9225
 AB9225.The modeled gravity was interpolated from observed gravity values.
 AB9225
 AB9225;                    North         East    Units  Estimated Accuracy
 AB9225;SPC SD N     -    70,320.      322,780.      MT  (+/- 180 meters Scaled)
 AB9225
 AB9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK208188(NAD 83)
 AB9225
 AB9225                          SUPERSEDED SURVEY CONTROL
 AB9225
 AB9225.No superseded survey control is available for this station.
 AB9225
 AB9225_MARKER: DD = SURVEY DISK
 AB9225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9225_STAMPING: 34-36.55
 AB9225_MARK LOGO: SDDT
 AB9225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9225+STABILITY: SURFACE MOTION
 AB9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9225+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2008
 AB9225
 AB9225  HISTORY     - Date     Condition        Report By
 AB9225  HISTORY     - UNK      MONUMENTED       SDDT
 AB9225  HISTORY     - 19950513 GOOD             NGS
 AB9225  HISTORY     - 20080820 GOOD             WOOLPT
 AB9225
 AB9225                          STATION DESCRIPTION
 AB9225
 AB9225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9225'4.3 KM (2.65 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9225'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 898.0 M (2946.2 FT) EAST
 AB9225'OF MILEPOST 36, 678.0 M (2224.4 FT) WEST OF MILEPOST 37, 32.1 M (105.3
 AB9225'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 AB9225'25.1 M (82.3 FT) EAST OF A UTILITY POLE WITH 5 GUY CABLES, 0.4 M (1.3
 AB9225'FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 AB9225'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9225
 AB9225                          STATION RECOVERY (2008)
 AB9225
 AB9225'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 AB9225'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9224 ***********************************************************************
 AB9224  DESIGNATION -  34 037.5
 AB9224  PID         -  AB9224
 AB9224  STATE/COUNTY-  SD/MEADE
 AB9224  COUNTRY     -  US
 AB9224  USGS QUAD   -  FORT MEADE (2017)
 AB9224
 AB9224                         *CURRENT SURVEY CONTROL
 AB9224  ______________________________________________________________________
 AB9224* NAD 83(1986) POSITION- 44 24 53.     (N) 103 27 49.     (W)   SCALED
 AB9224* NAVD 88 ORTHO HEIGHT -   995.869 (meters)     3267.28  (feet) ADJUSTED
 AB9224  ______________________________________________________________________
 AB9224  GEOID HEIGHT    -        -15.507 (meters)                     GEOID18
 AB9224  DYNAMIC HEIGHT  -        995.558 (meters)     3266.26  (feet) COMP
 AB9224  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 AB9224
 AB9224  VERT ORDER      -  FIRST     CLASS II
 AB9224
 AB9224.The horizontal coordinates were scaled from a map and have
 AB9224.an estimated accuracy of +/- 6 seconds.
 AB9224
 AB9224.The orthometric height was determined by differential leveling and
 AB9224.adjusted by the NATIONAL GEODETIC SURVEY
 AB9224.in October 1997.
 AB9224
 AB9224.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9224.GEOID18 height accuracy estimate available here.
 AB9224
 AB9224.Click photographs - Photos may exist for this station.
 AB9224
 AB9224.The dynamic height is computed by dividing the NAVD 88
 AB9224.geopotential number by the normal gravity value computed on the
 AB9224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9224.degrees latitude (g = 980.6199 gals.).
 AB9224
 AB9224.The modeled gravity was interpolated from observed gravity values.
 AB9224
 AB9224;                    North         East    Units  Estimated Accuracy
 AB9224;SPC SD N     -    70,510.      324,220.      MT  (+/- 180 meters Scaled)
 AB9224
 AB9224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK223190(NAD 83)
 AB9224
 AB9224                          SUPERSEDED SURVEY CONTROL
 AB9224
 AB9224.No superseded survey control is available for this station.
 AB9224
 AB9224_MARKER: DD = SURVEY DISK
 AB9224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9224_STAMPING: 34-37.5
 AB9224_MARK LOGO: SDDT
 AB9224_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9224+STABILITY: SURFACE MOTION
 AB9224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9224+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 AB9224
 AB9224  HISTORY     - Date     Condition        Report By
 AB9224  HISTORY     - UNK      MONUMENTED       SDDT
 AB9224  HISTORY     - 19950513 GOOD             NGS
 AB9224  HISTORY     - 20121109 POOR             INDIV
 AB9224
 AB9224                          STATION DESCRIPTION
 AB9224
 AB9224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9224'5.7 KM (3.55 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9224'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 766.0 M (2513.1 FT) WEST
 AB9224'OF MILEPOST 38, 785.0 M (2575.5 FT) EAST OF MILEPOST 37, 22.4 M (73.5
 AB9224'FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.6 M (18.4 FT) WEST OF THE
 AB9224'EXTENDED CENTER OF THE MOST EASTERLY OF 2 ENTRANCE ROADS LEADING TO
 AB9224'THE STURGIS HIGH SCHOOL, 1.2 M (3.9 FT) NORTHEAST OF A FENCE CORNER,
 AB9224'0.8 M (2.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB9224'HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AB9224'FLUSH WITH THE GROUND SURFACE.
 AB9224
 AB9224                          STATION RECOVERY (2012)
 AB9224
 AB9224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9224'POOR, STATION IS TILTED.  HIT BY MACHINERY.  SHOULD NOT BE USED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9223 ***********************************************************************
 AB9223  DESIGNATION -  34 039.11
 AB9223  PID         -  AB9223
 AB9223  STATE/COUNTY-  SD/MEADE
 AB9223  COUNTRY     -  US
 AB9223  USGS QUAD   -  FORT MEADE (2017)
 AB9223
 AB9223                         *CURRENT SURVEY CONTROL
 AB9223  ______________________________________________________________________
 AB9223* NAD 83(1986) POSITION- 44 24 59.26   (N) 103 25 52.14   (W)   HD_HELD1
 AB9223* NAVD 88 ORTHO HEIGHT -   994.426 (meters)     3262.55  (feet) ADJUSTED
 AB9223  ______________________________________________________________________
 AB9223  GEOID HEIGHT    -        -15.668 (meters)                     GEOID18
 AB9223  DYNAMIC HEIGHT  -        994.119 (meters)     3261.54  (feet) COMP
 AB9223  MODELED GRAVITY -    980,275.8   (mgal)                       NAVD 88
 AB9223
 AB9223  VERT ORDER      -  FIRST     CLASS II
 AB9223
 AB9223.The horizontal coordinates were determined by differentially corrected
 AB9223.hand held GPS observations or other comparable positioning techniques
 AB9223.and have an estimated accuracy of +/- 3 meters.
 AB9223
 AB9223.The orthometric height was determined by differential leveling and
 AB9223.adjusted by the NATIONAL GEODETIC SURVEY
 AB9223.in October 1997.
 AB9223
 AB9223.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9223.GEOID18 height accuracy estimate available here.
 AB9223
 AB9223.Click photographs - Photos may exist for this station.
 AB9223
 AB9223.The dynamic height is computed by dividing the NAVD 88
 AB9223.geopotential number by the normal gravity value computed on the
 AB9223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9223.degrees latitude (g = 980.6199 gals.).
 AB9223
 AB9223.The modeled gravity was interpolated from observed gravity values.
 AB9223
 AB9223;                    North         East    Units  Estimated Accuracy
 AB9223;SPC SD N     -    70,588.8     326,814.6     MT  (+/- 3 meters HH1 GPS) 
 AB9223
 AB9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2489819326(NAD 83)
 AB9223
 AB9223                          SUPERSEDED SURVEY CONTROL
 AB9223
 AB9223.No superseded survey control is available for this station.
 AB9223
 AB9223_MARKER: Z = SEE DESCRIPTION
 AB9223_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9223_STAMPING: 34-39.11 1995
 AB9223_MARK LOGO: NGS
 AB9223_PROJECTION: FLUSH
 AB9223_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9223+STABILITY: POSITION/ELEVATION WELL
 AB9223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9223+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 AB9223_ROD/PIPE-DEPTH: 6.4 meters
 AB9223_SLEEVE-DEPTH  : 4.0 meters
 AB9223
 AB9223  HISTORY     - Date     Condition        Report By
 AB9223  HISTORY     - 1995     MONUMENTED       SDDT
 AB9223  HISTORY     - 19950513 GOOD             NGS
 AB9223
 AB9223                          STATION DESCRIPTION
 AB9223
 AB9223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9223'8.3 KM (5.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9223'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 170.0 M (557.7 FT) EAST OF
 AB9223'MILEPOST 39, 22.7 M (74.5 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 AB9223'CENTERLINE, 5.5 M (18.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 AB9223'GATE, AND 0.2 M (0.7 FT) NORTHWEST OF A METAL GUARD POST. NOTE--THE
 AB9223'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 AB9223'IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AB9223'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9222 ***********************************************************************
 AB9222  DESIGNATION -  34 040.0
 AB9222  PID         -  AB9222
 AB9222  STATE/COUNTY-  SD/MEADE
 AB9222  COUNTRY     -  US
 AB9222  USGS QUAD   -  FORT MEADE (2017)
 AB9222
 AB9222                         *CURRENT SURVEY CONTROL
 AB9222  ______________________________________________________________________
 AB9222* NAD 83(1986) POSITION- 44 25 22.     (N) 103 24 59.     (W)   SCALED
 AB9222* NAVD 88 ORTHO HEIGHT -   975.238 (meters)     3199.59  (feet) ADJUSTED
 AB9222  ______________________________________________________________________
 AB9222  GEOID HEIGHT    -        -15.761 (meters)                     GEOID18
 AB9222  DYNAMIC HEIGHT  -        974.938 (meters)     3198.61  (feet) COMP
 AB9222  MODELED GRAVITY -    980,277.5   (mgal)                       NAVD 88
 AB9222
 AB9222  VERT ORDER      -  FIRST     CLASS II
 AB9222
 AB9222.The horizontal coordinates were scaled from a map and have
 AB9222.an estimated accuracy of +/- 6 seconds.
 AB9222
 AB9222.The orthometric height was determined by differential leveling and
 AB9222.adjusted by the NATIONAL GEODETIC SURVEY
 AB9222.in October 1997.
 AB9222
 AB9222.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9222.GEOID18 height accuracy estimate available here.
 AB9222
 AB9222.Click photographs - Photos may exist for this station.
 AB9222
 AB9222.The dynamic height is computed by dividing the NAVD 88
 AB9222.geopotential number by the normal gravity value computed on the
 AB9222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9222.degrees latitude (g = 980.6199 gals.).
 AB9222
 AB9222.The modeled gravity was interpolated from observed gravity values.
 AB9222
 AB9222;                    North         East    Units  Estimated Accuracy
 AB9222;SPC SD N     -    71,240.      328,020.      MT  (+/- 180 meters Scaled)
 AB9222
 AB9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK260200(NAD 83)
 AB9222
 AB9222                          SUPERSEDED SURVEY CONTROL
 AB9222
 AB9222.No superseded survey control is available for this station.
 AB9222
 AB9222_MARKER: DD = SURVEY DISK
 AB9222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9222_STAMPING: 34-40.0
 AB9222_MARK LOGO: SDDT
 AB9222_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9222+STABILITY: SURFACE MOTION
 AB9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9222+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 AB9222
 AB9222  HISTORY     - Date     Condition        Report By
 AB9222  HISTORY     - UNK      MONUMENTED       SDDT
 AB9222  HISTORY     - 19950513 GOOD             NGS
 AB9222  HISTORY     - 20121118 POOR             INDIV
 AB9222
 AB9222                          STATION DESCRIPTION
 AB9222
 AB9222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9222'9.8 KM (6.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9222'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 21.1 M (69.2 FT) SOUTHEAST
 AB9222'OF THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) SOUTHEAST OF MILEPOST 40,
 AB9222'1.2 M (3.9 FT) NORTHWEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AB9222'THE HIGHWAY, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST, AND THE
 AB9222'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9222
 AB9222                          STATION RECOVERY (2012)
 AB9222
 AB9222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9222'CONCRETE CRACKED AND BROKE.  DISK BENT AND SCRAPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9221 ***********************************************************************
 AB9221  DESIGNATION -  34 041.0
 AB9221  PID         -  AB9221
 AB9221  STATE/COUNTY-  SD/MEADE
 AB9221  COUNTRY     -  US
 AB9221  USGS QUAD   -  FORT MEADE (2017)
 AB9221
 AB9221                         *CURRENT SURVEY CONTROL
 AB9221  ______________________________________________________________________
 AB9221* NAD 83(1986) POSITION- 44 25 59.     (N) 103 24 09.     (W)   SCALED
 AB9221* NAVD 88 ORTHO HEIGHT -   948.259 (meters)     3111.08  (feet) ADJUSTED
 AB9221  ______________________________________________________________________
 AB9221  GEOID HEIGHT    -        -15.862 (meters)                     GEOID18
 AB9221  DYNAMIC HEIGHT  -        947.967 (meters)     3110.12  (feet) COMP
 AB9221  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 AB9221
 AB9221  VERT ORDER      -  FIRST     CLASS II
 AB9221
 AB9221.The horizontal coordinates were scaled from a map and have
 AB9221.an estimated accuracy of +/- 6 seconds.
 AB9221
 AB9221.The orthometric height was determined by differential leveling and
 AB9221.adjusted by the NATIONAL GEODETIC SURVEY
 AB9221.in October 1997.
 AB9221
 AB9221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9221.GEOID18 height accuracy estimate available here.
 AB9221
 AB9221.Click photographs - Photos may exist for this station.
 AB9221
 AB9221.The dynamic height is computed by dividing the NAVD 88
 AB9221.geopotential number by the normal gravity value computed on the
 AB9221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9221.degrees latitude (g = 980.6199 gals.).
 AB9221
 AB9221.The modeled gravity was interpolated from observed gravity values.
 AB9221
 AB9221;                    North         East    Units  Estimated Accuracy
 AB9221;SPC SD N     -    72,340.      329,170.      MT  (+/- 180 meters Scaled)
 AB9221
 AB9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK271212(NAD 83)
 AB9221
 AB9221                          SUPERSEDED SURVEY CONTROL
 AB9221
 AB9221.No superseded survey control is available for this station.
 AB9221
 AB9221_MARKER: DD = SURVEY DISK
 AB9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9221_STAMPING: 34-41.0
 AB9221_MARK LOGO: SDDT
 AB9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9221+STABILITY: SURFACE MOTION
 AB9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9221+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 AB9221
 AB9221  HISTORY     - Date     Condition        Report By
 AB9221  HISTORY     - UNK      MONUMENTED       SDDT
 AB9221  HISTORY     - 19950513 GOOD             NGS
 AB9221
 AB9221                          STATION DESCRIPTION
 AB9221
 AB9221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9221'11.4 KM (7.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9221'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 31.1 M (102.0 FT)
 AB9221'NORTHWEST OF MILEPOST 41, 21.1 M (69.2 FT) NORTHWEST OF THE HIGHWAY
 AB9221'CENTERLINE, 1.2 M (3.9 FT) SOUTHEAST OF A FENCE CORNER, 0.5 M (1.6 FT)
 AB9221'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 AB9221'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9220 ***********************************************************************
 AB9220  DESIGNATION -  34 042.0
 AB9220  PID         -  AB9220
 AB9220  STATE/COUNTY-  SD/MEADE
 AB9220  COUNTRY     -  US
 AB9220  USGS QUAD   -  FORT MEADE (2017)
 AB9220
 AB9220                         *CURRENT SURVEY CONTROL
 AB9220  ______________________________________________________________________
 AB9220* NAD 83(1986) POSITION- 44 26 33.     (N) 103 23 15.     (W)   SCALED
 AB9220* NAVD 88 ORTHO HEIGHT -   943.184 (meters)     3094.43  (feet) ADJUSTED
 AB9220  ______________________________________________________________________
 AB9220  GEOID HEIGHT    -        -15.959 (meters)                     GEOID18
 AB9220  DYNAMIC HEIGHT  -        942.897 (meters)     3093.49  (feet) COMP
 AB9220  MODELED GRAVITY -    980,281.6   (mgal)                       NAVD 88
 AB9220
 AB9220  VERT ORDER      -  FIRST     CLASS II
 AB9220
 AB9220.The horizontal coordinates were scaled from a map and have
 AB9220.an estimated accuracy of +/- 6 seconds.
 AB9220
 AB9220.The orthometric height was determined by differential leveling and
 AB9220.adjusted by the NATIONAL GEODETIC SURVEY
 AB9220.in October 1997.
 AB9220
 AB9220.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9220.GEOID18 height accuracy estimate available here.
 AB9220
 AB9220.Click photographs - Photos may exist for this station.
 AB9220
 AB9220.The dynamic height is computed by dividing the NAVD 88
 AB9220.geopotential number by the normal gravity value computed on the
 AB9220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9220.degrees latitude (g = 980.6199 gals.).
 AB9220
 AB9220.The modeled gravity was interpolated from observed gravity values.
 AB9220
 AB9220;                    North         East    Units  Estimated Accuracy
 AB9220;SPC SD N     -    73,330.      330,410.      MT  (+/- 180 meters Scaled)
 AB9220
 AB9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK283222(NAD 83)
 AB9220
 AB9220                          SUPERSEDED SURVEY CONTROL
 AB9220
 AB9220.No superseded survey control is available for this station.
 AB9220
 AB9220_MARKER: DD = SURVEY DISK
 AB9220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9220_STAMPING: 34-42.0
 AB9220_MARK LOGO: SDDT
 AB9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9220+STABILITY: SURFACE MOTION
 AB9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9220+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 AB9220
 AB9220  HISTORY     - Date     Condition        Report By
 AB9220  HISTORY     - UNK      MONUMENTED       SDDT
 AB9220  HISTORY     - 19950513 GOOD             NGS
 AB9220
 AB9220                          STATION DESCRIPTION
 AB9220
 AB9220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9220'12.9 KM (8.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9220'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 21.7 M (71.2 FT) SOUTHEAST
 AB9220'OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) SOUTHEAST OF MILEPOST 42,
 AB9220'0.8 M (2.6 FT) NORTHWEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AB9220'THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE
 AB9220'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9219 ***********************************************************************
 AB9219  DESIGNATION -  34 043.0
 AB9219  PID         -  AB9219
 AB9219  STATE/COUNTY-  SD/MEADE
 AB9219  COUNTRY     -  US
 AB9219  USGS QUAD   -  FORT MEADE NE (2017)
 AB9219
 AB9219                         *CURRENT SURVEY CONTROL
 AB9219  ______________________________________________________________________
 AB9219* NAD 83(1986) POSITION- 44 27 06.     (N) 103 22 20.     (W)   SCALED
 AB9219* NAVD 88 ORTHO HEIGHT -   928.159 (meters)     3045.14  (feet) ADJUSTED
 AB9219  ______________________________________________________________________
 AB9219  GEOID HEIGHT    -        -16.052 (meters)                     GEOID18
 AB9219  DYNAMIC HEIGHT  -        927.879 (meters)     3044.22  (feet) COMP
 AB9219  MODELED GRAVITY -    980,285.1   (mgal)                       NAVD 88
 AB9219
 AB9219  VERT ORDER      -  FIRST     CLASS II
 AB9219
 AB9219.The horizontal coordinates were scaled from a map and have
 AB9219.an estimated accuracy of +/- 6 seconds.
 AB9219
 AB9219.The orthometric height was determined by differential leveling and
 AB9219.adjusted by the NATIONAL GEODETIC SURVEY
 AB9219.in October 1997.
 AB9219
 AB9219.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9219.GEOID18 height accuracy estimate available here.
 AB9219
 AB9219.Click photographs - Photos may exist for this station.
 AB9219
 AB9219.The dynamic height is computed by dividing the NAVD 88
 AB9219.geopotential number by the normal gravity value computed on the
 AB9219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9219.degrees latitude (g = 980.6199 gals.).
 AB9219
 AB9219.The modeled gravity was interpolated from observed gravity values.
 AB9219
 AB9219;                    North         East    Units  Estimated Accuracy
 AB9219;SPC SD N     -    74,300.      331,670.      MT  (+/- 180 meters Scaled)
 AB9219
 AB9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK295233(NAD 83)
 AB9219
 AB9219                          SUPERSEDED SURVEY CONTROL
 AB9219
 AB9219.No superseded survey control is available for this station.
 AB9219
 AB9219_MARKER: DD = SURVEY DISK
 AB9219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9219_STAMPING: 34-43.0
 AB9219_MARK LOGO: SDDT
 AB9219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9219+STABILITY: SURFACE MOTION
 AB9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9219+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 AB9219
 AB9219  HISTORY     - Date     Condition        Report By
 AB9219  HISTORY     - UNK      MONUMENTED       SDDT
 AB9219  HISTORY     - 19950513 GOOD             NGS
 AB9219  HISTORY     - 20120327 GOOD             INDIV
 AB9219
 AB9219                          STATION DESCRIPTION
 AB9219
 AB9219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9219'14.5 KM (9.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9219'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 22.0 M (72.2 FT) SOUTHEAST
 AB9219'OF THE HIGHWAY CENTERLINE, 12.0 M (39.4 FT) SOUTHEAST OF MILEPOST 43,
 AB9219'0.7 M (2.3 FT) NORTHWEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AB9219'THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE
 AB9219'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9219
 AB9219                          STATION RECOVERY (2012)
 AB9219
 AB9219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9218 ***********************************************************************
 AB9218  DESIGNATION -  34 044.0
 AB9218  PID         -  AB9218
 AB9218  STATE/COUNTY-  SD/MEADE
 AB9218  COUNTRY     -  US
 AB9218  USGS QUAD   -  FORT MEADE NE (2017)
 AB9218
 AB9218                         *CURRENT SURVEY CONTROL
 AB9218  ______________________________________________________________________
 AB9218* NAD 83(1986) POSITION- 44 27 37.19   (N) 103 21 20.24   (W)   HD_HELD1
 AB9218* NAVD 88 ORTHO HEIGHT -   919.378 (meters)     3016.33  (feet) ADJUSTED
 AB9218  ______________________________________________________________________
 AB9218  GEOID HEIGHT    -        -16.144 (meters)                     GEOID18
 AB9218  DYNAMIC HEIGHT  -        919.106 (meters)     3015.43  (feet) COMP
 AB9218  MODELED GRAVITY -    980,290.2   (mgal)                       NAVD 88
 AB9218
 AB9218  VERT ORDER      -  FIRST     CLASS II
 AB9218
 AB9218.The horizontal coordinates were determined by differentially corrected
 AB9218.hand held GPS observations or other comparable positioning techniques
 AB9218.and have an estimated accuracy of +/- 3 meters.
 AB9218
 AB9218.The orthometric height was determined by differential leveling and
 AB9218.adjusted by the NATIONAL GEODETIC SURVEY
 AB9218.in October 1997.
 AB9218
 AB9218.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9218.GEOID18 height accuracy estimate available here.
 AB9218
 AB9218.Click photographs - Photos may exist for this station.
 AB9218
 AB9218.The dynamic height is computed by dividing the NAVD 88
 AB9218.geopotential number by the normal gravity value computed on the
 AB9218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9218.degrees latitude (g = 980.6199 gals.).
 AB9218
 AB9218.The modeled gravity was interpolated from observed gravity values.
 AB9218
 AB9218;                    North         East    Units  Estimated Accuracy
 AB9218;SPC SD N     -    75,207.4     333,026.6     MT  (+/- 3 meters HH1 GPS) 
 AB9218
 AB9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3081324317(NAD 83)
 AB9218
 AB9218                          SUPERSEDED SURVEY CONTROL
 AB9218
 AB9218.No superseded survey control is available for this station.
 AB9218
 AB9218_MARKER: Z = SEE DESCRIPTION
 AB9218_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9218_STAMPING: 34-44.0 1995
 AB9218_MARK LOGO: NGS
 AB9218_PROJECTION: FLUSH
 AB9218_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9218+STABILITY: POSITION/ELEVATION WELL
 AB9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9218+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 AB9218_ROD/PIPE-DEPTH: 6.4 meters
 AB9218_SLEEVE-DEPTH  : 4.0 meters
 AB9218
 AB9218  HISTORY     - Date     Condition        Report By
 AB9218  HISTORY     - 1995     MONUMENTED       SDDT
 AB9218  HISTORY     - 19950513 GOOD             NGS
 AB9218  HISTORY     - 20120328 GOOD             INDIV
 AB9218
 AB9218                          STATION DESCRIPTION
 AB9218
 AB9218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9218'16.1 KM (10.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9218'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 32.2 M (105.6 FT)
 AB9218'NORTHWEST OF MILEPOST 44, 23.0 M (75.5 FT) NORTHEAST OF THE CENTER OF
 AB9218'A FIELD ENTRANCE AND GATE, 22.2 M (72.8 FT) NORTHWEST OF THE HIGHWAY
 AB9218'CENTERLINE, 0.4 M (1.3 FT) NORTHWEST OF A METAL GUARD POST, 0.4
 AB9218'SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE
 AB9218'LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 AB9218'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AB9218'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9218'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB9218
 AB9218                          STATION RECOVERY (2012)
 AB9218
 AB9218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9217 ***********************************************************************
 AB9217  DESIGNATION -  34 045.0
 AB9217  PID         -  AB9217
 AB9217  STATE/COUNTY-  SD/MEADE
 AB9217  COUNTRY     -  US
 AB9217  USGS QUAD   -  FORT MEADE NE (2017)
 AB9217
 AB9217                         *CURRENT SURVEY CONTROL
 AB9217  ______________________________________________________________________
 AB9217* NAD 83(1986) POSITION- 44 28 24.     (N) 103 20 51.     (W)   SCALED
 AB9217* NAVD 88 ORTHO HEIGHT -   891.551 (meters)     2925.03  (feet) ADJUSTED
 AB9217  ______________________________________________________________________
 AB9217  GEOID HEIGHT    -        -16.211 (meters)                     GEOID18
 AB9217  DYNAMIC HEIGHT  -        891.293 (meters)     2924.18  (feet) COMP
 AB9217  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 AB9217
 AB9217  VERT ORDER      -  FIRST     CLASS II
 AB9217
 AB9217.The horizontal coordinates were scaled from a map and have
 AB9217.an estimated accuracy of +/- 6 seconds.
 AB9217
 AB9217.The orthometric height was determined by differential leveling and
 AB9217.adjusted by the NATIONAL GEODETIC SURVEY
 AB9217.in October 1997.
 AB9217
 AB9217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9217.GEOID18 height accuracy estimate available here.
 AB9217
 AB9217.Click photographs - Photos may exist for this station.
 AB9217
 AB9217.The dynamic height is computed by dividing the NAVD 88
 AB9217.geopotential number by the normal gravity value computed on the
 AB9217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9217.degrees latitude (g = 980.6199 gals.).
 AB9217
 AB9217.The modeled gravity was interpolated from observed gravity values.
 AB9217
 AB9217;                    North         East    Units  Estimated Accuracy
 AB9217;SPC SD N     -    76,620.      333,730.      MT  (+/- 180 meters Scaled)
 AB9217
 AB9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK314257(NAD 83)
 AB9217
 AB9217                          SUPERSEDED SURVEY CONTROL
 AB9217
 AB9217.No superseded survey control is available for this station.
 AB9217
 AB9217_MARKER: DD = SURVEY DISK
 AB9217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9217_STAMPING: 34-45.0
 AB9217_MARK LOGO: SDDT
 AB9217_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9217+STABILITY: SURFACE MOTION
 AB9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9217+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 AB9217
 AB9217  HISTORY     - Date     Condition        Report By
 AB9217  HISTORY     - UNK      MONUMENTED       SDDT
 AB9217  HISTORY     - 19950513 GOOD             NGS
 AB9217  HISTORY     - 20120328 GOOD             INDIV
 AB9217
 AB9217                          STATION DESCRIPTION
 AB9217
 AB9217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9217'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9217'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 60.6 M (198.8 FT)
 AB9217'NORTHWEST OF MILEPOST 46, 49.6 M (162.7 FT) NORTHWEST OF THE HIGHWAY
 AB9217'CENTERLINE, 48.6 M (159.4 FT) EAST OF THE CENTER OF COUNTY ROAD ML 5,
 AB9217'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9217'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9217'SURFACE.
 AB9217
 AB9217                          STATION RECOVERY (2012)
 AB9217
 AB9217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9216 ***********************************************************************
 AB9216  DESIGNATION -  34 045.99
 AB9216  PID         -  AB9216
 AB9216  STATE/COUNTY-  SD/MEADE
 AB9216  COUNTRY     -  US
 AB9216  USGS QUAD   -  FORT MEADE NE (2017)
 AB9216
 AB9216                         *CURRENT SURVEY CONTROL
 AB9216  ______________________________________________________________________
 AB9216* NAD 83(1986) POSITION- 44 28 28.     (N) 103 19 40.     (W)   SCALED
 AB9216* NAVD 88 ORTHO HEIGHT -   881.264 (meters)     2891.28  (feet) ADJUSTED
 AB9216  ______________________________________________________________________
 AB9216  GEOID HEIGHT    -        -16.287 (meters)                     GEOID18
 AB9216  DYNAMIC HEIGHT  -        881.012 (meters)     2890.45  (feet) COMP
 AB9216  MODELED GRAVITY -    980,302.3   (mgal)                       NAVD 88
 AB9216
 AB9216  VERT ORDER      -  FIRST     CLASS II
 AB9216
 AB9216.The horizontal coordinates were scaled from a map and have
 AB9216.an estimated accuracy of +/- 6 seconds.
 AB9216
 AB9216.The orthometric height was determined by differential leveling and
 AB9216.adjusted by the NATIONAL GEODETIC SURVEY
 AB9216.in October 1997.
 AB9216
 AB9216.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9216.GEOID18 height accuracy estimate available here.
 AB9216
 AB9216.Click photographs - Photos may exist for this station.
 AB9216
 AB9216.The dynamic height is computed by dividing the NAVD 88
 AB9216.geopotential number by the normal gravity value computed on the
 AB9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9216.degrees latitude (g = 980.6199 gals.).
 AB9216
 AB9216.The modeled gravity was interpolated from observed gravity values.
 AB9216
 AB9216;                    North         East    Units  Estimated Accuracy
 AB9216;SPC SD N     -    76,680.      335,310.      MT  (+/- 180 meters Scaled)
 AB9216
 AB9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK329259(NAD 83)
 AB9216
 AB9216                          SUPERSEDED SURVEY CONTROL
 AB9216
 AB9216.No superseded survey control is available for this station.
 AB9216
 AB9216_MARKER: DD = SURVEY DISK
 AB9216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9216_STAMPING: 34-45.99
 AB9216_MARK LOGO: SDDT
 AB9216_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9216+STABILITY: SURFACE MOTION
 AB9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9216+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 AB9216
 AB9216  HISTORY     - Date     Condition        Report By
 AB9216  HISTORY     - UNK      MONUMENTED       SDDT
 AB9216  HISTORY     - 19950513 GOOD             NGS
 AB9216  HISTORY     - 20120330 GOOD             INDIV
 AB9216
 AB9216                          STATION DESCRIPTION
 AB9216
 AB9216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9216'19.4 KM (12.05 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9216'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 36.3 M (119.1 FT)
 AB9216'SOUTHWEST OF MILEPOST 46, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY
 AB9216'CENTERLINE, 0.8 M (2.6 FT) NORTH OF A T-FENCE CORNER, 0.3 M (1.0 FT)
 AB9216'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AB9216'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9216
 AB9216                          STATION RECOVERY (2012)
 AB9216
 AB9216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9215 ***********************************************************************
 AB9215  DESIGNATION -  34 046.99
 AB9215  PID         -  AB9215
 AB9215  STATE/COUNTY-  SD/MEADE
 AB9215  COUNTRY     -  US
 AB9215  USGS QUAD   -  FORT MEADE NE (2017)
 AB9215
 AB9215                         *CURRENT SURVEY CONTROL
 AB9215  ______________________________________________________________________
 AB9215* NAD 83(1986) POSITION- 44 28 27.     (N) 103 18 28.     (W)   SCALED
 AB9215* NAVD 88 ORTHO HEIGHT -   869.167 (meters)     2851.59  (feet) ADJUSTED
 AB9215  ______________________________________________________________________
 AB9215  GEOID HEIGHT    -        -16.358 (meters)                     GEOID18
 AB9215  DYNAMIC HEIGHT  -        868.918 (meters)     2850.78  (feet) COMP
 AB9215  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 AB9215
 AB9215  VERT ORDER      -  FIRST     CLASS II
 AB9215
 AB9215.The horizontal coordinates were scaled from a map and have
 AB9215.an estimated accuracy of +/- 6 seconds.
 AB9215
 AB9215.The orthometric height was determined by differential leveling and
 AB9215.adjusted by the NATIONAL GEODETIC SURVEY
 AB9215.in October 1997.
 AB9215
 AB9215.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9215.GEOID18 height accuracy estimate available here.
 AB9215
 AB9215.Click photographs - Photos may exist for this station.
 AB9215
 AB9215.The dynamic height is computed by dividing the NAVD 88
 AB9215.geopotential number by the normal gravity value computed on the
 AB9215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9215.degrees latitude (g = 980.6199 gals.).
 AB9215
 AB9215.The modeled gravity was interpolated from observed gravity values.
 AB9215
 AB9215;                    North         East    Units  Estimated Accuracy
 AB9215;SPC SD N     -    76,590.      336,890.      MT  (+/- 180 meters Scaled)
 AB9215
 AB9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK345259(NAD 83)
 AB9215
 AB9215                          SUPERSEDED SURVEY CONTROL
 AB9215
 AB9215.No superseded survey control is available for this station.
 AB9215
 AB9215_MARKER: DD = SURVEY DISK
 AB9215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9215_STAMPING: 34-46.99
 AB9215_MARK LOGO: SDDT
 AB9215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9215+STABILITY: SURFACE MOTION
 AB9215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9215+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9215
 AB9215  HISTORY     - Date     Condition        Report By
 AB9215  HISTORY     - UNK      MONUMENTED       SDDT
 AB9215  HISTORY     - 19950513 GOOD             NGS
 AB9215  HISTORY     - 20120409 GOOD             INDIV
 AB9215
 AB9215                          STATION DESCRIPTION
 AB9215
 AB9215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9215'21.0 KM (13.05 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9215'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 32.0 M (105.0 FT)
 AB9215'SOUTHWEST OF MILEPOST 47, 22.1 M (72.5 FT) SOUTH OF THE HIGHWAY
 AB9215'CENTERLINE, 11.7 M (38.4 FT) EAST OF THE CENTERLINE OF A DRIVEWAY, 0.7
 AB9215'M (2.3 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AB9215'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AB9215'FLUSH WITH THE GROUND SURFACE.
 AB9215
 AB9215                          STATION RECOVERY (2012)
 AB9215
 AB9215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9214 ***********************************************************************
 AB9214  DESIGNATION -  34 048.0
 AB9214  PID         -  AB9214
 AB9214  STATE/COUNTY-  SD/MEADE
 AB9214  COUNTRY     -  US
 AB9214  USGS QUAD   -  FORT MEADE NE (2017)
 AB9214
 AB9214                         *CURRENT SURVEY CONTROL
 AB9214  ______________________________________________________________________
 AB9214* NAD 83(1986) POSITION- 44 28 40.     (N) 103 17 19.     (W)   SCALED
 AB9214* NAVD 88 ORTHO HEIGHT -   858.674 (meters)     2817.17  (feet) ADJUSTED
 AB9214  ______________________________________________________________________
 AB9214  GEOID HEIGHT    -        -16.433 (meters)                     GEOID18
 AB9214  DYNAMIC HEIGHT  -        858.430 (meters)     2816.37  (feet) COMP
 AB9214  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 AB9214
 AB9214  VERT ORDER      -  FIRST     CLASS II
 AB9214
 AB9214.The horizontal coordinates were scaled from a map and have
 AB9214.an estimated accuracy of +/- 6 seconds.
 AB9214
 AB9214.The orthometric height was determined by differential leveling and
 AB9214.adjusted by the NATIONAL GEODETIC SURVEY
 AB9214.in October 1997.
 AB9214
 AB9214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9214.GEOID18 height accuracy estimate available here.
 AB9214
 AB9214.Click photographs - Photos may exist for this station.
 AB9214
 AB9214.The dynamic height is computed by dividing the NAVD 88
 AB9214.geopotential number by the normal gravity value computed on the
 AB9214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9214.degrees latitude (g = 980.6199 gals.).
 AB9214
 AB9214.The modeled gravity was interpolated from observed gravity values.
 AB9214
 AB9214;                    North         East    Units  Estimated Accuracy
 AB9214;SPC SD N     -    76,930.      338,430.      MT  (+/- 180 meters Scaled)
 AB9214
 AB9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK361263(NAD 83)
 AB9214
 AB9214                          SUPERSEDED SURVEY CONTROL
 AB9214
 AB9214.No superseded survey control is available for this station.
 AB9214
 AB9214_MARKER: DD = SURVEY DISK
 AB9214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9214_STAMPING: 34-48.0
 AB9214_MARK LOGO: SDDT
 AB9214_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9214+STABILITY: SURFACE MOTION
 AB9214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9214+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9214
 AB9214  HISTORY     - Date     Condition        Report By
 AB9214  HISTORY     - UNK      MONUMENTED       SDDT
 AB9214  HISTORY     - 19950513 GOOD             NGS
 AB9214  HISTORY     - 20120409 GOOD             INDIV
 AB9214
 AB9214                          STATION DESCRIPTION
 AB9214
 AB9214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9214'22.7 KM (14.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9214'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 41.9 M (137.5 FT)
 AB9214'NORTHWEST OF MILEPOST 48, 22.0 M (72.2 FT) NORTHWEST OF THE HIGHWAY
 AB9214'CENTERLINE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 AB9214'FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST,
 AB9214'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9214
 AB9214                          STATION RECOVERY (2012)
 AB9214
 AB9214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9213 ***********************************************************************
 AB9213  CBN         -  This is a Cooperative Base Network Control Station.
 AB9213  DESIGNATION -  34 049.0
 AB9213  PID         -  AB9213
 AB9213  STATE/COUNTY-  SD/MEADE
 AB9213  COUNTRY     -  US
 AB9213  USGS QUAD   -  FORT MEADE NE (2017)
 AB9213
 AB9213                         *CURRENT SURVEY CONTROL
 AB9213  ______________________________________________________________________
 AB9213* NAD 83(2011) POSITION- 44 28 54.76357(N) 103 16 09.70782(W)   ADJUSTED
 AB9213* NAD 83(2011) ELLIP HT-   834.327 (meters)        (06/27/12)   ADJUSTED
 AB9213* NAD 83(2011) EPOCH   -  2010.00
 AB9213* NAVD 88 ORTHO HEIGHT -   850.846 (meters)     2791.48  (feet) ADJUSTED
 AB9213  ______________________________________________________________________
 AB9213  GEOID HEIGHT    -        -16.508 (meters)                     GEOID18
 AB9213  NAD 83(2011) X  - -1,046,358.746 (meters)                     COMP
 AB9213  NAD 83(2011) Y  - -4,437,004.947 (meters)                     COMP
 AB9213  NAD 83(2011) Z  -  4,447,036.319 (meters)                     COMP
 AB9213  LAPLACE CORR    -         -8.85  (seconds)                    DEFLEC18
 AB9213  DYNAMIC HEIGHT  -        850.609 (meters)     2790.71  (feet) COMP
 AB9213  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 AB9213
 AB9213  VERT ORDER      -  FIRST     CLASS II
 AB9213
 AB9213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9213  Standards:
 AB9213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9213  -------------------------------------------------------------------
 AB9213  NETWORK    1.10   3.19           0.51   0.36   1.63     -0.07760789
 AB9213  -------------------------------------------------------------------
 AB9213  Click here for local accuracies and other accuracy information.
 AB9213
 AB9213.The horizontal coordinates were established by GPS observations
 AB9213.and adjusted by the National Geodetic Survey in June 2012.
 AB9213
 AB9213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9213.been affixed to the stable North American tectonic plate. See 
 AB9213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9213
 AB9213.The horizontal coordinates are valid at the epoch date displayed above
 AB9213.which is a decimal equivalence of Year/Month/Day.
 AB9213
 AB9213.The orthometric height was determined by differential leveling and
 AB9213.adjusted by the NATIONAL GEODETIC SURVEY
 AB9213.in October 1997.
 AB9213
 AB9213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9213.GEOID18 height accuracy estimate available here.
 AB9213
 AB9213.Click photographs - Photos may exist for this station.
 AB9213
 AB9213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9213
 AB9213.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9213
 AB9213.The ellipsoidal height was determined by GPS observations
 AB9213.and is referenced to NAD 83.
 AB9213
 AB9213.The dynamic height is computed by dividing the NAVD 88
 AB9213.geopotential number by the normal gravity value computed on the
 AB9213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9213.degrees latitude (g = 980.6199 gals.).
 AB9213
 AB9213.The modeled gravity was interpolated from observed gravity values.
 AB9213
 AB9213. The following values were computed from the NAD 83(2011) position.
 AB9213
 AB9213;                    North         East     Units Scale Factor Converg.
 AB9213;SPC SD N     -    77,319.052   339,982.221   MT  0.99998815   -2 18 49.9
 AB9213;SPC SD N     -   253,670.92  1,115,425.00   sFT  0.99998815   -2 18 49.9
 AB9213;UTM  13      - 4,926,852.916   637,624.745   MT  0.99983293   +1 12 46.1
 AB9213
 AB9213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9213!SPC SD N     -   0.99986920  x   0.99998815  =   0.99985735
 AB9213!UTM  13      -   0.99986920  x   0.99983293  =   0.99970215
 AB9213
 AB9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3762426852(NAD 83)
 AB9213
 AB9213                          SUPERSEDED SURVEY CONTROL
 AB9213
 AB9213  NAD 83(2007)-  44 28 54.76344(N)    103 16 09.70897(W) AD(2002.00) 0
 AB9213  ELLIP H (02/10/07)  834.354  (m)                       GP(2002.00)    
 AB9213  ELLIP H (04/15/04)  834.339  (m)                       GP(       ) 2 1
 AB9213  NAD 83(1996)-  44 28 54.76271(N)    103 16 09.70899(W) AD(       ) B
 AB9213  ELLIP H (04/18/97)  834.400  (m)                       GP(       ) 4 1
 AB9213  NAVD 88 (04/18/97)  850.8    (m)  GEOID96  model used  GPS OBS        
 AB9213
 AB9213.Superseded values are not recommended for survey control.
 AB9213
 AB9213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9213.See file dsdata.pdf to determine how the superseded data were derived.
 AB9213
 AB9213_MARKER: Z = SEE DESCRIPTION
 AB9213_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9213_STAMPING: 34-49.0 1995
 AB9213_MARK LOGO: NGS
 AB9213_PROJECTION: FLUSH
 AB9213_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9213+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2012
 AB9213_ROD/PIPE-DEPTH: 12.8 meters
 AB9213_SLEEVE-DEPTH  : 1.8 meters
 AB9213
 AB9213  HISTORY     - Date     Condition        Report By
 AB9213  HISTORY     - 1995     MONUMENTED       SDDT
 AB9213  HISTORY     - 19950513 GOOD             NGS
 AB9213  HISTORY     - 19950827 GOOD             NGS
 AB9213  HISTORY     - 20080820 GOOD             WOOLPT
 AB9213  HISTORY     - 20120411 GOOD             INDIV
 AB9213
 AB9213                          STATION DESCRIPTION
 AB9213
 AB9213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9213'24.3 KM (15.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9213'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 33.4 M (109.6 FT) NORTH
 AB9213'OF MILEPOST 49, 22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6
 AB9213'M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE
 AB9213'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST.
 AB9213'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9213'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9213'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9213'THROUGH A 4-INCH PVC CAP.
 AB9213
 AB9213                          STATION RECOVERY (1995)
 AB9213
 AB9213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 AB9213'THE STATION IS LOCATED ABOUT 24.3 KM (15.10 MI) EAST-NORTHEAST OF
 AB9213'STURGIS, ON STATE HIGHWAY 34.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AB9213'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 AB9213'INTERSTATE HIGHWAY 90 (EXIT 30) IN STURGIS, GO EAST ON STATE HIGHWAY
 AB9213'34 FOR 24.3 KM (15.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS
 AB9213'A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AB9213'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.4
 AB9213'M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 33.4 M (109.6 FT) NORTH
 AB9213'OF MILEPOST 49, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AB9213'(1.6 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND
 AB9213'0.03 M (0.10 FT) NORTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE
 AB9213'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9213
 AB9213                          STATION RECOVERY (2008)
 AB9213
 AB9213'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 AB9213'RECOVERED AS DESCRIBED.
 AB9213
 AB9213                          STATION RECOVERY (2012)
 AB9213
 AB9213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9212 ***********************************************************************
 AB9212  DESIGNATION -  34 050.0
 AB9212  PID         -  AB9212
 AB9212  STATE/COUNTY-  SD/MEADE
 AB9212  COUNTRY     -  US
 AB9212  USGS QUAD   -  FORT MEADE NE (2017)
 AB9212
 AB9212                         *CURRENT SURVEY CONTROL
 AB9212  ______________________________________________________________________
 AB9212* NAD 83(1986) POSITION- 44 28 55.     (N) 103 14 59.     (W)   SCALED
 AB9212* NAVD 88 ORTHO HEIGHT -   842.812 (meters)     2765.13  (feet) ADJUSTED
 AB9212  ______________________________________________________________________
 AB9212  GEOID HEIGHT    -        -16.574 (meters)                     GEOID18
 AB9212  DYNAMIC HEIGHT  -        842.579 (meters)     2764.36  (feet) COMP
 AB9212  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 AB9212
 AB9212  VERT ORDER      -  FIRST     CLASS II
 AB9212
 AB9212.The horizontal coordinates were scaled from a map and have
 AB9212.an estimated accuracy of +/- 6 seconds.
 AB9212
 AB9212.The orthometric height was determined by differential leveling and
 AB9212.adjusted by the NATIONAL GEODETIC SURVEY
 AB9212.in October 1997.
 AB9212
 AB9212.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9212.GEOID18 height accuracy estimate available here.
 AB9212
 AB9212.Click photographs - Photos may exist for this station.
 AB9212
 AB9212.The dynamic height is computed by dividing the NAVD 88
 AB9212.geopotential number by the normal gravity value computed on the
 AB9212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9212.degrees latitude (g = 980.6199 gals.).
 AB9212
 AB9212.The modeled gravity was interpolated from observed gravity values.
 AB9212
 AB9212;                    North         East    Units  Estimated Accuracy
 AB9212;SPC SD N     -    77,260.      341,540.      MT  (+/- 180 meters Scaled)
 AB9212
 AB9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK391268(NAD 83)
 AB9212
 AB9212                          SUPERSEDED SURVEY CONTROL
 AB9212
 AB9212.No superseded survey control is available for this station.
 AB9212
 AB9212_MARKER: DD = SURVEY DISK
 AB9212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9212_STAMPING: 34-50.0
 AB9212_MARK LOGO: SDDT
 AB9212_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9212+STABILITY: SURFACE MOTION
 AB9212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9212+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9212
 AB9212  HISTORY     - Date     Condition        Report By
 AB9212  HISTORY     - UNK      MONUMENTED       SDDT
 AB9212  HISTORY     - 19950513 GOOD             NGS
 AB9212  HISTORY     - 20120409 GOOD             INDIV
 AB9212
 AB9212                          STATION DESCRIPTION
 AB9212
 AB9212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9212'25.9 KM (16.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9212'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 32.5 M (106.6 FT) NORTH
 AB9212'OF MILEPOST 50, 21.6 M (70.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5
 AB9212'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 AB9212'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9212
 AB9212                          STATION RECOVERY (2012)
 AB9212
 AB9212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9211 ***********************************************************************
 AB9211  DESIGNATION -  34 051.0
 AB9211  PID         -  AB9211
 AB9211  STATE/COUNTY-  SD/MEADE
 AB9211  COUNTRY     -  US
 AB9211  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 AB9211
 AB9211                         *CURRENT SURVEY CONTROL
 AB9211  ______________________________________________________________________
 AB9211* NAD 83(1986) POSITION- 44 28 55.     (N) 103 13 54.     (W)   SCALED
 AB9211* NAVD 88 ORTHO HEIGHT -   836.312 (meters)     2743.80  (feet) ADJUSTED
 AB9211  ______________________________________________________________________
 AB9211  GEOID HEIGHT    -        -16.635 (meters)                     GEOID18
 AB9211  DYNAMIC HEIGHT  -        836.081 (meters)     2743.04  (feet) COMP
 AB9211  MODELED GRAVITY -    980,313.0   (mgal)                       NAVD 88
 AB9211
 AB9211  VERT ORDER      -  FIRST     CLASS II
 AB9211
 AB9211.The horizontal coordinates were scaled from a map and have
 AB9211.an estimated accuracy of +/- 6 seconds.
 AB9211
 AB9211.The orthometric height was determined by differential leveling and
 AB9211.adjusted by the NATIONAL GEODETIC SURVEY
 AB9211.in October 1997.
 AB9211
 AB9211.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9211.GEOID18 height accuracy estimate available here.
 AB9211
 AB9211.Click photographs - Photos may exist for this station.
 AB9211
 AB9211.The dynamic height is computed by dividing the NAVD 88
 AB9211.geopotential number by the normal gravity value computed on the
 AB9211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9211.degrees latitude (g = 980.6199 gals.).
 AB9211
 AB9211.The modeled gravity was interpolated from observed gravity values.
 AB9211
 AB9211;                    North         East    Units  Estimated Accuracy
 AB9211;SPC SD N     -    77,210.      342,980.      MT  (+/- 180 meters Scaled)
 AB9211
 AB9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK406269(NAD 83)
 AB9211
 AB9211                          SUPERSEDED SURVEY CONTROL
 AB9211
 AB9211.No superseded survey control is available for this station.
 AB9211
 AB9211_MARKER: DD = SURVEY DISK
 AB9211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9211_STAMPING: 34-51.0
 AB9211_MARK LOGO: SDDT
 AB9211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9211+STABILITY: SURFACE MOTION
 AB9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9211+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 AB9211
 AB9211  HISTORY     - Date     Condition        Report By
 AB9211  HISTORY     - UNK      MONUMENTED       SDDT
 AB9211  HISTORY     - 19950513 GOOD             NGS
 AB9211  HISTORY     - 20120420 GOOD             INDIV
 AB9211
 AB9211                          STATION DESCRIPTION
 AB9211
 AB9211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9211'27.3 KM (16.95 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9211'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 33.7 M (110.6 FT) NORTH
 AB9211'OF MILEPOST 51, 22.2 M (72.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.0
 AB9211'M (62.3 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.9 M (3.0 FT) SOUTH OF
 AB9211'A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9211'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9211'ABOVE THE GROUND SURFACE.
 AB9211
 AB9211                          STATION RECOVERY (2012)
 AB9211
 AB9211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9210 ***********************************************************************
 AB9210  DESIGNATION -  34 052.0
 AB9210  PID         -  AB9210
 AB9210  STATE/COUNTY-  SD/MEADE
 AB9210  COUNTRY     -  US
 AB9210  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 AB9210
 AB9210                         *CURRENT SURVEY CONTROL
 AB9210  ______________________________________________________________________
 AB9210* NAD 83(1986) POSITION- 44 29 07.     (N) 103 12 40.     (W)   SCALED
 AB9210* NAVD 88 ORTHO HEIGHT -   827.272 (meters)     2714.14  (feet) ADJUSTED
 AB9210  ______________________________________________________________________
 AB9210  GEOID HEIGHT    -        -16.709 (meters)                     GEOID18
 AB9210  DYNAMIC HEIGHT  -        827.046 (meters)     2713.40  (feet) COMP
 AB9210  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 AB9210
 AB9210  VERT ORDER      -  FIRST     CLASS II
 AB9210
 AB9210.The horizontal coordinates were scaled from a map and have
 AB9210.an estimated accuracy of +/- 6 seconds.
 AB9210
 AB9210.The orthometric height was determined by differential leveling and
 AB9210.adjusted by the NATIONAL GEODETIC SURVEY
 AB9210.in October 1997.
 AB9210
 AB9210.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9210.GEOID18 height accuracy estimate available here.
 AB9210
 AB9210.Click photographs - Photos may exist for this station.
 AB9210
 AB9210.The dynamic height is computed by dividing the NAVD 88
 AB9210.geopotential number by the normal gravity value computed on the
 AB9210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9210.degrees latitude (g = 980.6199 gals.).
 AB9210
 AB9210.The modeled gravity was interpolated from observed gravity values.
 AB9210
 AB9210;                    North         East    Units  Estimated Accuracy
 AB9210;SPC SD N     -    77,510.      344,630.      MT  (+/- 180 meters Scaled)
 AB9210
 AB9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK422273(NAD 83)
 AB9210
 AB9210                          SUPERSEDED SURVEY CONTROL
 AB9210
 AB9210.No superseded survey control is available for this station.
 AB9210
 AB9210_MARKER: DD = SURVEY DISK
 AB9210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9210_STAMPING: 34-52.0
 AB9210_MARK LOGO: SDDT
 AB9210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9210+STABILITY: SURFACE MOTION
 AB9210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9210+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9210
 AB9210  HISTORY     - Date     Condition        Report By
 AB9210  HISTORY     - UNK      MONUMENTED       SDDT
 AB9210  HISTORY     - 19950513 GOOD             NGS
 AB9210  HISTORY     - 20120409 GOOD             INDIV
 AB9210
 AB9210                          STATION DESCRIPTION
 AB9210
 AB9210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9210'29.0 KM (18.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9210'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 18.5 M (60.7 FT)
 AB9210'SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) SOUTHEAST OF
 AB9210'MILEPOST 52, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AB9210'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AB9210'FT) ABOVE THE GROUND SURFACE.
 AB9210
 AB9210                          STATION RECOVERY (2012)
 AB9210
 AB9210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9209 ***********************************************************************
 AB9209  DESIGNATION -  34 053.0
 AB9209  PID         -  AB9209
 AB9209  STATE/COUNTY-  SD/MEADE
 AB9209  COUNTRY     -  US
 AB9209  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 AB9209
 AB9209                         *CURRENT SURVEY CONTROL
 AB9209  ______________________________________________________________________
 AB9209* NAD 83(1986) POSITION- 44 29 40.     (N) 103 11 47.     (W)   SCALED
 AB9209* NAVD 88 ORTHO HEIGHT -   823.113 (meters)     2700.50  (feet) ADJUSTED
 AB9209  ______________________________________________________________________
 AB9209  GEOID HEIGHT    -        -16.771 (meters)                     GEOID18
 AB9209  DYNAMIC HEIGHT  -        822.889 (meters)     2699.76  (feet) COMP
 AB9209  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 AB9209
 AB9209  VERT ORDER      -  FIRST     CLASS II
 AB9209
 AB9209.The horizontal coordinates were scaled from a map and have
 AB9209.an estimated accuracy of +/- 6 seconds.
 AB9209
 AB9209.The orthometric height was determined by differential leveling and
 AB9209.adjusted by the NATIONAL GEODETIC SURVEY
 AB9209.in October 1997.
 AB9209
 AB9209.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9209.GEOID18 height accuracy estimate available here.
 AB9209
 AB9209.Click photographs - Photos may exist for this station.
 AB9209
 AB9209.The dynamic height is computed by dividing the NAVD 88
 AB9209.geopotential number by the normal gravity value computed on the
 AB9209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9209.degrees latitude (g = 980.6199 gals.).
 AB9209
 AB9209.The modeled gravity was interpolated from observed gravity values.
 AB9209
 AB9209;                    North         East    Units  Estimated Accuracy
 AB9209;SPC SD N     -    78,480.      345,840.      MT  (+/- 180 meters Scaled)
 AB9209
 AB9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK433283(NAD 83)
 AB9209
 AB9209                          SUPERSEDED SURVEY CONTROL
 AB9209
 AB9209.No superseded survey control is available for this station.
 AB9209
 AB9209_MARKER: DD = SURVEY DISK
 AB9209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9209_STAMPING: 34-53.0
 AB9209_MARK LOGO: SDDT
 AB9209_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9209+STABILITY: SURFACE MOTION
 AB9209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9209+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 AB9209
 AB9209  HISTORY     - Date     Condition        Report By
 AB9209  HISTORY     - UNK      MONUMENTED       SDDT
 AB9209  HISTORY     - 19950513 GOOD             NGS
 AB9209  HISTORY     - 20120420 GOOD             INDIV
 AB9209
 AB9209                          STATION DESCRIPTION
 AB9209
 AB9209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9209'30.6 KM (19.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9209'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 22.2 M (72.8 FT)
 AB9209'SOUTHEAST OF THE HIGHWAY CENTERLINE, 11.2 M (36.7 FT) SOUTHEAST OF
 AB9209'MILEPOST 53, 0.6 M (2.0 FT) NORTHWEST OF A FENCE, 0.5 M (1.6 FT) BELOW
 AB9209'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST,
 AB9209'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9209
 AB9209                          STATION RECOVERY (2012)
 AB9209
 AB9209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9208 ***********************************************************************
 AB9208  DESIGNATION -  34 054.0
 AB9208  PID         -  AB9208
 AB9208  STATE/COUNTY-  SD/MEADE
 AB9208  COUNTRY     -  US
 AB9208  USGS QUAD   -  VOLUNTEER (2017)
 AB9208
 AB9208                         *CURRENT SURVEY CONTROL
 AB9208  ______________________________________________________________________
 AB9208* NAD 83(1986) POSITION- 44 30 16.39   (N) 103 10 52.37   (W)   HD_HELD1
 AB9208* NAVD 88 ORTHO HEIGHT -   817.114 (meters)     2680.81  (feet) ADJUSTED
 AB9208  ______________________________________________________________________
 AB9208  GEOID HEIGHT    -        -16.834 (meters)                     GEOID18
 AB9208  DYNAMIC HEIGHT  -        816.892 (meters)     2680.09  (feet) COMP
 AB9208  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 AB9208
 AB9208  VERT ORDER      -  FIRST     CLASS II
 AB9208
 AB9208.The horizontal coordinates were determined by differentially corrected
 AB9208.hand held GPS observations or other comparable positioning techniques
 AB9208.and have an estimated accuracy of +/- 3 meters.
 AB9208
 AB9208.The orthometric height was determined by differential leveling and
 AB9208.adjusted by the NATIONAL GEODETIC SURVEY
 AB9208.in October 1997.
 AB9208
 AB9208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9208.GEOID18 height accuracy estimate available here.
 AB9208
 AB9208.Click photographs - Photos may exist for this station.
 AB9208
 AB9208.The dynamic height is computed by dividing the NAVD 88
 AB9208.geopotential number by the normal gravity value computed on the
 AB9208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9208.degrees latitude (g = 980.6199 gals.).
 AB9208
 AB9208.The modeled gravity was interpolated from observed gravity values.
 AB9208
 AB9208;                    North         East    Units  Estimated Accuracy
 AB9208;SPC SD N     -    79,557.3     347,088.2     MT  (+/- 3 meters HH1 GPS) 
 AB9208
 AB9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4457829523(NAD 83)
 AB9208
 AB9208                          SUPERSEDED SURVEY CONTROL
 AB9208
 AB9208.No superseded survey control is available for this station.
 AB9208
 AB9208_MARKER: Z = SEE DESCRIPTION
 AB9208_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9208_STAMPING: 34-54.0 1995
 AB9208_PROJECTION: FLUSH
 AB9208_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9208+STABILITY: POSITION/ELEVATION WELL
 AB9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9208+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2012
 AB9208_ROD/PIPE-DEPTH: 6.4 meters
 AB9208_SLEEVE-DEPTH  : 4.0 meters
 AB9208
 AB9208  HISTORY     - Date     Condition        Report By
 AB9208  HISTORY     - 1995     MONUMENTED       SDDT
 AB9208  HISTORY     - 19950513 GOOD             NGS
 AB9208  HISTORY     - 20120423 GOOD             INDIV
 AB9208
 AB9208                          STATION DESCRIPTION
 AB9208
 AB9208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9208'32.2 KM (20.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9208'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 33.3 M (109.3 FT)
 AB9208'NORTHWEST OF MILEPOST 54, 21.6 M (70.9 FT) NORTHWEST OF THE HIGHWAY
 AB9208'CENTERLINE, 5.8 M (19.0 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW
 AB9208'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 AB9208'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 AB9208'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9208'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9208'THROUGH A 4-INCH PVC CAP.
 AB9208
 AB9208                          STATION RECOVERY (2012)
 AB9208
 AB9208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9207 ***********************************************************************
 AB9207  DESIGNATION -  34 055.05
 AB9207  PID         -  AB9207
 AB9207  STATE/COUNTY-  SD/MEADE
 AB9207  COUNTRY     -  US
 AB9207  USGS QUAD   -  VOLUNTEER (2017)
 AB9207
 AB9207                         *CURRENT SURVEY CONTROL
 AB9207  ______________________________________________________________________
 AB9207* NAD 83(1986) POSITION- 44 30 51.     (N) 103 10 00.     (W)   SCALED
 AB9207* NAVD 88 ORTHO HEIGHT -   811.142 (meters)     2661.22  (feet) ADJUSTED
 AB9207  ______________________________________________________________________
 AB9207  GEOID HEIGHT    -        -16.893 (meters)                     GEOID18
 AB9207  DYNAMIC HEIGHT  -        810.925 (meters)     2660.51  (feet) COMP
 AB9207  MODELED GRAVITY -    980,323.7   (mgal)                       NAVD 88
 AB9207
 AB9207  VERT ORDER      -  FIRST     CLASS II
 AB9207
 AB9207.The horizontal coordinates were scaled from a map and have
 AB9207.an estimated accuracy of +/- 6 seconds.
 AB9207
 AB9207.The orthometric height was determined by differential leveling and
 AB9207.adjusted by the NATIONAL GEODETIC SURVEY
 AB9207.in October 1997.
 AB9207
 AB9207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9207.GEOID18 height accuracy estimate available here.
 AB9207
 AB9207.Click photographs - Photos may exist for this station.
 AB9207
 AB9207.The dynamic height is computed by dividing the NAVD 88
 AB9207.geopotential number by the normal gravity value computed on the
 AB9207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9207.degrees latitude (g = 980.6199 gals.).
 AB9207
 AB9207.The modeled gravity was interpolated from observed gravity values.
 AB9207
 AB9207;                    North         East    Units  Estimated Accuracy
 AB9207;SPC SD N     -    80,580.      348,290.      MT  (+/- 180 meters Scaled)
 AB9207
 AB9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK457306(NAD 83)
 AB9207
 AB9207                          SUPERSEDED SURVEY CONTROL
 AB9207
 AB9207.No superseded survey control is available for this station.
 AB9207
 AB9207_MARKER: DD = SURVEY DISK
 AB9207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9207_STAMPING: 34-55.05
 AB9207_MARK LOGO: SDDT
 AB9207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9207+STABILITY: SURFACE MOTION
 AB9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9207+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2012
 AB9207
 AB9207  HISTORY     - Date     Condition        Report By
 AB9207  HISTORY     - UNK      MONUMENTED       SDDT
 AB9207  HISTORY     - 19950513 GOOD             NGS
 AB9207  HISTORY     - 20120423 GOOD             INDIV
 AB9207
 AB9207                          STATION DESCRIPTION
 AB9207
 AB9207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9207'33.8 KM (21.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9207'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 42.5 M (139.4 FT) NORTH
 AB9207'OF MILEPOST 55, 21.1 M (69.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AB9207'0.9 M (3.0 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AB9207'THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE
 AB9207'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9207
 AB9207                          STATION RECOVERY (2012)
 AB9207
 AB9207'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9206 ***********************************************************************
 AB9206  DESIGNATION -  34 056.26
 AB9206  PID         -  AB9206
 AB9206  STATE/COUNTY-  SD/MEADE
 AB9206  COUNTRY     -  US
 AB9206  USGS QUAD   -  VOLUNTEER (2017)
 AB9206
 AB9206                         *CURRENT SURVEY CONTROL
 AB9206  ______________________________________________________________________
 AB9206* NAD 83(1986) POSITION- 44 30 52.     (N) 103 08 32.     (W)   SCALED
 AB9206* NAVD 88 ORTHO HEIGHT -   780.185 (meters)     2559.66  (feet) ADJUSTED
 AB9206  ______________________________________________________________________
 AB9206  GEOID HEIGHT    -        -16.972 (meters)                     GEOID18
 AB9206  DYNAMIC HEIGHT  -        779.976 (meters)     2558.97  (feet) COMP
 AB9206  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 AB9206
 AB9206  VERT ORDER      -  FIRST     CLASS II
 AB9206
 AB9206.The horizontal coordinates were scaled from a map and have
 AB9206.an estimated accuracy of +/- 6 seconds.
 AB9206
 AB9206.The orthometric height was determined by differential leveling and
 AB9206.adjusted by the NATIONAL GEODETIC SURVEY
 AB9206.in October 1997.
 AB9206
 AB9206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9206.GEOID18 height accuracy estimate available here.
 AB9206
 AB9206.Click photographs - Photos may exist for this station.
 AB9206
 AB9206.The dynamic height is computed by dividing the NAVD 88
 AB9206.geopotential number by the normal gravity value computed on the
 AB9206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9206.degrees latitude (g = 980.6199 gals.).
 AB9206
 AB9206.The modeled gravity was interpolated from observed gravity values.
 AB9206
 AB9206;                    North         East    Units  Estimated Accuracy
 AB9206;SPC SD N     -    80,540.      350,230.      MT  (+/- 180 meters Scaled)
 AB9206
 AB9206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK476306(NAD 83)
 AB9206
 AB9206                          SUPERSEDED SURVEY CONTROL
 AB9206
 AB9206.No superseded survey control is available for this station.
 AB9206
 AB9206_MARKER: DD = SURVEY DISK
 AB9206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9206_STAMPING: 34-56.26
 AB9206_MARK LOGO: SDDT
 AB9206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9206+STABILITY: SURFACE MOTION
 AB9206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9206+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2012
 AB9206
 AB9206  HISTORY     - Date     Condition        Report By
 AB9206  HISTORY     - UNK      MONUMENTED       SDDT
 AB9206  HISTORY     - 19950513 GOOD             NGS
 AB9206  HISTORY     - 20120423 GOOD             INDIV
 AB9206
 AB9206                          STATION DESCRIPTION
 AB9206
 AB9206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9206'35.8 KM (22.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9206'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 401.0 M (1315.6 FT)
 AB9206'EAST OF MILEPOST 56, 22.4 M (73.5 FT) NORTHEAST OF THE NORTH END OF A
 AB9206'CULVERT UNDER THE HIGHWAY, 22.1 M (72.5 FT) NORTH OF THE HIGHWAY
 AB9206'CENTERLINE, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 AB9206'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 AB9206'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9206
 AB9206                          STATION RECOVERY (2012)
 AB9206
 AB9206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9189 ***********************************************************************
 AB9189  DESIGNATION -  34 057.0
 AB9189  PID         -  AB9189
 AB9189  STATE/COUNTY-  SD/MEADE
 AB9189  COUNTRY     -  US
 AB9189  USGS QUAD   -  VOLUNTEER (2017)
 AB9189
 AB9189                         *CURRENT SURVEY CONTROL
 AB9189  ______________________________________________________________________
 AB9189* NAD 83(1986) POSITION- 44 30 34.     (N) 103 07 34.     (W)   SCALED
 AB9189* NAVD 88 ORTHO HEIGHT -   782.532 (meters)     2567.36  (feet) ADJUSTED
 AB9189  ______________________________________________________________________
 AB9189  GEOID HEIGHT    -        -17.015 (meters)                     GEOID18
 AB9189  DYNAMIC HEIGHT  -        782.322 (meters)     2566.67  (feet) COMP
 AB9189  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 AB9189
 AB9189  VERT ORDER      -  FIRST     CLASS II
 AB9189
 AB9189.The horizontal coordinates were scaled from a map and have
 AB9189.an estimated accuracy of +/- 6 seconds.
 AB9189
 AB9189.The orthometric height was determined by differential leveling and
 AB9189.adjusted by the NATIONAL GEODETIC SURVEY
 AB9189.in October 1997.
 AB9189
 AB9189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9189.GEOID18 height accuracy estimate available here.
 AB9189
 AB9189.Click photographs - Photos may exist for this station.
 AB9189
 AB9189.The dynamic height is computed by dividing the NAVD 88
 AB9189.geopotential number by the normal gravity value computed on the
 AB9189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9189.degrees latitude (g = 980.6199 gals.).
 AB9189
 AB9189.The modeled gravity was interpolated from observed gravity values.
 AB9189
 AB9189;                    North         East    Units  Estimated Accuracy
 AB9189;SPC SD N     -    79,930.      351,490.      MT  (+/- 180 meters Scaled)
 AB9189
 AB9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK489301(NAD 83)
 AB9189
 AB9189                          SUPERSEDED SURVEY CONTROL
 AB9189
 AB9189.No superseded survey control is available for this station.
 AB9189
 AB9189_MARKER: DD = SURVEY DISK
 AB9189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9189_STAMPING: 34-57.0
 AB9189_MARK LOGO: SDDT
 AB9189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9189+STABILITY: SURFACE MOTION
 AB9189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9189+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 AB9189
 AB9189  HISTORY     - Date     Condition        Report By
 AB9189  HISTORY     - UNK      MONUMENTED       SDDT
 AB9189  HISTORY     - 19950524 GOOD             NGS
 AB9189  HISTORY     - 20120425 GOOD             INDIV
 AB9189
 AB9189                          STATION DESCRIPTION
 AB9189
 AB9189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9189'38.4 KM (23.85 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9189'OFFICE IN UNION CENTER, 41.2 M (135.2 FT) WEST OF THE CENTER OF A
 AB9189'GRAVELED ROAD, 34.7 M (113.8 FT) NORTH OF MILEPOST 57, 33.8 M (110.9
 AB9189'FT) EAST OF A UTILITY POLE, 24.0 M (78.7 FT) NORTH OF THE HIGHWAY
 AB9189'CENTERLINE, 6.5 M (21.3 FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE
 AB9189'LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE
 AB9189'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9189
 AB9189                          STATION RECOVERY (2012)
 AB9189
 AB9189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9205 ***********************************************************************
 AB9205  DESIGNATION -  34 058.0
 AB9205  PID         -  AB9205
 AB9205  STATE/COUNTY-  SD/MEADE
 AB9205  COUNTRY     -  US
 AB9205  USGS QUAD   -  VOLUNTEER SE (2017)
 AB9205
 AB9205                         *CURRENT SURVEY CONTROL
 AB9205  ______________________________________________________________________
 AB9205* NAD 83(1986) POSITION- 44 30 04.58   (N) 103 06 31.67   (W)   HD_HELD1
 AB9205* NAVD 88 ORTHO HEIGHT -   797.085 (meters)     2615.10  (feet) ADJUSTED
 AB9205  ______________________________________________________________________
 AB9205  GEOID HEIGHT    -        -17.058 (meters)                     GEOID18
 AB9205  DYNAMIC HEIGHT  -        796.874 (meters)     2614.41  (feet) COMP
 AB9205  MODELED GRAVITY -    980,326.7   (mgal)                       NAVD 88
 AB9205
 AB9205  VERT ORDER      -  FIRST     CLASS II
 AB9205
 AB9205.The horizontal coordinates were determined by differentially corrected
 AB9205.hand held GPS observations or other comparable positioning techniques
 AB9205.and have an estimated accuracy of +/- 3 meters.
 AB9205
 AB9205.The orthometric height was determined by differential leveling and
 AB9205.adjusted by the NATIONAL GEODETIC SURVEY
 AB9205.in October 1997.
 AB9205
 AB9205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9205.GEOID18 height accuracy estimate available here.
 AB9205
 AB9205.Click photographs - Photos may exist for this station.
 AB9205
 AB9205.The dynamic height is computed by dividing the NAVD 88
 AB9205.geopotential number by the normal gravity value computed on the
 AB9205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9205.degrees latitude (g = 980.6199 gals.).
 AB9205
 AB9205.The modeled gravity was interpolated from observed gravity values.
 AB9205
 AB9205;                    North         East    Units  Estimated Accuracy
 AB9205;SPC SD N     -    78,969.4     352,828.6     MT  (+/- 3 meters HH1 GPS) 
 AB9205
 AB9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5034329289(NAD 83)
 AB9205
 AB9205                          SUPERSEDED SURVEY CONTROL
 AB9205
 AB9205.No superseded survey control is available for this station.
 AB9205
 AB9205_MARKER: DD = SURVEY DISK
 AB9205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9205_STAMPING: 34-58.0
 AB9205_MARK LOGO: SDDT
 AB9205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9205+STABILITY: SURFACE MOTION
 AB9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9205+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 AB9205
 AB9205  HISTORY     - Date     Condition        Report By
 AB9205  HISTORY     - UNK      MONUMENTED       SDDT
 AB9205  HISTORY     - 19950524 GOOD             NGS
 AB9205  HISTORY     - 20120425 GOOD             INDIV
 AB9205
 AB9205                          STATION DESCRIPTION
 AB9205
 AB9205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9205'36.8 KM (22.85 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9205'OFFICE IN UNION CENTER, 51.6 M (169.3 FT) NORTHEAST OF MILEPOST 58,
 AB9205'40.8 M (133.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 37.2 M (122.0
 AB9205'FT) SOUTHEAST OF A FIELD ENTRANCE AND GATE, 2.0 M (6.6 FT) ABOVE THE
 AB9205'LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0
 AB9205'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9205'GROUND SURFACE.
 AB9205
 AB9205                          STATION RECOVERY (2012)
 AB9205
 AB9205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9204 ***********************************************************************
 AB9204  DESIGNATION -  34 058.99
 AB9204  PID         -  AB9204
 AB9204  STATE/COUNTY-  SD/MEADE
 AB9204  COUNTRY     -  US
 AB9204  USGS QUAD   -  ELM CREEK (2017)
 AB9204
 AB9204                         *CURRENT SURVEY CONTROL
 AB9204  ______________________________________________________________________
 AB9204* NAD 83(1986) POSITION- 44 29 53.     (N) 103 05 23.     (W)   SCALED
 AB9204* NAVD 88 ORTHO HEIGHT -   807.556 (meters)     2649.46  (feet) ADJUSTED
 AB9204  ______________________________________________________________________
 AB9204  GEOID HEIGHT    -        -17.109 (meters)                     GEOID18
 AB9204  DYNAMIC HEIGHT  -        807.340 (meters)     2648.75  (feet) COMP
 AB9204  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 AB9204
 AB9204  VERT ORDER      -  FIRST     CLASS II
 AB9204
 AB9204.The horizontal coordinates were scaled from a map and have
 AB9204.an estimated accuracy of +/- 6 seconds.
 AB9204
 AB9204.The orthometric height was determined by differential leveling and
 AB9204.adjusted by the NATIONAL GEODETIC SURVEY
 AB9204.in October 1997.
 AB9204
 AB9204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9204.GEOID18 height accuracy estimate available here.
 AB9204
 AB9204.Click photographs - Photos may exist for this station.
 AB9204
 AB9204.The dynamic height is computed by dividing the NAVD 88
 AB9204.geopotential number by the normal gravity value computed on the
 AB9204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9204.degrees latitude (g = 980.6199 gals.).
 AB9204
 AB9204.The modeled gravity was interpolated from observed gravity values.
 AB9204
 AB9204;                    North         East    Units  Estimated Accuracy
 AB9204;SPC SD N     -    78,550.      354,330.      MT  (+/- 180 meters Scaled)
 AB9204
 AB9204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK518289(NAD 83)
 AB9204
 AB9204                          SUPERSEDED SURVEY CONTROL
 AB9204
 AB9204.No superseded survey control is available for this station.
 AB9204
 AB9204_MARKER: Z = SEE DESCRIPTION
 AB9204_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9204_STAMPING: 34-58.99 1995
 AB9204_MARK LOGO: NGS
 AB9204_PROJECTION: FLUSH
 AB9204_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9204+STABILITY: POSITION/ELEVATION WELL
 AB9204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9204+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 AB9204_ROD/PIPE-DEPTH: 6.4 meters
 AB9204_SLEEVE-DEPTH  : 4.0 meters
 AB9204
 AB9204  HISTORY     - Date     Condition        Report By
 AB9204  HISTORY     - 1995     MONUMENTED       SDDT
 AB9204  HISTORY     - 19950524 GOOD             NGS
 AB9204  HISTORY     - 20120425 GOOD             INDIV
 AB9204
 AB9204                          STATION DESCRIPTION
 AB9204
 AB9204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9204'35.2 KM (21.85 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9204'OFFICE IN UNION CENTER, 52.2 M (171.3 FT) NORTH OF MILEPOST 59, 33.8 M
 AB9204'(110.9 FT) NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY,
 AB9204'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH
 AB9204'OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) NORTH OF A METAL GUARD
 AB9204'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE
 AB9204'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 AB9204'IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AB9204'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB9204
 AB9204                          STATION RECOVERY (2012)
 AB9204
 AB9204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9203 ***********************************************************************
 AB9203  DESIGNATION -  34 063.98
 AB9203  PID         -  AB9203
 AB9203  STATE/COUNTY-  SD/MEADE
 AB9203  COUNTRY     -  US
 AB9203  USGS QUAD   -  FAIRPOINT SW (2017)
 AB9203
 AB9203                         *CURRENT SURVEY CONTROL
 AB9203  ______________________________________________________________________
 AB9203* NAD 83(1986) POSITION- 44 30 11.40   (N) 102 59 27.53   (W)   HD_HELD1
 AB9203* NAVD 88 ORTHO HEIGHT -   832.256 (meters)     2730.49  (feet) ADJUSTED
 AB9203  ______________________________________________________________________
 AB9203  GEOID HEIGHT    -        -17.397 (meters)                     GEOID18
 AB9203  DYNAMIC HEIGHT  -        832.027 (meters)     2729.74  (feet) COMP
 AB9203  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 AB9203
 AB9203  VERT ORDER      -  FIRST     CLASS II
 AB9203
 AB9203.The horizontal coordinates were determined by differentially corrected
 AB9203.hand held GPS observations or other comparable positioning techniques
 AB9203.and have an estimated accuracy of +/- 3 meters.
 AB9203
 AB9203.The orthometric height was determined by differential leveling and
 AB9203.adjusted by the NATIONAL GEODETIC SURVEY
 AB9203.in October 1997.
 AB9203
 AB9203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9203.GEOID18 height accuracy estimate available here.
 AB9203
 AB9203.Click photographs - Photos may exist for this station.
 AB9203
 AB9203.The dynamic height is computed by dividing the NAVD 88
 AB9203.geopotential number by the normal gravity value computed on the
 AB9203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9203.degrees latitude (g = 980.6199 gals.).
 AB9203
 AB9203.The modeled gravity was interpolated from observed gravity values.
 AB9203
 AB9203;                    North         East    Units  Estimated Accuracy
 AB9203;SPC SD N     -    78,826.9     362,199.3     MT  (+/- 3 meters HH1 GPS) 
 AB9203
 AB9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5970429723(NAD 83)
 AB9203
 AB9203                          SUPERSEDED SURVEY CONTROL
 AB9203
 AB9203.No superseded survey control is available for this station.
 AB9203
 AB9203_MARKER: Z = SEE DESCRIPTION
 AB9203_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9203_STAMPING: 34-63.98 1995
 AB9203_PROJECTION: FLUSH
 AB9203_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9203+STABILITY: POSITION/ELEVATION WELL
 AB9203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9203+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2012
 AB9203_ROD/PIPE-DEPTH: 6.4 meters
 AB9203_SLEEVE-DEPTH  : 4.0 meters
 AB9203
 AB9203  HISTORY     - Date     Condition        Report By
 AB9203  HISTORY     - 1995     MONUMENTED       SDDT
 AB9203  HISTORY     - 19950524 GOOD             NGS
 AB9203  HISTORY     - 20120501 GOOD             INDIV
 AB9203
 AB9203                          STATION DESCRIPTION
 AB9203
 AB9203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9203'27.3 KM (16.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9203'OFFICE IN UNION CENTER, 69.8 M (229.0 FT) NORTHWEST OF MILEPOST 64,
 AB9203'32.3 M (106.0 FT) NORTHEAST OF THE NORTH END OF THE MOST EASTERLY OF 3
 AB9203'CULVERTS UNDER THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB9203'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0
 AB9203'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AB9203'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A
 AB9203'1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AB9203'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9203
 AB9203                          STATION RECOVERY (2012)
 AB9203
 AB9203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9202 ***********************************************************************
 AB9202  DESIGNATION -  34 065.12
 AB9202  PID         -  AB9202
 AB9202  STATE/COUNTY-  SD/MEADE
 AB9202  COUNTRY     -  US
 AB9202  USGS QUAD   -  FAIRPOINT SW (2017)
 AB9202
 AB9202                         *CURRENT SURVEY CONTROL
 AB9202  ______________________________________________________________________
 AB9202* NAD 83(1986) POSITION- 44 30 08.     (N) 102 58 06.     (W)   SCALED
 AB9202* NAVD 88 ORTHO HEIGHT -   822.445 (meters)     2698.31  (feet) ADJUSTED
 AB9202  ______________________________________________________________________
 AB9202  GEOID HEIGHT    -        -17.460 (meters)                     GEOID18
 AB9202  DYNAMIC HEIGHT  -        822.221 (meters)     2697.57  (feet) COMP
 AB9202  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 AB9202
 AB9202  VERT ORDER      -  FIRST     CLASS II
 AB9202
 AB9202.The horizontal coordinates were scaled from a map and have
 AB9202.an estimated accuracy of +/- 6 seconds.
 AB9202
 AB9202.The orthometric height was determined by differential leveling and
 AB9202.adjusted by the NATIONAL GEODETIC SURVEY
 AB9202.in October 1997.
 AB9202
 AB9202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9202.GEOID18 height accuracy estimate available here.
 AB9202
 AB9202.Click photographs - Photos may exist for this station.
 AB9202
 AB9202.The dynamic height is computed by dividing the NAVD 88
 AB9202.geopotential number by the normal gravity value computed on the
 AB9202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9202.degrees latitude (g = 980.6199 gals.).
 AB9202
 AB9202.The modeled gravity was interpolated from observed gravity values.
 AB9202
 AB9202;                    North         East    Units  Estimated Accuracy
 AB9202;SPC SD N     -    78,660.      364,000.      MT  (+/- 180 meters Scaled)
 AB9202
 AB9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK615296(NAD 83)
 AB9202
 AB9202                          SUPERSEDED SURVEY CONTROL
 AB9202
 AB9202.No superseded survey control is available for this station.
 AB9202
 AB9202_MARKER: DD = SURVEY DISK
 AB9202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9202_STAMPING: 34-65.12
 AB9202_MARK LOGO: SDDT
 AB9202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9202+STABILITY: SURFACE MOTION
 AB9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9202+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2012
 AB9202
 AB9202  HISTORY     - Date     Condition        Report By
 AB9202  HISTORY     - UNK      MONUMENTED       SDDT
 AB9202  HISTORY     - 19950524 GOOD             NGS
 AB9202  HISTORY     - 20120502 GOOD             INDIV
 AB9202
 AB9202                          STATION DESCRIPTION
 AB9202
 AB9202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9202'25.4 KM (15.80 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9202'OFFICE IN UNION CENTER, 191.6 M (628.6 FT) EAST OF MILEPOST 65, 29.9 M
 AB9202'(98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) WEST OF THE
 AB9202'CENTER OF A FIELD ENTRANCE AND GATE, 0.8 M (2.6 FT) NORTH OF A FENCE,
 AB9202'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AB9202'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9202'GROUND SURFACE.
 AB9202
 AB9202                          STATION RECOVERY (2012)
 AB9202
 AB9202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9201 ***********************************************************************
 AB9201  DESIGNATION -  34 067.09
 AB9201  PID         -  AB9201
 AB9201  STATE/COUNTY-  SD/MEADE
 AB9201  COUNTRY     -  US
 AB9201  USGS QUAD   -  FAIRPOINT SW (2017)
 AB9201
 AB9201                         *CURRENT SURVEY CONTROL
 AB9201  ______________________________________________________________________
 AB9201* NAD 83(1986) POSITION- 44 30 34.     (N) 102 55 47.     (W)   SCALED
 AB9201* NAVD 88 ORTHO HEIGHT -   823.241 (meters)     2700.92  (feet) ADJUSTED
 AB9201  ______________________________________________________________________
 AB9201  GEOID HEIGHT    -        -17.568 (meters)                     GEOID18
 AB9201  DYNAMIC HEIGHT  -        823.022 (meters)     2700.20  (feet) COMP
 AB9201  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 AB9201
 AB9201  VERT ORDER      -  FIRST     CLASS II
 AB9201
 AB9201.The horizontal coordinates were scaled from a map and have
 AB9201.an estimated accuracy of +/- 6 seconds.
 AB9201
 AB9201.The orthometric height was determined by differential leveling and
 AB9201.adjusted by the NATIONAL GEODETIC SURVEY
 AB9201.in October 1997.
 AB9201
 AB9201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9201.GEOID18 height accuracy estimate available here.
 AB9201
 AB9201.Click photographs - Photos may exist for this station.
 AB9201
 AB9201.The dynamic height is computed by dividing the NAVD 88
 AB9201.geopotential number by the normal gravity value computed on the
 AB9201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9201.degrees latitude (g = 980.6199 gals.).
 AB9201
 AB9201.The modeled gravity was interpolated from observed gravity values.
 AB9201
 AB9201;                    North         East    Units  Estimated Accuracy
 AB9201;SPC SD N     -    79,350.      367,090.      MT  (+/- 180 meters Scaled)
 AB9201
 AB9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK645305(NAD 83)
 AB9201
 AB9201                          SUPERSEDED SURVEY CONTROL
 AB9201
 AB9201.No superseded survey control is available for this station.
 AB9201
 AB9201_MARKER: DD = SURVEY DISK
 AB9201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9201_STAMPING: 34-67.09
 AB9201_MARK LOGO: SDDT
 AB9201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9201+STABILITY: SURFACE MOTION
 AB9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9201+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2012
 AB9201
 AB9201  HISTORY     - Date     Condition        Report By
 AB9201  HISTORY     - UNK      MONUMENTED       SDDT
 AB9201  HISTORY     - 19950524 GOOD             NGS
 AB9201  HISTORY     - 20120502 GOOD             INDIV
 AB9201
 AB9201                          STATION DESCRIPTION
 AB9201
 AB9201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9201'22.2 KM (13.80 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9201'OFFICE IN UNION CENTER, 147.9 M (485.2 FT) EAST OF MILEPOST 67, 29.6 M
 AB9201'(97.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.8 M (68.2 FT) SOUTHEAST
 AB9201'OF THE SOUTH END OF A CULVERT, 1.2 M (3.9 FT) NORTH OF A FENCE, 0.5 M
 AB9201'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AB9201'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9201
 AB9201                          STATION RECOVERY (2012)
 AB9201
 AB9201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9200 ***********************************************************************
 AB9200  CBN         -  This is a Cooperative Base Network Control Station.
 AB9200  DESIGNATION -  34 068.0
 AB9200  PID         -  AB9200
 AB9200  STATE/COUNTY-  SD/MEADE
 AB9200  COUNTRY     -  US
 AB9200  USGS QUAD   -  FAIRPOINT SW (2017)
 AB9200
 AB9200                         *CURRENT SURVEY CONTROL
 AB9200  ______________________________________________________________________
 AB9200* NAD 83(2011) POSITION- 44 30 49.89382(N) 102 54 42.94164(W)   ADJUSTED
 AB9200* NAD 83(2011) ELLIP HT-   779.060 (meters)        (06/27/12)   ADJUSTED
 AB9200* NAD 83(2011) EPOCH   -  2010.00
 AB9200* NAVD 88 ORTHO HEIGHT -   796.671 (meters)     2613.74  (feet) ADJUSTED
 AB9200  ______________________________________________________________________
 AB9200  GEOID HEIGHT    -        -17.618 (meters)                     GEOID18
 AB9200  NAD 83(2011) X  - -1,018,093.223 (meters)                     COMP
 AB9200  NAD 83(2011) Y  - -4,440,979.676 (meters)                     COMP
 AB9200  NAD 83(2011) Z  -  4,449,532.711 (meters)                     COMP
 AB9200  LAPLACE CORR    -         -7.15  (seconds)                    DEFLEC18
 AB9200  DYNAMIC HEIGHT  -        796.459 (meters)     2613.05  (feet) COMP
 AB9200  MODELED GRAVITY -    980,324.8   (mgal)                       NAVD 88
 AB9200
 AB9200  VERT ORDER      -  FIRST     CLASS II
 AB9200
 AB9200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9200  Standards:
 AB9200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9200  -------------------------------------------------------------------
 AB9200  NETWORK    0.56   1.16           0.26   0.18   0.59     -0.05096284
 AB9200  -------------------------------------------------------------------
 AB9200  Click here for local accuracies and other accuracy information.
 AB9200
 AB9200.The horizontal coordinates were established by GPS observations
 AB9200.and adjusted by the National Geodetic Survey in June 2012.
 AB9200
 AB9200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9200.been affixed to the stable North American tectonic plate. See 
 AB9200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9200
 AB9200.The horizontal coordinates are valid at the epoch date displayed above
 AB9200.which is a decimal equivalence of Year/Month/Day.
 AB9200
 AB9200.The orthometric height was determined by differential leveling and
 AB9200.adjusted by the NATIONAL GEODETIC SURVEY
 AB9200.in October 1997.
 AB9200
 AB9200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9200.GEOID18 height accuracy estimate available here.
 AB9200
 AB9200.Click photographs - Photos may exist for this station.
 AB9200
 AB9200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9200
 AB9200.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9200
 AB9200.The ellipsoidal height was determined by GPS observations
 AB9200.and is referenced to NAD 83.
 AB9200
 AB9200.The dynamic height is computed by dividing the NAVD 88
 AB9200.geopotential number by the normal gravity value computed on the
 AB9200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9200.degrees latitude (g = 980.6199 gals.).
 AB9200
 AB9200.The modeled gravity was interpolated from observed gravity values.
 AB9200
 AB9200. The following values were computed from the NAD 83(2011) position.
 AB9200
 AB9200;                    North         East     Units Scale Factor Converg.
 AB9200;SPC SD N     -    79,785.155   368,524.394   MT  0.99998280   -2 03 39.2
 AB9200;SPC SD N     -   261,761.80  1,209,067.12   sFT  0.99998280   -2 03 39.2
 AB9200;UTM  13      - 4,931,069.246   665,958.359   MT  0.99993871   +1 27 51.3
 AB9200
 AB9200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9200!SPC SD N     -   0.99987786  x   0.99998280  =   0.99986066
 AB9200!UTM  13      -   0.99987786  x   0.99993871  =   0.99981658
 AB9200
 AB9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6595831069(NAD 83)
 AB9200
 AB9200                          SUPERSEDED SURVEY CONTROL
 AB9200
 AB9200  NAD 83(2007)-  44 30 49.89372(N)    102 54 42.94279(W) AD(2002.00) 0
 AB9200  ELLIP H (02/10/07)  779.089  (m)                       GP(2002.00)    
 AB9200  ELLIP H (06/23/03)  779.065  (m)                       GP(       ) 3 1
 AB9200  NAD 83(1996)-  44 30 49.89283(N)    102 54 42.94334(W) AD(       ) B
 AB9200  ELLIP H (04/18/97)  779.151  (m)                       GP(       ) 4 1
 AB9200  NAVD 88             796.67   (m)         2613.7    (f) LEVELING    3  
 AB9200  NAVD 88 (04/18/97)  796.6    (m)  GEOID96  model used  GPS OBS        
 AB9200
 AB9200.Superseded values are not recommended for survey control.
 AB9200
 AB9200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9200.See file dsdata.pdf to determine how the superseded data were derived.
 AB9200
 AB9200_MARKER: Z = SEE DESCRIPTION
 AB9200_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9200_STAMPING: 34-68.00 1995
 AB9200_MARK LOGO: NGS
 AB9200_PROJECTION: FLUSH
 AB9200_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9200+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2012
 AB9200_ROD/PIPE-DEPTH: 12.8 meters
 AB9200_SLEEVE-DEPTH  : 1.80 meters
 AB9200
 AB9200  HISTORY     - Date     Condition        Report By
 AB9200  HISTORY     - 1995     MONUMENTED       SDDT
 AB9200  HISTORY     - 19950524 GOOD             NGS
 AB9200  HISTORY     - 19960828 GOOD             NGS
 AB9200  HISTORY     - 20020514 GOOD             SDDT
 AB9200  HISTORY     - 20120502 GOOD             INDIV
 AB9200
 AB9200                          STATION DESCRIPTION
 AB9200
 AB9200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9200'20.8 KM (12.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9200'OFFICE IN UNION CENTER, 25.8 M (84.6 FT) SOUTH OF THE HIGHWAY
 AB9200'CENTERLINE, 14.7 M (48.2 FT) SOUTH OF MILEPOST 68, 1.0 M (3.3 FT)
 AB9200'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD
 AB9200'POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--THE
 AB9200'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO A IRON PIPE CAP THAT
 AB9200'IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AB9200'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9200
 AB9200                          STATION RECOVERY (1996)
 AB9200
 AB9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9200'THE STATION IS LOCATED ABOUT 48.3 KM (30.00 MI) EAST-NORTHEAST OF
 AB9200'STURGIS AND 20.8 KM (12.90 MI) WEST-SOUTHWEST OF UNION CENTER ON STATE
 AB9200'HIGHWAY 34.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AB9200'STATION FROM THE POST OFFICE AND STORE IN UNION CENTER, GO WEST ON
 AB9200'STATE HIGHWAY 34 FOR 20.8 KM (12.90 MI) TO THE STATION ON THE LEFT, AT
 AB9200'MILEPOST 68.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AB9200'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AB9200'STEEL PIPE.  LOCATED 25.8 M (84.6 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AB9200'14.7 M (48.2 FT) SOUTH OF MILEPOST 68, 1.3 M (4.3 FT) BELOW THE LEVEL
 AB9200'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, AND 0.3 M
 AB9200'(1.0 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 AB9200'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9200
 AB9200                          STATION RECOVERY (2002)
 AB9200
 AB9200'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB9200'RECOVERED AS DESCRIBED
 AB9200'
 AB9200
 AB9200                          STATION RECOVERY (2012)
 AB9200
 AB9200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9199 ***********************************************************************
 AB9199  DESIGNATION -  34 069.14
 AB9199  PID         -  AB9199
 AB9199  STATE/COUNTY-  SD/MEADE
 AB9199  COUNTRY     -  US
 AB9199  USGS QUAD   -  FAIRPOINT SW (2017)
 AB9199
 AB9199                         *CURRENT SURVEY CONTROL
 AB9199  ______________________________________________________________________
 AB9199* NAD 83(1986) POSITION- 44 30 56.     (N) 102 53 22.     (W)   SCALED
 AB9199* NAVD 88 ORTHO HEIGHT -   767.245 (meters)     2517.20  (feet) ADJUSTED
 AB9199  ______________________________________________________________________
 AB9199  GEOID HEIGHT    -        -17.675 (meters)                     GEOID18
 AB9199  DYNAMIC HEIGHT  -        767.040 (meters)     2516.53  (feet) COMP
 AB9199  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 AB9199
 AB9199  VERT ORDER      -  FIRST     CLASS II
 AB9199
 AB9199.The horizontal coordinates were scaled from a map and have
 AB9199.an estimated accuracy of +/- 6 seconds.
 AB9199
 AB9199.The orthometric height was determined by differential leveling and
 AB9199.adjusted by the NATIONAL GEODETIC SURVEY
 AB9199.in October 1997.
 AB9199
 AB9199.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9199.GEOID18 height accuracy estimate available here.
 AB9199
 AB9199.Click photographs - Photos may exist for this station.
 AB9199
 AB9199.The dynamic height is computed by dividing the NAVD 88
 AB9199.geopotential number by the normal gravity value computed on the
 AB9199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9199.degrees latitude (g = 980.6199 gals.).
 AB9199
 AB9199.The modeled gravity was interpolated from observed gravity values.
 AB9199
 AB9199;                    North         East    Units  Estimated Accuracy
 AB9199;SPC SD N     -    79,910.      370,320.      MT  (+/- 180 meters Scaled)
 AB9199
 AB9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK677313(NAD 83)
 AB9199
 AB9199                          SUPERSEDED SURVEY CONTROL
 AB9199
 AB9199.No superseded survey control is available for this station.
 AB9199
 AB9199_MARKER: DD = SURVEY DISK
 AB9199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9199_STAMPING: 34-69.14
 AB9199_MARK LOGO: SDDT
 AB9199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9199+STABILITY: SURFACE MOTION
 AB9199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9199+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2012
 AB9199
 AB9199  HISTORY     - Date     Condition        Report By
 AB9199  HISTORY     - UNK      MONUMENTED       SDDT
 AB9199  HISTORY     - 19950524 GOOD             NGS
 AB9199  HISTORY     - 20120503 GOOD             INDIV
 AB9199
 AB9199                          STATION DESCRIPTION
 AB9199
 AB9199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9199'18.9 KM (11.75 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9199'OFFICE IN UNION CENTER, 1836.7 M (6025.9 FT) EAST OF MILEPOST 68,
 AB9199'1379.9 M (4527.2 FT) WEST OF MILEPOST 70, 39.7 M (130.2 FT) NORTHWEST
 AB9199'OF THE NORTHWEST CORNER OF THE HIGHWAY BRIDGE SPANNING ELM CREEK, 19.9
 AB9199'M (65.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT)
 AB9199'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 11.0 M
 AB9199'(36.1 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST,
 AB9199'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9199
 AB9199                          STATION RECOVERY (2012)
 AB9199
 AB9199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9198 ***********************************************************************
 AB9198  DESIGNATION -  34 070.0
 AB9198  PID         -  AB9198
 AB9198  STATE/COUNTY-  SD/MEADE
 AB9198  COUNTRY     -  US
 AB9198  USGS QUAD   -  FAIRPOINT SE (2017)
 AB9198
 AB9198                         *CURRENT SURVEY CONTROL
 AB9198  ______________________________________________________________________
 AB9198* NAD 83(1986) POSITION- 44 31 00.     (N) 102 52 20.     (W)   SCALED
 AB9198* NAVD 88 ORTHO HEIGHT -   786.146 (meters)     2579.21  (feet) ADJUSTED
 AB9198  ______________________________________________________________________
 AB9198  GEOID HEIGHT    -        -17.714 (meters)                     GEOID18
 AB9198  DYNAMIC HEIGHT  -        785.936 (meters)     2578.53  (feet) COMP
 AB9198  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 AB9198
 AB9198  VERT ORDER      -  FIRST     CLASS II
 AB9198
 AB9198.The horizontal coordinates were scaled from a map and have
 AB9198.an estimated accuracy of +/- 6 seconds.
 AB9198
 AB9198.The orthometric height was determined by differential leveling and
 AB9198.adjusted by the NATIONAL GEODETIC SURVEY
 AB9198.in October 1997.
 AB9198
 AB9198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9198.GEOID18 height accuracy estimate available here.
 AB9198
 AB9198.Click photographs - Photos may exist for this station.
 AB9198
 AB9198.The dynamic height is computed by dividing the NAVD 88
 AB9198.geopotential number by the normal gravity value computed on the
 AB9198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9198.degrees latitude (g = 980.6199 gals.).
 AB9198
 AB9198.The modeled gravity was interpolated from observed gravity values.
 AB9198
 AB9198;                    North         East    Units  Estimated Accuracy
 AB9198;SPC SD N     -    79,980.      371,690.      MT  (+/- 180 meters Scaled)
 AB9198
 AB9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK691314(NAD 83)
 AB9198
 AB9198                          SUPERSEDED SURVEY CONTROL
 AB9198
 AB9198.No superseded survey control is available for this station.
 AB9198
 AB9198_MARKER: DD = SURVEY DISK
 AB9198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9198_STAMPING: 34-70.0
 AB9198_MARK LOGO: SDDT
 AB9198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9198+STABILITY: SURFACE MOTION
 AB9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9198+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2012
 AB9198
 AB9198  HISTORY     - Date     Condition        Report By
 AB9198  HISTORY     - UNK      MONUMENTED       SDDT
 AB9198  HISTORY     - 19950524 GOOD             NGS
 AB9198  HISTORY     - 20120503 GOOD             INDIV
 AB9198
 AB9198                          STATION DESCRIPTION
 AB9198
 AB9198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9198'17.6 KM (10.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9198'OFFICE IN UNION CENTER, 30.2 M (99.1 FT) SOUTH OF THE HIGHWAY
 AB9198'CENTERLINE, 19.4 M (63.6 FT) SOUTH OF MILEPOST 70, 1.0 M (3.3 FT)
 AB9198'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.2 M
 AB9198'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9198'GROUND SURFACE.
 AB9198
 AB9198                          STATION RECOVERY (2012)
 AB9198
 AB9198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9197 ***********************************************************************
 AB9197  DESIGNATION -  34 073.0
 AB9197  PID         -  AB9197
 AB9197  STATE/COUNTY-  SD/MEADE
 AB9197  COUNTRY     -  US
 AB9197  USGS QUAD   -  FAIRPOINT SE (2017)
 AB9197
 AB9197                         *CURRENT SURVEY CONTROL
 AB9197  ______________________________________________________________________
 AB9197* NAD 83(1986) POSITION- 44 31 38.86   (N) 102 48 51.17   (W)   HD_HELD1
 AB9197* NAVD 88 ORTHO HEIGHT -   828.755 (meters)     2719.01  (feet) ADJUSTED
 AB9197  ______________________________________________________________________
 AB9197  GEOID HEIGHT    -        -17.841 (meters)                     GEOID18
 AB9197  DYNAMIC HEIGHT  -        828.531 (meters)     2718.27  (feet) COMP
 AB9197  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 AB9197
 AB9197  VERT ORDER      -  FIRST     CLASS II
 AB9197
 AB9197.The horizontal coordinates were determined by differentially corrected
 AB9197.hand held GPS observations or other comparable positioning techniques
 AB9197.and have an estimated accuracy of +/- 3 meters.
 AB9197
 AB9197.The orthometric height was determined by differential leveling and
 AB9197.adjusted by the NATIONAL GEODETIC SURVEY
 AB9197.in October 1997.
 AB9197
 AB9197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9197.GEOID18 height accuracy estimate available here.
 AB9197
 AB9197.Click photographs - Photos may exist for this station.
 AB9197
 AB9197.The dynamic height is computed by dividing the NAVD 88
 AB9197.geopotential number by the normal gravity value computed on the
 AB9197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9197.degrees latitude (g = 980.6199 gals.).
 AB9197
 AB9197.The modeled gravity was interpolated from observed gravity values.
 AB9197
 AB9197;                    North         East    Units  Estimated Accuracy
 AB9197;SPC SD N     -    81,021.0     376,341.3     MT  (+/- 3 meters HH1 GPS) 
 AB9197
 AB9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7368432783(NAD 83)
 AB9197
 AB9197                          SUPERSEDED SURVEY CONTROL
 AB9197
 AB9197.No superseded survey control is available for this station.
 AB9197
 AB9197_MARKER: Z = SEE DESCRIPTION
 AB9197_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9197_STAMPING: 34-73.0 1995
 AB9197_PROJECTION: FLUSH
 AB9197_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9197+STABILITY: POSITION/ELEVATION WELL
 AB9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9197+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 AB9197_ROD/PIPE-DEPTH: 6.4 meters
 AB9197_SLEEVE-DEPTH  : 4.0 meters
 AB9197
 AB9197  HISTORY     - Date     Condition        Report By
 AB9197  HISTORY     - 1995     MONUMENTED       SDDT
 AB9197  HISTORY     - 19950524 GOOD             NGS
 AB9197  HISTORY     - 20120508 GOOD             INDIV
 AB9197
 AB9197                          STATION DESCRIPTION
 AB9197
 AB9197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9197'12.7 KM (7.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9197'IN UNION CENTER, 50.9 M (167.0 FT) EAST OF THE SOUTHEAST END OF A
 AB9197'CULVERT UNDER THE HIGHWAY, 30.4 M (99.7 FT) SOUTHEAST OF THE HIGHWAY
 AB9197'CENTERLINE, 19.2 M (63.0 FT) SOUTHEAST OF MILEPOST 73, 2.5 M (8.2 FT)
 AB9197'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 AB9197'POST AND FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST.
 AB9197'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO A IRON PIPE
 AB9197'CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO
 AB9197'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AB9197'CAP.
 AB9197
 AB9197                          STATION RECOVERY (2012)
 AB9197
 AB9197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9196 ***********************************************************************
 AB9196  DESIGNATION -  34 073.95
 AB9196  PID         -  AB9196
 AB9196  STATE/COUNTY-  SD/MEADE
 AB9196  COUNTRY     -  US
 AB9196  USGS QUAD   -  FAIRPOINT SE (2017)
 AB9196
 AB9196                         *CURRENT SURVEY CONTROL
 AB9196  ______________________________________________________________________
 AB9196* NAD 83(1986) POSITION- 44 32 06.     (N) 102 47 56.     (W)   SCALED
 AB9196* NAVD 88 ORTHO HEIGHT -   824.507 (meters)     2705.07  (feet) ADJUSTED
 AB9196  ______________________________________________________________________
 AB9196  GEOID HEIGHT    -        -17.877 (meters)                     GEOID18
 AB9196  DYNAMIC HEIGHT  -        824.285 (meters)     2704.34  (feet) COMP
 AB9196  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 AB9196
 AB9196  VERT ORDER      -  FIRST     CLASS II
 AB9196
 AB9196.The horizontal coordinates were scaled from a map and have
 AB9196.an estimated accuracy of +/- 6 seconds.
 AB9196
 AB9196.The orthometric height was determined by differential leveling and
 AB9196.adjusted by the NATIONAL GEODETIC SURVEY
 AB9196.in October 1997.
 AB9196
 AB9196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9196.GEOID18 height accuracy estimate available here.
 AB9196
 AB9196.Click photographs - Photos may exist for this station.
 AB9196
 AB9196.The dynamic height is computed by dividing the NAVD 88
 AB9196.geopotential number by the normal gravity value computed on the
 AB9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9196.degrees latitude (g = 980.6199 gals.).
 AB9196
 AB9196.The modeled gravity was interpolated from observed gravity values.
 AB9196
 AB9196;                    North         East    Units  Estimated Accuracy
 AB9196;SPC SD N     -    81,820.      377,590.      MT  (+/- 180 meters Scaled)
 AB9196
 AB9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK748336(NAD 83)
 AB9196
 AB9196                          SUPERSEDED SURVEY CONTROL
 AB9196
 AB9196.No superseded survey control is available for this station.
 AB9196
 AB9196_MARKER: DD = SURVEY DISK
 AB9196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9196_STAMPING: 34-73.95
 AB9196_MARK LOGO: SDDT
 AB9196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9196+STABILITY: SURFACE MOTION
 AB9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9196+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 AB9196
 AB9196  HISTORY     - Date     Condition        Report By
 AB9196  HISTORY     - UNK      MONUMENTED       SDDT
 AB9196  HISTORY     - 19950524 GOOD             NGS
 AB9196  HISTORY     - 20120508 GOOD             INDIV
 AB9196
 AB9196                          STATION DESCRIPTION
 AB9196
 AB9196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9196'11.2 KM (6.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9196'IN UNION CENTER, 45.6 M (149.6 FT) SOUTH OF MILEPOST 74, 29.6 M (97.1
 AB9196'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) SOUTHWEST OF
 AB9196'THE CENTER OF A FIELD ENTRANCE AND GATE, 1.5 M (4.9 FT) BELOW THE
 AB9196'LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) NORTHWEST OF A FENCE, 0.3 M (1.0
 AB9196'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9196'GROUND SURFACE.
 AB9196
 AB9196                          STATION RECOVERY (2012)
 AB9196
 AB9196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9195 ***********************************************************************
 AB9195  DESIGNATION -  34 075.0
 AB9195  PID         -  AB9195
 AB9195  STATE/COUNTY-  SD/MEADE
 AB9195  COUNTRY     -  US
 AB9195  USGS QUAD   -  FAIRPOINT SE (2017)
 AB9195
 AB9195                         *CURRENT SURVEY CONTROL
 AB9195  ______________________________________________________________________
 AB9195* NAD 83(1986) POSITION- 44 32 37.     (N) 102 46 53.     (W)   SCALED
 AB9195* NAVD 88 ORTHO HEIGHT -   830.431 (meters)     2724.51  (feet) ADJUSTED
 AB9195  ______________________________________________________________________
 AB9195  GEOID HEIGHT    -        -17.916 (meters)                     GEOID18
 AB9195  DYNAMIC HEIGHT  -        830.206 (meters)     2723.77  (feet) COMP
 AB9195  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 AB9195
 AB9195  VERT ORDER      -  FIRST     CLASS II
 AB9195
 AB9195.The horizontal coordinates were scaled from a map and have
 AB9195.an estimated accuracy of +/- 6 seconds.
 AB9195
 AB9195.The orthometric height was determined by differential leveling and
 AB9195.adjusted by the NATIONAL GEODETIC SURVEY
 AB9195.in October 1997.
 AB9195
 AB9195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9195.GEOID18 height accuracy estimate available here.
 AB9195
 AB9195.Click photographs - Photos may exist for this station.
 AB9195
 AB9195.The dynamic height is computed by dividing the NAVD 88
 AB9195.geopotential number by the normal gravity value computed on the
 AB9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9195.degrees latitude (g = 980.6199 gals.).
 AB9195
 AB9195.The modeled gravity was interpolated from observed gravity values.
 AB9195
 AB9195;                    North         East    Units  Estimated Accuracy
 AB9195;SPC SD N     -    82,720.      379,010.      MT  (+/- 180 meters Scaled)
 AB9195
 AB9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK762346(NAD 83)
 AB9195
 AB9195                          SUPERSEDED SURVEY CONTROL
 AB9195
 AB9195.No superseded survey control is available for this station.
 AB9195
 AB9195_MARKER: DD = SURVEY DISK
 AB9195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9195_STAMPING: 34-75.0
 AB9195_MARK LOGO: SDDT
 AB9195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9195+STABILITY: SURFACE MOTION
 AB9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9195+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 AB9195
 AB9195  HISTORY     - Date     Condition        Report By
 AB9195  HISTORY     - UNK      MONUMENTED       SDDT
 AB9195  HISTORY     - 19950524 GOOD             NGS
 AB9195  HISTORY     - 20120508 GOOD             INDIV
 AB9195
 AB9195                          STATION DESCRIPTION
 AB9195
 AB9195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9195'9.5 KM (5.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9195'IN UNION CENTER, 29.3 M (96.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AB9195'18.2 M (59.7 FT) SOUTHEAST OF MILEPOST 75, 1.3 M (4.3 FT) NORTHWEST OF
 AB9195'A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9195'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9195'ABOVE THE GROUND SURFACE.
 AB9195
 AB9195                          STATION RECOVERY (2012)
 AB9195
 AB9195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9194 ***********************************************************************
 AB9194  DESIGNATION -  34 076.0
 AB9194  PID         -  AB9194
 AB9194  STATE/COUNTY-  SD/MEADE
 AB9194  COUNTRY     -  US
 AB9194  USGS QUAD   -  FAIRPOINT SE (2017)
 AB9194
 AB9194                         *CURRENT SURVEY CONTROL
 AB9194  ______________________________________________________________________
 AB9194* NAD 83(1986) POSITION- 44 33 08.     (N) 102 45 49.     (W)   SCALED
 AB9194* NAVD 88 ORTHO HEIGHT -   862.343 (meters)     2829.20  (feet) ADJUSTED
 AB9194  ______________________________________________________________________
 AB9194  GEOID HEIGHT    -        -17.952 (meters)                     GEOID18
 AB9194  DYNAMIC HEIGHT  -        862.110 (meters)     2828.44  (feet) COMP
 AB9194  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 AB9194
 AB9194  VERT ORDER      -  FIRST     CLASS II
 AB9194
 AB9194.The horizontal coordinates were scaled from a map and have
 AB9194.an estimated accuracy of +/- 6 seconds.
 AB9194
 AB9194.The orthometric height was determined by differential leveling and
 AB9194.adjusted by the NATIONAL GEODETIC SURVEY
 AB9194.in October 1997.
 AB9194
 AB9194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9194.GEOID18 height accuracy estimate available here.
 AB9194
 AB9194.Click photographs - Photos may exist for this station.
 AB9194
 AB9194.The dynamic height is computed by dividing the NAVD 88
 AB9194.geopotential number by the normal gravity value computed on the
 AB9194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9194.degrees latitude (g = 980.6199 gals.).
 AB9194
 AB9194.The modeled gravity was interpolated from observed gravity values.
 AB9194
 AB9194;                    North         East    Units  Estimated Accuracy
 AB9194;SPC SD N     -    83,630.      380,460.      MT  (+/- 180 meters Scaled)
 AB9194
 AB9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK776356(NAD 83)
 AB9194
 AB9194                          SUPERSEDED SURVEY CONTROL
 AB9194
 AB9194.No superseded survey control is available for this station.
 AB9194
 AB9194_MARKER: DD = SURVEY DISK
 AB9194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9194_STAMPING: 34-76.0
 AB9194_MARK LOGO: SDDT
 AB9194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9194+STABILITY: SURFACE MOTION
 AB9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9194+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 AB9194
 AB9194  HISTORY     - Date     Condition        Report By
 AB9194  HISTORY     - UNK      MONUMENTED       SDDT
 AB9194  HISTORY     - 19950524 GOOD             NGS
 AB9194  HISTORY     - 20120508 GOOD             INDIV
 AB9194
 AB9194                          STATION DESCRIPTION
 AB9194
 AB9194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9194'7.8 KM (4.85 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9194'IN UNION CENTER, 30.1 M (98.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AB9194'19.9 M (65.3 FT) SOUTHEAST OF MILEPOST 76, 1.0 M (3.3 FT) NORTHWEST OF
 AB9194'A FENCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT)
 AB9194'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AB9194'FT) ABOVE THE GROUND SURFACE.
 AB9194
 AB9194                          STATION RECOVERY (2012)
 AB9194
 AB9194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9193 ***********************************************************************
 AB9193  DESIGNATION -  34 077.70
 AB9193  PID         -  AB9193
 AB9193  STATE/COUNTY-  SD/MEADE
 AB9193  COUNTRY     -  US
 AB9193  USGS QUAD   -  UNION CENTER (2017)
 AB9193
 AB9193                         *CURRENT SURVEY CONTROL
 AB9193  ______________________________________________________________________
 AB9193* NAD 83(1986) POSITION- 44 33 40.     (N) 102 44 00.     (W)   SCALED
 AB9193* NAVD 88 ORTHO HEIGHT -   854.369 (meters)     2803.04  (feet) ADJUSTED
 AB9193  ______________________________________________________________________
 AB9193  GEOID HEIGHT    -        -18.019 (meters)                     GEOID18
 AB9193  DYNAMIC HEIGHT  -        854.134 (meters)     2802.27  (feet) COMP
 AB9193  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 AB9193
 AB9193  VERT ORDER      -  FIRST     CLASS II
 AB9193
 AB9193.The horizontal coordinates were scaled from a map and have
 AB9193.an estimated accuracy of +/- 6 seconds.
 AB9193
 AB9193.The orthometric height was determined by differential leveling and
 AB9193.adjusted by the NATIONAL GEODETIC SURVEY
 AB9193.in October 1997.
 AB9193
 AB9193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9193.GEOID18 height accuracy estimate available here.
 AB9193
 AB9193.Click photographs - Photos may exist for this station.
 AB9193
 AB9193.The dynamic height is computed by dividing the NAVD 88
 AB9193.geopotential number by the normal gravity value computed on the
 AB9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9193.degrees latitude (g = 980.6199 gals.).
 AB9193
 AB9193.The modeled gravity was interpolated from observed gravity values.
 AB9193
 AB9193;                    North         East    Units  Estimated Accuracy
 AB9193;SPC SD N     -    84,540.      382,890.      MT  (+/- 180 meters Scaled)
 AB9193
 AB9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK800366(NAD 83)
 AB9193
 AB9193                          SUPERSEDED SURVEY CONTROL
 AB9193
 AB9193.No superseded survey control is available for this station.
 AB9193
 AB9193_MARKER: DB = BENCH MARK DISK
 AB9193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9193_STAMPING: 34-77.70 1974 2801.58
 AB9193_MARK LOGO: SDDT
 AB9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9193+STABILITY: SURFACE MOTION
 AB9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9193+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 AB9193
 AB9193  HISTORY     - Date     Condition        Report By
 AB9193  HISTORY     - 1974     MONUMENTED       SDDT
 AB9193  HISTORY     - 19950524 GOOD             NGS
 AB9193  HISTORY     - 20120510 GOOD             INDIV
 AB9193
 AB9193                          STATION DESCRIPTION
 AB9193
 AB9193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9193'5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9193'IN UNION CENTER, 496.3 M (1628.3 FT) WEST OF MILEPOST 78, 30.2 M (99.1
 AB9193'FT) NORTH OF THE HIGHWAY CENTERLINE, 16.6 M (54.5 FT) NORTH OF THE
 AB9193'NORTH END OF THE MOST WESTERLY OF 2 CULVERTS UNDER THE HIGHWAY, 1.0 M
 AB9193'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A
 AB9193'T-FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT)
 AB9193'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9193'SURFACE.
 AB9193
 AB9193                          STATION RECOVERY (2012)
 AB9193
 AB9193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9192 ***********************************************************************
 AB9192  DESIGNATION -  34 078.2
 AB9192  PID         -  AB9192
 AB9192  STATE/COUNTY-  SD/MEADE
 AB9192  COUNTRY     -  US
 AB9192  USGS QUAD   -  UNION CENTER (2017)
 AB9192
 AB9192                         *CURRENT SURVEY CONTROL
 AB9192  ______________________________________________________________________
 AB9192* NAD 83(1986) POSITION- 44 33 41.     (N) 102 43 24.     (W)   SCALED
 AB9192* NAVD 88 ORTHO HEIGHT -   861.508 (meters)     2826.46  (feet) ADJUSTED
 AB9192  ______________________________________________________________________
 AB9192  GEOID HEIGHT    -        -18.044 (meters)                     GEOID18
 AB9192  DYNAMIC HEIGHT  -        861.271 (meters)     2825.69  (feet) COMP
 AB9192  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 AB9192
 AB9192  VERT ORDER      -  FIRST     CLASS II
 AB9192
 AB9192.The horizontal coordinates were scaled from a map and have
 AB9192.an estimated accuracy of +/- 6 seconds.
 AB9192
 AB9192.The orthometric height was determined by differential leveling and
 AB9192.adjusted by the NATIONAL GEODETIC SURVEY
 AB9192.in October 1997.
 AB9192
 AB9192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9192.GEOID18 height accuracy estimate available here.
 AB9192
 AB9192.Click photographs - Photos may exist for this station.
 AB9192
 AB9192.The dynamic height is computed by dividing the NAVD 88
 AB9192.geopotential number by the normal gravity value computed on the
 AB9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9192.degrees latitude (g = 980.6199 gals.).
 AB9192
 AB9192.The modeled gravity was interpolated from observed gravity values.
 AB9192
 AB9192;                    North         East    Units  Estimated Accuracy
 AB9192;SPC SD N     -    84,540.      383,690.      MT  (+/- 180 meters Scaled)
 AB9192
 AB9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK808367(NAD 83)
 AB9192
 AB9192                          SUPERSEDED SURVEY CONTROL
 AB9192
 AB9192.No superseded survey control is available for this station.
 AB9192
 AB9192_MARKER: Z = SEE DESCRIPTION
 AB9192_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9192_STAMPING: 34-78.2 1995
 AB9192_PROJECTION: FLUSH
 AB9192_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9192+STABILITY: POSITION/ELEVATION WELL
 AB9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9192+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 AB9192_ROD/PIPE-DEPTH: 6.4 meters
 AB9192_SLEEVE-DEPTH  : 4.0 meters
 AB9192
 AB9192  HISTORY     - Date     Condition        Report By
 AB9192  HISTORY     - 1995     MONUMENTED       SDDT
 AB9192  HISTORY     - 19950524 GOOD             NGS
 AB9192  HISTORY     - 20120510 GOOD             INDIV
 AB9192
 AB9192                          STATION DESCRIPTION
 AB9192
 AB9192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9192'4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9192'IN UNION CENTER, 298.9 M (980.6 FT) EAST OF MILEPOST 78, 30.4 M (99.7
 AB9192'FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT)
 AB9192'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) SOUTH
 AB9192'OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) NORTH OF A METAL GUARD
 AB9192'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 AB9192'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9192'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A
 AB9192'4-INCH PVC CAP.
 AB9192
 AB9192                          STATION RECOVERY (2012)
 AB9192
 AB9192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9191 ***********************************************************************
 AB9191  DESIGNATION -  34 078.70
 AB9191  PID         -  AB9191
 AB9191  STATE/COUNTY-  SD/MEADE
 AB9191  COUNTRY     -  US
 AB9191  USGS QUAD   -  UNION CENTER (2017)
 AB9191
 AB9191                         *CURRENT SURVEY CONTROL
 AB9191  ______________________________________________________________________
 AB9191* NAD 83(1986) POSITION- 44 33 41.     (N) 102 42 49.     (W)   SCALED
 AB9191* NAVD 88 ORTHO HEIGHT -   869.615 (meters)     2853.06  (feet) ADJUSTED
 AB9191  ______________________________________________________________________
 AB9191  GEOID HEIGHT    -        -18.067 (meters)                     GEOID18
 AB9191  DYNAMIC HEIGHT  -        869.375 (meters)     2852.27  (feet) COMP
 AB9191  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 AB9191
 AB9191  VERT ORDER      -  FIRST     CLASS II
 AB9191
 AB9191.The horizontal coordinates were scaled from a map and have
 AB9191.an estimated accuracy of +/- 6 seconds.
 AB9191
 AB9191.The orthometric height was determined by differential leveling and
 AB9191.adjusted by the NATIONAL GEODETIC SURVEY
 AB9191.in October 1997.
 AB9191
 AB9191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9191.GEOID18 height accuracy estimate available here.
 AB9191
 AB9191.Click photographs - Photos may exist for this station.
 AB9191
 AB9191.The dynamic height is computed by dividing the NAVD 88
 AB9191.geopotential number by the normal gravity value computed on the
 AB9191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9191.degrees latitude (g = 980.6199 gals.).
 AB9191
 AB9191.The modeled gravity was interpolated from observed gravity values.
 AB9191
 AB9191;                    North         East    Units  Estimated Accuracy
 AB9191;SPC SD N     -    84,520.      384,460.      MT  (+/- 180 meters Scaled)
 AB9191
 AB9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK815367(NAD 83)
 AB9191
 AB9191                          SUPERSEDED SURVEY CONTROL
 AB9191
 AB9191.No superseded survey control is available for this station.
 AB9191
 AB9191_MARKER: DB = BENCH MARK DISK
 AB9191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9191_STAMPING: 34-78.70 1974 2851.61
 AB9191_MARK LOGO: SDDT
 AB9191_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9191+STABILITY: SURFACE MOTION
 AB9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9191+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 AB9191
 AB9191  HISTORY     - Date     Condition        Report By
 AB9191  HISTORY     - 1974     MONUMENTED       SDDT
 AB9191  HISTORY     - 19950524 GOOD             NGS
 AB9191  HISTORY     - 20120510 GOOD             INDIV
 AB9191
 AB9191                          STATION DESCRIPTION
 AB9191
 AB9191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9191'3.5 KM (2.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9191'IN UNION CENTER, 468.4 M (1536.7 FT) WEST OF MILEPOST 79, 67.4 M
 AB9191'(221.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 29.9 M
 AB9191'(98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) SOUTH OF A
 AB9191'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9191'NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND
 AB9191'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9191
 AB9191                          STATION RECOVERY (2012)
 AB9191
 AB9191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9190 ***********************************************************************
 AB9190  DESIGNATION -  34 079.86
 AB9190  PID         -  AB9190
 AB9190  STATE/COUNTY-  SD/MEADE
 AB9190  COUNTRY     -  US
 AB9190  USGS QUAD   -  UNION CENTER (2017)
 AB9190
 AB9190                         *CURRENT SURVEY CONTROL
 AB9190  ______________________________________________________________________
 AB9190* NAD 83(1986) POSITION- 44 33 41.     (N) 102 41 23.     (W)   SCALED
 AB9190* NAVD 88 ORTHO HEIGHT -   895.557 (meters)     2938.17  (feet) ADJUSTED
 AB9190  ______________________________________________________________________
 AB9190  GEOID HEIGHT    -        -18.124 (meters)                     GEOID18
 AB9190  DYNAMIC HEIGHT  -        895.308 (meters)     2937.36  (feet) COMP
 AB9190  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 AB9190
 AB9190  VERT ORDER      -  FIRST     CLASS II
 AB9190
 AB9190.The horizontal coordinates were scaled from a map and have
 AB9190.an estimated accuracy of +/- 6 seconds.
 AB9190
 AB9190.The orthometric height was determined by differential leveling and
 AB9190.adjusted by the NATIONAL GEODETIC SURVEY
 AB9190.in October 1997.
 AB9190
 AB9190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9190.GEOID18 height accuracy estimate available here.
 AB9190
 AB9190.Click photographs - Photos may exist for this station.
 AB9190
 AB9190.The dynamic height is computed by dividing the NAVD 88
 AB9190.geopotential number by the normal gravity value computed on the
 AB9190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9190.degrees latitude (g = 980.6199 gals.).
 AB9190
 AB9190.The modeled gravity was interpolated from observed gravity values.
 AB9190
 AB9190;                    North         East    Units  Estimated Accuracy
 AB9190;SPC SD N     -    84,450.      386,360.      MT  (+/- 180 meters Scaled)
 AB9190
 AB9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK834368(NAD 83)
 AB9190
 AB9190                          SUPERSEDED SURVEY CONTROL
 AB9190
 AB9190.No superseded survey control is available for this station.
 AB9190
 AB9190_MARKER: DB = BENCH MARK DISK
 AB9190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9190_STAMPING: 34-79.86 1974 2936.79
 AB9190_MARK LOGO: SDDT
 AB9190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9190+STABILITY: SURFACE MOTION
 AB9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9190+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 AB9190
 AB9190  HISTORY     - Date     Condition        Report By
 AB9190  HISTORY     - 1974     MONUMENTED       SDDT
 AB9190  HISTORY     - 19950524 GOOD             NGS
 AB9190  HISTORY     - 20120522 GOOD             INDIV
 AB9190
 AB9190                          STATION DESCRIPTION
 AB9190
 AB9190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9190'1.7 KM (1.05 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9190'IN UNION CENTER, 202.1 M (663.1 FT) WEST OF MILEPOST 80, 47.7 M (156.5
 AB9190'FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY, 30.3 M (99.4 FT) NORTH
 AB9190'OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AB9190'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AB9190'WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AB9190'IS FLUSH WITH THE GROUND SURFACE.
 AB9190
 AB9190                          STATION RECOVERY (2012)
 AB9190
 AB9190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9188 ***********************************************************************
 AB9188  DESIGNATION -  34 081.66
 AB9188  PID         -  AB9188
 AB9188  STATE/COUNTY-  SD/MEADE
 AB9188  COUNTRY     -  US
 AB9188  USGS QUAD   -  UNION CENTER (2017)
 AB9188
 AB9188                         *CURRENT SURVEY CONTROL
 AB9188  ______________________________________________________________________
 AB9188* NAD 83(1986) POSITION- 44 33 41.     (N) 102 39 13.     (W)   SCALED
 AB9188* NAVD 88 ORTHO HEIGHT -   892.561 (meters)     2928.34  (feet) ADJUSTED
 AB9188  ______________________________________________________________________
 AB9188  GEOID HEIGHT    -        -18.215 (meters)                     GEOID18
 AB9188  DYNAMIC HEIGHT  -        892.309 (meters)     2927.52  (feet) COMP
 AB9188  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 AB9188
 AB9188  VERT ORDER      -  FIRST     CLASS II
 AB9188
 AB9188.The horizontal coordinates were scaled from a map and have
 AB9188.an estimated accuracy of +/- 6 seconds.
 AB9188
 AB9188.The orthometric height was determined by differential leveling and
 AB9188.adjusted by the NATIONAL GEODETIC SURVEY
 AB9188.in October 1997.
 AB9188
 AB9188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9188.GEOID18 height accuracy estimate available here.
 AB9188
 AB9188.Click photographs - Photos may exist for this station.
 AB9188
 AB9188.The dynamic height is computed by dividing the NAVD 88
 AB9188.geopotential number by the normal gravity value computed on the
 AB9188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9188.degrees latitude (g = 980.6199 gals.).
 AB9188
 AB9188.The modeled gravity was interpolated from observed gravity values.
 AB9188
 AB9188;                    North         East    Units  Estimated Accuracy
 AB9188;SPC SD N     -    84,360.      389,220.      MT  (+/- 180 meters Scaled)
 AB9188
 AB9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK863369(NAD 83)
 AB9188
 AB9188                          SUPERSEDED SURVEY CONTROL
 AB9188
 AB9188.No superseded survey control is available for this station.
 AB9188
 AB9188_MARKER: DB = BENCH MARK DISK
 AB9188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9188_STAMPING: 34-81.66 1974 2926.87
 AB9188_MARK LOGO: SDDT
 AB9188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9188+STABILITY: SURFACE MOTION
 AB9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9188+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9188
 AB9188  HISTORY     - Date     Condition        Report By
 AB9188  HISTORY     - 1974     MONUMENTED       SDDT
 AB9188  HISTORY     - 19950605 GOOD             NGS
 AB9188
 AB9188                          STATION DESCRIPTION
 AB9188
 AB9188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9188'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9188'IN UNION CENTER, 562.0 M (1843.8 FT) WEST OF MILEPOST 82, 62.3 M
 AB9188'(204.4 FT) WEST OF A FENCE CORNER, 30.5 M (100.1 FT) NORTH OF THE
 AB9188'HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AB9188'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AB9188'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AB9188'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9187 ***********************************************************************
 AB9187  DESIGNATION -  34 082.68
 AB9187  PID         -  AB9187
 AB9187  STATE/COUNTY-  SD/MEADE
 AB9187  COUNTRY     -  US
 AB9187  USGS QUAD   -  UNION CENTER (2017)
 AB9187
 AB9187                         *CURRENT SURVEY CONTROL
 AB9187  ______________________________________________________________________
 AB9187* NAD 83(1986) POSITION- 44 33 40.     (N) 102 37 58.     (W)   SCALED
 AB9187* NAVD 88 ORTHO HEIGHT -   885.532 (meters)     2905.28  (feet) ADJUSTED
 AB9187  ______________________________________________________________________
 AB9187  GEOID HEIGHT    -        -18.267 (meters)                     GEOID18
 AB9187  DYNAMIC HEIGHT  -        885.282 (meters)     2904.46  (feet) COMP
 AB9187  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 AB9187
 AB9187  VERT ORDER      -  FIRST     CLASS II
 AB9187
 AB9187.The horizontal coordinates were scaled from a map and have
 AB9187.an estimated accuracy of +/- 6 seconds.
 AB9187
 AB9187.The orthometric height was determined by differential leveling and
 AB9187.adjusted by the NATIONAL GEODETIC SURVEY
 AB9187.in October 1997.
 AB9187
 AB9187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9187.GEOID18 height accuracy estimate available here.
 AB9187
 AB9187.Click photographs - Photos may exist for this station.
 AB9187
 AB9187.The dynamic height is computed by dividing the NAVD 88
 AB9187.geopotential number by the normal gravity value computed on the
 AB9187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9187.degrees latitude (g = 980.6199 gals.).
 AB9187
 AB9187.The modeled gravity was interpolated from observed gravity values.
 AB9187
 AB9187;                    North         East    Units  Estimated Accuracy
 AB9187;SPC SD N     -    84,270.      390,880.      MT  (+/- 180 meters Scaled)
 AB9187
 AB9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK879369(NAD 83)
 AB9187
 AB9187                          SUPERSEDED SURVEY CONTROL
 AB9187
 AB9187.No superseded survey control is available for this station.
 AB9187
 AB9187_MARKER: DB = BENCH MARK DISK
 AB9187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9187_STAMPING: 34-82.68 1974 2903.90
 AB9187_MARK LOGO: SDDT
 AB9187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9187+STABILITY: SURFACE MOTION
 AB9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9187+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9187
 AB9187  HISTORY     - Date     Condition        Report By
 AB9187  HISTORY     - 1974     MONUMENTED       SDDT
 AB9187  HISTORY     - 19950605 GOOD             NGS
 AB9187
 AB9187                          STATION DESCRIPTION
 AB9187
 AB9187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9187'2.8 KM (1.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9187'IN UNION CENTER, 532.0 M (1745.4 FT) WEST OF MILEPOST 83, 30.3 M (99.4
 AB9187'FT) NORTH OF THE HIGHWAY CENTERLINE, 18.4 M (60.4 FT) EAST OF THE
 AB9187'NORTH END OF A CULVERT UNDER THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE
 AB9187'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AB9187'NORTH OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND
 AB9187'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9186 ***********************************************************************
 AB9186  FBN         -  This is a Federal Base Network Control Station.
 AB9186  DESIGNATION -  34 083.30
 AB9186  PID         -  AB9186
 AB9186  STATE/COUNTY-  SD/MEADE
 AB9186  COUNTRY     -  US
 AB9186  USGS QUAD   -  ENNING (2017)
 AB9186
 AB9186                         *CURRENT SURVEY CONTROL
 AB9186  ______________________________________________________________________
 AB9186* NAD 83(2011) POSITION- 44 33 38.06316(N) 102 37 08.96022(W)   ADJUSTED
 AB9186* NAD 83(2011) ELLIP HT-   878.008 (meters)        (06/27/12)   ADJUSTED
 AB9186* NAD 83(2011) EPOCH   -  2010.00
 AB9186* NAVD 88 ORTHO HEIGHT -   896.331 (meters)     2940.71  (feet) ADJUSTED
 AB9186  ______________________________________________________________________
 AB9186  GEOID HEIGHT    -        -18.301 (meters)                     GEOID18
 AB9186  NAD 83(2011) X  -   -994,607.211 (meters)                     COMP
 AB9186  NAD 83(2011) Y  - -4,442,639.494 (meters)                     COMP
 AB9186  NAD 83(2011) Z  -  4,453,302.678 (meters)                     COMP
 AB9186  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 AB9186  DYNAMIC HEIGHT  -        896.077 (meters)     2939.88  (feet) COMP
 AB9186  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 AB9186
 AB9186  VERT ORDER      -  FIRST     CLASS II
 AB9186
 AB9186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9186  Standards:
 AB9186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9186  -------------------------------------------------------------------
 AB9186  NETWORK    0.49   1.08           0.23   0.16   0.55     -0.03754835
 AB9186  -------------------------------------------------------------------
 AB9186  Click here for local accuracies and other accuracy information.
 AB9186
 AB9186.The horizontal coordinates were established by GPS observations
 AB9186.and adjusted by the National Geodetic Survey in June 2012.
 AB9186
 AB9186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9186.been affixed to the stable North American tectonic plate. See 
 AB9186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9186
 AB9186.The horizontal coordinates are valid at the epoch date displayed above
 AB9186.which is a decimal equivalence of Year/Month/Day.
 AB9186
 AB9186.The orthometric height was determined by differential leveling and
 AB9186.adjusted by the NATIONAL GEODETIC SURVEY
 AB9186.in October 1997.
 AB9186
 AB9186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9186.GEOID18 height accuracy estimate available here.
 AB9186
 AB9186.Click photographs - Photos may exist for this station.
 AB9186
 AB9186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9186
 AB9186.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9186
 AB9186.The ellipsoidal height was determined by GPS observations
 AB9186.and is referenced to NAD 83.
 AB9186
 AB9186.The dynamic height is computed by dividing the NAVD 88
 AB9186.geopotential number by the normal gravity value computed on the
 AB9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9186.degrees latitude (g = 980.6199 gals.).
 AB9186
 AB9186.The modeled gravity was interpolated from observed gravity values.
 AB9186
 AB9186. The following values were computed from the NAD 83(2011) position.
 AB9186
 AB9186;                    North         East     Units Scale Factor Converg.
 AB9186;SPC SD N     -    84,178.235   391,956.870   MT  0.99997554   -1 51 13.2
 AB9186;SPC SD N     -   276,174.76  1,285,945.16   sFT  0.99997554   -1 51 13.2
 AB9186;UTM  13      - 4,936,894.747   689,076.616   MT  1.00003965   +1 40 15.8
 AB9186
 AB9186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9186!SPC SD N     -   0.99986235  x   0.99997554  =   0.99983790
 AB9186!UTM  13      -   0.99986235  x   1.00003965  =   0.99990200
 AB9186
 AB9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8907636894(NAD 83)
 AB9186
 AB9186                          SUPERSEDED SURVEY CONTROL
 AB9186
 AB9186  NAD 83(2007)-  44 33 38.06306(N)    102 37 08.96136(W) AD(2002.00) 0
 AB9186  ELLIP H (02/10/07)  878.036  (m)                       GP(2002.00)    
 AB9186  ELLIP H (06/23/03)  878.026  (m)                       GP(       ) 3 1
 AB9186  NAD 83(1996)-  44 33 38.06253(N)    102 37 08.96155(W) AD(       ) B
 AB9186  ELLIP H (04/18/97)  878.079  (m)                       GP(       ) 4 1
 AB9186  NAVD 88             896.33   (m)         2940.7    (f) LEVELING    3  
 AB9186  NAVD 88 (04/18/97)  896.2    (m)  GEOID96  model used  GPS OBS        
 AB9186
 AB9186.Superseded values are not recommended for survey control.
 AB9186
 AB9186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9186.See file dsdata.pdf to determine how the superseded data were derived.
 AB9186
 AB9186_MARKER: Z = SEE DESCRIPTION
 AB9186_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9186_STAMPING: 34-83.30 1995
 AB9186_MARK LOGO: NGS
 AB9186_PROJECTION: FLUSH
 AB9186_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9186+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AB9186_ROD/PIPE-DEPTH: 12.8 meters
 AB9186_SLEEVE-DEPTH  : 1.80 meters
 AB9186
 AB9186  HISTORY     - Date     Condition        Report By
 AB9186  HISTORY     - 1995     MONUMENTED       SDDT
 AB9186  HISTORY     - 19950605 GOOD             NGS
 AB9186  HISTORY     - 19960524 GOOD             NGS
 AB9186  HISTORY     - 20020514 GOOD             SDDT
 AB9186
 AB9186                          STATION DESCRIPTION
 AB9186
 AB9186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9186'3.9 KM (2.40 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9186'IN UNION CENTER, 506.0 M (1660.1 FT) EAST OF MILEPOST 83, 30.3 M (99.4
 AB9186'FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) WEST OF THE WEST
 AB9186'END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB9186'HIGHWAY, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AB9186'WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.
 AB9186'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9186'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS
 AB9186'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AB9186'4-INCH PVC CAP.
 AB9186
 AB9186                          STATION RECOVERY (1996)
 AB9186
 AB9186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9186'THE STATION IS LOCATED ABOUT 50.0 MI (80.5 KM) NORTHEAST OF RAPID
 AB9186'CITY, 50.0 MI (80.5 KM) EAST-NORTHEAST OF STURGIS, AND 3.2 MI (5.1 KM)
 AB9186'WEST OF ENNING, ON STATE HIGHWAY 34.  OWNERSHIP--THE STATE OF SOUTH
 AB9186'DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE AND STORE IN UNION
 AB9186'CENTER, GO EAST ON STATE HIGHWAY 34 FOR 2.4 MI (3.9 KM) TO THE STATION
 AB9186'ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AB9186'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AB9186'STEEL PIPE.  LOCATED 99.3 FT (30.3 M) SOUTH-SOUTHEAST OF THE HIGHWAY
 AB9186'CENTERLINE, 5.7 FT (1.7 M) WEST OF A FENCE POST, 1.9 FT (0.6 M)
 AB9186'NORTH-NORTHWEST OF A FENCE, 0.9 FT (27.4 CM) NORTH-NORTHWEST OF A
 AB9186'WITNESS POST, AND 3.0 FT (0.9 M) BELOW THE LEVEL OF THE ROAD.
 AB9186'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9186'A 4-INCH PVC CAP.
 AB9186
 AB9186                          STATION RECOVERY (2002)
 AB9186
 AB9186'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB9186'RECOVERED AS DESCRIBED
 AB9186'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9185 ***********************************************************************
 AB9185  DESIGNATION -  34 083.64
 AB9185  PID         -  AB9185
 AB9185  STATE/COUNTY-  SD/MEADE
 AB9185  COUNTRY     -  US
 AB9185  USGS QUAD   -  ENNING (2017)
 AB9185
 AB9185                         *CURRENT SURVEY CONTROL
 AB9185  ______________________________________________________________________
 AB9185* NAD 83(1986) POSITION- 44 33 39.     (N) 102 36 49.     (W)   SCALED
 AB9185* NAVD 88 ORTHO HEIGHT -   897.741 (meters)     2945.34  (feet) ADJUSTED
 AB9185  ______________________________________________________________________
 AB9185  GEOID HEIGHT    -        -18.314 (meters)                     GEOID18
 AB9185  DYNAMIC HEIGHT  -        897.487 (meters)     2944.51  (feet) COMP
 AB9185  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 AB9185
 AB9185  VERT ORDER      -  FIRST     CLASS II
 AB9185
 AB9185.The horizontal coordinates were scaled from a map and have
 AB9185.an estimated accuracy of +/- 6 seconds.
 AB9185
 AB9185.The orthometric height was determined by differential leveling and
 AB9185.adjusted by the NATIONAL GEODETIC SURVEY
 AB9185.in October 1997.
 AB9185
 AB9185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9185.GEOID18 height accuracy estimate available here.
 AB9185
 AB9185.Click photographs - Photos may exist for this station.
 AB9185
 AB9185.The dynamic height is computed by dividing the NAVD 88
 AB9185.geopotential number by the normal gravity value computed on the
 AB9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9185.degrees latitude (g = 980.6199 gals.).
 AB9185
 AB9185.The modeled gravity was interpolated from observed gravity values.
 AB9185
 AB9185;                    North         East    Units  Estimated Accuracy
 AB9185;SPC SD N     -    84,190.      392,400.      MT  (+/- 180 meters Scaled)
 AB9185
 AB9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK895369(NAD 83)
 AB9185
 AB9185                          SUPERSEDED SURVEY CONTROL
 AB9185
 AB9185.No superseded survey control is available for this station.
 AB9185
 AB9185_MARKER: DB = BENCH MARK DISK
 AB9185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9185_STAMPING: 34-83.64 1974 2943.94
 AB9185_MARK LOGO: SDDT
 AB9185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9185+STABILITY: SURFACE MOTION
 AB9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9185+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9185
 AB9185  HISTORY     - Date     Condition        Report By
 AB9185  HISTORY     - 1974     MONUMENTED       SDDT
 AB9185  HISTORY     - 19950605 GOOD             NGS
 AB9185
 AB9185                          STATION DESCRIPTION
 AB9185
 AB9185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9185'4.5 KM (2.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9185'IN UNION CENTER, 589.0 M (1932.4 FT) WEST OF MILEPOST 84, 30.3 M (99.4
 AB9185'FT) NORTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) WEST OF THE WEST
 AB9185'END OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.5 M
 AB9185'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AB9185'WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AB9185'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9184 ***********************************************************************
 AB9184  DESIGNATION -  34 084.84
 AB9184  PID         -  AB9184
 AB9184  STATE/COUNTY-  SD/MEADE
 AB9184  COUNTRY     -  US
 AB9184  USGS QUAD   -  ENNING (2017)
 AB9184
 AB9184                         *CURRENT SURVEY CONTROL
 AB9184  ______________________________________________________________________
 AB9184* NAD 83(1986) POSITION- 44 33 48.     (N) 102 35 31.     (W)   SCALED
 AB9184* NAVD 88 ORTHO HEIGHT -   897.299 (meters)     2943.89  (feet) ADJUSTED
 AB9184  ______________________________________________________________________
 AB9184  GEOID HEIGHT    -        -18.361 (meters)                     GEOID18
 AB9184  DYNAMIC HEIGHT  -        897.046 (meters)     2943.06  (feet) COMP
 AB9184  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 AB9184
 AB9184  VERT ORDER      -  FIRST     CLASS II
 AB9184
 AB9184.The horizontal coordinates were scaled from a map and have
 AB9184.an estimated accuracy of +/- 6 seconds.
 AB9184
 AB9184.The orthometric height was determined by differential leveling and
 AB9184.adjusted by the NATIONAL GEODETIC SURVEY
 AB9184.in October 1997.
 AB9184
 AB9184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9184.GEOID18 height accuracy estimate available here.
 AB9184
 AB9184.Click photographs - Photos may exist for this station.
 AB9184
 AB9184.The dynamic height is computed by dividing the NAVD 88
 AB9184.geopotential number by the normal gravity value computed on the
 AB9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9184.degrees latitude (g = 980.6199 gals.).
 AB9184
 AB9184.The modeled gravity was interpolated from observed gravity values.
 AB9184
 AB9184;                    North         East    Units  Estimated Accuracy
 AB9184;SPC SD N     -    84,420.      394,130.      MT  (+/- 180 meters Scaled)
 AB9184
 AB9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK912372(NAD 83)
 AB9184
 AB9184                          SUPERSEDED SURVEY CONTROL
 AB9184
 AB9184.No superseded survey control is available for this station.
 AB9184
 AB9184_MARKER: DB = BENCH MARK DISK
 AB9184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9184_STAMPING: 34-84.84 1974 2942.45
 AB9184_MARK LOGO: SDDT
 AB9184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9184+STABILITY: SURFACE MOTION
 AB9184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9184+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9184
 AB9184  HISTORY     - Date     Condition        Report By
 AB9184  HISTORY     - 1974     MONUMENTED       SDDT
 AB9184  HISTORY     - 19950605 GOOD             NGS
 AB9184
 AB9184                          STATION DESCRIPTION
 AB9184
 AB9184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9184'6.2 KM (3.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9184'IN UNION CENTER, 448.0 M (1469.8 FT) WEST OF MILEPOST 85, 62.1 M
 AB9184'(203.7 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 30.1
 AB9184'M (98.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH
 AB9184'OF THE NORTH END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE
 AB9184'LEVEL OF THE HIGHWAY, NEAR THE CENTER OF 2 WITNESS POSTS, AND THE
 AB9184'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9183 ***********************************************************************
 AB9183  DESIGNATION -  34 085.27
 AB9183  PID         -  AB9183
 AB9183  STATE/COUNTY-  SD/MEADE
 AB9183  COUNTRY     -  US
 AB9183  USGS QUAD   -  ENNING (2017)
 AB9183
 AB9183                         *CURRENT SURVEY CONTROL
 AB9183  ______________________________________________________________________
 AB9183* NAD 83(1986) POSITION- 44 34 06.     (N) 102 35 12.     (W)   SCALED
 AB9183* NAVD 88 ORTHO HEIGHT -   907.080 (meters)     2975.98  (feet) ADJUSTED
 AB9183  ______________________________________________________________________
 AB9183  GEOID HEIGHT    -        -18.366 (meters)                     GEOID18
 AB9183  DYNAMIC HEIGHT  -        906.825 (meters)     2975.14  (feet) COMP
 AB9183  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 AB9183
 AB9183  VERT ORDER      -  FIRST     CLASS II
 AB9183
 AB9183.The horizontal coordinates were scaled from a map and have
 AB9183.an estimated accuracy of +/- 6 seconds.
 AB9183
 AB9183.The orthometric height was determined by differential leveling and
 AB9183.adjusted by the NATIONAL GEODETIC SURVEY
 AB9183.in October 1997.
 AB9183
 AB9183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9183.GEOID18 height accuracy estimate available here.
 AB9183
 AB9183.Click photographs - Photos may exist for this station.
 AB9183
 AB9183.The dynamic height is computed by dividing the NAVD 88
 AB9183.geopotential number by the normal gravity value computed on the
 AB9183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9183.degrees latitude (g = 980.6199 gals.).
 AB9183
 AB9183.The modeled gravity was interpolated from observed gravity values.
 AB9183
 AB9183;                    North         East    Units  Estimated Accuracy
 AB9183;SPC SD N     -    84,960.      394,560.      MT  (+/- 180 meters Scaled)
 AB9183
 AB9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK916378(NAD 83)
 AB9183
 AB9183                          SUPERSEDED SURVEY CONTROL
 AB9183
 AB9183.No superseded survey control is available for this station.
 AB9183
 AB9183_MARKER: DB = BENCH MARK DISK
 AB9183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9183_STAMPING: 34-85.27 1974 2974.62
 AB9183_MARK LOGO: SDDT
 AB9183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9183+STABILITY: SURFACE MOTION
 AB9183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9183+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9183
 AB9183  HISTORY     - Date     Condition        Report By
 AB9183  HISTORY     - 1974     MONUMENTED       SDDT
 AB9183  HISTORY     - 19950605 GOOD             NGS
 AB9183
 AB9183                          STATION DESCRIPTION
 AB9183
 AB9183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9183'6.9 KM (4.30 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9183'IN UNION CENTER, 252.0 M (826.8 FT) EAST OF MILEPOST 85, 30.3 M (99.4
 AB9183'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTHEAST OF A
 AB9183'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AB9183'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9183'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9182 ***********************************************************************
 AB9182  DESIGNATION -  34 086.15
 AB9182  PID         -  AB9182
 AB9182  STATE/COUNTY-  SD/MEADE
 AB9182  COUNTRY     -  US
 AB9182  USGS QUAD   -  ENNING (2017)
 AB9182
 AB9182                         *CURRENT SURVEY CONTROL
 AB9182  ______________________________________________________________________
 AB9182* NAD 83(1986) POSITION- 44 34 32.     (N) 102 34 21.     (W)   SCALED
 AB9182* NAVD 88 ORTHO HEIGHT -   931.303 (meters)     3055.45  (feet) ADJUSTED
 AB9182  ______________________________________________________________________
 AB9182  GEOID HEIGHT    -        -18.391 (meters)                     GEOID18
 AB9182  DYNAMIC HEIGHT  -        931.043 (meters)     3054.60  (feet) COMP
 AB9182  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 AB9182
 AB9182  VERT ORDER      -  FIRST     CLASS II
 AB9182
 AB9182.The horizontal coordinates were scaled from a map and have
 AB9182.an estimated accuracy of +/- 6 seconds.
 AB9182
 AB9182.The orthometric height was determined by differential leveling and
 AB9182.adjusted by the NATIONAL GEODETIC SURVEY
 AB9182.in October 1997.
 AB9182
 AB9182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9182.GEOID18 height accuracy estimate available here.
 AB9182
 AB9182.Click photographs - Photos may exist for this station.
 AB9182
 AB9182.The dynamic height is computed by dividing the NAVD 88
 AB9182.geopotential number by the normal gravity value computed on the
 AB9182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9182.degrees latitude (g = 980.6199 gals.).
 AB9182
 AB9182.The modeled gravity was interpolated from observed gravity values.
 AB9182
 AB9182;                    North         East    Units  Estimated Accuracy
 AB9182;SPC SD N     -    85,720.      395,710.      MT  (+/- 180 meters Scaled)
 AB9182
 AB9182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK927386(NAD 83)
 AB9182
 AB9182                          SUPERSEDED SURVEY CONTROL
 AB9182
 AB9182.No superseded survey control is available for this station.
 AB9182
 AB9182_MARKER: DB = BENCH MARK DISK
 AB9182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9182_STAMPING: 34-86.15 1974 3954.12
 AB9182_MARK LOGO: SDDT
 AB9182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9182+STABILITY: SURFACE MOTION
 AB9182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9182+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9182
 AB9182  HISTORY     - Date     Condition        Report By
 AB9182  HISTORY     - 1974     MONUMENTED       SDDT
 AB9182  HISTORY     - 19950605 GOOD             NGS
 AB9182
 AB9182                          STATION DESCRIPTION
 AB9182
 AB9182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9182'8.3 KM (5.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9182'IN UNION CENTER, 77.4 M (253.9 FT) EAST OF MILEPOST 86, 34.4 M (112.9
 AB9182'FT) EAST OF THE EAST END OF 2 BRACED FENCE POSTS, 29.5 M (96.8 FT)
 AB9182'NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.4
 AB9182'M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, NEAR THE CENTER OF 2
 AB9182'WITNESS POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9154 ***********************************************************************
 AB9154  DESIGNATION -  34 087.12
 AB9154  PID         -  AB9154
 AB9154  STATE/COUNTY-  SD/MEADE
 AB9154  COUNTRY     -  US
 AB9154  USGS QUAD   -  ENNING (2017)
 AB9154
 AB9154                         *CURRENT SURVEY CONTROL
 AB9154  ______________________________________________________________________
 AB9154* NAD 83(1986) POSITION- 44 34 32.     (N) 102 33 12.     (W)   SCALED
 AB9154* NAVD 88 ORTHO HEIGHT -   924.180 (meters)     3032.08  (feet) ADJUSTED
 AB9154  ______________________________________________________________________
 AB9154  GEOID HEIGHT    -        -18.441 (meters)                     GEOID18
 AB9154  DYNAMIC HEIGHT  -        923.925 (meters)     3031.24  (feet) COMP
 AB9154  MODELED GRAVITY -    980,310.2   (mgal)                       NAVD 88
 AB9154
 AB9154  VERT ORDER      -  FIRST     CLASS II
 AB9154
 AB9154.The horizontal coordinates were scaled from a map and have
 AB9154.an estimated accuracy of +/- 6 seconds.
 AB9154
 AB9154.The orthometric height was determined by differential leveling and
 AB9154.adjusted by the NATIONAL GEODETIC SURVEY
 AB9154.in October 1997.
 AB9154
 AB9154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9154.GEOID18 height accuracy estimate available here.
 AB9154
 AB9154.Click photographs - Photos may exist for this station.
 AB9154
 AB9154.The dynamic height is computed by dividing the NAVD 88
 AB9154.geopotential number by the normal gravity value computed on the
 AB9154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9154.degrees latitude (g = 980.6199 gals.).
 AB9154
 AB9154.The modeled gravity was interpolated from observed gravity values.
 AB9154
 AB9154;                    North         East    Units  Estimated Accuracy
 AB9154;SPC SD N     -    85,680.      397,240.      MT  (+/- 180 meters Scaled)
 AB9154
 AB9154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK942387(NAD 83)
 AB9154
 AB9154                          SUPERSEDED SURVEY CONTROL
 AB9154
 AB9154.No superseded survey control is available for this station.
 AB9154
 AB9154_MARKER: DB = BENCH MARK DISK
 AB9154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9154_STAMPING: 34-87.12 1974 3030.69
 AB9154_MARK LOGO: SDDT
 AB9154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9154+STABILITY: SURFACE MOTION
 AB9154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9154+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9154
 AB9154  HISTORY     - Date     Condition        Report By
 AB9154  HISTORY     - 1974     MONUMENTED       SDDT
 AB9154  HISTORY     - 19950605 GOOD             NGS
 AB9154
 AB9154                          STATION DESCRIPTION
 AB9154
 AB9154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9154'9.8 KM (6.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9154'IN UNION CENTER, 41.0 M (134.5 FT) NORTH OF MILEPOST 87, 30.1 M (98.8
 AB9154'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A FENCE
 AB9154'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, NEAR THE CENTER
 AB9154'OF 2 WITNESS POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9181 ***********************************************************************
 AB9181  DESIGNATION -  34 088.0
 AB9181  PID         -  AB9181
 AB9181  STATE/COUNTY-  SD/MEADE
 AB9181  COUNTRY     -  US
 AB9181  USGS QUAD   -  ENNING (2017)
 AB9181
 AB9181                         *CURRENT SURVEY CONTROL
 AB9181  ______________________________________________________________________
 AB9181* NAD 83(1986) POSITION- 44 34 33.15   (N) 102 31 56.98   (W)   HD_HELD1
 AB9181* NAVD 88 ORTHO HEIGHT -   914.322 (meters)     2999.74  (feet) ADJUSTED
 AB9181  ______________________________________________________________________
 AB9181  GEOID HEIGHT    -        -18.495 (meters)                     GEOID18
 AB9181  DYNAMIC HEIGHT  -        914.074 (meters)     2998.92  (feet) COMP
 AB9181  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 AB9181
 AB9181  VERT ORDER      -  FIRST     CLASS II
 AB9181
 AB9181.The horizontal coordinates were determined by differentially corrected
 AB9181.hand held GPS observations or other comparable positioning techniques
 AB9181.and have an estimated accuracy of +/- 3 meters.
 AB9181
 AB9181.The orthometric height was determined by differential leveling and
 AB9181.adjusted by the NATIONAL GEODETIC SURVEY
 AB9181.in October 1997.
 AB9181
 AB9181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9181.GEOID18 height accuracy estimate available here.
 AB9181
 AB9181.Click photographs - Photos may exist for this station.
 AB9181
 AB9181.The dynamic height is computed by dividing the NAVD 88
 AB9181.geopotential number by the normal gravity value computed on the
 AB9181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9181.degrees latitude (g = 980.6199 gals.).
 AB9181
 AB9181.The modeled gravity was interpolated from observed gravity values.
 AB9181
 AB9181;                    North         East    Units  Estimated Accuracy
 AB9181;SPC SD N     -    85,658.7     398,891.4     MT  (+/- 3 meters HH1 GPS) 
 AB9181
 AB9181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9590738798(NAD 83)
 AB9181
 AB9181                          SUPERSEDED SURVEY CONTROL
 AB9181
 AB9181.No superseded survey control is available for this station.
 AB9181
 AB9181_MARKER: Z = SEE DESCRIPTION
 AB9181_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9181_STAMPING: 34-88.0 1995
 AB9181_MARK LOGO: SDDT
 AB9181_PROJECTION: FLUSH
 AB9181_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9181+STABILITY: POSITION/ELEVATION WELL
 AB9181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9181+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9181_ROD/PIPE-DEPTH: 6.4 meters
 AB9181_SLEEVE-DEPTH  : 4.0 meters
 AB9181
 AB9181  HISTORY     - Date     Condition        Report By
 AB9181  HISTORY     - 1995     MONUMENTED       SDDT
 AB9181  HISTORY     - 19950605 GOOD             NGS
 AB9181
 AB9181                          STATION DESCRIPTION
 AB9181
 AB9181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9181'11.5 KM (7.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9181'IN UNION CENTER, 40.9 M (134.2 FT) NORTH OF MILEPOST 88, 30.2 M (99.1
 AB9181'FT) NORTH OF THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) EAST OF THE
 AB9181'CENTER OF A FIELD ENTRANCE AND GATE, 1.4 M (4.6 FT) WEST OF A T-FENCE
 AB9181'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AB9181'SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) NORTH OF A METAL
 AB9181'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AB9181'TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 AB9181'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9181'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9180 ***********************************************************************
 AB9180  DESIGNATION -  34 089.05
 AB9180  PID         -  AB9180
 AB9180  STATE/COUNTY-  SD/MEADE
 AB9180  COUNTRY     -  US
 AB9180  USGS QUAD   -  ENNING (2017)
 AB9180
 AB9180                         *CURRENT SURVEY CONTROL
 AB9180  ______________________________________________________________________
 AB9180* NAD 83(1986) POSITION- 44 34 33.     (N) 102 30 46.     (W)   SCALED
 AB9180* NAVD 88 ORTHO HEIGHT -   895.182 (meters)     2936.94  (feet) ADJUSTED
 AB9180  ______________________________________________________________________
 AB9180  GEOID HEIGHT    -        -18.547 (meters)                     GEOID18
 AB9180  DYNAMIC HEIGHT  -        894.942 (meters)     2936.16  (feet) COMP
 AB9180  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 AB9180
 AB9180  VERT ORDER      -  FIRST     CLASS II
 AB9180
 AB9180.The horizontal coordinates were scaled from a map and have
 AB9180.an estimated accuracy of +/- 6 seconds.
 AB9180
 AB9180.The orthometric height was determined by differential leveling and
 AB9180.adjusted by the NATIONAL GEODETIC SURVEY
 AB9180.in October 1997.
 AB9180
 AB9180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9180.GEOID18 height accuracy estimate available here.
 AB9180
 AB9180.Click photographs - Photos may exist for this station.
 AB9180
 AB9180.The dynamic height is computed by dividing the NAVD 88
 AB9180.geopotential number by the normal gravity value computed on the
 AB9180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9180.degrees latitude (g = 980.6199 gals.).
 AB9180
 AB9180.The modeled gravity was interpolated from observed gravity values.
 AB9180
 AB9180;                    North         East    Units  Estimated Accuracy
 AB9180;SPC SD N     -    85,610.      400,460.      MT  (+/- 180 meters Scaled)
 AB9180
 AB9180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK974388(NAD 83)
 AB9180
 AB9180                          SUPERSEDED SURVEY CONTROL
 AB9180
 AB9180.No superseded survey control is available for this station.
 AB9180
 AB9180_MARKER: DB = BENCH MARK DISK
 AB9180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9180_STAMPING: 34-89.05 1982 2935 82
 AB9180_MARK LOGO: SDDT
 AB9180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9180+STABILITY: SURFACE MOTION
 AB9180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9180+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9180
 AB9180  HISTORY     - Date     Condition        Report By
 AB9180  HISTORY     - 1982     MONUMENTED       SDDT
 AB9180  HISTORY     - 19950605 GOOD             NGS
 AB9180
 AB9180                          STATION DESCRIPTION
 AB9180
 AB9180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9180'13.1 KM (8.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9180'IN UNION CENTER, 142.6 M (467.8 FT) EAST OF MILEPOST 89, 30.4 M (99.7
 AB9180'FT) NORTH OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT) WEST OF A T-FENCE
 AB9180'CORNER, 2.0 M (6.6 FT) WEST OF BENCH MARK S 127 RESET, 1.5 M (4.9 FT)
 AB9180'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.1 M
 AB9180'(0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9180'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9179 ***********************************************************************
 AB9179  DESIGNATION -  34 090.10
 AB9179  PID         -  AB9179
 AB9179  STATE/COUNTY-  SD/MEADE
 AB9179  COUNTRY     -  US
 AB9179  USGS QUAD   -  WHITE OWL (2017)
 AB9179
 AB9179                         *CURRENT SURVEY CONTROL
 AB9179  ______________________________________________________________________
 AB9179* NAD 83(1986) POSITION- 44 34 35.     (N) 102 29 34.     (W)   SCALED
 AB9179* NAVD 88 ORTHO HEIGHT -   885.321 (meters)     2904.59  (feet) ADJUSTED
 AB9179  ______________________________________________________________________
 AB9179  GEOID HEIGHT    -        -18.600 (meters)                     GEOID18
 AB9179  DYNAMIC HEIGHT  -        885.085 (meters)     2903.82  (feet) COMP
 AB9179  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 AB9179
 AB9179  VERT ORDER      -  FIRST     CLASS II
 AB9179
 AB9179.The horizontal coordinates were scaled from a map and have
 AB9179.an estimated accuracy of +/- 6 seconds.
 AB9179
 AB9179.The orthometric height was determined by differential leveling and
 AB9179.adjusted by the NATIONAL GEODETIC SURVEY
 AB9179.in October 1997.
 AB9179
 AB9179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9179.GEOID18 height accuracy estimate available here.
 AB9179
 AB9179.Click photographs - Photos may exist for this station.
 AB9179
 AB9179.The dynamic height is computed by dividing the NAVD 88
 AB9179.geopotential number by the normal gravity value computed on the
 AB9179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9179.degrees latitude (g = 980.6199 gals.).
 AB9179
 AB9179.The modeled gravity was interpolated from observed gravity values.
 AB9179
 AB9179;                    North         East    Units  Estimated Accuracy
 AB9179;SPC SD N     -    85,620.      402,050.      MT  (+/- 180 meters Scaled)
 AB9179
 AB9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK990389(NAD 83)
 AB9179
 AB9179                          SUPERSEDED SURVEY CONTROL
 AB9179
 AB9179.No superseded survey control is available for this station.
 AB9179
 AB9179_MARKER: DB = BENCH MARK DISK
 AB9179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9179_STAMPING: 34 90.10 1982 2903 41
 AB9179_MARK LOGO: SDDT
 AB9179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9179+STABILITY: SURFACE MOTION
 AB9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9179+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9179
 AB9179  HISTORY     - Date     Condition        Report By
 AB9179  HISTORY     - 1982     MONUMENTED       SDDT
 AB9179  HISTORY     - 19950605 GOOD             NGS
 AB9179
 AB9179                          STATION DESCRIPTION
 AB9179
 AB9179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9179'14.7 KM (9.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9179'IN UNION CENTER, 147.4 M (483.6 FT) EAST OF MILEPOST 90, 33.1 M (108.6
 AB9179'FT) NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 30.2 M
 AB9179'(99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE
 AB9179'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT)
 AB9179'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9179'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9178 ***********************************************************************
 AB9178  DESIGNATION -  34 091.13
 AB9178  PID         -  AB9178
 AB9178  STATE/COUNTY-  SD/MEADE
 AB9178  COUNTRY     -  US
 AB9178  USGS QUAD   -  WHITE OWL (2017)
 AB9178
 AB9178                         *CURRENT SURVEY CONTROL
 AB9178  ______________________________________________________________________
 AB9178* NAD 83(1986) POSITION- 44 34 35.     (N) 102 28 24.     (W)   SCALED
 AB9178* NAVD 88 ORTHO HEIGHT -   876.843 (meters)     2876.78  (feet) ADJUSTED
 AB9178  ______________________________________________________________________
 AB9178  GEOID HEIGHT    -        -18.652 (meters)                     GEOID18
 AB9178  DYNAMIC HEIGHT  -        876.610 (meters)     2876.01  (feet) COMP
 AB9178  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 AB9178
 AB9178  VERT ORDER      -  FIRST     CLASS II
 AB9178
 AB9178.The horizontal coordinates were scaled from a map and have
 AB9178.an estimated accuracy of +/- 6 seconds.
 AB9178
 AB9178.The orthometric height was determined by differential leveling and
 AB9178.adjusted by the NATIONAL GEODETIC SURVEY
 AB9178.in October 1997.
 AB9178
 AB9178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9178.GEOID18 height accuracy estimate available here.
 AB9178
 AB9178.Click photographs - Photos may exist for this station.
 AB9178
 AB9178.The dynamic height is computed by dividing the NAVD 88
 AB9178.geopotential number by the normal gravity value computed on the
 AB9178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9178.degrees latitude (g = 980.6199 gals.).
 AB9178
 AB9178.The modeled gravity was interpolated from observed gravity values.
 AB9178
 AB9178;                    North         East    Units  Estimated Accuracy
 AB9178;SPC SD N     -    85,570.      403,590.      MT  (+/- 180 meters Scaled)
 AB9178
 AB9178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK006389(NAD 83)
 AB9178
 AB9178                          SUPERSEDED SURVEY CONTROL
 AB9178
 AB9178.No superseded survey control is available for this station.
 AB9178
 AB9178_MARKER: DB = BENCH MARK DISK
 AB9178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9178_STAMPING: 34-91 13 1982 2897 56
 AB9178_MARK LOGO: SDDT
 AB9178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9178+STABILITY: SURFACE MOTION
 AB9178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9178+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9178
 AB9178  HISTORY     - Date     Condition        Report By
 AB9178  HISTORY     - 1982     MONUMENTED       SDDT
 AB9178  HISTORY     - 19950605 GOOD             NGS
 AB9178
 AB9178                          STATION DESCRIPTION
 AB9178
 AB9178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9178'16.2 KM (10.05 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9178'OFFICE IN UNION CENTER, 81.1 M (266.1 FT) EAST OF MILEPOST 91, 31.0 M
 AB9178'(101.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 21.0 M (68.9 FT) EAST OF
 AB9178'THE NORTHEAST END OF 2 BRACED FENCE POSTS, 2.5 M (8.2 FT) BELOW THE
 AB9178'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 AB9178'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9178'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9177 ***********************************************************************
 AB9177  DESIGNATION -  34 093.0
 AB9177  PID         -  AB9177
 AB9177  STATE/COUNTY-  SD/MEADE
 AB9177  COUNTRY     -  US
 AB9177  USGS QUAD   -  WHITE OWL (2017)
 AB9177
 AB9177                         *CURRENT SURVEY CONTROL
 AB9177  ______________________________________________________________________
 AB9177* NAD 83(1986) POSITION- 44 35 27.68   (N) 102 26 27.80   (W)   HD_HELD1
 AB9177* NAVD 88 ORTHO HEIGHT -   850.162 (meters)     2789.24  (feet) ADJUSTED
 AB9177  ______________________________________________________________________
 AB9177  GEOID HEIGHT    -        -18.728 (meters)                     GEOID18
 AB9177  DYNAMIC HEIGHT  -        849.939 (meters)     2788.51  (feet) COMP
 AB9177  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 AB9177
 AB9177  VERT ORDER      -  FIRST     CLASS II
 AB9177
 AB9177.The horizontal coordinates were determined by differentially corrected
 AB9177.hand held GPS observations or other comparable positioning techniques
 AB9177.and have an estimated accuracy of +/- 3 meters.
 AB9177
 AB9177.The orthometric height was determined by differential leveling and
 AB9177.adjusted by the NATIONAL GEODETIC SURVEY
 AB9177.in October 1997.
 AB9177
 AB9177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9177.GEOID18 height accuracy estimate available here.
 AB9177
 AB9177.Click photographs - Photos may exist for this station.
 AB9177
 AB9177.The dynamic height is computed by dividing the NAVD 88
 AB9177.geopotential number by the normal gravity value computed on the
 AB9177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9177.degrees latitude (g = 980.6199 gals.).
 AB9177
 AB9177.The modeled gravity was interpolated from observed gravity values.
 AB9177
 AB9177;                    North         East    Units  Estimated Accuracy
 AB9177;SPC SD N     -    87,118.1     406,201.2     MT  (+/- 3 meters HH1 GPS) 
 AB9177
 AB9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0311440705(NAD 83)
 AB9177
 AB9177                          SUPERSEDED SURVEY CONTROL
 AB9177
 AB9177.No superseded survey control is available for this station.
 AB9177
 AB9177_MARKER: Z = SEE DESCRIPTION
 AB9177_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9177_STAMPING: 34-93.0 1995
 AB9177_PROJECTION: FLUSH
 AB9177_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9177+STABILITY: POSITION/ELEVATION WELL
 AB9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9177+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9177_ROD/PIPE-DEPTH: 6.4 meters
 AB9177_SLEEVE-DEPTH  : 4.0 meters
 AB9177
 AB9177  HISTORY     - Date     Condition        Report By
 AB9177  HISTORY     - 1995     MONUMENTED       SDDT
 AB9177  HISTORY     - 19950605 GOOD             NGS
 AB9177
 AB9177                          STATION DESCRIPTION
 AB9177
 AB9177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9177'19.3 KM (12.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9177'OFFICE IN UNION CENTER, 71.6 M (234.9 FT) EAST OF THE EXTENDED CENTER
 AB9177'OF A DRIVEWAY, 30.3 M (99.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.9
 AB9177'M (62.0 FT) SOUTH OF MILEPOST 93, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AB9177'THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3
 AB9177'M (1.0 FT) SOUTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AB9177'STAINLESS STEEL BALL EPOXIED TO A IRON PIPE CAP THAT IS AFFIXED TO A 1
 AB9177'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AB9177'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9176 ***********************************************************************
 AB9176  DESIGNATION -  34 093.60
 AB9176  PID         -  AB9176
 AB9176  STATE/COUNTY-  SD/MEADE
 AB9176  COUNTRY     -  US
 AB9176  USGS QUAD   -  WHITE OWL (2017)
 AB9176
 AB9176                         *CURRENT SURVEY CONTROL
 AB9176  ______________________________________________________________________
 AB9176* NAD 83(1986) POSITION- 44 35 33.     (N) 102 25 57.     (W)   SCALED
 AB9176* NAVD 88 ORTHO HEIGHT -   848.366 (meters)     2783.35  (feet) ADJUSTED
 AB9176  ______________________________________________________________________
 AB9176  GEOID HEIGHT    -        -18.750 (meters)                     GEOID18
 AB9176  DYNAMIC HEIGHT  -        848.144 (meters)     2782.62  (feet) COMP
 AB9176  MODELED GRAVITY -    980,327.1   (mgal)                       NAVD 88
 AB9176
 AB9176  VERT ORDER      -  FIRST     CLASS II
 AB9176
 AB9176.The horizontal coordinates were scaled from a map and have
 AB9176.an estimated accuracy of +/- 6 seconds.
 AB9176
 AB9176.The orthometric height was determined by differential leveling and
 AB9176.adjusted by the NATIONAL GEODETIC SURVEY
 AB9176.in October 1997.
 AB9176
 AB9176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9176.GEOID18 height accuracy estimate available here.
 AB9176
 AB9176.Click photographs - Photos may exist for this station.
 AB9176
 AB9176.The dynamic height is computed by dividing the NAVD 88
 AB9176.geopotential number by the normal gravity value computed on the
 AB9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9176.degrees latitude (g = 980.6199 gals.).
 AB9176
 AB9176.The modeled gravity was interpolated from observed gravity values.
 AB9176
 AB9176;                    North         East    Units  Estimated Accuracy
 AB9176;SPC SD N     -    87,260.      406,890.      MT  (+/- 180 meters Scaled)
 AB9176
 AB9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK037408(NAD 83)
 AB9176
 AB9176                          SUPERSEDED SURVEY CONTROL
 AB9176
 AB9176.No superseded survey control is available for this station.
 AB9176
 AB9176_MARKER: DB = BENCH MARK DISK
 AB9176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9176_STAMPING: 34-93 60 1982 2782 23
 AB9176_MARK LOGO: SDDT
 AB9176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9176+STABILITY: SURFACE MOTION
 AB9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9176+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9176
 AB9176  HISTORY     - Date     Condition        Report By
 AB9176  HISTORY     - 1982     MONUMENTED       SDDT
 AB9176  HISTORY     - 19950605 GOOD             NGS
 AB9176
 AB9176                          STATION DESCRIPTION
 AB9176
 AB9176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9176'20.1 KM (12.50 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9176'OFFICE IN UNION CENTER, 866.0 M (2841.2 FT) WEST OF MILEPOST 94, 740.0
 AB9176'M (2427.8 FT) EAST OF MILEPOST 93, 30.1 M (98.8 FT) SOUTH OF THE
 AB9176'HIGHWAY CENTERLINE, 3.3 M (10.8 FT) WEST OF A FENCE CORNER, 0.5 M (1.6
 AB9176'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 AB9176'POST, 0.1 M (0.3 FT) NORTH OF A METAL GUARD POST, AND THE MONUMENT IS
 AB9176'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9175 ***********************************************************************
 AB9175  DESIGNATION -  34 094.78
 AB9175  PID         -  AB9175
 AB9175  STATE/COUNTY-  SD/MEADE
 AB9175  COUNTRY     -  US
 AB9175  USGS QUAD   -  WHITE OWL (2017)
 AB9175
 AB9175                         *CURRENT SURVEY CONTROL
 AB9175  ______________________________________________________________________
 AB9175* NAD 83(1986) POSITION- 44 35 51.     (N) 102 24 46.     (W)   SCALED
 AB9175* NAVD 88 ORTHO HEIGHT -   851.312 (meters)     2793.01  (feet) ADJUSTED
 AB9175  ______________________________________________________________________
 AB9175  GEOID HEIGHT    -        -18.800 (meters)                     GEOID18
 AB9175  DYNAMIC HEIGHT  -        851.090 (meters)     2792.28  (feet) COMP
 AB9175  MODELED GRAVITY -    980,328.8   (mgal)                       NAVD 88
 AB9175
 AB9175  VERT ORDER      -  FIRST     CLASS II
 AB9175
 AB9175.The horizontal coordinates were scaled from a map and have
 AB9175.an estimated accuracy of +/- 6 seconds.
 AB9175
 AB9175.The orthometric height was determined by differential leveling and
 AB9175.adjusted by the NATIONAL GEODETIC SURVEY
 AB9175.in October 1997.
 AB9175
 AB9175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9175.GEOID18 height accuracy estimate available here.
 AB9175
 AB9175.Click photographs - Photos may exist for this station.
 AB9175
 AB9175.The dynamic height is computed by dividing the NAVD 88
 AB9175.geopotential number by the normal gravity value computed on the
 AB9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9175.degrees latitude (g = 980.6199 gals.).
 AB9175
 AB9175.The modeled gravity was interpolated from observed gravity values.
 AB9175
 AB9175;                    North         East    Units  Estimated Accuracy
 AB9175;SPC SD N     -    87,770.      408,470.      MT  (+/- 180 meters Scaled)
 AB9175
 AB9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK053414(NAD 83)
 AB9175
 AB9175                          SUPERSEDED SURVEY CONTROL
 AB9175
 AB9175.No superseded survey control is available for this station.
 AB9175
 AB9175_MARKER: DB = BENCH MARK DISK
 AB9175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9175_STAMPING: 34-94 78 1982 2791 85
 AB9175_MARK LOGO: SDDT
 AB9175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9175+STABILITY: SURFACE MOTION
 AB9175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9175+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9175
 AB9175  HISTORY     - Date     Condition        Report By
 AB9175  HISTORY     - 1982     MONUMENTED       SDDT
 AB9175  HISTORY     - 19950605 GOOD             NGS
 AB9175
 AB9175                          STATION DESCRIPTION
 AB9175
 AB9175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9175'21.7 KM (13.50 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9175'OFFICE IN UNION CENTER, 812.0 M (2664.0 FT) EAST OF MILEPOST 94, 797.0
 AB9175'M (2614.8 FT) WEST OF MILEPOST 95, 30.9 M (101.4 FT) NORTH OF THE
 AB9175'HIGHWAY CENTERLINE, 5.0 M (16.4 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9175'0.5 M (1.6 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 AB9175'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AB9175'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9174 ***********************************************************************
 AB9174  DESIGNATION -  34 095.90
 AB9174  PID         -  AB9174
 AB9174  STATE/COUNTY-  SD/MEADE
 AB9174  COUNTRY     -  US
 AB9174  USGS QUAD   -  WHITE OWL (2017)
 AB9174
 AB9174                         *CURRENT SURVEY CONTROL
 AB9174  ______________________________________________________________________
 AB9174* NAD 83(1986) POSITION- 44 36 12.     (N) 102 23 31.     (W)   SCALED
 AB9174* NAVD 88 ORTHO HEIGHT -   843.487 (meters)     2767.34  (feet) ADJUSTED
 AB9174  ______________________________________________________________________
 AB9174  GEOID HEIGHT    -        -18.854 (meters)                     GEOID18
 AB9174  DYNAMIC HEIGHT  -        843.270 (meters)     2766.63  (feet) COMP
 AB9174  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 AB9174
 AB9174  VERT ORDER      -  FIRST     CLASS II
 AB9174
 AB9174.The horizontal coordinates were scaled from a map and have
 AB9174.an estimated accuracy of +/- 6 seconds.
 AB9174
 AB9174.The orthometric height was determined by differential leveling and
 AB9174.adjusted by the NATIONAL GEODETIC SURVEY
 AB9174.in October 1997.
 AB9174
 AB9174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9174.GEOID18 height accuracy estimate available here.
 AB9174
 AB9174.Click photographs - Photos may exist for this station.
 AB9174
 AB9174.The dynamic height is computed by dividing the NAVD 88
 AB9174.geopotential number by the normal gravity value computed on the
 AB9174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9174.degrees latitude (g = 980.6199 gals.).
 AB9174
 AB9174.The modeled gravity was interpolated from observed gravity values.
 AB9174
 AB9174;                    North         East    Units  Estimated Accuracy
 AB9174;SPC SD N     -    88,370.      410,140.      MT  (+/- 180 meters Scaled)
 AB9174
 AB9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK069421(NAD 83)
 AB9174
 AB9174                          SUPERSEDED SURVEY CONTROL
 AB9174
 AB9174.No superseded survey control is available for this station.
 AB9174
 AB9174_MARKER: DB = BENCH MARK DISK
 AB9174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9174_STAMPING: 34-95 90 1982 2762 20
 AB9174_MARK LOGO: SDDT
 AB9174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9174+STABILITY: SURFACE MOTION
 AB9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9174+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9174
 AB9174  HISTORY     - Date     Condition        Report By
 AB9174  HISTORY     - 1982     MONUMENTED       SDDT
 AB9174  HISTORY     - 19950605 GOOD             NGS
 AB9174
 AB9174                          STATION DESCRIPTION
 AB9174
 AB9174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9174'23.5 KM (14.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9174'OFFICE IN UNION CENTER, 623.7 M (2046.3 FT) WEST OF MILEPOST 96, 30.1
 AB9174'M (98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE
 AB9174'LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTHWEST OF A T-FENCE CORNER,
 AB9174'0.7 M (2.3 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 AB9174'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9173 ***********************************************************************
 AB9173  DESIGNATION -  34 097.68
 AB9173  PID         -  AB9173
 AB9173  STATE/COUNTY-  SD/MEADE
 AB9173  COUNTRY     -  US
 AB9173  USGS QUAD   -  WHITE OWL SE (2017)
 AB9173
 AB9173                         *CURRENT SURVEY CONTROL
 AB9173  ______________________________________________________________________
 AB9173* NAD 83(1986) POSITION- 44 36 18.     (N) 102 21 11.     (W)   SCALED
 AB9173* NAVD 88 ORTHO HEIGHT -   820.275 (meters)     2691.19  (feet) ADJUSTED
 AB9173  ______________________________________________________________________
 AB9173  GEOID HEIGHT    -        -18.961 (meters)                     GEOID18
 AB9173  DYNAMIC HEIGHT  -        820.067 (meters)     2690.50  (feet) COMP
 AB9173  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 AB9173
 AB9173  VERT ORDER      -  FIRST     CLASS II
 AB9173
 AB9173.The horizontal coordinates were scaled from a map and have
 AB9173.an estimated accuracy of +/- 6 seconds.
 AB9173
 AB9173.The orthometric height was determined by differential leveling and
 AB9173.adjusted by the NATIONAL GEODETIC SURVEY
 AB9173.in October 1997.
 AB9173
 AB9173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9173.GEOID18 height accuracy estimate available here.
 AB9173
 AB9173.Click photographs - Photos may exist for this station.
 AB9173
 AB9173.The dynamic height is computed by dividing the NAVD 88
 AB9173.geopotential number by the normal gravity value computed on the
 AB9173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9173.degrees latitude (g = 980.6199 gals.).
 AB9173
 AB9173.The modeled gravity was interpolated from observed gravity values.
 AB9173
 AB9173;                    North         East    Units  Estimated Accuracy
 AB9173;SPC SD N     -    88,460.      413,230.      MT  (+/- 180 meters Scaled)
 AB9173
 AB9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK100424(NAD 83)
 AB9173
 AB9173                          SUPERSEDED SURVEY CONTROL
 AB9173
 AB9173.No superseded survey control is available for this station.
 AB9173
 AB9173_MARKER: DB = BENCH MARK DISK
 AB9173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9173_STAMPING: 34-97.68 1994
 AB9173_MARK LOGO: SDDT
 AB9173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9173+STABILITY: SURFACE MOTION
 AB9173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9173+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9173
 AB9173  HISTORY     - Date     Condition        Report By
 AB9173  HISTORY     - 1994     MONUMENTED       SDDT
 AB9173  HISTORY     - 19950605 GOOD             NGS
 AB9173
 AB9173                          STATION DESCRIPTION
 AB9173
 AB9173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9173'24.4 KM (15.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9173'OF STATE HIGHWAY 73 IN HOWES, 515.0 M (1689.6 FT) WEST OF MILEPOST 98,
 AB9173'33.6 M (110.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.2 M (10.5 FT)
 AB9173'EAST OF A T-FENCE CORNER, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.2 M (0.7
 AB9173'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AB9173'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9172 ***********************************************************************
 AB9172  CBN         -  This is a Cooperative Base Network Control Station.
 AB9172  DESIGNATION -  34 097.84
 AB9172  PID         -  AB9172
 AB9172  STATE/COUNTY-  SD/MEADE
 AB9172  COUNTRY     -  US
 AB9172  USGS QUAD   -  WHITE OWL SE (2017)
 AB9172
 AB9172                         *CURRENT SURVEY CONTROL
 AB9172  ______________________________________________________________________
 AB9172* NAD 83(2011) POSITION- 44 36 15.94772(N) 102 20 58.21697(W)   ADJUSTED
 AB9172* NAD 83(2011) ELLIP HT-   794.648 (meters)        (06/27/12)   ADJUSTED
 AB9172* NAD 83(2011) EPOCH   -  2010.00
 AB9172* NAVD 88 ORTHO HEIGHT -   813.620 (meters)     2669.35  (feet) ADJUSTED
 AB9172  ______________________________________________________________________
 AB9172  GEOID HEIGHT    -        -18.972 (meters)                     GEOID18
 AB9172  NAD 83(2011) X  -   -972,943.458 (meters)                     COMP
 AB9172  NAD 83(2011) Y  - -4,443,871.007 (meters)                     COMP
 AB9172  NAD 83(2011) Z  -  4,456,715.745 (meters)                     COMP
 AB9172  LAPLACE CORR    -         -7.50  (seconds)                    DEFLEC18
 AB9172  DYNAMIC HEIGHT  -        813.414 (meters)     2668.68  (feet) COMP
 AB9172  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 AB9172
 AB9172  VERT ORDER      -  FIRST     CLASS II
 AB9172
 AB9172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9172  Standards:
 AB9172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9172  -------------------------------------------------------------------
 AB9172  NETWORK    0.80   2.25           0.37   0.26   1.15     -0.07451747
 AB9172  -------------------------------------------------------------------
 AB9172  Click here for local accuracies and other accuracy information.
 AB9172
 AB9172.The horizontal coordinates were established by GPS observations
 AB9172.and adjusted by the National Geodetic Survey in June 2012.
 AB9172
 AB9172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9172.been affixed to the stable North American tectonic plate. See 
 AB9172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9172
 AB9172.The horizontal coordinates are valid at the epoch date displayed above
 AB9172.which is a decimal equivalence of Year/Month/Day.
 AB9172
 AB9172.The orthometric height was determined by differential leveling and
 AB9172.adjusted by the NATIONAL GEODETIC SURVEY
 AB9172.in October 1997.
 AB9172
 AB9172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9172.GEOID18 height accuracy estimate available here.
 AB9172
 AB9172.Click photographs - Photos may exist for this station.
 AB9172
 AB9172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9172
 AB9172.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9172
 AB9172.The ellipsoidal height was determined by GPS observations
 AB9172.and is referenced to NAD 83.
 AB9172
 AB9172.The dynamic height is computed by dividing the NAVD 88
 AB9172.geopotential number by the normal gravity value computed on the
 AB9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9172.degrees latitude (g = 980.6199 gals.).
 AB9172
 AB9172.The modeled gravity was interpolated from observed gravity values.
 AB9172
 AB9172. The following values were computed from the NAD 83(2011) position.
 AB9172
 AB9172;                    North         East     Units Scale Factor Converg.
 AB9172;SPC SD N     -    88,392.282   413,510.669   MT  0.99996933   -1 39 46.2
 AB9172;SPC SD N     -   290,000.35  1,356,659.59   sFT  0.99996933   -1 39 46.2
 AB9172;UTM  13      - 4,942,426.577   710,333.089   MT  1.00014407   +1 51 42.8
 AB9172
 AB9172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9172!SPC SD N     -   0.99987542  x   0.99996933  =   0.99984475
 AB9172!UTM  13      -   0.99987542  x   1.00014407  =   1.00001947
 AB9172
 AB9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1033342426(NAD 83)
 AB9172
 AB9172                          SUPERSEDED SURVEY CONTROL
 AB9172
 AB9172  NAD 83(2007)-  44 36 15.94763(N)    102 20 58.21812(W) AD(2002.00) 0
 AB9172  ELLIP H (02/10/07)  794.671  (m)                       GP(2002.00)    
 AB9172  ELLIP H (04/15/04)  794.660  (m)                       GP(       ) 2 1
 AB9172  NAD 83(1996)-  44 36 15.94706(N)    102 20 58.21796(W) AD(       ) B
 AB9172  ELLIP H (04/18/97)  794.720  (m)                       GP(       ) 4 1
 AB9172  NAVD 88 (04/18/97)  813.6    (m)  GEOID96  model used  GPS OBS        
 AB9172
 AB9172.Superseded values are not recommended for survey control.
 AB9172
 AB9172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9172.See file dsdata.pdf to determine how the superseded data were derived.
 AB9172
 AB9172_MARKER: Z = SEE DESCRIPTION
 AB9172_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9172_STAMPING: 34-97.84 1995
 AB9172_MARK LOGO: NGS
 AB9172_PROJECTION: FLUSH
 AB9172_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9172+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1996
 AB9172_ROD/PIPE-DEPTH: 12.8 meters
 AB9172_SLEEVE-DEPTH  : 1.8 meters
 AB9172
 AB9172  HISTORY     - Date     Condition        Report By
 AB9172  HISTORY     - 1995     MONUMENTED       SDDT
 AB9172  HISTORY     - 19950605 GOOD             NGS
 AB9172  HISTORY     - 19960808 GOOD             NGS
 AB9172
 AB9172                          STATION DESCRIPTION
 AB9172
 AB9172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9172'24.2 KM (15.05 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9172'OF STATE HIGHWAY 73 IN HOWES, 273.0 M (895.7 FT) WEST OF MILEPOST 103,
 AB9172'23.1 M (75.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT) EAST
 AB9172'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) BELOW THE
 AB9172'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, AND
 AB9172'0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 AB9172'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON POINT CAP THAT IS
 AB9172'AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AB9172'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB9172
 AB9172                          STATION RECOVERY (1996)
 AB9172
 AB9172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9172'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) WEST OF HOWES, 7.0 MI
 AB9172'(11.3 KM) EAST OF WHITE OWL, AND 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF
 AB9172'MARCUS, ON STATE HIGHWAY 34.  OWNERSHIP--THE STATE OF SOUTH DAKOTA. TO
 AB9172'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 73 IN
 AB9172'HOWES, GO WESTERLY ON STATE HIGHWAY 34 FOR 15.2 MI (24.5 KM) TO THE
 AB9172'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AB9172'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AB9172'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 895.7 FT (273.0 M)
 AB9172'WEST-SOUTHWEST OF MILEPOST 98, 75.6 FT (23.0 M) SOUTH OF THE HIGHWAY
 AB9172'CENTERLINE, 28.3 FT (8.6 M) SOUTH OF THE EAST END OF A CULVERT, 25.0
 AB9172'FT (7.6 M) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD, 1.0 FT (0.3 M)
 AB9172'NORTH OF A WITNESS POST AND FENCE, 1.0 FT (0.3 M) SOUTH OF A METAL
 AB9172'GUARD POST, AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 AB9172'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9172'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9171 ***********************************************************************
 AB9171  DESIGNATION -  34 098.67
 AB9171  PID         -  AB9171
 AB9171  STATE/COUNTY-  SD/MEADE
 AB9171  COUNTRY     -  US
 AB9171  USGS QUAD   -  WHITE OWL SE (2017)
 AB9171
 AB9171                         *CURRENT SURVEY CONTROL
 AB9171  ______________________________________________________________________
 AB9171* NAD 83(1986) POSITION- 44 36 18.     (N) 102 19 59.     (W)   SCALED
 AB9171* NAVD 88 ORTHO HEIGHT -   805.966 (meters)     2644.24  (feet) ADJUSTED
 AB9171  ______________________________________________________________________
 AB9171  GEOID HEIGHT    -        -19.018 (meters)                     GEOID18
 AB9171  DYNAMIC HEIGHT  -        805.763 (meters)     2643.57  (feet) COMP
 AB9171  MODELED GRAVITY -    980,339.5   (mgal)                       NAVD 88
 AB9171
 AB9171  VERT ORDER      -  FIRST     CLASS II
 AB9171
 AB9171.The horizontal coordinates were scaled from a map and have
 AB9171.an estimated accuracy of +/- 6 seconds.
 AB9171
 AB9171.The orthometric height was determined by differential leveling and
 AB9171.adjusted by the NATIONAL GEODETIC SURVEY
 AB9171.in October 1997.
 AB9171
 AB9171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9171.GEOID18 height accuracy estimate available here.
 AB9171
 AB9171.Click photographs - Photos may exist for this station.
 AB9171
 AB9171.The dynamic height is computed by dividing the NAVD 88
 AB9171.geopotential number by the normal gravity value computed on the
 AB9171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9171.degrees latitude (g = 980.6199 gals.).
 AB9171
 AB9171.The modeled gravity was interpolated from observed gravity values.
 AB9171
 AB9171;                    North         East    Units  Estimated Accuracy
 AB9171;SPC SD N     -    88,420.      414,820.      MT  (+/- 180 meters Scaled)
 AB9171
 AB9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK116425(NAD 83)
 AB9171
 AB9171                          SUPERSEDED SURVEY CONTROL
 AB9171
 AB9171.No superseded survey control is available for this station.
 AB9171
 AB9171_MARKER: DB = BENCH MARK DISK
 AB9171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9171_STAMPING: 34-98.67 1994
 AB9171_MARK LOGO: SDDT
 AB9171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9171+STABILITY: SURFACE MOTION
 AB9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9171+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9171
 AB9171  HISTORY     - Date     Condition        Report By
 AB9171  HISTORY     - 1994     MONUMENTED       SDDT
 AB9171  HISTORY     - 19950605 GOOD             NGS
 AB9171
 AB9171                          STATION DESCRIPTION
 AB9171
 AB9171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9171'22.8 KM (14.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9171'OF STATE HIGHWAY 73 IN HOWES, 517.0 M (1696.2 FT) WEST OF MILEPOST 99,
 AB9171'34.2 M (112.2 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.5
 AB9171'M (4.9 FT) SOUTHWEST OF A T-FENCE CORNER, 0.2 M (0.7 FT) SOUTH OF A
 AB9171'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9170 ***********************************************************************
 AB9170  DESIGNATION -  34 099.68
 AB9170  PID         -  AB9170
 AB9170  STATE/COUNTY-  SD/MEADE
 AB9170  COUNTRY     -  US
 AB9170  USGS QUAD   -  WHITE OWL SE (2017)
 AB9170
 AB9170                         *CURRENT SURVEY CONTROL
 AB9170  ______________________________________________________________________
 AB9170* NAD 83(1986) POSITION- 44 36 17.     (N) 102 18 46.     (W)   SCALED
 AB9170* NAVD 88 ORTHO HEIGHT -   797.192 (meters)     2615.45  (feet) ADJUSTED
 AB9170  ______________________________________________________________________
 AB9170  GEOID HEIGHT    -        -19.074 (meters)                     GEOID18
 AB9170  DYNAMIC HEIGHT  -        796.994 (meters)     2614.80  (feet) COMP
 AB9170  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 AB9170
 AB9170  VERT ORDER      -  FIRST     CLASS II
 AB9170
 AB9170.The horizontal coordinates were scaled from a map and have
 AB9170.an estimated accuracy of +/- 6 seconds.
 AB9170
 AB9170.The orthometric height was determined by differential leveling and
 AB9170.adjusted by the NATIONAL GEODETIC SURVEY
 AB9170.in October 1997.
 AB9170
 AB9170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9170.GEOID18 height accuracy estimate available here.
 AB9170
 AB9170.Click photographs - Photos may exist for this station.
 AB9170
 AB9170.The dynamic height is computed by dividing the NAVD 88
 AB9170.geopotential number by the normal gravity value computed on the
 AB9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9170.degrees latitude (g = 980.6199 gals.).
 AB9170
 AB9170.The modeled gravity was interpolated from observed gravity values.
 AB9170
 AB9170;                    North         East    Units  Estimated Accuracy
 AB9170;SPC SD N     -    88,340.      416,430.      MT  (+/- 180 meters Scaled)
 AB9170
 AB9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK132425(NAD 83)
 AB9170
 AB9170                          SUPERSEDED SURVEY CONTROL
 AB9170
 AB9170.No superseded survey control is available for this station.
 AB9170
 AB9170_MARKER: DB = BENCH MARK DISK
 AB9170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9170_STAMPING: 34-99.68 1994
 AB9170_MARK LOGO: SDDT
 AB9170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9170+STABILITY: SURFACE MOTION
 AB9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9170+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9170
 AB9170  HISTORY     - Date     Condition        Report By
 AB9170  HISTORY     - 1994     MONUMENTED       SDDT
 AB9170  HISTORY     - 19950605 GOOD             NGS
 AB9170
 AB9170                          STATION DESCRIPTION
 AB9170
 AB9170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9170'21.2 KM (13.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9170'OF STATE HIGHWAY 73 IN HOWES, 517.0 M (1696.2 FT) WEST OF MILEPOST
 AB9170'100, 31.9 M (104.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT)
 AB9170'SOUTH OF THE WEST END OF 4 BRACED FENCE POSTS, 0.3 M (1.0 FT) ABOVE
 AB9170'THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND
 AB9170'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9169 ***********************************************************************
 AB9169  DESIGNATION -  34 100.69
 AB9169  PID         -  AB9169
 AB9169  STATE/COUNTY-  SD/MEADE
 AB9169  COUNTRY     -  US
 AB9169  USGS QUAD   -  WHITE OWL SE (2017)
 AB9169
 AB9169                         *CURRENT SURVEY CONTROL
 AB9169  ______________________________________________________________________
 AB9169* NAD 83(1986) POSITION- 44 36 18.     (N) 102 17 33.     (W)   SCALED
 AB9169* NAVD 88 ORTHO HEIGHT -   800.558 (meters)     2626.50  (feet) ADJUSTED
 AB9169  ______________________________________________________________________
 AB9169  GEOID HEIGHT    -        -19.130 (meters)                     GEOID18
 AB9169  DYNAMIC HEIGHT  -        800.361 (meters)     2625.85  (feet) COMP
 AB9169  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 AB9169
 AB9169  VERT ORDER      -  FIRST     CLASS II
 AB9169
 AB9169.The horizontal coordinates were scaled from a map and have
 AB9169.an estimated accuracy of +/- 6 seconds.
 AB9169
 AB9169.The orthometric height was determined by differential leveling and
 AB9169.adjusted by the NATIONAL GEODETIC SURVEY
 AB9169.in October 1997.
 AB9169
 AB9169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9169.GEOID18 height accuracy estimate available here.
 AB9169
 AB9169.Click photographs - Photos may exist for this station.
 AB9169
 AB9169.The dynamic height is computed by dividing the NAVD 88
 AB9169.geopotential number by the normal gravity value computed on the
 AB9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9169.degrees latitude (g = 980.6199 gals.).
 AB9169
 AB9169.The modeled gravity was interpolated from observed gravity values.
 AB9169
 AB9169;                    North         East    Units  Estimated Accuracy
 AB9169;SPC SD N     -    88,330.      418,040.      MT  (+/- 180 meters Scaled)
 AB9169
 AB9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK148426(NAD 83)
 AB9169
 AB9169                          SUPERSEDED SURVEY CONTROL
 AB9169
 AB9169.No superseded survey control is available for this station.
 AB9169
 AB9169_MARKER: DB = BENCH MARK DISK
 AB9169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9169_STAMPING: 34-100.69 1994
 AB9169_MARK LOGO: SDDT
 AB9169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9169+STABILITY: SURFACE MOTION
 AB9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9169+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9169
 AB9169  HISTORY     - Date     Condition        Report By
 AB9169  HISTORY     - 1994     MONUMENTED       SDDT
 AB9169  HISTORY     - 19950605 GOOD             NGS
 AB9169
 AB9169                          STATION DESCRIPTION
 AB9169
 AB9169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9169'19.6 KM (12.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9169'OF STATE HIGHWAY 73 IN HOWES, 509.0 M (1669.9 FT) WEST OF MILEPOST
 AB9169'101, 51.3 M (168.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.3 M (14.1
 AB9169'FT) EAST OF A T-FENCE CORNER, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE
 AB9169'HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.1 M (0.3 FT) SOUTH OF A
 AB9169'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9168 ***********************************************************************
 AB9168  DESIGNATION -  34 101.68
 AB9168  PID         -  AB9168
 AB9168  STATE/COUNTY-  SD/MEADE
 AB9168  COUNTRY     -  US
 AB9168  USGS QUAD   -  WHITE OWL SE (2017)
 AB9168
 AB9168                         *CURRENT SURVEY CONTROL
 AB9168  ______________________________________________________________________
 AB9168* NAD 83(1986) POSITION- 44 36 17.     (N) 102 16 19.     (W)   SCALED
 AB9168* NAVD 88 ORTHO HEIGHT -   782.937 (meters)     2568.69  (feet) ADJUSTED
 AB9168  ______________________________________________________________________
 AB9168  GEOID HEIGHT    -        -19.187 (meters)                     GEOID18
 AB9168  DYNAMIC HEIGHT  -        782.747 (meters)     2568.06  (feet) COMP
 AB9168  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 AB9168
 AB9168  VERT ORDER      -  FIRST     CLASS II
 AB9168
 AB9168.The horizontal coordinates were scaled from a map and have
 AB9168.an estimated accuracy of +/- 6 seconds.
 AB9168
 AB9168.The orthometric height was determined by differential leveling and
 AB9168.adjusted by the NATIONAL GEODETIC SURVEY
 AB9168.in October 1997.
 AB9168
 AB9168.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9168.GEOID18 height accuracy estimate available here.
 AB9168
 AB9168.Click photographs - Photos may exist for this station.
 AB9168
 AB9168.The dynamic height is computed by dividing the NAVD 88
 AB9168.geopotential number by the normal gravity value computed on the
 AB9168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9168.degrees latitude (g = 980.6199 gals.).
 AB9168
 AB9168.The modeled gravity was interpolated from observed gravity values.
 AB9168
 AB9168;                    North         East    Units  Estimated Accuracy
 AB9168;SPC SD N     -    88,250.      419,670.      MT  (+/- 180 meters Scaled)
 AB9168
 AB9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK164426(NAD 83)
 AB9168
 AB9168                          SUPERSEDED SURVEY CONTROL
 AB9168
 AB9168.No superseded survey control is available for this station.
 AB9168
 AB9168_MARKER: DB = BENCH MARK DISK
 AB9168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9168_STAMPING: 34-101.68 1994
 AB9168_MARK LOGO: SDDT
 AB9168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9168+STABILITY: SURFACE MOTION
 AB9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9168+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9168
 AB9168  HISTORY     - Date     Condition        Report By
 AB9168  HISTORY     - 1994     MONUMENTED       SDDT
 AB9168  HISTORY     - 19950605 GOOD             NGS
 AB9168
 AB9168                          STATION DESCRIPTION
 AB9168
 AB9168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9168'18.0 KM (11.20 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9168'OF STATE HIGHWAY 73 IN HOWES, 465.0 M (1525.6 FT) EAST OF MILEPOST
 AB9168'102, 44.2 M (145.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT)
 AB9168'ABOVE THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.2 M
 AB9168'(0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9168'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9167 ***********************************************************************
 AB9167  DESIGNATION -  34 102.73
 AB9167  PID         -  AB9167
 AB9167  STATE/COUNTY-  SD/MEADE
 AB9167  COUNTRY     -  US
 AB9167  USGS QUAD   -  WHITE OWL SE (2017)
 AB9167
 AB9167                         *CURRENT SURVEY CONTROL
 AB9167  ______________________________________________________________________
 AB9167* NAD 83(1986) POSITION- 44 36 17.     (N) 102 15 06.     (W)   SCALED
 AB9167* NAVD 88 ORTHO HEIGHT -   795.210 (meters)     2608.95  (feet) ADJUSTED
 AB9167  ______________________________________________________________________
 AB9167  GEOID HEIGHT    -        -19.242 (meters)                     GEOID18
 AB9167  DYNAMIC HEIGHT  -        795.019 (meters)     2608.32  (feet) COMP
 AB9167  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 AB9167
 AB9167  VERT ORDER      -  FIRST     CLASS II
 AB9167
 AB9167.The horizontal coordinates were scaled from a map and have
 AB9167.an estimated accuracy of +/- 6 seconds.
 AB9167
 AB9167.The orthometric height was determined by differential leveling and
 AB9167.adjusted by the NATIONAL GEODETIC SURVEY
 AB9167.in October 1997.
 AB9167
 AB9167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9167.GEOID18 height accuracy estimate available here.
 AB9167
 AB9167.Click photographs - Photos may exist for this station.
 AB9167
 AB9167.The dynamic height is computed by dividing the NAVD 88
 AB9167.geopotential number by the normal gravity value computed on the
 AB9167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9167.degrees latitude (g = 980.6199 gals.).
 AB9167
 AB9167.The modeled gravity was interpolated from observed gravity values.
 AB9167
 AB9167;                    North         East    Units  Estimated Accuracy
 AB9167;SPC SD N     -    88,200.      421,280.      MT  (+/- 180 meters Scaled)
 AB9167
 AB9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK180427(NAD 83)
 AB9167
 AB9167                          SUPERSEDED SURVEY CONTROL
 AB9167
 AB9167.No superseded survey control is available for this station.
 AB9167
 AB9167_MARKER: DB = BENCH MARK DISK
 AB9167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9167_STAMPING: 34-102.73 1994
 AB9167_MARK LOGO: SDDT
 AB9167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9167+STABILITY: SURFACE MOTION
 AB9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9167+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9167
 AB9167  HISTORY     - Date     Condition        Report By
 AB9167  HISTORY     - 1994     MONUMENTED       SDDT
 AB9167  HISTORY     - 19950605 GOOD             NGS
 AB9167
 AB9167                          STATION DESCRIPTION
 AB9167
 AB9167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9167'16.4 KM (10.20 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9167'OF STATE HIGHWAY 73 IN HOWES, 465.0 M (1525.6 FT) WEST OF MILEPOST
 AB9167'103, 39.9 M (130.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 AB9167'ABOVE THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.1 M
 AB9167'(0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9167'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9166 ***********************************************************************
 AB9166  DESIGNATION -  34 103.20
 AB9166  PID         -  AB9166
 AB9166  STATE/COUNTY-  SD/MEADE
 AB9166  COUNTRY     -  US
 AB9166  USGS QUAD   -  PLAINVIEW (2017)
 AB9166
 AB9166                         *CURRENT SURVEY CONTROL
 AB9166  ______________________________________________________________________
 AB9166* NAD 83(1986) POSITION- 44 36 15.75   (N) 102 14 27.93   (W)   HD_HELD1
 AB9166* NAVD 88 ORTHO HEIGHT -   791.756 (meters)     2597.62  (feet) ADJUSTED
 AB9166  ______________________________________________________________________
 AB9166  GEOID HEIGHT    -        -19.271 (meters)                     GEOID18
 AB9166  DYNAMIC HEIGHT  -        791.567 (meters)     2597.00  (feet) COMP
 AB9166  MODELED GRAVITY -    980,352.2   (mgal)                       NAVD 88
 AB9166
 AB9166  VERT ORDER      -  FIRST     CLASS II
 AB9166
 AB9166.The horizontal coordinates were determined by differentially corrected
 AB9166.hand held GPS observations or other comparable positioning techniques
 AB9166.and have an estimated accuracy of +/- 3 meters.
 AB9166
 AB9166.The orthometric height was determined by differential leveling and
 AB9166.adjusted by the NATIONAL GEODETIC SURVEY
 AB9166.in October 1997.
 AB9166
 AB9166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9166.GEOID18 height accuracy estimate available here.
 AB9166
 AB9166.Click photographs - Photos may exist for this station.
 AB9166
 AB9166.The dynamic height is computed by dividing the NAVD 88
 AB9166.geopotential number by the normal gravity value computed on the
 AB9166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9166.degrees latitude (g = 980.6199 gals.).
 AB9166
 AB9166.The modeled gravity was interpolated from observed gravity values.
 AB9166
 AB9166;                    North         East    Units  Estimated Accuracy
 AB9166;SPC SD N     -    88,142.2     422,113.4     MT  (+/- 3 meters HH1 GPS) 
 AB9166
 AB9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1893642705(NAD 83)
 AB9166
 AB9166                          SUPERSEDED SURVEY CONTROL
 AB9166
 AB9166.No superseded survey control is available for this station.
 AB9166
 AB9166_MARKER: Z = SEE DESCRIPTION
 AB9166_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9166_STAMPING: 34-103.20 1995
 AB9166_PROJECTION: FLUSH
 AB9166_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9166+STABILITY: POSITION/ELEVATION WELL
 AB9166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9166+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9166_ROD/PIPE-DEPTH: 6.4 meters
 AB9166_SLEEVE-DEPTH  : 4.0 meters
 AB9166
 AB9166  HISTORY     - Date     Condition        Report By
 AB9166  HISTORY     - 1995     MONUMENTED       SDDT
 AB9166  HISTORY     - 19950605 GOOD             NGS
 AB9166
 AB9166                          STATION DESCRIPTION
 AB9166
 AB9166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9166'15.6 KM (9.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9166'STATE HIGHWAY 73 IN HOWES, 335.0 M (1099.1 FT) EAST OF MILEPOST 103,
 AB9166'24.3 M (79.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) WEST
 AB9166'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 3.7 M (12.1 FT) EAST OF A
 AB9166'T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AB9166'(1.0 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A
 AB9166'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 AB9166'BALL EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH
 AB9166'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9166'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9165 ***********************************************************************
 AB9165  DESIGNATION -  34 103.66
 AB9165  PID         -  AB9165
 AB9165  STATE/COUNTY-  SD/MEADE
 AB9165  COUNTRY     -  US
 AB9165  USGS QUAD   -  PLAINVIEW (2017)
 AB9165
 AB9165                         *CURRENT SURVEY CONTROL
 AB9165  ______________________________________________________________________
 AB9165* NAD 83(1986) POSITION- 44 36 15.     (N) 102 13 57.     (W)   SCALED
 AB9165* NAVD 88 ORTHO HEIGHT -   771.896 (meters)     2532.46  (feet) ADJUSTED
 AB9165  ______________________________________________________________________
 AB9165  GEOID HEIGHT    -        -19.296 (meters)                     GEOID18
 AB9165  DYNAMIC HEIGHT  -        771.712 (meters)     2531.86  (feet) COMP
 AB9165  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 AB9165
 AB9165  VERT ORDER      -  FIRST     CLASS II
 AB9165
 AB9165.The horizontal coordinates were scaled from a map and have
 AB9165.an estimated accuracy of +/- 6 seconds.
 AB9165
 AB9165.The orthometric height was determined by differential leveling and
 AB9165.adjusted by the NATIONAL GEODETIC SURVEY
 AB9165.in October 1997.
 AB9165
 AB9165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9165.GEOID18 height accuracy estimate available here.
 AB9165
 AB9165.Click photographs - Photos may exist for this station.
 AB9165
 AB9165.The dynamic height is computed by dividing the NAVD 88
 AB9165.geopotential number by the normal gravity value computed on the
 AB9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9165.degrees latitude (g = 980.6199 gals.).
 AB9165
 AB9165.The modeled gravity was interpolated from observed gravity values.
 AB9165
 AB9165;                    North         East    Units  Estimated Accuracy
 AB9165;SPC SD N     -    88,100.      422,800.      MT  (+/- 180 meters Scaled)
 AB9165
 AB9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK196427(NAD 83)
 AB9165
 AB9165                          SUPERSEDED SURVEY CONTROL
 AB9165
 AB9165.No superseded survey control is available for this station.
 AB9165
 AB9165_MARKER: DB = BENCH MARK DISK
 AB9165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9165_STAMPING: 34-103.66 1994
 AB9165_MARK LOGO: SDDT
 AB9165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9165+STABILITY: SURFACE MOTION
 AB9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9165+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9165
 AB9165  HISTORY     - Date     Condition        Report By
 AB9165  HISTORY     - 1994     MONUMENTED       SDDT
 AB9165  HISTORY     - 19950605 GOOD             NGS
 AB9165
 AB9165                          STATION DESCRIPTION
 AB9165
 AB9165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9165'14.9 KM (9.25 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9165'STATE HIGHWAY 73 IN HOWES, 561.0 M (1840.5 FT) WEST OF MILEPOST 104,
 AB9165'22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW
 AB9165'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHEAST OF THE CENTER OF 4
 AB9165'BRACED FENCE POSTS, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE
 AB9165'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9164 ***********************************************************************
 AB9164  DESIGNATION -  34 104.65
 AB9164  PID         -  AB9164
 AB9164  STATE/COUNTY-  SD/MEADE
 AB9164  COUNTRY     -  US
 AB9164  USGS QUAD   -  PLAINVIEW (2017)
 AB9164
 AB9164                         *CURRENT SURVEY CONTROL
 AB9164  ______________________________________________________________________
 AB9164* NAD 83(1986) POSITION- 44 36 16.     (N) 102 12 46.     (W)   SCALED
 AB9164* NAVD 88 ORTHO HEIGHT -   748.977 (meters)     2457.27  (feet) ADJUSTED
 AB9164  ______________________________________________________________________
 AB9164  GEOID HEIGHT    -        -19.353 (meters)                     GEOID18
 AB9164  DYNAMIC HEIGHT  -        748.798 (meters)     2456.68  (feet) COMP
 AB9164  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 AB9164
 AB9164  VERT ORDER      -  FIRST     CLASS II
 AB9164
 AB9164.The horizontal coordinates were scaled from a map and have
 AB9164.an estimated accuracy of +/- 6 seconds.
 AB9164
 AB9164.The orthometric height was determined by differential leveling and
 AB9164.adjusted by the NATIONAL GEODETIC SURVEY
 AB9164.in October 1997.
 AB9164
 AB9164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9164.GEOID18 height accuracy estimate available here.
 AB9164
 AB9164.Click photographs - Photos may exist for this station.
 AB9164
 AB9164.The dynamic height is computed by dividing the NAVD 88
 AB9164.geopotential number by the normal gravity value computed on the
 AB9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9164.degrees latitude (g = 980.6199 gals.).
 AB9164
 AB9164.The modeled gravity was interpolated from observed gravity values.
 AB9164
 AB9164;                    North         East    Units  Estimated Accuracy
 AB9164;SPC SD N     -    88,090.      424,360.      MT  (+/- 180 meters Scaled)
 AB9164
 AB9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK211427(NAD 83)
 AB9164
 AB9164                          SUPERSEDED SURVEY CONTROL
 AB9164
 AB9164.No superseded survey control is available for this station.
 AB9164
 AB9164_MARKER: DB = BENCH MARK DISK
 AB9164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9164_STAMPING: 34-104.65 1994
 AB9164_MARK LOGO: SDDT
 AB9164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9164+STABILITY: SURFACE MOTION
 AB9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9164+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9164
 AB9164  HISTORY     - Date     Condition        Report By
 AB9164  HISTORY     - 1994     MONUMENTED       SDDT
 AB9164  HISTORY     - 19950605 GOOD             NGS
 AB9164
 AB9164                          STATION DESCRIPTION
 AB9164
 AB9164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9164'13.3 KM (8.25 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9164'STATE HIGHWAY 73 IN HOWES, 557.0 M (1827.4 FT) WEST OF MILEPOST 105,
 AB9164'33.2 M (108.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT)
 AB9164'BELOW THE LEVEL OF THE HIGHWAY, 1.3 M (4.3 FT) SOUTH OF THE CENTER OF
 AB9164'4 BRACED FENCE POSTS, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, 0.3 M
 AB9164'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED
 AB9164'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9162 ***********************************************************************
 AB9162  DESIGNATION -  34 105.59
 AB9162  PID         -  AB9162
 AB9162  STATE/COUNTY-  SD/MEADE
 AB9162  COUNTRY     -  US
 AB9162  USGS QUAD   -  PLAINVIEW (2017)
 AB9162
 AB9162                         *CURRENT SURVEY CONTROL
 AB9162  ______________________________________________________________________
 AB9162* NAD 83(1986) POSITION- 44 36 15.     (N) 102 11 36.     (W)   SCALED
 AB9162* NAVD 88 ORTHO HEIGHT -   762.940 (meters)     2503.08  (feet) ADJUSTED
 AB9162  ______________________________________________________________________
 AB9162  GEOID HEIGHT    -        -19.409 (meters)                     GEOID18
 AB9162  DYNAMIC HEIGHT  -        762.759 (meters)     2502.49  (feet) COMP
 AB9162  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 AB9162
 AB9162  VERT ORDER      -  FIRST     CLASS II
 AB9162
 AB9162.The horizontal coordinates were scaled from a map and have
 AB9162.an estimated accuracy of +/- 6 seconds.
 AB9162
 AB9162.The orthometric height was determined by differential leveling and
 AB9162.adjusted by the NATIONAL GEODETIC SURVEY
 AB9162.in October 1997.
 AB9162
 AB9162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9162.GEOID18 height accuracy estimate available here.
 AB9162
 AB9162.Click photographs - Photos may exist for this station.
 AB9162
 AB9162.The dynamic height is computed by dividing the NAVD 88
 AB9162.geopotential number by the normal gravity value computed on the
 AB9162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9162.degrees latitude (g = 980.6199 gals.).
 AB9162
 AB9162.The modeled gravity was interpolated from observed gravity values.
 AB9162
 AB9162;                    North         East    Units  Estimated Accuracy
 AB9162;SPC SD N     -    88,020.      425,900.      MT  (+/- 180 meters Scaled)
 AB9162
 AB9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK227428(NAD 83)
 AB9162
 AB9162                          SUPERSEDED SURVEY CONTROL
 AB9162
 AB9162.No superseded survey control is available for this station.
 AB9162
 AB9162_MARKER: DD = SURVEY DISK
 AB9162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9162_STAMPING: 34-105.59
 AB9162_MARK LOGO: SDDT
 AB9162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9162+STABILITY: SURFACE MOTION
 AB9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9162+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9162
 AB9162  HISTORY     - Date     Condition        Report By
 AB9162  HISTORY     - UNK      MONUMENTED       SDDT
 AB9162  HISTORY     - 19950605 GOOD             NGS
 AB9162
 AB9162                          STATION DESCRIPTION
 AB9162
 AB9162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9162'11.8 KM (7.35 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9162'STATE HIGHWAY 73 IN HOWES, 663.7 M (2177.5 FT) WEST OF MILEPOST 106,
 AB9162'36.0 M (118.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT)
 AB9162'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT)
 AB9162'SOUTHEAST OF THE CENTER OF 2 BRACED FENCE POSTS, 0.3 M (1.0 FT) ABOVE
 AB9162'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST,
 AB9162'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9161 ***********************************************************************
 AB9161  DESIGNATION -  34 106.68
 AB9161  PID         -  AB9161
 AB9161  STATE/COUNTY-  SD/MEADE
 AB9161  COUNTRY     -  US
 AB9161  USGS QUAD   -  PLAINVIEW (2017)
 AB9161
 AB9161                         *CURRENT SURVEY CONTROL
 AB9161  ______________________________________________________________________
 AB9161* NAD 83(1986) POSITION- 44 36 17.     (N) 102 10 19.     (W)   SCALED
 AB9161* NAVD 88 ORTHO HEIGHT -   742.262 (meters)     2435.24  (feet) ADJUSTED
 AB9161  ______________________________________________________________________
 AB9161  GEOID HEIGHT    -        -19.470 (meters)                     GEOID18
 AB9161  DYNAMIC HEIGHT  -        742.086 (meters)     2434.66  (feet) COMP
 AB9161  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 AB9161
 AB9161  VERT ORDER      -  FIRST     CLASS II
 AB9161
 AB9161.The horizontal coordinates were scaled from a map and have
 AB9161.an estimated accuracy of +/- 6 seconds.
 AB9161
 AB9161.The orthometric height was determined by differential leveling and
 AB9161.adjusted by the NATIONAL GEODETIC SURVEY
 AB9161.in October 1997.
 AB9161
 AB9161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9161.GEOID18 height accuracy estimate available here.
 AB9161
 AB9161.Click photographs - Photos may exist for this station.
 AB9161
 AB9161.The dynamic height is computed by dividing the NAVD 88
 AB9161.geopotential number by the normal gravity value computed on the
 AB9161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9161.degrees latitude (g = 980.6199 gals.).
 AB9161
 AB9161.The modeled gravity was interpolated from observed gravity values.
 AB9161
 AB9161;                    North         East    Units  Estimated Accuracy
 AB9161;SPC SD N     -    88,030.      427,600.      MT  (+/- 180 meters Scaled)
 AB9161
 AB9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK244429(NAD 83)
 AB9161
 AB9161                          SUPERSEDED SURVEY CONTROL
 AB9161
 AB9161.No superseded survey control is available for this station.
 AB9161
 AB9161_MARKER: DB = BENCH MARK DISK
 AB9161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9161_STAMPING: 34-106.68 1994
 AB9161_MARK LOGO: SDDT
 AB9161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9161+STABILITY: SURFACE MOTION
 AB9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9161+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9161
 AB9161  HISTORY     - Date     Condition        Report By
 AB9161  HISTORY     - 1994     MONUMENTED       SDDT
 AB9161  HISTORY     - 19950605 GOOD             NGS
 AB9161
 AB9161                          STATION DESCRIPTION
 AB9161
 AB9161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9161'10.1 KM (6.25 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9161'STATE HIGHWAY 73 IN HOWES, 558.0 M (1830.7 FT) WEST OF MILEPOST 107,
 AB9161'34.2 M (112.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AB9161'SOUTH OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M
 AB9161'(1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9161'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9160 ***********************************************************************
 AB9160  DESIGNATION -  34 107.68
 AB9160  PID         -  AB9160
 AB9160  STATE/COUNTY-  SD/MEADE
 AB9160  COUNTRY     -  US
 AB9160  USGS QUAD   -  PLAINVIEW (2017)
 AB9160
 AB9160                         *CURRENT SURVEY CONTROL
 AB9160  ______________________________________________________________________
 AB9160* NAD 83(1986) POSITION- 44 36 15.     (N) 102 09 04.     (W)   SCALED
 AB9160* NAVD 88 ORTHO HEIGHT -   768.182 (meters)     2520.28  (feet) ADJUSTED
 AB9160  ______________________________________________________________________
 AB9160  GEOID HEIGHT    -        -19.530 (meters)                     GEOID18
 AB9160  DYNAMIC HEIGHT  -        768.003 (meters)     2519.69  (feet) COMP
 AB9160  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 AB9160
 AB9160  VERT ORDER      -  FIRST     CLASS II
 AB9160
 AB9160.The horizontal coordinates were scaled from a map and have
 AB9160.an estimated accuracy of +/- 6 seconds.
 AB9160
 AB9160.The orthometric height was determined by differential leveling and
 AB9160.adjusted by the NATIONAL GEODETIC SURVEY
 AB9160.in October 1997.
 AB9160
 AB9160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9160.GEOID18 height accuracy estimate available here.
 AB9160
 AB9160.Click photographs - Photos may exist for this station.
 AB9160
 AB9160.The dynamic height is computed by dividing the NAVD 88
 AB9160.geopotential number by the normal gravity value computed on the
 AB9160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9160.degrees latitude (g = 980.6199 gals.).
 AB9160
 AB9160.The modeled gravity was interpolated from observed gravity values.
 AB9160
 AB9160;                    North         East    Units  Estimated Accuracy
 AB9160;SPC SD N     -    87,930.      429,250.      MT  (+/- 180 meters Scaled)
 AB9160
 AB9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK260429(NAD 83)
 AB9160
 AB9160                          SUPERSEDED SURVEY CONTROL
 AB9160
 AB9160.No superseded survey control is available for this station.
 AB9160
 AB9160_MARKER: DB = BENCH MARK DISK
 AB9160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9160_STAMPING: 34-107.68 1994
 AB9160_MARK LOGO: SDDT
 AB9160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9160+STABILITY: SURFACE MOTION
 AB9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9160+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9160
 AB9160  HISTORY     - Date     Condition        Report By
 AB9160  HISTORY     - 1994     MONUMENTED       SDDT
 AB9160  HISTORY     - 19950605 GOOD             NGS
 AB9160
 AB9160                          STATION DESCRIPTION
 AB9160
 AB9160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9160'8.5 KM (5.30 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9160'STATE HIGHWAY 73 IN HOWES, 557.0 M (1827.4 FT) WEST OF MILEPOST 108,
 AB9160'59.6 M (195.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.5 M (11.5 FT)
 AB9160'ABOVE THE LEVEL OF THE HIGHWAY, 3.0 M (9.8 FT) SOUTH OF A FENCE, 2.7 M
 AB9160'(8.9 FT) NORTH OF TRIANGULATION STATION PLAINVIEW 2, 2.2 M (7.2 FT)
 AB9160'SOUTH OF REFERENCE MARK 3, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND
 AB9160'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9159 ***********************************************************************
 AB9159  DESIGNATION -  34 108.10
 AB9159  PID         -  AB9159
 AB9159  STATE/COUNTY-  SD/MEADE
 AB9159  COUNTRY     -  US
 AB9159  USGS QUAD   -  PLAINVIEW (2017)
 AB9159
 AB9159                         *CURRENT SURVEY CONTROL
 AB9159  ______________________________________________________________________
 AB9159* NAD 83(1986) POSITION- 44 36 19.40   (N) 102 08 33.15   (W)   HD_HELD1
 AB9159* NAVD 88 ORTHO HEIGHT -   755.717 (meters)     2479.38  (feet) ADJUSTED
 AB9159  ______________________________________________________________________
 AB9159  GEOID HEIGHT    -        -19.555 (meters)                     GEOID18
 AB9159  DYNAMIC HEIGHT  -        755.541 (meters)     2478.80  (feet) COMP
 AB9159  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 AB9159
 AB9159  VERT ORDER      -  FIRST     CLASS II
 AB9159
 AB9159.The horizontal coordinates were determined by differentially corrected
 AB9159.hand held GPS observations or other comparable positioning techniques
 AB9159.and have an estimated accuracy of +/- 3 meters.
 AB9159
 AB9159.The orthometric height was determined by differential leveling and
 AB9159.adjusted by the NATIONAL GEODETIC SURVEY
 AB9159.in October 1997.
 AB9159
 AB9159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9159.GEOID18 height accuracy estimate available here.
 AB9159
 AB9159.Click photographs - Photos may exist for this station.
 AB9159
 AB9159.The dynamic height is computed by dividing the NAVD 88
 AB9159.geopotential number by the normal gravity value computed on the
 AB9159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9159.degrees latitude (g = 980.6199 gals.).
 AB9159
 AB9159.The modeled gravity was interpolated from observed gravity values.
 AB9159
 AB9159;                    North         East    Units  Estimated Accuracy
 AB9159;SPC SD N     -    88,043.0     429,936.9     MT  (+/- 3 meters HH1 GPS) 
 AB9159
 AB9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2675343087(NAD 83)
 AB9159
 AB9159                          SUPERSEDED SURVEY CONTROL
 AB9159
 AB9159.No superseded survey control is available for this station.
 AB9159
 AB9159_MARKER: Z = SEE DESCRIPTION
 AB9159_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9159_STAMPING: 34-108.10 1995
 AB9159_PROJECTION: FLUSH
 AB9159_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9159+STABILITY: POSITION/ELEVATION WELL
 AB9159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9159+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9159_ROD/PIPE-DEPTH: 6.4 meters
 AB9159_SLEEVE-DEPTH  : 4.0 meters
 AB9159
 AB9159  HISTORY     - Date     Condition        Report By
 AB9159  HISTORY     - 1995     MONUMENTED       SDDT
 AB9159  HISTORY     - 19950605 GOOD             NGS
 AB9159
 AB9159                          STATION DESCRIPTION
 AB9159
 AB9159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9159'7.7 KM (4.80 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9159'STATE HIGHWAY 73 IN HOWES, 167.0 M (547.9 FT) EAST OF MILEPOST 108,
 AB9159'65.8 M (215.9 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT)
 AB9159'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 3.0 M (9.8 FT)
 AB9159'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A METAL
 AB9159'GUARD POST, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 AB9159'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9159'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9159'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9159'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9158 ***********************************************************************
 AB9158  DESIGNATION -  34 108.96
 AB9158  PID         -  AB9158
 AB9158  STATE/COUNTY-  SD/MEADE
 AB9158  COUNTRY     -  US
 AB9158  USGS QUAD   -  PLAINVIEW (2017)
 AB9158
 AB9158                         *CURRENT SURVEY CONTROL
 AB9158  ______________________________________________________________________
 AB9158* NAD 83(1986) POSITION- 44 36 48.     (N) 102 07 53.     (W)   SCALED
 AB9158* NAVD 88 ORTHO HEIGHT -   733.544 (meters)     2406.64  (feet) ADJUSTED
 AB9158  ______________________________________________________________________
 AB9158  GEOID HEIGHT    -        -19.586 (meters)                     GEOID18
 AB9158  DYNAMIC HEIGHT  -        733.372 (meters)     2406.07  (feet) COMP
 AB9158  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 AB9158
 AB9158  VERT ORDER      -  FIRST     CLASS II
 AB9158
 AB9158.The horizontal coordinates were scaled from a map and have
 AB9158.an estimated accuracy of +/- 6 seconds.
 AB9158
 AB9158.The orthometric height was determined by differential leveling and
 AB9158.adjusted by the NATIONAL GEODETIC SURVEY
 AB9158.in October 1997.
 AB9158
 AB9158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9158.GEOID18 height accuracy estimate available here.
 AB9158
 AB9158.Click photographs - Photos may exist for this station.
 AB9158
 AB9158.The dynamic height is computed by dividing the NAVD 88
 AB9158.geopotential number by the normal gravity value computed on the
 AB9158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9158.degrees latitude (g = 980.6199 gals.).
 AB9158
 AB9158.The modeled gravity was interpolated from observed gravity values.
 AB9158
 AB9158;                    North         East    Units  Estimated Accuracy
 AB9158;SPC SD N     -    88,900.      430,850.      MT  (+/- 180 meters Scaled)
 AB9158
 AB9158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK276440(NAD 83)
 AB9158
 AB9158                          SUPERSEDED SURVEY CONTROL
 AB9158
 AB9158.No superseded survey control is available for this station.
 AB9158
 AB9158_MARKER: DB = BENCH MARK DISK
 AB9158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9158_STAMPING: 34-108.96 1994
 AB9158_MARK LOGO: SDDT
 AB9158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9158+STABILITY: SURFACE MOTION
 AB9158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9158+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9158
 AB9158  HISTORY     - Date     Condition        Report By
 AB9158  HISTORY     - 1994     MONUMENTED       SDDT
 AB9158  HISTORY     - 19950605 GOOD             NGS
 AB9158
 AB9158                          STATION DESCRIPTION
 AB9158
 AB9158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9158'6.4 KM (3.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9158'STATE HIGHWAY 73 IN HOWES, 158.0 M (518.4 FT) WEST OF MILEPOST 109,
 AB9158'63.4 M (208.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 AB9158'ABOVE THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) SOUTHEAST OF THE CENTER
 AB9158'OF 4 BRACED FENCE POSTS, 0.1 M (0.3 FT) SOUTHEAST OF A WITNESS POST,
 AB9158'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9157 ***********************************************************************
 AB9157  DESIGNATION -  34 109.89
 AB9157  PID         -  AB9157
 AB9157  STATE/COUNTY-  SD/MEADE
 AB9157  COUNTRY     -  US
 AB9157  USGS QUAD   -  HOWES (2017)
 AB9157
 AB9157                         *CURRENT SURVEY CONTROL
 AB9157  ______________________________________________________________________
 AB9157* NAD 83(1986) POSITION- 44 37 06.     (N) 102 06 48.     (W)   SCALED
 AB9157* NAVD 88 ORTHO HEIGHT -   739.817 (meters)     2427.22  (feet) ADJUSTED
 AB9157  ______________________________________________________________________
 AB9157  GEOID HEIGHT    -        -19.636 (meters)                     GEOID18
 AB9157  DYNAMIC HEIGHT  -        739.644 (meters)     2426.65  (feet) COMP
 AB9157  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 AB9157
 AB9157  VERT ORDER      -  FIRST     CLASS II
 AB9157
 AB9157.The horizontal coordinates were scaled from a map and have
 AB9157.an estimated accuracy of +/- 6 seconds.
 AB9157
 AB9157.The orthometric height was determined by differential leveling and
 AB9157.adjusted by the NATIONAL GEODETIC SURVEY
 AB9157.in October 1997.
 AB9157
 AB9157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9157.GEOID18 height accuracy estimate available here.
 AB9157
 AB9157.Click photographs - Photos may exist for this station.
 AB9157
 AB9157.The dynamic height is computed by dividing the NAVD 88
 AB9157.geopotential number by the normal gravity value computed on the
 AB9157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9157.degrees latitude (g = 980.6199 gals.).
 AB9157
 AB9157.The modeled gravity was interpolated from observed gravity values.
 AB9157
 AB9157;                    North         East    Units  Estimated Accuracy
 AB9157;SPC SD N     -    89,420.      432,290.      MT  (+/- 180 meters Scaled)
 AB9157
 AB9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK290446(NAD 83)
 AB9157
 AB9157                          SUPERSEDED SURVEY CONTROL
 AB9157
 AB9157.No superseded survey control is available for this station.
 AB9157
 AB9157_MARKER: DB = BENCH MARK DISK
 AB9157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9157_STAMPING: 34-109.89 1994
 AB9157_MARK LOGO: SDDT
 AB9157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9157+STABILITY: SURFACE MOTION
 AB9157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9157+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9157
 AB9157  HISTORY     - Date     Condition        Report By
 AB9157  HISTORY     - 1994     MONUMENTED       SDDT
 AB9157  HISTORY     - 19950605 GOOD             NGS
 AB9157
 AB9157                          STATION DESCRIPTION
 AB9157
 AB9157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9157'4.8 KM (3.00 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9157'STATE HIGHWAY 73 IN HOWES, 188.0 M (616.8 FT) WEST OF MILEPOST 110,
 AB9157'14.3 M (46.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AB9157'NORTHWEST OF THE SOUTHWEST CORNER OF A FENCE ENCLOSING A CEMETERY, 0.8
 AB9157'M (2.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB9157'HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AB9157'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9156 ***********************************************************************
 AB9156  DESIGNATION -  34 110.91
 AB9156  PID         -  AB9156
 AB9156  STATE/COUNTY-  SD/MEADE
 AB9156  COUNTRY     -  US
 AB9156  USGS QUAD   -  HOWES (2017)
 AB9156
 AB9156                         *CURRENT SURVEY CONTROL
 AB9156  ______________________________________________________________________
 AB9156* NAD 83(1986) POSITION- 44 37 06.     (N) 102 05 34.     (W)   SCALED
 AB9156* NAVD 88 ORTHO HEIGHT -   727.015 (meters)     2385.22  (feet) ADJUSTED
 AB9156  ______________________________________________________________________
 AB9156  GEOID HEIGHT    -        -19.696 (meters)                     GEOID18
 AB9156  DYNAMIC HEIGHT  -        726.844 (meters)     2384.65  (feet) COMP
 AB9156  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 AB9156
 AB9156  VERT ORDER      -  FIRST     CLASS II
 AB9156
 AB9156.The horizontal coordinates were scaled from a map and have
 AB9156.an estimated accuracy of +/- 6 seconds.
 AB9156
 AB9156.The orthometric height was determined by differential leveling and
 AB9156.adjusted by the NATIONAL GEODETIC SURVEY
 AB9156.in October 1997.
 AB9156
 AB9156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9156.GEOID18 height accuracy estimate available here.
 AB9156
 AB9156.Click photographs - Photos may exist for this station.
 AB9156
 AB9156.The dynamic height is computed by dividing the NAVD 88
 AB9156.geopotential number by the normal gravity value computed on the
 AB9156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9156.degrees latitude (g = 980.6199 gals.).
 AB9156
 AB9156.The modeled gravity was interpolated from observed gravity values.
 AB9156
 AB9156;                    North         East    Units  Estimated Accuracy
 AB9156;SPC SD N     -    89,380.      433,920.      MT  (+/- 180 meters Scaled)
 AB9156
 AB9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK306446(NAD 83)
 AB9156
 AB9156                          SUPERSEDED SURVEY CONTROL
 AB9156
 AB9156.No superseded survey control is available for this station.
 AB9156
 AB9156_MARKER: DB = BENCH MARK DISK
 AB9156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9156_STAMPING: 34-110.91 1994
 AB9156_MARK LOGO: SDDT
 AB9156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9156+STABILITY: SURFACE MOTION
 AB9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9156+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9156
 AB9156  HISTORY     - Date     Condition        Report By
 AB9156  HISTORY     - 1994     MONUMENTED       SDDT
 AB9156  HISTORY     - 19950605 GOOD             NGS
 AB9156
 AB9156                          STATION DESCRIPTION
 AB9156
 AB9156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9156'3.2 KM (2.00 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9156'STATE HIGHWAY 73 IN HOWES, 193.0 M (633.2 FT) WEST OF MILEPOST 111,
 AB9156'22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW
 AB9156'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.2 M (0.7
 AB9156'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9156'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9155 ***********************************************************************
 AB9155  DESIGNATION -  34 111.90
 AB9155  PID         -  AB9155
 AB9155  STATE/COUNTY-  SD/MEADE
 AB9155  COUNTRY     -  US
 AB9155  USGS QUAD   -  HOWES (2017)
 AB9155
 AB9155                         *CURRENT SURVEY CONTROL
 AB9155  ______________________________________________________________________
 AB9155* NAD 83(1986) POSITION- 44 37 07.     (N) 102 04 21.     (W)   SCALED
 AB9155* NAVD 88 ORTHO HEIGHT -   734.009 (meters)     2408.16  (feet) ADJUSTED
 AB9155  ______________________________________________________________________
 AB9155  GEOID HEIGHT    -        -19.755 (meters)                     GEOID18
 AB9155  DYNAMIC HEIGHT  -        733.837 (meters)     2407.60  (feet) COMP
 AB9155  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 AB9155
 AB9155  VERT ORDER      -  FIRST     CLASS II
 AB9155
 AB9155.The horizontal coordinates were scaled from a map and have
 AB9155.an estimated accuracy of +/- 6 seconds.
 AB9155
 AB9155.The orthometric height was determined by differential leveling and
 AB9155.adjusted by the NATIONAL GEODETIC SURVEY
 AB9155.in October 1997.
 AB9155
 AB9155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9155.GEOID18 height accuracy estimate available here.
 AB9155
 AB9155.Click photographs - Photos may exist for this station.
 AB9155
 AB9155.The dynamic height is computed by dividing the NAVD 88
 AB9155.geopotential number by the normal gravity value computed on the
 AB9155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9155.degrees latitude (g = 980.6199 gals.).
 AB9155
 AB9155.The modeled gravity was interpolated from observed gravity values.
 AB9155
 AB9155;                    North         East    Units  Estimated Accuracy
 AB9155;SPC SD N     -    89,370.      435,530.      MT  (+/- 180 meters Scaled)
 AB9155
 AB9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK322447(NAD 83)
 AB9155
 AB9155                          SUPERSEDED SURVEY CONTROL
 AB9155
 AB9155.No superseded survey control is available for this station.
 AB9155
 AB9155_MARKER: DB = BENCH MARK DISK
 AB9155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9155_STAMPING: 34-111.90 1994
 AB9155_MARK LOGO: SDDT
 AB9155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9155+STABILITY: SURFACE MOTION
 AB9155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9155+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9155
 AB9155  HISTORY     - Date     Condition        Report By
 AB9155  HISTORY     - 1994     MONUMENTED       SDDT
 AB9155  HISTORY     - 19950605 GOOD             NGS
 AB9155
 AB9155                          STATION DESCRIPTION
 AB9155
 AB9155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9155'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9155'STATE HIGHWAY 73 IN HOWES, 183.0 M (600.4 FT) WEST OF MILEPOST 112,
 AB9155'30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) EAST
 AB9155'OF A T-FENCE CORNER, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AB9155'ABOVE THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 AB9155'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9163 ***********************************************************************
 AB9163  CBN         -  This is a Cooperative Base Network Control Station.
 AB9163  DESIGNATION -  34 113.00
 AB9163  PID         -  AB9163
 AB9163  STATE/COUNTY-  SD/MEADE
 AB9163  COUNTRY     -  US
 AB9163  USGS QUAD   -  HOWES (2017)
 AB9163
 AB9163                         *CURRENT SURVEY CONTROL
 AB9163  ______________________________________________________________________
 AB9163* NAD 83(2011) POSITION- 44 37 06.95701(N) 102 03 00.58821(W)   ADJUSTED
 AB9163* NAD 83(2011) ELLIP HT-   714.147 (meters)        (06/27/12)   ADJUSTED
 AB9163* NAD 83(2011) EPOCH   -  2010.00
 AB9163* NAVD 88 ORTHO HEIGHT -   733.967 (meters)     2408.02  (feet) ADJUSTED
 AB9163  ______________________________________________________________________
 AB9163  GEOID HEIGHT    -        -19.819 (meters)                     GEOID18
 AB9163  NAD 83(2011) X  -   -949,470.472 (meters)                     COMP
 AB9163  NAD 83(2011) Y  - -4,447,755.867 (meters)                     COMP
 AB9163  NAD 83(2011) Z  -  4,457,780.238 (meters)                     COMP
 AB9163  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 AB9163  DYNAMIC HEIGHT  -        733.794 (meters)     2407.46  (feet) COMP
 AB9163  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 AB9163
 AB9163  VERT ORDER      -  FIRST     CLASS II
 AB9163
 AB9163  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9163  Standards:
 AB9163         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9163            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9163  -------------------------------------------------------------------
 AB9163  NETWORK    0.79   2.25           0.37   0.25   1.15     -0.13667079
 AB9163  -------------------------------------------------------------------
 AB9163  Click here for local accuracies and other accuracy information.
 AB9163
 AB9163.The horizontal coordinates were established by GPS observations
 AB9163.and adjusted by the National Geodetic Survey in June 2012.
 AB9163
 AB9163.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9163.been affixed to the stable North American tectonic plate. See 
 AB9163.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9163
 AB9163.The horizontal coordinates are valid at the epoch date displayed above
 AB9163.which is a decimal equivalence of Year/Month/Day.
 AB9163
 AB9163.The orthometric height was determined by differential leveling and
 AB9163.adjusted by the NATIONAL GEODETIC SURVEY
 AB9163.in October 1997.
 AB9163
 AB9163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9163.GEOID18 height accuracy estimate available here.
 AB9163
 AB9163.Click photographs - Photos may exist for this station.
 AB9163
 AB9163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9163
 AB9163.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9163
 AB9163.The ellipsoidal height was determined by GPS observations
 AB9163.and is referenced to NAD 83.
 AB9163
 AB9163.The dynamic height is computed by dividing the NAVD 88
 AB9163.geopotential number by the normal gravity value computed on the
 AB9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9163.degrees latitude (g = 980.6199 gals.).
 AB9163
 AB9163.The modeled gravity was interpolated from observed gravity values.
 AB9163
 AB9163. The following values were computed from the NAD 83(2011) position.
 AB9163
 AB9163;                    North         East     Units Scale Factor Converg.
 AB9163;SPC SD N     -    89,320.632   437,304.973   MT  0.99996744   -1 27 03.5
 AB9163;SPC SD N     -   293,046.11  1,434,724.73   sFT  0.99996744   -1 27 03.5
 AB9163;UTM  13      - 4,944,816.408   734,030.997   MT  1.00027358   +2 04 22.3
 AB9163;UTM  14      - 4,945,109.410   258,009.278   MT  1.00032019   -2 08 36.3
 AB9163
 AB9163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9163!SPC SD N     -   0.99988804  x   0.99996744  =   0.99985548
 AB9163!UTM  13      -   0.99988804  x   1.00027358  =   1.00016159
 AB9163!UTM  14      -   0.99988804  x   1.00032019  =   1.00020819
 AB9163
 AB9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3403044816(NAD 83)
 AB9163
 AB9163                          SUPERSEDED SURVEY CONTROL
 AB9163
 AB9163  NAD 83(2007)-  44 37 06.95692(N)    102 03 00.58936(W) AD(2002.00) 0
 AB9163  ELLIP H (02/10/07)  714.170  (m)                       GP(2002.00)    
 AB9163  ELLIP H (04/15/04)  714.158  (m)                       GP(       ) 2 1
 AB9163  NAD 83(1996)-  44 37 06.95635(N)    102 03 00.58920(W) AD(       ) B
 AB9163  ELLIP H (04/18/97)  714.218  (m)                       GP(       ) 4 1
 AB9163  NAVD 88 (04/18/97)  733.9    (m)  GEOID96  model used  GPS OBS        
 AB9163
 AB9163.Superseded values are not recommended for survey control.
 AB9163
 AB9163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9163.See file dsdata.pdf to determine how the superseded data were derived.
 AB9163
 AB9163_MARKER: Z = SEE DESCRIPTION
 AB9163_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9163_STAMPING: 34-113.00 1995
 AB9163_MARK LOGO: NGS
 AB9163_PROJECTION: FLUSH
 AB9163_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9163+STABILITY: POSITION/ELEVATION WELL
 AB9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9163+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1996
 AB9163_ROD/PIPE-DEPTH: 6.4 meters
 AB9163_SLEEVE-DEPTH  : 1.8 meters
 AB9163
 AB9163  HISTORY     - Date     Condition        Report By
 AB9163  HISTORY     - 1995     MONUMENTED       SDDT
 AB9163  HISTORY     - 19950605 GOOD             NGS
 AB9163  HISTORY     - 19960711 GOOD             NGS
 AB9163  HISTORY     - 19960910 GOOD             NGS
 AB9163
 AB9163                          STATION DESCRIPTION
 AB9163
 AB9163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9163'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9163'STATE HIGHWAY 73 IN HOWES, 42.4 M (139.1 FT) NORTH OF MILEPOST 113,
 AB9163'30.1 M (98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AB9163'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AB9163'FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AB9163'POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 AB9163'EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED
 AB9163'STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AB9163'AND THEN THROUGH A 4-INCH PVC CAP.
 AB9163
 AB9163                          STATION RECOVERY (1996)
 AB9163
 AB9163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB9163'RECOVERED AS DESCRIBED BY NGS IN 1995.
 AB9163
 AB9163                          STATION RECOVERY (1996)
 AB9163
 AB9163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9163'THE STATION IS LOCATED NEAR THE JUNCTION OF STATE HIGHWAYS 34 AND 73
 AB9163'IN HOWES.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION
 AB9163'FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 73 IN HOWES, GO EAST ON
 AB9163'STATE HIGHWAY 34 FOR 0.1 KM (0.06 MI) TO THE STATION ON THE LEFT.  THE
 AB9163'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AB9163'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9163'LOCATED 42.4 M (139.1 FT) NORTH OF MILEPOST 113, 30.1 M (98.8 FT)
 AB9163'NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB9163'HIGHWAY, 0.55 M (1.80 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AB9163'METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AB9163'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9163'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9153 ***********************************************************************
 AB9153  DESIGNATION -  34 114.0
 AB9153  PID         -  AB9153
 AB9153  STATE/COUNTY-  SD/MEADE
 AB9153  COUNTRY     -  US
 AB9153  USGS QUAD   -  HOWES (2017)
 AB9153
 AB9153                         *CURRENT SURVEY CONTROL
 AB9153  ______________________________________________________________________
 AB9153* NAD 83(1986) POSITION- 44 37 04.     (N) 102 01 49.     (W)   SCALED
 AB9153* NAVD 88 ORTHO HEIGHT -   736.952 (meters)     2417.82  (feet) ADJUSTED
 AB9153  ______________________________________________________________________
 AB9153  GEOID HEIGHT    -        -19.876 (meters)                     GEOID18
 AB9153  DYNAMIC HEIGHT  -        736.778 (meters)     2417.25  (feet) COMP
 AB9153  MODELED GRAVITY -    980,357.2   (mgal)                       NAVD 88
 AB9153
 AB9153  VERT ORDER      -  FIRST     CLASS II
 AB9153
 AB9153.The horizontal coordinates were scaled from a map and have
 AB9153.an estimated accuracy of +/- 6 seconds.
 AB9153
 AB9153.The orthometric height was determined by differential leveling and
 AB9153.adjusted by the NATIONAL GEODETIC SURVEY
 AB9153.in October 1997.
 AB9153
 AB9153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9153.GEOID18 height accuracy estimate available here.
 AB9153
 AB9153.Click photographs - Photos may exist for this station.
 AB9153
 AB9153.The dynamic height is computed by dividing the NAVD 88
 AB9153.geopotential number by the normal gravity value computed on the
 AB9153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9153.degrees latitude (g = 980.6199 gals.).
 AB9153
 AB9153.The modeled gravity was interpolated from observed gravity values.
 AB9153
 AB9153;                    North         East    Units  Estimated Accuracy
 AB9153;SPC SD N     -    89,190.      438,880.      MT  (+/- 180 meters Scaled)
 AB9153
 AB9153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK356447(NAD 83)
 AB9153
 AB9153                          SUPERSEDED SURVEY CONTROL
 AB9153
 AB9153.No superseded survey control is available for this station.
 AB9153
 AB9153_MARKER: DD = SURVEY DISK
 AB9153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9153_STAMPING: 34-114.0
 AB9153_MARK LOGO: SDDT
 AB9153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9153+STABILITY: SURFACE MOTION
 AB9153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9153+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AB9153
 AB9153  HISTORY     - Date     Condition        Report By
 AB9153  HISTORY     - UNK      MONUMENTED       SDDT
 AB9153  HISTORY     - 19950605 GOOD             NGS
 AB9153  HISTORY     - 19960711 GOOD             NGS
 AB9153
 AB9153                          STATION DESCRIPTION
 AB9153
 AB9153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9153'1.7 KM (1.05 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9153'STATE HIGHWAY 73 IN HOWES, 29.7 M (97.4 FT) SOUTH OF THE HIGHWAY
 AB9153'CENTERLINE, 21.0 M (68.9 FT) SOUTH OF MILEPOST 114, 1.0 M (3.3 FT)
 AB9153'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A FENCE, 0.3 M
 AB9153'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AB9153'FT) ABOVE THE GROUND SURFACE.
 AB9153
 AB9153                          STATION RECOVERY (1996)
 AB9153
 AB9153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB9153'RECOVERED AS DESCRIBED BY NGS IN 1995.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9152 ***********************************************************************
 AB9152  DESIGNATION -  34 115.20
 AB9152  PID         -  AB9152
 AB9152  STATE/COUNTY-  SD/MEADE
 AB9152  COUNTRY     -  US
 AB9152  USGS QUAD   -  HOWES (2017)
 AB9152
 AB9152                         *CURRENT SURVEY CONTROL
 AB9152  ______________________________________________________________________
 AB9152* NAD 83(1986) POSITION- 44 37 07.     (N) 102 00 24.     (W)   SCALED
 AB9152* NAVD 88 ORTHO HEIGHT -   711.671 (meters)     2334.87  (feet) ADJUSTED
 AB9152  ______________________________________________________________________
 AB9152  GEOID HEIGHT    -        -19.945 (meters)                     GEOID18
 AB9152  DYNAMIC HEIGHT  -        711.502 (meters)     2334.32  (feet) COMP
 AB9152  MODELED GRAVITY -    980,357.1   (mgal)                       NAVD 88
 AB9152
 AB9152  VERT ORDER      -  FIRST     CLASS II
 AB9152
 AB9152.The horizontal coordinates were scaled from a map and have
 AB9152.an estimated accuracy of +/- 6 seconds.
 AB9152
 AB9152.The orthometric height was determined by differential leveling and
 AB9152.adjusted by the NATIONAL GEODETIC SURVEY
 AB9152.in October 1997.
 AB9152
 AB9152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9152.GEOID18 height accuracy estimate available here.
 AB9152
 AB9152.Click photographs - Photos may exist for this station.
 AB9152
 AB9152.The dynamic height is computed by dividing the NAVD 88
 AB9152.geopotential number by the normal gravity value computed on the
 AB9152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9152.degrees latitude (g = 980.6199 gals.).
 AB9152
 AB9152.The modeled gravity was interpolated from observed gravity values.
 AB9152
 AB9152;                    North         East    Units  Estimated Accuracy
 AB9152;SPC SD N     -    89,240.      440,760.      MT  (+/- 180 meters Scaled)
 AB9152
 AB9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK374449(NAD 83)
 AB9152
 AB9152                          SUPERSEDED SURVEY CONTROL
 AB9152
 AB9152.No superseded survey control is available for this station.
 AB9152
 AB9152_MARKER: Z = SEE DESCRIPTION
 AB9152_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9152_STAMPING: 34-115.20 1995
 AB9152_PROJECTION: FLUSH
 AB9152_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9152+STABILITY: POSITION/ELEVATION WELL
 AB9152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9152+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AB9152_ROD/PIPE-DEPTH: 6.4 meters
 AB9152_SLEEVE-DEPTH  : 4.0 meters
 AB9152
 AB9152  HISTORY     - Date     Condition        Report By
 AB9152  HISTORY     - 1995     MONUMENTED       SDDT
 AB9152  HISTORY     - 19950605 GOOD             NGS
 AB9152  HISTORY     - 19960711 GOOD             NGS
 AB9152
 AB9152                          STATION DESCRIPTION
 AB9152
 AB9152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9152'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9152'STATE HIGHWAY 73 IN HOWES, 274.4 M (900.3 FT) EAST OF MILEPOST 115,
 AB9152'24.1 M (79.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT)
 AB9152'SOUTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AB9152'(1.0 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A
 AB9152'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AB9152'TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 AB9152'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9152'THROUGH A 4-INCH PVC CAP.
 AB9152
 AB9152                          STATION RECOVERY (1996)
 AB9152
 AB9152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB9152'RECOVERED AS DESCRIBED BY NGS IN 1995.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9151 ***********************************************************************
 AB9151  DESIGNATION -  34 116.05
 AB9151  PID         -  AB9151
 AB9151  STATE/COUNTY-  SD/ZIEBACH
 AB9151  COUNTRY     -  US
 AB9151  USGS QUAD   -  BRIDGER (2017)
 AB9151
 AB9151                         *CURRENT SURVEY CONTROL
 AB9151  ______________________________________________________________________
 AB9151* NAD 83(1986) POSITION- 44 37 04.     (N) 101 59 37.     (W)   SCALED
 AB9151* NAVD 88 ORTHO HEIGHT -   719.444 (meters)     2360.38  (feet) ADJUSTED
 AB9151  ______________________________________________________________________
 AB9151  GEOID HEIGHT    -        -19.983 (meters)                     GEOID18
 AB9151  DYNAMIC HEIGHT  -        719.276 (meters)     2359.82  (feet) COMP
 AB9151  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 AB9151
 AB9151  VERT ORDER      -  FIRST     CLASS II
 AB9151
 AB9151.The horizontal coordinates were scaled from a map and have
 AB9151.an estimated accuracy of +/- 6 seconds.
 AB9151
 AB9151.The orthometric height was determined by differential leveling and
 AB9151.adjusted by the NATIONAL GEODETIC SURVEY
 AB9151.in October 1997.
 AB9151
 AB9151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9151.GEOID18 height accuracy estimate available here.
 AB9151
 AB9151.Click photographs - Photos may exist for this station.
 AB9151
 AB9151.The dynamic height is computed by dividing the NAVD 88
 AB9151.geopotential number by the normal gravity value computed on the
 AB9151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9151.degrees latitude (g = 980.6199 gals.).
 AB9151
 AB9151.The modeled gravity was interpolated from observed gravity values.
 AB9151
 AB9151;                    North         East    Units  Estimated Accuracy
 AB9151;SPC SD N     -    89,120.      441,790.      MT  (+/- 180 meters Scaled)
 AB9151
 AB9151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ624448(NAD 83)
 AB9151
 AB9151                          SUPERSEDED SURVEY CONTROL
 AB9151
 AB9151.No superseded survey control is available for this station.
 AB9151
 AB9151_MARKER: Z = SEE DESCRIPTION
 AB9151_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9151_STAMPING: 34-116.05 1995
 AB9151_PROJECTION: FLUSH
 AB9151_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9151+STABILITY: POSITION/ELEVATION WELL
 AB9151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9151+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9151_ROD/PIPE-DEPTH: 6.4 meters
 AB9151_SLEEVE-DEPTH  : 4.0 meters
 AB9151
 AB9151  HISTORY     - Date     Condition        Report By
 AB9151  HISTORY     - 1995     MONUMENTED       SDDT
 AB9151  HISTORY     - 19950605 GOOD             NGS
 AB9151  HISTORY     - 20120612 GOOD             INDIV
 AB9151
 AB9151                          STATION DESCRIPTION
 AB9151
 AB9151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9151'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9151'STATE HIGHWAY 73 IN HOWES, 70.5 M (231.3 FT) EAST OF MILEPOST 116,
 AB9151'30.3 M (99.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AB9151'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0
 AB9151'FT) SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AB9151'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 AB9151'IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9151'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9151'THROUGH A 4-INCH PVC CAP.
 AB9151
 AB9151                          STATION RECOVERY (2012)
 AB9151
 AB9151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9150 ***********************************************************************
 AB9150  DESIGNATION -  34 116.99
 AB9150  PID         -  AB9150
 AB9150  STATE/COUNTY-  SD/ZIEBACH
 AB9150  COUNTRY     -  US
 AB9150  USGS QUAD   -  BRIDGER (2017)
 AB9150
 AB9150                         *CURRENT SURVEY CONTROL
 AB9150  ______________________________________________________________________
 AB9150* NAD 83(1986) POSITION- 44 37 03.83   (N) 101 58 22.69   (W)   HD_HELD1
 AB9150* NAVD 88 ORTHO HEIGHT -   739.618 (meters)     2426.56  (feet) ADJUSTED
 AB9150  ______________________________________________________________________
 AB9150  GEOID HEIGHT    -        -20.039 (meters)                     GEOID18
 AB9150  DYNAMIC HEIGHT  -        739.446 (meters)     2426.00  (feet) COMP
 AB9150  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 AB9150
 AB9150  VERT ORDER      -  FIRST     CLASS II
 AB9150
 AB9150.The horizontal coordinates were determined by differentially corrected
 AB9150.hand held GPS observations or other comparable positioning techniques
 AB9150.and have an estimated accuracy of +/- 3 meters.
 AB9150
 AB9150.The orthometric height was determined by differential leveling and
 AB9150.adjusted by the NATIONAL GEODETIC SURVEY
 AB9150.in October 1997.
 AB9150
 AB9150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9150.GEOID18 height accuracy estimate available here.
 AB9150
 AB9150.Click photographs - Photos may exist for this station.
 AB9150
 AB9150.The dynamic height is computed by dividing the NAVD 88
 AB9150.geopotential number by the normal gravity value computed on the
 AB9150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9150.degrees latitude (g = 980.6199 gals.).
 AB9150
 AB9150.The modeled gravity was interpolated from observed gravity values.
 AB9150
 AB9150;                    North         East    Units  Estimated Accuracy
 AB9150;SPC SD N     -    89,071.9     443,427.3     MT  (+/- 3 meters HH1 GPS) 
 AB9150
 AB9150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6413044786(NAD 83)
 AB9150
 AB9150                          SUPERSEDED SURVEY CONTROL
 AB9150
 AB9150.No superseded survey control is available for this station.
 AB9150
 AB9150_MARKER: DD = SURVEY DISK
 AB9150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9150_STAMPING: 34-116.99
 AB9150_MARK LOGO: SDDT
 AB9150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9150+STABILITY: SURFACE MOTION
 AB9150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9150+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9150
 AB9150  HISTORY     - Date     Condition        Report By
 AB9150  HISTORY     - UNK      MONUMENTED       SDDT
 AB9150  HISTORY     - 19950605 GOOD             NGS
 AB9150  HISTORY     - 20120612 GOOD             INDIV
 AB9150
 AB9150                          STATION DESCRIPTION
 AB9150
 AB9150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9150'6.2 KM (3.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9150'STATE HIGHWAY 73 IN HOWES, 29.5 M (96.8 FT) SOUTH OF THE HIGHWAY
 AB9150'CENTERLINE, 24.5 M (80.4 FT) SOUTHWEST OF MILEPOST 117, 0.6 M (2.0 FT)
 AB9150'NORTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 AB9150'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AB9150'FT) ABOVE THE GROUND SURFACE.
 AB9150
 AB9150                          STATION RECOVERY (2012)
 AB9150
 AB9150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9149 ***********************************************************************
 AB9149  DESIGNATION -  34 118.00
 AB9149  PID         -  AB9149
 AB9149  STATE/COUNTY-  SD/ZIEBACH
 AB9149  COUNTRY     -  US
 AB9149  USGS QUAD   -  BRIDGER (2017)
 AB9149
 AB9149                         *CURRENT SURVEY CONTROL
 AB9149  ______________________________________________________________________
 AB9149* NAD 83(1986) POSITION- 44 36 29.     (N) 101 57 40.     (W)   SCALED
 AB9149* NAVD 88 ORTHO HEIGHT -   741.470 (meters)     2432.64  (feet) ADJUSTED
 AB9149  ______________________________________________________________________
 AB9149  GEOID HEIGHT    -        -20.078 (meters)                     GEOID18
 AB9149  DYNAMIC HEIGHT  -        741.299 (meters)     2432.08  (feet) COMP
 AB9149  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 AB9149
 AB9149  VERT ORDER      -  FIRST     CLASS II
 AB9149
 AB9149.The horizontal coordinates were scaled from a map and have
 AB9149.an estimated accuracy of +/- 6 seconds.
 AB9149
 AB9149.The orthometric height was determined by differential leveling and
 AB9149.adjusted by the NATIONAL GEODETIC SURVEY
 AB9149.in October 1997.
 AB9149
 AB9149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9149.GEOID18 height accuracy estimate available here.
 AB9149
 AB9149.Click photographs - Photos may exist for this station.
 AB9149
 AB9149.The dynamic height is computed by dividing the NAVD 88
 AB9149.geopotential number by the normal gravity value computed on the
 AB9149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9149.degrees latitude (g = 980.6199 gals.).
 AB9149
 AB9149.The modeled gravity was interpolated from observed gravity values.
 AB9149
 AB9149;                    North         East    Units  Estimated Accuracy
 AB9149;SPC SD N     -    87,970.      444,340.      MT  (+/- 180 meters Scaled)
 AB9149
 AB9149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ650436(NAD 83)
 AB9149
 AB9149                          SUPERSEDED SURVEY CONTROL
 AB9149
 AB9149.No superseded survey control is available for this station.
 AB9149
 AB9149_MARKER: Z = SEE DESCRIPTION
 AB9149_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9149_STAMPING: 34-118.00 1995
 AB9149_PROJECTION: FLUSH
 AB9149_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9149+STABILITY: POSITION/ELEVATION WELL
 AB9149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9149+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9149_ROD/PIPE-DEPTH: 6.4 meters
 AB9149_SLEEVE-DEPTH  : 4.0 meters
 AB9149
 AB9149  HISTORY     - Date     Condition        Report By
 AB9149  HISTORY     - 1995     MONUMENTED       SDDT
 AB9149  HISTORY     - 19950605 GOOD             NGS
 AB9149  HISTORY     - 20120612 GOOD             INDIV
 AB9149
 AB9149                          STATION DESCRIPTION
 AB9149
 AB9149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9149'7.8 KM (4.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9149'STATE HIGHWAY 73 IN HOWES, 29.0 M (95.1 FT) SOUTHWEST OF THE HIGHWAY
 AB9149'CENTERLINE, 18.1 M (59.4 FT) SOUTHWEST OF MILEPOST 118, 1.0 M (3.3 FT)
 AB9149'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A METAL
 AB9149'GUARD POST, AND 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 AB9149'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9149'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9149'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9149'THROUGH A 4-INCH PVC CAP.
 AB9149
 AB9149                          STATION RECOVERY (2012)
 AB9149
 AB9149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9148 ***********************************************************************
 AB9148  DESIGNATION -  34 118.92
 AB9148  PID         -  AB9148
 AB9148  STATE/COUNTY-  SD/ZIEBACH
 AB9148  COUNTRY     -  US
 AB9148  USGS QUAD   -  BRIDGER (2017)
 AB9148
 AB9148                         *CURRENT SURVEY CONTROL
 AB9148  ______________________________________________________________________
 AB9148* NAD 83(1986) POSITION- 44 35 45.10   (N) 101 57 07.58   (W)   HD_HELD1
 AB9148* NAVD 88 ORTHO HEIGHT -   735.491 (meters)     2413.02  (feet) ADJUSTED
 AB9148  ______________________________________________________________________
 AB9148  GEOID HEIGHT    -        -20.112 (meters)                     GEOID18
 AB9148  DYNAMIC HEIGHT  -        735.321 (meters)     2412.47  (feet) COMP
 AB9148  MODELED GRAVITY -    980,361.9   (mgal)                       NAVD 88
 AB9148
 AB9148  VERT ORDER      -  FIRST     CLASS II
 AB9148
 AB9148.The horizontal coordinates were determined by differentially corrected
 AB9148.hand held GPS observations or other comparable positioning techniques
 AB9148.and have an estimated accuracy of +/- 3 meters.
 AB9148
 AB9148.The orthometric height was determined by differential leveling and
 AB9148.adjusted by the NATIONAL GEODETIC SURVEY
 AB9148.in October 1997.
 AB9148
 AB9148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9148.GEOID18 height accuracy estimate available here.
 AB9148
 AB9148.Click photographs - Photos may exist for this station.
 AB9148
 AB9148.The dynamic height is computed by dividing the NAVD 88
 AB9148.geopotential number by the normal gravity value computed on the
 AB9148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9148.degrees latitude (g = 980.6199 gals.).
 AB9148
 AB9148.The modeled gravity was interpolated from observed gravity values.
 AB9148
 AB9148;                    North         East    Units  Estimated Accuracy
 AB9148;SPC SD N     -    86,602.3     445,024.1     MT  (+/- 3 meters HH1 GPS) 
 AB9148
 AB9148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6569742297(NAD 83)
 AB9148
 AB9148                          SUPERSEDED SURVEY CONTROL
 AB9148
 AB9148.No superseded survey control is available for this station.
 AB9148
 AB9148_MARKER: DD = SURVEY DISK
 AB9148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9148_STAMPING: 34-118.92
 AB9148_MARK LOGO: SDDT
 AB9148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9148+STABILITY: SURFACE MOTION
 AB9148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9148+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9148
 AB9148  HISTORY     - Date     Condition        Report By
 AB9148  HISTORY     - UNK      MONUMENTED       SDDT
 AB9148  HISTORY     - 19950605 GOOD             NGS
 AB9148  HISTORY     - 20120612 GOOD             INDIV
 AB9148
 AB9148                          STATION DESCRIPTION
 AB9148
 AB9148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9148'9.3 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9148'STATE HIGHWAY 73 IN HOWES, 10.6 M (34.8 FT) WEST OF MILEPOST 119, 29.9
 AB9148'M (98.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT)
 AB9148'SOUTHEAST OF THE SOUTHEAST END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT)
 AB9148'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHEAST OF A FENCE,
 AB9148'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 AB9148'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9148
 AB9148                          STATION RECOVERY (2012)
 AB9148
 AB9148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9147 ***********************************************************************
 AB9147  DESIGNATION -  34 120.03
 AB9147  PID         -  AB9147
 AB9147  STATE/COUNTY-  SD/ZIEBACH
 AB9147  COUNTRY     -  US
 AB9147  USGS QUAD   -  BRIDGER (2017)
 AB9147
 AB9147                         *CURRENT SURVEY CONTROL
 AB9147  ______________________________________________________________________
 AB9147* NAD 83(1986) POSITION- 44 34 52.     (N) 101 56 37.     (W)   SCALED
 AB9147* NAVD 88 ORTHO HEIGHT -   733.366 (meters)     2406.05  (feet) ADJUSTED
 AB9147  ______________________________________________________________________
 AB9147  GEOID HEIGHT    -        -20.148 (meters)                     GEOID18
 AB9147  DYNAMIC HEIGHT  -        733.197 (meters)     2405.50  (feet) COMP
 AB9147  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 AB9147
 AB9147  VERT ORDER      -  FIRST     CLASS II
 AB9147
 AB9147.The horizontal coordinates were scaled from a map and have
 AB9147.an estimated accuracy of +/- 6 seconds.
 AB9147
 AB9147.The orthometric height was determined by differential leveling and
 AB9147.adjusted by the NATIONAL GEODETIC SURVEY
 AB9147.in October 1997.
 AB9147
 AB9147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9147.GEOID18 height accuracy estimate available here.
 AB9147
 AB9147.Click photographs - Photos may exist for this station.
 AB9147
 AB9147.The dynamic height is computed by dividing the NAVD 88
 AB9147.geopotential number by the normal gravity value computed on the
 AB9147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9147.degrees latitude (g = 980.6199 gals.).
 AB9147
 AB9147.The modeled gravity was interpolated from observed gravity values.
 AB9147
 AB9147;                    North         East    Units  Estimated Accuracy
 AB9147;SPC SD N     -    84,950.      445,660.      MT  (+/- 180 meters Scaled)
 AB9147
 AB9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ663406(NAD 83)
 AB9147
 AB9147                          SUPERSEDED SURVEY CONTROL
 AB9147
 AB9147.No superseded survey control is available for this station.
 AB9147
 AB9147_MARKER: DD = SURVEY DISK
 AB9147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9147_STAMPING: 34-120.03
 AB9147_MARK LOGO: SDDT
 AB9147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9147+STABILITY: SURFACE MOTION
 AB9147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9147+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9147
 AB9147  HISTORY     - Date     Condition        Report By
 AB9147  HISTORY     - UNK      MONUMENTED       SDDT
 AB9147  HISTORY     - 19950605 GOOD             NGS
 AB9147  HISTORY     - 20120612 GOOD             INDIV
 AB9147
 AB9147                          STATION DESCRIPTION
 AB9147
 AB9147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9147'11.1 KM (6.90 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9147'STATE HIGHWAY 73 IN HOWES, 85.3 M (279.9 FT) EAST OF MILEPOST 120,
 AB9147'30.1 M (98.8 FT) WEST OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) SOUTH
 AB9147'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.8 M (2.6 FT) EAST OF A
 AB9147'FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9147'EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AB9147'THE GROUND SURFACE.
 AB9147
 AB9147                          STATION RECOVERY (2012)
 AB9147
 AB9147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9146 ***********************************************************************
 AB9146  DESIGNATION -  34 120.73
 AB9146  PID         -  AB9146
 AB9146  STATE/COUNTY-  SD/ZIEBACH
 AB9146  COUNTRY     -  US
 AB9146  USGS QUAD   -  BRIDGER (2017)
 AB9146
 AB9146                         *CURRENT SURVEY CONTROL
 AB9146  ______________________________________________________________________
 AB9146* NAD 83(1986) POSITION- 44 34 21.     (N) 101 56 14.     (W)   SCALED
 AB9146* NAVD 88 ORTHO HEIGHT -   725.346 (meters)     2379.74  (feet) ADJUSTED
 AB9146  ______________________________________________________________________
 AB9146  GEOID HEIGHT    -        -20.175 (meters)                     GEOID18
 AB9146  DYNAMIC HEIGHT  -        725.178 (meters)     2379.19  (feet) COMP
 AB9146  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 AB9146
 AB9146  VERT ORDER      -  FIRST     CLASS II
 AB9146
 AB9146.The horizontal coordinates were scaled from a map and have
 AB9146.an estimated accuracy of +/- 6 seconds.
 AB9146
 AB9146.The orthometric height was determined by differential leveling and
 AB9146.adjusted by the NATIONAL GEODETIC SURVEY
 AB9146.in October 1997.
 AB9146
 AB9146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9146.GEOID18 height accuracy estimate available here.
 AB9146
 AB9146.Click photographs - Photos may exist for this station.
 AB9146
 AB9146.The dynamic height is computed by dividing the NAVD 88
 AB9146.geopotential number by the normal gravity value computed on the
 AB9146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9146.degrees latitude (g = 980.6199 gals.).
 AB9146
 AB9146.The modeled gravity was interpolated from observed gravity values.
 AB9146
 AB9146;                    North         East    Units  Estimated Accuracy
 AB9146;SPC SD N     -    83,980.      446,140.      MT  (+/- 180 meters Scaled)
 AB9146
 AB9146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ667396(NAD 83)
 AB9146
 AB9146                          SUPERSEDED SURVEY CONTROL
 AB9146
 AB9146.No superseded survey control is available for this station.
 AB9146
 AB9146_MARKER: DD = SURVEY DISK
 AB9146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9146_STAMPING: 34-120.73
 AB9146_MARK LOGO: SDDT
 AB9146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9146+STABILITY: SURFACE MOTION
 AB9146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9146+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9146
 AB9146  HISTORY     - Date     Condition        Report By
 AB9146  HISTORY     - UNK      MONUMENTED       SDDT
 AB9146  HISTORY     - 19950605 GOOD             NGS
 AB9146  HISTORY     - 20120612 GOOD             INDIV
 AB9146
 AB9146                          STATION DESCRIPTION
 AB9146
 AB9146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9146'12.2 KM (7.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9146'STATE HIGHWAY 73 IN HOWES, 450.5 M (1478.0 FT) WEST OF MILEPOST 121,
 AB9146'29.5 M (96.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 AB9146'BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHEAST OF A FENCE,
 AB9146'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 AB9146'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9146
 AB9146                          STATION RECOVERY (2012)
 AB9146
 AB9146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9145 ***********************************************************************
 AB9145  DESIGNATION -  34 121.30
 AB9145  PID         -  AB9145
 AB9145  STATE/COUNTY-  SD/ZIEBACH
 AB9145  COUNTRY     -  US
 AB9145  USGS QUAD   -  BRIDGER (2017)
 AB9145
 AB9145                         *CURRENT SURVEY CONTROL
 AB9145  ______________________________________________________________________
 AB9145* NAD 83(1986) POSITION- 44 33 56.     (N) 101 55 51.     (W)   SCALED
 AB9145* NAVD 88 ORTHO HEIGHT -   727.556 (meters)     2386.99  (feet) ADJUSTED
 AB9145  ______________________________________________________________________
 AB9145  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 AB9145  DYNAMIC HEIGHT  -        727.387 (meters)     2386.44  (feet) COMP
 AB9145  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 AB9145
 AB9145  VERT ORDER      -  FIRST     CLASS II
 AB9145
 AB9145.The horizontal coordinates were scaled from a map and have
 AB9145.an estimated accuracy of +/- 6 seconds.
 AB9145
 AB9145.The orthometric height was determined by differential leveling and
 AB9145.adjusted by the NATIONAL GEODETIC SURVEY
 AB9145.in October 1997.
 AB9145
 AB9145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9145.GEOID18 height accuracy estimate available here.
 AB9145
 AB9145.Click photographs - Photos may exist for this station.
 AB9145
 AB9145.The dynamic height is computed by dividing the NAVD 88
 AB9145.geopotential number by the normal gravity value computed on the
 AB9145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9145.degrees latitude (g = 980.6199 gals.).
 AB9145
 AB9145.The modeled gravity was interpolated from observed gravity values.
 AB9145
 AB9145;                    North         East    Units  Estimated Accuracy
 AB9145;SPC SD N     -    83,200.      446,630.      MT  (+/- 180 meters Scaled)
 AB9145
 AB9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ672388(NAD 83)
 AB9145
 AB9145                          SUPERSEDED SURVEY CONTROL
 AB9145
 AB9145.No superseded survey control is available for this station.
 AB9145
 AB9145_MARKER: DD = SURVEY DISK
 AB9145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9145_STAMPING: 34-121.30
 AB9145_MARK LOGO: SDDT
 AB9145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9145+STABILITY: SURFACE MOTION
 AB9145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9145+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9145
 AB9145  HISTORY     - Date     Condition        Report By
 AB9145  HISTORY     - UNK      MONUMENTED       SDDT
 AB9145  HISTORY     - 19950605 GOOD             NGS
 AB9145  HISTORY     - 20120612 GOOD             INDIV
 AB9145
 AB9145                          STATION DESCRIPTION
 AB9145
 AB9145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9145'13.1 KM (8.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9145'STATE HIGHWAY 73 IN HOWES, 467.0 M (1532.1 FT) EAST OF MILEPOST 121,
 AB9145'29.2 M (95.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 4.5 M (14.8 FT)
 AB9145'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT)
 AB9145'NORTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9145'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 AB9145'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9145
 AB9145                          STATION RECOVERY (2012)
 AB9145
 AB9145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9144 ***********************************************************************
 AB9144  DESIGNATION -  34 121.94
 AB9144  PID         -  AB9144
 AB9144  STATE/COUNTY-  SD/ZIEBACH
 AB9144  COUNTRY     -  US
 AB9144  USGS QUAD   -  BRIDGER (2017)
 AB9144
 AB9144                         *CURRENT SURVEY CONTROL
 AB9144  ______________________________________________________________________
 AB9144* NAD 83(1986) POSITION- 44 33 25.40   (N) 101 55 43.66   (W)   HD_HELD1
 AB9144* NAVD 88 ORTHO HEIGHT -   679.538 (meters)     2229.45  (feet) ADJUSTED
 AB9144  ______________________________________________________________________
 AB9144  GEOID HEIGHT    -        -20.216 (meters)                     GEOID18
 AB9144  DYNAMIC HEIGHT  -        679.379 (meters)     2228.93  (feet) COMP
 AB9144  MODELED GRAVITY -    980,361.9   (mgal)                       NAVD 88
 AB9144
 AB9144  VERT ORDER      -  FIRST     CLASS II
 AB9144
 AB9144.The horizontal coordinates were determined by differentially corrected
 AB9144.hand held GPS observations or other comparable positioning techniques
 AB9144.and have an estimated accuracy of +/- 3 meters.
 AB9144
 AB9144.The orthometric height was determined by differential leveling and
 AB9144.adjusted by the NATIONAL GEODETIC SURVEY
 AB9144.in October 1997.
 AB9144
 AB9144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9144.GEOID18 height accuracy estimate available here.
 AB9144
 AB9144.Click photographs - Photos may exist for this station.
 AB9144
 AB9144.The dynamic height is computed by dividing the NAVD 88
 AB9144.geopotential number by the normal gravity value computed on the
 AB9144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9144.degrees latitude (g = 980.6199 gals.).
 AB9144
 AB9144.The modeled gravity was interpolated from observed gravity values.
 AB9144
 AB9144;                    North         East    Units  Estimated Accuracy
 AB9144;SPC SD N     -    82,247.1     446,771.7     MT  (+/- 3 meters HH1 GPS) 
 AB9144
 AB9144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6739237919(NAD 83)
 AB9144
 AB9144                          SUPERSEDED SURVEY CONTROL
 AB9144
 AB9144.No superseded survey control is available for this station.
 AB9144
 AB9144_MARKER: DD = SURVEY DISK
 AB9144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9144_STAMPING: 34-121.94
 AB9144_MARK LOGO: SDDT
 AB9144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9144+STABILITY: SURFACE MOTION
 AB9144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9144+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9144
 AB9144  HISTORY     - Date     Condition        Report By
 AB9144  HISTORY     - UNK      MONUMENTED       SDDT
 AB9144  HISTORY     - 19950605 GOOD             NGS
 AB9144  HISTORY     - 20120612 GOOD             INDIV
 AB9144
 AB9144                          STATION DESCRIPTION
 AB9144
 AB9144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9144'14.1 KM (8.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9144'STATE HIGHWAY 73 IN HOWES, 84.7 M (277.9 FT) WEST OF MILEPOST 122,
 AB9144'22.6 M (74.1 FT) EAST OF THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) EAST
 AB9144'OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 8.4 M (27.6 FT) WEST
 AB9144'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AB9144'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9144'SURFACE.
 AB9144
 AB9144                          STATION RECOVERY (2012)
 AB9144
 AB9144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9143 ***********************************************************************
 AB9143  DESIGNATION -  34 122.59
 AB9143  PID         -  AB9143
 AB9143  STATE/COUNTY-  SD/ZIEBACH
 AB9143  COUNTRY     -  US
 AB9143  USGS QUAD   -  BRIDGER (2017)
 AB9143
 AB9143                         *CURRENT SURVEY CONTROL
 AB9143  ______________________________________________________________________
 AB9143* NAD 83(1986) POSITION- 44 32 51.     (N) 101 55 47.     (W)   SCALED
 AB9143* NAVD 88 ORTHO HEIGHT -   614.409 (meters)     2015.77  (feet) ADJUSTED
 AB9143  ______________________________________________________________________
 AB9143  GEOID HEIGHT    -        -20.225 (meters)                     GEOID18
 AB9143  DYNAMIC HEIGHT  -        614.263 (meters)     2015.29  (feet) COMP
 AB9143  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 AB9143
 AB9143  VERT ORDER      -  FIRST     CLASS II
 AB9143
 AB9143.The horizontal coordinates were scaled from a map and have
 AB9143.an estimated accuracy of +/- 6 seconds.
 AB9143
 AB9143.The orthometric height was determined by differential leveling and
 AB9143.adjusted by the NATIONAL GEODETIC SURVEY
 AB9143.in October 1997.
 AB9143
 AB9143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9143.GEOID18 height accuracy estimate available here.
 AB9143
 AB9143.Click photographs - Photos may exist for this station.
 AB9143
 AB9143.The dynamic height is computed by dividing the NAVD 88
 AB9143.geopotential number by the normal gravity value computed on the
 AB9143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9143.degrees latitude (g = 980.6199 gals.).
 AB9143
 AB9143.The modeled gravity was interpolated from observed gravity values.
 AB9143
 AB9143;                    North         East    Units  Estimated Accuracy
 AB9143;SPC SD N     -    81,190.      446,670.      MT  (+/- 180 meters Scaled)
 AB9143
 AB9143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ672368(NAD 83)
 AB9143
 AB9143                          SUPERSEDED SURVEY CONTROL
 AB9143
 AB9143.No superseded survey control is available for this station.
 AB9143
 AB9143_MARKER: DD = SURVEY DISK
 AB9143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9143_STAMPING: 34-122.59
 AB9143_MARK LOGO: SDDT
 AB9143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9143+STABILITY: SURFACE MOTION
 AB9143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9143+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9143
 AB9143  HISTORY     - Date     Condition        Report By
 AB9143  HISTORY     - UNK      MONUMENTED       SDDT
 AB9143  HISTORY     - 19950605 GOOD             NGS
 AB9143  HISTORY     - 20040905 GOOD             GEOCAC
 AB9143  HISTORY     - 20120612 GOOD             INDIV
 AB9143
 AB9143                          STATION DESCRIPTION
 AB9143
 AB9143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9143'15.2 KM (9.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 AB9143'STATE HIGHWAY 73 IN HOWES, 693.0 M (2273.6 FT) WEST OF MILEPOST 123,
 AB9143'30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) WEST
 AB9143'OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AB9143'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9143'ABOVE THE GROUND SURFACE.
 AB9143
 AB9143                          STATION RECOVERY (2004)
 AB9143
 AB9143'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 AB9143'RECOVERED IN GOOD CONDITION.
 AB9143
 AB9143                          STATION RECOVERY (2012)
 AB9143
 AB9143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9142 ***********************************************************************
 AB9142  DESIGNATION -  34 123.50
 AB9142  PID         -  AB9142
 AB9142  STATE/COUNTY-  SD/ZIEBACH
 AB9142  COUNTRY     -  US
 AB9142  USGS QUAD   -  BRIDGER (2017)
 AB9142
 AB9142                         *CURRENT SURVEY CONTROL
 AB9142  ______________________________________________________________________
 AB9142* NAD 83(1986) POSITION- 44 32 02.42   (N) 101 55 46.22   (W)   HD_HELD1
 AB9142* NAVD 88 ORTHO HEIGHT -   570.904 (meters)     1873.04  (feet) ADJUSTED
 AB9142  ______________________________________________________________________
 AB9142  GEOID HEIGHT    -        -20.237 (meters)                     GEOID18
 AB9142  DYNAMIC HEIGHT  -        570.768 (meters)     1872.59  (feet) COMP
 AB9142  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 AB9142
 AB9142  VERT ORDER      -  FIRST     CLASS II
 AB9142
 AB9142.The horizontal coordinates were determined by differentially corrected
 AB9142.hand held GPS observations or other comparable positioning techniques
 AB9142.and have an estimated accuracy of +/- 3 meters.
 AB9142
 AB9142.The orthometric height was determined by differential leveling and
 AB9142.adjusted by the NATIONAL GEODETIC SURVEY
 AB9142.in October 1997.
 AB9142
 AB9142.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9142.GEOID18 height accuracy estimate available here.
 AB9142
 AB9142.Click photographs - Photos may exist for this station.
 AB9142
 AB9142.The dynamic height is computed by dividing the NAVD 88
 AB9142.geopotential number by the normal gravity value computed on the
 AB9142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9142.degrees latitude (g = 980.6199 gals.).
 AB9142
 AB9142.The modeled gravity was interpolated from observed gravity values.
 AB9142
 AB9142;                    North         East    Units  Estimated Accuracy
 AB9142;SPC SD N     -    79,687.9     446,654.1     MT  (+/- 3 meters HH1 GPS) 
 AB9142
 AB9142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6724435361(NAD 83)
 AB9142
 AB9142                          SUPERSEDED SURVEY CONTROL
 AB9142
 AB9142.No superseded survey control is available for this station.
 AB9142
 AB9142_MARKER: Z = SEE DESCRIPTION
 AB9142_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9142_STAMPING: 34-123.50 1995
 AB9142_PROJECTION: FLUSH
 AB9142_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9142+STABILITY: POSITION/ELEVATION WELL
 AB9142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9142+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9142_ROD/PIPE-DEPTH: 6.4 meters
 AB9142_SLEEVE-DEPTH  : 4.0 meters
 AB9142
 AB9142  HISTORY     - Date     Condition        Report By
 AB9142  HISTORY     - 1995     MONUMENTED       SDDT
 AB9142  HISTORY     - 19950605 GOOD             NGS
 AB9142
 AB9142                          STATION DESCRIPTION
 AB9142
 AB9142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9142'16.6 KM (10.30 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9142'OF STATE HIGHWAY 73 IN HOWES, 792.0 M (2598.4 FT) EAST OF MILEPOST
 AB9142'123, 30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT)
 AB9142'SOUTH OF THE CENTER OF A DRIVEWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 AB9142'THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A METAL GUARD POST, AND 0.4 M (1.3
 AB9142'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AB9142'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A
 AB9142'1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AB9142'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9141 ***********************************************************************
 AB9141  DESIGNATION -  34 124.47
 AB9141  PID         -  AB9141
 AB9141  STATE/COUNTY-  SD/HAAKON
 AB9141  COUNTRY     -  US
 AB9141  USGS QUAD   -  BRIDGER (2017)
 AB9141
 AB9141                         *CURRENT SURVEY CONTROL
 AB9141  ______________________________________________________________________
 AB9141* NAD 83(1986) POSITION- 44 31 18.     (N) 101 55 51.     (W)   SCALED
 AB9141* NAVD 88 ORTHO HEIGHT -   632.520 (meters)     2075.19  (feet) ADJUSTED
 AB9141  ______________________________________________________________________
 AB9141  GEOID HEIGHT    -        -20.233 (meters)                     GEOID18
 AB9141  DYNAMIC HEIGHT  -        632.370 (meters)     2074.70  (feet) COMP
 AB9141  MODELED GRAVITY -    980,360.7   (mgal)                       NAVD 88
 AB9141
 AB9141  VERT ORDER      -  FIRST     CLASS II
 AB9141
 AB9141.The horizontal coordinates were scaled from a map and have
 AB9141.an estimated accuracy of +/- 6 seconds.
 AB9141
 AB9141.The orthometric height was determined by differential leveling and
 AB9141.adjusted by the NATIONAL GEODETIC SURVEY
 AB9141.in October 1997.
 AB9141
 AB9141.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9141.GEOID18 height accuracy estimate available here.
 AB9141
 AB9141.Click photographs - Photos may exist for this station.
 AB9141
 AB9141.The dynamic height is computed by dividing the NAVD 88
 AB9141.geopotential number by the normal gravity value computed on the
 AB9141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9141.degrees latitude (g = 980.6199 gals.).
 AB9141
 AB9141.The modeled gravity was interpolated from observed gravity values.
 AB9141
 AB9141;                    North         East    Units  Estimated Accuracy
 AB9141;SPC SD S     -   244,340.      473,000.      MT  (+/- 180 meters Scaled)
 AB9141
 AB9141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ670339(NAD 83)
 AB9141
 AB9141                          SUPERSEDED SURVEY CONTROL
 AB9141
 AB9141.No superseded survey control is available for this station.
 AB9141
 AB9141_MARKER: DD = SURVEY DISK
 AB9141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9141_STAMPING: 34-124.47
 AB9141_MARK LOGO: SDDT
 AB9141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9141+STABILITY: SURFACE MOTION
 AB9141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9141+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9141
 AB9141  HISTORY     - Date     Condition        Report By
 AB9141  HISTORY     - UNK      MONUMENTED       SDDT
 AB9141  HISTORY     - 19950605 GOOD             NGS
 AB9141  HISTORY     - 20120612 GOOD             INDIV
 AB9141
 AB9141                          STATION DESCRIPTION
 AB9141
 AB9141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9141'18.2 KM (11.30 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9141'OF STATE HIGHWAY 73 IN HOWES, 738.0 M (2421.3 FT) EAST OF MILEPOST
 AB9141'124, 24.9 M (81.7 FT) EAST OF THE HIGHWAY CENTERLINE, 11.2 M (36.7 FT)
 AB9141'EAST OF THE SOUTH END OF A CULVERT, 6.1 M (20.0 FT) WEST OF A FENCE,
 AB9141'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF
 AB9141'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9141
 AB9141                          STATION RECOVERY (2012)
 AB9141
 AB9141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9140 ***********************************************************************
 AB9140  DESIGNATION -  34 125.02
 AB9140  PID         -  AB9140
 AB9140  STATE/COUNTY-  SD/HAAKON
 AB9140  COUNTRY     -  US
 AB9140  USGS QUAD   -  BRIDGER (2017)
 AB9140
 AB9140                         *CURRENT SURVEY CONTROL
 AB9140  ______________________________________________________________________
 AB9140* NAD 83(1986) POSITION- 44 30 44.     (N) 101 55 33.     (W)   SCALED
 AB9140* NAVD 88 ORTHO HEIGHT -   669.703 (meters)     2197.18  (feet) ADJUSTED
 AB9140  ______________________________________________________________________
 AB9140  GEOID HEIGHT    -        -20.242 (meters)                     GEOID18
 AB9140  DYNAMIC HEIGHT  -        669.544 (meters)     2196.66  (feet) COMP
 AB9140  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 AB9140
 AB9140  VERT ORDER      -  FIRST     CLASS II
 AB9140
 AB9140.The horizontal coordinates were scaled from a map and have
 AB9140.an estimated accuracy of +/- 6 seconds.
 AB9140
 AB9140.The orthometric height was determined by differential leveling and
 AB9140.adjusted by the NATIONAL GEODETIC SURVEY
 AB9140.in October 1997.
 AB9140
 AB9140.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9140.GEOID18 height accuracy estimate available here.
 AB9140
 AB9140.Click photographs - Photos may exist for this station.
 AB9140
 AB9140.The dynamic height is computed by dividing the NAVD 88
 AB9140.geopotential number by the normal gravity value computed on the
 AB9140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9140.degrees latitude (g = 980.6199 gals.).
 AB9140
 AB9140.The modeled gravity was interpolated from observed gravity values.
 AB9140
 AB9140;                    North         East    Units  Estimated Accuracy
 AB9140;SPC SD S     -   243,280.      473,380.      MT  (+/- 180 meters Scaled)
 AB9140
 AB9140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ674329(NAD 83)
 AB9140
 AB9140                          SUPERSEDED SURVEY CONTROL
 AB9140
 AB9140.No superseded survey control is available for this station.
 AB9140
 AB9140_MARKER: DD = SURVEY DISK
 AB9140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9140_STAMPING: 34-125.02
 AB9140_MARK LOGO: SDDT
 AB9140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9140+STABILITY: SURFACE MOTION
 AB9140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9140+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9140
 AB9140  HISTORY     - Date     Condition        Report By
 AB9140  HISTORY     - UNK      MONUMENTED       SDDT
 AB9140  HISTORY     - 19950605 GOOD             NGS
 AB9140  HISTORY     - 20120612 GOOD             INDIV
 AB9140
 AB9140                          STATION DESCRIPTION
 AB9140
 AB9140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9140'19.0 KM (11.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9140'OF STATE HIGHWAY 73 IN HOWES, 31.5 M (103.3 FT) SOUTHWEST OF MILEPOST
 AB9140'125, 29.3 M (96.1 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AB9140'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) EAST OF THE CENTER OF 2
 AB9140'BRACED FENCE POSTS, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 AB9140'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9140
 AB9140                          STATION RECOVERY (2012)
 AB9140
 AB9140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9139 ***********************************************************************
 AB9139  DESIGNATION -  34 126.05
 AB9139  PID         -  AB9139
 AB9139  STATE/COUNTY-  SD/HAAKON
 AB9139  COUNTRY     -  US
 AB9139  USGS QUAD   -  HILLAND NW (2017)
 AB9139
 AB9139                         *CURRENT SURVEY CONTROL
 AB9139  ______________________________________________________________________
 AB9139* NAD 83(1986) POSITION- 44 29 58.     (N) 101 55 19.     (W)   SCALED
 AB9139* NAVD 88 ORTHO HEIGHT -   700.449 (meters)     2298.06  (feet) ADJUSTED
 AB9139  ______________________________________________________________________
 AB9139  GEOID HEIGHT    -        -20.248 (meters)                     GEOID18
 AB9139  DYNAMIC HEIGHT  -        700.282 (meters)     2297.51  (feet) COMP
 AB9139  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 AB9139
 AB9139  VERT ORDER      -  FIRST     CLASS II
 AB9139
 AB9139.The horizontal coordinates were scaled from a map and have
 AB9139.an estimated accuracy of +/- 6 seconds.
 AB9139
 AB9139.The orthometric height was determined by differential leveling and
 AB9139.adjusted by the NATIONAL GEODETIC SURVEY
 AB9139.in October 1997.
 AB9139
 AB9139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9139.GEOID18 height accuracy estimate available here.
 AB9139
 AB9139.Click photographs - Photos may exist for this station.
 AB9139
 AB9139.The dynamic height is computed by dividing the NAVD 88
 AB9139.geopotential number by the normal gravity value computed on the
 AB9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9139.degrees latitude (g = 980.6199 gals.).
 AB9139
 AB9139.The modeled gravity was interpolated from observed gravity values.
 AB9139
 AB9139;                    North         East    Units  Estimated Accuracy
 AB9139;SPC SD S     -   241,860.      473,660.      MT  (+/- 180 meters Scaled)
 AB9139
 AB9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ677315(NAD 83)
 AB9139
 AB9139                          SUPERSEDED SURVEY CONTROL
 AB9139
 AB9139.No superseded survey control is available for this station.
 AB9139
 AB9139_MARKER: DD = SURVEY DISK
 AB9139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9139_STAMPING: 34-126.05
 AB9139_MARK LOGO: SDDT
 AB9139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9139+STABILITY: SURFACE MOTION
 AB9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9139+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9139
 AB9139  HISTORY     - Date     Condition        Report By
 AB9139  HISTORY     - UNK      MONUMENTED       SDDT
 AB9139  HISTORY     - 19950605 GOOD             NGS
 AB9139  HISTORY     - 20120612 GOOD             INDIV
 AB9139
 AB9139                          STATION DESCRIPTION
 AB9139
 AB9139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9139'20.7 KM (12.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9139'OF STATE HIGHWAY 73 IN HOWES, 73.5 M (241.1 FT) EAST OF MILEPOST 126,
 AB9139'22.8 M (74.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 16.2 M (53.1 FT)
 AB9139'SOUTHWEST OF THE SOUTHWEST END OF A CULVERT UNDER THE HIGHWAY, 7.2 M
 AB9139'(23.6 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS
 AB9139'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AB9139'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9139
 AB9139                          STATION RECOVERY (2012)
 AB9139
 AB9139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9138 ***********************************************************************
 AB9138  DESIGNATION -  34 127.0
 AB9138  PID         -  AB9138
 AB9138  STATE/COUNTY-  SD/HAAKON
 AB9138  COUNTRY     -  US
 AB9138  USGS QUAD   -  HILLAND NW (2017)
 AB9138
 AB9138                         *CURRENT SURVEY CONTROL
 AB9138  ______________________________________________________________________
 AB9138* NAD 83(1986) POSITION- 44 29 13.     (N) 101 54 38.     (W)   SCALED
 AB9138* NAVD 88 ORTHO HEIGHT -   709.579 (meters)     2328.01  (feet) ADJUSTED
 AB9138  ______________________________________________________________________
 AB9138  GEOID HEIGHT    -        -20.275 (meters)                     GEOID18
 AB9138  DYNAMIC HEIGHT  -        709.409 (meters)     2327.45  (feet) COMP
 AB9138  MODELED GRAVITY -    980,354.2   (mgal)                       NAVD 88
 AB9138
 AB9138  VERT ORDER      -  FIRST     CLASS II
 AB9138
 AB9138.The horizontal coordinates were scaled from a map and have
 AB9138.an estimated accuracy of +/- 6 seconds.
 AB9138
 AB9138.The orthometric height was determined by differential leveling and
 AB9138.adjusted by the NATIONAL GEODETIC SURVEY
 AB9138.in October 1997.
 AB9138
 AB9138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9138.GEOID18 height accuracy estimate available here.
 AB9138
 AB9138.Click photographs - Photos may exist for this station.
 AB9138
 AB9138.The dynamic height is computed by dividing the NAVD 88
 AB9138.geopotential number by the normal gravity value computed on the
 AB9138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9138.degrees latitude (g = 980.6199 gals.).
 AB9138
 AB9138.The modeled gravity was interpolated from observed gravity values.
 AB9138
 AB9138;                    North         East    Units  Estimated Accuracy
 AB9138;SPC SD S     -   240,450.      474,540.      MT  (+/- 180 meters Scaled)
 AB9138
 AB9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ685300(NAD 83)
 AB9138
 AB9138                          SUPERSEDED SURVEY CONTROL
 AB9138
 AB9138.No superseded survey control is available for this station.
 AB9138
 AB9138_MARKER: DD = SURVEY DISK
 AB9138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9138_STAMPING: 34-127.0
 AB9138_MARK LOGO: SDDT
 AB9138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9138+STABILITY: SURFACE MOTION
 AB9138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9138+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9138
 AB9138  HISTORY     - Date     Condition        Report By
 AB9138  HISTORY     - UNK      MONUMENTED       SDDT
 AB9138  HISTORY     - 19950605 GOOD             NGS
 AB9138  HISTORY     - 20120612 GOOD             INDIV
 AB9138
 AB9138                          STATION DESCRIPTION
 AB9138
 AB9138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9138'22.2 KM (13.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9138'OF STATE HIGHWAY 73 IN HOWES, 30.2 M (99.1 FT) SOUTHWEST OF THE
 AB9138'HIGHWAY CENTERLINE, 18.6 M (61.0 FT) SOUTHWEST OF MILEPOST 127, 1.0 M
 AB9138'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHEAST OF A
 AB9138'FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 AB9138'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9138
 AB9138                          STATION RECOVERY (2012)
 AB9138
 AB9138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9137 ***********************************************************************
 AB9137  CBN         -  This is a Cooperative Base Network Control Station.
 AB9137  DESIGNATION -  34 128.00
 AB9137  PID         -  AB9137
 AB9137  STATE/COUNTY-  SD/HAAKON
 AB9137  COUNTRY     -  US
 AB9137  USGS QUAD   -  HILLAND NW (2017)
 AB9137
 AB9137                         *CURRENT SURVEY CONTROL
 AB9137  ______________________________________________________________________
 AB9137* NAD 83(2011) POSITION- 44 28 37.59973(N) 101 53 51.71497(W)   ADJUSTED
 AB9137* NAD 83(2011) ELLIP HT-   691.445 (meters)        (06/27/12)   ADJUSTED
 AB9137* NAD 83(2011) EPOCH   -  2010.00
 AB9137* NAVD 88 ORTHO HEIGHT -   711.753 (meters)     2335.14  (feet) ADJUSTED
 AB9137  ______________________________________________________________________
 AB9137  GEOID HEIGHT    -        -20.309 (meters)                     GEOID18
 AB9137  NAD 83(2011) X  -   -939,902.393 (meters)                     COMP
 AB9137  NAD 83(2011) Y  - -4,461,044.546 (meters)                     COMP
 AB9137  NAD 83(2011) Z  -  4,446,558.151 (meters)                     COMP
 AB9137  LAPLACE CORR    -         -6.75  (seconds)                    DEFLEC18
 AB9137  DYNAMIC HEIGHT  -        711.581 (meters)     2334.58  (feet) COMP
 AB9137  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 AB9137
 AB9137  VERT ORDER      -  FIRST     CLASS II
 AB9137
 AB9137  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9137  Standards:
 AB9137         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9137            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9137  -------------------------------------------------------------------
 AB9137  NETWORK    0.81   2.35           0.38   0.26   1.20     -0.09792103
 AB9137  -------------------------------------------------------------------
 AB9137  Click here for local accuracies and other accuracy information.
 AB9137
 AB9137.The horizontal coordinates were established by GPS observations
 AB9137.and adjusted by the National Geodetic Survey in June 2012.
 AB9137
 AB9137.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9137.been affixed to the stable North American tectonic plate. See 
 AB9137.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9137
 AB9137.The horizontal coordinates are valid at the epoch date displayed above
 AB9137.which is a decimal equivalence of Year/Month/Day.
 AB9137
 AB9137.The orthometric height was determined by differential leveling and
 AB9137.adjusted by the NATIONAL GEODETIC SURVEY
 AB9137.in October 1997.
 AB9137
 AB9137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9137.GEOID18 height accuracy estimate available here.
 AB9137
 AB9137.Click photographs - Photos may exist for this station.
 AB9137
 AB9137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9137
 AB9137.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9137
 AB9137.The ellipsoidal height was determined by GPS observations
 AB9137.and is referenced to NAD 83.
 AB9137
 AB9137.The dynamic height is computed by dividing the NAVD 88
 AB9137.geopotential number by the normal gravity value computed on the
 AB9137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9137.degrees latitude (g = 980.6199 gals.).
 AB9137
 AB9137.The modeled gravity was interpolated from observed gravity values.
 AB9137
 AB9137. The following values were computed from the NAD 83(2011) position.
 AB9137
 AB9137;                    North         East     Units Scale Factor Converg.
 AB9137;SPC SD S     -   239,340.461   475,543.004   MT  1.00001933   -1 04 45.0
 AB9137;SPC SD S     -   785,236.16  1,560,177.34   sFT  1.00001933   -1 04 45.0
 AB9137;UTM  14      - 4,928,951.388   269,547.447   MT  1.00025316   -2 01 51.9
 AB9137
 AB9137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9137!SPC SD S     -   0.99989160  x   1.00001933  =   0.99991092
 AB9137!UTM  14      -   0.99989160  x   1.00025316  =   1.00014473
 AB9137
 AB9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6954728951(NAD 83)
 AB9137
 AB9137                          SUPERSEDED SURVEY CONTROL
 AB9137
 AB9137  NAD 83(2007)-  44 28 37.59966(N)    101 53 51.71610(W) AD(2002.00) 0
 AB9137  ELLIP H (02/10/07)  691.470  (m)                       GP(2002.00)    
 AB9137  ELLIP H (04/15/04)  691.458  (m)                       GP(       ) 2 1
 AB9137  NAD 83(1996)-  44 28 37.59908(N)    101 53 51.71585(W) AD(       ) B
 AB9137  ELLIP H (04/18/97)  691.519  (m)                       GP(       ) 4 1
 AB9137  NAVD 88 (04/18/97)  711.7    (m)  GEOID96  model used  GPS OBS        
 AB9137
 AB9137.Superseded values are not recommended for survey control.
 AB9137
 AB9137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9137.See file dsdata.pdf to determine how the superseded data were derived.
 AB9137
 AB9137_MARKER: Z = SEE DESCRIPTION
 AB9137_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9137_STAMPING: 34-128.00 1995
 AB9137_MARK LOGO: NGS
 AB9137_PROJECTION: FLUSH
 AB9137_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9137+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9137_ROD/PIPE-DEPTH: 6.4 meters
 AB9137_SLEEVE-DEPTH  : 1.8 meters
 AB9137
 AB9137  HISTORY     - Date     Condition        Report By
 AB9137  HISTORY     - 1995     MONUMENTED       SDDT
 AB9137  HISTORY     - 19950605 GOOD             NGS
 AB9137  HISTORY     - 19960911 GOOD             NGS
 AB9137  HISTORY     - 20120612 GOOD             INDIV
 AB9137
 AB9137                          STATION DESCRIPTION
 AB9137
 AB9137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9137'23.8 KM (14.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9137'OF STATE HIGHWAY 73 IN HOWES, 41.6 M (136.5 FT) NORTHEAST OF MILEPOST
 AB9137'128, 30.1 M (98.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 17.9 M
 AB9137'(58.7 FT) SOUTHEAST OF THE SOUTHEAST END OF 2 BRACED FENCE POSTS, 0.4
 AB9137'M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF
 AB9137'A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) NORTHEAST OF A METAL
 AB9137'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AB9137'TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 AB9137'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9137'THROUGH A 4-INCH PVC CAP.
 AB9137
 AB9137                          STATION RECOVERY (1996)
 AB9137
 AB9137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9137'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTHWEST OF BILLSBURG
 AB9137'AND 12.0 MI (19.3 KM) SOUTHEAST OF HOWES, ON STATE HIGHWAY 34.
 AB9137'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AB9137'JUNCTION OF STATE HIGHWAY 34 AND 73 IN HOWES, GO EAST ON STATE HIGHWAY
 AB9137'34 FOR 11.0 MI (17.7 KM) TO THE SOUTHEAST END OF THE BRIDGE SPANNING
 AB9137'THE CHEYENNE RIVER AND THE DEWEY/HAAKON COUNTY LINE, CONTINUE EAST ON
 AB9137'STATE HIGHWAY 34 FOR 4.0 MI (6.4 KM) TO THE STATION ON THE LEFT.  THE
 AB9137'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AB9137'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9137'LOCATED 142.0 M (465.9 FT) NORTHWEST OF THE CENTER OF A FIELD
 AB9137'ENTRANCE, 41.6 M (136.5 FT) NORTHEAST OF MILEPOST 128, 30.1 M (98.8
 AB9137'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 17.9 M (58.7 FT) SOUTHEAST OF
 AB9137'THE MOST SOUTHEASTERLY OF 2 BRACED FENCE POSTS, 0.4 M (1.3 FT) BELOW
 AB9137'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST
 AB9137'AND FENCE, 0.3 M (1.0 FT) NORTHEAST OF A METAL GUARD POST, AND 0.08 M
 AB9137'(0.26 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM POINT IS
 AB9137'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9137
 AB9137                          STATION RECOVERY (2012)
 AB9137
 AB9137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9136 ***********************************************************************
 AB9136  DESIGNATION -  34 129.0
 AB9136  PID         -  AB9136
 AB9136  STATE/COUNTY-  SD/HAAKON
 AB9136  COUNTRY     -  US
 AB9136  USGS QUAD   -  HILLAND NW (2017)
 AB9136
 AB9136                         *CURRENT SURVEY CONTROL
 AB9136  ______________________________________________________________________
 AB9136* NAD 83(1986) POSITION- 44 27 55.     (N) 101 53 16.     (W)   SCALED
 AB9136* NAVD 88 ORTHO HEIGHT -   728.211 (meters)     2389.14  (feet) ADJUSTED
 AB9136  ______________________________________________________________________
 AB9136  GEOID HEIGHT    -        -20.332 (meters)                     GEOID18
 AB9136  DYNAMIC HEIGHT  -        728.033 (meters)     2388.55  (feet) COMP
 AB9136  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 AB9136
 AB9136  VERT ORDER      -  FIRST     CLASS II
 AB9136
 AB9136.The horizontal coordinates were scaled from a map and have
 AB9136.an estimated accuracy of +/- 6 seconds.
 AB9136
 AB9136.The orthometric height was determined by differential leveling and
 AB9136.adjusted by the NATIONAL GEODETIC SURVEY
 AB9136.in October 1997.
 AB9136
 AB9136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9136.GEOID18 height accuracy estimate available here.
 AB9136
 AB9136.Click photographs - Photos may exist for this station.
 AB9136
 AB9136.The dynamic height is computed by dividing the NAVD 88
 AB9136.geopotential number by the normal gravity value computed on the
 AB9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9136.degrees latitude (g = 980.6199 gals.).
 AB9136
 AB9136.The modeled gravity was interpolated from observed gravity values.
 AB9136
 AB9136;                    North         East    Units  Estimated Accuracy
 AB9136;SPC SD S     -   238,010.      476,310.      MT  (+/- 180 meters Scaled)
 AB9136
 AB9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ702276(NAD 83)
 AB9136
 AB9136                          SUPERSEDED SURVEY CONTROL
 AB9136
 AB9136.No superseded survey control is available for this station.
 AB9136
 AB9136_MARKER: DD = SURVEY DISK
 AB9136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9136_STAMPING: 34-129.0
 AB9136_MARK LOGO: SDDT
 AB9136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9136+STABILITY: SURFACE MOTION
 AB9136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9136+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9136
 AB9136  HISTORY     - Date     Condition        Report By
 AB9136  HISTORY     - UNK      MONUMENTED       SDDT
 AB9136  HISTORY     - 19950605 GOOD             NGS
 AB9136  HISTORY     - 20120612 GOOD             INDIV
 AB9136
 AB9136                          STATION DESCRIPTION
 AB9136
 AB9136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9136'25.4 KM (15.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9136'OF STATE HIGHWAY 73 IN HOWES, 29.9 M (98.1 FT) SOUTHWEST OF THE
 AB9136'HIGHWAY CENTERLINE, 16.2 M (53.1 FT) SOUTHWEST OF MILEPOST 129, 16.2 M
 AB9136'(53.1 FT) NORTHWEST OF THE NORTHWEST END OF A BRACED FENCE POST, 0.8 M
 AB9136'(2.6 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AB9136'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 AB9136'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9136
 AB9136                          STATION RECOVERY (2012)
 AB9136
 AB9136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9135 ***********************************************************************
 AB9135  DESIGNATION -  34 130.05
 AB9135  PID         -  AB9135
 AB9135  STATE/COUNTY-  SD/HAAKON
 AB9135  COUNTRY     -  US
 AB9135  USGS QUAD   -  HILLAND NW (2017)
 AB9135
 AB9135                         *CURRENT SURVEY CONTROL
 AB9135  ______________________________________________________________________
 AB9135* NAD 83(1986) POSITION- 44 27 07.     (N) 101 52 31.     (W)   SCALED
 AB9135* NAVD 88 ORTHO HEIGHT -   736.338 (meters)     2415.80  (feet) ADJUSTED
 AB9135  ______________________________________________________________________
 AB9135  GEOID HEIGHT    -        -20.362 (meters)                     GEOID18
 AB9135  DYNAMIC HEIGHT  -        736.157 (meters)     2415.21  (feet) COMP
 AB9135  MODELED GRAVITY -    980,347.1   (mgal)                       NAVD 88
 AB9135
 AB9135  VERT ORDER      -  FIRST     CLASS II
 AB9135
 AB9135.The horizontal coordinates were scaled from a map and have
 AB9135.an estimated accuracy of +/- 6 seconds.
 AB9135
 AB9135.The orthometric height was determined by differential leveling and
 AB9135.adjusted by the NATIONAL GEODETIC SURVEY
 AB9135.in October 1997.
 AB9135
 AB9135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9135.GEOID18 height accuracy estimate available here.
 AB9135
 AB9135.Click photographs - Photos may exist for this station.
 AB9135
 AB9135.The dynamic height is computed by dividing the NAVD 88
 AB9135.geopotential number by the normal gravity value computed on the
 AB9135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9135.degrees latitude (g = 980.6199 gals.).
 AB9135
 AB9135.The modeled gravity was interpolated from observed gravity values.
 AB9135
 AB9135;                    North         East    Units  Estimated Accuracy
 AB9135;SPC SD S     -   236,510.      477,280.      MT  (+/- 180 meters Scaled)
 AB9135
 AB9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ712260(NAD 83)
 AB9135
 AB9135                          SUPERSEDED SURVEY CONTROL
 AB9135
 AB9135.No superseded survey control is available for this station.
 AB9135
 AB9135_MARKER: DD = SURVEY DISK
 AB9135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9135_STAMPING: 34-130.05
 AB9135_MARK LOGO: SDDT
 AB9135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9135+STABILITY: SURFACE MOTION
 AB9135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9135+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9135
 AB9135  HISTORY     - Date     Condition        Report By
 AB9135  HISTORY     - UNK      MONUMENTED       SDDT
 AB9135  HISTORY     - 19950605 GOOD             NGS
 AB9135  HISTORY     - 20120612 GOOD             INDIV
 AB9135
 AB9135                          STATION DESCRIPTION
 AB9135
 AB9135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9135'27.1 KM (16.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9135'OF STATE HIGHWAY 73 IN HOWES, 77.4 M (253.9 FT) EAST OF MILEPOST 130,
 AB9135'30.2 M (99.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 15.6 M (51.2 FT)
 AB9135'SOUTHEAST OF THE SOUTHEAST END OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT)
 AB9135'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE,
 AB9135'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 AB9135'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9135
 AB9135                          STATION RECOVERY (2012)
 AB9135
 AB9135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9134 ***********************************************************************
 AB9134  DESIGNATION -  34 131.02
 AB9134  PID         -  AB9134
 AB9134  STATE/COUNTY-  SD/HAAKON
 AB9134  COUNTRY     -  US
 AB9134  USGS QUAD   -  HARTLEY (2017)
 AB9134
 AB9134                         *CURRENT SURVEY CONTROL
 AB9134  ______________________________________________________________________
 AB9134* NAD 83(1986) POSITION- 44 26 20.     (N) 101 51 56.     (W)   SCALED
 AB9134* NAVD 88 ORTHO HEIGHT -   741.683 (meters)     2433.34  (feet) ADJUSTED
 AB9134  ______________________________________________________________________
 AB9134  GEOID HEIGHT    -        -20.385 (meters)                     GEOID18
 AB9134  DYNAMIC HEIGHT  -        741.496 (meters)     2432.72  (feet) COMP
 AB9134  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 AB9134
 AB9134  VERT ORDER      -  FIRST     CLASS II
 AB9134
 AB9134.The horizontal coordinates were scaled from a map and have
 AB9134.an estimated accuracy of +/- 6 seconds.
 AB9134
 AB9134.The orthometric height was determined by differential leveling and
 AB9134.adjusted by the NATIONAL GEODETIC SURVEY
 AB9134.in October 1997.
 AB9134
 AB9134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9134.GEOID18 height accuracy estimate available here.
 AB9134
 AB9134.Click photographs - Photos may exist for this station.
 AB9134
 AB9134.The dynamic height is computed by dividing the NAVD 88
 AB9134.geopotential number by the normal gravity value computed on the
 AB9134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9134.degrees latitude (g = 980.6199 gals.).
 AB9134
 AB9134.The modeled gravity was interpolated from observed gravity values.
 AB9134
 AB9134;                    North         East    Units  Estimated Accuracy
 AB9134;SPC SD S     -   235,050.      478,020.      MT  (+/- 180 meters Scaled)
 AB9134
 AB9134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ719246(NAD 83)
 AB9134
 AB9134                          SUPERSEDED SURVEY CONTROL
 AB9134
 AB9134.No superseded survey control is available for this station.
 AB9134
 AB9134_MARKER: DD = SURVEY DISK
 AB9134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9134_STAMPING: 34-131.02
 AB9134_MARK LOGO: SDDT
 AB9134_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9134+STABILITY: SURFACE MOTION
 AB9134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9134+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9134
 AB9134  HISTORY     - Date     Condition        Report By
 AB9134  HISTORY     - UNK      MONUMENTED       SDDT
 AB9134  HISTORY     - 19950605 GOOD             NGS
 AB9134  HISTORY     - 20120612 GOOD             INDIV
 AB9134
 AB9134                          STATION DESCRIPTION
 AB9134
 AB9134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9134'28.7 KM (17.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9134'OF STATE HIGHWAY 73 IN HOWES, 32.2 M (105.6 FT) SOUTH OF MILEPOST 131,
 AB9134'29.8 M (97.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 AB9134'NORTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9134'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 AB9134'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9134
 AB9134                          STATION RECOVERY (2012)
 AB9134
 AB9134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9133 ***********************************************************************
 AB9133  DESIGNATION -  34 131.97
 AB9133  PID         -  AB9133
 AB9133  STATE/COUNTY-  SD/HAAKON
 AB9133  COUNTRY     -  US
 AB9133  USGS QUAD   -  HARTLEY (2017)
 AB9133
 AB9133                         *CURRENT SURVEY CONTROL
 AB9133  ______________________________________________________________________
 AB9133* NAD 83(1986) POSITION- 44 25 41.     (N) 101 51 21.     (W)   SCALED
 AB9133* NAVD 88 ORTHO HEIGHT -   743.009 (meters)     2437.69  (feet) ADJUSTED
 AB9133  ______________________________________________________________________
 AB9133  GEOID HEIGHT    -        -20.408 (meters)                     GEOID18
 AB9133  DYNAMIC HEIGHT  -        742.818 (meters)     2437.06  (feet) COMP
 AB9133  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 AB9133
 AB9133  VERT ORDER      -  FIRST     CLASS II
 AB9133
 AB9133.The horizontal coordinates were scaled from a map and have
 AB9133.an estimated accuracy of +/- 6 seconds.
 AB9133
 AB9133.The orthometric height was determined by differential leveling and
 AB9133.adjusted by the NATIONAL GEODETIC SURVEY
 AB9133.in October 1997.
 AB9133
 AB9133.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9133.GEOID18 height accuracy estimate available here.
 AB9133
 AB9133.Click photographs - Photos may exist for this station.
 AB9133
 AB9133.The dynamic height is computed by dividing the NAVD 88
 AB9133.geopotential number by the normal gravity value computed on the
 AB9133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9133.degrees latitude (g = 980.6199 gals.).
 AB9133
 AB9133.The modeled gravity was interpolated from observed gravity values.
 AB9133
 AB9133;                    North         East    Units  Estimated Accuracy
 AB9133;SPC SD S     -   233,830.      478,770.      MT  (+/- 180 meters Scaled)
 AB9133
 AB9133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ726233(NAD 83)
 AB9133
 AB9133                          SUPERSEDED SURVEY CONTROL
 AB9133
 AB9133.No superseded survey control is available for this station.
 AB9133
 AB9133_MARKER: DD = SURVEY DISK
 AB9133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9133_STAMPING: 34-131.97
 AB9133_MARK LOGO: SDDT
 AB9133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9133+STABILITY: SURFACE MOTION
 AB9133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9133+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9133
 AB9133  HISTORY     - Date     Condition        Report By
 AB9133  HISTORY     - UNK      MONUMENTED       SDDT
 AB9133  HISTORY     - 19950605 GOOD             NGS
 AB9133  HISTORY     - 20120612 GOOD             INDIV
 AB9133
 AB9133                          STATION DESCRIPTION
 AB9133
 AB9133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9133'30.2 KM (18.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9133'OF STATE HIGHWAY 73 IN HOWES, 67.9 M (222.8 FT) WEST OF MILEPOST 132,
 AB9133'29.8 M (97.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT)
 AB9133'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT)
 AB9133'NORTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9133'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 AB9133'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9133
 AB9133                          STATION RECOVERY (2012)
 AB9133
 AB9133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9132 ***********************************************************************
 AB9132  CBN         -  This is a Cooperative Base Network Control Station.
 AB9132  DESIGNATION -  34 133.0
 AB9132  PID         -  AB9132
 AB9132  STATE/COUNTY-  SD/HAAKON
 AB9132  COUNTRY     -  US
 AB9132  USGS QUAD   -  HARTLEY (2017)
 AB9132
 AB9132                         *CURRENT SURVEY CONTROL
 AB9132  ______________________________________________________________________
 AB9132* NAD 83(2011) POSITION- 44 24 54.19784(N) 101 50 39.29520(W)   ADJUSTED
 AB9132* NAD 83(2011) ELLIP HT-   728.771 (meters)        (06/27/12)   ADJUSTED
 AB9132* NAD 83(2011) EPOCH   -  2010.00
 AB9132* NAVD 88 ORTHO HEIGHT -   749.213 (meters)     2458.04  (feet) ADJUSTED
 AB9132  ______________________________________________________________________
 AB9132  GEOID HEIGHT    -        -20.437 (meters)                     GEOID18
 AB9132  NAD 83(2011) X  -   -936,737.047 (meters)                     COMP
 AB9132  NAD 83(2011) Y  - -4,466,671.871 (meters)                     COMP
 AB9132  NAD 83(2011) Z  -  4,441,660.810 (meters)                     COMP
 AB9132  LAPLACE CORR    -         -6.93  (seconds)                    DEFLEC18
 AB9132  DYNAMIC HEIGHT  -        749.018 (meters)     2457.40  (feet) COMP
 AB9132  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 AB9132
 AB9132  VERT ORDER      -  FIRST     CLASS II
 AB9132
 AB9132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9132  Standards:
 AB9132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9132  -------------------------------------------------------------------
 AB9132  NETWORK    0.57   1.14           0.26   0.20   0.58     -0.02478538
 AB9132  -------------------------------------------------------------------
 AB9132  Click here for local accuracies and other accuracy information.
 AB9132
 AB9132.The horizontal coordinates were established by GPS observations
 AB9132.and adjusted by the National Geodetic Survey in June 2012.
 AB9132
 AB9132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9132.been affixed to the stable North American tectonic plate. See 
 AB9132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9132
 AB9132.The horizontal coordinates are valid at the epoch date displayed above
 AB9132.which is a decimal equivalence of Year/Month/Day.
 AB9132
 AB9132.The orthometric height was determined by differential leveling and
 AB9132.adjusted by the NATIONAL GEODETIC SURVEY
 AB9132.in October 1997.
 AB9132
 AB9132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9132.GEOID18 height accuracy estimate available here.
 AB9132
 AB9132.Click photographs - Photos may exist for this station.
 AB9132
 AB9132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9132
 AB9132.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9132
 AB9132.The ellipsoidal height was determined by GPS observations
 AB9132.and is referenced to NAD 83.
 AB9132
 AB9132.The dynamic height is computed by dividing the NAVD 88
 AB9132.geopotential number by the normal gravity value computed on the
 AB9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9132.degrees latitude (g = 980.6199 gals.).
 AB9132
 AB9132.The modeled gravity was interpolated from observed gravity values.
 AB9132
 AB9132. The following values were computed from the NAD 83(2011) position.
 AB9132
 AB9132;                    North         East     Units Scale Factor Converg.
 AB9132;SPC SD S     -   232,367.067   479,669.430   MT  1.00000363   -1 02 32.3
 AB9132;SPC SD S     -   762,357.62  1,573,715.45   sFT  1.00000363   -1 02 32.3
 AB9132;UTM  14      - 4,921,908.880   273,558.553   MT  1.00023063   -1 59 29.0
 AB9132
 AB9132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9132!SPC SD S     -   0.99988574  x   1.00000363  =   0.99988937
 AB9132!UTM  14      -   0.99988574  x   1.00023063  =   1.00011635
 AB9132
 AB9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7355821908(NAD 83)
 AB9132
 AB9132                          SUPERSEDED SURVEY CONTROL
 AB9132
 AB9132  NAD 83(2007)-  44 24 54.19782(N)    101 50 39.29649(W) AD(2002.00) 0
 AB9132  ELLIP H (02/10/07)  728.789  (m)                       GP(2002.00)    
 AB9132  NAD 83(1996)-  44 24 54.19730(N)    101 50 39.29641(W) AD(       ) A
 AB9132  ELLIP H (06/23/03)  728.784  (m)                       GP(       ) 3 1
 AB9132  NAVD 88             749.21   (m)         2458.0    (f) LEVELING    3  
 AB9132
 AB9132.Superseded values are not recommended for survey control.
 AB9132
 AB9132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9132.See file dsdata.pdf to determine how the superseded data were derived.
 AB9132
 AB9132_MARKER: Z = SEE DESCRIPTION
 AB9132_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9132_STAMPING: 34-133.0 1995
 AB9132_MARK LOGO: NGS
 AB9132_PROJECTION: FLUSH
 AB9132_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9132+STABILITY: POSITION/ELEVATION WELL
 AB9132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9132+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9132_ROD/PIPE-DEPTH: 6.40 meters
 AB9132_SLEEVE-DEPTH  : 4.00 meters
 AB9132
 AB9132  HISTORY     - Date     Condition        Report By
 AB9132  HISTORY     - 1995     MONUMENTED       SDDT
 AB9132  HISTORY     - 19950605 GOOD             NGS
 AB9132  HISTORY     - 20020514 GOOD             SDDT
 AB9132  HISTORY     - 20120612 GOOD             INDIV
 AB9132
 AB9132                          STATION DESCRIPTION
 AB9132
 AB9132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9132'31.9 KM (19.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9132'OF STATE HIGHWAY 73 IN HOWES, 30.1 M (98.8 FT) SOUTHWEST OF THE
 AB9132'HIGHWAY CENTERLINE, 18.1 M (59.4 FT) SOUTHWEST OF MILEPOST 133, 1.5 M
 AB9132'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A
 AB9132'METAL GUARD POST, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST.
 AB9132'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9132'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS
 AB9132'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AB9132'4-INCH PVC CAP.
 AB9132
 AB9132                          STATION RECOVERY (2002)
 AB9132
 AB9132'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB9132'RECOVERED AS DESCRIBED
 AB9132'
 AB9132
 AB9132                          STATION RECOVERY (2012)
 AB9132
 AB9132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9131 ***********************************************************************
 AB9131  DESIGNATION -  34 134.0
 AB9131  PID         -  AB9131
 AB9131  STATE/COUNTY-  SD/HAAKON
 AB9131  COUNTRY     -  US
 AB9131  USGS QUAD   -  HARTLEY (2017)
 AB9131
 AB9131                         *CURRENT SURVEY CONTROL
 AB9131  ______________________________________________________________________
 AB9131* NAD 83(1986) POSITION- 44 24 12.     (N) 101 49 59.     (W)   SCALED
 AB9131* NAVD 88 ORTHO HEIGHT -   757.096 (meters)     2483.91  (feet) ADJUSTED
 AB9131  ______________________________________________________________________
 AB9131  GEOID HEIGHT    -        -20.468 (meters)                     GEOID18
 AB9131  DYNAMIC HEIGHT  -        756.898 (meters)     2483.26  (feet) COMP
 AB9131  MODELED GRAVITY -    980,331.1   (mgal)                       NAVD 88
 AB9131
 AB9131  VERT ORDER      -  FIRST     CLASS II
 AB9131
 AB9131.The horizontal coordinates were scaled from a map and have
 AB9131.an estimated accuracy of +/- 6 seconds.
 AB9131
 AB9131.The orthometric height was determined by differential leveling and
 AB9131.adjusted by the NATIONAL GEODETIC SURVEY
 AB9131.in October 1997.
 AB9131
 AB9131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9131.GEOID18 height accuracy estimate available here.
 AB9131
 AB9131.Click photographs - Photos may exist for this station.
 AB9131
 AB9131.The dynamic height is computed by dividing the NAVD 88
 AB9131.geopotential number by the normal gravity value computed on the
 AB9131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9131.degrees latitude (g = 980.6199 gals.).
 AB9131
 AB9131.The modeled gravity was interpolated from observed gravity values.
 AB9131
 AB9131;                    North         East    Units  Estimated Accuracy
 AB9131;SPC SD S     -   231,050.      480,540.      MT  (+/- 180 meters Scaled)
 AB9131
 AB9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ744205(NAD 83)
 AB9131
 AB9131                          SUPERSEDED SURVEY CONTROL
 AB9131
 AB9131.No superseded survey control is available for this station.
 AB9131
 AB9131_MARKER: DD = SURVEY DISK
 AB9131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9131_STAMPING: 34-134.0
 AB9131_MARK LOGO: SDDT
 AB9131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9131+STABILITY: SURFACE MOTION
 AB9131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9131+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9131
 AB9131  HISTORY     - Date     Condition        Report By
 AB9131  HISTORY     - UNK      MONUMENTED       SDDT
 AB9131  HISTORY     - 19950605 GOOD             NGS
 AB9131  HISTORY     - 20120612 GOOD             INDIV
 AB9131
 AB9131                          STATION DESCRIPTION
 AB9131
 AB9131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9131'33.5 KM (20.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9131'OF STATE HIGHWAY 73 IN HOWES, 41.9 M (137.5 FT) NORTHEAST OF MILEPOST
 AB9131'134, 29.8 M (97.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3
 AB9131'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A
 AB9131'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9131'SURFACE.
 AB9131
 AB9131                          STATION RECOVERY (2012)
 AB9131
 AB9131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9130 ***********************************************************************
 AB9130  DESIGNATION -  34 135.0
 AB9130  PID         -  AB9130
 AB9130  STATE/COUNTY-  SD/HAAKON
 AB9130  COUNTRY     -  US
 AB9130  USGS QUAD   -  HARTLEY (2017)
 AB9130
 AB9130                         *CURRENT SURVEY CONTROL
 AB9130  ______________________________________________________________________
 AB9130* NAD 83(1986) POSITION- 44 24 06.     (N) 101 48 51.     (W)   SCALED
 AB9130* NAVD 88 ORTHO HEIGHT -   757.468 (meters)     2485.13  (feet) ADJUSTED
 AB9130  ______________________________________________________________________
 AB9130  GEOID HEIGHT    -        -20.523 (meters)                     GEOID18
 AB9130  DYNAMIC HEIGHT  -        757.269 (meters)     2484.47  (feet) COMP
 AB9130  MODELED GRAVITY -    980,329.9   (mgal)                       NAVD 88
 AB9130
 AB9130  VERT ORDER      -  FIRST     CLASS II
 AB9130
 AB9130.The horizontal coordinates were scaled from a map and have
 AB9130.an estimated accuracy of +/- 6 seconds.
 AB9130
 AB9130.The orthometric height was determined by differential leveling and
 AB9130.adjusted by the NATIONAL GEODETIC SURVEY
 AB9130.in October 1997.
 AB9130
 AB9130.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9130.GEOID18 height accuracy estimate available here.
 AB9130
 AB9130.Click photographs - Photos may exist for this station.
 AB9130
 AB9130.The dynamic height is computed by dividing the NAVD 88
 AB9130.geopotential number by the normal gravity value computed on the
 AB9130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9130.degrees latitude (g = 980.6199 gals.).
 AB9130
 AB9130.The modeled gravity was interpolated from observed gravity values.
 AB9130
 AB9130;                    North         East    Units  Estimated Accuracy
 AB9130;SPC SD S     -   230,840.      482,040.      MT  (+/- 180 meters Scaled)
 AB9130
 AB9130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ759203(NAD 83)
 AB9130
 AB9130                          SUPERSEDED SURVEY CONTROL
 AB9130
 AB9130.No superseded survey control is available for this station.
 AB9130
 AB9130_MARKER: DD = SURVEY DISK
 AB9130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9130_STAMPING: 34-135.0
 AB9130_MARK LOGO: SDDT
 AB9130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9130+STABILITY: SURFACE MOTION
 AB9130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9130+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9130
 AB9130  HISTORY     - Date     Condition        Report By
 AB9130  HISTORY     - UNK      MONUMENTED       SDDT
 AB9130  HISTORY     - 19950605 GOOD             NGS
 AB9130  HISTORY     - 20120612 GOOD             INDIV
 AB9130
 AB9130                          STATION DESCRIPTION
 AB9130
 AB9130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9130'35.1 KM (21.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9130'OF STATE HIGHWAY 73 IN HOWES, 42.0 M (137.8 FT) NORTH OF MILEPOST 135,
 AB9130'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 29.4 M (96.5 FT)
 AB9130'EAST OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AB9130'HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A
 AB9130'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9130'GROUND SURFACE.
 AB9130
 AB9130                          STATION RECOVERY (2012)
 AB9130
 AB9130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9129 ***********************************************************************
 AB9129  DESIGNATION -  34 136.03
 AB9129  PID         -  AB9129
 AB9129  STATE/COUNTY-  SD/HAAKON
 AB9129  COUNTRY     -  US
 AB9129  USGS QUAD   -  HARTLEY (2017)
 AB9129
 AB9129                         *CURRENT SURVEY CONTROL
 AB9129  ______________________________________________________________________
 AB9129* NAD 83(1986) POSITION- 44 24 06.     (N) 101 47 37.     (W)   SCALED
 AB9129* NAVD 88 ORTHO HEIGHT -   759.019 (meters)     2490.21  (feet) ADJUSTED
 AB9129  ______________________________________________________________________
 AB9129  GEOID HEIGHT    -        -20.585 (meters)                     GEOID18
 AB9129  DYNAMIC HEIGHT  -        758.819 (meters)     2489.56  (feet) COMP
 AB9129  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 AB9129
 AB9129  VERT ORDER      -  FIRST     CLASS II
 AB9129
 AB9129.The horizontal coordinates were scaled from a map and have
 AB9129.an estimated accuracy of +/- 6 seconds.
 AB9129
 AB9129.The orthometric height was determined by differential leveling and
 AB9129.adjusted by the NATIONAL GEODETIC SURVEY
 AB9129.in October 1997.
 AB9129
 AB9129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9129.GEOID18 height accuracy estimate available here.
 AB9129
 AB9129.Click photographs - Photos may exist for this station.
 AB9129
 AB9129.The dynamic height is computed by dividing the NAVD 88
 AB9129.geopotential number by the normal gravity value computed on the
 AB9129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9129.degrees latitude (g = 980.6199 gals.).
 AB9129
 AB9129.The modeled gravity was interpolated from observed gravity values.
 AB9129
 AB9129;                    North         East    Units  Estimated Accuracy
 AB9129;SPC SD S     -   230,810.      483,680.      MT  (+/- 180 meters Scaled)
 AB9129
 AB9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ775202(NAD 83)
 AB9129
 AB9129                          SUPERSEDED SURVEY CONTROL
 AB9129
 AB9129.No superseded survey control is available for this station.
 AB9129
 AB9129_MARKER: DD = SURVEY DISK
 AB9129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9129_STAMPING: 34-136.03
 AB9129_MARK LOGO: SDDT
 AB9129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9129+STABILITY: SURFACE MOTION
 AB9129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9129+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9129
 AB9129  HISTORY     - Date     Condition        Report By
 AB9129  HISTORY     - UNK      MONUMENTED       SDDT
 AB9129  HISTORY     - 19950605 GOOD             NGS
 AB9129  HISTORY     - 20120612 GOOD             INDIV
 AB9129
 AB9129                          STATION DESCRIPTION
 AB9129
 AB9129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9129'36.7 KM (22.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9129'OF STATE HIGHWAY 73 IN HOWES, 56.9 M (186.7 FT) NORTHEAST OF MILEPOST
 AB9129'136, 29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT)
 AB9129'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW
 AB9129'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AB9129'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9129'ABOVE THE GROUND SURFACE.
 AB9129
 AB9129                          STATION RECOVERY (2012)
 AB9129
 AB9129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9128 ***********************************************************************
 AB9128  DESIGNATION -  34 137.0
 AB9128  PID         -  AB9128
 AB9128  STATE/COUNTY-  SD/HAAKON
 AB9128  COUNTRY     -  US
 AB9128  USGS QUAD   -  HARTLEY (2017)
 AB9128
 AB9128                         *CURRENT SURVEY CONTROL
 AB9128  ______________________________________________________________________
 AB9128* NAD 83(1986) POSITION- 44 24 06.     (N) 101 46 26.     (W)   SCALED
 AB9128* NAVD 88 ORTHO HEIGHT -   757.187 (meters)     2484.20  (feet) ADJUSTED
 AB9128  ______________________________________________________________________
 AB9128  GEOID HEIGHT    -        -20.644 (meters)                     GEOID18
 AB9128  DYNAMIC HEIGHT  -        756.988 (meters)     2483.55  (feet) COMP
 AB9128  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 AB9128
 AB9128  VERT ORDER      -  FIRST     CLASS II
 AB9128
 AB9128.The horizontal coordinates were scaled from a map and have
 AB9128.an estimated accuracy of +/- 6 seconds.
 AB9128
 AB9128.The orthometric height was determined by differential leveling and
 AB9128.adjusted by the NATIONAL GEODETIC SURVEY
 AB9128.in October 1997.
 AB9128
 AB9128.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9128.GEOID18 height accuracy estimate available here.
 AB9128
 AB9128.Click photographs - Photos may exist for this station.
 AB9128
 AB9128.The dynamic height is computed by dividing the NAVD 88
 AB9128.geopotential number by the normal gravity value computed on the
 AB9128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9128.degrees latitude (g = 980.6199 gals.).
 AB9128
 AB9128.The modeled gravity was interpolated from observed gravity values.
 AB9128
 AB9128;                    North         East    Units  Estimated Accuracy
 AB9128;SPC SD S     -   230,780.      485,250.      MT  (+/- 180 meters Scaled)
 AB9128
 AB9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ791202(NAD 83)
 AB9128
 AB9128                          SUPERSEDED SURVEY CONTROL
 AB9128
 AB9128.No superseded survey control is available for this station.
 AB9128
 AB9128_MARKER: DD = SURVEY DISK
 AB9128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9128_STAMPING: 34-137.0
 AB9128_MARK LOGO: SDDT
 AB9128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9128+STABILITY: SURFACE MOTION
 AB9128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9128+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9128
 AB9128  HISTORY     - Date     Condition        Report By
 AB9128  HISTORY     - UNK      MONUMENTED       SDDT
 AB9128  HISTORY     - 19950605 GOOD             NGS
 AB9128  HISTORY     - 20120612 GOOD             INDIV
 AB9128
 AB9128                          STATION DESCRIPTION
 AB9128
 AB9128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9128'38.3 KM (23.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9128'OF STATE HIGHWAY 73 IN HOWES, 41.8 M (137.1 FT) NORTH OF MILEPOST 137,
 AB9128'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW
 AB9128'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AB9128'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9128'SURFACE.
 AB9128
 AB9128                          STATION RECOVERY (2012)
 AB9128
 AB9128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9127 ***********************************************************************
 AB9127  DESIGNATION -  34 138.0
 AB9127  PID         -  AB9127
 AB9127  STATE/COUNTY-  SD/HAAKON
 AB9127  COUNTRY     -  US
 AB9127  USGS QUAD   -  HARTLEY (2017)
 AB9127
 AB9127                         *CURRENT SURVEY CONTROL
 AB9127  ______________________________________________________________________
 AB9127* NAD 83(1986) POSITION- 44 24 05.     (N) 101 45 14.     (W)   SCALED
 AB9127* NAVD 88 ORTHO HEIGHT -   756.410 (meters)     2481.66  (feet) ADJUSTED
 AB9127  ______________________________________________________________________
 AB9127  GEOID HEIGHT    -        -20.705 (meters)                     GEOID18
 AB9127  DYNAMIC HEIGHT  -        756.211 (meters)     2481.00  (feet) COMP
 AB9127  MODELED GRAVITY -    980,328.8   (mgal)                       NAVD 88
 AB9127
 AB9127  VERT ORDER      -  FIRST     CLASS II
 AB9127
 AB9127.The horizontal coordinates were scaled from a map and have
 AB9127.an estimated accuracy of +/- 6 seconds.
 AB9127
 AB9127.The orthometric height was determined by differential leveling and
 AB9127.adjusted by the NATIONAL GEODETIC SURVEY
 AB9127.in October 1997.
 AB9127
 AB9127.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9127.GEOID18 height accuracy estimate available here.
 AB9127
 AB9127.Click photographs - Photos may exist for this station.
 AB9127
 AB9127.The dynamic height is computed by dividing the NAVD 88
 AB9127.geopotential number by the normal gravity value computed on the
 AB9127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9127.degrees latitude (g = 980.6199 gals.).
 AB9127
 AB9127.The modeled gravity was interpolated from observed gravity values.
 AB9127
 AB9127;                    North         East    Units  Estimated Accuracy
 AB9127;SPC SD S     -   230,720.      486,840.      MT  (+/- 180 meters Scaled)
 AB9127
 AB9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ807201(NAD 83)
 AB9127
 AB9127                          SUPERSEDED SURVEY CONTROL
 AB9127
 AB9127.No superseded survey control is available for this station.
 AB9127
 AB9127_MARKER: DD = SURVEY DISK
 AB9127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9127_STAMPING: 34-138.0
 AB9127_MARK LOGO: SDDT
 AB9127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9127+STABILITY: SURFACE MOTION
 AB9127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9127+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 AB9127
 AB9127  HISTORY     - Date     Condition        Report By
 AB9127  HISTORY     - UNK      MONUMENTED       SDDT
 AB9127  HISTORY     - 19950605 GOOD             NGS
 AB9127
 AB9127                          STATION DESCRIPTION
 AB9127
 AB9127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9127'39.9 KM (24.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9127'OF STATE HIGHWAY 73 IN HOWES, 42.2 M (138.5 FT) NORTH OF MILEPOST 138,
 AB9127'30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT)
 AB9127'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.7 M (8.9 FT) EAST
 AB9127'OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9127'0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AB9127'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9126 ***********************************************************************
 AB9126  DESIGNATION -  34 139.03
 AB9126  PID         -  AB9126
 AB9126  STATE/COUNTY-  SD/HAAKON
 AB9126  COUNTRY     -  US
 AB9126  USGS QUAD   -  MILESVILLE (2017)
 AB9126
 AB9126                         *CURRENT SURVEY CONTROL
 AB9126  ______________________________________________________________________
 AB9126* NAD 83(1986) POSITION- 44 24 06.     (N) 101 43 59.     (W)   SCALED
 AB9126* NAVD 88 ORTHO HEIGHT -   755.432 (meters)     2478.45  (feet) ADJUSTED
 AB9126  ______________________________________________________________________
 AB9126  GEOID HEIGHT    -        -20.766 (meters)                     GEOID18
 AB9126  DYNAMIC HEIGHT  -        755.232 (meters)     2477.79  (feet) COMP
 AB9126  MODELED GRAVITY -    980,328.4   (mgal)                       NAVD 88
 AB9126
 AB9126  VERT ORDER      -  FIRST     CLASS II
 AB9126
 AB9126.The horizontal coordinates were scaled from a map and have
 AB9126.an estimated accuracy of +/- 6 seconds.
 AB9126
 AB9126.The orthometric height was determined by differential leveling and
 AB9126.adjusted by the NATIONAL GEODETIC SURVEY
 AB9126.in October 1997.
 AB9126
 AB9126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9126.GEOID18 height accuracy estimate available here.
 AB9126
 AB9126.Click photographs - Photos may exist for this station.
 AB9126
 AB9126.The dynamic height is computed by dividing the NAVD 88
 AB9126.geopotential number by the normal gravity value computed on the
 AB9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9126.degrees latitude (g = 980.6199 gals.).
 AB9126
 AB9126.The modeled gravity was interpolated from observed gravity values.
 AB9126
 AB9126;                    North         East    Units  Estimated Accuracy
 AB9126;SPC SD S     -   230,720.      488,500.      MT  (+/- 180 meters Scaled)
 AB9126
 AB9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ823201(NAD 83)
 AB9126
 AB9126                          SUPERSEDED SURVEY CONTROL
 AB9126
 AB9126.No superseded survey control is available for this station.
 AB9126
 AB9126_MARKER: Z = SEE DESCRIPTION
 AB9126_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9126_STAMPING: 34-139.03 1995
 AB9126_PROJECTION: FLUSH
 AB9126_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9126+STABILITY: POSITION/ELEVATION WELL
 AB9126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9126+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 AB9126_ROD/PIPE-DEPTH: 6.4 meters
 AB9126_SLEEVE-DEPTH  : 4.0 meters
 AB9126
 AB9126  HISTORY     - Date     Condition        Report By
 AB9126  HISTORY     - 1995     MONUMENTED       SDDT
 AB9126  HISTORY     - 19950718 GOOD             NGS
 AB9126
 AB9126                          STATION DESCRIPTION
 AB9126
 AB9126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9126'41.5 KM (25.80 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9126'OF STATE HIGHWAY 73 IN HOWES, 62.2 M (204.1 FT) NORTHEAST OF MILEPOST
 AB9126'139, 29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT)
 AB9126'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW
 AB9126'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST,
 AB9126'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 AB9126'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 AB9126'AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AB9126'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9125 ***********************************************************************
 AB9125  DESIGNATION -  34 140.17
 AB9125  PID         -  AB9125
 AB9125  STATE/COUNTY-  SD/HAAKON
 AB9125  COUNTRY     -  US
 AB9125  USGS QUAD   -  MILESVILLE (2017)
 AB9125
 AB9125                         *CURRENT SURVEY CONTROL
 AB9125  ______________________________________________________________________
 AB9125* NAD 83(1986) POSITION- 44 24 06.     (N) 101 42 40.     (W)   SCALED
 AB9125* NAVD 88 ORTHO HEIGHT -   757.829 (meters)     2486.31  (feet) ADJUSTED
 AB9125  ______________________________________________________________________
 AB9125  GEOID HEIGHT    -        -20.832 (meters)                     GEOID18
 AB9125  DYNAMIC HEIGHT  -        757.629 (meters)     2485.65  (feet) COMP
 AB9125  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 AB9125
 AB9125  VERT ORDER      -  FIRST     CLASS II
 AB9125
 AB9125.The horizontal coordinates were scaled from a map and have
 AB9125.an estimated accuracy of +/- 6 seconds.
 AB9125
 AB9125.The orthometric height was determined by differential leveling and
 AB9125.adjusted by the NATIONAL GEODETIC SURVEY
 AB9125.in October 1997.
 AB9125
 AB9125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9125.GEOID18 height accuracy estimate available here.
 AB9125
 AB9125.Click photographs - Photos may exist for this station.
 AB9125
 AB9125.The dynamic height is computed by dividing the NAVD 88
 AB9125.geopotential number by the normal gravity value computed on the
 AB9125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9125.degrees latitude (g = 980.6199 gals.).
 AB9125
 AB9125.The modeled gravity was interpolated from observed gravity values.
 AB9125
 AB9125;                    North         East    Units  Estimated Accuracy
 AB9125;SPC SD S     -   230,700.      490,250.      MT  (+/- 180 meters Scaled)
 AB9125
 AB9125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ841200(NAD 83)
 AB9125
 AB9125                          SUPERSEDED SURVEY CONTROL
 AB9125
 AB9125.No superseded survey control is available for this station.
 AB9125
 AB9125_MARKER: DD = SURVEY DISK
 AB9125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9125_STAMPING: 34-140.17
 AB9125_MARK LOGO: SDDT
 AB9125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9125+STABILITY: SURFACE MOTION
 AB9125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9125+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9125
 AB9125  HISTORY     - Date     Condition        Report By
 AB9125  HISTORY     - UNK      MONUMENTED       SDDT
 AB9125  HISTORY     - 19950718 GOOD             NGS
 AB9125  HISTORY     - 20120612 GOOD             INDIV
 AB9125
 AB9125                          STATION DESCRIPTION
 AB9125
 AB9125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9125'43.3 KM (26.90 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9125'OF STATE HIGHWAY 73 IN HOWES, 204.0 M (669.3 FT) EAST OF MILEPOST 140,
 AB9125'30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT)
 AB9125'SOUTH OF A FENCE CORNER, 2.9 M (9.5 FT) EAST OF THE CENTER OF A FIELD
 AB9125'ENTRANCE AND GATE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5
 AB9125'M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB9125'GROUND SURFACE.
 AB9125
 AB9125                          STATION RECOVERY (2012)
 AB9125
 AB9125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9124 ***********************************************************************
 AB9124  DESIGNATION -  34 141.03
 AB9124  PID         -  AB9124
 AB9124  STATE/COUNTY-  SD/HAAKON
 AB9124  COUNTRY     -  US
 AB9124  USGS QUAD   -  MILESVILLE (2017)
 AB9124
 AB9124                         *CURRENT SURVEY CONTROL
 AB9124  ______________________________________________________________________
 AB9124* NAD 83(1986) POSITION- 44 24 06.     (N) 101 41 34.     (W)   SCALED
 AB9124* NAVD 88 ORTHO HEIGHT -   752.986 (meters)     2470.42  (feet) ADJUSTED
 AB9124  ______________________________________________________________________
 AB9124  GEOID HEIGHT    -        -20.886 (meters)                     GEOID18
 AB9124  DYNAMIC HEIGHT  -        752.789 (meters)     2469.78  (feet) COMP
 AB9124  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 AB9124
 AB9124  VERT ORDER      -  FIRST     CLASS II
 AB9124
 AB9124.The horizontal coordinates were scaled from a map and have
 AB9124.an estimated accuracy of +/- 6 seconds.
 AB9124
 AB9124.The orthometric height was determined by differential leveling and
 AB9124.adjusted by the NATIONAL GEODETIC SURVEY
 AB9124.in October 1997.
 AB9124
 AB9124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9124.GEOID18 height accuracy estimate available here.
 AB9124
 AB9124.Click photographs - Photos may exist for this station.
 AB9124
 AB9124.The dynamic height is computed by dividing the NAVD 88
 AB9124.geopotential number by the normal gravity value computed on the
 AB9124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9124.degrees latitude (g = 980.6199 gals.).
 AB9124
 AB9124.The modeled gravity was interpolated from observed gravity values.
 AB9124
 AB9124;                    North         East    Units  Estimated Accuracy
 AB9124;SPC SD S     -   230,670.      491,710.      MT  (+/- 180 meters Scaled)
 AB9124
 AB9124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ855200(NAD 83)
 AB9124
 AB9124                          SUPERSEDED SURVEY CONTROL
 AB9124
 AB9124.No superseded survey control is available for this station.
 AB9124
 AB9124_MARKER: DD = SURVEY DISK
 AB9124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9124_STAMPING: 34-141.03
 AB9124_MARK LOGO: SDDT
 AB9124_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9124+STABILITY: SURFACE MOTION
 AB9124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9124+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9124
 AB9124  HISTORY     - Date     Condition        Report By
 AB9124  HISTORY     - UNK      MONUMENTED       SDDT
 AB9124  HISTORY     - 19950718 GOOD             NGS
 AB9124  HISTORY     - 20120612 GOOD             INDIV
 AB9124
 AB9124                          STATION DESCRIPTION
 AB9124
 AB9124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9124'44.7 KM (27.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB9124'OF STATE HIGHWAY 73 IN HOWES, 58.0 M (190.3 FT) NORTHEAST OF MILEPOST
 AB9124'141, 22.2 M (72.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.8 M (51.8
 AB9124'FT) NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 10.3 M
 AB9124'(33.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW
 AB9124'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 AB9124'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9124
 AB9124                          STATION RECOVERY (2012)
 AB9124
 AB9124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9123 ***********************************************************************
 AB9123  DESIGNATION -  34 142.0
 AB9123  PID         -  AB9123
 AB9123  STATE/COUNTY-  SD/HAAKON
 AB9123  COUNTRY     -  US
 AB9123  USGS QUAD   -  MILESVILLE (2017)
 AB9123
 AB9123                         *CURRENT SURVEY CONTROL
 AB9123  ______________________________________________________________________
 AB9123* NAD 83(1986) POSITION- 44 24 03.59   (N) 101 40 18.90   (W)   HD_HELD1
 AB9123* NAVD 88 ORTHO HEIGHT -   756.303 (meters)     2481.30  (feet) ADJUSTED
 AB9123  ______________________________________________________________________
 AB9123  GEOID HEIGHT    -        -20.946 (meters)                     GEOID18
 AB9123  DYNAMIC HEIGHT  -        756.106 (meters)     2480.66  (feet) COMP
 AB9123  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 AB9123
 AB9123  VERT ORDER      -  FIRST     CLASS II
 AB9123
 AB9123.The horizontal coordinates were determined by differentially corrected
 AB9123.hand held GPS observations or other comparable positioning techniques
 AB9123.and have an estimated accuracy of +/- 3 meters.
 AB9123
 AB9123.The orthometric height was determined by differential leveling and
 AB9123.adjusted by the NATIONAL GEODETIC SURVEY
 AB9123.in October 1997.
 AB9123
 AB9123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9123.GEOID18 height accuracy estimate available here.
 AB9123
 AB9123.Click photographs - Photos may exist for this station.
 AB9123
 AB9123.The dynamic height is computed by dividing the NAVD 88
 AB9123.geopotential number by the normal gravity value computed on the
 AB9123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9123.degrees latitude (g = 980.6199 gals.).
 AB9123
 AB9123.The modeled gravity was interpolated from observed gravity values.
 AB9123
 AB9123;                    North         East    Units  Estimated Accuracy
 AB9123;SPC SD S     -   230,569.7     493,367.7     MT  (+/- 3 meters HH1 GPS) 
 AB9123
 AB9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8722719884(NAD 83)
 AB9123
 AB9123                          SUPERSEDED SURVEY CONTROL
 AB9123
 AB9123.No superseded survey control is available for this station.
 AB9123
 AB9123_MARKER: DD = SURVEY DISK
 AB9123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9123_STAMPING: 34-142.0
 AB9123_MARK LOGO: SDDT
 AB9123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9123+STABILITY: SURFACE MOTION
 AB9123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9123+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9123
 AB9123  HISTORY     - Date     Condition        Report By
 AB9123  HISTORY     - UNK      MONUMENTED       SDDT
 AB9123  HISTORY     - 19950718 GOOD             NGS
 AB9123  HISTORY     - 20120612 GOOD             INDIV
 AB9123
 AB9123                          STATION DESCRIPTION
 AB9123
 AB9123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9123'54.0 KM (33.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9123'OFFICE IN HAYES, 69.5 M (228.0 FT) WEST OF A T-FENCE CORNER, 55.0 M
 AB9123'(180.4 FT) EAST OF A T-FENCE CORNER, 29.9 M (98.1 FT) SOUTH OF THE
 AB9123'HIGHWAY CENTERLINE, 18.3 M (60.0 FT) SOUTH OF MILEPOST 142, 0.5 M (1.6
 AB9123'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AB9123'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9123
 AB9123                          STATION RECOVERY (2012)
 AB9123
 AB9123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9122 ***********************************************************************
 AB9122  DESIGNATION -  34 143.1
 AB9122  PID         -  AB9122
 AB9122  STATE/COUNTY-  SD/HAAKON
 AB9122  COUNTRY     -  US
 AB9122  USGS QUAD   -  MILESVILLE (2017)
 AB9122
 AB9122                         *CURRENT SURVEY CONTROL
 AB9122  ______________________________________________________________________
 AB9122* NAD 83(1986) POSITION- 44 24 02.     (N) 101 39 00.     (W)   SCALED
 AB9122* NAVD 88 ORTHO HEIGHT -   732.488 (meters)     2403.17  (feet) ADJUSTED
 AB9122  ______________________________________________________________________
 AB9122  GEOID HEIGHT    -        -21.009 (meters)                     GEOID18
 AB9122  DYNAMIC HEIGHT  -        732.298 (meters)     2402.55  (feet) COMP
 AB9122  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 AB9122
 AB9122  VERT ORDER      -  FIRST     CLASS II
 AB9122
 AB9122.The horizontal coordinates were scaled from a map and have
 AB9122.an estimated accuracy of +/- 6 seconds.
 AB9122
 AB9122.The orthometric height was determined by differential leveling and
 AB9122.adjusted by the NATIONAL GEODETIC SURVEY
 AB9122.in October 1997.
 AB9122
 AB9122.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9122.GEOID18 height accuracy estimate available here.
 AB9122
 AB9122.Click photographs - Photos may exist for this station.
 AB9122
 AB9122.The dynamic height is computed by dividing the NAVD 88
 AB9122.geopotential number by the normal gravity value computed on the
 AB9122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9122.degrees latitude (g = 980.6199 gals.).
 AB9122
 AB9122.The modeled gravity was interpolated from observed gravity values.
 AB9122
 AB9122;                    North         East    Units  Estimated Accuracy
 AB9122;SPC SD S     -   230,490.      495,110.      MT  (+/- 180 meters Scaled)
 AB9122
 AB9122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ889197(NAD 83)
 AB9122
 AB9122                          SUPERSEDED SURVEY CONTROL
 AB9122
 AB9122.No superseded survey control is available for this station.
 AB9122
 AB9122_MARKER: DD = SURVEY DISK
 AB9122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9122_STAMPING: 34-143.1
 AB9122_MARK LOGO: SDDT
 AB9122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9122+STABILITY: SURFACE MOTION
 AB9122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9122+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9122
 AB9122  HISTORY     - Date     Condition        Report By
 AB9122  HISTORY     - UNK      MONUMENTED       SDDT
 AB9122  HISTORY     - 19950718 GOOD             NGS
 AB9122  HISTORY     - 20120612 GOOD             INDIV
 AB9122
 AB9122                          STATION DESCRIPTION
 AB9122
 AB9122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9122'52.2 KM (32.45 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9122'OFFICE IN HAYES, 148.0 M (485.6 FT) EAST OF MILEPOST 143, 29.9 M (98.1
 AB9122'FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.4 M (7.9 FT) EAST OF THE EAST
 AB9122'END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB9122'HIGHWAY, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 AB9122'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9122'GROUND SURFACE.
 AB9122
 AB9122                          STATION RECOVERY (2012)
 AB9122
 AB9122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9120 ***********************************************************************
 AB9120  DESIGNATION -  34 144.00
 AB9120  PID         -  AB9120
 AB9120  STATE/COUNTY-  SD/HAAKON
 AB9120  COUNTRY     -  US
 AB9120  USGS QUAD   -  MILESVILLE (2017)
 AB9120
 AB9120                         *CURRENT SURVEY CONTROL
 AB9120  ______________________________________________________________________
 AB9120* NAD 83(1986) POSITION- 44 24 03.     (N) 101 37 55.     (W)   SCALED
 AB9120* NAVD 88 ORTHO HEIGHT -   732.889 (meters)     2404.49  (feet) ADJUSTED
 AB9120  ______________________________________________________________________
 AB9120  GEOID HEIGHT    -        -21.060 (meters)                     GEOID18
 AB9120  DYNAMIC HEIGHT  -        732.699 (meters)     2403.86  (feet) COMP
 AB9120  MODELED GRAVITY -    980,335.0   (mgal)                       NAVD 88
 AB9120
 AB9120  VERT ORDER      -  FIRST     CLASS II
 AB9120
 AB9120.The horizontal coordinates were scaled from a map and have
 AB9120.an estimated accuracy of +/- 6 seconds.
 AB9120
 AB9120.The orthometric height was determined by differential leveling and
 AB9120.adjusted by the NATIONAL GEODETIC SURVEY
 AB9120.in October 1997.
 AB9120
 AB9120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9120.GEOID18 height accuracy estimate available here.
 AB9120
 AB9120.Click photographs - Photos may exist for this station.
 AB9120
 AB9120.The dynamic height is computed by dividing the NAVD 88
 AB9120.geopotential number by the normal gravity value computed on the
 AB9120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9120.degrees latitude (g = 980.6199 gals.).
 AB9120
 AB9120.The modeled gravity was interpolated from observed gravity values.
 AB9120
 AB9120;                    North         East    Units  Estimated Accuracy
 AB9120;SPC SD S     -   230,500.      496,550.      MT  (+/- 180 meters Scaled)
 AB9120
 AB9120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ904197(NAD 83)
 AB9120
 AB9120                          SUPERSEDED SURVEY CONTROL
 AB9120
 AB9120.No superseded survey control is available for this station.
 AB9120
 AB9120_MARKER: Z = SEE DESCRIPTION
 AB9120_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9120_STAMPING: 34-144.00 1995
 AB9120_MARK LOGO: NGS
 AB9120_PROJECTION: FLUSH
 AB9120_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9120+STABILITY: POSITION/ELEVATION WELL
 AB9120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9120+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9120_ROD/PIPE-DEPTH: 6.4 meters
 AB9120_SLEEVE-DEPTH  : 4.0 meters
 AB9120
 AB9120  HISTORY     - Date     Condition        Report By
 AB9120  HISTORY     - 1995     MONUMENTED       SDDT
 AB9120  HISTORY     - 19950718 GOOD             NGS
 AB9120  HISTORY     - 20120612 GOOD             INDIV
 AB9120
 AB9120                          STATION DESCRIPTION
 AB9120
 AB9120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9120'50.8 KM (31.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9120'OFFICE IN HAYES, 30.2 M (99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AB9120'18.9 M (62.0 FT) SOUTH OF MILEPOST 144, 1.5 M (4.9 FT) BELOW THE LEVEL
 AB9120'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST, AND 0.3 M
 AB9120'(1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS
 AB9120'A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO
 AB9120'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AB9120'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB9120
 AB9120                          STATION RECOVERY (2012)
 AB9120
 AB9120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9119 ***********************************************************************
 AB9119  DESIGNATION -  34 145.0
 AB9119  PID         -  AB9119
 AB9119  STATE/COUNTY-  SD/HAAKON
 AB9119  COUNTRY     -  US
 AB9119  USGS QUAD   -  MURRAY DRAW (2017)
 AB9119
 AB9119                         *CURRENT SURVEY CONTROL
 AB9119  ______________________________________________________________________
 AB9119* NAD 83(1986) POSITION- 44 24 04.     (N) 101 36 43.     (W)   SCALED
 AB9119* NAVD 88 ORTHO HEIGHT -   723.817 (meters)     2374.72  (feet) ADJUSTED
 AB9119  ______________________________________________________________________
 AB9119  GEOID HEIGHT    -        -21.115 (meters)                     GEOID18
 AB9119  DYNAMIC HEIGHT  -        723.630 (meters)     2374.11  (feet) COMP
 AB9119  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 AB9119
 AB9119  VERT ORDER      -  FIRST     CLASS II
 AB9119
 AB9119.The horizontal coordinates were scaled from a map and have
 AB9119.an estimated accuracy of +/- 6 seconds.
 AB9119
 AB9119.The orthometric height was determined by differential leveling and
 AB9119.adjusted by the NATIONAL GEODETIC SURVEY
 AB9119.in October 1997.
 AB9119
 AB9119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9119.GEOID18 height accuracy estimate available here.
 AB9119
 AB9119.Click photographs - Photos may exist for this station.
 AB9119
 AB9119.The dynamic height is computed by dividing the NAVD 88
 AB9119.geopotential number by the normal gravity value computed on the
 AB9119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9119.degrees latitude (g = 980.6199 gals.).
 AB9119
 AB9119.The modeled gravity was interpolated from observed gravity values.
 AB9119
 AB9119;                    North         East    Units  Estimated Accuracy
 AB9119;SPC SD S     -   230,510.      498,150.      MT  (+/- 180 meters Scaled)
 AB9119
 AB9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ920197(NAD 83)
 AB9119
 AB9119                          SUPERSEDED SURVEY CONTROL
 AB9119
 AB9119.No superseded survey control is available for this station.
 AB9119
 AB9119_MARKER: DD = SURVEY DISK
 AB9119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9119_STAMPING: 34-145.0
 AB9119_MARK LOGO: SDDT
 AB9119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9119+STABILITY: SURFACE MOTION
 AB9119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9119+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9119
 AB9119  HISTORY     - Date     Condition        Report By
 AB9119  HISTORY     - UNK      MONUMENTED       SDDT
 AB9119  HISTORY     - 19950718 GOOD             NGS
 AB9119  HISTORY     - 20120612 GOOD             INDIV
 AB9119
 AB9119                          STATION DESCRIPTION
 AB9119
 AB9119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9119'49.2 KM (30.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9119'OFFICE IN HAYES, 30.2 M (99.1 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AB9119'19.2 M (63.0 FT) SOUTH OF MILEPOST 145, 0.5 M (1.6 FT) NORTH OF A
 AB9119'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9119'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9119'ABOVE THE GROUND SURFACE.
 AB9119
 AB9119                          STATION RECOVERY (2012)
 AB9119
 AB9119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9118 ***********************************************************************
 AB9118  DESIGNATION -  34 146.05
 AB9118  PID         -  AB9118
 AB9118  STATE/COUNTY-  SD/HAAKON
 AB9118  COUNTRY     -  US
 AB9118  USGS QUAD   -  MURRAY DRAW (2017)
 AB9118
 AB9118                         *CURRENT SURVEY CONTROL
 AB9118  ______________________________________________________________________
 AB9118* NAD 83(1986) POSITION- 44 24 04.     (N) 101 35 25.     (W)   SCALED
 AB9118* NAVD 88 ORTHO HEIGHT -   714.937 (meters)     2345.59  (feet) ADJUSTED
 AB9118  ______________________________________________________________________
 AB9118  GEOID HEIGHT    -        -21.174 (meters)                     GEOID18
 AB9118  DYNAMIC HEIGHT  -        714.756 (meters)     2345.00  (feet) COMP
 AB9118  MODELED GRAVITY -    980,340.3   (mgal)                       NAVD 88
 AB9118
 AB9118  VERT ORDER      -  FIRST     CLASS II
 AB9118
 AB9118.The horizontal coordinates were scaled from a map and have
 AB9118.an estimated accuracy of +/- 6 seconds.
 AB9118
 AB9118.The orthometric height was determined by differential leveling and
 AB9118.adjusted by the NATIONAL GEODETIC SURVEY
 AB9118.in October 1997.
 AB9118
 AB9118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9118.GEOID18 height accuracy estimate available here.
 AB9118
 AB9118.Click photographs - Photos may exist for this station.
 AB9118
 AB9118.The dynamic height is computed by dividing the NAVD 88
 AB9118.geopotential number by the normal gravity value computed on the
 AB9118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9118.degrees latitude (g = 980.6199 gals.).
 AB9118
 AB9118.The modeled gravity was interpolated from observed gravity values.
 AB9118
 AB9118;                    North         East    Units  Estimated Accuracy
 AB9118;SPC SD S     -   230,480.      499,870.      MT  (+/- 180 meters Scaled)
 AB9118
 AB9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ937196(NAD 83)
 AB9118
 AB9118                          SUPERSEDED SURVEY CONTROL
 AB9118
 AB9118.No superseded survey control is available for this station.
 AB9118
 AB9118_MARKER: DD = SURVEY DISK
 AB9118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9118_STAMPING: 34-146.05
 AB9118_MARK LOGO: SDDT
 AB9118_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9118+STABILITY: SURFACE MOTION
 AB9118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9118+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB9118
 AB9118  HISTORY     - Date     Condition        Report By
 AB9118  HISTORY     - UNK      MONUMENTED       SDDT
 AB9118  HISTORY     - 19950718 GOOD             NGS
 AB9118  HISTORY     - 20120612 GOOD             INDIV
 AB9118
 AB9118                          STATION DESCRIPTION
 AB9118
 AB9118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9118'47.5 KM (29.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9118'OFFICE IN HAYES, 67.7 M (222.1 FT) SOUTHEAST OF MILEPOST 146, 29.9 M
 AB9118'(98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) NORTH OF A
 AB9118'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9118'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9118'ABOVE THE GROUND SURFACE.
 AB9118
 AB9118                          STATION RECOVERY (2012)
 AB9118
 AB9118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9117 ***********************************************************************
 AB9117  DESIGNATION -  34 147.1
 AB9117  PID         -  AB9117
 AB9117  STATE/COUNTY-  SD/HAAKON
 AB9117  COUNTRY     -  US
 AB9117  USGS QUAD   -  MURRAY DRAW (2017)
 AB9117
 AB9117                         *CURRENT SURVEY CONTROL
 AB9117  ______________________________________________________________________
 AB9117* NAD 83(1986) POSITION- 44 24 01.     (N) 101 34 10.     (W)   SCALED
 AB9117* NAVD 88 ORTHO HEIGHT -   702.752 (meters)     2305.61  (feet) ADJUSTED
 AB9117  ______________________________________________________________________
 AB9117  GEOID HEIGHT    -        -21.233 (meters)                     GEOID18
 AB9117  DYNAMIC HEIGHT  -        702.576 (meters)     2305.03  (feet) COMP
 AB9117  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 AB9117
 AB9117  VERT ORDER      -  FIRST     CLASS II
 AB9117
 AB9117.The horizontal coordinates were scaled from a map and have
 AB9117.an estimated accuracy of +/- 6 seconds.
 AB9117
 AB9117.The orthometric height was determined by differential leveling and
 AB9117.adjusted by the NATIONAL GEODETIC SURVEY
 AB9117.in October 1997.
 AB9117
 AB9117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9117.GEOID18 height accuracy estimate available here.
 AB9117
 AB9117.Click photographs - Photos may exist for this station.
 AB9117
 AB9117.The dynamic height is computed by dividing the NAVD 88
 AB9117.geopotential number by the normal gravity value computed on the
 AB9117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9117.degrees latitude (g = 980.6199 gals.).
 AB9117
 AB9117.The modeled gravity was interpolated from observed gravity values.
 AB9117
 AB9117;                    North         East    Units  Estimated Accuracy
 AB9117;SPC SD S     -   230,360.      501,530.      MT  (+/- 180 meters Scaled)
 AB9117
 AB9117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ953195(NAD 83)
 AB9117
 AB9117                          SUPERSEDED SURVEY CONTROL
 AB9117
 AB9117.No superseded survey control is available for this station.
 AB9117
 AB9117_MARKER: DD = SURVEY DISK
 AB9117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9117_STAMPING: 34-147.1
 AB9117_MARK LOGO: SDDT
 AB9117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9117+STABILITY: SURFACE MOTION
 AB9117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9117+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9117
 AB9117  HISTORY     - Date     Condition        Report By
 AB9117  HISTORY     - UNK      MONUMENTED       SDDT
 AB9117  HISTORY     - 19950718 GOOD             NGS
 AB9117  HISTORY     - 20120607 GOOD             INDIV
 AB9117
 AB9117                          STATION DESCRIPTION
 AB9117
 AB9117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9117'45.8 KM (28.45 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9117'OFFICE IN HAYES, 143.0 M (469.2 FT) EAST OF MILEPOST 147, 29.9 M (98.1
 AB9117'FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) EAST OF THE
 AB9117'CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) NORTH OF A FENCE,
 AB9117'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AB9117'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9117
 AB9117                          STATION RECOVERY (2012)
 AB9117
 AB9117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9116 ***********************************************************************
 AB9116  DESIGNATION -  34 147.85
 AB9116  PID         -  AB9116
 AB9116  STATE/COUNTY-  SD/HAAKON
 AB9116  COUNTRY     -  US
 AB9116  USGS QUAD   -  MURRAY DRAW (2017)
 AB9116
 AB9116                         *CURRENT SURVEY CONTROL
 AB9116  ______________________________________________________________________
 AB9116* NAD 83(1986) POSITION- 44 23 57.06   (N) 101 33 13.30   (W)   HD_HELD1
 AB9116* NAVD 88 ORTHO HEIGHT -   684.118 (meters)     2244.48  (feet) ADJUSTED
 AB9116  ______________________________________________________________________
 AB9116  GEOID HEIGHT    -        -21.276 (meters)                     GEOID18
 AB9116  DYNAMIC HEIGHT  -        683.948 (meters)     2243.92  (feet) COMP
 AB9116  MODELED GRAVITY -    980,347.1   (mgal)                       NAVD 88
 AB9116
 AB9116  VERT ORDER      -  FIRST     CLASS II
 AB9116
 AB9116.The horizontal coordinates were determined by differentially corrected
 AB9116.hand held GPS observations or other comparable positioning techniques
 AB9116.and have an estimated accuracy of +/- 3 meters.
 AB9116
 AB9116.The orthometric height was determined by differential leveling and
 AB9116.adjusted by the NATIONAL GEODETIC SURVEY
 AB9116.in October 1997.
 AB9116
 AB9116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9116.GEOID18 height accuracy estimate available here.
 AB9116
 AB9116.Click photographs - Photos may exist for this station.
 AB9116
 AB9116.The dynamic height is computed by dividing the NAVD 88
 AB9116.geopotential number by the normal gravity value computed on the
 AB9116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9116.degrees latitude (g = 980.6199 gals.).
 AB9116
 AB9116.The modeled gravity was interpolated from observed gravity values.
 AB9116
 AB9116;                    North         East    Units  Estimated Accuracy
 AB9116;SPC SD S     -   230,223.1     502,781.6     MT  (+/- 3 meters HH1 GPS) 
 AB9116
 AB9116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9663619382(NAD 83)
 AB9116
 AB9116                          SUPERSEDED SURVEY CONTROL
 AB9116
 AB9116.No superseded survey control is available for this station.
 AB9116
 AB9116_MARKER: DD = SURVEY DISK
 AB9116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9116_STAMPING: 34-147.85
 AB9116_MARK LOGO: SDDT
 AB9116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9116+STABILITY: SURFACE MOTION
 AB9116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9116+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9116
 AB9116  HISTORY     - Date     Condition        Report By
 AB9116  HISTORY     - UNK      MONUMENTED       SDDT
 AB9116  HISTORY     - 19950718 GOOD             NGS
 AB9116  HISTORY     - 20120607 GOOD             INDIV
 AB9116
 AB9116                          STATION DESCRIPTION
 AB9116
 AB9116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9116'44.6 KM (27.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9116'OFFICE IN HAYES, 240.0 M (787.4 FT) WEST OF MILEPOST 148, 29.4 M (96.5
 AB9116'FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH OF A FENCE,
 AB9116'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AB9116'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9116'GROUND SURFACE.
 AB9116
 AB9116                          STATION RECOVERY (2012)
 AB9116
 AB9116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9115 ***********************************************************************
 AB9115  DESIGNATION -  34 148.74
 AB9115  PID         -  AB9115
 AB9115  STATE/COUNTY-  SD/HAAKON
 AB9115  COUNTRY     -  US
 AB9115  USGS QUAD   -  MURRAY DRAW (2017)
 AB9115
 AB9115                         *CURRENT SURVEY CONTROL
 AB9115  ______________________________________________________________________
 AB9115* NAD 83(1986) POSITION- 44 24 04.     (N) 101 32 07.     (W)   SCALED
 AB9115* NAVD 88 ORTHO HEIGHT -   638.924 (meters)     2096.20  (feet) ADJUSTED
 AB9115  ______________________________________________________________________
 AB9115  GEOID HEIGHT    -        -21.323 (meters)                     GEOID18
 AB9115  DYNAMIC HEIGHT  -        638.764 (meters)     2095.68  (feet) COMP
 AB9115  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 AB9115
 AB9115  VERT ORDER      -  FIRST     CLASS II
 AB9115
 AB9115.The horizontal coordinates were scaled from a map and have
 AB9115.an estimated accuracy of +/- 6 seconds.
 AB9115
 AB9115.The orthometric height was determined by differential leveling and
 AB9115.adjusted by the NATIONAL GEODETIC SURVEY
 AB9115.in October 1997.
 AB9115
 AB9115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9115.GEOID18 height accuracy estimate available here.
 AB9115
 AB9115.Click photographs - Photos may exist for this station.
 AB9115
 AB9115.The dynamic height is computed by dividing the NAVD 88
 AB9115.geopotential number by the normal gravity value computed on the
 AB9115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9115.degrees latitude (g = 980.6199 gals.).
 AB9115
 AB9115.The modeled gravity was interpolated from observed gravity values.
 AB9115
 AB9115;                    North         East    Units  Estimated Accuracy
 AB9115;SPC SD S     -   230,420.      504,250.      MT  (+/- 180 meters Scaled)
 AB9115
 AB9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ981195(NAD 83)
 AB9115
 AB9115                          SUPERSEDED SURVEY CONTROL
 AB9115
 AB9115.No superseded survey control is available for this station.
 AB9115
 AB9115_MARKER: Z = SEE DESCRIPTION
 AB9115_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9115_STAMPING: 34-148.74 1995
 AB9115_MARK LOGO: NGS
 AB9115_PROJECTION: FLUSH
 AB9115_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9115+STABILITY: POSITION/ELEVATION WELL
 AB9115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9115+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9115_ROD/PIPE-DEPTH: 6.4 meters
 AB9115_SLEEVE-DEPTH  : 4.0 meters
 AB9115
 AB9115  HISTORY     - Date     Condition        Report By
 AB9115  HISTORY     - 1995     MONUMENTED       SDDT
 AB9115  HISTORY     - 19950718 GOOD             NGS
 AB9115  HISTORY     - 20120607 GOOD             INDIV
 AB9115
 AB9115                          STATION DESCRIPTION
 AB9115
 AB9115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9115'43.0 KM (26.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9115'OFFICE IN HAYES, 291.0 M (954.7 FT) WEST OF MILEPOST 149, 30.1 M (98.8
 AB9115'FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.6 M (44.6 FT) WEST OF THE
 AB9115'CENTER OF A CATTLE GUARD AND DRIVEWAY, 1.5 M (4.9 FT) BELOW THE LEVEL
 AB9115'OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) SOUTH
 AB9115'OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AB9115'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9115'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS
 AB9115'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AB9115'4-INCH PVC CAP.
 AB9115
 AB9115                          STATION RECOVERY (2012)
 AB9115
 AB9115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9114 ***********************************************************************
 AB9114  DESIGNATION -  34 149.98
 AB9114  PID         -  AB9114
 AB9114  STATE/COUNTY-  SD/HAAKON
 AB9114  COUNTRY     -  US
 AB9114  USGS QUAD   -  MURRAY DRAW (2017)
 AB9114
 AB9114                         *CURRENT SURVEY CONTROL
 AB9114  ______________________________________________________________________
 AB9114* NAD 83(1986) POSITION- 44 23 56.     (N) 101 30 49.     (W)   SCALED
 AB9114* NAVD 88 ORTHO HEIGHT -   692.279 (meters)     2271.25  (feet) ADJUSTED
 AB9114  ______________________________________________________________________
 AB9114  GEOID HEIGHT    -        -21.374 (meters)                     GEOID18
 AB9114  DYNAMIC HEIGHT  -        692.105 (meters)     2270.68  (feet) COMP
 AB9114  MODELED GRAVITY -    980,343.1   (mgal)                       NAVD 88
 AB9114
 AB9114  VERT ORDER      -  FIRST     CLASS II
 AB9114
 AB9114.The horizontal coordinates were scaled from a map and have
 AB9114.an estimated accuracy of +/- 6 seconds.
 AB9114
 AB9114.The orthometric height was determined by differential leveling and
 AB9114.adjusted by the NATIONAL GEODETIC SURVEY
 AB9114.in October 1997.
 AB9114
 AB9114.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9114.GEOID18 height accuracy estimate available here.
 AB9114
 AB9114.Click photographs - Photos may exist for this station.
 AB9114
 AB9114.The dynamic height is computed by dividing the NAVD 88
 AB9114.geopotential number by the normal gravity value computed on the
 AB9114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9114.degrees latitude (g = 980.6199 gals.).
 AB9114
 AB9114.The modeled gravity was interpolated from observed gravity values.
 AB9114
 AB9114;                    North         East    Units  Estimated Accuracy
 AB9114;SPC SD S     -   230,140.      505,970.      MT  (+/- 180 meters Scaled)
 AB9114
 AB9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ998192(NAD 83)
 AB9114
 AB9114                          SUPERSEDED SURVEY CONTROL
 AB9114
 AB9114.No superseded survey control is available for this station.
 AB9114
 AB9114_MARKER: DD = SURVEY DISK
 AB9114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9114_STAMPING: 34-149.98
 AB9114_MARK LOGO: SDDT
 AB9114_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9114+STABILITY: SURFACE MOTION
 AB9114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9114+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9114
 AB9114  HISTORY     - Date     Condition        Report By
 AB9114  HISTORY     - UNK      MONUMENTED       SDDT
 AB9114  HISTORY     - 19950718 GOOD             NGS
 AB9114  HISTORY     - 20120607 GOOD             INDIV
 AB9114
 AB9114                          STATION DESCRIPTION
 AB9114
 AB9114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9114'41.2 KM (25.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9114'OFFICE IN HAYES, 71.0 M (232.9 FT) WEST OF MILEPOST 150, 29.6 M (97.1
 AB9114'FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT) EAST OF THE
 AB9114'CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT) NORTH OF A FENCE,
 AB9114'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AB9114'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9114'GROUND SURFACE.
 AB9114
 AB9114                          STATION RECOVERY (2012)
 AB9114
 AB9114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9113 ***********************************************************************
 AB9113  DESIGNATION -  34 151.1
 AB9113  PID         -  AB9113
 AB9113  STATE/COUNTY-  SD/HAAKON
 AB9113  COUNTRY     -  US
 AB9113  USGS QUAD   -  MIDDLE DRAW (2017)
 AB9113
 AB9113                         *CURRENT SURVEY CONTROL
 AB9113  ______________________________________________________________________
 AB9113* NAD 83(1986) POSITION- 44 23 24.34   (N) 101 29 39.66   (W)   HD_HELD1
 AB9113* NAVD 88 ORTHO HEIGHT -   731.412 (meters)     2399.64  (feet) ADJUSTED
 AB9113  ______________________________________________________________________
 AB9113  GEOID HEIGHT    -        -21.424 (meters)                     GEOID18
 AB9113  DYNAMIC HEIGHT  -        731.225 (meters)     2399.03  (feet) COMP
 AB9113  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 AB9113
 AB9113  VERT ORDER      -  FIRST     CLASS II
 AB9113
 AB9113.The horizontal coordinates were determined by differentially corrected
 AB9113.hand held GPS observations or other comparable positioning techniques
 AB9113.and have an estimated accuracy of +/- 3 meters.
 AB9113
 AB9113.The orthometric height was determined by differential leveling and
 AB9113.adjusted by the NATIONAL GEODETIC SURVEY
 AB9113.in October 1997.
 AB9113
 AB9113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9113.GEOID18 height accuracy estimate available here.
 AB9113
 AB9113.Click photographs - Photos may exist for this station.
 AB9113
 AB9113.The dynamic height is computed by dividing the NAVD 88
 AB9113.geopotential number by the normal gravity value computed on the
 AB9113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9113.degrees latitude (g = 980.6199 gals.).
 AB9113
 AB9113.The modeled gravity was interpolated from observed gravity values.
 AB9113
 AB9113;                    North         East    Units  Estimated Accuracy
 AB9113;SPC SD S     -   229,145.5     507,494.8     MT  (+/- 3 meters HH1 GPS) 
 AB9113
 AB9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0133118227(NAD 83)
 AB9113
 AB9113                          SUPERSEDED SURVEY CONTROL
 AB9113
 AB9113.No superseded survey control is available for this station.
 AB9113
 AB9113_MARKER: DD = SURVEY DISK
 AB9113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9113_STAMPING: 34-151.1
 AB9113_MARK LOGO: SDDT
 AB9113_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9113+STABILITY: SURFACE MOTION
 AB9113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9113+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9113
 AB9113  HISTORY     - Date     Condition        Report By
 AB9113  HISTORY     - UNK      MONUMENTED       SDDT
 AB9113  HISTORY     - 19950718 GOOD             NGS
 AB9113  HISTORY     - 20120607 GOOD             INDIV
 AB9113
 AB9113                          STATION DESCRIPTION
 AB9113
 AB9113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9113'39.4 KM (24.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9113'OFFICE IN HAYES, 147.0 M (482.3 FT) EAST OF MILEPOST 151, 29.8 M (97.8
 AB9113'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) NORTHEAST OF A
 AB9113'T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AB9113'(1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AB9113'(0.3 FT) ABOVE THE GROUND SURFACE.
 AB9113
 AB9113                          STATION RECOVERY (2012)
 AB9113
 AB9113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9112 ***********************************************************************
 AB9112  DESIGNATION -  34 152.0
 AB9112  PID         -  AB9112
 AB9112  STATE/COUNTY-  SD/HAAKON
 AB9112  COUNTRY     -  US
 AB9112  USGS QUAD   -  MIDDLE DRAW (2017)
 AB9112
 AB9112                         *CURRENT SURVEY CONTROL
 AB9112  ______________________________________________________________________
 AB9112* NAD 83(1986) POSITION- 44 22 53.     (N) 101 28 54.     (W)   SCALED
 AB9112* NAVD 88 ORTHO HEIGHT -   739.051 (meters)     2424.70  (feet) ADJUSTED
 AB9112  ______________________________________________________________________
 AB9112  GEOID HEIGHT    -        -21.459 (meters)                     GEOID18
 AB9112  DYNAMIC HEIGHT  -        738.860 (meters)     2424.08  (feet) COMP
 AB9112  MODELED GRAVITY -    980,334.6   (mgal)                       NAVD 88
 AB9112
 AB9112  VERT ORDER      -  FIRST     CLASS II
 AB9112
 AB9112.The horizontal coordinates were scaled from a map and have
 AB9112.an estimated accuracy of +/- 6 seconds.
 AB9112
 AB9112.The orthometric height was determined by differential leveling and
 AB9112.adjusted by the NATIONAL GEODETIC SURVEY
 AB9112.in October 1997.
 AB9112
 AB9112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9112.GEOID18 height accuracy estimate available here.
 AB9112
 AB9112.Click photographs - Photos may exist for this station.
 AB9112
 AB9112.The dynamic height is computed by dividing the NAVD 88
 AB9112.geopotential number by the normal gravity value computed on the
 AB9112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9112.degrees latitude (g = 980.6199 gals.).
 AB9112
 AB9112.The modeled gravity was interpolated from observed gravity values.
 AB9112
 AB9112;                    North         East    Units  Estimated Accuracy
 AB9112;SPC SD S     -   228,160.      508,490.      MT  (+/- 180 meters Scaled)
 AB9112
 AB9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ023172(NAD 83)
 AB9112
 AB9112                          SUPERSEDED SURVEY CONTROL
 AB9112
 AB9112.No superseded survey control is available for this station.
 AB9112
 AB9112_MARKER: DD = SURVEY DISK
 AB9112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9112_STAMPING: 34-152.0
 AB9112_MARK LOGO: SDDT
 AB9112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9112+STABILITY: SURFACE MOTION
 AB9112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9112+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9112
 AB9112  HISTORY     - Date     Condition        Report By
 AB9112  HISTORY     - UNK      MONUMENTED       SDDT
 AB9112  HISTORY     - 19950718 GOOD             NGS
 AB9112  HISTORY     - 20120607 GOOD             INDIV
 AB9112
 AB9112                          STATION DESCRIPTION
 AB9112
 AB9112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9112'37.9 KM (23.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9112'OFFICE IN HAYES, 31.0 M (101.7 FT) SOUTHWEST OF THE HIGHWAY
 AB9112'CENTERLINE, 20.5 M (67.3 FT) SOUTHWEST OF MILEPOST 152, 1.0 M (3.3 FT)
 AB9112'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHEAST OF A FENCE,
 AB9112'0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AB9112'WITH THE GROUND SURFACE.
 AB9112
 AB9112                          STATION RECOVERY (2012)
 AB9112
 AB9112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9111 ***********************************************************************
 AB9111  DESIGNATION -  34 153.05
 AB9111  PID         -  AB9111
 AB9111  STATE/COUNTY-  SD/HAAKON
 AB9111  COUNTRY     -  US
 AB9111  USGS QUAD   -  MULE CREEK (2017)
 AB9111
 AB9111                         *CURRENT SURVEY CONTROL
 AB9111  ______________________________________________________________________
 AB9111* NAD 83(1986) POSITION- 44 22 11.     (N) 101 28 05.     (W)   SCALED
 AB9111* NAVD 88 ORTHO HEIGHT -   752.592 (meters)     2469.13  (feet) ADJUSTED
 AB9111  ______________________________________________________________________
 AB9111  GEOID HEIGHT    -        -21.498 (meters)                     GEOID18
 AB9111  DYNAMIC HEIGHT  -        752.395 (meters)     2468.48  (feet) COMP
 AB9111  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 AB9111
 AB9111  VERT ORDER      -  FIRST     CLASS II
 AB9111
 AB9111.The horizontal coordinates were scaled from a map and have
 AB9111.an estimated accuracy of +/- 6 seconds.
 AB9111
 AB9111.The orthometric height was determined by differential leveling and
 AB9111.adjusted by the NATIONAL GEODETIC SURVEY
 AB9111.in October 1997.
 AB9111
 AB9111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9111.GEOID18 height accuracy estimate available here.
 AB9111
 AB9111.Click photographs - Photos may exist for this station.
 AB9111
 AB9111.The dynamic height is computed by dividing the NAVD 88
 AB9111.geopotential number by the normal gravity value computed on the
 AB9111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9111.degrees latitude (g = 980.6199 gals.).
 AB9111
 AB9111.The modeled gravity was interpolated from observed gravity values.
 AB9111
 AB9111;                    North         East    Units  Estimated Accuracy
 AB9111;SPC SD S     -   226,850.      509,560.      MT  (+/- 180 meters Scaled)
 AB9111
 AB9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ033159(NAD 83)
 AB9111
 AB9111                          SUPERSEDED SURVEY CONTROL
 AB9111
 AB9111.No superseded survey control is available for this station.
 AB9111
 AB9111_MARKER: DD = SURVEY DISK
 AB9111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9111_STAMPING: 34-153.05
 AB9111_MARK LOGO: SDDT
 AB9111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9111+STABILITY: SURFACE MOTION
 AB9111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9111+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9111
 AB9111  HISTORY     - Date     Condition        Report By
 AB9111  HISTORY     - UNK      MONUMENTED       SDDT
 AB9111  HISTORY     - 19950718 GOOD             NGS
 AB9111  HISTORY     - 20120607 GOOD             INDIV
 AB9111
 AB9111                          STATION DESCRIPTION
 AB9111
 AB9111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9111'36.2 KM (22.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9111'OFFICE IN HAYES, 70.1 M (230.0 FT) SOUTHEAST OF MILEPOST 153, 29.2 M
 AB9111'(95.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT)
 AB9111'NORTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9111'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT
 AB9111'IS FLUSH WITH THE GROUND SURFACE.
 AB9111
 AB9111                          STATION RECOVERY (2012)
 AB9111
 AB9111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9110 ***********************************************************************
 AB9110  DESIGNATION -  34 154.00
 AB9110  PID         -  AB9110
 AB9110  STATE/COUNTY-  SD/HAAKON
 AB9110  COUNTRY     -  US
 AB9110  USGS QUAD   -  MULE CREEK (2017)
 AB9110
 AB9110                         *CURRENT SURVEY CONTROL
 AB9110  ______________________________________________________________________
 AB9110* NAD 83(1986) POSITION- 44 21 38.     (N) 101 27 11.     (W)   SCALED
 AB9110* NAVD 88 ORTHO HEIGHT -   770.895 (meters)     2529.18  (feet) ADJUSTED
 AB9110  ______________________________________________________________________
 AB9110  GEOID HEIGHT    -        -21.539 (meters)                     GEOID18
 AB9110  DYNAMIC HEIGHT  -        770.689 (meters)     2528.50  (feet) COMP
 AB9110  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 AB9110
 AB9110  VERT ORDER      -  FIRST     CLASS II
 AB9110
 AB9110.The horizontal coordinates were scaled from a map and have
 AB9110.an estimated accuracy of +/- 6 seconds.
 AB9110
 AB9110.The orthometric height was determined by differential leveling and
 AB9110.adjusted by the NATIONAL GEODETIC SURVEY
 AB9110.in October 1997.
 AB9110
 AB9110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9110.GEOID18 height accuracy estimate available here.
 AB9110
 AB9110.Click photographs - Photos may exist for this station.
 AB9110
 AB9110.The dynamic height is computed by dividing the NAVD 88
 AB9110.geopotential number by the normal gravity value computed on the
 AB9110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9110.degrees latitude (g = 980.6199 gals.).
 AB9110
 AB9110.The modeled gravity was interpolated from observed gravity values.
 AB9110
 AB9110;                    North         East    Units  Estimated Accuracy
 AB9110;SPC SD S     -   225,820.      510,740.      MT  (+/- 180 meters Scaled)
 AB9110
 AB9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ045148(NAD 83)
 AB9110
 AB9110                          SUPERSEDED SURVEY CONTROL
 AB9110
 AB9110.No superseded survey control is available for this station.
 AB9110
 AB9110_MARKER: Z = SEE DESCRIPTION
 AB9110_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9110_STAMPING: 34-154.00 1995
 AB9110_MARK LOGO: NGS
 AB9110_PROJECTION: FLUSH
 AB9110_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9110+STABILITY: POSITION/ELEVATION WELL
 AB9110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9110+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9110_ROD/PIPE-DEPTH: 6.4 meters
 AB9110_SLEEVE-DEPTH  : 4.0 meters
 AB9110
 AB9110  HISTORY     - Date     Condition        Report By
 AB9110  HISTORY     - 1995     MONUMENTED       SDDT
 AB9110  HISTORY     - 19950718 GOOD             NGS
 AB9110  HISTORY     - 20120607 GOOD             INDIV
 AB9110
 AB9110                          STATION DESCRIPTION
 AB9110
 AB9110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9110'34.7 KM (21.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9110'OFFICE IN HAYES, 29.2 M (95.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 AB9110'17.8 M (58.4 FT) SOUTHWEST OF MILEPOST 154, 1.0 M (3.3 FT) NORTHEAST
 AB9110'OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 AB9110'FT) SOUTHWEST OF A METAL GUARD POST, AND 0.5 M (1.6 FT) NORTHEAST OF A
 AB9110'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AB9110'TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 AB9110'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9110'THROUGH A 4-INCH PVC CAP.
 AB9110
 AB9110                          STATION RECOVERY (2012)
 AB9110
 AB9110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9109 ***********************************************************************
 AB9109  DESIGNATION -  34 155.00
 AB9109  PID         -  AB9109
 AB9109  STATE/COUNTY-  SD/HAAKON
 AB9109  COUNTRY     -  US
 AB9109  USGS QUAD   -  MULE CREEK (2017)
 AB9109
 AB9109                         *CURRENT SURVEY CONTROL
 AB9109  ______________________________________________________________________
 AB9109* NAD 83(1986) POSITION- 44 21 35.     (N) 101 26 00.     (W)   SCALED
 AB9109* NAVD 88 ORTHO HEIGHT -   762.058 (meters)     2500.19  (feet) ADJUSTED
 AB9109  ______________________________________________________________________
 AB9109  GEOID HEIGHT    -        -21.587 (meters)                     GEOID18
 AB9109  DYNAMIC HEIGHT  -        761.853 (meters)     2499.51  (feet) COMP
 AB9109  MODELED GRAVITY -    980,323.7   (mgal)                       NAVD 88
 AB9109
 AB9109  VERT ORDER      -  FIRST     CLASS II
 AB9109
 AB9109.The horizontal coordinates were scaled from a map and have
 AB9109.an estimated accuracy of +/- 6 seconds.
 AB9109
 AB9109.The orthometric height was determined by differential leveling and
 AB9109.adjusted by the NATIONAL GEODETIC SURVEY
 AB9109.in October 1997.
 AB9109
 AB9109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9109.GEOID18 height accuracy estimate available here.
 AB9109
 AB9109.Click photographs - Photos may exist for this station.
 AB9109
 AB9109.The dynamic height is computed by dividing the NAVD 88
 AB9109.geopotential number by the normal gravity value computed on the
 AB9109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9109.degrees latitude (g = 980.6199 gals.).
 AB9109
 AB9109.The modeled gravity was interpolated from observed gravity values.
 AB9109
 AB9109;                    North         East    Units  Estimated Accuracy
 AB9109;SPC SD S     -   225,710.      512,310.      MT  (+/- 180 meters Scaled)
 AB9109
 AB9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ060147(NAD 83)
 AB9109
 AB9109                          SUPERSEDED SURVEY CONTROL
 AB9109
 AB9109.No superseded survey control is available for this station.
 AB9109
 AB9109_MARKER: DD = SURVEY DISK
 AB9109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9109_STAMPING: 34-155.00
 AB9109_MARK LOGO: SDDT
 AB9109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9109+STABILITY: SURFACE MOTION
 AB9109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9109+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9109
 AB9109  HISTORY     - Date     Condition        Report By
 AB9109  HISTORY     - UNK      MONUMENTED       SDDT
 AB9109  HISTORY     - 19950718 GOOD             NGS
 AB9109  HISTORY     - 20120607 GOOD             INDIV
 AB9109
 AB9109                          STATION DESCRIPTION
 AB9109
 AB9109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9109'33.1 KM (20.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9109'OFFICE IN HAYES, 29.2 M (95.8 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AB9109'25.4 M (83.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 18.8
 AB9109'M (61.7 FT) SOUTH OF MILEPOST 155, 1.0 M (3.3 FT) NORTH OF A FENCE,
 AB9109'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 AB9109'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9109'GROUND SURFACE.
 AB9109
 AB9109                          STATION RECOVERY (2012)
 AB9109
 AB9109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9108 ***********************************************************************
 AB9108  DESIGNATION -  34 155.99
 AB9108  PID         -  AB9108
 AB9108  STATE/COUNTY-  SD/HAAKON
 AB9108  COUNTRY     -  US
 AB9108  USGS QUAD   -  MULE CREEK (2017)
 AB9108
 AB9108                         *CURRENT SURVEY CONTROL
 AB9108  ______________________________________________________________________
 AB9108* NAD 83(1986) POSITION- 44 21 37.     (N) 101 24 49.     (W)   SCALED
 AB9108* NAVD 88 ORTHO HEIGHT -   762.714 (meters)     2502.34  (feet) ADJUSTED
 AB9108  ______________________________________________________________________
 AB9108  GEOID HEIGHT    -        -21.637 (meters)                     GEOID18
 AB9108  DYNAMIC HEIGHT  -        762.512 (meters)     2501.67  (feet) COMP
 AB9108  MODELED GRAVITY -    980,326.9   (mgal)                       NAVD 88
 AB9108
 AB9108  VERT ORDER      -  FIRST     CLASS II
 AB9108
 AB9108.The horizontal coordinates were scaled from a map and have
 AB9108.an estimated accuracy of +/- 6 seconds.
 AB9108
 AB9108.The orthometric height was determined by differential leveling and
 AB9108.adjusted by the NATIONAL GEODETIC SURVEY
 AB9108.in October 1997.
 AB9108
 AB9108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9108.GEOID18 height accuracy estimate available here.
 AB9108
 AB9108.Click photographs - Photos may exist for this station.
 AB9108
 AB9108.The dynamic height is computed by dividing the NAVD 88
 AB9108.geopotential number by the normal gravity value computed on the
 AB9108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9108.degrees latitude (g = 980.6199 gals.).
 AB9108
 AB9108.The modeled gravity was interpolated from observed gravity values.
 AB9108
 AB9108;                    North         East    Units  Estimated Accuracy
 AB9108;SPC SD S     -   225,750.      513,880.      MT  (+/- 180 meters Scaled)
 AB9108
 AB9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ076147(NAD 83)
 AB9108
 AB9108                          SUPERSEDED SURVEY CONTROL
 AB9108
 AB9108.No superseded survey control is available for this station.
 AB9108
 AB9108_MARKER: DD = SURVEY DISK
 AB9108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9108_STAMPING: 34-155.99
 AB9108_MARK LOGO: SDDT
 AB9108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9108+STABILITY: SURFACE MOTION
 AB9108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9108+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9108
 AB9108  HISTORY     - Date     Condition        Report By
 AB9108  HISTORY     - UNK      MONUMENTED       SDDT
 AB9108  HISTORY     - 19950718 GOOD             NGS
 AB9108  HISTORY     - 20120607 GOOD             INDIV
 AB9108
 AB9108                          STATION DESCRIPTION
 AB9108
 AB9108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9108'31.5 KM (19.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9108'OFFICE IN HAYES, 33.6 M (110.2 FT) SOUTHWEST OF MILEPOST 156, 29.9 M
 AB9108'(98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) NORTH OF A
 AB9108'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB9108'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9108'SURFACE.
 AB9108
 AB9108                          STATION RECOVERY (2012)
 AB9108
 AB9108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9107 ***********************************************************************
 AB9107  DESIGNATION -  34 156.99
 AB9107  PID         -  AB9107
 AB9107  STATE/COUNTY-  SD/HAAKON
 AB9107  COUNTRY     -  US
 AB9107  USGS QUAD   -  MULE CREEK (2017)
 AB9107
 AB9107                         *CURRENT SURVEY CONTROL
 AB9107  ______________________________________________________________________
 AB9107* NAD 83(1986) POSITION- 44 21 51.     (N) 101 23 38.     (W)   SCALED
 AB9107* NAVD 88 ORTHO HEIGHT -   734.906 (meters)     2411.10  (feet) ADJUSTED
 AB9107  ______________________________________________________________________
 AB9107  GEOID HEIGHT    -        -21.687 (meters)                     GEOID18
 AB9107  DYNAMIC HEIGHT  -        734.712 (meters)     2410.47  (feet) COMP
 AB9107  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 AB9107
 AB9107  VERT ORDER      -  FIRST     CLASS II
 AB9107
 AB9107.The horizontal coordinates were scaled from a map and have
 AB9107.an estimated accuracy of +/- 6 seconds.
 AB9107
 AB9107.The orthometric height was determined by differential leveling and
 AB9107.adjusted by the NATIONAL GEODETIC SURVEY
 AB9107.in October 1997.
 AB9107
 AB9107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9107.GEOID18 height accuracy estimate available here.
 AB9107
 AB9107.Click photographs - Photos may exist for this station.
 AB9107
 AB9107.The dynamic height is computed by dividing the NAVD 88
 AB9107.geopotential number by the normal gravity value computed on the
 AB9107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9107.degrees latitude (g = 980.6199 gals.).
 AB9107
 AB9107.The modeled gravity was interpolated from observed gravity values.
 AB9107
 AB9107;                    North         East    Units  Estimated Accuracy
 AB9107;SPC SD S     -   226,160.      515,460.      MT  (+/- 180 meters Scaled)
 AB9107
 AB9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ092151(NAD 83)
 AB9107
 AB9107                          SUPERSEDED SURVEY CONTROL
 AB9107
 AB9107.No superseded survey control is available for this station.
 AB9107
 AB9107_MARKER: DD = SURVEY DISK
 AB9107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9107_STAMPING: 34-156.99
 AB9107_MARK LOGO: SDDT
 AB9107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9107+STABILITY: SURFACE MOTION
 AB9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9107+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9107
 AB9107  HISTORY     - Date     Condition        Report By
 AB9107  HISTORY     - UNK      MONUMENTED       SDDT
 AB9107  HISTORY     - 19950718 GOOD             NGS
 AB9107  HISTORY     - 20120607 GOOD             INDIV
 AB9107
 AB9107                          STATION DESCRIPTION
 AB9107
 AB9107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9107'29.9 KM (18.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9107'OFFICE IN HAYES, 32.3 M (106.0 FT) SOUTHWEST OF MILEPOST 157, 29.9 M
 AB9107'(98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE
 AB9107'LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT)
 AB9107'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9107'ABOVE THE GROUND SURFACE.
 AB9107
 AB9107                          STATION RECOVERY (2012)
 AB9107
 AB9107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9106 ***********************************************************************
 AB9106  DESIGNATION -  34 158.0
 AB9106  PID         -  AB9106
 AB9106  STATE/COUNTY-  SD/HAAKON
 AB9106  COUNTRY     -  US
 AB9106  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 AB9106
 AB9106                         *CURRENT SURVEY CONTROL
 AB9106  ______________________________________________________________________
 AB9106* NAD 83(1986) POSITION- 44 22 07.     (N) 101 22 28.     (W)   SCALED
 AB9106* NAVD 88 ORTHO HEIGHT -   714.421 (meters)     2343.90  (feet) ADJUSTED
 AB9106  ______________________________________________________________________
 AB9106  GEOID HEIGHT    -        -21.736 (meters)                     GEOID18
 AB9106  DYNAMIC HEIGHT  -        714.235 (meters)     2343.29  (feet) COMP
 AB9106  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 AB9106
 AB9106  VERT ORDER      -  FIRST     CLASS II
 AB9106
 AB9106.The horizontal coordinates were scaled from a map and have
 AB9106.an estimated accuracy of +/- 6 seconds.
 AB9106
 AB9106.The orthometric height was determined by differential leveling and
 AB9106.adjusted by the NATIONAL GEODETIC SURVEY
 AB9106.in October 1997.
 AB9106
 AB9106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9106.GEOID18 height accuracy estimate available here.
 AB9106
 AB9106.Click photographs - Photos may exist for this station.
 AB9106
 AB9106.The dynamic height is computed by dividing the NAVD 88
 AB9106.geopotential number by the normal gravity value computed on the
 AB9106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9106.degrees latitude (g = 980.6199 gals.).
 AB9106
 AB9106.The modeled gravity was interpolated from observed gravity values.
 AB9106
 AB9106;                    North         East    Units  Estimated Accuracy
 AB9106;SPC SD S     -   226,630.      517,020.      MT  (+/- 180 meters Scaled)
 AB9106
 AB9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ108155(NAD 83)
 AB9106
 AB9106                          SUPERSEDED SURVEY CONTROL
 AB9106
 AB9106.No superseded survey control is available for this station.
 AB9106
 AB9106_MARKER: DD = SURVEY DISK
 AB9106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9106_STAMPING: 34-158.0
 AB9106_MARK LOGO: SDDT
 AB9106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9106+STABILITY: SURFACE MOTION
 AB9106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9106+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9106
 AB9106  HISTORY     - Date     Condition        Report By
 AB9106  HISTORY     - UNK      MONUMENTED       SDDT
 AB9106  HISTORY     - 19950718 GOOD             NGS
 AB9106  HISTORY     - 20120607 GOOD             INDIV
 AB9106
 AB9106                          STATION DESCRIPTION
 AB9106
 AB9106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9106'28.3 KM (17.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9106'OFFICE IN HAYES, 39.9 M (130.9 FT) NORTH OF MILEPOST 158, 29.4 M (96.5
 AB9106'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) SOUTH OF A FENCE,
 AB9106'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 AB9106'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9106'GROUND SURFACE.
 AB9106
 AB9106                          STATION RECOVERY (2012)
 AB9106
 AB9106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9105 ***********************************************************************
 AB9105  CBN         -  This is a Cooperative Base Network Control Station.
 AB9105  DESIGNATION -  34 158.98
 AB9105  PID         -  AB9105
 AB9105  STATE/COUNTY-  SD/HAAKON
 AB9105  COUNTRY     -  US
 AB9105  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 AB9105
 AB9105                         *CURRENT SURVEY CONTROL
 AB9105  ______________________________________________________________________
 AB9105* NAD 83(2011) POSITION- 44 22 17.21558(N) 101 21 16.40927(W)   ADJUSTED
 AB9105* NAD 83(2011) ELLIP HT-   677.311 (meters)        (06/27/12)   ADJUSTED
 AB9105* NAD 83(2011) EPOCH   -  2010.00
 AB9105* NAVD 88 ORTHO HEIGHT -   699.100 (meters)     2293.63  (feet) ADJUSTED
 AB9105  ______________________________________________________________________
 AB9105  GEOID HEIGHT    -        -21.788 (meters)                     GEOID18
 AB9105  NAD 83(2011) X  -   -899,188.162 (meters)                     COMP
 AB9105  NAD 83(2011) Y  - -4,477,802.450 (meters)                     COMP
 AB9105  NAD 83(2011) Z  -  4,438,162.040 (meters)                     COMP
 AB9105  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 AB9105  DYNAMIC HEIGHT  -        698.918 (meters)     2293.03  (feet) COMP
 AB9105  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 AB9105
 AB9105  VERT ORDER      -  FIRST     CLASS II
 AB9105
 AB9105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9105  Standards:
 AB9105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9105  -------------------------------------------------------------------
 AB9105  NETWORK    1.10   3.21           0.52   0.34   1.64     -0.11214079
 AB9105  -------------------------------------------------------------------
 AB9105  Click here for local accuracies and other accuracy information.
 AB9105
 AB9105.The horizontal coordinates were established by GPS observations
 AB9105.and adjusted by the National Geodetic Survey in June 2012.
 AB9105
 AB9105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9105.been affixed to the stable North American tectonic plate. See 
 AB9105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9105
 AB9105.The horizontal coordinates are valid at the epoch date displayed above
 AB9105.which is a decimal equivalence of Year/Month/Day.
 AB9105
 AB9105.The orthometric height was determined by differential leveling and
 AB9105.adjusted by the NATIONAL GEODETIC SURVEY
 AB9105.in October 1997.
 AB9105
 AB9105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9105.GEOID18 height accuracy estimate available here.
 AB9105
 AB9105.Click photographs - Photos may exist for this station.
 AB9105
 AB9105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9105
 AB9105.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9105
 AB9105.The ellipsoidal height was determined by GPS observations
 AB9105.and is referenced to NAD 83.
 AB9105
 AB9105.The dynamic height is computed by dividing the NAVD 88
 AB9105.geopotential number by the normal gravity value computed on the
 AB9105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9105.degrees latitude (g = 980.6199 gals.).
 AB9105
 AB9105.The modeled gravity was interpolated from observed gravity values.
 AB9105
 AB9105. The following values were computed from the NAD 83(2011) position.
 AB9105
 AB9105;                    North         East     Units Scale Factor Converg.
 AB9105;SPC SD S     -   226,927.420   518,606.783   MT  0.99999331   -0 42 16.2
 AB9105;SPC SD S     -   744,511.04  1,701,462.42   sFT  0.99999331   -0 42 16.2
 AB9105;UTM  14      - 4,915,826.485   312,405.870   MT  1.00003281   -1 38 49.3
 AB9105
 AB9105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9105!SPC SD S     -   0.99989381  x   0.99999331  =   0.99988712
 AB9105!UTM  14      -   0.99989381  x   1.00003281  =   0.99992662
 AB9105
 AB9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1240515826(NAD 83)
 AB9105
 AB9105                          SUPERSEDED SURVEY CONTROL
 AB9105
 AB9105  NAD 83(2007)-  44 22 17.21554(N)    101 21 16.41035(W) AD(2002.00) 0
 AB9105  ELLIP H (02/10/07)  677.334  (m)                       GP(2002.00)    
 AB9105  ELLIP H (04/15/04)  677.315  (m)                       GP(       ) 2 1
 AB9105  NAD 83(1996)-  44 22 17.21500(N)    101 21 16.40979(W) AD(       ) B
 AB9105  ELLIP H (04/18/97)  677.382  (m)                       GP(       ) 4 1
 AB9105  NAVD 88 (04/18/97)  699.1    (m)  GEOID96  model used  GPS OBS        
 AB9105
 AB9105.Superseded values are not recommended for survey control.
 AB9105
 AB9105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9105.See file dsdata.pdf to determine how the superseded data were derived.
 AB9105
 AB9105_MARKER: Z = SEE DESCRIPTION
 AB9105_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9105_STAMPING: 34-158.98 1995
 AB9105_MARK LOGO: NGS
 AB9105_PROJECTION: FLUSH
 AB9105_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9105+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9105_ROD/PIPE-DEPTH: 12.8 meters
 AB9105_SLEEVE-DEPTH  : 1.8 meters
 AB9105
 AB9105  HISTORY     - Date     Condition        Report By
 AB9105  HISTORY     - 1995     MONUMENTED       SDDT
 AB9105  HISTORY     - 19950718 GOOD             NGS
 AB9105  HISTORY     - 19960813 GOOD             NGS
 AB9105  HISTORY     - 20120607 GOOD             INDIV
 AB9105
 AB9105                          STATION DESCRIPTION
 AB9105
 AB9105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9105'26.7 KM (16.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9105'OFFICE IN HAYES, 68.3 M (224.1 FT) NORTHWEST OF MILEPOST 159, 28.4 M
 AB9105'(93.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.5 M (14.8 FT) EAST OF A
 AB9105'RIGHT-OF-WAY POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AB9105'M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A
 AB9105'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AB9105'TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 AB9105'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9105'THROUGH A 4-INCH PVC CAP.
 AB9105
 AB9105                          STATION RECOVERY (1996)
 AB9105
 AB9105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9105'THE STATION IS LOCATED 27.85 KM (17.30 MI) WEST OF HAYES, ON STATE
 AB9105'HIGHWAY 34.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AB9105'STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 63 NORTH, 9.5 KM
 AB9105'(5.90 MI) WEST OF HAYES, GO WEST ON STATE HIGHWAY 34 FOR 18.4 KM
 AB9105'(11.45 MI) TO THE STATION ON THE RIGHT AT MILEPOST 159.  THE STATION
 AB9105'IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AB9105'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 68.4
 AB9105'M (224.4 FT) NORTHWEST OF MILEPOST 159, 28.5 M (93.5 FT) NORTH OF THE
 AB9105'HIGHWAY CENTERLINE, 4.5 M (14.8 FT) EAST OF A RIGHT-OF-WAY MARKER, 0.4
 AB9105'M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.4 M (1.3 FT) SOUTH OF A
 AB9105'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9105'LOGO CAP AND THEN A 4-INCH PVC CAP.
 AB9105
 AB9105                          STATION RECOVERY (2012)
 AB9105
 AB9105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9104 ***********************************************************************
 AB9104  DESIGNATION -  34 160.05
 AB9104  PID         -  AB9104
 AB9104  STATE/COUNTY-  SD/HAAKON
 AB9104  COUNTRY     -  US
 AB9104  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 AB9104
 AB9104                         *CURRENT SURVEY CONTROL
 AB9104  ______________________________________________________________________
 AB9104* NAD 83(1986) POSITION- 44 22 22.     (N) 101 20 02.     (W)   SCALED
 AB9104* NAVD 88 ORTHO HEIGHT -   690.224 (meters)     2264.51  (feet) ADJUSTED
 AB9104  ______________________________________________________________________
 AB9104  GEOID HEIGHT    -        -21.839 (meters)                     GEOID18
 AB9104  DYNAMIC HEIGHT  -        690.042 (meters)     2263.91  (feet) COMP
 AB9104  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 AB9104
 AB9104  VERT ORDER      -  FIRST     CLASS II
 AB9104
 AB9104.The horizontal coordinates were scaled from a map and have
 AB9104.an estimated accuracy of +/- 6 seconds.
 AB9104
 AB9104.The orthometric height was determined by differential leveling and
 AB9104.adjusted by the NATIONAL GEODETIC SURVEY
 AB9104.in October 1997.
 AB9104
 AB9104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9104.GEOID18 height accuracy estimate available here.
 AB9104
 AB9104.Click photographs - Photos may exist for this station.
 AB9104
 AB9104.The dynamic height is computed by dividing the NAVD 88
 AB9104.geopotential number by the normal gravity value computed on the
 AB9104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9104.degrees latitude (g = 980.6199 gals.).
 AB9104
 AB9104.The modeled gravity was interpolated from observed gravity values.
 AB9104
 AB9104;                    North         East    Units  Estimated Accuracy
 AB9104;SPC SD S     -   227,060.      520,260.      MT  (+/- 180 meters Scaled)
 AB9104
 AB9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ140159(NAD 83)
 AB9104
 AB9104                          SUPERSEDED SURVEY CONTROL
 AB9104
 AB9104.No superseded survey control is available for this station.
 AB9104
 AB9104_MARKER: DD = SURVEY DISK
 AB9104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9104_STAMPING: 34-160.05
 AB9104_MARK LOGO: SDDT
 AB9104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9104+STABILITY: SURFACE MOTION
 AB9104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9104+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9104
 AB9104  HISTORY     - Date     Condition        Report By
 AB9104  HISTORY     - UNK      MONUMENTED       SDDT
 AB9104  HISTORY     - 19950718 GOOD             NGS
 AB9104  HISTORY     - 20120607 GOOD             INDIV
 AB9104
 AB9104                          STATION DESCRIPTION
 AB9104
 AB9104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9104'25.0 KM (15.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9104'OFFICE IN HAYES, 78.0 M (255.9 FT) EAST OF MILEPOST 160, 29.8 M (97.8
 AB9104'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AB9104'THE HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF
 AB9104'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9104'GROUND SURFACE.
 AB9104
 AB9104                          STATION RECOVERY (2012)
 AB9104
 AB9104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9103 ***********************************************************************
 AB9103  DESIGNATION -  34 160.9
 AB9103  PID         -  AB9103
 AB9103  STATE/COUNTY-  SD/HAAKON
 AB9103  COUNTRY     -  US
 AB9103  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 AB9103
 AB9103                         *CURRENT SURVEY CONTROL
 AB9103  ______________________________________________________________________
 AB9103* NAD 83(1986) POSITION- 44 22 25.     (N) 101 19 00.     (W)   SCALED
 AB9103* NAVD 88 ORTHO HEIGHT -   712.760 (meters)     2338.45  (feet) ADJUSTED
 AB9103  ______________________________________________________________________
 AB9103  GEOID HEIGHT    -        -21.880 (meters)                     GEOID18
 AB9103  DYNAMIC HEIGHT  -        712.571 (meters)     2337.83  (feet) COMP
 AB9103  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 AB9103
 AB9103  VERT ORDER      -  FIRST     CLASS II
 AB9103
 AB9103.The horizontal coordinates were scaled from a map and have
 AB9103.an estimated accuracy of +/- 6 seconds.
 AB9103
 AB9103.The orthometric height was determined by differential leveling and
 AB9103.adjusted by the NATIONAL GEODETIC SURVEY
 AB9103.in October 1997.
 AB9103
 AB9103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9103.GEOID18 height accuracy estimate available here.
 AB9103
 AB9103.Click photographs - Photos may exist for this station.
 AB9103
 AB9103.The dynamic height is computed by dividing the NAVD 88
 AB9103.geopotential number by the normal gravity value computed on the
 AB9103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9103.degrees latitude (g = 980.6199 gals.).
 AB9103
 AB9103.The modeled gravity was interpolated from observed gravity values.
 AB9103
 AB9103;                    North         East    Units  Estimated Accuracy
 AB9103;SPC SD S     -   227,130.      521,630.      MT  (+/- 180 meters Scaled)
 AB9103
 AB9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ154159(NAD 83)
 AB9103
 AB9103                          SUPERSEDED SURVEY CONTROL
 AB9103
 AB9103.No superseded survey control is available for this station.
 AB9103
 AB9103_MARKER: DD = SURVEY DISK
 AB9103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9103_STAMPING: 34-160.9
 AB9103_MARK LOGO: SDDT
 AB9103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9103+STABILITY: SURFACE MOTION
 AB9103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9103+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9103
 AB9103  HISTORY     - Date     Condition        Report By
 AB9103  HISTORY     - UNK      MONUMENTED       SDDT
 AB9103  HISTORY     - 19950718 GOOD             NGS
 AB9103  HISTORY     - 20120607 GOOD             INDIV
 AB9103
 AB9103                          STATION DESCRIPTION
 AB9103
 AB9103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9103'23.6 KM (14.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9103'OFFICE IN HAYES, 166.4 M (545.9 FT) WEST OF MILEPOST 161, 29.8 M (97.8
 AB9103'FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 AB9103'THE HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF
 AB9103'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9103
 AB9103                          STATION RECOVERY (2012)
 AB9103
 AB9103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9102 ***********************************************************************
 AB9102  DESIGNATION -  34 162.0
 AB9102  PID         -  AB9102
 AB9102  STATE/COUNTY-  SD/HAAKON
 AB9102  COUNTRY     -  US
 AB9102  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 AB9102
 AB9102                         *CURRENT SURVEY CONTROL
 AB9102  ______________________________________________________________________
 AB9102* NAD 83(1986) POSITION- 44 22 20.56   (N) 101 17 38.64   (W)   HD_HELD1
 AB9102* NAVD 88 ORTHO HEIGHT -   721.966 (meters)     2368.65  (feet) ADJUSTED
 AB9102  ______________________________________________________________________
 AB9102  GEOID HEIGHT    -        -21.934 (meters)                     GEOID18
 AB9102  DYNAMIC HEIGHT  -        721.773 (meters)     2368.02  (feet) COMP
 AB9102  MODELED GRAVITY -    980,327.6   (mgal)                       NAVD 88
 AB9102
 AB9102  VERT ORDER      -  FIRST     CLASS II
 AB9102
 AB9102.The horizontal coordinates were determined by differentially corrected
 AB9102.hand held GPS observations or other comparable positioning techniques
 AB9102.and have an estimated accuracy of +/- 3 meters.
 AB9102
 AB9102.The orthometric height was determined by differential leveling and
 AB9102.adjusted by the NATIONAL GEODETIC SURVEY
 AB9102.in October 1997.
 AB9102
 AB9102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9102.GEOID18 height accuracy estimate available here.
 AB9102
 AB9102.Click photographs - Photos may exist for this station.
 AB9102
 AB9102.The dynamic height is computed by dividing the NAVD 88
 AB9102.geopotential number by the normal gravity value computed on the
 AB9102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9102.degrees latitude (g = 980.6199 gals.).
 AB9102
 AB9102.The modeled gravity was interpolated from observed gravity values.
 AB9102
 AB9102;                    North         East    Units  Estimated Accuracy
 AB9102;SPC SD S     -   226,973.1     523,429.0     MT  (+/- 3 meters HH1 GPS) 
 AB9102
 AB9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1722815792(NAD 83)
 AB9102
 AB9102                          SUPERSEDED SURVEY CONTROL
 AB9102
 AB9102.No superseded survey control is available for this station.
 AB9102
 AB9102_MARKER: DD = SURVEY DISK
 AB9102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9102_STAMPING: 34-162.0
 AB9102_MARK LOGO: SDDT
 AB9102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9102+STABILITY: SURFACE MOTION
 AB9102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9102+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9102
 AB9102  HISTORY     - Date     Condition        Report By
 AB9102  HISTORY     - UNK      MONUMENTED       SDDT
 AB9102  HISTORY     - 19950718 GOOD             NGS
 AB9102  HISTORY     - 20120607 GOOD             INDIV
 AB9102
 AB9102                          STATION DESCRIPTION
 AB9102
 AB9102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9102'21.9 KM (13.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9102'OFFICE IN HAYES, 54.3 M (178.1 FT) WEST OF THE CENTER OF A FIELD
 AB9102'ENTRANCE AND GATE, 40.4 M (132.5 FT) NORTH OF MILEPOST 162, 29.8 M
 AB9102'(97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AB9102'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 AB9102'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9102'ABOVE THE GROUND SURFACE.
 AB9102
 AB9102                          STATION RECOVERY (2012)
 AB9102
 AB9102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9101 ***********************************************************************
 AB9101  DESIGNATION -  34 163.1
 AB9101  PID         -  AB9101
 AB9101  STATE/COUNTY-  SD/HAAKON
 AB9101  COUNTRY     -  US
 AB9101  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 AB9101
 AB9101                         *CURRENT SURVEY CONTROL
 AB9101  ______________________________________________________________________
 AB9101* NAD 83(1986) POSITION- 44 22 12.     (N) 101 16 22.     (W)   SCALED
 AB9101* NAVD 88 ORTHO HEIGHT -   755.772 (meters)     2479.56  (feet) ADJUSTED
 AB9101  ______________________________________________________________________
 AB9101  GEOID HEIGHT    -        -21.988 (meters)                     GEOID18
 AB9101  DYNAMIC HEIGHT  -        755.570 (meters)     2478.90  (feet) COMP
 AB9101  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 AB9101
 AB9101  VERT ORDER      -  FIRST     CLASS II
 AB9101
 AB9101.The horizontal coordinates were scaled from a map and have
 AB9101.an estimated accuracy of +/- 6 seconds.
 AB9101
 AB9101.The orthometric height was determined by differential leveling and
 AB9101.adjusted by the NATIONAL GEODETIC SURVEY
 AB9101.in October 1997.
 AB9101
 AB9101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9101.GEOID18 height accuracy estimate available here.
 AB9101
 AB9101.Click photographs - Photos may exist for this station.
 AB9101
 AB9101.The dynamic height is computed by dividing the NAVD 88
 AB9101.geopotential number by the normal gravity value computed on the
 AB9101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9101.degrees latitude (g = 980.6199 gals.).
 AB9101
 AB9101.The modeled gravity was interpolated from observed gravity values.
 AB9101
 AB9101;                    North         East    Units  Estimated Accuracy
 AB9101;SPC SD S     -   226,690.      525,120.      MT  (+/- 180 meters Scaled)
 AB9101
 AB9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ189154(NAD 83)
 AB9101
 AB9101                          SUPERSEDED SURVEY CONTROL
 AB9101
 AB9101.No superseded survey control is available for this station.
 AB9101
 AB9101_MARKER: DD = SURVEY DISK
 AB9101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9101_STAMPING: 34-163.1
 AB9101_MARK LOGO: SDDT
 AB9101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9101+STABILITY: SURFACE MOTION
 AB9101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9101+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9101
 AB9101  HISTORY     - Date     Condition        Report By
 AB9101  HISTORY     - UNK      MONUMENTED       SDDT
 AB9101  HISTORY     - 19950718 GOOD             NGS
 AB9101  HISTORY     - 20120607 GOOD             INDIV
 AB9101
 AB9101                          STATION DESCRIPTION
 AB9101
 AB9101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9101'20.1 KM (12.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9101'OFFICE IN HAYES, 141.0 M (462.6 FT) EAST OF MILEPOST 163, 29.7 M (97.4
 AB9101'FT) NORTH OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) WEST OF THE
 AB9101'CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AB9101'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AB9101'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB9101
 AB9101                          STATION RECOVERY (2012)
 AB9101
 AB9101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9100 ***********************************************************************
 AB9100  DESIGNATION -  34 164.00
 AB9100  PID         -  AB9100
 AB9100  STATE/COUNTY-  SD/HAAKON
 AB9100  COUNTRY     -  US
 AB9100  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 AB9100
 AB9100                         *CURRENT SURVEY CONTROL
 AB9100  ______________________________________________________________________
 AB9100* NAD 83(1986) POSITION- 44 22 08.     (N) 101 15 15.     (W)   SCALED
 AB9100* NAVD 88 ORTHO HEIGHT -   733.267 (meters)     2405.73  (feet) ADJUSTED
 AB9100  ______________________________________________________________________
 AB9100  GEOID HEIGHT    -        -22.037 (meters)                     GEOID18
 AB9100  DYNAMIC HEIGHT  -        733.073 (meters)     2405.09  (feet) COMP
 AB9100  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 AB9100
 AB9100  VERT ORDER      -  FIRST     CLASS II
 AB9100
 AB9100.The horizontal coordinates were scaled from a map and have
 AB9100.an estimated accuracy of +/- 6 seconds.
 AB9100
 AB9100.The orthometric height was determined by differential leveling and
 AB9100.adjusted by the NATIONAL GEODETIC SURVEY
 AB9100.in October 1997.
 AB9100
 AB9100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9100.GEOID18 height accuracy estimate available here.
 AB9100
 AB9100.Click photographs - Photos may exist for this station.
 AB9100
 AB9100.The dynamic height is computed by dividing the NAVD 88
 AB9100.geopotential number by the normal gravity value computed on the
 AB9100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9100.degrees latitude (g = 980.6199 gals.).
 AB9100
 AB9100.The modeled gravity was interpolated from observed gravity values.
 AB9100
 AB9100;                    North         East    Units  Estimated Accuracy
 AB9100;SPC SD S     -   226,550.      526,610.      MT  (+/- 180 meters Scaled)
 AB9100
 AB9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ203153(NAD 83)
 AB9100
 AB9100                          SUPERSEDED SURVEY CONTROL
 AB9100
 AB9100.No superseded survey control is available for this station.
 AB9100
 AB9100_MARKER: Z = SEE DESCRIPTION
 AB9100_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9100_STAMPING: 34-164.00 1995
 AB9100_MARK LOGO: NGS
 AB9100_PROJECTION: FLUSH
 AB9100_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9100+STABILITY: POSITION/ELEVATION WELL
 AB9100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9100+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9100_ROD/PIPE-DEPTH: 6.4 meters
 AB9100_SLEEVE-DEPTH  : 4.0 meters
 AB9100
 AB9100  HISTORY     - Date     Condition        Report By
 AB9100  HISTORY     - 1995     MONUMENTED       SDDT
 AB9100  HISTORY     - 19950718 GOOD             NGS
 AB9100  HISTORY     - 20120607 GOOD             INDIV
 AB9100
 AB9100                          STATION DESCRIPTION
 AB9100
 AB9100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9100'18.6 KM (11.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9100'OFFICE IN HAYES, 40.3 M (132.2 FT) NORTH OF MILEPOST 164, 29.4 M (96.5
 AB9100'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AB9100'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND 0.4 M
 AB9100'(1.3 FT) SOUTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 AB9100'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A
 AB9100'1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AB9100'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB9100
 AB9100                          STATION RECOVERY (2012)
 AB9100
 AB9100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9099 ***********************************************************************
 AB9099  DESIGNATION -  34 165.0
 AB9099  PID         -  AB9099
 AB9099  STATE/COUNTY-  SD/HAAKON
 AB9099  COUNTRY     -  US
 AB9099  USGS QUAD   -  MAY RANCH (2017)
 AB9099
 AB9099                         *CURRENT SURVEY CONTROL
 AB9099  ______________________________________________________________________
 AB9099* NAD 83(1986) POSITION- 44 22 02.     (N) 101 14 02.     (W)   SCALED
 AB9099* NAVD 88 ORTHO HEIGHT -   709.003 (meters)     2326.12  (feet) ADJUSTED
 AB9099  ______________________________________________________________________
 AB9099  GEOID HEIGHT    -        -22.091 (meters)                     GEOID18
 AB9099  DYNAMIC HEIGHT  -        708.816 (meters)     2325.51  (feet) COMP
 AB9099  MODELED GRAVITY -    980,331.4   (mgal)                       NAVD 88
 AB9099
 AB9099  VERT ORDER      -  FIRST     CLASS II
 AB9099
 AB9099.The horizontal coordinates were scaled from a map and have
 AB9099.an estimated accuracy of +/- 6 seconds.
 AB9099
 AB9099.The orthometric height was determined by differential leveling and
 AB9099.adjusted by the NATIONAL GEODETIC SURVEY
 AB9099.in October 1997.
 AB9099
 AB9099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9099.GEOID18 height accuracy estimate available here.
 AB9099
 AB9099.Click photographs - Photos may exist for this station.
 AB9099
 AB9099.The dynamic height is computed by dividing the NAVD 88
 AB9099.geopotential number by the normal gravity value computed on the
 AB9099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9099.degrees latitude (g = 980.6199 gals.).
 AB9099
 AB9099.The modeled gravity was interpolated from observed gravity values.
 AB9099
 AB9099;                    North         East    Units  Estimated Accuracy
 AB9099;SPC SD S     -   226,350.      528,220.      MT  (+/- 180 meters Scaled)
 AB9099
 AB9099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ220150(NAD 83)
 AB9099
 AB9099                          SUPERSEDED SURVEY CONTROL
 AB9099
 AB9099.No superseded survey control is available for this station.
 AB9099
 AB9099_MARKER: DD = SURVEY DISK
 AB9099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9099_STAMPING: 34-165.0
 AB9099_MARK LOGO: SDDT
 AB9099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9099+STABILITY: SURFACE MOTION
 AB9099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9099+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9099
 AB9099  HISTORY     - Date     Condition        Report By
 AB9099  HISTORY     - UNK      MONUMENTED       SDDT
 AB9099  HISTORY     - 19950718 GOOD             NGS
 AB9099  HISTORY     - 20120607 GOOD             INDIV
 AB9099
 AB9099                          STATION DESCRIPTION
 AB9099
 AB9099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9099'17.0 KM (10.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB9099'OFFICE IN HAYES, 29.7 M (97.4 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AB9099'18.8 M (61.7 FT) SOUTH OF MILEPOST 165, 3.0 M (9.8 FT) BELOW THE LEVEL
 AB9099'OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH
 AB9099'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB9099'GROUND SURFACE.
 AB9099
 AB9099                          STATION RECOVERY (2012)
 AB9099
 AB9099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9098 ***********************************************************************
 AB9098  DESIGNATION -  34 166.0
 AB9098  PID         -  AB9098
 AB9098  STATE/COUNTY-  SD/HAAKON
 AB9098  COUNTRY     -  US
 AB9098  USGS QUAD   -  MAY RANCH (2017)
 AB9098
 AB9098                         *CURRENT SURVEY CONTROL
 AB9098  ______________________________________________________________________
 AB9098* NAD 83(1986) POSITION- 44 22 20.49   (N) 101 12 53.47   (W)   HD_HELD1
 AB9098* NAVD 88 ORTHO HEIGHT -   675.965 (meters)     2217.73  (feet) ADJUSTED
 AB9098  ______________________________________________________________________
 AB9098  GEOID HEIGHT    -        -22.134 (meters)                     GEOID18
 AB9098  DYNAMIC HEIGHT  -        675.788 (meters)     2217.15  (feet) COMP
 AB9098  MODELED GRAVITY -    980,334.9   (mgal)                       NAVD 88
 AB9098
 AB9098  VERT ORDER      -  FIRST     CLASS II
 AB9098
 AB9098.The horizontal coordinates were determined by differentially corrected
 AB9098.hand held GPS observations or other comparable positioning techniques
 AB9098.and have an estimated accuracy of +/- 3 meters.
 AB9098
 AB9098.The orthometric height was determined by differential leveling and
 AB9098.adjusted by the NATIONAL GEODETIC SURVEY
 AB9098.in October 1997.
 AB9098
 AB9098.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9098.GEOID18 height accuracy estimate available here.
 AB9098
 AB9098.Click photographs - Photos may exist for this station.
 AB9098
 AB9098.The dynamic height is computed by dividing the NAVD 88
 AB9098.geopotential number by the normal gravity value computed on the
 AB9098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9098.degrees latitude (g = 980.6199 gals.).
 AB9098
 AB9098.The modeled gravity was interpolated from observed gravity values.
 AB9098
 AB9098;                    North         East    Units  Estimated Accuracy
 AB9098;SPC SD S     -   226,900.9     529,742.1     MT  (+/- 3 meters HH1 GPS) 
 AB9098
 AB9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2353915616(NAD 83)
 AB9098
 AB9098                          SUPERSEDED SURVEY CONTROL
 AB9098
 AB9098.No superseded survey control is available for this station.
 AB9098
 AB9098_MARKER: DD = SURVEY DISK
 AB9098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9098_STAMPING: 34-166.0
 AB9098_MARK LOGO: SDDT
 AB9098_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9098+STABILITY: SURFACE MOTION
 AB9098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9098+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9098
 AB9098  HISTORY     - Date     Condition        Report By
 AB9098  HISTORY     - UNK      MONUMENTED       SDDT
 AB9098  HISTORY     - 19950718 GOOD             NGS
 AB9098  HISTORY     - 20120607 GOOD             INDIV
 AB9098
 AB9098                          STATION DESCRIPTION
 AB9098
 AB9098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9098'15.4 KM (9.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9098'IN HAYES, 40.1 M (131.6 FT) NORTH OF MILEPOST 166, 33.3 M (109.3 FT)
 AB9098'WEST OF THE WEST END OF 2 BRACED FENCE POSTS, 29.2 M (95.8 FT) NORTH
 AB9098'OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) SOUTH OF A FENCE, 0.3 M (1.0
 AB9098'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AB9098'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9098
 AB9098                          STATION RECOVERY (2012)
 AB9098
 AB9098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9097 ***********************************************************************
 AB9097  DESIGNATION -  34 167.0
 AB9097  PID         -  AB9097
 AB9097  STATE/COUNTY-  SD/HAAKON
 AB9097  COUNTRY     -  US
 AB9097  USGS QUAD   -  MAY RANCH (2017)
 AB9097
 AB9097                         *CURRENT SURVEY CONTROL
 AB9097  ______________________________________________________________________
 AB9097* NAD 83(1986) POSITION- 44 22 18.     (N) 101 11 43.     (W)   SCALED
 AB9097* NAVD 88 ORTHO HEIGHT -   654.419 (meters)     2147.04  (feet) ADJUSTED
 AB9097  ______________________________________________________________________
 AB9097  GEOID HEIGHT    -        -22.184 (meters)                     GEOID18
 AB9097  DYNAMIC HEIGHT  -        654.250 (meters)     2146.49  (feet) COMP
 AB9097  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 AB9097
 AB9097  VERT ORDER      -  FIRST     CLASS II
 AB9097
 AB9097.The horizontal coordinates were scaled from a map and have
 AB9097.an estimated accuracy of +/- 6 seconds.
 AB9097
 AB9097.The orthometric height was determined by differential leveling and
 AB9097.adjusted by the NATIONAL GEODETIC SURVEY
 AB9097.in October 1997.
 AB9097
 AB9097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9097.GEOID18 height accuracy estimate available here.
 AB9097
 AB9097.Click photographs - Photos may exist for this station.
 AB9097
 AB9097.The dynamic height is computed by dividing the NAVD 88
 AB9097.geopotential number by the normal gravity value computed on the
 AB9097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9097.degrees latitude (g = 980.6199 gals.).
 AB9097
 AB9097.The modeled gravity was interpolated from observed gravity values.
 AB9097
 AB9097;                    North         East    Units  Estimated Accuracy
 AB9097;SPC SD S     -   226,810.      531,300.      MT  (+/- 180 meters Scaled)
 AB9097
 AB9097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ250154(NAD 83)
 AB9097
 AB9097                          SUPERSEDED SURVEY CONTROL
 AB9097
 AB9097.No superseded survey control is available for this station.
 AB9097
 AB9097_MARKER: DD = SURVEY DISK
 AB9097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9097_STAMPING: 34-167.0
 AB9097_MARK LOGO: SDDT
 AB9097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9097+STABILITY: SURFACE MOTION
 AB9097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9097+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB9097
 AB9097  HISTORY     - Date     Condition        Report By
 AB9097  HISTORY     - UNK      MONUMENTED       SDDT
 AB9097  HISTORY     - 19950718 GOOD             NGS
 AB9097  HISTORY     - 20120607 GOOD             INDIV
 AB9097
 AB9097                          STATION DESCRIPTION
 AB9097
 AB9097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9097'13.8 KM (8.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9097'IN HAYES, 82.3 M (270.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 AB9097'GATE, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.3 M (63.3
 AB9097'FT) SOUTH OF MILEPOST 167, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AB9097'HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 AB9097'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB9097
 AB9097                          STATION RECOVERY (2012)
 AB9097
 AB9097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9096 ***********************************************************************
 AB9096  DESIGNATION -  34 168.2
 AB9096  PID         -  AB9096
 AB9096  STATE/COUNTY-  SD/HAAKON
 AB9096  COUNTRY     -  US
 AB9096  USGS QUAD   -  MAY RANCH (2017)
 AB9096
 AB9096                         *CURRENT SURVEY CONTROL
 AB9096  ______________________________________________________________________
 AB9096* NAD 83(1986) POSITION- 44 22 19.     (N) 101 10 16.     (W)   SCALED
 AB9096* NAVD 88 ORTHO HEIGHT -   656.314 (meters)     2153.26  (feet) ADJUSTED
 AB9096  ______________________________________________________________________
 AB9096  GEOID HEIGHT    -        -22.241 (meters)                     GEOID18
 AB9096  DYNAMIC HEIGHT  -        656.147 (meters)     2152.71  (feet) COMP
 AB9096  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 AB9096
 AB9096  VERT ORDER      -  FIRST     CLASS II
 AB9096
 AB9096.The horizontal coordinates were scaled from a map and have
 AB9096.an estimated accuracy of +/- 6 seconds.
 AB9096
 AB9096.The orthometric height was determined by differential leveling and
 AB9096.adjusted by the NATIONAL GEODETIC SURVEY
 AB9096.in October 1997.
 AB9096
 AB9096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9096.GEOID18 height accuracy estimate available here.
 AB9096
 AB9096.Click photographs - Photos may exist for this station.
 AB9096
 AB9096.The dynamic height is computed by dividing the NAVD 88
 AB9096.geopotential number by the normal gravity value computed on the
 AB9096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9096.degrees latitude (g = 980.6199 gals.).
 AB9096
 AB9096.The modeled gravity was interpolated from observed gravity values.
 AB9096
 AB9096;                    North         East    Units  Estimated Accuracy
 AB9096;SPC SD S     -   226,820.      533,230.      MT  (+/- 180 meters Scaled)
 AB9096
 AB9096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ270154(NAD 83)
 AB9096
 AB9096                          SUPERSEDED SURVEY CONTROL
 AB9096
 AB9096.No superseded survey control is available for this station.
 AB9096
 AB9096_MARKER: DD = SURVEY DISK
 AB9096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9096_STAMPING: 34-168.2
 AB9096_MARK LOGO: SDDT
 AB9096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9096+STABILITY: SURFACE MOTION
 AB9096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9096+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 AB9096
 AB9096  HISTORY     - Date     Condition        Report By
 AB9096  HISTORY     - UNK      MONUMENTED       SDDT
 AB9096  HISTORY     - 19950718 GOOD             NGS
 AB9096
 AB9096                          STATION DESCRIPTION
 AB9096
 AB9096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9096'11.1 KM (6.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9096'IN HAYES, 312.6 M (1025.6 FT) EAST OF MILE POST 168, 30.1 M (98.8 FT)
 AB9096'SOUTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) EAST OF THE CENTER OF
 AB9096'A FIELD ENTRANCE AND GATE, 4.9 M (16.1 FT) WEST OF A T-FENCE CORNER,
 AB9096'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF
 AB9096'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB9096'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9095 ***********************************************************************
 AB9095  DESIGNATION -  34 168.95
 AB9095  PID         -  AB9095
 AB9095  STATE/COUNTY-  SD/STANLEY
 AB9095  COUNTRY     -  US
 AB9095  USGS QUAD   -  MAY RANCH (2017)
 AB9095
 AB9095                         *CURRENT SURVEY CONTROL
 AB9095  ______________________________________________________________________
 AB9095* NAD 83(1986) POSITION- 44 22 20.     (N) 101 09 21.     (W)   SCALED
 AB9095* NAVD 88 ORTHO HEIGHT -   646.134 (meters)     2119.86  (feet) ADJUSTED
 AB9095  ______________________________________________________________________
 AB9095  GEOID HEIGHT    -        -22.275 (meters)                     GEOID18
 AB9095  DYNAMIC HEIGHT  -        645.971 (meters)     2119.32  (feet) COMP
 AB9095  MODELED GRAVITY -    980,345.3   (mgal)                       NAVD 88
 AB9095
 AB9095  VERT ORDER      -  FIRST     CLASS II
 AB9095
 AB9095.The horizontal coordinates were scaled from a map and have
 AB9095.an estimated accuracy of +/- 6 seconds.
 AB9095
 AB9095.The orthometric height was determined by differential leveling and
 AB9095.adjusted by the NATIONAL GEODETIC SURVEY
 AB9095.in October 1997.
 AB9095
 AB9095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9095.GEOID18 height accuracy estimate available here.
 AB9095
 AB9095.Click photographs - Photos may exist for this station.
 AB9095
 AB9095.The dynamic height is computed by dividing the NAVD 88
 AB9095.geopotential number by the normal gravity value computed on the
 AB9095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9095.degrees latitude (g = 980.6199 gals.).
 AB9095
 AB9095.The modeled gravity was interpolated from observed gravity values.
 AB9095
 AB9095;                    North         East    Units  Estimated Accuracy
 AB9095;SPC SD S     -   226,840.      534,450.      MT  (+/- 180 meters Scaled)
 AB9095
 AB9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ282154(NAD 83)
 AB9095
 AB9095                          SUPERSEDED SURVEY CONTROL
 AB9095
 AB9095.No superseded survey control is available for this station.
 AB9095
 AB9095_MARKER: Z = SEE DESCRIPTION
 AB9095_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9095_STAMPING: 34-168.95 1995
 AB9095_PROJECTION: FLUSH
 AB9095_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9095+STABILITY: POSITION/ELEVATION WELL
 AB9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9095+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 AB9095_ROD/PIPE-DEPTH: 6.4 meters
 AB9095_SLEEVE-DEPTH  : 4.0 meters
 AB9095
 AB9095  HISTORY     - Date     Condition        Report By
 AB9095  HISTORY     - 1995     MONUMENTED       SDDT
 AB9095  HISTORY     - 19950718 GOOD             NGS
 AB9095
 AB9095                          STATION DESCRIPTION
 AB9095
 AB9095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9095'10.7 KM (6.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9095'IN HAYES, 60.5 M (198.5 FT) NORTHWEST OF MILEPOST 169, 31.9 M (104.7
 AB9095'FT) NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) EAST OF THE
 AB9095'CENTER OF A FIELD ENTRANCE AND THE HAAKON-STANLEY COUNTY LINE, 0.5 M
 AB9095'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 AB9095'METAL GUARD POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AB9095'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9095'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS
 AB9095'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AB9095'4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7892 ***********************************************************************
 AC7892  CBN         -  This is a Cooperative Base Network Control Station.
 AC7892  DESIGNATION -  34 227.50
 AC7892  PID         -  AC7892
 AC7892  STATE/COUNTY-  SD/HUGHES
 AC7892  COUNTRY     -  US
 AC7892  USGS QUAD   -  ROUSSEAU (2017)
 AC7892
 AC7892                         *CURRENT SURVEY CONTROL
 AC7892  ______________________________________________________________________
 AC7892* NAD 83(2011) POSITION- 44 17 41.40674(N) 100 01 02.42397(W)   ADJUSTED
 AC7892* NAD 83(2011) ELLIP HT-   434.126 (meters)        (06/27/12)   ADJUSTED
 AC7892* NAD 83(2011) EPOCH   -  2010.00
 AC7892* NAVD 88 ORTHO HEIGHT -   458.0   (meters)     1503.    (feet) GPS OBS
 AC7892  ______________________________________________________________________
 AC7892  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7892  GEOID HEIGHT    -        -23.784 (meters)                     GEOID96
 AC7892  GEOID HEIGHT    -        -23.834 (meters)                     GEOID18
 AC7892  NAD 83(2011) X  -   -795,450.650 (meters)                     COMP
 AC7892  NAD 83(2011) Y  - -4,503,254.886 (meters)                     COMP
 AC7892  NAD 83(2011) Z  -  4,431,902.166 (meters)                     COMP
 AC7892  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 AC7892
 AC7892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7892  Standards:
 AC7892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7892  -------------------------------------------------------------------
 AC7892  NETWORK    1.01   2.96           0.47   0.33   1.51     -0.06405858
 AC7892  -------------------------------------------------------------------
 AC7892  Click here for local accuracies and other accuracy information.
 AC7892
 AC7892.The horizontal coordinates were established by GPS observations
 AC7892.and adjusted by the National Geodetic Survey in June 2012.
 AC7892
 AC7892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7892.been affixed to the stable North American tectonic plate. See 
 AC7892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7892
 AC7892.The horizontal coordinates are valid at the epoch date displayed above
 AC7892.which is a decimal equivalence of Year/Month/Day.
 AC7892
 AC7892.The orthometric height was determined by GPS observations and a
 AC7892.high-resolution geoid model.
 AC7892
 AC7892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7892.GEOID18 height accuracy estimate available here.
 AC7892
 AC7892.Click photographs - Photos may exist for this station.
 AC7892
 AC7892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7892
 AC7892.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7892
 AC7892.The ellipsoidal height was determined by GPS observations
 AC7892.and is referenced to NAD 83.
 AC7892
 AC7892. The following values were computed from the NAD 83(2011) position.
 AC7892
 AC7892;                    North         East     Units Scale Factor Converg.
 AC7892;SPC SD S     -   217,961.918   625,218.127   MT  0.99997658   +0 13 04.8
 AC7892;SPC SD S     -   715,096.73  2,051,236.47   sFT  0.99997658   +0 13 04.8
 AC7892;UTM  14      - 4,905,123.596   418,840.551   MT  0.99968101   -0 42 37.8
 AC7892
 AC7892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7892!SPC SD S     -   0.99993193  x   0.99997658  =   0.99990852
 AC7892!UTM  14      -   0.99993193  x   0.99968101  =   0.99961297
 AC7892
 AC7892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1884005123(NAD 83)
 AC7892
 AC7892                          SUPERSEDED SURVEY CONTROL
 AC7892
 AC7892  NAD 83(2007)-  44 17 41.40685(N)    100 01 02.42511(W) AD(2002.00) 0
 AC7892  ELLIP H (02/10/07)  434.155  (m)                       GP(2002.00)    
 AC7892  ELLIP H (04/15/04)  434.165  (m)                       GP(       ) 2 1
 AC7892  NAD 83(1996)-  44 17 41.40616(N)    100 01 02.42459(W) AD(       ) B
 AC7892  ELLIP H (04/18/97)  434.214  (m)                       GP(       ) 4 1
 AC7892
 AC7892.Superseded values are not recommended for survey control.
 AC7892
 AC7892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7892.See file dsdata.pdf to determine how the superseded data were derived.
 AC7892
 AC7892_MARKER: Z = SEE DESCRIPTION
 AC7892_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7892_STAMPING: 34-227.50 1995
 AC7892_MARK LOGO: NGS
 AC7892_PROJECTION: FLUSH
 AC7892_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7892+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7892_ROD/PIPE-DEPTH: 6.4 meters
 AC7892_SLEEVE-DEPTH  : 1.8 meters
 AC7892
 AC7892  HISTORY     - Date     Condition        Report By
 AC7892  HISTORY     - 1995     MONUMENTED       SDDT
 AC7892  HISTORY     - 19960605 GOOD             NGS
 AC7892  HISTORY     - 20020619 GOOD             INDIV
 AC7892  HISTORY     - 20130116 GOOD             INDIV
 AC7892
 AC7892                          STATION DESCRIPTION
 AC7892
 AC7892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7892'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF PIERRE AND 15.0
 AC7892'MI (24.1 KM) SOUTH OF BLUNT, ON STATE HIGHWAY 34.  OWNERSHIP--THE
 AC7892'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7892'STATE HIGHWAY 34 AND U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE ON THE EAST
 AC7892'SIDE OF PIERRE, GO EAST ON STATE HIGHWAY 34 FOR 15.7 MI (25.3 KM) TO
 AC7892'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7892'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7892'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 500.0 M (1640.4 FT) EAST OF
 AC7892'MILEPOST 227, 21.0 M (68.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.4 M
 AC7892'(14.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 4.1 M (13.5 FT) EAST
 AC7892'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 AC7892'POST AND A FENCE CORNER POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC7892'HIGHWAY, AND 0.08 M (0.26 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS
 AC7892'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7892'CAP.
 AC7892
 AC7892                          STATION RECOVERY (2002)
 AC7892
 AC7892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RL)
 AC7892'RECOVERED BY EMPLOYEE OF COMPASSCOM, INC.
 AC7892
 AC7892                          STATION RECOVERY (2013)
 AC7892
 AC7892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7914 ***********************************************************************
 AC7914  CBN         -  This is a Cooperative Base Network Control Station.
 AC7914  DESIGNATION -  34 242.50
 AC7914  PID         -  AC7914
 AC7914  STATE/COUNTY-  SD/HUGHES
 AC7914  COUNTRY     -  US
 AC7914  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 AC7914
 AC7914                         *CURRENT SURVEY CONTROL
 AC7914  ______________________________________________________________________
 AC7914* NAD 83(2011) POSITION- 44 16 48.18926(N) 099 43 27.82651(W)   ADJUSTED
 AC7914* NAD 83(2011) ELLIP HT-   588.432 (meters)        (06/27/12)   ADJUSTED
 AC7914* NAD 83(2011) EPOCH   -  2010.00
 AC7914* NAVD 88 ORTHO HEIGHT -   612.5   (meters)     2010.    (feet) GPS OBS
 AC7914  ______________________________________________________________________
 AC7914  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7914  GEOID HEIGHT    -        -23.957 (meters)                     GEOID96
 AC7914  GEOID HEIGHT    -        -23.989 (meters)                     GEOID18
 AC7914  NAD 83(2011) X  -   -772,628.371 (meters)                     COMP
 AC7914  NAD 83(2011) Y  - -4,508,502.467 (meters)                     COMP
 AC7914  NAD 83(2011) Z  -  4,430,833.958 (meters)                     COMP
 AC7914  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 AC7914
 AC7914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7914  Standards:
 AC7914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7914  -------------------------------------------------------------------
 AC7914  NETWORK    0.96   2.86           0.44   0.33   1.46     -0.02930718
 AC7914  -------------------------------------------------------------------
 AC7914  Click here for local accuracies and other accuracy information.
 AC7914
 AC7914.The horizontal coordinates were established by GPS observations
 AC7914.and adjusted by the National Geodetic Survey in June 2012.
 AC7914
 AC7914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7914.been affixed to the stable North American tectonic plate. See 
 AC7914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7914
 AC7914.The horizontal coordinates are valid at the epoch date displayed above
 AC7914.which is a decimal equivalence of Year/Month/Day.
 AC7914
 AC7914.The orthometric height was determined by GPS observations and a
 AC7914.high-resolution geoid model.
 AC7914
 AC7914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7914.GEOID18 height accuracy estimate available here.
 AC7914
 AC7914.Click photographs - Photos may exist for this station.
 AC7914
 AC7914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7914
 AC7914.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7914
 AC7914.The ellipsoidal height was determined by GPS observations
 AC7914.and is referenced to NAD 83.
 AC7914
 AC7914. The following values were computed from the NAD 83(2011) position.
 AC7914
 AC7914;                    North         East     Units Scale Factor Converg.
 AC7914;SPC SD S     -   216,449.564   648,608.486   MT  0.99997356   +0 25 12.3
 AC7914;SPC SD S     -   710,134.94  2,127,976.34   sFT  0.99997356   +0 25 12.3
 AC7914;UTM  14      - 4,903,233.553   442,196.013   MT  0.99964109   -0 30 20.7
 AC7914
 AC7914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7914!SPC SD S     -   0.99990774  x   0.99997356  =   0.99988130
 AC7914!UTM  14      -   0.99990774  x   0.99964109  =   0.99954887
 AC7914
 AC7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4219603233(NAD 83)
 AC7914
 AC7914                          SUPERSEDED SURVEY CONTROL
 AC7914
 AC7914  NAD 83(2007)-  44 16 48.18961(N)    099 43 27.82726(W) AD(2002.00) 0
 AC7914  ELLIP H (02/10/07)  588.464  (m)                       GP(2002.00)    
 AC7914  ELLIP H (04/15/04)  588.467  (m)                       GP(       ) 2 1
 AC7914  NAD 83(1996)-  44 16 48.18874(N)    099 43 27.82675(W) AD(       ) B
 AC7914  ELLIP H (04/18/97)  588.528  (m)                       GP(       ) 4 1
 AC7914
 AC7914.Superseded values are not recommended for survey control.
 AC7914
 AC7914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7914.See file dsdata.pdf to determine how the superseded data were derived.
 AC7914
 AC7914_MARKER: Z = SEE DESCRIPTION
 AC7914_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7914_STAMPING: 34-242.50 1995
 AC7914_MARK LOGO: NGS
 AC7914_PROJECTION: FLUSH
 AC7914_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7914+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7914_ROD/PIPE-DEPTH: 6.4 meters
 AC7914_SLEEVE-DEPTH  : 1.8 meters
 AC7914
 AC7914  HISTORY     - Date     Condition        Report By
 AC7914  HISTORY     - 1995     MONUMENTED       SDDT
 AC7914  HISTORY     - 19960926 GOOD             NGS
 AC7914  HISTORY     - 20130116 GOOD             INDIV
 AC7914
 AC7914                          STATION DESCRIPTION
 AC7914
 AC7914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7914'THE STATION IS LOCATED ABOUT 32.0 MI (51.5 KM) EAST OF PIERRE AND 17.0
 AC7914'MI (27.4 KM) SOUTH OF HARROLD, ON STATE HIGHWAY 34.  OWNERSHIP--THE
 AC7914'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7914'STATE HIGHWAY 34 AND U.S. HIGHWAY 83 TRUCK ROUTE AT THE EAST END OF
 AC7914'PIERRE, GO EAST ON STATE HIGHWAY 34 FOR 12.7 MI (20.4 KM) TO A
 AC7914'RAILROAD OVERPASS, CONTINUE EAST ON STATE HIGHWAY 34 FOR 19.3 MI (31.1
 AC7914'KM) TO COUNTY ROAD 200 AND THE STATION ON THE LEFT.  THE STATION IS A
 AC7914'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7914'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 24.7 M
 AC7914'(81.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT) EAST OF
 AC7914'THE CENTER OF THE ROAD, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND
 AC7914'FENCE CORNER, AND 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST.
 AC7914'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7914'A 4-INCH PVC CAP.
 AC7914
 AC7914                          STATION RECOVERY (2013)
 AC7914
 AC7914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7976 ***********************************************************************
 AC7976  CBN         -  This is a Cooperative Base Network Control Station.
 AC7976  DESIGNATION -  34 289.87
 AC7976  PID         -  AC7976
 AC7976  STATE/COUNTY-  SD/BUFFALO
 AC7976  COUNTRY     -  US
 AC7976  USGS QUAD   -  DRY RUN (2017)
 AC7976
 AC7976                         *CURRENT SURVEY CONTROL
 AC7976  ______________________________________________________________________
 AC7976* NAD 83(2011) POSITION- 44 04 45.49862(N) 099 01 35.05181(W)   ADJUSTED
 AC7976* NAD 83(2011) ELLIP HT-   507.718 (meters)        (06/27/12)   ADJUSTED
 AC7976* NAD 83(2011) EPOCH   -  2010.00
 AC7976* NAVD 88 ORTHO HEIGHT -   532.8   (meters)     1748.    (feet) GPS OBS
 AC7976  ______________________________________________________________________
 AC7976  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7976  GEOID HEIGHT    -        -24.984 (meters)                     GEOID96
 AC7976  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 AC7976  NAD 83(2011) X  -   -720,078.623 (meters)                     COMP
 AC7976  NAD 83(2011) Y  - -4,532,877.126 (meters)                     COMP
 AC7976  NAD 83(2011) Z  -  4,414,779.275 (meters)                     COMP
 AC7976  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 AC7976
 AC7976  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7976  Standards:
 AC7976         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7976            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7976  -------------------------------------------------------------------
 AC7976  NETWORK    1.14   3.47           0.54   0.34   1.77     -0.09007699
 AC7976  -------------------------------------------------------------------
 AC7976  Click here for local accuracies and other accuracy information.
 AC7976
 AC7976.The horizontal coordinates were established by GPS observations
 AC7976.and adjusted by the National Geodetic Survey in June 2012.
 AC7976
 AC7976.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7976.been affixed to the stable North American tectonic plate. See 
 AC7976.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7976
 AC7976.The horizontal coordinates are valid at the epoch date displayed above
 AC7976.which is a decimal equivalence of Year/Month/Day.
 AC7976
 AC7976.The orthometric height was determined by GPS observations and a
 AC7976.high-resolution geoid model.
 AC7976
 AC7976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7976.GEOID18 height accuracy estimate available here.
 AC7976
 AC7976.Click photographs - Photos may exist for this station.
 AC7976
 AC7976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7976
 AC7976.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7976
 AC7976.The ellipsoidal height was determined by GPS observations
 AC7976.and is referenced to NAD 83.
 AC7976
 AC7976. The following values were computed from the NAD 83(2011) position.
 AC7976
 AC7976;                    North         East     Units Scale Factor Converg.
 AC7976;SPC SD S     -   194,789.741   704,673.473   MT  0.99993920   +0 54 05.7
 AC7976;SPC SD S     -   639,072.68  2,311,916.22   sFT  0.99993920   +0 54 05.7
 AC7976;UTM  14      - 4,880,681.492   497,885.962   MT  0.99960005   -0 01 06.1
 AC7976
 AC7976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7976!SPC SD S     -   0.99992039  x   0.99993920  =   0.99985960
 AC7976!UTM  14      -   0.99992039  x   0.99960005  =   0.99952048
 AC7976
 AC7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9788580681(NAD 83)
 AC7976
 AC7976                          SUPERSEDED SURVEY CONTROL
 AC7976
 AC7976  NAD 83(2007)-  44 04 45.49872(N)    099 01 35.05267(W) AD(2002.00) 0
 AC7976  ELLIP H (02/10/07)  507.748  (m)                       GP(2002.00)    
 AC7976  ELLIP H (04/15/04)  507.740  (m)                       GP(       ) 2 1
 AC7976  NAD 83(1996)-  44 04 45.49823(N)    099 01 35.05229(W) AD(       ) B
 AC7976  ELLIP H (04/18/97)  507.782  (m)                       GP(       ) 4 1
 AC7976
 AC7976.Superseded values are not recommended for survey control.
 AC7976
 AC7976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7976.See file dsdata.pdf to determine how the superseded data were derived.
 AC7976
 AC7976_MARKER: Z = SEE DESCRIPTION
 AC7976_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7976_STAMPING: 34-289.87
 AC7976_MARK LOGO: NGS
 AC7976_PROJECTION: PROJECTING 10 CENTIMETERS
 AC7976_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7976+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2012
 AC7976_ROD/PIPE-DEPTH: 12.8 meters
 AC7976_SLEEVE-DEPTH  : 1.8 meters
 AC7976
 AC7976  HISTORY     - Date     Condition        Report By
 AC7976  HISTORY     - 1995     MONUMENTED       SDDT
 AC7976  HISTORY     - 19960717 GOOD             NGS
 AC7976  HISTORY     - 20121228 GOOD             INDIV
 AC7976
 AC7976                          STATION DESCRIPTION
 AC7976
 AC7976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7976'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTH-NORTHWEST OF GANN
 AC7976'VALLEY AND 8.0 KM (4.95 MI) WEST OF THE BUFFALO/JERAULD COUNTY LINE,
 AC7976'ON STATE HIGHWAY 34.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 AC7976'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 45, 4.8 KM
 AC7976'(3.00 MI) NORTH OF GANN VALLEY, GO WEST ON STATE HIGHWAY 34 FOR 3.2 KM
 AC7976'(2.00 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC7976'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7976'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 36.6 M (120.1
 AC7976'FT) NORTH OF THE HIGHWAY CENTERLINE, 19.8 M (65.0 FT) NORTH OF A FENCE
 AC7976'CORNER AND AN UNDERGROUND CABLE JUNCTION BOX, 6.2 M (20.3 FT) EAST OF
 AC7976'AND LEVEL WITH THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) WEST OF A
 AC7976'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) EAST OF A METAL GUARD POST.
 AC7976'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7976'A 4-INCH PVC CAP.
 AC7976
 AC7976                          STATION RECOVERY (2012)
 AC7976
 AC7976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7855 ***********************************************************************
 AC7855  CBN         -  This is a Cooperative Base Network Control Station.
 AC7855  DESIGNATION -  34 303.63
 AC7855  PID         -  AC7855
 AC7855  STATE/COUNTY-  SD/JERAULD
 AC7855  COUNTRY     -  US
 AC7855  USGS QUAD   -  WESSINGTON SPRINGS SW (2017)
 AC7855
 AC7855                         *CURRENT SURVEY CONTROL
 AC7855  ______________________________________________________________________
 AC7855* NAD 83(2011) POSITION- 44 04 47.28928(N) 098 44 55.58425(W)   ADJUSTED
 AC7855* NAD 83(2011) ELLIP HT-   548.022 (meters)        (06/27/12)   ADJUSTED
 AC7855* NAD 83(2011) EPOCH   -  2010.00
 AC7855* NAVD 88 ORTHO HEIGHT -   573.2   (meters)     1881.    (feet) GPS OBS
 AC7855  ______________________________________________________________________
 AC7855  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7855  GEOID HEIGHT    -        -25.134 (meters)                     GEOID96
 AC7855  GEOID HEIGHT    -        -25.210 (meters)                     GEOID18
 AC7855  NAD 83(2011) X  -   -698,104.503 (meters)                     COMP
 AC7855  NAD 83(2011) Y  - -4,536,303.691 (meters)                     COMP
 AC7855  NAD 83(2011) Z  -  4,414,847.019 (meters)                     COMP
 AC7855  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 AC7855
 AC7855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7855  Standards:
 AC7855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7855  -------------------------------------------------------------------
 AC7855  NETWORK    1.10   3.29           0.52   0.34   1.68     -0.08263179
 AC7855  -------------------------------------------------------------------
 AC7855  Click here for local accuracies and other accuracy information.
 AC7855
 AC7855.The horizontal coordinates were established by GPS observations
 AC7855.and adjusted by the National Geodetic Survey in June 2012.
 AC7855
 AC7855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7855.been affixed to the stable North American tectonic plate. See 
 AC7855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7855
 AC7855.The horizontal coordinates are valid at the epoch date displayed above
 AC7855.which is a decimal equivalence of Year/Month/Day.
 AC7855
 AC7855.The orthometric height was determined by GPS observations and a
 AC7855.high-resolution geoid model.
 AC7855
 AC7855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7855.GEOID18 height accuracy estimate available here.
 AC7855
 AC7855.Click photographs - Photos may exist for this station.
 AC7855
 AC7855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7855
 AC7855.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7855
 AC7855.The ellipsoidal height was determined by GPS observations
 AC7855.and is referenced to NAD 83.
 AC7855
 AC7855. The following values were computed from the NAD 83(2011) position.
 AC7855
 AC7855;                    North         East     Units Scale Factor Converg.
 AC7855;SPC SD S     -   195,232.050   726,905.641   MT  0.99993926   +1 05 35.2
 AC7855;SPC SD S     -   640,523.82  2,384,856.26   sFT  0.99993926   +1 05 35.2
 AC7855;UTM  14      - 4,880,767.077   520,114.854   MT  0.99960498   +0 10 29.2
 AC7855
 AC7855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7855!SPC SD S     -   0.99991408  x   0.99993926  =   0.99985334
 AC7855!UTM  14      -   0.99991408  x   0.99960498  =   0.99951909
 AC7855
 AC7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2011480767(NAD 83)
 AC7855
 AC7855                          SUPERSEDED SURVEY CONTROL
 AC7855
 AC7855  NAD 83(2007)-  44 04 47.28938(N)    098 44 55.58511(W) AD(2002.00) 0
 AC7855  ELLIP H (02/10/07)  548.052  (m)                       GP(2002.00)    
 AC7855  ELLIP H (04/15/04)  548.048  (m)                       GP(       ) 2 1
 AC7855  NAD 83(1996)-  44 04 47.28889(N)    098 44 55.58474(W) AD(       ) B
 AC7855  ELLIP H (04/18/97)  548.090  (m)                       GP(       ) 4 1
 AC7855
 AC7855.Superseded values are not recommended for survey control.
 AC7855
 AC7855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7855.See file dsdata.pdf to determine how the superseded data were derived.
 AC7855
 AC7855_MARKER: Z = SEE DESCRIPTION
 AC7855_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7855_STAMPING: 34-303.63 1995
 AC7855_MARK LOGO: NGS
 AC7855_PROJECTION: FLUSH
 AC7855_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7855+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2012
 AC7855_ROD/PIPE-DEPTH: 6.4 meters
 AC7855_SLEEVE-DEPTH  : 1.8 meters
 AC7855
 AC7855  HISTORY     - Date     Condition        Report By
 AC7855  HISTORY     - 1995     MONUMENTED       SDDT
 AC7855  HISTORY     - 19960924 GOOD             NGS
 AC7855  HISTORY     - 20120125 GOOD             INDIV
 AC7855
 AC7855                          STATION DESCRIPTION
 AC7855
 AC7855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7855'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTH OF CROW LAKE, 9.0
 AC7855'MI (14.5 KM) EAST OF THE JERAULD/BUFFALO COUNTY LINE, AND 8.0 MI (12.9
 AC7855'KM) WEST OF WESSINGTON SPRINGS, ON STATE HIGHWAY 34. OWNERSHIP--THE
 AC7855'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7855'STATE HIGHWAY 34 AND U.S. HIGHWAY 281, 6.0 MI (9.7 KM) EAST OF
 AC7855'WESSINGTON SPRINGS, GO WEST ON STATE HIGHWAY 34 FOR 6.0 MI (9.7 KM) TO
 AC7855'A PAVED ROAD RIGHT LEADING TO WESSINGTON SPRINGS, CONTINUE WEST ON
 AC7855'HIGHWAY 34 FOR 9.0 MI (14.5 KM) TO A GRAVELED ROAD AND THE STATION ON
 AC7855'THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7855'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7855'STEEL PIPE.  LOCATED 23.5 M (77.1 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AC7855'10.4 M (34.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT)
 AC7855'WEST OF A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND
 AC7855'0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7855'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7855
 AC7855                          STATION RECOVERY (2012)
 AC7855
 AC7855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7878 ***********************************************************************
 AC7878  CBN         -  This is a Cooperative Base Network Control Station.
 AC7878  DESIGNATION -  34 318.60
 AC7878  PID         -  AC7878
 AC7878  STATE/COUNTY-  SD/JERAULD
 AC7878  COUNTRY     -  US
 AC7878  USGS QUAD   -  LANE (2017)
 AC7878
 AC7878                         *CURRENT SURVEY CONTROL
 AC7878  ______________________________________________________________________
 AC7878* NAD 83(2011) POSITION- 44 04 02.03649(N) 098 27 08.43843(W)   ADJUSTED
 AC7878* NAD 83(2011) ELLIP HT-   400.585 (meters)        (06/27/12)   ADJUSTED
 AC7878* NAD 83(2011) EPOCH   -  2010.00
 AC7878* NAVD 88 ORTHO HEIGHT -   426.0   (meters)     1398.    (feet) GPS OBS
 AC7878  ______________________________________________________________________
 AC7878  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7878  GEOID HEIGHT    -        -25.328 (meters)                     GEOID96
 AC7878  GEOID HEIGHT    -        -25.365 (meters)                     GEOID18
 AC7878  NAD 83(2011) X  -   -674,753.175 (meters)                     COMP
 AC7878  NAD 83(2011) Y  - -4,540,711.003 (meters)                     COMP
 AC7878  NAD 83(2011) Z  -  4,413,740.917 (meters)                     COMP
 AC7878  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 AC7878
 AC7878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7878  Standards:
 AC7878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7878  -------------------------------------------------------------------
 AC7878  NETWORK    0.95   2.84           0.45   0.28   1.45     -0.11984884
 AC7878  -------------------------------------------------------------------
 AC7878  Click here for local accuracies and other accuracy information.
 AC7878
 AC7878.The horizontal coordinates were established by GPS observations
 AC7878.and adjusted by the National Geodetic Survey in June 2012.
 AC7878
 AC7878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7878.been affixed to the stable North American tectonic plate. See 
 AC7878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7878
 AC7878.The horizontal coordinates are valid at the epoch date displayed above
 AC7878.which is a decimal equivalence of Year/Month/Day.
 AC7878
 AC7878.The orthometric height was determined by GPS observations and a
 AC7878.high-resolution geoid model.
 AC7878
 AC7878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7878.GEOID18 height accuracy estimate available here.
 AC7878
 AC7878.Click photographs - Photos may exist for this station.
 AC7878
 AC7878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7878
 AC7878.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7878
 AC7878.The ellipsoidal height was determined by GPS observations
 AC7878.and is referenced to NAD 83.
 AC7878
 AC7878. The following values were computed from the NAD 83(2011) position.
 AC7878
 AC7878;                    North         East     Units Scale Factor Converg.
 AC7878;SPC SD S     -   194,331.065   750,674.229   MT  0.99993752   +1 17 51.4
 AC7878;SPC SD S     -   637,567.84  2,462,837.03   sFT  0.99993752   +1 17 51.4
 AC7878;UTM  14      - 4,879,486.019   543,858.243   MT  0.99962366   +0 22 51.2
 AC7878
 AC7878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7878!SPC SD S     -   0.99993719  x   0.99993752  =   0.99987471
 AC7878!UTM  14      -   0.99993719  x   0.99962366  =   0.99956087
 AC7878
 AC7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP4385879486(NAD 83)
 AC7878
 AC7878                          SUPERSEDED SURVEY CONTROL
 AC7878
 AC7878  NAD 83(2007)-  44 04 02.03656(N)    098 27 08.43930(W) AD(2002.00) 0
 AC7878  ELLIP H (02/10/07)  400.615  (m)                       GP(2002.00)    
 AC7878  ELLIP H (04/15/04)  400.608  (m)                       GP(       ) 2 1
 AC7878  NAD 83(1996)-  44 04 02.03613(N)    098 27 08.43894(W) AD(       ) B
 AC7878  ELLIP H (04/18/97)  400.647  (m)                       GP(       ) 4 1
 AC7878
 AC7878.Superseded values are not recommended for survey control.
 AC7878
 AC7878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7878.See file dsdata.pdf to determine how the superseded data were derived.
 AC7878
 AC7878_MARKER: Z = SEE DESCRIPTION
 AC7878_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7878_STAMPING: 34-318.60 1995
 AC7878_MARK LOGO: NGS
 AC7878_PROJECTION: FLUSH
 AC7878_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7878+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AC7878_ROD/PIPE-DEPTH: 6.4 meters
 AC7878_SLEEVE-DEPTH  : 1.8 meters
 AC7878
 AC7878  HISTORY     - Date     Condition        Report By
 AC7878  HISTORY     - 1995     MONUMENTED       SDDT
 AC7878  HISTORY     - 19960715 GOOD             NGS
 AC7878  HISTORY     - 20071002 GOOD             WAPA
 AC7878  HISTORY     - 20160516 GOOD             DEWDAV
 AC7878
 AC7878                          STATION DESCRIPTION
 AC7878
 AC7878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7878'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF WESSINGTON
 AC7878'SPRINGS AND 1.6 KM (1.00 MI) WEST OF LANE, AT THE JUNCTION OF U.S.
 AC7878'HIGHWAY 281 AND STATE HIGHWAY 34.  OWNERSHIP--THE STATE OF SOUTH
 AC7878'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34
 AC7878'AND THE MAIN ROAD TO LANE, ON THE WEST END OF LANE (BY CJ REPAIR), GO
 AC7878'WEST ON STATE HIGHWAY 34 FOR 1.8 KM (1.10 MI) TO THE JUNCTION OF U.S.
 AC7878'HIGHWAY 281 AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT
 AC7878'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7878'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 59.4 M (194.9
 AC7878'FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 281, 48.1 M (157.8 FT)
 AC7878'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 34, 34.6 M (113.5 FT)
 AC7878'SOUTHWEST OF A UTILITY BRACE POLE WITH 2 GUY CABLES SUPPORTING 2
 AC7878'HIGHWAY SIGNAL LIGHTS, 21.8 M (71.5 FT) SOUTHEAST OF A FENCE CORNER,
 AC7878'12.4 M (40.7 FT) NORTHWEST OF A FENCE CORNER, 0.8 M (2.6 FT) EAST OF A
 AC7878'FENCE, 0.4 M (1.3 FT) WEST OF A METAL GUARD POST, AND 0.3 M (1.0 FT)
 AC7878'EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7878'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7878
 AC7878                          STATION RECOVERY (2007)
 AC7878
 AC7878'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 AC7878'RECOVERED IN GOOD CONDITION.
 AC7878
 AC7878                          STATION RECOVERY (2016)
 AC7878
 AC7878'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AC7878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5254 ***********************************************************************
 AC5254  DESIGNATION -  34 331.41
 AC5254  PID         -  AC5254
 AC5254  STATE/COUNTY-  SD/SANBORN
 AC5254  COUNTRY     -  US
 AC5254  USGS QUAD   -  FORESTBURG SW (2017)
 AC5254
 AC5254                         *CURRENT SURVEY CONTROL
 AC5254  ______________________________________________________________________
 AC5254* NAD 83(1986) POSITION- 44 03 17.     (N) 098 12 12.     (W)   SCALED
 AC5254* NAVD 88 ORTHO HEIGHT -   393.904 (meters)     1292.33  (feet) ADJUSTED
 AC5254  ______________________________________________________________________
 AC5254  GEOID HEIGHT    -        -25.525 (meters)                     GEOID18
 AC5254  DYNAMIC HEIGHT  -        393.825 (meters)     1292.07  (feet) COMP
 AC5254  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 AC5254
 AC5254  VERT ORDER      -  FIRST     CLASS II
 AC5254
 AC5254.The horizontal coordinates were scaled from a map and have
 AC5254.an estimated accuracy of +/- 6 seconds.
 AC5254
 AC5254.The orthometric height was determined by differential leveling and
 AC5254.adjusted by the NATIONAL GEODETIC SURVEY
 AC5254.in October 1997.
 AC5254
 AC5254.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5254.GEOID18 height accuracy estimate available here.
 AC5254
 AC5254.Click photographs - Photos may exist for this station.
 AC5254
 AC5254.The dynamic height is computed by dividing the NAVD 88
 AC5254.geopotential number by the normal gravity value computed on the
 AC5254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5254.degrees latitude (g = 980.6199 gals.).
 AC5254
 AC5254.The modeled gravity was interpolated from observed gravity values.
 AC5254
 AC5254;                    North         East    Units  Estimated Accuracy
 AC5254;SPC SD S     -   193,420.      770,650.      MT  (+/- 180 meters Scaled)
 AC5254
 AC5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP638782(NAD 83)
 AC5254
 AC5254                          SUPERSEDED SURVEY CONTROL
 AC5254
 AC5254.No superseded survey control is available for this station.
 AC5254
 AC5254_MARKER: DD = SURVEY DISK
 AC5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5254_STAMPING: 34 331.41
 AC5254_MARK LOGO: SDDT
 AC5254_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5254+STABILITY: SURFACE MOTION
 AC5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5254+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5254
 AC5254  HISTORY     - Date     Condition        Report By
 AC5254  HISTORY     - UNK      MONUMENTED       SDDT
 AC5254  HISTORY     - 19950630 GOOD             NGS
 AC5254  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 AC5254
 AC5254                          STATION DESCRIPTION
 AC5254
 AC5254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5254'35.7 KM (22.20 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5254'OF U.S. HIGHWAY 14 IN HURON, 658.0 M (2158.8 FT) EAST OF MILEPOST 331,
 AC5254'31.7 M (104.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AC5254'THE HIGHWAY, 17.5 M (57.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 AC5254'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF
 AC5254'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5254'ABOVE THE GROUND SURFACE.
 AC5254
 AC5254                          STATION RECOVERY (2012)
 AC5254
 AC5254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5255 ***********************************************************************
 AC5255  DESIGNATION -  34 332.50
 AC5255  PID         -  AC5255
 AC5255  STATE/COUNTY-  SD/SANBORN
 AC5255  COUNTRY     -  US
 AC5255  USGS QUAD   -  FORESTBURG SW (2017)
 AC5255
 AC5255                         *CURRENT SURVEY CONTROL
 AC5255  ______________________________________________________________________
 AC5255* NAD 83(1986) POSITION- 44 03 17.     (N) 098 10 55.     (W)   SCALED
 AC5255* NAVD 88 ORTHO HEIGHT -   391.384 (meters)     1284.07  (feet) ADJUSTED
 AC5255  ______________________________________________________________________
 AC5255  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 AC5255  DYNAMIC HEIGHT  -        391.305 (meters)     1283.81  (feet) COMP
 AC5255  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 AC5255
 AC5255  VERT ORDER      -  FIRST     CLASS II
 AC5255
 AC5255.The horizontal coordinates were scaled from a map and have
 AC5255.an estimated accuracy of +/- 6 seconds.
 AC5255
 AC5255.The orthometric height was determined by differential leveling and
 AC5255.adjusted by the NATIONAL GEODETIC SURVEY
 AC5255.in October 1997.
 AC5255
 AC5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5255.GEOID18 height accuracy estimate available here.
 AC5255
 AC5255.Click photographs - Photos may exist for this station.
 AC5255
 AC5255.The dynamic height is computed by dividing the NAVD 88
 AC5255.geopotential number by the normal gravity value computed on the
 AC5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5255.degrees latitude (g = 980.6199 gals.).
 AC5255
 AC5255.The modeled gravity was interpolated from observed gravity values.
 AC5255
 AC5255;                    North         East    Units  Estimated Accuracy
 AC5255;SPC SD S     -   193,470.      772,370.      MT  (+/- 180 meters Scaled)
 AC5255
 AC5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP655782(NAD 83)
 AC5255
 AC5255                          SUPERSEDED SURVEY CONTROL
 AC5255
 AC5255.No superseded survey control is available for this station.
 AC5255
 AC5255_MARKER: DB = BENCH MARK DISK
 AC5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5255_STAMPING: 34-332.50
 AC5255_MARK LOGO: SDDT
 AC5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5255+STABILITY: SURFACE MOTION
 AC5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5255+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 AC5255
 AC5255  HISTORY     - Date     Condition        Report By
 AC5255  HISTORY     - UNK      MONUMENTED       SDDT
 AC5255  HISTORY     - 19950630 GOOD             NGS
 AC5255  HISTORY     - 20120518 GOOD             INDIV
 AC5255
 AC5255                          STATION DESCRIPTION
 AC5255
 AC5255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5255'37.4 KM (23.25 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5255'OF U.S. HIGHWAY 14 IN HURON, 780.0 M (2559.0 FT) WEST OF MILEPOST 333,
 AC5255'778.0 M (2552.5 FT) EAST OF MILEPOST 332, 22.7 M (74.5 FT) NORTH OF
 AC5255'THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) EAST OF A FENCE CORNER, 0.5 M
 AC5255'(1.6 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC5255'HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AC5255'FLUSH WITH THE GROUND SURFACE.
 AC5255
 AC5255                          STATION RECOVERY (2012)
 AC5255
 AC5255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5256 ***********************************************************************
 AC5256  DESIGNATION -  34 333.44
 AC5256  PID         -  AC5256
 AC5256  STATE/COUNTY-  SD/SANBORN
 AC5256  COUNTRY     -  US
 AC5256  USGS QUAD   -  FORESTBURG SW (2017)
 AC5256
 AC5256                         *CURRENT SURVEY CONTROL
 AC5256  ______________________________________________________________________
 AC5256* NAD 83(1986) POSITION- 44 03 14.     (N) 098 09 46.     (W)   SCALED
 AC5256* NAVD 88 ORTHO HEIGHT -   393.005 (meters)     1289.38  (feet) ADJUSTED
 AC5256  ______________________________________________________________________
 AC5256  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 AC5256  DYNAMIC HEIGHT  -        392.926 (meters)     1289.12  (feet) COMP
 AC5256  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 AC5256
 AC5256  VERT ORDER      -  FIRST     CLASS II
 AC5256
 AC5256.The horizontal coordinates were scaled from a map and have
 AC5256.an estimated accuracy of +/- 6 seconds.
 AC5256
 AC5256.The orthometric height was determined by differential leveling and
 AC5256.adjusted by the NATIONAL GEODETIC SURVEY
 AC5256.in October 1997.
 AC5256
 AC5256.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5256.GEOID18 height accuracy estimate available here.
 AC5256
 AC5256.Click photographs - Photos may exist for this station.
 AC5256
 AC5256.The dynamic height is computed by dividing the NAVD 88
 AC5256.geopotential number by the normal gravity value computed on the
 AC5256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5256.degrees latitude (g = 980.6199 gals.).
 AC5256
 AC5256.The modeled gravity was interpolated from observed gravity values.
 AC5256
 AC5256;                    North         East    Units  Estimated Accuracy
 AC5256;SPC SD S     -   193,420.      773,900.      MT  (+/- 180 meters Scaled)
 AC5256
 AC5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP670781(NAD 83)
 AC5256
 AC5256                          SUPERSEDED SURVEY CONTROL
 AC5256
 AC5256.No superseded survey control is available for this station.
 AC5256
 AC5256_MARKER: Z = SEE DESCRIPTION
 AC5256_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5256_STAMPING: 34-333.44
 AC5256_PROJECTION: FLUSH
 AC5256_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5256+STABILITY: POSITION/ELEVATION WELL
 AC5256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5256+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5256_ROD/PIPE-DEPTH: 6.4 meters
 AC5256_SLEEVE-DEPTH  : 2.0 meters
 AC5256
 AC5256  HISTORY     - Date     Condition        Report By
 AC5256  HISTORY     - UNK      MONUMENTED       SDDT
 AC5256  HISTORY     - 19950630 GOOD             NGS
 AC5256  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 AC5256
 AC5256                          STATION DESCRIPTION
 AC5256
 AC5256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5256'38.9 KM (24.15 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5256'OF U.S. HIGHWAY 14 IN HURON, 708.0 M (2322.8 FT) EAST OF MILEPOST 333,
 AC5256'22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) WEST
 AC5256'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE
 AC5256'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, AND
 AC5256'0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 AC5256'POINT IS A STAINLESS STEEL BALL THAT IS EPOXIED TO AN IRON PIPE CAP
 AC5256'THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE
 AC5256'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AC5256'CAP.
 AC5256
 AC5256                          STATION RECOVERY (2012)
 AC5256
 AC5256'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5257 ***********************************************************************
 AC5257  DESIGNATION -  34 334.60
 AC5257  PID         -  AC5257
 AC5257  STATE/COUNTY-  SD/SANBORN
 AC5257  COUNTRY     -  US
 AC5257  USGS QUAD   -  FORESTBURG SW (2017)
 AC5257
 AC5257                         *CURRENT SURVEY CONTROL
 AC5257  ______________________________________________________________________
 AC5257* NAD 83(1986) POSITION- 44 02 43.     (N) 098 08 41.     (W)   SCALED
 AC5257* NAVD 88 ORTHO HEIGHT -   392.336 (meters)     1287.19  (feet) ADJUSTED
 AC5257  ______________________________________________________________________
 AC5257  GEOID HEIGHT    -        -25.558 (meters)                     GEOID18
 AC5257  DYNAMIC HEIGHT  -        392.257 (meters)     1286.93  (feet) COMP
 AC5257  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 AC5257
 AC5257  VERT ORDER      -  FIRST     CLASS II
 AC5257
 AC5257.The horizontal coordinates were scaled from a map and have
 AC5257.an estimated accuracy of +/- 6 seconds.
 AC5257
 AC5257.The orthometric height was determined by differential leveling and
 AC5257.adjusted by the NATIONAL GEODETIC SURVEY
 AC5257.in October 1997.
 AC5257
 AC5257.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5257.GEOID18 height accuracy estimate available here.
 AC5257
 AC5257.Click photographs - Photos may exist for this station.
 AC5257
 AC5257.The dynamic height is computed by dividing the NAVD 88
 AC5257.geopotential number by the normal gravity value computed on the
 AC5257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5257.degrees latitude (g = 980.6199 gals.).
 AC5257
 AC5257.The modeled gravity was interpolated from observed gravity values.
 AC5257
 AC5257;                    North         East    Units  Estimated Accuracy
 AC5257;SPC SD S     -   192,500.      775,380.      MT  (+/- 180 meters Scaled)
 AC5257
 AC5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP685772(NAD 83)
 AC5257
 AC5257                          SUPERSEDED SURVEY CONTROL
 AC5257
 AC5257.No superseded survey control is available for this station.
 AC5257
 AC5257_MARKER: DD = SURVEY DISK
 AC5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5257_STAMPING: 34 334.60
 AC5257_MARK LOGO: SDDT
 AC5257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5257+STABILITY: SURFACE MOTION
 AC5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5257+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5257
 AC5257  HISTORY     - Date     Condition        Report By
 AC5257  HISTORY     - UNK      MONUMENTED       SDDT
 AC5257  HISTORY     - 19950630 GOOD             NGS
 AC5257  HISTORY     - 20120517 GOOD             INDIV
 AC5257
 AC5257                          STATION DESCRIPTION
 AC5257
 AC5257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5257'40.7 KM (25.30 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5257'OF U.S. HIGHWAY 14 IN HURON, 635.0 M (2083.3 FT) WEST OF MILEPOST 335,
 AC5257'22.3 M (73.2 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT)
 AC5257'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT)
 AC5257'NORTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 AC5257'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5257'GROUND SURFACE.
 AC5257
 AC5257                          STATION RECOVERY (2012)
 AC5257
 AC5257'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5258 ***********************************************************************
 AC5258  DESIGNATION -  34 335.50
 AC5258  PID         -  AC5258
 AC5258  STATE/COUNTY-  SD/SANBORN
 AC5258  COUNTRY     -  US
 AC5258  USGS QUAD   -  FORESTBURG SW (2017)
 AC5258
 AC5258                         *CURRENT SURVEY CONTROL
 AC5258  ______________________________________________________________________
 AC5258* NAD 83(1986) POSITION- 44 02 11.     (N) 098 07 58.     (W)   SCALED
 AC5258* NAVD 88 ORTHO HEIGHT -   391.236 (meters)     1283.58  (feet) ADJUSTED
 AC5258  ______________________________________________________________________
 AC5258  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 AC5258  DYNAMIC HEIGHT  -        391.157 (meters)     1283.32  (feet) COMP
 AC5258  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 AC5258
 AC5258  VERT ORDER      -  FIRST     CLASS II
 AC5258
 AC5258.The horizontal coordinates were scaled from a map and have
 AC5258.an estimated accuracy of +/- 6 seconds.
 AC5258
 AC5258.The orthometric height was determined by differential leveling and
 AC5258.adjusted by the NATIONAL GEODETIC SURVEY
 AC5258.in October 1997.
 AC5258
 AC5258.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5258.GEOID18 height accuracy estimate available here.
 AC5258
 AC5258.Click photographs - Photos may exist for this station.
 AC5258
 AC5258.The dynamic height is computed by dividing the NAVD 88
 AC5258.geopotential number by the normal gravity value computed on the
 AC5258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5258.degrees latitude (g = 980.6199 gals.).
 AC5258
 AC5258.The modeled gravity was interpolated from observed gravity values.
 AC5258
 AC5258;                    North         East    Units  Estimated Accuracy
 AC5258;SPC SD S     -   191,530.      776,360.      MT  (+/- 180 meters Scaled)
 AC5258
 AC5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP694762(NAD 83)
 AC5258
 AC5258                          SUPERSEDED SURVEY CONTROL
 AC5258
 AC5258.No superseded survey control is available for this station.
 AC5258
 AC5258_MARKER: DD = SURVEY DISK
 AC5258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5258_STAMPING: 34 335.50
 AC5258_MARK LOGO: SDDT
 AC5258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5258+STABILITY: SURFACE MOTION
 AC5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5258+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5258
 AC5258  HISTORY     - Date     Condition        Report By
 AC5258  HISTORY     - UNK      MONUMENTED       SDDT
 AC5258  HISTORY     - 19950630 GOOD             NGS
 AC5258  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 AC5258
 AC5258                          STATION DESCRIPTION
 AC5258
 AC5258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5258'42.1 KM (26.15 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5258'OF U.S. HIGHWAY 14 IN HURON, 801.0 M (2627.9 FT) EAST OF MILEPOST 335,
 AC5258'785.0 M (2575.5 FT) WEST OF MILEPOST 336, 22.5 M (73.8 FT) NORTHEAST
 AC5258'OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT) NORTHWEST OF THE CENTER OF
 AC5258'A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AC5258'(1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AC5258'(0.3 FT) ABOVE THE GROUND SURFACE.
 AC5258
 AC5258                          STATION RECOVERY (2012)
 AC5258
 AC5258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5259 ***********************************************************************
 AC5259  DESIGNATION -  34 336.43
 AC5259  PID         -  AC5259
 AC5259  STATE/COUNTY-  SD/SANBORN
 AC5259  COUNTRY     -  US
 AC5259  USGS QUAD   -  FORESTBURG (2017)
 AC5259
 AC5259                         *CURRENT SURVEY CONTROL
 AC5259  ______________________________________________________________________
 AC5259* NAD 83(1986) POSITION- 44 01 36.     (N) 098 07 16.     (W)   SCALED
 AC5259* NAVD 88 ORTHO HEIGHT -   389.866 (meters)     1279.09  (feet) ADJUSTED
 AC5259  ______________________________________________________________________
 AC5259  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 AC5259  DYNAMIC HEIGHT  -        389.787 (meters)     1278.83  (feet) COMP
 AC5259  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 AC5259
 AC5259  VERT ORDER      -  FIRST     CLASS II
 AC5259
 AC5259.The horizontal coordinates were scaled from a map and have
 AC5259.an estimated accuracy of +/- 6 seconds.
 AC5259
 AC5259.The orthometric height was determined by differential leveling and
 AC5259.adjusted by the NATIONAL GEODETIC SURVEY
 AC5259.in October 1997.
 AC5259
 AC5259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5259.GEOID18 height accuracy estimate available here.
 AC5259
 AC5259.Click photographs - Photos may exist for this station.
 AC5259
 AC5259.The dynamic height is computed by dividing the NAVD 88
 AC5259.geopotential number by the normal gravity value computed on the
 AC5259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5259.degrees latitude (g = 980.6199 gals.).
 AC5259
 AC5259.The modeled gravity was interpolated from observed gravity values.
 AC5259
 AC5259;                    North         East    Units  Estimated Accuracy
 AC5259;SPC SD S     -   190,480.      777,320.      MT  (+/- 180 meters Scaled)
 AC5259
 AC5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP704752(NAD 83)
 AC5259
 AC5259                          SUPERSEDED SURVEY CONTROL
 AC5259
 AC5259.No superseded survey control is available for this station.
 AC5259
 AC5259_MARKER: DD = SURVEY DISK
 AC5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5259_STAMPING: 34 336.43
 AC5259_MARK LOGO: SDDT
 AC5259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5259+STABILITY: SURFACE MOTION
 AC5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5259+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5259
 AC5259  HISTORY     - Date     Condition        Report By
 AC5259  HISTORY     - UNK      MONUMENTED       SDDT
 AC5259  HISTORY     - 19950630 GOOD             NGS
 AC5259  HISTORY     - 20120517 MARK NOT FOUND   INDIV
 AC5259
 AC5259                          STATION DESCRIPTION
 AC5259
 AC5259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5259'43.6 KM (27.10 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5259'OF U.S. HIGHWAY 14 IN HURON, AT THE SOUTHEAST END OF A ROADSIDE PARK,
 AC5259'684.0 M (2244.1 FT) EAST OF MILEPOST 336, 22.5 M (73.8 FT) NORTHEAST
 AC5259'OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC5259'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 AC5259'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5259
 AC5259                          STATION RECOVERY (2012)
 AC5259
 AC5259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5260 ***********************************************************************
 AC5260  DESIGNATION -  34 337.50
 AC5260  PID         -  AC5260
 AC5260  STATE/COUNTY-  SD/SANBORN
 AC5260  COUNTRY     -  US
 AC5260  USGS QUAD   -  FORESTBURG (2017)
 AC5260
 AC5260                         *CURRENT SURVEY CONTROL
 AC5260  ______________________________________________________________________
 AC5260* NAD 83(1986) POSITION- 44 01 00.     (N) 098 06 10.     (W)   SCALED
 AC5260* NAVD 88 ORTHO HEIGHT -   373.355 (meters)     1224.92  (feet) ADJUSTED
 AC5260  ______________________________________________________________________
 AC5260  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 AC5260  DYNAMIC HEIGHT  -        373.278 (meters)     1224.66  (feet) COMP
 AC5260  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 AC5260
 AC5260  VERT ORDER      -  FIRST     CLASS II
 AC5260
 AC5260.The horizontal coordinates were scaled from a map and have
 AC5260.an estimated accuracy of +/- 6 seconds.
 AC5260
 AC5260.The orthometric height was determined by differential leveling and
 AC5260.adjusted by the NATIONAL GEODETIC SURVEY
 AC5260.in October 1997.
 AC5260
 AC5260.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5260.GEOID18 height accuracy estimate available here.
 AC5260
 AC5260.Click photographs - Photos may exist for this station.
 AC5260
 AC5260.The dynamic height is computed by dividing the NAVD 88
 AC5260.geopotential number by the normal gravity value computed on the
 AC5260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5260.degrees latitude (g = 980.6199 gals.).
 AC5260
 AC5260.The modeled gravity was interpolated from observed gravity values.
 AC5260
 AC5260;                    North         East    Units  Estimated Accuracy
 AC5260;SPC SD S     -   189,410.      778,820.      MT  (+/- 180 meters Scaled)
 AC5260
 AC5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP719741(NAD 83)
 AC5260
 AC5260                          SUPERSEDED SURVEY CONTROL
 AC5260
 AC5260.No superseded survey control is available for this station.
 AC5260
 AC5260_MARKER: DD = SURVEY DISK
 AC5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5260_STAMPING: 34 337.50
 AC5260_MARK LOGO: SDDT
 AC5260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5260+STABILITY: SURFACE MOTION
 AC5260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5260+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5260
 AC5260  HISTORY     - Date     Condition        Report By
 AC5260  HISTORY     - UNK      MONUMENTED       SDDT
 AC5260  HISTORY     - 19950630 GOOD             NGS
 AC5260  HISTORY     - 20120517 MARK NOT FOUND   INDIV
 AC5260
 AC5260                          STATION DESCRIPTION
 AC5260
 AC5260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5260'45.4 KM (28.20 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5260'OF U.S. HIGHWAY IN HURON, 916.0 M (3005.2 FT) EAST OF MILEPOST 337,
 AC5260'178.7 M (586.3 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 22.0 M (72.2
 AC5260'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE
 AC5260'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND
 AC5260'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC5260'SURFACE.
 AC5260
 AC5260                          STATION RECOVERY (2012)
 AC5260
 AC5260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5261 ***********************************************************************
 AC5261  CBN         -  This is a Cooperative Base Network Control Station.
 AC5261  DESIGNATION -  34 338.42
 AC5261  PID         -  AC5261
 AC5261  STATE/COUNTY-  SD/SANBORN
 AC5261  COUNTRY     -  US
 AC5261  USGS QUAD   -  FORESTBURG (2017)
 AC5261
 AC5261                         *CURRENT SURVEY CONTROL
 AC5261  ______________________________________________________________________
 AC5261* NAD 83(2011) POSITION- 44 00 36.14587(N) 098 05 18.00418(W)   ADJUSTED
 AC5261* NAD 83(2011) ELLIP HT-   353.881 (meters)        (06/27/12)   ADJUSTED
 AC5261* NAD 83(2011) EPOCH   -  2010.00
 AC5261* NAVD 88 ORTHO HEIGHT -   379.505 (meters)     1245.09  (feet) ADJUSTED
 AC5261  ______________________________________________________________________
 AC5261  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 AC5261  NAD 83(2011) X  -   -646,508.716 (meters)                     COMP
 AC5261  NAD 83(2011) Y  - -4,549,246.697 (meters)                     COMP
 AC5261  NAD 83(2011) Z  -  4,409,139.929 (meters)                     COMP
 AC5261  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 AC5261  DYNAMIC HEIGHT  -        379.427 (meters)     1244.84  (feet) COMP
 AC5261  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 AC5261
 AC5261  VERT ORDER      -  FIRST     CLASS II
 AC5261
 AC5261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5261  Standards:
 AC5261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5261  -------------------------------------------------------------------
 AC5261  NETWORK    0.81   2.43           0.38   0.26   1.24     -0.07674538
 AC5261  -------------------------------------------------------------------
 AC5261  Click here for local accuracies and other accuracy information.
 AC5261
 AC5261.The horizontal coordinates were established by GPS observations
 AC5261.and adjusted by the National Geodetic Survey in June 2012.
 AC5261
 AC5261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5261.been affixed to the stable North American tectonic plate. See 
 AC5261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5261
 AC5261.The horizontal coordinates are valid at the epoch date displayed above
 AC5261.which is a decimal equivalence of Year/Month/Day.
 AC5261
 AC5261.The orthometric height was determined by differential leveling and
 AC5261.adjusted by the NATIONAL GEODETIC SURVEY
 AC5261.in October 1997.
 AC5261
 AC5261.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5261.GEOID18 height accuracy estimate available here.
 AC5261
 AC5261.Click photographs - Photos may exist for this station.
 AC5261
 AC5261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5261
 AC5261.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5261
 AC5261.The ellipsoidal height was determined by GPS observations
 AC5261.and is referenced to NAD 83.
 AC5261
 AC5261.The dynamic height is computed by dividing the NAVD 88
 AC5261.geopotential number by the normal gravity value computed on the
 AC5261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5261.degrees latitude (g = 980.6199 gals.).
 AC5261
 AC5261.The modeled gravity was interpolated from observed gravity values.
 AC5261
 AC5261. The following values were computed from the NAD 83(2011) position.
 AC5261
 AC5261;                    North         East     Units Scale Factor Converg.
 AC5261;SPC SD S     -   188,703.301   779,997.955   MT  0.99993020   +1 32 55.4
 AC5261;SPC SD S     -   619,104.08  2,559,043.29   sFT  0.99993020   +1 32 55.4
 AC5261;UTM  14      - 4,873,391.990   573,079.756   MT  0.99966568   +0 38 00.4
 AC5261
 AC5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5261!SPC SD S     -   0.99994451  x   0.99993020  =   0.99987472
 AC5261!UTM  14      -   0.99994451  x   0.99966568  =   0.99961021
 AC5261
 AC5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7307973391(NAD 83)
 AC5261
 AC5261                          SUPERSEDED SURVEY CONTROL
 AC5261
 AC5261  NAD 83(2007)-  44 00 36.14593(N)    098 05 18.00506(W) AD(2002.00) 0
 AC5261  ELLIP H (02/10/07)  353.910  (m)                       GP(2002.00)    
 AC5261  ELLIP H (04/15/04)  353.903  (m)                       GP(       ) 2 1
 AC5261  NAD 83(1996)-  44 00 36.14552(N)    098 05 18.00470(W) AD(       ) B
 AC5261  ELLIP H (04/18/97)  353.940  (m)                       GP(       ) 4 1
 AC5261  NAVD 88 (04/18/97)  379.5    (m)  GEOID96  model used  GPS OBS        
 AC5261
 AC5261.Superseded values are not recommended for survey control.
 AC5261
 AC5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5261.See file dsdata.pdf to determine how the superseded data were derived.
 AC5261
 AC5261_MARKER: Z = SEE DESCRIPTION
 AC5261_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5261_STAMPING: 34-338.42
 AC5261_MARK LOGO: NGS
 AC5261_PROJECTION: PROJECTING 1 CENTIMETERS
 AC5261_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5261+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5261_ROD/PIPE-DEPTH: 6.4 meters
 AC5261_SLEEVE-DEPTH  : 1.8 meters
 AC5261
 AC5261  HISTORY     - Date     Condition        Report By
 AC5261  HISTORY     - UNK      MONUMENTED       SDDT
 AC5261  HISTORY     - 19950630 GOOD             NGS
 AC5261  HISTORY     - 19960715 GOOD             NGS
 AC5261  HISTORY     - 20120517 GOOD             INDIV
 AC5261
 AC5261                          STATION DESCRIPTION
 AC5261
 AC5261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5261'41.0 KM (25.45 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5261'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 696.0 M (2283.5 FT)
 AC5261'EAST OF MILEPOST 338, 22.6 M (74.1 FT) SOUTH OF THE HIGHWAY
 AC5261'CENTERLINE, 5.7 M (18.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 AC5261'GATE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AC5261'SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AC5261'POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 AC5261'EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED
 AC5261'STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC5261'AND THEN THROUGH A 4-INCH PVC CAP.
 AC5261
 AC5261                          STATION RECOVERY (1996)
 AC5261
 AC5261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC5261'THE STATION IS LOCATED ABOUT 37.2 KM (23.10 MI) NORTH OF MITCHELL,
 AC5261'12.7 KM (7.90 MI) WEST OF ARTESIAN, 2.9 KM (1.80 MI) SOUTHWEST OF
 AC5261'FORESTBURG, AND 0.7 KM (0.45 MI) EAST OF MILEPOST 338 ON STATE HIGHWAY
 AC5261'34.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH FROM THE JUNCTION
 AC5261'OF STATE HIGHWAYS 34 AND 37 SOUTH, 3.7 KM (2.30 MI) NORTH OF MITCHELL,
 AC5261'GO WEST OF HIGHWAY 34 FOR 4.7 KM (2.90 MI) TO THE STATION ON THE LEFT.
 AC5261'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC5261'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC5261'PIPE.  LOCATED 22.7 M (74.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.7 M
 AC5261'(18.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 5.1 M (16.7
 AC5261'FT) SOUTH OF THE EAST END OF A CULVERT UNDER THE FIELD ENTRANCE ROAD,
 AC5261'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF
 AC5261'A METAL GUARD POST, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 AC5261'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC5261'AND THEN A 4-INCH PVC CAP.
 AC5261
 AC5261                          STATION RECOVERY (2012)
 AC5261
 AC5261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5262 ***********************************************************************
 AC5262  DESIGNATION -  34 339.54
 AC5262  PID         -  AC5262
 AC5262  STATE/COUNTY-  SD/SANBORN
 AC5262  COUNTRY     -  US
 AC5262  USGS QUAD   -  FORESTBURG (2017)
 AC5262
 AC5262                         *CURRENT SURVEY CONTROL
 AC5262  ______________________________________________________________________
 AC5262* NAD 83(1986) POSITION- 44 00 35.     (N) 098 03 58.     (W)   SCALED
 AC5262* NAVD 88 ORTHO HEIGHT -   391.816 (meters)     1285.48  (feet) ADJUSTED
 AC5262  ______________________________________________________________________
 AC5262  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 AC5262  DYNAMIC HEIGHT  -        391.735 (meters)     1285.22  (feet) COMP
 AC5262  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 AC5262
 AC5262  VERT ORDER      -  FIRST     CLASS II
 AC5262
 AC5262.The horizontal coordinates were scaled from a map and have
 AC5262.an estimated accuracy of +/- 6 seconds.
 AC5262
 AC5262.The orthometric height was determined by differential leveling and
 AC5262.adjusted by the NATIONAL GEODETIC SURVEY
 AC5262.in October 1997.
 AC5262
 AC5262.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5262.GEOID18 height accuracy estimate available here.
 AC5262
 AC5262.Click photographs - Photos may exist for this station.
 AC5262
 AC5262.The dynamic height is computed by dividing the NAVD 88
 AC5262.geopotential number by the normal gravity value computed on the
 AC5262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5262.degrees latitude (g = 980.6199 gals.).
 AC5262
 AC5262.The modeled gravity was interpolated from observed gravity values.
 AC5262
 AC5262;                    North         East    Units  Estimated Accuracy
 AC5262;SPC SD S     -   188,720.      781,780.      MT  (+/- 180 meters Scaled)
 AC5262
 AC5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP748733(NAD 83)
 AC5262
 AC5262                          SUPERSEDED SURVEY CONTROL
 AC5262
 AC5262.No superseded survey control is available for this station.
 AC5262
 AC5262_MARKER: DD = SURVEY DISK
 AC5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5262_STAMPING: 34 339.54
 AC5262_MARK LOGO: SDDT
 AC5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5262+STABILITY: SURFACE MOTION
 AC5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5262+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5262
 AC5262  HISTORY     - Date     Condition        Report By
 AC5262  HISTORY     - UNK      MONUMENTED       SDDT
 AC5262  HISTORY     - 19950630 GOOD             NGS
 AC5262  HISTORY     - 20120517 GOOD             INDIV
 AC5262
 AC5262                          STATION DESCRIPTION
 AC5262
 AC5262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5262'39.1 KM (24.30 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5262'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 845.0 M (2772.3 FT)
 AC5262'EAST OF MILEPOST 339, 745.0 M (2444.2 FT) WEST OF MILEPOST 440, 22.4 M
 AC5262'(73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.9 M (29.2 FT) WEST OF THE
 AC5262'CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AC5262'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AC5262'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5262
 AC5262                          STATION RECOVERY (2012)
 AC5262
 AC5262'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5263 ***********************************************************************
 AC5263  DESIGNATION -  34 340.74
 AC5263  PID         -  AC5263
 AC5263  STATE/COUNTY-  SD/SANBORN
 AC5263  COUNTRY     -  US
 AC5263  USGS QUAD   -  FORESTBURG (2017)
 AC5263
 AC5263                         *CURRENT SURVEY CONTROL
 AC5263  ______________________________________________________________________
 AC5263* NAD 83(1986) POSITION- 44 00 37.     (N) 098 02 26.     (W)   SCALED
 AC5263* NAVD 88 ORTHO HEIGHT -   391.513 (meters)     1284.49  (feet) ADJUSTED
 AC5263  ______________________________________________________________________
 AC5263  GEOID HEIGHT    -        -25.640 (meters)                     GEOID18
 AC5263  DYNAMIC HEIGHT  -        391.432 (meters)     1284.22  (feet) COMP
 AC5263  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 AC5263
 AC5263  VERT ORDER      -  FIRST     CLASS II
 AC5263
 AC5263.The horizontal coordinates were scaled from a map and have
 AC5263.an estimated accuracy of +/- 6 seconds.
 AC5263
 AC5263.The orthometric height was determined by differential leveling and
 AC5263.adjusted by the NATIONAL GEODETIC SURVEY
 AC5263.in October 1997.
 AC5263
 AC5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5263.GEOID18 height accuracy estimate available here.
 AC5263
 AC5263.Click photographs - Photos may exist for this station.
 AC5263
 AC5263.The dynamic height is computed by dividing the NAVD 88
 AC5263.geopotential number by the normal gravity value computed on the
 AC5263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5263.degrees latitude (g = 980.6199 gals.).
 AC5263
 AC5263.The modeled gravity was interpolated from observed gravity values.
 AC5263
 AC5263;                    North         East    Units  Estimated Accuracy
 AC5263;SPC SD S     -   188,830.      783,830.      MT  (+/- 180 meters Scaled)
 AC5263
 AC5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP769734(NAD 83)
 AC5263
 AC5263                          SUPERSEDED SURVEY CONTROL
 AC5263
 AC5263.No superseded survey control is available for this station.
 AC5263
 AC5263_MARKER: DB = BENCH MARK DISK
 AC5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5263_STAMPING: 34-340.74 1994
 AC5263_MARK LOGO: SDDT
 AC5263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5263+STABILITY: SURFACE MOTION
 AC5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5263+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5263
 AC5263  HISTORY     - Date     Condition        Report By
 AC5263  HISTORY     - 1994     MONUMENTED       SDDT
 AC5263  HISTORY     - 19950630 GOOD             NGS
 AC5263  HISTORY     - 20120517 MARK NOT FOUND   INDIV
 AC5263
 AC5263                          STATION DESCRIPTION
 AC5263
 AC5263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5263'37.1 KM (23.05 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5263'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 395.0 M (1295.9 FT)
 AC5263'EAST OF MILEPOST 341, 45.7 M (149.9 FT) NORTH OF THE HIGHWAY
 AC5263'CENTERLINE, 7.5 M (24.6 FT) WEST OF AN UNDERGROUND CABLE JUNCTION BOX,
 AC5263'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 AC5263'A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AC5263'FLUSH WITH THE GROUND SURFACE.
 AC5263
 AC5263                          STATION RECOVERY (2012)
 AC5263
 AC5263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7925 ***********************************************************************
 AC7925  FBN         -  This is a Federal Base Network Control Station.
 AC7925  DESIGNATION -  34 350.96
 AC7925  PID         -  AC7925
 AC7925  STATE/COUNTY-  SD/MINER
 AC7925  COUNTRY     -  US
 AC7925  USGS QUAD   -  FEDORA (2017)
 AC7925
 AC7925                         *CURRENT SURVEY CONTROL
 AC7925  ______________________________________________________________________
 AC7925* NAD 83(2011) POSITION- 44 00 34.66008(N) 097 49 54.96669(W)   ADJUSTED
 AC7925* NAD 83(2011) ELLIP HT-   380.698 (meters)        (06/27/12)   ADJUSTED
 AC7925* NAD 83(2011) EPOCH   -  2010.00
 AC7925* NAVD 88 ORTHO HEIGHT -   406.4   (meters)     1333.    (feet) GPS OBS
 AC7925  ______________________________________________________________________
 AC7925  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7925  GEOID HEIGHT    -        -25.629 (meters)                     GEOID96
 AC7925  GEOID HEIGHT    -        -25.692 (meters)                     GEOID18
 AC7925  NAD 83(2011) X  -   -626,151.347 (meters)                     COMP
 AC7925  NAD 83(2011) Y  - -4,552,144.944 (meters)                     COMP
 AC7925  NAD 83(2011) Z  -  4,409,125.577 (meters)                     COMP
 AC7925  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 AC7925
 AC7925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7925  Standards:
 AC7925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7925  -------------------------------------------------------------------
 AC7925  NETWORK    0.52   1.16           0.24   0.17   0.59     -0.01348210
 AC7925  -------------------------------------------------------------------
 AC7925  Click here for local accuracies and other accuracy information.
 AC7925
 AC7925.The horizontal coordinates were established by GPS observations
 AC7925.and adjusted by the National Geodetic Survey in June 2012.
 AC7925
 AC7925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7925.been affixed to the stable North American tectonic plate. See 
 AC7925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7925
 AC7925.The horizontal coordinates are valid at the epoch date displayed above
 AC7925.which is a decimal equivalence of Year/Month/Day.
 AC7925
 AC7925.The orthometric height was determined by GPS observations and a
 AC7925.high-resolution geoid model.
 AC7925
 AC7925.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7925.GEOID18 height accuracy estimate available here.
 AC7925
 AC7925.Click photographs - Photos may exist for this station.
 AC7925
 AC7925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7925
 AC7925.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7925
 AC7925.The ellipsoidal height was determined by GPS observations
 AC7925.and is referenced to NAD 83.
 AC7925
 AC7925. The following values were computed from the NAD 83(2011) position.
 AC7925
 AC7925;                    North         East     Units Scale Factor Converg.
 AC7925;SPC SD S     -   189,244.860   800,550.844   MT  0.99993015   +1 43 32.1
 AC7925;SPC SD S     -   620,880.84  2,626,473.89   sFT  0.99993015   +1 43 32.1
 AC7925;UTM  14      - 4,873,605.349   593,633.648   MT  0.99970783   +0 48 41.8
 AC7925
 AC7925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7925!SPC SD S     -   0.99994031  x   0.99993015  =   0.99987046
 AC7925!UTM  14      -   0.99994031  x   0.99970783  =   0.99964816
 AC7925
 AC7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9363373605(NAD 83)
 AC7925
 AC7925                          SUPERSEDED SURVEY CONTROL
 AC7925
 AC7925  NAD 83(2007)-  44 00 34.66010(N)    097 49 54.96759(W) AD(2002.00) 0
 AC7925  ELLIP H (02/10/07)  380.721  (m)                       GP(2002.00)    
 AC7925  ELLIP H (06/23/03)  380.723  (m)                       GP(       ) 3 1
 AC7925  NAD 83(1996)-  44 00 34.65966(N)    097 49 54.96711(W) AD(       ) B
 AC7925  ELLIP H (04/18/97)  380.752  (m)                       GP(       ) 4 1
 AC7925
 AC7925.Superseded values are not recommended for survey control.
 AC7925
 AC7925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7925.See file dsdata.pdf to determine how the superseded data were derived.
 AC7925
 AC7925_MARKER: Z = SEE DESCRIPTION
 AC7925_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7925_STAMPING: 34-350.96 1995
 AC7925_MARK LOGO: NGS
 AC7925_PROJECTION: FLUSH
 AC7925_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7925+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 AC7925_ROD/PIPE-DEPTH: 6.40 meters
 AC7925_SLEEVE-DEPTH  : 1.80 meters
 AC7925
 AC7925  HISTORY     - Date     Condition        Report By
 AC7925  HISTORY     - 1995     MONUMENTED       SDDT
 AC7925  HISTORY     - 19960715 GOOD             NGS
 AC7925  HISTORY     - 20020603 GOOD             SDDT
 AC7925
 AC7925                          STATION DESCRIPTION
 AC7925
 AC7925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7925'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF FEDORA, 6.0 MI
 AC7925'(9.7 KM) EAST OF ARTESIAN, AND 1.0 MI (1.6 KM) EAST OF THE
 AC7925'SANBORN/MINER COUNTY LINE ON STATE HIGHWAY 34.  OWNERSHIP--THE STATE
 AC7925'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AC7925'ARTESIAN, GO NORTH ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE
 AC7925'JUNCTION OF STATE HIGHWAY 34, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 AC7925'34 FOR 4.6 MI (7.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AC7925'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7925'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 92.5 M
 AC7925'(303.5 FT) NORTHWEST OF MILEPOST 351, 60.0 M (196.8 FT) NORTH OF THE
 AC7925'HIGHWAY CENTERLINE, 47.2 M (154.9 FT) WEST OF THE CENTER OF A FIELD
 AC7925'ENTRANCE ROAD (UNUSED NORTH/SOUTH SECTION LINE ROAD), 34.3 M (112.5
 AC7925'FT) WEST OF A FENCE CORNER, 1.2 M (3.9 FT) SOUTH OF A FENCE, 1.0 M
 AC7925'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 AC7925'METAL GUARD POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.11 M
 AC7925'(0.36 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT
 AC7925'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7925
 AC7925                          STATION RECOVERY (2002)
 AC7925
 AC7925'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7925'RECOVERED AS DESCRIBED
 AC7925'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1722 ***********************************************************************
 PU1722  DESIGNATION -  3428
 PU1722  PID         -  PU1722
 PU1722  STATE/COUNTY-  SD/LAWRENCE
 PU1722  COUNTRY     -  US
 PU1722  USGS QUAD   -  SAINT ONGE (2017)
 PU1722
 PU1722                         *CURRENT SURVEY CONTROL
 PU1722  ______________________________________________________________________
 PU1722* NAD 83(1986) POSITION- 44 32 48.     (N) 103 43 18.     (W)   SCALED
 PU1722* NAVD 88 ORTHO HEIGHT -  1045.810 (meters)     3431.13  (feet) ADJUSTED
 PU1722  ______________________________________________________________________
 PU1722  GEOID HEIGHT    -        -15.147 (meters)                     GEOID18
 PU1722  DYNAMIC HEIGHT  -       1045.489 (meters)     3430.08  (feet) COMP
 PU1722  MODELED GRAVITY -    980,274.9   (mgal)                       NAVD 88
 PU1722
 PU1722  VERT ORDER      -  FIRST     CLASS II
 PU1722
 PU1722.The horizontal coordinates were scaled from a map and have
 PU1722.an estimated accuracy of +/- 6 seconds.
 PU1722
 PU1722.The orthometric height was determined by differential leveling and
 PU1722.adjusted by the NATIONAL GEODETIC SURVEY
 PU1722.in June 1991.
 PU1722
 PU1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1722.GEOID18 height accuracy estimate available here.
 PU1722
 PU1722.Click photographs - Photos may exist for this station.
 PU1722
 PU1722.The dynamic height is computed by dividing the NAVD 88
 PU1722.geopotential number by the normal gravity value computed on the
 PU1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1722.degrees latitude (g = 980.6199 gals.).
 PU1722
 PU1722.The modeled gravity was interpolated from observed gravity values.
 PU1722
 PU1722;                    North         East    Units  Estimated Accuracy
 PU1722;SPC SD N     -    86,060.      304,360.      MT  (+/- 180 meters Scaled)
 PU1722
 PU1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK015333(NAD 83)
 PU1722
 PU1722                          SUPERSEDED SURVEY CONTROL
 PU1722
 PU1722  NGVD 29 (??/??/92) 1045.298  (m)         3429.45   (f) ADJ UNCH    1 2
 PU1722
 PU1722.Superseded values are not recommended for survey control.
 PU1722
 PU1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1722.See file dsdata.pdf to determine how the superseded data were derived.
 PU1722
 PU1722_MARKER: P = PIPE CAP
 PU1722_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1722_STAMPING: 3428 DW 1903
 PU1722_MARK LOGO: USGS
 PU1722_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1722
 PU1722  HISTORY     - Date     Condition        Report By
 PU1722  HISTORY     - 1903     MONUMENTED       USGS
 PU1722  HISTORY     - 1962     GOOD             CGS
 PU1722
 PU1722                          STATION DESCRIPTION
 PU1722
 PU1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1722'AT ST ONGE.
 PU1722'AT ST. ONGE ON THE CHICAGO AND NORTH WESTERN RAILWAY IN SECTION
 PU1722'26, T 7 N, R 3 E, 26 FEET NORTH OF THE CENTER OF A ROAD CROSSING
 PU1722'THE MAIN TRACK, 19 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PU1722'137 FEET SOUTHWEST OF THE WEST CORNER OF THE POST OFFICE, 24
 PU1722'FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 105 FEET EAST OF
 PU1722'THE EAST CORNER OF THE TRISCO ELEVATOR, 10 1/2 POLES SOUTHEAST
 PU1722'OF MILE POST 143, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST,
 PU1722'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, AND ON THE TOP OF A
 PU1722'3 1/2-INCH IRON PIPE PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0469 ***********************************************************************
 OT0469  DESIGNATION -  3449 DW
 OT0469  PID         -  OT0469
 OT0469  STATE/COUNTY-  SD/FALL RIVER
 OT0469  COUNTRY     -  US
 OT0469  USGS QUAD   -  EDGEMONT (2017)
 OT0469
 OT0469                         *CURRENT SURVEY CONTROL
 OT0469  ______________________________________________________________________
 OT0469* NAD 83(1986) POSITION- 43 17 59.     (N) 103 49 24.     (W)   SCALED
 OT0469* NAVD 88 ORTHO HEIGHT -  1052.542 (meters)     3453.21  (feet) ADJUSTED
 OT0469  ______________________________________________________________________
 OT0469  GEOID HEIGHT    -        -15.081 (meters)                     GEOID18
 OT0469  DYNAMIC HEIGHT  -       1052.109 (meters)     3451.79  (feet) COMP
 OT0469  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 OT0469
 OT0469  VERT ORDER      -  FIRST     CLASS II
 OT0469
 OT0469.The horizontal coordinates were scaled from a map and have
 OT0469.an estimated accuracy of +/- 6 seconds.
 OT0469
 OT0469.The orthometric height was determined by differential leveling and
 OT0469.adjusted by the NATIONAL GEODETIC SURVEY
 OT0469.in June 1991.
 OT0469
 OT0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0469.GEOID18 height accuracy estimate available here.
 OT0469
 OT0469.Click photographs - Photos may exist for this station.
 OT0469
 OT0469.The dynamic height is computed by dividing the NAVD 88
 OT0469.geopotential number by the normal gravity value computed on the
 OT0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0469.degrees latitude (g = 980.6199 gals.).
 OT0469
 OT0469.The modeled gravity was interpolated from observed gravity values.
 OT0469
 OT0469;                    North         East    Units  Estimated Accuracy
 OT0469;SPC SD S     -   113,310.      316,910.      MT  (+/- 180 meters Scaled)
 OT0469
 OT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH954947(NAD 83)
 OT0469
 OT0469                          SUPERSEDED SURVEY CONTROL
 OT0469
 OT0469  NGVD 29 (??/??/92) 1052.000  (m)         3451.44   (f) ADJ UNCH    1 2
 OT0469
 OT0469.Superseded values are not recommended for survey control.
 OT0469
 OT0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0469.See file dsdata.pdf to determine how the superseded data were derived.
 OT0469
 OT0469_MARKER: P = PIPE CAP
 OT0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0469_STAMPING: 3449 DW
 OT0469_MARK LOGO: USGS
 OT0469_PROJECTION: FLUSH
 OT0469_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0469
 OT0469  HISTORY     - Date     Condition        Report By
 OT0469  HISTORY     - 1898     MONUMENTED       USGS
 OT0469  HISTORY     - 1963     GOOD             CGS
 OT0469  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0469
 OT0469                          STATION DESCRIPTION
 OT0469
 OT0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0469'AT EDGEMONT.
 OT0469'AT EDGEMONT, 346 FEET NORTH OF THE NORTHEAST CORNER OF THE
 OT0469'CHICAGO BURLINGTON AND QUINCY RAILROAD STATION, AT THE NORTHEAST
 OT0469'CORNER OF A RAILROAD PARK, 49 1/2 FEET WEST OF THE WEST RAIL OF
 OT0469'THE MAIN TRACK, 26 FEET WEST OF THE WEST RAIL OF A SIDE TRACK,
 OT0469'8 FEET WEST OF THE NORTHEAST CORNER OF THE PARK, 5 1/2 FEET
 OT0469'WEST OF A 16-INCH ELM TREE, 1 FOOT SOUTH OF A BOARD FENCE,
 OT0469'ABOUT LEVEL WITH THE TRACKS, A U.S. GEOLOGICAL SURVEY CAP
 OT0469'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE FLUSH WITH THE
 OT0469'GROUND.
 OT0469
 OT0469                          STATION RECOVERY (1985)
 OT0469
 OT0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0469'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1391 ***********************************************************************
 PU1391  DESIGNATION -  3457
 PU1391  PID         -  PU1391
 PU1391  STATE/COUNTY-  SD/PENNINGTON
 PU1391  COUNTRY     -  US
 PU1391  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1391
 PU1391                         *CURRENT SURVEY CONTROL
 PU1391  ______________________________________________________________________
 PU1391* NAD 83(1986) POSITION- 44 07 14.     (N) 103 16 59.     (W)   SCALED
 PU1391* NAVD 88 ORTHO HEIGHT -  1054.917 (meters)     3461.01  (feet) ADJUSTED
 PU1391  ______________________________________________________________________
 PU1391  GEOID HEIGHT    -        -15.530 (meters)                     GEOID18
 PU1391  DYNAMIC HEIGHT  -       1054.569 (meters)     3459.87  (feet) COMP
 PU1391  MODELED GRAVITY -    980,251.5   (mgal)                       NAVD 88
 PU1391
 PU1391  VERT ORDER      -  FIRST     CLASS II
 PU1391
 PU1391.The horizontal coordinates were scaled from a map and have
 PU1391.an estimated accuracy of +/- 6 seconds.
 PU1391
 PU1391.The orthometric height was determined by differential leveling and
 PU1391.adjusted by the NATIONAL GEODETIC SURVEY
 PU1391.in June 1991.
 PU1391
 PU1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1391.GEOID18 height accuracy estimate available here.
 PU1391
 PU1391.Click photographs - Photos may exist for this station.
 PU1391
 PU1391.The dynamic height is computed by dividing the NAVD 88
 PU1391.geopotential number by the normal gravity value computed on the
 PU1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1391.degrees latitude (g = 980.6199 gals.).
 PU1391
 PU1391.The modeled gravity was interpolated from observed gravity values.
 PU1391
 PU1391;                    North         East    Units  Estimated Accuracy
 PU1391;SPC SD S     -   202,740.      363,960.      MT  (+/- 180 meters Scaled)
 PU1391
 PU1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ373866(NAD 83)
 PU1391
 PU1391                          SUPERSEDED SURVEY CONTROL
 PU1391
 PU1391  NGVD 29 (??/??/92) 1054.437  (m)         3459.43   (f) ADJ UNCH    1 2
 PU1391
 PU1391.Superseded values are not recommended for survey control.
 PU1391
 PU1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1391.See file dsdata.pdf to determine how the superseded data were derived.
 PU1391
 PU1391_MARKER: P = PIPE CAP
 PU1391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1391_STAMPING: DW 3457
 PU1391_MARK LOGO: USGS
 PU1391_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1391
 PU1391  HISTORY     - Date     Condition        Report By
 PU1391  HISTORY     - 1900     MONUMENTED       USGS
 PU1391  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1391  HISTORY     - 20110309 MARK NOT FOUND   INDIV
 PU1391
 PU1391                          STATION DESCRIPTION
 PU1391
 PU1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1391'2.5 MI SE FROM BLACKHAWK.
 PU1391'IN PENNINGTON COUNTY, 2.5 MILES SOUTHEAST ALONG THE CHICAGO
 PU1391'AND NORTH WESTERN RAILWAY FROM BLACK HAWK, MEADE COUNTY, 80
 PU1391'FEET SOUTH OF A ROAD CROSSING, AND 50 FEET WEST OF THE CENTERLINE
 PU1391'OF THE TRACK.  A UNITED GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 PU1391'DW 3457 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PU1391
 PU1391                          STATION RECOVERY (2011)
 PU1391
 PU1391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1414 ***********************************************************************
 PU1414  DESIGNATION -  3460
 PU1414  PID         -  PU1414
 PU1414  STATE/COUNTY-  SD/MEADE
 PU1414  COUNTRY     -  US
 PU1414  USGS QUAD   -  PIEDMONT (2017)
 PU1414
 PU1414                         *CURRENT SURVEY CONTROL
 PU1414  ______________________________________________________________________
 PU1414* NAD 83(1986) POSITION- 44 13 46.     (N) 103 23 02.     (W)   SCALED
 PU1414* NAVD 88 ORTHO HEIGHT -  1055.863 (meters)     3464.11  (feet) ADJUSTED
 PU1414  ______________________________________________________________________
 PU1414  GEOID HEIGHT    -        -15.271 (meters)                     GEOID18
 PU1414  DYNAMIC HEIGHT  -       1055.498 (meters)     3462.91  (feet) COMP
 PU1414  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 PU1414
 PU1414  VERT ORDER      -  FIRST     CLASS II
 PU1414
 PU1414.The horizontal coordinates were scaled from a map and have
 PU1414.an estimated accuracy of +/- 6 seconds.
 PU1414
 PU1414.The orthometric height was determined by differential leveling and
 PU1414.adjusted by the NATIONAL GEODETIC SURVEY
 PU1414.in June 1991.
 PU1414
 PU1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1414.GEOID18 height accuracy estimate available here.
 PU1414
 PU1414.Click photographs - Photos may exist for this station.
 PU1414
 PU1414.The dynamic height is computed by dividing the NAVD 88
 PU1414.geopotential number by the normal gravity value computed on the
 PU1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1414.degrees latitude (g = 980.6199 gals.).
 PU1414
 PU1414.The modeled gravity was interpolated from observed gravity values.
 PU1414
 PU1414;                    North         East    Units  Estimated Accuracy
 PU1414;SPC SD N     -    49,670.      329,710.      MT  (+/- 180 meters Scaled)
 PU1414
 PU1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ290986(NAD 83)
 PU1414
 PU1414                          SUPERSEDED SURVEY CONTROL
 PU1414
 PU1414  NGVD 29 (??/??/92) 1055.352  (m)         3462.43   (f) ADJ UNCH    1 2
 PU1414
 PU1414.Superseded values are not recommended for survey control.
 PU1414
 PU1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1414.See file dsdata.pdf to determine how the superseded data were derived.
 PU1414
 PU1414_MARKER: DB = BENCH MARK DISK
 PU1414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1414_SP_SET: WINGWALL
 PU1414_STAMPING: 3460 DW
 PU1414_MARK LOGO: USGS
 PU1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1414+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU1414
 PU1414  HISTORY     - Date     Condition        Report By
 PU1414  HISTORY     - 1900     MONUMENTED       USGS
 PU1414  HISTORY     - 1962     GOOD             CGS
 PU1414  HISTORY     - 19910813 GOOD             NGS
 PU1414  HISTORY     - 20120806 MARK NOT FOUND   INDIV
 PU1414
 PU1414                          STATION DESCRIPTION
 PU1414
 PU1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1414'13.6 MI NW FROM RAPID CITY.
 PU1414'ABOUT 13.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1414'RAILWAY FROM THE STATION AT RAPID CITY, 0.3 MILE SOUTHEAST OF THE
 PU1414'STATION SIGN BOARD AT THE SMALL COMMUNITY OF PIEDMONT, 25 1/2
 PU1414'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 126 FEET
 PU1414'NORTHWEST OF A METAL WITNESS POST AND BENCH MARK G 24, ABOUT 10
 PU1414'FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF THE
 PU1414'WEST END OF THE STONE WINGWALL OF A STONE CULVERT.
 PU1414
 PU1414                          STATION RECOVERY (1991)
 PU1414
 PU1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1414'16.3 KM (10.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1414'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN THE WEST
 PU1414'STONE WINGWALL OF A CULVERT UNDER THE CHICAGO AND NORTHWESTERN
 PU1414'RAILROAD, 55.0 M (180.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 PU1414'WESTBOUND LANES OF THE HIGHWAY, 40.7 M (133.5 FT) NORTHEAST OF THE
 PU1414'CENTERLINE OF A FRONTAGE ROAD, 7.8 M (25.6 FT) SOUTHWEST OF THE NEAR
 PU1414'RAIL, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU1414
 PU1414                          STATION RECOVERY (2012)
 PU1414
 PU1414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1414'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0537 ***********************************************************************
 OT0537  DESIGNATION -  3460 DW
 OT0537  PID         -  OT0537
 OT0537  STATE/COUNTY-  SD/FALL RIVER
 OT0537  COUNTRY     -  US
 OT0537  USGS QUAD   -  EDGEMONT (2017)
 OT0537
 OT0537                         *CURRENT SURVEY CONTROL
 OT0537  ______________________________________________________________________
 OT0537* NAD 83(1986) POSITION- 43 20 01.     (N) 103 47 23.     (W)   SCALED
 OT0537* NAVD 88 ORTHO HEIGHT -  1055.895 (meters)     3464.22  (feet) ADJUSTED
 OT0537  ______________________________________________________________________
 OT0537  GEOID HEIGHT    -        -15.038 (meters)                     GEOID18
 OT0537  DYNAMIC HEIGHT  -       1055.461 (meters)     3462.79  (feet) COMP
 OT0537  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 OT0537
 OT0537  VERT ORDER      -  FIRST     CLASS II
 OT0537
 OT0537.The horizontal coordinates were scaled from a map and have
 OT0537.an estimated accuracy of +/- 6 seconds.
 OT0537
 OT0537.The orthometric height was determined by differential leveling and
 OT0537.adjusted by the NATIONAL GEODETIC SURVEY
 OT0537.in June 1991.
 OT0537
 OT0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0537.GEOID18 height accuracy estimate available here.
 OT0537
 OT0537.Click photographs - Photos may exist for this station.
 OT0537
 OT0537.The dynamic height is computed by dividing the NAVD 88
 OT0537.geopotential number by the normal gravity value computed on the
 OT0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0537.degrees latitude (g = 980.6199 gals.).
 OT0537
 OT0537.The modeled gravity was interpolated from observed gravity values.
 OT0537
 OT0537;                    North         East    Units  Estimated Accuracy
 OT0537;SPC SD S     -   116,950.      319,800.      MT  (+/- 180 meters Scaled)
 OT0537
 OT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH981985(NAD 83)
 OT0537
 OT0537                          SUPERSEDED SURVEY CONTROL
 OT0537
 OT0537  NGVD 29 (??/??/92) 1055.351  (m)         3462.43   (f) ADJ UNCH    1 2
 OT0537
 OT0537.Superseded values are not recommended for survey control.
 OT0537
 OT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0537.See file dsdata.pdf to determine how the superseded data were derived.
 OT0537
 OT0537_MARKER: P = PIPE CAP
 OT0537_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0537_STAMPING: 3460 DW
 OT0537_MARK LOGO: USGS
 OT0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0537
 OT0537  HISTORY     - Date     Condition        Report By
 OT0537  HISTORY     - 1898     MONUMENTED       USGS
 OT0537  HISTORY     - 1963     GOOD             CGS
 OT0537  HISTORY     - 1985     GOOD             NGS
 OT0537
 OT0537                          STATION DESCRIPTION
 OT0537
 OT0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0537'3 MI NE FROM EDGEMONT.
 OT0537'ABOUT 3.05 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0537'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 20, T
 OT0537'8 S, R 3 E, 2 TELEPHONE POLES NORTHEAST OF MILE POST 3, 2 1/2
 OT0537'RAILS SOUTHWEST OF THE SOUTHWEST END OF TRESTLE NUMBER 3-10,
 OT0537'48 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET SOUTHEAST OF A
 OT0537'CENTER LINE OF A GRAVELED ROAD PARALLELING TRACK, 0.6 FEET
 OT0537'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 OT0537'OF THE RAIL, AND A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 OT0537'PIPE.
 OT0537
 OT0537                          STATION RECOVERY (1985)
 OT0537
 OT0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0475 ***********************************************************************
 OT0475  DESIGNATION -  3463 DW
 OT0475  PID         -  OT0475
 OT0475  STATE/COUNTY-  SD/FALL RIVER
 OT0475  COUNTRY     -  US
 OT0475  USGS QUAD   -  EDGEMONT (2017)
 OT0475
 OT0475                         *CURRENT SURVEY CONTROL
 OT0475  ______________________________________________________________________
 OT0475* NAD 83(1986) POSITION- 43 20 49.     (N) 103 52 19.     (W)   SCALED
 OT0475* NAVD 88 ORTHO HEIGHT -  1056.795 (meters)     3467.17  (feet) ADJUSTED
 OT0475  ______________________________________________________________________
 OT0475  GEOID HEIGHT    -        -14.950 (meters)                     GEOID18
 OT0475  DYNAMIC HEIGHT  -       1056.356 (meters)     3465.73  (feet) COMP
 OT0475  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 OT0475
 OT0475  VERT ORDER      -  FIRST     CLASS II
 OT0475
 OT0475.The horizontal coordinates were scaled from a map and have
 OT0475.an estimated accuracy of +/- 6 seconds.
 OT0475
 OT0475.The orthometric height was determined by differential leveling and
 OT0475.adjusted by the NATIONAL GEODETIC SURVEY
 OT0475.in June 1991.
 OT0475
 OT0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0475.GEOID18 height accuracy estimate available here.
 OT0475
 OT0475.Click photographs - Photos may exist for this station.
 OT0475
 OT0475.The dynamic height is computed by dividing the NAVD 88
 OT0475.geopotential number by the normal gravity value computed on the
 OT0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0475.degrees latitude (g = 980.6199 gals.).
 OT0475
 OT0475.The modeled gravity was interpolated from observed gravity values.
 OT0475
 OT0475;                    North         East    Units  Estimated Accuracy
 OT0475;SPC SD S     -   118,710.      313,200.      MT  (+/- 180 meters Scaled)
 OT0475
 OT0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH914999(NAD 83)
 OT0475
 OT0475                          SUPERSEDED SURVEY CONTROL
 OT0475
 OT0475  NGVD 29 (??/??/92) 1056.252  (m)         3465.39   (f) ADJ UNCH    1 2
 OT0475
 OT0475.Superseded values are not recommended for survey control.
 OT0475
 OT0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0475.See file dsdata.pdf to determine how the superseded data were derived.
 OT0475
 OT0475_MARKER: P = PIPE CAP
 OT0475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0475_STAMPING: 3463 DW
 OT0475_MARK LOGO: USGS
 OT0475_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0475
 OT0475  HISTORY     - Date     Condition        Report By
 OT0475  HISTORY     - 1898     MONUMENTED       USGS
 OT0475  HISTORY     - 1957     GOOD             CGS
 OT0475
 OT0475                          STATION DESCRIPTION
 OT0475
 OT0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0475'4.2 MI NW FROM EDGEMONT.
 OT0475'ABOUT 4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0475'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 22,
 OT0475'T. 8 S., R. 2 E., 12 RAILS SOUTHEAST OF THE SOUTHEAST END OF
 OT0475'BRIDGE 480.48, 98 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 184 FEET
 OT0475'EAST OF A LONE 30-INCH COTTONWOOD, 1 FOOT SOUTHWEST OF THE FENCE
 OT0475'LINE, 1 1/2 FEET SOUTHWEST OF A CONCRETE WITNESS POST A CAP ON
 OT0475'A 3 1/2-INCH IRON PIPE PROJECTING 1.2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0437 ***********************************************************************
 OT0437  DESIGNATION -  3487 DW
 OT0437  PID         -  OT0437
 OT0437  STATE/COUNTY-  SD/FALL RIVER
 OT0437  COUNTRY     -  US
 OT0437  USGS QUAD   -  ARDMORE (2017)
 OT0437
 OT0437                         *CURRENT SURVEY CONTROL
 OT0437  ______________________________________________________________________
 OT0437* NAD 83(1986) POSITION- 43 05 32.     (N) 103 39 43.     (W)   SCALED
 OT0437* NAVD 88 ORTHO HEIGHT -  1064.109 (meters)     3491.16  (feet) ADJUSTED
 OT0437  ______________________________________________________________________
 OT0437  GEOID HEIGHT    -        -15.848 (meters)                     GEOID18
 OT0437  DYNAMIC HEIGHT  -       1063.640 (meters)     3489.63  (feet) COMP
 OT0437  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 OT0437
 OT0437  VERT ORDER      -  FIRST     CLASS II
 OT0437
 OT0437.The horizontal coordinates were scaled from a map and have
 OT0437.an estimated accuracy of +/- 6 seconds.
 OT0437
 OT0437.The orthometric height was determined by differential leveling and
 OT0437.adjusted by the NATIONAL GEODETIC SURVEY
 OT0437.in June 1991.
 OT0437
 OT0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0437.GEOID18 height accuracy estimate available here.
 OT0437
 OT0437.Click photographs - Photos may exist for this station.
 OT0437
 OT0437.The dynamic height is computed by dividing the NAVD 88
 OT0437.geopotential number by the normal gravity value computed on the
 OT0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0437.degrees latitude (g = 980.6199 gals.).
 OT0437
 OT0437.The modeled gravity was interpolated from observed gravity values.
 OT0437
 OT0437;                    North         East    Units  Estimated Accuracy
 OT0437;SPC SD S     -    89,740.      329,080.      MT  (+/- 180 meters Scaled)
 OT0437
 OT0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH089719(NAD 83)
 OT0437
 OT0437                          SUPERSEDED SURVEY CONTROL
 OT0437
 OT0437  NGVD 29 (??/??/92) 1063.560  (m)         3489.36   (f) ADJ UNCH    1 2
 OT0437
 OT0437.Superseded values are not recommended for survey control.
 OT0437
 OT0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0437.See file dsdata.pdf to determine how the superseded data were derived.
 OT0437
 OT0437_MARKER: P = PIPE CAP
 OT0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0437_STAMPING: 3487 DW
 OT0437_MARK LOGO: USGS
 OT0437_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0437
 OT0437  HISTORY     - Date     Condition        Report By
 OT0437  HISTORY     - 1898     MONUMENTED       USGS
 OT0437  HISTORY     - 1957     GOOD             CGS
 OT0437  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0437
 OT0437                          STATION DESCRIPTION
 OT0437
 OT0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0437'5 MI N FROM ARDMORE.
 OT0437'ABOUT 4.95 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0437'RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 16, T. 11 S.,
 OT0437'R. 4 E., 661 FEET WEST OF THE WEST RAIL, 0.1 MILE SOUTH AND
 OT0437'0.1 MILE WEST OF BRIDGE NUMVER 455.39, 70 FEET NORTH-NORTHEAST
 OT0437'OF A TELEPHONE POLE, 39 FEET EAST OF A FENCE LINE, 8 FEET
 OT0437'EAST OF A POINT IN LINE WITH ROW OF POLES, 1 1/2 FEET SOUTH
 OT0437'OF A WHITE WOODEN WITNESS POST, A CAP ON A 3 1/2-INCH IRON
 OT0437'PIPE PROJECTING 10 INCHES.
 OT0437
 OT0437                          STATION RECOVERY (1985)
 OT0437
 OT0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0437'NOT RECOVERED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0434 ***********************************************************************
 OT0434  DESIGNATION -  3527 DW
 OT0434  PID         -  OT0434
 OT0434  STATE/COUNTY-  SD/FALL RIVER
 OT0434  COUNTRY     -  US
 OT0434  USGS QUAD   -  ARDMORE (2017)
 OT0434
 OT0434                         *CURRENT SURVEY CONTROL
 OT0434  ______________________________________________________________________
 OT0434* NAD 83(1986) POSITION- 43 03 01.     (N) 103 39 42.     (W)   SCALED
 OT0434* NAVD 88 ORTHO HEIGHT -  1076.289 (meters)     3531.12  (feet) ADJUSTED
 OT0434  ______________________________________________________________________
 OT0434  GEOID HEIGHT    -        -15.932 (meters)                     GEOID18
 OT0434  DYNAMIC HEIGHT  -       1075.806 (meters)     3529.54  (feet) COMP
 OT0434  MODELED GRAVITY -    980,134.2   (mgal)                       NAVD 88
 OT0434
 OT0434  VERT ORDER      -  FIRST     CLASS II
 OT0434
 OT0434.The horizontal coordinates were scaled from a map and have
 OT0434.an estimated accuracy of +/- 6 seconds.
 OT0434
 OT0434.The orthometric height was determined by differential leveling and
 OT0434.adjusted by the NATIONAL GEODETIC SURVEY
 OT0434.in June 1991.
 OT0434
 OT0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0434.GEOID18 height accuracy estimate available here.
 OT0434
 OT0434.Click photographs - Photos may exist for this station.
 OT0434
 OT0434.The dynamic height is computed by dividing the NAVD 88
 OT0434.geopotential number by the normal gravity value computed on the
 OT0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0434.degrees latitude (g = 980.6199 gals.).
 OT0434
 OT0434.The modeled gravity was interpolated from observed gravity values.
 OT0434
 OT0434;                    North         East    Units  Estimated Accuracy
 OT0434;SPC SD S     -    85,080.      328,910.      MT  (+/- 180 meters Scaled)
 OT0434
 OT0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH089672(NAD 83)
 OT0434
 OT0434                          SUPERSEDED SURVEY CONTROL
 OT0434
 OT0434  NGVD 29 (??/??/92) 1075.741  (m)         3529.33   (f) ADJ UNCH    1 2
 OT0434
 OT0434.Superseded values are not recommended for survey control.
 OT0434
 OT0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0434.See file dsdata.pdf to determine how the superseded data were derived.
 OT0434
 OT0434_MARKER: P = PIPE CAP
 OT0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0434_STAMPING: 3527 DW
 OT0434_MARK LOGO: USGS
 OT0434_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0434
 OT0434  HISTORY     - Date     Condition        Report By
 OT0434  HISTORY     - 1898     MONUMENTED       USGS
 OT0434  HISTORY     - 1957     GOOD             CGS
 OT0434  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0434
 OT0434                          STATION DESCRIPTION
 OT0434
 OT0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0434'2.2 MI N FROM ARDMORE.
 OT0434'ABOUT 2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0434'RAILROAD FROM THE STATION AT ARDMORE, NEAR THE LINE BETWEEN
 OT0434'SECTIONS 32 AND 33, T. 11 S., R. 4 E., 488 FEET WEST OF THE WEST
 OT0434'RAIL, 106 FEET NORTHEAST OF A POWER POLE, 39 FEET EAST OF THE
 OT0434'CENTER LINE OF AN OLD GRADED ROAD, 25 FEET SOUTH OF THE EXTENDED
 OT0434'CENTER LINE OF AN OLD ROAD LEADING WEST, 7 FEET EAST OF A
 OT0434'FENCE CORNER POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 OT0434'POST, A CAP ON A 3 1/2-INCH IRON PIPE PROJECTING 16 INCHES.
 OT0434
 OT0434                          STATION RECOVERY (1985)
 OT0434
 OT0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0434'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0769 ***********************************************************************
 NM0769  DESIGNATION -  353/3 CAP
 NM0769  PID         -  NM0769
 NM0769  STATE/COUNTY-  SD/UNION
 NM0769  COUNTRY     -  US
 NM0769  USGS QUAD   -  ELK POINT (2017)
 NM0769
 NM0769                         *CURRENT SURVEY CONTROL
 NM0769  ______________________________________________________________________
 NM0769* NAD 83(1986) POSITION- 42 41 11.     (N) 096 41 05.     (W)   SCALED
 NM0769* NAVD 88 ORTHO HEIGHT -   343.812 (meters)     1127.99  (feet) ADJUSTED
 NM0769  ______________________________________________________________________
 NM0769  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 NM0769  DYNAMIC HEIGHT  -        343.712 (meters)     1127.66  (feet) COMP
 NM0769  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 NM0769
 NM0769  VERT ORDER      -  FIRST     CLASS II
 NM0769
 NM0769.The horizontal coordinates were scaled from a map and have
 NM0769.an estimated accuracy of +/- 6 seconds.
 NM0769
 NM0769.The orthometric height was determined by differential leveling and
 NM0769.adjusted by the NATIONAL GEODETIC SURVEY
 NM0769.in June 1991.
 NM0769
 NM0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0769.GEOID18 height accuracy estimate available here.
 NM0769
 NM0769.Click photographs - Photos may exist for this station.
 NM0769
 NM0769.The dynamic height is computed by dividing the NAVD 88
 NM0769.geopotential number by the normal gravity value computed on the
 NM0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0769.degrees latitude (g = 980.6199 gals.).
 NM0769
 NM0769.The modeled gravity was interpolated from observed gravity values.
 NM0769
 NM0769;                    North         East    Units  Estimated Accuracy
 NM0769;SPC SD S     -    45,790.      898,940.      MT  (+/- 180 meters Scaled)
 NM0769
 NM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN896285(NAD 83)
 NM0769
 NM0769                          SUPERSEDED SURVEY CONTROL
 NM0769
 NM0769  NGVD 29 (??/??/92)  343.64   (m)         1127.4    (f) COMPUTED    1 2
 NM0769
 NM0769.Superseded values are not recommended for survey control.
 NM0769
 NM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0769.See file dsdata.pdf to determine how the superseded data were derived.
 NM0769
 NM0769_MARKER: P = PIPE CAP
 NM0769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0769_MARK LOGO: MORC
 NM0769_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0769
 NM0769  HISTORY     - Date     Condition        Report By
 NM0769  HISTORY     - UNK      MONUMENTED       MORC
 NM0769  HISTORY     - 1948     GOOD             CGS
 NM0769  HISTORY     - 1981     GOOD             NGS
 NM0769  HISTORY     - 19900425 MARK NOT FOUND   NGS
 NM0769  HISTORY     - 20120515 MARK NOT FOUND   INDIV
 NM0769
 NM0769                          STATION DESCRIPTION
 NM0769
 NM0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0769'AT ELK POINT.
 NM0769'AT ELK POINT, IN THE SOUTH CORNER OF THE COURTHOUSE LAWN, 128.0
 NM0769'FEET SOUTH OF THE SOUTH CORNER OF THE COURTHOUSE, 36.4 FEET
 NM0769'NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHEAST-SOUTHWEST
 NM0769'SIDEWALK, 16.3 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 NM0769'NORTHWEST-SOUTHEAST SIDEWALK, 13.6 FEET WEST OF THE WEST EDGE OF
 NM0769'THE NORTH-SOUTH SIDEWALK.  A MISSOURI RIVER COMMISSION STANDARD
 NM0769'CAP AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0769
 NM0769                          STATION RECOVERY (1981)
 NM0769
 NM0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM0769'A NEW COURTHOUSE HAS BEEN CONSTRUCTED IN THE NEAR VICINITY OF THE
 NM0769'MARK, BUT THE MARK REMAINS IN THE SOUTH CORNER OF THE COURTHOUSE
 NM0769'LAWN, 18.6 N (61 FT) NORTHEAST OF THE CENTER OF EAST MAIN STREET AND
 NM0769'12.5 M (41 FT) SOUTH OF THE SOUTH CORNER OF THE COURTHOUSE THE PIPE
 NM0769'CAP HAS US BM CAST IN THE TOP.
 NM0769
 NM0769                          STATION RECOVERY (1990)
 NM0769
 NM0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0769'THE PIPE WAS FOUND WITH THE CAP MISSING.
 NM0769
 NM0769                          STATION RECOVERY (2012)
 NM0769
 NM0769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0769'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0484 ***********************************************************************
 OT0484  DESIGNATION -  3544 DW RESET
 OT0484  PID         -  OT0484
 OT0484  STATE/COUNTY-  SD/FALL RIVER
 OT0484  COUNTRY     -  US
 OT0484  USGS QUAD   -  BURDOCK (2017)
 OT0484
 OT0484                         *CURRENT SURVEY CONTROL
 OT0484  ______________________________________________________________________
 OT0484* NAD 83(1986) POSITION- 43 25 17.     (N) 103 57 26.     (W)   SCALED
 OT0484* NAVD 88 ORTHO HEIGHT -  1081.478 (meters)     3548.15  (feet) ADJUSTED
 OT0484  ______________________________________________________________________
 OT0484  GEOID HEIGHT    -        -14.768 (meters)                     GEOID18
 OT0484  DYNAMIC HEIGHT  -       1081.030 (meters)     3546.68  (feet) COMP
 OT0484  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 OT0484
 OT0484  VERT ORDER      -  FIRST     CLASS II
 OT0484
 OT0484.The horizontal coordinates were scaled from a map and have
 OT0484.an estimated accuracy of +/- 6 seconds.
 OT0484
 OT0484.The orthometric height was determined by differential leveling and
 OT0484.adjusted by the NATIONAL GEODETIC SURVEY
 OT0484.in June 1991.
 OT0484
 OT0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0484.GEOID18 height accuracy estimate available here.
 OT0484
 OT0484.Click photographs - Photos may exist for this station.
 OT0484
 OT0484.The dynamic height is computed by dividing the NAVD 88
 OT0484.geopotential number by the normal gravity value computed on the
 OT0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0484.degrees latitude (g = 980.6199 gals.).
 OT0484
 OT0484.The modeled gravity was interpolated from observed gravity values.
 OT0484
 OT0484;                    North         East    Units  Estimated Accuracy
 OT0484;SPC SD S     -   127,270.      306,650.      MT  (+/- 180 meters Scaled)
 OT0484
 OT0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ844081(NAD 83)
 OT0484
 OT0484                          SUPERSEDED SURVEY CONTROL
 OT0484
 OT0484  NGVD 29 (??/??/92) 1080.936  (m)         3546.37   (f) ADJ UNCH    1 2
 OT0484
 OT0484.Superseded values are not recommended for survey control.
 OT0484
 OT0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0484.See file dsdata.pdf to determine how the superseded data were derived.
 OT0484
 OT0484_MARKER: DD = SURVEY DISK
 OT0484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0484_SP_SET: BRIDGE ABUTMENT
 OT0484_STAMPING: 3544 DW RESET 1949
 OT0484_MARK LOGO: USGS
 OT0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0484
 OT0484  HISTORY     - Date     Condition        Report By
 OT0484  HISTORY     - 1949     MONUMENTED       CGS
 OT0484  HISTORY     - 1957     GOOD             CGS
 OT0484  HISTORY     - 1985     GOOD             NGS
 OT0484
 OT0484                          STATION DESCRIPTION
 OT0484
 OT0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0484'10.9 MI NW FROM EDGEMONT.
 OT0484'ABOUT 10.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0484'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 23,
 OT0484'T. 7 S., R. 1 E., IN THE TOP OF THE SOUTHWEST END OF THE
 OT0484'SOUTHEAST ABUTMENT OF BRIDGE 487.10, 5.5 FEET SOUTHWEST OF THE
 OT0484'SOUTHWEST RAIL AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 OT0484'NOTE-- USGS INDICATES THE MARK IS 20 FEET WEST FROM CENTER OF
 OT0484'TRACK AND IN WEST END OF SOUTH CONCRETE HEADWALL.
 OT0484
 OT0484                          STATION RECOVERY (1985)
 OT0484
 OT0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  19.15 KM
 OT0484'(11.9 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OT0484'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0484'IN TOP OF AND 0.3 METER (1 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 OT0484'SOUTHEAST ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE 487.10,
 OT0484'1.7 METERS (5.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 OT0484'THE MARK IS 0.7 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0430 ***********************************************************************
 OT0430  DESIGNATION -  3553 DW
 OT0430  PID         -  OT0430
 OT0430  STATE/COUNTY-  SD/FALL RIVER
 OT0430  COUNTRY     -  US
 OT0430  USGS QUAD   -  ARDMORE (2017)
 OT0430
 OT0430                         *CURRENT SURVEY CONTROL
 OT0430  ______________________________________________________________________
 OT0430* NAD 83(1986) POSITION- 43 01 17.4    (N) 103 39 41.4    (W)   HD_HELD2
 OT0430* NAVD 88 ORTHO HEIGHT -  1084.253 (meters)     3557.25  (feet) ADJUSTED
 OT0430  ______________________________________________________________________
 OT0430  GEOID HEIGHT    -        -15.997 (meters)                     GEOID18
 OT0430  DYNAMIC HEIGHT  -       1083.760 (meters)     3555.64  (feet) COMP
 OT0430  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 OT0430
 OT0430  VERT ORDER      -  FIRST     CLASS II
 OT0430
 OT0430.The horizontal coordinates were established by autonomous hand held GPS
 OT0430.observations and have an estimated accuracy of +/- 10 meters.
 OT0430
 OT0430.The orthometric height was determined by differential leveling and
 OT0430.adjusted by the NATIONAL GEODETIC SURVEY
 OT0430.in June 1991.
 OT0430
 OT0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0430.GEOID18 height accuracy estimate available here.
 OT0430
 OT0430.Click photographs - Photos may exist for this station.
 OT0430
 OT0430.The dynamic height is computed by dividing the NAVD 88
 OT0430.geopotential number by the normal gravity value computed on the
 OT0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0430.degrees latitude (g = 980.6199 gals.).
 OT0430
 OT0430.The modeled gravity was interpolated from observed gravity values.
 OT0430
 OT0430;                    North         East    Units  Estimated Accuracy
 OT0430;SPC SD S     -    81,884.      328,796.      MT  (+/- 10 meters HH2 GPS)
 OT0430
 OT0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0906164071(NAD 83)
 OT0430
 OT0430                          SUPERSEDED SURVEY CONTROL
 OT0430
 OT0430  NGVD 29 (??/??/92) 1083.725  (m)         3555.52   (f) ADJ UNCH    1 2
 OT0430
 OT0430.Superseded values are not recommended for survey control.
 OT0430
 OT0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0430.See file dsdata.pdf to determine how the superseded data were derived.
 OT0430
 OT0430_MARKER: P = PIPE CAP
 OT0430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0430_STAMPING: 3553 DW
 OT0430_MARK LOGO: USGS
 OT0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0430+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2010
 OT0430
 OT0430  HISTORY     - Date     Condition        Report By
 OT0430  HISTORY     - 1898     MONUMENTED       USGS
 OT0430  HISTORY     - 1957     GOOD             CGS
 OT0430  HISTORY     - 1985     GOOD             NGS
 OT0430  HISTORY     - 20101021 GOOD             GEOCAC
 OT0430
 OT0430                          STATION DESCRIPTION
 OT0430
 OT0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0430'AT ARDMORE.
 OT0430'ABOUT 0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0430'RAILROAD FROM THE STATION AT ARDMORE, THENCE 0.1 MILE WEST
 OT0430'ALONG A STREET, 409 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 OT0430'IN SECTION 9, T.12 S., R.4 E., 47 FEET NORTH OF THE CENTER LINE
 OT0430'OF THE EAST-WEST STREET, 34 FEET WEST OF THE CENTER LINE OF A
 OT0430'STREET LEADING NORTH, 62 FEET NORTHWEST OF THE CENTER OF THE
 OT0430'INTERSECTION, 80 FEET NORTH AND ACROSS THE EAST-WEST STREET
 OT0430'FROM A POLE WITH TRANSFORMER, 12 FEET NORTH OF A FENCE CORNER,
 OT0430'3 FEET WEST OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN
 OT0430'WITNESS POST, A CAP ON A 3 1/2-INCH IRON PIPE PROJECTING 10
 OT0430'INCHES.
 OT0430
 OT0430                          STATION RECOVERY (1985)
 OT0430
 OT0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0430'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 OT0430'MI) WEST ALONG COUNTY ROAD 6412 FROM ITS JUNCTION WITH STATE ROUTE 71
 OT0430'AT ARDMORE, 14.3 METERS (47 FT) NORTH OF THE CENTER OF THE ROAD,
 OT0430'124.7 METERS (409 FT) WEST OF THE WEST RAIL OF THE BURLINGTON
 OT0430'NORTHERN RAILROAD, 10.4 METERS (34 FT) WEST OF THE CENTER OF A TRACK
 OT0430'ROAD LEADING NORTH, 24.4 METERS (80 FT) NORTH AND ACROSS THE ROAD
 OT0430'FROM A POWER POLE AND 0.9 METER (3 FT) WEST OF THE FENCE.
 OT0430'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 OT0430'THE MARK IS 0.3 M ABOVE THE GROUND.
 OT0430
 OT0430                          STATION RECOVERY (2010)
 OT0430
 OT0430'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0790 ***********************************************************************
 NM0790  DESIGNATION -  356/3 CAP
 NM0790  PID         -  NM0790
 NM0790  STATE/COUNTY-  SD/UNION
 NM0790  COUNTRY     -  US
 NM0790  USGS QUAD   -  PONCA (2017)
 NM0790
 NM0790                         *CURRENT SURVEY CONTROL
 NM0790  ______________________________________________________________________
 NM0790* NAD 83(1986) POSITION- 42 34 35.     (N) 096 37 31.     (W)   SCALED
 NM0790* NAVD 88 ORTHO HEIGHT -   341.337 (meters)     1119.87  (feet) ADJUSTED
 NM0790  ______________________________________________________________________
 NM0790  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 NM0790  DYNAMIC HEIGHT  -        341.231 (meters)     1119.52  (feet) COMP
 NM0790  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 NM0790
 NM0790  VERT ORDER      -  SECOND    CLASS 0
 NM0790
 NM0790.The horizontal coordinates were scaled from a map and have
 NM0790.an estimated accuracy of +/- 6 seconds.
 NM0790
 NM0790.The orthometric height was determined by differential leveling and
 NM0790.adjusted by the NATIONAL GEODETIC SURVEY
 NM0790.in June 1991.
 NM0790
 NM0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0790.GEOID18 height accuracy estimate available here.
 NM0790
 NM0790.Click photographs - Photos may exist for this station.
 NM0790
 NM0790.The dynamic height is computed by dividing the NAVD 88
 NM0790.geopotential number by the normal gravity value computed on the
 NM0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0790.degrees latitude (g = 980.6199 gals.).
 NM0790
 NM0790.The modeled gravity was interpolated from observed gravity values.
 NM0790
 NM0790;                    North         East    Units  Estimated Accuracy
 NM0790;SPC SD S     -    33,800.      904,350.      MT  (+/- 180 meters Scaled)
 NM0790
 NM0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN948165(NAD 83)
 NM0790
 NM0790                          SUPERSEDED SURVEY CONTROL
 NM0790
 NM0790  NGVD 29 (??/??/92)  341.162  (m)         1119.30   (f) ADJ UNCH    2 0
 NM0790
 NM0790.Superseded values are not recommended for survey control.
 NM0790
 NM0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0790.See file dsdata.pdf to determine how the superseded data were derived.
 NM0790
 NM0790_MARKER: P = PIPE CAP
 NM0790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0790_MARK LOGO: MORC
 NM0790_PROJECTION: RECESSED 30 CENTIMETERS
 NM0790_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0790
 NM0790  HISTORY     - Date     Condition        Report By
 NM0790  HISTORY     - UNK      MONUMENTED       MORC
 NM0790  HISTORY     - 1948     GOOD             CGS
 NM0790
 NM0790                          STATION DESCRIPTION
 NM0790
 NM0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0790'5.4 MI S FROM JEFFERSON.
 NM0790'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0790'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1
 NM0790'MILES WEST ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL
 NM0790'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.1
 NM0790'MILE EAST ALONG A GRAVEL ROAD, 0.9 MILE WEST OF BENCH MARK J 325,
 NM0790'ON THE SOUTH SIDE OF THE ROAD FROM A FARMHOUSE, IN A CULTIVATED
 NM0790'FIELD, 83.0 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE, 81.4 FEET
 NM0790'SOUTH OF BENCH MARK H 325, 67.0 FEET SOUTHWEST OF THE INTERSECTION
 NM0790'OF THE CENTER LINE OF THE EAST-WEST RAIL AND THE PRIVATE ROAD
 NM0790'LEADING NORTH, 49.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 NM0790'ROAD, 20.1 FEET SOUTH OF AN IRON POST PAINTED U.S. GOVT. PROPERTY,
 NM0790'DO NOT DISTURB, DIRECTLY IN LINE WITH BENCH MARK H 325 AND THE
 NM0790'IRON POST.  A MISSOURI RIVER COMMISSION STANDARD CAP AND 1.0 FOOT
 NM0790'BELOW GROUND LEVEL, ON TOP OF IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1421 ***********************************************************************
 PU1421  DESIGNATION -  3565
 PU1421  PID         -  PU1421
 PU1421  STATE/COUNTY-  SD/MEADE
 PU1421  COUNTRY     -  US
 PU1421  USGS QUAD   -  TILFORD (2017)
 PU1421
 PU1421                         *CURRENT SURVEY CONTROL
 PU1421  ______________________________________________________________________
 PU1421* NAD 83(1986) POSITION- 44 16 16.     (N) 103 24 54.     (W)   SCALED
 PU1421* NAVD 88 ORTHO HEIGHT -  1087.748 (meters)     3568.72  (feet) ADJUSTED
 PU1421  ______________________________________________________________________
 PU1421  GEOID HEIGHT    -        -15.222 (meters)                     GEOID18
 PU1421  DYNAMIC HEIGHT  -       1087.377 (meters)     3567.50  (feet) COMP
 PU1421  MODELED GRAVITY -    980,238.9   (mgal)                       NAVD 88
 PU1421
 PU1421  VERT ORDER      -  FIRST     CLASS II
 PU1421
 PU1421.The horizontal coordinates were scaled from a map and have
 PU1421.an estimated accuracy of +/- 6 seconds.
 PU1421
 PU1421.The orthometric height was determined by differential leveling and
 PU1421.adjusted by the NATIONAL GEODETIC SURVEY
 PU1421.in June 1991.
 PU1421
 PU1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1421.GEOID18 height accuracy estimate available here.
 PU1421
 PU1421.Click photographs - Photos may exist for this station.
 PU1421
 PU1421.The dynamic height is computed by dividing the NAVD 88
 PU1421.geopotential number by the normal gravity value computed on the
 PU1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1421.degrees latitude (g = 980.6199 gals.).
 PU1421
 PU1421.The modeled gravity was interpolated from observed gravity values.
 PU1421
 PU1421;                    North         East    Units  Estimated Accuracy
 PU1421;SPC SD N     -    54,400.      327,420.      MT  (+/- 180 meters Scaled)
 PU1421
 PU1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK264032(NAD 83)
 PU1421
 PU1421                          SUPERSEDED SURVEY CONTROL
 PU1421
 PU1421  NGVD 29 (??/??/92) 1087.240  (m)         3567.05   (f) ADJ UNCH    1 2
 PU1421
 PU1421.Superseded values are not recommended for survey control.
 PU1421
 PU1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1421.See file dsdata.pdf to determine how the superseded data were derived.
 PU1421
 PU1421_MARKER: P = PIPE CAP
 PU1421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1421_STAMPING: DW 3565
 PU1421_MARK LOGO: USGS
 PU1421_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1421
 PU1421  HISTORY     - Date     Condition        Report By
 PU1421  HISTORY     - 1900     MONUMENTED       USGS
 PU1421  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1421  HISTORY     - 20110412 MARK NOT FOUND   INDIV
 PU1421
 PU1421                          STATION DESCRIPTION
 PU1421
 PU1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1421'2.2 MI SE FROM TILFORD.
 PU1421'2.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1421'FROM TILFORD, MEADE COUNTY, AT A ROAD CROSSING, AT THE NORTHEAST
 PU1421'CORNER OF THE INTERSECTION OF A HIGHWAY WITH THE ROAD, 46 FEET
 PU1421'EAST OF THE CENTERLINE OF THE TRACK, AND 33 FEET EAST OF THE
 PU1421'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 PU1421'DW 3565 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PU1421
 PU1421                          STATION RECOVERY (2011)
 PU1421
 PU1421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1421'DESTROYED BY ROAD COSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0798 ***********************************************************************
 NM0798  DESIGNATION -  357/2 CAP
 NM0798  PID         -  NM0798
 NM0798  STATE/COUNTY-  SD/UNION
 NM0798  COUNTRY     -  US
 NM0798  USGS QUAD   -  JEFFERSON (2017)
 NM0798
 NM0798                         *CURRENT SURVEY CONTROL
 NM0798  ______________________________________________________________________
 NM0798* NAD 83(1986) POSITION- 42 33 02.     (N) 096 35 47.     (W)   SCALED
 NM0798* NAVD 88 ORTHO HEIGHT -   339.333 (meters)     1113.30  (feet) ADJUSTED
 NM0798  ______________________________________________________________________
 NM0798  GEOID HEIGHT    -        -25.779 (meters)                     GEOID18
 NM0798  DYNAMIC HEIGHT  -        339.226 (meters)     1112.94  (feet) COMP
 NM0798  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 NM0798
 NM0798  VERT ORDER      -  SECOND    CLASS 0
 NM0798
 NM0798.The horizontal coordinates were scaled from a map and have
 NM0798.an estimated accuracy of +/- 6 seconds.
 NM0798
 NM0798.The orthometric height was determined by differential leveling and
 NM0798.adjusted by the NATIONAL GEODETIC SURVEY
 NM0798.in June 1991.
 NM0798
 NM0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0798.GEOID18 height accuracy estimate available here.
 NM0798
 NM0798.Click photographs - Photos may exist for this station.
 NM0798
 NM0798.The dynamic height is computed by dividing the NAVD 88
 NM0798.geopotential number by the normal gravity value computed on the
 NM0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0798.degrees latitude (g = 980.6199 gals.).
 NM0798
 NM0798.The modeled gravity was interpolated from observed gravity values.
 NM0798
 NM0798;                    North         East    Units  Estimated Accuracy
 NM0798;SPC SD S     -    31,040.      906,850.      MT  (+/- 180 meters Scaled)
 NM0798
 NM0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN973137(NAD 83)
 NM0798
 NM0798                          SUPERSEDED SURVEY CONTROL
 NM0798
 NM0798  NGVD 29 (??/??/92)  339.160  (m)         1112.73   (f) ADJ UNCH    2 0
 NM0798
 NM0798.Superseded values are not recommended for survey control.
 NM0798
 NM0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0798.See file dsdata.pdf to determine how the superseded data were derived.
 NM0798
 NM0798_MARKER: P = PIPE CAP
 NM0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0798_MARK LOGO: MORC
 NM0798_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0798
 NM0798  HISTORY     - Date     Condition        Report By
 NM0798  HISTORY     - UNK      MONUMENTED       MORC
 NM0798  HISTORY     - 1948     GOOD             CGS
 NM0798
 NM0798                          STATION DESCRIPTION
 NM0798
 NM0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0798'7 MI SW FROM JEFFERSON.
 NM0798'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0798'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0798'WEST ALONG A PAVED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVEL ROAD,
 NM0798'THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH
 NM0798'ALONG A DIRT ROAD, 29.0 FEET WEST OF THE CENTER LINE OF A
 NM0798'NORTH-SOUTH ROAD, 21.0 FEET SOUTH-SOUTHWEST OF A 14-INCH ELM TREE,
 NM0798'6.5 FEET WEST OF A 3-WAY CORNER FENCE POST, 0.7 FOOT NORTH OF A
 NM0798'EAST-WEST FENCE, 1.5 FEET WEST OF A REFERENCE POST.  A MISSOURI
 NM0798'RIVER COMMISSION STANDARD CAP, ON TOP OF AN IRON POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0842 ***********************************************************************
 NM0842  DESIGNATION -  358/3 CAP
 NM0842  PID         -  NM0842
 NM0842  STATE/COUNTY-  SD/UNION
 NM0842  COUNTRY     -  US
 NM0842  USGS QUAD   -  JEFFERSON (2017)
 NM0842
 NM0842                         *CURRENT SURVEY CONTROL
 NM0842  ______________________________________________________________________
 NM0842* NAD 83(1986) POSITION- 42 36 17.     (N) 096 33 41.     (W)   SCALED
 NM0842* NAVD 88 ORTHO HEIGHT -   339.552 (meters)     1114.01  (feet) ADJUSTED
 NM0842  ______________________________________________________________________
 NM0842  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 NM0842  DYNAMIC HEIGHT  -        339.448 (meters)     1113.67  (feet) COMP
 NM0842  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 NM0842
 NM0842  VERT ORDER      -  FIRST     CLASS II
 NM0842
 NM0842.The horizontal coordinates were scaled from a map and have
 NM0842.an estimated accuracy of +/- 6 seconds.
 NM0842
 NM0842.The orthometric height was determined by differential leveling and
 NM0842.adjusted by the NATIONAL GEODETIC SURVEY
 NM0842.in June 1991.
 NM0842
 NM0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0842.GEOID18 height accuracy estimate available here.
 NM0842
 NM0842.Click photographs - Photos may exist for this station.
 NM0842
 NM0842.The dynamic height is computed by dividing the NAVD 88
 NM0842.geopotential number by the normal gravity value computed on the
 NM0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0842.degrees latitude (g = 980.6199 gals.).
 NM0842
 NM0842.The modeled gravity was interpolated from observed gravity values.
 NM0842
 NM0842;                    North         East    Units  Estimated Accuracy
 NM0842;SPC SD S     -    37,180.      909,450.      MT  (+/- 180 meters Scaled)
 NM0842
 NM0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN000198(NAD 83)
 NM0842
 NM0842                          SUPERSEDED SURVEY CONTROL
 NM0842
 NM0842  NGVD 29 (??/??/92)  339.378  (m)         1113.44   (f) ADJ UNCH    1 2
 NM0842
 NM0842.Superseded values are not recommended for survey control.
 NM0842
 NM0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0842.See file dsdata.pdf to determine how the superseded data were derived.
 NM0842
 NM0842_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NM0842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0842_STAMPING: USBM
 NM0842_MARK LOGO: MORC
 NM0842_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0842
 NM0842  HISTORY     - Date     Condition        Report By
 NM0842  HISTORY     - UNK      MONUMENTED       MORC
 NM0842  HISTORY     - 1948     GOOD             CGS
 NM0842  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0842
 NM0842                          STATION DESCRIPTION
 NM0842
 NM0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0842'AT JEFFERSON.
 NM0842'AT JEFFERSON, NEAR THE NORTHWEST CITY LIMITS, ABOUT 300.0 FEET
 NM0842'WEST OF A CEMETERY, 40.3 FEET NORTH-NORTHEAST OF THE CENTER LINE
 NM0842'OF U.S. HIGHWAY NO. 77, 30.0 FEET SOUTH OF THE CENTER LINE OF A
 NM0842'EAST-WEST GRAVEL ROAD, 15.0 FEET WEST OF A 36-INCH ELM TREE
 NM0842'WHICH IS THE MOST NORTHWESTERLY TREE IN A ROW OF ELMS, 1.6 FEET
 NM0842'NORTH-NORTHEAST OF THE NORTH-NORTHEAST EDGE OF THE SIDEWALK, ON
 NM0842'TOP OF AN IRON PIPE.  A MISSOURI RIVER COMMISSION CAP WITH THE
 NM0842'LETTERS USBM CAST ON THE TOP.  NOTE-- THE CAP WAS LEVELED TO,
 NM0842'REMOVED AND REPLACED AND RELEVELED TO BY THIS PARTY IN 1948.
 NM0842'NOTE-- THE ABOVE CAP HAS NO RAISED POINT IN THE CENTER.  THE
 NM0842'ROD WAS HELD ON TOP OF THE LETTER U AND DIRECTLY OVER THE CHISELED
 NM0842'CROSS AT THE BASE.
 NM0842
 NM0842                          STATION RECOVERY (2012)
 NM0842
 NM0842'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0842'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0158 ***********************************************************************
 PR0158  DESIGNATION -  36 A
 PR0158  PID         -  PR0158
 PR0158  STATE/COUNTY-  SD/MOODY
 PR0158  COUNTRY     -  US
 PR0158  USGS QUAD   -  FLANDREAU (2017)
 PR0158
 PR0158                         *CURRENT SURVEY CONTROL
 PR0158  ______________________________________________________________________
 PR0158* NAD 83(1986) POSITION- 44 03 05.     (N) 096 35 59.     (W)   SCALED
 PR0158* NAVD 88 ORTHO HEIGHT -   471.294 (meters)     1546.24  (feet) ADJUSTED
 PR0158  ______________________________________________________________________
 PR0158  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 PR0158  DYNAMIC HEIGHT  -        471.187 (meters)     1545.89  (feet) COMP
 PR0158  MODELED GRAVITY -    980,375.8   (mgal)                       NAVD 88
 PR0158
 PR0158  VERT ORDER      -  SECOND    CLASS 0
 PR0158
 PR0158.The horizontal coordinates were scaled from a map and have
 PR0158.an estimated accuracy of +/- 6 seconds.
 PR0158
 PR0158.The orthometric height was determined by differential leveling and
 PR0158.adjusted by the NATIONAL GEODETIC SURVEY
 PR0158.in June 1991.
 PR0158
 PR0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0158.GEOID18 height accuracy estimate available here.
 PR0158
 PR0158.Click photographs - Photos may exist for this station.
 PR0158
 PR0158.The dynamic height is computed by dividing the NAVD 88
 PR0158.geopotential number by the normal gravity value computed on the
 PR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0158.degrees latitude (g = 980.6199 gals.).
 PR0158
 PR0158.The modeled gravity was interpolated from observed gravity values.
 PR0158
 PR0158;                    North         East    Units  Estimated Accuracy
 PR0158;SPC SD S     -   197,590.      899,080.      MT  (+/- 180 meters Scaled)
 PR0158
 PR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP922803(NAD 83)
 PR0158
 PR0158                          SUPERSEDED SURVEY CONTROL
 PR0158
 PR0158  NGVD 29 (??/??/92)  471.035  (m)         1545.39   (f) ADJ UNCH    2 0
 PR0158
 PR0158.Superseded values are not recommended for survey control.
 PR0158
 PR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0158.See file dsdata.pdf to determine how the superseded data were derived.
 PR0158
 PR0158_MARKER: DD = SURVEY DISK
 PR0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0158_MARK LOGO: CGS+SS
 PR0158_PROJECTION: FLUSH
 PR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0158+STABILITY: SURFACE MOTION
 PR0158
 PR0158  HISTORY     - Date     Condition        Report By
 PR0158  HISTORY     - 1934     MONUMENTED       SDGS
 PR0158  HISTORY     - 1934     GOOD             CGS
 PR0158  HISTORY     - 1969     MARK NOT FOUND   USGS
 PR0158
 PR0158                          STATION DESCRIPTION
 PR0158
 PR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0158'AT FLANDREAU.
 PR0158'AT FLANDREAU, MOODY COUNTY, AT THE SOUTH EAST CORNER OF THE
 PR0158'INTERSECTION OF FIRST AVENUE WEST AND NORTH WILSON STREET,
 PR0158'AND AT THE NORTHWEST CORNER OF A FRONT PLOT LOCATED ON FIRST
 PR0158'STREET AND OWNED BY MRS. KING.  A STATE SURVEY STANDARD DISK,
 PR0158'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PR0158
 PR0158                          STATION RECOVERY (1969)
 PR0158
 PR0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PR0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0039 ***********************************************************************
 NM0039  DESIGNATION -  360 2 BOLT
 NM0039  PID         -  NM0039
 NM0039  STATE/COUNTY-  SD/UNION
 NM0039  COUNTRY     -  US
 NM0039  USGS QUAD   -  JEFFERSON (2017)
 NM0039
 NM0039                         *CURRENT SURVEY CONTROL
 NM0039  ______________________________________________________________________
 NM0039* NAD 83(1986) POSITION- 42 32 47.     (N) 096 30 17.     (W)   SCALED
 NM0039* NAVD 88 ORTHO HEIGHT -   336.931 (meters)     1105.41  (feet) POSTED
 NM0039  ______________________________________________________________________
 NM0039  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 NM0039  DYNAMIC HEIGHT  -        336.83  (meters)     1105.1   (feet) COMP
 NM0039  MODELED GRAVITY -    980,297.8   (mgal)                       NAVD 88
 NM0039
 NM0039  VERT ORDER      -  * POSTED, SEE BELOW
 NM0039
 NM0039.The horizontal coordinates were scaled from a map and have
 NM0039.an estimated accuracy of +/- 6 seconds.
 NM0039
 NM0039.The orthometric height was determined by differential leveling
 NM0039.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 NM0039
 NM0039.* This is a POSTED BENCH MARK height.
 NM0039
 NM0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0039.GEOID18 height accuracy estimate available here.
 NM0039
 NM0039.Click photographs - Photos may exist for this station.
 NM0039
 NM0039.The dynamic height is computed by dividing the NAVD 88
 NM0039.geopotential number by the normal gravity value computed on the
 NM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0039.degrees latitude (g = 980.6199 gals.).
 NM0039
 NM0039.The modeled gravity was interpolated from observed gravity values.
 NM0039
 NM0039;                    North         East    Units  Estimated Accuracy
 NM0039;SPC SD S     -    30,920.      914,390.      MT  (+/- 180 meters Scaled)
 NM0039
 NM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN048134(NAD 83)
 NM0039
 NM0039                          SUPERSEDED SURVEY CONTROL
 NM0039
 NM0039.No superseded survey control is available for this station.
 NM0039
 NM0039_MARKER: B = BOLT
 NM0039_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM0039_SP_SET: STONE SQUARE
 NM0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0039
 NM0039  HISTORY     - Date     Condition        Report By
 NM0039  HISTORY     - UNK      MONUMENTED       MORC
 NM0039  HISTORY     - 1948     GOOD             CGS
 NM0039  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0039
 NM0039                          STATION DESCRIPTION
 NM0039
 NM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0039'3.2 MI NW FROM RIVERSIDE.
 NM0039'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST
 NM0039'OFFICE AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD,
 NM0039'THENCE 1.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.45 MILE
 NM0039'NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST ALONG A
 NM0039'GRAVEL ROAD, IN THE POINT OF A Y ROAD, 29.0 FEET SOUTHEAST OF THE
 NM0039'CENTER LINE OF A NORTHEAST-SOUTHWEST ROAD, 17.0 FEET NORTH OF THE
 NM0039'CENTER LINE OF A EAST-WEST ROAD, 9.2 FEET NORTHEAST OF A TELEPHONE
 NM0039'GUY POLE, 1.8 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF
 NM0039'A REFERENCE POST, ACCESS TO BOLT IS MADE THRU PIPE AFTER REMOVAL
 NM0039'OF MORC CAP.
 NM0039
 NM0039                          STATION RECOVERY (2012)
 NM0039
 NM0039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0038 ***********************************************************************
 NM0038  DESIGNATION -  360/2 CAP
 NM0038  PID         -  NM0038
 NM0038  STATE/COUNTY-  SD/UNION
 NM0038  COUNTRY     -  US
 NM0038  USGS QUAD   -  JEFFERSON (2017)
 NM0038
 NM0038                         *CURRENT SURVEY CONTROL
 NM0038  ______________________________________________________________________
 NM0038* NAD 83(1986) POSITION- 42 32 46.     (N) 096 30 10.     (W)   SCALED
 NM0038* NAVD 88 ORTHO HEIGHT -   338.344 (meters)     1110.05  (feet) ADJUSTED
 NM0038  ______________________________________________________________________
 NM0038  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 NM0038  DYNAMIC HEIGHT  -        338.238 (meters)     1109.70  (feet) COMP
 NM0038  MODELED GRAVITY -    980,297.8   (mgal)                       NAVD 88
 NM0038
 NM0038  VERT ORDER      -  FIRST     CLASS II
 NM0038
 NM0038.The horizontal coordinates were scaled from a map and have
 NM0038.an estimated accuracy of +/- 6 seconds.
 NM0038
 NM0038.The orthometric height was determined by differential leveling and
 NM0038.adjusted by the NATIONAL GEODETIC SURVEY
 NM0038.in June 1991.
 NM0038
 NM0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0038.GEOID18 height accuracy estimate available here.
 NM0038
 NM0038.Click photographs - Photos may exist for this station.
 NM0038
 NM0038.The dynamic height is computed by dividing the NAVD 88
 NM0038.geopotential number by the normal gravity value computed on the
 NM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0038.degrees latitude (g = 980.6199 gals.).
 NM0038
 NM0038.The modeled gravity was interpolated from observed gravity values.
 NM0038
 NM0038;                    North         East    Units  Estimated Accuracy
 NM0038;SPC SD S     -    30,890.      914,550.      MT  (+/- 180 meters Scaled)
 NM0038
 NM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN050134(NAD 83)
 NM0038
 NM0038                          SUPERSEDED SURVEY CONTROL
 NM0038
 NM0038  NGVD 29 (??/??/92)  338.173  (m)         1109.49   (f) ADJ UNCH    1 2
 NM0038
 NM0038.Superseded values are not recommended for survey control.
 NM0038
 NM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0038.See file dsdata.pdf to determine how the superseded data were derived.
 NM0038
 NM0038_MARKER: P = PIPE CAP
 NM0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0038_MARK LOGO: MORC
 NM0038_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0038
 NM0038  HISTORY     - Date     Condition        Report By
 NM0038  HISTORY     - UNK      MONUMENTED       MORC
 NM0038  HISTORY     - 1948     GOOD             CGS
 NM0038  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0038
 NM0038                          STATION DESCRIPTION
 NM0038
 NM0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0038'3.2 MI NW FROM RIVERSIDE.
 NM0038'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0038'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NM0038'1.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.45 MILE NORTHWEST
 NM0038'ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD,
 NM0038'IN THE POINT OF A Y ROAD, 29.0 FEET SOUTHEAST OF THE CENTER LINE
 NM0038'OF A NORTHEAST-SOUTHWEST ROAD, 17.0 FEET NORTH OF THE CENTER
 NM0038'LINE OF A EAST-WEST ROAD, 9.2 FEET NORTHEAST OF A TELEPHONE GUY
 NM0038'POLE, 1.8 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A
 NM0038'REFERENCE POST, ON TOP OF AN IRON PIPE.  THE TOP OF A MISSOURI
 NM0038'RIVER COMMISSION CAP WITH THE LETTERS USBM CAST ON THE TOP.
 NM0038
 NM0038                          STATION RECOVERY (2012)
 NM0038
 NM0038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1438 ***********************************************************************
 PU1438  DESIGNATION -  3622
 PU1438  PID         -  PU1438
 PU1438  STATE/COUNTY-  SD/MEADE
 PU1438  COUNTRY     -  US
 PU1438  USGS QUAD   -  TILFORD (2017)
 PU1438
 PU1438                         *CURRENT SURVEY CONTROL
 PU1438  ______________________________________________________________________
 PU1438* NAD 83(1986) POSITION- 44 21 56.     (N) 103 28 03.     (W)   SCALED
 PU1438* NAVD 88 ORTHO HEIGHT -  1105.087 (meters)     3625.61  (feet) ADJUSTED
 PU1438  ______________________________________________________________________
 PU1438  GEOID HEIGHT    -        -15.225 (meters)                     GEOID18
 PU1438  DYNAMIC HEIGHT  -       1104.727 (meters)     3624.43  (feet) COMP
 PU1438  MODELED GRAVITY -    980,253.9   (mgal)                       NAVD 88
 PU1438
 PU1438  VERT ORDER      -  FIRST     CLASS II
 PU1438
 PU1438.The horizontal coordinates were scaled from a map and have
 PU1438.an estimated accuracy of +/- 6 seconds.
 PU1438
 PU1438.The orthometric height was determined by differential leveling and
 PU1438.adjusted by the NATIONAL GEODETIC SURVEY
 PU1438.in June 1991.
 PU1438
 PU1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1438.GEOID18 height accuracy estimate available here.
 PU1438
 PU1438.Click photographs - Photos may exist for this station.
 PU1438
 PU1438.The dynamic height is computed by dividing the NAVD 88
 PU1438.geopotential number by the normal gravity value computed on the
 PU1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1438.degrees latitude (g = 980.6199 gals.).
 PU1438
 PU1438.The modeled gravity was interpolated from observed gravity values.
 PU1438
 PU1438;                    North         East    Units  Estimated Accuracy
 PU1438;SPC SD N     -    65,060.      323,680.      MT  (+/- 180 meters Scaled)
 PU1438
 PU1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK221136(NAD 83)
 PU1438
 PU1438                          SUPERSEDED SURVEY CONTROL
 PU1438
 PU1438  NGVD 29 (??/??/92) 1104.57   (m)         3623.9    (f) COMPUTED    1 2
 PU1438
 PU1438.Superseded values are not recommended for survey control.
 PU1438
 PU1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1438.See file dsdata.pdf to determine how the superseded data were derived.
 PU1438
 PU1438_MARKER: P = PIPE CAP
 PU1438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1438_STAMPING: 3622
 PU1438_MARK LOGO: USGS
 PU1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1438+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1991
 PU1438
 PU1438  HISTORY     - Date     Condition        Report By
 PU1438  HISTORY     - 1900     MONUMENTED       USGS
 PU1438  HISTORY     - 1962     GOOD             CGS
 PU1438  HISTORY     - 19910822 POOR             NGS
 PU1438  HISTORY     - 20120801 POOR             INDIV
 PU1438
 PU1438                          STATION DESCRIPTION
 PU1438
 PU1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1438'5 MI SE FROM STURGIS.
 PU1438'ABOUT 5.05 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1438'RAILWAY FROM THE STATION AT STURGIS, 0.5 MILE SOUTHEAST OF THE
 PU1438'ENTRANCE TO THE BLACK HILLS NATIONAL CEMETERY, 10 1/2 POLES OF
 PU1438'0.3 MILE SOUTHEAST OF MILE POST 124, 7 RAILS SOUTHEAST OF THE
 PU1438'SOUTHEAST END OF TRESTLE NUMBER 124, 7 RAILS SOUTHEAST OF THE
 PU1438'SOUTHEAST END OF TRESTLE NUMBER H 260, 130 FEET NORTHWEST OF A
 PU1438'UNDERGROUND TELEPHONE CABLE MARKER POST, 47 1/2 FEET NORTHEAST
 PU1438'OF THE NORTHEAST RAIL, 1 FOOT NORTHEAST OF A FENCE, 1.0 FEET
 PU1438'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU1438'OF THE RAILS, AND A CAP RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 PU1438'PROJECTING 20 INCHES.
 PU1438
 PU1438                          STATION RECOVERY (1991)
 PU1438
 PU1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1438'8.0 KM (4.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1438'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 0.8 KM (0.50 MI)
 PU1438'SOUTHEAST OF THE ENTRANCE TO THE BLACKHILLS CEMETERY, 80.0 M (262.5
 PU1438'FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU1438'HIGHWAY, 14.5 M (47.6 FT) NORTHEAST OF THE NEAR RAIL OF THE CHICAGO
 PU1438'AND NORTHWETERN RAILROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PU1438'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE
 PU1438'PIPE IS BENT AND LOOSE IN THE GROUND AND NO LONGER MEETS NGS
 PU1438'STANDARDS.  NOT LEVEL THIS SURVEY.
 PU1438
 PU1438                          STATION RECOVERY (2012)
 PU1438
 PU1438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1438'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1404 ***********************************************************************
 PU1404  DESIGNATION -  3622 DW
 PU1404  PID         -  PU1404
 PU1404  STATE/COUNTY-  SD/MEADE
 PU1404  COUNTRY     -  US
 PU1404  USGS QUAD   -  BLACKHAWK (2017)
 PU1404
 PU1404                         *CURRENT SURVEY CONTROL
 PU1404  ______________________________________________________________________
 PU1404* NAD 83(1986) POSITION- 44 11 02.     (N) 103 19 41.     (W)   SCALED
 PU1404* NAVD 88 ORTHO HEIGHT -  1105.232 (meters)     3626.08  (feet) ADJUSTED
 PU1404  ______________________________________________________________________
 PU1404  GEOID HEIGHT    -        -15.428 (meters)                     GEOID18
 PU1404  DYNAMIC HEIGHT  -       1104.856 (meters)     3624.85  (feet) COMP
 PU1404  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 PU1404
 PU1404  VERT ORDER      -  FIRST     CLASS II
 PU1404
 PU1404.The horizontal coordinates were scaled from a map and have
 PU1404.an estimated accuracy of +/- 6 seconds.
 PU1404
 PU1404.The orthometric height was determined by differential leveling and
 PU1404.adjusted by the NATIONAL GEODETIC SURVEY
 PU1404.in September 1993.
 PU1404
 PU1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1404.GEOID18 height accuracy estimate available here.
 PU1404
 PU1404.Click photographs - Photos may exist for this station.
 PU1404
 PU1404.The dynamic height is computed by dividing the NAVD 88
 PU1404.geopotential number by the normal gravity value computed on the
 PU1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1404.degrees latitude (g = 980.6199 gals.).
 PU1404
 PU1404.The modeled gravity was interpolated from observed gravity values.
 PU1404
 PU1404;                    North         East    Units  Estimated Accuracy
 PU1404;SPC SD N     -    44,420.      333,960.      MT  (+/- 180 meters Scaled)
 PU1404
 PU1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ336936(NAD 83)
 PU1404
 PU1404                          SUPERSEDED SURVEY CONTROL
 PU1404
 PU1404  NAVD 88 (06/15/91) 1105.248  (m)         3626.13   (f) SUPERSEDED  1 2
 PU1404  NGVD 29 (??/??/92) 1104.74   (m)         3624.5    (f) COMPUTED    1 2
 PU1404
 PU1404.Superseded values are not recommended for survey control.
 PU1404
 PU1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1404.See file dsdata.pdf to determine how the superseded data were derived.
 PU1404
 PU1404_MARKER: DB = BENCH MARK DISK
 PU1404_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1404_STAMPING: 3622 DW
 PU1404_MARK LOGO: USGS
 PU1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1404+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 PU1404
 PU1404  HISTORY     - Date     Condition        Report By
 PU1404  HISTORY     - 1900     MONUMENTED       USGS
 PU1404  HISTORY     - 1962     GOOD             CGS
 PU1404  HISTORY     - 19910816 GOOD             NGS
 PU1404  HISTORY     - 20120330 GOOD             INDIV
 PU1404
 PU1404                          STATION DESCRIPTION
 PU1404
 PU1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1404'9.4 MI NW FROM RAPID CITY.
 PU1404'ABOUT 9.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1404'RAILWAY FROM THE STATION AT RAPID CITY, 5 1/2 POLES NORTHWEST
 PU1404'OF MILE POST 109, 47 1/2 FEET NORTHEAST OF THE NORTHEAST OF THE
 PU1404'NORTHEAST RAIL, 63 FEET SOUTHEAST OF A T-CORNER FENCE POST, 63
 PU1404'FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTHEAST OF A FENCE LINE,
 PU1404'1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 PU1404'THE LEVEL OF THE RAILS, AND A CAP RIVETED ON THE TOP OF A
 PU1404'3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 PU1404
 PU1404                          STATION RECOVERY (1991)
 PU1404
 PU1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1404'9.3 KM (5.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1404'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 210.0 M (689.0
 PU1404'FT) NORTHWEST OF MILEPOST 50, 50.3 M (165.0 FT) NORTHEAST OF THE
 PU1404'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 20.5 M (67.3 FT)
 PU1404'SOUTHEAST OF THE SOUTHWEST LEG OF A DOUBLE UTILITY POLE, 14.4 M (47.2
 PU1404'FT) NORTHEAST OF THE NEAR RAIL OF THE CHICAGO AND NORTHWESTERN
 PU1404'RAILROAD, AND 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 PU1404'NOTE--THE DISK IS AFFIXED TO A 4-INCH METAL PIPE THAT PROJECTS 0.4 M
 PU1404'(1.3 FT) ABOVE THE GROUND SURFACE.
 PU1404
 PU1404                          STATION RECOVERY (2012)
 PU1404
 PU1404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0447 ***********************************************************************
 OT0447  DESIGNATION -  3632 DW
 OT0447  PID         -  OT0447
 OT0447  STATE/COUNTY-  SD/FALL RIVER
 OT0447  COUNTRY     -  US
 OT0447  USGS QUAD   -  PROVO (2017)
 OT0447
 OT0447                         *CURRENT SURVEY CONTROL
 OT0447  ______________________________________________________________________
 OT0447* NAD 83(1986) POSITION- 43 10 37.     (N) 103 46 29.     (W)   SCALED
 OT0447* NAVD 88 ORTHO HEIGHT -  1108.339 (meters)     3636.28  (feet) ADJUSTED
 OT0447  ______________________________________________________________________
 OT0447  GEOID HEIGHT    -        -15.398 (meters)                     GEOID18
 OT0447  DYNAMIC HEIGHT  -       1107.856 (meters)     3634.69  (feet) COMP
 OT0447  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 OT0447
 OT0447  VERT ORDER      -  FIRST     CLASS II
 OT0447
 OT0447.The horizontal coordinates were scaled from a map and have
 OT0447.an estimated accuracy of +/- 6 seconds.
 OT0447
 OT0447.The orthometric height was determined by differential leveling and
 OT0447.adjusted by the NATIONAL GEODETIC SURVEY
 OT0447.in June 1991.
 OT0447
 OT0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0447.GEOID18 height accuracy estimate available here.
 OT0447
 OT0447.Click photographs - Photos may exist for this station.
 OT0447
 OT0447.The dynamic height is computed by dividing the NAVD 88
 OT0447.geopotential number by the normal gravity value computed on the
 OT0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0447.degrees latitude (g = 980.6199 gals.).
 OT0447
 OT0447.The modeled gravity was interpolated from observed gravity values.
 OT0447
 OT0447;                    North         East    Units  Estimated Accuracy
 OT0447;SPC SD S     -    99,510.      320,290.      MT  (+/- 180 meters Scaled)
 OT0447
 OT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH995811(NAD 83)
 OT0447
 OT0447                          SUPERSEDED SURVEY CONTROL
 OT0447
 OT0447  NGVD 29 (??/??/92) 1107.778  (m)         3634.44   (f) ADJ UNCH    1 2
 OT0447
 OT0447.Superseded values are not recommended for survey control.
 OT0447
 OT0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0447.See file dsdata.pdf to determine how the superseded data were derived.
 OT0447
 OT0447_MARKER: P = PIPE CAP
 OT0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0447_STAMPING: 3632 DW
 OT0447_MARK LOGO: USGS
 OT0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0447
 OT0447  HISTORY     - Date     Condition        Report By
 OT0447  HISTORY     - 1898     MONUMENTED       USGS
 OT0447  HISTORY     - 1957     GOOD             CGS
 OT0447  HISTORY     - 1985     POOR             NGS
 OT0447
 OT0447                          STATION DESCRIPTION
 OT0447
 OT0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0447'3.2 MI SE FROM PROVO.
 OT0447'ABOUT 3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0447'RAILROAD FROM THE STATION AT PROVO, IN SECTION 16, T. 10 S.,
 OT0447'R. 3 E., 9 1/2 POLES SOUTHEAST OF MILEPOST 464, 0.1 MILE
 OT0447'NORTHWEST OF A PRIVATE ROAD CROSSING, 50 FEET NORTH-NORTHEAST
 OT0447'OF THE NEAR RAIL, 59 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 OT0447'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 OT0447'BELOW THE LEVEL OF THE RAILS, A CAP ON A 3 1/2-INCH IRON
 OT0447'PIPE PROJECTING 15 INCHES.
 OT0447
 OT0447                          STATION RECOVERY (1985)
 OT0447
 OT0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0447'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0447'MI) NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF COUNTY ROADS
 OT0447'6412 WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI) NORTHWEST
 OT0447'ALONG STATE ROAD 471, THENCE 8.3 KM (5.15 MI) NORTHWEST ALONG THE
 OT0447'NORTHEAST SIDE OF THE BURLINGTON NORTHERN RAILROAD, 0.16 KM (0.1 MI)
 OT0447'NORTHWEST OF A ROAD CROSSING, 15.2 METERS (50 FT) NORTH-NORTHEAST OF
 OT0447'THE NORTHEAST RAIL, 18.0 METERS (59 FT) EAST-SOUTHEAST OF A TELEPHONE
 OT0447'POLE, 0.45 METER (1.5 FT) WEST OF A WITNESS POST.  NOTE--BENCH MARK
 OT0447'WAS FOUND LOOSE IN THE GROUND.
 OT0447'THE MARK IS 0.45 METERS  W FROM  A WITNESS POST
 OT0447'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1592 ***********************************************************************
 PU1592  DESIGNATION -  3647
 PU1592  PID         -  PU1592
 PU1592  STATE/COUNTY-  SD/LAWRENCE
 PU1592  COUNTRY     -  US
 PU1592  USGS QUAD   -  SPEARFISH (2017)
 PU1592
 PU1592                         *CURRENT SURVEY CONTROL
 PU1592  ______________________________________________________________________
 PU1592* NAD 83(1986) POSITION- 44 29 25.     (N) 103 51 32.     (W)   SCALED
 PU1592* NAVD 88 ORTHO HEIGHT -  1112.877 (meters)     3651.16  (feet) ADJUSTED
 PU1592  ______________________________________________________________________
 PU1592  GEOID HEIGHT    -        -14.535 (meters)                     GEOID18
 PU1592  DYNAMIC HEIGHT  -       1112.500 (meters)     3649.93  (feet) COMP
 PU1592  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 PU1592
 PU1592  VERT ORDER      -  SECOND    CLASS 0
 PU1592
 PU1592.The horizontal coordinates were scaled from a map and have
 PU1592.an estimated accuracy of +/- 6 seconds.
 PU1592
 PU1592.The orthometric height was determined by differential leveling and
 PU1592.adjusted by the NATIONAL GEODETIC SURVEY
 PU1592.in June 1991.
 PU1592
 PU1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1592.GEOID18 height accuracy estimate available here.
 PU1592
 PU1592.Click photographs - Photos may exist for this station.
 PU1592
 PU1592.The dynamic height is computed by dividing the NAVD 88
 PU1592.geopotential number by the normal gravity value computed on the
 PU1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1592.degrees latitude (g = 980.6199 gals.).
 PU1592
 PU1592.The modeled gravity was interpolated from observed gravity values.
 PU1592
 PU1592;                    North         East    Units  Estimated Accuracy
 PU1592;SPC SD N     -    80,320.      293,170.      MT  (+/- 180 meters Scaled)
 PU1592
 PU1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK907269(NAD 83)
 PU1592
 PU1592                          SUPERSEDED SURVEY CONTROL
 PU1592
 PU1592  NGVD 29 (??/??/92) 1112.326  (m)         3649.36   (f) ADJ UNCH    2 0
 PU1592
 PU1592.Superseded values are not recommended for survey control.
 PU1592
 PU1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1592.See file dsdata.pdf to determine how the superseded data were derived.
 PU1592
 PU1592_MARKER: DB = BENCH MARK DISK
 PU1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1592_SP_SET: BUILDING
 PU1592_STAMPING: DW 3647
 PU1592_MARK LOGO: USGS
 PU1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1592
 PU1592  HISTORY     - Date     Condition        Report By
 PU1592  HISTORY     - 1900     MONUMENTED       USGS
 PU1592  HISTORY     - 1962     GOOD             CGS
 PU1592  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1592
 PU1592                          STATION DESCRIPTION
 PU1592
 PU1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1592'AT SPEARFISH.
 PU1592'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1592'AT SPEARFISH AT THE JUNCTION OF MAIN AND ILLINOIS STREETS, SET
 PU1592'VERTICAL IN THE SOUTHWEST CORNER OF THE SPARROW BAKERY BUILDING,
 PU1592'61.8 FEET SOUTH OF THE SOUTH CURB OF ILLINOIS STREET, 1.1 FEET
 PU1592'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 2.1 FEET ABOVE THE
 PU1592'SIDEWALK AND SET VERTICAL.
 PU1592
 PU1592                          STATION RECOVERY (1991)
 PU1592
 PU1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1592'THE DESCRIBED BUILDING HAS BEEN REMODELED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1433 ***********************************************************************
 PU1433  DESIGNATION -  3693 RESET
 PU1433  PID         -  PU1433
 PU1433  STATE/COUNTY-  SD/MEADE
 PU1433  COUNTRY     -  US
 PU1433  USGS QUAD   -  TILFORD (2017)
 PU1433
 PU1433                         *CURRENT SURVEY CONTROL
 PU1433  ______________________________________________________________________
 PU1433* NAD 83(1986) POSITION- 44 19 39.     (N) 103 26 19.     (W)   SCALED
 PU1433* NAVD 88 ORTHO HEIGHT -  1126.89  (+/-2cm)     3697.1   (feet) VERTCON3
 PU1433  ______________________________________________________________________
 PU1433  GEOID HEIGHT    -        -15.240 (meters)                     GEOID18
 PU1433  VERT ORDER      -  ? (See Below)
 PU1433
 PU1433.The horizontal coordinates were scaled from a map and have
 PU1433.an estimated accuracy of +/- 6 seconds.
 PU1433
 PU1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1433
 PU1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1433.GEOID18 height accuracy estimate available here.
 PU1433
 PU1433.The vertical order pertains to the NGVD 29 superseded value.
 PU1433
 PU1433.Click photographs - Photos may exist for this station.
 PU1433
 PU1433;                    North         East    Units  Estimated Accuracy
 PU1433;SPC SD N     -    60,740.      325,800.      MT  (+/- 180 meters Scaled)
 PU1433
 PU1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK244094(NAD 83)
 PU1433
 PU1433                          SUPERSEDED SURVEY CONTROL
 PU1433
 PU1433  NGVD 29 (??/??/92) 1126.373  (m)         3695.44   (f) ADJ UNCH       
 PU1433
 PU1433.Superseded values are not recommended for survey control.
 PU1433
 PU1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1433.See file dsdata.pdf to determine how the superseded data were derived.
 PU1433
 PU1433_MARKER: DD = SURVEY DISK
 PU1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1433_STAMPING: DW 3693 RESET 1947
 PU1433_MARK LOGO: USGS
 PU1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1433+STABILITY: SURFACE MOTION
 PU1433
 PU1433  HISTORY     - Date     Condition        Report By
 PU1433  HISTORY     - 1947     MONUMENTED       USGS
 PU1433  HISTORY     - 1962     GOOD             CGS
 PU1433
 PU1433                          STATION DESCRIPTION
 PU1433
 PU1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1433'8.5 MI SE FROM STURGIS.
 PU1433'ABOUT 8.5 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1433'RAILWAY FROM THE STATION AT STURGIS, 0.35 MILE OF 10 POLES SOUTHEAST
 PU1433'OF MILE POST 121, 0.3 MILE NORTHWEST OF A HIGHWAY OVERPASS, 172
 PU1433'FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE CENTER LINE OF
 PU1433'U.S. HIGHWAY 14 AND STATE HIGHWAY 79, 20 1/2 FEET NORTHEAST OF
 PU1433'THE 10TH POLE SOUTHEAST OF THE MILE POST, 26 FEET NORTHEAST OF
 PU1433'THE SOUTHWEST RAILROAD RIGHT-OF-WAY FENCE, 20 FEET SOUTHWEST OF
 PU1433'THE SOUHWEST RAIL, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PU1433'2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 PU1433'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DF6325 ***********************************************************************
 DF6325  CBN         -  This is a Cooperative Base Network Control Station.
 DF6325  DESIGNATION -  37 059.24
 DF6325  PID         -  DF6325
 DF6325  STATE/COUNTY-  SD/HUTCHINSON
 DF6325  COUNTRY     -  US
 DF6325  USGS QUAD   -  PARKSTON (2017)
 DF6325
 DF6325                         *CURRENT SURVEY CONTROL
 DF6325  ______________________________________________________________________
 DF6325* NAD 83(2011) POSITION- 43 29 42.45116(N) 097 59 50.28154(W)   ADJUSTED
 DF6325* NAD 83(2011) ELLIP HT-   390.952 (meters)        (06/27/12)   ADJUSTED
 DF6325* NAD 83(2011) EPOCH   -  2010.00
 DF6325* NAVD 88 ORTHO HEIGHT -   417.5   (meters)     1370.    (feet) GPS OBS
 DF6325  ______________________________________________________________________
 DF6325  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6325  GEOID HEIGHT    -        -26.447 (meters)                     GEOID99
 DF6325  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 DF6325  NAD 83(2011) X  -   -644,788.279 (meters)                     COMP
 DF6325  NAD 83(2011) Y  - -4,589,476.005 (meters)                     COMP
 DF6325  NAD 83(2011) Z  -  4,367,837.984 (meters)                     COMP
 DF6325  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 DF6325
 DF6325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6325  Standards:
 DF6325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6325  -------------------------------------------------------------------
 DF6325  NETWORK    0.56   1.12           0.25   0.20   0.57      0.01064579
 DF6325  -------------------------------------------------------------------
 DF6325  Click here for local accuracies and other accuracy information.
 DF6325
 DF6325.The horizontal coordinates were established by GPS observations
 DF6325.and adjusted by the National Geodetic Survey in June 2012.
 DF6325
 DF6325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6325.been affixed to the stable North American tectonic plate. See 
 DF6325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6325
 DF6325.The horizontal coordinates are valid at the epoch date displayed above
 DF6325.which is a decimal equivalence of Year/Month/Day.
 DF6325
 DF6325.The orthometric height was determined by GPS observations and a
 DF6325.high-resolution geoid model.
 DF6325
 DF6325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6325.GEOID18 height accuracy estimate available here.
 DF6325
 DF6325.Click photographs - Photos may exist for this station.
 DF6325
 DF6325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6325
 DF6325.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6325
 DF6325.The ellipsoidal height was determined by GPS observations
 DF6325.and is referenced to NAD 83.
 DF6325
 DF6325. The following values were computed from the NAD 83(2011) position.
 DF6325
 DF6325;                    North         East     Units Scale Factor Converg.
 DF6325;SPC SD S     -   131,721.300   788,903.711   MT  0.99990917   +1 36 41.5
 DF6325;SPC SD S     -   432,155.63  2,588,261.59   sFT  0.99990917   +1 36 41.5
 DF6325;UTM  14      - 4,816,288.291   581,069.319   MT  0.99968084   +0 41 24.7
 DF6325
 DF6325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6325!SPC SD S     -   0.99993870  x   0.99990917  =   0.99984787
 DF6325!UTM  14      -   0.99993870  x   0.99968084  =   0.99961956
 DF6325
 DF6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8106916288(NAD 83)
 DF6325
 DF6325                          SUPERSEDED SURVEY CONTROL
 DF6325
 DF6325  NAD 83(2007)-  43 29 42.45114(N)    097 59 50.28246(W) AD(2002.00) 0
 DF6325  ELLIP H (02/10/07)  390.982  (m)                       GP(2002.00)    
 DF6325  NAD 83(1995)-  43 29 42.45091(N)    097 59 50.28221(W) AD(       ) A
 DF6325  ELLIP H (06/23/03)  390.987  (m)                       GP(       ) 3 1
 DF6325
 DF6325.Superseded values are not recommended for survey control.
 DF6325
 DF6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6325.See file dsdata.pdf to determine how the superseded data were derived.
 DF6325
 DF6325_MARKER: Z = SEE DESCRIPTION
 DF6325_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 DF6325_STAMPING: 37 059.24 2002
 DF6325_MARK LOGO: NGS
 DF6325_PROJECTION: FLUSH
 DF6325_MAGNETIC: P = MARKER IS A STEEL PIPE
 DF6325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6325+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF6325_ROD/PIPE-DEPTH: 6.4 meters
 DF6325_SLEEVE-DEPTH  : 3.0 meters
 DF6325
 DF6325  HISTORY     - Date     Condition        Report By
 DF6325  HISTORY     - 2002     MONUMENTED       SDDT
 DF6325  HISTORY     - 20231027 MARK NOT FOUND   SDDT
 DF6325
 DF6325                          STATION DESCRIPTION
 DF6325
 DF6325'DESCRIBED BY SD DEPT OF TRANSP 2002 (RAH)
 DF6325'DESCRIBED BY SDDOT
 DF6325'THE STATION IS LOCATED 1 MILE NORTH OF DIMOCK.
 DF6325'TO REACH THE STATION FROM THE INTERSECTION OF I90 AND SD HIGHWAY 37 AT
 DF6325'MITCHELL(EXIT 333),
 DF6325'GO SOUTH ON SOUTH DAKOTA HIGHWAY 37 FOR 13.7 MILES TO THE STATION ON
 DF6325'THE LEFT, 1500
 DF6325'FEET SOUTH OF THE DAVISON/HUTCHINSON COUNTY LINE, 99 FEET EAST OF THE
 DF6325'CENTERLINE OF THE
 DF6325'HIGHWAY, 1 FOOT WEST OF A 3 POST FENCE PANEL, 1 FOOT NORTH OF A
 DF6325'WITNESS POST AND 3 FEET
 DF6325'HIGHER THAN THE HIGHWAY.
 DF6325'THE DATUM POINT IS A PUNCH MARK ON A STAINLESS STEEL RIVOT ATTACHED TO
 DF6325'A GALVANIZED
 DF6325'METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH GALVANIZED STEEL PIPE.
 DF6325'ACCESS TO THE POINT
 DF6325'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 DF6325'
 DF6325
 DF6325                          STATION RECOVERY (2023)
 DF6325
 DF6325'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 DF6325'MARK NOT RECOVERED, APPEARS TO BE DESTROYED DURING HIGHWAY WIDENING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7939 ***********************************************************************
 AC7939  CBN         -  This is a Cooperative Base Network Control Station.
 AC7939  DESIGNATION -  37 059.80
 AC7939  PID         -  AC7939
 AC7939  STATE/COUNTY-  SD/DAVISON
 AC7939  COUNTRY     -  US
 AC7939  USGS QUAD   -  SHOEMAKER DAM (2017)
 AC7939
 AC7939                         *CURRENT SURVEY CONTROL
 AC7939  ______________________________________________________________________
 AC7939* NAD 83(2011) POSITION- 43 30 07.45333(N) 098 00 07.94561(W)   ADJUSTED
 AC7939* NAD 83(2011) ELLIP HT-   392.348 (meters)        (06/27/12)   ADJUSTED
 AC7939* NAD 83(2011) EPOCH   -  2010.00
 AC7939* NAVD 88 ORTHO HEIGHT -   418.9   (meters)     1374.    (feet) GPS OBS
 AC7939  ______________________________________________________________________
 AC7939  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7939  GEOID HEIGHT    -        -26.449 (meters)                     GEOID96
 AC7939  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 AC7939  NAD 83(2011) X  -   -645,107.507 (meters)                     COMP
 AC7939  NAD 83(2011) Y  - -4,588,895.784 (meters)                     COMP
 AC7939  NAD 83(2011) Z  -  4,368,398.700 (meters)                     COMP
 AC7939  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 AC7939
 AC7939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7939  Standards:
 AC7939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7939  -------------------------------------------------------------------
 AC7939  NETWORK    0.87   2.69           0.41   0.27   1.37     -0.07471021
 AC7939  -------------------------------------------------------------------
 AC7939  Click here for local accuracies and other accuracy information.
 AC7939
 AC7939.The horizontal coordinates were established by GPS observations
 AC7939.and adjusted by the National Geodetic Survey in June 2012.
 AC7939
 AC7939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7939.been affixed to the stable North American tectonic plate. See 
 AC7939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7939
 AC7939.The horizontal coordinates are valid at the epoch date displayed above
 AC7939.which is a decimal equivalence of Year/Month/Day.
 AC7939
 AC7939.The orthometric height was determined by GPS observations and a
 AC7939.high-resolution geoid model.
 AC7939
 AC7939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7939.GEOID18 height accuracy estimate available here.
 AC7939
 AC7939.Click photographs - Photos may exist for this station.
 AC7939
 AC7939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7939
 AC7939.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7939
 AC7939.The ellipsoidal height was determined by GPS observations
 AC7939.and is referenced to NAD 83.
 AC7939
 AC7939. The following values were computed from the NAD 83(2011) position.
 AC7939
 AC7939;                    North         East     Units Scale Factor Converg.
 AC7939;SPC SD S     -   132,481.389   788,485.383   MT  0.99990892   +1 36 29.3
 AC7939;SPC SD S     -   434,649.36  2,586,889.13   sFT  0.99990892   +1 36 29.3
 AC7939;UTM  14      - 4,817,054.833   580,663.359   MT  0.99968003   +0 41 12.8
 AC7939
 AC7939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7939!SPC SD S     -   0.99993848  x   0.99990892  =   0.99984740
 AC7939!UTM  14      -   0.99993848  x   0.99968003  =   0.99961853
 AC7939
 AC7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8066317054(NAD 83)
 AC7939
 AC7939                          SUPERSEDED SURVEY CONTROL
 AC7939
 AC7939  NAD 83(2007)-  43 30 07.45334(N)    098 00 07.94647(W) AD(2002.00) 0
 AC7939  ELLIP H (02/10/07)  392.376  (m)                       GP(2002.00)    
 AC7939  ELLIP H (04/15/04)  392.354  (m)                       GP(       ) 2 1
 AC7939  NAD 83(1996)-  43 30 07.45313(N)    098 00 07.94626(W) AD(       ) B
 AC7939  ELLIP H (04/18/97)  392.398  (m)                       GP(       ) 4 1
 AC7939
 AC7939.Superseded values are not recommended for survey control.
 AC7939
 AC7939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7939.See file dsdata.pdf to determine how the superseded data were derived.
 AC7939
 AC7939_MARKER: Z = SEE DESCRIPTION
 AC7939_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7939_STAMPING: 37-59.80 1995
 AC7939_MARK LOGO: NGS
 AC7939_PROJECTION: PROJECTING 5 CENTIMETERS
 AC7939_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7939+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 AC7939_ROD/PIPE-DEPTH: 6.4 meters
 AC7939_SLEEVE-DEPTH  : 1.8 meters
 AC7939
 AC7939  HISTORY     - Date     Condition        Report By
 AC7939  HISTORY     - 1995     MONUMENTED       SDDT
 AC7939  HISTORY     - 19960723 GOOD             NGS
 AC7939
 AC7939                          STATION DESCRIPTION
 AC7939
 AC7939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7939'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTH OF INTERSTATE
 AC7939'HIGHWAY 90 AT EXIT 332, 4.8 KM (3.00 MI) SOUTH OF ETHAN, ON STATE
 AC7939'HIGHWAY 37.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7939'STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 42, 1.6 KM (1.00
 AC7939'MI) WEST OF ETHAN, GO SOUTH ON STATE HIGHWAY 37 FOR 4.7 KM (2.90 MI)
 AC7939'TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7939'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7939'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 14.8 M (48.6 FT)
 AC7939'EAST-NORTHEAST OF THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT)
 AC7939'SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT)
 AC7939'WEST-SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A METAL GUARD
 AC7939'POST, 0.3 M (1.0 FT) WEST-SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0
 AC7939'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AC7939'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5288 ***********************************************************************
 AC5288  DESIGNATION -  37 073.90
 AC5288  PID         -  AC5288
 AC5288  STATE/COUNTY-  SD/DAVISON
 AC5288  COUNTRY     -  US
 AC5288  USGS QUAD   -  MITCHELL (2017)
 AC5288
 AC5288                         *CURRENT SURVEY CONTROL
 AC5288  ______________________________________________________________________
 AC5288* NAD 83(1986) POSITION- 43 42 18.     (N) 098 01 20.     (W)   SCALED
 AC5288* NAVD 88 ORTHO HEIGHT -   401.511 (meters)     1317.29  (feet) ADJUSTED
 AC5288  ______________________________________________________________________
 AC5288  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 AC5288  DYNAMIC HEIGHT  -        401.411 (meters)     1316.96  (feet) COMP
 AC5288  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 AC5288
 AC5288  VERT ORDER      -  FIRST     CLASS II
 AC5288
 AC5288.The horizontal coordinates were scaled from a map and have
 AC5288.an estimated accuracy of +/- 6 seconds.
 AC5288
 AC5288.The orthometric height was determined by differential leveling and
 AC5288.adjusted by the NATIONAL GEODETIC SURVEY
 AC5288.in October 1997.
 AC5288
 AC5288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5288.GEOID18 height accuracy estimate available here.
 AC5288
 AC5288.Click photographs - Photos may exist for this station.
 AC5288
 AC5288.The dynamic height is computed by dividing the NAVD 88
 AC5288.geopotential number by the normal gravity value computed on the
 AC5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5288.degrees latitude (g = 980.6199 gals.).
 AC5288
 AC5288.The modeled gravity was interpolated from observed gravity values.
 AC5288
 AC5288;                    North         East    Units  Estimated Accuracy
 AC5288;SPC SD S     -   154,970.      786,240.      MT  (+/- 180 meters Scaled)
 AC5288
 AC5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP787395(NAD 83)
 AC5288
 AC5288                          SUPERSEDED SURVEY CONTROL
 AC5288
 AC5288.No superseded survey control is available for this station.
 AC5288
 AC5288_MARKER: DD = SURVEY DISK
 AC5288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5288_STAMPING: 37-73.90
 AC5288_MARK LOGO: SDDT
 AC5288_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5288+STABILITY: SURFACE MOTION
 AC5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5288+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5288
 AC5288  HISTORY     - Date     Condition        Report By
 AC5288  HISTORY     - UNK      MONUMENTED       SDDT
 AC5288  HISTORY     - 19950630 GOOD             NGS
 AC5288  HISTORY     - 20120123 GOOD             INDIV
 AC5288
 AC5288                          STATION DESCRIPTION
 AC5288
 AC5288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5288'IN MITCHELL, AT THE INTERSECTION OF EAST HAVENS AND SOUTH LANGDON
 AC5288'STREETS, 1464.0 M (4803.1 FT) NORTH OF MILEPOST 73, 11.0 M (36.1 FT)
 AC5288'SOUTH OF THE EAST HAVENS STREET CENTERLINE, 7.7 M (25.3 FT) EAST OF
 AC5288'THE SOUTH LANGDON STREET CENTER, 1.2 M (3.9 FT) SOUTHEAST OF A UTILITY
 AC5288'POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, 0.3 M (1.0 FT)
 AC5288'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5288'ABOVE THE GROUND SURFACE.
 AC5288
 AC5288                          STATION RECOVERY (2012)
 AC5288
 AC5288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5287 ***********************************************************************
 AC5287  DESIGNATION -  37 074.95
 AC5287  PID         -  AC5287
 AC5287  STATE/COUNTY-  SD/DAVISON
 AC5287  COUNTRY     -  US
 AC5287  USGS QUAD   -  MITCHELL (2017)
 AC5287
 AC5287                         *CURRENT SURVEY CONTROL
 AC5287  ______________________________________________________________________
 AC5287* NAD 83(1986) POSITION- 43 42 41.     (N) 098 01 48.     (W)   SCALED
 AC5287* NAVD 88 ORTHO HEIGHT -   398.295 (meters)     1306.74  (feet) ADJUSTED
 AC5287  ______________________________________________________________________
 AC5287  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 AC5287  DYNAMIC HEIGHT  -        398.196 (meters)     1306.41  (feet) COMP
 AC5287  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 AC5287
 AC5287  VERT ORDER      -  FIRST     CLASS II
 AC5287
 AC5287.The horizontal coordinates were scaled from a map and have
 AC5287.an estimated accuracy of +/- 6 seconds.
 AC5287
 AC5287.The orthometric height was determined by differential leveling and
 AC5287.adjusted by the NATIONAL GEODETIC SURVEY
 AC5287.in October 1997.
 AC5287
 AC5287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5287.GEOID18 height accuracy estimate available here.
 AC5287
 AC5287.Click photographs - Photos may exist for this station.
 AC5287
 AC5287.The dynamic height is computed by dividing the NAVD 88
 AC5287.geopotential number by the normal gravity value computed on the
 AC5287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5287.degrees latitude (g = 980.6199 gals.).
 AC5287
 AC5287.The modeled gravity was interpolated from observed gravity values.
 AC5287
 AC5287;                    North         East    Units  Estimated Accuracy
 AC5287;SPC SD S     -   155,660.      785,590.      MT  (+/- 180 meters Scaled)
 AC5287
 AC5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP781402(NAD 83)
 AC5287
 AC5287                          SUPERSEDED SURVEY CONTROL
 AC5287
 AC5287.No superseded survey control is available for this station.
 AC5287
 AC5287_MARKER: DD = SURVEY DISK
 AC5287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5287_STAMPING: 37-74.95
 AC5287_MARK LOGO: SDDT
 AC5287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5287+STABILITY: SURFACE MOTION
 AC5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5287+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5287
 AC5287  HISTORY     - Date     Condition        Report By
 AC5287  HISTORY     - UNK      MONUMENTED       SDDT
 AC5287  HISTORY     - 19950630 GOOD             NGS
 AC5287
 AC5287                          STATION DESCRIPTION
 AC5287
 AC5287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5287'IN MITCHELL, AT THE INTERSECTION OF NORTH SANBORN BOULEVARD AND WEST
 AC5287'3RD AVENUE, 18.2 M (59.7 FT) WEST OF THE BOULEVARD CENTERLINE, 6.2 M
 AC5287'(20.3 FT) NORTH OF THE AVENUE CENTERLINE, 1.5 M (4.9 FT) SOUTH OF A
 AC5287'UTILITY LIGHT POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, 0.3
 AC5287'M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AC5287'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5286 ***********************************************************************
 AC5286  DESIGNATION -  37 076.25
 AC5286  PID         -  AC5286
 AC5286  STATE/COUNTY-  SD/DAVISON
 AC5286  COUNTRY     -  US
 AC5286  USGS QUAD   -  MITCHELL (2017)
 AC5286
 AC5286                         *CURRENT SURVEY CONTROL
 AC5286  ______________________________________________________________________
 AC5286* NAD 83(1986) POSITION- 43 43 44.     (N) 098 01 33.     (W)   SCALED
 AC5286* NAVD 88 ORTHO HEIGHT -   397.349 (meters)     1303.64  (feet) ADJUSTED
 AC5286  ______________________________________________________________________
 AC5286  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 AC5286  DYNAMIC HEIGHT  -        397.251 (meters)     1303.31  (feet) COMP
 AC5286  MODELED GRAVITY -    980,362.3   (mgal)                       NAVD 88
 AC5286
 AC5286  VERT ORDER      -  FIRST     CLASS II
 AC5286
 AC5286.The horizontal coordinates were scaled from a map and have
 AC5286.an estimated accuracy of +/- 6 seconds.
 AC5286
 AC5286.The orthometric height was determined by differential leveling and
 AC5286.adjusted by the NATIONAL GEODETIC SURVEY
 AC5286.in October 1997.
 AC5286
 AC5286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5286.GEOID18 height accuracy estimate available here.
 AC5286
 AC5286.Click photographs - Photos may exist for this station.
 AC5286
 AC5286.The dynamic height is computed by dividing the NAVD 88
 AC5286.geopotential number by the normal gravity value computed on the
 AC5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5286.degrees latitude (g = 980.6199 gals.).
 AC5286
 AC5286.The modeled gravity was interpolated from observed gravity values.
 AC5286
 AC5286;                    North         East    Units  Estimated Accuracy
 AC5286;SPC SD S     -   157,620.      785,880.      MT  (+/- 180 meters Scaled)
 AC5286
 AC5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP784422(NAD 83)
 AC5286
 AC5286                          SUPERSEDED SURVEY CONTROL
 AC5286
 AC5286.No superseded survey control is available for this station.
 AC5286
 AC5286_MARKER: DD = SURVEY DISK
 AC5286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5286_STAMPING: 37-76.25
 AC5286_MARK LOGO: SDDT
 AC5286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5286+STABILITY: SURFACE MOTION
 AC5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5286+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5286
 AC5286  HISTORY     - Date     Condition        Report By
 AC5286  HISTORY     - UNK      MONUMENTED       SDDT
 AC5286  HISTORY     - 19950630 GOOD             NGS
 AC5286  HISTORY     - 20120123 GOOD             INDIV
 AC5286
 AC5286                          STATION DESCRIPTION
 AC5286
 AC5286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5286'IN MITCHELL, AT THE INTERSECTION OF NORTH MAIN STREET AND FAIROAKS
 AC5286'AVENUE, 11.4 M (37.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AC5286'LANES OF THE STREET, 6.6 M (21.7 FT) SOUTH OF THE AVENUE CENTERLINE,
 AC5286'2.3 M (7.5 FT) NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M
 AC5286'(1.0 FT) ABOVE THE LEVEL OF THE STREET, 0.3 M (1.0 FT) WEST OF A
 AC5286'WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 AC5286'GROUND SURFACE.
 AC5286
 AC5286                          STATION RECOVERY (2012)
 AC5286
 AC5286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5285 ***********************************************************************
 AC5285  DESIGNATION -  37 077.12
 AC5285  PID         -  AC5285
 AC5285  STATE/COUNTY-  SD/DAVISON
 AC5285  COUNTRY     -  US
 AC5285  USGS QUAD   -  MITCHELL (2017)
 AC5285
 AC5285                         *CURRENT SURVEY CONTROL
 AC5285  ______________________________________________________________________
 AC5285* NAD 83(1986) POSITION- 43 44 29.86   (N) 098 01 31.69   (W)   HD_HELD1
 AC5285* NAVD 88 ORTHO HEIGHT -   389.060 (meters)     1276.44  (feet) ADJUSTED
 AC5285  ______________________________________________________________________
 AC5285  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 AC5285  DYNAMIC HEIGHT  -        388.965 (meters)     1276.13  (feet) COMP
 AC5285  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 AC5285
 AC5285  VERT ORDER      -  FIRST     CLASS II
 AC5285
 AC5285.The horizontal coordinates were determined by differentially corrected
 AC5285.hand held GPS observations or other comparable positioning techniques
 AC5285.and have an estimated accuracy of +/- 3 meters.
 AC5285
 AC5285.The orthometric height was determined by differential leveling and
 AC5285.adjusted by the NATIONAL GEODETIC SURVEY
 AC5285.in October 1997.
 AC5285
 AC5285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5285.GEOID18 height accuracy estimate available here.
 AC5285
 AC5285.Click photographs - Photos may exist for this station.
 AC5285
 AC5285.The dynamic height is computed by dividing the NAVD 88
 AC5285.geopotential number by the normal gravity value computed on the
 AC5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5285.degrees latitude (g = 980.6199 gals.).
 AC5285
 AC5285.The modeled gravity was interpolated from observed gravity values.
 AC5285
 AC5285;                    North         East    Units  Estimated Accuracy
 AC5285;SPC SD S     -   159,032.1     785,865.6     MT  (+/- 3 meters HH1 GPS) 
 AC5285
 AC5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7847043638(NAD 83)
 AC5285
 AC5285                          SUPERSEDED SURVEY CONTROL
 AC5285
 AC5285.No superseded survey control is available for this station.
 AC5285
 AC5285_MARKER: DD = SURVEY DISK
 AC5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5285_STAMPING: 37-77.12
 AC5285_MARK LOGO: SDDT
 AC5285_PROJECTION: PROJECTING 10 CENTIMETERS
 AC5285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5285+STABILITY: SURFACE MOTION
 AC5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5285+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2020
 AC5285
 AC5285  HISTORY     - Date     Condition        Report By
 AC5285  HISTORY     - UNK      MONUMENTED       SDDT
 AC5285  HISTORY     - 19950630 GOOD             NGS
 AC5285  HISTORY     - 20120123 GOOD             INDIV
 AC5285  HISTORY     - 20200904 GOOD             USGS
 AC5285
 AC5285                          STATION DESCRIPTION
 AC5285
 AC5285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5285'6.6 KM (4.10 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5285'INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 188.4 M (618.1 FT) NORTH
 AC5285'OF MILEPOST 77, 19.9 M (65.3 FT) EAST OF THE CENTERLINE OF THE
 AC5285'NORTHBOUND LANES OF THE HIGHWAY, 13.5 M (44.3 FT) NORTHWEST OF A FIRE
 AC5285'HYDRANT, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AC5285'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AC5285'THE GROUND SURFACE.
 AC5285
 AC5285                          STATION RECOVERY (2012)
 AC5285
 AC5285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5285'RECOVERED IN GOOD CONDITION.
 AC5285
 AC5285                          STATION RECOVERY (2020)
 AC5285
 AC5285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2020 (RT)
 AC5285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5284 ***********************************************************************
 AC5284  CBN         -  This is a Cooperative Base Network Control Station.
 AC5284  DESIGNATION -  37 078.0
 AC5284  PID         -  AC5284
 AC5284  STATE/COUNTY-  SD/DAVISON
 AC5284  COUNTRY     -  US
 AC5284  USGS QUAD   -  LOOMIS (2017)
 AC5284
 AC5284                         *CURRENT SURVEY CONTROL
 AC5284  ______________________________________________________________________
 AC5284* NAD 83(2011) POSITION- 43 45 15.31755(N) 098 01 38.04341(W)   ADJUSTED
 AC5284* NAD 83(2011) ELLIP HT-   365.473 (meters)        (06/27/12)   ADJUSTED
 AC5284* NAD 83(2011) EPOCH   -  2010.00
 AC5284* NAVD 88 ORTHO HEIGHT -   391.557 (meters)     1284.63  (feet) ADJUSTED
 AC5284  ______________________________________________________________________
 AC5284  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 AC5284  NAD 83(2011) X  -   -644,409.381 (meters)                     COMP
 AC5284  NAD 83(2011) Y  - -4,569,450.204 (meters)                     COMP
 AC5284  NAD 83(2011) Z  -  4,388,662.386 (meters)                     COMP
 AC5284  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 AC5284  DYNAMIC HEIGHT  -        391.462 (meters)     1284.32  (feet) COMP
 AC5284  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 AC5284
 AC5284  VERT ORDER      -  FIRST     CLASS II
 AC5284
 AC5284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5284  Standards:
 AC5284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5284  -------------------------------------------------------------------
 AC5284  NETWORK    0.57   1.16           0.26   0.20   0.59      0.03022394
 AC5284  -------------------------------------------------------------------
 AC5284  Click here for local accuracies and other accuracy information.
 AC5284
 AC5284.The horizontal coordinates were established by GPS observations
 AC5284.and adjusted by the National Geodetic Survey in June 2012.
 AC5284
 AC5284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5284.been affixed to the stable North American tectonic plate. See 
 AC5284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5284
 AC5284.The horizontal coordinates are valid at the epoch date displayed above
 AC5284.which is a decimal equivalence of Year/Month/Day.
 AC5284
 AC5284.The orthometric height was determined by differential leveling and
 AC5284.adjusted by the NATIONAL GEODETIC SURVEY
 AC5284.in October 1997.
 AC5284
 AC5284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5284.GEOID18 height accuracy estimate available here.
 AC5284
 AC5284.Click photographs - Photos may exist for this station.
 AC5284
 AC5284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5284
 AC5284.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5284
 AC5284.The ellipsoidal height was determined by GPS observations
 AC5284.and is referenced to NAD 83.
 AC5284
 AC5284.The dynamic height is computed by dividing the NAVD 88
 AC5284.geopotential number by the normal gravity value computed on the
 AC5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5284.degrees latitude (g = 980.6199 gals.).
 AC5284
 AC5284.The modeled gravity was interpolated from observed gravity values.
 AC5284
 AC5284. The following values were computed from the NAD 83(2011) position.
 AC5284
 AC5284;                    North         East     Units Scale Factor Converg.
 AC5284;SPC SD S     -   160,430.468   785,684.512   MT  0.99990967   +1 35 27.1
 AC5284;SPC SD S     -   526,345.63  2,577,699.94   sFT  0.99990967   +1 35 27.1
 AC5284;UTM  14      - 4,845,038.829   578,311.981   MT  0.99967543   +0 40 22.0
 AC5284
 AC5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5284!SPC SD S     -   0.99994269  x   0.99990967  =   0.99985237
 AC5284!UTM  14      -   0.99994269  x   0.99967543  =   0.99961814
 AC5284
 AC5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7831145038(NAD 83)
 AC5284
 AC5284                          SUPERSEDED SURVEY CONTROL
 AC5284
 AC5284  NAD 83(2007)-  43 45 15.31752(N)    098 01 38.04433(W) AD(2002.00) 0
 AC5284  ELLIP H (02/10/07)  365.504  (m)                       GP(2002.00)    
 AC5284  NAD 83(1996)-  43 45 15.31722(N)    098 01 38.04406(W) AD(       ) A
 AC5284  ELLIP H (06/23/03)  365.508  (m)                       GP(       ) 3 1
 AC5284  NAVD 88             391.56   (m)         1284.6    (f) LEVELING    3  
 AC5284
 AC5284.Superseded values are not recommended for survey control.
 AC5284
 AC5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5284.See file dsdata.pdf to determine how the superseded data were derived.
 AC5284
 AC5284_MARKER: Z = SEE DESCRIPTION
 AC5284_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5284_STAMPING: 37-78.0
 AC5284_MARK LOGO: SDDT
 AC5284_PROJECTION: FLUSH
 AC5284_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5284+STABILITY: POSITION/ELEVATION WELL
 AC5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5284+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5284_ROD/PIPE-DEPTH: 6.40 meters
 AC5284_SLEEVE-DEPTH  : 2.00 meters
 AC5284
 AC5284  HISTORY     - Date     Condition        Report By
 AC5284  HISTORY     - UNK      MONUMENTED       SDDT
 AC5284  HISTORY     - 19950630 GOOD             NGS
 AC5284  HISTORY     - 20020603 GOOD             SDDT
 AC5284  HISTORY     - 20071002 GOOD             WAPA
 AC5284  HISTORY     - 20120123 GOOD             INDIV
 AC5284
 AC5284                          STATION DESCRIPTION
 AC5284
 AC5284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5284'8.1 KM (5.05 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5284'INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 19.9 M (65.3 FT) EAST OF
 AC5284'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT)
 AC5284'EAST OF MILEPOST 78, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC5284'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AC5284'EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AC5284'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH
 AC5284'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC5284'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5284
 AC5284                          STATION RECOVERY (2002)
 AC5284
 AC5284'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC5284'RECOVERED AS DESCRIBED
 AC5284
 AC5284                          STATION RECOVERY (2007)
 AC5284
 AC5284'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 AC5284'RECOVERED IN GOOD CONDITION.
 AC5284
 AC5284                          STATION RECOVERY (2012)
 AC5284
 AC5284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5283 ***********************************************************************
 AC5283  DESIGNATION -  37 078.94
 AC5283  PID         -  AC5283
 AC5283  STATE/COUNTY-  SD/DAVISON
 AC5283  COUNTRY     -  US
 AC5283  USGS QUAD   -  LOOMIS (2017)
 AC5283
 AC5283                         *CURRENT SURVEY CONTROL
 AC5283  ______________________________________________________________________
 AC5283* NAD 83(1986) POSITION- 43 46 03.     (N) 098 01 40.     (W)   SCALED
 AC5283* NAVD 88 ORTHO HEIGHT -   396.510 (meters)     1300.88  (feet) ADJUSTED
 AC5283  ______________________________________________________________________
 AC5283  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 AC5283  DYNAMIC HEIGHT  -        396.415 (meters)     1300.57  (feet) COMP
 AC5283  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 AC5283
 AC5283  VERT ORDER      -  FIRST     CLASS II
 AC5283
 AC5283.The horizontal coordinates were scaled from a map and have
 AC5283.an estimated accuracy of +/- 6 seconds.
 AC5283
 AC5283.The orthometric height was determined by differential leveling and
 AC5283.adjusted by the NATIONAL GEODETIC SURVEY
 AC5283.in October 1997.
 AC5283
 AC5283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5283.GEOID18 height accuracy estimate available here.
 AC5283
 AC5283.Click photographs - Photos may exist for this station.
 AC5283
 AC5283.The dynamic height is computed by dividing the NAVD 88
 AC5283.geopotential number by the normal gravity value computed on the
 AC5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5283.degrees latitude (g = 980.6199 gals.).
 AC5283
 AC5283.The modeled gravity was interpolated from observed gravity values.
 AC5283
 AC5283;                    North         East    Units  Estimated Accuracy
 AC5283;SPC SD S     -   161,900.      785,600.      MT  (+/- 180 meters Scaled)
 AC5283
 AC5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP782465(NAD 83)
 AC5283
 AC5283                          SUPERSEDED SURVEY CONTROL
 AC5283
 AC5283.No superseded survey control is available for this station.
 AC5283
 AC5283_MARKER: DB = BENCH MARK DISK
 AC5283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5283_STAMPING: 37 78.94 1300.02
 AC5283_MARK LOGO: SDDT
 AC5283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5283+STABILITY: SURFACE MOTION
 AC5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5283+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2009
 AC5283
 AC5283  HISTORY     - Date     Condition        Report By
 AC5283  HISTORY     - UNK      MONUMENTED       SDDT
 AC5283  HISTORY     - 19950630 GOOD             NGS
 AC5283  HISTORY     - 20071002 GOOD             WAPA
 AC5283  HISTORY     - 20090830 GOOD             WOOLPT
 AC5283
 AC5283                          STATION DESCRIPTION
 AC5283
 AC5283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5283'9.6 KM (5.95 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5283'INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 101.0 M (331.4 FT) SOUTH
 AC5283'OF MILEPOST 79, 27.3 M (89.6 FT) EAST OF THE CENTERLINE OF THE
 AC5283'NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC5283'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF
 AC5283'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5283'SURFACE.
 AC5283
 AC5283                          STATION RECOVERY (2007)
 AC5283
 AC5283'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 AC5283'RECOVERED IN GOOD CONDITION.
 AC5283
 AC5283                          STATION RECOVERY (2009)
 AC5283
 AC5283'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (MPB)
 AC5283'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5282 ***********************************************************************
 AC5282  DESIGNATION -  37 079.95
 AC5282  PID         -  AC5282
 AC5282  STATE/COUNTY-  SD/DAVISON
 AC5282  COUNTRY     -  US
 AC5282  USGS QUAD   -  LOOMIS (2017)
 AC5282
 AC5282                         *CURRENT SURVEY CONTROL
 AC5282  ______________________________________________________________________
 AC5282* NAD 83(1986) POSITION- 43 46 57.     (N) 098 01 42.     (W)   SCALED
 AC5282* NAVD 88 ORTHO HEIGHT -   384.991 (meters)     1263.09  (feet) ADJUSTED
 AC5282  ______________________________________________________________________
 AC5282  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 AC5282  DYNAMIC HEIGHT  -        384.900 (meters)     1262.79  (feet) COMP
 AC5282  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 AC5282
 AC5282  VERT ORDER      -  FIRST     CLASS II
 AC5282
 AC5282.The horizontal coordinates were scaled from a map and have
 AC5282.an estimated accuracy of +/- 6 seconds.
 AC5282
 AC5282.The orthometric height was determined by differential leveling and
 AC5282.adjusted by the NATIONAL GEODETIC SURVEY
 AC5282.in October 1997.
 AC5282
 AC5282.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5282.GEOID18 height accuracy estimate available here.
 AC5282
 AC5282.Click photographs - Photos may exist for this station.
 AC5282
 AC5282.The dynamic height is computed by dividing the NAVD 88
 AC5282.geopotential number by the normal gravity value computed on the
 AC5282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5282.degrees latitude (g = 980.6199 gals.).
 AC5282
 AC5282.The modeled gravity was interpolated from observed gravity values.
 AC5282
 AC5282;                    North         East    Units  Estimated Accuracy
 AC5282;SPC SD S     -   163,570.      785,510.      MT  (+/- 180 meters Scaled)
 AC5282
 AC5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP781481(NAD 83)
 AC5282
 AC5282                          SUPERSEDED SURVEY CONTROL
 AC5282
 AC5282.No superseded survey control is available for this station.
 AC5282
 AC5282_MARKER: DB = BENCH MARK DISK
 AC5282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5282_STAMPING: 37 79.95 1282.27
 AC5282_MARK LOGO: SDDT
 AC5282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5282+STABILITY: SURFACE MOTION
 AC5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5282+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5282
 AC5282  HISTORY     - Date     Condition        Report By
 AC5282  HISTORY     - UNK      MONUMENTED       SDDT
 AC5282  HISTORY     - 19950630 GOOD             NGS
 AC5282  HISTORY     - 20090830 GOOD             WOOLPT
 AC5282  HISTORY     - 20120123 GOOD             INDIV
 AC5282
 AC5282                          STATION DESCRIPTION
 AC5282
 AC5282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5282'11.2 KM (6.95 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5282'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 97.9 M (321.2 FT)
 AC5282'SOUTH OF MILEPOST 80, 27.6 M (90.6 FT) EAST OF THE CENTERLINE OF THE
 AC5282'NORTHBOUND LANES OF THE HIGHWAY, 3.7 M (12.1 FT) SOUTH OF A T-FENCE
 AC5282'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AC5282'EAST OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A WITNESS POST AND
 AC5282'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5282
 AC5282                          STATION RECOVERY (2009)
 AC5282
 AC5282'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009 (MPB)
 AC5282'RECOVERED IN GOOD CONDITION
 AC5282
 AC5282                          STATION RECOVERY (2012)
 AC5282
 AC5282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5281 ***********************************************************************
 AC5281  DESIGNATION -  37 080.93
 AC5281  PID         -  AC5281
 AC5281  STATE/COUNTY-  SD/DAVISON
 AC5281  COUNTRY     -  US
 AC5281  USGS QUAD   -  LOOMIS (2017)
 AC5281
 AC5281                         *CURRENT SURVEY CONTROL
 AC5281  ______________________________________________________________________
 AC5281* NAD 83(1986) POSITION- 43 47 49.     (N) 098 01 42.     (W)   SCALED
 AC5281* NAVD 88 ORTHO HEIGHT -   395.750 (meters)     1298.39  (feet) ADJUSTED
 AC5281  ______________________________________________________________________
 AC5281  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 AC5281  DYNAMIC HEIGHT  -        395.658 (meters)     1298.09  (feet) COMP
 AC5281  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 AC5281
 AC5281  VERT ORDER      -  FIRST     CLASS II
 AC5281
 AC5281.The horizontal coordinates were scaled from a map and have
 AC5281.an estimated accuracy of +/- 6 seconds.
 AC5281
 AC5281.The orthometric height was determined by differential leveling and
 AC5281.adjusted by the NATIONAL GEODETIC SURVEY
 AC5281.in October 1997.
 AC5281
 AC5281.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5281.GEOID18 height accuracy estimate available here.
 AC5281
 AC5281.Click photographs - Photos may exist for this station.
 AC5281
 AC5281.The dynamic height is computed by dividing the NAVD 88
 AC5281.geopotential number by the normal gravity value computed on the
 AC5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5281.degrees latitude (g = 980.6199 gals.).
 AC5281
 AC5281.The modeled gravity was interpolated from observed gravity values.
 AC5281
 AC5281;                    North         East    Units  Estimated Accuracy
 AC5281;SPC SD S     -   165,170.      785,460.      MT  (+/- 180 meters Scaled)
 AC5281
 AC5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP781497(NAD 83)
 AC5281
 AC5281                          SUPERSEDED SURVEY CONTROL
 AC5281
 AC5281.No superseded survey control is available for this station.
 AC5281
 AC5281_MARKER: DB = BENCH MARK DISK
 AC5281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5281_STAMPING: 37 80.93 1297.61
 AC5281_MARK LOGO: SDDT
 AC5281_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5281+STABILITY: SURFACE MOTION
 AC5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5281+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5281
 AC5281  HISTORY     - Date     Condition        Report By
 AC5281  HISTORY     - UNK      MONUMENTED       SDDT
 AC5281  HISTORY     - 19950630 GOOD             NGS
 AC5281  HISTORY     - 20071005 GOOD             WAPA
 AC5281  HISTORY     - 20120123 GOOD             INDIV
 AC5281
 AC5281                          STATION DESCRIPTION
 AC5281
 AC5281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5281'12.8 KM (7.95 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5281'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 107.9 M (354.0 FT)
 AC5281'SOUTH OF MILEPOST 81, 27.8 M (91.2 FT) EAST OF THE CENTERLINE OF THE
 AC5281'NORTHBOUND LANES OF THE HIGHWAY, 13.7 M (44.9 FT) SOUTH OF THE CENTER
 AC5281'OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC5281'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF
 AC5281'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5281'SURFACE.
 AC5281
 AC5281                          STATION RECOVERY (2007)
 AC5281
 AC5281'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 AC5281'RECOVERED IN GOOD CONDITION.
 AC5281
 AC5281                          STATION RECOVERY (2012)
 AC5281
 AC5281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5280 ***********************************************************************
 AC5280  DESIGNATION -  37 081.84
 AC5280  PID         -  AC5280
 AC5280  STATE/COUNTY-  SD/DAVISON
 AC5280  COUNTRY     -  US
 AC5280  USGS QUAD   -  LOOMIS (2017)
 AC5280
 AC5280                         *CURRENT SURVEY CONTROL
 AC5280  ______________________________________________________________________
 AC5280* NAD 83(1986) POSITION- 43 48 36.     (N) 098 01 42.     (W)   SCALED
 AC5280* NAVD 88 ORTHO HEIGHT -   390.513 (meters)     1281.21  (feet) ADJUSTED
 AC5280  ______________________________________________________________________
 AC5280  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 AC5280  DYNAMIC HEIGHT  -        390.423 (meters)     1280.91  (feet) COMP
 AC5280  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 AC5280
 AC5280  VERT ORDER      -  FIRST     CLASS II
 AC5280
 AC5280.The horizontal coordinates were scaled from a map and have
 AC5280.an estimated accuracy of +/- 6 seconds.
 AC5280
 AC5280.The orthometric height was determined by differential leveling and
 AC5280.adjusted by the NATIONAL GEODETIC SURVEY
 AC5280.in October 1997.
 AC5280
 AC5280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5280.GEOID18 height accuracy estimate available here.
 AC5280
 AC5280.Click photographs - Photos may exist for this station.
 AC5280
 AC5280.The dynamic height is computed by dividing the NAVD 88
 AC5280.geopotential number by the normal gravity value computed on the
 AC5280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5280.degrees latitude (g = 980.6199 gals.).
 AC5280
 AC5280.The modeled gravity was interpolated from observed gravity values.
 AC5280
 AC5280;                    North         East    Units  Estimated Accuracy
 AC5280;SPC SD S     -   166,620.      785,420.      MT  (+/- 180 meters Scaled)
 AC5280
 AC5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP781512(NAD 83)
 AC5280
 AC5280                          SUPERSEDED SURVEY CONTROL
 AC5280
 AC5280.No superseded survey control is available for this station.
 AC5280
 AC5280_MARKER: DB = BENCH MARK DISK
 AC5280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5280_STAMPING: 37 81.84 1280.45
 AC5280_MARK LOGO: SDDT
 AC5280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5280+STABILITY: SURFACE MOTION
 AC5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5280+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5280
 AC5280  HISTORY     - Date     Condition        Report By
 AC5280  HISTORY     - UNK      MONUMENTED       SDDT
 AC5280  HISTORY     - 19950630 GOOD             NGS
 AC5280  HISTORY     - 20120123 GOOD             INDIV
 AC5280
 AC5280                          STATION DESCRIPTION
 AC5280
 AC5280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5280'14.2 KM (8.80 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5280'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 250.0 M (820.2 FT)
 AC5280'SOUTH OF MILEPOST 82, 28.2 M (92.5 FT) EAST OF THE CENTERLINE OF THE
 AC5280'NORTHBOUND LANES OF THE HIGHWAY, 17.8 M (58.4 FT) SOUTHEAST OF THE
 AC5280'EAST END OF A CULVERT UNDER THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE
 AC5280'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, 0.1 M
 AC5280'(0.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 AC5280'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5280
 AC5280                          STATION RECOVERY (2012)
 AC5280
 AC5280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5279 ***********************************************************************
 AC5279  DESIGNATION -  37 082.91
 AC5279  PID         -  AC5279
 AC5279  STATE/COUNTY-  SD/DAVISON
 AC5279  COUNTRY     -  US
 AC5279  USGS QUAD   -  LOOMIS (2017)
 AC5279
 AC5279                         *CURRENT SURVEY CONTROL
 AC5279  ______________________________________________________________________
 AC5279* NAD 83(1986) POSITION- 43 49 32.     (N) 098 01 43.     (W)   SCALED
 AC5279* NAVD 88 ORTHO HEIGHT -   397.560 (meters)     1304.33  (feet) ADJUSTED
 AC5279  ______________________________________________________________________
 AC5279  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 AC5279  DYNAMIC HEIGHT  -        397.469 (meters)     1304.03  (feet) COMP
 AC5279  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 AC5279
 AC5279  VERT ORDER      -  FIRST     CLASS II
 AC5279
 AC5279.The horizontal coordinates were scaled from a map and have
 AC5279.an estimated accuracy of +/- 6 seconds.
 AC5279
 AC5279.The orthometric height was determined by differential leveling and
 AC5279.adjusted by the NATIONAL GEODETIC SURVEY
 AC5279.in October 1997.
 AC5279
 AC5279.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5279.GEOID18 height accuracy estimate available here.
 AC5279
 AC5279.Click photographs - Photos may exist for this station.
 AC5279
 AC5279.The dynamic height is computed by dividing the NAVD 88
 AC5279.geopotential number by the normal gravity value computed on the
 AC5279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5279.degrees latitude (g = 980.6199 gals.).
 AC5279
 AC5279.The modeled gravity was interpolated from observed gravity values.
 AC5279
 AC5279;                    North         East    Units  Estimated Accuracy
 AC5279;SPC SD S     -   168,350.      785,350.      MT  (+/- 180 meters Scaled)
 AC5279
 AC5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP781529(NAD 83)
 AC5279
 AC5279                          SUPERSEDED SURVEY CONTROL
 AC5279
 AC5279.No superseded survey control is available for this station.
 AC5279
 AC5279_MARKER: DB = BENCH MARK DISK
 AC5279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5279_STAMPING: 37 82.91 1303.56
 AC5279_MARK LOGO: SDDT
 AC5279_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5279+STABILITY: SURFACE MOTION
 AC5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5279+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5279
 AC5279  HISTORY     - Date     Condition        Report By
 AC5279  HISTORY     - UNK      MONUMENTED       SDDT
 AC5279  HISTORY     - 19950630 GOOD             NGS
 AC5279  HISTORY     - 20120123 GOOD             INDIV
 AC5279
 AC5279                          STATION DESCRIPTION
 AC5279
 AC5279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5279'16.0 KM (9.95 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5279'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 141.6 M (464.6 FT)
 AC5279'SOUTH OF MILEPOST 83, 29.4 M (96.5 FT) NORTH OF THE CENTER OF A FIELD
 AC5279'ENTRANCE AND GATE, 27.4 M (89.9 FT) EAST OF THE CENTERLINE OF THE
 AC5279'NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC5279'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF
 AC5279'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5279'SURFACE.
 AC5279
 AC5279                          STATION RECOVERY (2012)
 AC5279
 AC5279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5278 ***********************************************************************
 AC5278  DESIGNATION -  37 083.44
 AC5278  PID         -  AC5278
 AC5278  STATE/COUNTY-  SD/DAVISON
 AC5278  COUNTRY     -  US
 AC5278  USGS QUAD   -  LOOMIS (2017)
 AC5278
 AC5278                         *CURRENT SURVEY CONTROL
 AC5278  ______________________________________________________________________
 AC5278* NAD 83(1986) POSITION- 43 49 59.     (N) 098 01 47.     (W)   SCALED
 AC5278* NAVD 88 ORTHO HEIGHT -   396.614 (meters)     1301.22  (feet) ADJUSTED
 AC5278  ______________________________________________________________________
 AC5278  GEOID HEIGHT    -        -25.924 (meters)                     GEOID18
 AC5278  DYNAMIC HEIGHT  -        396.524 (meters)     1300.93  (feet) COMP
 AC5278  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 AC5278
 AC5278  VERT ORDER      -  FIRST     CLASS II
 AC5278
 AC5278.The horizontal coordinates were scaled from a map and have
 AC5278.an estimated accuracy of +/- 6 seconds.
 AC5278
 AC5278.The orthometric height was determined by differential leveling and
 AC5278.adjusted by the NATIONAL GEODETIC SURVEY
 AC5278.in October 1997.
 AC5278
 AC5278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5278.GEOID18 height accuracy estimate available here.
 AC5278
 AC5278.Click photographs - Photos may exist for this station.
 AC5278
 AC5278.The dynamic height is computed by dividing the NAVD 88
 AC5278.geopotential number by the normal gravity value computed on the
 AC5278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5278.degrees latitude (g = 980.6199 gals.).
 AC5278
 AC5278.The modeled gravity was interpolated from observed gravity values.
 AC5278
 AC5278;                    North         East    Units  Estimated Accuracy
 AC5278;SPC SD S     -   169,180.      785,240.      MT  (+/- 180 meters Scaled)
 AC5278
 AC5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP780537(NAD 83)
 AC5278
 AC5278                          SUPERSEDED SURVEY CONTROL
 AC5278
 AC5278.No superseded survey control is available for this station.
 AC5278
 AC5278_MARKER: Z = SEE DESCRIPTION
 AC5278_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5278_STAMPING: 37-83.44
 AC5278_MARK LOGO: SDDT
 AC5278_PROJECTION: FLUSH
 AC5278_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5278+STABILITY: POSITION/ELEVATION WELL
 AC5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5278+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5278_ROD/PIPE-DEPTH: 6.4 meters
 AC5278_SLEEVE-DEPTH  : 2.0 meters
 AC5278
 AC5278  HISTORY     - Date     Condition        Report By
 AC5278  HISTORY     - UNK      MONUMENTED       SDDT
 AC5278  HISTORY     - 19950630 GOOD             NGS
 AC5278  HISTORY     - 20071005 GOOD             WAPA
 AC5278  HISTORY     - 20120123 GOOD             INDIV
 AC5278
 AC5278                          STATION DESCRIPTION
 AC5278
 AC5278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5278'16.8 KM (10.45 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5278'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 691.0 M (2267.1 FT)
 AC5278'NORTH OF MILEPOST 83, 27.9 M (91.5 FT) WEST OF THE CENTERLINE OF THE
 AC5278'SOUTHBOUND LANES OF THE HIGHWAY, 23.5 M (77.1 FT) SOUTH OF THE CENTER
 AC5278'OF A PAVED ROAD, 6.1 M (20.0 FT) EAST OF THE CENTER OF A FIELD
 AC5278'ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8
 AC5278'M (2.6 FT) NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A
 AC5278'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD
 AC5278'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 AC5278'IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC5278'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5278'THROUGH A 4-INCH PVC CAP.
 AC5278
 AC5278                          STATION RECOVERY (2007)
 AC5278
 AC5278'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 AC5278'SLEEVE HAS BEEN FILLED WITH OIL OR TAR
 AC5278'
 AC5278
 AC5278                          STATION RECOVERY (2012)
 AC5278
 AC5278'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5278'COULD NOT ACTUALLY SEE MARKER. LOOKS TO BE IN GOOD CONDITION EXCEPT
 AC5278'FULL OF GREASE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5277 ***********************************************************************
 AC5277  DESIGNATION -  37 083.96
 AC5277  PID         -  AC5277
 AC5277  STATE/COUNTY-  SD/DAVISON
 AC5277  COUNTRY     -  US
 AC5277  USGS QUAD   -  LOOMIS (2017)
 AC5277
 AC5277                         *CURRENT SURVEY CONTROL
 AC5277  ______________________________________________________________________
 AC5277* NAD 83(1986) POSITION- 43 50 26.     (N) 098 01 51.     (W)   SCALED
 AC5277* NAVD 88 ORTHO HEIGHT -   395.023 (meters)     1296.00  (feet) ADJUSTED
 AC5277  ______________________________________________________________________
 AC5277  GEOID HEIGHT    -        -25.907 (meters)                     GEOID18
 AC5277  DYNAMIC HEIGHT  -        394.934 (meters)     1295.71  (feet) COMP
 AC5277  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 AC5277
 AC5277  VERT ORDER      -  FIRST     CLASS II
 AC5277
 AC5277.The horizontal coordinates were scaled from a map and have
 AC5277.an estimated accuracy of +/- 6 seconds.
 AC5277
 AC5277.The orthometric height was determined by differential leveling and
 AC5277.adjusted by the NATIONAL GEODETIC SURVEY
 AC5277.in October 1997.
 AC5277
 AC5277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5277.GEOID18 height accuracy estimate available here.
 AC5277
 AC5277.Click photographs - Photos may exist for this station.
 AC5277
 AC5277.The dynamic height is computed by dividing the NAVD 88
 AC5277.geopotential number by the normal gravity value computed on the
 AC5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5277.degrees latitude (g = 980.6199 gals.).
 AC5277
 AC5277.The modeled gravity was interpolated from observed gravity values.
 AC5277
 AC5277;                    North         East    Units  Estimated Accuracy
 AC5277;SPC SD S     -   170,010.      785,130.      MT  (+/- 180 meters Scaled)
 AC5277
 AC5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP779546(NAD 83)
 AC5277
 AC5277                          SUPERSEDED SURVEY CONTROL
 AC5277
 AC5277.No superseded survey control is available for this station.
 AC5277
 AC5277_MARKER: DB = BENCH MARK DISK
 AC5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5277_STAMPING: 37 83.96 1295.23
 AC5277_MARK LOGO: SDDT
 AC5277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5277+STABILITY: SURFACE MOTION
 AC5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5277+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 AC5277
 AC5277  HISTORY     - Date     Condition        Report By
 AC5277  HISTORY     - UNK      MONUMENTED       SDDT
 AC5277  HISTORY     - 19950630 GOOD             NGS
 AC5277  HISTORY     - 20120123 GOOD             INDIV
 AC5277
 AC5277                          STATION DESCRIPTION
 AC5277
 AC5277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5277'17.6 KM (10.95 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5277'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 72.1 M (236.5 FT)
 AC5277'SOUTH OF MILEPOST 84, 24.7 M (81.0 FT) WEST OF THE CENTERLINE OF THE
 AC5277'SOUTHBOUND LANES OF THE HIGHWAY, 10.9 M (35.8 FT) WEST OF THE WEST END
 AC5277'OF A CULVERT UNDER THE HIGHWAY, 6.9 M (22.6 FT) NORTH OF A T-FENCE
 AC5277'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AC5277'WEST OF A WITNESS POST, 0.1 M (0.3 FT) EAST OF A WITNESS POST AND
 AC5277'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC5277'SURFACE.
 AC5277
 AC5277                          STATION RECOVERY (2012)
 AC5277
 AC5277'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5276 ***********************************************************************
 AC5276  DESIGNATION -  37 085.18
 AC5276  PID         -  AC5276
 AC5276  STATE/COUNTY-  SD/SANBORN
 AC5276  COUNTRY     -  US
 AC5276  USGS QUAD   -  LOOMIS (2017)
 AC5276
 AC5276                         *CURRENT SURVEY CONTROL
 AC5276  ______________________________________________________________________
 AC5276* NAD 83(1986) POSITION- 43 51 29.     (N) 098 01 52.     (W)   SCALED
 AC5276* NAVD 88 ORTHO HEIGHT -   396.989 (meters)     1302.45  (feet) ADJUSTED
 AC5276  ______________________________________________________________________
 AC5276  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 AC5276  DYNAMIC HEIGHT  -        396.900 (meters)     1302.16  (feet) COMP
 AC5276  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 AC5276
 AC5276  VERT ORDER      -  FIRST     CLASS II
 AC5276
 AC5276.The horizontal coordinates were scaled from a map and have
 AC5276.an estimated accuracy of +/- 6 seconds.
 AC5276
 AC5276.The orthometric height was determined by differential leveling and
 AC5276.adjusted by the NATIONAL GEODETIC SURVEY
 AC5276.in October 1997.
 AC5276
 AC5276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5276.GEOID18 height accuracy estimate available here.
 AC5276
 AC5276.Click photographs - Photos may exist for this station.
 AC5276
 AC5276.The dynamic height is computed by dividing the NAVD 88
 AC5276.geopotential number by the normal gravity value computed on the
 AC5276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5276.degrees latitude (g = 980.6199 gals.).
 AC5276
 AC5276.The modeled gravity was interpolated from observed gravity values.
 AC5276
 AC5276;                    North         East    Units  Estimated Accuracy
 AC5276;SPC SD S     -   171,950.      785,050.      MT  (+/- 180 meters Scaled)
 AC5276
 AC5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778565(NAD 83)
 AC5276
 AC5276                          SUPERSEDED SURVEY CONTROL
 AC5276
 AC5276.No superseded survey control is available for this station.
 AC5276
 AC5276_MARKER: DB = BENCH MARK DISK
 AC5276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5276_STAMPING: 37-85.18 1994
 AC5276_MARK LOGO: SDDT
 AC5276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5276+STABILITY: SURFACE MOTION
 AC5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5276+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 AC5276
 AC5276  HISTORY     - Date     Condition        Report By
 AC5276  HISTORY     - 1994     MONUMENTED       SDDT
 AC5276  HISTORY     - 19950630 GOOD             NGS
 AC5276  HISTORY     - 20120518 GOOD             INDIV
 AC5276
 AC5276                          STATION DESCRIPTION
 AC5276
 AC5276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5276'19.6 KM (12.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5276'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 273.0 M (895.7 FT)
 AC5276'NORTH OF MILEPOST 85, 24.2 M (79.4 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5276'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AC5276'NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT) WEST OF A FENCE, 0.2 M
 AC5276'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AC5276'GROUND SURFACE.
 AC5276
 AC5276                          STATION RECOVERY (2012)
 AC5276
 AC5276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5275 ***********************************************************************
 AC5275  DESIGNATION -  37 086.19
 AC5275  PID         -  AC5275
 AC5275  STATE/COUNTY-  SD/SANBORN
 AC5275  COUNTRY     -  US
 AC5275  USGS QUAD   -  LOOMIS (2017)
 AC5275
 AC5275                         *CURRENT SURVEY CONTROL
 AC5275  ______________________________________________________________________
 AC5275* NAD 83(1986) POSITION- 43 52 23.     (N) 098 01 51.     (W)   SCALED
 AC5275* NAVD 88 ORTHO HEIGHT -   397.697 (meters)     1304.78  (feet) ADJUSTED
 AC5275  ______________________________________________________________________
 AC5275  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 AC5275  DYNAMIC HEIGHT  -        397.609 (meters)     1304.49  (feet) COMP
 AC5275  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 AC5275
 AC5275  VERT ORDER      -  FIRST     CLASS II
 AC5275
 AC5275.The horizontal coordinates were scaled from a map and have
 AC5275.an estimated accuracy of +/- 6 seconds.
 AC5275
 AC5275.The orthometric height was determined by differential leveling and
 AC5275.adjusted by the NATIONAL GEODETIC SURVEY
 AC5275.in October 1997.
 AC5275
 AC5275.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5275.GEOID18 height accuracy estimate available here.
 AC5275
 AC5275.Click photographs - Photos may exist for this station.
 AC5275
 AC5275.The dynamic height is computed by dividing the NAVD 88
 AC5275.geopotential number by the normal gravity value computed on the
 AC5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5275.degrees latitude (g = 980.6199 gals.).
 AC5275
 AC5275.The modeled gravity was interpolated from observed gravity values.
 AC5275
 AC5275;                    North         East    Units  Estimated Accuracy
 AC5275;SPC SD S     -   173,620.      785,030.      MT  (+/- 180 meters Scaled)
 AC5275
 AC5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778582(NAD 83)
 AC5275
 AC5275                          SUPERSEDED SURVEY CONTROL
 AC5275
 AC5275.No superseded survey control is available for this station.
 AC5275
 AC5275_MARKER: DB = BENCH MARK DISK
 AC5275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5275_STAMPING: 37-86.19 1994
 AC5275_MARK LOGO: SDDT
 AC5275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5275+STABILITY: SURFACE MOTION
 AC5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5275+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5275
 AC5275  HISTORY     - Date     Condition        Report By
 AC5275  HISTORY     - 1994     MONUMENTED       SDDT
 AC5275  HISTORY     - 19950630 GOOD             NGS
 AC5275
 AC5275                          STATION DESCRIPTION
 AC5275
 AC5275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5275'21.2 KM (13.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5275'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 281.0 M (921.9 FT)
 AC5275'NORTH OF MILEPOST 86, 23.9 M (78.4 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5275'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 AC5275'SOUTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT) WEST OF A FENCE, 0.2 M
 AC5275'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AC5275'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5274 ***********************************************************************
 AC5274  DESIGNATION -  37 087.20
 AC5274  PID         -  AC5274
 AC5274  STATE/COUNTY-  SD/SANBORN
 AC5274  COUNTRY     -  US
 AC5274  USGS QUAD   -  LETCHER NE (2017)
 AC5274
 AC5274                         *CURRENT SURVEY CONTROL
 AC5274  ______________________________________________________________________
 AC5274* NAD 83(1986) POSITION- 43 53 15.     (N) 098 01 49.     (W)   SCALED
 AC5274* NAVD 88 ORTHO HEIGHT -   397.379 (meters)     1303.73  (feet) ADJUSTED
 AC5274  ______________________________________________________________________
 AC5274  GEOID HEIGHT    -        -25.816 (meters)                     GEOID18
 AC5274  DYNAMIC HEIGHT  -        397.293 (meters)     1303.45  (feet) COMP
 AC5274  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 AC5274
 AC5274  VERT ORDER      -  FIRST     CLASS II
 AC5274
 AC5274.The horizontal coordinates were scaled from a map and have
 AC5274.an estimated accuracy of +/- 6 seconds.
 AC5274
 AC5274.The orthometric height was determined by differential leveling and
 AC5274.adjusted by the NATIONAL GEODETIC SURVEY
 AC5274.in October 1997.
 AC5274
 AC5274.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5274.GEOID18 height accuracy estimate available here.
 AC5274
 AC5274.Click photographs - Photos may exist for this station.
 AC5274
 AC5274.The dynamic height is computed by dividing the NAVD 88
 AC5274.geopotential number by the normal gravity value computed on the
 AC5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5274.degrees latitude (g = 980.6199 gals.).
 AC5274
 AC5274.The modeled gravity was interpolated from observed gravity values.
 AC5274
 AC5274;                    North         East    Units  Estimated Accuracy
 AC5274;SPC SD S     -   175,220.      785,030.      MT  (+/- 180 meters Scaled)
 AC5274
 AC5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778598(NAD 83)
 AC5274
 AC5274                          SUPERSEDED SURVEY CONTROL
 AC5274
 AC5274.No superseded survey control is available for this station.
 AC5274
 AC5274_MARKER: DB = BENCH MARK DISK
 AC5274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5274_STAMPING: 37-87.20 1994
 AC5274_MARK LOGO: SDDT
 AC5274_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5274+STABILITY: SURFACE MOTION
 AC5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5274+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2012
 AC5274
 AC5274  HISTORY     - Date     Condition        Report By
 AC5274  HISTORY     - 1994     MONUMENTED       SDDT
 AC5274  HISTORY     - 19950630 GOOD             NGS
 AC5274  HISTORY     - 20120521 GOOD             INDIV
 AC5274
 AC5274                          STATION DESCRIPTION
 AC5274
 AC5274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5274'22.8 KM (14.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5274'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 305.0 M (1000.7 FT)
 AC5274'NORTH OF MILEPOST 87, 24.2 M (79.4 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5274'19.1 M (62.7 FT) NORTH OF A T-FENCE CORNER, 1.5 M (4.9 FT) BELOW THE
 AC5274'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A FENCE, 0.2 M (0.7 FT)
 AC5274'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5274'SURFACE.
 AC5274
 AC5274                          STATION RECOVERY (2012)
 AC5274
 AC5274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5273 ***********************************************************************
 AC5273  DESIGNATION -  37 088.19
 AC5273  PID         -  AC5273
 AC5273  STATE/COUNTY-  SD/SANBORN
 AC5273  COUNTRY     -  US
 AC5273  USGS QUAD   -  LETCHER NE (2017)
 AC5273
 AC5273                         *CURRENT SURVEY CONTROL
 AC5273  ______________________________________________________________________
 AC5273* NAD 83(1986) POSITION- 43 54 06.     (N) 098 01 49.     (W)   SCALED
 AC5273* NAVD 88 ORTHO HEIGHT -   388.954 (meters)     1276.09  (feet) ADJUSTED
 AC5273  ______________________________________________________________________
 AC5273  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 AC5273  DYNAMIC HEIGHT  -        388.870 (meters)     1275.82  (feet) COMP
 AC5273  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 AC5273
 AC5273  VERT ORDER      -  FIRST     CLASS II
 AC5273
 AC5273.The horizontal coordinates were scaled from a map and have
 AC5273.an estimated accuracy of +/- 6 seconds.
 AC5273
 AC5273.The orthometric height was determined by differential leveling and
 AC5273.adjusted by the NATIONAL GEODETIC SURVEY
 AC5273.in October 1997.
 AC5273
 AC5273.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5273.GEOID18 height accuracy estimate available here.
 AC5273
 AC5273.Click photographs - Photos may exist for this station.
 AC5273
 AC5273.The dynamic height is computed by dividing the NAVD 88
 AC5273.geopotential number by the normal gravity value computed on the
 AC5273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5273.degrees latitude (g = 980.6199 gals.).
 AC5273
 AC5273.The modeled gravity was interpolated from observed gravity values.
 AC5273
 AC5273;                    North         East    Units  Estimated Accuracy
 AC5273;SPC SD S     -   176,800.      784,990.      MT  (+/- 180 meters Scaled)
 AC5273
 AC5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778614(NAD 83)
 AC5273
 AC5273                          SUPERSEDED SURVEY CONTROL
 AC5273
 AC5273.No superseded survey control is available for this station.
 AC5273
 AC5273_MARKER: DB = BENCH MARK DISK
 AC5273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5273_STAMPING: 37-88.19 1994
 AC5273_MARK LOGO: SDDT
 AC5273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5273+STABILITY: SURFACE MOTION
 AC5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5273+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5273
 AC5273  HISTORY     - Date     Condition        Report By
 AC5273  HISTORY     - 1994     MONUMENTED       SDDT
 AC5273  HISTORY     - 19950630 GOOD             NGS
 AC5273
 AC5273                          STATION DESCRIPTION
 AC5273
 AC5273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5273'24.4 KM (15.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5273'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 286.0 M (938.3 FT)
 AC5273'NORTH OF MILEPOST 88, 24.4 M (80.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5273'3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF
 AC5273'A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AC5273'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5272 ***********************************************************************
 AC5272  DESIGNATION -  37 088.45
 AC5272  PID         -  AC5272
 AC5272  STATE/COUNTY-  SD/SANBORN
 AC5272  COUNTRY     -  US
 AC5272  USGS QUAD   -  LETCHER NE (2017)
 AC5272
 AC5272                         *CURRENT SURVEY CONTROL
 AC5272  ______________________________________________________________________
 AC5272* NAD 83(1986) POSITION- 43 54 20.     (N) 098 01 49.     (W)   SCALED
 AC5272* NAVD 88 ORTHO HEIGHT -   395.320 (meters)     1296.98  (feet) ADJUSTED
 AC5272  ______________________________________________________________________
 AC5272  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 AC5272  DYNAMIC HEIGHT  -        395.235 (meters)     1296.70  (feet) COMP
 AC5272  MODELED GRAVITY -    980,392.1   (mgal)                       NAVD 88
 AC5272
 AC5272  VERT ORDER      -  FIRST     CLASS II
 AC5272
 AC5272.The horizontal coordinates were scaled from a map and have
 AC5272.an estimated accuracy of +/- 6 seconds.
 AC5272
 AC5272.The orthometric height was determined by differential leveling and
 AC5272.adjusted by the NATIONAL GEODETIC SURVEY
 AC5272.in October 1997.
 AC5272
 AC5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5272.GEOID18 height accuracy estimate available here.
 AC5272
 AC5272.Click photographs - Photos may exist for this station.
 AC5272
 AC5272.The dynamic height is computed by dividing the NAVD 88
 AC5272.geopotential number by the normal gravity value computed on the
 AC5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5272.degrees latitude (g = 980.6199 gals.).
 AC5272
 AC5272.The modeled gravity was interpolated from observed gravity values.
 AC5272
 AC5272;                    North         East    Units  Estimated Accuracy
 AC5272;SPC SD S     -   177,230.      784,970.      MT  (+/- 180 meters Scaled)
 AC5272
 AC5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778618(NAD 83)
 AC5272
 AC5272                          SUPERSEDED SURVEY CONTROL
 AC5272
 AC5272.No superseded survey control is available for this station.
 AC5272
 AC5272_MARKER: Z = SEE DESCRIPTION
 AC5272_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5272_STAMPING: 37-88.45
 AC5272_MARK LOGO: SDDT
 AC5272_PROJECTION: FLUSH
 AC5272_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5272+STABILITY: POSITION/ELEVATION WELL
 AC5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5272+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5272_ROD/PIPE-DEPTH: 6.4 meters
 AC5272_SLEEVE-DEPTH  : 2.0 meters
 AC5272
 AC5272  HISTORY     - Date     Condition        Report By
 AC5272  HISTORY     - UNK      MONUMENTED       SDDT
 AC5272  HISTORY     - 19950630 GOOD             NGS
 AC5272
 AC5272                          STATION DESCRIPTION
 AC5272
 AC5272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5272'24.8 KM (15.40 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5272'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 710.0 M (2329.4 FT)
 AC5272'NORTH OF MILEPOST 88, 24.1 M (79.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5272'8.7 M (28.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3
 AC5272'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A
 AC5272'WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST.
 AC5272'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AC5272'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC5272'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5272'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5271 ***********************************************************************
 AC5271  DESIGNATION -  37 089.19
 AC5271  PID         -  AC5271
 AC5271  STATE/COUNTY-  SD/SANBORN
 AC5271  COUNTRY     -  US
 AC5271  USGS QUAD   -  LETCHER NE (2017)
 AC5271
 AC5271                         *CURRENT SURVEY CONTROL
 AC5271  ______________________________________________________________________
 AC5271* NAD 83(1986) POSITION- 43 54 59.     (N) 098 01 49.     (W)   SCALED
 AC5271* NAVD 88 ORTHO HEIGHT -   396.477 (meters)     1300.78  (feet) ADJUSTED
 AC5271  ______________________________________________________________________
 AC5271  GEOID HEIGHT    -        -25.767 (meters)                     GEOID18
 AC5271  DYNAMIC HEIGHT  -        396.392 (meters)     1300.50  (feet) COMP
 AC5271  MODELED GRAVITY -    980,393.3   (mgal)                       NAVD 88
 AC5271
 AC5271  VERT ORDER      -  FIRST     CLASS II
 AC5271
 AC5271.The horizontal coordinates were scaled from a map and have
 AC5271.an estimated accuracy of +/- 6 seconds.
 AC5271
 AC5271.The orthometric height was determined by differential leveling and
 AC5271.adjusted by the NATIONAL GEODETIC SURVEY
 AC5271.in October 1997.
 AC5271
 AC5271.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5271.GEOID18 height accuracy estimate available here.
 AC5271
 AC5271.Click photographs - Photos may exist for this station.
 AC5271
 AC5271.The dynamic height is computed by dividing the NAVD 88
 AC5271.geopotential number by the normal gravity value computed on the
 AC5271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5271.degrees latitude (g = 980.6199 gals.).
 AC5271
 AC5271.The modeled gravity was interpolated from observed gravity values.
 AC5271
 AC5271;                    North         East    Units  Estimated Accuracy
 AC5271;SPC SD S     -   178,430.      784,940.      MT  (+/- 180 meters Scaled)
 AC5271
 AC5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778630(NAD 83)
 AC5271
 AC5271                          SUPERSEDED SURVEY CONTROL
 AC5271
 AC5271.No superseded survey control is available for this station.
 AC5271
 AC5271_MARKER: DB = BENCH MARK DISK
 AC5271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5271_STAMPING: 37-89.19
 AC5271_MARK LOGO: SDDT
 AC5271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5271+STABILITY: SURFACE MOTION
 AC5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5271+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5271
 AC5271  HISTORY     - Date     Condition        Report By
 AC5271  HISTORY     - UNK      MONUMENTED       SDDT
 AC5271  HISTORY     - 19950630 GOOD             NGS
 AC5271  HISTORY     - 20120517 MARK NOT FOUND   INDIV
 AC5271
 AC5271                          STATION DESCRIPTION
 AC5271
 AC5271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5271'26.0 KM (16.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5271'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 295.0 M (967.8 FT)
 AC5271'NORTH OF MILEPOST 89, 24.5 M (80.4 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5271'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF
 AC5271'A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AC5271'FLUSH WITH THE GROUND SURFACE.
 AC5271
 AC5271                          STATION RECOVERY (2012)
 AC5271
 AC5271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5270 ***********************************************************************
 AC5270  DESIGNATION -  37 090.19
 AC5270  PID         -  AC5270
 AC5270  STATE/COUNTY-  SD/SANBORN
 AC5270  COUNTRY     -  US
 AC5270  USGS QUAD   -  LETCHER NE (2017)
 AC5270
 AC5270                         *CURRENT SURVEY CONTROL
 AC5270  ______________________________________________________________________
 AC5270* NAD 83(1986) POSITION- 43 55 52.     (N) 098 01 50.     (W)   SCALED
 AC5270* NAVD 88 ORTHO HEIGHT -   395.321 (meters)     1296.98  (feet) ADJUSTED
 AC5270  ______________________________________________________________________
 AC5270  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 AC5270  DYNAMIC HEIGHT  -        395.237 (meters)     1296.71  (feet) COMP
 AC5270  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 AC5270
 AC5270  VERT ORDER      -  FIRST     CLASS II
 AC5270
 AC5270.The horizontal coordinates were scaled from a map and have
 AC5270.an estimated accuracy of +/- 6 seconds.
 AC5270
 AC5270.The orthometric height was determined by differential leveling and
 AC5270.adjusted by the NATIONAL GEODETIC SURVEY
 AC5270.in October 1997.
 AC5270
 AC5270.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5270.GEOID18 height accuracy estimate available here.
 AC5270
 AC5270.Click photographs - Photos may exist for this station.
 AC5270
 AC5270.The dynamic height is computed by dividing the NAVD 88
 AC5270.geopotential number by the normal gravity value computed on the
 AC5270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5270.degrees latitude (g = 980.6199 gals.).
 AC5270
 AC5270.The modeled gravity was interpolated from observed gravity values.
 AC5270
 AC5270;                    North         East    Units  Estimated Accuracy
 AC5270;SPC SD S     -   180,060.      784,870.      MT  (+/- 180 meters Scaled)
 AC5270
 AC5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778646(NAD 83)
 AC5270
 AC5270                          SUPERSEDED SURVEY CONTROL
 AC5270
 AC5270.No superseded survey control is available for this station.
 AC5270
 AC5270_MARKER: DB = BENCH MARK DISK
 AC5270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5270_STAMPING: 37-90.19 1994
 AC5270_MARK LOGO: SDDT
 AC5270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5270+STABILITY: SURFACE MOTION
 AC5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5270+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5270
 AC5270  HISTORY     - Date     Condition        Report By
 AC5270  HISTORY     - 1994     MONUMENTED       SDDT
 AC5270  HISTORY     - 19950630 GOOD             NGS
 AC5270  HISTORY     - 20120517 GOOD             INDIV
 AC5270
 AC5270                          STATION DESCRIPTION
 AC5270
 AC5270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5270'27.6 KM (17.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5270'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 295.0 M (967.8 FT)
 AC5270'NORTH OF MILEPOST 90, 23.5 M (77.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5270'8.4 M (27.6 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3
 AC5270'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A
 AC5270'FENCE CORNER, 0.3 M (1.0 FT) WEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A
 AC5270'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5270
 AC5270                          STATION RECOVERY (2012)
 AC5270
 AC5270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5269 ***********************************************************************
 AC5269  DESIGNATION -  37 091.30
 AC5269  PID         -  AC5269
 AC5269  STATE/COUNTY-  SD/SANBORN
 AC5269  COUNTRY     -  US
 AC5269  USGS QUAD   -  LETCHER NE (2017)
 AC5269
 AC5269                         *CURRENT SURVEY CONTROL
 AC5269  ______________________________________________________________________
 AC5269* NAD 83(1986) POSITION- 43 56 49.81   (N) 098 01 48.48   (W)   HD_HELD1
 AC5269* NAVD 88 ORTHO HEIGHT -   374.248 (meters)     1227.85  (feet) ADJUSTED
 AC5269  ______________________________________________________________________
 AC5269  GEOID HEIGHT    -        -25.724 (meters)                     GEOID18
 AC5269  DYNAMIC HEIGHT  -        374.169 (meters)     1227.59  (feet) COMP
 AC5269  MODELED GRAVITY -    980,396.5   (mgal)                       NAVD 88
 AC5269
 AC5269  VERT ORDER      -  FIRST     CLASS II
 AC5269
 AC5269.The horizontal coordinates were determined by differentially corrected
 AC5269.hand held GPS observations or other comparable positioning techniques
 AC5269.and have an estimated accuracy of +/- 3 meters.
 AC5269
 AC5269.The orthometric height was determined by differential leveling and
 AC5269.adjusted by the NATIONAL GEODETIC SURVEY
 AC5269.in October 1997.
 AC5269
 AC5269.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5269.GEOID18 height accuracy estimate available here.
 AC5269
 AC5269.Click photographs - Photos may exist for this station.
 AC5269
 AC5269.The dynamic height is computed by dividing the NAVD 88
 AC5269.geopotential number by the normal gravity value computed on the
 AC5269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5269.degrees latitude (g = 980.6199 gals.).
 AC5269
 AC5269.The modeled gravity was interpolated from observed gravity values.
 AC5269
 AC5269;                    North         East    Units  Estimated Accuracy
 AC5269;SPC SD S     -   181,848.5     784,856.9     MT  (+/- 3 meters HH1 GPS) 
 AC5269
 AC5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7782766462(NAD 83)
 AC5269
 AC5269                          SUPERSEDED SURVEY CONTROL
 AC5269
 AC5269.No superseded survey control is available for this station.
 AC5269
 AC5269_MARKER: DB = BENCH MARK DISK
 AC5269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5269_STAMPING: 37-91.30 1994
 AC5269_MARK LOGO: SDDT
 AC5269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5269+STABILITY: SURFACE MOTION
 AC5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5269+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2011
 AC5269
 AC5269  HISTORY     - Date     Condition        Report By
 AC5269  HISTORY     - 1994     MONUMENTED       SDDT
 AC5269  HISTORY     - 19950630 GOOD             NGS
 AC5269  HISTORY     - 20110117 GOOD             USGS
 AC5269
 AC5269                          STATION DESCRIPTION
 AC5269
 AC5269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5269'29.4 KM (18.25 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5269'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 490.0 M (1607.6 FT)
 AC5269'NORTH OF MILEPOST 91, 24.0 M (78.7 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5269'0.6 M (2.0 FT) SOUTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE
 AC5269'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.2 M (0.7 FT)
 AC5269'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5269'SURFACE.
 AC5269
 AC5269                          STATION RECOVERY (2011)
 AC5269
 AC5269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2011 (RFT)
 AC5269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5268 ***********************************************************************
 AC5268  DESIGNATION -  37 092.12
 AC5268  PID         -  AC5268
 AC5268  STATE/COUNTY-  SD/SANBORN
 AC5268  COUNTRY     -  US
 AC5268  USGS QUAD   -  LETCHER NE (2017)
 AC5268
 AC5268                         *CURRENT SURVEY CONTROL
 AC5268  ______________________________________________________________________
 AC5268* NAD 83(1986) POSITION- 43 57 32.     (N) 098 01 49.     (W)   SCALED
 AC5268* NAVD 88 ORTHO HEIGHT -   385.442 (meters)     1264.57  (feet) ADJUSTED
 AC5268  ______________________________________________________________________
 AC5268  GEOID HEIGHT    -        -25.709 (meters)                     GEOID18
 AC5268  DYNAMIC HEIGHT  -        385.361 (meters)     1264.31  (feet) COMP
 AC5268  MODELED GRAVITY -    980,397.7   (mgal)                       NAVD 88
 AC5268
 AC5268  VERT ORDER      -  FIRST     CLASS II
 AC5268
 AC5268.The horizontal coordinates were scaled from a map and have
 AC5268.an estimated accuracy of +/- 6 seconds.
 AC5268
 AC5268.The orthometric height was determined by differential leveling and
 AC5268.adjusted by the NATIONAL GEODETIC SURVEY
 AC5268.in October 1997.
 AC5268
 AC5268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5268.GEOID18 height accuracy estimate available here.
 AC5268
 AC5268.Click photographs - Photos may exist for this station.
 AC5268
 AC5268.The dynamic height is computed by dividing the NAVD 88
 AC5268.geopotential number by the normal gravity value computed on the
 AC5268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5268.degrees latitude (g = 980.6199 gals.).
 AC5268
 AC5268.The modeled gravity was interpolated from observed gravity values.
 AC5268
 AC5268;                    North         East    Units  Estimated Accuracy
 AC5268;SPC SD S     -   183,150.      784,810.      MT  (+/- 180 meters Scaled)
 AC5268
 AC5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP778677(NAD 83)
 AC5268
 AC5268                          SUPERSEDED SURVEY CONTROL
 AC5268
 AC5268.No superseded survey control is available for this station.
 AC5268
 AC5268_MARKER: DB = BENCH MARK DISK
 AC5268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5268_STAMPING: 37-92.12 1994
 AC5268_MARK LOGO: SDDT
 AC5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5268+STABILITY: SURFACE MOTION
 AC5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5268+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5268
 AC5268  HISTORY     - Date     Condition        Report By
 AC5268  HISTORY     - 1994     MONUMENTED       SDDT
 AC5268  HISTORY     - 19950630 GOOD             NGS
 AC5268  HISTORY     - 20120517 GOOD             INDIV
 AC5268
 AC5268                          STATION DESCRIPTION
 AC5268
 AC5268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5268'30.7 KM (19.05 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5268'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 190.0 M (623.4 FT)
 AC5268'NORTH OF MILEPOST 92, 24.3 M (79.7 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5268'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AC5268'NORTHWEST OF THE SOUTH END OF 2 BRACED FENCE POSTS, 0.4 M (1.3 FT)
 AC5268'WEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE
 AC5268'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5268
 AC5268                          STATION RECOVERY (2012)
 AC5268
 AC5268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5267 ***********************************************************************
 AC5267  DESIGNATION -  37 093.12
 AC5267  PID         -  AC5267
 AC5267  STATE/COUNTY-  SD/SANBORN
 AC5267  COUNTRY     -  US
 AC5267  USGS QUAD   -  LETCHER NE (2017)
 AC5267
 AC5267                         *CURRENT SURVEY CONTROL
 AC5267  ______________________________________________________________________
 AC5267* NAD 83(1986) POSITION- 43 58 26.     (N) 098 01 50.     (W)   SCALED
 AC5267* NAVD 88 ORTHO HEIGHT -   390.555 (meters)     1281.35  (feet) ADJUSTED
 AC5267  ______________________________________________________________________
 AC5267  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 AC5267  DYNAMIC HEIGHT  -        390.474 (meters)     1281.08  (feet) COMP
 AC5267  MODELED GRAVITY -    980,399.2   (mgal)                       NAVD 88
 AC5267
 AC5267  VERT ORDER      -  FIRST     CLASS II
 AC5267
 AC5267.The horizontal coordinates were scaled from a map and have
 AC5267.an estimated accuracy of +/- 6 seconds.
 AC5267
 AC5267.The orthometric height was determined by differential leveling and
 AC5267.adjusted by the NATIONAL GEODETIC SURVEY
 AC5267.in October 1997.
 AC5267
 AC5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5267.GEOID18 height accuracy estimate available here.
 AC5267
 AC5267.Click photographs - Photos may exist for this station.
 AC5267
 AC5267.The dynamic height is computed by dividing the NAVD 88
 AC5267.geopotential number by the normal gravity value computed on the
 AC5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5267.degrees latitude (g = 980.6199 gals.).
 AC5267
 AC5267.The modeled gravity was interpolated from observed gravity values.
 AC5267
 AC5267;                    North         East    Units  Estimated Accuracy
 AC5267;SPC SD S     -   184,820.      784,740.      MT  (+/- 180 meters Scaled)
 AC5267
 AC5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP777694(NAD 83)
 AC5267
 AC5267                          SUPERSEDED SURVEY CONTROL
 AC5267
 AC5267.No superseded survey control is available for this station.
 AC5267
 AC5267_MARKER: DB = BENCH MARK DISK
 AC5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5267_STAMPING: 37-93.12 1994
 AC5267_MARK LOGO: SDDT
 AC5267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5267+STABILITY: SURFACE MOTION
 AC5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5267+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5267
 AC5267  HISTORY     - Date     Condition        Report By
 AC5267  HISTORY     - 1994     MONUMENTED       SDDT
 AC5267  HISTORY     - 19950630 GOOD             NGS
 AC5267  HISTORY     - 20120517 GOOD             INDIV
 AC5267
 AC5267                          STATION DESCRIPTION
 AC5267
 AC5267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5267'32.4 KM (20.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5267'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 193.7 M (635.5 FT)
 AC5267'NORTH OF MILEPOST 93, 23.9 M (78.4 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5267'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AC5267'SOUTHWEST OF THE NORTH END OF 2 BRACED FENCE POSTS, 0.4 M (1.3 FT)
 AC5267'WEST OF A FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE
 AC5267'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5267
 AC5267                          STATION RECOVERY (2012)
 AC5267
 AC5267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5266 ***********************************************************************
 AC5266  DESIGNATION -  37 093.90
 AC5266  PID         -  AC5266
 AC5266  STATE/COUNTY-  SD/SANBORN
 AC5266  COUNTRY     -  US
 AC5266  USGS QUAD   -  LETCHER NE (2017)
 AC5266
 AC5266                         *CURRENT SURVEY CONTROL
 AC5266  ______________________________________________________________________
 AC5266* NAD 83(1986) POSITION- 43 59 05.     (N) 098 01 54.     (W)   SCALED
 AC5266* NAVD 88 ORTHO HEIGHT -   394.264 (meters)     1293.51  (feet) ADJUSTED
 AC5266  ______________________________________________________________________
 AC5266  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 AC5266  DYNAMIC HEIGHT  -        394.183 (meters)     1293.25  (feet) COMP
 AC5266  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 AC5266
 AC5266  VERT ORDER      -  FIRST     CLASS II
 AC5266
 AC5266.The horizontal coordinates were scaled from a map and have
 AC5266.an estimated accuracy of +/- 6 seconds.
 AC5266
 AC5266.The orthometric height was determined by differential leveling and
 AC5266.adjusted by the NATIONAL GEODETIC SURVEY
 AC5266.in October 1997.
 AC5266
 AC5266.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5266.GEOID18 height accuracy estimate available here.
 AC5266
 AC5266.Click photographs - Photos may exist for this station.
 AC5266
 AC5266.The dynamic height is computed by dividing the NAVD 88
 AC5266.geopotential number by the normal gravity value computed on the
 AC5266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5266.degrees latitude (g = 980.6199 gals.).
 AC5266
 AC5266.The modeled gravity was interpolated from observed gravity values.
 AC5266
 AC5266;                    North         East    Units  Estimated Accuracy
 AC5266;SPC SD S     -   186,020.      784,620.      MT  (+/- 180 meters Scaled)
 AC5266
 AC5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP776706(NAD 83)
 AC5266
 AC5266                          SUPERSEDED SURVEY CONTROL
 AC5266
 AC5266.No superseded survey control is available for this station.
 AC5266
 AC5266_MARKER: Z = SEE DESCRIPTION
 AC5266_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5266_STAMPING: 37-93.90
 AC5266_PROJECTION: FLUSH
 AC5266_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5266+STABILITY: POSITION/ELEVATION WELL
 AC5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5266+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5266_ROD/PIPE-DEPTH: 6.4 meters
 AC5266_SLEEVE-DEPTH  : 2.0 meters
 AC5266
 AC5266  HISTORY     - Date     Condition        Report By
 AC5266  HISTORY     - UNK      MONUMENTED       SDDT
 AC5266  HISTORY     - 19950630 GOOD             NGS
 AC5266  HISTORY     - 20120517 MARK NOT FOUND   INDIV
 AC5266
 AC5266                          STATION DESCRIPTION
 AC5266
 AC5266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5266'33.6 KM (20.85 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5266'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 180.5 M (592.2 FT)
 AC5266'SOUTH OF MILEPOST 94, 51.0 M (167.3 FT) WEST OF THE HIGHWAY
 AC5266'CENTERLINE, 5.9 M (19.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE
 AC5266'AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3
 AC5266'FT) EAST OF A FENCE, 0.3 M (1.0 FT) WEST OF A METAL GUARD POST, AND
 AC5266'0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 AC5266'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A
 AC5266'1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC5266'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5266
 AC5266                          STATION RECOVERY (2012)
 AC5266
 AC5266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5265 ***********************************************************************
 AC5265  DESIGNATION -  37 094.12
 AC5265  PID         -  AC5265
 AC5265  STATE/COUNTY-  SD/SANBORN
 AC5265  COUNTRY     -  US
 AC5265  USGS QUAD   -  LETCHER NE (2017)
 AC5265
 AC5265                         *CURRENT SURVEY CONTROL
 AC5265  ______________________________________________________________________
 AC5265* NAD 83(1986) POSITION- 43 59 17.     (N) 098 01 49.     (W)   SCALED
 AC5265* NAVD 88 ORTHO HEIGHT -   394.622 (meters)     1294.69  (feet) ADJUSTED
 AC5265  ______________________________________________________________________
 AC5265  GEOID HEIGHT    -        -25.671 (meters)                     GEOID18
 AC5265  DYNAMIC HEIGHT  -        394.541 (meters)     1294.42  (feet) COMP
 AC5265  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 AC5265
 AC5265  VERT ORDER      -  FIRST     CLASS II
 AC5265
 AC5265.The horizontal coordinates were scaled from a map and have
 AC5265.an estimated accuracy of +/- 6 seconds.
 AC5265
 AC5265.The orthometric height was determined by differential leveling and
 AC5265.adjusted by the NATIONAL GEODETIC SURVEY
 AC5265.in October 1997.
 AC5265
 AC5265.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5265.GEOID18 height accuracy estimate available here.
 AC5265
 AC5265.Click photographs - Photos may exist for this station.
 AC5265
 AC5265.The dynamic height is computed by dividing the NAVD 88
 AC5265.geopotential number by the normal gravity value computed on the
 AC5265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5265.degrees latitude (g = 980.6199 gals.).
 AC5265
 AC5265.The modeled gravity was interpolated from observed gravity values.
 AC5265
 AC5265;                    North         East    Units  Estimated Accuracy
 AC5265;SPC SD S     -   186,390.      784,720.      MT  (+/- 180 meters Scaled)
 AC5265
 AC5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP777710(NAD 83)
 AC5265
 AC5265                          SUPERSEDED SURVEY CONTROL
 AC5265
 AC5265.No superseded survey control is available for this station.
 AC5265
 AC5265_MARKER: DB = BENCH MARK DISK
 AC5265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5265_STAMPING: 37-94.12 1994
 AC5265_MARK LOGO: SDDT
 AC5265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5265+STABILITY: SURFACE MOTION
 AC5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5265+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5265
 AC5265  HISTORY     - Date     Condition        Report By
 AC5265  HISTORY     - 1994     MONUMENTED       SDDT
 AC5265  HISTORY     - 19950630 GOOD             NGS
 AC5265  HISTORY     - 20120517 GOOD             INDIV
 AC5265
 AC5265                          STATION DESCRIPTION
 AC5265
 AC5265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5265'34.0 KM (21.10 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5265'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 211.6 M (694.2 FT)
 AC5265'NORTH OF MILEPOST 94, 24.4 M (80.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 AC5265'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AC5265'SOUTHWEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) WEST OF A FENCE, 0.2 M
 AC5265'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AC5265'GROUND SURFACE.
 AC5265
 AC5265                          STATION RECOVERY (2012)
 AC5265
 AC5265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5264 ***********************************************************************
 AC5264  DESIGNATION -  37 095.12
 AC5264  PID         -  AC5264
 AC5264  STATE/COUNTY-  SD/SANBORN
 AC5264  COUNTRY     -  US
 AC5264  USGS QUAD   -  FORESTBURG (2017)
 AC5264
 AC5264                         *CURRENT SURVEY CONTROL
 AC5264  ______________________________________________________________________
 AC5264* NAD 83(1986) POSITION- 44 00 10.     (N) 098 01 54.     (W)   SCALED
 AC5264* NAVD 88 ORTHO HEIGHT -   393.075 (meters)     1289.61  (feet) ADJUSTED
 AC5264  ______________________________________________________________________
 AC5264  GEOID HEIGHT    -        -25.653 (meters)                     GEOID18
 AC5264  DYNAMIC HEIGHT  -        392.994 (meters)     1289.35  (feet) COMP
 AC5264  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 AC5264
 AC5264  VERT ORDER      -  FIRST     CLASS II
 AC5264
 AC5264.The horizontal coordinates were scaled from a map and have
 AC5264.an estimated accuracy of +/- 6 seconds.
 AC5264
 AC5264.The orthometric height was determined by differential leveling and
 AC5264.adjusted by the NATIONAL GEODETIC SURVEY
 AC5264.in October 1997.
 AC5264
 AC5264.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5264.GEOID18 height accuracy estimate available here.
 AC5264
 AC5264.Click photographs - Photos may exist for this station.
 AC5264
 AC5264.The dynamic height is computed by dividing the NAVD 88
 AC5264.geopotential number by the normal gravity value computed on the
 AC5264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5264.degrees latitude (g = 980.6199 gals.).
 AC5264
 AC5264.The modeled gravity was interpolated from observed gravity values.
 AC5264
 AC5264;                    North         East    Units  Estimated Accuracy
 AC5264;SPC SD S     -   188,020.      784,560.      MT  (+/- 180 meters Scaled)
 AC5264
 AC5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP776726(NAD 83)
 AC5264
 AC5264                          SUPERSEDED SURVEY CONTROL
 AC5264
 AC5264.No superseded survey control is available for this station.
 AC5264
 AC5264_MARKER: DB = BENCH MARK DISK
 AC5264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5264_STAMPING: 37-95.12 1994
 AC5264_MARK LOGO: SDDT
 AC5264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5264+STABILITY: SURFACE MOTION
 AC5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5264+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5264
 AC5264  HISTORY     - Date     Condition        Report By
 AC5264  HISTORY     - 1994     MONUMENTED       SDDT
 AC5264  HISTORY     - 19950630 GOOD             NGS
 AC5264  HISTORY     - 20120517 MARK NOT FOUND   INDIV
 AC5264
 AC5264                          STATION DESCRIPTION
 AC5264
 AC5264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5264'35.6 KM (22.10 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5264'OF INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), 221.6 M (727.0 FT)
 AC5264'NORTH OF MILEPOST 95, 22.7 M (74.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 AC5264'6.6 M (21.7 FT) WEST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL
 AC5264'OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHEAST OF A T-FENCE CORNER, 0.3 M
 AC5264'(1.0 FT) EAST OF A FENCE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND
 AC5264'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5264
 AC5264                          STATION RECOVERY (2012)
 AC5264
 AC5264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC5264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5253 ***********************************************************************
 AC5253  DESIGNATION -  37 106.19
 AC5253  PID         -  AC5253
 AC5253  STATE/COUNTY-  SD/SANBORN
 AC5253  COUNTRY     -  US
 AC5253  USGS QUAD   -  FORESTBURG SW (2017)
 AC5253
 AC5253                         *CURRENT SURVEY CONTROL
 AC5253  ______________________________________________________________________
 AC5253* NAD 83(1986) POSITION- 44 03 38.     (N) 098 12 37.     (W)   SCALED
 AC5253* NAVD 88 ORTHO HEIGHT -   395.335 (meters)     1297.03  (feet) ADJUSTED
 AC5253  ______________________________________________________________________
 AC5253  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 AC5253  DYNAMIC HEIGHT  -        395.256 (meters)     1296.77  (feet) COMP
 AC5253  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 AC5253
 AC5253  VERT ORDER      -  FIRST     CLASS II
 AC5253
 AC5253.The horizontal coordinates were scaled from a map and have
 AC5253.an estimated accuracy of +/- 6 seconds.
 AC5253
 AC5253.The orthometric height was determined by differential leveling and
 AC5253.adjusted by the NATIONAL GEODETIC SURVEY
 AC5253.in October 1997.
 AC5253
 AC5253.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5253.GEOID18 height accuracy estimate available here.
 AC5253
 AC5253.Click photographs - Photos may exist for this station.
 AC5253
 AC5253.The dynamic height is computed by dividing the NAVD 88
 AC5253.geopotential number by the normal gravity value computed on the
 AC5253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5253.degrees latitude (g = 980.6199 gals.).
 AC5253
 AC5253.The modeled gravity was interpolated from observed gravity values.
 AC5253
 AC5253;                    North         East    Units  Estimated Accuracy
 AC5253;SPC SD S     -   194,060.      770,080.      MT  (+/- 180 meters Scaled)
 AC5253
 AC5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP632789(NAD 83)
 AC5253
 AC5253                          SUPERSEDED SURVEY CONTROL
 AC5253
 AC5253.No superseded survey control is available for this station.
 AC5253
 AC5253_MARKER: DD = SURVEY DISK
 AC5253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5253_STAMPING: 37 106.19
 AC5253_MARK LOGO: SDDT
 AC5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5253+STABILITY: SURFACE MOTION
 AC5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5253+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5253
 AC5253  HISTORY     - Date     Condition        Report By
 AC5253  HISTORY     - UNK      MONUMENTED       SDDT
 AC5253  HISTORY     - 19950630 GOOD             NGS
 AC5253  HISTORY     - 20120517 GOOD             INDIV
 AC5253
 AC5253                          STATION DESCRIPTION
 AC5253
 AC5253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5253'34.3 KM (21.30 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5253'OF U.S. HIGHWAY 14 IN HURON, 308.0 M (1010.5 FT) NORTH OF MILEPOST
 AC5253'106, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5253'OF THE HIGHWAY, 9.1 M (29.9 FT) NORTH OF THE CENTER OF A FIELD
 AC5253'ENTRANCE AND GATE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3
 AC5253'M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 AC5253'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5253
 AC5253                          STATION RECOVERY (2012)
 AC5253
 AC5253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5252 ***********************************************************************
 AC5252  DESIGNATION -  37 107.31
 AC5252  PID         -  AC5252
 AC5252  STATE/COUNTY-  SD/SANBORN
 AC5252  COUNTRY     -  US
 AC5252  USGS QUAD   -  FORESTBURG SW (2017)
 AC5252
 AC5252                         *CURRENT SURVEY CONTROL
 AC5252  ______________________________________________________________________
 AC5252* NAD 83(1986) POSITION- 44 04 34.     (N) 098 12 38.     (W)   SCALED
 AC5252* NAVD 88 ORTHO HEIGHT -   393.533 (meters)     1291.12  (feet) ADJUSTED
 AC5252  ______________________________________________________________________
 AC5252  GEOID HEIGHT    -        -25.493 (meters)                     GEOID18
 AC5252  DYNAMIC HEIGHT  -        393.455 (meters)     1290.86  (feet) COMP
 AC5252  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 AC5252
 AC5252  VERT ORDER      -  FIRST     CLASS II
 AC5252
 AC5252.The horizontal coordinates were scaled from a map and have
 AC5252.an estimated accuracy of +/- 6 seconds.
 AC5252
 AC5252.The orthometric height was determined by differential leveling and
 AC5252.adjusted by the NATIONAL GEODETIC SURVEY
 AC5252.in October 1997.
 AC5252
 AC5252.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5252.GEOID18 height accuracy estimate available here.
 AC5252
 AC5252.Click photographs - Photos may exist for this station.
 AC5252
 AC5252.The dynamic height is computed by dividing the NAVD 88
 AC5252.geopotential number by the normal gravity value computed on the
 AC5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5252.degrees latitude (g = 980.6199 gals.).
 AC5252
 AC5252.The modeled gravity was interpolated from observed gravity values.
 AC5252
 AC5252;                    North         East    Units  Estimated Accuracy
 AC5252;SPC SD S     -   195,780.      770,010.      MT  (+/- 180 meters Scaled)
 AC5252
 AC5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP632806(NAD 83)
 AC5252
 AC5252                          SUPERSEDED SURVEY CONTROL
 AC5252
 AC5252.No superseded survey control is available for this station.
 AC5252
 AC5252_MARKER: DB = BENCH MARK DISK
 AC5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5252_STAMPING: 37 107.31 1290.46
 AC5252_MARK LOGO: SDDT
 AC5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5252+STABILITY: SURFACE MOTION
 AC5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5252+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5252
 AC5252  HISTORY     - Date     Condition        Report By
 AC5252  HISTORY     - UNK      MONUMENTED       SDDT
 AC5252  HISTORY     - 19950630 GOOD             NGS
 AC5252  HISTORY     - 20120517 GOOD             INDIV
 AC5252
 AC5252                          STATION DESCRIPTION
 AC5252
 AC5252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5252'32.6 KM (20.25 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5252'OF U.S. HIGHWAY 14 IN HURON, 460.0 M (1509.2 FT) NORTH OF MILEPOST
 AC5252'107, 31.4 M (103.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5252'OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AC5252'(1.0 FT) SOUTHWEST OF A T-FENCE CORNER, 0.2 M (0.7 FT) WEST OF A
 AC5252'WITNESS POST AND FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE
 AC5252'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AC5252
 AC5252                          STATION RECOVERY (2012)
 AC5252
 AC5252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5251 ***********************************************************************
 AC5251  CBN         -  This is a Cooperative Base Network Control Station.
 AC5251  DESIGNATION -  37 107.82
 AC5251  PID         -  AC5251
 AC5251  STATE/COUNTY-  SD/SANBORN
 AC5251  COUNTRY     -  US
 AC5251  USGS QUAD   -  FORESTBURG SW (2017)
 AC5251
 AC5251                         *CURRENT SURVEY CONTROL
 AC5251  ______________________________________________________________________
 AC5251* NAD 83(2011) POSITION- 44 05 01.60530(N) 098 12 35.92708(W)   ADJUSTED
 AC5251* NAD 83(2011) ELLIP HT-   368.593 (meters)        (06/27/12)   ADJUSTED
 AC5251* NAD 83(2011) EPOCH   -  2010.00
 AC5251* NAVD 88 ORTHO HEIGHT -   394.081 (meters)     1292.91  (feet) ADJUSTED
 AC5251  ______________________________________________________________________
 AC5251  GEOID HEIGHT    -        -25.483 (meters)                     GEOID18
 AC5251  NAD 83(2011) X  -   -655,353.815 (meters)                     COMP
 AC5251  NAD 83(2011) Y  - -4,542,235.964 (meters)                     COMP
 AC5251  NAD 83(2011) Z  -  4,415,039.628 (meters)                     COMP
 AC5251  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 AC5251  DYNAMIC HEIGHT  -        394.003 (meters)     1292.66  (feet) COMP
 AC5251  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 AC5251
 AC5251  VERT ORDER      -  FIRST     CLASS II
 AC5251
 AC5251  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5251  Standards:
 AC5251         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5251            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5251  -------------------------------------------------------------------
 AC5251  NETWORK    0.93   2.80           0.44   0.29   1.43     -0.09087991
 AC5251  -------------------------------------------------------------------
 AC5251  Click here for local accuracies and other accuracy information.
 AC5251
 AC5251.The horizontal coordinates were established by GPS observations
 AC5251.and adjusted by the National Geodetic Survey in June 2012.
 AC5251
 AC5251.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5251.been affixed to the stable North American tectonic plate. See 
 AC5251.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5251
 AC5251.The horizontal coordinates are valid at the epoch date displayed above
 AC5251.which is a decimal equivalence of Year/Month/Day.
 AC5251
 AC5251.The orthometric height was determined by differential leveling and
 AC5251.adjusted by the NATIONAL GEODETIC SURVEY
 AC5251.in October 1997.
 AC5251
 AC5251.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5251.GEOID18 height accuracy estimate available here.
 AC5251
 AC5251.Click photographs - Photos may exist for this station.
 AC5251
 AC5251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5251
 AC5251.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5251
 AC5251.The ellipsoidal height was determined by GPS observations
 AC5251.and is referenced to NAD 83.
 AC5251
 AC5251.The dynamic height is computed by dividing the NAVD 88
 AC5251.geopotential number by the normal gravity value computed on the
 AC5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5251.degrees latitude (g = 980.6199 gals.).
 AC5251
 AC5251.The modeled gravity was interpolated from observed gravity values.
 AC5251
 AC5251. The following values were computed from the NAD 83(2011) position.
 AC5251
 AC5251;                    North         East     Units Scale Factor Converg.
 AC5251;SPC SD S     -   196,636.943   770,037.522   MT  0.99993983   +1 27 53.3
 AC5251;SPC SD S     -   645,133.04  2,526,364.77   sFT  0.99993983   +1 27 53.3
 AC5251;UTM  14      - 4,881,481.467   563,250.043   MT  0.99964920   +0 32 58.7
 AC5251
 AC5251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5251!SPC SD S     -   0.99994221  x   0.99993983  =   0.99988204
 AC5251!UTM  14      -   0.99994221  x   0.99964920  =   0.99959143
 AC5251
 AC5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP6325081481(NAD 83)
 AC5251
 AC5251                          SUPERSEDED SURVEY CONTROL
 AC5251
 AC5251  NAD 83(2007)-  44 05 01.60538(N)    098 12 35.92796(W) AD(2002.00) 0
 AC5251  ELLIP H (02/10/07)  368.622  (m)                       GP(2002.00)    
 AC5251  ELLIP H (04/15/04)  368.616  (m)                       GP(       ) 2 1
 AC5251  NAD 83(1996)-  44 05 01.60493(N)    098 12 35.92761(W) AD(       ) B
 AC5251  ELLIP H (04/18/97)  368.656  (m)                       GP(       ) 4 1
 AC5251  NAVD 88 (04/18/97)  394.1    (m)  GEOID96  model used  GPS OBS        
 AC5251
 AC5251.Superseded values are not recommended for survey control.
 AC5251
 AC5251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5251.See file dsdata.pdf to determine how the superseded data were derived.
 AC5251
 AC5251_MARKER: Z = SEE DESCRIPTION
 AC5251_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5251_STAMPING: 37-107.82
 AC5251_MARK LOGO: NGS
 AC5251_PROJECTION: FLUSH
 AC5251_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5251+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5251_ROD/PIPE-DEPTH: 6.4 meters
 AC5251_SLEEVE-DEPTH  : 1.8 meters
 AC5251
 AC5251  HISTORY     - Date     Condition        Report By
 AC5251  HISTORY     - UNK      MONUMENTED       SDDT
 AC5251  HISTORY     - 19950630 GOOD             NGS
 AC5251  HISTORY     - 19951019 GOOD             NGS
 AC5251  HISTORY     - 20120517 GOOD             INDIV
 AC5251
 AC5251                          STATION DESCRIPTION
 AC5251
 AC5251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5251'31.8 KM (19.75 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5251'OF U.S. HIGHWAY 14 IN HURON, 263.0 M (862.9 FT) SOUTH OF MILEPOST 108,
 AC5251'32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5251'THE HIGHWAY, 16.0 M (52.5 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 AC5251'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF
 AC5251'A METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 AC5251'FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL THAT IS
 AC5251'EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED
 AC5251'STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC5251'AND THEN THROUGH A 4-INCH PVC CAP.
 AC5251
 AC5251                          STATION RECOVERY (1995)
 AC5251
 AC5251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 AC5251'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH OF HURON, AND 4.0
 AC5251'MI (6.4 KM) NORTHEAST OF WOONSOCKET, ON STATE HIGHWAY 37.
 AC5251'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC5251'JUNCTION OF STATE HIGHWAYS 34 AND 37 NORTH, 3.0 MI (4.8 KM) EAST OF
 AC5251'WOONSOCKET, GO NORTH ON STATE HIGHWAY 37 FOR 2.0 MI (3.2 KM) TO THE
 AC5251'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF
 AC5251'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC5251'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 32.1 M (105.3 FT) EAST OF THE
 AC5251'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 16.0 M (52.5 FT) NORTH
 AC5251'OF THE CENTER OF A GRAVELED ROAD, 5.5 M (18.0 FT) NORTH OF A FENCE
 AC5251'CORNER POST, 0.3 M (1.0 FT) EAST OF A METAL GUARD POST, AND 0.3 M (1.0
 AC5251'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AC5251'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC5251
 AC5251                          STATION RECOVERY (2012)
 AC5251
 AC5251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5250 ***********************************************************************
 AC5250  DESIGNATION -  37 108.31
 AC5250  PID         -  AC5250
 AC5250  STATE/COUNTY-  SD/SANBORN
 AC5250  COUNTRY     -  US
 AC5250  USGS QUAD   -  FORESTBURG SW (2017)
 AC5250
 AC5250                         *CURRENT SURVEY CONTROL
 AC5250  ______________________________________________________________________
 AC5250* NAD 83(1986) POSITION- 44 05 27.     (N) 098 12 38.     (W)   SCALED
 AC5250* NAVD 88 ORTHO HEIGHT -   394.006 (meters)     1292.67  (feet) ADJUSTED
 AC5250  ______________________________________________________________________
 AC5250  GEOID HEIGHT    -        -25.474 (meters)                     GEOID18
 AC5250  DYNAMIC HEIGHT  -        393.928 (meters)     1292.41  (feet) COMP
 AC5250  MODELED GRAVITY -    980,410.2   (mgal)                       NAVD 88
 AC5250
 AC5250  VERT ORDER      -  FIRST     CLASS II
 AC5250
 AC5250.The horizontal coordinates were scaled from a map and have
 AC5250.an estimated accuracy of +/- 6 seconds.
 AC5250
 AC5250.The orthometric height was determined by differential leveling and
 AC5250.adjusted by the NATIONAL GEODETIC SURVEY
 AC5250.in October 1997.
 AC5250
 AC5250.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5250.GEOID18 height accuracy estimate available here.
 AC5250
 AC5250.Click photographs - Photos may exist for this station.
 AC5250
 AC5250.The dynamic height is computed by dividing the NAVD 88
 AC5250.geopotential number by the normal gravity value computed on the
 AC5250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5250.degrees latitude (g = 980.6199 gals.).
 AC5250
 AC5250.The modeled gravity was interpolated from observed gravity values.
 AC5250
 AC5250;                    North         East    Units  Estimated Accuracy
 AC5250;SPC SD S     -   197,420.      769,970.      MT  (+/- 180 meters Scaled)
 AC5250
 AC5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP631822(NAD 83)
 AC5250
 AC5250                          SUPERSEDED SURVEY CONTROL
 AC5250
 AC5250.No superseded survey control is available for this station.
 AC5250
 AC5250_MARKER: DB = BENCH MARK DISK
 AC5250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5250_STAMPING: 37 108.31 1292.00
 AC5250_MARK LOGO: SDDT
 AC5250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5250+STABILITY: SURFACE MOTION
 AC5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5250+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AC5250
 AC5250  HISTORY     - Date     Condition        Report By
 AC5250  HISTORY     - UNK      MONUMENTED       SDDT
 AC5250  HISTORY     - 19950630 GOOD             NGS
 AC5250  HISTORY     - 20120517 GOOD             INDIV
 AC5250
 AC5250                          STATION DESCRIPTION
 AC5250
 AC5250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5250'31.0 KM (19.25 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5250'OF U.S. HIGHWAY 14 IN HURON, 520.0 M (1706.0 FT) NORTH OF MILEPOST
 AC5250'108, 31.9 M (104.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5250'OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A T-FENCE CORNER, 0.5 M (1.6
 AC5250'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 AC5250'POST AND FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 AC5250'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AC5250
 AC5250                          STATION RECOVERY (2012)
 AC5250
 AC5250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5249 ***********************************************************************
 AC5249  DESIGNATION -  37 109.30
 AC5249  PID         -  AC5249
 AC5249  STATE/COUNTY-  SD/SANBORN
 AC5249  COUNTRY     -  US
 AC5249  USGS QUAD   -  FORESTBURG SW (2017)
 AC5249
 AC5249                         *CURRENT SURVEY CONTROL
 AC5249  ______________________________________________________________________
 AC5249* NAD 83(1986) POSITION- 44 06 19.     (N) 098 12 36.     (W)   SCALED
 AC5249* NAVD 88 ORTHO HEIGHT -   394.787 (meters)     1295.23  (feet) ADJUSTED
 AC5249  ______________________________________________________________________
 AC5249  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 AC5249  DYNAMIC HEIGHT  -        394.710 (meters)     1294.98  (feet) COMP
 AC5249  MODELED GRAVITY -    980,411.6   (mgal)                       NAVD 88
 AC5249
 AC5249  VERT ORDER      -  FIRST     CLASS II
 AC5249
 AC5249.The horizontal coordinates were scaled from a map and have
 AC5249.an estimated accuracy of +/- 6 seconds.
 AC5249
 AC5249.The orthometric height was determined by differential leveling and
 AC5249.adjusted by the NATIONAL GEODETIC SURVEY
 AC5249.in October 1997.
 AC5249
 AC5249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5249.GEOID18 height accuracy estimate available here.
 AC5249
 AC5249.Click photographs - Photos may exist for this station.
 AC5249
 AC5249.The dynamic height is computed by dividing the NAVD 88
 AC5249.geopotential number by the normal gravity value computed on the
 AC5249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5249.degrees latitude (g = 980.6199 gals.).
 AC5249
 AC5249.The modeled gravity was interpolated from observed gravity values.
 AC5249
 AC5249;                    North         East    Units  Estimated Accuracy
 AC5249;SPC SD S     -   199,030.      769,980.      MT  (+/- 180 meters Scaled)
 AC5249
 AC5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP632838(NAD 83)
 AC5249
 AC5249                          SUPERSEDED SURVEY CONTROL
 AC5249
 AC5249.No superseded survey control is available for this station.
 AC5249
 AC5249_MARKER: DB = BENCH MARK DISK
 AC5249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5249_STAMPING: 37 109.30 1294.55
 AC5249_MARK LOGO: SDDT
 AC5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5249+STABILITY: SURFACE MOTION
 AC5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5249+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 AC5249
 AC5249  HISTORY     - Date     Condition        Report By
 AC5249  HISTORY     - UNK      MONUMENTED       SDDT
 AC5249  HISTORY     - 19950630 GOOD             NGS
 AC5249  HISTORY     - 20120518 GOOD             INDIV
 AC5249
 AC5249                          STATION DESCRIPTION
 AC5249
 AC5249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5249'29.4 KM (18.25 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5249'OF U.S. HIGHWAY 14 IN HURON, 520.0 M (1706.0 FT) NORTH OF MILEPOST
 AC5249'109, 31.9 M (104.7 FT) EAST OF FT) NORTH OF A UTILITY POLE WITH 2 GUY
 AC5249'CABLES, 16.7 M (54.8 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND
 AC5249'GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AC5249'WEST OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS
 AC5249'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5249
 AC5249                          STATION RECOVERY (2012)
 AC5249
 AC5249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5248 ***********************************************************************
 AC5248  DESIGNATION -  37 110.35
 AC5248  PID         -  AC5248
 AC5248  STATE/COUNTY-  SD/SANBORN
 AC5248  COUNTRY     -  US
 AC5248  USGS QUAD   -  FORESTBURG SW (2017)
 AC5248
 AC5248                         *CURRENT SURVEY CONTROL
 AC5248  ______________________________________________________________________
 AC5248* NAD 83(1986) POSITION- 44 07 10.     (N) 098 12 37.     (W)   SCALED
 AC5248* NAVD 88 ORTHO HEIGHT -   393.927 (meters)     1292.41  (feet) ADJUSTED
 AC5248  ______________________________________________________________________
 AC5248  GEOID HEIGHT    -        -25.436 (meters)                     GEOID18
 AC5248  DYNAMIC HEIGHT  -        393.851 (meters)     1292.16  (feet) COMP
 AC5248  MODELED GRAVITY -    980,413.0   (mgal)                       NAVD 88
 AC5248
 AC5248  VERT ORDER      -  FIRST     CLASS II
 AC5248
 AC5248.The horizontal coordinates were scaled from a map and have
 AC5248.an estimated accuracy of +/- 6 seconds.
 AC5248
 AC5248.The orthometric height was determined by differential leveling and
 AC5248.adjusted by the NATIONAL GEODETIC SURVEY
 AC5248.in October 1997.
 AC5248
 AC5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5248.GEOID18 height accuracy estimate available here.
 AC5248
 AC5248.Click photographs - Photos may exist for this station.
 AC5248
 AC5248.The dynamic height is computed by dividing the NAVD 88
 AC5248.geopotential number by the normal gravity value computed on the
 AC5248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5248.degrees latitude (g = 980.6199 gals.).
 AC5248
 AC5248.The modeled gravity was interpolated from observed gravity values.
 AC5248
 AC5248;                    North         East    Units  Estimated Accuracy
 AC5248;SPC SD S     -   200,600.      769,910.      MT  (+/- 180 meters Scaled)
 AC5248
 AC5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP631854(NAD 83)
 AC5248
 AC5248                          SUPERSEDED SURVEY CONTROL
 AC5248
 AC5248.No superseded survey control is available for this station.
 AC5248
 AC5248_MARKER: DD = SURVEY DISK
 AC5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5248_STAMPING: 37-110.35
 AC5248_MARK LOGO: SDDT
 AC5248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5248+STABILITY: SURFACE MOTION
 AC5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5248+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5248
 AC5248  HISTORY     - Date     Condition        Report By
 AC5248  HISTORY     - UNK      MONUMENTED       SDDT
 AC5248  HISTORY     - 19950630 GOOD             NGS
 AC5248
 AC5248                          STATION DESCRIPTION
 AC5248
 AC5248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5248'27.8 KM (17.25 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5248'OF U.S. HIGHWAY 14 IN HURON, 478.0 M (1568.2 FT) NORTH OF MILEPOST
 AC5248'110, 31.7 M (104.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5248'OF THE HIGHWAY, 31.4 M (103.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY,
 AC5248'0.8 M (2.6 FT) SOUTHWEST OF A RIGHT-OF-WAY POST, 0.5 M (1.6 FT) BELOW
 AC5248'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND
 AC5248'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5247 ***********************************************************************
 AC5247  DESIGNATION -  37 111.13
 AC5247  PID         -  AC5247
 AC5247  STATE/COUNTY-  SD/SANBORN
 AC5247  COUNTRY     -  US
 AC5247  USGS QUAD   -  FORESTBURG NW (2017)
 AC5247
 AC5247                         *CURRENT SURVEY CONTROL
 AC5247  ______________________________________________________________________
 AC5247* NAD 83(1986) POSITION- 44 08 03.     (N) 098 12 37.     (W)   SCALED
 AC5247* NAVD 88 ORTHO HEIGHT -   392.020 (meters)     1286.15  (feet) ADJUSTED
 AC5247  ______________________________________________________________________
 AC5247  GEOID HEIGHT    -        -25.417 (meters)                     GEOID18
 AC5247  DYNAMIC HEIGHT  -        391.944 (meters)     1285.90  (feet) COMP
 AC5247  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 AC5247
 AC5247  VERT ORDER      -  FIRST     CLASS II
 AC5247
 AC5247.The horizontal coordinates were scaled from a map and have
 AC5247.an estimated accuracy of +/- 6 seconds.
 AC5247
 AC5247.The orthometric height was determined by differential leveling and
 AC5247.adjusted by the NATIONAL GEODETIC SURVEY
 AC5247.in October 1997.
 AC5247
 AC5247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5247.GEOID18 height accuracy estimate available here.
 AC5247
 AC5247.Click photographs - Photos may exist for this station.
 AC5247
 AC5247.The dynamic height is computed by dividing the NAVD 88
 AC5247.geopotential number by the normal gravity value computed on the
 AC5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5247.degrees latitude (g = 980.6199 gals.).
 AC5247
 AC5247.The modeled gravity was interpolated from observed gravity values.
 AC5247
 AC5247;                    North         East    Units  Estimated Accuracy
 AC5247;SPC SD S     -   202,230.      769,870.      MT  (+/- 180 meters Scaled)
 AC5247
 AC5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP631870(NAD 83)
 AC5247
 AC5247                          SUPERSEDED SURVEY CONTROL
 AC5247
 AC5247.No superseded survey control is available for this station.
 AC5247
 AC5247_MARKER: DB = BENCH MARK DISK
 AC5247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5247_STAMPING: 37 111.13 1285.46
 AC5247_MARK LOGO: SDDT
 AC5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5247+STABILITY: SURFACE MOTION
 AC5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5247+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5247
 AC5247  HISTORY     - Date     Condition        Report By
 AC5247  HISTORY     - UNK      MONUMENTED       SDDT
 AC5247  HISTORY     - 19950630 GOOD             NGS
 AC5247
 AC5247                          STATION DESCRIPTION
 AC5247
 AC5247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5247'26.1 KM (16.20 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5247'OF U.S. HIGHWAY 14 IN HURON, 564.0 M (1850.4 FT) NORTH OF MILEPOST
 AC5247'111, 31.7 M (104.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5247'OF THE HIGHWAY, 1.1 M (3.6 FT) NORTH OF A T-FENCE CORNER, 1.0 M (3.3
 AC5247'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS
 AC5247'POST AND FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE
 AC5247'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5246 ***********************************************************************
 AC5246  DESIGNATION -  37 112.12
 AC5246  PID         -  AC5246
 AC5246  STATE/COUNTY-  SD/SANBORN
 AC5246  COUNTRY     -  US
 AC5246  USGS QUAD   -  FORESTBURG NW (2017)
 AC5246
 AC5246                         *CURRENT SURVEY CONTROL
 AC5246  ______________________________________________________________________
 AC5246* NAD 83(1986) POSITION- 44 08 45.     (N) 098 12 36.     (W)   SCALED
 AC5246* NAVD 88 ORTHO HEIGHT -   393.090 (meters)     1289.66  (feet) ADJUSTED
 AC5246  ______________________________________________________________________
 AC5246  GEOID HEIGHT    -        -25.401 (meters)                     GEOID18
 AC5246  DYNAMIC HEIGHT  -        393.015 (meters)     1289.42  (feet) COMP
 AC5246  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 AC5246
 AC5246  VERT ORDER      -  FIRST     CLASS II
 AC5246
 AC5246.The horizontal coordinates were scaled from a map and have
 AC5246.an estimated accuracy of +/- 6 seconds.
 AC5246
 AC5246.The orthometric height was determined by differential leveling and
 AC5246.adjusted by the NATIONAL GEODETIC SURVEY
 AC5246.in October 1997.
 AC5246
 AC5246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5246.GEOID18 height accuracy estimate available here.
 AC5246
 AC5246.Click photographs - Photos may exist for this station.
 AC5246
 AC5246.The dynamic height is computed by dividing the NAVD 88
 AC5246.geopotential number by the normal gravity value computed on the
 AC5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5246.degrees latitude (g = 980.6199 gals.).
 AC5246
 AC5246.The modeled gravity was interpolated from observed gravity values.
 AC5246
 AC5246;                    North         East    Units  Estimated Accuracy
 AC5246;SPC SD S     -   203,530.      769,860.      MT  (+/- 180 meters Scaled)
 AC5246
 AC5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP631883(NAD 83)
 AC5246
 AC5246                          SUPERSEDED SURVEY CONTROL
 AC5246
 AC5246.No superseded survey control is available for this station.
 AC5246
 AC5246_MARKER: DB = BENCH MARK DISK
 AC5246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5246_STAMPING: 37-112.12 1288.95
 AC5246_MARK LOGO: SDDT
 AC5246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5246+STABILITY: SURFACE MOTION
 AC5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5246+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5246
 AC5246  HISTORY     - Date     Condition        Report By
 AC5246  HISTORY     - UNK      MONUMENTED       SDDT
 AC5246  HISTORY     - 19950630 GOOD             NGS
 AC5246
 AC5246                          STATION DESCRIPTION
 AC5246
 AC5246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5246'24.9 KM (15.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5246'OF U.S. HIGHWAY 14 IN HURON, 225.0 M (738.2 FT) NORTH OF MILEPOST 112,
 AC5246'31.9 M (104.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5246'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, 0.3 M
 AC5246'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A
 AC5246'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5245 ***********************************************************************
 AC5245  DESIGNATION -  37 112.85
 AC5245  PID         -  AC5245
 AC5245  STATE/COUNTY-  SD/SANBORN
 AC5245  COUNTRY     -  US
 AC5245  USGS QUAD   -  FORESTBURG NW (2017)
 AC5245
 AC5245                         *CURRENT SURVEY CONTROL
 AC5245  ______________________________________________________________________
 AC5245* NAD 83(1986) POSITION- 44 09 22.     (N) 098 12 35.     (W)   SCALED
 AC5245* NAVD 88 ORTHO HEIGHT -   404.349 (meters)     1326.60  (feet) ADJUSTED
 AC5245  ______________________________________________________________________
 AC5245  GEOID HEIGHT    -        -25.386 (meters)                     GEOID18
 AC5245  DYNAMIC HEIGHT  -        404.272 (meters)     1326.35  (feet) COMP
 AC5245  MODELED GRAVITY -    980,416.4   (mgal)                       NAVD 88
 AC5245
 AC5245  VERT ORDER      -  FIRST     CLASS II
 AC5245
 AC5245.The horizontal coordinates were scaled from a map and have
 AC5245.an estimated accuracy of +/- 6 seconds.
 AC5245
 AC5245.The orthometric height was determined by differential leveling and
 AC5245.adjusted by the NATIONAL GEODETIC SURVEY
 AC5245.in October 1997.
 AC5245
 AC5245.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5245.GEOID18 height accuracy estimate available here.
 AC5245
 AC5245.Click photographs - Photos may exist for this station.
 AC5245
 AC5245.The dynamic height is computed by dividing the NAVD 88
 AC5245.geopotential number by the normal gravity value computed on the
 AC5245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5245.degrees latitude (g = 980.6199 gals.).
 AC5245
 AC5245.The modeled gravity was interpolated from observed gravity values.
 AC5245
 AC5245;                    North         East    Units  Estimated Accuracy
 AC5245;SPC SD S     -   204,670.      769,850.      MT  (+/- 180 meters Scaled)
 AC5245
 AC5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP631895(NAD 83)
 AC5245
 AC5245                          SUPERSEDED SURVEY CONTROL
 AC5245
 AC5245.No superseded survey control is available for this station.
 AC5245
 AC5245_MARKER: Z = SEE DESCRIPTION
 AC5245_SETTING: 0 = UNSPECIFIED SETTING
 AC5245_STAMPING: 37-112.85
 AC5245_PROJECTION: FLUSH
 AC5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5245+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5245_ROD/PIPE-DEPTH: 6.4 meters
 AC5245_SLEEVE-DEPTH  : 2.0 meters
 AC5245
 AC5245  HISTORY     - Date     Condition        Report By
 AC5245  HISTORY     - UNK      MONUMENTED       SDDT
 AC5245  HISTORY     - 19950630 GOOD             NGS
 AC5245
 AC5245                          STATION DESCRIPTION
 AC5245
 AC5245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5245'23.8 KM (14.80 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5245'OF U.S. HIGHWAY 14 IN HURON, 243.0 M (797.2 FT) SOUTH OF MILEPOST 113,
 AC5245'31.9 M (104.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5245'THE HIGHWAY, 12.1 M (39.7 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 AC5245'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF
 AC5245'A METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 AC5245'FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL THAT IS
 AC5245'EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED
 AC5245'STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC5245'AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5244 ***********************************************************************
 AC5244  DESIGNATION -  37 113.20
 AC5244  PID         -  AC5244
 AC5244  STATE/COUNTY-  SD/SANBORN
 AC5244  COUNTRY     -  US
 AC5244  USGS QUAD   -  FORESTBURG NW (2017)
 AC5244
 AC5244                         *CURRENT SURVEY CONTROL
 AC5244  ______________________________________________________________________
 AC5244* NAD 83(1986) POSITION- 44 09 41.     (N) 098 12 35.     (W)   SCALED
 AC5244* NAVD 88 ORTHO HEIGHT -   405.393 (meters)     1330.03  (feet) ADJUSTED
 AC5244  ______________________________________________________________________
 AC5244  GEOID HEIGHT    -        -25.378 (meters)                     GEOID18
 AC5244  DYNAMIC HEIGHT  -        405.316 (meters)     1329.77  (feet) COMP
 AC5244  MODELED GRAVITY -    980,416.9   (mgal)                       NAVD 88
 AC5244
 AC5244  VERT ORDER      -  FIRST     CLASS II
 AC5244
 AC5244.The horizontal coordinates were scaled from a map and have
 AC5244.an estimated accuracy of +/- 6 seconds.
 AC5244
 AC5244.The orthometric height was determined by differential leveling and
 AC5244.adjusted by the NATIONAL GEODETIC SURVEY
 AC5244.in October 1997.
 AC5244
 AC5244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5244.GEOID18 height accuracy estimate available here.
 AC5244
 AC5244.Click photographs - Photos may exist for this station.
 AC5244
 AC5244.The dynamic height is computed by dividing the NAVD 88
 AC5244.geopotential number by the normal gravity value computed on the
 AC5244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5244.degrees latitude (g = 980.6199 gals.).
 AC5244
 AC5244.The modeled gravity was interpolated from observed gravity values.
 AC5244
 AC5244;                    North         East    Units  Estimated Accuracy
 AC5244;SPC SD S     -   205,260.      769,840.      MT  (+/- 180 meters Scaled)
 AC5244
 AC5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP631901(NAD 83)
 AC5244
 AC5244                          SUPERSEDED SURVEY CONTROL
 AC5244
 AC5244.No superseded survey control is available for this station.
 AC5244
 AC5244_MARKER: DB = BENCH MARK DISK
 AC5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5244_STAMPING: 37 113.20 1329.35
 AC5244_MARK LOGO: SDDT
 AC5244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5244+STABILITY: SURFACE MOTION
 AC5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5244+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5244
 AC5244  HISTORY     - Date     Condition        Report By
 AC5244  HISTORY     - UNK      MONUMENTED       SDDT
 AC5244  HISTORY     - 19950630 GOOD             NGS
 AC5244
 AC5244                          STATION DESCRIPTION
 AC5244
 AC5244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5244'23.1 KM (14.35 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5244'OF U.S. HIGHWAY 14 IN HURON, 371.0 M (1217.2 FT) NORTH OF MILEPOST
 AC5244'114, 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5244'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW
 AC5244'THE LEVEL OF THE HIGHWAY, NEAR THE CENTER OF 2 WITNESS POSTS, AND THE
 AC5244'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5243 ***********************************************************************
 AC5243  DESIGNATION -  37 114.37
 AC5243  PID         -  AC5243
 AC5243  STATE/COUNTY-  SD/SANBORN
 AC5243  COUNTRY     -  US
 AC5243  USGS QUAD   -  FORESTBURG NW (2017)
 AC5243
 AC5243                         *CURRENT SURVEY CONTROL
 AC5243  ______________________________________________________________________
 AC5243* NAD 83(1986) POSITION- 44 10 40.     (N) 098 12 39.     (W)   SCALED
 AC5243* NAVD 88 ORTHO HEIGHT -   399.747 (meters)     1311.50  (feet) ADJUSTED
 AC5243  ______________________________________________________________________
 AC5243  GEOID HEIGHT    -        -25.353 (meters)                     GEOID18
 AC5243  DYNAMIC HEIGHT  -        399.672 (meters)     1311.26  (feet) COMP
 AC5243  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 AC5243
 AC5243  VERT ORDER      -  FIRST     CLASS II
 AC5243
 AC5243.The horizontal coordinates were scaled from a map and have
 AC5243.an estimated accuracy of +/- 6 seconds.
 AC5243
 AC5243.The orthometric height was determined by differential leveling and
 AC5243.adjusted by the NATIONAL GEODETIC SURVEY
 AC5243.in October 1997.
 AC5243
 AC5243.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5243.GEOID18 height accuracy estimate available here.
 AC5243
 AC5243.Click photographs - Photos may exist for this station.
 AC5243
 AC5243.The dynamic height is computed by dividing the NAVD 88
 AC5243.geopotential number by the normal gravity value computed on the
 AC5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5243.degrees latitude (g = 980.6199 gals.).
 AC5243
 AC5243.The modeled gravity was interpolated from observed gravity values.
 AC5243
 AC5243;                    North         East    Units  Estimated Accuracy
 AC5243;SPC SD S     -   207,080.      769,700.      MT  (+/- 180 meters Scaled)
 AC5243
 AC5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP630919(NAD 83)
 AC5243
 AC5243                          SUPERSEDED SURVEY CONTROL
 AC5243
 AC5243.No superseded survey control is available for this station.
 AC5243
 AC5243_MARKER: DB = BENCH MARK DISK
 AC5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5243_STAMPING: 37-114.37 1994
 AC5243_MARK LOGO: SDDT
 AC5243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5243+STABILITY: SURFACE MOTION
 AC5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5243+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5243
 AC5243  HISTORY     - Date     Condition        Report By
 AC5243  HISTORY     - 1994     MONUMENTED       SDDT
 AC5243  HISTORY     - 19950630 GOOD             NGS
 AC5243
 AC5243                          STATION DESCRIPTION
 AC5243
 AC5243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5243'21.3 KM (13.25 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5243'OF U.S. HIGHWAY 14 IN HURON, 594.0 M (1948.8 FT) NORTH OF MILEPOST
 AC5243'114, 31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5243'OF THE HIGHWAY, 11.7 M (38.4 FT) NORTH OF A T-FENCE CORNER, 1.0 M (3.3
 AC5243'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A FENCE,
 AC5243'NEAR THE CENTER OF 2 WITNESS POSTS, AND THE MONUMENT IS FLUSH WITH THE
 AC5243'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5242 ***********************************************************************
 AC5242  DESIGNATION -  37 115.27
 AC5242  PID         -  AC5242
 AC5242  STATE/COUNTY-  SD/SANBORN
 AC5242  COUNTRY     -  US
 AC5242  USGS QUAD   -  FORESTBURG NW (2017)
 AC5242
 AC5242                         *CURRENT SURVEY CONTROL
 AC5242  ______________________________________________________________________
 AC5242* NAD 83(1986) POSITION- 44 11 29.     (N) 098 12 44.     (W)   SCALED
 AC5242* NAVD 88 ORTHO HEIGHT -   396.930 (meters)     1302.26  (feet) ADJUSTED
 AC5242  ______________________________________________________________________
 AC5242  GEOID HEIGHT    -        -25.331 (meters)                     GEOID18
 AC5242  DYNAMIC HEIGHT  -        396.856 (meters)     1302.02  (feet) COMP
 AC5242  MODELED GRAVITY -    980,419.7   (mgal)                       NAVD 88
 AC5242
 AC5242  VERT ORDER      -  FIRST     CLASS II
 AC5242
 AC5242.The horizontal coordinates were scaled from a map and have
 AC5242.an estimated accuracy of +/- 6 seconds.
 AC5242
 AC5242.The orthometric height was determined by differential leveling and
 AC5242.adjusted by the NATIONAL GEODETIC SURVEY
 AC5242.in October 1997.
 AC5242
 AC5242.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5242.GEOID18 height accuracy estimate available here.
 AC5242
 AC5242.Click photographs - Photos may exist for this station.
 AC5242
 AC5242.The dynamic height is computed by dividing the NAVD 88
 AC5242.geopotential number by the normal gravity value computed on the
 AC5242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5242.degrees latitude (g = 980.6199 gals.).
 AC5242
 AC5242.The modeled gravity was interpolated from observed gravity values.
 AC5242
 AC5242;                    North         East    Units  Estimated Accuracy
 AC5242;SPC SD S     -   208,590.      769,550.      MT  (+/- 180 meters Scaled)
 AC5242
 AC5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP629934(NAD 83)
 AC5242
 AC5242                          SUPERSEDED SURVEY CONTROL
 AC5242
 AC5242.No superseded survey control is available for this station.
 AC5242
 AC5242_MARKER: DB = BENCH MARK DISK
 AC5242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5242_STAMPING: 37-115.27 1994
 AC5242_MARK LOGO: SDDT
 AC5242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5242+STABILITY: SURFACE MOTION
 AC5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5242+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5242
 AC5242  HISTORY     - Date     Condition        Report By
 AC5242  HISTORY     - 1994     MONUMENTED       SDDT
 AC5242  HISTORY     - 19950630 GOOD             NGS
 AC5242
 AC5242                          STATION DESCRIPTION
 AC5242
 AC5242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5242'19.8 KM (12.30 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5242'OF U.S. HIGHWAY 14 IN HURON, 456.0 M (1496.1 FT) NORTH OF MILEPOST
 AC5242'115, 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5242'OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AC5242'(1.6 FT) WEST OF A FENCE, NEAR THE CENTER OF 2 WITNESS POSTS, AND THE
 AC5242'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5241 ***********************************************************************
 AC5241  DESIGNATION -  37 116.18
 AC5241  PID         -  AC5241
 AC5241  STATE/COUNTY-  SD/BEADLE
 AC5241  COUNTRY     -  US
 AC5241  USGS QUAD   -  FORESTBURG NW (2017)
 AC5241
 AC5241                         *CURRENT SURVEY CONTROL
 AC5241  ______________________________________________________________________
 AC5241* NAD 83(1986) POSITION- 44 12 14.     (N) 098 12 48.     (W)   SCALED
 AC5241* NAVD 88 ORTHO HEIGHT -   396.200 (meters)     1299.87  (feet) ADJUSTED
 AC5241  ______________________________________________________________________
 AC5241  GEOID HEIGHT    -        -25.310 (meters)                     GEOID18
 AC5241  DYNAMIC HEIGHT  -        396.127 (meters)     1299.63  (feet) COMP
 AC5241  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 AC5241
 AC5241  VERT ORDER      -  FIRST     CLASS II
 AC5241
 AC5241.The horizontal coordinates were scaled from a map and have
 AC5241.an estimated accuracy of +/- 6 seconds.
 AC5241
 AC5241.The orthometric height was determined by differential leveling and
 AC5241.adjusted by the NATIONAL GEODETIC SURVEY
 AC5241.in October 1997.
 AC5241
 AC5241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5241.GEOID18 height accuracy estimate available here.
 AC5241
 AC5241.Click photographs - Photos may exist for this station.
 AC5241
 AC5241.The dynamic height is computed by dividing the NAVD 88
 AC5241.geopotential number by the normal gravity value computed on the
 AC5241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5241.degrees latitude (g = 980.6199 gals.).
 AC5241
 AC5241.The modeled gravity was interpolated from observed gravity values.
 AC5241
 AC5241;                    North         East    Units  Estimated Accuracy
 AC5241;SPC SD N     -    42,750.      742,810.      MT  (+/- 180 meters Scaled)
 AC5241
 AC5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP628948(NAD 83)
 AC5241
 AC5241                          SUPERSEDED SURVEY CONTROL
 AC5241
 AC5241.No superseded survey control is available for this station.
 AC5241
 AC5241_MARKER: DB = BENCH MARK DISK
 AC5241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5241_STAMPING: 37 116.18 1994
 AC5241_MARK LOGO: SDDT
 AC5241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5241+STABILITY: SURFACE MOTION
 AC5241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5241+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5241
 AC5241  HISTORY     - Date     Condition        Report By
 AC5241  HISTORY     - 1994     MONUMENTED       SDDT
 AC5241  HISTORY     - 19950630 GOOD             NGS
 AC5241
 AC5241                          STATION DESCRIPTION
 AC5241
 AC5241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5241'18.5 KM (11.50 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5241'OF U.S. HIGHWAY 14 IN HURON, 296.0 M (971.1 FT) NORTH OF MILEPOST 116,
 AC5241'31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5241'THE HIGHWAY, 15.1 M (49.5 FT) NORTH OF THE CENTER OF A DRIVEWAY, 0.5 M
 AC5241'(1.6 FT) NORTHWEST OF A RIGHT-OF-WAY POST, 0.3 M (1.0 FT) BELOW THE
 AC5241'LEVEL OF THE HIGHWAY, NEAR THE CENTER OF 2 WITNESS POSTS, AND THE
 AC5241'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5240 ***********************************************************************
 AC5240  DESIGNATION -  37 116.96
 AC5240  PID         -  AC5240
 AC5240  STATE/COUNTY-  SD/BEADLE
 AC5240  COUNTRY     -  US
 AC5240  USGS QUAD   -  FORESTBURG NW (2017)
 AC5240
 AC5240                         *CURRENT SURVEY CONTROL
 AC5240  ______________________________________________________________________
 AC5240* NAD 83(1986) POSITION- 44 12 55.     (N) 098 12 48.     (W)   SCALED
 AC5240* NAVD 88 ORTHO HEIGHT -   395.801 (meters)     1298.56  (feet) ADJUSTED
 AC5240  ______________________________________________________________________
 AC5240  GEOID HEIGHT    -        -25.291 (meters)                     GEOID18
 AC5240  DYNAMIC HEIGHT  -        395.728 (meters)     1298.32  (feet) COMP
 AC5240  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 AC5240
 AC5240  VERT ORDER      -  FIRST     CLASS II
 AC5240
 AC5240.The horizontal coordinates were scaled from a map and have
 AC5240.an estimated accuracy of +/- 6 seconds.
 AC5240
 AC5240.The orthometric height was determined by differential leveling and
 AC5240.adjusted by the NATIONAL GEODETIC SURVEY
 AC5240.in October 1997.
 AC5240
 AC5240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5240.GEOID18 height accuracy estimate available here.
 AC5240
 AC5240.Click photographs - Photos may exist for this station.
 AC5240
 AC5240.The dynamic height is computed by dividing the NAVD 88
 AC5240.geopotential number by the normal gravity value computed on the
 AC5240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5240.degrees latitude (g = 980.6199 gals.).
 AC5240
 AC5240.The modeled gravity was interpolated from observed gravity values.
 AC5240
 AC5240;                    North         East    Units  Estimated Accuracy
 AC5240;SPC SD N     -    44,020.      742,780.      MT  (+/- 180 meters Scaled)
 AC5240
 AC5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP628960(NAD 83)
 AC5240
 AC5240                          SUPERSEDED SURVEY CONTROL
 AC5240
 AC5240.No superseded survey control is available for this station.
 AC5240
 AC5240_MARKER: DB = BENCH MARK DISK
 AC5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5240_STAMPING: 37-116.96 1994
 AC5240_MARK LOGO: SDDT
 AC5240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5240+STABILITY: SURFACE MOTION
 AC5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5240+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5240
 AC5240  HISTORY     - Date     Condition        Report By
 AC5240  HISTORY     - 1994     MONUMENTED       SDDT
 AC5240  HISTORY     - 19950630 GOOD             NGS
 AC5240
 AC5240                          STATION DESCRIPTION
 AC5240
 AC5240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5240'17.2 KM (10.70 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5240'OF U.S. HIGHWAY 14 IN HURON, 42.5 M (139.4 FT) SOUTHEAST OF MILEPOST
 AC5240'117, 31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5240'OF THE HIGHWAY, 6.5 M (21.3 FT) NORTH OF THE CENTER OF A FIELD
 AC5240'ENTRANCE AND GATE, 0.5 M (1.6 FT) WEST OF THE CENTER OF 3 BRACED FENCE
 AC5240'POSTS, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, NEAR THE CENTER
 AC5240'OF 2 WITNESS POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5239 ***********************************************************************
 AC5239  DESIGNATION -  37 117.82
 AC5239  PID         -  AC5239
 AC5239  STATE/COUNTY-  SD/BEADLE
 AC5239  COUNTRY     -  US
 AC5239  USGS QUAD   -  FORESTBURG NW (2017)
 AC5239
 AC5239                         *CURRENT SURVEY CONTROL
 AC5239  ______________________________________________________________________
 AC5239* NAD 83(1986) POSITION- 44 13 48.     (N) 098 12 49.     (W)   SCALED
 AC5239* NAVD 88 ORTHO HEIGHT -   396.876 (meters)     1302.08  (feet) ADJUSTED
 AC5239  ______________________________________________________________________
 AC5239  GEOID HEIGHT    -        -25.266 (meters)                     GEOID18
 AC5239  DYNAMIC HEIGHT  -        396.803 (meters)     1301.84  (feet) COMP
 AC5239  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 AC5239
 AC5239  VERT ORDER      -  FIRST     CLASS II
 AC5239
 AC5239.The horizontal coordinates were scaled from a map and have
 AC5239.an estimated accuracy of +/- 6 seconds.
 AC5239
 AC5239.The orthometric height was determined by differential leveling and
 AC5239.adjusted by the NATIONAL GEODETIC SURVEY
 AC5239.in October 1997.
 AC5239
 AC5239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5239.GEOID18 height accuracy estimate available here.
 AC5239
 AC5239.Click photographs - Photos may exist for this station.
 AC5239
 AC5239.The dynamic height is computed by dividing the NAVD 88
 AC5239.geopotential number by the normal gravity value computed on the
 AC5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5239.degrees latitude (g = 980.6199 gals.).
 AC5239
 AC5239.The modeled gravity was interpolated from observed gravity values.
 AC5239
 AC5239;                    North         East    Units  Estimated Accuracy
 AC5239;SPC SD N     -    45,650.      742,720.      MT  (+/- 180 meters Scaled)
 AC5239
 AC5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP628977(NAD 83)
 AC5239
 AC5239                          SUPERSEDED SURVEY CONTROL
 AC5239
 AC5239.No superseded survey control is available for this station.
 AC5239
 AC5239_MARKER: Z = SEE DESCRIPTION
 AC5239_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5239_STAMPING: 37-117.82
 AC5239_PROJECTION: FLUSH
 AC5239_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5239+STABILITY: POSITION/ELEVATION WELL
 AC5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5239+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5239_ROD/PIPE-DEPTH: 6.4 meters
 AC5239_SLEEVE-DEPTH  : 2.0 meters
 AC5239
 AC5239  HISTORY     - Date     Condition        Report By
 AC5239  HISTORY     - UNK      MONUMENTED       SDDT
 AC5239  HISTORY     - 19950630 GOOD             NGS
 AC5239
 AC5239                          STATION DESCRIPTION
 AC5239
 AC5239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5239'15.9 KM (9.85 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5239'OF U.S. HIGHWAY 14 IN HURON, 322.0 M (1056.4 FT) SOUTH OF MILEPOST
 AC5239'118, 31.9 M (104.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5239'OF THE HIGHWAY, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AC5239'(1.0 FT) EAST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A
 AC5239'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 AC5239'BALL THAT IS EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1
 AC5239'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AC5239'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5238 ***********************************************************************
 AC5238  DESIGNATION -  37 118.19
 AC5238  PID         -  AC5238
 AC5238  STATE/COUNTY-  SD/BEADLE
 AC5238  COUNTRY     -  US
 AC5238  USGS QUAD   -  FORESTBURG NW (2017)
 AC5238
 AC5238                         *CURRENT SURVEY CONTROL
 AC5238  ______________________________________________________________________
 AC5238* NAD 83(1986) POSITION- 44 13 58.     (N) 098 12 48.     (W)   SCALED
 AC5238* NAVD 88 ORTHO HEIGHT -   397.260 (meters)     1303.34  (feet) ADJUSTED
 AC5238  ______________________________________________________________________
 AC5238  GEOID HEIGHT    -        -25.262 (meters)                     GEOID18
 AC5238  DYNAMIC HEIGHT  -        397.187 (meters)     1303.10  (feet) COMP
 AC5238  MODELED GRAVITY -    980,423.8   (mgal)                       NAVD 88
 AC5238
 AC5238  VERT ORDER      -  FIRST     CLASS II
 AC5238
 AC5238.The horizontal coordinates were scaled from a map and have
 AC5238.an estimated accuracy of +/- 6 seconds.
 AC5238
 AC5238.The orthometric height was determined by differential leveling and
 AC5238.adjusted by the NATIONAL GEODETIC SURVEY
 AC5238.in October 1997.
 AC5238
 AC5238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5238.GEOID18 height accuracy estimate available here.
 AC5238
 AC5238.Click photographs - Photos may exist for this station.
 AC5238
 AC5238.The dynamic height is computed by dividing the NAVD 88
 AC5238.geopotential number by the normal gravity value computed on the
 AC5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5238.degrees latitude (g = 980.6199 gals.).
 AC5238
 AC5238.The modeled gravity was interpolated from observed gravity values.
 AC5238
 AC5238;                    North         East    Units  Estimated Accuracy
 AC5238;SPC SD N     -    45,960.      742,730.      MT  (+/- 180 meters Scaled)
 AC5238
 AC5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP628980(NAD 83)
 AC5238
 AC5238                          SUPERSEDED SURVEY CONTROL
 AC5238
 AC5238.No superseded survey control is available for this station.
 AC5238
 AC5238_MARKER: DB = BENCH MARK DISK
 AC5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5238_STAMPING: 37-118.19 1994
 AC5238_MARK LOGO: SDDT
 AC5238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5238+STABILITY: SURFACE MOTION
 AC5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5238+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5238
 AC5238  HISTORY     - Date     Condition        Report By
 AC5238  HISTORY     - 1994     MONUMENTED       SDDT
 AC5238  HISTORY     - 19950630 GOOD             NGS
 AC5238
 AC5238                          STATION DESCRIPTION
 AC5238
 AC5238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5238'15.2 KM (9.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5238'OF U.S. HIGHWAY 14 IN HURON, 296.0 M (971.1 FT) NORTH OF MILEPOST 118,
 AC5238'31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5238'THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A T-FENCE CORNER, 0.3 M (1.0 FT)
 AC5238'BELOW THE LEVEL OF THE HIGHWAY, NEAR THE CENTER OF 2 WITNESS POSTS,
 AC5238'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5237 ***********************************************************************
 AC5237  DESIGNATION -  37 119.20
 AC5237  PID         -  AC5237
 AC5237  STATE/COUNTY-  SD/BEADLE
 AC5237  COUNTRY     -  US
 AC5237  USGS QUAD   -  FORESTBURG NW (2017)
 AC5237
 AC5237                         *CURRENT SURVEY CONTROL
 AC5237  ______________________________________________________________________
 AC5237* NAD 83(1986) POSITION- 44 14 51.     (N) 098 12 49.     (W)   SCALED
 AC5237* NAVD 88 ORTHO HEIGHT -   396.952 (meters)     1302.33  (feet) ADJUSTED
 AC5237  ______________________________________________________________________
 AC5237  GEOID HEIGHT    -        -25.237 (meters)                     GEOID18
 AC5237  DYNAMIC HEIGHT  -        396.880 (meters)     1302.10  (feet) COMP
 AC5237  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 AC5237
 AC5237  VERT ORDER      -  FIRST     CLASS II
 AC5237
 AC5237.The horizontal coordinates were scaled from a map and have
 AC5237.an estimated accuracy of +/- 6 seconds.
 AC5237
 AC5237.The orthometric height was determined by differential leveling and
 AC5237.adjusted by the NATIONAL GEODETIC SURVEY
 AC5237.in October 1997.
 AC5237
 AC5237.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5237.GEOID18 height accuracy estimate available here.
 AC5237
 AC5237.Click photographs - Photos may exist for this station.
 AC5237
 AC5237.The dynamic height is computed by dividing the NAVD 88
 AC5237.geopotential number by the normal gravity value computed on the
 AC5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5237.degrees latitude (g = 980.6199 gals.).
 AC5237
 AC5237.The modeled gravity was interpolated from observed gravity values.
 AC5237
 AC5237;                    North         East    Units  Estimated Accuracy
 AC5237;SPC SD N     -    47,600.      742,680.      MT  (+/- 180 meters Scaled)
 AC5237
 AC5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP627996(NAD 83)
 AC5237
 AC5237                          SUPERSEDED SURVEY CONTROL
 AC5237
 AC5237.No superseded survey control is available for this station.
 AC5237
 AC5237_MARKER: DB = BENCH MARK DISK
 AC5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5237_STAMPING: 37-119.20 1994
 AC5237_MARK LOGO: SDDT
 AC5237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5237+STABILITY: SURFACE MOTION
 AC5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5237+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5237
 AC5237  HISTORY     - Date     Condition        Report By
 AC5237  HISTORY     - 1994     MONUMENTED       SDDT
 AC5237  HISTORY     - 19950630 GOOD             NGS
 AC5237
 AC5237                          STATION DESCRIPTION
 AC5237
 AC5237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5237'13.6 KM (8.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5237'OF U.S. HIGHWAY 14 IN HURON, 305.0 M (1000.7 FT) NORTH OF MILEPOST
 AC5237'119, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5237'OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AC5237'(1.3 FT) WEST OF A WITNESS POST AND T-FENCE CORNER, 0.3 M (1.0 FT)
 AC5237'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5237'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5236 ***********************************************************************
 AC5236  DESIGNATION -  37 120.21
 AC5236  PID         -  AC5236
 AC5236  STATE/COUNTY-  SD/BEADLE
 AC5236  COUNTRY     -  US
 AC5236  USGS QUAD   -  HURON (2017)
 AC5236
 AC5236                         *CURRENT SURVEY CONTROL
 AC5236  ______________________________________________________________________
 AC5236* NAD 83(1986) POSITION- 44 15 43.     (N) 098 12 50.     (W)   SCALED
 AC5236* NAVD 88 ORTHO HEIGHT -   395.904 (meters)     1298.90  (feet) ADJUSTED
 AC5236  ______________________________________________________________________
 AC5236  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 AC5236  DYNAMIC HEIGHT  -        395.833 (meters)     1298.66  (feet) COMP
 AC5236  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 AC5236
 AC5236  VERT ORDER      -  FIRST     CLASS II
 AC5236
 AC5236.The horizontal coordinates were scaled from a map and have
 AC5236.an estimated accuracy of +/- 6 seconds.
 AC5236
 AC5236.The orthometric height was determined by differential leveling and
 AC5236.adjusted by the NATIONAL GEODETIC SURVEY
 AC5236.in October 1997.
 AC5236
 AC5236.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5236.GEOID18 height accuracy estimate available here.
 AC5236
 AC5236.Click photographs - Photos may exist for this station.
 AC5236
 AC5236.The dynamic height is computed by dividing the NAVD 88
 AC5236.geopotential number by the normal gravity value computed on the
 AC5236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5236.degrees latitude (g = 980.6199 gals.).
 AC5236
 AC5236.The modeled gravity was interpolated from observed gravity values.
 AC5236
 AC5236;                    North         East    Units  Estimated Accuracy
 AC5236;SPC SD N     -    49,200.      742,620.      MT  (+/- 180 meters Scaled)
 AC5236
 AC5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ627012(NAD 83)
 AC5236
 AC5236                          SUPERSEDED SURVEY CONTROL
 AC5236
 AC5236.No superseded survey control is available for this station.
 AC5236
 AC5236_MARKER: DB = BENCH MARK DISK
 AC5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5236_STAMPING: 37-120.21 1973 1299.101
 AC5236_MARK LOGO: SDDT
 AC5236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5236+STABILITY: SURFACE MOTION
 AC5236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5236+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5236
 AC5236  HISTORY     - Date     Condition        Report By
 AC5236  HISTORY     - 1973     MONUMENTED       SDDT
 AC5236  HISTORY     - 19950630 GOOD             NGS
 AC5236
 AC5236                          STATION DESCRIPTION
 AC5236
 AC5236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5236'12.0 KM (7.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5236'OF U.S. HIGHWAY 14 IN HURON, 294.0 M (964.6 FT) NORTH OF MILEPOST 120,
 AC5236'31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5236'THE HIGHWAY, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AC5236'FT) WEST OF A WITNESS POST AND T-FENCE CORNER, 0.3 M (1.0 FT) EAST OF
 AC5236'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5235 ***********************************************************************
 AC5235  DESIGNATION -  37 121.21
 AC5235  PID         -  AC5235
 AC5235  STATE/COUNTY-  SD/BEADLE
 AC5235  COUNTRY     -  US
 AC5235  USGS QUAD   -  HURON (2017)
 AC5235
 AC5235                         *CURRENT SURVEY CONTROL
 AC5235  ______________________________________________________________________
 AC5235* NAD 83(1986) POSITION- 44 16 34.     (N) 098 12 49.     (W)   SCALED
 AC5235* NAVD 88 ORTHO HEIGHT -   394.797 (meters)     1295.26  (feet) ADJUSTED
 AC5235  ______________________________________________________________________
 AC5235  GEOID HEIGHT    -        -25.190 (meters)                     GEOID18
 AC5235  DYNAMIC HEIGHT  -        394.727 (meters)     1295.03  (feet) COMP
 AC5235  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 AC5235
 AC5235  VERT ORDER      -  FIRST     CLASS II
 AC5235
 AC5235.The horizontal coordinates were scaled from a map and have
 AC5235.an estimated accuracy of +/- 6 seconds.
 AC5235
 AC5235.The orthometric height was determined by differential leveling and
 AC5235.adjusted by the NATIONAL GEODETIC SURVEY
 AC5235.in October 1997.
 AC5235
 AC5235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5235.GEOID18 height accuracy estimate available here.
 AC5235
 AC5235.Click photographs - Photos may exist for this station.
 AC5235
 AC5235.The dynamic height is computed by dividing the NAVD 88
 AC5235.geopotential number by the normal gravity value computed on the
 AC5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5235.degrees latitude (g = 980.6199 gals.).
 AC5235
 AC5235.The modeled gravity was interpolated from observed gravity values.
 AC5235
 AC5235;                    North         East    Units  Estimated Accuracy
 AC5235;SPC SD N     -    50,780.      742,610.      MT  (+/- 180 meters Scaled)
 AC5235
 AC5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ627028(NAD 83)
 AC5235
 AC5235                          SUPERSEDED SURVEY CONTROL
 AC5235
 AC5235.No superseded survey control is available for this station.
 AC5235
 AC5235_MARKER: DB = BENCH MARK DISK
 AC5235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5235_STAMPING: 37-121.21 1973 1294.410
 AC5235_MARK LOGO: SDDT
 AC5235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5235+STABILITY: SURFACE MOTION
 AC5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5235+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5235
 AC5235  HISTORY     - Date     Condition        Report By
 AC5235  HISTORY     - 1973     MONUMENTED       SDDT
 AC5235  HISTORY     - 19950630 GOOD             NGS
 AC5235
 AC5235                          STATION DESCRIPTION
 AC5235
 AC5235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5235'10.4 KM (6.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 AC5235'OF U.S. HIGHWAY 14 IN HURON, 394.0 M (1292.6 FT) NORTH OF MILEPOST
 AC5235'121, 31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC5235'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A T-FENCE CORNER, 0.3 M (1.0
 AC5235'FT) ABOVE THE LEVEL OF THE HIGHWAY, NEAR THE CENTER OF 2 WITNESS
 AC5235'POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5234 ***********************************************************************
 AC5234  DESIGNATION -  37 122.21
 AC5234  PID         -  AC5234
 AC5234  STATE/COUNTY-  SD/BEADLE
 AC5234  COUNTRY     -  US
 AC5234  USGS QUAD   -  HURON (2017)
 AC5234
 AC5234                         *CURRENT SURVEY CONTROL
 AC5234  ______________________________________________________________________
 AC5234* NAD 83(1986) POSITION- 44 17 27.     (N) 098 12 49.     (W)   SCALED
 AC5234* NAVD 88 ORTHO HEIGHT -   394.091 (meters)     1292.95  (feet) ADJUSTED
 AC5234  ______________________________________________________________________
 AC5234  GEOID HEIGHT    -        -25.165 (meters)                     GEOID18
 AC5234  DYNAMIC HEIGHT  -        394.021 (meters)     1292.72  (feet) COMP
 AC5234  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 AC5234
 AC5234  VERT ORDER      -  FIRST     CLASS II
 AC5234
 AC5234.The horizontal coordinates were scaled from a map and have
 AC5234.an estimated accuracy of +/- 6 seconds.
 AC5234
 AC5234.The orthometric height was determined by differential leveling and
 AC5234.adjusted by the NATIONAL GEODETIC SURVEY
 AC5234.in October 1997.
 AC5234
 AC5234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5234.GEOID18 height accuracy estimate available here.
 AC5234
 AC5234.Click photographs - Photos may exist for this station.
 AC5234
 AC5234.The dynamic height is computed by dividing the NAVD 88
 AC5234.geopotential number by the normal gravity value computed on the
 AC5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5234.degrees latitude (g = 980.6199 gals.).
 AC5234
 AC5234.The modeled gravity was interpolated from observed gravity values.
 AC5234
 AC5234;                    North         East    Units  Estimated Accuracy
 AC5234;SPC SD N     -    52,410.      742,570.      MT  (+/- 180 meters Scaled)
 AC5234
 AC5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ627044(NAD 83)
 AC5234
 AC5234                          SUPERSEDED SURVEY CONTROL
 AC5234
 AC5234.No superseded survey control is available for this station.
 AC5234
 AC5234_MARKER: DB = BENCH MARK DISK
 AC5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5234_STAMPING: 37-122.21 1973 1292.120
 AC5234_MARK LOGO: SDDT
 AC5234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5234+STABILITY: SURFACE MOTION
 AC5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5234+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5234
 AC5234  HISTORY     - Date     Condition        Report By
 AC5234  HISTORY     - 1973     MONUMENTED       SDDT
 AC5234  HISTORY     - 19950630 GOOD             NGS
 AC5234
 AC5234                          STATION DESCRIPTION
 AC5234
 AC5234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5234'8.8 KM (5.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5234'U.S. HIGHWAY 14 IN HURON, 394.4 M (1294.0 FT) NORTH OF MILEPOST 122,
 AC5234'31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5234'THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AC5234'FT) WEST OF A WITNESS POST AND T-FENCE CORNER, 0.2 M (0.7 FT) EAST OF
 AC5234'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5233 ***********************************************************************
 AC5233  DESIGNATION -  37 122.63
 AC5233  PID         -  AC5233
 AC5233  STATE/COUNTY-  SD/BEADLE
 AC5233  COUNTRY     -  US
 AC5233  USGS QUAD   -  HURON (2017)
 AC5233
 AC5233                         *CURRENT SURVEY CONTROL
 AC5233  ______________________________________________________________________
 AC5233* NAD 83(1986) POSITION- 44 17 47.     (N) 098 12 49.     (W)   SCALED
 AC5233* NAVD 88 ORTHO HEIGHT -   393.474 (meters)     1290.92  (feet) ADJUSTED
 AC5233  ______________________________________________________________________
 AC5233  GEOID HEIGHT    -        -25.155 (meters)                     GEOID18
 AC5233  DYNAMIC HEIGHT  -        393.405 (meters)     1290.70  (feet) COMP
 AC5233  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 AC5233
 AC5233  VERT ORDER      -  FIRST     CLASS II
 AC5233
 AC5233.The horizontal coordinates were scaled from a map and have
 AC5233.an estimated accuracy of +/- 6 seconds.
 AC5233
 AC5233.The orthometric height was determined by differential leveling and
 AC5233.adjusted by the NATIONAL GEODETIC SURVEY
 AC5233.in October 1997.
 AC5233
 AC5233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5233.GEOID18 height accuracy estimate available here.
 AC5233
 AC5233.Click photographs - Photos may exist for this station.
 AC5233
 AC5233.The dynamic height is computed by dividing the NAVD 88
 AC5233.geopotential number by the normal gravity value computed on the
 AC5233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5233.degrees latitude (g = 980.6199 gals.).
 AC5233
 AC5233.The modeled gravity was interpolated from observed gravity values.
 AC5233
 AC5233;                    North         East    Units  Estimated Accuracy
 AC5233;SPC SD N     -    53,030.      742,560.      MT  (+/- 180 meters Scaled)
 AC5233
 AC5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ627050(NAD 83)
 AC5233
 AC5233                          SUPERSEDED SURVEY CONTROL
 AC5233
 AC5233.No superseded survey control is available for this station.
 AC5233
 AC5233_MARKER: P = PIPE CAP
 AC5233_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5233_STAMPING: 37-122.63
 AC5233_MARK LOGO: SDDT
 AC5233_PROJECTION: FLUSH
 AC5233_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5233+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5233_ROD/PIPE-DEPTH: 6.4 meters
 AC5233_SLEEVE-DEPTH  : 2.0 meters
 AC5233
 AC5233  HISTORY     - Date     Condition        Report By
 AC5233  HISTORY     - UNK      MONUMENTED       SDDT
 AC5233  HISTORY     - 19950630 GOOD             NGS
 AC5233
 AC5233                          STATION DESCRIPTION
 AC5233
 AC5233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5233'8.2 KM (5.10 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5233'U.S. HIGHWAY 14 IN HURON, 599.4 M (1966.5 FT) SOUTH OF MILEPOST 123,
 AC5233'31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5233'THE HIGHWAY, 6.6 M (21.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE
 AC5233'AND GATE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AC5233'FT) EAST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 AC5233'POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL THAT
 AC5233'IS EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH
 AC5233'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC5233'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5232 ***********************************************************************
 AC5232  DESIGNATION -  37 123.20
 AC5232  PID         -  AC5232
 AC5232  STATE/COUNTY-  SD/BEADLE
 AC5232  COUNTRY     -  US
 AC5232  USGS QUAD   -  HURON (2017)
 AC5232
 AC5232                         *CURRENT SURVEY CONTROL
 AC5232  ______________________________________________________________________
 AC5232* NAD 83(1986) POSITION- 44 18 20.     (N) 098 12 49.     (W)   SCALED
 AC5232* NAVD 88 ORTHO HEIGHT -   393.073 (meters)     1289.61  (feet) ADJUSTED
 AC5232  ______________________________________________________________________
 AC5232  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 AC5232  DYNAMIC HEIGHT  -        393.004 (meters)     1289.38  (feet) COMP
 AC5232  MODELED GRAVITY -    980,431.9   (mgal)                       NAVD 88
 AC5232
 AC5232  VERT ORDER      -  FIRST     CLASS II
 AC5232
 AC5232.The horizontal coordinates were scaled from a map and have
 AC5232.an estimated accuracy of +/- 6 seconds.
 AC5232
 AC5232.The orthometric height was determined by differential leveling and
 AC5232.adjusted by the NATIONAL GEODETIC SURVEY
 AC5232.in October 1997.
 AC5232
 AC5232.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5232.GEOID18 height accuracy estimate available here.
 AC5232
 AC5232.Click photographs - Photos may exist for this station.
 AC5232
 AC5232.The dynamic height is computed by dividing the NAVD 88
 AC5232.geopotential number by the normal gravity value computed on the
 AC5232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5232.degrees latitude (g = 980.6199 gals.).
 AC5232
 AC5232.The modeled gravity was interpolated from observed gravity values.
 AC5232
 AC5232;                    North         East    Units  Estimated Accuracy
 AC5232;SPC SD N     -    54,050.      742,530.      MT  (+/- 180 meters Scaled)
 AC5232
 AC5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ627061(NAD 83)
 AC5232
 AC5232                          SUPERSEDED SURVEY CONTROL
 AC5232
 AC5232.No superseded survey control is available for this station.
 AC5232
 AC5232_MARKER: DB = BENCH MARK DISK
 AC5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5232_STAMPING: 37-123.20 1973 1288.800
 AC5232_MARK LOGO: SDDT
 AC5232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5232+STABILITY: SURFACE MOTION
 AC5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5232+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5232
 AC5232  HISTORY     - Date     Condition        Report By
 AC5232  HISTORY     - 1973     MONUMENTED       SDDT
 AC5232  HISTORY     - 19950630 GOOD             NGS
 AC5232
 AC5232                          STATION DESCRIPTION
 AC5232
 AC5232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5232'7.2 KM (4.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5232'U.S. HIGHWAY 14 IN HURON, 387.4 M (1271.0 FT) NORTH OF MILEPOST 123,
 AC5232'31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5232'THE HIGHWAY, 13.0 M (42.7 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 12.7
 AC5232'M (41.7 FT) EAST OF THE SOUTH END OF A CULVERT UNDER THE DRIVEWAY, 1.0
 AC5232'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, NEAR THE CENTER OF 2
 AC5232'WITNESS POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5231 ***********************************************************************
 AC5231  DESIGNATION -  37 124.40
 AC5231  PID         -  AC5231
 AC5231  STATE/COUNTY-  SD/BEADLE
 AC5231  COUNTRY     -  US
 AC5231  USGS QUAD   -  HURON (2017)
 AC5231
 AC5231                         *CURRENT SURVEY CONTROL
 AC5231  ______________________________________________________________________
 AC5231* NAD 83(1986) POSITION- 44 19 20.     (N) 098 12 48.     (W)   SCALED
 AC5231* NAVD 88 ORTHO HEIGHT -   389.953 (meters)     1279.37  (feet) ADJUSTED
 AC5231  ______________________________________________________________________
 AC5231  GEOID HEIGHT    -        -25.111 (meters)                     GEOID18
 AC5231  DYNAMIC HEIGHT  -        389.886 (meters)     1279.15  (feet) COMP
 AC5231  MODELED GRAVITY -    980,434.0   (mgal)                       NAVD 88
 AC5231
 AC5231  VERT ORDER      -  FIRST     CLASS II
 AC5231
 AC5231.The horizontal coordinates were scaled from a map and have
 AC5231.an estimated accuracy of +/- 6 seconds.
 AC5231
 AC5231.The orthometric height was determined by differential leveling and
 AC5231.adjusted by the NATIONAL GEODETIC SURVEY
 AC5231.in October 1997.
 AC5231
 AC5231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5231.GEOID18 height accuracy estimate available here.
 AC5231
 AC5231.Click photographs - Photos may exist for this station.
 AC5231
 AC5231.The dynamic height is computed by dividing the NAVD 88
 AC5231.geopotential number by the normal gravity value computed on the
 AC5231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5231.degrees latitude (g = 980.6199 gals.).
 AC5231
 AC5231.The modeled gravity was interpolated from observed gravity values.
 AC5231
 AC5231;                    North         East    Units  Estimated Accuracy
 AC5231;SPC SD N     -    55,900.      742,520.      MT  (+/- 180 meters Scaled)
 AC5231
 AC5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ627079(NAD 83)
 AC5231
 AC5231                          SUPERSEDED SURVEY CONTROL
 AC5231
 AC5231.No superseded survey control is available for this station.
 AC5231
 AC5231_MARKER: DB = BENCH MARK DISK
 AC5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5231_STAMPING: 37-124.40
 AC5231_MARK LOGO: SDDT
 AC5231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5231+STABILITY: SURFACE MOTION
 AC5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5231+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5231
 AC5231  HISTORY     - Date     Condition        Report By
 AC5231  HISTORY     - UNK      MONUMENTED       SDDT
 AC5231  HISTORY     - 19950630 GOOD             NGS
 AC5231
 AC5231                          STATION DESCRIPTION
 AC5231
 AC5231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5231'5.4 KM (3.35 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5231'U.S. HIGHWAY 14 IN HURON, 638.9 M (2096.1 FT) NORTH OF MILEPOST 124,
 AC5231'31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AC5231'THE HIGHWAY, 9.4 M (30.8 FT) NORTH OF THE CENTER OF A DRIVEWAY, 0.6 M
 AC5231'(2.0 FT) SOUTHWEST OF THE CENTER OF 3 BRACED FENCE POSTS, 0.3 M (1.0
 AC5231'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 AC5231'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5231'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5230 ***********************************************************************
 AC5230  DESIGNATION -  37 125.21
 AC5230  PID         -  AC5230
 AC5230  STATE/COUNTY-  SD/BEADLE
 AC5230  COUNTRY     -  US
 AC5230  USGS QUAD   -  HURON (2017)
 AC5230
 AC5230                         *CURRENT SURVEY CONTROL
 AC5230  ______________________________________________________________________
 AC5230* NAD 83(1986) POSITION- 44 20 04.     (N) 098 12 51.     (W)   SCALED
 AC5230* NAVD 88 ORTHO HEIGHT -   390.669 (meters)     1281.72  (feet) ADJUSTED
 AC5230  ______________________________________________________________________
 AC5230  GEOID HEIGHT    -        -25.090 (meters)                     GEOID18
 AC5230  DYNAMIC HEIGHT  -        390.602 (meters)     1281.50  (feet) COMP
 AC5230  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 AC5230
 AC5230  VERT ORDER      -  FIRST     CLASS II
 AC5230
 AC5230.The horizontal coordinates were scaled from a map and have
 AC5230.an estimated accuracy of +/- 6 seconds.
 AC5230
 AC5230.The orthometric height was determined by differential leveling and
 AC5230.adjusted by the NATIONAL GEODETIC SURVEY
 AC5230.in October 1997.
 AC5230
 AC5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5230.GEOID18 height accuracy estimate available here.
 AC5230
 AC5230.Click photographs - Photos may exist for this station.
 AC5230
 AC5230.The dynamic height is computed by dividing the NAVD 88
 AC5230.geopotential number by the normal gravity value computed on the
 AC5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5230.degrees latitude (g = 980.6199 gals.).
 AC5230
 AC5230.The modeled gravity was interpolated from observed gravity values.
 AC5230
 AC5230;                    North         East    Units  Estimated Accuracy
 AC5230;SPC SD N     -    57,260.      742,420.      MT  (+/- 180 meters Scaled)
 AC5230
 AC5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ626093(NAD 83)
 AC5230
 AC5230                          SUPERSEDED SURVEY CONTROL
 AC5230
 AC5230.No superseded survey control is available for this station.
 AC5230
 AC5230_MARKER: DB = BENCH MARK DISK
 AC5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5230_STAMPING: 37-125.21 1973 1280.890
 AC5230_MARK LOGO: SDDT
 AC5230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5230+STABILITY: SURFACE MOTION
 AC5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5230+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AC5230
 AC5230  HISTORY     - Date     Condition        Report By
 AC5230  HISTORY     - 1973     MONUMENTED       SDDT
 AC5230  HISTORY     - 19950630 GOOD             NGS
 AC5230
 AC5230                          STATION DESCRIPTION
 AC5230
 AC5230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5230'4.0 KM (2.50 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AC5230'U.S. HIGHWAY 14 IN HURON, 393.7 M (1291.7 FT) NORTH OF MILEPOST 125,
 AC5230'39.2 M (128.6 FT) NORTH OF THE CENTER OF A DRIVEWAY, 18.7 M (61.4 FT)
 AC5230'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.3 M
 AC5230'(10.8 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER S3E1 W5, 0.5
 AC5230'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 AC5230'WITNESS POST, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 AC5230'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9229 ***********************************************************************
 AB9229  DESIGNATION -  37 127.6
 AB9229  PID         -  AB9229
 AB9229  STATE/COUNTY-  SD/BEADLE
 AB9229  COUNTRY     -  US
 AB9229  USGS QUAD   -  HURON (2017)
 AB9229
 AB9229                         *CURRENT SURVEY CONTROL
 AB9229  ______________________________________________________________________
 AB9229* NAD 83(1986) POSITION- 44 21 19.     (N) 098 14 05.     (W)   SCALED
 AB9229* NAVD 88 ORTHO HEIGHT -   391.261 (meters)     1283.66  (feet) ADJUSTED
 AB9229  ______________________________________________________________________
 AB9229  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 AB9229  DYNAMIC HEIGHT  -        391.195 (meters)     1283.45  (feet) COMP
 AB9229  MODELED GRAVITY -    980,438.1   (mgal)                       NAVD 88
 AB9229
 AB9229  VERT ORDER      -  FIRST     CLASS II
 AB9229
 AB9229.The horizontal coordinates were scaled from a map and have
 AB9229.an estimated accuracy of +/- 6 seconds.
 AB9229
 AB9229.The orthometric height was determined by differential leveling and
 AB9229.adjusted by the NATIONAL GEODETIC SURVEY
 AB9229.in October 1997.
 AB9229
 AB9229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9229.GEOID18 height accuracy estimate available here.
 AB9229
 AB9229.Click photographs - Photos may exist for this station.
 AB9229
 AB9229.The dynamic height is computed by dividing the NAVD 88
 AB9229.geopotential number by the normal gravity value computed on the
 AB9229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9229.degrees latitude (g = 980.6199 gals.).
 AB9229
 AB9229.The modeled gravity was interpolated from observed gravity values.
 AB9229
 AB9229;                    North         East    Units  Estimated Accuracy
 AB9229;SPC SD N     -    59,530.      740,730.      MT  (+/- 180 meters Scaled)
 AB9229
 AB9229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ609116(NAD 83)
 AB9229
 AB9229                          SUPERSEDED SURVEY CONTROL
 AB9229
 AB9229.No superseded survey control is available for this station.
 AB9229
 AB9229_MARKER: Z = SEE DESCRIPTION
 AB9229_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9229_STAMPING: 37-127.6
 AB9229_MARK LOGO: SDDT
 AB9229_PROJECTION: FLUSH
 AB9229_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9229+STABILITY: POSITION/ELEVATION WELL
 AB9229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9229+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AB9229_ROD/PIPE-DEPTH: 6.4 meters
 AB9229_SLEEVE-DEPTH  : 2.0 meters
 AB9229
 AB9229  HISTORY     - Date     Condition        Report By
 AB9229  HISTORY     - UNK      MONUMENTED       SDDT
 AB9229  HISTORY     - 19941114 GOOD             NGS
 AB9229  HISTORY     - 19950630 GOOD             NGS
 AB9229
 AB9229                          STATION DESCRIPTION
 AB9229
 AB9229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9229'IN HURON, AT THE INTERSECTION OF LINCOLN AVENUE AND TENTH STREET
 AB9229'SOUTHWEST, 23.2 M (76.1 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A
 AB9229'BREAKER DISCONNECT SWITCH, 14.1 M (46.3 FT) SOUTH OF THE EXTENDED
 AB9229'STREET CENTER, 8.9 M (29.2 FT) WEST OF THE AVENUE CENTERLINE, 3.4 M
 AB9229'(11.2 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CATCH BASIN,
 AB9229'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE DATUM
 AB9229'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 AB9229'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AB9229'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB9229
 AB9229                          STATION RECOVERY (1995)
 AB9229
 AB9229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9229'IN HURON, AT THE INTERSECTION OF LINCOLN AVENUE AND 10TH STREET
 AB9229'SOUTHWEST, 23.2 M (76.1 FT) SOUTHEAST OF A UTILITY POLE WITH A BRAKER
 AB9229'SWITCH, 14.1 M (46.3 FT) SOUTH OF THE EXTENDED STREET CENTER, 8.9 M
 AB9229'(29.2 FT) WEST OF THE AVENUE CENTERLINE, 3.4 M (11.2 FT) SOUTHWEST OF
 AB9229'THE SOUTHWEST CORNER OF A CATCH BASIN, AND 0.2 M (0.7 FT) ABOVE THE
 AB9229'LEVEL OF THE AVENUE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 AB9229'EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED
 AB9229'STEEL PIPE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AB9229'CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7945 ***********************************************************************
 AC7945  CBN         -  This is a Cooperative Base Network Control Station.
 AC7945  DESIGNATION -  37 163.43
 AC7945  PID         -  AC7945
 AC7945  STATE/COUNTY-  SD/SPINK
 AC7945  COUNTRY     -  US
 AC7945  USGS QUAD   -  DOLAND NW (2017)
 AC7945
 AC7945                         *CURRENT SURVEY CONTROL
 AC7945  ______________________________________________________________________
 AC7945* NAD 83(2011) POSITION- 44 53 08.84721(N) 098 12 57.59041(W)   ADJUSTED
 AC7945* NAD 83(2011) ELLIP HT-   369.949 (meters)        (06/27/12)   ADJUSTED
 AC7945* NAD 83(2011) EPOCH   -  2010.00
 AC7945* NAVD 88 ORTHO HEIGHT -   394.339 (meters)     1293.76  (feet) ADJUSTED
 AC7945  ______________________________________________________________________
 AC7945  GEOID HEIGHT    -        -24.387 (meters)                     GEOID18
 AC7945  NAD 83(2011) X  -   -646,906.298 (meters)                     COMP
 AC7945  NAD 83(2011) Y  - -4,480,357.141 (meters)                     COMP
 AC7945  NAD 83(2011) Z  -  4,478,625.848 (meters)                     COMP
 AC7945  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 AC7945  DYNAMIC HEIGHT  -        394.297 (meters)     1293.62  (feet) COMP
 AC7945  MODELED GRAVITY -    980,501.0   (mgal)                       NAVD 88
 AC7945
 AC7945  VERT ORDER      -  FIRST     CLASS II
 AC7945
 AC7945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7945  Standards:
 AC7945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7945  -------------------------------------------------------------------
 AC7945  NETWORK    1.00   2.80           0.47   0.31   1.43     -0.00743650
 AC7945  -------------------------------------------------------------------
 AC7945  Click here for local accuracies and other accuracy information.
 AC7945
 AC7945.The horizontal coordinates were established by GPS observations
 AC7945.and adjusted by the National Geodetic Survey in June 2012.
 AC7945
 AC7945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7945.been affixed to the stable North American tectonic plate. See 
 AC7945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7945
 AC7945.The horizontal coordinates are valid at the epoch date displayed above
 AC7945.which is a decimal equivalence of Year/Month/Day.
 AC7945
 AC7945.The orthometric height was determined by differential leveling and
 AC7945.adjusted by the NATIONAL GEODETIC SURVEY
 AC7945.in July 1998.
 AC7945
 AC7945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7945.GEOID18 height accuracy estimate available here.
 AC7945
 AC7945.Click photographs - Photos may exist for this station.
 AC7945
 AC7945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7945
 AC7945.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7945
 AC7945.The ellipsoidal height was determined by GPS observations
 AC7945.and is referenced to NAD 83.
 AC7945
 AC7945.The dynamic height is computed by dividing the NAVD 88
 AC7945.geopotential number by the normal gravity value computed on the
 AC7945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7945.degrees latitude (g = 980.6199 gals.).
 AC7945
 AC7945.The modeled gravity was interpolated from observed gravity values.
 AC7945
 AC7945. The following values were computed from the NAD 83(2011) position.
 AC7945
 AC7945;                    North         East     Units Scale Factor Converg.
 AC7945;SPC SD N     -   118,504.061   740,922.724   MT  0.99994326   +1 15 45.4
 AC7945;SPC SD N     -   388,792.07  2,430,843.97   sFT  0.99994326   +1 15 45.4
 AC7945;UTM  14      - 4,970,562.284   561,914.046   MT  0.99964714   +0 33 11.8
 AC7945
 AC7945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7945!SPC SD N     -   0.99994200  x   0.99994326  =   0.99988526
 AC7945!UTM  14      -   0.99994200  x   0.99964714  =   0.99958916
 AC7945
 AC7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6191470562(NAD 83)
 AC7945
 AC7945                          SUPERSEDED SURVEY CONTROL
 AC7945
 AC7945  NAD 83(2007)-  44 53 08.84720(N)    098 12 57.59123(W) AD(2002.00) 0
 AC7945  ELLIP H (02/10/07)  369.979  (m)                       GP(2002.00)    
 AC7945  ELLIP H (04/15/04)  369.993  (m)                       GP(       ) 2 1
 AC7945  NAD 83(1996)-  44 53 08.84670(N)    098 12 57.59069(W) AD(       ) B
 AC7945  ELLIP H (04/18/97)  370.024  (m)                       GP(       ) 4 1
 AC7945  NAVD 88 (04/18/97)  394.3    (m)  GEOID96  model used  GPS OBS        
 AC7945
 AC7945.Superseded values are not recommended for survey control.
 AC7945
 AC7945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7945.See file dsdata.pdf to determine how the superseded data were derived.
 AC7945
 AC7945_MARKER: Z = SEE DESCRIPTION
 AC7945_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7945_STAMPING: 37-163.43 1995
 AC7945_MARK LOGO: NGS
 AC7945_PROJECTION: FLUSH
 AC7945_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7945+STABILITY: POSITION/ELEVATION WELL
 AC7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7945+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7945_ROD/PIPE-DEPTH: 6.4 meters
 AC7945_SLEEVE-DEPTH  : 1.8 meters
 AC7945
 AC7945  HISTORY     - Date     Condition        Report By
 AC7945  HISTORY     - 1995     MONUMENTED       SDDT
 AC7945  HISTORY     - 19950913 GOOD             NGS
 AC7945  HISTORY     - 19960927 GOOD             SDDT
 AC7945
 AC7945                          STATION DESCRIPTION
 AC7945
 AC7945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC7945'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC7945'HUMPHREY DRIVE IN DOLAND, 701.3 M (2300.8 FT) NORTH OF MILEPOST 163,
 AC7945'29.0 M (95.1 FT) WEST OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) EAST
 AC7945'OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AC7945'M (1.3 FT) WEST OF A METAL GUARD POST, AND 0.4 M (1.3 FT) EAST OF A
 AC7945'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AC7945'TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7945'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7945'THROUGH A 4-INCH PVC CAP. THE STABILITY CODE FOR THIS MARK IS CLASS A,
 AC7945'AS DETERMINED BY SDDT.
 AC7945
 AC7945                          STATION RECOVERY (1996)
 AC7945
 AC7945'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (DFC)
 AC7945'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) EAST OF REDFIELD, 6.0
 AC7945'MI (9.7 KM) WEST OF DOLAND, AND 4.0 MI (6.4 KM) EAST OF FRANKFORT, ON
 AC7945'STATE HIGHWAY 37 SOUTH.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AC7945'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND COUNTY
 AC7945'ROAD 11 IN FRANKFORT, GO EAST ON U.S. HIGHWAY 212 FOR 4.5 MI (7.2 KM)
 AC7945'TO THE JUNCTION OF STATE HIGHWAY 37, TURN RIGHT AND GO SOUTH ON STATE
 AC7945'HIGHWAY 37 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT. THE
 AC7945'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7945'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7945'LOCATED 126.0 FT (38.4 M) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 AC7945'95.0 FT (29.0 M) WEST OF THE HIGHWAY CENTER, 6.0 FT (1.8 M) EAST OF A
 AC7945'WITNESS POST AND A FENCE CORNER, AND 1.0 FT (0.3 M) WEST OF A METAL
 AC7945'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7945'CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7986 ***********************************************************************
 AC7986  CBN         -  This is a Cooperative Base Network Control Station.
 AC7986  DESIGNATION -  37 199.96
 AC7986  PID         -  AC7986
 AC7986  STATE/COUNTY-  SD/BROWN
 AC7986  COUNTRY     -  US
 AC7986  USGS QUAD   -  FERNEY (2017)
 AC7986
 AC7986                         *CURRENT SURVEY CONTROL
 AC7986  ______________________________________________________________________
 AC7986* NAD 83(2011) POSITION- 45 20 04.89991(N) 098 06 13.83719(W)   ADJUSTED
 AC7986* NAD 83(2011) ELLIP HT-   372.044 (meters)        (06/27/12)   ADJUSTED
 AC7986* NAD 83(2011) EPOCH   -  2010.00
 AC7986* NAVD 88 ORTHO HEIGHT -   396.7   (meters)     1302.    (feet) GPS OBS
 AC7986  ______________________________________________________________________
 AC7986  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7986  GEOID HEIGHT    -        -24.591 (meters)                     GEOID96
 AC7986  GEOID HEIGHT    -        -24.726 (meters)                     GEOID18
 AC7986  NAD 83(2011) X  -   -633,152.521 (meters)                     COMP
 AC7986  NAD 83(2011) Y  - -4,446,623.052 (meters)                     COMP
 AC7986  NAD 83(2011) Z  -  4,513,837.787 (meters)                     COMP
 AC7986  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 AC7986
 AC7986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7986  Standards:
 AC7986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7986  -------------------------------------------------------------------
 AC7986  NETWORK    0.90   2.55           0.40   0.33   1.30     -0.08815950
 AC7986  -------------------------------------------------------------------
 AC7986  Click here for local accuracies and other accuracy information.
 AC7986
 AC7986.The horizontal coordinates were established by GPS observations
 AC7986.and adjusted by the National Geodetic Survey in June 2012.
 AC7986
 AC7986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7986.been affixed to the stable North American tectonic plate. See 
 AC7986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7986
 AC7986.The horizontal coordinates are valid at the epoch date displayed above
 AC7986.which is a decimal equivalence of Year/Month/Day.
 AC7986
 AC7986.The orthometric height was determined by GPS observations and a
 AC7986.high-resolution geoid model.
 AC7986
 AC7986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7986.GEOID18 height accuracy estimate available here.
 AC7986
 AC7986.Click photographs - Photos may exist for this station.
 AC7986
 AC7986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7986
 AC7986.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7986
 AC7986.The ellipsoidal height was determined by GPS observations
 AC7986.and is referenced to NAD 83.
 AC7986
 AC7986. The following values were computed from the NAD 83(2011) position.
 AC7986
 AC7986;                    North         East     Units Scale Factor Converg.
 AC7986;SPC SD N     -   168,577.273   748,612.132   MT  0.99995133   +1 20 31.1
 AC7986;SPC SD N     -   553,073.94  2,456,071.64   sFT  0.99995133   +1 20 31.1
 AC7986;UTM  14      - 5,020,522.379   570,218.382   MT  0.99966062   +0 38 14.6
 AC7986
 AC7986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7986!SPC SD N     -   0.99994167  x   0.99995133  =   0.99989301
 AC7986!UTM  14      -   0.99994167  x   0.99966062  =   0.99960231
 AC7986
 AC7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR7021820522(NAD 83)
 AC7986
 AC7986                          SUPERSEDED SURVEY CONTROL
 AC7986
 AC7986  NAD 83(2007)-  45 20 04.89986(N)    098 06 13.83802(W) AD(2002.00) 0
 AC7986  ELLIP H (02/10/07)  372.073  (m)                       GP(2002.00)    
 AC7986  ELLIP H (04/15/04)  372.098  (m)                       GP(       ) 2 1
 AC7986  NAD 83(1996)-  45 20 04.89926(N)    098 06 13.83750(W) AD(       ) B
 AC7986  ELLIP H (04/18/97)  372.112  (m)                       GP(       ) 4 1
 AC7986
 AC7986.Superseded values are not recommended for survey control.
 AC7986
 AC7986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7986.See file dsdata.pdf to determine how the superseded data were derived.
 AC7986
 AC7986_MARKER: Z = SEE DESCRIPTION
 AC7986_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7986_STAMPING: 37-199.96 1995
 AC7986_MARK LOGO: NGS
 AC7986_PROJECTION: FLUSH
 AC7986_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7986+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 AC7986_ROD/PIPE-DEPTH: 6.4 meters
 AC7986_SLEEVE-DEPTH  : 1.8 meters
 AC7986
 AC7986  HISTORY     - Date     Condition        Report By
 AC7986  HISTORY     - 1994     MONUMENTED       SDDT
 AC7986  HISTORY     - 19960930 GOOD             NGS
 AC7986
 AC7986                          STATION DESCRIPTION
 AC7986
 AC7986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7986'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF GROTON AND 0.5
 AC7986'NORTH OF FERNEY, ON STATE HIGHWAY 37.  OWNERSHIP--THE STATE OF SOUTH
 AC7986'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37
 AC7986'AND COUNTY ROAD 23 AT FERNEY, GO NORTH ON STATE HIGHWAY 37 FOR 0.5 MI
 AC7986'(0.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON
 AC7986'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7986'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 75.0 FT (22.9 M) EAST
 AC7986'OF THE HIGHWAY CENTERLINE, 23.0 FT (7.0 M) NORTH OF THE CENTER OF A
 AC7986'FIELD ENTRANCE ROAD, 1.7 FT (0.5 M) WEST OF A WITNESS POST, AND 1.0 FT
 AC7986'(0.3 M) EAST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT
 AC7986'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7874 ***********************************************************************
 AC7874  CBN         -  This is a Cooperative Base Network Control Station.
 AC7874  DESIGNATION -  37 215.27
 AC7874  PID         -  AC7874
 AC7874  STATE/COUNTY-  SD/BROWN
 AC7874  COUNTRY     -  US
 AC7874  USGS QUAD   -  HUFFTON (2017)
 AC7874
 AC7874                         *CURRENT SURVEY CONTROL
 AC7874  ______________________________________________________________________
 AC7874* NAD 83(2011) POSITION- 45 33 20.97962(N) 098 06 08.45276(W)   ADJUSTED
 AC7874* NAD 83(2011) ELLIP HT-   372.875 (meters)        (06/27/12)   ADJUSTED
 AC7874* NAD 83(2011) EPOCH   -  2010.00
 AC7874* NAVD 88 ORTHO HEIGHT -   397.8   (meters)     1305.    (feet) GPS OBS
 AC7874  ______________________________________________________________________
 AC7874  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7874  GEOID HEIGHT    -        -24.819 (meters)                     GEOID96
 AC7874  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 AC7874  NAD 83(2011) X  -   -630,568.071 (meters)                     COMP
 AC7874  NAD 83(2011) Y  - -4,429,300.981 (meters)                     COMP
 AC7874  NAD 83(2011) Z  -  4,531,082.262 (meters)                     COMP
 AC7874  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AC7874
 AC7874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7874  Standards:
 AC7874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7874  -------------------------------------------------------------------
 AC7874  NETWORK    0.88   2.51           0.39   0.32   1.28     -0.04481392
 AC7874  -------------------------------------------------------------------
 AC7874  Click here for local accuracies and other accuracy information.
 AC7874
 AC7874.The horizontal coordinates were established by GPS observations
 AC7874.and adjusted by the National Geodetic Survey in June 2012.
 AC7874
 AC7874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7874.been affixed to the stable North American tectonic plate. See 
 AC7874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7874
 AC7874.The horizontal coordinates are valid at the epoch date displayed above
 AC7874.which is a decimal equivalence of Year/Month/Day.
 AC7874
 AC7874.The orthometric height was determined by GPS observations and a
 AC7874.high-resolution geoid model.
 AC7874
 AC7874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7874.GEOID18 height accuracy estimate available here.
 AC7874
 AC7874.Click photographs - Photos may exist for this station.
 AC7874
 AC7874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7874
 AC7874.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7874
 AC7874.The ellipsoidal height was determined by GPS observations
 AC7874.and is referenced to NAD 83.
 AC7874
 AC7874. The following values were computed from the NAD 83(2011) position.
 AC7874
 AC7874;                    North         East     Units Scale Factor Converg.
 AC7874;SPC SD N     -   193,149.224   748,153.315   MT  0.99997788   +1 20 34.9
 AC7874;SPC SD N     -   633,690.41  2,454,566.33   sFT  0.99997788   +1 20 34.9
 AC7874;UTM  14      - 5,045,090.667   570,061.288   MT  0.99966035   +0 38 27.2
 AC7874
 AC7874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7874!SPC SD N     -   0.99994155  x   0.99997788  =   0.99991943
 AC7874!UTM  14      -   0.99994155  x   0.99966035  =   0.99960192
 AC7874
 AC7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR7006145090(NAD 83)
 AC7874
 AC7874                          SUPERSEDED SURVEY CONTROL
 AC7874
 AC7874  NAD 83(2007)-  45 33 20.97957(N)    098 06 08.45361(W) AD(2002.00) 0
 AC7874  ELLIP H (02/10/07)  372.905  (m)                       GP(2002.00)    
 AC7874  ELLIP H (04/15/04)  372.929  (m)                       GP(       ) 2 1
 AC7874  NAD 83(1996)-  45 33 20.97897(N)    098 06 08.45309(W) AD(       ) B
 AC7874  ELLIP H (04/18/97)  372.944  (m)                       GP(       ) 4 1
 AC7874
 AC7874.Superseded values are not recommended for survey control.
 AC7874
 AC7874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7874.See file dsdata.pdf to determine how the superseded data were derived.
 AC7874
 AC7874_MARKER: Z = SEE DESCRIPTION
 AC7874_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7874_STAMPING: 37-215.27 1995
 AC7874_MARK LOGO: NGS
 AC7874_PROJECTION: FLUSH
 AC7874_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7874+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 AC7874_ROD/PIPE-DEPTH: 6.4 meters
 AC7874_SLEEVE-DEPTH  : 1.8 meters
 AC7874
 AC7874  HISTORY     - Date     Condition        Report By
 AC7874  HISTORY     - 1994     MONUMENTED       SDDT
 AC7874  HISTORY     - 19960925 GOOD             NGS
 AC7874
 AC7874                          STATION DESCRIPTION
 AC7874
 AC7874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7874'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST-NORTHEAST OF
 AC7874'ABERDEEN, 7.0 MI (11.3 KM) NORTH OF GROTON, AND 3.5 MI (5.6 KM) EAST
 AC7874'OF PUTNEY, ON STATE HIGHWAY 37.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AC7874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 AC7874'HIGHWAY 37 IN GROTON, GO NORTH ON STATE HIGHWAY 37 FOR 6.1 MI (9.8 KM)
 AC7874'TO THE JUNCTION OF COUNTY ROAD 13, CONTINUE NORTH ON STATE HIGHWAY 37
 AC7874'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT. THE STATION IS A
 AC7874'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7874'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 21.8 M
 AC7874'(71.5 FT) EAST OF THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) EAST OF THE
 AC7874'SOUTH END OF A CULVERT UNDER A FIELD ENTRANCE ROAD, 7.2 M (23.6 FT)
 AC7874'SOUTH OF THE CENTER OF THE ROAD, 0.4 M (1.3 FT) EAST OF A METAL GUARD
 AC7874'POST, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 AC7874'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0822 ***********************************************************************
 PU0822  DESIGNATION -  37 WPM
 PU0822  PID         -  PU0822
 PU0822  STATE/COUNTY-  SD/MEADE
 PU0822  COUNTRY     -  US
 PU0822  USGS QUAD   -  UNION CENTER (2017)
 PU0822
 PU0822                         *CURRENT SURVEY CONTROL
 PU0822  ______________________________________________________________________
 PU0822* NAD 83(1986) POSITION- 44 37 08.     (N) 102 39 41.     (W)   SCALED
 PU0822* NAVD 88 ORTHO HEIGHT -   977.109 (meters)     3205.73  (feet) ADJUSTED
 PU0822  ______________________________________________________________________
 PU0822  GEOID HEIGHT    -        -18.111 (meters)                     GEOID18
 PU0822  DYNAMIC HEIGHT  -        976.840 (meters)     3204.85  (feet) COMP
 PU0822  MODELED GRAVITY -    980,308.7   (mgal)                       NAVD 88
 PU0822
 PU0822  VERT ORDER      -  SECOND    CLASS 0
 PU0822
 PU0822.The horizontal coordinates were scaled from a map and have
 PU0822.an estimated accuracy of +/- 6 seconds.
 PU0822
 PU0822.The orthometric height was determined by differential leveling and
 PU0822.adjusted by the NATIONAL GEODETIC SURVEY
 PU0822.in June 1991.
 PU0822
 PU0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0822.GEOID18 height accuracy estimate available here.
 PU0822
 PU0822.Click photographs - Photos may exist for this station.
 PU0822
 PU0822.The dynamic height is computed by dividing the NAVD 88
 PU0822.geopotential number by the normal gravity value computed on the
 PU0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0822.degrees latitude (g = 980.6199 gals.).
 PU0822
 PU0822.The modeled gravity was interpolated from observed gravity values.
 PU0822
 PU0822;                    North         East    Units  Estimated Accuracy
 PU0822;SPC SD N     -    90,760.      388,820.      MT  (+/- 180 meters Scaled)
 PU0822
 PU0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK855432(NAD 83)
 PU0822
 PU0822                          SUPERSEDED SURVEY CONTROL
 PU0822
 PU0822  NGVD 29 (??/??/92)  976.623  (m)         3204.14   (f) ADJ UNCH    2 0
 PU0822
 PU0822.Superseded values are not recommended for survey control.
 PU0822
 PU0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0822.See file dsdata.pdf to determine how the superseded data were derived.
 PU0822
 PU0822_MARKER: DD = SURVEY DISK
 PU0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0822_STAMPING: 37 WPM 3205 ET 1958
 PU0822_MARK LOGO: USGS
 PU0822_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0822+STABILITY: SURFACE MOTION
 PU0822
 PU0822  HISTORY     - Date     Condition        Report By
 PU0822  HISTORY     - 1958     MONUMENTED       USGS
 PU0822  HISTORY     - 1962     GOOD             CGS
 PU0822
 PU0822                          STATION DESCRIPTION
 PU0822
 PU0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0822'4.5 MI N FROM UNION CENTER.
 PU0822'4.5 MILES NORTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU0822'STATE HIGHWAY 34 AT UNION CENTER, 143 FEET NORTH OF THE NORTHWEST
 PU0822'CORNER OF SOUTH PLEASANT SCHOOLHOUSE, 225 FEET EAST OF THE
 PU0822'CENTER LINE OF THE ROAD, 32 FEET NORTH OF THE CENTER LINE OF A
 PU0822'DIRT ROAD EAST, 83 FEET NORTH OF A POWER POLE, 0.9 FOOT SOUTH
 PU0822'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0822'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0010 ***********************************************************************
 OU0010  DESIGNATION -  3704 DW
 OU0010  PID         -  OU0010
 OU0010  STATE/COUNTY-  SD/CUSTER
 OU0010  COUNTRY     -  US
 OU0010  USGS QUAD   -  DEWEY (2017)
 OU0010
 OU0010                         *CURRENT SURVEY CONTROL
 OU0010  ______________________________________________________________________
 OU0010* NAD 83(1986) POSITION- 43 31 47.     (N) 104 02 25.     (W)   SCALED
 OU0010* NAVD 88 ORTHO HEIGHT -  1130.056 (meters)     3707.53  (feet) ADJUSTED
 OU0010  ______________________________________________________________________
 OU0010  GEOID HEIGHT    -        -14.577 (meters)                     GEOID18
 OU0010  DYNAMIC HEIGHT  -       1129.588 (meters)     3705.99  (feet) COMP
 OU0010  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 OU0010
 OU0010  VERT ORDER      -  FIRST     CLASS II
 OU0010
 OU0010.The horizontal coordinates were scaled from a map and have
 OU0010.an estimated accuracy of +/- 6 seconds.
 OU0010
 OU0010.The orthometric height was determined by differential leveling and
 OU0010.adjusted by the NATIONAL GEODETIC SURVEY
 OU0010.in June 1991.
 OU0010
 OU0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0010.GEOID18 height accuracy estimate available here.
 OU0010
 OU0010.Click photographs - Photos may exist for this station.
 OU0010
 OU0010.The dynamic height is computed by dividing the NAVD 88
 OU0010.geopotential number by the normal gravity value computed on the
 OU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0010.degrees latitude (g = 980.6199 gals.).
 OU0010
 OU0010.The modeled gravity was interpolated from observed gravity values.
 OU0010
 OU0010;                    North         East    Units  Estimated Accuracy
 OU0010;SPC SD S     -   139,590.      300,470.      MT  (+/- 180 meters Scaled)
 OU0010
 OU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ775200(NAD 83)
 OU0010
 OU0010                          SUPERSEDED SURVEY CONTROL
 OU0010
 OU0010  NGVD 29 (??/??/92) 1129.481  (m)         3705.64   (f) ADJ UNCH    1 2
 OU0010
 OU0010.Superseded values are not recommended for survey control.
 OU0010
 OU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0010.See file dsdata.pdf to determine how the superseded data were derived.
 OU0010
 OU0010_MARKER: P = PIPE CAP
 OU0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0010_STAMPING: 3704 DW
 OU0010_MARK LOGO: USGS
 OU0010_MAGNETIC: P = MARKER IS A STEEL PIPE
 OU0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0010
 OU0010  HISTORY     - Date     Condition        Report By
 OU0010  HISTORY     - 1898     MONUMENTED       USGS
 OU0010  HISTORY     - 1957     GOOD             CGS
 OU0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0010
 OU0010                          STATION DESCRIPTION
 OU0010
 OU0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0010'19.6 MI NW FROM EDGEMONT.
 OU0010'ABOUT 19.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0010'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 18,
 OU0010'T. 6 S., R. 1 E., 122 FEET EAST-SOUTHEAST OF THE STATION SIGN
 OU0010'AT DEWEY, 165 FEET NORTH-NORTHWEST OF THE MOST WESTERLY OF TWO
 OU0010'COTTONWOOD TREES, 99 FEET SOUTHWEST OF THE SOUTH CORNER OF AN
 OU0010'ABANDONED STORE BUILDING, 38 FEET NORTH OF THE NORTH CORNER OF
 OU0010'THE ABANDONED RAILROAD STATION BUILDING, 58 FEET NORTHEAST OF THE
 OU0010'NORTHEAST RAIL OF THE MAIN TRACK, 36 FEET SOUTHWEST OF THE
 OU0010'CENTER LINE OF THE GRAVEL ROAD, 1 FOOT SOUTHEAST OF A CONCRETE
 OU0010'WITNESS POST, A CAP ON A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 OU0010'NOTE-- THIS MARK HAS BEEN DISTURBED AND LEANS ABOUT 2 INCHES
 OU0010'TO THE NORTHEAST.
 OU0010
 OU0010                          STATION RECOVERY (1985)
 OU0010
 OU0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0010'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0451 ***********************************************************************
 OT0451  DESIGNATION -  3708 DW
 OT0451  PID         -  OT0451
 OT0451  STATE/COUNTY-  SD/FALL RIVER
 OT0451  COUNTRY     -  US
 OT0451  USGS QUAD   -  PROVO (2017)
 OT0451
 OT0451                         *CURRENT SURVEY CONTROL
 OT0451  ______________________________________________________________________
 OT0451* NAD 83(1986) POSITION- 43 11 27.     (N) 103 49 53.     (W)   SCALED
 OT0451* NAVD 88 ORTHO HEIGHT -  1131.633 (meters)     3712.70  (feet) ADJUSTED
 OT0451  ______________________________________________________________________
 OT0451  GEOID HEIGHT    -        -15.258 (meters)                     GEOID18
 OT0451  DYNAMIC HEIGHT  -       1131.141 (meters)     3711.09  (feet) COMP
 OT0451  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 OT0451
 OT0451  VERT ORDER      -  FIRST     CLASS II
 OT0451
 OT0451.The horizontal coordinates were scaled from a map and have
 OT0451.an estimated accuracy of +/- 6 seconds.
 OT0451
 OT0451.The orthometric height was determined by differential leveling and
 OT0451.adjusted by the NATIONAL GEODETIC SURVEY
 OT0451.in June 1991.
 OT0451
 OT0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0451.GEOID18 height accuracy estimate available here.
 OT0451
 OT0451.Click photographs - Photos may exist for this station.
 OT0451
 OT0451.The dynamic height is computed by dividing the NAVD 88
 OT0451.geopotential number by the normal gravity value computed on the
 OT0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0451.degrees latitude (g = 980.6199 gals.).
 OT0451
 OT0451.The modeled gravity was interpolated from observed gravity values.
 OT0451
 OT0451;                    North         East    Units  Estimated Accuracy
 OT0451;SPC SD S     -   101,250.      315,750.      MT  (+/- 180 meters Scaled)
 OT0451
 OT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH949826(NAD 83)
 OT0451
 OT0451                          SUPERSEDED SURVEY CONTROL
 OT0451
 OT0451  NGVD 29 (??/??/92) 1131.081  (m)         3710.89   (f) ADJ UNCH    1 2
 OT0451
 OT0451.Superseded values are not recommended for survey control.
 OT0451
 OT0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0451.See file dsdata.pdf to determine how the superseded data were derived.
 OT0451
 OT0451_MARKER: P = PIPE CAP
 OT0451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0451_STAMPING: 3708 DW
 OT0451_MARK LOGO: USGS
 OT0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0451
 OT0451  HISTORY     - Date     Condition        Report By
 OT0451  HISTORY     - 1898     MONUMENTED       USGS
 OT0451  HISTORY     - 1957     GOOD             CGS
 OT0451  HISTORY     - 1985     GOOD             NGS
 OT0451
 OT0451                          STATION DESCRIPTION
 OT0451
 OT0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0451'AT PROVO.
 OT0451'AT PROVO, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 OT0451'IN SECTION 12, T. 10 S., R. 2 E., 568 FEET EAST OF THE EAST
 OT0451'END OF THE STATION, 51 FEET NORTH OF THE NORTH RAIL OF THE
 OT0451'MAIN TRACK, 21.5 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK,
 OT0451'115 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 87, 4 FEET
 OT0451'EAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A CONCRETE WITNESS
 OT0451'POST, ABOUT 1 FOOT BELOW THE TOP OF THE RAILS, A CAP ON A
 OT0451'3 1/2-INCH IRON PIPE PROJECTING 1 INCH.
 OT0451
 OT0451                          STATION RECOVERY (1985)
 OT0451
 OT0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0451'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.40 KM (0.25
 OT0451'MI) SOUTHEAST ALONG STATE HIGHWAY 471 FROM THE POST OFFICE AT PROVO,
 OT0451'AT A BURLINGTON NORTHERN RAILROAD SIGNAL, FOUR POLES SOUTHEAST OF A
 OT0451'RAILROAD SWITCH BOX, 35.0 METERS (115 FT) SOUTH OF THE CENTER OF THE
 OT0451'HIGHWAY, 6.6 METERS (21.5 FT) NORTH OF THE NORTH RAIL OF A SIDE TRACK
 OT0451'FOR THE RAILROAD AND 1.2 METERS (4 FT) EAST OF A TELEPHONE POLE.
 OT0451'THE MARK IS 1.2 METERS  SE FROM  A WITNESS POST
 OT0451'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0511 ***********************************************************************
 OT0511  DESIGNATION -  3794 DW
 OT0511  PID         -  OT0511
 OT0511  STATE/COUNTY-  SD/FALL RIVER
 OT0511  COUNTRY     -  US
 OT0511  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0511
 OT0511                         *CURRENT SURVEY CONTROL
 OT0511  ______________________________________________________________________
 OT0511* NAD 83(1986) POSITION- 43 26 00.     (N) 103 33 24.     (W)   SCALED
 OT0511* NAVD 88 ORTHO HEIGHT -  1157.712 (meters)     3798.26  (feet) POSTED
 OT0511  ______________________________________________________________________
 OT0511  GEOID HEIGHT    -        -15.245 (meters)                     GEOID18
 OT0511  DYNAMIC HEIGHT  -       1157.21  (meters)     3796.6   (feet) COMP
 OT0511  MODELED GRAVITY -    980,146.9   (mgal)                       NAVD 88
 OT0511
 OT0511  VERT ORDER      -  * POSTED, SEE BELOW
 OT0511
 OT0511.The horizontal coordinates were scaled from a map and have
 OT0511.an estimated accuracy of +/- 6 seconds.
 OT0511
 OT0511.The orthometric height was determined by differential leveling
 OT0511.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0511
 OT0511.* This is a POSTED BENCH MARK height.
 OT0511
 OT0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0511.GEOID18 height accuracy estimate available here.
 OT0511
 OT0511.Click photographs - Photos may exist for this station.
 OT0511
 OT0511.The dynamic height is computed by dividing the NAVD 88
 OT0511.geopotential number by the normal gravity value computed on the
 OT0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0511.degrees latitude (g = 980.6199 gals.).
 OT0511
 OT0511.The modeled gravity was interpolated from observed gravity values.
 OT0511
 OT0511;                    North         East    Units  Estimated Accuracy
 OT0511;SPC SD S     -   127,260.      339,110.      MT  (+/- 180 meters Scaled)
 OT0511
 OT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ168099(NAD 83)
 OT0511
 OT0511                          SUPERSEDED SURVEY CONTROL
 OT0511
 OT0511  NGVD 29 (??/??/92) 1157.176  (m)         3796.50   (f) ADJ UNCH    1 2
 OT0511
 OT0511.Superseded values are not recommended for survey control.
 OT0511
 OT0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0511.See file dsdata.pdf to determine how the superseded data were derived.
 OT0511
 OT0511_MARKER: B = BOLT
 OT0511_SETTING: 66 = SET IN ROCK OUTCROP
 OT0511_STAMPING: 3794
 OT0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0511+STABILITY: POSITION/ELEVATION WELL
 OT0511
 OT0511  HISTORY     - Date     Condition        Report By
 OT0511  HISTORY     - 1898     MONUMENTED       USGS
 OT0511  HISTORY     - 1963     GOOD             CGS
 OT0511
 OT0511                          STATION DESCRIPTION
 OT0511
 OT0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0511'6.2 MI W FROM HOT SPRINGS.
 OT0511'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE
 OT0511'HIGHWAY 87 FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE
 OT0511'NORTHWEST ALONG NORTH RIVER STREET, THENCE 5.5 MILES WEST ALONG THE
 OT0511'CHICAGO, BURLINGTON AND QUINCY RAILROAD, IN THE TOP OF A SANDSTONE
 OT0511'LEDGE, 139 FEET NORTHWEST OF THE NORTHWEST RAIL, 138 FEET NORTHWEST
 OT0511'OF THE NORTH CORNER OF A WOODEN TRESTLE, ABOUT 2 FEET BELOW THE
 OT0511'LEVEL OF THE TRACKS, AND SET IN THE TOP OF THE SOUTHWEST EDGE OF A
 OT0511'SANDSTONE LEDGE ON THE NORTHEAST BANK OF A CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5229 ***********************************************************************
 AC5229  DESIGNATION -  37T 126.4
 AC5229  PID         -  AC5229
 AC5229  STATE/COUNTY-  SD/BEADLE
 AC5229  COUNTRY     -  US
 AC5229  USGS QUAD   -  HURON (2017)
 AC5229
 AC5229                         *CURRENT SURVEY CONTROL
 AC5229  ______________________________________________________________________
 AC5229* NAD 83(1986) POSITION- 44 20 29.     (N) 098 13 37.     (W)   SCALED
 AC5229* NAVD 88 ORTHO HEIGHT -   390.737 (meters)     1281.94  (feet) ADJUSTED
 AC5229  ______________________________________________________________________
 AC5229  GEOID HEIGHT    -        -25.076 (meters)                     GEOID18
 AC5229  DYNAMIC HEIGHT  -        390.670 (meters)     1281.72  (feet) COMP
 AC5229  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 AC5229
 AC5229  VERT ORDER      -  FIRST     CLASS II
 AC5229
 AC5229.The horizontal coordinates were scaled from a map and have
 AC5229.an estimated accuracy of +/- 6 seconds.
 AC5229
 AC5229.The orthometric height was determined by differential leveling and
 AC5229.adjusted by the NATIONAL GEODETIC SURVEY
 AC5229.in October 1997.
 AC5229
 AC5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5229.GEOID18 height accuracy estimate available here.
 AC5229
 AC5229.Click photographs - Photos may exist for this station.
 AC5229
 AC5229.The dynamic height is computed by dividing the NAVD 88
 AC5229.geopotential number by the normal gravity value computed on the
 AC5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5229.degrees latitude (g = 980.6199 gals.).
 AC5229
 AC5229.The modeled gravity was interpolated from observed gravity values.
 AC5229
 AC5229;                    North         East    Units  Estimated Accuracy
 AC5229;SPC SD N     -    58,010.      741,380.      MT  (+/- 180 meters Scaled)
 AC5229
 AC5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ616100(NAD 83)
 AC5229
 AC5229                          SUPERSEDED SURVEY CONTROL
 AC5229
 AC5229.No superseded survey control is available for this station.
 AC5229
 AC5229_MARKER: DD = SURVEY DISK
 AC5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5229_STAMPING: 37T-126.4
 AC5229_MARK LOGO: SDDT
 AC5229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5229+STABILITY: SURFACE MOTION
 AC5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5229+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2014
 AC5229
 AC5229  HISTORY     - Date     Condition        Report By
 AC5229  HISTORY     - UNK      MONUMENTED       SDDT
 AC5229  HISTORY     - 19950630 GOOD             NGS
 AC5229  HISTORY     - 20140627 GOOD             INDIV
 AC5229
 AC5229                          STATION DESCRIPTION
 AC5229
 AC5229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5229'IN HURON, AT THE INTERSECTION OF 21ST STREET SOUTHWEST AND MEADOWLARK
 AC5229'LANE, 25.2 M (82.7 FT) EAST OF THE EXTENDED CENTER OF THE LANE, 9.1 M
 AC5229'(29.9 FT) SOUTH OF THE STREET CENTERLINE, 6.9 M (22.6 FT) NORTHWEST OF
 AC5229'A UTILITY POLE WITH 2 TRANSFORMERS, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AC5229'THE STREET, 0.2 M (0.7 FT) SOUTH OF A METAL GUARD POST, AND THE
 AC5229'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5229
 AC5229                          STATION RECOVERY (2014)
 AC5229
 AC5229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JHC)
 AC5229'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0949 ***********************************************************************
 OT0949  DESIGNATION -  38 T
 OT0949  PID         -  OT0949
 OT0949  STATE/COUNTY-  SD/SHANNON
 OT0949  COUNTRY     -  US
 OT0949  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0949
 OT0949                         *CURRENT SURVEY CONTROL
 OT0949  ______________________________________________________________________
 OT0949* NAD 83(1986) POSITION- 43 11 16.     (N) 102 51 50.     (W)   SCALED
 OT0949* NAVD 88 ORTHO HEIGHT -   934.257 (meters)     3065.14  (feet) ADJUSTED
 OT0949  ______________________________________________________________________
 OT0949  GEOID HEIGHT    -        -17.701 (meters)                     GEOID18
 OT0949  DYNAMIC HEIGHT  -        933.873 (meters)     3063.88  (feet) COMP
 OT0949  MODELED GRAVITY -    980,176.7   (mgal)                       NAVD 88
 OT0949
 OT0949  VERT ORDER      -  FIRST     CLASS II
 OT0949
 OT0949.The horizontal coordinates were scaled from a map and have
 OT0949.an estimated accuracy of +/- 6 seconds.
 OT0949
 OT0949.The orthometric height was determined by differential leveling and
 OT0949.adjusted by the NATIONAL GEODETIC SURVEY
 OT0949.in June 1994.
 OT0949
 OT0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0949.GEOID18 height accuracy estimate available here.
 OT0949
 OT0949.Click photographs - Photos may exist for this station.
 OT0949
 OT0949.The dynamic height is computed by dividing the NAVD 88
 OT0949.geopotential number by the normal gravity value computed on the
 OT0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0949.degrees latitude (g = 980.6199 gals.).
 OT0949
 OT0949.The modeled gravity was interpolated from observed gravity values.
 OT0949
 OT0949;                    North         East    Units  Estimated Accuracy
 OT0949;SPC SD S     -    98,060.      394,330.      MT  (+/- 180 meters Scaled)
 OT0949
 OT0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH735838(NAD 83)
 OT0949
 OT0949                          SUPERSEDED SURVEY CONTROL
 OT0949
 OT0949.No superseded survey control is available for this station.
 OT0949
 OT0949_MARKER: DD = SURVEY DISK
 OT0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0949_STAMPING: 38 T 1967 3063
 OT0949_MARK LOGO: USGS
 OT0949_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0949+STABILITY: SURFACE MOTION
 OT0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0949+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0949
 OT0949  HISTORY     - Date     Condition        Report By
 OT0949  HISTORY     - 1967     MONUMENTED       USGS
 OT0949  HISTORY     - 19930919 GOOD             NGS
 OT0949
 OT0949                          STATION DESCRIPTION
 OT0949
 OT0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0949'35.0 KM (21.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0949'OFFICE IN PINE RIDGE, 1.4 KM (0.85 MI) EAST OF MILEPOST 81, 221.0 M
 OT0949'(725.1 FT) WEST OF MILEPOST 82, 22.8 M (74.8 FT) EAST OF THE CENTER
 OT0949'OF A FIELD ENTRANCE, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY
 OT0949'CENTERLINE, 16.6 M (54.5 FT) EAST OF A UTILITY POLE, 1.0 M (3.3 FT)
 OT0949'ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS
 OT0949'POST AND FENCE, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE
 OT0949'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0013 ***********************************************************************
 OU0013  DESIGNATION -  38.24
 OU0013  PID         -  OU0013
 OU0013  STATE/COUNTY-  SD/CUSTER
 OU0013  COUNTRY     -  US
 OU0013  USGS QUAD   -  DEWEY (2017)
 OU0013
 OU0013                         *CURRENT SURVEY CONTROL
 OU0013  ______________________________________________________________________
 OU0013* NAD 83(1986) POSITION- 43 33 24.     (N) 104 03 18.     (W)   SCALED
 OU0013* NAVD 88 ORTHO HEIGHT -  1142.546 (meters)     3748.50  (feet) ADJUSTED
 OU0013  ______________________________________________________________________
 OU0013  GEOID HEIGHT    -        -14.525 (meters)                     GEOID18
 OU0013  DYNAMIC HEIGHT  -       1142.075 (meters)     3746.96  (feet) COMP
 OU0013  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 OU0013
 OU0013  VERT ORDER      -  FIRST     CLASS II
 OU0013
 OU0013.The horizontal coordinates were scaled from a map and have
 OU0013.an estimated accuracy of +/- 6 seconds.
 OU0013
 OU0013.The orthometric height was determined by differential leveling and
 OU0013.adjusted by the NATIONAL GEODETIC SURVEY
 OU0013.in June 1991.
 OU0013
 OU0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0013.GEOID18 height accuracy estimate available here.
 OU0013
 OU0013.Click photographs - Photos may exist for this station.
 OU0013
 OU0013.The dynamic height is computed by dividing the NAVD 88
 OU0013.geopotential number by the normal gravity value computed on the
 OU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0013.degrees latitude (g = 980.6199 gals.).
 OU0013
 OU0013.The modeled gravity was interpolated from observed gravity values.
 OU0013
 OU0013;                    North         East    Units  Estimated Accuracy
 OU0013;SPC SD S     -   142,640.      299,410.      MT  (+/- 180 meters Scaled)
 OU0013
 OU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ763230(NAD 83)
 OU0013
 OU0013                          SUPERSEDED SURVEY CONTROL
 OU0013
 OU0013  NGVD 29 (??/??/92) 1141.973  (m)         3746.62   (f) ADJ UNCH    1 2
 OU0013
 OU0013.Superseded values are not recommended for survey control.
 OU0013
 OU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0013.See file dsdata.pdf to determine how the superseded data were derived.
 OU0013
 OU0013_MARKER: DD = SURVEY DISK
 OU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0013+STABILITY: SURFACE MOTION
 OU0013
 OU0013  HISTORY     - Date     Condition        Report By
 OU0013  HISTORY     - UNK      MONUMENTED       NONE
 OU0013  HISTORY     - 1957     GOOD             CGS
 OU0013
 OU0013                          STATION DESCRIPTION
 OU0013
 OU0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0013'21.6 MI NW FROM EDGEMONT.
 OU0013'ABOUT 21.55 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0013'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SOUTH DAKOTA
 OU0013'SECTION 6, T. 6 S., R. 1 E., AND WYOMING SECTION 3, T. 41 N.,
 OU0013'R. 60 W., ON THE WYOMING-SOUTH DAKOTA STATE LINE, 128 FEET
 OU0013'SOUTHWEST OF THE SOUTHWEST RAIL, THE BOTTOM OF A SQUARE HOLE
 OU0013'IN THE TOP OF A 3-FOOT HIGH AND 10X10 INCHES SQUARE YELLOW
 OU0013'SANDSTONE POST MARKING THE STATE LINE.  THE POST HAS WY ON ITS
 OU0013'WEST FACE, SD ON ITS EAST FACE, 38.24 M ON THE SOUTH FACE AND
 OU0013'1904 ON THE NORTH FACE.  THIS MARK IS 22.9 MILES SOUTHEAST
 OU0013'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE
 OU0013'STATION AT NEWCASTLE, WYOMING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5549 ***********************************************************************
 AC5549  DESIGNATION -  3812 DW
 AC5549  PID         -  AC5549
 AC5549  STATE/COUNTY-  SD/PENNINGTON
 AC5549  COUNTRY     -  US
 AC5549  USGS QUAD   -  HAYWARD (2017)
 AC5549
 AC5549                         *CURRENT SURVEY CONTROL
 AC5549  ______________________________________________________________________
 AC5549* NAD 83(1986) POSITION- 43 52 17.54   (N) 103 20 08.21   (W)   HD_HELD1
 AC5549* NAVD 88 ORTHO HEIGHT -  1163.099 (meters)     3815.93  (feet) ADJUSTED
 AC5549  ______________________________________________________________________
 AC5549  GEOID HEIGHT    -        -15.189 (meters)                     GEOID18
 AC5549  DYNAMIC HEIGHT  -       1162.617 (meters)     3814.35  (feet) COMP
 AC5549  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 AC5549
 AC5549  VERT ORDER      -  FIRST     CLASS II
 AC5549
 AC5549.The horizontal coordinates were determined by differentially corrected
 AC5549.hand held GPS observations or other comparable positioning techniques
 AC5549.and have an estimated accuracy of +/- 3 meters.
 AC5549
 AC5549.The orthometric height was determined by differential leveling and
 AC5549.adjusted by the NATIONAL GEODETIC SURVEY
 AC5549.in October 1997.
 AC5549
 AC5549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5549.GEOID18 height accuracy estimate available here.
 AC5549
 AC5549.Click photographs - Photos may exist for this station.
 AC5549
 AC5549.The dynamic height is computed by dividing the NAVD 88
 AC5549.geopotential number by the normal gravity value computed on the
 AC5549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5549.degrees latitude (g = 980.6199 gals.).
 AC5549
 AC5549.The modeled gravity was interpolated from observed gravity values.
 AC5549
 AC5549;                    North         East    Units  Estimated Accuracy
 AC5549;SPC SD S     -   175,243.4     358,752.2     MT  (+/- 3 meters HH1 GPS) 
 AC5549
 AC5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3372958951(NAD 83)
 AC5549
 AC5549                          SUPERSEDED SURVEY CONTROL
 AC5549
 AC5549.No superseded survey control is available for this station.
 AC5549
 AC5549_MARKER: DB = BENCH MARK DISK
 AC5549_SETTING: 80 = SET IN A BOULDER
 AC5549_STAMPING: 3812 DW
 AC5549_MARK LOGO: USGS
 AC5549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5549+STABILITY: SURFACE MOTION
 AC5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5549+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 AC5549
 AC5549  HISTORY     - Date     Condition        Report By
 AC5549  HISTORY     - 1900     MONUMENTED       USGS
 AC5549  HISTORY     - 19950501 GOOD             NGS
 AC5549  HISTORY     - 20110627 GOOD             INDIV
 AC5549
 AC5549                          STATION DESCRIPTION
 AC5549
 AC5549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5549'9.5 KM (5.90 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5549'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, NEAR THE CENTER OF A 9 BY
 AC5549'16-FOOT BOULDER THAT PROJECTS 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE,
 AC5549'263.0 M (862.9 FT) WEST OF MILEPOST 38, 37.3 M (122.4 FT) SOUTHWEST OF
 AC5549'AND LEVEL WITH THE HIGHWAY CENTERLINE, 24.5 M (80.4 FT) NORTHWEST OF
 AC5549'THE NORTH CORNER OF A CAMPGROUND OFFICE, AND 7.7 M (25.3 FT) SOUTHEAST
 AC5549'OF THE CENTER OF AN ENTRANCE ROAD LEADING TO THE CAMPGROUND.
 AC5549
 AC5549                          STATION RECOVERY (2011)
 AC5549
 AC5549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5695 ***********************************************************************
 AC5695  DESIGNATION -  385 036.89
 AC5695  PID         -  AC5695
 AC5695  STATE/COUNTY-  SD/FALL RIVER
 AC5695  COUNTRY     -  US
 AC5695  USGS QUAD   -  HOT SPRINGS (2017)
 AC5695
 AC5695                         *CURRENT SURVEY CONTROL
 AC5695  ______________________________________________________________________
 AC5695* NAD 83(1986) POSITION- 43 26 33.71   (N) 103 28 28.51   (W)   HD_HELD1
 AC5695* NAVD 88 ORTHO HEIGHT -  1068.846 (meters)     3506.71  (feet) ADJUSTED
 AC5695  ______________________________________________________________________
 AC5695  GEOID HEIGHT    -        -15.526 (meters)                     GEOID18
 AC5695  DYNAMIC HEIGHT  -       1068.403 (meters)     3505.25  (feet) COMP
 AC5695  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 AC5695
 AC5695  VERT ORDER      -  FIRST     CLASS II
 AC5695
 AC5695.The horizontal coordinates were determined by differentially corrected
 AC5695.hand held GPS observations or other comparable positioning techniques
 AC5695.and have an estimated accuracy of +/- 3 meters.
 AC5695
 AC5695.The orthometric height was determined by differential leveling and
 AC5695.adjusted by the NATIONAL GEODETIC SURVEY
 AC5695.in October 1997.
 AC5695
 AC5695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5695.GEOID18 height accuracy estimate available here.
 AC5695
 AC5695.Click photographs - Photos may exist for this station.
 AC5695
 AC5695.The dynamic height is computed by dividing the NAVD 88
 AC5695.geopotential number by the normal gravity value computed on the
 AC5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5695.degrees latitude (g = 980.6199 gals.).
 AC5695
 AC5695.The modeled gravity was interpolated from observed gravity values.
 AC5695
 AC5695;                    North         East    Units  Estimated Accuracy
 AC5695;SPC SD S     -   128,048.1     345,788.9     MT  (+/- 3 meters HH1 GPS) 
 AC5695
 AC5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2343811107(NAD 83)
 AC5695
 AC5695                          SUPERSEDED SURVEY CONTROL
 AC5695
 AC5695.No superseded survey control is available for this station.
 AC5695
 AC5695_MARKER: DB = BENCH MARK DISK
 AC5695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5695_SP_SET: BRIDGE DECK
 AC5695_STAMPING: 385-36.89 1977 3505.O5
 AC5695_MARK LOGO: SDDT
 AC5695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5695+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2019
 AC5695
 AC5695  HISTORY     - Date     Condition        Report By
 AC5695  HISTORY     - 1977     MONUMENTED       SDDT
 AC5695  HISTORY     - 19950410 GOOD             NGS
 AC5695  HISTORY     - 20190606 GOOD             USPSQD
 AC5695
 AC5695                          STATION DESCRIPTION
 AC5695
 AC5695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5695'1.9 KM (1.20 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5695'IN HOT SPRINGS, NEAR THE NORTHWEST CORNER OF THE CONCRETE BRIDGE DECK
 AC5695'OF A SMALL BRIDGE SPANNING A CREEK, 125.6 M (412.1 FT) SOUTH OF
 AC5695'MILEPOST 37, 19.7 M (64.6 FT) NORTH OF THE CENTER OF PACIFIC AVENUE,
 AC5695'15.4 M (50.5 FT) WEST OF A UTILITY LIGHT POLE, 8.1 M (26.6 FT) EAST OF
 AC5695'THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) WEST OF THE EAST BRIDGE
 AC5695'PARAPET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC5695
 AC5695                          STATION RECOVERY (2019)
 AC5695
 AC5695'RECOVERY NOTE BY US POWER SQUADRON 2019 (MLG)
 AC5695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5694 ***********************************************************************
 AC5694  DESIGNATION -  385 037.81
 AC5694  PID         -  AC5694
 AC5694  STATE/COUNTY-  SD/FALL RIVER
 AC5694  COUNTRY     -  US
 AC5694  USGS QUAD   -  HOT SPRINGS (2017)
 AC5694
 AC5694                         *CURRENT SURVEY CONTROL
 AC5694  ______________________________________________________________________
 AC5694* NAD 83(1986) POSITION- 43 27 19.     (N) 103 28 30.     (W)   SCALED
 AC5694* NAVD 88 ORTHO HEIGHT -  1113.548 (meters)     3653.37  (feet) ADJUSTED
 AC5694  ______________________________________________________________________
 AC5694  GEOID HEIGHT    -        -15.476 (meters)                     GEOID18
 AC5694  DYNAMIC HEIGHT  -       1113.080 (meters)     3651.83  (feet) COMP
 AC5694  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 AC5694
 AC5694  VERT ORDER      -  FIRST     CLASS II
 AC5694
 AC5694.The horizontal coordinates were scaled from a map and have
 AC5694.an estimated accuracy of +/- 6 seconds.
 AC5694
 AC5694.The orthometric height was determined by differential leveling and
 AC5694.adjusted by the NATIONAL GEODETIC SURVEY
 AC5694.in October 1997.
 AC5694
 AC5694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5694.GEOID18 height accuracy estimate available here.
 AC5694
 AC5694.Click photographs - Photos may exist for this station.
 AC5694
 AC5694.The dynamic height is computed by dividing the NAVD 88
 AC5694.geopotential number by the normal gravity value computed on the
 AC5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5694.degrees latitude (g = 980.6199 gals.).
 AC5694
 AC5694.The modeled gravity was interpolated from observed gravity values.
 AC5694
 AC5694;                    North         East    Units  Estimated Accuracy
 AC5694;SPC SD S     -   129,450.      345,810.      MT  (+/- 180 meters Scaled)
 AC5694
 AC5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ233125(NAD 83)
 AC5694
 AC5694                          SUPERSEDED SURVEY CONTROL
 AC5694
 AC5694.No superseded survey control is available for this station.
 AC5694
 AC5694_MARKER: DB = BENCH MARK DISK
 AC5694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5694_STAMPING: 385-37.81 1994
 AC5694_MARK LOGO: SDDT
 AC5694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5694+STABILITY: SURFACE MOTION
 AC5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5694+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5694
 AC5694  HISTORY     - Date     Condition        Report By
 AC5694  HISTORY     - 1994     MONUMENTED       SDDT
 AC5694  HISTORY     - 19950410 GOOD             NGS
 AC5694
 AC5694                          STATION DESCRIPTION
 AC5694
 AC5694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5694'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5694'IN HOT SPRINGS, 316.0 M (1036.7 FT) SOUTH OF MILEPOST 38, 24.2 M (79.4
 AC5694'FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO A RADIO STATION, 24.0
 AC5694'M (78.7 FT) EAST OF THE SOUTHEAST CORNER OF THE RADIO STATION, 22.6 M
 AC5694'(74.1 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 2.3 M (7.5
 AC5694'FT) NORTHEAST OF A UTILITY LIGHT POLE, 0.3 M (1.0 FT) EAST OF A
 AC5694'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5694'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5693 ***********************************************************************
 AC5693  DESIGNATION -  385 038.85
 AC5693  PID         -  AC5693
 AC5693  STATE/COUNTY-  SD/FALL RIVER
 AC5693  COUNTRY     -  US
 AC5693  USGS QUAD   -  HOT SPRINGS (2017)
 AC5693
 AC5693                         *CURRENT SURVEY CONTROL
 AC5693  ______________________________________________________________________
 AC5693* NAD 83(1986) POSITION- 43 28 13.     (N) 103 28 12.     (W)   SCALED
 AC5693* NAVD 88 ORTHO HEIGHT -  1131.603 (meters)     3712.60  (feet) ADJUSTED
 AC5693  ______________________________________________________________________
 AC5693  GEOID HEIGHT    -        -15.434 (meters)                     GEOID18
 AC5693  DYNAMIC HEIGHT  -       1131.120 (meters)     3711.02  (feet) COMP
 AC5693  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 AC5693
 AC5693  VERT ORDER      -  FIRST     CLASS II
 AC5693
 AC5693.The horizontal coordinates were scaled from a map and have
 AC5693.an estimated accuracy of +/- 6 seconds.
 AC5693
 AC5693.The orthometric height was determined by differential leveling and
 AC5693.adjusted by the NATIONAL GEODETIC SURVEY
 AC5693.in October 1997.
 AC5693
 AC5693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5693.GEOID18 height accuracy estimate available here.
 AC5693
 AC5693.Click photographs - Photos may exist for this station.
 AC5693
 AC5693.The dynamic height is computed by dividing the NAVD 88
 AC5693.geopotential number by the normal gravity value computed on the
 AC5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5693.degrees latitude (g = 980.6199 gals.).
 AC5693
 AC5693.The modeled gravity was interpolated from observed gravity values.
 AC5693
 AC5693;                    North         East    Units  Estimated Accuracy
 AC5693;SPC SD S     -   131,100.      346,280.      MT  (+/- 180 meters Scaled)
 AC5693
 AC5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ237141(NAD 83)
 AC5693
 AC5693                          SUPERSEDED SURVEY CONTROL
 AC5693
 AC5693.No superseded survey control is available for this station.
 AC5693
 AC5693_MARKER: DB = BENCH MARK DISK
 AC5693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5693_STAMPING: 385-38.85 1994
 AC5693_MARK LOGO: SDDT
 AC5693_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5693+STABILITY: SURFACE MOTION
 AC5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5693+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5693
 AC5693  HISTORY     - Date     Condition        Report By
 AC5693  HISTORY     - 1994     MONUMENTED       SDDT
 AC5693  HISTORY     - 19950410 GOOD             NGS
 AC5693
 AC5693                          STATION DESCRIPTION
 AC5693
 AC5693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5693'5.1 KM (3.15 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5693'IN HOT SPRINGS, 218.9 M (718.2 FT) SOUTH OF MILEPOST 39, 22.6 M (74.1
 AC5693'FT) WEST OF THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT) EAST OF A FENCE,
 AC5693'9.8 M (32.2 FT) SOUTH OF THE CENTER OF A PAVED VIEWING AREA, 6.2 M
 AC5693'(20.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AC5693'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5692 ***********************************************************************
 AC5692  DESIGNATION -  385 039.92
 AC5692  PID         -  AC5692
 AC5692  STATE/COUNTY-  SD/CUSTER
 AC5692  COUNTRY     -  US
 AC5692  USGS QUAD   -  HOT SPRINGS (2017)
 AC5692
 AC5692                         *CURRENT SURVEY CONTROL
 AC5692  ______________________________________________________________________
 AC5692* NAD 83(1986) POSITION- 43 29 05.     (N) 103 27 47.     (W)   SCALED
 AC5692* NAVD 88 ORTHO HEIGHT -  1161.321 (meters)     3810.10  (feet) ADJUSTED
 AC5692  ______________________________________________________________________
 AC5692  GEOID HEIGHT    -        -15.401 (meters)                     GEOID18
 AC5692  DYNAMIC HEIGHT  -       1160.824 (meters)     3808.47  (feet) COMP
 AC5692  MODELED GRAVITY -    980,151.5   (mgal)                       NAVD 88
 AC5692
 AC5692  VERT ORDER      -  FIRST     CLASS II
 AC5692
 AC5692.The horizontal coordinates were scaled from a map and have
 AC5692.an estimated accuracy of +/- 6 seconds.
 AC5692
 AC5692.The orthometric height was determined by differential leveling and
 AC5692.adjusted by the NATIONAL GEODETIC SURVEY
 AC5692.in October 1997.
 AC5692
 AC5692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5692.GEOID18 height accuracy estimate available here.
 AC5692
 AC5692.Click photographs - Photos may exist for this station.
 AC5692
 AC5692.The dynamic height is computed by dividing the NAVD 88
 AC5692.geopotential number by the normal gravity value computed on the
 AC5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5692.degrees latitude (g = 980.6199 gals.).
 AC5692
 AC5692.The modeled gravity was interpolated from observed gravity values.
 AC5692
 AC5692;                    North         East    Units  Estimated Accuracy
 AC5692;SPC SD S     -   132,680.      346,900.      MT  (+/- 180 meters Scaled)
 AC5692
 AC5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ242157(NAD 83)
 AC5692
 AC5692                          SUPERSEDED SURVEY CONTROL
 AC5692
 AC5692.No superseded survey control is available for this station.
 AC5692
 AC5692_MARKER: DB = BENCH MARK DISK
 AC5692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5692_STAMPING: 385-39.92 1994
 AC5692_MARK LOGO: SDDT
 AC5692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5692+STABILITY: SURFACE MOTION
 AC5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5692+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5692
 AC5692  HISTORY     - Date     Condition        Report By
 AC5692  HISTORY     - 1994     MONUMENTED       SDDT
 AC5692  HISTORY     - 19950410 GOOD             NGS
 AC5692
 AC5692                          STATION DESCRIPTION
 AC5692
 AC5692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5692'6.8 KM (4.20 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5692'IN HOT SPRINGS, 119.6 M (392.4 FT) SOUTH OF MILEPOST 40, 22.4 M (73.5
 AC5692'FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 AC5692'SOUTH OF THE CENTER OF A GRAVELED FIELD ENTRANCE, 4.8 M (15.7 FT)
 AC5692'SOUTH OF THE CENTER OF THE MOST SOUTHERLY OF 2 GATES, 3.1 M (10.2 FT)
 AC5692'NORTH OF THE SOUTH END OF 3 BRACED FENCE POSTS, 0.3 M (1.0 FT)
 AC5692'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 AC5692'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5691 ***********************************************************************
 AC5691  DESIGNATION -  385 040.94
 AC5691  PID         -  AC5691
 AC5691  STATE/COUNTY-  SD/CUSTER
 AC5691  COUNTRY     -  US
 AC5691  USGS QUAD   -  HOT SPRINGS (2017)
 AC5691
 AC5691                         *CURRENT SURVEY CONTROL
 AC5691  ______________________________________________________________________
 AC5691* NAD 83(1986) POSITION- 43 29 59.     (N) 103 27 44.     (W)   SCALED
 AC5691* NAVD 88 ORTHO HEIGHT -  1201.971 (meters)     3943.47  (feet) ADJUSTED
 AC5691  ______________________________________________________________________
 AC5691  GEOID HEIGHT    -        -15.345 (meters)                     GEOID18
 AC5691  DYNAMIC HEIGHT  -       1201.463 (meters)     3941.80  (feet) COMP
 AC5691  MODELED GRAVITY -    980,155.0   (mgal)                       NAVD 88
 AC5691
 AC5691  VERT ORDER      -  FIRST     CLASS II
 AC5691
 AC5691.The horizontal coordinates were scaled from a map and have
 AC5691.an estimated accuracy of +/- 6 seconds.
 AC5691
 AC5691.The orthometric height was determined by differential leveling and
 AC5691.adjusted by the NATIONAL GEODETIC SURVEY
 AC5691.in October 1997.
 AC5691
 AC5691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5691.GEOID18 height accuracy estimate available here.
 AC5691
 AC5691.Click photographs - Photos may exist for this station.
 AC5691
 AC5691.The dynamic height is computed by dividing the NAVD 88
 AC5691.geopotential number by the normal gravity value computed on the
 AC5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5691.degrees latitude (g = 980.6199 gals.).
 AC5691
 AC5691.The modeled gravity was interpolated from observed gravity values.
 AC5691
 AC5691;                    North         East    Units  Estimated Accuracy
 AC5691;SPC SD S     -   134,340.      347,030.      MT  (+/- 180 meters Scaled)
 AC5691
 AC5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ243174(NAD 83)
 AC5691
 AC5691                          SUPERSEDED SURVEY CONTROL
 AC5691
 AC5691.No superseded survey control is available for this station.
 AC5691
 AC5691_MARKER: DB = BENCH MARK DISK
 AC5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5691_STAMPING: 385-40.94 1994
 AC5691_MARK LOGO: SDDT
 AC5691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5691+STABILITY: SURFACE MOTION
 AC5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5691+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5691
 AC5691  HISTORY     - Date     Condition        Report By
 AC5691  HISTORY     - 1994     MONUMENTED       SDDT
 AC5691  HISTORY     - 19950410 GOOD             NGS
 AC5691
 AC5691                          STATION DESCRIPTION
 AC5691
 AC5691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5691'8.5 KM (5.30 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5691'IN HOT SPRINGS, 91.8 M (301.2 FT) SOUTH OF MILEPOST 41, 22.4 M (73.5
 AC5691'FT) WEST OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) SOUTH OF THE
 AC5691'CENTER OF A GRAVELED ROAD LEADING TO THE BATTLE MOUNTAIN SUBDIVISION,
 AC5691'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF
 AC5691'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5691'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5690 ***********************************************************************
 AC5690  DESIGNATION -  385 041.43
 AC5690  PID         -  AC5690
 AC5690  STATE/COUNTY-  SD/CUSTER
 AC5690  COUNTRY     -  US
 AC5690  USGS QUAD   -  WIND CAVE (2017)
 AC5690
 AC5690                         *CURRENT SURVEY CONTROL
 AC5690  ______________________________________________________________________
 AC5690* NAD 83(1986) POSITION- 43 30 22.64   (N) 103 27 42.13   (W)   HD_HELD1
 AC5690* NAVD 88 ORTHO HEIGHT -  1219.390 (meters)     4000.62  (feet) ADJUSTED
 AC5690  ______________________________________________________________________
 AC5690  GEOID HEIGHT    -        -15.320 (meters)                     GEOID18
 AC5690  DYNAMIC HEIGHT  -       1218.878 (meters)     3998.94  (feet) COMP
 AC5690  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 AC5690
 AC5690  VERT ORDER      -  FIRST     CLASS II
 AC5690
 AC5690.The horizontal coordinates were determined by differentially corrected
 AC5690.hand held GPS observations or other comparable positioning techniques
 AC5690.and have an estimated accuracy of +/- 3 meters.
 AC5690
 AC5690.The orthometric height was determined by differential leveling and
 AC5690.adjusted by the NATIONAL GEODETIC SURVEY
 AC5690.in October 1997.
 AC5690
 AC5690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5690.GEOID18 height accuracy estimate available here.
 AC5690
 AC5690.Click photographs - Photos may exist for this station.
 AC5690
 AC5690.The dynamic height is computed by dividing the NAVD 88
 AC5690.geopotential number by the normal gravity value computed on the
 AC5690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5690.degrees latitude (g = 980.6199 gals.).
 AC5690
 AC5690.The modeled gravity was interpolated from observed gravity values.
 AC5690
 AC5690;                    North         East    Units  Estimated Accuracy
 AC5690;SPC SD S     -   135,068.2     347,097.0     MT  (+/- 3 meters HH1 GPS) 
 AC5690
 AC5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2435018189(NAD 83)
 AC5690
 AC5690                          SUPERSEDED SURVEY CONTROL
 AC5690
 AC5690.No superseded survey control is available for this station.
 AC5690
 AC5690_MARKER: Z = SEE DESCRIPTION
 AC5690_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5690_STAMPING: 385-41.43 1995
 AC5690_MARK LOGO: NGS
 AC5690_PROJECTION: FLUSH
 AC5690_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5690+STABILITY: POSITION/ELEVATION WELL
 AC5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5690+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5690_ROD/PIPE-DEPTH: 6.4 meters
 AC5690_SLEEVE-DEPTH  : 4.0 meters
 AC5690
 AC5690  HISTORY     - Date     Condition        Report By
 AC5690  HISTORY     - 1995     MONUMENTED       SDDT
 AC5690  HISTORY     - 19950410 GOOD             NGS
 AC5690
 AC5690                          STATION DESCRIPTION
 AC5690
 AC5690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5690'9.2 KM (5.70 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5690'IN HOT SPRINGS, 696.3 M (2284.4 FT) NORTH OF MILEPOST 41, 134.0 M
 AC5690'(439.6 FT) SOUTHEAST OF THE EXTENDED CENTER OF A GRAVELED ROAD, 28.3 M
 AC5690'(92.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AC5690'THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS POST,
 AC5690'0.8 M (2.6 FT) WEST OF THE SOUTH END OF 4 BRACED FENCE POSTS, AND 0.4
 AC5690'M (1.3 FT) SOUTHWEST OF A FENCE.  NOTE--THE DATUM POINT IS A STAINLESS
 AC5690'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 AC5690'INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 AC5690'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5689 ***********************************************************************
 AC5689  DESIGNATION -  385 042.06
 AC5689  PID         -  AC5689
 AC5689  STATE/COUNTY-  SD/CUSTER
 AC5689  COUNTRY     -  US
 AC5689  USGS QUAD   -  WIND CAVE (2017)
 AC5689
 AC5689                         *CURRENT SURVEY CONTROL
 AC5689  ______________________________________________________________________
 AC5689* NAD 83(1986) POSITION- 43 30 50.     (N) 103 28 07.     (W)   SCALED
 AC5689* NAVD 88 ORTHO HEIGHT -  1236.857 (meters)     4057.92  (feet) ADJUSTED
 AC5689  ______________________________________________________________________
 AC5689  GEOID HEIGHT    -        -15.257 (meters)                     GEOID18
 AC5689  DYNAMIC HEIGHT  -       1236.337 (meters)     4056.22  (feet) COMP
 AC5689  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 AC5689
 AC5689  VERT ORDER      -  FIRST     CLASS II
 AC5689
 AC5689.The horizontal coordinates were scaled from a map and have
 AC5689.an estimated accuracy of +/- 6 seconds.
 AC5689
 AC5689.The orthometric height was determined by differential leveling and
 AC5689.adjusted by the NATIONAL GEODETIC SURVEY
 AC5689.in October 1997.
 AC5689
 AC5689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5689.GEOID18 height accuracy estimate available here.
 AC5689
 AC5689.Click photographs - Photos may exist for this station.
 AC5689
 AC5689.The dynamic height is computed by dividing the NAVD 88
 AC5689.geopotential number by the normal gravity value computed on the
 AC5689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5689.degrees latitude (g = 980.6199 gals.).
 AC5689
 AC5689.The modeled gravity was interpolated from observed gravity values.
 AC5689
 AC5689;                    North         East    Units  Estimated Accuracy
 AC5689;SPC SD S     -   135,930.      346,570.      MT  (+/- 180 meters Scaled)
 AC5689
 AC5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ237190(NAD 83)
 AC5689
 AC5689                          SUPERSEDED SURVEY CONTROL
 AC5689
 AC5689.No superseded survey control is available for this station.
 AC5689
 AC5689_MARKER: DB = BENCH MARK DISK
 AC5689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5689_STAMPING: 385-42.06 1994
 AC5689_MARK LOGO: SDDT
 AC5689_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5689+STABILITY: SURFACE MOTION
 AC5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5689+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5689
 AC5689  HISTORY     - Date     Condition        Report By
 AC5689  HISTORY     - 1994     MONUMENTED       SDDT
 AC5689  HISTORY     - 19950410 GOOD             NGS
 AC5689
 AC5689                          STATION DESCRIPTION
 AC5689
 AC5689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5689'10.2 KM (6.35 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5689'OFFICE IN HOT SPRINGS, 248.0 M (813.6 FT) SOUTHEAST OF THE CENTER OF A
 AC5689'GRAVELED ROAD LEADING TO THE BATTLE MOUNTAIN RANCH RECREATION
 AC5689'PROPERTY, 122.8 M (402.9 FT) NORTHWEST OF THE CENTER OF A FIELD
 AC5689'ENTRANCE, 74.5 M (244.4 FT) NORTH OF MILEPOST 42, 23.1 M (75.8 FT)
 AC5689'SOUTHWEST OF THE HIGHWAY CENTERLINE, 3.5 M (11.5 FT) BELOW THE LEVEL
 AC5689'OF THE HIGHWAY, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE
 AC5689'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5688 ***********************************************************************
 AC5688  DESIGNATION -  385 042.34
 AC5688  PID         -  AC5688
 AC5688  STATE/COUNTY-  SD/CUSTER
 AC5688  COUNTRY     -  US
 AC5688  USGS QUAD   -  WIND CAVE (2017)
 AC5688
 AC5688                         *CURRENT SURVEY CONTROL
 AC5688  ______________________________________________________________________
 AC5688* NAD 83(1986) POSITION- 43 31 04.     (N) 103 28 15.     (W)   SCALED
 AC5688* NAVD 88 ORTHO HEIGHT -  1251.144 (meters)     4104.79  (feet) ADJUSTED
 AC5688  ______________________________________________________________________
 AC5688  GEOID HEIGHT    -        -15.229 (meters)                     GEOID18
 AC5688  DYNAMIC HEIGHT  -       1250.618 (meters)     4103.07  (feet) COMP
 AC5688  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 AC5688
 AC5688  VERT ORDER      -  FIRST     CLASS II
 AC5688
 AC5688.The horizontal coordinates were scaled from a map and have
 AC5688.an estimated accuracy of +/- 6 seconds.
 AC5688
 AC5688.The orthometric height was determined by differential leveling and
 AC5688.adjusted by the NATIONAL GEODETIC SURVEY
 AC5688.in October 1997.
 AC5688
 AC5688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5688.GEOID18 height accuracy estimate available here.
 AC5688
 AC5688.Click photographs - Photos may exist for this station.
 AC5688
 AC5688.The dynamic height is computed by dividing the NAVD 88
 AC5688.geopotential number by the normal gravity value computed on the
 AC5688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5688.degrees latitude (g = 980.6199 gals.).
 AC5688
 AC5688.The modeled gravity was interpolated from observed gravity values.
 AC5688
 AC5688;                    North         East    Units  Estimated Accuracy
 AC5688;SPC SD S     -   136,370.      346,410.      MT  (+/- 180 meters Scaled)
 AC5688
 AC5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ235194(NAD 83)
 AC5688
 AC5688                          SUPERSEDED SURVEY CONTROL
 AC5688
 AC5688.No superseded survey control is available for this station.
 AC5688
 AC5688_MARKER: DB = BENCH MARK DISK
 AC5688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5688_STAMPING: 385-42.34 1994
 AC5688_MARK LOGO: SDDT
 AC5688_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5688+STABILITY: SURFACE MOTION
 AC5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5688+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5688
 AC5688  HISTORY     - Date     Condition        Report By
 AC5688  HISTORY     - 1994     MONUMENTED       SDDT
 AC5688  HISTORY     - 19950410 GOOD             NGS
 AC5688  HISTORY     - 20200616 MARK NOT FOUND   NPS
 AC5688
 AC5688                          STATION DESCRIPTION
 AC5688
 AC5688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5688'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5688'OFFICE IN HOT SPRINGS, 550.0 M (1804.5 FT) NORTH OF MILEPOST 42, 26.6
 AC5688'M (87.3 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 22.9 M (75.1
 AC5688'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.7 M (51.5 FT) NORTHEAST OF
 AC5688'A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AC5688'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5688'ABOVE THE GROUND SURFACE.
 AC5688
 AC5688                          STATION RECOVERY (2020)
 AC5688
 AC5688'RECOVERY NOTE BY NATIONAL PARK SERVICE 2020 (JM)
 AC5688'HIGHWAY WAS REBUILT AND REALIGNED IN LATE 1990'S.  DESCRIPTION
 AC5688'INDICATES THAT MARK MAY BE UNDER NEW ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5687 ***********************************************************************
 AC5687  DESIGNATION -  385 043.27
 AC5687  PID         -  AC5687
 AC5687  STATE/COUNTY-  SD/CUSTER
 AC5687  COUNTRY     -  US
 AC5687  USGS QUAD   -  WIND CAVE (2017)
 AC5687
 AC5687                         *CURRENT SURVEY CONTROL
 AC5687  ______________________________________________________________________
 AC5687* NAD 83(1986) POSITION- 43 31 12.     (N) 103 29 14.     (W)   SCALED
 AC5687* NAVD 88 ORTHO HEIGHT -  1276.639 (meters)     4188.44  (feet) ADJUSTED
 AC5687  ______________________________________________________________________
 AC5687  GEOID HEIGHT    -        -15.146 (meters)                     GEOID18
 AC5687  DYNAMIC HEIGHT  -       1276.093 (meters)     4186.65  (feet) COMP
 AC5687  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 AC5687
 AC5687  VERT ORDER      -  FIRST     CLASS II
 AC5687
 AC5687.The horizontal coordinates were scaled from a map and have
 AC5687.an estimated accuracy of +/- 6 seconds.
 AC5687
 AC5687.The orthometric height was determined by differential leveling and
 AC5687.adjusted by the NATIONAL GEODETIC SURVEY
 AC5687.in October 1997.
 AC5687
 AC5687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5687.GEOID18 height accuracy estimate available here.
 AC5687
 AC5687.Click photographs - Photos may exist for this station.
 AC5687
 AC5687.The dynamic height is computed by dividing the NAVD 88
 AC5687.geopotential number by the normal gravity value computed on the
 AC5687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5687.degrees latitude (g = 980.6199 gals.).
 AC5687
 AC5687.The modeled gravity was interpolated from observed gravity values.
 AC5687
 AC5687;                    North         East    Units  Estimated Accuracy
 AC5687;SPC SD S     -   136,670.      345,090.      MT  (+/- 180 meters Scaled)
 AC5687
 AC5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ222196(NAD 83)
 AC5687
 AC5687                          SUPERSEDED SURVEY CONTROL
 AC5687
 AC5687.No superseded survey control is available for this station.
 AC5687
 AC5687_MARKER: Z = SEE DESCRIPTION
 AC5687_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5687_STAMPING: 385-43.27 1995
 AC5687_MARK LOGO: NGS
 AC5687_PROJECTION: RECESSED 5 CENTIMETERS
 AC5687_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5687+STABILITY: POSITION/ELEVATION WELL
 AC5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5687+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2021
 AC5687_ROD/PIPE-DEPTH: 6.4 meters
 AC5687_SLEEVE-DEPTH  : 4.0 meters
 AC5687
 AC5687  HISTORY     - Date     Condition        Report By
 AC5687  HISTORY     - 1995     MONUMENTED       SDDT
 AC5687  HISTORY     - 19950410 GOOD             NGS
 AC5687  HISTORY     - 20210616 GOOD             NPS
 AC5687
 AC5687                          STATION DESCRIPTION
 AC5687
 AC5687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5687'12.2 KM (7.60 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5687'OFFICE IN HOT SPRINGS, 412.4 M (1353.0 FT) NORTH OF MILEPOST 43, 31.2
 AC5687'M (102.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 13.6 M (44.6 FT)
 AC5687'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHWEST, 1.0 M
 AC5687'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A
 AC5687'WITNESS POST, AND 0.5 M (1.6 FT) SOUTHWEST OF A METAL GUARD POST.
 AC5687'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AC5687'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.
 AC5687'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5687'THROUGH A 4-INCH PVC CAP.
 AC5687
 AC5687                          STATION RECOVERY (2021)
 AC5687
 AC5687'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AC5687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5686 ***********************************************************************
 AC5686  DESIGNATION -  385 044.24
 AC5686  PID         -  AC5686
 AC5686  STATE/COUNTY-  SD/CUSTER
 AC5686  COUNTRY     -  US
 AC5686  USGS QUAD   -  PRINGLE (2017)
 AC5686
 AC5686                         *CURRENT SURVEY CONTROL
 AC5686  ______________________________________________________________________
 AC5686* NAD 83(1986) POSITION- 43 31 50.69   (N) 103 29 59.14   (W)   HD_HELD1
 AC5686* NAVD 88 ORTHO HEIGHT -  1293.437 (meters)     4243.55  (feet) ADJUSTED
 AC5686  ______________________________________________________________________
 AC5686  GEOID HEIGHT    -        -15.045 (meters)                     GEOID18
 AC5686  DYNAMIC HEIGHT  -       1292.878 (meters)     4241.72  (feet) COMP
 AC5686  MODELED GRAVITY -    980,140.7   (mgal)                       NAVD 88
 AC5686
 AC5686  VERT ORDER      -  FIRST     CLASS II
 AC5686
 AC5686.The horizontal coordinates were determined by differentially corrected
 AC5686.hand held GPS observations or other comparable positioning techniques
 AC5686.and have an estimated accuracy of +/- 3 meters.
 AC5686
 AC5686.The orthometric height was determined by differential leveling and
 AC5686.adjusted by the NATIONAL GEODETIC SURVEY
 AC5686.in October 1997.
 AC5686
 AC5686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5686.GEOID18 height accuracy estimate available here.
 AC5686
 AC5686.Click photographs - Photos may exist for this station.
 AC5686
 AC5686.The dynamic height is computed by dividing the NAVD 88
 AC5686.geopotential number by the normal gravity value computed on the
 AC5686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5686.degrees latitude (g = 980.6199 gals.).
 AC5686
 AC5686.The modeled gravity was interpolated from observed gravity values.
 AC5686
 AC5686;                    North         East    Units  Estimated Accuracy
 AC5686;SPC SD S     -   137,900.0     344,125.4     MT  (+/- 3 meters HH1 GPS) 
 AC5686
 AC5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2122420849(NAD 83)
 AC5686
 AC5686                          SUPERSEDED SURVEY CONTROL
 AC5686
 AC5686.No superseded survey control is available for this station.
 AC5686
 AC5686_MARKER: DB = BENCH MARK DISK
 AC5686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5686_STAMPING: 385-44.24
 AC5686_MARK LOGO: SDDT
 AC5686_PROJECTION: FLUSH
 AC5686_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5686+STABILITY: SURFACE MOTION
 AC5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5686+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2021
 AC5686
 AC5686  HISTORY     - Date     Condition        Report By
 AC5686  HISTORY     - UNK      MONUMENTED       SDDT
 AC5686  HISTORY     - 19950410 GOOD             NGS
 AC5686  HISTORY     - 20210528 GOOD             NPS
 AC5686
 AC5686                          STATION DESCRIPTION
 AC5686
 AC5686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5686'13.8 KM (8.55 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5686'OFFICE IN HOT SPRINGS, 394.3 M (1293.6 FT) NORTH OF MILEPOST 44, 14.0
 AC5686'M (45.9 FT) EAST OF THE HIGHWAY CENTERLINE, 12.1 M (39.7 FT) SOUTH OF
 AC5686'THE CENTER OF A VIEWING AREA ENTRANCE, 4.8 M (15.7 FT) EAST OF A CURB,
 AC5686'0.3 M (1.0 FT) WEST OF A WITNESS POST, 0.2 M (0.7 FT) BELOW THE LEVEL
 AC5686'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5686
 AC5686                          STATION RECOVERY (2021)
 AC5686
 AC5686'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AC5686'WITNESS POST IS MISSING, OTHERWISE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5685 ***********************************************************************
 AC5685  DESIGNATION -  385 045.07
 AC5685  PID         -  AC5685
 AC5685  STATE/COUNTY-  SD/CUSTER
 AC5685  COUNTRY     -  US
 AC5685  USGS QUAD   -  WIND CAVE (2017)
 AC5685
 AC5685                         *CURRENT SURVEY CONTROL
 AC5685  ______________________________________________________________________
 AC5685* NAD 83(1986) POSITION- 43 32 25.     (N) 103 29 33.     (W)   SCALED
 AC5685* NAVD 88 ORTHO HEIGHT -  1293.998 (meters)     4245.39  (feet) ADJUSTED
 AC5685  ______________________________________________________________________
 AC5685  GEOID HEIGHT    -        -15.034 (meters)                     GEOID18
 AC5685  DYNAMIC HEIGHT  -       1293.441 (meters)     4243.56  (feet) COMP
 AC5685  MODELED GRAVITY -    980,143.3   (mgal)                       NAVD 88
 AC5685
 AC5685  VERT ORDER      -  FIRST     CLASS II
 AC5685
 AC5685.The horizontal coordinates were scaled from a map and have
 AC5685.an estimated accuracy of +/- 6 seconds.
 AC5685
 AC5685.The orthometric height was determined by differential leveling and
 AC5685.adjusted by the NATIONAL GEODETIC SURVEY
 AC5685.in October 1997.
 AC5685
 AC5685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5685.GEOID18 height accuracy estimate available here.
 AC5685
 AC5685.Click photographs - Photos may exist for this station.
 AC5685
 AC5685.The dynamic height is computed by dividing the NAVD 88
 AC5685.geopotential number by the normal gravity value computed on the
 AC5685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5685.degrees latitude (g = 980.6199 gals.).
 AC5685
 AC5685.The modeled gravity was interpolated from observed gravity values.
 AC5685
 AC5685;                    North         East    Units  Estimated Accuracy
 AC5685;SPC SD S     -   138,940.      344,750.      MT  (+/- 180 meters Scaled)
 AC5685
 AC5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ217219(NAD 83)
 AC5685
 AC5685                          SUPERSEDED SURVEY CONTROL
 AC5685
 AC5685.No superseded survey control is available for this station.
 AC5685
 AC5685_MARKER: DD = SURVEY DISK
 AC5685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5685_STAMPING: 385-45.07
 AC5685_MARK LOGO: SDDT
 AC5685_PROJECTION: PROJECTING 5 CENTIMETERS
 AC5685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5685+STABILITY: SURFACE MOTION
 AC5685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5685+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2021
 AC5685
 AC5685  HISTORY     - Date     Condition        Report By
 AC5685  HISTORY     - UNK      MONUMENTED       SDDT
 AC5685  HISTORY     - 19950410 GOOD             NGS
 AC5685  HISTORY     - 20210528 GOOD             NPS
 AC5685
 AC5685                          STATION DESCRIPTION
 AC5685
 AC5685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5685'15.1 KM (9.40 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5685'OFFICE IN HOT SPRINGS, 108.2 M (355.0 FT) NORTHEAST OF MILEPOST 45,
 AC5685'9.5 M (31.2 FT) SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 AC5685'4.0 M (13.1 FT) EAST OF THE NORTHWEST END OF A CURB, 0.3 M (1.0 FT)
 AC5685'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5685'SURFACE.
 AC5685
 AC5685                          STATION RECOVERY (2021)
 AC5685
 AC5685'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AC5685'WITNESS POST IS MISSING, OTHERWISE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5684 ***********************************************************************
 AC5684  DESIGNATION -  385 046.00
 AC5684  PID         -  AC5684
 AC5684  STATE/COUNTY-  SD/CUSTER
 AC5684  COUNTRY     -  US
 AC5684  USGS QUAD   -  WIND CAVE (2017)
 AC5684
 AC5684                         *CURRENT SURVEY CONTROL
 AC5684  ______________________________________________________________________
 AC5684* NAD 83(1986) POSITION- 43 32 53.     (N) 103 28 43.     (W)   SCALED
 AC5684* NAVD 88 ORTHO HEIGHT -  1263.694 (meters)     4145.97  (feet) ADJUSTED
 AC5684  ______________________________________________________________________
 AC5684  GEOID HEIGHT    -        -15.067 (meters)                     GEOID18
 AC5684  DYNAMIC HEIGHT  -       1263.159 (meters)     4144.21  (feet) COMP
 AC5684  MODELED GRAVITY -    980,150.7   (mgal)                       NAVD 88
 AC5684
 AC5684  VERT ORDER      -  FIRST     CLASS II
 AC5684
 AC5684.The horizontal coordinates were scaled from a map and have
 AC5684.an estimated accuracy of +/- 6 seconds.
 AC5684
 AC5684.The orthometric height was determined by differential leveling and
 AC5684.adjusted by the NATIONAL GEODETIC SURVEY
 AC5684.in October 1997.
 AC5684
 AC5684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5684.GEOID18 height accuracy estimate available here.
 AC5684
 AC5684.Click photographs - Photos may exist for this station.
 AC5684
 AC5684.The dynamic height is computed by dividing the NAVD 88
 AC5684.geopotential number by the normal gravity value computed on the
 AC5684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5684.degrees latitude (g = 980.6199 gals.).
 AC5684
 AC5684.The modeled gravity was interpolated from observed gravity values.
 AC5684
 AC5684;                    North         East    Units  Estimated Accuracy
 AC5684;SPC SD S     -   139,760.      345,910.      MT  (+/- 180 meters Scaled)
 AC5684
 AC5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ228228(NAD 83)
 AC5684
 AC5684                          SUPERSEDED SURVEY CONTROL
 AC5684
 AC5684.No superseded survey control is available for this station.
 AC5684
 AC5684_MARKER: DD = SURVEY DISK
 AC5684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5684_STAMPING: 385-46.00
 AC5684_MARK LOGO: SDDT
 AC5684_PROJECTION: FLUSH
 AC5684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5684+STABILITY: SURFACE MOTION
 AC5684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5684+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2021
 AC5684
 AC5684  HISTORY     - Date     Condition        Report By
 AC5684  HISTORY     - UNK      MONUMENTED       SDDT
 AC5684  HISTORY     - 19950410 GOOD             NGS
 AC5684  HISTORY     - 20210528 GOOD             NPS
 AC5684
 AC5684                          STATION DESCRIPTION
 AC5684
 AC5684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5684'16.6 KM (10.30 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5684'OFFICE IN HOT SPRINGS, 143.0 M (469.2 FT) NORTHEAST OF THE EXTENDED
 AC5684'CENTER OF A PAVED ROAD LEADING TO THE WIND CAVE VISITOR CENTER, 11.0 M
 AC5684'(36.1 FT) SOUTHEAST OF THE HIGHWAY CENTER, 4.3 M (14.1 FT) SOUTHEAST
 AC5684'OF MILEPOST 46, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AC5684'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AC5684'THE GROUND SURFACE.
 AC5684
 AC5684                          STATION RECOVERY (2021)
 AC5684
 AC5684'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AC5684'WITNESS POST IS MISSING, OTHERWISE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5683 ***********************************************************************
 AC5683  DESIGNATION -  385 047.13
 AC5683  PID         -  AC5683
 AC5683  STATE/COUNTY-  SD/CUSTER
 AC5683  COUNTRY     -  US
 AC5683  USGS QUAD   -  WIND CAVE (2017)
 AC5683
 AC5683                         *CURRENT SURVEY CONTROL
 AC5683  ______________________________________________________________________
 AC5683* NAD 83(1986) POSITION- 43 33 32.05   (N) 103 28 14.12   (W)   HD_HELD1
 AC5683* NAVD 88 ORTHO HEIGHT -  1241.889 (meters)     4074.43  (feet) ADJUSTED
 AC5683  ______________________________________________________________________
 AC5683  GEOID HEIGHT    -        -15.062 (meters)                     GEOID18
 AC5683  DYNAMIC HEIGHT  -       1241.361 (meters)     4072.70  (feet) COMP
 AC5683  MODELED GRAVITY -    980,150.6   (mgal)                       NAVD 88
 AC5683
 AC5683  VERT ORDER      -  FIRST     CLASS II
 AC5683
 AC5683.The horizontal coordinates were determined by differentially corrected
 AC5683.hand held GPS observations or other comparable positioning techniques
 AC5683.and have an estimated accuracy of +/- 3 meters.
 AC5683
 AC5683.The orthometric height was determined by differential leveling and
 AC5683.adjusted by the NATIONAL GEODETIC SURVEY
 AC5683.in October 1997.
 AC5683
 AC5683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5683.GEOID18 height accuracy estimate available here.
 AC5683
 AC5683.Click photographs - Photos may exist for this station.
 AC5683
 AC5683.The dynamic height is computed by dividing the NAVD 88
 AC5683.geopotential number by the normal gravity value computed on the
 AC5683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5683.degrees latitude (g = 980.6199 gals.).
 AC5683
 AC5683.The modeled gravity was interpolated from observed gravity values.
 AC5683
 AC5683;                    North         East    Units  Estimated Accuracy
 AC5683;SPC SD S     -   140,936.2     346,599.7     MT  (+/- 3 meters HH1 GPS) 
 AC5683
 AC5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2352424019(NAD 83)
 AC5683
 AC5683                          SUPERSEDED SURVEY CONTROL
 AC5683
 AC5683.No superseded survey control is available for this station.
 AC5683
 AC5683_MARKER: DD = SURVEY DISK
 AC5683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5683_STAMPING: 385-47.13
 AC5683_MARK LOGO: SDDT
 AC5683_PROJECTION: FLUSH
 AC5683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5683+STABILITY: SURFACE MOTION
 AC5683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5683+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2018
 AC5683
 AC5683  HISTORY     - Date     Condition        Report By
 AC5683  HISTORY     - UNK      MONUMENTED       SDDT
 AC5683  HISTORY     - 19950410 GOOD             NGS
 AC5683  HISTORY     - 20180508 GOOD             NPS
 AC5683
 AC5683                          STATION DESCRIPTION
 AC5683
 AC5683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5683'18.4 KM (11.45 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5683'OFFICE IN HOT SPRINGS, 192.0 M (629.9 FT) NORTH OF MILEPOST 47, 9.5 M
 AC5683'(31.2 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 3.4 M (11.2
 AC5683'FT) WEST OF THE NORTH END OF A GUARDRAIL, 0.3 M (1.0 FT) EAST OF A
 AC5683'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5683
 AC5683                          STATION RECOVERY (2018)
 AC5683
 AC5683'RECOVERY NOTE BY NATIONAL PARK SERVICE 2018 (JSM)
 AC5683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5682 ***********************************************************************
 AC5682  DESIGNATION -  385 048.00
 AC5682  PID         -  AC5682
 AC5682  STATE/COUNTY-  SD/CUSTER
 AC5682  COUNTRY     -  US
 AC5682  USGS QUAD   -  WIND CAVE (2017)
 AC5682
 AC5682                         *CURRENT SURVEY CONTROL
 AC5682  ______________________________________________________________________
 AC5682* NAD 83(1986) POSITION- 43 34 09.27   (N) 103 28 55.11   (W)   HD_HELD1
 AC5682* NAVD 88 ORTHO HEIGHT -  1302.437 (meters)     4273.08  (feet) ADJUSTED
 AC5682  ______________________________________________________________________
 AC5682  GEOID HEIGHT    -        -14.963 (meters)                     GEOID18
 AC5682  DYNAMIC HEIGHT  -       1301.875 (meters)     4271.23  (feet) COMP
 AC5682  MODELED GRAVITY -    980,141.3   (mgal)                       NAVD 88
 AC5682
 AC5682  VERT ORDER      -  FIRST     CLASS II
 AC5682
 AC5682.The horizontal coordinates were determined by differentially corrected
 AC5682.hand held GPS observations or other comparable positioning techniques
 AC5682.and have an estimated accuracy of +/- 3 meters.
 AC5682
 AC5682.The orthometric height was determined by differential leveling and
 AC5682.adjusted by the NATIONAL GEODETIC SURVEY
 AC5682.in October 1997.
 AC5682
 AC5682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5682.GEOID18 height accuracy estimate available here.
 AC5682
 AC5682.Click photographs - Photos may exist for this station.
 AC5682
 AC5682.The dynamic height is computed by dividing the NAVD 88
 AC5682.geopotential number by the normal gravity value computed on the
 AC5682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5682.degrees latitude (g = 980.6199 gals.).
 AC5682
 AC5682.The modeled gravity was interpolated from observed gravity values.
 AC5682
 AC5682;                    North         East    Units  Estimated Accuracy
 AC5682;SPC SD S     -   142,118.8     345,724.0     MT  (+/- 3 meters HH1 GPS) 
 AC5682
 AC5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2258425150(NAD 83)
 AC5682
 AC5682                          SUPERSEDED SURVEY CONTROL
 AC5682
 AC5682.No superseded survey control is available for this station.
 AC5682
 AC5682_MARKER: Z = SEE DESCRIPTION
 AC5682_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5682_STAMPING: 385-48.00 1995
 AC5682_MARK LOGO: NGS
 AC5682_PROJECTION: FLUSH
 AC5682_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5682+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2021
 AC5682_ROD/PIPE-DEPTH: 6.4 meters
 AC5682_SLEEVE-DEPTH  : 4.0 meters
 AC5682
 AC5682  HISTORY     - Date     Condition        Report By
 AC5682  HISTORY     - 1995     MONUMENTED       SDDT
 AC5682  HISTORY     - 19950410 GOOD             NGS
 AC5682  HISTORY     - 20210528 GOOD             NPS
 AC5682
 AC5682                          STATION DESCRIPTION
 AC5682
 AC5682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5682'19.9 KM (12.35 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5682'OFFICE IN HOT SPRINGS, 32.4 M (106.3 FT) SOUTHEAST OF THE EXTENDED
 AC5682'CENTER OF A PAVED ROAD, 28.7 M (94.2 FT) SOUTHEAST OF THE NORTHEAST
 AC5682'END OF A SIGN (WIND CAVE NATIONAL PARK VISITOR CENTER HEADQUARTERS),
 AC5682'12.2 M (40.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT)
 AC5682'NORTHEAST OF MILEPOST 48, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AC5682'HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO
 AC5682'AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL
 AC5682'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5682'THROUGH A 4-INCH PVC CAP.
 AC5682
 AC5682                          STATION RECOVERY (2021)
 AC5682
 AC5682'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AC5682'MISSING WITNESS POST BUT OTHERWISE RECOVERED AS DESCRIBED.  DID NOT
 AC5682'REMOVE PVC CAP TO ACCESS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5681 ***********************************************************************
 AC5681  DESIGNATION -  385 049.02
 AC5681  PID         -  AC5681
 AC5681  STATE/COUNTY-  SD/CUSTER
 AC5681  COUNTRY     -  US
 AC5681  USGS QUAD   -  WIND CAVE (2017)
 AC5681
 AC5681                         *CURRENT SURVEY CONTROL
 AC5681  ______________________________________________________________________
 AC5681* NAD 83(1986) POSITION- 43 34 42.     (N) 103 29 56.     (W)   SCALED
 AC5681* NAVD 88 ORTHO HEIGHT -  1315.964 (meters)     4317.46  (feet) ADJUSTED
 AC5681  ______________________________________________________________________
 AC5681  GEOID HEIGHT    -        -14.839 (meters)                     GEOID18
 AC5681  DYNAMIC HEIGHT  -       1315.380 (meters)     4315.54  (feet) COMP
 AC5681  MODELED GRAVITY -    980,129.4   (mgal)                       NAVD 88
 AC5681
 AC5681  VERT ORDER      -  FIRST     CLASS II
 AC5681
 AC5681.The horizontal coordinates were scaled from a map and have
 AC5681.an estimated accuracy of +/- 6 seconds.
 AC5681
 AC5681.The orthometric height was determined by differential leveling and
 AC5681.adjusted by the NATIONAL GEODETIC SURVEY
 AC5681.in October 1997.
 AC5681
 AC5681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5681.GEOID18 height accuracy estimate available here.
 AC5681
 AC5681.Click photographs - Photos may exist for this station.
 AC5681
 AC5681.The dynamic height is computed by dividing the NAVD 88
 AC5681.geopotential number by the normal gravity value computed on the
 AC5681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5681.degrees latitude (g = 980.6199 gals.).
 AC5681
 AC5681.The modeled gravity was interpolated from observed gravity values.
 AC5681
 AC5681;                    North         East    Units  Estimated Accuracy
 AC5681;SPC SD S     -   143,180.      344,400.      MT  (+/- 180 meters Scaled)
 AC5681
 AC5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ212261(NAD 83)
 AC5681
 AC5681                          SUPERSEDED SURVEY CONTROL
 AC5681
 AC5681.No superseded survey control is available for this station.
 AC5681
 AC5681_MARKER: DD = SURVEY DISK
 AC5681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5681_STAMPING: 385-49.02
 AC5681_MARK LOGO: SDDT
 AC5681_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5681+STABILITY: SURFACE MOTION
 AC5681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5681+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2021
 AC5681
 AC5681  HISTORY     - Date     Condition        Report By
 AC5681  HISTORY     - UNK      MONUMENTED       SDDT
 AC5681  HISTORY     - 19950410 GOOD             NGS
 AC5681  HISTORY     - 20210528 GOOD             NPS
 AC5681
 AC5681                          STATION DESCRIPTION
 AC5681
 AC5681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5681'21.6 KM (13.40 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5681'OFFICE IN HOT SPRINGS, 48.2 M (158.1 FT) NORTHWEST OF MILEPOST 49,
 AC5681'27.1 M (88.9 FT) EAST OF THE SOUTHEAST END OF A GUARDRAIL, 18.6 M
 AC5681'(61.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT)
 AC5681'SOUTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AC5681'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5681
 AC5681                          STATION RECOVERY (2021)
 AC5681
 AC5681'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AC5681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5667 ***********************************************************************
 AC5667  DESIGNATION -  385 049.98
 AC5667  PID         -  AC5667
 AC5667  STATE/COUNTY-  SD/CUSTER
 AC5667  COUNTRY     -  US
 AC5667  USGS QUAD   -  PRINGLE (2017)
 AC5667
 AC5667                         *CURRENT SURVEY CONTROL
 AC5667  ______________________________________________________________________
 AC5667* NAD 83(1986) POSITION- 43 35 20.     (N) 103 30 29.     (W)   SCALED
 AC5667* NAVD 88 ORTHO HEIGHT -  1348.628 (meters)     4424.62  (feet) ADJUSTED
 AC5667  ______________________________________________________________________
 AC5667  GEOID HEIGHT    -        -14.748 (meters)                     GEOID18
 AC5667  DYNAMIC HEIGHT  -       1348.029 (meters)     4422.66  (feet) COMP
 AC5667  MODELED GRAVITY -    980,127.4   (mgal)                       NAVD 88
 AC5667
 AC5667  VERT ORDER      -  FIRST     CLASS II
 AC5667
 AC5667.The horizontal coordinates were scaled from a map and have
 AC5667.an estimated accuracy of +/- 6 seconds.
 AC5667
 AC5667.The orthometric height was determined by differential leveling and
 AC5667.adjusted by the NATIONAL GEODETIC SURVEY
 AC5667.in October 1997.
 AC5667
 AC5667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5667.GEOID18 height accuracy estimate available here.
 AC5667
 AC5667.Click photographs - Photos may exist for this station.
 AC5667
 AC5667.The dynamic height is computed by dividing the NAVD 88
 AC5667.geopotential number by the normal gravity value computed on the
 AC5667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5667.degrees latitude (g = 980.6199 gals.).
 AC5667
 AC5667.The modeled gravity was interpolated from observed gravity values.
 AC5667
 AC5667;                    North         East    Units  Estimated Accuracy
 AC5667;SPC SD S     -   144,380.      343,700.      MT  (+/- 180 meters Scaled)
 AC5667
 AC5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ204272(NAD 83)
 AC5667
 AC5667                          SUPERSEDED SURVEY CONTROL
 AC5667
 AC5667.No superseded survey control is available for this station.
 AC5667
 AC5667_MARKER: DD = SURVEY DISK
 AC5667_SETTING: 66 = SET IN ROCK OUTCROP
 AC5667_STAMPING: 385-49.98
 AC5667_MARK LOGO: SDDT
 AC5667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5667+STABILITY: POSITION/ELEVATION WELL
 AC5667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5667+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5667
 AC5667  HISTORY     - Date     Condition        Report By
 AC5667  HISTORY     - UNK      MONUMENTED       SDDT
 AC5667  HISTORY     - 19950410 GOOD             NGS
 AC5667
 AC5667                          STATION DESCRIPTION
 AC5667
 AC5667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5667'23.2 KM (14.40 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5667'OFFICE IN HOT SPRINGS, NEAR THE NORTHWEST END OF A 3 BY 6-FOOT AREA OF
 AC5667'OUTCROPPING BEDROCK THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 AC5667'SURFACE, 35.0 M (114.8 FT) SOUTHEAST OF MILEPOST 50, 7.3 M (24.0 FT)
 AC5667'NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT)
 AC5667'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5666 ***********************************************************************
 AC5666  DESIGNATION -  385 051.05
 AC5666  PID         -  AC5666
 AC5666  STATE/COUNTY-  SD/CUSTER
 AC5666  COUNTRY     -  US
 AC5666  USGS QUAD   -  PRINGLE (2017)
 AC5666
 AC5666                         *CURRENT SURVEY CONTROL
 AC5666  ______________________________________________________________________
 AC5666* NAD 83(1986) POSITION- 43 35 56.     (N) 103 31 16.     (W)   SCALED
 AC5666* NAVD 88 ORTHO HEIGHT -  1393.091 (meters)     4570.50  (feet) ADJUSTED
 AC5666  ______________________________________________________________________
 AC5666  GEOID HEIGHT    -        -14.641 (meters)                     GEOID18
 AC5666  DYNAMIC HEIGHT  -       1392.476 (meters)     4568.48  (feet) COMP
 AC5666  MODELED GRAVITY -    980,127.6   (mgal)                       NAVD 88
 AC5666
 AC5666  VERT ORDER      -  FIRST     CLASS II
 AC5666
 AC5666.The horizontal coordinates were scaled from a map and have
 AC5666.an estimated accuracy of +/- 6 seconds.
 AC5666
 AC5666.The orthometric height was determined by differential leveling and
 AC5666.adjusted by the NATIONAL GEODETIC SURVEY
 AC5666.in October 1997.
 AC5666
 AC5666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5666.GEOID18 height accuracy estimate available here.
 AC5666
 AC5666.Click photographs - Photos may exist for this station.
 AC5666
 AC5666.The dynamic height is computed by dividing the NAVD 88
 AC5666.geopotential number by the normal gravity value computed on the
 AC5666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5666.degrees latitude (g = 980.6199 gals.).
 AC5666
 AC5666.The modeled gravity was interpolated from observed gravity values.
 AC5666
 AC5666;                    North         East    Units  Estimated Accuracy
 AC5666;SPC SD S     -   145,530.      342,690.      MT  (+/- 180 meters Scaled)
 AC5666
 AC5666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ193283(NAD 83)
 AC5666
 AC5666                          SUPERSEDED SURVEY CONTROL
 AC5666
 AC5666.No superseded survey control is available for this station.
 AC5666
 AC5666_MARKER: DD = SURVEY DISK
 AC5666_SETTING: 66 = SET IN ROCK OUTCROP
 AC5666_STAMPING: 385-51.05
 AC5666_MARK LOGO: SDDT
 AC5666_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5666+STABILITY: POSITION/ELEVATION WELL
 AC5666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5666+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5666
 AC5666  HISTORY     - Date     Condition        Report By
 AC5666  HISTORY     - UNK      MONUMENTED       SDDT
 AC5666  HISTORY     - 19950410 GOOD             NGS
 AC5666
 AC5666                          STATION DESCRIPTION
 AC5666
 AC5666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5666'24.9 KM (15.45 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5666'OFFICE IN HOT SPRINGS, NEAR THE CENTER OF A 10 BY 56-FOOT AREA OF
 AC5666'OUTCROPPING BEDROCK THAT PROJECTS 0.8 M (2.6 FT) ABOVE THE GROUND
 AC5666'SURFACE, 113.3 M (371.7 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 AC5666'LEADING TO THE BLACK HILLS NATIONAL PARK RIFLE PIT CAMPGROUND, 76.4 M
 AC5666'(250.7 FT) NORTHWEST OF MILEPOST 51, 8.3 M (27.2 FT) SOUTHWEST OF THE
 AC5666'HIGHWAY CENTERLINE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.2 M
 AC5666'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5665 ***********************************************************************
 AC5665  DESIGNATION -  385 052.00
 AC5665  PID         -  AC5665
 AC5665  STATE/COUNTY-  SD/CUSTER
 AC5665  COUNTRY     -  US
 AC5665  USGS QUAD   -  PRINGLE (2017)
 AC5665
 AC5665                         *CURRENT SURVEY CONTROL
 AC5665  ______________________________________________________________________
 AC5665* NAD 83(1986) POSITION- 43 36 28.     (N) 103 31 56.     (W)   SCALED
 AC5665* NAVD 88 ORTHO HEIGHT -  1441.656 (meters)     4729.83  (feet) ADJUSTED
 AC5665  ______________________________________________________________________
 AC5665  GEOID HEIGHT    -        -14.551 (meters)                     GEOID18
 AC5665  DYNAMIC HEIGHT  -       1441.021 (meters)     4727.75  (feet) COMP
 AC5665  MODELED GRAVITY -    980,127.1   (mgal)                       NAVD 88
 AC5665
 AC5665  VERT ORDER      -  FIRST     CLASS II
 AC5665
 AC5665.The horizontal coordinates were scaled from a map and have
 AC5665.an estimated accuracy of +/- 6 seconds.
 AC5665
 AC5665.The orthometric height was determined by differential leveling and
 AC5665.adjusted by the NATIONAL GEODETIC SURVEY
 AC5665.in October 1997.
 AC5665
 AC5665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5665.GEOID18 height accuracy estimate available here.
 AC5665
 AC5665.Click photographs - Photos may exist for this station.
 AC5665
 AC5665.The dynamic height is computed by dividing the NAVD 88
 AC5665.geopotential number by the normal gravity value computed on the
 AC5665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5665.degrees latitude (g = 980.6199 gals.).
 AC5665
 AC5665.The modeled gravity was interpolated from observed gravity values.
 AC5665
 AC5665;                    North         East    Units  Estimated Accuracy
 AC5665;SPC SD S     -   146,550.      341,830.      MT  (+/- 180 meters Scaled)
 AC5665
 AC5665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ184293(NAD 83)
 AC5665
 AC5665                          SUPERSEDED SURVEY CONTROL
 AC5665
 AC5665.No superseded survey control is available for this station.
 AC5665
 AC5665_MARKER: DD = SURVEY DISK
 AC5665_SETTING: 66 = SET IN ROCK OUTCROP
 AC5665_STAMPING: 385-52.00
 AC5665_MARK LOGO: SDDT
 AC5665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5665+STABILITY: POSITION/ELEVATION WELL
 AC5665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5665+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5665
 AC5665  HISTORY     - Date     Condition        Report By
 AC5665  HISTORY     - UNK      MONUMENTED       SDDT
 AC5665  HISTORY     - 19950410 GOOD             NGS
 AC5665  HISTORY     - 20210528 MARK NOT FOUND   NPS
 AC5665
 AC5665                          STATION DESCRIPTION
 AC5665
 AC5665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5665'23.1 KM (14.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5665'OFFICE IN CUSTER, NEAR THE CENTER OF A 3 BY 3-FOOT AREA OF OUTCROPPING
 AC5665'BEDROCK THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, 77.1 M
 AC5665'(253.0 FT) WEST OF THE CENTER OF A CULVERT UNDER THE HIGHWAY, 23.4 M
 AC5665'(76.8 FT) EAST OF THE EXTENDED CENTER OF FOREST SERVICE ROAD NUMBER
 AC5665'324.1F, 8.2 M (26.9 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 AC5665'CENTERLINE, 2.9 M (9.5 FT) NORTHEAST OF MILEPOST 52, AND 0.9 M (3.0
 AC5665'FT) SOUTH OF A WITNESS POST.
 AC5665
 AC5665                          STATION RECOVERY (2021)
 AC5665
 AC5665'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AC5665'HIGHWAY 385 WAS SIGNIFICANTLY WIDENED AND REALIGNED THROUGH THIS AREA
 AC5665'FROM 1998 TO 2000.  THE CURVE THIS MARK WAS ON WAS STRAIGHTENED AND
 AC5665'WIDENED, WITH EXTENSIVE EARTHWORKS TO THE NORTH AND EAST OF THE
 AC5665'HIGHWAY.  FOREST SERVICE ROAD 324.1F NO LONGER EXISTS.  IT APPEARS
 AC5665'THAT THE NEW HIGHWAY ALIGNMENT RUNS THROUGH THE MARK LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5664 ***********************************************************************
 AC5664  DESIGNATION -  385 053.05
 AC5664  PID         -  AC5664
 AC5664  STATE/COUNTY-  SD/CUSTER
 AC5664  COUNTRY     -  US
 AC5664  USGS QUAD   -  PRINGLE (2017)
 AC5664
 AC5664                         *CURRENT SURVEY CONTROL
 AC5664  ______________________________________________________________________
 AC5664* NAD 83(1986) POSITION- 43 36 29.     (N) 103 32 49.     (W)   SCALED
 AC5664* NAVD 88 ORTHO HEIGHT -  1501.287 (meters)     4925.47  (feet) ADJUSTED
 AC5664  ______________________________________________________________________
 AC5664  GEOID HEIGHT    -        -14.482 (meters)                     GEOID18
 AC5664  DYNAMIC HEIGHT  -       1500.624 (meters)     4923.30  (feet) COMP
 AC5664  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 AC5664
 AC5664  VERT ORDER      -  FIRST     CLASS II
 AC5664
 AC5664.The horizontal coordinates were scaled from a map and have
 AC5664.an estimated accuracy of +/- 6 seconds.
 AC5664
 AC5664.The orthometric height was determined by differential leveling and
 AC5664.adjusted by the NATIONAL GEODETIC SURVEY
 AC5664.in October 1997.
 AC5664
 AC5664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5664.GEOID18 height accuracy estimate available here.
 AC5664
 AC5664.Click photographs - Photos may exist for this station.
 AC5664
 AC5664.The dynamic height is computed by dividing the NAVD 88
 AC5664.geopotential number by the normal gravity value computed on the
 AC5664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5664.degrees latitude (g = 980.6199 gals.).
 AC5664
 AC5664.The modeled gravity was interpolated from observed gravity values.
 AC5664
 AC5664;                    North         East    Units  Estimated Accuracy
 AC5664;SPC SD S     -   146,630.      340,650.      MT  (+/- 180 meters Scaled)
 AC5664
 AC5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ172293(NAD 83)
 AC5664
 AC5664                          SUPERSEDED SURVEY CONTROL
 AC5664
 AC5664.No superseded survey control is available for this station.
 AC5664
 AC5664_MARKER: DD = SURVEY DISK
 AC5664_SETTING: 66 = SET IN ROCK OUTCROP
 AC5664_STAMPING: 385-53.05
 AC5664_MARK LOGO: SDDT
 AC5664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5664+STABILITY: POSITION/ELEVATION WELL
 AC5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5664+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5664
 AC5664  HISTORY     - Date     Condition        Report By
 AC5664  HISTORY     - UNK      MONUMENTED       SDDT
 AC5664  HISTORY     - 19950410 GOOD             NGS
 AC5664
 AC5664                          STATION DESCRIPTION
 AC5664
 AC5664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5664'21.4 KM (13.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5664'OFFICE IN CUSTER, NEAR THE SOUTHWEST END OF A 4 BY 64-FOOT AREA OF
 AC5664'OUTCROPPING BEDROCK THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 AC5664'SURFACE, 33.7 M (110.6 FT) NORTHWEST OF MILEPOST 53, 7.7 M (25.3 FT)
 AC5664'NORTHEAST OF THE HIGHWAY CENTERLINE, 3.5 M (11.5 FT) NORTHWEST OF THE
 AC5664'SOUTHEAST END OF THE OUTCROP, 0.6 M (2.0 FT) EAST OF A WITNESS POST,
 AC5664'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5663 ***********************************************************************
 AC5663  DESIGNATION -  385 054.04
 AC5663  PID         -  AC5663
 AC5663  STATE/COUNTY-  SD/CUSTER
 AC5663  COUNTRY     -  US
 AC5663  USGS QUAD   -  PRINGLE (2017)
 AC5663
 AC5663                         *CURRENT SURVEY CONTROL
 AC5663  ______________________________________________________________________
 AC5663* NAD 83(1986) POSITION- 43 36 24.     (N) 103 33 59.     (W)   SCALED
 AC5663* NAVD 88 ORTHO HEIGHT -  1474.918 (meters)     4838.96  (feet) ADJUSTED
 AC5663  ______________________________________________________________________
 AC5663  GEOID HEIGHT    -        -14.402 (meters)                     GEOID18
 AC5663  DYNAMIC HEIGHT  -       1474.261 (meters)     4836.80  (feet) COMP
 AC5663  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 AC5663
 AC5663  VERT ORDER      -  FIRST     CLASS II
 AC5663
 AC5663.The horizontal coordinates were scaled from a map and have
 AC5663.an estimated accuracy of +/- 6 seconds.
 AC5663
 AC5663.The orthometric height was determined by differential leveling and
 AC5663.adjusted by the NATIONAL GEODETIC SURVEY
 AC5663.in October 1997.
 AC5663
 AC5663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5663.GEOID18 height accuracy estimate available here.
 AC5663
 AC5663.Click photographs - Photos may exist for this station.
 AC5663
 AC5663.The dynamic height is computed by dividing the NAVD 88
 AC5663.geopotential number by the normal gravity value computed on the
 AC5663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5663.degrees latitude (g = 980.6199 gals.).
 AC5663
 AC5663.The modeled gravity was interpolated from observed gravity values.
 AC5663
 AC5663;                    North         East    Units  Estimated Accuracy
 AC5663;SPC SD S     -   146,540.      339,070.      MT  (+/- 180 meters Scaled)
 AC5663
 AC5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ156291(NAD 83)
 AC5663
 AC5663                          SUPERSEDED SURVEY CONTROL
 AC5663
 AC5663.No superseded survey control is available for this station.
 AC5663
 AC5663_MARKER: DD = SURVEY DISK
 AC5663_SETTING: 66 = SET IN ROCK OUTCROP
 AC5663_STAMPING: 385-54.04
 AC5663_MARK LOGO: SDDT
 AC5663_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5663+STABILITY: POSITION/ELEVATION WELL
 AC5663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5663+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5663
 AC5663  HISTORY     - Date     Condition        Report By
 AC5663  HISTORY     - UNK      MONUMENTED       SDDT
 AC5663  HISTORY     - 19950410 GOOD             NGS
 AC5663
 AC5663                          STATION DESCRIPTION
 AC5663
 AC5663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5663'19.7 KM (12.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5663'OFFICE IN CUSTER, NEAR THE SOUTH END OF A 8 BY 10-FOOT AREA OF
 AC5663'OUTCROPPING BEDROCK THAT PROJECTS 1.0 M (3.3 FT) ABOVE THE GROUND
 AC5663'SURFACE, 183.0 M (600.4 FT) NORTH OF MILEPOST 54, 92.3 M (302.8 FT)
 AC5663'WEST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY, 7.1 M (23.3 FT)
 AC5663'SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) SOUTH OF A WITNESS
 AC5663'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AC5663'WEST OF THE EAST EDGE OF THE OUTCROP, AND 0.3 M (1.0 FT) NORTH OF THE
 AC5663'SOUTH EDGE OF THE OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5662 ***********************************************************************
 AC5662  DESIGNATION -  385 054.96
 AC5662  PID         -  AC5662
 AC5662  STATE/COUNTY-  SD/CUSTER
 AC5662  COUNTRY     -  US
 AC5662  USGS QUAD   -  PRINGLE (2017)
 AC5662
 AC5662                         *CURRENT SURVEY CONTROL
 AC5662  ______________________________________________________________________
 AC5662* NAD 83(1986) POSITION- 43 36 30.     (N) 103 34 53.     (W)   SCALED
 AC5662* NAVD 88 ORTHO HEIGHT -  1480.353 (meters)     4856.79  (feet) ADJUSTED
 AC5662  ______________________________________________________________________
 AC5662  GEOID HEIGHT    -        -14.340 (meters)                     GEOID18
 AC5662  DYNAMIC HEIGHT  -       1479.690 (meters)     4854.62  (feet) COMP
 AC5662  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 AC5662
 AC5662  VERT ORDER      -  FIRST     CLASS II
 AC5662
 AC5662.The horizontal coordinates were scaled from a map and have
 AC5662.an estimated accuracy of +/- 6 seconds.
 AC5662
 AC5662.The orthometric height was determined by differential leveling and
 AC5662.adjusted by the NATIONAL GEODETIC SURVEY
 AC5662.in October 1997.
 AC5662
 AC5662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5662.GEOID18 height accuracy estimate available here.
 AC5662
 AC5662.Click photographs - Photos may exist for this station.
 AC5662
 AC5662.The dynamic height is computed by dividing the NAVD 88
 AC5662.geopotential number by the normal gravity value computed on the
 AC5662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5662.degrees latitude (g = 980.6199 gals.).
 AC5662
 AC5662.The modeled gravity was interpolated from observed gravity values.
 AC5662
 AC5662;                    North         East    Units  Estimated Accuracy
 AC5662;SPC SD S     -   146,770.      337,870.      MT  (+/- 180 meters Scaled)
 AC5662
 AC5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ144293(NAD 83)
 AC5662
 AC5662                          SUPERSEDED SURVEY CONTROL
 AC5662
 AC5662.No superseded survey control is available for this station.
 AC5662
 AC5662_MARKER: DD = SURVEY DISK
 AC5662_SETTING: 66 = SET IN ROCK OUTCROP
 AC5662_STAMPING: 385-54.96
 AC5662_MARK LOGO: SDDT
 AC5662_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5662+STABILITY: POSITION/ELEVATION WELL
 AC5662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5662+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5662
 AC5662  HISTORY     - Date     Condition        Report By
 AC5662  HISTORY     - UNK      MONUMENTED       SDDT
 AC5662  HISTORY     - 19950410 GOOD             NGS
 AC5662
 AC5662                          STATION DESCRIPTION
 AC5662
 AC5662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5662'18.4 KM (11.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5662'OFFICE IN CUSTER, NEAR THE SOUTHEAST END OF AN 18 BY 34-FOOT AREA OF
 AC5662'OUTCROPPING BEDROCK THAT PROJECTS 1.0 M (3.3 FT) ABOVE THE GROUND
 AC5662'SURFACE, 299.4 M (982.3 FT) EAST OF THE CENTER OF SHIRTTAIL CANYON
 AC5662'ROAD, 127.0 M (416.7 FT) SOUTH OF MILEPOST 55, 23.4 M (76.8 FT)
 AC5662'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A FENCE POST YARD,
 AC5662'7.2 M (23.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 AC5662'SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AC5662'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 AC5662'OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5659 ***********************************************************************
 AC5659  DESIGNATION -  385 055.87
 AC5659  PID         -  AC5659
 AC5659  STATE/COUNTY-  SD/CUSTER
 AC5659  COUNTRY     -  US
 AC5659  USGS QUAD   -  PRINGLE (2017)
 AC5659
 AC5659                         *CURRENT SURVEY CONTROL
 AC5659  ______________________________________________________________________
 AC5659* NAD 83(1986) POSITION- 43 36 56.     (N) 103 35 37.     (W)   SCALED
 AC5659* NAVD 88 ORTHO HEIGHT -  1488.321 (meters)     4882.93  (feet) ADJUSTED
 AC5659  ______________________________________________________________________
 AC5659  GEOID HEIGHT    -        -14.266 (meters)                     GEOID18
 AC5659  DYNAMIC HEIGHT  -       1487.651 (meters)     4880.73  (feet) COMP
 AC5659  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 AC5659
 AC5659  VERT ORDER      -  FIRST     CLASS II
 AC5659
 AC5659.The horizontal coordinates were scaled from a map and have
 AC5659.an estimated accuracy of +/- 6 seconds.
 AC5659
 AC5659.The orthometric height was determined by differential leveling and
 AC5659.adjusted by the NATIONAL GEODETIC SURVEY
 AC5659.in October 1997.
 AC5659
 AC5659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5659.GEOID18 height accuracy estimate available here.
 AC5659
 AC5659.Click photographs - Photos may exist for this station.
 AC5659
 AC5659.The dynamic height is computed by dividing the NAVD 88
 AC5659.geopotential number by the normal gravity value computed on the
 AC5659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5659.degrees latitude (g = 980.6199 gals.).
 AC5659
 AC5659.The modeled gravity was interpolated from observed gravity values.
 AC5659
 AC5659;                    North         East    Units  Estimated Accuracy
 AC5659;SPC SD S     -   147,610.      336,920.      MT  (+/- 180 meters Scaled)
 AC5659
 AC5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ134301(NAD 83)
 AC5659
 AC5659                          SUPERSEDED SURVEY CONTROL
 AC5659
 AC5659.No superseded survey control is available for this station.
 AC5659
 AC5659_MARKER: DB = BENCH MARK DISK
 AC5659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5659_STAMPING: 385-55.87 1994
 AC5659_MARK LOGO: SDDT
 AC5659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5659+STABILITY: SURFACE MOTION
 AC5659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5659+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5659
 AC5659  HISTORY     - Date     Condition        Report By
 AC5659  HISTORY     - 1994     MONUMENTED       SDDT
 AC5659  HISTORY     - 19950410 GOOD             NGS
 AC5659
 AC5659                          STATION DESCRIPTION
 AC5659
 AC5659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5659'16.9 KM (10.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5659'OFFICE IN CUSTER, 207.5 M (680.8 FT) SOUTH OF MILEPOST 56, 36.7 M
 AC5659'(120.4 FT) WEST OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT) WEST OF
 AC5659'THE CENTER OF A BIKE PATH, 11.7 M (38.4 FT) NORTH OF A FENCE CORNER,
 AC5659'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF
 AC5659'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5659'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5679 ***********************************************************************
 AC5679  DESIGNATION -  385 056.98
 AC5679  PID         -  AC5679
 AC5679  STATE/COUNTY-  SD/CUSTER
 AC5679  COUNTRY     -  US
 AC5679  USGS QUAD   -  CICERO PEAK (2017)
 AC5679
 AC5679                         *CURRENT SURVEY CONTROL
 AC5679  ______________________________________________________________________
 AC5679* NAD 83(1986) POSITION- 43 37 49.     (N) 103 35 58.     (W)   SCALED
 AC5679* NAVD 88 ORTHO HEIGHT -  1499.591 (meters)     4919.91  (feet) ADJUSTED
 AC5679  ______________________________________________________________________
 AC5679  GEOID HEIGHT    -        -14.181 (meters)                     GEOID18
 AC5679  DYNAMIC HEIGHT  -       1498.912 (meters)     4917.68  (feet) COMP
 AC5679  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 AC5679
 AC5679  VERT ORDER      -  FIRST     CLASS II
 AC5679
 AC5679.The horizontal coordinates were scaled from a map and have
 AC5679.an estimated accuracy of +/- 6 seconds.
 AC5679
 AC5679.The orthometric height was determined by differential leveling and
 AC5679.adjusted by the NATIONAL GEODETIC SURVEY
 AC5679.in October 1997.
 AC5679
 AC5679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5679.GEOID18 height accuracy estimate available here.
 AC5679
 AC5679.Click photographs - Photos may exist for this station.
 AC5679
 AC5679.The dynamic height is computed by dividing the NAVD 88
 AC5679.geopotential number by the normal gravity value computed on the
 AC5679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5679.degrees latitude (g = 980.6199 gals.).
 AC5679
 AC5679.The modeled gravity was interpolated from observed gravity values.
 AC5679
 AC5679;                    North         East    Units  Estimated Accuracy
 AC5679;SPC SD S     -   149,260.      336,510.      MT  (+/- 180 meters Scaled)
 AC5679
 AC5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ129317(NAD 83)
 AC5679
 AC5679                          SUPERSEDED SURVEY CONTROL
 AC5679
 AC5679.No superseded survey control is available for this station.
 AC5679
 AC5679_MARKER: DB = BENCH MARK DISK
 AC5679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5679_STAMPING: 385-56.98 1994
 AC5679_MARK LOGO: SDDT
 AC5679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5679+STABILITY: SURFACE MOTION
 AC5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5679+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5679
 AC5679  HISTORY     - Date     Condition        Report By
 AC5679  HISTORY     - 1994     MONUMENTED       SDDT
 AC5679  HISTORY     - 19950411 GOOD             NGS
 AC5679
 AC5679                          STATION DESCRIPTION
 AC5679
 AC5679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5679'15.1 KM (9.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5679'OFFICE IN CUSTER, 76.7 M (251.6 FT) NORTH OF THE CENTER OF A FIELD
 AC5679'ENTRANCE AND GATE, 67.9 M (222.8 FT) SOUTHWEST OF MILEPOST 57, 25.1 M
 AC5679'(82.3 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 AC5679'LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT)
 AC5679'EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AC5679'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5678 ***********************************************************************
 AC5678  DESIGNATION -  385 058.13
 AC5678  PID         -  AC5678
 AC5678  STATE/COUNTY-  SD/CUSTER
 AC5678  COUNTRY     -  US
 AC5678  USGS QUAD   -  CICERO PEAK (2017)
 AC5678
 AC5678                         *CURRENT SURVEY CONTROL
 AC5678  ______________________________________________________________________
 AC5678* NAD 83(1986) POSITION- 43 38 42.     (N) 103 35 45.     (W)   SCALED
 AC5678* NAVD 88 ORTHO HEIGHT -  1529.893 (meters)     5019.32  (feet) ADJUSTED
 AC5678  ______________________________________________________________________
 AC5678  GEOID HEIGHT    -        -14.127 (meters)                     GEOID18
 AC5678  DYNAMIC HEIGHT  -       1529.198 (meters)     5017.04  (feet) COMP
 AC5678  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 AC5678
 AC5678  VERT ORDER      -  FIRST     CLASS II
 AC5678
 AC5678.The horizontal coordinates were scaled from a map and have
 AC5678.an estimated accuracy of +/- 6 seconds.
 AC5678
 AC5678.The orthometric height was determined by differential leveling and
 AC5678.adjusted by the NATIONAL GEODETIC SURVEY
 AC5678.in October 1997.
 AC5678
 AC5678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5678.GEOID18 height accuracy estimate available here.
 AC5678
 AC5678.Click photographs - Photos may exist for this station.
 AC5678
 AC5678.The dynamic height is computed by dividing the NAVD 88
 AC5678.geopotential number by the normal gravity value computed on the
 AC5678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5678.degrees latitude (g = 980.6199 gals.).
 AC5678
 AC5678.The modeled gravity was interpolated from observed gravity values.
 AC5678
 AC5678;                    North         East    Units  Estimated Accuracy
 AC5678;SPC SD S     -   150,880.      336,860.      MT  (+/- 180 meters Scaled)
 AC5678
 AC5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ132334(NAD 83)
 AC5678
 AC5678                          SUPERSEDED SURVEY CONTROL
 AC5678
 AC5678.No superseded survey control is available for this station.
 AC5678
 AC5678_MARKER: DB = BENCH MARK DISK
 AC5678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5678_STAMPING: 385-58.13 1994
 AC5678_MARK LOGO: SDDT
 AC5678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5678+STABILITY: SURFACE MOTION
 AC5678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5678+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5678
 AC5678  HISTORY     - Date     Condition        Report By
 AC5678  HISTORY     - 1994     MONUMENTED       SDDT
 AC5678  HISTORY     - 19950411 GOOD             NGS
 AC5678
 AC5678                          STATION DESCRIPTION
 AC5678
 AC5678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5678'13.2 KM (8.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5678'OFFICE IN CUSTER, 197.6 M (648.3 FT) NORTH OF MILEPOST 58, 38.4 M
 AC5678'(126.0 FT) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING EAST,
 AC5678'27.5 M (90.2 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.8 M
 AC5678'(22.3 FT) EAST OF A UTILITY POLE, 0.1 M (0.3 FT) EAST OF A WITNESS
 AC5678'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5678'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5676 ***********************************************************************
 AC5676  DESIGNATION -  385 058.97
 AC5676  PID         -  AC5676
 AC5676  STATE/COUNTY-  SD/CUSTER
 AC5676  COUNTRY     -  US
 AC5676  USGS QUAD   -  CICERO PEAK (2017)
 AC5676
 AC5676                         *CURRENT SURVEY CONTROL
 AC5676  ______________________________________________________________________
 AC5676* NAD 83(1986) POSITION- 43 39 20.     (N) 103 35 25.     (W)   SCALED
 AC5676* NAVD 88 ORTHO HEIGHT -  1552.623 (meters)     5093.90  (feet) ADJUSTED
 AC5676  ______________________________________________________________________
 AC5676  GEOID HEIGHT    -        -14.101 (meters)                     GEOID18
 AC5676  DYNAMIC HEIGHT  -       1551.919 (meters)     5091.59  (feet) COMP
 AC5676  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 AC5676
 AC5676  VERT ORDER      -  FIRST     CLASS II
 AC5676
 AC5676.The horizontal coordinates were scaled from a map and have
 AC5676.an estimated accuracy of +/- 6 seconds.
 AC5676
 AC5676.The orthometric height was determined by differential leveling and
 AC5676.adjusted by the NATIONAL GEODETIC SURVEY
 AC5676.in October 1997.
 AC5676
 AC5676.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5676.GEOID18 height accuracy estimate available here.
 AC5676
 AC5676.Click photographs - Photos may exist for this station.
 AC5676
 AC5676.The dynamic height is computed by dividing the NAVD 88
 AC5676.geopotential number by the normal gravity value computed on the
 AC5676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5676.degrees latitude (g = 980.6199 gals.).
 AC5676
 AC5676.The modeled gravity was interpolated from observed gravity values.
 AC5676
 AC5676;                    North         East    Units  Estimated Accuracy
 AC5676;SPC SD S     -   152,040.      337,360.      MT  (+/- 180 meters Scaled)
 AC5676
 AC5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ136345(NAD 83)
 AC5676
 AC5676                          SUPERSEDED SURVEY CONTROL
 AC5676
 AC5676.No superseded survey control is available for this station.
 AC5676
 AC5676_MARKER: DD = SURVEY DISK
 AC5676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5676_STAMPING: 385-58.97
 AC5676_MARK LOGO: SDDT
 AC5676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5676+STABILITY: SURFACE MOTION
 AC5676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5676+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5676
 AC5676  HISTORY     - Date     Condition        Report By
 AC5676  HISTORY     - UNK      MONUMENTED       SDDT
 AC5676  HISTORY     - 19950411 GOOD             NGS
 AC5676
 AC5676                          STATION DESCRIPTION
 AC5676
 AC5676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5676'11.9 KM (7.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5676'OFFICE IN CUSTER, 70.4 M (231.0 FT) SOUTH OF MILEPOST 59, 30.1 M (98.8
 AC5676'FT) WEST OF THE HIGHWAY CENTERLINE, 16.2 M (53.1 FT) NORTHEAST OF THE
 AC5676'CENTER OF A BIKE PATH, 5.0 M (16.4 FT) SOUTH OF THE CENTER OF A
 AC5676'DRIVEWAY, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 AC5676'FT) EAST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 AC5676'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5675 ***********************************************************************
 AC5675  DESIGNATION -  385 060.37
 AC5675  PID         -  AC5675
 AC5675  STATE/COUNTY-  SD/CUSTER
 AC5675  COUNTRY     -  US
 AC5675  USGS QUAD   -  CICERO PEAK (2017)
 AC5675
 AC5675                         *CURRENT SURVEY CONTROL
 AC5675  ______________________________________________________________________
 AC5675* NAD 83(1986) POSITION- 43 40 25.     (N) 103 35 56.     (W)   SCALED
 AC5675* NAVD 88 ORTHO HEIGHT -  1598.102 (meters)     5243.11  (feet) ADJUSTED
 AC5675  ______________________________________________________________________
 AC5675  GEOID HEIGHT    -        -14.004 (meters)                     GEOID18
 AC5675  DYNAMIC HEIGHT  -       1597.372 (meters)     5240.71  (feet) COMP
 AC5675  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 AC5675
 AC5675  VERT ORDER      -  FIRST     CLASS II
 AC5675
 AC5675.The horizontal coordinates were scaled from a map and have
 AC5675.an estimated accuracy of +/- 6 seconds.
 AC5675
 AC5675.The orthometric height was determined by differential leveling and
 AC5675.adjusted by the NATIONAL GEODETIC SURVEY
 AC5675.in October 1997.
 AC5675
 AC5675.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5675.GEOID18 height accuracy estimate available here.
 AC5675
 AC5675.Click photographs - Photos may exist for this station.
 AC5675
 AC5675.The dynamic height is computed by dividing the NAVD 88
 AC5675.geopotential number by the normal gravity value computed on the
 AC5675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5675.degrees latitude (g = 980.6199 gals.).
 AC5675
 AC5675.The modeled gravity was interpolated from observed gravity values.
 AC5675
 AC5675;                    North         East    Units  Estimated Accuracy
 AC5675;SPC SD S     -   154,070.      336,740.      MT  (+/- 180 meters Scaled)
 AC5675
 AC5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ129365(NAD 83)
 AC5675
 AC5675                          SUPERSEDED SURVEY CONTROL
 AC5675
 AC5675.No superseded survey control is available for this station.
 AC5675
 AC5675_MARKER: DB = BENCH MARK DISK
 AC5675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5675_STAMPING: 385-60.37 1994
 AC5675_MARK LOGO: SDDT
 AC5675_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5675+STABILITY: SURFACE MOTION
 AC5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5675+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5675
 AC5675  HISTORY     - Date     Condition        Report By
 AC5675  HISTORY     - 1994     MONUMENTED       SDDT
 AC5675  HISTORY     - 19950411 GOOD             NGS
 AC5675
 AC5675                          STATION DESCRIPTION
 AC5675
 AC5675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5675'9.7 KM (6.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5675'IN CUSTER, 589.6 M (1934.4 FT) NORTH OF MILEPOST 60, 98.7 M (323.8 FT)
 AC5675'SOUTHEAST OF THE CENTER OF A GATE, 23.4 M (76.8 FT) NORTHEAST OF THE
 AC5675'HIGHWAY CENTERLINE, 19.3 M (63.3 FT) NORTHWEST OF A FENCE CORNER, 2.5
 AC5675'M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTHEAST OF
 AC5675'A WITNESS POST, 0.1 M (0.3 FT) NORTHEAST OF A FENCE, AND THE MONUMENT
 AC5675'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5674 ***********************************************************************
 AC5674  DESIGNATION -  385 061.45
 AC5674  PID         -  AC5674
 AC5674  STATE/COUNTY-  SD/CUSTER
 AC5674  COUNTRY     -  US
 AC5674  USGS QUAD   -  CICERO PEAK (2017)
 AC5674
 AC5674                         *CURRENT SURVEY CONTROL
 AC5674  ______________________________________________________________________
 AC5674* NAD 83(1986) POSITION- 43 41 16.11   (N) 103 36 09.76   (W)   HD_HELD1
 AC5674* NAVD 88 ORTHO HEIGHT -  1601.583 (meters)     5254.53  (feet) ADJUSTED
 AC5674  ______________________________________________________________________
 AC5674  GEOID HEIGHT    -        -13.942 (meters)                     GEOID18
 AC5674  DYNAMIC HEIGHT  -       1600.850 (meters)     5252.12  (feet) COMP
 AC5674  MODELED GRAVITY -    980,103.0   (mgal)                       NAVD 88
 AC5674
 AC5674  VERT ORDER      -  FIRST     CLASS II
 AC5674
 AC5674.The horizontal coordinates were determined by differentially corrected
 AC5674.hand held GPS observations or other comparable positioning techniques
 AC5674.and have an estimated accuracy of +/- 3 meters.
 AC5674
 AC5674.The orthometric height was determined by differential leveling and
 AC5674.adjusted by the NATIONAL GEODETIC SURVEY
 AC5674.in October 1997.
 AC5674
 AC5674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5674.GEOID18 height accuracy estimate available here.
 AC5674
 AC5674.Click photographs - Photos may exist for this station.
 AC5674
 AC5674.The dynamic height is computed by dividing the NAVD 88
 AC5674.geopotential number by the normal gravity value computed on the
 AC5674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5674.degrees latitude (g = 980.6199 gals.).
 AC5674
 AC5674.The modeled gravity was interpolated from observed gravity values.
 AC5674
 AC5674;                    North         East    Units  Estimated Accuracy
 AC5674;SPC SD S     -   155,657.4     336,497.0     MT  (+/- 3 meters HH1 GPS) 
 AC5674
 AC5674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1261238147(NAD 83)
 AC5674
 AC5674                          SUPERSEDED SURVEY CONTROL
 AC5674
 AC5674.No superseded survey control is available for this station.
 AC5674
 AC5674_MARKER: DB = BENCH MARK DISK
 AC5674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5674_STAMPING: 385-61.45 1994
 AC5674_MARK LOGO: SDDT
 AC5674_PROJECTION: PROJECTING 20 CENTIMETERS
 AC5674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5674+STABILITY: SURFACE MOTION
 AC5674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5674+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 AC5674
 AC5674  HISTORY     - Date     Condition        Report By
 AC5674  HISTORY     - 1994     MONUMENTED       SDDT
 AC5674  HISTORY     - 19950411 GOOD             NGS
 AC5674  HISTORY     - 20180711 GOOD             SDDT
 AC5674
 AC5674                          STATION DESCRIPTION
 AC5674
 AC5674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5674'8.9 KM (5.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5674'IN CUSTER, 704.1 M (2310.0 FT) NORTH OF MILEPOST 61, 37.3 M (122.4 FT)
 AC5674'SOUTHWEST OF THE HIGHWAY CENTERLINE, 33.2 M (108.9 FT) NORTH OF THE
 AC5674'CENTER OF A GATE, 13.3 M (43.6 FT) SOUTH OF THE SOUTH END OF 3 BRACED
 AC5674'FENCE POSTS, 8.5 M (27.9 FT) WEST OF THE CENTER OF A DRIVEWAY, 3.5 M
 AC5674'(11.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A
 AC5674'WITNESS POST, 0.1 M (0.3 FT) EAST OF A FENCE, AND THE MONUMENT
 AC5674'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 AC5674
 AC5674                          STATION RECOVERY (2018)
 AC5674
 AC5674'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 AC5674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5673 ***********************************************************************
 AC5673  DESIGNATION -  385 062.00
 AC5673  PID         -  AC5673
 AC5673  STATE/COUNTY-  SD/CUSTER
 AC5673  COUNTRY     -  US
 AC5673  USGS QUAD   -  CICERO PEAK (2017)
 AC5673
 AC5673                         *CURRENT SURVEY CONTROL
 AC5673  ______________________________________________________________________
 AC5673* NAD 83(1986) POSITION- 43 41 44.98   (N) 103 36 18.45   (W)   HD_HELD1
 AC5673* NAVD 88 ORTHO HEIGHT -  1608.312 (meters)     5276.60  (feet) ADJUSTED
 AC5673  ______________________________________________________________________
 AC5673  GEOID HEIGHT    -        -13.908 (meters)                     GEOID18
 AC5673  DYNAMIC HEIGHT  -       1607.576 (meters)     5274.19  (feet) COMP
 AC5673  MODELED GRAVITY -    980,102.6   (mgal)                       NAVD 88
 AC5673
 AC5673  VERT ORDER      -  FIRST     CLASS II
 AC5673
 AC5673.The horizontal coordinates were determined by differentially corrected
 AC5673.hand held GPS observations or other comparable positioning techniques
 AC5673.and have an estimated accuracy of +/- 3 meters.
 AC5673
 AC5673.The orthometric height was determined by differential leveling and
 AC5673.adjusted by the NATIONAL GEODETIC SURVEY
 AC5673.in October 1997.
 AC5673
 AC5673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5673.GEOID18 height accuracy estimate available here.
 AC5673
 AC5673.Click photographs - Photos may exist for this station.
 AC5673
 AC5673.The dynamic height is computed by dividing the NAVD 88
 AC5673.geopotential number by the normal gravity value computed on the
 AC5673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5673.degrees latitude (g = 980.6199 gals.).
 AC5673
 AC5673.The modeled gravity was interpolated from observed gravity values.
 AC5673
 AC5673;                    North         East    Units  Estimated Accuracy
 AC5673;SPC SD S     -   156,555.3     336,337.7     MT  (+/- 3 meters HH1 GPS) 
 AC5673
 AC5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1240339035(NAD 83)
 AC5673
 AC5673                          SUPERSEDED SURVEY CONTROL
 AC5673
 AC5673.No superseded survey control is available for this station.
 AC5673
 AC5673_MARKER: Z = SEE DESCRIPTION
 AC5673_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5673_STAMPING: 385-62.00 1995
 AC5673_MARK LOGO: NGS
 AC5673_PROJECTION: FLUSH
 AC5673_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5673+STABILITY: POSITION/ELEVATION WELL
 AC5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5673+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 AC5673_ROD/PIPE-DEPTH: 6.4 meters
 AC5673_SLEEVE-DEPTH  : 4.0 meters
 AC5673
 AC5673  HISTORY     - Date     Condition        Report By
 AC5673  HISTORY     - 1995     MONUMENTED       SDDT
 AC5673  HISTORY     - 19950410 GOOD             NGS
 AC5673  HISTORY     - 20180711 GOOD             SDDT
 AC5673
 AC5673                          STATION DESCRIPTION
 AC5673
 AC5673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5673'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5673'IN CUSTER, 24.3 M (79.7 FT) EAST OF THE HIGHWAY CENTERLINE, 15.5 M
 AC5673'(50.9 FT) NORTH OF THE CENTER OF A DRIVEWAY, 13.2 M (43.3 FT)
 AC5673'NORTHEAST OF MILEPOST 62, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST,
 AC5673'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 AC5673'LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 AC5673'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH
 AC5673'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC5673'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5673
 AC5673                          STATION RECOVERY (2018)
 AC5673
 AC5673'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 AC5673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5672 ***********************************************************************
 AC5672  DESIGNATION -  385 062.41
 AC5672  PID         -  AC5672
 AC5672  STATE/COUNTY-  SD/CUSTER
 AC5672  COUNTRY     -  US
 AC5672  USGS QUAD   -  CICERO PEAK (2017)
 AC5672
 AC5672                         *CURRENT SURVEY CONTROL
 AC5672  ______________________________________________________________________
 AC5672* NAD 83(1986) POSITION- 43 42 05.     (N) 103 36 13.     (W)   SCALED
 AC5672* NAVD 88 ORTHO HEIGHT -  1615.311 (meters)     5299.57  (feet) ADJUSTED
 AC5672  ______________________________________________________________________
 AC5672  GEOID HEIGHT    -        -13.896 (meters)                     GEOID18
 AC5672  DYNAMIC HEIGHT  -       1614.572 (meters)     5297.14  (feet) COMP
 AC5672  MODELED GRAVITY -    980,102.8   (mgal)                       NAVD 88
 AC5672
 AC5672  VERT ORDER      -  FIRST     CLASS II
 AC5672
 AC5672.The horizontal coordinates were scaled from a map and have
 AC5672.an estimated accuracy of +/- 6 seconds.
 AC5672
 AC5672.The orthometric height was determined by differential leveling and
 AC5672.adjusted by the NATIONAL GEODETIC SURVEY
 AC5672.in October 1997.
 AC5672
 AC5672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5672.GEOID18 height accuracy estimate available here.
 AC5672
 AC5672.Click photographs - Photos may exist for this station.
 AC5672
 AC5672.The dynamic height is computed by dividing the NAVD 88
 AC5672.geopotential number by the normal gravity value computed on the
 AC5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5672.degrees latitude (g = 980.6199 gals.).
 AC5672
 AC5672.The modeled gravity was interpolated from observed gravity values.
 AC5672
 AC5672;                    North         East    Units  Estimated Accuracy
 AC5672;SPC SD S     -   157,170.      336,480.      MT  (+/- 180 meters Scaled)
 AC5672
 AC5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ125396(NAD 83)
 AC5672
 AC5672                          SUPERSEDED SURVEY CONTROL
 AC5672
 AC5672.No superseded survey control is available for this station.
 AC5672
 AC5672_MARKER: DB = BENCH MARK DISK
 AC5672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5672_STAMPING: 385-62.41 1994
 AC5672_MARK LOGO: SDDT
 AC5672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5672+STABILITY: SURFACE MOTION
 AC5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5672+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2017
 AC5672
 AC5672  HISTORY     - Date     Condition        Report By
 AC5672  HISTORY     - 1994     MONUMENTED       SDDT
 AC5672  HISTORY     - 19950411 GOOD             NGS
 AC5672  HISTORY     - 20170705 GOOD             SDDT
 AC5672
 AC5672                          STATION DESCRIPTION
 AC5672
 AC5672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5672'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5672'IN CUSTER, 642.5 M (2107.9 FT) NORTH OF MILEPOST 62, 142.2 M (466.5
 AC5672'FT) SOUTH OF THE EXTENDED CENTER OF THE SOUTH ENTRANCE TO THE CUSTER
 AC5672'DEVELOPMENT CENTER, 20.7 M (67.9 FT) WEST OF THE HIGHWAY CENTERLINE,
 AC5672'2.6 M (8.5 FT) SOUTH OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL
 AC5672'OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 AC5672'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5672
 AC5672                          STATION RECOVERY (2017)
 AC5672
 AC5672'RECOVERY NOTE BY SD DEPT OF TRANSP 2017 (JCC)
 AC5672'RECOVERED AS DESCRIBED AT THE NORTH END OF A FENCE EXTENDING SOUTH.
 AC5672'MARK FALLS ON THE SOUTH SIDE OF A RESIDENTIAL APPROACH ROAD AND NORTH
 AC5672'OF A LARGE NEW GWT FIBER OPTIC VAULT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5671 ***********************************************************************
 AC5671  DESIGNATION -  385 063.51
 AC5671  PID         -  AC5671
 AC5671  STATE/COUNTY-  SD/CUSTER
 AC5671  COUNTRY     -  US
 AC5671  USGS QUAD   -  CICERO PEAK (2017)
 AC5671
 AC5671                         *CURRENT SURVEY CONTROL
 AC5671  ______________________________________________________________________
 AC5671* NAD 83(1986) POSITION- 43 43 01.     (N) 103 36 22.     (W)   SCALED
 AC5671* NAVD 88 ORTHO HEIGHT -  1674.998 (meters)     5495.39  (feet) ADJUSTED
 AC5671  ______________________________________________________________________
 AC5671  GEOID HEIGHT    -        -13.840 (meters)                     GEOID18
 AC5671  DYNAMIC HEIGHT  -       1674.235 (meters)     5492.89  (feet) COMP
 AC5671  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 AC5671
 AC5671  VERT ORDER      -  FIRST     CLASS II
 AC5671
 AC5671.The horizontal coordinates were scaled from a map and have
 AC5671.an estimated accuracy of +/- 6 seconds.
 AC5671
 AC5671.The orthometric height was determined by differential leveling and
 AC5671.adjusted by the NATIONAL GEODETIC SURVEY
 AC5671.in October 1997.
 AC5671
 AC5671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5671.GEOID18 height accuracy estimate available here.
 AC5671
 AC5671.Click photographs - Photos may exist for this station.
 AC5671
 AC5671.The dynamic height is computed by dividing the NAVD 88
 AC5671.geopotential number by the normal gravity value computed on the
 AC5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5671.degrees latitude (g = 980.6199 gals.).
 AC5671
 AC5671.The modeled gravity was interpolated from observed gravity values.
 AC5671
 AC5671;                    North         East    Units  Estimated Accuracy
 AC5671;SPC SD S     -   158,900.      336,350.      MT  (+/- 180 meters Scaled)
 AC5671
 AC5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ122413(NAD 83)
 AC5671
 AC5671                          SUPERSEDED SURVEY CONTROL
 AC5671
 AC5671.No superseded survey control is available for this station.
 AC5671
 AC5671_MARKER: DB = BENCH MARK DISK
 AC5671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5671_STAMPING: 385-63.51 1994
 AC5671_MARK LOGO: SDDT
 AC5671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5671+STABILITY: SURFACE MOTION
 AC5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5671+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5671
 AC5671  HISTORY     - Date     Condition        Report By
 AC5671  HISTORY     - 1994     MONUMENTED       SDDT
 AC5671  HISTORY     - 19950411 GOOD             NGS
 AC5671
 AC5671                          STATION DESCRIPTION
 AC5671
 AC5671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5671'5.6 KM (3.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5671'IN CUSTER, 813.1 M (2667.6 FT) NORTH OF MILEPOST 63, 25.0 M (82.0 FT)
 AC5671'WEST OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT) SOUTH OF THE EXTENDED
 AC5671'CENTER OF A GRAVELED ROAD LEADING NORTHEAST, 9.4 M (30.8 FT) NORTH OF
 AC5671'THE NORTH END OF 3 BRACED FENCE POSTS, 1.0 M (3.3 FT) ABOVE THE LEVEL
 AC5671'OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 AC5671'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5670 ***********************************************************************
 AC5670  DESIGNATION -  385 064.52
 AC5670  PID         -  AC5670
 AC5670  STATE/COUNTY-  SD/CUSTER
 AC5670  COUNTRY     -  US
 AC5670  USGS QUAD   -  CICERO PEAK (2017)
 AC5670
 AC5670                         *CURRENT SURVEY CONTROL
 AC5670  ______________________________________________________________________
 AC5670* NAD 83(1986) POSITION- 43 43 53.     (N) 103 36 31.     (W)   SCALED
 AC5670* NAVD 88 ORTHO HEIGHT -  1682.639 (meters)     5520.46  (feet) ADJUSTED
 AC5670  ______________________________________________________________________
 AC5670  GEOID HEIGHT    -        -13.789 (meters)                     GEOID18
 AC5670  DYNAMIC HEIGHT  -       1681.872 (meters)     5517.94  (feet) COMP
 AC5670  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 AC5670
 AC5670  VERT ORDER      -  FIRST     CLASS II
 AC5670
 AC5670.The horizontal coordinates were scaled from a map and have
 AC5670.an estimated accuracy of +/- 6 seconds.
 AC5670
 AC5670.The orthometric height was determined by differential leveling and
 AC5670.adjusted by the NATIONAL GEODETIC SURVEY
 AC5670.in October 1997.
 AC5670
 AC5670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5670.GEOID18 height accuracy estimate available here.
 AC5670
 AC5670.Click photographs - Photos may exist for this station.
 AC5670
 AC5670.The dynamic height is computed by dividing the NAVD 88
 AC5670.geopotential number by the normal gravity value computed on the
 AC5670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5670.degrees latitude (g = 980.6199 gals.).
 AC5670
 AC5670.The modeled gravity was interpolated from observed gravity values.
 AC5670
 AC5670;                    North         East    Units  Estimated Accuracy
 AC5670;SPC SD S     -   160,510.      336,210.      MT  (+/- 180 meters Scaled)
 AC5670
 AC5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ120429(NAD 83)
 AC5670
 AC5670                          SUPERSEDED SURVEY CONTROL
 AC5670
 AC5670.No superseded survey control is available for this station.
 AC5670
 AC5670_MARKER: DB = BENCH MARK DISK
 AC5670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5670_STAMPING: 385-64.52 1994
 AC5670_MARK LOGO: SDDT
 AC5670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5670+STABILITY: SURFACE MOTION
 AC5670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5670+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5670
 AC5670  HISTORY     - Date     Condition        Report By
 AC5670  HISTORY     - 1994     MONUMENTED       SDDT
 AC5670  HISTORY     - 19950411 GOOD             NGS
 AC5670
 AC5670                          STATION DESCRIPTION
 AC5670
 AC5670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5670'5.0 KM (3.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5670'IN CUSTER, 832.8 M (2732.3 FT) NORTH OF MILEPOST 64, 57.8 M (189.6 FT)
 AC5670'NORTH OF THE CENTER OF A DIRT ROAD LEADING TO THE CUSTER COUNTY
 AC5670'AIRPORT, 22.8 M (74.8 FT) WEST OF THE HIGHWAY CENTERLINE, 13.2 M (43.3
 AC5670'FT) SOUTH OF A UTILITY POLE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 AC5670'HIGHWAY, 0.1 M (0.3 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 AC5670'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5669 ***********************************************************************
 AC5669  DESIGNATION -  385 064.68
 AC5669  PID         -  AC5669
 AC5669  STATE/COUNTY-  SD/CUSTER
 AC5669  COUNTRY     -  US
 AC5669  USGS QUAD   -  CICERO PEAK (2017)
 AC5669
 AC5669                         *CURRENT SURVEY CONTROL
 AC5669  ______________________________________________________________________
 AC5669* NAD 83(1986) POSITION- 43 43 59.     (N) 103 36 36.     (W)   SCALED
 AC5669* NAVD 88 ORTHO HEIGHT -  1689.443 (meters)     5542.78  (feet) ADJUSTED
 AC5669  ______________________________________________________________________
 AC5669  GEOID HEIGHT    -        -13.779 (meters)                     GEOID18
 AC5669  DYNAMIC HEIGHT  -       1688.672 (meters)     5540.25  (feet) COMP
 AC5669  MODELED GRAVITY -    980,100.9   (mgal)                       NAVD 88
 AC5669
 AC5669  VERT ORDER      -  FIRST     CLASS II
 AC5669
 AC5669.The horizontal coordinates were scaled from a map and have
 AC5669.an estimated accuracy of +/- 6 seconds.
 AC5669
 AC5669.The orthometric height was determined by differential leveling and
 AC5669.adjusted by the NATIONAL GEODETIC SURVEY
 AC5669.in October 1997.
 AC5669
 AC5669.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5669.GEOID18 height accuracy estimate available here.
 AC5669
 AC5669.Click photographs - Photos may exist for this station.
 AC5669
 AC5669.The dynamic height is computed by dividing the NAVD 88
 AC5669.geopotential number by the normal gravity value computed on the
 AC5669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5669.degrees latitude (g = 980.6199 gals.).
 AC5669
 AC5669.The modeled gravity was interpolated from observed gravity values.
 AC5669
 AC5669;                    North         East    Units  Estimated Accuracy
 AC5669;SPC SD S     -   160,700.      336,110.      MT  (+/- 180 meters Scaled)
 AC5669
 AC5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ119431(NAD 83)
 AC5669
 AC5669                          SUPERSEDED SURVEY CONTROL
 AC5669
 AC5669.No superseded survey control is available for this station.
 AC5669
 AC5669_MARKER: Z = SEE DESCRIPTION
 AC5669_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5669_STAMPING: 385-64.68 1995
 AC5669_MARK LOGO: NGS
 AC5669_PROJECTION: FLUSH
 AC5669_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5669+STABILITY: POSITION/ELEVATION WELL
 AC5669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5669+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5669_ROD/PIPE-DEPTH: 6.4 meters
 AC5669_SLEEVE-DEPTH  : 4.0 meters
 AC5669
 AC5669  HISTORY     - Date     Condition        Report By
 AC5669  HISTORY     - 1995     MONUMENTED       SDDT
 AC5669  HISTORY     - 19950410 GOOD             NGS
 AC5669
 AC5669                          STATION DESCRIPTION
 AC5669
 AC5669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5669'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5669'IN CUSTER, 550.1 M (1804.8 FT) SOUTH OF MILEPOST 65, 160.4 M (526.2
 AC5669'FT) WEST OF THE HIGHWAY CENTERLINE, 87.4 M (286.7 FT) SOUTHWEST OF THE
 AC5669'MOST SOUTHERLY OF SIX RUNWAY END LIGHTS, 76.5 M (251.0 FT) SOUTH OF
 AC5669'THE SOUTH EDGE OF A RUNWAY, 19.0 M (62.3 FT) EAST OF THE EAST END OF 3
 AC5669'BRACED FENCE POSTS, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT)
 AC5669'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD
 AC5669'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 AC5669'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.
 AC5669'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5669'THROUGH A 4-INCH PVC CAP.  THE MARK IS ON PROPERTY OWNED BY CUSTER
 AC5669'COUNTY.  TO GAIN ACCESS TO THE MARK CONTACT--JERRY WILKERSON, CUSTER
 AC5669'COUNTY AIRPORT, 12200 AVIATION PLACE, CUSTER, SD 57730, TELEPHONE
 AC5669'NUMBER (605) 673-3874.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5668 ***********************************************************************
 AC5668  DESIGNATION -  385 065.59
 AC5668  PID         -  AC5668
 AC5668  STATE/COUNTY-  SD/CUSTER
 AC5668  COUNTRY     -  US
 AC5668  USGS QUAD   -  CICERO PEAK (2017)
 AC5668
 AC5668                         *CURRENT SURVEY CONTROL
 AC5668  ______________________________________________________________________
 AC5668* NAD 83(1986) POSITION- 43 44 45.     (N) 103 36 44.     (W)   SCALED
 AC5668* NAVD 88 ORTHO HEIGHT -  1665.647 (meters)     5464.71  (feet) ADJUSTED
 AC5668  ______________________________________________________________________
 AC5668  GEOID HEIGHT    -        -13.739 (meters)                     GEOID18
 AC5668  DYNAMIC HEIGHT  -       1664.883 (meters)     5462.20  (feet) COMP
 AC5668  MODELED GRAVITY -    980,099.5   (mgal)                       NAVD 88
 AC5668
 AC5668  VERT ORDER      -  FIRST     CLASS II
 AC5668
 AC5668.The horizontal coordinates were scaled from a map and have
 AC5668.an estimated accuracy of +/- 6 seconds.
 AC5668
 AC5668.The orthometric height was determined by differential leveling and
 AC5668.adjusted by the NATIONAL GEODETIC SURVEY
 AC5668.in October 1997.
 AC5668
 AC5668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5668.GEOID18 height accuracy estimate available here.
 AC5668
 AC5668.Click photographs - Photos may exist for this station.
 AC5668
 AC5668.The dynamic height is computed by dividing the NAVD 88
 AC5668.geopotential number by the normal gravity value computed on the
 AC5668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5668.degrees latitude (g = 980.6199 gals.).
 AC5668
 AC5668.The modeled gravity was interpolated from observed gravity values.
 AC5668
 AC5668;                    North         East    Units  Estimated Accuracy
 AC5668;SPC SD S     -   162,130.      335,990.      MT  (+/- 180 meters Scaled)
 AC5668
 AC5668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ117445(NAD 83)
 AC5668
 AC5668                          SUPERSEDED SURVEY CONTROL
 AC5668
 AC5668.No superseded survey control is available for this station.
 AC5668
 AC5668_MARKER: DB = BENCH MARK DISK
 AC5668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5668_STAMPING: 385-65.59 1994
 AC5668_MARK LOGO: SDDT
 AC5668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5668+STABILITY: SURFACE MOTION
 AC5668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5668+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5668
 AC5668  HISTORY     - Date     Condition        Report By
 AC5668  HISTORY     - 1994     MONUMENTED       SDDT
 AC5668  HISTORY     - 19950411 GOOD             NGS
 AC5668
 AC5668                          STATION DESCRIPTION
 AC5668
 AC5668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5668'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5668'IN CUSTER, 926.4 M (3039.4 FT) NORTH OF MILEPOST 65, 72.4 M (237.5 FT)
 AC5668'SOUTH OF THE CENTER OF A DRIVEWAY, 61.8 M (202.8 FT) NORTH OF THE
 AC5668'CENTER OF A GATE, 39.9 M (130.9 FT) WEST OF THE HIGHWAY CENTERLINE,
 AC5668'10.0 M (32.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, 3.5 M (11.5 FT) NORTH
 AC5668'OF THE NORTH EDGE OF A LARGE ROCK OUTCROP, 1.0 M (3.3 FT) NORTH OF THE
 AC5668'NORTH END OF 2 BRACED FENCE POSTS, 0.1 M (0.3 FT) EAST OF A WITNESS
 AC5668'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC5668'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5641 ***********************************************************************
 AC5641  DESIGNATION -  385 066.66
 AC5641  PID         -  AC5641
 AC5641  STATE/COUNTY-  SD/CUSTER
 AC5641  COUNTRY     -  US
 AC5641  USGS QUAD   -  CUSTER (2017)
 AC5641
 AC5641                         *CURRENT SURVEY CONTROL
 AC5641  ______________________________________________________________________
 AC5641* NAD 83(1986) POSITION- 43 45 36.19   (N) 103 36 33.75   (W)   HD_HELD1
 AC5641* NAVD 88 ORTHO HEIGHT -  1631.468 (meters)     5352.57  (feet) ADJUSTED
 AC5641  ______________________________________________________________________
 AC5641  GEOID HEIGHT    -        -13.717 (meters)                     GEOID18
 AC5641  DYNAMIC HEIGHT  -       1630.715 (meters)     5350.10  (feet) COMP
 AC5641  MODELED GRAVITY -    980,098.1   (mgal)                       NAVD 88
 AC5641
 AC5641  VERT ORDER      -  FIRST     CLASS II
 AC5641
 AC5641.The horizontal coordinates were determined by differentially corrected
 AC5641.hand held GPS observations or other comparable positioning techniques
 AC5641.and have an estimated accuracy of +/- 3 meters.
 AC5641
 AC5641.The orthometric height was determined by differential leveling and
 AC5641.adjusted by the NATIONAL GEODETIC SURVEY
 AC5641.in October 1997.
 AC5641
 AC5641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5641.GEOID18 height accuracy estimate available here.
 AC5641
 AC5641.Click photographs - Photos may exist for this station.
 AC5641
 AC5641.The dynamic height is computed by dividing the NAVD 88
 AC5641.geopotential number by the normal gravity value computed on the
 AC5641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5641.degrees latitude (g = 980.6199 gals.).
 AC5641
 AC5641.The modeled gravity was interpolated from observed gravity values.
 AC5641
 AC5641;                    North         East    Units  Estimated Accuracy
 AC5641;SPC SD S     -   163,698.4     336,276.7     MT  (+/- 3 meters HH1 GPS) 
 AC5641
 AC5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1194046162(NAD 83)
 AC5641
 AC5641                          SUPERSEDED SURVEY CONTROL
 AC5641
 AC5641.No superseded survey control is available for this station.
 AC5641
 AC5641_MARKER: DB = BENCH MARK DISK
 AC5641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5641_STAMPING: 385-66.66 1994
 AC5641_MARK LOGO: SDDT
 AC5641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5641+STABILITY: SURFACE MOTION
 AC5641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5641+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 AC5641
 AC5641  HISTORY     - Date     Condition        Report By
 AC5641  HISTORY     - 1994     MONUMENTED       SDDT
 AC5641  HISTORY     - 19950418 GOOD             NGS
 AC5641  HISTORY     - 20040720 GOOD             GEOCAC
 AC5641
 AC5641                          STATION DESCRIPTION
 AC5641
 AC5641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5641'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 AC5641'IN CUSTER, 1060.0 M (3477.7 FT) NORTH OF MILEPOST 66, 22.4 M (73.5 FT)
 AC5641'WEST OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) SOUTH OF A CHAIN-LINK
 AC5641'FENCE ENCLOSING A HIGHWAY DEPARTMENT MAINTENANCE YARD, 1.0 M (3.3 FT)
 AC5641'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST
 AC5641'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC5641'SURFACE.
 AC5641
 AC5641                          STATION RECOVERY (2004)
 AC5641
 AC5641'RECOVERY NOTE BY GEOCACHING 2004 (DJH)
 AC5641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7872 ***********************************************************************
 AC7872  CBN         -  This is a Cooperative Base Network Control Station.
 AC7872  DESIGNATION -  385 114.12
 AC7872  PID         -  AC7872
 AC7872  STATE/COUNTY-  SD/LAWRENCE
 AC7872  COUNTRY     -  US
 AC7872  USGS QUAD   -  DEADWOOD SOUTH (2017)
 AC7872
 AC7872                         *CURRENT SURVEY CONTROL
 AC7872  ______________________________________________________________________
 AC7872* NAD 83(2011) POSITION- 44 16 30.78906(N) 103 41 39.18574(W)   ADJUSTED
 AC7872* NAD 83(2011) ELLIP HT-  1664.168 (meters)        (06/27/12)   ADJUSTED
 AC7872* NAD 83(2011) EPOCH   -  2010.00
 AC7872* NAVD 88 ORTHO HEIGHT -  1677.8   (meters)     5505.    (feet) GPS OBS
 AC7872  ______________________________________________________________________
 AC7872  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7872  GEOID HEIGHT    -        -13.523 (meters)                     GEOID96
 AC7872  GEOID HEIGHT    -        -13.582 (meters)                     GEOID18
 AC7872  NAD 83(2011) X  - -1,083,174.007 (meters)                     COMP
 AC7872  NAD 83(2011) Y  - -4,445,307.790 (meters)                     COMP
 AC7872  NAD 83(2011) Z  -  4,431,200.373 (meters)                     COMP
 AC7872  LAPLACE CORR    -         -9.98  (seconds)                    DEFLEC18
 AC7872
 AC7872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7872  Standards:
 AC7872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7872  -------------------------------------------------------------------
 AC7872  NETWORK    1.18   3.53           0.55   0.38   1.80     -0.03533858
 AC7872  -------------------------------------------------------------------
 AC7872  Click here for local accuracies and other accuracy information.
 AC7872
 AC7872.The horizontal coordinates were established by GPS observations
 AC7872.and adjusted by the National Geodetic Survey in June 2012.
 AC7872
 AC7872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7872.been affixed to the stable North American tectonic plate. See 
 AC7872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7872
 AC7872.The horizontal coordinates are valid at the epoch date displayed above
 AC7872.which is a decimal equivalence of Year/Month/Day.
 AC7872
 AC7872.The orthometric height was determined by GPS observations and a
 AC7872.high-resolution geoid model.
 AC7872
 AC7872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7872.GEOID18 height accuracy estimate available here.
 AC7872
 AC7872.Click photographs - Photos may exist for this station.
 AC7872
 AC7872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7872
 AC7872.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7872
 AC7872.The ellipsoidal height was determined by GPS observations
 AC7872.and is referenced to NAD 83.
 AC7872
 AC7872. The following values were computed from the NAD 83(2011) position.
 AC7872
 AC7872;                    North         East     Units Scale Factor Converg.
 AC7872;SPC SD N     -    55,832.006   305,167.378   MT  1.00003010   -2 36 52.3
 AC7872;SPC SD N     -   183,175.51  1,001,203.31   sFT  1.00003010   -2 36 52.3
 AC7872;UTM  13      - 4,903,270.590   604,204.986   MT  0.99973354   +0 54 42.0
 AC7872
 AC7872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7872!SPC SD N     -   0.99973913  x   1.00003010  =   0.99976922
 AC7872!UTM  13      -   0.99973913  x   0.99973354  =   0.99947274
 AC7872
 AC7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0420403270(NAD 83)
 AC7872
 AC7872                          SUPERSEDED SURVEY CONTROL
 AC7872
 AC7872  NAD 83(2007)-  44 16 30.78892(N)    103 41 39.18687(W) AD(2002.00) 0
 AC7872  ELLIP H (02/10/07) 1664.196  (m)                       GP(2002.00)    
 AC7872  ELLIP H (04/15/04) 1664.189  (m)                       GP(       ) 2 1
 AC7872  NAD 83(1996)-  44 16 30.78814(N)    103 41 39.18691(W) AD(       ) B
 AC7872  ELLIP H (04/18/97) 1664.264  (m)                       GP(       ) 4 1
 AC7872
 AC7872.Superseded values are not recommended for survey control.
 AC7872
 AC7872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7872.See file dsdata.pdf to determine how the superseded data were derived.
 AC7872
 AC7872_MARKER: Z = SEE DESCRIPTION
 AC7872_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7872_STAMPING: 385-114.12 1995
 AC7872_MARK LOGO: NGS
 AC7872_PROJECTION: FLUSH
 AC7872_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7872+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 AC7872_ROD/PIPE-DEPTH: 6.4 meters
 AC7872_SLEEVE-DEPTH  : 1.8 meters
 AC7872
 AC7872  HISTORY     - Date     Condition        Report By
 AC7872  HISTORY     - 1995     MONUMENTED       SDDT
 AC7872  HISTORY     - 19960924 GOOD             SDDT
 AC7872
 AC7872                          STATION DESCRIPTION
 AC7872
 AC7872'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7872'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF DEADWOOD, ON US
 AC7872'HIGHWAY 385.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7872'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 385 AND 85 ON THE WEST SIDE
 AC7872'OF DEADWOOD, GO SOUTH ON U.S. HIGHWAY 385 FOR 8.0 MI (12.9 KM) TO
 AC7872'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7872'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7872'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 0.15 MI (0.24 KM) SOUTH OF A
 AC7872'PAVED COUNTY ROAD LEADING TO NEMO, 64.0 FT (19.5 M) EAST OF THE CENTER
 AC7872'OF U.S. HIGHWAY 385, AND 1.0 FT (0.3 M) WEST OF WITNESS POST AND
 AC7872'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7872'AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0528 ***********************************************************************
 OT0528  DESIGNATION -  3891 DW
 OT0528  PID         -  OT0528
 OT0528  STATE/COUNTY-  SD/FALL RIVER
 OT0528  COUNTRY     -  US
 OT0528  USGS QUAD   -  FLINT HILL (2017)
 OT0528
 OT0528                         *CURRENT SURVEY CONTROL
 OT0528  ______________________________________________________________________
 OT0528* NAD 83(1986) POSITION- 43 21 10.     (N) 103 42 32.     (W)   SCALED
 OT0528* NAVD 88 ORTHO HEIGHT -  1187.284 (meters)     3895.28  (feet) ADJUSTED
 OT0528  ______________________________________________________________________
 OT0528  GEOID HEIGHT    -        -15.064 (meters)                     GEOID18
 OT0528  DYNAMIC HEIGHT  -       1186.772 (meters)     3893.60  (feet) COMP
 OT0528  MODELED GRAVITY -    980,146.9   (mgal)                       NAVD 88
 OT0528
 OT0528  VERT ORDER      -  FIRST     CLASS II
 OT0528
 OT0528.The horizontal coordinates were scaled from a map and have
 OT0528.an estimated accuracy of +/- 6 seconds.
 OT0528
 OT0528.The orthometric height was determined by differential leveling and
 OT0528.adjusted by the NATIONAL GEODETIC SURVEY
 OT0528.in June 1991.
 OT0528
 OT0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0528.GEOID18 height accuracy estimate available here.
 OT0528
 OT0528.Click photographs - Photos may exist for this station.
 OT0528
 OT0528.The dynamic height is computed by dividing the NAVD 88
 OT0528.geopotential number by the normal gravity value computed on the
 OT0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0528.degrees latitude (g = 980.6199 gals.).
 OT0528
 OT0528.The modeled gravity was interpolated from observed gravity values.
 OT0528
 OT0528;                    North         East    Units  Estimated Accuracy
 OT0528;SPC SD S     -   118,810.      326,430.      MT  (+/- 180 meters Scaled)
 OT0528
 OT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ046008(NAD 83)
 OT0528
 OT0528                          SUPERSEDED SURVEY CONTROL
 OT0528
 OT0528  NGVD 29 (??/??/92) 1186.718  (m)         3893.42   (f) ADJ UNCH    1 2
 OT0528
 OT0528.Superseded values are not recommended for survey control.
 OT0528
 OT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0528.See file dsdata.pdf to determine how the superseded data were derived.
 OT0528
 OT0528_MARKER: P = PIPE CAP
 OT0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0528_STAMPING: 3891 DW
 OT0528_MARK LOGO: USGS
 OT0528_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0528
 OT0528  HISTORY     - Date     Condition        Report By
 OT0528  HISTORY     - 1898     MONUMENTED       USGS
 OT0528  HISTORY     - 1963     GOOD             CGS
 OT0528
 OT0528                          STATION DESCRIPTION
 OT0528
 OT0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0528'5.6 MI S FROM MINNEKAHTA.
 OT0528'ABOUT 5.65 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0528'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION 13,
 OT0528'T 8 S, R 3 E, 10 POLES NORTH OF MILE POST 10 AND ON THE EAST BANK
 OT0528'OF A WIDE GULLY, ABOUT 500 FEET NORTHEAST OF AND ACROSS THE GULLY
 OT0528'FROM THE NORTHEAST CORNER OF TRESTLE NUMBER 10-20, 333 FEET EAST
 OT0528'OF AND ACROSS THE GULLY FROM THE EAST RAIL, 294 FEET EAST OF A
 OT0528'FENCE, 240 FEET WEST OF THE CENTER OF A PRIVATE ROAD, 294.0
 OT0528'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 OT0528'A U.S. GEOLOGICAL SURVEY CAP RIVETED ON THE TOP OF A 3 1/2 INCH
 OT0528'IRON PIPE PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1600 ***********************************************************************
 PU1600  DESIGNATION -  3892
 PU1600  PID         -  PU1600
 PU1600  STATE/COUNTY-  SD/LAWRENCE
 PU1600  COUNTRY     -  US
 PU1600  USGS QUAD   -  SPEARFISH (2017)
 PU1600
 PU1600                         *CURRENT SURVEY CONTROL
 PU1600  ______________________________________________________________________
 PU1600* NAD 83(1986) POSITION- 44 26 47.     (N) 103 51 51.     (W)   SCALED
 PU1600* NAVD 88 ORTHO HEIGHT -  1187.546 (meters)     3896.14  (feet) ADJUSTED
 PU1600  ______________________________________________________________________
 PU1600  GEOID HEIGHT    -        -14.181 (meters)                     GEOID18
 PU1600  DYNAMIC HEIGHT  -       1187.081 (meters)     3894.61  (feet) COMP
 PU1600  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 PU1600
 PU1600  VERT ORDER      -  SECOND    CLASS 0
 PU1600
 PU1600.The horizontal coordinates were scaled from a map and have
 PU1600.an estimated accuracy of +/- 6 seconds.
 PU1600
 PU1600.The orthometric height was determined by differential leveling and
 PU1600.adjusted by the NATIONAL GEODETIC SURVEY
 PU1600.in June 1991.
 PU1600
 PU1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1600.GEOID18 height accuracy estimate available here.
 PU1600
 PU1600.Click photographs - Photos may exist for this station.
 PU1600
 PU1600.The dynamic height is computed by dividing the NAVD 88
 PU1600.geopotential number by the normal gravity value computed on the
 PU1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1600.degrees latitude (g = 980.6199 gals.).
 PU1600
 PU1600.The modeled gravity was interpolated from observed gravity values.
 PU1600
 PU1600;                    North         East    Units  Estimated Accuracy
 PU1600;SPC SD N     -    75,460.      292,520.      MT  (+/- 180 meters Scaled)
 PU1600
 PU1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903220(NAD 83)
 PU1600
 PU1600                          SUPERSEDED SURVEY CONTROL
 PU1600
 PU1600.No superseded survey control is available for this station.
 PU1600
 PU1600_MARKER: P = PIPE CAP
 PU1600_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1600_STAMPING: DW 3892
 PU1600_MARK LOGO: USGS
 PU1600_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1600
 PU1600  HISTORY     - Date     Condition        Report By
 PU1600  HISTORY     - 1900     MONUMENTED       USGS
 PU1600  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1600
 PU1600                          STATION DESCRIPTION
 PU1600
 PU1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1600'3.6 MI S FROM SPEARFISH.
 PU1600'3.6 MILES SOUTH ALONG A COUNTY ROAD FROM THE ABANDONED RAILROAD
 PU1600'STATION AT SPEARFISH, LAWRENCE COUNTY, IN SPEARFISH CANYON, 40
 PU1600'FEET WEST OF THE RIVER, 50 FEET EAST OF THE TRACK, AND 31 FEET
 PU1600'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PU1600'CAP, STAMPED DW 3892 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 PU1600'PIPE.  NOTE-- DAMAGED BY FLOOD IN 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0952 ***********************************************************************
 OT0952  DESIGNATION -  39 T
 OT0952  PID         -  OT0952
 OT0952  STATE/COUNTY-  SD/SHANNON
 OT0952  COUNTRY     -  US
 OT0952  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0952
 OT0952                         *CURRENT SURVEY CONTROL
 OT0952  ______________________________________________________________________
 OT0952* NAD 83(1986) POSITION- 43 11 27.     (N) 102 55 47.     (W)   SCALED
 OT0952* NAVD 88 ORTHO HEIGHT -   926.522 (meters)     3039.76  (feet) ADJUSTED
 OT0952  ______________________________________________________________________
 OT0952  GEOID HEIGHT    -        -17.601 (meters)                     GEOID18
 OT0952  DYNAMIC HEIGHT  -        926.141 (meters)     3038.51  (feet) COMP
 OT0952  MODELED GRAVITY -    980,176.7   (mgal)                       NAVD 88
 OT0952
 OT0952  VERT ORDER      -  FIRST     CLASS II
 OT0952
 OT0952.The horizontal coordinates were scaled from a map and have
 OT0952.an estimated accuracy of +/- 6 seconds.
 OT0952
 OT0952.The orthometric height was determined by differential leveling and
 OT0952.adjusted by the NATIONAL GEODETIC SURVEY
 OT0952.in June 1994.
 OT0952
 OT0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0952.GEOID18 height accuracy estimate available here.
 OT0952
 OT0952.Click photographs - Photos may exist for this station.
 OT0952
 OT0952.The dynamic height is computed by dividing the NAVD 88
 OT0952.geopotential number by the normal gravity value computed on the
 OT0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0952.degrees latitude (g = 980.6199 gals.).
 OT0952
 OT0952.The modeled gravity was interpolated from observed gravity values.
 OT0952
 OT0952;                    North         East    Units  Estimated Accuracy
 OT0952;SPC SD S     -    98,560.      388,990.      MT  (+/- 180 meters Scaled)
 OT0952
 OT0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH682840(NAD 83)
 OT0952
 OT0952                          SUPERSEDED SURVEY CONTROL
 OT0952
 OT0952.No superseded survey control is available for this station.
 OT0952
 OT0952_MARKER: DD = SURVEY DISK
 OT0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0952_STAMPING: 39 T 1967 3038
 OT0952_MARK LOGO: USGS
 OT0952_PROJECTION: PROJECTING 30 CENTIMETERS
 OT0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0952+STABILITY: SURFACE MOTION
 OT0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0952+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0952
 OT0952  HISTORY     - Date     Condition        Report By
 OT0952  HISTORY     - 1967     MONUMENTED       USGS
 OT0952  HISTORY     - 19930919 GOOD             NGS
 OT0952
 OT0952                          STATION DESCRIPTION
 OT0952
 OT0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0952'29.2 KM (18.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0952'OF U.S. HIGHWAY 385 IN OELRICHS, 731.0 M (2398.3 FT) EAST OF
 OT0952'MILEPOST 78, 28.7 M (94.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 OT0952'3.6 M (11.8 FT) NORTHEAST OF UTILITY POLE NUMBER 6-30 WITH A GUY
 OT0952'CABLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT)
 OT0952'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.3
 OT0952'M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0236 ***********************************************************************
 PR0236  DESIGNATION -  4
 PR0236  PID         -  PR0236
 PR0236  STATE/COUNTY-  SD/BROOKINGS
 PR0236  COUNTRY     -  US
 PR0236  USGS QUAD   -  BRUCE (2017)
 PR0236
 PR0236                         *CURRENT SURVEY CONTROL
 PR0236  ______________________________________________________________________
 PR0236* NAD 83(1986) POSITION- 44 26 03.     (N) 096 55 37.     (W)   SCALED
 PR0236* NAVD 88 ORTHO HEIGHT -   501.408 (meters)     1645.04  (feet) ADJUSTED
 PR0236  ______________________________________________________________________
 PR0236  GEOID HEIGHT    -        -25.027 (meters)                     GEOID18
 PR0236  DYNAMIC HEIGHT  -        501.326 (meters)     1644.77  (feet) COMP
 PR0236  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 PR0236
 PR0236  VERT ORDER      -  SECOND    CLASS 0
 PR0236
 PR0236.The horizontal coordinates were scaled from a map and have
 PR0236.an estimated accuracy of +/- 6 seconds.
 PR0236
 PR0236.The orthometric height was determined by differential leveling and
 PR0236.adjusted by the NATIONAL GEODETIC SURVEY
 PR0236.in June 1991.
 PR0236
 PR0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0236.GEOID18 height accuracy estimate available here.
 PR0236
 PR0236.Click photographs - Photos may exist for this station.
 PR0236
 PR0236.The dynamic height is computed by dividing the NAVD 88
 PR0236.geopotential number by the normal gravity value computed on the
 PR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0236.degrees latitude (g = 980.6199 gals.).
 PR0236
 PR0236.The modeled gravity was interpolated from observed gravity values.
 PR0236
 PR0236;                    North         East    Units  Estimated Accuracy
 PR0236;SPC SD N     -    71,410.      844,610.      MT  (+/- 180 meters Scaled)
 PR0236
 PR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ649221(NAD 83)
 PR0236
 PR0236                          SUPERSEDED SURVEY CONTROL
 PR0236
 PR0236  NGVD 29 (??/??/92)  501.143  (m)         1644.17   (f) ADJ UNCH    2 0
 PR0236
 PR0236.Superseded values are not recommended for survey control.
 PR0236
 PR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0236.See file dsdata.pdf to determine how the superseded data were derived.
 PR0236
 PR0236_MARKER: DB = BENCH MARK DISK
 PR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0236+STABILITY: SURFACE MOTION
 PR0236
 PR0236  HISTORY     - Date     Condition        Report By
 PR0236  HISTORY     - UNK      MONUMENTED       SDHD
 PR0236  HISTORY     - 1949     GOOD             CGS
 PR0236
 PR0236                          STATION DESCRIPTION
 PR0236
 PR0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0236'2.3 MI SW FROM BRUCE.
 PR0236'1.7 MILES WEST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0236'BRUCE, THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, 0.4 MILE
 PR0236'NORTH OF A ROAD INTERSECTION, 408.0 FEET SOUTH OF A POINT
 PR0236'WHERE THE ROAD PASSES OVER THE CREST OF A HILL, 126.0 FEET
 PR0236'SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVE LEADING
 PR0236'EAST TO A FARMHOUSE, 45.0 FEET WEST OF THE CENTER LINE OF THE
 PR0236'ROAD, 2.0 FEET WEST OF A REFERENCE POST, 1.6 FEET WEST OF A
 PR0236'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 PR0236'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1139 ***********************************************************************
 OR1139  DESIGNATION -  4
 OR1139  PID         -  OR1139
 OR1139  STATE/COUNTY-  SD/CHARLES MIX
 OR1139  COUNTRY     -  US
 OR1139  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1139
 OR1139                         *CURRENT SURVEY CONTROL
 OR1139  ______________________________________________________________________
 OR1139* NAD 83(1986) POSITION- 43 04 10.     (N) 098 32 40.     (W)   SCALED
 OR1139* NAVD 88 ORTHO HEIGHT -   427.824 (meters)     1403.62  (feet) ADJUSTED
 OR1139  ______________________________________________________________________
 OR1139  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 OR1139  DYNAMIC HEIGHT  -        427.682 (meters)     1403.15  (feet) COMP
 OR1139  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OR1139
 OR1139  VERT ORDER      -  FIRST     CLASS II
 OR1139
 OR1139.The horizontal coordinates were scaled from a map and have
 OR1139.an estimated accuracy of +/- 6 seconds.
 OR1139
 OR1139.The orthometric height was determined by differential leveling and
 OR1139.adjusted by the NATIONAL GEODETIC SURVEY
 OR1139.in June 1994.
 OR1139
 OR1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1139.GEOID18 height accuracy estimate available here.
 OR1139
 OR1139.Click photographs - Photos may exist for this station.
 OR1139
 OR1139.The dynamic height is computed by dividing the NAVD 88
 OR1139.geopotential number by the normal gravity value computed on the
 OR1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1139.degrees latitude (g = 980.6199 gals.).
 OR1139
 OR1139.The modeled gravity was interpolated from observed gravity values.
 OR1139
 OR1139;                    North         East    Units  Estimated Accuracy
 OR1139;SPC SD S     -    83,350.      745,690.      MT  (+/- 180 meters Scaled)
 OR1139
 OR1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN370686(NAD 83)
 OR1139
 OR1139                          SUPERSEDED SURVEY CONTROL
 OR1139
 OR1139.No superseded survey control is available for this station.
 OR1139
 OR1139_MARKER: B = BOLT
 OR1139_SETTING: 66 = SET IN ROCK OUTCROP
 OR1139_PROJECTION: PROJECTING 10 CENTIMETERS
 OR1139_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1139+STABILITY: POSITION/ELEVATION WELL
 OR1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1139+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1139_ROD/PIPE-DEPTH: 24.4 meters
 OR1139
 OR1139  HISTORY     - Date     Condition        Report By
 OR1139  HISTORY     - UNK      MONUMENTED       USACE
 OR1139  HISTORY     - 19930929 GOOD             NGS
 OR1139  HISTORY     - 20121212 GOOD             INDIV
 OR1139
 OR1139                          STATION DESCRIPTION
 OR1139
 OR1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1139'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1139'STATE HIGHWAY 46 IN PICKSTOWN, 28.5 M (93.5 FT) NORTH OF THE HIGHWAY
 OR1139'CENTERLINE, 9.0 M (29.5 FT) EAST OF THE CENTER OF THE FORT RANDALL
 OR1139'DAM INFORMATION CENTER ENTRANCE ROAD, 8.6 M (28.2 FT) NORTHWEST OF A
 OR1139'UTILITY POLE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3
 OR1139'M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A WELDED
 OR1139'BEAD ON TOP OF AN UNSTAMPED METAL PIPE CAP THAT IS ATTACHED TO A
 OR1139'2-1/2 INCH METAL PIPE ENCASED IN A 5-INCH PVC PIPE.  THE PIPE IS
 OR1139'CEMENTED IN BEDROCK.  ACCESS TO THE DATUM POINT IS THROUGH A 9 BY
 OR1139'9-INCH LOCKED METAL COVER.
 OR1139
 OR1139                          STATION RECOVERY (2012)
 OR1139
 OR1139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0828 ***********************************************************************
 OT0828  DESIGNATION -  4 DHW
 OT0828  PID         -  OT0828
 OT0828  STATE/COUNTY-  SD/FALL RIVER
 OT0828  COUNTRY     -  US
 OT0828  USGS QUAD   -  CROWE DAM (2017)
 OT0828
 OT0828                         *CURRENT SURVEY CONTROL
 OT0828  ______________________________________________________________________
 OT0828* NAD 83(1986) POSITION- 43 01 59.     (N) 103 47 59.     (W)   SCALED
 OT0828* NAVD 88 ORTHO HEIGHT -  1164.146 (meters)     3819.37  (feet) ADJUSTED
 OT0828  ______________________________________________________________________
 OT0828  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 OT0828  DYNAMIC HEIGHT  -       1163.607 (meters)     3817.60  (feet) COMP
 OT0828  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 OT0828
 OT0828  VERT ORDER      -  THIRD
 OT0828
 OT0828.The horizontal coordinates were scaled from a map and have
 OT0828.an estimated accuracy of +/- 6 seconds.
 OT0828
 OT0828.The orthometric height was determined by differential leveling and
 OT0828.adjusted by the NATIONAL GEODETIC SURVEY
 OT0828.in June 1991.
 OT0828
 OT0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0828.GEOID18 height accuracy estimate available here.
 OT0828
 OT0828.Click photographs - Photos may exist for this station.
 OT0828
 OT0828.The dynamic height is computed by dividing the NAVD 88
 OT0828.geopotential number by the normal gravity value computed on the
 OT0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0828.degrees latitude (g = 980.6199 gals.).
 OT0828
 OT0828.The modeled gravity was interpolated from observed gravity values.
 OT0828
 OT0828;                    North         East    Units  Estimated Accuracy
 OT0828;SPC SD S     -    83,630.      317,590.      MT  (+/- 180 meters Scaled)
 OT0828
 OT0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH977651(NAD 83)
 OT0828
 OT0828                          SUPERSEDED SURVEY CONTROL
 OT0828
 OT0828.No superseded survey control is available for this station.
 OT0828
 OT0828_MARKER: DB = BENCH MARK DISK
 OT0828_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0828+WITH SETTING: INFORMATION.
 OT0828_STAMPING: 4 DHW 1974
 OT0828_MARK LOGO: USGS
 OT0828_PROJECTION: FLUSH
 OT0828_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0828+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0828
 OT0828  HISTORY     - Date     Condition        Report By
 OT0828  HISTORY     - 1974     MONUMENTED       USGS
 OT0828
 OT0828                          STATION DESCRIPTION
 OT0828
 OT0828'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0828'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 7.7 MILES WEST
 OT0828'ALONG GRADED ROAD TO A JUNCTION WITH A NORTH ROAD TO EDGEMONT, SOUTH
 OT0828'DAKOTA, NEAR 16TH CORNER OF SECTIONS 6-5/TOWNSHIP 12 NORTH/RANGE 3
 OT0828'EAST, 223 FEET WEST ALONG EAST-WEST ROAD FROM EAST Y-JUNCTION, 31
 OT0828'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 73 FEET WEST OF CENTER WIRE
 OT0828'GATE, SET IN COPPER-CLAD STEEL ROD DRIVEN 5 FEET AND FLUSH WITH THE
 OT0828'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0188 ***********************************************************************
 OR0188  DESIGNATION -  4 FG
 OR0188  PID         -  OR0188
 OR0188  STATE/COUNTY-  SD/GREGORY
 OR0188  COUNTRY     -  US
 OR0188  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0188
 OR0188                         *CURRENT SURVEY CONTROL
 OR0188  ______________________________________________________________________
 OR0188* NAD 83(1986) POSITION- 43 10 35.27   (N) 098 53 19.37   (W)   HD_HELD1
 OR0188* NAVD 88 ORTHO HEIGHT -   404.011 (meters)     1325.49  (feet) ADJUSTED
 OR0188  ______________________________________________________________________
 OR0188  GEOID HEIGHT    -        -26.260 (meters)                     GEOID18
 OR0188  DYNAMIC HEIGHT  -        403.872 (meters)     1325.04  (feet) COMP
 OR0188  MODELED GRAVITY -    980,266.1   (mgal)                       NAVD 88
 OR0188
 OR0188  VERT ORDER      -  FIRST     CLASS II
 OR0188
 OR0188.The horizontal coordinates were determined by differentially corrected
 OR0188.hand held GPS observations or other comparable positioning techniques
 OR0188.and have an estimated accuracy of +/- 3 meters.
 OR0188
 OR0188.The orthometric height was determined by differential leveling and
 OR0188.adjusted by the NATIONAL GEODETIC SURVEY
 OR0188.in June 1991.
 OR0188
 OR0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0188.GEOID18 height accuracy estimate available here.
 OR0188
 OR0188.Click photographs - Photos may exist for this station.
 OR0188
 OR0188.The dynamic height is computed by dividing the NAVD 88
 OR0188.geopotential number by the normal gravity value computed on the
 OR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0188.degrees latitude (g = 980.6199 gals.).
 OR0188
 OR0188.The modeled gravity was interpolated from observed gravity values.
 OR0188
 OR0188;                    North         East    Units  Estimated Accuracy
 OR0188;SPC SD S     -    94,685.7     717,444.6     MT  (+/- 3 meters HH1 GPS) 
 OR0188
 OR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0904480417(NAD 83)
 OR0188
 OR0188                          SUPERSEDED SURVEY CONTROL
 OR0188
 OR0188  NGVD 29 (??/??/92)  403.683  (m)         1324.42   (f) ADJ UNCH    1 2
 OR0188
 OR0188.Superseded values are not recommended for survey control.
 OR0188
 OR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0188.See file dsdata.pdf to determine how the superseded data were derived.
 OR0188
 OR0188_MARKER: DD = SURVEY DISK
 OR0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0188_STAMPING: 4 FG 1946 1324
 OR0188_MARK LOGO: USGS
 OR0188_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0188+STABILITY: SURFACE MOTION
 OR0188
 OR0188  HISTORY     - Date     Condition        Report By
 OR0188  HISTORY     - 1946     MONUMENTED       USGS
 OR0188  HISTORY     - 1949     GOOD             USGS
 OR0188  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0188
 OR0188                          STATION DESCRIPTION
 OR0188
 OR0188'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OR0188'10.8 MI NE FROM BONESTEEL.
 OR0188'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0188'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18,
 OR0188'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES
 OR0188'EASTERLY ALONG A GRAVEL ROAD, THENCE 6.0 MILES NORTHEAST ALONG
 OR0188'A GRAVEL ROAD, 0.2 MILE WEST OF A FARMHOUSE, AT A T-JUNCTION,
 OR0188'35.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 OR0188'35.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 OR0188'3.0 FEET NORTHWEST OF A CORNER FENCE POST, 2.8 FEET NORTH
 OR0188'OF AN EAST-WEST FENCE, 2.5 FEET WEST OF A NORTH-SOUTH FENCE,
 OR0188'5.0 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 OR0188'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0188
 OR0188                          STATION RECOVERY (2013)
 OR0188
 OR0188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9612 ***********************************************************************
 AE9612  DESIGNATION -  4 LA
 AE9612  PID         -  AE9612
 AE9612  STATE/COUNTY-  SD/EDMUNDS
 AE9612  COUNTRY     -  US
 AE9612  USGS QUAD   -  BEEBE (2017)
 AE9612
 AE9612                         *CURRENT SURVEY CONTROL
 AE9612  ______________________________________________________________________
 AE9612* NAD 83(1986) POSITION- 45 26 55.     (N) 099 14 11.     (W)   SCALED
 AE9612* NAVD 88 ORTHO HEIGHT -   539.500 (meters)     1770.01  (feet) ADJUSTED
 AE9612  ______________________________________________________________________
 AE9612  GEOID HEIGHT    -        -23.259 (meters)                     GEOID18
 AE9612  DYNAMIC HEIGHT  -        539.448 (meters)     1769.84  (feet) COMP
 AE9612  MODELED GRAVITY -    980,501.9   (mgal)                       NAVD 88
 AE9612
 AE9612  VERT ORDER      -  FIRST     CLASS II
 AE9612
 AE9612.The horizontal coordinates were scaled from a map and have
 AE9612.an estimated accuracy of +/- 6 seconds.
 AE9612
 AE9612.The orthometric height was determined by differential leveling and
 AE9612.adjusted by the NATIONAL GEODETIC SURVEY
 AE9612.in July 1998.
 AE9612
 AE9612.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9612.GEOID18 height accuracy estimate available here.
 AE9612
 AE9612.Click photographs - Photos may exist for this station.
 AE9612
 AE9612.The dynamic height is computed by dividing the NAVD 88
 AE9612.geopotential number by the normal gravity value computed on the
 AE9612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9612.degrees latitude (g = 980.6199 gals.).
 AE9612
 AE9612.The modeled gravity was interpolated from observed gravity values.
 AE9612
 AE9612;                    North         East    Units  Estimated Accuracy
 AE9612;SPC SD N     -   179,780.      659,730.      MT  (+/- 180 meters Scaled)
 AE9612
 AE9612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR815328(NAD 83)
 AE9612
 AE9612                          SUPERSEDED SURVEY CONTROL
 AE9612
 AE9612.No superseded survey control is available for this station.
 AE9612
 AE9612_MARKER: DD = SURVEY DISK
 AE9612_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AE9612_STAMPING: 4 LA 1974
 AE9612_MARK LOGO: USGS
 AE9612_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9612+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9612
 AE9612  HISTORY     - Date     Condition        Report By
 AE9612  HISTORY     - 1974     MONUMENTED       USGS
 AE9612  HISTORY     - 19970314 GOOD             NGS
 AE9612  HISTORY     - 20190122 GOOD             INDIV
 AE9612
 AE9612                          STATION DESCRIPTION
 AE9612
 AE9612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9612'8.0 KM (4.95 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9612'STATE HIGHWAY 247 IN ROSCOE, 60.5 M (198.5 FT) SOUTHEAST OF MILEPOST
 AE9612'253, 36.1 M (118.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.4 M (53.8
 AE9612'FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 14.5 M
 AE9612'(47.6 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 11.1 M (36.4 FT) EAST
 AE9612'OF A UTILITY POLE WITH 2 GUY CABLES, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 AE9612'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 AE9612'FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 AE9612'TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 AE9612
 AE9612                          STATION RECOVERY (2019)
 AE9612
 AE9612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BKK)
 AE9612'DESCRIPTION IS ADEQUATE, BETWEEN TWO SIGNS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0828 ***********************************************************************
 PU0828  DESIGNATION -  4 PCL RESET
 PU0828  PID         -  PU0828
 PU0828  STATE/COUNTY-  SD/MEADE
 PU0828  COUNTRY     -  US
 PU0828  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0828
 PU0828                         *CURRENT SURVEY CONTROL
 PU0828  ______________________________________________________________________
 PU0828* NAD 83(1986) POSITION- 44 44 55.     (N) 102 56 59.     (W)   SCALED
 PU0828* NAVD 88 ORTHO HEIGHT -   868.255 (meters)     2848.60  (feet) ADJUSTED
 PU0828  ______________________________________________________________________
 PU0828  GEOID HEIGHT    -        -17.392 (meters)                     GEOID18
 PU0828  DYNAMIC HEIGHT  -        868.047 (meters)     2847.92  (feet) COMP
 PU0828  MODELED GRAVITY -    980,348.2   (mgal)                       NAVD 88
 PU0828
 PU0828  VERT ORDER      -  SECOND    CLASS 0
 PU0828
 PU0828.The horizontal coordinates were scaled from a map and have
 PU0828.an estimated accuracy of +/- 6 seconds.
 PU0828
 PU0828.The orthometric height was determined by differential leveling and
 PU0828.adjusted by the NATIONAL GEODETIC SURVEY
 PU0828.in June 1991.
 PU0828
 PU0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0828.GEOID18 height accuracy estimate available here.
 PU0828
 PU0828.Click photographs - Photos may exist for this station.
 PU0828
 PU0828.The dynamic height is computed by dividing the NAVD 88
 PU0828.geopotential number by the normal gravity value computed on the
 PU0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0828.degrees latitude (g = 980.6199 gals.).
 PU0828
 PU0828.The modeled gravity was interpolated from observed gravity values.
 PU0828
 PU0828;                    North         East    Units  Estimated Accuracy
 PU0828;SPC SD N     -   105,960.      366,470.      MT  (+/- 180 meters Scaled)
 PU0828
 PU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK622570(NAD 83)
 PU0828
 PU0828                          SUPERSEDED SURVEY CONTROL
 PU0828
 PU0828  NGVD 29 (??/??/92)  867.781  (m)         2847.04   (f) ADJ UNCH    2 0
 PU0828
 PU0828.Superseded values are not recommended for survey control.
 PU0828
 PU0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0828.See file dsdata.pdf to determine how the superseded data were derived.
 PU0828
 PU0828_MARKER: DD = SURVEY DISK
 PU0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0828_STAMPING: RESET 4 PCL ET 2847 1958
 PU0828_MARK LOGO: USGS
 PU0828_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0828+STABILITY: SURFACE MOTION
 PU0828
 PU0828  HISTORY     - Date     Condition        Report By
 PU0828  HISTORY     - 1958     MONUMENTED       USGS
 PU0828  HISTORY     - 1962     GOOD             CGS
 PU0828
 PU0828                          STATION DESCRIPTION
 PU0828
 PU0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0828'7.8 MI W FROM FAIRPOINT.
 PU0828'7.8 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0828'263.7 FEET WEST-NORTHWEST OF TRIANGULATION STATION JUSTIN,
 PU0828'68 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13.4 FEET NORTH
 PU0828'OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 PU0828'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4063 ***********************************************************************
 AI4063  DESIGNATION -  4 RCP
 AI4063  PID         -  AI4063
 AI4063  STATE/COUNTY-  SD/ZIEBACH
 AI4063  COUNTRY     -  US
 AI4063  USGS QUAD   -  GLAD VALLEY (2017)
 AI4063
 AI4063                         *CURRENT SURVEY CONTROL
 AI4063  ______________________________________________________________________
 AI4063* NAD 83(1986) POSITION- 45 23 59.     (N) 101 49 12.     (W)   SCALED
 AI4063* NAVD 88 ORTHO HEIGHT -   772.114 (meters)     2533.18  (feet) ADJUSTED
 AI4063  ______________________________________________________________________
 AI4063  GEOID HEIGHT    -        -19.675 (meters)                     GEOID18
 AI4063  DYNAMIC HEIGHT  -        771.994 (meters)     2532.78  (feet) COMP
 AI4063  MODELED GRAVITY -    980,433.9   (mgal)                       NAVD 88
 AI4063
 AI4063  VERT ORDER      -  FIRST     CLASS II
 AI4063
 AI4063.The horizontal coordinates were scaled from a map and have
 AI4063.an estimated accuracy of +/- 6 seconds.
 AI4063
 AI4063.The orthometric height was determined by differential leveling and
 AI4063.adjusted by the NATIONAL GEODETIC SURVEY
 AI4063.in April 2000.
 AI4063
 AI4063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4063.GEOID18 height accuracy estimate available here.
 AI4063
 AI4063.Click photographs - Photos may exist for this station.
 AI4063
 AI4063.The dynamic height is computed by dividing the NAVD 88
 AI4063.geopotential number by the normal gravity value computed on the
 AI4063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4063.degrees latitude (g = 980.6199 gals.).
 AI4063
 AI4063.The modeled gravity was interpolated from observed gravity values.
 AI4063
 AI4063;                    North         East    Units  Estimated Accuracy
 AI4063;SPC SD N     -   175,670.      457,520.      MT  (+/- 180 meters Scaled)
 AI4063
 AI4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR792312(NAD 83)
 AI4063
 AI4063                          SUPERSEDED SURVEY CONTROL
 AI4063
 AI4063.No superseded survey control is available for this station.
 AI4063
 AI4063_MARKER: DD = SURVEY DISK
 AI4063_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI4063+WITH SETTING: INFORMATION.
 AI4063_STAMPING: 4 RCP 1979
 AI4063_MARK LOGO: USGS
 AI4063_PROJECTION: FLUSH
 AI4063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4063+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI4063
 AI4063  HISTORY     - Date     Condition        Report By
 AI4063  HISTORY     - 1979     MONUMENTED       USGS
 AI4063  HISTORY     - 19990622 GOOD             NGS
 AI4063
 AI4063                          STATION DESCRIPTION
 AI4063
 AI4063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4063'31.5 KM (19.55 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI4063'OFFICE IN ISABEL, 99.7 M (327.1 FT) EAST OF MILEPOST 121, 30.3 M (99.4
 AI4063'FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.9 M (65.3 FT) WEST OF THE
 AI4063'CENTER OF THUNDER BUTTE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AI4063'HIGHWAY, 0.2 M (0.7 FT) NORTHWEST OF A FENCE CORNER, 0.2 M (0.7 FT)
 AI4063'NORTHEAST OF A FENCE POST WITH A WITNESS SIGN ATTACHED, AND THE DISK
 AI4063'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI4063'RIGHT-OF-WAY.  DEPTH OF ROD IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0237 ***********************************************************************
 PR0237  DESIGNATION -  4 RESET
 PR0237  PID         -  PR0237
 PR0237  STATE/COUNTY-  SD/BROOKINGS
 PR0237  COUNTRY     -  US
 PR0237  USGS QUAD   -  BRUCE (2017)
 PR0237
 PR0237                         *CURRENT SURVEY CONTROL
 PR0237  ______________________________________________________________________
 PR0237* NAD 83(1986) POSITION- 44 26 06.     (N) 096 55 37.     (W)   SCALED
 PR0237* NAVD 88 ORTHO HEIGHT -   499.57  (meters)     1639.0   (feet) RESET
 PR0237  ______________________________________________________________________
 PR0237  GEOID HEIGHT    -        -25.026 (meters)                     GEOID18
 PR0237  VERT ORDER      -  THIRD
 PR0237
 PR0237.The horizontal coordinates were scaled from a map and have
 PR0237.an estimated accuracy of +/- 6 seconds.
 PR0237
 PR0237.The orthometric height was computed from unverified reset data.
 PR0237
 PR0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0237.GEOID18 height accuracy estimate available here.
 PR0237
 PR0237.Click photographs - Photos may exist for this station.
 PR0237
 PR0237;                    North         East    Units  Estimated Accuracy
 PR0237;SPC SD N     -    71,500.      844,610.      MT  (+/- 180 meters Scaled)
 PR0237
 PR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ649222(NAD 83)
 PR0237
 PR0237                          SUPERSEDED SURVEY CONTROL
 PR0237
 PR0237.No superseded survey control is available for this station.
 PR0237
 PR0237_MARKER: DB = BENCH MARK DISK
 PR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0237_STAMPING: 4 S DAK GEOD S RESET 1966
 PR0237_MARK LOGO: CGS
 PR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0237+STABILITY: SURFACE MOTION
 PR0237
 PR0237  HISTORY     - Date     Condition        Report By
 PR0237  HISTORY     - 1966     MONUMENTED       LOCENG
 PR0237
 PR0237                          STATION DESCRIPTION
 PR0237
 PR0237'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 PR0237'2.2 MI WSW FROM BRUCE.
 PR0237'1.7 MILES WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 PR0237'BRUCE, THENCE 0.5 MILE SOUTH ALONG A BITUMINOUS SURFACED ROAD,
 PR0237'51.5 FEET SOUTH OF A 1/4 LINE FENCE, 43 FEET SOUTH OF THE
 PR0237'CENTER LINE OF A FIELD DRIVEWAY, 49 FEET WEST OF THE CENTER
 PR0237'LINE OF A NORTH-SOUTH ROAD, 1 FOOT EAST OF A FENCE AND
 PR0237'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 OF A FOOT
 PR0237'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5556 ***********************************************************************
 AC5556  DESIGNATION -  40 032.95
 AC5556  PID         -  AC5556
 AC5556  STATE/COUNTY-  SD/PENNINGTON
 AC5556  COUNTRY     -  US
 AC5556  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5556
 AC5556                         *CURRENT SURVEY CONTROL
 AC5556  ______________________________________________________________________
 AC5556* NAD 83(1986) POSITION- 43 54 06.     (N) 103 24 53.     (W)   SCALED
 AC5556* NAVD 88 ORTHO HEIGHT -  1314.210 (meters)     4311.70  (feet) ADJUSTED
 AC5556  ______________________________________________________________________
 AC5556  GEOID HEIGHT    -        -14.632 (meters)                     GEOID18
 AC5556  DYNAMIC HEIGHT  -       1313.636 (meters)     4309.82  (feet) COMP
 AC5556  MODELED GRAVITY -    980,135.6   (mgal)                       NAVD 88
 AC5556
 AC5556  VERT ORDER      -  FIRST     CLASS II
 AC5556
 AC5556.The horizontal coordinates were scaled from a map and have
 AC5556.an estimated accuracy of +/- 6 seconds.
 AC5556
 AC5556.The orthometric height was determined by differential leveling and
 AC5556.adjusted by the NATIONAL GEODETIC SURVEY
 AC5556.in October 1997.
 AC5556
 AC5556.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5556.GEOID18 height accuracy estimate available here.
 AC5556
 AC5556.Click photographs - Photos may exist for this station.
 AC5556
 AC5556.The dynamic height is computed by dividing the NAVD 88
 AC5556.geopotential number by the normal gravity value computed on the
 AC5556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5556.degrees latitude (g = 980.6199 gals.).
 AC5556
 AC5556.The modeled gravity was interpolated from observed gravity values.
 AC5556
 AC5556;                    North         East    Units  Estimated Accuracy
 AC5556;SPC SD S     -   178,820.      352,520.      MT  (+/- 180 meters Scaled)
 AC5556
 AC5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ273621(NAD 83)
 AC5556
 AC5556                          SUPERSEDED SURVEY CONTROL
 AC5556
 AC5556.No superseded survey control is available for this station.
 AC5556
 AC5556_MARKER: Z = SEE DESCRIPTION
 AC5556_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5556_STAMPING: 40-32.95 1995
 AC5556_MARK LOGO: NGS
 AC5556_PROJECTION: FLUSH
 AC5556_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5556+STABILITY: POSITION/ELEVATION WELL
 AC5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5556+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5556_ROD/PIPE-DEPTH: 6.4 meters
 AC5556_SLEEVE-DEPTH  : 4.0 meters
 AC5556
 AC5556  HISTORY     - Date     Condition        Report By
 AC5556  HISTORY     - 1995     MONUMENTED       SDDT
 AC5556  HISTORY     - 19950501 GOOD             NGS
 AC5556
 AC5556                          STATION DESCRIPTION
 AC5556
 AC5556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5556'1.6 KM (1.00 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5556'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, 28.6 M (93.8 FT) NORTHEAST OF
 AC5556'THE NORTHWEST CORNER OF A BRIDGE, 23.6 M (77.4 FT) NORTHWEST OF
 AC5556'MILEPOST 33, 9.0 M (29.5 FT) WEST OF THE CENTER OF A DRIVEWAY, 7.6 M
 AC5556'(24.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) SOUTH OF A
 AC5556'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC5556'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AC5556'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.
 AC5556'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC5556'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5555 ***********************************************************************
 AC5555  DESIGNATION -  40 034.08
 AC5555  PID         -  AC5555
 AC5555  STATE/COUNTY-  SD/PENNINGTON
 AC5555  COUNTRY     -  US
 AC5555  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5555
 AC5555                         *CURRENT SURVEY CONTROL
 AC5555  ______________________________________________________________________
 AC5555* NAD 83(1986) POSITION- 43 53 44.     (N) 103 23 50.     (W)   SCALED
 AC5555* NAVD 88 ORTHO HEIGHT -  1291.136 (meters)     4236.00  (feet) ADJUSTED
 AC5555  ______________________________________________________________________
 AC5555  GEOID HEIGHT    -        -14.750 (meters)                     GEOID18
 AC5555  DYNAMIC HEIGHT  -       1290.578 (meters)     4234.17  (feet) COMP
 AC5555  MODELED GRAVITY -    980,141.8   (mgal)                       NAVD 88
 AC5555
 AC5555  VERT ORDER      -  FIRST     CLASS II
 AC5555
 AC5555.The horizontal coordinates were scaled from a map and have
 AC5555.an estimated accuracy of +/- 6 seconds.
 AC5555
 AC5555.The orthometric height was determined by differential leveling and
 AC5555.adjusted by the NATIONAL GEODETIC SURVEY
 AC5555.in October 1997.
 AC5555
 AC5555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5555.GEOID18 height accuracy estimate available here.
 AC5555
 AC5555.Click photographs - Photos may exist for this station.
 AC5555
 AC5555.The dynamic height is computed by dividing the NAVD 88
 AC5555.geopotential number by the normal gravity value computed on the
 AC5555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5555.degrees latitude (g = 980.6199 gals.).
 AC5555
 AC5555.The modeled gravity was interpolated from observed gravity values.
 AC5555
 AC5555;                    North         East    Units  Estimated Accuracy
 AC5555;SPC SD S     -   178,090.      353,900.      MT  (+/- 180 meters Scaled)
 AC5555
 AC5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ287615(NAD 83)
 AC5555
 AC5555                          SUPERSEDED SURVEY CONTROL
 AC5555
 AC5555.No superseded survey control is available for this station.
 AC5555
 AC5555_MARKER: DD = SURVEY DISK
 AC5555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5555_STAMPING: 40-34.08
 AC5555_MARK LOGO: SDDT
 AC5555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5555+STABILITY: SURFACE MOTION
 AC5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5555+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5555
 AC5555  HISTORY     - Date     Condition        Report By
 AC5555  HISTORY     - UNK      MONUMENTED       SDDT
 AC5555  HISTORY     - 19950501 GOOD             NGS
 AC5555
 AC5555                          STATION DESCRIPTION
 AC5555
 AC5555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5555'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5555'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, 116.8 M (383.2 FT) EAST OF
 AC5555'MILEPOST 34, 65.6 M (215.2 FT) NORTHWEST OF THE WEST CORNER OF A
 AC5555'BRIDGE, 20.6 M (67.6 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY
 AC5555'CENTERLINE, 6.5 M (21.3 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.2
 AC5555'M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AC5555'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5554 ***********************************************************************
 AC5554  DESIGNATION -  40 035.0
 AC5554  PID         -  AC5554
 AC5554  STATE/COUNTY-  SD/PENNINGTON
 AC5554  COUNTRY     -  US
 AC5554  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5554
 AC5554                         *CURRENT SURVEY CONTROL
 AC5554  ______________________________________________________________________
 AC5554* NAD 83(1986) POSITION- 43 53 21.     (N) 103 22 52.     (W)   SCALED
 AC5554* NAVD 88 ORTHO HEIGHT -  1299.970 (meters)     4264.98  (feet) ADJUSTED
 AC5554  ______________________________________________________________________
 AC5554  GEOID HEIGHT    -        -14.863 (meters)                     GEOID18
 AC5554  DYNAMIC HEIGHT  -       1299.417 (meters)     4263.17  (feet) COMP
 AC5554  MODELED GRAVITY -    980,147.4   (mgal)                       NAVD 88
 AC5554
 AC5554  VERT ORDER      -  FIRST     CLASS II
 AC5554
 AC5554.The horizontal coordinates were scaled from a map and have
 AC5554.an estimated accuracy of +/- 6 seconds.
 AC5554
 AC5554.The orthometric height was determined by differential leveling and
 AC5554.adjusted by the NATIONAL GEODETIC SURVEY
 AC5554.in October 1997.
 AC5554
 AC5554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5554.GEOID18 height accuracy estimate available here.
 AC5554
 AC5554.Click photographs - Photos may exist for this station.
 AC5554
 AC5554.The dynamic height is computed by dividing the NAVD 88
 AC5554.geopotential number by the normal gravity value computed on the
 AC5554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5554.degrees latitude (g = 980.6199 gals.).
 AC5554
 AC5554.The modeled gravity was interpolated from observed gravity values.
 AC5554
 AC5554;                    North         East    Units  Estimated Accuracy
 AC5554;SPC SD S     -   177,330.      355,170.      MT  (+/- 180 meters Scaled)
 AC5554
 AC5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ300608(NAD 83)
 AC5554
 AC5554                          SUPERSEDED SURVEY CONTROL
 AC5554
 AC5554.No superseded survey control is available for this station.
 AC5554
 AC5554_MARKER: DD = SURVEY DISK
 AC5554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5554_STAMPING: 40-35.0
 AC5554_MARK LOGO: SDDT
 AC5554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5554+STABILITY: SURFACE MOTION
 AC5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5554+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 AC5554
 AC5554  HISTORY     - Date     Condition        Report By
 AC5554  HISTORY     - UNK      MONUMENTED       SDDT
 AC5554  HISTORY     - 19950501 GOOD             NGS
 AC5554  HISTORY     - 20110921 GOOD             INDIV
 AC5554
 AC5554                          STATION DESCRIPTION
 AC5554
 AC5554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5554'4.9 KM (3.05 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5554'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, 19.8 M (65.0 FT) SOUTH OF
 AC5554'MILEPOST 35, 16.8 M (55.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 6.7
 AC5554'M (22.0 FT) NORTHEAST OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AC5554'THE HIGHWAY, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE
 AC5554'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5554
 AC5554                          STATION RECOVERY (2011)
 AC5554
 AC5554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5552 ***********************************************************************
 AC5552  DESIGNATION -  40 036.04
 AC5552  PID         -  AC5552
 AC5552  STATE/COUNTY-  SD/PENNINGTON
 AC5552  COUNTRY     -  US
 AC5552  USGS QUAD   -  ROCKERVILLE (2017)
 AC5552
 AC5552                         *CURRENT SURVEY CONTROL
 AC5552  ______________________________________________________________________
 AC5552* NAD 83(1986) POSITION- 43 52 53.     (N) 103 21 52.     (W)   SCALED
 AC5552* NAVD 88 ORTHO HEIGHT -  1329.005 (meters)     4360.24  (feet) ADJUSTED
 AC5552  ______________________________________________________________________
 AC5552  GEOID HEIGHT    -        -14.980 (meters)                     GEOID18
 AC5552  DYNAMIC HEIGHT  -       1328.449 (meters)     4358.42  (feet) COMP
 AC5552  MODELED GRAVITY -    980,153.2   (mgal)                       NAVD 88
 AC5552
 AC5552  VERT ORDER      -  FIRST     CLASS II
 AC5552
 AC5552.The horizontal coordinates were scaled from a map and have
 AC5552.an estimated accuracy of +/- 6 seconds.
 AC5552
 AC5552.The orthometric height was determined by differential leveling and
 AC5552.adjusted by the NATIONAL GEODETIC SURVEY
 AC5552.in October 1997.
 AC5552
 AC5552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5552.GEOID18 height accuracy estimate available here.
 AC5552
 AC5552.Click photographs - Photos may exist for this station.
 AC5552
 AC5552.The dynamic height is computed by dividing the NAVD 88
 AC5552.geopotential number by the normal gravity value computed on the
 AC5552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5552.degrees latitude (g = 980.6199 gals.).
 AC5552
 AC5552.The modeled gravity was interpolated from observed gravity values.
 AC5552
 AC5552;                    North         East    Units  Estimated Accuracy
 AC5552;SPC SD S     -   176,420.      356,480.      MT  (+/- 180 meters Scaled)
 AC5552
 AC5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ313599(NAD 83)
 AC5552
 AC5552                          SUPERSEDED SURVEY CONTROL
 AC5552
 AC5552.No superseded survey control is available for this station.
 AC5552
 AC5552_MARKER: DD = SURVEY DISK
 AC5552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5552_STAMPING: 40-36.04
 AC5552_MARK LOGO: SDDT
 AC5552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5552+STABILITY: SURFACE MOTION
 AC5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5552+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 AC5552
 AC5552  HISTORY     - Date     Condition        Report By
 AC5552  HISTORY     - UNK      MONUMENTED       SDDT
 AC5552  HISTORY     - 19950501 GOOD             NGS
 AC5552  HISTORY     - 20110921 GOOD             INDIV
 AC5552
 AC5552                          STATION DESCRIPTION
 AC5552
 AC5552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5552'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5552'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, 82.4 M (270.3 FT) SOUTHEAST OF
 AC5552'MILEPOST 36, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.6 M
 AC5552'(28.2 FT) EAST OF THE CENTER OF A CATTLE GUARD AND DRIVEWAY, 5.7 M
 AC5552'(18.7 FT) WEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AC5552'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AC5552'IS FLUSH WITH THE GROUND SURFACE.
 AC5552
 AC5552                          STATION RECOVERY (2011)
 AC5552
 AC5552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5550 ***********************************************************************
 AC5550  DESIGNATION -  40 037.05
 AC5550  PID         -  AC5550
 AC5550  STATE/COUNTY-  SD/PENNINGTON
 AC5550  COUNTRY     -  US
 AC5550  USGS QUAD   -  HAYWARD (2017)
 AC5550
 AC5550                         *CURRENT SURVEY CONTROL
 AC5550  ______________________________________________________________________
 AC5550* NAD 83(1986) POSITION- 43 52 26.     (N) 103 21 00.     (W)   SCALED
 AC5550* NAVD 88 ORTHO HEIGHT -  1213.662 (meters)     3981.82  (feet) ADJUSTED
 AC5550  ______________________________________________________________________
 AC5550  GEOID HEIGHT    -        -15.087 (meters)                     GEOID18
 AC5550  DYNAMIC HEIGHT  -       1213.154 (meters)     3980.16  (feet) COMP
 AC5550  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 AC5550
 AC5550  VERT ORDER      -  FIRST     CLASS II
 AC5550
 AC5550.The horizontal coordinates were scaled from a map and have
 AC5550.an estimated accuracy of +/- 6 seconds.
 AC5550
 AC5550.The orthometric height was determined by differential leveling and
 AC5550.adjusted by the NATIONAL GEODETIC SURVEY
 AC5550.in October 1997.
 AC5550
 AC5550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5550.GEOID18 height accuracy estimate available here.
 AC5550
 AC5550.Click photographs - Photos may exist for this station.
 AC5550
 AC5550.The dynamic height is computed by dividing the NAVD 88
 AC5550.geopotential number by the normal gravity value computed on the
 AC5550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5550.degrees latitude (g = 980.6199 gals.).
 AC5550
 AC5550.The modeled gravity was interpolated from observed gravity values.
 AC5550
 AC5550;                    North         East    Units  Estimated Accuracy
 AC5550;SPC SD S     -   175,550.      357,610.      MT  (+/- 180 meters Scaled)
 AC5550
 AC5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ325591(NAD 83)
 AC5550
 AC5550                          SUPERSEDED SURVEY CONTROL
 AC5550
 AC5550.No superseded survey control is available for this station.
 AC5550
 AC5550_MARKER: DD = SURVEY DISK
 AC5550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5550_STAMPING: 40-37.05
 AC5550_MARK LOGO: SDDT
 AC5550_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5550+STABILITY: SURFACE MOTION
 AC5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5550+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 AC5550
 AC5550  HISTORY     - Date     Condition        Report By
 AC5550  HISTORY     - UNK      MONUMENTED       SDDT
 AC5550  HISTORY     - 19950501 GOOD             NGS
 AC5550  HISTORY     - 20110921 GOOD             INDIV
 AC5550
 AC5550                          STATION DESCRIPTION
 AC5550
 AC5550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5550'8.1 KM (5.05 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5550'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, 76.4 M (250.7 FT) SOUTH OF
 AC5550'MILEPOST 37, 17.5 M (57.4 FT) WEST OF THE HIGHWAY CENTERLINE, 5.2 M
 AC5550'(17.1 FT) EAST OF THE SOUTH END OF 2 BRACED FENCE POSTS, 1.0 M (3.3
 AC5550'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS
 AC5550'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5550
 AC5550                          STATION RECOVERY (2011)
 AC5550
 AC5550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5548 ***********************************************************************
 AC5548  DESIGNATION -  40 038.08
 AC5548  PID         -  AC5548
 AC5548  STATE/COUNTY-  SD/PENNINGTON
 AC5548  COUNTRY     -  US
 AC5548  USGS QUAD   -  HAYWARD (2017)
 AC5548
 AC5548                         *CURRENT SURVEY CONTROL
 AC5548  ______________________________________________________________________
 AC5548* NAD 83(1986) POSITION- 43 52 06.38   (N) 103 20 00.30   (W)   HD_HELD1
 AC5548* NAVD 88 ORTHO HEIGHT -  1156.689 (meters)     3794.90  (feet) ADJUSTED
 AC5548  ______________________________________________________________________
 AC5548  GEOID HEIGHT    -        -15.208 (meters)                     GEOID18
 AC5548  DYNAMIC HEIGHT  -       1156.210 (meters)     3793.33  (feet) COMP
 AC5548  MODELED GRAVITY -    980,165.4   (mgal)                       NAVD 88
 AC5548
 AC5548  VERT ORDER      -  FIRST     CLASS II
 AC5548
 AC5548.The horizontal coordinates were determined by differentially corrected
 AC5548.hand held GPS observations or other comparable positioning techniques
 AC5548.and have an estimated accuracy of +/- 3 meters.
 AC5548
 AC5548.The orthometric height was determined by differential leveling and
 AC5548.adjusted by the NATIONAL GEODETIC SURVEY
 AC5548.in October 1997.
 AC5548
 AC5548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5548.GEOID18 height accuracy estimate available here.
 AC5548
 AC5548.Click photographs - Photos may exist for this station.
 AC5548
 AC5548.The dynamic height is computed by dividing the NAVD 88
 AC5548.geopotential number by the normal gravity value computed on the
 AC5548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5548.degrees latitude (g = 980.6199 gals.).
 AC5548
 AC5548.The modeled gravity was interpolated from observed gravity values.
 AC5548
 AC5548;                    North         East    Units  Estimated Accuracy
 AC5548;SPC SD S     -   174,892.8     358,916.3     MT  (+/- 3 meters HH1 GPS) 
 AC5548
 AC5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3391258610(NAD 83)
 AC5548
 AC5548                          SUPERSEDED SURVEY CONTROL
 AC5548
 AC5548.No superseded survey control is available for this station.
 AC5548
 AC5548_MARKER: DD = SURVEY DISK
 AC5548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5548_STAMPING: 40-38.08
 AC5548_MARK LOGO: SDDT
 AC5548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5548+STABILITY: SURFACE MOTION
 AC5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5548+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 AC5548
 AC5548  HISTORY     - Date     Condition        Report By
 AC5548  HISTORY     - UNK      MONUMENTED       SDDT
 AC5548  HISTORY     - 19950501 GOOD             NGS
 AC5548  HISTORY     - 20110627 GOOD             INDIV
 AC5548
 AC5548                          STATION DESCRIPTION
 AC5548
 AC5548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5548'9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5548'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, 130.6 M (428.5 FT) SOUTH OF
 AC5548'MILEPOST 38, 28.3 M (92.8 FT) EAST OF THE HIGHWAY CENTERLINE, 21.0 M
 AC5548'(68.9 FT) SOUTH OF A UTILITY POLE, 1.2 M (3.9 FT) NORTH OF THE NORTH
 AC5548'END OF 2 BRACED FENCE POSTS, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 AC5548'HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 AC5548'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC5548
 AC5548                          STATION RECOVERY (2011)
 AC5548
 AC5548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5547 ***********************************************************************
 AC5547  DESIGNATION -  40 038.89
 AC5547  PID         -  AC5547
 AC5547  STATE/COUNTY-  SD/PENNINGTON
 AC5547  COUNTRY     -  US
 AC5547  USGS QUAD   -  HAYWARD (2017)
 AC5547
 AC5547                         *CURRENT SURVEY CONTROL
 AC5547  ______________________________________________________________________
 AC5547* NAD 83(1986) POSITION- 43 52 04.55   (N) 103 19 31.36   (W)   HD_HELD1
 AC5547* NAVD 88 ORTHO HEIGHT -  1211.492 (meters)     3974.70  (feet) ADJUSTED
 AC5547  ______________________________________________________________________
 AC5547  GEOID HEIGHT    -        -15.262 (meters)                     GEOID18
 AC5547  DYNAMIC HEIGHT  -       1210.998 (meters)     3973.08  (feet) COMP
 AC5547  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 AC5547
 AC5547  VERT ORDER      -  FIRST     CLASS II
 AC5547
 AC5547.The horizontal coordinates were determined by differentially corrected
 AC5547.hand held GPS observations or other comparable positioning techniques
 AC5547.and have an estimated accuracy of +/- 3 meters.
 AC5547
 AC5547.The orthometric height was determined by differential leveling and
 AC5547.adjusted by the NATIONAL GEODETIC SURVEY
 AC5547.in October 1997.
 AC5547
 AC5547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5547.GEOID18 height accuracy estimate available here.
 AC5547
 AC5547.Click photographs - Photos may exist for this station.
 AC5547
 AC5547.The dynamic height is computed by dividing the NAVD 88
 AC5547.geopotential number by the normal gravity value computed on the
 AC5547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5547.degrees latitude (g = 980.6199 gals.).
 AC5547
 AC5547.The modeled gravity was interpolated from observed gravity values.
 AC5547
 AC5547;                    North         East    Units  Estimated Accuracy
 AC5547;SPC SD S     -   174,813.1     359,560.0     MT  (+/- 3 meters HH1 GPS) 
 AC5547
 AC5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3455958567(NAD 83)
 AC5547
 AC5547                          SUPERSEDED SURVEY CONTROL
 AC5547
 AC5547.No superseded survey control is available for this station.
 AC5547
 AC5547_MARKER: Z = SEE DESCRIPTION
 AC5547_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5547_STAMPING: 40-38.89 1995
 AC5547_MARK LOGO: NGS
 AC5547_PROJECTION: FLUSH
 AC5547_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5547+STABILITY: POSITION/ELEVATION WELL
 AC5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5547+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 AC5547_ROD/PIPE-DEPTH: 6.4 meters
 AC5547_SLEEVE-DEPTH  : 4.0 meters
 AC5547
 AC5547  HISTORY     - Date     Condition        Report By
 AC5547  HISTORY     - 1995     MONUMENTED       SDDT
 AC5547  HISTORY     - 19950501 GOOD             NGS
 AC5547  HISTORY     - 20110627 GOOD             INDIV
 AC5547
 AC5547                          STATION DESCRIPTION
 AC5547
 AC5547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5547'11.1 KM (6.90 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5547'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, 188.0 M (616.8 FT) WEST OF
 AC5547'MILEPOST 39, 99.8 M (327.4 FT) SOUTH OF THE CENTER OF THOUSON ROAD,
 AC5547'94.7 M (310.7 FT) NORTH OF THE CENTER OF GRANITE COURT, 18.9 M (62.0
 AC5547'FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) WEST
 AC5547'OF A FENCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AC5547'EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AC5547'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 AC5547'INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 AC5547'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC5547
 AC5547                          STATION RECOVERY (2011)
 AC5547
 AC5547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5546 ***********************************************************************
 AC5546  DESIGNATION -  40 039.93
 AC5546  PID         -  AC5546
 AC5546  STATE/COUNTY-  SD/PENNINGTON
 AC5546  COUNTRY     -  US
 AC5546  USGS QUAD   -  HAYWARD (2017)
 AC5546
 AC5546                         *CURRENT SURVEY CONTROL
 AC5546  ______________________________________________________________________
 AC5546* NAD 83(1986) POSITION- 43 52 15.     (N) 103 18 34.     (W)   SCALED
 AC5546* NAVD 88 ORTHO HEIGHT -  1206.364 (meters)     3957.88  (feet) ADJUSTED
 AC5546  ______________________________________________________________________
 AC5546  GEOID HEIGHT    -        -15.361 (meters)                     GEOID18
 AC5546  DYNAMIC HEIGHT  -       1205.883 (meters)     3956.30  (feet) COMP
 AC5546  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 AC5546
 AC5546  VERT ORDER      -  FIRST     CLASS II
 AC5546
 AC5546.The horizontal coordinates were scaled from a map and have
 AC5546.an estimated accuracy of +/- 6 seconds.
 AC5546
 AC5546.The orthometric height was determined by differential leveling and
 AC5546.adjusted by the NATIONAL GEODETIC SURVEY
 AC5546.in October 1997.
 AC5546
 AC5546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5546.GEOID18 height accuracy estimate available here.
 AC5546
 AC5546.Click photographs - Photos may exist for this station.
 AC5546
 AC5546.The dynamic height is computed by dividing the NAVD 88
 AC5546.geopotential number by the normal gravity value computed on the
 AC5546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5546.degrees latitude (g = 980.6199 gals.).
 AC5546
 AC5546.The modeled gravity was interpolated from observed gravity values.
 AC5546
 AC5546;                    North         East    Units  Estimated Accuracy
 AC5546;SPC SD S     -   175,090.      360,850.      MT  (+/- 180 meters Scaled)
 AC5546
 AC5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ358589(NAD 83)
 AC5546
 AC5546                          SUPERSEDED SURVEY CONTROL
 AC5546
 AC5546.No superseded survey control is available for this station.
 AC5546
 AC5546_MARKER: DB = BENCH MARK DISK
 AC5546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5546_STAMPING: 40-39.93 1987
 AC5546_MARK LOGO: SDDT
 AC5546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5546+STABILITY: SURFACE MOTION
 AC5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5546+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 AC5546
 AC5546  HISTORY     - Date     Condition        Report By
 AC5546  HISTORY     - 1987     MONUMENTED       SDDT
 AC5546  HISTORY     - 19950501 GOOD             NGS
 AC5546  HISTORY     - 20110627 GOOD             INDIV
 AC5546
 AC5546                          STATION DESCRIPTION
 AC5546
 AC5546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5546'12.4 KM (7.70 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5546'IN HERMOSA, 110.7 M (363.2 FT) NORTHWEST OF MILEPOST 40, 42.3 M (138.8
 AC5546'FT) NORTHWEST OF THE NORTHWEST END OF 2 BRACED FENCE POSTS, 19.2 M
 AC5546'(63.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) ABOVE
 AC5546'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.2 M
 AC5546'(0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AC5546'(0.3 FT) ABOVE THE GROUND SURFACE.
 AC5546
 AC5546                          STATION RECOVERY (2011)
 AC5546
 AC5546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5545 ***********************************************************************
 AC5545  DESIGNATION -  40 040.80
 AC5545  PID         -  AC5545
 AC5545  STATE/COUNTY-  SD/PENNINGTON
 AC5545  COUNTRY     -  US
 AC5545  USGS QUAD   -  HAYWARD (2017)
 AC5545
 AC5545                         *CURRENT SURVEY CONTROL
 AC5545  ______________________________________________________________________
 AC5545* NAD 83(1986) POSITION- 43 51 41.     (N) 103 18 09.     (W)   SCALED
 AC5545* NAVD 88 ORTHO HEIGHT -  1191.397 (meters)     3908.78  (feet) ADJUSTED
 AC5545  ______________________________________________________________________
 AC5545  GEOID HEIGHT    -        -15.419 (meters)                     GEOID18
 AC5545  DYNAMIC HEIGHT  -       1190.925 (meters)     3907.23  (feet) COMP
 AC5545  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 AC5545
 AC5545  VERT ORDER      -  FIRST     CLASS II
 AC5545
 AC5545.The horizontal coordinates were scaled from a map and have
 AC5545.an estimated accuracy of +/- 6 seconds.
 AC5545
 AC5545.The orthometric height was determined by differential leveling and
 AC5545.adjusted by the NATIONAL GEODETIC SURVEY
 AC5545.in October 1997.
 AC5545
 AC5545.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5545.GEOID18 height accuracy estimate available here.
 AC5545
 AC5545.Click photographs - Photos may exist for this station.
 AC5545
 AC5545.The dynamic height is computed by dividing the NAVD 88
 AC5545.geopotential number by the normal gravity value computed on the
 AC5545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5545.degrees latitude (g = 980.6199 gals.).
 AC5545
 AC5545.The modeled gravity was interpolated from observed gravity values.
 AC5545
 AC5545;                    North         East    Units  Estimated Accuracy
 AC5545;SPC SD S     -   174,020.      361,370.      MT  (+/- 180 meters Scaled)
 AC5545
 AC5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ364578(NAD 83)
 AC5545
 AC5545                          SUPERSEDED SURVEY CONTROL
 AC5545
 AC5545.No superseded survey control is available for this station.
 AC5545
 AC5545_MARKER: DB = BENCH MARK DISK
 AC5545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5545_STAMPING: 40-40.80 1987 3907.01
 AC5545_MARK LOGO: SDDT
 AC5545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5545+STABILITY: SURFACE MOTION
 AC5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5545+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2011
 AC5545
 AC5545  HISTORY     - Date     Condition        Report By
 AC5545  HISTORY     - 1987     MONUMENTED       SDDT
 AC5545  HISTORY     - 19950501 GOOD             NGS
 AC5545  HISTORY     - 20110627 GOOD             INDIV
 AC5545
 AC5545                          STATION DESCRIPTION
 AC5545
 AC5545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5545'11.0 KM (6.85 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5545'IN HERMOSA, 231.0 M (757.9 FT) WEST OF MILEPOST 41, 45.3 M (148.6 FT)
 AC5545'NORTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER LP 7, 19.2 M (63.0 FT)
 AC5545'EAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AC5545'HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.2 M (0.7 FT) WEST OF A
 AC5545'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AC5545'GROUND SURFACE.
 AC5545
 AC5545                          STATION RECOVERY (2011)
 AC5545
 AC5545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5544 ***********************************************************************
 AC5544  DESIGNATION -  40 041.65
 AC5544  PID         -  AC5544
 AC5544  STATE/COUNTY-  SD/CUSTER
 AC5544  COUNTRY     -  US
 AC5544  USGS QUAD   -  HAYWARD (2017)
 AC5544
 AC5544                         *CURRENT SURVEY CONTROL
 AC5544  ______________________________________________________________________
 AC5544* NAD 83(1986) POSITION- 43 51 19.47   (N) 103 17 19.56   (W)   HD_HELD1
 AC5544* NAVD 88 ORTHO HEIGHT -  1131.253 (meters)     3711.45  (feet) ADJUSTED
 AC5544  ______________________________________________________________________
 AC5544  GEOID HEIGHT    -        -15.517 (meters)                     GEOID18
 AC5544  DYNAMIC HEIGHT  -       1130.812 (meters)     3710.01  (feet) COMP
 AC5544  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 AC5544
 AC5544  VERT ORDER      -  FIRST     CLASS II
 AC5544
 AC5544.The horizontal coordinates were determined by differentially corrected
 AC5544.hand held GPS observations or other comparable positioning techniques
 AC5544.and have an estimated accuracy of +/- 3 meters.
 AC5544
 AC5544.The orthometric height was determined by differential leveling and
 AC5544.adjusted by the NATIONAL GEODETIC SURVEY
 AC5544.in October 1997.
 AC5544
 AC5544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5544.GEOID18 height accuracy estimate available here.
 AC5544
 AC5544.Click photographs - Photos may exist for this station.
 AC5544
 AC5544.The dynamic height is computed by dividing the NAVD 88
 AC5544.geopotential number by the normal gravity value computed on the
 AC5544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5544.degrees latitude (g = 980.6199 gals.).
 AC5544
 AC5544.The modeled gravity was interpolated from observed gravity values.
 AC5544
 AC5544;                    North         East    Units  Estimated Accuracy
 AC5544;SPC SD S     -   173,317.4     362,451.3     MT  (+/- 3 meters HH1 GPS) 
 AC5544
 AC5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3753057236(NAD 83)
 AC5544
 AC5544                          SUPERSEDED SURVEY CONTROL
 AC5544
 AC5544.No superseded survey control is available for this station.
 AC5544
 AC5544_MARKER: DB = BENCH MARK DISK
 AC5544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5544_STAMPING: 40-41.65 1987 3709.78
 AC5544_MARK LOGO: SDDT
 AC5544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5544+STABILITY: SURFACE MOTION
 AC5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5544+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5544
 AC5544  HISTORY     - Date     Condition        Report By
 AC5544  HISTORY     - 1987     MONUMENTED       SDDT
 AC5544  HISTORY     - 19950501 GOOD             NGS
 AC5544
 AC5544                          STATION DESCRIPTION
 AC5544
 AC5544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5544'9.7 KM (6.00 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5544'IN HERMOSA, 537.0 M (1761.8 FT) WEST OF MILEPOST 42, 21.8 M (71.5 FT)
 AC5544'EAST OF THE CENTER OF A FIELD ENTRANCE AND CATTLE GUARD, 20.2 M (66.3
 AC5544'FT) NORTH OF THE HIGHWAY CENTERLINE, 19.6 M (64.3 FT) EAST OF
 AC5544'UNDERGROUND CABLE JUNCTION BOX NUMBER D4 W4, 2.5 M (8.2 FT) BELOW THE
 AC5544'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 AC5544'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5544'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5543 ***********************************************************************
 AC5543  DESIGNATION -  40 042.77
 AC5543  PID         -  AC5543
 AC5543  STATE/COUNTY-  SD/CUSTER
 AC5543  COUNTRY     -  US
 AC5543  USGS QUAD   -  HAYWARD (2017)
 AC5543
 AC5543                         *CURRENT SURVEY CONTROL
 AC5543  ______________________________________________________________________
 AC5543* NAD 83(1986) POSITION- 43 50 49.     (N) 103 16 17.     (W)   SCALED
 AC5543* NAVD 88 ORTHO HEIGHT -  1071.809 (meters)     3516.43  (feet) ADJUSTED
 AC5543  ______________________________________________________________________
 AC5543  GEOID HEIGHT    -        -15.637 (meters)                     GEOID18
 AC5543  DYNAMIC HEIGHT  -       1071.400 (meters)     3515.08  (feet) COMP
 AC5543  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 AC5543
 AC5543  VERT ORDER      -  FIRST     CLASS II
 AC5543
 AC5543.The horizontal coordinates were scaled from a map and have
 AC5543.an estimated accuracy of +/- 6 seconds.
 AC5543
 AC5543.The orthometric height was determined by differential leveling and
 AC5543.adjusted by the NATIONAL GEODETIC SURVEY
 AC5543.in October 1997.
 AC5543
 AC5543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5543.GEOID18 height accuracy estimate available here.
 AC5543
 AC5543.Click photographs - Photos may exist for this station.
 AC5543
 AC5543.The dynamic height is computed by dividing the NAVD 88
 AC5543.geopotential number by the normal gravity value computed on the
 AC5543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5543.degrees latitude (g = 980.6199 gals.).
 AC5543
 AC5543.The modeled gravity was interpolated from observed gravity values.
 AC5543
 AC5543;                    North         East    Units  Estimated Accuracy
 AC5543;SPC SD S     -   172,330.      363,810.      MT  (+/- 180 meters Scaled)
 AC5543
 AC5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ389563(NAD 83)
 AC5543
 AC5543                          SUPERSEDED SURVEY CONTROL
 AC5543
 AC5543.No superseded survey control is available for this station.
 AC5543
 AC5543_MARKER: DB = BENCH MARK DISK
 AC5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5543_STAMPING: 40-42.77 1987 3514.45
 AC5543_MARK LOGO: SDDT
 AC5543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5543+STABILITY: SURFACE MOTION
 AC5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5543+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5543
 AC5543  HISTORY     - Date     Condition        Report By
 AC5543  HISTORY     - 1987     MONUMENTED       SDDT
 AC5543  HISTORY     - 19950501 GOOD             NGS
 AC5543
 AC5543                          STATION DESCRIPTION
 AC5543
 AC5543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5543'7.9 KM (4.90 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5543'IN HERMOSA, 372.0 M (1220.5 FT) NORTH OF MILEPOST 43, 37.6 M (123.4
 AC5543'FT) NORTH OF A T-FENCE CORNER, 20.2 M (66.3 FT) EAST OF AND LEVEL WITH
 AC5543'THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) WEST OF A FENCE, 0.2 M (0.7 FT)
 AC5543'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5543'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5542 ***********************************************************************
 AC5542  DESIGNATION -  40 043.10
 AC5542  PID         -  AC5542
 AC5542  STATE/COUNTY-  SD/CUSTER
 AC5542  COUNTRY     -  US
 AC5542  USGS QUAD   -  HAYWARD (2017)
 AC5542
 AC5542                         *CURRENT SURVEY CONTROL
 AC5542  ______________________________________________________________________
 AC5542* NAD 83(1986) POSITION- 43 50 34.     (N) 103 16 11.     (W)   SCALED
 AC5542* NAVD 88 ORTHO HEIGHT -  1064.621 (meters)     3492.84  (feet) ADJUSTED
 AC5542  ______________________________________________________________________
 AC5542  GEOID HEIGHT    -        -15.652 (meters)                     GEOID18
 AC5542  DYNAMIC HEIGHT  -       1064.216 (meters)     3491.52  (feet) COMP
 AC5542  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 AC5542
 AC5542  VERT ORDER      -  FIRST     CLASS II
 AC5542
 AC5542.The horizontal coordinates were scaled from a map and have
 AC5542.an estimated accuracy of +/- 6 seconds.
 AC5542
 AC5542.The orthometric height was determined by differential leveling and
 AC5542.adjusted by the NATIONAL GEODETIC SURVEY
 AC5542.in October 1997.
 AC5542
 AC5542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5542.GEOID18 height accuracy estimate available here.
 AC5542
 AC5542.Click photographs - Photos may exist for this station.
 AC5542
 AC5542.The dynamic height is computed by dividing the NAVD 88
 AC5542.geopotential number by the normal gravity value computed on the
 AC5542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5542.degrees latitude (g = 980.6199 gals.).
 AC5542
 AC5542.The modeled gravity was interpolated from observed gravity values.
 AC5542
 AC5542;                    North         East    Units  Estimated Accuracy
 AC5542;SPC SD S     -   171,860.      363,930.      MT  (+/- 180 meters Scaled)
 AC5542
 AC5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ390558(NAD 83)
 AC5542
 AC5542                          SUPERSEDED SURVEY CONTROL
 AC5542
 AC5542.No superseded survey control is available for this station.
 AC5542
 AC5542_MARKER: DB = BENCH MARK DISK
 AC5542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5542_STAMPING: 40-43.10 1987 3491.21
 AC5542_MARK LOGO: SDDT
 AC5542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5542+STABILITY: SURFACE MOTION
 AC5542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5542+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5542
 AC5542  HISTORY     - Date     Condition        Report By
 AC5542  HISTORY     - 1987     MONUMENTED       SDDT
 AC5542  HISTORY     - 19950501 GOOD             NGS
 AC5542
 AC5542                          STATION DESCRIPTION
 AC5542
 AC5542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5542'7.4 KM (4.60 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5542'IN HERMOSA, 152.8 M (501.3 FT) SOUTH OF MILEPOST 43, 29.4 M (96.5 FT)
 AC5542'NORTH OF A T-FENCE CORNER AND THE EXTENDED CENTER OF A DRIVEWAY, 19.6
 AC5542'M (64.3 FT) EAST OF THE HIGHWAY CENTERLINE, 16.7 M (54.8 FT) SOUTH OF
 AC5542'AN UNDERGROUND CABLE JUNCTION BOX, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 AC5542'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.2 M (0.7 FT) WEST OF A
 AC5542'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5541 ***********************************************************************
 AC5541  DESIGNATION -  40 044.56
 AC5541  PID         -  AC5541
 AC5541  STATE/COUNTY-  SD/CUSTER
 AC5541  COUNTRY     -  US
 AC5541  USGS QUAD   -  HAYWARD (2017)
 AC5541
 AC5541                         *CURRENT SURVEY CONTROL
 AC5541  ______________________________________________________________________
 AC5541* NAD 83(1986) POSITION- 43 49 55.     (N) 103 15 07.     (W)   SCALED
 AC5541* NAVD 88 ORTHO HEIGHT -  1039.617 (meters)     3410.81  (feet) ADJUSTED
 AC5541  ______________________________________________________________________
 AC5541  GEOID HEIGHT    -        -15.769 (meters)                     GEOID18
 AC5541  DYNAMIC HEIGHT  -       1039.225 (meters)     3409.52  (feet) COMP
 AC5541  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 AC5541
 AC5541  VERT ORDER      -  FIRST     CLASS II
 AC5541
 AC5541.The horizontal coordinates were scaled from a map and have
 AC5541.an estimated accuracy of +/- 6 seconds.
 AC5541
 AC5541.The orthometric height was determined by differential leveling and
 AC5541.adjusted by the NATIONAL GEODETIC SURVEY
 AC5541.in October 1997.
 AC5541
 AC5541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5541.GEOID18 height accuracy estimate available here.
 AC5541
 AC5541.Click photographs - Photos may exist for this station.
 AC5541
 AC5541.The dynamic height is computed by dividing the NAVD 88
 AC5541.geopotential number by the normal gravity value computed on the
 AC5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5541.degrees latitude (g = 980.6199 gals.).
 AC5541
 AC5541.The modeled gravity was interpolated from observed gravity values.
 AC5541
 AC5541;                    North         East    Units  Estimated Accuracy
 AC5541;SPC SD S     -   170,610.      365,320.      MT  (+/- 180 meters Scaled)
 AC5541
 AC5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ405546(NAD 83)
 AC5541
 AC5541                          SUPERSEDED SURVEY CONTROL
 AC5541
 AC5541.No superseded survey control is available for this station.
 AC5541
 AC5541_MARKER: DB = BENCH MARK DISK
 AC5541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5541_STAMPING: 40-44.56 1987 3409.18
 AC5541_MARK LOGO: SDDT
 AC5541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5541+STABILITY: SURFACE MOTION
 AC5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5541+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5541
 AC5541  HISTORY     - Date     Condition        Report By
 AC5541  HISTORY     - 1987     MONUMENTED       SDDT
 AC5541  HISTORY     - 19950501 GOOD             NGS
 AC5541
 AC5541                          STATION DESCRIPTION
 AC5541
 AC5541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5541'5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5541'IN HERMOSA, 694.0 M (2276.9 FT) WEST OF MILEPOST 45, 19.6 M (64.3 FT)
 AC5541'EAST OF THE HIGHWAY CENTERLINE, 19.2 M (63.0 FT) NORTHEAST OF THE
 AC5541'NORTHEAST CORNER OF A BRIDGE SPANNING A CREEK, 1.5 M (4.9 FT) BELOW
 AC5541'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.1 M (0.3
 AC5541'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5541'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5540 ***********************************************************************
 AC5540  DESIGNATION -  40 044.91
 AC5540  PID         -  AC5540
 AC5540  STATE/COUNTY-  SD/CUSTER
 AC5540  COUNTRY     -  US
 AC5540  USGS QUAD   -  HAYWARD (2017)
 AC5540
 AC5540                         *CURRENT SURVEY CONTROL
 AC5540  ______________________________________________________________________
 AC5540* NAD 83(1986) POSITION- 43 49 43.     (N) 103 15 01.     (W)   SCALED
 AC5540* NAVD 88 ORTHO HEIGHT -  1039.427 (meters)     3410.19  (feet) ADJUSTED
 AC5540  ______________________________________________________________________
 AC5540  GEOID HEIGHT    -        -15.783 (meters)                     GEOID18
 AC5540  DYNAMIC HEIGHT  -       1039.035 (meters)     3408.90  (feet) COMP
 AC5540  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 AC5540
 AC5540  VERT ORDER      -  FIRST     CLASS II
 AC5540
 AC5540.The horizontal coordinates were scaled from a map and have
 AC5540.an estimated accuracy of +/- 6 seconds.
 AC5540
 AC5540.The orthometric height was determined by differential leveling and
 AC5540.adjusted by the NATIONAL GEODETIC SURVEY
 AC5540.in October 1997.
 AC5540
 AC5540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5540.GEOID18 height accuracy estimate available here.
 AC5540
 AC5540.Click photographs - Photos may exist for this station.
 AC5540
 AC5540.The dynamic height is computed by dividing the NAVD 88
 AC5540.geopotential number by the normal gravity value computed on the
 AC5540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5540.degrees latitude (g = 980.6199 gals.).
 AC5540
 AC5540.The modeled gravity was interpolated from observed gravity values.
 AC5540
 AC5540;                    North         East    Units  Estimated Accuracy
 AC5540;SPC SD S     -   170,230.      365,440.      MT  (+/- 180 meters Scaled)
 AC5540
 AC5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ406543(NAD 83)
 AC5540
 AC5540                          SUPERSEDED SURVEY CONTROL
 AC5540
 AC5540.No superseded survey control is available for this station.
 AC5540
 AC5540_MARKER: DB = BENCH MARK DISK
 AC5540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5540_STAMPING: 40-44.91 1987 3408.56
 AC5540_MARK LOGO: SDDT
 AC5540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5540+STABILITY: SURFACE MOTION
 AC5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5540+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5540
 AC5540  HISTORY     - Date     Condition        Report By
 AC5540  HISTORY     - 1987     MONUMENTED       SDDT
 AC5540  HISTORY     - 19950501 GOOD             NGS
 AC5540
 AC5540                          STATION DESCRIPTION
 AC5540
 AC5540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5540'4.5 KM (2.80 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5540'IN HERMOSA, 154.5 M (506.9 FT) WEST OF MILEPOST 45, 45.9 M (150.6 FT)
 AC5540'WEST OF THE CENTER OF A FIELD ENTRANCE, 20.0 M (65.6 FT) NORTH OF THE
 AC5540'HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AC5540'M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST,
 AC5540'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5539 ***********************************************************************
 AC5539  DESIGNATION -  40 046.14
 AC5539  PID         -  AC5539
 AC5539  STATE/COUNTY-  SD/CUSTER
 AC5539  COUNTRY     -  US
 AC5539  USGS QUAD   -  HERMOSA (2017)
 AC5539
 AC5539                         *CURRENT SURVEY CONTROL
 AC5539  ______________________________________________________________________
 AC5539* NAD 83(1986) POSITION- 43 49 52.     (N) 103 13 46.     (W)   SCALED
 AC5539* NAVD 88 ORTHO HEIGHT -  1024.366 (meters)     3360.77  (feet) ADJUSTED
 AC5539  ______________________________________________________________________
 AC5539  GEOID HEIGHT    -        -15.897 (meters)                     GEOID18
 AC5539  DYNAMIC HEIGHT  -       1023.983 (meters)     3359.52  (feet) COMP
 AC5539  MODELED GRAVITY -    980,209.1   (mgal)                       NAVD 88
 AC5539
 AC5539  VERT ORDER      -  FIRST     CLASS II
 AC5539
 AC5539.The horizontal coordinates were scaled from a map and have
 AC5539.an estimated accuracy of +/- 6 seconds.
 AC5539
 AC5539.The orthometric height was determined by differential leveling and
 AC5539.adjusted by the NATIONAL GEODETIC SURVEY
 AC5539.in October 1997.
 AC5539
 AC5539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5539.GEOID18 height accuracy estimate available here.
 AC5539
 AC5539.Click photographs - Photos may exist for this station.
 AC5539
 AC5539.The dynamic height is computed by dividing the NAVD 88
 AC5539.geopotential number by the normal gravity value computed on the
 AC5539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5539.degrees latitude (g = 980.6199 gals.).
 AC5539
 AC5539.The modeled gravity was interpolated from observed gravity values.
 AC5539
 AC5539;                    North         East    Units  Estimated Accuracy
 AC5539;SPC SD S     -   170,450.      367,120.      MT  (+/- 180 meters Scaled)
 AC5539
 AC5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ423546(NAD 83)
 AC5539
 AC5539                          SUPERSEDED SURVEY CONTROL
 AC5539
 AC5539.No superseded survey control is available for this station.
 AC5539
 AC5539_MARKER: DB = BENCH MARK DISK
 AC5539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5539_STAMPING: 40-46.14 1987 3359.13
 AC5539_MARK LOGO: SDDT
 AC5539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5539+STABILITY: SURFACE MOTION
 AC5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5539+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5539
 AC5539  HISTORY     - Date     Condition        Report By
 AC5539  HISTORY     - 1987     MONUMENTED       SDDT
 AC5539  HISTORY     - 19950501 GOOD             NGS
 AC5539
 AC5539                          STATION DESCRIPTION
 AC5539
 AC5539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5539'3.6 KM (2.25 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5539'IN HERMOSA, 263.0 M (862.9 FT) EAST OF MILEPOST 46, 68.7 M (225.4 FT)
 AC5539'EAST OF THE CENTER OF A DRIVEWAY, 22.3 M (73.2 FT) NORTH OF THE
 AC5539'HIGHWAY CENTERLINE, 21.2 M (69.6 FT) WEST OF THE WEST END OF A CULVERT
 AC5539'UNDER A FIELD ENTRANCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC5539'0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 AC5539'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5538 ***********************************************************************
 AC5538  DESIGNATION -  40 047.41
 AC5538  PID         -  AC5538
 AC5538  STATE/COUNTY-  SD/CUSTER
 AC5538  COUNTRY     -  US
 AC5538  USGS QUAD   -  HERMOSA (2017)
 AC5538
 AC5538                         *CURRENT SURVEY CONTROL
 AC5538  ______________________________________________________________________
 AC5538* NAD 83(1986) POSITION- 43 50 08.19   (N) 103 12 32.50   (W)   HD_HELD1
 AC5538* NAVD 88 ORTHO HEIGHT -  1012.622 (meters)     3322.24  (feet) ADJUSTED
 AC5538  ______________________________________________________________________
 AC5538  GEOID HEIGHT    -        -16.005 (meters)                     GEOID18
 AC5538  DYNAMIC HEIGHT  -       1012.246 (meters)     3321.01  (feet) COMP
 AC5538  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 AC5538
 AC5538  VERT ORDER      -  FIRST     CLASS II
 AC5538
 AC5538.The horizontal coordinates were determined by differentially corrected
 AC5538.hand held GPS observations or other comparable positioning techniques
 AC5538.and have an estimated accuracy of +/- 3 meters.
 AC5538
 AC5538.The orthometric height was determined by differential leveling and
 AC5538.adjusted by the NATIONAL GEODETIC SURVEY
 AC5538.in October 1997.
 AC5538
 AC5538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5538.GEOID18 height accuracy estimate available here.
 AC5538
 AC5538.Click photographs - Photos may exist for this station.
 AC5538
 AC5538.The dynamic height is computed by dividing the NAVD 88
 AC5538.geopotential number by the normal gravity value computed on the
 AC5538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5538.degrees latitude (g = 980.6199 gals.).
 AC5538
 AC5538.The modeled gravity was interpolated from observed gravity values.
 AC5538
 AC5538;                    North         East    Units  Estimated Accuracy
 AC5538;SPC SD S     -   170,893.9     368,781.7     MT  (+/- 3 meters HH1 GPS) 
 AC5538
 AC5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4398655173(NAD 83)
 AC5538
 AC5538                          SUPERSEDED SURVEY CONTROL
 AC5538
 AC5538.No superseded survey control is available for this station.
 AC5538
 AC5538_MARKER: DB = BENCH MARK DISK
 AC5538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5538_STAMPING: 40-47.41 1987 3320.68
 AC5538_MARK LOGO: SDDT
 AC5538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5538+STABILITY: SURFACE MOTION
 AC5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5538+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5538
 AC5538  HISTORY     - Date     Condition        Report By
 AC5538  HISTORY     - 1987     MONUMENTED       SDDT
 AC5538  HISTORY     - 19950501 GOOD             NGS
 AC5538
 AC5538                          STATION DESCRIPTION
 AC5538
 AC5538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5538'1.7 KM (1.05 MI) WESTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5538'IN HERMOSA, AT A UTILITY LINE CROSSING, 656.0 M (2152.2 FT) EAST OF
 AC5538'MILEPOST 47, 20.1 M (65.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M
 AC5538'(29.5 FT) EAST OF THE CENTER OF A DIRT ROAD, 1.0 M (3.3 FT) BELOW THE
 AC5538'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT)
 AC5538'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5538'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5537 ***********************************************************************
 AC5537  DESIGNATION -  40 048.84
 AC5537  PID         -  AC5537
 AC5537  STATE/COUNTY-  SD/CUSTER
 AC5537  COUNTRY     -  US
 AC5537  USGS QUAD   -  HERMOSA (2017)
 AC5537
 AC5537                         *CURRENT SURVEY CONTROL
 AC5537  ______________________________________________________________________
 AC5537* NAD 83(1986) POSITION- 43 50 22.40   (N) 103 10 50.35   (W)   HD_HELD1
 AC5537* NAVD 88 ORTHO HEIGHT -  1000.061 (meters)     3281.03  (feet) ADJUSTED
 AC5537  ______________________________________________________________________
 AC5537  GEOID HEIGHT    -        -16.148 (meters)                     GEOID18
 AC5537  DYNAMIC HEIGHT  -        999.693 (meters)     3279.83  (feet) COMP
 AC5537  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 AC5537
 AC5537  VERT ORDER      -  FIRST     CLASS II
 AC5537
 AC5537.The horizontal coordinates were determined by differentially corrected
 AC5537.hand held GPS observations or other comparable positioning techniques
 AC5537.and have an estimated accuracy of +/- 3 meters.
 AC5537
 AC5537.The orthometric height was determined by differential leveling and
 AC5537.adjusted by the NATIONAL GEODETIC SURVEY
 AC5537.in October 1997.
 AC5537
 AC5537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5537.GEOID18 height accuracy estimate available here.
 AC5537
 AC5537.Click photographs - Photos may exist for this station.
 AC5537
 AC5537.The dynamic height is computed by dividing the NAVD 88
 AC5537.geopotential number by the normal gravity value computed on the
 AC5537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5537.degrees latitude (g = 980.6199 gals.).
 AC5537
 AC5537.The modeled gravity was interpolated from observed gravity values.
 AC5537
 AC5537;                    North         East    Units  Estimated Accuracy
 AC5537;SPC SD S     -   171,253.6     371,077.3     MT  (+/- 3 meters HH1 GPS) 
 AC5537
 AC5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4625855661(NAD 83)
 AC5537
 AC5537                          SUPERSEDED SURVEY CONTROL
 AC5537
 AC5537.No superseded survey control is available for this station.
 AC5537
 AC5537_MARKER: Z = SEE DESCRIPTION
 AC5537_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5537_STAMPING: 40-48.84 1995
 AC5537_MARK LOGO: NGS
 AC5537_PROJECTION: FLUSH
 AC5537_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5537+STABILITY: POSITION/ELEVATION WELL
 AC5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5537+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 AC5537_ROD/PIPE-DEPTH: 6.4 meters
 AC5537_SLEEVE-DEPTH  : 4.0 meters
 AC5537
 AC5537  HISTORY     - Date     Condition        Report By
 AC5537  HISTORY     - 1995     MONUMENTED       SDDT
 AC5537  HISTORY     - 19950501 GOOD             NGS
 AC5537
 AC5537                          STATION DESCRIPTION
 AC5537
 AC5537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5537'0.9 KM (0.55 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 AC5537'IN HERMOSA, 276.0 M (905.5 FT) WEST OF MILEPOST 49, 13.8 M (45.3 FT)
 AC5537'SOUTH OF THE HIGHWAY CENTERLINE, 2.4 M (7.9 FT) EAST OF THE EAST END
 AC5537'OF 2 BRACED FENCE POSTS, 1.8 M (5.9 FT) NORTH OF A FENCE, 1.3 M (4.3
 AC5537'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A METAL
 AC5537'GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST. NOTE--THE
 AC5537'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 AC5537'IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AC5537'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7953 ***********************************************************************
 AC7953  CBN         -  This is a Cooperative Base Network Control Station.
 AC7953  DESIGNATION -  40 071.00
 AC7953  PID         -  AC7953
 AC7953  STATE/COUNTY-  SD/SHANNON
 AC7953  COUNTRY     -  US
 AC7953  USGS QUAD   -  RED SHIRT (2017)
 AC7953
 AC7953                         *CURRENT SURVEY CONTROL
 AC7953  ______________________________________________________________________
 AC7953* NAD 83(2011) POSITION- 43 39 28.62607(N) 102 53 35.77624(W)   ADJUSTED
 AC7953* NAD 83(2011) ELLIP HT-   851.645 (meters)        (06/27/12)   ADJUSTED
 AC7953* NAD 83(2011) EPOCH   -  2010.00
 AC7953* NAVD 88 ORTHO HEIGHT -   868.9   (meters)     2851.    (feet) GPS OBS
 AC7953  ______________________________________________________________________
 AC7953  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7953  GEOID HEIGHT    -        -17.212 (meters)                     GEOID96
 AC7953  GEOID HEIGHT    -        -17.270 (meters)                     GEOID18
 AC7953  NAD 83(2011) X  - -1,031,424.621 (meters)                     COMP
 AC7953  NAD 83(2011) Y  - -4,505,867.992 (meters)                     COMP
 AC7953  NAD 83(2011) Z  -  4,381,262.677 (meters)                     COMP
 AC7953  LAPLACE CORR    -         -7.21  (seconds)                    DEFLEC18
 AC7953
 AC7953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7953  Standards:
 AC7953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7953  -------------------------------------------------------------------
 AC7953  NETWORK    0.92   2.37           0.43   0.30   1.21     -0.08293536
 AC7953  -------------------------------------------------------------------
 AC7953  Click here for local accuracies and other accuracy information.
 AC7953
 AC7953.The horizontal coordinates were established by GPS observations
 AC7953.and adjusted by the National Geodetic Survey in June 2012.
 AC7953
 AC7953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7953.been affixed to the stable North American tectonic plate. See 
 AC7953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7953
 AC7953.The horizontal coordinates are valid at the epoch date displayed above
 AC7953.which is a decimal equivalence of Year/Month/Day.
 AC7953
 AC7953.The orthometric height was determined by GPS observations and a
 AC7953.high-resolution geoid model.
 AC7953
 AC7953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7953.GEOID18 height accuracy estimate available here.
 AC7953
 AC7953.Click photographs - Photos may exist for this station.
 AC7953
 AC7953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7953
 AC7953.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7953
 AC7953.The ellipsoidal height was determined by GPS observations
 AC7953.and is referenced to NAD 83.
 AC7953
 AC7953. The following values were computed from the NAD 83(2011) position.
 AC7953
 AC7953;                    North         East     Units Scale Factor Converg.
 AC7953;SPC SD S     -   150,335.347   393,553.112   MT  0.99990711   -1 45 57.5
 AC7953;SPC SD S     -   493,225.22  1,291,182.17   sFT  0.99990711   -1 45 57.5
 AC7953;UTM  13      - 4,836,039.956   669,874.291   MT  0.99995496   +1 27 17.0
 AC7953
 AC7953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7953!SPC SD S     -   0.99986647  x   0.99990711  =   0.99977359
 AC7953!UTM  13      -   0.99986647  x   0.99995496  =   0.99982144
 AC7953
 AC7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6987436039(NAD 83)
 AC7953
 AC7953                          SUPERSEDED SURVEY CONTROL
 AC7953
 AC7953  NAD 83(2007)-  43 39 28.62594(N)    102 53 35.77736(W) AD(2002.00) 0
 AC7953  ELLIP H (02/10/07)  851.673  (m)                       GP(2002.00)    
 AC7953  ELLIP H (04/15/04)  851.660  (m)                       GP(       ) 2 1
 AC7953  NAD 83(1996)-  43 39 28.62527(N)    102 53 35.77746(W) AD(       ) B
 AC7953  ELLIP H (04/18/97)  851.704  (m)                       GP(       ) 4 1
 AC7953
 AC7953.Superseded values are not recommended for survey control.
 AC7953
 AC7953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7953.See file dsdata.pdf to determine how the superseded data were derived.
 AC7953
 AC7953_MARKER: Z = SEE DESCRIPTION
 AC7953_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7953_STAMPING: 40-71.00 1995
 AC7953_MARK LOGO: NGS
 AC7953_PROJECTION: FLUSH
 AC7953_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7953+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7953_ROD/PIPE-DEPTH: 12.8 meters
 AC7953_SLEEVE-DEPTH  : 1.8 meters
 AC7953
 AC7953  HISTORY     - Date     Condition        Report By
 AC7953  HISTORY     - 1995     MONUMENTED       SDDT
 AC7953  HISTORY     - 19960927 GOOD             SDDT
 AC7953
 AC7953                          STATION DESCRIPTION
 AC7953
 AC7953'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7953'THE STATION IS LOCATED ABOUT 23.0 MI (37.0 KM) SOUTHEAST OF HERMOSA,
 AC7953'AND 0.9 MI (1.4 KM) SOUTH OF THE CHEYENNE RIVER, ON STATE HIGHWAY 40.
 AC7953'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7953'JUNCTION OF STATE HIGHWAYS 79 NORTH AND 40 EAST IN HERMOSA, GO EAST ON
 AC7953'STATE HIGHWAY 40 FOR 22.7 MI (36.5 KM) TO THE STATION ON THE LEFT.
 AC7953'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7953'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7953'PIPE.  LOCATED 74.0 FT (22.6 M) EAST OF THE HIGHWAY CENTERLINE, 47
 AC7953'FEET (14.3 M) NORTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 1.0 FT
 AC7953'(0.3 M) WEST OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) EAST OF A
 AC7953'METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7953'LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0517 ***********************************************************************
 OT0517  DESIGNATION -  4061 DW 4063 548
 OT0517  PID         -  OT0517
 OT0517  STATE/COUNTY-  SD/FALL RIVER
 OT0517  COUNTRY     -  US
 OT0517  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0517
 OT0517                         *CURRENT SURVEY CONTROL
 OT0517  ______________________________________________________________________
 OT0517* NAD 83(1986) POSITION- 43 25 40.     (N) 103 37 09.     (W)   SCALED
 OT0517* NAVD 88 ORTHO HEIGHT -  1239.135 (meters)     4065.40  (feet) ADJUSTED
 OT0517  ______________________________________________________________________
 OT0517  GEOID HEIGHT    -        -15.055 (meters)                     GEOID18
 OT0517  DYNAMIC HEIGHT  -       1238.591 (meters)     4063.61  (feet) COMP
 OT0517  MODELED GRAVITY -    980,137.2   (mgal)                       NAVD 88
 OT0517
 OT0517  VERT ORDER      -  FIRST     CLASS II
 OT0517
 OT0517.The horizontal coordinates were scaled from a map and have
 OT0517.an estimated accuracy of +/- 6 seconds.
 OT0517
 OT0517.The orthometric height was determined by differential leveling and
 OT0517.adjusted by the NATIONAL GEODETIC SURVEY
 OT0517.in June 1991.
 OT0517
 OT0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0517.GEOID18 height accuracy estimate available here.
 OT0517
 OT0517.Click photographs - Photos may exist for this station.
 OT0517
 OT0517.The dynamic height is computed by dividing the NAVD 88
 OT0517.geopotential number by the normal gravity value computed on the
 OT0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0517.degrees latitude (g = 980.6199 gals.).
 OT0517
 OT0517.The modeled gravity was interpolated from observed gravity values.
 OT0517
 OT0517;                    North         East    Units  Estimated Accuracy
 OT0517;SPC SD S     -   126,850.      334,030.      MT  (+/- 180 meters Scaled)
 OT0517
 OT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ117092(NAD 83)
 OT0517
 OT0517                          SUPERSEDED SURVEY CONTROL
 OT0517
 OT0517  NGVD 29 (??/??/92) 1238.572  (m)         4063.55   (f) ADJ UNCH    1 2
 OT0517
 OT0517.Superseded values are not recommended for survey control.
 OT0517
 OT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0517.See file dsdata.pdf to determine how the superseded data were derived.
 OT0517
 OT0517_MARKER: P = PIPE CAP
 OT0517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0517_STAMPING: 4061 DW 4063 548
 OT0517_MARK LOGO: USGS
 OT0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0517
 OT0517  HISTORY     - Date     Condition        Report By
 OT0517  HISTORY     - 1898     MONUMENTED       USGS
 OT0517  HISTORY     - 1963     GOOD             CGS
 OT0517  HISTORY     - 1985     GOOD             NGS
 OT0517
 OT0517                          STATION DESCRIPTION
 OT0517
 OT0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0517'3.6 MI E FROM MINNEKAHTA.
 OT0517'ABOUT 3.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0517'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, AT A CROSSING
 OT0517'OF THE RAILROAD AND A PRIVATE ROAD, IN SECTION 23, T 7 S, R 4 E,
 OT0517'0.4 MILE WEST OF MILE POST 4, 40 1/2 FEET NORTH OF THE NORTH RAIL,
 OT0517'20 FEET WEST-SOUTHWEST OF A POWER POLE, 49 FEET WEST OF THE CENTER
 OT0517'OF A GATE, 7 FEET SOUTH OF A FENCE, 6.8 FEET SOUTH OF A METAL
 OT0517'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND ON THE TOP OF A
 OT0517'3 1/2-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
 OT0517
 OT0517                          STATION RECOVERY (1985)
 OT0517
 OT0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0517'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.5 KM
 OT0517'(7.8 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US HIGHWAY 385
 OT0517'AT HOT SPRINGS, AT THE NORTHWEST END OF A CURVE, 0.25 KM (0.15 MI)
 OT0517'SOUTHEAST OF MILEPOST 28, 68.5 METERS (224.5 FT) NORTHEAST OF THE
 OT0517'HIGHWAY CENTERLINE, 14.9 METERS (49 FT) WEST OF THE CENTER OF A DIRT
 OT0517'ROAD, 6.1 METERS (20 FT) WEST OF THE NORTH POLE OF A POWER LINE
 OT0517'CROSSING THE HIGHWAY AND 2.1 METERS (7 FT) SOUTH OF A FENCE.
 OT0517'THE MARK IS 2.0 METERS  S FROM  A WITNESS POST
 OT0517'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0567 ***********************************************************************
 OS0567  DESIGNATION -  42
 OS0567  PID         -  OS0567
 OS0567  STATE/COUNTY-  SD/JACKSON
 OS0567  COUNTRY     -  US
 OS0567  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0567
 OS0567                         *CURRENT SURVEY CONTROL
 OS0567  ______________________________________________________________________
 OS0567* NAD 83(1986) POSITION- 43 57 56.     (N) 101 51 38.     (W)   SCALED
 OS0567* NAVD 88 ORTHO HEIGHT -   724.132 (meters)     2375.76  (feet) ADJUSTED
 OS0567  ______________________________________________________________________
 OS0567  GEOID HEIGHT    -        -20.376 (meters)                     GEOID18
 OS0567  DYNAMIC HEIGHT  -        723.910 (meters)     2375.03  (feet) COMP
 OS0567  MODELED GRAVITY -    980,288.4   (mgal)                       NAVD 88
 OS0567
 OS0567  VERT ORDER      -  SECOND    CLASS 0
 OS0567
 OS0567.The horizontal coordinates were scaled from a map and have
 OS0567.an estimated accuracy of +/- 6 seconds.
 OS0567
 OS0567.The orthometric height was determined by differential leveling and
 OS0567.adjusted by the NATIONAL GEODETIC SURVEY
 OS0567.in June 1991.
 OS0567
 OS0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0567.GEOID18 height accuracy estimate available here.
 OS0567
 OS0567.Click photographs - Photos may exist for this station.
 OS0567
 OS0567.The dynamic height is computed by dividing the NAVD 88
 OS0567.geopotential number by the normal gravity value computed on the
 OS0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0567.degrees latitude (g = 980.6199 gals.).
 OS0567
 OS0567.The modeled gravity was interpolated from observed gravity values.
 OS0567
 OS0567;                    North         East    Units  Estimated Accuracy
 OS0567;SPC SD S     -   182,460.      477,450.      MT  (+/- 180 meters Scaled)
 OS0567
 OS0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP705720(NAD 83)
 OS0567
 OS0567                          SUPERSEDED SURVEY CONTROL
 OS0567
 OS0567  NGVD 29 (??/??/92)  723.677  (m)         2374.26   (f) ADJ UNCH    2 0
 OS0567
 OS0567.Superseded values are not recommended for survey control.
 OS0567
 OS0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0567.See file dsdata.pdf to determine how the superseded data were derived.
 OS0567
 OS0567_MARKER: DD = SURVEY DISK
 OS0567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0567_SP_SET: CULVERT HEADWALL
 OS0567_STAMPING: 42 WHV 2374 1957
 OS0567_MARK LOGO: USGS
 OS0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0567+STABILITY: SURFACE MOTION
 OS0567
 OS0567  HISTORY     - Date     Condition        Report By
 OS0567  HISTORY     - 1957     MONUMENTED       USGS
 OS0567  HISTORY     - 1962     GOOD             CGS
 OS0567
 OS0567                          STATION DESCRIPTION
 OS0567
 OS0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0567'2.7 MI E FROM COTTONWOOD.
 OS0567'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0567'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0567'THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, 15 FEET SOUTH OF
 OS0567'THE CENTER LINE OF THE OLD HIGHWAY, 78 FEET WEST OF THE CENTER
 OS0567'LINE OF A NORTH-SOUTH GRAVELED ROAD, ABOUT LEVEL WITH THE OLD
 OS0567'HIGHWAY, AND SET IN THE TOP OF THE CENTER OF THE SOUTH
 OS0567'HEADWALL OF A SMALL CONCRETE TUB CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0584 ***********************************************************************
 OS0584  DESIGNATION -  43
 OS0584  PID         -  OS0584
 OS0584  STATE/COUNTY-  SD/JACKSON
 OS0584  COUNTRY     -  US
 OS0584  USGS QUAD   -  COTTONWOOD (2017)
 OS0584
 OS0584                         *CURRENT SURVEY CONTROL
 OS0584  ______________________________________________________________________
 OS0584* NAD 83(1986) POSITION- 43 57 57.     (N) 101 55 22.     (W)   SCALED
 OS0584* NAVD 88 ORTHO HEIGHT -   738.540 (meters)     2423.03  (feet) ADJUSTED
 OS0584  ______________________________________________________________________
 OS0584  GEOID HEIGHT    -        -20.141 (meters)                     GEOID18
 OS0584  DYNAMIC HEIGHT  -        738.315 (meters)     2422.29  (feet) COMP
 OS0584  MODELED GRAVITY -    980,290.5   (mgal)                       NAVD 88
 OS0584
 OS0584  VERT ORDER      -  SECOND    CLASS 0
 OS0584
 OS0584.The horizontal coordinates were scaled from a map and have
 OS0584.an estimated accuracy of +/- 6 seconds.
 OS0584
 OS0584.The orthometric height was determined by differential leveling and
 OS0584.adjusted by the NATIONAL GEODETIC SURVEY
 OS0584.in June 1991.
 OS0584
 OS0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0584.GEOID18 height accuracy estimate available here.
 OS0584
 OS0584.Click photographs - Photos may exist for this station.
 OS0584
 OS0584.The dynamic height is computed by dividing the NAVD 88
 OS0584.geopotential number by the normal gravity value computed on the
 OS0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0584.degrees latitude (g = 980.6199 gals.).
 OS0584
 OS0584.The modeled gravity was interpolated from observed gravity values.
 OS0584
 OS0584;                    North         East    Units  Estimated Accuracy
 OS0584;SPC SD S     -   182,580.      472,460.      MT  (+/- 180 meters Scaled)
 OS0584
 OS0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP655722(NAD 83)
 OS0584
 OS0584                          SUPERSEDED SURVEY CONTROL
 OS0584
 OS0584  NGVD 29 (??/??/92)  738.086  (m)         2421.54   (f) ADJ UNCH    2 0
 OS0584
 OS0584.Superseded values are not recommended for survey control.
 OS0584
 OS0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0584.See file dsdata.pdf to determine how the superseded data were derived.
 OS0584
 OS0584_MARKER: DD = SURVEY DISK
 OS0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0584_STAMPING: 43 WHV 2422 1957
 OS0584_MARK LOGO: USGS
 OS0584_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0584+STABILITY: SURFACE MOTION
 OS0584
 OS0584  HISTORY     - Date     Condition        Report By
 OS0584  HISTORY     - 1957     MONUMENTED       USGS
 OS0584  HISTORY     - 1962     GOOD             CGS
 OS0584
 OS0584                          STATION DESCRIPTION
 OS0584
 OS0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0584'1.2 MI W FROM COTTONWOOD.
 OS0584'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0584'AT COTTONWOOD, THENCE 1.05 MILES WEST ALONG U.S. HIGHWAY 14 IN
 OS0584'SECTION 11, T 1 S, R 18 E, 101 FEET NORTH OF THE CENTER LINE OF
 OS0584'HIGHWAY, 2 FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A FENCE,
 OS0584'3.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 OS0584'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OS0584'PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0709 ***********************************************************************
 OT0709  DESIGNATION -  44 089.56
 OT0709  PID         -  OT0709
 OT0709  STATE/COUNTY-  SD/PENNINGTON
 OT0709  COUNTRY     -  US
 OT0709  USGS QUAD   -  SCENIC (2017)
 OT0709
 OT0709                         *CURRENT SURVEY CONTROL
 OT0709  ______________________________________________________________________
 OT0709* NAD 83(1986) POSITION- 43 46 06.     (N) 102 31 16.     (W)   SCALED
 OT0709* NAVD 88 ORTHO HEIGHT -   849.876 (meters)     2788.30  (feet) ADJUSTED
 OT0709  ______________________________________________________________________
 OT0709  GEOID HEIGHT    -        -18.238 (meters)                     GEOID18
 OT0709  DYNAMIC HEIGHT  -        849.595 (meters)     2787.38  (feet) COMP
 OT0709  MODELED GRAVITY -    980,260.0   (mgal)                       NAVD 88
 OT0709
 OT0709  VERT ORDER      -  FIRST     CLASS II
 OT0709
 OT0709.The horizontal coordinates were scaled from a map and have
 OT0709.an estimated accuracy of +/- 6 seconds.
 OT0709
 OT0709.The orthometric height was determined by differential leveling and
 OT0709.adjusted by the NATIONAL GEODETIC SURVEY
 OT0709.in June 1991.
 OT0709
 OT0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0709.GEOID18 height accuracy estimate available here.
 OT0709
 OT0709.Click photographs - Photos may exist for this station.
 OT0709
 OT0709.The dynamic height is computed by dividing the NAVD 88
 OT0709.geopotential number by the normal gravity value computed on the
 OT0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0709.degrees latitude (g = 980.6199 gals.).
 OT0709
 OT0709.The modeled gravity was interpolated from observed gravity values.
 OT0709
 OT0709;                    North         East    Units  Estimated Accuracy
 OT0709;SPC SD S     -   161,740.      423,880.      MT  (+/- 180 meters Scaled)
 OT0709
 OT0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ995491(NAD 83)
 OT0709
 OT0709                          SUPERSEDED SURVEY CONTROL
 OT0709
 OT0709.No superseded survey control is available for this station.
 OT0709
 OT0709_MARKER: DD = SURVEY DISK
 OT0709_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0709_SP_SET: WINGWALL ATTACHED TO ABUTMENT
 OT0709_STAMPING: 44-89.56 77 2786.69
 OT0709_MARK LOGO: SDDT
 OT0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0709+STABILITY: SURFACE MOTION
 OT0709
 OT0709  HISTORY     - Date     Condition        Report By
 OT0709  HISTORY     - 1977     MONUMENTED       SDDT
 OT0709  HISTORY     - 1985     GOOD             NGS
 OT0709
 OT0709                          STATION DESCRIPTION
 OT0709
 OT0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0709'4.4 KM (2.75 MI) SE FROM SCENIC.
 OT0709'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0709'IN SCENIC, THENCE 3.65 KM (2.3 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0709'IN TOP OF AND 0.7 METER (2.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 OT0709'SOUTHWEST WINGWALL FOR A BRIDGE OVER A DRY WASH, 0.75 KM (0.45 MI)
 OT0709'NORTHWEST OF MILEPOST 90 AND 7.3 METERS (24 FT) SOUTHWEST OF THE
 OT0709'HIGHWAY CENTERLINE.
 OT0709'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0711 ***********************************************************************
 OT0711  DESIGNATION -  44 092.00
 OT0711  PID         -  OT0711
 OT0711  STATE/COUNTY-  SD/PENNINGTON
 OT0711  COUNTRY     -  US
 OT0711  USGS QUAD   -  IMLAY (2017)
 OT0711
 OT0711                         *CURRENT SURVEY CONTROL
 OT0711  ______________________________________________________________________
 OT0711* NAD 83(1986) POSITION- 43 44 41.     (N) 102 29 14.     (W)   SCALED
 OT0711* NAVD 88 ORTHO HEIGHT -   834.731 (meters)     2738.61  (feet) ADJUSTED
 OT0711  ______________________________________________________________________
 OT0711  GEOID HEIGHT    -        -18.350 (meters)                     GEOID18
 OT0711  DYNAMIC HEIGHT  -        834.452 (meters)     2737.70  (feet) COMP
 OT0711  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 OT0711
 OT0711  VERT ORDER      -  FIRST     CLASS II
 OT0711
 OT0711.The horizontal coordinates were scaled from a map and have
 OT0711.an estimated accuracy of +/- 6 seconds.
 OT0711
 OT0711.The orthometric height was determined by differential leveling and
 OT0711.adjusted by the NATIONAL GEODETIC SURVEY
 OT0711.in June 1991.
 OT0711
 OT0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0711.GEOID18 height accuracy estimate available here.
 OT0711
 OT0711.Click photographs - Photos may exist for this station.
 OT0711
 OT0711.The dynamic height is computed by dividing the NAVD 88
 OT0711.geopotential number by the normal gravity value computed on the
 OT0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0711.degrees latitude (g = 980.6199 gals.).
 OT0711
 OT0711.The modeled gravity was interpolated from observed gravity values.
 OT0711
 OT0711;                    North         East    Units  Estimated Accuracy
 OT0711;SPC SD S     -   159,040.      426,540.      MT  (+/- 180 meters Scaled)
 OT0711
 OT0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ023465(NAD 83)
 OT0711
 OT0711                          SUPERSEDED SURVEY CONTROL
 OT0711
 OT0711.No superseded survey control is available for this station.
 OT0711
 OT0711_MARKER: DD = SURVEY DISK
 OT0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0711_STAMPING: 44-92.00 77 2736.97
 OT0711_MARK LOGO: SDDT
 OT0711_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0711+STABILITY: SURFACE MOTION
 OT0711
 OT0711  HISTORY     - Date     Condition        Report By
 OT0711  HISTORY     - 1977     MONUMENTED       SDDT
 OT0711  HISTORY     - 1985     GOOD             NGS
 OT0711
 OT0711                          STATION DESCRIPTION
 OT0711
 OT0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0711'8.3 KM (5.15 MI) SE FROM SCENIC.
 OT0711'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0711'IN SCENIC, THENCE 7.6 KM (4.75 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0711'0.67 KM (0.42 MI) NORTH OF THE EAST BOUNDARY OF THE BADLANDS NATIONAL
 OT0711'PARK, AT THE SOUTHEAST END OF AN S CURVE, 9.9 METERS (32.5 FT) NORTH
 OT0711'OF THE HIGHWAY CENTERLINE AND 105.7 METERS (347 FT) EAST ACROSS THE
 OT0711'HIGHWAY FROM MILEPOST 92.
 OT0711'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 OT0711'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0712 ***********************************************************************
 OT0712  DESIGNATION -  44 093.14
 OT0712  PID         -  OT0712
 OT0712  STATE/COUNTY-  SD/PENNINGTON
 OT0712  COUNTRY     -  US
 OT0712  USGS QUAD   -  IMLAY (2017)
 OT0712
 OT0712                         *CURRENT SURVEY CONTROL
 OT0712  ______________________________________________________________________
 OT0712* NAD 83(1986) POSITION- 43 44 15.     (N) 102 28 03.     (W)   SCALED
 OT0712* NAVD 88 ORTHO HEIGHT -   826.126 (meters)     2710.38  (feet) ADJUSTED
 OT0712  ______________________________________________________________________
 OT0712  GEOID HEIGHT    -        -18.414 (meters)                     GEOID18
 OT0712  DYNAMIC HEIGHT  -        825.851 (meters)     2709.48  (feet) COMP
 OT0712  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 OT0712
 OT0712  VERT ORDER      -  FIRST     CLASS II
 OT0712
 OT0712.The horizontal coordinates were scaled from a map and have
 OT0712.an estimated accuracy of +/- 6 seconds.
 OT0712
 OT0712.The orthometric height was determined by differential leveling and
 OT0712.adjusted by the NATIONAL GEODETIC SURVEY
 OT0712.in June 1991.
 OT0712
 OT0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0712.GEOID18 height accuracy estimate available here.
 OT0712
 OT0712.Click photographs - Photos may exist for this station.
 OT0712
 OT0712.The dynamic height is computed by dividing the NAVD 88
 OT0712.geopotential number by the normal gravity value computed on the
 OT0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0712.degrees latitude (g = 980.6199 gals.).
 OT0712
 OT0712.The modeled gravity was interpolated from observed gravity values.
 OT0712
 OT0712;                    North         East    Units  Estimated Accuracy
 OT0712;SPC SD S     -   158,200.      428,110.      MT  (+/- 180 meters Scaled)
 OT0712
 OT0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ039458(NAD 83)
 OT0712
 OT0712                          SUPERSEDED SURVEY CONTROL
 OT0712
 OT0712.No superseded survey control is available for this station.
 OT0712
 OT0712_MARKER: DD = SURVEY DISK
 OT0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0712_STAMPING: 44-93.14 77 2708.71
 OT0712_MARK LOGO: SDDT
 OT0712_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0712+STABILITY: SURFACE MOTION
 OT0712
 OT0712  HISTORY     - Date     Condition        Report By
 OT0712  HISTORY     - 1977     MONUMENTED       SDDT
 OT0712  HISTORY     - 1985     GOOD             NGS
 OT0712
 OT0712                          STATION DESCRIPTION
 OT0712
 OT0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0712'10.2 KM (6.35 MI) SE FROM SCENIC.
 OT0712'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0712'IN SCENIC, THENCE 9.45 KM (5.9 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0712'0.33 KM (0.2 MI) SOUTHEAST OF MILEPOST 93, 30.5 METERS (100 FT) NORTH
 OT0712'OF THE HIGHWAY CENTERLINE, 34.1 METERS (112 FT) EAST OF THE EAST END
 OT0712'OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) SOUTH OF THE
 OT0712'RIGHT-OF-WAY FENCE.
 OT0712'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 OT0712'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0717 ***********************************************************************
 OT0717  DESIGNATION -  44 107.43
 OT0717  PID         -  OT0717
 OT0717  STATE/COUNTY-  SD/PENNINGTON
 OT0717  COUNTRY     -  US
 OT0717  USGS QUAD   -  CONATA (2017)
 OT0717
 OT0717                         *CURRENT SURVEY CONTROL
 OT0717  ______________________________________________________________________
 OT0717* NAD 83(1986) POSITION- 43 43 10.     (N) 102 11 20.     (W)   SCALED
 OT0717* NAVD 88 ORTHO HEIGHT -   747.778 (meters)     2453.34  (feet) ADJUSTED
 OT0717  ______________________________________________________________________
 OT0717  GEOID HEIGHT    -        -19.265 (meters)                     GEOID18
 OT0717  DYNAMIC HEIGHT  -        747.539 (meters)     2452.55  (feet) COMP
 OT0717  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 OT0717
 OT0717  VERT ORDER      -  FIRST     CLASS II
 OT0717
 OT0717.The horizontal coordinates were scaled from a map and have
 OT0717.an estimated accuracy of +/- 6 seconds.
 OT0717
 OT0717.The orthometric height was determined by differential leveling and
 OT0717.adjusted by the NATIONAL GEODETIC SURVEY
 OT0717.in June 1991.
 OT0717
 OT0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0717.GEOID18 height accuracy estimate available here.
 OT0717
 OT0717.Click photographs - Photos may exist for this station.
 OT0717
 OT0717.The dynamic height is computed by dividing the NAVD 88
 OT0717.geopotential number by the normal gravity value computed on the
 OT0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0717.degrees latitude (g = 980.6199 gals.).
 OT0717
 OT0717.The modeled gravity was interpolated from observed gravity values.
 OT0717
 OT0717;                    North         East    Units  Estimated Accuracy
 OT0717;SPC SD S     -   155,660.      450,500.      MT  (+/- 180 meters Scaled)
 OT0717
 OT0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ264445(NAD 83)
 OT0717
 OT0717                          SUPERSEDED SURVEY CONTROL
 OT0717
 OT0717.No superseded survey control is available for this station.
 OT0717
 OT0717_MARKER: DD = SURVEY DISK
 OT0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0717_STAMPING: 44-107.43 85
 OT0717_MARK LOGO: SDDT
 OT0717_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0717+STABILITY: SURFACE MOTION
 OT0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0717+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 OT0717
 OT0717  HISTORY     - Date     Condition        Report By
 OT0717  HISTORY     - 1985     MONUMENTED       SDDT
 OT0717  HISTORY     - 1985     GOOD             NGS
 OT0717  HISTORY     - 20120723 GOOD             INDIV
 OT0717
 OT0717                          STATION DESCRIPTION
 OT0717
 OT0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0717'17.9 KM (11.1 MI) WEST FROM INTERIOR.
 OT0717'17.9 KM (11.2 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0717'STATE HIGHWAY 377 IN INTERIOR, IN THE NORTHWEST CORNER OF THE T
 OT0717'JUNCTION OF CONATA ROAD, 0.45 KM (0.3 MI) EAST OF MILEPOST 107, 30.8
 OT0717'METERS (101 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.1 METERS (59.5 FT)
 OT0717'WEST OF THE CENTER OF THE ROAD, 1.7 METERS (5.5 FT) WEST OF A FENCE
 OT0717'CORNER AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 OT0717'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0717'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0717
 OT0717                          STATION RECOVERY (2012)
 OT0717
 OT0717'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0723 ***********************************************************************
 OT0723  DESIGNATION -  44 114.95
 OT0723  PID         -  OT0723
 OT0723  STATE/COUNTY-  SD/PENNINGTON
 OT0723  COUNTRY     -  US
 OT0723  USGS QUAD   -  CONATA NE (2017)
 OT0723
 OT0723                         *CURRENT SURVEY CONTROL
 OT0723  ______________________________________________________________________
 OT0723* NAD 83(1986) POSITION- 43 42 43.     (N) 102 02 38.     (W)   SCALED
 OT0723* NAVD 88 ORTHO HEIGHT -   723.514 (meters)     2373.73  (feet) ADJUSTED
 OT0723  ______________________________________________________________________
 OT0723  GEOID HEIGHT    -        -19.700 (meters)                     GEOID18
 OT0723  DYNAMIC HEIGHT  -        723.283 (meters)     2372.97  (feet) COMP
 OT0723  MODELED GRAVITY -    980,276.8   (mgal)                       NAVD 88
 OT0723
 OT0723  VERT ORDER      -  FIRST     CLASS II
 OT0723
 OT0723.The horizontal coordinates were scaled from a map and have
 OT0723.an estimated accuracy of +/- 6 seconds.
 OT0723
 OT0723.The orthometric height was determined by differential leveling and
 OT0723.adjusted by the NATIONAL GEODETIC SURVEY
 OT0723.in June 1991.
 OT0723
 OT0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0723.GEOID18 height accuracy estimate available here.
 OT0723
 OT0723.Click photographs - Photos may exist for this station.
 OT0723
 OT0723.The dynamic height is computed by dividing the NAVD 88
 OT0723.geopotential number by the normal gravity value computed on the
 OT0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0723.degrees latitude (g = 980.6199 gals.).
 OT0723
 OT0723.The modeled gravity was interpolated from observed gravity values.
 OT0723
 OT0723;                    North         East    Units  Estimated Accuracy
 OT0723;SPC SD S     -   154,570.      462,160.      MT  (+/- 180 meters Scaled)
 OT0723
 OT0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ381441(NAD 83)
 OT0723
 OT0723                          SUPERSEDED SURVEY CONTROL
 OT0723
 OT0723.No superseded survey control is available for this station.
 OT0723
 OT0723_MARKER: DD = SURVEY DISK
 OT0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0723_STAMPING: 44-114.95 85
 OT0723_MARK LOGO: SDDT
 OT0723_PROJECTION: PROJECTING 2 CENTIMETERS
 OT0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0723+STABILITY: SURFACE MOTION
 OT0723
 OT0723  HISTORY     - Date     Condition        Report By
 OT0723  HISTORY     - 1985     MONUMENTED       SDDT
 OT0723  HISTORY     - 1985     GOOD             NGS
 OT0723
 OT0723                          STATION DESCRIPTION
 OT0723
 OT0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0723'5.7 KM (3.55 MI) WEST FROM INTERIOR.
 OT0723'5.7 KM (3.55 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0723'STATE HIGHWAY 377 IN INTERIOR, 2.25 KM (1.4 MI) WEST OF THE
 OT0723'PENNINGTON-JACKSON COUNTY LINE, 22.2 METERS (73 FT) NORTHWEST OF THE
 OT0723'HIGHWAY CENTERLINE, 18.0 METERS (59 FT) SOUTHWEST OF THE SOUTHWEST END
 OT0723'OF A WIRE GATE AND 2.7 METERS (9 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 OT0723'FENCE.
 OT0723'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OT0723'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7904 ***********************************************************************
 AC7904  CBN         -  This is a Cooperative Base Network Control Station.
 AC7904  DESIGNATION -  44 135.62
 AC7904  PID         -  AC7904
 AC7904  STATE/COUNTY-  SD/JACKSON
 AC7904  COUNTRY     -  US
 AC7904  USGS QUAD   -  INTERIOR SE (2017)
 AC7904
 AC7904                         *CURRENT SURVEY CONTROL
 AC7904  ______________________________________________________________________
 AC7904* NAD 83(2011) POSITION- 43 32 55.05307(N) 101 52 00.45381(W)   ADJUSTED
 AC7904* NAD 83(2011) ELLIP HT-   840.237 (meters)        (06/27/12)   ADJUSTED
 AC7904* NAD 83(2011) EPOCH   -  2010.00
 AC7904* NAVD 88 ORTHO HEIGHT -   860.3   (meters)     2823.    (feet) GPS OBS
 AC7904  ______________________________________________________________________
 AC7904  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7904  GEOID HEIGHT    -        -20.046 (meters)                     GEOID96
 AC7904  GEOID HEIGHT    -        -20.120 (meters)                     GEOID18
 AC7904  NAD 83(2011) X  -   -952,260.021 (meters)                     COMP
 AC7904  NAD 83(2011) Y  - -4,531,813.334 (meters)                     COMP
 AC7904  NAD 83(2011) Z  -  4,372,457.902 (meters)                     COMP
 AC7904  LAPLACE CORR    -         -8.48  (seconds)                    DEFLEC18
 AC7904
 AC7904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7904  Standards:
 AC7904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7904  -------------------------------------------------------------------
 AC7904  NETWORK    0.93   2.29           0.44   0.29   1.17     -0.08220185
 AC7904  -------------------------------------------------------------------
 AC7904  Click here for local accuracies and other accuracy information.
 AC7904
 AC7904.The horizontal coordinates were established by GPS observations
 AC7904.and adjusted by the National Geodetic Survey in June 2012.
 AC7904
 AC7904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7904.been affixed to the stable North American tectonic plate. See 
 AC7904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7904
 AC7904.The horizontal coordinates are valid at the epoch date displayed above
 AC7904.which is a decimal equivalence of Year/Month/Day.
 AC7904
 AC7904.The orthometric height was determined by GPS observations and a
 AC7904.high-resolution geoid model.
 AC7904
 AC7904.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7904.GEOID18 height accuracy estimate available here.
 AC7904
 AC7904.Click photographs - Photos may exist for this station.
 AC7904
 AC7904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7904
 AC7904.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7904
 AC7904.The ellipsoidal height was determined by GPS observations
 AC7904.and is referenced to NAD 83.
 AC7904
 AC7904. The following values were computed from the NAD 83(2011) position.
 AC7904
 AC7904;                    North         East     Units Scale Factor Converg.
 AC7904;SPC SD S     -   136,151.918   476,096.962   MT  0.99990761   -1 03 28.3
 AC7904;SPC SD S     -   446,691.75  1,561,994.78   sFT  0.99990761   -1 03 28.3
 AC7904;UTM  14      - 4,825,735.047   268,417.112   MT  1.00025973   -1 58 33.6
 AC7904
 AC7904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7904!SPC SD S     -   0.99986826  x   0.99990761  =   0.99977588
 AC7904!UTM  14      -   0.99986826  x   1.00025973  =   1.00012795
 AC7904
 AC7904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6841725735(NAD 83)
 AC7904
 AC7904                          SUPERSEDED SURVEY CONTROL
 AC7904
 AC7904  NAD 83(2007)-  43 32 55.05298(N)    101 52 00.45492(W) AD(2002.00) 0
 AC7904  ELLIP H (02/10/07)  840.265  (m)                       GP(2002.00)    
 AC7904  ELLIP H (04/15/04)  840.252  (m)                       GP(       ) 2 1
 AC7904  NAD 83(1996)-  43 32 55.05237(N)    101 52 00.45498(W) AD(       ) B
 AC7904  ELLIP H (04/18/97)  840.298  (m)                       GP(       ) 4 1
 AC7904
 AC7904.Superseded values are not recommended for survey control.
 AC7904
 AC7904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7904.See file dsdata.pdf to determine how the superseded data were derived.
 AC7904
 AC7904_MARKER: Z = SEE DESCRIPTION
 AC7904_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7904_STAMPING: 44-135.62
 AC7904_MARK LOGO: NGS
 AC7904_PROJECTION: FLUSH
 AC7904_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7904+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7904_ROD/PIPE-DEPTH: 12.8 meters
 AC7904_SLEEVE-DEPTH  : 1.8 meters
 AC7904
 AC7904  HISTORY     - Date     Condition        Report By
 AC7904  HISTORY     - 1995     MONUMENTED       SDDT
 AC7904  HISTORY     - 19960926 GOOD             NGS
 AC7904  HISTORY     - 20130116 GOOD             INDIV
 AC7904
 AC7904                          STATION DESCRIPTION
 AC7904
 AC7904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7904'THE STATION IS LOCATED ABOUT 12.4 MI (20.0 KM) WEST OF WAMBLEE ON,
 AC7904'SOUTH DAKOTA HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AC7904'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 377 IN
 AC7904'INTERIOR, GO EAST THEN SOUTH ON HIGHWAY 44 FOR 15.0 MI (24.1 KM) TO
 AC7904'THE JUNCTION OF BUREAU OF INDIAN AFFAIRS HIGHWAY 2, TURN LEFT AND GO
 AC7904'EAST ON HIGHWAY 44 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE RIGHT.
 AC7904'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7904'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7904'PIPE.  LOCATED 22.7 M (74.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M
 AC7904'(6.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, AND 0.3 M (1.0
 AC7904'FT) NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT
 AC7904'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7904
 AC7904                          STATION RECOVERY (2013)
 AC7904
 AC7904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7930 ***********************************************************************
 AC7930  CBN         -  This is a Cooperative Base Network Control Station.
 AC7930  DESIGNATION -  44 155.40
 AC7930  PID         -  AC7930
 AC7930  STATE/COUNTY-  SD/JACKSON
 AC7930  COUNTRY     -  US
 AC7930  USGS QUAD   -  BROKEN LEG DAM (2017)
 AC7930
 AC7930                         *CURRENT SURVEY CONTROL
 AC7930  ______________________________________________________________________
 AC7930* NAD 83(2011) POSITION- 43 34 39.33094(N) 101 31 13.13974(W)   ADJUSTED
 AC7930* NAD 83(2011) ELLIP HT-   814.331 (meters)        (06/27/12)   ADJUSTED
 AC7930* NAD 83(2011) EPOCH   -  2010.00
 AC7930* NAVD 88 ORTHO HEIGHT -   835.6   (meters)     2741.    (feet) GPS OBS
 AC7930  ______________________________________________________________________
 AC7930  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7930  GEOID HEIGHT    -        -21.162 (meters)                     GEOID96
 AC7930  GEOID HEIGHT    -        -21.214 (meters)                     GEOID18
 AC7930  NAD 83(2011) X  -   -924,391.478 (meters)                     COMP
 AC7930  NAD 83(2011) Y  - -4,535,297.044 (meters)                     COMP
 AC7930  NAD 83(2011) Z  -  4,374,772.338 (meters)                     COMP
 AC7930  LAPLACE CORR    -         -8.82  (seconds)                    DEFLEC18
 AC7930
 AC7930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7930  Standards:
 AC7930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7930  -------------------------------------------------------------------
 AC7930  NETWORK    1.00   2.43           0.47   0.32   1.24     -0.02192588
 AC7930  -------------------------------------------------------------------
 AC7930  Click here for local accuracies and other accuracy information.
 AC7930
 AC7930.The horizontal coordinates were established by GPS observations
 AC7930.and adjusted by the National Geodetic Survey in June 2012.
 AC7930
 AC7930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7930.been affixed to the stable North American tectonic plate. See 
 AC7930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7930
 AC7930.The horizontal coordinates are valid at the epoch date displayed above
 AC7930.which is a decimal equivalence of Year/Month/Day.
 AC7930
 AC7930.The orthometric height was determined by GPS observations and a
 AC7930.high-resolution geoid model.
 AC7930
 AC7930.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7930.GEOID18 height accuracy estimate available here.
 AC7930
 AC7930.Click photographs - Photos may exist for this station.
 AC7930
 AC7930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7930
 AC7930.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7930
 AC7930.The ellipsoidal height was determined by GPS observations
 AC7930.and is referenced to NAD 83.
 AC7930
 AC7930. The following values were computed from the NAD 83(2011) position.
 AC7930
 AC7930;                    North         East     Units Scale Factor Converg.
 AC7930;SPC SD S     -   138,911.038   504,135.928   MT  0.99990712   -0 49 07.8
 AC7930;SPC SD S     -   455,743.96  1,653,985.96   sFT  0.99990712   -0 49 07.8
 AC7930;UTM  14      - 4,828,044.911   296,504.449   MT  1.00010939   -1 44 16.6
 AC7930
 AC7930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7930!SPC SD S     -   0.99987232  x   0.99990712  =   0.99977945
 AC7930!UTM  14      -   0.99987232  x   1.00010939  =   0.99998169
 AC7930
 AC7930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9650428044(NAD 83)
 AC7930
 AC7930                          SUPERSEDED SURVEY CONTROL
 AC7930
 AC7930  NAD 83(2007)-  43 34 39.33085(N)    101 31 13.14086(W) AD(2002.00) 0
 AC7930  ELLIP H (02/10/07)  814.359  (m)                       GP(2002.00)    
 AC7930  ELLIP H (04/15/04)  814.344  (m)                       GP(       ) 2 1
 AC7930  NAD 83(1996)-  43 34 39.33025(N)    101 31 13.14095(W) AD(       ) B
 AC7930  ELLIP H (04/18/97)  814.389  (m)                       GP(       ) 4 1
 AC7930
 AC7930.Superseded values are not recommended for survey control.
 AC7930
 AC7930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7930.See file dsdata.pdf to determine how the superseded data were derived.
 AC7930
 AC7930_MARKER: Z = SEE DESCRIPTION
 AC7930_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7930_STAMPING: 44-155.40 1995
 AC7930_MARK LOGO: NGS
 AC7930_PROJECTION: FLUSH
 AC7930_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7930+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7930_ROD/PIPE-DEPTH: 12.8 meters
 AC7930_SLEEVE-DEPTH  : 1.8 meters
 AC7930
 AC7930  HISTORY     - Date     Condition        Report By
 AC7930  HISTORY     - 1995     MONUMENTED       SDDT
 AC7930  HISTORY     - 19960820 GOOD             NGS
 AC7930  HISTORY     - 20130116 GOOD             INDIV
 AC7930
 AC7930                          STATION DESCRIPTION
 AC7930
 AC7930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7930'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH OF KADOKA, 9.0 MI
 AC7930'(14.5 KM) NORTH OF LONG VALLEY, AND 8.0 MI (12.9 KM) EAST OF WAMBLEE,
 AC7930'ON STATE HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 AC7930'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE
 AC7930'HIGHWAY 73 SOUTH (EXIT 150) IN KADOKA, GO SOUTH ON STATE HIGHWAY 73
 AC7930'FOR 20.0 MI (32.2 KM) TO THE JUNCTION OF STATE HIGHWAY 44 AND THE
 AC7930'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7930'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7930'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 148.5 FT (45.3 M) EAST OF THE
 AC7930'CENTERLINE OF STATE HIGHWAY 73, 99.0 FT (30.2 M) SOUTH OF THE
 AC7930'CENTERLINE OF STATE HIGHWAY 44, 64.1 FT (19.5 M) SOUTH-SOUTHEAST OF A
 AC7930'SIGN (STATE HIGHWAY 44 EAST), 50.8 FT (15.5 M) WEST OF THE CENTER OF A
 AC7930'FIELD ENTRANCE, 1.9 FT (0.6 M) NORTH OF A FENCE, 1.8 FT (0.5 M) SOUTH
 AC7930'OF A METAL GUARD POST, 1.3 FT (0.4 M) NORTH OF A WITNESS POST, AND
 AC7930'0.01 M (0.03 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM
 AC7930'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7930
 AC7930                          STATION RECOVERY (2013)
 AC7930
 AC7930'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 AC7930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7959 ***********************************************************************
 AC7959  CBN         -  This is a Cooperative Base Network Control Station.
 AC7959  DESIGNATION -  44 176.36
 AC7959  PID         -  AC7959
 AC7959  STATE/COUNTY-  SD/MELLETTE
 AC7959  COUNTRY     -  US
 AC7959  USGS QUAD   -  CORN CREEK (2017)
 AC7959
 AC7959                         *CURRENT SURVEY CONTROL
 AC7959  ______________________________________________________________________
 AC7959* NAD 83(2011) POSITION- 43 34 25.49508(N) 101 07 47.58018(W)   ADJUSTED
 AC7959* NAD 83(2011) ELLIP HT-   790.439 (meters)        (06/27/12)   ADJUSTED
 AC7959* NAD 83(2011) EPOCH   -  2010.00
 AC7959* NAVD 88 ORTHO HEIGHT -   813.1   (meters)     2668.    (feet) GPS OBS
 AC7959  ______________________________________________________________________
 AC7959  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7959  GEOID HEIGHT    -        -22.570 (meters)                     GEOID96
 AC7959  GEOID HEIGHT    -        -22.619 (meters)                     GEOID18
 AC7959  NAD 83(2011) X  -   -893,518.659 (meters)                     COMP
 AC7959  NAD 83(2011) Y  - -4,541,762.676 (meters)                     COMP
 AC7959  NAD 83(2011) Z  -  4,374,446.480 (meters)                     COMP
 AC7959  LAPLACE CORR    -         -8.96  (seconds)                    DEFLEC18
 AC7959
 AC7959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7959  Standards:
 AC7959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7959  -------------------------------------------------------------------
 AC7959  NETWORK    1.35   3.92           0.63   0.44   2.00     -0.02906814
 AC7959  -------------------------------------------------------------------
 AC7959  Click here for local accuracies and other accuracy information.
 AC7959
 AC7959.The horizontal coordinates were established by GPS observations
 AC7959.and adjusted by the National Geodetic Survey in June 2012.
 AC7959
 AC7959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7959.been affixed to the stable North American tectonic plate. See 
 AC7959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7959
 AC7959.The horizontal coordinates are valid at the epoch date displayed above
 AC7959.which is a decimal equivalence of Year/Month/Day.
 AC7959
 AC7959.The orthometric height was determined by GPS observations and a
 AC7959.high-resolution geoid model.
 AC7959
 AC7959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7959.GEOID18 height accuracy estimate available here.
 AC7959
 AC7959.Click photographs - Photos may exist for this station.
 AC7959
 AC7959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7959
 AC7959.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7959
 AC7959.The ellipsoidal height was determined by GPS observations
 AC7959.and is referenced to NAD 83.
 AC7959
 AC7959. The following values were computed from the NAD 83(2011) position.
 AC7959
 AC7959;                    North         East     Units Scale Factor Converg.
 AC7959;SPC SD S     -   138,107.558   535,663.102   MT  0.99990717   -0 32 58.2
 AC7959;SPC SD S     -   453,107.88  1,757,421.36   sFT  0.99990717   -0 32 58.2
 AC7959;UTM  14      - 4,826,735.694   328,018.696   MT  0.99996383   -1 28 06.5
 AC7959
 AC7959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7959!SPC SD S     -   0.99987606  x   0.99990717  =   0.99978325
 AC7959!UTM  14      -   0.99987606  x   0.99996383  =   0.99983990
 AC7959
 AC7959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2801826735(NAD 83)
 AC7959
 AC7959                          SUPERSEDED SURVEY CONTROL
 AC7959
 AC7959  NAD 83(2007)-  43 34 25.49501(N)    101 07 47.58131(W) AD(2002.00) 0
 AC7959  ELLIP H (02/10/07)  790.467  (m)                       GP(2002.00)    
 AC7959  ELLIP H (04/15/04)  790.455  (m)                       GP(       ) 2 1
 AC7959  NAD 83(1996)-  43 34 25.49442(N)    101 07 47.58134(W) AD(       ) B
 AC7959  ELLIP H (04/18/97)  790.502  (m)                       GP(       ) 4 1
 AC7959
 AC7959.Superseded values are not recommended for survey control.
 AC7959
 AC7959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7959.See file dsdata.pdf to determine how the superseded data were derived.
 AC7959
 AC7959_MARKER: Z = SEE DESCRIPTION
 AC7959_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7959_STAMPING: 44-176.36 1995
 AC7959_MARK LOGO: NGS
 AC7959_PROJECTION: FLUSH
 AC7959_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7959+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7959_ROD/PIPE-DEPTH: 12.8 meters
 AC7959_SLEEVE-DEPTH  : 1.8 meters
 AC7959
 AC7959  HISTORY     - Date     Condition        Report By
 AC7959  HISTORY     - 1995     MONUMENTED       SDDT
 AC7959  HISTORY     - 19960927 GOOD             NGS
 AC7959  HISTORY     - 20130116 GOOD             INDIV
 AC7959
 AC7959                          STATION DESCRIPTION
 AC7959
 AC7959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7959'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) WEST OF WHITE RIVER AND
 AC7959'5.0 MI (8.0 KM) WEST OF CEDAR BUTTE, ON SOUTH DAKOTA HIGHWAY 44.
 AC7959'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7959'JUNCTION OF STATE HIGHWAYS 44 AND 63, 9.5 MI (15.3 KM) WEST OF CEDAR
 AC7959'BUTTE, GO EAST ON STATE HIGHWAY 44 FOR 3.9 MI (6.3 KM) TO THE STATION
 AC7959'ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7959'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7959'STEEL PIPE.  LOCATED 36.8 M (120.7 FT) NORTH OF THE HIGHWAY
 AC7959'CENTERLINE, 15.1 M (49.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE
 AC7959'ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0
 AC7959'FT) NORTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC7959'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7959
 AC7959                          STATION RECOVERY (2013)
 AC7959
 AC7959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 AC7959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7870 ***********************************************************************
 AC7870  CBN         -  This is a Cooperative Base Network Control Station.
 AC7870  DESIGNATION -  44 214.03
 AC7870  PID         -  AC7870
 AC7870  STATE/COUNTY-  SD/MELLETTE
 AC7870  COUNTRY     -  US
 AC7870  USGS QUAD   -  WOOD SOUTH (2017)
 AC7870
 AC7870                         *CURRENT SURVEY CONTROL
 AC7870  ______________________________________________________________________
 AC7870* NAD 83(2011) POSITION- 43 29 53.88681(N) 100 29 14.38609(W)   ADJUSTED
 AC7870* NAD 83(2011) ELLIP HT-   635.050 (meters)        (06/27/12)   ADJUSTED
 AC7870* NAD 83(2011) EPOCH   -  2010.00
 AC7870* NAVD 88 ORTHO HEIGHT -   659.4   (meters)     2163.    (feet) GPS OBS
 AC7870  ______________________________________________________________________
 AC7870  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7870  GEOID HEIGHT    -        -24.303 (meters)                     GEOID96
 AC7870  GEOID HEIGHT    -        -24.373 (meters)                     GEOID18
 AC7870  NAD 83(2011) X  -   -843,559.679 (meters)                     COMP
 AC7870  NAD 83(2011) Y  - -4,557,064.674 (meters)                     COMP
 AC7870  NAD 83(2011) Z  -  4,368,262.037 (meters)                     COMP
 AC7870  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 AC7870
 AC7870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7870  Standards:
 AC7870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7870  -------------------------------------------------------------------
 AC7870  NETWORK    1.11   3.27           0.52   0.35   1.67     -0.05194597
 AC7870  -------------------------------------------------------------------
 AC7870  Click here for local accuracies and other accuracy information.
 AC7870
 AC7870.The horizontal coordinates were established by GPS observations
 AC7870.and adjusted by the National Geodetic Survey in June 2012.
 AC7870
 AC7870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7870.been affixed to the stable North American tectonic plate. See 
 AC7870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7870
 AC7870.The horizontal coordinates are valid at the epoch date displayed above
 AC7870.which is a decimal equivalence of Year/Month/Day.
 AC7870
 AC7870.The orthometric height was determined by GPS observations and a
 AC7870.high-resolution geoid model.
 AC7870
 AC7870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7870.GEOID18 height accuracy estimate available here.
 AC7870
 AC7870.Click photographs - Photos may exist for this station.
 AC7870
 AC7870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7870
 AC7870.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7870
 AC7870.The ellipsoidal height was determined by GPS observations
 AC7870.and is referenced to NAD 83.
 AC7870
 AC7870. The following values were computed from the NAD 83(2011) position.
 AC7870
 AC7870;                    North         East     Units Scale Factor Converg.
 AC7870;SPC SD S     -   129,428.984   587,546.095   MT  0.99990906   -0 06 22.4
 AC7870;SPC SD S     -   424,634.93  1,927,640.81   sFT  0.99990906   -0 06 22.4
 AC7870;UTM  14      - 4,817,227.215   379,753.748   MT  0.99977786   -1 01 26.0
 AC7870
 AC7870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7870!SPC SD S     -   0.99990042  x   0.99990906  =   0.99980949
 AC7870!UTM  14      -   0.99990042  x   0.99977786  =   0.99967831
 AC7870
 AC7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7975317227(NAD 83)
 AC7870
 AC7870                          SUPERSEDED SURVEY CONTROL
 AC7870
 AC7870  NAD 83(2007)-  43 29 53.88688(N)    100 29 14.38730(W) AD(2002.00) 0
 AC7870  ELLIP H (02/10/07)  635.087  (m)                       GP(2002.00)    
 AC7870  ELLIP H (04/15/04)  635.072  (m)                       GP(       ) 2 1
 AC7870  NAD 83(1996)-  43 29 53.88620(N)    100 29 14.38727(W) AD(       ) B
 AC7870  ELLIP H (04/18/97)  635.130  (m)                       GP(       ) 4 1
 AC7870
 AC7870.Superseded values are not recommended for survey control.
 AC7870
 AC7870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7870.See file dsdata.pdf to determine how the superseded data were derived.
 AC7870
 AC7870_MARKER: Z = SEE DESCRIPTION
 AC7870_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7870_STAMPING: 44-214.03 1995
 AC7870_MARK LOGO: NGS
 AC7870_PROJECTION: FLUSH
 AC7870_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7870+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 AC7870_ROD/PIPE-DEPTH: 6.4 meters
 AC7870_SLEEVE-DEPTH  : 1.8 meters
 AC7870
 AC7870  HISTORY     - Date     Condition        Report By
 AC7870  HISTORY     - 1995     MONUMENTED       SDDT
 AC7870  HISTORY     - 19960924 GOOD             NGS
 AC7870
 AC7870                          STATION DESCRIPTION
 AC7870
 AC7870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7870'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF WHITE
 AC7870'RIVER AND 1.5 MI (2.4 KM) WEST OF WOOD, ON STATE HIGHWAY 44.
 AC7870'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7870'INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 44 SOUTH OF WHITE
 AC7870'RIVER, GO WEST ON STATE HIGHWAY 44 FOR 13.8 MI (22.2 KM) TO THE
 AC7870'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7870'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7870'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.3 M (73.2 FT) SOUTH OF THE
 AC7870'CENTER OF THE HIGHWAY, 6.1 M (20.0 FT) EAST OF THE CENTER OF A FIELD
 AC7870'ENTRANCE ROAD, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND
 AC7870'0.5 M (1.6 FT) SOUTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7870'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1231 ***********************************************************************
 OR1231  DESIGNATION -  44 254.00
 OR1231  PID         -  OR1231
 OR1231  STATE/COUNTY-  SD/TRIPP
 OR1231  COUNTRY     -  US
 OR1231  USGS QUAD   -  WINNER NORTH (2017)
 OR1231
 OR1231                         *CURRENT SURVEY CONTROL
 OR1231  ______________________________________________________________________
 OR1231* NAD 83(1986) POSITION- 43 22 36.56   (N) 099 50 22.72   (W)   HD_HELD1
 OR1231* NAVD 88 ORTHO HEIGHT -   606.484 (meters)     1989.77  (feet) ADJUSTED
 OR1231  ______________________________________________________________________
 OR1231  GEOID HEIGHT    -        -25.370 (meters)                     GEOID18
 OR1231  DYNAMIC HEIGHT  -        606.267 (meters)     1989.06  (feet) COMP
 OR1231  MODELED GRAVITY -    980,243.1   (mgal)                       NAVD 88
 OR1231
 OR1231  VERT ORDER      -  FIRST     CLASS II
 OR1231
 OR1231.The horizontal coordinates were determined by differentially corrected
 OR1231.hand held GPS observations or other comparable positioning techniques
 OR1231.and have an estimated accuracy of +/- 3 meters.
 OR1231
 OR1231.The orthometric height was determined by differential leveling and
 OR1231.adjusted by the NATIONAL GEODETIC SURVEY
 OR1231.in June 1994.
 OR1231
 OR1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1231.GEOID18 height accuracy estimate available here.
 OR1231
 OR1231.Click photographs - Photos may exist for this station.
 OR1231
 OR1231.The dynamic height is computed by dividing the NAVD 88
 OR1231.geopotential number by the normal gravity value computed on the
 OR1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1231.degrees latitude (g = 980.6199 gals.).
 OR1231
 OR1231.The modeled gravity was interpolated from observed gravity values.
 OR1231
 OR1231;                    North         East    Units  Estimated Accuracy
 OR1231;SPC SD S     -   116,041.0     640,005.4     MT  (+/- 3 meters HH1 GPS) 
 OR1231
 OR1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3198103003(NAD 83)
 OR1231
 OR1231                          SUPERSEDED SURVEY CONTROL
 OR1231
 OR1231.No superseded survey control is available for this station.
 OR1231
 OR1231_MARKER: Z = SEE DESCRIPTION
 OR1231_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1231_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1231_STAMPING: 44-254.00 1993
 OR1231_MARK LOGO: NGS
 OR1231_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1231_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1231+STABILITY: POSITION/ELEVATION WELL
 OR1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1231+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1231_ROD/PIPE-DEPTH: 6.4 meters
 OR1231_SLEEVE-DEPTH  : 3.0 meters
 OR1231
 OR1231  HISTORY     - Date     Condition        Report By
 OR1231  HISTORY     - 1993     MONUMENTED       SDDT
 OR1231  HISTORY     - 19930919 GOOD             NGS
 OR1231  HISTORY     - 20130116 GOOD             INDIV
 OR1231
 OR1231                          STATION DESCRIPTION
 OR1231
 OR1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1231'0.6 KM (0.35 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR1231'IN WINNER, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG STATE HIGHWAY 44,
 OR1231'42.6 M (139.8 FT) NORTH-NORTHWEST OF MILEPOST 254, 34.0 M (111.5 FT)
 OR1231'NORTH OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) WEST OF THE CENTER
 OR1231'OF THE ENTRANCE ROAD INTO THE DEPARTMENT OF TRANSPORTATION AREA
 OR1231'OFFICE AND MAINTENANCE YARD, 0.7 M (2.3 FT) SOUTH OF A CHAIN-LINK
 OR1231'FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 OR1231'NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 OR1231'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 OR1231'INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM
 OR1231'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1231
 OR1231                          STATION RECOVERY (2013)
 OR1231
 OR1231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OR1231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7984 ***********************************************************************
 AC7984  CBN         -  This is a Cooperative Base Network Control Station.
 AC7984  DESIGNATION -  44 297.36
 AC7984  PID         -  AC7984
 AC7984  STATE/COUNTY-  SD/CHARLES MIX
 AC7984  COUNTRY     -  US
 AC7984  USGS QUAD   -  ACADEMY (2017)
 AC7984
 AC7984                         *CURRENT SURVEY CONTROL
 AC7984  ______________________________________________________________________
 AC7984* NAD 83(2011) POSITION- 43 23 01.81164(N) 099 00 46.46349(W)   ADJUSTED
 AC7984* NAD 83(2011) ELLIP HT-   486.821 (meters)        (06/27/12)   ADJUSTED
 AC7984* NAD 83(2011) EPOCH   -  2010.00
 AC7984* NAVD 88 ORTHO HEIGHT -   513.1   (meters)     1683.    (feet) GPS OBS
 AC7984  ______________________________________________________________________
 AC7984  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7984  GEOID HEIGHT    -        -26.245 (meters)                     GEOID96
 AC7984  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 AC7984  NAD 83(2011) X  -   -727,377.090 (meters)                     COMP
 AC7984  NAD 83(2011) Y  - -4,585,792.236 (meters)                     COMP
 AC7984  NAD 83(2011) Z  -  4,358,925.535 (meters)                     COMP
 AC7984  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 AC7984
 AC7984  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7984  Standards:
 AC7984         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7984            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7984  -------------------------------------------------------------------
 AC7984  NETWORK    0.89   2.76           0.42   0.28   1.41     -0.07326396
 AC7984  -------------------------------------------------------------------
 AC7984  Click here for local accuracies and other accuracy information.
 AC7984
 AC7984.The horizontal coordinates were established by GPS observations
 AC7984.and adjusted by the National Geodetic Survey in June 2012.
 AC7984
 AC7984.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7984.been affixed to the stable North American tectonic plate. See 
 AC7984.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7984
 AC7984.The horizontal coordinates are valid at the epoch date displayed above
 AC7984.which is a decimal equivalence of Year/Month/Day.
 AC7984
 AC7984.The orthometric height was determined by GPS observations and a
 AC7984.high-resolution geoid model.
 AC7984
 AC7984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7984.GEOID18 height accuracy estimate available here.
 AC7984
 AC7984.Click photographs - Photos may exist for this station.
 AC7984
 AC7984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7984
 AC7984.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7984
 AC7984.The ellipsoidal height was determined by GPS observations
 AC7984.and is referenced to NAD 83.
 AC7984
 AC7984. The following values were computed from the NAD 83(2011) position.
 AC7984
 AC7984;                    North         East     Units Scale Factor Converg.
 AC7984;SPC SD S     -   117,551.743   706,982.672   MT  0.99991521   +0 54 39.2
 AC7984;SPC SD S     -   385,667.68  2,319,492.32   sFT  0.99991521   +0 54 39.2
 AC7984;UTM  14      - 4,803,440.710   498,954.582   MT  0.99960001   -0 00 31.9
 AC7984
 AC7984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7984!SPC SD S     -   0.99992366  x   0.99991521  =   0.99983888
 AC7984!UTM  14      -   0.99992366  x   0.99960001  =   0.99952370
 AC7984
 AC7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9895403440(NAD 83)
 AC7984
 AC7984                          SUPERSEDED SURVEY CONTROL
 AC7984
 AC7984  NAD 83(2007)-  43 23 01.81166(N)    099 00 46.46433(W) AD(2002.00) 0
 AC7984  ELLIP H (02/10/07)  486.850  (m)                       GP(2002.00)    
 AC7984  ELLIP H (04/15/04)  486.830  (m)                       GP(       ) 2 1
 AC7984  NAD 83(1996)-  43 23 01.81137(N)    099 00 46.46417(W) AD(       ) B
 AC7984  ELLIP H (04/18/97)  486.875  (m)                       GP(       ) 4 1
 AC7984
 AC7984.Superseded values are not recommended for survey control.
 AC7984
 AC7984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7984.See file dsdata.pdf to determine how the superseded data were derived.
 AC7984
 AC7984_MARKER: Z = SEE DESCRIPTION
 AC7984_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7984_STAMPING: 44-297.36 1995
 AC7984_MARK LOGO: NGS
 AC7984_PROJECTION: FLUSH
 AC7984_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7984+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2023
 AC7984_ROD/PIPE-DEPTH: 6.4 meters
 AC7984_SLEEVE-DEPTH  : 1.8 meters
 AC7984
 AC7984  HISTORY     - Date     Condition        Report By
 AC7984  HISTORY     - 1995     MONUMENTED       SDDT
 AC7984  HISTORY     - 19960722 GOOD             NGS
 AC7984  HISTORY     - 20121210 GOOD             INDIV
 AC7984  HISTORY     - 20230301 GOOD             PS
 AC7984
 AC7984                          STATION DESCRIPTION
 AC7984
 AC7984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7984'THE STATION IS LOCATED ABOUT 13.8 KM (8.55 MI) WEST OF PLATTE, 3.2 KM
 AC7984'(2.00 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 44 AND 50 NORTH, AND
 AC7984'0.8 KM (0.50 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 44 AND 1804
 AC7984'SOUTH, ON STATE HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AC7984'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45 NORTH (MAIN
 AC7984'STREET) AND STATE HIGHWAYS 44 AND 50 IN PLATTE, GO WEST ON STATE
 AC7984'HIGHWAYS 44 AND 50 FOR 13.8 KM (8.55 MI) TO THE STATION ON THE LEFT.
 AC7984'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7984'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7984'PIPE.  LOCATED 30.1 M (98.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.8
 AC7984'M (55.1 FT) SOUTHWEST OF THE EAST END OF A CULVERT UNDER A FIELD
 AC7984'ENTRANCE ROAD, 16.5 M (54.1 FT) WEST OF THE WEST END OF THE CULVERT,
 AC7984'0.6 M (2.0 FT) NORTH OF A FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A
 AC7984'METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AC7984'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7984'A 4-INCH PVC CAP.
 AC7984
 AC7984                          STATION RECOVERY (2012)
 AC7984
 AC7984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7984'RECOVERED IN GOOD CONDITION.
 AC7984
 AC7984                          STATION RECOVERY (2023)
 AC7984
 AC7984'RECOVERY NOTE BY POSITIONING SERVICES 2023 (BH)
 AC7984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7868 ***********************************************************************
 AC7868  CBN         -  This is a Cooperative Base Network Control Station.
 AC7868  DESIGNATION -  44 313.50
 AC7868  PID         -  AC7868
 AC7868  STATE/COUNTY-  SD/DOUGLAS
 AC7868  COUNTRY     -  US
 AC7868  USGS QUAD   -  JOUBERT (2017)
 AC7868
 AC7868                         *CURRENT SURVEY CONTROL
 AC7868  ______________________________________________________________________
 AC7868* NAD 83(2011) POSITION- 43 23 03.45091(N) 098 41 30.68604(W)   ADJUSTED
 AC7868* NAD 83(2011) ELLIP HT-   457.735 (meters)        (06/27/12)   ADJUSTED
 AC7868* NAD 83(2011) EPOCH   -  2010.00
 AC7868* NAVD 88 ORTHO HEIGHT -   484.2   (meters)     1589.    (feet) GPS OBS
 AC7868  ______________________________________________________________________
 AC7868  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7868  GEOID HEIGHT    -        -26.390 (meters)                     GEOID96
 AC7868  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 AC7868  NAD 83(2011) X  -   -701,661.481 (meters)                     COMP
 AC7868  NAD 83(2011) Y  - -4,589,740.735 (meters)                     COMP
 AC7868  NAD 83(2011) Z  -  4,358,942.326 (meters)                     COMP
 AC7868  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 AC7868
 AC7868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7868  Standards:
 AC7868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7868  -------------------------------------------------------------------
 AC7868  NETWORK    0.87   2.61           0.41   0.27   1.33     -0.06800721
 AC7868  -------------------------------------------------------------------
 AC7868  Click here for local accuracies and other accuracy information.
 AC7868
 AC7868.The horizontal coordinates were established by GPS observations
 AC7868.and adjusted by the National Geodetic Survey in June 2012.
 AC7868
 AC7868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7868.been affixed to the stable North American tectonic plate. See 
 AC7868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7868
 AC7868.The horizontal coordinates are valid at the epoch date displayed above
 AC7868.which is a decimal equivalence of Year/Month/Day.
 AC7868
 AC7868.The orthometric height was determined by GPS observations and a
 AC7868.high-resolution geoid model.
 AC7868
 AC7868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7868.GEOID18 height accuracy estimate available here.
 AC7868
 AC7868.Click photographs - Photos may exist for this station.
 AC7868
 AC7868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7868
 AC7868.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7868
 AC7868.The ellipsoidal height was determined by GPS observations
 AC7868.and is referenced to NAD 83.
 AC7868
 AC7868. The following values were computed from the NAD 83(2011) position.
 AC7868
 AC7868;                    North         East     Units Scale Factor Converg.
 AC7868;SPC SD S     -   118,066.128   732,990.441   MT  0.99991518   +1 07 56.6
 AC7868;SPC SD S     -   387,355.29  2,404,819.47   sFT  0.99991518   +1 07 56.6
 AC7868;UTM  14      - 4,803,537.300   524,959.123   MT  0.99960766   +0 12 42.0
 AC7868
 AC7868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7868!SPC SD S     -   0.99992822  x   0.99991518  =   0.99984341
 AC7868!UTM  14      -   0.99992822  x   0.99960766  =   0.99953591
 AC7868
 AC7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2495903537(NAD 83)
 AC7868
 AC7868                          SUPERSEDED SURVEY CONTROL
 AC7868
 AC7868  NAD 83(2007)-  43 23 03.45094(N)    098 41 30.68688(W) AD(2002.00) 0
 AC7868  ELLIP H (02/10/07)  457.764  (m)                       GP(2002.00)    
 AC7868  ELLIP H (04/15/04)  457.737  (m)                       GP(       ) 2 1
 AC7868  NAD 83(1996)-  43 23 03.45065(N)    098 41 30.68674(W) AD(       ) B
 AC7868  ELLIP H (04/18/97)  457.783  (m)                       GP(       ) 4 1
 AC7868
 AC7868.Superseded values are not recommended for survey control.
 AC7868
 AC7868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7868.See file dsdata.pdf to determine how the superseded data were derived.
 AC7868
 AC7868_MARKER: Z = SEE DESCRIPTION
 AC7868_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7868_STAMPING: 44-313.50 1995
 AC7868_MARK LOGO: NGS
 AC7868_PROJECTION: FLUSH
 AC7868_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7868+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 AC7868_ROD/PIPE-DEPTH: 6.4 meters
 AC7868_SLEEVE-DEPTH  : 1.8 meters
 AC7868
 AC7868  HISTORY     - Date     Condition        Report By
 AC7868  HISTORY     - 1995     MONUMENTED       SDDT
 AC7868  HISTORY     - 19960924 GOOD             NGS
 AC7868  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 AC7868
 AC7868                          STATION DESCRIPTION
 AC7868
 AC7868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7868'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH AND 17.0 MI (27.4
 AC7868'KM) WEST OF ARMOUR AND 1.0 MI (1.6 KM) EAST OF THE DOUGLAS/CHARLES MIX
 AC7868'COUNTY LINE, ON STATE HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH
 AC7868'DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN PLATTE, GO WEST
 AC7868'ON 5TH STREET FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF MAIN STREET,
 AC7868'TURN LEFT AND GO SOUTH ON MAIN FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 AC7868'STATE HIGHWAY 44, TURN LEFT AND GO EAST ON STATE HIGHWAY 44 FOR 7.7 MI
 AC7868'(12.4 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC7868'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7868'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 73.4 FT (22.4
 AC7868'M) SOUTH OF CENTER OF THE HIGHWAY, 29.0 FT (8.8 M) EAST OF THE CENTER
 AC7868'OF A FIELD ENTRANCE, 2.0 FT (0.6 M) NORTH OF A WITNESS POST AND FENCE,
 AC7868'AND 1.3 FT (0.4 M) SOUTH OF A METAL GUARD POST.  NOTE--ACCESS TO THE
 AC7868'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7868
 AC7868                          STATION RECOVERY (2013)
 AC7868
 AC7868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7868'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7944 ***********************************************************************
 AC7944  FBN         -  This is a Federal Base Network Control Station.
 AC7944  DESIGNATION -  44 362.60
 AC7944  PID         -  AC7944
 AC7944  STATE/COUNTY-  SD/HUTCHINSON
 AC7944  COUNTRY     -  US
 AC7944  USGS QUAD   -  CLAYTON (2017)
 AC7944
 AC7944                         *CURRENT SURVEY CONTROL
 AC7944  ______________________________________________________________________
 AC7944* NAD 83(2011) POSITION- 43 23 12.88847(N) 097 43 05.02450(W)   ADJUSTED
 AC7944* NAD 83(2011) ELLIP HT-   370.964 (meters)        (06/27/12)   ADJUSTED
 AC7944* NAD 83(2011) EPOCH   -  2010.00
 AC7944* NAVD 88 ORTHO HEIGHT -   397.2   (meters)     1303.    (feet) GPS OBS
 AC7944  ______________________________________________________________________
 AC7944  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7944  GEOID HEIGHT    -        -26.174 (meters)                     GEOID96
 AC7944  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 AC7944  NAD 83(2011) X  -   -623,521.661 (meters)                     COMP
 AC7944  NAD 83(2011) Y  - -4,600,741.910 (meters)                     COMP
 AC7944  NAD 83(2011) Z  -  4,359,094.404 (meters)                     COMP
 AC7944  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 AC7944
 AC7944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7944  Standards:
 AC7944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7944  -------------------------------------------------------------------
 AC7944  NETWORK    0.52   1.20           0.24   0.18   0.61     -0.05700514
 AC7944  -------------------------------------------------------------------
 AC7944  Click here for local accuracies and other accuracy information.
 AC7944
 AC7944.The horizontal coordinates were established by GPS observations
 AC7944.and adjusted by the National Geodetic Survey in June 2012.
 AC7944
 AC7944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7944.been affixed to the stable North American tectonic plate. See 
 AC7944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7944
 AC7944.The horizontal coordinates are valid at the epoch date displayed above
 AC7944.which is a decimal equivalence of Year/Month/Day.
 AC7944
 AC7944.The orthometric height was determined by GPS observations and a
 AC7944.high-resolution geoid model.
 AC7944
 AC7944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7944.GEOID18 height accuracy estimate available here.
 AC7944
 AC7944.Click photographs - Photos may exist for this station.
 AC7944
 AC7944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7944
 AC7944.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7944
 AC7944.The ellipsoidal height was determined by GPS observations
 AC7944.and is referenced to NAD 83.
 AC7944
 AC7944. The following values were computed from the NAD 83(2011) position.
 AC7944
 AC7944;                    North         East     Units Scale Factor Converg.
 AC7944;SPC SD S     -   120,378.895   811,855.754   MT  0.99991499   +1 48 14.9
 AC7944;SPC SD S     -   394,943.09  2,663,563.42   sFT  0.99991499   +1 48 14.9
 AC7944;UTM  14      - 4,804,580.306   603,831.114   MT  0.99973261   +0 52 50.4
 AC7944
 AC7944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7944!SPC SD S     -   0.99994183  x   0.99991499  =   0.99985683
 AC7944!UTM  14      -   0.99994183  x   0.99973261  =   0.99967446
 AC7944
 AC7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0383104580(NAD 83)
 AC7944
 AC7944                          SUPERSEDED SURVEY CONTROL
 AC7944
 AC7944  NAD 83(2007)-  43 23 12.88846(N)    097 43 05.02540(W) AD(2002.00) 0
 AC7944  ELLIP H (02/10/07)  370.996  (m)                       GP(2002.00)    
 AC7944  ELLIP H (04/15/04)  370.960  (m)                       GP(       ) 2 1
 AC7944  NAD 83(1996)-  43 23 12.88855(N)    097 43 05.02517(W) AD(       ) B
 AC7944  ELLIP H (04/18/97)  371.001  (m)                       GP(       ) 4 1
 AC7944
 AC7944.Superseded values are not recommended for survey control.
 AC7944
 AC7944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7944.See file dsdata.pdf to determine how the superseded data were derived.
 AC7944
 AC7944_MARKER: Z = SEE DESCRIPTION
 AC7944_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7944_STAMPING: 44-362.60 1995
 AC7944_MARK LOGO: NGS
 AC7944_PROJECTION: FLUSH
 AC7944_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7944+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AC7944_ROD/PIPE-DEPTH: 6.40 meters
 AC7944_SLEEVE-DEPTH  : 1.80 meters
 AC7944
 AC7944  HISTORY     - Date     Condition        Report By
 AC7944  HISTORY     - 1995     MONUMENTED       SDDT
 AC7944  HISTORY     - 19960927 GOOD             NGS
 AC7944  HISTORY     - 20020610 GOOD             SDDT
 AC7944
 AC7944                          STATION DESCRIPTION
 AC7944
 AC7944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7944'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF PARKSTON, 11.0
 AC7944'MI (17.7 KM) NORTH OF OLIVET, AND 1.0 MI (1.6 KM) WEST OF THE JAMES
 AC7944'RIVER ON STATE HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AC7944'REACH THE STATION FROM THE POST OFFICE IN OLIVET, GO WEST ON U.S.
 AC7944'HIGHWAY 18 FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF STATE HIGHWAY 25,
 AC7944'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 25 FOR 10.2 MI (16.4 KM) TO
 AC7944'THE JUNCTION OF STATE HIGHWAY 44 AND THE STATION ON THE RIGHT.  THE
 AC7944'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7944'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7944'LOCATED 31.2 M (102.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE
 AC7944'HIGHWAY 44, 29.9 M (98.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 AC7944'25, 23.6 M (77.4 FT) ESE OF A STOP SIGN 5.3 M (17.4 FT) SOUTH OF A
 AC7944'FENCE CORNER, 0.7 M (2.3 FT) WEST OF A FENCE, 0.4 M (1.3 FT) EAST OF A
 AC7944'METAL GUARD POST, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 AC7944'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7944'A 4-INCH PVC CAP.
 AC7944
 AC7944                          STATION RECOVERY (2002)
 AC7944
 AC7944'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7944'RECOVERED AS DESCRIBED
 AC7944'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2318 ***********************************************************************
 PU2318  DESIGNATION -  4439 DW
 PU2318  PID         -  PU2318
 PU2318  STATE/COUNTY-  SD/MEADE
 PU2318  COUNTRY     -  US
 PU2318  USGS QUAD   -  FORT MEADE (2017)
 PU2318
 PU2318                         *CURRENT SURVEY CONTROL
 PU2318  ______________________________________________________________________
 PU2318* NAD 83(1996) POSITION- 44 28 32.20520(N) 103 25 33.94142(W)   ADJUSTED
 PU2318* NAVD 88 ORTHO HEIGHT -   412.    (meters)     1352.    (feet) SCALED
 PU2318  ______________________________________________________________________
 PU2318  GEOID HEIGHT    -        -15.895 (meters)                     GEOID18
 PU2318  LAPLACE CORR    -         -9.41  (seconds)                    DEFLEC18
 PU2318  HORZ ORDER      -  SECOND
 PU2318
 PU2318.The horizontal coordinates were established by classical geodetic methods
 PU2318.and adjusted by the National Geodetic Survey in January 1998.
 PU2318
 PU2318.The orthometric height was scaled from a topographic map.
 PU2318
 PU2318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2318.GEOID18 height accuracy estimate available here.
 PU2318
 PU2318.Click photographs - Photos may exist for this station.
 PU2318
 PU2318.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2318
 PU2318. The following values were computed from the NAD 83(1996) position.
 PU2318
 PU2318;                    North         East     Units Scale Factor Converg.
 PU2318;SPC SD N     -    77,138.827   327,494.919   MT  0.99998923   -2 25 29.2
 PU2318;SPC SD N     -   253,079.63  1,074,456.25   sFT  0.99998923   -2 25 29.2
 PU2318;UTM  13      - 4,925,904.964   625,174.378   MT  0.99979269   +1 06 10.2
 PU2318
 PU2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2318!SPC SD N     -   0.99993797  x   0.99998923  =   0.99992720
 PU2318!UTM  13      -   0.99993797  x   0.99979269  =   0.99973068
 PU2318
 PU2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2517425904(NAD 83)
 PU2318
 PU2318                          SUPERSEDED SURVEY CONTROL
 PU2318
 PU2318  NAD 83(1993)-  44 28 32.19799(N)    103 25 33.94275(W) AD(       ) 2
 PU2318  NAD 83(1986)-  44 28 32.19352(N)    103 25 33.93723(W) AD(       ) 2
 PU2318  NAD 27      -  44 28 32.25100(N)    103 25 32.26500(W) AD(       ) 2
 PU2318
 PU2318.Superseded values are not recommended for survey control.
 PU2318
 PU2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2318.See file dsdata.pdf to determine how the superseded data were derived.
 PU2318
 PU2318_MARKER: P = PIPE CAP
 PU2318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2318_STAMPING: 4439 DW 1904
 PU2318_MARK LOGO: USGS
 PU2318_PROJECTION: PROJECTING 91 CENTIMETERS
 PU2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2318
 PU2318  HISTORY     - Date     Condition        Report By
 PU2318  HISTORY     - 1904     MONUMENTED       USGS
 PU2318  HISTORY     - 1950     GOOD             CGS
 PU2318
 PU2318                          STATION DESCRIPTION
 PU2318
 PU2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU2318'THE STATION MARK
 PU2318'IS A BRONZE CAP OF THE UNITED STATES GEOLOGICAL SURVEY, BOLTED
 PU2318'TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 3 FEET.  THE
 PU2318'CAP IS STAMPED 1904 4439 D W 1904.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0541 ***********************************************************************
 OT0541  DESIGNATION -  4448 DW
 OT0541  PID         -  OT0541
 OT0541  STATE/COUNTY-  SD/CUSTER
 OT0541  COUNTRY     -  US
 OT0541  USGS QUAD   -  MINNEKAHTA (2017)
 OT0541
 OT0541                         *CURRENT SURVEY CONTROL
 OT0541  ______________________________________________________________________
 OT0541* NAD 83(1986) POSITION- 43 29 25.     (N) 103 40 57.     (W)   SCALED
 OT0541* NAVD 88 ORTHO HEIGHT -  1355.616 (meters)     4447.55  (feet) ADJUSTED
 OT0541  ______________________________________________________________________
 OT0541  GEOID HEIGHT    -        -14.637 (meters)                     GEOID18
 OT0541  DYNAMIC HEIGHT  -       1355.009 (meters)     4445.56  (feet) COMP
 OT0541  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 OT0541
 OT0541  VERT ORDER      -  SECOND    CLASS 0
 OT0541
 OT0541.The horizontal coordinates were scaled from a map and have
 OT0541.an estimated accuracy of +/- 6 seconds.
 OT0541
 OT0541.The orthometric height was determined by differential leveling and
 OT0541.adjusted by the NATIONAL GEODETIC SURVEY
 OT0541.in June 1991.
 OT0541
 OT0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0541.GEOID18 height accuracy estimate available here.
 OT0541
 OT0541.Click photographs - Photos may exist for this station.
 OT0541
 OT0541.The dynamic height is computed by dividing the NAVD 88
 OT0541.geopotential number by the normal gravity value computed on the
 OT0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0541.degrees latitude (g = 980.6199 gals.).
 OT0541
 OT0541.The modeled gravity was interpolated from observed gravity values.
 OT0541
 OT0541;                    North         East    Units  Estimated Accuracy
 OT0541;SPC SD S     -   133,990.      329,190.      MT  (+/- 180 meters Scaled)
 OT0541
 OT0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ065161(NAD 83)
 OT0541
 OT0541                          SUPERSEDED SURVEY CONTROL
 OT0541
 OT0541  NGVD 29 (??/??/92) 1355.022  (m)         4445.60   (f) ADJ UNCH    2 0
 OT0541
 OT0541.Superseded values are not recommended for survey control.
 OT0541
 OT0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0541.See file dsdata.pdf to determine how the superseded data were derived.
 OT0541
 OT0541_MARKER: P = PIPE CAP
 OT0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0541_STAMPING: 4448 DW
 OT0541_MARK LOGO: USGS
 OT0541_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0541+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 OT0541
 OT0541  HISTORY     - Date     Condition        Report By
 OT0541  HISTORY     - 1898     MONUMENTED       USGS
 OT0541  HISTORY     - 1934     GOOD             CGS
 OT0541  HISTORY     - 19950418 GOOD             NGS
 OT0541
 OT0541                          STATION DESCRIPTION
 OT0541
 OT0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0541'4.5 MI N FROM MINNEKAHTA.
 OT0541'IN CUSTER COUNTY, 4.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 OT0541'AND QUINCY RAILROAD FROM THE STATION AT MINNEKAHTA, FALL RIVER
 OT0541'COUNTY, 0.4 MILE NORTH OF THE SIDING AT IVANHOE, 0.4 MILE NORTH
 OT0541'OF MILEPOST 20, 41 FEET SOUTHEAST OF THE CENTER OF A ROAD
 OT0541'CROSSING, 30.9 FEET EAST OF THE CENTERLINE OF THE ROAD, 29.3
 OT0541'FEET SOUTH OF THE SOUTH RAIL, 6.4 FEET EAST OF A FENCE, AND 3.8
 OT0541'FEET NORTH OF ANOTHER FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 OT0541'STANDARD CAP, STAMPED DW 4448 AND RIVETED ON THE TOP OF A
 OT0541'3-1/2 INCH IRON PIPE.
 OT0541
 OT0541                          STATION RECOVERY (1995)
 OT0541
 OT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0541'16.6 KM (10.30 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 OT0541'OF U.S. HIGHWAY 385 IN PRINGLE, THENCE 0.5 KM (0.30 MI) SOUTHERLY
 OT0541'ALONG A DIRT ROAD, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF A RAILROAD
 OT0541'GRADE (TRACK REMOVED), 4.1 M (13.5 FT) EAST OF THE ROAD CENTER, 1.2 M
 OT0541'(3.9 FT) NORTH OF A FENCE, AND THE PIPE PROJECTS 0.2 M (0.7 FT) ABOVE
 OT0541'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1605 ***********************************************************************
 PU1605  DESIGNATION -  4470
 PU1605  PID         -  PU1605
 PU1605  STATE/COUNTY-  SD/LAWRENCE
 PU1605  COUNTRY     -  US
 PU1605  USGS QUAD   -  MAURICE (2017)
 PU1605
 PU1605                         *CURRENT SURVEY CONTROL
 PU1605  ______________________________________________________________________
 PU1605* NAD 83(1986) POSITION- 44 23 54.     (N) 103 53 49.     (W)   SCALED
 PU1605* NAVD 88 ORTHO HEIGHT -  1363.741 (meters)     4474.21  (feet) ADJUSTED
 PU1605  ______________________________________________________________________
 PU1605  GEOID HEIGHT    -        -13.766 (meters)                     GEOID18
 PU1605  DYNAMIC HEIGHT  -       1363.157 (meters)     4472.29  (feet) COMP
 PU1605  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 PU1605
 PU1605  VERT ORDER      -  SECOND    CLASS 0
 PU1605
 PU1605.The horizontal coordinates were scaled from a map and have
 PU1605.an estimated accuracy of +/- 6 seconds.
 PU1605
 PU1605.The orthometric height was determined by differential leveling and
 PU1605.adjusted by the NATIONAL GEODETIC SURVEY
 PU1605.in June 1991.
 PU1605
 PU1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1605.GEOID18 height accuracy estimate available here.
 PU1605
 PU1605.Click photographs - Photos may exist for this station.
 PU1605
 PU1605.The dynamic height is computed by dividing the NAVD 88
 PU1605.geopotential number by the normal gravity value computed on the
 PU1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1605.degrees latitude (g = 980.6199 gals.).
 PU1605
 PU1605.The modeled gravity was interpolated from observed gravity values.
 PU1605
 PU1605;                    North         East    Units  Estimated Accuracy
 PU1605;SPC SD N     -    70,260.      289,660.      MT  (+/- 180 meters Scaled)
 PU1605
 PU1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK878167(NAD 83)
 PU1605
 PU1605                          SUPERSEDED SURVEY CONTROL
 PU1605
 PU1605  NGVD 29 (??/??/92) 1363.081  (m)         4472.04   (f) ADJ UNCH    2 0
 PU1605
 PU1605.Superseded values are not recommended for survey control.
 PU1605
 PU1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1605.See file dsdata.pdf to determine how the superseded data were derived.
 PU1605
 PU1605_MARKER: B = BOLT
 PU1605_SETTING: 80 = SET IN A BOULDER
 PU1605_STAMPING: DW 4470
 PU1605_MARK LOGO: USGS
 PU1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1605+STABILITY: SURFACE MOTION
 PU1605
 PU1605  HISTORY     - Date     Condition        Report By
 PU1605  HISTORY     - 1900     MONUMENTED       USGS
 PU1605  HISTORY     - 1958     GOOD             CGS
 PU1605
 PU1605                          STATION DESCRIPTION
 PU1605
 PU1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PU1605'4.5 MI N FROM SAVOY.
 PU1605'4 1/2 MILES NORTH ALONG A COUNTY ROAD FROM SAVOY, LAWRENCE
 PU1605'COUNTY, AT MAURICE, ABOUT 240 FEET NORTHEAST OF THE CHICAGO,
 PU1605'BURLINGTON AND QUINCY RAILROAD SECTION HOUSE, ABOUT 330 FEET
 PU1605'SOUTHWEST OF THE WATER TANK, AND IN THE TOP OF A LIMESTONE
 PU1605'BOULDER.  A COPPER BOLT, STAMPED DW 4470.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7911 ***********************************************************************
 AC7911  CBN         -  This is a Cooperative Base Network Control Station.
 AC7911  DESIGNATION -  45 040.75
 AC7911  PID         -  AC7911
 AC7911  STATE/COUNTY-  SD/BRULE
 AC7911  COUNTRY     -  US
 AC7911  USGS QUAD   -  CEDAR GROVE COLONY (2017)
 AC7911
 AC7911                         *CURRENT SURVEY CONTROL
 AC7911  ______________________________________________________________________
 AC7911* NAD 83(2011) POSITION- 43 34 30.50156(N) 098 51 03.01124(W)   ADJUSTED
 AC7911* NAD 83(2011) ELLIP HT-   472.179 (meters)        (06/27/12)   ADJUSTED
 AC7911* NAD 83(2011) EPOCH   -  2010.00
 AC7911* NAVD 88 ORTHO HEIGHT -   498.4   (meters)     1635.    (feet) GPS OBS
 AC7911  ______________________________________________________________________
 AC7911  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7911  GEOID HEIGHT    -        -26.115 (meters)                     GEOID96
 AC7911  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 AC7911  NAD 83(2011) X  -   -712,150.545 (meters)                     COMP
 AC7911  NAD 83(2011) Y  - -4,573,369.095 (meters)                     COMP
 AC7911  NAD 83(2011) Z  -  4,374,339.056 (meters)                     COMP
 AC7911  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 AC7911
 AC7911  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7911  Standards:
 AC7911         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7911            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7911  -------------------------------------------------------------------
 AC7911  NETWORK    0.92   2.76           0.43   0.29   1.41     -0.03742661
 AC7911  -------------------------------------------------------------------
 AC7911  Click here for local accuracies and other accuracy information.
 AC7911
 AC7911.The horizontal coordinates were established by GPS observations
 AC7911.and adjusted by the National Geodetic Survey in June 2012.
 AC7911
 AC7911.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7911.been affixed to the stable North American tectonic plate. See 
 AC7911.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7911
 AC7911.The horizontal coordinates are valid at the epoch date displayed above
 AC7911.which is a decimal equivalence of Year/Month/Day.
 AC7911
 AC7911.The orthometric height was determined by GPS observations and a
 AC7911.high-resolution geoid model.
 AC7911
 AC7911.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7911.GEOID18 height accuracy estimate available here.
 AC7911
 AC7911.Click photographs - Photos may exist for this station.
 AC7911
 AC7911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7911
 AC7911.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7911
 AC7911.The ellipsoidal height was determined by GPS observations
 AC7911.and is referenced to NAD 83.
 AC7911
 AC7911. The following values were computed from the NAD 83(2011) position.
 AC7911
 AC7911;                    North         East     Units Scale Factor Converg.
 AC7911;SPC SD S     -   139,022.156   719,733.155   MT  0.99990715   +1 01 21.7
 AC7911;SPC SD S     -   456,108.52  2,361,324.53   sFT  0.99990715   +1 01 21.7
 AC7911;UTM  14      - 4,824,697.069   512,044.062   MT  0.99960178   +0 06 10.1
 AC7911
 AC7911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7911!SPC SD S     -   0.99992596  x   0.99990715  =   0.99983312
 AC7911!UTM  14      -   0.99992596  x   0.99960178  =   0.99952777
 AC7911
 AC7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1204424697(NAD 83)
 AC7911
 AC7911                          SUPERSEDED SURVEY CONTROL
 AC7911
 AC7911  NAD 83(2007)-  43 34 30.50159(N)    098 51 03.01209(W) AD(2002.00) 0
 AC7911  ELLIP H (02/10/07)  472.208  (m)                       GP(2002.00)    
 AC7911  ELLIP H (04/15/04)  472.188  (m)                       GP(       ) 2 1
 AC7911  NAD 83(1996)-  43 34 30.50130(N)    098 51 03.01193(W) AD(       ) B
 AC7911  ELLIP H (04/18/97)  472.234  (m)                       GP(       ) 4 1
 AC7911
 AC7911.Superseded values are not recommended for survey control.
 AC7911
 AC7911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7911.See file dsdata.pdf to determine how the superseded data were derived.
 AC7911
 AC7911_MARKER: Z = SEE DESCRIPTION
 AC7911_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7911_STAMPING: 45-40.75
 AC7911_PROJECTION: FLUSH
 AC7911_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7911+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1996
 AC7911_ROD/PIPE-DEPTH: 6.4 meters
 AC7911_SLEEVE-DEPTH  : 1.8 meters
 AC7911
 AC7911  HISTORY     - Date     Condition        Report By
 AC7911  HISTORY     - 1995     MONUMENTED       SDDT
 AC7911  HISTORY     - 19960926 GOOD             SDDT
 AC7911
 AC7911                          STATION DESCRIPTION
 AC7911
 AC7911'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7911'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF INTERSTATE
 AC7911'HIGHWAY 90 EXIT 289 AND 5.0 MI (8.0 KM) NORTH OF THE BRULE/CHARLES MIX
 AC7911'COUNTY LINE, ON STATE HIGHWAY 45.  OWNERSHIP--THE STATE OF SOUTH
 AC7911'DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN PLATTE, GO WEST
 AC7911'ON 5TH STREET FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF STATE HIGHWAY
 AC7911'45 (MAIN STREET), TURN RIGHT AND GO NORTH ON STATE HIGHWAY 45 FOR
 AC7911'13.25 MI (21.32 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AC7911'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7911'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 48.0 FT
 AC7911'(14.6 M) WEST OF THE HIGHWAY CENTER, 24.0 FT (7.3 M) NORTH OF THE
 AC7911'CENTER OF A FIELD ENTRANCE ROAD, 2.0 FT (0.6 M) EAST OF A WITNESS POST
 AC7911'AND FENCE, AND 1.0 FT (0.3 M) WEST OF A METAL GUARD POST. NOTE--ACCESS
 AC7911'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7911'CAP.  THIS STATION IS LOCATED AT HIGHWAY MILE POINT 40.30.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7950 ***********************************************************************
 AC7950  CBN         -  This is a Cooperative Base Network Control Station.
 AC7950  DESIGNATION -  45 068.68
 AC7950  PID         -  AC7950
 AC7950  STATE/COUNTY-  SD/BRULE
 AC7950  COUNTRY     -  US
 AC7950  USGS QUAD   -  LYONVILLE (2017)
 AC7950
 AC7950                         *CURRENT SURVEY CONTROL
 AC7950  ______________________________________________________________________
 AC7950* NAD 83(2011) POSITION- 43 53 51.83705(N) 098 59 11.78389(W)   ADJUSTED
 AC7950* NAD 83(2011) ELLIP HT-   455.183 (meters)        (06/27/12)   ADJUSTED
 AC7950* NAD 83(2011) EPOCH   -  2010.00
 AC7950* NAVD 88 ORTHO HEIGHT -   480.6   (meters)     1577.    (feet) GPS OBS
 AC7950  ______________________________________________________________________
 AC7950  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7950  GEOID HEIGHT    -        -25.316 (meters)                     GEOID96
 AC7950  GEOID HEIGHT    -        -25.380 (meters)                     GEOID18
 AC7950  NAD 83(2011) X  -   -719,112.940 (meters)                     COMP
 AC7950  NAD 83(2011) Y  - -4,547,179.655 (meters)                     COMP
 AC7950  NAD 83(2011) Z  -  4,400,226.277 (meters)                     COMP
 AC7950  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 AC7950
 AC7950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7950  Standards:
 AC7950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7950  -------------------------------------------------------------------
 AC7950  NETWORK    0.91   2.76           0.43   0.28   1.41     -0.07196647
 AC7950  -------------------------------------------------------------------
 AC7950  Click here for local accuracies and other accuracy information.
 AC7950
 AC7950.The horizontal coordinates were established by GPS observations
 AC7950.and adjusted by the National Geodetic Survey in June 2012.
 AC7950
 AC7950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7950.been affixed to the stable North American tectonic plate. See 
 AC7950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7950
 AC7950.The horizontal coordinates are valid at the epoch date displayed above
 AC7950.which is a decimal equivalence of Year/Month/Day.
 AC7950
 AC7950.The orthometric height was determined by GPS observations and a
 AC7950.high-resolution geoid model.
 AC7950
 AC7950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7950.GEOID18 height accuracy estimate available here.
 AC7950
 AC7950.Click photographs - Photos may exist for this station.
 AC7950
 AC7950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7950
 AC7950.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7950
 AC7950.The ellipsoidal height was determined by GPS observations
 AC7950.and is referenced to NAD 83.
 AC7950
 AC7950. The following values were computed from the NAD 83(2011) position.
 AC7950
 AC7950;                    North         East     Units Scale Factor Converg.
 AC7950;SPC SD S     -   174,669.857   708,187.650   MT  0.99991873   +0 55 44.6
 AC7950;SPC SD S     -   573,062.69  2,323,445.65   sFT  0.99991873   +0 55 44.6
 AC7950;UTM  14      - 4,860,514.405   501,075.644   MT  0.99960001   +0 00 33.4
 AC7950
 AC7950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7950!SPC SD S     -   0.99992863  x   0.99991873  =   0.99984737
 AC7950!UTM  14      -   0.99992863  x   0.99960001  =   0.99952867
 AC7950
 AC7950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0107560514(NAD 83)
 AC7950
 AC7950                          SUPERSEDED SURVEY CONTROL
 AC7950
 AC7950  NAD 83(2007)-  43 53 51.83712(N)    098 59 11.78475(W) AD(2002.00) 0
 AC7950  ELLIP H (02/10/07)  455.213  (m)                       GP(2002.00)    
 AC7950  ELLIP H (04/15/04)  455.197  (m)                       GP(       ) 2 1
 AC7950  NAD 83(1996)-  43 53 51.83671(N)    098 59 11.78447(W) AD(       ) B
 AC7950  ELLIP H (04/18/97)  455.241  (m)                       GP(       ) 4 1
 AC7950
 AC7950.Superseded values are not recommended for survey control.
 AC7950
 AC7950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7950.See file dsdata.pdf to determine how the superseded data were derived.
 AC7950
 AC7950_MARKER: Z = SEE DESCRIPTION
 AC7950_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7950_STAMPING: 45-68.68
 AC7950_PROJECTION: FLUSH
 AC7950_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7950+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 AC7950_ROD/PIPE-DEPTH: 12.8 meters
 AC7950_SLEEVE-DEPTH  : 1.8 meters
 AC7950
 AC7950  HISTORY     - Date     Condition        Report By
 AC7950  HISTORY     - 1995     MONUMENTED       SDDT
 AC7950  HISTORY     - 19960716 GOOD             NGS
 AC7950
 AC7950                          STATION DESCRIPTION
 AC7950
 AC7950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7950'THE STATION IS LOCATED ABOUT 11.9 MI (19.2 KM) NORTH OF INTERSTATE
 AC7950'HIGHWAY 90 AT EXIT 284 AND 2.6 MI (4.2 KM) SOUTH OF THE BRULE/BUFFALO
 AC7950'COUNTY LINE, ON STATE HIGHWAY 45.  TO REACH THE STATION FROM THE POST
 AC7950'OFFICE IN GANN VALLEY, GO SOUTH ON STATE HIGHWAY 45 FOR 9.5 MI (15.3
 AC7950'KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP
 AC7950'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 AC7950'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 73.0 FT (22.3 M) EAST OF
 AC7950'THE HIGHWAY CENTERLINE, 2.2 FT (0.7 M) WEST OF A FENCE, 1.7 FT (0.5 M)
 AC7950'EAST OF A METAL GUARD POST, 1.4 FT (0.4 M) WEST OF A WITNESS POST, AND
 AC7950'0.12 M (0.39 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM
 AC7950'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7985 ***********************************************************************
 AC7985  CBN         -  This is a Cooperative Base Network Control Station.
 AC7985  DESIGNATION -  45 097.61
 AC7985  PID         -  AC7985
 AC7985  STATE/COUNTY-  SD/HAND
 AC7985  COUNTRY     -  US
 AC7985  USGS QUAD   -  VAYLAND SW (2017)
 AC7985
 AC7985                         *CURRENT SURVEY CONTROL
 AC7985  ______________________________________________________________________
 AC7985* NAD 83(2011) POSITION- 44 19 04.65822(N) 098 59 02.63155(W)   ADJUSTED
 AC7985* NAD 83(2011) ELLIP HT-   564.175 (meters)        (06/27/12)   ADJUSTED
 AC7985* NAD 83(2011) EPOCH   -  2010.00
 AC7985* NAVD 88 ORTHO HEIGHT -   588.9   (meters)     1932.    (feet) GPS OBS
 AC7985  ______________________________________________________________________
 AC7985  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7985  GEOID HEIGHT    -        -24.590 (meters)                     GEOID96
 AC7985  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 AC7985  NAD 83(2011) X  -   -713,847.946 (meters)                     COMP
 AC7985  NAD 83(2011) Y  - -4,515,185.957 (meters)                     COMP
 AC7985  NAD 83(2011) Z  -  4,433,832.032 (meters)                     COMP
 AC7985  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 AC7985
 AC7985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7985  Standards:
 AC7985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7985  -------------------------------------------------------------------
 AC7985  NETWORK    1.16   3.55           0.55   0.35   1.81     -0.08028069
 AC7985  -------------------------------------------------------------------
 AC7985  Click here for local accuracies and other accuracy information.
 AC7985
 AC7985.The horizontal coordinates were established by GPS observations
 AC7985.and adjusted by the National Geodetic Survey in June 2012.
 AC7985
 AC7985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7985.been affixed to the stable North American tectonic plate. See 
 AC7985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7985
 AC7985.The horizontal coordinates are valid at the epoch date displayed above
 AC7985.which is a decimal equivalence of Year/Month/Day.
 AC7985
 AC7985.The orthometric height was determined by GPS observations and a
 AC7985.high-resolution geoid model.
 AC7985
 AC7985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7985.GEOID18 height accuracy estimate available here.
 AC7985
 AC7985.Click photographs - Photos may exist for this station.
 AC7985
 AC7985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7985
 AC7985.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7985
 AC7985.The ellipsoidal height was determined by GPS observations
 AC7985.and is referenced to NAD 83.
 AC7985
 AC7985. The following values were computed from the NAD 83(2011) position.
 AC7985
 AC7985;                    North         East     Units Scale Factor Converg.
 AC7985;SPC SD N     -    54,361.901   681,047.436   MT  1.00002037   +0 43 08.5
 AC7985;SPC SD N     -   178,352.34  2,234,403.13   sFT  1.00002037   +0 43 08.5
 AC7985;UTM  14      - 4,907,189.136   501,270.786   MT  0.99960002   +0 00 40.1
 AC7985
 AC7985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7985!SPC SD N     -   0.99991155  x   1.00002037  =   0.99993191
 AC7985!UTM  14      -   0.99991155  x   0.99960002  =   0.99951160
 AC7985
 AC7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0127007189(NAD 83)
 AC7985
 AC7985                          SUPERSEDED SURVEY CONTROL
 AC7985
 AC7985  NAD 83(2007)-  44 19 04.65831(N)    098 59 02.63242(W) AD(2002.00) 0
 AC7985  ELLIP H (02/10/07)  564.205  (m)                       GP(2002.00)    
 AC7985  ELLIP H (04/15/04)  564.203  (m)                       GP(       ) 2 1
 AC7985  NAD 83(1996)-  44 19 04.65782(N)    098 59 02.63203(W) AD(       ) B
 AC7985  ELLIP H (04/18/97)  564.244  (m)                       GP(       ) 4 1
 AC7985
 AC7985.Superseded values are not recommended for survey control.
 AC7985
 AC7985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7985.See file dsdata.pdf to determine how the superseded data were derived.
 AC7985
 AC7985_MARKER: Z = SEE DESCRIPTION
 AC7985_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7985_STAMPING: 45-97.61 1995
 AC7985_MARK LOGO: NGS
 AC7985_PROJECTION: FLUSH
 AC7985_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7985+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 AC7985_ROD/PIPE-DEPTH: 6.4 meters
 AC7985_SLEEVE-DEPTH  : 1.8 meters
 AC7985
 AC7985  HISTORY     - Date     Condition        Report By
 AC7985  HISTORY     - 1995     MONUMENTED       SDDT
 AC7985  HISTORY     - 19960930 GOOD             NGS
 AC7985
 AC7985                          STATION DESCRIPTION
 AC7985
 AC7985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7985'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTH OF MILLER, 8.0 MI
 AC7985'(12.9 KM) NORTH OF THE HAND/BUFFALO COUNTY LINE, ON STATE HIGHWAY 45.
 AC7985'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7985'POST OFFICE IN MILLER, GO SOUTH ON STATE HIGHWAY 45 FOR 14.15 MI
 AC7985'(22.77 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC7985'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7985'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 21.6 M (70.9
 AC7985'FT) WEST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) SOUTH OF THE
 AC7985'CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) WEST OF A METAL
 AC7985'GUARD POST, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 AC7985'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7985'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7888 ***********************************************************************
 AC7888  CBN         -  This is a Cooperative Base Network Control Station.
 AC7888  DESIGNATION -  45 123.50
 AC7888  PID         -  AC7888
 AC7888  STATE/COUNTY-  SD/HAND
 AC7888  COUNTRY     -  US
 AC7888  USGS QUAD   -  MILLER NW (2017)
 AC7888
 AC7888                         *CURRENT SURVEY CONTROL
 AC7888  ______________________________________________________________________
 AC7888* NAD 83(2011) POSITION- 44 41 33.87774(N) 098 59 20.15799(W)   ADJUSTED
 AC7888* NAD 83(2011) ELLIP HT-   438.169 (meters)        (06/27/12)   ADJUSTED
 AC7888* NAD 83(2011) EPOCH   -  2010.00
 AC7888* NAVD 88 ORTHO HEIGHT -   462.460 (meters)     1517.25  (feet) ADJUSTED
 AC7888  ______________________________________________________________________
 AC7888  GEOID HEIGHT    -        -24.294 (meters)                     GEOID18
 AC7888  NAD 83(2011) X  -   -709,655.935 (meters)                     COMP
 AC7888  NAD 83(2011) Y  - -4,486,199.508 (meters)                     COMP
 AC7888  NAD 83(2011) Z  -  4,463,447.790 (meters)                     COMP
 AC7888  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 AC7888  DYNAMIC HEIGHT  -        462.384 (meters)     1517.00  (feet) COMP
 AC7888  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 AC7888
 AC7888  VERT ORDER      -  FIRST     CLASS II
 AC7888
 AC7888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7888  Standards:
 AC7888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7888  -------------------------------------------------------------------
 AC7888  NETWORK    1.18   3.53           0.56   0.36   1.80     -0.07822530
 AC7888  -------------------------------------------------------------------
 AC7888  Click here for local accuracies and other accuracy information.
 AC7888
 AC7888.The horizontal coordinates were established by GPS observations
 AC7888.and adjusted by the National Geodetic Survey in June 2012.
 AC7888
 AC7888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7888.been affixed to the stable North American tectonic plate. See 
 AC7888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7888
 AC7888.The horizontal coordinates are valid at the epoch date displayed above
 AC7888.which is a decimal equivalence of Year/Month/Day.
 AC7888
 AC7888.The orthometric height was determined by differential leveling and
 AC7888.adjusted by the NATIONAL GEODETIC SURVEY
 AC7888.in July 1998.
 AC7888
 AC7888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7888.GEOID18 height accuracy estimate available here.
 AC7888
 AC7888.Click photographs - Photos may exist for this station.
 AC7888
 AC7888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7888
 AC7888.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7888
 AC7888.The ellipsoidal height was determined by GPS observations
 AC7888.and is referenced to NAD 83.
 AC7888
 AC7888.The dynamic height is computed by dividing the NAVD 88
 AC7888.geopotential number by the normal gravity value computed on the
 AC7888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7888.degrees latitude (g = 980.6199 gals.).
 AC7888
 AC7888.The modeled gravity was interpolated from observed gravity values.
 AC7888
 AC7888. The following values were computed from the NAD 83(2011) position.
 AC7888
 AC7888;                    North         East     Units Scale Factor Converg.
 AC7888;SPC SD N     -    95,999.907   680,138.962   MT  0.99995857   +0 42 56.1
 AC7888;SPC SD N     -   314,959.69  2,231,422.58   sFT  0.99995857   +0 42 56.1
 AC7888;UTM  14      - 4,948,819.114   500,876.916   MT  0.99960001   +0 00 28.0
 AC7888
 AC7888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7888!SPC SD N     -   0.99993130  x   0.99995857  =   0.99988988
 AC7888!UTM  14      -   0.99993130  x   0.99960001  =   0.99953134
 AC7888
 AC7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0087648819(NAD 83)
 AC7888
 AC7888                          SUPERSEDED SURVEY CONTROL
 AC7888
 AC7888  NAD 83(2007)-  44 41 33.87780(N)    098 59 20.15887(W) AD(2002.00) 0
 AC7888  ELLIP H (02/10/07)  438.199  (m)                       GP(2002.00)    
 AC7888  ELLIP H (04/15/04)  438.199  (m)                       GP(       ) 2 1
 AC7888  NAD 83(1996)-  44 41 33.87729(N)    098 59 20.15837(W) AD(       ) B
 AC7888  ELLIP H (04/18/97)  438.240  (m)                       GP(       ) 4 1
 AC7888  NAVD 88 (04/18/97)  462.5    (m)  GEOID96  model used  GPS OBS        
 AC7888
 AC7888.Superseded values are not recommended for survey control.
 AC7888
 AC7888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7888.See file dsdata.pdf to determine how the superseded data were derived.
 AC7888
 AC7888_MARKER: Z = SEE DESCRIPTION
 AC7888_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7888_STAMPING: 45-123.50 1995
 AC7888_MARK LOGO: NGS
 AC7888_PROJECTION: FLUSH
 AC7888_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7888+STABILITY: POSITION/ELEVATION WELL
 AC7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7888+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 AC7888_ROD/PIPE-DEPTH: 6.4 meters
 AC7888_SLEEVE-DEPTH  : 1.8 meters
 AC7888
 AC7888  HISTORY     - Date     Condition        Report By
 AC7888  HISTORY     - 1995     MONUMENTED       SDDT
 AC7888  HISTORY     - 19960925 GOOD             NGS
 AC7888  HISTORY     - 19970805 GOOD             NGS
 AC7888
 AC7888                          STATION DESCRIPTION
 AC7888
 AC7888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7888'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTH OF MILLER AND 7.9
 AC7888'MI (12.7 KM) SOUTHEAST OF POLO, ON STATE HIGHWAY 45.  OWNERSHIP--THE
 AC7888'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7888'HIGHWAY 14 WEST AND STATE HIGHWAY 45 ON THE NORTH SIDE OF MILLER, GO
 AC7888'NORTH ON HIGHWAY 45 FOR 18.4 KM (11.45 MI) TO A PAVED COUNTY ROAD AND
 AC7888'THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7888'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7888'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 41.7 M (136.8 FT) WEST OF THE
 AC7888'HIGHWAY CENTERLINE, 30.1 M (98.8 FT) SOUTHWEST OF A UTILITY POLE, 16.3
 AC7888'M (53.5 FT) NORTH OF THE ROAD CENTERLINE, 0.3 M (1.0 FT) WEST OF A
 AC7888'METAL GUARD POST, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 AC7888'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7888'A 4-INCH PVC CAP.
 AC7888
 AC7888                          STATION RECOVERY (1997)
 AC7888
 AC7888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC7888'19.3 KM (12.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AC7888'OFFICE IN MILLER, 70.8 M (232.3 FT) WEST OF BENCH MARK P 470, 43.1 M
 AC7888'(141.4 FT) WEST OF THE HIGHWAY CENTERLINE, 16.3 M (53.5 FT) NORTH OF
 AC7888'THE CENTER OF A DIRT ROAD, 11.8 M (38.7 FT) EAST OF THE CENTER OF A
 AC7888'FIELD ENTRANCE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AC7888'(1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A METAL
 AC7888'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL REVIT AFFIXED
 AC7888'TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7888'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7888'THROUGH A 4-INCH PVC CAP.  THE MONMENT IS A STATE HARN STATION. THE
 AC7888'STABILITY CODE FOR THIS MARK IS CLASS A, AS DETERMINED BY SDDT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4147 ***********************************************************************
 AE4147  DESIGNATION -  45 148.69
 AE4147  PID         -  AE4147
 AE4147  STATE/COUNTY-  SD/FAULK
 AE4147  COUNTRY     -  US
 AE4147  USGS QUAD   -  FAULKTON EAST (2017)
 AE4147
 AE4147                         *CURRENT SURVEY CONTROL
 AE4147  ______________________________________________________________________
 AE4147* NAD 83(1986) POSITION- 45 02 06.     (N) 099 01 18.     (W)   SCALED
 AE4147* NAVD 88 ORTHO HEIGHT -   455.662 (meters)     1494.95  (feet) ADJUSTED
 AE4147  ______________________________________________________________________
 AE4147  GEOID HEIGHT    -        -23.751 (meters)                     GEOID18
 AE4147  DYNAMIC HEIGHT  -        455.606 (meters)     1494.77  (feet) COMP
 AE4147  MODELED GRAVITY -    980,481.3   (mgal)                       NAVD 88
 AE4147
 AE4147  VERT ORDER      -  FIRST     CLASS II
 AE4147
 AE4147.The horizontal coordinates were scaled from a map and have
 AE4147.an estimated accuracy of +/- 6 seconds.
 AE4147
 AE4147.The orthometric height was determined by differential leveling and
 AE4147.adjusted by the NATIONAL GEODETIC SURVEY
 AE4147.in July 1998.
 AE4147
 AE4147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4147.GEOID18 height accuracy estimate available here.
 AE4147
 AE4147.Click photographs - Photos may exist for this station.
 AE4147
 AE4147.The dynamic height is computed by dividing the NAVD 88
 AE4147.geopotential number by the normal gravity value computed on the
 AE4147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4147.degrees latitude (g = 980.6199 gals.).
 AE4147
 AE4147.The modeled gravity was interpolated from observed gravity values.
 AE4147
 AE4147;                    North         East    Units  Estimated Accuracy
 AE4147;SPC SD N     -   134,000.      677,090.      MT  (+/- 180 meters Scaled)
 AE4147
 AE4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982868(NAD 83)
 AE4147
 AE4147                          SUPERSEDED SURVEY CONTROL
 AE4147
 AE4147.No superseded survey control is available for this station.
 AE4147
 AE4147_MARKER: DB = BENCH MARK DISK
 AE4147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4147_STAMPING: 45-148.69 1981 1493.57
 AE4147_MARK LOGO: SDDT
 AE4147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4147+STABILITY: SURFACE MOTION
 AE4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4147+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4147
 AE4147  HISTORY     - Date     Condition        Report By
 AE4147  HISTORY     - 1981     MONUMENTED       SDDT
 AE4147  HISTORY     - 19960602 GOOD             NGS
 AE4147
 AE4147                          STATION DESCRIPTION
 AE4147
 AE4147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4147'8.0 KM (4.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4147'IN FAULKTON, 350.0 M (1148.3 FT) EAST OF MILEPOST 272, 30.0 M (98.4
 AE4147'FT) EAST OF THE CENTER OF STATE HIGHWAY 45, 7.5 M (24.6 FT) NORTH OF
 AE4147'THE EXTENDED HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AE4147'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.2 M (0.7 FT) WEST OF
 AE4147'A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE
 AE4147'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7937 ***********************************************************************
 AC7937  CBN         -  This is a Cooperative Base Network Control Station.
 AC7937  DESIGNATION -  45 158.82
 AC7937  PID         -  AC7937
 AC7937  STATE/COUNTY-  SD/FAULK
 AC7937  COUNTRY     -  US
 AC7937  USGS QUAD   -  WECOTA (2017)
 AC7937
 AC7937                         *CURRENT SURVEY CONTROL
 AC7937  ______________________________________________________________________
 AC7937* NAD 83(2011) POSITION- 45 10 47.26993(N) 099 01 19.14931(W)   ADJUSTED
 AC7937* NAD 83(2011) ELLIP HT-   429.732 (meters)        (06/27/12)   ADJUSTED
 AC7937* NAD 83(2011) EPOCH   -  2010.00
 AC7937* NAVD 88 ORTHO HEIGHT -   453.5   (meters)     1488.    (feet) GPS OBS
 AC7937  ______________________________________________________________________
 AC7937  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7937  GEOID HEIGHT    -        -23.648 (meters)                     GEOID96
 AC7937  GEOID HEIGHT    -        -23.771 (meters)                     GEOID18
 AC7937  NAD 83(2011) X  -   -706,247.440 (meters)                     COMP
 AC7937  NAD 83(2011) Y  - -4,448,023.368 (meters)                     COMP
 AC7937  NAD 83(2011) Z  -  4,501,760.088 (meters)                     COMP
 AC7937  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 AC7937
 AC7937  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7937  Standards:
 AC7937         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7937            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7937  -------------------------------------------------------------------
 AC7937  NETWORK    0.84   2.35           0.39   0.28   1.20     -0.02403845
 AC7937  -------------------------------------------------------------------
 AC7937  Click here for local accuracies and other accuracy information.
 AC7937
 AC7937.The horizontal coordinates were established by GPS observations
 AC7937.and adjusted by the National Geodetic Survey in June 2012.
 AC7937
 AC7937.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7937.been affixed to the stable North American tectonic plate. See 
 AC7937.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7937
 AC7937.The horizontal coordinates are valid at the epoch date displayed above
 AC7937.which is a decimal equivalence of Year/Month/Day.
 AC7937
 AC7937.The orthometric height was determined by GPS observations and a
 AC7937.high-resolution geoid model.
 AC7937
 AC7937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7937.GEOID18 height accuracy estimate available here.
 AC7937
 AC7937.Click photographs - Photos may exist for this station.
 AC7937
 AC7937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7937
 AC7937.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7937
 AC7937.The ellipsoidal height was determined by GPS observations
 AC7937.and is referenced to NAD 83.
 AC7937
 AC7937. The following values were computed from the NAD 83(2011) position.
 AC7937
 AC7937;                    North         East     Units Scale Factor Converg.
 AC7937;SPC SD N     -   150,087.249   676,865.403   MT  0.99994162   +0 41 31.8
 AC7937;SPC SD N     -   492,411.25  2,220,682.58   sFT  0.99994162   +0 41 31.8
 AC7937;UTM  14      - 5,002,924.141   498,272.601   MT  0.99960004   -0 00 56.1
 AC7937
 AC7937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7937!SPC SD N     -   0.99993263  x   0.99994162  =   0.99987425
 AC7937!UTM  14      -   0.99993263  x   0.99960004  =   0.99953270
 AC7937
 AC7937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9827202924(NAD 83)
 AC7937
 AC7937                          SUPERSEDED SURVEY CONTROL
 AC7937
 AC7937  NAD 83(2007)-  45 10 47.26994(N)    099 01 19.15011(W) AD(2002.00) 0
 AC7937  ELLIP H (02/10/07)  429.762  (m)                       GP(2002.00)    
 AC7937  ELLIP H (04/15/04)  429.775  (m)                       GP(       ) 2 1
 AC7937  NAD 83(1996)-  45 10 47.26939(N)    099 01 19.14958(W) AD(       ) B
 AC7937  ELLIP H (04/18/97)  429.809  (m)                       GP(       ) 4 1
 AC7937
 AC7937.Superseded values are not recommended for survey control.
 AC7937
 AC7937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7937.See file dsdata.pdf to determine how the superseded data were derived.
 AC7937
 AC7937_MARKER: Z = SEE DESCRIPTION
 AC7937_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7937_STAMPING: 45-158.82 1995
 AC7937_MARK LOGO: NGS
 AC7937_PROJECTION: FLUSH
 AC7937_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7937+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 AC7937_ROD/PIPE-DEPTH: 6.4 meters
 AC7937_SLEEVE-DEPTH  : 1.8 meters
 AC7937
 AC7937  HISTORY     - Date     Condition        Report By
 AC7937  HISTORY     - 1995     MONUMENTED       SDDT
 AC7937  HISTORY     - 19960927 GOOD             NGS
 AC7937  HISTORY     - 20100414 GOOD             INDIV
 AC7937
 AC7937                          STATION DESCRIPTION
 AC7937
 AC7937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7937'THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) NORTHEAST OF FAULKTON
 AC7937'AND 5.4 KM (3.35 MI) WEST-NORTHWEST OF CRESBARD, ON STATE HIGHWAY 45.
 AC7937'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7937'JUNCTION OF STATE HIGHWAYS 45 AND 20, 3.2 KM (2.00 MI) WEST OF
 AC7937'CRESBARD, GO NORTH ON STATE HIGHWAY 45 FOR 2.1 KM (1.30 MI) TO A
 AC7937'BRIDGE AT MILEPOST 158.56, CONTINUE NORTH ON HIGHWAY 45 FOR 0.32 KM
 AC7937'(0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7937'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7937'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 29.6 M (97.1 FT) WEST
 AC7937'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) WEST OF THE
 AC7937'NORTH END OF A CULVERT UNDER A FIELD ENTRANCE ROAD, 5.8 M (19.0 FT)
 AC7937'NORTH OF THE ROAD CENTER, 0.8 M (2.6 FT) EAST OF A FENCE, 0.4 M (1.3
 AC7937'FT) WEST OF A METAL GUARD POST, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 AC7937'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7937'AND THEN A 4-INCH PVC CAP.
 AC7937
 AC7937                          STATION RECOVERY (2010)
 AC7937
 AC7937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (PSL)
 AC7937'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1674 ***********************************************************************
 PU1674  DESIGNATION -  4518 DW
 PU1674  PID         -  PU1674
 PU1674  STATE/COUNTY-  SD/PENNINGTON
 PU1674  COUNTRY     -  US
 PU1674  USGS QUAD   -  SILVER CITY (2017)
 PU1674
 PU1674                         *CURRENT SURVEY CONTROL
 PU1674  ______________________________________________________________________
 PU1674* NAD 83(1986) POSITION- 44 04 50.22   (N) 103 31 19.03   (W)   HD_HELD1
 PU1674* NAVD 88 ORTHO HEIGHT -  1378.40  (+/-2cm)     4522.3   (feet) VERTCON3
 PU1674  ______________________________________________________________________
 PU1674  GEOID HEIGHT    -        -14.031 (meters)                     GEOID18
 PU1674  VERT ORDER      -  ? (See Below)
 PU1674
 PU1674.The horizontal coordinates were determined by differentially corrected
 PU1674.hand held GPS observations or other comparable positioning techniques
 PU1674.and have an estimated accuracy of +/- 3 meters.
 PU1674
 PU1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1674
 PU1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1674.GEOID18 height accuracy estimate available here.
 PU1674
 PU1674.The vertical order pertains to the NGVD 29 superseded value.
 PU1674
 PU1674.Click photographs - Photos may exist for this station.
 PU1674
 PU1674;                    North         East    Units  Estimated Accuracy
 PU1674;SPC SD S     -   199,013.6     344,677.7     MT  (+/- 3 meters HH1 GPS) 
 PU1674
 PU1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1834081888(NAD 83)
 PU1674
 PU1674                          SUPERSEDED SURVEY CONTROL
 PU1674
 PU1674  NGVD 29 (??/??/92) 1377.822  (m)         4520.40   (f) ADJ UNCH       
 PU1674
 PU1674.Superseded values are not recommended for survey control.
 PU1674
 PU1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1674.See file dsdata.pdf to determine how the superseded data were derived.
 PU1674
 PU1674_MARKER: P = PIPE CAP
 PU1674_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1674_STAMPING: 4518 DW
 PU1674_MARK LOGO: USGS
 PU1674_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1674
 PU1674  HISTORY     - Date     Condition        Report By
 PU1674  HISTORY     - 1900     MONUMENTED       USGS
 PU1674  HISTORY     - 1934     GOOD             CGS
 PU1674
 PU1674                          STATION DESCRIPTION
 PU1674
 PU1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1674'2.1 MI W FROM PACTOLA.
 PU1674'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, ON THE
 PU1674'SOUTHWEST SIDE OF ROAD AND RAILROAD AT BEAR GULCH, LOADING
 PU1674'PLATFORM, 350 FEET NORTHWEST OF THE JUNCTION OF MAIN ROAD AND
 PU1674'ROAD LEADING UP BEAR GULCH, 303 FEET NORTH OF STONE FOUNTAIN
 PU1674'WHICH IS IN THE FRONT YARD OF CAMP JUDSON, .86 FEET SOUTHWEST
 PU1674'OF THE SOUTHWEST RAIL, 17 FEET SOUTHWEST OF THE CENTERLINE OF
 PU1674'THE HIGHWAY, AND 4 FEET NORTHEAST OF RAIL FENCE.  A BRONZE
 PU1674'CAP, STAMPED 4518 DW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1672 ***********************************************************************
 PU1672  DESIGNATION -  4592 DW
 PU1672  PID         -  PU1672
 PU1672  STATE/COUNTY-  SD/PENNINGTON
 PU1672  COUNTRY     -  US
 PU1672  USGS QUAD   -  SILVER CITY (2017)
 PU1672
 PU1672                         *CURRENT SURVEY CONTROL
 PU1672  ______________________________________________________________________
 PU1672* NAD 83(1986) POSITION- 44 05 04.     (N) 103 33 42.     (W)   SCALED
 PU1672* NAVD 88 ORTHO HEIGHT -  1400.970 (meters)     4596.35  (feet) ADJUSTED
 PU1672  ______________________________________________________________________
 PU1672  GEOID HEIGHT    -        -13.839 (meters)                     GEOID18
 PU1672  DYNAMIC HEIGHT  -       1400.404 (meters)     4594.49  (feet) COMP
 PU1672  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 PU1672
 PU1672  VERT ORDER      -  SECOND    CLASS 0
 PU1672
 PU1672.The horizontal coordinates were scaled from a map and have
 PU1672.an estimated accuracy of +/- 6 seconds.
 PU1672
 PU1672.The orthometric height was determined by differential leveling and
 PU1672.adjusted by the NATIONAL GEODETIC SURVEY
 PU1672.in June 1991.
 PU1672
 PU1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1672.GEOID18 height accuracy estimate available here.
 PU1672
 PU1672.Click photographs - Photos may exist for this station.
 PU1672
 PU1672.The dynamic height is computed by dividing the NAVD 88
 PU1672.geopotential number by the normal gravity value computed on the
 PU1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1672.degrees latitude (g = 980.6199 gals.).
 PU1672
 PU1672.The modeled gravity was interpolated from observed gravity values.
 PU1672
 PU1672;                    North         East    Units  Estimated Accuracy
 PU1672;SPC SD S     -   199,560.      341,520.      MT  (+/- 180 meters Scaled)
 PU1672
 PU1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ151822(NAD 83)
 PU1672
 PU1672                          SUPERSEDED SURVEY CONTROL
 PU1672
 PU1672  NGVD 29 (??/??/92) 1400.392  (m)         4594.45   (f) ADJ UNCH    2 0
 PU1672
 PU1672.Superseded values are not recommended for survey control.
 PU1672
 PU1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1672.See file dsdata.pdf to determine how the superseded data were derived.
 PU1672
 PU1672_MARKER: P = PIPE CAP
 PU1672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1672_STAMPING: 4592 DW
 PU1672_MARK LOGO: USGS
 PU1672_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1672
 PU1672  HISTORY     - Date     Condition        Report By
 PU1672  HISTORY     - 1900     MONUMENTED       USGS
 PU1672  HISTORY     - 1934     GOOD             CGS
 PU1672
 PU1672                          STATION DESCRIPTION
 PU1672
 PU1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1672'4.3 MI W FROM PACTOLA.
 PU1672'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 5.2
 PU1672'MILES EAST OF RAILROAD JUNCTION, BETWEEN THE RAILROAD AND
 PU1672'RAPID CREEK, 2 RAILS EAST OF THE EAST END OF SIDING AT SILVER
 PU1672'CITY, 65 FEET SOUTH OF THE SOUTH RAIL.  A BRONZE CAP STAMPED
 PU1672'4592 DW.  NOTE-- THIS MARK IS IN BAD CONDITION, HAVING BEEN
 PU1672'PARTIALLY WASHED OUT, AND AS A RESULT THE MARK IS TIPPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1136 ***********************************************************************
 OR1136  DESIGNATION -  46 277.40
 OR1136  PID         -  OR1136
 OR1136  STATE/COUNTY-  SD/CHARLES MIX
 OR1136  COUNTRY     -  US
 OR1136  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1136
 OR1136                         *CURRENT SURVEY CONTROL
 OR1136  ______________________________________________________________________
 OR1136* NAD 83(1986) POSITION- 43 04 21.     (N) 098 31 35.     (W)   SCALED
 OR1136* NAVD 88 ORTHO HEIGHT -   459.621 (meters)     1507.94  (feet) ADJUSTED
 OR1136  ______________________________________________________________________
 OR1136  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 OR1136  DYNAMIC HEIGHT  -        459.469 (meters)     1507.44  (feet) COMP
 OR1136  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 OR1136
 OR1136  VERT ORDER      -  FIRST     CLASS II
 OR1136
 OR1136.The horizontal coordinates were scaled from a map and have
 OR1136.an estimated accuracy of +/- 6 seconds.
 OR1136
 OR1136.The orthometric height was determined by differential leveling and
 OR1136.adjusted by the NATIONAL GEODETIC SURVEY
 OR1136.in June 1994.
 OR1136
 OR1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1136.GEOID18 height accuracy estimate available here.
 OR1136
 OR1136.Click photographs - Photos may exist for this station.
 OR1136
 OR1136.The dynamic height is computed by dividing the NAVD 88
 OR1136.geopotential number by the normal gravity value computed on the
 OR1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1136.degrees latitude (g = 980.6199 gals.).
 OR1136
 OR1136.The modeled gravity was interpolated from observed gravity values.
 OR1136
 OR1136;                    North         East    Units  Estimated Accuracy
 OR1136;SPC SD S     -    83,720.      747,150.      MT  (+/- 180 meters Scaled)
 OR1136
 OR1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN385689(NAD 83)
 OR1136
 OR1136                          SUPERSEDED SURVEY CONTROL
 OR1136
 OR1136.No superseded survey control is available for this station.
 OR1136
 OR1136_MARKER: DB = BENCH MARK DISK
 OR1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1136_STAMPING: 46-277.40 1993
 OR1136_MARK LOGO: SDDT
 OR1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1136+STABILITY: SURFACE MOTION
 OR1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1136+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1136
 OR1136  HISTORY     - Date     Condition        Report By
 OR1136  HISTORY     - 1993     MONUMENTED       SDDT
 OR1136  HISTORY     - 19930919 GOOD             NGS
 OR1136  HISTORY     - 20121212 GOOD             INDIV
 OR1136
 OR1136                          STATION DESCRIPTION
 OR1136
 OR1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1136'19.1 KM (11.85 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION
 OR1136'OF MAIN AVENUE IN WAGNER, 361.0 M (1184.4 FT) NORTHEAST OF THE
 OR1136'INTERSECTION OF U.S. HIGHWAY 281, 40.0 M (131.2 FT) NORTHEAST OF THE
 OR1136'CENTER OF A DRIVEWAY, 29.0 M (95.1 FT) NORTHWEST OF THE HIGHWAY
 OR1136'CENTERLINE, 5.2 M (17.1 FT) SOUTHWEST OF THE SOUTHWEST END OF A SIGN
 OR1136'(WELCOME TO FORT RANDALL) , 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS
 OR1136'POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 OR1136'IS FLUSH WITH THE GROUND SURFACE.
 OR1136
 OR1136                          STATION RECOVERY (2012)
 OR1136
 OR1136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1135 ***********************************************************************
 OR1135  DESIGNATION -  46 278.35
 OR1135  PID         -  OR1135
 OR1135  STATE/COUNTY-  SD/CHARLES MIX
 OR1135  COUNTRY     -  US
 OR1135  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1135
 OR1135                         *CURRENT SURVEY CONTROL
 OR1135  ______________________________________________________________________
 OR1135* NAD 83(1986) POSITION- 43 04 32.     (N) 098 30 26.     (W)   SCALED
 OR1135* NAVD 88 ORTHO HEIGHT -   485.899 (meters)     1594.15  (feet) ADJUSTED
 OR1135  ______________________________________________________________________
 OR1135  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 OR1135  DYNAMIC HEIGHT  -        485.739 (meters)     1593.63  (feet) COMP
 OR1135  MODELED GRAVITY -    980,276.4   (mgal)                       NAVD 88
 OR1135
 OR1135  VERT ORDER      -  FIRST     CLASS II
 OR1135
 OR1135.The horizontal coordinates were scaled from a map and have
 OR1135.an estimated accuracy of +/- 6 seconds.
 OR1135
 OR1135.The orthometric height was determined by differential leveling and
 OR1135.adjusted by the NATIONAL GEODETIC SURVEY
 OR1135.in June 1994.
 OR1135
 OR1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1135.GEOID18 height accuracy estimate available here.
 OR1135
 OR1135.Click photographs - Photos may exist for this station.
 OR1135
 OR1135.The dynamic height is computed by dividing the NAVD 88
 OR1135.geopotential number by the normal gravity value computed on the
 OR1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1135.degrees latitude (g = 980.6199 gals.).
 OR1135
 OR1135.The modeled gravity was interpolated from observed gravity values.
 OR1135
 OR1135;                    North         East    Units  Estimated Accuracy
 OR1135;SPC SD S     -    84,090.      748,700.      MT  (+/- 180 meters Scaled)
 OR1135
 OR1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN401693(NAD 83)
 OR1135
 OR1135                          SUPERSEDED SURVEY CONTROL
 OR1135
 OR1135.No superseded survey control is available for this station.
 OR1135
 OR1135_MARKER: DB = BENCH MARK DISK
 OR1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1135_STAMPING: 46-278.35 1993
 OR1135_MARK LOGO: SDDT
 OR1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1135+STABILITY: SURFACE MOTION
 OR1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1135+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1135
 OR1135  HISTORY     - Date     Condition        Report By
 OR1135  HISTORY     - 1993     MONUMENTED       SDDT
 OR1135  HISTORY     - 19930919 GOOD             NGS
 OR1135  HISTORY     - 20121212 GOOD             INDIV
 OR1135
 OR1135                          STATION DESCRIPTION
 OR1135
 OR1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1135'17.5 KM (10.85 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION
 OR1135'OF MAIN AVENUE IN WAGNER, 560.0 M (1837.3 FT) EAST OF MILEPOST 278,
 OR1135'30.2 M (99.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT)
 OR1135'SOUTHWEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 OR1135'HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND
 OR1135'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1135
 OR1135                          STATION RECOVERY (2012)
 OR1135
 OR1135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1134 ***********************************************************************
 OR1134  DESIGNATION -  46 279.40
 OR1134  PID         -  OR1134
 OR1134  STATE/COUNTY-  SD/CHARLES MIX
 OR1134  COUNTRY     -  US
 OR1134  USGS QUAD   -  WAGNER SW (2017)
 OR1134
 OR1134                         *CURRENT SURVEY CONTROL
 OR1134  ______________________________________________________________________
 OR1134* NAD 83(1986) POSITION- 43 04 51.     (N) 098 29 15.     (W)   SCALED
 OR1134* NAVD 88 ORTHO HEIGHT -   543.663 (meters)     1783.67  (feet) ADJUSTED
 OR1134  ______________________________________________________________________
 OR1134  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 OR1134  DYNAMIC HEIGHT  -        543.485 (meters)     1783.08  (feet) COMP
 OR1134  MODELED GRAVITY -    980,275.5   (mgal)                       NAVD 88
 OR1134
 OR1134  VERT ORDER      -  FIRST     CLASS II
 OR1134
 OR1134.The horizontal coordinates were scaled from a map and have
 OR1134.an estimated accuracy of +/- 6 seconds.
 OR1134
 OR1134.The orthometric height was determined by differential leveling and
 OR1134.adjusted by the NATIONAL GEODETIC SURVEY
 OR1134.in June 1994.
 OR1134
 OR1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1134.GEOID18 height accuracy estimate available here.
 OR1134
 OR1134.Click photographs - Photos may exist for this station.
 OR1134
 OR1134.The dynamic height is computed by dividing the NAVD 88
 OR1134.geopotential number by the normal gravity value computed on the
 OR1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1134.degrees latitude (g = 980.6199 gals.).
 OR1134
 OR1134.The modeled gravity was interpolated from observed gravity values.
 OR1134
 OR1134;                    North         East    Units  Estimated Accuracy
 OR1134;SPC SD S     -    84,710.      750,290.      MT  (+/- 180 meters Scaled)
 OR1134
 OR1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN417699(NAD 83)
 OR1134
 OR1134                          SUPERSEDED SURVEY CONTROL
 OR1134
 OR1134.No superseded survey control is available for this station.
 OR1134
 OR1134_MARKER: DB = BENCH MARK DISK
 OR1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1134_STAMPING: 46-279.40 1993
 OR1134_MARK LOGO: SDDT
 OR1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1134+STABILITY: SURFACE MOTION
 OR1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1134+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1134
 OR1134  HISTORY     - Date     Condition        Report By
 OR1134  HISTORY     - 1993     MONUMENTED       SDDT
 OR1134  HISTORY     - 19930919 GOOD             NGS
 OR1134  HISTORY     - 20121212 GOOD             INDIV
 OR1134
 OR1134                          STATION DESCRIPTION
 OR1134
 OR1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1134'15.8 KM (9.80 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION
 OR1134'OF MAIN AVENUE IN WAGNER, 586.0 M (1922.6 FT) EAST OF MILEPOST 279,
 OR1134'30.2 M (99.1 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 OR1134'6.0 M (19.7 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD, 1.5 M (4.9
 OR1134'FT) WEST OF THE WEST GATE POST OF A FIELD ENTRANCE, 0.4 M (1.3 FT)
 OR1134'EAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND THE
 OR1134'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1134
 OR1134                          STATION RECOVERY (2012)
 OR1134
 OR1134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1133 ***********************************************************************
 OR1133  DESIGNATION -  46 280.55
 OR1133  PID         -  OR1133
 OR1133  STATE/COUNTY-  SD/CHARLES MIX
 OR1133  COUNTRY     -  US
 OR1133  USGS QUAD   -  WAGNER SW (2017)
 OR1133
 OR1133                         *CURRENT SURVEY CONTROL
 OR1133  ______________________________________________________________________
 OR1133* NAD 83(1986) POSITION- 43 04 55.     (N) 098 27 58.     (W)   SCALED
 OR1133* NAVD 88 ORTHO HEIGHT -   556.673 (meters)     1826.35  (feet) ADJUSTED
 OR1133  ______________________________________________________________________
 OR1133  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 OR1133  DYNAMIC HEIGHT  -        556.490 (meters)     1825.75  (feet) COMP
 OR1133  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OR1133
 OR1133  VERT ORDER      -  FIRST     CLASS II
 OR1133
 OR1133.The horizontal coordinates were scaled from a map and have
 OR1133.an estimated accuracy of +/- 6 seconds.
 OR1133
 OR1133.The orthometric height was determined by differential leveling and
 OR1133.adjusted by the NATIONAL GEODETIC SURVEY
 OR1133.in June 1994.
 OR1133
 OR1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1133.GEOID18 height accuracy estimate available here.
 OR1133
 OR1133.Click photographs - Photos may exist for this station.
 OR1133
 OR1133.The dynamic height is computed by dividing the NAVD 88
 OR1133.geopotential number by the normal gravity value computed on the
 OR1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1133.degrees latitude (g = 980.6199 gals.).
 OR1133
 OR1133.The modeled gravity was interpolated from observed gravity values.
 OR1133
 OR1133;                    North         East    Units  Estimated Accuracy
 OR1133;SPC SD S     -    84,870.      752,030.      MT  (+/- 180 meters Scaled)
 OR1133
 OR1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN434700(NAD 83)
 OR1133
 OR1133                          SUPERSEDED SURVEY CONTROL
 OR1133
 OR1133.No superseded survey control is available for this station.
 OR1133
 OR1133_MARKER: Z = SEE DESCRIPTION
 OR1133_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1133_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1133_STAMPING: 46-280.55 1993
 OR1133_MARK LOGO: SDDT
 OR1133_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1133_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1133+STABILITY: POSITION/ELEVATION WELL
 OR1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1133+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1133_ROD/PIPE-DEPTH: 6.4 meters
 OR1133_SLEEVE-DEPTH  : 3.0 meters
 OR1133
 OR1133  HISTORY     - Date     Condition        Report By
 OR1133  HISTORY     - 1993     MONUMENTED       SDDT
 OR1133  HISTORY     - 19930919 GOOD             NGS
 OR1133  HISTORY     - 20121212 GOOD             INDIV
 OR1133
 OR1133                          STATION DESCRIPTION
 OR1133
 OR1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1133'14.1 KM (8.75 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION
 OR1133'OF MAIN AVENUE IN WAGNER, 0.9 KM (0.55 MI) WEST OF MILEPOST 281, 29.4
 OR1133'M (96.5 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 17.8 M
 OR1133'(58.4 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) NORTH
 OR1133'OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0
 OR1133'FT) NORTH OF A STEEL GUARD POST.  NOTE--THE DATUM POINT IS A
 OR1133'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 OR1133'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OR1133'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OR1133'PVC PIPE.
 OR1133
 OR1133                          STATION RECOVERY (2012)
 OR1133
 OR1133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1132 ***********************************************************************
 OR1132  DESIGNATION -  46 281.55
 OR1132  PID         -  OR1132
 OR1132  STATE/COUNTY-  SD/CHARLES MIX
 OR1132  COUNTRY     -  US
 OR1132  USGS QUAD   -  WAGNER SW (2017)
 OR1132
 OR1132                         *CURRENT SURVEY CONTROL
 OR1132  ______________________________________________________________________
 OR1132* NAD 83(1986) POSITION- 43 04 54.79   (N) 098 26 47.67   (W)   HD_HELD1
 OR1132* NAVD 88 ORTHO HEIGHT -   530.965 (meters)     1742.01  (feet) ADJUSTED
 OR1132  ______________________________________________________________________
 OR1132  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 OR1132  DYNAMIC HEIGHT  -        530.788 (meters)     1741.43  (feet) COMP
 OR1132  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 OR1132
 OR1132  VERT ORDER      -  FIRST     CLASS II
 OR1132
 OR1132.The horizontal coordinates were determined by differentially corrected
 OR1132.hand held GPS observations or other comparable positioning techniques
 OR1132.and have an estimated accuracy of +/- 3 meters.
 OR1132
 OR1132.The orthometric height was determined by differential leveling and
 OR1132.adjusted by the NATIONAL GEODETIC SURVEY
 OR1132.in June 1994.
 OR1132
 OR1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1132.GEOID18 height accuracy estimate available here.
 OR1132
 OR1132.Click photographs - Photos may exist for this station.
 OR1132
 OR1132.The dynamic height is computed by dividing the NAVD 88
 OR1132.geopotential number by the normal gravity value computed on the
 OR1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1132.degrees latitude (g = 980.6199 gals.).
 OR1132
 OR1132.The modeled gravity was interpolated from observed gravity values.
 OR1132
 OR1132;                    North         East    Units  Estimated Accuracy
 OR1132;SPC SD S     -    84,902.8     753,622.8     MT  (+/- 3 meters HH1 GPS) 
 OR1132
 OR1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4504870056(NAD 83)
 OR1132
 OR1132                          SUPERSEDED SURVEY CONTROL
 OR1132
 OR1132.No superseded survey control is available for this station.
 OR1132
 OR1132_MARKER: DD = SURVEY DISK
 OR1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1132_STAMPING: 46-281.55 1993
 OR1132_MARK LOGO: SDDT
 OR1132_PROJECTION: FLUSH
 OR1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1132+STABILITY: SURFACE MOTION
 OR1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1132+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1132
 OR1132  HISTORY     - Date     Condition        Report By
 OR1132  HISTORY     - 1993     MONUMENTED       SDDT
 OR1132  HISTORY     - 19930919 GOOD             NGS
 OR1132  HISTORY     - 20121212 GOOD             INDIV
 OR1132
 OR1132                          STATION DESCRIPTION
 OR1132
 OR1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1132'12.5 KM (7.75 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION
 OR1132'OF MAIN AVENUE IN WAGNER, 725.0 M (2378.6 FT) EAST OF MILEPOST 281,
 OR1132'30.4 M (99.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 25.0 M (82.0 FT)
 OR1132'EAST OF THE CENTER OF A DIRT ROAD, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 OR1132'THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 OR1132
 OR1132                          STATION RECOVERY (2012)
 OR1132
 OR1132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1131 ***********************************************************************
 OR1131  DESIGNATION -  46 282.50
 OR1131  PID         -  OR1131
 OR1131  STATE/COUNTY-  SD/CHARLES MIX
 OR1131  COUNTRY     -  US
 OR1131  USGS QUAD   -  WAGNER SW (2017)
 OR1131
 OR1131                         *CURRENT SURVEY CONTROL
 OR1131  ______________________________________________________________________
 OR1131* NAD 83(1986) POSITION- 43 04 54.     (N) 098 25 38.     (W)   SCALED
 OR1131* NAVD 88 ORTHO HEIGHT -   499.348 (meters)     1638.28  (feet) ADJUSTED
 OR1131  ______________________________________________________________________
 OR1131  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 OR1131  DYNAMIC HEIGHT  -        499.181 (meters)     1637.73  (feet) COMP
 OR1131  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OR1131
 OR1131  VERT ORDER      -  FIRST     CLASS II
 OR1131
 OR1131.The horizontal coordinates were scaled from a map and have
 OR1131.an estimated accuracy of +/- 6 seconds.
 OR1131
 OR1131.The orthometric height was determined by differential leveling and
 OR1131.adjusted by the NATIONAL GEODETIC SURVEY
 OR1131.in June 1994.
 OR1131
 OR1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1131.GEOID18 height accuracy estimate available here.
 OR1131
 OR1131.Click photographs - Photos may exist for this station.
 OR1131
 OR1131.The dynamic height is computed by dividing the NAVD 88
 OR1131.geopotential number by the normal gravity value computed on the
 OR1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1131.degrees latitude (g = 980.6199 gals.).
 OR1131
 OR1131.The modeled gravity was interpolated from observed gravity values.
 OR1131
 OR1131;                    North         East    Units  Estimated Accuracy
 OR1131;SPC SD S     -    84,910.      755,200.      MT  (+/- 180 meters Scaled)
 OR1131
 OR1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN466700(NAD 83)
 OR1131
 OR1131                          SUPERSEDED SURVEY CONTROL
 OR1131
 OR1131.No superseded survey control is available for this station.
 OR1131
 OR1131_MARKER: DB = BENCH MARK DISK
 OR1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1131_STAMPING: 46-282.50 1993
 OR1131_MARK LOGO: SDDT
 OR1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1131+STABILITY: SURFACE MOTION
 OR1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1131+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1131
 OR1131  HISTORY     - Date     Condition        Report By
 OR1131  HISTORY     - 1993     MONUMENTED       SDDT
 OR1131  HISTORY     - 19930919 GOOD             NGS
 OR1131  HISTORY     - 20121212 GOOD             INDIV
 OR1131
 OR1131                          STATION DESCRIPTION
 OR1131
 OR1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1131'10.2 KM (6.35 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION
 OR1131'OF MAIN AVENUE IN WAGNER, 675.0 M (2214.6 FT) EAST OF MILEPOST 282,
 OR1131'30.0 M (98.4 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 21, 30.0 M
 OR1131'(98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) BELOW THE
 OR1131'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 OR1131'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OR1131'SURFACE.
 OR1131
 OR1131                          STATION RECOVERY (2012)
 OR1131
 OR1131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1130 ***********************************************************************
 OR1130  DESIGNATION -  46 283.50
 OR1130  PID         -  OR1130
 OR1130  STATE/COUNTY-  SD/CHARLES MIX
 OR1130  COUNTRY     -  US
 OR1130  USGS QUAD   -  WAGNER SW (2017)
 OR1130
 OR1130                         *CURRENT SURVEY CONTROL
 OR1130  ______________________________________________________________________
 OR1130* NAD 83(1986) POSITION- 43 04 54.     (N) 098 24 21.     (W)   SCALED
 OR1130* NAVD 88 ORTHO HEIGHT -   472.405 (meters)     1549.88  (feet) ADJUSTED
 OR1130  ______________________________________________________________________
 OR1130  GEOID HEIGHT    -        -26.343 (meters)                     GEOID18
 OR1130  DYNAMIC HEIGHT  -        472.246 (meters)     1549.36  (feet) COMP
 OR1130  MODELED GRAVITY -    980,269.9   (mgal)                       NAVD 88
 OR1130
 OR1130  VERT ORDER      -  FIRST     CLASS II
 OR1130
 OR1130.The horizontal coordinates were scaled from a map and have
 OR1130.an estimated accuracy of +/- 6 seconds.
 OR1130
 OR1130.The orthometric height was determined by differential leveling and
 OR1130.adjusted by the NATIONAL GEODETIC SURVEY
 OR1130.in June 1994.
 OR1130
 OR1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1130.GEOID18 height accuracy estimate available here.
 OR1130
 OR1130.Click photographs - Photos may exist for this station.
 OR1130
 OR1130.The dynamic height is computed by dividing the NAVD 88
 OR1130.geopotential number by the normal gravity value computed on the
 OR1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1130.degrees latitude (g = 980.6199 gals.).
 OR1130
 OR1130.The modeled gravity was interpolated from observed gravity values.
 OR1130
 OR1130;                    North         East    Units  Estimated Accuracy
 OR1130;SPC SD S     -    84,960.      756,940.      MT  (+/- 180 meters Scaled)
 OR1130
 OR1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN483700(NAD 83)
 OR1130
 OR1130                          SUPERSEDED SURVEY CONTROL
 OR1130
 OR1130.No superseded survey control is available for this station.
 OR1130
 OR1130_MARKER: DB = BENCH MARK DISK
 OR1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1130_STAMPING: 46-283.50 1993
 OR1130_MARK LOGO: SDDT
 OR1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1130+STABILITY: SURFACE MOTION
 OR1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1130+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1130
 OR1130  HISTORY     - Date     Condition        Report By
 OR1130  HISTORY     - 1993     MONUMENTED       SDDT
 OR1130  HISTORY     - 19930919 GOOD             NGS
 OR1130  HISTORY     - 20121212 GOOD             INDIV
 OR1130
 OR1130                          STATION DESCRIPTION
 OR1130
 OR1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1130'9.2 KM (5.70 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 OR1130'MAIN AVENUE IN WAGNER, 754.0 M (2473.7 FT) EAST OF MILEPOST 283, 34.5
 OR1130'M (113.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 28.9 M (94.8 FT)
 OR1130'SOUTH OF THE HIGHWAY CENTERLINE, 23.2 M (76.1 FT) EAST OF UNDERGROUND
 OR1130'CABLE JUNCTION BOX NUMBER 51 WC N10, 1.4 M (4.6 FT) BELOW THE LEVEL
 OR1130'OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE
 OR1130'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1130
 OR1130                          STATION RECOVERY (2012)
 OR1130
 OR1130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1129 ***********************************************************************
 OR1129  DESIGNATION -  46 284.50
 OR1129  PID         -  OR1129
 OR1129  STATE/COUNTY-  SD/CHARLES MIX
 OR1129  COUNTRY     -  US
 OR1129  USGS QUAD   -  WAGNER SW (2017)
 OR1129
 OR1129                         *CURRENT SURVEY CONTROL
 OR1129  ______________________________________________________________________
 OR1129* NAD 83(1986) POSITION- 43 04 56.     (N) 098 23 12.     (W)   SCALED
 OR1129* NAVD 88 ORTHO HEIGHT -   458.913 (meters)     1505.62  (feet) ADJUSTED
 OR1129  ______________________________________________________________________
 OR1129  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 OR1129  DYNAMIC HEIGHT  -        458.758 (meters)     1505.11  (feet) COMP
 OR1129  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 OR1129
 OR1129  VERT ORDER      -  FIRST     CLASS II
 OR1129
 OR1129.The horizontal coordinates were scaled from a map and have
 OR1129.an estimated accuracy of +/- 6 seconds.
 OR1129
 OR1129.The orthometric height was determined by differential leveling and
 OR1129.adjusted by the NATIONAL GEODETIC SURVEY
 OR1129.in June 1994.
 OR1129
 OR1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1129.GEOID18 height accuracy estimate available here.
 OR1129
 OR1129.Click photographs - Photos may exist for this station.
 OR1129
 OR1129.The dynamic height is computed by dividing the NAVD 88
 OR1129.geopotential number by the normal gravity value computed on the
 OR1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1129.degrees latitude (g = 980.6199 gals.).
 OR1129
 OR1129.The modeled gravity was interpolated from observed gravity values.
 OR1129
 OR1129;                    North         East    Units  Estimated Accuracy
 OR1129;SPC SD S     -    85,050.      758,500.      MT  (+/- 180 meters Scaled)
 OR1129
 OR1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN499701(NAD 83)
 OR1129
 OR1129                          SUPERSEDED SURVEY CONTROL
 OR1129
 OR1129.No superseded survey control is available for this station.
 OR1129
 OR1129_MARKER: I = METAL ROD
 OR1129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1129_STAMPING: 46-284.50 1993
 OR1129_MARK LOGO: NGS
 OR1129_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1129_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1129+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1129_ROD/PIPE-DEPTH: 11.3 meters
 OR1129_SLEEVE-DEPTH  : 1.5 meters
 OR1129
 OR1129  HISTORY     - Date     Condition        Report By
 OR1129  HISTORY     - 1993     MONUMENTED       SDDT
 OR1129  HISTORY     - 19930919 GOOD             NGS
 OR1129  HISTORY     - 20121212 GOOD             INDIV
 OR1129
 OR1129                          STATION DESCRIPTION
 OR1129
 OR1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1129'7.6 KM (4.70 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 OR1129'MAIN AVENUE IN WAGNER, 0.9 KM (0.55 MI) EAST OF MILEPOST 284, 29.2 M
 OR1129'(95.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 25.7 M (84.3 FT) EAST OF
 OR1129'THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.4 M
 OR1129'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 OR1129'WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OR1129'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR1129'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1129
 OR1129                          STATION RECOVERY (2012)
 OR1129
 OR1129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1128 ***********************************************************************
 OR1128  DESIGNATION -  46 285.50
 OR1128  PID         -  OR1128
 OR1128  STATE/COUNTY-  SD/CHARLES MIX
 OR1128  COUNTRY     -  US
 OR1128  USGS QUAD   -  WAGNER (2017)
 OR1128
 OR1128                         *CURRENT SURVEY CONTROL
 OR1128  ______________________________________________________________________
 OR1128* NAD 83(1986) POSITION- 43 04 53.81   (N) 098 22 01.16   (W)   HD_HELD1
 OR1128* NAVD 88 ORTHO HEIGHT -   454.942 (meters)     1492.59  (feet) ADJUSTED
 OR1128  ______________________________________________________________________
 OR1128  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 OR1128  DYNAMIC HEIGHT  -        454.789 (meters)     1492.09  (feet) COMP
 OR1128  MODELED GRAVITY -    980,270.5   (mgal)                       NAVD 88
 OR1128
 OR1128  VERT ORDER      -  FIRST     CLASS II
 OR1128
 OR1128.The horizontal coordinates were determined by differentially corrected
 OR1128.hand held GPS observations or other comparable positioning techniques
 OR1128.and have an estimated accuracy of +/- 3 meters.
 OR1128
 OR1128.The orthometric height was determined by differential leveling and
 OR1128.adjusted by the NATIONAL GEODETIC SURVEY
 OR1128.in June 1994.
 OR1128
 OR1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1128.GEOID18 height accuracy estimate available here.
 OR1128
 OR1128.Click photographs - Photos may exist for this station.
 OR1128
 OR1128.The dynamic height is computed by dividing the NAVD 88
 OR1128.geopotential number by the normal gravity value computed on the
 OR1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1128.degrees latitude (g = 980.6199 gals.).
 OR1128
 OR1128.The modeled gravity was interpolated from observed gravity values.
 OR1128
 OR1128;                    North         East    Units  Estimated Accuracy
 OR1128;SPC SD S     -    85,022.8     760,102.4     MT  (+/- 3 meters HH1 GPS) 
 OR1128
 OR1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5152770072(NAD 83)
 OR1128
 OR1128                          SUPERSEDED SURVEY CONTROL
 OR1128
 OR1128.No superseded survey control is available for this station.
 OR1128
 OR1128_MARKER: Z = SEE DESCRIPTION
 OR1128_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1128_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1128_STAMPING: 46-285.50 1993
 OR1128_MARK LOGO: NGS
 OR1128_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1128_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1128+STABILITY: POSITION/ELEVATION WELL
 OR1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1128+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1128_ROD/PIPE-DEPTH: 6.4 meters
 OR1128_SLEEVE-DEPTH  : 3.0 meters
 OR1128
 OR1128  HISTORY     - Date     Condition        Report By
 OR1128  HISTORY     - 1993     MONUMENTED       SDDT
 OR1128  HISTORY     - 19930919 GOOD             NGS
 OR1128  HISTORY     - 20121212 GOOD             INDIV
 OR1128
 OR1128                          STATION DESCRIPTION
 OR1128
 OR1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1128'6.0 KM (3.70 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 OR1128'MAIN AVENUE IN WAGNER, 754.0 M (2473.7 FT) EAST OF MILEPOST 285, 38.0
 OR1128'M (124.7 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 30.2 M (99.1 FT)
 OR1128'SOUTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF
 OR1128'THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND
 OR1128'0.4 M (1.3 FT) SOUTH OF A STEEL GUARD POST.  NOTE--THE DATUM POINT IS
 OR1128'A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 OR1128'TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 OR1128'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OR1128'PVC PIPE.
 OR1128
 OR1128                          STATION RECOVERY (2012)
 OR1128
 OR1128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1127 ***********************************************************************
 OR1127  DESIGNATION -  46 286.50
 OR1127  PID         -  OR1127
 OR1127  STATE/COUNTY-  SD/CHARLES MIX
 OR1127  COUNTRY     -  US
 OR1127  USGS QUAD   -  WAGNER (2017)
 OR1127
 OR1127                         *CURRENT SURVEY CONTROL
 OR1127  ______________________________________________________________________
 OR1127* NAD 83(1986) POSITION- 43 04 56.     (N) 098 20 50.     (W)   SCALED
 OR1127* NAVD 88 ORTHO HEIGHT -   449.316 (meters)     1474.13  (feet) ADJUSTED
 OR1127  ______________________________________________________________________
 OR1127  GEOID HEIGHT    -        -26.384 (meters)                     GEOID18
 OR1127  DYNAMIC HEIGHT  -        449.164 (meters)     1473.63  (feet) COMP
 OR1127  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 OR1127
 OR1127  VERT ORDER      -  FIRST     CLASS II
 OR1127
 OR1127.The horizontal coordinates were scaled from a map and have
 OR1127.an estimated accuracy of +/- 6 seconds.
 OR1127
 OR1127.The orthometric height was determined by differential leveling and
 OR1127.adjusted by the NATIONAL GEODETIC SURVEY
 OR1127.in June 1994.
 OR1127
 OR1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1127.GEOID18 height accuracy estimate available here.
 OR1127
 OR1127.Click photographs - Photos may exist for this station.
 OR1127
 OR1127.The dynamic height is computed by dividing the NAVD 88
 OR1127.geopotential number by the normal gravity value computed on the
 OR1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1127.degrees latitude (g = 980.6199 gals.).
 OR1127
 OR1127.The modeled gravity was interpolated from observed gravity values.
 OR1127
 OR1127;                    North         East    Units  Estimated Accuracy
 OR1127;SPC SD S     -    85,130.      761,710.      MT  (+/- 180 meters Scaled)
 OR1127
 OR1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531701(NAD 83)
 OR1127
 OR1127                          SUPERSEDED SURVEY CONTROL
 OR1127
 OR1127.No superseded survey control is available for this station.
 OR1127
 OR1127_MARKER: DB = BENCH MARK DISK
 OR1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1127_STAMPING: 46-286.50 1993
 OR1127_MARK LOGO: SDDT
 OR1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1127+STABILITY: SURFACE MOTION
 OR1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1127+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1127
 OR1127  HISTORY     - Date     Condition        Report By
 OR1127  HISTORY     - 1993     MONUMENTED       SDDT
 OR1127  HISTORY     - 19930919 GOOD             NGS
 OR1127  HISTORY     - 20121212 GOOD             INDIV
 OR1127
 OR1127                          STATION DESCRIPTION
 OR1127
 OR1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1127'4.4 KM (2.75 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 OR1127'MAIN AVENUE IN WAGNER, 768.0 M (2519.7 FT) EAST OF MILEPOST 286, 30.0
 OR1127'M (98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 22.6 M (74.1 FT) EAST OF
 OR1127'THE CENTER OF A DIRT ROAD, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 OR1127'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 OR1127'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1127
 OR1127                          STATION RECOVERY (2012)
 OR1127
 OR1127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1126 ***********************************************************************
 OR1126  DESIGNATION -  46 287.50
 OR1126  PID         -  OR1126
 OR1126  STATE/COUNTY-  SD/CHARLES MIX
 OR1126  COUNTRY     -  US
 OR1126  USGS QUAD   -  WAGNER (2017)
 OR1126
 OR1126                         *CURRENT SURVEY CONTROL
 OR1126  ______________________________________________________________________
 OR1126* NAD 83(1986) POSITION- 43 04 56.     (N) 098 19 37.     (W)   SCALED
 OR1126* NAVD 88 ORTHO HEIGHT -   445.771 (meters)     1462.50  (feet) ADJUSTED
 OR1126  ______________________________________________________________________
 OR1126  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 OR1126  DYNAMIC HEIGHT  -        445.621 (meters)     1462.01  (feet) COMP
 OR1126  MODELED GRAVITY -    980,271.1   (mgal)                       NAVD 88
 OR1126
 OR1126  VERT ORDER      -  FIRST     CLASS II
 OR1126
 OR1126.The horizontal coordinates were scaled from a map and have
 OR1126.an estimated accuracy of +/- 6 seconds.
 OR1126
 OR1126.The orthometric height was determined by differential leveling and
 OR1126.adjusted by the NATIONAL GEODETIC SURVEY
 OR1126.in June 1994.
 OR1126
 OR1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1126.GEOID18 height accuracy estimate available here.
 OR1126
 OR1126.Click photographs - Photos may exist for this station.
 OR1126
 OR1126.The dynamic height is computed by dividing the NAVD 88
 OR1126.geopotential number by the normal gravity value computed on the
 OR1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1126.degrees latitude (g = 980.6199 gals.).
 OR1126
 OR1126.The modeled gravity was interpolated from observed gravity values.
 OR1126
 OR1126;                    North         East    Units  Estimated Accuracy
 OR1126;SPC SD S     -    85,170.      763,360.      MT  (+/- 180 meters Scaled)
 OR1126
 OR1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN547701(NAD 83)
 OR1126
 OR1126                          SUPERSEDED SURVEY CONTROL
 OR1126
 OR1126.No superseded survey control is available for this station.
 OR1126
 OR1126_MARKER: DB = BENCH MARK DISK
 OR1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1126_STAMPING: 46-287.50 1993
 OR1126_MARK LOGO: SDDT
 OR1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1126+STABILITY: SURFACE MOTION
 OR1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1126+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1126
 OR1126  HISTORY     - Date     Condition        Report By
 OR1126  HISTORY     - 1993     MONUMENTED       SDDT
 OR1126  HISTORY     - 19930919 GOOD             NGS
 OR1126  HISTORY     - 20121212 GOOD             INDIV
 OR1126
 OR1126                          STATION DESCRIPTION
 OR1126
 OR1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1126'2.7 KM (1.65 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 OR1126'MAIN AVENUE IN WAGNER, 0.8 KM (0.50 MI) EAST OF MILEPOST 287, 31.0 M
 OR1126'(101.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 27.7 M (90.9 FT) EAST OF
 OR1126'THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OR1126'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OR1126'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1126
 OR1126                          STATION RECOVERY (2012)
 OR1126
 OR1126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1125 ***********************************************************************
 OR1125  DESIGNATION -  46 288.50
 OR1125  PID         -  OR1125
 OR1125  STATE/COUNTY-  SD/CHARLES MIX
 OR1125  COUNTRY     -  US
 OR1125  USGS QUAD   -  WAGNER (2017)
 OR1125
 OR1125                         *CURRENT SURVEY CONTROL
 OR1125  ______________________________________________________________________
 OR1125* NAD 83(1986) POSITION- 43 04 55.     (N) 098 18 27.     (W)   SCALED
 OR1125* NAVD 88 ORTHO HEIGHT -   443.115 (meters)     1453.79  (feet) ADJUSTED
 OR1125  ______________________________________________________________________
 OR1125  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 OR1125  DYNAMIC HEIGHT  -        442.966 (meters)     1453.30  (feet) COMP
 OR1125  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 OR1125
 OR1125  VERT ORDER      -  FIRST     CLASS II
 OR1125
 OR1125.The horizontal coordinates were scaled from a map and have
 OR1125.an estimated accuracy of +/- 6 seconds.
 OR1125
 OR1125.The orthometric height was determined by differential leveling and
 OR1125.adjusted by the NATIONAL GEODETIC SURVEY
 OR1125.in June 1994.
 OR1125
 OR1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1125.GEOID18 height accuracy estimate available here.
 OR1125
 OR1125.Click photographs - Photos may exist for this station.
 OR1125
 OR1125.The dynamic height is computed by dividing the NAVD 88
 OR1125.geopotential number by the normal gravity value computed on the
 OR1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1125.degrees latitude (g = 980.6199 gals.).
 OR1125
 OR1125.The modeled gravity was interpolated from observed gravity values.
 OR1125
 OR1125;                    North         East    Units  Estimated Accuracy
 OR1125;SPC SD S     -    85,180.      764,940.      MT  (+/- 180 meters Scaled)
 OR1125
 OR1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN563701(NAD 83)
 OR1125
 OR1125                          SUPERSEDED SURVEY CONTROL
 OR1125
 OR1125.No superseded survey control is available for this station.
 OR1125
 OR1125_MARKER: DB = BENCH MARK DISK
 OR1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1125_STAMPING: 46-288.50 1993
 OR1125_MARK LOGO: SDDT
 OR1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1125+STABILITY: SURFACE MOTION
 OR1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1125+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1125
 OR1125  HISTORY     - Date     Condition        Report By
 OR1125  HISTORY     - 1993     MONUMENTED       SDDT
 OR1125  HISTORY     - 19930919 GOOD             NGS
 OR1125  HISTORY     - 20121212 GOOD             INDIV
 OR1125
 OR1125                          STATION DESCRIPTION
 OR1125
 OR1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1125'1.1 KM (0.70 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 OR1125'MAIN AVENUE IN WAGNER, 0.8 KM (0.50 MI) EAST OF MILEPOST 288, 26.0 M
 OR1125'(85.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.5 M (64.0 FT) SOUTH OF
 OR1125'THE EXTENDED CENTER OF COUNTY ROAD 15 AND THE CENTER OF A DRIVEWAY,
 OR1125'10.3 M (33.8 FT) EAST OF A UTILITY POLE WITH LINES CROSSING THE
 OR1125'HIGHWAY, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OR1125'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OR1125'GROUND SURFACE.
 OR1125
 OR1125                          STATION RECOVERY (2012)
 OR1125
 OR1125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1124 ***********************************************************************
 OR1124  DESIGNATION -  46 289.50
 OR1124  PID         -  OR1124
 OR1124  STATE/COUNTY-  SD/CHARLES MIX
 OR1124  COUNTRY     -  US
 OR1124  USGS QUAD   -  WAGNER (2017)
 OR1124
 OR1124                         *CURRENT SURVEY CONTROL
 OR1124  ______________________________________________________________________
 OR1124* NAD 83(1986) POSITION- 43 04 51.     (N) 098 17 19.     (W)   SCALED
 OR1124* NAVD 88 ORTHO HEIGHT -   434.987 (meters)     1427.12  (feet) ADJUSTED
 OR1124  ______________________________________________________________________
 OR1124  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 OR1124  DYNAMIC HEIGHT  -        434.840 (meters)     1426.64  (feet) COMP
 OR1124  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 OR1124
 OR1124  VERT ORDER      -  FIRST     CLASS II
 OR1124
 OR1124.The horizontal coordinates were scaled from a map and have
 OR1124.an estimated accuracy of +/- 6 seconds.
 OR1124
 OR1124.The orthometric height was determined by differential leveling and
 OR1124.adjusted by the NATIONAL GEODETIC SURVEY
 OR1124.in June 1994.
 OR1124
 OR1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1124.GEOID18 height accuracy estimate available here.
 OR1124
 OR1124.Click photographs - Photos may exist for this station.
 OR1124
 OR1124.The dynamic height is computed by dividing the NAVD 88
 OR1124.geopotential number by the normal gravity value computed on the
 OR1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1124.degrees latitude (g = 980.6199 gals.).
 OR1124
 OR1124.The modeled gravity was interpolated from observed gravity values.
 OR1124
 OR1124;                    North         East    Units  Estimated Accuracy
 OR1124;SPC SD S     -    85,090.      766,490.      MT  (+/- 180 meters Scaled)
 OR1124
 OR1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN579700(NAD 83)
 OR1124
 OR1124                          SUPERSEDED SURVEY CONTROL
 OR1124
 OR1124.No superseded survey control is available for this station.
 OR1124
 OR1124_MARKER: DD = SURVEY DISK
 OR1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1124_STAMPING: 46-289.50 1993
 OR1124_MARK LOGO: SDDT
 OR1124_PROJECTION: FLUSH
 OR1124_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1124+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1124_ROD/PIPE-DEPTH: 6.4 meters
 OR1124_SLEEVE-DEPTH  : 1.5 meters
 OR1124
 OR1124  HISTORY     - Date     Condition        Report By
 OR1124  HISTORY     - 1993     MONUMENTED       SDDT
 OR1124  HISTORY     - 19930919 GOOD             NGS
 OR1124  HISTORY     - 20110317 GOOD             SDDT
 OR1124  HISTORY     - 20121212 GOOD             INDIV
 OR1124
 OR1124                          STATION DESCRIPTION
 OR1124
 OR1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1124'0.4 KM (0.25 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OR1124'MAIN AVENUE IN WAGNER, 22.2 M (72.8 FT) WEST OF THE CENTERLINE OF
 OR1124'FRONT STREET, 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF THE
 OR1124'EASTBOUND LANES OF THE HIGHWAY, 2.7 M (8.9 FT) NORTH OF A FLAGPOLE,
 OR1124'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 OR1124'NORTH OF A WITNESS POST.
 OR1124
 OR1124                          STATION RECOVERY (2011)
 OR1124
 OR1124'RECOVERY NOTE BY SD DEPT OF TRANSP 2011 (KG)
 OR1124'RECOVERED IN GOOD CONDITION.
 OR1124
 OR1124                          STATION RECOVERY (2012)
 OR1124
 OR1124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1123 ***********************************************************************
 OR1123  DESIGNATION -  46 290.50
 OR1123  PID         -  OR1123
 OR1123  STATE/COUNTY-  SD/CHARLES MIX
 OR1123  COUNTRY     -  US
 OR1123  USGS QUAD   -  WAGNER (2017)
 OR1123
 OR1123                         *CURRENT SURVEY CONTROL
 OR1123  ______________________________________________________________________
 OR1123* NAD 83(1986) POSITION- 43 04 54.41   (N) 098 16 04.07   (W)   HD_HELD1
 OR1123* NAVD 88 ORTHO HEIGHT -   422.984 (meters)     1387.74  (feet) ADJUSTED
 OR1123  ______________________________________________________________________
 OR1123  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 OR1123  DYNAMIC HEIGHT  -        422.841 (meters)     1387.27  (feet) COMP
 OR1123  MODELED GRAVITY -    980,270.1   (mgal)                       NAVD 88
 OR1123
 OR1123  VERT ORDER      -  FIRST     CLASS II
 OR1123
 OR1123.The horizontal coordinates were determined by differentially corrected
 OR1123.hand held GPS observations or other comparable positioning techniques
 OR1123.and have an estimated accuracy of +/- 3 meters.
 OR1123
 OR1123.The orthometric height was determined by differential leveling and
 OR1123.adjusted by the NATIONAL GEODETIC SURVEY
 OR1123.in June 1994.
 OR1123
 OR1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1123.GEOID18 height accuracy estimate available here.
 OR1123
 OR1123.Click photographs - Photos may exist for this station.
 OR1123
 OR1123.The dynamic height is computed by dividing the NAVD 88
 OR1123.geopotential number by the normal gravity value computed on the
 OR1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1123.degrees latitude (g = 980.6199 gals.).
 OR1123
 OR1123.The modeled gravity was interpolated from observed gravity values.
 OR1123
 OR1123;                    North         East    Units  Estimated Accuracy
 OR1123;SPC SD S     -    85,237.4     768,176.6     MT  (+/- 3 meters HH1 GPS) 
 OR1123
 OR1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5960170156(NAD 83)
 OR1123
 OR1123                          SUPERSEDED SURVEY CONTROL
 OR1123
 OR1123.No superseded survey control is available for this station.
 OR1123
 OR1123_MARKER: Z = SEE DESCRIPTION
 OR1123_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1123_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1123_STAMPING: 46-290.50 1993
 OR1123_MARK LOGO: NGS
 OR1123_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1123_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1123+STABILITY: POSITION/ELEVATION WELL
 OR1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1123+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1123_ROD/PIPE-DEPTH: 6.4 meters
 OR1123_SLEEVE-DEPTH  : 3.0 meters
 OR1123
 OR1123  HISTORY     - Date     Condition        Report By
 OR1123  HISTORY     - 1993     MONUMENTED       SDDT
 OR1123  HISTORY     - 19930919 GOOD             NGS
 OR1123  HISTORY     - 20121212 GOOD             INDIV
 OR1123
 OR1123                          STATION DESCRIPTION
 OR1123
 OR1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1123'2.1 KM (1.30 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OR1123'MAIN AVENUE IN WAGNER, 397.0 M (1302.5 FT) WEST OF THE WEST END OF
 OR1123'THE HIGHWAY BRIDGE SPANNING CHATEAU CREEK, 42.4 M (139.1 FT)
 OR1123'NORTH-NORTHEAST OF MILEPOST 290.49, 37.3 M (122.4 FT) EAST OF THE
 OR1123'CENTER OF A GRAVELED ROAD, 26.9 M (88.3 FT) NORTH OF THE HIGHWAY
 OR1123'CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 OR1123'FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) NORTH OF A
 OR1123'STEEL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OR1123'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OR1123'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OR1123'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OR1123
 OR1123                          STATION RECOVERY (2012)
 OR1123
 OR1123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1122 ***********************************************************************
 OR1122  DESIGNATION -  46 291.35
 OR1122  PID         -  OR1122
 OR1122  STATE/COUNTY-  SD/CHARLES MIX
 OR1122  COUNTRY     -  US
 OR1122  USGS QUAD   -  WAGNER (2017)
 OR1122
 OR1122                         *CURRENT SURVEY CONTROL
 OR1122  ______________________________________________________________________
 OR1122* NAD 83(1986) POSITION- 43 04 52.     (N) 098 15 03.     (W)   SCALED
 OR1122* NAVD 88 ORTHO HEIGHT -   425.977 (meters)     1397.56  (feet) ADJUSTED
 OR1122  ______________________________________________________________________
 OR1122  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 OR1122  DYNAMIC HEIGHT  -        425.833 (meters)     1397.09  (feet) COMP
 OR1122  MODELED GRAVITY -    980,269.9   (mgal)                       NAVD 88
 OR1122
 OR1122  VERT ORDER      -  FIRST     CLASS II
 OR1122
 OR1122.The horizontal coordinates were scaled from a map and have
 OR1122.an estimated accuracy of +/- 6 seconds.
 OR1122
 OR1122.The orthometric height was determined by differential leveling and
 OR1122.adjusted by the NATIONAL GEODETIC SURVEY
 OR1122.in June 1994.
 OR1122
 OR1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1122.GEOID18 height accuracy estimate available here.
 OR1122
 OR1122.Click photographs - Photos may exist for this station.
 OR1122
 OR1122.The dynamic height is computed by dividing the NAVD 88
 OR1122.geopotential number by the normal gravity value computed on the
 OR1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1122.degrees latitude (g = 980.6199 gals.).
 OR1122
 OR1122.The modeled gravity was interpolated from observed gravity values.
 OR1122
 OR1122;                    North         East    Units  Estimated Accuracy
 OR1122;SPC SD S     -    85,200.      769,560.      MT  (+/- 180 meters Scaled)
 OR1122
 OR1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN609700(NAD 83)
 OR1122
 OR1122                          SUPERSEDED SURVEY CONTROL
 OR1122
 OR1122.No superseded survey control is available for this station.
 OR1122
 OR1122_MARKER: DB = BENCH MARK DISK
 OR1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1122_STAMPING: 46-291.35 1993
 OR1122_MARK LOGO: SDDT
 OR1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1122+STABILITY: SURFACE MOTION
 OR1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1122+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1122
 OR1122  HISTORY     - Date     Condition        Report By
 OR1122  HISTORY     - 1993     MONUMENTED       SDDT
 OR1122  HISTORY     - 19930919 GOOD             NGS
 OR1122  HISTORY     - 20121212 GOOD             INDIV
 OR1122
 OR1122                          STATION DESCRIPTION
 OR1122
 OR1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1122'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OR1122'MAIN AVENUE IN WAGNER, 86.0 M (282.2 FT) WEST OF MILEPOST 291.44,
 OR1122'62.0 M (203.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 30.3 M (99.4
 OR1122'FT) NORTH OF THE HIGHWAY CENTERLINE, 16.6 M (54.5 FT) EAST OF THE
 OR1122'CENTER OF A DRIVEWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OR1122'0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT
 OR1122'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1122
 OR1122                          STATION RECOVERY (2012)
 OR1122
 OR1122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1121 ***********************************************************************
 OR1121  DESIGNATION -  46 292.50
 OR1121  PID         -  OR1121
 OR1121  STATE/COUNTY-  SD/CHARLES MIX
 OR1121  COUNTRY     -  US
 OR1121  USGS QUAD   -  DANTE (2017)
 OR1121
 OR1121                         *CURRENT SURVEY CONTROL
 OR1121  ______________________________________________________________________
 OR1121* NAD 83(1986) POSITION- 43 04 56.     (N) 098 13 45.     (W)   SCALED
 OR1121* NAVD 88 ORTHO HEIGHT -   437.025 (meters)     1433.81  (feet) ADJUSTED
 OR1121  ______________________________________________________________________
 OR1121  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 OR1121  DYNAMIC HEIGHT  -        436.877 (meters)     1433.32  (feet) COMP
 OR1121  MODELED GRAVITY -    980,269.5   (mgal)                       NAVD 88
 OR1121
 OR1121  VERT ORDER      -  FIRST     CLASS II
 OR1121
 OR1121.The horizontal coordinates were scaled from a map and have
 OR1121.an estimated accuracy of +/- 6 seconds.
 OR1121
 OR1121.The orthometric height was determined by differential leveling and
 OR1121.adjusted by the NATIONAL GEODETIC SURVEY
 OR1121.in June 1994.
 OR1121
 OR1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1121.GEOID18 height accuracy estimate available here.
 OR1121
 OR1121.Click photographs - Photos may exist for this station.
 OR1121
 OR1121.The dynamic height is computed by dividing the NAVD 88
 OR1121.geopotential number by the normal gravity value computed on the
 OR1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1121.degrees latitude (g = 980.6199 gals.).
 OR1121
 OR1121.The modeled gravity was interpolated from observed gravity values.
 OR1121
 OR1121;                    North         East    Units  Estimated Accuracy
 OR1121;SPC SD S     -    85,370.      771,320.      MT  (+/- 180 meters Scaled)
 OR1121
 OR1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN627702(NAD 83)
 OR1121
 OR1121                          SUPERSEDED SURVEY CONTROL
 OR1121
 OR1121.No superseded survey control is available for this station.
 OR1121
 OR1121_MARKER: I = METAL ROD
 OR1121_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1121_STAMPING: 46-292.50 1993
 OR1121_MARK LOGO: NGS
 OR1121_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1121_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1121+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1121_ROD/PIPE-DEPTH: 8.8 meters
 OR1121_SLEEVE-DEPTH  : 1.5 meters
 OR1121
 OR1121  HISTORY     - Date     Condition        Report By
 OR1121  HISTORY     - 1993     MONUMENTED       SDDT
 OR1121  HISTORY     - 19930919 GOOD             NGS
 OR1121  HISTORY     - 20121212 GOOD             INDIV
 OR1121
 OR1121                          STATION DESCRIPTION
 OR1121
 OR1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1121'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OR1121'MAIN AVENUE IN WAGNER, 740.0 M (2427.8 FT) EAST OF MILEPOST 292, 30.8
 OR1121'M (101.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 30.1 M (98.8 FT)
 OR1121'NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 OR1121'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 OR1121'0.3 M (1.0 FT) NORTH OF A STEEL GUARD POST.  NOTE--ACCESS TO THE
 OR1121'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OR1121'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1121
 OR1121                          STATION RECOVERY (2012)
 OR1121
 OR1121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1120 ***********************************************************************
 OR1120  DESIGNATION -  46 293.55
 OR1120  PID         -  OR1120
 OR1120  STATE/COUNTY-  SD/CHARLES MIX
 OR1120  COUNTRY     -  US
 OR1120  USGS QUAD   -  DANTE (2017)
 OR1120
 OR1120                         *CURRENT SURVEY CONTROL
 OR1120  ______________________________________________________________________
 OR1120* NAD 83(1986) POSITION- 43 04 55.     (N) 098 12 24.     (W)   SCALED
 OR1120* NAVD 88 ORTHO HEIGHT -   449.162 (meters)     1473.63  (feet) ADJUSTED
 OR1120  ______________________________________________________________________
 OR1120  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 OR1120  DYNAMIC HEIGHT  -        449.010 (meters)     1473.13  (feet) COMP
 OR1120  MODELED GRAVITY -    980,268.8   (mgal)                       NAVD 88
 OR1120
 OR1120  VERT ORDER      -  FIRST     CLASS II
 OR1120
 OR1120.The horizontal coordinates were scaled from a map and have
 OR1120.an estimated accuracy of +/- 6 seconds.
 OR1120
 OR1120.The orthometric height was determined by differential leveling and
 OR1120.adjusted by the NATIONAL GEODETIC SURVEY
 OR1120.in June 1994.
 OR1120
 OR1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1120.GEOID18 height accuracy estimate available here.
 OR1120
 OR1120.Click photographs - Photos may exist for this station.
 OR1120
 OR1120.The dynamic height is computed by dividing the NAVD 88
 OR1120.geopotential number by the normal gravity value computed on the
 OR1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1120.degrees latitude (g = 980.6199 gals.).
 OR1120
 OR1120.The modeled gravity was interpolated from observed gravity values.
 OR1120
 OR1120;                    North         East    Units  Estimated Accuracy
 OR1120;SPC SD S     -    85,380.      773,150.      MT  (+/- 180 meters Scaled)
 OR1120
 OR1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN645702(NAD 83)
 OR1120
 OR1120                          SUPERSEDED SURVEY CONTROL
 OR1120
 OR1120.No superseded survey control is available for this station.
 OR1120
 OR1120_MARKER: DB = BENCH MARK DISK
 OR1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1120_STAMPING: 46-293.55 1993
 OR1120_MARK LOGO: SDDT
 OR1120_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1120+STABILITY: SURFACE MOTION
 OR1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1120+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1120
 OR1120  HISTORY     - Date     Condition        Report By
 OR1120  HISTORY     - 1993     MONUMENTED       SDDT
 OR1120  HISTORY     - 19930919 GOOD             NGS
 OR1120  HISTORY     - 20121212 GOOD             INDIV
 OR1120
 OR1120                          STATION DESCRIPTION
 OR1120
 OR1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1120'7.1 KM (4.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OR1120'MAIN AVENUE IN WAGNER, 1.0 KM (0.60 MI) EAST OF MILEPOST 293, 34.5 M
 OR1120'(113.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 30.4 M (99.7 FT)
 OR1120'NORTH OF THE HIGHWAY CENTERLINE, 20.4 M (66.9 FT) EAST OF UNDERGROUND
 OR1120'CABLE JUNCTION BOX NUMBER N1 E5 S1 A, 1.0 M (3.3 FT) BELOW THE LEVEL
 OR1120'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 OR1120'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1120
 OR1120                          STATION RECOVERY (2012)
 OR1120
 OR1120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1119 ***********************************************************************
 OR1119  DESIGNATION -  46 294.60
 OR1119  PID         -  OR1119
 OR1119  STATE/COUNTY-  SD/CHARLES MIX
 OR1119  COUNTRY     -  US
 OR1119  USGS QUAD   -  DANTE (2017)
 OR1119
 OR1119                         *CURRENT SURVEY CONTROL
 OR1119  ______________________________________________________________________
 OR1119* NAD 83(1986) POSITION- 43 04 55.     (N) 098 11 13.     (W)   SCALED
 OR1119* NAVD 88 ORTHO HEIGHT -   460.374 (meters)     1510.41  (feet) ADJUSTED
 OR1119  ______________________________________________________________________
 OR1119  GEOID HEIGHT    -        -26.401 (meters)                     GEOID18
 OR1119  DYNAMIC HEIGHT  -        460.217 (meters)     1509.90  (feet) COMP
 OR1119  MODELED GRAVITY -    980,267.9   (mgal)                       NAVD 88
 OR1119
 OR1119  VERT ORDER      -  FIRST     CLASS II
 OR1119
 OR1119.The horizontal coordinates were scaled from a map and have
 OR1119.an estimated accuracy of +/- 6 seconds.
 OR1119
 OR1119.The orthometric height was determined by differential leveling and
 OR1119.adjusted by the NATIONAL GEODETIC SURVEY
 OR1119.in June 1994.
 OR1119
 OR1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1119.GEOID18 height accuracy estimate available here.
 OR1119
 OR1119.Click photographs - Photos may exist for this station.
 OR1119
 OR1119.The dynamic height is computed by dividing the NAVD 88
 OR1119.geopotential number by the normal gravity value computed on the
 OR1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1119.degrees latitude (g = 980.6199 gals.).
 OR1119
 OR1119.The modeled gravity was interpolated from observed gravity values.
 OR1119
 OR1119;                    North         East    Units  Estimated Accuracy
 OR1119;SPC SD S     -    85,420.      774,760.      MT  (+/- 180 meters Scaled)
 OR1119
 OR1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN661702(NAD 83)
 OR1119
 OR1119                          SUPERSEDED SURVEY CONTROL
 OR1119
 OR1119.No superseded survey control is available for this station.
 OR1119
 OR1119_MARKER: DB = BENCH MARK DISK
 OR1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1119_STAMPING: 46-294.60 1993
 OR1119_MARK LOGO: SDDT
 OR1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1119+STABILITY: SURFACE MOTION
 OR1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1119+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1119
 OR1119  HISTORY     - Date     Condition        Report By
 OR1119  HISTORY     - 1993     MONUMENTED       SDDT
 OR1119  HISTORY     - 19930919 GOOD             NGS
 OR1119  HISTORY     - 20121212 GOOD             INDIV
 OR1119
 OR1119                          STATION DESCRIPTION
 OR1119
 OR1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1119'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OR1119'MAIN AVENUE IN WAGNER, 0.9 KM (0.55 MI) EAST OF MILEPOST 294, 26.7 M
 OR1119'(87.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 29.9 M (98.1 FT)
 OR1119'NORTH OF THE HIGHWAY CENTERLINE, 16.3 M (53.5 FT) EAST OF A UTILITY
 OR1119'GUY POLE WITH 3 GUY CABLES, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 OR1119'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OR1119'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1119
 OR1119                          STATION RECOVERY (2012)
 OR1119
 OR1119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1118 ***********************************************************************
 OR1118  DESIGNATION -  46 295.60
 OR1118  PID         -  OR1118
 OR1118  STATE/COUNTY-  SD/CHARLES MIX
 OR1118  COUNTRY     -  US
 OR1118  USGS QUAD   -  DANTE (2017)
 OR1118
 OR1118                         *CURRENT SURVEY CONTROL
 OR1118  ______________________________________________________________________
 OR1118* NAD 83(1986) POSITION- 43 04 55.     (N) 098 10 00.     (W)   SCALED
 OR1118* NAVD 88 ORTHO HEIGHT -   471.044 (meters)     1545.42  (feet) ADJUSTED
 OR1118  ______________________________________________________________________
 OR1118  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 OR1118  DYNAMIC HEIGHT  -        470.884 (meters)     1544.89  (feet) COMP
 OR1118  MODELED GRAVITY -    980,266.7   (mgal)                       NAVD 88
 OR1118
 OR1118  VERT ORDER      -  FIRST     CLASS II
 OR1118
 OR1118.The horizontal coordinates were scaled from a map and have
 OR1118.an estimated accuracy of +/- 6 seconds.
 OR1118
 OR1118.The orthometric height was determined by differential leveling and
 OR1118.adjusted by the NATIONAL GEODETIC SURVEY
 OR1118.in June 1994.
 OR1118
 OR1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1118.GEOID18 height accuracy estimate available here.
 OR1118
 OR1118.Click photographs - Photos may exist for this station.
 OR1118
 OR1118.The dynamic height is computed by dividing the NAVD 88
 OR1118.geopotential number by the normal gravity value computed on the
 OR1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1118.degrees latitude (g = 980.6199 gals.).
 OR1118
 OR1118.The modeled gravity was interpolated from observed gravity values.
 OR1118
 OR1118;                    North         East    Units  Estimated Accuracy
 OR1118;SPC SD S     -    85,470.      776,410.      MT  (+/- 180 meters Scaled)
 OR1118
 OR1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN678702(NAD 83)
 OR1118
 OR1118                          SUPERSEDED SURVEY CONTROL
 OR1118
 OR1118.No superseded survey control is available for this station.
 OR1118
 OR1118_MARKER: DB = BENCH MARK DISK
 OR1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1118_STAMPING: 46-295.60 1993
 OR1118_MARK LOGO: SDDT
 OR1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1118+STABILITY: SURFACE MOTION
 OR1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1118+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1118
 OR1118  HISTORY     - Date     Condition        Report By
 OR1118  HISTORY     - 1993     MONUMENTED       SDDT
 OR1118  HISTORY     - 19930919 GOOD             NGS
 OR1118  HISTORY     - 20121212 GOOD             INDIV
 OR1118
 OR1118                          STATION DESCRIPTION
 OR1118
 OR1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1118'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1118'OF MAIN AVENUE IN WAGNER, 0.95 KM (0.60 MI) EAST OF MILEPOST 295,
 OR1118'30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 21.0 M (68.9 FT)
 OR1118'EAST OF THE CENTER OF A GRAVELED ROAD, 1.9 M (6.2 FT) BELOW THE LEVEL
 OR1118'OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND
 OR1118'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1118
 OR1118                          STATION RECOVERY (2012)
 OR1118
 OR1118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1117 ***********************************************************************
 OR1117  DESIGNATION -  46 296.60
 OR1117  PID         -  OR1117
 OR1117  STATE/COUNTY-  SD/CHARLES MIX
 OR1117  COUNTRY     -  US
 OR1117  USGS QUAD   -  DANTE (2017)
 OR1117
 OR1117                         *CURRENT SURVEY CONTROL
 OR1117  ______________________________________________________________________
 OR1117* NAD 83(1986) POSITION- 43 04 54.     (N) 098 08 50.     (W)   SCALED
 OR1117* NAVD 88 ORTHO HEIGHT -   496.004 (meters)     1627.31  (feet) ADJUSTED
 OR1117  ______________________________________________________________________
 OR1117  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 OR1117  DYNAMIC HEIGHT  -        495.835 (meters)     1626.75  (feet) COMP
 OR1117  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OR1117
 OR1117  VERT ORDER      -  FIRST     CLASS II
 OR1117
 OR1117.The horizontal coordinates were scaled from a map and have
 OR1117.an estimated accuracy of +/- 6 seconds.
 OR1117
 OR1117.The orthometric height was determined by differential leveling and
 OR1117.adjusted by the NATIONAL GEODETIC SURVEY
 OR1117.in June 1994.
 OR1117
 OR1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1117.GEOID18 height accuracy estimate available here.
 OR1117
 OR1117.Click photographs - Photos may exist for this station.
 OR1117
 OR1117.The dynamic height is computed by dividing the NAVD 88
 OR1117.geopotential number by the normal gravity value computed on the
 OR1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1117.degrees latitude (g = 980.6199 gals.).
 OR1117
 OR1117.The modeled gravity was interpolated from observed gravity values.
 OR1117
 OR1117;                    North         East    Units  Estimated Accuracy
 OR1117;SPC SD S     -    85,480.      777,990.      MT  (+/- 180 meters Scaled)
 OR1117
 OR1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN694702(NAD 83)
 OR1117
 OR1117                          SUPERSEDED SURVEY CONTROL
 OR1117
 OR1117.No superseded survey control is available for this station.
 OR1117
 OR1117_MARKER: DB = BENCH MARK DISK
 OR1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1117_STAMPING: 46-296.60 1993
 OR1117_MARK LOGO: SDDT
 OR1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1117+STABILITY: SURFACE MOTION
 OR1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1117+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1117
 OR1117  HISTORY     - Date     Condition        Report By
 OR1117  HISTORY     - 1993     MONUMENTED       SDDT
 OR1117  HISTORY     - 19930919 GOOD             NGS
 OR1117  HISTORY     - 20121212 GOOD             INDIV
 OR1117
 OR1117                          STATION DESCRIPTION
 OR1117
 OR1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1117'12.0 KM (7.45 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1117'OF MAIN AVENUE IN WAGNER, 0.95 KM (0.60 MI) EAST OF MILEPOST 296,
 OR1117'41.2 M (135.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT)
 OR1117'NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, 9.7 M (31.8 FT) EAST OF
 OR1117'THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OR1117'HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 OR1117'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1117
 OR1117                          STATION RECOVERY (2012)
 OR1117
 OR1117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7876 ***********************************************************************
 AC7876  CBN         -  This is a Cooperative Base Network Control Station.
 AC7876  DESIGNATION -  46 317.14
 AC7876  PID         -  AC7876
 AC7876  STATE/COUNTY-  SD/BON HOMME
 AC7876  COUNTRY     -  US
 AC7876  USGS QUAD   -  KLOUCEK LAKE (2017)
 AC7876
 AC7876                         *CURRENT SURVEY CONTROL
 AC7876  ______________________________________________________________________
 AC7876* NAD 83(2011) POSITION- 43 04 56.73329(N) 097 44 30.61670(W)   ADJUSTED
 AC7876* NAD 83(2011) ELLIP HT-   397.014 (meters)        (06/27/12)   ADJUSTED
 AC7876* NAD 83(2011) EPOCH   -  2010.00
 AC7876* NAVD 88 ORTHO HEIGHT -   423.1   (meters)     1388.    (feet) GPS OBS
 AC7876  ______________________________________________________________________
 AC7876  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7876  GEOID HEIGHT    -        -26.020 (meters)                     GEOID96
 AC7876  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 AC7876  NAD 83(2011) X  -   -628,554.927 (meters)                     COMP
 AC7876  NAD 83(2011) Y  - -4,623,463.338 (meters)                     COMP
 AC7876  NAD 83(2011) Z  -  4,334,465.441 (meters)                     COMP
 AC7876  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 AC7876
 AC7876  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7876  Standards:
 AC7876         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7876            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7876  -------------------------------------------------------------------
 AC7876  NETWORK    0.85   2.57           0.40   0.26   1.31     -0.06842976
 AC7876  -------------------------------------------------------------------
 AC7876  Click here for local accuracies and other accuracy information.
 AC7876
 AC7876.The horizontal coordinates were established by GPS observations
 AC7876.and adjusted by the National Geodetic Survey in June 2012.
 AC7876
 AC7876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7876.been affixed to the stable North American tectonic plate. See 
 AC7876.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7876
 AC7876.The horizontal coordinates are valid at the epoch date displayed above
 AC7876.which is a decimal equivalence of Year/Month/Day.
 AC7876
 AC7876.The orthometric height was determined by GPS observations and a
 AC7876.high-resolution geoid model.
 AC7876
 AC7876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7876.GEOID18 height accuracy estimate available here.
 AC7876
 AC7876.Click photographs - Photos may exist for this station.
 AC7876
 AC7876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7876
 AC7876.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7876
 AC7876.The ellipsoidal height was determined by GPS observations
 AC7876.and is referenced to NAD 83.
 AC7876
 AC7876. The following values were computed from the NAD 83(2011) position.
 AC7876
 AC7876;                    North         East     Units Scale Factor Converg.
 AC7876;SPC SD S     -    86,509.597   810,985.638   MT  0.99995034   +1 47 15.9
 AC7876;SPC SD S     -   283,823.57  2,660,708.71   sFT  0.99995034   +1 47 15.9
 AC7876;UTM  14      - 4,770,736.245   602,414.092   MT  0.99972903   +0 51 34.1
 AC7876
 AC7876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7876!SPC SD S     -   0.99993774  x   0.99995034  =   0.99988809
 AC7876!UTM  14      -   0.99993774  x   0.99972903  =   0.99966679
 AC7876
 AC7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0241470736(NAD 83)
 AC7876
 AC7876                          SUPERSEDED SURVEY CONTROL
 AC7876
 AC7876  NAD 83(2007)-  43 04 56.73328(N)    097 44 30.61755(W) AD(2002.00) 0
 AC7876  ELLIP H (02/10/07)  397.043  (m)                       GP(2002.00)    
 AC7876  ELLIP H (04/15/04)  397.026  (m)                       GP(       ) 2 1
 AC7876  NAD 83(1996)-  43 04 56.73313(N)    097 44 30.61729(W) AD(       ) B
 AC7876  ELLIP H (04/18/97)  397.067  (m)                       GP(       ) 4 1
 AC7876
 AC7876.Superseded values are not recommended for survey control.
 AC7876
 AC7876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7876.See file dsdata.pdf to determine how the superseded data were derived.
 AC7876
 AC7876_MARKER: R = RIVET
 AC7876_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7876_STAMPING: 46-317.14 1995
 AC7876_MARK LOGO: NGS
 AC7876_PROJECTION: FLUSH
 AC7876_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7876+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 AC7876_ROD/PIPE-DEPTH: 6.4 meters
 AC7876_SLEEVE-DEPTH  : 1.8 meters
 AC7876
 AC7876  HISTORY     - Date     Condition        Report By
 AC7876  HISTORY     - 1995     MONUMENTED       SDDT
 AC7876  HISTORY     - 19960925 GOOD             NGS
 AC7876  HISTORY     - 20120323 GOOD             INDIV
 AC7876
 AC7876                          STATION DESCRIPTION
 AC7876
 AC7876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7876'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF
 AC7876'SCOTLAND, ON STATE HIGHWAY 46.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AC7876'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND, GO SOUTH ON 1ST
 AC7876'STREET FOR 0.02 MI (0.03 KM) TO THE JUNCTION OF JUNIPER STREET, TURN
 AC7876'LEFT AND GO EAST ON JUNIPER STREET FOR 0.2 MI (0.3 KM) TO THE JUNCTION
 AC7876'OF STATE HIGHWAY 25, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 25 FOR
 AC7876'4.6 MI (7.4 KM) TO THE JUNCTION OF STATE HIGHWAY 46, TURN RIGHT, WEST
 AC7876'ON STATE HIGHWAY 46 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE LEFT.
 AC7876'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7876'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7876'PIPE.  LOCATED 124.0 FT (37.8 M) WEST OF THE CENTER OF A FIELD
 AC7876'ENTRANCE ROAD, 112.0 FT (34.1 M) WEST OF THE WEST END OF A CULVERT
 AC7876'UNDER THE ROAD, 98.0 FT (29.9 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 AC7876'2.2 FT (0.7 M) NORTH OF A FENCE, 1.5 FT (0.5 M) SOUTH OF A METAL GUARD
 AC7876'POST, AND 1.0 FT (0.3 M) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 AC7876'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7876
 AC7876                          STATION RECOVERY (2012)
 AC7876
 AC7876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7901 ***********************************************************************
 AC7901  CBN         -  This is a Cooperative Base Network Control Station.
 AC7901  DESIGNATION -  46 334.00
 AC7901  PID         -  AC7901
 AC7901  STATE/COUNTY-  SD/YANKTON
 AC7901  COUNTRY     -  US
 AC7901  USGS QUAD   -  JAMESVILLE (2017)
 AC7901
 AC7901                         *CURRENT SURVEY CONTROL
 AC7901  ______________________________________________________________________
 AC7901* NAD 83(2011) POSITION- 43 04 57.50477(N) 097 24 35.58305(W)   ADJUSTED
 AC7901* NAD 83(2011) ELLIP HT-   381.758 (meters)        (06/27/12)   ADJUSTED
 AC7901* NAD 83(2011) EPOCH   -  2010.00
 AC7901* NAVD 88 ORTHO HEIGHT -   407.6   (meters)     1337.    (feet) GPS OBS
 AC7901  ______________________________________________________________________
 AC7901  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7901  GEOID HEIGHT    -        -25.744 (meters)                     GEOID96
 AC7901  GEOID HEIGHT    -        -25.800 (meters)                     GEOID18
 AC7901  NAD 83(2011) X  -   -601,754.095 (meters)                     COMP
 AC7901  NAD 83(2011) Y  - -4,627,000.194 (meters)                     COMP
 AC7901  NAD 83(2011) Z  -  4,334,472.410 (meters)                     COMP
 AC7901  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 AC7901
 AC7901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7901  Standards:
 AC7901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7901  -------------------------------------------------------------------
 AC7901  NETWORK    0.72   2.25           0.33   0.25   1.15     -0.08449471
 AC7901  -------------------------------------------------------------------
 AC7901  Click here for local accuracies and other accuracy information.
 AC7901
 AC7901.The horizontal coordinates were established by GPS observations
 AC7901.and adjusted by the National Geodetic Survey in June 2012.
 AC7901
 AC7901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7901.been affixed to the stable North American tectonic plate. See 
 AC7901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7901
 AC7901.The horizontal coordinates are valid at the epoch date displayed above
 AC7901.which is a decimal equivalence of Year/Month/Day.
 AC7901
 AC7901.The orthometric height was determined by GPS observations and a
 AC7901.high-resolution geoid model.
 AC7901
 AC7901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7901.GEOID18 height accuracy estimate available here.
 AC7901
 AC7901.Click photographs - Photos may exist for this station.
 AC7901
 AC7901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7901
 AC7901.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7901
 AC7901.The ellipsoidal height was determined by GPS observations
 AC7901.and is referenced to NAD 83.
 AC7901
 AC7901. The following values were computed from the NAD 83(2011) position.
 AC7901
 AC7901;                    North         East     Units Scale Factor Converg.
 AC7901;SPC SD S     -    87,430.642   838,000.167   MT  0.99995030   +2 01 00.3
 AC7901;SPC SD S     -   286,845.36  2,749,338.88   sFT  0.99995030   +2 01 00.3
 AC7901;UTM  14      - 4,771,218.905   629,435.027   MT  0.99980610   +1 05 10.6
 AC7901
 AC7901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7901!SPC SD S     -   0.99994014  x   0.99995030  =   0.99989044
 AC7901!UTM  14      -   0.99994014  x   0.99980610  =   0.99974625
 AC7901
 AC7901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2943571218(NAD 83)
 AC7901
 AC7901                          SUPERSEDED SURVEY CONTROL
 AC7901
 AC7901  NAD 83(2007)-  43 04 57.50474(N)    097 24 35.58390(W) AD(2002.00) 0
 AC7901  ELLIP H (02/10/07)  381.786  (m)                       GP(2002.00)    
 AC7901  ELLIP H (04/15/04)  381.784  (m)                       GP(       ) 2 1
 AC7901  NAD 83(1996)-  43 04 57.50452(N)    097 24 35.58353(W) AD(       ) B
 AC7901  ELLIP H (04/18/97)  381.816  (m)                       GP(       ) 4 1
 AC7901
 AC7901.Superseded values are not recommended for survey control.
 AC7901
 AC7901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7901.See file dsdata.pdf to determine how the superseded data were derived.
 AC7901
 AC7901_MARKER: Z = SEE DESCRIPTION
 AC7901_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7901_STAMPING: 46-334.00 1995
 AC7901_PROJECTION: FLUSH
 AC7901_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7901+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 AC7901_ROD/PIPE-DEPTH: 6.4 meters
 AC7901_SLEEVE-DEPTH  : 1.8 meters
 AC7901
 AC7901  HISTORY     - Date     Condition        Report By
 AC7901  HISTORY     - 1994     MONUMENTED       SDDT
 AC7901  HISTORY     - 19960925 GOOD             SDDT
 AC7901  HISTORY     - 20120322 GOOD             INDIV
 AC7901  HISTORY     - 20130613 GOOD             SDDENR
 AC7901
 AC7901                          STATION DESCRIPTION
 AC7901
 AC7901'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7901'THE STATION IS LOCATED 9.0 MI (14.5 KM) NORTHEAST OF LESTERVILLE AND
 AC7901'5.0 MI (8.0 KM) WEST OF MAYFIELD, ON STATE HIGHWAY 46.  OWNERSHIP--THE
 AC7901'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7901'STATE HIGHWAY 46 AND A NORTH/SOUTH PAVED COUNTY ROAD IN MAYFIELD, GO
 AC7901'WEST ON STATE HIGHWAY 46 FOR 4.8 MI (7.7 KM) TO STATION ON THE LEFT.
 AC7901'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7901'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7901'PIPE.  LOCATED 87.0 FT (26.5 M) SOUTH OF CENTER OF THE HIGHWAY, 54.0
 AC7901'FT (16.5 M) SOUTH OF MILEPOST 334, 2.0 FT (0.6 M) NORTH OF A WITNESS
 AC7901'POST AND FENCE, AND 1.0 FT (0.3 M) SOUTH OF A METAL GUARD POST.
 AC7901'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7901'A 4-INCH PVC CAP.
 AC7901
 AC7901                          STATION RECOVERY (2012)
 AC7901
 AC7901'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7901'RECOVERED IN GOOD CONDITION.
 AC7901
 AC7901                          STATION RECOVERY (2013)
 AC7901
 AC7901'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 AC7901'ABOUT 0.6 MI WEST FROM U.S. 81/SD HWY 46 INTERSECTION, ON SOUTH SIDE
 AC7901'OF SD HWY 46. SHOULD BE DIRT ACCESS JUST AS HIGHWAY CURVES NORTH AND
 AC7901'BEFORE GOING DOWN INTO THE JAMES RIVER VALLEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7924 ***********************************************************************
 AC7924  CBN         -  This is a Cooperative Base Network Control Station.
 AC7924  DESIGNATION -  46 350.62
 AC7924  PID         -  AC7924
 AC7924  STATE/COUNTY-  SD/TURNER
 AC7924  COUNTRY     -  US
 AC7924  USGS QUAD   -  WAKONDA (2017)
 AC7924
 AC7924                         *CURRENT SURVEY CONTROL
 AC7924  ______________________________________________________________________
 AC7924* NAD 83(2011) POSITION- 43 05 01.16616(N) 097 04 55.00634(W)   ADJUSTED
 AC7924* NAD 83(2011) ELLIP HT-   368.112 (meters)        (06/27/12)   ADJUSTED
 AC7924* NAD 83(2011) EPOCH   -  2010.00
 AC7924* NAVD 88 ORTHO HEIGHT -   394.1   (meters)     1293.    (feet) GPS OBS
 AC7924  ______________________________________________________________________
 AC7924  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7924  GEOID HEIGHT    -        -25.911 (meters)                     GEOID96
 AC7924  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 AC7924  NAD 83(2011) X  -   -575,250.552 (meters)                     COMP
 AC7924  NAD 83(2011) Y  - -4,630,282.100 (meters)                     COMP
 AC7924  NAD 83(2011) Z  -  4,334,545.616 (meters)                     COMP
 AC7924  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 AC7924
 AC7924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7924  Standards:
 AC7924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7924  -------------------------------------------------------------------
 AC7924  NETWORK    0.80   2.55           0.36   0.28   1.30     -0.12880601
 AC7924  -------------------------------------------------------------------
 AC7924  Click here for local accuracies and other accuracy information.
 AC7924
 AC7924.The horizontal coordinates were established by GPS observations
 AC7924.and adjusted by the National Geodetic Survey in June 2012.
 AC7924
 AC7924.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7924.been affixed to the stable North American tectonic plate. See 
 AC7924.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7924
 AC7924.The horizontal coordinates are valid at the epoch date displayed above
 AC7924.which is a decimal equivalence of Year/Month/Day.
 AC7924
 AC7924.The orthometric height was determined by GPS observations and a
 AC7924.high-resolution geoid model.
 AC7924
 AC7924.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7924.GEOID18 height accuracy estimate available here.
 AC7924
 AC7924.Click photographs - Photos may exist for this station.
 AC7924
 AC7924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7924
 AC7924.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7924
 AC7924.The ellipsoidal height was determined by GPS observations
 AC7924.and is referenced to NAD 83.
 AC7924
 AC7924. The following values were computed from the NAD 83(2011) position.
 AC7924
 AC7924;                    North         East     Units Scale Factor Converg.
 AC7924;SPC SD S     -    88,535.949   864,680.468   MT  0.99995014   +2 14 34.7
 AC7924;SPC SD S     -   290,471.69  2,836,872.50   sFT  0.99995014   +2 14 34.7
 AC7924;UTM  14      - 4,771,890.252   656,127.137   MT  0.99989987   +1 18 37.5
 AC7924
 AC7924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7924!SPC SD S     -   0.99994228  x   0.99995014  =   0.99989242
 AC7924!UTM  14      -   0.99994228  x   0.99989987  =   0.99984215
 AC7924
 AC7924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5612771890(NAD 83)
 AC7924
 AC7924                          SUPERSEDED SURVEY CONTROL
 AC7924
 AC7924  NAD 83(2007)-  43 05 01.16613(N)    097 04 55.00717(W) AD(2002.00) 0
 AC7924  ELLIP H (02/10/07)  368.138  (m)                       GP(2002.00)    
 AC7924  ELLIP H (04/15/04)  368.129  (m)                       GP(       ) 2 1
 AC7924  NAD 83(1996)-  43 05 01.16599(N)    097 04 55.00686(W) AD(       ) B
 AC7924  ELLIP H (04/18/97)  368.169  (m)                       GP(       ) 4 1
 AC7924
 AC7924.Superseded values are not recommended for survey control.
 AC7924
 AC7924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7924.See file dsdata.pdf to determine how the superseded data were derived.
 AC7924
 AC7924_MARKER: Z = SEE DESCRIPTION
 AC7924_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7924_STAMPING: 46-350.62 1995
 AC7924_MARK LOGO: NGS
 AC7924_PROJECTION: FLUSH
 AC7924_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7924+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2014
 AC7924_ROD/PIPE-DEPTH: 6.4 meters
 AC7924_SLEEVE-DEPTH  : 1.8 meters
 AC7924
 AC7924  HISTORY     - Date     Condition        Report By
 AC7924  HISTORY     - 1995     MONUMENTED       SDDT
 AC7924  HISTORY     - 19960926 GOOD             SDDT
 AC7924  HISTORY     - 20140108 GOOD             SDDENR
 AC7924
 AC7924                          STATION DESCRIPTION
 AC7924
 AC7924'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7924'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF VIBORG, 4.0 MI
 AC7924'(6.4 KM) EAST OF IRENE, AT THE INTERSECTION OF STATE HIGHWAYS 46 AND
 AC7924'19.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 AC7924'THE POST OFFICE IN IRENE, GO EAST ON STATE HIGHWAY 46 FOR 4.0 MI (6.4
 AC7924'KM) TO THE JUNCTION OF STATE HIGHWAY 19 AND THE STATION ON THE LEFT.
 AC7924'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7924'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7924'PIPE.  LOCATED 112.0 FT (34.1 M) NORTH OF THE CENTER OF HIGHWAY 46,
 AC7924'66.0 FT (20.1 M) WEST OF THE CENTER OF HIGHWAY 19, 46.5 FT (14.2 M)
 AC7924'NORTH OF A FENCE CORNER, 2.0 FT (0.6 M) EAST OF A WITNESS POST AND
 AC7924'FENCE, AND 1.0 FT (0.3 M) WEST OF METAL GUARD POST. NOTE--ACCESS TO
 AC7924'THE DATUM POINT IS THROUGH A 5-INC LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7924
 AC7924                          STATION RECOVERY (2014)
 AC7924
 AC7924'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2014 (DL)
 AC7924'ON THE WEST SIDE OF SD HWY 19, ABOUT 100 FT NORTH OF THE SD HWY 46/SD
 AC7924'HWY 19 INTERSECTION.  NOTE--THE LOGO CAP HAS BEEN BROKEN OFF AND THE
 AC7924'PVC CAP IS MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0568 ***********************************************************************
 OT0568  DESIGNATION -  4697 DW
 OT0568  PID         -  OT0568
 OT0568  STATE/COUNTY-  SD/CUSTER
 OT0568  COUNTRY     -  US
 OT0568  USGS QUAD   -  ARGYLE (2017)
 OT0568
 OT0568                         *CURRENT SURVEY CONTROL
 OT0568  ______________________________________________________________________
 OT0568* NAD 83(1986) POSITION- 43 34 48.80   (N) 103 37 55.00   (W)   HD_HELD1
 OT0568* NAVD 88 ORTHO HEIGHT -  1433.032 (meters)     4701.54  (feet) ADJUSTED
 OT0568  ______________________________________________________________________
 OT0568  GEOID HEIGHT    -        -14.323 (meters)                     GEOID18
 OT0568  DYNAMIC HEIGHT  -       1432.389 (meters)     4699.43  (feet) COMP
 OT0568  MODELED GRAVITY -    980,119.0   (mgal)                       NAVD 88
 OT0568
 OT0568  VERT ORDER      -  FIRST     CLASS II
 OT0568
 OT0568.The horizontal coordinates were determined by differentially corrected
 OT0568.hand held GPS observations or other comparable positioning techniques
 OT0568.and have an estimated accuracy of +/- 3 meters.
 OT0568
 OT0568.The orthometric height was determined by differential leveling and
 OT0568.adjusted by the NATIONAL GEODETIC SURVEY
 OT0568.in October 1997.
 OT0568
 OT0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0568.GEOID18 height accuracy estimate available here.
 OT0568
 OT0568.Click photographs - Photos may exist for this station.
 OT0568
 OT0568.The dynamic height is computed by dividing the NAVD 88
 OT0568.geopotential number by the normal gravity value computed on the
 OT0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0568.degrees latitude (g = 980.6199 gals.).
 OT0568
 OT0568.The modeled gravity was interpolated from observed gravity values.
 OT0568
 OT0568;                    North         East    Units  Estimated Accuracy
 OT0568;SPC SD S     -   143,807.7     333,667.6     MT  (+/- 3 meters HH1 GPS) 
 OT0568
 OT0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1045326159(NAD 83)
 OT0568
 OT0568                          SUPERSEDED SURVEY CONTROL
 OT0568
 OT0568  NAVD 88 (06/15/91) 1433.020  (m)         4701.50   (f) SUPERSEDED  1 2
 OT0568  NGVD 29 (??/??/92) 1432.419  (m)         4699.53   (f) ADJ UNCH    1 2
 OT0568
 OT0568.Superseded values are not recommended for survey control.
 OT0568
 OT0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0568.See file dsdata.pdf to determine how the superseded data were derived.
 OT0568
 OT0568_MARKER: B = BOLT
 OT0568_SETTING: 66 = SET IN ROCK OUTCROP
 OT0568_STAMPING: USGS B.M 4697 FT
 OT0568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0568+STABILITY: POSITION/ELEVATION WELL
 OT0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0568+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0568
 OT0568  HISTORY     - Date     Condition        Report By
 OT0568  HISTORY     - 1898     MONUMENTED       USGS
 OT0568  HISTORY     - 1934     GOOD             CGS
 OT0568  HISTORY     - 19950410 GOOD             NGS
 OT0568
 OT0568                          STATION DESCRIPTION
 OT0568
 OT0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0568'3.8 MI SW FROM PRINGLE.
 OT0568'3.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0568'RAILROAD FROM THE STATION AT PRINGLE, CUSTER COUNTY, ABOUT 0.5
 OT0568'MILE NORTHEAST OF MILEPOST 28, ABOUT 300 FEET NORTHEAST OF BRIDGE
 OT0568'28.46, ABOUT 160 FEET WEST OF THE CROSSING OF THE PRINGLE-MINNEKAHTA
 OT0568'ROAD, IN THE TOP OF THE NORTHEAST CORNER OF A LARGE LIMESTONE
 OT0568'ROCK, 4 FEET WEST OF THE EAST EDGE, 2 FEET SOUTH OF THE NORTH
 OT0568'EDGE, 15 FEET NORTHEAST OF A 15-INCH PINE TREE, AND ABOUT LEVEL
 OT0568'WITH THE TRACK.  A 3/4-INCH COPPER BOLT, STAMPED U.S.G.S. B.M.
 OT0568'4697 FT.
 OT0568
 OT0568                          STATION RECOVERY (1995)
 OT0568
 OT0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0568'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 OT0568'IN PRINGLE, THENCE 6.3 KM (3.90 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 OT0568'THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG COUNTY ROAD 315, NEAR THE
 OT0568'NORTHWEST END OF A 17 BY 20-FOOT AREA OF OUTCROPPING BEDROCK THAT
 OT0568'PROJECTS 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE, 91.4 M (299.9 FT)
 OT0568'NORTH OF THE NORTH END OF AN ABANDONED RAILROAD BRIDGE, 47.8 M (156.8
 OT0568'FT) WEST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND A RAILROAD
 OT0568'GRADE (TRACK REMOVED), 18.0 M (59.1 FT) NORTHWEST OF UNDERGROUND CABLE
 OT0568'JUNCTION BOX NUMBER E1 22, 11.7 M (38.4 FT) WEST OF THE CENTER OF
 OT0568'FOREST SERVICE ROAD 510-1A, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE
 OT0568'FOREST SERVICE ROAD, 1.2 M (3.9 FT) SOUTH OF THE NORTH EDGE OF THE
 OT0568'OUTCROP, AND 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 OT0568'OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1668 ***********************************************************************
 PU1668  DESIGNATION -  4698 DW
 PU1668  PID         -  PU1668
 PU1668  STATE/COUNTY-  SD/PENNINGTON
 PU1668  COUNTRY     -  US
 PU1668  USGS QUAD   -  SILVER CITY (2017)
 PU1668
 PU1668                         *CURRENT SURVEY CONTROL
 PU1668  ______________________________________________________________________
 PU1668* NAD 83(1986) POSITION- 44 05 07.0    (N) 103 36 03.2    (W)   HD_HELD2
 PU1668* NAVD 88 ORTHO HEIGHT -  1433.281 (meters)     4702.36  (feet) ADJUSTED
 PU1668  ______________________________________________________________________
 PU1668  GEOID HEIGHT    -        -13.646 (meters)                     GEOID18
 PU1668  DYNAMIC HEIGHT  -       1432.681 (meters)     4700.39  (feet) COMP
 PU1668  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 PU1668
 PU1668  VERT ORDER      -  SECOND    CLASS 0
 PU1668
 PU1668.The horizontal coordinates were established by autonomous hand held GPS
 PU1668.observations and have an estimated accuracy of +/- 10 meters.
 PU1668
 PU1668.The orthometric height was determined by differential leveling and
 PU1668.adjusted by the NATIONAL GEODETIC SURVEY
 PU1668.in June 1991.
 PU1668
 PU1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1668.GEOID18 height accuracy estimate available here.
 PU1668
 PU1668.Click photographs - Photos may exist for this station.
 PU1668
 PU1668.The dynamic height is computed by dividing the NAVD 88
 PU1668.geopotential number by the normal gravity value computed on the
 PU1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1668.degrees latitude (g = 980.6199 gals.).
 PU1668
 PU1668.The modeled gravity was interpolated from observed gravity values.
 PU1668
 PU1668;                    North         East    Units  Estimated Accuracy
 PU1668;SPC SD S     -   199,777.      338,381.      MT  (+/- 10 meters HH2 GPS)
 PU1668
 PU1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1201282296(NAD 83)
 PU1668
 PU1668                          SUPERSEDED SURVEY CONTROL
 PU1668
 PU1668  NGVD 29 (??/??/92) 1432.680  (m)         4700.38   (f) ADJ UNCH    2 0
 PU1668
 PU1668.Superseded values are not recommended for survey control.
 PU1668
 PU1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1668.See file dsdata.pdf to determine how the superseded data were derived.
 PU1668
 PU1668_MARKER: DB = BENCH MARK DISK
 PU1668_SETTING: 66 = SET IN ROCK OUTCROP
 PU1668_STAMPING: 4698 DW
 PU1668_MARK LOGO: USGS
 PU1668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1668+STABILITY: POSITION/ELEVATION WELL
 PU1668
 PU1668  HISTORY     - Date     Condition        Report By
 PU1668  HISTORY     - 1900     MONUMENTED       USGS
 PU1668  HISTORY     - 1934     GOOD             CGS
 PU1668
 PU1668                          STATION DESCRIPTION
 PU1668
 PU1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1668'3.5 MI E FROM MYSTIC.
 PU1668'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 2.3
 PU1668'MILES EAST OF RAILROAD JUNCTION, IN THE TOP OF ROCK AT
 PU1668'THE FOOT OF A CLIFF, ON A SMALL ROCK SHELF ABOUT 1 FOOT
 PU1668'BELOW TRACK LEVEL, AND 7.6 FEET NORTH OF THE NORTH RAIL.  NEAR
 PU1668'POINT WHERE JENNY GULCH OPENS INTO RAPID CANYON ON THE WEST
 PU1668'SIDE.  A STANDARD GEOLOGICAL TABLET IN DRILL HOLE, STAMPED
 PU1668'4698 DW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7908 ***********************************************************************
 AC7908  CBN         -  This is a Cooperative Base Network Control Station.
 AC7908  DESIGNATION -  47 039.36
 AC7908  PID         -  AC7908
 AC7908  STATE/COUNTY-  SD/GREGORY
 AC7908  COUNTRY     -  US
 AC7908  USGS QUAD   -  DIXON (2017)
 AC7908
 AC7908                         *CURRENT SURVEY CONTROL
 AC7908  ______________________________________________________________________
 AC7908* NAD 83(2011) POSITION- 43 29 49.15087(N) 099 26 08.19363(W)   ADJUSTED
 AC7908* NAD 83(2011) ELLIP HT-   531.382 (meters)        (06/27/12)   ADJUSTED
 AC7908* NAD 83(2011) EPOCH   -  2010.00
 AC7908* NAVD 88 ORTHO HEIGHT -   557.4   (meters)     1829.    (feet) GPS OBS
 AC7908  ______________________________________________________________________
 AC7908  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7908  GEOID HEIGHT    -        -25.993 (meters)                     GEOID96
 AC7908  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 AC7908  NAD 83(2011) X  -   -759,777.048 (meters)                     COMP
 AC7908  NAD 83(2011) Y  - -4,571,805.526 (meters)                     COMP
 AC7908  NAD 83(2011) Z  -  4,368,084.645 (meters)                     COMP
 AC7908  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 AC7908
 AC7908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7908  Standards:
 AC7908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7908  -------------------------------------------------------------------
 AC7908  NETWORK    0.95   2.82           0.45   0.29   1.44     -0.05884715
 AC7908  -------------------------------------------------------------------
 AC7908  Click here for local accuracies and other accuracy information.
 AC7908
 AC7908.The horizontal coordinates were established by GPS observations
 AC7908.and adjusted by the National Geodetic Survey in June 2012.
 AC7908
 AC7908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7908.been affixed to the stable North American tectonic plate. See 
 AC7908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7908
 AC7908.The horizontal coordinates are valid at the epoch date displayed above
 AC7908.which is a decimal equivalence of Year/Month/Day.
 AC7908
 AC7908.The orthometric height was determined by GPS observations and a
 AC7908.high-resolution geoid model.
 AC7908
 AC7908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7908.GEOID18 height accuracy estimate available here.
 AC7908
 AC7908.Click photographs - Photos may exist for this station.
 AC7908
 AC7908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7908
 AC7908.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7908
 AC7908.The ellipsoidal height was determined by GPS observations
 AC7908.and is referenced to NAD 83.
 AC7908
 AC7908. The following values were computed from the NAD 83(2011) position.
 AC7908
 AC7908;                    North         East     Units Scale Factor Converg.
 AC7908;SPC SD S     -   129,663.657   672,600.532   MT  0.99990911   +0 37 09.5
 AC7908;SPC SD S     -   425,404.85  2,206,690.25   sFT  0.99990911   +0 37 09.5
 AC7908;UTM  14      - 4,816,098.843   464,781.686   MT  0.99961526   -0 17 59.4
 AC7908
 AC7908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7908!SPC SD S     -   0.99991668  x   0.99990911  =   0.99982580
 AC7908!UTM  14      -   0.99991668  x   0.99961526  =   0.99953197
 AC7908
 AC7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6478116098(NAD 83)
 AC7908
 AC7908                          SUPERSEDED SURVEY CONTROL
 AC7908
 AC7908  NAD 83(2007)-  43 29 49.15090(N)    099 26 08.19446(W) AD(2002.00) 0
 AC7908  ELLIP H (02/10/07)  531.414  (m)                       GP(2002.00)    
 AC7908  ELLIP H (04/15/04)  531.396  (m)                       GP(       ) 2 1
 AC7908  NAD 83(1996)-  43 29 49.15052(N)    099 26 08.19434(W) AD(       ) B
 AC7908  ELLIP H (04/18/97)  531.441  (m)                       GP(       ) 4 1
 AC7908
 AC7908.Superseded values are not recommended for survey control.
 AC7908
 AC7908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7908.See file dsdata.pdf to determine how the superseded data were derived.
 AC7908
 AC7908_MARKER: Z = SEE DESCRIPTION
 AC7908_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7908_STAMPING: 47-39.36
 AC7908_MARK LOGO: NGS
 AC7908_PROJECTION: FLUSH
 AC7908_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7908+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7908_ROD/PIPE-DEPTH: 6.4 meters
 AC7908_SLEEVE-DEPTH  : 1.8 meters
 AC7908
 AC7908  HISTORY     - Date     Condition        Report By
 AC7908  HISTORY     - 1995     MONUMENTED       SDDT
 AC7908  HISTORY     - 19960926 GOOD             NGS
 AC7908  HISTORY     - 20130116 GOOD             INDIV
 AC7908
 AC7908                          STATION DESCRIPTION
 AC7908
 AC7908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7908'THE STATION IS LOCATED ABOUT 23.0 MI (37.0 KM) EAST-NORTHEAST OF
 AC7908'WINNER, 18.0 MI (29.0 KM) NORTH OF GREGORY, 3.3 MI (5.3 KM) SOUTH OF
 AC7908'IONA, AND 0.2 MI (0.3 KM) SOUTH OF THE GREGORY/LYMAN COUNTY LINE, ON
 AC7908'STATE HIGHWAY 47.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7908'STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY 47
 AC7908'NORTH IN GREGORY, GO NORTH ON STATE HIGHWAY 47 FOR 18.75 MI (30.17 KM)
 AC7908'TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7908'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7908'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 96.8 FT (29.5 M) WEST OF THE
 AC7908'CENTER OF THE HIGHWAY, 21.0 FT (6.4 M) NORTH OF THE CENTER OF A FIELD
 AC7908'ENTRANCE ROAD, 1.0 FT (0.3 M) WEST OF A METAL GUARD POST, 4.3 FT (1.3
 AC7908'M) EAST OF A FENCE, AND 1.4 FT (0.4 M) EAST OF A WITNESS POST.
 AC7908'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7908'A 4-INCH PVC CAP.
 AC7908
 AC7908                          STATION RECOVERY (2013)
 AC7908
 AC7908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7885 ***********************************************************************
 AC7885  CBN         -  This is a Cooperative Base Network Control Station.
 AC7885  DESIGNATION -  47 122.16
 AC7885  PID         -  AC7885
 AC7885  STATE/COUNTY-  SD/HYDE
 AC7885  COUNTRY     -  US
 AC7885  USGS QUAD   -  MACS CORNER (2017)
 AC7885
 AC7885                         *CURRENT SURVEY CONTROL
 AC7885  ______________________________________________________________________
 AC7885* NAD 83(2011) POSITION- 44 18 34.96448(N) 099 26 30.93595(W)   ADJUSTED
 AC7885* NAD 83(2011) ELLIP HT-   569.485 (meters)        (06/27/12)   ADJUSTED
 AC7885* NAD 83(2011) EPOCH   -  2010.00
 AC7885* NAVD 88 ORTHO HEIGHT -   593.7   (meters)     1948.    (feet) GPS OBS
 AC7885  ______________________________________________________________________
 AC7885  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7885  GEOID HEIGHT    -        -24.128 (meters)                     GEOID96
 AC7885  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 AC7885  NAD 83(2011) X  -   -750,012.215 (meters)                     COMP
 AC7885  NAD 83(2011) Y  - -4,509,972.754 (meters)                     COMP
 AC7885  NAD 83(2011) Z  -  4,433,179.881 (meters)                     COMP
 AC7885  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 AC7885
 AC7885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7885  Standards:
 AC7885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7885  -------------------------------------------------------------------
 AC7885  NETWORK    0.87   2.59           0.41   0.27   1.32     -0.09078991
 AC7885  -------------------------------------------------------------------
 AC7885  Click here for local accuracies and other accuracy information.
 AC7885
 AC7885.The horizontal coordinates were established by GPS observations
 AC7885.and adjusted by the National Geodetic Survey in June 2012.
 AC7885
 AC7885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7885.been affixed to the stable North American tectonic plate. See 
 AC7885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7885
 AC7885.The horizontal coordinates are valid at the epoch date displayed above
 AC7885.which is a decimal equivalence of Year/Month/Day.
 AC7885
 AC7885.The orthometric height was determined by GPS observations and a
 AC7885.high-resolution geoid model.
 AC7885
 AC7885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7885.GEOID18 height accuracy estimate available here.
 AC7885
 AC7885.Click photographs - Photos may exist for this station.
 AC7885
 AC7885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7885
 AC7885.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7885
 AC7885.The ellipsoidal height was determined by GPS observations
 AC7885.and is referenced to NAD 83.
 AC7885
 AC7885. The following values were computed from the NAD 83(2011) position.
 AC7885
 AC7885;                    North         East     Units Scale Factor Converg.
 AC7885;SPC SD N     -    53,090.279   644,528.076   MT  1.00002221   +0 23 41.9
 AC7885;SPC SD N     -   174,180.36  2,114,589.20   sFT  1.00002221   +0 23 41.9
 AC7885;UTM  14      - 4,906,367.798   464,753.743   MT  0.99961528   -0 18 31.3
 AC7885
 AC7885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7885!SPC SD N     -   0.99991071  x   1.00002221  =   0.99993292
 AC7885!UTM  14      -   0.99991071  x   0.99961528  =   0.99952603
 AC7885
 AC7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6475306367(NAD 83)
 AC7885
 AC7885                          SUPERSEDED SURVEY CONTROL
 AC7885
 AC7885  NAD 83(2007)-  44 18 34.96481(N)    099 26 30.93673(W) AD(2002.00) 0
 AC7885  ELLIP H (02/10/07)  569.528  (m)                       GP(2002.00)    
 AC7885  ELLIP H (04/15/04)  569.529  (m)                       GP(       ) 2 1
 AC7885  NAD 83(1996)-  44 18 34.96396(N)    099 26 30.93625(W) AD(       ) B
 AC7885  ELLIP H (04/18/97)  569.589  (m)                       GP(       ) 4 1
 AC7885
 AC7885.Superseded values are not recommended for survey control.
 AC7885
 AC7885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7885.See file dsdata.pdf to determine how the superseded data were derived.
 AC7885
 AC7885_MARKER: Z = SEE DESCRIPTION
 AC7885_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7885_STAMPING: 47-122.16 1995
 AC7885_MARK LOGO: NGS
 AC7885_PROJECTION: FLUSH
 AC7885_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7885+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 AC7885_ROD/PIPE-DEPTH: 6.4 meters
 AC7885_SLEEVE-DEPTH  : 1.8 meters
 AC7885
 AC7885  HISTORY     - Date     Condition        Report By
 AC7885  HISTORY     - 1995     MONUMENTED       SDDT
 AC7885  HISTORY     - 19960925 GOOD             NGS
 AC7885
 AC7885                          STATION DESCRIPTION
 AC7885
 AC7885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7885'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH OF HIGHMORE AND
 AC7885'4.0 MI (6.4 KM) NORTH OF STEPHAN, ON STATE HIGHWAY 47.  OWNERSHIP--THE
 AC7885'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7885'STATE HIGHWAYS 34 EAST AND 47 NORTH AT STEPHAN, GO NORTH ON STATE
 AC7885'HIGHWAY 47 FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF A GRAVELED COUNTY
 AC7885'ROAD LEADING WEST AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AC7885'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7885'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 102.2 FT
 AC7885'(31.2 M) WEST OF THE CENTER OF THE HIGHWAY, 47.9 FT (14.6 M) SOUTH OF
 AC7885'THE CENTER OF THE ROAD, 39.0 FT (11.9 M) SOUTH OF AN UNDERGROUND CABLE
 AC7885'JUNCTION BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST AND FENCE, 1.0 FT
 AC7885'(0.3 M) WEST OF A METAL GUARD POST, AND 0.08 M (0.26 FT) BELOW THE
 AC7885'GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7885'LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7929 ***********************************************************************
 AC7929  CBN         -  This is a Cooperative Base Network Control Station.
 AC7929  DESIGNATION -  47 154.78
 AC7929  PID         -  AC7929
 AC7929  STATE/COUNTY-  SD/HYDE
 AC7929  COUNTRY     -  US
 AC7929  USGS QUAD   -  RICE LAKE (2017)
 AC7929
 AC7929                         *CURRENT SURVEY CONTROL
 AC7929  ______________________________________________________________________
 AC7929* NAD 83(2011) POSITION- 44 46 47.14888(N) 099 26 58.83365(W)   ADJUSTED
 AC7929* NAD 83(2011) ELLIP HT-   525.472 (meters)        (06/27/12)   ADJUSTED
 AC7929* NAD 83(2011) EPOCH   -  2010.00
 AC7929* NAVD 88 ORTHO HEIGHT -   548.7   (meters)     1800.    (feet) GPS OBS
 AC7929  ______________________________________________________________________
 AC7929  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7929  GEOID HEIGHT    -        -23.145 (meters)                     GEOID96
 AC7929  GEOID HEIGHT    -        -23.161 (meters)                     GEOID18
 AC7929  NAD 83(2011) X  -   -744,600.941 (meters)                     COMP
 AC7929  NAD 83(2011) Y  - -4,473,694.534 (meters)                     COMP
 AC7929  NAD 83(2011) Z  -  4,470,379.033 (meters)                     COMP
 AC7929  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 AC7929
 AC7929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7929  Standards:
 AC7929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7929  -------------------------------------------------------------------
 AC7929  NETWORK    1.11   3.27           0.52   0.36   1.67     -0.04976535
 AC7929  -------------------------------------------------------------------
 AC7929  Click here for local accuracies and other accuracy information.
 AC7929
 AC7929.The horizontal coordinates were established by GPS observations
 AC7929.and adjusted by the National Geodetic Survey in June 2012.
 AC7929
 AC7929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7929.been affixed to the stable North American tectonic plate. See 
 AC7929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7929
 AC7929.The horizontal coordinates are valid at the epoch date displayed above
 AC7929.which is a decimal equivalence of Year/Month/Day.
 AC7929
 AC7929.The orthometric height was determined by GPS observations and a
 AC7929.high-resolution geoid model.
 AC7929
 AC7929.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7929.GEOID18 height accuracy estimate available here.
 AC7929
 AC7929.Click photographs - Photos may exist for this station.
 AC7929
 AC7929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7929
 AC7929.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7929
 AC7929.The ellipsoidal height was determined by GPS observations
 AC7929.and is referenced to NAD 83.
 AC7929
 AC7929. The following values were computed from the NAD 83(2011) position.
 AC7929
 AC7929;                    North         East     Units Scale Factor Converg.
 AC7929;SPC SD N     -   105,317.278   643,554.710   MT  0.99995028   +0 23 22.1
 AC7929;SPC SD N     -   345,528.44  2,111,395.74   sFT  0.99995028   +0 23 22.1
 AC7929;UTM  14      - 4,958,583.738   464,423.138   MT  0.99961556   -0 19 00.3
 AC7929
 AC7929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7929!SPC SD N     -   0.99991762  x   0.99995028  =   0.99986790
 AC7929!UTM  14      -   0.99991762  x   0.99961556  =   0.99953321
 AC7929
 AC7929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6442358583(NAD 83)
 AC7929
 AC7929                          SUPERSEDED SURVEY CONTROL
 AC7929
 AC7929  NAD 83(2007)-  44 46 47.14903(N)    099 26 58.83444(W) AD(2002.00) 0
 AC7929  ELLIP H (02/10/07)  525.502  (m)                       GP(2002.00)    
 AC7929  ELLIP H (04/15/04)  525.506  (m)                       GP(       ) 2 1
 AC7929  NAD 83(1996)-  44 46 47.14836(N)    099 26 58.83394(W) AD(       ) B
 AC7929  ELLIP H (04/18/97)  525.555  (m)                       GP(       ) 4 1
 AC7929
 AC7929.Superseded values are not recommended for survey control.
 AC7929
 AC7929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7929.See file dsdata.pdf to determine how the superseded data were derived.
 AC7929
 AC7929_MARKER: Z = SEE DESCRIPTION
 AC7929_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7929_STAMPING: 47-154.78 1995
 AC7929_MARK LOGO: NGS
 AC7929_PROJECTION: FLUSH
 AC7929_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7929+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1996
 AC7929_ROD/PIPE-DEPTH: 6.4 meters
 AC7929_SLEEVE-DEPTH  : 1.8 meters
 AC7929
 AC7929  HISTORY     - Date     Condition        Report By
 AC7929  HISTORY     - 1995     MONUMENTED       SDDT
 AC7929  HISTORY     - 19960926 GOOD             NGS
 AC7929
 AC7929                          STATION DESCRIPTION
 AC7929
 AC7929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7929'THE STATION IS LOCATED ABOUT 18.4 MI (29.6 KM) NORTH OF HIGHMORE AND
 AC7929'8.0 MI (12.9 KM) SOUTH OF THE HYDE/FAULK COUNTY LINE, ON STATE HIGHWAY
 AC7929'47.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 AC7929'THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 47 IN HIGHMORE, GO
 AC7929'NORTH ON STATE HIGHWAY 47 FOR 12.1 MI (19.5 KM) TO A GRAVELED ROAD
 AC7929'RIGHT (COUNTY ROAD 154), CONTINUE NORTH ON THE HIGHWAY FOR 6.2 KM
 AC7929'(3.85 MI) TO THE JUNCTION OF STATE HIGHWAY 26 AND THE STATION ON THE
 AC7929'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7929'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7929'PIPE.  LOCATED 59.8 M (196.2 FT) EAST OF THE CENTERLINE OF STATE
 AC7929'HIGHWAY 47, 15.6 M (51.2 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 AC7929'26, 11.5 M (37.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.6
 AC7929'M (2.0 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) SOUTH
 AC7929'OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7929'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0570 ***********************************************************************
 OT0570  DESIGNATION -  4798 DW
 OT0570  PID         -  OT0570
 OT0570  STATE/COUNTY-  SD/CUSTER
 OT0570  COUNTRY     -  US
 OT0570  USGS QUAD   -  ARGYLE (2017)
 OT0570
 OT0570                         *CURRENT SURVEY CONTROL
 OT0570  ______________________________________________________________________
 OT0570* NAD 83(1986) POSITION- 43 31 54.85   (N) 103 39 04.05   (W)   HD_HELD1
 OT0570* NAVD 88 ORTHO HEIGHT -  1463.863 (meters)     4802.69  (feet) ADJUSTED
 OT0570  ______________________________________________________________________
 OT0570  GEOID HEIGHT    -        -14.501 (meters)                     GEOID18
 OT0570  DYNAMIC HEIGHT  -       1463.196 (meters)     4800.50  (feet) COMP
 OT0570  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 OT0570
 OT0570  VERT ORDER      -  SECOND    CLASS 0
 OT0570
 OT0570.The horizontal coordinates were determined by differentially corrected
 OT0570.hand held GPS observations or other comparable positioning techniques
 OT0570.and have an estimated accuracy of +/- 3 meters.
 OT0570
 OT0570.The orthometric height was determined by differential leveling and
 OT0570.adjusted by the NATIONAL GEODETIC SURVEY
 OT0570.in June 1991.
 OT0570
 OT0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0570.GEOID18 height accuracy estimate available here.
 OT0570
 OT0570.Click photographs - Photos may exist for this station.
 OT0570
 OT0570.The dynamic height is computed by dividing the NAVD 88
 OT0570.geopotential number by the normal gravity value computed on the
 OT0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0570.degrees latitude (g = 980.6199 gals.).
 OT0570
 OT0570.The modeled gravity was interpolated from observed gravity values.
 OT0570
 OT0570;                    North         East    Units  Estimated Accuracy
 OT0570;SPC SD S     -   138,505.7     331,905.3     MT  (+/- 3 meters HH1 GPS) 
 OT0570
 OT0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0899120768(NAD 83)
 OT0570
 OT0570                          SUPERSEDED SURVEY CONTROL
 OT0570
 OT0570  NGVD 29 (??/??/92) 1463.257  (m)         4800.70   (f) ADJ UNCH    2 0
 OT0570
 OT0570.Superseded values are not recommended for survey control.
 OT0570
 OT0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0570.See file dsdata.pdf to determine how the superseded data were derived.
 OT0570
 OT0570_MARKER: B = BOLT
 OT0570_SETTING: 66 = SET IN ROCK OUTCROP
 OT0570_STAMPING: USGSBM 4798 FT
 OT0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0570+STABILITY: POSITION/ELEVATION WELL
 OT0570
 OT0570  HISTORY     - Date     Condition        Report By
 OT0570  HISTORY     - 1898     MONUMENTED       USGS
 OT0570  HISTORY     - 1934     GOOD             CGS
 OT0570  HISTORY     - 19950411 MARK NOT FOUND   NGS
 OT0570
 OT0570                          STATION DESCRIPTION
 OT0570
 OT0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0570'7.7 MI SW FROM PRINGLE.
 OT0570'7.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0570'RAILROAD FROM THE STATION AT PRINGLE, CUSTER COUNTY, ABOUT 1/4
 OT0570'MILE SOUTHWEST OF THE SECTION HOUSE AT ARGYLE, ABOUT 0.4 MILE
 OT0570'SOUTHWEST OF MILEPOST 25, NEAR THE SOUTH END OF THE SIDING AT
 OT0570'THE NORTH END OF A CUT, 45.4 FEET NORTHEAST OF THE SWITCH STAND,
 OT0570'34.5 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST OF A PILE OF LOOSE
 OT0570'ROCKS, AND IN THE TOP OF A RED SANDSTONE OUTCROP ABOUT 2 INCHES
 OT0570'HIGHER THAN THE GROUND.  A COPPER BOLT, STAMPED U.S.G.S. B.M.
 OT0570'4798 FT.
 OT0570
 OT0570                          STATION RECOVERY (1995)
 OT0570
 OT0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0570'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7967 ***********************************************************************
 AC7967  CBN         -  This is a Cooperative Base Network Control Station.
 AC7967  DESIGNATION -  48 381.53
 AC7967  PID         -  AC7967
 AC7967  STATE/COUNTY-  SD/UNION
 AC7967  COUNTRY     -  US
 AC7967  USGS QUAD   -  AKRON (2018)
 AC7967
 AC7967                         *CURRENT SURVEY CONTROL
 AC7967  ______________________________________________________________________
 AC7967* NAD 83(2011) POSITION- 42 51 02.63638(N) 096 36 31.55775(W)   ADJUSTED
 AC7967* NAD 83(2011) ELLIP HT-   328.916 (meters)        (06/27/12)   ADJUSTED
 AC7967* NAD 83(2011) EPOCH   -  2010.00
 AC7967* NAVD 88 ORTHO HEIGHT -   354.6   (meters)     1163.    (feet) GPS OBS
 AC7967  ______________________________________________________________________
 AC7967  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7967  GEOID HEIGHT    -        -25.605 (meters)                     GEOID96
 AC7967  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 AC7967  NAD 83(2011) X  -   -539,018.539 (meters)                     COMP
 AC7967  NAD 83(2011) Y  - -4,652,366.779 (meters)                     COMP
 AC7967  NAD 83(2011) Z  -  4,315,583.181 (meters)                     COMP
 AC7967  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 AC7967
 AC7967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7967  Standards:
 AC7967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7967  -------------------------------------------------------------------
 AC7967  NETWORK    0.64   1.76           0.29   0.22   0.90     -0.03934148
 AC7967  -------------------------------------------------------------------
 AC7967  Click here for local accuracies and other accuracy information.
 AC7967
 AC7967.The horizontal coordinates were established by GPS observations
 AC7967.and adjusted by the National Geodetic Survey in June 2012.
 AC7967
 AC7967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7967.been affixed to the stable North American tectonic plate. See 
 AC7967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7967
 AC7967.The horizontal coordinates are valid at the epoch date displayed above
 AC7967.which is a decimal equivalence of Year/Month/Day.
 AC7967
 AC7967.The orthometric height was determined by GPS observations and a
 AC7967.high-resolution geoid model.
 AC7967
 AC7967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7967.GEOID18 height accuracy estimate available here.
 AC7967
 AC7967.Click photographs - Photos may exist for this station.
 AC7967
 AC7967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7967
 AC7967.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7967
 AC7967.The ellipsoidal height was determined by GPS observations
 AC7967.and is referenced to NAD 83.
 AC7967
 AC7967. The following values were computed from the NAD 83(2011) position.
 AC7967
 AC7967;                    North         East     Units Scale Factor Converg.
 AC7967;SPC SD S     -    64,304.169   904,335.686   MT  0.99999593   +2 34 09.8
 AC7967;SPC SD S     -   210,971.26  2,966,974.66   sFT  0.99999593   +2 34 09.8
 AC7967;UTM  14      - 4,747,012.733   695,381.022   MT  1.00006965   +1 37 36.4
 AC7967
 AC7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7967!SPC SD S     -   0.99994842  x   0.99999593  =   0.99994435
 AC7967!UTM  14      -   0.99994842  x   1.00006965  =   1.00001807
 AC7967
 AC7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9538147012(NAD 83)
 AC7967
 AC7967                          SUPERSEDED SURVEY CONTROL
 AC7967
 AC7967  NAD 83(2007)-  42 51 02.63637(N)    096 36 31.55856(W) AD(2002.00) 0
 AC7967  ELLIP H (02/10/07)  328.943  (m)                       GP(2002.00)    
 AC7967  ELLIP H (04/15/04)  328.940  (m)                       GP(       ) 2 1
 AC7967  NAD 83(1996)-  42 51 02.63617(N)    096 36 31.55819(W) AD(       ) B
 AC7967  ELLIP H (04/18/97)  328.982  (m)                       GP(       ) 4 1
 AC7967
 AC7967.Superseded values are not recommended for survey control.
 AC7967
 AC7967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7967.See file dsdata.pdf to determine how the superseded data were derived.
 AC7967
 AC7967_MARKER: Z = SEE DESCRIPTION
 AC7967_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7967_STAMPING: 48-381.53 1995
 AC7967_MARK LOGO: NGS
 AC7967_PROJECTION: FLUSH
 AC7967_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7967+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2012
 AC7967_ROD/PIPE-DEPTH: 6.4 meters
 AC7967_SLEEVE-DEPTH  : 1.8 meters
 AC7967
 AC7967  HISTORY     - Date     Condition        Report By
 AC7967  HISTORY     - 1994     MONUMENTED       SDDT
 AC7967  HISTORY     - 19960928 GOOD             NGS
 AC7967  HISTORY     - 19961205 GOOD             NGS
 AC7967  HISTORY     - 20120911 GOOD             INDIV
 AC7967
 AC7967                          STATION DESCRIPTION
 AC7967
 AC7967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7967'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF INTERSTATE
 AC7967'HIGHWAY 29 EXIT 31, 7.0 MI (11.3 KM) EAST OF SPINK, AND 3.0 MI (4.8
 AC7967'KM) WEST OF THE SOUTH DAKOTA/MINNESOTA STATE LINE, ON STATE HIGHWAY
 AC7967'48.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 AC7967'THE JUNCTION OF STATE HIGHWAY 48 AND COUNTY ROAD 21 IN SPINK, GO EAST
 AC7967'ON STATE HIGHWAY 48 FOR 7.2 MI (11.6 KM) TO THE STATION ON THE RIGHT.
 AC7967'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7967'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7967'PIPE.  LOCATED 1.0 MI (1.6 KM) EAST OF THE JUNCTION OF STATE HIGHWAY
 AC7967'11 NORTH, 0.13 MI (0.21 KM) WEST OF THE WEST END OF A BRIDGE, 85.5 FT
 AC7967'(26.1 M) SOUTH OF THE HIGHWAY CENTER, 1.2 FT (0.4 M) NORTH OF A
 AC7967'WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) SOUTH OF METAL GUARD POST.
 AC7967'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7967'A 4-INCH PVC CAP.
 AC7967
 AC7967                          STATION RECOVERY (1996)
 AC7967
 AC7967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 AC7967'RECOVERED AS DESCRIBED--FULL DESCRIPTION SUBMITTED WITH SOUTH DAKOTA
 AC7967'HARN PROJECT.
 AC7967
 AC7967                          STATION RECOVERY (2012)
 AC7967
 AC7967'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1629 ***********************************************************************
 PU1629  DESIGNATION -  4865
 PU1629  PID         -  PU1629
 PU1629  STATE/COUNTY-  SD/PENNINGTON
 PU1629  COUNTRY     -  US
 PU1629  USGS QUAD   -  ROCHFORD (2017)
 PU1629
 PU1629                         *CURRENT SURVEY CONTROL
 PU1629  ______________________________________________________________________
 PU1629* NAD 83(1986) POSITION- 44 04 38.31   (N) 103 38 26.10   (W)   HD_HELD1
 PU1629* NAVD 88 ORTHO HEIGHT -  1484.275 (meters)     4869.66  (feet) ADJUSTED
 PU1629  ______________________________________________________________________
 PU1629  GEOID HEIGHT    -        -13.445 (meters)                     GEOID18
 PU1629  DYNAMIC HEIGHT  -       1483.658 (meters)     4867.63  (feet) COMP
 PU1629  MODELED GRAVITY -    980,149.5   (mgal)                       NAVD 88
 PU1629
 PU1629  VERT ORDER      -  SECOND    CLASS 0
 PU1629
 PU1629.The horizontal coordinates were determined by differentially corrected
 PU1629.hand held GPS observations or other comparable positioning techniques
 PU1629.and have an estimated accuracy of +/- 3 meters.
 PU1629
 PU1629.The orthometric height was determined by differential leveling and
 PU1629.adjusted by the NATIONAL GEODETIC SURVEY
 PU1629.in June 1991.
 PU1629
 PU1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1629.GEOID18 height accuracy estimate available here.
 PU1629
 PU1629.Click photographs - Photos may exist for this station.
 PU1629
 PU1629.The dynamic height is computed by dividing the NAVD 88
 PU1629.geopotential number by the normal gravity value computed on the
 PU1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1629.degrees latitude (g = 980.6199 gals.).
 PU1629
 PU1629.The modeled gravity was interpolated from observed gravity values.
 PU1629
 PU1629;                    North         East    Units  Estimated Accuracy
 PU1629;SPC SD S     -   199,017.8     335,168.9     MT  (+/- 3 meters HH1 GPS) 
 PU1629
 PU1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0884881357(NAD 83)
 PU1629
 PU1629                          SUPERSEDED SURVEY CONTROL
 PU1629
 PU1629  NGVD 29 (??/??/92) 1483.678  (m)         4867.70   (f) ADJ UNCH    2 0
 PU1629
 PU1629.Superseded values are not recommended for survey control.
 PU1629
 PU1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1629.See file dsdata.pdf to determine how the superseded data were derived.
 PU1629
 PU1629_MARKER: B = BOLT
 PU1629_SETTING: 66 = SET IN ROCK OUTCROP
 PU1629_STAMPING: DW 4865
 PU1629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1629+STABILITY: POSITION/ELEVATION WELL
 PU1629
 PU1629  HISTORY     - Date     Condition        Report By
 PU1629  HISTORY     - 1900     MONUMENTED       USGS
 PU1629  HISTORY     - 1934     GOOD             CGS
 PU1629  HISTORY     - 20110513 GOOD             GEOCAC
 PU1629
 PU1629                          STATION DESCRIPTION
 PU1629
 PU1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1629'AT MYSTIC.
 PU1629'AT MYSTIC, PENNINGTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 PU1629'QUINCY RAILROAD, ABOUT 400 FEET NORTHEAST OF THE POST OFFICE,
 PU1629'ABOUT 0.3 MILE SOUTHEAST OF MILEPOST 75, ABOUT 200 FEET NORTHWEST
 PU1629'OF THE TRACK, IN THE TOP OF A ROCK LEDGE, AND ABOUT 7 FEET ABOVE
 PU1629'THE GROUND.  A COPPER BOLT, STAMPED U.S.G.S. B.M. 4865 FT.
 PU1629
 PU1629                          STATION RECOVERY (2011)
 PU1629
 PU1629'RECOVERY NOTE BY GEOCACHING 2011
 PU1629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7913 ***********************************************************************
 AC7913  CBN         -  This is a Cooperative Base Network Control Station.
 AC7913  DESIGNATION -  49 041.53
 AC7913  PID         -  AC7913
 AC7913  STATE/COUNTY-  SD/TRIPP
 AC7913  COUNTRY     -  US
 AC7913  USGS QUAD   -  HAMILL (2017)
 AC7913
 AC7913                         *CURRENT SURVEY CONTROL
 AC7913  ______________________________________________________________________
 AC7913* NAD 83(2011) POSITION- 43 35 13.35944(N) 099 41 00.99759(W)   ADJUSTED
 AC7913* NAD 83(2011) ELLIP HT-   517.896 (meters)        (06/27/12)   ADJUSTED
 AC7913* NAD 83(2011) EPOCH   -  2010.00
 AC7913* NAVD 88 ORTHO HEIGHT -   543.8   (meters)     1784.    (feet) GPS OBS
 AC7913  ______________________________________________________________________
 AC7913  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7913  GEOID HEIGHT    -        -25.839 (meters)                     GEOID96
 AC7913  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 AC7913  NAD 83(2011) X  -   -778,397.473 (meters)                     COMP
 AC7913  NAD 83(2011) Y  - -4,561,669.266 (meters)                     COMP
 AC7913  NAD 83(2011) Z  -  4,375,328.803 (meters)                     COMP
 AC7913  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 AC7913
 AC7913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7913  Standards:
 AC7913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7913  -------------------------------------------------------------------
 AC7913  NETWORK    1.13   3.43           0.53   0.36   1.75     -0.07846185
 AC7913  -------------------------------------------------------------------
 AC7913  Click here for local accuracies and other accuracy information.
 AC7913
 AC7913.The horizontal coordinates were established by GPS observations
 AC7913.and adjusted by the National Geodetic Survey in June 2012.
 AC7913
 AC7913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7913.been affixed to the stable North American tectonic plate. See 
 AC7913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7913
 AC7913.The horizontal coordinates are valid at the epoch date displayed above
 AC7913.which is a decimal equivalence of Year/Month/Day.
 AC7913
 AC7913.The orthometric height was determined by GPS observations and a
 AC7913.high-resolution geoid model.
 AC7913
 AC7913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7913.GEOID18 height accuracy estimate available here.
 AC7913
 AC7913.Click photographs - Photos may exist for this station.
 AC7913
 AC7913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7913
 AC7913.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7913
 AC7913.The ellipsoidal height was determined by GPS observations
 AC7913.and is referenced to NAD 83.
 AC7913
 AC7913. The following values were computed from the NAD 83(2011) position.
 AC7913
 AC7913;                    North         East     Units Scale Factor Converg.
 AC7913;SPC SD S     -   139,481.322   652,466.466   MT  0.99990702   +0 26 53.6
 AC7913;SPC SD S     -   457,614.97  2,140,633.73   sFT  0.99990702   +0 26 53.6
 AC7913;UTM  14      - 4,826,235.413   444,813.365   MT  0.99963746   -0 28 16.8
 AC7913
 AC7913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7913!SPC SD S     -   0.99991879  x   0.99990702  =   0.99982582
 AC7913!UTM  14      -   0.99991879  x   0.99963746  =   0.99955628
 AC7913
 AC7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4481326235(NAD 83)
 AC7913
 AC7913                          SUPERSEDED SURVEY CONTROL
 AC7913
 AC7913  NAD 83(2007)-  43 35 13.35961(N)    099 41 00.99840(W) AD(2002.00) 0
 AC7913  ELLIP H (02/10/07)  517.933  (m)                       GP(2002.00)    
 AC7913  ELLIP H (04/15/04)  517.917  (m)                       GP(       ) 2 1
 AC7913  NAD 83(1996)-  43 35 13.35899(N)    099 41 00.99824(W) AD(       ) B
 AC7913  ELLIP H (04/18/97)  517.967  (m)                       GP(       ) 4 1
 AC7913
 AC7913.Superseded values are not recommended for survey control.
 AC7913
 AC7913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7913.See file dsdata.pdf to determine how the superseded data were derived.
 AC7913
 AC7913_MARKER: Z = SEE DESCRIPTION
 AC7913_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7913_STAMPING: 49-41.53
 AC7913_MARK LOGO: NGS
 AC7913_PROJECTION: FLUSH
 AC7913_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7913+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7913_ROD/PIPE-DEPTH: 6.4 meters
 AC7913_SLEEVE-DEPTH  : 1.8 meters
 AC7913
 AC7913  HISTORY     - Date     Condition        Report By
 AC7913  HISTORY     - 1995     MONUMENTED       SDDT
 AC7913  HISTORY     - 19960729 GOOD             NGS
 AC7913  HISTORY     - 20130116 GOOD             INDIV
 AC7913
 AC7913                          STATION DESCRIPTION
 AC7913
 AC7913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7913'THE STATION IS LOCATED ABOUT 38.1 KM (23.65 MI) SOUTHWEST OF
 AC7913'CHAMBERLAIN, 27.4 KM (17.00 MI) NORTH-NORTHEAST OF WINNER, 1.0 KM
 AC7913'(0.60 MI) SOUTH OF HAMILL, AND 0.8 KM (0.50 MI) NORTH OF MILEPOST 41
 AC7913'ON STATE HIGHWAY 49.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 AC7913'THE STATION FROM THE POST OFFICE IN HAMILL, GO SOUTHEAST ON A GRAVELED
 AC7913'ROAD FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF STATE HIGHWAY 49, TURN
 AC7913'RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 49 FOR 0.8 KM (0.50 MI) TO THE
 AC7913'JUNCTION OF A GRAVELED ROAD AND THE STATION ON THE RIGHT.  THE STATION
 AC7913'IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AC7913'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 29.9
 AC7913'M (98.1 FT) WEST OF THE HIGHWAY CENTER, 28.1 M (92.2 FT) NORTH OF THE
 AC7913'ROAD CENTER, 24.5 M (80.4 FT) NORTHWEST OF THE NORTH END OF A CULVERT
 AC7913'UNDER THE ROAD, 15.9 M (52.2 FT) NORTH OF A UTILITY POLE, 10.7 M (35.1
 AC7913'FT) NORTHEAST OF A WATER VALVE, 0.6 M (2.0 FT) EAST OF A FENCE CORNER,
 AC7913'0.4 M (1.3 FT) WEST OF A METAL GUARD POST, AND 0.4 M (1.3 FT) EAST OF
 AC7913'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7913'LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7913
 AC7913                          STATION RECOVERY (2013)
 AC7913
 AC7913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5612 ***********************************************************************
 AC5612  DESIGNATION -  4950 DW RESET
 AC5612  PID         -  AC5612
 AC5612  STATE/COUNTY-  SD/CUSTER
 AC5612  COUNTRY     -  US
 AC5612  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5612
 AC5612                         *CURRENT SURVEY CONTROL
 AC5612  ______________________________________________________________________
 AC5612* NAD 83(1986) POSITION- 43 43 15.     (N) 103 59 06.     (W)   SCALED
 AC5612* NAVD 88 ORTHO HEIGHT -  1508.958 (meters)     4950.64  (feet) ADJUSTED
 AC5612  ______________________________________________________________________
 AC5612  GEOID HEIGHT    -        -13.663 (meters)                     GEOID18
 AC5612  DYNAMIC HEIGHT  -       1508.280 (meters)     4948.42  (feet) COMP
 AC5612  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 AC5612
 AC5612  VERT ORDER      -  FIRST     CLASS II
 AC5612
 AC5612.The horizontal coordinates were scaled from a map and have
 AC5612.an estimated accuracy of +/- 6 seconds.
 AC5612
 AC5612.The orthometric height was determined by differential leveling and
 AC5612.adjusted by the NATIONAL GEODETIC SURVEY
 AC5612.in October 1997.
 AC5612
 AC5612.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5612.GEOID18 height accuracy estimate available here.
 AC5612
 AC5612.Click photographs - Photos may exist for this station.
 AC5612
 AC5612.The dynamic height is computed by dividing the NAVD 88
 AC5612.geopotential number by the normal gravity value computed on the
 AC5612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5612.degrees latitude (g = 980.6199 gals.).
 AC5612
 AC5612.The modeled gravity was interpolated from observed gravity values.
 AC5612
 AC5612;                    North         East    Units  Estimated Accuracy
 AC5612;SPC SD S     -   160,610.      305,870.      MT  (+/- 180 meters Scaled)
 AC5612
 AC5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ817413(NAD 83)
 AC5612
 AC5612                          SUPERSEDED SURVEY CONTROL
 AC5612
 AC5612.No superseded survey control is available for this station.
 AC5612
 AC5612_MARKER: I = METAL ROD
 AC5612_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5612_STAMPING: 4950 DW RESET 1993
 AC5612_MARK LOGO: NGS
 AC5612_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5612+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1996
 AC5612
 AC5612  HISTORY     - Date     Condition        Report By
 AC5612  HISTORY     - 1993     MONUMENTED       NGS
 AC5612  HISTORY     - 19960203 GOOD             NGS
 AC5612
 AC5612                          STATION DESCRIPTION
 AC5612
 AC5612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5612'36.0 KM (22.35 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5612'IN CUSTER, 998.0 M (3274.3 FT) EAST OF MILEPOST 4, 615.0 M (2017.7 FT)
 AC5612'WEST OF MILEPOST 5, 58.3 M (191.3 FT) SOUTH OF BENCH MARK 16 044.59,
 AC5612'26.3 M (86.3 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY AND A CATTLE
 AC5612'GUARD, 24.5 M (80.4 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY
 AC5612'CENTERLINE, 1.2 M (3.9 FT) NORTHEAST OF A FENCE, AND 0.3 M (1.0 FT)
 AC5612'NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC5612'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC5612'SPECIFICATIONS FOR A CLASS A MARK.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1626 ***********************************************************************
 PU1626  DESIGNATION -  4970
 PU1626  PID         -  PU1626
 PU1626  STATE/COUNTY-  SD/PENNINGTON
 PU1626  COUNTRY     -  US
 PU1626  USGS QUAD   -  ROCHFORD (2017)
 PU1626
 PU1626                         *CURRENT SURVEY CONTROL
 PU1626  ______________________________________________________________________
 PU1626* NAD 83(1986) POSITION- 44 06 25.12   (N) 103 38 42.13   (W)   HD_HELD1
 PU1626* NAVD 88 ORTHO HEIGHT -  1516.220 (meters)     4974.47  (feet) ADJUSTED
 PU1626  ______________________________________________________________________
 PU1626  GEOID HEIGHT    -        -13.459 (meters)                     GEOID18
 PU1626  DYNAMIC HEIGHT  -       1515.558 (meters)     4972.29  (feet) COMP
 PU1626  MODELED GRAVITY -    980,127.4   (mgal)                       NAVD 88
 PU1626
 PU1626  VERT ORDER      -  SECOND    CLASS 0
 PU1626
 PU1626.The horizontal coordinates were determined by differentially corrected
 PU1626.hand held GPS observations or other comparable positioning techniques
 PU1626.and have an estimated accuracy of +/- 3 meters.
 PU1626
 PU1626.The orthometric height was determined by differential leveling and
 PU1626.adjusted by the NATIONAL GEODETIC SURVEY
 PU1626.in June 1991.
 PU1626
 PU1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1626.GEOID18 height accuracy estimate available here.
 PU1626
 PU1626.Click photographs - Photos may exist for this station.
 PU1626
 PU1626.The dynamic height is computed by dividing the NAVD 88
 PU1626.geopotential number by the normal gravity value computed on the
 PU1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1626.degrees latitude (g = 980.6199 gals.).
 PU1626
 PU1626.The modeled gravity was interpolated from observed gravity values.
 PU1626
 PU1626;                    North         East    Units  Estimated Accuracy
 PU1626;SPC SD S     -   202,325.9     334,944.0     MT  (+/- 3 meters HH1 GPS) 
 PU1626
 PU1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0843784647(NAD 83)
 PU1626
 PU1626                          SUPERSEDED SURVEY CONTROL
 PU1626
 PU1626  NGVD 29 (??/??/92) 1515.589  (m)         4972.39   (f) ADJ UNCH    2 0
 PU1626
 PU1626.Superseded values are not recommended for survey control.
 PU1626
 PU1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1626.See file dsdata.pdf to determine how the superseded data were derived.
 PU1626
 PU1626_MARKER: B = BOLT
 PU1626_SETTING: 66 = SET IN ROCK OUTCROP
 PU1626_STAMPING: 4970 DW
 PU1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1626+STABILITY: POSITION/ELEVATION WELL
 PU1626
 PU1626  HISTORY     - Date     Condition        Report By
 PU1626  HISTORY     - 1900     MONUMENTED       USGS
 PU1626  HISTORY     - 1938     GOOD             CGS
 PU1626
 PU1626                          STATION DESCRIPTION
 PU1626
 PU1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1626'3.5 MI SE FROM ROCHFORD.
 PU1626'3.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PU1626'RAILROAD FROM THE STATION AT ROCHFORD, PENNINGTON COUNTY, ABOUT
 PU1626'0.4 MILE SOUTHEAST OF MILEPOST 79, ABOUT 1 1/2 RAILS SOUTHEAST OF
 PU1626'BRIDGE 78.52, 112 FEET NORTH OF THE NORTH RAIL, 35.0 FEET
 PU1626'NORTHEAST OF THE CENTER LINE OF AN UNIMPROVED ROAD, AND IN THE TOP
 PU1626'OF THE NORTHEAST ONE OF TWO LARGE SLATE ROCKS.  A 3/4-INCH
 PU1626'COPPER BOLT, STAMPED 4970 DW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0549 ***********************************************************************
 OT0549  DESIGNATION -  4976 DW
 OT0549  PID         -  OT0549
 OT0549  STATE/COUNTY-  SD/PENNINGTON
 OT0549  COUNTRY     -  US
 OT0549  USGS QUAD   -  HILL CITY (2017)
 OT0549
 OT0549                         *CURRENT SURVEY CONTROL
 OT0549  ______________________________________________________________________
 OT0549* NAD 83(1986) POSITION- 43 55 55.04   (N) 103 34 24.87   (W)   HD_HELD1
 OT0549* NAVD 88 ORTHO HEIGHT -  1518.145 (meters)     4980.78  (feet) ADJUSTED
 OT0549  ______________________________________________________________________
 OT0549  GEOID HEIGHT    -        -13.714 (meters)                     GEOID18
 OT0549  DYNAMIC HEIGHT  -       1517.479 (meters)     4978.60  (feet) COMP
 OT0549  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 OT0549
 OT0549  VERT ORDER      -  SECOND    CLASS 0
 OT0549
 OT0549.The horizontal coordinates were determined by differentially corrected
 OT0549.hand held GPS observations or other comparable positioning techniques
 OT0549.and have an estimated accuracy of +/- 3 meters.
 OT0549
 OT0549.The orthometric height was determined by differential leveling and
 OT0549.adjusted by the NATIONAL GEODETIC SURVEY
 OT0549.in June 1991.
 OT0549
 OT0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0549.GEOID18 height accuracy estimate available here.
 OT0549
 OT0549.Click photographs - Photos may exist for this station.
 OT0549
 OT0549.The dynamic height is computed by dividing the NAVD 88
 OT0549.geopotential number by the normal gravity value computed on the
 OT0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0549.degrees latitude (g = 980.6199 gals.).
 OT0549
 OT0549.The modeled gravity was interpolated from observed gravity values.
 OT0549
 OT0549;                    North         East    Units  Estimated Accuracy
 OT0549;SPC SD S     -   182,669.2     339,902.1     MT  (+/- 3 meters HH1 GPS) 
 OT0549
 OT0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1449365304(NAD 83)
 OT0549
 OT0549                          SUPERSEDED SURVEY CONTROL
 OT0549
 OT0549  NGVD 29 (??/??/92) 1517.533  (m)         4978.77   (f) ADJ UNCH    2 0
 OT0549
 OT0549.Superseded values are not recommended for survey control.
 OT0549
 OT0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0549.See file dsdata.pdf to determine how the superseded data were derived.
 OT0549
 OT0549_MARKER: P = PIPE CAP
 OT0549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0549_STAMPING: 4976 DW
 OT0549_MARK LOGO: USGS
 OT0549_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0549+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 OT0549
 OT0549  HISTORY     - Date     Condition        Report By
 OT0549  HISTORY     - 1900     MONUMENTED       USGS
 OT0549  HISTORY     - 1934     GOOD             CGS
 OT0549  HISTORY     - 20071023 GOOD             GEOCAC
 OT0549  HISTORY     - 20090906 GOOD             GEOCAC
 OT0549  HISTORY     - 20160915 GOOD             USPSQD
 OT0549
 OT0549                          STATION DESCRIPTION
 OT0549
 OT0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0549'AT HILL CITY.
 OT0549'AT HILL CITY, PENNINGTON COUNTY, ABOUT 120 FEET SOUTH OF THE SOUTH
 OT0549'END OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 36
 OT0549'FEET WEST OF THE WEST RAIL, 1.5 FEET NORTH OF A FENCE, AND IN THE
 OT0549'SOUTH END OF THE SMALL RAILROAD PARK.  A UNITED STATES GEOLOGICAL
 OT0549'SURVEY STANDARD CAP, STAMPED DW 4976 AND RIVETED ON THE TOP OF
 OT0549'A 3 1/2-INCH IRON PIPE.
 OT0549
 OT0549                          STATION RECOVERY (2007)
 OT0549
 OT0549'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0549'AT HILL CITY, ON THE GROUNDS OF THE TOURIST TRAIN, IN A GRASSY AREA
 OT0549'SOUTH OF THE MAIN BUILDING. THE PIPE PROJECTS ABOUT 8 INCHES ABOVE THE
 OT0549'GROUND.
 OT0549
 OT0549                          STATION RECOVERY (2009)
 OT0549
 OT0549'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OT0549'RECOVERED IN GOOD CONDITION.
 OT0549
 OT0549                          STATION RECOVERY (2016)
 OT0549
 OT0549'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1145 ***********************************************************************
 OR1145  DESIGNATION -  5
 OR1145  PID         -  OR1145
 OR1145  STATE/COUNTY-  SD/GREGORY
 OR1145  COUNTRY     -  US
 OR1145  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1145
 OR1145                         *CURRENT SURVEY CONTROL
 OR1145  ______________________________________________________________________
 OR1145* NAD 83(1986) POSITION- 43 02 37.     (N) 098 34 22.     (W)   SCALED
 OR1145* NAVD 88 ORTHO HEIGHT -   426.096 (meters)     1397.95  (feet) ADJUSTED
 OR1145  ______________________________________________________________________
 OR1145  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 OR1145  DYNAMIC HEIGHT  -        425.951 (meters)     1397.47  (feet) COMP
 OR1145  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OR1145
 OR1145  VERT ORDER      -  FIRST     CLASS II
 OR1145
 OR1145.The horizontal coordinates were scaled from a map and have
 OR1145.an estimated accuracy of +/- 6 seconds.
 OR1145
 OR1145.The orthometric height was determined by differential leveling and
 OR1145.adjusted by the NATIONAL GEODETIC SURVEY
 OR1145.in June 1994.
 OR1145
 OR1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1145.GEOID18 height accuracy estimate available here.
 OR1145
 OR1145.Click photographs - Photos may exist for this station.
 OR1145
 OR1145.The dynamic height is computed by dividing the NAVD 88
 OR1145.geopotential number by the normal gravity value computed on the
 OR1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1145.degrees latitude (g = 980.6199 gals.).
 OR1145
 OR1145.The modeled gravity was interpolated from observed gravity values.
 OR1145
 OR1145;                    North         East    Units  Estimated Accuracy
 OR1145;SPC SD S     -    80,430.      743,440.      MT  (+/- 180 meters Scaled)
 OR1145
 OR1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN347657(NAD 83)
 OR1145
 OR1145                          SUPERSEDED SURVEY CONTROL
 OR1145
 OR1145.No superseded survey control is available for this station.
 OR1145
 OR1145_MARKER: P = PIPE CAP
 OR1145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR1145_MARK LOGO: NONE
 OR1145_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1145_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1145+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR1145_ROD/PIPE-DEPTH: 24.4 meters
 OR1145
 OR1145  HISTORY     - Date     Condition        Report By
 OR1145  HISTORY     - UNK      MONUMENTED       USACE
 OR1145  HISTORY     - 19930929 GOOD             NGS
 OR1145  HISTORY     - 20130125 GOOD             INDIV
 OR1145
 OR1145                          STATION DESCRIPTION
 OR1145
 OR1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1145'5.0 KM (3.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1145'STATE HIGHWAY 46 IN PICKSTOWN, 72.4 M (237.5 FT) SOUTHEAST OF THE
 OR1145'HIGHWAY CENTERLINE, 22.0 M (72.2 FT) SOUTH OF THE CENTER OF A PAVED
 OR1145'ROAD LEADING TO THE FORT RANDALL HISTORIC CHAPEL, 2.0 M (6.6 FT)
 OR1145'BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHEAST OF A
 OR1145'WITNESS POST.  NOTE--THE DATUM POINT IS A WELDED BEAD ON TOP OF AN
 OR1145'UNSTAMPED METAL PIPE CAP THAT IS ATTACHED TO A 2-1/2 IN GALVANIZED
 OR1145'STEEL PIPE ENCASED IN A 5-INCH PVC PIPE.  THE PIPE IS CEMENTED IN
 OR1145'BEDROCK.  ACCESS TO THE DATUM POINT IS THROUGH A 9 BY 9-INCH METAL
 OR1145'LOCKED COVER.
 OR1145
 OR1145                          STATION RECOVERY (2013)
 OR1145
 OR1145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0495 ***********************************************************************
 PU0495  DESIGNATION -  5 DFC
 PU0495  PID         -  PU0495
 PU0495  STATE/COUNTY-  SD/PENNINGTON
 PU0495  COUNTRY     -  US
 PU0495  USGS QUAD   -  WASTA SE (2017)
 PU0495
 PU0495                         *CURRENT SURVEY CONTROL
 PU0495  ______________________________________________________________________
 PU0495* NAD 83(1986) POSITION- 44 06 37.72   (N) 102 17 17.98   (W)   HD_HELD1
 PU0495* NAVD 88 ORTHO HEIGHT -   851.401 (meters)     2793.30  (feet) ADJUSTED
 PU0495  ______________________________________________________________________
 PU0495  GEOID HEIGHT    -        -18.916 (meters)                     GEOID18
 PU0495  DYNAMIC HEIGHT  -        851.157 (meters)     2792.50  (feet) COMP
 PU0495  MODELED GRAVITY -    980,301.8   (mgal)                       NAVD 88
 PU0495
 PU0495  VERT ORDER      -  SECOND    CLASS 0
 PU0495
 PU0495.The horizontal coordinates were determined by differentially corrected
 PU0495.hand held GPS observations or other comparable positioning techniques
 PU0495.and have an estimated accuracy of +/- 3 meters.
 PU0495
 PU0495.The orthometric height was determined by differential leveling and
 PU0495.adjusted by the NATIONAL GEODETIC SURVEY
 PU0495.in June 1991.
 PU0495
 PU0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0495.GEOID18 height accuracy estimate available here.
 PU0495
 PU0495.Click photographs - Photos may exist for this station.
 PU0495
 PU0495.The dynamic height is computed by dividing the NAVD 88
 PU0495.geopotential number by the normal gravity value computed on the
 PU0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0495.degrees latitude (g = 980.6199 gals.).
 PU0495
 PU0495.The modeled gravity was interpolated from observed gravity values.
 PU0495
 PU0495;                    North         East    Units  Estimated Accuracy
 PU0495;SPC SD S     -   199,271.5     443,511.8     MT  (+/- 3 meters HH1 GPS) 
 PU0495
 PU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1700487719(NAD 83)
 PU0495
 PU0495                          SUPERSEDED SURVEY CONTROL
 PU0495
 PU0495  NGVD 29 (??/??/92)  850.950  (m)         2791.83   (f) ADJ UNCH    2 0
 PU0495
 PU0495.Superseded values are not recommended for survey control.
 PU0495
 PU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0495.See file dsdata.pdf to determine how the superseded data were derived.
 PU0495
 PU0495_MARKER: DD = SURVEY DISK
 PU0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0495_STAMPING: 5 DFC TT 1950
 PU0495_MARK LOGO: USGS
 PU0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0495+STABILITY: SURFACE MOTION
 PU0495
 PU0495  HISTORY     - Date     Condition        Report By
 PU0495  HISTORY     - 1950     MONUMENTED       USGS
 PU0495  HISTORY     - 1962     GOOD             CGS
 PU0495
 PU0495                          STATION DESCRIPTION
 PU0495
 PU0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0495'11.5 MI NW FROM WALL.
 PU0495'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0495'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0495'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 PU0495'2.0 MILES WEST ALONG A TRACK ROAD TO A NORTH-SOUTH GRAVELED
 PU0495'ROAD, THENCE 1.0 MILES NORTH ALONG A GRAVELED ROAD, 71 YARDS
 PU0495'NORTHWEST OF THE NORTHWEST CORNER OF THE CEDAR BUTTE SCHOOLHOUSE,
 PU0495'IN SECTION 22, T 2 N, R 15 E, 52 FEET NORTHWEST OF THE CENTER
 PU0495'LINE OF A ROAD JUNCTION, 56 1/2 FEET NORTH OF A POWER POLE, 36
 PU0495'FEET WEST OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF THE
 PU0495'CENTER OF A GATE, 4 1/2 FEET WEST SOUTHWEST OF A FENCE CORNER,
 PU0495'2 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A
 PU0495'METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PU0495'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0829 ***********************************************************************
 OT0829  DESIGNATION -  5 DHW
 OT0829  PID         -  OT0829
 OT0829  STATE/COUNTY-  SD/FALL RIVER
 OT0829  COUNTRY     -  US
 OT0829  USGS QUAD   -  CROWE DAM (2017)
 OT0829
 OT0829                         *CURRENT SURVEY CONTROL
 OT0829  ______________________________________________________________________
 OT0829* NAD 83(1986) POSITION- 43 01 43.     (N) 103 49 41.     (W)   SCALED
 OT0829* NAVD 88 ORTHO HEIGHT -  1171.742 (meters)     3844.29  (feet) ADJUSTED
 OT0829  ______________________________________________________________________
 OT0829  GEOID HEIGHT    -        -15.599 (meters)                     GEOID18
 OT0829  DYNAMIC HEIGHT  -       1171.197 (meters)     3842.50  (feet) COMP
 OT0829  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 OT0829
 OT0829  VERT ORDER      -  THIRD
 OT0829
 OT0829.The horizontal coordinates were scaled from a map and have
 OT0829.an estimated accuracy of +/- 6 seconds.
 OT0829
 OT0829.The orthometric height was determined by differential leveling and
 OT0829.adjusted by the NATIONAL GEODETIC SURVEY
 OT0829.in June 1991.
 OT0829
 OT0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0829.GEOID18 height accuracy estimate available here.
 OT0829
 OT0829.Click photographs - Photos may exist for this station.
 OT0829
 OT0829.The dynamic height is computed by dividing the NAVD 88
 OT0829.geopotential number by the normal gravity value computed on the
 OT0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0829.degrees latitude (g = 980.6199 gals.).
 OT0829
 OT0829.The modeled gravity was interpolated from observed gravity values.
 OT0829
 OT0829;                    North         East    Units  Estimated Accuracy
 OT0829;SPC SD S     -    83,230.      315,270.      MT  (+/- 180 meters Scaled)
 OT0829
 OT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH954646(NAD 83)
 OT0829
 OT0829                          SUPERSEDED SURVEY CONTROL
 OT0829
 OT0829.No superseded survey control is available for this station.
 OT0829
 OT0829_MARKER: DB = BENCH MARK DISK
 OT0829_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0829+WITH SETTING: INFORMATION.
 OT0829_STAMPING: 5 DHW 1974
 OT0829_MARK LOGO: USGS
 OT0829_PROJECTION: FLUSH
 OT0829_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0829+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0829
 OT0829  HISTORY     - Date     Condition        Report By
 OT0829  HISTORY     - 1974     MONUMENTED       USGS
 OT0829
 OT0829                          STATION DESCRIPTION
 OT0829
 OT0829'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0829'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 9.2 MILES WEST
 OT0829'ALONG GRADED ROAD TO THE TOP OF A HILL, AT A T-ROAD SOUTH, NEAR 1/4
 OT0829'CORNER OF SECTIONS 1-12/TOWNSHIP 12 SOUTH/RANGE 2 EAST, 106 FEET
 OT0829'SOUTH AND 67 FEET WEST OF A T-INTERSECTION AT THE TOP OF THE RIDGE,
 OT0829'ABOUT 50 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, SET IN COPPER-CLAD
 OT0829'STEEL ROD DRIVEN 5 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0835 ***********************************************************************
 PU0835  DESIGNATION -  5 PCL RESET
 PU0835  PID         -  PU0835
 PU0835  STATE/COUNTY-  SD/MEADE
 PU0835  COUNTRY     -  US
 PU0835  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0835
 PU0835                         *CURRENT SURVEY CONTROL
 PU0835  ______________________________________________________________________
 PU0835* NAD 83(1986) POSITION- 44 44 54.     (N) 102 53 20.     (W)   SCALED
 PU0835* NAVD 88 ORTHO HEIGHT -   853.711 (meters)     2800.88  (feet) ADJUSTED
 PU0835  ______________________________________________________________________
 PU0835  GEOID HEIGHT    -        -17.497 (meters)                     GEOID18
 PU0835  DYNAMIC HEIGHT  -        853.507 (meters)     2800.21  (feet) COMP
 PU0835  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 PU0835
 PU0835  VERT ORDER      -  SECOND    CLASS 0
 PU0835
 PU0835.The horizontal coordinates were scaled from a map and have
 PU0835.an estimated accuracy of +/- 6 seconds.
 PU0835
 PU0835.The orthometric height was determined by differential leveling and
 PU0835.adjusted by the NATIONAL GEODETIC SURVEY
 PU0835.in June 1991.
 PU0835
 PU0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0835.GEOID18 height accuracy estimate available here.
 PU0835
 PU0835.Click photographs - Photos may exist for this station.
 PU0835
 PU0835.The dynamic height is computed by dividing the NAVD 88
 PU0835.geopotential number by the normal gravity value computed on the
 PU0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0835.degrees latitude (g = 980.6199 gals.).
 PU0835
 PU0835.The modeled gravity was interpolated from observed gravity values.
 PU0835
 PU0835;                    North         East    Units  Estimated Accuracy
 PU0835;SPC SD N     -   105,760.      371,290.      MT  (+/- 180 meters Scaled)
 PU0835
 PU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK671571(NAD 83)
 PU0835
 PU0835                          SUPERSEDED SURVEY CONTROL
 PU0835
 PU0835  NGVD 29 (??/??/92)  853.24   (m)         2799.3    (f) COMPUTED    2 0
 PU0835
 PU0835.Superseded values are not recommended for survey control.
 PU0835
 PU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0835.See file dsdata.pdf to determine how the superseded data were derived.
 PU0835
 PU0835_MARKER: DB = BENCH MARK DISK
 PU0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0835_STAMPING: RESET 2800 5 PCL ET 1958
 PU0835_MARK LOGO: USGS
 PU0835_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0835+STABILITY: SURFACE MOTION
 PU0835
 PU0835  HISTORY     - Date     Condition        Report By
 PU0835  HISTORY     - 1958     MONUMENTED       USGS
 PU0835  HISTORY     - 1962     GOOD             CGS
 PU0835
 PU0835                          STATION DESCRIPTION
 PU0835
 PU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0835'4.7 MI W FROM FAIRPOINT.
 PU0835'4.7 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0835'0.05 MILE WEST OF THE JUNCTION OF A DIRT ROAD NORTH, 70 FEET
 PU0835'SOUTH OF THE CENTER LINE OF THE ROAD, 17.4 FEET SOUTH OF A
 PU0835'FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 PU0835'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0835'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7882 ***********************************************************************
 AC7882  CBN         -  This is a Cooperative Base Network Control Station.
 AC7882  DESIGNATION -  50 220.27
 AC7882  PID         -  AC7882
 AC7882  STATE/COUNTY-  SD/BUFFALO
 AC7882  COUNTRY     -  US
 AC7882  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 AC7882
 AC7882                         *CURRENT SURVEY CONTROL
 AC7882  ______________________________________________________________________
 AC7882* NAD 83(2011) POSITION- 43 57 39.50699(N) 099 18 23.36368(W)   ADJUSTED
 AC7882* NAD 83(2011) ELLIP HT-   470.792 (meters)        (06/27/12)   ADJUSTED
 AC7882* NAD 83(2011) EPOCH   -  2010.00
 AC7882* NAVD 88 ORTHO HEIGHT -   496.0   (meters)     1627.    (feet) GPS OBS
 AC7882  ______________________________________________________________________
 AC7882  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7882  GEOID HEIGHT    -        -25.142 (meters)                     GEOID96
 AC7882  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 AC7882  NAD 83(2011) X  -   -743,701.974 (meters)                     COMP
 AC7882  NAD 83(2011) Y  - -4,538,293.888 (meters)                     COMP
 AC7882  NAD 83(2011) Z  -  4,405,298.170 (meters)                     COMP
 AC7882  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 AC7882
 AC7882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7882  Standards:
 AC7882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7882  -------------------------------------------------------------------
 AC7882  NETWORK    1.00   3.10           0.47   0.31   1.58     -0.07955927
 AC7882  -------------------------------------------------------------------
 AC7882  Click here for local accuracies and other accuracy information.
 AC7882
 AC7882.The horizontal coordinates were established by GPS observations
 AC7882.and adjusted by the National Geodetic Survey in June 2012.
 AC7882
 AC7882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7882.been affixed to the stable North American tectonic plate. See 
 AC7882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7882
 AC7882.The horizontal coordinates are valid at the epoch date displayed above
 AC7882.which is a decimal equivalence of Year/Month/Day.
 AC7882
 AC7882.The orthometric height was determined by GPS observations and a
 AC7882.high-resolution geoid model.
 AC7882
 AC7882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7882.GEOID18 height accuracy estimate available here.
 AC7882
 AC7882.Click photographs - Photos may exist for this station.
 AC7882
 AC7882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7882
 AC7882.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7882
 AC7882.The ellipsoidal height was determined by GPS observations
 AC7882.and is referenced to NAD 83.
 AC7882
 AC7882. The following values were computed from the NAD 83(2011) position.
 AC7882
 AC7882;                    North         East     Units Scale Factor Converg.
 AC7882;SPC SD S     -   181,328.407   682,404.863   MT  0.99992472   +0 42 30.1
 AC7882;SPC SD S     -   594,908.28  2,238,856.62   sFT  0.99992472   +0 42 30.1
 AC7882;UTM  14      - 4,867,583.994   475,411.339   MT  0.99960744   -0 12 45.9
 AC7882
 AC7882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7882!SPC SD S     -   0.99992618  x   0.99992472  =   0.99985091
 AC7882!UTM  14      -   0.99992618  x   0.99960744  =   0.99953365
 AC7882
 AC7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7541167583(NAD 83)
 AC7882
 AC7882                          SUPERSEDED SURVEY CONTROL
 AC7882
 AC7882  NAD 83(2007)-  43 57 39.50743(N)    099 18 23.36449(W) AD(2002.00) 0
 AC7882  ELLIP H (02/10/07)  470.830  (m)                       GP(2002.00)    
 AC7882  ELLIP H (04/15/04)  470.823  (m)                       GP(       ) 2 1
 AC7882  NAD 83(1996)-  43 57 39.50649(N)    099 18 23.36405(W) AD(       ) B
 AC7882  ELLIP H (04/18/97)  470.890  (m)                       GP(       ) 4 1
 AC7882
 AC7882.Superseded values are not recommended for survey control.
 AC7882
 AC7882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7882.See file dsdata.pdf to determine how the superseded data were derived.
 AC7882
 AC7882_MARKER: Z = SEE DESCRIPTION
 AC7882_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7882_STAMPING: 50-220.27 1995
 AC7882_MARK LOGO: NGS
 AC7882_PROJECTION: PROJECTING 6 CENTIMETERS
 AC7882_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7882+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7882_ROD/PIPE-DEPTH: 12.8 meters
 AC7882_SLEEVE-DEPTH  : 1.8 meters
 AC7882
 AC7882  HISTORY     - Date     Condition        Report By
 AC7882  HISTORY     - 1995     MONUMENTED       SDDT
 AC7882  HISTORY     - 19960807 GOOD             NGS
 AC7882  HISTORY     - 20121228 GOOD             INDIV
 AC7882  HISTORY     - 20130116 GOOD             INDIV
 AC7882
 AC7882                          STATION DESCRIPTION
 AC7882
 AC7882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7882'THE STATION IS LOCATED ABOUT 18.4 KM (11.45 MI) NORTH OF CHAMBERLAIN,
 AC7882'16.1 KM (10.00 MI) SOUTHEAST OF FORT THOMPSON, AND 13.8 KM (8.55 MI)
 AC7882'SOUTH OF LEES CORNER, ON STATE HIGHWAY 50.  OWNERSHIP--THE STATE OF
 AC7882'SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC7882'HIGHWAYS 34 AND 50 AT LEES CORNER, GO SOUTH ON STATE HIGHWAY 50 FOR
 AC7882'11.8 KM (7.35 MI) TO THE 2ND BRIDGE SPANNING CROW CREEK, CONTINUE
 AC7882'SOUTH ON STATE HIGHWAY 50 FOR 2.0 KM (1.25 MI) TO THE STATION ON THE
 AC7882'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7882'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7882'PIPE.  LOCATED 3.1 KM (1.90 MI) NORTH OF THE BRULLE/BUFFALO COUNTY
 AC7882'LINE, 29.9 M (98.1 FT) WEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 AC7882'EAST OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) WEST OF A METAL GUARD
 AC7882'POST, AND THE STATION IS 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC7882'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7882'AND THEN A 4-INCH PVC CAP.
 AC7882
 AC7882                          STATION RECOVERY (2012)
 AC7882
 AC7882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7882'RECOVERED IN GOOD CONDITION.
 AC7882
 AC7882                          STATION RECOVERY (2013)
 AC7882
 AC7882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7928 ***********************************************************************
 AC7928  CBN         -  This is a Cooperative Base Network Control Station.
 AC7928  DESIGNATION -  50 253.72
 AC7928  PID         -  AC7928
 AC7928  STATE/COUNTY-  SD/BRULE
 AC7928  COUNTRY     -  US
 AC7928  USGS QUAD   -  BIJOU HILLS (2017)
 AC7928
 AC7928                         *CURRENT SURVEY CONTROL
 AC7928  ______________________________________________________________________
 AC7928* NAD 83(2011) POSITION- 43 34 45.07226(N) 099 10 13.82928(W)   ADJUSTED
 AC7928* NAD 83(2011) ELLIP HT-   505.833 (meters)        (06/27/12)   ADJUSTED
 AC7928* NAD 83(2011) EPOCH   -  2010.00
 AC7928* NAVD 88 ORTHO HEIGHT -   531.9   (meters)     1745.    (feet) GPS OBS
 AC7928  ______________________________________________________________________
 AC7928  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7928  GEOID HEIGHT    -        -26.029 (meters)                     GEOID96
 AC7928  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 AC7928  NAD 83(2011) X  -   -737,610.112 (meters)                     COMP
 AC7928  NAD 83(2011) Y  - -4,569,042.642 (meters)                     COMP
 AC7928  NAD 83(2011) Z  -  4,374,688.052 (meters)                     COMP
 AC7928  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 AC7928
 AC7928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7928  Standards:
 AC7928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7928  -------------------------------------------------------------------
 AC7928  NETWORK    0.92   2.78           0.43   0.29   1.42     -0.07954408
 AC7928  -------------------------------------------------------------------
 AC7928  Click here for local accuracies and other accuracy information.
 AC7928
 AC7928.The horizontal coordinates were established by GPS observations
 AC7928.and adjusted by the National Geodetic Survey in June 2012.
 AC7928
 AC7928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7928.been affixed to the stable North American tectonic plate. See 
 AC7928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7928
 AC7928.The horizontal coordinates are valid at the epoch date displayed above
 AC7928.which is a decimal equivalence of Year/Month/Day.
 AC7928
 AC7928.The orthometric height was determined by GPS observations and a
 AC7928.high-resolution geoid model.
 AC7928
 AC7928.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7928.GEOID18 height accuracy estimate available here.
 AC7928
 AC7928.Click photographs - Photos may exist for this station.
 AC7928
 AC7928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7928
 AC7928.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7928
 AC7928.The ellipsoidal height was determined by GPS observations
 AC7928.and is referenced to NAD 83.
 AC7928
 AC7928. The following values were computed from the NAD 83(2011) position.
 AC7928
 AC7928;                    North         East     Units Scale Factor Converg.
 AC7928;SPC SD S     -   139,060.594   693,910.648   MT  0.99990710   +0 48 07.8
 AC7928;SPC SD S     -   456,234.63  2,276,605.18   sFT  0.99990710   +0 48 07.8
 AC7928;UTM  14      - 4,825,149.887   486,233.412   MT  0.99960233   -0 07 03.1
 AC7928
 AC7928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7928!SPC SD S     -   0.99992069  x   0.99990710  =   0.99982779
 AC7928!UTM  14      -   0.99992069  x   0.99960233  =   0.99952305
 AC7928
 AC7928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8623325149(NAD 83)
 AC7928
 AC7928                          SUPERSEDED SURVEY CONTROL
 AC7928
 AC7928  NAD 83(2007)-  43 34 45.07230(N)    099 10 13.83011(W) AD(2002.00) 0
 AC7928  ELLIP H (02/10/07)  505.865  (m)                       GP(2002.00)    
 AC7928  ELLIP H (04/15/04)  505.847  (m)                       GP(       ) 2 1
 AC7928  NAD 83(1996)-  43 34 45.07191(N)    099 10 13.83000(W) AD(       ) B
 AC7928  ELLIP H (04/18/97)  505.892  (m)                       GP(       ) 4 1
 AC7928
 AC7928.Superseded values are not recommended for survey control.
 AC7928
 AC7928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7928.See file dsdata.pdf to determine how the superseded data were derived.
 AC7928
 AC7928_MARKER: Z = SEE DESCRIPTION
 AC7928_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7928_STAMPING: 50-253.72
 AC7928_MARK LOGO: NGS
 AC7928_PROJECTION: FLUSH
 AC7928_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7928+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 AC7928_ROD/PIPE-DEPTH: 6.4 meters
 AC7928_SLEEVE-DEPTH  : 1.8 meters
 AC7928
 AC7928  HISTORY     - Date     Condition        Report By
 AC7928  HISTORY     - 1995     MONUMENTED       SDDT
 AC7928  HISTORY     - 19960926 GOOD             NGS
 AC7928  HISTORY     - 20120522 GOOD             INDIV
 AC7928
 AC7928                          STATION DESCRIPTION
 AC7928
 AC7928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7928'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTH OF INTERSTATE
 AC7928'HIGHWAY 90 EXIT 272 AND 5.5 MI (8.9 KM) NORTH OF BRULE/CHARLES MIX
 AC7928'COUNTY LINE, ON STATE HIGHWAY 50.  OWNERSHIP--THE STATE OF SOUTH
 AC7928'DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN PUCKWANA, GO
 AC7928'SOUTH ON MAIN STREET FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF COUNTY
 AC7928'ROAD 122, TURN RIGHT AND GO WEST ON COUNTY ROAD 122 FOR 0.01 MI (0.02
 AC7928'KM) TO THE JUNCTION OF HIGH STREET, TURN LEFT AND GO SOUTH ON HIGH
 AC7928'STREET FOR 0.01 MI (0.02 KM) TO THE JUNCTION OF STATE HIGHWAY 50, TURN
 AC7928'LEFT AND GO SOUTH ON STATE HIGHWAY 50 FOR 13.4 MI (21.6 KM) TO THE
 AC7928'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7928'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7928'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 71.3 FT (21.7 M) EAST OF THE
 AC7928'HIGHWAY CENTER, 24.6 FT (7.5 M) NORTH OF THE CENTER OF A FIELD
 AC7928'ENTRANCE ROAD, 20.7 FT (6.3 M) EAST OF THE NORTHEAST CORNER OF A
 AC7928'CULVERT UNDER THE ROAD, 3.3 FT (1.0 M) WEST OF A FENCE, 1.6 FT (0.5 M)
 AC7928'WEST OF A WITNESS POST, AND 1.5 FT (0.5 M) EAST OF A METAL GUARD POST.
 AC7928'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7928'A 4-INCH PVC CAP.
 AC7928
 AC7928                          STATION RECOVERY (2012)
 AC7928
 AC7928'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7861 ***********************************************************************
 AC7861  CBN         -  This is a Cooperative Base Network Control Station.
 AC7861  DESIGNATION -  50 310.33
 AC7861  PID         -  AC7861
 AC7861  STATE/COUNTY-  SD/CHARLES MIX
 AC7861  COUNTRY     -  US
 AC7861  USGS QUAD   -  LAKE ANDES (2017)
 AC7861
 AC7861                         *CURRENT SURVEY CONTROL
 AC7861  ______________________________________________________________________
 AC7861* NAD 83(2011) POSITION- 43 10 12.53006(N) 098 36 18.40977(W)   ADJUSTED
 AC7861* NAD 83(2011) ELLIP HT-   487.073 (meters)        (06/27/12)   ADJUSTED
 AC7861* NAD 83(2011) EPOCH   -  2010.00
 AC7861* NAVD 88 ORTHO HEIGHT -   513.4   (meters)     1684.    (feet) GPS OBS
 AC7861  ______________________________________________________________________
 AC7861  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7861  GEOID HEIGHT    -        -26.310 (meters)                     GEOID96
 AC7861  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 AC7861  NAD 83(2011) X  -   -697,155.662 (meters)                     COMP
 AC7861  NAD 83(2011) Y  - -4,606,945.943 (meters)                     COMP
 AC7861  NAD 83(2011) Z  -  4,341,640.180 (meters)                     COMP
 AC7861  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 AC7861
 AC7861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7861  Standards:
 AC7861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7861  -------------------------------------------------------------------
 AC7861  NETWORK    0.88   2.70           0.41   0.28   1.38     -0.05746535
 AC7861  -------------------------------------------------------------------
 AC7861  Click here for local accuracies and other accuracy information.
 AC7861
 AC7861.The horizontal coordinates were established by GPS observations
 AC7861.and adjusted by the National Geodetic Survey in June 2012.
 AC7861
 AC7861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7861.been affixed to the stable North American tectonic plate. See 
 AC7861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7861
 AC7861.The horizontal coordinates are valid at the epoch date displayed above
 AC7861.which is a decimal equivalence of Year/Month/Day.
 AC7861
 AC7861.The orthometric height was determined by GPS observations and a
 AC7861.high-resolution geoid model.
 AC7861
 AC7861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7861.GEOID18 height accuracy estimate available here.
 AC7861
 AC7861.Click photographs - Photos may exist for this station.
 AC7861
 AC7861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7861
 AC7861.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7861
 AC7861.The ellipsoidal height was determined by GPS observations
 AC7861.and is referenced to NAD 83.
 AC7861
 AC7861. The following values were computed from the NAD 83(2011) position.
 AC7861
 AC7861;                    North         East     Units Scale Factor Converg.
 AC7861;SPC SD S     -    94,424.551   740,512.274   MT  0.99993729   +1 11 32.0
 AC7861;SPC SD S     -   309,791.21  2,429,497.35   sFT  0.99993729   +1 11 32.0
 AC7861;UTM  14      - 4,779,785.315   532,097.584   MT  0.99961267   +0 16 12.6
 AC7861
 AC7861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7861!SPC SD S     -   0.99992362  x   0.99993729  =   0.99986092
 AC7861!UTM  14      -   0.99992362  x   0.99961267  =   0.99953632
 AC7861
 AC7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3209779785(NAD 83)
 AC7861
 AC7861                          SUPERSEDED SURVEY CONTROL
 AC7861
 AC7861  NAD 83(2007)-  43 10 12.53006(N)    098 36 18.41060(W) AD(2002.00) 0
 AC7861  ELLIP H (02/10/07)  487.101  (m)                       GP(2002.00)    
 AC7861  ELLIP H (04/15/04)  487.083  (m)                       GP(       ) 2 1
 AC7861  NAD 83(1996)-  43 10 12.52986(N)    098 36 18.41040(W) AD(       ) B
 AC7861  ELLIP H (04/18/97)  487.127  (m)                       GP(       ) 4 1
 AC7861
 AC7861.Superseded values are not recommended for survey control.
 AC7861
 AC7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7861.See file dsdata.pdf to determine how the superseded data were derived.
 AC7861
 AC7861_MARKER: Z = SEE DESCRIPTION
 AC7861_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7861_STAMPING: 50-310.33 1995
 AC7861_MARK LOGO: NGS
 AC7861_PROJECTION: FLUSH
 AC7861_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7861+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 AC7861_ROD/PIPE-DEPTH: 6.4 meters
 AC7861_SLEEVE-DEPTH  : 1.8 meters
 AC7861
 AC7861  HISTORY     - Date     Condition        Report By
 AC7861  HISTORY     - 1995     MONUMENTED       SDDT
 AC7861  HISTORY     - 19960924 GOOD             NGS
 AC7861  HISTORY     - 20121210 GOOD             INDIV
 AC7861
 AC7861                          STATION DESCRIPTION
 AC7861
 AC7861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7861'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF LAKE ANDES, ON
 AC7861'SOUTH DAKOTA HIGHWAY 50.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AC7861'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND 18 AND
 AC7861'STATE HIGHWAY 50 ON THE SOUTH SIDE OF LAKE ANDES, GO NORTH ON STATE
 AC7861'HIGHWAY 50 FOR 0.35 MI (0.56 KM) TO A T-JUNCTION, TURN LEFT AND GO
 AC7861'WEST ON STATE HIGHWAY 50 FOR 3.55 MI (5.71 KM) TO THE JUNCTION OF A
 AC7861'GRAVELED ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 AC7861'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7861'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 82.3 FT (25.1
 AC7861'M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 32.6 FT (9.9 M) NORTH OF A
 AC7861'FENCE CORNER, 27.0 FT (8.2 M) EAST OF THE CENTER OF THE GRAVELED ROAD,
 AC7861'2.7 FT (0.8 M) WEST OF A FENCE, 1.3 FT (0.4 M) SOUTH OF A WITNESS
 AC7861'POST, AND 1.1 FT (0.3 M) EAST OF A METAL GUARD POST. NOTE--ACCESS TO
 AC7861'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7861'CAP.
 AC7861
 AC7861                          STATION RECOVERY (2012)
 AC7861
 AC7861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1114 ***********************************************************************
 OR1114  DESIGNATION -  50 339.95
 OR1114  PID         -  OR1114
 OR1114  STATE/COUNTY-  SD/CHARLES MIX
 OR1114  COUNTRY     -  US
 OR1114  USGS QUAD   -  DANTE (2017)
 OR1114
 OR1114                         *CURRENT SURVEY CONTROL
 OR1114  ______________________________________________________________________
 OR1114* NAD 83(1986) POSITION- 43 03 11.     (N) 098 07 37.     (W)   SCALED
 OR1114* NAVD 88 ORTHO HEIGHT -   499.874 (meters)     1640.00  (feet) ADJUSTED
 OR1114  ______________________________________________________________________
 OR1114  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 OR1114  DYNAMIC HEIGHT  -        499.705 (meters)     1639.45  (feet) COMP
 OR1114  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 OR1114
 OR1114  VERT ORDER      -  FIRST     CLASS II
 OR1114
 OR1114.The horizontal coordinates were scaled from a map and have
 OR1114.an estimated accuracy of +/- 6 seconds.
 OR1114
 OR1114.The orthometric height was determined by differential leveling and
 OR1114.adjusted by the NATIONAL GEODETIC SURVEY
 OR1114.in June 1994.
 OR1114
 OR1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1114.GEOID18 height accuracy estimate available here.
 OR1114
 OR1114.Click photographs - Photos may exist for this station.
 OR1114
 OR1114.The dynamic height is computed by dividing the NAVD 88
 OR1114.geopotential number by the normal gravity value computed on the
 OR1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1114.degrees latitude (g = 980.6199 gals.).
 OR1114
 OR1114.The modeled gravity was interpolated from observed gravity values.
 OR1114
 OR1114;                    North         East    Units  Estimated Accuracy
 OR1114;SPC SD S     -    82,340.      779,730.      MT  (+/- 180 meters Scaled)
 OR1114
 OR1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN711670(NAD 83)
 OR1114
 OR1114                          SUPERSEDED SURVEY CONTROL
 OR1114
 OR1114.No superseded survey control is available for this station.
 OR1114
 OR1114_MARKER: DB = BENCH MARK DISK
 OR1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1114_STAMPING: 50-339.95 1993
 OR1114_MARK LOGO: SDDT
 OR1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1114+STABILITY: SURFACE MOTION
 OR1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1114+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1114
 OR1114  HISTORY     - Date     Condition        Report By
 OR1114  HISTORY     - 1993     MONUMENTED       SDDT
 OR1114  HISTORY     - 19930919 GOOD             NGS
 OR1114  HISTORY     - 20120324 GOOD             INDIV
 OR1114
 OR1114                          STATION DESCRIPTION
 OR1114
 OR1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1114'16.9 KM (10.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1114'OF MAIN AVENUE IN WAGNER, 88.0 M (288.7 FT) EAST OF MILEPOST 340,
 OR1114'71.5 M (234.6 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 29.9 M
 OR1114'(98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) SOUTH OF AN
 OR1114'UNDERGROUND CABLE JUNCTION BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OR1114'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 OR1114'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1114
 OR1114                          STATION RECOVERY (2012)
 OR1114
 OR1114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1113 ***********************************************************************
 OR1113  DESIGNATION -  50 340.95
 OR1113  PID         -  OR1113
 OR1113  STATE/COUNTY-  SD/CHARLES MIX
 OR1113  COUNTRY     -  US
 OR1113  USGS QUAD   -  DANTE (2017)
 OR1113
 OR1113                         *CURRENT SURVEY CONTROL
 OR1113  ______________________________________________________________________
 OR1113* NAD 83(1986) POSITION- 43 02 20.     (N) 098 07 37.     (W)   SCALED
 OR1113* NAVD 88 ORTHO HEIGHT -   485.903 (meters)     1594.17  (feet) ADJUSTED
 OR1113  ______________________________________________________________________
 OR1113  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 OR1113  DYNAMIC HEIGHT  -        485.740 (meters)     1593.63  (feet) COMP
 OR1113  MODELED GRAVITY -    980,268.8   (mgal)                       NAVD 88
 OR1113
 OR1113  VERT ORDER      -  FIRST     CLASS II
 OR1113
 OR1113.The horizontal coordinates were scaled from a map and have
 OR1113.an estimated accuracy of +/- 6 seconds.
 OR1113
 OR1113.The orthometric height was determined by differential leveling and
 OR1113.adjusted by the NATIONAL GEODETIC SURVEY
 OR1113.in June 1994.
 OR1113
 OR1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1113.GEOID18 height accuracy estimate available here.
 OR1113
 OR1113.Click photographs - Photos may exist for this station.
 OR1113
 OR1113.The dynamic height is computed by dividing the NAVD 88
 OR1113.geopotential number by the normal gravity value computed on the
 OR1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1113.degrees latitude (g = 980.6199 gals.).
 OR1113
 OR1113.The modeled gravity was interpolated from observed gravity values.
 OR1113
 OR1113;                    North         East    Units  Estimated Accuracy
 OR1113;SPC SD S     -    80,770.      779,770.      MT  (+/- 180 meters Scaled)
 OR1113
 OR1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN711655(NAD 83)
 OR1113
 OR1113                          SUPERSEDED SURVEY CONTROL
 OR1113
 OR1113.No superseded survey control is available for this station.
 OR1113
 OR1113_MARKER: DB = BENCH MARK DISK
 OR1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1113_STAMPING: 50-340.95 1993
 OR1113_MARK LOGO: SDDT
 OR1113_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1113+STABILITY: SURFACE MOTION
 OR1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1113+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1113
 OR1113  HISTORY     - Date     Condition        Report By
 OR1113  HISTORY     - 1993     MONUMENTED       SDDT
 OR1113  HISTORY     - 19930919 GOOD             NGS
 OR1113  HISTORY     - 20120324 GOOD             INDIV
 OR1113
 OR1113                          STATION DESCRIPTION
 OR1113
 OR1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1113'18.4 KM (11.45 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1113'OF MAIN AVENUE IN WAGNER, 58.0 M (190.3 FT) NORTHEAST OF MILEPOST
 OR1113'341, 30.2 M (99.1 FT) EAST OF THE HIGHWAY CENTERLINE, 27.5 M (90.2
 OR1113'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.5 M (8.2 FT) BELOW THE
 OR1113'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 OR1113'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OR1113'SURFACE.
 OR1113
 OR1113                          STATION RECOVERY (2012)
 OR1113
 OR1113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1111 ***********************************************************************
 OR1111  DESIGNATION -  50 342.75
 OR1111  PID         -  OR1111
 OR1111  STATE/COUNTY-  SD/CHARLES MIX
 OR1111  COUNTRY     -  US
 OR1111  USGS QUAD   -  DANTE (2017)
 OR1111
 OR1111                         *CURRENT SURVEY CONTROL
 OR1111  ______________________________________________________________________
 OR1111* NAD 83(1986) POSITION- 43 00 50.     (N) 098 07 42.     (W)   SCALED
 OR1111* NAVD 88 ORTHO HEIGHT -   464.630 (meters)     1524.37  (feet) ADJUSTED
 OR1111  ______________________________________________________________________
 OR1111  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 OR1111  DYNAMIC HEIGHT  -        464.475 (meters)     1523.87  (feet) COMP
 OR1111  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 OR1111
 OR1111  VERT ORDER      -  FIRST     CLASS II
 OR1111
 OR1111.The horizontal coordinates were scaled from a map and have
 OR1111.an estimated accuracy of +/- 6 seconds.
 OR1111
 OR1111.The orthometric height was determined by differential leveling and
 OR1111.adjusted by the NATIONAL GEODETIC SURVEY
 OR1111.in June 1994.
 OR1111
 OR1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1111.GEOID18 height accuracy estimate available here.
 OR1111
 OR1111.Click photographs - Photos may exist for this station.
 OR1111
 OR1111.The dynamic height is computed by dividing the NAVD 88
 OR1111.geopotential number by the normal gravity value computed on the
 OR1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1111.degrees latitude (g = 980.6199 gals.).
 OR1111
 OR1111.The modeled gravity was interpolated from observed gravity values.
 OR1111
 OR1111;                    North         East    Units  Estimated Accuracy
 OR1111;SPC SD S     -    77,990.      779,730.      MT  (+/- 180 meters Scaled)
 OR1111
 OR1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN710627(NAD 83)
 OR1111
 OR1111                          SUPERSEDED SURVEY CONTROL
 OR1111
 OR1111.No superseded survey control is available for this station.
 OR1111
 OR1111_MARKER: DB = BENCH MARK DISK
 OR1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1111_STAMPING: 50-342.75 1993
 OR1111_MARK LOGO: SDDT
 OR1111_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1111+STABILITY: SURFACE MOTION
 OR1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1111+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1111
 OR1111  HISTORY     - Date     Condition        Report By
 OR1111  HISTORY     - 1993     MONUMENTED       SDDT
 OR1111  HISTORY     - 19930919 GOOD             NGS
 OR1111  HISTORY     - 20120324 GOOD             INDIV
 OR1111
 OR1111                          STATION DESCRIPTION
 OR1111
 OR1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1111'21.2 KM (13.15 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1111'OF MAIN AVENUE IN WAGNER, 1.0 KM (0.60 MI) SOUTH OF MILEPOST 342,
 OR1111'32.5 M (106.6 FT) WEST OF THE HIGHWAY CENTERLINE, 31.0 M (101.7 FT)
 OR1111'SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING EAST TO A FRAME
 OR1111'HOUSE, 12.5 M (41.0 FT) SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX,
 OR1111'0.6 M (2.0 FT) EAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE
 OR1111'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 OR1111'ABOVE THE GROUND SURFACE.
 OR1111
 OR1111                          STATION RECOVERY (2012)
 OR1111
 OR1111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1110 ***********************************************************************
 OR1110  DESIGNATION -  50 343.80
 OR1110  PID         -  OR1110
 OR1110  STATE/COUNTY-  SD/BON HOMME
 OR1110  COUNTRY     -  US
 OR1110  USGS QUAD   -  AVON (2017)
 OR1110
 OR1110                         *CURRENT SURVEY CONTROL
 OR1110  ______________________________________________________________________
 OR1110* NAD 83(1986) POSITION- 43 00 35.17   (N) 098 06 35.67   (W)   HD_HELD1
 OR1110* NAVD 88 ORTHO HEIGHT -   453.564 (meters)     1488.07  (feet) ADJUSTED
 OR1110  ______________________________________________________________________
 OR1110  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 OR1110  DYNAMIC HEIGHT  -        453.412 (meters)     1487.57  (feet) COMP
 OR1110  MODELED GRAVITY -    980,271.2   (mgal)                       NAVD 88
 OR1110
 OR1110  VERT ORDER      -  FIRST     CLASS II
 OR1110
 OR1110.The horizontal coordinates were determined by differentially corrected
 OR1110.hand held GPS observations or other comparable positioning techniques
 OR1110.and have an estimated accuracy of +/- 3 meters.
 OR1110
 OR1110.The orthometric height was determined by differential leveling and
 OR1110.adjusted by the NATIONAL GEODETIC SURVEY
 OR1110.in June 1994.
 OR1110
 OR1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1110.GEOID18 height accuracy estimate available here.
 OR1110
 OR1110.Click photographs - Photos may exist for this station.
 OR1110
 OR1110.The dynamic height is computed by dividing the NAVD 88
 OR1110.geopotential number by the normal gravity value computed on the
 OR1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1110.degrees latitude (g = 980.6199 gals.).
 OR1110
 OR1110.The modeled gravity was interpolated from observed gravity values.
 OR1110
 OR1110;                    North         East    Units  Estimated Accuracy
 OR1110;SPC SD S     -    77,572.5     781,243.1     MT  (+/- 3 meters HH1 GPS) 
 OR1110
 OR1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7253862284(NAD 83)
 OR1110
 OR1110                          SUPERSEDED SURVEY CONTROL
 OR1110
 OR1110.No superseded survey control is available for this station.
 OR1110
 OR1110_MARKER: Z = SEE DESCRIPTION
 OR1110_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1110_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1110_STAMPING: 50-343.80 1993
 OR1110_MARK LOGO: NGS
 OR1110_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1110_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1110+STABILITY: POSITION/ELEVATION WELL
 OR1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1110+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1110_ROD/PIPE-DEPTH: 6.4 meters
 OR1110_SLEEVE-DEPTH  : 3.0 meters
 OR1110
 OR1110  HISTORY     - Date     Condition        Report By
 OR1110  HISTORY     - 1993     MONUMENTED       SDDT
 OR1110  HISTORY     - 19930919 GOOD             NGS
 OR1110  HISTORY     - 20120324 GOOD             INDIV
 OR1110
 OR1110                          STATION DESCRIPTION
 OR1110
 OR1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1110'20.9 KM (13.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1110'OF PEARL STREET IN TYNDALL, 427.0 M (1400.9 FT) WEST OF MILEPOST 344,
 OR1110'160.0 M (524.9 FT) EAST OF THE EAST END OF THE HIGHWAY BRIDGE
 OR1110'SPANNING DRY CHATEAU CREEK, 29.7 M (97.4 FT) SOUTH OF THE HIGHWAY
 OR1110'CENTERLINE, 5.6 M (18.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 OR1110'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 OR1110'OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) SOUTH OF A STEEL
 OR1110'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 OR1110'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE
 OR1110'ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A
 OR1110'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OR1110
 OR1110                          STATION RECOVERY (2012)
 OR1110
 OR1110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1109 ***********************************************************************
 OR1109  DESIGNATION -  50 344.80
 OR1109  PID         -  OR1109
 OR1109  STATE/COUNTY-  SD/BON HOMME
 OR1109  COUNTRY     -  US
 OR1109  USGS QUAD   -  AVON (2017)
 OR1109
 OR1109                         *CURRENT SURVEY CONTROL
 OR1109  ______________________________________________________________________
 OR1109* NAD 83(1986) POSITION- 43 00 37.09   (N) 098 05 22.43   (W)   HD_HELD1
 OR1109* NAVD 88 ORTHO HEIGHT -   458.638 (meters)     1504.71  (feet) ADJUSTED
 OR1109  ______________________________________________________________________
 OR1109  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 OR1109  DYNAMIC HEIGHT  -        458.483 (meters)     1504.21  (feet) COMP
 OR1109  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 OR1109
 OR1109  VERT ORDER      -  FIRST     CLASS II
 OR1109
 OR1109.The horizontal coordinates were determined by differentially corrected
 OR1109.hand held GPS observations or other comparable positioning techniques
 OR1109.and have an estimated accuracy of +/- 3 meters.
 OR1109
 OR1109.The orthometric height was determined by differential leveling and
 OR1109.adjusted by the NATIONAL GEODETIC SURVEY
 OR1109.in June 1994.
 OR1109
 OR1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1109.GEOID18 height accuracy estimate available here.
 OR1109
 OR1109.Click photographs - Photos may exist for this station.
 OR1109
 OR1109.The dynamic height is computed by dividing the NAVD 88
 OR1109.geopotential number by the normal gravity value computed on the
 OR1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1109.degrees latitude (g = 980.6199 gals.).
 OR1109
 OR1109.The modeled gravity was interpolated from observed gravity values.
 OR1109
 OR1109;                    North         East    Units  Estimated Accuracy
 OR1109;SPC SD S     -    77,676.4     782,899.5     MT  (+/- 3 meters HH1 GPS) 
 OR1109
 OR1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7419562361(NAD 83)
 OR1109
 OR1109                          SUPERSEDED SURVEY CONTROL
 OR1109
 OR1109.No superseded survey control is available for this station.
 OR1109
 OR1109_MARKER: DB = BENCH MARK DISK
 OR1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1109_STAMPING: 50-344.80 1993
 OR1109_MARK LOGO: SDDT
 OR1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1109+STABILITY: SURFACE MOTION
 OR1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1109+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1109
 OR1109  HISTORY     - Date     Condition        Report By
 OR1109  HISTORY     - 1993     MONUMENTED       SDDT
 OR1109  HISTORY     - 19930919 GOOD             NGS
 OR1109  HISTORY     - 20120324 GOOD             INDIV
 OR1109
 OR1109                          STATION DESCRIPTION
 OR1109
 OR1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1109'19.3 KM (12.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1109'OF PEARL STREET IN TYNDALL, 371.0 M (1217.2 FT) WEST OF MILEPOST 345,
 OR1109'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 OR1109'SOUTH OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OR1109'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OR1109'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OR1109
 OR1109                          STATION RECOVERY (2012)
 OR1109
 OR1109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1108 ***********************************************************************
 OR1108  DESIGNATION -  50 345.80
 OR1108  PID         -  OR1108
 OR1108  STATE/COUNTY-  SD/BON HOMME
 OR1108  COUNTRY     -  US
 OR1108  USGS QUAD   -  AVON (2017)
 OR1108
 OR1108                         *CURRENT SURVEY CONTROL
 OR1108  ______________________________________________________________________
 OR1108* NAD 83(1986) POSITION- 43 00 38.     (N) 098 04 09.     (W)   SCALED
 OR1108* NAVD 88 ORTHO HEIGHT -   482.317 (meters)     1582.40  (feet) ADJUSTED
 OR1108  ______________________________________________________________________
 OR1108  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OR1108  DYNAMIC HEIGHT  -        482.155 (meters)     1581.87  (feet) COMP
 OR1108  MODELED GRAVITY -    980,271.2   (mgal)                       NAVD 88
 OR1108
 OR1108  VERT ORDER      -  FIRST     CLASS II
 OR1108
 OR1108.The horizontal coordinates were scaled from a map and have
 OR1108.an estimated accuracy of +/- 6 seconds.
 OR1108
 OR1108.The orthometric height was determined by differential leveling and
 OR1108.adjusted by the NATIONAL GEODETIC SURVEY
 OR1108.in June 1994.
 OR1108
 OR1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1108.GEOID18 height accuracy estimate available here.
 OR1108
 OR1108.Click photographs - Photos may exist for this station.
 OR1108
 OR1108.The dynamic height is computed by dividing the NAVD 88
 OR1108.geopotential number by the normal gravity value computed on the
 OR1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1108.degrees latitude (g = 980.6199 gals.).
 OR1108
 OR1108.The modeled gravity was interpolated from observed gravity values.
 OR1108
 OR1108;                    North         East    Units  Estimated Accuracy
 OR1108;SPC SD S     -    77,750.      784,560.      MT  (+/- 180 meters Scaled)
 OR1108
 OR1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN758624(NAD 83)
 OR1108
 OR1108                          SUPERSEDED SURVEY CONTROL
 OR1108
 OR1108.No superseded survey control is available for this station.
 OR1108
 OR1108_MARKER: DB = BENCH MARK DISK
 OR1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1108_STAMPING: 50-345.80 1993
 OR1108_MARK LOGO: SDDT
 OR1108_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1108+STABILITY: SURFACE MOTION
 OR1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1108+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1108
 OR1108  HISTORY     - Date     Condition        Report By
 OR1108  HISTORY     - 1993     MONUMENTED       SDDT
 OR1108  HISTORY     - 19930919 GOOD             NGS
 OR1108  HISTORY     - 20120324 GOOD             INDIV
 OR1108
 OR1108                          STATION DESCRIPTION
 OR1108
 OR1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1108'17.6 KM (10.95 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1108'OF PEARL STREET IN TYNDALL, 315.0 M (1033.5 FT) WEST OF MILEPOST 346,
 OR1108'75.2 M (246.7 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 29.7 M (97.4
 OR1108'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A FENCE,
 OR1108'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH
 OR1108'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OR1108'GROUND SURFACE.
 OR1108
 OR1108                          STATION RECOVERY (2012)
 OR1108
 OR1108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1107 ***********************************************************************
 OR1107  DESIGNATION -  50 346.75
 OR1107  PID         -  OR1107
 OR1107  STATE/COUNTY-  SD/BON HOMME
 OR1107  COUNTRY     -  US
 OR1107  USGS QUAD   -  AVON (2017)
 OR1107
 OR1107                         *CURRENT SURVEY CONTROL
 OR1107  ______________________________________________________________________
 OR1107* NAD 83(1986) POSITION- 43 00 34.     (N) 098 03 01.     (W)   SCALED
 OR1107* NAVD 88 ORTHO HEIGHT -   489.937 (meters)     1607.40  (feet) ADJUSTED
 OR1107  ______________________________________________________________________
 OR1107  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 OR1107  DYNAMIC HEIGHT  -        489.774 (meters)     1606.87  (feet) COMP
 OR1107  MODELED GRAVITY -    980,272.0   (mgal)                       NAVD 88
 OR1107
 OR1107  VERT ORDER      -  FIRST     CLASS II
 OR1107
 OR1107.The horizontal coordinates were scaled from a map and have
 OR1107.an estimated accuracy of +/- 6 seconds.
 OR1107
 OR1107.The orthometric height was determined by differential leveling and
 OR1107.adjusted by the NATIONAL GEODETIC SURVEY
 OR1107.in June 1994.
 OR1107
 OR1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1107.GEOID18 height accuracy estimate available here.
 OR1107
 OR1107.Click photographs - Photos may exist for this station.
 OR1107
 OR1107.The dynamic height is computed by dividing the NAVD 88
 OR1107.geopotential number by the normal gravity value computed on the
 OR1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1107.degrees latitude (g = 980.6199 gals.).
 OR1107
 OR1107.The modeled gravity was interpolated from observed gravity values.
 OR1107
 OR1107;                    North         East    Units  Estimated Accuracy
 OR1107;SPC SD S     -    77,670.      786,100.      MT  (+/- 180 meters Scaled)
 OR1107
 OR1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN773623(NAD 83)
 OR1107
 OR1107                          SUPERSEDED SURVEY CONTROL
 OR1107
 OR1107.No superseded survey control is available for this station.
 OR1107
 OR1107_MARKER: DB = BENCH MARK DISK
 OR1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1107_STAMPING: 50-346.75 1993
 OR1107_MARK LOGO: SDDT
 OR1107_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1107+STABILITY: SURFACE MOTION
 OR1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1107+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1107
 OR1107  HISTORY     - Date     Condition        Report By
 OR1107  HISTORY     - 1993     MONUMENTED       SDDT
 OR1107  HISTORY     - 19930919 GOOD             NGS
 OR1107  HISTORY     - 20120324 GOOD             INDIV
 OR1107
 OR1107                          STATION DESCRIPTION
 OR1107
 OR1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1107'16.1 KM (10.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1107'OF PEARL STREET IN TYNDALL, 435.0 M (1427.2 FT) NORTHWEST OF MILEPOST
 OR1107'347, 30.5 M (100.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 18.7 M
 OR1107'(61.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 9.7 M (31.8 FT) WEST
 OR1107'OF THE WEST LEG OF A DOUBLE UTILITY POLE, 1.5 M (4.9 FT) BELOW THE
 OR1107'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND
 OR1107'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR1107
 OR1107                          STATION RECOVERY (2012)
 OR1107
 OR1107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0835 ***********************************************************************
 NN0835  CBN         -  This is a Cooperative Base Network Control Station.
 NN0835  DESIGNATION -  50 348.90
 NN0835  PID         -  NN0835
 NN0835  STATE/COUNTY-  SD/BON HOMME
 NN0835  COUNTRY     -  US
 NN0835  USGS QUAD   -  NIOBRARA NE (2017)
 NN0835
 NN0835                         *CURRENT SURVEY CONTROL
 NN0835  ______________________________________________________________________
 NN0835* NAD 83(2011) POSITION- 42 59 50.75571(N) 098 00 37.04611(W)   ADJUSTED
 NN0835* NAD 83(2011) ELLIP HT-   437.603 (meters)        (06/27/12)   ADJUSTED
 NN0835* NAD 83(2011) EPOCH   -  2010.00
 NN0835* NAVD 88 ORTHO HEIGHT -   463.778 (meters)     1521.58  (feet) ADJUSTED
 NN0835  ______________________________________________________________________
 NN0835  GEOID HEIGHT    -        -26.164 (meters)                     GEOID18
 NN0835  NAD 83(2011) X  -   -651,112.868 (meters)                     COMP
 NN0835  NAD 83(2011) Y  - -4,626,878.910 (meters)                     COMP
 NN0835  NAD 83(2011) Z  -  4,327,591.551 (meters)                     COMP
 NN0835  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 NN0835  DYNAMIC HEIGHT  -        463.625 (meters)     1521.08  (feet) COMP
 NN0835  MODELED GRAVITY -    980,276.4   (mgal)                       NAVD 88
 NN0835
 NN0835  VERT ORDER      -  FIRST     CLASS II
 NN0835
 NN0835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NN0835  Standards:
 NN0835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NN0835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NN0835  -------------------------------------------------------------------
 NN0835  NETWORK    0.82   2.57           0.39   0.25   1.31     -0.09072136
 NN0835  -------------------------------------------------------------------
 NN0835  Click here for local accuracies and other accuracy information.
 NN0835
 NN0835.The horizontal coordinates were established by GPS observations
 NN0835.and adjusted by the National Geodetic Survey in June 2012.
 NN0835
 NN0835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NN0835.been affixed to the stable North American tectonic plate. See 
 NN0835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NN0835
 NN0835.The horizontal coordinates are valid at the epoch date displayed above
 NN0835.which is a decimal equivalence of Year/Month/Day.
 NN0835
 NN0835.The orthometric height was determined by differential leveling and
 NN0835.adjusted by the NATIONAL GEODETIC SURVEY
 NN0835.in June 1994.
 NN0835
 NN0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0835.GEOID18 height accuracy estimate available here.
 NN0835
 NN0835.Click photographs - Photos may exist for this station.
 NN0835
 NN0835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0835
 NN0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0835
 NN0835.The ellipsoidal height was determined by GPS observations
 NN0835.and is referenced to NAD 83.
 NN0835
 NN0835.The dynamic height is computed by dividing the NAVD 88
 NN0835.geopotential number by the normal gravity value computed on the
 NN0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0835.degrees latitude (g = 980.6199 gals.).
 NN0835
 NN0835.The modeled gravity was interpolated from observed gravity values.
 NN0835
 NN0835. The following values were computed from the NAD 83(2011) position.
 NN0835
 NN0835;                    North         East     Units Scale Factor Converg.
 NN0835;SPC SD S     -    76,424.793   789,399.750   MT  0.99996519   +1 36 09.2
 NN0835;SPC SD S     -   250,737.01  2,589,889.01   sFT  0.99996519   +1 36 09.2
 NN0835;UTM  14      - 4,761,004.832   580,673.230   MT  0.99968006   +0 40 29.9
 NN0835
 NN0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0835!SPC SD S     -   0.99993138  x   0.99996519  =   0.99989657
 NN0835!UTM  14      -   0.99993138  x   0.99968006  =   0.99961146
 NN0835
 NN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8067361004(NAD 83)
 NN0835
 NN0835                          SUPERSEDED SURVEY CONTROL
 NN0835
 NN0835  NAD 83(2007)-  42 59 50.75570(N)    098 00 37.04695(W) AD(2002.00) 0
 NN0835  ELLIP H (02/10/07)  437.631  (m)                       GP(2002.00)    
 NN0835  ELLIP H (04/15/04)  437.616  (m)                       GP(       ) 2 1
 NN0835  NAD 83(1996)-  42 59 50.75554(N)    098 00 37.04668(W) AD(       ) B
 NN0835  ELLIP H (04/18/97)  437.656  (m)                       GP(       ) 4 1
 NN0835  NAVD 88             463.78   (m)         1521.6    (f) LEVELING    3  
 NN0835
 NN0835.Superseded values are not recommended for survey control.
 NN0835
 NN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0835.See file dsdata.pdf to determine how the superseded data were derived.
 NN0835
 NN0835_MARKER: Z = SEE DESCRIPTION
 NN0835_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NN0835_STAMPING: 50-348.90 1993
 NN0835_MARK LOGO: NGS
 NN0835_PROJECTION: FLUSH
 NN0835_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0835+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NN0835_ROD/PIPE-DEPTH: 6.4 meters
 NN0835_SLEEVE-DEPTH  : 1.8 meters
 NN0835
 NN0835  HISTORY     - Date     Condition        Report By
 NN0835  HISTORY     - 1993     MONUMENTED       SDDT
 NN0835  HISTORY     - 19930919 GOOD             NGS
 NN0835  HISTORY     - 19960724 GOOD             NGS
 NN0835  HISTORY     - 20080922 GOOD             SDDT
 NN0835  HISTORY     - 20120228 GOOD             INDIV
 NN0835
 NN0835                          STATION DESCRIPTION
 NN0835
 NN0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NN0835'12.5 KM (7.75 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NN0835'OF PEARL STREET IN TYNDALL, 149.0 M (488.8 FT) WEST OF MILEPOST 349,
 NN0835'45.0 M (147.6 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 9, 30.0
 NN0835'M (98.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 NN0835'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 NN0835'FENCE, AND 0.4 M (1.3 FT) NORTH OF A STEEL GUARD POST.  NOTE--THE
 NN0835'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 NN0835'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 NN0835'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 NN0835'THEN THROUGH A 4-INCH PVC PIPE.
 NN0835
 NN0835                          STATION RECOVERY (1996)
 NN0835
 NN0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NN0835'THE STATION IS LOCATED ABOUT 12.5 KM (7.75 MI) WEST OF TYNDALL AND 4.3
 NN0835'KM (2.65 MI) EAST OF AVON, ON STATE HIGHWAY 50.  OWNERSHIP--THE STATE
 NN0835'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF MAIN
 NN0835'STREET AND STATE HIGHWAY 50 IN AVON, GO EAST ON STATE HIGHWAY 50 FOR
 NN0835'4.3 KM (2.65 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 NN0835'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 NN0835'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 149.0 M
 NN0835'(488.8 FT) WEST OF MILEPOST 349, 45.0 M (147.6 FT) SOUTHEAST OF THE
 NN0835'CENTERLINE OF COUNTY ROAD 9, 30.0 M (98.4 FT) NORTHEAST OF THE HIGHWAY
 NN0835'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 NN0835'FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND
 NN0835'0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 NN0835'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 NN0835
 NN0835                          STATION RECOVERY (2008)
 NN0835
 NN0835'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 NN0835'RECOVERED AS DESCRIBED
 NN0835
 NN0835                          STATION RECOVERY (2012)
 NN0835
 NN0835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NN0835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2142 ***********************************************************************
 NM2142  DESIGNATION -  50 349.90
 NM2142  PID         -  NM2142
 NM2142  STATE/COUNTY-  SD/BON HOMME
 NM2142  COUNTRY     -  US
 NM2142  USGS QUAD   -  KINGSBURG (2017)
 NM2142
 NM2142                         *CURRENT SURVEY CONTROL
 NM2142  ______________________________________________________________________
 NM2142* NAD 83(1986) POSITION- 42 59 43.     (N) 097 59 25.     (W)   SCALED
 NM2142* NAVD 88 ORTHO HEIGHT -   459.779 (meters)     1508.46  (feet) ADJUSTED
 NM2142  ______________________________________________________________________
 NM2142  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 NM2142  DYNAMIC HEIGHT  -        459.628 (meters)     1507.96  (feet) COMP
 NM2142  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 NM2142
 NM2142  VERT ORDER      -  FIRST     CLASS II
 NM2142
 NM2142.The horizontal coordinates were scaled from a map and have
 NM2142.an estimated accuracy of +/- 6 seconds.
 NM2142
 NM2142.The orthometric height was determined by differential leveling and
 NM2142.adjusted by the NATIONAL GEODETIC SURVEY
 NM2142.in June 1994.
 NM2142
 NM2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2142.GEOID18 height accuracy estimate available here.
 NM2142
 NM2142.Click photographs - Photos may exist for this station.
 NM2142
 NM2142.The dynamic height is computed by dividing the NAVD 88
 NM2142.geopotential number by the normal gravity value computed on the
 NM2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2142.degrees latitude (g = 980.6199 gals.).
 NM2142
 NM2142.The modeled gravity was interpolated from observed gravity values.
 NM2142
 NM2142;                    North         East    Units  Estimated Accuracy
 NM2142;SPC SD S     -    76,230.      791,040.      MT  (+/- 180 meters Scaled)
 NM2142
 NM2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN823607(NAD 83)
 NM2142
 NM2142                          SUPERSEDED SURVEY CONTROL
 NM2142
 NM2142.No superseded survey control is available for this station.
 NM2142
 NM2142_MARKER: DB = BENCH MARK DISK
 NM2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2142_STAMPING: 50-349.90 1993
 NM2142_MARK LOGO: SDDT
 NM2142_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2142+STABILITY: SURFACE MOTION
 NM2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2142+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NM2142
 NM2142  HISTORY     - Date     Condition        Report By
 NM2142  HISTORY     - 1993     MONUMENTED       SDDT
 NM2142  HISTORY     - 19930919 GOOD             NGS
 NM2142  HISTORY     - 20080922 GOOD             SDDT
 NM2142  HISTORY     - 20120228 GOOD             INDIV
 NM2142
 NM2142                          STATION DESCRIPTION
 NM2142
 NM2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2142'10.9 KM (6.75 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2142'OF PEARL STREET IN TYNDALL, 133.0 M (436.4 FT) WEST OF MILEPOST 350,
 NM2142'39.4 M (129.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 30.5 M
 NM2142'(100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE
 NM2142'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 NM2142'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NM2142'SURFACE.
 NM2142
 NM2142                          STATION RECOVERY (2008)
 NM2142
 NM2142'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 NM2142'RECOVERED AS DESCRIBED
 NM2142
 NM2142                          STATION RECOVERY (2012)
 NM2142
 NM2142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2136 ***********************************************************************
 NM2136  DESIGNATION -  50 351.95
 NM2136  PID         -  NM2136
 NM2136  STATE/COUNTY-  SD/BON HOMME
 NM2136  COUNTRY     -  US
 NM2136  USGS QUAD   -  KINGSBURG (2017)
 NM2136
 NM2136                         *CURRENT SURVEY CONTROL
 NM2136  ______________________________________________________________________
 NM2136* NAD 83(1986) POSITION- 42 59 43.     (N) 097 57 01.     (W)   SCALED
 NM2136* NAVD 88 ORTHO HEIGHT -   440.539 (meters)     1445.34  (feet) ADJUSTED
 NM2136  ______________________________________________________________________
 NM2136  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 NM2136  DYNAMIC HEIGHT  -        440.397 (meters)     1444.87  (feet) COMP
 NM2136  MODELED GRAVITY -    980,283.8   (mgal)                       NAVD 88
 NM2136
 NM2136  VERT ORDER      -  FIRST     CLASS II
 NM2136
 NM2136.The horizontal coordinates were scaled from a map and have
 NM2136.an estimated accuracy of +/- 6 seconds.
 NM2136
 NM2136.The orthometric height was determined by differential leveling and
 NM2136.adjusted by the NATIONAL GEODETIC SURVEY
 NM2136.in June 1994.
 NM2136
 NM2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2136.GEOID18 height accuracy estimate available here.
 NM2136
 NM2136.Click photographs - Photos may exist for this station.
 NM2136
 NM2136.The dynamic height is computed by dividing the NAVD 88
 NM2136.geopotential number by the normal gravity value computed on the
 NM2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2136.degrees latitude (g = 980.6199 gals.).
 NM2136
 NM2136.The modeled gravity was interpolated from observed gravity values.
 NM2136
 NM2136;                    North         East    Units  Estimated Accuracy
 NM2136;SPC SD S     -    76,320.      794,300.      MT  (+/- 180 meters Scaled)
 NM2136
 NM2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN855608(NAD 83)
 NM2136
 NM2136                          SUPERSEDED SURVEY CONTROL
 NM2136
 NM2136.No superseded survey control is available for this station.
 NM2136
 NM2136_MARKER: DB = BENCH MARK DISK
 NM2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2136_STAMPING: 50-351.95 1993
 NM2136_MARK LOGO: SDDT
 NM2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2136+STABILITY: SURFACE MOTION
 NM2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2136+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NM2136
 NM2136  HISTORY     - Date     Condition        Report By
 NM2136  HISTORY     - 1993     MONUMENTED       SDDT
 NM2136  HISTORY     - 19930919 GOOD             NGS
 NM2136  HISTORY     - 20080922 GOOD             SDDT
 NM2136  HISTORY     - 20120228 GOOD             INDIV
 NM2136
 NM2136                          STATION DESCRIPTION
 NM2136
 NM2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2136'7.6 KM (4.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2136'PEARL STREET IN TYNDALL, 135.0 M (442.9 FT) WEST OF MILEPOST 352,
 NM2136'22.0 M (72.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.0 M (65.6 FT)
 NM2136'EAST OF THE CENTER OF A GRAVELED ROAD, 10.5 M (34.4 FT) EAST OF A
 NM2136'UTILITY GUY POLE WITH 2 GUY CABLES, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 NM2136'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 NM2136'IS FLUSH WITH THE GROUND SURFACE.
 NM2136
 NM2136                          STATION RECOVERY (2008)
 NM2136
 NM2136'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 NM2136'RECOVERED AS DESCRIBED
 NM2136
 NM2136                          STATION RECOVERY (2012)
 NM2136
 NM2136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2135 ***********************************************************************
 NM2135  DESIGNATION -  50 352.95
 NM2135  PID         -  NM2135
 NM2135  STATE/COUNTY-  SD/BON HOMME
 NM2135  COUNTRY     -  US
 NM2135  USGS QUAD   -  KINGSBURG (2017)
 NM2135
 NM2135                         *CURRENT SURVEY CONTROL
 NM2135  ______________________________________________________________________
 NM2135* NAD 83(1986) POSITION- 42 59 43.     (N) 097 55 52.     (W)   SCALED
 NM2135* NAVD 88 ORTHO HEIGHT -   436.925 (meters)     1433.48  (feet) ADJUSTED
 NM2135  ______________________________________________________________________
 NM2135  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 NM2135  DYNAMIC HEIGHT  -        436.784 (meters)     1433.02  (feet) COMP
 NM2135  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 NM2135
 NM2135  VERT ORDER      -  FIRST     CLASS II
 NM2135
 NM2135.The horizontal coordinates were scaled from a map and have
 NM2135.an estimated accuracy of +/- 6 seconds.
 NM2135
 NM2135.The orthometric height was determined by differential leveling and
 NM2135.adjusted by the NATIONAL GEODETIC SURVEY
 NM2135.in June 1994.
 NM2135
 NM2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2135.GEOID18 height accuracy estimate available here.
 NM2135
 NM2135.Click photographs - Photos may exist for this station.
 NM2135
 NM2135.The dynamic height is computed by dividing the NAVD 88
 NM2135.geopotential number by the normal gravity value computed on the
 NM2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2135.degrees latitude (g = 980.6199 gals.).
 NM2135
 NM2135.The modeled gravity was interpolated from observed gravity values.
 NM2135
 NM2135;                    North         East    Units  Estimated Accuracy
 NM2135;SPC SD S     -    76,370.      795,860.      MT  (+/- 180 meters Scaled)
 NM2135
 NM2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN871608(NAD 83)
 NM2135
 NM2135                          SUPERSEDED SURVEY CONTROL
 NM2135
 NM2135.No superseded survey control is available for this station.
 NM2135
 NM2135_MARKER: DB = BENCH MARK DISK
 NM2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2135_STAMPING: 50-352.95 1993
 NM2135_MARK LOGO: SDDT
 NM2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2135+STABILITY: SURFACE MOTION
 NM2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2135+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NM2135
 NM2135  HISTORY     - Date     Condition        Report By
 NM2135  HISTORY     - 1993     MONUMENTED       SDDT
 NM2135  HISTORY     - 19930919 GOOD             NGS
 NM2135  HISTORY     - 20120228 GOOD             INDIV
 NM2135
 NM2135                          STATION DESCRIPTION
 NM2135
 NM2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2135'6.0 KM (3.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2135'PEARL STREET IN TYNDALL, 30.5 M (100.1 FT) SOUTH OF THE HIGHWAY
 NM2135'CENTERLINE, 24.5 M (80.4 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 NM2135'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH
 NM2135'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2135
 NM2135                          STATION RECOVERY (2012)
 NM2135
 NM2135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2134 ***********************************************************************
 NM2134  DESIGNATION -  50 353.90
 NM2134  PID         -  NM2134
 NM2134  STATE/COUNTY-  SD/BON HOMME
 NM2134  COUNTRY     -  US
 NM2134  USGS QUAD   -  KINGSBURG (2017)
 NM2134
 NM2134                         *CURRENT SURVEY CONTROL
 NM2134  ______________________________________________________________________
 NM2134* NAD 83(1986) POSITION- 42 59 43.     (N) 097 54 46.     (W)   SCALED
 NM2134* NAVD 88 ORTHO HEIGHT -   419.424 (meters)     1376.06  (feet) ADJUSTED
 NM2134  ______________________________________________________________________
 NM2134  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 NM2134  DYNAMIC HEIGHT  -        419.290 (meters)     1375.62  (feet) COMP
 NM2134  MODELED GRAVITY -    980,287.5   (mgal)                       NAVD 88
 NM2134
 NM2134  VERT ORDER      -  FIRST     CLASS II
 NM2134
 NM2134.The horizontal coordinates were scaled from a map and have
 NM2134.an estimated accuracy of +/- 6 seconds.
 NM2134
 NM2134.The orthometric height was determined by differential leveling and
 NM2134.adjusted by the NATIONAL GEODETIC SURVEY
 NM2134.in June 1994.
 NM2134
 NM2134.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2134.GEOID18 height accuracy estimate available here.
 NM2134
 NM2134.Click photographs - Photos may exist for this station.
 NM2134
 NM2134.The dynamic height is computed by dividing the NAVD 88
 NM2134.geopotential number by the normal gravity value computed on the
 NM2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2134.degrees latitude (g = 980.6199 gals.).
 NM2134
 NM2134.The modeled gravity was interpolated from observed gravity values.
 NM2134
 NM2134;                    North         East    Units  Estimated Accuracy
 NM2134;SPC SD S     -    76,410.      797,360.      MT  (+/- 180 meters Scaled)
 NM2134
 NM2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN886608(NAD 83)
 NM2134
 NM2134                          SUPERSEDED SURVEY CONTROL
 NM2134
 NM2134.No superseded survey control is available for this station.
 NM2134
 NM2134_MARKER: Z = SEE DESCRIPTION
 NM2134_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2134_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2134_STAMPING: 50-353.90 1993
 NM2134_MARK LOGO: NGS
 NM2134_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2134_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2134+STABILITY: POSITION/ELEVATION WELL
 NM2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2134+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NM2134_ROD/PIPE-DEPTH: 6.4 meters
 NM2134_SLEEVE-DEPTH  : 3.0 meters
 NM2134
 NM2134  HISTORY     - Date     Condition        Report By
 NM2134  HISTORY     - 1993     MONUMENTED       SDDT
 NM2134  HISTORY     - 19930919 GOOD             NGS
 NM2134  HISTORY     - 20120228 GOOD             INDIV
 NM2134
 NM2134                          STATION DESCRIPTION
 NM2134
 NM2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2134'4.5 KM (2.80 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2134'PEARL STREET IN TYNDALL, 1.4 KM (0.85 MI) EAST OF MILEPOST 353, 193.0
 NM2134'M (633.2 FT) WEST OF MILEPOST 354, 50.0 M (164.0 FT) SOUTHWEST OF THE
 NM2134'SOUTHWEST END OF A HIGHWAY BRIDGE SPANNING EMANUAL CREEK, 25.0 M
 NM2134'(82.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.1 M (6.9 FT) EAST OF THE
 NM2134'WEST END OF A FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NM2134'0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT)
 NM2134'SOUTH OF A STEEL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 NM2134'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 NM2134'INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM
 NM2134'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 NM2134'PIPE.
 NM2134
 NM2134                          STATION RECOVERY (2012)
 NM2134
 NM2134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2134'NEEDS NEW LID
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2133 ***********************************************************************
 NM2133  DESIGNATION -  50 355.00
 NM2133  PID         -  NM2133
 NM2133  STATE/COUNTY-  SD/BON HOMME
 NM2133  COUNTRY     -  US
 NM2133  USGS QUAD   -  KINGSBURG (2017)
 NM2133
 NM2133                         *CURRENT SURVEY CONTROL
 NM2133  ______________________________________________________________________
 NM2133* NAD 83(1986) POSITION- 42 59 30.     (N) 097 53 38.     (W)   SCALED
 NM2133* NAVD 88 ORTHO HEIGHT -   432.660 (meters)     1419.49  (feet) ADJUSTED
 NM2133  ______________________________________________________________________
 NM2133  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 NM2133  DYNAMIC HEIGHT  -        432.522 (meters)     1419.03  (feet) COMP
 NM2133  MODELED GRAVITY -    980,289.1   (mgal)                       NAVD 88
 NM2133
 NM2133  VERT ORDER      -  FIRST     CLASS II
 NM2133
 NM2133.The horizontal coordinates were scaled from a map and have
 NM2133.an estimated accuracy of +/- 6 seconds.
 NM2133
 NM2133.The orthometric height was determined by differential leveling and
 NM2133.adjusted by the NATIONAL GEODETIC SURVEY
 NM2133.in June 1994.
 NM2133
 NM2133.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2133.GEOID18 height accuracy estimate available here.
 NM2133
 NM2133.Click photographs - Photos may exist for this station.
 NM2133
 NM2133.The dynamic height is computed by dividing the NAVD 88
 NM2133.geopotential number by the normal gravity value computed on the
 NM2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2133.degrees latitude (g = 980.6199 gals.).
 NM2133
 NM2133.The modeled gravity was interpolated from observed gravity values.
 NM2133
 NM2133;                    North         East    Units  Estimated Accuracy
 NM2133;SPC SD S     -    76,060.      798,910.      MT  (+/- 180 meters Scaled)
 NM2133
 NM2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN901604(NAD 83)
 NM2133
 NM2133                          SUPERSEDED SURVEY CONTROL
 NM2133
 NM2133.No superseded survey control is available for this station.
 NM2133
 NM2133_MARKER: DB = BENCH MARK DISK
 NM2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2133_STAMPING: 50-355.00 1993
 NM2133_MARK LOGO: SDDT
 NM2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2133+STABILITY: SURFACE MOTION
 NM2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2133+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NM2133
 NM2133  HISTORY     - Date     Condition        Report By
 NM2133  HISTORY     - 1993     MONUMENTED       SDDT
 NM2133  HISTORY     - 19930919 GOOD             NGS
 NM2133  HISTORY     - 20120228 GOOD             INDIV
 NM2133
 NM2133                          STATION DESCRIPTION
 NM2133
 NM2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2133'2.6 KM (1.60 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2133'PEARL STREET IN TYNDALL, 121.0 M (397.0 FT) SOUTHEAST OF THE
 NM2133'CENTERLINE OF STATE HIGHWAY 37, 19.8 M (65.0 FT) NORTHEAST OF THE
 NM2133'HIGHWAY CENTERLINE, 7.9 M (25.9 FT) NORTHEAST OF MILEPOST 355, 1.5 M
 NM2133'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF
 NM2133'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 NM2133'ABOVE THE GROUND SURFACE.
 NM2133
 NM2133                          STATION RECOVERY (2012)
 NM2133
 NM2133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2132 ***********************************************************************
 NM2132  DESIGNATION -  50 356.10
 NM2132  PID         -  NM2132
 NM2132  STATE/COUNTY-  SD/BON HOMME
 NM2132  COUNTRY     -  US
 NM2132  USGS QUAD   -  TYNDALL (2017)
 NM2132
 NM2132                         *CURRENT SURVEY CONTROL
 NM2132  ______________________________________________________________________
 NM2132* NAD 83(1986) POSITION- 42 59 08.     (N) 097 52 19.     (W)   SCALED
 NM2132* NAVD 88 ORTHO HEIGHT -   432.865 (meters)     1420.16  (feet) ADJUSTED
 NM2132  ______________________________________________________________________
 NM2132  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 NM2132  DYNAMIC HEIGHT  -        432.727 (meters)     1419.71  (feet) COMP
 NM2132  MODELED GRAVITY -    980,290.7   (mgal)                       NAVD 88
 NM2132
 NM2132  VERT ORDER      -  FIRST     CLASS II
 NM2132
 NM2132.The horizontal coordinates were scaled from a map and have
 NM2132.an estimated accuracy of +/- 6 seconds.
 NM2132
 NM2132.The orthometric height was determined by differential leveling and
 NM2132.adjusted by the NATIONAL GEODETIC SURVEY
 NM2132.in June 1994.
 NM2132
 NM2132.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2132.GEOID18 height accuracy estimate available here.
 NM2132
 NM2132.Click photographs - Photos may exist for this station.
 NM2132
 NM2132.The dynamic height is computed by dividing the NAVD 88
 NM2132.geopotential number by the normal gravity value computed on the
 NM2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2132.degrees latitude (g = 980.6199 gals.).
 NM2132
 NM2132.The modeled gravity was interpolated from observed gravity values.
 NM2132
 NM2132;                    North         East    Units  Estimated Accuracy
 NM2132;SPC SD S     -    75,430.      800,720.      MT  (+/- 180 meters Scaled)
 NM2132
 NM2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN919598(NAD 83)
 NM2132
 NM2132                          SUPERSEDED SURVEY CONTROL
 NM2132
 NM2132.No superseded survey control is available for this station.
 NM2132
 NM2132_MARKER: Z = SEE DESCRIPTION
 NM2132_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2132_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2132_STAMPING: 50-356.10 1993
 NM2132_MARK LOGO: NGS
 NM2132_PROJECTION: FLUSH
 NM2132_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2132+STABILITY: POSITION/ELEVATION WELL
 NM2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2132+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2132_ROD/PIPE-DEPTH: 6.4 meters
 NM2132_SLEEVE-DEPTH  : 3.0 meters
 NM2132
 NM2132  HISTORY     - Date     Condition        Report By
 NM2132  HISTORY     - 1993     MONUMENTED       SDDT
 NM2132  HISTORY     - 19930919 GOOD             NGS
 NM2132  HISTORY     - 20120309 GOOD             INDIV
 NM2132
 NM2132                          STATION DESCRIPTION
 NM2132
 NM2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2132'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2132'PEARL STREET IN TYNDALL, 203.0 M (666.0 FT) SOUTHEAST OF MILEPOST
 NM2132'356, 62.8 M (206.0 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 5,
 NM2132'34.0 M (111.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 NM2132'THE HIGHWAY, 11.7 M (38.4 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 NM2132'FENCE ENCLOSING A JUNK YARD, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 NM2132'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, AND 0.3 M (1.0
 NM2132'FT) SOUTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 NM2132'STEEL BALL EPOXIED TO A IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 NM2132'INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM
 NM2132'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2132
 NM2132                          STATION RECOVERY (2012)
 NM2132
 NM2132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2131 ***********************************************************************
 NM2131  DESIGNATION -  50 357.15
 NM2131  PID         -  NM2131
 NM2131  STATE/COUNTY-  SD/BON HOMME
 NM2131  COUNTRY     -  US
 NM2131  USGS QUAD   -  TYNDALL (2017)
 NM2131
 NM2131                         *CURRENT SURVEY CONTROL
 NM2131  ______________________________________________________________________
 NM2131* NAD 83(1986) POSITION- 42 58 52.     (N) 097 51 07.     (W)   SCALED
 NM2131* NAVD 88 ORTHO HEIGHT -   424.481 (meters)     1392.65  (feet) ADJUSTED
 NM2131  ______________________________________________________________________
 NM2131  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 NM2131  DYNAMIC HEIGHT  -        424.346 (meters)     1392.21  (feet) COMP
 NM2131  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 NM2131
 NM2131  VERT ORDER      -  FIRST     CLASS II
 NM2131
 NM2131.The horizontal coordinates were scaled from a map and have
 NM2131.an estimated accuracy of +/- 6 seconds.
 NM2131
 NM2131.The orthometric height was determined by differential leveling and
 NM2131.adjusted by the NATIONAL GEODETIC SURVEY
 NM2131.in June 1994.
 NM2131
 NM2131.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2131.GEOID18 height accuracy estimate available here.
 NM2131
 NM2131.Click photographs - Photos may exist for this station.
 NM2131
 NM2131.The dynamic height is computed by dividing the NAVD 88
 NM2131.geopotential number by the normal gravity value computed on the
 NM2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2131.degrees latitude (g = 980.6199 gals.).
 NM2131
 NM2131.The modeled gravity was interpolated from observed gravity values.
 NM2131
 NM2131;                    North         East    Units  Estimated Accuracy
 NM2131;SPC SD S     -    74,990.      802,360.      MT  (+/- 180 meters Scaled)
 NM2131
 NM2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN936593(NAD 83)
 NM2131
 NM2131                          SUPERSEDED SURVEY CONTROL
 NM2131
 NM2131.No superseded survey control is available for this station.
 NM2131
 NM2131_MARKER: DB = BENCH MARK DISK
 NM2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2131_STAMPING: 50-357.15 1993
 NM2131_MARK LOGO: SDDT
 NM2131_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2131+STABILITY: SURFACE MOTION
 NM2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2131+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 NM2131
 NM2131  HISTORY     - Date     Condition        Report By
 NM2131  HISTORY     - 1993     MONUMENTED       SDDT
 NM2131  HISTORY     - 19930919 GOOD             NGS
 NM2131
 NM2131                          STATION DESCRIPTION
 NM2131
 NM2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2131'0.9 KM (0.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2131'PEARL STREET IN TYNDALL, 320.0 M (1049.9 FT) EAST OF MILEPOST 357,
 NM2131'41.7 M (136.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 30.6 M
 NM2131'(100.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) BELOW THE
 NM2131'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 NM2131'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NM2131'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2130 ***********************************************************************
 NM2130  DESIGNATION -  50 358.15
 NM2130  PID         -  NM2130
 NM2130  STATE/COUNTY-  SD/BON HOMME
 NM2130  COUNTRY     -  US
 NM2130  USGS QUAD   -  TYNDALL (2017)
 NM2130
 NM2130                         *CURRENT SURVEY CONTROL
 NM2130  ______________________________________________________________________
 NM2130* NAD 83(1986) POSITION- 42 58 52.     (N) 097 49 57.     (W)   SCALED
 NM2130* NAVD 88 ORTHO HEIGHT -   425.532 (meters)     1396.10  (feet) ADJUSTED
 NM2130  ______________________________________________________________________
 NM2130  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 NM2130  DYNAMIC HEIGHT  -        425.398 (meters)     1395.66  (feet) COMP
 NM2130  MODELED GRAVITY -    980,293.5   (mgal)                       NAVD 88
 NM2130
 NM2130  VERT ORDER      -  FIRST     CLASS II
 NM2130
 NM2130.The horizontal coordinates were scaled from a map and have
 NM2130.an estimated accuracy of +/- 6 seconds.
 NM2130
 NM2130.The orthometric height was determined by differential leveling and
 NM2130.adjusted by the NATIONAL GEODETIC SURVEY
 NM2130.in June 1994.
 NM2130
 NM2130.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2130.GEOID18 height accuracy estimate available here.
 NM2130
 NM2130.Click photographs - Photos may exist for this station.
 NM2130
 NM2130.The dynamic height is computed by dividing the NAVD 88
 NM2130.geopotential number by the normal gravity value computed on the
 NM2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2130.degrees latitude (g = 980.6199 gals.).
 NM2130
 NM2130.The modeled gravity was interpolated from observed gravity values.
 NM2130
 NM2130;                    North         East    Units  Estimated Accuracy
 NM2130;SPC SD S     -    75,030.      803,950.      MT  (+/- 180 meters Scaled)
 NM2130
 NM2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN951593(NAD 83)
 NM2130
 NM2130                          SUPERSEDED SURVEY CONTROL
 NM2130
 NM2130.No superseded survey control is available for this station.
 NM2130
 NM2130_MARKER: DB = BENCH MARK DISK
 NM2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2130_STAMPING: 50-358.15 1993
 NM2130_MARK LOGO: SDDT
 NM2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2130+STABILITY: SURFACE MOTION
 NM2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2130+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2130
 NM2130  HISTORY     - Date     Condition        Report By
 NM2130  HISTORY     - 1993     MONUMENTED       SDDT
 NM2130  HISTORY     - 19930919 GOOD             NGS
 NM2130  HISTORY     - 20120309 GOOD             INDIV
 NM2130
 NM2130                          STATION DESCRIPTION
 NM2130
 NM2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2130'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2130'PEARL STREET IN TYNDALL, 280.0 M (918.6 FT) EAST OF MILEPOST 358,
 NM2130'34.7 M (113.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.0 M (78.7 FT)
 NM2130'EAST OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL
 NM2130'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 NM2130'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2130
 NM2130                          STATION RECOVERY (2012)
 NM2130
 NM2130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2129 ***********************************************************************
 NM2129  DESIGNATION -  50 359.10
 NM2129  PID         -  NM2129
 NM2129  STATE/COUNTY-  SD/BON HOMME
 NM2129  COUNTRY     -  US
 NM2129  USGS QUAD   -  TYNDALL (2017)
 NM2129
 NM2129                         *CURRENT SURVEY CONTROL
 NM2129  ______________________________________________________________________
 NM2129* NAD 83(1986) POSITION- 42 58 52.     (N) 097 48 53.     (W)   SCALED
 NM2129* NAVD 88 ORTHO HEIGHT -   427.643 (meters)     1403.03  (feet) ADJUSTED
 NM2129  ______________________________________________________________________
 NM2129  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 NM2129  DYNAMIC HEIGHT  -        427.509 (meters)     1402.59  (feet) COMP
 NM2129  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 NM2129
 NM2129  VERT ORDER      -  FIRST     CLASS II
 NM2129
 NM2129.The horizontal coordinates were scaled from a map and have
 NM2129.an estimated accuracy of +/- 6 seconds.
 NM2129
 NM2129.The orthometric height was determined by differential leveling and
 NM2129.adjusted by the NATIONAL GEODETIC SURVEY
 NM2129.in June 1994.
 NM2129
 NM2129.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2129.GEOID18 height accuracy estimate available here.
 NM2129
 NM2129.Click photographs - Photos may exist for this station.
 NM2129
 NM2129.The dynamic height is computed by dividing the NAVD 88
 NM2129.geopotential number by the normal gravity value computed on the
 NM2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2129.degrees latitude (g = 980.6199 gals.).
 NM2129
 NM2129.The modeled gravity was interpolated from observed gravity values.
 NM2129
 NM2129;                    North         East    Units  Estimated Accuracy
 NM2129;SPC SD S     -    75,080.      805,400.      MT  (+/- 180 meters Scaled)
 NM2129
 NM2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN966593(NAD 83)
 NM2129
 NM2129                          SUPERSEDED SURVEY CONTROL
 NM2129
 NM2129.No superseded survey control is available for this station.
 NM2129
 NM2129_MARKER: DB = BENCH MARK DISK
 NM2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2129_STAMPING: 50-359.10 1993
 NM2129_MARK LOGO: SDDT
 NM2129_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2129+STABILITY: SURFACE MOTION
 NM2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2129+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2129
 NM2129  HISTORY     - Date     Condition        Report By
 NM2129  HISTORY     - 1993     MONUMENTED       SDDT
 NM2129  HISTORY     - 19930919 GOOD             NGS
 NM2129  HISTORY     - 20120309 GOOD             INDIV
 NM2129
 NM2129                          STATION DESCRIPTION
 NM2129
 NM2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2129'4.1 KM (2.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2129'PEARL STREET IN TYNDALL, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY
 NM2129'CENTERLINE, 10.0 M (32.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 NM2129'2.0 M (6.6 FT) EAST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL
 NM2129'OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 NM2129'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2129
 NM2129                          STATION RECOVERY (2012)
 NM2129
 NM2129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2128 ***********************************************************************
 NM2128  DESIGNATION -  50 360.15
 NM2128  PID         -  NM2128
 NM2128  STATE/COUNTY-  SD/BON HOMME
 NM2128  COUNTRY     -  US
 NM2128  USGS QUAD   -  TYNDALL (2017)
 NM2128
 NM2128                         *CURRENT SURVEY CONTROL
 NM2128  ______________________________________________________________________
 NM2128* NAD 83(1986) POSITION- 42 58 48.     (N) 097 47 34.     (W)   SCALED
 NM2128* NAVD 88 ORTHO HEIGHT -   423.640 (meters)     1389.89  (feet) ADJUSTED
 NM2128  ______________________________________________________________________
 NM2128  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 NM2128  DYNAMIC HEIGHT  -        423.508 (meters)     1389.46  (feet) COMP
 NM2128  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 NM2128
 NM2128  VERT ORDER      -  FIRST     CLASS II
 NM2128
 NM2128.The horizontal coordinates were scaled from a map and have
 NM2128.an estimated accuracy of +/- 6 seconds.
 NM2128
 NM2128.The orthometric height was determined by differential leveling and
 NM2128.adjusted by the NATIONAL GEODETIC SURVEY
 NM2128.in June 1994.
 NM2128
 NM2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2128.GEOID18 height accuracy estimate available here.
 NM2128
 NM2128.Click photographs - Photos may exist for this station.
 NM2128
 NM2128.The dynamic height is computed by dividing the NAVD 88
 NM2128.geopotential number by the normal gravity value computed on the
 NM2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2128.degrees latitude (g = 980.6199 gals.).
 NM2128
 NM2128.The modeled gravity was interpolated from observed gravity values.
 NM2128
 NM2128;                    North         East    Units  Estimated Accuracy
 NM2128;SPC SD S     -    75,010.      807,190.      MT  (+/- 180 meters Scaled)
 NM2128
 NM2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN984593(NAD 83)
 NM2128
 NM2128                          SUPERSEDED SURVEY CONTROL
 NM2128
 NM2128.No superseded survey control is available for this station.
 NM2128
 NM2128_MARKER: DB = BENCH MARK DISK
 NM2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2128_STAMPING: 50-360.15 1993
 NM2128_MARK LOGO: SDDT
 NM2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2128+STABILITY: SURFACE MOTION
 NM2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2128+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2128
 NM2128  HISTORY     - Date     Condition        Report By
 NM2128  HISTORY     - 1993     MONUMENTED       SDDT
 NM2128  HISTORY     - 19930919 GOOD             NGS
 NM2128  HISTORY     - 20120309 GOOD             INDIV
 NM2128
 NM2128                          STATION DESCRIPTION
 NM2128
 NM2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2128'5.7 KM (3.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2128'PEARL STREET IN TYNDALL, 286.0 M (938.3 FT) SOUTHEAST OF MILEPOST
 NM2128'360, 36.0 M (118.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4
 NM2128'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 4.5 M (14.8 FT) NORTH OF
 NM2128'UNDERGROUND CABLE JUNCTION BOX NUMBER 52 E4 K1, 0.5 M (1.6 FT) BELOW
 NM2128'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST,
 NM2128'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2128
 NM2128                          STATION RECOVERY (2012)
 NM2128
 NM2128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2127 ***********************************************************************
 NM2127  CBN         -  This is a Cooperative Base Network Control Station.
 NM2127  DESIGNATION -  50 361.25
 NM2127  PID         -  NM2127
 NM2127  STATE/COUNTY-  SD/BON HOMME
 NM2127  COUNTRY     -  US
 NM2127  USGS QUAD   -  TYNDALL (2017)
 NM2127
 NM2127                         *CURRENT SURVEY CONTROL
 NM2127  ______________________________________________________________________
 NM2127* NAD 83(2011) POSITION- 42 58 28.07335(N) 097 46 20.90439(W)   ADJUSTED
 NM2127* NAD 83(2011) ELLIP HT-   381.763 (meters)        (06/27/12)   ADJUSTED
 NM2127* NAD 83(2011) EPOCH   -  2010.00
 NM2127* NAVD 88 ORTHO HEIGHT -   407.751 (meters)     1337.76  (feet) ADJUSTED
 NM2127  ______________________________________________________________________
 NM2127  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 NM2127  NAD 83(2011) X  -   -632,132.326 (meters)                     COMP
 NM2127  NAD 83(2011) Y  - -4,631,224.930 (meters)                     COMP
 NM2127  NAD 83(2011) Z  -  4,325,686.885 (meters)                     COMP
 NM2127  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 NM2127  DYNAMIC HEIGHT  -        407.624 (meters)     1337.35  (feet) COMP
 NM2127  MODELED GRAVITY -    980,297.4   (mgal)                       NAVD 88
 NM2127
 NM2127  VERT ORDER      -  FIRST     CLASS II
 NM2127
 NM2127  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2127  Standards:
 NM2127         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2127            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2127  -------------------------------------------------------------------
 NM2127  NETWORK    0.88   1.67           0.42   0.26   0.85     -0.12613445
 NM2127  -------------------------------------------------------------------
 NM2127  Click here for local accuracies and other accuracy information.
 NM2127
 NM2127.The horizontal coordinates were established by GPS observations
 NM2127.and adjusted by the National Geodetic Survey in June 2012.
 NM2127
 NM2127.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2127.been affixed to the stable North American tectonic plate. See 
 NM2127.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2127
 NM2127.The horizontal coordinates are valid at the epoch date displayed above
 NM2127.which is a decimal equivalence of Year/Month/Day.
 NM2127
 NM2127.The orthometric height was determined by differential leveling and
 NM2127.adjusted by the NATIONAL GEODETIC SURVEY
 NM2127.in June 1994.
 NM2127
 NM2127.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2127.GEOID18 height accuracy estimate available here.
 NM2127
 NM2127.Click photographs - Photos may exist for this station.
 NM2127
 NM2127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2127
 NM2127.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2127
 NM2127.The ellipsoidal height was determined by GPS observations
 NM2127.and is referenced to NAD 83.
 NM2127
 NM2127.The dynamic height is computed by dividing the NAVD 88
 NM2127.geopotential number by the normal gravity value computed on the
 NM2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2127.degrees latitude (g = 980.6199 gals.).
 NM2127
 NM2127.The modeled gravity was interpolated from observed gravity values.
 NM2127
 NM2127. The following values were computed from the NAD 83(2011) position.
 NM2127
 NM2127;                    North         East     Units Scale Factor Converg.
 NM2127;SPC SD S     -    74,444.665   808,861.990   MT  0.99996957   +1 45 59.8
 NM2127;SPC SD S     -   244,240.54  2,653,741.38   sFT  0.99996957   +1 45 59.8
 NM2127;UTM  14      - 4,758,710.141   600,095.644   MT  0.99972326   +0 50 12.6
 NM2127
 NM2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2127!SPC SD S     -   0.99994013  x   0.99996957  =   0.99990971
 NM2127!UTM  14      -   0.99994013  x   0.99972326  =   0.99966341
 NM2127
 NM2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0009558710(NAD 83)
 NM2127
 NM2127                          SUPERSEDED SURVEY CONTROL
 NM2127
 NM2127  NAD 83(2007)-  42 58 28.07334(N)    097 46 20.90529(W) AD(2002.00) 0
 NM2127  ELLIP H (02/10/07)  381.785  (m)                       GP(2002.00)    
 NM2127  NAD 83(1995)-  42 58 28.07324(N)    097 46 20.90510(W) AD(       ) A
 NM2127  ELLIP H (06/23/03)  381.782  (m)                       GP(       ) 3 1
 NM2127  NAVD 88             407.75   (m)         1337.8    (f) LEVELING    3  
 NM2127
 NM2127.Superseded values are not recommended for survey control.
 NM2127
 NM2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2127.See file dsdata.pdf to determine how the superseded data were derived.
 NM2127
 NM2127_MARKER: Z = SEE DESCRIPTION
 NM2127_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2127_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2127_STAMPING: 50-361.25 1993
 NM2127_MARK LOGO: NGS
 NM2127_PROJECTION: FLUSH
 NM2127_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2127+STABILITY: POSITION/ELEVATION WELL
 NM2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2127+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2127_ROD/PIPE-DEPTH: 6.40 meters
 NM2127_SLEEVE-DEPTH  : 3.00 meters
 NM2127
 NM2127  HISTORY     - Date     Condition        Report By
 NM2127  HISTORY     - 1993     MONUMENTED       SDDT
 NM2127  HISTORY     - 19930919 GOOD             NGS
 NM2127  HISTORY     - 20020610 GOOD             SDDT
 NM2127  HISTORY     - 20120309 GOOD             INDIV
 NM2127
 NM2127                          STATION DESCRIPTION
 NM2127
 NM2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2127'7.5 KM (4.65 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2127'PEARL STREET IN TYNDALL, 562.0 M (1843.8 FT) SOUTHEAST OF MILEPOST
 NM2127'361, 261.0 M (856.3 FT) SOUTHEAST OF THE SOUTHEAST END OF A HIGHWAY
 NM2127'BRIDGE SPANNING SNATCH CREEK, 81.0 M (265.7 FT) SOUTHEAST OF THE
 NM2127'CENTER OF A DRIVEWAY LEADING NORTH TO A FARM, 28.5 M (93.5 FT) NORTH
 NM2127'OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 NM2127'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, AND 0.2 M (0.7
 NM2127'FT) SOUTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 NM2127'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 NM2127'INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM
 NM2127'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2127
 NM2127                          STATION RECOVERY (2002)
 NM2127
 NM2127'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 NM2127'RECOVERED AS DESCRIBED
 NM2127'
 NM2127
 NM2127                          STATION RECOVERY (2012)
 NM2127
 NM2127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2126 ***********************************************************************
 NM2126  DESIGNATION -  50 362.30
 NM2126  PID         -  NM2126
 NM2126  STATE/COUNTY-  SD/BON HOMME
 NM2126  COUNTRY     -  US
 NM2126  USGS QUAD   -  TYNDALL (2017)
 NM2126
 NM2126                         *CURRENT SURVEY CONTROL
 NM2126  ______________________________________________________________________
 NM2126* NAD 83(1986) POSITION- 42 58 12.     (N) 097 45 12.     (W)   SCALED
 NM2126* NAVD 88 ORTHO HEIGHT -   408.876 (meters)     1341.45  (feet) ADJUSTED
 NM2126  ______________________________________________________________________
 NM2126  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 NM2126  DYNAMIC HEIGHT  -        408.749 (meters)     1341.04  (feet) COMP
 NM2126  MODELED GRAVITY -    980,298.2   (mgal)                       NAVD 88
 NM2126
 NM2126  VERT ORDER      -  FIRST     CLASS II
 NM2126
 NM2126.The horizontal coordinates were scaled from a map and have
 NM2126.an estimated accuracy of +/- 6 seconds.
 NM2126
 NM2126.The orthometric height was determined by differential leveling and
 NM2126.adjusted by the NATIONAL GEODETIC SURVEY
 NM2126.in June 1994.
 NM2126
 NM2126.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2126.GEOID18 height accuracy estimate available here.
 NM2126
 NM2126.Click photographs - Photos may exist for this station.
 NM2126
 NM2126.The dynamic height is computed by dividing the NAVD 88
 NM2126.geopotential number by the normal gravity value computed on the
 NM2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2126.degrees latitude (g = 980.6199 gals.).
 NM2126
 NM2126.The modeled gravity was interpolated from observed gravity values.
 NM2126
 NM2126;                    North         East    Units  Estimated Accuracy
 NM2126;SPC SD S     -    74,000.      810,440.      MT  (+/- 180 meters Scaled)
 NM2126
 NM2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN016582(NAD 83)
 NM2126
 NM2126                          SUPERSEDED SURVEY CONTROL
 NM2126
 NM2126.No superseded survey control is available for this station.
 NM2126
 NM2126_MARKER: DB = BENCH MARK DISK
 NM2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2126_STAMPING: 50-362.30 1993
 NM2126_MARK LOGO: SDDT
 NM2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2126+STABILITY: SURFACE MOTION
 NM2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2126+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2126
 NM2126  HISTORY     - Date     Condition        Report By
 NM2126  HISTORY     - 1993     MONUMENTED       SDDT
 NM2126  HISTORY     - 19930919 GOOD             NGS
 NM2126  HISTORY     - 20120309 GOOD             INDIV
 NM2126
 NM2126                          STATION DESCRIPTION
 NM2126
 NM2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2126'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2126'PEARL STREET IN TYNDALL, 544.0 M (1784.8 FT) SOUTHEAST OF MILEPOST
 NM2126'362, 58.0 M (190.3 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 NM2126'25.0 M (82.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 NM2126'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 NM2126'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NM2126'SURFACE.
 NM2126
 NM2126                          STATION RECOVERY (2012)
 NM2126
 NM2126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2125 ***********************************************************************
 NM2125  DESIGNATION -  50 363.10
 NM2125  PID         -  NM2125
 NM2125  STATE/COUNTY-  SD/BON HOMME
 NM2125  COUNTRY     -  US
 NM2125  USGS QUAD   -  TABOR (2017)
 NM2125
 NM2125                         *CURRENT SURVEY CONTROL
 NM2125  ______________________________________________________________________
 NM2125* NAD 83(1986) POSITION- 42 57 59.     (N) 097 44 23.     (W)   SCALED
 NM2125* NAVD 88 ORTHO HEIGHT -   417.112 (meters)     1368.48  (feet) ADJUSTED
 NM2125  ______________________________________________________________________
 NM2125  GEOID HEIGHT    -        -25.958 (meters)                     GEOID18
 NM2125  DYNAMIC HEIGHT  -        416.982 (meters)     1368.05  (feet) COMP
 NM2125  MODELED GRAVITY -    980,298.6   (mgal)                       NAVD 88
 NM2125
 NM2125  VERT ORDER      -  FIRST     CLASS II
 NM2125
 NM2125.The horizontal coordinates were scaled from a map and have
 NM2125.an estimated accuracy of +/- 6 seconds.
 NM2125
 NM2125.The orthometric height was determined by differential leveling and
 NM2125.adjusted by the NATIONAL GEODETIC SURVEY
 NM2125.in June 1994.
 NM2125
 NM2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2125.GEOID18 height accuracy estimate available here.
 NM2125
 NM2125.Click photographs - Photos may exist for this station.
 NM2125
 NM2125.The dynamic height is computed by dividing the NAVD 88
 NM2125.geopotential number by the normal gravity value computed on the
 NM2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2125.degrees latitude (g = 980.6199 gals.).
 NM2125
 NM2125.The modeled gravity was interpolated from observed gravity values.
 NM2125
 NM2125;                    North         East    Units  Estimated Accuracy
 NM2125;SPC SD S     -    73,630.      811,560.      MT  (+/- 180 meters Scaled)
 NM2125
 NM2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN027578(NAD 83)
 NM2125
 NM2125                          SUPERSEDED SURVEY CONTROL
 NM2125
 NM2125.No superseded survey control is available for this station.
 NM2125
 NM2125_MARKER: DB = BENCH MARK DISK
 NM2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2125_STAMPING: 50-363.10 1993
 NM2125_MARK LOGO: SDDT
 NM2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2125+STABILITY: SURFACE MOTION
 NM2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2125+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2125
 NM2125  HISTORY     - Date     Condition        Report By
 NM2125  HISTORY     - 1993     MONUMENTED       SDDT
 NM2125  HISTORY     - 19930919 GOOD             NGS
 NM2125  HISTORY     - 20120309 GOOD             INDIV
 NM2125
 NM2125                          STATION DESCRIPTION
 NM2125
 NM2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2125'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2125'PEARL STREET IN TYNDALL, 110.0 M (360.9 FT) SOUTHEAST OF MILEPOST
 NM2125'363, 26.1 M (85.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 22.0 M
 NM2125'(72.2 FT) SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 20.0 M
 NM2125'(65.6 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 1.0 M
 NM2125'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF
 NM2125'A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 NM2125'GROUND SURFACE.
 NM2125
 NM2125                          STATION RECOVERY (2012)
 NM2125
 NM2125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2124 ***********************************************************************
 NM2124  DESIGNATION -  50 364.20
 NM2124  PID         -  NM2124
 NM2124  STATE/COUNTY-  SD/BON HOMME
 NM2124  COUNTRY     -  US
 NM2124  USGS QUAD   -  TABOR (2017)
 NM2124
 NM2124                         *CURRENT SURVEY CONTROL
 NM2124  ______________________________________________________________________
 NM2124* NAD 83(1986) POSITION- 42 57 39.     (N) 097 43 04.     (W)   SCALED
 NM2124* NAVD 88 ORTHO HEIGHT -   414.704 (meters)     1360.57  (feet) ADJUSTED
 NM2124  ______________________________________________________________________
 NM2124  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 NM2124  DYNAMIC HEIGHT  -        414.575 (meters)     1360.15  (feet) COMP
 NM2124  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 NM2124
 NM2124  VERT ORDER      -  FIRST     CLASS II
 NM2124
 NM2124.The horizontal coordinates were scaled from a map and have
 NM2124.an estimated accuracy of +/- 6 seconds.
 NM2124
 NM2124.The orthometric height was determined by differential leveling and
 NM2124.adjusted by the NATIONAL GEODETIC SURVEY
 NM2124.in June 1994.
 NM2124
 NM2124.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2124.GEOID18 height accuracy estimate available here.
 NM2124
 NM2124.Click photographs - Photos may exist for this station.
 NM2124
 NM2124.The dynamic height is computed by dividing the NAVD 88
 NM2124.geopotential number by the normal gravity value computed on the
 NM2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2124.degrees latitude (g = 980.6199 gals.).
 NM2124
 NM2124.The modeled gravity was interpolated from observed gravity values.
 NM2124
 NM2124;                    North         East    Units  Estimated Accuracy
 NM2124;SPC SD S     -    73,070.      813,370.      MT  (+/- 180 meters Scaled)
 NM2124
 NM2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN045572(NAD 83)
 NM2124
 NM2124                          SUPERSEDED SURVEY CONTROL
 NM2124
 NM2124.No superseded survey control is available for this station.
 NM2124
 NM2124_MARKER: DB = BENCH MARK DISK
 NM2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2124_STAMPING: 50-364.20 1993
 NM2124_MARK LOGO: SDDT
 NM2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2124+STABILITY: SURFACE MOTION
 NM2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2124+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2124
 NM2124  HISTORY     - Date     Condition        Report By
 NM2124  HISTORY     - 1993     MONUMENTED       SDDT
 NM2124  HISTORY     - 19930919 GOOD             NGS
 NM2124  HISTORY     - 20120309 GOOD             INDIV
 NM2124
 NM2124                          STATION DESCRIPTION
 NM2124
 NM2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2124'10.5 KM (6.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2124'OF PEARL STREET IN TYNDALL, 382.0 M (1253.3 FT) SOUTHEAST OF MILEPOST
 NM2124'364, 30.5 M (100.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M
 NM2124'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 NM2124'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 NM2124'GROUND SURFACE.
 NM2124
 NM2124                          STATION RECOVERY (2012)
 NM2124
 NM2124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2123 ***********************************************************************
 NM2123  DESIGNATION -  50 365.25
 NM2123  PID         -  NM2123
 NM2123  STATE/COUNTY-  SD/BON HOMME
 NM2123  COUNTRY     -  US
 NM2123  USGS QUAD   -  TABOR (2017)
 NM2123
 NM2123                         *CURRENT SURVEY CONTROL
 NM2123  ______________________________________________________________________
 NM2123* NAD 83(1986) POSITION- 42 57 22.     (N) 097 41 55.     (W)   SCALED
 NM2123* NAVD 88 ORTHO HEIGHT -   415.236 (meters)     1362.32  (feet) ADJUSTED
 NM2123  ______________________________________________________________________
 NM2123  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 NM2123  DYNAMIC HEIGHT  -        415.108 (meters)     1361.90  (feet) COMP
 NM2123  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 NM2123
 NM2123  VERT ORDER      -  FIRST     CLASS II
 NM2123
 NM2123.The horizontal coordinates were scaled from a map and have
 NM2123.an estimated accuracy of +/- 6 seconds.
 NM2123
 NM2123.The orthometric height was determined by differential leveling and
 NM2123.adjusted by the NATIONAL GEODETIC SURVEY
 NM2123.in June 1994.
 NM2123
 NM2123.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2123.GEOID18 height accuracy estimate available here.
 NM2123
 NM2123.Click photographs - Photos may exist for this station.
 NM2123
 NM2123.The dynamic height is computed by dividing the NAVD 88
 NM2123.geopotential number by the normal gravity value computed on the
 NM2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2123.degrees latitude (g = 980.6199 gals.).
 NM2123
 NM2123.The modeled gravity was interpolated from observed gravity values.
 NM2123
 NM2123;                    North         East    Units  Estimated Accuracy
 NM2123;SPC SD S     -    72,600.      814,950.      MT  (+/- 180 meters Scaled)
 NM2123
 NM2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN061567(NAD 83)
 NM2123
 NM2123                          SUPERSEDED SURVEY CONTROL
 NM2123
 NM2123.No superseded survey control is available for this station.
 NM2123
 NM2123_MARKER: Z = SEE DESCRIPTION
 NM2123_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2123_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2123_STAMPING: 50-365.25 1993
 NM2123_MARK LOGO: NGS
 NM2123_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2123_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2123+STABILITY: POSITION/ELEVATION WELL
 NM2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2123+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2123_ROD/PIPE-DEPTH: 6.4 meters
 NM2123_SLEEVE-DEPTH  : 3.0 meters
 NM2123
 NM2123  HISTORY     - Date     Condition        Report By
 NM2123  HISTORY     - 1993     MONUMENTED       SDDT
 NM2123  HISTORY     - 19930919 GOOD             NGS
 NM2123  HISTORY     - 20120309 GOOD             INDIV
 NM2123
 NM2123                          STATION DESCRIPTION
 NM2123
 NM2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2123'12.1 KM (7.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2123'OF PEARL STREET IN TYNDALL, 358.0 M (1174.5 FT) SOUTHEAST OF MILEPOST
 NM2123'365, 29.8 M (97.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6
 NM2123'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A
 NM2123'METAL GUARD POST, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
 NM2123'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 NM2123'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 NM2123'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM2123'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2123
 NM2123                          STATION RECOVERY (2012)
 NM2123
 NM2123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2122 ***********************************************************************
 NM2122  DESIGNATION -  50 366.10
 NM2122  PID         -  NM2122
 NM2122  STATE/COUNTY-  SD/BON HOMME
 NM2122  COUNTRY     -  US
 NM2122  USGS QUAD   -  TABOR (2017)
 NM2122
 NM2122                         *CURRENT SURVEY CONTROL
 NM2122  ______________________________________________________________________
 NM2122* NAD 83(1986) POSITION- 42 57 06.     (N) 097 40 57.     (W)   SCALED
 NM2122* NAVD 88 ORTHO HEIGHT -   412.679 (meters)     1353.93  (feet) ADJUSTED
 NM2122  ______________________________________________________________________
 NM2122  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 NM2122  DYNAMIC HEIGHT  -        412.551 (meters)     1353.51  (feet) COMP
 NM2122  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 NM2122
 NM2122  VERT ORDER      -  FIRST     CLASS II
 NM2122
 NM2122.The horizontal coordinates were scaled from a map and have
 NM2122.an estimated accuracy of +/- 6 seconds.
 NM2122
 NM2122.The orthometric height was determined by differential leveling and
 NM2122.adjusted by the NATIONAL GEODETIC SURVEY
 NM2122.in June 1994.
 NM2122
 NM2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2122.GEOID18 height accuracy estimate available here.
 NM2122
 NM2122.Click photographs - Photos may exist for this station.
 NM2122
 NM2122.The dynamic height is computed by dividing the NAVD 88
 NM2122.geopotential number by the normal gravity value computed on the
 NM2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2122.degrees latitude (g = 980.6199 gals.).
 NM2122
 NM2122.The modeled gravity was interpolated from observed gravity values.
 NM2122
 NM2122;                    North         East    Units  Estimated Accuracy
 NM2122;SPC SD S     -    72,140.      816,280.      MT  (+/- 180 meters Scaled)
 NM2122
 NM2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN074562(NAD 83)
 NM2122
 NM2122                          SUPERSEDED SURVEY CONTROL
 NM2122
 NM2122.No superseded survey control is available for this station.
 NM2122
 NM2122_MARKER: DB = BENCH MARK DISK
 NM2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2122_STAMPING: 50-366.10 1993
 NM2122_MARK LOGO: SDDT
 NM2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2122+STABILITY: SURFACE MOTION
 NM2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2122+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2122
 NM2122  HISTORY     - Date     Condition        Report By
 NM2122  HISTORY     - 1993     MONUMENTED       SDDT
 NM2122  HISTORY     - 19930919 GOOD             NGS
 NM2122  HISTORY     - 20120309 GOOD             INDIV
 NM2122
 NM2122                          STATION DESCRIPTION
 NM2122
 NM2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2122'13.6 KM (8.45 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2122'OF PEARL STREET IN TYNDALL, 208.0 M (682.4 FT) SOUTHEAST OF MILEPOST
 NM2122'366, 29.7 M (97.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 24.6 M
 NM2122'(80.7 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 17, 1.0 M (3.3
 NM2122'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A
 NM2122'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 NM2122'ABOVE THE GROUND SURFACE.
 NM2122
 NM2122                          STATION RECOVERY (2012)
 NM2122
 NM2122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2121 ***********************************************************************
 NM2121  DESIGNATION -  50 367.15
 NM2121  PID         -  NM2121
 NM2121  STATE/COUNTY-  SD/BON HOMME
 NM2121  COUNTRY     -  US
 NM2121  USGS QUAD   -  TABOR (2017)
 NM2121
 NM2121                         *CURRENT SURVEY CONTROL
 NM2121  ______________________________________________________________________
 NM2121* NAD 83(1986) POSITION- 42 56 36.     (N) 097 39 51.     (W)   SCALED
 NM2121* NAVD 88 ORTHO HEIGHT -   410.144 (meters)     1345.61  (feet) ADJUSTED
 NM2121  ______________________________________________________________________
 NM2121  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 NM2121  DYNAMIC HEIGHT  -        410.016 (meters)     1345.19  (feet) COMP
 NM2121  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 NM2121
 NM2121  VERT ORDER      -  FIRST     CLASS II
 NM2121
 NM2121.The horizontal coordinates were scaled from a map and have
 NM2121.an estimated accuracy of +/- 6 seconds.
 NM2121
 NM2121.The orthometric height was determined by differential leveling and
 NM2121.adjusted by the NATIONAL GEODETIC SURVEY
 NM2121.in June 1994.
 NM2121
 NM2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2121.GEOID18 height accuracy estimate available here.
 NM2121
 NM2121.Click photographs - Photos may exist for this station.
 NM2121
 NM2121.The dynamic height is computed by dividing the NAVD 88
 NM2121.geopotential number by the normal gravity value computed on the
 NM2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2121.degrees latitude (g = 980.6199 gals.).
 NM2121
 NM2121.The modeled gravity was interpolated from observed gravity values.
 NM2121
 NM2121;                    North         East    Units  Estimated Accuracy
 NM2121;SPC SD S     -    71,270.      817,800.      MT  (+/- 180 meters Scaled)
 NM2121
 NM2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN089553(NAD 83)
 NM2121
 NM2121                          SUPERSEDED SURVEY CONTROL
 NM2121
 NM2121.No superseded survey control is available for this station.
 NM2121
 NM2121_MARKER: DB = BENCH MARK DISK
 NM2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2121_STAMPING: 50-367.15 1993
 NM2121_MARK LOGO: SDDT
 NM2121_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2121+STABILITY: SURFACE MOTION
 NM2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2121+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2121
 NM2121  HISTORY     - Date     Condition        Report By
 NM2121  HISTORY     - 1993     MONUMENTED       SDDT
 NM2121  HISTORY     - 19930919 GOOD             NGS
 NM2121  HISTORY     - 20120309 GOOD             INDIV
 NM2121
 NM2121                          STATION DESCRIPTION
 NM2121
 NM2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2121'15.3 KM (9.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2121'OF PEARL STREET IN TYNDALL, 266.0 M (872.7 FT) SOUTHEAST OF MILEPOST
 NM2121'367, 34.7 M (113.8 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 NM2121'LANES OF THE HIGHWAY, 23.0 M (75.5 FT) SOUTHEAST OF THE CENTER OF A
 NM2121'PAVED ROAD LEADING SOUTH, 7.8 M (25.6 FT) SOUTHEAST OF A FENCE
 NM2121'CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 NM2121'NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1
 NM2121'M (0.3 FT) ABOVE THE GROUND SURFACE.
 NM2121
 NM2121                          STATION RECOVERY (2012)
 NM2121
 NM2121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2120 ***********************************************************************
 NM2120  DESIGNATION -  50 368.35
 NM2120  PID         -  NM2120
 NM2120  STATE/COUNTY-  SD/BON HOMME
 NM2120  COUNTRY     -  US
 NM2120  USGS QUAD   -  TABOR (2017)
 NM2120
 NM2120                         *CURRENT SURVEY CONTROL
 NM2120  ______________________________________________________________________
 NM2120* NAD 83(1986) POSITION- 42 55 49.     (N) 097 39 14.     (W)   SCALED
 NM2120* NAVD 88 ORTHO HEIGHT -   424.777 (meters)     1393.62  (feet) ADJUSTED
 NM2120  ______________________________________________________________________
 NM2120  GEOID HEIGHT    -        -25.826 (meters)                     GEOID18
 NM2120  DYNAMIC HEIGHT  -        424.644 (meters)     1393.19  (feet) COMP
 NM2120  MODELED GRAVITY -    980,295.8   (mgal)                       NAVD 88
 NM2120
 NM2120  VERT ORDER      -  FIRST     CLASS II
 NM2120
 NM2120.The horizontal coordinates were scaled from a map and have
 NM2120.an estimated accuracy of +/- 6 seconds.
 NM2120
 NM2120.The orthometric height was determined by differential leveling and
 NM2120.adjusted by the NATIONAL GEODETIC SURVEY
 NM2120.in June 1994.
 NM2120
 NM2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2120.GEOID18 height accuracy estimate available here.
 NM2120
 NM2120.Click photographs - Photos may exist for this station.
 NM2120
 NM2120.The dynamic height is computed by dividing the NAVD 88
 NM2120.geopotential number by the normal gravity value computed on the
 NM2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2120.degrees latitude (g = 980.6199 gals.).
 NM2120
 NM2120.The modeled gravity was interpolated from observed gravity values.
 NM2120
 NM2120;                    North         East    Units  Estimated Accuracy
 NM2120;SPC SD S     -    69,840.      818,690.      MT  (+/- 180 meters Scaled)
 NM2120
 NM2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN098539(NAD 83)
 NM2120
 NM2120                          SUPERSEDED SURVEY CONTROL
 NM2120
 NM2120.No superseded survey control is available for this station.
 NM2120
 NM2120_MARKER: DB = BENCH MARK DISK
 NM2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2120_STAMPING: 50-368.35 1993
 NM2120_MARK LOGO: SDDT
 NM2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2120+STABILITY: SURFACE MOTION
 NM2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2120+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2120
 NM2120  HISTORY     - Date     Condition        Report By
 NM2120  HISTORY     - 1993     MONUMENTED       SDDT
 NM2120  HISTORY     - 19930919 GOOD             NGS
 NM2120  HISTORY     - 20120309 GOOD             INDIV
 NM2120
 NM2120                          STATION DESCRIPTION
 NM2120
 NM2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2120'17.2 KM (10.70 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2120'OF PEARL STREET IN TYNDALL, 588.0 M (1929.1 FT) SOUTH OF MILEPOST
 NM2120'368, 22.7 M (74.5 FT) EAST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT)
 NM2120'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS
 NM2120'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NM2120'SURFACE.
 NM2120
 NM2120                          STATION RECOVERY (2012)
 NM2120
 NM2120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2119 ***********************************************************************
 NM2119  DESIGNATION -  50 369.40
 NM2119  PID         -  NM2119
 NM2119  STATE/COUNTY-  SD/BON HOMME
 NM2119  COUNTRY     -  US
 NM2119  USGS QUAD   -  TABOR (2017)
 NM2119
 NM2119                         *CURRENT SURVEY CONTROL
 NM2119  ______________________________________________________________________
 NM2119* NAD 83(1986) POSITION- 42 54 57.     (N) 097 39 21.     (W)   SCALED
 NM2119* NAVD 88 ORTHO HEIGHT -   426.372 (meters)     1398.86  (feet) ADJUSTED
 NM2119  ______________________________________________________________________
 NM2119  GEOID HEIGHT    -        -25.813 (meters)                     GEOID18
 NM2119  DYNAMIC HEIGHT  -        426.238 (meters)     1398.42  (feet) COMP
 NM2119  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 NM2119
 NM2119  VERT ORDER      -  FIRST     CLASS II
 NM2119
 NM2119.The horizontal coordinates were scaled from a map and have
 NM2119.an estimated accuracy of +/- 6 seconds.
 NM2119
 NM2119.The orthometric height was determined by differential leveling and
 NM2119.adjusted by the NATIONAL GEODETIC SURVEY
 NM2119.in June 1994.
 NM2119
 NM2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2119.GEOID18 height accuracy estimate available here.
 NM2119
 NM2119.Click photographs - Photos may exist for this station.
 NM2119
 NM2119.The dynamic height is computed by dividing the NAVD 88
 NM2119.geopotential number by the normal gravity value computed on the
 NM2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2119.degrees latitude (g = 980.6199 gals.).
 NM2119
 NM2119.The modeled gravity was interpolated from observed gravity values.
 NM2119
 NM2119;                    North         East    Units  Estimated Accuracy
 NM2119;SPC SD S     -    68,240.      818,580.      MT  (+/- 180 meters Scaled)
 NM2119
 NM2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN097523(NAD 83)
 NM2119
 NM2119                          SUPERSEDED SURVEY CONTROL
 NM2119
 NM2119.No superseded survey control is available for this station.
 NM2119
 NM2119_MARKER: DB = BENCH MARK DISK
 NM2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2119_STAMPING: 50-369.40 1993
 NM2119_MARK LOGO: SDDT
 NM2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2119+STABILITY: SURFACE MOTION
 NM2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2119+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2119
 NM2119  HISTORY     - Date     Condition        Report By
 NM2119  HISTORY     - 1993     MONUMENTED       SDDT
 NM2119  HISTORY     - 19930919 GOOD             NGS
 NM2119  HISTORY     - 20120309 GOOD             INDIV
 NM2119
 NM2119                          STATION DESCRIPTION
 NM2119
 NM2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2119'18.8 KM (11.70 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2119'OF PEARL STREET IN TYNDALL, 586.0 M (1922.6 FT) SOUTH OF MILEPOST
 NM2119'369, 22.8 M (74.8 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 NM2119'BELOW THE LEVEL OF THE GRAVELED ROAD, 0.3 M (1.0 FT) WEST OF A
 NM2119'WITNESS POST AND FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE
 NM2119'GROUND SURFACE.
 NM2119
 NM2119                          STATION RECOVERY (2012)
 NM2119
 NM2119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2118 ***********************************************************************
 NM2118  DESIGNATION -  50 370.25
 NM2118  PID         -  NM2118
 NM2118  STATE/COUNTY-  SD/BON HOMME
 NM2118  COUNTRY     -  US
 NM2118  USGS QUAD   -  TABOR (2017)
 NM2118
 NM2118                         *CURRENT SURVEY CONTROL
 NM2118  ______________________________________________________________________
 NM2118* NAD 83(1986) POSITION- 42 54 32.21   (N) 097 38 41.13   (W)   HD_HELD1
 NM2118* NAVD 88 ORTHO HEIGHT -   452.805 (meters)     1485.58  (feet) ADJUSTED
 NM2118  ______________________________________________________________________
 NM2118  GEOID HEIGHT    -        -25.789 (meters)                     GEOID18
 NM2118  DYNAMIC HEIGHT  -        452.662 (meters)     1485.11  (feet) COMP
 NM2118  MODELED GRAVITY -    980,291.7   (mgal)                       NAVD 88
 NM2118
 NM2118  VERT ORDER      -  FIRST     CLASS II
 NM2118
 NM2118.The horizontal coordinates were determined by differentially corrected
 NM2118.hand held GPS observations or other comparable positioning techniques
 NM2118.and have an estimated accuracy of +/- 3 meters.
 NM2118
 NM2118.The orthometric height was determined by differential leveling and
 NM2118.adjusted by the NATIONAL GEODETIC SURVEY
 NM2118.in June 1994.
 NM2118
 NM2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2118.GEOID18 height accuracy estimate available here.
 NM2118
 NM2118.Click photographs - Photos may exist for this station.
 NM2118
 NM2118.The dynamic height is computed by dividing the NAVD 88
 NM2118.geopotential number by the normal gravity value computed on the
 NM2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2118.degrees latitude (g = 980.6199 gals.).
 NM2118
 NM2118.The modeled gravity was interpolated from observed gravity values.
 NM2118
 NM2118;                    North         East    Units  Estimated Accuracy
 NM2118;SPC SD S     -    67,499.4     819,510.4     MT  (+/- 3 meters HH1 GPS) 
 NM2118
 NM2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1062751594(NAD 83)
 NM2118
 NM2118                          SUPERSEDED SURVEY CONTROL
 NM2118
 NM2118.No superseded survey control is available for this station.
 NM2118
 NM2118_MARKER: Z = SEE DESCRIPTION
 NM2118_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2118_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2118_STAMPING: 50-370.25 1993
 NM2118_MARK LOGO: NGS
 NM2118_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2118_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2118+STABILITY: POSITION/ELEVATION WELL
 NM2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2118+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM2118_ROD/PIPE-DEPTH: 6.4 meters
 NM2118_SLEEVE-DEPTH  : 3.0 meters
 NM2118
 NM2118  HISTORY     - Date     Condition        Report By
 NM2118  HISTORY     - 1993     MONUMENTED       SDDT
 NM2118  HISTORY     - 19930919 GOOD             NGS
 NM2118  HISTORY     - 20120309 GOOD             INDIV
 NM2118
 NM2118                          STATION DESCRIPTION
 NM2118
 NM2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2118'20.4 KM (12.65 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2118'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 253.0 M (830.1 FT) WEST OF
 NM2118'MILEPOST 370, 36.8 M (120.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.6
 NM2118'M (67.6 FT) EAST OF A T-FENCE CORNER AND THE CENTER OF 2 FIELD
 NM2118'ENTRANCES, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 NM2118'FT) NORTH OF A METAL GUARD POST, AND 0.2 M (0.7 FT) SOUTH OF A
 NM2118'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 NM2118'BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH
 NM2118'METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 NM2118'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2118
 NM2118                          STATION RECOVERY (2012)
 NM2118
 NM2118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2117 ***********************************************************************
 NM2117  DESIGNATION -  50 371.35
 NM2117  PID         -  NM2117
 NM2117  STATE/COUNTY-  SD/YANKTON
 NM2117  COUNTRY     -  US
 NM2117  USGS QUAD   -  TABOR NE (2017)
 NM2117
 NM2117                         *CURRENT SURVEY CONTROL
 NM2117  ______________________________________________________________________
 NM2117* NAD 83(1986) POSITION- 42 54 30.     (N) 097 37 24.     (W)   SCALED
 NM2117* NAVD 88 ORTHO HEIGHT -   469.529 (meters)     1540.45  (feet) ADJUSTED
 NM2117  ______________________________________________________________________
 NM2117  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 NM2117  DYNAMIC HEIGHT  -        469.382 (meters)     1539.96  (feet) COMP
 NM2117  MODELED GRAVITY -    980,292.2   (mgal)                       NAVD 88
 NM2117
 NM2117  VERT ORDER      -  FIRST     CLASS II
 NM2117
 NM2117.The horizontal coordinates were scaled from a map and have
 NM2117.an estimated accuracy of +/- 6 seconds.
 NM2117
 NM2117.The orthometric height was determined by differential leveling and
 NM2117.adjusted by the NATIONAL GEODETIC SURVEY
 NM2117.in June 1994.
 NM2117
 NM2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2117.GEOID18 height accuracy estimate available here.
 NM2117
 NM2117.Click photographs - Photos may exist for this station.
 NM2117
 NM2117.The dynamic height is computed by dividing the NAVD 88
 NM2117.geopotential number by the normal gravity value computed on the
 NM2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2117.degrees latitude (g = 980.6199 gals.).
 NM2117
 NM2117.The modeled gravity was interpolated from observed gravity values.
 NM2117
 NM2117;                    North         East    Units  Estimated Accuracy
 NM2117;SPC SD S     -    67,490.      821,260.      MT  (+/- 180 meters Scaled)
 NM2117
 NM2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN123515(NAD 83)
 NM2117
 NM2117                          SUPERSEDED SURVEY CONTROL
 NM2117
 NM2117.No superseded survey control is available for this station.
 NM2117
 NM2117_MARKER: DB = BENCH MARK DISK
 NM2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2117_STAMPING: 50-371.35 1993
 NM2117_MARK LOGO: SDDT
 NM2117_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2117+STABILITY: SURFACE MOTION
 NM2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2117+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 NM2117
 NM2117  HISTORY     - Date     Condition        Report By
 NM2117  HISTORY     - 1993     MONUMENTED       SDDT
 NM2117  HISTORY     - 19930919 GOOD             NGS
 NM2117
 NM2117                          STATION DESCRIPTION
 NM2117
 NM2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2117'18.5 KM (11.50 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2117'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 518.0 M (1699.5 FT) EAST OF
 NM2117'MILEPOST 371, 23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M
 NM2117'(16.4 FT) EAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 4.0 M
 NM2117'(13.1 FT) WEST OF THE WEST END OF A BRACED FENCE POST, 1.4 M (4.6 FT)
 NM2117'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 NM2117'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2116 ***********************************************************************
 NM2116  DESIGNATION -  50 372.15
 NM2116  PID         -  NM2116
 NM2116  STATE/COUNTY-  SD/YANKTON
 NM2116  COUNTRY     -  US
 NM2116  USGS QUAD   -  TABOR NE (2017)
 NM2116
 NM2116                         *CURRENT SURVEY CONTROL
 NM2116  ______________________________________________________________________
 NM2116* NAD 83(1986) POSITION- 42 54 30.     (N) 097 36 23.     (W)   SCALED
 NM2116* NAVD 88 ORTHO HEIGHT -   484.176 (meters)     1588.50  (feet) ADJUSTED
 NM2116  ______________________________________________________________________
 NM2116  GEOID HEIGHT    -        -25.731 (meters)                     GEOID18
 NM2116  DYNAMIC HEIGHT  -        484.026 (meters)     1588.01  (feet) COMP
 NM2116  MODELED GRAVITY -    980,295.1   (mgal)                       NAVD 88
 NM2116
 NM2116  VERT ORDER      -  FIRST     CLASS II
 NM2116
 NM2116.The horizontal coordinates were scaled from a map and have
 NM2116.an estimated accuracy of +/- 6 seconds.
 NM2116
 NM2116.The orthometric height was determined by differential leveling and
 NM2116.adjusted by the NATIONAL GEODETIC SURVEY
 NM2116.in June 1994.
 NM2116
 NM2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2116.GEOID18 height accuracy estimate available here.
 NM2116
 NM2116.Click photographs - Photos may exist for this station.
 NM2116
 NM2116.The dynamic height is computed by dividing the NAVD 88
 NM2116.geopotential number by the normal gravity value computed on the
 NM2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2116.degrees latitude (g = 980.6199 gals.).
 NM2116
 NM2116.The modeled gravity was interpolated from observed gravity values.
 NM2116
 NM2116;                    North         East    Units  Estimated Accuracy
 NM2116;SPC SD S     -    67,530.      822,640.      MT  (+/- 180 meters Scaled)
 NM2116
 NM2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN137515(NAD 83)
 NM2116
 NM2116                          SUPERSEDED SURVEY CONTROL
 NM2116
 NM2116.No superseded survey control is available for this station.
 NM2116
 NM2116_MARKER: DB = BENCH MARK DISK
 NM2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2116_STAMPING: 50-372.15 1993
 NM2116_MARK LOGO: SDDT
 NM2116_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2116+STABILITY: SURFACE MOTION
 NM2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2116+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM2116
 NM2116  HISTORY     - Date     Condition        Report By
 NM2116  HISTORY     - 1993     MONUMENTED       SDDT
 NM2116  HISTORY     - 19930919 GOOD             NGS
 NM2116  HISTORY     - 20120319 GOOD             INDIV
 NM2116
 NM2116                          STATION DESCRIPTION
 NM2116
 NM2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2116'17.2 KM (10.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2116'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 261.0 M (856.3 FT) EAST OF
 NM2116'MILEPOST 372, 23.2 M (76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.9 M
 NM2116'(19.4 FT) WEST OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 1.4 M (4.6
 NM2116'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 NM2116'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 NM2116'SURFACE.
 NM2116
 NM2116                          STATION RECOVERY (2012)
 NM2116
 NM2116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2115 ***********************************************************************
 NM2115  DESIGNATION -  50 373.20
 NM2115  PID         -  NM2115
 NM2115  STATE/COUNTY-  SD/YANKTON
 NM2115  COUNTRY     -  US
 NM2115  USGS QUAD   -  TABOR NE (2017)
 NM2115
 NM2115                         *CURRENT SURVEY CONTROL
 NM2115  ______________________________________________________________________
 NM2115* NAD 83(1986) POSITION- 42 54 31.     (N) 097 35 10.     (W)   SCALED
 NM2115* NAVD 88 ORTHO HEIGHT -   487.883 (meters)     1600.66  (feet) ADJUSTED
 NM2115  ______________________________________________________________________
 NM2115  GEOID HEIGHT    -        -25.705 (meters)                     GEOID18
 NM2115  DYNAMIC HEIGHT  -        487.733 (meters)     1600.17  (feet) COMP
 NM2115  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 NM2115
 NM2115  VERT ORDER      -  FIRST     CLASS II
 NM2115
 NM2115.The horizontal coordinates were scaled from a map and have
 NM2115.an estimated accuracy of +/- 6 seconds.
 NM2115
 NM2115.The orthometric height was determined by differential leveling and
 NM2115.adjusted by the NATIONAL GEODETIC SURVEY
 NM2115.in June 1994.
 NM2115
 NM2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2115.GEOID18 height accuracy estimate available here.
 NM2115
 NM2115.Click photographs - Photos may exist for this station.
 NM2115
 NM2115.The dynamic height is computed by dividing the NAVD 88
 NM2115.geopotential number by the normal gravity value computed on the
 NM2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2115.degrees latitude (g = 980.6199 gals.).
 NM2115
 NM2115.The modeled gravity was interpolated from observed gravity values.
 NM2115
 NM2115;                    North         East    Units  Estimated Accuracy
 NM2115;SPC SD S     -    67,620.      824,300.      MT  (+/- 180 meters Scaled)
 NM2115
 NM2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN154516(NAD 83)
 NM2115
 NM2115                          SUPERSEDED SURVEY CONTROL
 NM2115
 NM2115.No superseded survey control is available for this station.
 NM2115
 NM2115_MARKER: DB = BENCH MARK DISK
 NM2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2115_STAMPING: 50-373.20 1993
 NM2115_MARK LOGO: SDDT
 NM2115_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2115+STABILITY: SURFACE MOTION
 NM2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2115+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM2115
 NM2115  HISTORY     - Date     Condition        Report By
 NM2115  HISTORY     - 1993     MONUMENTED       SDDT
 NM2115  HISTORY     - 19930919 GOOD             NGS
 NM2115  HISTORY     - 20120319 GOOD             INDIV
 NM2115
 NM2115                          STATION DESCRIPTION
 NM2115
 NM2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2115'16.4 KM (10.20 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2115'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 272.0 M (892.4 FT) EAST OF
 NM2115'MILEPOST 373, 22.8 M (74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M
 NM2115'(16.4 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.4 M (4.6 FT)
 NM2115'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 NM2115'POST AND T-FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NM2115'SURFACE.
 NM2115
 NM2115                          STATION RECOVERY (2012)
 NM2115
 NM2115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2114 ***********************************************************************
 NM2114  DESIGNATION -  50 374.00
 NM2114  PID         -  NM2114
 NM2114  STATE/COUNTY-  SD/YANKTON
 NM2114  COUNTRY     -  US
 NM2114  USGS QUAD   -  TABOR NE (2017)
 NM2114
 NM2114                         *CURRENT SURVEY CONTROL
 NM2114  ______________________________________________________________________
 NM2114* NAD 83(1986) POSITION- 42 54 32.15   (N) 097 34 15.20   (W)   HD_HELD1
 NM2114* NAVD 88 ORTHO HEIGHT -   492.014 (meters)     1614.22  (feet) ADJUSTED
 NM2114  ______________________________________________________________________
 NM2114  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 NM2114  DYNAMIC HEIGHT  -        491.864 (meters)     1613.72  (feet) COMP
 NM2114  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 NM2114
 NM2114  VERT ORDER      -  FIRST     CLASS II
 NM2114
 NM2114.The horizontal coordinates were determined by differentially corrected
 NM2114.hand held GPS observations or other comparable positioning techniques
 NM2114.and have an estimated accuracy of +/- 3 meters.
 NM2114
 NM2114.The orthometric height was determined by differential leveling and
 NM2114.adjusted by the NATIONAL GEODETIC SURVEY
 NM2114.in June 1994.
 NM2114
 NM2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2114.GEOID18 height accuracy estimate available here.
 NM2114
 NM2114.Click photographs - Photos may exist for this station.
 NM2114
 NM2114.The dynamic height is computed by dividing the NAVD 88
 NM2114.geopotential number by the normal gravity value computed on the
 NM2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2114.degrees latitude (g = 980.6199 gals.).
 NM2114
 NM2114.The modeled gravity was interpolated from observed gravity values.
 NM2114
 NM2114;                    North         East    Units  Estimated Accuracy
 NM2114;SPC SD S     -    67,695.4     825,539.3     MT  (+/- 3 meters HH1 GPS) 
 NM2114
 NM2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1665751692(NAD 83)
 NM2114
 NM2114                          SUPERSEDED SURVEY CONTROL
 NM2114
 NM2114.No superseded survey control is available for this station.
 NM2114
 NM2114_MARKER: Z = SEE DESCRIPTION
 NM2114_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2114_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2114_STAMPING: 50-374.00 1993
 NM2114_MARK LOGO: NGS
 NM2114_PROJECTION: PROJECTING 10 CENTIMETERS
 NM2114_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2114+STABILITY: POSITION/ELEVATION WELL
 NM2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2114+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM2114_ROD/PIPE-DEPTH: 6.4 meters
 NM2114_SLEEVE-DEPTH  : 3.0 meters
 NM2114
 NM2114  HISTORY     - Date     Condition        Report By
 NM2114  HISTORY     - 1993     MONUMENTED       SDDT
 NM2114  HISTORY     - 19930919 GOOD             NGS
 NM2114  HISTORY     - 20120319 GOOD             INDIV
 NM2114
 NM2114                          STATION DESCRIPTION
 NM2114
 NM2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2114'15.2 KM (9.45 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2114'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 46.8 M (153.5 FT) NORTH OF
 NM2114'MILEPOST 374, 34.5 M (113.2 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 NM2114'CENTERLINE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND T-FENCE
 NM2114'CORNER, AND 0.2 M (0.7 FT) NORTH OF A METAL GUARD POST.  NOTE--THE
 NM2114'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 NM2114'ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.
 NM2114'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 NM2114'THROUGH A 4-INCH PVC CAP.
 NM2114
 NM2114                          STATION RECOVERY (2012)
 NM2114
 NM2114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2109 ***********************************************************************
 NM2109  DESIGNATION -  50 375.30
 NM2109  PID         -  NM2109
 NM2109  STATE/COUNTY-  SD/YANKTON
 NM2109  COUNTRY     -  US
 NM2109  USGS QUAD   -  TABOR NE (2017)
 NM2109
 NM2109                         *CURRENT SURVEY CONTROL
 NM2109  ______________________________________________________________________
 NM2109* NAD 83(1986) POSITION- 42 54 30.     (N) 097 32 44.     (W)   SCALED
 NM2109* NAVD 88 ORTHO HEIGHT -   471.138 (meters)     1545.73  (feet) ADJUSTED
 NM2109  ______________________________________________________________________
 NM2109  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 NM2109  DYNAMIC HEIGHT  -        470.994 (meters)     1545.25  (feet) COMP
 NM2109  MODELED GRAVITY -    980,301.4   (mgal)                       NAVD 88
 NM2109
 NM2109  VERT ORDER      -  FIRST     CLASS II
 NM2109
 NM2109.The horizontal coordinates were scaled from a map and have
 NM2109.an estimated accuracy of +/- 6 seconds.
 NM2109
 NM2109.The orthometric height was determined by differential leveling and
 NM2109.adjusted by the NATIONAL GEODETIC SURVEY
 NM2109.in June 1994.
 NM2109
 NM2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2109.GEOID18 height accuracy estimate available here.
 NM2109
 NM2109.Click photographs - Photos may exist for this station.
 NM2109
 NM2109.The dynamic height is computed by dividing the NAVD 88
 NM2109.geopotential number by the normal gravity value computed on the
 NM2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2109.degrees latitude (g = 980.6199 gals.).
 NM2109
 NM2109.The modeled gravity was interpolated from observed gravity values.
 NM2109
 NM2109;                    North         East    Units  Estimated Accuracy
 NM2109;SPC SD S     -    67,700.      827,610.      MT  (+/- 180 meters Scaled)
 NM2109
 NM2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN187516(NAD 83)
 NM2109
 NM2109                          SUPERSEDED SURVEY CONTROL
 NM2109
 NM2109.No superseded survey control is available for this station.
 NM2109
 NM2109_MARKER: DB = BENCH MARK DISK
 NM2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2109_STAMPING: 50-375.30 1993
 NM2109_MARK LOGO: SDDT
 NM2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2109+STABILITY: SURFACE MOTION
 NM2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2109+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2109
 NM2109  HISTORY     - Date     Condition        Report By
 NM2109  HISTORY     - 1993     MONUMENTED       SDDT
 NM2109  HISTORY     - 19930908 GOOD             NGS
 NM2109  HISTORY     - 20120320 GOOD             INDIV
 NM2109
 NM2109                          STATION DESCRIPTION
 NM2109
 NM2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2109'12.2 KM (7.60 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2109'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 522.0 M (1712.6 FT) EAST OF
 NM2109'MILEPOST 375, 23.0 M (75.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.9 M
 NM2109'(16.1 FT) EAST OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.7 M (2.3
 NM2109'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 NM2109'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 NM2109'SURFACE.
 NM2109
 NM2109                          STATION RECOVERY (2012)
 NM2109
 NM2109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2108 ***********************************************************************
 NM2108  DESIGNATION -  50 376.40
 NM2108  PID         -  NM2108
 NM2108  STATE/COUNTY-  SD/YANKTON
 NM2108  COUNTRY     -  US
 NM2108  USGS QUAD   -  TABOR NE (2017)
 NM2108
 NM2108                         *CURRENT SURVEY CONTROL
 NM2108  ______________________________________________________________________
 NM2108* NAD 83(1986) POSITION- 42 54 30.     (N) 097 31 24.     (W)   SCALED
 NM2108* NAVD 88 ORTHO HEIGHT -   465.518 (meters)     1527.29  (feet) ADJUSTED
 NM2108  ______________________________________________________________________
 NM2108  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 NM2108  DYNAMIC HEIGHT  -        465.376 (meters)     1526.82  (feet) COMP
 NM2108  MODELED GRAVITY -    980,302.2   (mgal)                       NAVD 88
 NM2108
 NM2108  VERT ORDER      -  FIRST     CLASS II
 NM2108
 NM2108.The horizontal coordinates were scaled from a map and have
 NM2108.an estimated accuracy of +/- 6 seconds.
 NM2108
 NM2108.The orthometric height was determined by differential leveling and
 NM2108.adjusted by the NATIONAL GEODETIC SURVEY
 NM2108.in June 1994.
 NM2108
 NM2108.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2108.GEOID18 height accuracy estimate available here.
 NM2108
 NM2108.Click photographs - Photos may exist for this station.
 NM2108
 NM2108.The dynamic height is computed by dividing the NAVD 88
 NM2108.geopotential number by the normal gravity value computed on the
 NM2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2108.degrees latitude (g = 980.6199 gals.).
 NM2108
 NM2108.The modeled gravity was interpolated from observed gravity values.
 NM2108
 NM2108;                    North         East    Units  Estimated Accuracy
 NM2108;SPC SD S     -    67,760.      829,420.      MT  (+/- 180 meters Scaled)
 NM2108
 NM2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN205516(NAD 83)
 NM2108
 NM2108                          SUPERSEDED SURVEY CONTROL
 NM2108
 NM2108.No superseded survey control is available for this station.
 NM2108
 NM2108_MARKER: DB = BENCH MARK DISK
 NM2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2108_STAMPING: 50-376.40 1993
 NM2108_MARK LOGO: SDDT
 NM2108_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2108+STABILITY: SURFACE MOTION
 NM2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2108+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2108
 NM2108  HISTORY     - Date     Condition        Report By
 NM2108  HISTORY     - 1993     MONUMENTED       SDDT
 NM2108  HISTORY     - 19930908 GOOD             NGS
 NM2108  HISTORY     - 20120320 GOOD             INDIV
 NM2108
 NM2108                          STATION DESCRIPTION
 NM2108
 NM2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2108'10.5 KM (6.50 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2108'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 670.0 M (2198.2 FT) EAST OF
 NM2108'MILEPOST 376, 22.4 M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 21.4
 NM2108'M (70.2 FT) WEST OF A RIGHT-OF-WAY MARKER, 2.7 M (8.9 FT) EAST OF AN
 NM2108'UNDERGROUND CABLE WARNING SIGN, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 NM2108'HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 NM2108'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 NM2108
 NM2108                          STATION RECOVERY (2012)
 NM2108
 NM2108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2107 ***********************************************************************
 NM2107  DESIGNATION -  50 377.55
 NM2107  PID         -  NM2107
 NM2107  STATE/COUNTY-  SD/YANKTON
 NM2107  COUNTRY     -  US
 NM2107  USGS QUAD   -  TABOR NE (2017)
 NM2107
 NM2107                         *CURRENT SURVEY CONTROL
 NM2107  ______________________________________________________________________
 NM2107* NAD 83(1986) POSITION- 42 54 30.     (N) 097 30 07.     (W)   SCALED
 NM2107* NAVD 88 ORTHO HEIGHT -   456.013 (meters)     1496.10  (feet) ADJUSTED
 NM2107  ______________________________________________________________________
 NM2107  GEOID HEIGHT    -        -25.636 (meters)                     GEOID18
 NM2107  DYNAMIC HEIGHT  -        455.875 (meters)     1495.65  (feet) COMP
 NM2107  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 NM2107
 NM2107  VERT ORDER      -  FIRST     CLASS II
 NM2107
 NM2107.The horizontal coordinates were scaled from a map and have
 NM2107.an estimated accuracy of +/- 6 seconds.
 NM2107
 NM2107.The orthometric height was determined by differential leveling and
 NM2107.adjusted by the NATIONAL GEODETIC SURVEY
 NM2107.in June 1994.
 NM2107
 NM2107.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2107.GEOID18 height accuracy estimate available here.
 NM2107
 NM2107.Click photographs - Photos may exist for this station.
 NM2107
 NM2107.The dynamic height is computed by dividing the NAVD 88
 NM2107.geopotential number by the normal gravity value computed on the
 NM2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2107.degrees latitude (g = 980.6199 gals.).
 NM2107
 NM2107.The modeled gravity was interpolated from observed gravity values.
 NM2107
 NM2107;                    North         East    Units  Estimated Accuracy
 NM2107;SPC SD S     -    67,820.      831,170.      MT  (+/- 180 meters Scaled)
 NM2107
 NM2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN222517(NAD 83)
 NM2107
 NM2107                          SUPERSEDED SURVEY CONTROL
 NM2107
 NM2107.No superseded survey control is available for this station.
 NM2107
 NM2107_MARKER: DB = BENCH MARK DISK
 NM2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2107_STAMPING: 50-377.55 1993
 NM2107_MARK LOGO: SDDT
 NM2107_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2107+STABILITY: SURFACE MOTION
 NM2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2107+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2107
 NM2107  HISTORY     - Date     Condition        Report By
 NM2107  HISTORY     - 1993     MONUMENTED       SDDT
 NM2107  HISTORY     - 19930908 GOOD             NGS
 NM2107  HISTORY     - 20120320 GOOD             INDIV
 NM2107
 NM2107                          STATION DESCRIPTION
 NM2107
 NM2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2107'8.6 KM (5.35 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2107'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 769.0 M (2523.0 FT) WEST OF
 NM2107'MILEPOST 378, 520.0 M (1706.0 FT) WEST OF THE CENTER OF A PAVED ROAD
 NM2107'LEADING SOUTH TO THE GAVINS POINT DAM, 22.4 M (73.5 FT) NORTH OF THE
 NM2107'HIGHWAY CENTERLINE, 18.0 M (59.1 FT) EAST OF THE CENTER OF A FIELD
 NM2107'ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 NM2107'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1
 NM2107'M (0.3 FT) ABOVE THE GROUND SURFACE.
 NM2107
 NM2107                          STATION RECOVERY (2012)
 NM2107
 NM2107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1116 ***********************************************************************
 OR1116  DESIGNATION -  50 377.70
 OR1116  PID         -  OR1116
 OR1116  STATE/COUNTY-  SD/CHARLES MIX
 OR1116  COUNTRY     -  US
 OR1116  USGS QUAD   -  DANTE (2017)
 OR1116
 OR1116                         *CURRENT SURVEY CONTROL
 OR1116  ______________________________________________________________________
 OR1116* NAD 83(1986) POSITION- 43 04 56.     (N) 098 07 38.     (W)   SCALED
 OR1116* NAVD 88 ORTHO HEIGHT -   510.413 (meters)     1674.58  (feet) ADJUSTED
 OR1116  ______________________________________________________________________
 OR1116  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 OR1116  DYNAMIC HEIGHT  -        510.239 (meters)     1674.01  (feet) COMP
 OR1116  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OR1116
 OR1116  VERT ORDER      -  FIRST     CLASS II
 OR1116
 OR1116.The horizontal coordinates were scaled from a map and have
 OR1116.an estimated accuracy of +/- 6 seconds.
 OR1116
 OR1116.The orthometric height was determined by differential leveling and
 OR1116.adjusted by the NATIONAL GEODETIC SURVEY
 OR1116.in June 1994.
 OR1116
 OR1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1116.GEOID18 height accuracy estimate available here.
 OR1116
 OR1116.Click photographs - Photos may exist for this station.
 OR1116
 OR1116.The dynamic height is computed by dividing the NAVD 88
 OR1116.geopotential number by the normal gravity value computed on the
 OR1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1116.degrees latitude (g = 980.6199 gals.).
 OR1116
 OR1116.The modeled gravity was interpolated from observed gravity values.
 OR1116
 OR1116;                    North         East    Units  Estimated Accuracy
 OR1116;SPC SD S     -    85,580.      779,620.      MT  (+/- 180 meters Scaled)
 OR1116
 OR1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN710703(NAD 83)
 OR1116
 OR1116                          SUPERSEDED SURVEY CONTROL
 OR1116
 OR1116.No superseded survey control is available for this station.
 OR1116
 OR1116_MARKER: Z = SEE DESCRIPTION
 OR1116_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OR1116_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OR1116_STAMPING: 50-377.70 1993
 OR1116_MARK LOGO: NGS
 OR1116_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1116_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1116+STABILITY: POSITION/ELEVATION WELL
 OR1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1116+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 OR1116_ROD/PIPE-DEPTH: 6.4 meters
 OR1116_SLEEVE-DEPTH  : 3.0 meters
 OR1116
 OR1116  HISTORY     - Date     Condition        Report By
 OR1116  HISTORY     - 1993     MONUMENTED       SDDT
 OR1116  HISTORY     - 19930919 GOOD             NGS
 OR1116  HISTORY     - 20120324 GOOD             INDIV
 OR1116
 OR1116                          STATION DESCRIPTION
 OR1116
 OR1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1116'13.7 KM (8.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR1116'OF MAIN AVENUE IN WAGNER, 84.6 M (277.6 FT) SOUTH OF THE CENTERLINE
 OR1116'OF STATE HIGHWAY 46, 33.0 M (108.3 FT) EAST OF THE HIGHWAY
 OR1116'CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OR1116'FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) EAST OF A
 OR1116'STEEL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 OR1116'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL
 OR1116'PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS
 OR1116'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE.
 OR1116
 OR1116                          STATION RECOVERY (2012)
 OR1116
 OR1116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2103 ***********************************************************************
 NM2103  DESIGNATION -  50 378.35
 NM2103  PID         -  NM2103
 NM2103  STATE/COUNTY-  SD/YANKTON
 NM2103  COUNTRY     -  US
 NM2103  USGS QUAD   -  YANKTON (2017)
 NM2103
 NM2103                         *CURRENT SURVEY CONTROL
 NM2103  ______________________________________________________________________
 NM2103* NAD 83(1986) POSITION- 42 54 31.     (N) 097 29 09.     (W)   SCALED
 NM2103* NAVD 88 ORTHO HEIGHT -   443.252 (meters)     1454.24  (feet) ADJUSTED
 NM2103  ______________________________________________________________________
 NM2103  GEOID HEIGHT    -        -25.630 (meters)                     GEOID18
 NM2103  DYNAMIC HEIGHT  -        443.120 (meters)     1453.80  (feet) COMP
 NM2103  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 NM2103
 NM2103  VERT ORDER      -  FIRST     CLASS II
 NM2103
 NM2103.The horizontal coordinates were scaled from a map and have
 NM2103.an estimated accuracy of +/- 6 seconds.
 NM2103
 NM2103.The orthometric height was determined by differential leveling and
 NM2103.adjusted by the NATIONAL GEODETIC SURVEY
 NM2103.in June 1994.
 NM2103
 NM2103.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2103.GEOID18 height accuracy estimate available here.
 NM2103
 NM2103.Click photographs - Photos may exist for this station.
 NM2103
 NM2103.The dynamic height is computed by dividing the NAVD 88
 NM2103.geopotential number by the normal gravity value computed on the
 NM2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2103.degrees latitude (g = 980.6199 gals.).
 NM2103
 NM2103.The modeled gravity was interpolated from observed gravity values.
 NM2103
 NM2103;                    North         East    Units  Estimated Accuracy
 NM2103;SPC SD S     -    67,890.      832,480.      MT  (+/- 180 meters Scaled)
 NM2103
 NM2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN236517(NAD 83)
 NM2103
 NM2103                          SUPERSEDED SURVEY CONTROL
 NM2103
 NM2103.No superseded survey control is available for this station.
 NM2103
 NM2103_MARKER: DB = BENCH MARK DISK
 NM2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2103_STAMPING: 50-378.35 1993
 NM2103_MARK LOGO: SDDT
 NM2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2103+STABILITY: SURFACE MOTION
 NM2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2103+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2103
 NM2103  HISTORY     - Date     Condition        Report By
 NM2103  HISTORY     - 1993     MONUMENTED       SDDT
 NM2103  HISTORY     - 19930908 GOOD             NGS
 NM2103  HISTORY     - 20120320 GOOD             INDIV
 NM2103
 NM2103                          STATION DESCRIPTION
 NM2103
 NM2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2103'7.3 KM (4.55 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2103'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 21.7 M (71.2 FT) NORTH OF
 NM2103'THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) NORTHEAST OF A FENCE CORNER,
 NM2103'3.8 M (12.5 FT) EAST OF A FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 NM2103'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 NM2103'IS FLUSH WITH THE GROUND SURFACE.
 NM2103
 NM2103                          STATION RECOVERY (2012)
 NM2103
 NM2103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2102 ***********************************************************************
 NM2102  DESIGNATION -  50 379.30
 NM2102  PID         -  NM2102
 NM2102  STATE/COUNTY-  SD/YANKTON
 NM2102  COUNTRY     -  US
 NM2102  USGS QUAD   -  YANKTON (2017)
 NM2102
 NM2102                         *CURRENT SURVEY CONTROL
 NM2102  ______________________________________________________________________
 NM2102* NAD 83(1986) POSITION- 42 54 31.     (N) 097 27 58.     (W)   SCALED
 NM2102* NAVD 88 ORTHO HEIGHT -   423.036 (meters)     1387.91  (feet) ADJUSTED
 NM2102  ______________________________________________________________________
 NM2102  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 NM2102  DYNAMIC HEIGHT  -        422.911 (meters)     1387.50  (feet) COMP
 NM2102  MODELED GRAVITY -    980,313.0   (mgal)                       NAVD 88
 NM2102
 NM2102  VERT ORDER      -  FIRST     CLASS II
 NM2102
 NM2102.The horizontal coordinates were scaled from a map and have
 NM2102.an estimated accuracy of +/- 6 seconds.
 NM2102
 NM2102.The orthometric height was determined by differential leveling and
 NM2102.adjusted by the NATIONAL GEODETIC SURVEY
 NM2102.in June 1994.
 NM2102
 NM2102.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2102.GEOID18 height accuracy estimate available here.
 NM2102
 NM2102.Click photographs - Photos may exist for this station.
 NM2102
 NM2102.The dynamic height is computed by dividing the NAVD 88
 NM2102.geopotential number by the normal gravity value computed on the
 NM2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2102.degrees latitude (g = 980.6199 gals.).
 NM2102
 NM2102.The modeled gravity was interpolated from observed gravity values.
 NM2102
 NM2102;                    North         East    Units  Estimated Accuracy
 NM2102;SPC SD S     -    67,950.      834,090.      MT  (+/- 180 meters Scaled)
 NM2102
 NM2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN252518(NAD 83)
 NM2102
 NM2102                          SUPERSEDED SURVEY CONTROL
 NM2102
 NM2102.No superseded survey control is available for this station.
 NM2102
 NM2102_MARKER: Z = SEE DESCRIPTION
 NM2102_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2102_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2102_STAMPING: 50-379.30 1993
 NM2102_MARK LOGO: NGS
 NM2102_PROJECTION: PROJECTING 10 CENTIMETERS
 NM2102_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2102+STABILITY: POSITION/ELEVATION WELL
 NM2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2102+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2102_ROD/PIPE-DEPTH: 6.4 meters
 NM2102_SLEEVE-DEPTH  : 3.0 meters
 NM2102
 NM2102  HISTORY     - Date     Condition        Report By
 NM2102  HISTORY     - 1993     MONUMENTED       SDDT
 NM2102  HISTORY     - 19930908 GOOD             NGS
 NM2102  HISTORY     - 20120320 GOOD             INDIV
 NM2102
 NM2102                          STATION DESCRIPTION
 NM2102
 NM2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2102'5.6 KM (3.45 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2102'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 38.7 M (127.0 FT) EAST OF
 NM2102'THE CENTER OF A DRIVEWAY LEADING NORTH TO A LARGE METAL BUILDING,
 NM2102'22.2 M (72.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT)
 NM2102'SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.4 M
 NM2102'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A
 NM2102'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP ATTACHED TO A 1-1/2
 NM2102'INCH METAL PIPE ENCASED IN A 4-INCH PIPE SLEEVE.  ACCESS TO THE DATUM
 NM2102'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2102
 NM2102                          STATION RECOVERY (2012)
 NM2102
 NM2102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2101 ***********************************************************************
 NM2101  DESIGNATION -  50 380.30
 NM2101  PID         -  NM2101
 NM2101  STATE/COUNTY-  SD/YANKTON
 NM2101  COUNTRY     -  US
 NM2101  USGS QUAD   -  YANKTON (2017)
 NM2101
 NM2101                         *CURRENT SURVEY CONTROL
 NM2101  ______________________________________________________________________
 NM2101* NAD 83(1986) POSITION- 42 54 31.     (N) 097 26 44.     (W)   SCALED
 NM2101* NAVD 88 ORTHO HEIGHT -   413.021 (meters)     1355.05  (feet) ADJUSTED
 NM2101  ______________________________________________________________________
 NM2101  GEOID HEIGHT    -        -25.623 (meters)                     GEOID18
 NM2101  DYNAMIC HEIGHT  -        412.900 (meters)     1354.66  (feet) COMP
 NM2101  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 NM2101
 NM2101  VERT ORDER      -  FIRST     CLASS II
 NM2101
 NM2101.The horizontal coordinates were scaled from a map and have
 NM2101.an estimated accuracy of +/- 6 seconds.
 NM2101
 NM2101.The orthometric height was determined by differential leveling and
 NM2101.adjusted by the NATIONAL GEODETIC SURVEY
 NM2101.in June 1994.
 NM2101
 NM2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2101.GEOID18 height accuracy estimate available here.
 NM2101
 NM2101.Click photographs - Photos may exist for this station.
 NM2101
 NM2101.The dynamic height is computed by dividing the NAVD 88
 NM2101.geopotential number by the normal gravity value computed on the
 NM2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2101.degrees latitude (g = 980.6199 gals.).
 NM2101
 NM2101.The modeled gravity was interpolated from observed gravity values.
 NM2101
 NM2101;                    North         East    Units  Estimated Accuracy
 NM2101;SPC SD S     -    68,010.      835,770.      MT  (+/- 180 meters Scaled)
 NM2101
 NM2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN268518(NAD 83)
 NM2101
 NM2101                          SUPERSEDED SURVEY CONTROL
 NM2101
 NM2101.No superseded survey control is available for this station.
 NM2101
 NM2101_MARKER: DB = BENCH MARK DISK
 NM2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2101_STAMPING: 50-380.30 1993
 NM2101_MARK LOGO: SDDT
 NM2101_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2101+STABILITY: SURFACE MOTION
 NM2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2101+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2101
 NM2101  HISTORY     - Date     Condition        Report By
 NM2101  HISTORY     - 1993     MONUMENTED       SDDT
 NM2101  HISTORY     - 19930908 GOOD             NGS
 NM2101  HISTORY     - 20120321 POOR             INDIV
 NM2101
 NM2101                          STATION DESCRIPTION
 NM2101
 NM2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2101'4.0 KM (2.50 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2101'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 26.3 M (86.3 FT) NORTH OF
 NM2101'THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) EAST OF THE CENTER OF A
 NM2101'DRIVEWAY, 4.9 M (16.1 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX,
 NM2101'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH
 NM2101'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 NM2101'ABOVE THE GROUND SURFACE.
 NM2101
 NM2101                          STATION RECOVERY (2012)
 NM2101
 NM2101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2101'DAMAGED MONUMENT IS ABOVE THE GROUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2100 ***********************************************************************
 NM2100  DESIGNATION -  50 381.30
 NM2100  PID         -  NM2100
 NM2100  STATE/COUNTY-  SD/YANKTON
 NM2100  COUNTRY     -  US
 NM2100  USGS QUAD   -  YANKTON (2017)
 NM2100
 NM2100                         *CURRENT SURVEY CONTROL
 NM2100  ______________________________________________________________________
 NM2100* NAD 83(1986) POSITION- 42 54 31.     (N) 097 25 33.     (W)   SCALED
 NM2100* NAVD 88 ORTHO HEIGHT -   391.195 (meters)     1283.45  (feet) ADJUSTED
 NM2100  ______________________________________________________________________
 NM2100  GEOID HEIGHT    -        -25.623 (meters)                     GEOID18
 NM2100  DYNAMIC HEIGHT  -        391.081 (meters)     1283.07  (feet) COMP
 NM2100  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 NM2100
 NM2100  VERT ORDER      -  FIRST     CLASS II
 NM2100
 NM2100.The horizontal coordinates were scaled from a map and have
 NM2100.an estimated accuracy of +/- 6 seconds.
 NM2100
 NM2100.The orthometric height was determined by differential leveling and
 NM2100.adjusted by the NATIONAL GEODETIC SURVEY
 NM2100.in June 1994.
 NM2100
 NM2100.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2100.GEOID18 height accuracy estimate available here.
 NM2100
 NM2100.Click photographs - Photos may exist for this station.
 NM2100
 NM2100.The dynamic height is computed by dividing the NAVD 88
 NM2100.geopotential number by the normal gravity value computed on the
 NM2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2100.degrees latitude (g = 980.6199 gals.).
 NM2100
 NM2100.The modeled gravity was interpolated from observed gravity values.
 NM2100
 NM2100;                    North         East    Units  Estimated Accuracy
 NM2100;SPC SD S     -    68,060.      837,380.      MT  (+/- 180 meters Scaled)
 NM2100
 NM2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN284518(NAD 83)
 NM2100
 NM2100                          SUPERSEDED SURVEY CONTROL
 NM2100
 NM2100.No superseded survey control is available for this station.
 NM2100
 NM2100_MARKER: DB = BENCH MARK DISK
 NM2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2100_STAMPING: 50-381.30 1993
 NM2100_MARK LOGO: SDDT
 NM2100_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2100+STABILITY: SURFACE MOTION
 NM2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2100+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 NM2100
 NM2100  HISTORY     - Date     Condition        Report By
 NM2100  HISTORY     - 1993     MONUMENTED       SDDT
 NM2100  HISTORY     - 19930908 GOOD             NGS
 NM2100  HISTORY     - 20120321 GOOD             INDIV
 NM2100
 NM2100                          STATION DESCRIPTION
 NM2100
 NM2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2100'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2100'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 634.0 M (2080.0 FT) WEST OF
 NM2100'MILEPOST 381, 36.6 M (120.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.7
 NM2100'M (61.4 FT) NORTHEAST OF A UTILITY POLE, 9.7 M (31.8 FT) EAST OF THE
 NM2100'CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) WEST OF AN UNDERGROUND CABLE
 NM2100'JUNCTION BOX, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 NM2100'(0.7 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 NM2100'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 NM2100
 NM2100                          STATION RECOVERY (2012)
 NM2100
 NM2100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2099 ***********************************************************************
 NM2099  CBN         -  This is a Cooperative Base Network Control Station.
 NM2099  DESIGNATION -  50 381.80
 NM2099  PID         -  NM2099
 NM2099  STATE/COUNTY-  SD/YANKTON
 NM2099  COUNTRY     -  US
 NM2099  USGS QUAD   -  YANKTON (2017)
 NM2099
 NM2099                         *CURRENT SURVEY CONTROL
 NM2099  ______________________________________________________________________
 NM2099* NAD 83(2011) POSITION- 42 54 33.15989(N) 097 25 02.35785(W)   ADJUSTED
 NM2099* NAD 83(2011) ELLIP HT-   362.168 (meters)        (06/27/12)   ADJUSTED
 NM2099* NAD 83(2011) EPOCH   -  2010.00
 NM2099* NAVD 88 ORTHO HEIGHT -   387.793 (meters)     1272.28  (feet) ADJUSTED
 NM2099  ______________________________________________________________________
 NM2099  GEOID HEIGHT    -        -25.623 (meters)                     GEOID18
 NM2099  NAD 83(2011) X  -   -604,049.126 (meters)                     COMP
 NM2099  NAD 83(2011) Y  - -4,639,937.505 (meters)                     COMP
 NM2099  NAD 83(2011) Z  -  4,320,366.523 (meters)                     COMP
 NM2099  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 NM2099  DYNAMIC HEIGHT  -        387.680 (meters)     1271.91  (feet) COMP
 NM2099  MODELED GRAVITY -    980,318.5   (mgal)                       NAVD 88
 NM2099
 NM2099  VERT ORDER      -  FIRST     CLASS II
 NM2099
 NM2099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2099  Standards:
 NM2099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2099  -------------------------------------------------------------------
 NM2099  NETWORK    0.77   1.65           0.34   0.29   0.84     -0.06431258
 NM2099  -------------------------------------------------------------------
 NM2099  Click here for local accuracies and other accuracy information.
 NM2099
 NM2099.The horizontal coordinates were established by GPS observations
 NM2099.and adjusted by the National Geodetic Survey in June 2012.
 NM2099
 NM2099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2099.been affixed to the stable North American tectonic plate. See 
 NM2099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2099
 NM2099.The horizontal coordinates are valid at the epoch date displayed above
 NM2099.which is a decimal equivalence of Year/Month/Day.
 NM2099
 NM2099.The orthometric height was determined by differential leveling and
 NM2099.adjusted by the NATIONAL GEODETIC SURVEY
 NM2099.in June 1994.
 NM2099
 NM2099.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2099.GEOID18 height accuracy estimate available here.
 NM2099
 NM2099.Click photographs - Photos may exist for this station.
 NM2099
 NM2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2099
 NM2099.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2099
 NM2099.The ellipsoidal height was determined by GPS observations
 NM2099.and is referenced to NAD 83.
 NM2099
 NM2099.The dynamic height is computed by dividing the NAVD 88
 NM2099.geopotential number by the normal gravity value computed on the
 NM2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2099.degrees latitude (g = 980.6199 gals.).
 NM2099
 NM2099.The modeled gravity was interpolated from observed gravity values.
 NM2099
 NM2099. The following values were computed from the NAD 83(2011) position.
 NM2099
 NM2099;                    North         East     Units Scale Factor Converg.
 NM2099;SPC SD S     -    68,155.184   838,071.208   MT  0.99998290   +2 00 41.8
 NM2099;SPC SD S     -   223,605.80  2,749,571.95   sFT  0.99998290   +2 00 41.8
 NM2099;UTM  14      - 4,751,947.929   629,192.502   MT  0.99980533   +1 04 39.7
 NM2099
 NM2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2099!SPC SD S     -   0.99994321  x   0.99998290  =   0.99992611
 NM2099!UTM  14      -   0.99994321  x   0.99980533  =   0.99974855
 NM2099
 NM2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2919251947(NAD 83)
 NM2099
 NM2099                          SUPERSEDED SURVEY CONTROL
 NM2099
 NM2099  NAD 83(2007)-  42 54 33.15989(N)    097 25 02.35876(W) AD(2002.00) 0
 NM2099  ELLIP H (02/10/07)  362.197  (m)                       GP(2002.00)    
 NM2099  NAD 83(1995)-  42 54 33.15978(N)    097 25 02.35854(W) AD(       ) A
 NM2099  ELLIP H (06/23/03)  362.196  (m)                       GP(       ) 3 1
 NM2099  NAVD 88             387.79   (m)         1272.3    (f) LEVELING    3  
 NM2099
 NM2099.Superseded values are not recommended for survey control.
 NM2099
 NM2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2099.See file dsdata.pdf to determine how the superseded data were derived.
 NM2099
 NM2099_MARKER: Z = SEE DESCRIPTION
 NM2099_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM2099_STAMPING: 50-381.80 1993
 NM2099_MARK LOGO: NGS
 NM2099_PROJECTION: FLUSH
 NM2099_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2099+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 NM2099_ROD/PIPE-DEPTH: 6.40 meters
 NM2099_SLEEVE-DEPTH  : 3.00 meters
 NM2099
 NM2099  HISTORY     - Date     Condition        Report By
 NM2099  HISTORY     - 1993     MONUMENTED       SDDT
 NM2099  HISTORY     - 19930908 GOOD             NGS
 NM2099  HISTORY     - 20020611 GOOD             SDDT
 NM2099  HISTORY     - 20080826 GOOD             SDDT
 NM2099  HISTORY     - 20120321 GOOD             INDIV
 NM2099  HISTORY     - 20130613 GOOD             SDDENR
 NM2099
 NM2099                          STATION DESCRIPTION
 NM2099
 NM2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2099'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2099'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 144.0 M (472.4 FT) EAST OF
 NM2099'MILEPOST 381, 38.7 M (127.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.4
 NM2099'M (37.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT)
 NM2099'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 NM2099'POST, AND 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST.  NOTE--THE
 NM2099'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 NM2099'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE
 NM2099'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 NM2099'THEN THROUGH A 4-INCH PVC CAP.
 NM2099
 NM2099                          STATION RECOVERY (2002)
 NM2099
 NM2099'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 NM2099'DESCRIBED BY SDDOT 2002
 NM2099'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2099'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 38.7 M (127.0 FT) NORTH OF THE
 NM2099'HIGHWAY CENTERLINE,
 NM2099'11.4M (37.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9
 NM2099'FT)BELOW THE LEVEL OF THE
 NM2099'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT)
 NM2099'NORTH OF A METAL GUARD
 NM2099'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 NM2099'IRON PIPE CAP
 NM2099'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE
 NM2099'SLEEVE.  ACCESS TO THE
 NM2099'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 NM2099'CAP.
 NM2099'
 NM2099
 NM2099                          STATION RECOVERY (2008)
 NM2099
 NM2099'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 NM2099'RECOVERED AS DESCRIBED
 NM2099
 NM2099                          STATION RECOVERY (2012)
 NM2099
 NM2099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2099'RECOVERED IN GOOD CONDITION.
 NM2099
 NM2099                          STATION RECOVERY (2013)
 NM2099
 NM2099'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 NM2099'ON ON THE WEST SIDE OF 439 AVE/W. CITY LIMITS RD (DIRT ROAD BETWEEN SD
 NM2099'DOT DRIVEWAY AND RR CROSSING), ABOUT 80 FT NORTH OF THE INTERSECTION
 NM2099'WITH SOUTH DAKOTA HWY 50.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2098 ***********************************************************************
 NM2098  DESIGNATION -  50 382.10
 NM2098  PID         -  NM2098
 NM2098  STATE/COUNTY-  SD/YANKTON
 NM2098  COUNTRY     -  US
 NM2098  USGS QUAD   -  YANKTON (2017)
 NM2098
 NM2098                         *CURRENT SURVEY CONTROL
 NM2098  ______________________________________________________________________
 NM2098* NAD 83(1986) POSITION- 42 54 32.     (N) 097 24 30.     (W)   SCALED
 NM2098* NAVD 88 ORTHO HEIGHT -   391.787 (meters)     1285.39  (feet) ADJUSTED
 NM2098  ______________________________________________________________________
 NM2098  GEOID HEIGHT    -        -25.623 (meters)                     GEOID18
 NM2098  DYNAMIC HEIGHT  -        391.674 (meters)     1285.02  (feet) COMP
 NM2098  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 NM2098
 NM2098  VERT ORDER      -  FIRST     CLASS II
 NM2098
 NM2098.The horizontal coordinates were scaled from a map and have
 NM2098.an estimated accuracy of +/- 6 seconds.
 NM2098
 NM2098.The orthometric height was determined by differential leveling and
 NM2098.adjusted by the NATIONAL GEODETIC SURVEY
 NM2098.in June 1994.
 NM2098
 NM2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2098.GEOID18 height accuracy estimate available here.
 NM2098
 NM2098.Click photographs - Photos may exist for this station.
 NM2098
 NM2098.The dynamic height is computed by dividing the NAVD 88
 NM2098.geopotential number by the normal gravity value computed on the
 NM2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2098.degrees latitude (g = 980.6199 gals.).
 NM2098
 NM2098.The modeled gravity was interpolated from observed gravity values.
 NM2098
 NM2098;                    North         East    Units  Estimated Accuracy
 NM2098;SPC SD S     -    68,150.      838,810.      MT  (+/- 180 meters Scaled)
 NM2098
 NM2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN299519(NAD 83)
 NM2098
 NM2098                          SUPERSEDED SURVEY CONTROL
 NM2098
 NM2098.No superseded survey control is available for this station.
 NM2098
 NM2098_MARKER: DB = BENCH MARK DISK
 NM2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2098_STAMPING: 50-382.10 1993
 NM2098_MARK LOGO: SDDT
 NM2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2098+STABILITY: SURFACE MOTION
 NM2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2098+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 NM2098
 NM2098  HISTORY     - Date     Condition        Report By
 NM2098  HISTORY     - 1993     MONUMENTED       SDDT
 NM2098  HISTORY     - 19930908 GOOD             NGS
 NM2098  HISTORY     - 20120321 GOOD             INDIV
 NM2098
 NM2098                          STATION DESCRIPTION
 NM2098
 NM2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2098'0.9 KM (0.55 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2098'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 241.0 M (790.7 FT) EAST OF
 NM2098'MILEPOST 382, 62.0 M (203.4 FT) WEST OF THE CENTER OF AN ENTRANCE
 NM2098'INTO A CEMETERY, 55.0 M (180.4 FT) WEST OF UNDERGROUND CABLE JUNCTION
 NM2098'BOX NUMBER N3W1S6, 20.7 M (67.9 FT) NORTH OF THE HIGHWAY CENTERLINE,
 NM2098'0.5 M (1.6 FT) SOUTHWEST OF A BRACED FENCE POST, 0.3 M (1.0 FT) SOUTH
 NM2098'OF A WITNESS POST AND FENCE, 0.3 ABOVE THE LEVEL OF THE HIGHWAY, AND
 NM2098'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2098
 NM2098                          STATION RECOVERY (2012)
 NM2098
 NM2098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2084 ***********************************************************************
 NM2084  DESIGNATION -  50 384.70
 NM2084  PID         -  NM2084
 NM2084  STATE/COUNTY-  SD/YANKTON
 NM2084  COUNTRY     -  US
 NM2084  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM2084
 NM2084                         *CURRENT SURVEY CONTROL
 NM2084  ______________________________________________________________________
 NM2084* NAD 83(1986) POSITION- 42 52 23.     (N) 097 22 49.     (W)   SCALED
 NM2084* NAVD 88 ORTHO HEIGHT -   360.896 (meters)     1184.04  (feet) ADJUSTED
 NM2084  ______________________________________________________________________
 NM2084  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 NM2084  DYNAMIC HEIGHT  -        360.794 (meters)     1183.71  (feet) COMP
 NM2084  MODELED GRAVITY -    980,326.3   (mgal)                       NAVD 88
 NM2084
 NM2084  VERT ORDER      -  FIRST     CLASS II
 NM2084
 NM2084.The horizontal coordinates were scaled from a map and have
 NM2084.an estimated accuracy of +/- 6 seconds.
 NM2084
 NM2084.The orthometric height was determined by differential leveling and
 NM2084.adjusted by the NATIONAL GEODETIC SURVEY
 NM2084.in June 1994.
 NM2084
 NM2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2084.GEOID18 height accuracy estimate available here.
 NM2084
 NM2084.Click photographs - Photos may exist for this station.
 NM2084
 NM2084.The dynamic height is computed by dividing the NAVD 88
 NM2084.geopotential number by the normal gravity value computed on the
 NM2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2084.degrees latitude (g = 980.6199 gals.).
 NM2084
 NM2084.The modeled gravity was interpolated from observed gravity values.
 NM2084
 NM2084;                    North         East    Units  Estimated Accuracy
 NM2084;SPC SD S     -    64,250.      841,240.      MT  (+/- 180 meters Scaled)
 NM2084
 NM2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN322479(NAD 83)
 NM2084
 NM2084                          SUPERSEDED SURVEY CONTROL
 NM2084
 NM2084.No superseded survey control is available for this station.
 NM2084
 NM2084_MARKER: Z = SEE DESCRIPTION
 NM2084_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2084_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2084_STAMPING: 50-384.70 1993
 NM2084_MARK LOGO: NGS
 NM2084_PROJECTION: FLUSH
 NM2084_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2084+STABILITY: POSITION/ELEVATION WELL
 NM2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2084+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2084_ROD/PIPE-DEPTH: 6.4 meters
 NM2084_SLEEVE-DEPTH  : 3.0 meters
 NM2084
 NM2084  HISTORY     - Date     Condition        Report By
 NM2084  HISTORY     - 1993     MONUMENTED       SDDT
 NM2084  HISTORY     - 19930908 GOOD             NGS
 NM2084  HISTORY     - 20120323 GOOD             INDIV
 NM2084
 NM2084                          STATION DESCRIPTION
 NM2084
 NM2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2084'IN YANKTON, AT THE INTERSECTION OF STATE HIGHWAY 50 AND MARNE CREEK,
 NM2084'10.0 M (32.8 FT) NORTHWEST OF AND LEVEL WITH THE WESTBOUND LANES OF
 NM2084'THE HIGHWAY, 8.5 M (27.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 NM2084'HIGHWAY BRIDGE SPANNING THE CREEK, 6.2 M (20.3 FT) NORTH OF UTILITY
 NM2084'LIGHT POLE NUMBER 2058S, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST,
 NM2084'AND 0.3 M (1.0 FT) NORTHWEST OF A STEEL GUARD POST.  NOTE--THE DATUM
 NM2084'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 NM2084'ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE SLEEVE.
 NM2084'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 NM2084'THROUGH A 4-INCH PVC CAP.
 NM2084
 NM2084                          STATION RECOVERY (2012)
 NM2084
 NM2084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2080 ***********************************************************************
 NM2080  DESIGNATION -  50 386.50
 NM2080  PID         -  NM2080
 NM2080  STATE/COUNTY-  SD/YANKTON
 NM2080  COUNTRY     -  US
 NM2080  USGS QUAD   -  MISSION HILL (2017)
 NM2080
 NM2080                         *CURRENT SURVEY CONTROL
 NM2080  ______________________________________________________________________
 NM2080* NAD 83(1986) POSITION- 42 52 49.     (N) 097 20 58.     (W)   SCALED
 NM2080* NAVD 88 ORTHO HEIGHT -   356.918 (meters)     1170.99  (feet) ADJUSTED
 NM2080  ______________________________________________________________________
 NM2080  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM2080  DYNAMIC HEIGHT  -        356.816 (meters)     1170.65  (feet) COMP
 NM2080  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 NM2080
 NM2080  VERT ORDER      -  FIRST     CLASS II
 NM2080
 NM2080.The horizontal coordinates were scaled from a map and have
 NM2080.an estimated accuracy of +/- 6 seconds.
 NM2080
 NM2080.The orthometric height was determined by differential leveling and
 NM2080.adjusted by the NATIONAL GEODETIC SURVEY
 NM2080.in June 1994.
 NM2080
 NM2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2080.GEOID18 height accuracy estimate available here.
 NM2080
 NM2080.Click photographs - Photos may exist for this station.
 NM2080
 NM2080.The dynamic height is computed by dividing the NAVD 88
 NM2080.geopotential number by the normal gravity value computed on the
 NM2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2080.degrees latitude (g = 980.6199 gals.).
 NM2080
 NM2080.The modeled gravity was interpolated from observed gravity values.
 NM2080
 NM2080;                    North         East    Units  Estimated Accuracy
 NM2080;SPC SD S     -    65,140.      843,730.      MT  (+/- 180 meters Scaled)
 NM2080
 NM2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN347488(NAD 83)
 NM2080
 NM2080                          SUPERSEDED SURVEY CONTROL
 NM2080
 NM2080.No superseded survey control is available for this station.
 NM2080
 NM2080_MARKER: DB = BENCH MARK DISK
 NM2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2080_STAMPING: 50-386.50 1993
 NM2080_MARK LOGO: SDDT
 NM2080_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2080+STABILITY: SURFACE MOTION
 NM2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2080+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2080
 NM2080  HISTORY     - Date     Condition        Report By
 NM2080  HISTORY     - 1993     MONUMENTED       SDDT
 NM2080  HISTORY     - 19930908 GOOD             NGS
 NM2080  HISTORY     - 20120322 GOOD             INDIV
 NM2080
 NM2080                          STATION DESCRIPTION
 NM2080
 NM2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2080'3.9 KM (2.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2080'IN YANKTON, 21.0 M (68.9 FT) NORTH OF AND LEVEL WITH THE CENTERLINE
 NM2080'OF THE WESTBOUND LANES OF THE HIGHWAY, 20.9 M (68.6 FT) EAST OF THE
 NM2080'CENTER OF A DRIVEWAY LEADING TO THE KANED PIPE LINE COMPANY AND TANK
 NM2080'FARM, 13.2 M (43.3 FT) SOUTHEAST OF A FENCE CORNER, 5.3 M (17.4 FT)
 NM2080'SOUTH OF A FENCE, 4.0 M (13.1 FT) WEST OF THE CENTER OF A FIELD
 NM2080'ENTRANCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 NM2080'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2080
 NM2080                          STATION RECOVERY (2012)
 NM2080
 NM2080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2079 ***********************************************************************
 NM2079  DESIGNATION -  50 387.55
 NM2079  PID         -  NM2079
 NM2079  STATE/COUNTY-  SD/YANKTON
 NM2079  COUNTRY     -  US
 NM2079  USGS QUAD   -  MISSION HILL (2017)
 NM2079
 NM2079                         *CURRENT SURVEY CONTROL
 NM2079  ______________________________________________________________________
 NM2079* NAD 83(1986) POSITION- 42 52 50.     (N) 097 19 46.     (W)   SCALED
 NM2079* NAVD 88 ORTHO HEIGHT -   356.798 (meters)     1170.59  (feet) ADJUSTED
 NM2079  ______________________________________________________________________
 NM2079  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2079  DYNAMIC HEIGHT  -        356.696 (meters)     1170.26  (feet) COMP
 NM2079  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM2079
 NM2079  VERT ORDER      -  FIRST     CLASS II
 NM2079
 NM2079.The horizontal coordinates were scaled from a map and have
 NM2079.an estimated accuracy of +/- 6 seconds.
 NM2079
 NM2079.The orthometric height was determined by differential leveling and
 NM2079.adjusted by the NATIONAL GEODETIC SURVEY
 NM2079.in June 1994.
 NM2079
 NM2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2079.GEOID18 height accuracy estimate available here.
 NM2079
 NM2079.Click photographs - Photos may exist for this station.
 NM2079
 NM2079.The dynamic height is computed by dividing the NAVD 88
 NM2079.geopotential number by the normal gravity value computed on the
 NM2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2079.degrees latitude (g = 980.6199 gals.).
 NM2079
 NM2079.The modeled gravity was interpolated from observed gravity values.
 NM2079
 NM2079;                    North         East    Units  Estimated Accuracy
 NM2079;SPC SD S     -    65,230.      845,360.      MT  (+/- 180 meters Scaled)
 NM2079
 NM2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN364489(NAD 83)
 NM2079
 NM2079                          SUPERSEDED SURVEY CONTROL
 NM2079
 NM2079.No superseded survey control is available for this station.
 NM2079
 NM2079_MARKER: DB = BENCH MARK DISK
 NM2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2079_STAMPING: 50-387.55 1977
 NM2079_MARK LOGO: SDDT
 NM2079_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2079+STABILITY: SURFACE MOTION
 NM2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2079+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2079
 NM2079  HISTORY     - Date     Condition        Report By
 NM2079  HISTORY     - 1977     MONUMENTED       SDDT
 NM2079  HISTORY     - 19930908 GOOD             NGS
 NM2079
 NM2079                          STATION DESCRIPTION
 NM2079
 NM2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2079'5.7 KM (3.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2079'IN YANKTON, 48.5 M (159.1 FT) WEST OF THE MOST WESTERLY DRIVEWAY
 NM2079'LEADING TO THE EAST WINDS MOBILE HOME PARK, 26.0 M (85.3 FT) NORTH OF
 NM2079'AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 NM2079'9.9 M (32.5 FT) WEST OF THE SOUTHWEST CORNER OF AN UNDERGROUND CABLE
 NM2079'JUNCTION BOX, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 NM2079'MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2045 ***********************************************************************
 NM2045  DESIGNATION -  50 388.60
 NM2045  PID         -  NM2045
 NM2045  STATE/COUNTY-  SD/YANKTON
 NM2045  COUNTRY     -  US
 NM2045  USGS QUAD   -  MISSION HILL (2017)
 NM2045
 NM2045                         *CURRENT SURVEY CONTROL
 NM2045  ______________________________________________________________________
 NM2045* NAD 83(1986) POSITION- 42 52 49.     (N) 097 18 30.     (W)   SCALED
 NM2045* NAVD 88 ORTHO HEIGHT -   356.370 (meters)     1169.19  (feet) ADJUSTED
 NM2045  ______________________________________________________________________
 NM2045  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2045  DYNAMIC HEIGHT  -        356.268 (meters)     1168.86  (feet) COMP
 NM2045  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM2045
 NM2045  VERT ORDER      -  FIRST     CLASS II
 NM2045
 NM2045.The horizontal coordinates were scaled from a map and have
 NM2045.an estimated accuracy of +/- 6 seconds.
 NM2045
 NM2045.The orthometric height was determined by differential leveling and
 NM2045.adjusted by the NATIONAL GEODETIC SURVEY
 NM2045.in June 1994.
 NM2045
 NM2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2045.GEOID18 height accuracy estimate available here.
 NM2045
 NM2045.Click photographs - Photos may exist for this station.
 NM2045
 NM2045.The dynamic height is computed by dividing the NAVD 88
 NM2045.geopotential number by the normal gravity value computed on the
 NM2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2045.degrees latitude (g = 980.6199 gals.).
 NM2045
 NM2045.The modeled gravity was interpolated from observed gravity values.
 NM2045
 NM2045;                    North         East    Units  Estimated Accuracy
 NM2045;SPC SD S     -    65,260.      847,080.      MT  (+/- 180 meters Scaled)
 NM2045
 NM2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN381489(NAD 83)
 NM2045
 NM2045                          SUPERSEDED SURVEY CONTROL
 NM2045
 NM2045.No superseded survey control is available for this station.
 NM2045
 NM2045_MARKER: DB = BENCH MARK DISK
 NM2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2045_STAMPING: 50-388.60 1993
 NM2045_MARK LOGO: SDDT
 NM2045_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2045+STABILITY: SURFACE MOTION
 NM2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2045+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2045
 NM2045  HISTORY     - Date     Condition        Report By
 NM2045  HISTORY     - 1993     MONUMENTED       SDDT
 NM2045  HISTORY     - 19931025 GOOD             NGS
 NM2045  HISTORY     - 20120322 GOOD             INDIV
 NM2045
 NM2045                          STATION DESCRIPTION
 NM2045
 NM2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2045'7.2 KM (4.45 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2045'IN YANKTON, 1.0 KM (0.60 MI) EAST OF MILEPOST 388, 155.0 M (508.5 FT)
 NM2045'NORTHWEST OF BENCH MARK 50-388.70, 31.7 M (104.0 FT) NORTH OF THE
 NM2045'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT)
 NM2045'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 NM2045'POST AND FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 NM2045'GROUND SURFACE.
 NM2045
 NM2045                          STATION RECOVERY (2012)
 NM2045
 NM2045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2078 ***********************************************************************
 NM2078  DESIGNATION -  50 388.70
 NM2078  PID         -  NM2078
 NM2078  STATE/COUNTY-  SD/YANKTON
 NM2078  COUNTRY     -  US
 NM2078  USGS QUAD   -  MISSION HILL (2017)
 NM2078
 NM2078                         *CURRENT SURVEY CONTROL
 NM2078  ______________________________________________________________________
 NM2078* NAD 83(1986) POSITION- 42 52 49.     (N) 097 18 19.     (W)   SCALED
 NM2078* NAVD 88 ORTHO HEIGHT -   356.241 (meters)     1168.77  (feet) ADJUSTED
 NM2078  ______________________________________________________________________
 NM2078  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2078  DYNAMIC HEIGHT  -        356.139 (meters)     1168.43  (feet) COMP
 NM2078  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM2078
 NM2078  VERT ORDER      -  FIRST     CLASS II
 NM2078
 NM2078.The horizontal coordinates were scaled from a map and have
 NM2078.an estimated accuracy of +/- 6 seconds.
 NM2078
 NM2078.The orthometric height was determined by differential leveling and
 NM2078.adjusted by the NATIONAL GEODETIC SURVEY
 NM2078.in June 1994.
 NM2078
 NM2078.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2078.GEOID18 height accuracy estimate available here.
 NM2078
 NM2078.Click photographs - Photos may exist for this station.
 NM2078
 NM2078.The dynamic height is computed by dividing the NAVD 88
 NM2078.geopotential number by the normal gravity value computed on the
 NM2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2078.degrees latitude (g = 980.6199 gals.).
 NM2078
 NM2078.The modeled gravity was interpolated from observed gravity values.
 NM2078
 NM2078;                    North         East    Units  Estimated Accuracy
 NM2078;SPC SD S     -    65,270.      847,330.      MT  (+/- 180 meters Scaled)
 NM2078
 NM2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN384489(NAD 83)
 NM2078
 NM2078                          SUPERSEDED SURVEY CONTROL
 NM2078
 NM2078.No superseded survey control is available for this station.
 NM2078
 NM2078_MARKER: DB = BENCH MARK DISK
 NM2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2078_STAMPING: 50-388.70 1993
 NM2078_MARK LOGO: SDDT
 NM2078_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2078+STABILITY: SURFACE MOTION
 NM2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2078+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2078
 NM2078  HISTORY     - Date     Condition        Report By
 NM2078  HISTORY     - 1993     MONUMENTED       SDDT
 NM2078  HISTORY     - 19930908 GOOD             NGS
 NM2078  HISTORY     - 20120322 GOOD             INDIV
 NM2078
 NM2078                          STATION DESCRIPTION
 NM2078
 NM2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2078'7.4 KM (4.60 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2078'IN YANKTON, 31.4 M (103.0 FT) SOUTH OF THE CENTERLINE OF THE
 NM2078'EASTBOUND LANES OF THE HIGHWAY, 18.4 M (60.4 FT) EAST OF THE CENTER
 NM2078'OF A DRIVEWAY LEADING TO A FARM HOUSE, 1.2 M (3.9 FT) BELOW THE LEVEL
 NM2078'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND
 NM2078'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2078
 NM2078                          STATION RECOVERY (2012)
 NM2078
 NM2078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2077 ***********************************************************************
 NM2077  DESIGNATION -  50 389.54
 NM2077  PID         -  NM2077
 NM2077  STATE/COUNTY-  SD/YANKTON
 NM2077  COUNTRY     -  US
 NM2077  USGS QUAD   -  MISSION HILL (2017)
 NM2077
 NM2077                         *CURRENT SURVEY CONTROL
 NM2077  ______________________________________________________________________
 NM2077* NAD 83(1986) POSITION- 42 52 50.0    (N) 097 17 19.3    (W)   HD_HELD2
 NM2077* NAVD 88 ORTHO HEIGHT -   356.144 (meters)     1168.45  (feet) ADJUSTED
 NM2077  ______________________________________________________________________
 NM2077  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2077  DYNAMIC HEIGHT  -        356.042 (meters)     1168.11  (feet) COMP
 NM2077  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM2077
 NM2077  VERT ORDER      -  FIRST     CLASS II
 NM2077
 NM2077.The horizontal coordinates were established by autonomous hand held GPS
 NM2077.observations and have an estimated accuracy of +/- 10 meters.
 NM2077
 NM2077.The orthometric height was determined by differential leveling and
 NM2077.adjusted by the NATIONAL GEODETIC SURVEY
 NM2077.in June 1994.
 NM2077
 NM2077.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2077.GEOID18 height accuracy estimate available here.
 NM2077
 NM2077.Click photographs - Photos may exist for this station.
 NM2077
 NM2077.The dynamic height is computed by dividing the NAVD 88
 NM2077.geopotential number by the normal gravity value computed on the
 NM2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2077.degrees latitude (g = 980.6199 gals.).
 NM2077
 NM2077.The modeled gravity was interpolated from observed gravity values.
 NM2077
 NM2077;                    North         East    Units  Estimated Accuracy
 NM2077;SPC SD S     -    65,351.      848,685.      MT  (+/- 10 meters HH2 GPS)
 NM2077
 NM2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3975748971(NAD 83)
 NM2077
 NM2077                          SUPERSEDED SURVEY CONTROL
 NM2077
 NM2077.No superseded survey control is available for this station.
 NM2077
 NM2077_MARKER: DB = BENCH MARK DISK
 NM2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2077_STAMPING: 50-389.54 1977
 NM2077_MARK LOGO: SDDT
 NM2077_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2077+STABILITY: SURFACE MOTION
 NM2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2077+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2011
 NM2077
 NM2077  HISTORY     - Date     Condition        Report By
 NM2077  HISTORY     - 1977     MONUMENTED       SDDT
 NM2077  HISTORY     - 19930908 GOOD             NGS
 NM2077  HISTORY     - 20111120 GOOD             GEOCAC
 NM2077
 NM2077                          STATION DESCRIPTION
 NM2077
 NM2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2077'8.9 KM (5.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2077'IN YANKTON, 31.7 M (104.0 FT) NORTH OF THE CENTERLINE OF THE
 NM2077'WESTBOUND LANES OF THE HIGHWAY, 7.3 M (24.0 FT) EAST OF THE EAST GATE
 NM2077'POST OF A FIELD ENTRANCE, 2.9 M (9.5 FT) WEST OF UNDERGROUND CABLE
 NM2077'JUNCTION BOX NUMBER N1E6S6, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 NM2077'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 NM2077'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 NM2077
 NM2077                          STATION RECOVERY (2011)
 NM2077
 NM2077'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 NM2077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2076 ***********************************************************************
 NM2076  DESIGNATION -  50 390.05
 NM2076  PID         -  NM2076
 NM2076  STATE/COUNTY-  SD/YANKTON
 NM2076  COUNTRY     -  US
 NM2076  USGS QUAD   -  MISSION HILL (2017)
 NM2076
 NM2076                         *CURRENT SURVEY CONTROL
 NM2076  ______________________________________________________________________
 NM2076* NAD 83(1986) POSITION- 42 52 49.     (N) 097 16 42.     (W)   SCALED
 NM2076* NAVD 88 ORTHO HEIGHT -   357.068 (meters)     1171.48  (feet) ADJUSTED
 NM2076  ______________________________________________________________________
 NM2076  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2076  DYNAMIC HEIGHT  -        356.966 (meters)     1171.15  (feet) COMP
 NM2076  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 NM2076
 NM2076  VERT ORDER      -  FIRST     CLASS II
 NM2076
 NM2076.The horizontal coordinates were scaled from a map and have
 NM2076.an estimated accuracy of +/- 6 seconds.
 NM2076
 NM2076.The orthometric height was determined by differential leveling and
 NM2076.adjusted by the NATIONAL GEODETIC SURVEY
 NM2076.in June 1994.
 NM2076
 NM2076.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2076.GEOID18 height accuracy estimate available here.
 NM2076
 NM2076.Click photographs - Photos may exist for this station.
 NM2076
 NM2076.The dynamic height is computed by dividing the NAVD 88
 NM2076.geopotential number by the normal gravity value computed on the
 NM2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2076.degrees latitude (g = 980.6199 gals.).
 NM2076
 NM2076.The modeled gravity was interpolated from observed gravity values.
 NM2076
 NM2076;                    North         East    Units  Estimated Accuracy
 NM2076;SPC SD S     -    65,350.      849,530.      MT  (+/- 180 meters Scaled)
 NM2076
 NM2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN406489(NAD 83)
 NM2076
 NM2076                          SUPERSEDED SURVEY CONTROL
 NM2076
 NM2076.No superseded survey control is available for this station.
 NM2076
 NM2076_MARKER: Z = SEE DESCRIPTION
 NM2076_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2076_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2076_STAMPING: 50-390.05 1993
 NM2076_MARK LOGO: NGS
 NM2076_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2076_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2076+STABILITY: POSITION/ELEVATION WELL
 NM2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2076+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2076_ROD/PIPE-DEPTH: 6.4 meters
 NM2076_SLEEVE-DEPTH  : 3.0 meters
 NM2076
 NM2076  HISTORY     - Date     Condition        Report By
 NM2076  HISTORY     - 1993     MONUMENTED       SDDT
 NM2076  HISTORY     - 19930908 GOOD             NGS
 NM2076  HISTORY     - 20120322 GOOD             INDIV
 NM2076
 NM2076                          STATION DESCRIPTION
 NM2076
 NM2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2076'9.7 KM (6.00 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2076'IN YANKTON, 52.0 M (170.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 NM2076'THE EASTBOUND HIGHWAY BRIDGE SPANNING THE JAMES RIVER, 45.0 M (147.6
 NM2076'FT) SOUTHEAST OF MILEPOST 390.05, 38.2 M (125.3 FT) EAST OF UTILITY
 NM2076'POLE NUMBER 15 72 1 AND THE EAST EDGE OF A DRIVEWAY, 28.1 M (92.2 FT)
 NM2076'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.2 M
 NM2076'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A
 NM2076'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 NM2076'SOUTH OF A STEEL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 NM2076'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 NM2076'INCH METAL PIPE ENCASED IN A 4-INCH PIPE SLEEVE.  ACCESS TO THE DATUM
 NM2076'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2076
 NM2076                          STATION RECOVERY (2012)
 NM2076
 NM2076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2075 ***********************************************************************
 NM2075  DESIGNATION -  50 390.56
 NM2075  PID         -  NM2075
 NM2075  STATE/COUNTY-  SD/YANKTON
 NM2075  COUNTRY     -  US
 NM2075  USGS QUAD   -  MISSION HILL (2017)
 NM2075
 NM2075                         *CURRENT SURVEY CONTROL
 NM2075  ______________________________________________________________________
 NM2075* NAD 83(1986) POSITION- 42 52 50.     (N) 097 16 07.     (W)   SCALED
 NM2075* NAVD 88 ORTHO HEIGHT -   356.602 (meters)     1169.95  (feet) ADJUSTED
 NM2075  ______________________________________________________________________
 NM2075  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2075  DYNAMIC HEIGHT  -        356.500 (meters)     1169.62  (feet) COMP
 NM2075  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 NM2075
 NM2075  VERT ORDER      -  FIRST     CLASS II
 NM2075
 NM2075.The horizontal coordinates were scaled from a map and have
 NM2075.an estimated accuracy of +/- 6 seconds.
 NM2075
 NM2075.The orthometric height was determined by differential leveling and
 NM2075.adjusted by the NATIONAL GEODETIC SURVEY
 NM2075.in June 1994.
 NM2075
 NM2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2075.GEOID18 height accuracy estimate available here.
 NM2075
 NM2075.Click photographs - Photos may exist for this station.
 NM2075
 NM2075.The dynamic height is computed by dividing the NAVD 88
 NM2075.geopotential number by the normal gravity value computed on the
 NM2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2075.degrees latitude (g = 980.6199 gals.).
 NM2075
 NM2075.The modeled gravity was interpolated from observed gravity values.
 NM2075
 NM2075;                    North         East    Units  Estimated Accuracy
 NM2075;SPC SD S     -    65,410.      850,320.      MT  (+/- 180 meters Scaled)
 NM2075
 NM2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN413490(NAD 83)
 NM2075
 NM2075                          SUPERSEDED SURVEY CONTROL
 NM2075
 NM2075.No superseded survey control is available for this station.
 NM2075
 NM2075_MARKER: DB = BENCH MARK DISK
 NM2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2075_STAMPING: 50-390.56 1977
 NM2075_MARK LOGO: SDDT
 NM2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2075+STABILITY: SURFACE MOTION
 NM2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2075+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2075
 NM2075  HISTORY     - Date     Condition        Report By
 NM2075  HISTORY     - 1977     MONUMENTED       SDDT
 NM2075  HISTORY     - 19930908 GOOD             NGS
 NM2075  HISTORY     - 20120322 GOOD             INDIV
 NM2075
 NM2075                          STATION DESCRIPTION
 NM2075
 NM2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2075'10.5 KM (6.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM2075'OFFICE IN YANKTON, 54.0 M (177.2 FT) EAST OF THE CENTER OF A ROAD
 NM2075'LEADING TO A RADIO CONTROL FLYERS AND TRAP SHOOTING CLUBS, 31.7 M
 NM2075'(104.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NM2075'HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 NM2075'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 NM2075'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 NM2075
 NM2075                          STATION RECOVERY (2012)
 NM2075
 NM2075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2074 ***********************************************************************
 NM2074  DESIGNATION -  50 391.56
 NM2074  PID         -  NM2074
 NM2074  STATE/COUNTY-  SD/YANKTON
 NM2074  COUNTRY     -  US
 NM2074  USGS QUAD   -  MISSION HILL (2017)
 NM2074
 NM2074                         *CURRENT SURVEY CONTROL
 NM2074  ______________________________________________________________________
 NM2074* NAD 83(1986) POSITION- 42 52 50.     (N) 097 15 00.     (W)   SCALED
 NM2074* NAVD 88 ORTHO HEIGHT -   355.963 (meters)     1167.86  (feet) ADJUSTED
 NM2074  ______________________________________________________________________
 NM2074  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2074  DYNAMIC HEIGHT  -        355.862 (meters)     1167.52  (feet) COMP
 NM2074  MODELED GRAVITY -    980,325.7   (mgal)                       NAVD 88
 NM2074
 NM2074  VERT ORDER      -  FIRST     CLASS II
 NM2074
 NM2074.The horizontal coordinates were scaled from a map and have
 NM2074.an estimated accuracy of +/- 6 seconds.
 NM2074
 NM2074.The orthometric height was determined by differential leveling and
 NM2074.adjusted by the NATIONAL GEODETIC SURVEY
 NM2074.in June 1994.
 NM2074
 NM2074.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2074.GEOID18 height accuracy estimate available here.
 NM2074
 NM2074.Click photographs - Photos may exist for this station.
 NM2074
 NM2074.The dynamic height is computed by dividing the NAVD 88
 NM2074.geopotential number by the normal gravity value computed on the
 NM2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2074.degrees latitude (g = 980.6199 gals.).
 NM2074
 NM2074.The modeled gravity was interpolated from observed gravity values.
 NM2074
 NM2074;                    North         East    Units  Estimated Accuracy
 NM2074;SPC SD S     -    65,470.      851,840.      MT  (+/- 180 meters Scaled)
 NM2074
 NM2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN429490(NAD 83)
 NM2074
 NM2074                          SUPERSEDED SURVEY CONTROL
 NM2074
 NM2074.No superseded survey control is available for this station.
 NM2074
 NM2074_MARKER: DB = BENCH MARK DISK
 NM2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2074_STAMPING: 50-391.56 1977
 NM2074_MARK LOGO: SDDT
 NM2074_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2074+STABILITY: SURFACE MOTION
 NM2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2074+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2074
 NM2074  HISTORY     - Date     Condition        Report By
 NM2074  HISTORY     - 1977     MONUMENTED       SDDT
 NM2074  HISTORY     - 19930908 GOOD             NGS
 NM2074  HISTORY     - 20120322 GOOD             INDIV
 NM2074
 NM2074                          STATION DESCRIPTION
 NM2074
 NM2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2074'12.1 KM (7.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM2074'OFFICE IN YANKTON, 0.96 KM (0.60 MI) EAST OF MILEPOST 391, 31.7 M
 NM2074'(104.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NM2074'HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 NM2074'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 NM2074'M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2074
 NM2074                          STATION RECOVERY (2012)
 NM2074
 NM2074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2073 ***********************************************************************
 NM2073  DESIGNATION -  50 392.58
 NM2073  PID         -  NM2073
 NM2073  STATE/COUNTY-  SD/YANKTON
 NM2073  COUNTRY     -  US
 NM2073  USGS QUAD   -  GAYVILLE (2017)
 NM2073
 NM2073                         *CURRENT SURVEY CONTROL
 NM2073  ______________________________________________________________________
 NM2073* NAD 83(1986) POSITION- 42 52 50.     (N) 097 13 49.     (W)   SCALED
 NM2073* NAVD 88 ORTHO HEIGHT -   355.170 (meters)     1165.25  (feet) ADJUSTED
 NM2073  ______________________________________________________________________
 NM2073  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM2073  DYNAMIC HEIGHT  -        355.069 (meters)     1164.92  (feet) COMP
 NM2073  MODELED GRAVITY -    980,325.9   (mgal)                       NAVD 88
 NM2073
 NM2073  VERT ORDER      -  FIRST     CLASS II
 NM2073
 NM2073.The horizontal coordinates were scaled from a map and have
 NM2073.an estimated accuracy of +/- 6 seconds.
 NM2073
 NM2073.The orthometric height was determined by differential leveling and
 NM2073.adjusted by the NATIONAL GEODETIC SURVEY
 NM2073.in June 1994.
 NM2073
 NM2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2073.GEOID18 height accuracy estimate available here.
 NM2073
 NM2073.Click photographs - Photos may exist for this station.
 NM2073
 NM2073.The dynamic height is computed by dividing the NAVD 88
 NM2073.geopotential number by the normal gravity value computed on the
 NM2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2073.degrees latitude (g = 980.6199 gals.).
 NM2073
 NM2073.The modeled gravity was interpolated from observed gravity values.
 NM2073
 NM2073;                    North         East    Units  Estimated Accuracy
 NM2073;SPC SD S     -    65,530.      853,450.      MT  (+/- 180 meters Scaled)
 NM2073
 NM2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN445490(NAD 83)
 NM2073
 NM2073                          SUPERSEDED SURVEY CONTROL
 NM2073
 NM2073.No superseded survey control is available for this station.
 NM2073
 NM2073_MARKER: DB = BENCH MARK DISK
 NM2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2073_STAMPING: 50-392.58 1977
 NM2073_MARK LOGO: SDDT
 NM2073_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2073+STABILITY: SURFACE MOTION
 NM2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2073+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2073
 NM2073  HISTORY     - Date     Condition        Report By
 NM2073  HISTORY     - 1977     MONUMENTED       SDDT
 NM2073  HISTORY     - 19930908 GOOD             NGS
 NM2073  HISTORY     - 20120322 GOOD             INDIV
 NM2073
 NM2073                          STATION DESCRIPTION
 NM2073
 NM2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2073'13.7 KM (8.50 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM2073'OFFICE IN YANKTON, 34.6 M (113.5 FT) EAST OF A T-FENCE CORNER, 32.0 M
 NM2073'(105.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NM2073'HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3
 NM2073'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 NM2073'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 NM2073
 NM2073                          STATION RECOVERY (2012)
 NM2073
 NM2073'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2072 ***********************************************************************
 NM2072  CBN         -  This is a Cooperative Base Network Control Station.
 NM2072  DESIGNATION -  50 393.05
 NM2072  PID         -  NM2072
 NM2072  STATE/COUNTY-  SD/YANKTON
 NM2072  COUNTRY     -  US
 NM2072  USGS QUAD   -  GAYVILLE (2017)
 NM2072
 NM2072                         *CURRENT SURVEY CONTROL
 NM2072  ______________________________________________________________________
 NM2072* NAD 83(2011) POSITION- 42 52 54.80898(N) 097 13 13.69306(W)   ADJUSTED
 NM2072* NAD 83(2011) ELLIP HT-   329.869 (meters)        (06/27/12)   ADJUSTED
 NM2072* NAD 83(2011) EPOCH   -  2010.00
 NM2072* NAVD 88 ORTHO HEIGHT -   355.476 (meters)     1166.26  (feet) ADJUSTED
 NM2072  ______________________________________________________________________
 NM2072  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM2072  NAD 83(2011) X  -   -588,360.826 (meters)                     COMP
 NM2072  NAD 83(2011) Y  - -4,644,011.496 (meters)                     COMP
 NM2072  NAD 83(2011) Z  -  4,318,121.016 (meters)                     COMP
 NM2072  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 NM2072  DYNAMIC HEIGHT  -        355.375 (meters)     1165.93  (feet) COMP
 NM2072  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 NM2072
 NM2072  VERT ORDER      -  FIRST     CLASS II
 NM2072
 NM2072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2072  Standards:
 NM2072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2072  -------------------------------------------------------------------
 NM2072  NETWORK    0.71   2.12           0.32   0.25   1.08      0.00519137
 NM2072  -------------------------------------------------------------------
 NM2072  Click here for local accuracies and other accuracy information.
 NM2072
 NM2072.The horizontal coordinates were established by GPS observations
 NM2072.and adjusted by the National Geodetic Survey in June 2012.
 NM2072
 NM2072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2072.been affixed to the stable North American tectonic plate. See 
 NM2072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2072
 NM2072.The horizontal coordinates are valid at the epoch date displayed above
 NM2072.which is a decimal equivalence of Year/Month/Day.
 NM2072
 NM2072.The orthometric height was determined by differential leveling and
 NM2072.adjusted by the NATIONAL GEODETIC SURVEY
 NM2072.in June 1994.
 NM2072
 NM2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2072.GEOID18 height accuracy estimate available here.
 NM2072
 NM2072.Click photographs - Photos may exist for this station.
 NM2072
 NM2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2072
 NM2072.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2072
 NM2072.The ellipsoidal height was determined by GPS observations
 NM2072.and is referenced to NAD 83.
 NM2072
 NM2072.The dynamic height is computed by dividing the NAVD 88
 NM2072.geopotential number by the normal gravity value computed on the
 NM2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2072.degrees latitude (g = 980.6199 gals.).
 NM2072
 NM2072.The modeled gravity was interpolated from observed gravity values.
 NM2072
 NM2072. The following values were computed from the NAD 83(2011) position.
 NM2072
 NM2072;                    North         East     Units Scale Factor Converg.
 NM2072;SPC SD S     -    65,705.691   854,249.124   MT  0.99998886   +2 08 50.7
 NM2072;SPC SD S     -   215,569.42  2,802,649.00   sFT  0.99998886   +2 08 50.7
 NM2072;UTM  14      - 4,749,235.165   645,325.808   MT  0.99985982   +1 12 40.2
 NM2072
 NM2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2072!SPC SD S     -   0.99994827  x   0.99998886  =   0.99993713
 NM2072!UTM  14      -   0.99994827  x   0.99985982  =   0.99980810
 NM2072
 NM2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4532549235(NAD 83)
 NM2072
 NM2072                          SUPERSEDED SURVEY CONTROL
 NM2072
 NM2072  NAD 83(2007)-  42 52 54.80895(N)    097 13 13.69388(W) AD(2002.00) 0
 NM2072  ELLIP H (02/10/07)  329.896  (m)                       GP(2002.00)    
 NM2072  ELLIP H (04/15/04)  329.884  (m)                       GP(       ) 2 1
 NM2072  NAD 83(1996)-  42 52 54.80881(N)    097 13 13.69359(W) AD(       ) B
 NM2072  ELLIP H (04/18/97)  329.925  (m)                       GP(       ) 4 1
 NM2072  NAVD 88             355.48   (m)         1166.3    (f) LEVELING    3  
 NM2072
 NM2072.Superseded values are not recommended for survey control.
 NM2072
 NM2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2072.See file dsdata.pdf to determine how the superseded data were derived.
 NM2072
 NM2072_MARKER: Z = SEE DESCRIPTION
 NM2072_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM2072_STAMPING: 50-393.05 1993
 NM2072_MARK LOGO: NGS
 NM2072_PROJECTION: FLUSH
 NM2072_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2072+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 NM2072_ROD/PIPE-DEPTH: 6.4 meters
 NM2072_SLEEVE-DEPTH  : 1.8 meters
 NM2072
 NM2072  HISTORY     - Date     Condition        Report By
 NM2072  HISTORY     - 1993     MONUMENTED       SDDT
 NM2072  HISTORY     - 19930908 GOOD             NGS
 NM2072  HISTORY     - 19960725 GOOD             NGS
 NM2072  HISTORY     - 20120322 GOOD             INDIV
 NM2072  HISTORY     - 20130613 GOOD             SDDENR
 NM2072
 NM2072                          STATION DESCRIPTION
 NM2072
 NM2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2072'14.5 KM (9.00 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM2072'OFFICE IN YANKTON, 82.0 M (269.0 FT) NORTHEAST OF MILEPOST 393, 31.7
 NM2072'M (104.0 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 NM2072'LANES OF THE HIGHWAY, 15.0 M (49.2 FT) WEST OF THE CENTER OF A
 NM2072'GRAVELED ROAD, 5.2 M (17.1 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT)
 NM2072'SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.4 M
 NM2072'(1.3 FT) NORTH OF A STEEL GUARD POST.  NOTE--THE DATUM POINT IS A
 NM2072'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 NM2072'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE SLEEVE.  ACCESS TO
 NM2072'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 NM2072'4-INCH PVC CAP.
 NM2072
 NM2072                          STATION RECOVERY (1996)
 NM2072
 NM2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM2072'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF YANKTON AND 2.3
 NM2072'MI (3.7 KM) WEST OF GAYVILLE, ON STATE HIGHWAY 50.  OWNERSHIP--THE
 NM2072'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 NM2072'STATE HIGHWAYS 50 AND 52 AND U.S. HIGHWAY 81 (INTERSECTION OF BROADWAY
 NM2072'AND FOURTH STREET) IN YANKTON, GO EAST ON STATE HIGHWAY 50 FOR 6.2 MI
 NM2072'(10.0 KM) TO THE EAST END OF A BRIDGE SPANNING THE JAMES RIVER,
 NM2072'CONTINUE EAST ON STATE HIGHWAY 50 FOR 3.0 MI (4.8 KM) TO THE STATION
 NM2072'ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 NM2072'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 NM2072'STEEL PIPE.  LOCATED 104.0 FT (31.7 M) NORTH OF THE CENTERLINE OF THE
 NM2072'WESTBOUND HIGHWAY, 49.2 FT (15.0 M) WEST OF THE CENTER OF A GRAVEL
 NM2072'ROAD, 17.5 FT (5.3 M) WEST OF A FENCE CORNER, 2.2 FT (0.7 M) SOUTH OF
 NM2072'A FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST, 1.0 FT (0.3 M) NORTH
 NM2072'OF A METAL GUARD POST, AND 0.11 M (0.36 FT) BELOW THE GROUND SURFACE.
 NM2072'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 NM2072'A 4-INCH PVC CAP.
 NM2072
 NM2072                          STATION RECOVERY (2012)
 NM2072
 NM2072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2072'RECOVERED IN GOOD CONDITION.
 NM2072
 NM2072                          STATION RECOVERY (2013)
 NM2072
 NM2072'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 NM2072'IN THE NW CORNER OF THE INTERSECTION OF SOUTH DAKOTA HWY 50 AND 449TH
 NM2072'AVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2071 ***********************************************************************
 NM2071  DESIGNATION -  50 393.60
 NM2071  PID         -  NM2071
 NM2071  STATE/COUNTY-  SD/YANKTON
 NM2071  COUNTRY     -  US
 NM2071  USGS QUAD   -  GAYVILLE (2017)
 NM2071
 NM2071                         *CURRENT SURVEY CONTROL
 NM2071  ______________________________________________________________________
 NM2071* NAD 83(1986) POSITION- 42 52 50.     (N) 097 12 36.     (W)   SCALED
 NM2071* NAVD 88 ORTHO HEIGHT -   353.641 (meters)     1160.24  (feet) ADJUSTED
 NM2071  ______________________________________________________________________
 NM2071  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM2071  DYNAMIC HEIGHT  -        353.541 (meters)     1159.91  (feet) COMP
 NM2071  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 NM2071
 NM2071  VERT ORDER      -  FIRST     CLASS II
 NM2071
 NM2071.The horizontal coordinates were scaled from a map and have
 NM2071.an estimated accuracy of +/- 6 seconds.
 NM2071
 NM2071.The orthometric height was determined by differential leveling and
 NM2071.adjusted by the NATIONAL GEODETIC SURVEY
 NM2071.in June 1994.
 NM2071
 NM2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2071.GEOID18 height accuracy estimate available here.
 NM2071
 NM2071.Click photographs - Photos may exist for this station.
 NM2071
 NM2071.The dynamic height is computed by dividing the NAVD 88
 NM2071.geopotential number by the normal gravity value computed on the
 NM2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2071.degrees latitude (g = 980.6199 gals.).
 NM2071
 NM2071.The modeled gravity was interpolated from observed gravity values.
 NM2071
 NM2071;                    North         East    Units  Estimated Accuracy
 NM2071;SPC SD S     -    65,590.      855,110.      MT  (+/- 180 meters Scaled)
 NM2071
 NM2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN461491(NAD 83)
 NM2071
 NM2071                          SUPERSEDED SURVEY CONTROL
 NM2071
 NM2071.No superseded survey control is available for this station.
 NM2071
 NM2071_MARKER: DB = BENCH MARK DISK
 NM2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2071_STAMPING: 50-393.60 1977 1159.67
 NM2071_MARK LOGO: SDDT
 NM2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2071+STABILITY: SURFACE MOTION
 NM2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2071+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2071
 NM2071  HISTORY     - Date     Condition        Report By
 NM2071  HISTORY     - 1977     MONUMENTED       SDDT
 NM2071  HISTORY     - 19930908 GOOD             NGS
 NM2071  HISTORY     - 20120322 GOOD             INDIV
 NM2071
 NM2071                          STATION DESCRIPTION
 NM2071
 NM2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2071'15.4 KM (9.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM2071'OFFICE IN YANKTON, 33.5 M (109.9 FT) EAST OF A T-FENCE CORNER, 31.8 M
 NM2071'(104.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NM2071'HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 NM2071'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.15
 NM2071'M (0.49 FT) ABOVE THE GROUND SURFACE.
 NM2071
 NM2071                          STATION RECOVERY (2012)
 NM2071
 NM2071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2070 ***********************************************************************
 NM2070  DESIGNATION -  50 394.60
 NM2070  PID         -  NM2070
 NM2070  STATE/COUNTY-  SD/YANKTON
 NM2070  COUNTRY     -  US
 NM2070  USGS QUAD   -  GAYVILLE (2017)
 NM2070
 NM2070                         *CURRENT SURVEY CONTROL
 NM2070  ______________________________________________________________________
 NM2070* NAD 83(1986) POSITION- 42 52 50.     (N) 097 11 25.     (W)   SCALED
 NM2070* NAVD 88 ORTHO HEIGHT -   354.316 (meters)     1162.45  (feet) ADJUSTED
 NM2070  ______________________________________________________________________
 NM2070  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 NM2070  DYNAMIC HEIGHT  -        354.216 (meters)     1162.12  (feet) COMP
 NM2070  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 NM2070
 NM2070  VERT ORDER      -  FIRST     CLASS II
 NM2070
 NM2070.The horizontal coordinates were scaled from a map and have
 NM2070.an estimated accuracy of +/- 6 seconds.
 NM2070
 NM2070.The orthometric height was determined by differential leveling and
 NM2070.adjusted by the NATIONAL GEODETIC SURVEY
 NM2070.in June 1994.
 NM2070
 NM2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2070.GEOID18 height accuracy estimate available here.
 NM2070
 NM2070.Click photographs - Photos may exist for this station.
 NM2070
 NM2070.The dynamic height is computed by dividing the NAVD 88
 NM2070.geopotential number by the normal gravity value computed on the
 NM2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2070.degrees latitude (g = 980.6199 gals.).
 NM2070
 NM2070.The modeled gravity was interpolated from observed gravity values.
 NM2070
 NM2070;                    North         East    Units  Estimated Accuracy
 NM2070;SPC SD S     -    65,650.      856,720.      MT  (+/- 180 meters Scaled)
 NM2070
 NM2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN477491(NAD 83)
 NM2070
 NM2070                          SUPERSEDED SURVEY CONTROL
 NM2070
 NM2070.No superseded survey control is available for this station.
 NM2070
 NM2070_MARKER: DB = BENCH MARK DISK
 NM2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2070_STAMPING: 50-394.60 1977 1161.86
 NM2070_MARK LOGO: SDDT
 NM2070_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2070+STABILITY: SURFACE MOTION
 NM2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2070+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2070
 NM2070  HISTORY     - Date     Condition        Report By
 NM2070  HISTORY     - 1977     MONUMENTED       SDDT
 NM2070  HISTORY     - 19930908 GOOD             NGS
 NM2070  HISTORY     - 20120322 GOOD             INDIV
 NM2070
 NM2070                          STATION DESCRIPTION
 NM2070
 NM2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2070'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM2070'OFFICE IN YANKTON, 0.9 KM (0.55 MI) WEST OF MILEPOST 394, 31.8 M
 NM2070'(104.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NM2070'HIGHWAY, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 NM2070'FT) SOUTHWEST OF A T-FENCE CORNER AND THE WEST GATE POST OF A FIELD
 NM2070'ENTRANCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 NM2070'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2070
 NM2070                          STATION RECOVERY (2012)
 NM2070
 NM2070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2069 ***********************************************************************
 NM2069  DESIGNATION -  50 395.63
 NM2069  PID         -  NM2069
 NM2069  STATE/COUNTY-  SD/YANKTON
 NM2069  COUNTRY     -  US
 NM2069  USGS QUAD   -  GAYVILLE (2017)
 NM2069
 NM2069                         *CURRENT SURVEY CONTROL
 NM2069  ______________________________________________________________________
 NM2069* NAD 83(1986) POSITION- 42 52 50.     (N) 097 10 14.     (W)   SCALED
 NM2069* NAVD 88 ORTHO HEIGHT -   354.897 (meters)     1164.36  (feet) ADJUSTED
 NM2069  ______________________________________________________________________
 NM2069  GEOID HEIGHT    -        -25.600 (meters)                     GEOID18
 NM2069  DYNAMIC HEIGHT  -        354.796 (meters)     1164.03  (feet) COMP
 NM2069  MODELED GRAVITY -    980,325.9   (mgal)                       NAVD 88
 NM2069
 NM2069  VERT ORDER      -  FIRST     CLASS II
 NM2069
 NM2069.The horizontal coordinates were scaled from a map and have
 NM2069.an estimated accuracy of +/- 6 seconds.
 NM2069
 NM2069.The orthometric height was determined by differential leveling and
 NM2069.adjusted by the NATIONAL GEODETIC SURVEY
 NM2069.in June 1994.
 NM2069
 NM2069.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2069.GEOID18 height accuracy estimate available here.
 NM2069
 NM2069.Click photographs - Photos may exist for this station.
 NM2069
 NM2069.The dynamic height is computed by dividing the NAVD 88
 NM2069.geopotential number by the normal gravity value computed on the
 NM2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2069.degrees latitude (g = 980.6199 gals.).
 NM2069
 NM2069.The modeled gravity was interpolated from observed gravity values.
 NM2069
 NM2069;                    North         East    Units  Estimated Accuracy
 NM2069;SPC SD S     -    65,710.      858,330.      MT  (+/- 180 meters Scaled)
 NM2069
 NM2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN494491(NAD 83)
 NM2069
 NM2069                          SUPERSEDED SURVEY CONTROL
 NM2069
 NM2069.No superseded survey control is available for this station.
 NM2069
 NM2069_MARKER: DB = BENCH MARK DISK
 NM2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2069_STAMPING: 50-395.63 1977 1163.73
 NM2069_MARK LOGO: SDDT
 NM2069_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2069+STABILITY: SURFACE MOTION
 NM2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2069+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2069
 NM2069  HISTORY     - Date     Condition        Report By
 NM2069  HISTORY     - 1977     MONUMENTED       SDDT
 NM2069  HISTORY     - 19930908 GOOD             NGS
 NM2069  HISTORY     - 20120322 GOOD             INDIV
 NM2069
 NM2069                          STATION DESCRIPTION
 NM2069
 NM2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2069'21.2 KM (13.15 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2069'OF STATE HIGHWAY 19 IN VERMILLION, 738.0 M (2421.3 FT) WEST OF
 NM2069'MILEPOST 396, 31.7 M (104.0 FT) NORTH OF AND LEVEL WITH THE
 NM2069'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8.1 M (26.6 FT)
 NM2069'EAST OF A T-FENCE CORNER, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND
 NM2069'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 NM2069
 NM2069                          STATION RECOVERY (2012)
 NM2069
 NM2069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2068 ***********************************************************************
 NM2068  DESIGNATION -  50 396.61
 NM2068  PID         -  NM2068
 NM2068  STATE/COUNTY-  SD/CLAY
 NM2068  COUNTRY     -  US
 NM2068  USGS QUAD   -  GAYVILLE (2017)
 NM2068
 NM2068                         *CURRENT SURVEY CONTROL
 NM2068  ______________________________________________________________________
 NM2068* NAD 83(1986) POSITION- 42 52 48.     (N) 097 09 04.     (W)   SCALED
 NM2068* NAVD 88 ORTHO HEIGHT -   353.279 (meters)     1159.05  (feet) ADJUSTED
 NM2068  ______________________________________________________________________
 NM2068  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 NM2068  DYNAMIC HEIGHT  -        353.178 (meters)     1158.72  (feet) COMP
 NM2068  MODELED GRAVITY -    980,325.8   (mgal)                       NAVD 88
 NM2068
 NM2068  VERT ORDER      -  FIRST     CLASS II
 NM2068
 NM2068.The horizontal coordinates were scaled from a map and have
 NM2068.an estimated accuracy of +/- 6 seconds.
 NM2068
 NM2068.The orthometric height was determined by differential leveling and
 NM2068.adjusted by the NATIONAL GEODETIC SURVEY
 NM2068.in June 1994.
 NM2068
 NM2068.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2068.GEOID18 height accuracy estimate available here.
 NM2068
 NM2068.Click photographs - Photos may exist for this station.
 NM2068
 NM2068.The dynamic height is computed by dividing the NAVD 88
 NM2068.geopotential number by the normal gravity value computed on the
 NM2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2068.degrees latitude (g = 980.6199 gals.).
 NM2068
 NM2068.The modeled gravity was interpolated from observed gravity values.
 NM2068
 NM2068;                    North         East    Units  Estimated Accuracy
 NM2068;SPC SD S     -    65,710.      859,920.      MT  (+/- 180 meters Scaled)
 NM2068
 NM2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN509491(NAD 83)
 NM2068
 NM2068                          SUPERSEDED SURVEY CONTROL
 NM2068
 NM2068.No superseded survey control is available for this station.
 NM2068
 NM2068_MARKER: DB = BENCH MARK DISK
 NM2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2068_STAMPING: 50-396.61 1977 1153.41
 NM2068_MARK LOGO: SDDT
 NM2068_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2068+STABILITY: SURFACE MOTION
 NM2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2068+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2068
 NM2068  HISTORY     - Date     Condition        Report By
 NM2068  HISTORY     - 1977     MONUMENTED       SDDT
 NM2068  HISTORY     - 19930908 GOOD             NGS
 NM2068  HISTORY     - 20120403 GOOD             INDIV
 NM2068
 NM2068                          STATION DESCRIPTION
 NM2068
 NM2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2068'19.6 KM (12.15 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2068'OF STATE HIGHWAY 19 IN VERMILLION, 831.0 M (2726.4 FT) NORTHWEST OF
 NM2068'MILEPOST 397, 20.0 M (65.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM2068'WESTBOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT) SOUTHWEST OF THE
 NM2068'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 2.5 M (8.2 FT) BELOW THE
 NM2068'LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT) SOUTH OF A WITNESS POST, 0.15
 NM2068'M (0.49 FT) SOUTHWEST OF A STEEL GUARD POST, AND THE MONUMENT IS
 NM2068'FLUSH WITH THE GROUND SURFACE.
 NM2068
 NM2068                          STATION RECOVERY (2012)
 NM2068
 NM2068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM2068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2067 ***********************************************************************
 NM2067  DESIGNATION -  50 397.81
 NM2067  PID         -  NM2067
 NM2067  STATE/COUNTY-  SD/CLAY
 NM2067  COUNTRY     -  US
 NM2067  USGS QUAD   -  SAINT HELENA (2017)
 NM2067
 NM2067                         *CURRENT SURVEY CONTROL
 NM2067  ______________________________________________________________________
 NM2067* NAD 83(1986) POSITION- 42 52 15.     (N) 097 07 51.     (W)   SCALED
 NM2067* NAVD 88 ORTHO HEIGHT -   352.539 (meters)     1156.62  (feet) ADJUSTED
 NM2067  ______________________________________________________________________
 NM2067  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM2067  DYNAMIC HEIGHT  -        352.439 (meters)     1156.29  (feet) COMP
 NM2067  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM2067
 NM2067  VERT ORDER      -  FIRST     CLASS II
 NM2067
 NM2067.The horizontal coordinates were scaled from a map and have
 NM2067.an estimated accuracy of +/- 6 seconds.
 NM2067
 NM2067.The orthometric height was determined by differential leveling and
 NM2067.adjusted by the NATIONAL GEODETIC SURVEY
 NM2067.in June 1994.
 NM2067
 NM2067.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2067.GEOID18 height accuracy estimate available here.
 NM2067
 NM2067.Click photographs - Photos may exist for this station.
 NM2067
 NM2067.The dynamic height is computed by dividing the NAVD 88
 NM2067.geopotential number by the normal gravity value computed on the
 NM2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2067.degrees latitude (g = 980.6199 gals.).
 NM2067
 NM2067.The modeled gravity was interpolated from observed gravity values.
 NM2067
 NM2067;                    North         East    Units  Estimated Accuracy
 NM2067;SPC SD S     -    64,760.      861,610.      MT  (+/- 180 meters Scaled)
 NM2067
 NM2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN526481(NAD 83)
 NM2067
 NM2067                          SUPERSEDED SURVEY CONTROL
 NM2067
 NM2067.No superseded survey control is available for this station.
 NM2067
 NM2067_MARKER: DB = BENCH MARK DISK
 NM2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2067_STAMPING: 50-397.81 1977 1155.97
 NM2067_MARK LOGO: SDDT
 NM2067_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2067+STABILITY: SURFACE MOTION
 NM2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2067+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2067
 NM2067  HISTORY     - Date     Condition        Report By
 NM2067  HISTORY     - 1977     MONUMENTED       SDDT
 NM2067  HISTORY     - 19930908 GOOD             NGS
 NM2067  HISTORY     - 20120403 GOOD             INDIV
 NM2067
 NM2067                          STATION DESCRIPTION
 NM2067
 NM2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2067'17.7 KM (11.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2067'OF STATE HIGHWAY 19 IN VERMILLION, 509.0 M (1669.9 FT) NORTHWEST OF
 NM2067'MILEPOST 399, 14.7 M (48.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 NM2067'UNION PACIFIC RAILROAD, 10.1 M (33.1 FT) NORTHEAST OF THE CENTERLINE
 NM2067'OF THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL
 NM2067'OF THE HIGHWAY, 0.25 M (0.82 FT) SOUTHWEST OF A WITNESS POST, AND THE
 NM2067'MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 NM2067
 NM2067                          STATION RECOVERY (2012)
 NM2067
 NM2067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2066 ***********************************************************************
 NM2066  DESIGNATION -  50 398.30
 NM2066  PID         -  NM2066
 NM2066  STATE/COUNTY-  SD/CLAY
 NM2066  COUNTRY     -  US
 NM2066  USGS QUAD   -  MECKLING (2017)
 NM2066
 NM2066                         *CURRENT SURVEY CONTROL
 NM2066  ______________________________________________________________________
 NM2066* NAD 83(1986) POSITION- 42 52 01.46   (N) 097 07 18.58   (W)   HD_HELD1
 NM2066* NAVD 88 ORTHO HEIGHT -   352.221 (meters)     1155.58  (feet) ADJUSTED
 NM2066  ______________________________________________________________________
 NM2066  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM2066  DYNAMIC HEIGHT  -        352.120 (meters)     1155.25  (feet) COMP
 NM2066  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 NM2066
 NM2066  VERT ORDER      -  FIRST     CLASS II
 NM2066
 NM2066.The horizontal coordinates were determined by differentially corrected
 NM2066.hand held GPS observations or other comparable positioning techniques
 NM2066.and have an estimated accuracy of +/- 3 meters.
 NM2066
 NM2066.The orthometric height was determined by differential leveling and
 NM2066.adjusted by the NATIONAL GEODETIC SURVEY
 NM2066.in June 1994.
 NM2066
 NM2066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2066.GEOID18 height accuracy estimate available here.
 NM2066
 NM2066.Click photographs - Photos may exist for this station.
 NM2066
 NM2066.The dynamic height is computed by dividing the NAVD 88
 NM2066.geopotential number by the normal gravity value computed on the
 NM2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2066.degrees latitude (g = 980.6199 gals.).
 NM2066
 NM2066.The modeled gravity was interpolated from observed gravity values.
 NM2066
 NM2066;                    North         East    Units  Estimated Accuracy
 NM2066;SPC SD S     -    64,367.4     862,365.6     MT  (+/- 3 meters HH1 GPS) 
 NM2066
 NM2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5341847764(NAD 83)
 NM2066
 NM2066                          SUPERSEDED SURVEY CONTROL
 NM2066
 NM2066.No superseded survey control is available for this station.
 NM2066
 NM2066_MARKER: Z = SEE DESCRIPTION
 NM2066_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2066_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2066_STAMPING: 50-398.30 1993
 NM2066_MARK LOGO: NGS
 NM2066_PROJECTION: PROJECTING 10 CENTIMETERS
 NM2066_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2066+STABILITY: POSITION/ELEVATION WELL
 NM2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2066+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2066_ROD/PIPE-DEPTH: 6.4 meters
 NM2066_SLEEVE-DEPTH  : 3.0 meters
 NM2066
 NM2066  HISTORY     - Date     Condition        Report By
 NM2066  HISTORY     - 1993     MONUMENTED       SDDT
 NM2066  HISTORY     - 19930908 GOOD             NGS
 NM2066  HISTORY     - 20090221 GOOD             GEOCAC
 NM2066  HISTORY     - 20120403 GOOD             INDIV
 NM2066
 NM2066                          STATION DESCRIPTION
 NM2066
 NM2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2066'16.8 KM (10.45 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2066'OF STATE HIGHWAY 19 IN VERMILLION, 450.0 M (1476.4 FT) SOUTHEAST OF
 NM2066'MILEPOST 398, 54.4 M (178.5 FT) NORTHEAST OF AND LEVEL WITH THE
 NM2066'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 28.2 M (92.5 FT)
 NM2066'NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 13.0 M
 NM2066'(42.7 FT) EAST OF THE CENTER OF AN OLD ROAD BED, 1.5 M (4.9 FT)
 NM2066'SOUTHWEST OF A FENCE CORNER, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 NM2066'POST, AND 0.4 M (1.3 FT) NORTHEAST OF A STEEL GUARD POST.  NOTE--THE
 NM2066'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 NM2066'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE
 NM2066'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 NM2066'THEN THROUGH A 4-INCH PVC CAP.
 NM2066
 NM2066                          STATION RECOVERY (2009)
 NM2066
 NM2066'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 NM2066'RECOVERED IN GOOD CONDITION.
 NM2066
 NM2066                          STATION RECOVERY (2012)
 NM2066
 NM2066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2065 ***********************************************************************
 NM2065  DESIGNATION -  50 399.01
 NM2065  PID         -  NM2065
 NM2065  STATE/COUNTY-  SD/CLAY
 NM2065  COUNTRY     -  US
 NM2065  USGS QUAD   -  MECKLING (2017)
 NM2065
 NM2065                         *CURRENT SURVEY CONTROL
 NM2065  ______________________________________________________________________
 NM2065* NAD 83(1986) POSITION- 42 51 30.     (N) 097 06 55.     (W)   SCALED
 NM2065* NAVD 88 ORTHO HEIGHT -   351.970 (meters)     1154.75  (feet) ADJUSTED
 NM2065  ______________________________________________________________________
 NM2065  GEOID HEIGHT    -        -25.586 (meters)                     GEOID18
 NM2065  DYNAMIC HEIGHT  -        351.869 (meters)     1154.42  (feet) COMP
 NM2065  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NM2065
 NM2065  VERT ORDER      -  FIRST     CLASS II
 NM2065
 NM2065.The horizontal coordinates were scaled from a map and have
 NM2065.an estimated accuracy of +/- 6 seconds.
 NM2065
 NM2065.The orthometric height was determined by differential leveling and
 NM2065.adjusted by the NATIONAL GEODETIC SURVEY
 NM2065.in June 1994.
 NM2065
 NM2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2065.GEOID18 height accuracy estimate available here.
 NM2065
 NM2065.Click photographs - Photos may exist for this station.
 NM2065
 NM2065.The dynamic height is computed by dividing the NAVD 88
 NM2065.geopotential number by the normal gravity value computed on the
 NM2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2065.degrees latitude (g = 980.6199 gals.).
 NM2065
 NM2065.The modeled gravity was interpolated from observed gravity values.
 NM2065
 NM2065;                    North         East    Units  Estimated Accuracy
 NM2065;SPC SD S     -    63,420.      862,940.      MT  (+/- 180 meters Scaled)
 NM2065
 NM2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN539468(NAD 83)
 NM2065
 NM2065                          SUPERSEDED SURVEY CONTROL
 NM2065
 NM2065.No superseded survey control is available for this station.
 NM2065
 NM2065_MARKER: DB = BENCH MARK DISK
 NM2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2065_STAMPING: 50-399.01 1977 1154.11
 NM2065_MARK LOGO: SDDT
 NM2065_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2065+STABILITY: SURFACE MOTION
 NM2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2065+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2065
 NM2065  HISTORY     - Date     Condition        Report By
 NM2065  HISTORY     - 1977     MONUMENTED       SDDT
 NM2065  HISTORY     - 19930908 GOOD             NGS
 NM2065  HISTORY     - 20120403 MARK NOT FOUND   INDIV
 NM2065
 NM2065                          STATION DESCRIPTION
 NM2065
 NM2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2065'15.8 KM (9.80 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2065'OF STATE HIGHWAY 19 IN VERMILLION, 200.0 M (656.2 FT) NORTHWEST OF
 NM2065'MILEPOST 399, 14.7 M (48.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 NM2065'UNION PACIFIC RAILROAD, 9.8 M (32.2 FT) NORTHEAST OF THE CENTERLINE
 NM2065'OF THE WESTBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL
 NM2065'OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, 0.2 M
 NM2065'(0.7 FT) SOUTH OF A STEEL GUARD POST, AND THE MONUMENT IS FLUSH WITH
 NM2065'THE GROUND SURFACE.
 NM2065
 NM2065                          STATION RECOVERY (2012)
 NM2065
 NM2065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2064 ***********************************************************************
 NM2064  DESIGNATION -  50 400.22
 NM2064  PID         -  NM2064
 NM2064  STATE/COUNTY-  SD/CLAY
 NM2064  COUNTRY     -  US
 NM2064  USGS QUAD   -  MECKLING (2017)
 NM2064
 NM2064                         *CURRENT SURVEY CONTROL
 NM2064  ______________________________________________________________________
 NM2064* NAD 83(1986) POSITION- 42 51 13.     (N) 097 05 35.     (W)   SCALED
 NM2064* NAVD 88 ORTHO HEIGHT -   351.867 (meters)     1154.42  (feet) ADJUSTED
 NM2064  ______________________________________________________________________
 NM2064  GEOID HEIGHT    -        -25.587 (meters)                     GEOID18
 NM2064  DYNAMIC HEIGHT  -        351.766 (meters)     1154.09  (feet) COMP
 NM2064  MODELED GRAVITY -    980,323.6   (mgal)                       NAVD 88
 NM2064
 NM2064  VERT ORDER      -  FIRST     CLASS II
 NM2064
 NM2064.The horizontal coordinates were scaled from a map and have
 NM2064.an estimated accuracy of +/- 6 seconds.
 NM2064
 NM2064.The orthometric height was determined by differential leveling and
 NM2064.adjusted by the NATIONAL GEODETIC SURVEY
 NM2064.in June 1994.
 NM2064
 NM2064.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2064.GEOID18 height accuracy estimate available here.
 NM2064
 NM2064.Click photographs - Photos may exist for this station.
 NM2064
 NM2064.The dynamic height is computed by dividing the NAVD 88
 NM2064.geopotential number by the normal gravity value computed on the
 NM2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2064.degrees latitude (g = 980.6199 gals.).
 NM2064
 NM2064.The modeled gravity was interpolated from observed gravity values.
 NM2064
 NM2064;                    North         East    Units  Estimated Accuracy
 NM2064;SPC SD S     -    62,960.      864,770.      MT  (+/- 180 meters Scaled)
 NM2064
 NM2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN558463(NAD 83)
 NM2064
 NM2064                          SUPERSEDED SURVEY CONTROL
 NM2064
 NM2064.No superseded survey control is available for this station.
 NM2064
 NM2064_MARKER: DB = BENCH MARK DISK
 NM2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2064_STAMPING: 50-400.22 1977 1153.82
 NM2064_MARK LOGO: SDDT
 NM2064_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2064+STABILITY: SURFACE MOTION
 NM2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2064+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2064
 NM2064  HISTORY     - Date     Condition        Report By
 NM2064  HISTORY     - 1977     MONUMENTED       SDDT
 NM2064  HISTORY     - 19930908 GOOD             NGS
 NM2064  HISTORY     - 20120403 GOOD             INDIV
 NM2064
 NM2064                          STATION DESCRIPTION
 NM2064
 NM2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2064'13.9 KM (8.65 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2064'OF STATE HIGHWAY 19 IN VERMILLION, 84.0 M (275.6 FT) SOUTHEAST OF
 NM2064'MILEPOST 400, 13.1 M (43.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 NM2064'UNION PACIFIC RAILROAD, 9.8 M (32.2 FT) NORTHEAST OF THE CENTERLINE
 NM2064'OF THE WESTBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT) BELOW THE LEVEL
 NM2064'OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE
 NM2064'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 NM2064
 NM2064                          STATION RECOVERY (2012)
 NM2064
 NM2064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2063 ***********************************************************************
 NM2063  DESIGNATION -  50 401.30
 NM2063  PID         -  NM2063
 NM2063  STATE/COUNTY-  SD/CLAY
 NM2063  COUNTRY     -  US
 NM2063  USGS QUAD   -  MECKLING (2017)
 NM2063
 NM2063                         *CURRENT SURVEY CONTROL
 NM2063  ______________________________________________________________________
 NM2063* NAD 83(1986) POSITION- 42 50 37.     (N) 097 04 29.     (W)   SCALED
 NM2063* NAVD 88 ORTHO HEIGHT -   351.489 (meters)     1153.18  (feet) ADJUSTED
 NM2063  ______________________________________________________________________
 NM2063  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM2063  DYNAMIC HEIGHT  -        351.387 (meters)     1152.84  (feet) COMP
 NM2063  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 NM2063
 NM2063  VERT ORDER      -  FIRST     CLASS II
 NM2063
 NM2063.The horizontal coordinates were scaled from a map and have
 NM2063.an estimated accuracy of +/- 6 seconds.
 NM2063
 NM2063.The orthometric height was determined by differential leveling and
 NM2063.adjusted by the NATIONAL GEODETIC SURVEY
 NM2063.in June 1994.
 NM2063
 NM2063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2063.GEOID18 height accuracy estimate available here.
 NM2063
 NM2063.Click photographs - Photos may exist for this station.
 NM2063
 NM2063.The dynamic height is computed by dividing the NAVD 88
 NM2063.geopotential number by the normal gravity value computed on the
 NM2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2063.degrees latitude (g = 980.6199 gals.).
 NM2063
 NM2063.The modeled gravity was interpolated from observed gravity values.
 NM2063
 NM2063;                    North         East    Units  Estimated Accuracy
 NM2063;SPC SD S     -    61,910.      866,310.      MT  (+/- 180 meters Scaled)
 NM2063
 NM2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN573452(NAD 83)
 NM2063
 NM2063                          SUPERSEDED SURVEY CONTROL
 NM2063
 NM2063.No superseded survey control is available for this station.
 NM2063
 NM2063_MARKER: DB = BENCH MARK DISK
 NM2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2063_STAMPING: 50-401.30 1974 1152.57
 NM2063_MARK LOGO: SDDT
 NM2063_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2063+STABILITY: SURFACE MOTION
 NM2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2063+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2063
 NM2063  HISTORY     - Date     Condition        Report By
 NM2063  HISTORY     - 1974     MONUMENTED       SDDT
 NM2063  HISTORY     - 19930908 GOOD             NGS
 NM2063  HISTORY     - 20060807 GOOD             INDIV
 NM2063  HISTORY     - 20111120 GOOD             GEOCAC
 NM2063  HISTORY     - 20120403 GOOD             INDIV
 NM2063
 NM2063                          STATION DESCRIPTION
 NM2063
 NM2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2063'12.0 KM (7.45 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2063'OF STATE HIGHWAY 19 IN VERMILLION, 423.0 M (1387.8 FT) SOUTHEAST OF
 NM2063'MILEPOST 401, 32.0 M (105.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NM2063'EASTBOUND LANES OF THE HIGHWAY, 12.2 M (40.0 FT) SOUTHWEST OF THE
 NM2063'CENTERLINE OF A SERVICE ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 NM2063'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, 0.1 M (0.3 FT)
 NM2063'NORTHEAST OF A STEEL GUARD POST, AND THE MONUMENT IS FLUSH WITH THE
 NM2063'GROUND SURFACE.
 NM2063
 NM2063                          STATION RECOVERY (2006)
 NM2063
 NM2063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JHC)
 NM2063'RECOVERED IN GOOD CONDITION.
 NM2063
 NM2063                          STATION RECOVERY (2011)
 NM2063
 NM2063'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 NM2063'ACCURATE COORDINATES -- N 42  52.929' W 97  17.395'
 NM2063
 NM2063                          STATION RECOVERY (2012)
 NM2063
 NM2063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2062 ***********************************************************************
 NM2062  DESIGNATION -  50 402.49
 NM2062  PID         -  NM2062
 NM2062  STATE/COUNTY-  SD/CLAY
 NM2062  COUNTRY     -  US
 NM2062  USGS QUAD   -  MECKLING (2017)
 NM2062
 NM2062                         *CURRENT SURVEY CONTROL
 NM2062  ______________________________________________________________________
 NM2062* NAD 83(1986) POSITION- 42 50 02.     (N) 097 03 07.     (W)   SCALED
 NM2062* NAVD 88 ORTHO HEIGHT -   351.058 (meters)     1151.76  (feet) ADJUSTED
 NM2062  ______________________________________________________________________
 NM2062  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM2062  DYNAMIC HEIGHT  -        350.956 (meters)     1151.43  (feet) COMP
 NM2062  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 NM2062
 NM2062  VERT ORDER      -  FIRST     CLASS II
 NM2062
 NM2062.The horizontal coordinates were scaled from a map and have
 NM2062.an estimated accuracy of +/- 6 seconds.
 NM2062
 NM2062.The orthometric height was determined by differential leveling and
 NM2062.adjusted by the NATIONAL GEODETIC SURVEY
 NM2062.in June 1994.
 NM2062
 NM2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2062.GEOID18 height accuracy estimate available here.
 NM2062
 NM2062.Click photographs - Photos may exist for this station.
 NM2062
 NM2062.The dynamic height is computed by dividing the NAVD 88
 NM2062.geopotential number by the normal gravity value computed on the
 NM2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2062.degrees latitude (g = 980.6199 gals.).
 NM2062
 NM2062.The modeled gravity was interpolated from observed gravity values.
 NM2062
 NM2062;                    North         East    Units  Estimated Accuracy
 NM2062;SPC SD S     -    60,910.      868,220.      MT  (+/- 180 meters Scaled)
 NM2062
 NM2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN592442(NAD 83)
 NM2062
 NM2062                          SUPERSEDED SURVEY CONTROL
 NM2062
 NM2062.No superseded survey control is available for this station.
 NM2062
 NM2062_MARKER: DB = BENCH MARK DISK
 NM2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2062_STAMPING: 50-402.49 1974 1151.09
 NM2062_MARK LOGO: SDDT
 NM2062_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2062+STABILITY: SURFACE MOTION
 NM2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2062+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2062
 NM2062  HISTORY     - Date     Condition        Report By
 NM2062  HISTORY     - 1977     MONUMENTED       SDDT
 NM2062  HISTORY     - 19930908 GOOD             NGS
 NM2062  HISTORY     - 20120403 GOOD             INDIV
 NM2062
 NM2062                          STATION DESCRIPTION
 NM2062
 NM2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2062'10.1 KM (6.25 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2062'OF STATE HIGHWAY 19 IN VERMILLION, 32.0 M (105.0 FT) SOUTHWEST OF THE
 NM2062'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 NM2062'NORTHEAST OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NM2062'0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 NM2062'WITH THE GROUND SURFACE.
 NM2062
 NM2062                          STATION RECOVERY (2012)
 NM2062
 NM2062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2061 ***********************************************************************
 NM2061  DESIGNATION -  50 403.00
 NM2061  PID         -  NM2061
 NM2061  STATE/COUNTY-  SD/CLAY
 NM2061  COUNTRY     -  US
 NM2061  USGS QUAD   -  MECKLING (2017)
 NM2061
 NM2061                         *CURRENT SURVEY CONTROL
 NM2061  ______________________________________________________________________
 NM2061* NAD 83(1986) POSITION- 42 49 48.38   (N) 097 02 36.98   (W)   HD_HELD1
 NM2061* NAVD 88 ORTHO HEIGHT -   351.046 (meters)     1151.72  (feet) ADJUSTED
 NM2061  ______________________________________________________________________
 NM2061  GEOID HEIGHT    -        -25.599 (meters)                     GEOID18
 NM2061  DYNAMIC HEIGHT  -        350.944 (meters)     1151.39  (feet) COMP
 NM2061  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 NM2061
 NM2061  VERT ORDER      -  FIRST     CLASS II
 NM2061
 NM2061.The horizontal coordinates were determined by differentially corrected
 NM2061.hand held GPS observations or other comparable positioning techniques
 NM2061.and have an estimated accuracy of +/- 3 meters.
 NM2061
 NM2061.The orthometric height was determined by differential leveling and
 NM2061.adjusted by the NATIONAL GEODETIC SURVEY
 NM2061.in June 1994.
 NM2061
 NM2061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2061.GEOID18 height accuracy estimate available here.
 NM2061
 NM2061.Click photographs - Photos may exist for this station.
 NM2061
 NM2061.The dynamic height is computed by dividing the NAVD 88
 NM2061.geopotential number by the normal gravity value computed on the
 NM2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2061.degrees latitude (g = 980.6199 gals.).
 NM2061
 NM2061.The modeled gravity was interpolated from observed gravity values.
 NM2061
 NM2061;                    North         East    Units  Estimated Accuracy
 NM2061;SPC SD S     -    60,514.1     868,915.3     MT  (+/- 3 meters HH1 GPS) 
 NM2061
 NM2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5990343804(NAD 83)
 NM2061
 NM2061                          SUPERSEDED SURVEY CONTROL
 NM2061
 NM2061.No superseded survey control is available for this station.
 NM2061
 NM2061_MARKER: Z = SEE DESCRIPTION
 NM2061_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2061_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2061_STAMPING: 50-403.00 1993
 NM2061_MARK LOGO: NGS
 NM2061_PROJECTION: FLUSH
 NM2061_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2061+STABILITY: POSITION/ELEVATION WELL
 NM2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2061+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2061_ROD/PIPE-DEPTH: 6.4 meters
 NM2061_SLEEVE-DEPTH  : 3.0 meters
 NM2061
 NM2061  HISTORY     - Date     Condition        Report By
 NM2061  HISTORY     - 1993     MONUMENTED       SDDT
 NM2061  HISTORY     - 19930908 GOOD             NGS
 NM2061  HISTORY     - 20120403 GOOD             INDIV
 NM2061
 NM2061                          STATION DESCRIPTION
 NM2061
 NM2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2061'9.2 KM (5.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2061'STATE HIGHWAY 19 IN VERMILLION, 31.0 M (101.7 FT) SOUTHWEST OF THE
 NM2061'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 19.8 M (65.0 FT)
 NM2061'SOUTHWEST OF MILEPOST 403, 17.4 M (57.1 FT) NORTH OF THE CENTERLINE
 NM2061'OF A PAVED ROAD, 3.3 M (10.8 FT) NORTHWEST OF A FENCE CORNER, 1.0 M
 NM2061'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF
 NM2061'A WITNESS POST, AND 0.4 M (1.3 FT) SOUTHWEST OF A STEEL GUARD POST.
 NM2061'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 NM2061'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A
 NM2061'4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM2061'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2061
 NM2061                          STATION RECOVERY (2012)
 NM2061
 NM2061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2061'LID AND RING BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2059 ***********************************************************************
 NM2059  DESIGNATION -  50 403.50
 NM2059  PID         -  NM2059
 NM2059  STATE/COUNTY-  SD/CLAY
 NM2059  COUNTRY     -  US
 NM2059  USGS QUAD   -  MECKLING (2017)
 NM2059
 NM2059                         *CURRENT SURVEY CONTROL
 NM2059  ______________________________________________________________________
 NM2059* NAD 83(1986) POSITION- 42 49 36.     (N) 097 02 02.     (W)   SCALED
 NM2059* NAVD 88 ORTHO HEIGHT -   351.554 (meters)     1153.39  (feet) ADJUSTED
 NM2059  ______________________________________________________________________
 NM2059  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 NM2059  DYNAMIC HEIGHT  -        351.452 (meters)     1153.06  (feet) COMP
 NM2059  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 NM2059
 NM2059  VERT ORDER      -  FIRST     CLASS II
 NM2059
 NM2059.The horizontal coordinates were scaled from a map and have
 NM2059.an estimated accuracy of +/- 6 seconds.
 NM2059
 NM2059.The orthometric height was determined by differential leveling and
 NM2059.adjusted by the NATIONAL GEODETIC SURVEY
 NM2059.in June 1994.
 NM2059
 NM2059.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2059.GEOID18 height accuracy estimate available here.
 NM2059
 NM2059.Click photographs - Photos may exist for this station.
 NM2059
 NM2059.The dynamic height is computed by dividing the NAVD 88
 NM2059.geopotential number by the normal gravity value computed on the
 NM2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2059.degrees latitude (g = 980.6199 gals.).
 NM2059
 NM2059.The modeled gravity was interpolated from observed gravity values.
 NM2059
 NM2059;                    North         East    Units  Estimated Accuracy
 NM2059;SPC SD S     -    60,160.      869,720.      MT  (+/- 180 meters Scaled)
 NM2059
 NM2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN607434(NAD 83)
 NM2059
 NM2059                          SUPERSEDED SURVEY CONTROL
 NM2059
 NM2059.No superseded survey control is available for this station.
 NM2059
 NM2059_MARKER: DB = BENCH MARK DISK
 NM2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2059_STAMPING: 50-403.50 1993
 NM2059_MARK LOGO: SDDT
 NM2059_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2059+STABILITY: SURFACE MOTION
 NM2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2059+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2059
 NM2059  HISTORY     - Date     Condition        Report By
 NM2059  HISTORY     - 1993     MONUMENTED       SDDT
 NM2059  HISTORY     - 19930908 GOOD             NGS
 NM2059  HISTORY     - 20120403 GOOD             INDIV
 NM2059
 NM2059                          STATION DESCRIPTION
 NM2059
 NM2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2059'8.3 KM (5.15 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2059'STATE HIGHWAY 19 IN VERMILLION, 18.0 M (59.1 FT) NORTHEAST OF AND
 NM2059'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.3
 NM2059'M (20.7 FT) SOUTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 NM2059'2.3 M (7.5 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.4 M
 NM2059'(1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 NM2059'THE GROUND SURFACE.
 NM2059
 NM2059                          STATION RECOVERY (2012)
 NM2059
 NM2059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2058 ***********************************************************************
 NM2058  DESIGNATION -  50 404.05
 NM2058  PID         -  NM2058
 NM2058  STATE/COUNTY-  SD/CLAY
 NM2058  COUNTRY     -  US
 NM2058  USGS QUAD   -  MECKLING (2017)
 NM2058
 NM2058                         *CURRENT SURVEY CONTROL
 NM2058  ______________________________________________________________________
 NM2058* NAD 83(1986) POSITION- 42 49 21.     (N) 097 01 33.     (W)   SCALED
 NM2058* NAVD 88 ORTHO HEIGHT -   350.718 (meters)     1150.65  (feet) ADJUSTED
 NM2058  ______________________________________________________________________
 NM2058  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM2058  DYNAMIC HEIGHT  -        350.616 (meters)     1150.31  (feet) COMP
 NM2058  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 NM2058
 NM2058  VERT ORDER      -  FIRST     CLASS II
 NM2058
 NM2058.The horizontal coordinates were scaled from a map and have
 NM2058.an estimated accuracy of +/- 6 seconds.
 NM2058
 NM2058.The orthometric height was determined by differential leveling and
 NM2058.adjusted by the NATIONAL GEODETIC SURVEY
 NM2058.in June 1994.
 NM2058
 NM2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2058.GEOID18 height accuracy estimate available here.
 NM2058
 NM2058.Click photographs - Photos may exist for this station.
 NM2058
 NM2058.The dynamic height is computed by dividing the NAVD 88
 NM2058.geopotential number by the normal gravity value computed on the
 NM2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2058.degrees latitude (g = 980.6199 gals.).
 NM2058
 NM2058.The modeled gravity was interpolated from observed gravity values.
 NM2058
 NM2058;                    North         East    Units  Estimated Accuracy
 NM2058;SPC SD S     -    59,730.      870,400.      MT  (+/- 180 meters Scaled)
 NM2058
 NM2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN613429(NAD 83)
 NM2058
 NM2058                          SUPERSEDED SURVEY CONTROL
 NM2058
 NM2058.No superseded survey control is available for this station.
 NM2058
 NM2058_MARKER: DB = BENCH MARK DISK
 NM2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2058_STAMPING: 50-404.05 1993
 NM2058_MARK LOGO: SDDT
 NM2058_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2058+STABILITY: SURFACE MOTION
 NM2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2058+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2058
 NM2058  HISTORY     - Date     Condition        Report By
 NM2058  HISTORY     - 1993     MONUMENTED       SDDT
 NM2058  HISTORY     - 19930908 GOOD             NGS
 NM2058  HISTORY     - 20120403 GOOD             INDIV
 NM2058
 NM2058                          STATION DESCRIPTION
 NM2058
 NM2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2058'7.5 KM (4.65 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2058'STATE HIGHWAY 19 IN VERMILLION, 58.0 M (190.3 FT) SOUTHEAST OF
 NM2058'MILEPOST 404, 41.5 M (136.2 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NM2058'EASTBOUND LANES OF THE HIGHWAY, 20.8 M (68.2 FT) SOUTHEAST OF THE
 NM2058'CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NM2058'HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 NM2058'IS FLUSH WITH THE GROUND SURFACE.
 NM2058
 NM2058                          STATION RECOVERY (2012)
 NM2058
 NM2058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2056 ***********************************************************************
 NM2056  DESIGNATION -  50 406.15
 NM2056  PID         -  NM2056
 NM2056  STATE/COUNTY-  SD/CLAY
 NM2056  COUNTRY     -  US
 NM2056  USGS QUAD   -  VERMILLION (2017)
 NM2056
 NM2056                         *CURRENT SURVEY CONTROL
 NM2056  ______________________________________________________________________
 NM2056* NAD 83(1986) POSITION- 42 48 19.     (N) 096 59 43.     (W)   SCALED
 NM2056* NAVD 88 ORTHO HEIGHT -   349.335 (meters)     1146.11  (feet) ADJUSTED
 NM2056  ______________________________________________________________________
 NM2056  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 NM2056  DYNAMIC HEIGHT  -        349.233 (meters)     1145.78  (feet) COMP
 NM2056  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 NM2056
 NM2056  VERT ORDER      -  FIRST     CLASS II
 NM2056
 NM2056.The horizontal coordinates were scaled from a map and have
 NM2056.an estimated accuracy of +/- 6 seconds.
 NM2056
 NM2056.The orthometric height was determined by differential leveling and
 NM2056.adjusted by the NATIONAL GEODETIC SURVEY
 NM2056.in June 1994.
 NM2056
 NM2056.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2056.GEOID18 height accuracy estimate available here.
 NM2056
 NM2056.Click photographs - Photos may exist for this station.
 NM2056
 NM2056.The dynamic height is computed by dividing the NAVD 88
 NM2056.geopotential number by the normal gravity value computed on the
 NM2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2056.degrees latitude (g = 980.6199 gals.).
 NM2056
 NM2056.The modeled gravity was interpolated from observed gravity values.
 NM2056
 NM2056;                    North         East    Units  Estimated Accuracy
 NM2056;SPC SD S     -    57,920.      872,980.      MT  (+/- 180 meters Scaled)
 NM2056
 NM2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN639411(NAD 83)
 NM2056
 NM2056                          SUPERSEDED SURVEY CONTROL
 NM2056
 NM2056.No superseded survey control is available for this station.
 NM2056
 NM2056_MARKER: DB = BENCH MARK DISK
 NM2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2056_STAMPING: 50-406.15 1974
 NM2056_MARK LOGO: SDDT
 NM2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2056+STABILITY: SURFACE MOTION
 NM2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2056+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2056
 NM2056  HISTORY     - Date     Condition        Report By
 NM2056  HISTORY     - 1974     MONUMENTED       SDDT
 NM2056  HISTORY     - 19930908 GOOD             NGS
 NM2056  HISTORY     - 20120403 GOOD             INDIV
 NM2056
 NM2056                          STATION DESCRIPTION
 NM2056
 NM2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2056'4.1 KM (2.55 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2056'STATE HIGHWAY 19 IN VERMILLION, 188.0 M (616.8 FT) SOUTHEAST OF
 NM2056'MILEPOST 406, 32.0 M (105.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NM2056'EASTBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 NM2056'HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A FENCE, 0.25 M (0.82 FT)
 NM2056'NORTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF A STEEL
 NM2056'GUARD POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2056
 NM2056                          STATION RECOVERY (2012)
 NM2056
 NM2056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM2056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2055 ***********************************************************************
 NM2055  DESIGNATION -  50 406.54
 NM2055  PID         -  NM2055
 NM2055  STATE/COUNTY-  SD/CLAY
 NM2055  COUNTRY     -  US
 NM2055  USGS QUAD   -  VERMILLION (2017)
 NM2055
 NM2055                         *CURRENT SURVEY CONTROL
 NM2055  ______________________________________________________________________
 NM2055* NAD 83(1986) POSITION- 42 48 03.     (N) 096 59 14.     (W)   SCALED
 NM2055* NAVD 88 ORTHO HEIGHT -   350.333 (meters)     1149.38  (feet) ADJUSTED
 NM2055  ______________________________________________________________________
 NM2055  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 NM2055  DYNAMIC HEIGHT  -        350.230 (meters)     1149.05  (feet) COMP
 NM2055  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 NM2055
 NM2055  VERT ORDER      -  FIRST     CLASS II
 NM2055
 NM2055.The horizontal coordinates were scaled from a map and have
 NM2055.an estimated accuracy of +/- 6 seconds.
 NM2055
 NM2055.The orthometric height was determined by differential leveling and
 NM2055.adjusted by the NATIONAL GEODETIC SURVEY
 NM2055.in June 1994.
 NM2055
 NM2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2055.GEOID18 height accuracy estimate available here.
 NM2055
 NM2055.Click photographs - Photos may exist for this station.
 NM2055
 NM2055.The dynamic height is computed by dividing the NAVD 88
 NM2055.geopotential number by the normal gravity value computed on the
 NM2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2055.degrees latitude (g = 980.6199 gals.).
 NM2055
 NM2055.The modeled gravity was interpolated from observed gravity values.
 NM2055
 NM2055;                    North         East    Units  Estimated Accuracy
 NM2055;SPC SD S     -    57,450.      873,650.      MT  (+/- 180 meters Scaled)
 NM2055
 NM2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN645406(NAD 83)
 NM2055
 NM2055                          SUPERSEDED SURVEY CONTROL
 NM2055
 NM2055.No superseded survey control is available for this station.
 NM2055
 NM2055_MARKER: DB = BENCH MARK DISK
 NM2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2055_STAMPING: 50-406.54 1974
 NM2055_MARK LOGO: SDDT
 NM2055_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2055+STABILITY: SURFACE MOTION
 NM2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2055+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2055
 NM2055  HISTORY     - Date     Condition        Report By
 NM2055  HISTORY     - 1974     MONUMENTED       SDDT
 NM2055  HISTORY     - 19930908 GOOD             NGS
 NM2055  HISTORY     - 20120403 GOOD             INDIV
 NM2055
 NM2055                          STATION DESCRIPTION
 NM2055
 NM2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2055'3.9 KM (2.40 MI) WESTERLY ALONG STATE HIGHWAY 50 BUSINESS FROM THE
 NM2055'JUNCTION OF STATE HIGHWAY 19 IN VERMILLION, 98.0 M (321.5 FT)
 NM2055'SOUTHEAST OF THE CENTER OF A CROSSOVER FROM THE BUSINESS HIGHWAY TO
 NM2055'STATE HIGHWAY 50, 15.2 M (49.9 FT) NORTHEAST OF THE HIGHWAY
 NM2055'CENTERLINE, 8.3 M (27.2 FT) SOUTHWEST OF THE NEAR RAIL OF A RAILROAD
 NM2055'TRACK, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M (0.82
 NM2055'FT) NORTHEAST OF A WITNESS POST, 0.15 M (0.49 FT) SOUTHWEST OF A
 NM2055'STEEL GUARD POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2055
 NM2055                          STATION RECOVERY (2012)
 NM2055
 NM2055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM2055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2054 ***********************************************************************
 NM2054  DESIGNATION -  50 407.00
 NM2054  PID         -  NM2054
 NM2054  STATE/COUNTY-  SD/CLAY
 NM2054  COUNTRY     -  US
 NM2054  USGS QUAD   -  VERMILLION (2017)
 NM2054
 NM2054                         *CURRENT SURVEY CONTROL
 NM2054  ______________________________________________________________________
 NM2054* NAD 83(1986) POSITION- 42 47 42.     (N) 096 58 59.     (W)   SCALED
 NM2054* NAVD 88 ORTHO HEIGHT -   350.132 (meters)     1148.72  (feet) ADJUSTED
 NM2054  ______________________________________________________________________
 NM2054  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 NM2054  DYNAMIC HEIGHT  -        350.029 (meters)     1148.39  (feet) COMP
 NM2054  MODELED GRAVITY -    980,315.6   (mgal)                       NAVD 88
 NM2054
 NM2054  VERT ORDER      -  FIRST     CLASS II
 NM2054
 NM2054.The horizontal coordinates were scaled from a map and have
 NM2054.an estimated accuracy of +/- 6 seconds.
 NM2054
 NM2054.The orthometric height was determined by differential leveling and
 NM2054.adjusted by the NATIONAL GEODETIC SURVEY
 NM2054.in June 1994.
 NM2054
 NM2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2054.GEOID18 height accuracy estimate available here.
 NM2054
 NM2054.Click photographs - Photos may exist for this station.
 NM2054
 NM2054.The dynamic height is computed by dividing the NAVD 88
 NM2054.geopotential number by the normal gravity value computed on the
 NM2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2054.degrees latitude (g = 980.6199 gals.).
 NM2054
 NM2054.The modeled gravity was interpolated from observed gravity values.
 NM2054
 NM2054;                    North         East    Units  Estimated Accuracy
 NM2054;SPC SD S     -    56,820.      874,020.      MT  (+/- 180 meters Scaled)
 NM2054
 NM2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN649400(NAD 83)
 NM2054
 NM2054                          SUPERSEDED SURVEY CONTROL
 NM2054
 NM2054.No superseded survey control is available for this station.
 NM2054
 NM2054_MARKER: Z = SEE DESCRIPTION
 NM2054_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2054_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2054_STAMPING: 50-407.00 1993
 NM2054_MARK LOGO: NGS
 NM2054_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2054_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2054+STABILITY: POSITION/ELEVATION WELL
 NM2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2054+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2054_ROD/PIPE-DEPTH: 6.4 meters
 NM2054_SLEEVE-DEPTH  : 3.0 meters
 NM2054
 NM2054  HISTORY     - Date     Condition        Report By
 NM2054  HISTORY     - 1993     MONUMENTED       SDDT
 NM2054  HISTORY     - 19930908 GOOD             NGS
 NM2054  HISTORY     - 20120403 GOOD             INDIV
 NM2054
 NM2054                          STATION DESCRIPTION
 NM2054
 NM2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2054'2.7 KM (1.65 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2054'STATE HIGHWAY 19 IN VERMILLION, 36.5 M (119.8 FT) NORTH OF THE
 NM2054'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 24.4 M (80.1 FT)
 NM2054'NORTH-NORTHWEST OF MILEPOST 407, 8.0 M (26.2 FT) BELOW THE LEVEL OF
 NM2054'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3
 NM2054'FT) SOUTH OF A STEEL GUARD POST.  NOTE--THE DATUM POINT IS A
 NM2054'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 NM2054'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 NM2054'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 NM2054'PVC CAP.
 NM2054
 NM2054                          STATION RECOVERY (2012)
 NM2054
 NM2054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2050 ***********************************************************************
 NM2050  DESIGNATION -  50 407.40
 NM2050  PID         -  NM2050
 NM2050  STATE/COUNTY-  SD/CLAY
 NM2050  COUNTRY     -  US
 NM2050  USGS QUAD   -  VERMILLION (2017)
 NM2050
 NM2050                         *CURRENT SURVEY CONTROL
 NM2050  ______________________________________________________________________
 NM2050* NAD 83(1986) POSITION- 42 47 40.     (N) 096 58 21.     (W)   SCALED
 NM2050* NAVD 88 ORTHO HEIGHT -   349.945 (meters)     1148.11  (feet) ADJUSTED
 NM2050  ______________________________________________________________________
 NM2050  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 NM2050  DYNAMIC HEIGHT  -        349.842 (meters)     1147.77  (feet) COMP
 NM2050  MODELED GRAVITY -    980,316.1   (mgal)                       NAVD 88
 NM2050
 NM2050  VERT ORDER      -  FIRST     CLASS II
 NM2050
 NM2050.The horizontal coordinates were scaled from a map and have
 NM2050.an estimated accuracy of +/- 6 seconds.
 NM2050
 NM2050.The orthometric height was determined by differential leveling and
 NM2050.adjusted by the NATIONAL GEODETIC SURVEY
 NM2050.in June 1994.
 NM2050
 NM2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2050.GEOID18 height accuracy estimate available here.
 NM2050
 NM2050.Click photographs - Photos may exist for this station.
 NM2050
 NM2050.The dynamic height is computed by dividing the NAVD 88
 NM2050.geopotential number by the normal gravity value computed on the
 NM2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2050.degrees latitude (g = 980.6199 gals.).
 NM2050
 NM2050.The modeled gravity was interpolated from observed gravity values.
 NM2050
 NM2050;                    North         East    Units  Estimated Accuracy
 NM2050;SPC SD S     -    56,790.      874,890.      MT  (+/- 180 meters Scaled)
 NM2050
 NM2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN658399(NAD 83)
 NM2050
 NM2050                          SUPERSEDED SURVEY CONTROL
 NM2050
 NM2050.No superseded survey control is available for this station.
 NM2050
 NM2050_MARKER: DB = BENCH MARK DISK
 NM2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2050_STAMPING: 50-407.40 1993
 NM2050_MARK LOGO: SDDT
 NM2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2050+STABILITY: SURFACE MOTION
 NM2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2050+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 NM2050
 NM2050  HISTORY     - Date     Condition        Report By
 NM2050  HISTORY     - 1993     MONUMENTED       SDDT
 NM2050  HISTORY     - 19930908 GOOD             NGS
 NM2050  HISTORY     - 20100403 GOOD             INDIV
 NM2050
 NM2050                          STATION DESCRIPTION
 NM2050
 NM2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2050'2.0 KM (1.25 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2050'STATE HIGHWAY 19 IN VERMILLION, 0.75 KM (0.45 MI) WEST OF THE WEST
 NM2050'END OF A HIGHWAY BRIDGE SPANNING THE VERMILLION RIVER, 49.0 M (160.8
 NM2050'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 NM2050'35.5 M (116.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3
 NM2050'FT) SOUTHWEST OF A FENCE CORNER, 0.15 M (0.49 FT) SOUTH OF A WITNESS
 NM2050'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NM2050'SURFACE.
 NM2050
 NM2050                          STATION RECOVERY (2010)
 NM2050
 NM2050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 NM2050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2051 ***********************************************************************
 NM2051  DESIGNATION -  50 407.53
 NM2051  PID         -  NM2051
 NM2051  STATE/COUNTY-  SD/CLAY
 NM2051  COUNTRY     -  US
 NM2051  USGS QUAD   -  VERMILLION (2017)
 NM2051
 NM2051                         *CURRENT SURVEY CONTROL
 NM2051  ______________________________________________________________________
 NM2051* NAD 83(1986) POSITION- 42 47 27.     (N) 096 58 22.     (W)   SCALED
 NM2051* NAVD 88 ORTHO HEIGHT -   350.436 (meters)     1149.72  (feet) ADJUSTED
 NM2051  ______________________________________________________________________
 NM2051  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 NM2051  DYNAMIC HEIGHT  -        350.333 (meters)     1149.38  (feet) COMP
 NM2051  MODELED GRAVITY -    980,315.4   (mgal)                       NAVD 88
 NM2051
 NM2051  VERT ORDER      -  FIRST     CLASS II
 NM2051
 NM2051.The horizontal coordinates were scaled from a map and have
 NM2051.an estimated accuracy of +/- 6 seconds.
 NM2051
 NM2051.The orthometric height was determined by differential leveling and
 NM2051.adjusted by the NATIONAL GEODETIC SURVEY
 NM2051.in June 1994.
 NM2051
 NM2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2051.GEOID18 height accuracy estimate available here.
 NM2051
 NM2051.Click photographs - Photos may exist for this station.
 NM2051
 NM2051.The dynamic height is computed by dividing the NAVD 88
 NM2051.geopotential number by the normal gravity value computed on the
 NM2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2051.degrees latitude (g = 980.6199 gals.).
 NM2051
 NM2051.The modeled gravity was interpolated from observed gravity values.
 NM2051
 NM2051;                    North         East    Units  Estimated Accuracy
 NM2051;SPC SD S     -    56,390.      874,880.      MT  (+/- 180 meters Scaled)
 NM2051
 NM2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN657395(NAD 83)
 NM2051
 NM2051                          SUPERSEDED SURVEY CONTROL
 NM2051
 NM2051.No superseded survey control is available for this station.
 NM2051
 NM2051_MARKER: DB = BENCH MARK DISK
 NM2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2051_STAMPING: 50-407.53 1974
 NM2051_MARK LOGO: SDDT
 NM2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2051+STABILITY: SURFACE MOTION
 NM2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2051+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 NM2051
 NM2051  HISTORY     - Date     Condition        Report By
 NM2051  HISTORY     - 1974     MONUMENTED       SDDT
 NM2051  HISTORY     - 19930908 GOOD             NGS
 NM2051  HISTORY     - 20100403 GOOD             INDIV
 NM2051
 NM2051                          STATION DESCRIPTION
 NM2051
 NM2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2051'2.3 KM (1.40 MI) WESTERLY ALONG STATE HIGHWAY 50 BUSINESS FROM THE
 NM2051'JUNCTION OF STATE HIGHWAY 19 IN VERMILLION, 24.7 M (81.0 FT)
 NM2051'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, 12.5 M (41.0 FT)
 NM2051'NORTHEAST OF THE HIGHWAY CENTERLINE, 9.9 M (32.5 FT) SOUTHWEST OF THE
 NM2051'NEAR RAIL OF A RAILROAD TRACK, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NM2051'HIGHWAY, 0.15 M (0.49 FT) NORTHEAST OF A WITNESS POST, 0.15 M (0.49
 NM2051'FT) SOUTHWEST OF A STEEL GUARD POST, AND THE MONUMENT IS FLUSH WITH
 NM2051'THE GROUND SURFACE.
 NM2051
 NM2051                          STATION RECOVERY (2010)
 NM2051
 NM2051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 NM2051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2052 ***********************************************************************
 NM2052  DESIGNATION -  50 407.98
 NM2052  PID         -  NM2052
 NM2052  STATE/COUNTY-  SD/CLAY
 NM2052  COUNTRY     -  US
 NM2052  USGS QUAD   -  VERMILLION (2017)
 NM2052
 NM2052                         *CURRENT SURVEY CONTROL
 NM2052  ______________________________________________________________________
 NM2052* NAD 83(1986) POSITION- 42 47 11.     (N) 096 57 59.     (W)   SCALED
 NM2052* NAVD 88 ORTHO HEIGHT -   349.162 (meters)     1145.54  (feet) ADJUSTED
 NM2052  ______________________________________________________________________
 NM2052  GEOID HEIGHT    -        -25.609 (meters)                     GEOID18
 NM2052  DYNAMIC HEIGHT  -        349.059 (meters)     1145.20  (feet) COMP
 NM2052  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 NM2052
 NM2052  VERT ORDER      -  FIRST     CLASS II
 NM2052
 NM2052.The horizontal coordinates were scaled from a map and have
 NM2052.an estimated accuracy of +/- 6 seconds.
 NM2052
 NM2052.The orthometric height was determined by differential leveling and
 NM2052.adjusted by the NATIONAL GEODETIC SURVEY
 NM2052.in June 1994.
 NM2052
 NM2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2052.GEOID18 height accuracy estimate available here.
 NM2052
 NM2052.Click photographs - Photos may exist for this station.
 NM2052
 NM2052.The dynamic height is computed by dividing the NAVD 88
 NM2052.geopotential number by the normal gravity value computed on the
 NM2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2052.degrees latitude (g = 980.6199 gals.).
 NM2052
 NM2052.The modeled gravity was interpolated from observed gravity values.
 NM2052
 NM2052;                    North         East    Units  Estimated Accuracy
 NM2052;SPC SD S     -    55,920.      875,420.      MT  (+/- 180 meters Scaled)
 NM2052
 NM2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN663390(NAD 83)
 NM2052
 NM2052                          SUPERSEDED SURVEY CONTROL
 NM2052
 NM2052.No superseded survey control is available for this station.
 NM2052
 NM2052_MARKER: DB = BENCH MARK DISK
 NM2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2052_STAMPING: 50-407.98 1974
 NM2052_MARK LOGO: SDDT
 NM2052_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2052+STABILITY: SURFACE MOTION
 NM2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2052+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2052
 NM2052  HISTORY     - Date     Condition        Report By
 NM2052  HISTORY     - 1974     MONUMENTED       SDDT
 NM2052  HISTORY     - 19930908 GOOD             NGS
 NM2052
 NM2052                          STATION DESCRIPTION
 NM2052
 NM2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2052'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 50 BUSINESS FROM THE
 NM2052'JUNCTION OF STATE HIGHWAY 19 IN VERMILLION, 90.0 M (295.3 FT)
 NM2052'NORTHWEST OF MILEPOST 408, 14.0 M (45.9 FT) NORTHEAST OF THE HIGHWAY
 NM2052'CENTERLINE, 10.3 M (33.8 FT) SOUTHWEST OF THE NEAR RAIL OF A RAILROAD
 NM2052'TRACK, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.15 M (0.49
 NM2052'FT) NORTHEAST OF A WITNESS POST, 0.15 M (0.49 FT) SOUTHWEST OF A
 NM2052'STEEL GUARD POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2049 ***********************************************************************
 NM2049  DESIGNATION -  50 408.15
 NM2049  PID         -  NM2049
 NM2049  STATE/COUNTY-  SD/CLAY
 NM2049  COUNTRY     -  US
 NM2049  USGS QUAD   -  VERMILLION (2017)
 NM2049
 NM2049                         *CURRENT SURVEY CONTROL
 NM2049  ______________________________________________________________________
 NM2049* NAD 83(1986) POSITION- 42 47 38.     (N) 096 57 31.     (W)   SCALED
 NM2049* NAVD 88 ORTHO HEIGHT -   360.076 (meters)     1181.35  (feet) ADJUSTED
 NM2049  ______________________________________________________________________
 NM2049  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM2049  DYNAMIC HEIGHT  -        359.970 (meters)     1181.00  (feet) COMP
 NM2049  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 NM2049
 NM2049  VERT ORDER      -  FIRST     CLASS II
 NM2049
 NM2049.The horizontal coordinates were scaled from a map and have
 NM2049.an estimated accuracy of +/- 6 seconds.
 NM2049
 NM2049.The orthometric height was determined by differential leveling and
 NM2049.adjusted by the NATIONAL GEODETIC SURVEY
 NM2049.in June 1994.
 NM2049
 NM2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2049.GEOID18 height accuracy estimate available here.
 NM2049
 NM2049.Click photographs - Photos may exist for this station.
 NM2049
 NM2049.The dynamic height is computed by dividing the NAVD 88
 NM2049.geopotential number by the normal gravity value computed on the
 NM2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2049.degrees latitude (g = 980.6199 gals.).
 NM2049
 NM2049.The modeled gravity was interpolated from observed gravity values.
 NM2049
 NM2049;                    North         East    Units  Estimated Accuracy
 NM2049;SPC SD S     -    56,770.      876,020.      MT  (+/- 180 meters Scaled)
 NM2049
 NM2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN669399(NAD 83)
 NM2049
 NM2049                          SUPERSEDED SURVEY CONTROL
 NM2049
 NM2049.No superseded survey control is available for this station.
 NM2049
 NM2049_MARKER: Z = SEE DESCRIPTION
 NM2049_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2049_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2049_STAMPING: 50-408.15 1993
 NM2049_MARK LOGO: NGS
 NM2049_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2049_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2049+STABILITY: POSITION/ELEVATION WELL
 NM2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2049+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2049_ROD/PIPE-DEPTH: 6.4 meters
 NM2049_SLEEVE-DEPTH  : 3.0 meters
 NM2049
 NM2049  HISTORY     - Date     Condition        Report By
 NM2049  HISTORY     - 1993     MONUMENTED       SDDT
 NM2049  HISTORY     - 19930908 GOOD             NGS
 NM2049  HISTORY     - 20120403 GOOD             INDIV
 NM2049
 NM2049                          STATION DESCRIPTION
 NM2049
 NM2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2049'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2049'STATE HIGHWAY 19 IN VERMILLION, 323.0 M (1059.7 FT) EAST OF THE EAST
 NM2049'END OF A BRIDGE SPANNING THE VERMILLION RIVER, 246.0 M (807.1 FT)
 NM2049'EAST OF MILEPOST 408, 29.5 M (96.8 FT) NORTH OF THE CENTERLINE OF THE
 NM2049'WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) SOUTH OF A T-FENCE
 NM2049'CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 NM2049'SOUTH OF A WITNESS POST, AND 0.25 M (0.82 FT) NORTH OF A STEEL GUARD
 NM2049'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 NM2049'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 NM2049'A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM2049'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2049
 NM2049                          STATION RECOVERY (2012)
 NM2049
 NM2049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2053 ***********************************************************************
 NM2053  DESIGNATION -  50 408.25
 NM2053  PID         -  NM2053
 NM2053  STATE/COUNTY-  SD/CLAY
 NM2053  COUNTRY     -  US
 NM2053  USGS QUAD   -  VERMILLION (2017)
 NM2053
 NM2053                         *CURRENT SURVEY CONTROL
 NM2053  ______________________________________________________________________
 NM2053* NAD 83(1986) POSITION- 42 47 06.     (N) 096 57 42.     (W)   SCALED
 NM2053* NAVD 88 ORTHO HEIGHT -   349.750 (meters)     1147.47  (feet) ADJUSTED
 NM2053  ______________________________________________________________________
 NM2053  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 NM2053  DYNAMIC HEIGHT  -        349.647 (meters)     1147.13  (feet) COMP
 NM2053  MODELED GRAVITY -    980,315.2   (mgal)                       NAVD 88
 NM2053
 NM2053  VERT ORDER      -  FIRST     CLASS II
 NM2053
 NM2053.The horizontal coordinates were scaled from a map and have
 NM2053.an estimated accuracy of +/- 6 seconds.
 NM2053
 NM2053.The orthometric height was determined by differential leveling and
 NM2053.adjusted by the NATIONAL GEODETIC SURVEY
 NM2053.in June 1994.
 NM2053
 NM2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2053.GEOID18 height accuracy estimate available here.
 NM2053
 NM2053.Click photographs - Photos may exist for this station.
 NM2053
 NM2053.The dynamic height is computed by dividing the NAVD 88
 NM2053.geopotential number by the normal gravity value computed on the
 NM2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2053.degrees latitude (g = 980.6199 gals.).
 NM2053
 NM2053.The modeled gravity was interpolated from observed gravity values.
 NM2053
 NM2053;                    North         East    Units  Estimated Accuracy
 NM2053;SPC SD S     -    55,780.      875,810.      MT  (+/- 180 meters Scaled)
 NM2053
 NM2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN667389(NAD 83)
 NM2053
 NM2053                          SUPERSEDED SURVEY CONTROL
 NM2053
 NM2053.No superseded survey control is available for this station.
 NM2053
 NM2053_MARKER: Z = SEE DESCRIPTION
 NM2053_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2053_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2053_STAMPING: 50-408.25 1993
 NM2053_MARK LOGO: NGS
 NM2053_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2053_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2053+STABILITY: POSITION/ELEVATION WELL
 NM2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2053+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2013
 NM2053_ROD/PIPE-DEPTH: 6.4 meters
 NM2053_SLEEVE-DEPTH  : 3.0 meters
 NM2053
 NM2053  HISTORY     - Date     Condition        Report By
 NM2053  HISTORY     - 1993     MONUMENTED       SDDT
 NM2053  HISTORY     - 19930908 GOOD             NGS
 NM2053  HISTORY     - 20100403 GOOD             INDIV
 NM2053  HISTORY     - 20130620 GOOD             SDDENR
 NM2053
 NM2053                          STATION DESCRIPTION
 NM2053
 NM2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2053'1.1 KM (0.70 MI) WESTERLY ALONG STATE HIGHWAY 50 BUSINESS FROM THE
 NM2053'JUNCTION OF STATE HIGHWAY 19 IN VERMILLION, 38.8 M (127.3 FT) NORTH
 NM2053'OF THE HIGHWAY CENTERLINE, 35.0 M (114.8 FT) SOUTH OF THE NEAR RAIL
 NM2053'OF A RAILROAD TRACK, 12.5 M (41.0 FT) WEST OF THE CENTER OF A
 NM2053'GRAVELED ROAD LEADING NORTH TO A GRAIN ELEVATOR, 0.6 M (2.0 FT) BELOW
 NM2053'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST,
 NM2053'AND 0.4 M (1.3 FT) NORTHWEST OF A STEEL GUARD POST.  NOTE--THE DATUM
 NM2053'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 NM2053'ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH PIPE SLEEVE.
 NM2053'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 NM2053'THROUGH A 4-INCH PVC CAP.
 NM2053
 NM2053                          STATION RECOVERY (2010)
 NM2053
 NM2053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 NM2053'RECOVERED IN GOOD CONDITION.
 NM2053
 NM2053                          STATION RECOVERY (2013)
 NM2053
 NM2053'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 NM2053'ON THE WEST SIDE OF A DIRT ROAD LEADING NORTH TO A GRAIN ELEVATOR FROM
 NM2053'THE INTERSECTION WITH SD HWY BUSINESS 50L/SD HWY 19/W. CHERRY ST AND
 NM2053'W. MAIN ST, BETWEEN THE INTERSECTION AND THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2048 ***********************************************************************
 NM2048  DESIGNATION -  50 408.40
 NM2048  PID         -  NM2048
 NM2048  STATE/COUNTY-  SD/CLAY
 NM2048  COUNTRY     -  US
 NM2048  USGS QUAD   -  VERMILLION (2017)
 NM2048
 NM2048                         *CURRENT SURVEY CONTROL
 NM2048  ______________________________________________________________________
 NM2048* NAD 83(1986) POSITION- 42 47 38.33   (N) 096 57 13.32   (W)   HD_HELD1
 NM2048* NAVD 88 ORTHO HEIGHT -   367.879 (meters)     1206.95  (feet) ADJUSTED
 NM2048  ______________________________________________________________________
 NM2048  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 NM2048  DYNAMIC HEIGHT  -        367.771 (meters)     1206.60  (feet) COMP
 NM2048  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 NM2048
 NM2048  VERT ORDER      -  FIRST     CLASS II
 NM2048
 NM2048.The horizontal coordinates were determined by differentially corrected
 NM2048.hand held GPS observations or other comparable positioning techniques
 NM2048.and have an estimated accuracy of +/- 3 meters.
 NM2048
 NM2048.The orthometric height was determined by differential leveling and
 NM2048.adjusted by the NATIONAL GEODETIC SURVEY
 NM2048.in June 1994.
 NM2048
 NM2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2048.GEOID18 height accuracy estimate available here.
 NM2048
 NM2048.Click photographs - Photos may exist for this station.
 NM2048
 NM2048.The dynamic height is computed by dividing the NAVD 88
 NM2048.geopotential number by the normal gravity value computed on the
 NM2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2048.degrees latitude (g = 980.6199 gals.).
 NM2048
 NM2048.The modeled gravity was interpolated from observed gravity values.
 NM2048
 NM2048;                    North         East    Units  Estimated Accuracy
 NM2048;SPC SD S     -    56,799.4     876,423.8     MT  (+/- 3 meters HH1 GPS) 
 NM2048
 NM2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6734939967(NAD 83)
 NM2048
 NM2048                          SUPERSEDED SURVEY CONTROL
 NM2048
 NM2048.No superseded survey control is available for this station.
 NM2048
 NM2048_MARKER: DB = BENCH MARK DISK
 NM2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2048_STAMPING: 50-408.40 1993
 NM2048_MARK LOGO: SDDT
 NM2048_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2048+STABILITY: SURFACE MOTION
 NM2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2048+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2048
 NM2048  HISTORY     - Date     Condition        Report By
 NM2048  HISTORY     - 1993     MONUMENTED       SDDT
 NM2048  HISTORY     - 19930908 GOOD             NGS
 NM2048  HISTORY     - 20120403 GOOD             INDIV
 NM2048
 NM2048                          STATION DESCRIPTION
 NM2048
 NM2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2048'0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2048'STATE HIGHWAY 19 IN VERMILLION, 30.1 M (98.8 FT) NORTH OF THE
 NM2048'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT)
 NM2048'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 NM2048'POST AND FENCE, 0.1 M (0.3 FT) SOUTH OF A STEEL GUARD POST, AND THE
 NM2048'MONUMENT PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND SURFACE.
 NM2048
 NM2048                          STATION RECOVERY (2012)
 NM2048
 NM2048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2047 ***********************************************************************
 NM2047  DESIGNATION -  50 408.85
 NM2047  PID         -  NM2047
 NM2047  STATE/COUNTY-  SD/CLAY
 NM2047  COUNTRY     -  US
 NM2047  USGS QUAD   -  VERMILLION (2017)
 NM2047
 NM2047                         *CURRENT SURVEY CONTROL
 NM2047  ______________________________________________________________________
 NM2047* NAD 83(1986) POSITION- 42 47 36.     (N) 096 56 35.     (W)   SCALED
 NM2047* NAVD 88 ORTHO HEIGHT -   370.733 (meters)     1216.31  (feet) ADJUSTED
 NM2047  ______________________________________________________________________
 NM2047  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM2047  DYNAMIC HEIGHT  -        370.625 (meters)     1215.96  (feet) COMP
 NM2047  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 NM2047
 NM2047  VERT ORDER      -  FIRST     CLASS II
 NM2047
 NM2047.The horizontal coordinates were scaled from a map and have
 NM2047.an estimated accuracy of +/- 6 seconds.
 NM2047
 NM2047.The orthometric height was determined by differential leveling and
 NM2047.adjusted by the NATIONAL GEODETIC SURVEY
 NM2047.in June 1994.
 NM2047
 NM2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2047.GEOID18 height accuracy estimate available here.
 NM2047
 NM2047.Click photographs - Photos may exist for this station.
 NM2047
 NM2047.The dynamic height is computed by dividing the NAVD 88
 NM2047.geopotential number by the normal gravity value computed on the
 NM2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2047.degrees latitude (g = 980.6199 gals.).
 NM2047
 NM2047.The modeled gravity was interpolated from observed gravity values.
 NM2047
 NM2047;                    North         East    Units  Estimated Accuracy
 NM2047;SPC SD S     -    56,760.      877,300.      MT  (+/- 180 meters Scaled)
 NM2047
 NM2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN682399(NAD 83)
 NM2047
 NM2047                          SUPERSEDED SURVEY CONTROL
 NM2047
 NM2047.No superseded survey control is available for this station.
 NM2047
 NM2047_MARKER: DB = BENCH MARK DISK
 NM2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2047_STAMPING: 50-408.85 1993
 NM2047_MARK LOGO: SDDT
 NM2047_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2047+STABILITY: SURFACE MOTION
 NM2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2047+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2047
 NM2047  HISTORY     - Date     Condition        Report By
 NM2047  HISTORY     - 1993     MONUMENTED       SDDT
 NM2047  HISTORY     - 19930908 GOOD             NGS
 NM2047  HISTORY     - 20120403 GOOD             INDIV
 NM2047
 NM2047                          STATION DESCRIPTION
 NM2047
 NM2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2047'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2047'STATE HIGHWAY 19 IN VERMILLION, 29.8 M (97.8 FT) NORTH OF THE
 NM2047'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 20.7 M (67.9 FT)
 NM2047'SOUTHWEST OF THE SOUTHWEST CORNER OF KINGDOM HALL, 16.6 M (54.5 FT)
 NM2047'WEST OF A UTILITY LIGHT POLE, 15.3 M (50.2 FT) EAST OF A UTILITY POLE
 NM2047'AND A FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 NM2047'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2047
 NM2047                          STATION RECOVERY (2012)
 NM2047
 NM2047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2046 ***********************************************************************
 NM2046  DESIGNATION -  50 409.40
 NM2046  PID         -  NM2046
 NM2046  STATE/COUNTY-  SD/CLAY
 NM2046  COUNTRY     -  US
 NM2046  USGS QUAD   -  VERMILLION (2017)
 NM2046
 NM2046                         *CURRENT SURVEY CONTROL
 NM2046  ______________________________________________________________________
 NM2046* NAD 83(1986) POSITION- 42 47 38.     (N) 096 56 05.     (W)   SCALED
 NM2046* NAVD 88 ORTHO HEIGHT -   371.408 (meters)     1218.53  (feet) ADJUSTED
 NM2046  ______________________________________________________________________
 NM2046  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM2046  DYNAMIC HEIGHT  -        371.300 (meters)     1218.17  (feet) COMP
 NM2046  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 NM2046
 NM2046  VERT ORDER      -  FIRST     CLASS II
 NM2046
 NM2046.The horizontal coordinates were scaled from a map and have
 NM2046.an estimated accuracy of +/- 6 seconds.
 NM2046
 NM2046.The orthometric height was determined by differential leveling and
 NM2046.adjusted by the NATIONAL GEODETIC SURVEY
 NM2046.in June 1994.
 NM2046
 NM2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2046.GEOID18 height accuracy estimate available here.
 NM2046
 NM2046.Click photographs - Photos may exist for this station.
 NM2046
 NM2046.The dynamic height is computed by dividing the NAVD 88
 NM2046.geopotential number by the normal gravity value computed on the
 NM2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2046.degrees latitude (g = 980.6199 gals.).
 NM2046
 NM2046.The modeled gravity was interpolated from observed gravity values.
 NM2046
 NM2046;                    North         East    Units  Estimated Accuracy
 NM2046;SPC SD S     -    56,850.      877,980.      MT  (+/- 180 meters Scaled)
 NM2046
 NM2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN689399(NAD 83)
 NM2046
 NM2046                          SUPERSEDED SURVEY CONTROL
 NM2046
 NM2046.No superseded survey control is available for this station.
 NM2046
 NM2046_MARKER: DB = BENCH MARK DISK
 NM2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2046_STAMPING: 50-409.40 1993
 NM2046_MARK LOGO: SDDT
 NM2046_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2046+STABILITY: SURFACE MOTION
 NM2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2046+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2046
 NM2046  HISTORY     - Date     Condition        Report By
 NM2046  HISTORY     - 1993     MONUMENTED       SDDT
 NM2046  HISTORY     - 19930908 GOOD             NGS
 NM2046  HISTORY     - 20120403 GOOD             INDIV
 NM2046
 NM2046                          STATION DESCRIPTION
 NM2046
 NM2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2046'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2046'STATE HIGHWAY 19 IN VERMILLION, 30.3 M (99.4 FT) NORTH OF THE HIGHWAY
 NM2046'CENTERLINE, 0.8 M (2.6 FT) NORTH OF A UTILITY GUY POLE, 0.5 M (1.6
 NM2046'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.35 M (1.15 FT) SOUTHEAST OF A
 NM2046'WITNESS POST AND FENCE, 0.1 M (0.3 FT) SOUTH OF A STEEL GUARD POST,
 NM2046'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2046
 NM2046                          STATION RECOVERY (2012)
 NM2046
 NM2046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2042 ***********************************************************************
 NM2042  DESIGNATION -  50 409.95
 NM2042  PID         -  NM2042
 NM2042  STATE/COUNTY-  SD/CLAY
 NM2042  COUNTRY     -  US
 NM2042  USGS QUAD   -  VERMILLION (2017)
 NM2042
 NM2042                         *CURRENT SURVEY CONTROL
 NM2042  ______________________________________________________________________
 NM2042* NAD 83(1986) POSITION- 42 47 36.     (N) 096 55 25.     (W)   SCALED
 NM2042* NAVD 88 ORTHO HEIGHT -   373.363 (meters)     1224.94  (feet) ADJUSTED
 NM2042  ______________________________________________________________________
 NM2042  GEOID HEIGHT    -        -25.582 (meters)                     GEOID18
 NM2042  DYNAMIC HEIGHT  -        373.255 (meters)     1224.59  (feet) COMP
 NM2042  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 NM2042
 NM2042  VERT ORDER      -  FIRST     CLASS II
 NM2042
 NM2042.The horizontal coordinates were scaled from a map and have
 NM2042.an estimated accuracy of +/- 6 seconds.
 NM2042
 NM2042.The orthometric height was determined by differential leveling and
 NM2042.adjusted by the NATIONAL GEODETIC SURVEY
 NM2042.in June 1994.
 NM2042
 NM2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2042.GEOID18 height accuracy estimate available here.
 NM2042
 NM2042.Click photographs - Photos may exist for this station.
 NM2042
 NM2042.The dynamic height is computed by dividing the NAVD 88
 NM2042.geopotential number by the normal gravity value computed on the
 NM2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2042.degrees latitude (g = 980.6199 gals.).
 NM2042
 NM2042.The modeled gravity was interpolated from observed gravity values.
 NM2042
 NM2042;                    North         East    Units  Estimated Accuracy
 NM2042;SPC SD S     -    56,830.      878,890.      MT  (+/- 180 meters Scaled)
 NM2042
 NM2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN698399(NAD 83)
 NM2042
 NM2042                          SUPERSEDED SURVEY CONTROL
 NM2042
 NM2042.No superseded survey control is available for this station.
 NM2042
 NM2042_MARKER: DB = BENCH MARK DISK
 NM2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2042_STAMPING: 50-409.95 1993
 NM2042_MARK LOGO: SDDT
 NM2042_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2042+STABILITY: SURFACE MOTION
 NM2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2042+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2042
 NM2042  HISTORY     - Date     Condition        Report By
 NM2042  HISTORY     - 1993     MONUMENTED       SDDT
 NM2042  HISTORY     - 19930908 GOOD             NGS
 NM2042  HISTORY     - 20120403 GOOD             INDIV
 NM2042
 NM2042                          STATION DESCRIPTION
 NM2042
 NM2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2042'IN VERMILLION, AT THE INTERSECTION OF STATE HIGHWAY 50 AND RATINGEN
 NM2042'STRASSE STREET, 26.2 M (86.0 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 NM2042'CENTERLINE, 24.7 M (81.0 FT) NORTHEAST OF UTILITY POLE NUMBER 15,
 NM2042'17.6 M (57.7 FT) SOUTHWEST OF UTILITY POLE NUMBER 25, 10.8 M (35.4
 NM2042'FT) EAST OF THE STREET CENTERLINE, AND THE MONUMENT PROJECTS 0.05 M
 NM2042'(0.16 FT) ABOVE THE GROUND SURFACE.
 NM2042
 NM2042                          STATION RECOVERY (2012)
 NM2042
 NM2042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2041 ***********************************************************************
 NM2041  DESIGNATION -  50 410.40
 NM2041  PID         -  NM2041
 NM2041  STATE/COUNTY-  SD/CLAY
 NM2041  COUNTRY     -  US
 NM2041  USGS QUAD   -  VERMILLION (2017)
 NM2041
 NM2041                         *CURRENT SURVEY CONTROL
 NM2041  ______________________________________________________________________
 NM2041* NAD 83(1986) POSITION- 42 47 34.     (N) 096 54 54.     (W)   SCALED
 NM2041* NAVD 88 ORTHO HEIGHT -   374.629 (meters)     1229.10  (feet) ADJUSTED
 NM2041  ______________________________________________________________________
 NM2041  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM2041  DYNAMIC HEIGHT  -        374.521 (meters)     1228.74  (feet) COMP
 NM2041  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 NM2041
 NM2041  VERT ORDER      -  FIRST     CLASS II
 NM2041
 NM2041.The horizontal coordinates were scaled from a map and have
 NM2041.an estimated accuracy of +/- 6 seconds.
 NM2041
 NM2041.The orthometric height was determined by differential leveling and
 NM2041.adjusted by the NATIONAL GEODETIC SURVEY
 NM2041.in June 1994.
 NM2041
 NM2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2041.GEOID18 height accuracy estimate available here.
 NM2041
 NM2041.Click photographs - Photos may exist for this station.
 NM2041
 NM2041.The dynamic height is computed by dividing the NAVD 88
 NM2041.geopotential number by the normal gravity value computed on the
 NM2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2041.degrees latitude (g = 980.6199 gals.).
 NM2041
 NM2041.The modeled gravity was interpolated from observed gravity values.
 NM2041
 NM2041;                    North         East    Units  Estimated Accuracy
 NM2041;SPC SD S     -    56,800.      879,590.      MT  (+/- 180 meters Scaled)
 NM2041
 NM2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN705399(NAD 83)
 NM2041
 NM2041                          SUPERSEDED SURVEY CONTROL
 NM2041
 NM2041.No superseded survey control is available for this station.
 NM2041
 NM2041_MARKER: DB = BENCH MARK DISK
 NM2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2041_STAMPING: 50-410.40 1993
 NM2041_MARK LOGO: SDDT
 NM2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2041+STABILITY: SURFACE MOTION
 NM2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2041+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2041
 NM2041  HISTORY     - Date     Condition        Report By
 NM2041  HISTORY     - 1993     MONUMENTED       SDDT
 NM2041  HISTORY     - 19930908 GOOD             NGS
 NM2041  HISTORY     - 20120403 GOOD             INDIV
 NM2041
 NM2041                          STATION DESCRIPTION
 NM2041
 NM2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2041'2.6 KM (1.60 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2041'STATE HIGHWAY 19 IN VERMILLION, 53.0 M (173.9 FT) SOUTH OF THE
 NM2041'SOUTHWEST CORNER OF A BUILDING AT THE MINNEGASCO PUMPING STATION,
 NM2041'26.0 M (85.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 NM2041'THE HIGHWAY, 1.6 M (5.2 FT) SOUTH OF THE SOUTHWEST CORNER OF A FENCE
 NM2041'ENCLOSING THE PUMPING STATION, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 NM2041'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 NM2041'WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 NM2041'GROUND SURFACE.
 NM2041
 NM2041                          STATION RECOVERY (2012)
 NM2041
 NM2041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2040 ***********************************************************************
 NM2040  DESIGNATION -  50 411.00
 NM2040  PID         -  NM2040
 NM2040  STATE/COUNTY-  SD/CLAY
 NM2040  COUNTRY     -  US
 NM2040  USGS QUAD   -  VERMILLION (2017)
 NM2040
 NM2040                         *CURRENT SURVEY CONTROL
 NM2040  ______________________________________________________________________
 NM2040* NAD 83(1986) POSITION- 42 47 23.     (N) 096 54 18.     (W)   SCALED
 NM2040* NAVD 88 ORTHO HEIGHT -   375.494 (meters)     1231.93  (feet) ADJUSTED
 NM2040  ______________________________________________________________________
 NM2040  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 NM2040  DYNAMIC HEIGHT  -        375.386 (meters)     1231.58  (feet) COMP
 NM2040  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 NM2040
 NM2040  VERT ORDER      -  FIRST     CLASS II
 NM2040
 NM2040.The horizontal coordinates were scaled from a map and have
 NM2040.an estimated accuracy of +/- 6 seconds.
 NM2040
 NM2040.The orthometric height was determined by differential leveling and
 NM2040.adjusted by the NATIONAL GEODETIC SURVEY
 NM2040.in June 1994.
 NM2040
 NM2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2040.GEOID18 height accuracy estimate available here.
 NM2040
 NM2040.Click photographs - Photos may exist for this station.
 NM2040
 NM2040.The dynamic height is computed by dividing the NAVD 88
 NM2040.geopotential number by the normal gravity value computed on the
 NM2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2040.degrees latitude (g = 980.6199 gals.).
 NM2040
 NM2040.The modeled gravity was interpolated from observed gravity values.
 NM2040
 NM2040;                    North         East    Units  Estimated Accuracy
 NM2040;SPC SD S     -    56,490.      880,420.      MT  (+/- 180 meters Scaled)
 NM2040
 NM2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN713395(NAD 83)
 NM2040
 NM2040                          SUPERSEDED SURVEY CONTROL
 NM2040
 NM2040.No superseded survey control is available for this station.
 NM2040
 NM2040_MARKER: Z = SEE DESCRIPTION
 NM2040_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2040_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2040_STAMPING: 50-411.00 1993
 NM2040_MARK LOGO: NGS
 NM2040_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2040_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2040+STABILITY: POSITION/ELEVATION WELL
 NM2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2040+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2040_ROD/PIPE-DEPTH: 6.4 meters
 NM2040_SLEEVE-DEPTH  : 3.0 meters
 NM2040
 NM2040  HISTORY     - Date     Condition        Report By
 NM2040  HISTORY     - 1993     MONUMENTED       SDDT
 NM2040  HISTORY     - 19930908 GOOD             NGS
 NM2040  HISTORY     - 20120403 GOOD             INDIV
 NM2040
 NM2040                          STATION DESCRIPTION
 NM2040
 NM2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2040'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2040'STATE HIGHWAY 19 IN VERMILLION, 47.9 M (157.2 FT) NORTHWEST OF
 NM2040'MILEPOST 411, 38.9 M (127.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 NM2040'A HIGHWAY DEPARTMENT MAINTENANCE BUILDING, 34.8 M (114.2 FT)
 NM2040'NORTHEAST OF THE HIGHWAY CENTERLINE, 17.1 M (56.1 FT) EAST OF A
 NM2040'FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 NM2040'FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 NM2040'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 NM2040'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 NM2040'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 NM2040'PVC CAP.
 NM2040
 NM2040                          STATION RECOVERY (2012)
 NM2040
 NM2040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2039 ***********************************************************************
 NM2039  DESIGNATION -  50 411.80
 NM2039  PID         -  NM2039
 NM2039  STATE/COUNTY-  SD/CLAY
 NM2039  COUNTRY     -  US
 NM2039  USGS QUAD   -  VERMILLION (2017)
 NM2039
 NM2039                         *CURRENT SURVEY CONTROL
 NM2039  ______________________________________________________________________
 NM2039* NAD 83(1986) POSITION- 42 47 09.47   (N) 096 53 22.81   (W)   HD_HELD1
 NM2039* NAVD 88 ORTHO HEIGHT -   379.106 (meters)     1243.78  (feet) ADJUSTED
 NM2039  ______________________________________________________________________
 NM2039  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 NM2039  DYNAMIC HEIGHT  -        378.998 (meters)     1243.43  (feet) COMP
 NM2039  MODELED GRAVITY -    980,323.9   (mgal)                       NAVD 88
 NM2039
 NM2039  VERT ORDER      -  FIRST     CLASS II
 NM2039
 NM2039.The horizontal coordinates were determined by differentially corrected
 NM2039.hand held GPS observations or other comparable positioning techniques
 NM2039.and have an estimated accuracy of +/- 3 meters.
 NM2039
 NM2039.The orthometric height was determined by differential leveling and
 NM2039.adjusted by the NATIONAL GEODETIC SURVEY
 NM2039.in June 1994.
 NM2039
 NM2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2039.GEOID18 height accuracy estimate available here.
 NM2039
 NM2039.Click photographs - Photos may exist for this station.
 NM2039
 NM2039.The dynamic height is computed by dividing the NAVD 88
 NM2039.geopotential number by the normal gravity value computed on the
 NM2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2039.degrees latitude (g = 980.6199 gals.).
 NM2039
 NM2039.The modeled gravity was interpolated from observed gravity values.
 NM2039
 NM2039;                    North         East    Units  Estimated Accuracy
 NM2039;SPC SD S     -    56,124.7     881,694.9     MT  (+/- 3 meters HH1 GPS) 
 NM2039
 NM2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7260839206(NAD 83)
 NM2039
 NM2039                          SUPERSEDED SURVEY CONTROL
 NM2039
 NM2039.No superseded survey control is available for this station.
 NM2039
 NM2039_MARKER: Z = SEE DESCRIPTION
 NM2039_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2039_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2039_STAMPING: 50-411.80 1993
 NM2039_MARK LOGO: NGS
 NM2039_PROJECTION: FLUSH
 NM2039_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2039+STABILITY: POSITION/ELEVATION WELL
 NM2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2039+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2039_ROD/PIPE-DEPTH: 6.4 meters
 NM2039_SLEEVE-DEPTH  : 3.0 meters
 NM2039
 NM2039  HISTORY     - Date     Condition        Report By
 NM2039  HISTORY     - 1993     MONUMENTED       SDDT
 NM2039  HISTORY     - 19930908 GOOD             NGS
 NM2039  HISTORY     - 20120403 GOOD             INDIV
 NM2039
 NM2039                          STATION DESCRIPTION
 NM2039
 NM2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2039'8.1 KM (5.05 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2039'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 31.5 M (103.3 FT) SOUTH OF
 NM2039'AND LEVEL WITH THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) EAST OF THE
 NM2039'CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) NORTH OF A FENCE, 0.5
 NM2039'SOUTH OF A STEEL GUARD POST, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 NM2039'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 NM2039'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 NM2039'A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM2039'CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2039
 NM2039                          STATION RECOVERY (2012)
 NM2039
 NM2039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM2039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2038 ***********************************************************************
 NM2038  DESIGNATION -  50 412.90
 NM2038  PID         -  NM2038
 NM2038  STATE/COUNTY-  SD/CLAY
 NM2038  COUNTRY     -  US
 NM2038  USGS QUAD   -  VERMILLION SE (2017)
 NM2038
 NM2038                         *CURRENT SURVEY CONTROL
 NM2038  ______________________________________________________________________
 NM2038* NAD 83(1986) POSITION- 42 47 09.     (N) 096 52 16.     (W)   SCALED
 NM2038* NAVD 88 ORTHO HEIGHT -   376.821 (meters)     1236.29  (feet) ADJUSTED
 NM2038  ______________________________________________________________________
 NM2038  GEOID HEIGHT    -        -25.550 (meters)                     GEOID18
 NM2038  DYNAMIC HEIGHT  -        376.715 (meters)     1235.94  (feet) COMP
 NM2038  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 NM2038
 NM2038  VERT ORDER      -  FIRST     CLASS II
 NM2038
 NM2038.The horizontal coordinates were scaled from a map and have
 NM2038.an estimated accuracy of +/- 6 seconds.
 NM2038
 NM2038.The orthometric height was determined by differential leveling and
 NM2038.adjusted by the NATIONAL GEODETIC SURVEY
 NM2038.in June 1994.
 NM2038
 NM2038.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2038.GEOID18 height accuracy estimate available here.
 NM2038
 NM2038.Click photographs - Photos may exist for this station.
 NM2038
 NM2038.The dynamic height is computed by dividing the NAVD 88
 NM2038.geopotential number by the normal gravity value computed on the
 NM2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2038.degrees latitude (g = 980.6199 gals.).
 NM2038
 NM2038.The modeled gravity was interpolated from observed gravity values.
 NM2038
 NM2038;                    North         East    Units  Estimated Accuracy
 NM2038;SPC SD S     -    56,170.      883,210.      MT  (+/- 180 meters Scaled)
 NM2038
 NM2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN741392(NAD 83)
 NM2038
 NM2038                          SUPERSEDED SURVEY CONTROL
 NM2038
 NM2038.No superseded survey control is available for this station.
 NM2038
 NM2038_MARKER: DB = BENCH MARK DISK
 NM2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2038_STAMPING: 50-412.90 1993
 NM2038_MARK LOGO: SDDT
 NM2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2038+STABILITY: SURFACE MOTION
 NM2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2038+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2038
 NM2038  HISTORY     - Date     Condition        Report By
 NM2038  HISTORY     - 1993     MONUMENTED       SDDT
 NM2038  HISTORY     - 19930908 GOOD             NGS
 NM2038  HISTORY     - 20120403 GOOD             INDIV
 NM2038
 NM2038                          STATION DESCRIPTION
 NM2038
 NM2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2038'6.5 KM (4.05 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2038'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 103.0 M (337.9 FT) WEST OF
 NM2038'MILEPOST 413, 32.5 M (106.6 FT) SOUTH OF THE HIGHWAY CENTER, 16.5 M
 NM2038'(54.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 5.3 M (17.4 FT) EAST
 NM2038'OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 NM2038'M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 NM2038'FLUSH WITH THE GROUND SURFACE.
 NM2038
 NM2038                          STATION RECOVERY (2012)
 NM2038
 NM2038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2037 ***********************************************************************
 NM2037  DESIGNATION -  50 413.95
 NM2037  PID         -  NM2037
 NM2037  STATE/COUNTY-  SD/CLAY
 NM2037  COUNTRY     -  US
 NM2037  USGS QUAD   -  VERMILLION SE (2017)
 NM2037
 NM2037                         *CURRENT SURVEY CONTROL
 NM2037  ______________________________________________________________________
 NM2037* NAD 83(1986) POSITION- 42 47 09.     (N) 096 51 01.     (W)   SCALED
 NM2037* NAVD 88 ORTHO HEIGHT -   375.982 (meters)     1233.53  (feet) ADJUSTED
 NM2037  ______________________________________________________________________
 NM2037  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 NM2037  DYNAMIC HEIGHT  -        375.877 (meters)     1233.19  (feet) COMP
 NM2037  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 NM2037
 NM2037  VERT ORDER      -  FIRST     CLASS II
 NM2037
 NM2037.The horizontal coordinates were scaled from a map and have
 NM2037.an estimated accuracy of +/- 6 seconds.
 NM2037
 NM2037.The orthometric height was determined by differential leveling and
 NM2037.adjusted by the NATIONAL GEODETIC SURVEY
 NM2037.in June 1994.
 NM2037
 NM2037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2037.GEOID18 height accuracy estimate available here.
 NM2037
 NM2037.Click photographs - Photos may exist for this station.
 NM2037
 NM2037.The dynamic height is computed by dividing the NAVD 88
 NM2037.geopotential number by the normal gravity value computed on the
 NM2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2037.degrees latitude (g = 980.6199 gals.).
 NM2037
 NM2037.The modeled gravity was interpolated from observed gravity values.
 NM2037
 NM2037;                    North         East    Units  Estimated Accuracy
 NM2037;SPC SD S     -    56,250.      884,920.      MT  (+/- 180 meters Scaled)
 NM2037
 NM2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN758392(NAD 83)
 NM2037
 NM2037                          SUPERSEDED SURVEY CONTROL
 NM2037
 NM2037.No superseded survey control is available for this station.
 NM2037
 NM2037_MARKER: DB = BENCH MARK DISK
 NM2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2037_STAMPING: 50-413.95 1993
 NM2037_MARK LOGO: SDDT
 NM2037_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2037+STABILITY: SURFACE MOTION
 NM2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2037+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2037
 NM2037  HISTORY     - Date     Condition        Report By
 NM2037  HISTORY     - 1993     MONUMENTED       SDDT
 NM2037  HISTORY     - 19930908 GOOD             NGS
 NM2037  HISTORY     - 20120403 GOOD             INDIV
 NM2037
 NM2037                          STATION DESCRIPTION
 NM2037
 NM2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2037'4.8 KM (3.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2037'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 58.1 M (190.6 FT) SOUTHWEST
 NM2037'OF MILEPOST 414, 32.5 M (106.6 FT) SOUTH OF THE HIGHWAY CENTER, 8.4 M
 NM2037'(27.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND THE EXTENDED
 NM2037'CENTER OF A CEMETERY ENTRANCE, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE
 NM2037'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 NM2037'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NM2037
 NM2037                          STATION RECOVERY (2012)
 NM2037
 NM2037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2036 ***********************************************************************
 NM2036  DESIGNATION -  50 414.95
 NM2036  PID         -  NM2036
 NM2036  STATE/COUNTY-  SD/CLAY
 NM2036  COUNTRY     -  US
 NM2036  USGS QUAD   -  VERMILLION SE (2017)
 NM2036
 NM2036                         *CURRENT SURVEY CONTROL
 NM2036  ______________________________________________________________________
 NM2036* NAD 83(1986) POSITION- 42 47 09.     (N) 096 49 53.     (W)   SCALED
 NM2036* NAVD 88 ORTHO HEIGHT -   377.374 (meters)     1238.10  (feet) ADJUSTED
 NM2036  ______________________________________________________________________
 NM2036  GEOID HEIGHT    -        -25.532 (meters)                     GEOID18
 NM2036  DYNAMIC HEIGHT  -        377.269 (meters)     1237.76  (feet) COMP
 NM2036  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 NM2036
 NM2036  VERT ORDER      -  FIRST     CLASS II
 NM2036
 NM2036.The horizontal coordinates were scaled from a map and have
 NM2036.an estimated accuracy of +/- 6 seconds.
 NM2036
 NM2036.The orthometric height was determined by differential leveling and
 NM2036.adjusted by the NATIONAL GEODETIC SURVEY
 NM2036.in June 1994.
 NM2036
 NM2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2036.GEOID18 height accuracy estimate available here.
 NM2036
 NM2036.Click photographs - Photos may exist for this station.
 NM2036
 NM2036.The dynamic height is computed by dividing the NAVD 88
 NM2036.geopotential number by the normal gravity value computed on the
 NM2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2036.degrees latitude (g = 980.6199 gals.).
 NM2036
 NM2036.The modeled gravity was interpolated from observed gravity values.
 NM2036
 NM2036;                    North         East    Units  Estimated Accuracy
 NM2036;SPC SD S     -    56,310.      886,460.      MT  (+/- 180 meters Scaled)
 NM2036
 NM2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN773393(NAD 83)
 NM2036
 NM2036                          SUPERSEDED SURVEY CONTROL
 NM2036
 NM2036.No superseded survey control is available for this station.
 NM2036
 NM2036_MARKER: DB = BENCH MARK DISK
 NM2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2036_STAMPING: 50-414.95 1993
 NM2036_MARK LOGO: SDDT
 NM2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2036+STABILITY: SURFACE MOTION
 NM2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2036+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2036
 NM2036  HISTORY     - Date     Condition        Report By
 NM2036  HISTORY     - 1993     MONUMENTED       SDDT
 NM2036  HISTORY     - 19930908 GOOD             NGS
 NM2036  HISTORY     - 20120403 GOOD             INDIV
 NM2036
 NM2036                          STATION DESCRIPTION
 NM2036
 NM2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2036'3.3 KM (2.05 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2036'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 32.5 M (106.6 FT) SOUTH OF
 NM2036'THE HIGHWAY CENTER, 12.3 M (40.4 FT) EAST OF A T-FENCE CORNER, 2.6 M
 NM2036'(8.5 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER N1 E5 K8 LP6,
 NM2036'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH
 NM2036'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 NM2036'GROUND SURFACE.
 NM2036
 NM2036                          STATION RECOVERY (2012)
 NM2036
 NM2036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2035 ***********************************************************************
 NM2035  DESIGNATION -  50 416.00
 NM2035  PID         -  NM2035
 NM2035  STATE/COUNTY-  SD/CLAY
 NM2035  COUNTRY     -  US
 NM2035  USGS QUAD   -  VERMILLION SE (2017)
 NM2035
 NM2035                         *CURRENT SURVEY CONTROL
 NM2035  ______________________________________________________________________
 NM2035* NAD 83(1986) POSITION- 42 47 08.97   (N) 096 48 36.58   (W)   HD_HELD1
 NM2035* NAVD 88 ORTHO HEIGHT -   369.931 (meters)     1213.68  (feet) ADJUSTED
 NM2035  ______________________________________________________________________
 NM2035  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 NM2035  DYNAMIC HEIGHT  -        369.829 (meters)     1213.35  (feet) COMP
 NM2035  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 NM2035
 NM2035  VERT ORDER      -  FIRST     CLASS II
 NM2035
 NM2035.The horizontal coordinates were determined by differentially corrected
 NM2035.hand held GPS observations or other comparable positioning techniques
 NM2035.and have an estimated accuracy of +/- 3 meters.
 NM2035
 NM2035.The orthometric height was determined by differential leveling and
 NM2035.adjusted by the NATIONAL GEODETIC SURVEY
 NM2035.in June 1994.
 NM2035
 NM2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2035.GEOID18 height accuracy estimate available here.
 NM2035
 NM2035.Click photographs - Photos may exist for this station.
 NM2035
 NM2035.The dynamic height is computed by dividing the NAVD 88
 NM2035.geopotential number by the normal gravity value computed on the
 NM2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2035.degrees latitude (g = 980.6199 gals.).
 NM2035
 NM2035.The modeled gravity was interpolated from observed gravity values.
 NM2035
 NM2035;                    North         East    Units  Estimated Accuracy
 NM2035;SPC SD S     -    56,382.1     888,195.6     MT  (+/- 3 meters HH1 GPS) 
 NM2035
 NM2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7911239357(NAD 83)
 NM2035
 NM2035                          SUPERSEDED SURVEY CONTROL
 NM2035
 NM2035.No superseded survey control is available for this station.
 NM2035
 NM2035_MARKER: DB = BENCH MARK DISK
 NM2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2035_STAMPING: 50-416.00 1993
 NM2035_MARK LOGO: SDDT
 NM2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2035+STABILITY: SURFACE MOTION
 NM2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2035+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2035
 NM2035  HISTORY     - Date     Condition        Report By
 NM2035  HISTORY     - 1993     MONUMENTED       SDDT
 NM2035  HISTORY     - 19930908 GOOD             NGS
 NM2035  HISTORY     - 20120403 GOOD             INDIV
 NM2035
 NM2035                          STATION DESCRIPTION
 NM2035
 NM2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2035'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2035'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 0.3 KM (0.20 MI) WEST OF THE
 NM2035'UNION-CLAY COUNTY LINE, 32.4 M (106.3 FT) SOUTH OF THE HIGHWAY
 NM2035'CENTER, 22.0 M (72.2 FT) SOUTH-SOUTHWEST OF MILEPOST 416, 8.6 M (28.2
 NM2035'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 7.0 M (23.0 FT) WEST OF
 NM2035'THE LARGER OF 2 UNDERGROUND CABLE JUNCTION BOXES, 1.0 M (3.3 FT)
 NM2035'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS
 NM2035'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2035
 NM2035                          STATION RECOVERY (2012)
 NM2035
 NM2035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2034 ***********************************************************************
 NM2034  DESIGNATION -  50 417.90
 NM2034  PID         -  NM2034
 NM2034  STATE/COUNTY-  SD/UNION
 NM2034  COUNTRY     -  US
 NM2034  USGS QUAD   -  VERMILLION SE (2017)
 NM2034
 NM2034                         *CURRENT SURVEY CONTROL
 NM2034  ______________________________________________________________________
 NM2034* NAD 83(1986) POSITION- 42 46 45.     (N) 096 46 34.     (W)   SCALED
 NM2034* NAVD 88 ORTHO HEIGHT -   356.788 (meters)     1170.56  (feet) ADJUSTED
 NM2034  ______________________________________________________________________
 NM2034  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 NM2034  DYNAMIC HEIGHT  -        356.689 (meters)     1170.24  (feet) COMP
 NM2034  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 NM2034
 NM2034  VERT ORDER      -  FIRST     CLASS II
 NM2034
 NM2034.The horizontal coordinates were scaled from a map and have
 NM2034.an estimated accuracy of +/- 6 seconds.
 NM2034
 NM2034.The orthometric height was determined by differential leveling and
 NM2034.adjusted by the NATIONAL GEODETIC SURVEY
 NM2034.in June 1994.
 NM2034
 NM2034.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2034.GEOID18 height accuracy estimate available here.
 NM2034
 NM2034.Click photographs - Photos may exist for this station.
 NM2034
 NM2034.The dynamic height is computed by dividing the NAVD 88
 NM2034.geopotential number by the normal gravity value computed on the
 NM2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2034.degrees latitude (g = 980.6199 gals.).
 NM2034
 NM2034.The modeled gravity was interpolated from observed gravity values.
 NM2034
 NM2034;                    North         East    Units  Estimated Accuracy
 NM2034;SPC SD S     -    55,760.      891,010.      MT  (+/- 180 meters Scaled)
 NM2034
 NM2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN819386(NAD 83)
 NM2034
 NM2034                          SUPERSEDED SURVEY CONTROL
 NM2034
 NM2034.No superseded survey control is available for this station.
 NM2034
 NM2034_MARKER: DB = BENCH MARK DISK
 NM2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2034_STAMPING: 50-417.90 1993
 NM2034_MARK LOGO: SDDT
 NM2034_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2034+STABILITY: SURFACE MOTION
 NM2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2034+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2034
 NM2034  HISTORY     - Date     Condition        Report By
 NM2034  HISTORY     - 1993     MONUMENTED       SDDT
 NM2034  HISTORY     - 19930908 GOOD             NGS
 NM2034  HISTORY     - 20120330 GOOD             INDIV
 NM2034
 NM2034                          STATION DESCRIPTION
 NM2034
 NM2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2034'1.5 KM (0.95 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2034'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 14.7 M (48.2 FT) SOUTHWEST OF
 NM2034'THE HIGHWAY CENTER, 12.0 M (39.4 FT) NORTHWEST OF THE CENTER OF AN
 NM2034'OLD ROAD BED, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 NM2034'(1.6 FT) NORTH OF A FENCE CORNER, 0.5 M (1.6 FT) NORTHEAST A WITNESS
 NM2034'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 NM2034'GROUND SURFACE.
 NM2034
 NM2034                          STATION RECOVERY (2012)
 NM2034
 NM2034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2033 ***********************************************************************
 NM2033  DESIGNATION -  50 419.00
 NM2033  PID         -  NM2033
 NM2033  STATE/COUNTY-  SD/UNION
 NM2033  COUNTRY     -  US
 NM2033  USGS QUAD   -  VERMILLION SE (2017)
 NM2033
 NM2033                         *CURRENT SURVEY CONTROL
 NM2033  ______________________________________________________________________
 NM2033* NAD 83(1986) POSITION- 42 46 43.92   (N) 096 45 17.27   (W)   HD_HELD1
 NM2033* NAVD 88 ORTHO HEIGHT -   374.818 (meters)     1229.72  (feet) ADJUSTED
 NM2033  ______________________________________________________________________
 NM2033  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 NM2033  DYNAMIC HEIGHT  -        374.714 (meters)     1229.37  (feet) COMP
 NM2033  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 NM2033
 NM2033  VERT ORDER      -  FIRST     CLASS II
 NM2033
 NM2033.The horizontal coordinates were determined by differentially corrected
 NM2033.hand held GPS observations or other comparable positioning techniques
 NM2033.and have an estimated accuracy of +/- 3 meters.
 NM2033
 NM2033.The orthometric height was determined by differential leveling and
 NM2033.adjusted by the NATIONAL GEODETIC SURVEY
 NM2033.in June 1994.
 NM2033
 NM2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2033.GEOID18 height accuracy estimate available here.
 NM2033
 NM2033.Click photographs - Photos may exist for this station.
 NM2033
 NM2033.The dynamic height is computed by dividing the NAVD 88
 NM2033.geopotential number by the normal gravity value computed on the
 NM2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2033.degrees latitude (g = 980.6199 gals.).
 NM2033
 NM2033.The modeled gravity was interpolated from observed gravity values.
 NM2033
 NM2033;                    North         East    Units  Estimated Accuracy
 NM2033;SPC SD S     -    55,803.4     892,754.8     MT  (+/- 3 meters HH1 GPS) 
 NM2033
 NM2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8366138703(NAD 83)
 NM2033
 NM2033                          SUPERSEDED SURVEY CONTROL
 NM2033
 NM2033.No superseded survey control is available for this station.
 NM2033
 NM2033_MARKER: DB = BENCH MARK DISK
 NM2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2033_STAMPING: 50-419.00 1993
 NM2033_MARK LOGO: SDDT
 NM2033_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2033+STABILITY: SURFACE MOTION
 NM2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2033+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2033
 NM2033  HISTORY     - Date     Condition        Report By
 NM2033  HISTORY     - 1993     MONUMENTED       SDDT
 NM2033  HISTORY     - 19930908 GOOD             NGS
 NM2033  HISTORY     - 20120330 GOOD             INDIV
 NM2033
 NM2033                          STATION DESCRIPTION
 NM2033
 NM2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2033'3.3 KM (2.05 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2033'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 25.5 M (83.7 FT) EAST OF THE
 NM2033'EXTENDED CENTER OF A DRIVEWAY LEADING TO THE BERNARD OFFSTEHAGE
 NM2033'FARMHOUSE, 15.0 M (49.2 FT) SOUTH OF THE HIGHWAY CENTER, 5.8 M (19.0
 NM2033'FT) SOUTH-SOUTHWEST OF MILEPOST 419, 0.7 M (2.3 FT) BELOW THE LEVEL
 NM2033'OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND
 NM2033'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2033
 NM2033                          STATION RECOVERY (2012)
 NM2033
 NM2033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2030 ***********************************************************************
 NM2030  DESIGNATION -  50 420.00
 NM2030  PID         -  NM2030
 NM2030  STATE/COUNTY-  SD/UNION
 NM2030  COUNTRY     -  US
 NM2030  USGS QUAD   -  RICHLAND (2017)
 NM2030
 NM2030                         *CURRENT SURVEY CONTROL
 NM2030  ______________________________________________________________________
 NM2030* NAD 83(1986) POSITION- 42 46 44.     (N) 096 44 05.     (W)   SCALED
 NM2030* NAVD 88 ORTHO HEIGHT -   373.152 (meters)     1224.25  (feet) ADJUSTED
 NM2030  ______________________________________________________________________
 NM2030  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 NM2030  DYNAMIC HEIGHT  -        373.049 (meters)     1223.91  (feet) COMP
 NM2030  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 NM2030
 NM2030  VERT ORDER      -  FIRST     CLASS II
 NM2030
 NM2030.The horizontal coordinates were scaled from a map and have
 NM2030.an estimated accuracy of +/- 6 seconds.
 NM2030
 NM2030.The orthometric height was determined by differential leveling and
 NM2030.adjusted by the NATIONAL GEODETIC SURVEY
 NM2030.in June 1994.
 NM2030
 NM2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2030.GEOID18 height accuracy estimate available here.
 NM2030
 NM2030.Click photographs - Photos may exist for this station.
 NM2030
 NM2030.The dynamic height is computed by dividing the NAVD 88
 NM2030.geopotential number by the normal gravity value computed on the
 NM2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2030.degrees latitude (g = 980.6199 gals.).
 NM2030
 NM2030.The modeled gravity was interpolated from observed gravity values.
 NM2030
 NM2030;                    North         East    Units  Estimated Accuracy
 NM2030;SPC SD S     -    55,880.      894,400.      MT  (+/- 180 meters Scaled)
 NM2030
 NM2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN853387(NAD 83)
 NM2030
 NM2030                          SUPERSEDED SURVEY CONTROL
 NM2030
 NM2030.No superseded survey control is available for this station.
 NM2030
 NM2030_MARKER: DB = BENCH MARK DISK
 NM2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2030_STAMPING: 50-420.00 1993
 NM2030_MARK LOGO: SDDT
 NM2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2030+STABILITY: SURFACE MOTION
 NM2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2030+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2030
 NM2030  HISTORY     - Date     Condition        Report By
 NM2030  HISTORY     - 1993     MONUMENTED       SDDT
 NM2030  HISTORY     - 19930908 GOOD             NGS
 NM2030  HISTORY     - 20120330 GOOD             INDIV
 NM2030
 NM2030                          STATION DESCRIPTION
 NM2030
 NM2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2030'4.9 KM (3.05 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2030'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 14.5 M (47.6 FT) SOUTH OF THE
 NM2030'HIGHWAY CENTERLINE, 5.2 M (17.1 FT) SOUTH OF MILEPOST 420, 0.5 M (1.6
 NM2030'FT) NORTH OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL
 NM2030'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE
 NM2030'GROUND SURFACE.
 NM2030
 NM2030                          STATION RECOVERY (2012)
 NM2030
 NM2030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2029 ***********************************************************************
 NM2029  DESIGNATION -  50 421.00
 NM2029  PID         -  NM2029
 NM2029  STATE/COUNTY-  SD/UNION
 NM2029  COUNTRY     -  US
 NM2029  USGS QUAD   -  RICHLAND (2017)
 NM2029
 NM2029                         *CURRENT SURVEY CONTROL
 NM2029  ______________________________________________________________________
 NM2029* NAD 83(1986) POSITION- 42 46 26.     (N) 096 42 55.     (W)   SCALED
 NM2029* NAVD 88 ORTHO HEIGHT -   365.770 (meters)     1200.03  (feet) ADJUSTED
 NM2029  ______________________________________________________________________
 NM2029  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM2029  DYNAMIC HEIGHT  -        365.669 (meters)     1199.70  (feet) COMP
 NM2029  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 NM2029
 NM2029  VERT ORDER      -  FIRST     CLASS II
 NM2029
 NM2029.The horizontal coordinates were scaled from a map and have
 NM2029.an estimated accuracy of +/- 6 seconds.
 NM2029
 NM2029.The orthometric height was determined by differential leveling and
 NM2029.adjusted by the NATIONAL GEODETIC SURVEY
 NM2029.in June 1994.
 NM2029
 NM2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2029.GEOID18 height accuracy estimate available here.
 NM2029
 NM2029.Click photographs - Photos may exist for this station.
 NM2029
 NM2029.The dynamic height is computed by dividing the NAVD 88
 NM2029.geopotential number by the normal gravity value computed on the
 NM2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2029.degrees latitude (g = 980.6199 gals.).
 NM2029
 NM2029.The modeled gravity was interpolated from observed gravity values.
 NM2029
 NM2029;                    North         East    Units  Estimated Accuracy
 NM2029;SPC SD S     -    55,390.      896,010.      MT  (+/- 180 meters Scaled)
 NM2029
 NM2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN869382(NAD 83)
 NM2029
 NM2029                          SUPERSEDED SURVEY CONTROL
 NM2029
 NM2029.No superseded survey control is available for this station.
 NM2029
 NM2029_MARKER: DB = BENCH MARK DISK
 NM2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2029_STAMPING: 50-421.00 1993
 NM2029_MARK LOGO: SDDT
 NM2029_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2029+STABILITY: SURFACE MOTION
 NM2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2029+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2029
 NM2029  HISTORY     - Date     Condition        Report By
 NM2029  HISTORY     - 1993     MONUMENTED       SDDT
 NM2029  HISTORY     - 19930908 GOOD             NGS
 NM2029  HISTORY     - 20120330 GOOD             INDIV
 NM2029
 NM2029                          STATION DESCRIPTION
 NM2029
 NM2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2029'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2029'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 24.2 M (79.4 FT) NORTH OF
 NM2029'MILEPOST 421, 15.0 M (49.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.8 M
 NM2029'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 NM2029'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.04 M (0.13 FT)
 NM2029'ABOVE THE GROUND SURFACE.
 NM2029
 NM2029                          STATION RECOVERY (2012)
 NM2029
 NM2029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2028 ***********************************************************************
 NM2028  DESIGNATION -  50 421.95
 NM2028  PID         -  NM2028
 NM2028  STATE/COUNTY-  SD/UNION
 NM2028  COUNTRY     -  US
 NM2028  USGS QUAD   -  RICHLAND (2017)
 NM2028
 NM2028                         *CURRENT SURVEY CONTROL
 NM2028  ______________________________________________________________________
 NM2028* NAD 83(1986) POSITION- 42 46 45.     (N) 096 41 47.     (W)   SCALED
 NM2028* NAVD 88 ORTHO HEIGHT -   358.557 (meters)     1176.37  (feet) ADJUSTED
 NM2028  ______________________________________________________________________
 NM2028  GEOID HEIGHT    -        -25.582 (meters)                     GEOID18
 NM2028  DYNAMIC HEIGHT  -        358.457 (meters)     1176.04  (feet) COMP
 NM2028  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 NM2028
 NM2028  VERT ORDER      -  FIRST     CLASS II
 NM2028
 NM2028.The horizontal coordinates were scaled from a map and have
 NM2028.an estimated accuracy of +/- 6 seconds.
 NM2028
 NM2028.The orthometric height was determined by differential leveling and
 NM2028.adjusted by the NATIONAL GEODETIC SURVEY
 NM2028.in June 1994.
 NM2028
 NM2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2028.GEOID18 height accuracy estimate available here.
 NM2028
 NM2028.Click photographs - Photos may exist for this station.
 NM2028
 NM2028.The dynamic height is computed by dividing the NAVD 88
 NM2028.geopotential number by the normal gravity value computed on the
 NM2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2028.degrees latitude (g = 980.6199 gals.).
 NM2028
 NM2028.The modeled gravity was interpolated from observed gravity values.
 NM2028
 NM2028;                    North         East    Units  Estimated Accuracy
 NM2028;SPC SD S     -    56,040.      897,530.      MT  (+/- 180 meters Scaled)
 NM2028
 NM2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN884388(NAD 83)
 NM2028
 NM2028                          SUPERSEDED SURVEY CONTROL
 NM2028
 NM2028.No superseded survey control is available for this station.
 NM2028
 NM2028_MARKER: DB = BENCH MARK DISK
 NM2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2028_STAMPING: 50-421.95 1993
 NM2028_MARK LOGO: SDDT
 NM2028_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2028+STABILITY: SURFACE MOTION
 NM2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2028+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2028
 NM2028  HISTORY     - Date     Condition        Report By
 NM2028  HISTORY     - 1993     MONUMENTED       SDDT
 NM2028  HISTORY     - 19930908 GOOD             NGS
 NM2028  HISTORY     - 20120330 GOOD             INDIV
 NM2028
 NM2028                          STATION DESCRIPTION
 NM2028
 NM2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2028'8.0 KM (4.95 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2028'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 99.2 M (325.5 FT) WEST OF
 NM2028'MILEPOST 422, 45.7 M (149.9 FT) EAST OF A UTILITY POLE WITH 5 GUY
 NM2028'CABLES, 13.2 M (43.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9
 NM2028'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A
 NM2028'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT)
 NM2028'ABOVE THE GROUND SURFACE.
 NM2028
 NM2028                          STATION RECOVERY (2012)
 NM2028
 NM2028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2027 ***********************************************************************
 NM2027  DESIGNATION -  50 422.35
 NM2027  PID         -  NM2027
 NM2027  STATE/COUNTY-  SD/UNION
 NM2027  COUNTRY     -  US
 NM2027  USGS QUAD   -  RICHLAND (2017)
 NM2027
 NM2027                         *CURRENT SURVEY CONTROL
 NM2027  ______________________________________________________________________
 NM2027* NAD 83(1986) POSITION- 42 46 44.65   (N) 096 41 16.65   (W)   HD_HELD1
 NM2027* NAVD 88 ORTHO HEIGHT -   355.936 (meters)     1167.77  (feet) ADJUSTED
 NM2027  ______________________________________________________________________
 NM2027  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM2027  DYNAMIC HEIGHT  -        355.837 (meters)     1167.44  (feet) COMP
 NM2027  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 NM2027
 NM2027  VERT ORDER      -  FIRST     CLASS II
 NM2027
 NM2027.The horizontal coordinates were determined by differentially corrected
 NM2027.hand held GPS observations or other comparable positioning techniques
 NM2027.and have an estimated accuracy of +/- 3 meters.
 NM2027
 NM2027.The orthometric height was determined by differential leveling and
 NM2027.adjusted by the NATIONAL GEODETIC SURVEY
 NM2027.in June 1994.
 NM2027
 NM2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2027.GEOID18 height accuracy estimate available here.
 NM2027
 NM2027.Click photographs - Photos may exist for this station.
 NM2027
 NM2027.The dynamic height is computed by dividing the NAVD 88
 NM2027.geopotential number by the normal gravity value computed on the
 NM2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2027.degrees latitude (g = 980.6199 gals.).
 NM2027
 NM2027.The modeled gravity was interpolated from observed gravity values.
 NM2027
 NM2027;                    North         East    Units  Estimated Accuracy
 NM2027;SPC SD S     -    56,063.7     898,218.4     MT  (+/- 3 meters HH1 GPS) 
 NM2027
 NM2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8912838873(NAD 83)
 NM2027
 NM2027                          SUPERSEDED SURVEY CONTROL
 NM2027
 NM2027.No superseded survey control is available for this station.
 NM2027
 NM2027_MARKER: Z = SEE DESCRIPTION
 NM2027_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2027_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2027_STAMPING: 50-422.35 1993
 NM2027_MARK LOGO: NGS
 NM2027_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2027_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2027+STABILITY: POSITION/ELEVATION WELL
 NM2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2027+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2027_ROD/PIPE-DEPTH: 6.4 meters
 NM2027_SLEEVE-DEPTH  : 3.0 meters
 NM2027
 NM2027  HISTORY     - Date     Condition        Report By
 NM2027  HISTORY     - 1993     MONUMENTED       SDDT
 NM2027  HISTORY     - 19930908 GOOD             NGS
 NM2027  HISTORY     - 20120330 GOOD             INDIV
 NM2027
 NM2027                          STATION DESCRIPTION
 NM2027
 NM2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2027'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2027'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 60.0 M (196.8 FT) NORTHEAST
 NM2027'OF THE HIGHWAY CENTERLINE, 16.0 M (52.5 FT) WEST OF THE CENTER OF A
 NM2027'GRAVELED ROAD, 14.0 M (45.9 FT) SOUTH OF THE CENTER OF A GRAVELED
 NM2027'ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 NM2027'SOUTHWEST OF A WITNESS POST, AND 0.4 M (1.3 FT) NORTHEAST OF A STEEL
 NM2027'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 NM2027'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE
 NM2027'ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A
 NM2027'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM2027
 NM2027                          STATION RECOVERY (2012)
 NM2027
 NM2027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2026 ***********************************************************************
 NM2026  DESIGNATION -  50 423.00
 NM2026  PID         -  NM2026
 NM2026  STATE/COUNTY-  SD/UNION
 NM2026  COUNTRY     -  US
 NM2026  USGS QUAD   -  RICHLAND (2017)
 NM2026
 NM2026                         *CURRENT SURVEY CONTROL
 NM2026  ______________________________________________________________________
 NM2026* NAD 83(1986) POSITION- 42 46 11.     (N) 096 41 16.     (W)   SCALED
 NM2026* NAVD 88 ORTHO HEIGHT -   347.468 (meters)     1139.98  (feet) ADJUSTED
 NM2026  ______________________________________________________________________
 NM2026  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 NM2026  DYNAMIC HEIGHT  -        347.371 (meters)     1139.67  (feet) COMP
 NM2026  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 NM2026
 NM2026  VERT ORDER      -  FIRST     CLASS II
 NM2026
 NM2026.The horizontal coordinates were scaled from a map and have
 NM2026.an estimated accuracy of +/- 6 seconds.
 NM2026
 NM2026.The orthometric height was determined by differential leveling and
 NM2026.adjusted by the NATIONAL GEODETIC SURVEY
 NM2026.in June 1994.
 NM2026
 NM2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2026.GEOID18 height accuracy estimate available here.
 NM2026
 NM2026.Click photographs - Photos may exist for this station.
 NM2026
 NM2026.The dynamic height is computed by dividing the NAVD 88
 NM2026.geopotential number by the normal gravity value computed on the
 NM2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2026.degrees latitude (g = 980.6199 gals.).
 NM2026
 NM2026.The modeled gravity was interpolated from observed gravity values.
 NM2026
 NM2026;                    North         East    Units  Estimated Accuracy
 NM2026;SPC SD S     -    55,030.      898,280.      MT  (+/- 180 meters Scaled)
 NM2026
 NM2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN891378(NAD 83)
 NM2026
 NM2026                          SUPERSEDED SURVEY CONTROL
 NM2026
 NM2026.No superseded survey control is available for this station.
 NM2026
 NM2026_MARKER: DB = BENCH MARK DISK
 NM2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2026_STAMPING: 50-423.00 1993
 NM2026_MARK LOGO: SDDT
 NM2026_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2026+STABILITY: SURFACE MOTION
 NM2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2026+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2026
 NM2026  HISTORY     - Date     Condition        Report By
 NM2026  HISTORY     - 1993     MONUMENTED       SDDT
 NM2026  HISTORY     - 19930908 GOOD             NGS
 NM2026  HISTORY     - 20120330 GOOD             INDIV
 NM2026
 NM2026                          STATION DESCRIPTION
 NM2026
 NM2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2026'9.4 KM (5.85 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2026'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 0.9 KM (0.55 MI) NORTH OF THE
 NM2026'INTERSECTION OF STATE HIGHWAY 11, 23.1 M (75.8 FT) EAST OF MILEPOST
 NM2026'423, 14.3 M (46.9 FT) EAST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT)
 NM2026'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 NM2026'POST AND FENCE, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE
 NM2026'GROUND SURFACE.
 NM2026
 NM2026                          STATION RECOVERY (2012)
 NM2026
 NM2026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2025 ***********************************************************************
 NM2025  DESIGNATION -  50 424.00
 NM2025  PID         -  NM2025
 NM2025  STATE/COUNTY-  SD/UNION
 NM2025  COUNTRY     -  US
 NM2025  USGS QUAD   -  RICHLAND (2017)
 NM2025
 NM2025                         *CURRENT SURVEY CONTROL
 NM2025  ______________________________________________________________________
 NM2025* NAD 83(1986) POSITION- 42 45 40.     (N) 096 40 48.     (W)   SCALED
 NM2025* NAVD 88 ORTHO HEIGHT -   344.711 (meters)     1130.94  (feet) ADJUSTED
 NM2025  ______________________________________________________________________
 NM2025  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 NM2025  DYNAMIC HEIGHT  -        344.614 (meters)     1130.62  (feet) COMP
 NM2025  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 NM2025
 NM2025  VERT ORDER      -  FIRST     CLASS II
 NM2025
 NM2025.The horizontal coordinates were scaled from a map and have
 NM2025.an estimated accuracy of +/- 6 seconds.
 NM2025
 NM2025.The orthometric height was determined by differential leveling and
 NM2025.adjusted by the NATIONAL GEODETIC SURVEY
 NM2025.in June 1994.
 NM2025
 NM2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2025.GEOID18 height accuracy estimate available here.
 NM2025
 NM2025.Click photographs - Photos may exist for this station.
 NM2025
 NM2025.The dynamic height is computed by dividing the NAVD 88
 NM2025.geopotential number by the normal gravity value computed on the
 NM2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2025.degrees latitude (g = 980.6199 gals.).
 NM2025
 NM2025.The modeled gravity was interpolated from observed gravity values.
 NM2025
 NM2025;                    North         East    Units  Estimated Accuracy
 NM2025;SPC SD S     -    54,100.      898,960.      MT  (+/- 180 meters Scaled)
 NM2025
 NM2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN898368(NAD 83)
 NM2025
 NM2025                          SUPERSEDED SURVEY CONTROL
 NM2025
 NM2025.No superseded survey control is available for this station.
 NM2025
 NM2025_MARKER: DB = BENCH MARK DISK
 NM2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2025_STAMPING: 50-424.00 1993
 NM2025_MARK LOGO: SDDT
 NM2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2025+STABILITY: SURFACE MOTION
 NM2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2025+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM2025
 NM2025  HISTORY     - Date     Condition        Report By
 NM2025  HISTORY     - 1993     MONUMENTED       SDDT
 NM2025  HISTORY     - 19930908 GOOD             NGS
 NM2025  HISTORY     - 20120420 GOOD             INDIV
 NM2025
 NM2025                          STATION DESCRIPTION
 NM2025
 NM2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2025'11.0 KM (6.85 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2025'OF INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 0.7 KM (0.45 MI) EAST OF
 NM2025'THE INTERSECTION OF STATE HIGHWAY 11, 27.5 M (90.2 FT) WEST OF THE
 NM2025'EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTH, 22.6 M (74.1 FT)
 NM2025'SOUTH OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) SOUTH OF MILEPOST
 NM2025'424, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 NM2025'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NM2025'SURFACE.
 NM2025
 NM2025                          STATION RECOVERY (2012)
 NM2025
 NM2025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2024 ***********************************************************************
 NM2024  DESIGNATION -  50 425.00
 NM2024  PID         -  NM2024
 NM2024  STATE/COUNTY-  SD/UNION
 NM2024  COUNTRY     -  US
 NM2024  USGS QUAD   -  RICHLAND (2017)
 NM2024
 NM2024                         *CURRENT SURVEY CONTROL
 NM2024  ______________________________________________________________________
 NM2024* NAD 83(1986) POSITION- 42 45 40.     (N) 096 39 37.     (W)   SCALED
 NM2024* NAVD 88 ORTHO HEIGHT -   345.636 (meters)     1133.97  (feet) ADJUSTED
 NM2024  ______________________________________________________________________
 NM2024  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 NM2024  DYNAMIC HEIGHT  -        345.539 (meters)     1133.66  (feet) COMP
 NM2024  MODELED GRAVITY -    980,330.5   (mgal)                       NAVD 88
 NM2024
 NM2024  VERT ORDER      -  FIRST     CLASS II
 NM2024
 NM2024.The horizontal coordinates were scaled from a map and have
 NM2024.an estimated accuracy of +/- 6 seconds.
 NM2024
 NM2024.The orthometric height was determined by differential leveling and
 NM2024.adjusted by the NATIONAL GEODETIC SURVEY
 NM2024.in June 1994.
 NM2024
 NM2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2024.GEOID18 height accuracy estimate available here.
 NM2024
 NM2024.Click photographs - Photos may exist for this station.
 NM2024
 NM2024.The dynamic height is computed by dividing the NAVD 88
 NM2024.geopotential number by the normal gravity value computed on the
 NM2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2024.degrees latitude (g = 980.6199 gals.).
 NM2024
 NM2024.The modeled gravity was interpolated from observed gravity values.
 NM2024
 NM2024;                    North         East    Units  Estimated Accuracy
 NM2024;SPC SD S     -    54,170.      900,570.      MT  (+/- 180 meters Scaled)
 NM2024
 NM2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN914369(NAD 83)
 NM2024
 NM2024                          SUPERSEDED SURVEY CONTROL
 NM2024
 NM2024.No superseded survey control is available for this station.
 NM2024
 NM2024_MARKER: DB = BENCH MARK DISK
 NM2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2024_STAMPING: 50-425.00 1993
 NM2024_MARK LOGO: SDDT
 NM2024_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2024+STABILITY: SURFACE MOTION
 NM2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2024+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM2024
 NM2024  HISTORY     - Date     Condition        Report By
 NM2024  HISTORY     - 1993     MONUMENTED       SDDT
 NM2024  HISTORY     - 19930908 GOOD             NGS
 NM2024  HISTORY     - 20120420 GOOD             INDIV
 NM2024
 NM2024                          STATION DESCRIPTION
 NM2024
 NM2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2024'12.6 KM (7.80 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2024'OF INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 56.0 M (183.7 FT) WEST OF
 NM2024'THE CENTER OF COUNTY ROAD 19, 22.0 M (72.2 FT) SOUTH OF THE HIGHWAY
 NM2024'CENTERLINE, 11.0 M (36.1 FT) SOUTH OF MILEPOST 425, 0.5 M (1.6 FT)
 NM2024'NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 NM2024'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE
 NM2024'GROUND SURFACE.
 NM2024
 NM2024                          STATION RECOVERY (2012)
 NM2024
 NM2024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2023 ***********************************************************************
 NM2023  DESIGNATION -  50 426.00
 NM2023  PID         -  NM2023
 NM2023  STATE/COUNTY-  SD/UNION
 NM2023  COUNTRY     -  US
 NM2023  USGS QUAD   -  RICHLAND (2017)
 NM2023
 NM2023                         *CURRENT SURVEY CONTROL
 NM2023  ______________________________________________________________________
 NM2023* NAD 83(1986) POSITION- 42 45 40.     (N) 096 38 26.     (W)   SCALED
 NM2023* NAVD 88 ORTHO HEIGHT -   341.368 (meters)     1119.97  (feet) ADJUSTED
 NM2023  ______________________________________________________________________
 NM2023  GEOID HEIGHT    -        -25.655 (meters)                     GEOID18
 NM2023  DYNAMIC HEIGHT  -        341.272 (meters)     1119.66  (feet) COMP
 NM2023  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 NM2023
 NM2023  VERT ORDER      -  FIRST     CLASS II
 NM2023
 NM2023.The horizontal coordinates were scaled from a map and have
 NM2023.an estimated accuracy of +/- 6 seconds.
 NM2023
 NM2023.The orthometric height was determined by differential leveling and
 NM2023.adjusted by the NATIONAL GEODETIC SURVEY
 NM2023.in June 1994.
 NM2023
 NM2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2023.GEOID18 height accuracy estimate available here.
 NM2023
 NM2023.Click photographs - Photos may exist for this station.
 NM2023
 NM2023.The dynamic height is computed by dividing the NAVD 88
 NM2023.geopotential number by the normal gravity value computed on the
 NM2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2023.degrees latitude (g = 980.6199 gals.).
 NM2023
 NM2023.The modeled gravity was interpolated from observed gravity values.
 NM2023
 NM2023;                    North         East    Units  Estimated Accuracy
 NM2023;SPC SD S     -    54,240.      902,180.      MT  (+/- 180 meters Scaled)
 NM2023
 NM2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN930369(NAD 83)
 NM2023
 NM2023                          SUPERSEDED SURVEY CONTROL
 NM2023
 NM2023.No superseded survey control is available for this station.
 NM2023
 NM2023_MARKER: Z = SEE DESCRIPTION
 NM2023_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2023_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2023_STAMPING: 50-426.00 1993
 NM2023_MARK LOGO: NGS
 NM2023_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2023_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2023+STABILITY: POSITION/ELEVATION WELL
 NM2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2023+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM2023_ROD/PIPE-DEPTH: 6.4 meters
 NM2023_SLEEVE-DEPTH  : 3.0 meters
 NM2023
 NM2023  HISTORY     - Date     Condition        Report By
 NM2023  HISTORY     - 1993     MONUMENTED       SDDT
 NM2023  HISTORY     - 19930908 GOOD             NGS
 NM2023  HISTORY     - 20120420 GOOD             INDIV
 NM2023
 NM2023                          STATION DESCRIPTION
 NM2023
 NM2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2023'14.3 KM (8.90 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM2023'OF INTERSTATE HIGHWAY 29 IN JUNCTION CITY, 22.9 M (75.1 FT) SOUTH OF
 NM2023'THE HIGHWAY CENTERLINE, 21.0 M (68.9 FT) SOUTHEAST OF MILEPOST 426,
 NM2023'7.0 M (23.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.7 M (5.6
 NM2023'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A STEEL
 NM2023'GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE
 NM2023'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 NM2023'THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH
 NM2023'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 NM2023'THEN THROUGH A 4-INCH PVC CAP.
 NM2023
 NM2023                          STATION RECOVERY (2012)
 NM2023
 NM2023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0550 ***********************************************************************
 OT0550  DESIGNATION -  5026 DW
 OT0550  PID         -  OT0550
 OT0550  STATE/COUNTY-  SD/PENNINGTON
 OT0550  COUNTRY     -  US
 OT0550  USGS QUAD   -  HILL CITY (2017)
 OT0550
 OT0550                         *CURRENT SURVEY CONTROL
 OT0550  ______________________________________________________________________
 OT0550* NAD 83(1986) POSITION- 43 55 25.16   (N) 103 34 44.24   (W)   HD_HELD1
 OT0550* NAVD 88 ORTHO HEIGHT -  1533.330 (meters)     5030.60  (feet) ADJUSTED
 OT0550  ______________________________________________________________________
 OT0550  GEOID HEIGHT    -        -13.686 (meters)                     GEOID18
 OT0550  DYNAMIC HEIGHT  -       1532.656 (meters)     5028.39  (feet) COMP
 OT0550  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 OT0550
 OT0550  VERT ORDER      -  SECOND    CLASS 0
 OT0550
 OT0550.The horizontal coordinates were determined by differentially corrected
 OT0550.hand held GPS observations or other comparable positioning techniques
 OT0550.and have an estimated accuracy of +/- 3 meters.
 OT0550
 OT0550.The orthometric height was determined by differential leveling and
 OT0550.adjusted by the NATIONAL GEODETIC SURVEY
 OT0550.in June 1991.
 OT0550
 OT0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0550.GEOID18 height accuracy estimate available here.
 OT0550
 OT0550.Click photographs - Photos may exist for this station.
 OT0550
 OT0550.The dynamic height is computed by dividing the NAVD 88
 OT0550.geopotential number by the normal gravity value computed on the
 OT0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0550.degrees latitude (g = 980.6199 gals.).
 OT0550
 OT0550.The modeled gravity was interpolated from observed gravity values.
 OT0550
 OT0550;                    North         East    Units  Estimated Accuracy
 OT0550;SPC SD S     -   181,764.6     339,434.3     MT  (+/- 3 meters HH1 GPS) 
 OT0550
 OT0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1407764374(NAD 83)
 OT0550
 OT0550                          SUPERSEDED SURVEY CONTROL
 OT0550
 OT0550  NGVD 29 (??/??/92) 1532.717  (m)         5028.59   (f) ADJ UNCH    2 0
 OT0550
 OT0550.Superseded values are not recommended for survey control.
 OT0550
 OT0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0550.See file dsdata.pdf to determine how the superseded data were derived.
 OT0550
 OT0550_MARKER: DB = BENCH MARK DISK
 OT0550_SETTING: 66 = SET IN ROCK OUTCROP
 OT0550_STAMPING: 5026 TT DW
 OT0550_MARK LOGO: USGS
 OT0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0550+STABILITY: POSITION/ELEVATION WELL
 OT0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0550+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2022
 OT0550
 OT0550  HISTORY     - Date     Condition        Report By
 OT0550  HISTORY     - 1900     MONUMENTED       USGS
 OT0550  HISTORY     - 1934     GOOD             CGS
 OT0550  HISTORY     - 20160915 GOOD             USPSQD
 OT0550  HISTORY     - 20220112 GOOD             SDDT
 OT0550
 OT0550                          STATION DESCRIPTION
 OT0550
 OT0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0550'0.7 MI S FROM HILL CITY.
 OT0550'0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0550'FROM THE STATION AT HILL CITY, PENNINGTON COUNTY, ABOUT 0.3 MILE
 OT0550'SOUTHEAST OF MILEPOST 60, ABOUT 3 1/2 RAILS NORTH OF BRIDGE
 OT0550'59.72, 62.9 FEET EAST OF THE EAST RAIL IN THE TOP OF A WHITE
 OT0550'QUARTZ ROCK, AND ABOUT 10 FEET HIGHER THAN THE TRACK.  A UNITED
 OT0550'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED DW 5026.
 OT0550
 OT0550                          STATION RECOVERY (2016)
 OT0550
 OT0550'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0550'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RAIL BED CONVERTED TO
 OT0550'THE MICKELSON TRAIL.
 OT0550
 OT0550                          STATION RECOVERY (2022)
 OT0550
 OT0550'RECOVERY NOTE BY SD DEPT OF TRANSP 2022 (JC)
 OT0550'RECOVERED AS DESCRIBED.  GPS WOULD BE MARGINAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1610 ***********************************************************************
 PU1610  DESIGNATION -  5218
 PU1610  PID         -  PU1610
 PU1610  STATE/COUNTY-  SD/LAWRENCE
 PU1610  COUNTRY     -  US
 PU1610  USGS QUAD   -  SAVOY (2017)
 PU1610
 PU1610                         *CURRENT SURVEY CONTROL
 PU1610  ______________________________________________________________________
 PU1610* NAD 83(1986) POSITION- 44 18 55.     (N) 103 53 18.     (W)   SCALED
 PU1610* NAVD 88 ORTHO HEIGHT -  1591.994 (meters)     5223.07  (feet) ADJUSTED
 PU1610  ______________________________________________________________________
 PU1610  GEOID HEIGHT    -        -13.284 (meters)                     GEOID18
 PU1610  DYNAMIC HEIGHT  -       1591.279 (meters)     5220.72  (feet) COMP
 PU1610  MODELED GRAVITY -    980,112.3   (mgal)                       NAVD 88
 PU1610
 PU1610  VERT ORDER      -  SECOND    CLASS 0
 PU1610
 PU1610.The horizontal coordinates were scaled from a map and have
 PU1610.an estimated accuracy of +/- 6 seconds.
 PU1610
 PU1610.The orthometric height was determined by differential leveling and
 PU1610.adjusted by the NATIONAL GEODETIC SURVEY
 PU1610.in June 1991.
 PU1610
 PU1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1610.GEOID18 height accuracy estimate available here.
 PU1610
 PU1610.Click photographs - Photos may exist for this station.
 PU1610
 PU1610.The dynamic height is computed by dividing the NAVD 88
 PU1610.geopotential number by the normal gravity value computed on the
 PU1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1610.degrees latitude (g = 980.6199 gals.).
 PU1610
 PU1610.The modeled gravity was interpolated from observed gravity values.
 PU1610
 PU1610;                    North         East    Units  Estimated Accuracy
 PU1610;SPC SD N     -    61,000.      289,900.      MT  (+/- 180 meters Scaled)
 PU1610
 PU1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK886074(NAD 83)
 PU1610
 PU1610                          SUPERSEDED SURVEY CONTROL
 PU1610
 PU1610  NGVD 29 (??/??/92) 1591.306  (m)         5220.81   (f) ADJ UNCH    2 0
 PU1610
 PU1610.Superseded values are not recommended for survey control.
 PU1610
 PU1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1610.See file dsdata.pdf to determine how the superseded data were derived.
 PU1610
 PU1610_MARKER: P = PIPE CAP
 PU1610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1610_STAMPING: DW 5218
 PU1610_MARK LOGO: USGS
 PU1610_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1610
 PU1610  HISTORY     - Date     Condition        Report By
 PU1610  HISTORY     - 1900     MONUMENTED       USGS
 PU1610  HISTORY     - 1958     GOOD             CGS
 PU1610
 PU1610                          STATION DESCRIPTION
 PU1610
 PU1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PU1610'AT ELMORE.
 PU1610'AT ELMORE, LAWRENCE COUNTY, IN SPEARFISH CANYON, ABOUT 120 FEET
 PU1610'WEST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER TANK,
 PU1610'ABOUT 80 FEET SOUTH OF THE SECTION FOREMANS RESIDENCE, ABOUT 138
 PU1610'FEET SOUTH OF A COUNTY ROAD, AND 40 FEET SOUTH OF THE TRACK.
 PU1610'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED DW 5218
 PU1610'AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0552 ***********************************************************************
 OT0552  DESIGNATION -  5240
 OT0552  PID         -  OT0552
 OT0552  STATE/COUNTY-  SD/PENNINGTON
 OT0552  COUNTRY     -  US
 OT0552  USGS QUAD   -  HILL CITY (2017)
 OT0552
 OT0552                         *CURRENT SURVEY CONTROL
 OT0552  ______________________________________________________________________
 OT0552* NAD 83(1986) POSITION- 43 53 10.91   (N) 103 36 04.48   (W)   HD_HELD1
 OT0552* NAVD 88 ORTHO HEIGHT -  1598.609 (meters)     5244.77  (feet) ADJUSTED
 OT0552  ______________________________________________________________________
 OT0552  GEOID HEIGHT    -        -13.566 (meters)                     GEOID18
 OT0552  DYNAMIC HEIGHT  -       1597.846 (meters)     5242.27  (feet) COMP
 OT0552  MODELED GRAVITY -    980,083.8   (mgal)                       NAVD 88
 OT0552
 OT0552  VERT ORDER      -  SECOND    CLASS 0
 OT0552
 OT0552.The horizontal coordinates were determined by differentially corrected
 OT0552.hand held GPS observations or other comparable positioning techniques
 OT0552.and have an estimated accuracy of +/- 3 meters.
 OT0552
 OT0552.The orthometric height was determined by differential leveling and
 OT0552.adjusted by the NATIONAL GEODETIC SURVEY
 OT0552.in June 1991.
 OT0552
 OT0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0552.GEOID18 height accuracy estimate available here.
 OT0552
 OT0552.Click photographs - Photos may exist for this station.
 OT0552
 OT0552.The dynamic height is computed by dividing the NAVD 88
 OT0552.geopotential number by the normal gravity value computed on the
 OT0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0552.degrees latitude (g = 980.6199 gals.).
 OT0552
 OT0552.The modeled gravity was interpolated from observed gravity values.
 OT0552
 OT0552;                    North         East    Units  Estimated Accuracy
 OT0552;SPC SD S     -   177,694.8     337,482.9     MT  (+/- 3 meters HH1 GPS) 
 OT0552
 OT0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1235860202(NAD 83)
 OT0552
 OT0552                          SUPERSEDED SURVEY CONTROL
 OT0552
 OT0552  NGVD 29 (??/??/92) 1597.936  (m)         5242.56   (f) ADJ UNCH    2 0
 OT0552
 OT0552.Superseded values are not recommended for survey control.
 OT0552
 OT0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0552.See file dsdata.pdf to determine how the superseded data were derived.
 OT0552
 OT0552_MARKER: B = BOLT
 OT0552_SETTING: 66 = SET IN ROCK OUTCROP
 OT0552_STAMPING: USGSBM 5240 FT
 OT0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0552+STABILITY: POSITION/ELEVATION WELL
 OT0552
 OT0552  HISTORY     - Date     Condition        Report By
 OT0552  HISTORY     - 1900     MONUMENTED       USGS
 OT0552  HISTORY     - 1934     GOOD             CGS
 OT0552
 OT0552                          STATION DESCRIPTION
 OT0552
 OT0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0552'4 MI S FROM HILL CITY.
 OT0552'4.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0552'FROM THE STATION AT HILL CITY, PENNINGTON COUNTY, ABOUT 0.4 MILE
 OT0552'NORTH OF MILEPOST 56, ABOUT 6 RAILS NORTH OF THE CENTER OF BRIDGE
 OT0552'56.36, IN A PROJECTION OF ROCK ON THE WEST FACE OF THE CUT,
 OT0552'ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND 1 FOOT NORTH OF A SMALL
 OT0552'PYRAMID OF ROCKS.  A COPPER BOLT, STAMPED U.S.G.S. BM 5240 FT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7863 ***********************************************************************
 AC7863  CBN         -  This is a Cooperative Base Network Control Station.
 AC7863  DESIGNATION -  53 011.60
 AC7863  PID         -  AC7863
 AC7863  STATE/COUNTY-  SD/TRIPP
 AC7863  COUNTRY     -  US
 AC7863  USGS QUAD   -  CLEARFIELD (2017)
 AC7863
 AC7863                         *CURRENT SURVEY CONTROL
 AC7863  ______________________________________________________________________
 AC7863* NAD 83(2011) POSITION- 43 09 38.69806(N) 100 02 53.54840(W)   ADJUSTED
 AC7863* NAD 83(2011) ELLIP HT-   693.871 (meters)        (06/27/12)   ADJUSTED
 AC7863* NAD 83(2011) EPOCH   -  2010.00
 AC7863* NAVD 88 ORTHO HEIGHT -   718.0   (meters)     2356.    (feet) GPS OBS
 AC7863  ______________________________________________________________________
 AC7863  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7863  GEOID HEIGHT    -        -24.091 (meters)                     GEOID96
 AC7863  GEOID HEIGHT    -        -24.150 (meters)                     GEOID18
 AC7863  NAD 83(2011) X  -   -813,107.189 (meters)                     COMP
 AC7863  NAD 83(2011) Y  - -4,588,779.414 (meters)                     COMP
 AC7863  NAD 83(2011) Z  -  4,341,020.067 (meters)                     COMP
 AC7863  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 AC7863
 AC7863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7863  Standards:
 AC7863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7863  -------------------------------------------------------------------
 AC7863  NETWORK    0.96   2.80           0.45   0.31   1.43     -0.07012230
 AC7863  -------------------------------------------------------------------
 AC7863  Click here for local accuracies and other accuracy information.
 AC7863
 AC7863.The horizontal coordinates were established by GPS observations
 AC7863.and adjusted by the National Geodetic Survey in June 2012.
 AC7863
 AC7863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7863.been affixed to the stable North American tectonic plate. See 
 AC7863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7863
 AC7863.The horizontal coordinates are valid at the epoch date displayed above
 AC7863.which is a decimal equivalence of Year/Month/Day.
 AC7863
 AC7863.The orthometric height was determined by GPS observations and a
 AC7863.high-resolution geoid model.
 AC7863
 AC7863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7863.GEOID18 height accuracy estimate available here.
 AC7863
 AC7863.Click photographs - Photos may exist for this station.
 AC7863
 AC7863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7863
 AC7863.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7863
 AC7863.The ellipsoidal height was determined by GPS observations
 AC7863.and is referenced to NAD 83.
 AC7863
 AC7863. The following values were computed from the NAD 83(2011) position.
 AC7863
 AC7863;                    North         East     Units Scale Factor Converg.
 AC7863;SPC SD S     -    91,958.412   623,187.235   MT  0.99993857   +0 11 48.1
 AC7863;SPC SD S     -   301,700.22  2,044,573.45   sFT  0.99993857   +0 11 48.1
 AC7863;UTM  14      - 4,779,199.241   414,785.052   MT  0.99968933   -0 43 01.4
 AC7863
 AC7863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7863!SPC SD S     -   0.99989120  x   0.99993857  =   0.99982978
 AC7863!UTM  14      -   0.99989120  x   0.99968933  =   0.99958056
 AC7863
 AC7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1478579199(NAD 83)
 AC7863
 AC7863                          SUPERSEDED SURVEY CONTROL
 AC7863
 AC7863  NAD 83(2007)-  43 09 38.69801(N)    100 02 53.54959(W) AD(2002.00) 0
 AC7863  ELLIP H (02/10/07)  693.906  (m)                       GP(2002.00)    
 AC7863  ELLIP H (04/15/04)  693.890  (m)                       GP(       ) 2 1
 AC7863  NAD 83(1996)-  43 09 38.69752(N)    100 02 53.54956(W) AD(       ) B
 AC7863  ELLIP H (04/18/97)  693.932  (m)                       GP(       ) 4 1
 AC7863
 AC7863.Superseded values are not recommended for survey control.
 AC7863
 AC7863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7863.See file dsdata.pdf to determine how the superseded data were derived.
 AC7863
 AC7863_MARKER: Z = SEE DESCRIPTION
 AC7863_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7863_STAMPING: 53-11.60
 AC7863_MARK LOGO: NGS
 AC7863_PROJECTION: FLUSH
 AC7863_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7863+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1996
 AC7863_ROD/PIPE-DEPTH: 6.4 meters
 AC7863_SLEEVE-DEPTH  : 1.9 meters
 AC7863
 AC7863  HISTORY     - Date     Condition        Report By
 AC7863  HISTORY     - 1995     MONUMENTED       SDDT
 AC7863  HISTORY     - 19960730 GOOD             NGS
 AC7863
 AC7863                          STATION DESCRIPTION
 AC7863
 AC7863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7863'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTHWEST OF WINNER,
 AC7863'10.0 MI (16.1 KM) NORTHWEST OF MILLBORO, AND 1.0 MI (1.6 KM)
 AC7863'SOUTH-SOUTHWEST OF CLEARFIELD, ON STATE HIGHWAY 53.  OWNERSHIP--THE
 AC7863'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7863'HIGHWAY 18 AND STATE HIGHWAY 53, 10.0 MI (16.1 KM) WEST OF WINNER, GO
 AC7863'SOUTH ON STATE HIGHWAY 53 FOR 15.75 MI (25.35 KM) TO THE STATION ON
 AC7863'THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7863'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7863'STEEL PIPE.  LOCATED 20.0 FT (6.1 M) NORTH OF THE CENTER OF A FIELD
 AC7863'ENTRANCE ROAD, 2.4 FT (0.7 M) EAST OF A FENCE, 1.6 FT (0.5 M) WEST OF
 AC7863'A METAL GUARD POST, AND 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 AC7863'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7863'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2435 ***********************************************************************
 PU2435  DESIGNATION -  53 66
 PU2435  PID         -  PU2435
 PU2435  STATE/COUNTY-  SD/BUTTE
 PU2435  COUNTRY     -  US
 PU2435  USGS QUAD   -  NEWELL (2017)
 PU2435
 PU2435                         *CURRENT SURVEY CONTROL
 PU2435  ______________________________________________________________________
 PU2435* NAD 83(1986) POSITION- 44 42 37.     (N) 103 25 16.     (W)   SCALED
 PU2435* NAVD 88 ORTHO HEIGHT -   872.088 (meters)     2861.18  (feet) ADJUSTED
 PU2435  ______________________________________________________________________
 PU2435  GEOID HEIGHT    -        -16.365 (meters)                     GEOID18
 PU2435  DYNAMIC HEIGHT  -        871.868 (meters)     2860.45  (feet) COMP
 PU2435  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 PU2435
 PU2435  VERT ORDER      -  FIRST     CLASS II
 PU2435
 PU2435.The horizontal coordinates were scaled from a map and have
 PU2435.an estimated accuracy of +/- 6 seconds.
 PU2435
 PU2435.The orthometric height was determined by differential leveling and
 PU2435.adjusted by the NATIONAL GEODETIC SURVEY
 PU2435.in July 1998.
 PU2435
 PU2435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2435.GEOID18 height accuracy estimate available here.
 PU2435
 PU2435.Click photographs - Photos may exist for this station.
 PU2435
 PU2435.The dynamic height is computed by dividing the NAVD 88
 PU2435.geopotential number by the normal gravity value computed on the
 PU2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2435.degrees latitude (g = 980.6199 gals.).
 PU2435
 PU2435.The modeled gravity was interpolated from observed gravity values.
 PU2435
 PU2435;                    North         East    Units  Estimated Accuracy
 PU2435;SPC SD N     -   103,180.      328,990.      MT  (+/- 180 meters Scaled)
 PU2435
 PU2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK250519(NAD 83)
 PU2435
 PU2435                          SUPERSEDED SURVEY CONTROL
 PU2435
 PU2435  NGVD 29 (04/17/07)  871.62   (m)         2859.6    (f) RESET       3  
 PU2435
 PU2435.Superseded values are not recommended for survey control.
 PU2435
 PU2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2435.See file dsdata.pdf to determine how the superseded data were derived.
 PU2435
 PU2435_MARKER: DD = SURVEY DISK
 PU2435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2435_SP_SET: HEADWALL
 PU2435_STAMPING: 53 66 1989
 PU2435_MARK LOGO: BLM
 PU2435_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2435+STABILITY: SURFACE MOTION
 PU2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2435+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU2435
 PU2435  HISTORY     - Date     Condition        Report By
 PU2435  HISTORY     - 1989     MONUMENTED       BLM
 PU2435  HISTORY     - 19951116 GOOD             NGS
 PU2435
 PU2435                          STATION DESCRIPTION
 PU2435
 PU2435'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1989
 PU2435'AT NEWWELL, AT THE JUNCTION OF U. S. HIGHWAY 212 (DARTMOUTH AVENUE)
 PU2435'AND SECOND STREET, AT HIGHWAY STATION 53 + 66, 18.29 M (60.0 FT) WEST
 PU2435'OF THE CENTERLINE OF 212, A STANDARD BLM BRASS CAP, SET IN THE TOP OF
 PU2435'AN IRRIGATION DIVISION BOX.
 PU2435'THIS MARK WAS ESTABLISHED FROM W 360 BY JOHN STRACHEN OF THE BLM.
 PU2435
 PU2435                          STATION RECOVERY (1995)
 PU2435
 PU2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2435'IN NEWELL, AT THE INTERSECTION OF SECOND STREET AND U.S. HIGHWAY 212
 PU2435'(DARTMOUTH AVENUE), NEAR THE CENTER OF THE SOUTH CONCRETE HEADWALL OF
 PU2435'AN IRRIGATION DIVERSION BOX, 18.3 M (60.0 FT) WEST OF THE HIGHWAY
 PU2435'CENTERLINE, 14.0 M (45.9 FT) SOUTH OF THE EXTENDED CENTER OF THE
 PU2435'STREET, 1.9 M (6.2 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A SIGN
 PU2435'(WELCOME TO NEWELL), AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 PU2435'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0559 ***********************************************************************
 OT0559  DESIGNATION -  5316 DW
 OT0559  PID         -  OT0559
 OT0559  STATE/COUNTY-  SD/CUSTER
 OT0559  COUNTRY     -  US
 OT0559  USGS QUAD   -  CUSTER (2017)
 OT0559
 OT0559                         *CURRENT SURVEY CONTROL
 OT0559  ______________________________________________________________________
 OT0559* NAD 83(1986) POSITION- 43 45 57.82   (N) 103 36 05.28   (W)   HD_HELD1
 OT0559* NAVD 88 ORTHO HEIGHT -  1621.437 (meters)     5319.66  (feet) ADJUSTED
 OT0559  ______________________________________________________________________
 OT0559  GEOID HEIGHT    -        -13.739 (meters)                     GEOID18
 OT0559  DYNAMIC HEIGHT  -       1620.692 (meters)     5317.22  (feet) COMP
 OT0559  MODELED GRAVITY -    980,100.7   (mgal)                       NAVD 88
 OT0559
 OT0559  VERT ORDER      -  FIRST     CLASS II
 OT0559
 OT0559.The horizontal coordinates were determined by differentially corrected
 OT0559.hand held GPS observations or other comparable positioning techniques
 OT0559.and have an estimated accuracy of +/- 3 meters.
 OT0559
 OT0559.The orthometric height was determined by differential leveling and
 OT0559.adjusted by the NATIONAL GEODETIC SURVEY
 OT0559.in October 1997.
 OT0559
 OT0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0559.GEOID18 height accuracy estimate available here.
 OT0559
 OT0559.Click photographs - Photos may exist for this station.
 OT0559
 OT0559.The dynamic height is computed by dividing the NAVD 88
 OT0559.geopotential number by the normal gravity value computed on the
 OT0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0559.degrees latitude (g = 980.6199 gals.).
 OT0559
 OT0559.The modeled gravity was interpolated from observed gravity values.
 OT0559
 OT0559;                    North         East    Units  Estimated Accuracy
 OT0559;SPC SD S     -   164,340.3     336,939.3     MT  (+/- 3 meters HH1 GPS) 
 OT0559
 OT0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1256646840(NAD 83)
 OT0559
 OT0559                          SUPERSEDED SURVEY CONTROL
 OT0559
 OT0559  NAVD 88 (06/15/91) 1621.412  (m)         5319.58   (f) SUPERSEDED  1 2
 OT0559  NGVD 29 (??/??/92) 1620.786  (m)         5317.53   (f) ADJ UNCH    1 2
 OT0559
 OT0559.Superseded values are not recommended for survey control.
 OT0559
 OT0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0559.See file dsdata.pdf to determine how the superseded data were derived.
 OT0559
 OT0559_MARKER: DB = BENCH MARK DISK
 OT0559_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OT0559_SP_SET: STEP
 OT0559_STAMPING: 5316 DW TT
 OT0559_MARK LOGO: USGS
 OT0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0559+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2020
 OT0559
 OT0559  HISTORY     - Date     Condition        Report By
 OT0559  HISTORY     - 1898     MONUMENTED       USGS
 OT0559  HISTORY     - 1934     GOOD             CGS
 OT0559  HISTORY     - 19950418 GOOD             NGS
 OT0559  HISTORY     - 20040719 GOOD             GEOCAC
 OT0559  HISTORY     - 20180708 GOOD             GEOCAC
 OT0559  HISTORY     - 20190606 MARK NOT FOUND   USPSQD
 OT0559  HISTORY     - 20200512 GOOD             SDDT
 OT0559  HISTORY     - 20200717 GOOD             SDDT
 OT0559
 OT0559                          STATION DESCRIPTION
 OT0559
 OT0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0559'AT CUSTER, CUSTER COUNTY, 14 FEET NORTH OF THE NORTH CURB OF MAIN
 OT0559'STREET, 29.2 FEET SOUTH OF THE SOUTH FACE OF THE COUNTY COURTHOUSE,
 OT0559'0.3 FOOT WEST OF THE WEST FACE OF THE EAST BALUSTRADE, AND IN THE TOP
 OT0559'OF THE EAST END OF THE SECOND CONCRETE STEP FROM THE BOTTOM.  A UNITED
 OT0559'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED DW 5316.
 OT0559
 OT0559                          STATION RECOVERY (1995)
 OT0559
 OT0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0559'IN CUSTER, AT THE INTERSECTION OF MOUNT RUSHMORE ROAD AND 4TH STREET,
 OT0559'NEAR THE NORTHEAST END OF THE SECOND CONCRETE STEP FROM THE BOTTOM OF
 OT0559'A SET OF STEPS LEADING TO THE SOUTH ENTRANCE INTO THE CUSTER COUNTY
 OT0559'MUSEUM (OLD COURTHOUSE), 39.5 M (129.6 FT) NORTHEAST OF THE STREET
 OT0559'CENTER, 18.7 M (61.4 FT) NORTHWEST OF THE ROAD CENTERLINE, 9.7 M (31.8
 OT0559'FT) SOUTHEAST OF THE ENTRANCE INTO THE MUSEUM, AND 0.3 M (1.0 FT)
 OT0559'ABOVE THE LEVEL OF THE ROAD.
 OT0559
 OT0559                          STATION RECOVERY (2004)
 OT0559
 OT0559'RECOVERY NOTE BY GEOCACHING 2004 (DJH)
 OT0559'MARKER IS STILL IN THE STEP AS DESCRIBED. ON THE LAWN IS A DIFFERENT
 OT0559'MARKER WHICH IS NOT TO BE CONFUSED WITH THE ONE STILL INSIDE THE STEP.
 OT0559'
 OT0559
 OT0559                          STATION RECOVERY (2018)
 OT0559
 OT0559'RECOVERY NOTE BY GEOCACHING 2018
 OT0559'RECOVERED IN GOOD CONDITION.
 OT0559
 OT0559                          STATION RECOVERY (2019)
 OT0559
 OT0559'RECOVERY NOTE BY US POWER SQUADRON 2019 (MLG)
 OT0559'THE MARK APPEARS TO HAVE BEEN REMOVED AND COVERED WITH CEMENT.
 OT0559
 OT0559                          STATION RECOVERY (2020)
 OT0559
 OT0559'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (SO)
 OT0559'THE MARK IS UNDER A DIAMOND PLATE STEEL COVER ON THE THIRD STEP OF THE
 OT0559'COURTHOUSE MUSEUM.
 OT0559
 OT0559                          STATION RECOVERY (2020)
 OT0559
 OT0559'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (SO)
 OT0559'THE MARK IS UNDER A STEEL COVER IN THE THIRD STEP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0558 ***********************************************************************
 OT0558  DESIGNATION -  5322 DW
 OT0558  PID         -  OT0558
 OT0558  STATE/COUNTY-  SD/CUSTER
 OT0558  COUNTRY     -  US
 OT0558  USGS QUAD   -  CUSTER (2017)
 OT0558
 OT0558                         *CURRENT SURVEY CONTROL
 OT0558  ______________________________________________________________________
 OT0558* NAD 83(1986) POSITION- 43 45 48.09   (N) 103 36 04.80   (W)   HD_HELD1
 OT0558* NAVD 88 ORTHO HEIGHT -  1623.632 (meters)     5326.87  (feet) ADJUSTED
 OT0558  ______________________________________________________________________
 OT0558  GEOID HEIGHT    -        -13.746 (meters)                     GEOID18
 OT0558  DYNAMIC HEIGHT  -       1622.887 (meters)     5324.42  (feet) COMP
 OT0558  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 OT0558
 OT0558  VERT ORDER      -  FIRST     CLASS II
 OT0558
 OT0558.The horizontal coordinates were determined by differentially corrected
 OT0558.hand held GPS observations or other comparable positioning techniques
 OT0558.and have an estimated accuracy of +/- 3 meters.
 OT0558
 OT0558.The orthometric height was determined by differential leveling and
 OT0558.adjusted by the NATIONAL GEODETIC SURVEY
 OT0558.in October 1997.
 OT0558
 OT0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0558.GEOID18 height accuracy estimate available here.
 OT0558
 OT0558.Click photographs - Photos may exist for this station.
 OT0558
 OT0558.The dynamic height is computed by dividing the NAVD 88
 OT0558.geopotential number by the normal gravity value computed on the
 OT0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0558.degrees latitude (g = 980.6199 gals.).
 OT0558
 OT0558.The modeled gravity was interpolated from observed gravity values.
 OT0558
 OT0558;                    North         East    Units  Estimated Accuracy
 OT0558;SPC SD S     -   164,039.9     336,938.2     MT  (+/- 3 meters HH1 GPS) 
 OT0558
 OT0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1258246540(NAD 83)
 OT0558
 OT0558                          SUPERSEDED SURVEY CONTROL
 OT0558
 OT0558  NAVD 88 (06/15/91) 1623.604  (m)         5326.77   (f) SUPERSEDED  1 2
 OT0558  NGVD 29 (??/??/92) 1622.980  (m)         5324.73   (f) ADJ UNCH    1 2
 OT0558
 OT0558.Superseded values are not recommended for survey control.
 OT0558
 OT0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0558.See file dsdata.pdf to determine how the superseded data were derived.
 OT0558
 OT0558_MARKER: DB = BENCH MARK DISK
 OT0558_SETTING: 80 = SET IN A BOULDER
 OT0558_STAMPING: 5322 DW
 OT0558_MARK LOGO: USGS
 OT0558_PROJECTION: FLUSH
 OT0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0558+STABILITY: SURFACE MOTION
 OT0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0558+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 OT0558
 OT0558  HISTORY     - Date     Condition        Report By
 OT0558  HISTORY     - 1898     MONUMENTED       USGS
 OT0558  HISTORY     - 1934     GOOD             CGS
 OT0558  HISTORY     - 19950418 GOOD             NGS
 OT0558  HISTORY     - 20230720 POOR             INDIV
 OT0558
 OT0558                          STATION DESCRIPTION
 OT0558
 OT0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0558'IN CUSTER.
 OT0558'AT CUSTER, CUSTER COUNTY, ABOUT 500 FEET SOUTHEAST OF THE CHICAGO,
 OT0558'BURLINGTON AND QUINCY RAILROAD, ABOUT 0.2 MILE NORTH OF MILEPOST
 OT0558'44, ABOUT 500 FEET EAST OF A GREASE FACTORY, NORTHEAST OF THE
 OT0558'CITY TOURIST CAMP OFFICE, 41 FEET EAST OF THE EAST CORNER OF A
 OT0558'SMALL LOG CABIN, 55 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD,
 OT0558'ABOUT 4 FEET WEST OF A BLAZED 6-INCH PINE TREE, ABOUT 15 FEET
 OT0558'HIGHER THAN THE ROAD, AND IN THE TOP OF ONE OF A GROUP OF LARGE
 OT0558'GRANITE BOULDERS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OT0558'DISK, STAMPED DW 5322.
 OT0558
 OT0558                          STATION RECOVERY (1995)
 OT0558
 OT0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0558'IN CUSTER, AT THE INTERSECTION OF 4TH AND GORDON STREETS, NEAR THE
 OT0558'CENTER OF A 9 BY 20-FOOT BOULDER IN A GROUP OF BOULDERS ON THE SIDE OF
 OT0558'A HILL ACROSS GORDON STREET FROM FRENCH CREEK PARK, 89.3 M (293.0 FT)
 OT0558'NORTHEAST OF THE NORTHEAST CORNER OF THE SHADY REST MOTEL OFFICE, 63.5
 OT0558'M (208.3 FT) SOUTHWEST OF THE CENTER OF 4TH STREET, 8.4 M (27.6 FT)
 OT0558'SOUTHEAST OF THE CENTER OF GORDON STREET, 3.6 M (11.8 FT) NORTHEAST OF
 OT0558'A 14-INCH PINE TREE, 3.2 M (10.5 FT) SOUTHWEST OF A 12-INCH PINE TREE,
 OT0558'AND 3.0 M (9.8 FT) ABOVE THE LEVEL OF GORDON STREET.
 OT0558
 OT0558                          STATION RECOVERY (2023)
 OT0558
 OT0558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JR)
 OT0558'THE MARK WAS FOUND APPROXIMATELY 3 M (9.8 FT) ABOVE THE CURRENT PAVED
 OT0558'ROADWAY IN A CLUSTER OF MATURE PINE TREES AND GRANITE BOULDERS.  THE
 OT0558'BOULDERS ARE HEAVILY COVERED IN MOSS AND PINE NEEDLES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0561 ***********************************************************************
 OT0561  DESIGNATION -  5469 DW
 OT0561  PID         -  OT0561
 OT0561  STATE/COUNTY-  SD/CUSTER
 OT0561  COUNTRY     -  US
 OT0561  USGS QUAD   -  CICERO PEAK (2017)
 OT0561
 OT0561                         *CURRENT SURVEY CONTROL
 OT0561  ______________________________________________________________________
 OT0561* NAD 83(1986) POSITION- 43 43 33.51   (N) 103 36 15.74   (W)   HD_HELD1
 OT0561* NAVD 88 ORTHO HEIGHT -  1668.433 (meters)     5473.85  (feet) ADJUSTED
 OT0561  ______________________________________________________________________
 OT0561  GEOID HEIGHT    -        -13.821 (meters)                     GEOID18
 OT0561  DYNAMIC HEIGHT  -       1667.672 (meters)     5471.35  (feet) COMP
 OT0561  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 OT0561
 OT0561  VERT ORDER      -  FIRST     CLASS II
 OT0561
 OT0561.The horizontal coordinates were determined by differentially corrected
 OT0561.hand held GPS observations or other comparable positioning techniques
 OT0561.and have an estimated accuracy of +/- 3 meters.
 OT0561
 OT0561.The orthometric height was determined by differential leveling and
 OT0561.adjusted by the NATIONAL GEODETIC SURVEY
 OT0561.in October 1997.
 OT0561
 OT0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0561.GEOID18 height accuracy estimate available here.
 OT0561
 OT0561.Click photographs - Photos may exist for this station.
 OT0561
 OT0561.The dynamic height is computed by dividing the NAVD 88
 OT0561.geopotential number by the normal gravity value computed on the
 OT0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0561.degrees latitude (g = 980.6199 gals.).
 OT0561
 OT0561.The modeled gravity was interpolated from observed gravity values.
 OT0561
 OT0561;                    North         East    Units  Estimated Accuracy
 OT0561;SPC SD S     -   159,899.6     336,530.2     MT  (+/- 3 meters HH1 GPS) 
 OT0561
 OT0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1240742384(NAD 83)
 OT0561
 OT0561                          SUPERSEDED SURVEY CONTROL
 OT0561
 OT0561  NAVD 88 (06/15/91) 1668.383  (m)         5473.69   (f) SUPERSEDED  1 2
 OT0561  NGVD 29 (??/??/92) 1667.762  (m)         5471.65   (f) ADJ UNCH    1 2
 OT0561
 OT0561.Superseded values are not recommended for survey control.
 OT0561
 OT0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0561.See file dsdata.pdf to determine how the superseded data were derived.
 OT0561
 OT0561_MARKER: B = BOLT
 OT0561_SETTING: 66 = SET IN ROCK OUTCROP
 OT0561_STAMPING: USGS 5469 FT BM
 OT0561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0561+STABILITY: POSITION/ELEVATION WELL
 OT0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0561+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 OT0561
 OT0561  HISTORY     - Date     Condition        Report By
 OT0561  HISTORY     - 1898     MONUMENTED       USGS
 OT0561  HISTORY     - 1934     GOOD             CGS
 OT0561  HISTORY     - 19950411 GOOD             NGS
 OT0561
 OT0561                          STATION DESCRIPTION
 OT0561
 OT0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0561'3 MI S FROM CUSTER.
 OT0561'3.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0561'FROM THE STATION AT CUSTER, CUSTER COUNTY, ABOUT 0.4 MILE NORTH
 OT0561'OF MILEPOST 41, 75.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 105
 OT0561'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 83, 28.5 FEET
 OT0561'NORTHEAST OF A FENCE, IN A ROCK OUTCROP, AND 2 FEET SOUTH OF A
 OT0561'PYRAMID OF ROCKS.  A 3/4-INCH COPPER BOLT, STAMPED U.S.G.S. B.M.
 OT0561'5469 FT.
 OT0561
 OT0561                          STATION RECOVERY (1995)
 OT0561
 OT0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0561'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 OT0561'IN CUSTER, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG A GRAVELED ROAD, A
 OT0561'3/4- INCH COPPER BOLT NEAR THE CENTER OF A 5 BY 8-FOOT AREA OF
 OT0561'OUTCROPPING BEDROCK THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OT0561'SURFACE, 32.2 M (105.6 FT) WEST OF THE ROAD CENTER, 24.4 M (80.1 FT)
 OT0561'EAST OF THE CENTER OF A RAILROAD BED (TRACKS REMOVED), 14.3 M (46.9
 OT0561'FT) NORTH OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING EAST, 11.3
 OT0561'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 OT0561'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL
 OT0561'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OT0561'THROUGH A 4-INCH PVC CAP.  THE MARK IS ON PROPERTY OWNED BY CUSTER
 OT0561'COUNTY.  TO GAIN ACCESS TO THE MARK CONTACT--JERRY WILKERSON, CUSTER
 OT0561'COUNTY AIRPORT, 12200 AVIATION PLACE, CUSTER, SD 57730, TELEPHONE
 OT0561'NUMBER (605) 673-3874.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1632 ***********************************************************************
 PU1632  CBN         -  This is a Cooperative Base Network Control Station.
 PU1632  DESIGNATION -  5514
 PU1632  PID         -  PU1632
 PU1632  STATE/COUNTY-  SD/PENNINGTON
 PU1632  COUNTRY     -  US
 PU1632  USGS QUAD   -  ROCHFORD (2017)
 PU1632
 PU1632                         *CURRENT SURVEY CONTROL
 PU1632  ______________________________________________________________________
 PU1632* NAD 83(2011) POSITION- 44 01 25.65671(N) 103 39 30.59697(W)   ADJUSTED
 PU1632* NAD 83(2011) ELLIP HT-  1668.743 (meters)        (06/27/12)   ADJUSTED
 PU1632* NAD 83(2011) EPOCH   -  2010.00
 PU1632* NAVD 88 ORTHO HEIGHT -  1682.041 (meters)     5518.50  (feet) ADJUSTED
 PU1632  ______________________________________________________________________
 PU1632  GEOID HEIGHT    -        -13.280 (meters)                     GEOID18
 PU1632  NAD 83(2011) X  - -1,084,999.477 (meters)                     COMP
 PU1632  NAD 83(2011) Y  - -4,464,899.205 (meters)                     COMP
 PU1632  NAD 83(2011) Z  -  4,411,152.696 (meters)                     COMP
 PU1632  LAPLACE CORR    -        -11.43  (seconds)                    DEFLEC18
 PU1632  DYNAMIC HEIGHT  -       1681.288 (meters)     5516.03  (feet) COMP
 PU1632  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 PU1632
 PU1632  VERT ORDER      -  SECOND    CLASS 0
 PU1632
 PU1632  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU1632  Standards:
 PU1632         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU1632            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU1632  -------------------------------------------------------------------
 PU1632  NETWORK    0.60   1.25           0.27   0.21   0.64     -0.06417449
 PU1632  -------------------------------------------------------------------
 PU1632  Click here for local accuracies and other accuracy information.
 PU1632
 PU1632.The horizontal coordinates were established by GPS observations
 PU1632.and adjusted by the National Geodetic Survey in June 2012.
 PU1632
 PU1632.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU1632.been affixed to the stable North American tectonic plate. See 
 PU1632.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU1632
 PU1632.The horizontal coordinates are valid at the epoch date displayed above
 PU1632.which is a decimal equivalence of Year/Month/Day.
 PU1632
 PU1632.The orthometric height was determined by differential leveling and
 PU1632.adjusted by the NATIONAL GEODETIC SURVEY
 PU1632.in June 1991.
 PU1632
 PU1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1632.GEOID18 height accuracy estimate available here.
 PU1632
 PU1632.Click photographs - Photos may exist for this station.
 PU1632
 PU1632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU1632
 PU1632.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1632
 PU1632.The ellipsoidal height was determined by GPS observations
 PU1632.and is referenced to NAD 83.
 PU1632
 PU1632.The dynamic height is computed by dividing the NAVD 88
 PU1632.geopotential number by the normal gravity value computed on the
 PU1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1632.degrees latitude (g = 980.6199 gals.).
 PU1632
 PU1632.The modeled gravity was interpolated from observed gravity values.
 PU1632
 PU1632. The following values were computed from the NAD 83(2011) position.
 PU1632
 PU1632;                    North         East     Units Scale Factor Converg.
 PU1632;SPC SD S     -   193,134.007   333,497.083   MT  0.99993187   -2 17 37.9
 PU1632;SPC SD S     -   633,640.49  1,094,148.35   sFT  0.99993187   -2 17 37.9
 PU1632;UTM  13      - 4,875,390.303   607,510.997   MT  0.99974216   +0 55 56.5
 PU1632
 PU1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1632!SPC SD S     -   0.99973840  x   0.99993187  =   0.99967029
 PU1632!UTM  13      -   0.99973840  x   0.99974216  =   0.99948063
 PU1632
 PU1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0751075390(NAD 83)
 PU1632
 PU1632                          SUPERSEDED SURVEY CONTROL
 PU1632
 PU1632  NAD 83(2007)-  44 01 25.65659(N)    103 39 30.59812(W) AD(2002.00) 0
 PU1632  ELLIP H (02/10/07) 1668.772  (m)                       GP(2002.00)    
 PU1632  NAD 83(1993)-  44 01 25.65600(N)    103 39 30.59803(W) AD(       ) A
 PU1632  ELLIP H (06/23/03) 1668.759  (m)                       GP(       ) 3 1
 PU1632  NAVD 88            1682.04   (m)         5518.5    (f) LEVELING    3  
 PU1632  NGVD 29 (??/??/92) 1681.405  (m)         5516.41   (f) ADJ UNCH    2 0
 PU1632
 PU1632.Superseded values are not recommended for survey control.
 PU1632
 PU1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1632.See file dsdata.pdf to determine how the superseded data were derived.
 PU1632
 PU1632_MARKER: P = PIPE CAP
 PU1632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1632_STAMPING: DW 5514
 PU1632_MARK LOGO: USGS
 PU1632_PROJECTION: PROJECTING 20 CENTIMETERS
 PU1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1632+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 PU1632
 PU1632  HISTORY     - Date     Condition        Report By
 PU1632  HISTORY     - 1900     MONUMENTED       USGS
 PU1632  HISTORY     - 1934     GOOD             CGS
 PU1632  HISTORY     - 20020514 GOOD             SDDT
 PU1632
 PU1632                          STATION DESCRIPTION
 PU1632
 PU1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1632'4.8 MI S FROM MYSTIC.
 PU1632'4.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PU1632'FROM THE POST OFFICE AT MYSTIC, PENNINGTON COUNTY, ABOUT 10 RAILS
 PU1632'SOUTH OF MILEPOST 70, 32.5 FEET WEST OF THE WEST FENCE, AND 0.7
 PU1632'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 PU1632'SURVEY STANDARD CAP, STAMPED DW 5514 AND RIVETED ON THE TOP OF A
 PU1632'3 1/2-INCH IRON PIPE.
 PU1632
 PU1632                          STATION RECOVERY (2002)
 PU1632
 PU1632'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PU1632'DESCRIBED BY SDDOT 2002
 PU1632'THE STATION IN LOCATED ABOUT 10 MILES NORTH OF HILL CITY.
 PU1632'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 16 AND 385  AND
 PU1632'FOREST SERVICE
 PU1632'ROAD 17 IN HILL CITY, GO NORTH ON FOREST SERVICE ROAD 17 FOR 5.4 MILES
 PU1632'TO ITS JUNCTION WITH
 PU1632'FOREST SERVICE ROAD 231(MYSTIC ROAD), TURN RIGHT OF FOREST SERVICE
 PU1632'ROAD 231 AND GO
 PU1632'NORTH FOR 3.9 MILES TO A CATTLE GUARD AND THE THE STATIN ON THE RIGHT.
 PU1632'THE STATION IS 63 FT EAST OF THE CENTERLINE OF THE ROAD, 34 FT WEST
 PU1632'FROM THE CENTERLINE
 PU1632'OF THE RAILS TO TRAILS(OLD RAILROAD LINE), 18 FT SOUTH OF AN EAST/WEST
 PU1632'FENCE LINE, 2 FT
 PU1632'WEST OF A WITNESS POST AND 1 FT EAST OF A METAL FOREST SERVICE WITNESS
 PU1632'POST.
 PU1632'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1677 ***********************************************************************
 PU1677  DESIGNATION -  5610
 PU1677  PID         -  PU1677
 PU1677  STATE/COUNTY-  SD/LAWRENCE
 PU1677  COUNTRY     -  US
 PU1677  USGS QUAD   -  SAVOY (2017)
 PU1677
 PU1677                         *CURRENT SURVEY CONTROL
 PU1677  ______________________________________________________________________
 PU1677* NAD 83(1986) POSITION- 44 16 18.62   (N) 103 54 30.49   (W)   HD_HELD1
 PU1677* NAVD 88 ORTHO HEIGHT -  1711.437 (meters)     5614.94  (feet) ADJUSTED
 PU1677  ______________________________________________________________________
 PU1677  GEOID HEIGHT    -        -13.078 (meters)                     GEOID18
 PU1677  DYNAMIC HEIGHT  -       1710.669 (meters)     5612.42  (feet) COMP
 PU1677  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 PU1677
 PU1677  VERT ORDER      -  SECOND    CLASS 0
 PU1677
 PU1677.The horizontal coordinates were determined by differentially corrected
 PU1677.hand held GPS observations or other comparable positioning techniques
 PU1677.and have an estimated accuracy of +/- 3 meters.
 PU1677
 PU1677.The orthometric height was determined by differential leveling and
 PU1677.adjusted by the NATIONAL GEODETIC SURVEY
 PU1677.in June 1991.
 PU1677
 PU1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1677.GEOID18 height accuracy estimate available here.
 PU1677
 PU1677.Click photographs - Photos may exist for this station.
 PU1677
 PU1677.The dynamic height is computed by dividing the NAVD 88
 PU1677.geopotential number by the normal gravity value computed on the
 PU1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1677.degrees latitude (g = 980.6199 gals.).
 PU1677
 PU1677.The modeled gravity was interpolated from observed gravity values.
 PU1677
 PU1677;                    North         East    Units  Estimated Accuracy
 PU1677;SPC SD N     -    56,259.7     288,063.0     MT  (+/- 3 meters HH1 GPS) 
 PU1677
 PU1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8711202645(NAD 83)
 PU1677
 PU1677                          SUPERSEDED SURVEY CONTROL
 PU1677
 PU1677  NGVD 29 (??/??/92) 1710.753  (m)         5612.70   (f) ADJ UNCH    2 0
 PU1677
 PU1677.Superseded values are not recommended for survey control.
 PU1677
 PU1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1677.See file dsdata.pdf to determine how the superseded data were derived.
 PU1677
 PU1677_MARKER: P = PIPE CAP
 PU1677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1677_STAMPING: DW 5610
 PU1677_MARK LOGO: USGS
 PU1677_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1677+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2023
 PU1677
 PU1677  HISTORY     - Date     Condition        Report By
 PU1677  HISTORY     - 1900     MONUMENTED       USGS
 PU1677  HISTORY     - 1938     GOOD             CGS
 PU1677  HISTORY     - 20231205 GOOD             SDDT
 PU1677
 PU1677                          STATION DESCRIPTION
 PU1677
 PU1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1677'11 MI SW FROM LEAD.
 PU1677'11.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1677'COUNTY, 130 FEET SOUTH OF THE FRONT DOOR OF A COTTAGE, 106
 PU1677'FEET NORTH OF BENCH MARK L 183, DESCRIBED BELOW, 21.7 FEET
 PU1677'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH
 PU1677'OF A STONE WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PU1677'CAP, STAMPED DW 5610 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 PU1677'IRON PIPE.
 PU1677
 PU1677                          STATION RECOVERY (2023)
 PU1677
 PU1677'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 PU1677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0554 ***********************************************************************
 OT0554  DESIGNATION -  5696 DW
 OT0554  PID         -  OT0554
 OT0554  STATE/COUNTY-  SD/CUSTER
 OT0554  COUNTRY     -  US
 OT0554  USGS QUAD   -  BERNE (2017)
 OT0554
 OT0554                         *CURRENT SURVEY CONTROL
 OT0554  ______________________________________________________________________
 OT0554* NAD 83(1986) POSITION- 43 50 11.58   (N) 103 38 18.77   (W)   HD_HELD1
 OT0554* NAVD 88 ORTHO HEIGHT -  1737.557 (meters)     5700.63  (feet) ADJUSTED
 OT0554  ______________________________________________________________________
 OT0554  GEOID HEIGHT    -        -13.391 (meters)                     GEOID18
 OT0554  DYNAMIC HEIGHT  -       1736.699 (meters)     5697.82  (feet) COMP
 OT0554  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 OT0554
 OT0554  VERT ORDER      -  SECOND    CLASS 0
 OT0554
 OT0554.The horizontal coordinates were determined by differentially corrected
 OT0554.hand held GPS observations or other comparable positioning techniques
 OT0554.and have an estimated accuracy of +/- 3 meters.
 OT0554
 OT0554.The orthometric height was determined by differential leveling and
 OT0554.adjusted by the NATIONAL GEODETIC SURVEY
 OT0554.in June 1991.
 OT0554
 OT0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0554.GEOID18 height accuracy estimate available here.
 OT0554
 OT0554.Click photographs - Photos may exist for this station.
 OT0554
 OT0554.The dynamic height is computed by dividing the NAVD 88
 OT0554.geopotential number by the normal gravity value computed on the
 OT0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0554.degrees latitude (g = 980.6199 gals.).
 OT0554
 OT0554.The modeled gravity was interpolated from observed gravity values.
 OT0554
 OT0554;                    North         East    Units  Estimated Accuracy
 OT0554;SPC SD S     -   172,283.5     334,267.7     MT  (+/- 3 meters HH1 GPS) 
 OT0554
 OT0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0945254619(NAD 83)
 OT0554
 OT0554                          SUPERSEDED SURVEY CONTROL
 OT0554
 OT0554  NGVD 29 (??/??/92) 1736.867  (m)         5698.37   (f) ADJ UNCH    2 0
 OT0554
 OT0554.Superseded values are not recommended for survey control.
 OT0554
 OT0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0554.See file dsdata.pdf to determine how the superseded data were derived.
 OT0554
 OT0554_MARKER: B = BOLT
 OT0554_SETTING: 66 = SET IN ROCK OUTCROP
 OT0554_STAMPING: USGS 5696 FT BM
 OT0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0554+STABILITY: POSITION/ELEVATION WELL
 OT0554
 OT0554  HISTORY     - Date     Condition        Report By
 OT0554  HISTORY     - 1898     MONUMENTED       USGS
 OT0554  HISTORY     - 1934     GOOD             CGS
 OT0554
 OT0554                          STATION DESCRIPTION
 OT0554
 OT0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0554'7.7 MI N FROM CUSTER.
 OT0554'7.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0554'FROM THE STATION AT CUSTER, CUSTER COUNTY, ABOUT 0.1 MILE NORTH
 OT0554'OF MILEPOST 52, AT THE SOUTH END OF A LONG CURVING ROCK CUT,
 OT0554'28.5 FEET EAST OF THE EAST RAIL, AND IN THE FLAT FACE OF A
 OT0554'2- BY 2-FOOT QUARTZ ROCK WHICH IS ABOUT 6 FEET NORTHWEST OF THE
 OT0554'MAIN OUTCROP.  A COPPER BOLT, STAMPED U.S.G.S. BM 5696 FT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0555 ***********************************************************************
 OT0555  DESIGNATION -  5749 DW
 OT0555  PID         -  OT0555
 OT0555  STATE/COUNTY-  SD/CUSTER
 OT0555  COUNTRY     -  US
 OT0555  USGS QUAD   -  BERNE (2017)
 OT0555
 OT0555                         *CURRENT SURVEY CONTROL
 OT0555  ______________________________________________________________________
 OT0555* NAD 83(1986) POSITION- 43 48 12.33   (N) 103 38 08.61   (W)   HD_HELD1
 OT0555* NAVD 88 ORTHO HEIGHT -  1753.818 (meters)     5753.98  (feet) ADJUSTED
 OT0555  ______________________________________________________________________
 OT0555  GEOID HEIGHT    -        -13.478 (meters)                     GEOID18
 OT0555  DYNAMIC HEIGHT  -       1752.969 (meters)     5751.20  (feet) COMP
 OT0555  MODELED GRAVITY -    980,071.1   (mgal)                       NAVD 88
 OT0555
 OT0555  VERT ORDER      -  SECOND    CLASS 0
 OT0555
 OT0555.The horizontal coordinates were determined by differentially corrected
 OT0555.hand held GPS observations or other comparable positioning techniques
 OT0555.and have an estimated accuracy of +/- 3 meters.
 OT0555
 OT0555.The orthometric height was determined by differential leveling and
 OT0555.adjusted by the NATIONAL GEODETIC SURVEY
 OT0555.in June 1991.
 OT0555
 OT0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0555.GEOID18 height accuracy estimate available here.
 OT0555
 OT0555.Click photographs - Photos may exist for this station.
 OT0555
 OT0555.The dynamic height is computed by dividing the NAVD 88
 OT0555.geopotential number by the normal gravity value computed on the
 OT0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0555.degrees latitude (g = 980.6199 gals.).
 OT0555
 OT0555.The modeled gravity was interpolated from observed gravity values.
 OT0555
 OT0555;                    North         East    Units  Estimated Accuracy
 OT0555;SPC SD S     -   168,597.2     334,348.2     MT  (+/- 3 meters HH1 GPS) 
 OT0555
 OT0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0974050944(NAD 83)
 OT0555
 OT0555                          SUPERSEDED SURVEY CONTROL
 OT0555
 OT0555  NGVD 29 (??/??/92) 1753.149  (m)         5751.79   (f) ADJ UNCH    2 0
 OT0555
 OT0555.Superseded values are not recommended for survey control.
 OT0555
 OT0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0555.See file dsdata.pdf to determine how the superseded data were derived.
 OT0555
 OT0555_MARKER: DB = BENCH MARK DISK
 OT0555_SETTING: 66 = SET IN ROCK OUTCROP
 OT0555_STAMPING: 5749 DW
 OT0555_MARK LOGO: USGS
 OT0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0555+STABILITY: POSITION/ELEVATION WELL
 OT0555
 OT0555  HISTORY     - Date     Condition        Report By
 OT0555  HISTORY     - 1898     MONUMENTED       USGS
 OT0555  HISTORY     - 1934     GOOD             CGS
 OT0555
 OT0555                          STATION DESCRIPTION
 OT0555
 OT0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0555'5.1 MI N FROM CUSTER.
 OT0555'5.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0555'FROM THE STATION AT CUSTER, CUSTER COUNTY, ABOUT 0.5 MILE SOUTH
 OT0555'OF MILEPOST 50, ABOUT 230 FEET NORTH OF A ROAD CROSSING, 22.5 FEET
 OT0555'EAST OF THE CENTER LINE OF A ROAD, 2.5 FEET EAST OF A FENCE,
 OT0555'IN THE TOP OF A QUARTZ OUTCROP ON THE SOUTH SLOPE OF A HILL,
 OT0555'AND ABOUT LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 OT0555'STANDARD DISK, STAMPED DW 5749.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1613 ***********************************************************************
 PU1613  DESIGNATION -  5862
 PU1613  PID         -  PU1613
 PU1613  STATE/COUNTY-  SD/LAWRENCE
 PU1613  COUNTRY     -  US
 PU1613  USGS QUAD   -  LEAD (2017)
 PU1613
 PU1613                         *CURRENT SURVEY CONTROL
 PU1613  ______________________________________________________________________
 PU1613* NAD 83(1986) POSITION- 44 18 54.     (N) 103 47 54.     (W)   SCALED
 PU1613* NAVD 88 ORTHO HEIGHT -  1788.098 (meters)     5866.45  (feet) ADJUSTED
 PU1613  ______________________________________________________________________
 PU1613  GEOID HEIGHT    -        -13.442 (meters)                     GEOID18
 PU1613  DYNAMIC HEIGHT  -       1787.307 (meters)     5863.86  (feet) COMP
 PU1613  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 PU1613
 PU1613  VERT ORDER      -  SECOND    CLASS 0
 PU1613
 PU1613.The horizontal coordinates were scaled from a map and have
 PU1613.an estimated accuracy of +/- 6 seconds.
 PU1613
 PU1613.The orthometric height was determined by differential leveling and
 PU1613.adjusted by the NATIONAL GEODETIC SURVEY
 PU1613.in June 1991.
 PU1613
 PU1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1613.GEOID18 height accuracy estimate available here.
 PU1613
 PU1613.Click photographs - Photos may exist for this station.
 PU1613
 PU1613.The dynamic height is computed by dividing the NAVD 88
 PU1613.geopotential number by the normal gravity value computed on the
 PU1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1613.degrees latitude (g = 980.6199 gals.).
 PU1613
 PU1613.The modeled gravity was interpolated from observed gravity values.
 PU1613
 PU1613;                    North         East    Units  Estimated Accuracy
 PU1613;SPC SD N     -    60,630.      297,070.      MT  (+/- 180 meters Scaled)
 PU1613
 PU1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK958075(NAD 83)
 PU1613
 PU1613                          SUPERSEDED SURVEY CONTROL
 PU1613
 PU1613  NGVD 29 (??/??/92) 1787.437  (m)         5864.28   (f) ADJ UNCH    2 0
 PU1613
 PU1613.Superseded values are not recommended for survey control.
 PU1613
 PU1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1613.See file dsdata.pdf to determine how the superseded data were derived.
 PU1613
 PU1613_MARKER: P = PIPE CAP
 PU1613_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1613_STAMPING: DW 5862
 PU1613_MARK LOGO: USGS
 PU1613_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1613
 PU1613  HISTORY     - Date     Condition        Report By
 PU1613  HISTORY     - 1900     MONUMENTED       USGS
 PU1613  HISTORY     - 1938     GOOD             CGS
 PU1613
 PU1613                          STATION DESCRIPTION
 PU1613
 PU1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1613'3.7 MI S FROM LEAD.
 PU1613'3.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE COUNTY,
 PU1613'ABOUT 1.9 MILES NORTHWEST OF ENGLEWOOD, AT THE OVERHEAD CROSSING
 PU1613'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 50 FEET WEST OF THE
 PU1613'CENTER LINE OF THE HIGHWAY AND 50 FEET NORTH OF THE NORTH RAIL.
 PU1613'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED DW 5862
 PU1613'AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1620 ***********************************************************************
 PU1620  DESIGNATION -  5863
 PU1620  PID         -  PU1620
 PU1620  STATE/COUNTY-  SD/LAWRENCE
 PU1620  COUNTRY     -  US
 PU1620  USGS QUAD   -  NAHANT (2017)
 PU1620
 PU1620                         *CURRENT SURVEY CONTROL
 PU1620  ______________________________________________________________________
 PU1620* NAD 83(1986) POSITION- 44 12 35.     (N) 103 46 07.     (W)   SCALED
 PU1620* NAVD 88 ORTHO HEIGHT -  1788.475 (meters)     5867.69  (feet) ADJUSTED
 PU1620  ______________________________________________________________________
 PU1620  GEOID HEIGHT    -        -13.163 (meters)                     GEOID18
 PU1620  DYNAMIC HEIGHT  -       1787.663 (meters)     5865.02  (feet) COMP
 PU1620  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 PU1620
 PU1620  VERT ORDER      -  SECOND    CLASS 0
 PU1620
 PU1620.The horizontal coordinates were scaled from a map and have
 PU1620.an estimated accuracy of +/- 6 seconds.
 PU1620
 PU1620.The orthometric height was determined by differential leveling and
 PU1620.adjusted by the NATIONAL GEODETIC SURVEY
 PU1620.in June 1991.
 PU1620
 PU1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1620.GEOID18 height accuracy estimate available here.
 PU1620
 PU1620.Click photographs - Photos may exist for this station.
 PU1620
 PU1620.The dynamic height is computed by dividing the NAVD 88
 PU1620.geopotential number by the normal gravity value computed on the
 PU1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1620.degrees latitude (g = 980.6199 gals.).
 PU1620
 PU1620.The modeled gravity was interpolated from observed gravity values.
 PU1620
 PU1620;                    North         East    Units  Estimated Accuracy
 PU1620;SPC SD N     -    48,840.      298,900.      MT  (+/- 180 meters Scaled)
 PU1620
 PU1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ983959(NAD 83)
 PU1620
 PU1620                          SUPERSEDED SURVEY CONTROL
 PU1620
 PU1620  NGVD 29 (??/??/92) 1787.807  (m)         5865.50   (f) ADJ UNCH    2 0
 PU1620
 PU1620.Superseded values are not recommended for survey control.
 PU1620
 PU1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1620.See file dsdata.pdf to determine how the superseded data were derived.
 PU1620
 PU1620_MARKER: DB = BENCH MARK DISK
 PU1620_SETTING: 66 = SET IN ROCK OUTCROP
 PU1620_STAMPING: DW 5863
 PU1620_MARK LOGO: USGS
 PU1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1620+STABILITY: POSITION/ELEVATION WELL
 PU1620
 PU1620  HISTORY     - Date     Condition        Report By
 PU1620  HISTORY     - 1900     MONUMENTED       USGS
 PU1620  HISTORY     - 1938     GOOD             CGS
 PU1620
 PU1620                          STATION DESCRIPTION
 PU1620
 PU1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1620'2.9 MI SE FROM DUMONT.
 PU1620'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PU1620'RAILROAD FROM THE STATION AT DUMONT, LAWRENCE COUNTY, ABOUT 0.3
 PU1620'MILE SOUTH OF MILEPOST 91, ABOUT 220 FEET NORTHEAST OF A TRESTLE,
 PU1620'ABOUT 75 FEET EAST OF THE EAST RAIL, 15 FEET SOUTHWEST OF A LARGE
 PU1620'MOUND OF ROCKS, AND IN THE TOP OF A SMALL FLAT ROCK.  A UNITED
 PU1620'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED DW 5863.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DQ1133 ***********************************************************************
 DQ1133  DESIGNATION -  5903 C
 DQ1133  PID         -  DQ1133
 DQ1133  STATE/COUNTY-  SD/MOODY
 DQ1133  COUNTRY     -  US
 DQ1133  USGS QUAD   -  ELKTON SW (2019)
 DQ1133
 DQ1133                         *CURRENT SURVEY CONTROL
 DQ1133  ______________________________________________________________________
 DQ1133* NAD 83(1986) POSITION- 44 00 25.7    (N) 096 27 14.2    (W)   HD_HELD2
 DQ1133* NAVD 88 ORTHO HEIGHT -   493.132 (meters)     1617.88  (feet) ADJUSTED
 DQ1133  ______________________________________________________________________
 DQ1133  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 DQ1133  DYNAMIC HEIGHT  -        493.023 (meters)     1617.53  (feet) COMP
 DQ1133  MODELED GRAVITY -    980,383.7   (mgal)                       NAVD 88
 DQ1133
 DQ1133  VERT ORDER      -  SECOND    CLASS I
 DQ1133
 DQ1133.The horizontal coordinates were established by autonomous hand held GPS
 DQ1133.observations and have an estimated accuracy of +/- 10 meters.
 DQ1133
 DQ1133.The orthometric height was determined by differential leveling and
 DQ1133.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1133.in October 2017.
 DQ1133
 DQ1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1133.GEOID18 height accuracy estimate available here.
 DQ1133
 DQ1133.Click photographs - Photos may exist for this station.
 DQ1133
 DQ1133.The dynamic height is computed by dividing the NAVD 88
 DQ1133.geopotential number by the normal gravity value computed on the
 DQ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1133.degrees latitude (g = 980.6199 gals.).
 DQ1133
 DQ1133.The modeled gravity was interpolated from observed gravity values.
 DQ1133
 DQ1133;                    North         East    Units  Estimated Accuracy
 DQ1133;SPC SD S     -   193,212.      910,979.      MT  (+/- 10 meters HH2 GPS)
 DQ1133
 DQ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0410575817(NAD 83)
 DQ1133
 DQ1133                          SUPERSEDED SURVEY CONTROL
 DQ1133
 DQ1133.No superseded survey control is available for this station.
 DQ1133
 DQ1133_MARKER: I = METAL ROD
 DQ1133_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ1133_STAMPING: 5903 C 2015
 DQ1133_MARK LOGO: MNDT
 DQ1133_PROJECTION: RECESSED 5 CENTIMETERS
 DQ1133_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1133+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2015
 DQ1133_ROD/PIPE-DEPTH: 4.3 meters
 DQ1133
 DQ1133  HISTORY     - Date     Condition        Report By
 DQ1133  HISTORY     - 20150512 MONUMENTED       MNDT
 DQ1133
 DQ1133                          STATION DESCRIPTION
 DQ1133
 DQ1133'DESCRIBED BY MN DEPT OF TRANSP 2015
 DQ1133'THE STATION IS LOCATED ABOUT 15.9 MI (25.6 KM) SOUTH OF ELKTON, 12.1
 DQ1133'MI (19.5 KM) NORTHEAST OF TRENT AND 7.6 MI (12.2 KM) EAST-SOUTHEAST OF
 DQ1133'FLANDREAU.
 DQ1133'
 DQ1133'TO REACH THE MARK GO 7.75 MI (12.5 KM) WEST ALONG TRUNK HIGHWAY 30
 DQ1133'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 23 SOUTH IN
 DQ1133'PIPESTONE, AT TRUNK HIGHWAY 30 MILEPOST 0.0.
 DQ1133'
 DQ1133'THE MARK IS LOCATED 58.0 FT (17.7 M) SOUTH OF TRUNK HIGHWAY 30, 7.0 FT
 DQ1133'(2.1 M) EAST OF 111TH STREET EXTENDED, 42.0 FT (12.8 M) EAST OF A
 DQ1133'FIELD ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0497 ***********************************************************************
 PU0497  DESIGNATION -  6 DFC
 PU0497  PID         -  PU0497
 PU0497  STATE/COUNTY-  SD/PENNINGTON
 PU0497  COUNTRY     -  US
 PU0497  USGS QUAD   -  WASTA SE (2017)
 PU0497
 PU0497                         *CURRENT SURVEY CONTROL
 PU0497  ______________________________________________________________________
 PU0497* NAD 83(1986) POSITION- 44 07 28.96   (N) 102 18 28.14   (W)   HD_HELD1
 PU0497* NAVD 88 ORTHO HEIGHT -   834.928 (meters)     2739.26  (feet) ADJUSTED
 PU0497  ______________________________________________________________________
 PU0497  GEOID HEIGHT    -        -18.885 (meters)                     GEOID18
 PU0497  DYNAMIC HEIGHT  -        834.686 (meters)     2738.47  (feet) COMP
 PU0497  MODELED GRAVITY -    980,301.0   (mgal)                       NAVD 88
 PU0497
 PU0497  VERT ORDER      -  SECOND    CLASS 0
 PU0497
 PU0497.The horizontal coordinates were determined by differentially corrected
 PU0497.hand held GPS observations or other comparable positioning techniques
 PU0497.and have an estimated accuracy of +/- 3 meters.
 PU0497
 PU0497.The orthometric height was determined by differential leveling and
 PU0497.adjusted by the NATIONAL GEODETIC SURVEY
 PU0497.in June 1991.
 PU0497
 PU0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0497.GEOID18 height accuracy estimate available here.
 PU0497
 PU0497.Click photographs - Photos may exist for this station.
 PU0497
 PU0497.The dynamic height is computed by dividing the NAVD 88
 PU0497.geopotential number by the normal gravity value computed on the
 PU0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0497.degrees latitude (g = 980.6199 gals.).
 PU0497
 PU0497.The modeled gravity was interpolated from observed gravity values.
 PU0497
 PU0497;                    North         East    Units  Estimated Accuracy
 PU0497;SPC SD S     -   200,889.4     441,989.7     MT  (+/- 3 meters HH1 GPS) 
 PU0497
 PU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1539389248(NAD 83)
 PU0497
 PU0497                          SUPERSEDED SURVEY CONTROL
 PU0497
 PU0497  NGVD 29 (??/??/92)  834.473  (m)         2737.77   (f) ADJ UNCH    2 0
 PU0497
 PU0497.Superseded values are not recommended for survey control.
 PU0497
 PU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0497.See file dsdata.pdf to determine how the superseded data were derived.
 PU0497
 PU0497_MARKER: DD = SURVEY DISK
 PU0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0497_STAMPING: 6 DFC TT 1950
 PU0497_MARK LOGO: USGS
 PU0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0497+STABILITY: SURFACE MOTION
 PU0497
 PU0497  HISTORY     - Date     Condition        Report By
 PU0497  HISTORY     - 1950     MONUMENTED       USGS
 PU0497  HISTORY     - 1962     GOOD             CGS
 PU0497
 PU0497                          STATION DESCRIPTION
 PU0497
 PU0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0497'13.5 MI NW FROM WALL.
 PU0497'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0497'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0497'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 PU0497'MILES WEST ALONG A TRACK ROAD, THENCE 3.0 MILES NORTHWEST ALONG
 PU0497'A GRAVELED ROAD, IN SECTION 22, T 2 N, R 15 E, 0.15 MILE
 PU0497'SOUTHWEST OF AND ACROSS THE ROAD FROM TWO LONE COTTONWOOD TREES,
 PU0497'168 FEET EAST OF A FENCE LEADING NORTH, 96 FEET SOUTHWEST OF THE
 PU0497'CENTER LINE OF THE ROAD, 88 FEET EAST OF A FENCE LEADING SOUTH,
 PU0497'86 FEET EAST OF A POWER POLE BRACED BY A GUY WIRE, 6 INCHES
 PU0497'NORTH OF A FENCE 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 4
 PU0497'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0497'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0830 ***********************************************************************
 OT0830  DESIGNATION -  6 DHW
 OT0830  PID         -  OT0830
 OT0830  STATE/COUNTY-  SD/FALL RIVER
 OT0830  COUNTRY     -  US
 OT0830  USGS QUAD   -  CROWE DAM (2017)
 OT0830
 OT0830                         *CURRENT SURVEY CONTROL
 OT0830  ______________________________________________________________________
 OT0830* NAD 83(1986) POSITION- 43 01 34.     (N) 103 51 28.     (W)   SCALED
 OT0830* NAVD 88 ORTHO HEIGHT -  1174.639 (meters)     3853.79  (feet) ADJUSTED
 OT0830  ______________________________________________________________________
 OT0830  GEOID HEIGHT    -        -15.539 (meters)                     GEOID18
 OT0830  DYNAMIC HEIGHT  -       1174.090 (meters)     3851.99  (feet) COMP
 OT0830  MODELED GRAVITY -    980,111.7   (mgal)                       NAVD 88
 OT0830
 OT0830  VERT ORDER      -  THIRD
 OT0830
 OT0830.The horizontal coordinates were scaled from a map and have
 OT0830.an estimated accuracy of +/- 6 seconds.
 OT0830
 OT0830.The orthometric height was determined by differential leveling and
 OT0830.adjusted by the NATIONAL GEODETIC SURVEY
 OT0830.in June 1991.
 OT0830
 OT0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0830.GEOID18 height accuracy estimate available here.
 OT0830
 OT0830.Click photographs - Photos may exist for this station.
 OT0830
 OT0830.The dynamic height is computed by dividing the NAVD 88
 OT0830.geopotential number by the normal gravity value computed on the
 OT0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0830.degrees latitude (g = 980.6199 gals.).
 OT0830
 OT0830.The modeled gravity was interpolated from observed gravity values.
 OT0830
 OT0830;                    North         East    Units  Estimated Accuracy
 OT0830;SPC SD S     -    83,060.      312,830.      MT  (+/- 180 meters Scaled)
 OT0830
 OT0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH930643(NAD 83)
 OT0830
 OT0830                          SUPERSEDED SURVEY CONTROL
 OT0830
 OT0830.No superseded survey control is available for this station.
 OT0830
 OT0830_MARKER: DB = BENCH MARK DISK
 OT0830_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0830+WITH SETTING: INFORMATION.
 OT0830_STAMPING: 6 DHW 1974
 OT0830_MARK LOGO: USGS
 OT0830_PROJECTION: FLUSH
 OT0830_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0830+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0830
 OT0830  HISTORY     - Date     Condition        Report By
 OT0830  HISTORY     - 1974     MONUMENTED       USGS
 OT0830
 OT0830                          STATION DESCRIPTION
 OT0830
 OT0830'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0830'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 10.8 MILES
 OT0830'WEST ALONG GRADED ROAD TO THE JUNCTION OF A ROAD FORK TO HARRISON,
 OT0830'NEBRASKA, IN NORTHEAST CORNER SECTION 10/TOWNSHIP 12 SOUTH/RANGE 2
 OT0830'EAST, 116 FEET NORTHEAST OF A Y-JUNCTION TO THE WEST, 57 FEET NORTH
 OT0830'OF THE CENTERLINE OF THE ROAD, 10 FEET NORTHEAST OF A GATE, SET IN
 OT0830'COPPER-CLAD STEEL ROD DRIVEN 5 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0844 ***********************************************************************
 PU0844  DESIGNATION -  6 PCL RESET
 PU0844  PID         -  PU0844
 PU0844  STATE/COUNTY-  SD/MEADE
 PU0844  COUNTRY     -  US
 PU0844  USGS QUAD   -  FAIRPOINT (2017)
 PU0844
 PU0844                         *CURRENT SURVEY CONTROL
 PU0844  ______________________________________________________________________
 PU0844* NAD 83(1986) POSITION- 44 44 56.     (N) 102 50 13.     (W)   SCALED
 PU0844* NAVD 88 ORTHO HEIGHT -   898.265 (meters)     2947.06  (feet) ADJUSTED
 PU0844  ______________________________________________________________________
 PU0844  GEOID HEIGHT    -        -17.599 (meters)                     GEOID18
 PU0844  DYNAMIC HEIGHT  -        898.050 (meters)     2946.35  (feet) COMP
 PU0844  MODELED GRAVITY -    980,347.2   (mgal)                       NAVD 88
 PU0844
 PU0844  VERT ORDER      -  SECOND    CLASS 0
 PU0844
 PU0844.The horizontal coordinates were scaled from a map and have
 PU0844.an estimated accuracy of +/- 6 seconds.
 PU0844
 PU0844.The orthometric height was determined by differential leveling and
 PU0844.adjusted by the NATIONAL GEODETIC SURVEY
 PU0844.in June 1991.
 PU0844
 PU0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0844.GEOID18 height accuracy estimate available here.
 PU0844
 PU0844.Click photographs - Photos may exist for this station.
 PU0844
 PU0844.The dynamic height is computed by dividing the NAVD 88
 PU0844.geopotential number by the normal gravity value computed on the
 PU0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0844.degrees latitude (g = 980.6199 gals.).
 PU0844
 PU0844.The modeled gravity was interpolated from observed gravity values.
 PU0844
 PU0844;                    North         East    Units  Estimated Accuracy
 PU0844;SPC SD N     -   105,670.      375,400.      MT  (+/- 180 meters Scaled)
 PU0844
 PU0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK712573(NAD 83)
 PU0844
 PU0844                          SUPERSEDED SURVEY CONTROL
 PU0844
 PU0844  NGVD 29 (??/??/92)  897.797  (m)         2945.52   (f) ADJ UNCH    2 0
 PU0844
 PU0844.Superseded values are not recommended for survey control.
 PU0844
 PU0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0844.See file dsdata.pdf to determine how the superseded data were derived.
 PU0844
 PU0844_MARKER: DB = BENCH MARK DISK
 PU0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0844_STAMPING: RESET 2946 6 PCL 1958
 PU0844_MARK LOGO: USGS
 PU0844_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0844+STABILITY: SURFACE MOTION
 PU0844
 PU0844  HISTORY     - Date     Condition        Report By
 PU0844  HISTORY     - 1958     MONUMENTED       USGS
 PU0844  HISTORY     - 1962     GOOD             CGS
 PU0844
 PU0844                          STATION DESCRIPTION
 PU0844
 PU0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0844'2 MI W FROM FAIRPOINT.
 PU0844'2.05 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0844'168 FEET NORTH OF THE CENTER LINE OF THE ROAD, 32 FEET WEST
 PU0844'OF THE CENTER LINE OF A ROAD NORTH, 2.0 FEET EAST OF A FENCE,
 PU0844'1.6 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD
 PU0844'NORTH AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0930 ***********************************************************************
 OT0930  DESIGNATION -  6 T
 OT0930  PID         -  OT0930
 OT0930  STATE/COUNTY-  SD/SHANNON
 OT0930  COUNTRY     -  US
 OT0930  USGS QUAD   -  PINE RIDGE (2017)
 OT0930
 OT0930                         *CURRENT SURVEY CONTROL
 OT0930  ______________________________________________________________________
 OT0930* NAD 83(1986) POSITION- 43 04 39.     (N) 102 34 55.     (W)   SCALED
 OT0930* NAVD 88 ORTHO HEIGHT -   966.457 (meters)     3170.78  (feet) ADJUSTED
 OT0930  ______________________________________________________________________
 OT0930  GEOID HEIGHT    -        -18.118 (meters)                     GEOID18
 OT0930  DYNAMIC HEIGHT  -        966.024 (meters)     3169.36  (feet) COMP
 OT0930  MODELED GRAVITY -    980,138.9   (mgal)                       NAVD 88
 OT0930
 OT0930  VERT ORDER      -  FIRST     CLASS II
 OT0930
 OT0930.The horizontal coordinates were scaled from a map and have
 OT0930.an estimated accuracy of +/- 6 seconds.
 OT0930
 OT0930.The orthometric height was determined by differential leveling and
 OT0930.adjusted by the NATIONAL GEODETIC SURVEY
 OT0930.in June 1994.
 OT0930
 OT0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0930.GEOID18 height accuracy estimate available here.
 OT0930
 OT0930.Click photographs - Photos may exist for this station.
 OT0930
 OT0930.The dynamic height is computed by dividing the NAVD 88
 OT0930.geopotential number by the normal gravity value computed on the
 OT0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0930.degrees latitude (g = 980.6199 gals.).
 OT0930
 OT0930.The modeled gravity was interpolated from observed gravity values.
 OT0930
 OT0930;                    North         East    Units  Estimated Accuracy
 OT0930;SPC SD S     -    85,150.      416,910.      MT  (+/- 180 meters Scaled)
 OT0930
 OT0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH968722(NAD 83)
 OT0930
 OT0930                          SUPERSEDED SURVEY CONTROL
 OT0930
 OT0930.No superseded survey control is available for this station.
 OT0930
 OT0930_MARKER: DB = BENCH MARK DISK
 OT0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0930_STAMPING: 6 T 1966
 OT0930_MARK LOGO: USGS
 OT0930_PROJECTION: RECESSED 5 CENTIMETERS
 OT0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0930+STABILITY: SURFACE MOTION
 OT0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0930+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0930
 OT0930  HISTORY     - Date     Condition        Report By
 OT0930  HISTORY     - 1966     MONUMENTED       USGS
 OT0930  HISTORY     - 19930919 GOOD             NGS
 OT0930
 OT0930                          STATION DESCRIPTION
 OT0930
 OT0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0930'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0930'IN PINE RIDGE, 0.9 KM (0.55 MI) SOUTHEAST OF MILEPOST 99, 48.0 M
 OT0930'(157.5 FT) NORTHWEST OF A ROADSIDE MEMORIAL TO CHIEF RED CLOUD, 12.7
 OT0930'M (41.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT)
 OT0930'SOUTHEAST OF A METAL WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST OF A
 OT0930'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 OT0930'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1617 ***********************************************************************
 PU1617  DESIGNATION -  6178 DW
 PU1617  PID         -  PU1617
 PU1617  STATE/COUNTY-  SD/LAWRENCE
 PU1617  COUNTRY     -  US
 PU1617  USGS QUAD   -  LEAD (2017)
 PU1617
 PU1617                         *CURRENT SURVEY CONTROL
 PU1617  ______________________________________________________________________
 PU1617* NAD 83(1986) POSITION- 44 15 04.     (N) 103 47 44.     (W)   SCALED
 PU1617* NAVD 88 ORTHO HEIGHT -  1884.580 (meters)     6182.99  (feet) ADJUSTED
 PU1617  ______________________________________________________________________
 PU1617  GEOID HEIGHT    -        -13.192 (meters)                     GEOID18
 PU1617  DYNAMIC HEIGHT  -       1883.724 (meters)     6180.18  (feet) COMP
 PU1617  MODELED GRAVITY -    980,094.3   (mgal)                       NAVD 88
 PU1617
 PU1617  VERT ORDER      -  SECOND    CLASS 0
 PU1617
 PU1617.The horizontal coordinates were scaled from a map and have
 PU1617.an estimated accuracy of +/- 6 seconds.
 PU1617
 PU1617.The orthometric height was determined by differential leveling and
 PU1617.adjusted by the NATIONAL GEODETIC SURVEY
 PU1617.in June 1991.
 PU1617
 PU1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1617.GEOID18 height accuracy estimate available here.
 PU1617
 PU1617.Click photographs - Photos may exist for this station.
 PU1617
 PU1617.The dynamic height is computed by dividing the NAVD 88
 PU1617.geopotential number by the normal gravity value computed on the
 PU1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1617.degrees latitude (g = 980.6199 gals.).
 PU1617
 PU1617.The modeled gravity was interpolated from observed gravity values.
 PU1617
 PU1617;                    North         East    Units  Estimated Accuracy
 PU1617;SPC SD N     -    53,530.      296,960.      MT  (+/- 180 meters Scaled)
 PU1617
 PU1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK961004(NAD 83)
 PU1617
 PU1617                          SUPERSEDED SURVEY CONTROL
 PU1617
 PU1617  NGVD 29 (??/??/92) 1883.914  (m)         6180.81   (f) ADJ UNCH    2 0
 PU1617
 PU1617.Superseded values are not recommended for survey control.
 PU1617
 PU1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1617.See file dsdata.pdf to determine how the superseded data were derived.
 PU1617
 PU1617_MARKER: P = PIPE CAP
 PU1617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1617_STAMPING: DW 6178
 PU1617_MARK LOGO: USGS
 PU1617_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1617
 PU1617  HISTORY     - Date     Condition        Report By
 PU1617  HISTORY     - 1900     MONUMENTED       USGS
 PU1617  HISTORY     - 1938     GOOD             CGS
 PU1617
 PU1617                          STATION DESCRIPTION
 PU1617
 PU1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1617'1 MI N FROM DUMONT.
 PU1617'1.0 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PU1617'FROM THE STATION AT DUMONT, LAWRENCE COUNTY, ABOUT 0.5 MILE SOUTH
 PU1617'OF MILEPOST 95, 60 FEET WEST OF A ROAD CROSSING, AND 50 FEET
 PU1617'NORTHEAST OF THE CENTER LINE OF A HIGHWAY.  A UNITED STATES
 PU1617'GEOLOGICAL SURVEY STANDARD CAP, STAMPED DW 6178 AND RIVETED ON
 PU1617'THE TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0932 ***********************************************************************
 PT0932  DESIGNATION -  63 132.55
 PT0932  PID         -  PT0932
 PT0932  STATE/COUNTY-  SD/STANLEY
 PT0932  COUNTRY     -  US
 PT0932  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0932
 PT0932                         *CURRENT SURVEY CONTROL
 PT0932  ______________________________________________________________________
 PT0932* NAD 83(1986) POSITION- 44 34 04.     (N) 101 08 05.     (W)   SCALED
 PT0932* NAVD 88 ORTHO HEIGHT -   627.262 (meters)     2057.94  (feet) ADJUSTED
 PT0932  ______________________________________________________________________
 PT0932  GEOID HEIGHT    -        -22.048 (meters)                     GEOID18
 PT0932  DYNAMIC HEIGHT  -        627.112 (meters)     2057.45  (feet) COMP
 PT0932  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 PT0932
 PT0932  VERT ORDER      -  FIRST     CLASS II
 PT0932
 PT0932.The horizontal coordinates were scaled from a map and have
 PT0932.an estimated accuracy of +/- 6 seconds.
 PT0932
 PT0932.The orthometric height was determined by differential leveling and
 PT0932.adjusted by the NATIONAL GEODETIC SURVEY
 PT0932.in June 1991.
 PT0932
 PT0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0932.GEOID18 height accuracy estimate available here.
 PT0932
 PT0932.Click photographs - Photos may exist for this station.
 PT0932
 PT0932.The dynamic height is computed by dividing the NAVD 88
 PT0932.geopotential number by the normal gravity value computed on the
 PT0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0932.degrees latitude (g = 980.6199 gals.).
 PT0932
 PT0932.The modeled gravity was interpolated from observed gravity values.
 PT0932
 PT0932;                    North         East    Units  Estimated Accuracy
 PT0932;SPC SD S     -   248,550.      536,340.      MT  (+/- 180 meters Scaled)
 PT0932
 PT0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ304371(NAD 83)
 PT0932
 PT0932                          SUPERSEDED SURVEY CONTROL
 PT0932
 PT0932.No superseded survey control is available for this station.
 PT0932
 PT0932_MARKER: DD = SURVEY DISK
 PT0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0932_STAMPING: 63-132.55 1985
 PT0932_MARK LOGO: SDDT
 PT0932_PROJECTION: FLUSH
 PT0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0932+STABILITY: SURFACE MOTION
 PT0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0932+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 PT0932
 PT0932  HISTORY     - Date     Condition        Report By
 PT0932  HISTORY     - 1985     MONUMENTED       SDDT
 PT0932  HISTORY     - 1985     GOOD             NGS
 PT0932  HISTORY     - 20110406 GOOD             INDIV
 PT0932
 PT0932                          STATION DESCRIPTION
 PT0932
 PT0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0932'37.0 KM (23.0 MI) SOUTH FROM EAGLE BUTTE.
 PT0932'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0932'STREET AT EAGLE BUTTE, THENCE 55.98 KM (34.79 MI) SOUTH ALONG STATE
 PT0932'HIGHWAY 63, 0.81 KM (0.50 MI) NORTH OF NORMANS CORNER, 0.71 KM (0.44
 PT0932'MI) SOUTH OF MILEPOST 133, 22.9 METERS (75 FT) EAST OF THE HIGHWAY
 PT0932'CENTERLINE, 152.4 (500 FT) SOUTH OF THE SOUTH END OF A WIRE GATE IN
 PT0932'THE RIGHT-OF-WAY FENCE, 41.3 METERS (135.5 FT) NORTH OF THE NORTH END
 PT0932'OF A DOUBLE WOODEN POST BRACE IN THE RIGHT-OF-WAY FENCE AND 0.3 METER
 PT0932'(1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 PT0932'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 PT0932'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 PT0932
 PT0932                          STATION RECOVERY (2011)
 PT0932
 PT0932'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0933 ***********************************************************************
 PT0933  DESIGNATION -  63 133.55
 PT0933  PID         -  PT0933
 PT0933  STATE/COUNTY-  SD/STANLEY
 PT0933  COUNTRY     -  US
 PT0933  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0933
 PT0933                         *CURRENT SURVEY CONTROL
 PT0933  ______________________________________________________________________
 PT0933* NAD 83(1986) POSITION- 44 34 55.     (N) 101 08 05.     (W)   SCALED
 PT0933* NAVD 88 ORTHO HEIGHT -   621.302 (meters)     2038.39  (feet) ADJUSTED
 PT0933  ______________________________________________________________________
 PT0933  GEOID HEIGHT    -        -22.037 (meters)                     GEOID18
 PT0933  DYNAMIC HEIGHT  -        621.154 (meters)     2037.90  (feet) COMP
 PT0933  MODELED GRAVITY -    980,360.6   (mgal)                       NAVD 88
 PT0933
 PT0933  VERT ORDER      -  FIRST     CLASS II
 PT0933
 PT0933.The horizontal coordinates were scaled from a map and have
 PT0933.an estimated accuracy of +/- 6 seconds.
 PT0933
 PT0933.The orthometric height was determined by differential leveling and
 PT0933.adjusted by the NATIONAL GEODETIC SURVEY
 PT0933.in June 1991.
 PT0933
 PT0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0933.GEOID18 height accuracy estimate available here.
 PT0933
 PT0933.Click photographs - Photos may exist for this station.
 PT0933
 PT0933.The dynamic height is computed by dividing the NAVD 88
 PT0933.geopotential number by the normal gravity value computed on the
 PT0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0933.degrees latitude (g = 980.6199 gals.).
 PT0933
 PT0933.The modeled gravity was interpolated from observed gravity values.
 PT0933
 PT0933;                    North         East    Units  Estimated Accuracy
 PT0933;SPC SD S     -   250,130.      536,350.      MT  (+/- 180 meters Scaled)
 PT0933
 PT0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ305387(NAD 83)
 PT0933
 PT0933                          SUPERSEDED SURVEY CONTROL
 PT0933
 PT0933.No superseded survey control is available for this station.
 PT0933
 PT0933_MARKER: DD = SURVEY DISK
 PT0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0933_STAMPING: 63-133.55 1985
 PT0933_MARK LOGO: SDDT
 PT0933_PROJECTION: FLUSH
 PT0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0933+STABILITY: SURFACE MOTION
 PT0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0933+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 PT0933
 PT0933  HISTORY     - Date     Condition        Report By
 PT0933  HISTORY     - 1985     MONUMENTED       SDDT
 PT0933  HISTORY     - 1985     GOOD             NGS
 PT0933  HISTORY     - 20110406 GOOD             INDIV
 PT0933
 PT0933                          STATION DESCRIPTION
 PT0933
 PT0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0933'57.9 KM (36.0 MI) SOUTH FROM EAGLE BUTTE.
 PT0933'3.49 KM (2.17 MI) SOUTH ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0933'STREET AT EAGLE BUTTE, THENCE 54.37 KM (33.79 MI) SOUTH ALONG STATE
 PT0933'HIGHWAY 63, AT THE BASE OF THE SOUTHWEST SLOPE OF A HILL, 0.29 KM
 PT0933'(0.18 MI) NORTH OF THE T JUNCTION OF A GRAVEL ROAD LEADING WEST, 0.72
 PT0933'KM (0.45 MI) SOUTH OF MILEPOST 134, 22.9 METERS (75 FT) EAST OF THE
 PT0933'HIGHWAY CENTERLINE, 4.9 METERS (16 FT) SOUTH OF A T JUNCTION IN THE
 PT0933'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 PT0933'FENCE.
 PT0933'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0933'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0933
 PT0933                          STATION RECOVERY (2011)
 PT0933
 PT0933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0934 ***********************************************************************
 PT0934  DESIGNATION -  63 134.57
 PT0934  PID         -  PT0934
 PT0934  STATE/COUNTY-  SD/STANLEY
 PT0934  COUNTRY     -  US
 PT0934  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0934
 PT0934                         *CURRENT SURVEY CONTROL
 PT0934  ______________________________________________________________________
 PT0934* NAD 83(1986) POSITION- 44 35 48.     (N) 101 08 05.     (W)   SCALED
 PT0934* NAVD 88 ORTHO HEIGHT -   618.071 (meters)     2027.79  (feet) ADJUSTED
 PT0934  ______________________________________________________________________
 PT0934  GEOID HEIGHT    -        -22.025 (meters)                     GEOID18
 PT0934  DYNAMIC HEIGHT  -        617.925 (meters)     2027.31  (feet) COMP
 PT0934  MODELED GRAVITY -    980,362.4   (mgal)                       NAVD 88
 PT0934
 PT0934  VERT ORDER      -  FIRST     CLASS II
 PT0934
 PT0934.The horizontal coordinates were scaled from a map and have
 PT0934.an estimated accuracy of +/- 6 seconds.
 PT0934
 PT0934.The orthometric height was determined by differential leveling and
 PT0934.adjusted by the NATIONAL GEODETIC SURVEY
 PT0934.in June 1991.
 PT0934
 PT0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0934.GEOID18 height accuracy estimate available here.
 PT0934
 PT0934.Click photographs - Photos may exist for this station.
 PT0934
 PT0934.The dynamic height is computed by dividing the NAVD 88
 PT0934.geopotential number by the normal gravity value computed on the
 PT0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0934.degrees latitude (g = 980.6199 gals.).
 PT0934
 PT0934.The modeled gravity was interpolated from observed gravity values.
 PT0934
 PT0934;                    North         East    Units  Estimated Accuracy
 PT0934;SPC SD S     -   251,760.      536,370.      MT  (+/- 180 meters Scaled)
 PT0934
 PT0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ305403(NAD 83)
 PT0934
 PT0934                          SUPERSEDED SURVEY CONTROL
 PT0934
 PT0934.No superseded survey control is available for this station.
 PT0934
 PT0934_MARKER: DD = SURVEY DISK
 PT0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0934_STAMPING: 63-134.57 1985
 PT0934_MARK LOGO: SDDT
 PT0934_PROJECTION: FLUSH
 PT0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0934+STABILITY: SURFACE MOTION
 PT0934
 PT0934  HISTORY     - Date     Condition        Report By
 PT0934  HISTORY     - 1985     MONUMENTED       SDDT
 PT0934  HISTORY     - 1985     GOOD             NGS
 PT0934
 PT0934                          STATION DESCRIPTION
 PT0934
 PT0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0934'56.2 KM (34.9 MI) SOUTH FROM EAGLE BUTTE.
 PT0934'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0934'STREET AT EAGLE BUTTE, THENCE 52.74 KM (32.78 MI) SOUTH ALONG STATE
 PT0934'HIGHWAY 63, 0.71 KM (0.44 MI) SOUTH OF MILEPOST 135, 23.0 METERS (75.5
 PT0934'FT) EAST OF THE HIGHWAY CENTERLINE, 16.8 METERS (55 FT) NORTH OF THE
 PT0934'NORTH END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1
 PT0934'FT) WEST OF A METAL POST IN THE RIGHT-OF-WAY FENCE.
 PT0934'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0934'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7903 ***********************************************************************
 AC7903  CBN         -  This is a Cooperative Base Network Control Station.
 AC7903  DESIGNATION -  63 135.02
 AC7903  PID         -  AC7903
 AC7903  STATE/COUNTY-  SD/STANLEY
 AC7903  COUNTRY     -  US
 AC7903  USGS QUAD   -  WHITEMAN RANCH (2017)
 AC7903
 AC7903                         *CURRENT SURVEY CONTROL
 AC7903  ______________________________________________________________________
 AC7903* NAD 83(2011) POSITION- 44 36 12.90553(N) 101 08 04.78412(W)   ADJUSTED
 AC7903* NAD 83(2011) ELLIP HT-   599.760 (meters)        (06/27/12)   ADJUSTED
 AC7903* NAD 83(2011) EPOCH   -  2010.00
 AC7903* NAVD 88 ORTHO HEIGHT -   621.8   (meters)     2040.    (feet) GPS OBS
 AC7903  ______________________________________________________________________
 AC7903  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7903  GEOID HEIGHT    -        -21.906 (meters)                     GEOID96
 AC7903  GEOID HEIGHT    -        -22.019 (meters)                     GEOID18
 AC7903  NAD 83(2011) X  -   -878,494.363 (meters)                     COMP
 AC7903  NAD 83(2011) Y  - -4,463,428.474 (meters)                     COMP
 AC7903  NAD 83(2011) Z  -  4,456,512.028 (meters)                     COMP
 AC7903  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 AC7903
 AC7903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7903  Standards:
 AC7903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7903  -------------------------------------------------------------------
 AC7903  NETWORK    1.09   3.06           0.51   0.35   1.56     -0.07585004
 AC7903  -------------------------------------------------------------------
 AC7903  Click here for local accuracies and other accuracy information.
 AC7903
 AC7903.The horizontal coordinates were established by GPS observations
 AC7903.and adjusted by the National Geodetic Survey in June 2012.
 AC7903
 AC7903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7903.been affixed to the stable North American tectonic plate. See 
 AC7903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7903
 AC7903.The horizontal coordinates are valid at the epoch date displayed above
 AC7903.which is a decimal equivalence of Year/Month/Day.
 AC7903
 AC7903.The orthometric height was determined by GPS observations and a
 AC7903.high-resolution geoid model.
 AC7903
 AC7903.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7903.GEOID18 height accuracy estimate available here.
 AC7903
 AC7903.Click photographs - Photos may exist for this station.
 AC7903
 AC7903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7903
 AC7903.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7903
 AC7903.The ellipsoidal height was determined by GPS observations
 AC7903.and is referenced to NAD 83.
 AC7903
 AC7903. The following values were computed from the NAD 83(2011) position.
 AC7903
 AC7903;                    North         East     Units Scale Factor Converg.
 AC7903;SPC SD S     -   252,529.884   536,381.090   MT  1.00005501   -0 33 10.1
 AC7903;SPC SD S     -   828,508.46  1,759,776.96   sFT  1.00005501   -0 33 10.1
 AC7903;UTM  14      - 4,941,131.663   330,599.294   MT  0.99995290   -1 29 57.5
 AC7903
 AC7903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7903!SPC SD S     -   0.99990597  x   1.00005501  =   0.99996097
 AC7903!UTM  14      -   0.99990597  x   0.99995290  =   0.99985887
 AC7903
 AC7903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3059941131(NAD 83)
 AC7903
 AC7903                          SUPERSEDED SURVEY CONTROL
 AC7903
 AC7903  NAD 83(2007)-  44 36 12.90550(N)    101 08 04.78521(W) AD(2002.00) 0
 AC7903  ELLIP H (02/10/07)  599.780  (m)                       GP(2002.00)    
 AC7903  ELLIP H (04/15/04)  599.734  (m)                       GP(       ) 2 1
 AC7903  NAD 83(1996)-  44 36 12.90499(N)    101 08 04.78463(W) AD(       ) B
 AC7903  ELLIP H (04/18/97)  599.798  (m)                       GP(       ) 4 1
 AC7903
 AC7903.Superseded values are not recommended for survey control.
 AC7903
 AC7903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7903.See file dsdata.pdf to determine how the superseded data were derived.
 AC7903
 AC7903_MARKER: Z = SEE DESCRIPTION
 AC7903_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7903_STAMPING: 63-135.02 1995
 AC7903_MARK LOGO: NGS
 AC7903_PROJECTION: FLUSH
 AC7903_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7903+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 AC7903_ROD/PIPE-DEPTH: 6.4 meters
 AC7903_SLEEVE-DEPTH  : 1.8 meters
 AC7903
 AC7903  HISTORY     - Date     Condition        Report By
 AC7903  HISTORY     - 1995     MONUMENTED       SDDT
 AC7903  HISTORY     - 19960805 GOOD             NGS
 AC7903  HISTORY     - 20110406 GOOD             INDIV
 AC7903
 AC7903                          STATION DESCRIPTION
 AC7903
 AC7903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7903'THE STATION IS LOCATED ABOUT 16.5 MI (26.6 KM) NORTHWEST OF HAYES AND
 AC7903'6.1 MI (9.8 KM) SOUTH OF THE STANLEY/HAAKON COUNTY LINE, ON SOUTH
 AC7903'DAKOTA HIGHWAY 63.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 AC7903'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAYS 34
 AC7903'AND 63, 5.0 MI (8.0 KM) WEST OF HAYES, GO WEST ON STATE HIGHWAYS 34
 AC7903'AND 63 FOR 0.6 MI (1.0 KM) TO A POINT WHERE HIGHWAY 34 CONTINUES WEST
 AC7903'AND HIGHWAY 63 TURNS NORTH, TURN RIGHT AND GO NORTH ON HIGHWAY 63 FOR
 AC7903'10.55 MI (16.98 KM) TO THE JUNCTION OF A COUNTY ROAD (KIRLEY ROAD),
 AC7903'CONTINUE NORTH ON HIGHWAY 63 FOR 5.45 MI (8.77 KM) TO COUNTY ROAD 1401
 AC7903'AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF
 AC7903'A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7903'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 93.7 FT (28.6 M)
 AC7903'NORTH-NORTHWEST OF BENCH MARK T 72, 73.5 FT (22.4 M) EAST OF THE
 AC7903'HIGHWAY CENTERLINE, 44.0 FT (13.4 M) NORTH OF THE ROAD CENTER, 8.3 FT
 AC7903'(2.5 M) NORTH OF A FENCE CORNER, 2.7 FT (0.8 M) WEST OF A FENCE, 1.5
 AC7903'FT (0.5 M) WEST OF A WITNESS POST, AND 0.03 M (0.10 FT) BELOW THE
 AC7903'GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7903'LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7903
 AC7903                          STATION RECOVERY (2011)
 AC7903
 AC7903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC7903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0935 ***********************************************************************
 PT0935  DESIGNATION -  63 135.55
 PT0935  PID         -  PT0935
 PT0935  STATE/COUNTY-  SD/STANLEY
 PT0935  COUNTRY     -  US
 PT0935  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0935
 PT0935                         *CURRENT SURVEY CONTROL
 PT0935  ______________________________________________________________________
 PT0935* NAD 83(1986) POSITION- 44 36 40.     (N) 101 08 05.     (W)   SCALED
 PT0935* NAVD 88 ORTHO HEIGHT -   624.696 (meters)     2049.52  (feet) ADJUSTED
 PT0935  ______________________________________________________________________
 PT0935  GEOID HEIGHT    -        -22.011 (meters)                     GEOID18
 PT0935  DYNAMIC HEIGHT  -        624.550 (meters)     2049.04  (feet) COMP
 PT0935  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 PT0935
 PT0935  VERT ORDER      -  FIRST     CLASS II
 PT0935
 PT0935.The horizontal coordinates were scaled from a map and have
 PT0935.an estimated accuracy of +/- 6 seconds.
 PT0935
 PT0935.The orthometric height was determined by differential leveling and
 PT0935.adjusted by the NATIONAL GEODETIC SURVEY
 PT0935.in June 1991.
 PT0935
 PT0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0935.GEOID18 height accuracy estimate available here.
 PT0935
 PT0935.Click photographs - Photos may exist for this station.
 PT0935
 PT0935.The dynamic height is computed by dividing the NAVD 88
 PT0935.geopotential number by the normal gravity value computed on the
 PT0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0935.degrees latitude (g = 980.6199 gals.).
 PT0935
 PT0935.The modeled gravity was interpolated from observed gravity values.
 PT0935
 PT0935;                    North         East    Units  Estimated Accuracy
 PT0935;SPC SD S     -   253,370.      536,380.      MT  (+/- 180 meters Scaled)
 PT0935
 PT0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ306419(NAD 83)
 PT0935
 PT0935                          SUPERSEDED SURVEY CONTROL
 PT0935
 PT0935.No superseded survey control is available for this station.
 PT0935
 PT0935_MARKER: DD = SURVEY DISK
 PT0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0935_STAMPING: 63-135.55 1985
 PT0935_MARK LOGO: SDDT
 PT0935_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0935+STABILITY: SURFACE MOTION
 PT0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0935+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 PT0935
 PT0935  HISTORY     - Date     Condition        Report By
 PT0935  HISTORY     - 1985     MONUMENTED       SDDT
 PT0935  HISTORY     - 1985     GOOD             NGS
 PT0935  HISTORY     - 20110406 GOOD             INDIV
 PT0935
 PT0935                          STATION DESCRIPTION
 PT0935
 PT0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0935'54.6 KM (33.9 MI) SOUTH FROM EAGLE BUTTE.
 PT0935'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0935'STREET AT EAGLE BUTTE, THENCE 51.15 KM (31.79 MI) SOUTH ALONG STATE
 PT0935'HIGHWAY 63, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A FIELD
 PT0935'ACCESS ROAD LEADING EAST, 0.73 KM (0.45 MI) SOUTH OF MILEPOST 136,
 PT0935'22.9 METERS (75 FT) EAST OF THE HIGHWAY CENTERLINE, 5.8 METERS (19 FT)
 PT0935'NORTH OF THE CENTER OF THE ROAD, 9.4 METERS (31 FT) EAST-SOUTHEAST OF
 PT0935'THE NORTH END OF A 18-INCH PIPE CULVERT UNDER THE ACCESS ROAD AND 0.5
 PT0935'METER (1.8 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 PT0935'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0935'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PT0935
 PT0935                          STATION RECOVERY (2011)
 PT0935
 PT0935'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0936 ***********************************************************************
 PT0936  DESIGNATION -  63 136.47
 PT0936  PID         -  PT0936
 PT0936  STATE/COUNTY-  SD/STANLEY
 PT0936  COUNTRY     -  US
 PT0936  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0936
 PT0936                         *CURRENT SURVEY CONTROL
 PT0936  ______________________________________________________________________
 PT0936* NAD 83(1986) POSITION- 44 37 33.     (N) 101 08 05.     (W)   SCALED
 PT0936* NAVD 88 ORTHO HEIGHT -   662.766 (meters)     2174.42  (feet) ADJUSTED
 PT0936  ______________________________________________________________________
 PT0936  GEOID HEIGHT    -        -21.997 (meters)                     GEOID18
 PT0936  DYNAMIC HEIGHT  -        662.613 (meters)     2173.92  (feet) COMP
 PT0936  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 PT0936
 PT0936  VERT ORDER      -  FIRST     CLASS II
 PT0936
 PT0936.The horizontal coordinates were scaled from a map and have
 PT0936.an estimated accuracy of +/- 6 seconds.
 PT0936
 PT0936.The orthometric height was determined by differential leveling and
 PT0936.adjusted by the NATIONAL GEODETIC SURVEY
 PT0936.in June 1991.
 PT0936
 PT0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0936.GEOID18 height accuracy estimate available here.
 PT0936
 PT0936.Click photographs - Photos may exist for this station.
 PT0936
 PT0936.The dynamic height is computed by dividing the NAVD 88
 PT0936.geopotential number by the normal gravity value computed on the
 PT0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0936.degrees latitude (g = 980.6199 gals.).
 PT0936
 PT0936.The modeled gravity was interpolated from observed gravity values.
 PT0936
 PT0936;                    North         East    Units  Estimated Accuracy
 PT0936;SPC SD S     -   255,000.      536,400.      MT  (+/- 180 meters Scaled)
 PT0936
 PT0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ306436(NAD 83)
 PT0936
 PT0936                          SUPERSEDED SURVEY CONTROL
 PT0936
 PT0936.No superseded survey control is available for this station.
 PT0936
 PT0936_MARKER: DD = SURVEY DISK
 PT0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0936_STAMPING: 63-136.47 1985
 PT0936_MARK LOGO: SDDT
 PT0936_PROJECTION: RECESSED 10 CENTIMETERS
 PT0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0936+STABILITY: SURFACE MOTION
 PT0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0936+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0936
 PT0936  HISTORY     - Date     Condition        Report By
 PT0936  HISTORY     - 1985     MONUMENTED       SDDT
 PT0936  HISTORY     - 1985     GOOD             NGS
 PT0936  HISTORY     - 20110407 GOOD             INDIV
 PT0936
 PT0936                          STATION DESCRIPTION
 PT0936
 PT0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0936'53.0 KM (32.95 MI) SOUTH FROM EAGLE BUTTE.
 PT0936'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0936'STREET AT EAGLE BUTTE, THENCE 49.51 KM (30.77 MI) SOUTH ALONG STATE
 PT0936'HIGHWAY 63, ON THE WEST SLOPE OF A HILL, 0.84 KM (0.52 MI) NORTH OF
 PT0936'THE JUNCTION OF A GRAVEL ROAD, 0.66 KM (0.41 MI) SOUTH OF MILEPOST
 PT0936'137, 22.9 METERS (75 FT) EAST OF THE HIGHWAY CENTERLINE, 84.4 METERS
 PT0936'(277 FT) SOUTH OF A Y JUNCTION FENCE POST, 13.0 METERS (42.5 FT)
 PT0936'NORTH-NORTHWEST OF A POWER POLE AND 0.3 METER (1 FT) WEST OF THE
 PT0936'RIGHT-OF-WAY FENCE.
 PT0936'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0936'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 PT0936
 PT0936                          STATION RECOVERY (2011)
 PT0936
 PT0936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0938 ***********************************************************************
 PT0938  DESIGNATION -  63 137.55
 PT0938  PID         -  PT0938
 PT0938  STATE/COUNTY-  SD/STANLEY
 PT0938  COUNTRY     -  US
 PT0938  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0938
 PT0938                         *CURRENT SURVEY CONTROL
 PT0938  ______________________________________________________________________
 PT0938* NAD 83(1986) POSITION- 44 38 21.     (N) 101 08 14.     (W)   SCALED
 PT0938* NAVD 88 ORTHO HEIGHT -   648.994 (meters)     2129.24  (feet) ADJUSTED
 PT0938  ______________________________________________________________________
 PT0938  GEOID HEIGHT    -        -21.983 (meters)                     GEOID18
 PT0938  DYNAMIC HEIGHT  -        648.846 (meters)     2128.76  (feet) COMP
 PT0938  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 PT0938
 PT0938  VERT ORDER      -  FIRST     CLASS II
 PT0938
 PT0938.The horizontal coordinates were scaled from a map and have
 PT0938.an estimated accuracy of +/- 6 seconds.
 PT0938
 PT0938.The orthometric height was determined by differential leveling and
 PT0938.adjusted by the NATIONAL GEODETIC SURVEY
 PT0938.in June 1991.
 PT0938
 PT0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0938.GEOID18 height accuracy estimate available here.
 PT0938
 PT0938.Click photographs - Photos may exist for this station.
 PT0938
 PT0938.The dynamic height is computed by dividing the NAVD 88
 PT0938.geopotential number by the normal gravity value computed on the
 PT0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0938.degrees latitude (g = 980.6199 gals.).
 PT0938
 PT0938.The modeled gravity was interpolated from observed gravity values.
 PT0938
 PT0938;                    North         East    Units  Estimated Accuracy
 PT0938;SPC SD S     -   256,490.      536,220.      MT  (+/- 180 meters Scaled)
 PT0938
 PT0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ304450(NAD 83)
 PT0938
 PT0938                          SUPERSEDED SURVEY CONTROL
 PT0938
 PT0938.No superseded survey control is available for this station.
 PT0938
 PT0938_MARKER: DD = SURVEY DISK
 PT0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0938_STAMPING: 63-137.55 1985
 PT0938_MARK LOGO: SDDT
 PT0938_PROJECTION: FLUSH
 PT0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0938+STABILITY: SURFACE MOTION
 PT0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0938+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0938
 PT0938  HISTORY     - Date     Condition        Report By
 PT0938  HISTORY     - 1985     MONUMENTED       SDDT
 PT0938  HISTORY     - 1985     GOOD             NGS
 PT0938  HISTORY     - 20110407 GOOD             INDIV
 PT0938
 PT0938                          STATION DESCRIPTION
 PT0938
 PT0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0938'51.5 KM (32.0 MI) SOUTH FROM EAGLE BUTTE.
 PT0938'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0938'STREET AT EAGLE BUTTE, THENCE 47.97 KM (29.81 MI) SOUTH ALONG STATE
 PT0938'HIGHWAY 63, AT THE SOUTHEAST END OF A LONG DEEP HIGHWAY FILL, 0.74 KM
 PT0938'(0.46 MI) SOUTH OF MILEPOST 138, 22.9 METERS (75 FT) NORTHEAST OF THE
 PT0938'HIGHWAY CENTERLINE, 10.7 METERS (35 FT) SOUTHEAST OF A Y JUNCTION
 PT0938'FENCE POST IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTHWEST OF
 PT0938'THE RIGHT-OF-WAY FENCE.
 PT0938'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 PT0938'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PT0938
 PT0938                          STATION RECOVERY (2011)
 PT0938
 PT0938'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0939 ***********************************************************************
 PT0939  DESIGNATION -  63 138.62
 PT0939  PID         -  PT0939
 PT0939  STATE/COUNTY-  SD/STANLEY
 PT0939  COUNTRY     -  US
 PT0939  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0939
 PT0939                         *CURRENT SURVEY CONTROL
 PT0939  ______________________________________________________________________
 PT0939* NAD 83(1986) POSITION- 44 39 15.     (N) 101 08 24.     (W)   SCALED
 PT0939* NAVD 88 ORTHO HEIGHT -   620.787 (meters)     2036.70  (feet) ADJUSTED
 PT0939  ______________________________________________________________________
 PT0939  GEOID HEIGHT    -        -21.968 (meters)                     GEOID18
 PT0939  DYNAMIC HEIGHT  -        620.650 (meters)     2036.25  (feet) COMP
 PT0939  MODELED GRAVITY -    980,376.9   (mgal)                       NAVD 88
 PT0939
 PT0939  VERT ORDER      -  FIRST     CLASS II
 PT0939
 PT0939.The horizontal coordinates were scaled from a map and have
 PT0939.an estimated accuracy of +/- 6 seconds.
 PT0939
 PT0939.The orthometric height was determined by differential leveling and
 PT0939.adjusted by the NATIONAL GEODETIC SURVEY
 PT0939.in June 1991.
 PT0939
 PT0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0939.GEOID18 height accuracy estimate available here.
 PT0939
 PT0939.Click photographs - Photos may exist for this station.
 PT0939
 PT0939.The dynamic height is computed by dividing the NAVD 88
 PT0939.geopotential number by the normal gravity value computed on the
 PT0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0939.degrees latitude (g = 980.6199 gals.).
 PT0939
 PT0939.The modeled gravity was interpolated from observed gravity values.
 PT0939
 PT0939;                    North         East    Units  Estimated Accuracy
 PT0939;SPC SD S     -   258,160.      536,010.      MT  (+/- 180 meters Scaled)
 PT0939
 PT0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ303467(NAD 83)
 PT0939
 PT0939                          SUPERSEDED SURVEY CONTROL
 PT0939
 PT0939.No superseded survey control is available for this station.
 PT0939
 PT0939_MARKER: DD = SURVEY DISK
 PT0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0939_STAMPING: 63-138.62 1985
 PT0939_MARK LOGO: SDDT
 PT0939_PROJECTION: FLUSH
 PT0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0939+STABILITY: SURFACE MOTION
 PT0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0939+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0939
 PT0939  HISTORY     - Date     Condition        Report By
 PT0939  HISTORY     - 1985     MONUMENTED       SDDT
 PT0939  HISTORY     - 1985     GOOD             NGS
 PT0939  HISTORY     - 20110407 GOOD             INDIV
 PT0939
 PT0939                          STATION DESCRIPTION
 PT0939
 PT0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0939'49.7 KM (30.9 MI) SOUTH FROM EAGLE BUTTE.
 PT0939'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0939'STREET AT EAGLE BUTTE, THENCE 46.22 KM (28.73 MI) SOUTH ALONG STATE
 PT0939'HIGHWAY 63, 0.18 KM (0.11 MI) SOUTHEAST OF THE T JUNCTION OF A GRAVEL
 PT0939'DRIVE LEADING EAST TO A RANCH, 0.61 KM (0.38 MI) SOUTHEAST OF MILEPOST
 PT0939'139, 22.9 METERS (75 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 25.6
 PT0939'METERS (84 FT) SOUTHEAST OF THE SOUTHEAST END OF A TRIPLE WOODEN BRACE
 PT0939'IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTHWEST OF A METAL
 PT0939'POST IN THE RIGHT-OF-WAY FENCE.
 PT0939'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PT0939'THE MARK IS 4.0 M BELOW THE HIGHWAY.
 PT0939
 PT0939                          STATION RECOVERY (2011)
 PT0939
 PT0939'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0941 ***********************************************************************
 PT0941  DESIGNATION -  63 139.67
 PT0941  PID         -  PT0941
 PT0941  STATE/COUNTY-  SD/STANLEY
 PT0941  COUNTRY     -  US
 PT0941  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0941
 PT0941                         *CURRENT SURVEY CONTROL
 PT0941  ______________________________________________________________________
 PT0941* NAD 83(1986) POSITION- 44 40 05.     (N) 101 08 40.     (W)   SCALED
 PT0941* NAVD 88 ORTHO HEIGHT -   634.054 (meters)     2080.23  (feet) ADJUSTED
 PT0941  ______________________________________________________________________
 PT0941  GEOID HEIGHT    -        -21.946 (meters)                     GEOID18
 PT0941  DYNAMIC HEIGHT  -        633.919 (meters)     2079.78  (feet) COMP
 PT0941  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 PT0941
 PT0941  VERT ORDER      -  FIRST     CLASS II
 PT0941
 PT0941.The horizontal coordinates were scaled from a map and have
 PT0941.an estimated accuracy of +/- 6 seconds.
 PT0941
 PT0941.The orthometric height was determined by differential leveling and
 PT0941.adjusted by the NATIONAL GEODETIC SURVEY
 PT0941.in June 1991.
 PT0941
 PT0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0941.GEOID18 height accuracy estimate available here.
 PT0941
 PT0941.Click photographs - Photos may exist for this station.
 PT0941
 PT0941.The dynamic height is computed by dividing the NAVD 88
 PT0941.geopotential number by the normal gravity value computed on the
 PT0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0941.degrees latitude (g = 980.6199 gals.).
 PT0941
 PT0941.The modeled gravity was interpolated from observed gravity values.
 PT0941
 PT0941;                    North         East    Units  Estimated Accuracy
 PT0941;SPC SD S     -   259,700.      535,670.      MT  (+/- 180 meters Scaled)
 PT0941
 PT0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ300483(NAD 83)
 PT0941
 PT0941                          SUPERSEDED SURVEY CONTROL
 PT0941
 PT0941.No superseded survey control is available for this station.
 PT0941
 PT0941_MARKER: DD = SURVEY DISK
 PT0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0941_STAMPING: 63-139.67 1985
 PT0941_MARK LOGO: SDDT
 PT0941_PROJECTION: FLUSH
 PT0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0941+STABILITY: SURFACE MOTION
 PT0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0941+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0941
 PT0941  HISTORY     - Date     Condition        Report By
 PT0941  HISTORY     - 1985     MONUMENTED       SDDT
 PT0941  HISTORY     - 1985     GOOD             NGS
 PT0941  HISTORY     - 20110407 GOOD             INDIV
 PT0941
 PT0941                          STATION DESCRIPTION
 PT0941
 PT0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0941'48.0 KM (29.8 MI) SOUTH FROM EAGLE BUTTE.
 PT0941'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0941'STREET AT EAGLE BUTTE, THENCE 44.55 KM (27.69 MI) SOUTH ALONG STATE
 PT0941'HIGHWAY 63, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF FIELD
 PT0941'ACCESS ROADS, 0.55 KM (0.34 MI) SOUTH OF MILEPOST 140, 22.9 METERS (75
 PT0941'FT) EAST OF THE HIGHWAY CENTERLINE, 5.9 METERS (19.5 FT) SOUTH OF THE
 PT0941'CENTER OF A FIELD ROAD, 13.4 METERS (44 FT) NORTHWEST OF A POWER POLE,
 PT0941'9.3 METERS (30.5 FT) EAST-SOUTHEAST OF THE SOUTH END OF A 18-INCH PIPE
 PT0941'CULVERT UNDER A FIELD ACCESS ROAD, 0.3 METER (1 FT) WEST OF A METAL
 PT0941'POST IN THE RIGHT-OF-WAY FENCE.
 PT0941'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0941'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 PT0941
 PT0941                          STATION RECOVERY (2011)
 PT0941
 PT0941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0942 ***********************************************************************
 PT0942  DESIGNATION -  63 140.47
 PT0942  PID         -  PT0942
 PT0942  STATE/COUNTY-  SD/STANLEY
 PT0942  COUNTRY     -  US
 PT0942  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0942
 PT0942                         *CURRENT SURVEY CONTROL
 PT0942  ______________________________________________________________________
 PT0942* NAD 83(1986) POSITION- 44 40 48.     (N) 101 08 42.     (W)   SCALED
 PT0942* NAVD 88 ORTHO HEIGHT -   633.112 (meters)     2077.14  (feet) ADJUSTED
 PT0942  ______________________________________________________________________
 PT0942  GEOID HEIGHT    -        -21.931 (meters)                     GEOID18
 PT0942  DYNAMIC HEIGHT  -        632.981 (meters)     2076.71  (feet) COMP
 PT0942  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 PT0942
 PT0942  VERT ORDER      -  FIRST     CLASS II
 PT0942
 PT0942.The horizontal coordinates were scaled from a map and have
 PT0942.an estimated accuracy of +/- 6 seconds.
 PT0942
 PT0942.The orthometric height was determined by differential leveling and
 PT0942.adjusted by the NATIONAL GEODETIC SURVEY
 PT0942.in June 1991.
 PT0942
 PT0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0942.GEOID18 height accuracy estimate available here.
 PT0942
 PT0942.Click photographs - Photos may exist for this station.
 PT0942
 PT0942.The dynamic height is computed by dividing the NAVD 88
 PT0942.geopotential number by the normal gravity value computed on the
 PT0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0942.degrees latitude (g = 980.6199 gals.).
 PT0942
 PT0942.The modeled gravity was interpolated from observed gravity values.
 PT0942
 PT0942;                    North         East    Units  Estimated Accuracy
 PT0942;SPC SD S     -   261,030.      535,640.      MT  (+/- 180 meters Scaled)
 PT0942
 PT0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ300496(NAD 83)
 PT0942
 PT0942                          SUPERSEDED SURVEY CONTROL
 PT0942
 PT0942.No superseded survey control is available for this station.
 PT0942
 PT0942_MARKER: DD = SURVEY DISK
 PT0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0942_STAMPING: 63-140.47 1985
 PT0942_MARK LOGO: SDDT
 PT0942_PROJECTION: FLUSH
 PT0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0942+STABILITY: SURFACE MOTION
 PT0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0942+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0942
 PT0942  HISTORY     - Date     Condition        Report By
 PT0942  HISTORY     - 1985     MONUMENTED       SDDT
 PT0942  HISTORY     - 1985     GOOD             NGS
 PT0942  HISTORY     - 20110407 GOOD             INDIV
 PT0942
 PT0942                          STATION DESCRIPTION
 PT0942
 PT0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0942'46.7 KM (29.0 MI) SOUTH FROM EAGLE BUTTE.
 PT0942'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0942'STREET AT EAGLE BUTTE, THENCE 43.25 KM (26.88 MI) SOUTH ALONG STATE
 PT0942'HIGHWAY 63, IN THE EAST CORNER OF A Y JUNCTION OF A GRAVEL ROAD
 PT0942'LEADING EAST, ON THE OUTSIDE OF A LONG CURVE, 0.75 KM (0.47 MI) NORTH
 PT0942'OF MILEPOST 140, 22.6 METERS (74 FT) NORTHEAST OF THE HIGHWAY
 PT0942'CENTERLINE, 43.9 METERS (144 FT) SOUTH OF THE CENTER OF THE ROAD, 34.0
 PT0942'METERS (111.5 FT) SOUTHEAST OF THE SOUTH END OF A 18-INCH PIPE CULVERT
 PT0942'UNDER THE GRAVEL ROAD, 47.2 METERS (155 FT) WEST OF THE RIGHT-OF-WAY
 PT0942'FENCE AND 0.2 METER (0.8 FT) WEST OF A METAL POST.
 PT0942'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0942'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 PT0942
 PT0942                          STATION RECOVERY (2011)
 PT0942
 PT0942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0943 ***********************************************************************
 PT0943  DESIGNATION -  63 141.50
 PT0943  PID         -  PT0943
 PT0943  STATE/COUNTY-  SD/HAAKON
 PT0943  COUNTRY     -  US
 PT0943  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0943
 PT0943                         *CURRENT SURVEY CONTROL
 PT0943  ______________________________________________________________________
 PT0943* NAD 83(1986) POSITION- 44 41 02.     (N) 101 09 52.     (W)   SCALED
 PT0943* NAVD 88 ORTHO HEIGHT -   627.254 (meters)     2057.92  (feet) ADJUSTED
 PT0943  ______________________________________________________________________
 PT0943  GEOID HEIGHT    -        -21.909 (meters)                     GEOID18
 PT0943  DYNAMIC HEIGHT  -        627.127 (meters)     2057.50  (feet) COMP
 PT0943  MODELED GRAVITY -    980,394.3   (mgal)                       NAVD 88
 PT0943
 PT0943  VERT ORDER      -  FIRST     CLASS II
 PT0943
 PT0943.The horizontal coordinates were scaled from a map and have
 PT0943.an estimated accuracy of +/- 6 seconds.
 PT0943
 PT0943.The orthometric height was determined by differential leveling and
 PT0943.adjusted by the NATIONAL GEODETIC SURVEY
 PT0943.in June 1991.
 PT0943
 PT0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0943.GEOID18 height accuracy estimate available here.
 PT0943
 PT0943.Click photographs - Photos may exist for this station.
 PT0943
 PT0943.The dynamic height is computed by dividing the NAVD 88
 PT0943.geopotential number by the normal gravity value computed on the
 PT0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0943.degrees latitude (g = 980.6199 gals.).
 PT0943
 PT0943.The modeled gravity was interpolated from observed gravity values.
 PT0943
 PT0943;                    North         East    Units  Estimated Accuracy
 PT0943;SPC SD S     -   261,480.      534,110.      MT  (+/- 180 meters Scaled)
 PT0943
 PT0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ284501(NAD 83)
 PT0943
 PT0943                          SUPERSEDED SURVEY CONTROL
 PT0943
 PT0943.No superseded survey control is available for this station.
 PT0943
 PT0943_MARKER: DD = SURVEY DISK
 PT0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0943_STAMPING: 63-141.50 1985
 PT0943_MARK LOGO: SDDT
 PT0943_PROJECTION: FLUSH
 PT0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0943+STABILITY: SURFACE MOTION
 PT0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0943+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0943
 PT0943  HISTORY     - Date     Condition        Report By
 PT0943  HISTORY     - 1985     MONUMENTED       SDDT
 PT0943  HISTORY     - 1985     GOOD             NGS
 PT0943  HISTORY     - 20110407 GOOD             INDIV
 PT0943
 PT0943                          STATION DESCRIPTION
 PT0943
 PT0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0943'45.1 KM (28.0 MI) SOUTH FROM EAGLE BUTTE.
 PT0943'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0943'STREET AT EAGLE BUTTE, THENCE 41.62 KM (25.87 MI) SOUTH ALONG STATE
 PT0943'HIGHWAY 63, IN THE SOUTH SLOPE OF A LONG CUT, 0.78 KM (0.48 MI) WEST
 PT0943'OF THE STANLEY-HAAKON COUNTY LINE, 0.75 KM (0.47 MI) WEST OF MILEPOST
 PT0943'141, 22.9 METERS (75 FT) NORTH OF THE HIGHWAY CENTERLINE, 36.3 METERS
 PT0943'(119 FT) WEST OF A Y JUNCTION FENCE POST IN THE RIGHT-OF-WAY FENCE AND
 PT0943'0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 PT0943'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 PT0943'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PT0943
 PT0943                          STATION RECOVERY (2011)
 PT0943
 PT0943'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0945 ***********************************************************************
 PT0945  DESIGNATION -  63 142.51
 PT0945  PID         -  PT0945
 PT0945  STATE/COUNTY-  SD/HAAKON
 PT0945  COUNTRY     -  US
 PT0945  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0945
 PT0945                         *CURRENT SURVEY CONTROL
 PT0945  ______________________________________________________________________
 PT0945* NAD 83(1986) POSITION- 44 40 59.     (N) 101 11 06.     (W)   SCALED
 PT0945* NAVD 88 ORTHO HEIGHT -   541.100 (meters)     1775.26  (feet) ADJUSTED
 PT0945  ______________________________________________________________________
 PT0945  GEOID HEIGHT    -        -21.893 (meters)                     GEOID18
 PT0945  DYNAMIC HEIGHT  -        540.990 (meters)     1774.90  (feet) COMP
 PT0945  MODELED GRAVITY -    980,398.2   (mgal)                       NAVD 88
 PT0945
 PT0945  VERT ORDER      -  FIRST     CLASS II
 PT0945
 PT0945.The horizontal coordinates were scaled from a map and have
 PT0945.an estimated accuracy of +/- 6 seconds.
 PT0945
 PT0945.The orthometric height was determined by differential leveling and
 PT0945.adjusted by the NATIONAL GEODETIC SURVEY
 PT0945.in June 1991.
 PT0945
 PT0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0945.GEOID18 height accuracy estimate available here.
 PT0945
 PT0945.Click photographs - Photos may exist for this station.
 PT0945
 PT0945.The dynamic height is computed by dividing the NAVD 88
 PT0945.geopotential number by the normal gravity value computed on the
 PT0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0945.degrees latitude (g = 980.6199 gals.).
 PT0945
 PT0945.The modeled gravity was interpolated from observed gravity values.
 PT0945
 PT0945;                    North         East    Units  Estimated Accuracy
 PT0945;SPC SD S     -   261,400.      532,480.      MT  (+/- 180 meters Scaled)
 PT0945
 PT0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ268500(NAD 83)
 PT0945
 PT0945                          SUPERSEDED SURVEY CONTROL
 PT0945
 PT0945.No superseded survey control is available for this station.
 PT0945
 PT0945_MARKER: DD = SURVEY DISK
 PT0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0945_STAMPING: 63-142.51 1985
 PT0945_MARK LOGO: SDDT
 PT0945_PROJECTION: PROJECTING 4 CENTIMETERS
 PT0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0945+STABILITY: SURFACE MOTION
 PT0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0945+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 PT0945
 PT0945  HISTORY     - Date     Condition        Report By
 PT0945  HISTORY     - 1985     MONUMENTED       SDDT
 PT0945  HISTORY     - 1985     GOOD             NGS
 PT0945  HISTORY     - 20110411 GOOD             INDIV
 PT0945
 PT0945                          STATION DESCRIPTION
 PT0945
 PT0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0945'43.5 KM (27.0 MI) SOUTH FROM EAGLE BUTTE.
 PT0945'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0945'STREET AT EAGLE BUTTE, THENCE 39.99 KM (24.85 MI) SOUTH ALONG STATE
 PT0945'HIGHWAY 63, IN TOP OF A LOW CUT, 2.42 KM (1.50 MI) WEST OF THE
 PT0945'HAAKON-STANLEY COUNTY LINE, 0.75 KM (0.47 MI) WEST OF MILEPOST 142,
 PT0945'22.9 METERS (75 FT) NORTH OF THE HIGHWAY CENTERLINE, 76.8 METERS (252
 PT0945'FT) EAST OF THE EAST END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE AND
 PT0945'0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 PT0945'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 PT0945'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0945
 PT0945                          STATION RECOVERY (2011)
 PT0945
 PT0945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0946 ***********************************************************************
 PT0946  DESIGNATION -  63 143.36
 PT0946  PID         -  PT0946
 PT0946  STATE/COUNTY-  SD/HAAKON
 PT0946  COUNTRY     -  US
 PT0946  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0946
 PT0946                         *CURRENT SURVEY CONTROL
 PT0946  ______________________________________________________________________
 PT0946* NAD 83(1986) POSITION- 44 40 57.     (N) 101 12 14.     (W)   SCALED
 PT0946* NAVD 88 ORTHO HEIGHT -   539.900 (meters)     1771.32  (feet) ADJUSTED
 PT0946  ______________________________________________________________________
 PT0946  GEOID HEIGHT    -        -21.869 (meters)                     GEOID18
 PT0946  DYNAMIC HEIGHT  -        539.793 (meters)     1770.97  (feet) COMP
 PT0946  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PT0946
 PT0946  VERT ORDER      -  FIRST     CLASS II
 PT0946
 PT0946.The horizontal coordinates were scaled from a map and have
 PT0946.an estimated accuracy of +/- 6 seconds.
 PT0946
 PT0946.The orthometric height was determined by differential leveling and
 PT0946.adjusted by the NATIONAL GEODETIC SURVEY
 PT0946.in June 1991.
 PT0946
 PT0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0946.GEOID18 height accuracy estimate available here.
 PT0946
 PT0946.Click photographs - Photos may exist for this station.
 PT0946
 PT0946.The dynamic height is computed by dividing the NAVD 88
 PT0946.geopotential number by the normal gravity value computed on the
 PT0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0946.degrees latitude (g = 980.6199 gals.).
 PT0946
 PT0946.The modeled gravity was interpolated from observed gravity values.
 PT0946
 PT0946;                    North         East    Units  Estimated Accuracy
 PT0946;SPC SD S     -   261,360.      530,980.      MT  (+/- 180 meters Scaled)
 PT0946
 PT0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ253500(NAD 83)
 PT0946
 PT0946                          SUPERSEDED SURVEY CONTROL
 PT0946
 PT0946.No superseded survey control is available for this station.
 PT0946
 PT0946_MARKER: DD = SURVEY DISK
 PT0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0946_STAMPING: 63-143.36 1985
 PT0946_MARK LOGO: SDDT
 PT0946_PROJECTION: RECESSED 2 CENTIMETERS
 PT0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0946+STABILITY: SURFACE MOTION
 PT0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0946+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 PT0946
 PT0946  HISTORY     - Date     Condition        Report By
 PT0946  HISTORY     - 1985     MONUMENTED       SDDT
 PT0946  HISTORY     - 1985     GOOD             NGS
 PT0946  HISTORY     - 20110411 GOOD             INDIV
 PT0946
 PT0946                          STATION DESCRIPTION
 PT0946
 PT0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0946'42.1 KM (26.15 MI) SOUTH FROM EAGLE BUTTE.
 PT0946'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0946'STREET AT EAGLE BUTTE, THENCE 38.57 KM (23.97 MI) SOUTH ALONG STATE
 PT0946'HIGHWAY 63, AT THE WEST END OF A LONG TALL CUT, 3.84 KM (2.39 MI) WEST
 PT0946'OF THE HAAKON-STANLEY COUNTY LINE, 1.79 KM (1.11 MI) SOUTH OF THE
 PT0946'SOUTH END OF THE BRIDGE OVER THE CHEYENNE RIVER, 0.54 KM (0.34 MI)
 PT0946'WEST OF MILEPOST 143, 22.9 METERS (75 FT) NORTH OF THE HIGHWAY
 PT0946'CENTERLINE, 25.9 METERS (85 FT) WEST OF THE WEST END OF A WIRE GATE IN
 PT0946'THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY
 PT0946'FENCE.
 PT0946'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PT0946'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 PT0946
 PT0946                          STATION RECOVERY (2011)
 PT0946
 PT0946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0947 ***********************************************************************
 PT0947  CBN         -  This is a Cooperative Base Network Control Station.
 PT0947  DESIGNATION -  63 144.37
 PT0947  PID         -  PT0947
 PT0947  STATE/COUNTY-  SD/HAAKON
 PT0947  COUNTRY     -  US
 PT0947  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0947
 PT0947                         *CURRENT SURVEY CONTROL
 PT0947  ______________________________________________________________________
 PT0947* NAD 83(2011) POSITION- 44 41 28.95372(N) 101 12 48.36211(W)   ADJUSTED
 PT0947* NAD 83(2011) ELLIP HT-   481.066 (meters)        (06/27/12)   ADJUSTED
 PT0947* NAD 83(2011) EPOCH   -  2010.00
 PT0947* NAVD 88 ORTHO HEIGHT -   502.900 (meters)     1649.93  (feet) ADJUSTED
 PT0947  ______________________________________________________________________
 PT0947  GEOID HEIGHT    -        -21.850 (meters)                     GEOID18
 PT0947  NAD 83(2011) X  -   -883,280.219 (meters)                     COMP
 PT0947  NAD 83(2011) Y  - -4,455,408.151 (meters)                     COMP
 PT0947  NAD 83(2011) Z  -  4,463,369.898 (meters)                     COMP
 PT0947  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 PT0947  DYNAMIC HEIGHT  -        502.803 (meters)     1649.61  (feet) COMP
 PT0947  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 PT0947
 PT0947  VERT ORDER      -  FIRST     CLASS II
 PT0947
 PT0947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PT0947  Standards:
 PT0947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PT0947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PT0947  -------------------------------------------------------------------
 PT0947  NETWORK    0.78   1.55           0.35   0.28   0.79      0.00407125
 PT0947  -------------------------------------------------------------------
 PT0947  Click here for local accuracies and other accuracy information.
 PT0947
 PT0947.The horizontal coordinates were established by GPS observations
 PT0947.and adjusted by the National Geodetic Survey in June 2012.
 PT0947
 PT0947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PT0947.been affixed to the stable North American tectonic plate. See 
 PT0947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PT0947
 PT0947.The horizontal coordinates are valid at the epoch date displayed above
 PT0947.which is a decimal equivalence of Year/Month/Day.
 PT0947
 PT0947.The orthometric height was determined by differential leveling and
 PT0947.adjusted by the NATIONAL GEODETIC SURVEY
 PT0947.in June 1991.
 PT0947
 PT0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0947.GEOID18 height accuracy estimate available here.
 PT0947
 PT0947.Click photographs - Photos may exist for this station.
 PT0947
 PT0947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT0947
 PT0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0947
 PT0947.The ellipsoidal height was determined by GPS observations
 PT0947.and is referenced to NAD 83.
 PT0947
 PT0947.The dynamic height is computed by dividing the NAVD 88
 PT0947.geopotential number by the normal gravity value computed on the
 PT0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0947.degrees latitude (g = 980.6199 gals.).
 PT0947
 PT0947.The modeled gravity was interpolated from observed gravity values.
 PT0947
 PT0947. The following values were computed from the NAD 83(2011) position.
 PT0947
 PT0947;                    North         East     Units Scale Factor Converg.
 PT0947;SPC SD S     -   262,349.093   530,230.876   MT  1.00008268   -0 36 25.7
 PT0947;SPC SD S     -   860,723.65  1,739,599.13   sFT  1.00008268   -0 36 25.7
 PT0947;UTM  14      - 4,951,050.281   324,613.034   MT  0.99997828   -1 33 25.5
 PT0947
 PT0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0947!SPC SD S     -   0.99992458  x   1.00008268  =   1.00000725
 PT0947!UTM  14      -   0.99992458  x   0.99997828  =   0.99990286
 PT0947
 PT0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2461351050(NAD 83)
 PT0947
 PT0947                          SUPERSEDED SURVEY CONTROL
 PT0947
 PT0947  NAD 83(2007)-  44 41 28.95361(N)    101 12 48.36322(W) AD(2002.00) 0
 PT0947  ELLIP H (02/10/07)  481.094  (m)                       GP(2002.00)    
 PT0947  NAD 83(1996)-  44 41 28.95322(N)    101 12 48.36314(W) AD(       ) A
 PT0947  ELLIP H (06/23/03)  481.090  (m)                       GP(       ) 3 1
 PT0947  NAVD 88             502.90   (m)         1649.9    (f) LEVELING    3  
 PT0947
 PT0947.Superseded values are not recommended for survey control.
 PT0947
 PT0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0947.See file dsdata.pdf to determine how the superseded data were derived.
 PT0947
 PT0947_MARKER: P = PIPE CAP
 PT0947_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 PT0947_STAMPING: 63-144.37
 PT0947_MARK LOGO: NONE
 PT0947_PROJECTION: RECESSED 8 CENTIMETERS
 PT0947_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0947+STABILITY: POSITION/ELEVATION WELL
 PT0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0947+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2015
 PT0947_ROD/PIPE-DEPTH: 13.4 meters
 PT0947
 PT0947  HISTORY     - Date     Condition        Report By
 PT0947  HISTORY     - UNK      MONUMENTED       SDDT
 PT0947  HISTORY     - 1985     GOOD             NGS
 PT0947  HISTORY     - 20020520 GOOD             SDDT
 PT0947  HISTORY     - 20150126 GOOD             SDDT
 PT0947
 PT0947                          STATION DESCRIPTION
 PT0947
 PT0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0947'40.6 KM (25.2 MI) SOUTH FROM EAGLE BUTTE.
 PT0947'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0947'STREET AT EAGLE BUTTE, THENCE 37.13 KM (23.08 MI) SOUTH ALONG STATE
 PT0947'HIGHWAY 63, AT THE SOUTHWEST BASE OF A SMALL KNOLL, 0.35 KM (0.22 MI)
 PT0947'SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE CHEYENNE RIVER, 0.35 KM
 PT0947'(0.22 MI) NORTH OF MILEPOST 144, 23.2 METERS (76 FT) EAST OF THE
 PT0947'HIGHWAY CENTERLINE, 108.2 METERS (355 FT) SOUTH-SOUTHEAST OF THE
 PT0947'SOUTHEAST CORNER OF THE BRIDGE OVER THE HERMAPHRODITE CREEK, 29.3
 PT0947'METERS (96 FT) NORTH OF THE CENTER OF A BRACE IN THE RIGHT-OF-WAY
 PT0947'FENCE, 0.6 METER (2 FT) WEST OF THE RIGHT-OF-WAY FENCE AND 0.3 METER
 PT0947'(1 FT) NORTHEAST OF A METAL POST.  MARK IS A PLAIN GALVANIZED PIPE CAP
 PT0947'WITH NO ORGIN.
 PT0947'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0947'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 PT0947
 PT0947                          STATION RECOVERY (2002)
 PT0947
 PT0947'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PT0947'RECOVERED AS DESCRIBED
 PT0947'
 PT0947
 PT0947                          STATION RECOVERY (2015)
 PT0947
 PT0947'RECOVERY NOTE BY SD DEPT OF TRANSP 2015 (TJ)
 PT0947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0949 ***********************************************************************
 PT0949  DESIGNATION -  63 145.05
 PT0949  PID         -  PT0949
 PT0949  STATE/COUNTY-  SD/ZIEBACH
 PT0949  COUNTRY     -  US
 PT0949  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0949
 PT0949                         *CURRENT SURVEY CONTROL
 PT0949  ______________________________________________________________________
 PT0949* NAD 83(1986) POSITION- 44 41 59.77   (N) 101 13 11.12   (W)   HD_HELD1
 PT0949* NAVD 88 ORTHO HEIGHT -   496.044 (meters)     1627.44  (feet) ADJUSTED
 PT0949  ______________________________________________________________________
 PT0949  GEOID HEIGHT    -        -21.830 (meters)                     GEOID18
 PT0949  DYNAMIC HEIGHT  -        495.948 (meters)     1627.12  (feet) COMP
 PT0949  MODELED GRAVITY -    980,409.9   (mgal)                       NAVD 88
 PT0949
 PT0949  VERT ORDER      -  FIRST     CLASS II
 PT0949
 PT0949.The horizontal coordinates were determined by differentially corrected
 PT0949.hand held GPS observations or other comparable positioning techniques
 PT0949.and have an estimated accuracy of +/- 3 meters.
 PT0949
 PT0949.The orthometric height was determined by differential leveling and
 PT0949.adjusted by the NATIONAL GEODETIC SURVEY
 PT0949.in June 1991.
 PT0949
 PT0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0949.GEOID18 height accuracy estimate available here.
 PT0949
 PT0949.Click photographs - Photos may exist for this station.
 PT0949
 PT0949.The dynamic height is computed by dividing the NAVD 88
 PT0949.geopotential number by the normal gravity value computed on the
 PT0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0949.degrees latitude (g = 980.6199 gals.).
 PT0949
 PT0949.The modeled gravity was interpolated from observed gravity values.
 PT0949
 PT0949;                    North         East    Units  Estimated Accuracy
 PT0949;SPC SD N     -    97,026.9     503,333.2     MT  (+/- 3 meters HH1 GPS) 
 PT0949
 PT0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2413852014(NAD 83)
 PT0949
 PT0949                          SUPERSEDED SURVEY CONTROL
 PT0949
 PT0949.No superseded survey control is available for this station.
 PT0949
 PT0949_MARKER: P = PIPE CAP
 PT0949_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 PT0949_STAMPING: 63-145.05
 PT0949_MARK LOGO: NONE
 PT0949_PROJECTION: FLUSH
 PT0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0949+STABILITY: POSITION/ELEVATION WELL
 PT0949_ROD/PIPE-DEPTH: 13.4 meters
 PT0949
 PT0949  HISTORY     - Date     Condition        Report By
 PT0949  HISTORY     - UNK      MONUMENTED       SDDT
 PT0949  HISTORY     - 1985     GOOD             NGS
 PT0949
 PT0949                          STATION DESCRIPTION
 PT0949
 PT0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0949'39.5 KM (24.55 MI) SOUTH FROM EAGLE BUTTE.
 PT0949'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0949'STREET AT EAGLE BUTTE, THENCE 36.05 KM (22.41 MI) SOUTH ALONG STATE
 PT0949'HIGHWAY 63, IN THE SOUTHWEST CORNER OF THE Y JUNCTION OF A GRAVEL ROAD
 PT0949'LEADING SOUTHWEST, 32.0 METERS (105 FT) WEST OF THE HIGHWAY
 PT0949'CENTERLINE, 29.9 METERS (98 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 PT0949'34.1 METERS (112 FT) SOUTH OF THE NORTH END OF A TRIPLE POST BRACE AT
 PT0949'THE SOUTH SIDE OF THE JUNCTION, 86.6 METERS (284 FT) NORTH-NORTHWEST
 PT0949'OF THE NORTHWEST CORNER OF THE BRIDGE OVER THE CHEYENNE RIVER, 0.6
 PT0949'METER (2 FT) EAST OF THE RIGHT-OF-WAY FENCE AND 0.2 METER (0.8 FT)
 PT0949'NORTHWEST OF A METAL POST.  NOTE--MARK IS A PLAIN GALVANIZED PIPE CAP
 PT0949'WITH NO ORGIN.
 PT0949'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0949'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7927 ***********************************************************************
 AC7927  FBN         -  This is a Federal Base Network Control Station.
 AC7927  DESIGNATION -  63 151.67
 AC7927  PID         -  AC7927
 AC7927  STATE/COUNTY-  SD/ZIEBACH
 AC7927  COUNTRY     -  US
 AC7927  USGS QUAD   -  HIGH ELK HILL SE (2017)
 AC7927
 AC7927                         *CURRENT SURVEY CONTROL
 AC7927  ______________________________________________________________________
 AC7927* NAD 83(2011) POSITION- 44 47 00.89461(N) 101 15 53.57724(W)   ADJUSTED
 AC7927* NAD 83(2011) ELLIP HT-   592.070 (meters)        (06/27/12)   ADJUSTED
 AC7927* NAD 83(2011) EPOCH   -  2010.00
 AC7927* NAVD 88 ORTHO HEIGHT -   613.7   (meters)     2013.    (feet) GPS OBS
 AC7927  ______________________________________________________________________
 AC7927  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7927  GEOID HEIGHT    -        -21.487 (meters)                     GEOID96
 AC7927  GEOID HEIGHT    -        -21.617 (meters)                     GEOID18
 AC7927  NAD 83(2011) X  -   -885,887.023 (meters)                     COMP
 AC7927  NAD 83(2011) Y  - -4,447,616.783 (meters)                     COMP
 AC7927  NAD 83(2011) Z  -  4,470,727.148 (meters)                     COMP
 AC7927  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 AC7927
 AC7927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7927  Standards:
 AC7927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7927  -------------------------------------------------------------------
 AC7927  NETWORK    0.56   1.20           0.26   0.19   0.61     -0.05001448
 AC7927  -------------------------------------------------------------------
 AC7927  Click here for local accuracies and other accuracy information.
 AC7927
 AC7927.The horizontal coordinates were established by GPS observations
 AC7927.and adjusted by the National Geodetic Survey in June 2012.
 AC7927
 AC7927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7927.been affixed to the stable North American tectonic plate. See 
 AC7927.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7927
 AC7927.The horizontal coordinates are valid at the epoch date displayed above
 AC7927.which is a decimal equivalence of Year/Month/Day.
 AC7927
 AC7927.The orthometric height was determined by GPS observations and a
 AC7927.high-resolution geoid model.
 AC7927
 AC7927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7927.GEOID18 height accuracy estimate available here.
 AC7927
 AC7927.Click photographs - Photos may exist for this station.
 AC7927
 AC7927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7927
 AC7927.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7927
 AC7927.The ellipsoidal height was determined by GPS observations
 AC7927.and is referenced to NAD 83.
 AC7927
 AC7927. The following values were computed from the NAD 83(2011) position.
 AC7927
 AC7927;                    North         East     Units Scale Factor Converg.
 AC7927;SPC SD N     -   106,375.525   499,902.368   MT  0.99994996   -0 53 42.7
 AC7927;SPC SD N     -   349,000.37  1,640,096.35   sFT  0.99994996   -0 53 42.7
 AC7927;UTM  14      - 4,961,404.894   320,821.476   MT  0.99999480   -1 35 45.2
 AC7927
 AC7927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7927!SPC SD N     -   0.99990718  x   0.99994996  =   0.99985714
 AC7927!UTM  14      -   0.99990718  x   0.99999480  =   0.99990198
 AC7927
 AC7927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2082161404(NAD 83)
 AC7927
 AC7927                          SUPERSEDED SURVEY CONTROL
 AC7927
 AC7927  NAD 83(2007)-  44 47 00.89454(N)    101 15 53.57821(W) AD(2002.00) 0
 AC7927  ELLIP H (02/10/07)  592.087  (m)                       GP(2002.00)    
 AC7927  ELLIP H (06/23/03)  592.038  (m)                       GP(       ) 3 1
 AC7927  NAD 83(1996)-  44 47 00.89417(N)    101 15 53.57694(W) AD(       ) B
 AC7927  ELLIP H (04/18/97)  592.135  (m)                       GP(       ) 4 1
 AC7927
 AC7927.Superseded values are not recommended for survey control.
 AC7927
 AC7927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7927.See file dsdata.pdf to determine how the superseded data were derived.
 AC7927
 AC7927_MARKER: Z = SEE DESCRIPTION
 AC7927_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7927_STAMPING: 63-151.67 1995
 AC7927_MARK LOGO: NGS
 AC7927_PROJECTION: FLUSH
 AC7927_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7927+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2015
 AC7927_ROD/PIPE-DEPTH: 12.8 meters
 AC7927_SLEEVE-DEPTH  : 1.80 meters
 AC7927
 AC7927  HISTORY     - Date     Condition        Report By
 AC7927  HISTORY     - 1995     MONUMENTED       SDDT
 AC7927  HISTORY     - 19960926 GOOD             NGS
 AC7927  HISTORY     - 20020520 GOOD             SDDT
 AC7927  HISTORY     - 20110413 GOOD             INDIV
 AC7927  HISTORY     - 20150126 GOOD             SDDT
 AC7927
 AC7927                          STATION DESCRIPTION
 AC7927
 AC7927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7927'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTH OF EAGLE BUTTE AND
 AC7927'6.0 MI (9.7 KM) NORTH OF THE ZIEBACH/HAAKON COUNTY LINE, ON STATE
 AC7927'HIGHWAY 63.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7927'STATION FROM THE POST OFFICE IN EAGLE BUTTE, GO NORTH ON MAIN STREET
 AC7927'FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF U.S. HIGHWAY 212, TURN LEFT AND
 AC7927'GO WEST ON U.S. HIGHWAY 212 FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF
 AC7927'STATE HIGHWAY 63, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 16.0
 AC7927'MI (25.7 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 AC7927'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7927'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 99.0 FT (30.2
 AC7927'M) SOUTH OF CENTER OF THE HIGHWAY, 25.0 FT (7.6 M) WEST OF CENTER OF A
 AC7927'FIELD ENTRANCE ROAD, 1.5 FT (0.5 M) NORTH OF A WITNESS POST AND FENCE,
 AC7927'AND 1.5 FT (0.5 M) SOUTH OF A METAL GUARD POST. NOTE--ACCESS TO THE
 AC7927'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7927
 AC7927                          STATION RECOVERY (2002)
 AC7927
 AC7927'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AC7927'RECOVERED AS DESCRIBED
 AC7927'
 AC7927
 AC7927                          STATION RECOVERY (2011)
 AC7927
 AC7927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC7927'RECOVERED IN GOOD CONDITION.
 AC7927
 AC7927                          STATION RECOVERY (2015)
 AC7927
 AC7927'RECOVERY NOTE BY SD DEPT OF TRANSP 2015 (TJ)
 AC7927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7975 ***********************************************************************
 AC7975  CBN         -  This is a Cooperative Base Network Control Station.
 AC7975  DESIGNATION -  63 187.45
 AC7975  PID         -  AC7975
 AC7975  STATE/COUNTY-  SD/DEWEY
 AC7975  COUNTRY     -  US
 AC7975  USGS QUAD   -  PARADE NW (2017)
 AC7975
 AC7975                         *CURRENT SURVEY CONTROL
 AC7975  ______________________________________________________________________
 AC7975* NAD 83(2011) POSITION- 45 11 49.65431(N) 101 12 44.22739(W)   ADJUSTED
 AC7975* NAD 83(2011) ELLIP HT-   558.794 (meters)        (06/27/12)   ADJUSTED
 AC7975* NAD 83(2011) EPOCH   -  2010.00
 AC7975* NAVD 88 ORTHO HEIGHT -   580.0   (meters)     1903.    (feet) GPS OBS
 AC7975  ______________________________________________________________________
 AC7975  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7975  GEOID HEIGHT    -        -21.122 (meters)                     GEOID96
 AC7975  GEOID HEIGHT    -        -21.289 (meters)                     GEOID18
 AC7975  NAD 83(2011) X  -   -875,480.806 (meters)                     COMP
 AC7975  NAD 83(2011) Y  - -4,416,530.773 (meters)                     COMP
 AC7975  NAD 83(2011) Z  -  4,503,209.060 (meters)                     COMP
 AC7975  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 AC7975
 AC7975  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7975  Standards:
 AC7975         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7975            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7975  -------------------------------------------------------------------
 AC7975  NETWORK    0.84   2.51           0.39   0.27   1.28     -0.08142936
 AC7975  -------------------------------------------------------------------
 AC7975  Click here for local accuracies and other accuracy information.
 AC7975
 AC7975.The horizontal coordinates were established by GPS observations
 AC7975.and adjusted by the National Geodetic Survey in June 2012.
 AC7975
 AC7975.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7975.been affixed to the stable North American tectonic plate. See 
 AC7975.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7975
 AC7975.The horizontal coordinates are valid at the epoch date displayed above
 AC7975.which is a decimal equivalence of Year/Month/Day.
 AC7975
 AC7975.The orthometric height was determined by GPS observations and a
 AC7975.high-resolution geoid model.
 AC7975
 AC7975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7975.GEOID18 height accuracy estimate available here.
 AC7975
 AC7975.Click photographs - Photos may exist for this station.
 AC7975
 AC7975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7975
 AC7975.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7975
 AC7975.The ellipsoidal height was determined by GPS observations
 AC7975.and is referenced to NAD 83.
 AC7975
 AC7975. The following values were computed from the NAD 83(2011) position.
 AC7975
 AC7975;                    North         East     Units Scale Factor Converg.
 AC7975;SPC SD N     -   152,261.860   504,752.510   MT  0.99994235   -0 51 28.7
 AC7975;SPC SD N     -   499,545.79  1,656,008.86   sFT  0.99994235   -0 51 28.7
 AC7975;UTM  14      - 5,007,229.827   326,237.222   MT  0.99997126   -1 34 12.3
 AC7975
 AC7975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7975!SPC SD N     -   0.99991240  x   0.99994235  =   0.99985475
 AC7975!UTM  14      -   0.99991240  x   0.99997126  =   0.99988366
 AC7975
 AC7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2623707229(NAD 83)
 AC7975
 AC7975                          SUPERSEDED SURVEY CONTROL
 AC7975
 AC7975  NAD 83(2007)-  45 11 49.65427(N)    101 12 44.22856(W) AD(2002.00) 0
 AC7975  ELLIP H (02/10/07)  558.816  (m)                       GP(2002.00)    
 AC7975  ELLIP H (04/15/04)  558.805  (m)                       GP(       ) 2 1
 AC7975  NAD 83(1996)-  45 11 49.65365(N)    101 12 44.22822(W) AD(       ) B
 AC7975  ELLIP H (04/18/97)  558.880  (m)                       GP(       ) 4 1
 AC7975
 AC7975.Superseded values are not recommended for survey control.
 AC7975
 AC7975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7975.See file dsdata.pdf to determine how the superseded data were derived.
 AC7975
 AC7975_MARKER: Z = SEE DESCRIPTION
 AC7975_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7975_STAMPING: 63-187.45 1995
 AC7975_MARK LOGO: NGS
 AC7975_PROJECTION: FLUSH
 AC7975_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7975+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AC7975_ROD/PIPE-DEPTH: 12.8 meters
 AC7975_SLEEVE-DEPTH  : 1.8 meters
 AC7975
 AC7975  HISTORY     - Date     Condition        Report By
 AC7975  HISTORY     - 1995     MONUMENTED       SDDT
 AC7975  HISTORY     - 19960928 GOOD             NGS
 AC7975  HISTORY     - 20120711 GOOD             INDIV
 AC7975
 AC7975                          STATION DESCRIPTION
 AC7975
 AC7975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7975'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH-NORTHEAST OF
 AC7975'EAGLE BUTTE, 14.0 MI (22.5 KM) WEST OF WHITEHORSE, AND 3.0 MI (4.8 KM)
 AC7975'NORTH-NORTHEAST OF GREEN GRASS, ON STATE HIGHWAY 63. OWNERSHIP--THE
 AC7975'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AC7975'EAGLE BUTTE, GO NORTH ON MAIN STREET FOR 0.8 MI (1.3 KM) TO THE
 AC7975'JUNCTION OF U.S. HIGHWAY 212, TURN RIGHT AND GO EAST ON U.S. HIGHWAY
 AC7975'212 FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF STATE HIGHWAY 63, TURN LEFT
 AC7975'AND GO NORTH ON STATE HIGHWAY 63 FOR 13.8 MI (22.2 KM) TO THE JUNCTION
 AC7975'OF BUREAU OF INDIAN AFFAIRS ROAD 2 EAST AND THE STATION ON THE LEFT.
 AC7975'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7975'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7975'PIPE.  LOCATED 100.3 FT (30.6 M) WEST-SOUTHWEST OF THE U.S. HIGHWAY
 AC7975'CENTERLINE, 99.0 FT (30.2 M) WEST OF THE CENTER OF THE STATE HIGHWAY,
 AC7975'75.5 FT (23.0 M) SOUTH-SOUTHEAST OF THE CENTER OF FIELD ENTRANCE ROAD,
 AC7975'1.4 FT (0.4 M) EAST-NORTHEAST OF A WITNESS POST, AND 1.3 FT (0.4 M)
 AC7975'WEST-SOUTHWEST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT
 AC7975'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7975
 AC7975                          STATION RECOVERY (2012)
 AC7975
 AC7975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8826 ***********************************************************************
 AB8826  DESIGNATION -  63 KEE
 AB8826  PID         -  AB8826
 AB8826  STATE/COUNTY-  SD/BROOKINGS
 AB8826  COUNTRY     -  US
 AB8826  USGS QUAD   -  LAKE SINAI (2017)
 AB8826
 AB8826                         *CURRENT SURVEY CONTROL
 AB8826  ______________________________________________________________________
 AB8826* NAD 83(1986) POSITION- 44 19 32.     (N) 097 00 28.     (W)   SCALED
 AB8826* NAVD 88 ORTHO HEIGHT -   522.575 (meters)     1714.48  (feet) ADJUSTED
 AB8826  ______________________________________________________________________
 AB8826  GEOID HEIGHT    -        -25.193 (meters)                     GEOID18
 AB8826  DYNAMIC HEIGHT  -        522.477 (meters)     1714.16  (feet) COMP
 AB8826  MODELED GRAVITY -    980,414.0   (mgal)                       NAVD 88
 AB8826
 AB8826  VERT ORDER      -  FIRST     CLASS II
 AB8826
 AB8826.The horizontal coordinates were scaled from a map and have
 AB8826.an estimated accuracy of +/- 6 seconds.
 AB8826
 AB8826.The orthometric height was determined by differential leveling and
 AB8826.adjusted by the NATIONAL GEODETIC SURVEY
 AB8826.in October 1997.
 AB8826
 AB8826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8826.GEOID18 height accuracy estimate available here.
 AB8826
 AB8826.Click photographs - Photos may exist for this station.
 AB8826
 AB8826.The dynamic height is computed by dividing the NAVD 88
 AB8826.geopotential number by the normal gravity value computed on the
 AB8826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8826.degrees latitude (g = 980.6199 gals.).
 AB8826
 AB8826.The modeled gravity was interpolated from observed gravity values.
 AB8826
 AB8826;                    North         East    Units  Estimated Accuracy
 AB8826;SPC SD N     -    59,110.      838,630.      MT  (+/- 180 meters Scaled)
 AB8826
 AB8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ588099(NAD 83)
 AB8826
 AB8826                          SUPERSEDED SURVEY CONTROL
 AB8826
 AB8826.No superseded survey control is available for this station.
 AB8826
 AB8826_MARKER: DD = SURVEY DISK
 AB8826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8826_STAMPING: 63 KEE 1964
 AB8826_MARK LOGO: USGS
 AB8826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8826+STABILITY: SURFACE MOTION
 AB8826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8826+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB8826
 AB8826  HISTORY     - Date     Condition        Report By
 AB8826  HISTORY     - 1964     MONUMENTED       USGS
 AB8826  HISTORY     - 19940922 GOOD             NGS
 AB8826
 AB8826                          STATION DESCRIPTION
 AB8826
 AB8826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8826'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8826'IN ARLINGTON, THENCE 13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8826'130.5 M (428.1 FT) EAST OF MILEPOST 409, 49.8 M (163.4 FT) SOUTH OF
 AB8826'THE HIGHWAY CENTERLINE, 9.3 M (30.5 FT) WEST OF THE CENTER OF A TRACK
 AB8826'ROAD, 7.5 M (24.6 FT) SOUTH OF A FENCE CORNER, 1.3 M (4.3 FT) ABOVE
 AB8826'THE LEVEL OF THE ROAD, 0.8 M (2.6 FT) EAST OF A FENCE, 0.7 M (2.3 FT)
 AB8826'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB8826'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7962 ***********************************************************************
 AC7962  CBN         -  This is a Cooperative Base Network Control Station.
 AC7962  DESIGNATION -  65 178.06
 AC7962  PID         -  AC7962
 AC7962  STATE/COUNTY-  SD/ZIEBACH
 AC7962  COUNTRY     -  US
 AC7962  USGS QUAD   -  LANTRY NW (2017)
 AC7962
 AC7962                         *CURRENT SURVEY CONTROL
 AC7962  ______________________________________________________________________
 AC7962* NAD 83(2011) POSITION- 45 13 20.20906(N) 101 29 43.79292(W)   ADJUSTED
 AC7962* NAD 83(2011) ELLIP HT-   667.824 (meters)        (06/27/12)   ADJUSTED
 AC7962* NAD 83(2011) EPOCH   -  2010.00
 AC7962* NAVD 88 ORTHO HEIGHT -   688.5   (meters)     2259.    (feet) GPS OBS
 AC7962  ______________________________________________________________________
 AC7962  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7962  GEOID HEIGHT    -        -20.519 (meters)                     GEOID96
 AC7962  GEOID HEIGHT    -        -20.669 (meters)                     GEOID18
 AC7962  NAD 83(2011) X  -   -896,920.789 (meters)                     COMP
 AC7962  NAD 83(2011) Y  - -4,410,280.268 (meters)                     COMP
 AC7962  NAD 83(2011) Z  -  4,505,256.112 (meters)                     COMP
 AC7962  LAPLACE CORR    -         -5.18  (seconds)                    DEFLEC18
 AC7962
 AC7962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7962  Standards:
 AC7962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7962  -------------------------------------------------------------------
 AC7962  NETWORK    0.81   2.41           0.38   0.26   1.23     -0.08157647
 AC7962  -------------------------------------------------------------------
 AC7962  Click here for local accuracies and other accuracy information.
 AC7962
 AC7962.The horizontal coordinates were established by GPS observations
 AC7962.and adjusted by the National Geodetic Survey in June 2012.
 AC7962
 AC7962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7962.been affixed to the stable North American tectonic plate. See 
 AC7962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7962
 AC7962.The horizontal coordinates are valid at the epoch date displayed above
 AC7962.which is a decimal equivalence of Year/Month/Day.
 AC7962
 AC7962.The orthometric height was determined by GPS observations and a
 AC7962.high-resolution geoid model.
 AC7962
 AC7962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7962.GEOID18 height accuracy estimate available here.
 AC7962
 AC7962.Click photographs - Photos may exist for this station.
 AC7962
 AC7962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7962
 AC7962.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7962
 AC7962.The ellipsoidal height was determined by GPS observations
 AC7962.and is referenced to NAD 83.
 AC7962
 AC7962. The following values were computed from the NAD 83(2011) position.
 AC7962
 AC7962;                    North         East     Units Scale Factor Converg.
 AC7962;SPC SD N     -   155,428.873   482,554.833   MT  0.99994356   -1 03 30.3
 AC7962;SPC SD N     -   509,936.23  1,583,181.98   sFT  0.99994356   -1 03 30.3
 AC7962;UTM  14      - 5,010,673.015   304,078.942   MT  1.00007199   -1 46 19.1
 AC7962
 AC7962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7962!SPC SD N     -   0.99989531  x   0.99994356  =   0.99983887
 AC7962!UTM  14      -   0.99989531  x   1.00007199  =   0.99996729
 AC7962
 AC7962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0407810673(NAD 83)
 AC7962
 AC7962                          SUPERSEDED SURVEY CONTROL
 AC7962
 AC7962  NAD 83(2007)-  45 13 20.20900(N)    101 29 43.79410(W) AD(2002.00) 0
 AC7962  ELLIP H (02/10/07)  667.846  (m)                       GP(2002.00)    
 AC7962  ELLIP H (04/15/04)  667.838  (m)                       GP(       ) 2 1
 AC7962  NAD 83(1996)-  45 13 20.20839(N)    101 29 43.79372(W) AD(       ) B
 AC7962  ELLIP H (04/18/97)  667.910  (m)                       GP(       ) 4 1
 AC7962
 AC7962.Superseded values are not recommended for survey control.
 AC7962
 AC7962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7962.See file dsdata.pdf to determine how the superseded data were derived.
 AC7962
 AC7962_MARKER: Z = SEE DESCRIPTION
 AC7962_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7962_STAMPING: 65-178.06 1995
 AC7962_MARK LOGO: NGS
 AC7962_PROJECTION: FLUSH
 AC7962_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7962+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 AC7962_ROD/PIPE-DEPTH: 12.8 meters
 AC7962_SLEEVE-DEPTH  : 1.8 meters
 AC7962
 AC7962  HISTORY     - Date     Condition        Report By
 AC7962  HISTORY     - 1995     MONUMENTED       SDDT
 AC7962  HISTORY     - 19960928 GOOD             NGS
 AC7962  HISTORY     - 20120801 GOOD             INDIV
 AC7962
 AC7962                          STATION DESCRIPTION
 AC7962
 AC7962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7962'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHEAST OF DUPREE AND
 AC7962'12.0 MI (19.3 KM) SOUTHWEST OF ISABEL, ON STATE HIGHWAY 65.
 AC7962'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7962'JUNCTION OF STATE HIGHWAY 65 AND U.S. HIGHWAY 212, 2.0 MI (3.2 KM)
 AC7962'EAST OF DUPREE, GO NORTH ON STATE HIGHWAY 65 FOR 12.9 MI (20.8 KM) TO
 AC7962'A BRIDGE SPANNING THE MOREAU RIVER, CONTINUE NORTH ON HIGHWAY 65 FOR
 AC7962'1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 AC7962'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7962'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 30.3 M (99.4
 AC7962'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) SOUTHWEST OF
 AC7962'THE CENTER OF A FIELD ENTRANCE ROAD, 0.3 M (1.0 FT) NORTHWEST OF A
 AC7962'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD
 AC7962'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7962'AND THEN A 4-INCH PVC CAP.
 AC7962
 AC7962                          STATION RECOVERY (2012)
 AC7962
 AC7962'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0831 ***********************************************************************
 OT0831  CBN         -  This is a Cooperative Base Network Control Station.
 OT0831  DESIGNATION -  7 DHW
 OT0831  PID         -  OT0831
 OT0831  STATE/COUNTY-  SD/FALL RIVER
 OT0831  COUNTRY     -  US
 OT0831  USGS QUAD   -  WALLACE RANCH (2017)
 OT0831
 OT0831                         *CURRENT SURVEY CONTROL
 OT0831  ______________________________________________________________________
 OT0831* NAD 83(2011) POSITION- 43 01 18.78819(N) 103 53 49.00973(W)   ADJUSTED
 OT0831* NAD 83(2011) ELLIP HT-  1150.498 (meters)        (06/27/12)   ADJUSTED
 OT0831* NAD 83(2011) EPOCH   -  2010.00
 OT0831* NAVD 88 ORTHO HEIGHT -  1165.948 (meters)     3825.28  (feet) ADJUSTED
 OT0831  ______________________________________________________________________
 OT0831  GEOID HEIGHT    -        -15.459 (meters)                     GEOID18
 OT0831  NAD 83(2011) X  - -1,121,896.237 (meters)                     COMP
 OT0831  NAD 83(2011) Y  - -4,534,408.413 (meters)                     COMP
 OT0831  NAD 83(2011) Z  -  4,330,064.569 (meters)                     COMP
 OT0831  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 OT0831  DYNAMIC HEIGHT  -       1165.398 (meters)     3823.48  (feet) COMP
 OT0831  MODELED GRAVITY -    980,108.3   (mgal)                       NAVD 88
 OT0831
 OT0831  VERT ORDER      -  THIRD
 OT0831
 OT0831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0831  Standards:
 OT0831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0831  -------------------------------------------------------------------
 OT0831  NETWORK    0.91   2.20           0.42   0.30   1.12     -0.07393404
 OT0831  -------------------------------------------------------------------
 OT0831  Click here for local accuracies and other accuracy information.
 OT0831
 OT0831.The horizontal coordinates were established by GPS observations
 OT0831.and adjusted by the National Geodetic Survey in June 2012.
 OT0831
 OT0831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0831.been affixed to the stable North American tectonic plate. See 
 OT0831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0831
 OT0831.The horizontal coordinates are valid at the epoch date displayed above
 OT0831.which is a decimal equivalence of Year/Month/Day.
 OT0831
 OT0831.The orthometric height was determined by differential leveling and
 OT0831.adjusted by the NATIONAL GEODETIC SURVEY
 OT0831.in June 1991.
 OT0831
 OT0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0831.GEOID18 height accuracy estimate available here.
 OT0831
 OT0831.Click photographs - Photos may exist for this station.
 OT0831
 OT0831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0831
 OT0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0831
 OT0831.The ellipsoidal height was determined by GPS observations
 OT0831.and is referenced to NAD 83.
 OT0831
 OT0831.The dynamic height is computed by dividing the NAVD 88
 OT0831.geopotential number by the normal gravity value computed on the
 OT0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0831.degrees latitude (g = 980.6199 gals.).
 OT0831
 OT0831.The modeled gravity was interpolated from observed gravity values.
 OT0831
 OT0831. The following values were computed from the NAD 83(2011) position.
 OT0831
 OT0831;                    North         East     Units Scale Factor Converg.
 OT0831;SPC SD S     -    82,722.878   309,623.168   MT  0.99996069   -2 27 30.1
 OT0831;SPC SD S     -   271,399.98  1,015,822.01   sFT  0.99996069   -2 27 30.1
 OT0831;UTM  13      - 4,763,835.469   589,876.496   MT  0.99969937   +0 45 09.5
 OT0831
 OT0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0831!SPC SD S     -   0.99981961  x   0.99996069  =   0.99978031
 OT0831!UTM  13      -   0.99981961  x   0.99969937  =   0.99951903
 OT0831
 OT0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8987663835(NAD 83)
 OT0831
 OT0831                          SUPERSEDED SURVEY CONTROL
 OT0831
 OT0831  NAD 83(2007)-  43 01 18.78802(N)    103 53 49.01082(W) AD(2002.00) 0
 OT0831  ELLIP H (02/10/07) 1150.526  (m)                       GP(2002.00)    
 OT0831  ELLIP H (04/15/04) 1150.514  (m)                       GP(       ) 2 1
 OT0831  NAD 83(1996)-  43 01 18.78729(N)    103 53 49.01089(W) AD(       ) B
 OT0831  ELLIP H (04/18/97) 1150.570  (m)                       GP(       ) 4 1
 OT0831  NAVD 88            1165.95   (m)         3825.3    (f) LEVELING    3  
 OT0831
 OT0831.Superseded values are not recommended for survey control.
 OT0831
 OT0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0831.See file dsdata.pdf to determine how the superseded data were derived.
 OT0831
 OT0831_MARKER: DB = BENCH MARK DISK
 OT0831_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0831_STAMPING: 7 DHW 1974
 OT0831_MARK LOGO: USGS
 OT0831_PROJECTION: PROJECTING 9 CENTIMETERS
 OT0831_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0831+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2022
 OT0831
 OT0831  HISTORY     - Date     Condition        Report By
 OT0831  HISTORY     - 1974     MONUMENTED       USGS
 OT0831  HISTORY     - 19960911 GOOD             NGS
 OT0831  HISTORY     - 20220316 GOOD             NEGS
 OT0831
 OT0831                          STATION DESCRIPTION
 OT0831
 OT0831'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0831'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 12.9 MILES
 OT0831'WEST ALONG GRADED ROAD TO THE TOP OF A HILL AT A T-FENCE NORTH, NEAR
 OT0831'1/4 CORNER OF SECTIONS 8-9/TOWNSHIP 12 SOUTH/RANGE 2 EAST, 37 FEET
 OT0831'NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET EAST OF A T-FENCE NORTH,
 OT0831'2 FEET NORTH OF A RIGHT-OF-WAY FENCE, SET IN A COPPER-CLAD STEEL ROD
 OT0831'DRIVEN 7.0 FEET AND FLUSH WITH THE GROUND.
 OT0831
 OT0831                          STATION RECOVERY (1996)
 OT0831
 OT0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0831'THE STATION IS LOCATED ABOUT 36.0 MI (57.9 KM) SOUTHWEST OF HOT
 OT0831'SPRINGS, 20.0 MI (32.2 KM) SOUTH OF EDGEMONT, AND 13.0 MI (20.9 KM)
 OT0831'WEST OF ARDMORE, ON COUNTY ROAD 5A.  OWNERSHIP--UNKNOWN.  TO REACH THE
 OT0831'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND COUNTY ROAD 5 IN
 OT0831'ARDMORE, GO WEST ON THE GRAVELED COUNTY ROAD FOR 7.7 MI (12.4 KM) TO
 OT0831'THE JUNCTION OF COUNTY ROAD 6412, CONTINUE WEST ON COUNTY ROAD 6412
 OT0831'FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF COUNTY ROAD 5A, CONTINUE WEST
 OT0831'ON COUNTY ROAD 5A FOR 2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT ON
 OT0831'TOP OF A HILL.  THE STATION IS LOCATED 13.0 M (42.7 FT) NORTH OF THE
 OT0831'ROAD CENTERLINE, 13.6 M (44.6 FT) WEST-NORTHWEST OF A T-FENCE CORNER,
 OT0831'1.25 M (4.10 FT) NORTH-NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 OT0831'DISK PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OT0831
 OT0831                          STATION RECOVERY (2022)
 OT0831
 OT0831'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (MH)
 OT0831'TO REACH FROM THE JUNCTION OF NE. HIGHWAY 71 AND THE SOUTH DAKOTA
 OT0831'STATE LINE, APPROXIMATELY 28.6 MI (46.0 KM) NORTH OF CRAWFORD, NE., GO
 OT0831'NORTH ON SOUTH DAKOTA HIGHWAY 71 APPROXIMATELY 1.5 MI (2.4 KM) TO THE
 OT0831'JUNCTION OF STORM DRAIN. HIGHWAY 71 AND DAKOTA AVENUE.  IN ARDMORE,
 OT0831'STORM DRAIN.  TURN LEFT AND GO WEST ON DAKOTA AVE.  (COUNTY ROAD 5)
 OT0831'APPROXIMATELY 4.5 MI (7.2 KM) TO A T INTERSECTION WITH COUNTY ROAD
 OT0831'6412.  GO NORTHWEST ON COUNTY ROAD 6412 FOR APPROXIMATELY 3.1 MI (5.0
 OT0831'KM) TO A Y INTERSECTION WITH W. ARDMORE ROAD.  BEAR LEFT AND CONTINUE
 OT0831'WEST-SOUTHWEST ON COUNTY ROAD 6412.  GO APPROXIMATELY 3.0 MI (4.8 KM)
 OT0831'TO A Y INTERSECTION.  BEAR RIGHT AND CONTINUE WEST-SOUTHWEST ON COUNTY
 OT0831'ROAD 5A FOR APPROXIMATELY 2.2 MI (3.5 KM) TO A CATTLE GUARD AND A
 OT0831'FIELD DRIVE ON THE NORTH SIDE OF COUNTY ROAD 5A JUST WEST OF THE
 OT0831'CATTLE GUARD.  THE MARK IS 31 FT (9.4 M) WEST OF THE CENTERLINE OF THE
 OT0831'FIELD DRIVE (NORTH), 42.7 FT (13.0 M) NORTH OF THE CENTERLINE OF
 OT0831'COUNTY ROAD 54, 44.6 FT (13.6 M) WEST-NORTHWEST OF A T FENCE CORNER
 OT0831'AND 4.10 FT (1.2 M) NORTH-NORTHWEST OF A WITNESS POST IN A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0846 ***********************************************************************
 PU0846  DESIGNATION -  7 PCL
 PU0846  PID         -  PU0846
 PU0846  STATE/COUNTY-  SD/MEADE
 PU0846  COUNTRY     -  US
 PU0846  USGS QUAD   -  FAIRPOINT (2017)
 PU0846
 PU0846                         *CURRENT SURVEY CONTROL
 PU0846  ______________________________________________________________________
 PU0846* NAD 83(1986) POSITION- 44 44 54.     (N) 102 47 46.     (W)   SCALED
 PU0846* NAVD 88 ORTHO HEIGHT -   894.661 (meters)     2935.23  (feet) ADJUSTED
 PU0846  ______________________________________________________________________
 PU0846  GEOID HEIGHT    -        -17.690 (meters)                     GEOID18
 PU0846  DYNAMIC HEIGHT  -        894.446 (meters)     2934.53  (feet) COMP
 PU0846  MODELED GRAVITY -    980,346.1   (mgal)                       NAVD 88
 PU0846
 PU0846  VERT ORDER      -  SECOND    CLASS 0
 PU0846
 PU0846.The horizontal coordinates were scaled from a map and have
 PU0846.an estimated accuracy of +/- 6 seconds.
 PU0846
 PU0846.The orthometric height was determined by differential leveling and
 PU0846.adjusted by the NATIONAL GEODETIC SURVEY
 PU0846.in June 1991.
 PU0846
 PU0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0846.GEOID18 height accuracy estimate available here.
 PU0846
 PU0846.Click photographs - Photos may exist for this station.
 PU0846
 PU0846.The dynamic height is computed by dividing the NAVD 88
 PU0846.geopotential number by the normal gravity value computed on the
 PU0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0846.degrees latitude (g = 980.6199 gals.).
 PU0846
 PU0846.The modeled gravity was interpolated from observed gravity values.
 PU0846
 PU0846;                    North         East    Units  Estimated Accuracy
 PU0846;SPC SD N     -   105,500.      378,630.      MT  (+/- 180 meters Scaled)
 PU0846
 PU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK744573(NAD 83)
 PU0846
 PU0846                          SUPERSEDED SURVEY CONTROL
 PU0846
 PU0846  NGVD 29 (??/??/92)  894.193  (m)         2933.70   (f) ADJ UNCH    2 0
 PU0846
 PU0846.Superseded values are not recommended for survey control.
 PU0846
 PU0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0846.See file dsdata.pdf to determine how the superseded data were derived.
 PU0846
 PU0846_MARKER: DD = SURVEY DISK
 PU0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0846_STAMPING: ET 2934 7 PCL 1958
 PU0846_MARK LOGO: USGS
 PU0846_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0846+STABILITY: SURFACE MOTION
 PU0846
 PU0846  HISTORY     - Date     Condition        Report By
 PU0846  HISTORY     - 1958     MONUMENTED       USGS
 PU0846  HISTORY     - 1962     GOOD             CGS
 PU0846
 PU0846                          STATION DESCRIPTION
 PU0846
 PU0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0846'AT FAIRPOINT.
 PU0846'AT FAIRPOINT, 156 FEET EAST-NORTHEAST OF THE CENTER OF THE
 PU0846'INTERSECTION OF EAST-WEST AND NORTH-SOUTH GRAVEL ROADS, 44
 PU0846'FEET NORTH OF THE CENTER LINE OF ROAD EAST, 7 FEET SOUTH OF A
 PU0846'POWER POLE, 1.5 FEET SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A
 PU0846'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU0846'CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1050 ***********************************************************************
 OS1050  DESIGNATION -  7 SJS
 OS1050  PID         -  OS1050
 OS1050  STATE/COUNTY-  SD/BENNETT
 OS1050  COUNTRY     -  US
 OS1050  USGS QUAD   -  MARTIN (2017)
 OS1050
 OS1050                         *CURRENT SURVEY CONTROL
 OS1050  ______________________________________________________________________
 OS1050* NAD 83(1986) POSITION- 43 10 19.     (N) 101 41 32.     (W)   SCALED
 OS1050* NAVD 88 ORTHO HEIGHT -   982.770 (meters)     3224.30  (feet) ADJUSTED
 OS1050  ______________________________________________________________________
 OS1050  GEOID HEIGHT    -        -19.813 (meters)                     GEOID18
 OS1050  DYNAMIC HEIGHT  -        982.358 (meters)     3222.95  (feet) COMP
 OS1050  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 OS1050
 OS1050  VERT ORDER      -  FIRST     CLASS II
 OS1050
 OS1050.The horizontal coordinates were scaled from a map and have
 OS1050.an estimated accuracy of +/- 6 seconds.
 OS1050
 OS1050.The orthometric height was determined by differential leveling and
 OS1050.adjusted by the NATIONAL GEODETIC SURVEY
 OS1050.in June 1994.
 OS1050
 OS1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1050.GEOID18 height accuracy estimate available here.
 OS1050
 OS1050.Click photographs - Photos may exist for this station.
 OS1050
 OS1050.The dynamic height is computed by dividing the NAVD 88
 OS1050.geopotential number by the normal gravity value computed on the
 OS1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1050.degrees latitude (g = 980.6199 gals.).
 OS1050
 OS1050.The modeled gravity was interpolated from observed gravity values.
 OS1050
 OS1050;                    North         East    Units  Estimated Accuracy
 OS1050;SPC SD S     -    94,070.      489,520.      MT  (+/- 180 meters Scaled)
 OS1050
 OS1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN811834(NAD 83)
 OS1050
 OS1050                          SUPERSEDED SURVEY CONTROL
 OS1050
 OS1050.No superseded survey control is available for this station.
 OS1050
 OS1050_MARKER: DD = SURVEY DISK
 OS1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1050_STAMPING: 7 SJS 1975
 OS1050_MARK LOGO: USGS
 OS1050_PROJECTION: FLUSH
 OS1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1050+STABILITY: SURFACE MOTION
 OS1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1050+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1050
 OS1050  HISTORY     - Date     Condition        Report By
 OS1050  HISTORY     - 1975     MONUMENTED       USGS
 OS1050  HISTORY     - 19930929 GOOD             NGS
 OS1050  HISTORY     - 20121204 GOOD             INDIV
 OS1050
 OS1050                          STATION DESCRIPTION
 OS1050
 OS1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1050'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1050'STATE HIGHWAY 73 IN MARTIN, 78.7 M (258.2 FT) WEST OF MILEPOST 151,
 OS1050'30.7 M (100.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.4 M (47.2 FT)
 OS1050'EAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 5.1 M (16.7 FT)
 OS1050'EAST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS1050'HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OS1050'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS1050
 OS1050                          STATION RECOVERY (2012)
 OS1050
 OS1050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7909 ***********************************************************************
 AC7909  CBN         -  This is a Cooperative Base Network Control Station.
 AC7909  DESIGNATION -  73 039.73
 AC7909  PID         -  AC7909
 AC7909  STATE/COUNTY-  SD/JACKSON
 AC7909  COUNTRY     -  US
 AC7909  USGS QUAD   -  LONG VALLEY (2017)
 AC7909
 AC7909                         *CURRENT SURVEY CONTROL
 AC7909  ______________________________________________________________________
 AC7909* NAD 83(2011) POSITION- 43 25 04.74919(N) 101 29 40.39581(W)   ADJUSTED
 AC7909* NAD 83(2011) ELLIP HT-   820.538 (meters)        (06/27/12)   ADJUSTED
 AC7909* NAD 83(2011) EPOCH   -  2010.00
 AC7909* NAVD 88 ORTHO HEIGHT -   841.5   (meters)     2761.    (feet) GPS OBS
 AC7909  ______________________________________________________________________
 AC7909  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7909  GEOID HEIGHT    -        -20.883 (meters)                     GEOID96
 AC7909  GEOID HEIGHT    -        -20.943 (meters)                     GEOID18
 AC7909  NAD 83(2011) X  -   -924,785.679 (meters)                     COMP
 AC7909  NAD 83(2011) Y  - -4,547,679.199 (meters)                     COMP
 AC7909  NAD 83(2011) Z  -  4,361,911.703 (meters)                     COMP
 AC7909  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 AC7909
 AC7909  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7909  Standards:
 AC7909         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7909            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7909  -------------------------------------------------------------------
 AC7909  NETWORK    1.02   2.57           0.48   0.32   1.31     -0.05687955
 AC7909  -------------------------------------------------------------------
 AC7909  Click here for local accuracies and other accuracy information.
 AC7909
 AC7909.The horizontal coordinates were established by GPS observations
 AC7909.and adjusted by the National Geodetic Survey in June 2012.
 AC7909
 AC7909.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7909.been affixed to the stable North American tectonic plate. See 
 AC7909.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7909
 AC7909.The horizontal coordinates are valid at the epoch date displayed above
 AC7909.which is a decimal equivalence of Year/Month/Day.
 AC7909
 AC7909.The orthometric height was determined by GPS observations and a
 AC7909.high-resolution geoid model.
 AC7909
 AC7909.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7909.GEOID18 height accuracy estimate available here.
 AC7909
 AC7909.Click photographs - Photos may exist for this station.
 AC7909
 AC7909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7909
 AC7909.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7909
 AC7909.The ellipsoidal height was determined by GPS observations
 AC7909.and is referenced to NAD 83.
 AC7909
 AC7909. The following values were computed from the NAD 83(2011) position.
 AC7909
 AC7909;                    North         East     Units Scale Factor Converg.
 AC7909;SPC SD S     -   121,152.344   505,968.523   MT  0.99991296   -0 48 03.9
 AC7909;SPC SD S     -   397,480.65  1,659,998.40   sFT  0.99991296   -0 48 03.9
 AC7909;UTM  14      - 4,810,255.685   298,053.038   MT  1.00010168   -1 42 54.4
 AC7909
 AC7909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7909!SPC SD S     -   0.99987134  x   0.99991296  =   0.99978431
 AC7909!UTM  14      -   0.99987134  x   1.00010168  =   0.99997301
 AC7909
 AC7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9805310255(NAD 83)
 AC7909
 AC7909                          SUPERSEDED SURVEY CONTROL
 AC7909
 AC7909  NAD 83(2007)-  43 25 04.74909(N)    101 29 40.39693(W) AD(2002.00) 0
 AC7909  ELLIP H (02/10/07)  820.566  (m)                       GP(2002.00)    
 AC7909  ELLIP H (04/15/04)  820.553  (m)                       GP(       ) 2 1
 AC7909  NAD 83(1996)-  43 25 04.74848(N)    101 29 40.39703(W) AD(       ) B
 AC7909  ELLIP H (04/18/97)  820.597  (m)                       GP(       ) 4 1
 AC7909
 AC7909.Superseded values are not recommended for survey control.
 AC7909
 AC7909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7909.See file dsdata.pdf to determine how the superseded data were derived.
 AC7909
 AC7909_MARKER: Z = SEE DESCRIPTION
 AC7909_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7909_STAMPING: 73-39.73 1995
 AC7909_MARK LOGO: NGS
 AC7909_PROJECTION: FLUSH
 AC7909_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7909+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1996
 AC7909_ROD/PIPE-DEPTH: 12.8 meters
 AC7909_SLEEVE-DEPTH  : 1.8 meters
 AC7909
 AC7909  HISTORY     - Date     Condition        Report By
 AC7909  HISTORY     - 1995     MONUMENTED       SDDT
 AC7909  HISTORY     - 19960926 GOOD             SDDT
 AC7909  HISTORY     - 20121217 POOR             INDIV
 AC7909
 AC7909                          STATION DESCRIPTION
 AC7909
 AC7909'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7909'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) SOUTHEAST OF WAMBLEE,
 AC7909'3.0 MI (4.8 KM) SOUTH OF LONG VALLEY, AND 2.0 MI (3.2 KM) NORTH OF THE
 AC7909'JACKSON/BENNETT COUNTY LINE, ON STATE HIGHWAY 73.  OWNERSHIP--THE
 AC7909'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AC7909'LONG VALLEY, GO SOUTH ON STATE HIGHWAY 73 FOR 3.0 MI (4.8 KM) TO THE
 AC7909'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7909'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7909'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 58.0 FT (17.7 M) EAST OF THE
 AC7909'CENTER OF THE HIGHWAY, 20.0 FT (6.1 M) SOUTH OF CENTER OF A FIELD
 AC7909'ENTRANCE ROAD, 1.0 FT (0.3 M) WEST OF A WITNESS POST AND FENCE, AND
 AC7909'1.0 FT (0.3 M) EAST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7909'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7909
 AC7909                          STATION RECOVERY (2012)
 AC7909
 AC7909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7909'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7859 ***********************************************************************
 AC7859  CBN         -  This is a Cooperative Base Network Control Station.
 AC7859  DESIGNATION -  73 109.48
 AC7859  PID         -  AC7859
 AC7859  STATE/COUNTY-  SD/HAAKON
 AC7859  COUNTRY     -  US
 AC7859  USGS QUAD   -  ELBON (2017)
 AC7859
 AC7859                         *CURRENT SURVEY CONTROL
 AC7859  ______________________________________________________________________
 AC7859* NAD 83(2011) POSITION- 44 17 04.43673(N) 101 40 23.80304(W)   ADJUSTED
 AC7859* NAD 83(2011) ELLIP HT-   736.374 (meters)        (06/27/12)   ADJUSTED
 AC7859* NAD 83(2011) EPOCH   -  2010.00
 AC7859* NAVD 88 ORTHO HEIGHT -   757.3   (meters)     2485.    (feet) GPS OBS
 AC7859  ______________________________________________________________________
 AC7859  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7859  GEOID HEIGHT    -        -20.849 (meters)                     GEOID96
 AC7859  GEOID HEIGHT    -        -20.979 (meters)                     GEOID18
 AC7859  NAD 83(2011) X  -   -925,456.535 (meters)                     COMP
 AC7859  NAD 83(2011) Y  - -4,479,379.948 (meters)                     COMP
 AC7859  NAD 83(2011) Z  -  4,431,296.313 (meters)                     COMP
 AC7859  LAPLACE CORR    -         -8.10  (seconds)                    DEFLEC18
 AC7859
 AC7859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7859  Standards:
 AC7859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7859  -------------------------------------------------------------------
 AC7859  NETWORK    1.11   3.31           0.52   0.36   1.69     -0.06444681
 AC7859  -------------------------------------------------------------------
 AC7859  Click here for local accuracies and other accuracy information.
 AC7859
 AC7859.The horizontal coordinates were established by GPS observations
 AC7859.and adjusted by the National Geodetic Survey in June 2012.
 AC7859
 AC7859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7859.been affixed to the stable North American tectonic plate. See 
 AC7859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7859
 AC7859.The horizontal coordinates are valid at the epoch date displayed above
 AC7859.which is a decimal equivalence of Year/Month/Day.
 AC7859
 AC7859.The orthometric height was determined by GPS observations and a
 AC7859.high-resolution geoid model.
 AC7859
 AC7859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7859.GEOID18 height accuracy estimate available here.
 AC7859
 AC7859.Click photographs - Photos may exist for this station.
 AC7859
 AC7859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7859
 AC7859.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7859
 AC7859.The ellipsoidal height was determined by GPS observations
 AC7859.and is referenced to NAD 83.
 AC7859
 AC7859. The following values were computed from the NAD 83(2011) position.
 AC7859
 AC7859;                    North         East     Units Scale Factor Converg.
 AC7859;SPC SD S     -   217,635.591   493,050.456   MT  0.99997448   -0 55 27.7
 AC7859;SPC SD S     -   714,026.10  1,617,616.37   sFT  0.99997448   -0 55 27.7
 AC7859;UTM  14      - 4,906,955.424   286,697.261   MT  1.00015958   -1 52 02.1
 AC7859
 AC7859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7859!SPC SD S     -   0.99988455  x   0.99997448  =   0.99985903
 AC7859!UTM  14      -   0.99988455  x   1.00015958  =   1.00004411
 AC7859
 AC7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8669706955(NAD 83)
 AC7859
 AC7859                          SUPERSEDED SURVEY CONTROL
 AC7859
 AC7859  NAD 83(2007)-  44 17 04.43668(N)    101 40 23.80413(W) AD(2002.00) 0
 AC7859  ELLIP H (02/10/07)  736.397  (m)                       GP(2002.00)    
 AC7859  ELLIP H (04/15/04)  736.378  (m)                       GP(       ) 2 1
 AC7859  NAD 83(1996)-  44 17 04.43615(N)    101 40 23.80359(W) AD(       ) B
 AC7859  ELLIP H (04/18/97)  736.446  (m)                       GP(       ) 4 1
 AC7859
 AC7859.Superseded values are not recommended for survey control.
 AC7859
 AC7859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7859.See file dsdata.pdf to determine how the superseded data were derived.
 AC7859
 AC7859_MARKER: Z = SEE DESCRIPTION
 AC7859_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7859_STAMPING: 73-109.48
 AC7859_MARK LOGO: NGS
 AC7859_PROJECTION: FLUSH
 AC7859_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7859+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 AC7859_ROD/PIPE-DEPTH: 6.4 meters
 AC7859_SLEEVE-DEPTH  : 1.8 meters
 AC7859
 AC7859  HISTORY     - Date     Condition        Report By
 AC7859  HISTORY     - 1995     MONUMENTED       SDDT
 AC7859  HISTORY     - 19960924 GOOD             SDDT
 AC7859  HISTORY     - 20110912 GOOD             INDIV
 AC7859
 AC7859                          STATION DESCRIPTION
 AC7859
 AC7859'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7859'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTH OF PHILIP AND 8.0
 AC7859'MI (12.9 KM) SOUTH OF THE JUNCTION OF STATE HIGHWAYS 34 AND 73, ON
 AC7859'STATE HIGHWAY 73.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7859'STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 73 IN
 AC7859'PHILIP, GO NORTH ON STATE HIGHWAY 73 FOR 16.7 MI (26.9 KM) TO THE
 AC7859'JUNCTION OF HILLAND ROAD AND STATION ON THE LEFT.  THE STATION IS A
 AC7859'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7859'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 85.0 FT
 AC7859'(25.9 M) WEST OF THE HIGHWAY CENTER, 85.0 FT (25.9 M) NORTH OF CENTER
 AC7859'OF THE ROAD, 6.0 FT (1.8 M) NORTH OF A RIGHT-OF-WAY MARKER, 1.0 FT
 AC7859'(0.3 M) EAST OF A WITNESS POST, AND 1.0 FT (0.3 M) WEST OF A METAL
 AC7859'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7859'CAP AND THEN A 4-INCH PVC CAP.
 AC7859
 AC7859                          STATION RECOVERY (2011)
 AC7859
 AC7859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JCC)
 AC7859'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9093 ***********************************************************************
 AD9093  DESIGNATION -  73 150.80
 AD9093  PID         -  AD9093
 AD9093  STATE/COUNTY-  SD/MEADE
 AD9093  COUNTRY     -  US
 AD9093  USGS QUAD   -  LEMMON CREEK (2017)
 AD9093
 AD9093                         *CURRENT SURVEY CONTROL
 AD9093  ______________________________________________________________________
 AD9093* NAD 83(1986) POSITION- 44 40 58.     (N) 102 03 09.     (W)   SCALED
 AD9093* NAVD 88 ORTHO HEIGHT -   758.172 (meters)     2487.44  (feet) ADJUSTED
 AD9093  ______________________________________________________________________
 AD9093  GEOID HEIGHT    -        -19.778 (meters)                     GEOID18
 AD9093  DYNAMIC HEIGHT  -        757.997 (meters)     2486.86  (feet) COMP
 AD9093  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 AD9093
 AD9093  VERT ORDER      -  FIRST     CLASS II
 AD9093
 AD9093.The horizontal coordinates were scaled from a map and have
 AD9093.an estimated accuracy of +/- 6 seconds.
 AD9093
 AD9093.The orthometric height was determined by differential leveling and
 AD9093.adjusted by the NATIONAL GEODETIC SURVEY
 AD9093.in July 1998.
 AD9093
 AD9093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9093.GEOID18 height accuracy estimate available here.
 AD9093
 AD9093.Click photographs - Photos may exist for this station.
 AD9093
 AD9093.The dynamic height is computed by dividing the NAVD 88
 AD9093.geopotential number by the normal gravity value computed on the
 AD9093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9093.degrees latitude (g = 980.6199 gals.).
 AD9093
 AD9093.The modeled gravity was interpolated from observed gravity values.
 AD9093
 AD9093;                    North         East    Units  Estimated Accuracy
 AD9093;SPC SD N     -    96,460.      437,300.      MT  (+/- 180 meters Scaled)
 AD9093
 AD9093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK335519(NAD 83)
 AD9093
 AD9093                          SUPERSEDED SURVEY CONTROL
 AD9093
 AD9093.No superseded survey control is available for this station.
 AD9093
 AD9093_MARKER: DB = BENCH MARK DISK
 AD9093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9093_STAMPING: 73-150.80
 AD9093_MARK LOGO: SDDT
 AD9093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9093+STABILITY: SURFACE MOTION
 AD9093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9093+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AD9093
 AD9093  HISTORY     - Date     Condition        Report By
 AD9093  HISTORY     - UNK      MONUMENTED       SDDT
 AD9093  HISTORY     - 19960711 GOOD             NGS
 AD9093
 AD9093                          STATION DESCRIPTION
 AD9093
 AD9093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9093'7.3 KM (4.55 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 AD9093'STATE HIGHWAY 34 IN HOWES, 555.0 M (1820.9 FT) SOUTH OF MILEPOST 151,
 AD9093'27.7 M (90.9 FT) WEST OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 AD9093'NORTH OF THE NORTH END OF 5 BRACED FENCE POSTS, 0.5 M (1.6 FT) EAST OF
 AD9093'A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AD9093'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD9093'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9092 ***********************************************************************
 AD9092  DESIGNATION -  73 151.00
 AD9092  PID         -  AD9092
 AD9092  STATE/COUNTY-  SD/MEADE
 AD9092  COUNTRY     -  US
 AD9092  USGS QUAD   -  LEMMON CREEK (2017)
 AD9092
 AD9092                         *CURRENT SURVEY CONTROL
 AD9092  ______________________________________________________________________
 AD9092* NAD 83(1986) POSITION- 44 41 17.12   (N) 102 03 16.39   (W)   HD_HELD1
 AD9092* NAVD 88 ORTHO HEIGHT -   759.105 (meters)     2490.50  (feet) ADJUSTED
 AD9092  ______________________________________________________________________
 AD9092  GEOID HEIGHT    -        -19.772 (meters)                     GEOID18
 AD9092  DYNAMIC HEIGHT  -        758.931 (meters)     2489.93  (feet) COMP
 AD9092  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 AD9092
 AD9092  VERT ORDER      -  FIRST     CLASS II
 AD9092
 AD9092.The horizontal coordinates were determined by differentially corrected
 AD9092.hand held GPS observations or other comparable positioning techniques
 AD9092.and have an estimated accuracy of +/- 3 meters.
 AD9092
 AD9092.The orthometric height was determined by differential leveling and
 AD9092.adjusted by the NATIONAL GEODETIC SURVEY
 AD9092.in July 1998.
 AD9092
 AD9092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9092.GEOID18 height accuracy estimate available here.
 AD9092
 AD9092.Click photographs - Photos may exist for this station.
 AD9092
 AD9092.The dynamic height is computed by dividing the NAVD 88
 AD9092.geopotential number by the normal gravity value computed on the
 AD9092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9092.degrees latitude (g = 980.6199 gals.).
 AD9092
 AD9092.The modeled gravity was interpolated from observed gravity values.
 AD9092
 AD9092;                    North         East    Units  Estimated Accuracy
 AD9092;SPC SD N     -    97,048.7     437,152.7     MT  (+/- 3 meters HH1 GPS) 
 AD9092
 AD9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3340352522(NAD 83)
 AD9092
 AD9092                          SUPERSEDED SURVEY CONTROL
 AD9092
 AD9092.No superseded survey control is available for this station.
 AD9092
 AD9092_MARKER: Z = SEE DESCRIPTION
 AD9092_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9092_STAMPING: 73-151.00 1995
 AD9092_MARK LOGO: NGS
 AD9092_PROJECTION: FLUSH
 AD9092_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9092+STABILITY: POSITION/ELEVATION WELL
 AD9092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9092+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AD9092_ROD/PIPE-DEPTH: 6.4 meters
 AD9092_SLEEVE-DEPTH  : 4.0 meters
 AD9092
 AD9092  HISTORY     - Date     Condition        Report By
 AD9092  HISTORY     - 1995     MONUMENTED       SDDT
 AD9092  HISTORY     - 19960711 GOOD             NGS
 AD9092
 AD9092                          STATION DESCRIPTION
 AD9092
 AD9092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9092'7.9 KM (4.90 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 AD9092'STATE HIGHWAY 34 IN HOWES, 33.1 M (108.6 FT) SOUTHWEST OF MILEPOST
 AD9092'151, 22.1 M (72.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3
 AD9092'FT) NORTHWEST OF THE NORTH END OF 4 BRACED FENCE POSTS, 1.0 M (3.3 FT)
 AD9092'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 AD9092'POST AND FENCE, AND 0.3 M (1.0 FT) SOUTHWEST OF A METAL GUARD POST.
 AD9092'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AD9092'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AD9092'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD9092'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9091 ***********************************************************************
 AD9091  DESIGNATION -  73 154.91
 AD9091  PID         -  AD9091
 AD9091  STATE/COUNTY-  SD/MEADE
 AD9091  COUNTRY     -  US
 AD9091  USGS QUAD   -  LEMMON CREEK (2017)
 AD9091
 AD9091                         *CURRENT SURVEY CONTROL
 AD9091  ______________________________________________________________________
 AD9091* NAD 83(1986) POSITION- 44 44 35.     (N) 102 03 20.     (W)   SCALED
 AD9091* NAVD 88 ORTHO HEIGHT -   672.732 (meters)     2207.12  (feet) ADJUSTED
 AD9091  ______________________________________________________________________
 AD9091  GEOID HEIGHT    -        -19.764 (meters)                     GEOID18
 AD9091  DYNAMIC HEIGHT  -        672.583 (meters)     2206.63  (feet) COMP
 AD9091  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 AD9091
 AD9091  VERT ORDER      -  FIRST     CLASS II
 AD9091
 AD9091.The horizontal coordinates were scaled from a map and have
 AD9091.an estimated accuracy of +/- 6 seconds.
 AD9091
 AD9091.The orthometric height was determined by differential leveling and
 AD9091.adjusted by the NATIONAL GEODETIC SURVEY
 AD9091.in July 1998.
 AD9091
 AD9091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9091.GEOID18 height accuracy estimate available here.
 AD9091
 AD9091.Click photographs - Photos may exist for this station.
 AD9091
 AD9091.The dynamic height is computed by dividing the NAVD 88
 AD9091.geopotential number by the normal gravity value computed on the
 AD9091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9091.degrees latitude (g = 980.6199 gals.).
 AD9091
 AD9091.The modeled gravity was interpolated from observed gravity values.
 AD9091
 AD9091;                    North         East    Units  Estimated Accuracy
 AD9091;SPC SD N     -   103,160.      437,230.      MT  (+/- 180 meters Scaled)
 AD9091
 AD9091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK331586(NAD 83)
 AD9091
 AD9091                          SUPERSEDED SURVEY CONTROL
 AD9091
 AD9091.No superseded survey control is available for this station.
 AD9091
 AD9091_MARKER: DB = BENCH MARK DISK
 AD9091_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD9091_SP_SET: ABUTMENT
 AD9091_STAMPING: 73-154.91
 AD9091_MARK LOGO: SDDT
 AD9091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9091+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AD9091
 AD9091  HISTORY     - Date     Condition        Report By
 AD9091  HISTORY     - UNK      MONUMENTED       SDDT
 AD9091  HISTORY     - 19960711 GOOD             NGS
 AD9091
 AD9091                          STATION DESCRIPTION
 AD9091
 AD9091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9091'14.1 KM (8.75 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 AD9091'OF STATE HIGHWAY 34 IN HOWES, IN TOP OF AND 1.9 M (6.2 FT) WEST OF THE
 AD9091'EAST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 AD9091'CHERRY CREEK, 147.4 M (483.6 FT) SOUTH OF MILEPOST 155, 5.5 M (18.0
 AD9091'FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.1 M (0.3 FT) BELOW THE LEVEL
 AD9091'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7940 ***********************************************************************
 AC7940  CBN         -  This is a Cooperative Base Network Control Station.
 AC7940  DESIGNATION -  73 160.01
 AC7940  PID         -  AC7940
 AC7940  STATE/COUNTY-  SD/MEADE
 AC7940  COUNTRY     -  US
 AC7940  USGS QUAD   -  AVANCE SE (2017)
 AC7940
 AC7940                         *CURRENT SURVEY CONTROL
 AC7940  ______________________________________________________________________
 AC7940* NAD 83(2011) POSITION- 44 48 59.16801(N) 102 03 08.18594(W)   ADJUSTED
 AC7940* NAD 83(2011) ELLIP HT-   701.785 (meters)        (06/27/12)   ADJUSTED
 AC7940* NAD 83(2011) EPOCH   -  2010.00
 AC7940* NAVD 88 ORTHO HEIGHT -   721.500 (meters)     2367.12  (feet) ADJUSTED
 AC7940  ______________________________________________________________________
 AC7940  GEOID HEIGHT    -        -19.711 (meters)                     GEOID18
 AC7940  NAD 83(2011) X  -   -946,402.168 (meters)                     COMP
 AC7940  NAD 83(2011) Y  - -4,432,582.814 (meters)                     COMP
 AC7940  NAD 83(2011) Z  -  4,473,395.337 (meters)                     COMP
 AC7940  LAPLACE CORR    -         -7.36  (seconds)                    DEFLEC18
 AC7940  DYNAMIC HEIGHT  -        721.345 (meters)     2366.61  (feet) COMP
 AC7940  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 AC7940
 AC7940  VERT ORDER      -  FIRST     CLASS II
 AC7940
 AC7940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7940  Standards:
 AC7940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7940  -------------------------------------------------------------------
 AC7940  NETWORK    0.79   2.25           0.37   0.25   1.15     -0.11497878
 AC7940  -------------------------------------------------------------------
 AC7940  Click here for local accuracies and other accuracy information.
 AC7940
 AC7940.The horizontal coordinates were established by GPS observations
 AC7940.and adjusted by the National Geodetic Survey in June 2012.
 AC7940
 AC7940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7940.been affixed to the stable North American tectonic plate. See 
 AC7940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7940
 AC7940.The horizontal coordinates are valid at the epoch date displayed above
 AC7940.which is a decimal equivalence of Year/Month/Day.
 AC7940
 AC7940.The orthometric height was determined by differential leveling and
 AC7940.adjusted by the NATIONAL GEODETIC SURVEY
 AC7940.in July 1998.
 AC7940
 AC7940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7940.GEOID18 height accuracy estimate available here.
 AC7940
 AC7940.Click photographs - Photos may exist for this station.
 AC7940
 AC7940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7940
 AC7940.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7940
 AC7940.The ellipsoidal height was determined by GPS observations
 AC7940.and is referenced to NAD 83.
 AC7940
 AC7940.The dynamic height is computed by dividing the NAVD 88
 AC7940.geopotential number by the normal gravity value computed on the
 AC7940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7940.degrees latitude (g = 980.6199 gals.).
 AC7940
 AC7940.The modeled gravity was interpolated from observed gravity values.
 AC7940
 AC7940. The following values were computed from the NAD 83(2011) position.
 AC7940
 AC7940;                    North         East     Units Scale Factor Converg.
 AC7940;SPC SD N     -   111,301.672   437,694.767   MT  0.99994747   -1 27 08.9
 AC7940;SPC SD N     -   365,162.24  1,436,003.58   sFT  0.99994747   -1 27 08.9
 AC7940;UTM  13      - 4,966,786.691   733,067.327   MT  1.00026802   +2 04 43.0
 AC7940;UTM  14      - 4,967,092.041   258,666.360   MT  1.00031625   -2 09 08.6
 AC7940
 AC7940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7940!SPC SD N     -   0.99988998  x   0.99994747  =   0.99983745
 AC7940!UTM  13      -   0.99988998  x   1.00026802  =   1.00015797
 AC7940!UTM  14      -   0.99988998  x   1.00031625  =   1.00020619
 AC7940
 AC7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3306766786(NAD 83)
 AC7940
 AC7940                          SUPERSEDED SURVEY CONTROL
 AC7940
 AC7940  NAD 83(2007)-  44 48 59.16793(N)    102 03 08.18711(W) AD(2002.00) 0
 AC7940  ELLIP H (02/10/07)  701.805  (m)                       GP(2002.00)    
 AC7940  ELLIP H (04/15/04)  701.796  (m)                       GP(       ) 2 1
 AC7940  NAD 83(1996)-  44 48 59.16737(N)    102 03 08.18682(W) AD(       ) B
 AC7940  ELLIP H (04/18/97)  701.861  (m)                       GP(       ) 4 1
 AC7940  NAVD 88 (04/18/97)  721.5    (m)  GEOID96  model used  GPS OBS        
 AC7940
 AC7940.Superseded values are not recommended for survey control.
 AC7940
 AC7940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7940.See file dsdata.pdf to determine how the superseded data were derived.
 AC7940
 AC7940_MARKER: Z = SEE DESCRIPTION
 AC7940_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7940_STAMPING: 73-160.01 1995
 AC7940_MARK LOGO: NGS
 AC7940_PROJECTION: FLUSH
 AC7940_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7940+STABILITY: POSITION/ELEVATION WELL
 AC7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7940+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7940_ROD/PIPE-DEPTH: 6.4 meters
 AC7940_SLEEVE-DEPTH  : 1.8 meters
 AC7940
 AC7940  HISTORY     - Date     Condition        Report By
 AC7940  HISTORY     - 1995     MONUMENTED       SDDT
 AC7940  HISTORY     - 19960711 GOOD             NGS
 AC7940  HISTORY     - 19960927 GOOD             SDDT
 AC7940
 AC7940                          STATION DESCRIPTION
 AC7940
 AC7940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7940'22.3 KM (13.85 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 AC7940'OF STATE HIGHWAY 34 IN HOWES, 23.3 M (76.4 FT) EAST OF THE HIGHWAY
 AC7940'CENTERLINE, 16.4 M (53.8 FT) NORTHEAST OF MILEPOST 160, 6.4 M (21.0
 AC7940'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT)
 AC7940'WEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AC7940'THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST. NOTE--THE
 AC7940'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 AC7940'IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AC7940'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7940
 AC7940                          STATION RECOVERY (1996)
 AC7940
 AC7940'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (DFC)
 AC7940'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTH OF FAITH AND 14.0
 AC7940'MI (22.5 KM) NORTH OF HOWES ON STATE HIGHWAY 73.  OWNERSHIP--THE STATE
 AC7940'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC7940'HIGHWAY 73 AND 34 IN HOWES, GO NORTH ON STATE HIGHWAY 73 FOR 14.1 MI
 AC7940'(22.7 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC7940'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7940'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 77.0 FT (23.5
 AC7940'M) EAST OF THE HIGHWAY CENTER, 19.0 FT (5.8 M) NORTH OF THE CENTER OF
 AC7940'A FIELD ENTRANCE ROAD, 1.0 FT (0.3 M) WEST OF A WITNESS POST AND
 AC7940'FENCE, AND 1.0 FT (0.3 M) EAST OF A METAL GUARD POST. NOTE--ACCESS TO
 AC7940'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7940'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9089 ***********************************************************************
 AD9089  DESIGNATION -  73 162.28
 AD9089  PID         -  AD9089
 AD9089  STATE/COUNTY-  SD/MEADE
 AD9089  COUNTRY     -  US
 AD9089  USGS QUAD   -  AVANCE SE (2017)
 AD9089
 AD9089                         *CURRENT SURVEY CONTROL
 AD9089  ______________________________________________________________________
 AD9089* NAD 83(1986) POSITION- 44 50 57.     (N) 102 02 44.     (W)   SCALED
 AD9089* NAVD 88 ORTHO HEIGHT -   708.357 (meters)     2324.00  (feet) ADJUSTED
 AD9089  ______________________________________________________________________
 AD9089  GEOID HEIGHT    -        -19.695 (meters)                     GEOID18
 AD9089  DYNAMIC HEIGHT  -        708.206 (meters)     2323.51  (feet) COMP
 AD9089  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 AD9089
 AD9089  VERT ORDER      -  FIRST     CLASS II
 AD9089
 AD9089.The horizontal coordinates were scaled from a map and have
 AD9089.an estimated accuracy of +/- 6 seconds.
 AD9089
 AD9089.The orthometric height was determined by differential leveling and
 AD9089.adjusted by the NATIONAL GEODETIC SURVEY
 AD9089.in July 1998.
 AD9089
 AD9089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9089.GEOID18 height accuracy estimate available here.
 AD9089
 AD9089.Click photographs - Photos may exist for this station.
 AD9089
 AD9089.The dynamic height is computed by dividing the NAVD 88
 AD9089.geopotential number by the normal gravity value computed on the
 AD9089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9089.degrees latitude (g = 980.6199 gals.).
 AD9089
 AD9089.The modeled gravity was interpolated from observed gravity values.
 AD9089
 AD9089;                    North         East    Units  Estimated Accuracy
 AD9089;SPC SD N     -   114,920.      438,320.      MT  (+/- 180 meters Scaled)
 AD9089
 AD9089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK334704(NAD 83)
 AD9089
 AD9089                          SUPERSEDED SURVEY CONTROL
 AD9089
 AD9089.No superseded survey control is available for this station.
 AD9089
 AD9089_MARKER: DD = SURVEY DISK
 AD9089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9089_STAMPING: 73-162.28 1995
 AD9089_MARK LOGO: SDDT
 AD9089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9089+STABILITY: SURFACE MOTION
 AD9089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9089+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AD9089
 AD9089  HISTORY     - Date     Condition        Report By
 AD9089  HISTORY     - 1995     MONUMENTED       SDDT
 AD9089  HISTORY     - 19960711 GOOD             NGS
 AD9089
 AD9089                          STATION DESCRIPTION
 AD9089
 AD9089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9089'19.4 KM (12.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 AD9089'OF U.S. HIGHWAY 212 IN FAITH, 432.0 M (1417.3 FT) NORTH OF MILEPOST
 AD9089'162, 22.9 M (75.1 FT) WEST OF THE HIGHWAY CENTERLINE, 16.5 M (54.1 FT)
 AD9089'NORTH OF THE CENTER OF COUNTY ROAD 32, 1.4 M (4.6 FT) NORTH OF A FENCE
 AD9089'CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AD9089'EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AD9089'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9088 ***********************************************************************
 AD9088  DESIGNATION -  73 164.98
 AD9088  PID         -  AD9088
 AD9088  STATE/COUNTY-  SD/MEADE
 AD9088  COUNTRY     -  US
 AD9088  USGS QUAD   -  DURKEE LAKE (2017)
 AD9088
 AD9088                         *CURRENT SURVEY CONTROL
 AD9088  ______________________________________________________________________
 AD9088* NAD 83(1986) POSITION- 44 53 16.81   (N) 102 02 43.00   (W)   HD_HELD1
 AD9088* NAVD 88 ORTHO HEIGHT -   746.633 (meters)     2449.58  (feet) ADJUSTED
 AD9088  ______________________________________________________________________
 AD9088  GEOID HEIGHT    -        -19.645 (meters)                     GEOID18
 AD9088  DYNAMIC HEIGHT  -        746.476 (meters)     2449.06  (feet) COMP
 AD9088  MODELED GRAVITY -    980,383.1   (mgal)                       NAVD 88
 AD9088
 AD9088  VERT ORDER      -  FIRST     CLASS II
 AD9088
 AD9088.The horizontal coordinates were determined by differentially corrected
 AD9088.hand held GPS observations or other comparable positioning techniques
 AD9088.and have an estimated accuracy of +/- 3 meters.
 AD9088
 AD9088.The orthometric height was determined by differential leveling and
 AD9088.adjusted by the NATIONAL GEODETIC SURVEY
 AD9088.in July 1998.
 AD9088
 AD9088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9088.GEOID18 height accuracy estimate available here.
 AD9088
 AD9088.Click photographs - Photos may exist for this station.
 AD9088
 AD9088.The dynamic height is computed by dividing the NAVD 88
 AD9088.geopotential number by the normal gravity value computed on the
 AD9088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9088.degrees latitude (g = 980.6199 gals.).
 AD9088
 AD9088.The modeled gravity was interpolated from observed gravity values.
 AD9088
 AD9088;                    North         East    Units  Estimated Accuracy
 AD9088;SPC SD N     -   119,237.9     438,448.8     MT  (+/- 3 meters HH1 GPS) 
 AD9088
 AD9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3333174756(NAD 83)
 AD9088
 AD9088                          SUPERSEDED SURVEY CONTROL
 AD9088
 AD9088.No superseded survey control is available for this station.
 AD9088
 AD9088_MARKER: Z = SEE DESCRIPTION
 AD9088_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9088_STAMPING: 73-164.98 1995
 AD9088_MARK LOGO: NGS
 AD9088_PROJECTION: FLUSH
 AD9088_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9088+STABILITY: POSITION/ELEVATION WELL
 AD9088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9088+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AD9088_ROD/PIPE-DEPTH: 6.4 meters
 AD9088_SLEEVE-DEPTH  : 4.0 meters
 AD9088
 AD9088  HISTORY     - Date     Condition        Report By
 AD9088  HISTORY     - 1995     MONUMENTED       SDDT
 AD9088  HISTORY     - 19960711 GOOD             NGS
 AD9088
 AD9088                          STATION DESCRIPTION
 AD9088
 AD9088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9088'15.1 KM (9.40 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 AD9088'OF U.S. HIGHWAY 212 IN FAITH, 72.4 M (237.5 FT) SOUTH OF MILEPOST 165,
 AD9088'22.8 M (74.8 FT) WEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) EAST
 AD9088'OF A WITNESS POST AND THE CENTER OF 6 BRACED FENCE POSTS, 0.3 M (1.0
 AD9088'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A METAL
 AD9088'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 AD9088'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AD9088'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD9088'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9087 ***********************************************************************
 AD9087  DESIGNATION -  73 169.30
 AD9087  PID         -  AD9087
 AD9087  STATE/COUNTY-  SD/MEADE
 AD9087  COUNTRY     -  US
 AD9087  USGS QUAD   -  DURKEE LAKE (2017)
 AD9087
 AD9087                         *CURRENT SURVEY CONTROL
 AD9087  ______________________________________________________________________
 AD9087* NAD 83(1986) POSITION- 44 57 03.30   (N) 102 02 40.67   (W)   HD_HELD1
 AD9087* NAVD 88 ORTHO HEIGHT -   737.385 (meters)     2419.24  (feet) ADJUSTED
 AD9087  ______________________________________________________________________
 AD9087  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 AD9087  DYNAMIC HEIGHT  -        737.233 (meters)     2418.74  (feet) COMP
 AD9087  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 AD9087
 AD9087  VERT ORDER      -  FIRST     CLASS II
 AD9087
 AD9087.The horizontal coordinates were determined by differentially corrected
 AD9087.hand held GPS observations or other comparable positioning techniques
 AD9087.and have an estimated accuracy of +/- 3 meters.
 AD9087
 AD9087.The orthometric height was determined by differential leveling and
 AD9087.adjusted by the NATIONAL GEODETIC SURVEY
 AD9087.in July 1998.
 AD9087
 AD9087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9087.GEOID18 height accuracy estimate available here.
 AD9087
 AD9087.Click photographs - Photos may exist for this station.
 AD9087
 AD9087.The dynamic height is computed by dividing the NAVD 88
 AD9087.geopotential number by the normal gravity value computed on the
 AD9087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9087.degrees latitude (g = 980.6199 gals.).
 AD9087
 AD9087.The modeled gravity was interpolated from observed gravity values.
 AD9087
 AD9087;                    North         East    Units  Estimated Accuracy
 AD9087;SPC SD N     -   126,225.6     438,676.5     MT  (+/- 3 meters HH1 GPS) 
 AD9087
 AD9087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3312781747(NAD 83)
 AD9087
 AD9087                          SUPERSEDED SURVEY CONTROL
 AD9087
 AD9087.No superseded survey control is available for this station.
 AD9087
 AD9087_MARKER: Z = SEE DESCRIPTION
 AD9087_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9087_STAMPING: 73-169.30 1995
 AD9087_MARK LOGO: NGS
 AD9087_PROJECTION: FLUSH
 AD9087_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9087+STABILITY: POSITION/ELEVATION WELL
 AD9087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9087+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AD9087_ROD/PIPE-DEPTH: 6.4 meters
 AD9087_SLEEVE-DEPTH  : 4.0 meters
 AD9087
 AD9087  HISTORY     - Date     Condition        Report By
 AD9087  HISTORY     - 1995     MONUMENTED       SDDT
 AD9087  HISTORY     - 19960711 GOOD             NGS
 AD9087
 AD9087                          STATION DESCRIPTION
 AD9087
 AD9087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9087'8.2 KM (5.10 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 AD9087'U.S. HIGHWAY 212 IN FAITH, 528.0 M (1732.3 FT) NORTH OF MILEPOST 169,
 AD9087'28.3 M (92.8 FT) EAST OF THE HIGHWAY CENTERLINE, 16.4 M (53.8 FT)
 AD9087'NORTH OF THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3 FT) WEST OF A
 AD9087'WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AD9087'AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT
 AD9087'IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 AD9087'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AD9087'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8954 ***********************************************************************
 AD8954  DESIGNATION -  73 177.67
 AD8954  PID         -  AD8954
 AD8954  STATE/COUNTY-  SD/MEADE
 AD8954  COUNTRY     -  US
 AD8954  USGS QUAD   -  FAITH (2017)
 AD8954
 AD8954                         *CURRENT SURVEY CONTROL
 AD8954  ______________________________________________________________________
 AD8954* NAD 83(1986) POSITION- 45 01 27.     (N) 102 06 37.     (W)   SCALED
 AD8954* NAVD 88 ORTHO HEIGHT -   783.803 (meters)     2571.53  (feet) ADJUSTED
 AD8954  ______________________________________________________________________
 AD8954  GEOID HEIGHT    -        -19.271 (meters)                     GEOID18
 AD8954  DYNAMIC HEIGHT  -        783.646 (meters)     2571.01  (feet) COMP
 AD8954  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 AD8954
 AD8954  VERT ORDER      -  FIRST     CLASS II
 AD8954
 AD8954.The horizontal coordinates were scaled from a map and have
 AD8954.an estimated accuracy of +/- 6 seconds.
 AD8954
 AD8954.The orthometric height was determined by differential leveling and
 AD8954.adjusted by the NATIONAL GEODETIC SURVEY
 AD8954.in July 1998.
 AD8954
 AD8954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8954.GEOID18 height accuracy estimate available here.
 AD8954
 AD8954.Click photographs - Photos may exist for this station.
 AD8954
 AD8954.The dynamic height is computed by dividing the NAVD 88
 AD8954.geopotential number by the normal gravity value computed on the
 AD8954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8954.degrees latitude (g = 980.6199 gals.).
 AD8954
 AD8954.The modeled gravity was interpolated from observed gravity values.
 AD8954
 AD8954;                    North         East    Units  Estimated Accuracy
 AD8954;SPC SD N     -   134,500.      433,710.      MT  (+/- 180 meters Scaled)
 AD8954
 AD8954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK276896(NAD 83)
 AD8954
 AD8954                          SUPERSEDED SURVEY CONTROL
 AD8954
 AD8954.No superseded survey control is available for this station.
 AD8954
 AD8954_MARKER: Z = SEE DESCRIPTION
 AD8954_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD8954_STAMPING: 73-177.67 1995
 AD8954_MARK LOGO: NGS
 AD8954_PROJECTION: FLUSH
 AD8954_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD8954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8954+STABILITY: POSITION/ELEVATION WELL
 AD8954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8954+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8954_ROD/PIPE-DEPTH: 6.4 meters
 AD8954_SLEEVE-DEPTH  : 4.0 meters
 AD8954
 AD8954  HISTORY     - Date     Condition        Report By
 AD8954  HISTORY     - 1995     MONUMENTED       SDDT
 AD8954  HISTORY     - 19960425 GOOD             NGS
 AD8954
 AD8954                          STATION DESCRIPTION
 AD8954
 AD8954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8954'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 AD8954'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.1 KM (0.05 MI)
 AD8954'NORTHERLY ALONG STATE HIGHWAY 73, 602.0 M (1975.1 FT) SOUTH OF
 AD8954'MILEPOST 178, 14.1 M (46.3 FT) WEST OF THE HIGHWAY CENTERLINE, 0.5 M
 AD8954'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A
 AD8954'WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A METAL GUARD POST. NOTE--THE
 AD8954'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN IRON PIPE CAP
 AD8954'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AD8954'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AD8954'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7977 ***********************************************************************
 AC7977  CBN         -  This is a Cooperative Base Network Control Station.
 AC7977  DESIGNATION -  73 191.00
 AC7977  PID         -  AC7977
 AC7977  STATE/COUNTY-  SD/PERKINS
 AC7977  COUNTRY     -  US
 AC7977  USGS QUAD   -  FAITH NW (2017)
 AC7977
 AC7977                         *CURRENT SURVEY CONTROL
 AC7977  ______________________________________________________________________
 AC7977* NAD 83(2011) POSITION- 45 12 37.61487(N) 102 09 39.30488(W)   ADJUSTED
 AC7977* NAD 83(2011) ELLIP HT-   684.938 (meters)        (06/27/12)   ADJUSTED
 AC7977* NAD 83(2011) EPOCH   -  2010.00
 AC7977* NAVD 88 ORTHO HEIGHT -   703.9   (meters)     2309.    (feet) GPS OBS
 AC7977  ______________________________________________________________________
 AC7977  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7977  GEOID HEIGHT    -        -18.881 (meters)                     GEOID96
 AC7977  GEOID HEIGHT    -        -19.015 (meters)                     GEOID18
 AC7977  NAD 83(2011) X  -   -948,278.298 (meters)                     COMP
 AC7977  NAD 83(2011) Y  - -4,400,490.685 (meters)                     COMP
 AC7977  NAD 83(2011) Z  -  4,504,341.883 (meters)                     COMP
 AC7977  LAPLACE CORR    -         -5.63  (seconds)                    DEFLEC18
 AC7977
 AC7977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7977  Standards:
 AC7977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7977  -------------------------------------------------------------------
 AC7977  NETWORK    0.93   2.76           0.44   0.29   1.41     -0.11875457
 AC7977  -------------------------------------------------------------------
 AC7977  Click here for local accuracies and other accuracy information.
 AC7977
 AC7977.The horizontal coordinates were established by GPS observations
 AC7977.and adjusted by the National Geodetic Survey in June 2012.
 AC7977
 AC7977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7977.been affixed to the stable North American tectonic plate. See 
 AC7977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7977
 AC7977.The horizontal coordinates are valid at the epoch date displayed above
 AC7977.which is a decimal equivalence of Year/Month/Day.
 AC7977
 AC7977.The orthometric height was determined by GPS observations and a
 AC7977.high-resolution geoid model.
 AC7977
 AC7977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7977.GEOID18 height accuracy estimate available here.
 AC7977
 AC7977.Click photographs - Photos may exist for this station.
 AC7977
 AC7977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7977
 AC7977.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7977
 AC7977.The ellipsoidal height was determined by GPS observations
 AC7977.and is referenced to NAD 83.
 AC7977
 AC7977. The following values were computed from the NAD 83(2011) position.
 AC7977
 AC7977;                    North         East     Units Scale Factor Converg.
 AC7977;SPC SD N     -   155,294.554   430,273.160   MT  0.99994297   -1 31 45.7
 AC7977;SPC SD N     -   509,495.55  1,411,654.53   sFT  0.99994297   -1 31 45.7
 AC7977;UTM  13      - 5,010,250.658   722,941.891   MT  1.00021117   +2 00 56.6
 AC7977
 AC7977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7977!SPC SD N     -   0.99989263  x   0.99994297  =   0.99983560
 AC7977!UTM  13      -   0.99989263  x   1.00021117  =   1.00010377
 AC7977
 AC7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2294110250(NAD 83)
 AC7977
 AC7977                          SUPERSEDED SURVEY CONTROL
 AC7977
 AC7977  NAD 83(2007)-  45 12 37.61479(N)    102 09 39.30605(W) AD(2002.00) 0
 AC7977  ELLIP H (02/10/07)  684.959  (m)                       GP(2002.00)    
 AC7977  ELLIP H (04/15/04)  684.953  (m)                       GP(       ) 2 1
 AC7977  NAD 83(1996)-  45 12 37.61421(N)    102 09 39.30568(W) AD(       ) B
 AC7977  ELLIP H (04/18/97)  685.022  (m)                       GP(       ) 4 1
 AC7977
 AC7977.Superseded values are not recommended for survey control.
 AC7977
 AC7977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7977.See file dsdata.pdf to determine how the superseded data were derived.
 AC7977
 AC7977_MARKER: Z = SEE DESCRIPTION
 AC7977_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7977_STAMPING: 73-191.00 1995
 AC7977_MARK LOGO: NGS
 AC7977_PROJECTION: FLUSH
 AC7977_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7977+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1996
 AC7977_ROD/PIPE-DEPTH: 6.4 meters
 AC7977_SLEEVE-DEPTH  : 1.8 meters
 AC7977
 AC7977  HISTORY     - Date     Condition        Report By
 AC7977  HISTORY     - 1995     MONUMENTED       SDDT
 AC7977  HISTORY     - 19960928 GOOD             NGS
 AC7977
 AC7977                          STATION DESCRIPTION
 AC7977
 AC7977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7977'THE STATION IS LOCATED ABOUT 50.0 MI (80.5 KM) SOUTH OF LEMMON AND
 AC7977'17.0 MI (27.4 KM) NORTHWEST OF FAITH, ON STATE HIGHWAY 73.
 AC7977'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7977'JUNCTION OF STATE HIGHWAY 73 NORTH AND U.S. HIGHWAY 212, 3.0 MI (4.8
 AC7977'KM) WEST OF FAITH, GO NORTH ON STATE HIGHWAY 73 FOR 13.0 MI (20.9 KM)
 AC7977'TO A BRIDGE SPANNING THE MOREAU RIVER, CONTINUE NORTH ON STATE HIGHWAY
 AC7977'73 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AC7977'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7977'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 26.7 M
 AC7977'(87.6 FT) WEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) EAST OF A
 AC7977'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) WEST OF A METAL GUARD POST.
 AC7977'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7977'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7890 ***********************************************************************
 AC7890  CBN         -  This is a Cooperative Base Network Control Station.
 AC7890  DESIGNATION -  73 225.48
 AC7890  PID         -  AC7890
 AC7890  STATE/COUNTY-  SD/PERKINS
 AC7890  COUNTRY     -  US
 AC7890  USGS QUAD   -  MEADOW NW (2017)
 AC7890
 AC7890                         *CURRENT SURVEY CONTROL
 AC7890  ______________________________________________________________________
 AC7890* NAD 83(2011) POSITION- 45 42 16.56575(N) 102 10 08.57341(W)   ADJUSTED
 AC7890* NAD 83(2011) ELLIP HT-   733.775 (meters)        (06/27/12)   ADJUSTED
 AC7890* NAD 83(2011) EPOCH   -  2010.00
 AC7890* NAVD 88 ORTHO HEIGHT -   752.7   (meters)     2469.    (feet) GPS OBS
 AC7890  ______________________________________________________________________
 AC7890  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7890  GEOID HEIGHT    -        -18.720 (meters)                     GEOID96
 AC7890  GEOID HEIGHT    -        -18.908 (meters)                     GEOID18
 AC7890  NAD 83(2011) X  -   -940,657.704 (meters)                     COMP
 AC7890  NAD 83(2011) Y  - -4,362,121.441 (meters)                     COMP
 AC7890  NAD 83(2011) Z  -  4,542,904.191 (meters)                     COMP
 AC7890  LAPLACE CORR    -         -7.20  (seconds)                    DEFLEC18
 AC7890
 AC7890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7890  Standards:
 AC7890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7890  -------------------------------------------------------------------
 AC7890  NETWORK    1.11   3.43           0.52   0.35   1.75     -0.09119099
 AC7890  -------------------------------------------------------------------
 AC7890  Click here for local accuracies and other accuracy information.
 AC7890
 AC7890.The horizontal coordinates were established by GPS observations
 AC7890.and adjusted by the National Geodetic Survey in June 2012.
 AC7890
 AC7890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7890.been affixed to the stable North American tectonic plate. See 
 AC7890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7890
 AC7890.The horizontal coordinates are valid at the epoch date displayed above
 AC7890.which is a decimal equivalence of Year/Month/Day.
 AC7890
 AC7890.The orthometric height was determined by GPS observations and a
 AC7890.high-resolution geoid model.
 AC7890
 AC7890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7890.GEOID18 height accuracy estimate available here.
 AC7890
 AC7890.Click photographs - Photos may exist for this station.
 AC7890
 AC7890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7890
 AC7890.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7890
 AC7890.The ellipsoidal height was determined by GPS observations
 AC7890.and is referenced to NAD 83.
 AC7890
 AC7890. The following values were computed from the NAD 83(2011) position.
 AC7890
 AC7890;                    North         East     Units Scale Factor Converg.
 AC7890;SPC SD N     -   210,210.649   431,105.994   MT  1.00000417   -1 32 06.4
 AC7890;SPC SD N     -   689,666.10  1,414,386.92   sFT  1.00000417   -1 32 06.4
 AC7890;UTM  13      - 5,065,125.771   720,368.638   MT  1.00019708   +2 01 37.4
 AC7890
 AC7890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7890!SPC SD N     -   0.99988498  x   1.00000417  =   0.99988915
 AC7890!UTM  13      -   0.99988498  x   1.00019708  =   1.00008203
 AC7890
 AC7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2036865125(NAD 83)
 AC7890
 AC7890                          SUPERSEDED SURVEY CONTROL
 AC7890
 AC7890  NAD 83(2007)-  45 42 16.56565(N)    102 10 08.57451(W) AD(2002.00) 0
 AC7890  ELLIP H (02/10/07)  733.801  (m)                       GP(2002.00)    
 AC7890  ELLIP H (04/15/04)  733.806  (m)                       GP(       ) 2 1
 AC7890  NAD 83(1996)-  45 42 16.56503(N)    102 10 08.57406(W) AD(       ) B
 AC7890  ELLIP H (04/18/97)  733.878  (m)                       GP(       ) 4 1
 AC7890
 AC7890.Superseded values are not recommended for survey control.
 AC7890
 AC7890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7890.See file dsdata.pdf to determine how the superseded data were derived.
 AC7890
 AC7890_MARKER: Z = SEE DESCRIPTION
 AC7890_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7890_STAMPING: 73-225.48 1995
 AC7890_MARK LOGO: NGS
 AC7890_PROJECTION: FLUSH
 AC7890_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7890+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1996
 AC7890_ROD/PIPE-DEPTH: 12.8 meters
 AC7890_SLEEVE-DEPTH  : 1.8 meters
 AC7890
 AC7890  HISTORY     - Date     Condition        Report By
 AC7890  HISTORY     - 1995     MONUMENTED       SDDT
 AC7890  HISTORY     - 19960905 GOOD             NGS
 AC7890
 AC7890                          STATION DESCRIPTION
 AC7890
 AC7890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7890'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTHEAST OF BISON AND
 AC7890'16.0 MI (25.7 KM) SOUTH OF LEMMON, ON SOUTH DAKOTA HIGHWAY 73.
 AC7890'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7890'JUNCTION OF STATE HIGHWAYS 20 WEST AND 73, 14.0 MI (22.5 KM) EAST OF
 AC7890'BISON, GO NORTH ON STATE HIGHWAY 73 FOR 5.1 MI (8.2 KM) TO THE
 AC7890'JUNCTION OF COUNTY ROAD 4 ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY
 AC7890'73 FOR 7.0 MI (11.3 KM) TO THE JUNCTION OF FOREST SERVICE ROAD 5626
 AC7890'AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF
 AC7890'A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7890'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 72.0 FT (21.9 M) EAST OF THE
 AC7890'CENTERLINE OF THE HIGHWAY, 59.3 FT (18.1 M) NORTH OF A SIGN (PASTURE
 AC7890'9), 39.0 FT (11.9 M) NORTH OF THE CENTER OF THE FOREST SERVICE ROAD
 AC7890'AND A CATTLE GUARD, 2.0 FT (0.6 M) WEST OF A FENCE, 1.3 FT (0.4 M)
 AC7890'EAST OF A METAL GUARD POST, 1.2 FT (0.4 M) WEST OF A WITNESS POST, AND
 AC7890'0.15 M (0.49 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM
 AC7890'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3991 ***********************************************************************
 AI3991  DESIGNATION -  75 213.80
 AI3991  PID         -  AI3991
 AI3991  STATE/COUNTY-  SD/PERKINS
 AI3991  COUNTRY     -  US
 AI3991  USGS QUAD   -  GRANDMAS BUTTE (2017)
 AI3991
 AI3991                         *CURRENT SURVEY CONTROL
 AI3991  ______________________________________________________________________
 AI3991* NAD 83(1986) POSITION- 45 31 59.     (N) 102 38 33.     (W)   SCALED
 AI3991* NAVD 88 ORTHO HEIGHT -   841.569 (meters)     2761.05  (feet) ADJUSTED
 AI3991  ______________________________________________________________________
 AI3991  GEOID HEIGHT    -        -17.750 (meters)                     GEOID18
 AI3991  DYNAMIC HEIGHT  -        841.435 (meters)     2760.61  (feet) COMP
 AI3991  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 AI3991
 AI3991  VERT ORDER      -  FIRST     CLASS II
 AI3991
 AI3991.The horizontal coordinates were scaled from a map and have
 AI3991.an estimated accuracy of +/- 6 seconds.
 AI3991
 AI3991.The orthometric height was determined by differential leveling and
 AI3991.adjusted by the NATIONAL GEODETIC SURVEY
 AI3991.in April 2000.
 AI3991
 AI3991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3991.GEOID18 height accuracy estimate available here.
 AI3991
 AI3991.Click photographs - Photos may exist for this station.
 AI3991
 AI3991.The dynamic height is computed by dividing the NAVD 88
 AI3991.geopotential number by the normal gravity value computed on the
 AI3991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3991.degrees latitude (g = 980.6199 gals.).
 AI3991
 AI3991.The modeled gravity was interpolated from observed gravity values.
 AI3991
 AI3991;                    North         East    Units  Estimated Accuracy
 AI3991;SPC SD N     -   192,250.      393,630.      MT  (+/- 180 meters Scaled)
 AI3991
 AI3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL840448(NAD 83)
 AI3991
 AI3991                          SUPERSEDED SURVEY CONTROL
 AI3991
 AI3991.No superseded survey control is available for this station.
 AI3991
 AI3991_MARKER: DB = BENCH MARK DISK
 AI3991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3991_SP_SET: HEADWALL
 AI3991_STAMPING: 75-213.80
 AI3991_MARK LOGO: SDDT
 AI3991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3991+STABILITY: SURFACE MOTION
 AI3991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3991+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3991
 AI3991  HISTORY     - Date     Condition        Report By
 AI3991  HISTORY     - 1995     MONUMENTED       SDDT
 AI3991  HISTORY     - 19990527 GOOD             NGS
 AI3991
 AI3991                          STATION DESCRIPTION
 AI3991
 AI3991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3991'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI3991'BISON, THENCE 13.9 KM (8.65 MI) WESTERLY ALONG STATE HIGHWAY 20,
 AI3991'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG STATE HIGHWAY 75, IN TOP OF
 AI3991'AND 4.8 M (15.7 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 AI3991'HEADWALL OF BOX CULVERT NUMBER 53-150-289, 323.5 M (1061.3 FT) SOUTH
 AI3991'OF MILEPOST 214, 12.9 M (42.3 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0
 AI3991'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF
 AI3991'A WITNESS POST.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7893 ***********************************************************************
 AC7893  CBN         -  This is a Cooperative Base Network Control Station.
 AC7893  DESIGNATION -  75 227.66
 AC7893  PID         -  AC7893
 AC7893  STATE/COUNTY-  SD/PERKINS
 AC7893  COUNTRY     -  US
 AC7893  USGS QUAD   -  LITTLE NASTY CREEK (2017)
 AC7893
 AC7893                         *CURRENT SURVEY CONTROL
 AC7893  ______________________________________________________________________
 AC7893* NAD 83(2011) POSITION- 45 43 46.29962(N) 102 39 24.68047(W)   ADJUSTED
 AC7893* NAD 83(2011) ELLIP HT-   821.876 (meters)        (06/27/12)   ADJUSTED
 AC7893* NAD 83(2011) EPOCH   -  2010.00
 AC7893* NAVD 88 ORTHO HEIGHT -   839.5   (meters)     2754.    (feet) GPS OBS
 AC7893  ______________________________________________________________________
 AC7893  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7893  GEOID HEIGHT    -        -17.477 (meters)                     GEOID96
 AC7893  GEOID HEIGHT    -        -17.662 (meters)                     GEOID18
 AC7893  NAD 83(2011) X  -   -977,340.449 (meters)                     COMP
 AC7893  NAD 83(2011) Y  - -4,352,079.453 (meters)                     COMP
 AC7893  NAD 83(2011) Z  -  4,544,901.817 (meters)                     COMP
 AC7893  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC18
 AC7893
 AC7893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7893  Standards:
 AC7893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7893  -------------------------------------------------------------------
 AC7893  NETWORK    1.25   3.72           0.59   0.39   1.90     -0.10050570
 AC7893  -------------------------------------------------------------------
 AC7893  Click here for local accuracies and other accuracy information.
 AC7893
 AC7893.The horizontal coordinates were established by GPS observations
 AC7893.and adjusted by the National Geodetic Survey in June 2012.
 AC7893
 AC7893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7893.been affixed to the stable North American tectonic plate. See 
 AC7893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7893
 AC7893.The horizontal coordinates are valid at the epoch date displayed above
 AC7893.which is a decimal equivalence of Year/Month/Day.
 AC7893
 AC7893.The orthometric height was determined by GPS observations and a
 AC7893.high-resolution geoid model.
 AC7893
 AC7893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7893.GEOID18 height accuracy estimate available here.
 AC7893
 AC7893.Click photographs - Photos may exist for this station.
 AC7893
 AC7893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7893
 AC7893.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7893
 AC7893.The ellipsoidal height was determined by GPS observations
 AC7893.and is referenced to NAD 83.
 AC7893
 AC7893. The following values were computed from the NAD 83(2011) position.
 AC7893
 AC7893;                    North         East     Units Scale Factor Converg.
 AC7893;SPC SD N     -   214,111.690   393,225.911   MT  1.00000924   -1 52 49.3
 AC7893;SPC SD N     -   702,464.77  1,290,108.68   sFT  1.00000924   -1 52 49.3
 AC7893;UTM  13      - 5,066,667.028   682,315.865   MT  1.00000866   +1 40 41.8
 AC7893
 AC7893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7893!SPC SD N     -   0.99987117  x   1.00000924  =   0.99988041
 AC7893!UTM  13      -   0.99987117  x   1.00000866  =   0.99987983
 AC7893
 AC7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8231566667(NAD 83)
 AC7893
 AC7893                          SUPERSEDED SURVEY CONTROL
 AC7893
 AC7893  NAD 83(2007)-  45 43 46.29951(N)    102 39 24.68160(W) AD(2002.00) 0
 AC7893  ELLIP H (02/10/07)  821.903  (m)                       GP(2002.00)    
 AC7893  ELLIP H (04/15/04)  821.905  (m)                       GP(       ) 2 1
 AC7893  NAD 83(1996)-  45 43 46.29888(N)    102 39 24.68110(W) AD(       ) B
 AC7893  ELLIP H (04/18/97)  821.980  (m)                       GP(       ) 4 1
 AC7893
 AC7893.Superseded values are not recommended for survey control.
 AC7893
 AC7893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7893.See file dsdata.pdf to determine how the superseded data were derived.
 AC7893
 AC7893_MARKER: Z = SEE DESCRIPTION
 AC7893_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7893_STAMPING: 75-227.66 1995
 AC7893_MARK LOGO: NGS
 AC7893_PROJECTION: PROJECTING 4 CENTIMETERS
 AC7893_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7893+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1996
 AC7893_ROD/PIPE-DEPTH: 12.8 meters
 AC7893_SLEEVE-DEPTH  : 1.8 meters
 AC7893
 AC7893  HISTORY     - Date     Condition        Report By
 AC7893  HISTORY     - 1995     MONUMENTED       SDDT
 AC7893  HISTORY     - 19960903 GOOD             NGS
 AC7893
 AC7893                          STATION DESCRIPTION
 AC7893
 AC7893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7893'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTHWEST OF BISON, 6.0
 AC7893'MI (9.7 KM) SOUTH OF LODGEPOLE, AND 5.0 MI (8.0 KM) NORTH OF THE SOUTH
 AC7893'GRAND RIVER, ON STATE HIGHWAY 75.  OWNERSHIP--THE STATE OF SOUTH
 AC7893'DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN BISON, GO EAST
 AC7893'ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A PAVED
 AC7893'ROAD, TURN LEFT ON THE PAVED ROAD AND GO NORTH FOR 0.6 MI (1.0 KM) TO
 AC7893'THE JUNCTION OF STATE HIGHWAY 20, TURN LEFT ON STATE HIGHWAY 20 AND GO
 AC7893'WEST FOR 8.9 MI (14.3 KM) TO THE JUNCTION OF STATE HIGHWAY 75, TURN
 AC7893'RIGHT ON STATE HIGHWAY 75 AND GO 14.5 MI (23.3 KM) TO THE STATION ON
 AC7893'THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7893'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7893'STEEL PIPE.  LOCATED 300.0 M (984.2 FT) SOUTH OF THE CENTER OF COUNTY
 AC7893'ROAD 3, 155.0 M (508.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 AC7893'FREDLUND SCHOOL, 22.7 M (74.5 FT) WEST OF THE HIGHWAY CENTERLINE, 5.9
 AC7893'M (19.4 FT) NORTH-NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M
 AC7893'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST-NORTHWEST
 AC7893'OF A METAL GUARD POST, 0.4 M (1.3 FT) EAST-SOUTHEAST OF A WITNESS POST
 AC7893'AND FENCE, AND 0.12 M (0.39 FT) BELOW THE GROUND SURFACE.
 AC7893'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7893'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0377 ***********************************************************************
 PT0377  DESIGNATION -  76
 PT0377  PID         -  PT0377
 PT0377  STATE/COUNTY-  SD/HAAKON
 PT0377  COUNTRY     -  US
 PT0377  USGS QUAD   -  CHERRY CREEK (2017)
 PT0377
 PT0377                         *CURRENT SURVEY CONTROL
 PT0377  ______________________________________________________________________
 PT0377* NAD 83(1986) POSITION- 44 35 51.     (N) 101 28 51.     (W)   SCALED
 PT0377* NAVD 88 ORTHO HEIGHT -   523.660 (meters)     1718.04  (feet) ADJUSTED
 PT0377  ______________________________________________________________________
 PT0377  GEOID HEIGHT    -        -21.426 (meters)                     GEOID18
 PT0377  DYNAMIC HEIGHT  -        523.549 (meters)     1717.68  (feet) COMP
 PT0377  MODELED GRAVITY -    980,390.2   (mgal)                       NAVD 88
 PT0377
 PT0377  VERT ORDER      -  FIRST     CLASS II
 PT0377
 PT0377.The horizontal coordinates were scaled from a map and have
 PT0377.an estimated accuracy of +/- 6 seconds.
 PT0377
 PT0377.The orthometric height was determined by differential leveling and
 PT0377.adjusted by the NATIONAL GEODETIC SURVEY
 PT0377.in June 1991.
 PT0377
 PT0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0377.GEOID18 height accuracy estimate available here.
 PT0377
 PT0377.Click photographs - Photos may exist for this station.
 PT0377
 PT0377.The dynamic height is computed by dividing the NAVD 88
 PT0377.geopotential number by the normal gravity value computed on the
 PT0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0377.degrees latitude (g = 980.6199 gals.).
 PT0377
 PT0377.The modeled gravity was interpolated from observed gravity values.
 PT0377
 PT0377;                    North         East    Units  Estimated Accuracy
 PT0377;SPC SD S     -   252,180.      508,890.      MT  (+/- 180 meters Scaled)
 PT0377
 PT0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ031412(NAD 83)
 PT0377
 PT0377                          SUPERSEDED SURVEY CONTROL
 PT0377
 PT0377  NGVD 29 (??/??/92)  523.219  (m)         1716.59   (f) ADJ UNCH    1 2
 PT0377
 PT0377.Superseded values are not recommended for survey control.
 PT0377
 PT0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0377.See file dsdata.pdf to determine how the superseded data were derived.
 PT0377
 PT0377_MARKER: DD = SURVEY DISK
 PT0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0377_STAMPING: SO DAK MC 76 1922
 PT0377_MARK LOGO: USGS
 PT0377_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0377+STABILITY: SURFACE MOTION
 PT0377
 PT0377  HISTORY     - Date     Condition        Report By
 PT0377  HISTORY     - 1922     MONUMENTED       USGS
 PT0377  HISTORY     - 1934     GOOD             CGS
 PT0377
 PT0377                          STATION DESCRIPTION
 PT0377
 PT0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0377'1.3 MI S FROM CHERRY CREEK.
 PT0377'IN HAAKON COUNTY, 1.3 MILES SOUTH ALONG THE MILESVILLE ROAD
 PT0377'FROM CHERRY CREEK, ZIEBACH COUNTY, 800 FEET EAST OF THE I.G.
 PT0377'SPURLING RANCH HOUSE AT A CURVE TO THE SOUTH INSIDE A FENCE
 PT0377'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PT0377'STAMPED SO DAK MC 76 1922 AND SET IN THE TOP OF A CONCRETE
 PT0377'POST PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0376 ***********************************************************************
 PT0376  DESIGNATION -  77
 PT0376  PID         -  PT0376
 PT0376  STATE/COUNTY-  SD/ZIEBACH
 PT0376  COUNTRY     -  US
 PT0376  USGS QUAD   -  CHERRY CREEK (2017)
 PT0376
 PT0376                         *CURRENT SURVEY CONTROL
 PT0376  ______________________________________________________________________
 PT0376* NAD 83(1986) POSITION- 44 36 15.     (N) 101 29 52.     (W)   SCALED
 PT0376* NAVD 88 ORTHO HEIGHT -   525.921 (meters)     1725.46  (feet) ADJUSTED
 PT0376  ______________________________________________________________________
 PT0376  GEOID HEIGHT    -        -21.384 (meters)                     GEOID18
 PT0376  DYNAMIC HEIGHT  -        525.812 (meters)     1725.10  (feet) COMP
 PT0376  MODELED GRAVITY -    980,395.2   (mgal)                       NAVD 88
 PT0376
 PT0376  VERT ORDER      -  FIRST     CLASS II
 PT0376
 PT0376.The horizontal coordinates were scaled from a map and have
 PT0376.an estimated accuracy of +/- 6 seconds.
 PT0376
 PT0376.The orthometric height was determined by differential leveling and
 PT0376.adjusted by the NATIONAL GEODETIC SURVEY
 PT0376.in June 1991.
 PT0376
 PT0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0376.GEOID18 height accuracy estimate available here.
 PT0376
 PT0376.Click photographs - Photos may exist for this station.
 PT0376
 PT0376.The dynamic height is computed by dividing the NAVD 88
 PT0376.geopotential number by the normal gravity value computed on the
 PT0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0376.degrees latitude (g = 980.6199 gals.).
 PT0376
 PT0376.The modeled gravity was interpolated from observed gravity values.
 PT0376
 PT0376;                    North         East    Units  Estimated Accuracy
 PT0376;SPC SD N     -    86,760.      481,110.      MT  (+/- 180 meters Scaled)
 PT0376
 PT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ017420(NAD 83)
 PT0376
 PT0376                          SUPERSEDED SURVEY CONTROL
 PT0376
 PT0376  NGVD 29 (??/??/92)  525.482  (m)         1724.02   (f) ADJ UNCH    1 2
 PT0376
 PT0376.Superseded values are not recommended for survey control.
 PT0376
 PT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0376.See file dsdata.pdf to determine how the superseded data were derived.
 PT0376
 PT0376_MARKER: P = PIPE CAP
 PT0376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0376_STAMPING: SO DAK MC 77 1922
 PT0376_MARK LOGO: USGS
 PT0376_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0376
 PT0376  HISTORY     - Date     Condition        Report By
 PT0376  HISTORY     - 1922     MONUMENTED       USGS
 PT0376  HISTORY     - 1934     GOOD             CGS
 PT0376
 PT0376                          STATION DESCRIPTION
 PT0376
 PT0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0376'AT CHERRY CREEK.
 PT0376'AT CHERRY CREEK, ZIEBACH COUNTY, AND 241 FEET NORTHEAST OF
 PT0376'THE POST OFFICE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PT0376'CAP RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING
 PT0376'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0665 ***********************************************************************
 OT0665  DESIGNATION -  79 048.00
 OT0665  PID         -  OT0665
 OT0665  STATE/COUNTY-  SD/CUSTER
 OT0665  COUNTRY     -  US
 OT0665  USGS QUAD   -  BUTCHER HILL (2017)
 OT0665
 OT0665                         *CURRENT SURVEY CONTROL
 OT0665  ______________________________________________________________________
 OT0665* NAD 83(1986) POSITION- 43 40 48.     (N) 103 15 34.     (W)   SCALED
 OT0665* NAVD 88 ORTHO HEIGHT -  1039.560 (meters)     3410.62  (feet) ADJUSTED
 OT0665  ______________________________________________________________________
 OT0665  GEOID HEIGHT    -        -15.901 (meters)                     GEOID18
 OT0665  DYNAMIC HEIGHT  -       1039.149 (meters)     3409.27  (feet) COMP
 OT0665  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 OT0665
 OT0665  VERT ORDER      -  FIRST     CLASS II
 OT0665
 OT0665.The horizontal coordinates were scaled from a map and have
 OT0665.an estimated accuracy of +/- 6 seconds.
 OT0665
 OT0665.The orthometric height was determined by differential leveling and
 OT0665.adjusted by the NATIONAL GEODETIC SURVEY
 OT0665.in June 1991.
 OT0665
 OT0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0665.GEOID18 height accuracy estimate available here.
 OT0665
 OT0665.Click photographs - Photos may exist for this station.
 OT0665
 OT0665.The dynamic height is computed by dividing the NAVD 88
 OT0665.geopotential number by the normal gravity value computed on the
 OT0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0665.degrees latitude (g = 980.6199 gals.).
 OT0665
 OT0665.The modeled gravity was interpolated from observed gravity values.
 OT0665
 OT0665;                    North         East    Units  Estimated Accuracy
 OT0665;SPC SD S     -   153,760.      364,120.      MT  (+/- 180 meters Scaled)
 OT0665
 OT0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ402378(NAD 83)
 OT0665
 OT0665                          SUPERSEDED SURVEY CONTROL
 OT0665
 OT0665.No superseded survey control is available for this station.
 OT0665
 OT0665_MARKER: P = PIPE CAP
 OT0665_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OT0665_STAMPING: 79-48.00
 OT0665_MARK LOGO: NONE
 OT0665_PROJECTION: FLUSH
 OT0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0665+STABILITY: POSITION/ELEVATION WELL
 OT0665_ROD/PIPE-DEPTH: 6.4 meters
 OT0665
 OT0665  HISTORY     - Date     Condition        Report By
 OT0665  HISTORY     - UNK      MONUMENTED       SDDT
 OT0665  HISTORY     - 1985     GOOD             NGS
 OT0665
 OT0665                          STATION DESCRIPTION
 OT0665
 OT0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0665'20.1 KM (12.5 MI) SOUTH FROM HERMOSA.
 OT0665'20.15 KM (12.5 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0665'STATE HIGHWAY 40 EAST AT HERMOSA, IN THE NORTHWEST CORNER OF THE
 OT0665'CROSSING OF FRENCH CREEK, 30.0 METERS (98.5 FT) WEST OF THE HIGHWAY
 OT0665'CENTERLINE, 36.6 METERS (120 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 OT0665'THE BRIDGE OVER THE CREEK, 16.3 METERS (53.5 FT) SOUTH OF THE CENTER
 OT0665'OF COUNTY ROAD 15 AND 0.6 METER (2 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 OT0665'NOTE--MARK IS A ONE INCH GALVANIZED PIPE CAP WELDED TO THE TOP OF A
 OT0665'ONE INCH GALVANIZED STEEL PIPE WITH ACCESS TO BE HAD THROUGH A 4-INCH
 OT0665'PLASTIC SCREW CAP, STAMPING 79-48.00 IS ON THE WEST EDGE OF THE
 OT0665'PLASTIC COLLAR.
 OT0665'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OT0665'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7949 ***********************************************************************
 AC7949  CBN         -  This is a Cooperative Base Network Control Station.
 AC7949  DESIGNATION -  79 168.13
 AC7949  PID         -  AC7949
 AC7949  STATE/COUNTY-  SD/BUTTE
 AC7949  COUNTRY     -  US
 AC7949  USGS QUAD   -  GRANGER CREEK (2017)
 AC7949
 AC7949                         *CURRENT SURVEY CONTROL
 AC7949  ______________________________________________________________________
 AC7949* NAD 83(2011) POSITION- 45 08 21.71084(N) 103 15 45.33764(W)   ADJUSTED
 AC7949* NAD 83(2011) ELLIP HT-   859.978 (meters)        (06/27/12)   ADJUSTED
 AC7949* NAD 83(2011) EPOCH   -  2010.00
 AC7949* NAVD 88 ORTHO HEIGHT -   876.7   (meters)     2876.    (feet) GPS OBS
 AC7949  ______________________________________________________________________
 AC7949  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7949  GEOID HEIGHT    -        -16.578 (meters)                     GEOID96
 AC7949  GEOID HEIGHT    -        -16.725 (meters)                     GEOID18
 AC7949  NAD 83(2011) X  - -1,034,023.764 (meters)                     COMP
 AC7949  NAD 83(2011) Y  - -4,387,019.487 (meters)                     COMP
 AC7949  NAD 83(2011) Z  -  4,498,896.303 (meters)                     COMP
 AC7949  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 AC7949
 AC7949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7949  Standards:
 AC7949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7949  -------------------------------------------------------------------
 AC7949  NETWORK    1.35   4.06           0.63   0.43   2.07     -0.12162969
 AC7949  -------------------------------------------------------------------
 AC7949  Click here for local accuracies and other accuracy information.
 AC7949
 AC7949.The horizontal coordinates were established by GPS observations
 AC7949.and adjusted by the National Geodetic Survey in June 2012.
 AC7949
 AC7949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7949.been affixed to the stable North American tectonic plate. See 
 AC7949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7949
 AC7949.The horizontal coordinates are valid at the epoch date displayed above
 AC7949.which is a decimal equivalence of Year/Month/Day.
 AC7949
 AC7949.The orthometric height was determined by GPS observations and a
 AC7949.high-resolution geoid model.
 AC7949
 AC7949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7949.GEOID18 height accuracy estimate available here.
 AC7949
 AC7949.Click photographs - Photos may exist for this station.
 AC7949
 AC7949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7949
 AC7949.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7949
 AC7949.The ellipsoidal height was determined by GPS observations
 AC7949.and is referenced to NAD 83.
 AC7949
 AC7949. The following values were computed from the NAD 83(2011) position.
 AC7949
 AC7949;                    North         East     Units Scale Factor Converg.
 AC7949;SPC SD N     -   150,299.681   343,463.961   MT  0.99994029   -2 18 32.6
 AC7949;SPC SD N     -   493,108.20  1,126,848.01   sFT  0.99994029   -2 18 32.6
 AC7949;UTM  13      - 4,999,900.463   636,601.753   MT  0.99982944   +1 13 54.1
 AC7949
 AC7949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7949!SPC SD N     -   0.99986519  x   0.99994029  =   0.99980549
 AC7949!UTM  13      -   0.99986519  x   0.99982944  =   0.99969465
 AC7949
 AC7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3660199900(NAD 83)
 AC7949
 AC7949                          SUPERSEDED SURVEY CONTROL
 AC7949
 AC7949  NAD 83(2007)-  45 08 21.71076(N)    103 15 45.33874(W) AD(2002.00) 0
 AC7949  ELLIP H (02/10/07)  860.013  (m)                       GP(2002.00)    
 AC7949  ELLIP H (04/15/04)  860.015  (m)                       GP(       ) 2 1
 AC7949  NAD 83(1996)-  45 08 21.71005(N)    103 15 45.33817(W) AD(       ) B
 AC7949  ELLIP H (04/18/97)  860.085  (m)                       GP(       ) 4 1
 AC7949
 AC7949.Superseded values are not recommended for survey control.
 AC7949
 AC7949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7949.See file dsdata.pdf to determine how the superseded data were derived.
 AC7949
 AC7949_MARKER: Z = SEE DESCRIPTION
 AC7949_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7949_STAMPING: 79-168.13 1995
 AC7949_MARK LOGO: NGS
 AC7949_PROJECTION: FLUSH
 AC7949_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7949+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1996
 AC7949_ROD/PIPE-DEPTH: 12.8 meters
 AC7949_SLEEVE-DEPTH  : 1.8 meters
 AC7949
 AC7949  HISTORY     - Date     Condition        Report By
 AC7949  HISTORY     - 1995     MONUMENTED       SDDT
 AC7949  HISTORY     - 19960927 GOOD             NGS
 AC7949
 AC7949                          STATION DESCRIPTION
 AC7949
 AC7949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7949'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) SOUTH-SOUTHWEST OF
 AC7949'REVA, 15.0 MI (24.1 KM) NORTHEAST OF CASTLE ROCK, AND 2.0 MI (3.2 KM)
 AC7949'NORTH OF HOOVER, ON STATE HIGHWAY 79.  OWNERSHIP--THE STATE OF SOUTH
 AC7949'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 168
 AC7949'WEST AND 79 NORTH, NORTH OF CASTLE ROCK, GO NORTH ON STATE HIGHWAY 79
 AC7949'FOR 17.75 MI (28.57 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AC7949'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7949'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 74.0 FT
 AC7949'(22.6 M) EAST OF THE HIGHWAY CENTER, 20.0 FT (6.1 M) NORTHEAST OF THE
 AC7949'CENTER OF A FIELD ENTRANCE ROAD, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS
 AC7949'POST AND FENCE AND 1.0 FT (0.3 M) SOUTHEAST OF A METAL GUARD POST.
 AC7949'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7949'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7969 ***********************************************************************
 AC7969  CBN         -  This is a Cooperative Base Network Control Station.
 AC7969  DESIGNATION -  79 182.56
 AC7969  PID         -  AC7969
 AC7969  STATE/COUNTY-  SD/HARDING
 AC7969  COUNTRY     -  US
 AC7969  USGS QUAD   -  IRISH BUTTE (2017)
 AC7969
 AC7969                         *CURRENT SURVEY CONTROL
 AC7969  ______________________________________________________________________
 AC7969* NAD 83(2011) POSITION- 45 19 37.25673(N) 103 09 42.51309(W)   ADJUSTED
 AC7969* NAD 83(2011) ELLIP HT-   881.707 (meters)        (06/27/12)   ADJUSTED
 AC7969* NAD 83(2011) EPOCH   -  2010.00
 AC7969* NAVD 88 ORTHO HEIGHT -   898.4   (meters)     2948.    (feet) GPS OBS
 AC7969  ______________________________________________________________________
 AC7969  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7969  GEOID HEIGHT    -        -16.610 (meters)                     GEOID96
 AC7969  GEOID HEIGHT    -        -16.752 (meters)                     GEOID18
 AC7969  NAD 83(2011) X  - -1,022,936.846 (meters)                     COMP
 AC7969  NAD 83(2011) Y  - -4,374,426.913 (meters)                     COMP
 AC7969  NAD 83(2011) Z  -  4,513,600.244 (meters)                     COMP
 AC7969  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 AC7969
 AC7969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7969  Standards:
 AC7969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7969  -------------------------------------------------------------------
 AC7969  NETWORK    1.30   3.86           0.60   0.43   1.97     -0.07994208
 AC7969  -------------------------------------------------------------------
 AC7969  Click here for local accuracies and other accuracy information.
 AC7969
 AC7969.The horizontal coordinates were established by GPS observations
 AC7969.and adjusted by the National Geodetic Survey in June 2012.
 AC7969
 AC7969.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7969.been affixed to the stable North American tectonic plate. See 
 AC7969.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7969
 AC7969.The horizontal coordinates are valid at the epoch date displayed above
 AC7969.which is a decimal equivalence of Year/Month/Day.
 AC7969
 AC7969.The orthometric height was determined by GPS observations and a
 AC7969.high-resolution geoid model.
 AC7969
 AC7969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7969.GEOID18 height accuracy estimate available here.
 AC7969
 AC7969.Click photographs - Photos may exist for this station.
 AC7969
 AC7969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7969
 AC7969.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7969
 AC7969.The ellipsoidal height was determined by GPS observations
 AC7969.and is referenced to NAD 83.
 AC7969
 AC7969. The following values were computed from the NAD 83(2011) position.
 AC7969
 AC7969;                    North         East     Units Scale Factor Converg.
 AC7969;SPC SD N     -   170,823.099   352,198.760   MT  0.99995068   -2 14 15.8
 AC7969;SPC SD N     -   560,442.12  1,155,505.43   sFT  0.99995068   -2 14 15.8
 AC7969;UTM  13      - 5,020,922.281   644,050.825   MT  0.99985514   +1 18 26.7
 AC7969
 AC7969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7969!SPC SD N     -   0.99986178  x   0.99995068  =   0.99981247
 AC7969!UTM  13      -   0.99986178  x   0.99985514  =   0.99971694
 AC7969
 AC7969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL4405020922(NAD 83)
 AC7969
 AC7969                          SUPERSEDED SURVEY CONTROL
 AC7969
 AC7969  NAD 83(2007)-  45 19 37.25662(N)    103 09 42.51421(W) AD(2002.00) 0
 AC7969  ELLIP H (02/10/07)  881.736  (m)                       GP(2002.00)    
 AC7969  ELLIP H (04/15/04)  881.741  (m)                       GP(       ) 2 1
 AC7969  NAD 83(1996)-  45 19 37.25597(N)    103 09 42.51374(W) AD(       ) B
 AC7969  ELLIP H (04/18/97)  881.812  (m)                       GP(       ) 4 1
 AC7969
 AC7969.Superseded values are not recommended for survey control.
 AC7969
 AC7969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7969.See file dsdata.pdf to determine how the superseded data were derived.
 AC7969
 AC7969_MARKER: Z = SEE DESCRIPTION
 AC7969_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7969_STAMPING: 79-182.56 1995
 AC7969_MARK LOGO: NGS
 AC7969_PROJECTION: FLUSH
 AC7969_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7969+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1996
 AC7969_ROD/PIPE-DEPTH: 12.8 meters
 AC7969_SLEEVE-DEPTH  : 1.8 meters
 AC7969
 AC7969  HISTORY     - Date     Condition        Report By
 AC7969  HISTORY     - 1995     MONUMENTED       SDDT
 AC7969  HISTORY     - 19960928 GOOD             NGS
 AC7969
 AC7969                          STATION DESCRIPTION
 AC7969
 AC7969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7969'THE STATION IS LOCATED ABOUT 25.0 MI (40.2 KM) SOUTHEAST OF BUFFALO
 AC7969'AND 16.0 MI (25.7 KM) NORTH OF HOOVER, ON STATE HIGHWAY 79.
 AC7969'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7969'JUNCTION OF STATE HIGHWAYS 79 NORTH AND 168 WEST ON THE NORTH SIDE OF
 AC7969'CASTLE ROCK, GO NORTH ON STATE HIGHWAY 79 FOR 32.25 MI (51.90 KM) TO
 AC7969'THE JUNCTION OF A COUNTY ROAD AND THE STATION ON THE RIGHT.  THE
 AC7969'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7969'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7969'LOCATED 22.6 M (74.1 FT) EAST FROM HIGHWAY CENTERLINE, 17.0 M (55.8
 AC7969'FT) SOUTHWEST OF WEST CORNER OF A CATTLE GUARD, 15.9 M (52.2 FT) SOUTH
 AC7969'OF THE CENTER OF A FIELD ENTRANCE ROAD, 14.0 M (45.9 FT) SOUTHWEST OF
 AC7969'A FENCE CORNER, 1.0 FT (0.3 M) WEST OF WITNESS POST AND FENCE, AND 0.8
 AC7969'M (2.6 FT) EAST OF A METAL GUARD POST. NOTE--ACCESS TO THE DATUM POINT
 AC7969'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7880 ***********************************************************************
 AC7880  CBN         -  This is a Cooperative Base Network Control Station.
 AC7880  DESIGNATION -  79 219.45
 AC7880  PID         -  AC7880
 AC7880  STATE/COUNTY-  SD/HARDING
 AC7880  COUNTRY     -  US
 AC7880  USGS QUAD   -  COW BUTTE SW (2017)
 AC7880
 AC7880                         *CURRENT SURVEY CONTROL
 AC7880  ______________________________________________________________________
 AC7880* NAD 83(2011) POSITION- 45 45 57.71038(N) 102 59 03.10317(W)   ADJUSTED
 AC7880* NAD 83(2011) ELLIP HT-   819.634 (meters)        (06/27/12)   ADJUSTED
 AC7880* NAD 83(2011) EPOCH   -  2010.00
 AC7880* NAVD 88 ORTHO HEIGHT -   836.4   (meters)     2744.    (feet) GPS OBS
 AC7880  ______________________________________________________________________
 AC7880  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7880  GEOID HEIGHT    -        -16.667 (meters)                     GEOID96
 AC7880  GEOID HEIGHT    -        -16.845 (meters)                     GEOID18
 AC7880  NAD 83(2011) X  - -1,001,535.092 (meters)                     COMP
 AC7880  NAD 83(2011) Y  - -4,343,591.119 (meters)                     COMP
 AC7880  NAD 83(2011) Z  -  4,547,731.747 (meters)                     COMP
 AC7880  LAPLACE CORR    -         -6.51  (seconds)                    DEFLEC18
 AC7880
 AC7880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7880  Standards:
 AC7880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7880  -------------------------------------------------------------------
 AC7880  NETWORK    1.24   3.74           0.58   0.40   1.91     -0.12868918
 AC7880  -------------------------------------------------------------------
 AC7880  Click here for local accuracies and other accuracy information.
 AC7880
 AC7880.The horizontal coordinates were established by GPS observations
 AC7880.and adjusted by the National Geodetic Survey in June 2012.
 AC7880
 AC7880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7880.been affixed to the stable North American tectonic plate. See 
 AC7880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7880
 AC7880.The horizontal coordinates are valid at the epoch date displayed above
 AC7880.which is a decimal equivalence of Year/Month/Day.
 AC7880
 AC7880.The orthometric height was determined by GPS observations and a
 AC7880.high-resolution geoid model.
 AC7880
 AC7880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7880.GEOID18 height accuracy estimate available here.
 AC7880
 AC7880.Click photographs - Photos may exist for this station.
 AC7880
 AC7880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7880
 AC7880.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7880
 AC7880.The ellipsoidal height was determined by GPS observations
 AC7880.and is referenced to NAD 83.
 AC7880
 AC7880. The following values were computed from the NAD 83(2011) position.
 AC7880
 AC7880;                    North         East     Units Scale Factor Converg.
 AC7880;SPC SD N     -   219,053.720   367,910.604   MT  1.00001701   -2 06 43.3
 AC7880;SPC SD N     -   718,678.75  1,207,053.37   sFT  1.00001701   -2 06 43.3
 AC7880;UTM  13      - 5,070,028.445   656,744.188   MT  0.99990206   +1 26 40.6
 AC7880
 AC7880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7880!SPC SD N     -   0.99987152  x   1.00001701  =   0.99988853
 AC7880!UTM  13      -   0.99987152  x   0.99990206  =   0.99977359
 AC7880
 AC7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5674470028(NAD 83)
 AC7880
 AC7880                          SUPERSEDED SURVEY CONTROL
 AC7880
 AC7880  NAD 83(2007)-  45 45 57.71026(N)    102 59 03.10429(W) AD(2002.00) 0
 AC7880  ELLIP H (02/10/07)  819.662  (m)                       GP(2002.00)    
 AC7880  ELLIP H (04/15/04)  819.665  (m)                       GP(       ) 2 1
 AC7880  NAD 83(1996)-  45 45 57.70963(N)    102 59 03.10378(W) AD(       ) B
 AC7880  ELLIP H (04/18/97)  819.738  (m)                       GP(       ) 4 1
 AC7880
 AC7880.Superseded values are not recommended for survey control.
 AC7880
 AC7880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7880.See file dsdata.pdf to determine how the superseded data were derived.
 AC7880
 AC7880_MARKER: P = PIPE CAP
 AC7880_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7880_STAMPING: 79-219.45 1995
 AC7880_MARK LOGO: NGS
 AC7880_PROJECTION: FLUSH
 AC7880_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7880+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 AC7880_ROD/PIPE-DEPTH: 12.8 meters
 AC7880_SLEEVE-DEPTH  : 1.8 meters
 AC7880
 AC7880  HISTORY     - Date     Condition        Report By
 AC7880  HISTORY     - 1995     MONUMENTED       SDDT
 AC7880  HISTORY     - 19960904 GOOD             NGS
 AC7880  HISTORY     - 20190805 GOOD             SDDT
 AC7880
 AC7880                          STATION DESCRIPTION
 AC7880
 AC7880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7880'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTH OF THE NORTH
 AC7880'DAKOTA/SOUTH DAKOTA STATE LINE AND 8.0 KM (4.95 MI) EAST-SOUTHEAST OF
 AC7880'RALPH, ON STATE HIGHWAY 79.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AC7880'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 79, 16.0
 AC7880'KM (9.95 MI) WEST OF PRAIRIE CITY, GO NORTH ON STATE HIGHWAY 79 FOR
 AC7880'25.3 KM (15.70 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AC7880'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7880'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.1 M (72.5
 AC7880'FT) WEST OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) SOUTH OF THE
 AC7880'CENTER OF A FIELD ENTRANCE ROAD, 0.6 M (2.0 FT) EAST OF THE CENTER 1
 AC7880'OF 3 BRACED FENCE POSTS, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.4 M
 AC7880'(1.3 FT) WEST OF A METAL GUARD POST, AND 0.4 M (1.3 FT) BELOW THE
 AC7880'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7880'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7880
 AC7880                          STATION RECOVERY (2019)
 AC7880
 AC7880'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 AC7880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0122 ***********************************************************************
 PR0122  DESIGNATION -  79 SEM
 PR0122  PID         -  PR0122
 PR0122  STATE/COUNTY-  SD/BROOKINGS
 PR0122  COUNTRY     -  US
 PR0122  USGS QUAD   -  LAKE BENTON SW (2019)
 PR0122
 PR0122                         *CURRENT SURVEY CONTROL
 PR0122  ______________________________________________________________________
 PR0122* NAD 83(1986) POSITION- 44 15 13.     (N) 096 27 57.     (W)   SCALED
 PR0122* NAVD 88 ORTHO HEIGHT -   529.999 (meters)     1738.84  (feet) ADJUSTED
 PR0122  ______________________________________________________________________
 PR0122  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 PR0122  DYNAMIC HEIGHT  -        529.892 (meters)     1738.49  (feet) COMP
 PR0122  MODELED GRAVITY -    980,397.9   (mgal)                       NAVD 88
 PR0122
 PR0122  VERT ORDER      -  SECOND    CLASS I
 PR0122
 PR0122.The horizontal coordinates were scaled from a map and have
 PR0122.an estimated accuracy of +/- 6 seconds.
 PR0122
 PR0122.The orthometric height was determined by differential leveling and
 PR0122.adjusted by the NATIONAL GEODETIC SURVEY
 PR0122.in June 1991.
 PR0122
 PR0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0122.GEOID18 height accuracy estimate available here.
 PR0122
 PR0122.Click photographs - Photos may exist for this station.
 PR0122
 PR0122.The dynamic height is computed by dividing the NAVD 88
 PR0122.geopotential number by the normal gravity value computed on the
 PR0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0122.degrees latitude (g = 980.6199 gals.).
 PR0122
 PR0122.The modeled gravity was interpolated from observed gravity values.
 PR0122
 PR0122;                    North         East    Units  Estimated Accuracy
 PR0122;SPC SD N     -    52,860.      882,170.      MT  (+/- 180 meters Scaled)
 PR0122
 PR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ023031(NAD 83)
 PR0122
 PR0122                          SUPERSEDED SURVEY CONTROL
 PR0122
 PR0122  NGVD 29 (??/??/92)  529.738  (m)         1737.98   (f) ADJ UNCH    2 1
 PR0122
 PR0122.Superseded values are not recommended for survey control.
 PR0122
 PR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0122.See file dsdata.pdf to determine how the superseded data were derived.
 PR0122
 PR0122_MARKER: DD = SURVEY DISK
 PR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0122_STAMPING: 79 SEM 1965 1738
 PR0122_MARK LOGO: USGS
 PR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0122+STABILITY: SURFACE MOTION
 PR0122
 PR0122  HISTORY     - Date     Condition        Report By
 PR0122  HISTORY     - 1965     MONUMENTED       USGS
 PR0122  HISTORY     - 1976     GOOD             MNHD
 PR0122
 PR0122                          STATION DESCRIPTION
 PR0122
 PR0122'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0122'1.4 MI NE FROM ELKTON.
 PR0122'IT IS 1.15 MILE EAST ALONG COUNTY ROAD 30 FROM ITS JUNCTION
 PR0122'WITH STATE HIGHWAY 13 AT ELKTON, THENCE NORTH ALONG A TOWNSHIP
 PR0122'ROAD (EAST LINE SECTION 16) FOR 0.95 MILE.  IT IS 44.0 FEET
 PR0122'WEST OF AND ABOUT LEVEL WITH THE CENTER OF THE NORTH-SOUTH
 PR0122'TOWNSHIP ROAD, 11.9 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND
 PR0122'139.0 FEET SOUTH-SOUTHWEST OF A WOOD CORNER FENCE POST.  IT IS
 PR0122'SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 PR0122'ABOVE THE SURFACE OF THE GROUND AND IS 11.9 FEET WEST OF A
 PR0122'STEEL WITNESS POST.  A RAILROAD SPIKE WAS BURIED ALONG SIDE
 PR0122'THE MARK TO MAKE TO MAGNETIC.  SEC 16, T109N, R47W.  LATITUDE
 PR0122'44 DEG-15.0 MIN LONGITUDE 96 DEG-22.5 MIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9649 ***********************************************************************
 AE9649  DESIGNATION -  8 CC
 AE9649  PID         -  AE9649
 AE9649  STATE/COUNTY-  SD/BROWN
 AE9649  COUNTRY     -  US
 AE9649  USGS QUAD   -  BATH (2017)
 AE9649
 AE9649                         *CURRENT SURVEY CONTROL
 AE9649  ______________________________________________________________________
 AE9649* NAD 83(1986) POSITION- 45 27 29.     (N) 098 22 17.     (W)   SCALED
 AE9649* NAVD 88 ORTHO HEIGHT -   396.490 (meters)     1300.82  (feet) ADJUSTED
 AE9649  ______________________________________________________________________
 AE9649  GEOID HEIGHT    -        -24.589 (meters)                     GEOID18
 AE9649  DYNAMIC HEIGHT  -        396.462 (meters)     1300.73  (feet) COMP
 AE9649  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 AE9649
 AE9649  VERT ORDER      -  FIRST     CLASS II
 AE9649
 AE9649.The horizontal coordinates were scaled from a map and have
 AE9649.an estimated accuracy of +/- 6 seconds.
 AE9649
 AE9649.The orthometric height was determined by differential leveling and
 AE9649.adjusted by the NATIONAL GEODETIC SURVEY
 AE9649.in July 1998.
 AE9649
 AE9649.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9649.GEOID18 height accuracy estimate available here.
 AE9649
 AE9649.Click photographs - Photos may exist for this station.
 AE9649
 AE9649.The dynamic height is computed by dividing the NAVD 88
 AE9649.geopotential number by the normal gravity value computed on the
 AE9649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9649.degrees latitude (g = 980.6199 gals.).
 AE9649
 AE9649.The modeled gravity was interpolated from observed gravity values.
 AE9649
 AE9649;                    North         East    Units  Estimated Accuracy
 AE9649;SPC SD N     -   181,830.      727,370.      MT  (+/- 180 meters Scaled)
 AE9649
 AE9649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR491340(NAD 83)
 AE9649
 AE9649                          SUPERSEDED SURVEY CONTROL
 AE9649
 AE9649.No superseded survey control is available for this station.
 AE9649
 AE9649_MARKER: DD = SURVEY DISK
 AE9649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9649_STAMPING: 8 CC TT 1951 1300
 AE9649_MARK LOGO: USGS
 AE9649_PROJECTION: FLUSH
 AE9649_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9649+STABILITY: SURFACE MOTION
 AE9649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9649+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE9649
 AE9649  HISTORY     - Date     Condition        Report By
 AE9649  HISTORY     - 1951     MONUMENTED       USGS
 AE9649  HISTORY     - 19970314 GOOD             NGS
 AE9649
 AE9649                          STATION DESCRIPTION
 AE9649
 AE9649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9649'9.3 KM (5.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 AE9649'OF U.S. HIGHWAY 281 IN ABERDEEN, 103.7 M (340.2 FT) SOUTH OF THE
 AE9649'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 63.2 M (207.3 FT)
 AE9649'WEST OF MILEPOST 296, 10.6 M (34.8 FT) WEST OF THE CENTER OF 393
 AE9649'AVENUE, 1.2 M (3.9 FT) NORTH OF A UTILITY POLE WITH A WITNESS SIGN
 AE9649'ATTACHED, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AE9649'FT) SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A FENCE, AND THE
 AE9649'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0832 ***********************************************************************
 OT0832  DESIGNATION -  8 DHW
 OT0832  PID         -  OT0832
 OT0832  STATE/COUNTY-  SD/FALL RIVER
 OT0832  COUNTRY     -  US
 OT0832  USGS QUAD   -  WALLACE RANCH (2017)
 OT0832
 OT0832                         *CURRENT SURVEY CONTROL
 OT0832  ______________________________________________________________________
 OT0832* NAD 83(1986) POSITION- 43 01 18.     (N) 103 55 35.     (W)   SCALED
 OT0832* NAVD 88 ORTHO HEIGHT -  1161.260 (meters)     3809.90  (feet) ADJUSTED
 OT0832  ______________________________________________________________________
 OT0832  GEOID HEIGHT    -        -15.393 (meters)                     GEOID18
 OT0832  DYNAMIC HEIGHT  -       1160.711 (meters)     3808.10  (feet) COMP
 OT0832  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 OT0832
 OT0832  VERT ORDER      -  THIRD
 OT0832
 OT0832.The horizontal coordinates were scaled from a map and have
 OT0832.an estimated accuracy of +/- 6 seconds.
 OT0832
 OT0832.The orthometric height was determined by differential leveling and
 OT0832.adjusted by the NATIONAL GEODETIC SURVEY
 OT0832.in June 1991.
 OT0832
 OT0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0832.GEOID18 height accuracy estimate available here.
 OT0832
 OT0832.Click photographs - Photos may exist for this station.
 OT0832
 OT0832.The dynamic height is computed by dividing the NAVD 88
 OT0832.geopotential number by the normal gravity value computed on the
 OT0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0832.degrees latitude (g = 980.6199 gals.).
 OT0832
 OT0832.The modeled gravity was interpolated from observed gravity values.
 OT0832
 OT0832;                    North         East    Units  Estimated Accuracy
 OT0832;SPC SD S     -    82,800.      307,230.      MT  (+/- 180 meters Scaled)
 OT0832
 OT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH874637(NAD 83)
 OT0832
 OT0832                          SUPERSEDED SURVEY CONTROL
 OT0832
 OT0832.No superseded survey control is available for this station.
 OT0832
 OT0832_MARKER: DD = SURVEY DISK
 OT0832_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0832+WITH SETTING: INFORMATION.
 OT0832_STAMPING: 8 DHW 1974
 OT0832_MARK LOGO: USGS
 OT0832_PROJECTION: FLUSH
 OT0832_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0832+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0832
 OT0832  HISTORY     - Date     Condition        Report By
 OT0832  HISTORY     - 1974     MONUMENTED       USGS
 OT0832
 OT0832                          STATION DESCRIPTION
 OT0832
 OT0832'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0832'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 14.4 MILES
 OT0832'WEST ALONG GRADED ROAD TO A CURVE IN THE SOUTH MAIN ROAD, NEAR THE
 OT0832'CENTER OF SECTION 7/TOWNSHIP 12 NORTH/RANGE 2 EAST, 207 FEET WEST OF
 OT0832'A Y-JUNCTION, 17 FEET SOUTH AND 24 FEET WEST OF THE FENCE CORNER, SET
 OT0832'IN COPPER-CLAD STEEL ROD DRIVEN 5.8 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0182 ***********************************************************************
 OR0182  DESIGNATION -  8 FG
 OR0182  PID         -  OR0182
 OR0182  STATE/COUNTY-  SD/GREGORY
 OR0182  COUNTRY     -  US
 OR0182  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0182
 OR0182                         *CURRENT SURVEY CONTROL
 OR0182  ______________________________________________________________________
 OR0182* NAD 83(1986) POSITION- 43 11 53.84   (N) 098 58 55.20   (W)   HD_HELD1
 OR0182* NAVD 88 ORTHO HEIGHT -   435.414 (meters)     1428.52  (feet) ADJUSTED
 OR0182  ______________________________________________________________________
 OR0182  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 OR0182  DYNAMIC HEIGHT  -        435.267 (meters)     1428.04  (feet) COMP
 OR0182  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OR0182
 OR0182  VERT ORDER      -  FIRST     CLASS II
 OR0182
 OR0182.The horizontal coordinates were determined by differentially corrected
 OR0182.hand held GPS observations or other comparable positioning techniques
 OR0182.and have an estimated accuracy of +/- 3 meters.
 OR0182
 OR0182.The orthometric height was determined by differential leveling and
 OR0182.adjusted by the NATIONAL GEODETIC SURVEY
 OR0182.in June 1991.
 OR0182
 OR0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0182.GEOID18 height accuracy estimate available here.
 OR0182
 OR0182.Click photographs - Photos may exist for this station.
 OR0182
 OR0182.The dynamic height is computed by dividing the NAVD 88
 OR0182.geopotential number by the normal gravity value computed on the
 OR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0182.degrees latitude (g = 980.6199 gals.).
 OR0182
 OR0182.The modeled gravity was interpolated from observed gravity values.
 OR0182
 OR0182;                    North         East    Units  Estimated Accuracy
 OR0182;SPC SD S     -    96,982.3     709,821.9     MT  (+/- 3 meters HH1 GPS) 
 OR0182
 OR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0146282834(NAD 83)
 OR0182
 OR0182                          SUPERSEDED SURVEY CONTROL
 OR0182
 OR0182  NGVD 29 (??/??/92)  435.086  (m)         1427.44   (f) ADJ UNCH    1 2
 OR0182
 OR0182.Superseded values are not recommended for survey control.
 OR0182
 OR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0182.See file dsdata.pdf to determine how the superseded data were derived.
 OR0182
 OR0182_MARKER: DD = SURVEY DISK
 OR0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0182_STAMPING: 8 FG 1946 1427
 OR0182_MARK LOGO: USGS
 OR0182_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0182+STABILITY: SURFACE MOTION
 OR0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0182+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR0182
 OR0182  HISTORY     - Date     Condition        Report By
 OR0182  HISTORY     - 1946     MONUMENTED       USGS
 OR0182  HISTORY     - 1949     GOOD             CGS
 OR0182  HISTORY     - 20130115 GOOD             INDIV
 OR0182
 OR0182                          STATION DESCRIPTION
 OR0182
 OR0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0182'10.6 MI N FROM BONESTEEL.
 OR0182'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0182'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE
 OR0182'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG
 OR0182'A GRAVEL ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 OR0182'4.5 MILES NORTH ALONG A DIRT ROAD, AT A T-JUNCTION OF ROADS,
 OR0182'0.1 MILE NORTH OF A BRIDGE OVER NORTH FORK WHETSTONE CREEK,
 OR0182'34.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 OR0182'23.0 FEET NORTH OF A POINT ON THE PROJECTED CENTER LINE OF THE
 OR0182'ROAD LEADING EAST, 49.7 FEET EAST-SOUTHEAST OF THE NORTHEAST
 OR0182'CORNER OF A HOUSE, 50.5 FEET EAST-NORTHEAST OF THE SOUTHEAST
 OR0182'CORNER OF A HOUSE, 29.0 FEET NORTH OF THE CENTER LINE OF A GATE,
 OR0182'4.0 FEET SOUTHWEST OF A TELEPHONE POLE, 3.6 FEET WEST OF A
 OR0182'FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 OR0182'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0182
 OR0182                          STATION RECOVERY (2013)
 OR0182
 OR0182'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0956 ***********************************************************************
 OT0956  DESIGNATION -  8 JWO
 OT0956  PID         -  OT0956
 OT0956  STATE/COUNTY-  SD/FALL RIVER
 OT0956  COUNTRY     -  US
 OT0956  USGS QUAD   -  OELRICHS NE (2017)
 OT0956
 OT0956                         *CURRENT SURVEY CONTROL
 OT0956  ______________________________________________________________________
 OT0956* NAD 83(1986) POSITION- 43 11 21.     (N) 103 00 02.     (W)   SCALED
 OT0956* NAVD 88 ORTHO HEIGHT -   935.960 (meters)     3070.73  (feet) ADJUSTED
 OT0956  ______________________________________________________________________
 OT0956  GEOID HEIGHT    -        -17.481 (meters)                     GEOID18
 OT0956  DYNAMIC HEIGHT  -        935.567 (meters)     3069.44  (feet) COMP
 OT0956  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 OT0956
 OT0956  VERT ORDER      -  FIRST     CLASS II
 OT0956
 OT0956.The horizontal coordinates were scaled from a map and have
 OT0956.an estimated accuracy of +/- 6 seconds.
 OT0956
 OT0956.The orthometric height was determined by differential leveling and
 OT0956.adjusted by the NATIONAL GEODETIC SURVEY
 OT0956.in June 1994.
 OT0956
 OT0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0956.GEOID18 height accuracy estimate available here.
 OT0956
 OT0956.Click photographs - Photos may exist for this station.
 OT0956
 OT0956.The dynamic height is computed by dividing the NAVD 88
 OT0956.geopotential number by the normal gravity value computed on the
 OT0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0956.degrees latitude (g = 980.6199 gals.).
 OT0956
 OT0956.The modeled gravity was interpolated from observed gravity values.
 OT0956
 OT0956;                    North         East    Units  Estimated Accuracy
 OT0956;SPC SD S     -    98,560.      383,230.      MT  (+/- 180 meters Scaled)
 OT0956
 OT0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH624837(NAD 83)
 OT0956
 OT0956                          SUPERSEDED SURVEY CONTROL
 OT0956
 OT0956.No superseded survey control is available for this station.
 OT0956
 OT0956_MARKER: DD = SURVEY DISK
 OT0956_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0956_STAMPING: 8 JWO 1977
 OT0956_MARK LOGO: USGS
 OT0956_PROJECTION: RECESSED 6 CENTIMETERS
 OT0956_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0956+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0956
 OT0956  HISTORY     - Date     Condition        Report By
 OT0956  HISTORY     - 1977     MONUMENTED       USGS
 OT0956  HISTORY     - 19930919 GOOD             NGS
 OT0956
 OT0956                          STATION DESCRIPTION
 OT0956
 OT0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0956'20.3 KM (12.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0956'OF U.S. HIGHWAY 385 IN OELRICHS, AT THE FALL RIVER-SHANNON COUNTY
 OT0956'LINE, 51.0 M (167.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 22.7
 OT0956'M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT)
 OT0956'SOUTHEAST OF A SIGN (BUFFALO GAP NATIONAL GRASSLAND) , 0.3 M (1.0 FT)
 OT0956'SOUTHWEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OT0956'HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE
 OT0956'DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT)
 OT0956'BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0856 ***********************************************************************
 PU0856  DESIGNATION -  8 PCL
 PU0856  PID         -  PU0856
 PU0856  STATE/COUNTY-  SD/MEADE
 PU0856  COUNTRY     -  US
 PU0856  USGS QUAD   -  BIG DRAW (2017)
 PU0856
 PU0856                         *CURRENT SURVEY CONTROL
 PU0856  ______________________________________________________________________
 PU0856* NAD 83(1986) POSITION- 44 45 02.     (N) 102 44 41.     (W)   SCALED
 PU0856* NAVD 88 ORTHO HEIGHT -   840.986 (meters)     2759.13  (feet) ADJUSTED
 PU0856  ______________________________________________________________________
 PU0856  GEOID HEIGHT    -        -17.815 (meters)                     GEOID18
 PU0856  DYNAMIC HEIGHT  -        840.784 (meters)     2758.47  (feet) COMP
 PU0856  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 PU0856
 PU0856  VERT ORDER      -  SECOND    CLASS 0
 PU0856
 PU0856.The horizontal coordinates were scaled from a map and have
 PU0856.an estimated accuracy of +/- 6 seconds.
 PU0856
 PU0856.The orthometric height was determined by differential leveling and
 PU0856.adjusted by the NATIONAL GEODETIC SURVEY
 PU0856.in June 1991.
 PU0856
 PU0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0856.GEOID18 height accuracy estimate available here.
 PU0856
 PU0856.Click photographs - Photos may exist for this station.
 PU0856
 PU0856.The dynamic height is computed by dividing the NAVD 88
 PU0856.geopotential number by the normal gravity value computed on the
 PU0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0856.degrees latitude (g = 980.6199 gals.).
 PU0856
 PU0856.The modeled gravity was interpolated from observed gravity values.
 PU0856
 PU0856;                    North         East    Units  Estimated Accuracy
 PU0856;SPC SD N     -   105,610.      382,700.      MT  (+/- 180 meters Scaled)
 PU0856
 PU0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK785577(NAD 83)
 PU0856
 PU0856                          SUPERSEDED SURVEY CONTROL
 PU0856
 PU0856  NGVD 29 (??/??/92)  840.514  (m)         2757.59   (f) ADJ UNCH    2 0
 PU0856
 PU0856.Superseded values are not recommended for survey control.
 PU0856
 PU0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0856.See file dsdata.pdf to determine how the superseded data were derived.
 PU0856
 PU0856_MARKER: DD = SURVEY DISK
 PU0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0856_STAMPING: 8 PCL 2758 1958
 PU0856_MARK LOGO: USGS
 PU0856_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0856+STABILITY: SURFACE MOTION
 PU0856
 PU0856  HISTORY     - Date     Condition        Report By
 PU0856  HISTORY     - 1958     MONUMENTED       USGS
 PU0856  HISTORY     - 1962     GOOD             CGS
 PU0856
 PU0856                          STATION DESCRIPTION
 PU0856
 PU0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0856'2.6 MI E FROM FAIRPOINT.
 PU0856'2.65 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0856'174 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 PU0856'SOUTH TO A HOUSE, 61 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0856'1 POLE EAST OF AN ANGLE IN POWER LINE, 115 FEET WEST OF THE
 PU0856'EXTENDED CENTER LINE OF THE DRIVEWAY, 1 1/2 FEET SOUTH OF A
 PU0856'POWER POLE, 1.0 FOOT EAST OF A WITNESS POST, 1 FOOT LOWER THAN
 PU0856'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1048 ***********************************************************************
 OS1048  DESIGNATION -  8 SJS
 OS1048  PID         -  OS1048
 OS1048  STATE/COUNTY-  SD/BENNETT
 OS1048  COUNTRY     -  US
 OS1048  USGS QUAD   -  MARTIN (2017)
 OS1048
 OS1048                         *CURRENT SURVEY CONTROL
 OS1048  ______________________________________________________________________
 OS1048* NAD 83(1986) POSITION- 43 11 15.     (N) 101 39 32.     (W)   SCALED
 OS1048* NAVD 88 ORTHO HEIGHT -   958.833 (meters)     3145.77  (feet) ADJUSTED
 OS1048  ______________________________________________________________________
 OS1048  GEOID HEIGHT    -        -19.930 (meters)                     GEOID18
 OS1048  DYNAMIC HEIGHT  -        958.436 (meters)     3144.47  (feet) COMP
 OS1048  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 OS1048
 OS1048  VERT ORDER      -  FIRST     CLASS II
 OS1048
 OS1048.The horizontal coordinates were scaled from a map and have
 OS1048.an estimated accuracy of +/- 6 seconds.
 OS1048
 OS1048.The orthometric height was determined by differential leveling and
 OS1048.adjusted by the NATIONAL GEODETIC SURVEY
 OS1048.in June 1994.
 OS1048
 OS1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1048.GEOID18 height accuracy estimate available here.
 OS1048
 OS1048.Click photographs - Photos may exist for this station.
 OS1048
 OS1048.The dynamic height is computed by dividing the NAVD 88
 OS1048.geopotential number by the normal gravity value computed on the
 OS1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1048.degrees latitude (g = 980.6199 gals.).
 OS1048
 OS1048.The modeled gravity was interpolated from observed gravity values.
 OS1048
 OS1048;                    North         East    Units  Estimated Accuracy
 OS1048;SPC SD S     -    95,750.      492,250.      MT  (+/- 180 meters Scaled)
 OS1048
 OS1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN839850(NAD 83)
 OS1048
 OS1048                          SUPERSEDED SURVEY CONTROL
 OS1048
 OS1048.No superseded survey control is available for this station.
 OS1048
 OS1048_MARKER: DD = SURVEY DISK
 OS1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1048_STAMPING: 8 SJS 1975
 OS1048_MARK LOGO: USGS
 OS1048_PROJECTION: FLUSH
 OS1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1048+STABILITY: SURFACE MOTION
 OS1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1048+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1048
 OS1048  HISTORY     - Date     Condition        Report By
 OS1048  HISTORY     - 1975     MONUMENTED       USGS
 OS1048  HISTORY     - 19930929 GOOD             NGS
 OS1048  HISTORY     - 20121204 GOOD             INDIV
 OS1048
 OS1048                          STATION DESCRIPTION
 OS1048
 OS1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1048'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS1048'STATE HIGHWAY 73 IN MARTIN, 91.0 M (298.6 FT) NORTHEAST OF MILEPOST
 OS1048'153, 59.0 M (193.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 30.4 M
 OS1048'(99.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW
 OS1048'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A T-FENCE CORNER,
 OS1048'0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 OS1048'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS1048
 OS1048                          STATION RECOVERY (2012)
 OS1048
 OS1048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7921 ***********************************************************************
 AC7921  CBN         -  This is a Cooperative Base Network Control Station.
 AC7921  DESIGNATION -  81 046.17
 AC7921  PID         -  AC7921
 AC7921  STATE/COUNTY-  SD/MCCOOK
 AC7921  COUNTRY     -  US
 AC7921  USGS QUAD   -  DOLTON (2017)
 AC7921
 AC7921                         *CURRENT SURVEY CONTROL
 AC7921  ______________________________________________________________________
 AC7921* NAD 83(2011) POSITION- 43 29 59.99559(N) 097 23 47.83739(W)   ADJUSTED
 AC7921* NAD 83(2011) ELLIP HT-   416.878 (meters)        (06/27/12)   ADJUSTED
 AC7921* NAD 83(2011) EPOCH   -  2010.00
 AC7921* NAVD 88 ORTHO HEIGHT -   442.9   (meters)     1453.    (feet) GPS OBS
 AC7921  ______________________________________________________________________
 AC7921  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7921  GEOID HEIGHT    -        -25.973 (meters)                     GEOID96
 AC7921  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 AC7921  NAD 83(2011) X  -   -596,592.901 (meters)                     COMP
 AC7921  NAD 83(2011) Y  - -4,595,632.549 (meters)                     COMP
 AC7921  NAD 83(2011) Z  -  4,368,248.626 (meters)                     COMP
 AC7921  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 AC7921
 AC7921  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7921  Standards:
 AC7921         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7921            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7921  -------------------------------------------------------------------
 AC7921  NETWORK    0.85   2.57           0.40   0.26   1.31     -0.05994619
 AC7921  -------------------------------------------------------------------
 AC7921  Click here for local accuracies and other accuracy information.
 AC7921
 AC7921.The horizontal coordinates were established by GPS observations
 AC7921.and adjusted by the National Geodetic Survey in June 2012.
 AC7921
 AC7921.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7921.been affixed to the stable North American tectonic plate. See 
 AC7921.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7921
 AC7921.The horizontal coordinates are valid at the epoch date displayed above
 AC7921.which is a decimal equivalence of Year/Month/Day.
 AC7921
 AC7921.The orthometric height was determined by GPS observations and a
 AC7921.high-resolution geoid model.
 AC7921
 AC7921.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7921.GEOID18 height accuracy estimate available here.
 AC7921
 AC7921.Click photographs - Photos may exist for this station.
 AC7921
 AC7921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7921
 AC7921.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7921
 AC7921.The ellipsoidal height was determined by GPS observations
 AC7921.and is referenced to NAD 83.
 AC7921
 AC7921. The following values were computed from the NAD 83(2011) position.
 AC7921
 AC7921;                    North         East     Units Scale Factor Converg.
 AC7921;SPC SD S     -   133,804.162   837,440.406   MT  0.99990900   +2 01 33.2
 AC7921;SPC SD S     -   438,989.15  2,747,502.40   sFT  0.99990900   +2 01 33.2
 AC7921;UTM  14      - 4,817,589.901   629,624.975   MT  0.99980668   +1 06 13.8
 AC7921
 AC7921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7921!SPC SD S     -   0.99993463  x   0.99990900  =   0.99984364
 AC7921!UTM  14      -   0.99993463  x   0.99980668  =   0.99974132
 AC7921
 AC7921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2962417589(NAD 83)
 AC7921
 AC7921                          SUPERSEDED SURVEY CONTROL
 AC7921
 AC7921  NAD 83(2007)-  43 29 59.99558(N)    097 23 47.83825(W) AD(2002.00) 0
 AC7921  ELLIP H (02/10/07)  416.907  (m)                       GP(2002.00)    
 AC7921  ELLIP H (04/15/04)  416.891  (m)                       GP(       ) 2 1
 AC7921  NAD 83(1996)-  43 29 59.99542(N)    097 23 47.83799(W) AD(       ) B
 AC7921  ELLIP H (04/18/97)  416.932  (m)                       GP(       ) 4 1
 AC7921
 AC7921.Superseded values are not recommended for survey control.
 AC7921
 AC7921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7921.See file dsdata.pdf to determine how the superseded data were derived.
 AC7921
 AC7921_MARKER: Z = SEE DESCRIPTION
 AC7921_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7921_STAMPING: 81-46.17 1995
 AC7921_MARK LOGO: NGS
 AC7921_PROJECTION: FLUSH
 AC7921_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7921+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 AC7921_ROD/PIPE-DEPTH: 6.4 meters
 AC7921_SLEEVE-DEPTH  : 1.8 meters
 AC7921
 AC7921  HISTORY     - Date     Condition        Report By
 AC7921  HISTORY     - 1995     MONUMENTED       SDDT
 AC7921  HISTORY     - 19960926 GOOD             NGS
 AC7921  HISTORY     - 20130613 GOOD             SDDENR
 AC7921
 AC7921                          STATION DESCRIPTION
 AC7921
 AC7921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7921'THE STATION IS LOCATED ABOUT 11.9 MI (19.2 KM) SOUTH OF INTERSTATE
 AC7921'HIGHWAY 90 EXIT 364, 7.0 MI (11.3 KM) SOUTHEAST OF BRIDGEWATER, AND AT
 AC7921'THE MCCOOK/TURNER COUNTY LINE ON U.S. HIGHWAY 81.  OWNERSHIP--THE
 AC7921'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7921'HIGHWAY 81 AND STATE HIGHWAY 42, 5.0 MI (8.0 KM) EAST OF BRIDGEWATER,
 AC7921'GO SOUTH ON U.S. HIGHWAY 81 FOR 3.3 MI (5.3 KM) TO THE STATION ON THE
 AC7921'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7921'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7921'PIPE.  LOCATED 74.0 FT (22.6 M) NORTH OF THE HIGHWAY CENTERLINE, 24.0
 AC7921'FT (7.3 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 FT (0.3 M)
 AC7921'SOUTH OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) NORTH OF A METAL
 AC7921'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7921'CAP AND THEN A 4-INCH PVC CAP.
 AC7921
 AC7921                          STATION RECOVERY (2013)
 AC7921
 AC7921'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 AC7921'ABOUT 3 MI SOUTH OF THE U.S.81/SD HWY 42 INTERSECTION, ON THE NORTH
 AC7921'SIDE OF U.S. 81, RIGHT AFTER A CURVE TO WEST (BEFORE THE RR CROSSING),
 AC7921'ABOUT 890 FT WEST OF THE INTERSECTION WITH 268 ST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7952 ***********************************************************************
 AC7952  CBN         -  This is a Cooperative Base Network Control Station.
 AC7952  DESIGNATION -  81 070.64
 AC7952  PID         -  AC7952
 AC7952  STATE/COUNTY-  SD/MCCOOK
 AC7952  COUNTRY     -  US
 AC7952  USGS QUAD   -  UNITYVILLE (2017)
 AC7952
 AC7952                         *CURRENT SURVEY CONTROL
 AC7952  ______________________________________________________________________
 AC7952* NAD 83(2011) POSITION- 43 50 54.37199(N) 097 23 22.32464(W)   ADJUSTED
 AC7952* NAD 83(2011) ELLIP HT-   456.203 (meters)        (06/27/12)   ADJUSTED
 AC7952* NAD 83(2011) EPOCH   -  2010.00
 AC7952* NAVD 88 ORTHO HEIGHT -   482.1   (meters)     1582.    (feet) GPS OBS
 AC7952  ______________________________________________________________________
 AC7952  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7952  GEOID HEIGHT    -        -25.812 (meters)                     GEOID96
 AC7952  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 AC7952  NAD 83(2011) X  -   -592,589.530 (meters)                     COMP
 AC7952  NAD 83(2011) Y  - -4,569,220.890 (meters)                     COMP
 AC7952  NAD 83(2011) Z  -  4,396,278.279 (meters)                     COMP
 AC7952  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 AC7952
 AC7952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7952  Standards:
 AC7952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7952  -------------------------------------------------------------------
 AC7952  NETWORK    0.91   2.86           0.42   0.30   1.46     -0.08837698
 AC7952  -------------------------------------------------------------------
 AC7952  Click here for local accuracies and other accuracy information.
 AC7952
 AC7952.The horizontal coordinates were established by GPS observations
 AC7952.and adjusted by the National Geodetic Survey in June 2012.
 AC7952
 AC7952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7952.been affixed to the stable North American tectonic plate. See 
 AC7952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7952
 AC7952.The horizontal coordinates are valid at the epoch date displayed above
 AC7952.which is a decimal equivalence of Year/Month/Day.
 AC7952
 AC7952.The orthometric height was determined by GPS observations and a
 AC7952.high-resolution geoid model.
 AC7952
 AC7952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7952.GEOID18 height accuracy estimate available here.
 AC7952
 AC7952.Click photographs - Photos may exist for this station.
 AC7952
 AC7952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7952
 AC7952.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7952
 AC7952.The ellipsoidal height was determined by GPS observations
 AC7952.and is referenced to NAD 83.
 AC7952
 AC7952. The following values were computed from the NAD 83(2011) position.
 AC7952
 AC7952;                    North         East     Units Scale Factor Converg.
 AC7952;SPC SD S     -   172,510.106   836,641.413   MT  0.99991491   +2 01 50.8
 AC7952;SPC SD S     -   565,976.91  2,744,881.04   sFT  0.99991491   +2 01 50.8
 AC7952;UTM  14      - 4,856,299.711   629,446.575   MT  0.99980610   +1 06 56.9
 AC7952
 AC7952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7952!SPC SD S     -   0.99992847  x   0.99991491  =   0.99984338
 AC7952!UTM  14      -   0.99992847  x   0.99980610  =   0.99973458
 AC7952
 AC7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2944656299(NAD 83)
 AC7952
 AC7952                          SUPERSEDED SURVEY CONTROL
 AC7952
 AC7952  NAD 83(2007)-  43 50 54.37195(N)    097 23 22.32556(W) AD(2002.00) 0
 AC7952  ELLIP H (02/10/07)  456.232  (m)                       GP(2002.00)    
 AC7952  ELLIP H (04/15/04)  456.246  (m)                       GP(       ) 2 1
 AC7952  NAD 83(1996)-  43 50 54.37153(N)    097 23 22.32496(W) AD(       ) B
 AC7952  ELLIP H (04/18/97)  456.264  (m)                       GP(       ) 4 1
 AC7952
 AC7952.Superseded values are not recommended for survey control.
 AC7952
 AC7952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7952.See file dsdata.pdf to determine how the superseded data were derived.
 AC7952
 AC7952_MARKER: Z = SEE DESCRIPTION
 AC7952_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7952_STAMPING: 81-70.64 1995
 AC7952_MARK LOGO: NGS
 AC7952_PROJECTION: PROJECTING 3 CENTIMETERS
 AC7952_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7952+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AC7952_ROD/PIPE-DEPTH: 6.4 meters
 AC7952_SLEEVE-DEPTH  : 1.8 meters
 AC7952
 AC7952  HISTORY     - Date     Condition        Report By
 AC7952  HISTORY     - 1995     MONUMENTED       SDDT
 AC7952  HISTORY     - 19960619 GOOD             NGS
 AC7952  HISTORY     - 20120514 GOOD             INDIV
 AC7952
 AC7952                          STATION DESCRIPTION
 AC7952
 AC7952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7952'THE STATION IS LOCATED 8.0 MI (12.9 KM) NORTH OF SALEM, 3.0 MI (4.8
 AC7952'KM) NORTHWEST OF CENTER, AND AT THE MCCOOK/MINER COUNTY LINE ON U.S.
 AC7952'HIGHWAY 81.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7952'STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 38, AT
 AC7952'THE SOUTH SIDE OF SALEM, GO NORTH ON U.S. HIGHWAY 81 FOR 9.4 MI (15.1
 AC7952'KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP
 AC7952'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 AC7952'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.3 M (73.2 FT) WEST OF
 AC7952'THE HIGHWAY CENTERLINE, 16.3 M (53.5 FT) SOUTH OF THE CENTER OF A
 AC7952'GRAVELED ROAD, 15.7 M (51.5 FT) NORTHWEST OF A SIGN (MCCOOK COUNTY),
 AC7952'5.5 M (18.0 FT) SOUTH OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 AC7952'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND FENCE,
 AC7952'0.4 M (1.3 FT) WEST OF A METAL GUARD POST, AND 0.14 M (0.46 FT) BELOW
 AC7952'THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7952'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7952
 AC7952                          STATION RECOVERY (2012)
 AC7952
 AC7952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC7952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7881 ***********************************************************************
 AC7881  CBN         -  This is a Cooperative Base Network Control Station.
 AC7881  DESIGNATION -  81 109.48
 AC7881  PID         -  AC7881
 AC7881  STATE/COUNTY-  SD/KINGSBURY
 AC7881  COUNTRY     -  US
 AC7881  USGS QUAD   -  MADISON NW (2017)
 AC7881
 AC7881                         *CURRENT SURVEY CONTROL
 AC7881  ______________________________________________________________________
 AC7881* NAD 83(2011) POSITION- 44 13 16.89937(N) 097 07 46.26173(W)   ADJUSTED
 AC7881* NAD 83(2011) ELLIP HT-   522.849 (meters)        (06/27/12)   ADJUSTED
 AC7881* NAD 83(2011) EPOCH   -  2010.00
 AC7881* NAVD 88 ORTHO HEIGHT -   548.3   (meters)     1799.    (feet) GPS OBS
 AC7881  ______________________________________________________________________
 AC7881  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7881  GEOID HEIGHT    -        -25.373 (meters)                     GEOID96
 AC7881  GEOID HEIGHT    -        -25.435 (meters)                     GEOID18
 AC7881  NAD 83(2011) X  -   -568,278.561 (meters)                     COMP
 AC7881  NAD 83(2011) Y  - -4,543,328.682 (meters)                     COMP
 AC7881  NAD 83(2011) Z  -  4,426,116.375 (meters)                     COMP
 AC7881  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 AC7881
 AC7881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7881  Standards:
 AC7881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7881  -------------------------------------------------------------------
 AC7881  NETWORK    0.75   2.35           0.34   0.26   1.20     -0.11322452
 AC7881  -------------------------------------------------------------------
 AC7881  Click here for local accuracies and other accuracy information.
 AC7881
 AC7881.The horizontal coordinates were established by GPS observations
 AC7881.and adjusted by the National Geodetic Survey in June 2012.
 AC7881
 AC7881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7881.been affixed to the stable North American tectonic plate. See 
 AC7881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7881
 AC7881.The horizontal coordinates are valid at the epoch date displayed above
 AC7881.which is a decimal equivalence of Year/Month/Day.
 AC7881
 AC7881.The orthometric height was determined by GPS observations and a
 AC7881.high-resolution geoid model.
 AC7881
 AC7881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7881.GEOID18 height accuracy estimate available here.
 AC7881
 AC7881.Click photographs - Photos may exist for this station.
 AC7881
 AC7881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7881
 AC7881.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7881
 AC7881.The ellipsoidal height was determined by GPS observations
 AC7881.and is referenced to NAD 83.
 AC7881
 AC7881. The following values were computed from the NAD 83(2011) position.
 AC7881
 AC7881;                    North         East     Units Scale Factor Converg.
 AC7881;SPC SD N     -    47,185.312   829,334.623   MT  1.00004314   +2 01 53.6
 AC7881;SPC SD N     -   154,807.14  2,720,908.68   sFT  1.00004314   +2 01 53.6
 AC7881;UTM  14      - 4,898,160.573   649,406.379   MT  0.99987453   +1 18 17.2
 AC7881
 AC7881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7881!SPC SD N     -   0.99991802  x   1.00004314  =   0.99996116
 AC7881!UTM  14      -   0.99991802  x   0.99987453  =   0.99979256
 AC7881
 AC7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4940698160(NAD 83)
 AC7881
 AC7881                          SUPERSEDED SURVEY CONTROL
 AC7881
 AC7881  NAD 83(2007)-  44 13 16.89931(N)    097 07 46.26267(W) AD(2002.00) 0
 AC7881  ELLIP H (02/10/07)  522.883  (m)                       GP(2002.00)    
 AC7881  ELLIP H (04/15/04)  522.898  (m)                       GP(       ) 2 1
 AC7881  NAD 83(1996)-  44 13 16.89881(N)    097 07 46.26195(W) AD(       ) B
 AC7881  ELLIP H (04/18/97)  522.909  (m)                       GP(       ) 4 1
 AC7881
 AC7881.Superseded values are not recommended for survey control.
 AC7881
 AC7881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7881.See file dsdata.pdf to determine how the superseded data were derived.
 AC7881
 AC7881_MARKER: Z = SEE DESCRIPTION
 AC7881_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7881_STAMPING: 81-109.48 1995
 AC7881_MARK LOGO: NGS
 AC7881_PROJECTION: FLUSH
 AC7881_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7881+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 AC7881_ROD/PIPE-DEPTH: 6.4 meters
 AC7881_SLEEVE-DEPTH  : 1.8 meters
 AC7881
 AC7881  HISTORY     - Date     Condition        Report By
 AC7881  HISTORY     - 1995     MONUMENTED       SDDT
 AC7881  HISTORY     - 19960925 GOOD             SDDT
 AC7881
 AC7881                          STATION DESCRIPTION
 AC7881
 AC7881'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7881'THE STATION IS LOCATED 9.0 MI (14.5 KM) SOUTH OF ARLINGTON AND 8.5 MI
 AC7881'(13.7 KM) EAST OF OLDHAM, ON U.S. HIGHWAY 81.  OWNERSHIP--THE STATE OF
 AC7881'SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN SINAI, GO
 AC7881'WEST ON MAIN STREET FOR 1.9 MI (3.1 KM) TO A FOUR WAY STOP AND THE
 AC7881'JUNCTION OF BROOKINGS COUNTY ROAD 12, TURN RIGHT ON COUNTY ROAD 12 FOR
 AC7881'3.0 MILES (4.8 KM) TO THE JUNCTION OF U.S. HIGHWAY 81, TURN LEFT AND
 AC7881'GO SOUTH ON U.S. HIGHWAY 81 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 AC7881'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7881'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7881'PIPE.  LOCATED 71.0 FT (21.6 M) WEST OF THE HIGHWAY CENTER, 29.0 FT
 AC7881'(8.8 M) WEST OF THE SOUTH END OF A CULVERT UNDER A FIELD ENTRANCE
 AC7881'ROAD, 22.0 FT (6.7 M) SOUTH OF THE CENTER OF THE ROAD, 2.5 FT (0.8 M)
 AC7881'EAST OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) WEST OF METAL
 AC7881'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC7881'CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7889 ***********************************************************************
 AC7889  CBN         -  This is a Cooperative Base Network Control Station.
 AC7889  DESIGNATION -  81 124.19
 AC7889  PID         -  AC7889
 AC7889  STATE/COUNTY-  SD/KINGSBURY
 AC7889  COUNTRY     -  US
 AC7889  USGS QUAD   -  BADGER (2017)
 AC7889
 AC7889                         *CURRENT SURVEY CONTROL
 AC7889  ______________________________________________________________________
 AC7889* NAD 83(2011) POSITION- 44 26 04.25015(N) 097 07 44.04221(W)   ADJUSTED
 AC7889* NAD 83(2011) ELLIP HT-   522.524 (meters)        (06/27/12)   ADJUSTED
 AC7889* NAD 83(2011) EPOCH   -  2010.00
 AC7889* NAVD 88 ORTHO HEIGHT -   547.5   (meters)     1796.    (feet) GPS OBS
 AC7889  ______________________________________________________________________
 AC7889  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7889  GEOID HEIGHT    -        -24.952 (meters)                     GEOID96
 AC7889  GEOID HEIGHT    -        -24.987 (meters)                     GEOID18
 AC7889  NAD 83(2011) X  -   -566,175.536 (meters)                     COMP
 AC7889  NAD 83(2011) Y  - -4,526,910.751 (meters)                     COMP
 AC7889  NAD 83(2011) Z  -  4,443,060.838 (meters)                     COMP
 AC7889  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 AC7889
 AC7889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7889  Standards:
 AC7889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7889  -------------------------------------------------------------------
 AC7889  NETWORK    0.75   2.31           0.34   0.26   1.18     -0.14091767
 AC7889  -------------------------------------------------------------------
 AC7889  Click here for local accuracies and other accuracy information.
 AC7889
 AC7889.The horizontal coordinates were established by GPS observations
 AC7889.and adjusted by the National Geodetic Survey in June 2012.
 AC7889
 AC7889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7889.been affixed to the stable North American tectonic plate. See 
 AC7889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7889
 AC7889.The horizontal coordinates are valid at the epoch date displayed above
 AC7889.which is a decimal equivalence of Year/Month/Day.
 AC7889
 AC7889.The orthometric height was determined by GPS observations and a
 AC7889.high-resolution geoid model.
 AC7889
 AC7889.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7889.GEOID18 height accuracy estimate available here.
 AC7889
 AC7889.Click photographs - Photos may exist for this station.
 AC7889
 AC7889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7889
 AC7889.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7889
 AC7889.The ellipsoidal height was determined by GPS observations
 AC7889.and is referenced to NAD 83.
 AC7889
 AC7889. The following values were computed from the NAD 83(2011) position.
 AC7889
 AC7889;                    North         East     Units Scale Factor Converg.
 AC7889;SPC SD N     -    70,857.881   828,544.025   MT  0.99999663   +2 01 55.2
 AC7889;SPC SD N     -   232,472.90  2,718,314.86   sFT  0.99999663   +2 01 55.2
 AC7889;UTM  14      - 4,921,837.808   648,915.157   MT  0.99987272   +1 18 36.7
 AC7889
 AC7889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7889!SPC SD N     -   0.99991808  x   0.99999663  =   0.99991471
 AC7889!UTM  14      -   0.99991808  x   0.99987272  =   0.99979081
 AC7889
 AC7889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4891521837(NAD 83)
 AC7889
 AC7889                          SUPERSEDED SURVEY CONTROL
 AC7889
 AC7889  NAD 83(2007)-  44 26 04.25011(N)    097 07 44.04334(W) AD(2002.00) 0
 AC7889  ELLIP H (02/10/07)  522.538  (m)                       GP(2002.00)    
 AC7889  ELLIP H (04/15/04)  522.573  (m)                       GP(       ) 2 1
 AC7889  NAD 83(1996)-  44 26 04.24958(N)    097 07 44.04245(W) AD(       ) B
 AC7889  ELLIP H (04/18/97)  522.584  (m)                       GP(       ) 4 1
 AC7889
 AC7889.Superseded values are not recommended for survey control.
 AC7889
 AC7889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7889.See file dsdata.pdf to determine how the superseded data were derived.
 AC7889
 AC7889_MARKER: Z = SEE DESCRIPTION
 AC7889_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7889_STAMPING: 81-124.19 1995
 AC7889_MARK LOGO: NGS
 AC7889_PROJECTION: FLUSH
 AC7889_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7889+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 AC7889_ROD/PIPE-DEPTH: 6.4 meters
 AC7889_SLEEVE-DEPTH  : 1.8 meters
 AC7889
 AC7889  HISTORY     - Date     Condition        Report By
 AC7889  HISTORY     - 1995     MONUMENTED       SDDT
 AC7889  HISTORY     - 19960925 GOOD             NGS
 AC7889
 AC7889                          STATION DESCRIPTION
 AC7889
 AC7889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7889'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF THE
 AC7889'KINGSBURY/HAMLIN COUNTY LINE AND 4.0 MI (6.4 KM) NORTH OF ARLINGTON,
 AC7889'ON U.S. HIGHWAY 81.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 AC7889'THE STATION FROM THE POST OFFICE IN ARLINGTON, GO NORTH ON MAIN STREET
 AC7889'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF U.S. HIGHWAY 14, TURN RIGHT AND
 AC7889'GO EAST ON U.S. HIGHWAY 14 FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF U.S.
 AC7889'HIGHWAY 81, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 81 FOR 5.1 MI (8.2
 AC7889'KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP
 AC7889'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 AC7889'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 73.0 FT (22.3 M) WEST OF
 AC7889'THE CENTER OF THE HIGHWAY, 25.0 FT (7.6 M) SOUTH OF THE CENTER OF A
 AC7889'FIELD ENTRANCE, 2.3 FT (0.7 M) EAST OF A WITNESS POST AND FENCE, AND
 AC7889'1.3 FT (0.4 M) WEST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 AC7889'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7864 ***********************************************************************
 AC7864  CBN         -  This is a Cooperative Base Network Control Station.
 AC7864  DESIGNATION -  81 140.70
 AC7864  PID         -  AC7864
 AC7864  STATE/COUNTY-  SD/HAMLIN
 AC7864  COUNTRY     -  US
 AC7864  USGS QUAD   -  HAYTI (2017)
 AC7864
 AC7864                         *CURRENT SURVEY CONTROL
 AC7864  ______________________________________________________________________
 AC7864* NAD 83(2011) POSITION- 44 40 18.78036(N) 097 07 40.97973(W)   ADJUSTED
 AC7864* NAD 83(2011) ELLIP HT-   507.108 (meters)        (06/27/12)   ADJUSTED
 AC7864* NAD 83(2011) EPOCH   -  2010.00
 AC7864* NAVD 88 ORTHO HEIGHT -   532.0   (meters)     1745.    (feet) GPS OBS
 AC7864  ______________________________________________________________________
 AC7864  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7864  GEOID HEIGHT    -        -24.852 (meters)                     GEOID96
 AC7864  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 AC7864  NAD 83(2011) X  -   -563,810.479 (meters)                     COMP
 AC7864  NAD 83(2011) Y  - -4,508,544.308 (meters)                     COMP
 AC7864  NAD 83(2011) Z  -  4,461,847.921 (meters)                     COMP
 AC7864  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 AC7864
 AC7864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7864  Standards:
 AC7864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7864  -------------------------------------------------------------------
 AC7864  NETWORK    0.67   2.04           0.30   0.24   1.04     -0.11429819
 AC7864  -------------------------------------------------------------------
 AC7864  Click here for local accuracies and other accuracy information.
 AC7864
 AC7864.The horizontal coordinates were established by GPS observations
 AC7864.and adjusted by the National Geodetic Survey in June 2012.
 AC7864
 AC7864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7864.been affixed to the stable North American tectonic plate. See 
 AC7864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7864
 AC7864.The horizontal coordinates are valid at the epoch date displayed above
 AC7864.which is a decimal equivalence of Year/Month/Day.
 AC7864
 AC7864.The orthometric height was determined by GPS observations and a
 AC7864.high-resolution geoid model.
 AC7864
 AC7864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7864.GEOID18 height accuracy estimate available here.
 AC7864
 AC7864.Click photographs - Photos may exist for this station.
 AC7864
 AC7864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7864
 AC7864.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7864
 AC7864.The ellipsoidal height was determined by GPS observations
 AC7864.and is referenced to NAD 83.
 AC7864
 AC7864. The following values were computed from the NAD 83(2011) position.
 AC7864
 AC7864;                    North         East     Units Scale Factor Converg.
 AC7864;SPC SD N     -    97,220.313   827,676.189   MT  0.99996090   +2 01 57.3
 AC7864;SPC SD N     -   318,963.64  2,715,467.63   sFT  0.99996090   +2 01 57.3
 AC7864;UTM  14      - 4,948,206.269   648,378.276   MT  0.99987074   +1 18 58.7
 AC7864
 AC7864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7864!SPC SD N     -   0.99992050  x   0.99996090  =   0.99988140
 AC7864!UTM  14      -   0.99992050  x   0.99987074  =   0.99979125
 AC7864
 AC7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4837848206(NAD 83)
 AC7864
 AC7864                          SUPERSEDED SURVEY CONTROL
 AC7864
 AC7864  NAD 83(2007)-  44 40 18.78029(N)    097 07 40.98065(W) AD(2002.00) 0
 AC7864  ELLIP H (02/10/07)  507.143  (m)                       GP(2002.00)    
 AC7864  ELLIP H (04/15/04)  507.160  (m)                       GP(       ) 2 1
 AC7864  NAD 83(1996)-  44 40 18.77979(N)    097 07 40.98005(W) AD(       ) B
 AC7864  ELLIP H (04/18/97)  507.174  (m)                       GP(       ) 4 1
 AC7864
 AC7864.Superseded values are not recommended for survey control.
 AC7864
 AC7864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7864.See file dsdata.pdf to determine how the superseded data were derived.
 AC7864
 AC7864_MARKER: Z = SEE DESCRIPTION
 AC7864_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7864_STAMPING: 81-140.70 1995
 AC7864_MARK LOGO: NGS
 AC7864_PROJECTION: FLUSH
 AC7864_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7864+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 AC7864_ROD/PIPE-DEPTH: 6.4 meters
 AC7864_SLEEVE-DEPTH  : 1.8 meters
 AC7864
 AC7864  HISTORY     - Date     Condition        Report By
 AC7864  HISTORY     - 1995     MONUMENTED       SDDT
 AC7864  HISTORY     - 19960924 GOOD             NGS
 AC7864
 AC7864                          STATION DESCRIPTION
 AC7864
 AC7864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7864'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH OF WATERTOWN AND
 AC7864'4.2 MI (6.8 KM) NORTHEAST OF HAYTI, ON U.S. HIGHWAY 81.  TO REACH THE
 AC7864'STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 21, 4.0
 AC7864'MILES (6.4 KM) EAST OF HAYTI, GO NORTH ON U.S. HIGHWAY 81 FOR 0.9 MI
 AC7864'(1.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7864'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7864'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 27.9 M (91.5 FT) WEST
 AC7864'OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3
 AC7864'M (1.0 FT) WEST OF A METAL GUARD POST, AND NEAR THE CENTER OF THE WEST
 AC7864'END OF A DITCH BLOCK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7864'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7898 ***********************************************************************
 AC7898  CBN         -  This is a Cooperative Base Network Control Station.
 AC7898  DESIGNATION -  81 31.41
 AC7898  PID         -  AC7898
 AC7898  STATE/COUNTY-  SD/HUTCHINSON
 AC7898  COUNTRY     -  US
 AC7898  USGS QUAD   -  FREEMAN (2017)
 AC7898
 AC7898                         *CURRENT SURVEY CONTROL
 AC7898  ______________________________________________________________________
 AC7898* NAD 83(2011) POSITION- 43 18 11.37063(N) 097 25 12.37794(W)   ADJUSTED
 AC7898* NAD 83(2011) ELLIP HT-   447.953 (meters)        (06/27/12)   ADJUSTED
 AC7898* NAD 83(2011) EPOCH   -  2010.00
 AC7898* NAVD 88 ORTHO HEIGHT -   473.9   (meters)     1555.    (feet) GPS OBS
 AC7898  ______________________________________________________________________
 AC7898  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7898  GEOID HEIGHT    -        -25.898 (meters)                     GEOID96
 AC7898  GEOID HEIGHT    -        -25.951 (meters)                     GEOID18
 AC7898  NAD 83(2011) X  -   -600,420.046 (meters)                     COMP
 AC7898  NAD 83(2011) Y  - -4,610,311.601 (meters)                     COMP
 AC7898  NAD 83(2011) Z  -  4,352,379.812 (meters)                     COMP
 AC7898  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 AC7898
 AC7898  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7898  Standards:
 AC7898         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7898            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7898  -------------------------------------------------------------------
 AC7898  NETWORK    0.80   2.51           0.37   0.27   1.28     -0.07644633
 AC7898  -------------------------------------------------------------------
 AC7898  Click here for local accuracies and other accuracy information.
 AC7898
 AC7898.The horizontal coordinates were established by GPS observations
 AC7898.and adjusted by the National Geodetic Survey in June 2012.
 AC7898
 AC7898.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7898.been affixed to the stable North American tectonic plate. See 
 AC7898.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7898
 AC7898.The horizontal coordinates are valid at the epoch date displayed above
 AC7898.which is a decimal equivalence of Year/Month/Day.
 AC7898
 AC7898.The orthometric height was determined by GPS observations and a
 AC7898.high-resolution geoid model.
 AC7898
 AC7898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7898.GEOID18 height accuracy estimate available here.
 AC7898
 AC7898.Click photographs - Photos may exist for this station.
 AC7898
 AC7898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7898
 AC7898.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7898
 AC7898.The ellipsoidal height was determined by GPS observations
 AC7898.and is referenced to NAD 83.
 AC7898
 AC7898. The following values were computed from the NAD 83(2011) position.
 AC7898
 AC7898;                    North         East     Units Scale Factor Converg.
 AC7898;SPC SD S     -   111,883.551   836,309.342   MT  0.99992192   +2 00 34.9
 AC7898;SPC SD S     -   367,071.28  2,743,791.57   sFT  0.99992192   +2 00 34.9
 AC7898;UTM  14      - 4,795,692.793   628,140.721   MT  0.99980199   +1 05 01.4
 AC7898
 AC7898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7898!SPC SD S     -   0.99992976  x   0.99992192  =   0.99985168
 AC7898!UTM  14      -   0.99992976  x   0.99980199  =   0.99973176
 AC7898
 AC7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2814095692(NAD 83)
 AC7898
 AC7898                          SUPERSEDED SURVEY CONTROL
 AC7898
 AC7898  NAD 83(2007)-  43 18 11.37061(N)    097 25 12.37881(W) AD(2002.00) 0
 AC7898  ELLIP H (02/10/07)  447.981  (m)                       GP(2002.00)    
 AC7898  ELLIP H (04/15/04)  447.981  (m)                       GP(       ) 2 1
 AC7898  NAD 83(1996)-  43 18 11.37036(N)    097 25 12.37842(W) AD(       ) B
 AC7898  ELLIP H (04/18/97)  448.009  (m)                       GP(       ) 4 1
 AC7898
 AC7898.Superseded values are not recommended for survey control.
 AC7898
 AC7898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7898.See file dsdata.pdf to determine how the superseded data were derived.
 AC7898
 AC7898_MARKER: Z = SEE DESCRIPTION
 AC7898_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7898_STAMPING: 81-31.41
 AC7898_MARK LOGO: NGS
 AC7898_PROJECTION: FLUSH
 AC7898_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7898+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 AC7898_ROD/PIPE-DEPTH: 6.4 meters
 AC7898_SLEEVE-DEPTH  : 1.8 meters
 AC7898
 AC7898  HISTORY     - Date     Condition        Report By
 AC7898  HISTORY     - 1995     MONUMENTED       SDDT
 AC7898  HISTORY     - 19960925 GOOD             SDDT
 AC7898  HISTORY     - 20130613 GOOD             SDDENR
 AC7898
 AC7898                          STATION DESCRIPTION
 AC7898
 AC7898'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7898'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF THE JUNCTION OF
 AC7898'U.S. HIGHWAYS 18 EAST AND 81 NORTH AND 3.0 MI (4.8 KM) SOUTH OF
 AC7898'FREEMAN, ON U.S. HIGHWAY 81.  OWNERSHIP--THE STATE OF SOUTH DAKOTA. TO
 AC7898'REACH THE STATION FROM THE POST OFFICE IN FREEMAN, GO EAST ON 5TH
 AC7898'STREET FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF CHERRY STREET, TURN
 AC7898'RIGHT AND GO SOUTH ON CHERRY STREET FOR 0.05 MILE (0.08 KM) TO THE
 AC7898'JUNCTION OF 6TH STREET, TURN LEFT AND GO EAST ON 6TH STREET FOR 0.8 MI
 AC7898'(1.3 KM) TO THE JUNCTION OF U.S. HIGHWAY 81, TURN RIGHT AND GO SOUTH
 AC7898'ON U.S. HIGHWAY 81 FOR 3.2 MILES (5.1 KM) TO THE STATION ON THE LEFT.
 AC7898'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7898'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7898'PIPE.  LOCATED 74.0 FT (22.6 M) EAST OF THE HIGHWAY CENTER, 30.0 FT
 AC7898'(9.1 M) NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST
 AC7898'OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) EAST OF METAL GUARD
 AC7898'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7898'AND THEN A 4-INCH PVC CAP.
 AC7898
 AC7898                          STATION RECOVERY (2013)
 AC7898
 AC7898'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 AC7898'ABOUT 4.3 MI NORTH OF THE U.S.18/U.S. 81 INTERSECTION, ON THE EAST
 AC7898'SIDE OF U.S. 81, ABOUT 0.3 MI N OF 282 ST.  NOTE--THE LOGO CAP IS
 AC7898'BROKEN OFF AND THE PVC CAP IS BROKEN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0936 ***********************************************************************
 OS0936  DESIGNATION -  83 012.43
 OS0936  PID         -  OS0936
 OS0936  STATE/COUNTY-  SD/TODD
 OS0936  COUNTRY     -  US
 OS0936  USGS QUAD   -  OLSONVILLE (2017)
 OS0936
 OS0936                         *CURRENT SURVEY CONTROL
 OS0936  ______________________________________________________________________
 OS0936* NAD 83(1986) POSITION- 43 10 23.     (N) 100 36 35.     (W)   SCALED
 OS0936* NAVD 88 ORTHO HEIGHT -   844.048 (meters)     2769.18  (feet) ADJUSTED
 OS0936  ______________________________________________________________________
 OS0936  GEOID HEIGHT    -        -22.812 (meters)                     GEOID18
 OS0936  DYNAMIC HEIGHT  -        843.705 (meters)     2768.06  (feet) COMP
 OS0936  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 OS0936
 OS0936  VERT ORDER      -  FIRST     CLASS II
 OS0936
 OS0936.The horizontal coordinates were scaled from a map and have
 OS0936.an estimated accuracy of +/- 6 seconds.
 OS0936
 OS0936.The orthometric height was determined by differential leveling and
 OS0936.adjusted by the NATIONAL GEODETIC SURVEY
 OS0936.in June 1994.
 OS0936
 OS0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0936.GEOID18 height accuracy estimate available here.
 OS0936
 OS0936.Click photographs - Photos may exist for this station.
 OS0936
 OS0936.The dynamic height is computed by dividing the NAVD 88
 OS0936.geopotential number by the normal gravity value computed on the
 OS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0936.degrees latitude (g = 980.6199 gals.).
 OS0936
 OS0936.The modeled gravity was interpolated from observed gravity values.
 OS0936
 OS0936;                    North         East    Units  Estimated Accuracy
 OS0936;SPC SD S     -    93,320.      577,530.      MT  (+/- 180 meters Scaled)
 OS0936
 OS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN691812(NAD 83)
 OS0936
 OS0936                          SUPERSEDED SURVEY CONTROL
 OS0936
 OS0936.No superseded survey control is available for this station.
 OS0936
 OS0936_MARKER: DB = BENCH MARK DISK
 OS0936_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0936_STAMPING: 83-12.43 1985
 OS0936_MARK LOGO: SDDT
 OS0936_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0936+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0936
 OS0936  HISTORY     - Date     Condition        Report By
 OS0936  HISTORY     - 1985     MONUMENTED       SDDT
 OS0936  HISTORY     - 19920722 GOOD             NGS
 OS0936
 OS0936                          STATION DESCRIPTION
 OS0936
 OS0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0936'16.5 KM (10.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0936'OF U.S. HIGHWAY 18 IN MISSION, 30.3 M (99.4 FT) EAST OF THE
 OS0936'CENTERLINE OF THE HIGHWAY, 14.2 M (46.6 FT) EAST-NORTHEAST OF THE
 OS0936'NORTH END OF A CULVERT UNDER A TRACK ROAD, 12.7 M (41.7 FT) NORTH OF
 OS0936'THE CENTER OF A GATE AND THE ROAD, 0.6 M (2.0 FT) WEST OF A WITNESS
 OS0936'POST AND FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0936'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0935 ***********************************************************************
 OS0935  DESIGNATION -  83 012.9
 OS0935  PID         -  OS0935
 OS0935  STATE/COUNTY-  SD/TODD
 OS0935  COUNTRY     -  US
 OS0935  USGS QUAD   -  OLSONVILLE (2017)
 OS0935
 OS0935                         *CURRENT SURVEY CONTROL
 OS0935  ______________________________________________________________________
 OS0935* NAD 83(1986) POSITION- 43 10 45.     (N) 100 36 37.     (W)   SCALED
 OS0935* NAVD 88 ORTHO HEIGHT -   842.400 (meters)     2763.77  (feet) ADJUSTED
 OS0935  ______________________________________________________________________
 OS0935  GEOID HEIGHT    -        -22.837 (meters)                     GEOID18
 OS0935  DYNAMIC HEIGHT  -        842.058 (meters)     2762.65  (feet) COMP
 OS0935  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 OS0935
 OS0935  VERT ORDER      -  FIRST     CLASS II
 OS0935
 OS0935.The horizontal coordinates were scaled from a map and have
 OS0935.an estimated accuracy of +/- 6 seconds.
 OS0935
 OS0935.The orthometric height was determined by differential leveling and
 OS0935.adjusted by the NATIONAL GEODETIC SURVEY
 OS0935.in June 1994.
 OS0935
 OS0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0935.GEOID18 height accuracy estimate available here.
 OS0935
 OS0935.Click photographs - Photos may exist for this station.
 OS0935
 OS0935.The dynamic height is computed by dividing the NAVD 88
 OS0935.geopotential number by the normal gravity value computed on the
 OS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0935.degrees latitude (g = 980.6199 gals.).
 OS0935
 OS0935.The modeled gravity was interpolated from observed gravity values.
 OS0935
 OS0935;                    North         East    Units  Estimated Accuracy
 OS0935;SPC SD S     -    94,000.      577,490.      MT  (+/- 180 meters Scaled)
 OS0935
 OS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN691819(NAD 83)
 OS0935
 OS0935                          SUPERSEDED SURVEY CONTROL
 OS0935
 OS0935.No superseded survey control is available for this station.
 OS0935
 OS0935_MARKER: DB = BENCH MARK DISK
 OS0935_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0935_STAMPING: 83-12.9 1992
 OS0935_MARK LOGO: SDDT
 OS0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0935+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0935
 OS0935  HISTORY     - Date     Condition        Report By
 OS0935  HISTORY     - 1992     MONUMENTED       SDDT
 OS0935  HISTORY     - 19920722 GOOD             NGS
 OS0935
 OS0935                          STATION DESCRIPTION
 OS0935
 OS0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0935'15.9 KM (9.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0935'OF U.S. HIGHWAY 18 IN MISSION, 101.0 M (331.4 FT) SOUTH OF A T-FENCE
 OS0935'CORNER, 30.5 M (100.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.6
 OS0935'M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A
 OS0935'FENCE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 OS0935'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0934 ***********************************************************************
 OS0934  DESIGNATION -  83 013.46
 OS0934  PID         -  OS0934
 OS0934  STATE/COUNTY-  SD/TODD
 OS0934  COUNTRY     -  US
 OS0934  USGS QUAD   -  OLSONVILLE (2017)
 OS0934
 OS0934                         *CURRENT SURVEY CONTROL
 OS0934  ______________________________________________________________________
 OS0934* NAD 83(1986) POSITION- 43 11 15.     (N) 100 36 38.     (W)   SCALED
 OS0934* NAVD 88 ORTHO HEIGHT -   844.553 (meters)     2770.84  (feet) ADJUSTED
 OS0934  ______________________________________________________________________
 OS0934  GEOID HEIGHT    -        -22.874 (meters)                     GEOID18
 OS0934  DYNAMIC HEIGHT  -        844.211 (meters)     2769.72  (feet) COMP
 OS0934  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 OS0934
 OS0934  VERT ORDER      -  FIRST     CLASS II
 OS0934
 OS0934.The horizontal coordinates were scaled from a map and have
 OS0934.an estimated accuracy of +/- 6 seconds.
 OS0934
 OS0934.The orthometric height was determined by differential leveling and
 OS0934.adjusted by the NATIONAL GEODETIC SURVEY
 OS0934.in June 1994.
 OS0934
 OS0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0934.GEOID18 height accuracy estimate available here.
 OS0934
 OS0934.Click photographs - Photos may exist for this station.
 OS0934
 OS0934.The dynamic height is computed by dividing the NAVD 88
 OS0934.geopotential number by the normal gravity value computed on the
 OS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0934.degrees latitude (g = 980.6199 gals.).
 OS0934
 OS0934.The modeled gravity was interpolated from observed gravity values.
 OS0934
 OS0934;                    North         East    Units  Estimated Accuracy
 OS0934;SPC SD S     -    94,930.      577,470.      MT  (+/- 180 meters Scaled)
 OS0934
 OS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN691828(NAD 83)
 OS0934
 OS0934                          SUPERSEDED SURVEY CONTROL
 OS0934
 OS0934.No superseded survey control is available for this station.
 OS0934
 OS0934_MARKER: DB = BENCH MARK DISK
 OS0934_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0934_STAMPING: 83-13.46 1985
 OS0934_MARK LOGO: SDDT
 OS0934_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0934+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0934
 OS0934  HISTORY     - Date     Condition        Report By
 OS0934  HISTORY     - 1985     MONUMENTED       SDDT
 OS0934  HISTORY     - 19920722 GOOD             NGS
 OS0934
 OS0934                          STATION DESCRIPTION
 OS0934
 OS0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0934'14.9 KM (9.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0934'OF U.S. HIGHWAY 18 IN MISSION, 30.3 M (99.4 FT) NORTHEAST OF THE
 OS0934'CENTERLINE OF THE HIGHWAY, 18.5 M (60.7 FT) NORTH OF THE CENTER OF A
 OS0934'GATE AND TRACK ROAD, 11.2 M (36.7 FT) NORTHEAST OF THE NORTH END OF A
 OS0934'CULVERT UNDER THE ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS0934'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 OS0934'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0933 ***********************************************************************
 OS0933  DESIGNATION -  83 013.99
 OS0933  PID         -  OS0933
 OS0933  STATE/COUNTY-  SD/TODD
 OS0933  COUNTRY     -  US
 OS0933  USGS QUAD   -  OLSONVILLE (2017)
 OS0933
 OS0933                         *CURRENT SURVEY CONTROL
 OS0933  ______________________________________________________________________
 OS0933* NAD 83(1986) POSITION- 43 11 40.     (N) 100 36 51.     (W)   SCALED
 OS0933* NAVD 88 ORTHO HEIGHT -   851.193 (meters)     2792.62  (feet) ADJUSTED
 OS0933  ______________________________________________________________________
 OS0933  GEOID HEIGHT    -        -22.895 (meters)                     GEOID18
 OS0933  DYNAMIC HEIGHT  -        850.848 (meters)     2791.49  (feet) COMP
 OS0933  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 OS0933
 OS0933  VERT ORDER      -  FIRST     CLASS II
 OS0933
 OS0933.The horizontal coordinates were scaled from a map and have
 OS0933.an estimated accuracy of +/- 6 seconds.
 OS0933
 OS0933.The orthometric height was determined by differential leveling and
 OS0933.adjusted by the NATIONAL GEODETIC SURVEY
 OS0933.in June 1994.
 OS0933
 OS0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0933.GEOID18 height accuracy estimate available here.
 OS0933
 OS0933.Click photographs - Photos may exist for this station.
 OS0933
 OS0933.The dynamic height is computed by dividing the NAVD 88
 OS0933.geopotential number by the normal gravity value computed on the
 OS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0933.degrees latitude (g = 980.6199 gals.).
 OS0933
 OS0933.The modeled gravity was interpolated from observed gravity values.
 OS0933
 OS0933;                    North         East    Units  Estimated Accuracy
 OS0933;SPC SD S     -    95,700.      577,170.      MT  (+/- 180 meters Scaled)
 OS0933
 OS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN688836(NAD 83)
 OS0933
 OS0933                          SUPERSEDED SURVEY CONTROL
 OS0933
 OS0933.No superseded survey control is available for this station.
 OS0933
 OS0933_MARKER: DB = BENCH MARK DISK
 OS0933_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0933_STAMPING: 83-13.99 1985
 OS0933_MARK LOGO: SDDT
 OS0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0933+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0933
 OS0933  HISTORY     - Date     Condition        Report By
 OS0933  HISTORY     - 1985     MONUMENTED       SDDT
 OS0933  HISTORY     - 19920722 GOOD             NGS
 OS0933
 OS0933                          STATION DESCRIPTION
 OS0933
 OS0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0933'14.1 KM (8.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0933'OF U.S. HIGHWAY 18 IN MISSION, 30.2 M (99.1 FT) NORTHEAST OF THE
 OS0933'CENTERLINE OF THE HIGHWAY, 16.1 M (52.8 FT) NORTHWEST OF A T-FENCE
 OS0933'CORNER, 0.7 M (2.3 FT) SOUTHWEST OF THE FENCE, 0.4 M (1.3 FT) BELOW
 OS0933'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST,
 OS0933'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0932 ***********************************************************************
 OS0932  DESIGNATION -  83 014.59
 OS0932  PID         -  OS0932
 OS0932  STATE/COUNTY-  SD/TODD
 OS0932  COUNTRY     -  US
 OS0932  USGS QUAD   -  OLSONVILLE (2017)
 OS0932
 OS0932                         *CURRENT SURVEY CONTROL
 OS0932  ______________________________________________________________________
 OS0932* NAD 83(1986) POSITION- 43 12 06.     (N) 100 37 09.     (W)   SCALED
 OS0932* NAVD 88 ORTHO HEIGHT -   845.518 (meters)     2774.00  (feet) ADJUSTED
 OS0932  ______________________________________________________________________
 OS0932  GEOID HEIGHT    -        -22.914 (meters)                     GEOID18
 OS0932  DYNAMIC HEIGHT  -        845.175 (meters)     2772.88  (feet) COMP
 OS0932  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 OS0932
 OS0932  VERT ORDER      -  FIRST     CLASS II
 OS0932
 OS0932.The horizontal coordinates were scaled from a map and have
 OS0932.an estimated accuracy of +/- 6 seconds.
 OS0932
 OS0932.The orthometric height was determined by differential leveling and
 OS0932.adjusted by the NATIONAL GEODETIC SURVEY
 OS0932.in June 1994.
 OS0932
 OS0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0932.GEOID18 height accuracy estimate available here.
 OS0932
 OS0932.Click photographs - Photos may exist for this station.
 OS0932
 OS0932.The dynamic height is computed by dividing the NAVD 88
 OS0932.geopotential number by the normal gravity value computed on the
 OS0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0932.degrees latitude (g = 980.6199 gals.).
 OS0932
 OS0932.The modeled gravity was interpolated from observed gravity values.
 OS0932
 OS0932;                    North         East    Units  Estimated Accuracy
 OS0932;SPC SD S     -    96,500.      576,770.      MT  (+/- 180 meters Scaled)
 OS0932
 OS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN684844(NAD 83)
 OS0932
 OS0932                          SUPERSEDED SURVEY CONTROL
 OS0932
 OS0932.No superseded survey control is available for this station.
 OS0932
 OS0932_MARKER: DB = BENCH MARK DISK
 OS0932_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0932_STAMPING: 83-14.59 1985
 OS0932_MARK LOGO: SDDT
 OS0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0932+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0932
 OS0932  HISTORY     - Date     Condition        Report By
 OS0932  HISTORY     - 1985     MONUMENTED       SDDT
 OS0932  HISTORY     - 19920722 GOOD             NGS
 OS0932
 OS0932                          STATION DESCRIPTION
 OS0932
 OS0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0932'13.2 KM (8.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0932'OF U.S. HIGHWAY 18 IN MISSION, 30.1 M (98.8 FT) EAST OF THE
 OS0932'CENTERLINE OF THE HIGHWAY, 14.4 M (47.2 FT) NORTH OF THE CENTER OF A
 OS0932'GRAVELED DRIVEWAY, 7.2 M (23.6 FT) NORTH-NORTHWEST OF A T-FENCE
 OS0932'CORNER, 0.6 M (2.0 FT) WEST-SOUTHWEST OF THE FENCE, 0.5 M (1.6 FT)
 OS0932'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST-SOUTHWEST OF A
 OS0932'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0931 ***********************************************************************
 OS0931  DESIGNATION -  83 015.04
 OS0931  PID         -  OS0931
 OS0931  STATE/COUNTY-  SD/TODD
 OS0931  COUNTRY     -  US
 OS0931  USGS QUAD   -  OLSONVILLE (2017)
 OS0931
 OS0931                         *CURRENT SURVEY CONTROL
 OS0931  ______________________________________________________________________
 OS0931* NAD 83(1986) POSITION- 43 12 27.     (N) 100 37 24.     (W)   SCALED
 OS0931* NAVD 88 ORTHO HEIGHT -   835.685 (meters)     2741.74  (feet) ADJUSTED
 OS0931  ______________________________________________________________________
 OS0931  GEOID HEIGHT    -        -22.929 (meters)                     GEOID18
 OS0931  DYNAMIC HEIGHT  -        835.345 (meters)     2740.63  (feet) COMP
 OS0931  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 OS0931
 OS0931  VERT ORDER      -  FIRST     CLASS II
 OS0931
 OS0931.The horizontal coordinates were scaled from a map and have
 OS0931.an estimated accuracy of +/- 6 seconds.
 OS0931
 OS0931.The orthometric height was determined by differential leveling and
 OS0931.adjusted by the NATIONAL GEODETIC SURVEY
 OS0931.in June 1994.
 OS0931
 OS0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0931.GEOID18 height accuracy estimate available here.
 OS0931
 OS0931.Click photographs - Photos may exist for this station.
 OS0931
 OS0931.The dynamic height is computed by dividing the NAVD 88
 OS0931.geopotential number by the normal gravity value computed on the
 OS0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0931.degrees latitude (g = 980.6199 gals.).
 OS0931
 OS0931.The modeled gravity was interpolated from observed gravity values.
 OS0931
 OS0931;                    North         East    Units  Estimated Accuracy
 OS0931;SPC SD S     -    97,150.      576,430.      MT  (+/- 180 meters Scaled)
 OS0931
 OS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN681851(NAD 83)
 OS0931
 OS0931                          SUPERSEDED SURVEY CONTROL
 OS0931
 OS0931.No superseded survey control is available for this station.
 OS0931
 OS0931_MARKER: DB = BENCH MARK DISK
 OS0931_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0931_STAMPING: 83-15.04 1985
 OS0931_MARK LOGO: SDDT
 OS0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0931+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0931
 OS0931  HISTORY     - Date     Condition        Report By
 OS0931  HISTORY     - 1985     MONUMENTED       SDDT
 OS0931  HISTORY     - 19920722 GOOD             NGS
 OS0931
 OS0931                          STATION DESCRIPTION
 OS0931
 OS0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0931'12.4 KM (7.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0931'OF U.S. HIGHWAY 18 IN MISSION, 30.5 M (100.1 FT) EAST OF THE
 OS0931'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) NORTH OF A BRACED FENCE
 OS0931'POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 OS0931'WEST-SOUTHWEST OF THE FENCE, 0.3 M (1.0 FT) WEST-SOUTHWEST OF A
 OS0931'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0930 ***********************************************************************
 OS0930  DESIGNATION -  83 015.67
 OS0930  PID         -  OS0930
 OS0930  STATE/COUNTY-  SD/TODD
 OS0930  COUNTRY     -  US
 OS0930  USGS QUAD   -  OLSONVILLE NW (2017)
 OS0930
 OS0930                         *CURRENT SURVEY CONTROL
 OS0930  ______________________________________________________________________
 OS0930* NAD 83(1986) POSITION- 43 12 59.     (N) 100 37 51.     (W)   SCALED
 OS0930* NAVD 88 ORTHO HEIGHT -   843.681 (meters)     2767.98  (feet) ADJUSTED
 OS0930  ______________________________________________________________________
 OS0930  GEOID HEIGHT    -        -22.949 (meters)                     GEOID18
 OS0930  DYNAMIC HEIGHT  -        843.338 (meters)     2766.85  (feet) COMP
 OS0930  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 OS0930
 OS0930  VERT ORDER      -  FIRST     CLASS II
 OS0930
 OS0930.The horizontal coordinates were scaled from a map and have
 OS0930.an estimated accuracy of +/- 6 seconds.
 OS0930
 OS0930.The orthometric height was determined by differential leveling and
 OS0930.adjusted by the NATIONAL GEODETIC SURVEY
 OS0930.in June 1994.
 OS0930
 OS0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0930.GEOID18 height accuracy estimate available here.
 OS0930
 OS0930.Click photographs - Photos may exist for this station.
 OS0930
 OS0930.The dynamic height is computed by dividing the NAVD 88
 OS0930.geopotential number by the normal gravity value computed on the
 OS0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0930.degrees latitude (g = 980.6199 gals.).
 OS0930
 OS0930.The modeled gravity was interpolated from observed gravity values.
 OS0930
 OS0930;                    North         East    Units  Estimated Accuracy
 OS0930;SPC SD S     -    98,140.      575,830.      MT  (+/- 180 meters Scaled)
 OS0930
 OS0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN675861(NAD 83)
 OS0930
 OS0930                          SUPERSEDED SURVEY CONTROL
 OS0930
 OS0930.No superseded survey control is available for this station.
 OS0930
 OS0930_MARKER: DB = BENCH MARK DISK
 OS0930_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0930_STAMPING: 83-15.67 1985
 OS0930_MARK LOGO: SDDT
 OS0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0930+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0930
 OS0930  HISTORY     - Date     Condition        Report By
 OS0930  HISTORY     - 1985     MONUMENTED       SDDT
 OS0930  HISTORY     - 19920722 GOOD             NGS
 OS0930
 OS0930                          STATION DESCRIPTION
 OS0930
 OS0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0930'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0930'OF U.S. HIGHWAY 18 IN MISSION, 30.4 M (99.7 FT) EAST OF THE
 OS0930'CENTERLINE OF THE HIGHWAY, 9.4 M (30.8 FT) NORTH OF A TRACK ROAD, 4.7
 OS0930'M (15.4 FT) NORTH OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL
 OS0930'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST-SOUTHWEST OF A WITNESS POST, AND
 OS0930'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0929 ***********************************************************************
 OS0929  DESIGNATION -  83 016.25
 OS0929  PID         -  OS0929
 OS0929  STATE/COUNTY-  SD/TODD
 OS0929  COUNTRY     -  US
 OS0929  USGS QUAD   -  OLSONVILLE NW (2017)
 OS0929
 OS0929                         *CURRENT SURVEY CONTROL
 OS0929  ______________________________________________________________________
 OS0929* NAD 83(1986) POSITION- 43 13 24.     (N) 100 38 05.     (W)   SCALED
 OS0929* NAVD 88 ORTHO HEIGHT -   848.888 (meters)     2785.06  (feet) ADJUSTED
 OS0929  ______________________________________________________________________
 OS0929  GEOID HEIGHT    -        -22.970 (meters)                     GEOID18
 OS0929  DYNAMIC HEIGHT  -        848.543 (meters)     2783.93  (feet) COMP
 OS0929  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 OS0929
 OS0929  VERT ORDER      -  FIRST     CLASS II
 OS0929
 OS0929.The horizontal coordinates were scaled from a map and have
 OS0929.an estimated accuracy of +/- 6 seconds.
 OS0929
 OS0929.The orthometric height was determined by differential leveling and
 OS0929.adjusted by the NATIONAL GEODETIC SURVEY
 OS0929.in June 1994.
 OS0929
 OS0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0929.GEOID18 height accuracy estimate available here.
 OS0929
 OS0929.Click photographs - Photos may exist for this station.
 OS0929
 OS0929.The dynamic height is computed by dividing the NAVD 88
 OS0929.geopotential number by the normal gravity value computed on the
 OS0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0929.degrees latitude (g = 980.6199 gals.).
 OS0929
 OS0929.The modeled gravity was interpolated from observed gravity values.
 OS0929
 OS0929;                    North         East    Units  Estimated Accuracy
 OS0929;SPC SD S     -    98,920.      575,520.      MT  (+/- 180 meters Scaled)
 OS0929
 OS0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN672869(NAD 83)
 OS0929
 OS0929                          SUPERSEDED SURVEY CONTROL
 OS0929
 OS0929.No superseded survey control is available for this station.
 OS0929
 OS0929_MARKER: DB = BENCH MARK DISK
 OS0929_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0929_STAMPING: 83-16.25 1992
 OS0929_MARK LOGO: SDDT
 OS0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0929+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0929
 OS0929  HISTORY     - Date     Condition        Report By
 OS0929  HISTORY     - 1992     MONUMENTED       SDDT
 OS0929  HISTORY     - 19920722 GOOD             NGS
 OS0929
 OS0929                          STATION DESCRIPTION
 OS0929
 OS0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0929'10.5 KM (6.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0929'OF U.S. HIGHWAY 18 IN MISSION, 30.2 M (99.1 FT) EAST OF THE
 OS0929'CENTERLINE OF THE HIGHWAY, 9.5 M (31.2 FT) NORTH OF A T-FENCE CORNER,
 OS0929'6.7 M (22.0 FT) NORTH OF THE CENTER OF A TRACK ROAD, 0.7 M (2.3 FT)
 OS0929'WEST-SOUTHWEST OF THE FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 OS0929'HIGHWAY, 0.4 M (1.3 FT) WEST-SOUTHWEST OF A WITNESS POST, AND THE
 OS0929'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0928 ***********************************************************************
 OS0928  DESIGNATION -  83 016.74
 OS0928  PID         -  OS0928
 OS0928  STATE/COUNTY-  SD/TODD
 OS0928  COUNTRY     -  US
 OS0928  USGS QUAD   -  OLSONVILLE NW (2017)
 OS0928
 OS0928                         *CURRENT SURVEY CONTROL
 OS0928  ______________________________________________________________________
 OS0928* NAD 83(1986) POSITION- 43 13 50.     (N) 100 38 22.     (W)   SCALED
 OS0928* NAVD 88 ORTHO HEIGHT -   845.908 (meters)     2775.28  (feet) ADJUSTED
 OS0928  ______________________________________________________________________
 OS0928  GEOID HEIGHT    -        -22.990 (meters)                     GEOID18
 OS0928  DYNAMIC HEIGHT  -        845.564 (meters)     2774.15  (feet) COMP
 OS0928  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 OS0928
 OS0928  VERT ORDER      -  FIRST     CLASS II
 OS0928
 OS0928.The horizontal coordinates were scaled from a map and have
 OS0928.an estimated accuracy of +/- 6 seconds.
 OS0928
 OS0928.The orthometric height was determined by differential leveling and
 OS0928.adjusted by the NATIONAL GEODETIC SURVEY
 OS0928.in June 1994.
 OS0928
 OS0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0928.GEOID18 height accuracy estimate available here.
 OS0928
 OS0928.Click photographs - Photos may exist for this station.
 OS0928
 OS0928.The dynamic height is computed by dividing the NAVD 88
 OS0928.geopotential number by the normal gravity value computed on the
 OS0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0928.degrees latitude (g = 980.6199 gals.).
 OS0928
 OS0928.The modeled gravity was interpolated from observed gravity values.
 OS0928
 OS0928;                    North         East    Units  Estimated Accuracy
 OS0928;SPC SD S     -    99,720.      575,140.      MT  (+/- 180 meters Scaled)
 OS0928
 OS0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN668877(NAD 83)
 OS0928
 OS0928                          SUPERSEDED SURVEY CONTROL
 OS0928
 OS0928.No superseded survey control is available for this station.
 OS0928
 OS0928_MARKER: DB = BENCH MARK DISK
 OS0928_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0928_STAMPING: 83-16.74 1985
 OS0928_MARK LOGO: SDDT
 OS0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0928+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0928
 OS0928  HISTORY     - Date     Condition        Report By
 OS0928  HISTORY     - 1985     MONUMENTED       SDDT
 OS0928  HISTORY     - 19920722 GOOD             NGS
 OS0928
 OS0928                          STATION DESCRIPTION
 OS0928
 OS0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0928'9.6 KM (5.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0928'OF U.S. HIGHWAY 18 IN MISSION, 30.4 M (99.7 FT) EAST OF THE
 OS0928'CENTERLINE OF THE HIGHWAY, 18.6 M (61.0 FT) NORTH OF THE CENTER OF A
 OS0928'GRAVELED ROAD, 8.4 M (27.6 FT) NORTH OF A FENCE CORNER, 1.5 M (4.9
 OS0928'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST-SOUTHWEST OF
 OS0928'A FENCE, 0.2 M (0.7 FT) WEST-SOUTHWEST OF A WITNESS POST, AND THE
 OS0928'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0927 ***********************************************************************
 OS0927  DESIGNATION -  83 017.27
 OS0927  PID         -  OS0927
 OS0927  STATE/COUNTY-  SD/TODD
 OS0927  COUNTRY     -  US
 OS0927  USGS QUAD   -  OLSONVILLE NW (2017)
 OS0927
 OS0927                         *CURRENT SURVEY CONTROL
 OS0927  ______________________________________________________________________
 OS0927* NAD 83(1986) POSITION- 43 14 15.     (N) 100 38 39.     (W)   SCALED
 OS0927* NAVD 88 ORTHO HEIGHT -   842.286 (meters)     2763.40  (feet) ADJUSTED
 OS0927  ______________________________________________________________________
 OS0927  GEOID HEIGHT    -        -23.009 (meters)                     GEOID18
 OS0927  DYNAMIC HEIGHT  -        841.943 (meters)     2762.27  (feet) COMP
 OS0927  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 OS0927
 OS0927  VERT ORDER      -  FIRST     CLASS II
 OS0927
 OS0927.The horizontal coordinates were scaled from a map and have
 OS0927.an estimated accuracy of +/- 6 seconds.
 OS0927
 OS0927.The orthometric height was determined by differential leveling and
 OS0927.adjusted by the NATIONAL GEODETIC SURVEY
 OS0927.in June 1994.
 OS0927
 OS0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0927.GEOID18 height accuracy estimate available here.
 OS0927
 OS0927.Click photographs - Photos may exist for this station.
 OS0927
 OS0927.The dynamic height is computed by dividing the NAVD 88
 OS0927.geopotential number by the normal gravity value computed on the
 OS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0927.degrees latitude (g = 980.6199 gals.).
 OS0927
 OS0927.The modeled gravity was interpolated from observed gravity values.
 OS0927
 OS0927;                    North         East    Units  Estimated Accuracy
 OS0927;SPC SD S     -   100,490.      574,750.      MT  (+/- 180 meters Scaled)
 OS0927
 OS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN665885(NAD 83)
 OS0927
 OS0927                          SUPERSEDED SURVEY CONTROL
 OS0927
 OS0927.No superseded survey control is available for this station.
 OS0927
 OS0927_MARKER: DB = BENCH MARK DISK
 OS0927_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0927_STAMPING: 83-17.27 1985
 OS0927_MARK LOGO: SDDT
 OS0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0927+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0927
 OS0927  HISTORY     - Date     Condition        Report By
 OS0927  HISTORY     - 1985     MONUMENTED       SDDT
 OS0927  HISTORY     - 19920722 GOOD             NGS
 OS0927
 OS0927                          STATION DESCRIPTION
 OS0927
 OS0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0927'8.7 KM (5.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0927'OF U.S. HIGHWAY 18 IN MISSION, 30.1 M (98.8 FT) EAST OF THE
 OS0927'CENTERLINE OF THE HIGHWAY, 28.2 M (92.5 FT) SOUTH OF A T-FENCE
 OS0927'CORNER, 0.6 M (2.0 FT) WEST-SOUTHWEST OF THE FENCE, 0.4 M (1.3 FT)
 OS0927'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST-SOUTHWEST OF A
 OS0927'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0925 ***********************************************************************
 OS0925  DESIGNATION -  83 017.93
 OS0925  PID         -  OS0925
 OS0925  STATE/COUNTY-  SD/TODD
 OS0925  COUNTRY     -  US
 OS0925  USGS QUAD   -  OLSONVILLE NW (2017)
 OS0925
 OS0925                         *CURRENT SURVEY CONTROL
 OS0925  ______________________________________________________________________
 OS0925* NAD 83(1986) POSITION- 43 14 47.     (N) 100 38 55.     (W)   SCALED
 OS0925* NAVD 88 ORTHO HEIGHT -   838.311 (meters)     2750.36  (feet) ADJUSTED
 OS0925  ______________________________________________________________________
 OS0925  GEOID HEIGHT    -        -23.040 (meters)                     GEOID18
 OS0925  DYNAMIC HEIGHT  -        837.969 (meters)     2749.24  (feet) COMP
 OS0925  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 OS0925
 OS0925  VERT ORDER      -  FIRST     CLASS II
 OS0925
 OS0925.The horizontal coordinates were scaled from a map and have
 OS0925.an estimated accuracy of +/- 6 seconds.
 OS0925
 OS0925.The orthometric height was determined by differential leveling and
 OS0925.adjusted by the NATIONAL GEODETIC SURVEY
 OS0925.in June 1994.
 OS0925
 OS0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0925.GEOID18 height accuracy estimate available here.
 OS0925
 OS0925.Click photographs - Photos may exist for this station.
 OS0925
 OS0925.The dynamic height is computed by dividing the NAVD 88
 OS0925.geopotential number by the normal gravity value computed on the
 OS0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0925.degrees latitude (g = 980.6199 gals.).
 OS0925
 OS0925.The modeled gravity was interpolated from observed gravity values.
 OS0925
 OS0925;                    North         East    Units  Estimated Accuracy
 OS0925;SPC SD S     -   101,480.      574,400.      MT  (+/- 180 meters Scaled)
 OS0925
 OS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN661894(NAD 83)
 OS0925
 OS0925                          SUPERSEDED SURVEY CONTROL
 OS0925
 OS0925.No superseded survey control is available for this station.
 OS0925
 OS0925_MARKER: DB = BENCH MARK DISK
 OS0925_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0925_STAMPING: 83-17.93 1985
 OS0925_MARK LOGO: SDDT
 OS0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0925+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0925
 OS0925  HISTORY     - Date     Condition        Report By
 OS0925  HISTORY     - 1985     MONUMENTED       SDDT
 OS0925  HISTORY     - 19920722 GOOD             NGS
 OS0925
 OS0925                          STATION DESCRIPTION
 OS0925
 OS0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0925'6.7 KM (4.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0925'OF U.S. HIGHWAY 18 IN MISSION, 61.0 M (200.1 FT) SOUTH OF A BRACED
 OS0925'FENCE POST, 30.5 M (100.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 OS0925'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 OS0925'WEST-SOUTHWEST OF THE FENCE, 0.3 M (1.0 FT) WEST-SOUTHWEST OF A
 OS0925'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0924 ***********************************************************************
 OS0924  DESIGNATION -  83 018.34
 OS0924  PID         -  OS0924
 OS0924  STATE/COUNTY-  SD/TODD
 OS0924  COUNTRY     -  US
 OS0924  USGS QUAD   -  MISSION (2017)
 OS0924
 OS0924                         *CURRENT SURVEY CONTROL
 OS0924  ______________________________________________________________________
 OS0924* NAD 83(1986) POSITION- 43 15 08.     (N) 100 39 06.     (W)   SCALED
 OS0924* NAVD 88 ORTHO HEIGHT -   840.022 (meters)     2755.97  (feet) ADJUSTED
 OS0924  ______________________________________________________________________
 OS0924  GEOID HEIGHT    -        -23.059 (meters)                     GEOID18
 OS0924  DYNAMIC HEIGHT  -        839.680 (meters)     2754.85  (feet) COMP
 OS0924  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 OS0924
 OS0924  VERT ORDER      -  FIRST     CLASS II
 OS0924
 OS0924.The horizontal coordinates were scaled from a map and have
 OS0924.an estimated accuracy of +/- 6 seconds.
 OS0924
 OS0924.The orthometric height was determined by differential leveling and
 OS0924.adjusted by the NATIONAL GEODETIC SURVEY
 OS0924.in June 1994.
 OS0924
 OS0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0924.GEOID18 height accuracy estimate available here.
 OS0924
 OS0924.Click photographs - Photos may exist for this station.
 OS0924
 OS0924.The dynamic height is computed by dividing the NAVD 88
 OS0924.geopotential number by the normal gravity value computed on the
 OS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0924.degrees latitude (g = 980.6199 gals.).
 OS0924
 OS0924.The modeled gravity was interpolated from observed gravity values.
 OS0924
 OS0924;                    North         East    Units  Estimated Accuracy
 OS0924;SPC SD S     -   102,130.      574,150.      MT  (+/- 180 meters Scaled)
 OS0924
 OS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659901(NAD 83)
 OS0924
 OS0924                          SUPERSEDED SURVEY CONTROL
 OS0924
 OS0924.No superseded survey control is available for this station.
 OS0924
 OS0924_MARKER: DB = BENCH MARK DISK
 OS0924_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0924_STAMPING: 83-18.34 1985
 OS0924_MARK LOGO: SDDT
 OS0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0924+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0924
 OS0924  HISTORY     - Date     Condition        Report By
 OS0924  HISTORY     - 1985     MONUMENTED       SDDT
 OS0924  HISTORY     - 19920722 GOOD             NGS
 OS0924
 OS0924                          STATION DESCRIPTION
 OS0924
 OS0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0924'6.0 KM (3.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0924'OF U.S. HIGHWAY 18 IN MISSION, 30.3 M (99.4 FT) EAST OF THE
 OS0924'CENTERLINE OF THE HIGHWAY, 1.2 M (3.9 FT) NORTHWEST OF A T-FENCE
 OS0924'CORNER, 0.7 M (2.3 FT) WEST OF THE FENCE, 0.4 M (1.3 FT) BELOW THE
 OS0924'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 OS0924'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0923 ***********************************************************************
 OS0923  DESIGNATION -  83 018.90
 OS0923  PID         -  OS0923
 OS0923  STATE/COUNTY-  SD/TODD
 OS0923  COUNTRY     -  US
 OS0923  USGS QUAD   -  MISSION (2017)
 OS0923
 OS0923                         *CURRENT SURVEY CONTROL
 OS0923  ______________________________________________________________________
 OS0923* NAD 83(1986) POSITION- 43 15 37.     (N) 100 39 06.     (W)   SCALED
 OS0923* NAVD 88 ORTHO HEIGHT -   821.814 (meters)     2696.23  (feet) ADJUSTED
 OS0923  ______________________________________________________________________
 OS0923  GEOID HEIGHT    -        -23.099 (meters)                     GEOID18
 OS0923  DYNAMIC HEIGHT  -        821.479 (meters)     2695.14  (feet) COMP
 OS0923  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 OS0923
 OS0923  VERT ORDER      -  FIRST     CLASS II
 OS0923
 OS0923.The horizontal coordinates were scaled from a map and have
 OS0923.an estimated accuracy of +/- 6 seconds.
 OS0923
 OS0923.The orthometric height was determined by differential leveling and
 OS0923.adjusted by the NATIONAL GEODETIC SURVEY
 OS0923.in June 1994.
 OS0923
 OS0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0923.GEOID18 height accuracy estimate available here.
 OS0923
 OS0923.Click photographs - Photos may exist for this station.
 OS0923
 OS0923.The dynamic height is computed by dividing the NAVD 88
 OS0923.geopotential number by the normal gravity value computed on the
 OS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0923.degrees latitude (g = 980.6199 gals.).
 OS0923
 OS0923.The modeled gravity was interpolated from observed gravity values.
 OS0923
 OS0923;                    North         East    Units  Estimated Accuracy
 OS0923;SPC SD S     -   103,030.      574,160.      MT  (+/- 180 meters Scaled)
 OS0923
 OS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659910(NAD 83)
 OS0923
 OS0923                          SUPERSEDED SURVEY CONTROL
 OS0923
 OS0923.No superseded survey control is available for this station.
 OS0923
 OS0923_MARKER: DB = BENCH MARK DISK
 OS0923_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0923_STAMPING: 83-18.90 1985
 OS0923_MARK LOGO: SDDT
 OS0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0923+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0923
 OS0923  HISTORY     - Date     Condition        Report By
 OS0923  HISTORY     - 1985     MONUMENTED       SDDT
 OS0923  HISTORY     - 19920722 GOOD             NGS
 OS0923
 OS0923                          STATION DESCRIPTION
 OS0923
 OS0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0923'5.1 KM (3.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0923'OF U.S. HIGHWAY 18 IN MISSION, 37.6 M (123.4 FT) SOUTHWEST OF A
 OS0923'WATER HYDRANT, 30.2 M (99.1 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 OS0923'OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, 0.2 M (0.7 FT) WEST
 OS0923'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0920 ***********************************************************************
 OS0920  DESIGNATION -  83 019.40
 OS0920  PID         -  OS0920
 OS0920  STATE/COUNTY-  SD/TODD
 OS0920  COUNTRY     -  US
 OS0920  USGS QUAD   -  MISSION (2017)
 OS0920
 OS0920                         *CURRENT SURVEY CONTROL
 OS0920  ______________________________________________________________________
 OS0920* NAD 83(1986) POSITION- 43 16 02.     (N) 100 39 06.     (W)   SCALED
 OS0920* NAVD 88 ORTHO HEIGHT -   815.797 (meters)     2676.49  (feet) ADJUSTED
 OS0920  ______________________________________________________________________
 OS0920  GEOID HEIGHT    -        -23.133 (meters)                     GEOID18
 OS0920  DYNAMIC HEIGHT  -        815.466 (meters)     2675.41  (feet) COMP
 OS0920  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 OS0920
 OS0920  VERT ORDER      -  FIRST     CLASS II
 OS0920
 OS0920.The horizontal coordinates were scaled from a map and have
 OS0920.an estimated accuracy of +/- 6 seconds.
 OS0920
 OS0920.The orthometric height was determined by differential leveling and
 OS0920.adjusted by the NATIONAL GEODETIC SURVEY
 OS0920.in June 1994.
 OS0920
 OS0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0920.GEOID18 height accuracy estimate available here.
 OS0920
 OS0920.Click photographs - Photos may exist for this station.
 OS0920
 OS0920.The dynamic height is computed by dividing the NAVD 88
 OS0920.geopotential number by the normal gravity value computed on the
 OS0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0920.degrees latitude (g = 980.6199 gals.).
 OS0920
 OS0920.The modeled gravity was interpolated from observed gravity values.
 OS0920
 OS0920;                    North         East    Units  Estimated Accuracy
 OS0920;SPC SD S     -   103,800.      574,160.      MT  (+/- 180 meters Scaled)
 OS0920
 OS0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659918(NAD 83)
 OS0920
 OS0920                          SUPERSEDED SURVEY CONTROL
 OS0920
 OS0920.No superseded survey control is available for this station.
 OS0920
 OS0920_MARKER: DB = BENCH MARK DISK
 OS0920_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0920_STAMPING: 83-19.40 1985
 OS0920_MARK LOGO: SDDT
 OS0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0920+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0920
 OS0920  HISTORY     - Date     Condition        Report By
 OS0920  HISTORY     - 1985     MONUMENTED       SDDT
 OS0920  HISTORY     - 19920722 GOOD             NGS
 OS0920
 OS0920                          STATION DESCRIPTION
 OS0920
 OS0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0920'3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0920'OF U.S. HIGHWAY 18 IN MISSION, 30.5 M (100.1 FT) EAST OF THE
 OS0920'CENTERLINE OF THE HIGHWAY, 15.0 M (49.2 FT) NORTH OF THE CENTER OF A
 OS0920'GRAVELED ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 OS0920'(2.0 FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST
 OS0920'OF A WITNESS POST AND FENCE CORNER.  NOTE--THE DISK IS ENCASED IN A
 OS0920'6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH
 OS0920'IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0918 ***********************************************************************
 OS0918  DESIGNATION -  83 019.91
 OS0918  PID         -  OS0918
 OS0918  STATE/COUNTY-  SD/TODD
 OS0918  COUNTRY     -  US
 OS0918  USGS QUAD   -  MISSION (2017)
 OS0918
 OS0918                         *CURRENT SURVEY CONTROL
 OS0918  ______________________________________________________________________
 OS0918* NAD 83(1986) POSITION- 43 16 29.     (N) 100 39 07.     (W)   SCALED
 OS0918* NAVD 88 ORTHO HEIGHT -   801.039 (meters)     2628.08  (feet) ADJUSTED
 OS0918  ______________________________________________________________________
 OS0918  GEOID HEIGHT    -        -23.168 (meters)                     GEOID18
 OS0918  DYNAMIC HEIGHT  -        800.714 (meters)     2627.01  (feet) COMP
 OS0918  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 OS0918
 OS0918  VERT ORDER      -  FIRST     CLASS II
 OS0918
 OS0918.The horizontal coordinates were scaled from a map and have
 OS0918.an estimated accuracy of +/- 6 seconds.
 OS0918
 OS0918.The orthometric height was determined by differential leveling and
 OS0918.adjusted by the NATIONAL GEODETIC SURVEY
 OS0918.in June 1994.
 OS0918
 OS0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0918.GEOID18 height accuracy estimate available here.
 OS0918
 OS0918.Click photographs - Photos may exist for this station.
 OS0918
 OS0918.The dynamic height is computed by dividing the NAVD 88
 OS0918.geopotential number by the normal gravity value computed on the
 OS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0918.degrees latitude (g = 980.6199 gals.).
 OS0918
 OS0918.The modeled gravity was interpolated from observed gravity values.
 OS0918
 OS0918;                    North         East    Units  Estimated Accuracy
 OS0918;SPC SD S     -   104,630.      574,140.      MT  (+/- 180 meters Scaled)
 OS0918
 OS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659926(NAD 83)
 OS0918
 OS0918                          SUPERSEDED SURVEY CONTROL
 OS0918
 OS0918.No superseded survey control is available for this station.
 OS0918
 OS0918_MARKER: DB = BENCH MARK DISK
 OS0918_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0918_STAMPING: 83-19.91 1985
 OS0918_MARK LOGO: SDDT
 OS0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0918+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 OS0918
 OS0918  HISTORY     - Date     Condition        Report By
 OS0918  HISTORY     - 1985     MONUMENTED       SDDT
 OS0918  HISTORY     - 19920722 GOOD             NGS
 OS0918  HISTORY     - 20140930 GOOD             GEOCAC
 OS0918
 OS0918                          STATION DESCRIPTION
 OS0918
 OS0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0918'3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0918'OF U.S. HIGHWAY 18 IN MISSION, 29.8 M (97.8 FT) EAST OF THE
 OS0918'CENTERLINE OF THE HIGHWAY, 18.5 M (60.7 FT) SOUTH OF THE CENTER OF A
 OS0918'DRIVEWAY, 0.5 M (1.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 OS0918'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 OS0918'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0918
 OS0918                          STATION RECOVERY (2014)
 OS0918
 OS0918'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 OS0918'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0917 ***********************************************************************
 OS0917  DESIGNATION -  83 020.44
 OS0917  PID         -  OS0917
 OS0917  STATE/COUNTY-  SD/TODD
 OS0917  COUNTRY     -  US
 OS0917  USGS QUAD   -  MISSION (2017)
 OS0917
 OS0917                         *CURRENT SURVEY CONTROL
 OS0917  ______________________________________________________________________
 OS0917* NAD 83(1986) POSITION- 43 16 52.     (N) 100 39 06.     (W)   SCALED
 OS0917* NAVD 88 ORTHO HEIGHT -   797.882 (meters)     2617.72  (feet) ADJUSTED
 OS0917  ______________________________________________________________________
 OS0917  GEOID HEIGHT    -        -23.199 (meters)                     GEOID18
 OS0917  DYNAMIC HEIGHT  -        797.558 (meters)     2616.65  (feet) COMP
 OS0917  MODELED GRAVITY -    980,188.8   (mgal)                       NAVD 88
 OS0917
 OS0917  VERT ORDER      -  FIRST     CLASS II
 OS0917
 OS0917.The horizontal coordinates were scaled from a map and have
 OS0917.an estimated accuracy of +/- 6 seconds.
 OS0917
 OS0917.The orthometric height was determined by differential leveling and
 OS0917.adjusted by the NATIONAL GEODETIC SURVEY
 OS0917.in June 1994.
 OS0917
 OS0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0917.GEOID18 height accuracy estimate available here.
 OS0917
 OS0917.Click photographs - Photos may exist for this station.
 OS0917
 OS0917.The dynamic height is computed by dividing the NAVD 88
 OS0917.geopotential number by the normal gravity value computed on the
 OS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0917.degrees latitude (g = 980.6199 gals.).
 OS0917
 OS0917.The modeled gravity was interpolated from observed gravity values.
 OS0917
 OS0917;                    North         East    Units  Estimated Accuracy
 OS0917;SPC SD S     -   105,340.      574,160.      MT  (+/- 180 meters Scaled)
 OS0917
 OS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659933(NAD 83)
 OS0917
 OS0917                          SUPERSEDED SURVEY CONTROL
 OS0917
 OS0917.No superseded survey control is available for this station.
 OS0917
 OS0917_MARKER: DB = BENCH MARK DISK
 OS0917_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0917_STAMPING: 83-20.44 1985
 OS0917_MARK LOGO: SDDT
 OS0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0917+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0917
 OS0917  HISTORY     - Date     Condition        Report By
 OS0917  HISTORY     - 1985     MONUMENTED       SDDT
 OS0917  HISTORY     - 19920722 GOOD             NGS
 OS0917
 OS0917                          STATION DESCRIPTION
 OS0917
 OS0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0917'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0917'OF U.S. HIGHWAY 18 IN MISSION, 30.2 M (99.1 FT) EAST OF THE
 OS0917'CENTERLINE OF THE HIGHWAY, 24.3 M (79.7 FT) NORTH OF THE CENTER OF A
 OS0917'GATE AND GRAVELED ROAD, 0.6 M (2.0 FT) WEST OF A FENCE, 0.3 M (1.0
 OS0917'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 OS0917'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0916 ***********************************************************************
 OS0916  DESIGNATION -  83 020.95
 OS0916  PID         -  OS0916
 OS0916  STATE/COUNTY-  SD/TODD
 OS0916  COUNTRY     -  US
 OS0916  USGS QUAD   -  MISSION (2017)
 OS0916
 OS0916                         *CURRENT SURVEY CONTROL
 OS0916  ______________________________________________________________________
 OS0916* NAD 83(1986) POSITION- 43 17 19.     (N) 100 39 08.     (W)   SCALED
 OS0916* NAVD 88 ORTHO HEIGHT -   796.301 (meters)     2612.53  (feet) ADJUSTED
 OS0916  ______________________________________________________________________
 OS0916  GEOID HEIGHT    -        -23.233 (meters)                     GEOID18
 OS0916  DYNAMIC HEIGHT  -        795.979 (meters)     2611.47  (feet) COMP
 OS0916  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 OS0916
 OS0916  VERT ORDER      -  FIRST     CLASS II
 OS0916
 OS0916.The horizontal coordinates were scaled from a map and have
 OS0916.an estimated accuracy of +/- 6 seconds.
 OS0916
 OS0916.The orthometric height was determined by differential leveling and
 OS0916.adjusted by the NATIONAL GEODETIC SURVEY
 OS0916.in June 1994.
 OS0916
 OS0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0916.GEOID18 height accuracy estimate available here.
 OS0916
 OS0916.Click photographs - Photos may exist for this station.
 OS0916
 OS0916.The dynamic height is computed by dividing the NAVD 88
 OS0916.geopotential number by the normal gravity value computed on the
 OS0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0916.degrees latitude (g = 980.6199 gals.).
 OS0916
 OS0916.The modeled gravity was interpolated from observed gravity values.
 OS0916
 OS0916;                    North         East    Units  Estimated Accuracy
 OS0916;SPC SD S     -   106,170.      574,120.      MT  (+/- 180 meters Scaled)
 OS0916
 OS0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659941(NAD 83)
 OS0916
 OS0916                          SUPERSEDED SURVEY CONTROL
 OS0916
 OS0916.No superseded survey control is available for this station.
 OS0916
 OS0916_MARKER: DB = BENCH MARK DISK
 OS0916_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0916_STAMPING: 83-20.95 1985
 OS0916_MARK LOGO: SDDT
 OS0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0916+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0916
 OS0916  HISTORY     - Date     Condition        Report By
 OS0916  HISTORY     - 1985     MONUMENTED       SDDT
 OS0916  HISTORY     - 19920722 GOOD             NGS
 OS0916
 OS0916                          STATION DESCRIPTION
 OS0916
 OS0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0916'1.9 KM (1.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0916'OF U.S. HIGHWAY 18 IN MISSION, 29.9 M (98.1 FT) EAST OF THE
 OS0916'CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) NORTH OF THE CENTER OF A
 OS0916'GATE AND TRACK ROAD, 0.5 M (1.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT)
 OS0916'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 OS0916'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7891 ***********************************************************************
 AC7891  CBN         -  This is a Cooperative Base Network Control Station.
 AC7891  DESIGNATION -  83 025.52
 AC7891  PID         -  AC7891
 AC7891  STATE/COUNTY-  SD/TODD
 AC7891  COUNTRY     -  US
 AC7891  USGS QUAD   -  MISSION (2017)
 AC7891
 AC7891                         *CURRENT SURVEY CONTROL
 AC7891  ______________________________________________________________________
 AC7891* NAD 83(2011) POSITION- 43 18 32.19521(N) 100 42 37.89326(W)   ADJUSTED
 AC7891* NAD 83(2011) ELLIP HT-   795.597 (meters)        (06/27/12)   ADJUSTED
 AC7891* NAD 83(2011) EPOCH   -  2010.00
 AC7891* NAVD 88 ORTHO HEIGHT -   818.8   (meters)     2686.    (feet) GPS OBS
 AC7891  ______________________________________________________________________
 AC7891  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7891  GEOID HEIGHT    -        -23.104 (meters)                     GEOID96
 AC7891  GEOID HEIGHT    -        -23.154 (meters)                     GEOID18
 AC7891  NAD 83(2011) X  -   -864,013.890 (meters)                     COMP
 AC7891  NAD 83(2011) Y  - -4,568,064.196 (meters)                     COMP
 AC7891  NAD 83(2011) Z  -  4,353,085.971 (meters)                     COMP
 AC7891  LAPLACE CORR    -         -7.41  (seconds)                    DEFLEC18
 AC7891
 AC7891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7891  Standards:
 AC7891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7891  -------------------------------------------------------------------
 AC7891  NETWORK    0.97   2.98           0.46   0.30   1.52     -0.08909069
 AC7891  -------------------------------------------------------------------
 AC7891  Click here for local accuracies and other accuracy information.
 AC7891
 AC7891.The horizontal coordinates were established by GPS observations
 AC7891.and adjusted by the National Geodetic Survey in June 2012.
 AC7891
 AC7891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7891.been affixed to the stable North American tectonic plate. See 
 AC7891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7891
 AC7891.The horizontal coordinates are valid at the epoch date displayed above
 AC7891.which is a decimal equivalence of Year/Month/Day.
 AC7891
 AC7891.The orthometric height was determined by GPS observations and a
 AC7891.high-resolution geoid model.
 AC7891
 AC7891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7891.GEOID18 height accuracy estimate available here.
 AC7891
 AC7891.Click photographs - Photos may exist for this station.
 AC7891
 AC7891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7891
 AC7891.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7891
 AC7891.The ellipsoidal height was determined by GPS observations
 AC7891.and is referenced to NAD 83.
 AC7891
 AC7891. The following values were computed from the NAD 83(2011) position.
 AC7891
 AC7891;                    North         East     Units Scale Factor Converg.
 AC7891;SPC SD S     -   108,450.850   569,400.408   MT  0.99992138   -0 15 36.7
 AC7891;SPC SD S     -   355,809.16  1,868,107.84   sFT  0.99992138   -0 15 36.7
 AC7891;UTM  14      - 4,796,543.936   361,277.160   MT  0.99983673   -1 10 24.6
 AC7891
 AC7891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7891!SPC SD S     -   0.99987525  x   0.99992138  =   0.99979664
 AC7891!UTM  14      -   0.99987525  x   0.99983673  =   0.99971200
 AC7891
 AC7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6127796543(NAD 83)
 AC7891
 AC7891                          SUPERSEDED SURVEY CONTROL
 AC7891
 AC7891  NAD 83(2007)-  43 18 32.19514(N)    100 42 37.89446(W) AD(2002.00) 0
 AC7891  ELLIP H (02/10/07)  795.632  (m)                       GP(2002.00)    
 AC7891  ELLIP H (04/15/04)  795.619  (m)                       GP(       ) 2 1
 AC7891  NAD 83(1996)-  43 18 32.19465(N)    100 42 37.89441(W) AD(       ) B
 AC7891  ELLIP H (04/18/97)  795.662  (m)                       GP(       ) 4 1
 AC7891
 AC7891.Superseded values are not recommended for survey control.
 AC7891
 AC7891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7891.See file dsdata.pdf to determine how the superseded data were derived.
 AC7891
 AC7891_MARKER: Z = SEE DESCRIPTION
 AC7891_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7891_STAMPING: 83-25.52 1995
 AC7891_MARK LOGO: NGS
 AC7891_PROJECTION: FLUSH
 AC7891_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7891+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 AC7891_ROD/PIPE-DEPTH: 12.8 meters
 AC7891_SLEEVE-DEPTH  : 1.8 meters
 AC7891
 AC7891  HISTORY     - Date     Condition        Report By
 AC7891  HISTORY     - 1995     MONUMENTED       SDDT
 AC7891  HISTORY     - 19960925 GOOD             NGS
 AC7891
 AC7891                          STATION DESCRIPTION
 AC7891
 AC7891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7891'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF MISSION, ON
 AC7891'U.S. HIGHWAY 83.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7891'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 NORTH AND 18, WEST OF
 AC7891'MISSION, GO NORTH ON U.S. HIGHWAY 83 FOR 0.4 MI (0.6 KM) TO THE
 AC7891'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7891'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7891'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 30.3 M (99.4 FT) EAST OF THE
 AC7891'HIGHWAY CENTERLINE, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF A FIELD
 AC7891'ENTRANCE ROAD, 0.5 M (1.6 FT) EAST OF A METAL GUARD POST, AND 0.4 M
 AC7891'(1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC7891'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7916 ***********************************************************************
 AC7916  CBN         -  This is a Cooperative Base Network Control Station.
 AC7916  DESIGNATION -  83 043.43
 AC7916  PID         -  AC7916
 AC7916  STATE/COUNTY-  SD/MELLETTE
 AC7916  COUNTRY     -  US
 AC7916  USGS QUAD   -  WHITE RIVER EAST (2017)
 AC7916
 AC7916                         *CURRENT SURVEY CONTROL
 AC7916  ______________________________________________________________________
 AC7916* NAD 83(2011) POSITION- 43 33 12.24208(N) 100 44 49.81644(W)   ADJUSTED
 AC7916* NAD 83(2011) ELLIP HT-   628.072 (meters)        (06/27/12)   ADJUSTED
 AC7916* NAD 83(2011) EPOCH   -  2010.00
 AC7916* NAVD 88 ORTHO HEIGHT -   652.0   (meters)     2139.    (feet) GPS OBS
 AC7916  ______________________________________________________________________
 AC7916  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7916  GEOID HEIGHT    -        -23.817 (meters)                     GEOID96
 AC7916  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 AC7916  NAD 83(2011) X  -   -863,430.477 (meters)                     COMP
 AC7916  NAD 83(2011) Y  - -4,549,044.914 (meters)                     COMP
 AC7916  NAD 83(2011) Z  -  4,372,696.242 (meters)                     COMP
 AC7916  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 AC7916
 AC7916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7916  Standards:
 AC7916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7916  -------------------------------------------------------------------
 AC7916  NETWORK    1.63   4.39           0.77   0.50   2.24     -0.08178013
 AC7916  -------------------------------------------------------------------
 AC7916  Click here for local accuracies and other accuracy information.
 AC7916
 AC7916.The horizontal coordinates were established by GPS observations
 AC7916.and adjusted by the National Geodetic Survey in June 2012.
 AC7916
 AC7916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7916.been affixed to the stable North American tectonic plate. See 
 AC7916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7916
 AC7916.The horizontal coordinates are valid at the epoch date displayed above
 AC7916.which is a decimal equivalence of Year/Month/Day.
 AC7916
 AC7916.The orthometric height was determined by GPS observations and a
 AC7916.high-resolution geoid model.
 AC7916
 AC7916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7916.GEOID18 height accuracy estimate available here.
 AC7916
 AC7916.Click photographs - Photos may exist for this station.
 AC7916
 AC7916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7916
 AC7916.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7916
 AC7916.The ellipsoidal height was determined by GPS observations
 AC7916.and is referenced to NAD 83.
 AC7916
 AC7916. The following values were computed from the NAD 83(2011) position.
 AC7916
 AC7916;                    North         East     Units Scale Factor Converg.
 AC7916;SPC SD S     -   135,621.808   566,562.909   MT  0.99990751   -0 17 07.8
 AC7916;SPC SD S     -   444,952.55  1,858,798.48   sFT  0.99990751   -0 17 07.8
 AC7916;UTM  14      - 4,823,754.818   358,874.522   MT  0.99984498   -1 12 14.6
 AC7916
 AC7916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7916!SPC SD S     -   0.99990152  x   0.99990751  =   0.99980904
 AC7916!UTM  14      -   0.99990152  x   0.99984498  =   0.99974651
 AC7916
 AC7916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5887423754(NAD 83)
 AC7916
 AC7916                          SUPERSEDED SURVEY CONTROL
 AC7916
 AC7916  NAD 83(2007)-  43 33 12.24225(N)    100 44 49.81763(W) AD(2002.00) 0
 AC7916  ELLIP H (02/10/07)  628.107  (m)                       GP(2002.00)    
 AC7916  ELLIP H (04/15/04)  628.097  (m)                       GP(       ) 2 1
 AC7916  NAD 83(1996)-  43 33 12.24149(N)    100 44 49.81739(W) AD(       ) B
 AC7916  ELLIP H (04/18/97)  628.149  (m)                       GP(       ) 4 1
 AC7916
 AC7916.Superseded values are not recommended for survey control.
 AC7916
 AC7916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7916.See file dsdata.pdf to determine how the superseded data were derived.
 AC7916
 AC7916_MARKER: Z = SEE DESCRIPTION
 AC7916_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7916_STAMPING: 83-43.43 1995
 AC7916_MARK LOGO: NGS
 AC7916_PROJECTION: FLUSH
 AC7916_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7916+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 AC7916_ROD/PIPE-DEPTH: 6.4 meters
 AC7916_SLEEVE-DEPTH  : 1.8 meters
 AC7916
 AC7916  HISTORY     - Date     Condition        Report By
 AC7916  HISTORY     - 1995     MONUMENTED       SDDT
 AC7916  HISTORY     - 19960729 GOOD             NGS
 AC7916
 AC7916                          STATION DESCRIPTION
 AC7916
 AC7916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7916'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF WHITE RIVER, ON
 AC7916'U.S. HIGHWAY 83.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AC7916'STATION FROM JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 44 WEST IN
 AC7916'WHITE RIVER, GO SOUTH ON U.S. HIGHWAY 83 FOR 0.85 MI (1.37 KM) TO THE
 AC7916'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7916'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7916'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 97.0 FT (29.6 M) EAST OF THE
 AC7916'HIGHWAY CENTERLINE, 63.7 FT (19.4 M) SOUTH OF AN UNDERGROUND CABLE
 AC7916'JUNCTION BOX, 20.7 FT (6.3 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 AC7916'2.6 FT (0.8 M) WEST OF A FENCE, 1.6 FT (0.5 M) WEST OF A WITNESS POST,
 AC7916'1.3 FT (0.4 M) EAST OF A METAL GUARD POST, AND 0.08 M (0.26 FT) BELOW
 AC7916'THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7916'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7852 ***********************************************************************
 AC7852  DESIGNATION -  83 102.34
 AC7852  PID         -  AC7852
 AC7852  STATE/COUNTY-  SD/LYMAN
 AC7852  COUNTRY     -  US
 AC7852  USGS QUAD   -  SOUTH OF PIERRE (2017)
 AC7852
 AC7852                         *CURRENT SURVEY CONTROL
 AC7852  ______________________________________________________________________
 AC7852* NAD 83(2011) POSITION- 44 07 37.02214(N) 100 20 26.69566(W)   ADJUSTED
 AC7852* NAD 83(2011) ELLIP HT-   632.134 (meters)        (06/27/12)   ADJUSTED
 AC7852* NAD 83(2011) EPOCH   -  2010.00
 AC7852* NAVD 88 ORTHO HEIGHT -   656.3   (meters)     2153.    (feet) GPS OBS
 AC7852  ______________________________________________________________________
 AC7852  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7852  GEOID HEIGHT    -        -24.049 (meters)                     GEOID96
 AC7852  GEOID HEIGHT    -        -24.144 (meters)                     GEOID18
 AC7852  NAD 83(2011) X  -   -823,217.310 (meters)                     COMP
 AC7852  NAD 83(2011) Y  - -4,511,630.588 (meters)                     COMP
 AC7852  NAD 83(2011) Z  -  4,418,667.823 (meters)                     COMP
 AC7852  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AC7852
 AC7852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7852  Standards:
 AC7852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7852  -------------------------------------------------------------------
 AC7852  NETWORK    1.13   3.27           0.52   0.38   1.67     -0.02953311
 AC7852  -------------------------------------------------------------------
 AC7852  Click here for local accuracies and other accuracy information.
 AC7852
 AC7852.The horizontal coordinates were established by GPS observations
 AC7852.and adjusted by the National Geodetic Survey in June 2012.
 AC7852
 AC7852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7852.been affixed to the stable North American tectonic plate. See 
 AC7852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7852
 AC7852.The horizontal coordinates are valid at the epoch date displayed above
 AC7852.which is a decimal equivalence of Year/Month/Day.
 AC7852
 AC7852.The orthometric height was determined by GPS observations and a
 AC7852.high-resolution geoid model.
 AC7852
 AC7852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7852.GEOID18 height accuracy estimate available here.
 AC7852
 AC7852.Click photographs - Photos may exist for this station.
 AC7852
 AC7852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7852
 AC7852.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7852
 AC7852.The ellipsoidal height was determined by GPS observations
 AC7852.and is referenced to NAD 83.
 AC7852
 AC7852. The following values were computed from the NAD 83(2011) position.
 AC7852
 AC7852;                    North         East     Units Scale Factor Converg.
 AC7852;SPC SD S     -   199,259.978   599,406.536   MT  0.99994623   -0 00 18.4
 AC7852;SPC SD S     -   653,738.78  1,966,552.94   sFT  0.99994623   -0 00 18.4
 AC7852;UTM  14      - 4,886,847.008   392,735.810   MT  0.99974150   -0 56 00.9
 AC7852
 AC7852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7852!SPC SD S     -   0.99990089  x   0.99994623  =   0.99984712
 AC7852!UTM  14      -   0.99990089  x   0.99974150  =   0.99964242
 AC7852
 AC7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9273586847(NAD 83)
 AC7852
 AC7852                          SUPERSEDED SURVEY CONTROL
 AC7852
 AC7852  NAD 83(2007)-  44 07 37.02223(N)    100 20 26.69678(W) AD(2002.00) 0
 AC7852  ELLIP H (02/10/07)  632.160  (m)                       GP(2002.00)    
 AC7852  ELLIP H (04/15/04)  632.166  (m)                       GP(       ) 2 1
 AC7852  NAD 83(1996)-  44 07 37.02159(N)    100 20 26.69625(W) AD(       ) B
 AC7852  ELLIP H (04/18/97)  632.219  (m)                       GP(       ) 4 1
 AC7852
 AC7852.Superseded values are not recommended for survey control.
 AC7852
 AC7852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7852.See file dsdata.pdf to determine how the superseded data were derived.
 AC7852
 AC7852_MARKER: Z = SEE DESCRIPTION
 AC7852_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7852_STAMPING: 83-102.34 1995
 AC7852_MARK LOGO: NGS
 AC7852_PROJECTION: FLUSH
 AC7852_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7852+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7852_ROD/PIPE-DEPTH: 12.9 meters
 AC7852_SLEEVE-DEPTH  : 1.8 meters
 AC7852
 AC7852  HISTORY     - Date     Condition        Report By
 AC7852  HISTORY     - 1995     MONUMENTED       SDDT
 AC7852  HISTORY     - 19960924 GOOD             NGS
 AC7852  HISTORY     - 20130116 GOOD             INDIV
 AC7852
 AC7852                          STATION DESCRIPTION
 AC7852
 AC7852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7852'THE STATION IS LOCATED ABOUT 16.3 MI (26.2 KM) SOUTH OF FORT PIERRE
 AC7852'AND 15.0 MI (24.1 KM) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 90,
 AC7852'ON U.S. HIGHWAY 83.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 AC7852'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY
 AC7852'1806 ON THE SOUTH SIDE OF FORT PIERRE, GO SOUTH ON U.S. HIGHWAY 83 FOR
 AC7852'15.1 MI (24.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 AC7852'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7852'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 29.5 M (96.8
 AC7852'FT) WEST OF THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT) SOUTH OF THE
 AC7852'CENTER OF A FIELD ENTRANCE ROAD, 0.8 M (2.6 FT) EAST OF A WITNESS POST
 AC7852'AND FENCE, AND 0.5 M (1.6 FT) WEST OF A METAL GUARD POST.
 AC7852'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7852'A 4-INCH PVC CAP.
 AC7852
 AC7852                          STATION RECOVERY (2013)
 AC7852
 AC7852'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7936 ***********************************************************************
 AC7936  CBN         -  This is a Cooperative Base Network Control Station.
 AC7936  DESIGNATION -  83 158.06
 AC7936  PID         -  AC7936
 AC7936  STATE/COUNTY-  SD/SULLY
 AC7936  COUNTRY     -  US
 AC7936  USGS QUAD   -  AGAR (2017)
 AC7936
 AC7936                         *CURRENT SURVEY CONTROL
 AC7936  ______________________________________________________________________
 AC7936* NAD 83(2011) POSITION- 44 46 48.50166(N) 100 04 41.66300(W)   ADJUSTED
 AC7936* NAD 83(2011) ELLIP HT-   546.441 (meters)        (06/27/12)   ADJUSTED
 AC7936* NAD 83(2011) EPOCH   -  2010.00
 AC7936* NAVD 88 ORTHO HEIGHT -   569.3   (meters)     1868.    (feet) GPS OBS
 AC7936  ______________________________________________________________________
 AC7936  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7936  GEOID HEIGHT    -        -22.800 (meters)                     GEOID96
 AC7936  GEOID HEIGHT    -        -22.898 (meters)                     GEOID18
 AC7936  NAD 83(2011) X  -   -793,631.301 (meters)                     COMP
 AC7936  NAD 83(2011) Y  - -4,465,242.534 (meters)                     COMP
 AC7936  NAD 83(2011) Z  -  4,470,423.447 (meters)                     COMP
 AC7936  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AC7936
 AC7936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7936  Standards:
 AC7936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7936  -------------------------------------------------------------------
 AC7936  NETWORK    0.94   2.76           0.44   0.30   1.41     -0.06850174
 AC7936  -------------------------------------------------------------------
 AC7936  Click here for local accuracies and other accuracy information.
 AC7936
 AC7936.The horizontal coordinates were established by GPS observations
 AC7936.and adjusted by the National Geodetic Survey in June 2012.
 AC7936
 AC7936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7936.been affixed to the stable North American tectonic plate. See 
 AC7936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7936
 AC7936.The horizontal coordinates are valid at the epoch date displayed above
 AC7936.which is a decimal equivalence of Year/Month/Day.
 AC7936
 AC7936.The orthometric height was determined by GPS observations and a
 AC7936.high-resolution geoid model.
 AC7936
 AC7936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7936.GEOID18 height accuracy estimate available here.
 AC7936
 AC7936.Click photographs - Photos may exist for this station.
 AC7936
 AC7936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7936
 AC7936.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7936
 AC7936.The ellipsoidal height was determined by GPS observations
 AC7936.and is referenced to NAD 83.
 AC7936
 AC7936. The following values were computed from the NAD 83(2011) position.
 AC7936
 AC7936;                    North         East     Units Scale Factor Converg.
 AC7936;SPC SD N     -   105,213.988   593,807.808   MT  0.99995025   -0 03 19.3
 AC7936;SPC SD N     -   345,189.56  1,948,184.45   sFT  0.99995025   -0 03 19.3
 AC7936;UTM  14      - 4,959,092.574   414,693.796   MT  0.99968949   -0 45 34.4
 AC7936
 AC7936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7936!SPC SD N     -   0.99991433  x   0.99995025  =   0.99986458
 AC7936!UTM  14      -   0.99991433  x   0.99968949  =   0.99960385
 AC7936
 AC7936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1469359092(NAD 83)
 AC7936
 AC7936                          SUPERSEDED SURVEY CONTROL
 AC7936
 AC7936  NAD 83(2007)-  44 46 48.50168(N)    100 04 41.66419(W) AD(2002.00) 0
 AC7936  ELLIP H (02/10/07)  546.471  (m)                       GP(2002.00)    
 AC7936  ELLIP H (04/15/04)  546.480  (m)                       GP(       ) 2 1
 AC7936  NAD 83(1996)-  44 46 48.50103(N)    100 04 41.66367(W) AD(       ) B
 AC7936  ELLIP H (04/18/97)  546.524  (m)                       GP(       ) 4 1
 AC7936
 AC7936.Superseded values are not recommended for survey control.
 AC7936
 AC7936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7936.See file dsdata.pdf to determine how the superseded data were derived.
 AC7936
 AC7936_MARKER: Z = SEE DESCRIPTION
 AC7936_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7936_STAMPING: 83-158.06 1995
 AC7936_MARK LOGO: NGS
 AC7936_PROJECTION: FLUSH
 AC7936_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7936+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7936_ROD/PIPE-DEPTH: 6.4 meters
 AC7936_SLEEVE-DEPTH  : 1.8 meters
 AC7936
 AC7936  HISTORY     - Date     Condition        Report By
 AC7936  HISTORY     - 1995     MONUMENTED       SDDT
 AC7936  HISTORY     - 19960812 GOOD             NGS
 AC7936  HISTORY     - 20130116 GOOD             INDIV
 AC7936
 AC7936                          STATION DESCRIPTION
 AC7936
 AC7936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7936'THE STATION IS LOCATED ABOUT 25.0 MI (40.2 KM) NORTH-NORTHEAST OF
 AC7936'PIERRE, 15.0 MI (24.1 KM) SOUTH-SOUTHWEST OF GETTYSBURG, 5.0 MI (8.0
 AC7936'KM) NORTH OF ONIDA, AND 4.0 MI (6.4 KM) SOUTH OF AGAR, ON AN EAST-WEST
 AC7936'GRAVELED COUNTY ROAD.  OWNERSHIP--SULLY COUNTY.  TO REACH THE STATION
 AC7936'FROM THE JUNCTION OF U.S. HIGHWAY 83 AND PAVED ROAD LEADING TO ONIDA,
 AC7936'GO NORTH ON U.S. HIGHWAY 83 FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF AN
 AC7936'EAST/WEST GRAVELED COUNTY ROAD, TURN RIGHT AND GO EAST ON THE GRAVELED
 AC7936'ROAD FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AC7936'A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AC7936'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED
 AC7936'330.8 FT (100.8 M) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 74.3
 AC7936'FT (22.6 M) NORTH-NORTHWEST OF THE 3RD UTILITY POLE EAST OF THE
 AC7936'HIGHWAY, 32.4 FT (9.9 M) NORTH OF THE ROAD CENTER, 1.5 FT (0.5 M) WEST
 AC7936'OF A WITNESS POST, AND 1.4 FT (0.4 M) SOUTH OF A FENCE.  NOTE--ACCESS
 AC7936'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7936'CAP.
 AC7936
 AC7936                          STATION RECOVERY (2013)
 AC7936
 AC7936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6922 ***********************************************************************
 AE6922  DESIGNATION -  83 176.25
 AE6922  PID         -  AE6922
 AE6922  STATE/COUNTY-  SD/POTTER
 AE6922  COUNTRY     -  US
 AE6922  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE6922
 AE6922                         *CURRENT SURVEY CONTROL
 AE6922  ______________________________________________________________________
 AE6922* NAD 83(1986) POSITION- 45 01 47.     (N) 100 03 50.     (W)   SCALED
 AE6922* NAVD 88 ORTHO HEIGHT -   598.494 (meters)     1963.56  (feet) ADJUSTED
 AE6922  ______________________________________________________________________
 AE6922  GEOID HEIGHT    -        -22.515 (meters)                     GEOID18
 AE6922  DYNAMIC HEIGHT  -        598.402 (meters)     1963.26  (feet) COMP
 AE6922  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 AE6922
 AE6922  VERT ORDER      -  FIRST     CLASS II
 AE6922
 AE6922.The horizontal coordinates were scaled from a map and have
 AE6922.an estimated accuracy of +/- 6 seconds.
 AE6922
 AE6922.The orthometric height was determined by differential leveling and
 AE6922.adjusted by the NATIONAL GEODETIC SURVEY
 AE6922.in July 1998.
 AE6922
 AE6922.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6922.GEOID18 height accuracy estimate available here.
 AE6922
 AE6922.Click photographs - Photos may exist for this station.
 AE6922
 AE6922.The dynamic height is computed by dividing the NAVD 88
 AE6922.geopotential number by the normal gravity value computed on the
 AE6922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6922.degrees latitude (g = 980.6199 gals.).
 AE6922
 AE6922.The modeled gravity was interpolated from observed gravity values.
 AE6922
 AE6922;                    North         East    Units  Estimated Accuracy
 AE6922;SPC SD N     -   132,950.      594,970.      MT  (+/- 180 meters Scaled)
 AE6922
 AE6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ161868(NAD 83)
 AE6922
 AE6922                          SUPERSEDED SURVEY CONTROL
 AE6922
 AE6922.No superseded survey control is available for this station.
 AE6922
 AE6922_MARKER: DD = SURVEY DISK
 AE6922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6922_STAMPING: 83-176.25 1996
 AE6922_MARK LOGO: SDDT
 AE6922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6922+STABILITY: SURFACE MOTION
 AE6922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6922+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6922
 AE6922  HISTORY     - Date     Condition        Report By
 AE6922  HISTORY     - 1996     MONUMENTED       SDDT
 AE6922  HISTORY     - 19970309 GOOD             NGS
 AE6922
 AE6922                          STATION DESCRIPTION
 AE6922
 AE6922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6922'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6922'EXENE STREET IN GETTYSBURG, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG
 AE6922'U.S. HIGHWAY 83, 417.0 M (1368.1 FT) NORTH OF MILEPOST 176, 15.2 M
 AE6922'(49.9 FT) WEST OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) SOUTH OF THE
 AE6922'CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AE6922'HIGHWAY, 0.3 M (1.0 FT) EAST OF THE CENTER OF 2 BRACED FENCE POSTS AND
 AE6922'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6923 ***********************************************************************
 AE6923  DESIGNATION -  83 177.17
 AE6923  PID         -  AE6923
 AE6923  STATE/COUNTY-  SD/POTTER
 AE6923  COUNTRY     -  US
 AE6923  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE6923
 AE6923                         *CURRENT SURVEY CONTROL
 AE6923  ______________________________________________________________________
 AE6923* NAD 83(1986) POSITION- 45 02 34.     (N) 100 03 45.     (W)   SCALED
 AE6923* NAVD 88 ORTHO HEIGHT -   609.917 (meters)     2001.04  (feet) ADJUSTED
 AE6923  ______________________________________________________________________
 AE6923  GEOID HEIGHT    -        -22.497 (meters)                     GEOID18
 AE6923  DYNAMIC HEIGHT  -        609.824 (meters)     2000.73  (feet) COMP
 AE6923  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 AE6923
 AE6923  VERT ORDER      -  FIRST     CLASS II
 AE6923
 AE6923.The horizontal coordinates were scaled from a map and have
 AE6923.an estimated accuracy of +/- 6 seconds.
 AE6923
 AE6923.The orthometric height was determined by differential leveling and
 AE6923.adjusted by the NATIONAL GEODETIC SURVEY
 AE6923.in July 1998.
 AE6923
 AE6923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6923.GEOID18 height accuracy estimate available here.
 AE6923
 AE6923.Click photographs - Photos may exist for this station.
 AE6923
 AE6923.The dynamic height is computed by dividing the NAVD 88
 AE6923.geopotential number by the normal gravity value computed on the
 AE6923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6923.degrees latitude (g = 980.6199 gals.).
 AE6923
 AE6923.The modeled gravity was interpolated from observed gravity values.
 AE6923
 AE6923;                    North         East    Units  Estimated Accuracy
 AE6923;SPC SD N     -   134,400.      595,080.      MT  (+/- 180 meters Scaled)
 AE6923
 AE6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ163882(NAD 83)
 AE6923
 AE6923                          SUPERSEDED SURVEY CONTROL
 AE6923
 AE6923.No superseded survey control is available for this station.
 AE6923
 AE6923_MARKER: DD = SURVEY DISK
 AE6923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6923_STAMPING: 83-177.17 1996
 AE6923_MARK LOGO: SDDT
 AE6923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6923+STABILITY: SURFACE MOTION
 AE6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6923+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6923
 AE6923  HISTORY     - Date     Condition        Report By
 AE6923  HISTORY     - 1996     MONUMENTED       SDDT
 AE6923  HISTORY     - 19970309 GOOD             NGS
 AE6923
 AE6923                          STATION DESCRIPTION
 AE6923
 AE6923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6923'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6923'EXENE STREET IN GETTYSBURG, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG
 AE6923'U.S. HIGHWAY 83, 239.0 M (784.1 FT) NORTH OF MILEPOST 177, 21.3 M
 AE6923'(69.9 FT) NORTH OF THE CENTER OF A DIRT ROAD, 15.8 M (51.8 FT) WEST OF
 AE6923'THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) NORTHEAST OF A UTILITY POLE
 AE6923'WITH 2 GUY CABLES, 8.5 M (27.9 FT) NORTHWEST OF THE WEST END OF A
 AE6923'CULVERT UNDER THE HIGHWAY, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 AE6923'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AE6923'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6924 ***********************************************************************
 AE6924  DESIGNATION -  83 178.49
 AE6924  PID         -  AE6924
 AE6924  STATE/COUNTY-  SD/POTTER
 AE6924  COUNTRY     -  US
 AE6924  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE6924
 AE6924                         *CURRENT SURVEY CONTROL
 AE6924  ______________________________________________________________________
 AE6924* NAD 83(1986) POSITION- 45 03 45.     (N) 100 03 47.     (W)   SCALED
 AE6924* NAVD 88 ORTHO HEIGHT -   622.321 (meters)     2041.73  (feet) ADJUSTED
 AE6924  ______________________________________________________________________
 AE6924  GEOID HEIGHT    -        -22.469 (meters)                     GEOID18
 AE6924  DYNAMIC HEIGHT  -        622.228 (meters)     2041.43  (feet) COMP
 AE6924  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 AE6924
 AE6924  VERT ORDER      -  FIRST     CLASS II
 AE6924
 AE6924.The horizontal coordinates were scaled from a map and have
 AE6924.an estimated accuracy of +/- 6 seconds.
 AE6924
 AE6924.The orthometric height was determined by differential leveling and
 AE6924.adjusted by the NATIONAL GEODETIC SURVEY
 AE6924.in July 1998.
 AE6924
 AE6924.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6924.GEOID18 height accuracy estimate available here.
 AE6924
 AE6924.Click photographs - Photos may exist for this station.
 AE6924
 AE6924.The dynamic height is computed by dividing the NAVD 88
 AE6924.geopotential number by the normal gravity value computed on the
 AE6924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6924.degrees latitude (g = 980.6199 gals.).
 AE6924
 AE6924.The modeled gravity was interpolated from observed gravity values.
 AE6924
 AE6924;                    North         East    Units  Estimated Accuracy
 AE6924;SPC SD N     -   136,590.      595,030.      MT  (+/- 180 meters Scaled)
 AE6924
 AE6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ163904(NAD 83)
 AE6924
 AE6924                          SUPERSEDED SURVEY CONTROL
 AE6924
 AE6924.No superseded survey control is available for this station.
 AE6924
 AE6924_MARKER: DD = SURVEY DISK
 AE6924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6924_STAMPING: 83-178.49 1996
 AE6924_MARK LOGO: SDDT
 AE6924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6924+STABILITY: SURFACE MOTION
 AE6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6924+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6924
 AE6924  HISTORY     - Date     Condition        Report By
 AE6924  HISTORY     - 1996     MONUMENTED       SDDT
 AE6924  HISTORY     - 19970309 GOOD             NGS
 AE6924
 AE6924                          STATION DESCRIPTION
 AE6924
 AE6924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6924'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6924'EXENE STREET IN GETTYSBURG, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG
 AE6924'U.S. HIGHWAY 83, 763.0 M (2503.3 FT) NORTH OF MILEPOST 178, 30.5 M
 AE6924'(100.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 14.9 M (48.9 FT)
 AE6924'WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE6924'HIGHWAY, 0.9 M (3.0 FT) NORTH OF A 3 BY 5-INCH WOODEN POST, 0.3 M (1.0
 AE6924'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE6924'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6925 ***********************************************************************
 AE6925  DESIGNATION -  83 179.30
 AE6925  PID         -  AE6925
 AE6925  STATE/COUNTY-  SD/POTTER
 AE6925  COUNTRY     -  US
 AE6925  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE6925
 AE6925                         *CURRENT SURVEY CONTROL
 AE6925  ______________________________________________________________________
 AE6925* NAD 83(1986) POSITION- 45 04 31.     (N) 100 03 47.     (W)   SCALED
 AE6925* NAVD 88 ORTHO HEIGHT -   627.426 (meters)     2058.48  (feet) ADJUSTED
 AE6925  ______________________________________________________________________
 AE6925  GEOID HEIGHT    -        -22.453 (meters)                     GEOID18
 AE6925  DYNAMIC HEIGHT  -        627.334 (meters)     2058.18  (feet) COMP
 AE6925  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 AE6925
 AE6925  VERT ORDER      -  FIRST     CLASS II
 AE6925
 AE6925.The horizontal coordinates were scaled from a map and have
 AE6925.an estimated accuracy of +/- 6 seconds.
 AE6925
 AE6925.The orthometric height was determined by differential leveling and
 AE6925.adjusted by the NATIONAL GEODETIC SURVEY
 AE6925.in July 1998.
 AE6925
 AE6925.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6925.GEOID18 height accuracy estimate available here.
 AE6925
 AE6925.Click photographs - Photos may exist for this station.
 AE6925
 AE6925.The dynamic height is computed by dividing the NAVD 88
 AE6925.geopotential number by the normal gravity value computed on the
 AE6925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6925.degrees latitude (g = 980.6199 gals.).
 AE6925
 AE6925.The modeled gravity was interpolated from observed gravity values.
 AE6925
 AE6925;                    North         East    Units  Estimated Accuracy
 AE6925;SPC SD N     -   138,010.      595,040.      MT  (+/- 180 meters Scaled)
 AE6925
 AE6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ163918(NAD 83)
 AE6925
 AE6925                          SUPERSEDED SURVEY CONTROL
 AE6925
 AE6925.No superseded survey control is available for this station.
 AE6925
 AE6925_MARKER: DD = SURVEY DISK
 AE6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6925_STAMPING: 83-179.30 1996
 AE6925_MARK LOGO: SDDT
 AE6925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6925+STABILITY: SURFACE MOTION
 AE6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6925+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6925
 AE6925  HISTORY     - Date     Condition        Report By
 AE6925  HISTORY     - 1996     MONUMENTED       SDDT
 AE6925  HISTORY     - 19970309 GOOD             NGS
 AE6925
 AE6925                          STATION DESCRIPTION
 AE6925
 AE6925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6925'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6925'EXENE STREET IN GETTYSBURG, THENCE 6.8 KM (4.20 MI) NORTHERLY ALONG
 AE6925'U.S. HIGHWAY 83, 547.0 M (1794.6 FT) NORTH OF MILEPOST 179, 13.7 M
 AE6925'(44.9 FT) WEST OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) SOUTH OF THE
 AE6925'CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) SOUTHEAST OF A 3 BY 5-INCH
 AE6925'WOODEN POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE6925'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE6925'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6926 ***********************************************************************
 AE6926  DESIGNATION -  83 180.11
 AE6926  PID         -  AE6926
 AE6926  STATE/COUNTY-  SD/POTTER
 AE6926  COUNTRY     -  US
 AE6926  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE6926
 AE6926                         *CURRENT SURVEY CONTROL
 AE6926  ______________________________________________________________________
 AE6926* NAD 83(1986) POSITION- 45 05 12.     (N) 100 03 49.     (W)   SCALED
 AE6926* NAVD 88 ORTHO HEIGHT -   612.426 (meters)     2009.27  (feet) ADJUSTED
 AE6926  ______________________________________________________________________
 AE6926  GEOID HEIGHT    -        -22.440 (meters)                     GEOID18
 AE6926  DYNAMIC HEIGHT  -        612.336 (meters)     2008.97  (feet) COMP
 AE6926  MODELED GRAVITY -    980,450.6   (mgal)                       NAVD 88
 AE6926
 AE6926  VERT ORDER      -  FIRST     CLASS II
 AE6926
 AE6926.The horizontal coordinates were scaled from a map and have
 AE6926.an estimated accuracy of +/- 6 seconds.
 AE6926
 AE6926.The orthometric height was determined by differential leveling and
 AE6926.adjusted by the NATIONAL GEODETIC SURVEY
 AE6926.in July 1998.
 AE6926
 AE6926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6926.GEOID18 height accuracy estimate available here.
 AE6926
 AE6926.Click photographs - Photos may exist for this station.
 AE6926
 AE6926.The dynamic height is computed by dividing the NAVD 88
 AE6926.geopotential number by the normal gravity value computed on the
 AE6926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6926.degrees latitude (g = 980.6199 gals.).
 AE6926
 AE6926.The modeled gravity was interpolated from observed gravity values.
 AE6926
 AE6926;                    North         East    Units  Estimated Accuracy
 AE6926;SPC SD N     -   139,280.      594,990.      MT  (+/- 180 meters Scaled)
 AE6926
 AE6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ162931(NAD 83)
 AE6926
 AE6926                          SUPERSEDED SURVEY CONTROL
 AE6926
 AE6926.No superseded survey control is available for this station.
 AE6926
 AE6926_MARKER: Z = SEE DESCRIPTION
 AE6926_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6926_STAMPING: 83-180.11 1996
 AE6926_MARK LOGO: NGS
 AE6926_PROJECTION: FLUSH
 AE6926_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6926+STABILITY: POSITION/ELEVATION WELL
 AE6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6926+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6926_ROD/PIPE-DEPTH: 6.4 meters
 AE6926_SLEEVE-DEPTH  : 1.8 meters
 AE6926
 AE6926  HISTORY     - Date     Condition        Report By
 AE6926  HISTORY     - 1996     MONUMENTED       SDDT
 AE6926  HISTORY     - 19970309 GOOD             NGS
 AE6926
 AE6926                          STATION DESCRIPTION
 AE6926
 AE6926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6926'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6926'EXENE STREET IN GETTYSBURG, THENCE 8.0 KM (4.95 MI) NORTHERLY ALONG
 AE6926'U.S. HIGHWAY 83, 204.0 M (669.3 FT) NORTH OF MILEPOST 180, 45.7 M
 AE6926'(149.9 FT) WEST OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT) NORTH OF
 AE6926'THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE6926'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 AE6926'METAL GUARD POST, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--THE
 AE6926'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP
 AE6926'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AE6926'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AE6926'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6927 ***********************************************************************
 AE6927  DESIGNATION -  83 181.12
 AE6927  PID         -  AE6927
 AE6927  STATE/COUNTY-  SD/POTTER
 AE6927  COUNTRY     -  US
 AE6927  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE6927
 AE6927                         *CURRENT SURVEY CONTROL
 AE6927  ______________________________________________________________________
 AE6927* NAD 83(1986) POSITION- 45 06 03.     (N) 100 03 47.     (W)   SCALED
 AE6927* NAVD 88 ORTHO HEIGHT -   585.356 (meters)     1920.46  (feet) ADJUSTED
 AE6927  ______________________________________________________________________
 AE6927  GEOID HEIGHT    -        -22.424 (meters)                     GEOID18
 AE6927  DYNAMIC HEIGHT  -        585.271 (meters)     1920.18  (feet) COMP
 AE6927  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 AE6927
 AE6927  VERT ORDER      -  FIRST     CLASS II
 AE6927
 AE6927.The horizontal coordinates were scaled from a map and have
 AE6927.an estimated accuracy of +/- 6 seconds.
 AE6927
 AE6927.The orthometric height was determined by differential leveling and
 AE6927.adjusted by the NATIONAL GEODETIC SURVEY
 AE6927.in July 1998.
 AE6927
 AE6927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6927.GEOID18 height accuracy estimate available here.
 AE6927
 AE6927.Click photographs - Photos may exist for this station.
 AE6927
 AE6927.The dynamic height is computed by dividing the NAVD 88
 AE6927.geopotential number by the normal gravity value computed on the
 AE6927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6927.degrees latitude (g = 980.6199 gals.).
 AE6927
 AE6927.The modeled gravity was interpolated from observed gravity values.
 AE6927
 AE6927;                    North         East    Units  Estimated Accuracy
 AE6927;SPC SD N     -   140,850.      595,040.      MT  (+/- 180 meters Scaled)
 AE6927
 AE6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ163947(NAD 83)
 AE6927
 AE6927                          SUPERSEDED SURVEY CONTROL
 AE6927
 AE6927.No superseded survey control is available for this station.
 AE6927
 AE6927_MARKER: DD = SURVEY DISK
 AE6927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6927_STAMPING: 83-181.12 1996
 AE6927_MARK LOGO: SDDT
 AE6927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6927+STABILITY: SURFACE MOTION
 AE6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6927+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6927
 AE6927  HISTORY     - Date     Condition        Report By
 AE6927  HISTORY     - 1996     MONUMENTED       SDDT
 AE6927  HISTORY     - 19970309 GOOD             NGS
 AE6927
 AE6927                          STATION DESCRIPTION
 AE6927
 AE6927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6927'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6927'EXENE STREET IN GETTYSBURG, THENCE 9.7 KM (6.00 MI) NORTHERLY ALONG
 AE6927'U.S. HIGHWAY 83, 211.0 M (692.3 FT) NORTH OF MILEPOST 181, 43.8 M
 AE6927'(143.7 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 12.8 M (42.0
 AE6927'FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) SOUTH OF A
 AE6927'FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE6927'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6928 ***********************************************************************
 AE6928  DESIGNATION -  83 182.13
 AE6928  PID         -  AE6928
 AE6928  STATE/COUNTY-  SD/POTTER
 AE6928  COUNTRY     -  US
 AE6928  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE6928
 AE6928                         *CURRENT SURVEY CONTROL
 AE6928  ______________________________________________________________________
 AE6928* NAD 83(1986) POSITION- 45 06 55.     (N) 100 03 43.     (W)   SCALED
 AE6928* NAVD 88 ORTHO HEIGHT -   581.880 (meters)     1909.05  (feet) ADJUSTED
 AE6928  ______________________________________________________________________
 AE6928  GEOID HEIGHT    -        -22.404 (meters)                     GEOID18
 AE6928  DYNAMIC HEIGHT  -        581.796 (meters)     1908.78  (feet) COMP
 AE6928  MODELED GRAVITY -    980,454.1   (mgal)                       NAVD 88
 AE6928
 AE6928  VERT ORDER      -  FIRST     CLASS II
 AE6928
 AE6928.The horizontal coordinates were scaled from a map and have
 AE6928.an estimated accuracy of +/- 6 seconds.
 AE6928
 AE6928.The orthometric height was determined by differential leveling and
 AE6928.adjusted by the NATIONAL GEODETIC SURVEY
 AE6928.in July 1998.
 AE6928
 AE6928.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6928.GEOID18 height accuracy estimate available here.
 AE6928
 AE6928.Click photographs - Photos may exist for this station.
 AE6928
 AE6928.The dynamic height is computed by dividing the NAVD 88
 AE6928.geopotential number by the normal gravity value computed on the
 AE6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6928.degrees latitude (g = 980.6199 gals.).
 AE6928
 AE6928.The modeled gravity was interpolated from observed gravity values.
 AE6928
 AE6928;                    North         East    Units  Estimated Accuracy
 AE6928;SPC SD N     -   142,460.      595,130.      MT  (+/- 180 meters Scaled)
 AE6928
 AE6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ164963(NAD 83)
 AE6928
 AE6928                          SUPERSEDED SURVEY CONTROL
 AE6928
 AE6928.No superseded survey control is available for this station.
 AE6928
 AE6928_MARKER: DD = SURVEY DISK
 AE6928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6928_STAMPING: 83-182.13 1996
 AE6928_MARK LOGO: SDDT
 AE6928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6928+STABILITY: SURFACE MOTION
 AE6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6928+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6928
 AE6928  HISTORY     - Date     Condition        Report By
 AE6928  HISTORY     - 1996     MONUMENTED       SDDT
 AE6928  HISTORY     - 19970309 GOOD             NGS
 AE6928
 AE6928                          STATION DESCRIPTION
 AE6928
 AE6928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6928'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6928'EXENE STREET IN GETTYSBURG, THENCE 11.3 KM (7.00 MI) NORTHERLY ALONG
 AE6928'U.S. HIGHWAY 83, 206.0 M (675.9 FT) NORTH OF MILEPOST 182, 45.7 M
 AE6928'(149.9 FT) EAST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT) NORTH OF
 AE6928'THE CENTER OF A TRACK ROAD, 6.1 M (20.0 FT) WEST OF THE CENTER OF A
 AE6928'FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE6928'(2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST,
 AE6928'NEAR THE CENTER OF 2 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH
 AE6928'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6929 ***********************************************************************
 AE6929  DESIGNATION -  83 183.12
 AE6929  PID         -  AE6929
 AE6929  STATE/COUNTY-  SD/POTTER
 AE6929  COUNTRY     -  US
 AE6929  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6929
 AE6929                         *CURRENT SURVEY CONTROL
 AE6929  ______________________________________________________________________
 AE6929* NAD 83(1986) POSITION- 45 07 48.     (N) 100 03 47.     (W)   SCALED
 AE6929* NAVD 88 ORTHO HEIGHT -   583.127 (meters)     1913.14  (feet) ADJUSTED
 AE6929  ______________________________________________________________________
 AE6929  GEOID HEIGHT    -        -22.382 (meters)                     GEOID18
 AE6929  DYNAMIC HEIGHT  -        583.044 (meters)     1912.87  (feet) COMP
 AE6929  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 AE6929
 AE6929  VERT ORDER      -  FIRST     CLASS II
 AE6929
 AE6929.The horizontal coordinates were scaled from a map and have
 AE6929.an estimated accuracy of +/- 6 seconds.
 AE6929
 AE6929.The orthometric height was determined by differential leveling and
 AE6929.adjusted by the NATIONAL GEODETIC SURVEY
 AE6929.in July 1998.
 AE6929
 AE6929.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6929.GEOID18 height accuracy estimate available here.
 AE6929
 AE6929.Click photographs - Photos may exist for this station.
 AE6929
 AE6929.The dynamic height is computed by dividing the NAVD 88
 AE6929.geopotential number by the normal gravity value computed on the
 AE6929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6929.degrees latitude (g = 980.6199 gals.).
 AE6929
 AE6929.The modeled gravity was interpolated from observed gravity values.
 AE6929
 AE6929;                    North         East    Units  Estimated Accuracy
 AE6929;SPC SD N     -   144,090.      595,040.      MT  (+/- 180 meters Scaled)
 AE6929
 AE6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ164979(NAD 83)
 AE6929
 AE6929                          SUPERSEDED SURVEY CONTROL
 AE6929
 AE6929.No superseded survey control is available for this station.
 AE6929
 AE6929_MARKER: DD = SURVEY DISK
 AE6929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6929_STAMPING: 83-183.12 1996
 AE6929_MARK LOGO: SDDT
 AE6929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6929+STABILITY: SURFACE MOTION
 AE6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6929+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6929
 AE6929  HISTORY     - Date     Condition        Report By
 AE6929  HISTORY     - 1996     MONUMENTED       SDDT
 AE6929  HISTORY     - 19970309 GOOD             NGS
 AE6929
 AE6929                          STATION DESCRIPTION
 AE6929
 AE6929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6929'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6929'EXENE STREET IN GETTYSBURG, THENCE 12.9 KM (8.00 MI) NORTHERLY ALONG
 AE6929'U.S. HIGHWAY 83, 191.0 M (626.6 FT) NORTH OF MILEPOST 183, 36.6 M
 AE6929'(120.1 FT) WEST OF THE HIGHWAY CENTERLINE, 21.6 M (70.9 FT) WEST OF A
 AE6929'FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE6929'(2.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 AE6929'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6930 ***********************************************************************
 AE6930  DESIGNATION -  83 184.11
 AE6930  PID         -  AE6930
 AE6930  STATE/COUNTY-  SD/POTTER
 AE6930  COUNTRY     -  US
 AE6930  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6930
 AE6930                         *CURRENT SURVEY CONTROL
 AE6930  ______________________________________________________________________
 AE6930* NAD 83(1986) POSITION- 45 08 39.     (N) 100 03 47.     (W)   SCALED
 AE6930* NAVD 88 ORTHO HEIGHT -   587.709 (meters)     1928.18  (feet) ADJUSTED
 AE6930  ______________________________________________________________________
 AE6930  GEOID HEIGHT    -        -22.359 (meters)                     GEOID18
 AE6930  DYNAMIC HEIGHT  -        587.627 (meters)     1927.91  (feet) COMP
 AE6930  MODELED GRAVITY -    980,457.4   (mgal)                       NAVD 88
 AE6930
 AE6930  VERT ORDER      -  FIRST     CLASS II
 AE6930
 AE6930.The horizontal coordinates were scaled from a map and have
 AE6930.an estimated accuracy of +/- 6 seconds.
 AE6930
 AE6930.The orthometric height was determined by differential leveling and
 AE6930.adjusted by the NATIONAL GEODETIC SURVEY
 AE6930.in July 1998.
 AE6930
 AE6930.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6930.GEOID18 height accuracy estimate available here.
 AE6930
 AE6930.Click photographs - Photos may exist for this station.
 AE6930
 AE6930.The dynamic height is computed by dividing the NAVD 88
 AE6930.geopotential number by the normal gravity value computed on the
 AE6930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6930.degrees latitude (g = 980.6199 gals.).
 AE6930
 AE6930.The modeled gravity was interpolated from observed gravity values.
 AE6930
 AE6930;                    North         East    Units  Estimated Accuracy
 AE6930;SPC SD N     -   145,670.      595,040.      MT  (+/- 180 meters Scaled)
 AE6930
 AE6930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ164995(NAD 83)
 AE6930
 AE6930                          SUPERSEDED SURVEY CONTROL
 AE6930
 AE6930.No superseded survey control is available for this station.
 AE6930
 AE6930_MARKER: DD = SURVEY DISK
 AE6930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6930_STAMPING: 83-184.11 1996
 AE6930_MARK LOGO: SDDT
 AE6930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6930+STABILITY: SURFACE MOTION
 AE6930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6930+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6930
 AE6930  HISTORY     - Date     Condition        Report By
 AE6930  HISTORY     - 1996     MONUMENTED       SDDT
 AE6930  HISTORY     - 19970309 GOOD             NGS
 AE6930
 AE6930                          STATION DESCRIPTION
 AE6930
 AE6930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6930'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6930'EXENE STREET IN GETTYSBURG, THENCE 14.5 KM (9.00 MI) NORTHERLY ALONG
 AE6930'U.S. HIGHWAY 83, 179.0 M (587.3 FT) NORTH OF MILEPOST 184, 38.1 M
 AE6930'(125.0 FT) WEST OF THE HIGHWAY CENTERLINE, 22.9 M (75.1 FT) WEST OF A
 AE6930'FENCE CORNER, 14.6 M (47.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 AE6930'0.5 M (1.6 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AE6930'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AE6930'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6931 ***********************************************************************
 AE6931  DESIGNATION -  83 185.23
 AE6931  PID         -  AE6931
 AE6931  STATE/COUNTY-  SD/POTTER
 AE6931  COUNTRY     -  US
 AE6931  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6931
 AE6931                         *CURRENT SURVEY CONTROL
 AE6931  ______________________________________________________________________
 AE6931* NAD 83(1986) POSITION- 45 09 40.     (N) 100 03 43.     (W)   SCALED
 AE6931* NAVD 88 ORTHO HEIGHT -   600.964 (meters)     1971.66  (feet) ADJUSTED
 AE6931  ______________________________________________________________________
 AE6931  GEOID HEIGHT    -        -22.332 (meters)                     GEOID18
 AE6931  DYNAMIC HEIGHT  -        600.881 (meters)     1971.39  (feet) COMP
 AE6931  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 AE6931
 AE6931  VERT ORDER      -  FIRST     CLASS II
 AE6931
 AE6931.The horizontal coordinates were scaled from a map and have
 AE6931.an estimated accuracy of +/- 6 seconds.
 AE6931
 AE6931.The orthometric height was determined by differential leveling and
 AE6931.adjusted by the NATIONAL GEODETIC SURVEY
 AE6931.in July 1998.
 AE6931
 AE6931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6931.GEOID18 height accuracy estimate available here.
 AE6931
 AE6931.Click photographs - Photos may exist for this station.
 AE6931
 AE6931.The dynamic height is computed by dividing the NAVD 88
 AE6931.geopotential number by the normal gravity value computed on the
 AE6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6931.degrees latitude (g = 980.6199 gals.).
 AE6931
 AE6931.The modeled gravity was interpolated from observed gravity values.
 AE6931
 AE6931;                    North         East    Units  Estimated Accuracy
 AE6931;SPC SD N     -   147,550.      595,130.      MT  (+/- 180 meters Scaled)
 AE6931
 AE6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR165013(NAD 83)
 AE6931
 AE6931                          SUPERSEDED SURVEY CONTROL
 AE6931
 AE6931.No superseded survey control is available for this station.
 AE6931
 AE6931_MARKER: DD = SURVEY DISK
 AE6931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6931_STAMPING: 83-185.23 1996
 AE6931_MARK LOGO: SDDT
 AE6931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6931+STABILITY: SURFACE MOTION
 AE6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6931+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6931
 AE6931  HISTORY     - Date     Condition        Report By
 AE6931  HISTORY     - 1996     MONUMENTED       SDDT
 AE6931  HISTORY     - 19970309 GOOD             NGS
 AE6931
 AE6931                          STATION DESCRIPTION
 AE6931
 AE6931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6931'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6931'EXENE STREET IN GETTYSBURG, THENCE 16.3 KM (10.10 MI) NORTHERLY ALONG
 AE6931'U.S. HIGHWAY 83, 9.6 KM (5.95 MI) SOUTH OF THE INTERSECTION OF STATE
 AE6931'HIGHWAY 20, 383.0 M (1256.6 FT) NORTH OF MILEPOST 185, 18.3 M (60.0
 AE6931'FT) WEST OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF
 AE6931'THE HIGHWAY, NEAR THE CENTER OF A FIELD ENTRANCE, AND THE MONUMENT IS
 AE6931'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6932 ***********************************************************************
 AE6932  DESIGNATION -  83 186.14
 AE6932  PID         -  AE6932
 AE6932  STATE/COUNTY-  SD/POTTER
 AE6932  COUNTRY     -  US
 AE6932  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6932
 AE6932                         *CURRENT SURVEY CONTROL
 AE6932  ______________________________________________________________________
 AE6932* NAD 83(1986) POSITION- 45 10 22.     (N) 100 03 33.     (W)   SCALED
 AE6932* NAVD 88 ORTHO HEIGHT -   607.764 (meters)     1993.97  (feet) ADJUSTED
 AE6932  ______________________________________________________________________
 AE6932  GEOID HEIGHT    -        -22.313 (meters)                     GEOID18
 AE6932  DYNAMIC HEIGHT  -        607.681 (meters)     1993.70  (feet) COMP
 AE6932  MODELED GRAVITY -    980,460.4   (mgal)                       NAVD 88
 AE6932
 AE6932  VERT ORDER      -  FIRST     CLASS II
 AE6932
 AE6932.The horizontal coordinates were scaled from a map and have
 AE6932.an estimated accuracy of +/- 6 seconds.
 AE6932
 AE6932.The orthometric height was determined by differential leveling and
 AE6932.adjusted by the NATIONAL GEODETIC SURVEY
 AE6932.in July 1998.
 AE6932
 AE6932.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6932.GEOID18 height accuracy estimate available here.
 AE6932
 AE6932.Click photographs - Photos may exist for this station.
 AE6932
 AE6932.The dynamic height is computed by dividing the NAVD 88
 AE6932.geopotential number by the normal gravity value computed on the
 AE6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6932.degrees latitude (g = 980.6199 gals.).
 AE6932
 AE6932.The modeled gravity was interpolated from observed gravity values.
 AE6932
 AE6932;                    North         East    Units  Estimated Accuracy
 AE6932;SPC SD N     -   148,850.      595,350.      MT  (+/- 180 meters Scaled)
 AE6932
 AE6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR167026(NAD 83)
 AE6932
 AE6932                          SUPERSEDED SURVEY CONTROL
 AE6932
 AE6932.No superseded survey control is available for this station.
 AE6932
 AE6932_MARKER: Z = SEE DESCRIPTION
 AE6932_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6932_STAMPING: 83-186.14 1996
 AE6932_MARK LOGO: NGS
 AE6932_PROJECTION: FLUSH
 AE6932_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6932+STABILITY: POSITION/ELEVATION WELL
 AE6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6932+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6932_ROD/PIPE-DEPTH: 6.4 meters
 AE6932_SLEEVE-DEPTH  : 1.8 meters
 AE6932
 AE6932  HISTORY     - Date     Condition        Report By
 AE6932  HISTORY     - 1996     MONUMENTED       SDDT
 AE6932  HISTORY     - 19970309 GOOD             NGS
 AE6932
 AE6932                          STATION DESCRIPTION
 AE6932
 AE6932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6932'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6932'EXENE STREET IN GETTYSBURG, THENCE 17.7 KM (11.00 MI) NORTHERLY ALONG
 AE6932'U.S. HIGHWAY 83, 8.2 KM (5.10 MI) SOUTH OF THE JUNCTION OF STATE
 AE6932'HIGHWAY 20, 219.0 M (718.5 FT) NORTH OF MILEPOST 186, 48.8 M (160.1
 AE6932'FT) WEST OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) NORTH OF THE
 AE6932'CENTER OF A TRACK ROAD, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3 M
 AE6932'(1.0 FT) WEST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) BELOW THE
 AE6932'LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 AE6932'RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AE6932'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE6932'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6933 ***********************************************************************
 AE6933  DESIGNATION -  83 187.13
 AE6933  PID         -  AE6933
 AE6933  STATE/COUNTY-  SD/POTTER
 AE6933  COUNTRY     -  US
 AE6933  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6933
 AE6933                         *CURRENT SURVEY CONTROL
 AE6933  ______________________________________________________________________
 AE6933* NAD 83(1986) POSITION- 45 11 13.     (N) 100 03 28.     (W)   SCALED
 AE6933* NAVD 88 ORTHO HEIGHT -   611.676 (meters)     2006.81  (feet) ADJUSTED
 AE6933  ______________________________________________________________________
 AE6933  GEOID HEIGHT    -        -22.292 (meters)                     GEOID18
 AE6933  DYNAMIC HEIGHT  -        611.593 (meters)     2006.53  (feet) COMP
 AE6933  MODELED GRAVITY -    980,461.9   (mgal)                       NAVD 88
 AE6933
 AE6933  VERT ORDER      -  FIRST     CLASS II
 AE6933
 AE6933.The horizontal coordinates were scaled from a map and have
 AE6933.an estimated accuracy of +/- 6 seconds.
 AE6933
 AE6933.The orthometric height was determined by differential leveling and
 AE6933.adjusted by the NATIONAL GEODETIC SURVEY
 AE6933.in July 1998.
 AE6933
 AE6933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6933.GEOID18 height accuracy estimate available here.
 AE6933
 AE6933.Click photographs - Photos may exist for this station.
 AE6933
 AE6933.The dynamic height is computed by dividing the NAVD 88
 AE6933.geopotential number by the normal gravity value computed on the
 AE6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6933.degrees latitude (g = 980.6199 gals.).
 AE6933
 AE6933.The modeled gravity was interpolated from observed gravity values.
 AE6933
 AE6933;                    North         East    Units  Estimated Accuracy
 AE6933;SPC SD N     -   150,420.      595,460.      MT  (+/- 180 meters Scaled)
 AE6933
 AE6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169042(NAD 83)
 AE6933
 AE6933                          SUPERSEDED SURVEY CONTROL
 AE6933
 AE6933.No superseded survey control is available for this station.
 AE6933
 AE6933_MARKER: DD = SURVEY DISK
 AE6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6933_STAMPING: 83-187.13 1996
 AE6933_MARK LOGO: SDDT
 AE6933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6933+STABILITY: SURFACE MOTION
 AE6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6933+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6933
 AE6933  HISTORY     - Date     Condition        Report By
 AE6933  HISTORY     - 1996     MONUMENTED       SDDT
 AE6933  HISTORY     - 19970309 GOOD             NGS
 AE6933
 AE6933                          STATION DESCRIPTION
 AE6933
 AE6933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6933'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6933'EXENE STREET IN GETTYSBURG, THENCE 19.3 KM (12.00 MI) NORTHERLY ALONG
 AE6933'U.S. HIGHWAY 83, 6.6 KM (4.10 MI) SOUTH OF THE JUNCTION OF STATE
 AE6933'HIGHWAY 20, 209.0 M (685.7 FT) NORTH OF MILEPOST 187, 17.1 M (56.1 FT)
 AE6933'WEST OF THE HIGHWAY CENTERLINE, 15.2 M (49.9 FT) SOUTH OF THE CENTER
 AE6933'OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6
 AE6933'M (2.0 FT) EAST OF A WITNESS POST AND FENCE CORNER, AND THE MONUMENT
 AE6933'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6934 ***********************************************************************
 AE6934  DESIGNATION -  83 188.14
 AE6934  PID         -  AE6934
 AE6934  STATE/COUNTY-  SD/POTTER
 AE6934  COUNTRY     -  US
 AE6934  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6934
 AE6934                         *CURRENT SURVEY CONTROL
 AE6934  ______________________________________________________________________
 AE6934* NAD 83(1986) POSITION- 45 12 10.     (N) 100 03 28.     (W)   SCALED
 AE6934* NAVD 88 ORTHO HEIGHT -   623.198 (meters)     2044.61  (feet) ADJUSTED
 AE6934  ______________________________________________________________________
 AE6934  GEOID HEIGHT    -        -22.269 (meters)                     GEOID18
 AE6934  DYNAMIC HEIGHT  -        623.115 (meters)     2044.34  (feet) COMP
 AE6934  MODELED GRAVITY -    980,463.7   (mgal)                       NAVD 88
 AE6934
 AE6934  VERT ORDER      -  FIRST     CLASS II
 AE6934
 AE6934.The horizontal coordinates were scaled from a map and have
 AE6934.an estimated accuracy of +/- 6 seconds.
 AE6934
 AE6934.The orthometric height was determined by differential leveling and
 AE6934.adjusted by the NATIONAL GEODETIC SURVEY
 AE6934.in July 1998.
 AE6934
 AE6934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6934.GEOID18 height accuracy estimate available here.
 AE6934
 AE6934.Click photographs - Photos may exist for this station.
 AE6934
 AE6934.The dynamic height is computed by dividing the NAVD 88
 AE6934.geopotential number by the normal gravity value computed on the
 AE6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6934.degrees latitude (g = 980.6199 gals.).
 AE6934
 AE6934.The modeled gravity was interpolated from observed gravity values.
 AE6934
 AE6934;                    North         East    Units  Estimated Accuracy
 AE6934;SPC SD N     -   152,180.      595,460.      MT  (+/- 180 meters Scaled)
 AE6934
 AE6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169060(NAD 83)
 AE6934
 AE6934                          SUPERSEDED SURVEY CONTROL
 AE6934
 AE6934.No superseded survey control is available for this station.
 AE6934
 AE6934_MARKER: DD = SURVEY DISK
 AE6934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6934_STAMPING: 83-188.14 1996
 AE6934_MARK LOGO: SDDT
 AE6934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6934+STABILITY: SURFACE MOTION
 AE6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6934+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6934
 AE6934  HISTORY     - Date     Condition        Report By
 AE6934  HISTORY     - 1996     MONUMENTED       SDDT
 AE6934  HISTORY     - 19970309 GOOD             NGS
 AE6934
 AE6934                          STATION DESCRIPTION
 AE6934
 AE6934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6934'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6934'EXENE STREET IN GETTYSBURG, THENCE 20.9 KM (13.00 MI) NORTHERLY ALONG
 AE6934'U.S. HIGHWAY 83, 5.0 KM (3.10 MI) SOUTH OF THE JUNCTION OF STATE
 AE6934'HIGHWAY 20, 229.0 M (751.3 FT) NORTH OF MILEPOST 188, 18.0 M (59.1 FT)
 AE6934'WEST OF THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) SOUTHWEST OF THE WEST
 AE6934'END OF A CULVERT UNDER THE HIGHWAY, 12.2 M (40.0 FT) NORTH OF THE
 AE6934'CENTER OF A GRAVELED ROAD, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST,
 AE6934'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AE6934'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6935 ***********************************************************************
 AE6935  DESIGNATION -  83 189.15
 AE6935  PID         -  AE6935
 AE6935  STATE/COUNTY-  SD/POTTER
 AE6935  COUNTRY     -  US
 AE6935  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6935
 AE6935                         *CURRENT SURVEY CONTROL
 AE6935  ______________________________________________________________________
 AE6935* NAD 83(1986) POSITION- 45 13 02.     (N) 100 03 23.     (W)   SCALED
 AE6935* NAVD 88 ORTHO HEIGHT -   637.494 (meters)     2091.51  (feet) ADJUSTED
 AE6935  ______________________________________________________________________
 AE6935  GEOID HEIGHT    -        -22.251 (meters)                     GEOID18
 AE6935  DYNAMIC HEIGHT  -        637.412 (meters)     2091.24  (feet) COMP
 AE6935  MODELED GRAVITY -    980,465.6   (mgal)                       NAVD 88
 AE6935
 AE6935  VERT ORDER      -  FIRST     CLASS II
 AE6935
 AE6935.The horizontal coordinates were scaled from a map and have
 AE6935.an estimated accuracy of +/- 6 seconds.
 AE6935
 AE6935.The orthometric height was determined by differential leveling and
 AE6935.adjusted by the NATIONAL GEODETIC SURVEY
 AE6935.in July 1998.
 AE6935
 AE6935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6935.GEOID18 height accuracy estimate available here.
 AE6935
 AE6935.Click photographs - Photos may exist for this station.
 AE6935
 AE6935.The dynamic height is computed by dividing the NAVD 88
 AE6935.geopotential number by the normal gravity value computed on the
 AE6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6935.degrees latitude (g = 980.6199 gals.).
 AE6935
 AE6935.The modeled gravity was interpolated from observed gravity values.
 AE6935
 AE6935;                    North         East    Units  Estimated Accuracy
 AE6935;SPC SD N     -   153,780.      595,570.      MT  (+/- 180 meters Scaled)
 AE6935
 AE6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170076(NAD 83)
 AE6935
 AE6935                          SUPERSEDED SURVEY CONTROL
 AE6935
 AE6935.No superseded survey control is available for this station.
 AE6935
 AE6935_MARKER: DD = SURVEY DISK
 AE6935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6935_STAMPING: 83-189.15 1996
 AE6935_MARK LOGO: SDDT
 AE6935_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6935+STABILITY: SURFACE MOTION
 AE6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6935+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6935
 AE6935  HISTORY     - Date     Condition        Report By
 AE6935  HISTORY     - 1996     MONUMENTED       SDDT
 AE6935  HISTORY     - 19970309 GOOD             NGS
 AE6935
 AE6935                          STATION DESCRIPTION
 AE6935
 AE6935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6935'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6935'EXENE STREET IN GETTYSBURG, THENCE 22.6 KM (14.05 MI) NORTHERLY ALONG
 AE6935'U.S. HIGHWAY 83, 3.4 KM (2.10 MI) SOUTH OF THE JUNCTION OF STATE
 AE6935'HIGHWAY 20, 238.0 M (780.8 FT) NORTH OF MILEPOST 189, 32.0 M (105.0
 AE6935'FT) EAST OF THE HIGHWAY CENTERLINE, 18.2 M (59.7 FT) SOUTHEAST OF THE
 AE6935'CENTER 1 OF 3 UTILITY POLES, 15.2 M (49.9 FT) EAST OF A FENCE CORNER,
 AE6935'7.1 M (23.3 FT) NORTH OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT)
 AE6935'SOUTH OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 AE6935'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6936 ***********************************************************************
 AE6936  DESIGNATION -  83 190.10
 AE6936  PID         -  AE6936
 AE6936  STATE/COUNTY-  SD/POTTER
 AE6936  COUNTRY     -  US
 AE6936  USGS QUAD   -  LAKE HURLEY NE (2017)
 AE6936
 AE6936                         *CURRENT SURVEY CONTROL
 AE6936  ______________________________________________________________________
 AE6936* NAD 83(1986) POSITION- 45 13 51.     (N) 100 03 23.     (W)   SCALED
 AE6936* NAVD 88 ORTHO HEIGHT -   640.038 (meters)     2099.86  (feet) ADJUSTED
 AE6936  ______________________________________________________________________
 AE6936  GEOID HEIGHT    -        -22.238 (meters)                     GEOID18
 AE6936  DYNAMIC HEIGHT  -        639.956 (meters)     2099.59  (feet) COMP
 AE6936  MODELED GRAVITY -    980,467.6   (mgal)                       NAVD 88
 AE6936
 AE6936  VERT ORDER      -  FIRST     CLASS II
 AE6936
 AE6936.The horizontal coordinates were scaled from a map and have
 AE6936.an estimated accuracy of +/- 6 seconds.
 AE6936
 AE6936.The orthometric height was determined by differential leveling and
 AE6936.adjusted by the NATIONAL GEODETIC SURVEY
 AE6936.in July 1998.
 AE6936
 AE6936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6936.GEOID18 height accuracy estimate available here.
 AE6936
 AE6936.Click photographs - Photos may exist for this station.
 AE6936
 AE6936.The dynamic height is computed by dividing the NAVD 88
 AE6936.geopotential number by the normal gravity value computed on the
 AE6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6936.degrees latitude (g = 980.6199 gals.).
 AE6936
 AE6936.The modeled gravity was interpolated from observed gravity values.
 AE6936
 AE6936;                    North         East    Units  Estimated Accuracy
 AE6936;SPC SD N     -   155,300.      595,570.      MT  (+/- 180 meters Scaled)
 AE6936
 AE6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170091(NAD 83)
 AE6936
 AE6936                          SUPERSEDED SURVEY CONTROL
 AE6936
 AE6936.No superseded survey control is available for this station.
 AE6936
 AE6936_MARKER: DD = SURVEY DISK
 AE6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6936_STAMPING: 83-190.10 1996
 AE6936_MARK LOGO: SDDT
 AE6936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6936+STABILITY: SURFACE MOTION
 AE6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6936+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6936
 AE6936  HISTORY     - Date     Condition        Report By
 AE6936  HISTORY     - 1996     MONUMENTED       SDDT
 AE6936  HISTORY     - 19970309 GOOD             NGS
 AE6936
 AE6936                          STATION DESCRIPTION
 AE6936
 AE6936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6936'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE6936'EXENE STREET IN GETTYSBURG, THENCE 24.1 KM (14.95 MI) NORTHERLY ALONG
 AE6936'U.S. HIGHWAY 83, 1.8 KM (1.10 MI) SOUTH OF THE JUNCTION OF STATE
 AE6936'HIGHWAY 20, 168.0 M (551.2 FT) NORTH OF MILEPOST 190, 22.4 M (73.5 FT)
 AE6936'SOUTHWEST OF THE CENTER 1 OF 3 UTILITY POLES, 23.1 M (75.8 FT)
 AE6936'NORTHWEST OF A UTILITY POLE WITH 3 GUY CABLES, 17.1 M (56.1 FT) EAST
 AE6936'OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AE6936'HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AE6936'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6937 ***********************************************************************
 AE6937  DESIGNATION -  83 192.25
 AE6937  PID         -  AE6937
 AE6937  STATE/COUNTY-  SD/WALWORTH
 AE6937  COUNTRY     -  US
 AE6937  USGS QUAD   -  AKASKA (2017)
 AE6937
 AE6937                         *CURRENT SURVEY CONTROL
 AE6937  ______________________________________________________________________
 AE6937* NAD 83(1986) POSITION- 45 15 39.     (N) 100 03 30.     (W)   SCALED
 AE6937* NAVD 88 ORTHO HEIGHT -   632.663 (meters)     2075.66  (feet) ADJUSTED
 AE6937  ______________________________________________________________________
 AE6937  GEOID HEIGHT    -        -22.216 (meters)                     GEOID18
 AE6937  DYNAMIC HEIGHT  -        632.586 (meters)     2075.41  (feet) COMP
 AE6937  MODELED GRAVITY -    980,473.1   (mgal)                       NAVD 88
 AE6937
 AE6937  VERT ORDER      -  FIRST     CLASS II
 AE6937
 AE6937.The horizontal coordinates were scaled from a map and have
 AE6937.an estimated accuracy of +/- 6 seconds.
 AE6937
 AE6937.The orthometric height was determined by differential leveling and
 AE6937.adjusted by the NATIONAL GEODETIC SURVEY
 AE6937.in July 1998.
 AE6937
 AE6937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6937.GEOID18 height accuracy estimate available here.
 AE6937
 AE6937.Click photographs - Photos may exist for this station.
 AE6937
 AE6937.The dynamic height is computed by dividing the NAVD 88
 AE6937.geopotential number by the normal gravity value computed on the
 AE6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6937.degrees latitude (g = 980.6199 gals.).
 AE6937
 AE6937.The modeled gravity was interpolated from observed gravity values.
 AE6937
 AE6937;                    North         East    Units  Estimated Accuracy
 AE6937;SPC SD N     -   158,630.      595,420.      MT  (+/- 180 meters Scaled)
 AE6937
 AE6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169124(NAD 83)
 AE6937
 AE6937                          SUPERSEDED SURVEY CONTROL
 AE6937
 AE6937.No superseded survey control is available for this station.
 AE6937
 AE6937_MARKER: DD = SURVEY DISK
 AE6937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6937_STAMPING: 83-192.25 1996
 AE6937_MARK LOGO: SDDT
 AE6937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6937+STABILITY: SURFACE MOTION
 AE6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6937+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6937
 AE6937  HISTORY     - Date     Condition        Report By
 AE6937  HISTORY     - 1996     MONUMENTED       SDDT
 AE6937  HISTORY     - 19970309 GOOD             NGS
 AE6937
 AE6937                          STATION DESCRIPTION
 AE6937
 AE6937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6937'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6937'STATE HIGHWAY 130 IN SELBY, THENCE 21.9 KM (13.60 MI) SOUTHERLY ALONG
 AE6937'U.S. HIGHWAY 83, 1.6 KM (1.00 MI) NORTH OF THE JUNCTION OF STATE
 AE6937'HIGHWAY 20, 380.0 M (1246.7 FT) NORTH OF MILEPOST 192, 41.1 M (134.8
 AE6937'FT) EAST OF THE HIGHWAY CENTERLINE, 25.9 M (85.0 FT) EAST OF A FENCE
 AE6937'CORNER, 25.6 M (84.0 FT) EAST OF THE CENTER 1 OF 3 UTILITY POLES, 1.0
 AE6937'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A
 AE6937'FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 AE6937'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6938 ***********************************************************************
 AE6938  DESIGNATION -  83 193.27
 AE6938  PID         -  AE6938
 AE6938  STATE/COUNTY-  SD/WALWORTH
 AE6938  COUNTRY     -  US
 AE6938  USGS QUAD   -  AKASKA (2017)
 AE6938
 AE6938                         *CURRENT SURVEY CONTROL
 AE6938  ______________________________________________________________________
 AE6938* NAD 83(1986) POSITION- 45 16 32.     (N) 100 03 16.     (W)   SCALED
 AE6938* NAVD 88 ORTHO HEIGHT -   613.399 (meters)     2012.46  (feet) ADJUSTED
 AE6938  ______________________________________________________________________
 AE6938  GEOID HEIGHT    -        -22.214 (meters)                     GEOID18
 AE6938  DYNAMIC HEIGHT  -        613.325 (meters)     2012.22  (feet) COMP
 AE6938  MODELED GRAVITY -    980,476.1   (mgal)                       NAVD 88
 AE6938
 AE6938  VERT ORDER      -  FIRST     CLASS II
 AE6938
 AE6938.The horizontal coordinates were scaled from a map and have
 AE6938.an estimated accuracy of +/- 6 seconds.
 AE6938
 AE6938.The orthometric height was determined by differential leveling and
 AE6938.adjusted by the NATIONAL GEODETIC SURVEY
 AE6938.in July 1998.
 AE6938
 AE6938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6938.GEOID18 height accuracy estimate available here.
 AE6938
 AE6938.Click photographs - Photos may exist for this station.
 AE6938
 AE6938.The dynamic height is computed by dividing the NAVD 88
 AE6938.geopotential number by the normal gravity value computed on the
 AE6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6938.degrees latitude (g = 980.6199 gals.).
 AE6938
 AE6938.The modeled gravity was interpolated from observed gravity values.
 AE6938
 AE6938;                    North         East    Units  Estimated Accuracy
 AE6938;SPC SD N     -   160,270.      595,730.      MT  (+/- 180 meters Scaled)
 AE6938
 AE6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR172141(NAD 83)
 AE6938
 AE6938                          SUPERSEDED SURVEY CONTROL
 AE6938
 AE6938.No superseded survey control is available for this station.
 AE6938
 AE6938_MARKER: DD = SURVEY DISK
 AE6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6938_STAMPING: 83-193.27 1996
 AE6938_MARK LOGO: SDDT
 AE6938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6938+STABILITY: SURFACE MOTION
 AE6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6938+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6938
 AE6938  HISTORY     - Date     Condition        Report By
 AE6938  HISTORY     - 1996     MONUMENTED       SDDT
 AE6938  HISTORY     - 19970309 GOOD             NGS
 AE6938
 AE6938                          STATION DESCRIPTION
 AE6938
 AE6938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6938'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6938'STATE HIGHWAY 130 IN SELBY, THENCE 20.3 KM (12.60 MI) SOUTHERLY ALONG
 AE6938'U.S. HIGHWAY 83, 3.3 KM (2.05 MI) NORTH OF THE JUNCTION OF STATE
 AE6938'HIGHWAY 20, 429.0 M (1407.5 FT) NORTH OF MILEPOST 193, 50.3 M (165.0
 AE6938'FT) EAST OF THE HIGHWAY CENTERLINE, 33.5 M (109.9 FT) EAST OF A FENCE
 AE6938'CORNER, 29.1 M (95.5 FT) EAST OF THE CENTER 1 OF 3 UTILITY POLES, 12.5
 AE6938'M (41.0 FT) NORTH OF THE CENTER OF A DIRT ROAD, 0.6 M (2.0 FT) SOUTH
 AE6938'OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE6938'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AE6938'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6939 ***********************************************************************
 AE6939  DESIGNATION -  83 194.24
 AE6939  PID         -  AE6939
 AE6939  STATE/COUNTY-  SD/WALWORTH
 AE6939  COUNTRY     -  US
 AE6939  USGS QUAD   -  AKASKA (2017)
 AE6939
 AE6939                         *CURRENT SURVEY CONTROL
 AE6939  ______________________________________________________________________
 AE6939* NAD 83(1986) POSITION- 45 17 23.     (N) 100 03 29.     (W)   SCALED
 AE6939* NAVD 88 ORTHO HEIGHT -   608.830 (meters)     1997.47  (feet) ADJUSTED
 AE6939  ______________________________________________________________________
 AE6939  GEOID HEIGHT    -        -22.209 (meters)                     GEOID18
 AE6939  DYNAMIC HEIGHT  -        608.759 (meters)     1997.24  (feet) COMP
 AE6939  MODELED GRAVITY -    980,479.3   (mgal)                       NAVD 88
 AE6939
 AE6939  VERT ORDER      -  FIRST     CLASS II
 AE6939
 AE6939.The horizontal coordinates were scaled from a map and have
 AE6939.an estimated accuracy of +/- 6 seconds.
 AE6939
 AE6939.The orthometric height was determined by differential leveling and
 AE6939.adjusted by the NATIONAL GEODETIC SURVEY
 AE6939.in July 1998.
 AE6939
 AE6939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6939.GEOID18 height accuracy estimate available here.
 AE6939
 AE6939.Click photographs - Photos may exist for this station.
 AE6939
 AE6939.The dynamic height is computed by dividing the NAVD 88
 AE6939.geopotential number by the normal gravity value computed on the
 AE6939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6939.degrees latitude (g = 980.6199 gals.).
 AE6939
 AE6939.The modeled gravity was interpolated from observed gravity values.
 AE6939
 AE6939;                    North         East    Units  Estimated Accuracy
 AE6939;SPC SD N     -   161,840.      595,450.      MT  (+/- 180 meters Scaled)
 AE6939
 AE6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170156(NAD 83)
 AE6939
 AE6939                          SUPERSEDED SURVEY CONTROL
 AE6939
 AE6939.No superseded survey control is available for this station.
 AE6939
 AE6939_MARKER: DD = SURVEY DISK
 AE6939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6939_STAMPING: 83-194.24 1996
 AE6939_MARK LOGO: SDDT
 AE6939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6939+STABILITY: SURFACE MOTION
 AE6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6939+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6939
 AE6939  HISTORY     - Date     Condition        Report By
 AE6939  HISTORY     - 1996     MONUMENTED       SDDT
 AE6939  HISTORY     - 19970309 GOOD             NGS
 AE6939
 AE6939                          STATION DESCRIPTION
 AE6939
 AE6939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6939'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6939'STATE HIGHWAY 130 IN SELBY, THENCE 18.7 KM (11.60 MI) SOUTHERLY ALONG
 AE6939'U.S. HIGHWAY 83, 4.8 KM (3.00 MI) NORTH OF THE JUNCTION OF STATE
 AE6939'HIGHWAY 20, 379.0 M (1243.4 FT) NORTH OF MILEPOST 194, 32.9 M (107.9
 AE6939'FT) WEST OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) SOUTHWEST OF THE
 AE6939'CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE
 AE6939'HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 AE6939'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6940 ***********************************************************************
 AE6940  DESIGNATION -  83 195.40
 AE6940  PID         -  AE6940
 AE6940  STATE/COUNTY-  SD/WALWORTH
 AE6940  COUNTRY     -  US
 AE6940  USGS QUAD   -  AKASKA (2017)
 AE6940
 AE6940                         *CURRENT SURVEY CONTROL
 AE6940  ______________________________________________________________________
 AE6940* NAD 83(1986) POSITION- 45 18 25.     (N) 100 03 30.     (W)   SCALED
 AE6940* NAVD 88 ORTHO HEIGHT -   556.342 (meters)     1825.27  (feet) ADJUSTED
 AE6940  ______________________________________________________________________
 AE6940  GEOID HEIGHT    -        -22.207 (meters)                     GEOID18
 AE6940  DYNAMIC HEIGHT  -        556.278 (meters)     1825.06  (feet) COMP
 AE6940  MODELED GRAVITY -    980,483.0   (mgal)                       NAVD 88
 AE6940
 AE6940  VERT ORDER      -  FIRST     CLASS II
 AE6940
 AE6940.The horizontal coordinates were scaled from a map and have
 AE6940.an estimated accuracy of +/- 6 seconds.
 AE6940
 AE6940.The orthometric height was determined by differential leveling and
 AE6940.adjusted by the NATIONAL GEODETIC SURVEY
 AE6940.in July 1998.
 AE6940
 AE6940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6940.GEOID18 height accuracy estimate available here.
 AE6940
 AE6940.Click photographs - Photos may exist for this station.
 AE6940
 AE6940.The dynamic height is computed by dividing the NAVD 88
 AE6940.geopotential number by the normal gravity value computed on the
 AE6940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6940.degrees latitude (g = 980.6199 gals.).
 AE6940
 AE6940.The modeled gravity was interpolated from observed gravity values.
 AE6940
 AE6940;                    North         East    Units  Estimated Accuracy
 AE6940;SPC SD N     -   163,760.      595,430.      MT  (+/- 180 meters Scaled)
 AE6940
 AE6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170175(NAD 83)
 AE6940
 AE6940                          SUPERSEDED SURVEY CONTROL
 AE6940
 AE6940.No superseded survey control is available for this station.
 AE6940
 AE6940_MARKER: DD = SURVEY DISK
 AE6940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6940_STAMPING: 83-195.40 1996
 AE6940_MARK LOGO: SDDT
 AE6940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6940+STABILITY: SURFACE MOTION
 AE6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6940+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6940
 AE6940  HISTORY     - Date     Condition        Report By
 AE6940  HISTORY     - 1996     MONUMENTED       SDDT
 AE6940  HISTORY     - 19970309 GOOD             NGS
 AE6940
 AE6940                          STATION DESCRIPTION
 AE6940
 AE6940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6940'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6940'STATE HIGHWAY 130 IN SELBY, THENCE 16.9 KM (10.50 MI) SOUTHERLY ALONG
 AE6940'U.S. HIGHWAY 83, 6.7 KM (4.15 MI) NORTH OF THE JUNCTION OF STATE
 AE6940'HIGHWAY 20, 649.0 M (2129.3 FT) NORTH OF MILEPOST 195, 54.8 M (179.8
 AE6940'FT) NORTH OF THE EXTENDED CENTER OF 144TH STREET, 15.2 M (49.9 FT)
 AE6940'WEST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) NORTH OF THE CENTER OF
 AE6940'A FIELD ENTRANCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AE6940'(1.6 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AE6940'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6941 ***********************************************************************
 AE6941  DESIGNATION -  83 196.28
 AE6941  PID         -  AE6941
 AE6941  STATE/COUNTY-  SD/WALWORTH
 AE6941  COUNTRY     -  US
 AE6941  USGS QUAD   -  AKASKA (2017)
 AE6941
 AE6941                         *CURRENT SURVEY CONTROL
 AE6941  ______________________________________________________________________
 AE6941* NAD 83(1986) POSITION- 45 19 06.     (N) 100 03 33.     (W)   SCALED
 AE6941* NAVD 88 ORTHO HEIGHT -   563.561 (meters)     1848.95  (feet) ADJUSTED
 AE6941  ______________________________________________________________________
 AE6941  GEOID HEIGHT    -        -22.202 (meters)                     GEOID18
 AE6941  DYNAMIC HEIGHT  -        563.498 (meters)     1848.74  (feet) COMP
 AE6941  MODELED GRAVITY -    980,485.4   (mgal)                       NAVD 88
 AE6941
 AE6941  VERT ORDER      -  FIRST     CLASS II
 AE6941
 AE6941.The horizontal coordinates were scaled from a map and have
 AE6941.an estimated accuracy of +/- 6 seconds.
 AE6941
 AE6941.The orthometric height was determined by differential leveling and
 AE6941.adjusted by the NATIONAL GEODETIC SURVEY
 AE6941.in July 1998.
 AE6941
 AE6941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6941.GEOID18 height accuracy estimate available here.
 AE6941
 AE6941.Click photographs - Photos may exist for this station.
 AE6941
 AE6941.The dynamic height is computed by dividing the NAVD 88
 AE6941.geopotential number by the normal gravity value computed on the
 AE6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6941.degrees latitude (g = 980.6199 gals.).
 AE6941
 AE6941.The modeled gravity was interpolated from observed gravity values.
 AE6941
 AE6941;                    North         East    Units  Estimated Accuracy
 AE6941;SPC SD N     -   165,020.      595,360.      MT  (+/- 180 meters Scaled)
 AE6941
 AE6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169188(NAD 83)
 AE6941
 AE6941                          SUPERSEDED SURVEY CONTROL
 AE6941
 AE6941.No superseded survey control is available for this station.
 AE6941
 AE6941_MARKER: Z = SEE DESCRIPTION
 AE6941_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6941_STAMPING: 83-196.28 1996
 AE6941_MARK LOGO: NGS
 AE6941_PROJECTION: FLUSH
 AE6941_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6941+STABILITY: POSITION/ELEVATION WELL
 AE6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6941+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6941_ROD/PIPE-DEPTH: 6.4 meters
 AE6941_SLEEVE-DEPTH  : 1.8 meters
 AE6941
 AE6941  HISTORY     - Date     Condition        Report By
 AE6941  HISTORY     - 1996     MONUMENTED       SDDT
 AE6941  HISTORY     - 19970309 GOOD             NGS
 AE6941
 AE6941                          STATION DESCRIPTION
 AE6941
 AE6941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6941'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6941'STATE HIGHWAY 130 IN SELBY, THENCE 15.4 KM (9.55 MI) SOUTHERLY ALONG
 AE6941'U.S. HIGHWAY 83, 8.1 KM (5.05 MI) NORTH OF THE JUNCTION OF STATE
 AE6941'HIGHWAY 20, 448.0 M (1469.8 FT) NORTH OF MILEPOST 196, 62.5 M (205.1
 AE6941'FT) EAST OF THE HIGHWAY CENTERLINE, 17.6 M (57.7 FT) NORTHWEST OF THE
 AE6941'CENTER 1 OF 3 UTILITY POLES, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND
 AE6941'FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AE6941'FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE6941'STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1
 AE6941'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE6941'A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6942 ***********************************************************************
 AE6942  DESIGNATION -  83 197.30
 AE6942  PID         -  AE6942
 AE6942  STATE/COUNTY-  SD/WALWORTH
 AE6942  COUNTRY     -  US
 AE6942  USGS QUAD   -  AKASKA (2017)
 AE6942
 AE6942                         *CURRENT SURVEY CONTROL
 AE6942  ______________________________________________________________________
 AE6942* NAD 83(1986) POSITION- 45 19 56.     (N) 100 03 46.     (W)   SCALED
 AE6942* NAVD 88 ORTHO HEIGHT -   584.393 (meters)     1917.30  (feet) ADJUSTED
 AE6942  ______________________________________________________________________
 AE6942  GEOID HEIGHT    -        -22.192 (meters)                     GEOID18
 AE6942  DYNAMIC HEIGHT  -        584.329 (meters)     1917.09  (feet) COMP
 AE6942  MODELED GRAVITY -    980,488.0   (mgal)                       NAVD 88
 AE6942
 AE6942  VERT ORDER      -  FIRST     CLASS II
 AE6942
 AE6942.The horizontal coordinates were scaled from a map and have
 AE6942.an estimated accuracy of +/- 6 seconds.
 AE6942
 AE6942.The orthometric height was determined by differential leveling and
 AE6942.adjusted by the NATIONAL GEODETIC SURVEY
 AE6942.in July 1998.
 AE6942
 AE6942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6942.GEOID18 height accuracy estimate available here.
 AE6942
 AE6942.Click photographs - Photos may exist for this station.
 AE6942
 AE6942.The dynamic height is computed by dividing the NAVD 88
 AE6942.geopotential number by the normal gravity value computed on the
 AE6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6942.degrees latitude (g = 980.6199 gals.).
 AE6942
 AE6942.The modeled gravity was interpolated from observed gravity values.
 AE6942
 AE6942;                    North         East    Units  Estimated Accuracy
 AE6942;SPC SD N     -   166,560.      595,080.      MT  (+/- 180 meters Scaled)
 AE6942
 AE6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR167204(NAD 83)
 AE6942
 AE6942                          SUPERSEDED SURVEY CONTROL
 AE6942
 AE6942.No superseded survey control is available for this station.
 AE6942
 AE6942_MARKER: DD = SURVEY DISK
 AE6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6942_STAMPING: 83-197.30 1996
 AE6942_MARK LOGO: SDDT
 AE6942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6942+STABILITY: SURFACE MOTION
 AE6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6942+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6942
 AE6942  HISTORY     - Date     Condition        Report By
 AE6942  HISTORY     - 1996     MONUMENTED       SDDT
 AE6942  HISTORY     - 19970309 GOOD             NGS
 AE6942
 AE6942                          STATION DESCRIPTION
 AE6942
 AE6942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6942'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6942'STATE HIGHWAY 130 IN SELBY, THENCE 13.8 KM (8.55 MI) SOUTHERLY ALONG
 AE6942'U.S. HIGHWAY 83, 9.7 KM (6.00 MI) NORTH OF THE JUNCTION OF STATE
 AE6942'HIGHWAY 20, 446.0 M (1463.3 FT) NORTH OF MILEPOST 197, 15.5 M (50.9
 AE6942'FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 144, 14.9 M (48.9 FT) WEST
 AE6942'OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) SOUTHEAST OF UNDERGROUND
 AE6942'CABLE JUNCTION BOX NUMBER SS 11, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE6942'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE CORNER,
 AE6942'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6943 ***********************************************************************
 AE6943  DESIGNATION -  83 198.30
 AE6943  PID         -  AE6943
 AE6943  STATE/COUNTY-  SD/WALWORTH
 AE6943  COUNTRY     -  US
 AE6943  USGS QUAD   -  AKASKA (2017)
 AE6943
 AE6943                         *CURRENT SURVEY CONTROL
 AE6943  ______________________________________________________________________
 AE6943* NAD 83(1986) POSITION- 45 20 47.     (N) 100 03 34.     (W)   SCALED
 AE6943* NAVD 88 ORTHO HEIGHT -   583.931 (meters)     1915.78  (feet) ADJUSTED
 AE6943  ______________________________________________________________________
 AE6943  GEOID HEIGHT    -        -22.189 (meters)                     GEOID18
 AE6943  DYNAMIC HEIGHT  -        583.867 (meters)     1915.57  (feet) COMP
 AE6943  MODELED GRAVITY -    980,488.3   (mgal)                       NAVD 88
 AE6943
 AE6943  VERT ORDER      -  FIRST     CLASS II
 AE6943
 AE6943.The horizontal coordinates were scaled from a map and have
 AE6943.an estimated accuracy of +/- 6 seconds.
 AE6943
 AE6943.The orthometric height was determined by differential leveling and
 AE6943.adjusted by the NATIONAL GEODETIC SURVEY
 AE6943.in July 1998.
 AE6943
 AE6943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6943.GEOID18 height accuracy estimate available here.
 AE6943
 AE6943.Click photographs - Photos may exist for this station.
 AE6943
 AE6943.The dynamic height is computed by dividing the NAVD 88
 AE6943.geopotential number by the normal gravity value computed on the
 AE6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6943.degrees latitude (g = 980.6199 gals.).
 AE6943
 AE6943.The modeled gravity was interpolated from observed gravity values.
 AE6943
 AE6943;                    North         East    Units  Estimated Accuracy
 AE6943;SPC SD N     -   168,140.      595,340.      MT  (+/- 180 meters Scaled)
 AE6943
 AE6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170219(NAD 83)
 AE6943
 AE6943                          SUPERSEDED SURVEY CONTROL
 AE6943
 AE6943.No superseded survey control is available for this station.
 AE6943
 AE6943_MARKER: DD = SURVEY DISK
 AE6943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6943_STAMPING: 83-198.30 1996
 AE6943_MARK LOGO: SDDT
 AE6943_PROJECTION: FLUSH
 AE6943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6943+STABILITY: SURFACE MOTION
 AE6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6943+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6943
 AE6943  HISTORY     - Date     Condition        Report By
 AE6943  HISTORY     - 1996     MONUMENTED       SDDT
 AE6943  HISTORY     - 19970309 GOOD             NGS
 AE6943
 AE6943                          STATION DESCRIPTION
 AE6943
 AE6943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6943'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6943'STATE HIGHWAY 130 IN SELBY, THENCE 12.2 KM (7.60 MI) SOUTHERLY ALONG
 AE6943'U.S. HIGHWAY 83, 469.0 M (1538.7 FT) NORTH OF MILEPOST 198, 171.1 M
 AE6943'(561.4 FT) EAST OF THE HIGHWAY CENTERLINE, 15.9 M (52.2 FT) NORTHWEST
 AE6943'OF THE CENTER 1 OF 3 UTILITY POLES, 0.9 M (3.0 FT) WEST OF A FENCE,
 AE6943'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 AE6943'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE6943'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6944 ***********************************************************************
 AE6944  DESIGNATION -  83 199.42
 AE6944  PID         -  AE6944
 AE6944  STATE/COUNTY-  SD/WALWORTH
 AE6944  COUNTRY     -  US
 AE6944  USGS QUAD   -  AKASKA (2017)
 AE6944
 AE6944                         *CURRENT SURVEY CONTROL
 AE6944  ______________________________________________________________________
 AE6944* NAD 83(1986) POSITION- 45 21 34.     (N) 100 02 57.     (W)   SCALED
 AE6944* NAVD 88 ORTHO HEIGHT -   610.371 (meters)     2002.53  (feet) ADJUSTED
 AE6944  ______________________________________________________________________
 AE6944  GEOID HEIGHT    -        -22.193 (meters)                     GEOID18
 AE6944  DYNAMIC HEIGHT  -        610.305 (meters)     2002.31  (feet) COMP
 AE6944  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 AE6944
 AE6944  VERT ORDER      -  FIRST     CLASS II
 AE6944
 AE6944.The horizontal coordinates were scaled from a map and have
 AE6944.an estimated accuracy of +/- 6 seconds.
 AE6944
 AE6944.The orthometric height was determined by differential leveling and
 AE6944.adjusted by the NATIONAL GEODETIC SURVEY
 AE6944.in July 1998.
 AE6944
 AE6944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6944.GEOID18 height accuracy estimate available here.
 AE6944
 AE6944.Click photographs - Photos may exist for this station.
 AE6944
 AE6944.The dynamic height is computed by dividing the NAVD 88
 AE6944.geopotential number by the normal gravity value computed on the
 AE6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6944.degrees latitude (g = 980.6199 gals.).
 AE6944
 AE6944.The modeled gravity was interpolated from observed gravity values.
 AE6944
 AE6944;                    North         East    Units  Estimated Accuracy
 AE6944;SPC SD N     -   169,590.      596,150.      MT  (+/- 180 meters Scaled)
 AE6944
 AE6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR178234(NAD 83)
 AE6944
 AE6944                          SUPERSEDED SURVEY CONTROL
 AE6944
 AE6944.No superseded survey control is available for this station.
 AE6944
 AE6944_MARKER: DD = SURVEY DISK
 AE6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6944_STAMPING: 83-199.42 1996
 AE6944_MARK LOGO: SDDT
 AE6944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6944+STABILITY: SURFACE MOTION
 AE6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6944+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6944
 AE6944  HISTORY     - Date     Condition        Report By
 AE6944  HISTORY     - 1996     MONUMENTED       SDDT
 AE6944  HISTORY     - 19970309 GOOD             NGS
 AE6944
 AE6944                          STATION DESCRIPTION
 AE6944
 AE6944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6944'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6944'STATE HIGHWAY 130 IN SELBY, THENCE 10.4 KM (6.45 MI) SOUTHERLY ALONG
 AE6944'U.S. HIGHWAY 83, 672.0 M (2204.7 FT) NORTH OF MILEPOST 199, 22.6 M
 AE6944'(74.1 FT) EAST OF THE HIGHWAY CENTERLINE, 18.9 M (62.0 FT) NORTH OF AN
 AE6944'UNDERGROUND CABLE JUNCTION BOX, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AE6944'HIGHWAY, 0.9 M (3.0 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT) WEST OF
 AE6944'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6945 ***********************************************************************
 AE6945  DESIGNATION -  83 200.42
 AE6945  PID         -  AE6945
 AE6945  STATE/COUNTY-  SD/WALWORTH
 AE6945  COUNTRY     -  US
 AE6945  USGS QUAD   -  AKASKA (2017)
 AE6945
 AE6945                         *CURRENT SURVEY CONTROL
 AE6945  ______________________________________________________________________
 AE6945* NAD 83(1986) POSITION- 45 22 18.     (N) 100 02 21.     (W)   SCALED
 AE6945* NAVD 88 ORTHO HEIGHT -   625.179 (meters)     2051.11  (feet) ADJUSTED
 AE6945  ______________________________________________________________________
 AE6945  GEOID HEIGHT    -        -22.200 (meters)                     GEOID18
 AE6945  DYNAMIC HEIGHT  -        625.112 (meters)     2050.89  (feet) COMP
 AE6945  MODELED GRAVITY -    980,488.4   (mgal)                       NAVD 88
 AE6945
 AE6945  VERT ORDER      -  FIRST     CLASS II
 AE6945
 AE6945.The horizontal coordinates were scaled from a map and have
 AE6945.an estimated accuracy of +/- 6 seconds.
 AE6945
 AE6945.The orthometric height was determined by differential leveling and
 AE6945.adjusted by the NATIONAL GEODETIC SURVEY
 AE6945.in July 1998.
 AE6945
 AE6945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6945.GEOID18 height accuracy estimate available here.
 AE6945
 AE6945.Click photographs - Photos may exist for this station.
 AE6945
 AE6945.The dynamic height is computed by dividing the NAVD 88
 AE6945.geopotential number by the normal gravity value computed on the
 AE6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6945.degrees latitude (g = 980.6199 gals.).
 AE6945
 AE6945.The modeled gravity was interpolated from observed gravity values.
 AE6945
 AE6945;                    North         East    Units  Estimated Accuracy
 AE6945;SPC SD N     -   170,950.      596,930.      MT  (+/- 180 meters Scaled)
 AE6945
 AE6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR186247(NAD 83)
 AE6945
 AE6945                          SUPERSEDED SURVEY CONTROL
 AE6945
 AE6945.No superseded survey control is available for this station.
 AE6945
 AE6945_MARKER: Z = SEE DESCRIPTION
 AE6945_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6945_STAMPING: 83-200.42 1996
 AE6945_MARK LOGO: NGS
 AE6945_PROJECTION: FLUSH
 AE6945_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6945+STABILITY: POSITION/ELEVATION WELL
 AE6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6945+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6945_ROD/PIPE-DEPTH: 6.4 meters
 AE6945_SLEEVE-DEPTH  : 1.8 meters
 AE6945
 AE6945  HISTORY     - Date     Condition        Report By
 AE6945  HISTORY     - 1996     MONUMENTED       SDDT
 AE6945  HISTORY     - 19970309 GOOD             NGS
 AE6945
 AE6945                          STATION DESCRIPTION
 AE6945
 AE6945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6945'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6945'STATE HIGHWAY 130 IN SELBY, THENCE 8.8 KM (5.45 MI) SOUTHERLY ALONG
 AE6945'U.S. HIGHWAY 83, 672.0 M (2204.7 FT) NORTH OF MILEPOST 200, 14.0 M
 AE6945'(45.9 FT) WEST OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) NORTH OF THE
 AE6945'CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND
 AE6945'FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AE6945'FT) WEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE6945'STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1
 AE6945'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE6945'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6946 ***********************************************************************
 AE6946  DESIGNATION -  83 201.22
 AE6946  PID         -  AE6946
 AE6946  STATE/COUNTY-  SD/WALWORTH
 AE6946  COUNTRY     -  US
 AE6946  USGS QUAD   -  AKASKA NE (2017)
 AE6946
 AE6946                         *CURRENT SURVEY CONTROL
 AE6946  ______________________________________________________________________
 AE6946* NAD 83(1986) POSITION- 45 22 59.     (N) 100 02 20.     (W)   SCALED
 AE6946* NAVD 88 ORTHO HEIGHT -   621.314 (meters)     2038.43  (feet) ADJUSTED
 AE6946  ______________________________________________________________________
 AE6946  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 AE6946  DYNAMIC HEIGHT  -        621.247 (meters)     2038.21  (feet) COMP
 AE6946  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 AE6946
 AE6946  VERT ORDER      -  FIRST     CLASS II
 AE6946
 AE6946.The horizontal coordinates were scaled from a map and have
 AE6946.an estimated accuracy of +/- 6 seconds.
 AE6946
 AE6946.The orthometric height was determined by differential leveling and
 AE6946.adjusted by the NATIONAL GEODETIC SURVEY
 AE6946.in July 1998.
 AE6946
 AE6946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6946.GEOID18 height accuracy estimate available here.
 AE6946
 AE6946.Click photographs - Photos may exist for this station.
 AE6946
 AE6946.The dynamic height is computed by dividing the NAVD 88
 AE6946.geopotential number by the normal gravity value computed on the
 AE6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6946.degrees latitude (g = 980.6199 gals.).
 AE6946
 AE6946.The modeled gravity was interpolated from observed gravity values.
 AE6946
 AE6946;                    North         East    Units  Estimated Accuracy
 AE6946;SPC SD N     -   172,210.      596,950.      MT  (+/- 180 meters Scaled)
 AE6946
 AE6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR186260(NAD 83)
 AE6946
 AE6946                          SUPERSEDED SURVEY CONTROL
 AE6946
 AE6946.No superseded survey control is available for this station.
 AE6946
 AE6946_MARKER: DD = SURVEY DISK
 AE6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6946_STAMPING: 83-201.22 1996
 AE6946_MARK LOGO: SDDT
 AE6946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6946+STABILITY: SURFACE MOTION
 AE6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6946+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6946
 AE6946  HISTORY     - Date     Condition        Report By
 AE6946  HISTORY     - 1996     MONUMENTED       SDDT
 AE6946  HISTORY     - 19970309 GOOD             NGS
 AE6946
 AE6946                          STATION DESCRIPTION
 AE6946
 AE6946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6946'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6946'STATE HIGHWAY 130 IN SELBY, THENCE 7.5 KM (4.65 MI) SOUTHERLY ALONG
 AE6946'U.S. HIGHWAY 83, 347.0 M (1138.4 FT) NORTH OF MILEPOST 201, 14.9 M
 AE6946'(48.9 FT) WEST OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT) SOUTH OF THE
 AE6946'CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) EAST OF A FENCE CORNER, 0.5 M
 AE6946'(1.6 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 AE6946'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6947 ***********************************************************************
 AE6947  DESIGNATION -  83 202.38
 AE6947  PID         -  AE6947
 AE6947  STATE/COUNTY-  SD/WALWORTH
 AE6947  COUNTRY     -  US
 AE6947  USGS QUAD   -  AKASKA NE (2017)
 AE6947
 AE6947                         *CURRENT SURVEY CONTROL
 AE6947  ______________________________________________________________________
 AE6947* NAD 83(1986) POSITION- 45 24 02.     (N) 100 02 19.     (W)   SCALED
 AE6947* NAVD 88 ORTHO HEIGHT -   599.242 (meters)     1966.01  (feet) ADJUSTED
 AE6947  ______________________________________________________________________
 AE6947  GEOID HEIGHT    -        -22.209 (meters)                     GEOID18
 AE6947  DYNAMIC HEIGHT  -        599.177 (meters)     1965.80  (feet) COMP
 AE6947  MODELED GRAVITY -    980,488.6   (mgal)                       NAVD 88
 AE6947
 AE6947  VERT ORDER      -  FIRST     CLASS II
 AE6947
 AE6947.The horizontal coordinates were scaled from a map and have
 AE6947.an estimated accuracy of +/- 6 seconds.
 AE6947
 AE6947.The orthometric height was determined by differential leveling and
 AE6947.adjusted by the NATIONAL GEODETIC SURVEY
 AE6947.in July 1998.
 AE6947
 AE6947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6947.GEOID18 height accuracy estimate available here.
 AE6947
 AE6947.Click photographs - Photos may exist for this station.
 AE6947
 AE6947.The dynamic height is computed by dividing the NAVD 88
 AE6947.geopotential number by the normal gravity value computed on the
 AE6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6947.degrees latitude (g = 980.6199 gals.).
 AE6947
 AE6947.The modeled gravity was interpolated from observed gravity values.
 AE6947
 AE6947;                    North         East    Units  Estimated Accuracy
 AE6947;SPC SD N     -   174,160.      596,980.      MT  (+/- 180 meters Scaled)
 AE6947
 AE6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR187279(NAD 83)
 AE6947
 AE6947                          SUPERSEDED SURVEY CONTROL
 AE6947
 AE6947.No superseded survey control is available for this station.
 AE6947
 AE6947_MARKER: DD = SURVEY DISK
 AE6947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6947_STAMPING: 83-202.38 1996
 AE6947_MARK LOGO: SDDT
 AE6947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6947+STABILITY: SURFACE MOTION
 AE6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6947+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6947
 AE6947  HISTORY     - Date     Condition        Report By
 AE6947  HISTORY     - 1996     MONUMENTED       SDDT
 AE6947  HISTORY     - 19970309 GOOD             NGS
 AE6947
 AE6947                          STATION DESCRIPTION
 AE6947
 AE6947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6947'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6947'STATE HIGHWAY 130 IN SELBY, THENCE 5.7 KM (3.55 MI) SOUTHERLY ALONG
 AE6947'U.S. HIGHWAY 83, 603.0 M (1978.3 FT) NORTH OF MILEPOST 202, 16.5 M
 AE6947'(54.1 FT) EAST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) NORTH OF THE
 AE6947'CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AE6947'HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AE6947'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6948 ***********************************************************************
 AE6948  DESIGNATION -  83 203.58
 AE6948  PID         -  AE6948
 AE6948  STATE/COUNTY-  SD/WALWORTH
 AE6948  COUNTRY     -  US
 AE6948  USGS QUAD   -  AKASKA NE (2017)
 AE6948
 AE6948                         *CURRENT SURVEY CONTROL
 AE6948  ______________________________________________________________________
 AE6948* NAD 83(1986) POSITION- 45 25 04.     (N) 100 02 19.     (W)   SCALED
 AE6948* NAVD 88 ORTHO HEIGHT -   604.720 (meters)     1983.99  (feet) ADJUSTED
 AE6948  ______________________________________________________________________
 AE6948  GEOID HEIGHT    -        -22.218 (meters)                     GEOID18
 AE6948  DYNAMIC HEIGHT  -        604.655 (meters)     1983.77  (feet) COMP
 AE6948  MODELED GRAVITY -    980,489.0   (mgal)                       NAVD 88
 AE6948
 AE6948  VERT ORDER      -  FIRST     CLASS II
 AE6948
 AE6948.The horizontal coordinates were scaled from a map and have
 AE6948.an estimated accuracy of +/- 6 seconds.
 AE6948
 AE6948.The orthometric height was determined by differential leveling and
 AE6948.adjusted by the NATIONAL GEODETIC SURVEY
 AE6948.in July 1998.
 AE6948
 AE6948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6948.GEOID18 height accuracy estimate available here.
 AE6948
 AE6948.Click photographs - Photos may exist for this station.
 AE6948
 AE6948.The dynamic height is computed by dividing the NAVD 88
 AE6948.geopotential number by the normal gravity value computed on the
 AE6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6948.degrees latitude (g = 980.6199 gals.).
 AE6948
 AE6948.The modeled gravity was interpolated from observed gravity values.
 AE6948
 AE6948;                    North         East    Units  Estimated Accuracy
 AE6948;SPC SD N     -   176,070.      596,980.      MT  (+/- 180 meters Scaled)
 AE6948
 AE6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR187298(NAD 83)
 AE6948
 AE6948                          SUPERSEDED SURVEY CONTROL
 AE6948
 AE6948.No superseded survey control is available for this station.
 AE6948
 AE6948_MARKER: DD = SURVEY DISK
 AE6948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6948_STAMPING: 83-203.58 1996
 AE6948_MARK LOGO: SDDT
 AE6948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6948+STABILITY: SURFACE MOTION
 AE6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6948+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6948
 AE6948  HISTORY     - Date     Condition        Report By
 AE6948  HISTORY     - 1996     MONUMENTED       SDDT
 AE6948  HISTORY     - 19970309 GOOD             NGS
 AE6948
 AE6948                          STATION DESCRIPTION
 AE6948
 AE6948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6948'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6948'STATE HIGHWAY 130 IN SELBY, THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG
 AE6948'U.S. HIGHWAY 83, 676.0 M (2217.8 FT) SOUTH OF MILEPOST 204, 14.9 M
 AE6948'(48.9 FT) EAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE
 AE6948'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE,
 AE6948'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6949 ***********************************************************************
 AE6949  DESIGNATION -  83 204.74
 AE6949  PID         -  AE6949
 AE6949  STATE/COUNTY-  SD/WALWORTH
 AE6949  COUNTRY     -  US
 AE6949  USGS QUAD   -  AKASKA NE (2017)
 AE6949
 AE6949                         *CURRENT SURVEY CONTROL
 AE6949  ______________________________________________________________________
 AE6949* NAD 83(1986) POSITION- 45 26 05.     (N) 100 02 20.     (W)   SCALED
 AE6949* NAVD 88 ORTHO HEIGHT -   608.658 (meters)     1996.91  (feet) ADJUSTED
 AE6949  ______________________________________________________________________
 AE6949  GEOID HEIGHT    -        -22.229 (meters)                     GEOID18
 AE6949  DYNAMIC HEIGHT  -        608.593 (meters)     1996.69  (feet) COMP
 AE6949  MODELED GRAVITY -    980,489.6   (mgal)                       NAVD 88
 AE6949
 AE6949  VERT ORDER      -  FIRST     CLASS II
 AE6949
 AE6949.The horizontal coordinates were scaled from a map and have
 AE6949.an estimated accuracy of +/- 6 seconds.
 AE6949
 AE6949.The orthometric height was determined by differential leveling and
 AE6949.adjusted by the NATIONAL GEODETIC SURVEY
 AE6949.in July 1998.
 AE6949
 AE6949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6949.GEOID18 height accuracy estimate available here.
 AE6949
 AE6949.Click photographs - Photos may exist for this station.
 AE6949
 AE6949.The dynamic height is computed by dividing the NAVD 88
 AE6949.geopotential number by the normal gravity value computed on the
 AE6949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6949.degrees latitude (g = 980.6199 gals.).
 AE6949
 AE6949.The modeled gravity was interpolated from observed gravity values.
 AE6949
 AE6949;                    North         East    Units  Estimated Accuracy
 AE6949;SPC SD N     -   177,950.      596,960.      MT  (+/- 180 meters Scaled)
 AE6949
 AE6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR187317(NAD 83)
 AE6949
 AE6949                          SUPERSEDED SURVEY CONTROL
 AE6949
 AE6949.No superseded survey control is available for this station.
 AE6949
 AE6949_MARKER: DD = SURVEY DISK
 AE6949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6949_STAMPING: 83-204.74 1996
 AE6949_MARK LOGO: SDDT
 AE6949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6949+STABILITY: SURFACE MOTION
 AE6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6949+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE6949
 AE6949  HISTORY     - Date     Condition        Report By
 AE6949  HISTORY     - 1996     MONUMENTED       SDDT
 AE6949  HISTORY     - 19970309 GOOD             NGS
 AE6949
 AE6949                          STATION DESCRIPTION
 AE6949
 AE6949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6949'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6949'STATE HIGHWAY 130 IN SELBY, THENCE 1.9 KM (1.20 MI) SOUTHERLY ALONG
 AE6949'U.S. HIGHWAY 83, 420.0 M (1377.9 FT) SOUTH OF MILEPOST 205, 26.2 M
 AE6949'(86.0 FT) WEST OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) NORTH OF THE
 AE6949'CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE6949'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AE6949'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6956 ***********************************************************************
 AE6956  DESIGNATION -  83 213.59
 AE6956  PID         -  AE6956
 AE6956  STATE/COUNTY-  SD/WALWORTH
 AE6956  COUNTRY     -  US
 AE6956  USGS QUAD   -  SELBY (2017)
 AE6956
 AE6956                         *CURRENT SURVEY CONTROL
 AE6956  ______________________________________________________________________
 AE6956* NAD 83(1986) POSITION- 45 33 00.     (N) 100 04 09.     (W)   SCALED
 AE6956* NAVD 88 ORTHO HEIGHT -   540.399 (meters)     1772.96  (feet) ADJUSTED
 AE6956  ______________________________________________________________________
 AE6956  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 AE6956  DYNAMIC HEIGHT  -        540.347 (meters)     1772.79  (feet) COMP
 AE6956  MODELED GRAVITY -    980,502.9   (mgal)                       NAVD 88
 AE6956
 AE6956  VERT ORDER      -  FIRST     CLASS II
 AE6956
 AE6956.The horizontal coordinates were scaled from a map and have
 AE6956.an estimated accuracy of +/- 6 seconds.
 AE6956
 AE6956.The orthometric height was determined by differential leveling and
 AE6956.adjusted by the NATIONAL GEODETIC SURVEY
 AE6956.in July 1998.
 AE6956
 AE6956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6956.GEOID18 height accuracy estimate available here.
 AE6956
 AE6956.Click photographs - Photos may exist for this station.
 AE6956
 AE6956.The dynamic height is computed by dividing the NAVD 88
 AE6956.geopotential number by the normal gravity value computed on the
 AE6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6956.degrees latitude (g = 980.6199 gals.).
 AE6956
 AE6956.The modeled gravity was interpolated from observed gravity values.
 AE6956
 AE6956;                    North         East    Units  Estimated Accuracy
 AE6956;SPC SD N     -   190,770.      594,600.      MT  (+/- 180 meters Scaled)
 AE6956
 AE6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR165446(NAD 83)
 AE6956
 AE6956                          SUPERSEDED SURVEY CONTROL
 AE6956
 AE6956.No superseded survey control is available for this station.
 AE6956
 AE6956_MARKER: DD = SURVEY DISK
 AE6956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6956_STAMPING: 83-213.59 1996
 AE6956_MARK LOGO: SDDT
 AE6956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6956+STABILITY: SURFACE MOTION
 AE6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6956+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6956
 AE6956  HISTORY     - Date     Condition        Report By
 AE6956  HISTORY     - 1996     MONUMENTED       SDDT
 AE6956  HISTORY     - 19970310 GOOD             NGS
 AE6956
 AE6956                          STATION DESCRIPTION
 AE6956
 AE6956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6956'4.4 KM (2.75 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6956'STATE HIGHWAY 130 IN SELBY, THENCE 2.1 KM (1.30 MI) NORTHERLY ALONG
 AE6956'U.S. 83, 658.0 M (2158.8 FT) SOUTH OF MILEPOST 214, 14.8 M (48.6 FT)
 AE6956'WEST OF THE HIGHWAY CENTERLINE, 11.9 M (39.0 FT) NORTH OF THE CENTER
 AE6956'OF A TRACK ROAD, 7.6 M (24.9 FT) SOUTH OF A YELLOW 4 BY 4-INCH POST,
 AE6956'1.5 M (4.9 FT) NORTH OF A FENCE CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL
 AE6956'OF THE HIGHWAY, 0.9 M (3.0 FT) EAST OF A FENCE, 0.5 M (1.6 FT) EAST OF
 AE6956'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6957 ***********************************************************************
 AE6957  DESIGNATION -  83 214.58
 AE6957  PID         -  AE6957
 AE6957  STATE/COUNTY-  SD/WALWORTH
 AE6957  COUNTRY     -  US
 AE6957  USGS QUAD   -  SELBY (2017)
 AE6957
 AE6957                         *CURRENT SURVEY CONTROL
 AE6957  ______________________________________________________________________
 AE6957* NAD 83(1986) POSITION- 45 33 52.     (N) 100 04 07.     (W)   SCALED
 AE6957* NAVD 88 ORTHO HEIGHT -   524.993 (meters)     1722.41  (feet) ADJUSTED
 AE6957  ______________________________________________________________________
 AE6957  GEOID HEIGHT    -        -22.302 (meters)                     GEOID18
 AE6957  DYNAMIC HEIGHT  -        524.943 (meters)     1722.25  (feet) COMP
 AE6957  MODELED GRAVITY -    980,504.9   (mgal)                       NAVD 88
 AE6957
 AE6957  VERT ORDER      -  FIRST     CLASS II
 AE6957
 AE6957.The horizontal coordinates were scaled from a map and have
 AE6957.an estimated accuracy of +/- 6 seconds.
 AE6957
 AE6957.The orthometric height was determined by differential leveling and
 AE6957.adjusted by the NATIONAL GEODETIC SURVEY
 AE6957.in July 1998.
 AE6957
 AE6957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6957.GEOID18 height accuracy estimate available here.
 AE6957
 AE6957.Click photographs - Photos may exist for this station.
 AE6957
 AE6957.The dynamic height is computed by dividing the NAVD 88
 AE6957.geopotential number by the normal gravity value computed on the
 AE6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6957.degrees latitude (g = 980.6199 gals.).
 AE6957
 AE6957.The modeled gravity was interpolated from observed gravity values.
 AE6957
 AE6957;                    North         East    Units  Estimated Accuracy
 AE6957;SPC SD N     -   192,370.      594,640.      MT  (+/- 180 meters Scaled)
 AE6957
 AE6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR166462(NAD 83)
 AE6957
 AE6957                          SUPERSEDED SURVEY CONTROL
 AE6957
 AE6957.No superseded survey control is available for this station.
 AE6957
 AE6957_MARKER: DD = SURVEY DISK
 AE6957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6957_STAMPING: 83-214.58 1996
 AE6957_MARK LOGO: SDDT
 AE6957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6957+STABILITY: SURFACE MOTION
 AE6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6957+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6957
 AE6957  HISTORY     - Date     Condition        Report By
 AE6957  HISTORY     - 1996     MONUMENTED       SDDT
 AE6957  HISTORY     - 19970310 GOOD             NGS
 AE6957
 AE6957                          STATION DESCRIPTION
 AE6957
 AE6957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6957'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6957'STATE HIGHWAY 130 IN SELBY, THENCE 3.7 KM (2.30 MI) NORTHERLY ALONG
 AE6957'U.S. HIGHWAY 83, 681.0 M (2234.2 FT) SOUTH OF MILEPOST 215, 66.4 M
 AE6957'(217.8 FT) EAST OF THE HIGHWAY CENTER, 43.3 M (142.1 FT) EAST OF A
 AE6957'24-INCH TREE, 14.6 M (47.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 AE6957'1.2 M (3.9 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) NORTH OF A
 AE6957'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 AE6957'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6958 ***********************************************************************
 AE6958  DESIGNATION -  83 215.59
 AE6958  PID         -  AE6958
 AE6958  STATE/COUNTY-  SD/WALWORTH
 AE6958  COUNTRY     -  US
 AE6958  USGS QUAD   -  SELBY (2017)
 AE6958
 AE6958                         *CURRENT SURVEY CONTROL
 AE6958  ______________________________________________________________________
 AE6958* NAD 83(1986) POSITION- 45 34 47.     (N) 100 04 10.     (W)   SCALED
 AE6958* NAVD 88 ORTHO HEIGHT -   522.087 (meters)     1712.88  (feet) ADJUSTED
 AE6958  ______________________________________________________________________
 AE6958  GEOID HEIGHT    -        -22.305 (meters)                     GEOID18
 AE6958  DYNAMIC HEIGHT  -        522.039 (meters)     1712.72  (feet) COMP
 AE6958  MODELED GRAVITY -    980,506.9   (mgal)                       NAVD 88
 AE6958
 AE6958  VERT ORDER      -  FIRST     CLASS II
 AE6958
 AE6958.The horizontal coordinates were scaled from a map and have
 AE6958.an estimated accuracy of +/- 6 seconds.
 AE6958
 AE6958.The orthometric height was determined by differential leveling and
 AE6958.adjusted by the NATIONAL GEODETIC SURVEY
 AE6958.in July 1998.
 AE6958
 AE6958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6958.GEOID18 height accuracy estimate available here.
 AE6958
 AE6958.Click photographs - Photos may exist for this station.
 AE6958
 AE6958.The dynamic height is computed by dividing the NAVD 88
 AE6958.geopotential number by the normal gravity value computed on the
 AE6958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6958.degrees latitude (g = 980.6199 gals.).
 AE6958
 AE6958.The modeled gravity was interpolated from observed gravity values.
 AE6958
 AE6958;                    North         East    Units  Estimated Accuracy
 AE6958;SPC SD N     -   194,070.      594,580.      MT  (+/- 180 meters Scaled)
 AE6958
 AE6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR165479(NAD 83)
 AE6958
 AE6958                          SUPERSEDED SURVEY CONTROL
 AE6958
 AE6958.No superseded survey control is available for this station.
 AE6958
 AE6958_MARKER: DD = SURVEY DISK
 AE6958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6958_STAMPING: 83-215.59 1996
 AE6958_MARK LOGO: SDDT
 AE6958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6958+STABILITY: SURFACE MOTION
 AE6958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6958+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6958
 AE6958  HISTORY     - Date     Condition        Report By
 AE6958  HISTORY     - 1996     MONUMENTED       SDDT
 AE6958  HISTORY     - 19970310 GOOD             NGS
 AE6958
 AE6958                          STATION DESCRIPTION
 AE6958
 AE6958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6958'4.4 KM (2.75 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6958'STATE HIGHWAY 130 IN SELBY, THENCE 5.3 KM (3.30 MI) NORTHERLY ALONG
 AE6958'U.S. HIGHWAY 83, 671.0 M (2201.4 FT) SOUTH OF MILEPOST 216, 14.6 M
 AE6958'(47.9 FT) EAST OF THE HIGHWAY CENTER, 2.4 M (7.9 FT) SOUTH OF
 AE6958'UNDERGROUND CABLE JUNCTION BOX NUMBER 6 W3 K2, 1.7 M (5.6 FT) NORTH OF
 AE6958'THE EXTENDED CENTER OF A GRAVELED ROAD LEADING WEST, 0.9 M (3.0 FT)
 AE6958'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, 0.3 M
 AE6958'(1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AE6958'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6959 ***********************************************************************
 AE6959  DESIGNATION -  83 216.56
 AE6959  PID         -  AE6959
 AE6959  STATE/COUNTY-  SD/CAMPBELL
 AE6959  COUNTRY     -  US
 AE6959  USGS QUAD   -  SELBY (2017)
 AE6959
 AE6959                         *CURRENT SURVEY CONTROL
 AE6959  ______________________________________________________________________
 AE6959* NAD 83(1986) POSITION- 45 35 38.     (N) 100 04 05.     (W)   SCALED
 AE6959* NAVD 88 ORTHO HEIGHT -   521.978 (meters)     1712.52  (feet) ADJUSTED
 AE6959  ______________________________________________________________________
 AE6959  GEOID HEIGHT    -        -22.309 (meters)                     GEOID18
 AE6959  DYNAMIC HEIGHT  -        521.931 (meters)     1712.37  (feet) COMP
 AE6959  MODELED GRAVITY -    980,508.6   (mgal)                       NAVD 88
 AE6959
 AE6959  VERT ORDER      -  FIRST     CLASS II
 AE6959
 AE6959.The horizontal coordinates were scaled from a map and have
 AE6959.an estimated accuracy of +/- 6 seconds.
 AE6959
 AE6959.The orthometric height was determined by differential leveling and
 AE6959.adjusted by the NATIONAL GEODETIC SURVEY
 AE6959.in July 1998.
 AE6959
 AE6959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6959.GEOID18 height accuracy estimate available here.
 AE6959
 AE6959.Click photographs - Photos may exist for this station.
 AE6959
 AE6959.The dynamic height is computed by dividing the NAVD 88
 AE6959.geopotential number by the normal gravity value computed on the
 AE6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6959.degrees latitude (g = 980.6199 gals.).
 AE6959
 AE6959.The modeled gravity was interpolated from observed gravity values.
 AE6959
 AE6959;                    North         East    Units  Estimated Accuracy
 AE6959;SPC SD N     -   195,650.      594,690.      MT  (+/- 180 meters Scaled)
 AE6959
 AE6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR166494(NAD 83)
 AE6959
 AE6959                          SUPERSEDED SURVEY CONTROL
 AE6959
 AE6959.No superseded survey control is available for this station.
 AE6959
 AE6959_MARKER: Z = SEE DESCRIPTION
 AE6959_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6959_STAMPING: 83-216.56 1996
 AE6959_MARK LOGO: NGS
 AE6959_PROJECTION: FLUSH
 AE6959_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6959+STABILITY: POSITION/ELEVATION WELL
 AE6959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6959+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6959_ROD/PIPE-DEPTH: 6.4 meters
 AE6959_SLEEVE-DEPTH  : 1.8 meters
 AE6959
 AE6959  HISTORY     - Date     Condition        Report By
 AE6959  HISTORY     - 1996     MONUMENTED       SDDT
 AE6959  HISTORY     - 19970310 GOOD             NGS
 AE6959
 AE6959                          STATION DESCRIPTION
 AE6959
 AE6959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6959'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6959'STATE HIGHWAY 130 IN SELBY, THENCE 6.9 KM (4.30 MI) NORTHERLY ALONG
 AE6959'U.S. HIGHWAY 83, 687.0 M (2253.9 FT) SOUTH OF MILEPOST 217, 76.2 M
 AE6959'(250.0 FT) EAST OF THE HIGHWAY CENTERLINE, 61.0 M (200.1 FT) EAST OF A
 AE6959'FENCE CORNER, 18.3 M (60.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 AE6959'0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) SOUTH OF A
 AE6959'FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AE6959'NORTH OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AE6959'STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1
 AE6959'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AE6959'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6960 ***********************************************************************
 AE6960  DESIGNATION -  83 217.56
 AE6960  PID         -  AE6960
 AE6960  STATE/COUNTY-  SD/CAMPBELL
 AE6960  COUNTRY     -  US
 AE6960  USGS QUAD   -  SELBY (2017)
 AE6960
 AE6960                         *CURRENT SURVEY CONTROL
 AE6960  ______________________________________________________________________
 AE6960* NAD 83(1986) POSITION- 45 36 29.     (N) 100 04 11.     (W)   SCALED
 AE6960* NAVD 88 ORTHO HEIGHT -   519.000 (meters)     1702.75  (feet) ADJUSTED
 AE6960  ______________________________________________________________________
 AE6960  GEOID HEIGHT    -        -22.308 (meters)                     GEOID18
 AE6960  DYNAMIC HEIGHT  -        518.953 (meters)     1702.60  (feet) COMP
 AE6960  MODELED GRAVITY -    980,509.9   (mgal)                       NAVD 88
 AE6960
 AE6960  VERT ORDER      -  FIRST     CLASS II
 AE6960
 AE6960.The horizontal coordinates were scaled from a map and have
 AE6960.an estimated accuracy of +/- 6 seconds.
 AE6960
 AE6960.The orthometric height was determined by differential leveling and
 AE6960.adjusted by the NATIONAL GEODETIC SURVEY
 AE6960.in July 1998.
 AE6960
 AE6960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6960.GEOID18 height accuracy estimate available here.
 AE6960
 AE6960.Click photographs - Photos may exist for this station.
 AE6960
 AE6960.The dynamic height is computed by dividing the NAVD 88
 AE6960.geopotential number by the normal gravity value computed on the
 AE6960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6960.degrees latitude (g = 980.6199 gals.).
 AE6960
 AE6960.The modeled gravity was interpolated from observed gravity values.
 AE6960
 AE6960;                    North         East    Units  Estimated Accuracy
 AE6960;SPC SD N     -   197,220.      594,560.      MT  (+/- 180 meters Scaled)
 AE6960
 AE6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR165510(NAD 83)
 AE6960
 AE6960                          SUPERSEDED SURVEY CONTROL
 AE6960
 AE6960.No superseded survey control is available for this station.
 AE6960
 AE6960_MARKER: I = METAL ROD
 AE6960_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6960_STAMPING: 83-217.56 1996
 AE6960_MARK LOGO: NGS
 AE6960_PROJECTION: PROJECTING 4 CENTIMETERS
 AE6960_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6960+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6960_ROD/PIPE-DEPTH: 6.4 meters
 AE6960_SLEEVE-DEPTH  : 1.8 meters
 AE6960
 AE6960  HISTORY     - Date     Condition        Report By
 AE6960  HISTORY     - 1996     MONUMENTED       SDDT
 AE6960  HISTORY     - 19970310 GOOD             NGS
 AE6960
 AE6960                          STATION DESCRIPTION
 AE6960
 AE6960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6960'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6960'STATE HIGHWAY 130 IN SELBY, THENCE 8.5 KM (5.30 MI) NORTHERLY ALONG
 AE6960'U.S. HIGHWAY 83, 707.0 M (2319.5 FT) SOUTH OF MILEPOST 218, 15.2 M
 AE6960'(49.9 FT) WEST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE
 AE6960'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A FENCE, AND 0.3 M (1.0
 AE6960'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE6960'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE6960'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6961 ***********************************************************************
 AE6961  DESIGNATION -  83 218.54
 AE6961  PID         -  AE6961
 AE6961  STATE/COUNTY-  SD/CAMPBELL
 AE6961  COUNTRY     -  US
 AE6961  USGS QUAD   -  SELBY (2017)
 AE6961
 AE6961                         *CURRENT SURVEY CONTROL
 AE6961  ______________________________________________________________________
 AE6961* NAD 83(1986) POSITION- 45 37 16.     (N) 100 04 04.     (W)   SCALED
 AE6961* NAVD 88 ORTHO HEIGHT -   520.028 (meters)     1706.13  (feet) ADJUSTED
 AE6961  ______________________________________________________________________
 AE6961  GEOID HEIGHT    -        -22.311 (meters)                     GEOID18
 AE6961  DYNAMIC HEIGHT  -        519.982 (meters)     1705.97  (feet) COMP
 AE6961  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 AE6961
 AE6961  VERT ORDER      -  FIRST     CLASS II
 AE6961
 AE6961.The horizontal coordinates were scaled from a map and have
 AE6961.an estimated accuracy of +/- 6 seconds.
 AE6961
 AE6961.The orthometric height was determined by differential leveling and
 AE6961.adjusted by the NATIONAL GEODETIC SURVEY
 AE6961.in July 1998.
 AE6961
 AE6961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6961.GEOID18 height accuracy estimate available here.
 AE6961
 AE6961.Click photographs - Photos may exist for this station.
 AE6961
 AE6961.The dynamic height is computed by dividing the NAVD 88
 AE6961.geopotential number by the normal gravity value computed on the
 AE6961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6961.degrees latitude (g = 980.6199 gals.).
 AE6961
 AE6961.The modeled gravity was interpolated from observed gravity values.
 AE6961
 AE6961;                    North         East    Units  Estimated Accuracy
 AE6961;SPC SD N     -   198,670.      594,710.      MT  (+/- 180 meters Scaled)
 AE6961
 AE6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR167525(NAD 83)
 AE6961
 AE6961                          SUPERSEDED SURVEY CONTROL
 AE6961
 AE6961.No superseded survey control is available for this station.
 AE6961
 AE6961_MARKER: DD = SURVEY DISK
 AE6961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6961_STAMPING: 83-218.54 1996
 AE6961_MARK LOGO: SDDT
 AE6961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6961+STABILITY: SURFACE MOTION
 AE6961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6961+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6961
 AE6961  HISTORY     - Date     Condition        Report By
 AE6961  HISTORY     - 1996     MONUMENTED       SDDT
 AE6961  HISTORY     - 19970310 GOOD             NGS
 AE6961
 AE6961                          STATION DESCRIPTION
 AE6961
 AE6961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6961'11.6 KM (7.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6961'IN MOUND CITY, 749.0 M (2457.3 FT) SOUTH OF MILEPOST 209, 95.3 M
 AE6961'(312.7 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 20.1 M (65.9 FT)
 AE6961'NORTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER G 6, 15.2 M (49.9
 AE6961'FT) EAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 AE6961'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A YELLOW 4 BY 4-INCH POST, 0.3 M
 AE6961'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE6961'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6962 ***********************************************************************
 AE6962  DESIGNATION -  83 219.63
 AE6962  PID         -  AE6962
 AE6962  STATE/COUNTY-  SD/CAMPBELL
 AE6962  COUNTRY     -  US
 AE6962  USGS QUAD   -  MOUND CITY (2017)
 AE6962
 AE6962                         *CURRENT SURVEY CONTROL
 AE6962  ______________________________________________________________________
 AE6962* NAD 83(1986) POSITION- 45 38 17.     (N) 100 04 14.     (W)   SCALED
 AE6962* NAVD 88 ORTHO HEIGHT -   523.079 (meters)     1716.14  (feet) ADJUSTED
 AE6962  ______________________________________________________________________
 AE6962  GEOID HEIGHT    -        -22.307 (meters)                     GEOID18
 AE6962  DYNAMIC HEIGHT  -        523.034 (meters)     1715.99  (feet) COMP
 AE6962  MODELED GRAVITY -    980,512.4   (mgal)                       NAVD 88
 AE6962
 AE6962  VERT ORDER      -  FIRST     CLASS II
 AE6962
 AE6962.The horizontal coordinates were scaled from a map and have
 AE6962.an estimated accuracy of +/- 6 seconds.
 AE6962
 AE6962.The orthometric height was determined by differential leveling and
 AE6962.adjusted by the NATIONAL GEODETIC SURVEY
 AE6962.in July 1998.
 AE6962
 AE6962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6962.GEOID18 height accuracy estimate available here.
 AE6962
 AE6962.Click photographs - Photos may exist for this station.
 AE6962
 AE6962.The dynamic height is computed by dividing the NAVD 88
 AE6962.geopotential number by the normal gravity value computed on the
 AE6962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6962.degrees latitude (g = 980.6199 gals.).
 AE6962
 AE6962.The modeled gravity was interpolated from observed gravity values.
 AE6962
 AE6962;                    North         East    Units  Estimated Accuracy
 AE6962;SPC SD N     -   200,550.      594,500.      MT  (+/- 180 meters Scaled)
 AE6962
 AE6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR165543(NAD 83)
 AE6962
 AE6962                          SUPERSEDED SURVEY CONTROL
 AE6962
 AE6962.No superseded survey control is available for this station.
 AE6962
 AE6962_MARKER: DD = SURVEY DISK
 AE6962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6962_STAMPING: 83-219.63 1996
 AE6962_MARK LOGO: SDDT
 AE6962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6962+STABILITY: SURFACE MOTION
 AE6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6962+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6962
 AE6962  HISTORY     - Date     Condition        Report By
 AE6962  HISTORY     - 1996     MONUMENTED       SDDT
 AE6962  HISTORY     - 19970310 GOOD             NGS
 AE6962
 AE6962                          STATION DESCRIPTION
 AE6962
 AE6962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6962'9.8 KM (6.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6962'IN MOUND CITY, 594.0 M (1948.8 FT) SOUTH OF MILEPOST 220, 17.1 M (56.1
 AE6962'FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 15.2 M (49.9 FT) WEST OF
 AE6962'THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) NORTHWEST OF THE WEST END OF
 AE6962'CULVERT UNDER THE HIGHWAY, 1.5 M (4.9 FT) NORTHEAST OF A FENCE CORNER
 AE6962'AND A SIGN (JOHNSON ROAD), 1.5 M (4.9 FT) BELOW THE LEVEL OF THE ROAD,
 AE6962'0.5 M (1.6 FT) EAST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 AE6962'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6963 ***********************************************************************
 AE6963  DESIGNATION -  83 220.63
 AE6963  PID         -  AE6963
 AE6963  STATE/COUNTY-  SD/CAMPBELL
 AE6963  COUNTRY     -  US
 AE6963  USGS QUAD   -  MOUND CITY (2017)
 AE6963
 AE6963                         *CURRENT SURVEY CONTROL
 AE6963  ______________________________________________________________________
 AE6963* NAD 83(1986) POSITION- 45 39 08.     (N) 100 04 11.     (W)   SCALED
 AE6963* NAVD 88 ORTHO HEIGHT -   520.788 (meters)     1708.62  (feet) ADJUSTED
 AE6963  ______________________________________________________________________
 AE6963  GEOID HEIGHT    -        -22.308 (meters)                     GEOID18
 AE6963  DYNAMIC HEIGHT  -        520.743 (meters)     1708.47  (feet) COMP
 AE6963  MODELED GRAVITY -    980,513.7   (mgal)                       NAVD 88
 AE6963
 AE6963  VERT ORDER      -  FIRST     CLASS II
 AE6963
 AE6963.The horizontal coordinates were scaled from a map and have
 AE6963.an estimated accuracy of +/- 6 seconds.
 AE6963
 AE6963.The orthometric height was determined by differential leveling and
 AE6963.adjusted by the NATIONAL GEODETIC SURVEY
 AE6963.in July 1998.
 AE6963
 AE6963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6963.GEOID18 height accuracy estimate available here.
 AE6963
 AE6963.Click photographs - Photos may exist for this station.
 AE6963
 AE6963.The dynamic height is computed by dividing the NAVD 88
 AE6963.geopotential number by the normal gravity value computed on the
 AE6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6963.degrees latitude (g = 980.6199 gals.).
 AE6963
 AE6963.The modeled gravity was interpolated from observed gravity values.
 AE6963
 AE6963;                    North         East    Units  Estimated Accuracy
 AE6963;SPC SD N     -   202,130.      594,570.      MT  (+/- 180 meters Scaled)
 AE6963
 AE6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR166559(NAD 83)
 AE6963
 AE6963                          SUPERSEDED SURVEY CONTROL
 AE6963
 AE6963.No superseded survey control is available for this station.
 AE6963
 AE6963_MARKER: DD = SURVEY DISK
 AE6963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6963_STAMPING: 83-220.63 1996
 AE6963_MARK LOGO: SDDT
 AE6963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6963+STABILITY: SURFACE MOTION
 AE6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6963+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6963
 AE6963  HISTORY     - Date     Condition        Report By
 AE6963  HISTORY     - 1996     MONUMENTED       SDDT
 AE6963  HISTORY     - 19970310 GOOD             NGS
 AE6963
 AE6963                          STATION DESCRIPTION
 AE6963
 AE6963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6963'8.2 KM (5.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6963'IN MOUND CITY, 603.0 M (1978.3 FT) SOUTH OF MILEPOST 221, 14.6 M (47.9
 AE6963'FT) WEST OF THE HIGHWAY CENTERLINE, 10.7 M (35.1 FT) NORTH OF THE
 AE6963'CENTER OF A TRACK ROAD, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE6963'0.6 M (2.0 FT) NORTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT) EAST OF A
 AE6963'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE6963'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6964 ***********************************************************************
 AE6964  DESIGNATION -  83 221.61
 AE6964  PID         -  AE6964
 AE6964  STATE/COUNTY-  SD/CAMPBELL
 AE6964  COUNTRY     -  US
 AE6964  USGS QUAD   -  MOUND CITY (2017)
 AE6964
 AE6964                         *CURRENT SURVEY CONTROL
 AE6964  ______________________________________________________________________
 AE6964* NAD 83(1986) POSITION- 45 39 59.     (N) 100 04 09.     (W)   SCALED
 AE6964* NAVD 88 ORTHO HEIGHT -   518.243 (meters)     1700.27  (feet) ADJUSTED
 AE6964  ______________________________________________________________________
 AE6964  GEOID HEIGHT    -        -22.308 (meters)                     GEOID18
 AE6964  DYNAMIC HEIGHT  -        518.199 (meters)     1700.12  (feet) COMP
 AE6964  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 AE6964
 AE6964  VERT ORDER      -  FIRST     CLASS II
 AE6964
 AE6964.The horizontal coordinates were scaled from a map and have
 AE6964.an estimated accuracy of +/- 6 seconds.
 AE6964
 AE6964.The orthometric height was determined by differential leveling and
 AE6964.adjusted by the NATIONAL GEODETIC SURVEY
 AE6964.in July 1998.
 AE6964
 AE6964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6964.GEOID18 height accuracy estimate available here.
 AE6964
 AE6964.Click photographs - Photos may exist for this station.
 AE6964
 AE6964.The dynamic height is computed by dividing the NAVD 88
 AE6964.geopotential number by the normal gravity value computed on the
 AE6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6964.degrees latitude (g = 980.6199 gals.).
 AE6964
 AE6964.The modeled gravity was interpolated from observed gravity values.
 AE6964
 AE6964;                    North         East    Units  Estimated Accuracy
 AE6964;SPC SD N     -   203,700.      594,610.      MT  (+/- 180 meters Scaled)
 AE6964
 AE6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR167575(NAD 83)
 AE6964
 AE6964                          SUPERSEDED SURVEY CONTROL
 AE6964
 AE6964.No superseded survey control is available for this station.
 AE6964
 AE6964_MARKER: DD = SURVEY DISK
 AE6964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6964_STAMPING: 83-221.61 1996
 AE6964_MARK LOGO: SDDT
 AE6964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6964+STABILITY: SURFACE MOTION
 AE6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6964+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6964
 AE6964  HISTORY     - Date     Condition        Report By
 AE6964  HISTORY     - 1996     MONUMENTED       SDDT
 AE6964  HISTORY     - 19970310 GOOD             NGS
 AE6964
 AE6964                          STATION DESCRIPTION
 AE6964
 AE6964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6964'6.6 KM (4.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6964'IN MOUND CITY, 654.0 M (2145.7 FT) SOUTH OF MILEPOST 222, 16.2 M (53.1
 AE6964'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 14.6 M (47.9 FT) WEST OF
 AE6964'THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) SOUTHWEST OF THE WEST END OF A
 AE6964'CULVERT UNDER THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE6964'HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 AE6964'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7887 ***********************************************************************
 AC7887  CBN         -  This is a Cooperative Base Network Control Station.
 AC7887  DESIGNATION -  83 222.96
 AC7887  PID         -  AC7887
 AC7887  STATE/COUNTY-  SD/CAMPBELL
 AC7887  COUNTRY     -  US
 AC7887  USGS QUAD   -  MOUND CITY (2017)
 AC7887
 AC7887                         *CURRENT SURVEY CONTROL
 AC7887  ______________________________________________________________________
 AC7887* NAD 83(2011) POSITION- 45 41 06.46036(N) 100 04 19.15276(W)   ADJUSTED
 AC7887* NAD 83(2011) ELLIP HT-   494.493 (meters)        (06/27/12)   ADJUSTED
 AC7887* NAD 83(2011) EPOCH   -  2010.00
 AC7887* NAVD 88 ORTHO HEIGHT -   516.786 (meters)     1695.49  (feet) ADJUSTED
 AC7887  ______________________________________________________________________
 AC7887  GEOID HEIGHT    -        -22.300 (meters)                     GEOID18
 AC7887  NAD 83(2011) X  -   -780,648.676 (meters)                     COMP
 AC7887  NAD 83(2011) Y  - -4,394,981.617 (meters)                     COMP
 AC7887  NAD 83(2011) Z  -  4,541,221.009 (meters)                     COMP
 AC7887  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 AC7887  DYNAMIC HEIGHT  -        516.743 (meters)     1695.35  (feet) COMP
 AC7887  MODELED GRAVITY -    980,517.0   (mgal)                       NAVD 88
 AC7887
 AC7887  VERT ORDER      -  FIRST     CLASS II
 AC7887
 AC7887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7887  Standards:
 AC7887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7887  -------------------------------------------------------------------
 AC7887  NETWORK    1.23   3.18           0.57   0.40   1.62     -0.08648676
 AC7887  -------------------------------------------------------------------
 AC7887  Click here for local accuracies and other accuracy information.
 AC7887
 AC7887.The horizontal coordinates were established by GPS observations
 AC7887.and adjusted by the National Geodetic Survey in June 2012.
 AC7887
 AC7887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7887.been affixed to the stable North American tectonic plate. See 
 AC7887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7887
 AC7887.The horizontal coordinates are valid at the epoch date displayed above
 AC7887.which is a decimal equivalence of Year/Month/Day.
 AC7887
 AC7887.The orthometric height was determined by differential leveling and
 AC7887.adjusted by the NATIONAL GEODETIC SURVEY
 AC7887.in July 1998.
 AC7887
 AC7887.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7887.GEOID18 height accuracy estimate available here.
 AC7887
 AC7887.Click photographs - Photos may exist for this station.
 AC7887
 AC7887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7887
 AC7887.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7887
 AC7887.The ellipsoidal height was determined by GPS observations
 AC7887.and is referenced to NAD 83.
 AC7887
 AC7887.The dynamic height is computed by dividing the NAVD 88
 AC7887.geopotential number by the normal gravity value computed on the
 AC7887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7887.degrees latitude (g = 980.6199 gals.).
 AC7887
 AC7887.The modeled gravity was interpolated from observed gravity values.
 AC7887
 AC7887. The following values were computed from the NAD 83(2011) position.
 AC7887
 AC7887;                    North         East     Units Scale Factor Converg.
 AC7887;SPC SD N     -   205,786.012   594,392.112   MT  1.00000035   -0 03 03.4
 AC7887;SPC SD N     -   675,149.61  1,950,101.45   sFT  1.00000035   -0 03 03.4
 AC7887;UTM  14      - 5,059,622.786   416,524.106   MT  0.99968567   -0 46 01.4
 AC7887
 AC7887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7887!SPC SD N     -   0.99992248  x   1.00000035  =   0.99992283
 AC7887!UTM  14      -   0.99992248  x   0.99968567  =   0.99960818
 AC7887
 AC7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1652459622(NAD 83)
 AC7887
 AC7887                          SUPERSEDED SURVEY CONTROL
 AC7887
 AC7887  NAD 83(2007)-  45 41 06.46029(N)    100 04 19.15397(W) AD(2002.00) 0
 AC7887  ELLIP H (02/10/07)  494.522  (m)                       GP(2002.00)    
 AC7887  ELLIP H (04/15/04)  494.525  (m)                       GP(       ) 2 1
 AC7887  NAD 83(1996)-  45 41 06.45968(N)    100 04 19.15347(W) AD(       ) B
 AC7887  ELLIP H (04/18/97)  494.571  (m)                       GP(       ) 4 1
 AC7887  NAVD 88 (04/18/97)  516.6    (m)  GEOID96  model used  GPS OBS        
 AC7887
 AC7887.Superseded values are not recommended for survey control.
 AC7887
 AC7887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7887.See file dsdata.pdf to determine how the superseded data were derived.
 AC7887
 AC7887_MARKER: Z = SEE DESCRIPTION
 AC7887_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7887_STAMPING: 83-222.96 1995
 AC7887_MARK LOGO: NGS
 AC7887_PROJECTION: FLUSH
 AC7887_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7887+STABILITY: POSITION/ELEVATION WELL
 AC7887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7887+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 AC7887_ROD/PIPE-DEPTH: 6.4 meters
 AC7887_SLEEVE-DEPTH  : 1.8 meters
 AC7887
 AC7887  HISTORY     - Date     Condition        Report By
 AC7887  HISTORY     - 1995     MONUMENTED       SDDT
 AC7887  HISTORY     - 19960813 GOOD             NGS
 AC7887  HISTORY     - 19961023 GOOD             NGS
 AC7887
 AC7887                          STATION DESCRIPTION
 AC7887
 AC7887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7887'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTH-NORTHWEST OF
 AC7887'SELBY, 3.0 MI (4.8 KM) SOUTH OF MOUND CITY, AND 6.6 MI (10.6 KM) NORTH
 AC7887'OF THE WALWORTH COUNTY LINE, ON U.S. HIGHWAY 83. OWNERSHIP--THE STATE
 AC7887'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN MOUND
 AC7887'CITY, GO SOUTH ON U.S. HIGHWAY 83 FOR 2.8 MI (4.5 KM) TO THE STATION
 AC7887'ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS
 AC7887'STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH
 AC7887'GALVANIZED STEEL PIPE.  LOCATED 68.8 M (225.7 FT) SOUTH-SOUTHWEST OF
 AC7887'MILEPOST 223, 26.2 M (86.0 FT) WEST OF THE HIGHWAY CENTERLINE, 7.0 M
 AC7887'(23.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 AC7887'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF
 AC7887'A METAL GUARD POST, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE,
 AC7887'AND 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 AC7887'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7887
 AC7887                          STATION RECOVERY (1996)
 AC7887
 AC7887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7887'4.5 KM (2.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AC7887'IN MOUND CITY, 59.3 M (194.6 FT) SOUTH OF MILEPOST 223, 26.0 M (85.3
 AC7887'FT) WEST OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) SOUTH OF THE
 AC7887'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AC7887'HIGHWAY, 0.3 M (1.0 FT) WEST OF A METAL GUARD POST, AND 0.3 M (1.0 FT)
 AC7887'EAST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AC7887'STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO
 AC7887'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC7887'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AC7887'MONUMENT IS A SOUTH DAKOTA HARN STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6965 ***********************************************************************
 AE6965  DESIGNATION -  83 224.13
 AE6965  PID         -  AE6965
 AE6965  STATE/COUNTY-  SD/CAMPBELL
 AE6965  COUNTRY     -  US
 AE6965  USGS QUAD   -  MOUND CITY (2017)
 AE6965
 AE6965                         *CURRENT SURVEY CONTROL
 AE6965  ______________________________________________________________________
 AE6965* NAD 83(1986) POSITION- 45 42 06.     (N) 100 04 08.     (W)   SCALED
 AE6965* NAVD 88 ORTHO HEIGHT -   514.619 (meters)     1688.38  (feet) ADJUSTED
 AE6965  ______________________________________________________________________
 AE6965  GEOID HEIGHT    -        -22.296 (meters)                     GEOID18
 AE6965  DYNAMIC HEIGHT  -        514.577 (meters)     1688.24  (feet) COMP
 AE6965  MODELED GRAVITY -    980,519.2   (mgal)                       NAVD 88
 AE6965
 AE6965  VERT ORDER      -  FIRST     CLASS II
 AE6965
 AE6965.The horizontal coordinates were scaled from a map and have
 AE6965.an estimated accuracy of +/- 6 seconds.
 AE6965
 AE6965.The orthometric height was determined by differential leveling and
 AE6965.adjusted by the NATIONAL GEODETIC SURVEY
 AE6965.in July 1998.
 AE6965
 AE6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6965.GEOID18 height accuracy estimate available here.
 AE6965
 AE6965.Click photographs - Photos may exist for this station.
 AE6965
 AE6965.The dynamic height is computed by dividing the NAVD 88
 AE6965.geopotential number by the normal gravity value computed on the
 AE6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6965.degrees latitude (g = 980.6199 gals.).
 AE6965
 AE6965.The modeled gravity was interpolated from observed gravity values.
 AE6965
 AE6965;                    North         East    Units  Estimated Accuracy
 AE6965;SPC SD N     -   207,620.      594,640.      MT  (+/- 180 meters Scaled)
 AE6965
 AE6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR167614(NAD 83)
 AE6965
 AE6965                          SUPERSEDED SURVEY CONTROL
 AE6965
 AE6965.No superseded survey control is available for this station.
 AE6965
 AE6965_MARKER: DD = SURVEY DISK
 AE6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6965_STAMPING: 83-224.13 1996
 AE6965_MARK LOGO: SDDT
 AE6965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6965+STABILITY: SURFACE MOTION
 AE6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6965+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6965
 AE6965  HISTORY     - Date     Condition        Report By
 AE6965  HISTORY     - 1996     MONUMENTED       SDDT
 AE6965  HISTORY     - 19970310 GOOD             NGS
 AE6965
 AE6965                          STATION DESCRIPTION
 AE6965
 AE6965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6965'2.6 KM (1.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6965'IN MOUND CITY, 214.0 M (702.1 FT) NORTH OF MILEPOST 224, 13.7 M (44.9
 AE6965'FT) EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) WEST OF A FENCE,
 AE6965'0.3 M (1.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 AE6965'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6966 ***********************************************************************
 AE6966  DESIGNATION -  83 225.19
 AE6966  PID         -  AE6966
 AE6966  STATE/COUNTY-  SD/CAMPBELL
 AE6966  COUNTRY     -  US
 AE6966  USGS QUAD   -  MOUND CITY (2017)
 AE6966
 AE6966                         *CURRENT SURVEY CONTROL
 AE6966  ______________________________________________________________________
 AE6966* NAD 83(1986) POSITION- 45 43 01.     (N) 100 04 08.     (W)   SCALED
 AE6966* NAVD 88 ORTHO HEIGHT -   524.159 (meters)     1719.68  (feet) ADJUSTED
 AE6966  ______________________________________________________________________
 AE6966  GEOID HEIGHT    -        -22.285 (meters)                     GEOID18
 AE6966  DYNAMIC HEIGHT  -        524.118 (meters)     1719.54  (feet) COMP
 AE6966  MODELED GRAVITY -    980,521.3   (mgal)                       NAVD 88
 AE6966
 AE6966  VERT ORDER      -  FIRST     CLASS II
 AE6966
 AE6966.The horizontal coordinates were scaled from a map and have
 AE6966.an estimated accuracy of +/- 6 seconds.
 AE6966
 AE6966.The orthometric height was determined by differential leveling and
 AE6966.adjusted by the NATIONAL GEODETIC SURVEY
 AE6966.in July 1998.
 AE6966
 AE6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6966.GEOID18 height accuracy estimate available here.
 AE6966
 AE6966.Click photographs - Photos may exist for this station.
 AE6966
 AE6966.The dynamic height is computed by dividing the NAVD 88
 AE6966.geopotential number by the normal gravity value computed on the
 AE6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6966.degrees latitude (g = 980.6199 gals.).
 AE6966
 AE6966.The modeled gravity was interpolated from observed gravity values.
 AE6966
 AE6966;                    North         East    Units  Estimated Accuracy
 AE6966;SPC SD N     -   209,320.      594,640.      MT  (+/- 180 meters Scaled)
 AE6966
 AE6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168631(NAD 83)
 AE6966
 AE6966                          SUPERSEDED SURVEY CONTROL
 AE6966
 AE6966.No superseded survey control is available for this station.
 AE6966
 AE6966_MARKER: DD = SURVEY DISK
 AE6966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6966_STAMPING: 83-225.19 1996
 AE6966_MARK LOGO: SDDT
 AE6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6966+STABILITY: SURFACE MOTION
 AE6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6966+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6966
 AE6966  HISTORY     - Date     Condition        Report By
 AE6966  HISTORY     - 1996     MONUMENTED       SDDT
 AE6966  HISTORY     - 19970310 GOOD             NGS
 AE6966
 AE6966                          STATION DESCRIPTION
 AE6966
 AE6966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6966'0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6966'IN MOUND CITY, 305.0 M (1000.7 FT) NORTH OF MILEPOST 225, 15.2 M (49.9
 AE6966'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD (CEMETERY ROAD), 14.9 M
 AE6966'(48.9 FT) EAST OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) SOUTHEAST OF
 AE6966'THE EAST END OF A CULVERT UNDER THE HIGHWAY, 4.3 M (14.1 FT) NORTH OF
 AE6966'THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AE6966'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, 0.3 M (1.0
 AE6966'FT) SOUTHWEST OF A SURVEY MARKER SIGN, AND THE MONUMENT IS FLUSH WITH
 AE6966'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6967 ***********************************************************************
 AE6967  DESIGNATION -  83 226.20
 AE6967  PID         -  AE6967
 AE6967  STATE/COUNTY-  SD/CAMPBELL
 AE6967  COUNTRY     -  US
 AE6967  USGS QUAD   -  MOUND CITY (2017)
 AE6967
 AE6967                         *CURRENT SURVEY CONTROL
 AE6967  ______________________________________________________________________
 AE6967* NAD 83(1986) POSITION- 45 43 52.     (N) 100 04 07.     (W)   SCALED
 AE6967* NAVD 88 ORTHO HEIGHT -   528.416 (meters)     1733.64  (feet) ADJUSTED
 AE6967  ______________________________________________________________________
 AE6967  GEOID HEIGHT    -        -22.274 (meters)                     GEOID18
 AE6967  DYNAMIC HEIGHT  -        528.376 (meters)     1733.51  (feet) COMP
 AE6967  MODELED GRAVITY -    980,523.5   (mgal)                       NAVD 88
 AE6967
 AE6967  VERT ORDER      -  FIRST     CLASS II
 AE6967
 AE6967.The horizontal coordinates were scaled from a map and have
 AE6967.an estimated accuracy of +/- 6 seconds.
 AE6967
 AE6967.The orthometric height was determined by differential leveling and
 AE6967.adjusted by the NATIONAL GEODETIC SURVEY
 AE6967.in July 1998.
 AE6967
 AE6967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6967.GEOID18 height accuracy estimate available here.
 AE6967
 AE6967.Click photographs - Photos may exist for this station.
 AE6967
 AE6967.The dynamic height is computed by dividing the NAVD 88
 AE6967.geopotential number by the normal gravity value computed on the
 AE6967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6967.degrees latitude (g = 980.6199 gals.).
 AE6967
 AE6967.The modeled gravity was interpolated from observed gravity values.
 AE6967
 AE6967;                    North         East    Units  Estimated Accuracy
 AE6967;SPC SD N     -   210,900.      594,660.      MT  (+/- 180 meters Scaled)
 AE6967
 AE6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168647(NAD 83)
 AE6967
 AE6967                          SUPERSEDED SURVEY CONTROL
 AE6967
 AE6967.No superseded survey control is available for this station.
 AE6967
 AE6967_MARKER: DD = SURVEY DISK
 AE6967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6967_STAMPING: 83-226.20 1996
 AE6967_MARK LOGO: SDDT
 AE6967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6967+STABILITY: SURFACE MOTION
 AE6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6967+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6967
 AE6967  HISTORY     - Date     Condition        Report By
 AE6967  HISTORY     - 1996     MONUMENTED       SDDT
 AE6967  HISTORY     - 19970310 GOOD             NGS
 AE6967
 AE6967                          STATION DESCRIPTION
 AE6967
 AE6967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6967'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6967'IN MOUND CITY, 186.0 M (610.2 FT) NORTH OF MILEPOST 226, 15.2 M (49.9
 AE6967'FT) WEST OF THE HIGHWAY CENTERLINE, 2.4 M (7.9 FT) SOUTH OF AN
 AE6967'UNDERGROUND CABLE JUNCTION BOX, 2.0 M (6.6 FT) SOUTH OF A FENCE
 AE6967'CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE6967'EAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE
 AE6967'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6968 ***********************************************************************
 AE6968  DESIGNATION -  83 227.40
 AE6968  PID         -  AE6968
 AE6968  STATE/COUNTY-  SD/CAMPBELL
 AE6968  COUNTRY     -  US
 AE6968  USGS QUAD   -  MOUND CITY (2017)
 AE6968
 AE6968                         *CURRENT SURVEY CONTROL
 AE6968  ______________________________________________________________________
 AE6968* NAD 83(1986) POSITION- 45 44 56.     (N) 100 04 09.     (W)   SCALED
 AE6968* NAVD 88 ORTHO HEIGHT -   514.128 (meters)     1686.77  (feet) ADJUSTED
 AE6968  ______________________________________________________________________
 AE6968  GEOID HEIGHT    -        -22.258 (meters)                     GEOID18
 AE6968  DYNAMIC HEIGHT  -        514.090 (meters)     1686.64  (feet) COMP
 AE6968  MODELED GRAVITY -    980,526.4   (mgal)                       NAVD 88
 AE6968
 AE6968  VERT ORDER      -  FIRST     CLASS II
 AE6968
 AE6968.The horizontal coordinates were scaled from a map and have
 AE6968.an estimated accuracy of +/- 6 seconds.
 AE6968
 AE6968.The orthometric height was determined by differential leveling and
 AE6968.adjusted by the NATIONAL GEODETIC SURVEY
 AE6968.in July 1998.
 AE6968
 AE6968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6968.GEOID18 height accuracy estimate available here.
 AE6968
 AE6968.Click photographs - Photos may exist for this station.
 AE6968
 AE6968.The dynamic height is computed by dividing the NAVD 88
 AE6968.geopotential number by the normal gravity value computed on the
 AE6968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6968.degrees latitude (g = 980.6199 gals.).
 AE6968
 AE6968.The modeled gravity was interpolated from observed gravity values.
 AE6968
 AE6968;                    North         East    Units  Estimated Accuracy
 AE6968;SPC SD N     -   212,870.      594,620.      MT  (+/- 180 meters Scaled)
 AE6968
 AE6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168667(NAD 83)
 AE6968
 AE6968                          SUPERSEDED SURVEY CONTROL
 AE6968
 AE6968.No superseded survey control is available for this station.
 AE6968
 AE6968_MARKER: Z = SEE DESCRIPTION
 AE6968_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6968_STAMPING: 83-227.40 1996
 AE6968_MARK LOGO: NGS
 AE6968_PROJECTION: FLUSH
 AE6968_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6968+STABILITY: POSITION/ELEVATION WELL
 AE6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6968+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6968_ROD/PIPE-DEPTH: 6.4 meters
 AE6968_SLEEVE-DEPTH  : 1.8 meters
 AE6968
 AE6968  HISTORY     - Date     Condition        Report By
 AE6968  HISTORY     - 1996     MONUMENTED       SDDT
 AE6968  HISTORY     - 19970310 GOOD             NGS
 AE6968
 AE6968                          STATION DESCRIPTION
 AE6968
 AE6968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6968'2.6 KM (1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6968'IN MOUND CITY, 644.0 M (2112.9 FT) NORTH OF MILEPOST 227, 15.2 M (49.9
 AE6968'FT) WEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) NORTH OF A YELLOW 4
 AE6968'BY 4-INCH POST, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 AE6968'(1.6 FT) EAST OF A WITNESS POST, AND 0.5 M (1.6 FT) WEST OF METAL
 AE6968'GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED
 AE6968'TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AE6968'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AE6968'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6969 ***********************************************************************
 AE6969  DESIGNATION -  83 229.70
 AE6969  PID         -  AE6969
 AE6969  STATE/COUNTY-  SD/CAMPBELL
 AE6969  COUNTRY     -  US
 AE6969  USGS QUAD   -  HERREID (2017)
 AE6969
 AE6969                         *CURRENT SURVEY CONTROL
 AE6969  ______________________________________________________________________
 AE6969* NAD 83(1986) POSITION- 45 46 56.     (N) 100 04 11.     (W)   SCALED
 AE6969* NAVD 88 ORTHO HEIGHT -   519.251 (meters)     1703.58  (feet) ADJUSTED
 AE6969  ______________________________________________________________________
 AE6969  GEOID HEIGHT    -        -22.217 (meters)                     GEOID18
 AE6969  DYNAMIC HEIGHT  -        519.216 (meters)     1703.46  (feet) COMP
 AE6969  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 AE6969
 AE6969  VERT ORDER      -  FIRST     CLASS II
 AE6969
 AE6969.The horizontal coordinates were scaled from a map and have
 AE6969.an estimated accuracy of +/- 6 seconds.
 AE6969
 AE6969.The orthometric height was determined by differential leveling and
 AE6969.adjusted by the NATIONAL GEODETIC SURVEY
 AE6969.in July 1998.
 AE6969
 AE6969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6969.GEOID18 height accuracy estimate available here.
 AE6969
 AE6969.Click photographs - Photos may exist for this station.
 AE6969
 AE6969.The dynamic height is computed by dividing the NAVD 88
 AE6969.geopotential number by the normal gravity value computed on the
 AE6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6969.degrees latitude (g = 980.6199 gals.).
 AE6969
 AE6969.The modeled gravity was interpolated from observed gravity values.
 AE6969
 AE6969;                    North         East    Units  Estimated Accuracy
 AE6969;SPC SD N     -   216,580.      594,580.      MT  (+/- 180 meters Scaled)
 AE6969
 AE6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168704(NAD 83)
 AE6969
 AE6969                          SUPERSEDED SURVEY CONTROL
 AE6969
 AE6969.No superseded survey control is available for this station.
 AE6969
 AE6969_MARKER: DD = SURVEY DISK
 AE6969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6969_STAMPING: 83-229.70 1996
 AE6969_MARK LOGO: SDDT
 AE6969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6969+STABILITY: SURFACE MOTION
 AE6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6969+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6969
 AE6969  HISTORY     - Date     Condition        Report By
 AE6969  HISTORY     - 1996     MONUMENTED       SDDT
 AE6969  HISTORY     - 19970310 GOOD             NGS
 AE6969
 AE6969                          STATION DESCRIPTION
 AE6969
 AE6969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6969'6.3 KM (3.90 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6969'IN MOUND CITY, 489.0 M (1604.3 FT) SOUTH OF MILEPOST 230, 16.2 M (53.1
 AE6969'FT) WEST OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) NORTH OF THE
 AE6969'CENTER OF A TRACK ROAD, 4.0 M (13.1 FT) SOUTHWEST OF THE NORTH END OF
 AE6969'A CULVERT UNDER THE HIGHWAY, 2.4 M (7.9 FT) SOUTHWEST OF AN
 AE6969'UNDERGROUND CABLE JUNCTION BOX, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AE6969'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE CORNER, 0.3 M (1.0 FT) EAST
 AE6969'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6970 ***********************************************************************
 AE6970  DESIGNATION -  83 230.70
 AE6970  PID         -  AE6970
 AE6970  STATE/COUNTY-  SD/CAMPBELL
 AE6970  COUNTRY     -  US
 AE6970  USGS QUAD   -  HERREID (2017)
 AE6970
 AE6970                         *CURRENT SURVEY CONTROL
 AE6970  ______________________________________________________________________
 AE6970* NAD 83(1986) POSITION- 45 47 52.     (N) 100 04 01.     (W)   SCALED
 AE6970* NAVD 88 ORTHO HEIGHT -   510.203 (meters)     1673.89  (feet) ADJUSTED
 AE6970  ______________________________________________________________________
 AE6970  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 AE6970  DYNAMIC HEIGHT  -        510.171 (meters)     1673.79  (feet) COMP
 AE6970  MODELED GRAVITY -    980,535.3   (mgal)                       NAVD 88
 AE6970
 AE6970  VERT ORDER      -  FIRST     CLASS II
 AE6970
 AE6970.The horizontal coordinates were scaled from a map and have
 AE6970.an estimated accuracy of +/- 6 seconds.
 AE6970
 AE6970.The orthometric height was determined by differential leveling and
 AE6970.adjusted by the NATIONAL GEODETIC SURVEY
 AE6970.in July 1998.
 AE6970
 AE6970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6970.GEOID18 height accuracy estimate available here.
 AE6970
 AE6970.Click photographs - Photos may exist for this station.
 AE6970
 AE6970.The dynamic height is computed by dividing the NAVD 88
 AE6970.geopotential number by the normal gravity value computed on the
 AE6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6970.degrees latitude (g = 980.6199 gals.).
 AE6970
 AE6970.The modeled gravity was interpolated from observed gravity values.
 AE6970
 AE6970;                    North         East    Units  Estimated Accuracy
 AE6970;SPC SD N     -   218,310.      594,800.      MT  (+/- 180 meters Scaled)
 AE6970
 AE6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170721(NAD 83)
 AE6970
 AE6970                          SUPERSEDED SURVEY CONTROL
 AE6970
 AE6970.No superseded survey control is available for this station.
 AE6970
 AE6970_MARKER: DD = SURVEY DISK
 AE6970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6970_STAMPING: 83-230.70 1996
 AE6970_MARK LOGO: SDDT
 AE6970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6970+STABILITY: SURFACE MOTION
 AE6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6970+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6970
 AE6970  HISTORY     - Date     Condition        Report By
 AE6970  HISTORY     - 1996     MONUMENTED       SDDT
 AE6970  HISTORY     - 19970310 GOOD             NGS
 AE6970
 AE6970                          STATION DESCRIPTION
 AE6970
 AE6970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6970'4.2 KM (2.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6970'IN HERREID, 474.0 M (1555.1 FT) SOUTH OF MILEPOST 231, 27.1 M (88.9
 AE6970'FT) WEST OF THE HIGHWAY CENTERLINE, 11.9 M (39.0 FT) WEST OF A FENCE
 AE6970'CORNER, 8.5 M (27.9 FT) NORTH OF THE CENTER OF A TRACK ROAD, 7.7 M
 AE6970'(25.3 FT) WEST OF THE CENTER OF A GATE, 0.9 M (3.0 FT) BELOW THE LEVEL
 AE6970'OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) EAST
 AE6970'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6971 ***********************************************************************
 AE6971  DESIGNATION -  83 231.70
 AE6971  PID         -  AE6971
 AE6971  STATE/COUNTY-  SD/CAMPBELL
 AE6971  COUNTRY     -  US
 AE6971  USGS QUAD   -  HERREID (2017)
 AE6971
 AE6971                         *CURRENT SURVEY CONTROL
 AE6971  ______________________________________________________________________
 AE6971* NAD 83(1986) POSITION- 45 48 44.     (N) 100 04 08.     (W)   SCALED
 AE6971* NAVD 88 ORTHO HEIGHT -   510.409 (meters)     1674.57  (feet) ADJUSTED
 AE6971  ______________________________________________________________________
 AE6971  GEOID HEIGHT    -        -22.180 (meters)                     GEOID18
 AE6971  DYNAMIC HEIGHT  -        510.377 (meters)     1674.46  (feet) COMP
 AE6971  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 AE6971
 AE6971  VERT ORDER      -  FIRST     CLASS II
 AE6971
 AE6971.The horizontal coordinates were scaled from a map and have
 AE6971.an estimated accuracy of +/- 6 seconds.
 AE6971
 AE6971.The orthometric height was determined by differential leveling and
 AE6971.adjusted by the NATIONAL GEODETIC SURVEY
 AE6971.in July 1998.
 AE6971
 AE6971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6971.GEOID18 height accuracy estimate available here.
 AE6971
 AE6971.Click photographs - Photos may exist for this station.
 AE6971
 AE6971.The dynamic height is computed by dividing the NAVD 88
 AE6971.geopotential number by the normal gravity value computed on the
 AE6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6971.degrees latitude (g = 980.6199 gals.).
 AE6971
 AE6971.The modeled gravity was interpolated from observed gravity values.
 AE6971
 AE6971;                    North         East    Units  Estimated Accuracy
 AE6971;SPC SD N     -   219,910.      594,650.      MT  (+/- 180 meters Scaled)
 AE6971
 AE6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169737(NAD 83)
 AE6971
 AE6971                          SUPERSEDED SURVEY CONTROL
 AE6971
 AE6971.No superseded survey control is available for this station.
 AE6971
 AE6971_MARKER: DD = SURVEY DISK
 AE6971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6971_STAMPING: 83-231.70 1996
 AE6971_MARK LOGO: SDDT
 AE6971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6971+STABILITY: SURFACE MOTION
 AE6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6971+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6971
 AE6971  HISTORY     - Date     Condition        Report By
 AE6971  HISTORY     - 1996     MONUMENTED       SDDT
 AE6971  HISTORY     - 19970310 GOOD             NGS
 AE6971
 AE6971                          STATION DESCRIPTION
 AE6971
 AE6971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6971'2.6 KM (1.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6971'IN HERREID, 485.0 M (1591.2 FT) SOUTH OF MILEPOST 232, 14.9 M (48.9
 AE6971'FT) WEST OF THE HIGHWAY CENTERLINE, 3.7 M (12.1 FT) SOUTH OF THE
 AE6971'CENTER OF A TRACK ROAD, 3.4 M (11.2 FT) NORTH OF AN UNDERGROUND CABLE
 AE6971'JUNCTION BOX, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AE6971'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE6971'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6972 ***********************************************************************
 AE6972  DESIGNATION -  83 232.64
 AE6972  PID         -  AE6972
 AE6972  STATE/COUNTY-  SD/CAMPBELL
 AE6972  COUNTRY     -  US
 AE6972  USGS QUAD   -  HERREID (2017)
 AE6972
 AE6972                         *CURRENT SURVEY CONTROL
 AE6972  ______________________________________________________________________
 AE6972* NAD 83(1986) POSITION- 45 49 29.     (N) 100 04 10.     (W)   SCALED
 AE6972* NAVD 88 ORTHO HEIGHT -   513.503 (meters)     1684.72  (feet) ADJUSTED
 AE6972  ______________________________________________________________________
 AE6972  GEOID HEIGHT    -        -22.163 (meters)                     GEOID18
 AE6972  DYNAMIC HEIGHT  -        513.472 (meters)     1684.62  (feet) COMP
 AE6972  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 AE6972
 AE6972  VERT ORDER      -  FIRST     CLASS II
 AE6972
 AE6972.The horizontal coordinates were scaled from a map and have
 AE6972.an estimated accuracy of +/- 6 seconds.
 AE6972
 AE6972.The orthometric height was determined by differential leveling and
 AE6972.adjusted by the NATIONAL GEODETIC SURVEY
 AE6972.in July 1998.
 AE6972
 AE6972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6972.GEOID18 height accuracy estimate available here.
 AE6972
 AE6972.Click photographs - Photos may exist for this station.
 AE6972
 AE6972.The dynamic height is computed by dividing the NAVD 88
 AE6972.geopotential number by the normal gravity value computed on the
 AE6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6972.degrees latitude (g = 980.6199 gals.).
 AE6972
 AE6972.The modeled gravity was interpolated from observed gravity values.
 AE6972
 AE6972;                    North         East    Units  Estimated Accuracy
 AE6972;SPC SD N     -   221,300.      594,600.      MT  (+/- 180 meters Scaled)
 AE6972
 AE6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169751(NAD 83)
 AE6972
 AE6972                          SUPERSEDED SURVEY CONTROL
 AE6972
 AE6972.No superseded survey control is available for this station.
 AE6972
 AE6972_MARKER: Z = SEE DESCRIPTION
 AE6972_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AE6972_STAMPING: 83-232.64 1996
 AE6972_MARK LOGO: NGS
 AE6972_PROJECTION: FLUSH
 AE6972_MAGNETIC: P = MARKER IS A STEEL PIPE
 AE6972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE6972+STABILITY: POSITION/ELEVATION WELL
 AE6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6972+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6972_ROD/PIPE-DEPTH: 6.4 meters
 AE6972_SLEEVE-DEPTH  : 1.8 meters
 AE6972
 AE6972  HISTORY     - Date     Condition        Report By
 AE6972  HISTORY     - 1996     MONUMENTED       SDDT
 AE6972  HISTORY     - 19970310 GOOD             NGS
 AE6972
 AE6972                          STATION DESCRIPTION
 AE6972
 AE6972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6972'1.1 KM (0.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6972'IN HERREID, 590.0 M (1935.7 FT) SOUTH OF MILEPOST 233, 91.4 M (299.9
 AE6972'FT) SOUTH OF THE CENTER OF A PAVED ROAD, 15.8 M (51.8 FT) EAST OF THE
 AE6972'HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 AE6972'M (1.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT) EAST OF A METAL GUARD POST,
 AE6972'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--THE DATUM POINT IS A
 AE6972'STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTATCHED TO
 AE6972'A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM POINT IS
 AE6972'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6973 ***********************************************************************
 AE6973  DESIGNATION -  83 233.93
 AE6973  PID         -  AE6973
 AE6973  STATE/COUNTY-  SD/CAMPBELL
 AE6973  COUNTRY     -  US
 AE6973  USGS QUAD   -  HERREID (2017)
 AE6973
 AE6973                         *CURRENT SURVEY CONTROL
 AE6973  ______________________________________________________________________
 AE6973* NAD 83(1986) POSITION- 45 50 37.     (N) 100 04 10.     (W)   SCALED
 AE6973* NAVD 88 ORTHO HEIGHT -   522.466 (meters)     1714.12  (feet) ADJUSTED
 AE6973  ______________________________________________________________________
 AE6973  GEOID HEIGHT    -        -22.142 (meters)                     GEOID18
 AE6973  DYNAMIC HEIGHT  -        522.436 (meters)     1714.03  (feet) COMP
 AE6973  MODELED GRAVITY -    980,541.9   (mgal)                       NAVD 88
 AE6973
 AE6973  VERT ORDER      -  FIRST     CLASS II
 AE6973
 AE6973.The horizontal coordinates were scaled from a map and have
 AE6973.an estimated accuracy of +/- 6 seconds.
 AE6973
 AE6973.The orthometric height was determined by differential leveling and
 AE6973.adjusted by the NATIONAL GEODETIC SURVEY
 AE6973.in July 1998.
 AE6973
 AE6973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6973.GEOID18 height accuracy estimate available here.
 AE6973
 AE6973.Click photographs - Photos may exist for this station.
 AE6973
 AE6973.The dynamic height is computed by dividing the NAVD 88
 AE6973.geopotential number by the normal gravity value computed on the
 AE6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6973.degrees latitude (g = 980.6199 gals.).
 AE6973
 AE6973.The modeled gravity was interpolated from observed gravity values.
 AE6973
 AE6973;                    North         East    Units  Estimated Accuracy
 AE6973;SPC SD N     -   223,400.      594,610.      MT  (+/- 180 meters Scaled)
 AE6973
 AE6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169772(NAD 83)
 AE6973
 AE6973                          SUPERSEDED SURVEY CONTROL
 AE6973
 AE6973.No superseded survey control is available for this station.
 AE6973
 AE6973_MARKER: DD = SURVEY DISK
 AE6973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6973_STAMPING: 83-233.93 1996
 AE6973_MARK LOGO: SDDT
 AE6973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6973+STABILITY: SURFACE MOTION
 AE6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6973+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6973
 AE6973  HISTORY     - Date     Condition        Report By
 AE6973  HISTORY     - 1996     MONUMENTED       SDDT
 AE6973  HISTORY     - 19970310 GOOD             NGS
 AE6973
 AE6973                          STATION DESCRIPTION
 AE6973
 AE6973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6973'1.0 KM (0.60 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6973'IN HERREID, 114.0 M (374.0 FT) SOUTH OF MILEPOST 234, 15.2 M (49.9 FT)
 AE6973'EAST OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) NORTH OF THE CENTER
 AE6973'OF A DRIVEWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M
 AE6973'(3.0 FT) NORTH OF A FENCE CORNER, 0.5 M (1.6 FT) WEST OF A FENCE, 0.3
 AE6973'M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE6973'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6974 ***********************************************************************
 AE6974  DESIGNATION -  83 234.69
 AE6974  PID         -  AE6974
 AE6974  STATE/COUNTY-  SD/CAMPBELL
 AE6974  COUNTRY     -  US
 AE6974  USGS QUAD   -  HERREID (2017)
 AE6974
 AE6974                         *CURRENT SURVEY CONTROL
 AE6974  ______________________________________________________________________
 AE6974* NAD 83(1986) POSITION- 45 51 17.     (N) 100 04 10.     (W)   SCALED
 AE6974* NAVD 88 ORTHO HEIGHT -   528.948 (meters)     1735.39  (feet) ADJUSTED
 AE6974  ______________________________________________________________________
 AE6974  GEOID HEIGHT    -        -22.131 (meters)                     GEOID18
 AE6974  DYNAMIC HEIGHT  -        528.919 (meters)     1735.30  (feet) COMP
 AE6974  MODELED GRAVITY -    980,543.0   (mgal)                       NAVD 88
 AE6974
 AE6974  VERT ORDER      -  FIRST     CLASS II
 AE6974
 AE6974.The horizontal coordinates were scaled from a map and have
 AE6974.an estimated accuracy of +/- 6 seconds.
 AE6974
 AE6974.The orthometric height was determined by differential leveling and
 AE6974.adjusted by the NATIONAL GEODETIC SURVEY
 AE6974.in July 1998.
 AE6974
 AE6974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6974.GEOID18 height accuracy estimate available here.
 AE6974
 AE6974.Click photographs - Photos may exist for this station.
 AE6974
 AE6974.The dynamic height is computed by dividing the NAVD 88
 AE6974.geopotential number by the normal gravity value computed on the
 AE6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6974.degrees latitude (g = 980.6199 gals.).
 AE6974
 AE6974.The modeled gravity was interpolated from observed gravity values.
 AE6974
 AE6974;                    North         East    Units  Estimated Accuracy
 AE6974;SPC SD N     -   224,640.      594,610.      MT  (+/- 180 meters Scaled)
 AE6974
 AE6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169784(NAD 83)
 AE6974
 AE6974                          SUPERSEDED SURVEY CONTROL
 AE6974
 AE6974.No superseded survey control is available for this station.
 AE6974
 AE6974_MARKER: DD = SURVEY DISK
 AE6974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6974_STAMPING: 83-234.69 1996
 AE6974_MARK LOGO: SDDT
 AE6974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6974+STABILITY: SURFACE MOTION
 AE6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6974+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6974
 AE6974  HISTORY     - Date     Condition        Report By
 AE6974  HISTORY     - 1996     MONUMENTED       SDDT
 AE6974  HISTORY     - 19970310 GOOD             NGS
 AE6974
 AE6974                          STATION DESCRIPTION
 AE6974
 AE6974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6974'2.2 KM (1.35 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6974'IN HERREID, 5.8 KM (3.60 MI) SOUTH OF THE INTERSECTION OF STATE
 AE6974'HIGHWAY 10, 500.0 M (1640.4 FT) SOUTH OF MILEPOST 235, 14.9 M (48.9
 AE6974'FT) WEST OF THE HIGHWAY CENTER, 11.0 M (36.1 FT) NORTH OF THE CENTER
 AE6974'OF A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE6974'(2.0 FT) NORTH OF A FENCE CORNER, 0.6 M (2.0 FT) EAST OF A FENCE, 0.3
 AE6974'M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AE6974'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6975 ***********************************************************************
 AE6975  DESIGNATION -  83 235.70
 AE6975  PID         -  AE6975
 AE6975  STATE/COUNTY-  SD/CAMPBELL
 AE6975  COUNTRY     -  US
 AE6975  USGS QUAD   -  HERREID (2017)
 AE6975
 AE6975                         *CURRENT SURVEY CONTROL
 AE6975  ______________________________________________________________________
 AE6975* NAD 83(1986) POSITION- 45 52 10.     (N) 100 04 09.     (W)   SCALED
 AE6975* NAVD 88 ORTHO HEIGHT -   540.287 (meters)     1772.59  (feet) ADJUSTED
 AE6975  ______________________________________________________________________
 AE6975  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 AE6975  DYNAMIC HEIGHT  -        540.258 (meters)     1772.50  (feet) COMP
 AE6975  MODELED GRAVITY -    980,543.8   (mgal)                       NAVD 88
 AE6975
 AE6975  VERT ORDER      -  FIRST     CLASS II
 AE6975
 AE6975.The horizontal coordinates were scaled from a map and have
 AE6975.an estimated accuracy of +/- 6 seconds.
 AE6975
 AE6975.The orthometric height was determined by differential leveling and
 AE6975.adjusted by the NATIONAL GEODETIC SURVEY
 AE6975.in July 1998.
 AE6975
 AE6975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6975.GEOID18 height accuracy estimate available here.
 AE6975
 AE6975.Click photographs - Photos may exist for this station.
 AE6975
 AE6975.The dynamic height is computed by dividing the NAVD 88
 AE6975.geopotential number by the normal gravity value computed on the
 AE6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6975.degrees latitude (g = 980.6199 gals.).
 AE6975
 AE6975.The modeled gravity was interpolated from observed gravity values.
 AE6975
 AE6975;                    North         East    Units  Estimated Accuracy
 AE6975;SPC SD N     -   226,270.      594,630.      MT  (+/- 180 meters Scaled)
 AE6975
 AE6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170800(NAD 83)
 AE6975
 AE6975                          SUPERSEDED SURVEY CONTROL
 AE6975
 AE6975.No superseded survey control is available for this station.
 AE6975
 AE6975_MARKER: DD = SURVEY DISK
 AE6975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6975_STAMPING: 83-235.70 1996
 AE6975_MARK LOGO: SDDT
 AE6975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6975+STABILITY: SURFACE MOTION
 AE6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6975+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6975
 AE6975  HISTORY     - Date     Condition        Report By
 AE6975  HISTORY     - 1996     MONUMENTED       SDDT
 AE6975  HISTORY     - 19970310 GOOD             NGS
 AE6975
 AE6975                          STATION DESCRIPTION
 AE6975
 AE6975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6975'3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6975'IN HERREID, 4.1 KM (2.55 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY
 AE6975'10, 517.0 M (1696.2 FT) SOUTH OF MILEPOST 236, 23.2 M (76.1 FT) NORTH
 AE6975'OF THE CENTER OF A TRACK ROAD, 14.6 M (47.9 FT) EAST OF THE HIGHWAY
 AE6975'CENTERLINE, 11.9 M (39.0 FT) NORTH OF UTILITY POLE NUMBER 14 A 11 WITH
 AE6975'A GUY CABLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AE6975'FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AE6975'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6976 ***********************************************************************
 AE6976  DESIGNATION -  83 236.82
 AE6976  PID         -  AE6976
 AE6976  STATE/COUNTY-  SD/CAMPBELL
 AE6976  COUNTRY     -  US
 AE6976  USGS QUAD   -  HERREID NE (2017)
 AE6976
 AE6976                         *CURRENT SURVEY CONTROL
 AE6976  ______________________________________________________________________
 AE6976* NAD 83(1986) POSITION- 45 53 09.     (N) 100 04 10.     (W)   SCALED
 AE6976* NAVD 88 ORTHO HEIGHT -   530.187 (meters)     1739.46  (feet) ADJUSTED
 AE6976  ______________________________________________________________________
 AE6976  GEOID HEIGHT    -        -22.114 (meters)                     GEOID18
 AE6976  DYNAMIC HEIGHT  -        530.158 (meters)     1739.36  (feet) COMP
 AE6976  MODELED GRAVITY -    980,544.2   (mgal)                       NAVD 88
 AE6976
 AE6976  VERT ORDER      -  FIRST     CLASS II
 AE6976
 AE6976.The horizontal coordinates were scaled from a map and have
 AE6976.an estimated accuracy of +/- 6 seconds.
 AE6976
 AE6976.The orthometric height was determined by differential leveling and
 AE6976.adjusted by the NATIONAL GEODETIC SURVEY
 AE6976.in July 1998.
 AE6976
 AE6976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6976.GEOID18 height accuracy estimate available here.
 AE6976
 AE6976.Click photographs - Photos may exist for this station.
 AE6976
 AE6976.The dynamic height is computed by dividing the NAVD 88
 AE6976.geopotential number by the normal gravity value computed on the
 AE6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6976.degrees latitude (g = 980.6199 gals.).
 AE6976
 AE6976.The modeled gravity was interpolated from observed gravity values.
 AE6976
 AE6976;                    North         East    Units  Estimated Accuracy
 AE6976;SPC SD N     -   228,090.      594,610.      MT  (+/- 180 meters Scaled)
 AE6976
 AE6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170819(NAD 83)
 AE6976
 AE6976                          SUPERSEDED SURVEY CONTROL
 AE6976
 AE6976.No superseded survey control is available for this station.
 AE6976
 AE6976_MARKER: DD = SURVEY DISK
 AE6976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6976_STAMPING: 83-236.82 1996
 AE6976_MARK LOGO: SDDT
 AE6976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6976+STABILITY: SURFACE MOTION
 AE6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6976+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6976
 AE6976  HISTORY     - Date     Condition        Report By
 AE6976  HISTORY     - 1996     MONUMENTED       SDDT
 AE6976  HISTORY     - 19970310 GOOD             NGS
 AE6976
 AE6976                          STATION DESCRIPTION
 AE6976
 AE6976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6976'5.7 KM (3.55 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6976'IN HERREID, 2.4 KM (1.50 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY
 AE6976'10, 277.0 M (908.8 FT) SOUTH OF MILEPOST 237, 14.3 M (46.9 FT) EAST OF
 AE6976'THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE6976'0.6 M (2.0 FT) WEST OF A FENCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST,
 AE6976'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6977 ***********************************************************************
 AE6977  DESIGNATION -  83 237.68
 AE6977  PID         -  AE6977
 AE6977  STATE/COUNTY-  SD/CAMPBELL
 AE6977  COUNTRY     -  US
 AE6977  USGS QUAD   -  HERREID NE (2017)
 AE6977
 AE6977                         *CURRENT SURVEY CONTROL
 AE6977  ______________________________________________________________________
 AE6977* NAD 83(1986) POSITION- 45 53 53.     (N) 100 04 09.     (W)   SCALED
 AE6977* NAVD 88 ORTHO HEIGHT -   540.420 (meters)     1773.03  (feet) ADJUSTED
 AE6977  ______________________________________________________________________
 AE6977  GEOID HEIGHT    -        -22.114 (meters)                     GEOID18
 AE6977  DYNAMIC HEIGHT  -        540.391 (meters)     1772.93  (feet) COMP
 AE6977  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 AE6977
 AE6977  VERT ORDER      -  FIRST     CLASS II
 AE6977
 AE6977.The horizontal coordinates were scaled from a map and have
 AE6977.an estimated accuracy of +/- 6 seconds.
 AE6977
 AE6977.The orthometric height was determined by differential leveling and
 AE6977.adjusted by the NATIONAL GEODETIC SURVEY
 AE6977.in July 1998.
 AE6977
 AE6977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6977.GEOID18 height accuracy estimate available here.
 AE6977
 AE6977.Click photographs - Photos may exist for this station.
 AE6977
 AE6977.The dynamic height is computed by dividing the NAVD 88
 AE6977.geopotential number by the normal gravity value computed on the
 AE6977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6977.degrees latitude (g = 980.6199 gals.).
 AE6977
 AE6977.The modeled gravity was interpolated from observed gravity values.
 AE6977
 AE6977;                    North         East    Units  Estimated Accuracy
 AE6977;SPC SD N     -   229,450.      594,630.      MT  (+/- 180 meters Scaled)
 AE6977
 AE6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170832(NAD 83)
 AE6977
 AE6977                          SUPERSEDED SURVEY CONTROL
 AE6977
 AE6977.No superseded survey control is available for this station.
 AE6977
 AE6977_MARKER: DD = SURVEY DISK
 AE6977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6977_STAMPING: 83-237.68 1996
 AE6977_MARK LOGO: SDDT
 AE6977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6977+STABILITY: SURFACE MOTION
 AE6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6977+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6977
 AE6977  HISTORY     - Date     Condition        Report By
 AE6977  HISTORY     - 1996     MONUMENTED       SDDT
 AE6977  HISTORY     - 19970310 GOOD             NGS
 AE6977
 AE6977                          STATION DESCRIPTION
 AE6977
 AE6977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6977'7.0 KM (4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6977'IN HERREID, 1.0 KM (0.60 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY
 AE6977'10, 514.0 M (1686.3 FT) SOUTH OF MILEPOST 238, 14.6 M (47.9 FT) EAST
 AE6977'OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) WEST OF A T-FENCE CORNER,
 AE6977'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF
 AE6977'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6978 ***********************************************************************
 AE6978  DESIGNATION -  83 239.68
 AE6978  PID         -  AE6978
 AE6978  STATE/COUNTY-  SD/CAMPBELL
 AE6978  COUNTRY     -  US
 AE6978  USGS QUAD   -  HERREID NE (2017)
 AE6978
 AE6978                         *CURRENT SURVEY CONTROL
 AE6978  ______________________________________________________________________
 AE6978* NAD 83(1986) POSITION- 45 55 34.     (N) 100 04 11.     (W)   SCALED
 AE6978* NAVD 88 ORTHO HEIGHT -   542.791 (meters)     1780.81  (feet) ADJUSTED
 AE6978  ______________________________________________________________________
 AE6978  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 AE6978  DYNAMIC HEIGHT  -        542.761 (meters)     1780.71  (feet) COMP
 AE6978  MODELED GRAVITY -    980,542.9   (mgal)                       NAVD 88
 AE6978
 AE6978  VERT ORDER      -  FIRST     CLASS II
 AE6978
 AE6978.The horizontal coordinates were scaled from a map and have
 AE6978.an estimated accuracy of +/- 6 seconds.
 AE6978
 AE6978.The orthometric height was determined by differential leveling and
 AE6978.adjusted by the NATIONAL GEODETIC SURVEY
 AE6978.in July 1998.
 AE6978
 AE6978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6978.GEOID18 height accuracy estimate available here.
 AE6978
 AE6978.Click photographs - Photos may exist for this station.
 AE6978
 AE6978.The dynamic height is computed by dividing the NAVD 88
 AE6978.geopotential number by the normal gravity value computed on the
 AE6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6978.degrees latitude (g = 980.6199 gals.).
 AE6978
 AE6978.The modeled gravity was interpolated from observed gravity values.
 AE6978
 AE6978;                    North         East    Units  Estimated Accuracy
 AE6978;SPC SD N     -   232,570.      594,590.      MT  (+/- 180 meters Scaled)
 AE6978
 AE6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170863(NAD 83)
 AE6978
 AE6978                          SUPERSEDED SURVEY CONTROL
 AE6978
 AE6978.No superseded survey control is available for this station.
 AE6978
 AE6978_MARKER: DD = SURVEY DISK
 AE6978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6978_STAMPING: 83-239.68 1996
 AE6978_MARK LOGO: SDDT
 AE6978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6978+STABILITY: SURFACE MOTION
 AE6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6978+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE6978
 AE6978  HISTORY     - Date     Condition        Report By
 AE6978  HISTORY     - 1996     MONUMENTED       SDDT
 AE6978  HISTORY     - 19970310 GOOD             NGS
 AE6978
 AE6978                          STATION DESCRIPTION
 AE6978
 AE6978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6978'10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6978'IN HERREID, 1.6 KM (1.00 MI) NORTH OF THE INTERSECTION OF STATE
 AE6978'HIGHWAY 10, 511.0 M (1676.5 FT) SOUTH OF MILEPOST 240, 18.0 M (59.1
 AE6978'FT) WEST OF THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT) NORTHWEST OF THE
 AE6978'WEST END OF A CULVERT UNDER THE HIGHWAY, 9.8 M (32.2 FT) SOUTH OF THE
 AE6978'CENTER OF A TRACK ROAD, 1.7 M (5.6 FT) SOUTH OF A FENCE CORNER, 0.9 M
 AE6978'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A
 AE6978'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE6978'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6979 ***********************************************************************
 AE6979  DESIGNATION -  83 240.60
 AE6979  PID         -  AE6979
 AE6979  STATE/COUNTY-  SD/CAMPBELL
 AE6979  COUNTRY     -  US
 AE6979  USGS QUAD   -  HERREID NE (2017)
 AE6979
 AE6979                         *CURRENT SURVEY CONTROL
 AE6979  ______________________________________________________________________
 AE6979* NAD 83(1986) POSITION- 45 56 22.     (N) 100 04 11.     (W)   SCALED
 AE6979* NAVD 88 ORTHO HEIGHT -   562.369 (meters)     1845.04  (feet) ADJUSTED
 AE6979  ______________________________________________________________________
 AE6979  GEOID HEIGHT    -        -22.127 (meters)                     GEOID18
 AE6979  DYNAMIC HEIGHT  -        562.338 (meters)     1844.94  (feet) COMP
 AE6979  MODELED GRAVITY -    980,542.0   (mgal)                       NAVD 88
 AE6979
 AE6979  VERT ORDER      -  FIRST     CLASS II
 AE6979
 AE6979.The horizontal coordinates were scaled from a map and have
 AE6979.an estimated accuracy of +/- 6 seconds.
 AE6979
 AE6979.The orthometric height was determined by differential leveling and
 AE6979.adjusted by the NATIONAL GEODETIC SURVEY
 AE6979.in July 1998.
 AE6979
 AE6979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6979.GEOID18 height accuracy estimate available here.
 AE6979
 AE6979.Click photographs - Photos may exist for this station.
 AE6979
 AE6979.The dynamic height is computed by dividing the NAVD 88
 AE6979.geopotential number by the normal gravity value computed on the
 AE6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6979.degrees latitude (g = 980.6199 gals.).
 AE6979
 AE6979.The modeled gravity was interpolated from observed gravity values.
 AE6979
 AE6979;                    North         East    Units  Estimated Accuracy
 AE6979;SPC SD N     -   234,050.      594,590.      MT  (+/- 180 meters Scaled)
 AE6979
 AE6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170878(NAD 83)
 AE6979
 AE6979                          SUPERSEDED SURVEY CONTROL
 AE6979
 AE6979.No superseded survey control is available for this station.
 AE6979
 AE6979_MARKER: DD = SURVEY DISK
 AE6979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6979_STAMPING: 83-240.60 1996
 AE6979_MARK LOGO: SDDT
 AE6979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6979+STABILITY: SURFACE MOTION
 AE6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6979+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 AE6979
 AE6979  HISTORY     - Date     Condition        Report By
 AE6979  HISTORY     - 1996     MONUMENTED       SDDT
 AE6979  HISTORY     - 19970310 GOOD             NGS
 AE6979  HISTORY     - 20050507 GOOD             USPSQD
 AE6979
 AE6979                          STATION DESCRIPTION
 AE6979
 AE6979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6979'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE6979'IN HERREID, 3.2 KM (2.00 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY
 AE6979'10, 957.0 M (3139.8 FT) NORTH OF MILEPOST 240, 200.0 M (656.2 FT)
 AE6979'SOUTH OF THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE, 29.9 M (98.1 FT)
 AE6979'WEST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AE6979'HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 AE6979'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE6979
 AE6979                          STATION RECOVERY (2005)
 AE6979
 AE6979'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AE6979'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2592 ***********************************************************************
 PU2592  DESIGNATION -  85 044.87
 PU2592  PID         -  PU2592
 PU2592  STATE/COUNTY-  SD/LAWRENCE
 PU2592  COUNTRY     -  US
 PU2592  USGS QUAD   -  JOLLY (2017)
 PU2592
 PU2592                         *CURRENT SURVEY CONTROL
 PU2592  ______________________________________________________________________
 PU2592* NAD 83(1986) POSITION- 44 31 18.     (N) 103 51 47.     (W)   SCALED
 PU2592* NAVD 88 ORTHO HEIGHT -  1088.691 (meters)     3571.81  (feet) ADJUSTED
 PU2592  ______________________________________________________________________
 PU2592  GEOID HEIGHT    -        -14.722 (meters)                     GEOID18
 PU2592  DYNAMIC HEIGHT  -       1088.346 (meters)     3570.68  (feet) COMP
 PU2592  MODELED GRAVITY -    980,262.9   (mgal)                       NAVD 88
 PU2592
 PU2592  VERT ORDER      -  FIRST     CLASS II
 PU2592
 PU2592.The horizontal coordinates were scaled from a map and have
 PU2592.an estimated accuracy of +/- 6 seconds.
 PU2592
 PU2592.The orthometric height was determined by differential leveling and
 PU2592.adjusted by the NATIONAL GEODETIC SURVEY
 PU2592.in September 1993.
 PU2592
 PU2592.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2592.GEOID18 height accuracy estimate available here.
 PU2592
 PU2592.Click photographs - Photos may exist for this station.
 PU2592
 PU2592.The dynamic height is computed by dividing the NAVD 88
 PU2592.geopotential number by the normal gravity value computed on the
 PU2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2592.degrees latitude (g = 980.6199 gals.).
 PU2592
 PU2592.The modeled gravity was interpolated from observed gravity values.
 PU2592
 PU2592;                    North         East    Units  Estimated Accuracy
 PU2592;SPC SD N     -    83,820.      293,010.      MT  (+/- 180 meters Scaled)
 PU2592
 PU2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903304(NAD 83)
 PU2592
 PU2592                          SUPERSEDED SURVEY CONTROL
 PU2592
 PU2592.No superseded survey control is available for this station.
 PU2592
 PU2592_MARKER: DB = BENCH MARK DISK
 PU2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2592_STAMPING: 85-44.87
 PU2592_MARK LOGO: SDDT
 PU2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2592+STABILITY: SURFACE MOTION
 PU2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2592+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 PU2592
 PU2592  HISTORY     - Date     Condition        Report By
 PU2592  HISTORY     - UNK      MONUMENTED       SDDT
 PU2592  HISTORY     - 19910815 GOOD             NGS
 PU2592  HISTORY     - 19960415 GOOD             NGS
 PU2592  HISTORY     - 20070829 GOOD             NJS
 PU2592  HISTORY     - 20120312 GOOD             INDIV
 PU2592
 PU2592                          STATION DESCRIPTION
 PU2592
 PU2592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2592'3.1 KM (1.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2592'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, THENCE 0.3 KM
 PU2592'(0.20 MI) WESTERLY ALONG THE WESTBOUND EXIT RAMP (EXIT 10), 245.0 M
 PU2592'(803.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2592'HIGHWAY, 210.0 M (689.0 FT) NORTH OF THE NORTHEAST CORNER OF BRIDGE
 PU2592'NUMBER 41-095-059, 62.0 M (203.4 FT) EAST OF THE CENTERLINE OF THE
 PU2592'NORTHBOUND LANES OF U.S. HIGHWAY 85, 50.0 M (164.0 FT) NORTH OF THE
 PU2592'CENTER OF THE RAMP, 13.2 M (43.3 FT) NORTH OF A BRACED FENCE POST,
 PU2592'1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF
 PU2592'THE FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 PU2592'IF FLUSH WITH THE GROUND SURFACE.
 PU2592
 PU2592                          STATION RECOVERY (1996)
 PU2592
 PU2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2592'0.3 KM (0.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU2592'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 194.0 M (636.5 FT) SOUTH
 PU2592'OF MILEPOST 45, 63.0 M (206.7 FT) EAST OF THE CENTERLINE OF THE
 PU2592'NORTHBOUND LANES OF THE HIGHWAY, 13.1 M (43.0 FT) NORTH OF THE NORTH
 PU2592'END OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 PU2592'HIGHWAY, 0.3 M (1.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A
 PU2592'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2592
 PU2592                          STATION RECOVERY (2007)
 PU2592
 PU2592'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2592'RECOVERED IN GOOD CONDITION.
 PU2592
 PU2592                          STATION RECOVERY (2012)
 PU2592
 PU2592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9086 ***********************************************************************
 AD9086  DESIGNATION -  85 046.60
 AD9086  PID         -  AD9086
 AD9086  STATE/COUNTY-  SD/LAWRENCE
 AD9086  COUNTRY     -  US
 AD9086  USGS QUAD   -  JOLLY (2017)
 AD9086
 AD9086                         *CURRENT SURVEY CONTROL
 AD9086  ______________________________________________________________________
 AD9086* NAD 83(1986) POSITION- 44 32 22.     (N) 103 51 43.     (W)   SCALED
 AD9086* NAVD 88 ORTHO HEIGHT -  1046.510 (meters)     3433.42  (feet) ADJUSTED
 AD9086  ______________________________________________________________________
 AD9086  GEOID HEIGHT    -        -14.820 (meters)                     GEOID18
 AD9086  DYNAMIC HEIGHT  -       1046.181 (meters)     3432.35  (feet) COMP
 AD9086  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 AD9086
 AD9086  VERT ORDER      -  FIRST     CLASS II
 AD9086
 AD9086.The horizontal coordinates were scaled from a map and have
 AD9086.an estimated accuracy of +/- 6 seconds.
 AD9086
 AD9086.The orthometric height was determined by differential leveling and
 AD9086.adjusted by the NATIONAL GEODETIC SURVEY
 AD9086.in July 1998.
 AD9086
 AD9086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9086.GEOID18 height accuracy estimate available here.
 AD9086
 AD9086.Click photographs - Photos may exist for this station.
 AD9086
 AD9086.The dynamic height is computed by dividing the NAVD 88
 AD9086.geopotential number by the normal gravity value computed on the
 AD9086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9086.degrees latitude (g = 980.6199 gals.).
 AD9086
 AD9086.The modeled gravity was interpolated from observed gravity values.
 AD9086
 AD9086;                    North         East    Units  Estimated Accuracy
 AD9086;SPC SD N     -    85,780.      293,190.      MT  (+/- 180 meters Scaled)
 AD9086
 AD9086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904324(NAD 83)
 AD9086
 AD9086                          SUPERSEDED SURVEY CONTROL
 AD9086
 AD9086.No superseded survey control is available for this station.
 AD9086
 AD9086_MARKER: DB = BENCH MARK DISK
 AD9086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9086_STAMPING: 85-46.60
 AD9086_MARK LOGO: SDDT
 AD9086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9086+STABILITY: SURFACE MOTION
 AD9086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9086+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9086
 AD9086  HISTORY     - Date     Condition        Report By
 AD9086  HISTORY     - UNK      MONUMENTED       SDDT
 AD9086  HISTORY     - 19960415 GOOD             NGS
 AD9086
 AD9086                          STATION DESCRIPTION
 AD9086
 AD9086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9086'2.2 KM (1.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AD9086'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 923.0 M (3028.2 FT)
 AD9086'NORTH OF MILEPOST 46, 22.6 M (74.1 FT) WEST OF THE HIGHWAY CENTERLINE,
 AD9086'15.8 M (51.8 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9
 AD9086'FT) SOUTHEAST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AD9086'HIGHWAY, 0.7 M (2.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 AD9086'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AD9086'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9084 ***********************************************************************
 AD9084  DESIGNATION -  85 047.60
 AD9084  PID         -  AD9084
 AD9084  STATE/COUNTY-  SD/LAWRENCE
 AD9084  COUNTRY     -  US
 AD9084  USGS QUAD   -  JOLLY (2017)
 AD9084
 AD9084                         *CURRENT SURVEY CONTROL
 AD9084  ______________________________________________________________________
 AD9084* NAD 83(1986) POSITION- 44 33 15.     (N) 103 51 35.     (W)   SCALED
 AD9084* NAVD 88 ORTHO HEIGHT -  1037.567 (meters)     3404.08  (feet) ADJUSTED
 AD9084  ______________________________________________________________________
 AD9084  GEOID HEIGHT    -        -14.897 (meters)                     GEOID18
 AD9084  DYNAMIC HEIGHT  -       1037.245 (meters)     3403.03  (feet) COMP
 AD9084  MODELED GRAVITY -    980,271.3   (mgal)                       NAVD 88
 AD9084
 AD9084  VERT ORDER      -  FIRST     CLASS II
 AD9084
 AD9084.The horizontal coordinates were scaled from a map and have
 AD9084.an estimated accuracy of +/- 6 seconds.
 AD9084
 AD9084.The orthometric height was determined by differential leveling and
 AD9084.adjusted by the NATIONAL GEODETIC SURVEY
 AD9084.in July 1998.
 AD9084
 AD9084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9084.GEOID18 height accuracy estimate available here.
 AD9084
 AD9084.Click photographs - Photos may exist for this station.
 AD9084
 AD9084.The dynamic height is computed by dividing the NAVD 88
 AD9084.geopotential number by the normal gravity value computed on the
 AD9084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9084.degrees latitude (g = 980.6199 gals.).
 AD9084
 AD9084.The modeled gravity was interpolated from observed gravity values.
 AD9084
 AD9084;                    North         East    Units  Estimated Accuracy
 AD9084;SPC SD N     -    87,410.      293,450.      MT  (+/- 180 meters Scaled)
 AD9084
 AD9084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK905340(NAD 83)
 AD9084
 AD9084                          SUPERSEDED SURVEY CONTROL
 AD9084
 AD9084.No superseded survey control is available for this station.
 AD9084
 AD9084_MARKER: DD = SURVEY DISK
 AD9084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9084_STAMPING: 85-47.60 1995
 AD9084_MARK LOGO: SDDT
 AD9084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9084+STABILITY: SURFACE MOTION
 AD9084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9084+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9084
 AD9084  HISTORY     - Date     Condition        Report By
 AD9084  HISTORY     - 1995     MONUMENTED       SDDT
 AD9084  HISTORY     - 19960415 GOOD             NGS
 AD9084
 AD9084                          STATION DESCRIPTION
 AD9084
 AD9084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9084'3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AD9084'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 976.0 M (3202.1 FT)
 AD9084'SOUTH OF MILEPOST 47, 22.4 M (73.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 AD9084'10.2 M (33.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 4.8 M (15.7
 AD9084'FT) NORTHWEST OF THE NORTHWEST CORNER OF AN UNDERGROUND CABLE JUNCTION
 AD9084'BOX, 2.6 M (8.5 FT) SOUTH OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE
 AD9084'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE,
 AD9084'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9083 ***********************************************************************
 AD9083  DESIGNATION -  85 048.60
 AD9083  PID         -  AD9083
 AD9083  STATE/COUNTY-  SD/LAWRENCE
 AD9083  COUNTRY     -  US
 AD9083  USGS QUAD   -  JOLLY (2017)
 AD9083
 AD9083                         *CURRENT SURVEY CONTROL
 AD9083  ______________________________________________________________________
 AD9083* NAD 83(1986) POSITION- 44 34 07.57   (N) 103 51 36.08   (W)   HD_HELD1
 AD9083* NAVD 88 ORTHO HEIGHT -  1030.150 (meters)     3379.75  (feet) ADJUSTED
 AD9083  ______________________________________________________________________
 AD9083  GEOID HEIGHT    -        -14.966 (meters)                     GEOID18
 AD9083  DYNAMIC HEIGHT  -       1029.835 (meters)     3378.72  (feet) COMP
 AD9083  MODELED GRAVITY -    980,276.7   (mgal)                       NAVD 88
 AD9083
 AD9083  VERT ORDER      -  FIRST     CLASS II
 AD9083
 AD9083.The horizontal coordinates were determined by differentially corrected
 AD9083.hand held GPS observations or other comparable positioning techniques
 AD9083.and have an estimated accuracy of +/- 3 meters.
 AD9083
 AD9083.The orthometric height was determined by differential leveling and
 AD9083.adjusted by the NATIONAL GEODETIC SURVEY
 AD9083.in July 1998.
 AD9083
 AD9083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9083.GEOID18 height accuracy estimate available here.
 AD9083
 AD9083.Click photographs - Photos may exist for this station.
 AD9083
 AD9083.The dynamic height is computed by dividing the NAVD 88
 AD9083.geopotential number by the normal gravity value computed on the
 AD9083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9083.degrees latitude (g = 980.6199 gals.).
 AD9083
 AD9083.The modeled gravity was interpolated from observed gravity values.
 AD9083
 AD9083;                    North         East    Units  Estimated Accuracy
 AD9083;SPC SD N     -    89,031.8     293,499.2     MT  (+/- 3 meters HH1 GPS) 
 AD9083
 AD9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9051935679(NAD 83)
 AD9083
 AD9083                          SUPERSEDED SURVEY CONTROL
 AD9083
 AD9083.No superseded survey control is available for this station.
 AD9083
 AD9083_MARKER: DB = BENCH MARK DISK
 AD9083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9083_STAMPING: 85-48.60
 AD9083_MARK LOGO: SDDT
 AD9083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9083+STABILITY: SURFACE MOTION
 AD9083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9083+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9083
 AD9083  HISTORY     - Date     Condition        Report By
 AD9083  HISTORY     - UNK      MONUMENTED       SDDT
 AD9083  HISTORY     - 19960415 GOOD             NGS
 AD9083
 AD9083                          STATION DESCRIPTION
 AD9083
 AD9083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9083'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AD9083'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 989.0 M (3244.7 FT)
 AD9083'NORTH OF MILEPOST 48, 22.7 M (74.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 AD9083'2.6 M (8.5 FT) NORTHWEST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A
 AD9083'FENCE CORNER, 0.4 M (1.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 AD9083'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 AD9083'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9081 ***********************************************************************
 AD9081  DESIGNATION -  85 049.60
 AD9081  PID         -  AD9081
 AD9081  STATE/COUNTY-  SD/LAWRENCE
 AD9081  COUNTRY     -  US
 AD9081  USGS QUAD   -  JOLLY (2017)
 AD9081
 AD9081                         *CURRENT SURVEY CONTROL
 AD9081  ______________________________________________________________________
 AD9081* NAD 83(1986) POSITION- 44 35 00.     (N) 103 51 37.     (W)   SCALED
 AD9081* NAVD 88 ORTHO HEIGHT -   995.992 (meters)     3267.68  (feet) ADJUSTED
 AD9081  ______________________________________________________________________
 AD9081  GEOID HEIGHT    -        -15.031 (meters)                     GEOID18
 AD9081  DYNAMIC HEIGHT  -        995.693 (meters)     3266.70  (feet) COMP
 AD9081  MODELED GRAVITY -    980,283.6   (mgal)                       NAVD 88
 AD9081
 AD9081  VERT ORDER      -  FIRST     CLASS II
 AD9081
 AD9081.The horizontal coordinates were scaled from a map and have
 AD9081.an estimated accuracy of +/- 6 seconds.
 AD9081
 AD9081.The orthometric height was determined by differential leveling and
 AD9081.adjusted by the NATIONAL GEODETIC SURVEY
 AD9081.in July 1998.
 AD9081
 AD9081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9081.GEOID18 height accuracy estimate available here.
 AD9081
 AD9081.Click photographs - Photos may exist for this station.
 AD9081
 AD9081.The dynamic height is computed by dividing the NAVD 88
 AD9081.geopotential number by the normal gravity value computed on the
 AD9081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9081.degrees latitude (g = 980.6199 gals.).
 AD9081
 AD9081.The modeled gravity was interpolated from observed gravity values.
 AD9081
 AD9081;                    North         East    Units  Estimated Accuracy
 AD9081;SPC SD N     -    90,650.      293,560.      MT  (+/- 180 meters Scaled)
 AD9081
 AD9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904372(NAD 83)
 AD9081
 AD9081                          SUPERSEDED SURVEY CONTROL
 AD9081
 AD9081.No superseded survey control is available for this station.
 AD9081
 AD9081_MARKER: DB = BENCH MARK DISK
 AD9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9081_STAMPING: 85-49.60
 AD9081_MARK LOGO: SDDT
 AD9081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9081+STABILITY: SURFACE MOTION
 AD9081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9081+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9081
 AD9081  HISTORY     - Date     Condition        Report By
 AD9081  HISTORY     - UNK      MONUMENTED       SDDT
 AD9081  HISTORY     - 19960415 GOOD             NGS
 AD9081
 AD9081                          STATION DESCRIPTION
 AD9081
 AD9081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9081'7.1 KM (4.40 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AD9081'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 988.0 M (3241.5 FT)
 AD9081'NORTH OF MILEPOST 49, 22.7 M (74.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 AD9081'10.1 M (33.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.3 M (1.0
 AD9081'FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD9081'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 AD9081'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9077 ***********************************************************************
 AD9077  DESIGNATION -  85 049.95
 AD9077  PID         -  AD9077
 AD9077  STATE/COUNTY-  SD/LAWRENCE
 AD9077  COUNTRY     -  US
 AD9077  USGS QUAD   -  JOLLY (2017)
 AD9077
 AD9077                         *CURRENT SURVEY CONTROL
 AD9077  ______________________________________________________________________
 AD9077* NAD 83(1986) POSITION- 44 35 16.     (N) 103 51 41.     (W)   SCALED
 AD9077* NAVD 88 ORTHO HEIGHT -   978.587 (meters)     3210.58  (feet) ADJUSTED
 AD9077  ______________________________________________________________________
 AD9077  GEOID HEIGHT    -        -15.046 (meters)                     GEOID18
 AD9077  DYNAMIC HEIGHT  -        978.294 (meters)     3209.62  (feet) COMP
 AD9077  MODELED GRAVITY -    980,284.5   (mgal)                       NAVD 88
 AD9077
 AD9077  VERT ORDER      -  FIRST     CLASS II
 AD9077
 AD9077.The horizontal coordinates were scaled from a map and have
 AD9077.an estimated accuracy of +/- 6 seconds.
 AD9077
 AD9077.The orthometric height was determined by differential leveling and
 AD9077.adjusted by the NATIONAL GEODETIC SURVEY
 AD9077.in July 1998.
 AD9077
 AD9077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9077.GEOID18 height accuracy estimate available here.
 AD9077
 AD9077.Click photographs - Photos may exist for this station.
 AD9077
 AD9077.The dynamic height is computed by dividing the NAVD 88
 AD9077.geopotential number by the normal gravity value computed on the
 AD9077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9077.degrees latitude (g = 980.6199 gals.).
 AD9077
 AD9077.The modeled gravity was interpolated from observed gravity values.
 AD9077
 AD9077;                    North         East    Units  Estimated Accuracy
 AD9077;SPC SD N     -    91,150.      293,490.      MT  (+/- 180 meters Scaled)
 AD9077
 AD9077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903377(NAD 83)
 AD9077
 AD9077                          SUPERSEDED SURVEY CONTROL
 AD9077
 AD9077.No superseded survey control is available for this station.
 AD9077
 AD9077_MARKER: Z = SEE DESCRIPTION
 AD9077_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9077_STAMPING: 85-49.95 1995
 AD9077_MARK LOGO: NGS
 AD9077_PROJECTION: FLUSH
 AD9077_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9077+STABILITY: POSITION/ELEVATION WELL
 AD9077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9077+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9077_ROD/PIPE-DEPTH: 6.4 meters
 AD9077_SLEEVE-DEPTH  : 4.0 meters
 AD9077
 AD9077  HISTORY     - Date     Condition        Report By
 AD9077  HISTORY     - 1995     MONUMENTED       SDDT
 AD9077  HISTORY     - 19960415 GOOD             NGS
 AD9077
 AD9077                          STATION DESCRIPTION
 AD9077
 AD9077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9077'7.7 KM (4.80 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AD9077'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 106.0 M (347.8 FT) SOUTH
 AD9077'OF MILEPOST 50, 22.7 M (74.5 FT) EAST OF THE HIGHWAY CENTERLINE, 5.3 M
 AD9077'(17.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6
 AD9077'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A METAL
 AD9077'GUARD POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 AD9077'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AD9077'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AD9077'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AD9077'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9080 ***********************************************************************
 AD9080  DESIGNATION -  85 050.60
 AD9080  PID         -  AD9080
 AD9080  STATE/COUNTY-  SD/BUTTE
 AD9080  COUNTRY     -  US
 AD9080  USGS QUAD   -  JOLLY (2017)
 AD9080
 AD9080                         *CURRENT SURVEY CONTROL
 AD9080  ______________________________________________________________________
 AD9080* NAD 83(1986) POSITION- 44 35 50.     (N) 103 51 46.     (W)   SCALED
 AD9080* NAVD 88 ORTHO HEIGHT -   984.973 (meters)     3231.53  (feet) ADJUSTED
 AD9080  ______________________________________________________________________
 AD9080  GEOID HEIGHT    -        -15.077 (meters)                     GEOID18
 AD9080  DYNAMIC HEIGHT  -        984.676 (meters)     3230.56  (feet) COMP
 AD9080  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 AD9080
 AD9080  VERT ORDER      -  FIRST     CLASS II
 AD9080
 AD9080.The horizontal coordinates were scaled from a map and have
 AD9080.an estimated accuracy of +/- 6 seconds.
 AD9080
 AD9080.The orthometric height was determined by differential leveling and
 AD9080.adjusted by the NATIONAL GEODETIC SURVEY
 AD9080.in July 1998.
 AD9080
 AD9080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9080.GEOID18 height accuracy estimate available here.
 AD9080
 AD9080.Click photographs - Photos may exist for this station.
 AD9080
 AD9080.The dynamic height is computed by dividing the NAVD 88
 AD9080.geopotential number by the normal gravity value computed on the
 AD9080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9080.degrees latitude (g = 980.6199 gals.).
 AD9080
 AD9080.The modeled gravity was interpolated from observed gravity values.
 AD9080
 AD9080;                    North         East    Units  Estimated Accuracy
 AD9080;SPC SD N     -    92,200.      293,430.      MT  (+/- 180 meters Scaled)
 AD9080
 AD9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK902388(NAD 83)
 AD9080
 AD9080                          SUPERSEDED SURVEY CONTROL
 AD9080
 AD9080.No superseded survey control is available for this station.
 AD9080
 AD9080_MARKER: DB = BENCH MARK DISK
 AD9080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9080_STAMPING: 85-50.60
 AD9080_MARK LOGO: SDDT
 AD9080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9080+STABILITY: SURFACE MOTION
 AD9080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9080+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9080
 AD9080  HISTORY     - Date     Condition        Report By
 AD9080  HISTORY     - UNK      MONUMENTED       SDDT
 AD9080  HISTORY     - 19960415 GOOD             NGS
 AD9080
 AD9080                          STATION DESCRIPTION
 AD9080
 AD9080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9080'8.2 KM (5.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9080'IN BELLE FOURCHE, 964.0 M (3162.7 FT) NORTH OF MILEPOST 50, 22.8 M
 AD9080'(74.8 FT) EAST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) SOUTHEAST OF
 AD9080'THE CENTER OF A DRIVEWAY, 4.4 M (14.4 FT) NORTH OF THE CENTER OF A
 AD9080'DRIVEWAY, 1.6 M (5.2 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT)
 AD9080'WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 AD9080'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AD9080'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9078 ***********************************************************************
 AD9078  DESIGNATION -  85 051.60
 AD9078  PID         -  AD9078
 AD9078  STATE/COUNTY-  SD/BUTTE
 AD9078  COUNTRY     -  US
 AD9078  USGS QUAD   -  JOLLY (2017)
 AD9078
 AD9078                         *CURRENT SURVEY CONTROL
 AD9078  ______________________________________________________________________
 AD9078* NAD 83(1986) POSITION- 44 36 37.     (N) 103 51 35.     (W)   SCALED
 AD9078* NAVD 88 ORTHO HEIGHT -  1022.205 (meters)     3353.68  (feet) ADJUSTED
 AD9078  ______________________________________________________________________
 AD9078  GEOID HEIGHT    -        -15.127 (meters)                     GEOID18
 AD9078  DYNAMIC HEIGHT  -       1021.897 (meters)     3352.67  (feet) COMP
 AD9078  MODELED GRAVITY -    980,281.7   (mgal)                       NAVD 88
 AD9078
 AD9078  VERT ORDER      -  FIRST     CLASS II
 AD9078
 AD9078.The horizontal coordinates were scaled from a map and have
 AD9078.an estimated accuracy of +/- 6 seconds.
 AD9078
 AD9078.The orthometric height was determined by differential leveling and
 AD9078.adjusted by the NATIONAL GEODETIC SURVEY
 AD9078.in July 1998.
 AD9078
 AD9078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9078.GEOID18 height accuracy estimate available here.
 AD9078
 AD9078.Click photographs - Photos may exist for this station.
 AD9078
 AD9078.The dynamic height is computed by dividing the NAVD 88
 AD9078.geopotential number by the normal gravity value computed on the
 AD9078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9078.degrees latitude (g = 980.6199 gals.).
 AD9078
 AD9078.The modeled gravity was interpolated from observed gravity values.
 AD9078
 AD9078;                    North         East    Units  Estimated Accuracy
 AD9078;SPC SD N     -    93,640.      293,740.      MT  (+/- 180 meters Scaled)
 AD9078
 AD9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904402(NAD 83)
 AD9078
 AD9078                          SUPERSEDED SURVEY CONTROL
 AD9078
 AD9078.No superseded survey control is available for this station.
 AD9078
 AD9078_MARKER: DD = SURVEY DISK
 AD9078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9078_STAMPING: 85-51.60 1995
 AD9078_MARK LOGO: SDDT
 AD9078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9078+STABILITY: SURFACE MOTION
 AD9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9078+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9078
 AD9078  HISTORY     - Date     Condition        Report By
 AD9078  HISTORY     - 1995     MONUMENTED       SDDT
 AD9078  HISTORY     - 19960415 GOOD             NGS
 AD9078
 AD9078                          STATION DESCRIPTION
 AD9078
 AD9078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9078'6.7 KM (4.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9078'IN BELLE FOURCHE, 929.0 M (3047.9 FT) NORTH OF MILEPOST 51, 22.6 M
 AD9078'(74.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT) SOUTH OF THE
 AD9078'CENTER OF A DRIVEWAY AND GATE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AD9078'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND T-FENCE CORNER, AND
 AD9078'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9076 ***********************************************************************
 AD9076  DESIGNATION -  85 052.60
 AD9076  PID         -  AD9076
 AD9076  STATE/COUNTY-  SD/BUTTE
 AD9076  COUNTRY     -  US
 AD9076  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9076
 AD9076                         *CURRENT SURVEY CONTROL
 AD9076  ______________________________________________________________________
 AD9076* NAD 83(1986) POSITION- 44 37 36.     (N) 103 51 39.     (W)   SCALED
 AD9076* NAVD 88 ORTHO HEIGHT -   987.415 (meters)     3239.54  (feet) ADJUSTED
 AD9076  ______________________________________________________________________
 AD9076  GEOID HEIGHT    -        -15.182 (meters)                     GEOID18
 AD9076  DYNAMIC HEIGHT  -        987.125 (meters)     3238.59  (feet) COMP
 AD9076  MODELED GRAVITY -    980,289.8   (mgal)                       NAVD 88
 AD9076
 AD9076  VERT ORDER      -  FIRST     CLASS II
 AD9076
 AD9076.The horizontal coordinates were scaled from a map and have
 AD9076.an estimated accuracy of +/- 6 seconds.
 AD9076
 AD9076.The orthometric height was determined by differential leveling and
 AD9076.adjusted by the NATIONAL GEODETIC SURVEY
 AD9076.in July 1998.
 AD9076
 AD9076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9076.GEOID18 height accuracy estimate available here.
 AD9076
 AD9076.Click photographs - Photos may exist for this station.
 AD9076
 AD9076.The dynamic height is computed by dividing the NAVD 88
 AD9076.geopotential number by the normal gravity value computed on the
 AD9076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9076.degrees latitude (g = 980.6199 gals.).
 AD9076
 AD9076.The modeled gravity was interpolated from observed gravity values.
 AD9076
 AD9076;                    North         East    Units  Estimated Accuracy
 AD9076;SPC SD N     -    95,460.      293,740.      MT  (+/- 180 meters Scaled)
 AD9076
 AD9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903421(NAD 83)
 AD9076
 AD9076                          SUPERSEDED SURVEY CONTROL
 AD9076
 AD9076.No superseded survey control is available for this station.
 AD9076
 AD9076_MARKER: DB = BENCH MARK DISK
 AD9076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9076_STAMPING: 85-52.60
 AD9076_MARK LOGO: SDDT
 AD9076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9076+STABILITY: SURFACE MOTION
 AD9076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9076+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9076
 AD9076  HISTORY     - Date     Condition        Report By
 AD9076  HISTORY     - UNK      MONUMENTED       SDDT
 AD9076  HISTORY     - 19960415 GOOD             NGS
 AD9076
 AD9076                          STATION DESCRIPTION
 AD9076
 AD9076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9076'4.8 KM (3.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9076'IN BELLE FOURCHE, 1165.0 M (3822.2 FT) NORTH OF MILEPOST 52, 22.5 M
 AD9076'(73.8 FT) EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) ABOVE THE
 AD9076'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE CORNER, 0.3 M
 AD9076'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AD9076'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9074 ***********************************************************************
 AD9074  DESIGNATION -  85 053.70
 AD9074  PID         -  AD9074
 AD9074  STATE/COUNTY-  SD/BUTTE
 AD9074  COUNTRY     -  US
 AD9074  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9074
 AD9074                         *CURRENT SURVEY CONTROL
 AD9074  ______________________________________________________________________
 AD9074* NAD 83(1986) POSITION- 44 38 27.     (N) 103 51 36.     (W)   SCALED
 AD9074* NAVD 88 ORTHO HEIGHT -   968.969 (meters)     3179.03  (feet) ADJUSTED
 AD9074  ______________________________________________________________________
 AD9074  GEOID HEIGHT    -        -15.231 (meters)                     GEOID18
 AD9074  DYNAMIC HEIGHT  -        968.691 (meters)     3178.11  (feet) COMP
 AD9074  MODELED GRAVITY -    980,296.7   (mgal)                       NAVD 88
 AD9074
 AD9074  VERT ORDER      -  FIRST     CLASS II
 AD9074
 AD9074.The horizontal coordinates were scaled from a map and have
 AD9074.an estimated accuracy of +/- 6 seconds.
 AD9074
 AD9074.The orthometric height was determined by differential leveling and
 AD9074.adjusted by the NATIONAL GEODETIC SURVEY
 AD9074.in July 1998.
 AD9074
 AD9074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9074.GEOID18 height accuracy estimate available here.
 AD9074
 AD9074.Click photographs - Photos may exist for this station.
 AD9074
 AD9074.The dynamic height is computed by dividing the NAVD 88
 AD9074.geopotential number by the normal gravity value computed on the
 AD9074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9074.degrees latitude (g = 980.6199 gals.).
 AD9074
 AD9074.The modeled gravity was interpolated from observed gravity values.
 AD9074
 AD9074;                    North         East    Units  Estimated Accuracy
 AD9074;SPC SD N     -    97,030.      293,880.      MT  (+/- 180 meters Scaled)
 AD9074
 AD9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904436(NAD 83)
 AD9074
 AD9074                          SUPERSEDED SURVEY CONTROL
 AD9074
 AD9074.No superseded survey control is available for this station.
 AD9074
 AD9074_MARKER: DB = BENCH MARK DISK
 AD9074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9074_STAMPING: 85-53.70
 AD9074_MARK LOGO: SDDT
 AD9074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9074+STABILITY: SURFACE MOTION
 AD9074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9074+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9074
 AD9074  HISTORY     - Date     Condition        Report By
 AD9074  HISTORY     - UNK      MONUMENTED       SDDT
 AD9074  HISTORY     - 19960415 GOOD             NGS
 AD9074
 AD9074                          STATION DESCRIPTION
 AD9074
 AD9074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9074'3.2 KM (2.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9074'IN BELLE FOURCHE, 1170.0 M (3838.6 FT) NORTH OF MILEPOST 53, 22.5 M
 AD9074'(73.8 FT) EAST OF THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT) SOUTHEAST
 AD9074'OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 0.4 M (1.3 FT) WEST OF
 AD9074'A T-FENCE CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3 M (1.0
 AD9074'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AD9074'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9073 ***********************************************************************
 AD9073  DESIGNATION -  85 054.90
 AD9073  PID         -  AD9073
 AD9073  STATE/COUNTY-  SD/BUTTE
 AD9073  COUNTRY     -  US
 AD9073  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9073
 AD9073                         *CURRENT SURVEY CONTROL
 AD9073  ______________________________________________________________________
 AD9073* NAD 83(1986) POSITION- 44 39 30.     (N) 103 51 23.     (W)   SCALED
 AD9073* NAVD 88 ORTHO HEIGHT -   931.424 (meters)     3055.85  (feet) ADJUSTED
 AD9073  ______________________________________________________________________
 AD9073  GEOID HEIGHT    -        -15.292 (meters)                     GEOID18
 AD9073  DYNAMIC HEIGHT  -        931.163 (meters)     3054.99  (feet) COMP
 AD9073  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 AD9073
 AD9073  VERT ORDER      -  FIRST     CLASS II
 AD9073
 AD9073.The horizontal coordinates were scaled from a map and have
 AD9073.an estimated accuracy of +/- 6 seconds.
 AD9073
 AD9073.The orthometric height was determined by differential leveling and
 AD9073.adjusted by the NATIONAL GEODETIC SURVEY
 AD9073.in July 1998.
 AD9073
 AD9073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9073.GEOID18 height accuracy estimate available here.
 AD9073
 AD9073.Click photographs - Photos may exist for this station.
 AD9073
 AD9073.The dynamic height is computed by dividing the NAVD 88
 AD9073.geopotential number by the normal gravity value computed on the
 AD9073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9073.degrees latitude (g = 980.6199 gals.).
 AD9073
 AD9073.The modeled gravity was interpolated from observed gravity values.
 AD9073
 AD9073;                    North         East    Units  Estimated Accuracy
 AD9073;SPC SD N     -    98,960.      294,260.      MT  (+/- 180 meters Scaled)
 AD9073
 AD9073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK906456(NAD 83)
 AD9073
 AD9073                          SUPERSEDED SURVEY CONTROL
 AD9073
 AD9073.No superseded survey control is available for this station.
 AD9073
 AD9073_MARKER: Z = SEE DESCRIPTION
 AD9073_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AD9073_STAMPING: 85-54.90 1988
 AD9073_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9073+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9073
 AD9073  HISTORY     - Date     Condition        Report By
 AD9073  HISTORY     - 1988     MONUMENTED       SDDT
 AD9073  HISTORY     - 19960415 GOOD             NGS
 AD9073
 AD9073                          STATION DESCRIPTION
 AD9073
 AD9073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9073'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9073'IN BELLE FOURCHE, 29.7 M (97.4 FT) EAST OF THE CENTERLINE OF THE
 AD9073'NORTHBOUND LANES OF THE HIGHWAY, 24.8 M (81.4 FT) SOUTHEAST OF
 AD9073'MILEPOST 55, 23.0 M (75.5 FT) EAST OF THE EAST END OF A GUARDRAIL, 1.0
 AD9073'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) WEST OF A
 AD9073'FENCE, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST, AND 0.4 M (1.3 FT)
 AD9073'WEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A PIPE CAP ATTACHED
 AD9073'TO A GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 AD9073'4-INCH SCREW CAP.  PROJECTING 3 CENTIMETERS.  THE ROD AND SLEEVE DEPTH
 AD9073'IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0144 ***********************************************************************
 AI0144  DESIGNATION -  85 057.65
 AI0144  PID         -  AI0144
 AI0144  STATE/COUNTY-  SD/BUTTE
 AI0144  COUNTRY     -  US
 AI0144  USGS QUAD   -  BELLE FOURCHE (2017)
 AI0144
 AI0144                         *CURRENT SURVEY CONTROL
 AI0144  ______________________________________________________________________
 AI0144* NAD 83(1986) POSITION- 44 41 47.     (N) 103 51 08.     (W)   SCALED
 AI0144* NAVD 88 ORTHO HEIGHT -   931.362 (meters)     3055.64  (feet) ADJUSTED
 AI0144  ______________________________________________________________________
 AI0144  GEOID HEIGHT    -        -15.394 (meters)                     GEOID18
 AI0144  DYNAMIC HEIGHT  -        931.106 (meters)     3054.80  (feet) COMP
 AI0144  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 AI0144
 AI0144  VERT ORDER      -  FIRST     CLASS II
 AI0144
 AI0144.The horizontal coordinates were scaled from a map and have
 AI0144.an estimated accuracy of +/- 6 seconds.
 AI0144
 AI0144.The orthometric height was determined by differential leveling and
 AI0144.adjusted by the NATIONAL GEODETIC SURVEY
 AI0144.in April 2000.
 AI0144
 AI0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0144.GEOID18 height accuracy estimate available here.
 AI0144
 AI0144.Click photographs - Photos may exist for this station.
 AI0144
 AI0144.The dynamic height is computed by dividing the NAVD 88
 AI0144.geopotential number by the normal gravity value computed on the
 AI0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0144.degrees latitude (g = 980.6199 gals.).
 AI0144
 AI0144.The modeled gravity was interpolated from observed gravity values.
 AI0144
 AI0144;                    North         East    Units  Estimated Accuracy
 AI0144;SPC SD N     -   103,170.      294,790.      MT  (+/- 180 meters Scaled)
 AI0144
 AI0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909498(NAD 83)
 AI0144
 AI0144                          SUPERSEDED SURVEY CONTROL
 AI0144
 AI0144.No superseded survey control is available for this station.
 AI0144
 AI0144_MARKER: DD = SURVEY DISK
 AI0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0144_STAMPING: 85-57.65 1997
 AI0144_MARK LOGO: SDSM
 AI0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0144+STABILITY: SURFACE MOTION
 AI0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0144+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0144
 AI0144  HISTORY     - Date     Condition        Report By
 AI0144  HISTORY     - 1997     MONUMENTED       SDDT
 AI0144  HISTORY     - 19980920 GOOD             NGS
 AI0144
 AI0144                          STATION DESCRIPTION
 AI0144
 AI0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0144'1.7 KM (1.05 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0144'U.S. HIGHWAY 212 IN BELLE FOURCHE, 611.0 M (2004.6 FT) SOUTH OF
 AI0144'MILEPOST 58, 29.7 M (97.4 FT) WEST OF THE HIGHWAY CENTERLINE, 20.0 M
 AI0144'(65.6 FT) SOUTHWEST OF THE WEST END OF A CULVERT UNDER THE HIGHWAY,
 AI0144'0.5 M (1.6 FT) SOUTH OF THE CENTER OF A DITCH BLOCK, 0.5 M (1.6 FT)
 AI0144'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST
 AI0144'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0144'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0145 ***********************************************************************
 AI0145  DESIGNATION -  85 058.50
 AI0145  PID         -  AI0145
 AI0145  STATE/COUNTY-  SD/BUTTE
 AI0145  COUNTRY     -  US
 AI0145  USGS QUAD   -  BELLE FOURCHE (2017)
 AI0145
 AI0145                         *CURRENT SURVEY CONTROL
 AI0145  ______________________________________________________________________
 AI0145* NAD 83(1986) POSITION- 44 42 34.     (N) 103 51 37.     (W)   SCALED
 AI0145* NAVD 88 ORTHO HEIGHT -   927.649 (meters)     3043.46  (feet) ADJUSTED
 AI0145  ______________________________________________________________________
 AI0145  GEOID HEIGHT    -        -15.407 (meters)                     GEOID18
 AI0145  DYNAMIC HEIGHT  -        927.391 (meters)     3042.62  (feet) COMP
 AI0145  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 AI0145
 AI0145  VERT ORDER      -  FIRST     CLASS II
 AI0145
 AI0145.The horizontal coordinates were scaled from a map and have
 AI0145.an estimated accuracy of +/- 6 seconds.
 AI0145
 AI0145.The orthometric height was determined by differential leveling and
 AI0145.adjusted by the NATIONAL GEODETIC SURVEY
 AI0145.in April 2000.
 AI0145
 AI0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0145.GEOID18 height accuracy estimate available here.
 AI0145
 AI0145.Click photographs - Photos may exist for this station.
 AI0145
 AI0145.The dynamic height is computed by dividing the NAVD 88
 AI0145.geopotential number by the normal gravity value computed on the
 AI0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0145.degrees latitude (g = 980.6199 gals.).
 AI0145
 AI0145.The modeled gravity was interpolated from observed gravity values.
 AI0145
 AI0145;                    North         East    Units  Estimated Accuracy
 AI0145;SPC SD N     -   104,650.      294,220.      MT  (+/- 180 meters Scaled)
 AI0145
 AI0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK902513(NAD 83)
 AI0145
 AI0145                          SUPERSEDED SURVEY CONTROL
 AI0145
 AI0145.No superseded survey control is available for this station.
 AI0145
 AI0145_MARKER: DD = SURVEY DISK
 AI0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0145_STAMPING: 85-58.50 1997
 AI0145_MARK LOGO: SDSM
 AI0145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0145+STABILITY: SURFACE MOTION
 AI0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0145+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0145
 AI0145  HISTORY     - Date     Condition        Report By
 AI0145  HISTORY     - 1997     MONUMENTED       SDDT
 AI0145  HISTORY     - 19980920 GOOD             NGS
 AI0145
 AI0145                          STATION DESCRIPTION
 AI0145
 AI0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0145'3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0145'U.S. HIGHWAY 212 IN BELLE FOURCHE, 765.0 M (2509.8 FT) SOUTH OF
 AI0145'MILEPOST 59, 30.0 M (98.4 FT) EAST OF THE HIGHWAY CENTERLINE, 5.3 M
 AI0145'(17.4 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6
 AI0145'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS
 AI0145'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AI0145'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0146 ***********************************************************************
 AI0146  DESIGNATION -  85 060.90
 AI0146  PID         -  AI0146
 AI0146  STATE/COUNTY-  SD/BUTTE
 AI0146  COUNTRY     -  US
 AI0146  USGS QUAD   -  BELLE FOURCHE (2017)
 AI0146
 AI0146                         *CURRENT SURVEY CONTROL
 AI0146  ______________________________________________________________________
 AI0146* NAD 83(1986) POSITION- 44 44 36.05   (N) 103 51 11.11   (W)   HD_HELD1
 AI0146* NAVD 88 ORTHO HEIGHT -   971.104 (meters)     3186.03  (feet) ADJUSTED
 AI0146  ______________________________________________________________________
 AI0146  GEOID HEIGHT    -        -15.482 (meters)                     GEOID18
 AI0146  DYNAMIC HEIGHT  -        970.838 (meters)     3185.16  (feet) COMP
 AI0146  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 AI0146
 AI0146  VERT ORDER      -  FIRST     CLASS II
 AI0146
 AI0146.The horizontal coordinates were determined by differentially corrected
 AI0146.hand held GPS observations or other comparable positioning techniques
 AI0146.and have an estimated accuracy of +/- 3 meters.
 AI0146
 AI0146.The orthometric height was determined by differential leveling and
 AI0146.adjusted by the NATIONAL GEODETIC SURVEY
 AI0146.in April 2000.
 AI0146
 AI0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0146.GEOID18 height accuracy estimate available here.
 AI0146
 AI0146.Click photographs - Photos may exist for this station.
 AI0146
 AI0146.The dynamic height is computed by dividing the NAVD 88
 AI0146.geopotential number by the normal gravity value computed on the
 AI0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0146.degrees latitude (g = 980.6199 gals.).
 AI0146
 AI0146.The modeled gravity was interpolated from observed gravity values.
 AI0146
 AI0146;                    North         East    Units  Estimated Accuracy
 AI0146;SPC SD N     -   108,382.8     294,972.5     MT  (+/- 3 meters HH1 GPS) 
 AI0146
 AI0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9079755079(NAD 83)
 AI0146
 AI0146                          SUPERSEDED SURVEY CONTROL
 AI0146
 AI0146.No superseded survey control is available for this station.
 AI0146
 AI0146_MARKER: DD = SURVEY DISK
 AI0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0146_STAMPING: 85-60.90 1997
 AI0146_MARK LOGO: SDSM
 AI0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0146+STABILITY: SURFACE MOTION
 AI0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0146+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0146
 AI0146  HISTORY     - Date     Condition        Report By
 AI0146  HISTORY     - 1997     MONUMENTED       SDDT
 AI0146  HISTORY     - 19980920 GOOD             NGS
 AI0146
 AI0146                          STATION DESCRIPTION
 AI0146
 AI0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0146'6.9 KM (4.30 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0146'U.S. HIGHWAY 212 IN BELLE FOURCHE, 195.0 M (639.8 FT) SOUTH OF
 AI0146'MILEPOST 61, 30.0 M (98.4 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M
 AI0146'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A
 AI0146'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI0146'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0147 ***********************************************************************
 AI0147  DESIGNATION -  85 064.30
 AI0147  PID         -  AI0147
 AI0147  STATE/COUNTY-  SD/BUTTE
 AI0147  COUNTRY     -  US
 AI0147  USGS QUAD   -  MUD BUTTES (2017)
 AI0147
 AI0147                         *CURRENT SURVEY CONTROL
 AI0147  ______________________________________________________________________
 AI0147* NAD 83(1986) POSITION- 44 47 35.     (N) 103 51 07.     (W)   SCALED
 AI0147* NAVD 88 ORTHO HEIGHT -   947.191 (meters)     3107.58  (feet) ADJUSTED
 AI0147  ______________________________________________________________________
 AI0147  GEOID HEIGHT    -        -15.590 (meters)                     GEOID18
 AI0147  DYNAMIC HEIGHT  -        946.936 (meters)     3106.74  (feet) COMP
 AI0147  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 AI0147
 AI0147  VERT ORDER      -  FIRST     CLASS II
 AI0147
 AI0147.The horizontal coordinates were scaled from a map and have
 AI0147.an estimated accuracy of +/- 6 seconds.
 AI0147
 AI0147.The orthometric height was determined by differential leveling and
 AI0147.adjusted by the NATIONAL GEODETIC SURVEY
 AI0147.in April 2000.
 AI0147
 AI0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0147.GEOID18 height accuracy estimate available here.
 AI0147
 AI0147.Click photographs - Photos may exist for this station.
 AI0147
 AI0147.The dynamic height is computed by dividing the NAVD 88
 AI0147.geopotential number by the normal gravity value computed on the
 AI0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0147.degrees latitude (g = 980.6199 gals.).
 AI0147
 AI0147.The modeled gravity was interpolated from observed gravity values.
 AI0147
 AI0147;                    North         East    Units  Estimated Accuracy
 AI0147;SPC SD N     -   113,900.      295,330.      MT  (+/- 180 meters Scaled)
 AI0147
 AI0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK908606(NAD 83)
 AI0147
 AI0147                          SUPERSEDED SURVEY CONTROL
 AI0147
 AI0147.No superseded survey control is available for this station.
 AI0147
 AI0147_MARKER: DD = SURVEY DISK
 AI0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0147_STAMPING: 85-64.30 1997
 AI0147_MARK LOGO: SDSM
 AI0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0147+STABILITY: SURFACE MOTION
 AI0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0147+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0147
 AI0147  HISTORY     - Date     Condition        Report By
 AI0147  HISTORY     - 1997     MONUMENTED       SDDT
 AI0147  HISTORY     - 19980920 GOOD             NGS
 AI0147
 AI0147                          STATION DESCRIPTION
 AI0147
 AI0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0147'12.4 KM (7.70 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0147'U.S. HIGHWAY 212 IN BELLE FOURCHE, 492.0 M (1614.2 FT) NORTH OF
 AI0147'MILEPOST 64, 36.9 M (121.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 AI0147'29.7 M (97.4 FT) EAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) WEST
 AI0147'OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI0147'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI0147'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0148 ***********************************************************************
 AI0148  DESIGNATION -  85 065.30
 AI0148  PID         -  AI0148
 AI0148  STATE/COUNTY-  SD/BUTTE
 AI0148  COUNTRY     -  US
 AI0148  USGS QUAD   -  MUD BUTTES (2017)
 AI0148
 AI0148                         *CURRENT SURVEY CONTROL
 AI0148  ______________________________________________________________________
 AI0148* NAD 83(1986) POSITION- 44 48 25.     (N) 103 51 09.     (W)   SCALED
 AI0148* NAVD 88 ORTHO HEIGHT -   934.284 (meters)     3065.23  (feet) ADJUSTED
 AI0148  ______________________________________________________________________
 AI0148  GEOID HEIGHT    -        -15.620 (meters)                     GEOID18
 AI0148  DYNAMIC HEIGHT  -        934.034 (meters)     3064.41  (feet) COMP
 AI0148  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 AI0148
 AI0148  VERT ORDER      -  FIRST     CLASS II
 AI0148
 AI0148.The horizontal coordinates were scaled from a map and have
 AI0148.an estimated accuracy of +/- 6 seconds.
 AI0148
 AI0148.The orthometric height was determined by differential leveling and
 AI0148.adjusted by the NATIONAL GEODETIC SURVEY
 AI0148.in April 2000.
 AI0148
 AI0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0148.GEOID18 height accuracy estimate available here.
 AI0148
 AI0148.Click photographs - Photos may exist for this station.
 AI0148
 AI0148.The dynamic height is computed by dividing the NAVD 88
 AI0148.geopotential number by the normal gravity value computed on the
 AI0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0148.degrees latitude (g = 980.6199 gals.).
 AI0148
 AI0148.The modeled gravity was interpolated from observed gravity values.
 AI0148
 AI0148;                    North         East    Units  Estimated Accuracy
 AI0148;SPC SD N     -   115,440.      295,360.      MT  (+/- 180 meters Scaled)
 AI0148
 AI0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK907621(NAD 83)
 AI0148
 AI0148                          SUPERSEDED SURVEY CONTROL
 AI0148
 AI0148.No superseded survey control is available for this station.
 AI0148
 AI0148_MARKER: DD = SURVEY DISK
 AI0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0148_STAMPING: 85-65.30 1997
 AI0148_MARK LOGO: SDSM
 AI0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0148+STABILITY: SURFACE MOTION
 AI0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0148+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0148
 AI0148  HISTORY     - Date     Condition        Report By
 AI0148  HISTORY     - 1997     MONUMENTED       SDDT
 AI0148  HISTORY     - 19980920 GOOD             NGS
 AI0148
 AI0148                          STATION DESCRIPTION
 AI0148
 AI0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0148'14.0 KM (8.70 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0148'U.S. HIGHWAY 212 IN BELLE FOURCHE, 466.0 M (1528.9 FT) NORTH OF
 AI0148'MILEPOST 65, 29.6 M (97.1 FT) WEST OF THE HIGHWAY CENTERLINE, 4.6 M
 AI0148'(15.1 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) EAST
 AI0148'OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AI0148'HIGHWAY, ON THE EXTENDED CENTER OF THE CENTER OF A GRAVELED ROAD
 AI0148'LEADING TO THE DAVIS RANCH, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI0148'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0149 ***********************************************************************
 AI0149  DESIGNATION -  85 066.30
 AI0149  PID         -  AI0149
 AI0149  STATE/COUNTY-  SD/BUTTE
 AI0149  COUNTRY     -  US
 AI0149  USGS QUAD   -  MUD BUTTES (2017)
 AI0149
 AI0149                         *CURRENT SURVEY CONTROL
 AI0149  ______________________________________________________________________
 AI0149* NAD 83(1986) POSITION- 44 49 16.80   (N) 103 51 07.44   (W)   HD_HELD1
 AI0149* NAVD 88 ORTHO HEIGHT -   925.760 (meters)     3037.26  (feet) ADJUSTED
 AI0149  ______________________________________________________________________
 AI0149  GEOID HEIGHT    -        -15.650 (meters)                     GEOID18
 AI0149  DYNAMIC HEIGHT  -        925.515 (meters)     3036.46  (feet) COMP
 AI0149  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 AI0149
 AI0149  VERT ORDER      -  FIRST     CLASS II
 AI0149
 AI0149.The horizontal coordinates were determined by differentially corrected
 AI0149.hand held GPS observations or other comparable positioning techniques
 AI0149.and have an estimated accuracy of +/- 3 meters.
 AI0149
 AI0149.The orthometric height was determined by differential leveling and
 AI0149.adjusted by the NATIONAL GEODETIC SURVEY
 AI0149.in April 2000.
 AI0149
 AI0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0149.GEOID18 height accuracy estimate available here.
 AI0149
 AI0149.Click photographs - Photos may exist for this station.
 AI0149
 AI0149.The dynamic height is computed by dividing the NAVD 88
 AI0149.geopotential number by the normal gravity value computed on the
 AI0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0149.degrees latitude (g = 980.6199 gals.).
 AI0149
 AI0149.The modeled gravity was interpolated from observed gravity values.
 AI0149
 AI0149;                    North         East    Units  Estimated Accuracy
 AI0149;SPC SD N     -   117,035.1     295,465.4     MT  (+/- 3 meters HH1 GPS) 
 AI0149
 AI0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9075563744(NAD 83)
 AI0149
 AI0149                          SUPERSEDED SURVEY CONTROL
 AI0149
 AI0149.No superseded survey control is available for this station.
 AI0149
 AI0149_MARKER: Z = SEE DESCRIPTION
 AI0149_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0149_STAMPING: 85-66.30 1998
 AI0149_MARK LOGO: NGS
 AI0149_PROJECTION: FLUSH
 AI0149_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0149+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2018
 AI0149_ROD/PIPE-DEPTH: 13.0 meters
 AI0149_SLEEVE-DEPTH  : 1.4 meters
 AI0149
 AI0149  HISTORY     - Date     Condition        Report By
 AI0149  HISTORY     - 1998     MONUMENTED       SDDT
 AI0149  HISTORY     - 19980920 GOOD             NGS
 AI0149  HISTORY     - 20180424 GOOD             SDDT
 AI0149
 AI0149                          STATION DESCRIPTION
 AI0149
 AI0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0149'15.6 KM (9.70 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0149'U.S. HIGHWAY 212 IN BELLE FOURCHE, 466.0 M (1528.9 FT) NORTH OF
 AI0149'MILEPOST 66, 30.7 M (100.7 FT) EAST OF THE HIGHWAY CENTERLINE, 10.9 M
 AI0149'(35.8 FT) SOUTH OF THE CENTER OF AN OLD HIGHWAY GRADE, 1.8 M (5.9 FT)
 AI0149'SOUTHWEST OF A T-FENCE CORNER, 0.7 M (2.3 FT) WEST OF A WITNESS POST
 AI0149'AND FENCE, AND 0.4 M (1.3 FT) EAST OF A METAL GUARD POST. NOTE--ACCESS
 AI0149'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 AI0149'4-INCH PVC PIPE CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET
 AI0149'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI0149'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0149
 AI0149                          STATION RECOVERY (2018)
 AI0149
 AI0149'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 AI0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0150 ***********************************************************************
 AI0150  DESIGNATION -  85 071.70
 AI0150  PID         -  AI0150
 AI0150  STATE/COUNTY-  SD/BUTTE
 AI0150  COUNTRY     -  US
 AI0150  USGS QUAD   -  MUD BUTTES (2017)
 AI0150
 AI0150                         *CURRENT SURVEY CONTROL
 AI0150  ______________________________________________________________________
 AI0150* NAD 83(1986) POSITION- 44 52 28.88   (N) 103 46 33.19   (W)   HD_HELD1
 AI0150* NAVD 88 ORTHO HEIGHT -   905.152 (meters)     2969.65  (feet) ADJUSTED
 AI0150  ______________________________________________________________________
 AI0150  GEOID HEIGHT    -        -15.850 (meters)                     GEOID18
 AI0150  DYNAMIC HEIGHT  -        904.925 (meters)     2968.91  (feet) COMP
 AI0150  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 AI0150
 AI0150  VERT ORDER      -  FIRST     CLASS II
 AI0150
 AI0150.The horizontal coordinates were determined by differentially corrected
 AI0150.hand held GPS observations or other comparable positioning techniques
 AI0150.and have an estimated accuracy of +/- 3 meters.
 AI0150
 AI0150.The orthometric height was determined by differential leveling and
 AI0150.adjusted by the NATIONAL GEODETIC SURVEY
 AI0150.in April 2000.
 AI0150
 AI0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0150.GEOID18 height accuracy estimate available here.
 AI0150
 AI0150.Click photographs - Photos may exist for this station.
 AI0150
 AI0150.The dynamic height is computed by dividing the NAVD 88
 AI0150.geopotential number by the normal gravity value computed on the
 AI0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0150.degrees latitude (g = 980.6199 gals.).
 AI0150
 AI0150.The modeled gravity was interpolated from observed gravity values.
 AI0150
 AI0150;                    North         East    Units  Estimated Accuracy
 AI0150;SPC SD N     -   122,674.0     301,760.0     MT  (+/- 3 meters HH1 GPS) 
 AI0150
 AI0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9668969758(NAD 83)
 AI0150
 AI0150                          SUPERSEDED SURVEY CONTROL
 AI0150
 AI0150.No superseded survey control is available for this station.
 AI0150
 AI0150_MARKER: Z = SEE DESCRIPTION
 AI0150_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0150_STAMPING: 85-71.70 1998
 AI0150_MARK LOGO: NGS
 AI0150_PROJECTION: FLUSH
 AI0150_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0150+STABILITY: POSITION/ELEVATION WELL
 AI0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0150+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0150_ROD/PIPE-DEPTH: 12.8 meters
 AI0150_SLEEVE-DEPTH  : 2.0 meters
 AI0150
 AI0150  HISTORY     - Date     Condition        Report By
 AI0150  HISTORY     - 1998     MONUMENTED       SDDT
 AI0150  HISTORY     - 19980920 GOOD             NGS
 AI0150
 AI0150                          STATION DESCRIPTION
 AI0150
 AI0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0150'24.2 KM (15.05 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0150'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 517.0 M (1696.2 FT) SOUTHWEST OF
 AI0150'MILEPOST 72, 30.5 M (100.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AI0150'6.1 M (20.0 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M
 AI0150'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF
 AI0150'THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.4 M (1.3 FT) SOUTHEAST OF A
 AI0150'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) NORTHWEST OF A METAL GUARD
 AI0150'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AI0150'AND THEN THROUGH A 4-INCH PVC CAP.  THE DATUM POINT IS A STAINLESS
 AI0150'STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1
 AI0150'1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY
 AI0150'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0151 ***********************************************************************
 AI0151  DESIGNATION -  85 072.85
 AI0151  PID         -  AI0151
 AI0151  STATE/COUNTY-  SD/BUTTE
 AI0151  COUNTRY     -  US
 AI0151  USGS QUAD   -  ANTELOPE BUTTE (2017)
 AI0151
 AI0151                         *CURRENT SURVEY CONTROL
 AI0151  ______________________________________________________________________
 AI0151* NAD 83(1986) POSITION- 44 52 55.     (N) 103 45 19.     (W)   SCALED
 AI0151* NAVD 88 ORTHO HEIGHT -   901.684 (meters)     2958.27  (feet) ADJUSTED
 AI0151  ______________________________________________________________________
 AI0151  GEOID HEIGHT    -        -15.889 (meters)                     GEOID18
 AI0151  DYNAMIC HEIGHT  -        901.460 (meters)     2957.54  (feet) COMP
 AI0151  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 AI0151
 AI0151  VERT ORDER      -  FIRST     CLASS II
 AI0151
 AI0151.The horizontal coordinates were scaled from a map and have
 AI0151.an estimated accuracy of +/- 6 seconds.
 AI0151
 AI0151.The orthometric height was determined by differential leveling and
 AI0151.adjusted by the NATIONAL GEODETIC SURVEY
 AI0151.in April 2000.
 AI0151
 AI0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0151.GEOID18 height accuracy estimate available here.
 AI0151
 AI0151.Click photographs - Photos may exist for this station.
 AI0151
 AI0151.The dynamic height is computed by dividing the NAVD 88
 AI0151.geopotential number by the normal gravity value computed on the
 AI0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0151.degrees latitude (g = 980.6199 gals.).
 AI0151
 AI0151.The modeled gravity was interpolated from observed gravity values.
 AI0151
 AI0151;                    North         East    Units  Estimated Accuracy
 AI0151;SPC SD N     -   123,400.      303,420.      MT  (+/- 180 meters Scaled)
 AI0151
 AI0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK983705(NAD 83)
 AI0151
 AI0151                          SUPERSEDED SURVEY CONTROL
 AI0151
 AI0151.No superseded survey control is available for this station.
 AI0151
 AI0151_MARKER: DD = SURVEY DISK
 AI0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0151_STAMPING: 85-72.85 1997
 AI0151_MARK LOGO: SDSM
 AI0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0151+STABILITY: SURFACE MOTION
 AI0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0151+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0151
 AI0151  HISTORY     - Date     Condition        Report By
 AI0151  HISTORY     - 1997     MONUMENTED       SDDT
 AI0151  HISTORY     - 19980920 GOOD             NGS
 AI0151
 AI0151                          STATION DESCRIPTION
 AI0151
 AI0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0151'26.1 KM (16.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0151'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 398.0 M (1305.8 FT) NORTHEAST OF
 AI0151'THE NORTHEAST END OF A HIGHWAY BRIDGE SPANNING INDIAN CREEK, 284.0 M
 AI0151'(931.8 FT) SOUTHWEST OF MILEPOST 73, 30.3 M (99.4 FT) SOUTHEAST OF THE
 AI0151'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) WEST OF THE NORTHEAST END OF 2
 AI0151'BRACED FENCE POSTS, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND
 AI0151'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 AI0151'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0152 ***********************************************************************
 AI0152  DESIGNATION -  85 073.85
 AI0152  PID         -  AI0152
 AI0152  STATE/COUNTY-  SD/BUTTE
 AI0152  COUNTRY     -  US
 AI0152  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 AI0152
 AI0152                         *CURRENT SURVEY CONTROL
 AI0152  ______________________________________________________________________
 AI0152* NAD 83(1986) POSITION- 44 53 24.     (N) 103 44 17.     (W)   SCALED
 AI0152* NAVD 88 ORTHO HEIGHT -   920.168 (meters)     3018.92  (feet) ADJUSTED
 AI0152  ______________________________________________________________________
 AI0152  GEOID HEIGHT    -        -15.920 (meters)                     GEOID18
 AI0152  DYNAMIC HEIGHT  -        919.939 (meters)     3018.17  (feet) COMP
 AI0152  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 AI0152
 AI0152  VERT ORDER      -  FIRST     CLASS II
 AI0152
 AI0152.The horizontal coordinates were scaled from a map and have
 AI0152.an estimated accuracy of +/- 6 seconds.
 AI0152
 AI0152.The orthometric height was determined by differential leveling and
 AI0152.adjusted by the NATIONAL GEODETIC SURVEY
 AI0152.in April 2000.
 AI0152
 AI0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0152.GEOID18 height accuracy estimate available here.
 AI0152
 AI0152.Click photographs - Photos may exist for this station.
 AI0152
 AI0152.The dynamic height is computed by dividing the NAVD 88
 AI0152.geopotential number by the normal gravity value computed on the
 AI0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0152.degrees latitude (g = 980.6199 gals.).
 AI0152
 AI0152.The modeled gravity was interpolated from observed gravity values.
 AI0152
 AI0152;                    North         East    Units  Estimated Accuracy
 AI0152;SPC SD N     -   124,240.      304,820.      MT  (+/- 180 meters Scaled)
 AI0152
 AI0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK996715(NAD 83)
 AI0152
 AI0152                          SUPERSEDED SURVEY CONTROL
 AI0152
 AI0152.No superseded survey control is available for this station.
 AI0152
 AI0152_MARKER: DD = SURVEY DISK
 AI0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0152_STAMPING: 85-73.85 1997
 AI0152_MARK LOGO: SDSM
 AI0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0152+STABILITY: SURFACE MOTION
 AI0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0152+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0152
 AI0152  HISTORY     - Date     Condition        Report By
 AI0152  HISTORY     - 1997     MONUMENTED       SDDT
 AI0152  HISTORY     - 19980920 GOOD             NGS
 AI0152
 AI0152                          STATION DESCRIPTION
 AI0152
 AI0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0152'27.8 KM (17.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0152'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 31.7 M (104.0 FT) NORTHWEST OF
 AI0152'THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) EAST OF THE SOUTHWEST END OF 2
 AI0152'BRACED FENCE POSTS, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE, 0.4 M (1.3
 AI0152'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AI0152'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0152'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0153 ***********************************************************************
 AI0153  DESIGNATION -  85 074.90
 AI0153  PID         -  AI0153
 AI0153  STATE/COUNTY-  SD/BUTTE
 AI0153  COUNTRY     -  US
 AI0153  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 AI0153
 AI0153                         *CURRENT SURVEY CONTROL
 AI0153  ______________________________________________________________________
 AI0153* NAD 83(1986) POSITION- 44 53 54.     (N) 103 43 09.     (W)   SCALED
 AI0153* NAVD 88 ORTHO HEIGHT -   920.645 (meters)     3020.48  (feet) ADJUSTED
 AI0153  ______________________________________________________________________
 AI0153  GEOID HEIGHT    -        -15.954 (meters)                     GEOID18
 AI0153  DYNAMIC HEIGHT  -        920.416 (meters)     3019.73  (feet) COMP
 AI0153  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 AI0153
 AI0153  VERT ORDER      -  FIRST     CLASS II
 AI0153
 AI0153.The horizontal coordinates were scaled from a map and have
 AI0153.an estimated accuracy of +/- 6 seconds.
 AI0153
 AI0153.The orthometric height was determined by differential leveling and
 AI0153.adjusted by the NATIONAL GEODETIC SURVEY
 AI0153.in April 2000.
 AI0153
 AI0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0153.GEOID18 height accuracy estimate available here.
 AI0153
 AI0153.Click photographs - Photos may exist for this station.
 AI0153
 AI0153.The dynamic height is computed by dividing the NAVD 88
 AI0153.geopotential number by the normal gravity value computed on the
 AI0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0153.degrees latitude (g = 980.6199 gals.).
 AI0153
 AI0153.The modeled gravity was interpolated from observed gravity values.
 AI0153
 AI0153;                    North         East    Units  Estimated Accuracy
 AI0153;SPC SD N     -   125,090.      306,360.      MT  (+/- 180 meters Scaled)
 AI0153
 AI0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK011724(NAD 83)
 AI0153
 AI0153                          SUPERSEDED SURVEY CONTROL
 AI0153
 AI0153.No superseded survey control is available for this station.
 AI0153
 AI0153_MARKER: DD = SURVEY DISK
 AI0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0153_STAMPING: 85-74.90 1997
 AI0153_MARK LOGO: SDSM
 AI0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0153+STABILITY: SURFACE MOTION
 AI0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0153+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0153
 AI0153  HISTORY     - Date     Condition        Report By
 AI0153  HISTORY     - 1997     MONUMENTED       SDDT
 AI0153  HISTORY     - 19980920 GOOD             NGS
 AI0153
 AI0153                          STATION DESCRIPTION
 AI0153
 AI0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0153'29.5 KM (18.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0153'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 129.0 M (423.2 FT) WEST OF
 AI0153'MILEPOST 75, 30.8 M (101.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AI0153'20.9 M (68.6 FT) SOUTHWEST OF THE SOUTHWEST END OF 2 BRACED FENCE
 AI0153'POSTS, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST
 AI0153'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 AI0153'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0154 ***********************************************************************
 AI0154  DESIGNATION -  85 075.85
 AI0154  PID         -  AI0154
 AI0154  STATE/COUNTY-  SD/BUTTE
 AI0154  COUNTRY     -  US
 AI0154  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 AI0154
 AI0154                         *CURRENT SURVEY CONTROL
 AI0154  ______________________________________________________________________
 AI0154* NAD 83(1986) POSITION- 44 54 18.     (N) 103 42 13.     (W)   SCALED
 AI0154* NAVD 88 ORTHO HEIGHT -   922.721 (meters)     3027.29  (feet) ADJUSTED
 AI0154  ______________________________________________________________________
 AI0154  GEOID HEIGHT    -        -15.981 (meters)                     GEOID18
 AI0154  DYNAMIC HEIGHT  -        922.490 (meters)     3026.54  (feet) COMP
 AI0154  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 AI0154
 AI0154  VERT ORDER      -  FIRST     CLASS II
 AI0154
 AI0154.The horizontal coordinates were scaled from a map and have
 AI0154.an estimated accuracy of +/- 6 seconds.
 AI0154
 AI0154.The orthometric height was determined by differential leveling and
 AI0154.adjusted by the NATIONAL GEODETIC SURVEY
 AI0154.in April 2000.
 AI0154
 AI0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0154.GEOID18 height accuracy estimate available here.
 AI0154
 AI0154.Click photographs - Photos may exist for this station.
 AI0154
 AI0154.The dynamic height is computed by dividing the NAVD 88
 AI0154.geopotential number by the normal gravity value computed on the
 AI0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0154.degrees latitude (g = 980.6199 gals.).
 AI0154
 AI0154.The modeled gravity was interpolated from observed gravity values.
 AI0154
 AI0154;                    North         East    Units  Estimated Accuracy
 AI0154;SPC SD N     -   125,780.      307,620.      MT  (+/- 180 meters Scaled)
 AI0154
 AI0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK023732(NAD 83)
 AI0154
 AI0154                          SUPERSEDED SURVEY CONTROL
 AI0154
 AI0154.No superseded survey control is available for this station.
 AI0154
 AI0154_MARKER: DD = SURVEY DISK
 AI0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0154_STAMPING: 85-75.85 1997
 AI0154_MARK LOGO: SDSM
 AI0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0154+STABILITY: SURFACE MOTION
 AI0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0154+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0154
 AI0154  HISTORY     - Date     Condition        Report By
 AI0154  HISTORY     - 1997     MONUMENTED       SDDT
 AI0154  HISTORY     - 19980920 GOOD             NGS
 AI0154
 AI0154                          STATION DESCRIPTION
 AI0154
 AI0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0154'31.0 KM (19.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0154'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 277.0 M (908.8 FT) SOUTHWEST OF
 AI0154'MILEPOST 76, 30.8 M (101.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AI0154'6.1 M (20.0 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 M
 AI0154'(2.6 FT) EAST OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT)
 AI0154'SOUTHEAST OF A FENCE, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND
 AI0154'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 AI0154'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7960 ***********************************************************************
 AC7960  CBN         -  This is a Cooperative Base Network Control Station.
 AC7960  DESIGNATION -  85 076.98
 AC7960  PID         -  AC7960
 AC7960  STATE/COUNTY-  SD/BUTTE
 AC7960  COUNTRY     -  US
 AC7960  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 AC7960
 AC7960                         *CURRENT SURVEY CONTROL
 AC7960  ______________________________________________________________________
 AC7960* NAD 83(2011) POSITION- 44 54 49.47163(N) 103 40 58.32258(W)   ADJUSTED
 AC7960* NAD 83(2011) ELLIP HT-   932.499 (meters)        (06/27/12)   ADJUSTED
 AC7960* NAD 83(2011) EPOCH   -  2010.00
 AC7960* NAVD 88 ORTHO HEIGHT -   948.516 (meters)     3111.92  (feet) ADJUSTED
 AC7960  ______________________________________________________________________
 AC7960  GEOID HEIGHT    -        -16.013 (meters)                     GEOID18
 AC7960  NAD 83(2011) X  - -1,070,383.765 (meters)                     COMP
 AC7960  NAD 83(2011) Y  - -4,396,603.747 (meters)                     COMP
 AC7960  NAD 83(2011) Z  -  4,481,223.424 (meters)                     COMP
 AC7960  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 AC7960  DYNAMIC HEIGHT  -        948.278 (meters)     3111.14  (feet) COMP
 AC7960  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 AC7960
 AC7960  VERT ORDER      -  FIRST     CLASS II
 AC7960
 AC7960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7960  Standards:
 AC7960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7960  -------------------------------------------------------------------
 AC7960  NETWORK    0.99   2.94           0.46   0.32   1.50     -0.10857403
 AC7960  -------------------------------------------------------------------
 AC7960  Click here for local accuracies and other accuracy information.
 AC7960
 AC7960.The horizontal coordinates were established by GPS observations
 AC7960.and adjusted by the National Geodetic Survey in June 2012.
 AC7960
 AC7960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7960.been affixed to the stable North American tectonic plate. See 
 AC7960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7960
 AC7960.The horizontal coordinates are valid at the epoch date displayed above
 AC7960.which is a decimal equivalence of Year/Month/Day.
 AC7960
 AC7960.The orthometric height was determined by differential leveling and
 AC7960.adjusted by the NATIONAL GEODETIC SURVEY
 AC7960.in April 2000.
 AC7960
 AC7960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7960.GEOID18 height accuracy estimate available here.
 AC7960
 AC7960.Click photographs - Photos may exist for this station.
 AC7960
 AC7960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7960
 AC7960.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7960
 AC7960.The ellipsoidal height was determined by GPS observations
 AC7960.and is referenced to NAD 83.
 AC7960
 AC7960.The dynamic height is computed by dividing the NAVD 88
 AC7960.geopotential number by the normal gravity value computed on the
 AC7960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7960.degrees latitude (g = 980.6199 gals.).
 AC7960
 AC7960.The modeled gravity was interpolated from observed gravity values.
 AC7960
 AC7960. The following values were computed from the NAD 83(2011) position.
 AC7960
 AC7960;                    North         East     Units Scale Factor Converg.
 AC7960;SPC SD N     -   126,670.736   309,299.364   MT  0.99994198   -2 36 23.4
 AC7960;SPC SD N     -   415,585.57  1,014,759.66   sFT  0.99994198   -2 36 23.4
 AC7960;UTM  13      - 4,974,212.110   603,965.881   MT  0.99973291   +0 55 48.1
 AC7960
 AC7960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7960!SPC SD N     -   0.99985382  x   0.99994198  =   0.99979580
 AC7960!UTM  13      -   0.99985382  x   0.99973291  =   0.99958677
 AC7960
 AC7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0396574212(NAD 83)
 AC7960
 AC7960                          SUPERSEDED SURVEY CONTROL
 AC7960
 AC7960  NAD 83(2007)-  44 54 49.47149(N)    103 40 58.32372(W) AD(2002.00) 0
 AC7960  ELLIP H (02/10/07)  932.528  (m)                       GP(2002.00)    
 AC7960  ELLIP H (04/15/04)  932.524  (m)                       GP(       ) 2 1
 AC7960  NAD 83(1996)-  44 54 49.47079(N)    103 40 58.32358(W) AD(       ) B
 AC7960  ELLIP H (04/18/97)  932.589  (m)                       GP(       ) 4 1
 AC7960  NAVD 88 (04/18/97)  948.5    (m)  GEOID96  model used  GPS OBS        
 AC7960
 AC7960.Superseded values are not recommended for survey control.
 AC7960
 AC7960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7960.See file dsdata.pdf to determine how the superseded data were derived.
 AC7960
 AC7960_MARKER: Z = SEE DESCRIPTION
 AC7960_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7960_STAMPING: 85-76.98 1995
 AC7960_MARK LOGO: NGS
 AC7960_PROJECTION: FLUSH
 AC7960_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7960+STABILITY: POSITION/ELEVATION WELL
 AC7960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7960+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AC7960_ROD/PIPE-DEPTH: 12.8 meters
 AC7960_SLEEVE-DEPTH  : 2.0 meters
 AC7960
 AC7960  HISTORY     - Date     Condition        Report By
 AC7960  HISTORY     - 1995     MONUMENTED       SDDT
 AC7960  HISTORY     - 19960927 GOOD             NGS
 AC7960  HISTORY     - 19980920 GOOD             NGS
 AC7960
 AC7960                          STATION DESCRIPTION
 AC7960
 AC7960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7960'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) NORTH OF BELLE FOURCHE,
 AC7960'ON U.S. HIGHWAY 85.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 AC7960'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND 212 AT THE NORTH
 AC7960'EDGE OF BELLE FOURCHE, GO NORTH ON U.S. HIGHWAY 85 FOR 12.0 MI (19.3
 AC7960'KM) TO A GRAVELED ROAD ON THE LEFT LEADING TO ALBION AND CAMP CROOK,
 AC7960'CONTINUE NORTH ON HIGHWAY 85 FOR 9.2 MI (14.8 KM) TO THE STATION ON
 AC7960'THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 AC7960'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 AC7960'STEEL PIPE.  LOCATED 30.3 M (99.4 FT) SOUTHEAST OF THE HIGHWAY
 AC7960'CENTERLINE, 6.5 M (21.3 FT) SOUTHWEST OF THE CENTER OF A FIELD
 AC7960'ENTRANCE ROAD, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 AC7960'AND 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST. NOTE--ACCESS TO
 AC7960'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC7960'CAP.
 AC7960
 AC7960                          STATION RECOVERY (1998)
 AC7960
 AC7960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AC7960'32.8 KM (20.40 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AC7960'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 38.4 M (126.0 FT) WEST OF
 AC7960'MILEPOST 77, 30.3 M (99.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.5
 AC7960'M (21.3 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3
 AC7960'FT) NORTHWEST OF A WITNESS POST AND THE CENTER 1 OF 3 BRACED FENCE
 AC7960'POSTS, AND 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST.
 AC7960'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7960'THROUGH A 4-INCH PVC CAP.  THE DATUM POINT IS A STAINLESS STEEL RIVET
 AC7960'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AC7960'GALVANIZED STEEL PIPE.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.  THE
 AC7960'MONUMENT IS A COOPERATIVE BASE NETWORK CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0155 ***********************************************************************
 AI0155  DESIGNATION -  85 078.05
 AI0155  PID         -  AI0155
 AI0155  STATE/COUNTY-  SD/BUTTE
 AI0155  COUNTRY     -  US
 AI0155  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 AI0155
 AI0155                         *CURRENT SURVEY CONTROL
 AI0155  ______________________________________________________________________
 AI0155* NAD 83(1986) POSITION- 44 55 17.     (N) 103 39 55.     (W)   SCALED
 AI0155* NAVD 88 ORTHO HEIGHT -   948.210 (meters)     3110.92  (feet) ADJUSTED
 AI0155  ______________________________________________________________________
 AI0155  GEOID HEIGHT    -        -16.041 (meters)                     GEOID18
 AI0155  DYNAMIC HEIGHT  -        947.971 (meters)     3110.13  (feet) COMP
 AI0155  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 AI0155
 AI0155  VERT ORDER      -  FIRST     CLASS II
 AI0155
 AI0155.The horizontal coordinates were scaled from a map and have
 AI0155.an estimated accuracy of +/- 6 seconds.
 AI0155
 AI0155.The orthometric height was determined by differential leveling and
 AI0155.adjusted by the NATIONAL GEODETIC SURVEY
 AI0155.in April 2000.
 AI0155
 AI0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0155.GEOID18 height accuracy estimate available here.
 AI0155
 AI0155.Click photographs - Photos may exist for this station.
 AI0155
 AI0155.The dynamic height is computed by dividing the NAVD 88
 AI0155.geopotential number by the normal gravity value computed on the
 AI0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0155.degrees latitude (g = 980.6199 gals.).
 AI0155
 AI0155.The modeled gravity was interpolated from observed gravity values.
 AI0155
 AI0155;                    North         East    Units  Estimated Accuracy
 AI0155;SPC SD N     -   127,460.      310,730.      MT  (+/- 180 meters Scaled)
 AI0155
 AI0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK053750(NAD 83)
 AI0155
 AI0155                          SUPERSEDED SURVEY CONTROL
 AI0155
 AI0155.No superseded survey control is available for this station.
 AI0155
 AI0155_MARKER: DD = SURVEY DISK
 AI0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0155_STAMPING: 85-78.05 1997
 AI0155_MARK LOGO: SDSM
 AI0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0155+STABILITY: SURFACE MOTION
 AI0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0155+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0155
 AI0155  HISTORY     - Date     Condition        Report By
 AI0155  HISTORY     - 1997     MONUMENTED       SDDT
 AI0155  HISTORY     - 19980920 GOOD             NGS
 AI0155
 AI0155                          STATION DESCRIPTION
 AI0155
 AI0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0155'34.6 KM (21.50 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0155'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 69.3 M (227.4 FT) NORTHEAST OF
 AI0155'MILEPOST 78, 30.3 M (99.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AI0155'25.6 M (84.0 FT) NORTHEAST OF A UTILITY POLE WITH LINES CROSSING THE
 AI0155'HIGHWAY, 10.2 M (33.5 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE,
 AI0155'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AI0155'NORTHWEST OF A WITNESS POST AND THE CENTER 1 OF 3 BRACED FENCE POSTS,
 AI0155'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 AI0155'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0156 ***********************************************************************
 AI0156  DESIGNATION -  85 079.15
 AI0156  PID         -  AI0156
 AI0156  STATE/COUNTY-  SD/BUTTE
 AI0156  COUNTRY     -  US
 AI0156  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 AI0156
 AI0156                         *CURRENT SURVEY CONTROL
 AI0156  ______________________________________________________________________
 AI0156* NAD 83(1986) POSITION- 44 55 48.     (N) 103 38 41.     (W)   SCALED
 AI0156* NAVD 88 ORTHO HEIGHT -   958.511 (meters)     3144.71  (feet) ADJUSTED
 AI0156  ______________________________________________________________________
 AI0156  GEOID HEIGHT    -        -16.074 (meters)                     GEOID18
 AI0156  DYNAMIC HEIGHT  -        958.269 (meters)     3143.92  (feet) COMP
 AI0156  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 AI0156
 AI0156  VERT ORDER      -  FIRST     CLASS II
 AI0156
 AI0156.The horizontal coordinates were scaled from a map and have
 AI0156.an estimated accuracy of +/- 6 seconds.
 AI0156
 AI0156.The orthometric height was determined by differential leveling and
 AI0156.adjusted by the NATIONAL GEODETIC SURVEY
 AI0156.in April 2000.
 AI0156
 AI0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0156.GEOID18 height accuracy estimate available here.
 AI0156
 AI0156.Click photographs - Photos may exist for this station.
 AI0156
 AI0156.The dynamic height is computed by dividing the NAVD 88
 AI0156.geopotential number by the normal gravity value computed on the
 AI0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0156.degrees latitude (g = 980.6199 gals.).
 AI0156
 AI0156.The modeled gravity was interpolated from observed gravity values.
 AI0156
 AI0156;                    North         East    Units  Estimated Accuracy
 AI0156;SPC SD N     -   128,340.      312,390.      MT  (+/- 180 meters Scaled)
 AI0156
 AI0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK069760(NAD 83)
 AI0156
 AI0156                          SUPERSEDED SURVEY CONTROL
 AI0156
 AI0156.No superseded survey control is available for this station.
 AI0156
 AI0156_MARKER: DD = SURVEY DISK
 AI0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0156_STAMPING: 85-79.15 1997
 AI0156_MARK LOGO: SDSM
 AI0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0156+STABILITY: SURFACE MOTION
 AI0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0156+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0156
 AI0156  HISTORY     - Date     Condition        Report By
 AI0156  HISTORY     - 1997     MONUMENTED       SDDT
 AI0156  HISTORY     - 19980920 GOOD             NGS
 AI0156
 AI0156                          STATION DESCRIPTION
 AI0156
 AI0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0156'36.4 KM (22.60 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0156'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 266.0 M (872.7 FT) NORTHEAST OF
 AI0156'MILEPOST 79, 31.0 M (101.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AI0156'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 AI0156'SOUTHEAST OF THE CENTER OF A Y-FENCE CORNER, 0.4 M (1.3 FT) SOUTHEAST
 AI0156'OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE
 AI0156'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AI0156'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0157 ***********************************************************************
 AI0157  DESIGNATION -  85 080.20
 AI0157  PID         -  AI0157
 AI0157  STATE/COUNTY-  SD/BUTTE
 AI0157  COUNTRY     -  US
 AI0157  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 AI0157
 AI0157                         *CURRENT SURVEY CONTROL
 AI0157  ______________________________________________________________________
 AI0157* NAD 83(1986) POSITION- 44 56 17.     (N) 103 37 38.     (W)   SCALED
 AI0157* NAVD 88 ORTHO HEIGHT -   979.139 (meters)     3212.39  (feet) ADJUSTED
 AI0157  ______________________________________________________________________
 AI0157  GEOID HEIGHT    -        -16.102 (meters)                     GEOID18
 AI0157  DYNAMIC HEIGHT  -        978.891 (meters)     3211.58  (feet) COMP
 AI0157  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 AI0157
 AI0157  VERT ORDER      -  FIRST     CLASS II
 AI0157
 AI0157.The horizontal coordinates were scaled from a map and have
 AI0157.an estimated accuracy of +/- 6 seconds.
 AI0157
 AI0157.The orthometric height was determined by differential leveling and
 AI0157.adjusted by the NATIONAL GEODETIC SURVEY
 AI0157.in April 2000.
 AI0157
 AI0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0157.GEOID18 height accuracy estimate available here.
 AI0157
 AI0157.Click photographs - Photos may exist for this station.
 AI0157
 AI0157.The dynamic height is computed by dividing the NAVD 88
 AI0157.geopotential number by the normal gravity value computed on the
 AI0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0157.degrees latitude (g = 980.6199 gals.).
 AI0157
 AI0157.The modeled gravity was interpolated from observed gravity values.
 AI0157
 AI0157;                    North         East    Units  Estimated Accuracy
 AI0157;SPC SD N     -   129,170.      313,810.      MT  (+/- 180 meters Scaled)
 AI0157
 AI0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK083769(NAD 83)
 AI0157
 AI0157                          SUPERSEDED SURVEY CONTROL
 AI0157
 AI0157.No superseded survey control is available for this station.
 AI0157
 AI0157_MARKER: DD = SURVEY DISK
 AI0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0157_STAMPING: 85-80.20 1997
 AI0157_MARK LOGO: SDSM
 AI0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0157+STABILITY: SURFACE MOTION
 AI0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0157+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 AI0157
 AI0157  HISTORY     - Date     Condition        Report By
 AI0157  HISTORY     - 1997     MONUMENTED       SDDT
 AI0157  HISTORY     - 19980920 GOOD             NGS
 AI0157
 AI0157                          STATION DESCRIPTION
 AI0157
 AI0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0157'38.0 KM (23.60 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0157'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 262.0 M (859.6 FT) NORTHEAST OF
 AI0157'MILEPOST 80, 28.9 M (94.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.0
 AI0157'M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) EAST OF THE
 AI0157'SOUTHEAST END OF 2 BRACED FENCE POSTS, 0.6 M (2.0 FT) SOUTHEAST OF A
 AI0157'FENCE, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 AI0157'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 AI0157'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0158 ***********************************************************************
 AI0158  DESIGNATION -  85 081.30
 AI0158  PID         -  AI0158
 AI0158  STATE/COUNTY-  SD/BUTTE
 AI0158  COUNTRY     -  US
 AI0158  USGS QUAD   -  TWO TOP BUTTE EAST (2017)
 AI0158
 AI0158                         *CURRENT SURVEY CONTROL
 AI0158  ______________________________________________________________________
 AI0158* NAD 83(1986) POSITION- 44 56 46.68   (N) 103 36 28.09   (W)   HD_HELD1
 AI0158* NAVD 88 ORTHO HEIGHT -   976.826 (meters)     3204.80  (feet) ADJUSTED
 AI0158  ______________________________________________________________________
 AI0158  GEOID HEIGHT    -        -16.134 (meters)                     GEOID18
 AI0158  DYNAMIC HEIGHT  -        976.580 (meters)     3204.00  (feet) COMP
 AI0158  MODELED GRAVITY -    980,331.1   (mgal)                       NAVD 88
 AI0158
 AI0158  VERT ORDER      -  FIRST     CLASS II
 AI0158
 AI0158.The horizontal coordinates were determined by differentially corrected
 AI0158.hand held GPS observations or other comparable positioning techniques
 AI0158.and have an estimated accuracy of +/- 3 meters.
 AI0158
 AI0158.The orthometric height was determined by differential leveling and
 AI0158.adjusted by the NATIONAL GEODETIC SURVEY
 AI0158.in April 2000.
 AI0158
 AI0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0158.GEOID18 height accuracy estimate available here.
 AI0158
 AI0158.Click photographs - Photos may exist for this station.
 AI0158
 AI0158.The dynamic height is computed by dividing the NAVD 88
 AI0158.geopotential number by the normal gravity value computed on the
 AI0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0158.degrees latitude (g = 980.6199 gals.).
 AI0158
 AI0158.The modeled gravity was interpolated from observed gravity values.
 AI0158
 AI0158;                    North         East    Units  Estimated Accuracy
 AI0158;SPC SD N     -   130,018.3     315,381.7     MT  (+/- 3 meters HH1 GPS) 
 AI0158
 AI0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0982877927(NAD 83)
 AI0158
 AI0158                          SUPERSEDED SURVEY CONTROL
 AI0158
 AI0158.No superseded survey control is available for this station.
 AI0158
 AI0158_MARKER: Z = SEE DESCRIPTION
 AI0158_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0158_STAMPING: 85-81.30 1998
 AI0158_MARK LOGO: NGS
 AI0158_PROJECTION: FLUSH
 AI0158_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0158+STABILITY: POSITION/ELEVATION WELL
 AI0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0158+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0158_ROD/PIPE-DEPTH: 12.8 meters
 AI0158_SLEEVE-DEPTH  : 2.0 meters
 AI0158
 AI0158  HISTORY     - Date     Condition        Report By
 AI0158  HISTORY     - 1998     MONUMENTED       SDDT
 AI0158  HISTORY     - 19980928 GOOD             NGS
 AI0158
 AI0158                          STATION DESCRIPTION
 AI0158
 AI0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0158'37.5 KM (23.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0158'OF COUNTY ROAD 732 IN REDIG, 485.0 M (1591.2 FT) NORTHEAST OF MILEPOST
 AI0158'81, 29.9 M (98.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3
 AI0158'FT) SOUTHEAST OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT)
 AI0158'SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) NORTHWEST OF A METAL GUARD
 AI0158'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE
 AI0158'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI0158'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AI0158'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AI0158'CAP.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0160 ***********************************************************************
 AI0160  DESIGNATION -  85 083.85
 AI0160  PID         -  AI0160
 AI0160  STATE/COUNTY-  SD/BUTTE
 AI0160  COUNTRY     -  US
 AI0160  USGS QUAD   -  TWO TOP BUTTE EAST (2017)
 AI0160
 AI0160                         *CURRENT SURVEY CONTROL
 AI0160  ______________________________________________________________________
 AI0160* NAD 83(1986) POSITION- 44 58 22.     (N) 103 34 31.     (W)   SCALED
 AI0160* NAVD 88 ORTHO HEIGHT -   975.936 (meters)     3201.88  (feet) ADJUSTED
 AI0160  ______________________________________________________________________
 AI0160  GEOID HEIGHT    -        -16.196 (meters)                     GEOID18
 AI0160  DYNAMIC HEIGHT  -        975.696 (meters)     3201.10  (feet) COMP
 AI0160  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 AI0160
 AI0160  VERT ORDER      -  FIRST     CLASS II
 AI0160
 AI0160.The horizontal coordinates were scaled from a map and have
 AI0160.an estimated accuracy of +/- 6 seconds.
 AI0160
 AI0160.The orthometric height was determined by differential leveling and
 AI0160.adjusted by the NATIONAL GEODETIC SURVEY
 AI0160.in April 2000.
 AI0160
 AI0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0160.GEOID18 height accuracy estimate available here.
 AI0160
 AI0160.Click photographs - Photos may exist for this station.
 AI0160
 AI0160.The dynamic height is computed by dividing the NAVD 88
 AI0160.geopotential number by the normal gravity value computed on the
 AI0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0160.degrees latitude (g = 980.6199 gals.).
 AI0160
 AI0160.The modeled gravity was interpolated from observed gravity values.
 AI0160
 AI0160;                    North         East    Units  Estimated Accuracy
 AI0160;SPC SD N     -   132,840.      318,080.      MT  (+/- 180 meters Scaled)
 AI0160
 AI0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK123809(NAD 83)
 AI0160
 AI0160                          SUPERSEDED SURVEY CONTROL
 AI0160
 AI0160.No superseded survey control is available for this station.
 AI0160
 AI0160_MARKER: DD = SURVEY DISK
 AI0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0160_STAMPING: 85-83.85 1997
 AI0160_MARK LOGO: SDSM
 AI0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0160+STABILITY: SURFACE MOTION
 AI0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0160+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0160
 AI0160  HISTORY     - Date     Condition        Report By
 AI0160  HISTORY     - 1997     MONUMENTED       SDDT
 AI0160  HISTORY     - 19980928 GOOD             NGS
 AI0160
 AI0160                          STATION DESCRIPTION
 AI0160
 AI0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0160'33.8 KM (21.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0160'OF COUNTY ROAD 732 IN REDIG, 236.0 M (774.3 FT) SOUTH OF MILEPOST 84,
 AI0160'33.8 M (110.9 FT) EAST OF THE HIGHWAY CENTERLINE, 23.1 M (75.8 FT)
 AI0160'NORTH OF THE CENTER OF A PAVED ROAD LEADING EAST, 0.5 M (1.6 FT) WEST
 AI0160'OF A WITNESS POST AND THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.4 M (1.3
 AI0160'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AI0160'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0161 ***********************************************************************
 AI0161  DESIGNATION -  85 084.95
 AI0161  PID         -  AI0161
 AI0161  STATE/COUNTY-  SD/BUTTE
 AI0161  COUNTRY     -  US
 AI0161  USGS QUAD   -  TWO TOP BUTTE EAST (2017)
 AI0161
 AI0161                         *CURRENT SURVEY CONTROL
 AI0161  ______________________________________________________________________
 AI0161* NAD 83(1986) POSITION- 44 59 17.     (N) 103 34 04.     (W)   SCALED
 AI0161* NAVD 88 ORTHO HEIGHT -   954.056 (meters)     3130.10  (feet) ADJUSTED
 AI0161  ______________________________________________________________________
 AI0161  GEOID HEIGHT    -        -16.219 (meters)                     GEOID18
 AI0161  DYNAMIC HEIGHT  -        953.824 (meters)     3129.34  (feet) COMP
 AI0161  MODELED GRAVITY -    980,341.3   (mgal)                       NAVD 88
 AI0161
 AI0161  VERT ORDER      -  FIRST     CLASS II
 AI0161
 AI0161.The horizontal coordinates were scaled from a map and have
 AI0161.an estimated accuracy of +/- 6 seconds.
 AI0161
 AI0161.The orthometric height was determined by differential leveling and
 AI0161.adjusted by the NATIONAL GEODETIC SURVEY
 AI0161.in April 2000.
 AI0161
 AI0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0161.GEOID18 height accuracy estimate available here.
 AI0161
 AI0161.Click photographs - Photos may exist for this station.
 AI0161
 AI0161.The dynamic height is computed by dividing the NAVD 88
 AI0161.geopotential number by the normal gravity value computed on the
 AI0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0161.degrees latitude (g = 980.6199 gals.).
 AI0161
 AI0161.The modeled gravity was interpolated from observed gravity values.
 AI0161
 AI0161;                    North         East    Units  Estimated Accuracy
 AI0161;SPC SD N     -   134,510.      318,740.      MT  (+/- 180 meters Scaled)
 AI0161
 AI0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK129826(NAD 83)
 AI0161
 AI0161                          SUPERSEDED SURVEY CONTROL
 AI0161
 AI0161.No superseded survey control is available for this station.
 AI0161
 AI0161_MARKER: DD = SURVEY DISK
 AI0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0161_STAMPING: 85-84.95 1997
 AI0161_MARK LOGO: SDSM
 AI0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0161+STABILITY: SURFACE MOTION
 AI0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0161+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0161
 AI0161  HISTORY     - Date     Condition        Report By
 AI0161  HISTORY     - 1997     MONUMENTED       SDDT
 AI0161  HISTORY     - 19980928 GOOD             NGS
 AI0161
 AI0161                          STATION DESCRIPTION
 AI0161
 AI0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0161'31.6 KM (19.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0161'OF COUNTY ROAD 732 IN REDIG, 102.0 M (334.6 FT) SOUTH OF MILEPOST 85,
 AI0161'30.3 M (99.4 FT) EAST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) NORTH
 AI0161'OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT) WEST OF A
 AI0161'WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI0161'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 AI0161'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0162 ***********************************************************************
 AI0162  DESIGNATION -  85 085.95
 AI0162  PID         -  AI0162
 AI0162  STATE/COUNTY-  SD/BUTTE
 AI0162  COUNTRY     -  US
 AI0162  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0162
 AI0162                         *CURRENT SURVEY CONTROL
 AI0162  ______________________________________________________________________
 AI0162* NAD 83(1986) POSITION- 45 00 02.     (N) 103 33 35.     (W)   SCALED
 AI0162* NAVD 88 ORTHO HEIGHT -   922.171 (meters)     3025.49  (feet) ADJUSTED
 AI0162  ______________________________________________________________________
 AI0162  GEOID HEIGHT    -        -16.241 (meters)                     GEOID18
 AI0162  DYNAMIC HEIGHT  -        921.948 (meters)     3024.76  (feet) COMP
 AI0162  MODELED GRAVITY -    980,343.9   (mgal)                       NAVD 88
 AI0162
 AI0162  VERT ORDER      -  FIRST     CLASS II
 AI0162
 AI0162.The horizontal coordinates were scaled from a map and have
 AI0162.an estimated accuracy of +/- 6 seconds.
 AI0162
 AI0162.The orthometric height was determined by differential leveling and
 AI0162.adjusted by the NATIONAL GEODETIC SURVEY
 AI0162.in April 2000.
 AI0162
 AI0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0162.GEOID18 height accuracy estimate available here.
 AI0162
 AI0162.Click photographs - Photos may exist for this station.
 AI0162
 AI0162.The dynamic height is computed by dividing the NAVD 88
 AI0162.geopotential number by the normal gravity value computed on the
 AI0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0162.degrees latitude (g = 980.6199 gals.).
 AI0162
 AI0162.The modeled gravity was interpolated from observed gravity values.
 AI0162
 AI0162;                    North         East    Units  Estimated Accuracy
 AI0162;SPC SD N     -   135,870.      319,440.      MT  (+/- 180 meters Scaled)
 AI0162
 AI0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK135840(NAD 83)
 AI0162
 AI0162                          SUPERSEDED SURVEY CONTROL
 AI0162
 AI0162.No superseded survey control is available for this station.
 AI0162
 AI0162_MARKER: DD = SURVEY DISK
 AI0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0162_STAMPING: 85-85.95 1997
 AI0162_MARK LOGO: SDSM
 AI0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0162+STABILITY: SURFACE MOTION
 AI0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0162+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0162
 AI0162  HISTORY     - Date     Condition        Report By
 AI0162  HISTORY     - 1997     MONUMENTED       SDDT
 AI0162  HISTORY     - 19980928 GOOD             NGS
 AI0162
 AI0162                          STATION DESCRIPTION
 AI0162
 AI0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0162'30.1 KM (18.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0162'OF COUNTY ROAD 732 IN REDIG, 160.0 M (524.9 FT) SOUTH OF MILEPOST 86,
 AI0162'30.2 M (99.1 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 AI0162'THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTHWEST OF THE SOUTH END OF
 AI0162'2 BRACED FENCE POSTS, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE,
 AI0162'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI0162'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0163 ***********************************************************************
 AI0163  DESIGNATION -  85 086.95
 AI0163  PID         -  AI0163
 AI0163  STATE/COUNTY-  SD/BUTTE
 AI0163  COUNTRY     -  US
 AI0163  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0163
 AI0163                         *CURRENT SURVEY CONTROL
 AI0163  ______________________________________________________________________
 AI0163* NAD 83(1986) POSITION- 45 00 51.     (N) 103 33 07.     (W)   SCALED
 AI0163* NAVD 88 ORTHO HEIGHT -   915.184 (meters)     3002.57  (feet) ADJUSTED
 AI0163  ______________________________________________________________________
 AI0163  GEOID HEIGHT    -        -16.260 (meters)                     GEOID18
 AI0163  DYNAMIC HEIGHT  -        914.967 (meters)     3001.85  (feet) COMP
 AI0163  MODELED GRAVITY -    980,348.2   (mgal)                       NAVD 88
 AI0163
 AI0163  VERT ORDER      -  FIRST     CLASS II
 AI0163
 AI0163.The horizontal coordinates were scaled from a map and have
 AI0163.an estimated accuracy of +/- 6 seconds.
 AI0163
 AI0163.The orthometric height was determined by differential leveling and
 AI0163.adjusted by the NATIONAL GEODETIC SURVEY
 AI0163.in April 2000.
 AI0163
 AI0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0163.GEOID18 height accuracy estimate available here.
 AI0163
 AI0163.Click photographs - Photos may exist for this station.
 AI0163
 AI0163.The dynamic height is computed by dividing the NAVD 88
 AI0163.geopotential number by the normal gravity value computed on the
 AI0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0163.degrees latitude (g = 980.6199 gals.).
 AI0163
 AI0163.The modeled gravity was interpolated from observed gravity values.
 AI0163
 AI0163;                    North         East    Units  Estimated Accuracy
 AI0163;SPC SD N     -   137,360.      320,120.      MT  (+/- 180 meters Scaled)
 AI0163
 AI0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK141855(NAD 83)
 AI0163
 AI0163                          SUPERSEDED SURVEY CONTROL
 AI0163
 AI0163.No superseded survey control is available for this station.
 AI0163
 AI0163_MARKER: P = PIPE CAP
 AI0163_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0163_STAMPING: 85-86.95 1998
 AI0163_MARK LOGO: NGS
 AI0163_PROJECTION: FLUSH
 AI0163_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0163+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 AI0163_ROD/PIPE-DEPTH: 12.8 meters
 AI0163_SLEEVE-DEPTH  : 2.0 meters
 AI0163
 AI0163  HISTORY     - Date     Condition        Report By
 AI0163  HISTORY     - 1998     MONUMENTED       SDDT
 AI0163  HISTORY     - 19980928 GOOD             NGS
 AI0163  HISTORY     - 20201022 GOOD             SDDT
 AI0163
 AI0163                          STATION DESCRIPTION
 AI0163
 AI0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0163'28.4 KM (17.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0163'OF COUNTY ROAD 732 IN REDIG, 100.0 M (328.1 FT) SOUTHWEST OF MILEPOST
 AI0163'87, 30.0 M (98.4 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AI0163'ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHEAST OF THE NORTH
 AI0163'END OF 2 BRACED FENCE POSTS, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND
 AI0163'FENCE, AND 0.3 M (1.0 FT) WEST OF A METAL GUARD POST.  NOTE--THE DATUM
 AI0163'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI0163'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AI0163'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AI0163'THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0163
 AI0163                          STATION RECOVERY (2020)
 AI0163
 AI0163'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0164 ***********************************************************************
 AI0164  DESIGNATION -  85 087.85
 AI0164  PID         -  AI0164
 AI0164  STATE/COUNTY-  SD/BUTTE
 AI0164  COUNTRY     -  US
 AI0164  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0164
 AI0164                         *CURRENT SURVEY CONTROL
 AI0164  ______________________________________________________________________
 AI0164* NAD 83(1986) POSITION- 45 01 38.43   (N) 103 32 53.72   (W)   HD_HELD1
 AI0164* NAVD 88 ORTHO HEIGHT -   901.859 (meters)     2958.85  (feet) ADJUSTED
 AI0164  ______________________________________________________________________
 AI0164  GEOID HEIGHT    -        -16.271 (meters)                     GEOID18
 AI0164  DYNAMIC HEIGHT  -        901.648 (meters)     2958.16  (feet) COMP
 AI0164  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 AI0164
 AI0164  VERT ORDER      -  FIRST     CLASS II
 AI0164
 AI0164.The horizontal coordinates were determined by differentially corrected
 AI0164.hand held GPS observations or other comparable positioning techniques
 AI0164.and have an estimated accuracy of +/- 3 meters.
 AI0164
 AI0164.The orthometric height was determined by differential leveling and
 AI0164.adjusted by the NATIONAL GEODETIC SURVEY
 AI0164.in April 2000.
 AI0164
 AI0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0164.GEOID18 height accuracy estimate available here.
 AI0164
 AI0164.Click photographs - Photos may exist for this station.
 AI0164
 AI0164.The dynamic height is computed by dividing the NAVD 88
 AI0164.geopotential number by the normal gravity value computed on the
 AI0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0164.degrees latitude (g = 980.6199 gals.).
 AI0164
 AI0164.The modeled gravity was interpolated from observed gravity values.
 AI0164
 AI0164;                    North         East    Units  Estimated Accuracy
 AI0164;SPC SD N     -   138,807.8     320,470.9     MT  (+/- 3 meters HH1 GPS) 
 AI0164
 AI0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1436587012(NAD 83)
 AI0164
 AI0164                          SUPERSEDED SURVEY CONTROL
 AI0164
 AI0164.No superseded survey control is available for this station.
 AI0164
 AI0164_MARKER: DD = SURVEY DISK
 AI0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0164_STAMPING: 85-87.85 1997
 AI0164_MARK LOGO: SDSM
 AI0164_PROJECTION: FLUSH
 AI0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0164+STABILITY: SURFACE MOTION
 AI0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0164+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 AI0164
 AI0164  HISTORY     - Date     Condition        Report By
 AI0164  HISTORY     - 1997     MONUMENTED       SDDT
 AI0164  HISTORY     - 19980928 GOOD             NGS
 AI0164  HISTORY     - 20201022 GOOD             SDDT
 AI0164
 AI0164                          STATION DESCRIPTION
 AI0164
 AI0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0164'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0164'OF COUNTY ROAD 732 IN REDIG, 285.0 M (935.0 FT) SOUTH OF MILEPOST 88,
 AI0164'74.5 M (244.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HIGHWAY
 AI0164'BRIDGE SPANNING BATTLE CREEK, 29.9 M (98.1 FT) EAST OF THE HIGHWAY
 AI0164'CENTERLINE, 6.0 M (19.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 AI0164'2.9 M (9.5 FT) SOUTH OF THE NORTH END OF 3 BRACED FENCE POSTS, 1.0 M
 AI0164'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A
 AI0164'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI0164'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0164
 AI0164                          STATION RECOVERY (2020)
 AI0164
 AI0164'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0165 ***********************************************************************
 AI0165  DESIGNATION -  85 088.90
 AI0165  PID         -  AI0165
 AI0165  STATE/COUNTY-  SD/BUTTE
 AI0165  COUNTRY     -  US
 AI0165  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0165
 AI0165                         *CURRENT SURVEY CONTROL
 AI0165  ______________________________________________________________________
 AI0165* NAD 83(1986) POSITION- 45 02 36.     (N) 103 32 55.     (W)   SCALED
 AI0165* NAVD 88 ORTHO HEIGHT -   925.351 (meters)     3035.92  (feet) ADJUSTED
 AI0165  ______________________________________________________________________
 AI0165  GEOID HEIGHT    -        -16.277 (meters)                     GEOID18
 AI0165  DYNAMIC HEIGHT  -        925.138 (meters)     3035.22  (feet) COMP
 AI0165  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 AI0165
 AI0165  VERT ORDER      -  FIRST     CLASS II
 AI0165
 AI0165.The horizontal coordinates were scaled from a map and have
 AI0165.an estimated accuracy of +/- 6 seconds.
 AI0165
 AI0165.The orthometric height was determined by differential leveling and
 AI0165.adjusted by the NATIONAL GEODETIC SURVEY
 AI0165.in April 2000.
 AI0165
 AI0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0165.GEOID18 height accuracy estimate available here.
 AI0165
 AI0165.Click photographs - Photos may exist for this station.
 AI0165
 AI0165.The dynamic height is computed by dividing the NAVD 88
 AI0165.geopotential number by the normal gravity value computed on the
 AI0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0165.degrees latitude (g = 980.6199 gals.).
 AI0165
 AI0165.The modeled gravity was interpolated from observed gravity values.
 AI0165
 AI0165;                    North         East    Units  Estimated Accuracy
 AI0165;SPC SD N     -   140,580.      320,520.      MT  (+/- 180 meters Scaled)
 AI0165
 AI0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK143887(NAD 83)
 AI0165
 AI0165                          SUPERSEDED SURVEY CONTROL
 AI0165
 AI0165.No superseded survey control is available for this station.
 AI0165
 AI0165_MARKER: DD = SURVEY DISK
 AI0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0165_STAMPING: 85-88.90 1997
 AI0165_MARK LOGO: SDSM
 AI0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0165+STABILITY: SURFACE MOTION
 AI0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0165+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0165
 AI0165  HISTORY     - Date     Condition        Report By
 AI0165  HISTORY     - 1997     MONUMENTED       SDDT
 AI0165  HISTORY     - 19980928 GOOD             NGS
 AI0165
 AI0165                          STATION DESCRIPTION
 AI0165
 AI0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0165'25.3 KM (15.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0165'OF COUNTY ROAD 732 IN REDIG, 201.0 M (659.4 FT) SOUTH OF MILEPOST 89,
 AI0165'29.7 M (97.4 FT) EAST OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) SOUTH
 AI0165'OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) WEST OF A WITNESS
 AI0165'POST AND THE CENTER 1 OF 3 BRACED FENCE POSTS, 0.3 M (1.0 FT) BELOW
 AI0165'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI0165'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0166 ***********************************************************************
 AI0166  DESIGNATION -  85 089.95
 AI0166  PID         -  AI0166
 AI0166  STATE/COUNTY-  SD/BUTTE
 AI0166  COUNTRY     -  US
 AI0166  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0166
 AI0166                         *CURRENT SURVEY CONTROL
 AI0166  ______________________________________________________________________
 AI0166* NAD 83(1986) POSITION- 45 03 28.     (N) 103 32 54.     (W)   SCALED
 AI0166* NAVD 88 ORTHO HEIGHT -   911.934 (meters)     2991.90  (feet) ADJUSTED
 AI0166  ______________________________________________________________________
 AI0166  GEOID HEIGHT    -        -16.282 (meters)                     GEOID18
 AI0166  DYNAMIC HEIGHT  -        911.727 (meters)     2991.22  (feet) COMP
 AI0166  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 AI0166
 AI0166  VERT ORDER      -  FIRST     CLASS II
 AI0166
 AI0166.The horizontal coordinates were scaled from a map and have
 AI0166.an estimated accuracy of +/- 6 seconds.
 AI0166
 AI0166.The orthometric height was determined by differential leveling and
 AI0166.adjusted by the NATIONAL GEODETIC SURVEY
 AI0166.in April 2000.
 AI0166
 AI0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0166.GEOID18 height accuracy estimate available here.
 AI0166
 AI0166.Click photographs - Photos may exist for this station.
 AI0166
 AI0166.The dynamic height is computed by dividing the NAVD 88
 AI0166.geopotential number by the normal gravity value computed on the
 AI0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0166.degrees latitude (g = 980.6199 gals.).
 AI0166
 AI0166.The modeled gravity was interpolated from observed gravity values.
 AI0166
 AI0166;                    North         East    Units  Estimated Accuracy
 AI0166;SPC SD N     -   142,190.      320,610.      MT  (+/- 180 meters Scaled)
 AI0166
 AI0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK142903(NAD 83)
 AI0166
 AI0166                          SUPERSEDED SURVEY CONTROL
 AI0166
 AI0166.No superseded survey control is available for this station.
 AI0166
 AI0166_MARKER: DD = SURVEY DISK
 AI0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0166_STAMPING: 85-89.95 1997
 AI0166_MARK LOGO: SDSM
 AI0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0166+STABILITY: SURFACE MOTION
 AI0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0166+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0166
 AI0166  HISTORY     - Date     Condition        Report By
 AI0166  HISTORY     - 1997     MONUMENTED       SDDT
 AI0166  HISTORY     - 19980928 GOOD             NGS
 AI0166
 AI0166                          STATION DESCRIPTION
 AI0166
 AI0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0166'23.6 KM (14.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0166'OF COUNTY ROAD 732 IN REDIG, 96.0 M (315.0 FT) SOUTH OF MILEPOST 90,
 AI0166'30.2 M (99.1 FT) EAST OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT)
 AI0166'SOUTHWEST OF THE NORTH END OF 2 BRACED FENCE POSTS, 1.3 M (4.3 FT)
 AI0166'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST
 AI0166'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0166'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0167 ***********************************************************************
 AI0167  DESIGNATION -  85 090.95
 AI0167  PID         -  AI0167
 AI0167  STATE/COUNTY-  SD/BUTTE
 AI0167  COUNTRY     -  US
 AI0167  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0167
 AI0167                         *CURRENT SURVEY CONTROL
 AI0167  ______________________________________________________________________
 AI0167* NAD 83(1986) POSITION- 45 04 22.     (N) 103 32 55.     (W)   SCALED
 AI0167* NAVD 88 ORTHO HEIGHT -   928.131 (meters)     3045.04  (feet) ADJUSTED
 AI0167  ______________________________________________________________________
 AI0167  GEOID HEIGHT    -        -16.289 (meters)                     GEOID18
 AI0167  DYNAMIC HEIGHT  -        927.921 (meters)     3044.35  (feet) COMP
 AI0167  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 AI0167
 AI0167  VERT ORDER      -  FIRST     CLASS II
 AI0167
 AI0167.The horizontal coordinates were scaled from a map and have
 AI0167.an estimated accuracy of +/- 6 seconds.
 AI0167
 AI0167.The orthometric height was determined by differential leveling and
 AI0167.adjusted by the NATIONAL GEODETIC SURVEY
 AI0167.in April 2000.
 AI0167
 AI0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0167.GEOID18 height accuracy estimate available here.
 AI0167
 AI0167.Click photographs - Photos may exist for this station.
 AI0167
 AI0167.The dynamic height is computed by dividing the NAVD 88
 AI0167.geopotential number by the normal gravity value computed on the
 AI0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0167.degrees latitude (g = 980.6199 gals.).
 AI0167
 AI0167.The modeled gravity was interpolated from observed gravity values.
 AI0167
 AI0167;                    North         East    Units  Estimated Accuracy
 AI0167;SPC SD N     -   143,850.      320,660.      MT  (+/- 180 meters Scaled)
 AI0167
 AI0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK142920(NAD 83)
 AI0167
 AI0167                          SUPERSEDED SURVEY CONTROL
 AI0167
 AI0167.No superseded survey control is available for this station.
 AI0167
 AI0167_MARKER: DD = SURVEY DISK
 AI0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0167_STAMPING: 85-90.95 1997
 AI0167_MARK LOGO: SDSM
 AI0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0167+STABILITY: SURFACE MOTION
 AI0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0167+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0167
 AI0167  HISTORY     - Date     Condition        Report By
 AI0167  HISTORY     - 1997     MONUMENTED       SDDT
 AI0167  HISTORY     - 19980928 GOOD             NGS
 AI0167
 AI0167                          STATION DESCRIPTION
 AI0167
 AI0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0167'22.0 KM (13.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0167'OF COUNTY ROAD 732 IN REDIG, 82.0 M (269.0 FT) SOUTH OF MILEPOST 91,
 AI0167'29.2 M (95.8 FT) EAST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) SOUTH
 AI0167'OF THE NORTH END OF 4 BRACED FENCE POSTS, 0.6 M (2.0 FT) WEST OF A
 AI0167'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI0167'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI0167'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0168 ***********************************************************************
 AI0168  CBN         -  This is a Cooperative Base Network Control Station.
 AI0168  DESIGNATION -  85 091.85
 AI0168  PID         -  AI0168
 AI0168  STATE/COUNTY-  SD/BUTTE
 AI0168  COUNTRY     -  US
 AI0168  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0168
 AI0168                         *CURRENT SURVEY CONTROL
 AI0168  ______________________________________________________________________
 AI0168* NAD 83(2011) POSITION- 45 05 07.13098(N) 103 32 56.48520(W)   ADJUSTED
 AI0168* NAD 83(2011) ELLIP HT-   876.841 (meters)        (06/27/12)   ADJUSTED
 AI0168* NAD 83(2011) EPOCH   -  2010.00
 AI0168* NAVD 88 ORTHO HEIGHT -   893.144 (meters)     2930.26  (feet) ADJUSTED
 AI0168  ______________________________________________________________________
 AI0168  GEOID HEIGHT    -        -16.294 (meters)                     GEOID18
 AI0168  NAD 83(2011) X  - -1,056,942.048 (meters)                     COMP
 AI0168  NAD 83(2011) Y  - -4,385,944.910 (meters)                     COMP
 AI0168  NAD 83(2011) Z  -  4,494,668.568 (meters)                     COMP
 AI0168  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 AI0168  DYNAMIC HEIGHT  -        892.942 (meters)     2929.59  (feet) COMP
 AI0168  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 AI0168
 AI0168  VERT ORDER      -  FIRST     CLASS II
 AI0168
 AI0168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI0168  Standards:
 AI0168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI0168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI0168  -------------------------------------------------------------------
 AI0168  NETWORK    0.64   1.27           0.29   0.22   0.65     -0.07473588
 AI0168  -------------------------------------------------------------------
 AI0168  Click here for local accuracies and other accuracy information.
 AI0168
 AI0168.The horizontal coordinates were established by GPS observations
 AI0168.and adjusted by the National Geodetic Survey in June 2012.
 AI0168
 AI0168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI0168.been affixed to the stable North American tectonic plate. See 
 AI0168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI0168
 AI0168.The horizontal coordinates are valid at the epoch date displayed above
 AI0168.which is a decimal equivalence of Year/Month/Day.
 AI0168
 AI0168.The orthometric height was determined by differential leveling and
 AI0168.adjusted by the NATIONAL GEODETIC SURVEY
 AI0168.in April 2000.
 AI0168
 AI0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0168.GEOID18 height accuracy estimate available here.
 AI0168
 AI0168.Click photographs - Photos may exist for this station.
 AI0168
 AI0168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0168
 AI0168.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI0168
 AI0168.The ellipsoidal height was determined by GPS observations
 AI0168.and is referenced to NAD 83.
 AI0168
 AI0168.The dynamic height is computed by dividing the NAVD 88
 AI0168.geopotential number by the normal gravity value computed on the
 AI0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0168.degrees latitude (g = 980.6199 gals.).
 AI0168
 AI0168.The modeled gravity was interpolated from observed gravity values.
 AI0168
 AI0168. The following values were computed from the NAD 83(2011) position.
 AI0168
 AI0168;                    North         East     Units Scale Factor Converg.
 AI0168;SPC SD N     -   145,246.492   320,692.746   MT  0.99993929   -2 30 42.4
 AI0168;SPC SD N     -   476,529.53  1,052,139.45   sFT  0.99993929   -2 30 42.4
 AI0168;UTM  13      - 4,993,451.818   614,189.275   MT  0.99976033   +1 01 39.5
 AI0168
 AI0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0168!SPC SD N     -   0.99986254  x   0.99993929  =   0.99980184
 AI0168!UTM  13      -   0.99986254  x   0.99976033  =   0.99962291
 AI0168
 AI0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1418993451(NAD 83)
 AI0168
 AI0168                          SUPERSEDED SURVEY CONTROL
 AI0168
 AI0168  NAD 83(2007)-  45 05 07.13088(N)    103 32 56.48637(W) AD(2002.00) 0
 AI0168  ELLIP H (02/10/07)  876.870  (m)                       GP(2002.00)    
 AI0168  NAD 83(1996)-  45 05 07.13029(N)    103 32 56.48635(W) AD(       ) A
 AI0168  ELLIP H (06/23/03)  876.858  (m)                       GP(       ) 3 1
 AI0168  NAVD 88             893.14   (m)         2930.2    (f) LEVELING    3  
 AI0168
 AI0168.Superseded values are not recommended for survey control.
 AI0168
 AI0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0168.See file dsdata.pdf to determine how the superseded data were derived.
 AI0168
 AI0168_MARKER: Z = SEE DESCRIPTION
 AI0168_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0168_STAMPING: 85-91.85 1998
 AI0168_MARK LOGO: NGS
 AI0168_PROJECTION: FLUSH
 AI0168_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0168+STABILITY: POSITION/ELEVATION WELL
 AI0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0168+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AI0168_ROD/PIPE-DEPTH: 12.8 meters
 AI0168_SLEEVE-DEPTH  : 2.00 meters
 AI0168
 AI0168  HISTORY     - Date     Condition        Report By
 AI0168  HISTORY     - 1998     MONUMENTED       SDDT
 AI0168  HISTORY     - 19980928 GOOD             NGS
 AI0168  HISTORY     - 20020514 GOOD             SDDT
 AI0168
 AI0168                          STATION DESCRIPTION
 AI0168
 AI0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0168'20.6 KM (12.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0168'OF COUNTY ROAD 732 IN REDIG, 233.0 M (764.4 FT) SOUTH OF MILEPOST 92,
 AI0168'29.8 M (97.8 FT) WEST OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) SOUTH
 AI0168'OF THE CENTER OF A FIELD ENTRANCE, 3.0 M (9.8 FT) BELOW THE LEVEL OF
 AI0168'THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.4
 AI0168'M (1.3 FT) WEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AI0168'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AI0168'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AI0168'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AI0168'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0168
 AI0168                          STATION RECOVERY (2002)
 AI0168
 AI0168'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AI0168'RECOVERED AS DESCRIBED
 AI0168'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0169 ***********************************************************************
 AI0169  DESIGNATION -  85 092.85
 AI0169  PID         -  AI0169
 AI0169  STATE/COUNTY-  SD/BUTTE
 AI0169  COUNTRY     -  US
 AI0169  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0169
 AI0169                         *CURRENT SURVEY CONTROL
 AI0169  ______________________________________________________________________
 AI0169* NAD 83(1986) POSITION- 45 06 00.     (N) 103 32 57.     (W)   SCALED
 AI0169* NAVD 88 ORTHO HEIGHT -   911.010 (meters)     2988.87  (feet) ADJUSTED
 AI0169  ______________________________________________________________________
 AI0169  GEOID HEIGHT    -        -16.296 (meters)                     GEOID18
 AI0169  DYNAMIC HEIGHT  -        910.807 (meters)     2988.21  (feet) COMP
 AI0169  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 AI0169
 AI0169  VERT ORDER      -  FIRST     CLASS II
 AI0169
 AI0169.The horizontal coordinates were scaled from a map and have
 AI0169.an estimated accuracy of +/- 6 seconds.
 AI0169
 AI0169.The orthometric height was determined by differential leveling and
 AI0169.adjusted by the NATIONAL GEODETIC SURVEY
 AI0169.in April 2000.
 AI0169
 AI0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0169.GEOID18 height accuracy estimate available here.
 AI0169
 AI0169.Click photographs - Photos may exist for this station.
 AI0169
 AI0169.The dynamic height is computed by dividing the NAVD 88
 AI0169.geopotential number by the normal gravity value computed on the
 AI0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0169.degrees latitude (g = 980.6199 gals.).
 AI0169
 AI0169.The modeled gravity was interpolated from observed gravity values.
 AI0169
 AI0169;                    North         East    Units  Estimated Accuracy
 AI0169;SPC SD N     -   146,880.      320,750.      MT  (+/- 180 meters Scaled)
 AI0169
 AI0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK141950(NAD 83)
 AI0169
 AI0169                          SUPERSEDED SURVEY CONTROL
 AI0169
 AI0169.No superseded survey control is available for this station.
 AI0169
 AI0169_MARKER: DD = SURVEY DISK
 AI0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0169_STAMPING: 85-92.85 1997
 AI0169_MARK LOGO: SDSM
 AI0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0169+STABILITY: SURFACE MOTION
 AI0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0169+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0169
 AI0169  HISTORY     - Date     Condition        Report By
 AI0169  HISTORY     - 1997     MONUMENTED       SDDT
 AI0169  HISTORY     - 19980928 GOOD             NGS
 AI0169
 AI0169                          STATION DESCRIPTION
 AI0169
 AI0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0169'18.9 KM (11.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0169'OF COUNTY ROAD 732 IN REDIG, 235.0 M (771.0 FT) SOUTH OF MILEPOST 93,
 AI0169'51.3 M (168.3 FT) NORTHWEST OF THE WEST END OF A CULVERT UNDER THE
 AI0169'HIGHWAY, 35.8 M (117.5 FT) WEST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6
 AI0169'FT) EAST OF A FENCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0
 AI0169'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 AI0169'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0169'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0170 ***********************************************************************
 AI0170  DESIGNATION -  85 093.90
 AI0170  PID         -  AI0170
 AI0170  STATE/COUNTY-  SD/BUTTE
 AI0170  COUNTRY     -  US
 AI0170  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 AI0170
 AI0170                         *CURRENT SURVEY CONTROL
 AI0170  ______________________________________________________________________
 AI0170* NAD 83(1986) POSITION- 45 06 53.     (N) 103 32 56.     (W)   SCALED
 AI0170* NAVD 88 ORTHO HEIGHT -   906.579 (meters)     2974.33  (feet) ADJUSTED
 AI0170  ______________________________________________________________________
 AI0170  GEOID HEIGHT    -        -16.299 (meters)                     GEOID18
 AI0170  DYNAMIC HEIGHT  -        906.378 (meters)     2973.68  (feet) COMP
 AI0170  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 AI0170
 AI0170  VERT ORDER      -  FIRST     CLASS II
 AI0170
 AI0170.The horizontal coordinates were scaled from a map and have
 AI0170.an estimated accuracy of +/- 6 seconds.
 AI0170
 AI0170.The orthometric height was determined by differential leveling and
 AI0170.adjusted by the NATIONAL GEODETIC SURVEY
 AI0170.in April 2000.
 AI0170
 AI0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0170.GEOID18 height accuracy estimate available here.
 AI0170
 AI0170.Click photographs - Photos may exist for this station.
 AI0170
 AI0170.The dynamic height is computed by dividing the NAVD 88
 AI0170.geopotential number by the normal gravity value computed on the
 AI0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0170.degrees latitude (g = 980.6199 gals.).
 AI0170
 AI0170.The modeled gravity was interpolated from observed gravity values.
 AI0170
 AI0170;                    North         East    Units  Estimated Accuracy
 AI0170;SPC SD N     -   148,510.      320,850.      MT  (+/- 180 meters Scaled)
 AI0170
 AI0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK141967(NAD 83)
 AI0170
 AI0170                          SUPERSEDED SURVEY CONTROL
 AI0170
 AI0170.No superseded survey control is available for this station.
 AI0170
 AI0170_MARKER: DD = SURVEY DISK
 AI0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0170_STAMPING: 85-93.90 1997
 AI0170_MARK LOGO: SDSM
 AI0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0170+STABILITY: SURFACE MOTION
 AI0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0170+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0170
 AI0170  HISTORY     - Date     Condition        Report By
 AI0170  HISTORY     - 1997     MONUMENTED       SDDT
 AI0170  HISTORY     - 19980928 GOOD             NGS
 AI0170
 AI0170                          STATION DESCRIPTION
 AI0170
 AI0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0170'17.3 KM (10.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0170'OF COUNTY ROAD 732 IN REDIG, 178.0 M (584.0 FT) SOUTH OF MILEPOST 94,
 AI0170'29.9 M (98.1 FT) WEST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) NORTH
 AI0170'OF THE SOUTH END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT) EAST OF A
 AI0170'WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI0170'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AI0170'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0171 ***********************************************************************
 AI0171  DESIGNATION -  85 094.85
 AI0171  PID         -  AI0171
 AI0171  STATE/COUNTY-  SD/BUTTE
 AI0171  COUNTRY     -  US
 AI0171  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0171
 AI0171                         *CURRENT SURVEY CONTROL
 AI0171  ______________________________________________________________________
 AI0171* NAD 83(1986) POSITION- 45 07 45.     (N) 103 32 55.     (W)   SCALED
 AI0171* NAVD 88 ORTHO HEIGHT -   890.589 (meters)     2921.87  (feet) ADJUSTED
 AI0171  ______________________________________________________________________
 AI0171  GEOID HEIGHT    -        -16.301 (meters)                     GEOID18
 AI0171  DYNAMIC HEIGHT  -        890.395 (meters)     2921.24  (feet) COMP
 AI0171  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 AI0171
 AI0171  VERT ORDER      -  FIRST     CLASS II
 AI0171
 AI0171.The horizontal coordinates were scaled from a map and have
 AI0171.an estimated accuracy of +/- 6 seconds.
 AI0171
 AI0171.The orthometric height was determined by differential leveling and
 AI0171.adjusted by the NATIONAL GEODETIC SURVEY
 AI0171.in April 2000.
 AI0171
 AI0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0171.GEOID18 height accuracy estimate available here.
 AI0171
 AI0171.Click photographs - Photos may exist for this station.
 AI0171
 AI0171.The dynamic height is computed by dividing the NAVD 88
 AI0171.geopotential number by the normal gravity value computed on the
 AI0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0171.degrees latitude (g = 980.6199 gals.).
 AI0171
 AI0171.The modeled gravity was interpolated from observed gravity values.
 AI0171
 AI0171;                    North         East    Units  Estimated Accuracy
 AI0171;SPC SD N     -   150,110.      320,940.      MT  (+/- 180 meters Scaled)
 AI0171
 AI0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK141983(NAD 83)
 AI0171
 AI0171                          SUPERSEDED SURVEY CONTROL
 AI0171
 AI0171.No superseded survey control is available for this station.
 AI0171
 AI0171_MARKER: DD = SURVEY DISK
 AI0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0171_STAMPING: 85-94.85 1997
 AI0171_MARK LOGO: SDSM
 AI0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0171+STABILITY: SURFACE MOTION
 AI0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0171+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0171
 AI0171  HISTORY     - Date     Condition        Report By
 AI0171  HISTORY     - 1997     MONUMENTED       SDDT
 AI0171  HISTORY     - 19980928 GOOD             NGS
 AI0171
 AI0171                          STATION DESCRIPTION
 AI0171
 AI0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0171'15.7 KM (9.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0171'COUNTY ROAD 732 IN REDIG, 280.0 M (918.6 FT) NORTH OF THE NORTH END OF
 AI0171'A HIGHWAY BRIDGE SPANNING THE SOUTH FORK OF THE MOREAU RIVER, 231.0 M
 AI0171'(757.9 FT) SOUTH OF MILEPOST 95, 29.9 M (98.1 FT) EAST OF THE HIGHWAY
 AI0171'CENTERLINE, 6.8 M (22.3 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE,
 AI0171'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF
 AI0171'A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AI0171'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0171'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0172 ***********************************************************************
 AI0172  DESIGNATION -  85 095.95
 AI0172  PID         -  AI0172
 AI0172  STATE/COUNTY-  SD/BUTTE
 AI0172  COUNTRY     -  US
 AI0172  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0172
 AI0172                         *CURRENT SURVEY CONTROL
 AI0172  ______________________________________________________________________
 AI0172* NAD 83(1986) POSITION- 45 08 41.     (N) 103 32 56.     (W)   SCALED
 AI0172* NAVD 88 ORTHO HEIGHT -   898.748 (meters)     2948.64  (feet) ADJUSTED
 AI0172  ______________________________________________________________________
 AI0172  GEOID HEIGHT    -        -16.300 (meters)                     GEOID18
 AI0172  DYNAMIC HEIGHT  -        898.552 (meters)     2948.00  (feet) COMP
 AI0172  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 AI0172
 AI0172  VERT ORDER      -  FIRST     CLASS II
 AI0172
 AI0172.The horizontal coordinates were scaled from a map and have
 AI0172.an estimated accuracy of +/- 6 seconds.
 AI0172
 AI0172.The orthometric height was determined by differential leveling and
 AI0172.adjusted by the NATIONAL GEODETIC SURVEY
 AI0172.in April 2000.
 AI0172
 AI0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0172.GEOID18 height accuracy estimate available here.
 AI0172
 AI0172.Click photographs - Photos may exist for this station.
 AI0172
 AI0172.The dynamic height is computed by dividing the NAVD 88
 AI0172.geopotential number by the normal gravity value computed on the
 AI0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0172.degrees latitude (g = 980.6199 gals.).
 AI0172
 AI0172.The modeled gravity was interpolated from observed gravity values.
 AI0172
 AI0172;                    North         East    Units  Estimated Accuracy
 AI0172;SPC SD N     -   151,840.      320,990.      MT  (+/- 180 meters Scaled)
 AI0172
 AI0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL140000(NAD 83)
 AI0172
 AI0172                          SUPERSEDED SURVEY CONTROL
 AI0172
 AI0172.No superseded survey control is available for this station.
 AI0172
 AI0172_MARKER: DD = SURVEY DISK
 AI0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0172_STAMPING: 85-95.95 1997
 AI0172_MARK LOGO: SDSM
 AI0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0172+STABILITY: SURFACE MOTION
 AI0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0172+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0172
 AI0172  HISTORY     - Date     Condition        Report By
 AI0172  HISTORY     - 1997     MONUMENTED       SDDT
 AI0172  HISTORY     - 19980928 GOOD             NGS
 AI0172
 AI0172                          STATION DESCRIPTION
 AI0172
 AI0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0172'14.0 KM (8.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0172'COUNTY ROAD 732 IN REDIG, 113.0 M (370.7 FT) SOUTH OF MILEPOST 96,
 AI0172'29.8 M (97.8 FT) WEST OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT)
 AI0172'NORTHEAST OF THE SOUTH END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT)
 AI0172'EAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AI0172'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0172'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0173 ***********************************************************************
 AI0173  DESIGNATION -  85 097.00
 AI0173  PID         -  AI0173
 AI0173  STATE/COUNTY-  SD/BUTTE
 AI0173  COUNTRY     -  US
 AI0173  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0173
 AI0173                         *CURRENT SURVEY CONTROL
 AI0173  ______________________________________________________________________
 AI0173* NAD 83(1986) POSITION- 45 09 35.44   (N) 103 32 53.84   (W)   HD_HELD1
 AI0173* NAVD 88 ORTHO HEIGHT -   894.342 (meters)     2934.19  (feet) ADJUSTED
 AI0173  ______________________________________________________________________
 AI0173  GEOID HEIGHT    -        -16.296 (meters)                     GEOID18
 AI0173  DYNAMIC HEIGHT  -        894.147 (meters)     2933.55  (feet) COMP
 AI0173  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 AI0173
 AI0173  VERT ORDER      -  FIRST     CLASS II
 AI0173
 AI0173.The horizontal coordinates were determined by differentially corrected
 AI0173.hand held GPS observations or other comparable positioning techniques
 AI0173.and have an estimated accuracy of +/- 3 meters.
 AI0173
 AI0173.The orthometric height was determined by differential leveling and
 AI0173.adjusted by the NATIONAL GEODETIC SURVEY
 AI0173.in April 2000.
 AI0173
 AI0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0173.GEOID18 height accuracy estimate available here.
 AI0173
 AI0173.Click photographs - Photos may exist for this station.
 AI0173
 AI0173.The dynamic height is computed by dividing the NAVD 88
 AI0173.geopotential number by the normal gravity value computed on the
 AI0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0173.degrees latitude (g = 980.6199 gals.).
 AI0173
 AI0173.The modeled gravity was interpolated from observed gravity values.
 AI0173
 AI0173;                    North         East    Units  Estimated Accuracy
 AI0173;SPC SD N     -   153,518.4     321,113.4     MT  (+/- 3 meters HH1 GPS) 
 AI0173
 AI0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1409801732(NAD 83)
 AI0173
 AI0173                          SUPERSEDED SURVEY CONTROL
 AI0173
 AI0173.No superseded survey control is available for this station.
 AI0173
 AI0173_MARKER: Z = SEE DESCRIPTION
 AI0173_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0173_STAMPING: 85-97.00 1998
 AI0173_MARK LOGO: NGS
 AI0173_PROJECTION: FLUSH
 AI0173_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0173+STABILITY: POSITION/ELEVATION WELL
 AI0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0173+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0173_ROD/PIPE-DEPTH: 12.8 meters
 AI0173_SLEEVE-DEPTH  : 2.0 meters
 AI0173
 AI0173  HISTORY     - Date     Condition        Report By
 AI0173  HISTORY     - 1998     MONUMENTED       SDDT
 AI0173  HISTORY     - 19980928 GOOD             NGS
 AI0173
 AI0173                          STATION DESCRIPTION
 AI0173
 AI0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0173'12.3 KM (7.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0173'COUNTY ROAD 732 IN REDIG, 30.0 M (98.4 FT) EAST OF THE HIGHWAY
 AI0173'CENTERLINE, 28.1 M (92.2 FT) SOUTHEAST OF MILEPOST 97, 4.5 M (14.8 FT)
 AI0173'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.5 M (8.2 FT) BELOW THE
 AI0173'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE,
 AI0173'AND 0.5 M (1.6 FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT
 AI0173'IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI0173'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AI0173'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AI0173'THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0174 ***********************************************************************
 AI0174  DESIGNATION -  85 098.00
 AI0174  PID         -  AI0174
 AI0174  STATE/COUNTY-  SD/BUTTE
 AI0174  COUNTRY     -  US
 AI0174  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0174
 AI0174                         *CURRENT SURVEY CONTROL
 AI0174  ______________________________________________________________________
 AI0174* NAD 83(1986) POSITION- 45 10 28.     (N) 103 32 56.     (W)   SCALED
 AI0174* NAVD 88 ORTHO HEIGHT -   925.581 (meters)     3036.68  (feet) ADJUSTED
 AI0174  ______________________________________________________________________
 AI0174  GEOID HEIGHT    -        -16.288 (meters)                     GEOID18
 AI0174  DYNAMIC HEIGHT  -        925.380 (meters)     3036.02  (feet) COMP
 AI0174  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 AI0174
 AI0174  VERT ORDER      -  FIRST     CLASS II
 AI0174
 AI0174.The horizontal coordinates were scaled from a map and have
 AI0174.an estimated accuracy of +/- 6 seconds.
 AI0174
 AI0174.The orthometric height was determined by differential leveling and
 AI0174.adjusted by the NATIONAL GEODETIC SURVEY
 AI0174.in April 2000.
 AI0174
 AI0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0174.GEOID18 height accuracy estimate available here.
 AI0174
 AI0174.Click photographs - Photos may exist for this station.
 AI0174
 AI0174.The dynamic height is computed by dividing the NAVD 88
 AI0174.geopotential number by the normal gravity value computed on the
 AI0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0174.degrees latitude (g = 980.6199 gals.).
 AI0174
 AI0174.The modeled gravity was interpolated from observed gravity values.
 AI0174
 AI0174;                    North         East    Units  Estimated Accuracy
 AI0174;SPC SD N     -   155,140.      321,140.      MT  (+/- 180 meters Scaled)
 AI0174
 AI0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL140033(NAD 83)
 AI0174
 AI0174                          SUPERSEDED SURVEY CONTROL
 AI0174
 AI0174.No superseded survey control is available for this station.
 AI0174
 AI0174_MARKER: DD = SURVEY DISK
 AI0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0174_STAMPING: 85-98.00 1997
 AI0174_MARK LOGO: SDSM
 AI0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0174+STABILITY: SURFACE MOTION
 AI0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0174+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0174
 AI0174  HISTORY     - Date     Condition        Report By
 AI0174  HISTORY     - 1997     MONUMENTED       SDDT
 AI0174  HISTORY     - 19980928 GOOD             NGS
 AI0174
 AI0174                          STATION DESCRIPTION
 AI0174
 AI0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0174'10.8 KM (6.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0174'COUNTY ROAD 732 IN REDIG, 61.1 M (200.5 FT) SOUTHWEST OF MILEPOST 98,
 AI0174'30.8 M (101.0 FT) WEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT)
 AI0174'NORTHEAST OF THE NORTH END OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT)
 AI0174'EAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AI0174'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0174'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0175 ***********************************************************************
 AI0175  DESIGNATION -  85 099.00
 AI0175  PID         -  AI0175
 AI0175  STATE/COUNTY-  SD/BUTTE
 AI0175  COUNTRY     -  US
 AI0175  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0175
 AI0175                         *CURRENT SURVEY CONTROL
 AI0175  ______________________________________________________________________
 AI0175* NAD 83(1986) POSITION- 45 11 20.     (N) 103 32 55.     (W)   SCALED
 AI0175* NAVD 88 ORTHO HEIGHT -   909.309 (meters)     2983.29  (feet) ADJUSTED
 AI0175  ______________________________________________________________________
 AI0175  GEOID HEIGHT    -        -16.280 (meters)                     GEOID18
 AI0175  DYNAMIC HEIGHT  -        909.110 (meters)     2982.64  (feet) COMP
 AI0175  MODELED GRAVITY -    980,366.8   (mgal)                       NAVD 88
 AI0175
 AI0175  VERT ORDER      -  FIRST     CLASS II
 AI0175
 AI0175.The horizontal coordinates were scaled from a map and have
 AI0175.an estimated accuracy of +/- 6 seconds.
 AI0175
 AI0175.The orthometric height was determined by differential leveling and
 AI0175.adjusted by the NATIONAL GEODETIC SURVEY
 AI0175.in April 2000.
 AI0175
 AI0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0175.GEOID18 height accuracy estimate available here.
 AI0175
 AI0175.Click photographs - Photos may exist for this station.
 AI0175
 AI0175.The dynamic height is computed by dividing the NAVD 88
 AI0175.geopotential number by the normal gravity value computed on the
 AI0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0175.degrees latitude (g = 980.6199 gals.).
 AI0175
 AI0175.The modeled gravity was interpolated from observed gravity values.
 AI0175
 AI0175;                    North         East    Units  Estimated Accuracy
 AI0175;SPC SD N     -   156,740.      321,230.      MT  (+/- 180 meters Scaled)
 AI0175
 AI0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL140049(NAD 83)
 AI0175
 AI0175                          SUPERSEDED SURVEY CONTROL
 AI0175
 AI0175.No superseded survey control is available for this station.
 AI0175
 AI0175_MARKER: DD = SURVEY DISK
 AI0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0175_STAMPING: 85-99.00 1997
 AI0175_MARK LOGO: SDSM
 AI0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0175+STABILITY: SURFACE MOTION
 AI0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0175+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0175
 AI0175  HISTORY     - Date     Condition        Report By
 AI0175  HISTORY     - 1997     MONUMENTED       SDDT
 AI0175  HISTORY     - 19980928 GOOD             NGS
 AI0175
 AI0175                          STATION DESCRIPTION
 AI0175
 AI0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0175'9.1 KM (5.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0175'COUNTY ROAD 732 IN REDIG, 54.5 M (178.8 FT) SOUTH OF THE EAST END OF A
 AI0175'CULVERT UNDER THE HIGHWAY, 29.7 M (97.4 FT) EAST OF THE HIGHWAY
 AI0175'CENTERLINE, 28.8 M (94.5 FT) SOUTHEAST OF MILEPOST 99, 1.4 M (4.6 FT)
 AI0175'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST
 AI0175'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AI0175'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0176 ***********************************************************************
 AI0176  DESIGNATION -  85 099.90
 AI0176  PID         -  AI0176
 AI0176  STATE/COUNTY-  SD/BUTTE
 AI0176  COUNTRY     -  US
 AI0176  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0176
 AI0176                         *CURRENT SURVEY CONTROL
 AI0176  ______________________________________________________________________
 AI0176* NAD 83(1986) POSITION- 45 12 08.     (N) 103 32 53.     (W)   SCALED
 AI0176* NAVD 88 ORTHO HEIGHT -   915.723 (meters)     3004.33  (feet) ADJUSTED
 AI0176  ______________________________________________________________________
 AI0176  GEOID HEIGHT    -        -16.271 (meters)                     GEOID18
 AI0176  DYNAMIC HEIGHT  -        915.522 (meters)     3003.68  (feet) COMP
 AI0176  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 AI0176
 AI0176  VERT ORDER      -  FIRST     CLASS II
 AI0176
 AI0176.The horizontal coordinates were scaled from a map and have
 AI0176.an estimated accuracy of +/- 6 seconds.
 AI0176
 AI0176.The orthometric height was determined by differential leveling and
 AI0176.adjusted by the NATIONAL GEODETIC SURVEY
 AI0176.in April 2000.
 AI0176
 AI0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0176.GEOID18 height accuracy estimate available here.
 AI0176
 AI0176.Click photographs - Photos may exist for this station.
 AI0176
 AI0176.The dynamic height is computed by dividing the NAVD 88
 AI0176.geopotential number by the normal gravity value computed on the
 AI0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0176.degrees latitude (g = 980.6199 gals.).
 AI0176
 AI0176.The modeled gravity was interpolated from observed gravity values.
 AI0176
 AI0176;                    North         East    Units  Estimated Accuracy
 AI0176;SPC SD N     -   158,220.      321,340.      MT  (+/- 180 meters Scaled)
 AI0176
 AI0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL140064(NAD 83)
 AI0176
 AI0176                          SUPERSEDED SURVEY CONTROL
 AI0176
 AI0176.No superseded survey control is available for this station.
 AI0176
 AI0176_MARKER: DD = SURVEY DISK
 AI0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0176_STAMPING: 85-99.90 1997
 AI0176_MARK LOGO: SDSM
 AI0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0176+STABILITY: SURFACE MOTION
 AI0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0176+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0176
 AI0176  HISTORY     - Date     Condition        Report By
 AI0176  HISTORY     - 1997     MONUMENTED       SDDT
 AI0176  HISTORY     - 19980928 GOOD             NGS
 AI0176
 AI0176                          STATION DESCRIPTION
 AI0176
 AI0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0176'7.6 KM (4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0176'COUNTY ROAD 732 IN REDIG, 395.0 M (1295.9 FT) NORTH OF THE CENTER OF
 AI0176'OLD HIGHWAY 79, 150.0 M (492.1 FT) SOUTH OF MILEPOST 100, 30.0 M (98.4
 AI0176'FT) EAST OF THE HIGHWAY CENTERLINE, 6.3 M (20.7 FT) NORTH OF THE
 AI0176'CENTER OF A FIELD ENTRANCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AI0176'HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND THE CENTER 1 OF 3
 AI0176'BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0176'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0177 ***********************************************************************
 AI0177  DESIGNATION -  85 101.00
 AI0177  PID         -  AI0177
 AI0177  STATE/COUNTY-  SD/HARDING
 AI0177  COUNTRY     -  US
 AI0177  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0177
 AI0177                         *CURRENT SURVEY CONTROL
 AI0177  ______________________________________________________________________
 AI0177* NAD 83(1986) POSITION- 45 13 04.54   (N) 103 32 56.60   (W)   HD_HELD1
 AI0177* NAVD 88 ORTHO HEIGHT -   940.812 (meters)     3086.65  (feet) ADJUSTED
 AI0177  ______________________________________________________________________
 AI0177  GEOID HEIGHT    -        -16.254 (meters)                     GEOID18
 AI0177  DYNAMIC HEIGHT  -        940.606 (meters)     3085.97  (feet) COMP
 AI0177  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 AI0177
 AI0177  VERT ORDER      -  FIRST     CLASS II
 AI0177
 AI0177.The horizontal coordinates were determined by differentially corrected
 AI0177.hand held GPS observations or other comparable positioning techniques
 AI0177.and have an estimated accuracy of +/- 3 meters.
 AI0177
 AI0177.The orthometric height was determined by differential leveling and
 AI0177.adjusted by the NATIONAL GEODETIC SURVEY
 AI0177.in April 2000.
 AI0177
 AI0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0177.GEOID18 height accuracy estimate available here.
 AI0177
 AI0177.Click photographs - Photos may exist for this station.
 AI0177
 AI0177.The dynamic height is computed by dividing the NAVD 88
 AI0177.geopotential number by the normal gravity value computed on the
 AI0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0177.degrees latitude (g = 980.6199 gals.).
 AI0177
 AI0177.The modeled gravity was interpolated from observed gravity values.
 AI0177
 AI0177;                    North         East    Units  Estimated Accuracy
 AI0177;SPC SD N     -   159,969.6     321,336.1     MT  (+/- 3 meters HH1 GPS) 
 AI0177
 AI0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1392208183(NAD 83)
 AI0177
 AI0177                          SUPERSEDED SURVEY CONTROL
 AI0177
 AI0177.No superseded survey control is available for this station.
 AI0177
 AI0177_MARKER: DD = SURVEY DISK
 AI0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0177_STAMPING: 85-101.00 1997
 AI0177_MARK LOGO: SDSM
 AI0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0177+STABILITY: SURFACE MOTION
 AI0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0177+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0177
 AI0177  HISTORY     - Date     Condition        Report By
 AI0177  HISTORY     - 1997     MONUMENTED       SDDT
 AI0177  HISTORY     - 19980928 GOOD             NGS
 AI0177
 AI0177                          STATION DESCRIPTION
 AI0177
 AI0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0177'5.9 KM (3.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0177'COUNTY ROAD 732 IN REDIG, 42.3 M (138.8 FT) WEST OF MILEPOST 101, 30.1
 AI0177'M (98.8 FT) WEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE
 AI0177'LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) NORTHEAST OF THE SOUTH END OF 2
 AI0177'BRACED FENCE POSTS, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE,
 AI0177'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI0177'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0178 ***********************************************************************
 AI0178  DESIGNATION -  85 103.00
 AI0178  PID         -  AI0178
 AI0178  STATE/COUNTY-  SD/HARDING
 AI0178  COUNTRY     -  US
 AI0178  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 AI0178
 AI0178                         *CURRENT SURVEY CONTROL
 AI0178  ______________________________________________________________________
 AI0178* NAD 83(1986) POSITION- 45 14 44.     (N) 103 32 57.     (W)   SCALED
 AI0178* NAVD 88 ORTHO HEIGHT -   938.899 (meters)     3080.37  (feet) ADJUSTED
 AI0178  ______________________________________________________________________
 AI0178  GEOID HEIGHT    -        -16.234 (meters)                     GEOID18
 AI0178  DYNAMIC HEIGHT  -        938.699 (meters)     3079.72  (feet) COMP
 AI0178  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 AI0178
 AI0178  VERT ORDER      -  FIRST     CLASS II
 AI0178
 AI0178.The horizontal coordinates were scaled from a map and have
 AI0178.an estimated accuracy of +/- 6 seconds.
 AI0178
 AI0178.The orthometric height was determined by differential leveling and
 AI0178.adjusted by the NATIONAL GEODETIC SURVEY
 AI0178.in April 2000.
 AI0178
 AI0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0178.GEOID18 height accuracy estimate available here.
 AI0178
 AI0178.Click photographs - Photos may exist for this station.
 AI0178
 AI0178.The dynamic height is computed by dividing the NAVD 88
 AI0178.geopotential number by the normal gravity value computed on the
 AI0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0178.degrees latitude (g = 980.6199 gals.).
 AI0178
 AI0178.The modeled gravity was interpolated from observed gravity values.
 AI0178
 AI0178;                    North         East    Units  Estimated Accuracy
 AI0178;SPC SD N     -   163,040.      321,460.      MT  (+/- 180 meters Scaled)
 AI0178
 AI0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL138112(NAD 83)
 AI0178
 AI0178                          SUPERSEDED SURVEY CONTROL
 AI0178
 AI0178.No superseded survey control is available for this station.
 AI0178
 AI0178_MARKER: Z = SEE DESCRIPTION
 AI0178_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0178_STAMPING: 85-103.00 1996
 AI0178_MARK LOGO: NGS
 AI0178_PROJECTION: FLUSH
 AI0178_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0178+STABILITY: POSITION/ELEVATION WELL
 AI0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0178+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0178_ROD/PIPE-DEPTH: 12.8 meters
 AI0178_SLEEVE-DEPTH  : 2.0 meters
 AI0178
 AI0178  HISTORY     - Date     Condition        Report By
 AI0178  HISTORY     - 1996     MONUMENTED       SDDT
 AI0178  HISTORY     - 19980928 GOOD             NGS
 AI0178
 AI0178                          STATION DESCRIPTION
 AI0178
 AI0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0178'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0178'COUNTY ROAD 732 IN REDIG, 43.8 M (143.7 FT) WEST OF MILEPOST 103, 30.3
 AI0178'M (99.4 FT) WEST OF THE HIGHWAY CENTERLINE, 18.2 M (59.7 FT) NORTHWEST
 AI0178'OF THE WEST END OF A CULVERT UNDER THE HIGHWAY, AND 0.5 M (1.6 FT)
 AI0178'EAST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 AI0178'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AI0178'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AI0178'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AI0178'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0179 ***********************************************************************
 AI0179  DESIGNATION -  85 103.97
 AI0179  PID         -  AI0179
 AI0179  STATE/COUNTY-  SD/HARDING
 AI0179  COUNTRY     -  US
 AI0179  USGS QUAD   -  REDIG (2017)
 AI0179
 AI0179                         *CURRENT SURVEY CONTROL
 AI0179  ______________________________________________________________________
 AI0179* NAD 83(1986) POSITION- 45 15 39.     (N) 103 32 56.     (W)   SCALED
 AI0179* NAVD 88 ORTHO HEIGHT -   919.330 (meters)     3016.17  (feet) ADJUSTED
 AI0179  ______________________________________________________________________
 AI0179  GEOID HEIGHT    -        -16.224 (meters)                     GEOID18
 AI0179  DYNAMIC HEIGHT  -        919.140 (meters)     3015.55  (feet) COMP
 AI0179  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 AI0179
 AI0179  VERT ORDER      -  FIRST     CLASS II
 AI0179
 AI0179.The horizontal coordinates were scaled from a map and have
 AI0179.an estimated accuracy of +/- 6 seconds.
 AI0179
 AI0179.The orthometric height was determined by differential leveling and
 AI0179.adjusted by the NATIONAL GEODETIC SURVEY
 AI0179.in April 2000.
 AI0179
 AI0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0179.GEOID18 height accuracy estimate available here.
 AI0179
 AI0179.Click photographs - Photos may exist for this station.
 AI0179
 AI0179.The dynamic height is computed by dividing the NAVD 88
 AI0179.geopotential number by the normal gravity value computed on the
 AI0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0179.degrees latitude (g = 980.6199 gals.).
 AI0179
 AI0179.The modeled gravity was interpolated from observed gravity values.
 AI0179
 AI0179;                    North         East    Units  Estimated Accuracy
 AI0179;SPC SD N     -   164,730.      321,560.      MT  (+/- 180 meters Scaled)
 AI0179
 AI0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL138129(NAD 83)
 AI0179
 AI0179                          SUPERSEDED SURVEY CONTROL
 AI0179
 AI0179.No superseded survey control is available for this station.
 AI0179
 AI0179_MARKER: DD = SURVEY DISK
 AI0179_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI0179_SP_SET: CURB
 AI0179_STAMPING: 85.103.97 1976 3014.513
 AI0179_MARK LOGO: SDHD
 AI0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0179+STABILITY: SURFACE MOTION
 AI0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0179+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0179
 AI0179  HISTORY     - Date     Condition        Report By
 AI0179  HISTORY     - 1976     MONUMENTED       SDDT
 AI0179  HISTORY     - 19980928 GOOD             NGS
 AI0179
 AI0179                          STATION DESCRIPTION
 AI0179
 AI0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0179'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0179'COUNTY ROAD 732 IN REDIG, IN THE EAST CONCRETE CURB OF A HIGHWAY
 AI0179'BRIDGE SPANNING SAND CREEK, 70.0 M (229.7 FT) SOUTH OF MILEPOST 104,
 AI0179'7.0 M (23.0 FT) WEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) SOUTH
 AI0179'OF THE NORTH END OF THE EAST BRIDGE RAIL, AND 0.3 M (1.0 FT) ABOVE THE
 AI0179'LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0180 ***********************************************************************
 AI0180  DESIGNATION -  85 105.35
 AI0180  PID         -  AI0180
 AI0180  STATE/COUNTY-  SD/HARDING
 AI0180  COUNTRY     -  US
 AI0180  USGS QUAD   -  REDIG (2017)
 AI0180
 AI0180                         *CURRENT SURVEY CONTROL
 AI0180  ______________________________________________________________________
 AI0180* NAD 83(1986) POSITION- 45 16 50.     (N) 103 32 53.     (W)   SCALED
 AI0180* NAVD 88 ORTHO HEIGHT -   927.214 (meters)     3042.03  (feet) ADJUSTED
 AI0180  ______________________________________________________________________
 AI0180  GEOID HEIGHT    -        -16.207 (meters)                     GEOID18
 AI0180  DYNAMIC HEIGHT  -        927.025 (meters)     3041.41  (feet) COMP
 AI0180  MODELED GRAVITY -    980,379.8   (mgal)                       NAVD 88
 AI0180
 AI0180  VERT ORDER      -  FIRST     CLASS II
 AI0180
 AI0180.The horizontal coordinates were scaled from a map and have
 AI0180.an estimated accuracy of +/- 6 seconds.
 AI0180
 AI0180.The orthometric height was determined by differential leveling and
 AI0180.adjusted by the NATIONAL GEODETIC SURVEY
 AI0180.in April 2000.
 AI0180
 AI0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0180.GEOID18 height accuracy estimate available here.
 AI0180
 AI0180.Click photographs - Photos may exist for this station.
 AI0180
 AI0180.The dynamic height is computed by dividing the NAVD 88
 AI0180.geopotential number by the normal gravity value computed on the
 AI0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0180.degrees latitude (g = 980.6199 gals.).
 AI0180
 AI0180.The modeled gravity was interpolated from observed gravity values.
 AI0180
 AI0180;                    North         East    Units  Estimated Accuracy
 AI0180;SPC SD N     -   166,920.      321,720.      MT  (+/- 180 meters Scaled)
 AI0180
 AI0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL138151(NAD 83)
 AI0180
 AI0180                          SUPERSEDED SURVEY CONTROL
 AI0180
 AI0180.No superseded survey control is available for this station.
 AI0180
 AI0180_MARKER: DD = SURVEY DISK
 AI0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0180_STAMPING: 85-105.35 1997
 AI0180_MARK LOGO: SDSM
 AI0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0180+STABILITY: SURFACE MOTION
 AI0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0180+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0180
 AI0180  HISTORY     - Date     Condition        Report By
 AI0180  HISTORY     - 1997     MONUMENTED       SDDT
 AI0180  HISTORY     - 19980928 GOOD             NGS
 AI0180
 AI0180                          STATION DESCRIPTION
 AI0180
 AI0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0180'1.0 KM (0.60 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0180'COUNTY ROAD 732 IN REDIG, 560.0 M (1837.3 FT) NORTH OF MILEPOST 105,
 AI0180'30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW
 AI0180'THE LEVEL OF THE HIGHWAY, 1.3 M (4.3 FT) NORTHEAST OF THE SOUTH END OF
 AI0180'2 BRACED FENCE POSTS, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE,
 AI0180'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI0180'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0181 ***********************************************************************
 AI0181  DESIGNATION -  85 107.25
 AI0181  PID         -  AI0181
 AI0181  STATE/COUNTY-  SD/HARDING
 AI0181  COUNTRY     -  US
 AI0181  USGS QUAD   -  REDIG (2017)
 AI0181
 AI0181                         *CURRENT SURVEY CONTROL
 AI0181  ______________________________________________________________________
 AI0181* NAD 83(1986) POSITION- 45 18 30.     (N) 103 32 54.     (W)   SCALED
 AI0181* NAVD 88 ORTHO HEIGHT -   950.678 (meters)     3119.02  (feet) ADJUSTED
 AI0181  ______________________________________________________________________
 AI0181  GEOID HEIGHT    -        -16.179 (meters)                     GEOID18
 AI0181  DYNAMIC HEIGHT  -        950.485 (meters)     3118.38  (feet) COMP
 AI0181  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 AI0181
 AI0181  VERT ORDER      -  FIRST     CLASS II
 AI0181
 AI0181.The horizontal coordinates were scaled from a map and have
 AI0181.an estimated accuracy of +/- 6 seconds.
 AI0181
 AI0181.The orthometric height was determined by differential leveling and
 AI0181.adjusted by the NATIONAL GEODETIC SURVEY
 AI0181.in April 2000.
 AI0181
 AI0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0181.GEOID18 height accuracy estimate available here.
 AI0181
 AI0181.Click photographs - Photos may exist for this station.
 AI0181
 AI0181.The dynamic height is computed by dividing the NAVD 88
 AI0181.geopotential number by the normal gravity value computed on the
 AI0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0181.degrees latitude (g = 980.6199 gals.).
 AI0181
 AI0181.The modeled gravity was interpolated from observed gravity values.
 AI0181
 AI0181;                    North         East    Units  Estimated Accuracy
 AI0181;SPC SD N     -   170,000.      321,830.      MT  (+/- 180 meters Scaled)
 AI0181
 AI0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137182(NAD 83)
 AI0181
 AI0181                          SUPERSEDED SURVEY CONTROL
 AI0181
 AI0181.No superseded survey control is available for this station.
 AI0181
 AI0181_MARKER: DD = SURVEY DISK
 AI0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0181_STAMPING: 85-107.25 1997
 AI0181_MARK LOGO: SDSM
 AI0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0181+STABILITY: SURFACE MOTION
 AI0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0181+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0181
 AI0181  HISTORY     - Date     Condition        Report By
 AI0181  HISTORY     - 1997     MONUMENTED       SDDT
 AI0181  HISTORY     - 19980928 GOOD             NGS
 AI0181
 AI0181                          STATION DESCRIPTION
 AI0181
 AI0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0181'4.2 KM (2.60 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0181'COUNTY ROAD 732 IN REDIG, 378.0 M (1240.2 FT) NORTH OF MILEPOST 107,
 AI0181'29.7 M (97.4 FT) EAST OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) NORTH
 AI0181'OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT) WEST OF A WITNESS
 AI0181'POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AI0181'MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON
 AI0181'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7857 ***********************************************************************
 AC7857  CBN         -  This is a Cooperative Base Network Control Station.
 AC7857  DESIGNATION -  85 107.98
 AC7857  PID         -  AC7857
 AC7857  STATE/COUNTY-  SD/HARDING
 AC7857  COUNTRY     -  US
 AC7857  USGS QUAD   -  REDIG (2017)
 AC7857
 AC7857                         *CURRENT SURVEY CONTROL
 AC7857  ______________________________________________________________________
 AC7857* NAD 83(2011) POSITION- 45 19 08.88092(N) 103 32 53.89739(W)   ADJUSTED
 AC7857* NAD 83(2011) ELLIP HT-   948.523 (meters)        (06/27/12)   ADJUSTED
 AC7857* NAD 83(2011) EPOCH   -  2010.00
 AC7857* NAVD 88 ORTHO HEIGHT -   964.686 (meters)     3164.97  (feet) ADJUSTED
 AC7857  ______________________________________________________________________
 AC7857  GEOID HEIGHT    -        -16.169 (meters)                     GEOID18
 AC7857  NAD 83(2011) X  - -1,052,578.531 (meters)                     COMP
 AC7857  NAD 83(2011) Y  - -4,368,078.435 (meters)                     COMP
 AC7857  NAD 83(2011) Z  -  4,513,031.737 (meters)                     COMP
 AC7857  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 AC7857  DYNAMIC HEIGHT  -        964.492 (meters)     3164.34  (feet) COMP
 AC7857  MODELED GRAVITY -    980,381.6   (mgal)                       NAVD 88
 AC7857
 AC7857  VERT ORDER      -  FIRST     CLASS II
 AC7857
 AC7857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7857  Standards:
 AC7857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7857  -------------------------------------------------------------------
 AC7857  NETWORK    1.37   4.04           0.64   0.44   2.06     -0.08172037
 AC7857  -------------------------------------------------------------------
 AC7857  Click here for local accuracies and other accuracy information.
 AC7857
 AC7857.The horizontal coordinates were established by GPS observations
 AC7857.and adjusted by the National Geodetic Survey in June 2012.
 AC7857
 AC7857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7857.been affixed to the stable North American tectonic plate. See 
 AC7857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7857
 AC7857.The horizontal coordinates are valid at the epoch date displayed above
 AC7857.which is a decimal equivalence of Year/Month/Day.
 AC7857
 AC7857.The orthometric height was determined by differential leveling and
 AC7857.adjusted by the NATIONAL GEODETIC SURVEY
 AC7857.in April 2000.
 AC7857
 AC7857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7857.GEOID18 height accuracy estimate available here.
 AC7857
 AC7857.Click photographs - Photos may exist for this station.
 AC7857
 AC7857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7857
 AC7857.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7857
 AC7857.The ellipsoidal height was determined by GPS observations
 AC7857.and is referenced to NAD 83.
 AC7857
 AC7857.The dynamic height is computed by dividing the NAVD 88
 AC7857.geopotential number by the normal gravity value computed on the
 AC7857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7857.degrees latitude (g = 980.6199 gals.).
 AC7857
 AC7857.The modeled gravity was interpolated from observed gravity values.
 AC7857
 AC7857. The following values were computed from the NAD 83(2011) position.
 AC7857
 AC7857;                    North         East     Units Scale Factor Converg.
 AC7857;SPC SD N     -   171,203.276   321,887.804   MT  0.99995003   -2 30 40.6
 AC7857;SPC SD N     -   561,689.41  1,056,060.24   sFT  0.99995003   -2 30 40.6
 AC7857;UTM  13      - 5,019,428.085   613,778.737   MT  0.99975917   +1 01 56.3
 AC7857
 AC7857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7857!SPC SD N     -   0.99985131  x   0.99995003  =   0.99980135
 AC7857!UTM  13      -   0.99985131  x   0.99975917  =   0.99961052
 AC7857
 AC7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1377819428(NAD 83)
 AC7857
 AC7857                          SUPERSEDED SURVEY CONTROL
 AC7857
 AC7857  NAD 83(2007)-  45 19 08.88083(N)    103 32 53.89850(W) AD(2002.00) 0
 AC7857  ELLIP H (02/10/07)  948.557  (m)                       GP(2002.00)    
 AC7857  ELLIP H (04/15/04)  948.561  (m)                       GP(       ) 2 1
 AC7857  NAD 83(1996)-  45 19 08.88011(N)    103 32 53.89794(W) AD(       ) B
 AC7857  ELLIP H (04/18/97)  948.632  (m)                       GP(       ) 4 1
 AC7857  NAVD 88 (04/18/97)  964.7    (m)  GEOID96  model used  GPS OBS        
 AC7857
 AC7857.Superseded values are not recommended for survey control.
 AC7857
 AC7857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7857.See file dsdata.pdf to determine how the superseded data were derived.
 AC7857
 AC7857_MARKER: Z = SEE DESCRIPTION
 AC7857_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7857_STAMPING: 85-107.98 1995
 AC7857_MARK LOGO: NGS
 AC7857_PROJECTION: FLUSH
 AC7857_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7857+STABILITY: POSITION/ELEVATION WELL
 AC7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7857+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AC7857_ROD/PIPE-DEPTH: 12.9 meters
 AC7857_SLEEVE-DEPTH  : 2.0 meters
 AC7857
 AC7857  HISTORY     - Date     Condition        Report By
 AC7857  HISTORY     - 1995     MONUMENTED       SDDT
 AC7857  HISTORY     - 19960924 GOOD             NGS
 AC7857  HISTORY     - 19980928 GOOD             NGS
 AC7857
 AC7857                          STATION DESCRIPTION
 AC7857
 AC7857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7857'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH OF BUFFALO AND
 AC7857'3.0 MI (4.8 KM) NORTH FROM REDIG, ON U.S. HIGHWAY 85.  OWNERSHIP--THE
 AC7857'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC7857'HIGHWAY 85 AND STATE HIGHWAY 20, 2.0 MI (3.2 KM) SOUTH OF BUFFALO, GO
 AC7857'SOUTH ON U.S. HIGHWAY 85 FOR 17.6 MI (28.3 KM) TO THE STATION ON THE
 AC7857'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC7857'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC7857'PIPE.  LOCATED 43.3 M (142.1 FT) SOUTHEAST OF MILEPOST 108, 29.6 M
 AC7857'(97.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) SOUTH OF THE
 AC7857'CENTER OF A GRAVELED FIELD ENTRANCE ROAD, 0.4 M (1.3 FT) EAST OF A
 AC7857'METAL GUARD POST, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 AC7857'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7857'THROUGH A 4-INCH PVC CAP.
 AC7857
 AC7857                          STATION RECOVERY (1998)
 AC7857
 AC7857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AC7857'5.3 KM (3.30 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AC7857'COUNTY ROAD 732 IN REDIG, 43.3 M (142.1 FT) SOUTHEAST OF MILEPOST 108,
 AC7857'29.6 M (97.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT) NORTH
 AC7857'OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) WEST OF A WITNESS
 AC7857'POST AND FENCE, 0.3 M (1.0 FT) EAST OF A METAL GUARD POST, AND 0.3 M
 AC7857'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A
 AC7857'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AC7857'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC7857'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AC7857'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.  THE MONUMENT IS A COOPERATIVE
 AC7857'BASE NETWORK CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0182 ***********************************************************************
 AI0182  DESIGNATION -  85 109.70
 AI0182  PID         -  AI0182
 AI0182  STATE/COUNTY-  SD/HARDING
 AI0182  COUNTRY     -  US
 AI0182  USGS QUAD   -  REDIG (2017)
 AI0182
 AI0182                         *CURRENT SURVEY CONTROL
 AI0182  ______________________________________________________________________
 AI0182* NAD 83(1986) POSITION- 45 20 38.     (N) 103 32 55.     (W)   SCALED
 AI0182* NAVD 88 ORTHO HEIGHT -   956.807 (meters)     3139.12  (feet) ADJUSTED
 AI0182  ______________________________________________________________________
 AI0182  GEOID HEIGHT    -        -16.150 (meters)                     GEOID18
 AI0182  DYNAMIC HEIGHT  -        956.616 (meters)     3138.50  (feet) COMP
 AI0182  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 AI0182
 AI0182  VERT ORDER      -  FIRST     CLASS II
 AI0182
 AI0182.The horizontal coordinates were scaled from a map and have
 AI0182.an estimated accuracy of +/- 6 seconds.
 AI0182
 AI0182.The orthometric height was determined by differential leveling and
 AI0182.adjusted by the NATIONAL GEODETIC SURVEY
 AI0182.in April 2000.
 AI0182
 AI0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0182.GEOID18 height accuracy estimate available here.
 AI0182
 AI0182.Click photographs - Photos may exist for this station.
 AI0182
 AI0182.The dynamic height is computed by dividing the NAVD 88
 AI0182.geopotential number by the normal gravity value computed on the
 AI0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0182.degrees latitude (g = 980.6199 gals.).
 AI0182
 AI0182.The modeled gravity was interpolated from observed gravity values.
 AI0182
 AI0182;                    North         East    Units  Estimated Accuracy
 AI0182;SPC SD N     -   173,950.      321,980.      MT  (+/- 180 meters Scaled)
 AI0182
 AI0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137221(NAD 83)
 AI0182
 AI0182                          SUPERSEDED SURVEY CONTROL
 AI0182
 AI0182.No superseded survey control is available for this station.
 AI0182
 AI0182_MARKER: DD = SURVEY DISK
 AI0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0182_STAMPING: 85-109.70 1997
 AI0182_MARK LOGO: SDSM
 AI0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0182+STABILITY: SURFACE MOTION
 AI0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0182+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0182
 AI0182  HISTORY     - Date     Condition        Report By
 AI0182  HISTORY     - 1997     MONUMENTED       SDDT
 AI0182  HISTORY     - 19980928 GOOD             NGS
 AI0182
 AI0182                          STATION DESCRIPTION
 AI0182
 AI0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0182'8.0 KM (4.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0182'COUNTY ROAD 732 IN REDIG, 421.0 M (1381.2 FT) SOUTH OF MILEPOST 110,
 AI0182'29.9 M (98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) NORTH
 AI0182'OF THE CENTER OF A FIELD ENTRANCE, 2.5 M (8.2 FT) SOUTH OF A T-FENCE
 AI0182'CORNER, 0.5 M (1.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AI0182'OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 AI0182'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI0182'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0183 ***********************************************************************
 AI0183  DESIGNATION -  85 111.75
 AI0183  PID         -  AI0183
 AI0183  STATE/COUNTY-  SD/HARDING
 AI0183  COUNTRY     -  US
 AI0183  USGS QUAD   -  REDIG (2017)
 AI0183
 AI0183                         *CURRENT SURVEY CONTROL
 AI0183  ______________________________________________________________________
 AI0183* NAD 83(1986) POSITION- 45 22 22.     (N) 103 32 57.     (W)   SCALED
 AI0183* NAVD 88 ORTHO HEIGHT -   954.856 (meters)     3132.72  (feet) ADJUSTED
 AI0183  ______________________________________________________________________
 AI0183  GEOID HEIGHT    -        -16.127 (meters)                     GEOID18
 AI0183  DYNAMIC HEIGHT  -        954.665 (meters)     3132.10  (feet) COMP
 AI0183  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 AI0183
 AI0183  VERT ORDER      -  FIRST     CLASS II
 AI0183
 AI0183.The horizontal coordinates were scaled from a map and have
 AI0183.an estimated accuracy of +/- 6 seconds.
 AI0183
 AI0183.The orthometric height was determined by differential leveling and
 AI0183.adjusted by the NATIONAL GEODETIC SURVEY
 AI0183.in April 2000.
 AI0183
 AI0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0183.GEOID18 height accuracy estimate available here.
 AI0183
 AI0183.Click photographs - Photos may exist for this station.
 AI0183
 AI0183.The dynamic height is computed by dividing the NAVD 88
 AI0183.geopotential number by the normal gravity value computed on the
 AI0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0183.degrees latitude (g = 980.6199 gals.).
 AI0183
 AI0183.The modeled gravity was interpolated from observed gravity values.
 AI0183
 AI0183;                    North         East    Units  Estimated Accuracy
 AI0183;SPC SD N     -   177,160.      322,080.      MT  (+/- 180 meters Scaled)
 AI0183
 AI0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL136253(NAD 83)
 AI0183
 AI0183                          SUPERSEDED SURVEY CONTROL
 AI0183
 AI0183.No superseded survey control is available for this station.
 AI0183
 AI0183_MARKER: DD = SURVEY DISK
 AI0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0183_STAMPING: 85-111.75 1997
 AI0183_MARK LOGO: SDSM
 AI0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0183+STABILITY: SURFACE MOTION
 AI0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0183+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0183
 AI0183  HISTORY     - Date     Condition        Report By
 AI0183  HISTORY     - 1997     MONUMENTED       SDDT
 AI0183  HISTORY     - 19980928 GOOD             NGS
 AI0183
 AI0183                          STATION DESCRIPTION
 AI0183
 AI0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0183'11.2 KM (6.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0183'COUNTY ROAD 732 IN REDIG, 402.0 M (1318.9 FT) SOUTH OF MILEPOST 112,
 AI0183'30.9 M (101.4 FT) EAST OF THE HIGHWAY CENTERLINE, 7.7 M (25.3 FT)
 AI0183'NORTHWEST OF THE CENTER OF A CATTLE GUARD, 0.5 M (1.6 FT) SOUTHWEST OF
 AI0183'A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI0183'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI0183'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0184 ***********************************************************************
 AI0184  DESIGNATION -  85 112.70
 AI0184  PID         -  AI0184
 AI0184  STATE/COUNTY-  SD/HARDING
 AI0184  COUNTRY     -  US
 AI0184  USGS QUAD   -  REDIG NE (2017)
 AI0184
 AI0184                         *CURRENT SURVEY CONTROL
 AI0184  ______________________________________________________________________
 AI0184* NAD 83(1986) POSITION- 45 23 07.     (N) 103 33 18.     (W)   SCALED
 AI0184* NAVD 88 ORTHO HEIGHT -   980.932 (meters)     3218.27  (feet) ADJUSTED
 AI0184  ______________________________________________________________________
 AI0184  GEOID HEIGHT    -        -16.112 (meters)                     GEOID18
 AI0184  DYNAMIC HEIGHT  -        980.734 (meters)     3217.62  (feet) COMP
 AI0184  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 AI0184
 AI0184  VERT ORDER      -  FIRST     CLASS II
 AI0184
 AI0184.The horizontal coordinates were scaled from a map and have
 AI0184.an estimated accuracy of +/- 6 seconds.
 AI0184
 AI0184.The orthometric height was determined by differential leveling and
 AI0184.adjusted by the NATIONAL GEODETIC SURVEY
 AI0184.in April 2000.
 AI0184
 AI0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0184.GEOID18 height accuracy estimate available here.
 AI0184
 AI0184.Click photographs - Photos may exist for this station.
 AI0184
 AI0184.The dynamic height is computed by dividing the NAVD 88
 AI0184.geopotential number by the normal gravity value computed on the
 AI0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0184.degrees latitude (g = 980.6199 gals.).
 AI0184
 AI0184.The modeled gravity was interpolated from observed gravity values.
 AI0184
 AI0184;                    North         East    Units  Estimated Accuracy
 AI0184;SPC SD N     -   178,570.      321,690.      MT  (+/- 180 meters Scaled)
 AI0184
 AI0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL131267(NAD 83)
 AI0184
 AI0184                          SUPERSEDED SURVEY CONTROL
 AI0184
 AI0184.No superseded survey control is available for this station.
 AI0184
 AI0184_MARKER: Z = SEE DESCRIPTION
 AI0184_SETTING: 0 = UNSPECIFIED SETTING
 AI0184_STAMPING: 85-112.70 1998
 AI0184_MARK LOGO: NGS
 AI0184_PROJECTION: FLUSH
 AI0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0184+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0184_ROD/PIPE-DEPTH: 12.8 meters
 AI0184_SLEEVE-DEPTH  : 2.0 meters
 AI0184
 AI0184  HISTORY     - Date     Condition        Report By
 AI0184  HISTORY     - 1998     MONUMENTED       SDDT
 AI0184  HISTORY     - 19980928 GOOD             NGS
 AI0184
 AI0184                          STATION DESCRIPTION
 AI0184
 AI0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0184'12.7 KM (7.90 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0184'COUNTY ROAD 732 IN REDIG, 545.0 M (1788.1 FT) SOUTH OF MILEPOST 113,
 AI0184'42.0 M (137.8 FT) NORTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER C 28,
 AI0184'29.2 M (95.8 FT) EAST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) WEST
 AI0184'OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) EAST OF A METAL GUARD
 AI0184'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE
 AI0184'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI0184'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE
 AI0184'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 AI0184'CAP.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0185 ***********************************************************************
 AI0185  DESIGNATION -  85 113.75
 AI0185  PID         -  AI0185
 AI0185  STATE/COUNTY-  SD/HARDING
 AI0185  COUNTRY     -  US
 AI0185  USGS QUAD   -  REDIG NE (2017)
 AI0185
 AI0185                         *CURRENT SURVEY CONTROL
 AI0185  ______________________________________________________________________
 AI0185* NAD 83(1986) POSITION- 45 24 02.     (N) 103 33 23.     (W)   SCALED
 AI0185* NAVD 88 ORTHO HEIGHT -   969.639 (meters)     3181.22  (feet) ADJUSTED
 AI0185  ______________________________________________________________________
 AI0185  GEOID HEIGHT    -        -16.101 (meters)                     GEOID18
 AI0185  DYNAMIC HEIGHT  -        969.447 (meters)     3180.59  (feet) COMP
 AI0185  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 AI0185
 AI0185  VERT ORDER      -  FIRST     CLASS II
 AI0185
 AI0185.The horizontal coordinates were scaled from a map and have
 AI0185.an estimated accuracy of +/- 6 seconds.
 AI0185
 AI0185.The orthometric height was determined by differential leveling and
 AI0185.adjusted by the NATIONAL GEODETIC SURVEY
 AI0185.in April 2000.
 AI0185
 AI0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0185.GEOID18 height accuracy estimate available here.
 AI0185
 AI0185.Click photographs - Photos may exist for this station.
 AI0185
 AI0185.The dynamic height is computed by dividing the NAVD 88
 AI0185.geopotential number by the normal gravity value computed on the
 AI0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0185.degrees latitude (g = 980.6199 gals.).
 AI0185
 AI0185.The modeled gravity was interpolated from observed gravity values.
 AI0185
 AI0185;                    North         East    Units  Estimated Accuracy
 AI0185;SPC SD N     -   180,270.      321,650.      MT  (+/- 180 meters Scaled)
 AI0185
 AI0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL129284(NAD 83)
 AI0185
 AI0185                          SUPERSEDED SURVEY CONTROL
 AI0185
 AI0185.No superseded survey control is available for this station.
 AI0185
 AI0185_MARKER: DD = SURVEY DISK
 AI0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0185_STAMPING: 85-113.75 1997
 AI0185_MARK LOGO: SDSM
 AI0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0185+STABILITY: SURFACE MOTION
 AI0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0185+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0185
 AI0185  HISTORY     - Date     Condition        Report By
 AI0185  HISTORY     - 1997     MONUMENTED       SDDT
 AI0185  HISTORY     - 19980928 GOOD             NGS
 AI0185
 AI0185                          STATION DESCRIPTION
 AI0185
 AI0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0185'14.5 KM (9.00 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0185'COUNTY ROAD 732 IN REDIG, 427.0 M (1400.9 FT) SOUTH OF MILEPOST 114,
 AI0185'29.6 M (97.1 FT) EAST OF THE HIGHWAY CENTERLINE, 21.5 M (70.5 FT)
 AI0185'SOUTHEAST OF A T-JUNCTION UTILITY POLE NUMBER 17/5/30/19 WITH A GUY
 AI0185'CABLE, 2.8 M (9.2 FT) NORTH OF THE SOUTH END OF 3 BRACED FENCE POSTS,
 AI0185'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF
 AI0185'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI0185'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0186 ***********************************************************************
 AI0186  DESIGNATION -  85 114.80
 AI0186  PID         -  AI0186
 AI0186  STATE/COUNTY-  SD/HARDING
 AI0186  COUNTRY     -  US
 AI0186  USGS QUAD   -  REDIG NE (2017)
 AI0186
 AI0186                         *CURRENT SURVEY CONTROL
 AI0186  ______________________________________________________________________
 AI0186* NAD 83(1986) POSITION- 45 24 56.73   (N) 103 33 08.67   (W)   HD_HELD1
 AI0186* NAVD 88 ORTHO HEIGHT -   947.908 (meters)     3109.93  (feet) ADJUSTED
 AI0186  ______________________________________________________________________
 AI0186  GEOID HEIGHT    -        -16.098 (meters)                     GEOID18
 AI0186  DYNAMIC HEIGHT  -        947.728 (meters)     3109.34  (feet) COMP
 AI0186  MODELED GRAVITY -    980,393.2   (mgal)                       NAVD 88
 AI0186
 AI0186  VERT ORDER      -  FIRST     CLASS II
 AI0186
 AI0186.The horizontal coordinates were determined by differentially corrected
 AI0186.hand held GPS observations or other comparable positioning techniques
 AI0186.and have an estimated accuracy of +/- 3 meters.
 AI0186
 AI0186.The orthometric height was determined by differential leveling and
 AI0186.adjusted by the NATIONAL GEODETIC SURVEY
 AI0186.in April 2000.
 AI0186
 AI0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0186.GEOID18 height accuracy estimate available here.
 AI0186
 AI0186.Click photographs - Photos may exist for this station.
 AI0186
 AI0186.The dynamic height is computed by dividing the NAVD 88
 AI0186.geopotential number by the normal gravity value computed on the
 AI0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0186.degrees latitude (g = 980.6199 gals.).
 AI0186
 AI0186.The modeled gravity was interpolated from observed gravity values.
 AI0186
 AI0186;                    North         East    Units  Estimated Accuracy
 AI0186;SPC SD N     -   181,945.3     322,037.4     MT  (+/- 3 meters HH1 GPS) 
 AI0186
 AI0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1326430156(NAD 83)
 AI0186
 AI0186                          SUPERSEDED SURVEY CONTROL
 AI0186
 AI0186.No superseded survey control is available for this station.
 AI0186
 AI0186_MARKER: DD = SURVEY DISK
 AI0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0186_STAMPING: 85-114.80 1997
 AI0186_MARK LOGO: SDSM
 AI0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0186+STABILITY: SURFACE MOTION
 AI0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0186+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0186
 AI0186  HISTORY     - Date     Condition        Report By
 AI0186  HISTORY     - 1997     MONUMENTED       SDDT
 AI0186  HISTORY     - 19980928 GOOD             NGS
 AI0186
 AI0186                          STATION DESCRIPTION
 AI0186
 AI0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0186'16.2 KM (10.05 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0186'OF COUNTY ROAD 732 IN REDIG, 333.0 M (1092.5 FT) SOUTH OF MILEPOST
 AI0186'115, 29.4 M (96.5 FT) EAST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT)
 AI0186'SOUTHWEST OF THE NORTH END OF 2 BRACED FENCE POSTS, 0.8 M (2.6 FT)
 AI0186'WEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AI0186'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0186'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0187 ***********************************************************************
 AI0187  DESIGNATION -  85 115.95
 AI0187  PID         -  AI0187
 AI0187  STATE/COUNTY-  SD/HARDING
 AI0187  COUNTRY     -  US
 AI0187  USGS QUAD   -  REDIG NE (2017)
 AI0187
 AI0187                         *CURRENT SURVEY CONTROL
 AI0187  ______________________________________________________________________
 AI0187* NAD 83(1986) POSITION- 45 25 55.     (N) 103 32 44.     (W)   SCALED
 AI0187* NAVD 88 ORTHO HEIGHT -   928.688 (meters)     3046.87  (feet) ADJUSTED
 AI0187  ______________________________________________________________________
 AI0187  GEOID HEIGHT    -        -16.094 (meters)                     GEOID18
 AI0187  DYNAMIC HEIGHT  -        928.514 (meters)     3046.30  (feet) COMP
 AI0187  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 AI0187
 AI0187  VERT ORDER      -  FIRST     CLASS II
 AI0187
 AI0187.The horizontal coordinates were scaled from a map and have
 AI0187.an estimated accuracy of +/- 6 seconds.
 AI0187
 AI0187.The orthometric height was determined by differential leveling and
 AI0187.adjusted by the NATIONAL GEODETIC SURVEY
 AI0187.in April 2000.
 AI0187
 AI0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0187.GEOID18 height accuracy estimate available here.
 AI0187
 AI0187.Click photographs - Photos may exist for this station.
 AI0187
 AI0187.The dynamic height is computed by dividing the NAVD 88
 AI0187.geopotential number by the normal gravity value computed on the
 AI0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0187.degrees latitude (g = 980.6199 gals.).
 AI0187
 AI0187.The modeled gravity was interpolated from observed gravity values.
 AI0187
 AI0187;                    North         East    Units  Estimated Accuracy
 AI0187;SPC SD N     -   183,720.      322,650.      MT  (+/- 180 meters Scaled)
 AI0187
 AI0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137319(NAD 83)
 AI0187
 AI0187                          SUPERSEDED SURVEY CONTROL
 AI0187
 AI0187.No superseded survey control is available for this station.
 AI0187
 AI0187_MARKER: DD = SURVEY DISK
 AI0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0187_STAMPING: 85 115.95 1997
 AI0187_MARK LOGO: SDSM
 AI0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0187+STABILITY: SURFACE MOTION
 AI0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0187+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0187
 AI0187  HISTORY     - Date     Condition        Report By
 AI0187  HISTORY     - 1997     MONUMENTED       SDDT
 AI0187  HISTORY     - 19980928 GOOD             NGS
 AI0187
 AI0187                          STATION DESCRIPTION
 AI0187
 AI0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0187'18.0 KM (11.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 AI0187'OF COUNTY ROAD 732 IN REDIG, 75.0 M (246.1 FT) SOUTH OF MILEPOST 116,
 AI0187'29.2 M (95.8 FT) EAST OF THE HIGHWAY CENTERLINE, 7.4 M (24.3 FT) SOUTH
 AI0187'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) WEST OF A WITNESS
 AI0187'POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AI0187'MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON
 AI0187'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0188 ***********************************************************************
 AI0188  DESIGNATION -  85 118.00
 AI0188  PID         -  AI0188
 AI0188  STATE/COUNTY-  SD/HARDING
 AI0188  COUNTRY     -  US
 AI0188  USGS QUAD   -  REDIG NE (2017)
 AI0188
 AI0188                         *CURRENT SURVEY CONTROL
 AI0188  ______________________________________________________________________
 AI0188* NAD 83(1986) POSITION- 45 27 43.     (N) 103 32 38.     (W)   SCALED
 AI0188* NAVD 88 ORTHO HEIGHT -   926.317 (meters)     3039.09  (feet) ADJUSTED
 AI0188  ______________________________________________________________________
 AI0188  GEOID HEIGHT    -        -16.076 (meters)                     GEOID18
 AI0188  DYNAMIC HEIGHT  -        926.149 (meters)     3038.54  (feet) COMP
 AI0188  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 AI0188
 AI0188  VERT ORDER      -  FIRST     CLASS II
 AI0188
 AI0188.The horizontal coordinates were scaled from a map and have
 AI0188.an estimated accuracy of +/- 6 seconds.
 AI0188
 AI0188.The orthometric height was determined by differential leveling and
 AI0188.adjusted by the NATIONAL GEODETIC SURVEY
 AI0188.in April 2000.
 AI0188
 AI0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0188.GEOID18 height accuracy estimate available here.
 AI0188
 AI0188.Click photographs - Photos may exist for this station.
 AI0188
 AI0188.The dynamic height is computed by dividing the NAVD 88
 AI0188.geopotential number by the normal gravity value computed on the
 AI0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0188.degrees latitude (g = 980.6199 gals.).
 AI0188
 AI0188.The modeled gravity was interpolated from observed gravity values.
 AI0188
 AI0188;                    North         East    Units  Estimated Accuracy
 AI0188;SPC SD N     -   187,040.      322,930.      MT  (+/- 180 meters Scaled)
 AI0188
 AI0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL138352(NAD 83)
 AI0188
 AI0188                          SUPERSEDED SURVEY CONTROL
 AI0188
 AI0188.No superseded survey control is available for this station.
 AI0188
 AI0188_MARKER: Z = SEE DESCRIPTION
 AI0188_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0188_STAMPING: 85-118.00 1998
 AI0188_MARK LOGO: NGS
 AI0188_PROJECTION: FLUSH
 AI0188_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0188+STABILITY: POSITION/ELEVATION WELL
 AI0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0188+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0188_ROD/PIPE-DEPTH: 12.8 meters
 AI0188_SLEEVE-DEPTH  : 2.0 meters
 AI0188
 AI0188  HISTORY     - Date     Condition        Report By
 AI0188  HISTORY     - 1998     MONUMENTED       SDDT
 AI0188  HISTORY     - 19980928 GOOD             NGS
 AI0188
 AI0188                          STATION DESCRIPTION
 AI0188
 AI0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0188'13.3 KM (8.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0188'STATE HIGHWAY 20 IN BUFFALO, 34.4 M (112.9 FT) NORTHEAST OF MILEPOST
 AI0188'118, 30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 AI0188'BELOW THE LEVEL OF THE HIGHWAY, 1.4 M (4.6 FT) NORTHWEST OF THE SOUTH
 AI0188'END OF 2 BRACED FENCE POSTS, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND
 AI0188'FENCE, AND 0.4 M (1.3 FT) EAST OF A METAL GUARD POST.  NOTE--THE DATUM
 AI0188'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI0188'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AI0188'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AI0188'THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0189 ***********************************************************************
 AI0189  DESIGNATION -  85 118.95
 AI0189  PID         -  AI0189
 AI0189  STATE/COUNTY-  SD/HARDING
 AI0189  COUNTRY     -  US
 AI0189  USGS QUAD   -  REDIG NE (2017)
 AI0189
 AI0189                         *CURRENT SURVEY CONTROL
 AI0189  ______________________________________________________________________
 AI0189* NAD 83(1986) POSITION- 45 28 29.44   (N) 103 32 42.86   (W)   HD_HELD1
 AI0189* NAVD 88 ORTHO HEIGHT -   929.193 (meters)     3048.53  (feet) ADJUSTED
 AI0189  ______________________________________________________________________
 AI0189  GEOID HEIGHT    -        -16.066 (meters)                     GEOID18
 AI0189  DYNAMIC HEIGHT  -        929.027 (meters)     3047.98  (feet) COMP
 AI0189  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 AI0189
 AI0189  VERT ORDER      -  FIRST     CLASS II
 AI0189
 AI0189.The horizontal coordinates were determined by differentially corrected
 AI0189.hand held GPS observations or other comparable positioning techniques
 AI0189.and have an estimated accuracy of +/- 3 meters.
 AI0189
 AI0189.The orthometric height was determined by differential leveling and
 AI0189.adjusted by the NATIONAL GEODETIC SURVEY
 AI0189.in April 2000.
 AI0189
 AI0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0189.GEOID18 height accuracy estimate available here.
 AI0189
 AI0189.Click photographs - Photos may exist for this station.
 AI0189
 AI0189.The dynamic height is computed by dividing the NAVD 88
 AI0189.geopotential number by the normal gravity value computed on the
 AI0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0189.degrees latitude (g = 980.6199 gals.).
 AI0189
 AI0189.The modeled gravity was interpolated from observed gravity values.
 AI0189
 AI0189;                    North         East    Units  Estimated Accuracy
 AI0189;SPC SD N     -   188,481.1     322,885.5     MT  (+/- 3 meters HH1 GPS) 
 AI0189
 AI0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1370636731(NAD 83)
 AI0189
 AI0189                          SUPERSEDED SURVEY CONTROL
 AI0189
 AI0189.No superseded survey control is available for this station.
 AI0189
 AI0189_MARKER: DD = SURVEY DISK
 AI0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0189_STAMPING: 85-118.95 1997
 AI0189_MARK LOGO: SDSM
 AI0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0189+STABILITY: SURFACE MOTION
 AI0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0189+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0189
 AI0189  HISTORY     - Date     Condition        Report By
 AI0189  HISTORY     - 1997     MONUMENTED       SDDT
 AI0189  HISTORY     - 19980928 GOOD             NGS
 AI0189
 AI0189                          STATION DESCRIPTION
 AI0189
 AI0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0189'11.9 KM (7.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0189'STATE HIGHWAY 20 IN BUFFALO, 88.1 M (289.0 FT) SOUTH OF MILEPOST 119,
 AI0189'30.7 M (100.7 FT) EAST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 AI0189'NORTHWEST OF THE SOUTH END OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT)
 AI0189'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST
 AI0189'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0189'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0190 ***********************************************************************
 AI0190  DESIGNATION -  85 120.00
 AI0190  PID         -  AI0190
 AI0190  STATE/COUNTY-  SD/HARDING
 AI0190  COUNTRY     -  US
 AI0190  USGS QUAD   -  REDIG NE (2017)
 AI0190
 AI0190                         *CURRENT SURVEY CONTROL
 AI0190  ______________________________________________________________________
 AI0190* NAD 83(1986) POSITION- 45 29 27.     (N) 103 32 43.     (W)   SCALED
 AI0190* NAVD 88 ORTHO HEIGHT -   912.332 (meters)     2993.21  (feet) ADJUSTED
 AI0190  ______________________________________________________________________
 AI0190  GEOID HEIGHT    -        -16.055 (meters)                     GEOID18
 AI0190  DYNAMIC HEIGHT  -        912.172 (meters)     2992.68  (feet) COMP
 AI0190  MODELED GRAVITY -    980,408.9   (mgal)                       NAVD 88
 AI0190
 AI0190  VERT ORDER      -  FIRST     CLASS II
 AI0190
 AI0190.The horizontal coordinates were scaled from a map and have
 AI0190.an estimated accuracy of +/- 6 seconds.
 AI0190
 AI0190.The orthometric height was determined by differential leveling and
 AI0190.adjusted by the NATIONAL GEODETIC SURVEY
 AI0190.in April 2000.
 AI0190
 AI0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0190.GEOID18 height accuracy estimate available here.
 AI0190
 AI0190.Click photographs - Photos may exist for this station.
 AI0190
 AI0190.The dynamic height is computed by dividing the NAVD 88
 AI0190.geopotential number by the normal gravity value computed on the
 AI0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0190.degrees latitude (g = 980.6199 gals.).
 AI0190
 AI0190.The modeled gravity was interpolated from observed gravity values.
 AI0190
 AI0190;                    North         East    Units  Estimated Accuracy
 AI0190;SPC SD N     -   190,260.      322,960.      MT  (+/- 180 meters Scaled)
 AI0190
 AI0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL136385(NAD 83)
 AI0190
 AI0190                          SUPERSEDED SURVEY CONTROL
 AI0190
 AI0190.No superseded survey control is available for this station.
 AI0190
 AI0190_MARKER: DD = SURVEY DISK
 AI0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0190_STAMPING: 85-120.00 1997
 AI0190_MARK LOGO: SDSM
 AI0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0190+STABILITY: SURFACE MOTION
 AI0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0190+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0190
 AI0190  HISTORY     - Date     Condition        Report By
 AI0190  HISTORY     - 1997     MONUMENTED       SDDT
 AI0190  HISTORY     - 19980928 GOOD             NGS
 AI0190
 AI0190                          STATION DESCRIPTION
 AI0190
 AI0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0190'10.1 KM (6.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0190'STATE HIGHWAY 20 IN BUFFALO, 29.9 M (98.1 FT) EAST OF THE HIGHWAY
 AI0190'CENTERLINE, 25.2 M (82.7 FT) SOUTH OF THE SOUTH END OF 2 BRACED FENCE
 AI0190'POSTS, 22.7 M (74.5 FT) NORTHEAST OF MILEPOST 120, 20.7 M (67.9 FT)
 AI0190'EAST OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 0.5 M (1.6 FT)
 AI0190'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST
 AI0190'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0190'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0191 ***********************************************************************
 AI0191  DESIGNATION -  85 121.00
 AI0191  PID         -  AI0191
 AI0191  STATE/COUNTY-  SD/HARDING
 AI0191  COUNTRY     -  US
 AI0191  USGS QUAD   -  BUFFALO (2017)
 AI0191
 AI0191                         *CURRENT SURVEY CONTROL
 AI0191  ______________________________________________________________________
 AI0191* NAD 83(1986) POSITION- 45 30 17.     (N) 103 32 43.     (W)   SCALED
 AI0191* NAVD 88 ORTHO HEIGHT -   903.493 (meters)     2964.21  (feet) ADJUSTED
 AI0191  ______________________________________________________________________
 AI0191  GEOID HEIGHT    -        -16.044 (meters)                     GEOID18
 AI0191  DYNAMIC HEIGHT  -        903.339 (meters)     2963.70  (feet) COMP
 AI0191  MODELED GRAVITY -    980,414.2   (mgal)                       NAVD 88
 AI0191
 AI0191  VERT ORDER      -  FIRST     CLASS II
 AI0191
 AI0191.The horizontal coordinates were scaled from a map and have
 AI0191.an estimated accuracy of +/- 6 seconds.
 AI0191
 AI0191.The orthometric height was determined by differential leveling and
 AI0191.adjusted by the NATIONAL GEODETIC SURVEY
 AI0191.in April 2000.
 AI0191
 AI0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0191.GEOID18 height accuracy estimate available here.
 AI0191
 AI0191.Click photographs - Photos may exist for this station.
 AI0191
 AI0191.The dynamic height is computed by dividing the NAVD 88
 AI0191.geopotential number by the normal gravity value computed on the
 AI0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0191.degrees latitude (g = 980.6199 gals.).
 AI0191
 AI0191.The modeled gravity was interpolated from observed gravity values.
 AI0191
 AI0191;                    North         East    Units  Estimated Accuracy
 AI0191;SPC SD N     -   191,800.      323,030.      MT  (+/- 180 meters Scaled)
 AI0191
 AI0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL136400(NAD 83)
 AI0191
 AI0191                          SUPERSEDED SURVEY CONTROL
 AI0191
 AI0191.No superseded survey control is available for this station.
 AI0191
 AI0191_MARKER: DD = SURVEY DISK
 AI0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0191_STAMPING: 85-121.00 1997
 AI0191_MARK LOGO: SDSM
 AI0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0191+STABILITY: SURFACE MOTION
 AI0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0191+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0191
 AI0191  HISTORY     - Date     Condition        Report By
 AI0191  HISTORY     - 1997     MONUMENTED       SDDT
 AI0191  HISTORY     - 19980928 GOOD             NGS
 AI0191
 AI0191                          STATION DESCRIPTION
 AI0191
 AI0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0191'8.5 KM (5.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0191'STATE HIGHWAY 20 IN BUFFALO, 30.1 M (98.8 FT) EAST OF THE HIGHWAY
 AI0191'CENTERLINE, 27.2 M (89.2 FT) SOUTHEAST OF THE EAST END OF A CULVERT
 AI0191'UNDER THE HIGHWAY, 20.2 M (66.3 FT) EAST OF MILEPOST 121, 1.0 M (3.3
 AI0191'FT) NORTHWEST OF THE SOUTH END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT)
 AI0191'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST
 AI0191'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0191'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0192 ***********************************************************************
 AI0192  DESIGNATION -  85 122.00
 AI0192  PID         -  AI0192
 AI0192  STATE/COUNTY-  SD/HARDING
 AI0192  COUNTRY     -  US
 AI0192  USGS QUAD   -  BUFFALO (2017)
 AI0192
 AI0192                         *CURRENT SURVEY CONTROL
 AI0192  ______________________________________________________________________
 AI0192* NAD 83(1986) POSITION- 45 31 08.     (N) 103 32 44.     (W)   SCALED
 AI0192* NAVD 88 ORTHO HEIGHT -   896.031 (meters)     2939.73  (feet) ADJUSTED
 AI0192  ______________________________________________________________________
 AI0192  GEOID HEIGHT    -        -16.031 (meters)                     GEOID18
 AI0192  DYNAMIC HEIGHT  -        895.881 (meters)     2939.24  (feet) COMP
 AI0192  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 AI0192
 AI0192  VERT ORDER      -  FIRST     CLASS II
 AI0192
 AI0192.The horizontal coordinates were scaled from a map and have
 AI0192.an estimated accuracy of +/- 6 seconds.
 AI0192
 AI0192.The orthometric height was determined by differential leveling and
 AI0192.adjusted by the NATIONAL GEODETIC SURVEY
 AI0192.in April 2000.
 AI0192
 AI0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0192.GEOID18 height accuracy estimate available here.
 AI0192
 AI0192.Click photographs - Photos may exist for this station.
 AI0192
 AI0192.The dynamic height is computed by dividing the NAVD 88
 AI0192.geopotential number by the normal gravity value computed on the
 AI0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0192.degrees latitude (g = 980.6199 gals.).
 AI0192
 AI0192.The modeled gravity was interpolated from observed gravity values.
 AI0192
 AI0192;                    North         East    Units  Estimated Accuracy
 AI0192;SPC SD N     -   193,370.      323,080.      MT  (+/- 180 meters Scaled)
 AI0192
 AI0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL135416(NAD 83)
 AI0192
 AI0192                          SUPERSEDED SURVEY CONTROL
 AI0192
 AI0192.No superseded survey control is available for this station.
 AI0192
 AI0192_MARKER: DD = SURVEY DISK
 AI0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0192_STAMPING: 85-122.00 1997
 AI0192_MARK LOGO: SDSM
 AI0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0192+STABILITY: SURFACE MOTION
 AI0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0192+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0192
 AI0192  HISTORY     - Date     Condition        Report By
 AI0192  HISTORY     - 1997     MONUMENTED       SDDT
 AI0192  HISTORY     - 19980928 GOOD             NGS
 AI0192
 AI0192                          STATION DESCRIPTION
 AI0192
 AI0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0192'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0192'STATE HIGHWAY 20 IN BUFFALO, 48.6 M (159.4 FT) SOUTHEAST OF MILEPOST
 AI0192'122, 30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT)
 AI0192'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.2 M (0.7 FT) WEST OF A
 AI0192'FENCE, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 AI0192'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0192'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0193 ***********************************************************************
 AI0193  DESIGNATION -  85 125.75
 AI0193  PID         -  AI0193
 AI0193  STATE/COUNTY-  SD/HARDING
 AI0193  COUNTRY     -  US
 AI0193  USGS QUAD   -  BUFFALO (2017)
 AI0193
 AI0193                         *CURRENT SURVEY CONTROL
 AI0193  ______________________________________________________________________
 AI0193* NAD 83(1986) POSITION- 45 34 25.     (N) 103 32 46.     (W)   SCALED
 AI0193* NAVD 88 ORTHO HEIGHT -   879.016 (meters)     2883.91  (feet) ADJUSTED
 AI0193  ______________________________________________________________________
 AI0193  GEOID HEIGHT    -        -15.979 (meters)                     GEOID18
 AI0193  DYNAMIC HEIGHT  -        878.879 (meters)     2883.46  (feet) COMP
 AI0193  MODELED GRAVITY -    980,429.7   (mgal)                       NAVD 88
 AI0193
 AI0193  VERT ORDER      -  FIRST     CLASS II
 AI0193
 AI0193.The horizontal coordinates were scaled from a map and have
 AI0193.an estimated accuracy of +/- 6 seconds.
 AI0193
 AI0193.The orthometric height was determined by differential leveling and
 AI0193.adjusted by the NATIONAL GEODETIC SURVEY
 AI0193.in April 2000.
 AI0193
 AI0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0193.GEOID18 height accuracy estimate available here.
 AI0193
 AI0193.Click photographs - Photos may exist for this station.
 AI0193
 AI0193.The dynamic height is computed by dividing the NAVD 88
 AI0193.geopotential number by the normal gravity value computed on the
 AI0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0193.degrees latitude (g = 980.6199 gals.).
 AI0193
 AI0193.The modeled gravity was interpolated from observed gravity values.
 AI0193
 AI0193;                    North         East    Units  Estimated Accuracy
 AI0193;SPC SD N     -   199,450.      323,300.      MT  (+/- 180 meters Scaled)
 AI0193
 AI0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL134477(NAD 83)
 AI0193
 AI0193                          SUPERSEDED SURVEY CONTROL
 AI0193
 AI0193.No superseded survey control is available for this station.
 AI0193
 AI0193_MARKER: DD = SURVEY DISK
 AI0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0193_STAMPING: 85-125.75 1997
 AI0193_MARK LOGO: SDSM
 AI0193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0193+STABILITY: SURFACE MOTION
 AI0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0193+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0193
 AI0193  HISTORY     - Date     Condition        Report By
 AI0193  HISTORY     - 1997     MONUMENTED       SDDT
 AI0193  HISTORY     - 19980928 GOOD             NGS
 AI0193
 AI0193                          STATION DESCRIPTION
 AI0193
 AI0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0193'0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0193'STATE HIGHWAY 20 IN BUFFALO, 372.0 M (1220.5 FT) SOUTH OF MILEPOST
 AI0193'126, 29.8 M (97.8 FT) WEST OF THE HIGHWAY CENTERLINE, 29.6 M (97.1 FT)
 AI0193'SOUTH OF THE MOST SOUTHERLY OF 2 DRIVEWAYS LEADING TO THE BUFFALO
 AI0193'CEMETERY, 3.3 M (10.8 FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 AI0193'SOUTHEAST OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AI0193'HIGHWAY, 0.3 M (1.0 FT) EAST OF A FENCE CORNER, AND THE MONUMENT IS
 AI0193'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0193'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0194 ***********************************************************************
 AI0194  DESIGNATION -  85 127.50
 AI0194  PID         -  AI0194
 AI0194  STATE/COUNTY-  SD/HARDING
 AI0194  COUNTRY     -  US
 AI0194  USGS QUAD   -  BUFFALO (2017)
 AI0194
 AI0194                         *CURRENT SURVEY CONTROL
 AI0194  ______________________________________________________________________
 AI0194* NAD 83(1986) POSITION- 45 35 55.     (N) 103 32 44.     (W)   SCALED
 AI0194* NAVD 88 ORTHO HEIGHT -   897.444 (meters)     2944.36  (feet) ADJUSTED
 AI0194  ______________________________________________________________________
 AI0194  GEOID HEIGHT    -        -15.946 (meters)                     GEOID18
 AI0194  DYNAMIC HEIGHT  -        897.306 (meters)     2943.91  (feet) COMP
 AI0194  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 AI0194
 AI0194  VERT ORDER      -  FIRST     CLASS II
 AI0194
 AI0194.The horizontal coordinates were scaled from a map and have
 AI0194.an estimated accuracy of +/- 6 seconds.
 AI0194
 AI0194.The orthometric height was determined by differential leveling and
 AI0194.adjusted by the NATIONAL GEODETIC SURVEY
 AI0194.in April 2000.
 AI0194
 AI0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0194.GEOID18 height accuracy estimate available here.
 AI0194
 AI0194.Click photographs - Photos may exist for this station.
 AI0194
 AI0194.The dynamic height is computed by dividing the NAVD 88
 AI0194.geopotential number by the normal gravity value computed on the
 AI0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0194.degrees latitude (g = 980.6199 gals.).
 AI0194
 AI0194.The modeled gravity was interpolated from observed gravity values.
 AI0194
 AI0194;                    North         East    Units  Estimated Accuracy
 AI0194;SPC SD N     -   202,220.      323,460.      MT  (+/- 180 meters Scaled)
 AI0194
 AI0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL134504(NAD 83)
 AI0194
 AI0194                          SUPERSEDED SURVEY CONTROL
 AI0194
 AI0194.No superseded survey control is available for this station.
 AI0194
 AI0194_MARKER: DD = SURVEY DISK
 AI0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0194_STAMPING: 85-127.50 1997
 AI0194_MARK LOGO: SDSM
 AI0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0194+STABILITY: SURFACE MOTION
 AI0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0194+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0194
 AI0194  HISTORY     - Date     Condition        Report By
 AI0194  HISTORY     - 1997     MONUMENTED       SDDT
 AI0194  HISTORY     - 19980928 GOOD             NGS
 AI0194
 AI0194                          STATION DESCRIPTION
 AI0194
 AI0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0194'1.9 KM (1.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0194'STATE HIGHWAY 20 IN BUFFALO, 754.0 M (2473.7 FT) NORTH OF MILEPOST
 AI0194'127, 30.6 M (100.4 FT) EAST OF THE HIGHWAY CENTERLINE, 25.6 M (84.0
 AI0194'FT) EAST OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 3.6 M (11.8
 AI0194'FT) EAST OF A FENCE CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 AI0194'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AI0194'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI0194'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0195 ***********************************************************************
 AI0195  DESIGNATION -  85 128.65
 AI0195  PID         -  AI0195
 AI0195  STATE/COUNTY-  SD/HARDING
 AI0195  COUNTRY     -  US
 AI0195  USGS QUAD   -  BUFFALO (2017)
 AI0195
 AI0195                         *CURRENT SURVEY CONTROL
 AI0195  ______________________________________________________________________
 AI0195* NAD 83(1986) POSITION- 45 36 56.     (N) 103 32 43.     (W)   SCALED
 AI0195* NAVD 88 ORTHO HEIGHT -   911.766 (meters)     2991.35  (feet) ADJUSTED
 AI0195  ______________________________________________________________________
 AI0195  GEOID HEIGHT    -        -15.923 (meters)                     GEOID18
 AI0195  DYNAMIC HEIGHT  -        911.625 (meters)     2990.89  (feet) COMP
 AI0195  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 AI0195
 AI0195  VERT ORDER      -  FIRST     CLASS II
 AI0195
 AI0195.The horizontal coordinates were scaled from a map and have
 AI0195.an estimated accuracy of +/- 6 seconds.
 AI0195
 AI0195.The orthometric height was determined by differential leveling and
 AI0195.adjusted by the NATIONAL GEODETIC SURVEY
 AI0195.in April 2000.
 AI0195
 AI0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0195.GEOID18 height accuracy estimate available here.
 AI0195
 AI0195.Click photographs - Photos may exist for this station.
 AI0195
 AI0195.The dynamic height is computed by dividing the NAVD 88
 AI0195.geopotential number by the normal gravity value computed on the
 AI0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0195.degrees latitude (g = 980.6199 gals.).
 AI0195
 AI0195.The modeled gravity was interpolated from observed gravity values.
 AI0195
 AI0195;                    North         East    Units  Estimated Accuracy
 AI0195;SPC SD N     -   204,110.      323,570.      MT  (+/- 180 meters Scaled)
 AI0195
 AI0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL134523(NAD 83)
 AI0195
 AI0195                          SUPERSEDED SURVEY CONTROL
 AI0195
 AI0195.No superseded survey control is available for this station.
 AI0195
 AI0195_MARKER: DD = SURVEY DISK
 AI0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0195_STAMPING: 85-128.65 1997
 AI0195_MARK LOGO: SDSM
 AI0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0195+STABILITY: SURFACE MOTION
 AI0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0195+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0195
 AI0195  HISTORY     - Date     Condition        Report By
 AI0195  HISTORY     - 1997     MONUMENTED       SDDT
 AI0195  HISTORY     - 19980928 GOOD             NGS
 AI0195
 AI0195                          STATION DESCRIPTION
 AI0195
 AI0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0195'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0195'STATE HIGHWAY 20 IN BUFFALO, 565.0 M (1853.7 FT) SOUTH OF MILEPOST
 AI0195'129, 30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 20.1 M (65.9 FT)
 AI0195'EAST OF THE EAST END OF A CULVERT UNDER THE HIGHWAY, 1.0 M (3.3 FT)
 AI0195'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF THE SOUTH
 AI0195'END OF 2 BRACED FENCE POSTS, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 AI0195'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI0195'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0196 ***********************************************************************
 AI0196  DESIGNATION -  85 129.60
 AI0196  PID         -  AI0196
 AI0196  STATE/COUNTY-  SD/HARDING
 AI0196  COUNTRY     -  US
 AI0196  USGS QUAD   -  MCKENZIE BUTTE (2017)
 AI0196
 AI0196                         *CURRENT SURVEY CONTROL
 AI0196  ______________________________________________________________________
 AI0196* NAD 83(1986) POSITION- 45 37 35.     (N) 103 32 10.     (W)   SCALED
 AI0196* NAVD 88 ORTHO HEIGHT -   889.578 (meters)     2918.56  (feet) ADJUSTED
 AI0196  ______________________________________________________________________
 AI0196  GEOID HEIGHT    -        -15.914 (meters)                     GEOID18
 AI0196  DYNAMIC HEIGHT  -        889.440 (meters)     2918.10  (feet) COMP
 AI0196  MODELED GRAVITY -    980,430.3   (mgal)                       NAVD 88
 AI0196
 AI0196  VERT ORDER      -  FIRST     CLASS II
 AI0196
 AI0196.The horizontal coordinates were scaled from a map and have
 AI0196.an estimated accuracy of +/- 6 seconds.
 AI0196
 AI0196.The orthometric height was determined by differential leveling and
 AI0196.adjusted by the NATIONAL GEODETIC SURVEY
 AI0196.in April 2000.
 AI0196
 AI0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0196.GEOID18 height accuracy estimate available here.
 AI0196
 AI0196.Click photographs - Photos may exist for this station.
 AI0196
 AI0196.The dynamic height is computed by dividing the NAVD 88
 AI0196.geopotential number by the normal gravity value computed on the
 AI0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0196.degrees latitude (g = 980.6199 gals.).
 AI0196
 AI0196.The modeled gravity was interpolated from observed gravity values.
 AI0196
 AI0196;                    North         East    Units  Estimated Accuracy
 AI0196;SPC SD N     -   205,280.      324,330.      MT  (+/- 180 meters Scaled)
 AI0196
 AI0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL141535(NAD 83)
 AI0196
 AI0196                          SUPERSEDED SURVEY CONTROL
 AI0196
 AI0196.No superseded survey control is available for this station.
 AI0196
 AI0196_MARKER: Z = SEE DESCRIPTION
 AI0196_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0196_STAMPING: 85-129.60 1998
 AI0196_MARK LOGO: NGS
 AI0196_PROJECTION: FLUSH
 AI0196_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0196+STABILITY: POSITION/ELEVATION WELL
 AI0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0196+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0196_ROD/PIPE-DEPTH: 12.8 meters
 AI0196_SLEEVE-DEPTH  : 2.0 meters
 AI0196
 AI0196  HISTORY     - Date     Condition        Report By
 AI0196  HISTORY     - 1998     MONUMENTED       SDDT
 AI0196  HISTORY     - 19980928 GOOD             NGS
 AI0196
 AI0196                          STATION DESCRIPTION
 AI0196
 AI0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0196'5.4 KM (3.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0196'STATE HIGHWAY 20 IN BUFFALO, 578.0 M (1896.3 FT) SOUTH OF MILEPOST
 AI0196'130, 29.5 M (96.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.9 M (19.4
 AI0196'FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT)
 AI0196'SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.4
 AI0196'M (1.3 FT) NORTHWEST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) BELOW
 AI0196'THE LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 AI0196'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AI0196'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AI0196'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE MONUMENT IS ON
 AI0196'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0197 ***********************************************************************
 AI0197  DESIGNATION -  85 130.65
 AI0197  PID         -  AI0197
 AI0197  STATE/COUNTY-  SD/HARDING
 AI0197  COUNTRY     -  US
 AI0197  USGS QUAD   -  MCKENZIE BUTTE (2017)
 AI0197
 AI0197                         *CURRENT SURVEY CONTROL
 AI0197  ______________________________________________________________________
 AI0197* NAD 83(1986) POSITION- 45 38 03.     (N) 103 31 00.     (W)   SCALED
 AI0197* NAVD 88 ORTHO HEIGHT -   890.225 (meters)     2920.68  (feet) ADJUSTED
 AI0197  ______________________________________________________________________
 AI0197  GEOID HEIGHT    -        -15.916 (meters)                     GEOID18
 AI0197  DYNAMIC HEIGHT  -        890.090 (meters)     2920.24  (feet) COMP
 AI0197  MODELED GRAVITY -    980,433.7   (mgal)                       NAVD 88
 AI0197
 AI0197  VERT ORDER      -  FIRST     CLASS II
 AI0197
 AI0197.The horizontal coordinates were scaled from a map and have
 AI0197.an estimated accuracy of +/- 6 seconds.
 AI0197
 AI0197.The orthometric height was determined by differential leveling and
 AI0197.adjusted by the NATIONAL GEODETIC SURVEY
 AI0197.in April 2000.
 AI0197
 AI0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0197.GEOID18 height accuracy estimate available here.
 AI0197
 AI0197.Click photographs - Photos may exist for this station.
 AI0197
 AI0197.The dynamic height is computed by dividing the NAVD 88
 AI0197.geopotential number by the normal gravity value computed on the
 AI0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0197.degrees latitude (g = 980.6199 gals.).
 AI0197
 AI0197.The modeled gravity was interpolated from observed gravity values.
 AI0197
 AI0197;                    North         East    Units  Estimated Accuracy
 AI0197;SPC SD N     -   206,070.      325,890.      MT  (+/- 180 meters Scaled)
 AI0197
 AI0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL156544(NAD 83)
 AI0197
 AI0197                          SUPERSEDED SURVEY CONTROL
 AI0197
 AI0197.No superseded survey control is available for this station.
 AI0197
 AI0197_MARKER: DD = SURVEY DISK
 AI0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0197_STAMPING: 85-130.65 1997
 AI0197_MARK LOGO: SDSM
 AI0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0197+STABILITY: SURFACE MOTION
 AI0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0197+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0197
 AI0197  HISTORY     - Date     Condition        Report By
 AI0197  HISTORY     - 1997     MONUMENTED       SDDT
 AI0197  HISTORY     - 19980928 GOOD             NGS
 AI0197
 AI0197                          STATION DESCRIPTION
 AI0197
 AI0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0197'7.0 KM (4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0197'STATE HIGHWAY 20 IN BUFFALO, 639.0 M (2096.5 FT) SOUTH OF MILEPOST
 AI0197'131, 52.0 M (170.6 FT) SOUTHWEST OF THE NORTHWEST END OF A CULVERT
 AI0197'UNDER THE HIGHWAY, 30.1 M (98.8 FT) NORTHWEST OF THE HIGHWAY
 AI0197'CENTERLINE, 1.0 M (3.3 FT) NORTHEAST OF THE SOUTHWEST END OF 2 BRACED
 AI0197'FENCE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AI0197'FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI0197'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0197'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0198 ***********************************************************************
 AI0198  DESIGNATION -  85 131.60
 AI0198  PID         -  AI0198
 AI0198  STATE/COUNTY-  SD/HARDING
 AI0198  COUNTRY     -  US
 AI0198  USGS QUAD   -  HAY CREEK (2017)
 AI0198
 AI0198                         *CURRENT SURVEY CONTROL
 AI0198  ______________________________________________________________________
 AI0198* NAD 83(1986) POSITION- 45 38 33.     (N) 103 29 55.     (W)   SCALED
 AI0198* NAVD 88 ORTHO HEIGHT -   897.297 (meters)     2943.88  (feet) ADJUSTED
 AI0198  ______________________________________________________________________
 AI0198  GEOID HEIGHT    -        -15.919 (meters)                     GEOID18
 AI0198  DYNAMIC HEIGHT  -        897.165 (meters)     2943.45  (feet) COMP
 AI0198  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 AI0198
 AI0198  VERT ORDER      -  FIRST     CLASS II
 AI0198
 AI0198.The horizontal coordinates were scaled from a map and have
 AI0198.an estimated accuracy of +/- 6 seconds.
 AI0198
 AI0198.The orthometric height was determined by differential leveling and
 AI0198.adjusted by the NATIONAL GEODETIC SURVEY
 AI0198.in April 2000.
 AI0198
 AI0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0198.GEOID18 height accuracy estimate available here.
 AI0198
 AI0198.Click photographs - Photos may exist for this station.
 AI0198
 AI0198.The dynamic height is computed by dividing the NAVD 88
 AI0198.geopotential number by the normal gravity value computed on the
 AI0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0198.degrees latitude (g = 980.6199 gals.).
 AI0198
 AI0198.The modeled gravity was interpolated from observed gravity values.
 AI0198
 AI0198;                    North         East    Units  Estimated Accuracy
 AI0198;SPC SD N     -   206,940.      327,330.      MT  (+/- 180 meters Scaled)
 AI0198
 AI0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL170554(NAD 83)
 AI0198
 AI0198                          SUPERSEDED SURVEY CONTROL
 AI0198
 AI0198.No superseded survey control is available for this station.
 AI0198
 AI0198_MARKER: DD = SURVEY DISK
 AI0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0198_STAMPING: 85-131.60 1997
 AI0198_MARK LOGO: SDSM
 AI0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0198+STABILITY: SURFACE MOTION
 AI0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0198+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0198
 AI0198  HISTORY     - Date     Condition        Report By
 AI0198  HISTORY     - 1997     MONUMENTED       SDDT
 AI0198  HISTORY     - 19980928 GOOD             NGS
 AI0198
 AI0198                          STATION DESCRIPTION
 AI0198
 AI0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0198'8.7 KM (5.40 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0198'STATE HIGHWAY 20 IN BUFFALO, 573.0 M (1879.9 FT) SOUTH OF MILEPOST
 AI0198'132, 68.5 M (224.7 FT) NORTHEAST OF A WINDMILL, 29.8 M (97.8 FT)
 AI0198'NORTHWEST OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) SOUTHWEST OF THE
 AI0198'CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AI0198'HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE
 AI0198'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI0198'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0199 ***********************************************************************
 AI0199  DESIGNATION -  85 133.50
 AI0199  PID         -  AI0199
 AI0199  STATE/COUNTY-  SD/HARDING
 AI0199  COUNTRY     -  US
 AI0199  USGS QUAD   -  HAY CREEK (2017)
 AI0199
 AI0199                         *CURRENT SURVEY CONTROL
 AI0199  ______________________________________________________________________
 AI0199* NAD 83(1986) POSITION- 45 39 53.     (N) 103 29 02.     (W)   SCALED
 AI0199* NAVD 88 ORTHO HEIGHT -   904.976 (meters)     2969.08  (feet) ADJUSTED
 AI0199  ______________________________________________________________________
 AI0199  GEOID HEIGHT    -        -15.901 (meters)                     GEOID18
 AI0199  DYNAMIC HEIGHT  -        904.847 (meters)     2968.65  (feet) COMP
 AI0199  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 AI0199
 AI0199  VERT ORDER      -  FIRST     CLASS II
 AI0199
 AI0199.The horizontal coordinates were scaled from a map and have
 AI0199.an estimated accuracy of +/- 6 seconds.
 AI0199
 AI0199.The orthometric height was determined by differential leveling and
 AI0199.adjusted by the NATIONAL GEODETIC SURVEY
 AI0199.in April 2000.
 AI0199
 AI0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0199.GEOID18 height accuracy estimate available here.
 AI0199
 AI0199.Click photographs - Photos may exist for this station.
 AI0199
 AI0199.The dynamic height is computed by dividing the NAVD 88
 AI0199.geopotential number by the normal gravity value computed on the
 AI0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0199.degrees latitude (g = 980.6199 gals.).
 AI0199
 AI0199.The modeled gravity was interpolated from observed gravity values.
 AI0199
 AI0199;                    North         East    Units  Estimated Accuracy
 AI0199;SPC SD N     -   209,360.      328,590.      MT  (+/- 180 meters Scaled)
 AI0199
 AI0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL181579(NAD 83)
 AI0199
 AI0199                          SUPERSEDED SURVEY CONTROL
 AI0199
 AI0199.No superseded survey control is available for this station.
 AI0199
 AI0199_MARKER: DD = SURVEY DISK
 AI0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0199_STAMPING: 85-133.50 1997
 AI0199_MARK LOGO: SDSM
 AI0199_PROJECTION: FLUSH
 AI0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0199+STABILITY: SURFACE MOTION
 AI0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0199+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0199
 AI0199  HISTORY     - Date     Condition        Report By
 AI0199  HISTORY     - 1997     MONUMENTED       SDDT
 AI0199  HISTORY     - 19980928 GOOD             NGS
 AI0199  HISTORY     - 20200507 GOOD             SDDT
 AI0199
 AI0199                          STATION DESCRIPTION
 AI0199
 AI0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0199'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0199'STATE HIGHWAY 20 IN BUFFALO, 816.0 M (2677.2 FT) NORTH OF MILEPOST
 AI0199'133, 45.2 M (148.3 FT) WEST OF THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT)
 AI0199'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) ABOVE THE
 AI0199'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND THE
 AI0199'CENTER 1 OF 3 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE
 AI0199'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0199
 AI0199                          STATION RECOVERY (2020)
 AI0199
 AI0199'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0200 ***********************************************************************
 AI0200  DESIGNATION -  85 135.65
 AI0200  PID         -  AI0200
 AI0200  STATE/COUNTY-  SD/HARDING
 AI0200  COUNTRY     -  US
 AI0200  USGS QUAD   -  HAY CREEK (2017)
 AI0200
 AI0200                         *CURRENT SURVEY CONTROL
 AI0200  ______________________________________________________________________
 AI0200* NAD 83(1986) POSITION- 45 41 44.     (N) 103 29 00.     (W)   SCALED
 AI0200* NAVD 88 ORTHO HEIGHT -   879.436 (meters)     2885.28  (feet) ADJUSTED
 AI0200  ______________________________________________________________________
 AI0200  GEOID HEIGHT    -        -15.867 (meters)                     GEOID18
 AI0200  DYNAMIC HEIGHT  -        879.312 (meters)     2884.88  (feet) COMP
 AI0200  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 AI0200
 AI0200  VERT ORDER      -  FIRST     CLASS II
 AI0200
 AI0200.The horizontal coordinates were scaled from a map and have
 AI0200.an estimated accuracy of +/- 6 seconds.
 AI0200
 AI0200.The orthometric height was determined by differential leveling and
 AI0200.adjusted by the NATIONAL GEODETIC SURVEY
 AI0200.in April 2000.
 AI0200
 AI0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0200.GEOID18 height accuracy estimate available here.
 AI0200
 AI0200.Click photographs - Photos may exist for this station.
 AI0200
 AI0200.The dynamic height is computed by dividing the NAVD 88
 AI0200.geopotential number by the normal gravity value computed on the
 AI0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0200.degrees latitude (g = 980.6199 gals.).
 AI0200
 AI0200.The modeled gravity was interpolated from observed gravity values.
 AI0200
 AI0200;                    North         East    Units  Estimated Accuracy
 AI0200;SPC SD N     -   212,780.      328,780.      MT  (+/- 180 meters Scaled)
 AI0200
 AI0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL180613(NAD 83)
 AI0200
 AI0200                          SUPERSEDED SURVEY CONTROL
 AI0200
 AI0200.No superseded survey control is available for this station.
 AI0200
 AI0200_MARKER: P = PIPE CAP
 AI0200_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0200_STAMPING: 85-135.65 1998
 AI0200_MARK LOGO: NGS
 AI0200_PROJECTION: FLUSH
 AI0200_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0200+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0200_ROD/PIPE-DEPTH: 12.8 meters
 AI0200_SLEEVE-DEPTH  : 2.0 meters
 AI0200
 AI0200  HISTORY     - Date     Condition        Report By
 AI0200  HISTORY     - 1998     MONUMENTED       SDDT
 AI0200  HISTORY     - 19980928 GOOD             NGS
 AI0200  HISTORY     - 20200507 GOOD             SDDT
 AI0200
 AI0200                          STATION DESCRIPTION
 AI0200
 AI0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0200'15.1 KM (9.40 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI0200'STATE HIGHWAY 20 IN BUFFALO, 593.0 M (1945.5 FT) SOUTH OF MILEPOST
 AI0200'136, 29.8 M (97.8 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 AI0200'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF THE CENTER
 AI0200'1 OF 3 BRACED FENCE POSTS, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 AI0200'FENCE, AND 0.3 M (1.0 FT) EAST OF A METAL GUARD POST. NOTE--THE DATUM
 AI0200'POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI0200'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AI0200'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AI0200'THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0200
 AI0200                          STATION RECOVERY (2020)
 AI0200
 AI0200'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0778 ***********************************************************************
 AI0778  DESIGNATION -  85 136.70
 AI0778  PID         -  AI0778
 AI0778  STATE/COUNTY-  SD/HARDING
 AI0778  COUNTRY     -  US
 AI0778  USGS QUAD   -  HAY CREEK (2017)
 AI0778
 AI0778                         *CURRENT SURVEY CONTROL
 AI0778  ______________________________________________________________________
 AI0778* NAD 83(1986) POSITION- 45 42 27.     (N) 103 28 17.     (W)   SCALED
 AI0778* NAVD 88 ORTHO HEIGHT -   901.434 (meters)     2957.45  (feet) ADJUSTED
 AI0778  ______________________________________________________________________
 AI0778  GEOID HEIGHT    -        -15.861 (meters)                     GEOID18
 AI0778  DYNAMIC HEIGHT  -        901.309 (meters)     2957.04  (feet) COMP
 AI0778  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 AI0778
 AI0778  VERT ORDER      -  FIRST     CLASS II
 AI0778
 AI0778.The horizontal coordinates were scaled from a map and have
 AI0778.an estimated accuracy of +/- 6 seconds.
 AI0778
 AI0778.The orthometric height was determined by differential leveling and
 AI0778.adjusted by the NATIONAL GEODETIC SURVEY
 AI0778.in April 2000.
 AI0778
 AI0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0778.GEOID18 height accuracy estimate available here.
 AI0778
 AI0778.Click photographs - Photos may exist for this station.
 AI0778
 AI0778.The dynamic height is computed by dividing the NAVD 88
 AI0778.geopotential number by the normal gravity value computed on the
 AI0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0778.degrees latitude (g = 980.6199 gals.).
 AI0778
 AI0778.The modeled gravity was interpolated from observed gravity values.
 AI0778
 AI0778;                    North         East    Units  Estimated Accuracy
 AI0778;SPC SD N     -   214,070.      329,760.      MT  (+/- 180 meters Scaled)
 AI0778
 AI0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL189626(NAD 83)
 AI0778
 AI0778                          SUPERSEDED SURVEY CONTROL
 AI0778
 AI0778.No superseded survey control is available for this station.
 AI0778
 AI0778_MARKER: DD = SURVEY DISK
 AI0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0778_STAMPING: 85-136.70 1997
 AI0778_MARK LOGO: SDSM
 AI0778_PROJECTION: FLUSH
 AI0778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0778+STABILITY: SURFACE MOTION
 AI0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0778+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0778
 AI0778  HISTORY     - Date     Condition        Report By
 AI0778  HISTORY     - 1997     MONUMENTED       SDDT
 AI0778  HISTORY     - 19980928 GOOD             NGS
 AI0778  HISTORY     - 20200507 GOOD             SDDT
 AI0778
 AI0778                          STATION DESCRIPTION
 AI0778
 AI0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0778'16.3 KM (10.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST
 AI0778'OFFICE IN LUDLOW, 533.0 M (1748.7 FT) SOUTH OF MILEPOST 137, 30.1 M
 AI0778'(98.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.4 M (7.9 FT)
 AI0778'SOUTHWEST OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 1.3 M (4.3 FT)
 AI0778'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS
 AI0778'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI0778'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0778
 AI0778                          STATION RECOVERY (2020)
 AI0778
 AI0778'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0779 ***********************************************************************
 AI0779  DESIGNATION -  85 137.70
 AI0779  PID         -  AI0779
 AI0779  STATE/COUNTY-  SD/HARDING
 AI0779  COUNTRY     -  US
 AI0779  USGS QUAD   -  HAY CREEK (2017)
 AI0779
 AI0779                         *CURRENT SURVEY CONTROL
 AI0779  ______________________________________________________________________
 AI0779* NAD 83(1986) POSITION- 45 43 09.     (N) 103 27 27.     (W)   SCALED
 AI0779* NAVD 88 ORTHO HEIGHT -   895.346 (meters)     2937.48  (feet) ADJUSTED
 AI0779  ______________________________________________________________________
 AI0779  GEOID HEIGHT    -        -15.863 (meters)                     GEOID18
 AI0779  DYNAMIC HEIGHT  -        895.224 (meters)     2937.08  (feet) COMP
 AI0779  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 AI0779
 AI0779  VERT ORDER      -  FIRST     CLASS II
 AI0779
 AI0779.The horizontal coordinates were scaled from a map and have
 AI0779.an estimated accuracy of +/- 6 seconds.
 AI0779
 AI0779.The orthometric height was determined by differential leveling and
 AI0779.adjusted by the NATIONAL GEODETIC SURVEY
 AI0779.in April 2000.
 AI0779
 AI0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0779.GEOID18 height accuracy estimate available here.
 AI0779
 AI0779.Click photographs - Photos may exist for this station.
 AI0779
 AI0779.The dynamic height is computed by dividing the NAVD 88
 AI0779.geopotential number by the normal gravity value computed on the
 AI0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0779.degrees latitude (g = 980.6199 gals.).
 AI0779
 AI0779.The modeled gravity was interpolated from observed gravity values.
 AI0779
 AI0779;                    North         East    Units  Estimated Accuracy
 AI0779;SPC SD N     -   215,310.      330,900.      MT  (+/- 180 meters Scaled)
 AI0779
 AI0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL200640(NAD 83)
 AI0779
 AI0779                          SUPERSEDED SURVEY CONTROL
 AI0779
 AI0779.No superseded survey control is available for this station.
 AI0779
 AI0779_MARKER: DD = SURVEY DISK
 AI0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0779_STAMPING: 85-137.70 1997
 AI0779_MARK LOGO: SDSM
 AI0779_PROJECTION: FLUSH
 AI0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0779+STABILITY: SURFACE MOTION
 AI0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0779+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0779
 AI0779  HISTORY     - Date     Condition        Report By
 AI0779  HISTORY     - 1997     MONUMENTED       SDDT
 AI0779  HISTORY     - 19980928 GOOD             NGS
 AI0779  HISTORY     - 20200507 GOOD             SDDT
 AI0779
 AI0779                          STATION DESCRIPTION
 AI0779
 AI0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0779'14.7 KM (9.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0779'IN LUDLOW, 480.0 M (1574.8 FT) SOUTH OF MILEPOST 138, 55.4 M (181.8
 AI0779'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) NORTHEAST OF
 AI0779'THE CENTER OF A FIELD ENTRANCE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 AI0779'HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE
 AI0779'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI0779'HIGHWAY RIGHT-OF-WAY.
 AI0779
 AI0779                          STATION RECOVERY (2020)
 AI0779
 AI0779'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0780 ***********************************************************************
 AI0780  DESIGNATION -  85 138.70
 AI0780  PID         -  AI0780
 AI0780  STATE/COUNTY-  SD/HARDING
 AI0780  COUNTRY     -  US
 AI0780  USGS QUAD   -  HAY CREEK (2017)
 AI0780
 AI0780                         *CURRENT SURVEY CONTROL
 AI0780  ______________________________________________________________________
 AI0780* NAD 83(1986) POSITION- 45 43 48.     (N) 103 26 40.     (W)   SCALED
 AI0780* NAVD 88 ORTHO HEIGHT -   886.467 (meters)     2908.35  (feet) ADJUSTED
 AI0780  ______________________________________________________________________
 AI0780  GEOID HEIGHT    -        -15.870 (meters)                     GEOID18
 AI0780  DYNAMIC HEIGHT  -        886.347 (meters)     2907.96  (feet) COMP
 AI0780  MODELED GRAVITY -    980,450.0   (mgal)                       NAVD 88
 AI0780
 AI0780  VERT ORDER      -  FIRST     CLASS II
 AI0780
 AI0780.The horizontal coordinates were scaled from a map and have
 AI0780.an estimated accuracy of +/- 6 seconds.
 AI0780
 AI0780.The orthometric height was determined by differential leveling and
 AI0780.adjusted by the NATIONAL GEODETIC SURVEY
 AI0780.in April 2000.
 AI0780
 AI0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0780.GEOID18 height accuracy estimate available here.
 AI0780
 AI0780.Click photographs - Photos may exist for this station.
 AI0780
 AI0780.The dynamic height is computed by dividing the NAVD 88
 AI0780.geopotential number by the normal gravity value computed on the
 AI0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0780.degrees latitude (g = 980.6199 gals.).
 AI0780
 AI0780.The modeled gravity was interpolated from observed gravity values.
 AI0780
 AI0780;                    North         East    Units  Estimated Accuracy
 AI0780;SPC SD N     -   216,470.      331,970.      MT  (+/- 180 meters Scaled)
 AI0780
 AI0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL210652(NAD 83)
 AI0780
 AI0780                          SUPERSEDED SURVEY CONTROL
 AI0780
 AI0780.No superseded survey control is available for this station.
 AI0780
 AI0780_MARKER: DD = SURVEY DISK
 AI0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0780_STAMPING: 85-138.70 1997
 AI0780_MARK LOGO: SDSM
 AI0780_PROJECTION: FLUSH
 AI0780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0780+STABILITY: SURFACE MOTION
 AI0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0780+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0780
 AI0780  HISTORY     - Date     Condition        Report By
 AI0780  HISTORY     - 1997     MONUMENTED       SDDT
 AI0780  HISTORY     - 19980928 GOOD             NGS
 AI0780  HISTORY     - 20200507 GOOD             SDDT
 AI0780
 AI0780                          STATION DESCRIPTION
 AI0780
 AI0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0780'13.0 KM (8.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0780'IN LUDLOW, 466.0 M (1528.9 FT) SOUTH OF MILEPOST 139, 40.5 M (132.9
 AI0780'FT) SOUTHWEST OF A T-FENCE CORNER, 32.5 M (106.6 FT) NORTHWEST OF THE
 AI0780'HIGHWAY CENTERLINE, 12.1 M (39.7 FT) NORTHEAST OF THE NORTHEAST END OF
 AI0780'3 BRACED FENCE POSTS, 3.2 M (10.5 FT) NORTHEAST OF THE CENTER OF A
 AI0780'FIELD ENTRANCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AI0780'(1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI0780'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0780'RIGHT-OF-WAY.
 AI0780
 AI0780                          STATION RECOVERY (2020)
 AI0780
 AI0780'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0781 ***********************************************************************
 AI0781  DESIGNATION -  85 139.75
 AI0781  PID         -  AI0781
 AI0781  STATE/COUNTY-  SD/HARDING
 AI0781  COUNTRY     -  US
 AI0781  USGS QUAD   -  HAY CREEK (2017)
 AI0781
 AI0781                         *CURRENT SURVEY CONTROL
 AI0781  ______________________________________________________________________
 AI0781* NAD 83(1986) POSITION- 45 44 30.     (N) 103 25 49.     (W)   SCALED
 AI0781* NAVD 88 ORTHO HEIGHT -   859.263 (meters)     2819.10  (feet) ADJUSTED
 AI0781  ______________________________________________________________________
 AI0781  GEOID HEIGHT    -        -15.881 (meters)                     GEOID18
 AI0781  DYNAMIC HEIGHT  -        859.148 (meters)     2818.72  (feet) COMP
 AI0781  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 AI0781
 AI0781  VERT ORDER      -  FIRST     CLASS II
 AI0781
 AI0781.The horizontal coordinates were scaled from a map and have
 AI0781.an estimated accuracy of +/- 6 seconds.
 AI0781
 AI0781.The orthometric height was determined by differential leveling and
 AI0781.adjusted by the NATIONAL GEODETIC SURVEY
 AI0781.in April 2000.
 AI0781
 AI0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0781.GEOID18 height accuracy estimate available here.
 AI0781
 AI0781.Click photographs - Photos may exist for this station.
 AI0781
 AI0781.The dynamic height is computed by dividing the NAVD 88
 AI0781.geopotential number by the normal gravity value computed on the
 AI0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0781.degrees latitude (g = 980.6199 gals.).
 AI0781
 AI0781.The modeled gravity was interpolated from observed gravity values.
 AI0781
 AI0781;                    North         East    Units  Estimated Accuracy
 AI0781;SPC SD N     -   217,720.      333,120.      MT  (+/- 180 meters Scaled)
 AI0781
 AI0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL221665(NAD 83)
 AI0781
 AI0781                          SUPERSEDED SURVEY CONTROL
 AI0781
 AI0781.No superseded survey control is available for this station.
 AI0781
 AI0781_MARKER: DD = SURVEY DISK
 AI0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0781_STAMPING: 85-139.75 1997
 AI0781_MARK LOGO: SDSM
 AI0781_PROJECTION: FLUSH
 AI0781_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0781+STABILITY: SURFACE MOTION
 AI0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0781+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0781
 AI0781  HISTORY     - Date     Condition        Report By
 AI0781  HISTORY     - 1997     MONUMENTED       SDDT
 AI0781  HISTORY     - 19980928 GOOD             NGS
 AI0781  HISTORY     - 20200507 GOOD             SDDT
 AI0781
 AI0781                          STATION DESCRIPTION
 AI0781
 AI0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0781'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0781'IN LUDLOW, 423.0 M (1387.8 FT) SOUTH OF MILEPOST 140, 30.1 M (98.8 FT)
 AI0781'NORTHWEST OF THE HIGHWAY CENTERLINE, 5.2 M (17.1 FT) NORTHEAST OF THE
 AI0781'CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AI0781'HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE
 AI0781'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI0781'HIGHWAY RIGHT-OF-WAY.
 AI0781
 AI0781                          STATION RECOVERY (2020)
 AI0781
 AI0781'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0782 ***********************************************************************
 AI0782  DESIGNATION -  85 140.80
 AI0782  PID         -  AI0782
 AI0782  STATE/COUNTY-  SD/HARDING
 AI0782  COUNTRY     -  US
 AI0782  USGS QUAD   -  LUDLOW (2017)
 AI0782
 AI0782                         *CURRENT SURVEY CONTROL
 AI0782  ______________________________________________________________________
 AI0782* NAD 83(1986) POSITION- 45 45 12.     (N) 103 24 55.     (W)   SCALED
 AI0782* NAVD 88 ORTHO HEIGHT -   884.742 (meters)     2902.69  (feet) ADJUSTED
 AI0782  ______________________________________________________________________
 AI0782  GEOID HEIGHT    -        -15.889 (meters)                     GEOID18
 AI0782  DYNAMIC HEIGHT  -        884.624 (meters)     2902.30  (feet) COMP
 AI0782  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 AI0782
 AI0782  VERT ORDER      -  FIRST     CLASS II
 AI0782
 AI0782.The horizontal coordinates were scaled from a map and have
 AI0782.an estimated accuracy of +/- 6 seconds.
 AI0782
 AI0782.The orthometric height was determined by differential leveling and
 AI0782.adjusted by the NATIONAL GEODETIC SURVEY
 AI0782.in April 2000.
 AI0782
 AI0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0782.GEOID18 height accuracy estimate available here.
 AI0782
 AI0782.Click photographs - Photos may exist for this station.
 AI0782
 AI0782.The dynamic height is computed by dividing the NAVD 88
 AI0782.geopotential number by the normal gravity value computed on the
 AI0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0782.degrees latitude (g = 980.6199 gals.).
 AI0782
 AI0782.The modeled gravity was interpolated from observed gravity values.
 AI0782
 AI0782;                    North         East    Units  Estimated Accuracy
 AI0782;SPC SD N     -   218,970.      334,340.      MT  (+/- 180 meters Scaled)
 AI0782
 AI0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL232678(NAD 83)
 AI0782
 AI0782                          SUPERSEDED SURVEY CONTROL
 AI0782
 AI0782.No superseded survey control is available for this station.
 AI0782
 AI0782_MARKER: Z = SEE DESCRIPTION
 AI0782_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0782_STAMPING: 85-140.80 1998
 AI0782_MARK LOGO: NGS
 AI0782_PROJECTION: FLUSH
 AI0782_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0782+STABILITY: POSITION/ELEVATION WELL
 AI0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0782+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0782_ROD/PIPE-DEPTH: 13.0 meters
 AI0782_SLEEVE-DEPTH  : 2.0 meters
 AI0782
 AI0782  HISTORY     - Date     Condition        Report By
 AI0782  HISTORY     - 1998     MONUMENTED       SDDT
 AI0782  HISTORY     - 19980928 GOOD             NGS
 AI0782
 AI0782                          STATION DESCRIPTION
 AI0782
 AI0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0782'9.7 KM (6.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0782'IN LUDLOW, 304.0 M (997.4 FT) SOUTH OF MILEPOST 141, 29.2 M (95.8 FT)
 AI0782'SOUTHEAST OF THE HIGHWAY CENTERLINE, 21.2 M (69.6 FT) SOUTH OF THE
 AI0782'SOUTHEAST END OF A CULVERT UNDER THE HIGHWAY, 1.6 M (5.2 FT) SOUTHWEST
 AI0782'OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 AI0782'THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND
 AI0782'0.4 M (1.3 FT) SOUTHEAST OF A METAL GUARD POST.  NOTE--THE DATUM POINT
 AI0782'IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS
 AI0782'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AI0782'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AI0782'THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0783 ***********************************************************************
 AI0783  DESIGNATION -  85 141.90
 AI0783  PID         -  AI0783
 AI0783  STATE/COUNTY-  SD/HARDING
 AI0783  COUNTRY     -  US
 AI0783  USGS QUAD   -  LUDLOW (2017)
 AI0783
 AI0783                         *CURRENT SURVEY CONTROL
 AI0783  ______________________________________________________________________
 AI0783* NAD 83(1986) POSITION- 45 46 04.     (N) 103 24 23.     (W)   SCALED
 AI0783* NAVD 88 ORTHO HEIGHT -   904.264 (meters)     2966.74  (feet) ADJUSTED
 AI0783  ______________________________________________________________________
 AI0783  GEOID HEIGHT    -        -15.886 (meters)                     GEOID18
 AI0783  DYNAMIC HEIGHT  -        904.145 (meters)     2966.35  (feet) COMP
 AI0783  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 AI0783
 AI0783  VERT ORDER      -  FIRST     CLASS II
 AI0783
 AI0783.The horizontal coordinates were scaled from a map and have
 AI0783.an estimated accuracy of +/- 6 seconds.
 AI0783
 AI0783.The orthometric height was determined by differential leveling and
 AI0783.adjusted by the NATIONAL GEODETIC SURVEY
 AI0783.in April 2000.
 AI0783
 AI0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0783.GEOID18 height accuracy estimate available here.
 AI0783
 AI0783.Click photographs - Photos may exist for this station.
 AI0783
 AI0783.The dynamic height is computed by dividing the NAVD 88
 AI0783.geopotential number by the normal gravity value computed on the
 AI0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0783.degrees latitude (g = 980.6199 gals.).
 AI0783
 AI0783.The modeled gravity was interpolated from observed gravity values.
 AI0783
 AI0783;                    North         East    Units  Estimated Accuracy
 AI0783;SPC SD N     -   220,540.      335,100.      MT  (+/- 180 meters Scaled)
 AI0783
 AI0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL239694(NAD 83)
 AI0783
 AI0783                          SUPERSEDED SURVEY CONTROL
 AI0783
 AI0783.No superseded survey control is available for this station.
 AI0783
 AI0783_MARKER: DD = SURVEY DISK
 AI0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0783_STAMPING: 85-141.90 1997
 AI0783_MARK LOGO: SDSM
 AI0783_PROJECTION: FLUSH
 AI0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0783+STABILITY: SURFACE MOTION
 AI0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0783+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0783
 AI0783  HISTORY     - Date     Condition        Report By
 AI0783  HISTORY     - 1997     MONUMENTED       SDDT
 AI0783  HISTORY     - 19980928 GOOD             NGS
 AI0783  HISTORY     - 20200507 GOOD             SDDT
 AI0783
 AI0783                          STATION DESCRIPTION
 AI0783
 AI0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0783'7.9 KM (4.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0783'IN LUDLOW, 162.0 M (531.5 FT) SOUTH OF MILEPOST 142, 30.0 M (98.4 FT)
 AI0783'EAST OF THE HIGHWAY CENTERLINE, 12.3 M (40.4 FT) SOUTH OF THE CENTER
 AI0783'OF A DRIVEWAY LEADING TO THE HAFNER RESIDENCE, 0.5 M (1.6 FT) BELOW
 AI0783'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 AI0783'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AI0783'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0783
 AI0783                          STATION RECOVERY (2020)
 AI0783
 AI0783'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0784 ***********************************************************************
 AI0784  DESIGNATION -  85 143.10
 AI0784  PID         -  AI0784
 AI0784  STATE/COUNTY-  SD/HARDING
 AI0784  COUNTRY     -  US
 AI0784  USGS QUAD   -  LUDLOW (2017)
 AI0784
 AI0784                         *CURRENT SURVEY CONTROL
 AI0784  ______________________________________________________________________
 AI0784* NAD 83(1986) POSITION- 45 46 59.     (N) 103 23 51.     (W)   SCALED
 AI0784* NAVD 88 ORTHO HEIGHT -   913.227 (meters)     2996.15  (feet) ADJUSTED
 AI0784  ______________________________________________________________________
 AI0784  GEOID HEIGHT    -        -15.884 (meters)                     GEOID18
 AI0784  DYNAMIC HEIGHT  -        913.107 (meters)     2995.75  (feet) COMP
 AI0784  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 AI0784
 AI0784  VERT ORDER      -  FIRST     CLASS II
 AI0784
 AI0784.The horizontal coordinates were scaled from a map and have
 AI0784.an estimated accuracy of +/- 6 seconds.
 AI0784
 AI0784.The orthometric height was determined by differential leveling and
 AI0784.adjusted by the NATIONAL GEODETIC SURVEY
 AI0784.in April 2000.
 AI0784
 AI0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0784.GEOID18 height accuracy estimate available here.
 AI0784
 AI0784.Click photographs - Photos may exist for this station.
 AI0784
 AI0784.The dynamic height is computed by dividing the NAVD 88
 AI0784.geopotential number by the normal gravity value computed on the
 AI0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0784.degrees latitude (g = 980.6199 gals.).
 AI0784
 AI0784.The modeled gravity was interpolated from observed gravity values.
 AI0784
 AI0784;                    North         East    Units  Estimated Accuracy
 AI0784;SPC SD N     -   222,210.      335,860.      MT  (+/- 180 meters Scaled)
 AI0784
 AI0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL245711(NAD 83)
 AI0784
 AI0784                          SUPERSEDED SURVEY CONTROL
 AI0784
 AI0784.No superseded survey control is available for this station.
 AI0784
 AI0784_MARKER: DD = SURVEY DISK
 AI0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0784_STAMPING: 85-143.10 1997
 AI0784_MARK LOGO: SDSM
 AI0784_PROJECTION: FLUSH
 AI0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0784+STABILITY: SURFACE MOTION
 AI0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0784+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0784
 AI0784  HISTORY     - Date     Condition        Report By
 AI0784  HISTORY     - 1997     MONUMENTED       SDDT
 AI0784  HISTORY     - 19980928 GOOD             NGS
 AI0784  HISTORY     - 20200507 GOOD             SDDT
 AI0784
 AI0784                          STATION DESCRIPTION
 AI0784
 AI0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0784'6.1 KM (3.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0784'IN LUDLOW, 208.0 M (682.4 FT) NORTH OF MILEPOST 143, 30.2 M (99.1 FT)
 AI0784'EAST OF THE HIGHWAY CENTERLINE, 5.7 M (18.7 FT) SOUTH OF THE CENTER OF
 AI0784'A FIELD ENTRANCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M
 AI0784'(1.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI0784'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0784'RIGHT-OF-WAY.
 AI0784
 AI0784                          STATION RECOVERY (2020)
 AI0784
 AI0784'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7919 ***********************************************************************
 AC7919  CBN         -  This is a Cooperative Base Network Control Station.
 AC7919  DESIGNATION -  85 144.78
 AC7919  PID         -  AC7919
 AC7919  STATE/COUNTY-  SD/HARDING
 AC7919  COUNTRY     -  US
 AC7919  USGS QUAD   -  LUDLOW (2017)
 AC7919
 AC7919                         *CURRENT SURVEY CONTROL
 AC7919  ______________________________________________________________________
 AC7919* NAD 83(2011) POSITION- 45 48 23.82803(N) 103 23 03.75888(W)   ADJUSTED
 AC7919* NAD 83(2011) ELLIP HT-   917.445 (meters)        (06/27/12)   ADJUSTED
 AC7919* NAD 83(2011) EPOCH   -  2010.00
 AC7919* NAVD 88 ORTHO HEIGHT -   933.324 (meters)     3062.08  (feet) ADJUSTED
 AC7919  ______________________________________________________________________
 AC7919  GEOID HEIGHT    -        -15.883 (meters)                     GEOID18
 AC7919  NAD 83(2011) X  - -1,031,115.416 (meters)                     COMP
 AC7919  NAD 83(2011) Y  - -4,333,410.336 (meters)                     COMP
 AC7919  NAD 83(2011) Z  -  4,550,948.151 (meters)                     COMP
 AC7919  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 AC7919  DYNAMIC HEIGHT  -        933.201 (meters)     3061.68  (feet) COMP
 AC7919  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 AC7919
 AC7919  VERT ORDER      -  FIRST     CLASS II
 AC7919
 AC7919  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7919  Standards:
 AC7919         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7919            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7919  -------------------------------------------------------------------
 AC7919  NETWORK    1.17   3.55           0.55   0.37   1.81     -0.09213733
 AC7919  -------------------------------------------------------------------
 AC7919  Click here for local accuracies and other accuracy information.
 AC7919
 AC7919.The horizontal coordinates were established by GPS observations
 AC7919.and adjusted by the National Geodetic Survey in June 2012.
 AC7919
 AC7919.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7919.been affixed to the stable North American tectonic plate. See 
 AC7919.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7919
 AC7919.The horizontal coordinates are valid at the epoch date displayed above
 AC7919.which is a decimal equivalence of Year/Month/Day.
 AC7919
 AC7919.The orthometric height was determined by differential leveling and
 AC7919.adjusted by the NATIONAL GEODETIC SURVEY
 AC7919.in April 2000.
 AC7919
 AC7919.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7919.GEOID18 height accuracy estimate available here.
 AC7919
 AC7919.Click photographs - Photos may exist for this station.
 AC7919
 AC7919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7919
 AC7919.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7919
 AC7919.The ellipsoidal height was determined by GPS observations
 AC7919.and is referenced to NAD 83.
 AC7919
 AC7919.The dynamic height is computed by dividing the NAVD 88
 AC7919.geopotential number by the normal gravity value computed on the
 AC7919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7919.degrees latitude (g = 980.6199 gals.).
 AC7919
 AC7919.The modeled gravity was interpolated from observed gravity values.
 AC7919
 AC7919. The following values were computed from the NAD 83(2011) position.
 AC7919
 AC7919;                    North         East     Units Scale Factor Converg.
 AC7919;SPC SD N     -   224,785.290   336,992.899   MT  1.00002613   -2 23 42.9
 AC7919;SPC SD N     -   737,483.07  1,105,617.54   sFT  1.00002613   -2 23 42.9
 AC7919;UTM  13      - 5,073,831.080   625,536.048   MT  0.99979374   +1 09 30.7
 AC7919
 AC7919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7919!SPC SD N     -   0.99985619  x   1.00002613  =   0.99988232
 AC7919!UTM  13      -   0.99985619  x   0.99979374  =   0.99964996
 AC7919
 AC7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2553673831(NAD 83)
 AC7919
 AC7919                          SUPERSEDED SURVEY CONTROL
 AC7919
 AC7919  NAD 83(2007)-  45 48 23.82793(N)    103 23 03.76001(W) AD(2002.00) 0
 AC7919  ELLIP H (02/10/07)  917.478  (m)                       GP(2002.00)    
 AC7919  ELLIP H (04/15/04)  917.486  (m)                       GP(       ) 2 1
 AC7919  NAD 83(1996)-  45 48 23.82726(N)    103 23 03.75940(W) AD(       ) B
 AC7919  ELLIP H (04/18/97)  917.555  (m)                       GP(       ) 4 1
 AC7919  NAVD 88 (04/18/97)  933.3    (m)  GEOID96  model used  GPS OBS        
 AC7919
 AC7919.Superseded values are not recommended for survey control.
 AC7919
 AC7919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7919.See file dsdata.pdf to determine how the superseded data were derived.
 AC7919
 AC7919_MARKER: P = PIPE CAP
 AC7919_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7919_STAMPING: 85-144.78 1995
 AC7919_MARK LOGO: NGS
 AC7919_PROJECTION: FLUSH
 AC7919_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7919+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AC7919_ROD/PIPE-DEPTH: 12.8 meters
 AC7919_SLEEVE-DEPTH  : 1.8 meters
 AC7919
 AC7919  HISTORY     - Date     Condition        Report By
 AC7919  HISTORY     - 1995     MONUMENTED       SDDT
 AC7919  HISTORY     - 19960829 GOOD             NGS
 AC7919  HISTORY     - 19980928 GOOD             NGS
 AC7919  HISTORY     - 20030121 GOOD             NDDT
 AC7919  HISTORY     - 20200507 GOOD             SDDT
 AC7919
 AC7919                          STATION DESCRIPTION
 AC7919
 AC7919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7919'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NORTH/NORTHEAST OF
 AC7919'BUFFALO, 10.0 MI (16.1 KM) SOUTH OF THE NORTH DAKOTA/SOUTH DAKOTA
 AC7919'STATE LINE, AND 2.0 MI (3.2 KM) SOUTH OF LUDLOW, ON U.S. HIGHWAY 85.
 AC7919'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 AC7919'JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 20 WEST IN BUFFALO, GO
 AC7919'NORTH THEN NORTHEAST ON U.S. HIGHWAY 85 FOR 11.55 MI (18.59 KM) TO THE
 AC7919'JUNCTION OF A GRAVELED ROAD LEADING TO CAVE HILLS AND THE BROWN RANCH,
 AC7919'CONTINUE NORTHEAST ON HIGHWAY 85 FOR 6.95 MI (11.18 KM) TO THE STATION
 AC7919'ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS
 AC7919'STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH
 AC7919'GALVANIZED STEEL PIPE.  LOCATED 0.2 MI (0.3 KM) SOUTH OF MILEPOST 145,
 AC7919'436.2 FT (133.0 M) NORTH OF A FENCE CORNER, 98.0 FT (29.9 M) EAST OF
 AC7919'THE HIGHWAY CENTERLINE, 2.0 FT (0.6 M) WEST OF A FENCE, 1.4 FT (0.4 M)
 AC7919'WEST OF A WITNESS POST, 1.3 FT (0.4 M) EAST OF A METAL GUARD POST, AND
 AC7919'0.17 M (0.56 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM
 AC7919'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7919
 AC7919                          STATION RECOVERY (1998)
 AC7919
 AC7919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AC7919'3.2 KM (2.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AC7919'IN LUDLOW, 363.0 M (1190.9 FT) SOUTH OF MILEPOST 145, 133.0 M (436.4
 AC7919'FT) NORTH OF A FENCE CORNER, 30.0 M (98.4 FT) EAST OF THE HIGHWAY
 AC7919'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AC7919'FT) WEST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) EAST OF A
 AC7919'METAL GUARD POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET
 AC7919'AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 AC7919'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7919'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE MONUMENT IS ON
 AC7919'HIGHWAY RIGHT-OF-WAY.  THE MONUMENT IS A COOPERATIVE BASE NETWORK
 AC7919'CONTROL STATION.
 AC7919
 AC7919                          STATION RECOVERY (2003)
 AC7919
 AC7919'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (LP)
 AC7919'RECOVERED IN GOOD CONDITION.
 AC7919
 AC7919                          STATION RECOVERY (2020)
 AC7919
 AC7919'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AC7919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0785 ***********************************************************************
 AI0785  DESIGNATION -  85 145.85
 AI0785  PID         -  AI0785
 AI0785  STATE/COUNTY-  SD/HARDING
 AI0785  COUNTRY     -  US
 AI0785  USGS QUAD   -  LUDLOW (2017)
 AI0785
 AI0785                         *CURRENT SURVEY CONTROL
 AI0785  ______________________________________________________________________
 AI0785* NAD 83(1986) POSITION- 45 49 15.     (N) 103 22 38.     (W)   SCALED
 AI0785* NAVD 88 ORTHO HEIGHT -   934.063 (meters)     3064.51  (feet) ADJUSTED
 AI0785  ______________________________________________________________________
 AI0785  GEOID HEIGHT    -        -15.886 (meters)                     GEOID18
 AI0785  DYNAMIC HEIGHT  -        933.942 (meters)     3064.11  (feet) COMP
 AI0785  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 AI0785
 AI0785  VERT ORDER      -  FIRST     CLASS II
 AI0785
 AI0785.The horizontal coordinates were scaled from a map and have
 AI0785.an estimated accuracy of +/- 6 seconds.
 AI0785
 AI0785.The orthometric height was determined by differential leveling and
 AI0785.adjusted by the NATIONAL GEODETIC SURVEY
 AI0785.in April 2000.
 AI0785
 AI0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0785.GEOID18 height accuracy estimate available here.
 AI0785
 AI0785.Click photographs - Photos may exist for this station.
 AI0785
 AI0785.The dynamic height is computed by dividing the NAVD 88
 AI0785.geopotential number by the normal gravity value computed on the
 AI0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0785.degrees latitude (g = 980.6199 gals.).
 AI0785
 AI0785.The modeled gravity was interpolated from observed gravity values.
 AI0785
 AI0785;                    North         East    Units  Estimated Accuracy
 AI0785;SPC SD N     -   226,340.      337,620.      MT  (+/- 180 meters Scaled)
 AI0785
 AI0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL260754(NAD 83)
 AI0785
 AI0785                          SUPERSEDED SURVEY CONTROL
 AI0785
 AI0785.No superseded survey control is available for this station.
 AI0785
 AI0785_MARKER: DD = SURVEY DISK
 AI0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0785_STAMPING: 85-145.85 1997
 AI0785_MARK LOGO: SDSM
 AI0785_PROJECTION: FLUSH
 AI0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0785+STABILITY: SURFACE MOTION
 AI0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0785+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0785
 AI0785  HISTORY     - Date     Condition        Report By
 AI0785  HISTORY     - 1997     MONUMENTED       SDDT
 AI0785  HISTORY     - 19980928 GOOD             NGS
 AI0785  HISTORY     - 20200507 GOOD             SDDT
 AI0785
 AI0785                          STATION DESCRIPTION
 AI0785
 AI0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0785'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0785'IN LUDLOW, 263.0 M (862.9 FT) SOUTH OF MILEPOST 146, 100.0 M (328.1
 AI0785'FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 31.4 M (103.0 FT) WEST OF
 AI0785'THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AI0785'0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AI0785'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0785'RIGHT-OF-WAY.
 AI0785
 AI0785                          STATION RECOVERY (2020)
 AI0785
 AI0785'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0786 ***********************************************************************
 AI0786  DESIGNATION -  85 146.80
 AI0786  PID         -  AI0786
 AI0786  STATE/COUNTY-  SD/HARDING
 AI0786  COUNTRY     -  US
 AI0786  USGS QUAD   -  LUDLOW (2017)
 AI0786
 AI0786                         *CURRENT SURVEY CONTROL
 AI0786  ______________________________________________________________________
 AI0786* NAD 83(1986) POSITION- 45 50 05.     (N) 103 22 37.     (W)   SCALED
 AI0786* NAVD 88 ORTHO HEIGHT -   936.402 (meters)     3072.18  (feet) ADJUSTED
 AI0786  ______________________________________________________________________
 AI0786  GEOID HEIGHT    -        -15.876 (meters)                     GEOID18
 AI0786  DYNAMIC HEIGHT  -        936.282 (meters)     3071.79  (feet) COMP
 AI0786  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 AI0786
 AI0786  VERT ORDER      -  FIRST     CLASS II
 AI0786
 AI0786.The horizontal coordinates were scaled from a map and have
 AI0786.an estimated accuracy of +/- 6 seconds.
 AI0786
 AI0786.The orthometric height was determined by differential leveling and
 AI0786.adjusted by the NATIONAL GEODETIC SURVEY
 AI0786.in April 2000.
 AI0786
 AI0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0786.GEOID18 height accuracy estimate available here.
 AI0786
 AI0786.Click photographs - Photos may exist for this station.
 AI0786
 AI0786.The dynamic height is computed by dividing the NAVD 88
 AI0786.geopotential number by the normal gravity value computed on the
 AI0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0786.degrees latitude (g = 980.6199 gals.).
 AI0786
 AI0786.The modeled gravity was interpolated from observed gravity values.
 AI0786
 AI0786;                    North         East    Units  Estimated Accuracy
 AI0786;SPC SD N     -   227,880.      337,700.      MT  (+/- 180 meters Scaled)
 AI0786
 AI0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL260769(NAD 83)
 AI0786
 AI0786                          SUPERSEDED SURVEY CONTROL
 AI0786
 AI0786.No superseded survey control is available for this station.
 AI0786
 AI0786_MARKER: DD = SURVEY DISK
 AI0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0786_STAMPING: 85-146.80 1997
 AI0786_MARK LOGO: SDSM
 AI0786_PROJECTION: FLUSH
 AI0786_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0786+STABILITY: SURFACE MOTION
 AI0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0786+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 AI0786
 AI0786  HISTORY     - Date     Condition        Report By
 AI0786  HISTORY     - 1997     MONUMENTED       SDDT
 AI0786  HISTORY     - 19980928 GOOD             NGS
 AI0786  HISTORY     - 20200507 GOOD             SDDT
 AI0786
 AI0786                          STATION DESCRIPTION
 AI0786
 AI0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0786'0.1 KM (0.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0786'IN LUDLOW, 346.0 M (1135.2 FT) SOUTH OF MILEPOST 147, 29.6 M (97.1 FT)
 AI0786'WEST OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) SOUTH OF THE CENTER OF
 AI0786'A FIELD ENTRANCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AI0786'(1.3 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI0786'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0786'RIGHT-OF-WAY.
 AI0786
 AI0786                          STATION RECOVERY (2020)
 AI0786
 AI0786'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 AI0786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0787 ***********************************************************************
 AI0787  DESIGNATION -  85 147.90
 AI0787  PID         -  AI0787
 AI0787  STATE/COUNTY-  SD/HARDING
 AI0787  COUNTRY     -  US
 AI0787  USGS QUAD   -  LUDLOW (2017)
 AI0787
 AI0787                         *CURRENT SURVEY CONTROL
 AI0787  ______________________________________________________________________
 AI0787* NAD 83(1986) POSITION- 45 51 01.     (N) 103 22 33.     (W)   SCALED
 AI0787* NAVD 88 ORTHO HEIGHT -   952.993 (meters)     3126.61  (feet) ADJUSTED
 AI0787  ______________________________________________________________________
 AI0787  GEOID HEIGHT    -        -15.869 (meters)                     GEOID18
 AI0787  DYNAMIC HEIGHT  -        952.873 (meters)     3126.22  (feet) COMP
 AI0787  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 AI0787
 AI0787  VERT ORDER      -  FIRST     CLASS II
 AI0787
 AI0787.The horizontal coordinates were scaled from a map and have
 AI0787.an estimated accuracy of +/- 6 seconds.
 AI0787
 AI0787.The orthometric height was determined by differential leveling and
 AI0787.adjusted by the NATIONAL GEODETIC SURVEY
 AI0787.in April 2000.
 AI0787
 AI0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0787.GEOID18 height accuracy estimate available here.
 AI0787
 AI0787.Click photographs - Photos may exist for this station.
 AI0787
 AI0787.The dynamic height is computed by dividing the NAVD 88
 AI0787.geopotential number by the normal gravity value computed on the
 AI0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0787.degrees latitude (g = 980.6199 gals.).
 AI0787
 AI0787.The modeled gravity was interpolated from observed gravity values.
 AI0787
 AI0787;                    North         East    Units  Estimated Accuracy
 AI0787;SPC SD N     -   229,610.      337,860.      MT  (+/- 180 meters Scaled)
 AI0787
 AI0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL261786(NAD 83)
 AI0787
 AI0787                          SUPERSEDED SURVEY CONTROL
 AI0787
 AI0787.No superseded survey control is available for this station.
 AI0787
 AI0787_MARKER: DD = SURVEY DISK
 AI0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0787_STAMPING: 85-147.90 1997
 AI0787_MARK LOGO: SDSM
 AI0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0787+STABILITY: SURFACE MOTION
 AI0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0787+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 AI0787
 AI0787  HISTORY     - Date     Condition        Report By
 AI0787  HISTORY     - 1997     MONUMENTED       SDDT
 AI0787  HISTORY     - 19980928 GOOD             NGS
 AI0787  HISTORY     - 20080424 GOOD             INDIV
 AI0787
 AI0787                          STATION DESCRIPTION
 AI0787
 AI0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0787'1.7 KM (1.05 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0787'IN LUDLOW, 184.0 M (603.7 FT) SOUTH OF MILEPOST 148, 30.1 M (98.8 FT)
 AI0787'EAST OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) SOUTH OF THE CENTER OF
 AI0787'A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 AI0787'(1.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AI0787'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AI0787'RIGHT-OF-WAY.
 AI0787
 AI0787                          STATION RECOVERY (2008)
 AI0787
 AI0787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ML)
 AI0787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0788 ***********************************************************************
 AI0788  DESIGNATION -  85 148.75
 AI0788  PID         -  AI0788
 AI0788  STATE/COUNTY-  SD/HARDING
 AI0788  COUNTRY     -  US
 AI0788  USGS QUAD   -  LUDLOW (2017)
 AI0788
 AI0788                         *CURRENT SURVEY CONTROL
 AI0788  ______________________________________________________________________
 AI0788* NAD 83(1986) POSITION- 45 51 46.     (N) 103 22 36.     (W)   SCALED
 AI0788* NAVD 88 ORTHO HEIGHT -   947.712 (meters)     3109.29  (feet) ADJUSTED
 AI0788  ______________________________________________________________________
 AI0788  GEOID HEIGHT    -        -15.865 (meters)                     GEOID18
 AI0788  DYNAMIC HEIGHT  -        947.594 (meters)     3108.90  (feet) COMP
 AI0788  MODELED GRAVITY -    980,457.2   (mgal)                       NAVD 88
 AI0788
 AI0788  VERT ORDER      -  FIRST     CLASS II
 AI0788
 AI0788.The horizontal coordinates were scaled from a map and have
 AI0788.an estimated accuracy of +/- 6 seconds.
 AI0788
 AI0788.The orthometric height was determined by differential leveling and
 AI0788.adjusted by the NATIONAL GEODETIC SURVEY
 AI0788.in April 2000.
 AI0788
 AI0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0788.GEOID18 height accuracy estimate available here.
 AI0788
 AI0788.Click photographs - Photos may exist for this station.
 AI0788
 AI0788.The dynamic height is computed by dividing the NAVD 88
 AI0788.geopotential number by the normal gravity value computed on the
 AI0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0788.degrees latitude (g = 980.6199 gals.).
 AI0788
 AI0788.The modeled gravity was interpolated from observed gravity values.
 AI0788
 AI0788;                    North         East    Units  Estimated Accuracy
 AI0788;SPC SD N     -   231,000.      337,850.      MT  (+/- 180 meters Scaled)
 AI0788
 AI0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL260800(NAD 83)
 AI0788
 AI0788                          SUPERSEDED SURVEY CONTROL
 AI0788
 AI0788.No superseded survey control is available for this station.
 AI0788
 AI0788_MARKER: DD = SURVEY DISK
 AI0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0788_STAMPING: 85-148.75 1997
 AI0788_MARK LOGO: SDSM
 AI0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0788+STABILITY: SURFACE MOTION
 AI0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0788+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0788
 AI0788  HISTORY     - Date     Condition        Report By
 AI0788  HISTORY     - 1997     MONUMENTED       SDDT
 AI0788  HISTORY     - 19980928 GOOD             NGS
 AI0788
 AI0788                          STATION DESCRIPTION
 AI0788
 AI0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0788'3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0788'IN LUDLOW, 444.0 M (1456.7 FT) SOUTH OF MILEPOST 149, 100.0 M (328.1
 AI0788'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 30.0 M (98.4 FT) EAST OF
 AI0788'THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) NORTH OF THE CENTER OF A FIELD
 AI0788'ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 AI0788'FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 AI0788'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0789 ***********************************************************************
 AI0789  CBN         -  This is a Cooperative Base Network Control Station.
 AI0789  DESIGNATION -  85 149.45
 AI0789  PID         -  AI0789
 AI0789  STATE/COUNTY-  SD/HARDING
 AI0789  COUNTRY     -  US
 AI0789  USGS QUAD   -  LUDLOW (2017)
 AI0789
 AI0789                         *CURRENT SURVEY CONTROL
 AI0789  ______________________________________________________________________
 AI0789* NAD 83(2011) POSITION- 45 52 22.33265(N) 103 22 38.23818(W)   ADJUSTED
 AI0789* NAD 83(2011) ELLIP HT-   903.957 (meters)        (06/27/12)   ADJUSTED
 AI0789* NAD 83(2011) EPOCH   -  2010.00
 AI0789* NAVD 88 ORTHO HEIGHT -   919.812 (meters)     3017.75  (feet) ADJUSTED
 AI0789  ______________________________________________________________________
 AI0789  GEOID HEIGHT    -        -15.866 (meters)                     GEOID18
 AI0789  NAD 83(2011) X  - -1,029,354.682 (meters)                     COMP
 AI0789  NAD 83(2011) Y  - -4,328,388.654 (meters)                     COMP
 AI0789  NAD 83(2011) Z  -  4,556,069.267 (meters)                     COMP
 AI0789  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 AI0789  DYNAMIC HEIGHT  -        919.702 (meters)     3017.39  (feet) COMP
 AI0789  MODELED GRAVITY -    980,463.5   (mgal)                       NAVD 88
 AI0789
 AI0789  VERT ORDER      -  FIRST     CLASS II
 AI0789
 AI0789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI0789  Standards:
 AI0789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI0789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI0789  -------------------------------------------------------------------
 AI0789  NETWORK    0.60   1.20           0.28   0.20   0.61     -0.06235799
 AI0789  -------------------------------------------------------------------
 AI0789  Click here for local accuracies and other accuracy information.
 AI0789
 AI0789.The horizontal coordinates were established by GPS observations
 AI0789.and adjusted by the National Geodetic Survey in June 2012.
 AI0789
 AI0789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI0789.been affixed to the stable North American tectonic plate. See 
 AI0789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI0789
 AI0789.The horizontal coordinates are valid at the epoch date displayed above
 AI0789.which is a decimal equivalence of Year/Month/Day.
 AI0789
 AI0789.The orthometric height was determined by differential leveling and
 AI0789.adjusted by the NATIONAL GEODETIC SURVEY
 AI0789.in April 2000.
 AI0789
 AI0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0789.GEOID18 height accuracy estimate available here.
 AI0789
 AI0789.Click photographs - Photos may exist for this station.
 AI0789
 AI0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0789
 AI0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI0789
 AI0789.The ellipsoidal height was determined by GPS observations
 AI0789.and is referenced to NAD 83.
 AI0789
 AI0789.The dynamic height is computed by dividing the NAVD 88
 AI0789.geopotential number by the normal gravity value computed on the
 AI0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0789.degrees latitude (g = 980.6199 gals.).
 AI0789
 AI0789.The modeled gravity was interpolated from observed gravity values.
 AI0789
 AI0789. The following values were computed from the NAD 83(2011) position.
 AI0789
 AI0789;                    North         East     Units Scale Factor Converg.
 AI0789;SPC SD N     -   232,119.837   337,850.604   MT  1.00004211   -2 23 24.8
 AI0789;SPC SD N     -   761,546.50  1,108,431.52   sFT  1.00004211   -2 23 24.8
 AI0789;UTM  13      - 5,081,202.926   625,937.282   MT  0.99979498   +1 09 53.7
 AI0789
 AI0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0789!SPC SD N     -   0.99985831  x   1.00004211  =   0.99990041
 AI0789!UTM  13      -   0.99985831  x   0.99979498  =   0.99965332
 AI0789
 AI0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2593781202(NAD 83)
 AI0789
 AI0789                          SUPERSEDED SURVEY CONTROL
 AI0789
 AI0789  NAD 83(2007)-  45 52 22.33238(N)    103 22 38.23929(W) AD(2002.00) 0
 AI0789  ELLIP H (02/10/07)  903.996  (m)                       GP(2002.00)    
 AI0789  NAD 83(1996)-  45 52 22.33181(N)    103 22 38.23932(W) AD(       ) A
 AI0789  ELLIP H (06/23/03)  903.985  (m)                       GP(       ) 3 1
 AI0789  NAVD 88             919.81   (m)         3017.7    (f) LEVELING    3  
 AI0789
 AI0789.Superseded values are not recommended for survey control.
 AI0789
 AI0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0789.See file dsdata.pdf to determine how the superseded data were derived.
 AI0789
 AI0789_MARKER: Z = SEE DESCRIPTION
 AI0789_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI0789_STAMPING: 85-149.45 1998
 AI0789_MARK LOGO: NGS
 AI0789_PROJECTION: FLUSH
 AI0789_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0789+STABILITY: POSITION/ELEVATION WELL
 AI0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0789+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2010
 AI0789_ROD/PIPE-DEPTH: 6.60 meters
 AI0789_SLEEVE-DEPTH  : 2.00 meters
 AI0789
 AI0789  HISTORY     - Date     Condition        Report By
 AI0789  HISTORY     - 1998     MONUMENTED       SDDT
 AI0789  HISTORY     - 19980928 GOOD             NGS
 AI0789  HISTORY     - 20020514 GOOD             SDDT
 AI0789  HISTORY     - 20100613 GOOD             WOOLPT
 AI0789
 AI0789                          STATION DESCRIPTION
 AI0789
 AI0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0789'4.2 KM (2.60 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0789'IN LUDLOW, 719.0 M (2358.9 FT) NORTH OF MILEPOST 149, 30.5 M (100.1
 AI0789'FT) WEST OF THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT) SOUTH OF THE
 AI0789'CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AI0789'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.4 M
 AI0789'(1.3 FT) WEST OF A METAL GUARD POST.  NOTE--THE DATUM POINT IS A
 AI0789'STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO
 AI0789'A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AI0789'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE
 AI0789'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AI0789
 AI0789                          STATION RECOVERY (2002)
 AI0789
 AI0789'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AI0789'RECOVERED AS DESCRIBED
 AI0789'
 AI0789
 AI0789                          STATION RECOVERY (2010)
 AI0789
 AI0789'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 AI0789'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0791 ***********************************************************************
 AI0791  DESIGNATION -  85 152.95
 AI0791  PID         -  AI0791
 AI0791  STATE/COUNTY-  SD/HARDING
 AI0791  COUNTRY     -  US
 AI0791  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 AI0791
 AI0791                         *CURRENT SURVEY CONTROL
 AI0791  ______________________________________________________________________
 AI0791* NAD 83(1986) POSITION- 45 55 20.     (N) 103 22 36.     (W)   SCALED
 AI0791* NAVD 88 ORTHO HEIGHT -   873.409 (meters)     2865.51  (feet) ADJUSTED
 AI0791  ______________________________________________________________________
 AI0791  GEOID HEIGHT    -        -15.873 (meters)                     GEOID18
 AI0791  DYNAMIC HEIGHT  -        873.316 (meters)     2865.20  (feet) COMP
 AI0791  MODELED GRAVITY -    980,478.3   (mgal)                       NAVD 88
 AI0791
 AI0791  VERT ORDER      -  FIRST     CLASS II
 AI0791
 AI0791.The horizontal coordinates were scaled from a map and have
 AI0791.an estimated accuracy of +/- 6 seconds.
 AI0791
 AI0791.The orthometric height was determined by differential leveling and
 AI0791.adjusted by the NATIONAL GEODETIC SURVEY
 AI0791.in April 2000.
 AI0791
 AI0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0791.GEOID18 height accuracy estimate available here.
 AI0791
 AI0791.Click photographs - Photos may exist for this station.
 AI0791
 AI0791.The dynamic height is computed by dividing the NAVD 88
 AI0791.geopotential number by the normal gravity value computed on the
 AI0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0791.degrees latitude (g = 980.6199 gals.).
 AI0791
 AI0791.The modeled gravity was interpolated from observed gravity values.
 AI0791
 AI0791;                    North         East    Units  Estimated Accuracy
 AI0791;SPC SD N     -   237,600.      338,130.      MT  (+/- 180 meters Scaled)
 AI0791
 AI0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL258866(NAD 83)
 AI0791
 AI0791                          SUPERSEDED SURVEY CONTROL
 AI0791
 AI0791.No superseded survey control is available for this station.
 AI0791
 AI0791_MARKER: DD = SURVEY DISK
 AI0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0791_STAMPING: 85-152.95 1997
 AI0791_MARK LOGO: SDSM
 AI0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0791+STABILITY: SURFACE MOTION
 AI0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0791+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0791
 AI0791  HISTORY     - Date     Condition        Report By
 AI0791  HISTORY     - 1997     MONUMENTED       SDDT
 AI0791  HISTORY     - 19980928 GOOD             NGS
 AI0791
 AI0791                          STATION DESCRIPTION
 AI0791
 AI0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0791'9.7 KM (6.00 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0791'IN LUDLOW, 53.6 M (175.9 FT) SOUTHEAST OF MILEPOST 153, 30.2 M (99.1
 AI0791'FT) EAST OF THE HIGHWAY CENTERLINE, 9.3 M (30.5 FT) NORTH OF THE
 AI0791'CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AI0791'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 AI0791'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI0791'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5643 ***********************************************************************
 AC5643  DESIGNATION -  89 030.71
 AC5643  PID         -  AC5643
 AC5643  STATE/COUNTY-  SD/FALL RIVER
 AC5643  COUNTRY     -  US
 AC5643  USGS QUAD   -  MINNEKAHTA (2017)
 AC5643
 AC5643                         *CURRENT SURVEY CONTROL
 AC5643  ______________________________________________________________________
 AC5643* NAD 83(1986) POSITION- 43 26 29.     (N) 103 41 56.     (W)   SCALED
 AC5643* NAVD 88 ORTHO HEIGHT -  1267.978 (meters)     4160.02  (feet) ADJUSTED
 AC5643  ______________________________________________________________________
 AC5643  GEOID HEIGHT    -        -14.805 (meters)                     GEOID18
 AC5643  DYNAMIC HEIGHT  -       1267.423 (meters)     4158.20  (feet) COMP
 AC5643  MODELED GRAVITY -    980,136.8   (mgal)                       NAVD 88
 AC5643
 AC5643  VERT ORDER      -  FIRST     CLASS II
 AC5643
 AC5643.The horizontal coordinates were scaled from a map and have
 AC5643.an estimated accuracy of +/- 6 seconds.
 AC5643
 AC5643.The orthometric height was determined by differential leveling and
 AC5643.adjusted by the NATIONAL GEODETIC SURVEY
 AC5643.in October 1997.
 AC5643
 AC5643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5643.GEOID18 height accuracy estimate available here.
 AC5643
 AC5643.Click photographs - Photos may exist for this station.
 AC5643
 AC5643.The dynamic height is computed by dividing the NAVD 88
 AC5643.geopotential number by the normal gravity value computed on the
 AC5643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5643.degrees latitude (g = 980.6199 gals.).
 AC5643
 AC5643.The modeled gravity was interpolated from observed gravity values.
 AC5643
 AC5643;                    North         East    Units  Estimated Accuracy
 AC5643;SPC SD S     -   128,610.      327,640.      MT  (+/- 180 meters Scaled)
 AC5643
 AC5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ052106(NAD 83)
 AC5643
 AC5643                          SUPERSEDED SURVEY CONTROL
 AC5643
 AC5643.No superseded survey control is available for this station.
 AC5643
 AC5643_MARKER: DB = BENCH MARK DISK
 AC5643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5643_STAMPING: 89-30.71
 AC5643_MARK LOGO: SDDT
 AC5643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5643+STABILITY: SURFACE MOTION
 AC5643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5643+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5643
 AC5643  HISTORY     - Date     Condition        Report By
 AC5643  HISTORY     - UNK      MONUMENTED       SDDT
 AC5643  HISTORY     - 19950418 GOOD             NGS
 AC5643
 AC5643                          STATION DESCRIPTION
 AC5643
 AC5643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5643'18.7 KM (11.60 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 AC5643'INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD IN EDGEMONT, THENCE
 AC5643'1.4 KM (0.85 MI) NORTHERLY ALONG STATE HIGHWAY 89, 1130.5 M (3709.0
 AC5643'FT) NORTH OF MILEPOST 30, 36.1 M (118.4 FT) WEST OF THE HIGHWAY
 AC5643'CENTERLINE, 8.7 M (28.5 FT) SOUTH OF AND LEVEL WITH THE CENTER OF
 AC5643'COUNTY ROAD 12, 5.0 M (16.4 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT)
 AC5643'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AC5643'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5644 ***********************************************************************
 AC5644  DESIGNATION -  89 031.80
 AC5644  PID         -  AC5644
 AC5644  STATE/COUNTY-  SD/FALL RIVER
 AC5644  COUNTRY     -  US
 AC5644  USGS QUAD   -  MINNEKAHTA (2017)
 AC5644
 AC5644                         *CURRENT SURVEY CONTROL
 AC5644  ______________________________________________________________________
 AC5644* NAD 83(1986) POSITION- 43 27 24.     (N) 103 41 53.     (W)   SCALED
 AC5644* NAVD 88 ORTHO HEIGHT -  1287.152 (meters)     4222.93  (feet) ADJUSTED
 AC5644  ______________________________________________________________________
 AC5644  GEOID HEIGHT    -        -14.751 (meters)                     GEOID18
 AC5644  DYNAMIC HEIGHT  -       1286.591 (meters)     4221.09  (feet) COMP
 AC5644  MODELED GRAVITY -    980,137.8   (mgal)                       NAVD 88
 AC5644
 AC5644  VERT ORDER      -  FIRST     CLASS II
 AC5644
 AC5644.The horizontal coordinates were scaled from a map and have
 AC5644.an estimated accuracy of +/- 6 seconds.
 AC5644
 AC5644.The orthometric height was determined by differential leveling and
 AC5644.adjusted by the NATIONAL GEODETIC SURVEY
 AC5644.in October 1997.
 AC5644
 AC5644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5644.GEOID18 height accuracy estimate available here.
 AC5644
 AC5644.Click photographs - Photos may exist for this station.
 AC5644
 AC5644.The dynamic height is computed by dividing the NAVD 88
 AC5644.geopotential number by the normal gravity value computed on the
 AC5644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5644.degrees latitude (g = 980.6199 gals.).
 AC5644
 AC5644.The modeled gravity was interpolated from observed gravity values.
 AC5644
 AC5644;                    North         East    Units  Estimated Accuracy
 AC5644;SPC SD S     -   130,310.      327,780.      MT  (+/- 180 meters Scaled)
 AC5644
 AC5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ053123(NAD 83)
 AC5644
 AC5644                          SUPERSEDED SURVEY CONTROL
 AC5644
 AC5644.No superseded survey control is available for this station.
 AC5644
 AC5644_MARKER: DD = SURVEY DISK
 AC5644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5644_STAMPING: 89-31.80
 AC5644_MARK LOGO: SDDT
 AC5644_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5644+STABILITY: SURFACE MOTION
 AC5644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5644+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5644
 AC5644  HISTORY     - Date     Condition        Report By
 AC5644  HISTORY     - UNK      MONUMENTED       SDDT
 AC5644  HISTORY     - 19950418 GOOD             NGS
 AC5644
 AC5644                          STATION DESCRIPTION
 AC5644
 AC5644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5644'21.8 KM (13.55 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AC5644'OF U.S. HIGHWAY 385 IN PRINGLE, 1279.0 M (4196.2 FT) NORTH OF MILEPOST
 AC5644'31, 30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTERLINE, 28.4 M (93.2 FT)
 AC5644'NORTHEAST OF THE CENTER OF A CULVERT UNDER THE HIGHWAY, 4.5 M (14.8
 AC5644'FT) SOUTH OF THE NORTH END OF 5 BRACED FENCE POSTS, 2.0 M (6.6 FT)
 AC5644'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTH OF A T-FENCE
 AC5644'CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5645 ***********************************************************************
 AC5645  DESIGNATION -  89 032.79
 AC5645  PID         -  AC5645
 AC5645  STATE/COUNTY-  SD/FALL RIVER
 AC5645  COUNTRY     -  US
 AC5645  USGS QUAD   -  MINNEKAHTA (2017)
 AC5645
 AC5645                         *CURRENT SURVEY CONTROL
 AC5645  ______________________________________________________________________
 AC5645* NAD 83(1986) POSITION- 43 28 10.     (N) 103 41 36.     (W)   SCALED
 AC5645* NAVD 88 ORTHO HEIGHT -  1322.779 (meters)     4339.82  (feet) ADJUSTED
 AC5645  ______________________________________________________________________
 AC5645  GEOID HEIGHT    -        -14.708 (meters)                     GEOID18
 AC5645  DYNAMIC HEIGHT  -       1322.201 (meters)     4337.92  (feet) COMP
 AC5645  MODELED GRAVITY -    980,135.0   (mgal)                       NAVD 88
 AC5645
 AC5645  VERT ORDER      -  FIRST     CLASS II
 AC5645
 AC5645.The horizontal coordinates were scaled from a map and have
 AC5645.an estimated accuracy of +/- 6 seconds.
 AC5645
 AC5645.The orthometric height was determined by differential leveling and
 AC5645.adjusted by the NATIONAL GEODETIC SURVEY
 AC5645.in October 1997.
 AC5645
 AC5645.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5645.GEOID18 height accuracy estimate available here.
 AC5645
 AC5645.Click photographs - Photos may exist for this station.
 AC5645
 AC5645.The dynamic height is computed by dividing the NAVD 88
 AC5645.geopotential number by the normal gravity value computed on the
 AC5645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5645.degrees latitude (g = 980.6199 gals.).
 AC5645
 AC5645.The modeled gravity was interpolated from observed gravity values.
 AC5645
 AC5645;                    North         East    Units  Estimated Accuracy
 AC5645;SPC SD S     -   131,710.      328,220.      MT  (+/- 180 meters Scaled)
 AC5645
 AC5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ056137(NAD 83)
 AC5645
 AC5645                          SUPERSEDED SURVEY CONTROL
 AC5645
 AC5645.No superseded survey control is available for this station.
 AC5645
 AC5645_MARKER: DD = SURVEY DISK
 AC5645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5645_STAMPING: 89-32.79
 AC5645_MARK LOGO: SDDT
 AC5645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5645+STABILITY: SURFACE MOTION
 AC5645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5645+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5645
 AC5645  HISTORY     - Date     Condition        Report By
 AC5645  HISTORY     - UNK      MONUMENTED       SDDT
 AC5645  HISTORY     - 19950418 GOOD             NGS
 AC5645
 AC5645                          STATION DESCRIPTION
 AC5645
 AC5645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5645'20.2 KM (12.55 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AC5645'OF U.S. HIGHWAY 385 IN PRINGLE, 1286.5 M (4220.8 FT) NORTH OF MILEPOST
 AC5645'32, 30.6 M (100.4 FT) EAST OF THE HIGHWAY CENTERLINE, 3.2 M (10.5 FT)
 AC5645'NORTH OF THE SOUTH END OF 4 BRACED FENCE POSTS, 2.0 M (6.6 FT) SOUTH
 AC5645'OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC5645'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 AC5645'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5646 ***********************************************************************
 AC5646  DESIGNATION -  89 033.98
 AC5646  PID         -  AC5646
 AC5646  STATE/COUNTY-  SD/CUSTER
 AC5646  COUNTRY     -  US
 AC5646  USGS QUAD   -  MINNEKAHTA (2017)
 AC5646
 AC5646                         *CURRENT SURVEY CONTROL
 AC5646  ______________________________________________________________________
 AC5646* NAD 83(1986) POSITION- 43 29 11.     (N) 103 41 30.     (W)   SCALED
 AC5646* NAVD 88 ORTHO HEIGHT -  1341.772 (meters)     4402.13  (feet) ADJUSTED
 AC5646  ______________________________________________________________________
 AC5646  GEOID HEIGHT    -        -14.640 (meters)                     GEOID18
 AC5646  DYNAMIC HEIGHT  -       1341.178 (meters)     4400.18  (feet) COMP
 AC5646  MODELED GRAVITY -    980,129.0   (mgal)                       NAVD 88
 AC5646
 AC5646  VERT ORDER      -  FIRST     CLASS II
 AC5646
 AC5646.The horizontal coordinates were scaled from a map and have
 AC5646.an estimated accuracy of +/- 6 seconds.
 AC5646
 AC5646.The orthometric height was determined by differential leveling and
 AC5646.adjusted by the NATIONAL GEODETIC SURVEY
 AC5646.in October 1997.
 AC5646
 AC5646.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5646.GEOID18 height accuracy estimate available here.
 AC5646
 AC5646.Click photographs - Photos may exist for this station.
 AC5646
 AC5646.The dynamic height is computed by dividing the NAVD 88
 AC5646.geopotential number by the normal gravity value computed on the
 AC5646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5646.degrees latitude (g = 980.6199 gals.).
 AC5646
 AC5646.The modeled gravity was interpolated from observed gravity values.
 AC5646
 AC5646;                    North         East    Units  Estimated Accuracy
 AC5646;SPC SD S     -   133,590.      328,430.      MT  (+/- 180 meters Scaled)
 AC5646
 AC5646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ057156(NAD 83)
 AC5646
 AC5646                          SUPERSEDED SURVEY CONTROL
 AC5646
 AC5646.No superseded survey control is available for this station.
 AC5646
 AC5646_MARKER: DD = SURVEY DISK
 AC5646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5646_STAMPING: 89-33.98
 AC5646_MARK LOGO: SDDT
 AC5646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5646+STABILITY: SURFACE MOTION
 AC5646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5646+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5646
 AC5646  HISTORY     - Date     Condition        Report By
 AC5646  HISTORY     - UNK      MONUMENTED       SDDT
 AC5646  HISTORY     - 19950418 GOOD             NGS
 AC5646
 AC5646                          STATION DESCRIPTION
 AC5646
 AC5646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5646'18.3 KM (11.35 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AC5646'OF U.S. HIGHWAY 385 IN PRINGLE, 48.1 M (157.8 FT) SOUTH OF MILEPOST
 AC5646'34, 46.1 M (151.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 16.2 M
 AC5646'(53.1 FT) NORTHWEST OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED)
 AC5646', 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AC5646'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5647 ***********************************************************************
 AC5647  DESIGNATION -  89 034.91
 AC5647  PID         -  AC5647
 AC5647  STATE/COUNTY-  SD/CUSTER
 AC5647  COUNTRY     -  US
 AC5647  USGS QUAD   -  MINNEKAHTA (2017)
 AC5647
 AC5647                         *CURRENT SURVEY CONTROL
 AC5647  ______________________________________________________________________
 AC5647* NAD 83(1986) POSITION- 43 29 45.10   (N) 103 40 41.59   (W)   HD_HELD1
 AC5647* NAVD 88 ORTHO HEIGHT -  1384.865 (meters)     4543.51  (feet) ADJUSTED
 AC5647  ______________________________________________________________________
 AC5647  GEOID HEIGHT    -        -14.618 (meters)                     GEOID18
 AC5647  DYNAMIC HEIGHT  -       1384.242 (meters)     4541.47  (feet) COMP
 AC5647  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 AC5647
 AC5647  VERT ORDER      -  FIRST     CLASS II
 AC5647
 AC5647.The horizontal coordinates were determined by differentially corrected
 AC5647.hand held GPS observations or other comparable positioning techniques
 AC5647.and have an estimated accuracy of +/- 3 meters.
 AC5647
 AC5647.The orthometric height was determined by differential leveling and
 AC5647.adjusted by the NATIONAL GEODETIC SURVEY
 AC5647.in October 1997.
 AC5647
 AC5647.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5647.GEOID18 height accuracy estimate available here.
 AC5647
 AC5647.Click photographs - Photos may exist for this station.
 AC5647
 AC5647.The dynamic height is computed by dividing the NAVD 88
 AC5647.geopotential number by the normal gravity value computed on the
 AC5647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5647.degrees latitude (g = 980.6199 gals.).
 AC5647
 AC5647.The modeled gravity was interpolated from observed gravity values.
 AC5647
 AC5647;                    North         East    Units  Estimated Accuracy
 AC5647;SPC SD S     -   134,592.8     329,555.9     MT  (+/- 3 meters HH1 GPS) 
 AC5647
 AC5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0686616730(NAD 83)
 AC5647
 AC5647                          SUPERSEDED SURVEY CONTROL
 AC5647
 AC5647.No superseded survey control is available for this station.
 AC5647
 AC5647_MARKER: Z = SEE DESCRIPTION
 AC5647_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5647_STAMPING: 89-34.91 1995
 AC5647_MARK LOGO: NGS
 AC5647_PROJECTION: FLUSH
 AC5647_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5647+STABILITY: POSITION/ELEVATION WELL
 AC5647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5647+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5647_ROD/PIPE-DEPTH: 6.4 meters
 AC5647_SLEEVE-DEPTH  : 4.0 meters
 AC5647
 AC5647  HISTORY     - Date     Condition        Report By
 AC5647  HISTORY     - 1995     MONUMENTED       SDDT
 AC5647  HISTORY     - 19950410 GOOD             NGS
 AC5647
 AC5647                          STATION DESCRIPTION
 AC5647
 AC5647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5647'16.8 KM (10.45 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AC5647'OF U.S. HIGHWAY 385 IN PRINGLE, 119.6 M (392.4 FT) WEST OF MILEPOST
 AC5647'35, 42.3 M (138.8 FT) NORTHEAST OF A UTILITY POLE, 30.5 M (100.1 FT)
 AC5647'NORTHWEST OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) SOUTHWEST OF THE
 AC5647'CENTER OF A DIRT ROAD AND A CATTLE GUARD, 0.6 M (2.0 FT) SOUTHEAST OF
 AC5647'A FENCE, 0.5 M (1.6 FT) NORTHWEST OF A METAL GUARD POST, AND 0.3 M
 AC5647'(1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 AC5647'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A
 AC5647'1-1/2 INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS
 AC5647'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5648 ***********************************************************************
 AC5648  DESIGNATION -  89 036.01
 AC5648  PID         -  AC5648
 AC5648  STATE/COUNTY-  SD/CUSTER
 AC5648  COUNTRY     -  US
 AC5648  USGS QUAD   -  ARGYLE (2017)
 AC5648
 AC5648                         *CURRENT SURVEY CONTROL
 AC5648  ______________________________________________________________________
 AC5648* NAD 83(1986) POSITION- 43 30 29.     (N) 103 39 56.     (W)   SCALED
 AC5648* NAVD 88 ORTHO HEIGHT -  1425.062 (meters)     4675.39  (feet) ADJUSTED
 AC5648  ______________________________________________________________________
 AC5648  GEOID HEIGHT    -        -14.585 (meters)                     GEOID18
 AC5648  DYNAMIC HEIGHT  -       1424.417 (meters)     4673.27  (feet) COMP
 AC5648  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 AC5648
 AC5648  VERT ORDER      -  FIRST     CLASS II
 AC5648
 AC5648.The horizontal coordinates were scaled from a map and have
 AC5648.an estimated accuracy of +/- 6 seconds.
 AC5648
 AC5648.The orthometric height was determined by differential leveling and
 AC5648.adjusted by the NATIONAL GEODETIC SURVEY
 AC5648.in October 1997.
 AC5648
 AC5648.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5648.GEOID18 height accuracy estimate available here.
 AC5648
 AC5648.Click photographs - Photos may exist for this station.
 AC5648
 AC5648.The dynamic height is computed by dividing the NAVD 88
 AC5648.geopotential number by the normal gravity value computed on the
 AC5648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5648.degrees latitude (g = 980.6199 gals.).
 AC5648
 AC5648.The modeled gravity was interpolated from observed gravity values.
 AC5648
 AC5648;                    North         East    Units  Estimated Accuracy
 AC5648;SPC SD S     -   135,910.      330,630.      MT  (+/- 180 meters Scaled)
 AC5648
 AC5648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ078181(NAD 83)
 AC5648
 AC5648                          SUPERSEDED SURVEY CONTROL
 AC5648
 AC5648.No superseded survey control is available for this station.
 AC5648
 AC5648_MARKER: DD = SURVEY DISK
 AC5648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5648_STAMPING: 89-36.01
 AC5648_MARK LOGO: SDDT
 AC5648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5648+STABILITY: SURFACE MOTION
 AC5648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5648+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5648
 AC5648  HISTORY     - Date     Condition        Report By
 AC5648  HISTORY     - UNK      MONUMENTED       SDDT
 AC5648  HISTORY     - 19950410 GOOD             NGS
 AC5648
 AC5648                          STATION DESCRIPTION
 AC5648
 AC5648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5648'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5648'IN PRINGLE, THENCE 15.0 KM (9.30 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5648'29.8 M (97.8 FT) EAST OF THE HIGHWAY CENTERLINE, 26.7 M (87.6 FT)
 AC5648'NORTHEAST OF MILEPOST 36, 5.1 M (16.7 FT) NORTH OF THE CENTER OF A
 AC5648'GATE, 0.5 M (1.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS
 AC5648'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AC5648'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5649 ***********************************************************************
 AC5649  DESIGNATION -  89 036.96
 AC5649  PID         -  AC5649
 AC5649  STATE/COUNTY-  SD/CUSTER
 AC5649  COUNTRY     -  US
 AC5649  USGS QUAD   -  ARGYLE (2017)
 AC5649
 AC5649                         *CURRENT SURVEY CONTROL
 AC5649  ______________________________________________________________________
 AC5649* NAD 83(1986) POSITION- 43 31 16.     (N) 103 39 31.     (W)   SCALED
 AC5649* NAVD 88 ORTHO HEIGHT -  1444.825 (meters)     4740.23  (feet) ADJUSTED
 AC5649  ______________________________________________________________________
 AC5649  GEOID HEIGHT    -        -14.537 (meters)                     GEOID18
 AC5649  DYNAMIC HEIGHT  -       1444.166 (meters)     4738.07  (feet) COMP
 AC5649  MODELED GRAVITY -    980,111.5   (mgal)                       NAVD 88
 AC5649
 AC5649  VERT ORDER      -  FIRST     CLASS II
 AC5649
 AC5649.The horizontal coordinates were scaled from a map and have
 AC5649.an estimated accuracy of +/- 6 seconds.
 AC5649
 AC5649.The orthometric height was determined by differential leveling and
 AC5649.adjusted by the NATIONAL GEODETIC SURVEY
 AC5649.in October 1997.
 AC5649
 AC5649.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5649.GEOID18 height accuracy estimate available here.
 AC5649
 AC5649.Click photographs - Photos may exist for this station.
 AC5649
 AC5649.The dynamic height is computed by dividing the NAVD 88
 AC5649.geopotential number by the normal gravity value computed on the
 AC5649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5649.degrees latitude (g = 980.6199 gals.).
 AC5649
 AC5649.The modeled gravity was interpolated from observed gravity values.
 AC5649
 AC5649;                    North         East    Units  Estimated Accuracy
 AC5649;SPC SD S     -   137,330.      331,250.      MT  (+/- 180 meters Scaled)
 AC5649
 AC5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ084195(NAD 83)
 AC5649
 AC5649                          SUPERSEDED SURVEY CONTROL
 AC5649
 AC5649.No superseded survey control is available for this station.
 AC5649
 AC5649_MARKER: DD = SURVEY DISK
 AC5649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5649_STAMPING: 89-36.96
 AC5649_MARK LOGO: SDDT
 AC5649_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5649+STABILITY: SURFACE MOTION
 AC5649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5649+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5649
 AC5649  HISTORY     - Date     Condition        Report By
 AC5649  HISTORY     - UNK      MONUMENTED       SDDT
 AC5649  HISTORY     - 19950410 GOOD             NGS
 AC5649
 AC5649                          STATION DESCRIPTION
 AC5649
 AC5649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5649'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5649'IN PRINGLE, THENCE 13.5 KM (8.40 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5649'125.9 M (413.1 FT) SOUTHEAST OF MILEPOST 37, 117.6 M (385.8 FT) EAST
 AC5649'OF THE HIGHWAY CENTERLINE, 15.1 M (49.5 FT) WEST OF THE CENTER OF A
 AC5649'RAILROAD GRADE (TRACK REMOVED), 15.2 M (49.9 FT) NORTH OF THE CENTER
 AC5649'OF COUNTY ROAD 333, 0.8 M (2.6 FT) EAST OF A FENCE CORNER, 0.3 M (1.0
 AC5649'FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 AC5649'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5650 ***********************************************************************
 AC5650  DESIGNATION -  89 038.10
 AC5650  PID         -  AC5650
 AC5650  STATE/COUNTY-  SD/CUSTER
 AC5650  COUNTRY     -  US
 AC5650  USGS QUAD   -  ARGYLE (2017)
 AC5650
 AC5650                         *CURRENT SURVEY CONTROL
 AC5650  ______________________________________________________________________
 AC5650* NAD 83(1986) POSITION- 43 32 13.     (N) 103 39 20.     (W)   SCALED
 AC5650* NAVD 88 ORTHO HEIGHT -  1437.899 (meters)     4717.51  (feet) ADJUSTED
 AC5650  ______________________________________________________________________
 AC5650  GEOID HEIGHT    -        -14.467 (meters)                     GEOID18
 AC5650  DYNAMIC HEIGHT  -       1437.241 (meters)     4715.35  (feet) COMP
 AC5650  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 AC5650
 AC5650  VERT ORDER      -  FIRST     CLASS II
 AC5650
 AC5650.The horizontal coordinates were scaled from a map and have
 AC5650.an estimated accuracy of +/- 6 seconds.
 AC5650
 AC5650.The orthometric height was determined by differential leveling and
 AC5650.adjusted by the NATIONAL GEODETIC SURVEY
 AC5650.in October 1997.
 AC5650
 AC5650.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5650.GEOID18 height accuracy estimate available here.
 AC5650
 AC5650.Click photographs - Photos may exist for this station.
 AC5650
 AC5650.The dynamic height is computed by dividing the NAVD 88
 AC5650.geopotential number by the normal gravity value computed on the
 AC5650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5650.degrees latitude (g = 980.6199 gals.).
 AC5650
 AC5650.The modeled gravity was interpolated from observed gravity values.
 AC5650
 AC5650;                    North         East    Units  Estimated Accuracy
 AC5650;SPC SD S     -   139,080.      331,570.      MT  (+/- 180 meters Scaled)
 AC5650
 AC5650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ086213(NAD 83)
 AC5650
 AC5650                          SUPERSEDED SURVEY CONTROL
 AC5650
 AC5650.No superseded survey control is available for this station.
 AC5650
 AC5650_MARKER: DD = SURVEY DISK
 AC5650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5650_STAMPING: 89-38.10
 AC5650_MARK LOGO: SDDT
 AC5650_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5650+STABILITY: SURFACE MOTION
 AC5650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5650+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5650
 AC5650  HISTORY     - Date     Condition        Report By
 AC5650  HISTORY     - UNK      MONUMENTED       SDDT
 AC5650  HISTORY     - 19950410 GOOD             NGS
 AC5650
 AC5650                          STATION DESCRIPTION
 AC5650
 AC5650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5650'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5650'IN PRINGLE, THENCE 11.6 KM (7.20 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5650'138.0 M (452.8 FT) NORTH OF MILEPOST 38, 29.8 M (97.8 FT) EAST OF AND
 AC5650'LEVEL WITH THE HIGHWAY CENTERLINE, 6.6 M (21.7 FT) NORTH OF THE CENTER
 AC5650'OF A DIRT ROAD AND A CATTLE GUARD, 1.9 M (6.2 FT) SOUTH OF THE MOST
 AC5650'NORTHERLY OF 3 BRACED FENCE POSTS, 1.4 M (4.6 FT) NORTH OF A T-FENCE
 AC5650'CORNER, 1.0 M (3.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 AC5650'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 AC5650'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5651 ***********************************************************************
 AC5651  DESIGNATION -  89 038.90
 AC5651  PID         -  AC5651
 AC5651  STATE/COUNTY-  SD/CUSTER
 AC5651  COUNTRY     -  US
 AC5651  USGS QUAD   -  ARGYLE (2017)
 AC5651
 AC5651                         *CURRENT SURVEY CONTROL
 AC5651  ______________________________________________________________________
 AC5651* NAD 83(1986) POSITION- 43 32 55.     (N) 103 39 19.     (W)   SCALED
 AC5651* NAVD 88 ORTHO HEIGHT -  1481.148 (meters)     4859.40  (feet) ADJUSTED
 AC5651  ______________________________________________________________________
 AC5651  GEOID HEIGHT    -        -14.412 (meters)                     GEOID18
 AC5651  DYNAMIC HEIGHT  -       1480.472 (meters)     4857.18  (feet) COMP
 AC5651  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 AC5651
 AC5651  VERT ORDER      -  FIRST     CLASS II
 AC5651
 AC5651.The horizontal coordinates were scaled from a map and have
 AC5651.an estimated accuracy of +/- 6 seconds.
 AC5651
 AC5651.The orthometric height was determined by differential leveling and
 AC5651.adjusted by the NATIONAL GEODETIC SURVEY
 AC5651.in October 1997.
 AC5651
 AC5651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5651.GEOID18 height accuracy estimate available here.
 AC5651
 AC5651.Click photographs - Photos may exist for this station.
 AC5651
 AC5651.The dynamic height is computed by dividing the NAVD 88
 AC5651.geopotential number by the normal gravity value computed on the
 AC5651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5651.degrees latitude (g = 980.6199 gals.).
 AC5651
 AC5651.The modeled gravity was interpolated from observed gravity values.
 AC5651
 AC5651;                    North         East    Units  Estimated Accuracy
 AC5651;SPC SD S     -   140,370.      331,640.      MT  (+/- 180 meters Scaled)
 AC5651
 AC5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ086226(NAD 83)
 AC5651
 AC5651                          SUPERSEDED SURVEY CONTROL
 AC5651
 AC5651.No superseded survey control is available for this station.
 AC5651
 AC5651_MARKER: DD = SURVEY DISK
 AC5651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5651_STAMPING: 89-38.90
 AC5651_MARK LOGO: SDDT
 AC5651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5651+STABILITY: SURFACE MOTION
 AC5651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5651+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5651
 AC5651  HISTORY     - Date     Condition        Report By
 AC5651  HISTORY     - UNK      MONUMENTED       SDDT
 AC5651  HISTORY     - 19950410 GOOD             NGS
 AC5651
 AC5651                          STATION DESCRIPTION
 AC5651
 AC5651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5651'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5651'IN PRINGLE, THENCE 10.4 KM (6.45 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5651'175.6 M (576.1 FT) SOUTH OF MILEPOST 39, 29.8 M (97.8 FT) EAST OF THE
 AC5651'HIGHWAY CENTERLINE, 19.8 M (65.0 FT) SOUTH OF THE CENTER OF COUNTY
 AC5651'ROAD 333, 3.8 M (12.5 FT) NORTH OF THE MOST SOUTHERLY OF 3 BRACED
 AC5651'FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 AC5651'FT) WEST OF A FENCE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE
 AC5651'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5652 ***********************************************************************
 AC5652  DESIGNATION -  89 039.98
 AC5652  PID         -  AC5652
 AC5652  STATE/COUNTY-  SD/CUSTER
 AC5652  COUNTRY     -  US
 AC5652  USGS QUAD   -  ARGYLE (2017)
 AC5652
 AC5652                         *CURRENT SURVEY CONTROL
 AC5652  ______________________________________________________________________
 AC5652* NAD 83(1986) POSITION- 43 33 44.     (N) 103 38 52.     (W)   SCALED
 AC5652* NAVD 88 ORTHO HEIGHT -  1441.088 (meters)     4727.97  (feet) ADJUSTED
 AC5652  ______________________________________________________________________
 AC5652  GEOID HEIGHT    -        -14.368 (meters)                     GEOID18
 AC5652  DYNAMIC HEIGHT  -       1440.443 (meters)     4725.85  (feet) COMP
 AC5652  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 AC5652
 AC5652  VERT ORDER      -  FIRST     CLASS II
 AC5652
 AC5652.The horizontal coordinates were scaled from a map and have
 AC5652.an estimated accuracy of +/- 6 seconds.
 AC5652
 AC5652.The orthometric height was determined by differential leveling and
 AC5652.adjusted by the NATIONAL GEODETIC SURVEY
 AC5652.in October 1997.
 AC5652
 AC5652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5652.GEOID18 height accuracy estimate available here.
 AC5652
 AC5652.Click photographs - Photos may exist for this station.
 AC5652
 AC5652.The dynamic height is computed by dividing the NAVD 88
 AC5652.geopotential number by the normal gravity value computed on the
 AC5652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5652.degrees latitude (g = 980.6199 gals.).
 AC5652
 AC5652.The modeled gravity was interpolated from observed gravity values.
 AC5652
 AC5652;                    North         East    Units  Estimated Accuracy
 AC5652;SPC SD S     -   141,860.      332,310.      MT  (+/- 180 meters Scaled)
 AC5652
 AC5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ092241(NAD 83)
 AC5652
 AC5652                          SUPERSEDED SURVEY CONTROL
 AC5652
 AC5652.No superseded survey control is available for this station.
 AC5652
 AC5652_MARKER: Z = SEE DESCRIPTION
 AC5652_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5652_STAMPING: 89-39.98 1995
 AC5652_MARK LOGO: NGS
 AC5652_PROJECTION: FLUSH
 AC5652_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5652+STABILITY: POSITION/ELEVATION WELL
 AC5652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5652+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5652_ROD/PIPE-DEPTH: 6.4 meters
 AC5652_SLEEVE-DEPTH  : 4.0 meters
 AC5652
 AC5652  HISTORY     - Date     Condition        Report By
 AC5652  HISTORY     - 1995     MONUMENTED       SDDT
 AC5652  HISTORY     - 19950410 GOOD             NGS
 AC5652
 AC5652                          STATION DESCRIPTION
 AC5652
 AC5652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5652'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5652'IN PRINGLE, THENCE 8.6 KM (5.35 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5652'42.4 M (139.1 FT) SOUTH OF MILEPOST 40, 29.4 M (96.5 FT) SOUTHEAST OF
 AC5652'AND LEVEL WITH THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) NORTHEAST OF
 AC5652'THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT) NORTHWEST OF A
 AC5652'FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A METAL GUARD POST, AND 0.2 M (0.7
 AC5652'FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AC5652'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2
 AC5652'INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 AC5652'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5653 ***********************************************************************
 AC5653  DESIGNATION -  89 040.99
 AC5653  PID         -  AC5653
 AC5653  STATE/COUNTY-  SD/CUSTER
 AC5653  COUNTRY     -  US
 AC5653  USGS QUAD   -  ARGYLE (2017)
 AC5653
 AC5653                         *CURRENT SURVEY CONTROL
 AC5653  ______________________________________________________________________
 AC5653* NAD 83(1986) POSITION- 43 34 20.     (N) 103 37 59.     (W)   SCALED
 AC5653* NAVD 88 ORTHO HEIGHT -  1427.708 (meters)     4684.07  (feet) ADJUSTED
 AC5653  ______________________________________________________________________
 AC5653  GEOID HEIGHT    -        -14.359 (meters)                     GEOID18
 AC5653  DYNAMIC HEIGHT  -       1427.069 (meters)     4681.98  (feet) COMP
 AC5653  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 AC5653
 AC5653  VERT ORDER      -  FIRST     CLASS II
 AC5653
 AC5653.The horizontal coordinates were scaled from a map and have
 AC5653.an estimated accuracy of +/- 6 seconds.
 AC5653
 AC5653.The orthometric height was determined by differential leveling and
 AC5653.adjusted by the NATIONAL GEODETIC SURVEY
 AC5653.in October 1997.
 AC5653
 AC5653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5653.GEOID18 height accuracy estimate available here.
 AC5653
 AC5653.Click photographs - Photos may exist for this station.
 AC5653
 AC5653.The dynamic height is computed by dividing the NAVD 88
 AC5653.geopotential number by the normal gravity value computed on the
 AC5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5653.degrees latitude (g = 980.6199 gals.).
 AC5653
 AC5653.The modeled gravity was interpolated from observed gravity values.
 AC5653
 AC5653;                    North         East    Units  Estimated Accuracy
 AC5653;SPC SD S     -   142,920.      333,540.      MT  (+/- 180 meters Scaled)
 AC5653
 AC5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ103252(NAD 83)
 AC5653
 AC5653                          SUPERSEDED SURVEY CONTROL
 AC5653
 AC5653.No superseded survey control is available for this station.
 AC5653
 AC5653_MARKER: DB = BENCH MARK DISK
 AC5653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5653_STAMPING: 89-40.99
 AC5653_MARK LOGO: SDDT
 AC5653_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5653+STABILITY: SURFACE MOTION
 AC5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5653+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5653
 AC5653  HISTORY     - Date     Condition        Report By
 AC5653  HISTORY     - UNK      MONUMENTED       SDDT
 AC5653  HISTORY     - 19950410 GOOD             NGS
 AC5653
 AC5653                          STATION DESCRIPTION
 AC5653
 AC5653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5653'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5653'IN PRINGLE, THENCE 6.9 KM (4.30 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5653'30.2 M (99.1 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 24.5 M
 AC5653'(80.4 FT) SOUTHEAST OF MILEPOST 41, 11.5 M (37.7 FT) NORTH OF THE
 AC5653'CENTER OF A DIRT ROAD AND A CATTLE GUARD, 1.4 M (4.6 FT) SOUTHWEST OF
 AC5653'THE NORTH END OF 2 BRACED FENCE POSTS, 0.7 M (2.3 FT) WEST OF A FENCE,
 AC5653'0.3 M (1.0 FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16
 AC5653'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5655 ***********************************************************************
 AC5655  DESIGNATION -  89 042.38
 AC5655  PID         -  AC5655
 AC5655  STATE/COUNTY-  SD/CUSTER
 AC5655  COUNTRY     -  US
 AC5655  USGS QUAD   -  PRINGLE (2017)
 AC5655
 AC5655                         *CURRENT SURVEY CONTROL
 AC5655  ______________________________________________________________________
 AC5655* NAD 83(1986) POSITION- 43 34 56.     (N) 103 36 54.     (W)   SCALED
 AC5655* NAVD 88 ORTHO HEIGHT -  1486.519 (meters)     4877.02  (feet) ADJUSTED
 AC5655  ______________________________________________________________________
 AC5655  GEOID HEIGHT    -        -14.356 (meters)                     GEOID18
 AC5655  DYNAMIC HEIGHT  -       1485.855 (meters)     4874.84  (feet) COMP
 AC5655  MODELED GRAVITY -    980,118.4   (mgal)                       NAVD 88
 AC5655
 AC5655  VERT ORDER      -  FIRST     CLASS II
 AC5655
 AC5655.The horizontal coordinates were scaled from a map and have
 AC5655.an estimated accuracy of +/- 6 seconds.
 AC5655
 AC5655.The orthometric height was determined by differential leveling and
 AC5655.adjusted by the NATIONAL GEODETIC SURVEY
 AC5655.in October 1997.
 AC5655
 AC5655.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5655.GEOID18 height accuracy estimate available here.
 AC5655
 AC5655.Click photographs - Photos may exist for this station.
 AC5655
 AC5655.The dynamic height is computed by dividing the NAVD 88
 AC5655.geopotential number by the normal gravity value computed on the
 AC5655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5655.degrees latitude (g = 980.6199 gals.).
 AC5655
 AC5655.The modeled gravity was interpolated from observed gravity values.
 AC5655
 AC5655;                    North         East    Units  Estimated Accuracy
 AC5655;SPC SD S     -   143,980.      335,040.      MT  (+/- 180 meters Scaled)
 AC5655
 AC5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ118264(NAD 83)
 AC5655
 AC5655                          SUPERSEDED SURVEY CONTROL
 AC5655
 AC5655.No superseded survey control is available for this station.
 AC5655
 AC5655_MARKER: DD = SURVEY DISK
 AC5655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5655_STAMPING: 89-42.38
 AC5655_MARK LOGO: SDDT
 AC5655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5655+STABILITY: SURFACE MOTION
 AC5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5655+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5655
 AC5655  HISTORY     - Date     Condition        Report By
 AC5655  HISTORY     - UNK      MONUMENTED       SDDT
 AC5655  HISTORY     - 19950410 GOOD             NGS
 AC5655
 AC5655                          STATION DESCRIPTION
 AC5655
 AC5655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5655'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5655'IN PRINGLE, THENCE 4.6 KM (2.85 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5655'623.1 M (2044.3 FT) NORTH OF MILEPOST 42, 29.8 M (97.8 FT) NORTHWEST
 AC5655'OF THE HIGHWAY CENTERLINE, 7.1 M (23.3 FT) SOUTHWEST OF THE CENTER OF
 AC5655'FOREST SERVICE ROAD 496.1E, 5.3 M (17.4 FT) NORTHEAST OF THE CENTER OF
 AC5655'A GATE, 1.2 M (3.9 FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING SIGN,
 AC5655'0.7 M (2.3 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AC5655'THE HIGHWAY, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE
 AC5655'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5656 ***********************************************************************
 AC5656  DESIGNATION -  89 043.36
 AC5656  PID         -  AC5656
 AC5656  STATE/COUNTY-  SD/CUSTER
 AC5656  COUNTRY     -  US
 AC5656  USGS QUAD   -  PRINGLE (2017)
 AC5656
 AC5656                         *CURRENT SURVEY CONTROL
 AC5656  ______________________________________________________________________
 AC5656* NAD 83(1986) POSITION- 43 35 13.     (N) 103 36 00.     (W)   SCALED
 AC5656* NAVD 88 ORTHO HEIGHT -  1509.215 (meters)     4951.48  (feet) ADJUSTED
 AC5656  ______________________________________________________________________
 AC5656  GEOID HEIGHT    -        -14.376 (meters)                     GEOID18
 AC5656  DYNAMIC HEIGHT  -       1508.542 (meters)     4949.27  (feet) COMP
 AC5656  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 AC5656
 AC5656  VERT ORDER      -  FIRST     CLASS II
 AC5656
 AC5656.The horizontal coordinates were scaled from a map and have
 AC5656.an estimated accuracy of +/- 6 seconds.
 AC5656
 AC5656.The orthometric height was determined by differential leveling and
 AC5656.adjusted by the NATIONAL GEODETIC SURVEY
 AC5656.in October 1997.
 AC5656
 AC5656.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5656.GEOID18 height accuracy estimate available here.
 AC5656
 AC5656.Click photographs - Photos may exist for this station.
 AC5656
 AC5656.The dynamic height is computed by dividing the NAVD 88
 AC5656.geopotential number by the normal gravity value computed on the
 AC5656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5656.degrees latitude (g = 980.6199 gals.).
 AC5656
 AC5656.The modeled gravity was interpolated from observed gravity values.
 AC5656
 AC5656;                    North         East    Units  Estimated Accuracy
 AC5656;SPC SD S     -   144,450.      336,280.      MT  (+/- 180 meters Scaled)
 AC5656
 AC5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ130269(NAD 83)
 AC5656
 AC5656                          SUPERSEDED SURVEY CONTROL
 AC5656
 AC5656.No superseded survey control is available for this station.
 AC5656
 AC5656_MARKER: DD = SURVEY DISK
 AC5656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5656_STAMPING: 89-43.36
 AC5656_MARK LOGO: SDDT
 AC5656_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5656+STABILITY: SURFACE MOTION
 AC5656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5656+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5656
 AC5656  HISTORY     - Date     Condition        Report By
 AC5656  HISTORY     - UNK      MONUMENTED       SDDT
 AC5656  HISTORY     - 19950410 GOOD             NGS
 AC5656
 AC5656                          STATION DESCRIPTION
 AC5656
 AC5656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5656'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5656'IN PRINGLE, THENCE 3.1 KM (1.90 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5656'578.4 M (1897.6 FT) NORTH OF MILEPOST 43, 30.6 M (100.4 FT) SOUTH OF
 AC5656'THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) EAST OF THE CENTER OF A GATE,
 AC5656'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF
 AC5656'A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 AC5656'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5657 ***********************************************************************
 AC5657  DESIGNATION -  89 044.35
 AC5657  PID         -  AC5657
 AC5657  STATE/COUNTY-  SD/CUSTER
 AC5657  COUNTRY     -  US
 AC5657  USGS QUAD   -  PRINGLE (2017)
 AC5657
 AC5657                         *CURRENT SURVEY CONTROL
 AC5657  ______________________________________________________________________
 AC5657* NAD 83(1986) POSITION- 43 35 40.     (N) 103 35 16.     (W)   SCALED
 AC5657* NAVD 88 ORTHO HEIGHT -  1479.657 (meters)     4854.51  (feet) ADJUSTED
 AC5657  ______________________________________________________________________
 AC5657  GEOID HEIGHT    -        -14.381 (meters)                     GEOID18
 AC5657  DYNAMIC HEIGHT  -       1478.996 (meters)     4852.34  (feet) COMP
 AC5657  MODELED GRAVITY -    980,119.1   (mgal)                       NAVD 88
 AC5657
 AC5657  VERT ORDER      -  FIRST     CLASS II
 AC5657
 AC5657.The horizontal coordinates were scaled from a map and have
 AC5657.an estimated accuracy of +/- 6 seconds.
 AC5657
 AC5657.The orthometric height was determined by differential leveling and
 AC5657.adjusted by the NATIONAL GEODETIC SURVEY
 AC5657.in October 1997.
 AC5657
 AC5657.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5657.GEOID18 height accuracy estimate available here.
 AC5657
 AC5657.Click photographs - Photos may exist for this station.
 AC5657
 AC5657.The dynamic height is computed by dividing the NAVD 88
 AC5657.geopotential number by the normal gravity value computed on the
 AC5657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5657.degrees latitude (g = 980.6199 gals.).
 AC5657
 AC5657.The modeled gravity was interpolated from observed gravity values.
 AC5657
 AC5657;                    North         East    Units  Estimated Accuracy
 AC5657;SPC SD S     -   145,250.      337,290.      MT  (+/- 180 meters Scaled)
 AC5657
 AC5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ139277(NAD 83)
 AC5657
 AC5657                          SUPERSEDED SURVEY CONTROL
 AC5657
 AC5657.No superseded survey control is available for this station.
 AC5657
 AC5657_MARKER: DD = SURVEY DISK
 AC5657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5657_STAMPING: 89-44.35
 AC5657_MARK LOGO: SDDT
 AC5657_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5657+STABILITY: SURFACE MOTION
 AC5657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5657+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5657
 AC5657  HISTORY     - Date     Condition        Report By
 AC5657  HISTORY     - UNK      MONUMENTED       SDDT
 AC5657  HISTORY     - 19950410 GOOD             NGS
 AC5657
 AC5657                          STATION DESCRIPTION
 AC5657
 AC5657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5657'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5657'IN PRINGLE, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5657'600.0 M (1968.5 FT) NORTHEAST OF MILEPOST 44, 30.3 M (99.4 FT) SOUTH
 AC5657'OF A TRIPLE TRUNK PINE TREE, 29.8 M (97.8 FT) EAST OF THE HIGHWAY
 AC5657'CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3
 AC5657'FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 AC5657'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5661 ***********************************************************************
 AC5661  DESIGNATION -  89 045.20
 AC5661  PID         -  AC5661
 AC5661  STATE/COUNTY-  SD/CUSTER
 AC5661  COUNTRY     -  US
 AC5661  USGS QUAD   -  PRINGLE (2017)
 AC5661
 AC5661                         *CURRENT SURVEY CONTROL
 AC5661  ______________________________________________________________________
 AC5661* NAD 83(1986) POSITION- 43 36 26.     (N) 103 35 22.     (W)   SCALED
 AC5661* NAVD 88 ORTHO HEIGHT -  1482.802 (meters)     4864.83  (feet) ADJUSTED
 AC5661  ______________________________________________________________________
 AC5661  GEOID HEIGHT    -        -14.316 (meters)                     GEOID18
 AC5661  DYNAMIC HEIGHT  -       1482.137 (meters)     4862.64  (feet) COMP
 AC5661  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 AC5661
 AC5661  VERT ORDER      -  FIRST     CLASS II
 AC5661
 AC5661.The horizontal coordinates were scaled from a map and have
 AC5661.an estimated accuracy of +/- 6 seconds.
 AC5661
 AC5661.The orthometric height was determined by differential leveling and
 AC5661.adjusted by the NATIONAL GEODETIC SURVEY
 AC5661.in October 1997.
 AC5661
 AC5661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5661.GEOID18 height accuracy estimate available here.
 AC5661
 AC5661.Click photographs - Photos may exist for this station.
 AC5661
 AC5661.The dynamic height is computed by dividing the NAVD 88
 AC5661.geopotential number by the normal gravity value computed on the
 AC5661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5661.degrees latitude (g = 980.6199 gals.).
 AC5661
 AC5661.The modeled gravity was interpolated from observed gravity values.
 AC5661
 AC5661;                    North         East    Units  Estimated Accuracy
 AC5661;SPC SD S     -   146,670.      337,220.      MT  (+/- 180 meters Scaled)
 AC5661
 AC5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ138292(NAD 83)
 AC5661
 AC5661                          SUPERSEDED SURVEY CONTROL
 AC5661
 AC5661.No superseded survey control is available for this station.
 AC5661
 AC5661_MARKER: Z = SEE DESCRIPTION
 AC5661_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC5661_STAMPING: 89-45.20 1995
 AC5661_MARK LOGO: NGS
 AC5661_PROJECTION: FLUSH
 AC5661_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5661+STABILITY: POSITION/ELEVATION WELL
 AC5661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5661+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5661_ROD/PIPE-DEPTH: 6.4 meters
 AC5661_SLEEVE-DEPTH  : 4.0 meters
 AC5661
 AC5661  HISTORY     - Date     Condition        Report By
 AC5661  HISTORY     - 1995     MONUMENTED       SDDT
 AC5661  HISTORY     - 19950410 GOOD             NGS
 AC5661
 AC5661                          STATION DESCRIPTION
 AC5661
 AC5661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5661'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5661'IN PRINGLE, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 AC5661'328.6 M (1078.1 FT) NORTH OF MILEPOST 45, 170.5 M (559.4 FT) SOUTH OF
 AC5661'THE CENTERLINE OF U.S. HIGHWAY 385, 67.2 M (220.5 FT) SOUTH OF A
 AC5661'UTILITY POLE WITH 3 GUY CABLES, 39.0 M (128.0 FT) NORTH OF THE CENTER
 AC5661'OF A DOUBLE GATE, 30.3 M (99.4 FT) EAST OF THE HIGHWAY CENTERLINE, 0.5
 AC5661'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 AC5661'METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--THE
 AC5661'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 AC5661'IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AC5661'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0833 ***********************************************************************
 OT0833  DESIGNATION -  9 DHW
 OT0833  PID         -  OT0833
 OT0833  STATE/COUNTY-  SD/FALL RIVER
 OT0833  COUNTRY     -  US
 OT0833  USGS QUAD   -  WALLACE RANCH (2017)
 OT0833
 OT0833                         *CURRENT SURVEY CONTROL
 OT0833  ______________________________________________________________________
 OT0833* NAD 83(1986) POSITION- 43 00 27.     (N) 103 57 01.     (W)   SCALED
 OT0833* NAVD 88 ORTHO HEIGHT -  1155.569 (meters)     3791.23  (feet) ADJUSTED
 OT0833  ______________________________________________________________________
 OT0833  GEOID HEIGHT    -        -15.362 (meters)                     GEOID18
 OT0833  DYNAMIC HEIGHT  -       1155.019 (meters)     3789.42  (feet) COMP
 OT0833  MODELED GRAVITY -    980,103.9   (mgal)                       NAVD 88
 OT0833
 OT0833  VERT ORDER      -  THIRD
 OT0833
 OT0833.The horizontal coordinates were scaled from a map and have
 OT0833.an estimated accuracy of +/- 6 seconds.
 OT0833
 OT0833.The orthometric height was determined by differential leveling and
 OT0833.adjusted by the NATIONAL GEODETIC SURVEY
 OT0833.in June 1991.
 OT0833
 OT0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0833.GEOID18 height accuracy estimate available here.
 OT0833
 OT0833.Click photographs - Photos may exist for this station.
 OT0833
 OT0833.The dynamic height is computed by dividing the NAVD 88
 OT0833.geopotential number by the normal gravity value computed on the
 OT0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0833.degrees latitude (g = 980.6199 gals.).
 OT0833
 OT0833.The modeled gravity was interpolated from observed gravity values.
 OT0833
 OT0833;                    North         East    Units  Estimated Accuracy
 OT0833;SPC SD S     -    81,310.      305,210.      MT  (+/- 180 meters Scaled)
 OT0833
 OT0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH855621(NAD 83)
 OT0833
 OT0833                          SUPERSEDED SURVEY CONTROL
 OT0833
 OT0833.No superseded survey control is available for this station.
 OT0833
 OT0833_MARKER: DB = BENCH MARK DISK
 OT0833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0833+WITH SETTING: INFORMATION.
 OT0833_STAMPING: 9 DHW 1974
 OT0833_MARK LOGO: USGS
 OT0833_PROJECTION: FLUSH
 OT0833_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0833+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0833
 OT0833  HISTORY     - Date     Condition        Report By
 OT0833  HISTORY     - 1974     MONUMENTED       USGS
 OT0833
 OT0833                          STATION DESCRIPTION
 OT0833
 OT0833'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0833'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 16.7 MILES
 OT0833'WEST ALONG GRADED ROAD TO A CEMETERY, THENCE 0.55 MILES WEST TO A
 OT0833'CATTLEGUARD IN THE NORTH-SOUTH FENCE, IN THE CENTER OF SECTION
 OT0833'13/TOWNSHIP 12 SOUTH/RANGE 1 EAST, 30 FEET NORTH AND 2 FEET EAST OF
 OT0833'THE CENTER OF THE CATTLEGUARD, SET IN A COPPER-CLAD STEEL ROD DRIVEN
 OT0833'10 FEET AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0678 ***********************************************************************
 OR0678  DESIGNATION -  9 FG
 OR0678  PID         -  OR0678
 OR0678  STATE/COUNTY-  SD/GREGORY
 OR0678  COUNTRY     -  US
 OR0678  USGS QUAD   -  HERRICK NE (2017)
 OR0678
 OR0678                         *CURRENT SURVEY CONTROL
 OR0678  ______________________________________________________________________
 OR0678* NAD 83(1986) POSITION- 43 13 36.     (N) 099 00 51.     (W)   SCALED
 OR0678* NAVD 88 ORTHO HEIGHT -   463.848 (meters)     1521.81  (feet) ADJUSTED
 OR0678  ______________________________________________________________________
 OR0678  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 OR0678  DYNAMIC HEIGHT  -        463.690 (meters)     1521.29  (feet) COMP
 OR0678  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 OR0678
 OR0678  VERT ORDER      -  FIRST     CLASS II
 OR0678
 OR0678.The horizontal coordinates were scaled from a map and have
 OR0678.an estimated accuracy of +/- 6 seconds.
 OR0678
 OR0678.The orthometric height was determined by differential leveling and
 OR0678.adjusted by the NATIONAL GEODETIC SURVEY
 OR0678.in June 1991.
 OR0678
 OR0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0678.GEOID18 height accuracy estimate available here.
 OR0678
 OR0678.Click photographs - Photos may exist for this station.
 OR0678
 OR0678.The dynamic height is computed by dividing the NAVD 88
 OR0678.geopotential number by the normal gravity value computed on the
 OR0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0678.degrees latitude (g = 980.6199 gals.).
 OR0678
 OR0678.The modeled gravity was interpolated from observed gravity values.
 OR0678
 OR0678;                    North         East    Units  Estimated Accuracy
 OR0678;SPC SD S     -   100,090.      707,160.      MT  (+/- 180 meters Scaled)
 OR0678
 OR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN988859(NAD 83)
 OR0678
 OR0678                          SUPERSEDED SURVEY CONTROL
 OR0678
 OR0678  NGVD 29 (??/??/92)  463.517  (m)         1520.72   (f) ADJ UNCH    1 2
 OR0678
 OR0678.Superseded values are not recommended for survey control.
 OR0678
 OR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0678.See file dsdata.pdf to determine how the superseded data were derived.
 OR0678
 OR0678_MARKER: DD = SURVEY DISK
 OR0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0678_STAMPING: 9 FG 1946 1521
 OR0678_MARK LOGO: USGS
 OR0678_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0678+STABILITY: SURFACE MOTION
 OR0678
 OR0678  HISTORY     - Date     Condition        Report By
 OR0678  HISTORY     - 1946     MONUMENTED       USGS
 OR0678  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0678
 OR0678                          STATION DESCRIPTION
 OR0678
 OR0678'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 OR0678'13.6 MI NW FROM BONESTEEL.
 OR0678'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0678'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0678'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0678'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENE 4.5
 OR0678'MILES NORTH ALONG A DIRT ROAD, THENCE 3.0 MILES NORTHWEST ALONG A
 OR0678'DIRT ROAD, ABOUT 0.4 MILE EAST OF A FARMHOUSE AT A CATTLE GUARD,
 OR0678'AT AN ANGLE IN A FENCE, ON THE NORTH SLOPE OF A HILL, 32 FEET
 OR0678'SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF A CORNER
 OR0678'FENCE POST, 2.0 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 OR0678'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0678
 OR0678                          STATION RECOVERY (2013)
 OR0678
 OR0678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0858 ***********************************************************************
 PU0858  DESIGNATION -  9 PCL
 PU0858  PID         -  PU0858
 PU0858  STATE/COUNTY-  SD/MEADE
 PU0858  COUNTRY     -  US
 PU0858  USGS QUAD   -  STONEVILLE (2017)
 PU0858
 PU0858                         *CURRENT SURVEY CONTROL
 PU0858  ______________________________________________________________________
 PU0858* NAD 83(1986) POSITION- 44 44 53.     (N) 102 42 54.     (W)   SCALED
 PU0858* NAVD 88 ORTHO HEIGHT -   899.529 (meters)     2951.20  (feet) ADJUSTED
 PU0858  ______________________________________________________________________
 PU0858  GEOID HEIGHT    -        -17.882 (meters)                     GEOID18
 PU0858  DYNAMIC HEIGHT  -        899.315 (meters)     2950.50  (feet) COMP
 PU0858  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 PU0858
 PU0858  VERT ORDER      -  SECOND    CLASS 0
 PU0858
 PU0858.The horizontal coordinates were scaled from a map and have
 PU0858.an estimated accuracy of +/- 6 seconds.
 PU0858
 PU0858.The orthometric height was determined by differential leveling and
 PU0858.adjusted by the NATIONAL GEODETIC SURVEY
 PU0858.in June 1991.
 PU0858
 PU0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0858.GEOID18 height accuracy estimate available here.
 PU0858
 PU0858.Click photographs - Photos may exist for this station.
 PU0858
 PU0858.The dynamic height is computed by dividing the NAVD 88
 PU0858.geopotential number by the normal gravity value computed on the
 PU0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0858.degrees latitude (g = 980.6199 gals.).
 PU0858
 PU0858.The modeled gravity was interpolated from observed gravity values.
 PU0858
 PU0858;                    North         East    Units  Estimated Accuracy
 PU0858;SPC SD N     -   105,250.      385,050.      MT  (+/- 180 meters Scaled)
 PU0858
 PU0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK808575(NAD 83)
 PU0858
 PU0858                          SUPERSEDED SURVEY CONTROL
 PU0858
 PU0858  NGVD 29 (??/??/92)  899.063  (m)         2949.68   (f) ADJ UNCH    2 0
 PU0858
 PU0858.Superseded values are not recommended for survey control.
 PU0858
 PU0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0858.See file dsdata.pdf to determine how the superseded data were derived.
 PU0858
 PU0858_MARKER: DD = SURVEY DISK
 PU0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0858_STAMPING: 9 PCL 2950 1958
 PU0858_MARK LOGO: USGS
 PU0858_PROJECTION: FLUSH
 PU0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0858+STABILITY: SURFACE MOTION
 PU0858
 PU0858  HISTORY     - Date     Condition        Report By
 PU0858  HISTORY     - 1958     MONUMENTED       USGS
 PU0858  HISTORY     - 1962     GOOD             CGS
 PU0858
 PU0858                          STATION DESCRIPTION
 PU0858
 PU0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0858'4.4 MI E FROM FAIRPOINT.
 PU0858'4.35 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0858'3.85 MILES WEST OF THE STORE AT STONEVILLE, AT THE SOUTH END
 PU0858'OF A CURVE AND THE CROSSING OF A TELEPHONE LINE, 42 FEET EAST
 PU0858'OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A FENCE CORNER,
 PU0858'3 1/2 FEET WEST OF A TELEPHONE POLE WITH TWO GUY WIRES, 0.8 FOOT
 PU0858'SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD AND
 PU0858'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1045 ***********************************************************************
 OS1045  DESIGNATION -  9 SJS
 OS1045  PID         -  OS1045
 OS1045  STATE/COUNTY-  SD/BENNETT
 OS1045  COUNTRY     -  US
 OS1045  USGS QUAD   -  DEADMANS LAKE (2017)
 OS1045
 OS1045                         *CURRENT SURVEY CONTROL
 OS1045  ______________________________________________________________________
 OS1045* NAD 83(1986) POSITION- 43 12 37.     (N) 101 36 50.     (W)   SCALED
 OS1045* NAVD 88 ORTHO HEIGHT -   950.339 (meters)     3117.90  (feet) ADJUSTED
 OS1045  ______________________________________________________________________
 OS1045  GEOID HEIGHT    -        -20.092 (meters)                     GEOID18
 OS1045  DYNAMIC HEIGHT  -        949.950 (meters)     3116.63  (feet) COMP
 OS1045  MODELED GRAVITY -    980,178.6   (mgal)                       NAVD 88
 OS1045
 OS1045  VERT ORDER      -  FIRST     CLASS II
 OS1045
 OS1045.The horizontal coordinates were scaled from a map and have
 OS1045.an estimated accuracy of +/- 6 seconds.
 OS1045
 OS1045.The orthometric height was determined by differential leveling and
 OS1045.adjusted by the NATIONAL GEODETIC SURVEY
 OS1045.in June 1994.
 OS1045
 OS1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1045.GEOID18 height accuracy estimate available here.
 OS1045
 OS1045.Click photographs - Photos may exist for this station.
 OS1045
 OS1045.The dynamic height is computed by dividing the NAVD 88
 OS1045.geopotential number by the normal gravity value computed on the
 OS1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1045.degrees latitude (g = 980.6199 gals.).
 OS1045
 OS1045.The modeled gravity was interpolated from observed gravity values.
 OS1045
 OS1045;                    North         East    Units  Estimated Accuracy
 OS1045;SPC SD S     -    98,220.      495,950.      MT  (+/- 180 meters Scaled)
 OS1045
 OS1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN876874(NAD 83)
 OS1045
 OS1045                          SUPERSEDED SURVEY CONTROL
 OS1045
 OS1045.No superseded survey control is available for this station.
 OS1045
 OS1045_MARKER: DD = SURVEY DISK
 OS1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1045_STAMPING: 9 SJS 1975
 OS1045_MARK LOGO: USGS
 OS1045_PROJECTION: RECESSED 5 CENTIMETERS
 OS1045_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1045+STABILITY: SURFACE MOTION
 OS1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1045+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS1045
 OS1045  HISTORY     - Date     Condition        Report By
 OS1045  HISTORY     - 1975     MONUMENTED       USGS
 OS1045  HISTORY     - 19930929 GOOD             NGS
 OS1045  HISTORY     - 20121204 GOOD             INDIV
 OS1045
 OS1045                          STATION DESCRIPTION
 OS1045
 OS1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS1045'11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1045'OF STATE HIGHWAY 73 IN MARTIN, 161.0 M (528.2 FT) SOUTHWEST OF
 OS1045'MILEPOST 156, 30.6 M (100.4 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 OS1045'29.6 M (97.1 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING
 OS1045'SOUTH, 2.6 M (8.5 FT) SOUTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT)
 OS1045'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS
 OS1045'POST AND FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW
 OS1045'THE GROUND SURFACE.
 OS1045
 OS1045                          STATION RECOVERY (2012)
 OS1045
 OS1045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS1045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0074 ***********************************************************************
 NN0074  DESIGNATION -  94 JS
 NN0074  PID         -  NN0074
 NN0074  STATE/COUNTY-  SD/BON HOMME
 NN0074  COUNTRY     -  US
 NN0074  USGS QUAD   -  NIOBRARA (2017)
 NN0074
 NN0074                         *CURRENT SURVEY CONTROL
 NN0074  ______________________________________________________________________
 NN0074* NAD 83(1986) POSITION- 42 51 30.67   (N) 098 07 08.13   (W)   HD_HELD1
 NN0074* NAVD 88 ORTHO HEIGHT -   418.498 (meters)     1373.02  (feet) ADJUSTED
 NN0074  ______________________________________________________________________
 NN0074  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 NN0074  DYNAMIC HEIGHT  -        418.358 (meters)     1372.56  (feet) COMP
 NN0074  MODELED GRAVITY -    980,276.0   (mgal)                       NAVD 88
 NN0074
 NN0074  VERT ORDER      -  SECOND    CLASS 0
 NN0074
 NN0074.The horizontal coordinates were determined by differentially corrected
 NN0074.hand held GPS observations or other comparable positioning techniques
 NN0074.and have an estimated accuracy of +/- 3 meters.
 NN0074
 NN0074.The orthometric height was determined by differential leveling and
 NN0074.adjusted by the NATIONAL GEODETIC SURVEY
 NN0074.in June 1991.
 NN0074
 NN0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0074.GEOID18 height accuracy estimate available here.
 NN0074
 NN0074.Click photographs - Photos may exist for this station.
 NN0074
 NN0074.The dynamic height is computed by dividing the NAVD 88
 NN0074.geopotential number by the normal gravity value computed on the
 NN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0074.degrees latitude (g = 980.6199 gals.).
 NN0074
 NN0074.The modeled gravity was interpolated from observed gravity values.
 NN0074
 NN0074;                    North         East    Units  Estimated Accuracy
 NN0074;SPC SD S     -    60,756.7     780,956.2     MT  (+/- 3 meters HH1 GPS) 
 NN0074
 NN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7197945480(NAD 83)
 NN0074
 NN0074                          SUPERSEDED SURVEY CONTROL
 NN0074
 NN0074  NGVD 29 (??/??/92)  418.261  (m)         1372.24   (f) ADJ UNCH    2 0
 NN0074
 NN0074.Superseded values are not recommended for survey control.
 NN0074
 NN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0074.See file dsdata.pdf to determine how the superseded data were derived.
 NN0074
 NN0074_MARKER: DB = BENCH MARK DISK
 NN0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0074_STAMPING: 94 JS 1946
 NN0074_MARK LOGO: USGS
 NN0074_PROJECTION: FLUSH
 NN0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0074+STABILITY: SURFACE MOTION
 NN0074
 NN0074  HISTORY     - Date     Condition        Report By
 NN0074  HISTORY     - 1946     MONUMENTED       USGS
 NN0074  HISTORY     - 1949     GOOD             CGS
 NN0074
 NN0074                          STATION DESCRIPTION
 NN0074
 NN0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0074'12.7 MI NW FROM RUNNING WATER.
 NN0074'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY
 NN0074'LANDING AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL
 NN0074'ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0
 NN0074'MILES WEST ALONG A GRAVEL ROAD (BENCH MARK 97 JS(USGS) IS
 NN0074'AT THIS POINT), THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NN0074'2.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG
 NN0074'A GRAVEL ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0074'0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG
 NN0074'A GRAVEL ROAD, AT A T-JUNCTION OF THE MAIN ROAD AND A TRACK ROAD
 NN0074'LEADING NORTH, 27.0 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 NN0074'ROAD, 21.0 FEET EAST OF A POINT ON THE PROJECTED CENTER
 NN0074'LINE OF THE TRACK ROAD, 3.6 FEET NORTHEAST OF A 3-WAY CORNER
 NN0074'FENCE POST, 3.0 FEET NORTH OF A FENCE, 1.2 FEET NORTH OF A
 NN0074'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 NN0074'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0076 ***********************************************************************
 NN0076  DESIGNATION -  95 JS
 NN0076  PID         -  NN0076
 NN0076  STATE/COUNTY-  SD/BON HOMME
 NN0076  COUNTRY     -  US
 NN0076  USGS QUAD   -  NIOBRARA (2017)
 NN0076
 NN0076                         *CURRENT SURVEY CONTROL
 NN0076  ______________________________________________________________________
 NN0076* NAD 83(1986) POSITION- 42 51 03.97   (N) 098 05 22.08   (W)   HD_HELD1
 NN0076* NAVD 88 ORTHO HEIGHT -   428.661 (meters)     1406.37  (feet) ADJUSTED
 NN0076  ______________________________________________________________________
 NN0076  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 NN0076  DYNAMIC HEIGHT  -        428.517 (meters)     1405.89  (feet) COMP
 NN0076  MODELED GRAVITY -    980,271.9   (mgal)                       NAVD 88
 NN0076
 NN0076  VERT ORDER      -  SECOND    CLASS 0
 NN0076
 NN0076.The horizontal coordinates were determined by differentially corrected
 NN0076.hand held GPS observations or other comparable positioning techniques
 NN0076.and have an estimated accuracy of +/- 3 meters.
 NN0076
 NN0076.The orthometric height was determined by differential leveling and
 NN0076.adjusted by the NATIONAL GEODETIC SURVEY
 NN0076.in June 1991.
 NN0076
 NN0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0076.GEOID18 height accuracy estimate available here.
 NN0076
 NN0076.Click photographs - Photos may exist for this station.
 NN0076
 NN0076.The dynamic height is computed by dividing the NAVD 88
 NN0076.geopotential number by the normal gravity value computed on the
 NN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0076.degrees latitude (g = 980.6199 gals.).
 NN0076
 NN0076.The modeled gravity was interpolated from observed gravity values.
 NN0076
 NN0076;                    North         East    Units  Estimated Accuracy
 NN0076;SPC SD S     -    59,997.7     783,385.2     MT  (+/- 3 meters HH1 GPS) 
 NN0076
 NN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7439544682(NAD 83)
 NN0076
 NN0076                          SUPERSEDED SURVEY CONTROL
 NN0076
 NN0076  NGVD 29 (??/??/92)  428.425  (m)         1405.59   (f) ADJ UNCH    2 0
 NN0076
 NN0076.Superseded values are not recommended for survey control.
 NN0076
 NN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0076.See file dsdata.pdf to determine how the superseded data were derived.
 NN0076
 NN0076_MARKER: DB = BENCH MARK DISK
 NN0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0076_STAMPING: 95 JS 1946
 NN0076_MARK LOGO: USGS
 NN0076_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0076+STABILITY: SURFACE MOTION
 NN0076
 NN0076  HISTORY     - Date     Condition        Report By
 NN0076  HISTORY     - 1946     MONUMENTED       USGS
 NN0076  HISTORY     - 1949     GOOD             CGS
 NN0076
 NN0076                          STATION DESCRIPTION
 NN0076
 NN0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0076'10.7 MI NW FROM RUNNING WATER.
 NN0076'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY
 NN0076'LANDING AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL
 NN0076'ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0
 NN0076'MILES WEST ALONG A GRAVEL ROAD (BENCH MARK 97 JS (USGS) IS AT
 NN0076'THIS POINT), THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NN0076'2.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG
 NN0076'A GRAVEL ROAD, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD,
 NN0076'THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, IN THE SOUTWHEST
 NN0076'QUARTER OF A ROAD CROSSING, 139.0 FEET SOUTH OF THE SOUTHEAST
 NN0076'CORNER OF A SCHOOL BUILDING, 73.0 FEET SOUTH OF THE CENTER
 NN0076'LINE OF THE EAST-WEST ROAD, 25.0 FEET WEST OF THE CENTER LINE
 NN0076'OF THE NORTH-SOUTH ROAD, 36.3 FEET SOUTH OF A TELEPHONE POLE,
 NN0076'12.0 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING WEST INTO
 NN0076'A FIELD, 1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 NN0076'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0079 ***********************************************************************
 NN0079  DESIGNATION -  96 JS
 NN0079  PID         -  NN0079
 NN0079  STATE/COUNTY-  SD/BON HOMME
 NN0079  COUNTRY     -  US
 NN0079  USGS QUAD   -  NIOBRARA (2017)
 NN0079
 NN0079                         *CURRENT SURVEY CONTROL
 NN0079  ______________________________________________________________________
 NN0079* NAD 83(1986) POSITION- 42 50 12.78   (N) 098 04 10.84   (W)   HD_HELD1
 NN0079* NAVD 88 ORTHO HEIGHT -   449.280 (meters)     1474.01  (feet) ADJUSTED
 NN0079  ______________________________________________________________________
 NN0079  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 NN0079  DYNAMIC HEIGHT  -        449.127 (meters)     1473.51  (feet) COMP
 NN0079  MODELED GRAVITY -    980,268.5   (mgal)                       NAVD 88
 NN0079
 NN0079  VERT ORDER      -  SECOND    CLASS 0
 NN0079
 NN0079.The horizontal coordinates were determined by differentially corrected
 NN0079.hand held GPS observations or other comparable positioning techniques
 NN0079.and have an estimated accuracy of +/- 3 meters.
 NN0079
 NN0079.The orthometric height was determined by differential leveling and
 NN0079.adjusted by the NATIONAL GEODETIC SURVEY
 NN0079.in June 1991.
 NN0079
 NN0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0079.GEOID18 height accuracy estimate available here.
 NN0079
 NN0079.Click photographs - Photos may exist for this station.
 NN0079
 NN0079.The dynamic height is computed by dividing the NAVD 88
 NN0079.geopotential number by the normal gravity value computed on the
 NN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0079.degrees latitude (g = 980.6199 gals.).
 NN0079
 NN0079.The modeled gravity was interpolated from observed gravity values.
 NN0079
 NN0079;                    North         East    Units  Estimated Accuracy
 NN0079;SPC SD S     -    58,462.5     785,045.1     MT  (+/- 3 meters HH1 GPS) 
 NN0079
 NN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7602943120(NAD 83)
 NN0079
 NN0079                          SUPERSEDED SURVEY CONTROL
 NN0079
 NN0079  NGVD 29 (??/??/92)  449.043  (m)         1473.24   (f) ADJ UNCH    2 0
 NN0079
 NN0079.Superseded values are not recommended for survey control.
 NN0079
 NN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0079.See file dsdata.pdf to determine how the superseded data were derived.
 NN0079
 NN0079_MARKER: DD = SURVEY DISK
 NN0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0079_STAMPING: 96 JS 1946
 NN0079_MARK LOGO: USGS
 NN0079_PROJECTION: PROJECTING 12 CENTIMETERS
 NN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0079+STABILITY: SURFACE MOTION
 NN0079
 NN0079  HISTORY     - Date     Condition        Report By
 NN0079  HISTORY     - 1946     MONUMENTED       USGS
 NN0079  HISTORY     - 1949     GOOD             CGS
 NN0079
 NN0079                          STATION DESCRIPTION
 NN0079
 NN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0079'8.7 MI NW FROM RUNNING WATER.
 NN0079'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0079'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0079'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST ALONG
 NN0079'A GRAVEL ROAD (BENCH MARK 97 JS(USGS) IS AT THIS POINT), THENCE
 NN0079'1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE WEST ALONG A
 NN0079'GRAVEL ROAD, IN THE NORTHEAST QUARTER OF A ROAD CROSSING, 44.0
 NN0079'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 37.0 FEET
 NN0079'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 31.0 FEET SOUTHEAST
 NN0079'OF A CORNER FENCE POST, 5.7 FEET NORTHEAST OF A TELEPHONE POLE,
 NN0079'2.7 FEET SOUTHWEST OF A FENCE, 1.1 FEET WEST OF A REFERENCE POST,
 NN0079'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NN0079'GROUND.  NOTE-- THIS BENCH MARK IS 1.0 MILE NORTH OF BENCH MARK
 NN0079'W 337.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0081 ***********************************************************************
 NN0081  DESIGNATION -  97 JS
 NN0081  PID         -  NN0081
 NN0081  STATE/COUNTY-  SD/BON HOMME
 NN0081  COUNTRY     -  US
 NN0081  USGS QUAD   -  NIOBRARA (2017)
 NN0081
 NN0081                         *CURRENT SURVEY CONTROL
 NN0081  ______________________________________________________________________
 NN0081* NAD 83(1986) POSITION- 42 49 20.71   (N) 098 02 59.66   (W)   HD_HELD1
 NN0081* NAVD 88 ORTHO HEIGHT -   467.973 (meters)     1535.34  (feet) ADJUSTED
 NN0081  ______________________________________________________________________
 NN0081  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 NN0081  DYNAMIC HEIGHT  -        467.815 (meters)     1534.82  (feet) COMP
 NN0081  MODELED GRAVITY -    980,269.0   (mgal)                       NAVD 88
 NN0081
 NN0081  VERT ORDER      -  SECOND    CLASS 0
 NN0081
 NN0081.The horizontal coordinates were determined by differentially corrected
 NN0081.hand held GPS observations or other comparable positioning techniques
 NN0081.and have an estimated accuracy of +/- 3 meters.
 NN0081
 NN0081.The orthometric height was determined by differential leveling and
 NN0081.adjusted by the NATIONAL GEODETIC SURVEY
 NN0081.in June 1991.
 NN0081
 NN0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0081.GEOID18 height accuracy estimate available here.
 NN0081
 NN0081.Click photographs - Photos may exist for this station.
 NN0081
 NN0081.The dynamic height is computed by dividing the NAVD 88
 NN0081.geopotential number by the normal gravity value computed on the
 NN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0081.degrees latitude (g = 980.6199 gals.).
 NN0081
 NN0081.The modeled gravity was interpolated from observed gravity values.
 NN0081
 NN0081;                    North         East    Units  Estimated Accuracy
 NN0081;SPC SD S     -    56,900.6     786,705.2     MT  (+/- 3 meters HH1 GPS) 
 NN0081
 NN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7766341532(NAD 83)
 NN0081
 NN0081                          SUPERSEDED SURVEY CONTROL
 NN0081
 NN0081  NGVD 29 (??/??/92)  467.737  (m)         1534.57   (f) ADJ UNCH    2 0
 NN0081
 NN0081.Superseded values are not recommended for survey control.
 NN0081
 NN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0081.See file dsdata.pdf to determine how the superseded data were derived.
 NN0081
 NN0081_MARKER: DB = BENCH MARK DISK
 NN0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0081_STAMPING: 97 JS 1946
 NN0081_MARK LOGO: USGS
 NN0081_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0081+STABILITY: SURFACE MOTION
 NN0081
 NN0081  HISTORY     - Date     Condition        Report By
 NN0081  HISTORY     - 1946     MONUMENTED       USGS
 NN0081  HISTORY     - 1949     GOOD             CGS
 NN0081
 NN0081                          STATION DESCRIPTION
 NN0081
 NN0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0081'6.7 MI NW FROM RUNNING WATER.
 NN0081'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0081'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 NN0081'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST
 NN0081'ALONG A GRAVEL ROAD, AT A T-JUNCTION OF ROADS, 40.0 FEET EAST OF
 NN0081'THE CENTER LINE OF THE ROAD LEADING NORTH, 39.0 FEET NORTH OF THE
 NN0081'CENTER LINE OF THE EAST-WEST ROAD, 5.5 FEET NORTHEAST OF A
 NN0081'TELEPHONE POLE, 5.3 FEET NORTHEAST OF A CORNER FENCE POST, 3.8
 NN0081'FEET EAST OF A NORTH-SOUTH FENCE LINE, 3.7 FEET NORTH OF AN
 NN0081'EAST-WEST FENCE, 1.0 FOOT WEST OF A REFERENCE POST, SET IN THE TOP
 NN0081'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0083 ***********************************************************************
 NN0083  DESIGNATION -  98 JS
 NN0083  PID         -  NN0083
 NN0083  STATE/COUNTY-  SD/BON HOMME
 NN0083  COUNTRY     -  US
 NN0083  USGS QUAD   -  NIOBRARA (2017)
 NN0083
 NN0083                         *CURRENT SURVEY CONTROL
 NN0083  ______________________________________________________________________
 NN0083* NAD 83(1986) POSITION- 42 49 20.38   (N) 098 00 38.18   (W)   HD_HELD1
 NN0083* NAVD 88 ORTHO HEIGHT -   458.860 (meters)     1505.44  (feet) ADJUSTED
 NN0083  ______________________________________________________________________
 NN0083  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 NN0083  DYNAMIC HEIGHT  -        458.708 (meters)     1504.94  (feet) COMP
 NN0083  MODELED GRAVITY -    980,276.5   (mgal)                       NAVD 88
 NN0083
 NN0083  VERT ORDER      -  SECOND    CLASS 0
 NN0083
 NN0083.The horizontal coordinates were determined by differentially corrected
 NN0083.hand held GPS observations or other comparable positioning techniques
 NN0083.and have an estimated accuracy of +/- 3 meters.
 NN0083
 NN0083.The orthometric height was determined by differential leveling and
 NN0083.adjusted by the NATIONAL GEODETIC SURVEY
 NN0083.in June 1991.
 NN0083
 NN0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0083.GEOID18 height accuracy estimate available here.
 NN0083
 NN0083.Click photographs - Photos may exist for this station.
 NN0083
 NN0083.The dynamic height is computed by dividing the NAVD 88
 NN0083.geopotential number by the normal gravity value computed on the
 NN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0083.degrees latitude (g = 980.6199 gals.).
 NN0083
 NN0083.The modeled gravity was interpolated from observed gravity values.
 NN0083
 NN0083;                    North         East    Units  Estimated Accuracy
 NN0083;SPC SD S     -    56,979.5     789,918.0     MT  (+/- 3 meters HH1 GPS) 
 NN0083
 NN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8087641559(NAD 83)
 NN0083
 NN0083                          SUPERSEDED SURVEY CONTROL
 NN0083
 NN0083  NGVD 29 (??/??/92)  458.631  (m)         1504.69   (f) ADJ UNCH    2 0
 NN0083
 NN0083.Superseded values are not recommended for survey control.
 NN0083
 NN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0083.See file dsdata.pdf to determine how the superseded data were derived.
 NN0083
 NN0083_MARKER: DB = BENCH MARK DISK
 NN0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0083_STAMPING: 98 JS 1946
 NN0083_MARK LOGO: USGS
 NN0083_PROJECTION: FLUSH
 NN0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0083+STABILITY: SURFACE MOTION
 NN0083
 NN0083  HISTORY     - Date     Condition        Report By
 NN0083  HISTORY     - 1946     MONUMENTED       USGS
 NN0083  HISTORY     - 1949     GOOD             CGS
 NN0083
 NN0083                          STATION DESCRIPTION
 NN0083
 NN0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0083'4.7 MI NW FROM RUNNING WATER.
 NN0083'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0083'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0083'2.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE NORTHEAST QUARTER
 NN0083'OF A PUBLIC ROAD CROSSING, 154.0 FEET SOUTHWEST OF THE SOUTHWEST
 NN0083'CORNER OF A FARMHOUSE, 36.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0083'EAST-WEST ROAD, 46.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NN0083'ROAD, 13.3 FEET EAST OF A TELEPHONE POLE, 8.0 FEET SOUTHWEST OF
 NN0083'A 20-INCH COTTONWOOD TREE, 1.1 FEET WEST OF A REFERENCE POST, SET
 NN0083'IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0376 ***********************************************************************
 PR0376  DESIGNATION -  A 1
 PR0376  PID         -  PR0376
 PR0376  STATE/COUNTY-  SD/HAMLIN
 PR0376  COUNTRY     -  US
 PR0376  USGS QUAD   -  HAZEL (2017)
 PR0376
 PR0376                         *CURRENT SURVEY CONTROL
 PR0376  ______________________________________________________________________
 PR0376* NAD 83(1986) POSITION- 44 45 34.     (N) 097 22 49.     (W)   SCALED
 PR0376* NAVD 88 ORTHO HEIGHT -   538.639 (meters)     1767.18  (feet) ADJUSTED
 PR0376  ______________________________________________________________________
 PR0376  GEOID HEIGHT    -        -24.855 (meters)                     GEOID18
 PR0376  DYNAMIC HEIGHT  -        538.556 (meters)     1766.91  (feet) COMP
 PR0376  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 PR0376
 PR0376  VERT ORDER      -  FIRST     CLASS II
 PR0376
 PR0376.The horizontal coordinates were scaled from a map and have
 PR0376.an estimated accuracy of +/- 6 seconds.
 PR0376
 PR0376.The orthometric height was determined by differential leveling and
 PR0376.adjusted by the NATIONAL GEODETIC SURVEY
 PR0376.in June 1991.
 PR0376
 PR0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0376.GEOID18 height accuracy estimate available here.
 PR0376
 PR0376.Click photographs - Photos may exist for this station.
 PR0376
 PR0376.The dynamic height is computed by dividing the NAVD 88
 PR0376.geopotential number by the normal gravity value computed on the
 PR0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0376.degrees latitude (g = 980.6199 gals.).
 PR0376
 PR0376.The modeled gravity was interpolated from observed gravity values.
 PR0376
 PR0376;                    North         East    Units  Estimated Accuracy
 PR0376;SPC SD N     -   106,270.      807,370.      MT  (+/- 180 meters Scaled)
 PR0376
 PR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ281575(NAD 83)
 PR0376
 PR0376                          SUPERSEDED SURVEY CONTROL
 PR0376
 PR0376  NGVD 29 (??/??/92)  538.354  (m)         1766.25   (f) ADJ UNCH    1 2
 PR0376
 PR0376.Superseded values are not recommended for survey control.
 PR0376
 PR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0376.See file dsdata.pdf to determine how the superseded data were derived.
 PR0376
 PR0376_MARKER: H = DRILL HOLE
 PR0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0376_SP_SET: WATER TABLE
 PR0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0376
 PR0376  HISTORY     - Date     Condition        Report By
 PR0376  HISTORY     - 1905     MONUMENTED       CGS
 PR0376  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0376
 PR0376                          STATION DESCRIPTION
 PR0376
 PR0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0376'AT HAZEL.
 PR0376'AT HAZEL, HAMLIN COUNTY, AT THE NORTHWEST CORNER OF THE
 PR0376'INTERSECTION OF MAIN STREET AND THE NORTH-AND-SOUTH QUARTER
 PR0376'SECTION LINE THROUGH THE CENTER OF SECTION 24, T 115 N, R 55 W,
 PR0376'AT THE SOUTHWEST CORNER OF THE HAZEL GARAGE, 12 FEET WEST OF THE
 PR0376'CENTER OF THE DOORWAY, ON THE PINK SANDSTONE WATER TABLE, 3 INCHES
 PR0376'EAST OF THE WEST SIDE OF THE BUILDING, IN THE BEVEL ON THE FRONT
 PR0376'UPPER EDGE OF THE WATER TABLE, AT THE SOUTH EDGE OF THE SIDEWALK,
 PR0376'AND ABOUT 1 FOOT ABOVE THE SIDEWALK.  THE BOTTOM OF A SQUARE
 PR0376'HOLE, SURROUNDED BY THE LETTERS USBM.
 PR0376
 PR0376                          STATION RECOVERY (1973)
 PR0376
 PR0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0450 ***********************************************************************
 OS0450  DESIGNATION -  A 10
 OS0450  PID         -  OS0450
 OS0450  STATE/COUNTY-  SD/JACKSON
 OS0450  COUNTRY     -  US
 OS0450  USGS QUAD   -  KADOKA (2017)
 OS0450
 OS0450                         *CURRENT SURVEY CONTROL
 OS0450  ______________________________________________________________________
 OS0450* NAD 83(1986) POSITION- 43 47 35.     (N) 101 34 16.     (W)   SCALED
 OS0450* NAVD 88 ORTHO HEIGHT -   715.248 (meters)     2346.61  (feet) ADJUSTED
 OS0450  ______________________________________________________________________
 OS0450  GEOID HEIGHT    -        -21.366 (meters)                     GEOID18
 OS0450  DYNAMIC HEIGHT  -        715.018 (meters)     2345.85  (feet) COMP
 OS0450  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OS0450
 OS0450  VERT ORDER      -  FIRST     CLASS II
 OS0450
 OS0450.The horizontal coordinates were scaled from a map and have
 OS0450.an estimated accuracy of +/- 6 seconds.
 OS0450
 OS0450.The orthometric height was determined by differential leveling and
 OS0450.adjusted by the NATIONAL GEODETIC SURVEY
 OS0450.in June 1991.
 OS0450
 OS0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0450.GEOID18 height accuracy estimate available here.
 OS0450
 OS0450.Click photographs - Photos may exist for this station.
 OS0450
 OS0450.The dynamic height is computed by dividing the NAVD 88
 OS0450.geopotential number by the normal gravity value computed on the
 OS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0450.degrees latitude (g = 980.6199 gals.).
 OS0450
 OS0450.The modeled gravity was interpolated from observed gravity values.
 OS0450
 OS0450;                    North         East    Units  Estimated Accuracy
 OS0450;SPC SD S     -   162,910.      500,390.      MT  (+/- 180 meters Scaled)
 OS0450
 OS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP931521(NAD 83)
 OS0450
 OS0450                          SUPERSEDED SURVEY CONTROL
 OS0450
 OS0450  NGVD 29 (??/??/92)  714.793  (m)         2345.12   (f) ADJ UNCH    1 2
 OS0450
 OS0450.Superseded values are not recommended for survey control.
 OS0450
 OS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0450.See file dsdata.pdf to determine how the superseded data were derived.
 OS0450
 OS0450_MARKER: DB = BENCH MARK DISK
 OS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0450_STAMPING: A 10 1925 2345.117
 OS0450_MARK LOGO: CGS
 OS0450_PROJECTION: FLUSH
 OS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0450+STABILITY: SURFACE MOTION
 OS0450
 OS0450  HISTORY     - Date     Condition        Report By
 OS0450  HISTORY     - 1925     MONUMENTED       CGS
 OS0450  HISTORY     - 1962     GOOD             CGS
 OS0450
 OS0450                          STATION DESCRIPTION
 OS0450
 OS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0450'4.2 MI SW FROM KADOKA.
 OS0450'ABOUT 4.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0450'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 11,
 OS0450'T 3 S, R 21 E 0.3 MILE NORTHEAST OF A CUT IN A STRING OF HILLS,
 OS0450'ABOUT 0.45 MILE NORTHWEST OF SMALL GROVE OF TREES, 0.2 MILE WEST
 OS0450'OF LONE HILL, 15 FEET SOUTHWEST OF THE 4TH TELEPHONE NORTHEAST
 OS0450'OF MILE POST 566, 94 FEET NORTHWEST OF THE CENTER LINE OF A
 OS0450'GRADED DIRT ROAD, IN LINE WITH A ROW OF POLES, 38 1/2 FEET
 OS0450'SOUTHEAST OF THE SOUTHEAST RAIL, 1.0 FEET SOUTHWEST OF A METAL
 OS0450'WITNESS POST, ABOUT LEVEL WITH THE RAILS AND ROAD, AND SET IN
 OS0450'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0466 ***********************************************************************
 PU0466  DESIGNATION -  A 10 G
 PU0466  PID         -  PU0466
 PU0466  STATE/COUNTY-  SD/PENNINGTON
 PU0466  COUNTRY     -  US
 PU0466  USGS QUAD   -  CREIGHTON (2017)
 PU0466
 PU0466                         *CURRENT SURVEY CONTROL
 PU0466  ______________________________________________________________________
 PU0466* NAD 83(1986) POSITION- 44 20 33.     (N) 102 12 13.     (W)   SCALED
 PU0466* NAVD 88 ORTHO HEIGHT -   824.902 (meters)     2706.37  (feet) ADJUSTED
 PU0466  ______________________________________________________________________
 PU0466  GEOID HEIGHT    -        -19.391 (meters)                     GEOID18
 PU0466  DYNAMIC HEIGHT  -        824.679 (meters)     2705.63  (feet) COMP
 PU0466  MODELED GRAVITY -    980,319.5   (mgal)                       NAVD 88
 PU0466
 PU0466  VERT ORDER      -  SECOND    CLASS 0
 PU0466
 PU0466.The horizontal coordinates were scaled from a map and have
 PU0466.an estimated accuracy of +/- 6 seconds.
 PU0466
 PU0466.The orthometric height was determined by differential leveling and
 PU0466.adjusted by the NATIONAL GEODETIC SURVEY
 PU0466.in June 1991.
 PU0466
 PU0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0466.GEOID18 height accuracy estimate available here.
 PU0466
 PU0466.Click photographs - Photos may exist for this station.
 PU0466
 PU0466.The dynamic height is computed by dividing the NAVD 88
 PU0466.geopotential number by the normal gravity value computed on the
 PU0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0466.degrees latitude (g = 980.6199 gals.).
 PU0466
 PU0466.The modeled gravity was interpolated from observed gravity values.
 PU0466
 PU0466;                    North         East    Units  Estimated Accuracy
 PU0466;SPC SD S     -   224,890.      450,870.      MT  (+/- 180 meters Scaled)
 PU0466
 PU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK229137(NAD 83)
 PU0466
 PU0466                          SUPERSEDED SURVEY CONTROL
 PU0466
 PU0466  NGVD 29 (??/??/92)  824.44   (m)         2704.9    (f) COMPUTED    2 0
 PU0466
 PU0466.Superseded values are not recommended for survey control.
 PU0466
 PU0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0466.See file dsdata.pdf to determine how the superseded data were derived.
 PU0466
 PU0466_MARKER: DS = TRIANGULATION STATION DISK
 PU0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0466_STAMPING: A 10 G 1961
 PU0466_MARK LOGO: CGS
 PU0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0466+STABILITY: SURFACE MOTION
 PU0466
 PU0466  HISTORY     - Date     Condition        Report By
 PU0466  HISTORY     - 1961     MONUMENTED       CGS
 PU0466  HISTORY     - 1962     GOOD             CGS
 PU0466
 PU0466                          STATION DESCRIPTION
 PU0466
 PU0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0466'7.8 MI N FROM CREIGHTON.
 PU0466'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0466'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0466'GRAVELED ROAD, THENCE 4.6 MILES NORTH ALONG A GRAVELED ROAD TO
 PU0466'A CURVE IN THE ROAD AND A DIM TRAIL ROAD LEADING WEST, THENCE
 PU0466'0.2 MILE ACROSS COUNTRY TO THE CREST OF A SMALL HILL, 75.1 FEET
 PU0466'SOUTHWEST OF A 10 G NO 1, 59.4 FEET NORTHWEST OF A 10 G NO 2,
 PU0466'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0467 ***********************************************************************
 PU0467  DESIGNATION -  A 10 G RM 1
 PU0467  PID         -  PU0467
 PU0467  STATE/COUNTY-  SD/PENNINGTON
 PU0467  COUNTRY     -  US
 PU0467  USGS QUAD   -  CREIGHTON (2017)
 PU0467
 PU0467                         *CURRENT SURVEY CONTROL
 PU0467  ______________________________________________________________________
 PU0467* NAD 83(1986) POSITION- 44 20 33.     (N) 102 12 13.     (W)   SCALED
 PU0467* NAVD 88 ORTHO HEIGHT -   824.599 (meters)     2705.37  (feet) ADJUSTED
 PU0467  ______________________________________________________________________
 PU0467  GEOID HEIGHT    -        -19.391 (meters)                     GEOID18
 PU0467  DYNAMIC HEIGHT  -        824.375 (meters)     2704.64  (feet) COMP
 PU0467  MODELED GRAVITY -    980,319.5   (mgal)                       NAVD 88
 PU0467
 PU0467  VERT ORDER      -  SECOND    CLASS 0
 PU0467
 PU0467.The horizontal coordinates were scaled from a map and have
 PU0467.an estimated accuracy of +/- 6 seconds.
 PU0467
 PU0467.The orthometric height was determined by differential leveling and
 PU0467.adjusted by the NATIONAL GEODETIC SURVEY
 PU0467.in June 1991.
 PU0467
 PU0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0467.GEOID18 height accuracy estimate available here.
 PU0467
 PU0467.Click photographs - Photos may exist for this station.
 PU0467
 PU0467.The dynamic height is computed by dividing the NAVD 88
 PU0467.geopotential number by the normal gravity value computed on the
 PU0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0467.degrees latitude (g = 980.6199 gals.).
 PU0467
 PU0467.The modeled gravity was interpolated from observed gravity values.
 PU0467
 PU0467;                    North         East    Units  Estimated Accuracy
 PU0467;SPC SD S     -   224,890.      450,870.      MT  (+/- 180 meters Scaled)
 PU0467
 PU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK229137(NAD 83)
 PU0467
 PU0467                          SUPERSEDED SURVEY CONTROL
 PU0467
 PU0467  NGVD 29 (??/??/92)  824.14   (m)         2703.9    (f) COMPUTED    2 0
 PU0467
 PU0467.Superseded values are not recommended for survey control.
 PU0467
 PU0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0467.See file dsdata.pdf to determine how the superseded data were derived.
 PU0467
 PU0467_MARKER: DR = REFERENCE MARK DISK
 PU0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0467_STAMPING: A 10 G NO 1 1961
 PU0467_MARK LOGO: CGS
 PU0467_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0467+STABILITY: SURFACE MOTION
 PU0467
 PU0467  HISTORY     - Date     Condition        Report By
 PU0467  HISTORY     - 1961     MONUMENTED       CGS
 PU0467  HISTORY     - 1962     GOOD             CGS
 PU0467
 PU0467                          STATION DESCRIPTION
 PU0467
 PU0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0467'7.8 MI N FROM CREIGHTON.
 PU0467'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0467'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0467'GRAVELED ROAD, THENCE 4.6 MILES NORTH ALONG A GRAVELED ROAD TO A
 PU0467'CURVE IN THE ROAD AND A DIM TRAIL ROAD LEADING WEST, THENCE 0.2
 PU0467'MILE WEST-NORTHWEST ACROSS COUNTRY TO THE CREST OF A SMALL HILL,
 PU0467'75.1 FEET NORTHEAST OF A 10 G 1961, AND SET IN THE TOP OF A
 PU0467'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0465 ***********************************************************************
 PU0465  DESIGNATION -  A 10 G RM 2
 PU0465  PID         -  PU0465
 PU0465  STATE/COUNTY-  SD/PENNINGTON
 PU0465  COUNTRY     -  US
 PU0465  USGS QUAD   -  CREIGHTON (2017)
 PU0465
 PU0465                         *CURRENT SURVEY CONTROL
 PU0465  ______________________________________________________________________
 PU0465* NAD 83(1986) POSITION- 44 20 33.     (N) 102 12 13.     (W)   SCALED
 PU0465* NAVD 88 ORTHO HEIGHT -   824.384 (meters)     2704.67  (feet) ADJUSTED
 PU0465  ______________________________________________________________________
 PU0465  GEOID HEIGHT    -        -19.391 (meters)                     GEOID18
 PU0465  DYNAMIC HEIGHT  -        824.161 (meters)     2703.93  (feet) COMP
 PU0465  MODELED GRAVITY -    980,319.5   (mgal)                       NAVD 88
 PU0465
 PU0465  VERT ORDER      -  SECOND    CLASS 0
 PU0465
 PU0465.The horizontal coordinates were scaled from a map and have
 PU0465.an estimated accuracy of +/- 6 seconds.
 PU0465
 PU0465.The orthometric height was determined by differential leveling and
 PU0465.adjusted by the NATIONAL GEODETIC SURVEY
 PU0465.in June 1991.
 PU0465
 PU0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0465.GEOID18 height accuracy estimate available here.
 PU0465
 PU0465.Click photographs - Photos may exist for this station.
 PU0465
 PU0465.The dynamic height is computed by dividing the NAVD 88
 PU0465.geopotential number by the normal gravity value computed on the
 PU0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0465.degrees latitude (g = 980.6199 gals.).
 PU0465
 PU0465.The modeled gravity was interpolated from observed gravity values.
 PU0465
 PU0465;                    North         East    Units  Estimated Accuracy
 PU0465;SPC SD S     -   224,890.      450,870.      MT  (+/- 180 meters Scaled)
 PU0465
 PU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK229137(NAD 83)
 PU0465
 PU0465                          SUPERSEDED SURVEY CONTROL
 PU0465
 PU0465  NGVD 29 (??/??/92)  823.92   (m)         2703.1    (f) COMPUTED    2 0
 PU0465
 PU0465.Superseded values are not recommended for survey control.
 PU0465
 PU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0465.See file dsdata.pdf to determine how the superseded data were derived.
 PU0465
 PU0465_MARKER: DR = REFERENCE MARK DISK
 PU0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0465_STAMPING: A 10 G NO 2 1961
 PU0465_MARK LOGO: CGS
 PU0465_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0465+STABILITY: SURFACE MOTION
 PU0465
 PU0465  HISTORY     - Date     Condition        Report By
 PU0465  HISTORY     - 1961     MONUMENTED       CGS
 PU0465  HISTORY     - 1962     GOOD             CGS
 PU0465
 PU0465                          STATION DESCRIPTION
 PU0465
 PU0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0465'7.8 MI N FROM CREIGHTON.
 PU0465'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0465'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0465'GRAVELED ROAD, THENCE 4.6 MILES NORTH ALONG A GRAVELED ROAD TO A
 PU0465'CURVE IN THE ROAD AND A DIM TRAIL ROAD LEADING WEST, THENCE 0.2
 PU0465'MILE WEST-NORTHWEST TO THE CREST OF A SMALL HILL, 59.4 FEET
 PU0465'SOUTHEAST OF A 10 G 1961, AND SET IN THE TOP OF A CONCRETE POST
 PU0465'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0462 ***********************************************************************
 PU0462  DESIGNATION -  A 10 H
 PU0462  PID         -  PU0462
 PU0462  STATE/COUNTY-  SD/PENNINGTON
 PU0462  COUNTRY     -  US
 PU0462  USGS QUAD   -  CREIGHTON (2017)
 PU0462
 PU0462                         *CURRENT SURVEY CONTROL
 PU0462  ______________________________________________________________________
 PU0462* NAD 83(1986) POSITION- 44 20 02.     (N) 102 12 09.     (W)   SCALED
 PU0462* NAVD 88 ORTHO HEIGHT -   813.490 (meters)     2668.93  (feet) ADJUSTED
 PU0462  ______________________________________________________________________
 PU0462  GEOID HEIGHT    -        -19.388 (meters)                     GEOID18
 PU0462  DYNAMIC HEIGHT  -        813.267 (meters)     2668.19  (feet) COMP
 PU0462  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 PU0462
 PU0462  VERT ORDER      -  SECOND    CLASS 0
 PU0462
 PU0462.The horizontal coordinates were scaled from a map and have
 PU0462.an estimated accuracy of +/- 6 seconds.
 PU0462
 PU0462.The orthometric height was determined by differential leveling and
 PU0462.adjusted by the NATIONAL GEODETIC SURVEY
 PU0462.in June 1991.
 PU0462
 PU0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0462.GEOID18 height accuracy estimate available here.
 PU0462
 PU0462.Click photographs - Photos may exist for this station.
 PU0462
 PU0462.The dynamic height is computed by dividing the NAVD 88
 PU0462.geopotential number by the normal gravity value computed on the
 PU0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0462.degrees latitude (g = 980.6199 gals.).
 PU0462
 PU0462.The modeled gravity was interpolated from observed gravity values.
 PU0462
 PU0462;                    North         East    Units  Estimated Accuracy
 PU0462;SPC SD S     -   223,930.      450,940.      MT  (+/- 180 meters Scaled)
 PU0462
 PU0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK230127(NAD 83)
 PU0462
 PU0462                          SUPERSEDED SURVEY CONTROL
 PU0462
 PU0462  NGVD 29 (??/??/92)  813.03   (m)         2667.4    (f) COMPUTED    2 0
 PU0462
 PU0462.Superseded values are not recommended for survey control.
 PU0462
 PU0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0462.See file dsdata.pdf to determine how the superseded data were derived.
 PU0462
 PU0462_MARKER: DS = TRIANGULATION STATION DISK
 PU0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0462_STAMPING: A 10 H 1962
 PU0462_MARK LOGO: CGS
 PU0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0462+STABILITY: SURFACE MOTION
 PU0462
 PU0462  HISTORY     - Date     Condition        Report By
 PU0462  HISTORY     - 1962     MONUMENTED       CGS
 PU0462
 PU0462                          STATION DESCRIPTION
 PU0462
 PU0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0462'7 MI N FROM CREIGHTON.
 PU0462'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0462'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0462'GRAVELED ROAD, THENCE 3.75 MILE NORTH ALONG A GRAVELED ROAD,
 PU0462'THENCE 0.25 MILE WEST TO THE CREST OF A SMALL HILL, 0.15 MILE
 PU0462'SOUTH OF AN EAST-WEST ROW OF POWER POLES, 75.3 FEET SOUTH OF A
 PU0462'10 H R.M. 1, 44.3 FEET WEST OF A 10 H R.M. 2, AND SET IN THE TOP
 PU0462'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0464 ***********************************************************************
 PU0464  DESIGNATION -  A 10 H AZ MK
 PU0464  PID         -  PU0464
 PU0464  STATE/COUNTY-  SD/PENNINGTON
 PU0464  COUNTRY     -  US
 PU0464  USGS QUAD   -  CREIGHTON (2017)
 PU0464
 PU0464                         *CURRENT SURVEY CONTROL
 PU0464  ______________________________________________________________________
 PU0464* NAD 83(1986) POSITION- 44 20 17.     (N) 102 11 53.     (W)   SCALED
 PU0464* NAVD 88 ORTHO HEIGHT -   788.748 (meters)     2587.75  (feet) ADJUSTED
 PU0464  ______________________________________________________________________
 PU0464  GEOID HEIGHT    -        -19.403 (meters)                     GEOID18
 PU0464  DYNAMIC HEIGHT  -        788.533 (meters)     2587.05  (feet) COMP
 PU0464  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 PU0464
 PU0464  VERT ORDER      -  SECOND    CLASS 0
 PU0464
 PU0464.The horizontal coordinates were scaled from a map and have
 PU0464.an estimated accuracy of +/- 6 seconds.
 PU0464
 PU0464.The orthometric height was determined by differential leveling and
 PU0464.adjusted by the NATIONAL GEODETIC SURVEY
 PU0464.in June 1991.
 PU0464
 PU0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0464.GEOID18 height accuracy estimate available here.
 PU0464
 PU0464.Click photographs - Photos may exist for this station.
 PU0464
 PU0464.The dynamic height is computed by dividing the NAVD 88
 PU0464.geopotential number by the normal gravity value computed on the
 PU0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0464.degrees latitude (g = 980.6199 gals.).
 PU0464
 PU0464.The modeled gravity was interpolated from observed gravity values.
 PU0464
 PU0464;                    North         East    Units  Estimated Accuracy
 PU0464;SPC SD S     -   224,390.      451,300.      MT  (+/- 180 meters Scaled)
 PU0464
 PU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK233132(NAD 83)
 PU0464
 PU0464                          SUPERSEDED SURVEY CONTROL
 PU0464
 PU0464  NGVD 29 (??/??/92)  788.29   (m)         2586.2    (f) COMPUTED    2 0
 PU0464
 PU0464.Superseded values are not recommended for survey control.
 PU0464
 PU0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0464.See file dsdata.pdf to determine how the superseded data were derived.
 PU0464
 PU0464_MARKER: DZ = AZIMUTH MARK DISK
 PU0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0464_STAMPING: A 10 H 1961
 PU0464_MARK LOGO: CGS
 PU0464_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0464+STABILITY: SURFACE MOTION
 PU0464
 PU0464  HISTORY     - Date     Condition        Report By
 PU0464  HISTORY     - 1961     MONUMENTED       CGS
 PU0464  HISTORY     - 1962     GOOD             CGS
 PU0464
 PU0464                          STATION DESCRIPTION
 PU0464
 PU0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0464'7 MI N FROM CREIGHTON.
 PU0464'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0464'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0464'GRAVELED ROAD, THENCE 4.05 MILES NORTH ALONG A GRAVELED ROAD, 0.3
 PU0464'MILE NORTH OF A SHARP CURVE IN THE ROAD, 0.25 MILE SOUTH OF A
 PU0464'SLIGHT CURVE IN THE ROAD, 0.2 MILE NORTH-NORTHWEST OF A LONE
 PU0464'TREE, 36.8 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 PU0464'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU0464'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0461 ***********************************************************************
 PU0461  DESIGNATION -  A 10 H RM 1
 PU0461  PID         -  PU0461
 PU0461  STATE/COUNTY-  SD/PENNINGTON
 PU0461  COUNTRY     -  US
 PU0461  USGS QUAD   -  CREIGHTON (2017)
 PU0461
 PU0461                         *CURRENT SURVEY CONTROL
 PU0461  ______________________________________________________________________
 PU0461* NAD 83(1986) POSITION- 44 20 02.     (N) 102 12 08.     (W)   SCALED
 PU0461* NAVD 88 ORTHO HEIGHT -   812.484 (meters)     2665.62  (feet) ADJUSTED
 PU0461  ______________________________________________________________________
 PU0461  GEOID HEIGHT    -        -19.388 (meters)                     GEOID18
 PU0461  DYNAMIC HEIGHT  -        812.262 (meters)     2664.90  (feet) COMP
 PU0461  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 PU0461
 PU0461  VERT ORDER      -  SECOND    CLASS 0
 PU0461
 PU0461.The horizontal coordinates were scaled from a map and have
 PU0461.an estimated accuracy of +/- 6 seconds.
 PU0461
 PU0461.The orthometric height was determined by differential leveling and
 PU0461.adjusted by the NATIONAL GEODETIC SURVEY
 PU0461.in June 1991.
 PU0461
 PU0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0461.GEOID18 height accuracy estimate available here.
 PU0461
 PU0461.Click photographs - Photos may exist for this station.
 PU0461
 PU0461.The dynamic height is computed by dividing the NAVD 88
 PU0461.geopotential number by the normal gravity value computed on the
 PU0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0461.degrees latitude (g = 980.6199 gals.).
 PU0461
 PU0461.The modeled gravity was interpolated from observed gravity values.
 PU0461
 PU0461;                    North         East    Units  Estimated Accuracy
 PU0461;SPC SD S     -   223,930.      450,960.      MT  (+/- 180 meters Scaled)
 PU0461
 PU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK230127(NAD 83)
 PU0461
 PU0461                          SUPERSEDED SURVEY CONTROL
 PU0461
 PU0461  NGVD 29 (??/??/92)  812.02   (m)         2664.1    (f) COMPUTED    2 0
 PU0461
 PU0461.Superseded values are not recommended for survey control.
 PU0461
 PU0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0461.See file dsdata.pdf to determine how the superseded data were derived.
 PU0461
 PU0461_MARKER: DR = REFERENCE MARK DISK
 PU0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0461_STAMPING: A 10 H NO 1 1961
 PU0461_MARK LOGO: CGS
 PU0461_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0461+STABILITY: SURFACE MOTION
 PU0461
 PU0461  HISTORY     - Date     Condition        Report By
 PU0461  HISTORY     - 1961     MONUMENTED       CGS
 PU0461  HISTORY     - 1962     GOOD             CGS
 PU0461
 PU0461                          STATION DESCRIPTION
 PU0461
 PU0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0461'7 MI N FROM CREIGHTON.
 PU0461'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0461'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0461'GRAVELED ROAD, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PU0461'0.25 MILE WEST TO THE CREST OF A SMALL HILL, 0.15 MILE WEST OF AN
 PU0461'EAST-WEST ROW OF POWER POLES, 75.3 FEET NORTH OF A 10 H 1961, AND
 PU0461'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0463 ***********************************************************************
 PU0463  DESIGNATION -  A 10 H RM 2
 PU0463  PID         -  PU0463
 PU0463  STATE/COUNTY-  SD/PENNINGTON
 PU0463  COUNTRY     -  US
 PU0463  USGS QUAD   -  CREIGHTON (2017)
 PU0463
 PU0463                         *CURRENT SURVEY CONTROL
 PU0463  ______________________________________________________________________
 PU0463* NAD 83(1986) POSITION- 44 20 02.     (N) 102 12 09.     (W)   SCALED
 PU0463* NAVD 88 ORTHO HEIGHT -   812.810 (meters)     2666.69  (feet) ADJUSTED
 PU0463  ______________________________________________________________________
 PU0463  GEOID HEIGHT    -        -19.388 (meters)                     GEOID18
 PU0463  DYNAMIC HEIGHT  -        812.587 (meters)     2665.96  (feet) COMP
 PU0463  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 PU0463
 PU0463  VERT ORDER      -  SECOND    CLASS 0
 PU0463
 PU0463.The horizontal coordinates were scaled from a map and have
 PU0463.an estimated accuracy of +/- 6 seconds.
 PU0463
 PU0463.The orthometric height was determined by differential leveling and
 PU0463.adjusted by the NATIONAL GEODETIC SURVEY
 PU0463.in June 1991.
 PU0463
 PU0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0463.GEOID18 height accuracy estimate available here.
 PU0463
 PU0463.Click photographs - Photos may exist for this station.
 PU0463
 PU0463.The dynamic height is computed by dividing the NAVD 88
 PU0463.geopotential number by the normal gravity value computed on the
 PU0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0463.degrees latitude (g = 980.6199 gals.).
 PU0463
 PU0463.The modeled gravity was interpolated from observed gravity values.
 PU0463
 PU0463;                    North         East    Units  Estimated Accuracy
 PU0463;SPC SD S     -   223,930.      450,940.      MT  (+/- 180 meters Scaled)
 PU0463
 PU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK230127(NAD 83)
 PU0463
 PU0463                          SUPERSEDED SURVEY CONTROL
 PU0463
 PU0463  NGVD 29 (??/??/92)  812.35   (m)         2665.2    (f) COMPUTED    2 0
 PU0463
 PU0463.Superseded values are not recommended for survey control.
 PU0463
 PU0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0463.See file dsdata.pdf to determine how the superseded data were derived.
 PU0463
 PU0463_MARKER: DR = REFERENCE MARK DISK
 PU0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0463_STAMPING: A 10 H NO 2 1961
 PU0463_MARK LOGO: CGS
 PU0463_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0463+STABILITY: SURFACE MOTION
 PU0463
 PU0463  HISTORY     - Date     Condition        Report By
 PU0463  HISTORY     - 1961     MONUMENTED       CGS
 PU0463  HISTORY     - 1962     GOOD             CGS
 PU0463
 PU0463                          STATION DESCRIPTION
 PU0463
 PU0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0463'7 MI N FROM CREIGHTON.
 PU0463'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0463'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0463'GRAVELED ROAD, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD,
 PU0463'THENCE 0.25 MILE WEST TO THE CREST OF A SMALL HILL, 0.15 MILE
 PU0463'SOUTH OF AN EAST-WEST ROW OF POWER POLES, 44.3 FEET EAST OF A 10
 PU0463'H 1961, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0267 ***********************************************************************
 OT0267  DESIGNATION -  A 11
 OT0267  PID         -  OT0267
 OT0267  STATE/COUNTY-  SD/PENNINGTON
 OT0267  COUNTRY     -  US
 OT0267  USGS QUAD   -  CAPUTA (2017)
 OT0267
 OT0267                         *CURRENT SURVEY CONTROL
 OT0267  ______________________________________________________________________
 OT0267* NAD 83(1986) POSITION- 43 58 43.     (N) 102 56 22.     (W)   SCALED
 OT0267* NAVD 88 ORTHO HEIGHT -   875.373 (meters)     2871.95  (feet) ADJUSTED
 OT0267  ______________________________________________________________________
 OT0267  GEOID HEIGHT    -        -17.129 (meters)                     GEOID18
 OT0267  DYNAMIC HEIGHT  -        875.087 (meters)     2871.01  (feet) COMP
 OT0267  MODELED GRAVITY -    980,262.1   (mgal)                       NAVD 88
 OT0267
 OT0267  VERT ORDER      -  FIRST     CLASS II
 OT0267
 OT0267.The horizontal coordinates were scaled from a map and have
 OT0267.an estimated accuracy of +/- 6 seconds.
 OT0267
 OT0267.The orthometric height was determined by differential leveling and
 OT0267.adjusted by the NATIONAL GEODETIC SURVEY
 OT0267.in June 1991.
 OT0267
 OT0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0267.GEOID18 height accuracy estimate available here.
 OT0267
 OT0267.Click photographs - Photos may exist for this station.
 OT0267
 OT0267.The dynamic height is computed by dividing the NAVD 88
 OT0267.geopotential number by the normal gravity value computed on the
 OT0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0267.degrees latitude (g = 980.6199 gals.).
 OT0267
 OT0267.The modeled gravity was interpolated from observed gravity values.
 OT0267
 OT0267;                    North         East    Units  Estimated Accuracy
 OT0267;SPC SD S     -   186,060.      390,950.      MT  (+/- 180 meters Scaled)
 OT0267
 OT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ652715(NAD 83)
 OT0267
 OT0267                          SUPERSEDED SURVEY CONTROL
 OT0267
 OT0267  NGVD 29 (??/??/92)  874.912  (m)         2870.44   (f) ADJ UNCH    1 2
 OT0267
 OT0267.Superseded values are not recommended for survey control.
 OT0267
 OT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0267.See file dsdata.pdf to determine how the superseded data were derived.
 OT0267
 OT0267_MARKER: DB = BENCH MARK DISK
 OT0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0267_STAMPING: A 11 1925 2870.440
 OT0267_MARK LOGO: CGS
 OT0267_PROJECTION: FLUSH
 OT0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0267+STABILITY: SURFACE MOTION
 OT0267
 OT0267  HISTORY     - Date     Condition        Report By
 OT0267  HISTORY     - 1925     MONUMENTED       CGS
 OT0267  HISTORY     - 1962     GOOD             CGS
 OT0267  HISTORY     - 1985     GOOD             NGS
 OT0267  HISTORY     - 20120426 POOR             INDIV
 OT0267
 OT0267                          STATION DESCRIPTION
 OT0267
 OT0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0267'16.4 MI SE FROM RAPID CITY.
 OT0267'ABOUT 16.45 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0267'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0267'RAILWAY STATION AT RAPID CITY, IN SECTION 8, T 1 S, R 10 E,
 OT0267'25 FEET WEST OF MILE POST 644, 69 FEET SOUTHWEST OF THE CENTER
 OT0267'OF A ROAD CROSSING, 38 1/2 FEET SOUTH OF SOUTH RAIL 71 FEET
 OT0267'WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 9 FEET NORTH
 OT0267'OF A FENCE, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OT0267'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OT0267'AND FLUSH WITH THE GROUND.
 OT0267
 OT0267                          STATION RECOVERY (1985)
 OT0267
 OT0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0267'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 OT0267'MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID CITY,
 OT0267'THENCE 24.55 KM (15.35 MI) SOUTHEAST ALONG STATE HIGHWAY 44, IN THE
 OT0267'SOUTHWEST CORNER OF THE INTERSECTION OF COUNTY ROAD T 269 AND THE
 OT0267'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 45.9 METERS (150.5
 OT0267'FT) SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY CENTERLINE, 21.6
 OT0267'METERS (71 FT) WEST OF THE CENTER OF THE ROAD, 11.7 METERS (38.5 FT)
 OT0267'SOUTHWEST OF THE SOUTHWEST RAIL AND 2.7 METERS (9 FT) NORTHEAST OF THE
 OT0267'RAILROAD RIGHT-OF-WAY FENCE.
 OT0267'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 OT0267'THE MARK IS 0.3 M BELOW THE ROAD.
 OT0267
 OT0267                          STATION RECOVERY (2012)
 OT0267
 OT0267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OT0267'CONCRETE CHIPPED POSSIBLE MOWER DAMAGE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0485 ***********************************************************************
 PU0485  DESIGNATION -  A 11 E
 PU0485  PID         -  PU0485
 PU0485  STATE/COUNTY-  SD/PENNINGTON
 PU0485  COUNTRY     -  US
 PU0485  USGS QUAD   -  PEDRO NW (2017)
 PU0485
 PU0485                         *CURRENT SURVEY CONTROL
 PU0485  ______________________________________________________________________
 PU0485* NAD 83(1986) POSITION- 44 23 52.     (N) 102 07 58.     (W)   SCALED
 PU0485* NAVD 88 ORTHO HEIGHT -   661.599 (meters)     2170.60  (feet) ADJUSTED
 PU0485  ______________________________________________________________________
 PU0485  GEOID HEIGHT    -        -19.630 (meters)                     GEOID18
 PU0485  DYNAMIC HEIGHT  -        661.442 (meters)     2170.08  (feet) COMP
 PU0485  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 PU0485
 PU0485  VERT ORDER      -  SECOND    CLASS 0
 PU0485
 PU0485.The horizontal coordinates were scaled from a map and have
 PU0485.an estimated accuracy of +/- 6 seconds.
 PU0485
 PU0485.The orthometric height was determined by differential leveling and
 PU0485.adjusted by the NATIONAL GEODETIC SURVEY
 PU0485.in June 1991.
 PU0485
 PU0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0485.GEOID18 height accuracy estimate available here.
 PU0485
 PU0485.Click photographs - Photos may exist for this station.
 PU0485
 PU0485.The dynamic height is computed by dividing the NAVD 88
 PU0485.geopotential number by the normal gravity value computed on the
 PU0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0485.degrees latitude (g = 980.6199 gals.).
 PU0485
 PU0485.The modeled gravity was interpolated from observed gravity values.
 PU0485
 PU0485;                    North         East    Units  Estimated Accuracy
 PU0485;SPC SD S     -   230,910.      456,650.      MT  (+/- 180 meters Scaled)
 PU0485
 PU0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK283200(NAD 83)
 PU0485
 PU0485                          SUPERSEDED SURVEY CONTROL
 PU0485
 PU0485  NGVD 29 (??/??/92)  661.16   (m)         2169.2    (f) COMPUTED    2 0
 PU0485
 PU0485.Superseded values are not recommended for survey control.
 PU0485
 PU0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0485.See file dsdata.pdf to determine how the superseded data were derived.
 PU0485
 PU0485_MARKER: DS = TRIANGULATION STATION DISK
 PU0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0485_STAMPING: A 11 E 1961
 PU0485_MARK LOGO: CGS
 PU0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0485+STABILITY: SURFACE MOTION
 PU0485
 PU0485  HISTORY     - Date     Condition        Report By
 PU0485  HISTORY     - 1961     MONUMENTED       CGS
 PU0485  HISTORY     - 1962     GOOD             CGS
 PU0485
 PU0485                          STATION DESCRIPTION
 PU0485
 PU0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0485'2.3 MI SW FROM PEDRO.
 PU0485'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0485'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0485'ROAD THENCE 0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 PU0485'0.2 MILE NORTHWEST TO THE CREST OF A SMALL HILL, 59.6 FEET
 PU0485'SOUTHEAST OF A 11 E R.M. 2, 36.5 FEET SOUTHWEST OF A 11 E R.M. 1,
 PU0485'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0483 ***********************************************************************
 PU0483  DESIGNATION -  A 11 E AZ MK
 PU0483  PID         -  PU0483
 PU0483  STATE/COUNTY-  SD/PENNINGTON
 PU0483  COUNTRY     -  US
 PU0483  USGS QUAD   -  PEDRO NW (2017)
 PU0483
 PU0483                         *CURRENT SURVEY CONTROL
 PU0483  ______________________________________________________________________
 PU0483* NAD 83(1986) POSITION- 44 23 43.     (N) 102 07 50.     (W)   SCALED
 PU0483* NAVD 88 ORTHO HEIGHT -   640.630 (meters)     2101.80  (feet) ADJUSTED
 PU0483  ______________________________________________________________________
 PU0483  GEOID HEIGHT    -        -19.635 (meters)                     GEOID18
 PU0483  DYNAMIC HEIGHT  -        640.478 (meters)     2101.30  (feet) COMP
 PU0483  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 PU0483
 PU0483  VERT ORDER      -  SECOND    CLASS 0
 PU0483
 PU0483.The horizontal coordinates were scaled from a map and have
 PU0483.an estimated accuracy of +/- 6 seconds.
 PU0483
 PU0483.The orthometric height was determined by differential leveling and
 PU0483.adjusted by the NATIONAL GEODETIC SURVEY
 PU0483.in June 1991.
 PU0483
 PU0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0483.GEOID18 height accuracy estimate available here.
 PU0483
 PU0483.Click photographs - Photos may exist for this station.
 PU0483
 PU0483.The dynamic height is computed by dividing the NAVD 88
 PU0483.geopotential number by the normal gravity value computed on the
 PU0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0483.degrees latitude (g = 980.6199 gals.).
 PU0483
 PU0483.The modeled gravity was interpolated from observed gravity values.
 PU0483
 PU0483;                    North         East    Units  Estimated Accuracy
 PU0483;SPC SD S     -   230,620.      456,820.      MT  (+/- 180 meters Scaled)
 PU0483
 PU0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK285197(NAD 83)
 PU0483
 PU0483                          SUPERSEDED SURVEY CONTROL
 PU0483
 PU0483  NGVD 29 (??/??/92)  640.19   (m)         2100.4    (f) COMPUTED    2 0
 PU0483
 PU0483.Superseded values are not recommended for survey control.
 PU0483
 PU0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0483.See file dsdata.pdf to determine how the superseded data were derived.
 PU0483
 PU0483_MARKER: DZ = AZIMUTH MARK DISK
 PU0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0483_STAMPING: A 11 E 1961
 PU0483_MARK LOGO: CGS
 PU0483_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0483+STABILITY: SURFACE MOTION
 PU0483
 PU0483  HISTORY     - Date     Condition        Report By
 PU0483  HISTORY     - 1961     MONUMENTED       CGS
 PU0483  HISTORY     - 1962     GOOD             CGS
 PU0483
 PU0483                          STATION DESCRIPTION
 PU0483
 PU0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0483'2.3 MI SW FROM PEDRO.
 PU0483'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0483'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0483'ROAD JUNCTION, THENCE 0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD
 PU0483'TO THE CREST OF A SMALL HILL, ON THE OUTSIDE OF A CURVE IN THE
 PU0483'ROAD, 249 FEET WEST OF THE CENTER LINE OF THE ROAD, 74.6 FEET
 PU0483'NORTHWEST OF A POWER POLE, 5.7 FEET NORTHWEST OF A TELEPHONE
 PU0483'POLE BEARING A WITNESS SHIELD, AND SET IN THE TOP OF A CONCRETE
 PU0483'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0486 ***********************************************************************
 PU0486  DESIGNATION -  A 11 E RM 1
 PU0486  PID         -  PU0486
 PU0486  STATE/COUNTY-  SD/PENNINGTON
 PU0486  COUNTRY     -  US
 PU0486  USGS QUAD   -  PEDRO NW (2017)
 PU0486
 PU0486                         *CURRENT SURVEY CONTROL
 PU0486  ______________________________________________________________________
 PU0486* NAD 83(1986) POSITION- 44 23 52.     (N) 102 07 58.     (W)   SCALED
 PU0486* NAVD 88 ORTHO HEIGHT -   661.226 (meters)     2169.37  (feet) ADJUSTED
 PU0486  ______________________________________________________________________
 PU0486  GEOID HEIGHT    -        -19.630 (meters)                     GEOID18
 PU0486  DYNAMIC HEIGHT  -        661.069 (meters)     2168.86  (feet) COMP
 PU0486  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 PU0486
 PU0486  VERT ORDER      -  SECOND    CLASS 0
 PU0486
 PU0486.The horizontal coordinates were scaled from a map and have
 PU0486.an estimated accuracy of +/- 6 seconds.
 PU0486
 PU0486.The orthometric height was determined by differential leveling and
 PU0486.adjusted by the NATIONAL GEODETIC SURVEY
 PU0486.in June 1991.
 PU0486
 PU0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0486.GEOID18 height accuracy estimate available here.
 PU0486
 PU0486.Click photographs - Photos may exist for this station.
 PU0486
 PU0486.The dynamic height is computed by dividing the NAVD 88
 PU0486.geopotential number by the normal gravity value computed on the
 PU0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0486.degrees latitude (g = 980.6199 gals.).
 PU0486
 PU0486.The modeled gravity was interpolated from observed gravity values.
 PU0486
 PU0486;                    North         East    Units  Estimated Accuracy
 PU0486;SPC SD S     -   230,910.      456,650.      MT  (+/- 180 meters Scaled)
 PU0486
 PU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK283200(NAD 83)
 PU0486
 PU0486                          SUPERSEDED SURVEY CONTROL
 PU0486
 PU0486  NGVD 29 (??/??/92)  660.78   (m)         2167.9    (f) COMPUTED    2 0
 PU0486
 PU0486.Superseded values are not recommended for survey control.
 PU0486
 PU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0486.See file dsdata.pdf to determine how the superseded data were derived.
 PU0486
 PU0486_MARKER: DR = REFERENCE MARK DISK
 PU0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0486_STAMPING: A 11 E NO 1 1961
 PU0486_MARK LOGO: CGS
 PU0486_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0486+STABILITY: SURFACE MOTION
 PU0486
 PU0486  HISTORY     - Date     Condition        Report By
 PU0486  HISTORY     - 1961     MONUMENTED       CGS
 PU0486  HISTORY     - 1962     GOOD             CGS
 PU0486
 PU0486                          STATION DESCRIPTION
 PU0486
 PU0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0486'2.3 MI SW FROM PEDRO.
 PU0486'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0486'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0486'JUNCTION, THENCE 0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 PU0486'THENCE 0.2 MILE NORTHWEST TO THE CREST OF A SMALL HILL, 36.5
 PU0486'FEET NORTHEAST OF A 11 E 1961, AND SET IN THE TOP OF A CONCRETE
 PU0486'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0484 ***********************************************************************
 PU0484  DESIGNATION -  A 11 E RM 2
 PU0484  PID         -  PU0484
 PU0484  STATE/COUNTY-  SD/PENNINGTON
 PU0484  COUNTRY     -  US
 PU0484  USGS QUAD   -  PEDRO NW (2017)
 PU0484
 PU0484                         *CURRENT SURVEY CONTROL
 PU0484  ______________________________________________________________________
 PU0484* NAD 83(1986) POSITION- 44 23 52.     (N) 102 07 58.     (W)   SCALED
 PU0484* NAVD 88 ORTHO HEIGHT -   660.683 (meters)     2167.59  (feet) ADJUSTED
 PU0484  ______________________________________________________________________
 PU0484  GEOID HEIGHT    -        -19.630 (meters)                     GEOID18
 PU0484  DYNAMIC HEIGHT  -        660.526 (meters)     2167.08  (feet) COMP
 PU0484  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 PU0484
 PU0484  VERT ORDER      -  SECOND    CLASS 0
 PU0484
 PU0484.The horizontal coordinates were scaled from a map and have
 PU0484.an estimated accuracy of +/- 6 seconds.
 PU0484
 PU0484.The orthometric height was determined by differential leveling and
 PU0484.adjusted by the NATIONAL GEODETIC SURVEY
 PU0484.in June 1991.
 PU0484
 PU0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0484.GEOID18 height accuracy estimate available here.
 PU0484
 PU0484.Click photographs - Photos may exist for this station.
 PU0484
 PU0484.The dynamic height is computed by dividing the NAVD 88
 PU0484.geopotential number by the normal gravity value computed on the
 PU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0484.degrees latitude (g = 980.6199 gals.).
 PU0484
 PU0484.The modeled gravity was interpolated from observed gravity values.
 PU0484
 PU0484;                    North         East    Units  Estimated Accuracy
 PU0484;SPC SD S     -   230,910.      456,650.      MT  (+/- 180 meters Scaled)
 PU0484
 PU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK283200(NAD 83)
 PU0484
 PU0484                          SUPERSEDED SURVEY CONTROL
 PU0484
 PU0484  NGVD 29 (??/??/92)  660.24   (m)         2166.1    (f) COMPUTED    2 0
 PU0484
 PU0484.Superseded values are not recommended for survey control.
 PU0484
 PU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0484.See file dsdata.pdf to determine how the superseded data were derived.
 PU0484
 PU0484_MARKER: DR = REFERENCE MARK DISK
 PU0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0484_STAMPING: A 11 E NO 2 1961
 PU0484_MARK LOGO: CGS
 PU0484_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0484+STABILITY: SURFACE MOTION
 PU0484
 PU0484  HISTORY     - Date     Condition        Report By
 PU0484  HISTORY     - 1961     MONUMENTED       CGS
 PU0484  HISTORY     - 1961     GOOD             CGS
 PU0484
 PU0484                          STATION DESCRIPTION
 PU0484
 PU0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0484'2.3 MI SW FROM PEDRO.
 PU0484'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0484'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0484'ROAD JUNCTION, THENCE 0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 PU0484'THENCE 0.2 MILE NORTHWEST TO THE CREST OF A SMALL HILL, 59.6
 PU0484'FEET NORTHWEST OF A 11 E 1961, AND SET IN THE TOP OF A CONCRETE
 PU0484'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0480 ***********************************************************************
 PU0480  DESIGNATION -  A 11 F
 PU0480  PID         -  PU0480
 PU0480  STATE/COUNTY-  SD/PENNINGTON
 PU0480  COUNTRY     -  US
 PU0480  USGS QUAD   -  PEDRO NW (2017)
 PU0480
 PU0480                         *CURRENT SURVEY CONTROL
 PU0480  ______________________________________________________________________
 PU0480* NAD 83(1986) POSITION- 44 23 32.     (N) 102 08 21.     (W)   SCALED
 PU0480* NAVD 88 ORTHO HEIGHT -   674.960 (meters)     2214.43  (feet) ADJUSTED
 PU0480  ______________________________________________________________________
 PU0480  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 PU0480  DYNAMIC HEIGHT  -        674.797 (meters)     2213.90  (feet) COMP
 PU0480  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 PU0480
 PU0480  VERT ORDER      -  SECOND    CLASS 0
 PU0480
 PU0480.The horizontal coordinates were scaled from a map and have
 PU0480.an estimated accuracy of +/- 6 seconds.
 PU0480
 PU0480.The orthometric height was determined by differential leveling and
 PU0480.adjusted by the NATIONAL GEODETIC SURVEY
 PU0480.in June 1991.
 PU0480
 PU0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0480.GEOID18 height accuracy estimate available here.
 PU0480
 PU0480.Click photographs - Photos may exist for this station.
 PU0480
 PU0480.The dynamic height is computed by dividing the NAVD 88
 PU0480.geopotential number by the normal gravity value computed on the
 PU0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0480.degrees latitude (g = 980.6199 gals.).
 PU0480
 PU0480.The modeled gravity was interpolated from observed gravity values.
 PU0480
 PU0480;                    North         East    Units  Estimated Accuracy
 PU0480;SPC SD S     -   230,300.      456,130.      MT  (+/- 180 meters Scaled)
 PU0480
 PU0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK278194(NAD 83)
 PU0480
 PU0480                          SUPERSEDED SURVEY CONTROL
 PU0480
 PU0480  NGVD 29 (??/??/92)  674.52   (m)         2213.0    (f) COMPUTED    2 0
 PU0480
 PU0480.Superseded values are not recommended for survey control.
 PU0480
 PU0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0480.See file dsdata.pdf to determine how the superseded data were derived.
 PU0480
 PU0480_MARKER: DS = TRIANGULATION STATION DISK
 PU0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0480_STAMPING: A 11 F 1961
 PU0480_MARK LOGO: CGS
 PU0480_PROJECTION: FLUSH
 PU0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0480+STABILITY: SURFACE MOTION
 PU0480
 PU0480  HISTORY     - Date     Condition        Report By
 PU0480  HISTORY     - 1961     MONUMENTED       CGS
 PU0480  HISTORY     - 1962     GOOD             CGS
 PU0480
 PU0480                          STATION DESCRIPTION
 PU0480
 PU0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0480'3.4 MI SW FROM PEDRO.
 PU0480'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0480'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0480'ROAD JUNCTION, THENCE 1.4 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 PU0480'THENCE 0.55 MILE NORTHWEST ACROSS COUNTRY TO THE CREST OF A
 PU0480'HILL, 0.35 MILE NORTHWEST OF A CONCRETE CYLINDER WHICH PROJECTS
 PU0480'4 FEET, 0.2 MILE NORTH OF AN EAST-WEST POWER LINE, 19.1 FEET
 PU0480'EAST-SOUTHEAST OF A 11 F NO 2, 35.6 FEET SOUTH OF A 11 F NO 1,
 PU0480'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PU0480'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0481 ***********************************************************************
 PU0481  DESIGNATION -  A 11 F RM 1
 PU0481  PID         -  PU0481
 PU0481  STATE/COUNTY-  SD/PENNINGTON
 PU0481  COUNTRY     -  US
 PU0481  USGS QUAD   -  PEDRO NW (2017)
 PU0481
 PU0481                         *CURRENT SURVEY CONTROL
 PU0481  ______________________________________________________________________
 PU0481* NAD 83(1986) POSITION- 44 23 32.     (N) 102 08 21.     (W)   SCALED
 PU0481* NAVD 88 ORTHO HEIGHT -   674.016 (meters)     2211.33  (feet) ADJUSTED
 PU0481  ______________________________________________________________________
 PU0481  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 PU0481  DYNAMIC HEIGHT  -        673.854 (meters)     2210.80  (feet) COMP
 PU0481  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 PU0481
 PU0481  VERT ORDER      -  SECOND    CLASS 0
 PU0481
 PU0481.The horizontal coordinates were scaled from a map and have
 PU0481.an estimated accuracy of +/- 6 seconds.
 PU0481
 PU0481.The orthometric height was determined by differential leveling and
 PU0481.adjusted by the NATIONAL GEODETIC SURVEY
 PU0481.in June 1991.
 PU0481
 PU0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0481.GEOID18 height accuracy estimate available here.
 PU0481
 PU0481.Click photographs - Photos may exist for this station.
 PU0481
 PU0481.The dynamic height is computed by dividing the NAVD 88
 PU0481.geopotential number by the normal gravity value computed on the
 PU0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0481.degrees latitude (g = 980.6199 gals.).
 PU0481
 PU0481.The modeled gravity was interpolated from observed gravity values.
 PU0481
 PU0481;                    North         East    Units  Estimated Accuracy
 PU0481;SPC SD S     -   230,300.      456,130.      MT  (+/- 180 meters Scaled)
 PU0481
 PU0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK278194(NAD 83)
 PU0481
 PU0481                          SUPERSEDED SURVEY CONTROL
 PU0481
 PU0481  NGVD 29 (??/??/92)  673.57   (m)         2209.9    (f) COMPUTED    2 0
 PU0481
 PU0481.Superseded values are not recommended for survey control.
 PU0481
 PU0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0481.See file dsdata.pdf to determine how the superseded data were derived.
 PU0481
 PU0481_MARKER: DR = REFERENCE MARK DISK
 PU0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0481_STAMPING: A 11 F NO 1 1961
 PU0481_MARK LOGO: CGS
 PU0481_PROJECTION: FLUSH
 PU0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0481+STABILITY: SURFACE MOTION
 PU0481
 PU0481  HISTORY     - Date     Condition        Report By
 PU0481  HISTORY     - 1961     MONUMENTED       CGS
 PU0481  HISTORY     - 1962     GOOD             CGS
 PU0481
 PU0481                          STATION DESCRIPTION
 PU0481
 PU0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0481'3.4 MI SW FROM PEDRO.
 PU0481'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0481'PEDRO, THENCE 1.3 MILE SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0481'JUNCTION, THENCE 1.4 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 PU0481'THENCE 0.55 MILE NORTHWEST ACROSS COUNTRY TO THE CREST OF A
 PU0481'HILL, 0.35 MILE NORTHWEST OF A ROUND CONCRETE CYLINDER WHICH
 PU0481'PROJECTS 4 FEET, 0.2 MILE NORTH OF AN EAST-WEST POWER LINE, 35.6
 PU0481'FEET NORTH OF A 11 F 1961, ON THE NORTH SLOPE OF A HILL, ABOUT
 PU0481'3 FEET LOWER THAN A 11 F 1961, AND SET IN THE TOP OF A CONCRETE
 PU0481'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0482 ***********************************************************************
 PU0482  DESIGNATION -  A 11 F RM 2
 PU0482  PID         -  PU0482
 PU0482  STATE/COUNTY-  SD/PENNINGTON
 PU0482  COUNTRY     -  US
 PU0482  USGS QUAD   -  PEDRO NW (2017)
 PU0482
 PU0482                         *CURRENT SURVEY CONTROL
 PU0482  ______________________________________________________________________
 PU0482* NAD 83(1986) POSITION- 44 23 32.     (N) 102 08 21.     (W)   SCALED
 PU0482* NAVD 88 ORTHO HEIGHT -   674.365 (meters)     2212.48  (feet) ADJUSTED
 PU0482  ______________________________________________________________________
 PU0482  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 PU0482  DYNAMIC HEIGHT  -        674.203 (meters)     2211.95  (feet) COMP
 PU0482  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 PU0482
 PU0482  VERT ORDER      -  SECOND    CLASS 0
 PU0482
 PU0482.The horizontal coordinates were scaled from a map and have
 PU0482.an estimated accuracy of +/- 6 seconds.
 PU0482
 PU0482.The orthometric height was determined by differential leveling and
 PU0482.adjusted by the NATIONAL GEODETIC SURVEY
 PU0482.in June 1991.
 PU0482
 PU0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0482.GEOID18 height accuracy estimate available here.
 PU0482
 PU0482.Click photographs - Photos may exist for this station.
 PU0482
 PU0482.The dynamic height is computed by dividing the NAVD 88
 PU0482.geopotential number by the normal gravity value computed on the
 PU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0482.degrees latitude (g = 980.6199 gals.).
 PU0482
 PU0482.The modeled gravity was interpolated from observed gravity values.
 PU0482
 PU0482;                    North         East    Units  Estimated Accuracy
 PU0482;SPC SD S     -   230,300.      456,130.      MT  (+/- 180 meters Scaled)
 PU0482
 PU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK278194(NAD 83)
 PU0482
 PU0482                          SUPERSEDED SURVEY CONTROL
 PU0482
 PU0482  NGVD 29 (??/??/92)  673.92   (m)         2211.0    (f) COMPUTED    2 0
 PU0482
 PU0482.Superseded values are not recommended for survey control.
 PU0482
 PU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0482.See file dsdata.pdf to determine how the superseded data were derived.
 PU0482
 PU0482_MARKER: DR = REFERENCE MARK DISK
 PU0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0482_STAMPING: A 11 F NO 2 1961
 PU0482_MARK LOGO: CGS
 PU0482_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0482+STABILITY: SURFACE MOTION
 PU0482
 PU0482  HISTORY     - Date     Condition        Report By
 PU0482  HISTORY     - 1961     MONUMENTED       CGS
 PU0482  HISTORY     - 1962     GOOD             CGS
 PU0482
 PU0482                          STATION DESCRIPTION
 PU0482
 PU0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0482'3.4 MI SW FROM PEDRO.
 PU0482'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0482'PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0482'JUNCTION, THENCE 1.4 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 PU0482'THENCE 0.55 MILE NORTHWEST ACROSS COUNTRY TO THE CREST OF A
 PU0482'HILL, 0.35 MILE NORTHWEST OF A ROUND CONCRETE CYLINDER WHICH
 PU0482'PROJECTS 4 FEET, 0.2 MILE NORTH OF AN EAST-WEST POWER LINE, 19.1
 PU0482'FEET WEST-NORTHWEST OF A 11 F 1961, ON THE WEST SLOPE OF THE
 PU0482'HILL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0030 ***********************************************************************
 QT0030  CBN         -  This is a Cooperative Base Network Control Station.
 QT0030  DESIGNATION -  A 119
 QT0030  PID         -  QT0030
 QT0030  STATE/COUNTY-  SD/PERKINS
 QT0030  COUNTRY     -  US
 QT0030  USGS QUAD   -  WHITE BUTTE (2017)
 QT0030
 QT0030                         *CURRENT SURVEY CONTROL
 QT0030  ______________________________________________________________________
 QT0030* NAD 83(2011) POSITION- 45 56 41.78700(N) 102 22 21.32774(W)   ADJUSTED
 QT0030* NAD 83(2011) ELLIP HT-   737.702 (meters)        (06/27/12)   ADJUSTED
 QT0030* NAD 83(2011) EPOCH   -  2010.00
 QT0030* NAVD 88 ORTHO HEIGHT -   756.040 (meters)     2480.44  (feet) ADJUSTED
 QT0030  ______________________________________________________________________
 QT0030  GEOID HEIGHT    -        -18.347 (meters)                     GEOID18
 QT0030  NAD 83(2011) X  -   -952,043.090 (meters)                     COMP
 QT0030  NAD 83(2011) Y  - -4,340,038.711 (meters)                     COMP
 QT0030  NAD 83(2011) Z  -  4,561,524.373 (meters)                     COMP
 QT0030  LAPLACE CORR    -         -7.25  (seconds)                    DEFLEC18
 QT0030  DYNAMIC HEIGHT  -        755.956 (meters)     2480.17  (feet) COMP
 QT0030  MODELED GRAVITY -    980,479.3   (mgal)                       NAVD 88
 QT0030
 QT0030  VERT ORDER      -  SECOND    CLASS 0
 QT0030
 QT0030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QT0030  Standards:
 QT0030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QT0030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QT0030  -------------------------------------------------------------------
 QT0030  NETWORK    0.60   1.16           0.28   0.20   0.59     -0.05877959
 QT0030  -------------------------------------------------------------------
 QT0030  Click here for local accuracies and other accuracy information.
 QT0030
 QT0030.The horizontal coordinates were established by GPS observations
 QT0030.and adjusted by the National Geodetic Survey in June 2012.
 QT0030
 QT0030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QT0030.been affixed to the stable North American tectonic plate. See 
 QT0030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QT0030
 QT0030.The horizontal coordinates are valid at the epoch date displayed above
 QT0030.which is a decimal equivalence of Year/Month/Day.
 QT0030
 QT0030.The orthometric height was determined by differential leveling and
 QT0030.adjusted by the NATIONAL GEODETIC SURVEY
 QT0030.in June 1991.
 QT0030
 QT0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0030.GEOID18 height accuracy estimate available here.
 QT0030
 QT0030.Click photographs - Photos may exist for this station.
 QT0030
 QT0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0030
 QT0030.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0030
 QT0030.The ellipsoidal height was determined by GPS observations
 QT0030.and is referenced to NAD 83.
 QT0030
 QT0030.The dynamic height is computed by dividing the NAVD 88
 QT0030.geopotential number by the normal gravity value computed on the
 QT0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0030.degrees latitude (g = 980.6199 gals.).
 QT0030
 QT0030.The modeled gravity was interpolated from observed gravity values.
 QT0030
 QT0030. The following values were computed from the NAD 83(2011) position.
 QT0030
 QT0030;                    North         East     Units Scale Factor Converg.
 QT0030;SPC SD N     -   237,357.767   416,044.170   MT  1.00006102   -1 40 45.0
 QT0030;SPC SD N     -   778,731.27  1,364,971.58   sFT  1.00006102   -1 40 45.0
 QT0030;UTM  13      - 5,091,286.919   703,645.791   MT  1.00010986   +1 53 20.0
 QT0030
 QT0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0030!SPC SD N     -   0.99988436  x   1.00006102  =   0.99994538
 QT0030!UTM  13      -   0.99988436  x   1.00010986  =   0.99999421
 QT0030
 QT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0364591286(NAD 83)
 QT0030
 QT0030                          SUPERSEDED SURVEY CONTROL
 QT0030
 QT0030  NAD 83(2007)-  45 56 41.78690(N)    102 22 21.32891(W) AD(2002.00) 0
 QT0030  ELLIP H (02/10/07)  737.730  (m)                       GP(2002.00)    
 QT0030  NAD 83(1996)-  45 56 41.78645(N)    102 22 21.32894(W) AD(       ) A
 QT0030  ELLIP H (06/23/03)  737.723  (m)                       GP(       ) 3 1
 QT0030  NAVD 88             756.04   (m)         2480.4    (f) LEVELING    3  
 QT0030  NGVD 29 (??/??/92)  755.558  (m)         2478.86   (f) ADJ UNCH    2 0
 QT0030
 QT0030.Superseded values are not recommended for survey control.
 QT0030
 QT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0030.See file dsdata.pdf to determine how the superseded data were derived.
 QT0030
 QT0030_MARKER: DB = BENCH MARK DISK
 QT0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0030_STAMPING: A 119 1934
 QT0030_MARK LOGO: CGS
 QT0030_PROJECTION: FLUSH
 QT0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0030+STABILITY: SURFACE MOTION
 QT0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0030+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 QT0030
 QT0030  HISTORY     - Date     Condition        Report By
 QT0030  HISTORY     - 1934     MONUMENTED       CGS
 QT0030  HISTORY     - 1974     GOOD             USGS
 QT0030  HISTORY     - 20020515 GOOD             SDDT
 QT0030  HISTORY     - 20170524 GOOD             NDWC
 QT0030
 QT0030                          STATION DESCRIPTION
 QT0030
 QT0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0030'0.4 MI W FROM WHITE BUTTE.
 QT0030'IS LOCATED 0.4 OF MILE WEST OF THE CHICAGO, MILWAUKEE ST. PAUL
 QT0030'AND PACIFIC DEPOT AT WHITE BUTTE, 0.2 OF MILE WEST OF MILE POST
 QT0030'914, NEAR A POINT WHERE U.S. HWY. 12 COMMING FROM THE WEST MAKES
 QT0030'A RIGHT ANGLE TURN TO THE SOUTH ON THE CENTER LINE OF U.S. HWY.
 QT0030'12 GOING WEST AND 176 FEET EAST OF CENTER LINE EXTENDED OF U.S.
 QT0030'HWY. 12 GOING SOUTH, 284.0 FEET SOUTH OF SOUTH RAIL OF TRACK, 2.6
 QT0030'FEET SOUTH OF SOUTH FACE OF RED GRANITE STATE LINE MARKER.  A
 QT0030'STANDARD TABLET SET IN TOP OF CONCRETE POST 8 INCHES HIGH, IN
 QT0030'SECTION 22, T 23 N, R 14 E.
 QT0030
 QT0030                          STATION RECOVERY (1974)
 QT0030
 QT0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QT0030'RECOVERED IN GOOD CONDITION.
 QT0030
 QT0030                          STATION RECOVERY (2002)
 QT0030
 QT0030'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 QT0030'RECOVERED AS DESCRIBED
 QT0030'
 QT0030
 QT0030                          STATION RECOVERY (2017)
 QT0030
 QT0030'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2017 (JPT)
 QT0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0343 ***********************************************************************
 OT0343  DESIGNATION -  A 12
 OT0343  PID         -  OT0343
 OT0343  STATE/COUNTY-  SD/CUSTER
 OT0343  COUNTRY     -  US
 OT0343  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0343
 OT0343                         *CURRENT SURVEY CONTROL
 OT0343  ______________________________________________________________________
 OT0343* NAD 83(1986) POSITION- 43 32 26.     (N) 103 16 30.     (W)   SCALED
 OT0343* NAVD 88 ORTHO HEIGHT -  1000.218 (meters)     3281.55  (feet) ADJUSTED
 OT0343  ______________________________________________________________________
 OT0343  GEOID HEIGHT    -        -16.113 (meters)                     GEOID18
 OT0343  DYNAMIC HEIGHT  -        999.828 (meters)     3280.27  (feet) COMP
 OT0343  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 OT0343
 OT0343  VERT ORDER      -  FIRST     CLASS II
 OT0343
 OT0343.The horizontal coordinates were scaled from a map and have
 OT0343.an estimated accuracy of +/- 6 seconds.
 OT0343
 OT0343.The orthometric height was determined by differential leveling and
 OT0343.adjusted by the NATIONAL GEODETIC SURVEY
 OT0343.in June 1991.
 OT0343
 OT0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0343.GEOID18 height accuracy estimate available here.
 OT0343
 OT0343.Click photographs - Photos may exist for this station.
 OT0343
 OT0343.The dynamic height is computed by dividing the NAVD 88
 OT0343.geopotential number by the normal gravity value computed on the
 OT0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0343.degrees latitude (g = 980.6199 gals.).
 OT0343
 OT0343.The modeled gravity was interpolated from observed gravity values.
 OT0343
 OT0343;                    North         East    Units  Estimated Accuracy
 OT0343;SPC SD S     -   138,320.      362,320.      MT  (+/- 180 meters Scaled)
 OT0343
 OT0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ393222(NAD 83)
 OT0343
 OT0343                          SUPERSEDED SURVEY CONTROL
 OT0343
 OT0343  NGVD 29 (??/??/92)  999.738  (m)         3279.97   (f) ADJ UNCH    1 2
 OT0343
 OT0343.Superseded values are not recommended for survey control.
 OT0343
 OT0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0343.See file dsdata.pdf to determine how the superseded data were derived.
 OT0343
 OT0343_MARKER: DB = BENCH MARK DISK
 OT0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0343_STAMPING: A 12 1926
 OT0343_MARK LOGO: CGS
 OT0343_PROJECTION: FLUSH
 OT0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0343+STABILITY: SURFACE MOTION
 OT0343
 OT0343  HISTORY     - Date     Condition        Report By
 OT0343  HISTORY     - 1926     MONUMENTED       CGS
 OT0343  HISTORY     - 1963     GOOD             CGS
 OT0343
 OT0343                          STATION DESCRIPTION
 OT0343
 OT0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0343'4.2 MI N FROM BUFFALO GAP.
 OT0343'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0343'BANK AT BUFFALO GAP, THENCE 4.1 MILES NORTH ALONG THE CHICAGO
 OT0343'AND NORTH WESTERN RAILWAY, 13 POLES SOUTH OF MILE POST 55, IN
 OT0343'SECTION 10, T 6 S, R 7 E, 94 FEET EAST OF THE EAST RAIL, 40 FEET
 OT0343'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 1.1 FEET NORTH OF A
 OT0343'METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE
 OT0343'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1943 ***********************************************************************
 PU1943  DESIGNATION -  A 121
 PU1943  PID         -  PU1943
 PU1943  STATE/COUNTY-  SD/BUTTE
 PU1943  COUNTRY     -  US
 PU1943  USGS QUAD   -  NISLAND (2017)
 PU1943
 PU1943                         *CURRENT SURVEY CONTROL
 PU1943  ______________________________________________________________________
 PU1943* NAD 83(1986) POSITION- 44 40 10.     (N) 103 36 50.     (W)   SCALED
 PU1943* NAVD 88 ORTHO HEIGHT -   880.038 (meters)     2887.26  (feet) ADJUSTED
 PU1943  ______________________________________________________________________
 PU1943  GEOID HEIGHT    -        -15.827 (meters)                     GEOID18
 PU1943  DYNAMIC HEIGHT  -        879.802 (meters)     2886.48  (feet) COMP
 PU1943  MODELED GRAVITY -    980,319.4   (mgal)                       NAVD 88
 PU1943
 PU1943  VERT ORDER      -  SECOND    CLASS 0
 PU1943
 PU1943.The horizontal coordinates were scaled from a map and have
 PU1943.an estimated accuracy of +/- 6 seconds.
 PU1943
 PU1943.The orthometric height was determined by differential leveling and
 PU1943.adjusted by the NATIONAL GEODETIC SURVEY
 PU1943.in June 1991.
 PU1943
 PU1943.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1943.GEOID18 height accuracy estimate available here.
 PU1943
 PU1943.Click photographs - Photos may exist for this station.
 PU1943
 PU1943.The dynamic height is computed by dividing the NAVD 88
 PU1943.geopotential number by the normal gravity value computed on the
 PU1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1943.degrees latitude (g = 980.6199 gals.).
 PU1943
 PU1943.The modeled gravity was interpolated from observed gravity values.
 PU1943
 PU1943;                    North         East    Units  Estimated Accuracy
 PU1943;SPC SD N     -    99,310.      313,530.      MT  (+/- 180 meters Scaled)
 PU1943
 PU1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK098471(NAD 83)
 PU1943
 PU1943                          SUPERSEDED SURVEY CONTROL
 PU1943
 PU1943  NGVD 29 (??/??/92)  879.555  (m)         2885.67   (f) ADJ UNCH    2 0
 PU1943
 PU1943.Superseded values are not recommended for survey control.
 PU1943
 PU1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1943.See file dsdata.pdf to determine how the superseded data were derived.
 PU1943
 PU1943_MARKER: DB = BENCH MARK DISK
 PU1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1943_STAMPING: A 121 1934
 PU1943_MARK LOGO: CGS
 PU1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1943+STABILITY: SURFACE MOTION
 PU1943
 PU1943  HISTORY     - Date     Condition        Report By
 PU1943  HISTORY     - 1934     MONUMENTED       CGS
 PU1943  HISTORY     - 1962     GOOD             CGS
 PU1943
 PU1943                          STATION DESCRIPTION
 PU1943
 PU1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1943'3.1 MI W FROM NISLAND.
 PU1943'3.1 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1943'FROM THE STATION AT NISLAND, ABOUT 0.3 MILE WEST OF A GRADED
 PU1943'ROAD CROSSING, ABOUT 0.1 MILE WEST OF MILE POST NO 13, 108 FEET
 PU1943'SOUTH AND ACROSS THE TRACK FROM A TELEGRAPH POLE, 82.8 FEET
 PU1943'SOUTHWEST OF THE SOUTHEAST END OF THE WEST MOST OF TWO 24 INCH
 PU1943'PIPES UNDER THE RAILROAD, 45.2 FEET SOUTHEAST OF THE SOUTHEAST
 PU1943'RAIL, 44 FEET NORTHWEST OF A T FENCE CORNER, 2 FEET NORTHWEST
 PU1943'OF A FENCE LINE, 1.5 FEET BELOW THE TRACK, SET IN TOP OF A
 PU1943'CONCRETE POST WHICH IS PROJECTING 0.2 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0728 ***********************************************************************
 PU0728  DESIGNATION -  A 122
 PU0728  PID         -  PU0728
 PU0728  STATE/COUNTY-  SD/MEADE
 PU0728  COUNTRY     -  US
 PU0728  USGS QUAD   -  CAMP CREEK (2017)
 PU0728
 PU0728                         *CURRENT SURVEY CONTROL
 PU0728  ______________________________________________________________________
 PU0728* NAD 83(1986) POSITION- 44 54 39.     (N) 102 52 37.     (W)   SCALED
 PU0728* NAVD 88 ORTHO HEIGHT -   825.936 (meters)     2709.76  (feet) ADJUSTED
 PU0728  ______________________________________________________________________
 PU0728  GEOID HEIGHT    -        -17.451 (meters)                     GEOID18
 PU0728  DYNAMIC HEIGHT  -        825.761 (meters)     2709.18  (feet) COMP
 PU0728  MODELED GRAVITY -    980,377.5   (mgal)                       NAVD 88
 PU0728
 PU0728  VERT ORDER      -  SECOND    CLASS 0
 PU0728
 PU0728.The horizontal coordinates were scaled from a map and have
 PU0728.an estimated accuracy of +/- 6 seconds.
 PU0728
 PU0728.The orthometric height was determined by differential leveling and
 PU0728.adjusted by the NATIONAL GEODETIC SURVEY
 PU0728.in June 1991.
 PU0728
 PU0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0728.GEOID18 height accuracy estimate available here.
 PU0728
 PU0728.Click photographs - Photos may exist for this station.
 PU0728
 PU0728.The dynamic height is computed by dividing the NAVD 88
 PU0728.geopotential number by the normal gravity value computed on the
 PU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0728.degrees latitude (g = 980.6199 gals.).
 PU0728
 PU0728.The modeled gravity was interpolated from observed gravity values.
 PU0728
 PU0728;                    North         East    Units  Estimated Accuracy
 PU0728;SPC SD N     -   123,770.      372,870.      MT  (+/- 180 meters Scaled)
 PU0728
 PU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK675752(NAD 83)
 PU0728
 PU0728                          SUPERSEDED SURVEY CONTROL
 PU0728
 PU0728  NGVD 29 (??/??/92)  825.469  (m)         2708.23   (f) ADJ UNCH    2 0
 PU0728
 PU0728.Superseded values are not recommended for survey control.
 PU0728
 PU0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0728.See file dsdata.pdf to determine how the superseded data were derived.
 PU0728
 PU0728_MARKER: DB = BENCH MARK DISK
 PU0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0728_STAMPING: A 122 1934
 PU0728_MARK LOGO: CGS
 PU0728_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0728+STABILITY: SURFACE MOTION
 PU0728
 PU0728  HISTORY     - Date     Condition        Report By
 PU0728  HISTORY     - 1934     MONUMENTED       CGS
 PU0728  HISTORY     - 1962     GOOD             CGS
 PU0728  HISTORY     - 1973     MARK NOT FOUND   NGS
 PU0728
 PU0728                          STATION DESCRIPTION
 PU0728
 PU0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0728'3.3 MI N FROM SULPHUR.
 PU0728'3.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0728'SULPHUR, 0.35 MILE SOUTH OF THE CROSSING OF A POWER LINE, 46 FEET
 PU0728'EAST OF THE CENTER LINE OF THE ROAD, 120 FEET NORTH OF A
 PU0728'TELEPHONE POLE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 1 1/2
 PU0728'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0728'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PU0728
 PU0728                          STATION RECOVERY (1973)
 PU0728
 PU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PU0728'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0107 ***********************************************************************
 QT0107  DESIGNATION -  A 123 RESET
 QT0107  PID         -  QT0107
 QT0107  STATE/COUNTY-  SD/MEADE
 QT0107  COUNTRY     -  US
 QT0107  USGS QUAD   -  FAITH SW (2017)
 QT0107
 QT0107                         *CURRENT SURVEY CONTROL
 QT0107  ______________________________________________________________________
 QT0107* NAD 83(1986) POSITION- 45 01 17.     (N) 102 14 24.     (W)   SCALED
 QT0107* NAVD 88 ORTHO HEIGHT -   793.801 (meters)     2604.33  (feet) ADJUSTED
 QT0107  ______________________________________________________________________
 QT0107  GEOID HEIGHT    -        -18.945 (meters)                     GEOID18
 QT0107  DYNAMIC HEIGHT  -        793.640 (meters)     2603.80  (feet) COMP
 QT0107  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 QT0107
 QT0107  VERT ORDER      -  FIRST     CLASS II
 QT0107
 QT0107.The horizontal coordinates were scaled from a map and have
 QT0107.an estimated accuracy of +/- 6 seconds.
 QT0107
 QT0107.The orthometric height was determined by differential leveling and
 QT0107.adjusted by the NATIONAL GEODETIC SURVEY
 QT0107.in June 1991.
 QT0107
 QT0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0107.GEOID18 height accuracy estimate available here.
 QT0107
 QT0107.Click photographs - Photos may exist for this station.
 QT0107
 QT0107.The dynamic height is computed by dividing the NAVD 88
 QT0107.geopotential number by the normal gravity value computed on the
 QT0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0107.degrees latitude (g = 980.6199 gals.).
 QT0107
 QT0107.The modeled gravity was interpolated from observed gravity values.
 QT0107
 QT0107;                    North         East    Units  Estimated Accuracy
 QT0107;SPC SD N     -   134,460.      423,480.      MT  (+/- 180 meters Scaled)
 QT0107
 QT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK174890(NAD 83)
 QT0107
 QT0107                          SUPERSEDED SURVEY CONTROL
 QT0107
 QT0107  NGVD 29 (??/??/92)  793.338  (m)         2602.81   (f) ADJ UNCH    1 2
 QT0107
 QT0107.Superseded values are not recommended for survey control.
 QT0107
 QT0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0107.See file dsdata.pdf to determine how the superseded data were derived.
 QT0107
 QT0107_MARKER: DB = BENCH MARK DISK
 QT0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0107_STAMPING: A 123 RESET 1946
 QT0107_MARK LOGO: CGS
 QT0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0107+STABILITY: SURFACE MOTION
 QT0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0107+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0107
 QT0107  HISTORY     - Date     Condition        Report By
 QT0107  HISTORY     - 1946     MONUMENTED       SDHD
 QT0107  HISTORY     - 1963     GOOD             CGS
 QT0107  HISTORY     - 1981     GOOD             NGS
 QT0107  HISTORY     - 19960425 GOOD             NGS
 QT0107
 QT0107                          STATION DESCRIPTION
 QT0107
 QT0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0107'10 MI W FROM FAITH.
 QT0107'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0107'FAITH, THENCE 10.0 MILES WEST ALONG U.S. HIGHWAY 212 TO THE
 QT0107'ABANDONED TOWN SITE OF EDSON, 105 1/2 FEET SOUTH OF THE CENTER
 QT0107'LINE OF THE HIGHWAY, 460 FEET WEST-SOUTHWEST OF A BOX CULVERT,
 QT0107'35 1/2 FEET SOUTH OF AN EAST-WEST FENCE, 1.0 FEET SOUTH OF A METAL
 QT0107'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 QT0107'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QT0107
 QT0107                          STATION RECOVERY (1981)
 QT0107
 QT0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0107'RECOVERED IN GOOD CONDITION.
 QT0107
 QT0107                          STATION RECOVERY (1996)
 QT0107
 QT0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0107'15.5 M (50.9 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0107'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 764.0 M (2506.6 FT) WEST OF
 QT0107'MILEPOST 105, 41.8 M (137.1 FT) SOUTHWEST OF THE CENTER OF A FIELD
 QT0107'ENTRANCE AND GATE, 31.7 M (104.0 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 QT0107'16.6 M (54.5 FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 QT0107'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 QT0107'EAST OF A METAL GUARD POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 QT0107'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0051 ***********************************************************************
 QT0051  DESIGNATION -  A 125
 QT0051  PID         -  QT0051
 QT0051  STATE/COUNTY-  SD/PERKINS
 QT0051  COUNTRY     -  US
 QT0051  USGS QUAD   -  COAL SPRINGS NW (2017)
 QT0051
 QT0051                         *CURRENT SURVEY CONTROL
 QT0051  ______________________________________________________________________
 QT0051* NAD 83(1986) POSITION- 45 22 37.     (N) 102 10 12.     (W)   SCALED
 QT0051* NAVD 88 ORTHO HEIGHT -   747.396 (meters)     2452.08  (feet) ADJUSTED
 QT0051  ______________________________________________________________________
 QT0051  GEOID HEIGHT    -        -18.877 (meters)                     GEOID18
 QT0051  DYNAMIC HEIGHT  -        747.279 (meters)     2451.70  (feet) COMP
 QT0051  MODELED GRAVITY -    980,435.4   (mgal)                       NAVD 88
 QT0051
 QT0051  VERT ORDER      -  SECOND    CLASS 0
 QT0051
 QT0051.The horizontal coordinates were scaled from a map and have
 QT0051.an estimated accuracy of +/- 6 seconds.
 QT0051
 QT0051.The orthometric height was determined by differential leveling and
 QT0051.adjusted by the NATIONAL GEODETIC SURVEY
 QT0051.in June 1991.
 QT0051
 QT0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0051.GEOID18 height accuracy estimate available here.
 QT0051
 QT0051.Click photographs - Photos may exist for this station.
 QT0051
 QT0051.The dynamic height is computed by dividing the NAVD 88
 QT0051.geopotential number by the normal gravity value computed on the
 QT0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0051.degrees latitude (g = 980.6199 gals.).
 QT0051
 QT0051.The modeled gravity was interpolated from observed gravity values.
 QT0051
 QT0051;                    North         East    Units  Estimated Accuracy
 QT0051;SPC SD N     -   173,810.      430,060.      MT  (+/- 180 meters Scaled)
 QT0051
 QT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL215287(NAD 83)
 QT0051
 QT0051                          SUPERSEDED SURVEY CONTROL
 QT0051
 QT0051  NGVD 29 (??/??/92)  746.956  (m)         2450.64   (f) ADJ UNCH    2 0
 QT0051
 QT0051.Superseded values are not recommended for survey control.
 QT0051
 QT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0051.See file dsdata.pdf to determine how the superseded data were derived.
 QT0051
 QT0051_MARKER: DB = BENCH MARK DISK
 QT0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0051_STAMPING: A 125 1934
 QT0051_MARK LOGO: CGS
 QT0051_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0051+STABILITY: SURFACE MOTION
 QT0051
 QT0051  HISTORY     - Date     Condition        Report By
 QT0051  HISTORY     - 1934     MONUMENTED       CGS
 QT0051  HISTORY     - 1941     GOOD             CGS
 QT0051
 QT0051                          STATION DESCRIPTION
 QT0051
 QT0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0051'7.9 MI SW FROM COAL SPRINGS.
 QT0051'7.9 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 QT0051'AT COAL SPRINGS, PERKINS COUNTY, 13.4 MILES NORTH OF THE
 QT0051'BRIDGE OVER MOREAU RIVER, 5.1 MILES SOUTH OF THE INTERSECTION
 QT0051'WITH STATE HIGHWAY 8 ON THE SOUTHEAST SLOPE OF A HILL, 33.4 FEET
 QT0051'NORTHWEST OF THE NORTHWEST CORNER OF A STEEL BRIDGE, AND 58 FEET
 QT0051'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QT0051'STAMPED A 125 1934 AND SET IN THE TOP OF A CONCRETE POST
 QT0051'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2409 ***********************************************************************
 PU2409  DESIGNATION -  A 126 RESET
 PU2409  PID         -  PU2409
 PU2409  STATE/COUNTY-  SD/MEADE
 PU2409  COUNTRY     -  US
 PU2409  USGS QUAD   -  AVANCE SE (2017)
 PU2409
 PU2409                         *CURRENT SURVEY CONTROL
 PU2409  ______________________________________________________________________
 PU2409* NAD 83(1986) POSITION- 44 47 48.     (N) 102 03 19.     (W)   SCALED
 PU2409* NAVD 88 ORTHO HEIGHT -   713.577 (meters)     2341.13  (feet) ADJUSTED
 PU2409  ______________________________________________________________________
 PU2409  GEOID HEIGHT    -        -19.722 (meters)                     GEOID18
 PU2409  DYNAMIC HEIGHT  -        713.423 (meters)     2340.62  (feet) COMP
 PU2409  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 PU2409
 PU2409  VERT ORDER      -  FIRST     CLASS II
 PU2409
 PU2409.The horizontal coordinates were scaled from a map and have
 PU2409.an estimated accuracy of +/- 6 seconds.
 PU2409
 PU2409.The orthometric height was determined by differential leveling and
 PU2409.adjusted by the NATIONAL GEODETIC SURVEY
 PU2409.in July 1998.
 PU2409
 PU2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2409.GEOID18 height accuracy estimate available here.
 PU2409
 PU2409.Click photographs - Photos may exist for this station.
 PU2409
 PU2409.The dynamic height is computed by dividing the NAVD 88
 PU2409.geopotential number by the normal gravity value computed on the
 PU2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2409.degrees latitude (g = 980.6199 gals.).
 PU2409
 PU2409.The modeled gravity was interpolated from observed gravity values.
 PU2409
 PU2409;                    North         East    Units  Estimated Accuracy
 PU2409;SPC SD N     -   109,110.      437,400.      MT  (+/- 180 meters Scaled)
 PU2409
 PU2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK329645(NAD 83)
 PU2409
 PU2409                          SUPERSEDED SURVEY CONTROL
 PU2409
 PU2409  NGVD 29 (04/17/07)  713.09   (m)         2339.5    (f) RESET       3  
 PU2409
 PU2409.Superseded values are not recommended for survey control.
 PU2409
 PU2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2409.See file dsdata.pdf to determine how the superseded data were derived.
 PU2409
 PU2409_MARKER: DV = VERTICAL CONTROL DISK
 PU2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2409_STAMPING: A 126 RESET 1988
 PU2409_MARK LOGO: NGS
 PU2409_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2409+STABILITY: SURFACE MOTION
 PU2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2409+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2409
 PU2409  HISTORY     - Date     Condition        Report By
 PU2409  HISTORY     - 1988     MONUMENTED       NGS
 PU2409  HISTORY     - 19960711 GOOD             NGS
 PU2409
 PU2409                          STATION DESCRIPTION
 PU2409
 PU2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2409'20.3 KM (12.60 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2409'WITH STATE HIGHWAY 34 AT HOWES, 31.1 M (102.0 FT) EAST FROM THE
 PU2409'CENTER OF 73, 0.61 M (2.0 FT) EAST FROM A FENCE, 0.3 M (1.0 FT)
 PU2409'EAST FROM A WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 PU2409'PROJECTS 0.15 M (0.5 FT).
 PU2409
 PU2409                          STATION RECOVERY (1996)
 PU2409
 PU2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2409'20.1 KM (12.50 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2409'OF STATE HIGHWAY 34 IN HOWES, 575.0 M (1886.5 FT) SOUTH OF MILEPOST
 PU2409'159, 46.9 M (153.9 FT) NORTH OF THE NORTH END OF 4 BRACED FENCE POSTS,
 PU2409'31.1 M (102.0 FT) EAST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) EAST
 PU2409'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 PU2409'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2409'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0205 ***********************************************************************
 PU0205  DESIGNATION -  A 127
 PU0205  PID         -  PU0205
 PU0205  STATE/COUNTY-  SD/MEADE
 PU0205  COUNTRY     -  US
 PU0205  USGS QUAD   -  HOWES (2017)
 PU0205
 PU0205                         *CURRENT SURVEY CONTROL
 PU0205  ______________________________________________________________________
 PU0205* NAD 83(1986) POSITION- 44 37 08.47   (N) 102 03 07.05   (W)   HD_HELD1
 PU0205* NAVD 88 ORTHO HEIGHT -   734.020 (meters)     2408.20  (feet) ADJUSTED
 PU0205  ______________________________________________________________________
 PU0205  GEOID HEIGHT    -        -19.814 (meters)                     GEOID18
 PU0205  DYNAMIC HEIGHT  -        733.847 (meters)     2407.63  (feet) COMP
 PU0205  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 PU0205
 PU0205  VERT ORDER      -  SECOND    CLASS 0
 PU0205
 PU0205.The horizontal coordinates were determined by differentially corrected
 PU0205.hand held GPS observations or other comparable positioning techniques
 PU0205.and have an estimated accuracy of +/- 3 meters.
 PU0205
 PU0205.The orthometric height was determined by differential leveling and
 PU0205.adjusted by the NATIONAL GEODETIC SURVEY
 PU0205.in June 1991.
 PU0205
 PU0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0205.GEOID18 height accuracy estimate available here.
 PU0205
 PU0205.Click photographs - Photos may exist for this station.
 PU0205
 PU0205.The dynamic height is computed by dividing the NAVD 88
 PU0205.geopotential number by the normal gravity value computed on the
 PU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0205.degrees latitude (g = 980.6199 gals.).
 PU0205
 PU0205.The modeled gravity was interpolated from observed gravity values.
 PU0205
 PU0205;                    North         East    Units  Estimated Accuracy
 PU0205;SPC SD N     -    89,370.9     437,163.7     MT  (+/- 3 meters HH1 GPS) 
 PU0205
 PU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3388644857(NAD 83)
 PU0205
 PU0205                          SUPERSEDED SURVEY CONTROL
 PU0205
 PU0205  NGVD 29 (??/??/92)  733.56   (m)         2406.7    (f) COMPUTED    2 0
 PU0205
 PU0205.Superseded values are not recommended for survey control.
 PU0205
 PU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0205.See file dsdata.pdf to determine how the superseded data were derived.
 PU0205
 PU0205_MARKER: DB = BENCH MARK DISK
 PU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0205_STAMPING: A 127 1934
 PU0205_MARK LOGO: CGS
 PU0205_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0205+STABILITY: SURFACE MOTION
 PU0205
 PU0205  HISTORY     - Date     Condition        Report By
 PU0205  HISTORY     - 1934     MONUMENTED       CGS
 PU0205  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU0205
 PU0205                          STATION DESCRIPTION
 PU0205
 PU0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0205'28.2 MI S FROM FAITH.
 PU0205'28.2 MILES SOUTH ALONG STATE HIGHWAY 73 FROM FAITH, 5.9 MILES
 PU0205'EAST ALONG STATE HIGHWAY 34 FROM PLAINVIEW, AT THE JUNCTION OF
 PU0205'STATE HIGHWAY 73 AND 34, 110 YARDS SOUTH OF THE NORTH HIGHWAY
 PU0205'FORK, 58 YARDS S. W. OF THE CENTERLINE OF STATE HIGHWAY 73,
 PU0205'AND 34 YARDS SOUTHEAST OF THE CENTERLINE OF THE WEST CURVE OF
 PU0205'THE HIGHWAY.  A STANDARD DISK, STAMPED A 127 1934 AND SET IN THE
 PU0205'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 PU0205
 PU0205                          STATION RECOVERY (1963)
 PU0205
 PU0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1502 ***********************************************************************
 PU1502  DESIGNATION -  A 129
 PU1502  PID         -  PU1502
 PU1502  STATE/COUNTY-  SD/MEADE
 PU1502  COUNTRY     -  US
 PU1502  USGS QUAD   -  FORT MEADE (2017)
 PU1502
 PU1502                         *CURRENT SURVEY CONTROL
 PU1502  ______________________________________________________________________
 PU1502* NAD 83(1986) POSITION- 44 24 54.     (N) 103 28 20.     (W)   SCALED
 PU1502* NAVD 88 ORTHO HEIGHT -  1002.382 (meters)     3288.65  (feet) ADJUSTED
 PU1502  ______________________________________________________________________
 PU1502  GEOID HEIGHT    -        -15.467 (meters)                     GEOID18
 PU1502  DYNAMIC HEIGHT  -       1002.068 (meters)     3287.62  (feet) COMP
 PU1502  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 PU1502
 PU1502  VERT ORDER      -  SECOND    CLASS 0
 PU1502
 PU1502.The horizontal coordinates were scaled from a map and have
 PU1502.an estimated accuracy of +/- 6 seconds.
 PU1502
 PU1502.The orthometric height was determined by differential leveling and
 PU1502.adjusted by the NATIONAL GEODETIC SURVEY
 PU1502.in June 1991.
 PU1502
 PU1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1502.GEOID18 height accuracy estimate available here.
 PU1502
 PU1502.Click photographs - Photos may exist for this station.
 PU1502
 PU1502.The dynamic height is computed by dividing the NAVD 88
 PU1502.geopotential number by the normal gravity value computed on the
 PU1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1502.degrees latitude (g = 980.6199 gals.).
 PU1502
 PU1502.The modeled gravity was interpolated from observed gravity values.
 PU1502
 PU1502;                    North         East    Units  Estimated Accuracy
 PU1502;SPC SD N     -    70,570.      323,540.      MT  (+/- 180 meters Scaled)
 PU1502
 PU1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK216191(NAD 83)
 PU1502
 PU1502                          SUPERSEDED SURVEY CONTROL
 PU1502
 PU1502  NGVD 29 (??/??/92) 1001.88   (m)         3287.0    (f) COMPUTED    2 0
 PU1502
 PU1502.Superseded values are not recommended for survey control.
 PU1502
 PU1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1502.See file dsdata.pdf to determine how the superseded data were derived.
 PU1502
 PU1502_MARKER: DB = BENCH MARK DISK
 PU1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1502_STAMPING: A 129 1934
 PU1502_MARK LOGO: CGS
 PU1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1502+STABILITY: SURFACE MOTION
 PU1502
 PU1502  HISTORY     - Date     Condition        Report By
 PU1502  HISTORY     - 1934     MONUMENTED       CGS
 PU1502  HISTORY     - 1953     GOOD             USGS
 PU1502  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1502
 PU1502                          STATION DESCRIPTION
 PU1502
 PU1502'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PU1502'2.4 MI E FROM STURGIS.
 PU1502'2.4 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1502'AT STURGIS, 0.25 MILE NORTH OF THE FLAGSTAFF AT FORT MEADE,
 PU1502'34 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING TO FORT
 PU1502'MEADE, 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 PU1502'5.5 FEET WEST OF THE SOUTHWEST CORNER OF A CIVILIAN CONSERVATION
 PU1502'CORPS MONUMENT ERECTED IN 1933.  A STANDARD DISK, STAMPED A 129
 PU1502'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 PU1502'ABOVE GROUND.
 PU1502
 PU1502                          STATION RECOVERY (1963)
 PU1502
 PU1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1502'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0539 ***********************************************************************
 OT0539  DESIGNATION -  A 13
 OT0539  PID         -  OT0539
 OT0539  STATE/COUNTY-  SD/FALL RIVER
 OT0539  COUNTRY     -  US
 OT0539  USGS QUAD   -  EDGEMONT (2017)
 OT0539
 OT0539                         *CURRENT SURVEY CONTROL
 OT0539  ______________________________________________________________________
 OT0539* NAD 83(1986) POSITION- 43 19 02.     (N) 103 48 27.     (W)   SCALED
 OT0539* NAVD 88 ORTHO HEIGHT -  1048.730 (meters)     3440.71  (feet) ADJUSTED
 OT0539  ______________________________________________________________________
 OT0539  GEOID HEIGHT    -        -15.062 (meters)                     GEOID18
 OT0539  DYNAMIC HEIGHT  -       1048.300 (meters)     3439.30  (feet) COMP
 OT0539  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 OT0539
 OT0539  VERT ORDER      -  FIRST     CLASS II
 OT0539
 OT0539.The horizontal coordinates were scaled from a map and have
 OT0539.an estimated accuracy of +/- 6 seconds.
 OT0539
 OT0539.The orthometric height was determined by differential leveling and
 OT0539.adjusted by the NATIONAL GEODETIC SURVEY
 OT0539.in June 1991.
 OT0539
 OT0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0539.GEOID18 height accuracy estimate available here.
 OT0539
 OT0539.Click photographs - Photos may exist for this station.
 OT0539
 OT0539.The dynamic height is computed by dividing the NAVD 88
 OT0539.geopotential number by the normal gravity value computed on the
 OT0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0539.degrees latitude (g = 980.6199 gals.).
 OT0539
 OT0539.The modeled gravity was interpolated from observed gravity values.
 OT0539
 OT0539;                    North         East    Units  Estimated Accuracy
 OT0539;SPC SD S     -   115,190.      318,280.      MT  (+/- 180 meters Scaled)
 OT0539
 OT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH966967(NAD 83)
 OT0539
 OT0539                          SUPERSEDED SURVEY CONTROL
 OT0539
 OT0539  NGVD 29 (??/??/92) 1048.193  (m)         3438.95   (f) ADJ UNCH    1 2
 OT0539
 OT0539.Superseded values are not recommended for survey control.
 OT0539
 OT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0539.See file dsdata.pdf to determine how the superseded data were derived.
 OT0539
 OT0539_MARKER: DB = BENCH MARK DISK
 OT0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0539_STAMPING: A 13 1926
 OT0539_MARK LOGO: CGS
 OT0539_PROJECTION: RECESSED 15 CENTIMETERS
 OT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0539+STABILITY: SURFACE MOTION
 OT0539
 OT0539  HISTORY     - Date     Condition        Report By
 OT0539  HISTORY     - 1926     MONUMENTED       CGS
 OT0539  HISTORY     - 1963     GOOD             CGS
 OT0539  HISTORY     - 1985     GOOD             NGS
 OT0539
 OT0539                          STATION DESCRIPTION
 OT0539
 OT0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0539'1.6 MI NE FROM EDGEMONT.
 OT0539'ABOUT 1.55 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0539'RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 30, T 8 S,
 OT0539'R 3 E, ABOUT 0.45 MILE SOUTHWEST OF MILEPOST 2, AT A PRIVATE
 OT0539'ROAD CROSSING, 33 FEET NORTHWEST OF THE NORTHWEST RAIL, 21 FEET
 OT0539'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 13 FEET SOUTHEAST
 OT0539'OF A FENCE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1
 OT0539'FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 OT0539'POST FLUSH WITH THE GROUND.
 OT0539
 OT0539                          STATION RECOVERY (1985)
 OT0539
 OT0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0539'RECOVERED IN GOOD CONDITION.  EXCEPT MARK IS NOW BELOW THE SURFACE OF
 OT0539'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0318 ***********************************************************************
 PU0318  DESIGNATION -  A 130
 PU0318  PID         -  PU0318
 PU0318  STATE/COUNTY-  SD/PENNINGTON
 PU0318  COUNTRY     -  US
 PU0318  USGS QUAD   -  WASTA (2017)
 PU0318
 PU0318                         *CURRENT SURVEY CONTROL
 PU0318  ______________________________________________________________________
 PU0318* NAD 83(1986) POSITION- 44 04 49.     (N) 102 24 23.     (W)   SCALED
 PU0318* NAVD 88 ORTHO HEIGHT -   695.703 (meters)     2282.49  (feet) ADJUSTED
 PU0318  ______________________________________________________________________
 PU0318  GEOID HEIGHT    -        -18.605 (meters)                     GEOID18
 PU0318  DYNAMIC HEIGHT  -        695.516 (meters)     2281.87  (feet) COMP
 PU0318  MODELED GRAVITY -    980,326.9   (mgal)                       NAVD 88
 PU0318
 PU0318  VERT ORDER      -  SECOND    CLASS 0
 PU0318
 PU0318.The horizontal coordinates were scaled from a map and have
 PU0318.an estimated accuracy of +/- 6 seconds.
 PU0318
 PU0318.The orthometric height was determined by differential leveling and
 PU0318.adjusted by the NATIONAL GEODETIC SURVEY
 PU0318.in June 1991.
 PU0318
 PU0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0318.GEOID18 height accuracy estimate available here.
 PU0318
 PU0318.Click photographs - Photos may exist for this station.
 PU0318
 PU0318.The dynamic height is computed by dividing the NAVD 88
 PU0318.geopotential number by the normal gravity value computed on the
 PU0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0318.degrees latitude (g = 980.6199 gals.).
 PU0318
 PU0318.The modeled gravity was interpolated from observed gravity values.
 PU0318
 PU0318;                    North         East    Units  Estimated Accuracy
 PU0318;SPC SD S     -   196,150.      433,980.      MT  (+/- 180 meters Scaled)
 PU0318
 PU0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ076840(NAD 83)
 PU0318
 PU0318                          SUPERSEDED SURVEY CONTROL
 PU0318
 PU0318  NGVD 29 (??/??/92)  695.28   (m)         2281.1    (f) COMPUTED    2 0
 PU0318
 PU0318.Superseded values are not recommended for survey control.
 PU0318
 PU0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0318.See file dsdata.pdf to determine how the superseded data were derived.
 PU0318
 PU0318_MARKER: DB = BENCH MARK DISK
 PU0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0318_STAMPING: A 130 1934
 PU0318_MARK LOGO: CGS
 PU0318_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0318+STABILITY: SURFACE MOTION
 PU0318
 PU0318  HISTORY     - Date     Condition        Report By
 PU0318  HISTORY     - 1934     MONUMENTED       CGS
 PU0318  HISTORY     - 1954     MARK NOT FOUND   CGS
 PU0318  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0318
 PU0318                          STATION DESCRIPTION
 PU0318
 PU0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PU0318'2.2 MI E FROM WASTA.
 PU0318'2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0318'FROM THE STATION AT WASTA, PENNINGTON COUNTY, 8 POLES EAST OF
 PU0318'MILEPOST 603, 0.3 MILE WEST OF BRIDGE 1813 OVER CHEYENNE RIVER,
 PU0318'79 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 16 AND 14, 45
 PU0318'FEET NORTH OF THE NORTH RAIL, 4 FEET WEST OF THE RIGHT-OF-WAY
 PU0318'FENCE, AND 1.8 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 PU0318'STAMPED A 130 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU0318'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED BY
 PU0318'USGS THAT THE RIGHT-OF-WAY FENCE HAS BEEN REMOVED, THE HIGHWAY
 PU0318'LOCATION CHANGED, RAILROAD ELEVATED AT THIS POINT, AND A NEW
 PU0318'DRIVEWAY HAS BEEN ADDED.
 PU0318
 PU0318                          STATION RECOVERY (1962)
 PU0318
 PU0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0149 ***********************************************************************
 OQ0149  DESIGNATION -  A 131
 OQ0149  PID         -  OQ0149
 OQ0149  STATE/COUNTY-  SD/LINCOLN
 OQ0149  COUNTRY     -  US
 OQ0149  USGS QUAD   -  CANTON (2017)
 OQ0149
 OQ0149                         *CURRENT SURVEY CONTROL
 OQ0149  ______________________________________________________________________
 OQ0149* NAD 83(1986) POSITION- 43 18 03.     (N) 096 33 16.     (W)   SCALED
 OQ0149* NAVD 88 ORTHO HEIGHT -   380.735 (meters)     1249.13  (feet) ADJUSTED
 OQ0149  ______________________________________________________________________
 OQ0149  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 OQ0149  DYNAMIC HEIGHT  -        380.632 (meters)     1248.79  (feet) COMP
 OQ0149  MODELED GRAVITY -    980,338.5   (mgal)                       NAVD 88
 OQ0149
 OQ0149  VERT ORDER      -  FIRST     CLASS II
 OQ0149
 OQ0149.The horizontal coordinates were scaled from a map and have
 OQ0149.an estimated accuracy of +/- 6 seconds.
 OQ0149
 OQ0149.The orthometric height was determined by differential leveling and
 OQ0149.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0149.in June 1991.
 OQ0149
 OQ0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0149.GEOID18 height accuracy estimate available here.
 OQ0149
 OQ0149.Click photographs - Photos may exist for this station.
 OQ0149
 OQ0149.The dynamic height is computed by dividing the NAVD 88
 OQ0149.geopotential number by the normal gravity value computed on the
 OQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0149.degrees latitude (g = 980.6199 gals.).
 OQ0149
 OQ0149.The modeled gravity was interpolated from observed gravity values.
 OQ0149
 OQ0149;                    North         East    Units  Estimated Accuracy
 OQ0149;SPC SD S     -   114,450.      906,500.      MT  (+/- 180 meters Scaled)
 OQ0149
 OQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN983971(NAD 83)
 OQ0149
 OQ0149                          SUPERSEDED SURVEY CONTROL
 OQ0149
 OQ0149  NGVD 29 (??/??/92)  380.498  (m)         1248.35   (f) ADJ UNCH    1 2
 OQ0149
 OQ0149.Superseded values are not recommended for survey control.
 OQ0149
 OQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0149.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0149
 OQ0149_MARKER: DB = BENCH MARK DISK
 OQ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0149_STAMPING: A 131 1934
 OQ0149_MARK LOGO: CGS
 OQ0149_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0149+STABILITY: SURFACE MOTION
 OQ0149
 OQ0149  HISTORY     - Date     Condition        Report By
 OQ0149  HISTORY     - 1934     MONUMENTED       CGS
 OQ0149  HISTORY     - 1949     GOOD             CGS
 OQ0149  HISTORY     - 20120303 MARK NOT FOUND   INDIV
 OQ0149
 OQ0149                          STATION DESCRIPTION
 OQ0149
 OQ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0149'1.7 MI E FROM CANTON.
 OQ0149'1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0149'RAILROAD FROM THE STATION AT CANTON, LINCOLN COUNTY, 85.2 FEET
 OQ0149'SOUTHWEST OF THE CROSSING OF U.S. HIGHWAY 18, 44.9 FEET SOUTH
 OQ0149'OF THE SOUTH RAIL OF THE TRACK, 70.0 FEET WEST OF A RIGHT OF WAY
 OQ0149'FENCE CORNER, AND 1.2 FEET NORTH OF THE FENCE.  A STANDARD
 OQ0149'DISK, STAMPED A 131 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0149'PROJECTING 6 INCHES ABOVE GROUND.
 OQ0149
 OQ0149                          STATION RECOVERY (2012)
 OQ0149
 OQ0149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1519 ***********************************************************************
 PU1519  DESIGNATION -  A 132
 PU1519  PID         -  PU1519
 PU1519  STATE/COUNTY-  SD/PENNINGTON
 PU1519  COUNTRY     -  US
 PU1519  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1519
 PU1519                         *CURRENT SURVEY CONTROL
 PU1519  ______________________________________________________________________
 PU1519* NAD 83(1986) POSITION- 44 05 48.     (N) 103 11 07.     (W)   SCALED
 PU1519* NAVD 88 ORTHO HEIGHT -   986.299 (meters)     3235.88  (feet) ADJUSTED
 PU1519  ______________________________________________________________________
 PU1519  GEOID HEIGHT    -        -16.098 (meters)                     GEOID18
 PU1519  DYNAMIC HEIGHT  -        985.974 (meters)     3234.82  (feet) COMP
 PU1519  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 PU1519
 PU1519  VERT ORDER      -  FIRST     CLASS II
 PU1519
 PU1519.The horizontal coordinates were scaled from a map and have
 PU1519.an estimated accuracy of +/- 6 seconds.
 PU1519
 PU1519.The orthometric height was determined by differential leveling and
 PU1519.adjusted by the NATIONAL GEODETIC SURVEY
 PU1519.in June 1991.
 PU1519
 PU1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1519.GEOID18 height accuracy estimate available here.
 PU1519
 PU1519.Click photographs - Photos may exist for this station.
 PU1519
 PU1519.The dynamic height is computed by dividing the NAVD 88
 PU1519.geopotential number by the normal gravity value computed on the
 PU1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1519.degrees latitude (g = 980.6199 gals.).
 PU1519
 PU1519.The modeled gravity was interpolated from observed gravity values.
 PU1519
 PU1519;                    North         East    Units  Estimated Accuracy
 PU1519;SPC SD S     -   199,820.      371,690.      MT  (+/- 180 meters Scaled)
 PU1519
 PU1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ452842(NAD 83)
 PU1519
 PU1519                          SUPERSEDED SURVEY CONTROL
 PU1519
 PU1519  NGVD 29 (??/??/92)  985.823  (m)         3234.32   (f) ADJ UNCH    1 2
 PU1519
 PU1519.Superseded values are not recommended for survey control.
 PU1519
 PU1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1519.See file dsdata.pdf to determine how the superseded data were derived.
 PU1519
 PU1519_MARKER: DB = BENCH MARK DISK
 PU1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1519_STAMPING: A 132 1934
 PU1519_MARK LOGO: CGS
 PU1519_PROJECTION: FLUSH
 PU1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1519+STABILITY: SURFACE MOTION
 PU1519
 PU1519  HISTORY     - Date     Condition        Report By
 PU1519  HISTORY     - 1934     MONUMENTED       CGS
 PU1519  HISTORY     - 1962     GOOD             CGS
 PU1519  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 PU1519  HISTORY     - 20110217 MARK NOT FOUND   INDIV
 PU1519
 PU1519                          STATION DESCRIPTION
 PU1519
 PU1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1519'2.5 MI NE FROM RAPID CITY.
 PU1519'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1519'RAILWAY FROM THE STATION AT RAPID CITY, 0.4 MILE WEST OF OLD
 PU1519'U.S. HIGHWAY 16 OVERPASS, 0.25 MILE WEST OF THE CROSSING WITH
 PU1519'A PRIVATE DIRT ROAD, 14 1/2 FEET EAST OF THE 3RD TELEPHONE
 PU1519'POLE EAST OF MILE POST 647, 38 FEET SOUTH OF THE SOUTH RAIL,
 PU1519'IN SECTION 29, T 2 N, R 8 E, 2 FEET NORTH OF A FENCE, 1.2 FEET
 PU1519'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU1519'OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PU1519'THE GROUND.
 PU1519
 PU1519                          STATION RECOVERY (2006)
 PU1519
 PU1519'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 PU1519'MARK NOT FOUND.
 PU1519
 PU1519                          STATION RECOVERY (2011)
 PU1519
 PU1519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0196 ***********************************************************************
 OT0196  DESIGNATION -  A 133
 OT0196  PID         -  OT0196
 OT0196  STATE/COUNTY-  SD/SHANNON
 OT0196  COUNTRY     -  US
 OT0196  USGS QUAD   -  MANDERSON (2017)
 OT0196
 OT0196                         *CURRENT SURVEY CONTROL
 OT0196  ______________________________________________________________________
 OT0196* NAD 83(1986) POSITION- 43 12 19.     (N) 102 26 51.     (W)   SCALED
 OT0196* NAVD 88 ORTHO HEIGHT -   930.031 (meters)     3051.28  (feet) ADJUSTED
 OT0196  ______________________________________________________________________
 OT0196  GEOID HEIGHT    -        -18.301 (meters)                     GEOID18
 OT0196  DYNAMIC HEIGHT  -        929.648 (meters)     3050.02  (feet) COMP
 OT0196  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 OT0196
 OT0196  VERT ORDER      -  SECOND    CLASS 0
 OT0196
 OT0196.The horizontal coordinates were scaled from a map and have
 OT0196.an estimated accuracy of +/- 6 seconds.
 OT0196
 OT0196.The orthometric height was determined by differential leveling and
 OT0196.adjusted by the NATIONAL GEODETIC SURVEY
 OT0196.in June 1991.
 OT0196
 OT0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0196.GEOID18 height accuracy estimate available here.
 OT0196
 OT0196.Click photographs - Photos may exist for this station.
 OT0196
 OT0196.The dynamic height is computed by dividing the NAVD 88
 OT0196.geopotential number by the normal gravity value computed on the
 OT0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0196.degrees latitude (g = 980.6199 gals.).
 OT0196
 OT0196.The modeled gravity was interpolated from observed gravity values.
 OT0196
 OT0196;                    North         East    Units  Estimated Accuracy
 OT0196;SPC SD S     -    99,050.      428,210.      MT  (+/- 180 meters Scaled)
 OT0196
 OT0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH073867(NAD 83)
 OT0196
 OT0196                          SUPERSEDED SURVEY CONTROL
 OT0196
 OT0196  NGVD 29 (??/??/92)  929.554  (m)         3049.71   (f) ADJ UNCH    2 0
 OT0196
 OT0196.Superseded values are not recommended for survey control.
 OT0196
 OT0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0196.See file dsdata.pdf to determine how the superseded data were derived.
 OT0196
 OT0196_MARKER: DB = BENCH MARK DISK
 OT0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0196_STAMPING: A 133 1934
 OT0196_MARK LOGO: CGS
 OT0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0196+STABILITY: SURFACE MOTION
 OT0196
 OT0196  HISTORY     - Date     Condition        Report By
 OT0196  HISTORY     - 1934     MONUMENTED       CGS
 OT0196  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0196
 OT0196                          STATION DESCRIPTION
 OT0196
 OT0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0196'2.3 MI S FROM MANDERSON.
 OT0196'2.3 MILES SOUTH ALONG THE ROAD LEADING TO BRENNAN FROM THE POST
 OT0196'OFFICE AT MANDERSON, SHANNON COUNTY, 30 FEET EAST OF THE
 OT0196'CENTERLINE OF THE ROAD, AND 9.5 FEET SOUTH OF A GATEPOST.  A
 OT0196'STANDARD DISK STAMPED A 133 1934 AND SET IN THE TOP OF A CONCRETE
 OT0196'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- ROAD HAS BEEN
 OT0196'REALIGNED.
 OT0196
 OT0196                          STATION RECOVERY (1966)
 OT0196
 OT0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0400 ***********************************************************************
 OT0400  DESIGNATION -  A 134
 OT0400  PID         -  OT0400
 OT0400  STATE/COUNTY-  SD/FALL RIVER
 OT0400  COUNTRY     -  US
 OT0400  USGS QUAD   -  SMITHWICK (2017)
 OT0400
 OT0400                         *CURRENT SURVEY CONTROL
 OT0400  ______________________________________________________________________
 OT0400* NAD 83(1986) POSITION- 43 16 41.     (N) 103 13 54.     (W)   SCALED
 OT0400* NAVD 88 ORTHO HEIGHT -  1010.851 (meters)     3316.43  (feet) ADJUSTED
 OT0400  ______________________________________________________________________
 OT0400  GEOID HEIGHT    -        -16.846 (meters)                     GEOID18
 OT0400  DYNAMIC HEIGHT  -       1010.411 (meters)     3314.99  (feet) COMP
 OT0400  MODELED GRAVITY -    980,150.6   (mgal)                       NAVD 88
 OT0400
 OT0400  VERT ORDER      -  SECOND    CLASS 0
 OT0400
 OT0400.The horizontal coordinates were scaled from a map and have
 OT0400.an estimated accuracy of +/- 6 seconds.
 OT0400
 OT0400.The orthometric height was determined by differential leveling and
 OT0400.adjusted by the NATIONAL GEODETIC SURVEY
 OT0400.in June 1991.
 OT0400
 OT0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0400.GEOID18 height accuracy estimate available here.
 OT0400
 OT0400.Click photographs - Photos may exist for this station.
 OT0400
 OT0400.The dynamic height is computed by dividing the NAVD 88
 OT0400.geopotential number by the normal gravity value computed on the
 OT0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0400.degrees latitude (g = 980.6199 gals.).
 OT0400
 OT0400.The modeled gravity was interpolated from observed gravity values.
 OT0400
 OT0400;                    North         East    Units  Estimated Accuracy
 OT0400;SPC SD S     -   109,050.      364,800.      MT  (+/- 180 meters Scaled)
 OT0400
 OT0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH434932(NAD 83)
 OT0400
 OT0400                          SUPERSEDED SURVEY CONTROL
 OT0400
 OT0400  NGVD 29 (??/??/92) 1010.322  (m)         3314.70   (f) ADJ UNCH    2 0
 OT0400
 OT0400.Superseded values are not recommended for survey control.
 OT0400
 OT0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0400.See file dsdata.pdf to determine how the superseded data were derived.
 OT0400
 OT0400_MARKER: DB = BENCH MARK DISK
 OT0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0400_STAMPING: A 134 1934
 OT0400_MARK LOGO: CGS
 OT0400_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0400+STABILITY: SURFACE MOTION
 OT0400
 OT0400  HISTORY     - Date     Condition        Report By
 OT0400  HISTORY     - 1934     MONUMENTED       CGS
 OT0400
 OT0400                          STATION DESCRIPTION
 OT0400
 OT0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0400'2.1 MI S FROM SMITHWICK.
 OT0400'2.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0400'FROM THE STATION AT SMITHWICK, FALL RIVER COUNTY, 0.25 MILE
 OT0400'SOUTH OF WOODEN TRESTLE H 57, ON THE TOP OF A RISE BETWEEN TWO
 OT0400'FILLS, 45 FEET EAST OF THE EAST RAIL, 2.5 FEET WEST OF THE
 OT0400'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 OT0400'STAMPED A 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0400'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0232 ***********************************************************************
 OT0232  DESIGNATION -  A 135
 OT0232  PID         -  OT0232
 OT0232  STATE/COUNTY-  SD/SHANNON
 OT0232  COUNTRY     -  US
 OT0232  USGS QUAD   -  PINE RIDGE (2017)
 OT0232
 OT0232                         *CURRENT SURVEY CONTROL
 OT0232  ______________________________________________________________________
 OT0232* NAD 83(1986) POSITION- 43 06 11.     (N) 102 37 03.     (W)   SCALED
 OT0232* NAVD 88 ORTHO HEIGHT -   946.045 (meters)     3103.82  (feet) ADJUSTED
 OT0232  ______________________________________________________________________
 OT0232  GEOID HEIGHT    -        -18.068 (meters)                     GEOID18
 OT0232  DYNAMIC HEIGHT  -        945.630 (meters)     3102.45  (feet) COMP
 OT0232  MODELED GRAVITY -    980,149.3   (mgal)                       NAVD 88
 OT0232
 OT0232  VERT ORDER      -  SECOND    CLASS 0
 OT0232
 OT0232.The horizontal coordinates were scaled from a map and have
 OT0232.an estimated accuracy of +/- 6 seconds.
 OT0232
 OT0232.The orthometric height was determined by differential leveling and
 OT0232.adjusted by the NATIONAL GEODETIC SURVEY
 OT0232.in June 1991.
 OT0232
 OT0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0232.GEOID18 height accuracy estimate available here.
 OT0232
 OT0232.Click photographs - Photos may exist for this station.
 OT0232
 OT0232.The dynamic height is computed by dividing the NAVD 88
 OT0232.geopotential number by the normal gravity value computed on the
 OT0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0232.degrees latitude (g = 980.6199 gals.).
 OT0232
 OT0232.The modeled gravity was interpolated from observed gravity values.
 OT0232
 OT0232;                    North         East    Units  Estimated Accuracy
 OT0232;SPC SD S     -    88,070.      414,090.      MT  (+/- 180 meters Scaled)
 OT0232
 OT0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH938750(NAD 83)
 OT0232
 OT0232                          SUPERSEDED SURVEY CONTROL
 OT0232
 OT0232  NGVD 29 (??/??/92)  945.546  (m)         3102.18   (f) ADJ UNCH    2 0
 OT0232
 OT0232.Superseded values are not recommended for survey control.
 OT0232
 OT0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0232.See file dsdata.pdf to determine how the superseded data were derived.
 OT0232
 OT0232_MARKER: DB = BENCH MARK DISK
 OT0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0232_STAMPING: A 135 1934
 OT0232_MARK LOGO: CGS
 OT0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0232+STABILITY: SURFACE MOTION
 OT0232
 OT0232  HISTORY     - Date     Condition        Report By
 OT0232  HISTORY     - 1934     MONUMENTED       CGS
 OT0232  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0232
 OT0232                          STATION DESCRIPTION
 OT0232
 OT0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0232'6.5 MI NW FROM PINE RIDGE.
 OT0232'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE INDIAN AGENCY
 OT0232'OFFICE BUILDING AT PINE RIDGE, SHANNON COUNTY, 0.9 MILE NORTHWEST
 OT0232'OF A WOOD-PILING BRIDGE ACROSS A CREEK, 71.0 FEET NORTHWEST OF
 OT0232'THE WEST END OF A 2 1/2-FOOT CORRUGATED-IRON CULVERT, 51.0 FEET
 OT0232'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 50.0 FEET SOUTHEAST
 OT0232'OF A FENCE LINE LEADING WEST, AND 2.0 FEET SOUTHWEST OF A
 OT0232'FENCE ALONG THE HIGHWAY.  A STANDARD DISK, STAMPED A 135 1934
 OT0232'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OT0232'ABOVE GROUND.
 OT0232
 OT0232                          STATION RECOVERY (1993)
 OT0232
 OT0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0324 ***********************************************************************
 OS0324  DESIGNATION -  A 136
 OS0324  PID         -  OS0324
 OS0324  STATE/COUNTY-  SD/BENNETT
 OS0324  COUNTRY     -  US
 OS0324  USGS QUAD   -  TUTHILL (2017)
 OS0324
 OS0324                         *CURRENT SURVEY CONTROL
 OS0324  ______________________________________________________________________
 OS0324* NAD 83(1986) POSITION- 43 12 55.     (N) 101 24 54.     (W)   SCALED
 OS0324* NAVD 88 ORTHO HEIGHT -   915.976 (meters)     3005.16  (feet) ADJUSTED
 OS0324  ______________________________________________________________________
 OS0324  GEOID HEIGHT    -        -20.629 (meters)                     GEOID18
 OS0324  DYNAMIC HEIGHT  -        915.605 (meters)     3003.95  (feet) COMP
 OS0324  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 OS0324
 OS0324  VERT ORDER      -  SECOND    CLASS 0
 OS0324
 OS0324.The horizontal coordinates were scaled from a map and have
 OS0324.an estimated accuracy of +/- 6 seconds.
 OS0324
 OS0324.The orthometric height was determined by differential leveling and
 OS0324.adjusted by the NATIONAL GEODETIC SURVEY
 OS0324.in June 1991.
 OS0324
 OS0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0324.GEOID18 height accuracy estimate available here.
 OS0324
 OS0324.Click photographs - Photos may exist for this station.
 OS0324
 OS0324.The dynamic height is computed by dividing the NAVD 88
 OS0324.geopotential number by the normal gravity value computed on the
 OS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0324.degrees latitude (g = 980.6199 gals.).
 OS0324
 OS0324.The modeled gravity was interpolated from observed gravity values.
 OS0324
 OS0324;                    North         East    Units  Estimated Accuracy
 OS0324;SPC SD S     -    98,550.      512,120.      MT  (+/- 180 meters Scaled)
 OS0324
 OS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN038875(NAD 83)
 OS0324
 OS0324                          SUPERSEDED SURVEY CONTROL
 OS0324
 OS0324  NGVD 29 (??/??/92)  915.537  (m)         3003.72   (f) ADJ UNCH    2 0
 OS0324
 OS0324.Superseded values are not recommended for survey control.
 OS0324
 OS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0324.See file dsdata.pdf to determine how the superseded data were derived.
 OS0324
 OS0324_MARKER: DB = BENCH MARK DISK
 OS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0324_STAMPING: A 136 1934
 OS0324_MARK LOGO: CGS
 OS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0324+STABILITY: SURFACE MOTION
 OS0324
 OS0324  HISTORY     - Date     Condition        Report By
 OS0324  HISTORY     - 1934     MONUMENTED       CGS
 OS0324
 OS0324                          STATION DESCRIPTION
 OS0324
 OS0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0324'2 MI W FROM VETAL.
 OS0324'IS LOCATED 2 MILES WEST OF VETAL, 5 MILES EAST OF JUNCTION OF
 OS0324'U.S. HWY. 18 AND STATE HWY. 73, 35 FEET NORTH OF CENTERLINE OF
 OS0324'HIGHWAY, 16 FEET WEST OF CENTERLINE OF CROSS ROAD, 7.5 FEET WEST
 OS0324'OF GATE POST, 2 FEET SOUTH OF FENCE.  STANDARD TABLET SET IN
 OS0324'TOP OF CONCRETE POST 6 INCHES HIGH.  STAMPED A 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0179 ***********************************************************************
 OS0179  DESIGNATION -  A 137
 OS0179  PID         -  OS0179
 OS0179  STATE/COUNTY-  SD/TODD
 OS0179  COUNTRY     -  US
 OS0179  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0179
 OS0179                         *CURRENT SURVEY CONTROL
 OS0179  ______________________________________________________________________
 OS0179* NAD 83(1986) POSITION- 43 16 50.     (N) 100 47 56.     (W)   SCALED
 OS0179* NAVD 88 ORTHO HEIGHT -   830.697 (meters)     2725.38  (feet) ADJUSTED
 OS0179  ______________________________________________________________________
 OS0179  GEOID HEIGHT    -        -22.755 (meters)                     GEOID18
 OS0179  DYNAMIC HEIGHT  -        830.364 (meters)     2724.29  (feet) COMP
 OS0179  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 OS0179
 OS0179  VERT ORDER      -  SECOND    CLASS 0
 OS0179
 OS0179.The horizontal coordinates were scaled from a map and have
 OS0179.an estimated accuracy of +/- 6 seconds.
 OS0179
 OS0179.The orthometric height was determined by differential leveling and
 OS0179.adjusted by the NATIONAL GEODETIC SURVEY
 OS0179.in June 1991.
 OS0179
 OS0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0179.GEOID18 height accuracy estimate available here.
 OS0179
 OS0179.Click photographs - Photos may exist for this station.
 OS0179
 OS0179.The dynamic height is computed by dividing the NAVD 88
 OS0179.geopotential number by the normal gravity value computed on the
 OS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0179.degrees latitude (g = 980.6199 gals.).
 OS0179
 OS0179.The modeled gravity was interpolated from observed gravity values.
 OS0179
 OS0179;                    North         East    Units  Estimated Accuracy
 OS0179;SPC SD S     -   105,330.      562,210.      MT  (+/- 180 meters Scaled)
 OS0179
 OS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN540935(NAD 83)
 OS0179
 OS0179                          SUPERSEDED SURVEY CONTROL
 OS0179
 OS0179  NGVD 29 (??/??/92)  830.308  (m)         2724.10   (f) ADJ UNCH    2 0
 OS0179
 OS0179.Superseded values are not recommended for survey control.
 OS0179
 OS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0179.See file dsdata.pdf to determine how the superseded data were derived.
 OS0179
 OS0179_MARKER: DB = BENCH MARK DISK
 OS0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0179_STAMPING: A 137 1934
 OS0179_MARK LOGO: CGS
 OS0179_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0179+STABILITY: SURFACE MOTION
 OS0179
 OS0179  HISTORY     - Date     Condition        Report By
 OS0179  HISTORY     - 1934     MONUMENTED       CGS
 OS0179
 OS0179                          STATION DESCRIPTION
 OS0179
 OS0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0179'5.9 MI E FROM ROSEBUD.
 OS0179'ABOUT 5.9 MILES EAST ALONG U.S. HIGHWAY 18 FROM ROSEBUD, TODD
 OS0179'COUNTY, ABOUT 7.5 MILES WEST OF MISSION, ABOUT 5 MILES WEST
 OS0179'OF THE JUNCTION WITH STATE HIGHWAY 59, 65 FEET SOUTHWEST
 OS0179'OF THE CENTER LINE OF A SIDE ROAD, 47 FEET NORTHWEST OF THE
 OS0179'CENTER LINE OF THE HIGHWAY, 3.2 FEET SOUTHWEST OF A CORNER POST
 OS0179'ON A SECTION LINE, AND 2 FEET SOUTHEAST OF THE FENCE.  A STANDARD
 OS0179'DISK, STAMPED A 137 1934 AND SET IN THE TOP OF A CONCRETE POST
 OS0179'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0059 ***********************************************************************
 OS0059  DESIGNATION -  A 138
 OS0059  PID         -  OS0059
 OS0059  STATE/COUNTY-  SD/TRIPP
 OS0059  COUNTRY     -  US
 OS0059  USGS QUAD   -  WITTEN (2017)
 OS0059
 OS0059                         *CURRENT SURVEY CONTROL
 OS0059  ______________________________________________________________________
 OS0059* NAD 83(1986) POSITION- 43 24 40.     (N) 100 01 39.     (W)   SCALED
 OS0059* NAVD 88 ORTHO HEIGHT -   612.635 (meters)     2009.95  (feet) ADJUSTED
 OS0059  ______________________________________________________________________
 OS0059  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 OS0059  DYNAMIC HEIGHT  -        612.416 (meters)     2009.23  (feet) COMP
 OS0059  MODELED GRAVITY -    980,244.7   (mgal)                       NAVD 88
 OS0059
 OS0059  VERT ORDER      -  SECOND    CLASS 0
 OS0059
 OS0059.The horizontal coordinates were scaled from a map and have
 OS0059.an estimated accuracy of +/- 6 seconds.
 OS0059
 OS0059.The orthometric height was determined by differential leveling and
 OS0059.adjusted by the NATIONAL GEODETIC SURVEY
 OS0059.in June 1991.
 OS0059
 OS0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0059.GEOID18 height accuracy estimate available here.
 OS0059
 OS0059.Click photographs - Photos may exist for this station.
 OS0059
 OS0059.The dynamic height is computed by dividing the NAVD 88
 OS0059.geopotential number by the normal gravity value computed on the
 OS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0059.degrees latitude (g = 980.6199 gals.).
 OS0059
 OS0059.The modeled gravity was interpolated from observed gravity values.
 OS0059
 OS0059;                    North         East    Units  Estimated Accuracy
 OS0059;SPC SD S     -   119,780.      624,770.      MT  (+/- 180 meters Scaled)
 OS0059
 OS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP168069(NAD 83)
 OS0059
 OS0059                          SUPERSEDED SURVEY CONTROL
 OS0059
 OS0059  NGVD 29 (??/??/92)  612.268  (m)         2008.75   (f) ADJ UNCH    2 0
 OS0059
 OS0059.Superseded values are not recommended for survey control.
 OS0059
 OS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0059.See file dsdata.pdf to determine how the superseded data were derived.
 OS0059
 OS0059_MARKER: DB = BENCH MARK DISK
 OS0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0059_STAMPING: A 138 1934
 OS0059_MARK LOGO: CGS
 OS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0059+STABILITY: SURFACE MOTION
 OS0059
 OS0059  HISTORY     - Date     Condition        Report By
 OS0059  HISTORY     - 1934     MONUMENTED       CGS
 OS0059  HISTORY     - 1940     GOOD             CGS
 OS0059  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0059
 OS0059                          STATION DESCRIPTION
 OS0059
 OS0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0059'3.2 MI SE FROM WITTEN.
 OS0059'LOCATED 3.2 MILES SOUTHEAST OF WITTEN ALONG CHICAGO AND NORTH
 OS0059'WESTERN RAILWAY 9 MILES NORTHWEST OF WINNER, AT POINT WHERE
 OS0059'U.S. 83 CROSSES THE TRACKS, 90.5 FEET WEST OF THE INTERSECTION
 OS0059'OF CENTERLINE OF U.S. 83 AND TRACKS, 34.7 FEET NORTHEAST OF
 OS0059'NORTHEAST RAIL, 2 FEET SOUTHWEST OF R/W FENCE.  STANDARD DISK
 OS0059'SET IN TOP OF CONCRETE POST.
 OS0059
 OS0059                          STATION RECOVERY (1940)
 OS0059
 OS0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0059'RECOVERED IN GOOD CONDITION.
 OS0059
 OS0059                          STATION RECOVERY (1977)
 OS0059
 OS0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0537 ***********************************************************************
 OR0537  DESIGNATION -  A 139
 OR0537  PID         -  OR0537
 OR0537  STATE/COUNTY-  SD/GREGORY
 OR0537  COUNTRY     -  US
 OR0537  USGS QUAD   -  BURKE (2017)
 OR0537
 OR0537                         *CURRENT SURVEY CONTROL
 OR0537  ______________________________________________________________________
 OR0537* NAD 83(1986) POSITION- 43 12 12.     (N) 099 21 22.     (W)   SCALED
 OR0537* NAVD 88 ORTHO HEIGHT -   668.286 (meters)     2192.54  (feet) ADJUSTED
 OR0537  ______________________________________________________________________
 OR0537  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 OR0537  DYNAMIC HEIGHT  -        668.031 (meters)     2191.70  (feet) COMP
 OR0537  MODELED GRAVITY -    980,218.5   (mgal)                       NAVD 88
 OR0537
 OR0537  VERT ORDER      -  FIRST     CLASS II
 OR0537
 OR0537.The horizontal coordinates were scaled from a map and have
 OR0537.an estimated accuracy of +/- 6 seconds.
 OR0537
 OR0537.The orthometric height was determined by differential leveling and
 OR0537.adjusted by the NATIONAL GEODETIC SURVEY
 OR0537.in June 1994.
 OR0537
 OR0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0537.GEOID18 height accuracy estimate available here.
 OR0537
 OR0537.Click photographs - Photos may exist for this station.
 OR0537
 OR0537.The dynamic height is computed by dividing the NAVD 88
 OR0537.geopotential number by the normal gravity value computed on the
 OR0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0537.degrees latitude (g = 980.6199 gals.).
 OR0537
 OR0537.The modeled gravity was interpolated from observed gravity values.
 OR0537
 OR0537;                    North         East    Units  Estimated Accuracy
 OR0537;SPC SD S     -    97,120.      679,410.      MT  (+/- 180 meters Scaled)
 OR0537
 OR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN710834(NAD 83)
 OR0537
 OR0537                          SUPERSEDED SURVEY CONTROL
 OR0537
 OR0537  NAVD 88 (06/15/91)  668.268  (m)         2192.48   (f) SUPERSEDED  1 2
 OR0537
 OR0537.Superseded values are not recommended for survey control.
 OR0537
 OR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0537.See file dsdata.pdf to determine how the superseded data were derived.
 OR0537
 OR0537_MARKER: DB = BENCH MARK DISK
 OR0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0537_STAMPING: A 139 1934
 OR0537_MARK LOGO: CGS
 OR0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0537+STABILITY: SURFACE MOTION
 OR0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0537+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0537
 OR0537  HISTORY     - Date     Condition        Report By
 OR0537  HISTORY     - 1934     MONUMENTED       CGS
 OR0537  HISTORY     - 1973     GOOD             NGS
 OR0537  HISTORY     - 19930927 GOOD             NGS
 OR0537  HISTORY     - 20120115 GOOD             INDIV
 OR0537
 OR0537                          STATION DESCRIPTION
 OR0537
 OR0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0537'4 MI SE FROM GREGORY.
 OR0537'ABOUT 4.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0537'RAILWAY FROM THE STATON AT GREGORY, GREGORY COUNTY, ABOUT
 OR0537'180 FEET NORTHEAST OF THE NORTH END OF 3-INCH IRON CULVERT F 332,
 OR0537'AT A SECTION-LINE ROAD CROSSING, 51.0 FEET WEST OF THE CENTER
 OR0537'LINE OF THE ROAD, 45.1 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OR0537'2.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 0.4 FOOT NORTH
 OR0537'OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED A 139
 OR0537'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0537'1 INCH ABOVE GROUND.
 OR0537
 OR0537                          STATION RECOVERY (1973)
 OR0537
 OR0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OR0537'RECOVERED IN GOOD CONDITION.
 OR0537
 OR0537                          STATION RECOVERY (1993)
 OR0537
 OR0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0537'7.3 KM (4.55 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR0537'STATE HIGHWAY 47 IN GREGORY, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG
 OR0537'A TRACK ROAD, 15.0 M (49.2 FT) WEST OF AND LEVEL WITH THE CENTER OF
 OR0537'THE ROAD, 14.7 M (48.2 FT) NORTH OF THE CENTER OF A RAILROAD GRADE
 OR0537'(ABANDONED) , 4.5 M (14.8 FT) WEST OF A T-FENCE CORNER, 0.6 M (2.0
 OR0537'FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3 M
 OR0537'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OR0537'GROUND SURFACE.
 OR0537
 OR0537                          STATION RECOVERY (2012)
 OR0537
 OR0537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0146 ***********************************************************************
 PT0146  DESIGNATION -  A 14
 PT0146  PID         -  PT0146
 PT0146  STATE/COUNTY-  SD/HUGHES
 PT0146  COUNTRY     -  US
 PT0146  USGS QUAD   -  PIERRE (2017)
 PT0146
 PT0146                         *CURRENT SURVEY CONTROL
 PT0146  ______________________________________________________________________
 PT0146* NAD 83(1986) POSITION- 44 21 03.     (N) 100 17 07.     (W)   SCALED
 PT0146* NAVD 88 ORTHO HEIGHT -   442.929 (meters)     1453.18  (feet) ADJUSTED
 PT0146  ______________________________________________________________________
 PT0146  GEOID HEIGHT    -        -23.536 (meters)                     GEOID18
 PT0146  DYNAMIC HEIGHT  -        442.842 (meters)     1452.89  (feet) COMP
 PT0146  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 PT0146
 PT0146  VERT ORDER      -  FIRST     CLASS II
 PT0146
 PT0146.The horizontal coordinates were scaled from a map and have
 PT0146.an estimated accuracy of +/- 6 seconds.
 PT0146
 PT0146.The orthometric height was determined by differential leveling and
 PT0146.adjusted by the NATIONAL GEODETIC SURVEY
 PT0146.in June 1991.
 PT0146
 PT0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0146.GEOID18 height accuracy estimate available here.
 PT0146
 PT0146.Click photographs - Photos may exist for this station.
 PT0146
 PT0146.The dynamic height is computed by dividing the NAVD 88
 PT0146.geopotential number by the normal gravity value computed on the
 PT0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0146.degrees latitude (g = 980.6199 gals.).
 PT0146
 PT0146.The modeled gravity was interpolated from observed gravity values.
 PT0146
 PT0146;                    North         East    Units  Estimated Accuracy
 PT0146;SPC SD S     -   224,140.      603,830.      MT  (+/- 180 meters Scaled)
 PT0146
 PT0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ975116(NAD 83)
 PT0146
 PT0146                          SUPERSEDED SURVEY CONTROL
 PT0146
 PT0146  NGVD 29 (??/??/92)  442.564  (m)         1451.98   (f) ADJ UNCH    1 2
 PT0146
 PT0146.Superseded values are not recommended for survey control.
 PT0146
 PT0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0146.See file dsdata.pdf to determine how the superseded data were derived.
 PT0146
 PT0146_MARKER: DB = BENCH MARK DISK
 PT0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0146_STAMPING: A 14 1926
 PT0146_MARK LOGO: CGS
 PT0146_PROJECTION: FLUSH
 PT0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0146+STABILITY: SURFACE MOTION
 PT0146
 PT0146  HISTORY     - Date     Condition        Report By
 PT0146  HISTORY     - 1926     MONUMENTED       CGS
 PT0146  HISTORY     - 1934     GOOD             CGS
 PT0146
 PT0146                          STATION DESCRIPTION
 PT0146
 PT0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0146'3.5 MI E FROM PIERRE.
 PT0146'3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0146'FROM PIERRE, HUGHES COUNTY, ABOUT 1/3 MILE SOUTHEAST OF THE
 PT0146'SHARP POINT OF A BUTTE, ABOUT 120 FEET SOUTHWEST OF BRIDGE 293,
 PT0146'SOUTHEAST OF A PRIVATE-ROAD CROSSING, 45 FEET SOUTH OF THE
 PT0146'CENTER LINE OF THE TRACK, IN LINE WITH A ROW OF POLES, AND 12
 PT0146'FEET WEST OF THE FIRST POLE WEST OF A GULLY.  A STANDARD DISK,
 PT0146'STAMPED 1451.979 A 14 1926 AND SET IN THE TOP OF A CONCRETE
 PT0146'POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0024 ***********************************************************************
 OS0024  DESIGNATION -  A 140
 OS0024  PID         -  OS0024
 OS0024  STATE/COUNTY-  SD/TRIPP
 OS0024  COUNTRY     -  US
 OS0024  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 OS0024
 OS0024                         *CURRENT SURVEY CONTROL
 OS0024  ______________________________________________________________________
 OS0024* NAD 83(1986) POSITION- 43 39 32.     (N) 100 02 27.     (W)   SCALED
 OS0024* NAVD 88 ORTHO HEIGHT -   581.072 (meters)     1906.40  (feet) ADJUSTED
 OS0024  ______________________________________________________________________
 OS0024  GEOID HEIGHT    -        -25.567 (meters)                     GEOID18
 OS0024  DYNAMIC HEIGHT  -        580.882 (meters)     1905.78  (feet) COMP
 OS0024  MODELED GRAVITY -    980,276.2   (mgal)                       NAVD 88
 OS0024
 OS0024  VERT ORDER      -  SECOND    CLASS 0
 OS0024
 OS0024.The horizontal coordinates were scaled from a map and have
 OS0024.an estimated accuracy of +/- 6 seconds.
 OS0024
 OS0024.The orthometric height was determined by differential leveling and
 OS0024.adjusted by the NATIONAL GEODETIC SURVEY
 OS0024.in June 1991.
 OS0024
 OS0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0024.GEOID18 height accuracy estimate available here.
 OS0024
 OS0024.Click photographs - Photos may exist for this station.
 OS0024
 OS0024.The dynamic height is computed by dividing the NAVD 88
 OS0024.geopotential number by the normal gravity value computed on the
 OS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0024.degrees latitude (g = 980.6199 gals.).
 OS0024
 OS0024.The modeled gravity was interpolated from observed gravity values.
 OS0024
 OS0024;                    North         East    Units  Estimated Accuracy
 OS0024;SPC SD S     -   147,300.      623,590.      MT  (+/- 180 meters Scaled)
 OS0024
 OS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP160345(NAD 83)
 OS0024
 OS0024                          SUPERSEDED SURVEY CONTROL
 OS0024
 OS0024  NGVD 29 (??/??/92)  580.696  (m)         1905.17   (f) ADJ UNCH    2 0
 OS0024
 OS0024.Superseded values are not recommended for survey control.
 OS0024
 OS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0024.See file dsdata.pdf to determine how the superseded data were derived.
 OS0024
 OS0024_MARKER: DB = BENCH MARK DISK
 OS0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0024_STAMPING: A 140 1934
 OS0024_MARK LOGO: CGS
 OS0024_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0024+STABILITY: SURFACE MOTION
 OS0024
 OS0024  HISTORY     - Date     Condition        Report By
 OS0024  HISTORY     - 1934     MONUMENTED       CGS
 OS0024  HISTORY     - 1940     GOOD             CGS
 OS0024
 OS0024                          STATION DESCRIPTION
 OS0024
 OS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0024'19.2 MI S FROM PRESHO.
 OS0024'IN TRIPP COUNTY, ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16
 OS0024'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OS0024'STATION AT PRESO, LYMAN COUNTY, THENCE ABOUT 18.1 MILES SOUTH
 OS0024'ALONG U.S. HIGHWAY 183, ABOUT 3.7 MILES SOUTH OF THE BRIDGE OVER
 OS0024'WHITE RIVER, AT A SECTION CORNER, AT A SECTION-LINE ROAD CROSSING,
 OS0024'59 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 OS0024'NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET EAST OF A FENCE
 OS0024'CORNER, 1.2 FEET SOUTH OF A FENCE LEADING EAST, AND 0.5 FOOT
 OS0024'NORTH OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD
 OS0024'DISK, STAMPED A 140 1934 AND SET IN THE TOP OF A CONCRETE POST
 OS0024'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OS0024
 OS0024                          STATION RECOVERY (1940)
 OS0024
 OS0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0473 ***********************************************************************
 OR0473  DESIGNATION -  A 141
 OR0473  PID         -  OR0473
 OR0473  STATE/COUNTY-  SD/LYMAN
 OR0473  COUNTRY     -  US
 OR0473  USGS QUAD   -  IONA (2017)
 OR0473
 OR0473                         *CURRENT SURVEY CONTROL
 OR0473  ______________________________________________________________________
 OR0473* NAD 83(1986) POSITION- 43 33 20.     (N) 099 25 29.     (W)   SCALED
 OR0473* NAVD 88 ORTHO HEIGHT -   549.209 (meters)     1801.86  (feet) ADJUSTED
 OR0473  ______________________________________________________________________
 OR0473  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 OR0473  DYNAMIC HEIGHT  -        549.033 (meters)     1801.29  (feet) COMP
 OR0473  MODELED GRAVITY -    980,282.9   (mgal)                       NAVD 88
 OR0473
 OR0473  VERT ORDER      -  SECOND    CLASS 0
 OR0473
 OR0473.The horizontal coordinates were scaled from a map and have
 OR0473.an estimated accuracy of +/- 6 seconds.
 OR0473
 OR0473.The orthometric height was determined by differential leveling and
 OR0473.adjusted by the NATIONAL GEODETIC SURVEY
 OR0473.in June 1991.
 OR0473
 OR0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0473.GEOID18 height accuracy estimate available here.
 OR0473
 OR0473.Click photographs - Photos may exist for this station.
 OR0473
 OR0473.The dynamic height is computed by dividing the NAVD 88
 OR0473.geopotential number by the normal gravity value computed on the
 OR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0473.degrees latitude (g = 980.6199 gals.).
 OR0473
 OR0473.The modeled gravity was interpolated from observed gravity values.
 OR0473
 OR0473;                    North         East    Units  Estimated Accuracy
 OR0473;SPC SD S     -   136,180.      673,410.      MT  (+/- 180 meters Scaled)
 OR0473
 OR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP656225(NAD 83)
 OR0473
 OR0473                          SUPERSEDED SURVEY CONTROL
 OR0473
 OR0473  NGVD 29 (??/??/92)  548.885  (m)         1800.80   (f) ADJ UNCH    2 0
 OR0473
 OR0473.Superseded values are not recommended for survey control.
 OR0473
 OR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0473.See file dsdata.pdf to determine how the superseded data were derived.
 OR0473
 OR0473_MARKER: DB = BENCH MARK DISK
 OR0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0473_STAMPING: A 141 1934
 OR0473_MARK LOGO: CGS
 OR0473_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0473+STABILITY: SURFACE MOTION
 OR0473
 OR0473  HISTORY     - Date     Condition        Report By
 OR0473  HISTORY     - 1934     MONUMENTED       CGS
 OR0473  HISTORY     - 1945     GOOD             CGS
 OR0473
 OR0473                          STATION DESCRIPTION
 OR0473
 OR0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0473'0.9 MI FROM IONA.
 OR0473'0.9 MILE NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0473'IONA, LYMAN COUNTY, 0.2 MILE SOUTH OF A SECTION CORNER, 33 FEET
 OR0473'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF A
 OR0473'FENCE.  A STANDARD DISK, STAMPED A 141 1934 AND SET IN THE TOP
 OR0473'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0961 ***********************************************************************
 OR0961  DESIGNATION -  A 142 RESET
 OR0961  PID         -  OR0961
 OR0961  STATE/COUNTY-  SD/TRIPP
 OR0961  COUNTRY     -  US
 OR0961  USGS QUAD   -  WEWELA (2017)
 OR0961
 OR0961                         *CURRENT SURVEY CONTROL
 OR0961  ______________________________________________________________________
 OR0961* NAD 83(1986) POSITION- 43 00 01.     (N) 099 46 15.     (W)   SCALED
 OR0961* NAVD 88 ORTHO HEIGHT -   657.95  (meters)     2158.6   (feet) RESET
 OR0961  ______________________________________________________________________
 OR0961  GEOID HEIGHT    -        -24.215 (meters)                     GEOID18
 OR0961  VERT ORDER      -  THIRD
 OR0961
 OR0961.The horizontal coordinates were scaled from a map and have
 OR0961.an estimated accuracy of +/- 6 seconds.
 OR0961
 OR0961.The orthometric height was computed from unverified reset data.
 OR0961
 OR0961.No vertical observational check was made to the station.
 OR0961
 OR0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0961.GEOID18 height accuracy estimate available here.
 OR0961
 OR0961.Click photographs - Photos may exist for this station.
 OR0961
 OR0961;                    North         East    Units  Estimated Accuracy
 OR0961;SPC SD S     -    74,250.      645,870.      MT  (+/- 180 meters Scaled)
 OR0961
 OR0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN371611(NAD 83)
 OR0961
 OR0961                          SUPERSEDED SURVEY CONTROL
 OR0961
 OR0961  NGVD 29 (04/17/07)  657.64   (m)         2157.6    (f) RESET       3  
 OR0961
 OR0961.Superseded values are not recommended for survey control.
 OR0961
 OR0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0961.See file dsdata.pdf to determine how the superseded data were derived.
 OR0961
 OR0961_MARKER: DV = VERTICAL CONTROL DISK
 OR0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0961_STAMPING: A 142 RESET 1986
 OR0961_MARK LOGO: NGS
 OR0961_PROJECTION: FLUSH
 OR0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0961+STABILITY: SURFACE MOTION
 OR0961
 OR0961  HISTORY     - Date     Condition        Report By
 OR0961  HISTORY     - 1986     MONUMENTED       NGS
 OR0961
 OR0961                          STATION DESCRIPTION
 OR0961
 OR0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OR0961'32.1 KM (19.95 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0961'WITH U.S. HIGHWAY 18 IN COLOME, 0.2 KM (0.10 MI) NORTH FROM THE
 OR0961'SOUTH DAKOTA-NEBRASKA STATE LINE, 3.5 KM (2.15 MI) SOUTH FROM THE
 OR0961'KEYAPAKA RIVER BRIDGE, 41.45 METER (136 FT) NORTH FROM THE CENTER
 OR0961'OF A FARM ROAD WEST AND SOUTH, 19.8 METERS (65 FT) WEST FROM THE
 OR0961'CENTER OF HIGHWAY 183, 0.61 METERS (2 FT) NORTH-EAST OF AN ANGLE
 OR0961'FENCE CORNER POST, 0.3 METERS (1 FT) EAST FROM A WITNESS POST, IN
 OR0961'THE TOP OF A 12-INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 OR0961'0.3 METERS (1 FT) EAST OF THE RIGHT OF WAY FENCE, 2.2 KM (1.35 MI)
 OR0961'SOUTH OF BENCH MARK Z 141 RESET 1986.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0108 ***********************************************************************
 OR0108  DESIGNATION -  A 143
 OR0108  PID         -  OR0108
 OR0108  STATE/COUNTY-  SD/CHARLES MIX
 OR0108  COUNTRY     -  US
 OR0108  USGS QUAD   -  DANTE (2017)
 OR0108
 OR0108                         *CURRENT SURVEY CONTROL
 OR0108  ______________________________________________________________________
 OR0108* NAD 83(1986) POSITION- 43 03 57.     (N) 098 13 11.     (W)   SCALED
 OR0108* NAVD 88 ORTHO HEIGHT -   419.575 (meters)     1376.56  (feet) ADJUSTED
 OR0108  ______________________________________________________________________
 OR0108  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 OR0108  DYNAMIC HEIGHT  -        419.432 (meters)     1376.09  (feet) COMP
 OR0108  MODELED GRAVITY -    980,269.6   (mgal)                       NAVD 88
 OR0108
 OR0108  VERT ORDER      -  SECOND    CLASS 0
 OR0108
 OR0108.The horizontal coordinates were scaled from a map and have
 OR0108.an estimated accuracy of +/- 6 seconds.
 OR0108
 OR0108.The orthometric height was determined by differential leveling and
 OR0108.adjusted by the NATIONAL GEODETIC SURVEY
 OR0108.in June 1991.
 OR0108
 OR0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0108.GEOID18 height accuracy estimate available here.
 OR0108
 OR0108.Click photographs - Photos may exist for this station.
 OR0108
 OR0108.The dynamic height is computed by dividing the NAVD 88
 OR0108.geopotential number by the normal gravity value computed on the
 OR0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0108.degrees latitude (g = 980.6199 gals.).
 OR0108
 OR0108.The modeled gravity was interpolated from observed gravity values.
 OR0108
 OR0108;                    North         East    Units  Estimated Accuracy
 OR0108;SPC SD S     -    83,570.      772,140.      MT  (+/- 180 meters Scaled)
 OR0108
 OR0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN635684(NAD 83)
 OR0108
 OR0108                          SUPERSEDED SURVEY CONTROL
 OR0108
 OR0108  NGVD 29 (??/??/92)  419.299  (m)         1375.65   (f) ADJ UNCH    2 0
 OR0108
 OR0108.Superseded values are not recommended for survey control.
 OR0108
 OR0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0108.See file dsdata.pdf to determine how the superseded data were derived.
 OR0108
 OR0108_MARKER: DB = BENCH MARK DISK
 OR0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0108_STAMPING: A 143 1934
 OR0108_MARK LOGO: CGS
 OR0108_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0108+STABILITY: SURFACE MOTION
 OR0108
 OR0108  HISTORY     - Date     Condition        Report By
 OR0108  HISTORY     - 1934     MONUMENTED       CGS
 OR0108
 OR0108                          STATION DESCRIPTION
 OR0108
 OR0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0108'3.8 MI E FROM WAGNER.
 OR0108'3.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0108'RAILROAD FROM THE STATION AT WAGNER, CHARLES MIX COUNTY, 2.9
 OR0108'MILES NORTHWEST OF THE STATION AT DANTE, 72 FEET EAST OF THE
 OR0108'EAST END OF TRESTLE 1034, AT A ROAD CROSSING, 51 FEET NORTH OF
 OR0108'THE CENTER OF THE CROSSING, 47.6 FEET NORTH OF THE NORTH RAIL,
 OR0108'12 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 1.1 FEET WEST
 OR0108'OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 143 1934 AND SET
 OR0108'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0078 ***********************************************************************
 OR0078  DESIGNATION -  A 144
 OR0078  PID         -  OR0078
 OR0078  STATE/COUNTY-  SD/DOUGLAS
 OR0078  COUNTRY     -  US
 OR0078  USGS QUAD   -  ARMOUR SW (2017)
 OR0078
 OR0078                         *CURRENT SURVEY CONTROL
 OR0078  ______________________________________________________________________
 OR0078* NAD 83(1986) POSITION- 43 21 22.     (N) 098 24 14.     (W)   SCALED
 OR0078* NAVD 88 ORTHO HEIGHT -   478.294 (meters)     1569.20  (feet) ADJUSTED
 OR0078  ______________________________________________________________________
 OR0078  GEOID HEIGHT    -        -26.612 (meters)                     GEOID18
 OR0078  DYNAMIC HEIGHT  -        478.142 (meters)     1568.70  (feet) COMP
 OR0078  MODELED GRAVITY -    980,287.7   (mgal)                       NAVD 88
 OR0078
 OR0078  VERT ORDER      -  SECOND    CLASS 0
 OR0078
 OR0078.The horizontal coordinates were scaled from a map and have
 OR0078.an estimated accuracy of +/- 6 seconds.
 OR0078
 OR0078.The orthometric height was determined by differential leveling and
 OR0078.adjusted by the NATIONAL GEODETIC SURVEY
 OR0078.in June 1991.
 OR0078
 OR0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0078.GEOID18 height accuracy estimate available here.
 OR0078
 OR0078.Click photographs - Photos may exist for this station.
 OR0078
 OR0078.The dynamic height is computed by dividing the NAVD 88
 OR0078.geopotential number by the normal gravity value computed on the
 OR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0078.degrees latitude (g = 980.6199 gals.).
 OR0078
 OR0078.The modeled gravity was interpolated from observed gravity values.
 OR0078
 OR0078;                    North         East    Units  Estimated Accuracy
 OR0078;SPC SD S     -   115,440.      756,390.      MT  (+/- 180 meters Scaled)
 OR0078
 OR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP483005(NAD 83)
 OR0078
 OR0078                          SUPERSEDED SURVEY CONTROL
 OR0078
 OR0078  NGVD 29 (??/??/92)  477.972  (m)         1568.15   (f) ADJ UNCH    2 0
 OR0078
 OR0078.Superseded values are not recommended for survey control.
 OR0078
 OR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0078.See file dsdata.pdf to determine how the superseded data were derived.
 OR0078
 OR0078_MARKER: DB = BENCH MARK DISK
 OR0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0078_STAMPING: A 144 1934
 OR0078_MARK LOGO: CGS
 OR0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0078+STABILITY: SURFACE MOTION
 OR0078
 OR0078  HISTORY     - Date     Condition        Report By
 OR0078  HISTORY     - 1934     MONUMENTED       CGS
 OR0078
 OR0078                          STATION DESCRIPTION
 OR0078
 OR0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0078'4.1 MI N FROM ARMOUR.
 OR0078'ABOUT 4.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0078'PACIFIC RAILROAD FROM THE COUNTY COURTHOUSE AT ARMOUR, DOUGLAS
 OR0078'COUNTY, AT A SECTION-ROAD CROSSING, ABOUT 60 YARDS SOUTH OF THE
 OR0078'CENTER LINE OF THE SECTION ROAD, ABOUT 50 FEET EAST OF THE CENTER
 OR0078'LINE OF STATE HIGHWAY 41, AND 36 FEET WEST OF THE WEST RAIL.
 OR0078'A STANDARD DISK, STAMPED A 144 1934 AND SET IN THE TOP OF A
 OR0078'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0092 ***********************************************************************
 OR0092  DESIGNATION -  A 145
 OR0092  PID         -  OR0092
 OR0092  STATE/COUNTY-  SD/HUTCHINSON
 OR0092  COUNTRY     -  US
 OR0092  USGS QUAD   -  OAK HOLLOW (2017)
 OR0092
 OR0092                         *CURRENT SURVEY CONTROL
 OR0092  ______________________________________________________________________
 OR0092* NAD 83(1986) POSITION- 43 14 42.     (N) 098 02 28.     (W)   SCALED
 OR0092* NAVD 88 ORTHO HEIGHT -   481.377 (meters)     1579.32  (feet) ADJUSTED
 OR0092  ______________________________________________________________________
 OR0092  GEOID HEIGHT    -        -26.555 (meters)                     GEOID18
 OR0092  DYNAMIC HEIGHT  -        481.220 (meters)     1578.80  (feet) COMP
 OR0092  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 OR0092
 OR0092  VERT ORDER      -  SECOND    CLASS 0
 OR0092
 OR0092.The horizontal coordinates were scaled from a map and have
 OR0092.an estimated accuracy of +/- 6 seconds.
 OR0092
 OR0092.The orthometric height was determined by differential leveling and
 OR0092.adjusted by the NATIONAL GEODETIC SURVEY
 OR0092.in June 1991.
 OR0092
 OR0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0092.GEOID18 height accuracy estimate available here.
 OR0092
 OR0092.Click photographs - Photos may exist for this station.
 OR0092
 OR0092.The dynamic height is computed by dividing the NAVD 88
 OR0092.geopotential number by the normal gravity value computed on the
 OR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0092.degrees latitude (g = 980.6199 gals.).
 OR0092
 OR0092.The modeled gravity was interpolated from observed gravity values.
 OR0092
 OR0092;                    North         East    Units  Estimated Accuracy
 OR0092;SPC SD S     -   103,850.      786,130.      MT  (+/- 180 meters Scaled)
 OR0092
 OR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN778884(NAD 83)
 OR0092
 OR0092                          SUPERSEDED SURVEY CONTROL
 OR0092
 OR0092  NGVD 29 (??/??/92)  481.058  (m)         1578.27   (f) ADJ UNCH    2 0
 OR0092
 OR0092.Superseded values are not recommended for survey control.
 OR0092
 OR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0092.See file dsdata.pdf to determine how the superseded data were derived.
 OR0092
 OR0092_MARKER: DB = BENCH MARK DISK
 OR0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0092_STAMPING: A 145 1934
 OR0092_MARK LOGO: CGS
 OR0092_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0092+STABILITY: SURFACE MOTION
 OR0092
 OR0092  HISTORY     - Date     Condition        Report By
 OR0092  HISTORY     - 1934     MONUMENTED       CGS
 OR0092
 OR0092                          STATION DESCRIPTION
 OR0092
 OR0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0092'4 MI NW FROM TRIPP.
 OR0092'4.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0092'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OR0092'56 YARDS SOUTHEAST OF MILEPOST 4, AT A QUARTER-SECTION-LINE
 OR0092'CROSSING, 82 FEET SOUTHWEST OF A ROAD CROSSING, 75.5 FEET
 OR0092'NORTHWEST OF A FARM GATE, 45.6 FEET SOUTHWEST OF THE SOUTHWEST
 OR0092'RAIL, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OR0092'DISK, STAMPED A 145 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0092'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0061 ***********************************************************************
 OR0061  DESIGNATION -  A 147
 OR0061  PID         -  OR0061
 OR0061  STATE/COUNTY-  SD/DAVISON
 OR0061  COUNTRY     -  US
 OR0061  USGS QUAD   -  MITCHELL (2017)
 OR0061
 OR0061                         *CURRENT SURVEY CONTROL
 OR0061  ______________________________________________________________________
 OR0061* NAD 83(1986) POSITION- 43 37 49.58   (N) 098 00 11.88   (W)   HD_HELD1
 OR0061* NAVD 88 ORTHO HEIGHT -   402.344 (meters)     1320.02  (feet) ADJUSTED
 OR0061  ______________________________________________________________________
 OR0061  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 OR0061  DYNAMIC HEIGHT  -        402.240 (meters)     1319.68  (feet) COMP
 OR0061  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 OR0061
 OR0061  VERT ORDER      -  SECOND    CLASS 0
 OR0061
 OR0061.The horizontal coordinates were determined by differentially corrected
 OR0061.hand held GPS observations or other comparable positioning techniques
 OR0061.and have an estimated accuracy of +/- 3 meters.
 OR0061
 OR0061.The orthometric height was determined by differential leveling and
 OR0061.adjusted by the NATIONAL GEODETIC SURVEY
 OR0061.in June 1991.
 OR0061
 OR0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0061.GEOID18 height accuracy estimate available here.
 OR0061
 OR0061.Click photographs - Photos may exist for this station.
 OR0061
 OR0061.The dynamic height is computed by dividing the NAVD 88
 OR0061.geopotential number by the normal gravity value computed on the
 OR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0061.degrees latitude (g = 980.6199 gals.).
 OR0061
 OR0061.The modeled gravity was interpolated from observed gravity values.
 OR0061
 OR0061;                    North         East    Units  Estimated Accuracy
 OR0061;SPC SD S     -   146,734.2     787,997.0     MT  (+/- 3 meters HH1 GPS) 
 OR0061
 OR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8040431310(NAD 83)
 OR0061
 OR0061                          SUPERSEDED SURVEY CONTROL
 OR0061
 OR0061  NGVD 29 (??/??/92)  402.047  (m)         1319.05   (f) ADJ UNCH    2 0
 OR0061
 OR0061.Superseded values are not recommended for survey control.
 OR0061
 OR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0061.See file dsdata.pdf to determine how the superseded data were derived.
 OR0061
 OR0061_MARKER: DB = BENCH MARK DISK
 OR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0061_STAMPING: A 147 1934
 OR0061_MARK LOGO: CGS
 OR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0061+STABILITY: SURFACE MOTION
 OR0061
 OR0061  HISTORY     - Date     Condition        Report By
 OR0061  HISTORY     - 1934     MONUMENTED       CGS
 OR0061
 OR0061                          STATION DESCRIPTION
 OR0061
 OR0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0061'5.5 MI N FROM ETHAN.
 OR0061'5.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0061'PACIFIC RAILROAD FROM THE STATION AT ETHAN, DAVISON COUNTY,
 OR0061'ABOUT 270 FEET NORTH OF THE CENTER LINE OF A SECTION ROAD,
 OR0061'46.5 FEET EAST OF THE EAST RAIL, AND 1.5 FEET WEST OF THE
 OR0061'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED A 147 1934
 OR0061'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OR0061'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0416 ***********************************************************************
 OQ0416  DESIGNATION -  A 148
 OQ0416  PID         -  OQ0416
 OQ0416  STATE/COUNTY-  SD/TURNER
 OQ0416  COUNTRY     -  US
 OQ0416  USGS QUAD   -  HURLEY (2017)
 OQ0416
 OQ0416                         *CURRENT SURVEY CONTROL
 OQ0416  ______________________________________________________________________
 OQ0416* NAD 83(1986) POSITION- 43 18 02.     (N) 097 05 19.     (W)   SCALED
 OQ0416* NAVD 88 ORTHO HEIGHT -   386.700 (meters)     1268.70  (feet) ADJUSTED
 OQ0416  ______________________________________________________________________
 OQ0416  GEOID HEIGHT    -        -26.190 (meters)                     GEOID18
 OQ0416  DYNAMIC HEIGHT  -        386.595 (meters)     1268.35  (feet) COMP
 OQ0416  MODELED GRAVITY -    980,336.2   (mgal)                       NAVD 88
 OQ0416
 OQ0416  VERT ORDER      -  SECOND    CLASS 0
 OQ0416
 OQ0416.The horizontal coordinates were scaled from a map and have
 OQ0416.an estimated accuracy of +/- 6 seconds.
 OQ0416
 OQ0416.The orthometric height was determined by differential leveling and
 OQ0416.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0416.in June 1991.
 OQ0416
 OQ0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0416.GEOID18 height accuracy estimate available here.
 OQ0416
 OQ0416.Click photographs - Photos may exist for this station.
 OQ0416
 OQ0416.The dynamic height is computed by dividing the NAVD 88
 OQ0416.geopotential number by the normal gravity value computed on the
 OQ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0416.degrees latitude (g = 980.6199 gals.).
 OQ0416
 OQ0416.The modeled gravity was interpolated from observed gravity values.
 OQ0416
 OQ0416;                    North         East    Units  Estimated Accuracy
 OQ0416;SPC SD S     -   112,590.      863,200.      MT  (+/- 180 meters Scaled)
 OQ0416
 OQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN550959(NAD 83)
 OQ0416
 OQ0416                          SUPERSEDED SURVEY CONTROL
 OQ0416
 OQ0416  NGVD 29 (??/??/92)  386.465  (m)         1267.93   (f) ADJ UNCH    2 0
 OQ0416
 OQ0416.Superseded values are not recommended for survey control.
 OQ0416
 OQ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0416.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0416
 OQ0416_MARKER: DB = BENCH MARK DISK
 OQ0416_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0416_STAMPING: A 148 1934
 OQ0416_MARK LOGO: CGS
 OQ0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0416
 OQ0416  HISTORY     - Date     Condition        Report By
 OQ0416  HISTORY     - 1934     MONUMENTED       CGS
 OQ0416  HISTORY     - 1940     GOOD             CGS
 OQ0416
 OQ0416                          STATION DESCRIPTION
 OQ0416
 OQ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0416'1.2 MI NW FROM HURLEY.
 OQ0416'1.2 MILES NORTH WEST OF THE RAILROAD STATION AT HURLEY, ALONG
 OQ0416'THE C. AND N.W. RR., AT SECTION LINE ROAD, 4 POLES SOUTH EAST OF
 OQ0416'MILE POST 42, 46.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 85.8
 OQ0416'FEET NORTH WEST OF THE CENTER OF SECTION LINE ROAD, 0.5 FOOT
 OQ0416'SOUTH OF WHITE MARKER POST, 7 INCHES ABOVE GROUND.  A STANDARD
 OQ0416'DISK IN PRE CAST POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0385 ***********************************************************************
 OQ0385  DESIGNATION -  A 149
 OQ0385  PID         -  OQ0385
 OQ0385  STATE/COUNTY-  SD/TURNER
 OQ0385  COUNTRY     -  US
 OQ0385  USGS QUAD   -  PARKER (2017)
 OQ0385
 OQ0385                         *CURRENT SURVEY CONTROL
 OQ0385  ______________________________________________________________________
 OQ0385* NAD 83(1986) POSITION- 43 23 41.     (N) 097 08 27.     (W)   SCALED
 OQ0385* NAVD 88 ORTHO HEIGHT -   410.562 (meters)     1346.99  (feet) ADJUSTED
 OQ0385  ______________________________________________________________________
 OQ0385  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 OQ0385  DYNAMIC HEIGHT  -        410.452 (meters)     1346.62  (feet) COMP
 OQ0385  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 OQ0385
 OQ0385  VERT ORDER      -  SECOND    CLASS 0
 OQ0385
 OQ0385.The horizontal coordinates were scaled from a map and have
 OQ0385.an estimated accuracy of +/- 6 seconds.
 OQ0385
 OQ0385.The orthometric height was determined by differential leveling and
 OQ0385.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0385.in June 1991.
 OQ0385
 OQ0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0385.GEOID18 height accuracy estimate available here.
 OQ0385
 OQ0385.Click photographs - Photos may exist for this station.
 OQ0385
 OQ0385.The dynamic height is computed by dividing the NAVD 88
 OQ0385.geopotential number by the normal gravity value computed on the
 OQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0385.degrees latitude (g = 980.6199 gals.).
 OQ0385
 OQ0385.The modeled gravity was interpolated from observed gravity values.
 OQ0385
 OQ0385;                    North         East    Units  Estimated Accuracy
 OQ0385;SPC SD S     -   122,880.      858,560.      MT  (+/- 180 meters Scaled)
 OQ0385
 OQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP505063(NAD 83)
 OQ0385
 OQ0385                          SUPERSEDED SURVEY CONTROL
 OQ0385
 OQ0385  NGVD 29 (??/??/92)  410.304  (m)         1346.14   (f) ADJ UNCH    2 0
 OQ0385
 OQ0385.Superseded values are not recommended for survey control.
 OQ0385
 OQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0385.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0385
 OQ0385_MARKER: DB = BENCH MARK DISK
 OQ0385_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0385_STAMPING: A 149 1934
 OQ0385_MARK LOGO: CGS
 OQ0385_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0385
 OQ0385  HISTORY     - Date     Condition        Report By
 OQ0385  HISTORY     - 1934     MONUMENTED       CGS
 OQ0385  HISTORY     - 1966     MARK NOT FOUND   CGS
 OQ0385  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0385
 OQ0385                          STATION DESCRIPTION
 OQ0385
 OQ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OQ0385'AT PARKER.
 OQ0385'AT PARKER, TURNER COUNTY, ABOUT 0.2 MILE WEST OF THE CHICAGO,
 OQ0385'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 43 YARDS
 OQ0385'EAST OF THE WEST END OF THE SWITCH OF THE NORTH SIDETRACK,
 OQ0385'AND 32.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SIDETRACK,
 OQ0385'SET ON TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 OQ0385
 OQ0385                          STATION RECOVERY (1966)
 OQ0385
 OQ0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0385'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0012 ***********************************************************************
 PT0012  DESIGNATION -  A 15
 PT0012  PID         -  PT0012
 PT0012  STATE/COUNTY-  SD/SULLY
 PT0012  COUNTRY     -  US
 PT0012  USGS QUAD   -  AGAR (2017)
 PT0012
 PT0012                         *CURRENT SURVEY CONTROL
 PT0012  ______________________________________________________________________
 PT0012* NAD 83(1986) POSITION- 44 47 56.     (N) 100 03 37.     (W)   SCALED
 PT0012* NAVD 88 ORTHO HEIGHT -   550.309 (meters)     1805.47  (feet) ADJUSTED
 PT0012  ______________________________________________________________________
 PT0012  GEOID HEIGHT    -        -22.875 (meters)                     GEOID18
 PT0012  DYNAMIC HEIGHT  -        550.213 (meters)     1805.16  (feet) COMP
 PT0012  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 PT0012
 PT0012  VERT ORDER      -  FIRST     CLASS II
 PT0012
 PT0012.The horizontal coordinates were scaled from a map and have
 PT0012.an estimated accuracy of +/- 6 seconds.
 PT0012
 PT0012.The orthometric height was determined by differential leveling and
 PT0012.adjusted by the NATIONAL GEODETIC SURVEY
 PT0012.in June 1991.
 PT0012
 PT0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0012.GEOID18 height accuracy estimate available here.
 PT0012
 PT0012.Click photographs - Photos may exist for this station.
 PT0012
 PT0012.The dynamic height is computed by dividing the NAVD 88
 PT0012.geopotential number by the normal gravity value computed on the
 PT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0012.degrees latitude (g = 980.6199 gals.).
 PT0012
 PT0012.The modeled gravity was interpolated from observed gravity values.
 PT0012
 PT0012;                    North         East    Units  Estimated Accuracy
 PT0012;SPC SD N     -   107,300.      595,230.      MT  (+/- 180 meters Scaled)
 PT0012
 PT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ161611(NAD 83)
 PT0012
 PT0012                          SUPERSEDED SURVEY CONTROL
 PT0012
 PT0012  NGVD 29 (??/??/92)  549.955  (m)         1804.31   (f) ADJ UNCH    1 2
 PT0012
 PT0012.Superseded values are not recommended for survey control.
 PT0012
 PT0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0012.See file dsdata.pdf to determine how the superseded data were derived.
 PT0012
 PT0012_MARKER: DB = BENCH MARK DISK
 PT0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0012_STAMPING: 1804.261 A 15 1926
 PT0012_MARK LOGO: CGS
 PT0012_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0012+STABILITY: SURFACE MOTION
 PT0012
 PT0012  HISTORY     - Date     Condition        Report By
 PT0012  HISTORY     - 1926     MONUMENTED       CGS
 PT0012  HISTORY     - 1964     GOOD             USGS
 PT0012
 PT0012                          STATION DESCRIPTION
 PT0012
 PT0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0012'2.5 MI S FROM AGAR.
 PT0012'2.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0012'FROM THE STATION AT AGAR, SULLY COUNTY, AT THE CROSSING OF
 PT0012'U.S. HIGHWAY 83, ABOUT 45 YARDS SOUTHEAST OF THE CROSSING,
 PT0012'46 FEET EAST OF THE CENTER LINE OF THE TRACK, 3 FEET WEST OF
 PT0012'THE EAST RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.
 PT0012'A STANDARD DISK, STAMPED 1804.261 A 15 1926 AND SET IN THE
 PT0012'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PT0012'IN THE SW 1/4 SEC. 1, T. 115 N., R. 77 W., 130 FT. SE.
 PT0012
 PT0012                          STATION RECOVERY (1964)
 PT0012
 PT0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0447 ***********************************************************************
 OQ0447  DESIGNATION -  A 150
 OQ0447  PID         -  OQ0447
 OQ0447  STATE/COUNTY-  SD/BON HOMME
 OQ0447  COUNTRY     -  US
 OQ0447  USGS QUAD   -  TRIPP SE (2017)
 OQ0447
 OQ0447                         *CURRENT SURVEY CONTROL
 OQ0447  ______________________________________________________________________
 OQ0447* NAD 83(1986) POSITION- 43 02 04.     (N) 097 49 24.     (W)   SCALED
 OQ0447* NAVD 88 ORTHO HEIGHT -   437.419 (meters)     1435.10  (feet) ADJUSTED
 OQ0447  ______________________________________________________________________
 OQ0447  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 OQ0447  DYNAMIC HEIGHT  -        437.284 (meters)     1434.66  (feet) COMP
 OQ0447  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 OQ0447
 OQ0447  VERT ORDER      -  SECOND    CLASS 0
 OQ0447
 OQ0447.The horizontal coordinates were scaled from a map and have
 OQ0447.an estimated accuracy of +/- 6 seconds.
 OQ0447
 OQ0447.The orthometric height was determined by differential leveling and
 OQ0447.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0447.in June 1991.
 OQ0447
 OQ0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0447.GEOID18 height accuracy estimate available here.
 OQ0447
 OQ0447.Click photographs - Photos may exist for this station.
 OQ0447
 OQ0447.The dynamic height is computed by dividing the NAVD 88
 OQ0447.geopotential number by the normal gravity value computed on the
 OQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0447.degrees latitude (g = 980.6199 gals.).
 OQ0447
 OQ0447.The modeled gravity was interpolated from observed gravity values.
 OQ0447
 OQ0447;                    North         East    Units  Estimated Accuracy
 OQ0447;SPC SD S     -    80,980.      804,510.      MT  (+/- 180 meters Scaled)
 OQ0447
 OQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN958653(NAD 83)
 OQ0447
 OQ0447                          SUPERSEDED SURVEY CONTROL
 OQ0447
 OQ0447  NGVD 29 (??/??/92)  437.164  (m)         1434.26   (f) ADJ UNCH    2 0
 OQ0447
 OQ0447.Superseded values are not recommended for survey control.
 OQ0447
 OQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0447.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0447
 OQ0447_MARKER: DB = BENCH MARK DISK
 OQ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0447_STAMPING: A 150 1934
 OQ0447_MARK LOGO: CGS
 OQ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0447+STABILITY: SURFACE MOTION
 OQ0447
 OQ0447  HISTORY     - Date     Condition        Report By
 OQ0447  HISTORY     - 1934     MONUMENTED       CGS
 OQ0447  HISTORY     - 1974     MARK NOT FOUND   USGS
 OQ0447
 OQ0447                          STATION DESCRIPTION
 OQ0447
 OQ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0447'3.6 MI NE FROM TYNDALL.
 OQ0447'3.6 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0447'PACIFIC RAILROAD FROM THE STATION AT TYNDALL, BON HOMME COUNTY,
 OQ0447'ABOUT 0.5 MILE NORTHEAST OF MILEPOST 41, 43.5 FEET SOUTHEAST OF
 OQ0447'THE SOUTHEAST RAIL, 43 FEET SOUTHWEST OF A FENCE CORNER, AND 2
 OQ0447'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OQ0447'STAMPED A 150 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0447'PROJECTING ABOUT 5 INCHES ABOVE GROUND.  NOTE-- AREA DESCRIBED
 OQ0447'IN CULTIVATED FIELD.
 OQ0447
 OQ0447                          STATION RECOVERY (1974)
 OQ0447
 OQ0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OQ0447'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0395 ***********************************************************************
 OQ0395  DESIGNATION -  A 151
 OQ0395  PID         -  OQ0395
 OQ0395  STATE/COUNTY-  SD/CLAY
 OQ0395  COUNTRY     -  US
 OQ0395  USGS QUAD   -  IRENE (2017)
 OQ0395
 OQ0395                         *CURRENT SURVEY CONTROL
 OQ0395  ______________________________________________________________________
 OQ0395* NAD 83(1986) POSITION- 43 03 57.97   (N) 097 09 39.06   (W)   HD_HELD1
 OQ0395* NAVD 88 ORTHO HEIGHT -   414.643 (meters)     1360.37  (feet) ADJUSTED
 OQ0395  ______________________________________________________________________
 OQ0395  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 OQ0395  DYNAMIC HEIGHT  -        414.521 (meters)     1359.97  (feet) COMP
 OQ0395  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 OQ0395
 OQ0395  VERT ORDER      -  SECOND    CLASS 0
 OQ0395
 OQ0395.The horizontal coordinates were determined by differentially corrected
 OQ0395.hand held GPS observations or other comparable positioning techniques
 OQ0395.and have an estimated accuracy of +/- 3 meters.
 OQ0395
 OQ0395.The orthometric height was determined by differential leveling and
 OQ0395.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0395.in June 1991.
 OQ0395
 OQ0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0395.GEOID18 height accuracy estimate available here.
 OQ0395
 OQ0395.Click photographs - Photos may exist for this station.
 OQ0395
 OQ0395.The dynamic height is computed by dividing the NAVD 88
 OQ0395.geopotential number by the normal gravity value computed on the
 OQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0395.degrees latitude (g = 980.6199 gals.).
 OQ0395
 OQ0395.The modeled gravity was interpolated from observed gravity values.
 OQ0395
 OQ0395;                    North         East    Units  Estimated Accuracy
 OQ0395;SPC SD S     -    86,338.9     858,334.9     MT  (+/- 3 meters HH1 GPS) 
 OQ0395
 OQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4974769796(NAD 83)
 OQ0395
 OQ0395                          SUPERSEDED SURVEY CONTROL
 OQ0395
 OQ0395  NGVD 29 (??/??/92)  414.416  (m)         1359.63   (f) ADJ UNCH    2 0
 OQ0395
 OQ0395.Superseded values are not recommended for survey control.
 OQ0395
 OQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0395.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0395
 OQ0395_MARKER: DB = BENCH MARK DISK
 OQ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0395_STAMPING: A 151 1934
 OQ0395_MARK LOGO: CGS
 OQ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0395+STABILITY: SURFACE MOTION
 OQ0395
 OQ0395  HISTORY     - Date     Condition        Report By
 OQ0395  HISTORY     - 1934     MONUMENTED       CGS
 OQ0395
 OQ0395                          STATION DESCRIPTION
 OQ0395
 OQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0395'1 MI SW FROM IRENE.
 OQ0395'LOCATED 1 MILE SOUTHWEST OF STATION AT IRENE, ALONG GREAT NORTHERN
 OQ0395'RWY., 0.2 OF MILE NORTH OF M.P. 188, 75 FEET NORTH OF CENTERLINE
 OQ0395'OF FARM ROAD CROSSING TRACKS, 42.6 FEET WEST OF WEST RAIL, 3
 OQ0395'FEET EAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 OQ0395'POST 6 INCHES HIGH.  STAMPED A-151--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0220 ***********************************************************************
 QR0220  DESIGNATION -  A 16
 QR0220  PID         -  QR0220
 QR0220  STATE/COUNTY-  SD/FAULK
 QR0220  COUNTRY     -  US
 QR0220  USGS QUAD   -  ONAKA SW (2017)
 QR0220
 QR0220                         *CURRENT SURVEY CONTROL
 QR0220  ______________________________________________________________________
 QR0220* NAD 83(1986) POSITION- 45 03 32.     (N) 099 29 29.     (W)   SCALED
 QR0220* NAVD 88 ORTHO HEIGHT -   573.868 (meters)     1882.77  (feet) ADJUSTED
 QR0220  ______________________________________________________________________
 QR0220  GEOID HEIGHT    -        -22.920 (meters)                     GEOID18
 QR0220  DYNAMIC HEIGHT  -        573.788 (meters)     1882.50  (feet) COMP
 QR0220  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 QR0220
 QR0220  VERT ORDER      -  FIRST     CLASS II
 QR0220
 QR0220.The horizontal coordinates were scaled from a map and have
 QR0220.an estimated accuracy of +/- 6 seconds.
 QR0220
 QR0220.The orthometric height was determined by differential leveling and
 QR0220.adjusted by the NATIONAL GEODETIC SURVEY
 QR0220.in June 1991.
 QR0220
 QR0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0220.GEOID18 height accuracy estimate available here.
 QR0220
 QR0220.Click photographs - Photos may exist for this station.
 QR0220
 QR0220.The dynamic height is computed by dividing the NAVD 88
 QR0220.geopotential number by the normal gravity value computed on the
 QR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0220.degrees latitude (g = 980.6199 gals.).
 QR0220
 QR0220.The modeled gravity was interpolated from observed gravity values.
 QR0220
 QR0220;                    North         East    Units  Estimated Accuracy
 QR0220;SPC SD N     -   136,310.      640,060.      MT  (+/- 180 meters Scaled)
 QR0220
 QR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ613896(NAD 83)
 QR0220
 QR0220                          SUPERSEDED SURVEY CONTROL
 QR0220
 QR0220  NGVD 29 (??/??/92)  573.503  (m)         1881.57   (f) ADJ UNCH    1 2
 QR0220
 QR0220.Superseded values are not recommended for survey control.
 QR0220
 QR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0220.See file dsdata.pdf to determine how the superseded data were derived.
 QR0220
 QR0220_MARKER: DB = BENCH MARK DISK
 QR0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0220_STAMPING: A 16 1926 1881.568
 QR0220_MARK LOGO: CGS
 QR0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0220+STABILITY: SURFACE MOTION
 QR0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0220+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 QR0220
 QR0220  HISTORY     - Date     Condition        Report By
 QR0220  HISTORY     - 1926     MONUMENTED       CGS
 QR0220  HISTORY     - 1973     GOOD             NGS
 QR0220  HISTORY     - 19960601 GOOD             NGS
 QR0220
 QR0220                          STATION DESCRIPTION
 QR0220
 QR0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0220'1 MI E FROM SENECA.
 QR0220'ABOUT 1 MILE EAST ALONG THE ABANDONED CHICAGO AND NORTHWESTERN
 QR0220'RAILWAY FROM SENECA, 0.2 MILE NORTH OF U.S. HIGHWAY 212, AT A
 QR0220'SECTION LINE CROSSROAD, 147 FEET SOUTHWEST OF A WARNING SIGN
 QR0220'FOR AN UNDERGROUND POWER LINE CABLE, 53 FEET SOUTH OF THE CENTER
 QR0220'OF THE ABANDONED RAILWAY, 27 FEET EAST OF THE CENTER OF THE
 QR0220'SECTION LINE ROAD, 1.0 FOOT WEST OF A METAL WITNESS POST, AND
 QR0220'SET IN THE TOP OF A CONCRETE MONUMENT 2-INCHES BELOW THE GROUND
 QR0220'SURFACE.
 QR0220
 QR0220                          STATION RECOVERY (1996)
 QR0220
 QR0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0220'29.4 KM (18.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QR0220'OFFICE IN FAULKTON, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A TRACK
 QR0220'ROAD, 100.0 M (328.1 FT) WEST OF MILEPOST 249, 16.4 M (53.8 FT) SOUTH
 QR0220'OF THE CENTER OF A RAILROAD BED (TRACK REMOVED), 7.9 M (25.9 FT) EAST
 QR0220'OF THE ROAD CENTER, 7.0 M (23.0 FT) NORTH OF THE CENTER OF A FIELD
 QR0220'ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 QR0220'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QR0220'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0210 ***********************************************************************
 QR0210  DESIGNATION -  A 17
 QR0210  PID         -  QR0210
 QR0210  STATE/COUNTY-  SD/EDMUNDS
 QR0210  COUNTRY     -  US
 QR0210  USGS QUAD   -  LOYALTON (2017)
 QR0210
 QR0210                         *CURRENT SURVEY CONTROL
 QR0210  ______________________________________________________________________
 QR0210* NAD 83(1986) POSITION- 45 19 06.     (N) 099 17 58.     (W)   SCALED
 QR0210* NAVD 88 ORTHO HEIGHT -   517.077 (meters)     1696.44  (feet) ADJUSTED
 QR0210  ______________________________________________________________________
 QR0210  GEOID HEIGHT    -        -23.239 (meters)                     GEOID18
 QR0210  DYNAMIC HEIGHT  -        517.021 (meters)     1696.26  (feet) COMP
 QR0210  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 QR0210
 QR0210  VERT ORDER      -  FIRST     CLASS II
 QR0210
 QR0210.The horizontal coordinates were scaled from a map and have
 QR0210.an estimated accuracy of +/- 6 seconds.
 QR0210
 QR0210.The orthometric height was determined by differential leveling and
 QR0210.adjusted by the NATIONAL GEODETIC SURVEY
 QR0210.in June 1991.
 QR0210
 QR0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0210.GEOID18 height accuracy estimate available here.
 QR0210
 QR0210.Click photographs - Photos may exist for this station.
 QR0210
 QR0210.The dynamic height is computed by dividing the NAVD 88
 QR0210.geopotential number by the normal gravity value computed on the
 QR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0210.degrees latitude (g = 980.6199 gals.).
 QR0210
 QR0210.The modeled gravity was interpolated from observed gravity values.
 QR0210
 QR0210;                    North         East    Units  Estimated Accuracy
 QR0210;SPC SD N     -   165,260.      654,930.      MT  (+/- 180 meters Scaled)
 QR0210
 QR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR765183(NAD 83)
 QR0210
 QR0210                          SUPERSEDED SURVEY CONTROL
 QR0210
 QR0210  NGVD 29 (??/??/92)  516.715  (m)         1695.26   (f) ADJ UNCH    1 2
 QR0210
 QR0210.Superseded values are not recommended for survey control.
 QR0210
 QR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0210.See file dsdata.pdf to determine how the superseded data were derived.
 QR0210
 QR0210_MARKER: DB = BENCH MARK DISK
 QR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0210_STAMPING: A 17 1927
 QR0210_MARK LOGO: CGS
 QR0210_PROJECTION: FLUSH
 QR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0210+STABILITY: SURFACE MOTION
 QR0210
 QR0210  HISTORY     - Date     Condition        Report By
 QR0210  HISTORY     - 1927     MONUMENTED       CGS
 QR0210  HISTORY     - 1974     GOOD             USGS
 QR0210
 QR0210                          STATION DESCRIPTION
 QR0210
 QR0210'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QR0210'3 MI NW FROM LOYALTON.
 QR0210'LOYALTON, 2.0 MILE N. AND 1.0 MILE W. OF, 9.0 MILE S. AND 2.0
 QR0210'MILE E. OF ROSCOE, NEAR THE COR. OF SEC. 4, 5, 8 AND 9, T121N,
 QR0210'R70W, 273 FT. N. AND 75 FT. W. OF JCT. OF CO. RD. (N-S) AND CO.
 QR0210'RD. E., 75 FT. NW OF POWER POLE, A STANDARD TABLET SET IN A
 QR0210'CONCRETE POST FLUSH WITH GROUND, STAMPED A 17 1927.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1604 ***********************************************************************
 PU1604  DESIGNATION -  A 177
 PU1604  PID         -  PU1604
 PU1604  STATE/COUNTY-  SD/LAWRENCE
 PU1604  COUNTRY     -  US
 PU1604  USGS QUAD   -  MAURICE (2017)
 PU1604
 PU1604                         *CURRENT SURVEY CONTROL
 PU1604  ______________________________________________________________________
 PU1604* NAD 83(1986) POSITION- 44 24 47.     (N) 103 53 29.     (W)   SCALED
 PU1604* NAVD 88 ORTHO HEIGHT -  1323.305 (meters)     4341.54  (feet) ADJUSTED
 PU1604  ______________________________________________________________________
 PU1604  GEOID HEIGHT    -        -13.876 (meters)                     GEOID18
 PU1604  DYNAMIC HEIGHT  -       1322.747 (meters)     4339.71  (feet) COMP
 PU1604  MODELED GRAVITY -    980,149.8   (mgal)                       NAVD 88
 PU1604
 PU1604  VERT ORDER      -  SECOND    CLASS 0
 PU1604
 PU1604.The horizontal coordinates were scaled from a map and have
 PU1604.an estimated accuracy of +/- 6 seconds.
 PU1604
 PU1604.The orthometric height was determined by differential leveling and
 PU1604.adjusted by the NATIONAL GEODETIC SURVEY
 PU1604.in June 1991.
 PU1604
 PU1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1604.GEOID18 height accuracy estimate available here.
 PU1604
 PU1604.Click photographs - Photos may exist for this station.
 PU1604
 PU1604.The dynamic height is computed by dividing the NAVD 88
 PU1604.geopotential number by the normal gravity value computed on the
 PU1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1604.degrees latitude (g = 980.6199 gals.).
 PU1604
 PU1604.The modeled gravity was interpolated from observed gravity values.
 PU1604
 PU1604;                    North         East    Units  Estimated Accuracy
 PU1604;SPC SD N     -    71,870.      290,180.      MT  (+/- 180 meters Scaled)
 PU1604
 PU1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK882183(NAD 83)
 PU1604
 PU1604                          SUPERSEDED SURVEY CONTROL
 PU1604
 PU1604  NGVD 29 (??/??/92) 1322.653  (m)         4339.40   (f) ADJ UNCH    2 0
 PU1604
 PU1604.Superseded values are not recommended for survey control.
 PU1604
 PU1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1604.See file dsdata.pdf to determine how the superseded data were derived.
 PU1604
 PU1604_MARKER: DB = BENCH MARK DISK
 PU1604_SETTING: 80 = SET IN A BOULDER
 PU1604_STAMPING: A 177 1934
 PU1604_MARK LOGO: CGS
 PU1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1604+STABILITY: SURFACE MOTION
 PU1604
 PU1604  HISTORY     - Date     Condition        Report By
 PU1604  HISTORY     - 1934     MONUMENTED       CGS
 PU1604  HISTORY     - 1958     MARK NOT FOUND   CGS
 PU1604
 PU1604                          STATION DESCRIPTION
 PU1604
 PU1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PU1604'7.9 MI S FROM SPEARFISH.
 PU1604'7.9 MILES SOUTH ALONG A COUNTY ROAD FROM THE ABANDONED RAILROAD
 PU1604'STATION AT SPEARFISH, LAWRENCE COUNTY, IN SPEARFISH CANYON, 41
 PU1604'FEET SOUTH OF SPEARFISH RIVER, OPPOSITE THREE PROMINENT SPIRES
 PU1604'OF ROCK RISING ABOVE THE TOP OF A CLIFF, 87 FEET NORTHWEST OF THE
 PU1604'NORTHWEST CORNER OF A LOG CABIN, 21.7 FEET NORTH OF THE CENTER
 PU1604'LINE OF THE ROAD, AND IN THE TOP OF A LARGE GRANITE BOULDER.
 PU1604'A STANDARD DISK, STAMPED A 177 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0547 ***********************************************************************
 OT0547  DESIGNATION -  A 178
 OT0547  PID         -  OT0547
 OT0547  STATE/COUNTY-  SD/PENNINGTON
 OT0547  COUNTRY     -  US
 OT0547  USGS QUAD   -  HILL CITY (2017)
 OT0547
 OT0547                         *CURRENT SURVEY CONTROL
 OT0547  ______________________________________________________________________
 OT0547* NAD 83(1986) POSITION- 43 57 07.69   (N) 103 35 01.89   (W)   HD_HELD1
 OT0547* NAVD 88 ORTHO HEIGHT -  1554.830 (meters)     5101.14  (feet) ADJUSTED
 OT0547  ______________________________________________________________________
 OT0547  GEOID HEIGHT    -        -13.636 (meters)                     GEOID18
 OT0547  DYNAMIC HEIGHT  -       1554.134 (meters)     5098.85  (feet) COMP
 OT0547  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 OT0547
 OT0547  VERT ORDER      -  SECOND    CLASS 0
 OT0547
 OT0547.The horizontal coordinates were determined by differentially corrected
 OT0547.hand held GPS observations or other comparable positioning techniques
 OT0547.and have an estimated accuracy of +/- 3 meters.
 OT0547
 OT0547.The orthometric height was determined by differential leveling and
 OT0547.adjusted by the NATIONAL GEODETIC SURVEY
 OT0547.in June 1991.
 OT0547
 OT0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0547.GEOID18 height accuracy estimate available here.
 OT0547
 OT0547.Click photographs - Photos may exist for this station.
 OT0547
 OT0547.The dynamic height is computed by dividing the NAVD 88
 OT0547.geopotential number by the normal gravity value computed on the
 OT0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0547.degrees latitude (g = 980.6199 gals.).
 OT0547
 OT0547.The modeled gravity was interpolated from observed gravity values.
 OT0547
 OT0547;                    North         East    Units  Estimated Accuracy
 OT0547;SPC SD S     -   184,941.9     339,164.7     MT  (+/- 3 meters HH1 GPS) 
 OT0547
 OT0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1362967531(NAD 83)
 OT0547
 OT0547                          SUPERSEDED SURVEY CONTROL
 OT0547
 OT0547  NGVD 29 (??/??/92) 1554.199  (m)         5099.07   (f) ADJ UNCH    2 0
 OT0547
 OT0547.Superseded values are not recommended for survey control.
 OT0547
 OT0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0547.See file dsdata.pdf to determine how the superseded data were derived.
 OT0547
 OT0547_MARKER: DB = BENCH MARK DISK
 OT0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0547_STAMPING: A 178 1934
 OT0547_MARK LOGO: CGS
 OT0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0547+STABILITY: SURFACE MOTION
 OT0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0547+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 OT0547
 OT0547  HISTORY     - Date     Condition        Report By
 OT0547  HISTORY     - 1934     MONUMENTED       CGS
 OT0547  HISTORY     - 20160916 GOOD             INDIV
 OT0547
 OT0547                          STATION DESCRIPTION
 OT0547
 OT0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0547'1.9 MI NW FROM HILL CITY.
 OT0547'1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0547'RAILROAD FROM THE STATION AT HILL CITY, PENNINGTON COUNTY, ABOUT 0.3
 OT0547'MILE NORTHWEST OF MILEPOST 62, 36.6 FEET NORTH OF THE NORTH RAIL,
 OT0547'18.5 FEET EAST OF THE EAST END OF A GATE, AND 2.9 FEET SOUTH OF THE
 OT0547'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 178 1934 AND SET
 OT0547'IN THE TOP OF A CONCRETE POST.
 OT0547
 OT0547                          STATION RECOVERY (2016)
 OT0547
 OT0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JFP)
 OT0547'FOUND IN GOOD CONDITION.  THE TOP SURFACE OF THE DISK HAS A SCRAPE
 OT0547'ON IT, BUT IT DOES NOT APPEAR TO HAVE COMPROMISED THE POSITION OF
 OT0547'THE MONUMENT.  THE RAILROAD IS NOW THE MICKELSON TRAIL AND THE
 OT0547'RIGHT-OF-WAY FENCE NO LONGER EXISTS.  A SURVEY MARKER SIGN IS NEXT
 OT0547'TO THE MONUMENT.   THE MONUMENT IS APPROXIMATELY 40 FEET NORTH OF
 OT0547'THE CENTER OF THE TRAIL AND APPROXIMATELY 35 FEET SOUTH OF THE
 OT0547'CENTERLINE OF DEERFIELD ROAD ON A SHARP CURVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0345 ***********************************************************************
 QR0345  DESIGNATION -  A 18
 QR0345  PID         -  QR0345
 QR0345  STATE/COUNTY-  SD/MCPHERSON
 QR0345  COUNTRY     -  US
 QR0345  USGS QUAD   -  EUREKA WEST (2017)
 QR0345
 QR0345                         *CURRENT SURVEY CONTROL
 QR0345  ______________________________________________________________________
 QR0345* NAD 83(1986) POSITION- 45 52 11.     (N) 099 41 34.     (W)   SCALED
 QR0345* NAVD 88 ORTHO HEIGHT -   558.267 (meters)     1831.58  (feet) ADJUSTED
 QR0345  ______________________________________________________________________
 QR0345  GEOID HEIGHT    -        -22.608 (meters)                     GEOID18
 QR0345  DYNAMIC HEIGHT  -        558.231 (meters)     1831.46  (feet) COMP
 QR0345  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 QR0345
 QR0345  VERT ORDER      -  FIRST     CLASS II
 QR0345
 QR0345.The horizontal coordinates were scaled from a map and have
 QR0345.an estimated accuracy of +/- 6 seconds.
 QR0345
 QR0345.The orthometric height was determined by differential leveling and
 QR0345.adjusted by the NATIONAL GEODETIC SURVEY
 QR0345.in June 1991.
 QR0345
 QR0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0345.GEOID18 height accuracy estimate available here.
 QR0345
 QR0345.Click photographs - Photos may exist for this station.
 QR0345
 QR0345.The dynamic height is computed by dividing the NAVD 88
 QR0345.geopotential number by the normal gravity value computed on the
 QR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0345.degrees latitude (g = 980.6199 gals.).
 QR0345
 QR0345.The modeled gravity was interpolated from observed gravity values.
 QR0345
 QR0345;                    North         East    Units  Estimated Accuracy
 QR0345;SPC SD N     -   226,350.      623,860.      MT  (+/- 180 meters Scaled)
 QR0345
 QR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR462798(NAD 83)
 QR0345
 QR0345                          SUPERSEDED SURVEY CONTROL
 QR0345
 QR0345  NGVD 29 (??/??/92)  557.871  (m)         1830.28   (f) ADJ UNCH    1 2
 QR0345
 QR0345.Superseded values are not recommended for survey control.
 QR0345
 QR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0345.See file dsdata.pdf to determine how the superseded data were derived.
 QR0345
 QR0345_MARKER: DB = BENCH MARK DISK
 QR0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0345_STAMPING: 1830.282 A 18 1927
 QR0345_MARK LOGO: CGS
 QR0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0345+STABILITY: SURFACE MOTION
 QR0345
 QR0345  HISTORY     - Date     Condition        Report By
 QR0345  HISTORY     - 1927     MONUMENTED       CGS
 QR0345  HISTORY     - 1934     GOOD             CGS
 QR0345
 QR0345                          STATION DESCRIPTION
 QR0345
 QR0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0345'7.8 MI NW FROM EUREKA.
 QR0345'7-3/4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0345'AND PACIFIC RAILROAD FROM EUREKA, MC PHERSON COUNTY, 400 FEET
 QR0345'NORTHWEST OF A SECTION-LINE ROAD CROSSING, 74 FEET NORTH OF
 QR0345'THE SECOND POLE NORTHWEST OF THE CROSSING, 43.5 FEET SOUTHWEST
 QR0345'OF THE CENTER LINE OF THE TRACK, AND 6.5 FEET EAST OF THE WEST
 QR0345'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1830.282 A 18
 QR0345'1927 AND SET IN THE TOP OF A CONCRETE POST.
 QR0345
 QR0345                          STATION RECOVERY (1934)
 QR0345
 QR0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1530 ***********************************************************************
 PU1530  DESIGNATION -  A 183
 PU1530  PID         -  PU1530
 PU1530  STATE/COUNTY-  SD/PENNINGTON
 PU1530  COUNTRY     -  US
 PU1530  USGS QUAD   -  PACTOLA DAM (2017)
 PU1530
 PU1530                         *CURRENT SURVEY CONTROL
 PU1530  ______________________________________________________________________
 PU1530* NAD 83(1986) POSITION- 44 04 03.62   (N) 103 25 26.93   (W)   HD_HELD1
 PU1530* NAVD 88 ORTHO HEIGHT -  1284.515 (meters)     4214.28  (feet) ADJUSTED
 PU1530  ______________________________________________________________________
 PU1530  GEOID HEIGHT    -        -14.593 (meters)                     GEOID18
 PU1530  DYNAMIC HEIGHT  -       1284.020 (meters)     4212.66  (feet) COMP
 PU1530  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 PU1530
 PU1530  VERT ORDER      -  SECOND    CLASS 0
 PU1530
 PU1530.The horizontal coordinates were determined by differentially corrected
 PU1530.hand held GPS observations or other comparable positioning techniques
 PU1530.and have an estimated accuracy of +/- 3 meters.
 PU1530
 PU1530.The orthometric height was determined by differential leveling and
 PU1530.adjusted by the NATIONAL GEODETIC SURVEY
 PU1530.in June 1991.
 PU1530
 PU1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1530.GEOID18 height accuracy estimate available here.
 PU1530
 PU1530.Click photographs - Photos may exist for this station.
 PU1530
 PU1530.The dynamic height is computed by dividing the NAVD 88
 PU1530.geopotential number by the normal gravity value computed on the
 PU1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1530.degrees latitude (g = 980.6199 gals.).
 PU1530
 PU1530.The modeled gravity was interpolated from observed gravity values.
 PU1530
 PU1530;                    North         East    Units  Estimated Accuracy
 PU1530;SPC SD S     -   197,280.3     352,452.1     MT  (+/- 3 meters HH1 GPS) 
 PU1530
 PU1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2619980596(NAD 83)
 PU1530
 PU1530                          SUPERSEDED SURVEY CONTROL
 PU1530
 PU1530  NGVD 29 (??/??/92) 1283.973  (m)         4212.50   (f) ADJ UNCH    2 0
 PU1530
 PU1530.Superseded values are not recommended for survey control.
 PU1530
 PU1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1530.See file dsdata.pdf to determine how the superseded data were derived.
 PU1530
 PU1530_MARKER: DB = BENCH MARK DISK
 PU1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1530_STAMPING: A 183 1934
 PU1530_MARK LOGO: CGS
 PU1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1530+STABILITY: SURFACE MOTION
 PU1530
 PU1530  HISTORY     - Date     Condition        Report By
 PU1530  HISTORY     - 1934     MONUMENTED       CGS
 PU1530
 PU1530                          STATION DESCRIPTION
 PU1530
 PU1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1530'3.3 MI W FROM HISEGA.
 PU1530'3.3 MILES WEST ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1530'RAILROAD, 16.55 MILES WEST OF RAPID CITY BY RAIL, OPPOSITE
 PU1530'THE SOUTH END OF BRIDGE NO. 16.58, AND 14.8 FEET EAST OF THE
 PU1530'EAST RAIL.  A STANDARD DISK, STAMPED A 183 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0111 ***********************************************************************
 QQ0111  DESIGNATION -  A 19
 QQ0111  PID         -  QQ0111
 QQ0111  STATE/COUNTY-  SD/GRANT
 QQ0111  COUNTRY     -  US
 QQ0111  USGS QUAD   -  TWIN BROOKS (2017)
 QQ0111
 QQ0111                         *CURRENT SURVEY CONTROL
 QQ0111  ______________________________________________________________________
 QQ0111* NAD 83(1986) POSITION- 45 12 37.     (N) 096 49 21.     (W)   SCALED
 QQ0111* NAVD 88 ORTHO HEIGHT -   416.718 (meters)     1367.18  (feet) ADJUSTED
 QQ0111  ______________________________________________________________________
 QQ0111  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 QQ0111  DYNAMIC HEIGHT  -        416.676 (meters)     1367.04  (feet) COMP
 QQ0111  MODELED GRAVITY -    980,503.8   (mgal)                       NAVD 88
 QQ0111
 QQ0111  VERT ORDER      -  FIRST     CLASS II
 QQ0111
 QQ0111.The horizontal coordinates were scaled from a map and have
 QQ0111.an estimated accuracy of +/- 6 seconds.
 QQ0111
 QQ0111.The orthometric height was determined by differential leveling and
 QQ0111.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0111.in June 1991.
 QQ0111
 QQ0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0111.GEOID18 height accuracy estimate available here.
 QQ0111
 QQ0111.Click photographs - Photos may exist for this station.
 QQ0111
 QQ0111.The dynamic height is computed by dividing the NAVD 88
 QQ0111.geopotential number by the normal gravity value computed on the
 QQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0111.degrees latitude (g = 980.6199 gals.).
 QQ0111
 QQ0111.The modeled gravity was interpolated from observed gravity values.
 QQ0111
 QQ0111;                    North         East    Units  Estimated Accuracy
 QQ0111;SPC SD N     -   157,910.      849,540.      MT  (+/- 180 meters Scaled)
 QQ0111
 QQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR709086(NAD 83)
 QQ0111
 QQ0111                          SUPERSEDED SURVEY CONTROL
 QQ0111
 QQ0111  NGVD 29 (??/??/92)  416.46   (m)         1366.3    (f) COMPUTED    1 2
 QQ0111
 QQ0111.Superseded values are not recommended for survey control.
 QQ0111
 QQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0111.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0111
 QQ0111_MARKER: DB = BENCH MARK DISK
 QQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0111_STAMPING: 1366.326 A 19 1931
 QQ0111_MARK LOGO: CGS
 QQ0111_PROJECTION: PROJECTING 5 CENTIMETERS
 QQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0111+STABILITY: SURFACE MOTION
 QQ0111
 QQ0111  HISTORY     - Date     Condition        Report By
 QQ0111  HISTORY     - 1931     MONUMENTED       CGS
 QQ0111  HISTORY     - 1962     MARK NOT FOUND   CGS
 QQ0111  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0111
 QQ0111                          STATION DESCRIPTION
 QQ0111
 QQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QQ0111'2 MI W FROM TWIN BROOKS.
 QQ0111'2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0111'RAILROAD FROM TWIN BROOKS, GRANT COUNTY, 1 MILE EAST OF BLOCK
 QQ0111'SIGNAL 201.1, AT A ROAD CROSSING, 50 FEET NORTH OF THE CENTERLINE
 QQ0111'OF THE NORTH TRACK, 42 FEET EAST OF THE ROAD, AND 1 FOOT NORTH
 QQ0111'OF A ROW OF POLES.  A STANDARD DISK, STAMPED 1366.326 A 19 1931
 QQ0111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QQ0111'GROUND.  NOTE-- DEC. 1962 SOUTH DAKOTA DEPARTMENT OF HIGHWAYS
 QQ0111'REPORTED THIS MARKER HAS BEEN APPARENTLY DESTROYED BY THE
 QQ0111'CONSTRUCTION OF TOWNSHIP HIGHWAYS.  A THOROUGH SEARCH WAS MADE
 QQ0111'AND FROM ALL DIRECTIONS GIVEN WOULD BE LOCATED IN THE MIDDLE
 QQ0111'OF A TOWNSHIP GRADE CURVE.
 QQ0111
 QQ0111                          STATION RECOVERY (1997)
 QQ0111
 QQ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0111'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0475 ***********************************************************************
 PR0475  DESIGNATION -  A 2
 PR0475  PID         -  PR0475
 PR0475  STATE/COUNTY-  SD/LAKE
 PR0475  COUNTRY     -  US
 PR0475  USGS QUAD   -  RAMONA (2017)
 PR0475
 PR0475                         *CURRENT SURVEY CONTROL
 PR0475  ______________________________________________________________________
 PR0475* NAD 83(1986) POSITION- 44 06 34.13   (N) 097 12 29.16   (W)   HD_HELD1
 PR0475* NAVD 88 ORTHO HEIGHT -   548.971 (meters)     1801.08  (feet) ADJUSTED
 PR0475  ______________________________________________________________________
 PR0475  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 PR0475  DYNAMIC HEIGHT  -        548.843 (meters)     1800.66  (feet) COMP
 PR0475  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 PR0475
 PR0475  VERT ORDER      -  FIRST     CLASS II
 PR0475
 PR0475.The horizontal coordinates were determined by differentially corrected
 PR0475.hand held GPS observations or other comparable positioning techniques
 PR0475.and have an estimated accuracy of +/- 3 meters.
 PR0475
 PR0475.The orthometric height was determined by differential leveling and
 PR0475.adjusted by the NATIONAL GEODETIC SURVEY
 PR0475.in June 1991.
 PR0475
 PR0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0475.GEOID18 height accuracy estimate available here.
 PR0475
 PR0475.Click photographs - Photos may exist for this station.
 PR0475
 PR0475.The dynamic height is computed by dividing the NAVD 88
 PR0475.geopotential number by the normal gravity value computed on the
 PR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0475.degrees latitude (g = 980.6199 gals.).
 PR0475
 PR0475.The modeled gravity was interpolated from observed gravity values.
 PR0475
 PR0475;                    North         East    Units  Estimated Accuracy
 PR0475;SPC SD S     -   202,025.4     850,128.5     MT  (+/- 3 meters HH1 GPS) 
 PR0475
 PR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4340085593(NAD 83)
 PR0475
 PR0475                          SUPERSEDED SURVEY CONTROL
 PR0475
 PR0475  NGVD 29 (??/??/92)  548.667  (m)         1800.09   (f) ADJ UNCH    1 2
 PR0475
 PR0475.Superseded values are not recommended for survey control.
 PR0475
 PR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0475.See file dsdata.pdf to determine how the superseded data were derived.
 PR0475
 PR0475_MARKER: H = DRILL HOLE
 PR0475_SETTING: 66 = SET IN ROCK OUTCROP
 PR0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR0475+STABILITY: POSITION/ELEVATION WELL
 PR0475
 PR0475  HISTORY     - Date     Condition        Report By
 PR0475  HISTORY     - 1905     MONUMENTED       CGS
 PR0475  HISTORY     - 1934     GOOD             CGS
 PR0475
 PR0475                          STATION DESCRIPTION
 PR0475
 PR0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0475'AT RAMONA.
 PR0475'AT RAMONA, LAKE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0475'AND PACIFIC RAILROAD, 0.2 MILE SOUTH OF THE STATION, DIRECTLY
 PR0475'EAST OF A SWITCH SIGNAL, AT THE CROSSING OF THE QUARTER-SECTION
 PR0475'ROAD THROUGH SECTION 32, T 108 N, R 53 W, 74.5 FEET EAST OF
 PR0475'THE CENTER LINE OF THE TRACK, 50 FEET NORTH OF THE CENTER LINE
 PR0475'OF THE ROAD, ON THE TOP OF A GRANITE ROCK, AND ABOUT 2 INCHES
 PR0475'ABOVE THE GROUND.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY
 PR0475'THE LETTERS USBM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0654 ***********************************************************************
 PT0654  DESIGNATION -  A 2 W
 PT0654  PID         -  PT0654
 PT0654  STATE/COUNTY-  SD/HAAKON
 PT0654  COUNTRY     -  US
 PT0654  USGS QUAD   -  HILLAND NW (2017)
 PT0654
 PT0654                         *CURRENT SURVEY CONTROL
 PT0654  ______________________________________________________________________
 PT0654* NAD 83(1986) POSITION- 44 24 31.59   (N) 101 55 17.07   (W)   HD_HELD1
 PT0654* NAVD 88 ORTHO HEIGHT -   755.202 (meters)     2477.69  (feet) ADJUSTED
 PT0654  ______________________________________________________________________
 PT0654  GEOID HEIGHT    -        -20.218 (meters)                     GEOID18
 PT0654  DYNAMIC HEIGHT  -        755.011 (meters)     2477.07  (feet) COMP
 PT0654  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 PT0654
 PT0654  VERT ORDER      -  SECOND    CLASS 0
 PT0654
 PT0654.The horizontal coordinates were determined by differentially corrected
 PT0654.hand held GPS observations or other comparable positioning techniques
 PT0654.and have an estimated accuracy of +/- 3 meters.
 PT0654
 PT0654.The orthometric height was determined by differential leveling and
 PT0654.adjusted by the NATIONAL GEODETIC SURVEY
 PT0654.in June 1991.
 PT0654
 PT0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0654.GEOID18 height accuracy estimate available here.
 PT0654
 PT0654.Click photographs - Photos may exist for this station.
 PT0654
 PT0654.The dynamic height is computed by dividing the NAVD 88
 PT0654.geopotential number by the normal gravity value computed on the
 PT0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0654.degrees latitude (g = 980.6199 gals.).
 PT0654
 PT0654.The modeled gravity was interpolated from observed gravity values.
 PT0654
 PT0654;                    North         East    Units  Estimated Accuracy
 PT0654;SPC SD S     -   231,784.0     473,511.8     MT  (+/- 3 meters HH1 GPS) 
 PT0654
 PT0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6739021427(NAD 83)
 PT0654
 PT0654                          SUPERSEDED SURVEY CONTROL
 PT0654
 PT0654  NGVD 29 (??/??/92)  754.75   (m)         2476.2    (f) COMPUTED    2 0
 PT0654
 PT0654.Superseded values are not recommended for survey control.
 PT0654
 PT0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0654.See file dsdata.pdf to determine how the superseded data were derived.
 PT0654
 PT0654_MARKER: DS = TRIANGULATION STATION DISK
 PT0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0654_STAMPING: A 2 W 1961
 PT0654_MARK LOGO: CGS
 PT0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0654+STABILITY: SURFACE MOTION
 PT0654
 PT0654  HISTORY     - Date     Condition        Report By
 PT0654  HISTORY     - 1961     MONUMENTED       CGS
 PT0654  HISTORY     - 1962     GOOD             CGS
 PT0654
 PT0654                          STATION DESCRIPTION
 PT0654
 PT0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0654'17.5 MI W FROM MILESVILLE.
 PT0654'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0654'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0654'HIGHWAY 34 AND 73, THENCE 6.15 MILES WEST ALONG A GRAVEL ROAD
 PT0654'WHICH WAS FORMERLY HIGHWAY 34 AND 73, ON THE CREST OF A HILL,
 PT0654'127 FEET WEST OF A POWER LINE POLE, 62 FEET NORTH OF THE CENTERLINE
 PT0654'OF THE ROAD, 11 FEET NORTH OF A FENCE, 10.5 FEET NORTH OF A
 PT0654'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PT0654'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0653 ***********************************************************************
 PT0653  DESIGNATION -  A 2 W RM 1
 PT0653  PID         -  PT0653
 PT0653  STATE/COUNTY-  SD/HAAKON
 PT0653  COUNTRY     -  US
 PT0653  USGS QUAD   -  HILLAND NW (2017)
 PT0653
 PT0653                         *CURRENT SURVEY CONTROL
 PT0653  ______________________________________________________________________
 PT0653* NAD 83(1986) POSITION- 44 24 31.     (N) 101 55 17.     (W)   SCALED
 PT0653* NAVD 88 ORTHO HEIGHT -   755.864 (meters)     2479.86  (feet) ADJUSTED
 PT0653  ______________________________________________________________________
 PT0653  GEOID HEIGHT    -        -20.218 (meters)                     GEOID18
 PT0653  DYNAMIC HEIGHT  -        755.673 (meters)     2479.24  (feet) COMP
 PT0653  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 PT0653
 PT0653  VERT ORDER      -  SECOND    CLASS 0
 PT0653
 PT0653.The horizontal coordinates were scaled from a map and have
 PT0653.an estimated accuracy of +/- 6 seconds.
 PT0653
 PT0653.The orthometric height was determined by differential leveling and
 PT0653.adjusted by the NATIONAL GEODETIC SURVEY
 PT0653.in June 1991.
 PT0653
 PT0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0653.GEOID18 height accuracy estimate available here.
 PT0653
 PT0653.Click photographs - Photos may exist for this station.
 PT0653
 PT0653.The dynamic height is computed by dividing the NAVD 88
 PT0653.geopotential number by the normal gravity value computed on the
 PT0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0653.degrees latitude (g = 980.6199 gals.).
 PT0653
 PT0653.The modeled gravity was interpolated from observed gravity values.
 PT0653
 PT0653;                    North         East    Units  Estimated Accuracy
 PT0653;SPC SD S     -   231,770.      473,510.      MT  (+/- 180 meters Scaled)
 PT0653
 PT0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ673214(NAD 83)
 PT0653
 PT0653                          SUPERSEDED SURVEY CONTROL
 PT0653
 PT0653  NGVD 29 (??/??/92)  755.41   (m)         2478.4    (f) COMPUTED    2 0
 PT0653
 PT0653.Superseded values are not recommended for survey control.
 PT0653
 PT0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0653.See file dsdata.pdf to determine how the superseded data were derived.
 PT0653
 PT0653_MARKER: DR = REFERENCE MARK DISK
 PT0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0653_STAMPING: A 2 W NO 1 1961
 PT0653_MARK LOGO: CGS
 PT0653_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0653+STABILITY: SURFACE MOTION
 PT0653
 PT0653  HISTORY     - Date     Condition        Report By
 PT0653  HISTORY     - 1961     MONUMENTED       CGS
 PT0653  HISTORY     - 1962     GOOD             CGS
 PT0653
 PT0653                          STATION DESCRIPTION
 PT0653
 PT0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0653'17.5 MI W FROM MILESVILLE.
 PT0653'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0653'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0653'HIGHWAY 34 AND 73, THENCE 6.15 MILES WEST ALONG A GRAVEL ROAD
 PT0653'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 135 FEET NORTH OF THE
 PT0653'CENTERLINE OF THE ROAD, 83 FEET NORTH OF A FENCE, 72.3 FEET
 PT0653'NORTH OF A2W 1961, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PT0653'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0652 ***********************************************************************
 PT0652  DESIGNATION -  A 2 W RM 2
 PT0652  PID         -  PT0652
 PT0652  STATE/COUNTY-  SD/HAAKON
 PT0652  COUNTRY     -  US
 PT0652  USGS QUAD   -  HILLAND NW (2017)
 PT0652
 PT0652                         *CURRENT SURVEY CONTROL
 PT0652  ______________________________________________________________________
 PT0652* NAD 83(1986) POSITION- 44 24 31.     (N) 101 55 17.     (W)   SCALED
 PT0652* NAVD 88 ORTHO HEIGHT -   754.889 (meters)     2476.67  (feet) ADJUSTED
 PT0652  ______________________________________________________________________
 PT0652  GEOID HEIGHT    -        -20.218 (meters)                     GEOID18
 PT0652  DYNAMIC HEIGHT  -        754.698 (meters)     2476.04  (feet) COMP
 PT0652  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 PT0652
 PT0652  VERT ORDER      -  SECOND    CLASS 0
 PT0652
 PT0652.The horizontal coordinates were scaled from a map and have
 PT0652.an estimated accuracy of +/- 6 seconds.
 PT0652
 PT0652.The orthometric height was determined by differential leveling and
 PT0652.adjusted by the NATIONAL GEODETIC SURVEY
 PT0652.in June 1991.
 PT0652
 PT0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0652.GEOID18 height accuracy estimate available here.
 PT0652
 PT0652.Click photographs - Photos may exist for this station.
 PT0652
 PT0652.The dynamic height is computed by dividing the NAVD 88
 PT0652.geopotential number by the normal gravity value computed on the
 PT0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0652.degrees latitude (g = 980.6199 gals.).
 PT0652
 PT0652.The modeled gravity was interpolated from observed gravity values.
 PT0652
 PT0652;                    North         East    Units  Estimated Accuracy
 PT0652;SPC SD S     -   231,770.      473,510.      MT  (+/- 180 meters Scaled)
 PT0652
 PT0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ673214(NAD 83)
 PT0652
 PT0652                          SUPERSEDED SURVEY CONTROL
 PT0652
 PT0652  NGVD 29 (??/??/92)  754.44   (m)         2475.2    (f) COMPUTED    2 0
 PT0652
 PT0652.Superseded values are not recommended for survey control.
 PT0652
 PT0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0652.See file dsdata.pdf to determine how the superseded data were derived.
 PT0652
 PT0652_MARKER: DR = REFERENCE MARK DISK
 PT0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0652_STAMPING: A 2 W NO 2 1961
 PT0652_MARK LOGO: CGS
 PT0652_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0652+STABILITY: SURFACE MOTION
 PT0652
 PT0652  HISTORY     - Date     Condition        Report By
 PT0652  HISTORY     - 1961     MONUMENTED       CGS
 PT0652  HISTORY     - 1962     GOOD             CGS
 PT0652
 PT0652                          STATION DESCRIPTION
 PT0652
 PT0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0652'17.5 MI W FROM MILESVILLE.
 PT0652'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0652'THE LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG
 PT0652'STATE HIGHWAY 34 AND 73, THENCE 6.15 MILES WEST ALONG A GRAVEL
 PT0652'ROAD WHICH WAS FORMERLY HIGHWAY 34 AND 73, 54 FEET NORTH OF THE
 PT0652'CENTERLINE OF THE ROAD, 53.9 FEET WEST OF A2W 1961, ABOUT 3
 PT0652'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0652'POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0648 ***********************************************************************
 PT0648  DESIGNATION -  A 2 X
 PT0648  PID         -  PT0648
 PT0648  STATE/COUNTY-  SD/HAAKON
 PT0648  COUNTRY     -  US
 PT0648  USGS QUAD   -  HILLAND NW (2017)
 PT0648
 PT0648                         *CURRENT SURVEY CONTROL
 PT0648  ______________________________________________________________________
 PT0648* NAD 83(1986) POSITION- 44 24 12.     (N) 101 55 38.     (W)   SCALED
 PT0648* NAVD 88 ORTHO HEIGHT -   764.208 (meters)     2507.24  (feet) ADJUSTED
 PT0648  ______________________________________________________________________
 PT0648  GEOID HEIGHT    -        -20.197 (meters)                     GEOID18
 PT0648  DYNAMIC HEIGHT  -        764.012 (meters)     2506.60  (feet) COMP
 PT0648  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 PT0648
 PT0648  VERT ORDER      -  SECOND    CLASS 0
 PT0648
 PT0648.The horizontal coordinates were scaled from a map and have
 PT0648.an estimated accuracy of +/- 6 seconds.
 PT0648
 PT0648.The orthometric height was determined by differential leveling and
 PT0648.adjusted by the NATIONAL GEODETIC SURVEY
 PT0648.in June 1991.
 PT0648
 PT0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0648.GEOID18 height accuracy estimate available here.
 PT0648
 PT0648.Click photographs - Photos may exist for this station.
 PT0648
 PT0648.The dynamic height is computed by dividing the NAVD 88
 PT0648.geopotential number by the normal gravity value computed on the
 PT0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0648.degrees latitude (g = 980.6199 gals.).
 PT0648
 PT0648.The modeled gravity was interpolated from observed gravity values.
 PT0648
 PT0648;                    North         East    Units  Estimated Accuracy
 PT0648;SPC SD S     -   231,190.      473,040.      MT  (+/- 180 meters Scaled)
 PT0648
 PT0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ669208(NAD 83)
 PT0648
 PT0648                          SUPERSEDED SURVEY CONTROL
 PT0648
 PT0648  NGVD 29 (??/??/92)  763.75   (m)         2505.7    (f) COMPUTED    2 0
 PT0648
 PT0648.Superseded values are not recommended for survey control.
 PT0648
 PT0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0648.See file dsdata.pdf to determine how the superseded data were derived.
 PT0648
 PT0648_MARKER: DS = TRIANGULATION STATION DISK
 PT0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0648_STAMPING: A 2 X 1961
 PT0648_MARK LOGO: CGS
 PT0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0648+STABILITY: SURFACE MOTION
 PT0648
 PT0648  HISTORY     - Date     Condition        Report By
 PT0648  HISTORY     - 1961     MONUMENTED       CGS
 PT0648  HISTORY     - 1962     GOOD             CGS
 PT0648
 PT0648                          STATION DESCRIPTION
 PT0648
 PT0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0648'18.2 MI SE FROM HOWES.
 PT0648'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0648'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0648'34 AND 73, THENCE 17.5 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0648'WAS FORMERLY HIGHWAY 34 AND 73, THENCE 0.2 MILE SOUTH ACROSS A
 PT0648'FIELD TO THE CREST OF A HILL, 53 FEET SOUTH OF THE CENTERLINE OF
 PT0648'AN EAST-WEST TRACK ROAD, 8.5 FEET SOUTHEAST OF A METAL WITNESS
 PT0648'POST, 4 1/2 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PT0648'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0649 ***********************************************************************
 PT0649  DESIGNATION -  A 2 X RM 1
 PT0649  PID         -  PT0649
 PT0649  STATE/COUNTY-  SD/HAAKON
 PT0649  COUNTRY     -  US
 PT0649  USGS QUAD   -  HILLAND NW (2017)
 PT0649
 PT0649                         *CURRENT SURVEY CONTROL
 PT0649  ______________________________________________________________________
 PT0649* NAD 83(1986) POSITION- 44 24 12.     (N) 101 55 38.     (W)   SCALED
 PT0649* NAVD 88 ORTHO HEIGHT -   763.427 (meters)     2504.68  (feet) ADJUSTED
 PT0649  ______________________________________________________________________
 PT0649  GEOID HEIGHT    -        -20.197 (meters)                     GEOID18
 PT0649  DYNAMIC HEIGHT  -        763.231 (meters)     2504.03  (feet) COMP
 PT0649  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 PT0649
 PT0649  VERT ORDER      -  SECOND    CLASS 0
 PT0649
 PT0649.The horizontal coordinates were scaled from a map and have
 PT0649.an estimated accuracy of +/- 6 seconds.
 PT0649
 PT0649.The orthometric height was determined by differential leveling and
 PT0649.adjusted by the NATIONAL GEODETIC SURVEY
 PT0649.in June 1991.
 PT0649
 PT0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0649.GEOID18 height accuracy estimate available here.
 PT0649
 PT0649.Click photographs - Photos may exist for this station.
 PT0649
 PT0649.The dynamic height is computed by dividing the NAVD 88
 PT0649.geopotential number by the normal gravity value computed on the
 PT0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0649.degrees latitude (g = 980.6199 gals.).
 PT0649
 PT0649.The modeled gravity was interpolated from observed gravity values.
 PT0649
 PT0649;                    North         East    Units  Estimated Accuracy
 PT0649;SPC SD S     -   231,190.      473,040.      MT  (+/- 180 meters Scaled)
 PT0649
 PT0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ669208(NAD 83)
 PT0649
 PT0649                          SUPERSEDED SURVEY CONTROL
 PT0649
 PT0649  NGVD 29 (??/??/92)  762.97   (m)         2503.2    (f) COMPUTED    2 0
 PT0649
 PT0649.Superseded values are not recommended for survey control.
 PT0649
 PT0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0649.See file dsdata.pdf to determine how the superseded data were derived.
 PT0649
 PT0649_MARKER: DR = REFERENCE MARK DISK
 PT0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0649_STAMPING: A 2 X NO 1 1961
 PT0649_MARK LOGO: CGS
 PT0649_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0649+STABILITY: SURFACE MOTION
 PT0649
 PT0649  HISTORY     - Date     Condition        Report By
 PT0649  HISTORY     - 1961     MONUMENTED       CGS
 PT0649  HISTORY     - 1962     GOOD             CGS
 PT0649
 PT0649                          STATION DESCRIPTION
 PT0649
 PT0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0649'18.2 MI SE FROM HOWES.
 PT0649'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0649'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0649'34 AND 73, THENCE 17.5 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0649'WAS FORMERLY HIGHWAY 34 AND 73, THENCE 0.2 MILE SOUTH ACROSS A
 PT0649'FIELD TO THE CREST OF A HILL, 73.6 FEET SOUTH OF A2X 1961, 1.4
 PT0649'FEET EAST OF A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 PT0649'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0651 ***********************************************************************
 PT0651  DESIGNATION -  A 2 X RM 2
 PT0651  PID         -  PT0651
 PT0651  STATE/COUNTY-  SD/HAAKON
 PT0651  COUNTRY     -  US
 PT0651  USGS QUAD   -  HILLAND NW (2017)
 PT0651
 PT0651                         *CURRENT SURVEY CONTROL
 PT0651  ______________________________________________________________________
 PT0651* NAD 83(1986) POSITION- 44 24 12.     (N) 101 55 38.     (W)   SCALED
 PT0651* NAVD 88 ORTHO HEIGHT -   763.773 (meters)     2505.81  (feet) ADJUSTED
 PT0651  ______________________________________________________________________
 PT0651  GEOID HEIGHT    -        -20.197 (meters)                     GEOID18
 PT0651  DYNAMIC HEIGHT  -        763.577 (meters)     2505.17  (feet) COMP
 PT0651  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 PT0651
 PT0651  VERT ORDER      -  SECOND    CLASS 0
 PT0651
 PT0651.The horizontal coordinates were scaled from a map and have
 PT0651.an estimated accuracy of +/- 6 seconds.
 PT0651
 PT0651.The orthometric height was determined by differential leveling and
 PT0651.adjusted by the NATIONAL GEODETIC SURVEY
 PT0651.in June 1991.
 PT0651
 PT0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0651.GEOID18 height accuracy estimate available here.
 PT0651
 PT0651.Click photographs - Photos may exist for this station.
 PT0651
 PT0651.The dynamic height is computed by dividing the NAVD 88
 PT0651.geopotential number by the normal gravity value computed on the
 PT0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0651.degrees latitude (g = 980.6199 gals.).
 PT0651
 PT0651.The modeled gravity was interpolated from observed gravity values.
 PT0651
 PT0651;                    North         East    Units  Estimated Accuracy
 PT0651;SPC SD S     -   231,190.      473,040.      MT  (+/- 180 meters Scaled)
 PT0651
 PT0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ669208(NAD 83)
 PT0651
 PT0651                          SUPERSEDED SURVEY CONTROL
 PT0651
 PT0651  NGVD 29 (??/??/92)  763.32   (m)         2504.3    (f) COMPUTED    2 0
 PT0651
 PT0651.Superseded values are not recommended for survey control.
 PT0651
 PT0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0651.See file dsdata.pdf to determine how the superseded data were derived.
 PT0651
 PT0651_MARKER: DR = REFERENCE MARK DISK
 PT0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0651_STAMPING: A 2 X NO 2 1961
 PT0651_MARK LOGO: CGS
 PT0651_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0651+STABILITY: SURFACE MOTION
 PT0651
 PT0651  HISTORY     - Date     Condition        Report By
 PT0651  HISTORY     - 1961     MONUMENTED       CGS
 PT0651  HISTORY     - 1962     GOOD             CGS
 PT0651
 PT0651                          STATION DESCRIPTION
 PT0651
 PT0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0651'18.2 MI SE FROM HOWES.
 PT0651'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0651'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0651'34 AND 73, THENCE 17.5 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0651'WAS FORMERLY HIGHWAY 34 AND 73, THENCE 0.2 MILE SOUTH ACROSS A FIELD
 PT0651'TO THE CREST OF A HILL, 99.0 FEET NORTHWEST OF A2X 1961, 1 FOOT
 PT0651'SOUTHEAST OF A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 PT0651'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0650 ***********************************************************************
 PT0650  DESIGNATION -  A 2 X RM 3
 PT0650  PID         -  PT0650
 PT0650  STATE/COUNTY-  SD/HAAKON
 PT0650  COUNTRY     -  US
 PT0650  USGS QUAD   -  HILLAND NW (2017)
 PT0650
 PT0650                         *CURRENT SURVEY CONTROL
 PT0650  ______________________________________________________________________
 PT0650* NAD 83(1986) POSITION- 44 24 12.     (N) 101 55 38.     (W)   SCALED
 PT0650* NAVD 88 ORTHO HEIGHT -   763.867 (meters)     2506.12  (feet) ADJUSTED
 PT0650  ______________________________________________________________________
 PT0650  GEOID HEIGHT    -        -20.197 (meters)                     GEOID18
 PT0650  DYNAMIC HEIGHT  -        763.670 (meters)     2505.47  (feet) COMP
 PT0650  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 PT0650
 PT0650  VERT ORDER      -  SECOND    CLASS 0
 PT0650
 PT0650.The horizontal coordinates were scaled from a map and have
 PT0650.an estimated accuracy of +/- 6 seconds.
 PT0650
 PT0650.The orthometric height was determined by differential leveling and
 PT0650.adjusted by the NATIONAL GEODETIC SURVEY
 PT0650.in June 1991.
 PT0650
 PT0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0650.GEOID18 height accuracy estimate available here.
 PT0650
 PT0650.Click photographs - Photos may exist for this station.
 PT0650
 PT0650.The dynamic height is computed by dividing the NAVD 88
 PT0650.geopotential number by the normal gravity value computed on the
 PT0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0650.degrees latitude (g = 980.6199 gals.).
 PT0650
 PT0650.The modeled gravity was interpolated from observed gravity values.
 PT0650
 PT0650;                    North         East    Units  Estimated Accuracy
 PT0650;SPC SD S     -   231,190.      473,040.      MT  (+/- 180 meters Scaled)
 PT0650
 PT0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ669208(NAD 83)
 PT0650
 PT0650                          SUPERSEDED SURVEY CONTROL
 PT0650
 PT0650  NGVD 29 (??/??/92)  763.41   (m)         2504.6    (f) COMPUTED    2 0
 PT0650
 PT0650.Superseded values are not recommended for survey control.
 PT0650
 PT0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0650.See file dsdata.pdf to determine how the superseded data were derived.
 PT0650
 PT0650_MARKER: DR = REFERENCE MARK DISK
 PT0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0650_STAMPING: A 2 X NO 3 1961
 PT0650_MARK LOGO: CGS
 PT0650_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0650+STABILITY: SURFACE MOTION
 PT0650
 PT0650  HISTORY     - Date     Condition        Report By
 PT0650  HISTORY     - 1961     MONUMENTED       CGS
 PT0650  HISTORY     - 1962     GOOD             CGS
 PT0650
 PT0650                          STATION DESCRIPTION
 PT0650
 PT0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0650'18.2 MI SE FROM HOWES.
 PT0650'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0650'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0650'34 AND 73, THENCE 17.5 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0650'WAS FORMERLY HIGHWAY 34 AND 73, THENCE 0.2 MILE SOUTH ACROSS A
 PT0650'FIELD TO THE CREST OF A HILL, 64.6 FEET NORTHWEST OF A2X 1961,
 PT0650'1 1/2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PT0650'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0460 ***********************************************************************
 QS0460  DESIGNATION -  A 20
 QS0460  PID         -  QS0460
 QS0460  STATE/COUNTY-  SD/DEWEY
 QS0460  COUNTRY     -  US
 QS0460  USGS QUAD   -  ISABEL (2017)
 QS0460
 QS0460                         *CURRENT SURVEY CONTROL
 QS0460  ______________________________________________________________________
 QS0460* NAD 83(1986) POSITION- 45 23 47.     (N) 101 25 44.     (W)   SCALED
 QS0460* NAVD 88 ORTHO HEIGHT -   731.271 (meters)     2399.18  (feet) ADJUSTED
 QS0460  ______________________________________________________________________
 QS0460  GEOID HEIGHT    -        -20.556 (meters)                     GEOID18
 QS0460  DYNAMIC HEIGHT  -        731.156 (meters)     2398.80  (feet) COMP
 QS0460  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 QS0460
 QS0460  VERT ORDER      -  FIRST     CLASS II
 QS0460
 QS0460.The horizontal coordinates were scaled from a map and have
 QS0460.an estimated accuracy of +/- 6 seconds.
 QS0460
 QS0460.The orthometric height was determined by differential leveling and
 QS0460.adjusted by the NATIONAL GEODETIC SURVEY
 QS0460.in June 1991.
 QS0460
 QS0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0460.GEOID18 height accuracy estimate available here.
 QS0460
 QS0460.Click photographs - Photos may exist for this station.
 QS0460
 QS0460.The dynamic height is computed by dividing the NAVD 88
 QS0460.geopotential number by the normal gravity value computed on the
 QS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0460.degrees latitude (g = 980.6199 gals.).
 QS0460
 QS0460.The modeled gravity was interpolated from observed gravity values.
 QS0460
 QS0460;                    North         East    Units  Estimated Accuracy
 QS0460;SPC SD N     -   174,680.      488,130.      MT  (+/- 180 meters Scaled)
 QS0460
 QS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR098298(NAD 83)
 QS0460
 QS0460                          SUPERSEDED SURVEY CONTROL
 QS0460
 QS0460  NGVD 29 (??/??/92)  730.817  (m)         2397.69   (f) ADJ UNCH    1 2
 QS0460
 QS0460.Superseded values are not recommended for survey control.
 QS0460
 QS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0460.See file dsdata.pdf to determine how the superseded data were derived.
 QS0460
 QS0460_MARKER: DB = BENCH MARK DISK
 QS0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0460_SP_SET: BUILDING
 QS0460_STAMPING: A 20 1933
 QS0460_MARK LOGO: CGS
 QS0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0460
 QS0460  HISTORY     - Date     Condition        Report By
 QS0460  HISTORY     - 1933     MONUMENTED       CGS
 QS0460  HISTORY     - 1938     GOOD             CGS
 QS0460  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0460  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0460
 QS0460                          STATION DESCRIPTION
 QS0460
 QS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0460'AT ISABEL.
 QS0460'AT ISABEL, DEWEY COUNTY, AT THE PUBLIC SCHOOL, IN THE SOUTH WALL
 QS0460'OF THE BUILDING, AT THE WEST END, 2 FEET EAST OF THE CORNER,
 QS0460'AND 2.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED A 20
 QS0460'1933 AND SET VERTICALLY.
 QS0460
 QS0460                          STATION RECOVERY (1938)
 QS0460
 QS0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0460'RECOVERED IN GOOD CONDITION.
 QS0460
 QS0460                          STATION RECOVERY (1976)
 QS0460
 QS0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0460'MARK NOT FOUND.
 QS0460
 QS0460                          STATION RECOVERY (1985)
 QS0460
 QS0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0460'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0251 ***********************************************************************
 QQ0251  DESIGNATION -  A 20
 QQ0251  PID         -  QQ0251
 QQ0251  STATE/COUNTY-  SD/DAY
 QQ0251  COUNTRY     -  US
 QQ0251  USGS QUAD   -  ANDOVER (2017)
 QQ0251
 QQ0251                         *CURRENT SURVEY CONTROL
 QQ0251  ______________________________________________________________________
 QQ0251* NAD 83(1986) POSITION- 45 24 43.     (N) 097 53 58.     (W)   SCALED
 QQ0251* NAVD 88 ORTHO HEIGHT -   451.937 (meters)     1482.73  (feet) ADJUSTED
 QQ0251  ______________________________________________________________________
 QQ0251  GEOID HEIGHT    -        -24.871 (meters)                     GEOID18
 QQ0251  DYNAMIC HEIGHT  -        451.899 (meters)     1482.61  (feet) COMP
 QQ0251  MODELED GRAVITY -    980,517.2   (mgal)                       NAVD 88
 QQ0251
 QQ0251  VERT ORDER      -  FIRST     CLASS II
 QQ0251
 QQ0251.The horizontal coordinates were scaled from a map and have
 QQ0251.an estimated accuracy of +/- 6 seconds.
 QQ0251
 QQ0251.The orthometric height was determined by differential leveling and
 QQ0251.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0251.in June 1991.
 QQ0251
 QQ0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0251.GEOID18 height accuracy estimate available here.
 QQ0251
 QQ0251.Click photographs - Photos may exist for this station.
 QQ0251
 QQ0251.The dynamic height is computed by dividing the NAVD 88
 QQ0251.geopotential number by the normal gravity value computed on the
 QQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0251.degrees latitude (g = 980.6199 gals.).
 QQ0251
 QQ0251.The modeled gravity was interpolated from observed gravity values.
 QQ0251
 QQ0251;                    North         East    Units  Estimated Accuracy
 QQ0251;SPC SD N     -   177,560.      764,410.      MT  (+/- 180 meters Scaled)
 QQ0251
 QQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR861293(NAD 83)
 QQ0251
 QQ0251                          SUPERSEDED SURVEY CONTROL
 QQ0251
 QQ0251  NGVD 29 (??/??/92)  451.653  (m)         1481.80   (f) ADJ UNCH    1 2
 QQ0251
 QQ0251.Superseded values are not recommended for survey control.
 QQ0251
 QQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0251.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0251
 QQ0251_MARKER: DB = BENCH MARK DISK
 QQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0251_STAMPING: A 20 1931 1481.798
 QQ0251_MARK LOGO: CGS
 QQ0251_PROJECTION: FLUSH
 QQ0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0251+STABILITY: SURFACE MOTION
 QQ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0251+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0251
 QQ0251  HISTORY     - Date     Condition        Report By
 QQ0251  HISTORY     - 1931     MONUMENTED       CGS
 QQ0251  HISTORY     - 1931     GOOD             CGS
 QQ0251  HISTORY     - 19970314 GOOD             NGS
 QQ0251
 QQ0251                          STATION DESCRIPTION
 QQ0251
 QQ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0251'0.2 MI E FROM ANDOVER.
 QQ0251'1/4 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 QQ0251'RAILROAD FROM THE STATION AT ANDOVER, DAY COUNTY, NEAR A ROAD
 QQ0251'CROSSING, 216 FEET WEST OF THE CENTER LINE OF THE ROAD, 42 FEET
 QQ0251'SOUTH OF THE CENTER LINE OF THE SOUTH YARD TRACK, AND 1-1/2 FEET
 QQ0251'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QQ0251'1481.798 A 20 1931 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QQ0251'WITH THE GROUND.
 QQ0251
 QQ0251                          STATION RECOVERY (1931)
 QQ0251
 QQ0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 QQ0251'RECOVERED IN GOOD CONDITION.
 QQ0251
 QQ0251                          STATION RECOVERY (1997)
 QQ0251
 QQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0251'16.7 KM (10.35 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0251'STATE HIGHWAY 37 IN GROTON, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 QQ0251'MAIN STREET, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG A STREET, THENCE
 QQ0251'0.1 KM (0.05 MI) NORTHERLY ALONG A STREET, 66.0 M (216.5 FT) WEST OF
 QQ0251'THE STREET CENTER, 18.1 M (59.4 FT) SOUTH OF THE NEAR RAIL OF THE
 QQ0251'BURLINGTON NORTHERN RAILROAD, 6.6 M (21.7 FT) WEST OF A WITNESS POST
 QQ0251'AND FENCE, 5.5 M (18.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.5 M
 QQ0251'(1.6 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH WITH
 QQ0251'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0117 ***********************************************************************
 QR0117  DESIGNATION -  A 21
 QR0117  PID         -  QR0117
 QR0117  STATE/COUNTY-  SD/EDMUNDS
 QR0117  COUNTRY     -  US
 QR0117  USGS QUAD   -  MINA NW (2017)
 QR0117
 QR0117                         *CURRENT SURVEY CONTROL
 QR0117  ______________________________________________________________________
 QR0117* NAD 83(1986) POSITION- 45 26 33.     (N) 098 59 18.     (W)   SCALED
 QR0117* NAVD 88 ORTHO HEIGHT -   458.337 (meters)     1503.73  (feet) ADJUSTED
 QR0117  ______________________________________________________________________
 QR0117  GEOID HEIGHT    -        -23.624 (meters)                     GEOID18
 QR0117  DYNAMIC HEIGHT  -        458.300 (meters)     1503.61  (feet) COMP
 QR0117  MODELED GRAVITY -    980,520.2   (mgal)                       NAVD 88
 QR0117
 QR0117  VERT ORDER      -  FIRST     CLASS II
 QR0117
 QR0117.The horizontal coordinates were scaled from a map and have
 QR0117.an estimated accuracy of +/- 6 seconds.
 QR0117
 QR0117.The orthometric height was determined by differential leveling and
 QR0117.adjusted by the NATIONAL GEODETIC SURVEY
 QR0117.in June 1991.
 QR0117
 QR0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0117.GEOID18 height accuracy estimate available here.
 QR0117
 QR0117.Click photographs - Photos may exist for this station.
 QR0117
 QR0117.The dynamic height is computed by dividing the NAVD 88
 QR0117.geopotential number by the normal gravity value computed on the
 QR0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0117.degrees latitude (g = 980.6199 gals.).
 QR0117
 QR0117.The modeled gravity was interpolated from observed gravity values.
 QR0117
 QR0117;                    North         East    Units  Estimated Accuracy
 QR0117;SPC SD N     -   179,310.      679,150.      MT  (+/- 180 meters Scaled)
 QR0117
 QR0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR009321(NAD 83)
 QR0117
 QR0117                          SUPERSEDED SURVEY CONTROL
 QR0117
 QR0117  NGVD 29 (??/??/92)  458.003  (m)         1502.63   (f) ADJ UNCH    1 2
 QR0117
 QR0117.Superseded values are not recommended for survey control.
 QR0117
 QR0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0117.See file dsdata.pdf to determine how the superseded data were derived.
 QR0117
 QR0117_MARKER: DB = BENCH MARK DISK
 QR0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0117_STAMPING: A 21 1931 1502.631
 QR0117_MARK LOGO: CGS
 QR0117_PROJECTION: FLUSH
 QR0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0117+STABILITY: SURFACE MOTION
 QR0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0117+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0117
 QR0117  HISTORY     - Date     Condition        Report By
 QR0117  HISTORY     - 1931     MONUMENTED       CGS
 QR0117  HISTORY     - 1934     GOOD             CGS
 QR0117  HISTORY     - 19970314 GOOD             NGS
 QR0117
 QR0117                          STATION DESCRIPTION
 QR0117
 QR0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0117'2 MI E FROM IPSWICH.
 QR0117'2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0117'RAILROAD FROM IPSWICH, EDMUNDS COUNTY, AT A ROAD CROSSING, 47
 QR0117'FEET NORTH OF THE NORTH RAIL, 46 FEET WEST OF THE CENTER LINE OF
 QR0117'THE ROAD, 6 FEET WEST OF ONE FENCE, 1 FOOT SOUTH OF ANOTHER
 QR0117'FENCE, AND 1/2 INCH UNDER GROUND.  A STANDARD DISK, STAMPED
 QR0117'1502.631 A 21 1931 AND SET IN THE TOP OF A CONCRETE POST.
 QR0117
 QR0117                          STATION RECOVERY (1934)
 QR0117
 QR0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0117'RECOVERED IN GOOD CONDITION.
 QR0117
 QR0117                          STATION RECOVERY (1997)
 QR0117
 QR0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0117'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0117'STATE HIGHWAY 45 IN IPSWICH, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A
 QR0117'GRAVELED ROAD, 16.1 M (52.8 FT) EAST OF A UTILITY POLE, 14.1 M (46.3
 QR0117'FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 12.2 M
 QR0117'(40.0 FT) WEST OF THE ROAD CENTER, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 QR0117'THE ROAD, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 QR0117'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0833 ***********************************************************************
 PT0833  DESIGNATION -  A 21
 PT0833  PID         -  PT0833
 PT0833  STATE/COUNTY-  SD/ZIEBACH
 PT0833  COUNTRY     -  US
 PT0833  USGS QUAD   -  LONGBRAKE RANCH (2017)
 PT0833
 PT0833                         *CURRENT SURVEY CONTROL
 PT0833  ______________________________________________________________________
 PT0833* NAD 83(1986) POSITION- 44 46 35.     (N) 101 38 04.     (W)   SCALED
 PT0833* NAVD 88 ORTHO HEIGHT -   723.396 (meters)     2373.34  (feet) ADJUSTED
 PT0833  ______________________________________________________________________
 PT0833  GEOID HEIGHT    -        -20.833 (meters)                     GEOID18
 PT0833  DYNAMIC HEIGHT  -        723.243 (meters)     2372.84  (feet) COMP
 PT0833  MODELED GRAVITY -    980,381.7   (mgal)                       NAVD 88
 PT0833
 PT0833  VERT ORDER      -  FIRST     CLASS II
 PT0833
 PT0833.The horizontal coordinates were scaled from a map and have
 PT0833.an estimated accuracy of +/- 6 seconds.
 PT0833
 PT0833.The orthometric height was determined by differential leveling and
 PT0833.adjusted by the NATIONAL GEODETIC SURVEY
 PT0833.in June 1991.
 PT0833
 PT0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0833.GEOID18 height accuracy estimate available here.
 PT0833
 PT0833.Click photographs - Photos may exist for this station.
 PT0833
 PT0833.The dynamic height is computed by dividing the NAVD 88
 PT0833.geopotential number by the normal gravity value computed on the
 PT0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0833.degrees latitude (g = 980.6199 gals.).
 PT0833
 PT0833.The modeled gravity was interpolated from observed gravity values.
 PT0833
 PT0833;                    North         East    Units  Estimated Accuracy
 PT0833;SPC SD N     -   106,100.      470,640.      MT  (+/- 180 meters Scaled)
 PT0833
 PT0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ915614(NAD 83)
 PT0833
 PT0833                          SUPERSEDED SURVEY CONTROL
 PT0833
 PT0833  NGVD 29 (??/??/92)  722.951  (m)         2371.88   (f) ADJ UNCH    1 2
 PT0833
 PT0833.Superseded values are not recommended for survey control.
 PT0833
 PT0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0833.See file dsdata.pdf to determine how the superseded data were derived.
 PT0833
 PT0833_MARKER: DB = BENCH MARK DISK
 PT0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0833_STAMPING: A 21 1933
 PT0833_MARK LOGO: CGS
 PT0833_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0833+STABILITY: SURFACE MOTION
 PT0833
 PT0833  HISTORY     - Date     Condition        Report By
 PT0833  HISTORY     - 1933     MONUMENTED       CGS
 PT0833  HISTORY     - 1970     MARK NOT FOUND   USGS
 PT0833
 PT0833                          STATION DESCRIPTION
 PT0833
 PT0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0833'15 MI N FROM CHERRY CREEK.
 PT0833'19.5 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0833'COUNTY, ABOUT 15.0 MILES NORTH OF CHERRY CREEK, AT THE BOUNDARY
 PT0833'LINE OF THE INDIAN RESERVATION, ABOUT 100 FEET WEST OF THE
 PT0833'CENTER LINE OF THE ROAD, AND 7 FEET SOUTH OF THE RESERVATION
 PT0833'LINE.  A STANDARD DISK, STAMPED A 21 1933 AND SET IN THE TOP
 PT0833'OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 PT0833'NOTE-- A LARGE HOLE WAS FOUND IN AREA WHERE MARKER SHOULD HAVE
 PT0833'BEEN.
 PT0833
 PT0833                          STATION RECOVERY (1970)
 PT0833
 PT0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PT0833'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0512 ***********************************************************************
 PT0512  DESIGNATION -  A 22
 PT0512  PID         -  PT0512
 PT0512  STATE/COUNTY-  SD/HAAKON
 PT0512  COUNTRY     -  US
 PT0512  USGS QUAD   -  ELBON (2017)
 PT0512
 PT0512                         *CURRENT SURVEY CONTROL
 PT0512  ______________________________________________________________________
 PT0512* NAD 83(1986) POSITION- 44 16 32.     (N) 101 40 03.     (W)   SCALED
 PT0512* NAVD 88 ORTHO HEIGHT -   777.372 (meters)     2550.43  (feet) ADJUSTED
 PT0512  ______________________________________________________________________
 PT0512  GEOID HEIGHT    -        -20.998 (meters)                     GEOID18
 PT0512  DYNAMIC HEIGHT  -        777.156 (meters)     2549.72  (feet) COMP
 PT0512  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 PT0512
 PT0512  VERT ORDER      -  FIRST     CLASS II
 PT0512
 PT0512.The horizontal coordinates were scaled from a map and have
 PT0512.an estimated accuracy of +/- 6 seconds.
 PT0512
 PT0512.The orthometric height was determined by differential leveling and
 PT0512.adjusted by the NATIONAL GEODETIC SURVEY
 PT0512.in June 1991.
 PT0512
 PT0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0512.GEOID18 height accuracy estimate available here.
 PT0512
 PT0512.Click photographs - Photos may exist for this station.
 PT0512
 PT0512.The dynamic height is computed by dividing the NAVD 88
 PT0512.geopotential number by the normal gravity value computed on the
 PT0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0512.degrees latitude (g = 980.6199 gals.).
 PT0512
 PT0512.The modeled gravity was interpolated from observed gravity values.
 PT0512
 PT0512;                    North         East    Units  Estimated Accuracy
 PT0512;SPC SD S     -   216,630.      493,500.      MT  (+/- 180 meters Scaled)
 PT0512
 PT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ871059(NAD 83)
 PT0512
 PT0512                          SUPERSEDED SURVEY CONTROL
 PT0512
 PT0512  NGVD 29 (??/??/92)  776.911  (m)         2548.92   (f) ADJ UNCH    1 2
 PT0512
 PT0512.Superseded values are not recommended for survey control.
 PT0512
 PT0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0512.See file dsdata.pdf to determine how the superseded data were derived.
 PT0512
 PT0512_MARKER: DB = BENCH MARK DISK
 PT0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0512_STAMPING: A 22 1933
 PT0512_MARK LOGO: CGS
 PT0512_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0512+STABILITY: SURFACE MOTION
 PT0512
 PT0512  HISTORY     - Date     Condition        Report By
 PT0512  HISTORY     - 1933     MONUMENTED       CGS
 PT0512  HISTORY     - 1962     MARK NOT FOUND   CGS
 PT0512
 PT0512                          STATION DESCRIPTION
 PT0512
 PT0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0512'13 MI S FROM MILESVILLE.
 PT0512'4.0 MILES SOUTH ALONG THE PHILIP ROAD FROM MILESVILLE, HAAKON
 PT0512'COUNTY, 9 MILES SOUTH ALONG STATE HIGHWAY 73, AT THE INTERSECTION
 PT0512'OF A SECTION-LINE ROAD, 75 FEET SOUTH OF THE CENTERLINE OF THE
 PT0512'SECTION-LINE ROAD, AND 53 FEET EAST OF THE CENTERLINE OF THE
 PT0512'HIGHWAY.  A STANDARD DISK, STAMPED A 22 1933 AND SET IN THE TOP
 PT0512'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0339 ***********************************************************************
 OS0339  DESIGNATION -  A 23
 OS0339  PID         -  OS0339
 OS0339  STATE/COUNTY-  SD/BENNETT
 OS0339  COUNTRY     -  US
 OS0339  USGS QUAD   -  BUZZARD BUTTE (2017)
 OS0339
 OS0339                         *CURRENT SURVEY CONTROL
 OS0339  ______________________________________________________________________
 OS0339* NAD 83(1986) POSITION- 43 23 06.     (N) 101 30 26.     (W)   SCALED
 OS0339* NAVD 88 ORTHO HEIGHT -   858.279 (meters)     2815.87  (feet) ADJUSTED
 OS0339  ______________________________________________________________________
 OS0339  GEOID HEIGHT    -        -20.820 (meters)                     GEOID18
 OS0339  DYNAMIC HEIGHT  -        857.949 (meters)     2814.79  (feet) COMP
 OS0339  MODELED GRAVITY -    980,206.3   (mgal)                       NAVD 88
 OS0339
 OS0339  VERT ORDER      -  SECOND    CLASS 0
 OS0339
 OS0339.The horizontal coordinates were scaled from a map and have
 OS0339.an estimated accuracy of +/- 6 seconds.
 OS0339
 OS0339.The orthometric height was determined by differential leveling and
 OS0339.adjusted by the NATIONAL GEODETIC SURVEY
 OS0339.in June 1991.
 OS0339
 OS0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0339.GEOID18 height accuracy estimate available here.
 OS0339
 OS0339.Click photographs - Photos may exist for this station.
 OS0339
 OS0339.The dynamic height is computed by dividing the NAVD 88
 OS0339.geopotential number by the normal gravity value computed on the
 OS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0339.degrees latitude (g = 980.6199 gals.).
 OS0339
 OS0339.The modeled gravity was interpolated from observed gravity values.
 OS0339
 OS0339;                    North         East    Units  Estimated Accuracy
 OS0339;SPC SD S     -   117,500.      504,890.      MT  (+/- 180 meters Scaled)
 OS0339
 OS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP969066(NAD 83)
 OS0339
 OS0339                          SUPERSEDED SURVEY CONTROL
 OS0339
 OS0339  NGVD 29 (??/??/92)  857.832  (m)         2814.40   (f) ADJ UNCH    2 0
 OS0339
 OS0339.Superseded values are not recommended for survey control.
 OS0339
 OS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0339.See file dsdata.pdf to determine how the superseded data were derived.
 OS0339
 OS0339_MARKER: DB = BENCH MARK DISK
 OS0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0339_STAMPING: A 23 1934
 OS0339_MARK LOGO: CGS
 OS0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0339+STABILITY: SURFACE MOTION
 OS0339
 OS0339  HISTORY     - Date     Condition        Report By
 OS0339  HISTORY     - 1934     MONUMENTED       CGS
 OS0339  HISTORY     - 1941     GOOD             CGS
 OS0339
 OS0339                          STATION DESCRIPTION
 OS0339
 OS0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0339'8 MI N FROM PATRICIA.
 OS0339'8.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0339'COUNTY, 34 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 OS0339'AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OS0339'STAMPED A 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9510 ***********************************************************************
 AE9510  DESIGNATION -  A 24 RESET
 AE9510  PID         -  AE9510
 AE9510  STATE/COUNTY-  SD/PENNINGTON
 AE9510  COUNTRY     -  US
 AE9510  USGS QUAD   -  RAPID CITY EAST (2017)
 AE9510
 AE9510                         *CURRENT SURVEY CONTROL
 AE9510  ______________________________________________________________________
 AE9510* NAD 83(1986) POSITION- 44 04 13.4    (N) 103 14 01.3    (W)   HD_HELD2
 AE9510* NAVD 88 ORTHO HEIGHT -  1011.55  (meters)     3318.7   (feet) RESET
 AE9510  ______________________________________________________________________
 AE9510  GEOID HEIGHT    -        -15.786 (meters)                     GEOID18
 AE9510  VERT ORDER      -  THIRD
 AE9510
 AE9510.The horizontal coordinates were established by autonomous hand held GPS
 AE9510.observations and have an estimated accuracy of +/- 10 meters.
 AE9510
 AE9510.The orthometric height was computed from unverified reset data.
 AE9510
 AE9510.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9510.GEOID18 height accuracy estimate available here.
 AE9510
 AE9510.Click photographs - Photos may exist for this station.
 AE9510
 AE9510;                    North         East    Units  Estimated Accuracy
 AE9510;SPC SD S     -   197,032.      367,710.      MT  (+/- 10 meters HH2 GPS)
 AE9510
 AE9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4144581207(NAD 83)
 AE9510
 AE9510                          SUPERSEDED SURVEY CONTROL
 AE9510
 AE9510.No superseded survey control is available for this station.
 AE9510
 AE9510_MARKER: DV = VERTICAL CONTROL DISK
 AE9510_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE9510_SP_SET: PLATFORM
 AE9510_STAMPING: A 24 RESET EL-3317.205 RAPID CITY 1997
 AE9510_MARK LOGO: NGS
 AE9510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9510
 AE9510  HISTORY     - Date     Condition        Report By
 AE9510  HISTORY     - 1997     MONUMENTED       LOCENG
 AE9510  HISTORY     - 20201008 GOOD             USPSQD
 AE9510
 AE9510                          STATION DESCRIPTION
 AE9510
 AE9510'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (BP)
 AE9510'0.9 MILE (1.4 KM) SOUTH ALONG 8TH STREET FROM THE CHICAGO AND
 AE9510'NORTHWESTERN RAILWAY STATION AT RAPID CITY, THENCE 1 BLOCK WEST ALONG
 AE9510'FRANKLIN STREET.  AT THE NORTH ENTRANCE TO WILSON ELEMENTARY SCHOOL AT
 AE9510'THE WEST EDGE OF THE STOOP FOR SIDEWALK.
 AE9510
 AE9510                          STATION RECOVERY (2020)
 AE9510
 AE9510'RECOVERY NOTE BY US POWER SQUADRON 2020 (LJG)
 AE9510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1736 ***********************************************************************
 PU1736  DESIGNATION -  A 25
 PU1736  PID         -  PU1736
 PU1736  STATE/COUNTY-  SD/BUTTE
 PU1736  COUNTRY     -  US
 PU1736  USGS QUAD   -  JOLLY (2017)
 PU1736
 PU1736                         *CURRENT SURVEY CONTROL
 PU1736  ______________________________________________________________________
 PU1736* NAD 83(1986) POSITION- 44 36 36.     (N) 103 46 56.     (W)   SCALED
 PU1736* NAVD 88 ORTHO HEIGHT -   977.573 (meters)     3207.25  (feet) ADJUSTED
 PU1736  ______________________________________________________________________
 PU1736  GEOID HEIGHT    -        -15.277 (meters)                     GEOID18
 PU1736  DYNAMIC HEIGHT  -        977.288 (meters)     3206.32  (feet) COMP
 PU1736  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 PU1736
 PU1736  VERT ORDER      -  FIRST     CLASS II
 PU1736
 PU1736.The horizontal coordinates were scaled from a map and have
 PU1736.an estimated accuracy of +/- 6 seconds.
 PU1736
 PU1736.The orthometric height was determined by differential leveling and
 PU1736.adjusted by the NATIONAL GEODETIC SURVEY
 PU1736.in June 1991.
 PU1736
 PU1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1736.GEOID18 height accuracy estimate available here.
 PU1736
 PU1736.Click photographs - Photos may exist for this station.
 PU1736
 PU1736.The dynamic height is computed by dividing the NAVD 88
 PU1736.geopotential number by the normal gravity value computed on the
 PU1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1736.degrees latitude (g = 980.6199 gals.).
 PU1736
 PU1736.The modeled gravity was interpolated from observed gravity values.
 PU1736
 PU1736;                    North         East    Units  Estimated Accuracy
 PU1736;SPC SD N     -    93,320.      299,890.      MT  (+/- 180 meters Scaled)
 PU1736
 PU1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK966403(NAD 83)
 PU1736
 PU1736                          SUPERSEDED SURVEY CONTROL
 PU1736
 PU1736  NGVD 29 (??/??/92)  977.073  (m)         3205.61   (f) ADJ UNCH    1 2
 PU1736
 PU1736.Superseded values are not recommended for survey control.
 PU1736
 PU1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1736.See file dsdata.pdf to determine how the superseded data were derived.
 PU1736
 PU1736_MARKER: DB = BENCH MARK DISK
 PU1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1736_STAMPING: A 25 1934
 PU1736_MARK LOGO: CGS
 PU1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1736+STABILITY: SURFACE MOTION
 PU1736
 PU1736  HISTORY     - Date     Condition        Report By
 PU1736  HISTORY     - 1934     MONUMENTED       CGS
 PU1736  HISTORY     - 1962     GOOD             CGS
 PU1736
 PU1736                          STATION DESCRIPTION
 PU1736
 PU1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1736'5.4 MI NW FROM ST ONGE.
 PU1736'ABOUT 5.35 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1736'RAILWAY FROM THE POST OFFICE AT ST. ONGE, OR ABOUT 6.1 MILES
 PU1736'SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PU1736'STATION AT BELLE FOURCHE, IN SECTION 32, T 8 N, R 3 E, 142 FEET
 PU1736'NORTHWEST AND ACROSS THE TRACK FROM MILE POST 148, 40 1/2 FEET
 PU1736'NORTHEAST OF THE NORTHEAST RAIL, 6 1/2 FEET SOUTHWEST OF A FENCE,
 PU1736'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 PU1736'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 PU1736'PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0292 ***********************************************************************
 QT0292  DESIGNATION -  A 26
 QT0292  PID         -  QT0292
 QT0292  STATE/COUNTY-  SD/BUTTE
 QT0292  COUNTRY     -  US
 QT0292  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0292
 QT0292                         *CURRENT SURVEY CONTROL
 QT0292  ______________________________________________________________________
 QT0292* NAD 83(1986) POSITION- 45 11 55.     (N) 103 37 26.     (W)   SCALED
 QT0292* NAVD 88 ORTHO HEIGHT -   910.575 (meters)     2987.44  (feet) ADJUSTED
 QT0292  ______________________________________________________________________
 QT0292  GEOID HEIGHT    -        -16.206 (meters)                     GEOID18
 QT0292  DYNAMIC HEIGHT  -        910.375 (meters)     2986.79  (feet) COMP
 QT0292  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 QT0292
 QT0292  VERT ORDER      -  FIRST     CLASS II
 QT0292
 QT0292.The horizontal coordinates were scaled from a map and have
 QT0292.an estimated accuracy of +/- 6 seconds.
 QT0292
 QT0292.The orthometric height was determined by differential leveling and
 QT0292.adjusted by the NATIONAL GEODETIC SURVEY
 QT0292.in June 1991.
 QT0292
 QT0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0292.GEOID18 height accuracy estimate available here.
 QT0292
 QT0292.Click photographs - Photos may exist for this station.
 QT0292
 QT0292.The dynamic height is computed by dividing the NAVD 88
 QT0292.geopotential number by the normal gravity value computed on the
 QT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0292.degrees latitude (g = 980.6199 gals.).
 QT0292
 QT0292.The modeled gravity was interpolated from observed gravity values.
 QT0292
 QT0292;                    North         East    Units  Estimated Accuracy
 QT0292;SPC SD N     -   158,090.      315,370.      MT  (+/- 180 meters Scaled)
 QT0292
 QT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL080059(NAD 83)
 QT0292
 QT0292                          SUPERSEDED SURVEY CONTROL
 QT0292
 QT0292  NGVD 29 (??/??/92)  910.087  (m)         2985.84   (f) ADJ UNCH    1 2
 QT0292
 QT0292.Superseded values are not recommended for survey control.
 QT0292
 QT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0292.See file dsdata.pdf to determine how the superseded data were derived.
 QT0292
 QT0292_MARKER: DB = BENCH MARK DISK
 QT0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QT0292_SP_SET: BRIDGE
 QT0292_STAMPING: A 26 1934
 QT0292_MARK LOGO: CGS
 QT0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0292
 QT0292  HISTORY     - Date     Condition        Report By
 QT0292  HISTORY     - 1934     MONUMENTED       CGS
 QT0292  HISTORY     - 1973     GOOD             USGS
 QT0292
 QT0292                          STATION DESCRIPTION
 QT0292
 QT0292'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0292'5 MI S FROM REDIG.
 QT0292'REDIG, 5.0 MI. SOUTH OF ALONG U.S. HWY 85, 3.65 MI. WEST ALONG
 QT0292'A BLACK TOP RD. (OLD HWY. 85), AT THE WEST END OF A CONCRETE
 QT0292'BRIDGE, 11 FT. NORTH OF THE CENTERLINE OF THE HWY. AND LEVEL WITH
 QT0292'THE HWY., A STANDARD TABLET STAMPED A 26 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0207 ***********************************************************************
 QR0207  DESIGNATION -  A 27
 QR0207  PID         -  QR0207
 QR0207  STATE/COUNTY-  SD/EDMUNDS
 QR0207  COUNTRY     -  US
 QR0207  USGS QUAD   -  ROSCOE NW (2017)
 QR0207
 QR0207                         *CURRENT SURVEY CONTROL
 QR0207  ______________________________________________________________________
 QR0207* NAD 83(1986) POSITION- 45 27 00.     (N) 099 23 16.     (W)   SCALED
 QR0207* NAVD 88 ORTHO HEIGHT -   554.148 (meters)     1818.07  (feet) ADJUSTED
 QR0207  ______________________________________________________________________
 QR0207  GEOID HEIGHT    -        -23.060 (meters)                     GEOID18
 QR0207  DYNAMIC HEIGHT  -        554.092 (meters)     1817.88  (feet) COMP
 QR0207  MODELED GRAVITY -    980,495.8   (mgal)                       NAVD 88
 QR0207
 QR0207  VERT ORDER      -  FIRST     CLASS II
 QR0207
 QR0207.The horizontal coordinates were scaled from a map and have
 QR0207.an estimated accuracy of +/- 6 seconds.
 QR0207
 QR0207.The orthometric height was determined by differential leveling and
 QR0207.adjusted by the NATIONAL GEODETIC SURVEY
 QR0207.in June 1991.
 QR0207
 QR0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0207.GEOID18 height accuracy estimate available here.
 QR0207
 QR0207.Click photographs - Photos may exist for this station.
 QR0207
 QR0207.The dynamic height is computed by dividing the NAVD 88
 QR0207.geopotential number by the normal gravity value computed on the
 QR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0207.degrees latitude (g = 980.6199 gals.).
 QR0207
 QR0207.The modeled gravity was interpolated from observed gravity values.
 QR0207
 QR0207;                    North         East    Units  Estimated Accuracy
 QR0207;SPC SD N     -   179,830.      647,890.      MT  (+/- 180 meters Scaled)
 QR0207
 QR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR696330(NAD 83)
 QR0207
 QR0207                          SUPERSEDED SURVEY CONTROL
 QR0207
 QR0207  NGVD 29 (??/??/92)  553.767  (m)         1816.82   (f) ADJ UNCH    1 2
 QR0207
 QR0207.Superseded values are not recommended for survey control.
 QR0207
 QR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0207.See file dsdata.pdf to determine how the superseded data were derived.
 QR0207
 QR0207_MARKER: DB = BENCH MARK DISK
 QR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0207_STAMPING: A 27 1934
 QR0207_MARK LOGO: CGS
 QR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0207+STABILITY: SURFACE MOTION
 QR0207
 QR0207  HISTORY     - Date     Condition        Report By
 QR0207  HISTORY     - 1934     MONUMENTED       CGS
 QR0207  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0207
 QR0207                          STATION DESCRIPTION
 QR0207
 QR0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0207'2 MI W FROM ROSCOE.
 QR0207'2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0207'RAILROAD FROM ROSCOE, EDMUNDS COUNTY, ABOUT 34 YARDS SOUTH OF
 QR0207'MILEPOST 44, 56 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 QR0207'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QR0207'A 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0207
 QR0207                          STATION RECOVERY (1974)
 QR0207
 QR0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0091 ***********************************************************************
 QS0091  DESIGNATION -  A 28
 QS0091  PID         -  QS0091
 QS0091  STATE/COUNTY-  SD/WALWORTH
 QS0091  COUNTRY     -  US
 QS0091  USGS QUAD   -  SELBY SW (2017)
 QS0091
 QS0091                         *CURRENT SURVEY CONTROL
 QS0091  ______________________________________________________________________
 QS0091* NAD 83(1986) POSITION- 45 31 02.     (N) 100 11 29.     (W)   SCALED
 QS0091* NAVD 88 ORTHO HEIGHT -   539.723 (meters)     1770.74  (feet) ADJUSTED
 QS0091  ______________________________________________________________________
 QS0091  GEOID HEIGHT    -        -22.143 (meters)                     GEOID18
 QS0091  DYNAMIC HEIGHT  -        539.667 (meters)     1770.56  (feet) COMP
 QS0091  MODELED GRAVITY -    980,494.0   (mgal)                       NAVD 88
 QS0091
 QS0091  VERT ORDER      -  FIRST     CLASS II
 QS0091
 QS0091.The horizontal coordinates were scaled from a map and have
 QS0091.an estimated accuracy of +/- 6 seconds.
 QS0091
 QS0091.The orthometric height was determined by differential leveling and
 QS0091.adjusted by the NATIONAL GEODETIC SURVEY
 QS0091.in June 1991.
 QS0091
 QS0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0091.GEOID18 height accuracy estimate available here.
 QS0091
 QS0091.Click photographs - Photos may exist for this station.
 QS0091
 QS0091.The dynamic height is computed by dividing the NAVD 88
 QS0091.geopotential number by the normal gravity value computed on the
 QS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0091.degrees latitude (g = 980.6199 gals.).
 QS0091
 QS0091.The modeled gravity was interpolated from observed gravity values.
 QS0091
 QS0091;                    North         East    Units  Estimated Accuracy
 QS0091;SPC SD N     -   187,140.      585,050.      MT  (+/- 180 meters Scaled)
 QS0091
 QS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR069411(NAD 83)
 QS0091
 QS0091                          SUPERSEDED SURVEY CONTROL
 QS0091
 QS0091  NGVD 29 (??/??/92)  539.352  (m)         1769.52   (f) ADJ UNCH    1 2
 QS0091
 QS0091.Superseded values are not recommended for survey control.
 QS0091
 QS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0091.See file dsdata.pdf to determine how the superseded data were derived.
 QS0091
 QS0091_MARKER: DB = BENCH MARK DISK
 QS0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0091_STAMPING: A 28 1934
 QS0091_MARK LOGO: CGS
 QS0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0091+STABILITY: SURFACE MOTION
 QS0091
 QS0091  HISTORY     - Date     Condition        Report By
 QS0091  HISTORY     - 1934     MONUMENTED       CGS
 QS0091  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0091
 QS0091                          STATION DESCRIPTION
 QS0091
 QS0091'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0091'4.4 MI E FROM GLENHAM.
 QS0091'4.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0091'PACIFIC RAILROAD FROM GLENHAM, WALWORTH COUNTY, 24 FEET EAST
 QS0091'OF MILEPOST 85, 200 YARDS EAST OF A SELBY EQUITY GRAIN ELEVATOR,
 QS0091'60 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 5 FEET
 QS0091'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A
 QS0091'28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0047 ***********************************************************************
 QT0047  DESIGNATION -  A 29
 QT0047  PID         -  QT0047
 QT0047  STATE/COUNTY-  SD/PERKINS
 QT0047  COUNTRY     -  US
 QT0047  USGS QUAD   -  COAL SPRINGS NW (2017)
 QT0047
 QT0047                         *CURRENT SURVEY CONTROL
 QT0047  ______________________________________________________________________
 QT0047* NAD 83(1986) POSITION- 45 27 51.     (N) 102 10 02.     (W)   SCALED
 QT0047* NAVD 88 ORTHO HEIGHT -   808.909 (meters)     2653.90  (feet) ADJUSTED
 QT0047  ______________________________________________________________________
 QT0047  GEOID HEIGHT    -        -18.843 (meters)                     GEOID18
 QT0047  DYNAMIC HEIGHT  -        808.782 (meters)     2653.48  (feet) COMP
 QT0047  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 QT0047
 QT0047  VERT ORDER      -  FIRST     CLASS II
 QT0047
 QT0047.The horizontal coordinates were scaled from a map and have
 QT0047.an estimated accuracy of +/- 6 seconds.
 QT0047
 QT0047.The orthometric height was determined by differential leveling and
 QT0047.adjusted by the NATIONAL GEODETIC SURVEY
 QT0047.in June 1991.
 QT0047
 QT0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0047.GEOID18 height accuracy estimate available here.
 QT0047
 QT0047.Click photographs - Photos may exist for this station.
 QT0047
 QT0047.The dynamic height is computed by dividing the NAVD 88
 QT0047.geopotential number by the normal gravity value computed on the
 QT0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0047.degrees latitude (g = 980.6199 gals.).
 QT0047
 QT0047.The modeled gravity was interpolated from observed gravity values.
 QT0047
 QT0047;                    North         East    Units  Estimated Accuracy
 QT0047;SPC SD N     -   183,490.      430,530.      MT  (+/- 180 meters Scaled)
 QT0047
 QT0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL214384(NAD 83)
 QT0047
 QT0047                          SUPERSEDED SURVEY CONTROL
 QT0047
 QT0047  NGVD 29 (??/??/92)  808.462  (m)         2652.43   (f) ADJ UNCH    1 2
 QT0047
 QT0047.Superseded values are not recommended for survey control.
 QT0047
 QT0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0047.See file dsdata.pdf to determine how the superseded data were derived.
 QT0047
 QT0047_MARKER: DB = BENCH MARK DISK
 QT0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0047_STAMPING: A 29 1934
 QT0047_MARK LOGO: CGS
 QT0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0047+STABILITY: SURFACE MOTION
 QT0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0047+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0047
 QT0047  HISTORY     - Date     Condition        Report By
 QT0047  HISTORY     - 1934     MONUMENTED       CGS
 QT0047  HISTORY     - 1941     GOOD             CGS
 QT0047  HISTORY     - 19990621 GOOD             NGS
 QT0047
 QT0047                          STATION DESCRIPTION
 QT0047
 QT0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0047'3.9 MI NW FROM COAL SPRINGS.
 QT0047'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 8 FROM COAL SPRINGS,
 QT0047'PERKINS COUNTY, 52 FEET NORTHEAST OF THE CENTERLINE OF THE
 QT0047'HIGHWAY, AT AN ANGLE IN THE RIGHT-OF-WAY FENCE, AND 4 FEET
 QT0047'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED A 29 1934 AND SET
 QT0047'IN THE TOP OF A CONCRETE POST.
 QT0047
 QT0047                          STATION RECOVERY (1941)
 QT0047
 QT0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QT0047'RECOVERED IN GOOD CONDITION.
 QT0047
 QT0047                          STATION RECOVERY (1999)
 QT0047
 QT0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0047'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0047'MEADOW, THENCE 11.3 KM (7.00 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QT0047'391.7 M (1285.1 FT) NORTH OF MILEPOST 102, 220.0 M (721.8 FT) EAST OF
 QT0047'THE HIGHWAY CENTERLINE, 190.2 M (624.0 FT) EAST OF A WITNESS POST AND
 QT0047'FENCE, 14.0 M (45.9 FT) EAST OF THE CENTER OF AN ABANDONED ROAD BED,
 QT0047'1.5 M (4.9 FT) ABOVE THE LEVEL OF THE ROAD BED, 0.2 M (0.7 FT) WEST OF
 QT0047'A CAIRN, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 QT0047'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GORDON LENSEGRAV,
 QT0047'13400 HIGHWAY 73, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0192 ***********************************************************************
 QS0192  DESIGNATION -  A 295 RESET
 QS0192  PID         -  QS0192
 QS0192  STATE/COUNTY-  SD/WALWORTH
 QS0192  COUNTRY     -  US
 QS0192  USGS QUAD   -  AKASKA NE (2017)
 QS0192
 QS0192                         *CURRENT SURVEY CONTROL
 QS0192  ______________________________________________________________________
 QS0192* NAD 83(1986) POSITION- 45 26 47.     (N) 100 02 17.     (W)   SCALED
 QS0192* NAVD 88 ORTHO HEIGHT -   601.91  (meters)     1974.8   (feet) RESET
 QS0192  ______________________________________________________________________
 QS0192  GEOID HEIGHT    -        -22.242 (meters)                     GEOID18
 QS0192  VERT ORDER      -  THIRD
 QS0192
 QS0192.The horizontal coordinates were scaled from a map and have
 QS0192.an estimated accuracy of +/- 6 seconds.
 QS0192
 QS0192.The orthometric height was computed from unverified reset data.
 QS0192
 QS0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0192.GEOID18 height accuracy estimate available here.
 QS0192
 QS0192.Click photographs - Photos may exist for this station.
 QS0192
 QS0192;                    North         East    Units  Estimated Accuracy
 QS0192;SPC SD N     -   179,250.      597,020.      MT  (+/- 180 meters Scaled)
 QS0192
 QS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188330(NAD 83)
 QS0192
 QS0192                          SUPERSEDED SURVEY CONTROL
 QS0192
 QS0192.No superseded survey control is available for this station.
 QS0192
 QS0192_MARKER: DB = BENCH MARK DISK
 QS0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0192_STAMPING: A 295 RESET 1946
 QS0192_MARK LOGO: CGS
 QS0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0192+STABILITY: SURFACE MOTION
 QS0192
 QS0192  HISTORY     - Date     Condition        Report By
 QS0192  HISTORY     - 1946     MONUMENTED       SDHD
 QS0192  HISTORY     - 1947     GOOD             SDHD
 QS0192
 QS0192                          STATION DESCRIPTION
 QS0192
 QS0192'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1946
 QS0192'4.4 MI S FROM SELBY.
 QS0192'4.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0192'SELBY, ABOUT 0.2 MILE SOUTH OF THE CENTER OF THE JUNCTION OF
 QS0192'U.S. HIGHWAY 12, 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 QS0192'A STANDARD DISK SET IN A CONCRETE POST.  65 FEET SOUTH OF THE
 QS0192'LOCATION OF THE ORIGINAL BM.
 QS0192
 QS0192                          STATION RECOVERY (1947)
 QS0192
 QS0192'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QS0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0193 ***********************************************************************
 QS0193  DESIGNATION -  A 295 RESET
 QS0193  PID         -  QS0193
 QS0193  STATE/COUNTY-  SD/WALWORTH
 QS0193  COUNTRY     -  US
 QS0193  USGS QUAD   -  AKASKA NE (2017)
 QS0193
 QS0193                         *CURRENT SURVEY CONTROL
 QS0193  ______________________________________________________________________
 QS0193* NAD 83(1986) POSITION- 45 26 47.     (N) 100 02 17.     (W)   SCALED
 QS0193* NAVD 88 ORTHO HEIGHT -   602.16  (+/-2cm)     1975.6   (feet) VERTCON3
 QS0193  ______________________________________________________________________
 QS0193  GEOID HEIGHT    -        -22.242 (meters)                     GEOID18
 QS0193  VERT ORDER      -  THIRD (See Below)
 QS0193
 QS0193.The horizontal coordinates were scaled from a map and have
 QS0193.an estimated accuracy of +/- 6 seconds.
 QS0193
 QS0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0193
 QS0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0193.GEOID18 height accuracy estimate available here.
 QS0193
 QS0193.The vertical order pertains to the NGVD 29 superseded value.
 QS0193
 QS0193.Click photographs - Photos may exist for this station.
 QS0193
 QS0193;                    North         East    Units  Estimated Accuracy
 QS0193;SPC SD N     -   179,250.      597,020.      MT  (+/- 180 meters Scaled)
 QS0193
 QS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188330(NAD 83)
 QS0193
 QS0193                          SUPERSEDED SURVEY CONTROL
 QS0193
 QS0193  NGVD 29 (??/??/??)  601.78   (m)         1974.3    (f) RESET       3  
 QS0193
 QS0193.Superseded values are not recommended for survey control.
 QS0193
 QS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0193.See file dsdata.pdf to determine how the superseded data were derived.
 QS0193
 QS0193_MARKER: DB = BENCH MARK DISK
 QS0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0193_STAMPING: A 295 RESET 1961
 QS0193_MARK LOGO: CGS
 QS0193_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0193+STABILITY: SURFACE MOTION
 QS0193
 QS0193  HISTORY     - Date     Condition        Report By
 QS0193  HISTORY     - 1961     MONUMENTED       CGS
 QS0193  HISTORY     - 1968     MARK NOT FOUND   USGS
 QS0193  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0193
 QS0193                          STATION DESCRIPTION
 QS0193
 QS0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QS0193'4.4 MI S FROM SELBY.
 QS0193'THIS MARK IS LOCATED 4.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM
 QS0193'THE COURTHOUSE AT SELBY, ABOUT 0.2 MILE SOUTH OF THE CENTER
 QS0193'OF THE JUNCTION OF U.S. HIGHWAY 12, 99 FEET EAST OF THE CENTERLINE
 QS0193'OF THE HIGHWAY AND 2 FEET SOUTH OF A WHITE WITNESS POST, AND
 QS0193'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 QS0193'ABOVE THE GROUND.
 QS0193
 QS0193                          STATION RECOVERY (1968)
 QS0193
 QS0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QS0193'MARK NOT FOUND.
 QS0193
 QS0193                          STATION RECOVERY (1997)
 QS0193
 QS0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0193'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0315 ***********************************************************************
 PS0315  DESIGNATION -  A 296
 PS0315  PID         -  PS0315
 PS0315  STATE/COUNTY-  SD/HYDE
 PS0315  COUNTRY     -  US
 PS0315  USGS QUAD   -  RICE LAKE (2017)
 PS0315
 PS0315                         *CURRENT SURVEY CONTROL
 PS0315  ______________________________________________________________________
 PS0315* NAD 83(1986) POSITION- 44 45 56.     (N) 099 27 03.     (W)   SCALED
 PS0315* NAVD 88 ORTHO HEIGHT -   540.980 (meters)     1774.87  (feet) ADJUSTED
 PS0315  ______________________________________________________________________
 PS0315  GEOID HEIGHT    -        -23.191 (meters)                     GEOID18
 PS0315  DYNAMIC HEIGHT  -        540.902 (meters)     1774.61  (feet) COMP
 PS0315  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 PS0315
 PS0315  VERT ORDER      -  SECOND    CLASS 0
 PS0315
 PS0315.The horizontal coordinates were scaled from a map and have
 PS0315.an estimated accuracy of +/- 6 seconds.
 PS0315
 PS0315.The orthometric height was determined by differential leveling and
 PS0315.adjusted by the NATIONAL GEODETIC SURVEY
 PS0315.in June 1991.
 PS0315
 PS0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0315.GEOID18 height accuracy estimate available here.
 PS0315
 PS0315.Click photographs - Photos may exist for this station.
 PS0315
 PS0315.The dynamic height is computed by dividing the NAVD 88
 PS0315.geopotential number by the normal gravity value computed on the
 PS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0315.degrees latitude (g = 980.6199 gals.).
 PS0315
 PS0315.The modeled gravity was interpolated from observed gravity values.
 PS0315
 PS0315;                    North         East    Units  Estimated Accuracy
 PS0315;SPC SD N     -   103,740.      643,470.      MT  (+/- 180 meters Scaled)
 PS0315
 PS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ643570(NAD 83)
 PS0315
 PS0315                          SUPERSEDED SURVEY CONTROL
 PS0315
 PS0315  NGVD 29 (??/??/92)  540.637  (m)         1773.74   (f) ADJ UNCH    2 0
 PS0315
 PS0315.Superseded values are not recommended for survey control.
 PS0315
 PS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0315.See file dsdata.pdf to determine how the superseded data were derived.
 PS0315
 PS0315_MARKER: DB = BENCH MARK DISK
 PS0315_SETTING: 80 = SET IN A BOULDER
 PS0315_STAMPING: A 296 1940
 PS0315_MARK LOGO: CGS
 PS0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0315+STABILITY: SURFACE MOTION
 PS0315
 PS0315  HISTORY     - Date     Condition        Report By
 PS0315  HISTORY     - 1940     MONUMENTED       CGS
 PS0315  HISTORY     - 1984     MARK NOT FOUND   NGS
 PS0315
 PS0315                          STATION DESCRIPTION
 PS0315
 PS0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0315'17.5 MI N FROM HIGHMORE.
 PS0315'17.5 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0315'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0315'INTERSECTION OF A SECTION-LINE ROAD, 46 FEET WEST OF THE
 PS0315'CENTERLINE OF THE SENECA ROAD, 44.5 FEET SOUTH OF THE CENTERLINE
 PS0315'OF THE SECTION-LINE ROAD, IN THE TOP OF A LIMESTONE BOULDER
 PS0315'BURIED FLUSH WITH THE GROUND, AND 1.3 FEET EAST OF A WHITE
 PS0315'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 296 1940.
 PS0315
 PS0315                          STATION RECOVERY (1984)
 PS0315
 PS0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0315'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0224 ***********************************************************************
 OR0224  DESIGNATION -  A 297
 OR0224  PID         -  OR0224
 OR0224  STATE/COUNTY-  SD/CHARLES MIX
 OR0224  COUNTRY     -  US
 OR0224  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0224
 OR0224                         *CURRENT SURVEY CONTROL
 OR0224  ______________________________________________________________________
 OR0224* NAD 83(1986) POSITION- 43 10 08.     (N) 098 41 12.     (W)   SCALED
 OR0224* NAVD 88 ORTHO HEIGHT -   471.560 (meters)     1547.11  (feet) ADJUSTED
 OR0224  ______________________________________________________________________
 OR0224  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 OR0224  DYNAMIC HEIGHT  -        471.403 (meters)     1546.59  (feet) COMP
 OR0224  MODELED GRAVITY -    980,273.0   (mgal)                       NAVD 88
 OR0224
 OR0224  VERT ORDER      -  FIRST     CLASS II
 OR0224
 OR0224.The horizontal coordinates were scaled from a map and have
 OR0224.an estimated accuracy of +/- 6 seconds.
 OR0224
 OR0224.The orthometric height was determined by differential leveling and
 OR0224.adjusted by the NATIONAL GEODETIC SURVEY
 OR0224.in June 1991.
 OR0224
 OR0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0224.GEOID18 height accuracy estimate available here.
 OR0224
 OR0224.Click photographs - Photos may exist for this station.
 OR0224
 OR0224.The dynamic height is computed by dividing the NAVD 88
 OR0224.geopotential number by the normal gravity value computed on the
 OR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0224.degrees latitude (g = 980.6199 gals.).
 OR0224
 OR0224.The modeled gravity was interpolated from observed gravity values.
 OR0224
 OR0224;                    North         East    Units  Estimated Accuracy
 OR0224;SPC SD S     -    94,150.      733,890.      MT  (+/- 180 meters Scaled)
 OR0224
 OR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN254796(NAD 83)
 OR0224
 OR0224                          SUPERSEDED SURVEY CONTROL
 OR0224
 OR0224  NGVD 29 (??/??/92)  471.242  (m)         1546.07   (f) ADJ UNCH    1 2
 OR0224
 OR0224.Superseded values are not recommended for survey control.
 OR0224
 OR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0224.See file dsdata.pdf to determine how the superseded data were derived.
 OR0224
 OR0224_MARKER: DB = BENCH MARK DISK
 OR0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0224_SP_SET: CULVERT HEADWALL
 OR0224_STAMPING: A 297 1940
 OR0224_MARK LOGO: CGS
 OR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0224+STABILITY: SURFACE MOTION
 OR0224
 OR0224  HISTORY     - Date     Condition        Report By
 OR0224  HISTORY     - 1940     MONUMENTED       CGS
 OR0224  HISTORY     - 1949     GOOD             CGS
 OR0224  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0224
 OR0224                          STATION DESCRIPTION
 OR0224
 OR0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0224'7.7 MI W FROM LAKE ANDES.
 OR0224'7.7 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE CHICAGO, MILWAUKEE,
 OR0224'ST. PAUL AND PACIFIC RAILROAD STATION AT LAKE ANDES, AT A
 OR0224'SECTION-LINE ROAD CROSSING, 407.0 FEET SOUTH OF THE CENTER
 OR0224'LINE OF THE NEW HIGHWAY, 31.3 FEET SOUTH OF THE CENTER LINE OF
 OR0224'THE OLD HIGHWAY, 22.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OR0224'AT A CONCRETE CULVERT UNDER THE ROAD, IN THE TOP OF THE SOUTH
 OR0224'END OF THE EAST HEADWALL, AND 1.0 FOOT NORTH OF A WHITE REFERENCE
 OR0224'POST.
 OR0224
 OR0224                          STATION RECOVERY (2013)
 OR0224
 OR0224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0439 ***********************************************************************
 QS0439  DESIGNATION -  A 298
 QS0439  PID         -  QS0439
 QS0439  STATE/COUNTY-  SD/CORSON
 QS0439  COUNTRY     -  US
 QS0439  USGS QUAD   -  MCINTOSH (2017)
 QS0439
 QS0439                         *CURRENT SURVEY CONTROL
 QS0439  ______________________________________________________________________
 QS0439* NAD 83(1986) POSITION- 45 55 27.     (N) 101 18 29.     (W)   SCALED
 QS0439* NAVD 88 ORTHO HEIGHT -   685.519 (meters)     2249.07  (feet) ADJUSTED
 QS0439  ______________________________________________________________________
 QS0439  GEOID HEIGHT    -        -20.474 (meters)                     GEOID18
 QS0439  DYNAMIC HEIGHT  -        685.455 (meters)     2248.86  (feet) COMP
 QS0439  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 QS0439
 QS0439  VERT ORDER      -  SECOND    CLASS 0
 QS0439
 QS0439.The horizontal coordinates were scaled from a map and have
 QS0439.an estimated accuracy of +/- 6 seconds.
 QS0439
 QS0439.The orthometric height was determined by differential leveling and
 QS0439.adjusted by the NATIONAL GEODETIC SURVEY
 QS0439.in June 1991.
 QS0439
 QS0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0439.GEOID18 height accuracy estimate available here.
 QS0439
 QS0439.Click photographs - Photos may exist for this station.
 QS0439
 QS0439.The dynamic height is computed by dividing the NAVD 88
 QS0439.geopotential number by the normal gravity value computed on the
 QS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0439.degrees latitude (g = 980.6199 gals.).
 QS0439
 QS0439.The modeled gravity was interpolated from observed gravity values.
 QS0439
 QS0439;                    North         East    Units  Estimated Accuracy
 QS0439;SPC SD N     -   233,170.      498,530.      MT  (+/- 180 meters Scaled)
 QS0439
 QS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR210882(NAD 83)
 QS0439
 QS0439                          SUPERSEDED SURVEY CONTROL
 QS0439
 QS0439  NGVD 29 (??/??/92)  685.025  (m)         2247.45   (f) ADJ UNCH    2 0
 QS0439
 QS0439.Superseded values are not recommended for survey control.
 QS0439
 QS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0439.See file dsdata.pdf to determine how the superseded data were derived.
 QS0439
 QS0439_MARKER: DB = BENCH MARK DISK
 QS0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0439_STAMPING: A 298 1940
 QS0439_MARK LOGO: CGS
 QS0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0439+STABILITY: SURFACE MOTION
 QS0439
 QS0439  HISTORY     - Date     Condition        Report By
 QS0439  HISTORY     - 1940     MONUMENTED       CGS
 QS0439  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0439
 QS0439                          STATION DESCRIPTION
 QS0439
 QS0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0439'2 MI E FROM MC INTOSH.
 QS0439'2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0439'RAILROAD FROM THE COUNTY COURTHOUSE AT MC INTOSH, CORSON COUNTY,
 QS0439'ABOUT 13 POLES EAST OF MILEPOST 862, ABOUT 100 FEET SOUTH OF THE
 QS0439'CENTER LINE OF THE TRACK,3 FEET WEST OF A POINT 4.5 FEET NORTH
 QS0439'OF A RIGHT-OF-WAY CORNER FENCE POST, AND 0.5 FOOT EAST OF A WHITE
 QS0439'REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 QS0439'A 298 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0439'ABOUT 0.2 FOOT ABOVE GROUND.
 QS0439
 QS0439                          STATION RECOVERY (1985)
 QS0439
 QS0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0439'NOT RECOVERED.  ACCESS TO MARK IS ALONG THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0688 ***********************************************************************
 PT0688  DESIGNATION -  A 3 U
 PT0688  PID         -  PT0688
 PT0688  STATE/COUNTY-  SD/HAAKON
 PT0688  COUNTRY     -  US
 PT0688  USGS QUAD   -  POST RANCH (2017)
 PT0688
 PT0688                         *CURRENT SURVEY CONTROL
 PT0688  ______________________________________________________________________
 PT0688* NAD 83(1986) POSITION- 44 18 56.     (N) 101 56 59.     (W)   SCALED
 PT0688* NAVD 88 ORTHO HEIGHT -   779.155 (meters)     2556.28  (feet) ADJUSTED
 PT0688  ______________________________________________________________________
 PT0688  GEOID HEIGHT    -        -20.086 (meters)                     GEOID18
 PT0688  DYNAMIC HEIGHT  -        778.937 (meters)     2555.56  (feet) COMP
 PT0688  MODELED GRAVITY -    980,312.8   (mgal)                       NAVD 88
 PT0688
 PT0688  VERT ORDER      -  SECOND    CLASS 0
 PT0688
 PT0688.The horizontal coordinates were scaled from a map and have
 PT0688.an estimated accuracy of +/- 6 seconds.
 PT0688
 PT0688.The orthometric height was determined by differential leveling and
 PT0688.adjusted by the NATIONAL GEODETIC SURVEY
 PT0688.in June 1991.
 PT0688
 PT0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0688.GEOID18 height accuracy estimate available here.
 PT0688
 PT0688.Click photographs - Photos may exist for this station.
 PT0688
 PT0688.The dynamic height is computed by dividing the NAVD 88
 PT0688.geopotential number by the normal gravity value computed on the
 PT0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0688.degrees latitude (g = 980.6199 gals.).
 PT0688
 PT0688.The modeled gravity was interpolated from observed gravity values.
 PT0688
 PT0688;                    North         East    Units  Estimated Accuracy
 PT0688;SPC SD S     -   221,470.      471,060.      MT  (+/- 180 meters Scaled)
 PT0688
 PT0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ647111(NAD 83)
 PT0688
 PT0688                          SUPERSEDED SURVEY CONTROL
 PT0688
 PT0688  NGVD 29 (??/??/92)  778.69   (m)         2554.8    (f) COMPUTED    2 0
 PT0688
 PT0688.Superseded values are not recommended for survey control.
 PT0688
 PT0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0688.See file dsdata.pdf to determine how the superseded data were derived.
 PT0688
 PT0688_MARKER: DS = TRIANGULATION STATION DISK
 PT0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0688_STAMPING: A 3 U 1961
 PT0688_MARK LOGO: CGS
 PT0688_PROJECTION: FLUSH
 PT0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0688+STABILITY: SURFACE MOTION
 PT0688
 PT0688  HISTORY     - Date     Condition        Report By
 PT0688  HISTORY     - 1961     MONUMENTED       CGS
 PT0688  HISTORY     - 1962     GOOD             CGS
 PT0688
 PT0688                          STATION DESCRIPTION
 PT0688
 PT0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0688'6.6 MI NW FROM HILLAND.
 PT0688'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0688'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0688'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0
 PT0688'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST
 PT0688'ALONG A TRAIL ROAD, IN SECTION 9, T 4 N, R 18 E, ON THE CREST
 PT0688'OF A HILL, ABOUT 0.1 MILE NORTH OF THE GRAVELED ROAD, 19 FEET
 PT0688'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 62.5 FEET SOUTH OF
 PT0688'A 3 U R.M. 1, 64.0 FEET NORTHWEST OF A 3 U R.M. 2, ABOUT LEVEL
 PT0688'WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0688'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0687 ***********************************************************************
 PT0687  DESIGNATION -  A 3 U RM 1
 PT0687  PID         -  PT0687
 PT0687  STATE/COUNTY-  SD/HAAKON
 PT0687  COUNTRY     -  US
 PT0687  USGS QUAD   -  POST RANCH (2017)
 PT0687
 PT0687                         *CURRENT SURVEY CONTROL
 PT0687  ______________________________________________________________________
 PT0687* NAD 83(1986) POSITION- 44 18 56.     (N) 101 56 59.     (W)   SCALED
 PT0687* NAVD 88 ORTHO HEIGHT -   778.301 (meters)     2553.48  (feet) ADJUSTED
 PT0687  ______________________________________________________________________
 PT0687  GEOID HEIGHT    -        -20.086 (meters)                     GEOID18
 PT0687  DYNAMIC HEIGHT  -        778.084 (meters)     2552.76  (feet) COMP
 PT0687  MODELED GRAVITY -    980,312.8   (mgal)                       NAVD 88
 PT0687
 PT0687  VERT ORDER      -  SECOND    CLASS 0
 PT0687
 PT0687.The horizontal coordinates were scaled from a map and have
 PT0687.an estimated accuracy of +/- 6 seconds.
 PT0687
 PT0687.The orthometric height was determined by differential leveling and
 PT0687.adjusted by the NATIONAL GEODETIC SURVEY
 PT0687.in June 1991.
 PT0687
 PT0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0687.GEOID18 height accuracy estimate available here.
 PT0687
 PT0687.Click photographs - Photos may exist for this station.
 PT0687
 PT0687.The dynamic height is computed by dividing the NAVD 88
 PT0687.geopotential number by the normal gravity value computed on the
 PT0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0687.degrees latitude (g = 980.6199 gals.).
 PT0687
 PT0687.The modeled gravity was interpolated from observed gravity values.
 PT0687
 PT0687;                    North         East    Units  Estimated Accuracy
 PT0687;SPC SD S     -   221,470.      471,060.      MT  (+/- 180 meters Scaled)
 PT0687
 PT0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ647111(NAD 83)
 PT0687
 PT0687                          SUPERSEDED SURVEY CONTROL
 PT0687
 PT0687  NGVD 29 (??/??/92)  777.84   (m)         2552.0    (f) COMPUTED    2 0
 PT0687
 PT0687.Superseded values are not recommended for survey control.
 PT0687
 PT0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0687.See file dsdata.pdf to determine how the superseded data were derived.
 PT0687
 PT0687_MARKER: DR = REFERENCE MARK DISK
 PT0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0687_STAMPING: A 3 U NO 1 1961
 PT0687_MARK LOGO: CGS
 PT0687_PROJECTION: FLUSH
 PT0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0687+STABILITY: SURFACE MOTION
 PT0687
 PT0687  HISTORY     - Date     Condition        Report By
 PT0687  HISTORY     - 1961     MONUMENTED       CGS
 PT0687  HISTORY     - 1962     GOOD             CGS
 PT0687
 PT0687                          STATION DESCRIPTION
 PT0687
 PT0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0687'6.6 MI NW FROM HILLAND.
 PT0687'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0687'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0687'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0
 PT0687'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ALONG
 PT0687'A TRAIL ROAD, IN SECTION 9, T 4 N, R 18 E, ON THE CREST OF A
 PT0687'HILL, ABOUT 0.1 MILE NORTH OF THE GRAVELED ROAD, 71 FEET NORTHEAST
 PT0687'OF THE CENTER LINE OF THE TRAIL ROAD, 62.5 FEET NORTH OF A 3
 PT0687'U 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PT0687'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0689 ***********************************************************************
 PT0689  DESIGNATION -  A 3 U RM 2
 PT0689  PID         -  PT0689
 PT0689  STATE/COUNTY-  SD/HAAKON
 PT0689  COUNTRY     -  US
 PT0689  USGS QUAD   -  POST RANCH (2017)
 PT0689
 PT0689                         *CURRENT SURVEY CONTROL
 PT0689  ______________________________________________________________________
 PT0689* NAD 83(1986) POSITION- 44 18 56.     (N) 101 56 59.     (W)   SCALED
 PT0689* NAVD 88 ORTHO HEIGHT -   777.896 (meters)     2552.15  (feet) ADJUSTED
 PT0689  ______________________________________________________________________
 PT0689  GEOID HEIGHT    -        -20.086 (meters)                     GEOID18
 PT0689  DYNAMIC HEIGHT  -        777.679 (meters)     2551.44  (feet) COMP
 PT0689  MODELED GRAVITY -    980,312.8   (mgal)                       NAVD 88
 PT0689
 PT0689  VERT ORDER      -  SECOND    CLASS 0
 PT0689
 PT0689.The horizontal coordinates were scaled from a map and have
 PT0689.an estimated accuracy of +/- 6 seconds.
 PT0689
 PT0689.The orthometric height was determined by differential leveling and
 PT0689.adjusted by the NATIONAL GEODETIC SURVEY
 PT0689.in June 1991.
 PT0689
 PT0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0689.GEOID18 height accuracy estimate available here.
 PT0689
 PT0689.Click photographs - Photos may exist for this station.
 PT0689
 PT0689.The dynamic height is computed by dividing the NAVD 88
 PT0689.geopotential number by the normal gravity value computed on the
 PT0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0689.degrees latitude (g = 980.6199 gals.).
 PT0689
 PT0689.The modeled gravity was interpolated from observed gravity values.
 PT0689
 PT0689;                    North         East    Units  Estimated Accuracy
 PT0689;SPC SD S     -   221,470.      471,060.      MT  (+/- 180 meters Scaled)
 PT0689
 PT0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ647111(NAD 83)
 PT0689
 PT0689                          SUPERSEDED SURVEY CONTROL
 PT0689
 PT0689  NGVD 29 (??/??/92)  777.43   (m)         2550.6    (f) COMPUTED    2 0
 PT0689
 PT0689.Superseded values are not recommended for survey control.
 PT0689
 PT0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0689.See file dsdata.pdf to determine how the superseded data were derived.
 PT0689
 PT0689_MARKER: DR = REFERENCE MARK DISK
 PT0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0689_STAMPING: A 3 U NO 2 1961
 PT0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0689+STABILITY: SURFACE MOTION
 PT0689
 PT0689  HISTORY     - Date     Condition        Report By
 PT0689  HISTORY     - 1961     MONUMENTED       CGS
 PT0689  HISTORY     - 1962     GOOD             CGS
 PT0689
 PT0689                          STATION DESCRIPTION
 PT0689
 PT0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0689'6.6 MI NW FROM HILLAND.
 PT0689'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0689'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PT0689'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 PT0689'NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ALONG
 PT0689'A TRAIL ROAD, IN SECTION 9, T 4 N, R 18 E, ON THE CREST OF A
 PT0689'HILL, ABOUT 0.1 MILE NORTH OF THE GRAVELED ROAD, 30 FEET NORTHEAST
 PT0689'OF THE CENTER LINE OF THE TRAIL ROAD, 64.0 FEET SOUTHEAST OF
 PT0689'A 3 U 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PT0689'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0685 ***********************************************************************
 PT0685  DESIGNATION -  A 3 V
 PT0685  PID         -  PT0685
 PT0685  STATE/COUNTY-  SD/HAAKON
 PT0685  COUNTRY     -  US
 PT0685  USGS QUAD   -  POST RANCH (2017)
 PT0685
 PT0685                         *CURRENT SURVEY CONTROL
 PT0685  ______________________________________________________________________
 PT0685* NAD 83(1986) POSITION- 44 19 29.     (N) 101 56 53.     (W)   SCALED
 PT0685* NAVD 88 ORTHO HEIGHT -   773.424 (meters)     2537.48  (feet) ADJUSTED
 PT0685  ______________________________________________________________________
 PT0685  GEOID HEIGHT    -        -20.096 (meters)                     GEOID18
 PT0685  DYNAMIC HEIGHT  -        773.209 (meters)     2536.77  (feet) COMP
 PT0685  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PT0685
 PT0685  VERT ORDER      -  SECOND    CLASS 0
 PT0685
 PT0685.The horizontal coordinates were scaled from a map and have
 PT0685.an estimated accuracy of +/- 6 seconds.
 PT0685
 PT0685.The orthometric height was determined by differential leveling and
 PT0685.adjusted by the NATIONAL GEODETIC SURVEY
 PT0685.in June 1991.
 PT0685
 PT0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0685.GEOID18 height accuracy estimate available here.
 PT0685
 PT0685.Click photographs - Photos may exist for this station.
 PT0685
 PT0685.The dynamic height is computed by dividing the NAVD 88
 PT0685.geopotential number by the normal gravity value computed on the
 PT0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0685.degrees latitude (g = 980.6199 gals.).
 PT0685
 PT0685.The modeled gravity was interpolated from observed gravity values.
 PT0685
 PT0685;                    North         East    Units  Estimated Accuracy
 PT0685;SPC SD S     -   222,490.      471,210.      MT  (+/- 180 meters Scaled)
 PT0685
 PT0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ649121(NAD 83)
 PT0685
 PT0685                          SUPERSEDED SURVEY CONTROL
 PT0685
 PT0685  NGVD 29 (??/??/92)  772.96   (m)         2536.0    (f) COMPUTED    2 0
 PT0685
 PT0685.Superseded values are not recommended for survey control.
 PT0685
 PT0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0685.See file dsdata.pdf to determine how the superseded data were derived.
 PT0685
 PT0685_MARKER: DS = TRIANGULATION STATION DISK
 PT0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0685_STAMPING: A 3 V 1961
 PT0685_MARK LOGO: CGS
 PT0685_PROJECTION: FLUSH
 PT0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0685+STABILITY: SURFACE MOTION
 PT0685
 PT0685  HISTORY     - Date     Condition        Report By
 PT0685  HISTORY     - 1961     MONUMENTED       CGS
 PT0685  HISTORY     - 1962     GOOD             CGS
 PT0685
 PT0685                          STATION DESCRIPTION
 PT0685
 PT0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0685'7.4 MI NW FROM HILLAND.
 PT0685'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0685'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0685'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3
 PT0685'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG
 PT0685'A GRADED DIRT ROAD, IN SECTION 9, T 4 N, R 18 E, AT THE CREST OF
 PT0685'A HILL, 62 FEET WEST OF THE CENTER LINE OF THE ROAD, 58.0 FEET
 PT0685'EAST OF A 3 V R.M. 2, 55.5 FEET NORTH OF A 3 V R.M. 1, ABOUT LEVEL
 PT0685'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PT0685'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0684 ***********************************************************************
 PT0684  DESIGNATION -  A 3 V AZ MK
 PT0684  PID         -  PT0684
 PT0684  STATE/COUNTY-  SD/HAAKON
 PT0684  COUNTRY     -  US
 PT0684  USGS QUAD   -  POST RANCH (2017)
 PT0684
 PT0684                         *CURRENT SURVEY CONTROL
 PT0684  ______________________________________________________________________
 PT0684* NAD 83(1986) POSITION- 44 19 29.     (N) 101 57 25.     (W)   SCALED
 PT0684* NAVD 88 ORTHO HEIGHT -   781.146 (meters)     2562.81  (feet) ADJUSTED
 PT0684  ______________________________________________________________________
 PT0684  GEOID HEIGHT    -        -20.068 (meters)                     GEOID18
 PT0684  DYNAMIC HEIGHT  -        780.928 (meters)     2562.09  (feet) COMP
 PT0684  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 PT0684
 PT0684  VERT ORDER      -  SECOND    CLASS 0
 PT0684
 PT0684.The horizontal coordinates were scaled from a map and have
 PT0684.an estimated accuracy of +/- 6 seconds.
 PT0684
 PT0684.The orthometric height was determined by differential leveling and
 PT0684.adjusted by the NATIONAL GEODETIC SURVEY
 PT0684.in June 1991.
 PT0684
 PT0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0684.GEOID18 height accuracy estimate available here.
 PT0684
 PT0684.Click photographs - Photos may exist for this station.
 PT0684
 PT0684.The dynamic height is computed by dividing the NAVD 88
 PT0684.geopotential number by the normal gravity value computed on the
 PT0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0684.degrees latitude (g = 980.6199 gals.).
 PT0684
 PT0684.The modeled gravity was interpolated from observed gravity values.
 PT0684
 PT0684;                    North         East    Units  Estimated Accuracy
 PT0684;SPC SD S     -   222,500.      470,500.      MT  (+/- 180 meters Scaled)
 PT0684
 PT0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ642121(NAD 83)
 PT0684
 PT0684                          SUPERSEDED SURVEY CONTROL
 PT0684
 PT0684  NGVD 29 (??/??/92)  780.680  (m)         2561.28   (f) ADJ UNCH    2 0
 PT0684
 PT0684.Superseded values are not recommended for survey control.
 PT0684
 PT0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0684.See file dsdata.pdf to determine how the superseded data were derived.
 PT0684
 PT0684_MARKER: DZ = AZIMUTH MARK DISK
 PT0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0684_STAMPING: A 3 V 1961
 PT0684_MARK LOGO: CGS
 PT0684_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0684+STABILITY: SURFACE MOTION
 PT0684
 PT0684  HISTORY     - Date     Condition        Report By
 PT0684  HISTORY     - 1961     MONUMENTED       CGS
 PT0684  HISTORY     - 1962     GOOD             CGS
 PT0684
 PT0684                          STATION DESCRIPTION
 PT0684
 PT0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0684'7.9 MI NW FROM HILLAND.
 PT0684'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0684'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PT0684'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES
 PT0684'NORTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTH ALONG A GRADED
 PT0684'DIRT ROAD, THENCE 0.4 MILE WEST ALONG A SECTION LINE FENCE, IN
 PT0684'SECTION 9, T 4 N, R 18 E, ON THE SOUTH SLOPE OF A HILL, 1 FOOT
 PT0684'SOUTH OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, AND SET
 PT0684'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0686 ***********************************************************************
 PT0686  DESIGNATION -  A 3 V RM 1
 PT0686  PID         -  PT0686
 PT0686  STATE/COUNTY-  SD/HAAKON
 PT0686  COUNTRY     -  US
 PT0686  USGS QUAD   -  POST RANCH (2017)
 PT0686
 PT0686                         *CURRENT SURVEY CONTROL
 PT0686  ______________________________________________________________________
 PT0686* NAD 83(1986) POSITION- 44 19 29.     (N) 101 56 53.     (W)   SCALED
 PT0686* NAVD 88 ORTHO HEIGHT -   773.306 (meters)     2537.09  (feet) ADJUSTED
 PT0686  ______________________________________________________________________
 PT0686  GEOID HEIGHT    -        -20.096 (meters)                     GEOID18
 PT0686  DYNAMIC HEIGHT  -        773.091 (meters)     2536.38  (feet) COMP
 PT0686  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PT0686
 PT0686  VERT ORDER      -  SECOND    CLASS 0
 PT0686
 PT0686.The horizontal coordinates were scaled from a map and have
 PT0686.an estimated accuracy of +/- 6 seconds.
 PT0686
 PT0686.The orthometric height was determined by differential leveling and
 PT0686.adjusted by the NATIONAL GEODETIC SURVEY
 PT0686.in June 1991.
 PT0686
 PT0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0686.GEOID18 height accuracy estimate available here.
 PT0686
 PT0686.Click photographs - Photos may exist for this station.
 PT0686
 PT0686.The dynamic height is computed by dividing the NAVD 88
 PT0686.geopotential number by the normal gravity value computed on the
 PT0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0686.degrees latitude (g = 980.6199 gals.).
 PT0686
 PT0686.The modeled gravity was interpolated from observed gravity values.
 PT0686
 PT0686;                    North         East    Units  Estimated Accuracy
 PT0686;SPC SD S     -   222,490.      471,210.      MT  (+/- 180 meters Scaled)
 PT0686
 PT0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ649121(NAD 83)
 PT0686
 PT0686                          SUPERSEDED SURVEY CONTROL
 PT0686
 PT0686  NGVD 29 (??/??/92)  772.84   (m)         2535.6    (f) COMPUTED    2 0
 PT0686
 PT0686.Superseded values are not recommended for survey control.
 PT0686
 PT0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0686.See file dsdata.pdf to determine how the superseded data were derived.
 PT0686
 PT0686_MARKER: DR = REFERENCE MARK DISK
 PT0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0686_STAMPING: A 3 V NO 1 1961
 PT0686_MARK LOGO: CGS
 PT0686_PROJECTION: FLUSH
 PT0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0686+STABILITY: SURFACE MOTION
 PT0686
 PT0686  HISTORY     - Date     Condition        Report By
 PT0686  HISTORY     - 1961     MONUMENTED       CGS
 PT0686  HISTORY     - 1962     GOOD             CGS
 PT0686
 PT0686                          STATION DESCRIPTION
 PT0686
 PT0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0686'7.4 MI NW FROM HILLAND.
 PT0686'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0686'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0686'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3
 PT0686'MILES NORTH ALONG GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG
 PT0686'A GRADED DIRT ROAD, IN SECTION 9, T 4 N, R 18 E, AT THE CREST OF A
 PT0686'HILL, 72 FEET WEST OF THE CENTER LINE OF THE ROAD, 55.5 FEET
 PT0686'SOUTH OF A 3 V 1961, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PT0686'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0683 ***********************************************************************
 PT0683  DESIGNATION -  A 3 V RM 2
 PT0683  PID         -  PT0683
 PT0683  STATE/COUNTY-  SD/HAAKON
 PT0683  COUNTRY     -  US
 PT0683  USGS QUAD   -  POST RANCH (2017)
 PT0683
 PT0683                         *CURRENT SURVEY CONTROL
 PT0683  ______________________________________________________________________
 PT0683* NAD 83(1986) POSITION- 44 19 29.     (N) 101 56 53.     (W)   SCALED
 PT0683* NAVD 88 ORTHO HEIGHT -   773.224 (meters)     2536.82  (feet) ADJUSTED
 PT0683  ______________________________________________________________________
 PT0683  GEOID HEIGHT    -        -20.096 (meters)                     GEOID18
 PT0683  DYNAMIC HEIGHT  -        773.009 (meters)     2536.11  (feet) COMP
 PT0683  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PT0683
 PT0683  VERT ORDER      -  SECOND    CLASS 0
 PT0683
 PT0683.The horizontal coordinates were scaled from a map and have
 PT0683.an estimated accuracy of +/- 6 seconds.
 PT0683
 PT0683.The orthometric height was determined by differential leveling and
 PT0683.adjusted by the NATIONAL GEODETIC SURVEY
 PT0683.in June 1991.
 PT0683
 PT0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0683.GEOID18 height accuracy estimate available here.
 PT0683
 PT0683.Click photographs - Photos may exist for this station.
 PT0683
 PT0683.The dynamic height is computed by dividing the NAVD 88
 PT0683.geopotential number by the normal gravity value computed on the
 PT0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0683.degrees latitude (g = 980.6199 gals.).
 PT0683
 PT0683.The modeled gravity was interpolated from observed gravity values.
 PT0683
 PT0683;                    North         East    Units  Estimated Accuracy
 PT0683;SPC SD S     -   222,490.      471,210.      MT  (+/- 180 meters Scaled)
 PT0683
 PT0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ649121(NAD 83)
 PT0683
 PT0683                          SUPERSEDED SURVEY CONTROL
 PT0683
 PT0683  NGVD 29 (??/??/92)  772.759  (m)         2535.29   (f) ADJ UNCH    2 0
 PT0683
 PT0683.Superseded values are not recommended for survey control.
 PT0683
 PT0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0683.See file dsdata.pdf to determine how the superseded data were derived.
 PT0683
 PT0683_MARKER: DR = REFERENCE MARK DISK
 PT0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0683_STAMPING: A 3 V NO 2 1961
 PT0683_MARK LOGO: CGS
 PT0683_PROJECTION: FLUSH
 PT0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0683+STABILITY: SURFACE MOTION
 PT0683
 PT0683  HISTORY     - Date     Condition        Report By
 PT0683  HISTORY     - 1961     MONUMENTED       CGS
 PT0683  HISTORY     - 1962     GOOD             CGS
 PT0683
 PT0683                          STATION DESCRIPTION
 PT0683
 PT0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0683'7.4 MI NW FROM HILLAND.
 PT0683'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0683'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0683'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3
 PT0683'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG
 PT0683'A GRADED DIRT ROAD, IN SECTION 9, T 4 N, R 18 E, AT THE CREST
 PT0683'OF A HILL, 120 FEET WEST OF THE CENTER LINE OF THE ROAD, 58.0
 PT0683'FEET WEST OF A 3 V 1961, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PT0683'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0478 ***********************************************************************
 OR0478  DESIGNATION -  A 300
 OR0478  PID         -  OR0478
 OR0478  STATE/COUNTY-  SD/BRULE
 OR0478  COUNTRY     -  US
 OR0478  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0478
 OR0478                         *CURRENT SURVEY CONTROL
 OR0478  ______________________________________________________________________
 OR0478* NAD 83(1986) POSITION- 43 48 10.     (N) 099 19 14.     (W)   SCALED
 OR0478* NAVD 88 ORTHO HEIGHT -   493.697 (meters)     1619.74  (feet) ADJUSTED
 OR0478  ______________________________________________________________________
 OR0478  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 OR0478  DYNAMIC HEIGHT  -        493.566 (meters)     1619.31  (feet) COMP
 OR0478  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 OR0478
 OR0478  VERT ORDER      -  SECOND    CLASS 0
 OR0478
 OR0478.The horizontal coordinates were scaled from a map and have
 OR0478.an estimated accuracy of +/- 6 seconds.
 OR0478
 OR0478.The orthometric height was determined by differential leveling and
 OR0478.adjusted by the NATIONAL GEODETIC SURVEY
 OR0478.in June 1991.
 OR0478
 OR0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0478.GEOID18 height accuracy estimate available here.
 OR0478
 OR0478.Click photographs - Photos may exist for this station.
 OR0478
 OR0478.The dynamic height is computed by dividing the NAVD 88
 OR0478.geopotential number by the normal gravity value computed on the
 OR0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0478.degrees latitude (g = 980.6199 gals.).
 OR0478
 OR0478.The modeled gravity was interpolated from observed gravity values.
 OR0478
 OR0478;                    North         East    Units  Estimated Accuracy
 OR0478;SPC SD S     -   163,740.      681,490.      MT  (+/- 180 meters Scaled)
 OR0478
 OR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP742500(NAD 83)
 OR0478
 OR0478                          SUPERSEDED SURVEY CONTROL
 OR0478
 OR0478  NGVD 29 (??/??/92)  493.357  (m)         1618.62   (f) ADJ UNCH    2 0
 OR0478
 OR0478.Superseded values are not recommended for survey control.
 OR0478
 OR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0478.See file dsdata.pdf to determine how the superseded data were derived.
 OR0478
 OR0478_MARKER: DB = BENCH MARK DISK
 OR0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0478_STAMPING: A 300 1945
 OR0478_MARK LOGO: CGS
 OR0478_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0478+STABILITY: SURFACE MOTION
 OR0478
 OR0478  HISTORY     - Date     Condition        Report By
 OR0478  HISTORY     - 1945     MONUMENTED       CGS
 OR0478  HISTORY     - 1949     GOOD             CGS
 OR0478
 OR0478                          STATION DESCRIPTION
 OR0478
 OR0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0478'0.8 MI SE FROM CHAMBERLAIN.
 OR0478'0.8 MILE SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0478'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0478'SOUTH, THENCE 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 16.  IT IS
 OR0478'ON THE TOP OF A SHARP RIDGE BETWEEN TWO RAVINES, 89.5 FEET
 OR0478'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 84.5 FEET SOUTH OF
 OR0478'THE EAST GUARDRAIL POST ON THE SOUTH SIDE OF THE HIGHWAY, 4 FEET
 OR0478'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER
 OR0478'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0478'2 INCHES ABOVE GROUND.
 OR0478
 OR0478                          STATION RECOVERY (1949)
 OR0478
 OR0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0515 ***********************************************************************
 OR0515  DESIGNATION -  A 301
 OR0515  PID         -  OR0515
 OR0515  STATE/COUNTY-  SD/BRULE
 OR0515  COUNTRY     -  US
 OR0515  USGS QUAD   -  BIJOU HILLS (2017)
 OR0515
 OR0515                         *CURRENT SURVEY CONTROL
 OR0515  ______________________________________________________________________
 OR0515* NAD 83(1986) POSITION- 43 30 50.     (N) 099 11 22.     (W)   SCALED
 OR0515* NAVD 88 ORTHO HEIGHT -   546.032 (meters)     1791.44  (feet) ADJUSTED
 OR0515  ______________________________________________________________________
 OR0515  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 OR0515  DYNAMIC HEIGHT  -        545.852 (meters)     1790.85  (feet) COMP
 OR0515  MODELED GRAVITY -    980,274.9   (mgal)                       NAVD 88
 OR0515
 OR0515  VERT ORDER      -  SECOND    CLASS 0
 OR0515
 OR0515.The horizontal coordinates were scaled from a map and have
 OR0515.an estimated accuracy of +/- 6 seconds.
 OR0515
 OR0515.The orthometric height was determined by differential leveling and
 OR0515.adjusted by the NATIONAL GEODETIC SURVEY
 OR0515.in June 1991.
 OR0515
 OR0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0515.GEOID18 height accuracy estimate available here.
 OR0515
 OR0515.Click photographs - Photos may exist for this station.
 OR0515
 OR0515.The dynamic height is computed by dividing the NAVD 88
 OR0515.geopotential number by the normal gravity value computed on the
 OR0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0515.degrees latitude (g = 980.6199 gals.).
 OR0515
 OR0515.The modeled gravity was interpolated from observed gravity values.
 OR0515
 OR0515;                    North         East    Units  Estimated Accuracy
 OR0515;SPC SD S     -   131,790.      692,480.      MT  (+/- 180 meters Scaled)
 OR0515
 OR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP846179(NAD 83)
 OR0515
 OR0515                          SUPERSEDED SURVEY CONTROL
 OR0515
 OR0515  NGVD 29 (??/??/92)  545.678  (m)         1790.28   (f) ADJ UNCH    2 0
 OR0515
 OR0515.Superseded values are not recommended for survey control.
 OR0515
 OR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0515.See file dsdata.pdf to determine how the superseded data were derived.
 OR0515
 OR0515_MARKER: DB = BENCH MARK DISK
 OR0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0515_STAMPING: A 301 1945
 OR0515_MARK LOGO: CGS
 OR0515_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0515+STABILITY: SURFACE MOTION
 OR0515
 OR0515  HISTORY     - Date     Condition        Report By
 OR0515  HISTORY     - 1945     MONUMENTED       CGS
 OR0515  HISTORY     - 1975     MARK NOT FOUND   NGS
 OR0515
 OR0515                          STATION DESCRIPTION
 OR0515
 OR0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0515'9.6 MI NW FROM ACADEMY.
 OR0515'IN BRULE COUNTY, 9.6 MILES NORTHWEST OF ACADEMY, CHARLES MIX
 OR0515'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM WARD ACADEMY
 OR0515'BY GOING 0.1 MILE NORTH, THENCE 3.0 MILES WEST ALONG A GRAVEL
 OR0515'ROAD, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 OR0515'2.5 MILES WEST ALONG A GRADED DIRT ROAD, AND THENCE 1.0 MILE
 OR0515'NORTH ALONG A GRADED DIRT ROAD.  IT IS AT THE INTERSECTION OF AN
 OR0515'EAST-AND-WEST GRADED DIRT ROAD, 96 FEET SOUTH OF THE CENTER
 OR0515'LINE OF THE EAST-AND-WEST ROAD, 36 FEET EAST OF THE CENTER LINE
 OR0515'OF THE NORTH-AND-SOUTH ROAD, 8 FEET NORTHEAST OF A POLE, 1 FOOT
 OR0515'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 OR0515'NORTH-AND-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OR0515'PROJECTING 4 INCHES ABOVE GROUND.
 OR0515
 OR0515                          STATION RECOVERY (1975)
 OR0515
 OR0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OR0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0174 ***********************************************************************
 OR0174  DESIGNATION -  A 302
 OR0174  PID         -  OR0174
 OR0174  STATE/COUNTY-  SD/CHARLES MIX
 OR0174  COUNTRY     -  US
 OR0174  USGS QUAD   -  LAKE GEORGE (2017)
 OR0174
 OR0174                         *CURRENT SURVEY CONTROL
 OR0174  ______________________________________________________________________
 OR0174* NAD 83(1986) POSITION- 43 23 02.     (N) 098 54 13.     (W)   SCALED
 OR0174* NAVD 88 ORTHO HEIGHT -   459.639 (meters)     1508.00  (feet) ADJUSTED
 OR0174  ______________________________________________________________________
 OR0174  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 OR0174  DYNAMIC HEIGHT  -        459.490 (meters)     1507.51  (feet) COMP
 OR0174  MODELED GRAVITY -    980,282.5   (mgal)                       NAVD 88
 OR0174
 OR0174  VERT ORDER      -  FIRST     CLASS II
 OR0174
 OR0174.The horizontal coordinates were scaled from a map and have
 OR0174.an estimated accuracy of +/- 6 seconds.
 OR0174
 OR0174.The orthometric height was determined by differential leveling and
 OR0174.adjusted by the NATIONAL GEODETIC SURVEY
 OR0174.in June 1991.
 OR0174
 OR0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0174.GEOID18 height accuracy estimate available here.
 OR0174
 OR0174.Click photographs - Photos may exist for this station.
 OR0174
 OR0174.The dynamic height is computed by dividing the NAVD 88
 OR0174.geopotential number by the normal gravity value computed on the
 OR0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0174.degrees latitude (g = 980.6199 gals.).
 OR0174
 OR0174.The modeled gravity was interpolated from observed gravity values.
 OR0174
 OR0174;                    North         East    Units  Estimated Accuracy
 OR0174;SPC SD S     -   117,700.      715,840.      MT  (+/- 180 meters Scaled)
 OR0174
 OR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP078034(NAD 83)
 OR0174
 OR0174                          SUPERSEDED SURVEY CONTROL
 OR0174
 OR0174  NGVD 29 (??/??/92)  459.30   (m)         1506.9    (f) COMPUTED    1 2
 OR0174
 OR0174.Superseded values are not recommended for survey control.
 OR0174
 OR0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0174.See file dsdata.pdf to determine how the superseded data were derived.
 OR0174
 OR0174_MARKER: DB = BENCH MARK DISK
 OR0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0174_STAMPING: A 302 1945
 OR0174_MARK LOGO: CGS
 OR0174_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0174+STABILITY: SURFACE MOTION
 OR0174
 OR0174  HISTORY     - Date     Condition        Report By
 OR0174  HISTORY     - 1945     MONUMENTED       CGS
 OR0174  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0174
 OR0174                          STATION DESCRIPTION
 OR0174
 OR0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0174'3.2 MI W FROM PLATTE.
 OR0174'TO REACH FROM THE POST OFFICE AT PLATTE GO SOUTH 0.2 MILE ALONG
 OR0174'MAIN STREET, THENCE WEST 3.0 MILES ALONG A GRAVELED ROAD TO
 OR0174'SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE
 OR0174'GRAVELED ROAD AND A DIRT T ROAD LEADING SOUTH, 45.0 FEET SOUTH
 OR0174'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE GRAVELED ROAD,
 OR0174'21.0 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 12.0
 OR0174'FEET EAST OF A GATE POST, 1.0 FOOT NORTH OF A FENCE AND 3.0 FEET
 OR0174'EAST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED A 302 1945
 OR0174'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 OR0174'GROUND.
 OR0174
 OR0174                          STATION RECOVERY (2013)
 OR0174
 OR0174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0175 ***********************************************************************
 OR0175  DESIGNATION -  A 302 RESET
 OR0175  PID         -  OR0175
 OR0175  STATE/COUNTY-  SD/CHARLES MIX
 OR0175  COUNTRY     -  US
 OR0175  USGS QUAD   -  LAKE GEORGE (2017)
 OR0175
 OR0175                         *CURRENT SURVEY CONTROL
 OR0175  ______________________________________________________________________
 OR0175* NAD 83(1986) POSITION- 43 23 02.     (N) 098 54 13.     (W)   SCALED
 OR0175* NAVD 88 ORTHO HEIGHT -   457.75  (+/-2cm)     1501.8   (feet) VERTCON3
 OR0175  ______________________________________________________________________
 OR0175  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 OR0175  VERT ORDER      -  THIRD (See Below)
 OR0175
 OR0175.The horizontal coordinates were scaled from a map and have
 OR0175.an estimated accuracy of +/- 6 seconds.
 OR0175
 OR0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0175
 OR0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0175.GEOID18 height accuracy estimate available here.
 OR0175
 OR0175.The vertical order pertains to the NGVD 29 superseded value.
 OR0175
 OR0175.Click photographs - Photos may exist for this station.
 OR0175
 OR0175;                    North         East    Units  Estimated Accuracy
 OR0175;SPC SD S     -   117,700.      715,840.      MT  (+/- 180 meters Scaled)
 OR0175
 OR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP078034(NAD 83)
 OR0175
 OR0175                          SUPERSEDED SURVEY CONTROL
 OR0175
 OR0175  NGVD 29 (??/??/??)  457.41   (m)         1500.7    (f) RESET       3  
 OR0175
 OR0175.Superseded values are not recommended for survey control.
 OR0175
 OR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0175.See file dsdata.pdf to determine how the superseded data were derived.
 OR0175
 OR0175_MARKER: DB = BENCH MARK DISK
 OR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0175_STAMPING: A 302 RESET 1957
 OR0175_MARK LOGO: CGS
 OR0175_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0175+STABILITY: SURFACE MOTION
 OR0175
 OR0175  HISTORY     - Date     Condition        Report By
 OR0175  HISTORY     - 1957     MONUMENTED       SDHD
 OR0175  HISTORY     - 1963     GOOD             CGS
 OR0175
 OR0175                          STATION DESCRIPTION
 OR0175
 OR0175'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1957
 OR0175'3.2 MI W FROM PLATTE.
 OR0175'0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0175'PLATTE, THENCE 3 MILES WEST ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0175'T-INTERSECTION OF A DIRT ROAD LEADING SOUTH, 74 FEET SOUTH
 OR0175'OF THE CENTERLINE OF THE GRAVEL ROAD, 14 FEET WEST OF THE
 OR0175'CENTERLINE OF THE NORTH-SOUTH ROAD, 0.6 FEET WEST OF A FENCE,
 OR0175'1.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND SET IN THE
 OR0175'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 OR0175
 OR0175                          STATION RECOVERY (1963)
 OR0175
 OR0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0616 ***********************************************************************
 OR0616  DESIGNATION -  A 303
 OR0616  PID         -  OR0616
 OR0616  STATE/COUNTY-  SD/GREGORY
 OR0616  COUNTRY     -  US
 OR0616  USGS QUAD   -  DIXON (2017)
 OR0616
 OR0616                         *CURRENT SURVEY CONTROL
 OR0616  ______________________________________________________________________
 OR0616* NAD 83(1986) POSITION- 43 24 00.     (N) 099 26 06.     (W)   SCALED
 OR0616* NAVD 88 ORTHO HEIGHT -   591.898 (meters)     1941.92  (feet) ADJUSTED
 OR0616  ______________________________________________________________________
 OR0616  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 OR0616  DYNAMIC HEIGHT  -        591.687 (meters)     1941.23  (feet) COMP
 OR0616  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 OR0616
 OR0616  VERT ORDER      -  SECOND    CLASS 0
 OR0616
 OR0616.The horizontal coordinates were scaled from a map and have
 OR0616.an estimated accuracy of +/- 6 seconds.
 OR0616
 OR0616.The orthometric height was determined by differential leveling and
 OR0616.adjusted by the NATIONAL GEODETIC SURVEY
 OR0616.in June 1991.
 OR0616
 OR0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0616.GEOID18 height accuracy estimate available here.
 OR0616
 OR0616.Click photographs - Photos may exist for this station.
 OR0616
 OR0616.The dynamic height is computed by dividing the NAVD 88
 OR0616.geopotential number by the normal gravity value computed on the
 OR0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0616.degrees latitude (g = 980.6199 gals.).
 OR0616
 OR0616.The modeled gravity was interpolated from observed gravity values.
 OR0616
 OR0616;                    North         East    Units  Estimated Accuracy
 OR0616;SPC SD S     -   118,890.      672,770.      MT  (+/- 180 meters Scaled)
 OR0616
 OR0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647053(NAD 83)
 OR0616
 OR0616                          SUPERSEDED SURVEY CONTROL
 OR0616
 OR0616  NGVD 29 (??/??/92)  591.567  (m)         1940.83   (f) ADJ UNCH    2 0
 OR0616
 OR0616.Superseded values are not recommended for survey control.
 OR0616
 OR0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0616.See file dsdata.pdf to determine how the superseded data were derived.
 OR0616
 OR0616_MARKER: DB = BENCH MARK DISK
 OR0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0616_STAMPING: A 303 1945
 OR0616_MARK LOGO: CGS
 OR0616_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0616+STABILITY: SURFACE MOTION
 OR0616
 OR0616  HISTORY     - Date     Condition        Report By
 OR0616  HISTORY     - 1945     MONUMENTED       CGS
 OR0616
 OR0616                          STATION DESCRIPTION
 OR0616
 OR0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0616'11.7 MI N FROM GREGORY.
 OR0616'11.7 MILES NORTH ALONG STATE HIGHWAY 47 FROM A POINT 0.2 MILE
 OR0616'WEST OF THE POST OFFICE AT GREGORY, GREGORY COUNTY, 10.4 MILES
 OR0616'SOUTH OF IONA, LYMAN COUNTY, 31 FEET SOUTH OF THE CENTERLINE OF
 OR0616'AN EAST-WEST ROAD, 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 OR0616'34 FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT, 12 FEET
 OR0616'EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 2 FEET WEST
 OR0616'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 OR0616'AN IRON BENCH MARK DISK, STAMPED A 303 1945 AND SET IN THE
 OR0616'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0322 ***********************************************************************
 QS0322  DESIGNATION -  A 304
 QS0322  PID         -  QS0322
 QS0322  STATE/COUNTY-  SD/CORSON
 QS0322  COUNTRY     -  US
 QS0322  USGS QUAD   -  MOREAU NW (2017)
 QS0322
 QS0322                         *CURRENT SURVEY CONTROL
 QS0322  ______________________________________________________________________
 QS0322* NAD 83(1986) POSITION- 45 29 24.     (N) 100 29 52.     (W)   SCALED
 QS0322* NAVD 88 ORTHO HEIGHT -   576.639 (meters)     1891.86  (feet) ADJUSTED
 QS0322  ______________________________________________________________________
 QS0322  GEOID HEIGHT    -        -21.750 (meters)                     GEOID18
 QS0322  DYNAMIC HEIGHT  -        576.588 (meters)     1891.69  (feet) COMP
 QS0322  MODELED GRAVITY -    980,509.6   (mgal)                       NAVD 88
 QS0322
 QS0322  VERT ORDER      -  SECOND    CLASS 0
 QS0322
 QS0322.The horizontal coordinates were scaled from a map and have
 QS0322.an estimated accuracy of +/- 6 seconds.
 QS0322
 QS0322.The orthometric height was determined by differential leveling and
 QS0322.adjusted by the NATIONAL GEODETIC SURVEY
 QS0322.in June 1991.
 QS0322
 QS0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0322.GEOID18 height accuracy estimate available here.
 QS0322
 QS0322.Click photographs - Photos may exist for this station.
 QS0322
 QS0322.The dynamic height is computed by dividing the NAVD 88
 QS0322.geopotential number by the normal gravity value computed on the
 QS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0322.degrees latitude (g = 980.6199 gals.).
 QS0322
 QS0322.The modeled gravity was interpolated from observed gravity values.
 QS0322
 QS0322;                    North         East    Units  Estimated Accuracy
 QS0322;SPC SD N     -   184,220.      561,090.      MT  (+/- 180 meters Scaled)
 QS0322
 QS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR829384(NAD 83)
 QS0322
 QS0322                          SUPERSEDED SURVEY CONTROL
 QS0322
 QS0322  NGVD 29 (??/??/92)  576.28   (m)         1890.7    (f) COMPUTED    2 0
 QS0322
 QS0322.Superseded values are not recommended for survey control.
 QS0322
 QS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0322.See file dsdata.pdf to determine how the superseded data were derived.
 QS0322
 QS0322_MARKER: DB = BENCH MARK DISK
 QS0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0322_STAMPING: A 304 1945
 QS0322_MARK LOGO: CGS
 QS0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0322+STABILITY: SURFACE MOTION
 QS0322
 QS0322  HISTORY     - Date     Condition        Report By
 QS0322  HISTORY     - 1945     MONUMENTED       CGS
 QS0322
 QS0322                          STATION DESCRIPTION
 QS0322
 QS0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0322'5.9 MI SW FROM MOBRIDGE.
 QS0322'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0322'THENCE WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0322'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTHERLY
 QS0322'0.7 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ON
 QS0322'TOP OF THE FIRST HILL SOUTH OF THE INTERSECTION OF HIGHWAY NO. 8
 QS0322'AND THE ROAD LEADING TO CHEYENNE AGENCY, 140.0 FEET EAST OF THE
 QS0322'NORTHEAST CORNER OF A FENCE AROUND A GROUP OF SMALL TREES, 40.0 FEET
 QS0322'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD AND 2.0
 QS0322'FEET NORTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED A 304 1945
 QS0322'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 QS0322'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0173 ***********************************************************************
 QS0173  DESIGNATION -  A 305
 QS0173  PID         -  QS0173
 QS0173  STATE/COUNTY-  SD/DEWEY
 QS0173  COUNTRY     -  US
 QS0173  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0173
 QS0173                         *CURRENT SURVEY CONTROL
 QS0173  ______________________________________________________________________
 QS0173* NAD 83(1986) POSITION- 45 13 24.66   (N) 100 16 37.34   (W)   HD_HELD1
 QS0173* NAVD 88 ORTHO HEIGHT -   487.218 (meters)     1598.48  (feet) ADJUSTED
 QS0173  ______________________________________________________________________
 QS0173  GEOID HEIGHT    -        -22.191 (meters)                     GEOID18
 QS0173  DYNAMIC HEIGHT  -        487.158 (meters)     1598.28  (feet) COMP
 QS0173  MODELED GRAVITY -    980,479.4   (mgal)                       NAVD 88
 QS0173
 QS0173  VERT ORDER      -  SECOND    CLASS 0
 QS0173
 QS0173.The horizontal coordinates were determined by differentially corrected
 QS0173.hand held GPS observations or other comparable positioning techniques
 QS0173.and have an estimated accuracy of +/- 3 meters.
 QS0173
 QS0173.The orthometric height was determined by differential leveling and
 QS0173.adjusted by the NATIONAL GEODETIC SURVEY
 QS0173.in June 1991.
 QS0173
 QS0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0173.GEOID18 height accuracy estimate available here.
 QS0173
 QS0173.Click photographs - Photos may exist for this station.
 QS0173
 QS0173.The dynamic height is computed by dividing the NAVD 88
 QS0173.geopotential number by the normal gravity value computed on the
 QS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0173.degrees latitude (g = 980.6199 gals.).
 QS0173
 QS0173.The modeled gravity was interpolated from observed gravity values.
 QS0173
 QS0173;                    North         East    Units  Estimated Accuracy
 QS0173;SPC SD N     -   154,518.7     578,242.7     MT  (+/- 3 meters HH1 GPS) 
 QS0173
 QS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9974108573(NAD 83)
 QS0173
 QS0173                          SUPERSEDED SURVEY CONTROL
 QS0173
 QS0173  NGVD 29 (??/??/92)  486.849  (m)         1597.27   (f) ADJ UNCH    2 0
 QS0173
 QS0173.Superseded values are not recommended for survey control.
 QS0173
 QS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0173.See file dsdata.pdf to determine how the superseded data were derived.
 QS0173
 QS0173_MARKER: DB = BENCH MARK DISK
 QS0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0173_STAMPING: A 305 1945
 QS0173_MARK LOGO: CGS
 QS0173_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0173+STABILITY: SURFACE MOTION
 QS0173
 QS0173  HISTORY     - Date     Condition        Report By
 QS0173  HISTORY     - 1945     MONUMENTED       CGS
 QS0173
 QS0173                          STATION DESCRIPTION
 QS0173
 QS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0173'17.5 MI NW FROM CHEYENNE AGENCY.
 QS0173'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0173'WESTERLY 17.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0173'MARK IS 49.0 FEET WEST OF AND ABOUT LEVEL WITH CENTERLINE OF ROAD,
 QS0173'39.0 FEET NORTHWEST OF THE WEST END OF A 1.0 FOOT CORRUGATED
 QS0173'IRON CULVERT, 6.0 FEET SOUTH OF A TELEPHONE POLE AND IN LINE
 QS0173'WITH ROW OF POLES WEST OF ROAD, 1.0 FOOT NORTH OF 4 X 4 MARKER
 QS0173'POST.  AN IRON DISK STAMPED A 305 1945 IS SET IN TOP OF A CONCRETE
 QS0173'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0138 ***********************************************************************
 QS0138  DESIGNATION -  A 306
 QS0138  PID         -  QS0138
 QS0138  STATE/COUNTY-  SD/CORSON
 QS0138  COUNTRY     -  US
 QS0138  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0138
 QS0138                         *CURRENT SURVEY CONTROL
 QS0138  ______________________________________________________________________
 QS0138* NAD 83(1986) POSITION- 45 39 38.11   (N) 100 29 38.59   (W)   HD_HELD1
 QS0138* NAVD 88 ORTHO HEIGHT -   532.444 (meters)     1746.86  (feet) ADJUSTED
 QS0138  ______________________________________________________________________
 QS0138  GEOID HEIGHT    -        -21.665 (meters)                     GEOID18
 QS0138  DYNAMIC HEIGHT  -        532.404 (meters)     1746.73  (feet) COMP
 QS0138  MODELED GRAVITY -    980,523.3   (mgal)                       NAVD 88
 QS0138
 QS0138  VERT ORDER      -  FIRST     CLASS II
 QS0138
 QS0138.The horizontal coordinates were determined by differentially corrected
 QS0138.hand held GPS observations or other comparable positioning techniques
 QS0138.and have an estimated accuracy of +/- 3 meters.
 QS0138
 QS0138.The orthometric height was determined by differential leveling and
 QS0138.adjusted by the NATIONAL GEODETIC SURVEY
 QS0138.in June 1991.
 QS0138
 QS0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0138.GEOID18 height accuracy estimate available here.
 QS0138
 QS0138.Click photographs - Photos may exist for this station.
 QS0138
 QS0138.The dynamic height is computed by dividing the NAVD 88
 QS0138.geopotential number by the normal gravity value computed on the
 QS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0138.degrees latitude (g = 980.6199 gals.).
 QS0138
 QS0138.The modeled gravity was interpolated from observed gravity values.
 QS0138
 QS0138;                    North         East    Units  Estimated Accuracy
 QS0138;SPC SD N     -   203,173.3     561,496.1     MT  (+/- 3 meters HH1 GPS) 
 QS0138
 QS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8360657422(NAD 83)
 QS0138
 QS0138                          SUPERSEDED SURVEY CONTROL
 QS0138
 QS0138  NGVD 29 (??/??/92)  532.063  (m)         1745.61   (f) ADJ UNCH    1 2
 QS0138
 QS0138.Superseded values are not recommended for survey control.
 QS0138
 QS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0138.See file dsdata.pdf to determine how the superseded data were derived.
 QS0138
 QS0138_MARKER: DB = BENCH MARK DISK
 QS0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0138_STAMPING: A 306 1945
 QS0138_MARK LOGO: CGS
 QS0138_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0138+STABILITY: SURFACE MOTION
 QS0138
 QS0138  HISTORY     - Date     Condition        Report By
 QS0138  HISTORY     - 1945     MONUMENTED       CGS
 QS0138  HISTORY     - 1949     GOOD             CGS
 QS0138
 QS0138                          STATION DESCRIPTION
 QS0138
 QS0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0138'2 MI E FROM WAKPALA.
 QS0138'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.0 MILES
 QS0138'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 24.7 FEET
 QS0138'SOUTH OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTHWEST OF A FENCE
 QS0138'CORNER, 2.0 FEET SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4
 QS0138'MARKER POST.  A BRONZE DISK STAMPED A 306 1945 SET IN THE TOP OF
 QS0138'A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 QS0138
 QS0138                          STATION RECOVERY (1949)
 QS0138
 QS0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0114 ***********************************************************************
 QS0114  DESIGNATION -  A 307
 QS0114  PID         -  QS0114
 QS0114  STATE/COUNTY-  SD/CORSON
 QS0114  COUNTRY     -  US
 QS0114  USGS QUAD   -  MOBRIDGE (2017)
 QS0114
 QS0114                         *CURRENT SURVEY CONTROL
 QS0114  ______________________________________________________________________
 QS0114* NAD 83(1986) POSITION- 45 35 19.59   (N) 100 28 30.96   (W)   HD_HELD1
 QS0114* NAVD 88 ORTHO HEIGHT -   477.320 (meters)     1566.01  (feet) ADJUSTED
 QS0114  ______________________________________________________________________
 QS0114  GEOID HEIGHT    -        -21.747 (meters)                     GEOID18
 QS0114  DYNAMIC HEIGHT  -        477.282 (meters)     1565.88  (feet) COMP
 QS0114  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 QS0114
 QS0114  VERT ORDER      -  SECOND    CLASS 0
 QS0114
 QS0114.The horizontal coordinates were determined by differentially corrected
 QS0114.hand held GPS observations or other comparable positioning techniques
 QS0114.and have an estimated accuracy of +/- 3 meters.
 QS0114
 QS0114.The orthometric height was determined by differential leveling and
 QS0114.adjusted by the NATIONAL GEODETIC SURVEY
 QS0114.in June 1991.
 QS0114
 QS0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0114.GEOID18 height accuracy estimate available here.
 QS0114
 QS0114.Click photographs - Photos may exist for this station.
 QS0114
 QS0114.The dynamic height is computed by dividing the NAVD 88
 QS0114.geopotential number by the normal gravity value computed on the
 QS0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0114.degrees latitude (g = 980.6199 gals.).
 QS0114
 QS0114.The modeled gravity was interpolated from observed gravity values.
 QS0114
 QS0114;                    North         East    Units  Estimated Accuracy
 QS0114;SPC SD N     -   195,183.4     562,913.3     MT  (+/- 3 meters HH1 GPS) 
 QS0114
 QS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8492349417(NAD 83)
 QS0114
 QS0114                          SUPERSEDED SURVEY CONTROL
 QS0114
 QS0114  NGVD 29 (??/??/92)  476.950  (m)         1564.79   (f) ADJ UNCH    2 0
 QS0114
 QS0114.Superseded values are not recommended for survey control.
 QS0114
 QS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0114.See file dsdata.pdf to determine how the superseded data were derived.
 QS0114
 QS0114_MARKER: DB = BENCH MARK DISK
 QS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0114_STAMPING: A 307 1945
 QS0114_MARK LOGO: CGS
 QS0114_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0114+STABILITY: SURFACE MOTION
 QS0114
 QS0114  HISTORY     - Date     Condition        Report By
 QS0114  HISTORY     - 1945     MONUMENTED       CGS
 QS0114  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0114
 QS0114                          STATION DESCRIPTION
 QS0114
 QS0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0114'1 MI W FROM MOREAU JUNCTION.
 QS0114'1.0 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0114'RAILROAD FROM THE STATION AT MOREAU JUNCTION, 200 YARDS NORTHEAST
 QS0114'OF A CROSSING, 143.0 FEET NORTHWEST OF A STATION ONE MILE SIGN,
 QS0114'105.0 FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF THE TRACKS,
 QS0114'26.0 FEET SOUTHEAST OF A TELEPHONE POLE AND 1.0 FOOT WEST OF A
 QS0114'4 X 4 MARKER POST.  AN IRON DISK STAMPED A 307 1945 AND SET IN THE
 QS0114'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE
 QS0114'RAILROAD HAS BEEN MOVED FROM ITS ORIGINAL POSITION AND MOREAU
 QS0114'JUNCTION NO LONGER EXISTS.  BM COVERED BY WATER OF THE OAHE
 QS0114'RESERVOIR.
 QS0114
 QS0114                          STATION RECOVERY (1964)
 QS0114
 QS0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0289 ***********************************************************************
 QR0289  DESIGNATION -  A 308
 QR0289  PID         -  QR0289
 QR0289  STATE/COUNTY-  SD/POTTER
 QR0289  COUNTRY     -  US
 QR0289  USGS QUAD   -  GETTYSBURG (2017)
 QR0289
 QR0289                         *CURRENT SURVEY CONTROL
 QR0289  ______________________________________________________________________
 QR0289* NAD 83(1986) POSITION- 45 00 48.     (N) 099 58 49.     (W)   SCALED
 QR0289* NAVD 88 ORTHO HEIGHT -   640.599 (meters)     2101.70  (feet) ADJUSTED
 QR0289  ______________________________________________________________________
 QR0289  GEOID HEIGHT    -        -22.549 (meters)                     GEOID18
 QR0289  DYNAMIC HEIGHT  -        640.501 (meters)     2101.38  (feet) COMP
 QR0289  MODELED GRAVITY -    980,444.1   (mgal)                       NAVD 88
 QR0289
 QR0289  VERT ORDER      -  SECOND    CLASS 0
 QR0289
 QR0289.The horizontal coordinates were scaled from a map and have
 QR0289.an estimated accuracy of +/- 6 seconds.
 QR0289
 QR0289.The orthometric height was determined by differential leveling and
 QR0289.adjusted by the NATIONAL GEODETIC SURVEY
 QR0289.in June 1991.
 QR0289
 QR0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0289.GEOID18 height accuracy estimate available here.
 QR0289
 QR0289.Click photographs - Photos may exist for this station.
 QR0289
 QR0289.The dynamic height is computed by dividing the NAVD 88
 QR0289.geopotential number by the normal gravity value computed on the
 QR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0289.degrees latitude (g = 980.6199 gals.).
 QR0289
 QR0289.The modeled gravity was interpolated from observed gravity values.
 QR0289
 QR0289;                    North         East    Units  Estimated Accuracy
 QR0289;SPC SD N     -   131,130.      601,560.      MT  (+/- 180 meters Scaled)
 QR0289
 QR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ227848(NAD 83)
 QR0289
 QR0289                          SUPERSEDED SURVEY CONTROL
 QR0289
 QR0289  NGVD 29 (??/??/92)  640.220  (m)         2100.46   (f) ADJ UNCH    2 0
 QR0289
 QR0289.Superseded values are not recommended for survey control.
 QR0289
 QR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0289.See file dsdata.pdf to determine how the superseded data were derived.
 QR0289
 QR0289_MARKER: DB = BENCH MARK DISK
 QR0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0289_STAMPING: A 308 1945
 QR0289_MARK LOGO: CGS
 QR0289_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0289+STABILITY: SURFACE MOTION
 QR0289
 QR0289  HISTORY     - Date     Condition        Report By
 QR0289  HISTORY     - 1945     MONUMENTED       CGS
 QR0289  HISTORY     - 1971     GOOD             NGS
 QR0289  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QR0289
 QR0289                          STATION DESCRIPTION
 QR0289
 QR0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QR0289'1.2 MI W FROM GETTYSBURG.
 QR0289'ABOUT 1.2 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT
 QR0289'0.2 MILE NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY,
 QR0289'AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 47-1/2 FEET
 QR0289'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48-1/2 FEET EAST OF THE
 QR0289'CENTER LINE OF THE DIRT ROAD, 6 FEET EAST OF A POLE, IN LINE WITH
 QR0289'THE ROW OF POLES, ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY, AND
 QR0289'1 FOOT WEST OF A WHITE WOODEN WITNESS POST.  AN IRON BENCH-MARK
 QR0289'DISK, STAMPED A 308 1945 AND SET IN THE TOP OF A CONCRETE POST
 QR0289'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QR0289
 QR0289                          STATION RECOVERY (1971)
 QR0289
 QR0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QR0289'RECOVERED IN GOOD CONDITION.
 QR0289
 QR0289                          STATION RECOVERY (1996)
 QR0289
 QR0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0289'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0202 ***********************************************************************
 PT0202  DESIGNATION -  A 309
 PT0202  PID         -  PT0202
 PT0202  STATE/COUNTY-  SD/HUGHES
 PT0202  COUNTRY     -  US
 PT0202  USGS QUAD   -  PIERRE NE (2017)
 PT0202
 PT0202                         *CURRENT SURVEY CONTROL
 PT0202  ______________________________________________________________________
 PT0202* NAD 83(1986) POSITION- 44 28 59.     (N) 100 21 03.     (W)   SCALED
 PT0202* NAVD 88 ORTHO HEIGHT -   524.718 (meters)     1721.51  (feet) ADJUSTED
 PT0202  ______________________________________________________________________
 PT0202  GEOID HEIGHT    -        -23.155 (meters)                     GEOID18
 PT0202  DYNAMIC HEIGHT  -        524.617 (meters)     1721.18  (feet) COMP
 PT0202  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 PT0202
 PT0202  VERT ORDER      -  FIRST     CLASS II
 PT0202
 PT0202.The horizontal coordinates were scaled from a map and have
 PT0202.an estimated accuracy of +/- 6 seconds.
 PT0202
 PT0202.The orthometric height was determined by differential leveling and
 PT0202.adjusted by the NATIONAL GEODETIC SURVEY
 PT0202.in June 1991.
 PT0202
 PT0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0202.GEOID18 height accuracy estimate available here.
 PT0202
 PT0202.Click photographs - Photos may exist for this station.
 PT0202
 PT0202.The dynamic height is computed by dividing the NAVD 88
 PT0202.geopotential number by the normal gravity value computed on the
 PT0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0202.degrees latitude (g = 980.6199 gals.).
 PT0202
 PT0202.The modeled gravity was interpolated from observed gravity values.
 PT0202
 PT0202;                    North         East    Units  Estimated Accuracy
 PT0202;SPC SD S     -   238,830.      598,610.      MT  (+/- 180 meters Scaled)
 PT0202
 PT0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925264(NAD 83)
 PT0202
 PT0202                          SUPERSEDED SURVEY CONTROL
 PT0202
 PT0202  NGVD 29 (??/??/92)  524.330  (m)         1720.24   (f) ADJ UNCH    1 2
 PT0202
 PT0202.Superseded values are not recommended for survey control.
 PT0202
 PT0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0202.See file dsdata.pdf to determine how the superseded data were derived.
 PT0202
 PT0202_MARKER: DB = BENCH MARK DISK
 PT0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0202_STAMPING: A 309 1946
 PT0202_MARK LOGO: CGS
 PT0202_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0202+STABILITY: SURFACE MOTION
 PT0202
 PT0202  HISTORY     - Date     Condition        Report By
 PT0202  HISTORY     - 1946     MONUMENTED       CGS
 PT0202  HISTORY     - 1949     GOOD             CGS
 PT0202  HISTORY     - 1966     MARK NOT FOUND   USGS
 PT0202
 PT0202                          STATION DESCRIPTION
 PT0202
 PT0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0202'8 MI NE FROM PIERRE.
 PT0202'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0202'AT PIERRE, THENCE 6.7 MILES NORTH ALONG A GRAVELED ROAD, 58
 PT0202'FEET WEST OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF A
 PT0202'FENCE LINE, 4.0 FEET NORTH OF AN EAST-WEST FENCE LINE, 2.0 FEET
 PT0202'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 PT0202'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PT0202
 PT0202                          STATION RECOVERY (1966)
 PT0202
 PT0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PT0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0499 ***********************************************************************
 QS0499  DESIGNATION -  A 31
 QS0499  PID         -  QS0499
 QS0499  STATE/COUNTY-  SD/ZIEBACH
 QS0499  COUNTRY     -  US
 QS0499  USGS QUAD   -  GLAD VALLEY (2017)
 QS0499
 QS0499                         *CURRENT SURVEY CONTROL
 QS0499  ______________________________________________________________________
 QS0499* NAD 83(1996) POSITION- 45 24 00.17635(N) 101 46 17.29840(W)   ADJUSTED
 QS0499* NAVD 88 ORTHO HEIGHT -   767.873 (meters)     2519.26  (feet) ADJUSTED
 QS0499  ______________________________________________________________________
 QS0499  GEOID HEIGHT    -        -19.794 (meters)                     GEOID18
 QS0499  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 QS0499  DYNAMIC HEIGHT  -        767.755 (meters)     2518.88  (feet) COMP
 QS0499  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 QS0499
 QS0499  HORZ ORDER      -  SECOND
 QS0499  VERT ORDER      -  FIRST     CLASS II
 QS0499
 QS0499.The horizontal coordinates were established by classical geodetic methods
 QS0499.and adjusted by the National Geodetic Survey in January 1998.
 QS0499
 QS0499.The orthometric height was determined by differential leveling and
 QS0499.adjusted by the NATIONAL GEODETIC SURVEY
 QS0499.in June 1991.
 QS0499
 QS0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0499.GEOID18 height accuracy estimate available here.
 QS0499
 QS0499.Click photographs - Photos may exist for this station.
 QS0499
 QS0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0499
 QS0499.The dynamic height is computed by dividing the NAVD 88
 QS0499.geopotential number by the normal gravity value computed on the
 QS0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0499.degrees latitude (g = 980.6199 gals.).
 QS0499
 QS0499.The modeled gravity was interpolated from observed gravity values.
 QS0499
 QS0499. The following values were computed from the NAD 83(1996) position.
 QS0499
 QS0499;                    North         East     Units Scale Factor Converg.
 QS0499;SPC SD N     -   175,617.281   461,317.381   MT  0.99995762   -1 15 13.5
 QS0499;SPC SD N     -   576,171.03  1,513,505.44   sFT  0.99995762   -1 15 13.5
 QS0499;UTM  14      - 5,031,129.125   283,092.076   MT  1.00017851   -1 58 26.9
 QS0499
 QS0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0499!SPC SD N     -   0.99988273  x   0.99995762  =   0.99984036
 QS0499!UTM  14      -   0.99988273  x   1.00017851  =   1.00006122
 QS0499
 QS0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8309231129(NAD 83)
 QS0499
 QS0499                          SUPERSEDED SURVEY CONTROL
 QS0499
 QS0499  NAD 83(1986)-  45 24 00.16797(N)    101 46 17.29702(W) AD(       ) 2
 QS0499  NAD 27      -  45 24 00.26300(N)    101 46 15.73500(W) AD(       ) 2
 QS0499  NGVD 29 (??/??/92)  767.426  (m)         2517.80   (f) ADJ UNCH    1 2
 QS0499  NGVD 29             767.43   (m)         2517.8    (f) LEVELING    3  
 QS0499
 QS0499.Superseded values are not recommended for survey control.
 QS0499
 QS0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0499.See file dsdata.pdf to determine how the superseded data were derived.
 QS0499
 QS0499_MARKER: DB = BENCH MARK DISK
 QS0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0499_STAMPING: A 31 1934
 QS0499_MARK LOGO: CGS
 QS0499_PROJECTION: FLUSH
 QS0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0499+STABILITY: SURFACE MOTION
 QS0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0499+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0499
 QS0499  HISTORY     - Date     Condition        Report By
 QS0499  HISTORY     - 1934     MONUMENTED       CGS
 QS0499  HISTORY     - 1934     GOOD             CGS
 QS0499  HISTORY     - 1953     GOOD             LOCSUR
 QS0499  HISTORY     - 19990622 GOOD             NGS
 QS0499
 QS0499                          STATION DESCRIPTION
 QS0499
 QS0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0499'STATION GLAD IS IN SECTION 27, T 17 N, R 19 E, ON THE RIGHT-OF-WAY
 QS0499'OF STATE HIGHWAY 8, 0.4 MILE EAST OF GLAD VALLEY, 115 FEET
 QS0499'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ST. BARTHOLOMEW
 QS0499'CATHOLIC CHURCH, 30 FEET SOUTHEAST OF A POWERLINE POLE, 29 FEET
 QS0499'NORTH OF THE CENTER OF THE HIGHWAY AND 20.5 FEET EAST OF A WHITE 4
 QS0499'IN X 4 IN WITNESS POST.
 QS0499'
 QS0499'TO REACH STATION GLAD FROM THE CROSS ROAD IN GLAD VALLEY, GO EAST
 QS0499'ON STATE HIGHWAY 8 FOR 0.4 MILE TO THE CHURCH ON THE RIGHT AND
 QS0499'STATION GLAD ON THE LEFT.
 QS0499'
 QS0499'BENCH MARK A 31 IS 39 FEET SOUTH
 QS0499'OF THE CENTER OF THE HIGHWAY, 26 FEET EAST OF THE CENTER OF THE
 QS0499'CHURCH ENTRANCE AND 4.5 FEET SOUTHWEST OF A FENCE CORNER.  THE
 QS0499'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 QS0499'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, THAT IS
 QS0499'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED A
 QS0499'31 1934.
 QS0499
 QS0499                          STATION RECOVERY (1934)
 QS0499
 QS0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0499'0.3 MI E FROM GLAD VALLEY.
 QS0499'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 8 FROM GLAD VALLEY,
 QS0499'ZIEBACH COUNTY, AT THE NORTHEAST CORNER OF A CHURCHYARD, ABOUT
 QS0499'34 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 39
 QS0499'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF
 QS0499'THE RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A T-FENCE LEADING
 QS0499'SOUTH.  A STANDARD DISK, STAMPED A 31 1934 AND SET IN THE TOP
 QS0499'OF A CONCRETE POST.
 QS0499
 QS0499                          STATION RECOVERY (1953)
 QS0499
 QS0499'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QS0499'RECOVERED IN GOOD CONDITION.
 QS0499
 QS0499                          STATION RECOVERY (1999)
 QS0499
 QS0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0499'28.2 KM (17.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QS0499'OFFICE IN ISABEL, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A GRAVELED
 QS0499'ROAD, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A TRACK ROAD (OLD HIGHWAY
 QS0499'8), 35.4 M (116.1 FT) EAST OF GLAD RM 2, 11.8 M (38.7 FT) SOUTH OF THE
 QS0499'ROAD CENTER, 8.5 M (27.9 FT) EAST OF THE CENTER OF A GATE, 1.5 M (4.9
 QS0499'FT) ABOVE THE LEVEL OF THE ROAD, 1.1 M (3.6 FT) SOUTHWEST OF A FENCE
 QS0499'CORNER, 0.9 M (3.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A
 QS0499'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0499'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GENE BIERMAN, BOX 3, GLAD
 QS0499'VALLEY, SD 57629.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0418 ***********************************************************************
 OR0418  DESIGNATION -  A 310
 OR0418  PID         -  OR0418
 OR0418  STATE/COUNTY-  SD/LYMAN
 OR0418  COUNTRY     -  US
 OR0418  USGS QUAD   -  OACOMA (2017)
 OR0418
 OR0418                         *CURRENT SURVEY CONTROL
 OR0418  ______________________________________________________________________
 OR0418* NAD 83(1986) POSITION- 43 49 10.     (N) 099 25 39.     (W)   SCALED
 OR0418* NAVD 88 ORTHO HEIGHT -   433.838 (meters)     1423.35  (feet) ADJUSTED
 OR0418  ______________________________________________________________________
 OR0418  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 OR0418  DYNAMIC HEIGHT  -        433.719 (meters)     1422.96  (feet) COMP
 OR0418  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 OR0418
 OR0418  VERT ORDER      -  FIRST     CLASS II
 OR0418
 OR0418.The horizontal coordinates were scaled from a map and have
 OR0418.an estimated accuracy of +/- 6 seconds.
 OR0418
 OR0418.The orthometric height was determined by differential leveling and
 OR0418.adjusted by the NATIONAL GEODETIC SURVEY
 OR0418.in June 1991.
 OR0418
 OR0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0418.GEOID18 height accuracy estimate available here.
 OR0418
 OR0418.Click photographs - Photos may exist for this station.
 OR0418
 OR0418.The dynamic height is computed by dividing the NAVD 88
 OR0418.geopotential number by the normal gravity value computed on the
 OR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0418.degrees latitude (g = 980.6199 gals.).
 OR0418
 OR0418.The modeled gravity was interpolated from observed gravity values.
 OR0418
 OR0418;                    North         East    Units  Estimated Accuracy
 OR0418;SPC SD S     -   165,490.      672,870.      MT  (+/- 180 meters Scaled)
 OR0418
 OR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP656519(NAD 83)
 OR0418
 OR0418                          SUPERSEDED SURVEY CONTROL
 OR0418
 OR0418  NGVD 29 (??/??/92)  433.499  (m)         1422.24   (f) ADJ UNCH    1 2
 OR0418
 OR0418.Superseded values are not recommended for survey control.
 OR0418
 OR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0418.See file dsdata.pdf to determine how the superseded data were derived.
 OR0418
 OR0418_MARKER: DB = BENCH MARK DISK
 OR0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0418_STAMPING: A 310 1945
 OR0418_MARK LOGO: CGS
 OR0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0418+STABILITY: SURFACE MOTION
 OR0418
 OR0418  HISTORY     - Date     Condition        Report By
 OR0418  HISTORY     - 1945     MONUMENTED       CGS
 OR0418
 OR0418                          STATION DESCRIPTION
 OR0418
 OR0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0418'2.3 MI NW FROM OACOMA.
 OR0418'2.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OR0418'PACIFIC RAILROAD FROM THE RAILROAD STATION AT OACOMA, 0.2 MILE
 OR0418'NORTHWEST OF A RAILROAD CROSSING, 11 POLES SOUTHEAST OF MILE-POLE
 OR0418'NO. 448, 1 POLE SOUTHEAST OF POLE NO. 27 1/2, 49 FEET NORTHEAST
 OR0418'OF THE CENTER OF THE RAILROAD TRACK, 27 FEET SOUTHWEST OF THE
 OR0418'CENTER OF THE DIRT ROAD, 6 INCHES SOUTHWEST OF THE FENCE, AND
 OR0418'6 INCHES NORTHWEST OF A 4 X 4 INCH WHITE WOODEN POST.  STAMPED
 OR0418'A 310 1945 AND PROJECTS ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0043 ***********************************************************************
 QS0043  DESIGNATION -  A 311
 QS0043  PID         -  QS0043
 QS0043  STATE/COUNTY-  SD/CAMPBELL
 QS0043  COUNTRY     -  US
 QS0043  USGS QUAD   -  HERREID (2017)
 QS0043
 QS0043                         *CURRENT SURVEY CONTROL
 QS0043  ______________________________________________________________________
 QS0043* NAD 83(1986) POSITION- 45 49 44.     (N) 100 05 25.     (W)   SCALED
 QS0043* NAVD 88 ORTHO HEIGHT -   510.494 (meters)     1674.85  (feet) ADJUSTED
 QS0043  ______________________________________________________________________
 QS0043  GEOID HEIGHT    -        -22.135 (meters)                     GEOID18
 QS0043  DYNAMIC HEIGHT  -        510.463 (meters)     1674.74  (feet) COMP
 QS0043  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 QS0043
 QS0043  VERT ORDER      -  SECOND    CLASS 0
 QS0043
 QS0043.The horizontal coordinates were scaled from a map and have
 QS0043.an estimated accuracy of +/- 6 seconds.
 QS0043
 QS0043.The orthometric height was determined by differential leveling and
 QS0043.adjusted by the NATIONAL GEODETIC SURVEY
 QS0043.in June 1991.
 QS0043
 QS0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0043.GEOID18 height accuracy estimate available here.
 QS0043
 QS0043.Click photographs - Photos may exist for this station.
 QS0043
 QS0043.The dynamic height is computed by dividing the NAVD 88
 QS0043.geopotential number by the normal gravity value computed on the
 QS0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0043.degrees latitude (g = 980.6199 gals.).
 QS0043
 QS0043.The modeled gravity was interpolated from observed gravity values.
 QS0043
 QS0043;                    North         East    Units  Estimated Accuracy
 QS0043;SPC SD N     -   221,770.      592,990.      MT  (+/- 180 meters Scaled)
 QS0043
 QS0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR153756(NAD 83)
 QS0043
 QS0043                          SUPERSEDED SURVEY CONTROL
 QS0043
 QS0043  NGVD 29 (??/??/92)  510.115  (m)         1673.60   (f) ADJ UNCH    2 0
 QS0043
 QS0043.Superseded values are not recommended for survey control.
 QS0043
 QS0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0043.See file dsdata.pdf to determine how the superseded data were derived.
 QS0043
 QS0043_MARKER: DB = BENCH MARK DISK
 QS0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0043_STAMPING: A 311 1945
 QS0043_MARK LOGO: CGS
 QS0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0043+STABILITY: SURFACE MOTION
 QS0043
 QS0043  HISTORY     - Date     Condition        Report By
 QS0043  HISTORY     - 1945     MONUMENTED       CGS
 QS0043
 QS0043                          STATION DESCRIPTION
 QS0043
 QS0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0043'1 MI W FROM HERREID.
 QS0043'1.0 MILE WEST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT STE.
 QS0043'MARIE RAILROAD FROM THE STATION AT HERREID, SOUTH DAKOTA, 89.4
 QS0043'FEET SOUTH OF THE 6TH TELEGRAPH POLE WEST OF MILE POST NO. 399,
 QS0043'58.9 FEET SOUTHWEST OF THE CENTER LINE OF A SECTION LINE ROAD
 QS0043'CROSSING, 45.2 FEET SOUTH OF THE SOUTH RAIL, 37.0 FEET WEST OF
 QS0043'THE SECTION LINE ROAD, 4.5 FEET NORTH OF A POWER LINE POLE, 2.0
 QS0043'FEET EAST OF A 4X4 INCH WHITE WOODEN WITNESS POST, 1.0 FOOT
 QS0043'BELOW THE LEVEL OF THE TRACKS.  A BRONZE DISK SET IN TOP OF A
 QS0043'CONCRETE MONUMENT.  NOTE-- 1964 REPORT--THE MINNEAPOLIS, ST.
 QS0043'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0071 ***********************************************************************
 PT0071  DESIGNATION -  A 312
 PT0071  PID         -  PT0071
 PT0071  STATE/COUNTY-  SD/SULLY
 PT0071  COUNTRY     -  US
 PT0071  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0071
 PT0071                         *CURRENT SURVEY CONTROL
 PT0071  ______________________________________________________________________
 PT0071* NAD 83(1986) POSITION- 44 45 56.     (N) 100 19 27.     (W)   SCALED
 PT0071* NAVD 88 ORTHO HEIGHT -   570.067 (meters)     1870.29  (feet) ADJUSTED
 PT0071  ______________________________________________________________________
 PT0071  GEOID HEIGHT    -        -22.735 (meters)                     GEOID18
 PT0071  DYNAMIC HEIGHT  -        569.966 (meters)     1869.96  (feet) COMP
 PT0071  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 PT0071
 PT0071  VERT ORDER      -  SECOND    CLASS 0
 PT0071
 PT0071.The horizontal coordinates were scaled from a map and have
 PT0071.an estimated accuracy of +/- 6 seconds.
 PT0071
 PT0071.The orthometric height was determined by differential leveling and
 PT0071.adjusted by the NATIONAL GEODETIC SURVEY
 PT0071.in June 1991.
 PT0071
 PT0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0071.GEOID18 height accuracy estimate available here.
 PT0071
 PT0071.Click photographs - Photos may exist for this station.
 PT0071
 PT0071.The dynamic height is computed by dividing the NAVD 88
 PT0071.geopotential number by the normal gravity value computed on the
 PT0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0071.degrees latitude (g = 980.6199 gals.).
 PT0071
 PT0071.The modeled gravity was interpolated from observed gravity values.
 PT0071
 PT0071;                    North         East    Units  Estimated Accuracy
 PT0071;SPC SD N     -   103,640.      574,340.      MT  (+/- 180 meters Scaled)
 PT0071
 PT0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952577(NAD 83)
 PT0071
 PT0071                          SUPERSEDED SURVEY CONTROL
 PT0071
 PT0071  NGVD 29 (??/??/92)  569.682  (m)         1869.03   (f) ADJ UNCH    2 0
 PT0071
 PT0071.Superseded values are not recommended for survey control.
 PT0071
 PT0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0071.See file dsdata.pdf to determine how the superseded data were derived.
 PT0071
 PT0071_MARKER: DB = BENCH MARK DISK
 PT0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0071_STAMPING: A 312 1946
 PT0071_MARK LOGO: CGS
 PT0071_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0071+STABILITY: SURFACE MOTION
 PT0071
 PT0071  HISTORY     - Date     Condition        Report By
 PT0071  HISTORY     - 1946     MONUMENTED       CGS
 PT0071  HISTORY     - 1964     MARK NOT FOUND   USGS
 PT0071
 PT0071                          STATION DESCRIPTION
 PT0071
 PT0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0071'17.3 MI WSW FROM AGAR.
 PT0071'TO REACH THE MARK FROM AGAR GO 12.3 MILES WEST ALONG A GRAVEL
 PT0071'ROAD, THENCE SOUTH FOR 5 MILES, TO A SECTION LINE, ABOUT 0.2
 PT0071'MILES WEST OF A FARM HOUSE, 64.2 FEET NORTH OF A TELEPHONE POLE,
 PT0071'35.4 FEET NORTH OF A DIRT ROAD, 33.8 FEET EAST OF THE CENTERLINE
 PT0071'OF THE GRAVEL ROAD, AND ABOUT LEVEL, 4.6 FEET NORTHEAST OF
 PT0071'A FENCE CORNER, 2 FEET EAST OF A WHITE 4/4 MARKER POST, AND
 PT0071'PROJECTING 1 INCH ABOVE THE GROUND.  A STANDARD DISK SET IN TOP
 PT0071'OF A CONCRETE POST.
 PT0071
 PT0071                          STATION RECOVERY (1964)
 PT0071
 PT0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0115 ***********************************************************************
 OR0115  DESIGNATION -  A 316
 OR0115  PID         -  OR0115
 OR0115  STATE/COUNTY-  SD/CHARLES MIX
 OR0115  COUNTRY     -  US
 OR0115  USGS QUAD   -  WAGNER (2017)
 OR0115
 OR0115                         *CURRENT SURVEY CONTROL
 OR0115  ______________________________________________________________________
 OR0115* NAD 83(1986) POSITION- 43 04 24.     (N) 098 16 14.     (W)   SCALED
 OR0115* NAVD 88 ORTHO HEIGHT -   432.126 (meters)     1417.73  (feet) ADJUSTED
 OR0115  ______________________________________________________________________
 OR0115  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 OR0115  DYNAMIC HEIGHT  -        431.980 (meters)     1417.25  (feet) COMP
 OR0115  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OR0115
 OR0115  VERT ORDER      -  FIRST     CLASS II
 OR0115
 OR0115.The horizontal coordinates were scaled from a map and have
 OR0115.an estimated accuracy of +/- 6 seconds.
 OR0115
 OR0115.The orthometric height was determined by differential leveling and
 OR0115.adjusted by the NATIONAL GEODETIC SURVEY
 OR0115.in June 1991.
 OR0115
 OR0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0115.GEOID18 height accuracy estimate available here.
 OR0115
 OR0115.Click photographs - Photos may exist for this station.
 OR0115
 OR0115.The dynamic height is computed by dividing the NAVD 88
 OR0115.geopotential number by the normal gravity value computed on the
 OR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0115.degrees latitude (g = 980.6199 gals.).
 OR0115
 OR0115.The modeled gravity was interpolated from observed gravity values.
 OR0115
 OR0115;                    North         East    Units  Estimated Accuracy
 OR0115;SPC SD S     -    84,290.      767,980.      MT  (+/- 180 meters Scaled)
 OR0115
 OR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN593692(NAD 83)
 OR0115
 OR0115                          SUPERSEDED SURVEY CONTROL
 OR0115
 OR0115  NGVD 29 (??/??/92)  431.847  (m)         1416.82   (f) ADJ UNCH    1 2
 OR0115
 OR0115.Superseded values are not recommended for survey control.
 OR0115
 OR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0115.See file dsdata.pdf to determine how the superseded data were derived.
 OR0115
 OR0115_MARKER: DB = BENCH MARK DISK
 OR0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0115_STAMPING: A 316 1946
 OR0115_MARK LOGO: CGS
 OR0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0115+STABILITY: SURFACE MOTION
 OR0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0115+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0115
 OR0115  HISTORY     - Date     Condition        Report By
 OR0115  HISTORY     - 1946     MONUMENTED       CGS
 OR0115  HISTORY     - 19930919 GOOD             NGS
 OR0115  HISTORY     - 20121210 GOOD             INDIV
 OR0115
 OR0115                          STATION DESCRIPTION
 OR0115
 OR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0115'1.1 MI E FROM WAGNER.
 OR0115'ABOUT 1.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0115'PACIFIC RAILROAD FROM THE STATION AT WAGNER, ABOUT SIX POLES EAST
 OR0115'OF MILE POST 45, 62.5 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 OR0115'A STATION ONE MILE SIGN, 47.6 FEET SOUTHEAST OF AND ABOUT 1.0
 OR0115'FOOT HIGHER THAN THE CENTER LINE OF THE TRACK, 52.0 FEET WEST OF
 OR0115'A FENCE CORNER, 2.0 FEET NORTH OF THE RIGHT OF WAY FENCE AND 1.0
 OR0115'FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 OR0115'A 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 OR0115'INCHES ABOVE GROUND.
 OR0115
 OR0115                          STATION RECOVERY (1993)
 OR0115
 OR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0115'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OR0115'MAIN AVENUE IN WAGNER, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG A
 OR0115'GRAVELED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG THE UNION
 OR0115'PACIFIC RAILROAD, 20.4 M (66.9 FT) SOUTH OF A SIGN, 13.6 M (44.6 FT)
 OR0115'SOUTH OF THE NEAR RAIL, 0.5 M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0
 OR0115'FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 OR0115'FT) ABOVE THE GROUND SURFACE.
 OR0115
 OR0115                          STATION RECOVERY (2012)
 OR0115
 OR0115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1466 ***********************************************************************
 NM1466  DESIGNATION -  A 317
 NM1466  PID         -  NM1466
 NM1466  STATE/COUNTY-  SD/BON HOMME
 NM1466  COUNTRY     -  US
 NM1466  USGS QUAD   -  TYNDALL (2017)
 NM1466
 NM1466                         *CURRENT SURVEY CONTROL
 NM1466  ______________________________________________________________________
 NM1466* NAD 83(1986) POSITION- 42 53 37.58   (N) 097 49 17.72   (W)   HD_HELD1
 NM1466* NAVD 88 ORTHO HEIGHT -   375.951 (meters)     1233.43  (feet) ADJUSTED
 NM1466  ______________________________________________________________________
 NM1466  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 NM1466  DYNAMIC HEIGHT  -        375.830 (meters)     1233.04  (feet) COMP
 NM1466  MODELED GRAVITY -    980,286.5   (mgal)                       NAVD 88
 NM1466
 NM1466  VERT ORDER      -  SECOND    CLASS 0
 NM1466
 NM1466.The horizontal coordinates were determined by differentially corrected
 NM1466.hand held GPS observations or other comparable positioning techniques
 NM1466.and have an estimated accuracy of +/- 3 meters.
 NM1466
 NM1466.The orthometric height was determined by differential leveling and
 NM1466.adjusted by the NATIONAL GEODETIC SURVEY
 NM1466.in June 1991.
 NM1466
 NM1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1466.GEOID18 height accuracy estimate available here.
 NM1466
 NM1466.Click photographs - Photos may exist for this station.
 NM1466
 NM1466.The dynamic height is computed by dividing the NAVD 88
 NM1466.geopotential number by the normal gravity value computed on the
 NM1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1466.degrees latitude (g = 980.6199 gals.).
 NM1466
 NM1466.The modeled gravity was interpolated from observed gravity values.
 NM1466
 NM1466;                    North         East    Units  Estimated Accuracy
 NM1466;SPC SD S     -    65,362.4     805,128.4     MT  (+/- 3 meters HH1 GPS) 
 NM1466
 NM1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9621649691(NAD 83)
 NM1466
 NM1466                          SUPERSEDED SURVEY CONTROL
 NM1466
 NM1466  NGVD 29 (??/??/92)  375.730  (m)         1232.71   (f) ADJ UNCH    2 0
 NM1466
 NM1466.Superseded values are not recommended for survey control.
 NM1466
 NM1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1466.See file dsdata.pdf to determine how the superseded data were derived.
 NM1466
 NM1466_MARKER: DB = BENCH MARK DISK
 NM1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1466_SP_SET: BRIDGE
 NM1466_STAMPING: A 317 1946
 NM1466_MARK LOGO: CGS
 NM1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1466
 NM1466  HISTORY     - Date     Condition        Report By
 NM1466  HISTORY     - 1946     MONUMENTED       CGS
 NM1466
 NM1466                          STATION DESCRIPTION
 NM1466
 NM1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1466'6.6 MI NE FROM SPRINGFIELD.
 NM1466'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1466'ALONG STATE HIGHWAY NO. 37, THENCE EAST 3.6 MILES ALONG A GRAVELED
 NM1466'ROAD TO SITE OF MARK, BENCH MARK IS 10.0 FEET SOUTH OF AND ABOUT
 NM1466'LEVEL WITH THE CENTER LINE OF THE GRAVELED ROAD, ON TOP OF THE
 NM1466'SOUTHWEST WINGWALL OF A STEEL BRIDGE.  A BRONZE DISK STAMPED
 NM1466'A 317 1946 SET IN A DRILL HOLE IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0522 ***********************************************************************
 OR0522  DESIGNATION -  A 318
 OR0522  PID         -  OR0522
 OR0522  STATE/COUNTY-  SD/GREGORY
 OR0522  COUNTRY     -  US
 OR0522  USGS QUAD   -  GREGORY (2017)
 OR0522
 OR0522                         *CURRENT SURVEY CONTROL
 OR0522  ______________________________________________________________________
 OR0522* NAD 83(1986) POSITION- 43 12 45.     (N) 099 26 07.     (W)   SCALED
 OR0522* NAVD 88 ORTHO HEIGHT -   658.286 (meters)     2159.73  (feet) ADJUSTED
 OR0522  ______________________________________________________________________
 OR0522  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 OR0522  DYNAMIC HEIGHT  -        658.033 (meters)     2158.90  (feet) COMP
 OR0522  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 OR0522
 OR0522  VERT ORDER      -  SECOND    CLASS 0
 OR0522
 OR0522.The horizontal coordinates were scaled from a map and have
 OR0522.an estimated accuracy of +/- 6 seconds.
 OR0522
 OR0522.The orthometric height was determined by differential leveling and
 OR0522.adjusted by the NATIONAL GEODETIC SURVEY
 OR0522.in June 1991.
 OR0522
 OR0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0522.GEOID18 height accuracy estimate available here.
 OR0522
 OR0522.Click photographs - Photos may exist for this station.
 OR0522
 OR0522.The dynamic height is computed by dividing the NAVD 88
 OR0522.geopotential number by the normal gravity value computed on the
 OR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0522.degrees latitude (g = 980.6199 gals.).
 OR0522
 OR0522.The modeled gravity was interpolated from observed gravity values.
 OR0522
 OR0522;                    North         East    Units  Estimated Accuracy
 OR0522;SPC SD S     -    98,060.      672,970.      MT  (+/- 180 meters Scaled)
 OR0522
 OR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN646845(NAD 83)
 OR0522
 OR0522                          SUPERSEDED SURVEY CONTROL
 OR0522
 OR0522  NGVD 29 (??/??/92)  657.945  (m)         2158.61   (f) ADJ UNCH    2 0
 OR0522
 OR0522.Superseded values are not recommended for survey control.
 OR0522
 OR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0522.See file dsdata.pdf to determine how the superseded data were derived.
 OR0522
 OR0522_MARKER: DB = BENCH MARK DISK
 OR0522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0522_SP_SET: CULVERT HEADWALL
 OR0522_STAMPING: A 318 1946
 OR0522_MARK LOGO: CGS
 OR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0522+STABILITY: SURFACE MOTION
 OR0522
 OR0522  HISTORY     - Date     Condition        Report By
 OR0522  HISTORY     - 1946     MONUMENTED       CGS
 OR0522  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0522
 OR0522                          STATION DESCRIPTION
 OR0522
 OR0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0522'1.2 MI S FROM GREGORY.
 OR0522'ALONG A GRAVELED COUNTY ROAD, 1.2 MILES SOUTH OF THE CHIAGO
 OR0522'AND NORTHWESTERN RAILROAD STATION IN GREGORY, IN THE WEST
 OR0522'HEADWALL OF A CONCRETE CULVERT, 45 FEET NORTH OF THE CENTER OF
 OR0522'A SIDE ROAD, 13 FEET WEST OF THE CENTER OF THE MAIN ROAD,
 OR0522'IN THE SOUTH END OF HEADWALL.
 OR0522
 OR0522                          STATION RECOVERY (1962)
 OR0522
 OR0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0522'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0476 ***********************************************************************
 OQ0476  DESIGNATION -  A 319
 OQ0476  PID         -  OQ0476
 OQ0476  STATE/COUNTY-  SD/BON HOMME
 OQ0476  COUNTRY     -  US
 OQ0476  USGS QUAD   -  KLOUCEK LAKE (2017)
 OQ0476
 OQ0476                         *CURRENT SURVEY CONTROL
 OQ0476  ______________________________________________________________________
 OQ0476* NAD 83(1986) POSITION- 43 06 58.     (N) 097 42 27.     (W)   SCALED
 OQ0476* NAVD 88 ORTHO HEIGHT -   416.578 (meters)     1366.72  (feet) ADJUSTED
 OQ0476  ______________________________________________________________________
 OQ0476  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 OQ0476  DYNAMIC HEIGHT  -        416.455 (meters)     1366.32  (feet) COMP
 OQ0476  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 OQ0476
 OQ0476  VERT ORDER      -  SECOND    CLASS 0
 OQ0476
 OQ0476.The horizontal coordinates were scaled from a map and have
 OQ0476.an estimated accuracy of +/- 6 seconds.
 OQ0476
 OQ0476.The orthometric height was determined by differential leveling and
 OQ0476.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0476.in June 1991.
 OQ0476
 OQ0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0476.GEOID18 height accuracy estimate available here.
 OQ0476
 OQ0476.Click photographs - Photos may exist for this station.
 OQ0476
 OQ0476.The dynamic height is computed by dividing the NAVD 88
 OQ0476.geopotential number by the normal gravity value computed on the
 OQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0476.degrees latitude (g = 980.6199 gals.).
 OQ0476
 OQ0476.The modeled gravity was interpolated from observed gravity values.
 OQ0476
 OQ0476;                    North         East    Units  Estimated Accuracy
 OQ0476;SPC SD S     -    90,340.      813,660.      MT  (+/- 180 meters Scaled)
 OQ0476
 OQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN051745(NAD 83)
 OQ0476
 OQ0476                          SUPERSEDED SURVEY CONTROL
 OQ0476
 OQ0476  NGVD 29 (??/??/92)  416.332  (m)         1365.92   (f) ADJ UNCH    2 0
 OQ0476
 OQ0476.Superseded values are not recommended for survey control.
 OQ0476
 OQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0476.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0476
 OQ0476_MARKER: DB = BENCH MARK DISK
 OQ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0476_STAMPING: A 319 1946
 OQ0476_MARK LOGO: CGS
 OQ0476_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0476+STABILITY: SURFACE MOTION
 OQ0476
 OQ0476  HISTORY     - Date     Condition        Report By
 OQ0476  HISTORY     - 1946     MONUMENTED       CGS
 OQ0476
 OQ0476                          STATION DESCRIPTION
 OQ0476
 OQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OQ0476'3.1 MI SE FROM SCOTLAND.
 OQ0476'3.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0476'AND PACIFIC RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME
 OQ0476'COUNTY, 4 POLES NORTHWEST OF MILEPOST 176, AT A PRIVATE-ROAD
 OQ0476'CROSSING, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE PRIVATE
 OQ0476'ROAD, 46 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 3 FEET
 OQ0476'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTHWEST OF A
 OQ0476'WHITE WOODEN WITNESS POST, AND ABOUT 3-1/2 FEET LOWER THAN THE
 OQ0476'TRACK.  A STANDARD DISK, STAMPED A 319 1946 AND SET IN THE TOP
 OQ0476'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0327 ***********************************************************************
 QT0327  FBN         -  This is a Federal Base Network Control Station.
 QT0327  DESIGNATION -  A 32
 QT0327  PID         -  QT0327
 QT0327  STATE/COUNTY-  SD/HARDING
 QT0327  COUNTRY     -  US
 QT0327  USGS QUAD   -  BUFFALO (2017)
 QT0327
 QT0327                         *CURRENT SURVEY CONTROL
 QT0327  ______________________________________________________________________
 QT0327* NAD 83(2011) POSITION- 45 33 38.99991(N) 103 32 46.40722(W)   ADJUSTED
 QT0327* NAD 83(2011) ELLIP HT-   863.267 (meters)        (06/27/12)   ADJUSTED
 QT0327* NAD 83(2011) EPOCH   -  2010.00
 QT0327* NAVD 88 ORTHO HEIGHT -   879.256 (meters)     2884.69  (feet) ADJUSTED
 QT0327  ______________________________________________________________________
 QT0327  GEOID HEIGHT    -        -15.992 (meters)                     GEOID18
 QT0327  NAD 83(2011) X  - -1,047,922.100 (meters)                     COMP
 QT0327  NAD 83(2011) Y  - -4,349,448.289 (meters)                     COMP
 QT0327  NAD 83(2011) Z  -  4,531,821.961 (meters)                     COMP
 QT0327  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 QT0327  DYNAMIC HEIGHT  -        879.116 (meters)     2884.23  (feet) COMP
 QT0327  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 QT0327
 QT0327  VERT ORDER      -  FIRST     CLASS II
 QT0327
 QT0327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QT0327  Standards:
 QT0327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QT0327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QT0327  -------------------------------------------------------------------
 QT0327  NETWORK    0.56   1.12           0.26   0.18   0.57     -0.05147859
 QT0327  -------------------------------------------------------------------
 QT0327  Click here for local accuracies and other accuracy information.
 QT0327
 QT0327.The horizontal coordinates were established by GPS observations
 QT0327.and adjusted by the National Geodetic Survey in June 2012.
 QT0327
 QT0327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QT0327.been affixed to the stable North American tectonic plate. See 
 QT0327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QT0327
 QT0327.The horizontal coordinates are valid at the epoch date displayed above
 QT0327.which is a decimal equivalence of Year/Month/Day.
 QT0327
 QT0327.The orthometric height was determined by differential leveling and
 QT0327.adjusted by the NATIONAL GEODETIC SURVEY
 QT0327.in April 2000.
 QT0327
 QT0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0327.GEOID18 height accuracy estimate available here.
 QT0327
 QT0327.Click photographs - Photos may exist for this station.
 QT0327
 QT0327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0327
 QT0327.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0327
 QT0327.The ellipsoidal height was determined by GPS observations
 QT0327.and is referenced to NAD 83.
 QT0327
 QT0327.The dynamic height is computed by dividing the NAVD 88
 QT0327.geopotential number by the normal gravity value computed on the
 QT0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0327.degrees latitude (g = 980.6199 gals.).
 QT0327
 QT0327.The modeled gravity was interpolated from observed gravity values.
 QT0327
 QT0327. The following values were computed from the NAD 83(2011) position.
 QT0327
 QT0327;                    North         East     Units Scale Factor Converg.
 QT0327;SPC SD N     -   198,031.964   323,227.051   MT  0.99997866   -2 30 35.3
 QT0327;SPC SD N     -   649,709.87  1,060,454.08   sFT  0.99997866   -2 30 35.3
 QT0327;UTM  13      - 5,046,282.758   613,456.256   MT  0.99975826   +1 02 17.2
 QT0327
 QT0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0327!SPC SD N     -   0.99986468  x   0.99997866  =   0.99984334
 QT0327!UTM  13      -   0.99986468  x   0.99975826  =   0.99962297
 QT0327
 QT0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1345646282(NAD 83)
 QT0327
 QT0327                          SUPERSEDED SURVEY CONTROL
 QT0327
 QT0327  NAD 83(2007)-  45 33 38.99972(N)    103 32 46.40833(W) AD(2002.00) 0
 QT0327  ELLIP H (02/10/07)  863.310  (m)                       GP(2002.00)    
 QT0327  ELLIP H (06/23/03)  863.311  (m)                       GP(       ) 3 1
 QT0327  NAD 83(1996)-  45 33 38.99909(N)    103 32 46.40751(W) AD(       ) B
 QT0327  ELLIP H (04/18/97)  863.366  (m)                       GP(       ) 4 1
 QT0327  NAVD 88             879.26   (m)         2884.7    (f) LEVELING    3  
 QT0327  NAVD 88             879.25   (m)         2884.7    (f) LEVELING    3  
 QT0327  NAVD 88 (06/15/91)  879.245  (m)         2884.66   (f) SUPERSEDED  1 2
 QT0327  NGVD 29 (??/??/92)  878.760  (m)         2883.07   (f) ADJ UNCH    1 2
 QT0327
 QT0327.Superseded values are not recommended for survey control.
 QT0327
 QT0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0327.See file dsdata.pdf to determine how the superseded data were derived.
 QT0327
 QT0327_MARKER: DB = BENCH MARK DISK
 QT0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0327_STAMPING: A 32 1934
 QT0327_MARK LOGO: CGS
 QT0327_PROJECTION: FLUSH
 QT0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0327+STABILITY: SURFACE MOTION
 QT0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0327+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 QT0327
 QT0327  HISTORY     - Date     Condition        Report By
 QT0327  HISTORY     - 1934     MONUMENTED       CGS
 QT0327  HISTORY     - 19960523 GOOD             NGS
 QT0327  HISTORY     - 19980928 GOOD             NGS
 QT0327  HISTORY     - 20020514 GOOD             SDDT
 QT0327  HISTORY     - 20200507 GOOD             SDDT
 QT0327
 QT0327                          STATION DESCRIPTION
 QT0327
 QT0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0327'1.2 MI S FROM BUFFALO.
 QT0327'1.9 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 QT0327'AT BUFFALO, HARDING COUNTY, ABOUT 1.0 MILE SOUTH OF THE BRIDGE
 QT0327'OVER GRAND RIVER, ABOUT 70 YARDS NORTHWEST OF THE JUNCTION OF
 QT0327'STATE HIGHWAY 8, AND 97 FEET WEST OF THE CENTER LINE OF THE
 QT0327'HIGHWAY.  A STANDARD DISK, STAMPED A 32 1934 AND SET IN THE TOP
 QT0327'OF A CONCRETE POST.
 QT0327
 QT0327                          STATION RECOVERY (1996)
 QT0327
 QT0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QT0327'THE STATION IS LOCATED ABOUT 24.0 MI (38.6 KM) WEST OF REVA, 21.0 MI
 QT0327'(33.8 KM) NORTH OF REDIG, AND 1.0 MI (1.6 KM) SOUTH OF BUFFALO, ON
 QT0327'U.S. HIGHWAY 85.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 QT0327'STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 20,
 QT0327'ABOUT 1.0 MI (1.6 KM) SOUTH OF BUFFALO, GO NORTH ON U.S. HIGHWAY 85
 QT0327'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 QT0327'LOCATED 141.7 FT (43.2 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 96.4
 QT0327'FT (29.4 M) WEST OF THE HIGHWAY CENTERLINE, 3.6 FT (1.1 M) EAST OF A
 QT0327'FENCE, AND 1.4 FT (0.4 M) SOUTH OF A WITNESS POST.
 QT0327
 QT0327                          STATION RECOVERY (1998)
 QT0327
 QT0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0327'2.3 KM (1.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0327'STATE HIGHWAY 20 IN BUFFALO, 288.0 M (944.9 FT) SOUTH OF MILEPOST 125,
 QT0327'42.8 M (140.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 29.8 M
 QT0327'(97.8 FT) WEST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) EAST OF A
 QT0327'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 QT0327'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 QT0327'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 QT0327'ON HIGHWAY RIGHT-OF-WAY.  THE MONUMENT IS A FEDERAL BASE NETWORK
 QT0327'CONTROL STATION.
 QT0327
 QT0327                          STATION RECOVERY (2002)
 QT0327
 QT0327'RECOVERY NOTE BY SD DEPT OF TRANSP 2002
 QT0327'RECOVERED AS DESCRIBED
 QT0327'
 QT0327
 QT0327                          STATION RECOVERY (2020)
 QT0327
 QT0327'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 QT0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1572 ***********************************************************************
 NM1572  DESIGNATION -  A 320 RESET
 NM1572  PID         -  NM1572
 NM1572  STATE/COUNTY-  SD/YANKTON
 NM1572  COUNTRY     -  US
 NM1572  USGS QUAD   -  TABOR NE (2017)
 NM1572
 NM1572                         *CURRENT SURVEY CONTROL
 NM1572  ______________________________________________________________________
 NM1572* NAD 83(1986) POSITION- 42 54 29.     (N) 097 36 53.     (W)   SCALED
 NM1572* NAVD 88 ORTHO HEIGHT -   476.914 (meters)     1564.68  (feet) ADJUSTED
 NM1572  ______________________________________________________________________
 NM1572  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 NM1572  DYNAMIC HEIGHT  -        476.765 (meters)     1564.19  (feet) COMP
 NM1572  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 NM1572
 NM1572  VERT ORDER      -  FIRST     CLASS II
 NM1572
 NM1572.The horizontal coordinates were scaled from a map and have
 NM1572.an estimated accuracy of +/- 6 seconds.
 NM1572
 NM1572.The orthometric height was determined by differential leveling and
 NM1572.adjusted by the NATIONAL GEODETIC SURVEY
 NM1572.in June 1994.
 NM1572
 NM1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1572.GEOID18 height accuracy estimate available here.
 NM1572
 NM1572.Click photographs - Photos may exist for this station.
 NM1572
 NM1572.The dynamic height is computed by dividing the NAVD 88
 NM1572.geopotential number by the normal gravity value computed on the
 NM1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1572.degrees latitude (g = 980.6199 gals.).
 NM1572
 NM1572.The modeled gravity was interpolated from observed gravity values.
 NM1572
 NM1572;                    North         East    Units  Estimated Accuracy
 NM1572;SPC SD S     -    67,480.      821,970.      MT  (+/- 180 meters Scaled)
 NM1572
 NM1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN130515(NAD 83)
 NM1572
 NM1572                          SUPERSEDED SURVEY CONTROL
 NM1572
 NM1572  NGVD 29 (04/17/07)  476.69   (m)         1563.9    (f) RESET       3  
 NM1572
 NM1572.Superseded values are not recommended for survey control.
 NM1572
 NM1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1572.See file dsdata.pdf to determine how the superseded data were derived.
 NM1572
 NM1572_MARKER: DV = VERTICAL CONTROL DISK
 NM1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1572_STAMPING: A 320 RESET 1979
 NM1572_MARK LOGO: NGS
 NM1572_PROJECTION: FLUSH
 NM1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1572+STABILITY: SURFACE MOTION
 NM1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1572+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM1572
 NM1572  HISTORY     - Date     Condition        Report By
 NM1572  HISTORY     - 1979     MONUMENTED       NGS
 NM1572  HISTORY     - 19930919 GOOD             NGS
 NM1572  HISTORY     - 20120319 GOOD             INDIV
 NM1572
 NM1572                          STATION DESCRIPTION
 NM1572
 NM1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NM1572'12.4 MI WEST FROM YANKTON.
 NM1572'THE MARK IS ABOVE LEVEL WITH ROAD.
 NM1572'12.4 MILES WESTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1572'IN YANKTON, 107.0 FEET NORTH OF CENTER OF STATE HIGHWAY 50, AND
 NM1572'36.0 FEET EAST OF CENTER OF GRAVEL ROAD.
 NM1572'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 NM1572
 NM1572                          STATION RECOVERY (1993)
 NM1572
 NM1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1572'18.0 KM (11.20 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM1572'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 33.0 M (108.3 FT) NORTH OF
 NM1572'THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) EAST OF THE CENTER OF A
 NM1572'GRAVELED ROAD, 10.0 M (32.8 FT) NORTH OF A FENCE CORNER, 1.0 M (3.3
 NM1572'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 NM1572'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 NM1572'GROUND SURFACE.
 NM1572
 NM1572                          STATION RECOVERY (2012)
 NM1572
 NM1572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0126 ***********************************************************************
 OS0126  DESIGNATION -  A 321
 OS0126  PID         -  OS0126
 OS0126  STATE/COUNTY-  SD/TODD
 OS0126  COUNTRY     -  US
 OS0126  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0126
 OS0126                         *CURRENT SURVEY CONTROL
 OS0126  ______________________________________________________________________
 OS0126* NAD 83(1986) POSITION- 43 06 13.     (N) 100 15 27.     (W)   SCALED
 OS0126* NAVD 88 ORTHO HEIGHT -   753.391 (meters)     2471.75  (feet) ADJUSTED
 OS0126  ______________________________________________________________________
 OS0126  GEOID HEIGHT    -        -23.467 (meters)                     GEOID18
 OS0126  DYNAMIC HEIGHT  -        753.097 (meters)     2470.79  (feet) COMP
 OS0126  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 OS0126
 OS0126  VERT ORDER      -  SECOND    CLASS 0
 OS0126
 OS0126.The horizontal coordinates were scaled from a map and have
 OS0126.an estimated accuracy of +/- 6 seconds.
 OS0126
 OS0126.The orthometric height was determined by differential leveling and
 OS0126.adjusted by the NATIONAL GEODETIC SURVEY
 OS0126.in June 1991.
 OS0126
 OS0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0126.GEOID18 height accuracy estimate available here.
 OS0126
 OS0126.Click photographs - Photos may exist for this station.
 OS0126
 OS0126.The dynamic height is computed by dividing the NAVD 88
 OS0126.geopotential number by the normal gravity value computed on the
 OS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0126.degrees latitude (g = 980.6199 gals.).
 OS0126
 OS0126.The modeled gravity was interpolated from observed gravity values.
 OS0126
 OS0126;                    North         East    Units  Estimated Accuracy
 OS0126;SPC SD S     -    85,570.      606,170.      MT  (+/- 180 meters Scaled)
 OS0126
 OS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN976730(NAD 83)
 OS0126
 OS0126                          SUPERSEDED SURVEY CONTROL
 OS0126
 OS0126  NGVD 29 (??/??/92)  753.059  (m)         2470.66   (f) ADJ UNCH    2 0
 OS0126
 OS0126.Superseded values are not recommended for survey control.
 OS0126
 OS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0126.See file dsdata.pdf to determine how the superseded data were derived.
 OS0126
 OS0126_MARKER: DB = BENCH MARK DISK
 OS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0126_STAMPING: A 321 1946
 OS0126_MARK LOGO: CGS
 OS0126_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0126+STABILITY: SURFACE MOTION
 OS0126
 OS0126  HISTORY     - Date     Condition        Report By
 OS0126  HISTORY     - 1946     MONUMENTED       CGS
 OS0126  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0126
 OS0126                          STATION DESCRIPTION
 OS0126
 OS0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0126'6.6 MI W FROM KEYAPAHA.
 OS0126'ABOUT 6.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0126'OFFICE AT KEYAPAHA, AND AT THE INTERSECTION WITH A NORTH-SOUTH
 OS0126'DIRT ROAD, 45 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 OS0126'OF THE EAST-WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF THE
 OS0126'NORTH-SOUTH ROAD, 13 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER.
 OS0126'A BRONZE DISC STAMPED A 321 1946 AND SET IN THE TOP OF A CONCRETE
 OS0126'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 OS0126
 OS0126                          STATION RECOVERY (1977)
 OS0126
 OS0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0088 ***********************************************************************
 OS0088  DESIGNATION -  A 322
 OS0088  PID         -  OS0088
 OS0088  STATE/COUNTY-  SD/TRIPP
 OS0088  COUNTRY     -  US
 OS0088  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0088
 OS0088                         *CURRENT SURVEY CONTROL
 OS0088  ______________________________________________________________________
 OS0088* NAD 83(1986) POSITION- 43 14 30.     (N) 100 09 58.     (W)   SCALED
 OS0088* NAVD 88 ORTHO HEIGHT -   743.472 (meters)     2439.21  (feet) ADJUSTED
 OS0088  ______________________________________________________________________
 OS0088  GEOID HEIGHT    -        -24.184 (meters)                     GEOID18
 OS0088  DYNAMIC HEIGHT  -        743.191 (meters)     2438.29  (feet) COMP
 OS0088  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 OS0088
 OS0088  VERT ORDER      -  SECOND    CLASS 0
 OS0088
 OS0088.The horizontal coordinates were scaled from a map and have
 OS0088.an estimated accuracy of +/- 6 seconds.
 OS0088
 OS0088.The orthometric height was determined by differential leveling and
 OS0088.adjusted by the NATIONAL GEODETIC SURVEY
 OS0088.in June 1991.
 OS0088
 OS0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0088.GEOID18 height accuracy estimate available here.
 OS0088
 OS0088.Click photographs - Photos may exist for this station.
 OS0088
 OS0088.The dynamic height is computed by dividing the NAVD 88
 OS0088.geopotential number by the normal gravity value computed on the
 OS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0088.degrees latitude (g = 980.6199 gals.).
 OS0088
 OS0088.The modeled gravity was interpolated from observed gravity values.
 OS0088
 OS0088;                    North         East    Units  Estimated Accuracy
 OS0088;SPC SD S     -   100,920.      613,580.      MT  (+/- 180 meters Scaled)
 OS0088
 OS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN053883(NAD 83)
 OS0088
 OS0088                          SUPERSEDED SURVEY CONTROL
 OS0088
 OS0088  NGVD 29 (??/??/92)  743.120  (m)         2438.05   (f) ADJ UNCH    2 0
 OS0088
 OS0088.Superseded values are not recommended for survey control.
 OS0088
 OS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0088.See file dsdata.pdf to determine how the superseded data were derived.
 OS0088
 OS0088_MARKER: DB = BENCH MARK DISK
 OS0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0088_STAMPING: A 322 1946
 OS0088_MARK LOGO: CGS
 OS0088_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0088+STABILITY: SURFACE MOTION
 OS0088
 OS0088  HISTORY     - Date     Condition        Report By
 OS0088  HISTORY     - 1946     MONUMENTED       CGS
 OS0088
 OS0088                          STATION DESCRIPTION
 OS0088
 OS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0088'10.5 MI NW FROM KEYAPAHA.
 OS0088'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0088'KEYAPAHA, THENCE 9.0 MILES NORTH ALONG A DIRT ROAD, AND AT THE
 OS0088'JUNCTION WITH A ROAD LEADING WEST, 61 FEET EAST OF AND ABOUT 3
 OS0088'FEET LOWER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET
 OS0088'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD EXTENDED, 30 FEET
 OS0088'EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF AN EAST-WEST
 OS0088'FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4
 OS0088'INCHES ABOVE THE GROUND.  STAMPED A 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0117 ***********************************************************************
 OS0117  DESIGNATION -  A 323
 OS0117  PID         -  OS0117
 OS0117  STATE/COUNTY-  SD/TRIPP
 OS0117  COUNTRY     -  US
 OS0117  USGS QUAD   -  KEYAPAHA SE (2017)
 OS0117
 OS0117                         *CURRENT SURVEY CONTROL
 OS0117  ______________________________________________________________________
 OS0117* NAD 83(1986) POSITION- 43 03 12.     (N) 100 01 41.     (W)   SCALED
 OS0117* NAVD 88 ORTHO HEIGHT -   712.823 (meters)     2338.65  (feet) ADJUSTED
 OS0117  ______________________________________________________________________
 OS0117  GEOID HEIGHT    -        -23.790 (meters)                     GEOID18
 OS0117  DYNAMIC HEIGHT  -        712.547 (meters)     2337.75  (feet) COMP
 OS0117  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 OS0117
 OS0117  VERT ORDER      -  SECOND    CLASS 0
 OS0117
 OS0117.The horizontal coordinates were scaled from a map and have
 OS0117.an estimated accuracy of +/- 6 seconds.
 OS0117
 OS0117.The orthometric height was determined by differential leveling and
 OS0117.adjusted by the NATIONAL GEODETIC SURVEY
 OS0117.in June 1991.
 OS0117
 OS0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0117.GEOID18 height accuracy estimate available here.
 OS0117
 OS0117.Click photographs - Photos may exist for this station.
 OS0117
 OS0117.The dynamic height is computed by dividing the NAVD 88
 OS0117.geopotential number by the normal gravity value computed on the
 OS0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0117.degrees latitude (g = 980.6199 gals.).
 OS0117
 OS0117.The modeled gravity was interpolated from observed gravity values.
 OS0117
 OS0117;                    North         East    Units  Estimated Accuracy
 OS0117;SPC SD S     -    80,030.      624,870.      MT  (+/- 180 meters Scaled)
 OS0117
 OS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN162672(NAD 83)
 OS0117
 OS0117                          SUPERSEDED SURVEY CONTROL
 OS0117
 OS0117  NGVD 29 (??/??/92)  712.500  (m)         2337.59   (f) ADJ UNCH    2 0
 OS0117
 OS0117.Superseded values are not recommended for survey control.
 OS0117
 OS0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0117.See file dsdata.pdf to determine how the superseded data were derived.
 OS0117
 OS0117_MARKER: DB = BENCH MARK DISK
 OS0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0117_STAMPING: A 323 1946
 OS0117_MARK LOGO: CGS
 OS0117_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0117+STABILITY: SURFACE MOTION
 OS0117
 OS0117  HISTORY     - Date     Condition        Report By
 OS0117  HISTORY     - 1946     MONUMENTED       CGS
 OS0117  HISTORY     - 1962     GOOD             CGS
 OS0117
 OS0117                          STATION DESCRIPTION
 OS0117
 OS0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0117'9.5 MI SE FROM KEYAPAHA.
 OS0117'ABOUT 1.5 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0117'KEYAPAHA, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 4.0
 OS0117'MILES EAST ALONG A DIRT ROAD, AND AT A ROAD INTERSECTION, 44
 OS0117'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0117'EAST-WEST ROAD, 38 FEET WEST OF THE CENTER LINE OF THE
 OS0117'NORTH-SOUTH ROAD, 2 FEET WEST OF A TELEPHONE POLE, 1 FOOT EAST
 OS0117'OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE
 OS0117'GROUND.  STAMPED A 323 1946.  NOTE-- MARK IS LEANING ABOUT
 OS0117'2 1/2 FEET OUT OF THE GROUND AND LEANING.
 OS0117
 OS0117                          STATION RECOVERY (1962)
 OS0117
 OS0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0827 ***********************************************************************
 NM0827  DESIGNATION -  A 324
 NM0827  PID         -  NM0827
 NM0827  STATE/COUNTY-  SD/UNION
 NM0827  COUNTRY     -  US
 NM0827  USGS QUAD   -  ELK POINT (2017)
 NM0827
 NM0827                         *CURRENT SURVEY CONTROL
 NM0827  ______________________________________________________________________
 NM0827* NAD 83(1986) POSITION- 42 42 35.     (N) 096 38 02.     (W)   SCALED
 NM0827* NAVD 88 ORTHO HEIGHT -   339.751 (meters)     1114.67  (feet) ADJUSTED
 NM0827  ______________________________________________________________________
 NM0827  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 NM0827  DYNAMIC HEIGHT  -        339.653 (meters)     1114.34  (feet) COMP
 NM0827  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 NM0827
 NM0827  VERT ORDER      -  FIRST     CLASS II
 NM0827
 NM0827.The horizontal coordinates were scaled from a map and have
 NM0827.an estimated accuracy of +/- 6 seconds.
 NM0827
 NM0827.The orthometric height was determined by differential leveling and
 NM0827.adjusted by the NATIONAL GEODETIC SURVEY
 NM0827.in June 1991.
 NM0827
 NM0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0827.GEOID18 height accuracy estimate available here.
 NM0827
 NM0827.Click photographs - Photos may exist for this station.
 NM0827
 NM0827.The dynamic height is computed by dividing the NAVD 88
 NM0827.geopotential number by the normal gravity value computed on the
 NM0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0827.degrees latitude (g = 980.6199 gals.).
 NM0827
 NM0827.The modeled gravity was interpolated from observed gravity values.
 NM0827
 NM0827;                    North         East    Units  Estimated Accuracy
 NM0827;SPC SD S     -    48,560.      902,980.      MT  (+/- 180 meters Scaled)
 NM0827
 NM0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN937312(NAD 83)
 NM0827
 NM0827                          SUPERSEDED SURVEY CONTROL
 NM0827
 NM0827  NGVD 29 (??/??/92)  339.571  (m)         1114.08   (f) ADJ UNCH    1 2
 NM0827
 NM0827.Superseded values are not recommended for survey control.
 NM0827
 NM0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0827.See file dsdata.pdf to determine how the superseded data were derived.
 NM0827
 NM0827_MARKER: DB = BENCH MARK DISK
 NM0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0827_STAMPING: A 324 1948
 NM0827_MARK LOGO: CGS
 NM0827_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0827+STABILITY: SURFACE MOTION
 NM0827
 NM0827  HISTORY     - Date     Condition        Report By
 NM0827  HISTORY     - 1948     MONUMENTED       CGS
 NM0827  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0827
 NM0827                          STATION DESCRIPTION
 NM0827
 NM0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0827'3 MI NE FROM ELK POINT.
 NM0827'3.0 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0827'PACIFIC RAILROAD FROM THE SOUTH WYE SWITCH STATION BUILDING AT
 NM0827'ELK POINT, 0.7 MILE SOUTHWEST OF THE STEEL BRIDGE OVER THE BIG
 NM0827'SIOUX RIVER, 122.2 FEET SOUTH OF MILEPOST NO. 3, 46.0 FEET
 NM0827'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 1.8 FEET NORTHWEST
 NM0827'OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 12.0 FEET NORTHWEST OF THE
 NM0827'CENTER LINE OF A FIELD ROAD, 2.0 FEET NORTHEAST OF A REFERENCE
 NM0827'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM0827'ABOVE THE GROUND.
 NM0827
 NM0827                          STATION RECOVERY (2012)
 NM0827
 NM0827'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0827'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0779 ***********************************************************************
 NM0779  DESIGNATION -  A 325
 NM0779  PID         -  NM0779
 NM0779  STATE/COUNTY-  SD/UNION
 NM0779  COUNTRY     -  US
 NM0779  USGS QUAD   -  PONCA (2017)
 NM0779
 NM0779                         *CURRENT SURVEY CONTROL
 NM0779  ______________________________________________________________________
 NM0779* NAD 83(1986) POSITION- 42 36 18.     (N) 096 41 17.     (W)   SCALED
 NM0779* NAVD 88 ORTHO HEIGHT -   342.985 (meters)     1125.28  (feet) ADJUSTED
 NM0779  ______________________________________________________________________
 NM0779  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 NM0779  DYNAMIC HEIGHT  -        342.880 (meters)     1124.93  (feet) COMP
 NM0779  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 NM0779
 NM0779  VERT ORDER      -  SECOND    CLASS 0
 NM0779
 NM0779.The horizontal coordinates were scaled from a map and have
 NM0779.an estimated accuracy of +/- 6 seconds.
 NM0779
 NM0779.The orthometric height was determined by differential leveling and
 NM0779.adjusted by the NATIONAL GEODETIC SURVEY
 NM0779.in June 1991.
 NM0779
 NM0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0779.GEOID18 height accuracy estimate available here.
 NM0779
 NM0779.Click photographs - Photos may exist for this station.
 NM0779
 NM0779.The dynamic height is computed by dividing the NAVD 88
 NM0779.geopotential number by the normal gravity value computed on the
 NM0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0779.degrees latitude (g = 980.6199 gals.).
 NM0779
 NM0779.The modeled gravity was interpolated from observed gravity values.
 NM0779
 NM0779;                    North         East    Units  Estimated Accuracy
 NM0779;SPC SD S     -    36,740.      899,060.      MT  (+/- 180 meters Scaled)
 NM0779
 NM0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN896195(NAD 83)
 NM0779
 NM0779                          SUPERSEDED SURVEY CONTROL
 NM0779
 NM0779  NGVD 29 (??/??/92)  342.809  (m)         1124.70   (f) ADJ UNCH    2 0
 NM0779
 NM0779.Superseded values are not recommended for survey control.
 NM0779
 NM0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0779.See file dsdata.pdf to determine how the superseded data were derived.
 NM0779
 NM0779_MARKER: DB = BENCH MARK DISK
 NM0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0779_STAMPING: A 325 1948
 NM0779_MARK LOGO: CGS
 NM0779_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0779+STABILITY: SURFACE MOTION
 NM0779
 NM0779  HISTORY     - Date     Condition        Report By
 NM0779  HISTORY     - 1948     MONUMENTED       CGS
 NM0779
 NM0779                          STATION DESCRIPTION
 NM0779
 NM0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0779'6.5 MI W FROM JEFFERSON.
 NM0779'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0779'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0779'WEST ALONG A PAVED ROAD, THENCE 4.2 MILES WEST ALONG A GRAVEL ROAD,
 NM0779'IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, AT THE NORTHEAST
 NM0779'CORNER OF A FARMHOUSE YARD, 45.0 FEET SOUTH OF THE CENTER LINE OF
 NM0779'THE EAST-WEST ROAD, 38.0 FEET WEST OF THE CENTER LINE OF THE
 NM0779'NORTH-SOUTH ROAD, 5.2 FEET SOUTH-SOUTHEAST OF A CORNER FENCE POST,
 NM0779'2.8 FEET EAST OF A FENCE, 1.3 FEET NORTH OF A REFERENCE POST, SET
 NM0779'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0144 ***********************************************************************
 OQ0144  DESIGNATION -  A 326
 OQ0144  PID         -  OQ0144
 OQ0144  STATE/COUNTY-  SD/UNION
 OQ0144  COUNTRY     -  US
 OQ0144  USGS QUAD   -  HAWARDEN NORTH (2018)
 OQ0144
 OQ0144                         *CURRENT SURVEY CONTROL
 OQ0144  ______________________________________________________________________
 OQ0144* NAD 83(1986) POSITION- 43 03 53.     (N) 096 29 21.     (W)   SCALED
 OQ0144* NAVD 88 ORTHO HEIGHT -   362.932 (meters)     1190.72  (feet) ADJUSTED
 OQ0144  ______________________________________________________________________
 OQ0144  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 OQ0144  DYNAMIC HEIGHT  -        362.831 (meters)     1190.39  (feet) COMP
 OQ0144  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 OQ0144
 OQ0144  VERT ORDER      -  FIRST     CLASS II
 OQ0144
 OQ0144.The horizontal coordinates were scaled from a map and have
 OQ0144.an estimated accuracy of +/- 6 seconds.
 OQ0144
 OQ0144.The orthometric height was determined by differential leveling and
 OQ0144.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0144.in June 1991.
 OQ0144
 OQ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0144.GEOID18 height accuracy estimate available here.
 OQ0144
 OQ0144.Click photographs - Photos may exist for this station.
 OQ0144
 OQ0144.The dynamic height is computed by dividing the NAVD 88
 OQ0144.geopotential number by the normal gravity value computed on the
 OQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0144.degrees latitude (g = 980.6199 gals.).
 OQ0144
 OQ0144.The modeled gravity was interpolated from observed gravity values.
 OQ0144
 OQ0144;                    North         East    Units  Estimated Accuracy
 OQ0144;SPC SD S     -    88,500.      913,000.      MT  (+/- 180 meters Scaled)
 OQ0144
 OQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN044710(NAD 83)
 OQ0144
 OQ0144                          SUPERSEDED SURVEY CONTROL
 OQ0144
 OQ0144  NGVD 29 (??/??/92)  362.716  (m)         1190.01   (f) ADJ UNCH    1 2
 OQ0144
 OQ0144.Superseded values are not recommended for survey control.
 OQ0144
 OQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0144.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0144
 OQ0144_MARKER: DB = BENCH MARK DISK
 OQ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0144_STAMPING: A 326 1949
 OQ0144_MARK LOGO: CGS
 OQ0144_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0144+STABILITY: SURFACE MOTION
 OQ0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0144+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 OQ0144
 OQ0144  HISTORY     - Date     Condition        Report By
 OQ0144  HISTORY     - 1949     MONUMENTED       CGS
 OQ0144  HISTORY     - 20120330 GOOD             INDIV
 OQ0144
 OQ0144                          STATION DESCRIPTION
 OQ0144
 OQ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0144'4.9 MI N FROM HAWARDEN.
 OQ0144'4.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0144'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HAWARDEN, 3 POLES
 OQ0144'SOUTH OF MILE POST 30, 130.0 FEET SOUTH OF THE CENTER OF A WOODEN
 OQ0144'GATE, 124.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 46,
 OQ0144'46.0 FEET EAST OF THE EAST RAIL, 1.0 FOOT WEST OF THE
 OQ0144'RIGHT-OF-WAY FENCE, 1.4 FEET NORTH OF A REFERENCE POST, AND SET
 OQ0144'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OQ0144'GROUND.  1.1 MILES SOUTH OF BENCH MARK C 326 WHICH IS DESCRIBED
 OQ0144'FROM HUDSON, SOUTH DAKOTA.
 OQ0144
 OQ0144                          STATION RECOVERY (2012)
 OQ0144
 OQ0144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0175 ***********************************************************************
 OQ0175  DESIGNATION -  A 327
 OQ0175  PID         -  OQ0175
 OQ0175  STATE/COUNTY-  SD/LINCOLN
 OQ0175  COUNTRY     -  US
 OQ0175  USGS QUAD   -  CANTON (2017)
 OQ0175
 OQ0175                         *CURRENT SURVEY CONTROL
 OQ0175  ______________________________________________________________________
 OQ0175* NAD 83(1986) POSITION- 43 17 57.     (N) 096 34 44.     (W)   SCALED
 OQ0175* NAVD 88 ORTHO HEIGHT -   377.970 (meters)     1240.06  (feet) ADJUSTED
 OQ0175  ______________________________________________________________________
 OQ0175  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 OQ0175  DYNAMIC HEIGHT  -        377.868 (meters)     1239.72  (feet) COMP
 OQ0175  MODELED GRAVITY -    980,339.1   (mgal)                       NAVD 88
 OQ0175
 OQ0175  VERT ORDER      -  FIRST     CLASS II
 OQ0175
 OQ0175.The horizontal coordinates were scaled from a map and have
 OQ0175.an estimated accuracy of +/- 6 seconds.
 OQ0175
 OQ0175.The orthometric height was determined by differential leveling and
 OQ0175.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0175.in June 1991.
 OQ0175
 OQ0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0175.GEOID18 height accuracy estimate available here.
 OQ0175
 OQ0175.Click photographs - Photos may exist for this station.
 OQ0175
 OQ0175.The dynamic height is computed by dividing the NAVD 88
 OQ0175.geopotential number by the normal gravity value computed on the
 OQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0175.degrees latitude (g = 980.6199 gals.).
 OQ0175
 OQ0175.The modeled gravity was interpolated from observed gravity values.
 OQ0175
 OQ0175;                    North         East    Units  Estimated Accuracy
 OQ0175;SPC SD S     -   114,180.      904,520.      MT  (+/- 180 meters Scaled)
 OQ0175
 OQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN963968(NAD 83)
 OQ0175
 OQ0175                          SUPERSEDED SURVEY CONTROL
 OQ0175
 OQ0175  NGVD 29 (??/??/92)  377.734  (m)         1239.28   (f) ADJ UNCH    1 2
 OQ0175
 OQ0175.Superseded values are not recommended for survey control.
 OQ0175
 OQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0175.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0175
 OQ0175_MARKER: DB = BENCH MARK DISK
 OQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0175_STAMPING: A 327 1949
 OQ0175_MARK LOGO: CGS
 OQ0175_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0175+STABILITY: SURFACE MOTION
 OQ0175
 OQ0175  HISTORY     - Date     Condition        Report By
 OQ0175  HISTORY     - 1949     MONUMENTED       CGS
 OQ0175  HISTORY     - 1970     GOOD             LOCSUR
 OQ0175  HISTORY     - 20110321 MARK NOT FOUND   INDIV
 OQ0175
 OQ0175                          STATION DESCRIPTION
 OQ0175
 OQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0175'0.5 MI E FROM CANTON.
 OQ0175'0.5 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0175'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CANTON, 137.0
 OQ0175'FEET WEST OF THE WEST END OF BRIDGE T-648 OVER THE BIG SIOUX
 OQ0175'RIVER, 34.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 9.3 FEET
 OQ0175'NORTHWEST OF A POLE, 1.5 FEET NORTHWEST OF A REFERENCE POST,
 OQ0175'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OQ0175'ABOVE THE GROUND.
 OQ0175
 OQ0175                          STATION RECOVERY (1970)
 OQ0175
 OQ0175'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 OQ0175'RECOVERED IN GOOD CONDITION.
 OQ0175
 OQ0175                          STATION RECOVERY (2011)
 OQ0175
 OQ0175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0267 ***********************************************************************
 PR0267  DESIGNATION -  A 329
 PR0267  PID         -  PR0267
 PR0267  STATE/COUNTY-  SD/BROOKINGS
 PR0267  COUNTRY     -  US
 PR0267  USGS QUAD   -  BROOKINGS (2017)
 PR0267
 PR0267                         *CURRENT SURVEY CONTROL
 PR0267  ______________________________________________________________________
 PR0267* NAD 83(1986) POSITION- 44 16 04.     (N) 096 47 55.     (W)   SCALED
 PR0267* NAVD 88 ORTHO HEIGHT -   490.650 (meters)     1609.74  (feet) ADJUSTED
 PR0267  ______________________________________________________________________
 PR0267  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 PR0267  DYNAMIC HEIGHT  -        490.555 (meters)     1609.43  (feet) COMP
 PR0267  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 PR0267
 PR0267  VERT ORDER      -  SECOND    CLASS 0
 PR0267
 PR0267.The horizontal coordinates were scaled from a map and have
 PR0267.an estimated accuracy of +/- 6 seconds.
 PR0267
 PR0267.The orthometric height was determined by differential leveling and
 PR0267.adjusted by the NATIONAL GEODETIC SURVEY
 PR0267.in June 1991.
 PR0267
 PR0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0267.GEOID18 height accuracy estimate available here.
 PR0267
 PR0267.Click photographs - Photos may exist for this station.
 PR0267
 PR0267.The dynamic height is computed by dividing the NAVD 88
 PR0267.geopotential number by the normal gravity value computed on the
 PR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0267.degrees latitude (g = 980.6199 gals.).
 PR0267
 PR0267.The modeled gravity was interpolated from observed gravity values.
 PR0267
 PR0267;                    North         East    Units  Estimated Accuracy
 PR0267;SPC SD N     -    53,330.      855,560.      MT  (+/- 180 meters Scaled)
 PR0267
 PR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ756039(NAD 83)
 PR0267
 PR0267                          SUPERSEDED SURVEY CONTROL
 PR0267
 PR0267  NGVD 29 (??/??/92)  490.393  (m)         1608.90   (f) ADJ UNCH    2 0
 PR0267
 PR0267.Superseded values are not recommended for survey control.
 PR0267
 PR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0267.See file dsdata.pdf to determine how the superseded data were derived.
 PR0267
 PR0267_MARKER: DB = BENCH MARK DISK
 PR0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0267_STAMPING: A 329 1949
 PR0267_MARK LOGO: CGS
 PR0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0267+STABILITY: SURFACE MOTION
 PR0267
 PR0267  HISTORY     - Date     Condition        Report By
 PR0267  HISTORY     - 1949     MONUMENTED       CGS
 PR0267
 PR0267                          STATION DESCRIPTION
 PR0267
 PR0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0267'2.9 MI S FROM BROOKINGS.
 PR0267'2.9 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0267'BROOKINGS, AT A ROAD INTERSECTION, 73.0 FEET WEST OF THE
 PR0267'CENTER LINE OF THE HIGHWAY, 31.0 FEET SOUTH OF THE CENTER LINE
 PR0267'OF AN EAST-WEST ROAD, 4.5 FEET NORTH OF THE MOST NORTHERLY
 PR0267'ROW OF TREES IN A WINDBREAK, 1.8 FEET WEST OF A REFERENCE POST,
 PR0267'1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PR0267'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0688 ***********************************************************************
 PR0688  DESIGNATION -  A 330 RESET
 PR0688  PID         -  PR0688
 PR0688  STATE/COUNTY-  SD/BROOKINGS
 PR0688  COUNTRY     -  US
 PR0688  USGS QUAD   -  BRUCE (2017)
 PR0688
 PR0688                         *CURRENT SURVEY CONTROL
 PR0688  ______________________________________________________________________
 PR0688* NAD 83(1986) POSITION- 44 26 23.     (N) 096 53 38.     (W)   SCALED
 PR0688* NAVD 88 ORTHO HEIGHT -   494.24  (meters)     1621.5   (feet) RESET
 PR0688  ______________________________________________________________________
 PR0688  GEOID HEIGHT    -        -25.038 (meters)                     GEOID18
 PR0688  VERT ORDER      -  THIRD
 PR0688
 PR0688.The horizontal coordinates were scaled from a map and have
 PR0688.an estimated accuracy of +/- 6 seconds.
 PR0688
 PR0688.The orthometric height was computed from unverified reset data.
 PR0688
 PR0688.No vertical observational check was made to the station.
 PR0688
 PR0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0688.GEOID18 height accuracy estimate available here.
 PR0688
 PR0688.Click photographs - Photos may exist for this station.
 PR0688
 PR0688;                    North         East    Units  Estimated Accuracy
 PR0688;SPC SD N     -    72,130.      847,220.      MT  (+/- 180 meters Scaled)
 PR0688
 PR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ676228(NAD 83)
 PR0688
 PR0688                          SUPERSEDED SURVEY CONTROL
 PR0688
 PR0688  NGVD 29 (04/17/07)  493.98   (m)         1620.7    (f) RESET       3  
 PR0688
 PR0688.Superseded values are not recommended for survey control.
 PR0688
 PR0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0688.See file dsdata.pdf to determine how the superseded data were derived.
 PR0688
 PR0688_MARKER: DV = VERTICAL CONTROL DISK
 PR0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0688_STAMPING: A 330 RESET 1977
 PR0688_MARK LOGO: NGS
 PR0688_PROJECTION: FLUSH
 PR0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0688+STABILITY: SURFACE MOTION
 PR0688
 PR0688  HISTORY     - Date     Condition        Report By
 PR0688  HISTORY     - 1977     MONUMENTED       NGS
 PR0688
 PR0688                          STATION DESCRIPTION
 PR0688
 PR0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PR0688'IN BRUCE.
 PR0688'IN BRUCE, AT THE OLD SCHOOL GYMNASIUM, 134.0 FEET WEST OF THE CENTER
 PR0688'OF THE NORTH-SOUTH ROAD, 75.0 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 PR0688'CORNER OF THE GYMNASIUM, 19.0 FEET SOUTHEAST OF THE CENTER OF THE
 PR0688'SOUTH DOOR INTO THE BUILDING, 3.0 FEET NORTH OF THE NORTH EDGE OF
 PR0688'THE EAST-WEST SIDEWALK, AND 1.8 FEET SOUTH OF THE A FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1010 ***********************************************************************
 NM1010  DESIGNATION -  A 331
 NM1010  PID         -  NM1010
 NM1010  STATE/COUNTY-  SD/YANKTON
 NM1010  COUNTRY     -  US
 NM1010  USGS QUAD   -  YANKTON (2017)
 NM1010
 NM1010                         *CURRENT SURVEY CONTROL
 NM1010  ______________________________________________________________________
 NM1010* NAD 83(1986) POSITION- 42 54 34.77   (N) 097 22 53.67   (W)   HD_HELD1
 NM1010* NAVD 88 ORTHO HEIGHT -   386.496 (meters)     1268.03  (feet) ADJUSTED
 NM1010  ______________________________________________________________________
 NM1010  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 NM1010  DYNAMIC HEIGHT  -        386.384 (meters)     1267.66  (feet) COMP
 NM1010  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 NM1010
 NM1010  VERT ORDER      -  FIRST     CLASS II
 NM1010
 NM1010.This mark is at Chan Gurney Municipal Airport (YKN)
 NM1010
 NM1010.The horizontal coordinates were determined by differentially corrected
 NM1010.hand held GPS observations or other comparable positioning techniques
 NM1010.and have an estimated accuracy of +/- 3 meters.
 NM1010
 NM1010.The orthometric height was determined by differential leveling and
 NM1010.adjusted by the NATIONAL GEODETIC SURVEY
 NM1010.in June 1991.
 NM1010
 NM1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1010.GEOID18 height accuracy estimate available here.
 NM1010
 NM1010.Click photographs - Photos may exist for this station.
 NM1010
 NM1010.The dynamic height is computed by dividing the NAVD 88
 NM1010.geopotential number by the normal gravity value computed on the
 NM1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1010.degrees latitude (g = 980.6199 gals.).
 NM1010
 NM1010.The modeled gravity was interpolated from observed gravity values.
 NM1010
 NM1010;                    North         East    Units  Estimated Accuracy
 NM1010;SPC SD S     -    68,307.9     840,986.7     MT  (+/- 3 meters HH1 GPS) 
 NM1010
 NM1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3210952053(NAD 83)
 NM1010
 NM1010                          SUPERSEDED SURVEY CONTROL
 NM1010
 NM1010  NGVD 29 (??/??/92)  386.292  (m)         1267.36   (f) ADJ UNCH    1 2
 NM1010
 NM1010.Superseded values are not recommended for survey control.
 NM1010
 NM1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1010.See file dsdata.pdf to determine how the superseded data were derived.
 NM1010
 NM1010_MARKER: DB = BENCH MARK DISK
 NM1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1010_STAMPING: A 331 1949
 NM1010_MARK LOGO: CGS
 NM1010_PROJECTION: PROJECTING 6 CENTIMETERS
 NM1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1010+STABILITY: SURFACE MOTION
 NM1010
 NM1010  HISTORY     - Date     Condition        Report By
 NM1010  HISTORY     - 1949     MONUMENTED       CGS
 NM1010  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1010
 NM1010                          STATION DESCRIPTION
 NM1010
 NM1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1010'3 MI N FROM YANKTON.
 NM1010'1 BLOCK EAST ALONG FOURTH STREET FROM THE POST OFFICE AT YANKTON,
 NM1010'THENCE 2.05 MILES NORTH ALONG DOUGLAS AVENUE, THENCE 0.5 MILE
 NM1010'NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A
 NM1010'GRAVELED ROAD, AT THE YANKTON MUNICIPAL AIRPORT, 23 FEET SOUTHEAST
 NM1010'OF THE SOUTHEAST LEG SUPPORTING THE CONTROL TOWER, 10 FEET
 NM1010'NORTH OF THE NORTH EDGE OF THE RAMP, 1.2 FEET EAST OF THE
 NM1010'NORTHEAST CORNER OF THE NORTH HANGAR, AND SET IN THE TOP OF A
 NM1010'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM1010
 NM1010                          STATION RECOVERY (1967)
 NM1010
 NM1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0279 ***********************************************************************
 PT0279  DESIGNATION -  A 332
 PT0279  PID         -  PT0279
 PT0279  STATE/COUNTY-  SD/STANLEY
 PT0279  COUNTRY     -  US
 PT0279  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0279
 PT0279                         *CURRENT SURVEY CONTROL
 PT0279  ______________________________________________________________________
 PT0279* NAD 83(1986) POSITION- 44 26 41.08   (N) 100 35 43.30   (W)   HD_HELD1
 PT0279* NAVD 88 ORTHO HEIGHT -   578.623 (meters)     1898.37  (feet) ADJUSTED
 PT0279  ______________________________________________________________________
 PT0279  GEOID HEIGHT    -        -22.973 (meters)                     GEOID18
 PT0279  DYNAMIC HEIGHT  -        578.503 (meters)     1897.97  (feet) COMP
 PT0279  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 PT0279
 PT0279  VERT ORDER      -  FIRST     CLASS II
 PT0279
 PT0279.The horizontal coordinates were determined by differentially corrected
 PT0279.hand held GPS observations or other comparable positioning techniques
 PT0279.and have an estimated accuracy of +/- 3 meters.
 PT0279
 PT0279.The orthometric height was determined by differential leveling and
 PT0279.adjusted by the NATIONAL GEODETIC SURVEY
 PT0279.in June 1991.
 PT0279
 PT0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0279.GEOID18 height accuracy estimate available here.
 PT0279
 PT0279.Click photographs - Photos may exist for this station.
 PT0279
 PT0279.The dynamic height is computed by dividing the NAVD 88
 PT0279.geopotential number by the normal gravity value computed on the
 PT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0279.degrees latitude (g = 980.6199 gals.).
 PT0279
 PT0279.The modeled gravity was interpolated from observed gravity values.
 PT0279
 PT0279;                    North         East    Units  Estimated Accuracy
 PT0279;SPC SD S     -   234,604.6     579,141.2     MT  (+/- 3 meters HH1 GPS) 
 PT0279
 PT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7305222509(NAD 83)
 PT0279
 PT0279                          SUPERSEDED SURVEY CONTROL
 PT0279
 PT0279  NGVD 29 (??/??/92)  578.240  (m)         1897.11   (f) ADJ UNCH    1 2
 PT0279
 PT0279.Superseded values are not recommended for survey control.
 PT0279
 PT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0279.See file dsdata.pdf to determine how the superseded data were derived.
 PT0279
 PT0279_MARKER: DB = BENCH MARK DISK
 PT0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0279_STAMPING: A 332 1949
 PT0279_MARK LOGO: CGS
 PT0279_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0279+STABILITY: SURFACE MOTION
 PT0279
 PT0279  HISTORY     - Date     Condition        Report By
 PT0279  HISTORY     - 1949     MONUMENTED       CGS
 PT0279  HISTORY     - 1970     GOOD             NGS
 PT0279
 PT0279                          STATION DESCRIPTION
 PT0279
 PT0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0279'13.8 MI NW FROM FORT PIERRE.
 PT0279'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE NEW ROAD BEING
 PT0279'CONSTRUCTED IS SOME DISTANCE NORTHEAST OF THE PRESENT ROAD, AND
 PT0279'THE OLD ROAD AND FENCE WILL BE OBLITERATED, LEAVING THE MARK
 PT0279'IN OPEN PASTURE LAND.  IT IS 0.9 MILE WESTERLY FROM THE POST
 PT0279'OFFICE AND FEDERAL BUILDING IN PIERRE ALONG U.S. HIGHWAY 14 AND
 PT0279'STATE HIGHWAY 34 TO THE CENTER OF THE BRIDGE OVER THE MISSOURI
 PT0279'RIVER, CONTINUE WESTERLY ON HIGHWAYS 14 AND 34 FOR 6.75 MILES
 PT0279'TO A SIDE ROAD RIGHT AND SIGN, MISSION RIDGE, TURN RIGHT AND GO
 PT0279'NORTH AND WEST ON GRAVELED ROAD FOR 4.25 MILES TO THE JUNCTION
 PT0279'WITH ROAD LEADING FROM OAHE DAM, BEAR LEFT AND GO 3.5 MILES
 PT0279'TO THE MARK ON THE LEFT, 660 FEET SOUTHWEST OF THE CENTER OF
 PT0279'NEW ROAD, 342 FEET NORTHWEST OF A BRACE POLE WITH GUY WIRES
 PT0279'FOR A TWIN POLE POWER TRANSMISSIONLINE, 59 FEET NORTH OF CENTER
 PT0279'WIRE OF THE 5-WIRE LINE, 1.5 FEET SOUTH OF A METAL WITNESS
 PT0279'POST, AND SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 PT0279'THE MARK IS ON PROPERTY OF MR. EARL SONNENSCHION OF PIERRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0461 ***********************************************************************
 OT0461  DESIGNATION -  A 334
 OT0461  PID         -  OT0461
 OT0461  STATE/COUNTY-  SD/FALL RIVER
 OT0461  COUNTRY     -  US
 OT0461  USGS QUAD   -  EDGEMONT (2017)
 OT0461
 OT0461                         *CURRENT SURVEY CONTROL
 OT0461  ______________________________________________________________________
 OT0461* NAD 83(1986) POSITION- 43 16 20.     (N) 103 51 13.     (W)   SCALED
 OT0461* NAVD 88 ORTHO HEIGHT -  1072.629 (meters)     3519.12  (feet) POSTED
 OT0461  ______________________________________________________________________
 OT0461  GEOID HEIGHT    -        -15.094 (meters)                     GEOID18
 OT0461  DYNAMIC HEIGHT  -       1072.17  (meters)     3517.6   (feet) COMP
 OT0461  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 OT0461
 OT0461  VERT ORDER      -  * POSTED, SEE BELOW
 OT0461
 OT0461.The horizontal coordinates were scaled from a map and have
 OT0461.an estimated accuracy of +/- 6 seconds.
 OT0461
 OT0461.The orthometric height was determined by differential leveling
 OT0461.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0461
 OT0461.* This is a POSTED BENCH MARK height.
 OT0461
 OT0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0461.GEOID18 height accuracy estimate available here.
 OT0461
 OT0461.Click photographs - Photos may exist for this station.
 OT0461
 OT0461.The dynamic height is computed by dividing the NAVD 88
 OT0461.geopotential number by the normal gravity value computed on the
 OT0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0461.degrees latitude (g = 980.6199 gals.).
 OT0461
 OT0461.The modeled gravity was interpolated from observed gravity values.
 OT0461
 OT0461;                    North         East    Units  Estimated Accuracy
 OT0461;SPC SD S     -   110,360.      314,330.      MT  (+/- 180 meters Scaled)
 OT0461
 OT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH930916(NAD 83)
 OT0461
 OT0461                          SUPERSEDED SURVEY CONTROL
 OT0461
 OT0461  NGVD 29 (??/??/92) 1072.080  (m)         3517.32   (f) ADJ UNCH    1 2
 OT0461
 OT0461.Superseded values are not recommended for survey control.
 OT0461
 OT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0461.See file dsdata.pdf to determine how the superseded data were derived.
 OT0461
 OT0461_MARKER: DB = BENCH MARK DISK
 OT0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0461_SP_SET: ABUTMENT
 OT0461_STAMPING: A 334 1957
 OT0461_MARK LOGO: CGS
 OT0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0461
 OT0461  HISTORY     - Date     Condition        Report By
 OT0461  HISTORY     - 1957     MONUMENTED       CGS
 OT0461  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0461
 OT0461                          STATION DESCRIPTION
 OT0461
 OT0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0461'2.6 MI SW FROM EDGEMONT.
 OT0461'ABOUT 2.65 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0461'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 14,
 OT0461'T. 9 S., R. 2 E., IN THE TOP OF THE NORTHWEST END OF THE
 OT0461'NORTHEAST ABUTMENT OF BRIDGE 473.54, 6 FEET NORTHWEST OF THE
 OT0461'NORTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAIL.
 OT0461
 OT0461                          STATION RECOVERY (1985)
 OT0461
 OT0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0461'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0499 ***********************************************************************
 OT0499  DESIGNATION -  A 335
 OT0499  PID         -  OT0499
 OT0499  STATE/COUNTY-  SD/FALL RIVER
 OT0499  COUNTRY     -  US
 OT0499  USGS QUAD   -  EDGEMONT SW (2017)
 OT0499
 OT0499                         *CURRENT SURVEY CONTROL
 OT0499  ______________________________________________________________________
 OT0499* NAD 83(1986) POSITION- 43 17 18.34   (N) 103 56 45.73   (W)   HD_HELD1
 OT0499* NAVD 88 ORTHO HEIGHT -  1167.771 (meters)     3831.26  (feet) ADJUSTED
 OT0499  ______________________________________________________________________
 OT0499  GEOID HEIGHT    -        -14.982 (meters)                     GEOID18
 OT0499  DYNAMIC HEIGHT  -       1167.260 (meters)     3829.59  (feet) COMP
 OT0499  MODELED GRAVITY -    980,140.6   (mgal)                       NAVD 88
 OT0499
 OT0499  VERT ORDER      -  SECOND    CLASS 0
 OT0499
 OT0499.The horizontal coordinates were determined by differentially corrected
 OT0499.hand held GPS observations or other comparable positioning techniques
 OT0499.and have an estimated accuracy of +/- 3 meters.
 OT0499
 OT0499.The orthometric height was determined by differential leveling and
 OT0499.adjusted by the NATIONAL GEODETIC SURVEY
 OT0499.in June 1991.
 OT0499
 OT0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0499.GEOID18 height accuracy estimate available here.
 OT0499
 OT0499.Click photographs - Photos may exist for this station.
 OT0499
 OT0499.The dynamic height is computed by dividing the NAVD 88
 OT0499.geopotential number by the normal gravity value computed on the
 OT0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0499.degrees latitude (g = 980.6199 gals.).
 OT0499
 OT0499.The modeled gravity was interpolated from observed gravity values.
 OT0499
 OT0499;                    North         East    Units  Estimated Accuracy
 OT0499;SPC SD S     -   112,477.6     306,913.3     MT  (+/- 3 meters HH1 GPS) 
 OT0499
 OT0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8550493384(NAD 83)
 OT0499
 OT0499                          SUPERSEDED SURVEY CONTROL
 OT0499
 OT0499  NGVD 29 (??/??/92) 1167.206  (m)         3829.41   (f) ADJ UNCH    2 0
 OT0499
 OT0499.Superseded values are not recommended for survey control.
 OT0499
 OT0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0499.See file dsdata.pdf to determine how the superseded data were derived.
 OT0499
 OT0499_MARKER: DB = BENCH MARK DISK
 OT0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0499_STAMPING: A 335 1957
 OT0499_MARK LOGO: CGS
 OT0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0499+STABILITY: SURFACE MOTION
 OT0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0499+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1986
 OT0499
 OT0499  HISTORY     - Date     Condition        Report By
 OT0499  HISTORY     - 1957     MONUMENTED       CGS
 OT0499  HISTORY     - 19861023 GOOD             NGS
 OT0499
 OT0499                          STATION DESCRIPTION
 OT0499
 OT0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0499'6.6 MI W FROM EDGEMONT.
 OT0499'ABOUT 6.65 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0499'OF STATE HIGHWAY 52 AT EDGEMONT, IN SECTION 12, T. 9 S., R. 1 E.,
 OT0499'357 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 OT0499'AND A TRACK ROAD SOUTHWEST, 248 FEET EAST OF A FENCE CORNER, 108
 OT0499'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 OT0499'NORTHEAST OF THE FENCE LINE, 1 1/2 FEET WEST OF A CONCRETE
 OT0499'WITNESS POST, ABOUT 6 FEET ABOVE THE HIGHWAY AND IN THE TOP OF A
 OT0499'CONCRETE POST PROJECTING 7 INCHES.
 OT0499
 OT0499                          STATION RECOVERY (1986)
 OT0499
 OT0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OT0499'10.7 KM (6.65 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0499'STATE HIGHWAY 471 IN EDGEMONT, 33.2 M (108.9 FT) SOUTH FROM THE
 OT0499'CENTER OF 18, 10.1 M (33.1 FT) SOUTH FROM THE RIGHT OF WAY FENCE,
 OT0499'0.6 M (2.0 FT) WEST OF A CONCRETE WITNESS POST, 0.3 M (1.0 FT)
 OT0499'NORTH OF A CARSONITE WITNESS POST, IN THE TOP OF A 12-INCH CONCRETE
 OT0499'POST THAT PROJECTS 0.05 M (0.2 FT).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0204 ***********************************************************************
 OR0204  DESIGNATION -  A 336
 OR0204  PID         -  OR0204
 OR0204  STATE/COUNTY-  SD/CHARLES MIX
 OR0204  COUNTRY     -  US
 OR0204  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0204
 OR0204                         *CURRENT SURVEY CONTROL
 OR0204  ______________________________________________________________________
 OR0204* NAD 83(1986) POSITION- 43 09 29.     (N) 098 47 52.     (W)   SCALED
 OR0204* NAVD 88 ORTHO HEIGHT -   388.871 (meters)     1275.82  (feet) ADJUSTED
 OR0204  ______________________________________________________________________
 OR0204  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 OR0204  DYNAMIC HEIGHT  -        388.734 (meters)     1275.37  (feet) COMP
 OR0204  MODELED GRAVITY -    980,258.8   (mgal)                       NAVD 88
 OR0204
 OR0204  VERT ORDER      -  FIRST     CLASS II
 OR0204
 OR0204.The horizontal coordinates were scaled from a map and have
 OR0204.an estimated accuracy of +/- 6 seconds.
 OR0204
 OR0204.The orthometric height was determined by differential leveling and
 OR0204.adjusted by the NATIONAL GEODETIC SURVEY
 OR0204.in June 1991.
 OR0204
 OR0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0204.GEOID18 height accuracy estimate available here.
 OR0204
 OR0204.Click photographs - Photos may exist for this station.
 OR0204
 OR0204.The dynamic height is computed by dividing the NAVD 88
 OR0204.geopotential number by the normal gravity value computed on the
 OR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0204.degrees latitude (g = 980.6199 gals.).
 OR0204
 OR0204.The modeled gravity was interpolated from observed gravity values.
 OR0204
 OR0204;                    North         East    Units  Estimated Accuracy
 OR0204;SPC SD S     -    92,770.      724,880.      MT  (+/- 180 meters Scaled)
 OR0204
 OR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN164783(NAD 83)
 OR0204
 OR0204                          SUPERSEDED SURVEY CONTROL
 OR0204
 OR0204  NGVD 29 (??/??/92)  388.546  (m)         1274.75   (f) ADJ UNCH    1 2
 OR0204
 OR0204.Superseded values are not recommended for survey control.
 OR0204
 OR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0204.See file dsdata.pdf to determine how the superseded data were derived.
 OR0204
 OR0204_MARKER: DB = BENCH MARK DISK
 OR0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0204_STAMPING: A 336 1949
 OR0204_MARK LOGO: CGS
 OR0204_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0204+STABILITY: SURFACE MOTION
 OR0204
 OR0204  HISTORY     - Date     Condition        Report By
 OR0204  HISTORY     - 1949     MONUMENTED       CGS
 OR0204  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0204
 OR0204                          STATION DESCRIPTION
 OR0204
 OR0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0204'0.6 MI E FROM WHEELER.
 OR0204'0.65 MILE EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0204'U.S. HIGHWAY NO. 18 AND U.S. HIGHWAY NO. 281 AT WHEELER, AT A
 OR0204'T-JUNCTION OF THE HIGHWAY AND A SECTION LINE ROAD LEADING NORTH,
 OR0204'14.0 FEET EAST OF THE CENTER LINE OF A PRIVATE FIELD ROAD LEADING
 OR0204'SOUTH, 24.0 FEET EAST OF A POINT ON THE PROJECTED CENTER LINE
 OR0204'OF THE ROAD LEADING NORTH, 34.0 FEET SOUTH OF THE CENTER LINE
 OR0204'OF THE HIGHWAY, 32.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OR0204'SOUTH END OF A CONCRETE CULVERT, 7.6 FEET EAST OF A CORNER
 OR0204'FENCE POST, 1.0 FOOT NORTH OF A FENCE, 1.4 FEET WEST OF A
 OR0204'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0204'0.5 FOOT ABOVE THE GROUND.  NOTE-- IT IS REPORTED THAT WHEN
 OR0204'THE FORT RANDALL DAM IS COMPLETED THE PRESENT SITE OF THE HIGHWAY
 OR0204'AT THE LOCATION OF THIS BENCH MARK WILL BE UNDER WATER.
 OR0204
 OR0204                          STATION RECOVERY (2013)
 OR0204
 OR0204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0053 ***********************************************************************
 NN0053  DESIGNATION -  A 338 RESET
 NN0053  PID         -  NN0053
 NN0053  STATE/COUNTY-  SD/CHARLES MIX
 NN0053  COUNTRY     -  US
 NN0053  USGS QUAD   -  LYNCH NE (2017)
 NN0053
 NN0053                         *CURRENT SURVEY CONTROL
 NN0053  ______________________________________________________________________
 NN0053* NAD 83(1986) POSITION- 42 55 07.     (N) 098 21 31.     (W)   SCALED
 NN0053* NAVD 88 ORTHO HEIGHT -   408.15  (meters)     1339.1   (feet) RESET
 NN0053  ______________________________________________________________________
 NN0053  GEOID HEIGHT    -        -26.044 (meters)                     GEOID18
 NN0053  VERT ORDER      -  THIRD
 NN0053
 NN0053.The horizontal coordinates were scaled from a map and have
 NN0053.an estimated accuracy of +/- 6 seconds.
 NN0053
 NN0053.The orthometric height was computed from unverified reset data.
 NN0053
 NN0053.No vertical observational check was made to the station.
 NN0053
 NN0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0053.GEOID18 height accuracy estimate available here.
 NN0053
 NN0053.Click photographs - Photos may exist for this station.
 NN0053
 NN0053;                    North         East    Units  Estimated Accuracy
 NN0053;SPC SD S     -    66,940.      761,220.      MT  (+/- 180 meters Scaled)
 NN0053
 NN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN523519(NAD 83)
 NN0053
 NN0053                          SUPERSEDED SURVEY CONTROL
 NN0053
 NN0053  NGVD 29 (04/17/07)  407.88   (m)         1338.2    (f) RESET       3  
 NN0053
 NN0053.Superseded values are not recommended for survey control.
 NN0053
 NN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0053.See file dsdata.pdf to determine how the superseded data were derived.
 NN0053
 NN0053_MARKER: DV = VERTICAL CONTROL DISK
 NN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0053_STAMPING: A 338 RESET 1974
 NN0053_MARK LOGO: NGS
 NN0053_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0053+STABILITY: SURFACE MOTION
 NN0053
 NN0053  HISTORY     - Date     Condition        Report By
 NN0053  HISTORY     - 1974     MONUMENTED       NGS
 NN0053
 NN0053                          STATION DESCRIPTION
 NN0053
 NN0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NN0053'1.4 MI E FROM GREENWOOD.
 NN0053'1.3 MILES EAST ALONG A GRAVELED ROAD FROM THE SCHOOL BUILDING
 NN0053'AT GREENWOOD TO A ROAD JUNCTION WITH A NEW ROAD LEADING EAST
 NN0053'AND TWO OTHER ROADS LEADING NORTH AND SOUTH.  THE MARK IS ON
 NN0053'THE NORTH SIDE OF THE NEW OR CENTER ROAD ON THE WEST SLOPE
 NN0053'OF A STEEP HILL, 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 NN0053'149 FEET EAST OF THE CENTER 1 OF 3 WOODEN FENCE POST SET AT
 NN0053'THE WEST END OF THE FENCE AT THE FOOT OF THE HILL, 66 FEET
 NN0053'WEST OF A POWER POLE OF AN ELECTRIC LINE RUNNING NORTH AND
 NN0053'SOUTH, 30 FEET WEST OF THE EXTENDED CENTER LINE OF THE GRADED
 NN0053'ROAD LEADING SOUTH, 1.4 FEET WEST OF A METAL WITNESS POST, AND
 NN0053'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 NN0053'6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0136 ***********************************************************************
 OR0136  DESIGNATION -  A 339
 OR0136  PID         -  OR0136
 OR0136  STATE/COUNTY-  SD/GREGORY
 OR0136  COUNTRY     -  US
 OR0136  USGS QUAD   -  BONESTEEL (2017)
 OR0136
 OR0136                         *CURRENT SURVEY CONTROL
 OR0136  ______________________________________________________________________
 OR0136* NAD 83(1986) POSITION- 43 02 19.     (N) 098 53 38.     (W)   SCALED
 OR0136* NAVD 88 ORTHO HEIGHT -   598.761 (meters)     1964.44  (feet) ADJUSTED
 OR0136  ______________________________________________________________________
 OR0136  GEOID HEIGHT    -        -25.947 (meters)                     GEOID18
 OR0136  DYNAMIC HEIGHT  -        598.540 (meters)     1963.71  (feet) COMP
 OR0136  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 OR0136
 OR0136  VERT ORDER      -  FIRST     CLASS II
 OR0136
 OR0136.The horizontal coordinates were scaled from a map and have
 OR0136.an estimated accuracy of +/- 6 seconds.
 OR0136
 OR0136.The orthometric height was determined by differential leveling and
 OR0136.adjusted by the NATIONAL GEODETIC SURVEY
 OR0136.in June 1991.
 OR0136
 OR0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0136.GEOID18 height accuracy estimate available here.
 OR0136
 OR0136.Click photographs - Photos may exist for this station.
 OR0136
 OR0136.The dynamic height is computed by dividing the NAVD 88
 OR0136.geopotential number by the normal gravity value computed on the
 OR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0136.degrees latitude (g = 980.6199 gals.).
 OR0136
 OR0136.The modeled gravity was interpolated from observed gravity values.
 OR0136
 OR0136;                    North         East    Units  Estimated Accuracy
 OR0136;SPC SD S     -    79,370.      717,290.      MT  (+/- 180 meters Scaled)
 OR0136
 OR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN086651(NAD 83)
 OR0136
 OR0136                          SUPERSEDED SURVEY CONTROL
 OR0136
 OR0136  NGVD 29 (??/??/92)  598.441  (m)         1963.39   (f) ADJ UNCH    1 2
 OR0136
 OR0136.Superseded values are not recommended for survey control.
 OR0136
 OR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0136.See file dsdata.pdf to determine how the superseded data were derived.
 OR0136
 OR0136_MARKER: DB = BENCH MARK DISK
 OR0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0136_STAMPING: A 339 1949
 OR0136_MARK LOGO: CGS
 OR0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0136+STABILITY: SURFACE MOTION
 OR0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0136+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR0136
 OR0136  HISTORY     - Date     Condition        Report By
 OR0136  HISTORY     - 1949     MONUMENTED       CGS
 OR0136  HISTORY     - 19931005 GOOD             NGS
 OR0136  HISTORY     - 20130115 GOOD             INDIV
 OR0136
 OR0136                          STATION DESCRIPTION
 OR0136
 OR0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0136'0.6 MI NW FROM FAIRFAX.
 OR0136'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0136'FROM THE STATION AT FAIRFAX, GREGORY COUNTY, AT THE CROSSING
 OR0136'OF AN EAST-AND-WEST ROAD, 159 FEET SOUTH OF THE CENTER LINE OF
 OR0136'THE ROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 OR0136'TRACK, 11 FEET SOUTH OF THE FIRST POLE SOUTHEAST OF THE CROSSING,
 OR0136'1.3 FEET NORTHEAST OF A FENCE, AND 1.5 FEET SOUTHEAST OF A
 OR0136'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 339 1949
 OR0136'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 OR0136'GROUND.
 OR0136
 OR0136                          STATION RECOVERY (1993)
 OR0136
 OR0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0136'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR0136'MAIN STREET IN BONESTEEL, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG A
 OR0136'DIRT ROAD, 48.5 M (159.1 FT) SOUTH OF THE CENTER OF THE ROAD, 14.0 M
 OR0136'(45.9 FT) SOUTHWEST OF THE CENTER OF A RAILROAD GRADE (ABANDONED) ,
 OR0136'0.4 M (1.3 FT) NORTHEAST OF A FENCE, AND THE MONUMENT PROJECTS 0.05 M
 OR0136'(0.16 FT) ABOVE THE GROUND SURFACE.
 OR0136
 OR0136                          STATION RECOVERY (2013)
 OR0136
 OR0136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0231 ***********************************************************************
 QT0231  DESIGNATION -  A 34
 QT0231  PID         -  QT0231
 QT0231  STATE/COUNTY-  SD/HARDING
 QT0231  COUNTRY     -  US
 QT0231  USGS QUAD   -  LUDLOW SE (2017)
 QT0231
 QT0231                         *CURRENT SURVEY CONTROL
 QT0231  ______________________________________________________________________
 QT0231* NAD 83(1986) POSITION- 45 51 22.     (N) 103 22 25.     (W)   SCALED
 QT0231* NAVD 88 ORTHO HEIGHT -   942.703 (meters)     3092.85  (feet) ADJUSTED
 QT0231  ______________________________________________________________________
 QT0231  GEOID HEIGHT    -        -15.872 (meters)                     GEOID18
 QT0231  DYNAMIC HEIGHT  -        942.583 (meters)     3092.46  (feet) COMP
 QT0231  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 QT0231
 QT0231  VERT ORDER      -  FIRST     CLASS II
 QT0231
 QT0231.The horizontal coordinates were scaled from a map and have
 QT0231.an estimated accuracy of +/- 6 seconds.
 QT0231
 QT0231.The orthometric height was determined by differential leveling and
 QT0231.adjusted by the NATIONAL GEODETIC SURVEY
 QT0231.in April 2000.
 QT0231
 QT0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0231.GEOID18 height accuracy estimate available here.
 QT0231
 QT0231.Click photographs - Photos may exist for this station.
 QT0231
 QT0231.The dynamic height is computed by dividing the NAVD 88
 QT0231.geopotential number by the normal gravity value computed on the
 QT0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0231.degrees latitude (g = 980.6199 gals.).
 QT0231
 QT0231.The modeled gravity was interpolated from observed gravity values.
 QT0231
 QT0231;                    North         East    Units  Estimated Accuracy
 QT0231;SPC SD N     -   230,250.      338,060.      MT  (+/- 180 meters Scaled)
 QT0231
 QT0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL262793(NAD 83)
 QT0231
 QT0231                          SUPERSEDED SURVEY CONTROL
 QT0231
 QT0231  NAVD 88 (06/15/91)  942.675  (m)         3092.76   (f) SUPERSEDED  1 2
 QT0231  NGVD 29 (??/??/92)  942.177  (m)         3091.13   (f) ADJ UNCH    1 2
 QT0231
 QT0231.Superseded values are not recommended for survey control.
 QT0231
 QT0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0231.See file dsdata.pdf to determine how the superseded data were derived.
 QT0231
 QT0231_MARKER: DB = BENCH MARK DISK
 QT0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0231_STAMPING: A 34 1934
 QT0231_MARK LOGO: CGS
 QT0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0231+STABILITY: SURFACE MOTION
 QT0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0231+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0231
 QT0231  HISTORY     - Date     Condition        Report By
 QT0231  HISTORY     - 1934     MONUMENTED       CGS
 QT0231  HISTORY     - 1953     GOOD             CGS
 QT0231  HISTORY     - 1973     GOOD             NGS
 QT0231  HISTORY     - 19980928 GOOD             NGS
 QT0231
 QT0231                          STATION DESCRIPTION
 QT0231
 QT0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QT0231'1.5 MI N FROM LUDLOW.
 QT0231'1.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM LUDLOW, HARDING
 QT0231'COUNTY, ABOUT 62 FEET NORTH OF A SMALL CREEK, AND ABOUT 140
 QT0231'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 QT0231'STAMPED A 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0231
 QT0231                          STATION RECOVERY (1973)
 QT0231
 QT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QT0231'RECOVERED IN GOOD CONDITION.
 QT0231
 QT0231                          STATION RECOVERY (1998)
 QT0231
 QT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0231'2.4 KM (1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 QT0231'IN LUDLOW, 471.0 M (1545.3 FT) NORTH OF MILEPOST 148, 158.6 M (520.3
 QT0231'FT) EAST OF THE HIGHWAY CENTERLINE, 127.0 M (416.7 FT) EAST OF A
 QT0231'WITNESS POST AND FENCE, 47.0 M (154.2 FT) SOUTHEAST OF THE CENTER OF
 QT0231'AN OLD ROAD GRADE, 18.3 M (60.0 FT) NORTHWEST OF THE WEST BANK OF A
 QT0231'CREEK, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 QT0231'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QT0231'IS ON PROPERTY OWNED BY LEET FLOWER, HC 64, BOX 62, BUFFALO, SD 57755.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0592 ***********************************************************************
 OR0592  DESIGNATION -  A 340
 OR0592  PID         -  OR0592
 OR0592  STATE/COUNTY-  SD/GREGORY
 OR0592  COUNTRY     -  US
 OR0592  USGS QUAD   -  LUCAS (2017)
 OR0592
 OR0592                         *CURRENT SURVEY CONTROL
 OR0592  ______________________________________________________________________
 OR0592* NAD 83(1986) POSITION- 43 17 04.     (N) 099 10 43.     (W)   SCALED
 OR0592* NAVD 88 ORTHO HEIGHT -   624.745 (meters)     2049.68  (feet) ADJUSTED
 OR0592  ______________________________________________________________________
 OR0592  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 OR0592  DYNAMIC HEIGHT  -        624.522 (meters)     2048.95  (feet) COMP
 OR0592  MODELED GRAVITY -    980,242.7   (mgal)                       NAVD 88
 OR0592
 OR0592  VERT ORDER      -  SECOND    CLASS 0
 OR0592
 OR0592.The horizontal coordinates were scaled from a map and have
 OR0592.an estimated accuracy of +/- 6 seconds.
 OR0592
 OR0592.The orthometric height was determined by differential leveling and
 OR0592.adjusted by the NATIONAL GEODETIC SURVEY
 OR0592.in June 1991.
 OR0592
 OR0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0592.GEOID18 height accuracy estimate available here.
 OR0592
 OR0592.Click photographs - Photos may exist for this station.
 OR0592
 OR0592.The dynamic height is computed by dividing the NAVD 88
 OR0592.geopotential number by the normal gravity value computed on the
 OR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0592.degrees latitude (g = 980.6199 gals.).
 OR0592
 OR0592.The modeled gravity was interpolated from observed gravity values.
 OR0592
 OR0592;                    North         East    Units  Estimated Accuracy
 OR0592;SPC SD S     -   106,310.      693,710.      MT  (+/- 180 meters Scaled)
 OR0592
 OR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN855924(NAD 83)
 OR0592
 OR0592                          SUPERSEDED SURVEY CONTROL
 OR0592
 OR0592  NGVD 29 (??/??/92)  624.402  (m)         2048.56   (f) ADJ UNCH    2 0
 OR0592
 OR0592.Superseded values are not recommended for survey control.
 OR0592
 OR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0592.See file dsdata.pdf to determine how the superseded data were derived.
 OR0592
 OR0592_MARKER: DB = BENCH MARK DISK
 OR0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0592_STAMPING: A 340 1949
 OR0592_MARK LOGO: CGS
 OR0592_PROJECTION: FLUSH
 OR0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0592+STABILITY: SURFACE MOTION
 OR0592
 OR0592  HISTORY     - Date     Condition        Report By
 OR0592  HISTORY     - 1949     MONUMENTED       CGS
 OR0592  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0592
 OR0592                          STATION DESCRIPTION
 OR0592
 OR0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0592'16.3 MI NE FROM GREGORY.
 OR0592'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0592'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0592'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0592'ROAD, IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 33
 OR0592'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 42 FEET
 OR0592'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10 FEET WEST
 OR0592'OF A CORNER FENCE POST, 1.1 FEET NORTH OF A FENCE, 1.8 FEET EAST
 OR0592'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 OR0592'WITH THE GROUND.
 OR0592
 OR0592                          STATION RECOVERY (1971)
 OR0592
 OR0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0592'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0282 ***********************************************************************
 OQ0282  DESIGNATION -  A 341
 OQ0282  PID         -  OQ0282
 OQ0282  STATE/COUNTY-  SD/MINNEHAHA
 OQ0282  COUNTRY     -  US
 OQ0282  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0282
 OQ0282                         *CURRENT SURVEY CONTROL
 OQ0282  ______________________________________________________________________
 OQ0282* NAD 83(1986) POSITION- 43 35 43.     (N) 096 39 05.     (W)   SCALED
 OQ0282* NAVD 88 ORTHO HEIGHT -   408.830 (meters)     1341.30  (feet) ADJUSTED
 OQ0282  ______________________________________________________________________
 OQ0282  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 OQ0282  DYNAMIC HEIGHT  -        408.726 (meters)     1340.96  (feet) COMP
 OQ0282  MODELED GRAVITY -    980,353.7   (mgal)                       NAVD 88
 OQ0282
 OQ0282  VERT ORDER      -  FIRST     CLASS II
 OQ0282
 OQ0282.The horizontal coordinates were scaled from a map and have
 OQ0282.an estimated accuracy of +/- 6 seconds.
 OQ0282
 OQ0282.The orthometric height was determined by differential leveling and
 OQ0282.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0282.in June 1991.
 OQ0282
 OQ0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0282.GEOID18 height accuracy estimate available here.
 OQ0282
 OQ0282.Click photographs - Photos may exist for this station.
 OQ0282
 OQ0282.The dynamic height is computed by dividing the NAVD 88
 OQ0282.geopotential number by the normal gravity value computed on the
 OQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0282.degrees latitude (g = 980.6199 gals.).
 OQ0282
 OQ0282.The modeled gravity was interpolated from observed gravity values.
 OQ0282
 OQ0282;                    North         East    Units  Estimated Accuracy
 OQ0282;SPC SD S     -   146,780.      897,190.      MT  (+/- 180 meters Scaled)
 OQ0282
 OQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP895296(NAD 83)
 OQ0282
 OQ0282                          SUPERSEDED SURVEY CONTROL
 OQ0282
 OQ0282  NGVD 29 (??/??/92)  408.558  (m)         1340.41   (f) ADJ UNCH    1 2
 OQ0282
 OQ0282.Superseded values are not recommended for survey control.
 OQ0282
 OQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0282.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0282
 OQ0282_MARKER: DB = BENCH MARK DISK
 OQ0282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0282_SP_SET: CULVERT HEADWALL
 OQ0282_STAMPING: A 341 1949
 OQ0282_MARK LOGO: CGS
 OQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0282+STABILITY: SURFACE MOTION
 OQ0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0282+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2011
 OQ0282
 OQ0282  HISTORY     - Date     Condition        Report By
 OQ0282  HISTORY     - 1934     MONUMENTED       CGS
 OQ0282  HISTORY     - 1966     GOOD             MNHD
 OQ0282  HISTORY     - 20110316 GOOD             INDIV
 OQ0282
 OQ0282                          STATION DESCRIPTION
 OQ0282
 OQ0282'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0282'3.4 MI W FROM BRANDON.
 OQ0282'3.4 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0282'OMAHA RAILWAY FROM THE STATION AT BRANDON, MINNEHAHA COUNTY, 53
 OQ0282'YARDS SOUTHEAST OF THE NORTHEAST END OF A RAILWAY OVERPASS, 26
 OQ0282'FEET SOUTH OF THE CENTERLINE OF AN ABANDONED ROADWAY,
 OQ0282'APPROXIMATELY 50 FEET NORTH OF A BLACK TOP ROAD, IN THE TOP OF
 OQ0282'THE SOUTH HEADWALL OF A 12 FOOT CONCRETE CULVERT, UNDER THE
 OQ0282'ABANDONED ROADWAY, 0.7 FEET EAST OF THE WEST END OF THE HEADWALL.
 OQ0282'A STANDARD DISK STAMPED A 341 1949.
 OQ0282
 OQ0282                          STATION RECOVERY (2011)
 OQ0282
 OQ0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0282'DISK IS HARD TO READ
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0407 ***********************************************************************
 PR0407  DESIGNATION -  A 342
 PR0407  PID         -  PR0407
 PR0407  STATE/COUNTY-  SD/HAMLIN
 PR0407  COUNTRY     -  US
 PR0407  USGS QUAD   -  LAKE NORDEN (2017)
 PR0407
 PR0407                         *CURRENT SURVEY CONTROL
 PR0407  ______________________________________________________________________
 PR0407* NAD 83(1986) POSITION- 44 33 46.     (N) 097 07 41.     (W)   SCALED
 PR0407* NAVD 88 ORTHO HEIGHT -   505.176 (meters)     1657.40  (feet) ADJUSTED
 PR0407  ______________________________________________________________________
 PR0407  GEOID HEIGHT    -        -24.903 (meters)                     GEOID18
 PR0407  DYNAMIC HEIGHT  -        505.093 (meters)     1657.13  (feet) COMP
 PR0407  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 PR0407
 PR0407  VERT ORDER      -  SECOND    CLASS 0
 PR0407
 PR0407.The horizontal coordinates were scaled from a map and have
 PR0407.an estimated accuracy of +/- 6 seconds.
 PR0407
 PR0407.The orthometric height was determined by differential leveling and
 PR0407.adjusted by the NATIONAL GEODETIC SURVEY
 PR0407.in June 1991.
 PR0407
 PR0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0407.GEOID18 height accuracy estimate available here.
 PR0407
 PR0407.Click photographs - Photos may exist for this station.
 PR0407
 PR0407.The dynamic height is computed by dividing the NAVD 88
 PR0407.geopotential number by the normal gravity value computed on the
 PR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0407.degrees latitude (g = 980.6199 gals.).
 PR0407
 PR0407.The modeled gravity was interpolated from observed gravity values.
 PR0407
 PR0407;                    North         East    Units  Estimated Accuracy
 PR0407;SPC SD N     -    85,100.      828,110.      MT  (+/- 180 meters Scaled)
 PR0407
 PR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ486360(NAD 83)
 PR0407
 PR0407                          SUPERSEDED SURVEY CONTROL
 PR0407
 PR0407  NGVD 29 (??/??/92)  504.899  (m)         1656.49   (f) ADJ UNCH    2 0
 PR0407
 PR0407.Superseded values are not recommended for survey control.
 PR0407
 PR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0407.See file dsdata.pdf to determine how the superseded data were derived.
 PR0407
 PR0407_MARKER: DB = BENCH MARK DISK
 PR0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0407_SP_SET: BRIDGE WING WALL
 PR0407_STAMPING: A 342 1949
 PR0407_MARK LOGO: CGS
 PR0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0407
 PR0407  HISTORY     - Date     Condition        Report By
 PR0407  HISTORY     - 1949     MONUMENTED       CGS
 PR0407  HISTORY     - 20061129 MARK NOT FOUND   INDIV
 PR0407
 PR0407                          STATION DESCRIPTION
 PR0407
 PR0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0407'6.3 MI E FROM LAKE NORDEN.
 PR0407'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 PR0407'RAILWAY STATION AT LAKE NORDEN, THENCE 4.3 MILES EAST ALONG
 PR0407'STATE HIGHWAY 28, THENCE 1.6 MILES SOUTH ALONG U.S. HIGHWAY 81,
 PR0407'17.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 PR0407'AND SET IN THE CENTER OF THE TOP OF THE NORTHWEST WINGWALL OF A
 PR0407'33-FOOT CONCRETE BRIDGE.
 PR0407
 PR0407                          STATION RECOVERY (2006)
 PR0407
 PR0407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 PR0407'MARK IS STAMPED A 342 RESET 1991 BUT NO DATA SHEET EXISTS FOR THIS
 PR0407'MARK, ONLY THE DESTROYED ONE. IT IS ON THE WALL OF A BOX CULVERT PLACE
 PR0407'DURING RECONSTRUCTION OF HIGHWAY 81 IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1087 ***********************************************************************
 NM1087  DESIGNATION -  A 343
 NM1087  PID         -  NM1087
 NM1087  STATE/COUNTY-  SD/YANKTON
 NM1087  COUNTRY     -  US
 NM1087  USGS QUAD   -  SAINT HELENA (2017)
 NM1087
 NM1087                         *CURRENT SURVEY CONTROL
 NM1087  ______________________________________________________________________
 NM1087* NAD 83(1986) POSITION- 42 52 01.     (N) 097 14 17.     (W)   SCALED
 NM1087* NAVD 88 ORTHO HEIGHT -   355.780 (meters)     1167.25  (feet) ADJUSTED
 NM1087  ______________________________________________________________________
 NM1087  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM1087  DYNAMIC HEIGHT  -        355.678 (meters)     1166.92  (feet) COMP
 NM1087  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 NM1087
 NM1087  VERT ORDER      -  SECOND    CLASS 0
 NM1087
 NM1087.The horizontal coordinates were scaled from a map and have
 NM1087.an estimated accuracy of +/- 6 seconds.
 NM1087
 NM1087.The orthometric height was determined by differential leveling and
 NM1087.adjusted by the NATIONAL GEODETIC SURVEY
 NM1087.in June 1991.
 NM1087
 NM1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1087.GEOID18 height accuracy estimate available here.
 NM1087
 NM1087.Click photographs - Photos may exist for this station.
 NM1087
 NM1087.The dynamic height is computed by dividing the NAVD 88
 NM1087.geopotential number by the normal gravity value computed on the
 NM1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1087.degrees latitude (g = 980.6199 gals.).
 NM1087
 NM1087.The modeled gravity was interpolated from observed gravity values.
 NM1087
 NM1087;                    North         East    Units  Estimated Accuracy
 NM1087;SPC SD S     -    63,990.      852,880.      MT  (+/- 180 meters Scaled)
 NM1087
 NM1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN439475(NAD 83)
 NM1087
 NM1087                          SUPERSEDED SURVEY CONTROL
 NM1087
 NM1087  NGVD 29 (??/??/92)  355.583  (m)         1166.61   (f) ADJ UNCH    2 0
 NM1087
 NM1087.Superseded values are not recommended for survey control.
 NM1087
 NM1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1087.See file dsdata.pdf to determine how the superseded data were derived.
 NM1087
 NM1087_MARKER: DB = BENCH MARK DISK
 NM1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1087_STAMPING: A 343 1949
 NM1087_MARK LOGO: CGS
 NM1087_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1087+STABILITY: SURFACE MOTION
 NM1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1087+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 NM1087
 NM1087  HISTORY     - Date     Condition        Report By
 NM1087  HISTORY     - 1949     MONUMENTED       CGS
 NM1087  HISTORY     - 20110426 GOOD             INDIV
 NM1087
 NM1087                          STATION DESCRIPTION
 NM1087
 NM1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1087'8.8 MI E FROM YANKTON.
 NM1087'7.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1087'YANKTON, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT THE
 NM1087'FARM HOME OF LEE LANE, 0.05 MILE EAST OF THE ROAD LEADING NORTH,
 NM1087'90.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 36 FEET
 NM1087'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 12 FEET WEST OF
 NM1087'THE CENTER LINE OF A PRIVATE DRIVE-WAY, 3.2 FEET WEST OF A
 NM1087'FENCE CORNER POST, 1.2 FEET EAST OF A REFERENCE POST, AND SET
 NM1087'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 NM1087'ABOVE THE GROUND.
 NM1087
 NM1087                          STATION RECOVERY (2011)
 NM1087
 NM1087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (CLB)
 NM1087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1100 ***********************************************************************
 NM1100  DESIGNATION -  A 344
 NM1100  PID         -  NM1100
 NM1100  STATE/COUNTY-  SD/CLAY
 NM1100  COUNTRY     -  US
 NM1100  USGS QUAD   -  SAINT HELENA (2017)
 NM1100
 NM1100                         *CURRENT SURVEY CONTROL
 NM1100  ______________________________________________________________________
 NM1100* NAD 83(1986) POSITION- 42 49 48.     (N) 097 09 36.     (W)   SCALED
 NM1100* NAVD 88 ORTHO HEIGHT -   353.467 (meters)     1159.67  (feet) ADJUSTED
 NM1100  ______________________________________________________________________
 NM1100  GEOID HEIGHT    -        -25.565 (meters)                     GEOID18
 NM1100  DYNAMIC HEIGHT  -        353.365 (meters)     1159.33  (feet) COMP
 NM1100  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 NM1100
 NM1100  VERT ORDER      -  SECOND    CLASS 0
 NM1100
 NM1100.The horizontal coordinates were scaled from a map and have
 NM1100.an estimated accuracy of +/- 6 seconds.
 NM1100
 NM1100.The orthometric height was determined by differential leveling and
 NM1100.adjusted by the NATIONAL GEODETIC SURVEY
 NM1100.in June 1991.
 NM1100
 NM1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1100.GEOID18 height accuracy estimate available here.
 NM1100
 NM1100.Click photographs - Photos may exist for this station.
 NM1100
 NM1100.The dynamic height is computed by dividing the NAVD 88
 NM1100.geopotential number by the normal gravity value computed on the
 NM1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1100.degrees latitude (g = 980.6199 gals.).
 NM1100
 NM1100.The modeled gravity was interpolated from observed gravity values.
 NM1100
 NM1100;                    North         East    Units  Estimated Accuracy
 NM1100;SPC SD S     -    60,130.      859,410.      MT  (+/- 180 meters Scaled)
 NM1100
 NM1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN503435(NAD 83)
 NM1100
 NM1100                          SUPERSEDED SURVEY CONTROL
 NM1100
 NM1100  NGVD 29 (??/??/92)  353.264  (m)         1159.00   (f) ADJ UNCH    2 0
 NM1100
 NM1100.Superseded values are not recommended for survey control.
 NM1100
 NM1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1100.See file dsdata.pdf to determine how the superseded data were derived.
 NM1100
 NM1100_MARKER: DB = BENCH MARK DISK
 NM1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1100_STAMPING: A 344 1949
 NM1100_MARK LOGO: CGS
 NM1100_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1100+STABILITY: SURFACE MOTION
 NM1100
 NM1100  HISTORY     - Date     Condition        Report By
 NM1100  HISTORY     - 1949     MONUMENTED       CGS
 NM1100
 NM1100                          STATION DESCRIPTION
 NM1100
 NM1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1100'5.3 MI S FROM GAYVILLE.
 NM1100'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1100'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1100'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1100'WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A
 NM1100'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN LINE
 NM1100'WITH THE CENTER LINE OF A T ROAD LEADING WEST, 28 FEET EAST
 NM1100'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6.3 FEET SOUTH OF
 NM1100'A POWER TRANSMISSION LINE POLE, 2.0 FEET SOUTH OF AN EAST-WEST
 NM1100'FENCE LINE, 1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 NM1100'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1100'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0032 ***********************************************************************
 OR0032  DESIGNATION -  A 348
 OR0032  PID         -  OR0032
 OR0032  STATE/COUNTY-  SD/DAVISON
 OR0032  COUNTRY     -  US
 OR0032  USGS QUAD   -  LOOMIS (2017)
 OR0032
 OR0032                         *CURRENT SURVEY CONTROL
 OR0032  ______________________________________________________________________
 OR0032* NAD 83(1986) POSITION- 43 46 26.     (N) 098 05 10.     (W)   SCALED
 OR0032* NAVD 88 ORTHO HEIGHT -   398.174 (meters)     1306.34  (feet) ADJUSTED
 OR0032  ______________________________________________________________________
 OR0032  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 OR0032  DYNAMIC HEIGHT  -        398.078 (meters)     1306.03  (feet) COMP
 OR0032  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 OR0032
 OR0032  VERT ORDER      -  SECOND    CLASS 0
 OR0032
 OR0032.The horizontal coordinates were scaled from a map and have
 OR0032.an estimated accuracy of +/- 6 seconds.
 OR0032
 OR0032.The orthometric height was determined by differential leveling and
 OR0032.adjusted by the NATIONAL GEODETIC SURVEY
 OR0032.in June 1991.
 OR0032
 OR0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0032.GEOID18 height accuracy estimate available here.
 OR0032
 OR0032.Click photographs - Photos may exist for this station.
 OR0032
 OR0032.The dynamic height is computed by dividing the NAVD 88
 OR0032.geopotential number by the normal gravity value computed on the
 OR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0032.degrees latitude (g = 980.6199 gals.).
 OR0032
 OR0032.The modeled gravity was interpolated from observed gravity values.
 OR0032
 OR0032;                    North         East    Units  Estimated Accuracy
 OR0032;SPC SD S     -   162,480.      780,890.      MT  (+/- 180 meters Scaled)
 OR0032
 OR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP735471(NAD 83)
 OR0032
 OR0032                          SUPERSEDED SURVEY CONTROL
 OR0032
 OR0032  NGVD 29 (??/??/92)  397.876  (m)         1305.36   (f) ADJ UNCH    2 0
 OR0032
 OR0032.Superseded values are not recommended for survey control.
 OR0032
 OR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0032.See file dsdata.pdf to determine how the superseded data were derived.
 OR0032
 OR0032_MARKER: DB = BENCH MARK DISK
 OR0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0032_STAMPING: A 348 1964
 OR0032_MARK LOGO: CGS
 OR0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0032+STABILITY: SURFACE MOTION
 OR0032
 OR0032  HISTORY     - Date     Condition        Report By
 OR0032  HISTORY     - 1964     MONUMENTED       CGS
 OR0032
 OR0032                          STATION DESCRIPTION
 OR0032
 OR0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0032'6.2 MI N FROM MITCHELL.
 OR0032'ABOUT 6.2 MI. N ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0032'PACIFIC RAILROAD FROM THE FEDERAL BUILDING IN MITCHELL, DAVISON
 OR0032'COUNTY, AT A POINT WHERE THE RAILROAD CROSSES THE INTERSECTION
 OR0032'OF N-S AND E-W GRAVEL ROADS.  88 FT NE OF THE CENTERLINE
 OR0032'INTERSECTION OF THE RAILROAD AND TWO GRAVEL ROADS, 43 FT N
 OR0032'OF THE CENTERLINE OF A GRAVEL ROAD, 45 FT E OF THE CENTERLINE
 OR0032'OF A GRAVEL ROAD, 2 FT SW OF WITNESS POST PLAQUE ON STEEL POST.
 OR0032'THE BENCH MARK IS IN THE NE QUADRANT OF ROAD INTERSECTION
 OR0032'WHICH IS OCCUPIED BY A WOODLOT.  A STANDARD DISK, STAMPED
 OR0032'A 348 1964 SET IN THE TOP OF A CONCRETE MONUMENT 9 IN IN DIAMETER
 OR0032'AND PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0429 ***********************************************************************
 OR0429  DESIGNATION -  A 349
 OR0429  PID         -  OR0429
 OR0429  STATE/COUNTY-  SD/BRULE
 OR0429  COUNTRY     -  US
 OR0429  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0429
 OR0429                         *CURRENT SURVEY CONTROL
 OR0429  ______________________________________________________________________
 OR0429* NAD 83(1986) POSITION- 43 55 04.     (N) 099 18 20.     (W)   SCALED
 OR0429* NAVD 88 ORTHO HEIGHT -   513.858 (meters)     1685.88  (feet) ADJUSTED
 OR0429  ______________________________________________________________________
 OR0429  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 OR0429  DYNAMIC HEIGHT  -        513.736 (meters)     1685.48  (feet) COMP
 OR0429  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 OR0429
 OR0429  VERT ORDER      -  FIRST     CLASS II
 OR0429
 OR0429.The horizontal coordinates were scaled from a map and have
 OR0429.an estimated accuracy of +/- 6 seconds.
 OR0429
 OR0429.The orthometric height was determined by differential leveling and
 OR0429.adjusted by the NATIONAL GEODETIC SURVEY
 OR0429.in June 1991.
 OR0429
 OR0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0429.GEOID18 height accuracy estimate available here.
 OR0429
 OR0429.Click photographs - Photos may exist for this station.
 OR0429
 OR0429.The dynamic height is computed by dividing the NAVD 88
 OR0429.geopotential number by the normal gravity value computed on the
 OR0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0429.degrees latitude (g = 980.6199 gals.).
 OR0429
 OR0429.The modeled gravity was interpolated from observed gravity values.
 OR0429
 OR0429;                    North         East    Units  Estimated Accuracy
 OR0429;SPC SD S     -   176,530.      682,540.      MT  (+/- 180 meters Scaled)
 OR0429
 OR0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP754627(NAD 83)
 OR0429
 OR0429                          SUPERSEDED SURVEY CONTROL
 OR0429
 OR0429  NGVD 29 (??/??/92)  513.530  (m)         1684.81   (f) ADJ UNCH    1 2
 OR0429
 OR0429.Superseded values are not recommended for survey control.
 OR0429
 OR0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0429.See file dsdata.pdf to determine how the superseded data were derived.
 OR0429
 OR0429_MARKER: DB = BENCH MARK DISK
 OR0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0429_STAMPING: A 349 1949
 OR0429_MARK LOGO: CGS
 OR0429_PROJECTION: FLUSH
 OR0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0429+STABILITY: SURFACE MOTION
 OR0429
 OR0429  HISTORY     - Date     Condition        Report By
 OR0429  HISTORY     - 1949     MONUMENTED       CGS
 OR0429  HISTORY     - 1958     GOOD             CGS
 OR0429  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0429
 OR0429                          STATION DESCRIPTION
 OR0429
 OR0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0429'8.5 MI N FROM CHAMBERLAIN.
 OR0429'8.5 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL AT
 OR0429'CHAMBERLAIN, AT THE SOUTH END OF A U-CURVE AT A GRADE SLOPING
 OR0429'DOWN AND TO THE SOUTH, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 OR0429'THE HIGHWAY, 153 FEET NORTHEAST OF A FENCE POST AT AN ANGLE
 OR0429'IN THE EAST RIGHT-OF-WAY FENCE, 2 FEET NORTHWEST OF A REFERENCE
 OR0429'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 OR0429'AND LEVEL WITH THE GROUND, ABOUT 3 FEET BELOW ROAD LEVEL.
 OR0429'NOTE-- IT IS ON THE RIGHT-OF-WAY OF THE OLD HIGHWAY.  THE NEW
 OR0429'LOCATION WILL BE TO THE EAST OF THIS MARK.
 OR0429
 OR0429                          STATION RECOVERY (1958)
 OR0429
 OR0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0429'RECOVERED IN GOOD CONDITION.
 OR0429
 OR0429                          STATION RECOVERY (2012)
 OR0429
 OR0429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0444 ***********************************************************************
 PS0444  DESIGNATION -  A 350
 PS0444  PID         -  PS0444
 PS0444  STATE/COUNTY-  SD/HUGHES
 PS0444  COUNTRY     -  US
 PS0444  USGS QUAD   -  JOE CREEK NW (2017)
 PS0444
 PS0444                         *CURRENT SURVEY CONTROL
 PS0444  ______________________________________________________________________
 PS0444* NAD 83(1986) POSITION- 44 09 53.     (N) 099 54 25.     (W)   SCALED
 PS0444* NAVD 88 ORTHO HEIGHT -   442.762 (meters)     1452.63  (feet) ADJUSTED
 PS0444  ______________________________________________________________________
 PS0444  GEOID HEIGHT    -        -24.093 (meters)                     GEOID18
 PS0444  DYNAMIC HEIGHT  -        442.675 (meters)     1452.34  (feet) COMP
 PS0444  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 PS0444
 PS0444  VERT ORDER      -  FIRST     CLASS II
 PS0444
 PS0444.The horizontal coordinates were scaled from a map and have
 PS0444.an estimated accuracy of +/- 6 seconds.
 PS0444
 PS0444.The orthometric height was determined by differential leveling and
 PS0444.adjusted by the NATIONAL GEODETIC SURVEY
 PS0444.in June 1991.
 PS0444
 PS0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0444.GEOID18 height accuracy estimate available here.
 PS0444
 PS0444.Click photographs - Photos may exist for this station.
 PS0444
 PS0444.The dynamic height is computed by dividing the NAVD 88
 PS0444.geopotential number by the normal gravity value computed on the
 PS0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0444.degrees latitude (g = 980.6199 gals.).
 PS0444
 PS0444.The modeled gravity was interpolated from observed gravity values.
 PS0444
 PS0444;                    North         East    Units  Estimated Accuracy
 PS0444;SPC SD S     -   203,540.      634,100.      MT  (+/- 180 meters Scaled)
 PS0444
 PS0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP274905(NAD 83)
 PS0444
 PS0444                          SUPERSEDED SURVEY CONTROL
 PS0444
 PS0444  NGVD 29 (??/??/92)  442.441  (m)         1451.58   (f) ADJ UNCH    1 2
 PS0444
 PS0444.Superseded values are not recommended for survey control.
 PS0444
 PS0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0444.See file dsdata.pdf to determine how the superseded data were derived.
 PS0444
 PS0444_MARKER: DB = BENCH MARK DISK
 PS0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0444_STAMPING: A 350 1949
 PS0444_MARK LOGO: CGS
 PS0444_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0444+STABILITY: SURFACE MOTION
 PS0444
 PS0444  HISTORY     - Date     Condition        Report By
 PS0444  HISTORY     - 1949     MONUMENTED       CGS
 PS0444
 PS0444                          STATION DESCRIPTION
 PS0444
 PS0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0444'3.7 MI NW FROM JOE CREEK.
 PS0444'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 PS0444'JOE CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE
 PS0444'0.7 MILE NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE WEST
 PS0444'ALONG A FIELD ROAD, AT THE SOUTHWEST CORNER OF A CULTIVATED
 PS0444'FIELD, AT THE CORNER OF SECTIONS 7 AND 18, T. 108 N., R. 75 W.,
 PS0444'AND SECTIONS 12 AND 13, T. 108 N., R. 76 W., 35 FEET SOUTHWEST
 PS0444'OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A FENCE,
 PS0444'1.6 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0444'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 PS0444'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0308 ***********************************************************************
 OT0308  DESIGNATION -  A 355
 OT0308  PID         -  OT0308
 OT0308  STATE/COUNTY-  SD/CUSTER
 OT0308  COUNTRY     -  US
 OT0308  USGS QUAD   -  HERMOSA (2017)
 OT0308
 OT0308                         *CURRENT SURVEY CONTROL
 OT0308  ______________________________________________________________________
 OT0308* NAD 83(1986) POSITION- 43 46 53.     (N) 103 11 56.     (W)   SCALED
 OT0308* NAVD 88 ORTHO HEIGHT -  1066.174 (meters)     3497.94  (feet) ADJUSTED
 OT0308  ______________________________________________________________________
 OT0308  GEOID HEIGHT    -        -16.093 (meters)                     GEOID18
 OT0308  DYNAMIC HEIGHT  -       1065.762 (meters)     3496.59  (feet) COMP
 OT0308  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 OT0308
 OT0308  VERT ORDER      -  FIRST     CLASS II
 OT0308
 OT0308.The horizontal coordinates were scaled from a map and have
 OT0308.an estimated accuracy of +/- 6 seconds.
 OT0308
 OT0308.The orthometric height was determined by differential leveling and
 OT0308.adjusted by the NATIONAL GEODETIC SURVEY
 OT0308.in June 1991.
 OT0308
 OT0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0308.GEOID18 height accuracy estimate available here.
 OT0308
 OT0308.Click photographs - Photos may exist for this station.
 OT0308
 OT0308.The dynamic height is computed by dividing the NAVD 88
 OT0308.geopotential number by the normal gravity value computed on the
 OT0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0308.degrees latitude (g = 980.6199 gals.).
 OT0308
 OT0308.The modeled gravity was interpolated from observed gravity values.
 OT0308
 OT0308;                    North         East    Units  Estimated Accuracy
 OT0308;SPC SD S     -   164,850.      369,390.      MT  (+/- 180 meters Scaled)
 OT0308
 OT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ449491(NAD 83)
 OT0308
 OT0308                          SUPERSEDED SURVEY CONTROL
 OT0308
 OT0308  NGVD 29 (??/??/92) 1065.587  (m)         3496.01   (f) ADJ UNCH    1 2
 OT0308
 OT0308.Superseded values are not recommended for survey control.
 OT0308
 OT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0308.See file dsdata.pdf to determine how the superseded data were derived.
 OT0308
 OT0308_MARKER: DB = BENCH MARK DISK
 OT0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0308_STAMPING: A 355 1961
 OT0308_MARK LOGO: CGS
 OT0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0308+STABILITY: SURFACE MOTION
 OT0308
 OT0308  HISTORY     - Date     Condition        Report By
 OT0308  HISTORY     - 1961     MONUMENTED       CGS
 OT0308  HISTORY     - 1963     GOOD             CGS
 OT0308  HISTORY     - 1985     GOOD             NGS
 OT0308
 OT0308                          STATION DESCRIPTION
 OT0308
 OT0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0308'5.2 MI S FROM HERMOSA.
 OT0308'ABOUT 4.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0308'FROM THE STATION AT HERMOSA, THENCE 0.9 MILE EAST ALONG A PAVED
 OT0308'ROAD, IN SECTION 20, T 3 S, R 8 E, AT THE CREST OF A HILL, 235
 OT0308'FEET EAST OF THE CORNER OF A GATE, 58 FEET SOUTH OF THE CENTER
 OT0308'LINE OF THE ROAD, 2 FEET NORTH OF A FENCE, 1.3 FEET NORTHEAST OF
 OT0308'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OT0308'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 OT0308
 OT0308                          STATION RECOVERY (1985)
 OT0308
 OT0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1985 ***********************************************************************
 PU1985  DESIGNATION -  A 358 RESET
 PU1985  PID         -  PU1985
 PU1985  STATE/COUNTY-  SD/BUTTE
 PU1985  COUNTRY     -  US
 PU1985  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1985
 PU1985                         *CURRENT SURVEY CONTROL
 PU1985  ______________________________________________________________________
 PU1985* NAD 83(1986) POSITION- 44 40 50.     (N) 103 51 08.     (W)   SCALED
 PU1985* NAVD 88 ORTHO HEIGHT -   937.777 (meters)     3076.69  (feet) ADJUSTED
 PU1985  ______________________________________________________________________
 PU1985  GEOID HEIGHT    -        -15.358 (meters)                     GEOID18
 PU1985  DYNAMIC HEIGHT  -        937.519 (meters)     3075.84  (feet) COMP
 PU1985  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 PU1985
 PU1985  VERT ORDER      -  FIRST     CLASS II
 PU1985
 PU1985.The horizontal coordinates were scaled from a map and have
 PU1985.an estimated accuracy of +/- 6 seconds.
 PU1985
 PU1985.The orthometric height was determined by differential leveling and
 PU1985.adjusted by the NATIONAL GEODETIC SURVEY
 PU1985.in April 2000.
 PU1985
 PU1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1985.GEOID18 height accuracy estimate available here.
 PU1985
 PU1985.Click photographs - Photos may exist for this station.
 PU1985
 PU1985.The dynamic height is computed by dividing the NAVD 88
 PU1985.geopotential number by the normal gravity value computed on the
 PU1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1985.degrees latitude (g = 980.6199 gals.).
 PU1985
 PU1985.The modeled gravity was interpolated from observed gravity values.
 PU1985
 PU1985;                    North         East    Units  Estimated Accuracy
 PU1985;SPC SD N     -   101,410.      294,710.      MT  (+/- 180 meters Scaled)
 PU1985
 PU1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909481(NAD 83)
 PU1985
 PU1985                          SUPERSEDED SURVEY CONTROL
 PU1985
 PU1985  NAVD 88 (07/28/98)  937.763  (m)         3076.64   (f) SUPERSEDED  1 2
 PU1985  NGVD 29 (04/17/07)  937.26   (m)         3075.0    (f) RESET       3  
 PU1985
 PU1985.Superseded values are not recommended for survey control.
 PU1985
 PU1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1985.See file dsdata.pdf to determine how the superseded data were derived.
 PU1985
 PU1985_MARKER: DV = VERTICAL CONTROL DISK
 PU1985_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1985+WITH SETTING: PAVEMENT
 PU1985_SP_SET: WELL COVER
 PU1985_STAMPING: A 358 RESET 1975
 PU1985_MARK LOGO: NGS
 PU1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1985+STABILITY: SURFACE MOTION
 PU1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1985+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1985
 PU1985  HISTORY     - Date     Condition        Report By
 PU1985  HISTORY     - 1975     MONUMENTED       NGS
 PU1985  HISTORY     - 19951116 GOOD             NGS
 PU1985  HISTORY     - 19960611 GOOD             NGS
 PU1985  HISTORY     - 19980920 GOOD             NGS
 PU1985
 PU1985                          STATION DESCRIPTION
 PU1985
 PU1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU1985'AT BELLE FOURCHE.
 PU1985'NEAR THE JUNCTION OF U.S. HIGHWAYS 85 AND 212 AT THE NORTH EDGE
 PU1985'OF BELLE FOURCHE, 182 FEET NORTH OF THE EXTENDED CENTER LINE
 PU1985'OF HIGHWAY 212, 88 FEET EAST OF THE CENTERLINE OF HIGHWAY 85,
 PU1985'98 FEET WEST OF THE NORTHWEST CORNER OF THE, MOTIVE PARTS
 PU1985'AND SUPPLY, INC. STORE, ON PROPERTY OF THE STORE, SET IN
 PU1985'A DRILL HOLE IN A 7 X 7 FOOT SQUARE CONCRETE SLAB WELL COVER,
 PU1985'0.5 FOOT EAST OF THE WEST EDGE OF THE COVER, AND ABOUT 6-INCHES
 PU1985'ABOVE GROUND.
 PU1985
 PU1985                          STATION RECOVERY (1995)
 PU1985
 PU1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1985'IN BELLE FOURCHE, AT THE INTERSECTION OF U.S. HIGHWAYS 212 AND 85,
 PU1985'NEAR THE WEST EDGE OF A 7 BY 7-FOOT CONCRETE WELL COVER, 60.4 M (198.2
 PU1985'FT) SOUTHWEST OF THE WEST CORNER OF THE MOTIVE PARTS AND SUPPLY
 PU1985'INCORPORATED, 36.9 M (121.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 PU1985'WESTBOUND LANES OF HIGHWAY 212, 22.9 M (75.1 FT) EAST OF THE
 PU1985'CENTERLINE OF HIGHWAY 85, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU1985'HIGHWAY, AND 0.5 M (1.6 FT) EAST OF THE WEST EDGE OF THE COVER. USE
 PU1985'WITH CAUTION--MARK IS SUBJECT TO SURFACE MOTION.  VERTICAL INSTABILITY
 PU1985'IS PROBABLY CAUSED BY SHRINKING AND SWELLING OF A SURROUNDING
 PU1985'BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE CONTENT.
 PU1985
 PU1985                          STATION RECOVERY (1996)
 PU1985
 PU1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU1985'RECOVERED AS DESCRIBED.
 PU1985
 PU1985                          STATION RECOVERY (1998)
 PU1985
 PU1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1985'IN BELLE FOURCHE, AT THE INTERSECTION OF U.S. HIGHWAYS 85 AND 212,
 PU1985'NEAR THE NORTHWEST CORNER OF A CONCRETE WELL COVER, 60.4 M (198.2 FT)
 PU1985'SOUTHWEST OF THE WEST CORNER OF THE MOTIVE PARTS AND SUPPLY
 PU1985'INCORPORATED, 36.9 M (121.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 PU1985'WESTBOUND LANES OF HIGHWAY 212, 22.9 M (75.1 FT) EAST OF THE
 PU1985'CENTERLINE OF HIGHWAY 85, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU1985'HIGHWAY.  NOTE--THIS MARK IS SUBJECT TO MOVEMENT AND SHOULD BE USED
 PU1985'WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2075 ***********************************************************************
 PU2075  DESIGNATION -  A 359
 PU2075  PID         -  PU2075
 PU2075  STATE/COUNTY-  SD/LAWRENCE
 PU2075  COUNTRY     -  US
 PU2075  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2075
 PU2075                         *CURRENT SURVEY CONTROL
 PU2075  ______________________________________________________________________
 PU2075* NAD 83(1986) POSITION- 44 33 28.     (N) 103 53 23.     (W)   SCALED
 PU2075* NAVD 88 ORTHO HEIGHT -  1026.021 (meters)     3366.20  (feet) ADJUSTED
 PU2075  ______________________________________________________________________
 PU2075  GEOID HEIGHT    -        -14.860 (meters)                     GEOID18
 PU2075  DYNAMIC HEIGHT  -       1025.698 (meters)     3365.14  (feet) COMP
 PU2075  MODELED GRAVITY -    980,268.0   (mgal)                       NAVD 88
 PU2075
 PU2075  VERT ORDER      -  SECOND    CLASS 0
 PU2075
 PU2075.The horizontal coordinates were scaled from a map and have
 PU2075.an estimated accuracy of +/- 6 seconds.
 PU2075
 PU2075.The orthometric height was determined by differential leveling and
 PU2075.adjusted by the NATIONAL GEODETIC SURVEY
 PU2075.in June 1991.
 PU2075
 PU2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2075.GEOID18 height accuracy estimate available here.
 PU2075
 PU2075.Click photographs - Photos may exist for this station.
 PU2075
 PU2075.The dynamic height is computed by dividing the NAVD 88
 PU2075.geopotential number by the normal gravity value computed on the
 PU2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2075.degrees latitude (g = 980.6199 gals.).
 PU2075
 PU2075.The modeled gravity was interpolated from observed gravity values.
 PU2075
 PU2075;                    North         East    Units  Estimated Accuracy
 PU2075;SPC SD N     -    87,930.      291,080.      MT  (+/- 180 meters Scaled)
 PU2075
 PU2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK881344(NAD 83)
 PU2075
 PU2075                          SUPERSEDED SURVEY CONTROL
 PU2075
 PU2075  NGVD 29 (??/??/92) 1025.501  (m)         3364.50   (f) ADJ UNCH    2 0
 PU2075
 PU2075.Superseded values are not recommended for survey control.
 PU2075
 PU2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2075.See file dsdata.pdf to determine how the superseded data were derived.
 PU2075
 PU2075_MARKER: DB = BENCH MARK DISK
 PU2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2075_STAMPING: A 359 1962
 PU2075_MARK LOGO: CGS
 PU2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2075+STABILITY: SURFACE MOTION
 PU2075
 PU2075  HISTORY     - Date     Condition        Report By
 PU2075  HISTORY     - 1962     MONUMENTED       CGS
 PU2075  HISTORY     - 1984     GOOD             NGS
 PU2075
 PU2075                          STATION DESCRIPTION
 PU2075
 PU2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2075'6.2 MI NW FROM SPEARFISH.
 PU2075'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU2075'AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD HIGHWAY 85, THENCE
 PU2075'1.0 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 2.75 MILE NORTH
 PU2075'ALONG OLD HIGHWAY 85.  AT THE ENTRANCE TO THE HOWARD AND LENE
 PU2075'PERKENS RANCH, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU2075'22 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD TO THE RANCH,
 PU2075'13 FEET SOUTH OF A FENCE CORNER, 2.3 FEET WEST OF A FENCE LINE,
 PU2075'2 FEET NORTH OF A WITNESS POST AND 1 FOOT BELOW THE HIGHWAY,
 PU2075'A POST PROJECTING ABOUT 0.5 OF A FOOT.
 PU2075
 PU2075                          STATION RECOVERY (1984)
 PU2075
 PU2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0579 ***********************************************************************
 NN0579  DESIGNATION -  A 36
 NN0579  PID         -  NN0579
 NN0579  STATE/COUNTY-  SD/GREGORY
 NN0579  COUNTRY     -  US
 NN0579  USGS QUAD   -  BUTTE NW (2017)
 NN0579
 NN0579                         *CURRENT SURVEY CONTROL
 NN0579  ______________________________________________________________________
 NN0579* NAD 83(1986) POSITION- 42 59 54.     (N) 098 52 46.     (W)   SCALED
 NN0579* NAVD 88 ORTHO HEIGHT -   581.265 (meters)     1907.03  (feet) ADJUSTED
 NN0579  ______________________________________________________________________
 NN0579  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 NN0579  DYNAMIC HEIGHT  -        581.050 (meters)     1906.33  (feet) COMP
 NN0579  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 NN0579
 NN0579  VERT ORDER      -  FIRST     CLASS II
 NN0579
 NN0579.The horizontal coordinates were scaled from a map and have
 NN0579.an estimated accuracy of +/- 6 seconds.
 NN0579
 NN0579.The orthometric height was determined by differential leveling and
 NN0579.adjusted by the NATIONAL GEODETIC SURVEY
 NN0579.in June 1994.
 NN0579
 NN0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0579.GEOID18 height accuracy estimate available here.
 NN0579
 NN0579.Click photographs - Photos may exist for this station.
 NN0579
 NN0579.The dynamic height is computed by dividing the NAVD 88
 NN0579.geopotential number by the normal gravity value computed on the
 NN0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0579.degrees latitude (g = 980.6199 gals.).
 NN0579
 NN0579.The modeled gravity was interpolated from observed gravity values.
 NN0579
 NN0579;                    North         East    Units  Estimated Accuracy
 NN0579;SPC SD S     -    74,910.      718,550.      MT  (+/- 180 meters Scaled)
 NN0579
 NN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN098606(NAD 83)
 NN0579
 NN0579                          SUPERSEDED SURVEY CONTROL
 NN0579
 NN0579  NAVD 88 (06/15/91)  581.162  (m)         1906.70   (f) SUPERSEDED  1 2
 NN0579  NGVD 29 (??/??/92)  580.85   (m)         1905.7    (f) COMPUTED    1 2
 NN0579
 NN0579.Superseded values are not recommended for survey control.
 NN0579
 NN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0579.See file dsdata.pdf to determine how the superseded data were derived.
 NN0579
 NN0579_MARKER: DB = BENCH MARK DISK
 NN0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0579_STAMPING: A 36 1933 1905.492
 NN0579_MARK LOGO: CGS
 NN0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0579+STABILITY: SURFACE MOTION
 NN0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0579+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 NN0579
 NN0579  HISTORY     - Date     Condition        Report By
 NN0579  HISTORY     - 1933     MONUMENTED       CGS
 NN0579  HISTORY     - 1946     GOOD             CGS
 NN0579  HISTORY     - 19930928 GOOD             NGS
 NN0579  HISTORY     - 20130115 GOOD             INDIV
 NN0579
 NN0579                          STATION DESCRIPTION
 NN0579
 NN0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0579'2 MI S FROM FAIRFAX.
 NN0579'2.0 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE HIGH SCHOOL AT
 NN0579'FAIRFAX, GREGORY COUNTY, AT THE SOUTH DAKOTA-NEBRASKA STATE
 NN0579'LINE, 53 FEET EAST OF A STONE STATE-LINE MARKER, 53 FEET
 NN0579'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF A
 NN0579'POLE, AND 6 FEET NORTH OF THE ROW OF POLES.  A STANDARD DISK,
 NN0579'STAMPED 1905.492 A 36 1933 AND SET IN THE TOP OF A CONCRETE
 NN0579'POST PROJECTING 7 INCHES ABOVE GROUND.
 NN0579
 NN0579                          STATION RECOVERY (1946)
 NN0579
 NN0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0579'RECOVERED IN GOOD CONDITION.
 NN0579
 NN0579                          STATION RECOVERY (1993)
 NN0579
 NN0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NN0579'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 NN0579'OF MAIN STREET IN BONESTEEL, THENCE 1.3 KM (0.80 MI) SOUTHERLY ALONG
 NN0579'A GRAVELED ROAD, 17.5 M (57.4 FT) SOUTHWEST OF THE CENTER OF THE
 NN0579'ROAD, 16.2 M (53.1 FT) EAST OF A STONE STATE BOUNDARY MARKER, 9.2 M
 NN0579'(30.2 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS
 NN0579'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NN0579'SURFACE.
 NN0579
 NN0579                          STATION RECOVERY (2013)
 NN0579
 NN0579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 NN0579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1921 ***********************************************************************
 PU1921  DESIGNATION -  A 360
 PU1921  PID         -  PU1921
 PU1921  STATE/COUNTY-  SD/BUTTE
 PU1921  COUNTRY     -  US
 PU1921  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1921
 PU1921                         *CURRENT SURVEY CONTROL
 PU1921  ______________________________________________________________________
 PU1921* NAD 83(1986) POSITION- 44 39 59.     (N) 103 50 22.     (W)   SCALED
 PU1921* NAVD 88 ORTHO HEIGHT -   923.089 (meters)     3028.50  (feet) ADJUSTED
 PU1921  ______________________________________________________________________
 PU1921  GEOID HEIGHT    -        -15.346 (meters)                     GEOID18
 PU1921  DYNAMIC HEIGHT  -        922.835 (meters)     3027.67  (feet) COMP
 PU1921  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 PU1921
 PU1921  VERT ORDER      -  SECOND    CLASS 0
 PU1921
 PU1921.The horizontal coordinates were scaled from a map and have
 PU1921.an estimated accuracy of +/- 6 seconds.
 PU1921
 PU1921.The orthometric height was determined by differential leveling and
 PU1921.adjusted by the NATIONAL GEODETIC SURVEY
 PU1921.in June 1991.
 PU1921
 PU1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1921.GEOID18 height accuracy estimate available here.
 PU1921
 PU1921.Click photographs - Photos may exist for this station.
 PU1921
 PU1921.The dynamic height is computed by dividing the NAVD 88
 PU1921.geopotential number by the normal gravity value computed on the
 PU1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1921.degrees latitude (g = 980.6199 gals.).
 PU1921
 PU1921.The modeled gravity was interpolated from observed gravity values.
 PU1921
 PU1921;                    North         East    Units  Estimated Accuracy
 PU1921;SPC SD N     -    99,790.      295,650.      MT  (+/- 180 meters Scaled)
 PU1921
 PU1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK919465(NAD 83)
 PU1921
 PU1921                          SUPERSEDED SURVEY CONTROL
 PU1921
 PU1921  NGVD 29 (??/??/92)  922.600  (m)         3026.90   (f) ADJ UNCH    2 0
 PU1921
 PU1921.Superseded values are not recommended for survey control.
 PU1921
 PU1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1921.See file dsdata.pdf to determine how the superseded data were derived.
 PU1921
 PU1921_MARKER: DB = BENCH MARK DISK
 PU1921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1921_SP_SET: FOUNDATION
 PU1921_STAMPING: A 360 1962
 PU1921_MARK LOGO: CGS
 PU1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1921
 PU1921  HISTORY     - Date     Condition        Report By
 PU1921  HISTORY     - 1962     MONUMENTED       CGS
 PU1921
 PU1921                          STATION DESCRIPTION
 PU1921
 PU1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1921'AT BELLE FOURCHE.
 PU1921'0.7 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1921'THE STATION AT BELLE FOURCHE, ABOUT 76 YARDS SOUTHWEST OF THE
 PU1921'SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE RED WATER RIVER.
 PU1921'SET VERTICAL IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE
 PU1921'CONCRETE FOUNDATION OF THE WAREHOUSE FOR STEENS FEED MILL, 43
 PU1921'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 1.3 FEET
 PU1921'WEST OF THE NORTHEAST CORNER OF THE BUILDING, 1.3 FEET ABOVE
 PU1921'THE SIDEWALK, ABOUT LEVEL WITH THE TRACK, SET VERTICAL.
 PU1921'SECTION NO 11- R 2E- T 8N
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1636 ***********************************************************************
 PU1636  DESIGNATION -  A 361
 PU1636  PID         -  PU1636
 PU1636  STATE/COUNTY-  SD/MEADE
 PU1636  COUNTRY     -  US
 PU1636  USGS QUAD   -  STURGIS (2017)
 PU1636
 PU1636                         *CURRENT SURVEY CONTROL
 PU1636  ______________________________________________________________________
 PU1636* NAD 83(1986) POSITION- 44 24 32.     (N) 103 30 55.     (W)   SCALED
 PU1636* NAVD 88 ORTHO HEIGHT -  1055.619 (meters)     3463.31  (feet) ADJUSTED
 PU1636  ______________________________________________________________________
 PU1636  GEOID HEIGHT    -        -15.223 (meters)                     GEOID18
 PU1636  DYNAMIC HEIGHT  -       1055.277 (meters)     3462.19  (feet) COMP
 PU1636  MODELED GRAVITY -    980,257.4   (mgal)                       NAVD 88
 PU1636
 PU1636  VERT ORDER      -  FIRST     CLASS II
 PU1636
 PU1636.The horizontal coordinates were scaled from a map and have
 PU1636.an estimated accuracy of +/- 6 seconds.
 PU1636
 PU1636.The orthometric height was determined by differential leveling and
 PU1636.adjusted by the NATIONAL GEODETIC SURVEY
 PU1636.in June 1991.
 PU1636
 PU1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1636.GEOID18 height accuracy estimate available here.
 PU1636
 PU1636.Click photographs - Photos may exist for this station.
 PU1636
 PU1636.The dynamic height is computed by dividing the NAVD 88
 PU1636.geopotential number by the normal gravity value computed on the
 PU1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1636.degrees latitude (g = 980.6199 gals.).
 PU1636
 PU1636.The modeled gravity was interpolated from observed gravity values.
 PU1636
 PU1636;                    North         East    Units  Estimated Accuracy
 PU1636;SPC SD N     -    70,040.      320,080.      MT  (+/- 180 meters Scaled)
 PU1636
 PU1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK182183(NAD 83)
 PU1636
 PU1636                          SUPERSEDED SURVEY CONTROL
 PU1636
 PU1636  NGVD 29 (??/??/92) 1055.099  (m)         3461.60   (f) ADJ UNCH    1 2
 PU1636
 PU1636.Superseded values are not recommended for survey control.
 PU1636
 PU1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1636.See file dsdata.pdf to determine how the superseded data were derived.
 PU1636
 PU1636_MARKER: DB = BENCH MARK DISK
 PU1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1636_STAMPING: A 361 1962
 PU1636_MARK LOGO: CGS
 PU1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1636+STABILITY: SURFACE MOTION
 PU1636
 PU1636  HISTORY     - Date     Condition        Report By
 PU1636  HISTORY     - 1962     MONUMENTED       CGS
 PU1636
 PU1636                          STATION DESCRIPTION
 PU1636
 PU1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1636'0.9 MI SE FROM STURGIS.
 PU1636'ABOUT 0.9 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1636'RAILWAY FROM THE STATION AT STURGIS, 12 RAILS NORTHWEST OF A ROAD
 PU1636'CROSSING, AT THE OLD CHICAGO AND NORTH WESTERN RAILWAY STATION,
 PU1636'NOW USED AS STORAGE BUILDING, 20 1/2 FEET NORTHEAST OF THE
 PU1636'NORTHEAST RAIL OF THE MAIN TRACK, 7 FEET SOUTHEAST OF THE SOUTH
 PU1636'CORNER OF THE BUILDING, 1 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 PU1636'EDGE OF SIDEWALK, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE RAILS,
 PU1636'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1431 ***********************************************************************
 PU1431  DESIGNATION -  A 362
 PU1431  PID         -  PU1431
 PU1431  STATE/COUNTY-  SD/MEADE
 PU1431  COUNTRY     -  US
 PU1431  USGS QUAD   -  TILFORD (2017)
 PU1431
 PU1431                         *CURRENT SURVEY CONTROL
 PU1431  ______________________________________________________________________
 PU1431* NAD 83(1986) POSITION- 44 19 23.     (N) 103 26 09.     (W)   SCALED
 PU1431* NAVD 88 ORTHO HEIGHT -  1126.369 (meters)     3695.43  (feet) ADJUSTED
 PU1431  ______________________________________________________________________
 PU1431  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 PU1431  DYNAMIC HEIGHT  -       1125.991 (meters)     3694.19  (feet) COMP
 PU1431  MODELED GRAVITY -    980,243.3   (mgal)                       NAVD 88
 PU1431
 PU1431  VERT ORDER      -  FIRST     CLASS II
 PU1431
 PU1431.The horizontal coordinates were scaled from a map and have
 PU1431.an estimated accuracy of +/- 6 seconds.
 PU1431
 PU1431.The orthometric height was determined by differential leveling and
 PU1431.adjusted by the NATIONAL GEODETIC SURVEY
 PU1431.in June 1991.
 PU1431
 PU1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1431.GEOID18 height accuracy estimate available here.
 PU1431
 PU1431.Click photographs - Photos may exist for this station.
 PU1431
 PU1431.The dynamic height is computed by dividing the NAVD 88
 PU1431.geopotential number by the normal gravity value computed on the
 PU1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1431.degrees latitude (g = 980.6199 gals.).
 PU1431
 PU1431.The modeled gravity was interpolated from observed gravity values.
 PU1431
 PU1431;                    North         East    Units  Estimated Accuracy
 PU1431;SPC SD N     -    60,240.      326,000.      MT  (+/- 180 meters Scaled)
 PU1431
 PU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK247089(NAD 83)
 PU1431
 PU1431                          SUPERSEDED SURVEY CONTROL
 PU1431
 PU1431  NGVD 29 (??/??/92) 1125.855  (m)         3693.74   (f) ADJ UNCH    1 2
 PU1431
 PU1431.Superseded values are not recommended for survey control.
 PU1431
 PU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1431.See file dsdata.pdf to determine how the superseded data were derived.
 PU1431
 PU1431_MARKER: DB = BENCH MARK DISK
 PU1431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1431_SP_SET: PILLAR
 PU1431_STAMPING: A 362 1962
 PU1431_MARK LOGO: CGS
 PU1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1431
 PU1431  HISTORY     - Date     Condition        Report By
 PU1431  HISTORY     - 1962     MONUMENTED       CGS
 PU1431  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1431  HISTORY     - 20120806 MARK NOT FOUND   INDIV
 PU1431
 PU1431                          STATION DESCRIPTION
 PU1431
 PU1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1431'8.8 MI SE FROM STURGIS.
 PU1431'ABOUT 8.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1431'RAILWAY FROM THE STATION AT STURGIS, 0.35 MILE NORTHWEST OF MILE
 PU1431'POST 120, AT U.S. HIGHWAY 14, AND STATE HIGHWAY 79 OVERPASS,
 PU1431'11 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 1/2 FEET ABOVE
 PU1431'THE LEVEL OF THE RAILS, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 PU1431'AND SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE PILLAR.
 PU1431
 PU1431                          STATION RECOVERY (1991)
 PU1431
 PU1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1431'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1431
 PU1431                          STATION RECOVERY (2012)
 PU1431
 PU1431'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1431'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1552 ***********************************************************************
 PU1552  DESIGNATION -  A 363
 PU1552  PID         -  PU1552
 PU1552  STATE/COUNTY-  SD/PENNINGTON
 PU1552  COUNTRY     -  US
 PU1552  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1552
 PU1552                         *CURRENT SURVEY CONTROL
 PU1552  ______________________________________________________________________
 PU1552* NAD 83(1986) POSITION- 44 01 50.     (N) 103 07 53.     (W)   SCALED
 PU1552* NAVD 88 ORTHO HEIGHT -   930.215 (meters)     3051.88  (feet) ADJUSTED
 PU1552  ______________________________________________________________________
 PU1552  GEOID HEIGHT    -        -16.428 (meters)                     GEOID18
 PU1552  DYNAMIC HEIGHT  -        929.892 (meters)     3050.82  (feet) COMP
 PU1552  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 PU1552
 PU1552  VERT ORDER      -  FIRST     CLASS II
 PU1552
 PU1552.The horizontal coordinates were scaled from a map and have
 PU1552.an estimated accuracy of +/- 6 seconds.
 PU1552
 PU1552.The orthometric height was determined by differential leveling and
 PU1552.adjusted by the NATIONAL GEODETIC SURVEY
 PU1552.in June 1991.
 PU1552
 PU1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1552.GEOID18 height accuracy estimate available here.
 PU1552
 PU1552.Click photographs - Photos may exist for this station.
 PU1552
 PU1552.The dynamic height is computed by dividing the NAVD 88
 PU1552.geopotential number by the normal gravity value computed on the
 PU1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1552.degrees latitude (g = 980.6199 gals.).
 PU1552
 PU1552.The modeled gravity was interpolated from observed gravity values.
 PU1552
 PU1552;                    North         East    Units  Estimated Accuracy
 PU1552;SPC SD S     -   192,330.      375,750.      MT  (+/- 180 meters Scaled)
 PU1552
 PU1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ497769(NAD 83)
 PU1552
 PU1552                          SUPERSEDED SURVEY CONTROL
 PU1552
 PU1552  NGVD 29 (??/??/92)  929.734  (m)         3050.30   (f) ADJ UNCH    1 2
 PU1552
 PU1552.Superseded values are not recommended for survey control.
 PU1552
 PU1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1552.See file dsdata.pdf to determine how the superseded data were derived.
 PU1552
 PU1552_MARKER: DB = BENCH MARK DISK
 PU1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1552_STAMPING: A 363 1962
 PU1552_MARK LOGO: CGS
 PU1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1552+STABILITY: SURFACE MOTION
 PU1552
 PU1552  HISTORY     - Date     Condition        Report By
 PU1552  HISTORY     - 1962     MONUMENTED       CGS
 PU1552  HISTORY     - 19971222 MARK NOT FOUND   USPSQD
 PU1552  HISTORY     - 20110201 MARK NOT FOUND   INDIV
 PU1552
 PU1552                          STATION DESCRIPTION
 PU1552
 PU1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1552'7 MI SE FROM RAPID CITY.
 PU1552'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1552'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1552'STATION AT RAPID CITY, THENCE 1.2 MILES SOUTH ALONG A GRAVELED
 PU1552'ROAD, IN SECTION 22, T 1 N, R 8 E, 0.7 MILE SOUTH OF A WOODEN
 PU1552'BRIDGE OVER RAPID CREEK, 0.25 MILE NORTH OF A FARMHOUSE AND A
 PU1552'GROVE OF TREES LOCATED ON THE WEST SIDE OF THE ROAD, 26 FEET
 PU1552'WEST OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTH OF THE CENTER
 PU1552'LINE OF A GATE TO A FIELD, 14 FEET NORTH-NORTHEAST OF A POWER
 PU1552'POLE, 1 1/2 FEET EAST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL
 PU1552'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU1552'CONCRETE POST PROJECTING 2-INCHES.
 PU1552
 PU1552                          STATION RECOVERY (1997)
 PU1552
 PU1552'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1552'MARK NOT FOUND.
 PU1552
 PU1552                          STATION RECOVERY (2011)
 PU1552
 PU1552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1509 ***********************************************************************
 PU1509  DESIGNATION -  A 364
 PU1509  PID         -  PU1509
 PU1509  STATE/COUNTY-  SD/PENNINGTON
 PU1509  COUNTRY     -  US
 PU1509  USGS QUAD   -  BOX ELDER (2017)
 PU1509
 PU1509                         *CURRENT SURVEY CONTROL
 PU1509  ______________________________________________________________________
 PU1509* NAD 83(1986) POSITION- 44 06 52.     (N) 103 05 40.     (W)   SCALED
 PU1509* NAVD 88 ORTHO HEIGHT -   930.726 (meters)     3053.56  (feet) ADJUSTED
 PU1509  ______________________________________________________________________
 PU1509  GEOID HEIGHT    -        -16.569 (meters)                     GEOID18
 PU1509  DYNAMIC HEIGHT  -        930.425 (meters)     3052.57  (feet) COMP
 PU1509  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 PU1509
 PU1509  VERT ORDER      -  FIRST     CLASS II
 PU1509
 PU1509.The horizontal coordinates were scaled from a map and have
 PU1509.an estimated accuracy of +/- 6 seconds.
 PU1509
 PU1509.The orthometric height was determined by differential leveling and
 PU1509.adjusted by the NATIONAL GEODETIC SURVEY
 PU1509.in June 1991.
 PU1509
 PU1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1509.GEOID18 height accuracy estimate available here.
 PU1509
 PU1509.Click photographs - Photos may exist for this station.
 PU1509
 PU1509.The dynamic height is computed by dividing the NAVD 88
 PU1509.geopotential number by the normal gravity value computed on the
 PU1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1509.degrees latitude (g = 980.6199 gals.).
 PU1509
 PU1509.The modeled gravity was interpolated from observed gravity values.
 PU1509
 PU1509;                    North         East    Units  Estimated Accuracy
 PU1509;SPC SD S     -   201,540.      379,020.      MT  (+/- 180 meters Scaled)
 PU1509
 PU1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ524863(NAD 83)
 PU1509
 PU1509                          SUPERSEDED SURVEY CONTROL
 PU1509
 PU1509  NGVD 29 (??/??/92)  930.260  (m)         3052.03   (f) ADJ UNCH    1 2
 PU1509
 PU1509.Superseded values are not recommended for survey control.
 PU1509
 PU1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1509.See file dsdata.pdf to determine how the superseded data were derived.
 PU1509
 PU1509_MARKER: DB = BENCH MARK DISK
 PU1509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1509_SP_SET: CULVERT HEADWALL
 PU1509_STAMPING: A 364 1962
 PU1509_MARK LOGO: CGS
 PU1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1509+STABILITY: SURFACE MOTION
 PU1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1509+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 PU1509
 PU1509  HISTORY     - Date     Condition        Report By
 PU1509  HISTORY     - 1962     MONUMENTED       CGS
 PU1509  HISTORY     - 20120719 GOOD             INDIV
 PU1509
 PU1509                          STATION DESCRIPTION
 PU1509
 PU1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1509'1.3 MI W FROM BOX ELDER.
 PU1509'ABOUT 1.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1509'FROM THE POST OFFICE AND STORE AT BOX ELDER, IN SECTION 24,
 PU1509'T 2 N, R 2 E, OR 7.40 MILES NORTHEAST ALONG THE CHICAGO AND
 PU1509'NORTH WESTERN RAILWAY FROM THE STATION AT RAPID CITY, 2 1/2
 PU1509'TELEPHONE POLES WEST OF MILE POST 642, AT A TRIPLE CHANNEL
 PU1509'CONCRETE CULVERT UNDER THE NORTH LANE OF U.S. HIGHWAY 16, 225
 PU1509'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 33 FEET SOUTH OF THE
 PU1509'CENTER LINE OF THE NORTH LANE OF THE HIGHWAY, 3 1/2 FEET BELOW
 PU1509'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE
 PU1509'SOUTH CONCRETE HEADWALL OF THE CULVERT.
 PU1509
 PU1509                          STATION RECOVERY (2012)
 PU1509
 PU1509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1564 ***********************************************************************
 PU1564  DESIGNATION -  A 365
 PU1564  PID         -  PU1564
 PU1564  STATE/COUNTY-  SD/PENNINGTON
 PU1564  COUNTRY     -  US
 PU1564  USGS QUAD   -  BOX ELDER (2017)
 PU1564
 PU1564                         *CURRENT SURVEY CONTROL
 PU1564  ______________________________________________________________________
 PU1564* NAD 83(1986) POSITION- 44 02 19.     (N) 103 03 27.     (W)   SCALED
 PU1564* NAVD 88 ORTHO HEIGHT -   963.203 (meters)     3160.11  (feet) ADJUSTED
 PU1564  ______________________________________________________________________
 PU1564  GEOID HEIGHT    -        -16.755 (meters)                     GEOID18
 PU1564  DYNAMIC HEIGHT  -        962.869 (meters)     3159.01  (feet) COMP
 PU1564  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 PU1564
 PU1564  VERT ORDER      -  FIRST     CLASS II
 PU1564
 PU1564.This mark is at Rapid City Airport (RAP)
 PU1564
 PU1564.The horizontal coordinates were scaled from a map and have
 PU1564.an estimated accuracy of +/- 6 seconds.
 PU1564
 PU1564.The orthometric height was determined by differential leveling and
 PU1564.adjusted by the NATIONAL GEODETIC SURVEY
 PU1564.in June 1991.
 PU1564
 PU1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1564.GEOID18 height accuracy estimate available here.
 PU1564
 PU1564.Click photographs - Photos may exist for this station.
 PU1564
 PU1564.The dynamic height is computed by dividing the NAVD 88
 PU1564.geopotential number by the normal gravity value computed on the
 PU1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1564.degrees latitude (g = 980.6199 gals.).
 PU1564
 PU1564.The modeled gravity was interpolated from observed gravity values.
 PU1564
 PU1564;                    North         East    Units  Estimated Accuracy
 PU1564;SPC SD S     -   193,030.      381,700.      MT  (+/- 180 meters Scaled)
 PU1564
 PU1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ556779(NAD 83)
 PU1564
 PU1564                          SUPERSEDED SURVEY CONTROL
 PU1564
 PU1564  NGVD 29 (??/??/92)  962.731  (m)         3158.56   (f) ADJ UNCH    1 2
 PU1564
 PU1564.Superseded values are not recommended for survey control.
 PU1564
 PU1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1564.See file dsdata.pdf to determine how the superseded data were derived.
 PU1564
 PU1564_MARKER: DB = BENCH MARK DISK
 PU1564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PU1564_SP_SET: HANGER FLOOR
 PU1564_STAMPING: A 365 1962
 PU1564_MARK LOGO: CGS
 PU1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1564
 PU1564  HISTORY     - Date     Condition        Report By
 PU1564  HISTORY     - 1962     MONUMENTED       CGS
 PU1564  HISTORY     - 1972     GOOD             NGS
 PU1564  HISTORY     - 1985     GOOD             NGS
 PU1564
 PU1564                          STATION DESCRIPTION
 PU1564
 PU1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1564'11.1 MI E FROM RAPID CITY.
 PU1564'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1564'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1564'STATION AT RAPID CITY, THENCE 1.5 MILES NORTHEAST ALONG COUNTY
 PU1564'ROAD 435 TO THE MUNICIPAL AIRPORT, THENCE 0.3 MILE SOUTHEAST
 PU1564'ALONG A TRACK ROAD TO THE NATIONAL GUARD HANGER, 2-INCHES
 PU1564'NORTHWEST OF A STEEL TRACK SUPPORTING THE ROLLING-DOORS, AND SET
 PU1564'IN THE TOP OF THE CONCRETE FLOORING IN THE CENTER OF THE SOUTHEAST
 PU1564'ENTRANCE TO THE HANGER.
 PU1564
 PU1564                          STATION RECOVERY (1972)
 PU1564
 PU1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU1564'RECOVERED IN GOOD CONDITION.
 PU1564
 PU1564                          STATION RECOVERY (1985)
 PU1564
 PU1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1564'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PU1564'THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0040 ***********************************************************************
 OT0040  DESIGNATION -  A 366
 OT0040  PID         -  OT0040
 OT0040  STATE/COUNTY-  SD/PENNINGTON
 OT0040  COUNTRY     -  US
 OT0040  USGS QUAD   -  WALL (2017)
 OT0040
 OT0040                         *CURRENT SURVEY CONTROL
 OT0040  ______________________________________________________________________
 OT0040* NAD 83(1986) POSITION- 43 56 11.     (N) 102 14 19.     (W)   SCALED
 OT0040* NAVD 88 ORTHO HEIGHT -   893.230 (meters)     2930.54  (feet) ADJUSTED
 OT0040  ______________________________________________________________________
 OT0040  GEOID HEIGHT    -        -19.008 (meters)                     GEOID18
 OT0040  DYNAMIC HEIGHT  -        892.949 (meters)     2929.62  (feet) COMP
 OT0040  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OT0040
 OT0040  VERT ORDER      -  SECOND    CLASS 0
 OT0040
 OT0040.The horizontal coordinates were scaled from a map and have
 OT0040.an estimated accuracy of +/- 6 seconds.
 OT0040
 OT0040.The orthometric height was determined by differential leveling and
 OT0040.adjusted by the NATIONAL GEODETIC SURVEY
 OT0040.in June 1991.
 OT0040
 OT0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0040.GEOID18 height accuracy estimate available here.
 OT0040
 OT0040.Click photographs - Photos may exist for this station.
 OT0040
 OT0040.The dynamic height is computed by dividing the NAVD 88
 OT0040.geopotential number by the normal gravity value computed on the
 OT0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0040.degrees latitude (g = 980.6199 gals.).
 OT0040
 OT0040.The modeled gravity was interpolated from observed gravity values.
 OT0040
 OT0040;                    North         East    Units  Estimated Accuracy
 OT0040;SPC SD S     -   179,840.      447,050.      MT  (+/- 180 meters Scaled)
 OT0040
 OT0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ216685(NAD 83)
 OT0040
 OT0040                          SUPERSEDED SURVEY CONTROL
 OT0040
 OT0040  NGVD 29 (??/??/92)  892.768  (m)         2929.02   (f) ADJ UNCH    2 0
 OT0040
 OT0040.Superseded values are not recommended for survey control.
 OT0040
 OT0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0040.See file dsdata.pdf to determine how the superseded data were derived.
 OT0040
 OT0040_MARKER: DB = BENCH MARK DISK
 OT0040_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0040+WITH SETTING: INFORMATION.
 OT0040_STAMPING: A 366 1962
 OT0040_MARK LOGO: CGS
 OT0040_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0040_ROD/PIPE-DEPTH: 2.1 meters
 OT0040
 OT0040  HISTORY     - Date     Condition        Report By
 OT0040  HISTORY     - 1962     MONUMENTED       CGS
 OT0040
 OT0040                          STATION DESCRIPTION
 OT0040
 OT0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0040'4 MI S FROM WALL.
 OT0040'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0040'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0040'THENCE 3.65 MILE SOUTH ALONG U.S. HIGHWAY 16 ALTERNATE,
 OT0040'IN SECTION 20, T 1 S, R 16 E, ABOUT 300 FEET SOUTH OF THE
 OT0040'CREST OF A HILL, ABOUT 0.3 MILE SOUTH OF A POND ON THE EAST
 OT0040'SIDE OF THE HIGHWAY, 90 FEET NORTH OF A POWER POLE, 51 1/2 FEET
 OT0040'EAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTH OF THE
 OT0040'CENTER LINE OF A GATE AND A TRAIL ROAD LEADING EAST, 1 1/2
 OT0040'FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 OT0040'1 1/2 FEET BELOW THE ROAD, AND ON THE TOP OF A 5/8 INCH COPPER
 OT0040'COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED
 OT0040'IN A 6 INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0077 ***********************************************************************
 OT0077  DESIGNATION -  A 367
 OT0077  PID         -  OT0077
 OT0077  STATE/COUNTY-  SD/PENNINGTON
 OT0077  COUNTRY     -  US
 OT0077  USGS QUAD   -  WALL SE (2017)
 OT0077
 OT0077                         *CURRENT SURVEY CONTROL
 OT0077  ______________________________________________________________________
 OT0077* NAD 83(1986) POSITION- 43 47 44.76   (N) 102 03 41.67   (W)   HD_HELD1
 OT0077* NAVD 88 ORTHO HEIGHT -   830.766 (meters)     2725.60  (feet) ADJUSTED
 OT0077  ______________________________________________________________________
 OT0077  GEOID HEIGHT    -        -19.638 (meters)                     GEOID18
 OT0077  DYNAMIC HEIGHT  -        830.498 (meters)     2724.73  (feet) COMP
 OT0077  MODELED GRAVITY -    980,268.8   (mgal)                       NAVD 88
 OT0077
 OT0077  VERT ORDER      -  SECOND    CLASS 0
 OT0077
 OT0077.The horizontal coordinates were determined by differentially corrected
 OT0077.hand held GPS observations or other comparable positioning techniques
 OT0077.and have an estimated accuracy of +/- 3 meters.
 OT0077
 OT0077.The orthometric height was determined by differential leveling and
 OT0077.adjusted by the NATIONAL GEODETIC SURVEY
 OT0077.in June 1991.
 OT0077
 OT0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0077.GEOID18 height accuracy estimate available here.
 OT0077
 OT0077.Click photographs - Photos may exist for this station.
 OT0077
 OT0077.The dynamic height is computed by dividing the NAVD 88
 OT0077.geopotential number by the normal gravity value computed on the
 OT0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0077.degrees latitude (g = 980.6199 gals.).
 OT0077
 OT0077.The modeled gravity was interpolated from observed gravity values.
 OT0077
 OT0077;                    North         East    Units  Estimated Accuracy
 OT0077;SPC SD S     -   163,911.3     460,932.0     MT  (+/- 3 meters HH1 GPS) 
 OT0077
 OT0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3639653386(NAD 83)
 OT0077
 OT0077                          SUPERSEDED SURVEY CONTROL
 OT0077
 OT0077  NGVD 29 (??/??/92)  830.302  (m)         2724.08   (f) ADJ UNCH    2 0
 OT0077
 OT0077.Superseded values are not recommended for survey control.
 OT0077
 OT0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0077.See file dsdata.pdf to determine how the superseded data were derived.
 OT0077
 OT0077_MARKER: DB = BENCH MARK DISK
 OT0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0077_STAMPING: A 367 1962
 OT0077_MARK LOGO: CGS
 OT0077_PROJECTION: FLUSH
 OT0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0077+STABILITY: SURFACE MOTION
 OT0077
 OT0077  HISTORY     - Date     Condition        Report By
 OT0077  HISTORY     - 1962     MONUMENTED       CGS
 OT0077  HISTORY     - 20160913 GOOD             USPSQD
 OT0077
 OT0077                          STATION DESCRIPTION
 OT0077
 OT0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0077'8.6 MI NW FROM INTERIOR.
 OT0077'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL,
 OT0077'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 4.7
 OT0077'MILES NORTHWEST ALONG A GRADED ROAD, THENCE 1.1 MILES NORTHWEST
 OT0077'ALONG U.S. HIGHWAY 16A, 0.5 MILE SOUTH-SOUTHWEST OF A DIRT
 OT0077'ROAD JUNCTION LEADING NORTH, 272 FEET WEST OF AND ACROSS AN
 OT0077'ASPHALT PARKING AREA FROM THE WEST END OF A SIGN BOARD ON A
 OT0077'HILL, 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET
 OT0077'ABOVE THE LEVEL OF THE HIGHWAY, 50 FEET WEST OF THE CENTER
 OT0077'LINE OF THE PARKING AREA, 24 FEET WEST OF A WOODEN CURBING ON THE
 OT0077'WEST EDGE OF THE PARKING AREA, IN THE CENTER OF A SMALL DIRT
 OT0077'ISLAND BETWEEN THE PARKING AREA AND THE HIGHWAY, AND SET
 OT0077'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OT0077
 OT0077                          STATION RECOVERY (2016)
 OT0077
 OT0077'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0077'MARK IS 30 FT (9.1 M) WEST OF WOODEN CURB OF PARKING LOT, 35 FT (10.7
 OT0077'M) SOUTHEAST OF EAST POST OF PANORAMA POINT OVERLOOK SIGN IN GRASSY
 OT0077'ISLAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1641 ***********************************************************************
 PU1641  DESIGNATION -  A 368
 PU1641  PID         -  PU1641
 PU1641  STATE/COUNTY-  SD/MEADE
 PU1641  COUNTRY     -  US
 PU1641  USGS QUAD   -  STURGIS (2017)
 PU1641
 PU1641                         *CURRENT SURVEY CONTROL
 PU1641  ______________________________________________________________________
 PU1641* NAD 83(1986) POSITION- 44 24 51.     (N) 103 31 23.     (W)   SCALED
 PU1641* NAVD 88 ORTHO HEIGHT -  1057.938 (meters)     3470.92  (feet) ADJUSTED
 PU1641  ______________________________________________________________________
 PU1641  GEOID HEIGHT    -        -15.215 (meters)                     GEOID18
 PU1641  DYNAMIC HEIGHT  -       1057.596 (meters)     3469.80  (feet) COMP
 PU1641  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 PU1641
 PU1641  VERT ORDER      -  FIRST     CLASS II
 PU1641
 PU1641.The horizontal coordinates were scaled from a map and have
 PU1641.an estimated accuracy of +/- 6 seconds.
 PU1641
 PU1641.The orthometric height was determined by differential leveling and
 PU1641.adjusted by the NATIONAL GEODETIC SURVEY
 PU1641.in October 1997.
 PU1641
 PU1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1641.GEOID18 height accuracy estimate available here.
 PU1641
 PU1641.Click photographs - Photos may exist for this station.
 PU1641
 PU1641.The dynamic height is computed by dividing the NAVD 88
 PU1641.geopotential number by the normal gravity value computed on the
 PU1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1641.degrees latitude (g = 980.6199 gals.).
 PU1641
 PU1641.The modeled gravity was interpolated from observed gravity values.
 PU1641
 PU1641;                    North         East    Units  Estimated Accuracy
 PU1641;SPC SD N     -    70,650.      319,490.      MT  (+/- 180 meters Scaled)
 PU1641
 PU1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK175189(NAD 83)
 PU1641
 PU1641                          SUPERSEDED SURVEY CONTROL
 PU1641
 PU1641  NAVD 88 (06/15/91) 1057.942  (m)         3470.93   (f) SUPERSEDED  1 2
 PU1641  NGVD 29 (??/??/92) 1057.422  (m)         3469.23   (f) ADJ UNCH    1 2
 PU1641
 PU1641.Superseded values are not recommended for survey control.
 PU1641
 PU1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1641.See file dsdata.pdf to determine how the superseded data were derived.
 PU1641
 PU1641_MARKER: DB = BENCH MARK DISK
 PU1641_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1641_SP_SET: ABUTMENT
 PU1641_STAMPING: A 368 1962
 PU1641_MARK LOGO: CGS
 PU1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1641+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1995
 PU1641
 PU1641  HISTORY     - Date     Condition        Report By
 PU1641  HISTORY     - 1962     MONUMENTED       CGS
 PU1641  HISTORY     - 1963     GOOD             CGS
 PU1641  HISTORY     - 19910819 GOOD             NGS
 PU1641  HISTORY     - 19950516 GOOD             NGS
 PU1641  HISTORY     - 20120815 POOR             INDIV
 PU1641
 PU1641                          STATION DESCRIPTION
 PU1641
 PU1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1641'0.2 MI E FROM STURGIS.
 PU1641'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1641'FROM THE STATION AT STURGIS, IN SECTION 9, T 5 N, R 5 E, 4 1/2
 PU1641'FEET SOUTH OF THE SOUTH RAIL, ABOUT LEVEL WITH THE RAIL, AND SET
 PU1641'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE U.S.
 PU1641'HIGHWAY 14A UNDERPASS.
 PU1641
 PU1641                          STATION RECOVERY (1963)
 PU1641
 PU1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1641'RECOVERED IN GOOD CONDITION.
 PU1641
 PU1641                          STATION RECOVERY (1991)
 PU1641
 PU1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1641'1.0 KM (0.60 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PU1641'STURGIS, IN TOP OF AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST END
 PU1641'OF THE SOUTHEAST CONCRETE ABUTMENT OF A CHICAGO AND NORTHWESTERN
 PU1641'RAILROAD OVERPASS OF A STREET, 74.5 M (244.4 FT) SOUTHWEST OF THE
 PU1641'CENTER OF MAIN STREET, 6.6 M (21.7 FT) EAST OF THE CENTER OF THE
 PU1641'STREET, AND 1.2 M (3.9 FT) SOUTHWEST OF AND LEVEL WITH THE NEAR RAIL.
 PU1641
 PU1641                          STATION RECOVERY (1995)
 PU1641
 PU1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1641'1.0 KM (0.60 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PU1641'STURGIS, IN TOP OF AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST END
 PU1641'OF THE SOUTHEAST CONCRETE ABUTMENT OF A CHICAGO AND NORTHWESTERN
 PU1641'RAILROAD OVERPASS OF A STREET, 74.5 M (244.4 FT) SOUTHWEST OF THE
 PU1641'CENTER OF MAIN STREET, 6.6 M (21.7 FT) EAST OF THE CENTER OF THE
 PU1641'STREET, 1.2 M (3.9 FT) SOUTHWEST OF THE NEAR RAIL, AND LEVEL WITH THE
 PU1641'TRACK.
 PU1641
 PU1641                          STATION RECOVERY (2012)
 PU1641
 PU1641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1641'DISK IS BROKEN OFF, GONE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1781 ***********************************************************************
 PU1781  DESIGNATION -  A 369
 PU1781  PID         -  PU1781
 PU1781  STATE/COUNTY-  SD/BUTTE
 PU1781  COUNTRY     -  US
 PU1781  USGS QUAD   -  MUD BUTTES (2017)
 PU1781
 PU1781                         *CURRENT SURVEY CONTROL
 PU1781  ______________________________________________________________________
 PU1781* NAD 83(1986) POSITION- 44 50 39.     (N) 103 49 54.     (W)   SCALED
 PU1781* NAVD 88 ORTHO HEIGHT -   925.737 (meters)     3037.19  (feet) ADJUSTED
 PU1781  ______________________________________________________________________
 PU1781  GEOID HEIGHT    -        -15.721 (meters)                     GEOID18
 PU1781  DYNAMIC HEIGHT  -        925.493 (meters)     3036.39  (feet) COMP
 PU1781  MODELED GRAVITY -    980,321.8   (mgal)                       NAVD 88
 PU1781
 PU1781  VERT ORDER      -  FIRST     CLASS II
 PU1781
 PU1781.The horizontal coordinates were scaled from a map and have
 PU1781.an estimated accuracy of +/- 6 seconds.
 PU1781
 PU1781.The orthometric height was determined by differential leveling and
 PU1781.adjusted by the NATIONAL GEODETIC SURVEY
 PU1781.in April 2000.
 PU1781
 PU1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1781.GEOID18 height accuracy estimate available here.
 PU1781
 PU1781.Click photographs - Photos may exist for this station.
 PU1781
 PU1781.The dynamic height is computed by dividing the NAVD 88
 PU1781.geopotential number by the normal gravity value computed on the
 PU1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1781.degrees latitude (g = 980.6199 gals.).
 PU1781
 PU1781.The modeled gravity was interpolated from observed gravity values.
 PU1781
 PU1781;                    North         East    Units  Estimated Accuracy
 PU1781;SPC SD N     -   119,490.      297,200.      MT  (+/- 180 meters Scaled)
 PU1781
 PU1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK923663(NAD 83)
 PU1781
 PU1781                          SUPERSEDED SURVEY CONTROL
 PU1781
 PU1781  NAVD 88 (06/15/91)  925.745  (m)         3037.22   (f) SUPERSEDED  1 2
 PU1781  NGVD 29 (??/??/92)  925.261  (m)         3035.63   (f) ADJ UNCH    1 2
 PU1781
 PU1781.Superseded values are not recommended for survey control.
 PU1781
 PU1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1781.See file dsdata.pdf to determine how the superseded data were derived.
 PU1781
 PU1781_MARKER: DB = BENCH MARK DISK
 PU1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1781_STAMPING: A 369 1962
 PU1781_MARK LOGO: CGS
 PU1781_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1781+STABILITY: SURFACE MOTION
 PU1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1781+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1781
 PU1781  HISTORY     - Date     Condition        Report By
 PU1781  HISTORY     - 1962     MONUMENTED       CGS
 PU1781  HISTORY     - 19980920 GOOD             NGS
 PU1781
 PU1781                          STATION DESCRIPTION
 PU1781
 PU1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1781'12.4 MI N FROM BELLE FOURCHE.
 PU1781'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1781'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, AT A Y ROAD
 PU1781'JUNCTION IN SECTION 1, T 10 N, R 2 E, 62 FEET WEST OF THE CENTER
 PU1781'LINE OF THE HIGHWAY, 68 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 PU1781'ROAD, 188 FEET NORTH OF THE INTERSECTION OF THE HIGHWAY AND THE
 PU1781'GRAVELED ROAD, 19 FEET EAST OF THE CENTER OF A WIRE GATE, 2 1/2
 PU1781'FEET SOUTH OF A FENCE, 3.0 FEET WEST OF A METAL WITNESS POST,
 PU1781'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1781'POST PROJECTING 6-INCHES.
 PU1781
 PU1781                          STATION RECOVERY (1998)
 PU1781
 PU1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1781'18.6 KM (11.55 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1781'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 381.0 M (1250.0 FT) NORTH OF
 PU1781'MILEPOST 68, 58.3 M (191.3 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PU1781'20.0 M (65.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 4.5 M (14.8
 PU1781'FT) EAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 PU1781'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1781'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY WILLIAM
 PU1781'BRINDLEY, HC 64, BOX 44, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0373 ***********************************************************************
 OR0373  DESIGNATION -  A 37
 OR0373  PID         -  OR0373
 OR0373  STATE/COUNTY-  SD/BRULE
 OR0373  COUNTRY     -  US
 OR0373  USGS QUAD   -  CEDAR GROVE COLONY (2017)
 OR0373
 OR0373                         *CURRENT SURVEY CONTROL
 OR0373  ______________________________________________________________________
 OR0373* NAD 83(1986) POSITION- 43 34 26.     (N) 098 51 02.     (W)   SCALED
 OR0373* NAVD 88 ORTHO HEIGHT -   497.930 (meters)     1633.63  (feet) ADJUSTED
 OR0373  ______________________________________________________________________
 OR0373  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 OR0373  DYNAMIC HEIGHT  -        497.780 (meters)     1633.13  (feet) COMP
 OR0373  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 OR0373
 OR0373  VERT ORDER      -  FIRST     CLASS II
 OR0373
 OR0373.The horizontal coordinates were scaled from a map and have
 OR0373.an estimated accuracy of +/- 6 seconds.
 OR0373
 OR0373.The orthometric height was determined by differential leveling and
 OR0373.adjusted by the NATIONAL GEODETIC SURVEY
 OR0373.in June 1991.
 OR0373
 OR0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0373.GEOID18 height accuracy estimate available here.
 OR0373
 OR0373.Click photographs - Photos may exist for this station.
 OR0373
 OR0373.The dynamic height is computed by dividing the NAVD 88
 OR0373.geopotential number by the normal gravity value computed on the
 OR0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0373.degrees latitude (g = 980.6199 gals.).
 OR0373
 OR0373.The modeled gravity was interpolated from observed gravity values.
 OR0373
 OR0373;                    North         East    Units  Estimated Accuracy
 OR0373;SPC SD S     -   138,880.      719,760.      MT  (+/- 180 meters Scaled)
 OR0373
 OR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP120245(NAD 83)
 OR0373
 OR0373                          SUPERSEDED SURVEY CONTROL
 OR0373
 OR0373  NGVD 29 (??/??/92)  497.584  (m)         1632.49   (f) ADJ UNCH    1 2
 OR0373
 OR0373.Superseded values are not recommended for survey control.
 OR0373
 OR0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0373.See file dsdata.pdf to determine how the superseded data were derived.
 OR0373
 OR0373_MARKER: DB = BENCH MARK DISK
 OR0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0373_STAMPING: 1632.490 A 37 1933
 OR0373_MARK LOGO: CGS
 OR0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0373+STABILITY: SURFACE MOTION
 OR0373
 OR0373  HISTORY     - Date     Condition        Report By
 OR0373  HISTORY     - 1933     MONUMENTED       CGS
 OR0373  HISTORY     - 1934     GOOD             CGS
 OR0373
 OR0373                          STATION DESCRIPTION
 OR0373
 OR0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0373'13.5 MI N FROM PLATTE.
 OR0373'IN BRULE COUNTY, 13-1/2 MILES NORTH ALONG U.S. HIGHWAY 281
 OR0373'FROM PLATTE, CHARLES MIX COUNTY, ABOUT 2 MILES NORTH OF TORREY
 OR0373'LAKE SCHOOL, 700 FEET NORTH OF THE INTERSECTION OF A SECTION-LINE
 OR0373'ROAD, 10-1/4 POLES SOUTH OF A JOG IN THE HIGHWAY, 41 FEET EAST
 OR0373'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF AN EAST-AND-WEST
 OR0373'FENCE, AND 2 FEET EAST OF THE FENCE ON THE EAST SIDE OF THE
 OR0373'HIGHWAY.  A STANDARD DISK, STAMPED 1632.490 A 37 1933 AND SET IN
 OR0373'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0373
 OR0373                          STATION RECOVERY (1934)
 OR0373
 OR0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0205 ***********************************************************************
 OS0205  DESIGNATION -  A 370
 OS0205  PID         -  OS0205
 OS0205  STATE/COUNTY-  SD/JONES
 OS0205  COUNTRY     -  US
 OS0205  USGS QUAD   -  OKATON NE (2017)
 OS0205
 OS0205                         *CURRENT SURVEY CONTROL
 OS0205  ______________________________________________________________________
 OS0205* NAD 83(1986) POSITION- 43 52 46.     (N) 100 50 20.     (W)   SCALED
 OS0205* NAVD 88 ORTHO HEIGHT -   726.423 (meters)     2383.27  (feet) ADJUSTED
 OS0205  ______________________________________________________________________
 OS0205  GEOID HEIGHT    -        -23.805 (meters)                     GEOID18
 OS0205  DYNAMIC HEIGHT  -        726.185 (meters)     2382.49  (feet) COMP
 OS0205  MODELED GRAVITY -    980,267.8   (mgal)                       NAVD 88
 OS0205
 OS0205  VERT ORDER      -  FIRST     CLASS II
 OS0205
 OS0205.The horizontal coordinates were scaled from a map and have
 OS0205.an estimated accuracy of +/- 6 seconds.
 OS0205
 OS0205.The orthometric height was determined by differential leveling and
 OS0205.adjusted by the NATIONAL GEODETIC SURVEY
 OS0205.in June 1991.
 OS0205
 OS0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0205.GEOID18 height accuracy estimate available here.
 OS0205
 OS0205.Click photographs - Photos may exist for this station.
 OS0205
 OS0205.The dynamic height is computed by dividing the NAVD 88
 OS0205.geopotential number by the normal gravity value computed on the
 OS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0205.degrees latitude (g = 980.6199 gals.).
 OS0205
 OS0205.The modeled gravity was interpolated from observed gravity values.
 OS0205
 OS0205;                    North         East    Units  Estimated Accuracy
 OS0205;SPC SD S     -   171,890.      559,370.      MT  (+/- 180 meters Scaled)
 OS0205
 OS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP522601(NAD 83)
 OS0205
 OS0205                          SUPERSEDED SURVEY CONTROL
 OS0205
 OS0205  NGVD 29 (??/??/92)  725.958  (m)         2381.75   (f) ADJ UNCH    1 2
 OS0205
 OS0205.Superseded values are not recommended for survey control.
 OS0205
 OS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0205.See file dsdata.pdf to determine how the superseded data were derived.
 OS0205
 OS0205_MARKER: DB = BENCH MARK DISK
 OS0205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OS0205_SP_SET: BRIDGE PIER
 OS0205_STAMPING: A 370 1962
 OS0205_MARK LOGO: CGS
 OS0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0205
 OS0205  HISTORY     - Date     Condition        Report By
 OS0205  HISTORY     - 1962     MONUMENTED       CGS
 OS0205  HISTORY     - 1985     GOOD             NGS
 OS0205
 OS0205                          STATION DESCRIPTION
 OS0205
 OS0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0205'3 MI E FROM OKATON.
 OS0205'ABOUT 3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, AND ST. PAUL
 OS0205'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN
 OS0205'SECTION 13, T 2 S, R 27 E, 16 FEET EAST OF THE EAST RAIL, 4 POLES
 OS0205'NORTH OF MILE POST 524, ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL,
 OS0205'AND DRILLED VERTICALLY IN THE NORTH SIDE OF THE NORTH CONCRETE
 OS0205'PIER OF THE 2 PILLERS EAST OF TRACK OF U.S. HIGHWAY 16 OVERPASS.
 OS0205
 OS0205                          STATION RECOVERY (1985)
 OS0205
 OS0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0205'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.37 KM (2.72
 OS0205'MI) EAST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION OF I 90 EXIT
 OS0205'183 AT OKATON, VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CONCRETE
 OS0205'PIER FOR THE BRIDGE OVER THE OLD ABANDON RAILROAD BED, 4.9 METERS (16
 OS0205'FT) EAST OF THE EAST RAIL.
 OS0205'THE MARK IS 0.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0494 ***********************************************************************
 PT0494  DESIGNATION -  A 371
 PT0494  PID         -  PT0494
 PT0494  STATE/COUNTY-  SD/HAAKON
 PT0494  COUNTRY     -  US
 PT0494  USGS QUAD   -  MILESVILLE (2017)
 PT0494
 PT0494                         *CURRENT SURVEY CONTROL
 PT0494  ______________________________________________________________________
 PT0494* NAD 83(1986) POSITION- 44 23 13.     (N) 101 40 45.     (W)   SCALED
 PT0494* NAVD 88 ORTHO HEIGHT -   741.067 (meters)     2431.32  (feet) ADJUSTED
 PT0494  ______________________________________________________________________
 PT0494  GEOID HEIGHT    -        -20.934 (meters)                     GEOID18
 PT0494  DYNAMIC HEIGHT  -        740.871 (meters)     2430.67  (feet) COMP
 PT0494  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 PT0494
 PT0494  VERT ORDER      -  FIRST     CLASS II
 PT0494
 PT0494.The horizontal coordinates were scaled from a map and have
 PT0494.an estimated accuracy of +/- 6 seconds.
 PT0494
 PT0494.The orthometric height was determined by differential leveling and
 PT0494.adjusted by the NATIONAL GEODETIC SURVEY
 PT0494.in June 1991.
 PT0494
 PT0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0494.GEOID18 height accuracy estimate available here.
 PT0494
 PT0494.Click photographs - Photos may exist for this station.
 PT0494
 PT0494.The dynamic height is computed by dividing the NAVD 88
 PT0494.geopotential number by the normal gravity value computed on the
 PT0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0494.degrees latitude (g = 980.6199 gals.).
 PT0494
 PT0494.The modeled gravity was interpolated from observed gravity values.
 PT0494
 PT0494;                    North         East    Units  Estimated Accuracy
 PT0494;SPC SD S     -   229,020.      492,770.      MT  (+/- 180 meters Scaled)
 PT0494
 PT0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ865183(NAD 83)
 PT0494
 PT0494                          SUPERSEDED SURVEY CONTROL
 PT0494
 PT0494  NGVD 29 (??/??/92)  740.603  (m)         2429.80   (f) ADJ UNCH    1 2
 PT0494
 PT0494.Superseded values are not recommended for survey control.
 PT0494
 PT0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0494.See file dsdata.pdf to determine how the superseded data were derived.
 PT0494
 PT0494_MARKER: DB = BENCH MARK DISK
 PT0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0494_STAMPING: A 371 1962
 PT0494_MARK LOGO: CGS
 PT0494_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0494+STABILITY: SURFACE MOTION
 PT0494
 PT0494  HISTORY     - Date     Condition        Report By
 PT0494  HISTORY     - 1962     MONUMENTED       CGS
 PT0494  HISTORY     - 19950717 MARK NOT FOUND   NGS
 PT0494
 PT0494                          STATION DESCRIPTION
 PT0494
 PT0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0494'5 MI S FROM MILESVILLE.
 PT0494'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0494'LUTHERAN HOUR AT MILESVILLE, THENCE 1.0 MILES SOUTH ALONG STATE
 PT0494'HIGHWAY 73, 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12
 PT0494'FEET WEST OF A FENCE CORNER, 1.6 FEET WEST OF A METAL WITNESS
 PT0494'POST, 1 1/2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 PT0494'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 PT0494
 PT0494                          STATION RECOVERY (1995)
 PT0494
 PT0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0494'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PT0494'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0591 ***********************************************************************
 PT0591  DESIGNATION -  A 372
 PT0591  PID         -  PT0591
 PT0591  STATE/COUNTY-  SD/HAAKON
 PT0591  COUNTRY     -  US
 PT0591  USGS QUAD   -  PHILIP (2017)
 PT0591
 PT0591                         *CURRENT SURVEY CONTROL
 PT0591  ______________________________________________________________________
 PT0591* NAD 83(1986) POSITION- 44 02 20.     (N) 101 39 04.     (W)   SCALED
 PT0591* NAVD 88 ORTHO HEIGHT -   655.958 (meters)     2152.09  (feet) ADJUSTED
 PT0591  ______________________________________________________________________
 PT0591  GEOID HEIGHT    -        -21.151 (meters)                     GEOID18
 PT0591  DYNAMIC HEIGHT  -        655.769 (meters)     2151.47  (feet) COMP
 PT0591  MODELED GRAVITY -    980,309.7   (mgal)                       NAVD 88
 PT0591
 PT0591  VERT ORDER      -  SECOND    CLASS 0
 PT0591
 PT0591.The horizontal coordinates were scaled from a map and have
 PT0591.an estimated accuracy of +/- 6 seconds.
 PT0591
 PT0591.The orthometric height was determined by differential leveling and
 PT0591.adjusted by the NATIONAL GEODETIC SURVEY
 PT0591.in June 1991.
 PT0591
 PT0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0591.GEOID18 height accuracy estimate available here.
 PT0591
 PT0591.Click photographs - Photos may exist for this station.
 PT0591
 PT0591.The dynamic height is computed by dividing the NAVD 88
 PT0591.geopotential number by the normal gravity value computed on the
 PT0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0591.degrees latitude (g = 980.6199 gals.).
 PT0591
 PT0591.The modeled gravity was interpolated from observed gravity values.
 PT0591
 PT0591;                    North         East    Units  Estimated Accuracy
 PT0591;SPC SD S     -   190,310.      494,390.      MT  (+/- 180 meters Scaled)
 PT0591
 PT0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP875796(NAD 83)
 PT0591
 PT0591                          SUPERSEDED SURVEY CONTROL
 PT0591
 PT0591  NGVD 29 (??/??/92)  655.509  (m)         2150.62   (f) ADJ UNCH    2 0
 PT0591
 PT0591.Superseded values are not recommended for survey control.
 PT0591
 PT0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0591.See file dsdata.pdf to determine how the superseded data were derived.
 PT0591
 PT0591_MARKER: DB = BENCH MARK DISK
 PT0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0591_STAMPING: A 372 1962
 PT0591_MARK LOGO: CGS
 PT0591_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0591+STABILITY: SURFACE MOTION
 PT0591
 PT0591  HISTORY     - Date     Condition        Report By
 PT0591  HISTORY     - 1962     MONUMENTED       CGS
 PT0591
 PT0591                          STATION DESCRIPTION
 PT0591
 PT0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0591'0.8 MI E FROM PHILIP.
 PT0591'ABOUT 0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN
 PT0591'RAILWAY FROM THE STATION AT PHILIP, AT A PRIVATE ROAD CROSSING
 PT0591'IN SECTION 13, T 1 N, R 20 E, 98 FEET SOUTH OF THE SOUTH RAIL,
 PT0591'58 FEET SOUTHWEST OF A TELEPHONE POLE, 15 FEET EAST OF THE CENTER
 PT0591'LINE OF THE PRIVATE ROAD, 2 FEET NORTH OF A FENCE, 1.6 FEET EAST
 PT0591'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL,
 PT0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0872 ***********************************************************************
 PT0872  DESIGNATION -  A 372 RESET
 PT0872  PID         -  PT0872
 PT0872  STATE/COUNTY-  SD/HAAKON
 PT0872  COUNTRY     -  US
 PT0872  USGS QUAD   -  PHILIP (2017)
 PT0872
 PT0872                         *CURRENT SURVEY CONTROL
 PT0872  ______________________________________________________________________
 PT0872* NAD 83(1986) POSITION- 44 02 20.     (N) 101 39 04.     (W)   SCALED
 PT0872* NAVD 88 ORTHO HEIGHT -   655.75  (meters)     2151.4   (feet) RESET
 PT0872  ______________________________________________________________________
 PT0872  GEOID HEIGHT    -        -21.151 (meters)                     GEOID18
 PT0872  VERT ORDER      -  THIRD
 PT0872
 PT0872.The horizontal coordinates were scaled from a map and have
 PT0872.an estimated accuracy of +/- 6 seconds.
 PT0872
 PT0872.The orthometric height was computed from unverified reset data.
 PT0872
 PT0872.No vertical observational check was made to the station.
 PT0872
 PT0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0872.GEOID18 height accuracy estimate available here.
 PT0872
 PT0872.Click photographs - Photos may exist for this station.
 PT0872
 PT0872;                    North         East    Units  Estimated Accuracy
 PT0872;SPC SD S     -   190,310.      494,390.      MT  (+/- 180 meters Scaled)
 PT0872
 PT0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP875796(NAD 83)
 PT0872
 PT0872                          SUPERSEDED SURVEY CONTROL
 PT0872
 PT0872  NGVD 29 (04/17/07)  655.31   (m)         2150.0    (f) RESET       3  
 PT0872
 PT0872.Superseded values are not recommended for survey control.
 PT0872
 PT0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0872.See file dsdata.pdf to determine how the superseded data were derived.
 PT0872
 PT0872_MARKER: DV = VERTICAL CONTROL DISK
 PT0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0872_STAMPING: A 372 RESET 1981
 PT0872_MARK LOGO: NGS
 PT0872_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0872+STABILITY: SURFACE MOTION
 PT0872
 PT0872  HISTORY     - Date     Condition        Report By
 PT0872  HISTORY     - 1981     MONUMENTED       NGS
 PT0872
 PT0872                          STATION DESCRIPTION
 PT0872
 PT0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 PT0872'1.3 KM (0.8 MI) EAST FROM PHILIP.
 PT0872'1.3 KM (0.8 MI) EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PT0872'FROM THE STATION IN PHILIP, AT A CROSSING, 39.6 METERS (130.0 FEET)
 PT0872'SOUTH OF THE CENTER OF THE TRACK, 7.6 METERS (25.0 FEET) WEST OF
 PT0872'THE CENTER OF THE CROSSING ROAD, 3.7 METERS (12.0 FEET) NORTH OF
 PT0872'A CREEK BANK, AND 0.6 METER (2.0 FEET) SOUTH OF A FENCE.
 PT0872'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 PT0872'THE MARK IS 3.3 FT BELOW TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0437 ***********************************************************************
 OS0437  DESIGNATION -  A 373
 OS0437  PID         -  OS0437
 OS0437  STATE/COUNTY-  SD/JACKSON
 OS0437  COUNTRY     -  US
 OS0437  USGS QUAD   -  KADOKA NE (2017)
 OS0437
 OS0437                         *CURRENT SURVEY CONTROL
 OS0437  ______________________________________________________________________
 OS0437* NAD 83(1986) POSITION- 43 58 23.     (N) 101 33 20.     (W)   SCALED
 OS0437* NAVD 88 ORTHO HEIGHT -   698.249 (meters)     2290.84  (feet) ADJUSTED
 OS0437  ______________________________________________________________________
 OS0437  GEOID HEIGHT    -        -21.506 (meters)                     GEOID18
 OS0437  DYNAMIC HEIGHT  -        698.037 (meters)     2290.14  (feet) COMP
 OS0437  MODELED GRAVITY -    980,292.3   (mgal)                       NAVD 88
 OS0437
 OS0437  VERT ORDER      -  SECOND    CLASS 0
 OS0437
 OS0437.The horizontal coordinates were scaled from a map and have
 OS0437.an estimated accuracy of +/- 6 seconds.
 OS0437
 OS0437.The orthometric height was determined by differential leveling and
 OS0437.adjusted by the NATIONAL GEODETIC SURVEY
 OS0437.in June 1991.
 OS0437
 OS0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0437.GEOID18 height accuracy estimate available here.
 OS0437
 OS0437.Click photographs - Photos may exist for this station.
 OS0437
 OS0437.The dynamic height is computed by dividing the NAVD 88
 OS0437.geopotential number by the normal gravity value computed on the
 OS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0437.degrees latitude (g = 980.6199 gals.).
 OS0437
 OS0437.The modeled gravity was interpolated from observed gravity values.
 OS0437
 OS0437;                    North         East    Units  Estimated Accuracy
 OS0437;SPC SD S     -   182,880.      501,940.      MT  (+/- 180 meters Scaled)
 OS0437
 OS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP950720(NAD 83)
 OS0437
 OS0437                          SUPERSEDED SURVEY CONTROL
 OS0437
 OS0437  NGVD 29 (??/??/92)  697.790  (m)         2289.33   (f) ADJ UNCH    2 0
 OS0437
 OS0437.Superseded values are not recommended for survey control.
 OS0437
 OS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0437.See file dsdata.pdf to determine how the superseded data were derived.
 OS0437
 OS0437_MARKER: DB = BENCH MARK DISK
 OS0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0437_STAMPING: A 373 1962
 OS0437_MARK LOGO: CGS
 OS0437_PROJECTION: PROJECTING 122 CENTIMETERS
 OS0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0437+STABILITY: SURFACE MOTION
 OS0437
 OS0437  HISTORY     - Date     Condition        Report By
 OS0437  HISTORY     - 1962     MONUMENTED       CGS
 OS0437
 OS0437                          STATION DESCRIPTION
 OS0437
 OS0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0437'15.4 MI SE FROM PHILIP.
 OS0437'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0437'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0437'EAST ALONG A GRAVELED ROAD, THENCE 2.3 MILES NORTH ALONG A
 OS0437'GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A GRADED DIRT ROAD,
 OS0437'THENCE 0.3 MILE SOUTHEAST AND ACROSS COUNTRY, 0.1 MILE SOUTHEAST
 OS0437'OF E 10 H 1961 TRIANGULATION STATION, AND SET IN THE TOP OF THE
 OS0437'NORTH SIDE OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0707 ***********************************************************************
 PT0707  DESIGNATION -  A 374
 PT0707  PID         -  PT0707
 PT0707  STATE/COUNTY-  SD/HAAKON
 PT0707  COUNTRY     -  US
 PT0707  USGS QUAD   -  HILLAND (2017)
 PT0707
 PT0707                         *CURRENT SURVEY CONTROL
 PT0707  ______________________________________________________________________
 PT0707* NAD 83(1986) POSITION- 44 17 02.43   (N) 101 52 04.25   (W)   HD_HELD1
 PT0707* NAVD 88 ORTHO HEIGHT -   795.214 (meters)     2608.96  (feet) ADJUSTED
 PT0707  ______________________________________________________________________
 PT0707  GEOID HEIGHT    -        -20.322 (meters)                     GEOID18
 PT0707  DYNAMIC HEIGHT  -        794.991 (meters)     2608.23  (feet) COMP
 PT0707  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 PT0707
 PT0707  VERT ORDER      -  SECOND    CLASS 0
 PT0707
 PT0707.The horizontal coordinates were determined by differentially corrected
 PT0707.hand held GPS observations or other comparable positioning techniques
 PT0707.and have an estimated accuracy of +/- 3 meters.
 PT0707
 PT0707.The orthometric height was determined by differential leveling and
 PT0707.adjusted by the NATIONAL GEODETIC SURVEY
 PT0707.in June 1991.
 PT0707
 PT0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0707.GEOID18 height accuracy estimate available here.
 PT0707
 PT0707.Click photographs - Photos may exist for this station.
 PT0707
 PT0707.The dynamic height is computed by dividing the NAVD 88
 PT0707.geopotential number by the normal gravity value computed on the
 PT0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0707.degrees latitude (g = 980.6199 gals.).
 PT0707
 PT0707.The modeled gravity was interpolated from observed gravity values.
 PT0707
 PT0707;                    North         East    Units  Estimated Accuracy
 PT0707;SPC SD S     -   217,842.4     477,521.2     MT  (+/- 3 meters HH1 GPS) 
 PT0707
 PT0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7117007418(NAD 83)
 PT0707
 PT0707                          SUPERSEDED SURVEY CONTROL
 PT0707
 PT0707  NGVD 29 (??/??/92)  794.748  (m)         2607.44   (f) ADJ UNCH    2 0
 PT0707
 PT0707.Superseded values are not recommended for survey control.
 PT0707
 PT0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0707.See file dsdata.pdf to determine how the superseded data were derived.
 PT0707
 PT0707_MARKER: DB = BENCH MARK DISK
 PT0707_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0707+WITH SETTING: INFORMATION.
 PT0707_STAMPING: A 374 1962
 PT0707_MARK LOGO: CGS
 PT0707_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0707_ROD/PIPE-DEPTH: 2.7 meters
 PT0707
 PT0707  HISTORY     - Date     Condition        Report By
 PT0707  HISTORY     - 1962     MONUMENTED       CGS
 PT0707
 PT0707                          STATION DESCRIPTION
 PT0707
 PT0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0707'0.5 MI W FROM HILLAND.
 PT0707'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0707'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVELED ROAD
 PT0707'AND A NORTH-SOUTH ROAD, IN SECTION 30, T 4 N, R 19 E, 96 FEET
 PT0707'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 37 FEET WEST
 PT0707'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 3 1/2 FEET NORTH
 PT0707'OF A POWER POLE, 1 1/2 FEET NORTHEAST OF A FENCE, 2 FEET WEST
 PT0707'OF A NORTH-SOUTH FENCE, 1.0 FEET SOUTH OF A METAL WITNESS POST,
 PT0707'ABOUT LEVEL WITH THE ROAD, CLAMPED ON A 5/8 INCH COPPER-COATED
 PT0707'ROD WHICH IS DRIVEN TO A DEPTH OF 9 FEET, AND ENCASED IN A
 PT0707'6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0373 ***********************************************************************
 PU0373  DESIGNATION -  A 375
 PU0373  PID         -  PU0373
 PU0373  STATE/COUNTY-  SD/PENNINGTON
 PU0373  COUNTRY     -  US
 PU0373  USGS QUAD   -  PEDRO SE (2017)
 PU0373
 PU0373                         *CURRENT SURVEY CONTROL
 PU0373  ______________________________________________________________________
 PU0373* NAD 83(1986) POSITION- 44 22 09.     (N) 102 03 59.     (W)   SCALED
 PU0373* NAVD 88 ORTHO HEIGHT -   767.238 (meters)     2517.18  (feet) ADJUSTED
 PU0373  ______________________________________________________________________
 PU0373  GEOID HEIGHT    -        -19.777 (meters)                     GEOID18
 PU0373  DYNAMIC HEIGHT  -        767.039 (meters)     2516.53  (feet) COMP
 PU0373  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 PU0373
 PU0373  VERT ORDER      -  SECOND    CLASS 0
 PU0373
 PU0373.The horizontal coordinates were scaled from a map and have
 PU0373.an estimated accuracy of +/- 6 seconds.
 PU0373
 PU0373.The orthometric height was determined by differential leveling and
 PU0373.adjusted by the NATIONAL GEODETIC SURVEY
 PU0373.in June 1991.
 PU0373
 PU0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0373.GEOID18 height accuracy estimate available here.
 PU0373
 PU0373.Click photographs - Photos may exist for this station.
 PU0373
 PU0373.The dynamic height is computed by dividing the NAVD 88
 PU0373.geopotential number by the normal gravity value computed on the
 PU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0373.degrees latitude (g = 980.6199 gals.).
 PU0373
 PU0373.The modeled gravity was interpolated from observed gravity values.
 PU0373
 PU0373;                    North         East    Units  Estimated Accuracy
 PU0373;SPC SD S     -   227,620.      461,870.      MT  (+/- 180 meters Scaled)
 PU0373
 PU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK337170(NAD 83)
 PU0373
 PU0373                          SUPERSEDED SURVEY CONTROL
 PU0373
 PU0373  NGVD 29 (??/??/92)  766.784  (m)         2515.69   (f) ADJ UNCH    2 0
 PU0373
 PU0373.Superseded values are not recommended for survey control.
 PU0373
 PU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0373.See file dsdata.pdf to determine how the superseded data were derived.
 PU0373
 PU0373_MARKER: DB = BENCH MARK DISK
 PU0373_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0373_STAMPING: A 375 1962
 PU0373_MARK LOGO: CGS
 PU0373_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0373_ROD/PIPE-DEPTH: 3.4 meters
 PU0373
 PU0373  HISTORY     - Date     Condition        Report By
 PU0373  HISTORY     - 1962     MONUMENTED       CGS
 PU0373
 PU0373                          STATION DESCRIPTION
 PU0373
 PU0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0373'5.3 MI SE FROM PEDRO.
 PU0373'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0373'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 PU0373'3.9 MILES SOUTHEAST ALONG A GRAVELED ROAD, OR 1.5 MILES WEST
 PU0373'ALONG A GRAVELED ROAD FROM THE CHURCH AND CEMETERY AT HILLAND,
 PU0373'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 PU0373'WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A
 PU0373'GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 PU0373'THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 PU0373'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 21, T 5 N, R 17 E,
 PU0373'AT A FENCE CORNER, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0373'3 FEET SOUTHEAST OF A POWER POLE, 2 1/2 FEET EAST OF A FENCE
 PU0373'CORNER, 1 1/2 FEET NORTH OF A FENCE, 2.8 FEET EAST OF A METAL
 PU0373'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, CLAMPED
 PU0373'ON A 5/8 INCH COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 PU0373'11 FEET, AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1702 ***********************************************************************
 PU1702  DESIGNATION -  A 377 RESET
 PU1702  PID         -  PU1702
 PU1702  STATE/COUNTY-  SD/LAWRENCE
 PU1702  COUNTRY     -  US
 PU1702  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1702
 PU1702                         *CURRENT SURVEY CONTROL
 PU1702  ______________________________________________________________________
 PU1702* NAD 83(1986) POSITION- 44 27 22.     (N) 103 43 18.     (W)   SCALED
 PU1702* NAVD 88 ORTHO HEIGHT -  1186.80  (meters)     3893.7   (feet) RESET
 PU1702  ______________________________________________________________________
 PU1702  GEOID HEIGHT    -        -14.608 (meters)                     GEOID18
 PU1702  VERT ORDER      -  THIRD
 PU1702
 PU1702.The horizontal coordinates were scaled from a map and have
 PU1702.an estimated accuracy of +/- 6 seconds.
 PU1702
 PU1702.The orthometric height was computed from unverified reset data.
 PU1702
 PU1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1702.GEOID18 height accuracy estimate available here.
 PU1702
 PU1702.Click photographs - Photos may exist for this station.
 PU1702
 PU1702;                    North         East    Units  Estimated Accuracy
 PU1702;SPC SD N     -    76,010.      303,900.      MT  (+/- 180 meters Scaled)
 PU1702
 PU1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK017233(NAD 83)
 PU1702
 PU1702                          SUPERSEDED SURVEY CONTROL
 PU1702
 PU1702.No superseded survey control is available for this station.
 PU1702
 PU1702_MARKER: DB = BENCH MARK DISK
 PU1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1702_STAMPING: A 377 RESET 1971
 PU1702_MARK LOGO: CGS
 PU1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1702+STABILITY: SURFACE MOTION
 PU1702
 PU1702  HISTORY     - Date     Condition        Report By
 PU1702  HISTORY     - 1971     MONUMENTED       NGS
 PU1702
 PU1702                          STATION DESCRIPTION
 PU1702
 PU1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PU1702'8.3 MI SE FROM SPEARFISH.
 PU1702'8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1702'IN SPEARFISH, 0.7 MILE NORTH OF THE H.J. FRAWLEY RANCH
 PU1702'BUILDINGS, 0.65 MILE SOUTHEAST OF AN OLD BRIDGE, 148 FEET WEST OF
 PU1702'THE CENTER OF U.S. HIGHWAY 85, 28 FEET SOUTH OF THE CENTER OF A
 PU1702'FIELD GATE LEADING TO A SMALL CABIN AND CORRAL, 0.8 FEET EAST
 PU1702'OF THE WEST R.O.W. FENCE, 1.6 FEET SOUTH OF A METAL WITNESS
 PU1702'POST, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0440 ***********************************************************************
 PU0440  DESIGNATION -  A 378
 PU0440  PID         -  PU0440
 PU0440  STATE/COUNTY-  SD/PENNINGTON
 PU0440  COUNTRY     -  US
 PU0440  USGS QUAD   -  RAINY CREEK (2017)
 PU0440
 PU0440                         *CURRENT SURVEY CONTROL
 PU0440  ______________________________________________________________________
 PU0440* NAD 83(1986) POSITION- 44 13 43.     (N) 102 12 28.     (W)   SCALED
 PU0440* NAVD 88 ORTHO HEIGHT -   810.672 (meters)     2659.68  (feet) ADJUSTED
 PU0440  ______________________________________________________________________
 PU0440  GEOID HEIGHT    -        -19.276 (meters)                     GEOID18
 PU0440  DYNAMIC HEIGHT  -        810.438 (meters)     2658.91  (feet) COMP
 PU0440  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 PU0440
 PU0440  VERT ORDER      -  SECOND    CLASS 0
 PU0440
 PU0440.The horizontal coordinates were scaled from a map and have
 PU0440.an estimated accuracy of +/- 6 seconds.
 PU0440
 PU0440.The orthometric height was determined by differential leveling and
 PU0440.adjusted by the NATIONAL GEODETIC SURVEY
 PU0440.in June 1991.
 PU0440
 PU0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0440.GEOID18 height accuracy estimate available here.
 PU0440
 PU0440.Click photographs - Photos may exist for this station.
 PU0440
 PU0440.The dynamic height is computed by dividing the NAVD 88
 PU0440.geopotential number by the normal gravity value computed on the
 PU0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0440.degrees latitude (g = 980.6199 gals.).
 PU0440
 PU0440.The modeled gravity was interpolated from observed gravity values.
 PU0440
 PU0440;                    North         East    Units  Estimated Accuracy
 PU0440;SPC SD S     -   212,250.      450,260.      MT  (+/- 180 meters Scaled)
 PU0440
 PU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK230010(NAD 83)
 PU0440
 PU0440                          SUPERSEDED SURVEY CONTROL
 PU0440
 PU0440  NGVD 29 (??/??/92)  810.207  (m)         2658.15   (f) ADJ UNCH    2 0
 PU0440
 PU0440.Superseded values are not recommended for survey control.
 PU0440
 PU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0440.See file dsdata.pdf to determine how the superseded data were derived.
 PU0440
 PU0440_MARKER: DB = BENCH MARK DISK
 PU0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0440_STAMPING: A 378 1962
 PU0440_MARK LOGO: CGS
 PU0440_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0440+STABILITY: SURFACE MOTION
 PU0440
 PU0440  HISTORY     - Date     Condition        Report By
 PU0440  HISTORY     - 1962     MONUMENTED       CGS
 PU0440
 PU0440                          STATION DESCRIPTION
 PU0440
 PU0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0440'1.8 MI S FROM CREIGHTON.
 PU0440'ABOUT 1.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0440'AND SERVICE STATION AT CREIGHTON, 0.2 MILE NORTH OF A SCHOOLHOUSE,
 PU0440'135 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 0.15 MILE
 PU0440'NORTH OF A ROAD INTERSECTION, 29 FEET EAST OF THE CENTER LINE OF THE
 PU0440'ROAD, 5 1/2 FEET WEST-NORTHWEST OF A BRACED POWER POLE, 2 1/2 FEET
 PU0440'WEST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 PU0440'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0440'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0555 ***********************************************************************
 PU0555  DESIGNATION -  A 379
 PU0555  PID         -  PU0555
 PU0555  STATE/COUNTY-  SD/PENNINGTON
 PU0555  COUNTRY     -  US
 PU0555  USGS QUAD   -  HORSE TOOTH (2017)
 PU0555
 PU0555                         *CURRENT SURVEY CONTROL
 PU0555  ______________________________________________________________________
 PU0555* NAD 83(1986) POSITION- 44 14 25.     (N) 102 03 51.     (W)   SCALED
 PU0555* NAVD 88 ORTHO HEIGHT -   783.160 (meters)     2569.42  (feet) ADJUSTED
 PU0555  ______________________________________________________________________
 PU0555  GEOID HEIGHT    -        -19.702 (meters)                     GEOID18
 PU0555  DYNAMIC HEIGHT  -        782.937 (meters)     2568.69  (feet) COMP
 PU0555  MODELED GRAVITY -    980,307.9   (mgal)                       NAVD 88
 PU0555
 PU0555  VERT ORDER      -  SECOND    CLASS 0
 PU0555
 PU0555.The horizontal coordinates were scaled from a map and have
 PU0555.an estimated accuracy of +/- 6 seconds.
 PU0555
 PU0555.The orthometric height was determined by differential leveling and
 PU0555.adjusted by the NATIONAL GEODETIC SURVEY
 PU0555.in June 1991.
 PU0555
 PU0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0555.GEOID18 height accuracy estimate available here.
 PU0555
 PU0555.Click photographs - Photos may exist for this station.
 PU0555
 PU0555.The dynamic height is computed by dividing the NAVD 88
 PU0555.geopotential number by the normal gravity value computed on the
 PU0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0555.degrees latitude (g = 980.6199 gals.).
 PU0555
 PU0555.The modeled gravity was interpolated from observed gravity values.
 PU0555
 PU0555;                    North         East    Units  Estimated Accuracy
 PU0555;SPC SD S     -   213,290.      461,750.      MT  (+/- 180 meters Scaled)
 PU0555
 PU0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK344027(NAD 83)
 PU0555
 PU0555                          SUPERSEDED SURVEY CONTROL
 PU0555
 PU0555  NGVD 29 (??/??/92)  782.698  (m)         2567.90   (f) ADJ UNCH    2 0
 PU0555
 PU0555.Superseded values are not recommended for survey control.
 PU0555
 PU0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0555.See file dsdata.pdf to determine how the superseded data were derived.
 PU0555
 PU0555_MARKER: DB = BENCH MARK DISK
 PU0555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0555_STAMPING: A 379 1962
 PU0555_MARK LOGO: CGS
 PU0555_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0555_ROD/PIPE-DEPTH: 4.9 meters
 PU0555
 PU0555  HISTORY     - Date     Condition        Report By
 PU0555  HISTORY     - 1962     MONUMENTED       CGS
 PU0555
 PU0555                          STATION DESCRIPTION
 PU0555
 PU0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0555'9.6 MI E FROM CREIGHTON.
 PU0555'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0555'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0555'GRAVELED ROAD, THENCE 1.05 MILES EAST ALONG A TRACK ROAD, THENCE
 PU0555'0.7 MILE NORTH ALONG A TRACK ROAD TO A VACANT FARMHOUSE, THENCE
 PU0555'1.05 MILES EAST-SOUTHEAST ALONG A ROW OF TELEPHONE POLES, THENCE
 PU0555'0.55 MILE EAST-SOUTHEAST ALONG A TRAIL ROAD TO A GATE, THENCE
 PU0555'1.2 MILES EAST ALONG THE SOUTH SIDE OF A FENCE AND A PRIVATE
 PU0555'DIRT ROAD, THENCE 1.05 MILES EAST ALONG A GRAVELED ROAD, 40 FEET
 PU0555'NORTH OF THE CENTER LINE OF THE ROAD, 49 FEET EAST OF THE CENTER
 PU0555'LINE OF A PRIVATE ROAD LEADING NORTH, 25 1/2 FEET EAST-NORTHEAST
 PU0555'OF A POWER POLE, 1 FOOT SOUTHWEST OF A FENCE, 1.5 FEET NORTHEAST
 PU0555'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 PU0555'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 PU0555'IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH
 PU0555'TILE WHICH PROJECTS 6 INCHES.  NOTE-- THIS MARK IS 1.0 MILE
 PU0555'WEST OF BENCH MARK D 384 WHICH IS DESCRIBED FROM HILLAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0151 ***********************************************************************
 OS0151  DESIGNATION -  A 38
 OS0151  PID         -  OS0151
 OS0151  STATE/COUNTY-  SD/MELLETTE
 OS0151  COUNTRY     -  US
 OS0151  USGS QUAD   -  MISSION NW (2017)
 OS0151
 OS0151                         *CURRENT SURVEY CONTROL
 OS0151  ______________________________________________________________________
 OS0151* NAD 83(1986) POSITION- 43 25 28.     (N) 100 44 27.     (W)   SCALED
 OS0151* NAVD 88 ORTHO HEIGHT -   742.599 (meters)     2436.34  (feet) ADJUSTED
 OS0151  ______________________________________________________________________
 OS0151  GEOID HEIGHT    -        -23.512 (meters)                     GEOID18
 OS0151  DYNAMIC HEIGHT  -        742.318 (meters)     2435.42  (feet) COMP
 OS0151  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 OS0151
 OS0151  VERT ORDER      -  FIRST     CLASS II
 OS0151
 OS0151.The horizontal coordinates were scaled from a map and have
 OS0151.an estimated accuracy of +/- 6 seconds.
 OS0151
 OS0151.The orthometric height was determined by differential leveling and
 OS0151.adjusted by the NATIONAL GEODETIC SURVEY
 OS0151.in June 1991.
 OS0151
 OS0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0151.GEOID18 height accuracy estimate available here.
 OS0151
 OS0151.Click photographs - Photos may exist for this station.
 OS0151
 OS0151.The dynamic height is computed by dividing the NAVD 88
 OS0151.geopotential number by the normal gravity value computed on the
 OS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0151.degrees latitude (g = 980.6199 gals.).
 OS0151
 OS0151.The modeled gravity was interpolated from observed gravity values.
 OS0151
 OS0151;                    North         East    Units  Estimated Accuracy
 OS0151;SPC SD S     -   121,290.      567,010.      MT  (+/- 180 meters Scaled)
 OS0151
 OS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP590094(NAD 83)
 OS0151
 OS0151                          SUPERSEDED SURVEY CONTROL
 OS0151
 OS0151  NGVD 29 (??/??/92)  742.207  (m)         2435.06   (f) ADJ UNCH    1 2
 OS0151
 OS0151.Superseded values are not recommended for survey control.
 OS0151
 OS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0151.See file dsdata.pdf to determine how the superseded data were derived.
 OS0151
 OS0151_MARKER: DB = BENCH MARK DISK
 OS0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0151_STAMPING: A 38 1933
 OS0151_MARK LOGO: CGS
 OS0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0151+STABILITY: SURFACE MOTION
 OS0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0151+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OS0151
 OS0151  HISTORY     - Date     Condition        Report By
 OS0151  HISTORY     - 1933     MONUMENTED       CGS
 OS0151  HISTORY     - 19920722 GOOD             NGS
 OS0151  HISTORY     - 20110317 GOOD             INDIV
 OS0151
 OS0151                          STATION DESCRIPTION
 OS0151
 OS0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0151'10.5 MI S FROM WHITE RIVER.
 OS0151'ABOUT 10-1/2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM WHITE RIVER,
 OS0151'MELLETTE COUNTY, AT THE TOP OF A RISE, AT A CURVE, ABOUT 15 YARDS
 OS0151'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 12 YARDS NORTH OF
 OS0151'THE NORTH END OF THE GUARD FENCE, AND ABOUT 1 YARD EAST OF THE
 OS0151'FENCE.  A STANDARD DISK, STAMPED A 38 1933 AND SET IN THE TOP OF
 OS0151'A CONCRETE POST.
 OS0151
 OS0151                          STATION RECOVERY (1992)
 OS0151
 OS0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0151'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0151'IN WHITE RIVER, THENCE 16.5 KM (10.25 MI) SOUTHERLY ALONG U.S.
 OS0151'HIGHWAY 83, THENCE 0.3 KM (0.20 MI) WESTERLY ACROSS A PASTURE AND AN
 OS0151'ABANDONED ROAD, 21.0 M (68.9 FT) WEST OF THE ROAD, 3.3 M (10.8 FT)
 OS0151'EAST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M
 OS0151'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.04 M
 OS0151'(0.13 FT) ABOVE THE GROUND SURFACE.
 OS0151
 OS0151                          STATION RECOVERY (2011)
 OS0151
 OS0151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JCC)
 OS0151'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0802 ***********************************************************************
 PT0802  DESIGNATION -  A 380
 PT0802  PID         -  PT0802
 PT0802  STATE/COUNTY-  SD/HAAKON
 PT0802  COUNTRY     -  US
 PT0802  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0802
 PT0802                         *CURRENT SURVEY CONTROL
 PT0802  ______________________________________________________________________
 PT0802* NAD 83(1986) POSITION- 44 06 40.     (N) 101 54 30.     (W)   SCALED
 PT0802* NAVD 88 ORTHO HEIGHT -   732.443 (meters)     2403.02  (feet) ADJUSTED
 PT0802  ______________________________________________________________________
 PT0802  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 PT0802  DYNAMIC HEIGHT  -        732.230 (meters)     2402.32  (feet) COMP
 PT0802  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 PT0802
 PT0802  VERT ORDER      -  SECOND    CLASS 0
 PT0802
 PT0802.The horizontal coordinates were scaled from a map and have
 PT0802.an estimated accuracy of +/- 6 seconds.
 PT0802
 PT0802.The orthometric height was determined by differential leveling and
 PT0802.adjusted by the NATIONAL GEODETIC SURVEY
 PT0802.in June 1991.
 PT0802
 PT0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0802.GEOID18 height accuracy estimate available here.
 PT0802
 PT0802.Click photographs - Photos may exist for this station.
 PT0802
 PT0802.The dynamic height is computed by dividing the NAVD 88
 PT0802.geopotential number by the normal gravity value computed on the
 PT0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0802.degrees latitude (g = 980.6199 gals.).
 PT0802
 PT0802.The modeled gravity was interpolated from observed gravity values.
 PT0802
 PT0802;                    North         East    Units  Estimated Accuracy
 PT0802;SPC SD S     -   198,700.      473,930.      MT  (+/- 180 meters Scaled)
 PT0802
 PT0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP672883(NAD 83)
 PT0802
 PT0802                          SUPERSEDED SURVEY CONTROL
 PT0802
 PT0802  NGVD 29 (??/??/92)  731.985  (m)         2401.52   (f) ADJ UNCH    2 0
 PT0802
 PT0802.Superseded values are not recommended for survey control.
 PT0802
 PT0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0802.See file dsdata.pdf to determine how the superseded data were derived.
 PT0802
 PT0802_MARKER: DB = BENCH MARK DISK
 PT0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0802_SP_SET: BRIDGE ABUTMENT
 PT0802_STAMPING: A 380 1962
 PT0802_MARK LOGO: CGS
 PT0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0802
 PT0802  HISTORY     - Date     Condition        Report By
 PT0802  HISTORY     - 1962     MONUMENTED       CGS
 PT0802
 PT0802                          STATION DESCRIPTION
 PT0802
 PT0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0802'19.9 MI NE FROM QUINN.
 PT0802'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0802'OFFICE AT QUINN, THENCE 11.2 MILES EAST ALONG A GRAVELED ROAD,
 PT0802'OR 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0802'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0802'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0802'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.15 MILES WEST
 PT0802'ALONG A GRAVELED ROAD, ABOUT 0.5 MILE SOUTH OF THE ALFALFA VALLEY
 PT0802'SCHOOLHOUSE, ABOUT 250 FEET WEST OF A ROAD INTERSECTION, AT
 PT0802'THE EAST END OF A CONCRETE AND STEEL BRIDGE BUILT IN 1961,
 PT0802'15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH
 PT0802'THE ROAD, AND SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 PT0802'ABUTMENT OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0500 ***********************************************************************
 PU0500  DESIGNATION -  A 381
 PU0500  PID         -  PU0500
 PU0500  STATE/COUNTY-  SD/PENNINGTON
 PU0500  COUNTRY     -  US
 PU0500  USGS QUAD   -  WASTA NE (2017)
 PU0500
 PU0500                         *CURRENT SURVEY CONTROL
 PU0500  ______________________________________________________________________
 PU0500* NAD 83(1986) POSITION- 44 09 07.     (N) 102 19 42.     (W)   SCALED
 PU0500* NAVD 88 ORTHO HEIGHT -   820.331 (meters)     2691.37  (feet) ADJUSTED
 PU0500  ______________________________________________________________________
 PU0500  GEOID HEIGHT    -        -18.876 (meters)                     GEOID18
 PU0500  DYNAMIC HEIGHT  -        820.098 (meters)     2690.60  (feet) COMP
 PU0500  MODELED GRAVITY -    980,306.8   (mgal)                       NAVD 88
 PU0500
 PU0500  VERT ORDER      -  SECOND    CLASS 0
 PU0500
 PU0500.The horizontal coordinates were scaled from a map and have
 PU0500.an estimated accuracy of +/- 6 seconds.
 PU0500
 PU0500.The orthometric height was determined by differential leveling and
 PU0500.adjusted by the NATIONAL GEODETIC SURVEY
 PU0500.in June 1991.
 PU0500
 PU0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0500.GEOID18 height accuracy estimate available here.
 PU0500
 PU0500.Click photographs - Photos may exist for this station.
 PU0500
 PU0500.The dynamic height is computed by dividing the NAVD 88
 PU0500.geopotential number by the normal gravity value computed on the
 PU0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0500.degrees latitude (g = 980.6199 gals.).
 PU0500
 PU0500.The modeled gravity was interpolated from observed gravity values.
 PU0500
 PU0500;                    North         East    Units  Estimated Accuracy
 PU0500;SPC SD S     -   203,950.      440,420.      MT  (+/- 180 meters Scaled)
 PU0500
 PU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136922(NAD 83)
 PU0500
 PU0500                          SUPERSEDED SURVEY CONTROL
 PU0500
 PU0500  NGVD 29 (??/??/92)  819.881  (m)         2689.89   (f) ADJ UNCH    2 0
 PU0500
 PU0500.Superseded values are not recommended for survey control.
 PU0500
 PU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0500.See file dsdata.pdf to determine how the superseded data were derived.
 PU0500
 PU0500_MARKER: DB = BENCH MARK DISK
 PU0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0500_STAMPING: A 381 1962
 PU0500_MARK LOGO: CGS
 PU0500_PROJECTION: PROJECTING 18 CENTIMETERS
 PU0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0500+STABILITY: SURFACE MOTION
 PU0500
 PU0500  HISTORY     - Date     Condition        Report By
 PU0500  HISTORY     - 1962     MONUMENTED       CGS
 PU0500
 PU0500                          STATION DESCRIPTION
 PU0500
 PU0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0500'16.4 MI NW FROM WALL.
 PU0500'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0500'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0500'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 PU0500'MILES WEST ALONG A TRACK ROAD, THENCE 5.85 MILES NORTHWEST
 PU0500'ALONG A GRAVELED ROAD, IN SECTION 9, T 2 N, R 15 E, 107 FEET
 PU0500'NORTHEAST OF THE CENTER LINE OF THE ROAD, NORTHEAST OF A DEEP
 PU0500'RAVINE, 11 1/2 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE,
 PU0500'2 FEET WEST OF A FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS
 PU0500'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 PU0500'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0102 ***********************************************************************
 OT0102  DESIGNATION -  A 382
 OT0102  PID         -  OT0102
 OT0102  STATE/COUNTY-  SD/PENNINGTON
 OT0102  COUNTRY     -  US
 OT0102  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0102
 OT0102                         *CURRENT SURVEY CONTROL
 OT0102  ______________________________________________________________________
 OT0102* NAD 83(1986) POSITION- 43 55 25.     (N) 102 20 18.     (W)   SCALED
 OT0102* NAVD 88 ORTHO HEIGHT -   890.588 (meters)     2921.87  (feet) ADJUSTED
 OT0102  ______________________________________________________________________
 OT0102  GEOID HEIGHT    -        -18.705 (meters)                     GEOID18
 OT0102  DYNAMIC HEIGHT  -        890.303 (meters)     2920.94  (feet) COMP
 OT0102  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OT0102
 OT0102  VERT ORDER      -  SECOND    CLASS 0
 OT0102
 OT0102.The horizontal coordinates were scaled from a map and have
 OT0102.an estimated accuracy of +/- 6 seconds.
 OT0102
 OT0102.The orthometric height was determined by differential leveling and
 OT0102.adjusted by the NATIONAL GEODETIC SURVEY
 OT0102.in June 1991.
 OT0102
 OT0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0102.GEOID18 height accuracy estimate available here.
 OT0102
 OT0102.Click photographs - Photos may exist for this station.
 OT0102
 OT0102.The dynamic height is computed by dividing the NAVD 88
 OT0102.geopotential number by the normal gravity value computed on the
 OT0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0102.degrees latitude (g = 980.6199 gals.).
 OT0102
 OT0102.The modeled gravity was interpolated from observed gravity values.
 OT0102
 OT0102;                    North         East    Units  Estimated Accuracy
 OT0102;SPC SD S     -   178,610.      439,010.      MT  (+/- 180 meters Scaled)
 OT0102
 OT0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136668(NAD 83)
 OT0102
 OT0102                          SUPERSEDED SURVEY CONTROL
 OT0102
 OT0102  NGVD 29 (??/??/92)  890.126  (m)         2920.36   (f) ADJ UNCH    2 0
 OT0102
 OT0102.Superseded values are not recommended for survey control.
 OT0102
 OT0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0102.See file dsdata.pdf to determine how the superseded data were derived.
 OT0102
 OT0102_MARKER: DB = BENCH MARK DISK
 OT0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0102_STAMPING: A 382 1962
 OT0102_MARK LOGO: CGS
 OT0102_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0102
 OT0102  HISTORY     - Date     Condition        Report By
 OT0102  HISTORY     - 1962     MONUMENTED       CGS
 OT0102
 OT0102                          STATION DESCRIPTION
 OT0102
 OT0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0102'16.5 MI SW FROM WALL.
 OT0102'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0102'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0102'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 6.65 MILES
 OT0102'NORTHWEST ALONG A GRAVELED ROAD, THENCE 1.25 MILES NORTH ALONG
 OT0102'A GRAVELED ROAD, OR ABOUT 3.35 MILES EAST ALONG THE CHICAGO
 OT0102'AND NORTH WESTERN RAILWAY FROM THE STATION AT WASTA, THENCE 3.95
 OT0102'MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE 4.0 MILES
 OT0102'SOUTH-SOUTHWEST ALONG A WINDING, PARTIALLY GRAVELED, AND GRADED
 OT0102'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, THENCE
 OT0102'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG
 OT0102'A GRAVELED ROAD, THENCE 1.95 MILES SOUTH ALONG A GRAVELED ROAD,
 OT0102'IN SECTION 28, T 1 S, R 15 E, 0.1 MILE NORTHEAST OF AND ACROSS
 OT0102'THE ROAD FROM A FARMHOUSE, 0.1 MILE NORTH OF THE BADLANDS NATIONAL
 OT0102'MONUMENT BOUNDRY, 125 FEET NORTH OF THE EXTENDED CENTER LINE OF
 OT0102'A DRIVEWAY LEADING WEST, 34 FEET EAST OF THE CENTER LINE OF THE
 OT0102'ROAD, 27 1/2 FEET SOUTH OF A POWER POLE, 6-INCHES WEST OF A
 OT0102'FENCE, 2.0 SOUTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF
 OT0102'A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 16 FEET AND
 OT0102'ENCASED IN A 6-INCH TILE PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0823 ***********************************************************************
 PT0823  DESIGNATION -  A 383
 PT0823  PID         -  PT0823
 PT0823  STATE/COUNTY-  SD/HAAKON
 PT0823  COUNTRY     -  US
 PT0823  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0823
 PT0823                         *CURRENT SURVEY CONTROL
 PT0823  ______________________________________________________________________
 PT0823* NAD 83(1986) POSITION- 44 14 26.     (N) 101 50 52.     (W)   SCALED
 PT0823* NAVD 88 ORTHO HEIGHT -   800.422 (meters)     2626.05  (feet) ADJUSTED
 PT0823  ______________________________________________________________________
 PT0823  GEOID HEIGHT    -        -20.376 (meters)                     GEOID18
 PT0823  DYNAMIC HEIGHT  -        800.195 (meters)     2625.31  (feet) COMP
 PT0823  MODELED GRAVITY -    980,307.9   (mgal)                       NAVD 88
 PT0823
 PT0823  VERT ORDER      -  SECOND    CLASS 0
 PT0823
 PT0823.The horizontal coordinates were scaled from a map and have
 PT0823.an estimated accuracy of +/- 6 seconds.
 PT0823
 PT0823.The orthometric height was determined by differential leveling and
 PT0823.adjusted by the NATIONAL GEODETIC SURVEY
 PT0823.in June 1991.
 PT0823
 PT0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0823.GEOID18 height accuracy estimate available here.
 PT0823
 PT0823.Click photographs - Photos may exist for this station.
 PT0823
 PT0823.The dynamic height is computed by dividing the NAVD 88
 PT0823.geopotential number by the normal gravity value computed on the
 PT0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0823.degrees latitude (g = 980.6199 gals.).
 PT0823
 PT0823.The modeled gravity was interpolated from observed gravity values.
 PT0823
 PT0823;                    North         East    Units  Estimated Accuracy
 PT0823;SPC SD S     -   212,990.      479,040.      MT  (+/- 180 meters Scaled)
 PT0823
 PT0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ726025(NAD 83)
 PT0823
 PT0823                          SUPERSEDED SURVEY CONTROL
 PT0823
 PT0823  NGVD 29 (??/??/92)  799.960  (m)         2624.54   (f) ADJ UNCH    2 0
 PT0823
 PT0823.Superseded values are not recommended for survey control.
 PT0823
 PT0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0823.See file dsdata.pdf to determine how the superseded data were derived.
 PT0823
 PT0823_MARKER: DB = BENCH MARK DISK
 PT0823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0823_STAMPING: A 383 1962
 PT0823_MARK LOGO: CGS
 PT0823_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0823_ROD/PIPE-DEPTH: 3.7 meters
 PT0823
 PT0823  HISTORY     - Date     Condition        Report By
 PT0823  HISTORY     - 1962     MONUMENTED       CGS
 PT0823
 PT0823                          STATION DESCRIPTION
 PT0823
 PT0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0823'3.5 MI S FROM HILLAND.
 PT0823'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0823'CEMETERY AT HILLAND, THENCE 1.55 MILE SOUTH ALONG A GRAVELED
 PT0823'ROAD, THENCE 1.45 MILE SOUTH ALONG A GRADED DIRT ROAD, IN SECTION
 PT0823'8, T 3 N, R 19 E, AT A ROAD INTERSECTION, 55 FEET WEST OF THE
 PT0823'CENTER LINE OF THE ROAD, 47 FEET SOUTH OF THE CENTER LINE OF
 PT0823'THE EAST-WEST ROAD, 19 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF
 PT0823'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 PT0823'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 PT0823'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 PT0823'PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0747 ***********************************************************************
 PT0747  DESIGNATION -  A 384
 PT0747  PID         -  PT0747
 PT0747  STATE/COUNTY-  SD/HAAKON
 PT0747  COUNTRY     -  US
 PT0747  USGS QUAD   -  GRINDSTONE (2017)
 PT0747
 PT0747                         *CURRENT SURVEY CONTROL
 PT0747  ______________________________________________________________________
 PT0747* NAD 83(1986) POSITION- 44 13 21.     (N) 101 57 44.     (W)   SCALED
 PT0747* NAVD 88 ORTHO HEIGHT -   839.144 (meters)     2753.09  (feet) ADJUSTED
 PT0747  ______________________________________________________________________
 PT0747  GEOID HEIGHT    -        -19.995 (meters)                     GEOID18
 PT0747  DYNAMIC HEIGHT  -        838.901 (meters)     2752.29  (feet) COMP
 PT0747  MODELED GRAVITY -    980,300.6   (mgal)                       NAVD 88
 PT0747
 PT0747  VERT ORDER      -  SECOND    CLASS 0
 PT0747
 PT0747.The horizontal coordinates were scaled from a map and have
 PT0747.an estimated accuracy of +/- 6 seconds.
 PT0747
 PT0747.The orthometric height was determined by differential leveling and
 PT0747.adjusted by the NATIONAL GEODETIC SURVEY
 PT0747.in June 1991.
 PT0747
 PT0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0747.GEOID18 height accuracy estimate available here.
 PT0747
 PT0747.Click photographs - Photos may exist for this station.
 PT0747
 PT0747.The dynamic height is computed by dividing the NAVD 88
 PT0747.geopotential number by the normal gravity value computed on the
 PT0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0747.degrees latitude (g = 980.6199 gals.).
 PT0747
 PT0747.The modeled gravity was interpolated from observed gravity values.
 PT0747
 PT0747;                    North         East    Units  Estimated Accuracy
 PT0747;SPC SD S     -   211,150.      469,860.      MT  (+/- 180 meters Scaled)
 PT0747
 PT0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ633008(NAD 83)
 PT0747
 PT0747                          SUPERSEDED SURVEY CONTROL
 PT0747
 PT0747  NGVD 29 (??/??/92)  838.679  (m)         2751.57   (f) ADJ UNCH    2 0
 PT0747
 PT0747.Superseded values are not recommended for survey control.
 PT0747
 PT0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0747.See file dsdata.pdf to determine how the superseded data were derived.
 PT0747
 PT0747_MARKER: DB = BENCH MARK DISK
 PT0747_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0747_SP_SET: BASE
 PT0747_STAMPING: A 384 1962
 PT0747_MARK LOGO: CGS
 PT0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0747+STABILITY: SURFACE MOTION
 PT0747
 PT0747  HISTORY     - Date     Condition        Report By
 PT0747  HISTORY     - 1962     MONUMENTED       CGS
 PT0747
 PT0747                          STATION DESCRIPTION
 PT0747
 PT0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0747'14 MI SW FROM HILLAND.
 PT0747'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0747'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0747'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0747'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0747'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0747'DIRT ROAD, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, IN
 PT0747'SECTION 16, T3N, R18E, 38 FEET EAST OF THE CENTER LINE OF
 PT0747'THE ROAD, SET IN THE TOP OF THE WEST EDGE OF THE CONCRETE BASE
 PT0747'OF AN 18-INCH CYLINDER WHICH PROJECTS 4 FEET, 0.3 FOOT WEST OF
 PT0747'THE WEST EDGE OF THE CYLINDER, ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0125 ***********************************************************************
 OT0125  DESIGNATION -  A 385
 OT0125  PID         -  OT0125
 OT0125  STATE/COUNTY-  SD/PENNINGTON
 OT0125  COUNTRY     -  US
 OT0125  USGS QUAD   -  WALL (2017)
 OT0125
 OT0125                         *CURRENT SURVEY CONTROL
 OT0125  ______________________________________________________________________
 OT0125* NAD 83(1986) POSITION- 43 56 32.     (N) 102 08 19.     (W)   SCALED
 OT0125* NAVD 88 ORTHO HEIGHT -   810.459 (meters)     2658.98  (feet) ADJUSTED
 OT0125  ______________________________________________________________________
 OT0125  GEOID HEIGHT    -        -19.350 (meters)                     GEOID18
 OT0125  DYNAMIC HEIGHT  -        810.212 (meters)     2658.17  (feet) COMP
 OT0125  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 OT0125
 OT0125  VERT ORDER      -  FIRST     CLASS II
 OT0125
 OT0125.The horizontal coordinates were scaled from a map and have
 OT0125.an estimated accuracy of +/- 6 seconds.
 OT0125
 OT0125.The orthometric height was determined by differential leveling and
 OT0125.adjusted by the NATIONAL GEODETIC SURVEY
 OT0125.in September 1993.
 OT0125
 OT0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0125.GEOID18 height accuracy estimate available here.
 OT0125
 OT0125.Click photographs - Photos may exist for this station.
 OT0125
 OT0125.The dynamic height is computed by dividing the NAVD 88
 OT0125.geopotential number by the normal gravity value computed on the
 OT0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0125.degrees latitude (g = 980.6199 gals.).
 OT0125
 OT0125.The modeled gravity was interpolated from observed gravity values.
 OT0125
 OT0125;                    North         East    Units  Estimated Accuracy
 OT0125;SPC SD S     -   180,310.      455,090.      MT  (+/- 180 meters Scaled)
 OT0125
 OT0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ296694(NAD 83)
 OT0125
 OT0125                          SUPERSEDED SURVEY CONTROL
 OT0125
 OT0125  NAVD 88 (06/15/91)  810.492  (m)         2659.09   (f) SUPERSEDED  1 2
 OT0125  NGVD 29 (??/??/92)  810.034  (m)         2657.59   (f) ADJ UNCH    1 2
 OT0125
 OT0125.Superseded values are not recommended for survey control.
 OT0125
 OT0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0125.See file dsdata.pdf to determine how the superseded data were derived.
 OT0125
 OT0125_MARKER: DB = BENCH MARK DISK
 OT0125_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0125_STAMPING: A 385 1962
 OT0125_MARK LOGO: CGS
 OT0125_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0125+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0125_ROD/PIPE-DEPTH: 4.9 meters
 OT0125
 OT0125  HISTORY     - Date     Condition        Report By
 OT0125  HISTORY     - 1962     MONUMENTED       CGS
 OT0125  HISTORY     - 19910713 GOOD             NGS
 OT0125  HISTORY     - 20120625 GOOD             INDIV
 OT0125
 OT0125                          STATION DESCRIPTION
 OT0125
 OT0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0125'3.9 MI S FROM QUINN.
 OT0125'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0125'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.0
 OT0125'MILES SOUTH ALONG A BLADED DIRT ROAD IN SECTION 24, T 1 S,
 OT0125'R 16 E, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 OT0125'EAST OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OT0125'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OT0125'ROD DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 OT0125'PROJECTING 4-INCHES.
 OT0125
 OT0125                          STATION RECOVERY (1991)
 OT0125
 OT0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0125'9.6 KM (5.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0125'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, THENCE 1.1 KM (0.70
 OT0125'MI) EASTERLY ALONG COUNTY ROAD T512, THENCE 0.6 KM (0.35 MI)
 OT0125'NORTHERLY ALONG A COUNTY ROAD, 91.5 M (300.2 FT) NORTH OF THE WEST
 OT0125'END OF A CULVERT, 9.2 M (30.2 FT) WEST OF THE ROAD CENTER, 0.4 M (1.3
 OT0125'FT) EAST OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3
 OT0125'M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN
 OT0125'A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 OT0125
 OT0125                          STATION RECOVERY (2012)
 OT0125
 OT0125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0550 ***********************************************************************
 OS0550  DESIGNATION -  A 387
 OS0550  PID         -  OS0550
 OS0550  STATE/COUNTY-  SD/JACKSON
 OS0550  COUNTRY     -  US
 OS0550  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0550
 OS0550                         *CURRENT SURVEY CONTROL
 OS0550  ______________________________________________________________________
 OS0550* NAD 83(1986) POSITION- 43 51 49.     (N) 101 48 01.     (W)   SCALED
 OS0550* NAVD 88 ORTHO HEIGHT -   750.028 (meters)     2460.72  (feet) ADJUSTED
 OS0550  ______________________________________________________________________
 OS0550  GEOID HEIGHT    -        -20.534 (meters)                     GEOID18
 OS0550  DYNAMIC HEIGHT  -        749.795 (meters)     2459.95  (feet) COMP
 OS0550  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OS0550
 OS0550  VERT ORDER      -  SECOND    CLASS 0
 OS0550
 OS0550.The horizontal coordinates were scaled from a map and have
 OS0550.an estimated accuracy of +/- 6 seconds.
 OS0550
 OS0550.The orthometric height was determined by differential leveling and
 OS0550.adjusted by the NATIONAL GEODETIC SURVEY
 OS0550.in June 1991.
 OS0550
 OS0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0550.GEOID18 height accuracy estimate available here.
 OS0550
 OS0550.Click photographs - Photos may exist for this station.
 OS0550
 OS0550.The dynamic height is computed by dividing the NAVD 88
 OS0550.geopotential number by the normal gravity value computed on the
 OS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0550.degrees latitude (g = 980.6199 gals.).
 OS0550
 OS0550.The modeled gravity was interpolated from observed gravity values.
 OS0550
 OS0550;                    North         East    Units  Estimated Accuracy
 OS0550;SPC SD S     -   171,040.      482,090.      MT  (+/- 180 meters Scaled)
 OS0550
 OS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP749605(NAD 83)
 OS0550
 OS0550                          SUPERSEDED SURVEY CONTROL
 OS0550
 OS0550  NGVD 29 (??/??/92)  749.578  (m)         2459.24   (f) ADJ UNCH    2 0
 OS0550
 OS0550.Superseded values are not recommended for survey control.
 OS0550
 OS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0550.See file dsdata.pdf to determine how the superseded data were derived.
 OS0550
 OS0550_MARKER: DB = BENCH MARK DISK
 OS0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0550_STAMPING: A 387 1962
 OS0550_MARK LOGO: CGS
 OS0550_PROJECTION: PROJECTING 30 CENTIMETERS
 OS0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0550+STABILITY: SURFACE MOTION
 OS0550
 OS0550  HISTORY     - Date     Condition        Report By
 OS0550  HISTORY     - 1962     MONUMENTED       CGS
 OS0550
 OS0550                          STATION DESCRIPTION
 OS0550
 OS0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0550'17.2 MI W FROM KADOKA.
 OS0550'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0550'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0550'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0550'40 AND 73, THENCE 7.0 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0550'HIGHWAY 40, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 OS0550'OR 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0550'COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0550'THENCE 3.2 MILES SOUTH ALONG GRAVELED ROAD, THENCE 3.0 MILES
 OS0550'EAST ALONG GRADED DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG GRADED
 OS0550'DIRT ROAD, THENCE 3.3 MILES SOUTH ALONG A GRAVELED ROAD, 59 FEET
 OS0550'EAST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A POWER
 OS0550'POLE, 2.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 OS0550'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0550'12 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0164 ***********************************************************************
 OT0164  DESIGNATION -  A 388
 OT0164  PID         -  OT0164
 OT0164  STATE/COUNTY-  SD/PENNINGTON
 OT0164  COUNTRY     -  US
 OT0164  USGS QUAD   -  WALL NE (2017)
 OT0164
 OT0164                         *CURRENT SURVEY CONTROL
 OT0164  ______________________________________________________________________
 OT0164* NAD 83(1986) POSITION- 43 54 08.     (N) 102 02 14.     (W)   SCALED
 OT0164* NAVD 88 ORTHO HEIGHT -   787.933 (meters)     2585.08  (feet) ADJUSTED
 OT0164  ______________________________________________________________________
 OT0164  GEOID HEIGHT    -        -19.698 (meters)                     GEOID18
 OT0164  DYNAMIC HEIGHT  -        787.692 (meters)     2584.29  (feet) COMP
 OT0164  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 OT0164
 OT0164  VERT ORDER      -  FIRST     CLASS II
 OT0164
 OT0164.The horizontal coordinates were scaled from a map and have
 OT0164.an estimated accuracy of +/- 6 seconds.
 OT0164
 OT0164.The orthometric height was determined by differential leveling and
 OT0164.adjusted by the NATIONAL GEODETIC SURVEY
 OT0164.in June 1991.
 OT0164
 OT0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0164.GEOID18 height accuracy estimate available here.
 OT0164
 OT0164.Click photographs - Photos may exist for this station.
 OT0164
 OT0164.The dynamic height is computed by dividing the NAVD 88
 OT0164.geopotential number by the normal gravity value computed on the
 OT0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0164.degrees latitude (g = 980.6199 gals.).
 OT0164
 OT0164.The modeled gravity was interpolated from observed gravity values.
 OT0164
 OT0164;                    North         East    Units  Estimated Accuracy
 OT0164;SPC SD S     -   175,700.      463,130.      MT  (+/- 180 meters Scaled)
 OT0164
 OT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ379652(NAD 83)
 OT0164
 OT0164                          SUPERSEDED SURVEY CONTROL
 OT0164
 OT0164  NGVD 29 (??/??/92)  787.484  (m)         2583.60   (f) ADJ UNCH    1 2
 OT0164
 OT0164.Superseded values are not recommended for survey control.
 OT0164
 OT0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0164.See file dsdata.pdf to determine how the superseded data were derived.
 OT0164
 OT0164_MARKER: DB = BENCH MARK DISK
 OT0164_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0164_STAMPING: A 388 1962
 OT0164_MARK LOGO: CGS
 OT0164_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0164+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0164_ROD/PIPE-DEPTH: 4.9 meters
 OT0164
 OT0164  HISTORY     - Date     Condition        Report By
 OT0164  HISTORY     - 1962     MONUMENTED       CGS
 OT0164  HISTORY     - 19910713 GOOD             NGS
 OT0164  HISTORY     - 20120619 GOOD             INDIV
 OT0164
 OT0164                          STATION DESCRIPTION
 OT0164
 OT0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0164'9.6 MI SE FROM QUINN.
 OT0164'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0164'AT QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE
 OT0164'4.75 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 OT0164'SOUTHEAST ALONG INTERSTATE HIGHWAY 90, 113 FEET NORTHEAST OF
 OT0164'THE CENTER LINE OF THE HIGHWAY, 64 FEET SOUTHEAST OF A POWER
 OT0164'POLE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 OT0164'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 OT0164'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED
 OT0164'IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.  NOTE-- SET AN
 OT0164'ADDITIONAL METAL WITNESS POST 1.0 FOOT WEST OF THE MARK.
 OT0164
 OT0164                          STATION RECOVERY (1991)
 OT0164
 OT0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0164'19.7 KM (12.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0164'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 0.35 KM (0.20 MI)
 OT0164'SOUTHEAST OF MILEPOST 123, 34.6 M (113.5 FT) NORTHEAST OF THE
 OT0164'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 19.6 M (64.3 FT)
 OT0164'SOUTHEAST OF A UTILITY POLE, 10.0 M (32.8 FT) NORTHWEST OF THE MOST
 OT0164'NORTHWESTERLY OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT) BELOW THE LEVEL
 OT0164'OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0
 OT0164'FT) NORTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT) SOUTHWEST OF THE
 OT0164'FENCE.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH
 OT0164'WITH THE GROUND SURFACE.
 OT0164
 OT0164                          STATION RECOVERY (2012)
 OT0164
 OT0164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0761 ***********************************************************************
 PT0761  DESIGNATION -  A 389
 PT0761  PID         -  PT0761
 PT0761  STATE/COUNTY-  SD/HAAKON
 PT0761  COUNTRY     -  US
 PT0761  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0761
 PT0761                         *CURRENT SURVEY CONTROL
 PT0761  ______________________________________________________________________
 PT0761* NAD 83(1986) POSITION- 44 03 09.     (N) 101 53 14.     (W)   SCALED
 PT0761* NAVD 88 ORTHO HEIGHT -   780.161 (meters)     2559.58  (feet) ADJUSTED
 PT0761  ______________________________________________________________________
 PT0761  GEOID HEIGHT    -        -20.283 (meters)                     GEOID18
 PT0761  DYNAMIC HEIGHT  -        779.929 (meters)     2558.82  (feet) COMP
 PT0761  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 PT0761
 PT0761  VERT ORDER      -  SECOND    CLASS 0
 PT0761
 PT0761.The horizontal coordinates were scaled from a map and have
 PT0761.an estimated accuracy of +/- 6 seconds.
 PT0761
 PT0761.The orthometric height was determined by differential leveling and
 PT0761.adjusted by the NATIONAL GEODETIC SURVEY
 PT0761.in June 1991.
 PT0761
 PT0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0761.GEOID18 height accuracy estimate available here.
 PT0761
 PT0761.Click photographs - Photos may exist for this station.
 PT0761
 PT0761.The dynamic height is computed by dividing the NAVD 88
 PT0761.geopotential number by the normal gravity value computed on the
 PT0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0761.degrees latitude (g = 980.6199 gals.).
 PT0761
 PT0761.The modeled gravity was interpolated from observed gravity values.
 PT0761
 PT0761;                    North         East    Units  Estimated Accuracy
 PT0761;SPC SD S     -   192,150.      475,490.      MT  (+/- 180 meters Scaled)
 PT0761
 PT0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP687817(NAD 83)
 PT0761
 PT0761                          SUPERSEDED SURVEY CONTROL
 PT0761
 PT0761  NGVD 29 (??/??/92)  779.706  (m)         2558.09   (f) ADJ UNCH    2 0
 PT0761
 PT0761.Superseded values are not recommended for survey control.
 PT0761
 PT0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0761.See file dsdata.pdf to determine how the superseded data were derived.
 PT0761
 PT0761_MARKER: DB = BENCH MARK DISK
 PT0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0761_STAMPING: A 389 1962
 PT0761_MARK LOGO: CGS
 PT0761_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0761+STABILITY: SURFACE MOTION
 PT0761
 PT0761  HISTORY     - Date     Condition        Report By
 PT0761  HISTORY     - 1962     MONUMENTED       CGS
 PT0761
 PT0761                          STATION DESCRIPTION
 PT0761
 PT0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0761'6.8 MI N FROM COTTONWOOD.
 PT0761'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE AT
 PT0761'COTTONWOOD, THENCE 6.55 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0761'61 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD INTERSECTION, 52
 PT0761'FEET EAST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTH OF THE
 PT0761'CENTER LINE OF A DIRT ROAD LEADING EAST, 18 FEET EAST-NORTHEAST
 PT0761'OF A POWER POLE BRACED BY A GUY WIRE, 16 1/2 FEET EAST OF A
 PT0761'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A
 PT0761'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 PT0761'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0315 ***********************************************************************
 QT0315  DESIGNATION -  A 390
 QT0315  PID         -  QT0315
 QT0315  STATE/COUNTY-  SD/BUTTE
 QT0315  COUNTRY     -  US
 QT0315  USGS QUAD   -  BATTLE CREEK BUTTE (2017)
 QT0315
 QT0315                         *CURRENT SURVEY CONTROL
 QT0315  ______________________________________________________________________
 QT0315* NAD 83(1986) POSITION- 45 00 11.     (N) 103 52 27.     (W)   SCALED
 QT0315* NAVD 88 ORTHO HEIGHT -   944.558 (meters)     3098.94  (feet) ADJUSTED
 QT0315  ______________________________________________________________________
 QT0315  GEOID HEIGHT    -        -15.852 (meters)                     GEOID18
 QT0315  DYNAMIC HEIGHT  -        944.309 (meters)     3098.12  (feet) COMP
 QT0315  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 QT0315
 QT0315  VERT ORDER      -  SECOND    CLASS 0
 QT0315
 QT0315.The horizontal coordinates were scaled from a map and have
 QT0315.an estimated accuracy of +/- 6 seconds.
 QT0315
 QT0315.The orthometric height was determined by differential leveling and
 QT0315.adjusted by the NATIONAL GEODETIC SURVEY
 QT0315.in June 1991.
 QT0315
 QT0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0315.GEOID18 height accuracy estimate available here.
 QT0315
 QT0315.Click photographs - Photos may exist for this station.
 QT0315
 QT0315.The dynamic height is computed by dividing the NAVD 88
 QT0315.geopotential number by the normal gravity value computed on the
 QT0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0315.degrees latitude (g = 980.6199 gals.).
 QT0315
 QT0315.The modeled gravity was interpolated from observed gravity values.
 QT0315
 QT0315;                    North         East    Units  Estimated Accuracy
 QT0315;SPC SD N     -   137,290.      294,690.      MT  (+/- 180 meters Scaled)
 QT0315
 QT0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK887839(NAD 83)
 QT0315
 QT0315                          SUPERSEDED SURVEY CONTROL
 QT0315
 QT0315  NGVD 29 (??/??/92)  944.062  (m)         3097.31   (f) ADJ UNCH    2 0
 QT0315
 QT0315.Superseded values are not recommended for survey control.
 QT0315
 QT0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0315.See file dsdata.pdf to determine how the superseded data were derived.
 QT0315
 QT0315_MARKER: DB = BENCH MARK DISK
 QT0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0315_STAMPING: A 390 1962
 QT0315_MARK LOGO: CGS
 QT0315_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0315+STABILITY: SURFACE MOTION
 QT0315
 QT0315  HISTORY     - Date     Condition        Report By
 QT0315  HISTORY     - 1962     MONUMENTED       CGS
 QT0315  HISTORY     - 1968     GOOD             DOD
 QT0315
 QT0315                          STATION DESCRIPTION
 QT0315
 QT0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0315'24.2 MI N FROM BELLE FOURCHE.
 QT0315'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0315'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 QT0315'11.75 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 15, T 12 N,
 QT0315'R 2 E, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH
 QT0315'OF A T FENCE EAST, 1 FOOT WEST OF A FENCE, 1.2 FEET NORTH OF A
 QT0315'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 QT0315'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QT0315
 QT0315                          STATION RECOVERY (1968)
 QT0315
 QT0315'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 QT0315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1002 ***********************************************************************
 PU1002  DESIGNATION -  A 392
 PU1002  PID         -  PU1002
 PU1002  STATE/COUNTY-  SD/MEADE
 PU1002  COUNTRY     -  US
 PU1002  USGS QUAD   -  REDOWL (2017)
 PU1002
 PU1002                         *CURRENT SURVEY CONTROL
 PU1002  ______________________________________________________________________
 PU1002* NAD 83(1986) POSITION- 44 43 07.     (N) 102 30 43.     (W)   SCALED
 PU1002* NAVD 88 ORTHO HEIGHT -   844.966 (meters)     2772.19  (feet) ADJUSTED
 PU1002  ______________________________________________________________________
 PU1002  GEOID HEIGHT    -        -18.455 (meters)                     GEOID18
 PU1002  DYNAMIC HEIGHT  -        844.766 (meters)     2771.54  (feet) COMP
 PU1002  MODELED GRAVITY -    980,351.4   (mgal)                       NAVD 88
 PU1002
 PU1002  VERT ORDER      -  SECOND    CLASS 0
 PU1002
 PU1002.The horizontal coordinates were scaled from a map and have
 PU1002.an estimated accuracy of +/- 6 seconds.
 PU1002
 PU1002.The orthometric height was determined by differential leveling and
 PU1002.adjusted by the NATIONAL GEODETIC SURVEY
 PU1002.in June 1991.
 PU1002
 PU1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1002.GEOID18 height accuracy estimate available here.
 PU1002
 PU1002.Click photographs - Photos may exist for this station.
 PU1002
 PU1002.The dynamic height is computed by dividing the NAVD 88
 PU1002.geopotential number by the normal gravity value computed on the
 PU1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1002.degrees latitude (g = 980.6199 gals.).
 PU1002
 PU1002.The modeled gravity was interpolated from observed gravity values.
 PU1002
 PU1002;                    North         East    Units  Estimated Accuracy
 PU1002;SPC SD N     -   101,460.      401,020.      MT  (+/- 180 meters Scaled)
 PU1002
 PU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK970547(NAD 83)
 PU1002
 PU1002                          SUPERSEDED SURVEY CONTROL
 PU1002
 PU1002  NGVD 29 (??/??/92)  844.505  (m)         2770.68   (f) ADJ UNCH    2 0
 PU1002
 PU1002.Superseded values are not recommended for survey control.
 PU1002
 PU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1002.See file dsdata.pdf to determine how the superseded data were derived.
 PU1002
 PU1002_MARKER: DB = BENCH MARK DISK
 PU1002_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1002_STAMPING: A 392 1963
 PU1002_MARK LOGO: CGS
 PU1002_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1002_ROD/PIPE-DEPTH: 4.0 meters
 PU1002
 PU1002  HISTORY     - Date     Condition        Report By
 PU1002  HISTORY     - 1963     MONUMENTED       CGS
 PU1002
 PU1002                          STATION DESCRIPTION
 PU1002
 PU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1002'3.7 MI NE FROM RED OWL.
 PU1002'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU1002'POST OFFICE AT RED OWL, THENCE 2.0 MILES EAST ALONG A GRAVELED
 PU1002'ROAD, AT A JUNCTION OF A TRAIL ROAD LEADING SOUTH AND AT A
 PU1002'POINT WHERE A POWER LINE MAKES A 90 DEGREE TURN TO THE SOUTH
 PU1002'AND AT A POINT WHERE A POWER LINE MARKS A 90 DEGREE TURN TO THE
 PU1002'SOUTH, IN SECTION 26, T 9 N, R 13 E, 84 FEET SOUTH OF THE
 PU1002'CENTER LINE OF THE ROAD, 28 FEET EAST OF THE CENTER LINE OF THE
 PU1002'TRAIL ROAD, 1 FOOT WEST OF A FENCE, 1.0 FOOT EAST OF A METAL
 PU1002'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ON
 PU1002'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 PU1002'DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4
 PU1002'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0006 ***********************************************************************
 PU0006  DESIGNATION -  A 393
 PU0006  PID         -  PU0006
 PU0006  STATE/COUNTY-  SD/MEADE
 PU0006  COUNTRY     -  US
 PU0006  USGS QUAD   -  OPAL EAST (2017)
 PU0006
 PU0006                         *CURRENT SURVEY CONTROL
 PU0006  ______________________________________________________________________
 PU0006* NAD 83(1986) POSITION- 44 59 38.     (N) 102 24 06.     (W)   SCALED
 PU0006* NAVD 88 ORTHO HEIGHT -   863.246 (meters)     2832.17  (feet) ADJUSTED
 PU0006  ______________________________________________________________________
 PU0006  GEOID HEIGHT    -        -18.524 (meters)                     GEOID18
 PU0006  DYNAMIC HEIGHT  -        863.066 (meters)     2831.58  (feet) COMP
 PU0006  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 PU0006
 PU0006  VERT ORDER      -  SECOND    CLASS 0
 PU0006
 PU0006.The horizontal coordinates were scaled from a map and have
 PU0006.an estimated accuracy of +/- 6 seconds.
 PU0006
 PU0006.The orthometric height was determined by differential leveling and
 PU0006.adjusted by the NATIONAL GEODETIC SURVEY
 PU0006.in June 1991.
 PU0006
 PU0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0006.GEOID18 height accuracy estimate available here.
 PU0006
 PU0006.Click photographs - Photos may exist for this station.
 PU0006
 PU0006.The dynamic height is computed by dividing the NAVD 88
 PU0006.geopotential number by the normal gravity value computed on the
 PU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0006.degrees latitude (g = 980.6199 gals.).
 PU0006
 PU0006.The modeled gravity was interpolated from observed gravity values.
 PU0006
 PU0006;                    North         East    Units  Estimated Accuracy
 PU0006;SPC SD N     -   131,770.      410,660.      MT  (+/- 180 meters Scaled)
 PU0006
 PU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK048855(NAD 83)
 PU0006
 PU0006                          SUPERSEDED SURVEY CONTROL
 PU0006
 PU0006  NGVD 29 (??/??/92)  862.783  (m)         2830.65   (f) ADJ UNCH    2 0
 PU0006
 PU0006.Superseded values are not recommended for survey control.
 PU0006
 PU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0006.See file dsdata.pdf to determine how the superseded data were derived.
 PU0006
 PU0006_MARKER: DB = BENCH MARK DISK
 PU0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0006_STAMPING: A 393 1963
 PU0006_MARK LOGO: CGS
 PU0006_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0006+STABILITY: SURFACE MOTION
 PU0006
 PU0006  HISTORY     - Date     Condition        Report By
 PU0006  HISTORY     - 1963     MONUMENTED       CGS
 PU0006
 PU0006                          STATION DESCRIPTION
 PU0006
 PU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0006'10.6 MI SE FROM MAURINE.
 PU0006'0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0006'THENCE 9.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY U.S.
 PU0006'HIGHWAY 212, ON THE NORTH SIDE OF THE ROAD AND ON THE WEST
 PU0006'SLOPE OF A HILL, AT THE JUNCTION OF A T FENCE, 35 FEET NORTH
 PU0006'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF THE NORTH-SOUTH
 PU0006'FENCE, 2 FEET SOUTH OF AN EAST-WEST FENCE, 1.0 FEET SOUTH OF A
 PU0006'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0006'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0223 ***********************************************************************
 PU0223  DESIGNATION -  A 394
 PU0223  PID         -  PU0223
 PU0223  STATE/COUNTY-  SD/MEADE
 PU0223  COUNTRY     -  US
 PU0223  USGS QUAD   -  REED DAM (2017)
 PU0223
 PU0223                         *CURRENT SURVEY CONTROL
 PU0223  ______________________________________________________________________
 PU0223* NAD 83(1986) POSITION- 44 50 56.     (N) 102 10 16.     (W)   SCALED
 PU0223* NAVD 88 ORTHO HEIGHT -   720.648 (meters)     2364.33  (feet) ADJUSTED
 PU0223  ______________________________________________________________________
 PU0223  GEOID HEIGHT    -        -19.344 (meters)                     GEOID18
 PU0223  DYNAMIC HEIGHT  -        720.492 (meters)     2363.81  (feet) COMP
 PU0223  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 PU0223
 PU0223  VERT ORDER      -  SECOND    CLASS 0
 PU0223
 PU0223.The horizontal coordinates were scaled from a map and have
 PU0223.an estimated accuracy of +/- 6 seconds.
 PU0223
 PU0223.The orthometric height was determined by differential leveling and
 PU0223.adjusted by the NATIONAL GEODETIC SURVEY
 PU0223.in June 1991.
 PU0223
 PU0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0223.GEOID18 height accuracy estimate available here.
 PU0223
 PU0223.Click photographs - Photos may exist for this station.
 PU0223
 PU0223.The dynamic height is computed by dividing the NAVD 88
 PU0223.geopotential number by the normal gravity value computed on the
 PU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0223.degrees latitude (g = 980.6199 gals.).
 PU0223
 PU0223.The modeled gravity was interpolated from observed gravity values.
 PU0223
 PU0223;                    North         East    Units  Estimated Accuracy
 PU0223;SPC SD N     -   115,150.      428,400.      MT  (+/- 180 meters Scaled)
 PU0223
 PU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK235700(NAD 83)
 PU0223
 PU0223                          SUPERSEDED SURVEY CONTROL
 PU0223
 PU0223  NGVD 29 (??/??/92)  720.189  (m)         2362.82   (f) ADJ UNCH    2 0
 PU0223
 PU0223.Superseded values are not recommended for survey control.
 PU0223
 PU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0223.See file dsdata.pdf to determine how the superseded data were derived.
 PU0223
 PU0223_MARKER: DB = BENCH MARK DISK
 PU0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0223_STAMPING: A 394 1963
 PU0223_MARK LOGO: CGS
 PU0223_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0223_ROD/PIPE-DEPTH: 3.4 meters
 PU0223
 PU0223  HISTORY     - Date     Condition        Report By
 PU0223  HISTORY     - 1963     MONUMENTED       CGS
 PU0223
 PU0223                          STATION DESCRIPTION
 PU0223
 PU0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0223'18.5 MI SW FROM FAITH.
 PU0223'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0223'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE 12.05
 PU0223'MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 6.45 MILES WEST ALONG
 PU0223'A GRADED DIRT ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE
 PU0223'ROAD, 85 YARDS EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE,
 PU0223'12 FEET NORTH OF A POWER POLE, 1 1/2 FEET NORTH OF A FENCE,
 PU0223'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0223'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PU0223'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0223'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0060 ***********************************************************************
 PU0060  DESIGNATION -  A 395
 PU0060  PID         -  PU0060
 PU0060  STATE/COUNTY-  SD/MEADE
 PU0060  COUNTRY     -  US
 PU0060  USGS QUAD   -  OPAL EAST (2017)
 PU0060
 PU0060                         *CURRENT SURVEY CONTROL
 PU0060  ______________________________________________________________________
 PU0060* NAD 83(1986) POSITION- 44 54 24.     (N) 102 24 39.     (W)   SCALED
 PU0060* NAVD 88 ORTHO HEIGHT -   805.558 (meters)     2642.90  (feet) ADJUSTED
 PU0060  ______________________________________________________________________
 PU0060  GEOID HEIGHT    -        -18.588 (meters)                     GEOID18
 PU0060  DYNAMIC HEIGHT  -        805.384 (meters)     2642.33  (feet) COMP
 PU0060  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 PU0060
 PU0060  VERT ORDER      -  SECOND    CLASS 0
 PU0060
 PU0060.The horizontal coordinates were scaled from a map and have
 PU0060.an estimated accuracy of +/- 6 seconds.
 PU0060
 PU0060.The orthometric height was determined by differential leveling and
 PU0060.adjusted by the NATIONAL GEODETIC SURVEY
 PU0060.in June 1991.
 PU0060
 PU0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0060.GEOID18 height accuracy estimate available here.
 PU0060
 PU0060.Click photographs - Photos may exist for this station.
 PU0060
 PU0060.The dynamic height is computed by dividing the NAVD 88
 PU0060.geopotential number by the normal gravity value computed on the
 PU0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0060.degrees latitude (g = 980.6199 gals.).
 PU0060
 PU0060.The modeled gravity was interpolated from observed gravity values.
 PU0060
 PU0060;                    North         East    Units  Estimated Accuracy
 PU0060;SPC SD N     -   122,110.      409,640.      MT  (+/- 180 meters Scaled)
 PU0060
 PU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK043758(NAD 83)
 PU0060
 PU0060                          SUPERSEDED SURVEY CONTROL
 PU0060
 PU0060  NGVD 29 (??/??/92)  805.097  (m)         2641.39   (f) ADJ UNCH    2 0
 PU0060
 PU0060.Superseded values are not recommended for survey control.
 PU0060
 PU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0060.See file dsdata.pdf to determine how the superseded data were derived.
 PU0060
 PU0060_MARKER: DB = BENCH MARK DISK
 PU0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0060_STAMPING: A 395 1963
 PU0060_MARK LOGO: CGS
 PU0060_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0060+STABILITY: SURFACE MOTION
 PU0060
 PU0060  HISTORY     - Date     Condition        Report By
 PU0060  HISTORY     - 1963     MONUMENTED       CGS
 PU0060
 PU0060                          STATION DESCRIPTION
 PU0060
 PU0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0060'4.8 MI E FROM OPAL.
 PU0060'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0060'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0060'102 FEET NORTHWEST OF THE CENTER LINE OF A CURVE IN THE ROAD, 27
 PU0060'FEET EAST OF THE CENTER OF A GATE, 1 FOOT SOUTH OF A FENCE, 2.0
 PU0060'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0060'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0344 ***********************************************************************
 OT0344  DESIGNATION -  A 396
 OT0344  PID         -  OT0344
 OT0344  STATE/COUNTY-  SD/CUSTER
 OT0344  COUNTRY     -  US
 OT0344  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0344
 OT0344                         *CURRENT SURVEY CONTROL
 OT0344  ______________________________________________________________________
 OT0344* NAD 83(1986) POSITION- 43 31 53.     (N) 103 17 19.     (W)   SCALED
 OT0344* NAVD 88 ORTHO HEIGHT -  1006.631 (meters)     3302.59  (feet) ADJUSTED
 OT0344  ______________________________________________________________________
 OT0344  GEOID HEIGHT    -        -16.072 (meters)                     GEOID18
 OT0344  DYNAMIC HEIGHT  -       1006.234 (meters)     3301.29  (feet) COMP
 OT0344  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 OT0344
 OT0344  VERT ORDER      -  FIRST     CLASS II
 OT0344
 OT0344.The horizontal coordinates were scaled from a map and have
 OT0344.an estimated accuracy of +/- 6 seconds.
 OT0344
 OT0344.The orthometric height was determined by differential leveling and
 OT0344.adjusted by the NATIONAL GEODETIC SURVEY
 OT0344.in June 1991.
 OT0344
 OT0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0344.GEOID18 height accuracy estimate available here.
 OT0344
 OT0344.Click photographs - Photos may exist for this station.
 OT0344
 OT0344.The dynamic height is computed by dividing the NAVD 88
 OT0344.geopotential number by the normal gravity value computed on the
 OT0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0344.degrees latitude (g = 980.6199 gals.).
 OT0344
 OT0344.The modeled gravity was interpolated from observed gravity values.
 OT0344
 OT0344;                    North         East    Units  Estimated Accuracy
 OT0344;SPC SD S     -   137,340.      361,180.      MT  (+/- 180 meters Scaled)
 OT0344
 OT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ382212(NAD 83)
 OT0344
 OT0344                          SUPERSEDED SURVEY CONTROL
 OT0344
 OT0344  NGVD 29 (??/??/92) 1006.148  (m)         3301.00   (f) ADJ UNCH    1 2
 OT0344
 OT0344.Superseded values are not recommended for survey control.
 OT0344
 OT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0344.See file dsdata.pdf to determine how the superseded data were derived.
 OT0344
 OT0344_MARKER: DB = BENCH MARK DISK
 OT0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0344_STAMPING: A 396 1963
 OT0344_MARK LOGO: CGS
 OT0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0344+STABILITY: SURFACE MOTION
 OT0344
 OT0344  HISTORY     - Date     Condition        Report By
 OT0344  HISTORY     - 1963     MONUMENTED       CGS
 OT0344
 OT0344                          STATION DESCRIPTION
 OT0344
 OT0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0344'3.1 MI N FROM BUFFALO GAP.
 OT0344'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0344'BANK AT BUFFALO GAP, THENCE 3.0 MILES NORTH ALONG THE CHICAGO
 OT0344'AND NORTH WESTERN RAILWAY, IN SECTION 16, T 6 S, R 7 E, 14 POLES
 OT0344'SOUTH OF MILE POST 55, 69 FEET EAST OF THE EAST RAIL, 61 FEET
 OT0344'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 1.6 FEET NORTH OF A
 OT0344'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS,
 OT0344'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0538 ***********************************************************************
 OT0538  DESIGNATION -  A 397
 OT0538  PID         -  OT0538
 OT0538  STATE/COUNTY-  SD/FALL RIVER
 OT0538  COUNTRY     -  US
 OT0538  USGS QUAD   -  EDGEMONT (2017)
 OT0538
 OT0538                         *CURRENT SURVEY CONTROL
 OT0538  ______________________________________________________________________
 OT0538* NAD 83(1986) POSITION- 43 19 36.     (N) 103 47 48.     (W)   SCALED
 OT0538* NAVD 88 ORTHO HEIGHT -  1053.332 (meters)     3455.81  (feet) ADJUSTED
 OT0538  ______________________________________________________________________
 OT0538  GEOID HEIGHT    -        -15.050 (meters)                     GEOID18
 OT0538  DYNAMIC HEIGHT  -       1052.901 (meters)     3454.39  (feet) COMP
 OT0538  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 OT0538
 OT0538  VERT ORDER      -  FIRST     CLASS II
 OT0538
 OT0538.The horizontal coordinates were scaled from a map and have
 OT0538.an estimated accuracy of +/- 6 seconds.
 OT0538
 OT0538.The orthometric height was determined by differential leveling and
 OT0538.adjusted by the NATIONAL GEODETIC SURVEY
 OT0538.in June 1991.
 OT0538
 OT0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0538.GEOID18 height accuracy estimate available here.
 OT0538
 OT0538.Click photographs - Photos may exist for this station.
 OT0538
 OT0538.The dynamic height is computed by dividing the NAVD 88
 OT0538.geopotential number by the normal gravity value computed on the
 OT0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0538.degrees latitude (g = 980.6199 gals.).
 OT0538
 OT0538.The modeled gravity was interpolated from observed gravity values.
 OT0538
 OT0538;                    North         East    Units  Estimated Accuracy
 OT0538;SPC SD S     -   116,210.      319,200.      MT  (+/- 180 meters Scaled)
 OT0538
 OT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH975977(NAD 83)
 OT0538
 OT0538                          SUPERSEDED SURVEY CONTROL
 OT0538
 OT0538  NGVD 29 (??/??/92) 1052.790  (m)         3454.03   (f) ADJ UNCH    1 2
 OT0538
 OT0538.Superseded values are not recommended for survey control.
 OT0538
 OT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0538.See file dsdata.pdf to determine how the superseded data were derived.
 OT0538
 OT0538_MARKER: DB = BENCH MARK DISK
 OT0538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0538_STAMPING: A 397 1963
 OT0538_MARK LOGO: CGS
 OT0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0538
 OT0538  HISTORY     - Date     Condition        Report By
 OT0538  HISTORY     - 1963     MONUMENTED       CGS
 OT0538  HISTORY     - 1985     GOOD             NGS
 OT0538
 OT0538                          STATION DESCRIPTION
 OT0538
 OT0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0538'2.4 MI NE FROM EDGEMONT.
 OT0538'ABOUT 2.35 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0538'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 29,
 OT0538'T 8 S, R 3 E, AT A ROAD CROSSING, 49 FEET SOUTHEAST OF THE SOUTHEAST
 OT0538'RAIL, 59 FEET EAST OF THE CENTER OF THE ROAD CROSSING, 1 FOOT
 OT0538'NORTHWEST OF A FENCE, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT
 OT0538'LEVEL WITH THE RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OT0538'ROD THAT IS DRIVEN TO A DEPTH OF 22 FEET AND IS ENCASED IN A
 OT0538'6-INCH TILE PROJECTING 6 INCHES.
 OT0538
 OT0538                          STATION RECOVERY (1985)
 OT0538
 OT0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0140 ***********************************************************************
 OQ0140  DESIGNATION -  A 4
 OQ0140  PID         -  OQ0140
 OQ0140  STATE/COUNTY-  SD/LINCOLN
 OQ0140  COUNTRY     -  US
 OQ0140  USGS QUAD   -  HAWARDEN NORTH (2018)
 OQ0140
 OQ0140                         *CURRENT SURVEY CONTROL
 OQ0140  ______________________________________________________________________
 OQ0140* NAD 83(1986) POSITION- 43 07 02.     (N) 096 27 37.     (W)   SCALED
 OQ0140* NAVD 88 ORTHO HEIGHT -   369.729 (meters)     1213.02  (feet) ADJUSTED
 OQ0140  ______________________________________________________________________
 OQ0140  GEOID HEIGHT    -        -26.251 (meters)                     GEOID18
 OQ0140  DYNAMIC HEIGHT  -        369.625 (meters)     1212.68  (feet) COMP
 OQ0140  MODELED GRAVITY -    980,329.2   (mgal)                       NAVD 88
 OQ0140
 OQ0140  VERT ORDER      -  FIRST     CLASS II
 OQ0140
 OQ0140.The horizontal coordinates were scaled from a map and have
 OQ0140.an estimated accuracy of +/- 6 seconds.
 OQ0140
 OQ0140.The orthometric height was determined by differential leveling and
 OQ0140.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0140.in June 1991.
 OQ0140
 OQ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0140.GEOID18 height accuracy estimate available here.
 OQ0140
 OQ0140.Click photographs - Photos may exist for this station.
 OQ0140
 OQ0140.The dynamic height is computed by dividing the NAVD 88
 OQ0140.geopotential number by the normal gravity value computed on the
 OQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0140.degrees latitude (g = 980.6199 gals.).
 OQ0140
 OQ0140.The modeled gravity was interpolated from observed gravity values.
 OQ0140
 OQ0140;                    North         East    Units  Estimated Accuracy
 OQ0140;SPC SD S     -    94,430.      915,080.      MT  (+/- 180 meters Scaled)
 OQ0140
 OQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN066769(NAD 83)
 OQ0140
 OQ0140                          SUPERSEDED SURVEY CONTROL
 OQ0140
 OQ0140  NGVD 29 (??/??/92)  369.505  (m)         1212.28   (f) ADJ UNCH    1 2
 OQ0140
 OQ0140.Superseded values are not recommended for survey control.
 OQ0140
 OQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0140.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0140
 OQ0140_MARKER: B = BOLT
 OQ0140_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0140_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0140
 OQ0140  HISTORY     - Date     Condition        Report By
 OQ0140  HISTORY     - 1905     MONUMENTED       CGS
 OQ0140  HISTORY     - 1949     GOOD             CGS
 OQ0140  HISTORY     - 20120229 MARK NOT FOUND   INDIV
 OQ0140
 OQ0140                          STATION DESCRIPTION
 OQ0140
 OQ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0140'0.9 MI S FROM HUDSON.
 OQ0140'0.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0140'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HUDSON, 40.0 FEET
 OQ0140'EAST OF THE EAST RAIL, 46.0 FEET WEST OF THE CENTER LINE OF A
 OQ0140'ROAD, 19.0 FEET SOUTHWEST OF THE MOST WESTERLY POLE OF TWO POLES
 OQ0140'BEARING FOUR CROSS ARMS, 5.7 FEET SOUTHWEST OF FENCE CORNER
 OQ0140'POST, 2.5 FEET WEST OF RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF A
 OQ0140'REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN THE TOP OF A
 OQ0140'PINK JASPER STONE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OQ0140
 OQ0140                          STATION RECOVERY (2012)
 OQ0140
 OQ0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0820 ***********************************************************************
 PT0820  DESIGNATION -  A 4 S
 PT0820  PID         -  PT0820
 PT0820  STATE/COUNTY-  SD/HAAKON
 PT0820  COUNTRY     -  US
 PT0820  USGS QUAD   -  HILLAND (2017)
 PT0820
 PT0820                         *CURRENT SURVEY CONTROL
 PT0820  ______________________________________________________________________
 PT0820* NAD 83(1986) POSITION- 44 15 18.     (N) 101 51 40.     (W)   SCALED
 PT0820* NAVD 88 ORTHO HEIGHT -   826.023 (meters)     2710.04  (feet) ADJUSTED
 PT0820  ______________________________________________________________________
 PT0820  GEOID HEIGHT    -        -20.332 (meters)                     GEOID18
 PT0820  DYNAMIC HEIGHT  -        825.791 (meters)     2709.28  (feet) COMP
 PT0820  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 PT0820
 PT0820  VERT ORDER      -  SECOND    CLASS 0
 PT0820
 PT0820.The horizontal coordinates were scaled from a map and have
 PT0820.an estimated accuracy of +/- 6 seconds.
 PT0820
 PT0820.The orthometric height was determined by differential leveling and
 PT0820.adjusted by the NATIONAL GEODETIC SURVEY
 PT0820.in June 1991.
 PT0820
 PT0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0820.GEOID18 height accuracy estimate available here.
 PT0820
 PT0820.Click photographs - Photos may exist for this station.
 PT0820
 PT0820.The dynamic height is computed by dividing the NAVD 88
 PT0820.geopotential number by the normal gravity value computed on the
 PT0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0820.degrees latitude (g = 980.6199 gals.).
 PT0820
 PT0820.The modeled gravity was interpolated from observed gravity values.
 PT0820
 PT0820;                    North         East    Units  Estimated Accuracy
 PT0820;SPC SD S     -   214,610.      478,000.      MT  (+/- 180 meters Scaled)
 PT0820
 PT0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ715041(NAD 83)
 PT0820
 PT0820                          SUPERSEDED SURVEY CONTROL
 PT0820
 PT0820  NGVD 29 (??/??/92)  825.56   (m)         2708.5    (f) COMPUTED    2 0
 PT0820
 PT0820.Superseded values are not recommended for survey control.
 PT0820
 PT0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0820.See file dsdata.pdf to determine how the superseded data were derived.
 PT0820
 PT0820_MARKER: DS = TRIANGULATION STATION DISK
 PT0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0820_STAMPING: A 4 S 1961
 PT0820_MARK LOGO: CGS
 PT0820_PROJECTION: FLUSH
 PT0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0820+STABILITY: SURFACE MOTION
 PT0820
 PT0820  HISTORY     - Date     Condition        Report By
 PT0820  HISTORY     - 1961     MONUMENTED       CGS
 PT0820  HISTORY     - 1962     GOOD             CGS
 PT0820
 PT0820                          STATION DESCRIPTION
 PT0820
 PT0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0820'3.2 MI S FROM HILLAND.
 PT0820'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0820'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0820'ROAD, THENCE 0.45 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0820'0.7 MILE WEST ALONG A DIRT ROAD, AT THE CREST OF A HILL, IN
 PT0820'SECTION 5, T 3 N, R 19 E, ABOUT 0.2 MILE NORTHWEST OF A FARMHOUSE,
 PT0820'39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF
 PT0820'A FENCE, 4.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 PT0820'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PT0820'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0819 ***********************************************************************
 PT0819  DESIGNATION -  A 4 S RM 1
 PT0819  PID         -  PT0819
 PT0819  STATE/COUNTY-  SD/HAAKON
 PT0819  COUNTRY     -  US
 PT0819  USGS QUAD   -  HILLAND (2017)
 PT0819
 PT0819                         *CURRENT SURVEY CONTROL
 PT0819  ______________________________________________________________________
 PT0819* NAD 83(1986) POSITION- 44 15 20.     (N) 101 51 39.     (W)   SCALED
 PT0819* NAVD 88 ORTHO HEIGHT -   825.281 (meters)     2707.61  (feet) ADJUSTED
 PT0819  ______________________________________________________________________
 PT0819  GEOID HEIGHT    -        -20.333 (meters)                     GEOID18
 PT0819  DYNAMIC HEIGHT  -        825.049 (meters)     2706.85  (feet) COMP
 PT0819  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 PT0819
 PT0819  VERT ORDER      -  SECOND    CLASS 0
 PT0819
 PT0819.The horizontal coordinates were scaled from a map and have
 PT0819.an estimated accuracy of +/- 6 seconds.
 PT0819
 PT0819.The orthometric height was determined by differential leveling and
 PT0819.adjusted by the NATIONAL GEODETIC SURVEY
 PT0819.in June 1991.
 PT0819
 PT0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0819.GEOID18 height accuracy estimate available here.
 PT0819
 PT0819.Click photographs - Photos may exist for this station.
 PT0819
 PT0819.The dynamic height is computed by dividing the NAVD 88
 PT0819.geopotential number by the normal gravity value computed on the
 PT0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0819.degrees latitude (g = 980.6199 gals.).
 PT0819
 PT0819.The modeled gravity was interpolated from observed gravity values.
 PT0819
 PT0819;                    North         East    Units  Estimated Accuracy
 PT0819;SPC SD S     -   214,670.      478,020.      MT  (+/- 180 meters Scaled)
 PT0819
 PT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ716042(NAD 83)
 PT0819
 PT0819                          SUPERSEDED SURVEY CONTROL
 PT0819
 PT0819  NGVD 29 (??/??/92)  824.82   (m)         2706.1    (f) COMPUTED    2 0
 PT0819
 PT0819.Superseded values are not recommended for survey control.
 PT0819
 PT0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0819.See file dsdata.pdf to determine how the superseded data were derived.
 PT0819
 PT0819_MARKER: DR = REFERENCE MARK DISK
 PT0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0819_STAMPING: A 4 S NO 1 1961
 PT0819_MARK LOGO: CGS
 PT0819_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0819+STABILITY: SURFACE MOTION
 PT0819
 PT0819  HISTORY     - Date     Condition        Report By
 PT0819  HISTORY     - 1961     MONUMENTED       CGS
 PT0819  HISTORY     - 1962     GOOD             CGS
 PT0819
 PT0819                          STATION DESCRIPTION
 PT0819
 PT0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0819'3.2 MI S FROM HILLAND.
 PT0819'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0819'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0819'ROAD, THENCE 0.45 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0819'0.7 MILE WEST ALONG A DIRT ROAD, AT THE CREST OF A HILL, IN
 PT0819'SECTION 5, T 3 N, R 19 E, ABOUT 0.2 MILE NORTHWEST OF A FARMHOUSE,
 PT0819'16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 56.3 FEET NORTH
 PT0819'OF A4S 1961, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PT0819'A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0818 ***********************************************************************
 PT0818  DESIGNATION -  A 4 S RM 2
 PT0818  PID         -  PT0818
 PT0818  STATE/COUNTY-  SD/HAAKON
 PT0818  COUNTRY     -  US
 PT0818  USGS QUAD   -  HILLAND (2017)
 PT0818
 PT0818                         *CURRENT SURVEY CONTROL
 PT0818  ______________________________________________________________________
 PT0818* NAD 83(1986) POSITION- 44 15 18.     (N) 101 51 38.     (W)   SCALED
 PT0818* NAVD 88 ORTHO HEIGHT -   824.808 (meters)     2706.06  (feet) ADJUSTED
 PT0818  ______________________________________________________________________
 PT0818  GEOID HEIGHT    -        -20.334 (meters)                     GEOID18
 PT0818  DYNAMIC HEIGHT  -        824.576 (meters)     2705.30  (feet) COMP
 PT0818  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 PT0818
 PT0818  VERT ORDER      -  SECOND    CLASS 0
 PT0818
 PT0818.The horizontal coordinates were scaled from a map and have
 PT0818.an estimated accuracy of +/- 6 seconds.
 PT0818
 PT0818.The orthometric height was determined by differential leveling and
 PT0818.adjusted by the NATIONAL GEODETIC SURVEY
 PT0818.in June 1991.
 PT0818
 PT0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0818.GEOID18 height accuracy estimate available here.
 PT0818
 PT0818.Click photographs - Photos may exist for this station.
 PT0818
 PT0818.The dynamic height is computed by dividing the NAVD 88
 PT0818.geopotential number by the normal gravity value computed on the
 PT0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0818.degrees latitude (g = 980.6199 gals.).
 PT0818
 PT0818.The modeled gravity was interpolated from observed gravity values.
 PT0818
 PT0818;                    North         East    Units  Estimated Accuracy
 PT0818;SPC SD S     -   214,610.      478,040.      MT  (+/- 180 meters Scaled)
 PT0818
 PT0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ716041(NAD 83)
 PT0818
 PT0818                          SUPERSEDED SURVEY CONTROL
 PT0818
 PT0818  NGVD 29 (??/??/92)  824.35   (m)         2704.6    (f) COMPUTED    2 0
 PT0818
 PT0818.Superseded values are not recommended for survey control.
 PT0818
 PT0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0818.See file dsdata.pdf to determine how the superseded data were derived.
 PT0818
 PT0818_MARKER: DR = REFERENCE MARK DISK
 PT0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0818_STAMPING: A 4 S NO 2 1961
 PT0818_MARK LOGO: CGS
 PT0818_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0818+STABILITY: SURFACE MOTION
 PT0818
 PT0818  HISTORY     - Date     Condition        Report By
 PT0818  HISTORY     - 1961     MONUMENTED       CGS
 PT0818  HISTORY     - 1962     GOOD             CGS
 PT0818
 PT0818                          STATION DESCRIPTION
 PT0818
 PT0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0818'3.2 MI S FROM HILLAND.
 PT0818'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0818'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0818'ROAD, THENCE 0.45 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.7
 PT0818'MILE WEST ALONG A DIRT ROAD, AT THE CREST OF A HILL, IN SECTION
 PT0818'5, T 3 N, R 19 E, ABOUT 0.2 MILE NORTHWEST OF A FARMHOUSE, 47
 PT0818'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 72.4 FEET EAST OF
 PT0818'A4S 1961, 1 FOOT NORTH OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL
 PT0818'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0818'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0815 ***********************************************************************
 PT0815  DESIGNATION -  A 4 T
 PT0815  PID         -  PT0815
 PT0815  STATE/COUNTY-  SD/HAAKON
 PT0815  COUNTRY     -  US
 PT0815  USGS QUAD   -  HILLAND (2017)
 PT0815
 PT0815                         *CURRENT SURVEY CONTROL
 PT0815  ______________________________________________________________________
 PT0815* NAD 83(1986) POSITION- 44 16 00.     (N) 101 50 53.     (W)   SCALED
 PT0815* NAVD 88 ORTHO HEIGHT -   805.863 (meters)     2643.90  (feet) ADJUSTED
 PT0815  ______________________________________________________________________
 PT0815  GEOID HEIGHT    -        -20.380 (meters)                     GEOID18
 PT0815  DYNAMIC HEIGHT  -        805.636 (meters)     2643.16  (feet) COMP
 PT0815  MODELED GRAVITY -    980,310.1   (mgal)                       NAVD 88
 PT0815
 PT0815  VERT ORDER      -  SECOND    CLASS 0
 PT0815
 PT0815.The horizontal coordinates were scaled from a map and have
 PT0815.an estimated accuracy of +/- 6 seconds.
 PT0815
 PT0815.The orthometric height was determined by differential leveling and
 PT0815.adjusted by the NATIONAL GEODETIC SURVEY
 PT0815.in June 1991.
 PT0815
 PT0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0815.GEOID18 height accuracy estimate available here.
 PT0815
 PT0815.Click photographs - Photos may exist for this station.
 PT0815
 PT0815.The dynamic height is computed by dividing the NAVD 88
 PT0815.geopotential number by the normal gravity value computed on the
 PT0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0815.degrees latitude (g = 980.6199 gals.).
 PT0815
 PT0815.The modeled gravity was interpolated from observed gravity values.
 PT0815
 PT0815;                    North         East    Units  Estimated Accuracy
 PT0815;SPC SD S     -   215,890.      479,070.      MT  (+/- 180 meters Scaled)
 PT0815
 PT0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ726054(NAD 83)
 PT0815
 PT0815                          SUPERSEDED SURVEY CONTROL
 PT0815
 PT0815  NGVD 29 (??/??/92)  805.40   (m)         2642.4    (f) COMPUTED    2 0
 PT0815
 PT0815.Superseded values are not recommended for survey control.
 PT0815
 PT0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0815.See file dsdata.pdf to determine how the superseded data were derived.
 PT0815
 PT0815_MARKER: DS = TRIANGULATION STATION DISK
 PT0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0815_STAMPING: A 4 T 1961
 PT0815_MARK LOGO: CGS
 PT0815_PROJECTION: RECESSED 36 CENTIMETERS
 PT0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0815+STABILITY: SURFACE MOTION
 PT0815
 PT0815  HISTORY     - Date     Condition        Report By
 PT0815  HISTORY     - 1961     MONUMENTED       CGS
 PT0815  HISTORY     - 1962     GOOD             CGS
 PT0815
 PT0815                          STATION DESCRIPTION
 PT0815
 PT0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0815'1.7 MI S FROM HILLAND.
 PT0815'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0815'CEMETERY AT HILLAND, THENCE 1.2 MILES SOUTH ALONG A GRAVELED
 PT0815'ROAD, ABOUT 0.2 MILE SOUTH OF A JUNCTION OF THE GRAVELED ROAD
 PT0815'AND A PRIVATE ROAD LEADING EAST, AT THE CREST OF A HILL, IN
 PT0815'SECTION 33, T 4 N, R 19 E, 42 FEET WEST OF THE CENTER LINE OF
 PT0815'THE ROAD, 30 FEET NORTHEAST OF A POWER POLE, 9 FEET NORTH OF A
 PT0815'FENCE, 7.9 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PT0815'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST, THE TOP OF WHICH
 PT0815'IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0817 ***********************************************************************
 PT0817  DESIGNATION -  A 4 T AZ MK
 PT0817  PID         -  PT0817
 PT0817  STATE/COUNTY-  SD/HAAKON
 PT0817  COUNTRY     -  US
 PT0817  USGS QUAD   -  HILLAND (2017)
 PT0817
 PT0817                         *CURRENT SURVEY CONTROL
 PT0817  ______________________________________________________________________
 PT0817* NAD 83(1986) POSITION- 44 15 18.     (N) 101 50 34.     (W)   SCALED
 PT0817* NAVD 88 ORTHO HEIGHT -   816.342 (meters)     2678.28  (feet) ADJUSTED
 PT0817  ______________________________________________________________________
 PT0817  GEOID HEIGHT    -        -20.394 (meters)                     GEOID18
 PT0817  DYNAMIC HEIGHT  -        816.112 (meters)     2677.53  (feet) COMP
 PT0817  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 PT0817
 PT0817  VERT ORDER      -  SECOND    CLASS 0
 PT0817
 PT0817.The horizontal coordinates were scaled from a map and have
 PT0817.an estimated accuracy of +/- 6 seconds.
 PT0817
 PT0817.The orthometric height was determined by differential leveling and
 PT0817.adjusted by the NATIONAL GEODETIC SURVEY
 PT0817.in June 1991.
 PT0817
 PT0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0817.GEOID18 height accuracy estimate available here.
 PT0817
 PT0817.Click photographs - Photos may exist for this station.
 PT0817
 PT0817.The dynamic height is computed by dividing the NAVD 88
 PT0817.geopotential number by the normal gravity value computed on the
 PT0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0817.degrees latitude (g = 980.6199 gals.).
 PT0817
 PT0817.The modeled gravity was interpolated from observed gravity values.
 PT0817
 PT0817;                    North         East    Units  Estimated Accuracy
 PT0817;SPC SD S     -   214,580.      479,460.      MT  (+/- 180 meters Scaled)
 PT0817
 PT0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ730041(NAD 83)
 PT0817
 PT0817                          SUPERSEDED SURVEY CONTROL
 PT0817
 PT0817  NGVD 29 (??/??/92)  815.88   (m)         2676.8    (f) COMPUTED    2 0
 PT0817
 PT0817.Superseded values are not recommended for survey control.
 PT0817
 PT0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0817.See file dsdata.pdf to determine how the superseded data were derived.
 PT0817
 PT0817_MARKER: DZ = AZIMUTH MARK DISK
 PT0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0817_STAMPING: A 4 T 1961
 PT0817_MARK LOGO: CGS
 PT0817_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0817+STABILITY: SURFACE MOTION
 PT0817
 PT0817  HISTORY     - Date     Condition        Report By
 PT0817  HISTORY     - 1961     MONUMENTED       CGS
 PT0817  HISTORY     - 1962     GOOD             CGS
 PT0817
 PT0817                          STATION DESCRIPTION
 PT0817
 PT0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0817'2.8 MI SE FROM HILLAND.
 PT0817'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0817'CEMETERY AT HILLAND, THENCE 1.55 MILE SOUTH ALONG A GRAVELED
 PT0817'ROAD, THENCE 0.45 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0817'0.25 MILE EAST ALONG A TRAIL ROAD, AT THE CREST OF A RIDGE,
 PT0817'IN SECTION 4, T 3 N, R 19 E, 33 FEET SOUTH OF THE CENTER LINE
 PT0817'OF THE TRAIL ROAD, 2 FEET NORTH OF A FENCE, 4.8 FEET NORTHWEST
 PT0817'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PT0817'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0814 ***********************************************************************
 PT0814  DESIGNATION -  A 4 T RM 1
 PT0814  PID         -  PT0814
 PT0814  STATE/COUNTY-  SD/HAAKON
 PT0814  COUNTRY     -  US
 PT0814  USGS QUAD   -  HILLAND (2017)
 PT0814
 PT0814                         *CURRENT SURVEY CONTROL
 PT0814  ______________________________________________________________________
 PT0814* NAD 83(1986) POSITION- 44 16 00.     (N) 101 50 51.     (W)   SCALED
 PT0814* NAVD 88 ORTHO HEIGHT -   805.446 (meters)     2642.53  (feet) ADJUSTED
 PT0814  ______________________________________________________________________
 PT0814  GEOID HEIGHT    -        -20.382 (meters)                     GEOID18
 PT0814  DYNAMIC HEIGHT  -        805.219 (meters)     2641.79  (feet) COMP
 PT0814  MODELED GRAVITY -    980,310.1   (mgal)                       NAVD 88
 PT0814
 PT0814  VERT ORDER      -  SECOND    CLASS 0
 PT0814
 PT0814.The horizontal coordinates were scaled from a map and have
 PT0814.an estimated accuracy of +/- 6 seconds.
 PT0814
 PT0814.The orthometric height was determined by differential leveling and
 PT0814.adjusted by the NATIONAL GEODETIC SURVEY
 PT0814.in June 1991.
 PT0814
 PT0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0814.GEOID18 height accuracy estimate available here.
 PT0814
 PT0814.Click photographs - Photos may exist for this station.
 PT0814
 PT0814.The dynamic height is computed by dividing the NAVD 88
 PT0814.geopotential number by the normal gravity value computed on the
 PT0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0814.degrees latitude (g = 980.6199 gals.).
 PT0814
 PT0814.The modeled gravity was interpolated from observed gravity values.
 PT0814
 PT0814;                    North         East    Units  Estimated Accuracy
 PT0814;SPC SD S     -   215,890.      479,110.      MT  (+/- 180 meters Scaled)
 PT0814
 PT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ727054(NAD 83)
 PT0814
 PT0814                          SUPERSEDED SURVEY CONTROL
 PT0814
 PT0814  NGVD 29 (??/??/92)  804.98   (m)         2641.0    (f) COMPUTED    2 0
 PT0814
 PT0814.Superseded values are not recommended for survey control.
 PT0814
 PT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0814.See file dsdata.pdf to determine how the superseded data were derived.
 PT0814
 PT0814_MARKER: DR = REFERENCE MARK DISK
 PT0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0814_STAMPING: A 4 T NO 1 1961
 PT0814_MARK LOGO: CGS
 PT0814_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0814+STABILITY: SURFACE MOTION
 PT0814
 PT0814  HISTORY     - Date     Condition        Report By
 PT0814  HISTORY     - 1961     MONUMENTED       CGS
 PT0814  HISTORY     - 1962     GOOD             CGS
 PT0814
 PT0814                          STATION DESCRIPTION
 PT0814
 PT0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0814'1.7 MI S FROM HILLAND.
 PT0814'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0814'CEMETERY AT HILLAND, THENCE 1.2 MILES SOUTH ALONG A GRAVELED
 PT0814'ROAD, ABOUT 0.2 MILE SOUTH OF A JUNCTION OF THE GRAVELED ROAD
 PT0814'AND A PRIVATE ROAD LEADING EAST, AT THE CREST OF A HILL, IN
 PT0814'SECTION 33, T 4 N, R 19 E, 35 FEET EAST OF THE CENTER LINE OF
 PT0814'THE ROAD, 76.0 FEET EAST OF AND ACROSS THE ROAD FROM A4T 1961,
 PT0814'2 FEET EAST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PT0814'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0816 ***********************************************************************
 PT0816  DESIGNATION -  A 4 T RM 2
 PT0816  PID         -  PT0816
 PT0816  STATE/COUNTY-  SD/HAAKON
 PT0816  COUNTRY     -  US
 PT0816  USGS QUAD   -  HILLAND (2017)
 PT0816
 PT0816                         *CURRENT SURVEY CONTROL
 PT0816  ______________________________________________________________________
 PT0816* NAD 83(1986) POSITION- 44 15 59.     (N) 101 50 53.     (W)   SCALED
 PT0816* NAVD 88 ORTHO HEIGHT -   805.939 (meters)     2644.15  (feet) ADJUSTED
 PT0816  ______________________________________________________________________
 PT0816  GEOID HEIGHT    -        -20.380 (meters)                     GEOID18
 PT0816  DYNAMIC HEIGHT  -        805.713 (meters)     2643.41  (feet) COMP
 PT0816  MODELED GRAVITY -    980,310.1   (mgal)                       NAVD 88
 PT0816
 PT0816  VERT ORDER      -  SECOND    CLASS 0
 PT0816
 PT0816.The horizontal coordinates were scaled from a map and have
 PT0816.an estimated accuracy of +/- 6 seconds.
 PT0816
 PT0816.The orthometric height was determined by differential leveling and
 PT0816.adjusted by the NATIONAL GEODETIC SURVEY
 PT0816.in June 1991.
 PT0816
 PT0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0816.GEOID18 height accuracy estimate available here.
 PT0816
 PT0816.Click photographs - Photos may exist for this station.
 PT0816
 PT0816.The dynamic height is computed by dividing the NAVD 88
 PT0816.geopotential number by the normal gravity value computed on the
 PT0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0816.degrees latitude (g = 980.6199 gals.).
 PT0816
 PT0816.The modeled gravity was interpolated from observed gravity values.
 PT0816
 PT0816;                    North         East    Units  Estimated Accuracy
 PT0816;SPC SD S     -   215,860.      479,070.      MT  (+/- 180 meters Scaled)
 PT0816
 PT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ726054(NAD 83)
 PT0816
 PT0816                          SUPERSEDED SURVEY CONTROL
 PT0816
 PT0816  NGVD 29 (??/??/92)  805.48   (m)         2642.6    (f) COMPUTED    2 0
 PT0816
 PT0816.Superseded values are not recommended for survey control.
 PT0816
 PT0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0816.See file dsdata.pdf to determine how the superseded data were derived.
 PT0816
 PT0816_MARKER: DR = REFERENCE MARK DISK
 PT0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0816_STAMPING: A 4 T NO 2 1961
 PT0816_MARK LOGO: CGS
 PT0816_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0816+STABILITY: SURFACE MOTION
 PT0816
 PT0816  HISTORY     - Date     Condition        Report By
 PT0816  HISTORY     - 1961     MONUMENTED       CGS
 PT0816  HISTORY     - 1962     GOOD             CGS
 PT0816
 PT0816                          STATION DESCRIPTION
 PT0816
 PT0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0816'1.7 MI S FROM HILLAND.
 PT0816'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0816'CEMETERY AT HILLAND, THENCE 1.2 MILES SOUTH ALONG A GRAVELED
 PT0816'ROAD, ABOUT 0.2 MILE SOUTH OF A JUNCTION OF THE GRAVELED ROAD
 PT0816'AND A PRIVATE ROAD LEADING EAST, AT THE CREST OF A HILL, IN
 PT0816'SECTION 33, T 4 N, R 19 E, 36 FEET WEST OF THE CENTER LINE OF
 PT0816'THE ROAD, 54 FEET SOUTH OF A POWER POLE, 81.4 FEET SOUTH OF
 PT0816'A4T 1961, 1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 PT0816'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0839 ***********************************************************************
 PU0839  DESIGNATION -  A 401
 PU0839  PID         -  PU0839
 PU0839  STATE/COUNTY-  SD/MEADE
 PU0839  COUNTRY     -  US
 PU0839  USGS QUAD   -  FAIRPOINT (2017)
 PU0839
 PU0839                         *CURRENT SURVEY CONTROL
 PU0839  ______________________________________________________________________
 PU0839* NAD 83(1986) POSITION- 44 44 55.     (N) 102 51 48.     (W)   SCALED
 PU0839* NAVD 88 ORTHO HEIGHT -   868.309 (meters)     2848.78  (feet) ADJUSTED
 PU0839  ______________________________________________________________________
 PU0839  GEOID HEIGHT    -        -17.545 (meters)                     GEOID18
 PU0839  DYNAMIC HEIGHT  -        868.102 (meters)     2848.10  (feet) COMP
 PU0839  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 PU0839
 PU0839  VERT ORDER      -  SECOND    CLASS 0
 PU0839
 PU0839.The horizontal coordinates were scaled from a map and have
 PU0839.an estimated accuracy of +/- 6 seconds.
 PU0839
 PU0839.The orthometric height was determined by differential leveling and
 PU0839.adjusted by the NATIONAL GEODETIC SURVEY
 PU0839.in June 1991.
 PU0839
 PU0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0839.GEOID18 height accuracy estimate available here.
 PU0839
 PU0839.Click photographs - Photos may exist for this station.
 PU0839
 PU0839.The dynamic height is computed by dividing the NAVD 88
 PU0839.geopotential number by the normal gravity value computed on the
 PU0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0839.degrees latitude (g = 980.6199 gals.).
 PU0839
 PU0839.The modeled gravity was interpolated from observed gravity values.
 PU0839
 PU0839;                    North         East    Units  Estimated Accuracy
 PU0839;SPC SD N     -   105,720.      373,310.      MT  (+/- 180 meters Scaled)
 PU0839
 PU0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK691572(NAD 83)
 PU0839
 PU0839                          SUPERSEDED SURVEY CONTROL
 PU0839
 PU0839  NGVD 29 (??/??/92)  867.838  (m)         2847.23   (f) ADJ UNCH    2 0
 PU0839
 PU0839.Superseded values are not recommended for survey control.
 PU0839
 PU0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0839.See file dsdata.pdf to determine how the superseded data were derived.
 PU0839
 PU0839_MARKER: DB = BENCH MARK DISK
 PU0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0839_STAMPING: A 401 1962
 PU0839_MARK LOGO: CGS
 PU0839_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0839+STABILITY: SURFACE MOTION
 PU0839
 PU0839  HISTORY     - Date     Condition        Report By
 PU0839  HISTORY     - 1962     MONUMENTED       CGS
 PU0839
 PU0839                          STATION DESCRIPTION
 PU0839
 PU0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0839'3.4 MI W FROM FAIRPOINT.
 PU0839'3.35 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0839'0.2 MILE WEST OF THE JUNCTION OF A DIRT ROAD SOUTHEAST, 64 FEET
 PU0839'NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A FENCE,
 PU0839'3.5 FEET SOUTH OF A POWER POLE, 3.1 FEET WEST OF A WITNESS
 PU0839'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A
 PU0839'CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0143 ***********************************************************************
 QT0143  DESIGNATION -  A 402 RESET
 QT0143  PID         -  QT0143
 QT0143  STATE/COUNTY-  SD/MEADE
 QT0143  COUNTRY     -  US
 QT0143  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0143
 QT0143                         *CURRENT SURVEY CONTROL
 QT0143  ______________________________________________________________________
 QT0143* NAD 83(1986) POSITION- 45 00 56.     (N) 102 50 52.     (W)   SCALED
 QT0143* NAVD 88 ORTHO HEIGHT -   884.018 (meters)     2900.32  (feet) ADJUSTED
 QT0143  ______________________________________________________________________
 QT0143  GEOID HEIGHT    -        -17.490 (meters)                     GEOID18
 QT0143  DYNAMIC HEIGHT  -        883.831 (meters)     2899.70  (feet) COMP
 QT0143  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 QT0143
 QT0143  VERT ORDER      -  FIRST     CLASS II
 QT0143
 QT0143.The horizontal coordinates were scaled from a map and have
 QT0143.an estimated accuracy of +/- 6 seconds.
 QT0143
 QT0143.The orthometric height was determined by differential leveling and
 QT0143.adjusted by the NATIONAL GEODETIC SURVEY
 QT0143.in July 1998.
 QT0143
 QT0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0143.GEOID18 height accuracy estimate available here.
 QT0143
 QT0143.Click photographs - Photos may exist for this station.
 QT0143
 QT0143.The dynamic height is computed by dividing the NAVD 88
 QT0143.geopotential number by the normal gravity value computed on the
 QT0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0143.degrees latitude (g = 980.6199 gals.).
 QT0143
 QT0143.The modeled gravity was interpolated from observed gravity values.
 QT0143
 QT0143;                    North         East    Units  Estimated Accuracy
 QT0143;SPC SD N     -   135,320.      375,580.      MT  (+/- 180 meters Scaled)
 QT0143
 QT0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK695869(NAD 83)
 QT0143
 QT0143                          SUPERSEDED SURVEY CONTROL
 QT0143
 QT0143.No superseded survey control is available for this station.
 QT0143
 QT0143_MARKER: DB = BENCH MARK DISK
 QT0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0143_STAMPING: A 402 RESET 1966
 QT0143_MARK LOGO: CGS
 QT0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0143+STABILITY: SURFACE MOTION
 QT0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0143+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0143
 QT0143  HISTORY     - Date     Condition        Report By
 QT0143  HISTORY     - 1966     MONUMENTED       SDHD
 QT0143  HISTORY     - 1966     GOOD             CGS
 QT0143  HISTORY     - 19960425 GOOD             NGS
 QT0143
 QT0143                          STATION DESCRIPTION
 QT0143
 QT0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0143'1.6 MI NE FROM MUD BUTTE.
 QT0143'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0143'MUD BUTTE, 99 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 212, 1.5
 QT0143'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 QT0143'POST WHICH PROJECTS 4 INCHES.
 QT0143
 QT0143                          STATION RECOVERY (1996)
 QT0143
 QT0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0143'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0143'IN MUD BUTTE, 655.0 M (2148.9 FT) WEST OF MILEPOST 75, 54.6 M (179.1
 QT0143'FT) WEST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY, 30.5 M
 QT0143'(100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE
 QT0143'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT)
 QT0143'EAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 QT0143'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0771 ***********************************************************************
 PU0771  DESIGNATION -  A 403
 PU0771  PID         -  PU0771
 PU0771  STATE/COUNTY-  SD/MEADE
 PU0771  COUNTRY     -  US
 PU0771  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0771
 PU0771                         *CURRENT SURVEY CONTROL
 PU0771  ______________________________________________________________________
 PU0771* NAD 83(1986) POSITION- 44 53 33.     (N) 102 44 08.     (W)   SCALED
 PU0771* NAVD 88 ORTHO HEIGHT -   800.948 (meters)     2627.78  (feet) ADJUSTED
 PU0771  ______________________________________________________________________
 PU0771  GEOID HEIGHT    -        -17.768 (meters)                     GEOID18
 PU0771  DYNAMIC HEIGHT  -        800.777 (meters)     2627.22  (feet) COMP
 PU0771  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 PU0771
 PU0771  VERT ORDER      -  SECOND    CLASS 0
 PU0771
 PU0771.The horizontal coordinates were scaled from a map and have
 PU0771.an estimated accuracy of +/- 6 seconds.
 PU0771
 PU0771.The orthometric height was determined by differential leveling and
 PU0771.adjusted by the NATIONAL GEODETIC SURVEY
 PU0771.in June 1991.
 PU0771
 PU0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0771.GEOID18 height accuracy estimate available here.
 PU0771
 PU0771.Click photographs - Photos may exist for this station.
 PU0771
 PU0771.The dynamic height is computed by dividing the NAVD 88
 PU0771.geopotential number by the normal gravity value computed on the
 PU0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0771.degrees latitude (g = 980.6199 gals.).
 PU0771
 PU0771.The modeled gravity was interpolated from observed gravity values.
 PU0771
 PU0771;                    North         East    Units  Estimated Accuracy
 PU0771;SPC SD N     -   121,350.      383,960.      MT  (+/- 180 meters Scaled)
 PU0771
 PU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK788735(NAD 83)
 PU0771
 PU0771                          SUPERSEDED SURVEY CONTROL
 PU0771
 PU0771  NGVD 29 (??/??/92)  800.483  (m)         2626.25   (f) ADJ UNCH    2 0
 PU0771
 PU0771.Superseded values are not recommended for survey control.
 PU0771
 PU0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0771.See file dsdata.pdf to determine how the superseded data were derived.
 PU0771
 PU0771_MARKER: DB = BENCH MARK DISK
 PU0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0771_STAMPING: A 403 1962
 PU0771_MARK LOGO: CGS
 PU0771_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0771+STABILITY: SURFACE MOTION
 PU0771
 PU0771  HISTORY     - Date     Condition        Report By
 PU0771  HISTORY     - 1962     MONUMENTED       CGS
 PU0771
 PU0771                          STATION DESCRIPTION
 PU0771
 PU0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0771'10 MI E FROM SULPHUR.
 PU0771'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0771'1.0 MILE NORTH ALONG A ROAD, 45 FEET EAST OF THE CENTER LINE
 PU0771'OF THE ROAD, 14 FEET SOUTH OF THE CENTER OF A GATE, 2.3 FEET
 PU0771'WEST OF A FENCE, 2.8 FEET NORTH OF A WITNESS POST, ABOUT 3
 PU0771'FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0771'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0721 ***********************************************************************
 PU0721  DESIGNATION -  A 404
 PU0721  PID         -  PU0721
 PU0721  STATE/COUNTY-  SD/MEADE
 PU0721  COUNTRY     -  US
 PU0721  USGS QUAD   -  CAMP CREEK (2017)
 PU0721
 PU0721                         *CURRENT SURVEY CONTROL
 PU0721  ______________________________________________________________________
 PU0721* NAD 83(1986) POSITION- 44 52 44.     (N) 102 54 34.     (W)   SCALED
 PU0721* NAVD 88 ORTHO HEIGHT -   808.714 (meters)     2653.26  (feet) ADJUSTED
 PU0721  ______________________________________________________________________
 PU0721  GEOID HEIGHT    -        -17.391 (meters)                     GEOID18
 PU0721  DYNAMIC HEIGHT  -        808.541 (meters)     2652.69  (feet) COMP
 PU0721  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 PU0721
 PU0721  VERT ORDER      -  SECOND    CLASS 0
 PU0721
 PU0721.The horizontal coordinates were scaled from a map and have
 PU0721.an estimated accuracy of +/- 6 seconds.
 PU0721
 PU0721.The orthometric height was determined by differential leveling and
 PU0721.adjusted by the NATIONAL GEODETIC SURVEY
 PU0721.in June 1991.
 PU0721
 PU0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0721.GEOID18 height accuracy estimate available here.
 PU0721
 PU0721.Click photographs - Photos may exist for this station.
 PU0721
 PU0721.The dynamic height is computed by dividing the NAVD 88
 PU0721.geopotential number by the normal gravity value computed on the
 PU0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0721.degrees latitude (g = 980.6199 gals.).
 PU0721
 PU0721.The modeled gravity was interpolated from observed gravity values.
 PU0721
 PU0721;                    North         East    Units  Estimated Accuracy
 PU0721;SPC SD N     -   120,310.      370,180.      MT  (+/- 180 meters Scaled)
 PU0721
 PU0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK651716(NAD 83)
 PU0721
 PU0721                          SUPERSEDED SURVEY CONTROL
 PU0721
 PU0721  NGVD 29 (??/??/92)  808.246  (m)         2651.72   (f) ADJ UNCH    2 0
 PU0721
 PU0721.Superseded values are not recommended for survey control.
 PU0721
 PU0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0721.See file dsdata.pdf to determine how the superseded data were derived.
 PU0721
 PU0721_MARKER: DB = BENCH MARK DISK
 PU0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0721_STAMPING: A 404 1962
 PU0721_MARK LOGO: CGS
 PU0721_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0721+STABILITY: SURFACE MOTION
 PU0721
 PU0721  HISTORY     - Date     Condition        Report By
 PU0721  HISTORY     - 1962     MONUMENTED       CGS
 PU0721
 PU0721                          STATION DESCRIPTION
 PU0721
 PU0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0721'0.2 MI NE FROM SULPHUR.
 PU0721'0.25 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0721'SULPHUR, 0.05 MILE EAST OF A STEEL TRUSS BRIDGE OVER NORTH
 PU0721'FORK SULPHUR CREEK, AT THE Y JUNCTION OF A ROAD NORTH, 121 FEET
 PU0721'NORTH OF THE CENTER LINE OF THE ROAD, 155 FEET WEST OF THE CENTER
 PU0721'LINE OF THE ROAD NORTH, 8 FEET SOUTH OF POWER POLE 3 J-1, 2.3
 PU0721'FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, ABOUT
 PU0721'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0721'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0800 ***********************************************************************
 PU0800  DESIGNATION -  A 405
 PU0800  PID         -  PU0800
 PU0800  STATE/COUNTY-  SD/MEADE
 PU0800  COUNTRY     -  US
 PU0800  USGS QUAD   -  BIG DRAW (2017)
 PU0800
 PU0800                         *CURRENT SURVEY CONTROL
 PU0800  ______________________________________________________________________
 PU0800* NAD 83(1986) POSITION- 44 48 04.     (N) 102 40 17.     (W)   SCALED
 PU0800* NAVD 88 ORTHO HEIGHT -   849.619 (meters)     2787.46  (feet) ADJUSTED
 PU0800  ______________________________________________________________________
 PU0800  GEOID HEIGHT    -        -17.972 (meters)                     GEOID18
 PU0800  DYNAMIC HEIGHT  -        849.432 (meters)     2786.84  (feet) COMP
 PU0800  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 PU0800
 PU0800  VERT ORDER      -  SECOND    CLASS 0
 PU0800
 PU0800.The horizontal coordinates were scaled from a map and have
 PU0800.an estimated accuracy of +/- 6 seconds.
 PU0800
 PU0800.The orthometric height was determined by differential leveling and
 PU0800.adjusted by the NATIONAL GEODETIC SURVEY
 PU0800.in June 1991.
 PU0800
 PU0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0800.GEOID18 height accuracy estimate available here.
 PU0800
 PU0800.Click photographs - Photos may exist for this station.
 PU0800
 PU0800.The dynamic height is computed by dividing the NAVD 88
 PU0800.geopotential number by the normal gravity value computed on the
 PU0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0800.degrees latitude (g = 980.6199 gals.).
 PU0800
 PU0800.The modeled gravity was interpolated from observed gravity values.
 PU0800
 PU0800;                    North         East    Units  Estimated Accuracy
 PU0800;SPC SD N     -   111,030.      388,690.      MT  (+/- 180 meters Scaled)
 PU0800
 PU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK841634(NAD 83)
 PU0800
 PU0800                          SUPERSEDED SURVEY CONTROL
 PU0800
 PU0800  NGVD 29 (??/??/92)  849.162  (m)         2785.96   (f) ADJ UNCH    2 0
 PU0800
 PU0800.Superseded values are not recommended for survey control.
 PU0800
 PU0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0800.See file dsdata.pdf to determine how the superseded data were derived.
 PU0800
 PU0800_MARKER: DB = BENCH MARK DISK
 PU0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0800_STAMPING: A 405 1962
 PU0800_MARK LOGO: CGS
 PU0800_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0800+STABILITY: SURFACE MOTION
 PU0800
 PU0800  HISTORY     - Date     Condition        Report By
 PU0800  HISTORY     - 1962     MONUMENTED       CGS
 PU0800
 PU0800                          STATION DESCRIPTION
 PU0800
 PU0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0800'5.2 MI N FROM STONEVILLE.
 PU0800'5.25 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0800'STONEVILLE, ON THE SOUTH SLOPE OF A HILL, 52 FEET WEST OF THE
 PU0800'CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A FENCE, 2.4 FEET
 PU0800'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU0800'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0647 ***********************************************************************
 PU0647  DESIGNATION -  A 406
 PU0647  PID         -  PU0647
 PU0647  STATE/COUNTY-  SD/MEADE
 PU0647  COUNTRY     -  US
 PU0647  USGS QUAD   -  HEREFORD (2017)
 PU0647
 PU0647                         *CURRENT SURVEY CONTROL
 PU0647  ______________________________________________________________________
 PU0647* NAD 83(1986) POSITION- 44 29 24.     (N) 102 56 40.     (W)   SCALED
 PU0647* NAVD 88 ORTHO HEIGHT -   818.271 (meters)     2684.61  (feet) ADJUSTED
 PU0647  ______________________________________________________________________
 PU0647  GEOID HEIGHT    -        -17.516 (meters)                     GEOID18
 PU0647  DYNAMIC HEIGHT  -        818.050 (meters)     2683.89  (feet) COMP
 PU0647  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 PU0647
 PU0647  VERT ORDER      -  SECOND    CLASS 0
 PU0647
 PU0647.The horizontal coordinates were scaled from a map and have
 PU0647.an estimated accuracy of +/- 6 seconds.
 PU0647
 PU0647.The orthometric height was determined by differential leveling and
 PU0647.adjusted by the NATIONAL GEODETIC SURVEY
 PU0647.in June 1991.
 PU0647
 PU0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0647.GEOID18 height accuracy estimate available here.
 PU0647
 PU0647.Click photographs - Photos may exist for this station.
 PU0647
 PU0647.The dynamic height is computed by dividing the NAVD 88
 PU0647.geopotential number by the normal gravity value computed on the
 PU0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0647.degrees latitude (g = 980.6199 gals.).
 PU0647
 PU0647.The modeled gravity was interpolated from observed gravity values.
 PU0647
 PU0647;                    North         East    Units  Estimated Accuracy
 PU0647;SPC SD N     -    77,230.      365,840.      MT  (+/- 180 meters Scaled)
 PU0647
 PU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK634283(NAD 83)
 PU0647
 PU0647                          SUPERSEDED SURVEY CONTROL
 PU0647
 PU0647  NGVD 29 (??/??/92)  817.812  (m)         2683.10   (f) ADJ UNCH    2 0
 PU0647
 PU0647.Superseded values are not recommended for survey control.
 PU0647
 PU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0647.See file dsdata.pdf to determine how the superseded data were derived.
 PU0647
 PU0647_MARKER: DB = BENCH MARK DISK
 PU0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0647_STAMPING: A 406 1962
 PU0647_MARK LOGO: CGS
 PU0647_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0647+STABILITY: SURFACE MOTION
 PU0647
 PU0647  HISTORY     - Date     Condition        Report By
 PU0647  HISTORY     - 1962     MONUMENTED       CGS
 PU0647
 PU0647                          STATION DESCRIPTION
 PU0647
 PU0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0647'9.8 MI NW FROM HEREFORD.
 PU0647'1.4 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AT HEREFORD,
 PU0647'THENCE 7.15 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.95 MILE WEST
 PU0647'ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD,
 PU0647'0.15 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD WEST TO A FARM
 PU0647'HOUSE, 31 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 1/2
 PU0647'FEET SOUTH OF A POWER POLE, 1.7 FEET EAST OF A FENCE, 1.5 FEET
 PU0647'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND IN THE
 PU0647'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2055 ***********************************************************************
 PU2055  DESIGNATION -  A 407
 PU2055  PID         -  PU2055
 PU2055  STATE/COUNTY-  SD/MEADE
 PU2055  COUNTRY     -  US
 PU2055  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2055
 PU2055                         *CURRENT SURVEY CONTROL
 PU2055  ______________________________________________________________________
 PU2055* NAD 83(1986) POSITION- 44 36 15.     (N) 103 33 31.     (W)   SCALED
 PU2055* NAVD 88 ORTHO HEIGHT -   953.202 (meters)     3127.30  (feet) ADJUSTED
 PU2055  ______________________________________________________________________
 PU2055  GEOID HEIGHT    -        -15.821 (meters)                     GEOID18
 PU2055  DYNAMIC HEIGHT  -        952.938 (meters)     3126.43  (feet) COMP
 PU2055  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 PU2055
 PU2055  VERT ORDER      -  SECOND    CLASS 0
 PU2055
 PU2055.The horizontal coordinates were scaled from a map and have
 PU2055.an estimated accuracy of +/- 6 seconds.
 PU2055
 PU2055.The orthometric height was determined by differential leveling and
 PU2055.adjusted by the NATIONAL GEODETIC SURVEY
 PU2055.in June 1991.
 PU2055
 PU2055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2055.GEOID18 height accuracy estimate available here.
 PU2055
 PU2055.Click photographs - Photos may exist for this station.
 PU2055
 PU2055.The dynamic height is computed by dividing the NAVD 88
 PU2055.geopotential number by the normal gravity value computed on the
 PU2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2055.degrees latitude (g = 980.6199 gals.).
 PU2055
 PU2055.The modeled gravity was interpolated from observed gravity values.
 PU2055
 PU2055;                    North         East    Units  Estimated Accuracy
 PU2055;SPC SD N     -    91,870.      317,590.      MT  (+/- 180 meters Scaled)
 PU2055
 PU2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK143399(NAD 83)
 PU2055
 PU2055                          SUPERSEDED SURVEY CONTROL
 PU2055
 PU2055  NGVD 29 (??/??/92)  952.712  (m)         3125.69   (f) ADJ UNCH    2 0
 PU2055
 PU2055.Superseded values are not recommended for survey control.
 PU2055
 PU2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2055.See file dsdata.pdf to determine how the superseded data were derived.
 PU2055
 PU2055_MARKER: DB = BENCH MARK DISK
 PU2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2055_STAMPING: A 407 1962
 PU2055_MARK LOGO: CGS
 PU2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2055+STABILITY: SURFACE MOTION
 PU2055
 PU2055  HISTORY     - Date     Condition        Report By
 PU2055  HISTORY     - 1962     MONUMENTED       CGS
 PU2055
 PU2055                          STATION DESCRIPTION
 PU2055
 PU2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2055'6 MI S FROM NISLAND.
 PU2055'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2055'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 4.1
 PU2055'MILES SOUTH, THENCE 0.55 MILE WEST ALONG ROADS, 36 FEET SOUTH
 PU2055'OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET WEST OF THE JUNCTION
 PU2055'OF A FENCE LINE SOUTH, 16 1/2 FEET WEST OF THE CENTER OF A WIRE
 PU2055'GATE, 2.5 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST,
 PU2055'ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU2055'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1134 ***********************************************************************
 PU1134  DESIGNATION -  A 408
 PU1134  PID         -  PU1134
 PU1134  STATE/COUNTY-  SD/MEADE
 PU1134  COUNTRY     -  US
 PU1134  USGS QUAD   -  VALE (2017)
 PU1134
 PU1134                         *CURRENT SURVEY CONTROL
 PU1134  ______________________________________________________________________
 PU1134* NAD 83(1986) POSITION- 44 32 54.     (N) 103 26 50.     (W)   SCALED
 PU1134* NAVD 88 ORTHO HEIGHT -   883.218 (meters)     2897.69  (feet) ADJUSTED
 PU1134  ______________________________________________________________________
 PU1134  GEOID HEIGHT    -        -16.053 (meters)                     GEOID18
 PU1134  DYNAMIC HEIGHT  -        882.968 (meters)     2896.87  (feet) COMP
 PU1134  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 PU1134
 PU1134  VERT ORDER      -  SECOND    CLASS 0
 PU1134
 PU1134.The horizontal coordinates were scaled from a map and have
 PU1134.an estimated accuracy of +/- 6 seconds.
 PU1134
 PU1134.The orthometric height was determined by differential leveling and
 PU1134.adjusted by the NATIONAL GEODETIC SURVEY
 PU1134.in June 1991.
 PU1134
 PU1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1134.GEOID18 height accuracy estimate available here.
 PU1134
 PU1134.Click photographs - Photos may exist for this station.
 PU1134
 PU1134.The dynamic height is computed by dividing the NAVD 88
 PU1134.geopotential number by the normal gravity value computed on the
 PU1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1134.degrees latitude (g = 980.6199 gals.).
 PU1134
 PU1134.The modeled gravity was interpolated from observed gravity values.
 PU1134
 PU1134;                    North         East    Units  Estimated Accuracy
 PU1134;SPC SD N     -    85,280.      326,160.      MT  (+/- 180 meters Scaled)
 PU1134
 PU1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK233339(NAD 83)
 PU1134
 PU1134                          SUPERSEDED SURVEY CONTROL
 PU1134
 PU1134  NGVD 29 (??/??/92)  882.722  (m)         2896.06   (f) ADJ UNCH    2 0
 PU1134
 PU1134.Superseded values are not recommended for survey control.
 PU1134
 PU1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1134.See file dsdata.pdf to determine how the superseded data were derived.
 PU1134
 PU1134_MARKER: DB = BENCH MARK DISK
 PU1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1134_SP_SET: BOX CULVERT HEADWALL
 PU1134_STAMPING: A 408 1962
 PU1134_MARK LOGO: CGS
 PU1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1134
 PU1134  HISTORY     - Date     Condition        Report By
 PU1134  HISTORY     - 1962     MONUMENTED       CGS
 PU1134
 PU1134                          STATION DESCRIPTION
 PU1134
 PU1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1134'6.7 MI S FROM VALE.
 PU1134'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1134'THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY 79, 0.1 MILE
 PU1134'NORTH OF THE INTERSECTION OF A GRAVEL ROAD, IN THE TOP OF THE
 PU1134'NORTH END OF THE WEST HEAD WALL OF A TRIPLE CONCRETE BOX CULVERT,
 PU1134'26 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 PU1134'1/2 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2456 ***********************************************************************
 PU2456  DESIGNATION -  A 409 RESET
 PU2456  PID         -  PU2456
 PU2456  STATE/COUNTY-  SD/MEADE
 PU2456  COUNTRY     -  US
 PU2456  USGS QUAD   -  HEREFORD NE (2017)
 PU2456
 PU2456                         *CURRENT SURVEY CONTROL
 PU2456  ______________________________________________________________________
 PU2456* NAD 83(1986) POSITION- 44 23 03.     (N) 102 50 36.     (W)   SCALED
 PU2456* NAVD 88 ORTHO HEIGHT -   794.82  (meters)     2607.7   (feet) RESET
 PU2456  ______________________________________________________________________
 PU2456  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 PU2456  VERT ORDER      -  THIRD
 PU2456
 PU2456.The horizontal coordinates were scaled from a map and have
 PU2456.an estimated accuracy of +/- 6 seconds.
 PU2456
 PU2456.The orthometric height was computed from unverified reset data.
 PU2456
 PU2456.No vertical observational check was made to the station.
 PU2456
 PU2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2456.GEOID18 height accuracy estimate available here.
 PU2456
 PU2456.Click photographs - Photos may exist for this station.
 PU2456
 PU2456;                    North         East    Units  Estimated Accuracy
 PU2456;SPC SD N     -    65,190.      373,470.      MT  (+/- 180 meters Scaled)
 PU2456
 PU2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK717168(NAD 83)
 PU2456
 PU2456                          SUPERSEDED SURVEY CONTROL
 PU2456
 PU2456  NGVD 29 (04/17/07)  794.36   (m)         2606.2    (f) RESET       3  
 PU2456
 PU2456.Superseded values are not recommended for survey control.
 PU2456
 PU2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2456.See file dsdata.pdf to determine how the superseded data were derived.
 PU2456
 PU2456_MARKER: DV = VERTICAL CONTROL DISK
 PU2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2456_STAMPING: A 409 RESET 1990
 PU2456_MARK LOGO: NGS
 PU2456_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2456+STABILITY: SURFACE MOTION
 PU2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2456+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PU2456
 PU2456  HISTORY     - Date     Condition        Report By
 PU2456  HISTORY     - 1990     MONUMENTED       NGS
 PU2456
 PU2456                          STATION DESCRIPTION
 PU2456
 PU2456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2456'19.31 KM (12.00 MI) WEST ALONG STATE HIGHWAY 34 FROM UNION CENTER,
 PU2456'THEN 22.44 KM (13.94 MI) SOUTH ALONG MEADE COUNTY ROAD 21, OR 32.19
 PU2456'KM (20.00 MI) NORTH ALONG THE COUNTY ROAD FROM NEW UNDERWOOD, AT THE
 PU2456'NORTHEAST CORNER OF THE HEREFORD BAPTIST CHURCH YARD, 24.5 METERS
 PU2456'WEST FROM THE CENTER OF THE ROAD, 7.8 METERS NORTH FROM THE NORTHEAST
 PU2456'CORNER OF A WROUGHT IRON FENCE AROUND A GRAVE, 2.3 METER SOUTH FROM
 PU2456'THE CHURCHYARD FENCE, 1.65 METER SOUTH FROM A TREE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1006 ***********************************************************************
 PU1006  DESIGNATION -  A 410
 PU1006  PID         -  PU1006
 PU1006  STATE/COUNTY-  SD/MEADE
 PU1006  COUNTRY     -  US
 PU1006  USGS QUAD   -  REDOWL (2017)
 PU1006
 PU1006                         *CURRENT SURVEY CONTROL
 PU1006  ______________________________________________________________________
 PU1006* NAD 83(1986) POSITION- 44 40 35.     (N) 102 33 48.     (W)   SCALED
 PU1006* NAVD 88 ORTHO HEIGHT -   857.521 (meters)     2813.38  (feet) ADJUSTED
 PU1006  ______________________________________________________________________
 PU1006  GEOID HEIGHT    -        -18.334 (meters)                     GEOID18
 PU1006  DYNAMIC HEIGHT  -        857.305 (meters)     2812.67  (feet) COMP
 PU1006  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 PU1006
 PU1006  VERT ORDER      -  SECOND    CLASS 0
 PU1006
 PU1006.The horizontal coordinates were scaled from a map and have
 PU1006.an estimated accuracy of +/- 6 seconds.
 PU1006
 PU1006.The orthometric height was determined by differential leveling and
 PU1006.adjusted by the NATIONAL GEODETIC SURVEY
 PU1006.in June 1991.
 PU1006
 PU1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1006.GEOID18 height accuracy estimate available here.
 PU1006
 PU1006.Click photographs - Photos may exist for this station.
 PU1006
 PU1006.The dynamic height is computed by dividing the NAVD 88
 PU1006.geopotential number by the normal gravity value computed on the
 PU1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1006.degrees latitude (g = 980.6199 gals.).
 PU1006
 PU1006.The modeled gravity was interpolated from observed gravity values.
 PU1006
 PU1006;                    North         East    Units  Estimated Accuracy
 PU1006;SPC SD N     -    96,900.      396,800.      MT  (+/- 180 meters Scaled)
 PU1006
 PU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK931498(NAD 83)
 PU1006
 PU1006                          SUPERSEDED SURVEY CONTROL
 PU1006
 PU1006  NGVD 29 (??/??/92)  857.049  (m)         2811.83   (f) ADJ UNCH    2 0
 PU1006
 PU1006.Superseded values are not recommended for survey control.
 PU1006
 PU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1006.See file dsdata.pdf to determine how the superseded data were derived.
 PU1006
 PU1006_MARKER: DB = BENCH MARK DISK
 PU1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1006_STAMPING: A 410 1962
 PU1006_MARK LOGO: CGS
 PU1006_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1006+STABILITY: SURFACE MOTION
 PU1006
 PU1006  HISTORY     - Date     Condition        Report By
 PU1006  HISTORY     - 1962     MONUMENTED       CGS
 PU1006
 PU1006                          STATION DESCRIPTION
 PU1006
 PU1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1006'1.6 MI S FROM RED OWL.
 PU1006'1.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1006'OFFICE AND STORE AT RED OWL, 71 FEET SOUTHWEST OF THE CENTER
 PU1006'OF THE JUNCTION OF A COUNTY ROAD LEADING WEST, 54 FEET WEST
 PU1006'OF THE CENTER LINE OF THE ROAD, 66 FEET SOUTH OF THE CENTER
 PU1006'LINE OF THE ROAD WEST, 3 FEET SOUTH OF A POWER LINE POLE WITH
 PU1006'A GUY WIRE, 1.4 FEET WEST OF A WITNESS POST, 8.9 FEET NORTHEAST
 PU1006'OF A FENCE, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN
 PU1006'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0924 ***********************************************************************
 PU0924  DESIGNATION -  A 411
 PU0924  PID         -  PU0924
 PU0924  STATE/COUNTY-  SD/MEADE
 PU0924  COUNTRY     -  US
 PU0924  USGS QUAD   -  UNION CENTER (2017)
 PU0924
 PU0924                         *CURRENT SURVEY CONTROL
 PU0924  ______________________________________________________________________
 PU0924* NAD 83(1986) POSITION- 44 33 39.     (N) 102 42 10.     (W)   SCALED
 PU0924* NAVD 88 ORTHO HEIGHT -   887.270 (meters)     2910.99  (feet) ADJUSTED
 PU0924  ______________________________________________________________________
 PU0924  GEOID HEIGHT    -        -18.093 (meters)                     GEOID18
 PU0924  DYNAMIC HEIGHT  -        887.024 (meters)     2910.18  (feet) COMP
 PU0924  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PU0924
 PU0924  VERT ORDER      -  SECOND    CLASS 0
 PU0924
 PU0924.The horizontal coordinates were scaled from a map and have
 PU0924.an estimated accuracy of +/- 6 seconds.
 PU0924
 PU0924.The orthometric height was determined by differential leveling and
 PU0924.adjusted by the NATIONAL GEODETIC SURVEY
 PU0924.in June 1991.
 PU0924
 PU0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0924.GEOID18 height accuracy estimate available here.
 PU0924
 PU0924.Click photographs - Photos may exist for this station.
 PU0924
 PU0924.The dynamic height is computed by dividing the NAVD 88
 PU0924.geopotential number by the normal gravity value computed on the
 PU0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0924.degrees latitude (g = 980.6199 gals.).
 PU0924
 PU0924.The modeled gravity was interpolated from observed gravity values.
 PU0924
 PU0924;                    North         East    Units  Estimated Accuracy
 PU0924;SPC SD N     -    84,430.      385,320.      MT  (+/- 180 meters Scaled)
 PU0924
 PU0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK824367(NAD 83)
 PU0924
 PU0924                          SUPERSEDED SURVEY CONTROL
 PU0924
 PU0924  NGVD 29 (??/??/92)  886.786  (m)         2909.40   (f) ADJ UNCH    2 0
 PU0924
 PU0924.Superseded values are not recommended for survey control.
 PU0924
 PU0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0924.See file dsdata.pdf to determine how the superseded data were derived.
 PU0924
 PU0924_MARKER: DB = BENCH MARK DISK
 PU0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0924_STAMPING: A 411 1962
 PU0924_MARK LOGO: CGS
 PU0924_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0924+STABILITY: SURFACE MOTION
 PU0924
 PU0924  HISTORY     - Date     Condition        Report By
 PU0924  HISTORY     - 1962     MONUMENTED       CGS
 PU0924  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0924
 PU0924                          STATION DESCRIPTION
 PU0924
 PU0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0924'1.7 MI W FROM UNION CENTER.
 PU0924'1.7 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0924'CENTER, 47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 PU0924'SOUTH OF A FENCE CORNER, 2.6 FEET WEST OF A FENCE, 2 1/2 FEET
 PU0924'NORTH OF POWER POLE 2-130, 1.9 FEET SOUT OF A WITNESS POST, ABOUT
 PU0924'3 FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 PU0924'PROJECTING 0.4 FOOT.
 PU0924
 PU0924                          STATION RECOVERY (1995)
 PU0924
 PU0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0924'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK A 411
 PU0924'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0924'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0925 ***********************************************************************
 PU0925  DESIGNATION -  A 411 RESET
 PU0925  PID         -  PU0925
 PU0925  STATE/COUNTY-  SD/MEADE
 PU0925  COUNTRY     -  US
 PU0925  USGS QUAD   -  UNION CENTER (2017)
 PU0925
 PU0925                         *CURRENT SURVEY CONTROL
 PU0925  ______________________________________________________________________
 PU0925* NAD 83(1986) POSITION- 44 33 38.     (N) 102 42 12.     (W)   SCALED
 PU0925* NAVD 88 ORTHO HEIGHT -   886.212 (meters)     2907.51  (feet) ADJUSTED
 PU0925  ______________________________________________________________________
 PU0925  GEOID HEIGHT    -        -18.092 (meters)                     GEOID18
 PU0925  DYNAMIC HEIGHT  -        885.967 (meters)     2906.71  (feet) COMP
 PU0925  MODELED GRAVITY -    980,311.1   (mgal)                       NAVD 88
 PU0925
 PU0925  VERT ORDER      -  FIRST     CLASS II
 PU0925
 PU0925.The horizontal coordinates were scaled from a map and have
 PU0925.an estimated accuracy of +/- 6 seconds.
 PU0925
 PU0925.The orthometric height was determined by differential leveling and
 PU0925.adjusted by the NATIONAL GEODETIC SURVEY
 PU0925.in October 1997.
 PU0925
 PU0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0925.GEOID18 height accuracy estimate available here.
 PU0925
 PU0925.Click photographs - Photos may exist for this station.
 PU0925
 PU0925.The dynamic height is computed by dividing the NAVD 88
 PU0925.geopotential number by the normal gravity value computed on the
 PU0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0925.degrees latitude (g = 980.6199 gals.).
 PU0925
 PU0925.The modeled gravity was interpolated from observed gravity values.
 PU0925
 PU0925;                    North         East    Units  Estimated Accuracy
 PU0925;SPC SD N     -    84,400.      385,270.      MT  (+/- 180 meters Scaled)
 PU0925
 PU0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK823367(NAD 83)
 PU0925
 PU0925                          SUPERSEDED SURVEY CONTROL
 PU0925
 PU0925.No superseded survey control is available for this station.
 PU0925
 PU0925_MARKER: DB = BENCH MARK DISK
 PU0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0925_STAMPING: A 411 RESET 1972
 PU0925_MARK LOGO: CGS
 PU0925_PROJECTION: FLUSH
 PU0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0925+STABILITY: SURFACE MOTION
 PU0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0925+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 PU0925
 PU0925  HISTORY     - Date     Condition        Report By
 PU0925  HISTORY     - 1972     MONUMENTED       NGS
 PU0925  HISTORY     - 19950524 GOOD             NGS
 PU0925  HISTORY     - 20120510 GOOD             INDIV
 PU0925
 PU0925                          STATION DESCRIPTION
 PU0925
 PU0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0925'1.7 MI W FROM UNION CENTER.
 PU0925'1.7 MILES WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU0925'STORE IN UNION CENTER, ABOUT 700 FEET WEST OF A LARGE ROCK OUTCROP
 PU0925'ON A HILL, 99 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 PU0925'NORTHEAST OF A T FENCE CORNER, 1.4 FEET SOUTH OF A METAL WITNESS
 PU0925'POST, AND SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 PU0925'IT IS AT HIGHWAY STATION 102+38.  NOTE-- BENCH MARK A 411 1962
 PU0925'WAS RECOVERED IN GOOD CONDITION, THE DISK WAS REMOVED AT THIS TIME.
 PU0925
 PU0925                          STATION RECOVERY (1995)
 PU0925
 PU0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0925'2.8 KM (1.75 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0925'IN UNION CENTER, 308.4 M (1011.8 FT) EAST OF MILEPOST 79, 30.0 M (98.4
 PU0925'FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT) WEST OF THE
 PU0925'CENTER OF A FIELD ENTRANCE AND GATE, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 PU0925'THE HIGHWAY, 1.1 M (3.6 FT) NORTHEAST OF A UTILITY POLE, 0.7 M (2.3
 PU0925'FT) NORTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 PU0925'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU0925
 PU0925                          STATION RECOVERY (2012)
 PU0925
 PU0925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0700 ***********************************************************************
 PU0700  DESIGNATION -  A 412
 PU0700  PID         -  PU0700
 PU0700  STATE/COUNTY-  SD/MEADE
 PU0700  COUNTRY     -  US
 PU0700  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0700
 PU0700                         *CURRENT SURVEY CONTROL
 PU0700  ______________________________________________________________________
 PU0700* NAD 83(1986) POSITION- 44 25 50.     (N) 102 33 45.     (W)   SCALED
 PU0700* NAVD 88 ORTHO HEIGHT -   793.997 (meters)     2604.97  (feet) ADJUSTED
 PU0700  ______________________________________________________________________
 PU0700  GEOID HEIGHT    -        -18.552 (meters)                     GEOID18
 PU0700  DYNAMIC HEIGHT  -        793.781 (meters)     2604.26  (feet) COMP
 PU0700  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 PU0700
 PU0700  VERT ORDER      -  SECOND    CLASS 0
 PU0700
 PU0700.The horizontal coordinates were scaled from a map and have
 PU0700.an estimated accuracy of +/- 6 seconds.
 PU0700
 PU0700.The orthometric height was determined by differential leveling and
 PU0700.adjusted by the NATIONAL GEODETIC SURVEY
 PU0700.in June 1991.
 PU0700
 PU0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0700.GEOID18 height accuracy estimate available here.
 PU0700
 PU0700.Click photographs - Photos may exist for this station.
 PU0700
 PU0700.The dynamic height is computed by dividing the NAVD 88
 PU0700.geopotential number by the normal gravity value computed on the
 PU0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0700.degrees latitude (g = 980.6199 gals.).
 PU0700
 PU0700.The modeled gravity was interpolated from observed gravity values.
 PU0700
 PU0700;                    North         East    Units  Estimated Accuracy
 PU0700;SPC SD N     -    69,590.      396,000.      MT  (+/- 180 meters Scaled)
 PU0700
 PU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK940225(NAD 83)
 PU0700
 PU0700                          SUPERSEDED SURVEY CONTROL
 PU0700
 PU0700  NGVD 29 (??/??/92)  793.533  (m)         2603.45   (f) ADJ UNCH    2 0
 PU0700
 PU0700.Superseded values are not recommended for survey control.
 PU0700
 PU0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0700.See file dsdata.pdf to determine how the superseded data were derived.
 PU0700
 PU0700_MARKER: DB = BENCH MARK DISK
 PU0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0700_STAMPING: A 412 1962
 PU0700_MARK LOGO: CGS
 PU0700_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0700+STABILITY: SURFACE MOTION
 PU0700
 PU0700  HISTORY     - Date     Condition        Report By
 PU0700  HISTORY     - 1962     MONUMENTED       CGS
 PU0700
 PU0700                          STATION DESCRIPTION
 PU0700
 PU0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0700'10 MI S FROM ENNING.
 PU0700'10.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0700'46 FEET WEST OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH OF THE
 PU0700'CENTER LINE OF A TRACK ROAD WEST, 13 FEET SOUTH OF A FENCE CORNER,
 PU0700'3 FEET SOUTH OF POWER POLE WITH TWO GUY WIRES, 2.5 FEET WEST OF
 PU0700'A FENCE, 2.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0700'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1266 ***********************************************************************
 PU1266  DESIGNATION -  A 413
 PU1266  PID         -  PU1266
 PU1266  STATE/COUNTY-  SD/BUTTE
 PU1266  COUNTRY     -  US
 PU1266  USGS QUAD   -  OWL BUTTE (2017)
 PU1266
 PU1266                         *CURRENT SURVEY CONTROL
 PU1266  ______________________________________________________________________
 PU1266* NAD 83(1986) POSITION- 44 50 27.     (N) 103 10 44.     (W)   SCALED
 PU1266* NAVD 88 ORTHO HEIGHT -   933.122 (meters)     3061.42  (feet) ADJUSTED
 PU1266  ______________________________________________________________________
 PU1266  GEOID HEIGHT    -        -16.908 (meters)                     GEOID18
 PU1266  DYNAMIC HEIGHT  -        932.889 (meters)     3060.65  (feet) COMP
 PU1266  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 PU1266
 PU1266  VERT ORDER      -  FIRST     CLASS II
 PU1266
 PU1266.The horizontal coordinates were scaled from a map and have
 PU1266.an estimated accuracy of +/- 6 seconds.
 PU1266
 PU1266.The orthometric height was determined by differential leveling and
 PU1266.adjusted by the NATIONAL GEODETIC SURVEY
 PU1266.in July 1998.
 PU1266
 PU1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1266.GEOID18 height accuracy estimate available here.
 PU1266
 PU1266.Click photographs - Photos may exist for this station.
 PU1266
 PU1266.The dynamic height is computed by dividing the NAVD 88
 PU1266.geopotential number by the normal gravity value computed on the
 PU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1266.degrees latitude (g = 980.6199 gals.).
 PU1266
 PU1266.The modeled gravity was interpolated from observed gravity values.
 PU1266
 PU1266;                    North         East    Units  Estimated Accuracy
 PU1266;SPC SD N     -   116,890.      348,740.      MT  (+/- 180 meters Scaled)
 PU1266
 PU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK439668(NAD 83)
 PU1266
 PU1266                          SUPERSEDED SURVEY CONTROL
 PU1266
 PU1266  NAVD 88 (06/15/91)  933.100  (m)         3061.35   (f) SUPERSEDED  1 2
 PU1266  NGVD 29 (??/??/92)  932.609  (m)         3059.73   (f) ADJ UNCH    1 2
 PU1266
 PU1266.Superseded values are not recommended for survey control.
 PU1266
 PU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1266.See file dsdata.pdf to determine how the superseded data were derived.
 PU1266
 PU1266_MARKER: DB = BENCH MARK DISK
 PU1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1266_STAMPING: A 413 1963
 PU1266_MARK LOGO: CGS
 PU1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1266+STABILITY: SURFACE MOTION
 PU1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1266+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1266
 PU1266  HISTORY     - Date     Condition        Report By
 PU1266  HISTORY     - 1963     MONUMENTED       CGS
 PU1266  HISTORY     - 19951116 GOOD             NGS
 PU1266
 PU1266                          STATION DESCRIPTION
 PU1266
 PU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1266'15.1 MI NE FROM NEWELL.
 PU1266'ABOUT 15.1 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1266'SCHOOL AT NEWELL, AT THE JUNCTION OF TWILIGHT ROAD WHICH IS A
 PU1266'GRAVELED ROAD LEADING NORTHWEST, 105 FEET NORTHWEST OF THE
 PU1266'CENTERLINE OF THE HIGHWAY, 55.5 FEET SOUTHWEST OF THE CENTER OF
 PU1266'A CATTLE GUARD ACROSS THE ROAD, 2.5 FEET SOUTHEAST OF A FENCE,
 PU1266'1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1266'ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 PU1266'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PU1266
 PU1266                          STATION RECOVERY (1995)
 PU1266
 PU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1266'24.1 KM (14.95 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1266'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 256.0 M (839.9 FT) NORTHEAST
 PU1266'OF MILEPOST 54, 22.4 M (73.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PU1266'17.1 M (56.1 FT) SOUTHWEST OF THE CENTER OF TWILIGHT ROAD, 0.4 M (1.3
 PU1266'FT) NORTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 PU1266'HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND THE MONUMENT
 PU1266'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1058 ***********************************************************************
 PU1058  DESIGNATION -  A 414
 PU1058  PID         -  PU1058
 PU1058  STATE/COUNTY-  SD/BUTTE
 PU1058  COUNTRY     -  US
 PU1058  USGS QUAD   -  NEWELL (2017)
 PU1058
 PU1058                         *CURRENT SURVEY CONTROL
 PU1058  ______________________________________________________________________
 PU1058* NAD 83(1986) POSITION- 44 43 35.     (N) 103 25 32.     (W)   SCALED
 PU1058* NAVD 88 ORTHO HEIGHT -   855.648 (meters)     2807.24  (feet) ADJUSTED
 PU1058  ______________________________________________________________________
 PU1058  GEOID HEIGHT    -        -16.367 (meters)                     GEOID18
 PU1058  DYNAMIC HEIGHT  -        855.431 (meters)     2806.53  (feet) COMP
 PU1058  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 PU1058
 PU1058  VERT ORDER      -  SECOND    CLASS 0
 PU1058
 PU1058.The horizontal coordinates were scaled from a map and have
 PU1058.an estimated accuracy of +/- 6 seconds.
 PU1058
 PU1058.The orthometric height was determined by differential leveling and
 PU1058.adjusted by the NATIONAL GEODETIC SURVEY
 PU1058.in June 1991.
 PU1058
 PU1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1058.GEOID18 height accuracy estimate available here.
 PU1058
 PU1058.Click photographs - Photos may exist for this station.
 PU1058
 PU1058.The dynamic height is computed by dividing the NAVD 88
 PU1058.geopotential number by the normal gravity value computed on the
 PU1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1058.degrees latitude (g = 980.6199 gals.).
 PU1058
 PU1058.The modeled gravity was interpolated from observed gravity values.
 PU1058
 PU1058;                    North         East    Units  Estimated Accuracy
 PU1058;SPC SD N     -   104,980.      328,720.      MT  (+/- 180 meters Scaled)
 PU1058
 PU1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK246537(NAD 83)
 PU1058
 PU1058                          SUPERSEDED SURVEY CONTROL
 PU1058
 PU1058  NGVD 29 (??/??/92)  855.173  (m)         2805.68   (f) ADJ UNCH    2 0
 PU1058
 PU1058.Superseded values are not recommended for survey control.
 PU1058
 PU1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1058.See file dsdata.pdf to determine how the superseded data were derived.
 PU1058
 PU1058_MARKER: DB = BENCH MARK DISK
 PU1058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1058_SP_SET: CULVERT HEADWALL
 PU1058_STAMPING: A 414 1963
 PU1058_MARK LOGO: CGS
 PU1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1058+STABILITY: SURFACE MOTION
 PU1058
 PU1058  HISTORY     - Date     Condition        Report By
 PU1058  HISTORY     - 1963     MONUMENTED       CGS
 PU1058
 PU1058                          STATION DESCRIPTION
 PU1058
 PU1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1058'0.7 MI N FROM NEWELL.
 PU1058'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH SCHOOL
 PU1058'AT NEWELL, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 PU1058'HEADWALL OF A 6 X 8 FOOT CONCRETE CULVERT, 28 FEET WEST OF THE
 PU1058'CENTERLINE OF THE HIGHWAY, 0.6 FOOT NORTH OF THE SOUTH EDGE OF
 PU1058'THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1876 ***********************************************************************
 PU1876  DESIGNATION -  A 415
 PU1876  PID         -  PU1876
 PU1876  STATE/COUNTY-  SD/BUTTE
 PU1876  COUNTRY     -  US
 PU1876  USGS QUAD   -  NISLAND (2017)
 PU1876
 PU1876                         *CURRENT SURVEY CONTROL
 PU1876  ______________________________________________________________________
 PU1876* NAD 83(1986) POSITION- 44 44 04.     (N) 103 36 31.     (W)   SCALED
 PU1876* NAVD 88 ORTHO HEIGHT -   874.389 (meters)     2868.72  (feet) ADJUSTED
 PU1876  ______________________________________________________________________
 PU1876  GEOID HEIGHT    -        -15.971 (meters)                     GEOID18
 PU1876  DYNAMIC HEIGHT  -        874.161 (meters)     2867.98  (feet) COMP
 PU1876  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1876
 PU1876  VERT ORDER      -  SECOND    CLASS 0
 PU1876
 PU1876.The horizontal coordinates were scaled from a map and have
 PU1876.an estimated accuracy of +/- 6 seconds.
 PU1876
 PU1876.The orthometric height was determined by differential leveling and
 PU1876.adjusted by the NATIONAL GEODETIC SURVEY
 PU1876.in June 1991.
 PU1876
 PU1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1876.GEOID18 height accuracy estimate available here.
 PU1876
 PU1876.Click photographs - Photos may exist for this station.
 PU1876
 PU1876.The dynamic height is computed by dividing the NAVD 88
 PU1876.geopotential number by the normal gravity value computed on the
 PU1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1876.degrees latitude (g = 980.6199 gals.).
 PU1876
 PU1876.The modeled gravity was interpolated from observed gravity values.
 PU1876
 PU1876;                    North         East    Units  Estimated Accuracy
 PU1876;SPC SD N     -   106,500.      314,270.      MT  (+/- 180 meters Scaled)
 PU1876
 PU1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK101543(NAD 83)
 PU1876
 PU1876                          SUPERSEDED SURVEY CONTROL
 PU1876
 PU1876  NGVD 29 (??/??/92)  873.908  (m)         2867.15   (f) ADJ UNCH    2 0
 PU1876
 PU1876.Superseded values are not recommended for survey control.
 PU1876
 PU1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1876.See file dsdata.pdf to determine how the superseded data were derived.
 PU1876
 PU1876_MARKER: DB = BENCH MARK DISK
 PU1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1876_STAMPING: A 415 1963
 PU1876_MARK LOGO: CGS
 PU1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1876+STABILITY: SURFACE MOTION
 PU1876
 PU1876  HISTORY     - Date     Condition        Report By
 PU1876  HISTORY     - 1963     MONUMENTED       CGS
 PU1876
 PU1876                          STATION DESCRIPTION
 PU1876
 PU1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1876'7.9 MI NW FROM NISLAND.
 PU1876'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1876'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1876'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1876'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1876'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1876'ALONG A GRAVELED COUNTY ROAD, 45 FEET NORTHWEST OF THE CENTER
 PU1876'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 33 FEET NORTH OF THE
 PU1876'CENTERLINE OF THE EAST-WEST ROAD, 31.5 FEET WEST OF THE CENTERLINE
 PU1876'OF THE NORTH-SOUTH ROAD, 4.5 FEET NORTHEAST OF A TELEPHONE POLE,
 PU1876'2.0 FEET EAST OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL
 PU1876'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH
 PU1876'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1349 ***********************************************************************
 PU1349  DESIGNATION -  A 416
 PU1349  PID         -  PU1349
 PU1349  STATE/COUNTY-  SD/BUTTE
 PU1349  COUNTRY     -  US
 PU1349  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1349
 PU1349                         *CURRENT SURVEY CONTROL
 PU1349  ______________________________________________________________________
 PU1349* NAD 83(1986) POSITION- 44 54 28.     (N) 103 16 55.     (W)   SCALED
 PU1349* NAVD 88 ORTHO HEIGHT -   908.163 (meters)     2979.53  (feet) ADJUSTED
 PU1349  ______________________________________________________________________
 PU1349  GEOID HEIGHT    -        -16.685 (meters)                     GEOID18
 PU1349  DYNAMIC HEIGHT  -        907.945 (meters)     2978.82  (feet) COMP
 PU1349  MODELED GRAVITY -    980,345.9   (mgal)                       NAVD 88
 PU1349
 PU1349  VERT ORDER      -  SECOND    CLASS 0
 PU1349
 PU1349.The horizontal coordinates were scaled from a map and have
 PU1349.an estimated accuracy of +/- 6 seconds.
 PU1349
 PU1349.The orthometric height was determined by differential leveling and
 PU1349.adjusted by the NATIONAL GEODETIC SURVEY
 PU1349.in June 1991.
 PU1349
 PU1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1349.GEOID18 height accuracy estimate available here.
 PU1349
 PU1349.Click photographs - Photos may exist for this station.
 PU1349
 PU1349.The dynamic height is computed by dividing the NAVD 88
 PU1349.geopotential number by the normal gravity value computed on the
 PU1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1349.degrees latitude (g = 980.6199 gals.).
 PU1349
 PU1349.The modeled gravity was interpolated from observed gravity values.
 PU1349
 PU1349;                    North         East    Units  Estimated Accuracy
 PU1349;SPC SD N     -   124,650.      340,900.      MT  (+/- 180 meters Scaled)
 PU1349
 PU1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK356741(NAD 83)
 PU1349
 PU1349                          SUPERSEDED SURVEY CONTROL
 PU1349
 PU1349  NGVD 29 (??/??/92)  907.684  (m)         2977.96   (f) ADJ UNCH    2 0
 PU1349
 PU1349.Superseded values are not recommended for survey control.
 PU1349
 PU1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1349.See file dsdata.pdf to determine how the superseded data were derived.
 PU1349
 PU1349_MARKER: DB = BENCH MARK DISK
 PU1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1349_STAMPING: A 416 1963
 PU1349_MARK LOGO: CGS
 PU1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1349+STABILITY: SURFACE MOTION
 PU1349
 PU1349  HISTORY     - Date     Condition        Report By
 PU1349  HISTORY     - 1963     MONUMENTED       CGS
 PU1349
 PU1349                          STATION DESCRIPTION
 PU1349
 PU1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1349'16.8 MI NE FROM NEWELL.
 PU1349'ABOUT 3.95 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1349'HIGH SCHOOL AT NEWELL, THENCE 13.3 MILES NORTH ALONG A GRAVELED
 PU1349'ROAD, ABOUT 0.15 MILE NORTH OF A 36-INCH PIPE CULVERT IN A
 PU1349'RAVINE, 34 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET
 PU1349'NORTHWEST OF TELEPHONE POLE NO. 8, 1.7 FEET SOUTH OF A METAL
 PU1349'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1349'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1853 ***********************************************************************
 PU1853  DESIGNATION -  A 417
 PU1853  PID         -  PU1853
 PU1853  STATE/COUNTY-  SD/BUTTE
 PU1853  COUNTRY     -  US
 PU1853  USGS QUAD   -  MUD BUTTES (2017)
 PU1853
 PU1853                         *CURRENT SURVEY CONTROL
 PU1853  ______________________________________________________________________
 PU1853* NAD 83(1986) POSITION- 44 51 52.     (N) 103 47 31.     (W)   SCALED
 PU1853* NAVD 88 ORTHO HEIGHT -   934.531 (meters)     3066.04  (feet) ADJUSTED
 PU1853  ______________________________________________________________________
 PU1853  GEOID HEIGHT    -        -15.810 (meters)                     GEOID18
 PU1853  DYNAMIC HEIGHT  -        934.290 (meters)     3065.25  (feet) COMP
 PU1853  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1853
 PU1853  VERT ORDER      -  FIRST     CLASS II
 PU1853
 PU1853.The horizontal coordinates were scaled from a map and have
 PU1853.an estimated accuracy of +/- 6 seconds.
 PU1853
 PU1853.The orthometric height was determined by differential leveling and
 PU1853.adjusted by the NATIONAL GEODETIC SURVEY
 PU1853.in April 2000.
 PU1853
 PU1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1853.GEOID18 height accuracy estimate available here.
 PU1853
 PU1853.Click photographs - Photos may exist for this station.
 PU1853
 PU1853.The dynamic height is computed by dividing the NAVD 88
 PU1853.geopotential number by the normal gravity value computed on the
 PU1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1853.degrees latitude (g = 980.6199 gals.).
 PU1853
 PU1853.The modeled gravity was interpolated from observed gravity values.
 PU1853
 PU1853;                    North         East    Units  Estimated Accuracy
 PU1853;SPC SD N     -   121,600.      300,440.      MT  (+/- 180 meters Scaled)
 PU1853
 PU1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK954686(NAD 83)
 PU1853
 PU1853                          SUPERSEDED SURVEY CONTROL
 PU1853
 PU1853  NAVD 88 (06/15/91)  934.504  (m)         3065.95   (f) SUPERSEDED  2 0
 PU1853  NGVD 29 (??/??/92)  934.022  (m)         3064.37   (f) ADJ UNCH    2 0
 PU1853
 PU1853.Superseded values are not recommended for survey control.
 PU1853
 PU1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1853.See file dsdata.pdf to determine how the superseded data were derived.
 PU1853
 PU1853_MARKER: DB = BENCH MARK DISK
 PU1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1853_STAMPING: A 417 1963
 PU1853_MARK LOGO: CGS
 PU1853_PROJECTION: PROJECTING 20 CENTIMETERS
 PU1853_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1853+STABILITY: SURFACE MOTION
 PU1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1853+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2018
 PU1853
 PU1853  HISTORY     - Date     Condition        Report By
 PU1853  HISTORY     - 1963     MONUMENTED       CGS
 PU1853  HISTORY     - 19980920 GOOD             NGS
 PU1853  HISTORY     - 20180424 GOOD             SDDT
 PU1853
 PU1853                          STATION DESCRIPTION
 PU1853
 PU1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1853'14.7 MI N FROM BELLE FOURCHE.
 PU1853'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1853'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 0.9 MILE EAST
 PU1853'ALONG A GRAVELED COUNTY ROAD, 44 FEET SOUTH OF THE CENTERLINE
 PU1853'OF THE ROAD, 37.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 PU1853'CATTLE GUARD, 6.5 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1.6
 PU1853'FEET EAST OF A NORTH-SOUTH FENCE, 1.6 FEET NORTH OF A METAL
 PU1853'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU1853'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 PU1853
 PU1853                          STATION RECOVERY (1998)
 PU1853
 PU1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1853'22.4 KM (13.90 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1853'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.3 KM (0.20 MI) EASTERLY
 PU1853'ALONG A GRAVELED ROAD, 12.1 M (39.7 FT) SOUTH OF THE ROAD CENTER AND A
 PU1853'CATTLE GUARD, 6.3 M (20.7 FT) NORTH OF A T-FENCE CORNER, 0.5 M (1.6
 PU1853'FT) EAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) EAST OF A METAL
 PU1853'GUARD POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PU1853'SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
 PU1853
 PU1853                          STATION RECOVERY (2018)
 PU1853
 PU1853'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU1853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1686 ***********************************************************************
 PU1686  DESIGNATION -  A 418
 PU1686  PID         -  PU1686
 PU1686  STATE/COUNTY-  SD/MEADE
 PU1686  COUNTRY     -  US
 PU1686  USGS QUAD   -  STURGIS (2017)
 PU1686
 PU1686                         *CURRENT SURVEY CONTROL
 PU1686  ______________________________________________________________________
 PU1686* NAD 83(1986) POSITION- 44 24 52.0    (N) 103 30 31.4    (W)   HD_HELD2
 PU1686* NAVD 88 ORTHO HEIGHT -  1037.165 (meters)     3402.77  (feet) ADJUSTED
 PU1686  ______________________________________________________________________
 PU1686  GEOID HEIGHT    -        -15.286 (meters)                     GEOID18
 PU1686  DYNAMIC HEIGHT  -       1036.829 (meters)     3401.66  (feet) COMP
 PU1686  MODELED GRAVITY -    980,258.7   (mgal)                       NAVD 88
 PU1686
 PU1686  VERT ORDER      -  FIRST     CLASS II
 PU1686
 PU1686.The horizontal coordinates were established by autonomous hand held GPS
 PU1686.observations and have an estimated accuracy of +/- 10 meters.
 PU1686
 PU1686.The orthometric height was determined by differential leveling and
 PU1686.adjusted by the NATIONAL GEODETIC SURVEY
 PU1686.in June 1991.
 PU1686
 PU1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1686.GEOID18 height accuracy estimate available here.
 PU1686
 PU1686.Click photographs - Photos may exist for this station.
 PU1686
 PU1686.The dynamic height is computed by dividing the NAVD 88
 PU1686.geopotential number by the normal gravity value computed on the
 PU1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1686.degrees latitude (g = 980.6199 gals.).
 PU1686
 PU1686.The modeled gravity was interpolated from observed gravity values.
 PU1686
 PU1686;                    North         East    Units  Estimated Accuracy
 PU1686;SPC SD N     -    70,630.      320,632.      MT  (+/- 10 meters HH2 GPS)
 PU1686
 PU1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1872618987(NAD 83)
 PU1686
 PU1686                          SUPERSEDED SURVEY CONTROL
 PU1686
 PU1686  NGVD 29 (??/??/92) 1036.644  (m)         3401.06   (f) ADJ UNCH    1 2
 PU1686
 PU1686.Superseded values are not recommended for survey control.
 PU1686
 PU1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1686.See file dsdata.pdf to determine how the superseded data were derived.
 PU1686
 PU1686_MARKER: DB = BENCH MARK DISK
 PU1686_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU1686_SP_SET: BUILDING
 PU1686_STAMPING: A 418 1963
 PU1686_MARK LOGO: CGS
 PU1686_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1686+STABILITY: SURFACE MOTION
 PU1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1686+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 PU1686
 PU1686  HISTORY     - Date     Condition        Report By
 PU1686  HISTORY     - 1963     MONUMENTED       CGS
 PU1686  HISTORY     - 19910819 GOOD             NGS
 PU1686  HISTORY     - 19950513 GOOD             NGS
 PU1686  HISTORY     - 20090905 GOOD             GEOCAC
 PU1686  HISTORY     - 20120816 GOOD             INDIV
 PU1686
 PU1686                          STATION DESCRIPTION
 PU1686
 PU1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1686'AT STURGIS.
 PU1686'AT STURGIS, SET VERTICALLY IN THE SOUTH BRICK WALL OF THE
 PU1686'POST OFFICE, 5.6 FEET WEST OF THE CENTERLINE OF THE MAIN ENTRANCE,
 PU1686'1.2 FEET ABOVE A BALUSTRADE, AND ABOUT 2 FEET ABOVE THE LEVEL
 PU1686'OF THE STREET.
 PU1686
 PU1686                          STATION RECOVERY (1991)
 PU1686
 PU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1686'IN STURGIS, SET VERTICALLY IN THE SOUTH FACE OF THE POST OFFICE AT
 PU1686'999 MAIN STREET, 19.5 M (64.0 FT) EAST OF THE CENTERLINE OF JUNCTION
 PU1686'AVENUE, 14.0 M (45.9 FT) NORTH OF THE CENTER OF THE STREET, 7.6 M
 PU1686'(24.9 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.7 M
 PU1686'(2.3 FT) ABOVE THE LEVEL OF THE STREET.
 PU1686
 PU1686                          STATION RECOVERY (1995)
 PU1686
 PU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1686'IN STURGIS, SET VERTICALLY IN THE SOUTH FACE OF THE POST OFFICE AT 999
 PU1686'MAIN STREET, 19.5 M (64.0 FT) EAST OF THE CENTER OF JUNCTION AVENUE,
 PU1686'14.0 M (45.9 FT) NORTH OF THE STREET CENTERLINE, 7.6 M (24.9 FT) EAST
 PU1686'OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.7 M (2.3 FT) ABOVE THE
 PU1686'LEVEL OF THE CREEK.
 PU1686
 PU1686                          STATION RECOVERY (2009)
 PU1686
 PU1686'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 PU1686'MARK RECOVERED IN GOOD CONDITION. LOCATION IS NO LONGER THE SITE OF
 PU1686'THE U.S. POST OFFICE. THE BUILDING IS NOW OCCUPIED BY THE STURGIS
 PU1686'MOTORCYCLE MUSEUM. THE MARK IS LOCATED 3 FEET WEST OF THE FRONT DOOR
 PU1686'OF THE BUILDING AND LESS THAN 1 FOOT UNDER THE EAST END OF A RAMP'S
 PU1686'HAND RAIL.
 PU1686
 PU1686                          STATION RECOVERY (2012)
 PU1686
 PU1686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0605 ***********************************************************************
 OT0605  CBN         -  This is a Cooperative Base Network Control Station.
 OT0605  DESIGNATION -  A 427
 OT0605  PID         -  OT0605
 OT0605  STATE/COUNTY-  SD/FALL RIVER
 OT0605  COUNTRY     -  US
 OT0605  USGS QUAD   -  ARDMORE (2017)
 OT0605
 OT0605                         *CURRENT SURVEY CONTROL
 OT0605  ______________________________________________________________________
 OT0605* NAD 83(2011) POSITION- 43 02 09.26844(N) 103 39 42.48953(W)   ADJUSTED
 OT0605* NAD 83(2011) ELLIP HT-  1062.773 (meters)        (06/27/12)   ADJUSTED
 OT0605* NAD 83(2011) EPOCH   -  2010.00
 OT0605* NAVD 88 ORTHO HEIGHT -  1078.746 (meters)     3539.19  (feet) ADJUSTED
 OT0605  ______________________________________________________________________
 OT0605  GEOID HEIGHT    -        -15.964 (meters)                     GEOID18
 OT0605  NAD 83(2011) X  - -1,103,011.166 (meters)                     COMP
 OT0605  NAD 83(2011) Y  - -4,537,879.129 (meters)                     COMP
 OT0605  NAD 83(2011) Z  -  4,331,143.660 (meters)                     COMP
 OT0605  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 OT0605  DYNAMIC HEIGHT  -       1078.258 (meters)     3537.58  (feet) COMP
 OT0605  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 OT0605
 OT0605  VERT ORDER      -  FIRST     CLASS II
 OT0605
 OT0605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0605  Standards:
 OT0605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0605  -------------------------------------------------------------------
 OT0605  NETWORK    0.88   2.16           0.41   0.29   1.10     -0.06020348
 OT0605  -------------------------------------------------------------------
 OT0605  Click here for local accuracies and other accuracy information.
 OT0605
 OT0605.The horizontal coordinates were established by GPS observations
 OT0605.and adjusted by the National Geodetic Survey in June 2012.
 OT0605
 OT0605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0605.been affixed to the stable North American tectonic plate. See 
 OT0605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0605
 OT0605.The horizontal coordinates are valid at the epoch date displayed above
 OT0605.which is a decimal equivalence of Year/Month/Day.
 OT0605
 OT0605.The orthometric height was determined by differential leveling and
 OT0605.adjusted by the NATIONAL GEODETIC SURVEY
 OT0605.in June 1991.
 OT0605
 OT0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0605.GEOID18 height accuracy estimate available here.
 OT0605
 OT0605.Click photographs - Photos may exist for this station.
 OT0605
 OT0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0605
 OT0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0605
 OT0605.The ellipsoidal height was determined by GPS observations
 OT0605.and is referenced to NAD 83.
 OT0605
 OT0605.The dynamic height is computed by dividing the NAVD 88
 OT0605.geopotential number by the normal gravity value computed on the
 OT0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0605.degrees latitude (g = 980.6199 gals.).
 OT0605
 OT0605.The modeled gravity was interpolated from observed gravity values.
 OT0605
 OT0605. The following values were computed from the NAD 83(2011) position.
 OT0605
 OT0605;                    North         East     Units Scale Factor Converg.
 OT0605;SPC SD S     -    83,484.344   328,835.426   MT  0.99995819   -2 17 46.1
 OT0605;SPC SD S     -   273,898.22  1,078,854.23   sFT  0.99995819   -2 17 46.1
 OT0605;UTM  13      - 4,765,671.191   609,011.420   MT  0.99974619   +0 54 48.1
 OT0605
 OT0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0605!SPC SD S     -   0.99983336  x   0.99995819  =   0.99979156
 OT0605!UTM  13      -   0.99983336  x   0.99974619  =   0.99957959
 OT0605
 OT0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0901165671(NAD 83)
 OT0605
 OT0605                          SUPERSEDED SURVEY CONTROL
 OT0605
 OT0605  NAD 83(2007)-  43 02 09.26828(N)    103 39 42.49063(W) AD(2002.00) 0
 OT0605  ELLIP H (02/10/07) 1062.801  (m)                       GP(2002.00)    
 OT0605  ELLIP H (04/15/04) 1062.789  (m)                       GP(       ) 2 1
 OT0605  NAD 83(1996)-  43 02 09.26756(N)    103 39 42.49070(W) AD(       ) B
 OT0605  ELLIP H (04/18/97) 1062.845  (m)                       GP(       ) 4 1
 OT0605  NAVD 88            1078.75   (m)         3539.2    (f) LEVELING    3  
 OT0605
 OT0605.Superseded values are not recommended for survey control.
 OT0605
 OT0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0605.See file dsdata.pdf to determine how the superseded data were derived.
 OT0605
 OT0605_MARKER: I = METAL ROD
 OT0605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0605_STAMPING: A 427 1985
 OT0605_MARK LOGO: NGS
 OT0605_PROJECTION: FLUSH
 OT0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0605+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2015
 OT0605_ROD/PIPE-DEPTH: 12.0 meters
 OT0605
 OT0605  HISTORY     - Date     Condition        Report By
 OT0605  HISTORY     - 1985     MONUMENTED       NGS
 OT0605  HISTORY     - 19960821 GOOD             NGS
 OT0605  HISTORY     - 20060715 GOOD             JCLS
 OT0605  HISTORY     - 20150616 GOOD             WYDT
 OT0605
 OT0605                          STATION DESCRIPTION
 OT0605
 OT0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0605'1.8 KM (1.1 MI) NORTH FROM ADRMORE.
 OT0605'1.8 KM (1.1 MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF
 OT0605'COUNTY ROADS 6412 WEST AND 5 EAST IN ADRMORE, AT A WIRE GATE AND
 OT0605'FIELD ROAD LEADING EAST, 10.7 METERS (35 FT) EAST OF THE CENTER OF
 OT0605'THE HIGHWAY, 5.5 METERS (18 FT) NORTH OF THE CENTER OF THE GATE AND
 OT0605'0.3 METER (1 FT) WEST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OT0605'HAD THROUGH A 5-INCH LOGO CAP.
 OT0605'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 OT0605'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OT0605
 OT0605                          STATION RECOVERY (1996)
 OT0605
 OT0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0605'THE STATION IS LOCATED ABOUT 23.0 MI (37.0 KM) SOUTHWEST OF OELRICHS,
 OT0605'6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF RUMFORD, AND 1.0 MI (1.6 KM) NORTH
 OT0605'OF ARDMORE, ON STATE HIGHWAY 71 NORTH.  OWNERSHIP--THE STATE OF SOUTH
 OT0605'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71
 OT0605'AND COUNTY ROAD 5 IN ARDMORE, GO NORTH ON STATE HIGHWAY 71 FOR 1.05 MI
 OT0605'(1.69 KM) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 35.0 FT
 OT0605'(10.7 M) EAST OF THE HIGHWAY CENTER, 17.0 FT (5.2 M) NORTH OF THE
 OT0605'CENTER OF A FIELD ENTRANCE AND GATE, 2.0 FT (0.6 M) BELOW THE LEVEL OF
 OT0605'THE HIGHWAY, 1.0 FT (0.3 M) WEST OF A FENCE, AND 0.5 FT (15.2 CM) WEST
 OT0605'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OT0605'5-INCH LOGO CAP.
 OT0605
 OT0605                          STATION RECOVERY (2006)
 OT0605
 OT0605'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 OT0605'RECOVERED IN GOOD CONDITION.
 OT0605
 OT0605                          STATION RECOVERY (2015)
 OT0605
 OT0605'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2015 (KFB)
 OT0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0634 ***********************************************************************
 QS0634  DESIGNATION -  A 428
 QS0634  PID         -  QS0634
 QS0634  STATE/COUNTY-  SD/CORSON
 QS0634  COUNTRY     -  US
 QS0634  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0634
 QS0634                         *CURRENT SURVEY CONTROL
 QS0634  ______________________________________________________________________
 QS0634* NAD 83(1986) POSITION- 45 42 42.     (N) 101 20 13.     (W)   SCALED
 QS0634* NAVD 88 ORTHO HEIGHT -   633.453 (meters)     2078.25  (feet) ADJUSTED
 QS0634  ______________________________________________________________________
 QS0634  GEOID HEIGHT    -        -20.540 (meters)                     GEOID18
 QS0634  DYNAMIC HEIGHT  -        633.385 (meters)     2078.03  (feet) COMP
 QS0634  MODELED GRAVITY -    980,488.8   (mgal)                       NAVD 88
 QS0634
 QS0634  VERT ORDER      -  FIRST     CLASS II
 QS0634
 QS0634.The horizontal coordinates were scaled from a map and have
 QS0634.an estimated accuracy of +/- 6 seconds.
 QS0634
 QS0634.The orthometric height was determined by differential leveling and
 QS0634.adjusted by the NATIONAL GEODETIC SURVEY
 QS0634.in June 1991.
 QS0634
 QS0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0634.GEOID18 height accuracy estimate available here.
 QS0634
 QS0634.Click photographs - Photos may exist for this station.
 QS0634
 QS0634.The dynamic height is computed by dividing the NAVD 88
 QS0634.geopotential number by the normal gravity value computed on the
 QS0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0634.degrees latitude (g = 980.6199 gals.).
 QS0634
 QS0634.The modeled gravity was interpolated from observed gravity values.
 QS0634
 QS0634;                    North         East    Units  Estimated Accuracy
 QS0634;SPC SD N     -   209,590.      495,900.      MT  (+/- 180 meters Scaled)
 QS0634
 QS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR181646(NAD 83)
 QS0634
 QS0634                          SUPERSEDED SURVEY CONTROL
 QS0634
 QS0634.No superseded survey control is available for this station.
 QS0634
 QS0634_MARKER: I = METAL ROD
 QS0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0634_STAMPING: A 428 1985
 QS0634_MARK LOGO: NGS
 QS0634_PROJECTION: FLUSH
 QS0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0634_ROD/PIPE-DEPTH: 4.9 meters
 QS0634
 QS0634  HISTORY     - Date     Condition        Report By
 QS0634  HISTORY     - 1985     MONUMENTED       NGS
 QS0634
 QS0634                          STATION DESCRIPTION
 QS0634
 QS0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0634'23.8 KM (14.8 MI) SOUTH FROM MCINTOSH.
 QS0634'23.8 KM (14.75 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0634'HIGHWAY 12 AT MCINTOSH, AT A GRAVEL ROAD LEADING EAST, 0.32 KM (0.2
 QS0634'MI) NORTH OF MILEPOST 217, 22.9 METERS (75 FT) EAST OF THE HIGHWAY,
 QS0634'10.4 METERS (34 FT) NORTHEAST OF THE NORTHEAST END OF A 24-INCH PIPE
 QS0634'CULVERT, 10.7 METERS (35 FT) NORTH OF THE CENTER OF THE ROAD, 40.0
 QS0634'METERS (13 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1 FT) WEST OF
 QS0634'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0634'5-INCH LOGO CAP.
 QS0634'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0634'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0366 ***********************************************************************
 OU0366  CBN         -  This is a Cooperative Base Network Control Station.
 OU0366  DESIGNATION -  A 429
 OU0366  PID         -  OU0366
 OU0366  STATE/COUNTY-  SD/CUSTER
 OU0366  COUNTRY     -  US
 OU0366  USGS QUAD   -  DEWEY (2017)
 OU0366
 OU0366                         *CURRENT SURVEY CONTROL
 OU0366  ______________________________________________________________________
 OU0366* NAD 83(2011) POSITION- 43 31 56.72658(N) 104 03 01.49765(W)   ADJUSTED
 OU0366* NAD 83(2011) ELLIP HT-  1115.054 (meters)        (06/27/12)   ADJUSTED
 OU0366* NAD 83(2011) EPOCH   -  2010.00
 OU0366* NAVD 88 ORTHO HEIGHT -  1129.640 (meters)     3706.16  (feet) ADJUSTED
 OU0366  ______________________________________________________________________
 OU0366  GEOID HEIGHT    -        -14.587 (meters)                     GEOID18
 OU0366  NAD 83(2011) X  - -1,124,590.005 (meters)                     COMP
 OU0366  NAD 83(2011) Y  - -4,493,635.705 (meters)                     COMP
 OU0366  NAD 83(2011) Z  -  4,371,342.164 (meters)                     COMP
 OU0366  LAPLACE CORR    -          4.06  (seconds)                    DEFLEC18
 OU0366  DYNAMIC HEIGHT  -       1129.175 (meters)     3704.64  (feet) COMP
 OU0366  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 OU0366
 OU0366  VERT ORDER      -  FIRST     CLASS II
 OU0366
 OU0366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OU0366  Standards:
 OU0366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OU0366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OU0366  -------------------------------------------------------------------
 OU0366  NETWORK    0.88   2.29           0.41   0.29   1.17     -0.04963852
 OU0366  -------------------------------------------------------------------
 OU0366  Click here for local accuracies and other accuracy information.
 OU0366
 OU0366.The horizontal coordinates were established by GPS observations
 OU0366.and adjusted by the National Geodetic Survey in June 2012.
 OU0366
 OU0366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OU0366.been affixed to the stable North American tectonic plate. See 
 OU0366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OU0366
 OU0366.The horizontal coordinates are valid at the epoch date displayed above
 OU0366.which is a decimal equivalence of Year/Month/Day.
 OU0366
 OU0366.The orthometric height was determined by differential leveling and
 OU0366.adjusted by the NATIONAL GEODETIC SURVEY
 OU0366.in June 1991.
 OU0366
 OU0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0366.GEOID18 height accuracy estimate available here.
 OU0366
 OU0366.Click photographs - Photos may exist for this station.
 OU0366
 OU0366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OU0366
 OU0366.The Laplace correction was computed from DEFLEC18 derived deflections.
 OU0366
 OU0366.The ellipsoidal height was determined by GPS observations
 OU0366.and is referenced to NAD 83.
 OU0366
 OU0366.The dynamic height is computed by dividing the NAVD 88
 OU0366.geopotential number by the normal gravity value computed on the
 OU0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0366.degrees latitude (g = 980.6199 gals.).
 OU0366
 OU0366.The modeled gravity was interpolated from observed gravity values.
 OU0366
 OU0366. The following values were computed from the NAD 83(2011) position.
 OU0366
 OU0366;                    North         East     Units Scale Factor Converg.
 OU0366;SPC SD S     -   139,929.965   299,663.550   MT  0.99990799   -2 33 51.3
 OU0366;SPC SD S     -   459,086.89    983,146.16   sFT  0.99990799   -2 33 51.3
 OU0366;UTM  13      - 4,820,380.292   576,727.572   MT  0.99967241   +0 39 14.7
 OU0366
 OU0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0366!SPC SD S     -   0.99982517  x   0.99990799  =   0.99973318
 OU0366!UTM  13      -   0.99982517  x   0.99967241  =   0.99949764
 OU0366
 OU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7672720380(NAD 83)
 OU0366
 OU0366                          SUPERSEDED SURVEY CONTROL
 OU0366
 OU0366  NAD 83(2007)-  43 31 56.72642(N)    104 03 01.49875(W) AD(2002.00) 0
 OU0366  ELLIP H (02/10/07) 1115.082  (m)                       GP(2002.00)    
 OU0366  ELLIP H (04/15/04) 1115.072  (m)                       GP(       ) 2 1
 OU0366  NAD 83(1996)-  43 31 56.72568(N)    104 03 01.49878(W) AD(       ) B
 OU0366  ELLIP H (04/18/97) 1115.131  (m)                       GP(       ) 4 1
 OU0366  NAVD 88            1129.64   (m)         3706.2    (f) LEVELING    3  
 OU0366
 OU0366.Superseded values are not recommended for survey control.
 OU0366
 OU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0366.See file dsdata.pdf to determine how the superseded data were derived.
 OU0366
 OU0366_MARKER: I = METAL ROD
 OU0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0366_STAMPING: A 429 1985
 OU0366_MARK LOGO: NGS
 OU0366_PROJECTION: FLUSH
 OU0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0366+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 OU0366_ROD/PIPE-DEPTH: 8.5 meters
 OU0366
 OU0366  HISTORY     - Date     Condition        Report By
 OU0366  HISTORY     - 1985     MONUMENTED       NGS
 OU0366  HISTORY     - 19960912 GOOD             NGS
 OU0366  HISTORY     - 20060715 GOOD             JCLS
 OU0366
 OU0366                          STATION DESCRIPTION
 OU0366
 OU0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0366'41.2 KM (25.6 MI) SOUTH FROM NEWCASTLE WY.
 OU0366'35.8 KM (22.25 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0366'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0366'NEWCASTLE WY, THENCE 5.35 KM (3.35 MI) EAST ALONG DEWEY ROAD, ON THE
 OU0366'OUTSIDE OF A RIGHT ANGLE CURVE IN THE ROAD, 23.2 METERS (76 FT)
 OU0366'NORTHEAST OF THE CENTER OF THE ROAD, 7.8 METERS (25.5 FT) NORTHWEST OF
 OU0366'THE NORTHWEST END OF A WIRE GATE AND 0.5 METER (1.5 FT) SOUTHWEST OF A
 OU0366'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0366'5-INCH LOGO CAP.
 OU0366'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OU0366'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OU0366
 OU0366                          STATION RECOVERY (1996)
 OU0366
 OU0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OU0366'THE STATION IS LOCATED 41.2 KM (25.60 MI) SOUTH OF NEWCASTLE WY, ON
 OU0366'DEWEY ROAD.  OWNERSHIP--CUSTER COUNTY.  TO REACH THE STATION FROM THE
 OU0366'JUNCTION OF U.S. HIGHWAYS 16, 385 AND STATE HIGHWAY 89 IN CUSTER, GO
 OU0366'WEST FOR 5.0 MI (8.0 KM) ON HIGHWAY 16 TO THE JUNCTION OF RD 715.
 OU0366'TURN LEFT AND GO SOUTH FOR 12.25 MI (19.71 KM) ON RD 715 TO THE
 OU0366'JUNCTION OF RD 316.  CONTINUE AHEAD FOR 4.25 MI (6.84 KM) ON RD 715 TO
 OU0366'THE JUNCTION OF RD 276.  CONTINUE AHEAD FOR 6.7 MI (10.8 KM) ON RD 715
 OU0366'TO TO THE JUNCTION OF RD 319.  BEAR RIGHT AND GO NORTHEAST FOR 5.65 MI
 OU0366'(9.09 KM) ON RD 715 TO THE JUNCTION OF RD 769.  GO WEST ON RD 769 FOR
 OU0366'4.85 MI (7.81 KM) TO A T-JUNCTION, WHERE ALL ROADS ARE SIGNED AS CO RD
 OU0366'769.  TURN RIGHT AND GO NORTH FOR 0.4 MI (0.6 KM) ON RD 769 TO A
 OU0366'RAILROAD CROSSING.  CONTINUE AHEAD FOR 0.9 MI (1.4 KM) TO THE STATION.
 OU0366'THE STATION IS LOCATED 23.2 M (76.1 FT) NORTHEAST OF THE ROAD CENTER,
 OU0366'7.8 M (25.6 FT) NORTHWEST OF THE NORTHWEST END OF A WIRE GATE, 1.2 M
 OU0366'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A
 OU0366'FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS
 OU0366'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OU0366
 OU0366                          STATION RECOVERY (2006)
 OU0366
 OU0366'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 OU0366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0645 ***********************************************************************
 OT0645  DESIGNATION -  A 430
 OT0645  PID         -  OT0645
 OT0645  STATE/COUNTY-  SD/FALL RIVER
 OT0645  COUNTRY     -  US
 OT0645  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0645
 OT0645                         *CURRENT SURVEY CONTROL
 OT0645  ______________________________________________________________________
 OT0645* NAD 83(1986) POSITION- 43 25 40.51   (N) 103 31 39.83   (W)   HD_HELD1
 OT0645* NAVD 88 ORTHO HEIGHT -  1258.110 (meters)     4127.65  (feet) ADJUSTED
 OT0645  ______________________________________________________________________
 OT0645  GEOID HEIGHT    -        -15.361 (meters)                     GEOID18
 OT0645  DYNAMIC HEIGHT  -       1257.558 (meters)     4125.84  (feet) COMP
 OT0645  MODELED GRAVITY -    980,136.8   (mgal)                       NAVD 88
 OT0645
 OT0645  VERT ORDER      -  FIRST     CLASS II
 OT0645
 OT0645.The horizontal coordinates were determined by differentially corrected
 OT0645.hand held GPS observations or other comparable positioning techniques
 OT0645.and have an estimated accuracy of +/- 3 meters.
 OT0645
 OT0645.The orthometric height was determined by differential leveling and
 OT0645.adjusted by the NATIONAL GEODETIC SURVEY
 OT0645.in June 1991.
 OT0645
 OT0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0645.GEOID18 height accuracy estimate available here.
 OT0645
 OT0645.Click photographs - Photos may exist for this station.
 OT0645
 OT0645.The dynamic height is computed by dividing the NAVD 88
 OT0645.geopotential number by the normal gravity value computed on the
 OT0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0645.degrees latitude (g = 980.6199 gals.).
 OT0645
 OT0645.The modeled gravity was interpolated from observed gravity values.
 OT0645
 OT0645;                    North         East    Units  Estimated Accuracy
 OT0645;SPC SD S     -   126,571.6     341,427.1     MT  (+/- 3 meters HH1 GPS) 
 OT0645
 OT0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1916609388(NAD 83)
 OT0645
 OT0645                          SUPERSEDED SURVEY CONTROL
 OT0645
 OT0645.No superseded survey control is available for this station.
 OT0645
 OT0645_MARKER: I = METAL ROD
 OT0645_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0645+WITH SETTING: INFORMATION.
 OT0645_STAMPING: A 430 1985
 OT0645_MARK LOGO: NGS
 OT0645_PROJECTION: FLUSH
 OT0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0645_ROD/PIPE-DEPTH: 1.8 meters
 OT0645
 OT0645  HISTORY     - Date     Condition        Report By
 OT0645  HISTORY     - 1985     MONUMENTED       NGS
 OT0645
 OT0645                          STATION DESCRIPTION
 OT0645
 OT0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0645'4.4 KM (2.75 MI) WEST FROM HOT SPRINGS.
 OT0645'4.45 KM (2.8 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US
 OT0645'HIGHWAY 385 AT HOT SPRINGS, IN THE NORTHEAST CORNER OF THE Y JUNCTION
 OT0645'OF A DIRT ROAD LEADING NORTHEAST, 24.4 METERS (80 FT) SOUTHEAST OF THE
 OT0645'HIGHWAY CENTERLINE, 9.4 METERS (31 FT) NORTHEAST OF THE NORTHEAST GATE
 OT0645'POST FOR A WIRE GATE, 16.2 METERS (52 FT) NORTHWEST OF THE CENTER OF
 OT0645'THE ROAD AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0645'ROD SET TO 6-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS
 OT0645'HAD THROUGH A 5-INCH LOGO CAP.
 OT0645'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OT0645'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0670 ***********************************************************************
 OT0670  DESIGNATION -  A 431
 OT0670  PID         -  OT0670
 OT0670  STATE/COUNTY-  SD/CUSTER
 OT0670  COUNTRY     -  US
 OT0670  USGS QUAD   -  FAIRBURN (2017)
 OT0670
 OT0670                         *CURRENT SURVEY CONTROL
 OT0670  ______________________________________________________________________
 OT0670* NAD 83(1986) POSITION- 43 43 53.     (N) 103 13 08.     (W)   SCALED
 OT0670* NAVD 88 ORTHO HEIGHT -  1010.652 (meters)     3315.78  (feet) ADJUSTED
 OT0670  ______________________________________________________________________
 OT0670  GEOID HEIGHT    -        -16.051 (meters)                     GEOID18
 OT0670  DYNAMIC HEIGHT  -       1010.264 (meters)     3314.51  (feet) COMP
 OT0670  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 OT0670
 OT0670  VERT ORDER      -  FIRST     CLASS II
 OT0670
 OT0670.The horizontal coordinates were scaled from a map and have
 OT0670.an estimated accuracy of +/- 6 seconds.
 OT0670
 OT0670.The orthometric height was determined by differential leveling and
 OT0670.adjusted by the NATIONAL GEODETIC SURVEY
 OT0670.in June 1991.
 OT0670
 OT0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0670.GEOID18 height accuracy estimate available here.
 OT0670
 OT0670.Click photographs - Photos may exist for this station.
 OT0670
 OT0670.The dynamic height is computed by dividing the NAVD 88
 OT0670.geopotential number by the normal gravity value computed on the
 OT0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0670.degrees latitude (g = 980.6199 gals.).
 OT0670
 OT0670.The modeled gravity was interpolated from observed gravity values.
 OT0670
 OT0670;                    North         East    Units  Estimated Accuracy
 OT0670;SPC SD S     -   159,350.      367,590.      MT  (+/- 180 meters Scaled)
 OT0670
 OT0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ434435(NAD 83)
 OT0670
 OT0670                          SUPERSEDED SURVEY CONTROL
 OT0670
 OT0670.No superseded survey control is available for this station.
 OT0670
 OT0670_MARKER: DV = VERTICAL CONTROL DISK
 OT0670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0670_SP_SET: WINGWALL ATTACHED TO ABUTMENT
 OT0670_STAMPING: A 431 1985
 OT0670_MARK LOGO: NGS
 OT0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0670+STABILITY: SURFACE MOTION
 OT0670
 OT0670  HISTORY     - Date     Condition        Report By
 OT0670  HISTORY     - 1985     MONUMENTED       NGS
 OT0670
 OT0670                          STATION DESCRIPTION
 OT0670
 OT0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0670'12.6 KM (7.8 MI) SOUTH FROM HERMOSA.
 OT0670'12.6 KM (7.85 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0670'STATE HIGHWAY 40 EAST AT HERMOSA, IN TOP OF AND 2.3 METERS (7.5 FT)
 OT0670'WEST OF THE EAST END OF THE SOUTHEAST WINGWALL FOR A BRIDGE OVER A DRY
 OT0670'WASH, 1.9 KM (1.2 MI) NORTH OF THE CROSSING OF DRY CREEK, 5.6 METERS
 OT0670'(18.5 FT) EAST OF THE HIGHWAY CENTERLINE.
 OT0670'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0902 ***********************************************************************
 PT0902  DESIGNATION -  A 432
 PT0902  PID         -  PT0902
 PT0902  STATE/COUNTY-  SD/HAAKON
 PT0902  COUNTRY     -  US
 PT0902  USGS QUAD   -  MIDLAND SE (2017)
 PT0902
 PT0902                         *CURRENT SURVEY CONTROL
 PT0902  ______________________________________________________________________
 PT0902* NAD 83(1986) POSITION- 44 04 27.     (N) 101 06 48.     (W)   SCALED
 PT0902* NAVD 88 ORTHO HEIGHT -   565.504 (meters)     1855.32  (feet) ADJUSTED
 PT0902  ______________________________________________________________________
 PT0902  GEOID HEIGHT    -        -22.970 (meters)                     GEOID18
 PT0902  DYNAMIC HEIGHT  -        565.345 (meters)     1854.80  (feet) COMP
 PT0902  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 PT0902
 PT0902  VERT ORDER      -  FIRST     CLASS II
 PT0902
 PT0902.The horizontal coordinates were scaled from a map and have
 PT0902.an estimated accuracy of +/- 6 seconds.
 PT0902
 PT0902.The orthometric height was determined by differential leveling and
 PT0902.adjusted by the NATIONAL GEODETIC SURVEY
 PT0902.in June 1991.
 PT0902
 PT0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0902.GEOID18 height accuracy estimate available here.
 PT0902
 PT0902.Click photographs - Photos may exist for this station.
 PT0902
 PT0902.The dynamic height is computed by dividing the NAVD 88
 PT0902.geopotential number by the normal gravity value computed on the
 PT0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0902.degrees latitude (g = 980.6199 gals.).
 PT0902
 PT0902.The modeled gravity was interpolated from observed gravity values.
 PT0902
 PT0902;                    North         East    Units  Estimated Accuracy
 PT0902;SPC SD S     -   193,690.      537,520.      MT  (+/- 180 meters Scaled)
 PT0902
 PT0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP307822(NAD 83)
 PT0902
 PT0902                          SUPERSEDED SURVEY CONTROL
 PT0902
 PT0902.No superseded survey control is available for this station.
 PT0902
 PT0902_MARKER: I = METAL ROD
 PT0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0902_STAMPING: A 432 1985
 PT0902_MARK LOGO: NGS
 PT0902_PROJECTION: FLUSH
 PT0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0902_ROD/PIPE-DEPTH: 9.8 meters
 PT0902
 PT0902  HISTORY     - Date     Condition        Report By
 PT0902  HISTORY     - 1985     MONUMENTED       NGS
 PT0902
 PT0902                          STATION DESCRIPTION
 PT0902
 PT0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0902'4.0 KM (2.5 MI) EAST FROM MIDLAND.
 PT0902'1.55 KM (0.96 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0902'MIDLAND, THENCE 2.43 KM (1.51 MI) EAST ALONG A GRAVEL ROAD LEADING TO
 PT0902'CAPA, IN THE EAST CORNER OF A PRIVATE ROAD CROSSING THE CHICAGO AND
 PT0902'NORTH WESTERN RAILROAD, 58.8 METERS (193 FT) SOUTH OF THE CENTER OF
 PT0902'THE ROAD, 7.3 METERS (24 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 34.8
 PT0902'METERS (114 FT) NORTHEAST OF THE CENTER OF THE PRIVATE ROAD, 35.7
 PT0902'METERS (117 FT) SOUTHWEST OF THE SOUTHWEST END OF A V SHAPED FENCE
 PT0902'CORNER AND 0.9 METER (3 FT) NORTHEAST OF A TELEPHONE POLE.
 PT0902'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0902'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PT0902'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0923 ***********************************************************************
 PT0923  DESIGNATION -  A 433
 PT0923  PID         -  PT0923
 PT0923  STATE/COUNTY-  SD/STANLEY
 PT0923  COUNTRY     -  US
 PT0923  USGS QUAD   -  MAY RANCH (2017)
 PT0923
 PT0923                         *CURRENT SURVEY CONTROL
 PT0923  ______________________________________________________________________
 PT0923* NAD 83(1986) POSITION- 44 22 18.53   (N) 101 08 07.01   (W)   HD_HELD1
 PT0923* NAVD 88 ORTHO HEIGHT -   632.216 (meters)     2074.20  (feet) ADJUSTED
 PT0923  ______________________________________________________________________
 PT0923  GEOID HEIGHT    -        -22.321 (meters)                     GEOID18
 PT0923  DYNAMIC HEIGHT  -        632.059 (meters)     2073.68  (feet) COMP
 PT0923  MODELED GRAVITY -    980,349.3   (mgal)                       NAVD 88
 PT0923
 PT0923  VERT ORDER      -  FIRST     CLASS II
 PT0923
 PT0923.The horizontal coordinates were determined by differentially corrected
 PT0923.hand held GPS observations or other comparable positioning techniques
 PT0923.and have an estimated accuracy of +/- 3 meters.
 PT0923
 PT0923.The orthometric height was determined by differential leveling and
 PT0923.adjusted by the NATIONAL GEODETIC SURVEY
 PT0923.in June 1991.
 PT0923
 PT0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0923.GEOID18 height accuracy estimate available here.
 PT0923
 PT0923.Click photographs - Photos may exist for this station.
 PT0923
 PT0923.The dynamic height is computed by dividing the NAVD 88
 PT0923.geopotential number by the normal gravity value computed on the
 PT0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0923.degrees latitude (g = 980.6199 gals.).
 PT0923
 PT0923.The modeled gravity was interpolated from observed gravity values.
 PT0923
 PT0923;                    North         East    Units  Estimated Accuracy
 PT0923;SPC SD S     -   226,776.2     536,083.3     MT  (+/- 3 meters HH1 GPS) 
 PT0923
 PT0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2987715388(NAD 83)
 PT0923
 PT0923                          SUPERSEDED SURVEY CONTROL
 PT0923
 PT0923.No superseded survey control is available for this station.
 PT0923
 PT0923_MARKER: F = FLANGE-ENCASED ROD
 PT0923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0923_STAMPING: A 433 1985
 PT0923_MARK LOGO: NGS
 PT0923_PROJECTION: FLUSH
 PT0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0923+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 PT0923_ROD/PIPE-DEPTH: 4.9 meters
 PT0923
 PT0923  HISTORY     - Date     Condition        Report By
 PT0923  HISTORY     - 1985     MONUMENTED       NGS
 PT0923  HISTORY     - 19950718 GOOD             NGS
 PT0923
 PT0923                          STATION DESCRIPTION
 PT0923
 PT0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0923'35.6 KM (22.1 MI) NORTH FROM MIDLAND.
 PT0923'35.59 KM (22.12 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0923'FROM THEIR JUNCTION AT MIDLAND, AT THE T JUNCTION OF STATE HIGHWAY 34
 PT0923'AND STATE HIGHWAY 63 LEADING NORTH, IN THE CENTER OF A DOUBLE WOODEN
 PT0923'POST BRACE AT THE WEST END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE,
 PT0923'0.81 KM (0.50 MI) WEST OF THE T JUNCTION OF STATE HIGHWAY 34 AND STATE
 PT0923'HIGHWAY 63 LEADING SOUTH, 23.8 METERS (18 FT) WEST OF THE EXTENDED
 PT0923'CENTER OF STATE HIGHWAY 63, 28.8 METERS (94.5 FT) SOUTH OF THE CENTER
 PT0923'OF STATE HIGHWAY 34, 22.9 METERS (75 FT) WEST OF A T JUNCTION POWER
 PT0923'POLE AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 PT0923'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0923'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PT0923'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0923
 PT0923                          STATION RECOVERY (1995)
 PT0923
 PT0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0923'9.1 KM (5.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PT0923'IN HAYES, 76.3 M (250.3 FT) WEST OF MILEPOST 170, 29.2 M (95.8 FT)
 PT0923'SOUTH OF THE HIGHWAY CENTERLINE, 22.9 M (75.1 FT) WEST OF A T-JUNCTION
 PT0923'UTILITY POLE WITH 3 GUY CABLES, 5.2 M (17.1 FT) WEST OF THE EXTENDED
 PT0923'CENTER OF STATE HIGHWAY 63 LEADING NORTH, 0.5 M (1.6 FT) BELOW THE
 PT0923'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0
 PT0923'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 PT0923'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0650 ***********************************************************************
 OS0650  DESIGNATION -  A 434
 OS0650  PID         -  OS0650
 OS0650  STATE/COUNTY-  SD/JONES
 OS0650  COUNTRY     -  US
 OS0650  USGS QUAD   -  MURDO (2017)
 OS0650
 OS0650                         *CURRENT SURVEY CONTROL
 OS0650  ______________________________________________________________________
 OS0650* NAD 83(1986) POSITION- 43 53 11.     (N) 100 43 16.     (W)   SCALED
 OS0650* NAVD 88 ORTHO HEIGHT -   692.349 (meters)     2271.48  (feet) ADJUSTED
 OS0650  ______________________________________________________________________
 OS0650  GEOID HEIGHT    -        -24.045 (meters)                     GEOID18
 OS0650  DYNAMIC HEIGHT  -        692.123 (meters)     2270.74  (feet) COMP
 OS0650  MODELED GRAVITY -    980,271.3   (mgal)                       NAVD 88
 OS0650
 OS0650  VERT ORDER      -  FIRST     CLASS II
 OS0650
 OS0650.The horizontal coordinates were scaled from a map and have
 OS0650.an estimated accuracy of +/- 6 seconds.
 OS0650
 OS0650.The orthometric height was determined by differential leveling and
 OS0650.adjusted by the NATIONAL GEODETIC SURVEY
 OS0650.in June 1994.
 OS0650
 OS0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0650.GEOID18 height accuracy estimate available here.
 OS0650
 OS0650.Click photographs - Photos may exist for this station.
 OS0650
 OS0650.The dynamic height is computed by dividing the NAVD 88
 OS0650.geopotential number by the normal gravity value computed on the
 OS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0650.degrees latitude (g = 980.6199 gals.).
 OS0650
 OS0650.The modeled gravity was interpolated from observed gravity values.
 OS0650
 OS0650;                    North         East    Units  Estimated Accuracy
 OS0650;SPC SD S     -   172,610.      568,840.      MT  (+/- 180 meters Scaled)
 OS0650
 OS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP617606(NAD 83)
 OS0650
 OS0650                          SUPERSEDED SURVEY CONTROL
 OS0650
 OS0650  NAVD 88 (06/15/91)  692.346  (m)         2271.47   (f) SUPERSEDED  1 2
 OS0650
 OS0650.Superseded values are not recommended for survey control.
 OS0650
 OS0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0650.See file dsdata.pdf to determine how the superseded data were derived.
 OS0650
 OS0650_MARKER: I = METAL ROD
 OS0650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0650_STAMPING: A 434 1985
 OS0650_MARK LOGO: NGS
 OS0650_PROJECTION: FLUSH
 OS0650_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0650+STABILITY: POSITION/ELEVATION WELL
 OS0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0650+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0650_ROD/PIPE-DEPTH: 14.6 meters
 OS0650_SLEEVE-DEPTH  : 12.2 meters
 OS0650
 OS0650  HISTORY     - Date     Condition        Report By
 OS0650  HISTORY     - 1985     MONUMENTED       NGS
 OS0650  HISTORY     - 19910620 GOOD             NGS
 OS0650  HISTORY     - 19910621 GOOD             NGS
 OS0650  HISTORY     - 19920721 GOOD             NGS
 OS0650  HISTORY     - 20130114 GOOD             INDIV
 OS0650
 OS0650                          STATION DESCRIPTION
 OS0650
 OS0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0650'IN MURDO.
 OS0650'THE MARK IS 2.0 M ABOVE THE ROAD.
 OS0650'IN MURDO, AT THE MURDO CITY PARK, IN THE TOP CENTER OF A LONG ROAD
 OS0650'CUT, 25.9 METERS (85 FT) SOUTH OF THE CENTER OF WEST 5TH STREET,
 OS0650'86.3 METERS (283 FT) EAST-SOUTHEAST OF THE CENTER OF THE WEST ENTRANCE
 OS0650'THE PARK, 69.5 METERS (228 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 OS0650'EAST ENTRANCE TO THE PARK, 18.0 METERS (59 FT) NORTH OF THE CENTER THE
 OS0650'GRAVEL DRIVE THROUGH THE PARK, 3.7 METERS (12.3 FT) WEST OF A
 OS0650'HISTORICAL MARKER AND 1.6 METERS (5.2 FT) EAST OF A FLAG POLE.
 OS0650'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0650
 OS0650                          STATION RECOVERY (1991)
 OS0650
 OS0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0650'1.7 KM (1.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS FROM
 OS0650'THE JUNCTION OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 26.3 M
 OS0650'(86.3 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 17.4 M (57.1 FT) NORTH
 OS0650'OF THE CENTER OF A GRAVELED ROAD LEADING THROUGH MURDO CITY PARK, 3.7
 OS0650'M (12.1 FT) WEST OF A HISTORICAL MONUMENT, 2.7 M (8.9 FT) EAST OF A
 OS0650'FLAG POLE, AND 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OS0650'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0650
 OS0650                          STATION RECOVERY (1991)
 OS0650
 OS0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0650'1.7 KM (1.05 MI) NORTH AND WEST ALONG INTERSTATE HIGHWAY 90 BUSINESS
 OS0650'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 83 SOUTH
 OS0650'IN MURDO (EXIT 192), 26.3 M (86.3 FT) SOUTH OF THE HIGHWAY
 OS0650'CENTERLINE, 17.4 M (57.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 OS0650'LEADING SOUTH AND INTO THE MURDO CITY PARK, 3.7 M (12.1 FT) WEST OF A
 OS0650'HISTORICAL MONUMENT, 2.7 M (8.9 FT) EAST OF A FLAG POLE, AND 1.7 M
 OS0650'(5.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OS0650'POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0650
 OS0650                          STATION RECOVERY (1992)
 OS0650
 OS0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0650'1.7 KM (1.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS FROM
 OS0650'THE JUNCTION OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 26.0 M
 OS0650'(85.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT)
 OS0650'NORTH OF THE CENTER OF A GRAVELED ROAD LEADING THROUGH MURDO CITY
 OS0650'PARK, 3.7 M (12.1 FT) WEST OF A HISTORICAL MONUMENT, 2.7 M (8.9 FT)
 OS0650'EAST OF A FLAG POLE, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OS0650'AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 OS0650'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0650
 OS0650                          STATION RECOVERY (2013)
 OS0650
 OS0650'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2145 ***********************************************************************
 PU2145  DESIGNATION -  A 435
 PU2145  PID         -  PU2145
 PU2145  STATE/COUNTY-  SD/PENNINGTON
 PU2145  COUNTRY     -  US
 PU2145  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2145
 PU2145                         *CURRENT SURVEY CONTROL
 PU2145  ______________________________________________________________________
 PU2145* NAD 83(1986) POSITION- 44 04 45.6    (N) 103 12 13.2    (W)   HD_HELD2
 PU2145* NAVD 88 ORTHO HEIGHT -   972.137 (meters)     3189.42  (feet) ADJUSTED
 PU2145  ______________________________________________________________________
 PU2145  GEOID HEIGHT    -        -15.984 (meters)                     GEOID18
 PU2145  DYNAMIC HEIGHT  -        971.816 (meters)     3188.37  (feet) COMP
 PU2145  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 PU2145
 PU2145  VERT ORDER      -  FIRST     CLASS II
 PU2145
 PU2145.The horizontal coordinates were established by autonomous hand held GPS
 PU2145.observations and have an estimated accuracy of +/- 10 meters.
 PU2145
 PU2145.The orthometric height was determined by differential leveling and
 PU2145.adjusted by the NATIONAL GEODETIC SURVEY
 PU2145.in June 1991.
 PU2145
 PU2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2145.GEOID18 height accuracy estimate available here.
 PU2145
 PU2145.Click photographs - Photos may exist for this station.
 PU2145
 PU2145.The dynamic height is computed by dividing the NAVD 88
 PU2145.geopotential number by the normal gravity value computed on the
 PU2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2145.degrees latitude (g = 980.6199 gals.).
 PU2145
 PU2145.The modeled gravity was interpolated from observed gravity values.
 PU2145
 PU2145;                    North         East    Units  Estimated Accuracy
 PU2145;SPC SD S     -   197,941.      370,148.      MT  (+/- 10 meters HH2 GPS)
 PU2145
 PU2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4382882252(NAD 83)
 PU2145
 PU2145                          SUPERSEDED SURVEY CONTROL
 PU2145
 PU2145.No superseded survey control is available for this station.
 PU2145
 PU2145_MARKER: DV = VERTICAL CONTROL DISK
 PU2145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2145_SP_SET: WINGWALL
 PU2145_STAMPING: A 435 1985
 PU2145_MARK LOGO: NGS
 PU2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2145+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 PU2145
 PU2145  HISTORY     - Date     Condition        Report By
 PU2145  HISTORY     - 1985     MONUMENTED       NGS
 PU2145  HISTORY     - 19971222 GOOD             USPSQD
 PU2145  HISTORY     - 20110113 GOOD             INDIV
 PU2145  HISTORY     - 20160914 GOOD             USPSQD
 PU2145
 PU2145                          STATION DESCRIPTION
 PU2145
 PU2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2145'1.5 KM (0.95 MI) SE FROM RAPID CITY.
 PU2145'0.3 KM (0.2 MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE
 PU2145'POST OFFICE IN RAPID CITY, THENCE 0.95 KM (0.6 MI) EAST ALONG STATE
 PU2145'HIGHWAY 44 (OMAHA STREET), THENCE 0.25 KM (0.15 MI) SOUTH ALONG
 PU2145'BRENNAN AVENUE, IN TOP OF THE NORTHEAST WINGWALL ATTACHED TO THE
 PU2145'ABUTMENT OF THE EAST MAIN STREET BRIDGE OVER RAPID CREEK, 24.1 METERS
 PU2145'(79 FT) WEST OF THE CENTER OF THE AVENUE AND 6.7 METERS (22 FT) NORTH
 PU2145'OF THE CENTER OF THE STREET.
 PU2145'THE MARK IS 0.3 M ABOVE THE STREET.
 PU2145
 PU2145                          STATION RECOVERY (1997)
 PU2145
 PU2145'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU2145'RECOVERED IN GOOD CONDITION.
 PU2145
 PU2145                          STATION RECOVERY (2011)
 PU2145
 PU2145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2145'RECOVERED IN GOOD CONDITION.
 PU2145
 PU2145                          STATION RECOVERY (2016)
 PU2145
 PU2145'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 PU2145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0718 ***********************************************************************
 OT0718  DESIGNATION -  A 436
 OT0718  PID         -  OT0718
 OT0718  STATE/COUNTY-  SD/PENNINGTON
 OT0718  COUNTRY     -  US
 OT0718  USGS QUAD   -  CONATA (2017)
 OT0718
 OT0718                         *CURRENT SURVEY CONTROL
 OT0718  ______________________________________________________________________
 OT0718* NAD 83(1986) POSITION- 43 43 03.     (N) 102 09 52.     (W)   SCALED
 OT0718* NAVD 88 ORTHO HEIGHT -   743.574 (meters)     2439.54  (feet) ADJUSTED
 OT0718  ______________________________________________________________________
 OT0718  GEOID HEIGHT    -        -19.337 (meters)                     GEOID18
 OT0718  DYNAMIC HEIGHT  -        743.336 (meters)     2438.76  (feet) COMP
 OT0718  MODELED GRAVITY -    980,273.9   (mgal)                       NAVD 88
 OT0718
 OT0718  VERT ORDER      -  FIRST     CLASS II
 OT0718
 OT0718.The horizontal coordinates were scaled from a map and have
 OT0718.an estimated accuracy of +/- 6 seconds.
 OT0718
 OT0718.The orthometric height was determined by differential leveling and
 OT0718.adjusted by the NATIONAL GEODETIC SURVEY
 OT0718.in June 1991.
 OT0718
 OT0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0718.GEOID18 height accuracy estimate available here.
 OT0718
 OT0718.Click photographs - Photos may exist for this station.
 OT0718
 OT0718.The dynamic height is computed by dividing the NAVD 88
 OT0718.geopotential number by the normal gravity value computed on the
 OT0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0718.degrees latitude (g = 980.6199 gals.).
 OT0718
 OT0718.The modeled gravity was interpolated from observed gravity values.
 OT0718
 OT0718;                    North         East    Units  Estimated Accuracy
 OT0718;SPC SD S     -   155,400.      452,460.      MT  (+/- 180 meters Scaled)
 OT0718
 OT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ284444(NAD 83)
 OT0718
 OT0718                          SUPERSEDED SURVEY CONTROL
 OT0718
 OT0718.No superseded survey control is available for this station.
 OT0718
 OT0718_MARKER: I = METAL ROD
 OT0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0718_STAMPING: A 436 1985
 OT0718_MARK LOGO: NGS
 OT0718_PROJECTION: FLUSH
 OT0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0718+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 OT0718_ROD/PIPE-DEPTH: 6.1 meters
 OT0718
 OT0718  HISTORY     - Date     Condition        Report By
 OT0718  HISTORY     - 1985     MONUMENTED       NGS
 OT0718  HISTORY     - 20120723 GOOD             INDIV
 OT0718
 OT0718                          STATION DESCRIPTION
 OT0718
 OT0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0718'15.9 KM (9.9 MI) WEST FROM INTERIOR.
 OT0718'15.9 KM (9.95 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0718'STATE HIGHWAY 377 IN INTERIOR, 2.0 KM (1.25 MI) EAST OF THE T JUNCTION
 OT0718'OF CONATA ROAD, 0.4 KM (0.25 MI) WEST OF THE CROSSING OF A SMALL
 OT0718'CREEK, 24.5 METERS (80.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.1
 OT0718'METERS (26.5 FT) WEST OF THE WEST GATE POST FOR A WIRE GATE AND
 OT0718'0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0718'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0718'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0718'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0718
 OT0718                          STATION RECOVERY (2012)
 OT0718
 OT0718'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0718'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0592 ***********************************************************************
 QS0592  DESIGNATION -  A 438
 QS0592  PID         -  QS0592
 QS0592  STATE/COUNTY-  SD/ZIEBACH
 QS0592  COUNTRY     -  US
 QS0592  USGS QUAD   -  DUPREE (2017)
 QS0592
 QS0592                         *CURRENT SURVEY CONTROL
 QS0592  ______________________________________________________________________
 QS0592* NAD 83(1986) POSITION- 45 03 20.     (N) 101 35 32.     (W)   SCALED
 QS0592* NAVD 88 ORTHO HEIGHT -   717.893 (meters)     2355.29  (feet) ADJUSTED
 QS0592  ______________________________________________________________________
 QS0592  GEOID HEIGHT    -        -20.552 (meters)                     GEOID18
 QS0592  DYNAMIC HEIGHT  -        717.751 (meters)     2354.82  (feet) COMP
 QS0592  MODELED GRAVITY -    980,395.0   (mgal)                       NAVD 88
 QS0592
 QS0592  VERT ORDER      -  FIRST     CLASS II
 QS0592
 QS0592.The horizontal coordinates were scaled from a map and have
 QS0592.an estimated accuracy of +/- 6 seconds.
 QS0592
 QS0592.The orthometric height was determined by differential leveling and
 QS0592.adjusted by the NATIONAL GEODETIC SURVEY
 QS0592.in June 1991.
 QS0592
 QS0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0592.GEOID18 height accuracy estimate available here.
 QS0592
 QS0592.Click photographs - Photos may exist for this station.
 QS0592
 QS0592.The dynamic height is computed by dividing the NAVD 88
 QS0592.geopotential number by the normal gravity value computed on the
 QS0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0592.degrees latitude (g = 980.6199 gals.).
 QS0592
 QS0592.The modeled gravity was interpolated from observed gravity values.
 QS0592
 QS0592;                    North         East    Units  Estimated Accuracy
 QS0592;SPC SD N     -   137,050.      474,600.      MT  (+/- 180 meters Scaled)
 QS0592
 QS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ958923(NAD 83)
 QS0592
 QS0592                          SUPERSEDED SURVEY CONTROL
 QS0592
 QS0592.No superseded survey control is available for this station.
 QS0592
 QS0592_MARKER: I = METAL ROD
 QS0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0592_STAMPING: A 438 1985
 QS0592_MARK LOGO: NGS
 QS0592_PROJECTION: FLUSH
 QS0592_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0592+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 QS0592_ROD/PIPE-DEPTH: 4.9 meters
 QS0592
 QS0592  HISTORY     - Date     Condition        Report By
 QS0592  HISTORY     - 1985     MONUMENTED       NGS
 QS0592  HISTORY     - 19960425 GOOD             NGS
 QS0592  HISTORY     - 20120718 GOOD             INDIV
 QS0592
 QS0592                          STATION DESCRIPTION
 QS0592
 QS0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0592'1.0 KM (0.6 MI) EAST FROM DUPREE.
 QS0592'0.98 KM (0.61 MI) EAST ALONG US HIGHWAY 121 FROM THE JUNCTION OF MAIN
 QS0592'STREET AT DUPREE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A
 QS0592'GRAVEL DRIVE LEADING NORTH TO A RANCH, 1.89 KM (1.17 MI) WEST OF THE T
 QS0592'JUNCTION OF STATE HIGHWAY 65, 0.16 KM (0.10 MI) WEST OF MILEPOST 137,
 QS0592'22.9 METERS (75 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.4 METERS (57
 QS0592'FT) WEST OF THE CENTER OF THE DRIVE, 7.8 METERS (25.5 FT) EAST OF A
 QS0592'POWER POLE, 1.2 METERS (4 FT) WEST OF THE SOUTHEAST WOODEN POST BRACED
 QS0592'RIGHT-OF-WAY FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF THE
 QS0592'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0592'5-INCH LOGO CAP.
 QS0592'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0592'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 QS0592
 QS0592                          STATION RECOVERY (1996)
 QS0592
 QS0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0592'1.0 KM (0.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0592'MAIN STREET IN DUPREE, 112.6 M (369.4 FT) WEST OF MILEPOST 137, 22.9 M
 QS0592'(75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.4 M (57.1 FT) WEST OF
 QS0592'THE CENTER OF A DRIVEWAY, 7.8 M (25.6 FT) EAST OF A UTILITY POLE, 1.3
 QS0592'M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 QS0592'FENCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 QS0592'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0592
 QS0592                          STATION RECOVERY (2012)
 QS0592
 QS0592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0620 ***********************************************************************
 QS0620  DESIGNATION -  A 439
 QS0620  PID         -  QS0620
 QS0620  STATE/COUNTY-  SD/DEWEY
 QS0620  COUNTRY     -  US
 QS0620  USGS QUAD   -  ISABEL (2017)
 QS0620
 QS0620                         *CURRENT SURVEY CONTROL
 QS0620  ______________________________________________________________________
 QS0620* NAD 83(1986) POSITION- 45 23 41.     (N) 101 25 48.     (W)   SCALED
 QS0620* NAVD 88 ORTHO HEIGHT -   729.017 (meters)     2391.78  (feet) ADJUSTED
 QS0620  ______________________________________________________________________
 QS0620  GEOID HEIGHT    -        -20.556 (meters)                     GEOID18
 QS0620  DYNAMIC HEIGHT  -        728.902 (meters)     2391.41  (feet) COMP
 QS0620  MODELED GRAVITY -    980,434.7   (mgal)                       NAVD 88
 QS0620
 QS0620  VERT ORDER      -  FIRST     CLASS II
 QS0620
 QS0620.The horizontal coordinates were scaled from a map and have
 QS0620.an estimated accuracy of +/- 6 seconds.
 QS0620
 QS0620.The orthometric height was determined by differential leveling and
 QS0620.adjusted by the NATIONAL GEODETIC SURVEY
 QS0620.in June 1991.
 QS0620
 QS0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0620.GEOID18 height accuracy estimate available here.
 QS0620
 QS0620.Click photographs - Photos may exist for this station.
 QS0620
 QS0620.The dynamic height is computed by dividing the NAVD 88
 QS0620.geopotential number by the normal gravity value computed on the
 QS0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0620.degrees latitude (g = 980.6199 gals.).
 QS0620
 QS0620.The modeled gravity was interpolated from observed gravity values.
 QS0620
 QS0620;                    North         East    Units  Estimated Accuracy
 QS0620;SPC SD N     -   174,500.      488,040.      MT  (+/- 180 meters Scaled)
 QS0620
 QS0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR097296(NAD 83)
 QS0620
 QS0620                          SUPERSEDED SURVEY CONTROL
 QS0620
 QS0620.No superseded survey control is available for this station.
 QS0620
 QS0620_MARKER: F = FLANGE-ENCASED ROD
 QS0620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0620_STAMPING: A 439 1985
 QS0620_MARK LOGO: NGS
 QS0620_PROJECTION: FLUSH
 QS0620_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0620+STABILITY: POSITION/ELEVATION WELL
 QS0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0620+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0620_ROD/PIPE-DEPTH: 14.3 meters
 QS0620_SLEEVE-DEPTH  : 12.2 meters
 QS0620
 QS0620  HISTORY     - Date     Condition        Report By
 QS0620  HISTORY     - 1985     MONUMENTED       NGS
 QS0620  HISTORY     - 19990622 GOOD             NGS
 QS0620
 QS0620                          STATION DESCRIPTION
 QS0620
 QS0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0620'IN ISABEL.
 QS0620'IN ISABEL, AT THE NORTHWEST CORNER OF THE ISABEL COMMUNITY BUILDING,
 QS0620'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF WEST OHIO STREET,
 QS0620'54.9 METERS (180 FT) WEST OF THE CENTER OF MAIN STREET, 16.5 METERS
 QS0620'(54 FT) SOUTH OF THE CENTER OF WEST OHIO STREET, 6.1 METERS (20 FT)
 QS0620'SOUTH-SOUTHEAST OF A POWER POLE, 1.1 METERS (3.7 FT) EAST-NORTHEAST OF
 QS0620'THE NORTHWEST CORNER OF THE BUILDING AND 0.8 METER (2.5 FT) NORTH OF
 QS0620'THE NORTH FACE OF THE BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD
 QS0620'THROUGH A 5-INCH LOGO CAP.
 QS0620'THE MARK IS ABOVE LEVEL WITH WEST OHIO STREET.
 QS0620
 QS0620                          STATION RECOVERY (1999)
 QS0620
 QS0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0620'IN ISABEL, AT THE INTERSECTION OF NORTH MAIN (STATE HIGHWAY 20) AND
 QS0620'WEST OHIO STREETS, 348.9 M (1144.7 FT) SOUTH OF MILEPOST 141, 55.3 M
 QS0620'(181.4 FT) WEST OF THE CENTERLINE OF NORTH MAIN STREET, 16.1 M (52.8
 QS0620'FT) SOUTH OF AND LEVEL WITH THE CENTER OF WEST OHIO STREET, 5.9 M
 QS0620'(19.4 FT) EAST OF THE CENTER OF AN ALLEY, 1.1 M (3.6 FT) NORTHEAST OF
 QS0620'THE NORTHWEST CORNER OF THE ISABEL COMMUNITY BUILDING, AND 0.8 M (2.6
 QS0620'FT) NORTH OF A WITNESS POST AND THE NORTH FACE OF THE BUILDING.
 QS0620'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 QS0620'MONUMENT IS ON CITY PROPERTY.  THE MONUMENT IS A BASIC NET A JUNCTION
 QS0620'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1975 ***********************************************************************
 NM1975  DESIGNATION -  A 447
 NM1975  PID         -  NM1975
 NM1975  STATE/COUNTY-  SD/UNION
 NM1975  COUNTRY     -  US
 NM1975  USGS QUAD   -  VERMILLION SE (2017)
 NM1975
 NM1975                         *CURRENT SURVEY CONTROL
 NM1975  ______________________________________________________________________
 NM1975* NAD 83(1986) POSITION- 42 51 58.     (N) 096 47 44.     (W)   SCALED
 NM1975* NAVD 88 ORTHO HEIGHT -   379.834 (meters)     1246.17  (feet) ADJUSTED
 NM1975  ______________________________________________________________________
 NM1975  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 NM1975  DYNAMIC HEIGHT  -        379.732 (meters)     1245.84  (feet) COMP
 NM1975  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 NM1975
 NM1975  VERT ORDER      -  FIRST     CLASS II
 NM1975
 NM1975.The horizontal coordinates were scaled from a map and have
 NM1975.an estimated accuracy of +/- 6 seconds.
 NM1975
 NM1975.The orthometric height was determined by differential leveling and
 NM1975.adjusted by the NATIONAL GEODETIC SURVEY
 NM1975.in June 1991.
 NM1975
 NM1975.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1975.GEOID18 height accuracy estimate available here.
 NM1975
 NM1975.Click photographs - Photos may exist for this station.
 NM1975
 NM1975.The dynamic height is computed by dividing the NAVD 88
 NM1975.geopotential number by the normal gravity value computed on the
 NM1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1975.degrees latitude (g = 980.6199 gals.).
 NM1975
 NM1975.The modeled gravity was interpolated from observed gravity values.
 NM1975
 NM1975;                    North         East    Units  Estimated Accuracy
 NM1975;SPC SD S     -    65,340.      889,010.      MT  (+/- 180 meters Scaled)
 NM1975
 NM1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN800483(NAD 83)
 NM1975
 NM1975                          SUPERSEDED SURVEY CONTROL
 NM1975
 NM1975.No superseded survey control is available for this station.
 NM1975
 NM1975_MARKER: I = METAL ROD
 NM1975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1975_STAMPING: A 447 1990
 NM1975_MARK LOGO: NGS
 NM1975_PROJECTION: PROJECTING 20 CENTIMETERS
 NM1975_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1975+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1975_ROD/PIPE-DEPTH: 6.1 meters
 NM1975_SLEEVE-DEPTH  : 0.9 meters
 NM1975
 NM1975  HISTORY     - Date     Condition        Report By
 NM1975  HISTORY     - 1990     MONUMENTED       NGS
 NM1975  HISTORY     - 20120514 POOR             INDIV
 NM1975
 NM1975                          STATION DESCRIPTION
 NM1975
 NM1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1975'9.8 KM (6.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1975'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.45 KM (0.28 MI)
 NM1975'NORTH OF MILEPOST 32, 32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE
 NM1975'NORTHBOUND LANES OF THE HIGHWAY, 10.3 M (33.8 FT) SOUTH OF A T-FENCE
 NM1975'CORNER, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.6 M
 NM1975'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 NM1975'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 NM1975'SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1975
 NM1975                          STATION RECOVERY (2012)
 NM1975
 NM1975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1975'CONCRETE WAS COMPLETELY GONE ONLY STEEL ROD STICKING OUT OF GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0980 ***********************************************************************
 OQ0980  CBN         -  This is a Cooperative Base Network Control Station.
 OQ0980  DESIGNATION -  A 448
 OQ0980  PID         -  OQ0980
 OQ0980  STATE/COUNTY-  SD/LINCOLN
 OQ0980  COUNTRY     -  US
 OQ0980  USGS QUAD   -  TEA (2017)
 OQ0980
 OQ0980                         *CURRENT SURVEY CONTROL
 OQ0980  ______________________________________________________________________
 OQ0980* NAD 83(2011) POSITION- 43 24 10.57781(N) 096 47 44.79421(W)   ADJUSTED
 OQ0980* NAD 83(2011) ELLIP HT-   407.843 (meters)        (06/27/12)   ADJUSTED
 OQ0980* NAD 83(2011) EPOCH   -  2010.00
 OQ0980* NAVD 88 ORTHO HEIGHT -   434.205 (meters)     1424.55  (feet) ADJUSTED
 OQ0980  ______________________________________________________________________
 OQ0980  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 OQ0980  NAD 83(2011) X  -   -549,244.683 (meters)                     COMP
 OQ0980  NAD 83(2011) Y  - -4,608,994.200 (meters)                     COMP
 OQ0980  NAD 83(2011) Z  -  4,360,413.496 (meters)                     COMP
 OQ0980  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 OQ0980  DYNAMIC HEIGHT  -        434.085 (meters)     1424.16  (feet) COMP
 OQ0980  MODELED GRAVITY -    980,331.4   (mgal)                       NAVD 88
 OQ0980
 OQ0980  VERT ORDER      -  FIRST     CLASS II
 OQ0980
 OQ0980  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ0980  Standards:
 OQ0980         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ0980            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ0980  -------------------------------------------------------------------
 OQ0980  NETWORK    0.57   1.27           0.25   0.21   0.65     -0.03361212
 OQ0980  -------------------------------------------------------------------
 OQ0980  Click here for local accuracies and other accuracy information.
 OQ0980
 OQ0980.The horizontal coordinates were established by GPS observations
 OQ0980.and adjusted by the National Geodetic Survey in June 2012.
 OQ0980
 OQ0980.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ0980.been affixed to the stable North American tectonic plate. See 
 OQ0980.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ0980
 OQ0980.The horizontal coordinates are valid at the epoch date displayed above
 OQ0980.which is a decimal equivalence of Year/Month/Day.
 OQ0980
 OQ0980.The orthometric height was determined by differential leveling and
 OQ0980.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0980.in June 1991.
 OQ0980
 OQ0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0980.GEOID18 height accuracy estimate available here.
 OQ0980
 OQ0980.Click photographs - Photos may exist for this station.
 OQ0980
 OQ0980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0980
 OQ0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0980
 OQ0980.The ellipsoidal height was determined by GPS observations
 OQ0980.and is referenced to NAD 83.
 OQ0980
 OQ0980.The dynamic height is computed by dividing the NAVD 88
 OQ0980.geopotential number by the normal gravity value computed on the
 OQ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0980.degrees latitude (g = 980.6199 gals.).
 OQ0980
 OQ0980.The modeled gravity was interpolated from observed gravity values.
 OQ0980
 OQ0980. The following values were computed from the NAD 83(2011) position.
 OQ0980
 OQ0980;                    North         East     Units Scale Factor Converg.
 OQ0980;SPC SD S     -   124,924.673   886,452.475   MT  0.99991391   +2 26 25.4
 OQ0980;SPC SD S     -   409,857.03  2,908,302.83   sFT  0.99991391   +2 26 25.4
 OQ0980;UTM  14      - 4,807,921.681   678,486.721   MT  0.99999189   +1 30 53.9
 OQ0980
 OQ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0980!SPC SD S     -   0.99993605  x   0.99991391  =   0.99984996
 OQ0980!UTM  14      -   0.99993605  x   0.99999189  =   0.99992794
 OQ0980
 OQ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7848607921(NAD 83)
 OQ0980
 OQ0980                          SUPERSEDED SURVEY CONTROL
 OQ0980
 OQ0980  NAD 83(2007)-  43 24 10.57776(N)    096 47 44.79516(W) AD(2002.00) 0
 OQ0980  ELLIP H (02/10/07)  407.865  (m)                       GP(2002.00)    
 OQ0980  ELLIP H (04/15/04)  407.884  (m)                       GP(       ) 2 1
 OQ0980  NAD 83(1996)-  43 24 10.57738(N)    096 47 44.79457(W) AD(       ) B
 OQ0980  ELLIP H (04/18/97)  407.899  (m)                       GP(       ) 4 1
 OQ0980  NAVD 88             434.21   (m)         1424.6    (f) LEVELING    3  
 OQ0980
 OQ0980.Superseded values are not recommended for survey control.
 OQ0980
 OQ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0980.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0980
 OQ0980_MARKER: I = METAL ROD
 OQ0980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0980_STAMPING: A 448 1990
 OQ0980_MARK LOGO: NGS
 OQ0980_PROJECTION: FLUSH
 OQ0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0980+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2014
 OQ0980_ROD/PIPE-DEPTH: 7.6 meters
 OQ0980_SLEEVE-DEPTH  : 0.9 meters
 OQ0980
 OQ0980  HISTORY     - Date     Condition        Report By
 OQ0980  HISTORY     - 1990     MONUMENTED       NGS
 OQ0980  HISTORY     - 19960508 GOOD             NGS
 OQ0980  HISTORY     - 20051117 GOOD             MNDT
 OQ0980  HISTORY     - 20110217 GOOD             INDIV
 OQ0980  HISTORY     - 20140108 GOOD             SDDENR
 OQ0980
 OQ0980                          STATION DESCRIPTION
 OQ0980
 OQ0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0980'15.9 KM (9.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0980'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.6 KM (0.4 MI) NORTH OF
 OQ0980'MILEPOST 69, 32.7 M (107.3 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 OQ0980'OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT) NORTH OF A
 OQ0980'T-FENCE CORNER, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.
 OQ0980'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ0980'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0980
 OQ0980                          STATION RECOVERY (1996)
 OQ0980
 OQ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ0980'THE STATION IS LOCATED 7.0 MI (11.3 KM) SOUTH OF SIOUX FALLS.
 OQ0980'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 OQ0980'INTERSECTION OF INTERSTATE 29 AND INTERSTATE 229, GO SOUTH ON
 OQ0980'INTERSTATE 29 FOR 2.1 MI (3.4 KM) TO AN OVERPASS, CONTINUE SOUTH ON
 OQ0980'INTERSTATE 29 FOR 2.0 MI (3.2 KM) TO AN OVERPASS, CONTINUE SOUTH ON
 OQ0980'INTERSTATE 29 FOR 2.0 MI (3.2 KM) TO THE STATION ON LEFT.  THE STATION
 OQ0980'IS LOCATED 106.8 FT (32.6 M) EAST OF THE CENTERLINE OF NORTHBOUND
 OQ0980'HIGHWAY, 42.0 FT (12.8 M) NORTH OF A GATE POST, 23.9 FT (7.3 M)
 OQ0980'NORTHWEST OF THE MOST NORTHWESTERLY STEEL SUPPORT LEG FOR A BILLBOARD,
 OQ0980'AND 1.9 FT (0.6 M) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 OQ0980'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0980
 OQ0980                          STATION RECOVERY (2005)
 OQ0980
 OQ0980'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0980'9.9 MILES SOUTH ALONG TRUNK HIGHWAY 29 FROM JUNCTION OF INTERSTATE
 OQ0980'TRUNK HIGHWAY 29 AND 12TH STREET IN SIOUX FALLS, AT INTERSTATE HIGHWAY
 OQ0980'29 MILEPOINT 69.3, 18.4 FEET NORTH OF T-FENCE CORNER, 1.9 FEET WEST OF
 OQ0980'WITNESS POST
 OQ0980
 OQ0980                          STATION RECOVERY (2011)
 OQ0980
 OQ0980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0980'RECOVERED IN GOOD CONDITION.
 OQ0980
 OQ0980                          STATION RECOVERY (2014)
 OQ0980
 OQ0980'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2014 (DL)
 OQ0980'ON THE EAST (NORTHBOUND) SIDE OF I-29, ABOUT 1 MI NORTH OF THE EXIT 68
 OQ0980'- PARKER (276 ST) OVERPASS, NEXT TO YELLOW BILLBOARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1011 ***********************************************************************
 OQ1011  DESIGNATION -  A 449
 OQ1011  PID         -  OQ1011
 OQ1011  STATE/COUNTY-  SD/MINNEHAHA
 OQ1011  COUNTRY     -  US
 OQ1011  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1011
 OQ1011                         *CURRENT SURVEY CONTROL
 OQ1011  ______________________________________________________________________
 OQ1011* NAD 83(1986) POSITION- 43 30 16.     (N) 096 44 51.     (W)   SCALED
 OQ1011* NAVD 88 ORTHO HEIGHT -   429.094 (meters)     1407.79  (feet) ADJUSTED
 OQ1011  ______________________________________________________________________
 OQ1011  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 OQ1011  DYNAMIC HEIGHT  -        428.978 (meters)     1407.41  (feet) COMP
 OQ1011  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 OQ1011
 OQ1011  VERT ORDER      -  FIRST     CLASS II
 OQ1011
 OQ1011.The horizontal coordinates were scaled from a map and have
 OQ1011.an estimated accuracy of +/- 6 seconds.
 OQ1011
 OQ1011.The orthometric height was determined by differential leveling and
 OQ1011.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1011.in June 1991.
 OQ1011
 OQ1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1011.GEOID18 height accuracy estimate available here.
 OQ1011
 OQ1011.Click photographs - Photos may exist for this station.
 OQ1011
 OQ1011.The dynamic height is computed by dividing the NAVD 88
 OQ1011.geopotential number by the normal gravity value computed on the
 OQ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1011.degrees latitude (g = 980.6199 gals.).
 OQ1011
 OQ1011.The modeled gravity was interpolated from observed gravity values.
 OQ1011
 OQ1011;                    North         East    Units  Estimated Accuracy
 OQ1011;SPC SD S     -   136,360.      889,870.      MT  (+/- 180 meters Scaled)
 OQ1011
 OQ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP820192(NAD 83)
 OQ1011
 OQ1011                          SUPERSEDED SURVEY CONTROL
 OQ1011
 OQ1011.No superseded survey control is available for this station.
 OQ1011
 OQ1011_MARKER: I = METAL ROD
 OQ1011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1011_STAMPING: A 449 1990
 OQ1011_MARK LOGO: NGS
 OQ1011_PROJECTION: PROJECTING 7 CENTIMETERS
 OQ1011_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1011+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2011
 OQ1011_ROD/PIPE-DEPTH: 2.1 meters
 OQ1011_SLEEVE-DEPTH  : 0.9 meters
 OQ1011
 OQ1011  HISTORY     - Date     Condition        Report By
 OQ1011  HISTORY     - 1990     MONUMENTED       NGS
 OQ1011  HISTORY     - 20110302 GOOD             INDIV
 OQ1011
 OQ1011                          STATION DESCRIPTION
 OQ1011
 OQ1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1011'7.2 KM (4.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1011'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 0.3 KM (0.2 MI) NORTHEAST
 OQ1011'OF MILEPOST 2, 57.4 M (188.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 OQ1011'SOUTHBOUND LANES OF THE HIGHWAY, 27.1 M (88.9 FT) NORTH OF THE CENTER
 OQ1011'OF AN OFF RAMP (EXIT 2), 20.7 M (67.9 FT) WEST OF A T-FENCE CORNER,
 OQ1011'0.9 M (3.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 OQ1011'BELOW THE LEVEL OF THE RAMP.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1011'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1011'SPECIFICATIONS FOR A CLASS A MONUMENT.  THE ROD WAS DRIVEN TO REFUSAL
 OQ1011'AND ANCHORED.
 OQ1011
 OQ1011                          STATION RECOVERY (2011)
 OQ1011
 OQ1011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0075 ***********************************************************************
 PS0075  DESIGNATION -  A 45
 PS0075  PID         -  PS0075
 PS0075  STATE/COUNTY-  SD/BEADLE
 PS0075  COUNTRY     -  US
 PS0075  USGS QUAD   -  WOONSOCKET NW (2017)
 PS0075
 PS0075                         *CURRENT SURVEY CONTROL
 PS0075  ______________________________________________________________________
 PS0075* NAD 83(1986) POSITION- 44 12 39.     (N) 098 23 06.     (W)   SCALED
 PS0075* NAVD 88 ORTHO HEIGHT -   405.999 (meters)     1332.02  (feet) ADJUSTED
 PS0075  ______________________________________________________________________
 PS0075  GEOID HEIGHT    -        -25.214 (meters)                     GEOID18
 PS0075  DYNAMIC HEIGHT  -        405.922 (meters)     1331.76  (feet) COMP
 PS0075  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 PS0075
 PS0075  VERT ORDER      -  FIRST     CLASS II
 PS0075
 PS0075.The horizontal coordinates were scaled from a map and have
 PS0075.an estimated accuracy of +/- 6 seconds.
 PS0075
 PS0075.The orthometric height was determined by differential leveling and
 PS0075.adjusted by the NATIONAL GEODETIC SURVEY
 PS0075.in June 1991.
 PS0075
 PS0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0075.GEOID18 height accuracy estimate available here.
 PS0075
 PS0075.Click photographs - Photos may exist for this station.
 PS0075
 PS0075.The dynamic height is computed by dividing the NAVD 88
 PS0075.geopotential number by the normal gravity value computed on the
 PS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0075.degrees latitude (g = 980.6199 gals.).
 PS0075
 PS0075.The modeled gravity was interpolated from observed gravity values.
 PS0075
 PS0075;                    North         East    Units  Estimated Accuracy
 PS0075;SPC SD N     -    43,240.      729,070.      MT  (+/- 180 meters Scaled)
 PS0075
 PS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP491954(NAD 83)
 PS0075
 PS0075                          SUPERSEDED SURVEY CONTROL
 PS0075
 PS0075  NGVD 29 (??/??/92)  405.701  (m)         1331.04   (f) ADJ UNCH    1 2
 PS0075
 PS0075.Superseded values are not recommended for survey control.
 PS0075
 PS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0075.See file dsdata.pdf to determine how the superseded data were derived.
 PS0075
 PS0075_MARKER: DB = BENCH MARK DISK
 PS0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0075_STAMPING: A 45 1934
 PS0075_MARK LOGO: CGS
 PS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0075+STABILITY: SURFACE MOTION
 PS0075
 PS0075  HISTORY     - Date     Condition        Report By
 PS0075  HISTORY     - 1934     MONUMENTED       CGS
 PS0075
 PS0075                          STATION DESCRIPTION
 PS0075
 PS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0075'2 MI NW FROM ALPENA.
 PS0075'IN BEADLE COUNTY, ABOUT 2 MILES NORTHWEST ALONG THE CHICAGO,
 PS0075'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION
 PS0075'AT ALPENA, JERAULD COUNTY, ABOUT 7 POLES NORTHWEST OF MILEPOST
 PS0075'40, AT A ROAD CROSSING, 90 FEET SOUTHEAST OF THE CENTER LINE
 PS0075'OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 PS0075'AND 2 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 PS0075'A 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1938 ***********************************************************************
 NM1938  DESIGNATION -  A 450
 NM1938  PID         -  NM1938
 NM1938  STATE/COUNTY-  SD/UNION
 NM1938  COUNTRY     -  US
 NM1938  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1938
 NM1938                         *CURRENT SURVEY CONTROL
 NM1938  ______________________________________________________________________
 NM1938* NAD 83(1986) POSITION- 42 29 54.     (N) 096 29 05.     (W)   SCALED
 NM1938* NAVD 88 ORTHO HEIGHT -   333.367 (meters)     1093.72  (feet) ADJUSTED
 NM1938  ______________________________________________________________________
 NM1938  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 NM1938  DYNAMIC HEIGHT  -        333.261 (meters)     1093.37  (feet) COMP
 NM1938  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 NM1938
 NM1938  VERT ORDER      -  FIRST     CLASS II
 NM1938
 NM1938.The horizontal coordinates were scaled from a map and have
 NM1938.an estimated accuracy of +/- 6 seconds.
 NM1938
 NM1938.The orthometric height was determined by differential leveling and
 NM1938.adjusted by the NATIONAL GEODETIC SURVEY
 NM1938.in June 1991.
 NM1938
 NM1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1938.GEOID18 height accuracy estimate available here.
 NM1938
 NM1938.Click photographs - Photos may exist for this station.
 NM1938
 NM1938.The dynamic height is computed by dividing the NAVD 88
 NM1938.geopotential number by the normal gravity value computed on the
 NM1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1938.degrees latitude (g = 980.6199 gals.).
 NM1938
 NM1938.The modeled gravity was interpolated from observed gravity values.
 NM1938
 NM1938;                    North         East    Units  Estimated Accuracy
 NM1938;SPC SD S     -    25,660.      916,280.      MT  (+/- 180 meters Scaled)
 NM1938
 NM1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN066081(NAD 83)
 NM1938
 NM1938                          SUPERSEDED SURVEY CONTROL
 NM1938
 NM1938.No superseded survey control is available for this station.
 NM1938
 NM1938_MARKER: I = METAL ROD
 NM1938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1938_STAMPING: A 450 1990
 NM1938_MARK LOGO: NGS
 NM1938_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1938_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1938+STABILITY: POSITION/ELEVATION WELL
 NM1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1938+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 NM1938_ROD/PIPE-DEPTH: 36.6 meters
 NM1938_SLEEVE-DEPTH  : 12.2 meters
 NM1938
 NM1938  HISTORY     - Date     Condition        Report By
 NM1938  HISTORY     - 1990     MONUMENTED       NGS
 NM1938  HISTORY     - 20120327 GOOD             INDIV
 NM1938
 NM1938                          STATION DESCRIPTION
 NM1938
 NM1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1938'3.2 KM (2.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1938'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 0.8 KM (0.5 MI) NORTH
 NM1938'OF MILEPOST 0, 32.5 M (106.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM1938'NORTHBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 NM1938'THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND
 NM1938'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1938
 NM1938                          STATION RECOVERY (2012)
 NM1938
 NM1938'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0991 ***********************************************************************
 OQ0991  DESIGNATION -  A 451
 OQ0991  PID         -  OQ0991
 OQ0991  STATE/COUNTY-  SD/MINNEHAHA
 OQ0991  COUNTRY     -  US
 OQ0991  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0991
 OQ0991                         *CURRENT SURVEY CONTROL
 OQ0991  ______________________________________________________________________
 OQ0991* NAD 83(1986) POSITION- 43 32 39.     (N) 096 46 53.     (W)   SCALED
 OQ0991* NAVD 88 ORTHO HEIGHT -   436.565 (meters)     1432.30  (feet) ADJUSTED
 OQ0991  ______________________________________________________________________
 OQ0991  GEOID HEIGHT    -        -26.334 (meters)                     GEOID18
 OQ0991  DYNAMIC HEIGHT  -        436.448 (meters)     1431.91  (feet) COMP
 OQ0991  MODELED GRAVITY -    980,339.6   (mgal)                       NAVD 88
 OQ0991
 OQ0991  VERT ORDER      -  FIRST     CLASS II
 OQ0991
 OQ0991.The horizontal coordinates were scaled from a map and have
 OQ0991.an estimated accuracy of +/- 6 seconds.
 OQ0991
 OQ0991.The orthometric height was determined by differential leveling and
 OQ0991.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0991.in June 1991.
 OQ0991
 OQ0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0991.GEOID18 height accuracy estimate available here.
 OQ0991
 OQ0991.Click photographs - Photos may exist for this station.
 OQ0991
 OQ0991.The dynamic height is computed by dividing the NAVD 88
 OQ0991.geopotential number by the normal gravity value computed on the
 OQ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0991.degrees latitude (g = 980.6199 gals.).
 OQ0991
 OQ0991.The modeled gravity was interpolated from observed gravity values.
 OQ0991
 OQ0991;                    North         East    Units  Estimated Accuracy
 OQ0991;SPC SD S     -   140,650.      886,950.      MT  (+/- 180 meters Scaled)
 OQ0991
 OQ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP792236(NAD 83)
 OQ0991
 OQ0991                          SUPERSEDED SURVEY CONTROL
 OQ0991
 OQ0991.No superseded survey control is available for this station.
 OQ0991
 OQ0991_MARKER: I = METAL ROD
 OQ0991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0991_STAMPING: A 451 1990
 OQ0991_MARK LOGO: NGS
 OQ0991_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0991_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0991+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2011
 OQ0991_ROD/PIPE-DEPTH: 14.3 meters
 OQ0991_SLEEVE-DEPTH  : 0.9 meters
 OQ0991
 OQ0991  HISTORY     - Date     Condition        Report By
 OQ0991  HISTORY     - 1990     MONUMENTED       NGS
 OQ0991  HISTORY     - 20110331 GOOD             INDIV
 OQ0991
 OQ0991                          STATION DESCRIPTION
 OQ0991
 OQ0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0991'IN SIOUX FALLS, AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND 12TH
 OQ0991'STREET (EXIT 79), 0.5 KM (0.3 MI) NORTH OF MILEPOST 79, 79.0 M (259.2
 OQ0991'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 OQ0991'30.9 M (101.4 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ0991'WESTBOUND LANES OF THE STREET, 28.5 M (93.5 FT) WEST OF THE CENTER OF
 OQ0991'THE EXIT 79 OFF RAMP, 7.8 M (25.6 FT) SOUTH-SOUTHEAST OF THE
 OQ0991'SOUTHEAST CORNER OF A HOUSE, 0.8 M (2.6 FT) EAST OF A FENCE, 0.7 M
 OQ0991'(2.3 FT) SOUTH OF STATE HIGHWAY DEPARTMENT SURVEY MONUMENT I 29 79.3,
 OQ0991'AND 0.7 M (2.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS
 OQ0991'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 OQ0991'DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0991
 OQ0991                          STATION RECOVERY (2011)
 OQ0991
 OQ0991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1056 ***********************************************************************
 OQ1056  DESIGNATION -  A 452
 OQ1056  PID         -  OQ1056
 OQ1056  STATE/COUNTY-  SD/MOODY
 OQ1056  COUNTRY     -  US
 OQ1056  USGS QUAD   -  TRENT (2017)
 OQ1056
 OQ1056                         *CURRENT SURVEY CONTROL
 OQ1056  ______________________________________________________________________
 OQ1056* NAD 83(1986) POSITION- 43 59 23.     (N) 096 40 03.     (W)   SCALED
 OQ1056* NAVD 88 ORTHO HEIGHT -   462.931 (meters)     1518.80  (feet) ADJUSTED
 OQ1056  ______________________________________________________________________
 OQ1056  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 OQ1056  DYNAMIC HEIGHT  -        462.824 (meters)     1518.45  (feet) COMP
 OQ1056  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 OQ1056
 OQ1056  VERT ORDER      -  FIRST     CLASS II
 OQ1056
 OQ1056.The horizontal coordinates were scaled from a map and have
 OQ1056.an estimated accuracy of +/- 6 seconds.
 OQ1056
 OQ1056.The orthometric height was determined by differential leveling and
 OQ1056.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1056.in June 1991.
 OQ1056
 OQ1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1056.GEOID18 height accuracy estimate available here.
 OQ1056
 OQ1056.Click photographs - Photos may exist for this station.
 OQ1056
 OQ1056.The dynamic height is computed by dividing the NAVD 88
 OQ1056.geopotential number by the normal gravity value computed on the
 OQ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1056.degrees latitude (g = 980.6199 gals.).
 OQ1056
 OQ1056.The modeled gravity was interpolated from observed gravity values.
 OQ1056
 OQ1056;                    North         East    Units  Estimated Accuracy
 OQ1056;SPC SD S     -   190,500.      893,960.      MT  (+/- 180 meters Scaled)
 OQ1056
 OQ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP870733(NAD 83)
 OQ1056
 OQ1056                          SUPERSEDED SURVEY CONTROL
 OQ1056
 OQ1056.No superseded survey control is available for this station.
 OQ1056
 OQ1056_MARKER: I = METAL ROD
 OQ1056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1056_STAMPING: A 452 1990
 OQ1056_MARK LOGO: NGS
 OQ1056_PROJECTION: FLUSH
 OQ1056_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1056+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1056_ROD/PIPE-DEPTH: 7.2 meters
 OQ1056_SLEEVE-DEPTH  : 2.0 meters
 OQ1056
 OQ1056  HISTORY     - Date     Condition        Report By
 OQ1056  HISTORY     - 1990     MONUMENTED       NGS
 OQ1056  HISTORY     - 20110330 MARK NOT FOUND   INDIV
 OQ1056
 OQ1056                          STATION DESCRIPTION
 OQ1056
 OQ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1056'1.7 KM (1.1 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 OQ1056'3RD STREET IN EGAN, 19.0 M (62.3 FT) NORTHWEST OF THE HIGHWAY
 OQ1056'CENTERLINE, 13.4 M (44.0 FT) SOUTHWEST OF THE CENTER OF A FIELD
 OQ1056'ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 OQ1056'(1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OQ1056'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1056'SPECIFICATIONS FOR A CLASS A MARK.
 OQ1056
 OQ1056                          STATION RECOVERY (2011)
 OQ1056
 OQ1056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1152 ***********************************************************************
 OQ1152  DESIGNATION -  A 453
 OQ1152  PID         -  OQ1152
 OQ1152  STATE/COUNTY-  SD/MCCOOK
 OQ1152  COUNTRY     -  US
 OQ1152  USGS QUAD   -  SPENCER (2017)
 OQ1152
 OQ1152                         *CURRENT SURVEY CONTROL
 OQ1152  ______________________________________________________________________
 OQ1152* NAD 83(1986) POSITION- 43 39 51.     (N) 097 32 18.     (W)   SCALED
 OQ1152* NAVD 88 ORTHO HEIGHT -   439.251 (meters)     1441.11  (feet) ADJUSTED
 OQ1152  ______________________________________________________________________
 OQ1152  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 OQ1152  DYNAMIC HEIGHT  -        439.145 (meters)     1440.76  (feet) COMP
 OQ1152  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 OQ1152
 OQ1152  VERT ORDER      -  FIRST     CLASS II
 OQ1152
 OQ1152.The horizontal coordinates were scaled from a map and have
 OQ1152.an estimated accuracy of +/- 6 seconds.
 OQ1152
 OQ1152.The orthometric height was determined by differential leveling and
 OQ1152.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1152.in September 1993.
 OQ1152
 OQ1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1152.GEOID18 height accuracy estimate available here.
 OQ1152
 OQ1152.Click photographs - Photos may exist for this station.
 OQ1152
 OQ1152.The dynamic height is computed by dividing the NAVD 88
 OQ1152.geopotential number by the normal gravity value computed on the
 OQ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1152.degrees latitude (g = 980.6199 gals.).
 OQ1152
 OQ1152.The modeled gravity was interpolated from observed gravity values.
 OQ1152
 OQ1152;                    North         East    Units  Estimated Accuracy
 OQ1152;SPC SD S     -   151,640.      825,370.      MT  (+/- 180 meters Scaled)
 OQ1152
 OQ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP178356(NAD 83)
 OQ1152
 OQ1152                          SUPERSEDED SURVEY CONTROL
 OQ1152
 OQ1152.No superseded survey control is available for this station.
 OQ1152
 OQ1152_MARKER: I = METAL ROD
 OQ1152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1152_STAMPING: A 453 1991
 OQ1152_MARK LOGO: NGS
 OQ1152_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1152_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1152+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1152_ROD/PIPE-DEPTH: 6.2 meters
 OQ1152_SLEEVE-DEPTH  : 0.9 meters
 OQ1152
 OQ1152  HISTORY     - Date     Condition        Report By
 OQ1152  HISTORY     - 1991     MONUMENTED       NGS
 OQ1152  HISTORY     - 20120209 GOOD             INDIV
 OQ1152
 OQ1152                          STATION DESCRIPTION
 OQ1152
 OQ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1152'20.0 KM (12.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1152'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.8 KM (0.5
 OQ1152'MI) EAST OF MILEPOST 356, 0.1 KM (0.1 MI) WEST OF A HIGHWAY
 OQ1152'INFORMATION SIGN (EXIT 357 BRIDGEWATER CANOVA 1 MILE), 43.5 M (142.7
 OQ1152'FT) EAST OF A T-FENCE CORNER, 30.9 M (101.4 FT) SOUTH OF THE
 OQ1152'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 OQ1152'BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS
 OQ1152'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1152'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OQ1152'CLASS A MARK.
 OQ1152
 OQ1152                          STATION RECOVERY (2012)
 OQ1152
 OQ1152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0985 ***********************************************************************
 OR0985  DESIGNATION -  A 454
 OR0985  PID         -  OR0985
 OR0985  STATE/COUNTY-  SD/DAVISON
 OR0985  COUNTRY     -  US
 OR0985  USGS QUAD   -  MOUNT VERNON (2017)
 OR0985
 OR0985                         *CURRENT SURVEY CONTROL
 OR0985  ______________________________________________________________________
 OR0985* NAD 83(1986) POSITION- 43 41 44.     (N) 098 19 32.     (W)   SCALED
 OR0985* NAVD 88 ORTHO HEIGHT -   433.276 (meters)     1421.51  (feet) ADJUSTED
 OR0985  ______________________________________________________________________
 OR0985  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 OR0985  DYNAMIC HEIGHT  -        433.166 (meters)     1421.15  (feet) COMP
 OR0985  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 OR0985
 OR0985  VERT ORDER      -  FIRST     CLASS II
 OR0985
 OR0985.The horizontal coordinates were scaled from a map and have
 OR0985.an estimated accuracy of +/- 6 seconds.
 OR0985
 OR0985.The orthometric height was determined by differential leveling and
 OR0985.adjusted by the NATIONAL GEODETIC SURVEY
 OR0985.in September 1993.
 OR0985
 OR0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0985.GEOID18 height accuracy estimate available here.
 OR0985
 OR0985.Click photographs - Photos may exist for this station.
 OR0985
 OR0985.The dynamic height is computed by dividing the NAVD 88
 OR0985.geopotential number by the normal gravity value computed on the
 OR0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0985.degrees latitude (g = 980.6199 gals.).
 OR0985
 OR0985.The modeled gravity was interpolated from observed gravity values.
 OR0985
 OR0985;                    North         East    Units  Estimated Accuracy
 OR0985;SPC SD S     -   153,290.      761,830.      MT  (+/- 180 meters Scaled)
 OR0985
 OR0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP543382(NAD 83)
 OR0985
 OR0985                          SUPERSEDED SURVEY CONTROL
 OR0985
 OR0985.No superseded survey control is available for this station.
 OR0985
 OR0985_MARKER: I = METAL ROD
 OR0985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0985_STAMPING: A 454 1991
 OR0985_MARK LOGO: NGS
 OR0985_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0985_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0985+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OR0985_ROD/PIPE-DEPTH: 8.3 meters
 OR0985_SLEEVE-DEPTH  : 0.8 meters
 OR0985
 OR0985  HISTORY     - Date     Condition        Report By
 OR0985  HISTORY     - 1991     MONUMENTED       NGS
 OR0985  HISTORY     - 20120201 GOOD             INDIV
 OR0985
 OR0985                          STATION DESCRIPTION
 OR0985
 OR0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0985'13.1 KM (8.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0985'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0985'0.7 KM (0.4 MI) EAST OF MILEPOST 316, 47.7 M (156.5 FT) WEST OF A
 OR0985'UTILITY LINE CROSSING THE HIGHWAY, 30.2 M (99.1 FT) SOUTH OF THE
 OR0985'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 8.5 M (27.9 FT)
 OR0985'EAST OF A BRACED T-FENCE CORNER, 1.6 M (5.2 FT) NORTH OF A WITNESS
 OR0985'POST AND FENCE, AND 1.1 BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS
 OR0985'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 OR0985'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0985
 OR0985                          STATION RECOVERY (2012)
 OR0985
 OR0985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1135 ***********************************************************************
 OQ1135  DESIGNATION -  A 455
 OQ1135  PID         -  OQ1135
 OQ1135  STATE/COUNTY-  SD/MCCOOK
 OQ1135  COUNTRY     -  US
 OQ1135  USGS QUAD   -  MONTROSE (2017)
 OQ1135
 OQ1135                         *CURRENT SURVEY CONTROL
 OQ1135  ______________________________________________________________________
 OQ1135* NAD 83(1986) POSITION- 43 39 57.     (N) 097 12 36.     (W)   SCALED
 OQ1135* NAVD 88 ORTHO HEIGHT -   469.810 (meters)     1541.37  (feet) ADJUSTED
 OQ1135  ______________________________________________________________________
 OQ1135  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 OQ1135  DYNAMIC HEIGHT  -        469.688 (meters)     1540.97  (feet) COMP
 OQ1135  MODELED GRAVITY -    980,345.8   (mgal)                       NAVD 88
 OQ1135
 OQ1135  VERT ORDER      -  FIRST     CLASS II
 OQ1135
 OQ1135.The horizontal coordinates were scaled from a map and have
 OQ1135.an estimated accuracy of +/- 6 seconds.
 OQ1135
 OQ1135.The orthometric height was determined by differential leveling and
 OQ1135.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1135.in September 1993.
 OQ1135
 OQ1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1135.GEOID18 height accuracy estimate available here.
 OQ1135
 OQ1135.Click photographs - Photos may exist for this station.
 OQ1135
 OQ1135.The dynamic height is computed by dividing the NAVD 88
 OQ1135.geopotential number by the normal gravity value computed on the
 OQ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1135.degrees latitude (g = 980.6199 gals.).
 OQ1135
 OQ1135.The modeled gravity was interpolated from observed gravity values.
 OQ1135
 OQ1135;                    North         East    Units  Estimated Accuracy
 OQ1135;SPC SD S     -   152,770.      851,830.      MT  (+/- 180 meters Scaled)
 OQ1135
 OQ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP443363(NAD 83)
 OQ1135
 OQ1135                          SUPERSEDED SURVEY CONTROL
 OQ1135
 OQ1135.No superseded survey control is available for this station.
 OQ1135
 OQ1135_MARKER: I = METAL ROD
 OQ1135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1135_STAMPING: A 455 1991
 OQ1135_MARK LOGO: NGS
 OQ1135_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1135_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1135+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 OQ1135_ROD/PIPE-DEPTH: 8.4 meters
 OQ1135_SLEEVE-DEPTH  : 0.9 meters
 OQ1135
 OQ1135  HISTORY     - Date     Condition        Report By
 OQ1135  HISTORY     - 1991     MONUMENTED       NGS
 OQ1135  HISTORY     - 20120214 GOOD             INDIV
 OQ1135
 OQ1135                          STATION DESCRIPTION
 OQ1135
 OQ1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1135'10.7 KM (6.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1135'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1135'31.3 M (102.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OQ1135'THE HIGHWAY, 29.6 M (97.1 FT) SOUTHEAST OF MILEPOST 373, 4.7 M (15.4
 OQ1135'FT) WEST OF A BRACED T-FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL
 OQ1135'OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1135'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1135'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1135
 OQ1135                          STATION RECOVERY (2012)
 OQ1135
 OQ1135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0831 ***********************************************************************
 OS0831  DESIGNATION -  A 456
 OS0831  PID         -  OS0831
 OS0831  STATE/COUNTY-  SD/LYMAN
 OS0831  COUNTRY     -  US
 OS0831  USGS QUAD   -  VIVIAN (2017)
 OS0831
 OS0831                         *CURRENT SURVEY CONTROL
 OS0831  ______________________________________________________________________
 OS0831* NAD 83(1986) POSITION- 43 54 38.     (N) 100 22 05.     (W)   SCALED
 OS0831* NAVD 88 ORTHO HEIGHT -   602.922 (meters)     1978.09  (feet) ADJUSTED
 OS0831  ______________________________________________________________________
 OS0831  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 OS0831  DYNAMIC HEIGHT  -        602.738 (meters)     1977.48  (feet) COMP
 OS0831  MODELED GRAVITY -    980,294.9   (mgal)                       NAVD 88
 OS0831
 OS0831  VERT ORDER      -  FIRST     CLASS II
 OS0831
 OS0831.The horizontal coordinates were scaled from a map and have
 OS0831.an estimated accuracy of +/- 6 seconds.
 OS0831
 OS0831.The orthometric height was determined by differential leveling and
 OS0831.adjusted by the NATIONAL GEODETIC SURVEY
 OS0831.in September 1993.
 OS0831
 OS0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0831.GEOID18 height accuracy estimate available here.
 OS0831
 OS0831.Click photographs - Photos may exist for this station.
 OS0831
 OS0831.The dynamic height is computed by dividing the NAVD 88
 OS0831.geopotential number by the normal gravity value computed on the
 OS0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0831.degrees latitude (g = 980.6199 gals.).
 OS0831
 OS0831.The modeled gravity was interpolated from observed gravity values.
 OS0831
 OS0831;                    North         East    Units  Estimated Accuracy
 OS0831;SPC SD S     -   175,220.      597,210.      MT  (+/- 180 meters Scaled)
 OS0831
 OS0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP901628(NAD 83)
 OS0831
 OS0831                          SUPERSEDED SURVEY CONTROL
 OS0831
 OS0831.No superseded survey control is available for this station.
 OS0831
 OS0831_MARKER: I = METAL ROD
 OS0831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0831_STAMPING: A 456 1991
 OS0831_MARK LOGO: NGS
 OS0831_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0831_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0831+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 OS0831_ROD/PIPE-DEPTH: 4.8 meters
 OS0831_SLEEVE-DEPTH  : 0.9 meters
 OS0831
 OS0831  HISTORY     - Date     Condition        Report By
 OS0831  HISTORY     - 1991     MONUMENTED       NGS
 OS0831  HISTORY     - 20120621 GOOD             INDIV
 OS0831
 OS0831                          STATION DESCRIPTION
 OS0831
 OS0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0831'28.1 KM (17.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0831'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 131.0 M (429.8 FT)
 OS0831'WEST-SOUTHWEST OF THE LYMAN COUNTY LINE, 106.1 M (348.1 FT)
 OS0831'EAST-SOUTHEAST OF MILEPOST 210, 29.3 M (96.1 FT) SOUTH OF THE
 OS0831'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 18.6 M (61.0 FT)
 OS0831'WEST OF A BRACED FENCE POST, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 OS0831'HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OS0831'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0831'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0831
 OS0831                          STATION RECOVERY (2012)
 OS0831
 OS0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0844 ***********************************************************************
 OS0844  DESIGNATION -  A 457
 OS0844  PID         -  OS0844
 OS0844  STATE/COUNTY-  SD/JONES
 OS0844  COUNTRY     -  US
 OS0844  USGS QUAD   -  MURDO (2017)
 OS0844
 OS0844                         *CURRENT SURVEY CONTROL
 OS0844  ______________________________________________________________________
 OS0844* NAD 83(1986) POSITION- 43 54 33.     (N) 100 37 35.     (W)   SCALED
 OS0844* NAVD 88 ORTHO HEIGHT -   708.543 (meters)     2324.61  (feet) ADJUSTED
 OS0844  ______________________________________________________________________
 OS0844  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 OS0844  DYNAMIC HEIGHT  -        708.316 (meters)     2323.87  (feet) COMP
 OS0844  MODELED GRAVITY -    980,276.2   (mgal)                       NAVD 88
 OS0844
 OS0844  VERT ORDER      -  FIRST     CLASS II
 OS0844
 OS0844.The horizontal coordinates were scaled from a map and have
 OS0844.an estimated accuracy of +/- 6 seconds.
 OS0844
 OS0844.The orthometric height was determined by differential leveling and
 OS0844.adjusted by the NATIONAL GEODETIC SURVEY
 OS0844.in September 1993.
 OS0844
 OS0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0844.GEOID18 height accuracy estimate available here.
 OS0844
 OS0844.Click photographs - Photos may exist for this station.
 OS0844
 OS0844.The dynamic height is computed by dividing the NAVD 88
 OS0844.geopotential number by the normal gravity value computed on the
 OS0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0844.degrees latitude (g = 980.6199 gals.).
 OS0844
 OS0844.The modeled gravity was interpolated from observed gravity values.
 OS0844
 OS0844;                    North         East    Units  Estimated Accuracy
 OS0844;SPC SD S     -   175,110.      576,460.      MT  (+/- 180 meters Scaled)
 OS0844
 OS0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP694630(NAD 83)
 OS0844
 OS0844                          SUPERSEDED SURVEY CONTROL
 OS0844
 OS0844.No superseded survey control is available for this station.
 OS0844
 OS0844_MARKER: I = METAL ROD
 OS0844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0844_STAMPING: A 457 1991
 OS0844_MARK LOGO: NGS
 OS0844_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0844_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0844+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 OS0844_ROD/PIPE-DEPTH: 5.4 meters
 OS0844_SLEEVE-DEPTH  : 0.9 meters
 OS0844
 OS0844  HISTORY     - Date     Condition        Report By
 OS0844  HISTORY     - 1991     MONUMENTED       NGS
 OS0844  HISTORY     - 20130113 GOOD             INDIV
 OS0844
 OS0844                          STATION DESCRIPTION
 OS0844
 OS0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0844'7.2 KM (4.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0844'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 0.2 KM (0.1
 OS0844'MI) EAST OF MILEPOST 197, 33.7 M (110.6 FT) SOUTHWEST OF A CULVERT,
 OS0844'28.7 M (94.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OS0844'THE HIGHWAY, 7.1 M (23.3 FT) WEST OF THE CENTER OF A GATE, 1.2 M (3.9
 OS0844'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A
 OS0844'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0844'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OS0844'FOR A CLASS A MARK.
 OS0844
 OS0844                          STATION RECOVERY (2013)
 OS0844
 OS0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2545 ***********************************************************************
 PU2545  DESIGNATION -  A 458
 PU2545  PID         -  PU2545
 PU2545  STATE/COUNTY-  SD/PENNINGTON
 PU2545  COUNTRY     -  US
 PU2545  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2545
 PU2545                         *CURRENT SURVEY CONTROL
 PU2545  ______________________________________________________________________
 PU2545* NAD 83(1986) POSITION- 44 05 48.     (N) 103 13 57.     (W)   SCALED
 PU2545* NAVD 88 ORTHO HEIGHT -  1009.074 (meters)     3310.60  (feet) ADJUSTED
 PU2545  ______________________________________________________________________
 PU2545  GEOID HEIGHT    -        -15.806 (meters)                     GEOID18
 PU2545  DYNAMIC HEIGHT  -       1008.744 (meters)     3309.52  (feet) COMP
 PU2545  MODELED GRAVITY -    980,256.0   (mgal)                       NAVD 88
 PU2545
 PU2545  VERT ORDER      -  FIRST     CLASS II
 PU2545
 PU2545.The horizontal coordinates were scaled from a map and have
 PU2545.an estimated accuracy of +/- 6 seconds.
 PU2545
 PU2545.The orthometric height was determined by differential leveling and
 PU2545.adjusted by the NATIONAL GEODETIC SURVEY
 PU2545.in September 1993.
 PU2545
 PU2545.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2545.GEOID18 height accuracy estimate available here.
 PU2545
 PU2545.Click photographs - Photos may exist for this station.
 PU2545
 PU2545.The dynamic height is computed by dividing the NAVD 88
 PU2545.geopotential number by the normal gravity value computed on the
 PU2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2545.degrees latitude (g = 980.6199 gals.).
 PU2545
 PU2545.The modeled gravity was interpolated from observed gravity values.
 PU2545
 PU2545;                    North         East    Units  Estimated Accuracy
 PU2545;SPC SD S     -   199,950.      367,910.      MT  (+/- 180 meters Scaled)
 PU2545
 PU2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ414841(NAD 83)
 PU2545
 PU2545                          SUPERSEDED SURVEY CONTROL
 PU2545
 PU2545.No superseded survey control is available for this station.
 PU2545
 PU2545_MARKER: DV = VERTICAL CONTROL DISK
 PU2545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU2545_SP_SET: ABUTMENT
 PU2545_STAMPING: A 458 1991
 PU2545_MARK LOGO: NGS
 PU2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2545+STABILITY: POSITION/ELEVATION WELL
 PU2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2545+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2010
 PU2545
 PU2545  HISTORY     - Date     Condition        Report By
 PU2545  HISTORY     - 1991     MONUMENTED       NGS
 PU2545  HISTORY     - 19971227 GOOD             USPSQD
 PU2545  HISTORY     - 20101222 GOOD             INDIV
 PU2545
 PU2545                          STATION DESCRIPTION
 PU2545
 PU2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2545'3.2 KM (2.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2545'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, THENCE 1.0 KM
 PU2545'(0.60 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 190 (EXIT 157), SET
 PU2545'VERTICALLY IN THE EAST FACE OF THE WEST CONCRETE ABUTMENT OF THE
 PU2545'ANAMOSA STREET OVERPASS OF THE HIGHWAY, 18.8 M (61.7 FT) WEST OF THE
 PU2545'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 7.6 M (24.9 FT)
 PU2545'SOUTH OF THE CENTERLINE OF THE STREET, 5.0 M (16.4 FT) ABOVE THE
 PU2545'LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE STREET,
 PU2545'AND 0.4 M (1.3 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 PU2545
 PU2545                          STATION RECOVERY (1997)
 PU2545
 PU2545'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU2545'RECOVERED IN GOOD CONDITION.
 PU2545
 PU2545                          STATION RECOVERY (2010)
 PU2545
 PU2545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 PU2545'SHOULD READ 3' BELOW LEVEL OF STREET NOT ABOVE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0903 ***********************************************************************
 OS0903  DESIGNATION -  A 459
 OS0903  PID         -  OS0903
 OS0903  STATE/COUNTY-  SD/MELLETTE
 OS0903  COUNTRY     -  US
 OS0903  USGS QUAD   -  MISSION NW (2017)
 OS0903
 OS0903                         *CURRENT SURVEY CONTROL
 OS0903  ______________________________________________________________________
 OS0903* NAD 83(1986) POSITION- 43 26 24.     (N) 100 44 26.     (W)   SCALED
 OS0903* NAVD 88 ORTHO HEIGHT -   732.125 (meters)     2401.98  (feet) ADJUSTED
 OS0903  ______________________________________________________________________
 OS0903  GEOID HEIGHT    -        -23.564 (meters)                     GEOID18
 OS0903  DYNAMIC HEIGHT  -        731.850 (meters)     2401.08  (feet) COMP
 OS0903  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 OS0903
 OS0903  VERT ORDER      -  FIRST     CLASS II
 OS0903
 OS0903.The horizontal coordinates were scaled from a map and have
 OS0903.an estimated accuracy of +/- 6 seconds.
 OS0903
 OS0903.The orthometric height was determined by differential leveling and
 OS0903.adjusted by the NATIONAL GEODETIC SURVEY
 OS0903.in June 1994.
 OS0903
 OS0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0903.GEOID18 height accuracy estimate available here.
 OS0903
 OS0903.Click photographs - Photos may exist for this station.
 OS0903
 OS0903.The dynamic height is computed by dividing the NAVD 88
 OS0903.geopotential number by the normal gravity value computed on the
 OS0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0903.degrees latitude (g = 980.6199 gals.).
 OS0903
 OS0903.The modeled gravity was interpolated from observed gravity values.
 OS0903
 OS0903;                    North         East    Units  Estimated Accuracy
 OS0903;SPC SD S     -   123,020.      567,040.      MT  (+/- 180 meters Scaled)
 OS0903
 OS0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP591111(NAD 83)
 OS0903
 OS0903                          SUPERSEDED SURVEY CONTROL
 OS0903
 OS0903.No superseded survey control is available for this station.
 OS0903
 OS0903_MARKER: I = METAL ROD
 OS0903_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0903+WITH SETTING: INFORMATION.
 OS0903_STAMPING: A 459 1992
 OS0903_MARK LOGO: NGS
 OS0903_PROJECTION: FLUSH
 OS0903_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0903+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OS0903_ROD/PIPE-DEPTH: 1.2 meters
 OS0903
 OS0903  HISTORY     - Date     Condition        Report By
 OS0903  HISTORY     - 1992     MONUMENTED       NGS
 OS0903  HISTORY     - 20110317 GOOD             INDIV
 OS0903
 OS0903                          STATION DESCRIPTION
 OS0903
 OS0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0903'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0903'IN WHITE RIVER, THENCE 14.8 KM (9.20 MI) SOUTHERLY ALONG U.S.
 OS0903'HIGHWAY 83, 29.7 M (97.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 OS0903'4.9 M (16.1 FT) NORTH OF THE CENTER OF A GATE, 1.1 M (3.6 FT) SOUTH
 OS0903'OF A T-FENCE CORNER, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OS0903'AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0903'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0903'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN
 OS0903'TO REFUSAL AND ANCHORED.
 OS0903
 OS0903                          STATION RECOVERY (2011)
 OS0903
 OS0903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JCC)
 OS0903'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0223 ***********************************************************************
 PS0223  DESIGNATION -  A 46
 PS0223  PID         -  PS0223
 PS0223  STATE/COUNTY-  SD/SPINK
 PS0223  COUNTRY     -  US
 PS0223  USGS QUAD   -  REDFIELD SOUTH (2017)
 PS0223
 PS0223                         *CURRENT SURVEY CONTROL
 PS0223  ______________________________________________________________________
 PS0223* NAD 83(1986) POSITION- 44 46 15.     (N) 098 30 10.     (W)   SCALED
 PS0223* NAVD 88 ORTHO HEIGHT -   395.476 (meters)     1297.49  (feet) ADJUSTED
 PS0223  ______________________________________________________________________
 PS0223  GEOID HEIGHT    -        -24.373 (meters)                     GEOID18
 PS0223  DYNAMIC HEIGHT  -        395.428 (meters)     1297.33  (feet) COMP
 PS0223  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 PS0223
 PS0223  VERT ORDER      -  FIRST     CLASS II
 PS0223
 PS0223.The horizontal coordinates were scaled from a map and have
 PS0223.an estimated accuracy of +/- 6 seconds.
 PS0223
 PS0223.The orthometric height was determined by differential leveling and
 PS0223.adjusted by the NATIONAL GEODETIC SURVEY
 PS0223.in June 1991.
 PS0223
 PS0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0223.GEOID18 height accuracy estimate available here.
 PS0223
 PS0223.Click photographs - Photos may exist for this station.
 PS0223
 PS0223.The dynamic height is computed by dividing the NAVD 88
 PS0223.geopotential number by the normal gravity value computed on the
 PS0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0223.degrees latitude (g = 980.6199 gals.).
 PS0223
 PS0223.The modeled gravity was interpolated from observed gravity values.
 PS0223
 PS0223;                    North         East    Units  Estimated Accuracy
 PS0223;SPC SD N     -   105,270.      718,510.      MT  (+/- 180 meters Scaled)
 PS0223
 PS0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ393576(NAD 83)
 PS0223
 PS0223                          SUPERSEDED SURVEY CONTROL
 PS0223
 PS0223  NGVD 29 (??/??/92)  395.182  (m)         1296.53   (f) ADJ UNCH    1 2
 PS0223
 PS0223.Superseded values are not recommended for survey control.
 PS0223
 PS0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0223.See file dsdata.pdf to determine how the superseded data were derived.
 PS0223
 PS0223_MARKER: DB = BENCH MARK DISK
 PS0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0223_STAMPING: A 46 1934
 PS0223_MARK LOGO: CGS
 PS0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0223+STABILITY: SURFACE MOTION
 PS0223
 PS0223  HISTORY     - Date     Condition        Report By
 PS0223  HISTORY     - 1934     MONUMENTED       CGS
 PS0223
 PS0223                          STATION DESCRIPTION
 PS0223
 PS0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0223'2.5 MI N FROM TULARE.
 PS0223'2-1/2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0223'PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TULARE, SPINK COUNTY,
 PS0223'ABOUT 1 POLE NORTH OF THE OVERPASS OF U.S. HIGHWAY 281, 39 FEET
 PS0223'WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET EAST OF A POLE.
 PS0223'A STANDARD DISK, STAMPED A 46 1934 AND SET IN THE TOP OF A
 PS0223'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8800 ***********************************************************************
 AB8800  DESIGNATION -  A 460
 AB8800  PID         -  AB8800
 AB8800  STATE/COUNTY-  SD/BROOKINGS
 AB8800  COUNTRY     -  US
 AB8800  USGS QUAD   -  WHITE SE (2017)
 AB8800
 AB8800                         *CURRENT SURVEY CONTROL
 AB8800  ______________________________________________________________________
 AB8800* NAD 83(1986) POSITION- 44 18 33.     (N) 096 32 11.     (W)   SCALED
 AB8800* NAVD 88 ORTHO HEIGHT -   534.371 (meters)     1753.18  (feet) ADJUSTED
 AB8800  ______________________________________________________________________
 AB8800  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 AB8800  DYNAMIC HEIGHT  -        534.267 (meters)     1752.84  (feet) COMP
 AB8800  MODELED GRAVITY -    980,405.2   (mgal)                       NAVD 88
 AB8800
 AB8800  VERT ORDER      -  FIRST     CLASS II
 AB8800
 AB8800.The horizontal coordinates were scaled from a map and have
 AB8800.an estimated accuracy of +/- 6 seconds.
 AB8800
 AB8800.The orthometric height was determined by differential leveling and
 AB8800.adjusted by the NATIONAL GEODETIC SURVEY
 AB8800.in October 1997.
 AB8800
 AB8800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8800.GEOID18 height accuracy estimate available here.
 AB8800
 AB8800.Click photographs - Photos may exist for this station.
 AB8800
 AB8800.The dynamic height is computed by dividing the NAVD 88
 AB8800.geopotential number by the normal gravity value computed on the
 AB8800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8800.degrees latitude (g = 980.6199 gals.).
 AB8800
 AB8800.The modeled gravity was interpolated from observed gravity values.
 AB8800
 AB8800;                    North         East    Units  Estimated Accuracy
 AB8800;SPC SD N     -    58,790.      876,280.      MT  (+/- 180 meters Scaled)
 AB8800
 AB8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ964091(NAD 83)
 AB8800
 AB8800                          SUPERSEDED SURVEY CONTROL
 AB8800
 AB8800.No superseded survey control is available for this station.
 AB8800
 AB8800_MARKER: I = METAL ROD
 AB8800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8800_STAMPING: A 460 1994
 AB8800_MARK LOGO: NGS
 AB8800_PROJECTION: FLUSH
 AB8800_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8800+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8800_ROD/PIPE-DEPTH: 5.2 meters
 AB8800_SLEEVE-DEPTH  : 0.9 meters
 AB8800
 AB8800  HISTORY     - Date     Condition        Report By
 AB8800  HISTORY     - 1994     MONUMENTED       NGS
 AB8800
 AB8800                          STATION DESCRIPTION
 AB8800
 AB8800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8800'17.6 KM (10.95 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8800'INTERSTATE HIGHWAY 29 IN BROOKINGS, 28.7 M (94.2 FT) WEST OF THE
 AB8800'CENTER OF A FIELD ENTRANCE AND GATE, 19.0 M (62.3 FT) SOUTH OF THE
 AB8800'HIGHWAY CENTERLINE, 10.9 M (35.8 FT) SOUTHWEST OF MILEPOST 432, 5.3 M
 AB8800'(17.4 FT) WEST OF THE NORTHEAST LEG OF A HIGH LINE TOWER, 4.2 M (13.8
 AB8800'FT) SOUTH OF A FENCE, 4.2 M (13.8 FT) EAST OF THE NORTHWEST LEG OF THE
 AB8800'TOWER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 AB8800'FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8800'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8800'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8881 ***********************************************************************
 AB8881  DESIGNATION -  A 461
 AB8881  PID         -  AB8881
 AB8881  STATE/COUNTY-  SD/KINGSBURY
 AB8881  COUNTRY     -  US
 AB8881  USGS QUAD   -  IROQUOIS (2017)
 AB8881
 AB8881                         *CURRENT SURVEY CONTROL
 AB8881  ______________________________________________________________________
 AB8881* NAD 83(1986) POSITION- 44 22 07.     (N) 097 49 59.     (W)   SCALED
 AB8881* NAVD 88 ORTHO HEIGHT -   433.897 (meters)     1423.54  (feet) ADJUSTED
 AB8881  ______________________________________________________________________
 AB8881  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 AB8881  DYNAMIC HEIGHT  -        433.820 (meters)     1423.29  (feet) COMP
 AB8881  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 AB8881
 AB8881  VERT ORDER      -  FIRST     CLASS II
 AB8881
 AB8881.The horizontal coordinates were scaled from a map and have
 AB8881.an estimated accuracy of +/- 6 seconds.
 AB8881
 AB8881.The orthometric height was determined by differential leveling and
 AB8881.adjusted by the NATIONAL GEODETIC SURVEY
 AB8881.in October 1997.
 AB8881
 AB8881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8881.GEOID18 height accuracy estimate available here.
 AB8881
 AB8881.Click photographs - Photos may exist for this station.
 AB8881
 AB8881.The dynamic height is computed by dividing the NAVD 88
 AB8881.geopotential number by the normal gravity value computed on the
 AB8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8881.degrees latitude (g = 980.6199 gals.).
 AB8881
 AB8881.The modeled gravity was interpolated from observed gravity values.
 AB8881
 AB8881;                    North         East    Units  Estimated Accuracy
 AB8881;SPC SD N     -    61,790.      772,700.      MT  (+/- 180 meters Scaled)
 AB8881
 AB8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ929134(NAD 83)
 AB8881
 AB8881                          SUPERSEDED SURVEY CONTROL
 AB8881
 AB8881.No superseded survey control is available for this station.
 AB8881
 AB8881_MARKER: I = METAL ROD
 AB8881_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8881_STAMPING: A 461 1994
 AB8881_MARK LOGO: NGS
 AB8881_PROJECTION: FLUSH
 AB8881_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8881+STABILITY: POSITION/ELEVATION WELL
 AB8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8881+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8881_ROD/PIPE-DEPTH: 13.8 meters
 AB8881_SLEEVE-DEPTH  : 9.8 meters
 AB8881
 AB8881  HISTORY     - Date     Condition        Report By
 AB8881  HISTORY     - 1994     MONUMENTED       NGS
 AB8881
 AB8881                          STATION DESCRIPTION
 AB8881
 AB8881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8881'22.6 KM (14.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8881'STATE HIGHWAY 25 IN DE SMET, 753.0 M (2470.5 FT) WEST OF MILEPOST 365,
 AB8881'106.0 M (347.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.5 M (93.5 FT)
 AB8881'NORTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD,
 AB8881'15.3 M (50.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 5.0 M (16.4
 AB8881'FT) EAST OF A FENCE CORNER AND A UTILITY POLE WITH TWO GUY CABLES, 1.0
 AB8881'M (3.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AB8881'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8881'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8918 ***********************************************************************
 AB8918  DESIGNATION -  A 462
 AB8918  PID         -  AB8918
 AB8918  STATE/COUNTY-  SD/BEADLE
 AB8918  COUNTRY     -  US
 AB8918  USGS QUAD   -  WOLSEY (2017)
 AB8918
 AB8918                         *CURRENT SURVEY CONTROL
 AB8918  ______________________________________________________________________
 AB8918* NAD 83(1986) POSITION- 44 23 07.     (N) 098 27 59.     (W)   SCALED
 AB8918* NAVD 88 ORTHO HEIGHT -   407.304 (meters)     1336.30  (feet) ADJUSTED
 AB8918  ______________________________________________________________________
 AB8918  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AB8918  DYNAMIC HEIGHT  -        407.232 (meters)     1336.06  (feet) COMP
 AB8918  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 AB8918
 AB8918  VERT ORDER      -  FIRST     CLASS II
 AB8918
 AB8918.The horizontal coordinates were scaled from a map and have
 AB8918.an estimated accuracy of +/- 6 seconds.
 AB8918
 AB8918.The orthometric height was determined by differential leveling and
 AB8918.adjusted by the NATIONAL GEODETIC SURVEY
 AB8918.in October 1997.
 AB8918
 AB8918.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8918.GEOID18 height accuracy estimate available here.
 AB8918
 AB8918.Click photographs - Photos may exist for this station.
 AB8918
 AB8918.The dynamic height is computed by dividing the NAVD 88
 AB8918.geopotential number by the normal gravity value computed on the
 AB8918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8918.degrees latitude (g = 980.6199 gals.).
 AB8918
 AB8918.The modeled gravity was interpolated from observed gravity values.
 AB8918
 AB8918;                    North         East    Units  Estimated Accuracy
 AB8918;SPC SD N     -    62,490.      722,200.      MT  (+/- 180 meters Scaled)
 AB8918
 AB8918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ425148(NAD 83)
 AB8918
 AB8918                          SUPERSEDED SURVEY CONTROL
 AB8918
 AB8918.No superseded survey control is available for this station.
 AB8918
 AB8918_MARKER: I = METAL ROD
 AB8918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8918_STAMPING: A 462 1994
 AB8918_MARK LOGO: NGS
 AB8918_PROJECTION: FLUSH
 AB8918_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8918+STABILITY: POSITION/ELEVATION WELL
 AB8918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8918+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8918_ROD/PIPE-DEPTH: 13.8 meters
 AB8918_SLEEVE-DEPTH  : 9.8 meters
 AB8918
 AB8918  HISTORY     - Date     Condition        Report By
 AB8918  HISTORY     - 1994     MONUMENTED       NGS
 AB8918
 AB8918                          STATION DESCRIPTION
 AB8918
 AB8918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8918'21.3 KM (13.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8918'STATE HIGHWAY 37 IN HURON, 697.0 M (2286.7 FT) EAST OF MILEPOST 332,
 AB8918'19.4 M (63.6 FT) EAST OF THE HIGHWAY CENTERLINE, 16.2 M (53.1 FT)
 AB8918'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.0 M (6.6 FT) NORTHWEST OF A
 AB8918'UTILITY POLE WITH A GUY CABLE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AB8918'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO
 AB8918'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8943 ***********************************************************************
 AB8943  DESIGNATION -  A 463
 AB8943  PID         -  AB8943
 AB8943  STATE/COUNTY-  SD/HAND
 AB8943  COUNTRY     -  US
 AB8943  USGS QUAD   -  VAYLAND (2017)
 AB8943
 AB8943                         *CURRENT SURVEY CONTROL
 AB8943  ______________________________________________________________________
 AB8943* NAD 83(1986) POSITION- 44 29 38.     (N) 098 48 09.     (W)   SCALED
 AB8943* NAVD 88 ORTHO HEIGHT -   454.435 (meters)     1490.93  (feet) ADJUSTED
 AB8943  ______________________________________________________________________
 AB8943  GEOID HEIGHT    -        -24.792 (meters)                     GEOID18
 AB8943  DYNAMIC HEIGHT  -        454.348 (meters)     1490.64  (feet) COMP
 AB8943  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 AB8943
 AB8943  VERT ORDER      -  FIRST     CLASS II
 AB8943
 AB8943.The horizontal coordinates were scaled from a map and have
 AB8943.an estimated accuracy of +/- 6 seconds.
 AB8943
 AB8943.The orthometric height was determined by differential leveling and
 AB8943.adjusted by the NATIONAL GEODETIC SURVEY
 AB8943.in October 1997.
 AB8943
 AB8943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8943.GEOID18 height accuracy estimate available here.
 AB8943
 AB8943.Click photographs - Photos may exist for this station.
 AB8943
 AB8943.The dynamic height is computed by dividing the NAVD 88
 AB8943.geopotential number by the normal gravity value computed on the
 AB8943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8943.degrees latitude (g = 980.6199 gals.).
 AB8943
 AB8943.The modeled gravity was interpolated from observed gravity values.
 AB8943
 AB8943;                    North         East    Units  Estimated Accuracy
 AB8943;SPC SD N     -    74,110.      695,240.      MT  (+/- 180 meters Scaled)
 AB8943
 AB8943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ157267(NAD 83)
 AB8943
 AB8943                          SUPERSEDED SURVEY CONTROL
 AB8943
 AB8943.No superseded survey control is available for this station.
 AB8943
 AB8943_MARKER: I = METAL ROD
 AB8943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8943_STAMPING: A 463 1994
 AB8943_MARK LOGO: NGS
 AB8943_PROJECTION: FLUSH
 AB8943_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8943+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8943_ROD/PIPE-DEPTH: 7.6 meters
 AB8943_SLEEVE-DEPTH  : 0.9 meters
 AB8943
 AB8943  HISTORY     - Date     Condition        Report By
 AB8943  HISTORY     - 1994     MONUMENTED       NGS
 AB8943
 AB8943                          STATION DESCRIPTION
 AB8943
 AB8943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8943'15.5 KM (9.65 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8943'IN MILLER, 396.0 M (1299.2 FT) WEST OF MILEPOST 311, 139.2 M (456.7
 AB8943'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 72.0 M (236.2 FT) NORTH OF
 AB8943'THE CENTER OF A DRIVEWAY AND TRACK ROAD, 30.1 M (98.8 FT) SOUTHWEST OF
 AB8943'THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 17.8 M
 AB8943'(58.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF A PAVED ROAD, 15.0
 AB8943'M (49.2 FT) NORTHWEST OF A UTILITY POLE WITH TWO GUY CABLES ATTACHED,
 AB8943'0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND 0.5 M (1.6 FT)
 AB8943'SOUTHEAST OF AN UNDERGROUND CABLE WARNING SIGN. NOTE--ACCESS TO THE
 AB8943'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8943'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9041 ***********************************************************************
 AB9041  FBN         -  This is a Federal Base Network Control Station.
 AB9041  DESIGNATION -  A 464
 AB9041  PID         -  AB9041
 AB9041  STATE/COUNTY-  SD/HUGHES
 AB9041  COUNTRY     -  US
 AB9041  USGS QUAD   -  PIERRE NE (2017)
 AB9041
 AB9041                         *CURRENT SURVEY CONTROL
 AB9041  ______________________________________________________________________
 AB9041* NAD 83(2011) POSITION- 44 22 41.45297(N) 100 18 55.85773(W)   ADJUSTED
 AB9041* NAD 83(2011) ELLIP HT-   518.803 (meters)        (06/27/12)   ADJUSTED
 AB9041* NAD 83(2011) EPOCH   -  2010.00
 AB9041* NAVD 88 ORTHO HEIGHT -   542.313 (meters)     1779.24  (feet) ADJUSTED
 AB9041  ______________________________________________________________________
 AB9041  GEOID HEIGHT    -        -23.422 (meters)                     GEOID18
 AB9041  NAD 83(2011) X  -   -817,727.145 (meters)                     COMP
 AB9041  NAD 83(2011) Y  - -4,492,745.528 (meters)                     COMP
 AB9041  NAD 83(2011) Z  -  4,438,585.982 (meters)                     COMP
 AB9041  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 AB9041  DYNAMIC HEIGHT  -        542.203 (meters)     1778.88  (feet) COMP
 AB9041  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 AB9041
 AB9041  VERT ORDER      -  FIRST     CLASS II
 AB9041
 AB9041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9041  Standards:
 AB9041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9041  -------------------------------------------------------------------
 AB9041  NETWORK    1.03   2.08           0.46   0.37   1.06     -0.06841352
 AB9041  -------------------------------------------------------------------
 AB9041  Click here for local accuracies and other accuracy information.
 AB9041
 AB9041.The horizontal coordinates were established by GPS observations
 AB9041.and adjusted by the National Geodetic Survey in June 2012.
 AB9041
 AB9041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9041.been affixed to the stable North American tectonic plate. See 
 AB9041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9041
 AB9041.The horizontal coordinates are valid at the epoch date displayed above
 AB9041.which is a decimal equivalence of Year/Month/Day.
 AB9041
 AB9041.The orthometric height was determined by differential leveling and
 AB9041.adjusted by the NATIONAL GEODETIC SURVEY
 AB9041.in October 1997.
 AB9041
 AB9041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9041.GEOID18 height accuracy estimate available here.
 AB9041
 AB9041.Click photographs - Photos may exist for this station.
 AB9041
 AB9041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9041
 AB9041.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9041
 AB9041.The ellipsoidal height was determined by GPS observations
 AB9041.and is referenced to NAD 83.
 AB9041
 AB9041.The dynamic height is computed by dividing the NAVD 88
 AB9041.geopotential number by the normal gravity value computed on the
 AB9041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9041.degrees latitude (g = 980.6199 gals.).
 AB9041
 AB9041.The modeled gravity was interpolated from observed gravity values.
 AB9041
 AB9041. The following values were computed from the NAD 83(2011) position.
 AB9041
 AB9041;                    North         East     Units Scale Factor Converg.
 AB9041;SPC SD S     -   227,175.292   601,419.942   MT  0.99999486   +0 00 44.2
 AB9041;SPC SD S     -   745,324.27  1,973,158.59   sFT  0.99999486   +0 00 44.2
 AB9041;UTM  14      - 4,914,719.514   395,201.699   MT  0.99973506   -0 55 12.5
 AB9041
 AB9041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9041!SPC SD S     -   0.99991866  x   0.99999486  =   0.99991352
 AB9041!UTM  14      -   0.99991866  x   0.99973506  =   0.99965374
 AB9041
 AB9041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9520114719(NAD 83)
 AB9041
 AB9041                          SUPERSEDED SURVEY CONTROL
 AB9041
 AB9041  NAD 83(2007)-  44 22 41.45271(N)    100 18 55.85926(W) AD(2002.00) 0
 AB9041  ELLIP H (02/10/07)  518.834  (m)                       GP(2002.00)    
 AB9041  NAD 83(1996)-  44 22 41.45230(N)    100 18 55.85915(W) AD(       ) A
 AB9041  ELLIP H (06/23/03)  518.830  (m)                       GP(       ) 3 1
 AB9041  NAVD 88             542.31   (m)         1779.2    (f) LEVELING    3  
 AB9041
 AB9041.Superseded values are not recommended for survey control.
 AB9041
 AB9041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9041.See file dsdata.pdf to determine how the superseded data were derived.
 AB9041
 AB9041_MARKER: I = METAL ROD
 AB9041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9041_STAMPING: A 464 1994
 AB9041_MARK LOGO: NGS
 AB9041_PROJECTION: FLUSH
 AB9041_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9041+STABILITY: POSITION/ELEVATION WELL
 AB9041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9041+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9041_ROD/PIPE-DEPTH: 11.7 meters
 AB9041_SLEEVE-DEPTH  : 9.8 meters
 AB9041
 AB9041  HISTORY     - Date     Condition        Report By
 AB9041  HISTORY     - 1994     MONUMENTED       NGS
 AB9041  HISTORY     - 20020521 GOOD             SDDT
 AB9041  HISTORY     - 20120308 GOOD             INDIV
 AB9041
 AB9041                          STATION DESCRIPTION
 AB9041
 AB9041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9041'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9041'IN PIERRE, THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG GARFIELD AVENUE
 AB9041'(U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE), 727.0 M (2385.2 FT) NORTH OF
 AB9041'MILEPOST 96, 29.2 M (95.8 FT) EAST OF THE HIGHWAY CENTER, 26.9 M (88.3
 AB9041'FT) SOUTH OF THE CENTER OF A DRIVEWAY, 26.3 M (86.3 FT) NORTH OF THE
 AB9041'CENTER OF A DRIVEWAY AND THE EXTENDED CENTER OF HARRISON AVENUE, 17.2
 AB9041'M (56.4 FT) NORTHEAST OF A UTILITY LIGHT POLE, 10.7 M (35.1 FT) NORTH
 AB9041'OF AN UNDERGROUND CABLE JUNCTION BOX, 2.0 M (6.6 FT) ABOVE THE LEVEL
 AB9041'OF THE HIGHWAY, 1.3 M (4.3 FT) SOUTH OF A WITNESS POST AND A
 AB9041'RIGHT-OF-WAY POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9041'5-INCH LOGO CAP.
 AB9041
 AB9041                          STATION RECOVERY (2002)
 AB9041
 AB9041'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB9041'RECOVERED AS DESCRIBED
 AB9041
 AB9041                          STATION RECOVERY (2012)
 AB9041
 AB9041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5633 ***********************************************************************
 AC5633  DESIGNATION -  A 465
 AC5633  PID         -  AC5633
 AC5633  STATE/COUNTY-  SD/CUSTER
 AC5633  COUNTRY     -  US
 AC5633  USGS QUAD   -  BERNE (2017)
 AC5633
 AC5633                         *CURRENT SURVEY CONTROL
 AC5633  ______________________________________________________________________
 AC5633* NAD 83(1986) POSITION- 43 45 02.     (N) 103 44 04.     (W)   SCALED
 AC5633* NAVD 88 ORTHO HEIGHT -  1717.655 (meters)     5635.34  (feet) ADJUSTED
 AC5633  ______________________________________________________________________
 AC5633  GEOID HEIGHT    -        -13.334 (meters)                     GEOID18
 AC5633  DYNAMIC HEIGHT  -       1716.839 (meters)     5632.66  (feet) COMP
 AC5633  MODELED GRAVITY -    980,081.1   (mgal)                       NAVD 88
 AC5633
 AC5633  VERT ORDER      -  FIRST     CLASS II
 AC5633
 AC5633.The horizontal coordinates were scaled from a map and have
 AC5633.an estimated accuracy of +/- 6 seconds.
 AC5633
 AC5633.The orthometric height was determined by differential leveling and
 AC5633.adjusted by the NATIONAL GEODETIC SURVEY
 AC5633.in October 1997.
 AC5633
 AC5633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5633.GEOID18 height accuracy estimate available here.
 AC5633
 AC5633.Click photographs - Photos may exist for this station.
 AC5633
 AC5633.The dynamic height is computed by dividing the NAVD 88
 AC5633.geopotential number by the normal gravity value computed on the
 AC5633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5633.degrees latitude (g = 980.6199 gals.).
 AC5633
 AC5633.The modeled gravity was interpolated from observed gravity values.
 AC5633
 AC5633;                    North         East    Units  Estimated Accuracy
 AC5633;SPC SD S     -   163,050.      326,170.      MT  (+/- 180 meters Scaled)
 AC5633
 AC5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ018449(NAD 83)
 AC5633
 AC5633                          SUPERSEDED SURVEY CONTROL
 AC5633
 AC5633.No superseded survey control is available for this station.
 AC5633
 AC5633_MARKER: DV = VERTICAL CONTROL DISK
 AC5633_SETTING: 66 = SET IN ROCK OUTCROP
 AC5633_STAMPING: A 465 1995
 AC5633_MARK LOGO: NGS
 AC5633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5633+STABILITY: POSITION/ELEVATION WELL
 AC5633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5633+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5633
 AC5633  HISTORY     - Date     Condition        Report By
 AC5633  HISTORY     - 1995     MONUMENTED       NGS
 AC5633
 AC5633                          STATION DESCRIPTION
 AC5633
 AC5633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5633'12.7 KM (7.90 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5633'IN CUSTER, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG FOREST SERVICE ROAD
 AC5633'287, NEAR THE CENTER OF A 11 BY 12-FOOT AREA OF OUTCROPPING BEDROCK
 AC5633'THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, 65.3 M (214.2
 AC5633'FT) SOUTHWEST OF A UTILITY LINE CROSSING, 45.0 M (147.6 FT) NORTHWEST
 AC5633'OF THE CENTER OF FOREST SERVICE ROAD 287 1A, 39.1 M (128.3 FT) NORTH
 AC5633'OF THE NORTHWEST CORNER OF A FENCE ENCLOSING NORTH POLE SPRINGS, 17.8
 AC5633'M (58.4 FT) NORTHEAST OF THE ROAD CENTER, 1.5 M (4.9 FT) ABOVE THE
 AC5633'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9089 ***********************************************************************
 AB9089  CBN         -  This is a Cooperative Base Network Control Station.
 AB9089  DESIGNATION -  A 466
 AB9089  PID         -  AB9089
 AB9089  STATE/COUNTY-  SD/STANLEY
 AB9089  COUNTRY     -  US
 AB9089  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB9089
 AB9089                         *CURRENT SURVEY CONTROL
 AB9089  ______________________________________________________________________
 AB9089* NAD 83(2011) POSITION- 44 22 17.61325(N) 100 56 35.55107(W)   ADJUSTED
 AB9089* NAD 83(2011) ELLIP HT-   593.835 (meters)        (06/27/12)   ADJUSTED
 AB9089* NAD 83(2011) EPOCH   -  2010.00
 AB9089* NAVD 88 ORTHO HEIGHT -   616.482 (meters)     2022.57  (feet) ADJUSTED
 AB9089  ______________________________________________________________________
 AB9089  GEOID HEIGHT    -        -22.647 (meters)                     GEOID18
 AB9089  NAD 83(2011) X  -   -867,004.358 (meters)                     COMP
 AB9089  NAD 83(2011) Y  - -4,484,075.614 (meters)                     COMP
 AB9089  NAD 83(2011) Z  -  4,438,112.439 (meters)                     COMP
 AB9089  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 AB9089  DYNAMIC HEIGHT  -        616.335 (meters)     2022.09  (feet) COMP
 AB9089  MODELED GRAVITY -    980,361.2   (mgal)                       NAVD 88
 AB9089
 AB9089  VERT ORDER      -  FIRST     CLASS II
 AB9089
 AB9089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9089  Standards:
 AB9089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9089  -------------------------------------------------------------------
 AB9089  NETWORK    1.15   3.33           0.54   0.37   1.70     -0.08439054
 AB9089  -------------------------------------------------------------------
 AB9089  Click here for local accuracies and other accuracy information.
 AB9089
 AB9089.The horizontal coordinates were established by GPS observations
 AB9089.and adjusted by the National Geodetic Survey in June 2012.
 AB9089
 AB9089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9089.been affixed to the stable North American tectonic plate. See 
 AB9089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9089
 AB9089.The horizontal coordinates are valid at the epoch date displayed above
 AB9089.which is a decimal equivalence of Year/Month/Day.
 AB9089
 AB9089.The orthometric height was determined by differential leveling and
 AB9089.adjusted by the NATIONAL GEODETIC SURVEY
 AB9089.in October 1997.
 AB9089
 AB9089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9089.GEOID18 height accuracy estimate available here.
 AB9089
 AB9089.Click photographs - Photos may exist for this station.
 AB9089
 AB9089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9089
 AB9089.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9089
 AB9089.The ellipsoidal height was determined by GPS observations
 AB9089.and is referenced to NAD 83.
 AB9089
 AB9089.The dynamic height is computed by dividing the NAVD 88
 AB9089.geopotential number by the normal gravity value computed on the
 AB9089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9089.degrees latitude (g = 980.6199 gals.).
 AB9089
 AB9089.The modeled gravity was interpolated from observed gravity values.
 AB9089
 AB9089. The following values were computed from the NAD 83(2011) position.
 AB9089
 AB9089;                    North         East     Units Scale Factor Converg.
 AB9089;SPC SD S     -   226,617.762   551,391.285   MT  0.99999333   -0 25 14.6
 AB9089;SPC SD S     -   743,495.11  1,809,022.91   sFT  0.99999333   -0 25 14.6
 AB9089;UTM  14      - 4,914,978.772   345,179.832   MT  0.99989478   -1 21 33.0
 AB9089
 AB9089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9089!SPC SD S     -   0.99990690  x   0.99999333  =   0.99990023
 AB9089!UTM  14      -   0.99990690  x   0.99989478  =   0.99980169
 AB9089
 AB9089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4517914978(NAD 83)
 AB9089
 AB9089                          SUPERSEDED SURVEY CONTROL
 AB9089
 AB9089  NAD 83(2007)-  44 22 17.61326(N)    100 56 35.55216(W) AD(2002.00) 0
 AB9089  ELLIP H (02/10/07)  593.859  (m)                       GP(2002.00)    
 AB9089  ELLIP H (04/15/04)  593.845  (m)                       GP(       ) 2 1
 AB9089  NAD 83(1996)-  44 22 17.61271(N)    100 56 35.55162(W) AD(       ) B
 AB9089  ELLIP H (04/18/97)  593.905  (m)                       GP(       ) 4 1
 AB9089  NAVD 88 (04/18/97)  616.5    (m)  GEOID96  model used  GPS OBS        
 AB9089
 AB9089.Superseded values are not recommended for survey control.
 AB9089
 AB9089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9089.See file dsdata.pdf to determine how the superseded data were derived.
 AB9089
 AB9089_MARKER: I = METAL ROD
 AB9089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9089_STAMPING: A 466 1995
 AB9089_MARK LOGO: NGS
 AB9089_PROJECTION: FLUSH
 AB9089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9089+STABILITY: POSITION/ELEVATION WELL
 AB9089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9089+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9089_ROD/PIPE-DEPTH: 11.5 meters
 AB9089_SLEEVE-DEPTH  : 10.9 meters
 AB9089
 AB9089  HISTORY     - Date     Condition        Report By
 AB9089  HISTORY     - 1995     MONUMENTED       NGS
 AB9089  HISTORY     - 19960805 GOOD             NGS
 AB9089  HISTORY     - 20120531 GOOD             INDIV
 AB9089
 AB9089                          STATION DESCRIPTION
 AB9089
 AB9089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9089'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9089'IN HAYES, 122.0 M (400.3 FT) WEST OF MILEPOST 199, 37.5 M (123.0 FT)
 AB9089'EAST OF THE CENTER OF WHITE RANCH ROAD, 21.8 M (71.5 FT) SOUTH OF THE
 AB9089'HIGHWAY CENTERLINE, 1.5 M (4.9 FT) NORTH OF A WITNESS POST AND FENCE,
 AB9089'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 AB9089'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9089
 AB9089                          STATION RECOVERY (1996)
 AB9089
 AB9089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9089'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) WEST OF PIERRE, 20.0 MI
 AB9089'(32.2 KM) SOUTHWEST OF MISSION RIDGE, 15.0 MI (24.1 KM) NORTH OF CAPA,
 AB9089'AND 3.8 MI (6.1 KM) EAST OF HAYES, ON STATE HIGHWAY 34. OWNERSHIP--THE
 AB9089'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE AND
 AB9089'STORE IN HAYES, GO EAST ON STATE HIGHWAY 34 FOR 3.9 MI (6.3 KM) TO THE
 AB9089'STATION ON THE LEFT.  THE STATION IS LOCATED 124.2 FT (37.9 M) EAST OF
 AB9089'THE CENTER OF WHITE RANCH ROAD, 85.1 FT (25.9 M) EAST OF A UTILITY
 AB9089'POLE, 71.5 FT (21.8 M) SOUTH OF THE HIGHWAY CENTERLINE, 4.9 FT (1.5 M)
 AB9089'NORTH OF A FENCE, 4.4 FT (1.3 M) NORTH OF A WITNESS POST, AND 2.0 FT
 AB9089'(0.6 M) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM
 AB9089'POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9089
 AB9089                          STATION RECOVERY (2012)
 AB9089
 AB9089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7987 ***********************************************************************
 AC7987  CBN         -  This is a Cooperative Base Network Control Station.
 AC7987  DESIGNATION -  A 467
 AC7987  PID         -  AC7987
 AC7987  STATE/COUNTY-  SD/CODINGTON
 AC7987  COUNTRY     -  US
 AC7987  USGS QUAD   -  WATERTOWN EAST (2017)
 AC7987
 AC7987                         *CURRENT SURVEY CONTROL
 AC7987  ______________________________________________________________________
 AC7987* NAD 83(2011) POSITION- 44 53 25.34844(N) 097 04 33.94910(W)   ADJUSTED
 AC7987* NAD 83(2011) ELLIP HT-   502.174 (meters)        (06/27/12)   ADJUSTED
 AC7987* NAD 83(2011) EPOCH   -  2010.00
 AC7987* NAVD 88 ORTHO HEIGHT -   527.287 (meters)     1729.94  (feet) ADJUSTED
 AC7987  ______________________________________________________________________
 AC7987  GEOID HEIGHT    -        -25.127 (meters)                     GEOID18
 AC7987  NAD 83(2011) X  -   -557,614.639 (meters)                     COMP
 AC7987  NAD 83(2011) Y  - -4,492,076.040 (meters)                     COMP
 AC7987  NAD 83(2011) Z  -  4,479,080.077 (meters)                     COMP
 AC7987  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AC7987  DYNAMIC HEIGHT  -        527.209 (meters)     1729.68  (feet) COMP
 AC7987  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 AC7987
 AC7987  VERT ORDER      -  FIRST     CLASS II
 AC7987
 AC7987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7987  Standards:
 AC7987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7987  -------------------------------------------------------------------
 AC7987  NETWORK    0.72   2.20           0.33   0.25   1.12     -0.08004442
 AC7987  -------------------------------------------------------------------
 AC7987  Click here for local accuracies and other accuracy information.
 AC7987
 AC7987.The horizontal coordinates were established by GPS observations
 AC7987.and adjusted by the National Geodetic Survey in June 2012.
 AC7987
 AC7987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7987.been affixed to the stable North American tectonic plate. See 
 AC7987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7987
 AC7987.The horizontal coordinates are valid at the epoch date displayed above
 AC7987.which is a decimal equivalence of Year/Month/Day.
 AC7987
 AC7987.The orthometric height was determined by differential leveling and
 AC7987.adjusted by the NATIONAL GEODETIC SURVEY
 AC7987.in July 1998.
 AC7987
 AC7987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7987.GEOID18 height accuracy estimate available here.
 AC7987
 AC7987.Click photographs - Photos may exist for this station.
 AC7987
 AC7987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7987
 AC7987.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7987
 AC7987.The ellipsoidal height was determined by GPS observations
 AC7987.and is referenced to NAD 83.
 AC7987
 AC7987.The dynamic height is computed by dividing the NAVD 88
 AC7987.geopotential number by the normal gravity value computed on the
 AC7987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7987.degrees latitude (g = 980.6199 gals.).
 AC7987
 AC7987.The modeled gravity was interpolated from observed gravity values.
 AC7987
 AC7987. The following values were computed from the NAD 83(2011) position.
 AC7987
 AC7987;                    North         East     Units Scale Factor Converg.
 AC7987;SPC SD N     -   121,631.087   830,916.324   MT  0.99994303   +2 04 09.7
 AC7987;SPC SD N     -   399,051.32  2,726,097.97   sFT  0.99994303   +2 04 09.7
 AC7987;UTM  14      - 4,972,572.992   651,922.009   MT  0.99988381   +1 21 29.0
 AC7987
 AC7987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7987!SPC SD N     -   0.99992127  x   0.99994303  =   0.99986431
 AC7987!UTM  14      -   0.99992127  x   0.99988381  =   0.99980509
 AC7987
 AC7987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5192272572(NAD 83)
 AC7987
 AC7987                          SUPERSEDED SURVEY CONTROL
 AC7987
 AC7987  NAD 83(2007)-  44 53 25.34837(N)    097 04 33.94998(W) AD(2002.00) 0
 AC7987  ELLIP H (02/10/07)  502.205  (m)                       GP(2002.00)    
 AC7987  ELLIP H (04/15/04)  502.228  (m)                       GP(       ) 2 1
 AC7987  NAD 83(1996)-  44 53 25.34788(N)    097 04 33.94949(W) AD(       ) B
 AC7987  ELLIP H (04/18/97)  502.246  (m)                       GP(       ) 4 1
 AC7987  NAVD 88 (04/18/97)  527.3    (m)  GEOID96  model used  GPS OBS        
 AC7987
 AC7987.Superseded values are not recommended for survey control.
 AC7987
 AC7987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7987.See file dsdata.pdf to determine how the superseded data were derived.
 AC7987
 AC7987_MARKER: I = METAL ROD
 AC7987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC7987_STAMPING: A 467 1995
 AC7987_MARK LOGO: NGS
 AC7987_PROJECTION: FLUSH
 AC7987_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7987+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 AC7987_ROD/PIPE-DEPTH: 12.3 meters
 AC7987_SLEEVE-DEPTH  : 0.9 meters
 AC7987
 AC7987  HISTORY     - Date     Condition        Report By
 AC7987  HISTORY     - 1995     MONUMENTED       NGS
 AC7987  HISTORY     - 19960612 GOOD             NGS
 AC7987  HISTORY     - 19961011 GOOD             CHANCE
 AC7987  HISTORY     - 20160914 GOOD             INDIV
 AC7987
 AC7987                          STATION DESCRIPTION
 AC7987
 AC7987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7987'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF KRAZENBURG, 6.6
 AC7987'MI (10.6 KM) SOUTH-SOUTHEAST OF RAUVILLE, AND 2.0 MI (3.2 KM) EAST OF
 AC7987'WATERTOWN, ON U.S. HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AC7987'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND
 AC7987'U.S. HIGHWAY 212, ABOUT 3.0 MI (4.8 KM) EAST OF WATERTOWN, GO WEST ON
 AC7987'U.S. HIGHWAY 212 FOR 0.95 MI (1.53 KM) TO A DRIVEWAY AND THE STATION
 AC7987'ON THE RIGHT.  THE STATION IS 115.5 FT (35.2 M) NORTH OF THE HIGHWAY
 AC7987'CENTERLINE, 26.5 FT (8.1 M) WEST OF A SIGN (ELMIRA 33-350), 20.5 FT
 AC7987'(6.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A CULVERT UNDER THE
 AC7987'DRIVEWAY, AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST AND A FENCE.
 AC7987'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC7987
 AC7987                          STATION RECOVERY (1996)
 AC7987
 AC7987'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AC7987'1.5 KM (0.95 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC7987'INTERSTATE HIGHWAY 29 IN WATERTOWN (EXIT 177), 348.0 M (1141.7 FT)
 AC7987'WEST OF MILEPOST 379, 31.9 M (104.7 FT) NORTH OF THE CENTERLINE OF THE
 AC7987'WESTBOUND LANES OF THE HIGHWAY, 10.1 M (33.1 FT) NORTHWEST OF THE
 AC7987'CENTER OF A DRIVEWAY, 6.0 M (19.7 FT) WEST OF THE CENTER OF A FIELD
 AC7987'ENTRANCE AND GATE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AC7987'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AC7987'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC7987'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC7987
 AC7987                          STATION RECOVERY (2016)
 AC7987
 AC7987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RES)
 AC7987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2027 ***********************************************************************
 AE2027  DESIGNATION -  A 468
 AE2027  PID         -  AE2027
 AE2027  STATE/COUNTY-  SD/CLARK
 AE2027  COUNTRY     -  US
 AE2027  USGS QUAD   -  GARDEN CITY (2017)
 AE2027
 AE2027                         *CURRENT SURVEY CONTROL
 AE2027  ______________________________________________________________________
 AE2027* NAD 83(1986) POSITION- 44 52 36.     (N) 097 35 56.     (W)   SCALED
 AE2027* NAVD 88 ORTHO HEIGHT -   555.932 (meters)     1823.92  (feet) ADJUSTED
 AE2027  ______________________________________________________________________
 AE2027  GEOID HEIGHT    -        -24.718 (meters)                     GEOID18
 AE2027  DYNAMIC HEIGHT  -        555.849 (meters)     1823.65  (feet) COMP
 AE2027  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 AE2027
 AE2027  VERT ORDER      -  FIRST     CLASS II
 AE2027
 AE2027.The horizontal coordinates were scaled from a map and have
 AE2027.an estimated accuracy of +/- 6 seconds.
 AE2027
 AE2027.The orthometric height was determined by differential leveling and
 AE2027.adjusted by the NATIONAL GEODETIC SURVEY
 AE2027.in July 1998.
 AE2027
 AE2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2027.GEOID18 height accuracy estimate available here.
 AE2027
 AE2027.Click photographs - Photos may exist for this station.
 AE2027
 AE2027.The dynamic height is computed by dividing the NAVD 88
 AE2027.geopotential number by the normal gravity value computed on the
 AE2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2027.degrees latitude (g = 980.6199 gals.).
 AE2027
 AE2027.The modeled gravity was interpolated from observed gravity values.
 AE2027
 AE2027;                    North         East    Units  Estimated Accuracy
 AE2027;SPC SD N     -   118,750.      789,690.      MT  (+/- 180 meters Scaled)
 AE2027
 AE2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ106702(NAD 83)
 AE2027
 AE2027                          SUPERSEDED SURVEY CONTROL
 AE2027
 AE2027.No superseded survey control is available for this station.
 AE2027
 AE2027_MARKER: I = METAL ROD
 AE2027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2027_STAMPING: A 468 1995
 AE2027_MARK LOGO: NGS
 AE2027_PROJECTION: FLUSH
 AE2027_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2027+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2027_ROD/PIPE-DEPTH: 6.1 meters
 AE2027_SLEEVE-DEPTH  : 0.9 meters
 AE2027
 AE2027  HISTORY     - Date     Condition        Report By
 AE2027  HISTORY     - 1995     MONUMENTED       NGS
 AE2027  HISTORY     - 19950919 GOOD             NGS
 AE2027  HISTORY     - 19961011 GOOD             CHANCE
 AE2027
 AE2027                          STATION DESCRIPTION
 AE2027
 AE2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2027'10.3 KM (6.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2027'MAIN STREET IN HENRY, 750.0 M (2460.6 FT) EAST OF MILEPOST 352, 22.4 M
 AE2027'(73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) WEST OF THE
 AE2027'CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE2027'THE HIGHWAY, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND CENTER OF
 AE2027'3 BRACED FENCE POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE2027'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE2027'FOR A CLASS A MARK.
 AE2027
 AE2027                          STATION RECOVERY (1996)
 AE2027
 AE2027'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2027'10.3 KM (6.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2027'MAIN STREET IN HENRY, 750.0 M (2460.6 FT) EAST OF MILEPOST 352, 22.4 M
 AE2027'(73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) WEST OF THE
 AE2027'CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE2027'THE HIGHWAY, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND CENTER OF
 AE2027'3 BRACED FENCE POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE2027'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE2027'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4143 ***********************************************************************
 AE4143  DESIGNATION -  A 469
 AE4143  PID         -  AE4143
 AE4143  STATE/COUNTY-  SD/FAULK
 AE4143  COUNTRY     -  US
 AE4143  USGS QUAD   -  FAULKTON EAST (2017)
 AE4143
 AE4143                         *CURRENT SURVEY CONTROL
 AE4143  ______________________________________________________________________
 AE4143* NAD 83(1986) POSITION- 45 02 04.     (N) 099 05 40.     (W)   SCALED
 AE4143* NAVD 88 ORTHO HEIGHT -   472.411 (meters)     1549.90  (feet) ADJUSTED
 AE4143  ______________________________________________________________________
 AE4143  GEOID HEIGHT    -        -23.650 (meters)                     GEOID18
 AE4143  DYNAMIC HEIGHT  -        472.350 (meters)     1549.70  (feet) COMP
 AE4143  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 AE4143
 AE4143  VERT ORDER      -  FIRST     CLASS II
 AE4143
 AE4143.The horizontal coordinates were scaled from a map and have
 AE4143.an estimated accuracy of +/- 6 seconds.
 AE4143
 AE4143.The orthometric height was determined by differential leveling and
 AE4143.adjusted by the NATIONAL GEODETIC SURVEY
 AE4143.in July 1998.
 AE4143
 AE4143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4143.GEOID18 height accuracy estimate available here.
 AE4143
 AE4143.Click photographs - Photos may exist for this station.
 AE4143
 AE4143.The dynamic height is computed by dividing the NAVD 88
 AE4143.geopotential number by the normal gravity value computed on the
 AE4143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4143.degrees latitude (g = 980.6199 gals.).
 AE4143
 AE4143.The modeled gravity was interpolated from observed gravity values.
 AE4143
 AE4143;                    North         East    Units  Estimated Accuracy
 AE4143;SPC SD N     -   133,870.      671,350.      MT  (+/- 180 meters Scaled)
 AE4143
 AE4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ925867(NAD 83)
 AE4143
 AE4143                          SUPERSEDED SURVEY CONTROL
 AE4143
 AE4143.No superseded survey control is available for this station.
 AE4143
 AE4143_MARKER: I = METAL ROD
 AE4143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4143_STAMPING: A 469 1996
 AE4143_MARK LOGO: NGS
 AE4143_PROJECTION: FLUSH
 AE4143_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4143+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4143_ROD/PIPE-DEPTH: 7.2 meters
 AE4143_SLEEVE-DEPTH  : 0.9 meters
 AE4143
 AE4143  HISTORY     - Date     Condition        Report By
 AE4143  HISTORY     - 1996     MONUMENTED       NGS
 AE4143
 AE4143                          STATION DESCRIPTION
 AE4143
 AE4143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4143'2.4 KM (1.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4143'IN FAULKTON, 472.0 M (1548.6 FT) WEST OF MILEPOST 269, 31.8 M (104.3
 AE4143'FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.4 M (27.6 FT) SOUTH OF A FENCE
 AE4143'CORNER, 0.8 M (2.6 FT) EAST OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 AE4143'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AE4143'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4143'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4143'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0285 ***********************************************************************
 QR0285  DESIGNATION -  A 47
 QR0285  PID         -  QR0285
 QR0285  STATE/COUNTY-  SD/FAULK
 QR0285  COUNTRY     -  US
 QR0285  USGS QUAD   -  SENECA (2017)
 QR0285
 QR0285                         *CURRENT SURVEY CONTROL
 QR0285  ______________________________________________________________________
 QR0285* NAD 83(1986) POSITION- 45 02 32.54   (N) 099 30 43.36   (W)   HD_HELD1
 QR0285* NAVD 88 ORTHO HEIGHT -   579.525 (meters)     1901.32  (feet) ADJUSTED
 QR0285  ______________________________________________________________________
 QR0285  GEOID HEIGHT    -        -22.887 (meters)                     GEOID18
 QR0285  DYNAMIC HEIGHT  -        579.444 (meters)     1901.06  (feet) COMP
 QR0285  MODELED GRAVITY -    980,457.8   (mgal)                       NAVD 88
 QR0285
 QR0285  VERT ORDER      -  SECOND    CLASS 0
 QR0285
 QR0285.The horizontal coordinates were determined by differentially corrected
 QR0285.hand held GPS observations or other comparable positioning techniques
 QR0285.and have an estimated accuracy of +/- 3 meters.
 QR0285
 QR0285.The orthometric height was determined by differential leveling and
 QR0285.adjusted by the NATIONAL GEODETIC SURVEY
 QR0285.in June 1991.
 QR0285
 QR0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0285.GEOID18 height accuracy estimate available here.
 QR0285
 QR0285.Click photographs - Photos may exist for this station.
 QR0285
 QR0285.The dynamic height is computed by dividing the NAVD 88
 QR0285.geopotential number by the normal gravity value computed on the
 QR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0285.degrees latitude (g = 980.6199 gals.).
 QR0285
 QR0285.The modeled gravity was interpolated from observed gravity values.
 QR0285
 QR0285;                    North         East    Units  Estimated Accuracy
 QR0285;SPC SD N     -   134,467.1     638,442.8     MT  (+/- 3 meters HH1 GPS) 
 QR0285
 QR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5967287784(NAD 83)
 QR0285
 QR0285                          SUPERSEDED SURVEY CONTROL
 QR0285
 QR0285  NGVD 29 (??/??/92)  579.162  (m)         1900.13   (f) ADJ UNCH    2 0
 QR0285
 QR0285.Superseded values are not recommended for survey control.
 QR0285
 QR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0285.See file dsdata.pdf to determine how the superseded data were derived.
 QR0285
 QR0285_MARKER: DB = BENCH MARK DISK
 QR0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0285_STAMPING: A 47 1934
 QR0285_MARK LOGO: CGS
 QR0285_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0285+STABILITY: SURFACE MOTION
 QR0285
 QR0285  HISTORY     - Date     Condition        Report By
 QR0285  HISTORY     - 1934     MONUMENTED       CGS
 QR0285  HISTORY     - 1940     GOOD             CGS
 QR0285  HISTORY     - 1960     GOOD             CGS
 QR0285
 QR0285                          STATION DESCRIPTION
 QR0285
 QR0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0285'1.2 MI S FROM SENECA.
 QR0285'1.2 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE POST OFFICE AT
 QR0285'SENECA, FAULK COUNTY, AT THE INTERSECTION OF A SECTION-LINE
 QR0285'ROAD, 43.5 FEET NORTH OF THE CENTERLINE OF THE SECTION-LINE ROAD,
 QR0285'38.5 FEET WEST OF THE CENTERLINE OF THE HIGHMORE ROAD, 4.6 FEET
 QR0285'NORTHWEST OF A TELEPHONE POLE, AND 0.7 FOOT NORTH OF A WHITE
 QR0285'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 47 1934 AND SET
 QR0285'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 QR0285
 QR0285                          STATION RECOVERY (1960)
 QR0285
 QR0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 QR0285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4097 ***********************************************************************
 AE4097  DESIGNATION -  A 470
 AE4097  PID         -  AE4097
 AE4097  STATE/COUNTY-  SD/POTTER
 AE4097  COUNTRY     -  US
 AE4097  USGS QUAD   -  LAKE HURLEY (2017)
 AE4097
 AE4097                         *CURRENT SURVEY CONTROL
 AE4097  ______________________________________________________________________
 AE4097* NAD 83(1986) POSITION- 45 00 51.     (N) 100 09 17.     (W)   SCALED
 AE4097* NAVD 88 ORTHO HEIGHT -   584.975 (meters)     1919.21  (feet) ADJUSTED
 AE4097  ______________________________________________________________________
 AE4097  GEOID HEIGHT    -        -22.506 (meters)                     GEOID18
 AE4097  DYNAMIC HEIGHT  -        584.887 (meters)     1918.92  (feet) COMP
 AE4097  MODELED GRAVITY -    980,446.5   (mgal)                       NAVD 88
 AE4097
 AE4097  VERT ORDER      -  FIRST     CLASS II
 AE4097
 AE4097.The horizontal coordinates were scaled from a map and have
 AE4097.an estimated accuracy of +/- 6 seconds.
 AE4097
 AE4097.The orthometric height was determined by differential leveling and
 AE4097.adjusted by the NATIONAL GEODETIC SURVEY
 AE4097.in July 1998.
 AE4097
 AE4097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4097.GEOID18 height accuracy estimate available here.
 AE4097
 AE4097.Click photographs - Photos may exist for this station.
 AE4097
 AE4097.The dynamic height is computed by dividing the NAVD 88
 AE4097.geopotential number by the normal gravity value computed on the
 AE4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4097.degrees latitude (g = 980.6199 gals.).
 AE4097
 AE4097.The modeled gravity was interpolated from observed gravity values.
 AE4097
 AE4097;                    North         East    Units  Estimated Accuracy
 AE4097;SPC SD N     -   131,230.      587,800.      MT  (+/- 180 meters Scaled)
 AE4097
 AE4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ090851(NAD 83)
 AE4097
 AE4097                          SUPERSEDED SURVEY CONTROL
 AE4097
 AE4097.No superseded survey control is available for this station.
 AE4097
 AE4097_MARKER: I = METAL ROD
 AE4097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4097_STAMPING: A 470 1996
 AE4097_MARK LOGO: NGS
 AE4097_PROJECTION: FLUSH
 AE4097_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4097+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4097_ROD/PIPE-DEPTH: 5.8 meters
 AE4097_SLEEVE-DEPTH  : 0.9 meters
 AE4097
 AE4097  HISTORY     - Date     Condition        Report By
 AE4097  HISTORY     - 1996     MONUMENTED       NGS
 AE4097  HISTORY     - 20120620 MARK NOT FOUND   INDIV
 AE4097
 AE4097                          STATION DESCRIPTION
 AE4097
 AE4097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4097'15.9 KM (9.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4097'EXENE STREET IN GETTYSBURG, 491.0 M (1610.9 FT) WEST OF MILEPOST 216,
 AE4097'48.3 M (158.5 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 AE4097'15.8 M (51.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) EAST
 AE4097'OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AE4097'0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AE4097'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE4097'THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4097
 AE4097                          STATION RECOVERY (2012)
 AE4097
 AE4097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4134 ***********************************************************************
 AE4134  DESIGNATION -  A 471
 AE4134  PID         -  AE4134
 AE4134  STATE/COUNTY-  SD/FAULK
 AE4134  COUNTRY     -  US
 AE4134  USGS QUAD   -  BURKMERE (2017)
 AE4134
 AE4134                         *CURRENT SURVEY CONTROL
 AE4134  ______________________________________________________________________
 AE4134* NAD 83(1986) POSITION- 45 02 31.     (N) 099 15 25.     (W)   SCALED
 AE4134* NAVD 88 ORTHO HEIGHT -   520.717 (meters)     1708.39  (feet) ADJUSTED
 AE4134  ______________________________________________________________________
 AE4134  GEOID HEIGHT    -        -23.419 (meters)                     GEOID18
 AE4134  DYNAMIC HEIGHT  -        520.645 (meters)     1708.15  (feet) COMP
 AE4134  MODELED GRAVITY -    980,462.0   (mgal)                       NAVD 88
 AE4134
 AE4134  VERT ORDER      -  FIRST     CLASS II
 AE4134
 AE4134.The horizontal coordinates were scaled from a map and have
 AE4134.an estimated accuracy of +/- 6 seconds.
 AE4134
 AE4134.The orthometric height was determined by differential leveling and
 AE4134.adjusted by the NATIONAL GEODETIC SURVEY
 AE4134.in July 1998.
 AE4134
 AE4134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4134.GEOID18 height accuracy estimate available here.
 AE4134
 AE4134.Click photographs - Photos may exist for this station.
 AE4134
 AE4134.The dynamic height is computed by dividing the NAVD 88
 AE4134.geopotential number by the normal gravity value computed on the
 AE4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4134.degrees latitude (g = 980.6199 gals.).
 AE4134
 AE4134.The modeled gravity was interpolated from observed gravity values.
 AE4134
 AE4134;                    North         East    Units  Estimated Accuracy
 AE4134;SPC SD N     -   134,570.      658,540.      MT  (+/- 180 meters Scaled)
 AE4134
 AE4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ797876(NAD 83)
 AE4134
 AE4134                          SUPERSEDED SURVEY CONTROL
 AE4134
 AE4134.No superseded survey control is available for this station.
 AE4134
 AE4134_MARKER: I = METAL ROD
 AE4134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4134_STAMPING: A 471 1996
 AE4134_MARK LOGO: NGS
 AE4134_PROJECTION: FLUSH
 AE4134_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4134+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4134_ROD/PIPE-DEPTH: 7.2 meters
 AE4134_SLEEVE-DEPTH  : 0.9 meters
 AE4134
 AE4134  HISTORY     - Date     Condition        Report By
 AE4134  HISTORY     - 1996     MONUMENTED       NGS
 AE4134
 AE4134                          STATION DESCRIPTION
 AE4134
 AE4134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4134'10.7 KM (6.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4134'IN FAULKTON, 734.0 M (2408.1 FT) WEST OF MILEPOST 261, 14.9 M (48.9
 AE4134'FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) EAST OF THE
 AE4134'CENTER OF A FIELD ENTRANCE AND GATE, 0.8 M (2.6 FT) NORTH OF A WITNESS
 AE4134'POST AND T-FENCE CORNER, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AE4134'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4134'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4134'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0415 ***********************************************************************
 PS0415  DESIGNATION -  A 49
 PS0415  PID         -  PS0415
 PS0415  STATE/COUNTY-  SD/BUFFALO
 PS0415  COUNTRY     -  US
 PS0415  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0415
 PS0415                         *CURRENT SURVEY CONTROL
 PS0415  ______________________________________________________________________
 PS0415* NAD 83(1986) POSITION- 44 01 25.54   (N) 099 22 01.77   (W)   HD_HELD1
 PS0415* NAVD 88 ORTHO HEIGHT -   416.839 (meters)     1367.58  (feet) ADJUSTED
 PS0415  ______________________________________________________________________
 PS0415  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 PS0415  DYNAMIC HEIGHT  -        416.744 (meters)     1367.27  (feet) COMP
 PS0415  MODELED GRAVITY -    980,378.8   (mgal)                       NAVD 88
 PS0415
 PS0415  VERT ORDER      -  FIRST     CLASS II
 PS0415
 PS0415.The horizontal coordinates were determined by differentially corrected
 PS0415.hand held GPS observations or other comparable positioning techniques
 PS0415.and have an estimated accuracy of +/- 3 meters.
 PS0415
 PS0415.The orthometric height was determined by differential leveling and
 PS0415.adjusted by the NATIONAL GEODETIC SURVEY
 PS0415.in June 1991.
 PS0415
 PS0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0415.GEOID18 height accuracy estimate available here.
 PS0415
 PS0415.Click photographs - Photos may exist for this station.
 PS0415
 PS0415.The dynamic height is computed by dividing the NAVD 88
 PS0415.geopotential number by the normal gravity value computed on the
 PS0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0415.degrees latitude (g = 980.6199 gals.).
 PS0415
 PS0415.The modeled gravity was interpolated from observed gravity values.
 PS0415
 PS0415;                    North         East    Units  Estimated Accuracy
 PS0415;SPC SD S     -   188,245.4     677,455.3     MT  (+/- 3 meters HH1 GPS) 
 PS0415
 PS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7057574577(NAD 83)
 PS0415
 PS0415                          SUPERSEDED SURVEY CONTROL
 PS0415
 PS0415  NGVD 29 (??/??/92)  416.510  (m)         1366.50   (f) ADJ UNCH    1 2
 PS0415
 PS0415.Superseded values are not recommended for survey control.
 PS0415
 PS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0415.See file dsdata.pdf to determine how the superseded data were derived.
 PS0415
 PS0415_MARKER: DB = BENCH MARK DISK
 PS0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0415_SP_SET: BRIDGE
 PS0415_STAMPING: A 49 1934
 PS0415_MARK LOGO: CGS
 PS0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0415
 PS0415  HISTORY     - Date     Condition        Report By
 PS0415  HISTORY     - 1934     MONUMENTED       CGS
 PS0415  HISTORY     - 1949     GOOD             CGS
 PS0415  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0415
 PS0415                          STATION DESCRIPTION
 PS0415
 PS0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0415'4.2 MI SE FROM FORT THOMPSON.
 PS0415'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0415'FORT THOMPSON, THENCE 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0415'47, SET IN THE SOUTHEAST END OF THE SOUTHWEST CURBING OF A
 PS0415'CONCRETE BRIDGE OVER CAMPBELL CREEK, 11 FEET SOUTHWEST OF THE CENTER
 PS0415'LINE OF THE HIGHWAY, 3.9 FEET NORTHWEST OF THE SOUTHEAST END OF
 PS0415'THE CURBING 0.5 FOOT ABOVE ROAD LEVEL.
 PS0415
 PS0415                          STATION RECOVERY (2013)
 PS0415
 PS0415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0257 ***********************************************************************
 OQ0257  DESIGNATION -  A 5
 OQ0257  PID         -  OQ0257
 OQ0257  STATE/COUNTY-  SD/MINNEHAHA
 OQ0257  COUNTRY     -  US
 OQ0257  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0257
 OQ0257                         *CURRENT SURVEY CONTROL
 OQ0257  ______________________________________________________________________
 OQ0257* NAD 83(1986) POSITION- 43 32 50.6    (N) 096 43 34.4    (W)   HD_HELD2
 OQ0257* NAVD 88 ORTHO HEIGHT -   428.259 (meters)     1405.05  (feet) ADJUSTED
 OQ0257  ______________________________________________________________________
 OQ0257  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 OQ0257  DYNAMIC HEIGHT  -        428.146 (meters)     1404.68  (feet) COMP
 OQ0257  MODELED GRAVITY -    980,343.9   (mgal)                       NAVD 88
 OQ0257
 OQ0257  VERT ORDER      -  FIRST     CLASS II
 OQ0257
 OQ0257.The horizontal coordinates were established by autonomous hand held GPS
 OQ0257.observations and have an estimated accuracy of +/- 10 meters.
 OQ0257
 OQ0257.The orthometric height was determined by differential leveling and
 OQ0257.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0257.in June 1991.
 OQ0257
 OQ0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0257.GEOID18 height accuracy estimate available here.
 OQ0257
 OQ0257.Click photographs - Photos may exist for this station.
 OQ0257
 OQ0257.The dynamic height is computed by dividing the NAVD 88
 OQ0257.geopotential number by the normal gravity value computed on the
 OQ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0257.degrees latitude (g = 980.6199 gals.).
 OQ0257
 OQ0257.The modeled gravity was interpolated from observed gravity values.
 OQ0257
 OQ0257;                    North         East    Units  Estimated Accuracy
 OQ0257;SPC SD S     -   141,199.      891,384.      MT  (+/- 10 meters HH2 GPS)
 OQ0257
 OQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8368024116(NAD 83)
 OQ0257
 OQ0257                          SUPERSEDED SURVEY CONTROL
 OQ0257
 OQ0257  NGVD 29 (??/??/92)  427.977  (m)         1404.12   (f) ADJ UNCH    1 2
 OQ0257
 OQ0257.Superseded values are not recommended for survey control.
 OQ0257
 OQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0257.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0257
 OQ0257_MARKER: DB = BENCH MARK DISK
 OQ0257_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OQ0257_SP_SET: FOUNDATION
 OQ0257_STAMPING: A 5 1925 1404.141
 OQ0257_MARK LOGO: CGS
 OQ0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0257+STABILITY: POSITION/ELEVATION WELL
 OQ0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0257+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0257
 OQ0257  HISTORY     - Date     Condition        Report By
 OQ0257  HISTORY     - 1925     MONUMENTED       CGS
 OQ0257  HISTORY     - 1949     GOOD             CGS
 OQ0257  HISTORY     - 19900516 GOOD             NGS
 OQ0257  HISTORY     - 20050723 GOOD             NGS
 OQ0257  HISTORY     - 20090215 GOOD             GEOCAC
 OQ0257  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0257
 OQ0257                          STATION DESCRIPTION
 OQ0257
 OQ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0257'AT SIOUX FALLS.
 OQ0257'AT SIOUX FALLS, MINNEHAHA COUNTY, AT THE CORNER OF PHILIPS AND
 OQ0257'NINTH STREETS, AT THE SOUTH SIDE OF THE CITIZENS NATIONAL BANK,
 OQ0257'6 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE TOP
 OQ0257'OF THE GRANITE SILL OF THE EAST WINDOW, AND 3 FEET HIGHER THAN
 OQ0257'THE SIDEWALK.
 OQ0257
 OQ0257                          STATION RECOVERY (1990)
 OQ0257
 OQ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0257'IN SIOUX FALLS, AT 100 NORTH PHILLIPS AVENUE, IN THE EAST END OF THE
 OQ0257'SEVENTH GRANITE WINDOW SILL EAST OF THE SOUTHWEST CORNER OF THE
 OQ0257'OFFICE BUILDING AT 100 NORTH PHILLIPS AVENUE, 15.5 M (50.9 FT) WEST
 OQ0257'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.9 M (3.0 FT) ABOVE THE
 OQ0257'LEVEL OF A SIDEWALK.  NOTE--THE BUILDING MEETS ALL REQUIREMENTS OF A
 OQ0257'CLASS A MARK.
 OQ0257
 OQ0257                          STATION RECOVERY (2005)
 OQ0257
 OQ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 OQ0257'BLDG. NOW OCCUPIED BY SECURITY BANK.  BLDG. HAS BEEN EXPANDED TO EAST
 OQ0257'SINCE 1933.
 OQ0257
 OQ0257                          STATION RECOVERY (2009)
 OQ0257
 OQ0257'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0257'BLDG. NOW OCCUPIED BY FIRST NATIONAL BANK.
 OQ0257
 OQ0257                          STATION RECOVERY (2012)
 OQ0257
 OQ0257'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0744 ***********************************************************************
 PT0744  DESIGNATION -  A 5 Q
 PT0744  PID         -  PT0744
 PT0744  STATE/COUNTY-  SD/HAAKON
 PT0744  COUNTRY     -  US
 PT0744  USGS QUAD   -  GRINDSTONE (2017)
 PT0744
 PT0744                         *CURRENT SURVEY CONTROL
 PT0744  ______________________________________________________________________
 PT0744* NAD 83(1986) POSITION- 44 13 12.     (N) 101 57 45.     (W)   SCALED
 PT0744* NAVD 88 ORTHO HEIGHT -   843.027 (meters)     2765.83  (feet) ADJUSTED
 PT0744  ______________________________________________________________________
 PT0744  GEOID HEIGHT    -        -19.994 (meters)                     GEOID18
 PT0744  DYNAMIC HEIGHT  -        842.784 (meters)     2765.03  (feet) COMP
 PT0744  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 PT0744
 PT0744  VERT ORDER      -  SECOND    CLASS 0
 PT0744
 PT0744.The horizontal coordinates were scaled from a map and have
 PT0744.an estimated accuracy of +/- 6 seconds.
 PT0744
 PT0744.The orthometric height was determined by differential leveling and
 PT0744.adjusted by the NATIONAL GEODETIC SURVEY
 PT0744.in June 1991.
 PT0744
 PT0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0744.GEOID18 height accuracy estimate available here.
 PT0744
 PT0744.Click photographs - Photos may exist for this station.
 PT0744
 PT0744.The dynamic height is computed by dividing the NAVD 88
 PT0744.geopotential number by the normal gravity value computed on the
 PT0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0744.degrees latitude (g = 980.6199 gals.).
 PT0744
 PT0744.The modeled gravity was interpolated from observed gravity values.
 PT0744
 PT0744;                    North         East    Units  Estimated Accuracy
 PT0744;SPC SD S     -   210,880.      469,830.      MT  (+/- 180 meters Scaled)
 PT0744
 PT0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ633005(NAD 83)
 PT0744
 PT0744                          SUPERSEDED SURVEY CONTROL
 PT0744
 PT0744  NGVD 29 (??/??/92)  842.56   (m)         2764.3    (f) COMPUTED    2 0
 PT0744
 PT0744.Superseded values are not recommended for survey control.
 PT0744
 PT0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0744.See file dsdata.pdf to determine how the superseded data were derived.
 PT0744
 PT0744_MARKER: DS = TRIANGULATION STATION DISK
 PT0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0744_STAMPING: A 5 Q 1961
 PT0744_MARK LOGO: CGS
 PT0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0744+STABILITY: SURFACE MOTION
 PT0744
 PT0744  HISTORY     - Date     Condition        Report By
 PT0744  HISTORY     - 1961     MONUMENTED       CGS
 PT0744  HISTORY     - 1962     GOOD             CGS
 PT0744
 PT0744                          STATION DESCRIPTION
 PT0744
 PT0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0744'13.8 MI SW FROM HILLAND.
 PT0744'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0744'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0744'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0744'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0744'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0744'DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A GRADED DIRT ROAD,
 PT0744'IN SECTION 17, T 3 N, R 18 E, 44 FEET WEST OF THE CENTER LINE
 PT0744'OF THE ROAD, 22 FEET EAST-SOUTHEAST OF A POWER POLE, 197 FEET
 PT0744'SOUTH OF A TELEPHONE POLE BEARING A WITNESS SHIELD NAILED TO THE
 PT0744'EAST SIDE OF THE POLE, ABOUT LEVEL WITH THE ROAD, AND IN THE
 PT0744'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0746 ***********************************************************************
 PT0746  DESIGNATION -  A 5 Q RM 1
 PT0746  PID         -  PT0746
 PT0746  STATE/COUNTY-  SD/HAAKON
 PT0746  COUNTRY     -  US
 PT0746  USGS QUAD   -  GRINDSTONE (2017)
 PT0746
 PT0746                         *CURRENT SURVEY CONTROL
 PT0746  ______________________________________________________________________
 PT0746* NAD 83(1986) POSITION- 44 13 12.     (N) 101 57 45.     (W)   SCALED
 PT0746* NAVD 88 ORTHO HEIGHT -   842.840 (meters)     2765.22  (feet) ADJUSTED
 PT0746  ______________________________________________________________________
 PT0746  GEOID HEIGHT    -        -19.994 (meters)                     GEOID18
 PT0746  DYNAMIC HEIGHT  -        842.597 (meters)     2764.42  (feet) COMP
 PT0746  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 PT0746
 PT0746  VERT ORDER      -  SECOND    CLASS 0
 PT0746
 PT0746.The horizontal coordinates were scaled from a map and have
 PT0746.an estimated accuracy of +/- 6 seconds.
 PT0746
 PT0746.The orthometric height was determined by differential leveling and
 PT0746.adjusted by the NATIONAL GEODETIC SURVEY
 PT0746.in June 1991.
 PT0746
 PT0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0746.GEOID18 height accuracy estimate available here.
 PT0746
 PT0746.Click photographs - Photos may exist for this station.
 PT0746
 PT0746.The dynamic height is computed by dividing the NAVD 88
 PT0746.geopotential number by the normal gravity value computed on the
 PT0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0746.degrees latitude (g = 980.6199 gals.).
 PT0746
 PT0746.The modeled gravity was interpolated from observed gravity values.
 PT0746
 PT0746;                    North         East    Units  Estimated Accuracy
 PT0746;SPC SD S     -   210,880.      469,830.      MT  (+/- 180 meters Scaled)
 PT0746
 PT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ633005(NAD 83)
 PT0746
 PT0746                          SUPERSEDED SURVEY CONTROL
 PT0746
 PT0746  NGVD 29 (??/??/92)  842.38   (m)         2763.7    (f) COMPUTED    2 0
 PT0746
 PT0746.Superseded values are not recommended for survey control.
 PT0746
 PT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0746.See file dsdata.pdf to determine how the superseded data were derived.
 PT0746
 PT0746_MARKER: DR = REFERENCE MARK DISK
 PT0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0746_STAMPING: A 5 Q NO 1 1961
 PT0746_MARK LOGO: CGS
 PT0746_PROJECTION: FLUSH
 PT0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0746+STABILITY: SURFACE MOTION
 PT0746
 PT0746  HISTORY     - Date     Condition        Report By
 PT0746  HISTORY     - 1961     MONUMENTED       CGS
 PT0746  HISTORY     - 1962     GOOD             CGS
 PT0746
 PT0746                          STATION DESCRIPTION
 PT0746
 PT0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0746'13.8 MI SW FROM HILLAND.
 PT0746'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0746'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0746'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0746'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0746'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0746'DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A GRADED DIRT ROAD, IN
 PT0746'SECTION 17, T 3 N, R 18 E, 37 FEET WEST OF THE CENTER LINE OF
 PT0746'THE ROAD, 60 FEET NORTH-NORTHEAST OF A POWER POLE, 60.5 FEET
 PT0746'NORTH OF A 5 Q, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PT0746'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0745 ***********************************************************************
 PT0745  DESIGNATION -  A 5 Q RM 2
 PT0745  PID         -  PT0745
 PT0745  STATE/COUNTY-  SD/HAAKON
 PT0745  COUNTRY     -  US
 PT0745  USGS QUAD   -  GRINDSTONE (2017)
 PT0745
 PT0745                         *CURRENT SURVEY CONTROL
 PT0745  ______________________________________________________________________
 PT0745* NAD 83(1986) POSITION- 44 13 12.     (N) 101 57 45.     (W)   SCALED
 PT0745* NAVD 88 ORTHO HEIGHT -   843.137 (meters)     2766.19  (feet) ADJUSTED
 PT0745  ______________________________________________________________________
 PT0745  GEOID HEIGHT    -        -19.994 (meters)                     GEOID18
 PT0745  DYNAMIC HEIGHT  -        842.893 (meters)     2765.39  (feet) COMP
 PT0745  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 PT0745
 PT0745  VERT ORDER      -  SECOND    CLASS 0
 PT0745
 PT0745.The horizontal coordinates were scaled from a map and have
 PT0745.an estimated accuracy of +/- 6 seconds.
 PT0745
 PT0745.The orthometric height was determined by differential leveling and
 PT0745.adjusted by the NATIONAL GEODETIC SURVEY
 PT0745.in June 1991.
 PT0745
 PT0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0745.GEOID18 height accuracy estimate available here.
 PT0745
 PT0745.Click photographs - Photos may exist for this station.
 PT0745
 PT0745.The dynamic height is computed by dividing the NAVD 88
 PT0745.geopotential number by the normal gravity value computed on the
 PT0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0745.degrees latitude (g = 980.6199 gals.).
 PT0745
 PT0745.The modeled gravity was interpolated from observed gravity values.
 PT0745
 PT0745;                    North         East    Units  Estimated Accuracy
 PT0745;SPC SD S     -   210,880.      469,830.      MT  (+/- 180 meters Scaled)
 PT0745
 PT0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ633005(NAD 83)
 PT0745
 PT0745                          SUPERSEDED SURVEY CONTROL
 PT0745
 PT0745  NGVD 29 (??/??/92)  842.67   (m)         2764.7    (f) COMPUTED    2 0
 PT0745
 PT0745.Superseded values are not recommended for survey control.
 PT0745
 PT0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0745.See file dsdata.pdf to determine how the superseded data were derived.
 PT0745
 PT0745_MARKER: DR = REFERENCE MARK DISK
 PT0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0745_STAMPING: A 5 Q NO 2 1961
 PT0745_MARK LOGO: CGS
 PT0745_PROJECTION: FLUSH
 PT0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0745+STABILITY: SURFACE MOTION
 PT0745
 PT0745  HISTORY     - Date     Condition        Report By
 PT0745  HISTORY     - 1961     MONUMENTED       CGS
 PT0745  HISTORY     - 1962     GOOD             CGS
 PT0745
 PT0745                          STATION DESCRIPTION
 PT0745
 PT0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0745'13.8 MI SW FROM HILLAND.
 PT0745'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0745'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0745'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0745'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0745'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0745'DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A GRADED DIRT ROAD, IN
 PT0745'SECTION 17, T 3 N, R 18 E, 108 FEET WEST OF THE CENTER LINE OF
 PT0745'THE ROAD, 44 FEET WEST OF A POWER POLE, 65.0 FEET WEST OF A 5
 PT0745'Q 1961 AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0749 ***********************************************************************
 PT0749  DESIGNATION -  A 5 R
 PT0749  PID         -  PT0749
 PT0749  STATE/COUNTY-  SD/HAAKON
 PT0749  COUNTRY     -  US
 PT0749  USGS QUAD   -  GRINDSTONE (2017)
 PT0749
 PT0749                         *CURRENT SURVEY CONTROL
 PT0749  ______________________________________________________________________
 PT0749* NAD 83(1986) POSITION- 44 13 30.     (N) 101 57 43.     (W)   SCALED
 PT0749* NAVD 88 ORTHO HEIGHT -   840.192 (meters)     2756.53  (feet) ADJUSTED
 PT0749  ______________________________________________________________________
 PT0749  GEOID HEIGHT    -        -19.996 (meters)                     GEOID18
 PT0749  DYNAMIC HEIGHT  -        839.948 (meters)     2755.73  (feet) COMP
 PT0749  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 PT0749
 PT0749  VERT ORDER      -  SECOND    CLASS 0
 PT0749
 PT0749.The horizontal coordinates were scaled from a map and have
 PT0749.an estimated accuracy of +/- 6 seconds.
 PT0749
 PT0749.The orthometric height was determined by differential leveling and
 PT0749.adjusted by the NATIONAL GEODETIC SURVEY
 PT0749.in June 1991.
 PT0749
 PT0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0749.GEOID18 height accuracy estimate available here.
 PT0749
 PT0749.Click photographs - Photos may exist for this station.
 PT0749
 PT0749.The dynamic height is computed by dividing the NAVD 88
 PT0749.geopotential number by the normal gravity value computed on the
 PT0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0749.degrees latitude (g = 980.6199 gals.).
 PT0749
 PT0749.The modeled gravity was interpolated from observed gravity values.
 PT0749
 PT0749;                    North         East    Units  Estimated Accuracy
 PT0749;SPC SD S     -   211,430.      469,880.      MT  (+/- 180 meters Scaled)
 PT0749
 PT0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ634011(NAD 83)
 PT0749
 PT0749                          SUPERSEDED SURVEY CONTROL
 PT0749
 PT0749  NGVD 29 (??/??/92)  839.73   (m)         2755.0    (f) COMPUTED    2 0
 PT0749
 PT0749.Superseded values are not recommended for survey control.
 PT0749
 PT0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0749.See file dsdata.pdf to determine how the superseded data were derived.
 PT0749
 PT0749_MARKER: DS = TRIANGULATION STATION DISK
 PT0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0749_STAMPING: A 5 R 1961
 PT0749_MARK LOGO: CGS
 PT0749_PROJECTION: FLUSH
 PT0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0749+STABILITY: SURFACE MOTION
 PT0749
 PT0749  HISTORY     - Date     Condition        Report By
 PT0749  HISTORY     - 1961     MONUMENTED       CGS
 PT0749  HISTORY     - 1962     GOOD             CGS
 PT0749
 PT0749                          STATION DESCRIPTION
 PT0749
 PT0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0749'14.2 MI SW FROM HILLAND.
 PT0749'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0749'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0749'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0749'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0749'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A
 PT0749'GRADED DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD,
 PT0749'IN SECTION 16, T 3 N, R 18 E, ABOUT 0.1 MILE SOUTH OF A SHARP
 PT0749'CURVE IN THE ROAD, 50 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PT0749'21 FEET EAST OF A FENCE, 52 FEET NORTHEAST OF THE NORTHEAST
 PT0749'CORNER OF A CATTLE GUARD, 67.1 FEET SOUTHEAST OF A METAL WITNESS
 PT0749'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0749'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0751 ***********************************************************************
 PT0751  DESIGNATION -  A 5 R AZ MK
 PT0751  PID         -  PT0751
 PT0751  STATE/COUNTY-  SD/HAAKON
 PT0751  COUNTRY     -  US
 PT0751  USGS QUAD   -  GRINDSTONE (2017)
 PT0751
 PT0751                         *CURRENT SURVEY CONTROL
 PT0751  ______________________________________________________________________
 PT0751* NAD 83(1986) POSITION- 44 13 34.     (N) 101 58 01.     (W)   SCALED
 PT0751* NAVD 88 ORTHO HEIGHT -   846.034 (meters)     2775.70  (feet) ADJUSTED
 PT0751  ______________________________________________________________________
 PT0751  GEOID HEIGHT    -        -19.981 (meters)                     GEOID18
 PT0751  DYNAMIC HEIGHT  -        845.789 (meters)     2774.89  (feet) COMP
 PT0751  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 PT0751
 PT0751  VERT ORDER      -  SECOND    CLASS 0
 PT0751
 PT0751.The horizontal coordinates were scaled from a map and have
 PT0751.an estimated accuracy of +/- 6 seconds.
 PT0751
 PT0751.The orthometric height was determined by differential leveling and
 PT0751.adjusted by the NATIONAL GEODETIC SURVEY
 PT0751.in June 1991.
 PT0751
 PT0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0751.GEOID18 height accuracy estimate available here.
 PT0751
 PT0751.Click photographs - Photos may exist for this station.
 PT0751
 PT0751.The dynamic height is computed by dividing the NAVD 88
 PT0751.geopotential number by the normal gravity value computed on the
 PT0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0751.degrees latitude (g = 980.6199 gals.).
 PT0751
 PT0751.The modeled gravity was interpolated from observed gravity values.
 PT0751
 PT0751;                    North         East    Units  Estimated Accuracy
 PT0751;SPC SD S     -   211,560.      469,490.      MT  (+/- 180 meters Scaled)
 PT0751
 PT0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ630012(NAD 83)
 PT0751
 PT0751                          SUPERSEDED SURVEY CONTROL
 PT0751
 PT0751  NGVD 29 (??/??/92)  845.57   (m)         2774.2    (f) COMPUTED    2 0
 PT0751
 PT0751.Superseded values are not recommended for survey control.
 PT0751
 PT0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0751.See file dsdata.pdf to determine how the superseded data were derived.
 PT0751
 PT0751_MARKER: DZ = AZIMUTH MARK DISK
 PT0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0751_STAMPING: A 5 R 1961
 PT0751_MARK LOGO: CGS
 PT0751_PROJECTION: FLUSH
 PT0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0751+STABILITY: SURFACE MOTION
 PT0751
 PT0751  HISTORY     - Date     Condition        Report By
 PT0751  HISTORY     - 1961     MONUMENTED       CGS
 PT0751  HISTORY     - 1962     GOOD             CGS
 PT0751
 PT0751                          STATION DESCRIPTION
 PT0751
 PT0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0751'14.5 MI SW FROM HILLAND.
 PT0751'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0751'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0751'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0751'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0751'ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED
 PT0751'ROAD, IN SECTION 17, T 3 N, R 18 E, AT A ROAD JUNCTION, 87 FEET
 PT0751'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 55 FEET SOUTH
 PT0751'OF AN EAST-WEST FENCE, 4 1/2 FEET EAST OF A NORTH-SOUTH FENCE,
 PT0751'15 FEET NORTHEAST OF A POWER POLE, 4.0 FEET EAST OF A METAL
 PT0751'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IN
 PT0751'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0748 ***********************************************************************
 PT0748  DESIGNATION -  A 5 R RM 1
 PT0748  PID         -  PT0748
 PT0748  STATE/COUNTY-  SD/HAAKON
 PT0748  COUNTRY     -  US
 PT0748  USGS QUAD   -  GRINDSTONE (2017)
 PT0748
 PT0748                         *CURRENT SURVEY CONTROL
 PT0748  ______________________________________________________________________
 PT0748* NAD 83(1986) POSITION- 44 13 30.     (N) 101 57 43.     (W)   SCALED
 PT0748* NAVD 88 ORTHO HEIGHT -   839.957 (meters)     2755.76  (feet) ADJUSTED
 PT0748  ______________________________________________________________________
 PT0748  GEOID HEIGHT    -        -19.996 (meters)                     GEOID18
 PT0748  DYNAMIC HEIGHT  -        839.714 (meters)     2754.96  (feet) COMP
 PT0748  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 PT0748
 PT0748  VERT ORDER      -  SECOND    CLASS 0
 PT0748
 PT0748.The horizontal coordinates were scaled from a map and have
 PT0748.an estimated accuracy of +/- 6 seconds.
 PT0748
 PT0748.The orthometric height was determined by differential leveling and
 PT0748.adjusted by the NATIONAL GEODETIC SURVEY
 PT0748.in June 1991.
 PT0748
 PT0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0748.GEOID18 height accuracy estimate available here.
 PT0748
 PT0748.Click photographs - Photos may exist for this station.
 PT0748
 PT0748.The dynamic height is computed by dividing the NAVD 88
 PT0748.geopotential number by the normal gravity value computed on the
 PT0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0748.degrees latitude (g = 980.6199 gals.).
 PT0748
 PT0748.The modeled gravity was interpolated from observed gravity values.
 PT0748
 PT0748;                    North         East    Units  Estimated Accuracy
 PT0748;SPC SD S     -   211,430.      469,880.      MT  (+/- 180 meters Scaled)
 PT0748
 PT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ634011(NAD 83)
 PT0748
 PT0748                          SUPERSEDED SURVEY CONTROL
 PT0748
 PT0748  NGVD 29 (??/??/92)  839.49   (m)         2754.2    (f) COMPUTED    2 0
 PT0748
 PT0748.Superseded values are not recommended for survey control.
 PT0748
 PT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0748.See file dsdata.pdf to determine how the superseded data were derived.
 PT0748
 PT0748_MARKER: DR = REFERENCE MARK DISK
 PT0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0748_STAMPING: A 5 R NO 1 1961
 PT0748_MARK LOGO: CGS
 PT0748_PROJECTION: FLUSH
 PT0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0748+STABILITY: SURFACE MOTION
 PT0748
 PT0748  HISTORY     - Date     Condition        Report By
 PT0748  HISTORY     - 1961     MONUMENTED       CGS
 PT0748  HISTORY     - 1962     GOOD             CGS
 PT0748
 PT0748                          STATION DESCRIPTION
 PT0748
 PT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0748'14.2 MI SW FROM HILLAND.
 PT0748'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0748'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0748'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0748'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0748'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0748'DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, IN
 PT0748'SECTION 16, T 3 N, R 18 E, ABOUT 0.1 MILE SOUTH OF A SHARP CURVE
 PT0748'IN THE ROAD, 98 FEET EAST OF THE CENTER LINE OF THE ROAD, 69 FEET
 PT0748'EAST OF A FENCE, 63.7 FEET NORTHEAST OF A 5 R 1961, 63.5 FEET
 PT0748'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PT0748'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0750 ***********************************************************************
 PT0750  DESIGNATION -  A 5 R RM 2
 PT0750  PID         -  PT0750
 PT0750  STATE/COUNTY-  SD/HAAKON
 PT0750  COUNTRY     -  US
 PT0750  USGS QUAD   -  GRINDSTONE (2017)
 PT0750
 PT0750                         *CURRENT SURVEY CONTROL
 PT0750  ______________________________________________________________________
 PT0750* NAD 83(1986) POSITION- 44 13 30.     (N) 101 57 43.     (W)   SCALED
 PT0750* NAVD 88 ORTHO HEIGHT -   840.099 (meters)     2756.22  (feet) ADJUSTED
 PT0750  ______________________________________________________________________
 PT0750  GEOID HEIGHT    -        -19.996 (meters)                     GEOID18
 PT0750  DYNAMIC HEIGHT  -        839.855 (meters)     2755.42  (feet) COMP
 PT0750  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 PT0750
 PT0750  VERT ORDER      -  SECOND    CLASS 0
 PT0750
 PT0750.The horizontal coordinates were scaled from a map and have
 PT0750.an estimated accuracy of +/- 6 seconds.
 PT0750
 PT0750.The orthometric height was determined by differential leveling and
 PT0750.adjusted by the NATIONAL GEODETIC SURVEY
 PT0750.in June 1991.
 PT0750
 PT0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0750.GEOID18 height accuracy estimate available here.
 PT0750
 PT0750.Click photographs - Photos may exist for this station.
 PT0750
 PT0750.The dynamic height is computed by dividing the NAVD 88
 PT0750.geopotential number by the normal gravity value computed on the
 PT0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0750.degrees latitude (g = 980.6199 gals.).
 PT0750
 PT0750.The modeled gravity was interpolated from observed gravity values.
 PT0750
 PT0750;                    North         East    Units  Estimated Accuracy
 PT0750;SPC SD S     -   211,430.      469,880.      MT  (+/- 180 meters Scaled)
 PT0750
 PT0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ634011(NAD 83)
 PT0750
 PT0750                          SUPERSEDED SURVEY CONTROL
 PT0750
 PT0750  NGVD 29 (??/??/92)  839.63   (m)         2754.7    (f) COMPUTED    2 0
 PT0750
 PT0750.Superseded values are not recommended for survey control.
 PT0750
 PT0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0750.See file dsdata.pdf to determine how the superseded data were derived.
 PT0750
 PT0750_MARKER: DR = REFERENCE MARK DISK
 PT0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0750_STAMPING: A 5 R NO 2 1961
 PT0750_MARK LOGO: CGS
 PT0750_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0750+STABILITY: SURFACE MOTION
 PT0750
 PT0750  HISTORY     - Date     Condition        Report By
 PT0750  HISTORY     - 1961     MONUMENTED       CGS
 PT0750  HISTORY     - 1962     GOOD             CGS
 PT0750
 PT0750                          STATION DESCRIPTION
 PT0750
 PT0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0750'14.2 MI SW FROM HILLARD.
 PT0750'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0750'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0750'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0750'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0750'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0750'DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION
 PT0750'16, T 3 N, R 18 E, ABOUT 0.1 MILE SOUTH OF A SHARP CURVE IN THE
 PT0750'ROAD, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 90 FEET NORTH
 PT0750'OF THE NORTHEAST CORNER OF A CATTLE GUARD, 1 FOOT EAST OF A
 PT0750'FENCE, 69.8 FEET SOUTH-SOUTHEAST OF A 5 R 1961, 2.8 FEET NORTH
 PT0750'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PT0750'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0535 ***********************************************************************
 PS0535  DESIGNATION -  A 50
 PS0535  PID         -  PS0535
 PS0535  STATE/COUNTY-  SD/HYDE
 PS0535  COUNTRY     -  US
 PS0535  USGS QUAD   -  HOLABIRD (2017)
 PS0535
 PS0535                         *CURRENT SURVEY CONTROL
 PS0535  ______________________________________________________________________
 PS0535* NAD 83(1986) POSITION- 44 31 23.     (N) 099 35 56.     (W)   SCALED
 PS0535* NAVD 88 ORTHO HEIGHT -   545.564 (meters)     1789.90  (feet) ADJUSTED
 PS0535  ______________________________________________________________________
 PS0535  GEOID HEIGHT    -        -23.699 (meters)                     GEOID18
 PS0535  DYNAMIC HEIGHT  -        545.454 (meters)     1789.54  (feet) COMP
 PS0535  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 PS0535
 PS0535  VERT ORDER      -  FIRST     CLASS II
 PS0535
 PS0535.The horizontal coordinates were scaled from a map and have
 PS0535.an estimated accuracy of +/- 6 seconds.
 PS0535
 PS0535.The orthometric height was determined by differential leveling and
 PS0535.adjusted by the NATIONAL GEODETIC SURVEY
 PS0535.in October 1997.
 PS0535
 PS0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0535.GEOID18 height accuracy estimate available here.
 PS0535
 PS0535.Click photographs - Photos may exist for this station.
 PS0535
 PS0535.The dynamic height is computed by dividing the NAVD 88
 PS0535.geopotential number by the normal gravity value computed on the
 PS0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0535.degrees latitude (g = 980.6199 gals.).
 PS0535
 PS0535.The modeled gravity was interpolated from observed gravity values.
 PS0535
 PS0535;                    North         East    Units  Estimated Accuracy
 PS0535;SPC SD N     -    76,720.      631,890.      MT  (+/- 180 meters Scaled)
 PS0535
 PS0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ524301(NAD 83)
 PS0535
 PS0535                          SUPERSEDED SURVEY CONTROL
 PS0535
 PS0535  NAVD 88 (06/15/91)  545.485  (m)         1789.65   (f) SUPERSEDED  1 2
 PS0535  NGVD 29 (??/??/92)  545.125  (m)         1788.46   (f) ADJ UNCH    1 2
 PS0535
 PS0535.Superseded values are not recommended for survey control.
 PS0535
 PS0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0535.See file dsdata.pdf to determine how the superseded data were derived.
 PS0535
 PS0535_MARKER: DB = BENCH MARK DISK
 PS0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0535_STAMPING: A 50 1934
 PS0535_MARK LOGO: CGS
 PS0535_PROJECTION: FLUSH
 PS0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0535+STABILITY: SURFACE MOTION
 PS0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0535+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2016
 PS0535
 PS0535  HISTORY     - Date     Condition        Report By
 PS0535  HISTORY     - 1934     MONUMENTED       CGS
 PS0535  HISTORY     - 1940     GOOD             CGS
 PS0535  HISTORY     - 19941129 GOOD             NGS
 PS0535  HISTORY     - 20160707 GOOD             INDIV
 PS0535
 PS0535                          STATION DESCRIPTION
 PS0535
 PS0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0535'AT HOLABIRD.
 PS0535'AT HOLABIRD, HYDE COUNTY, ABOUT 1 POLE EAST OF THE CHICAGO AND
 PS0535'NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING, 32.8 FEET
 PS0535'EAST OF THE CENTER LINE OF THE ROAD, 27.0 FEET SOUTH OF THE
 PS0535'SOUTH RAIL OF THE MAIN TRACK, 21.9 FEET NORTH OF THE NORTH RAIL
 PS0535'OF A SIDETRACK, 2.2 FEET NORTHEAST OF A POLE, AND 0.8 FOOT WEST
 PS0535'OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED A 50 1934
 PS0535'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 PS0535'ABOVE GROUND.
 PS0535
 PS0535                          STATION RECOVERY (1940)
 PS0535
 PS0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0535'RECOVERED IN GOOD CONDITION.
 PS0535
 PS0535                          STATION RECOVERY (1994)
 PS0535
 PS0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0535'12.4 KM (7.70 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0535'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG
 PS0535'A GRAVELED ROAD, 9.6 M (31.5 FT) EAST OF THE CENTER OF THE ROAD, 8.3 M
 PS0535'(27.2 FT) SOUTH OF THE NEAR RAIL OF THE MAIN TRACK OF THE DAKOTA,
 PS0535'MINNESOTA AND EASTERN RAILROAD, 6.5 M (21.3 FT) NORTH OF THE NEAR RAIL
 PS0535'OF A SIDE TRACK, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 PS0535'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PS0535
 PS0535                          STATION RECOVERY (2016)
 PS0535
 PS0535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RJT)
 PS0535'POSITION BY RTK FROM STA G 464, N 789983.91, E 2160219.53
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0251 ***********************************************************************
 PS0251  DESIGNATION -  A 51
 PS0251  PID         -  PS0251
 PS0251  STATE/COUNTY-  SD/HAND
 PS0251  COUNTRY     -  US
 PS0251  USGS QUAD   -  MILLER (2017)
 PS0251
 PS0251                         *CURRENT SURVEY CONTROL
 PS0251  ______________________________________________________________________
 PS0251* NAD 83(1986) POSITION- 44 30 51.64   (N) 098 54 10.25   (W)   HD_HELD1
 PS0251* NAVD 88 ORTHO HEIGHT -   469.355 (meters)     1539.88  (feet) ADJUSTED
 PS0251  ______________________________________________________________________
 PS0251  GEOID HEIGHT    -        -24.640 (meters)                     GEOID18
 PS0251  DYNAMIC HEIGHT  -        469.266 (meters)     1539.58  (feet) COMP
 PS0251  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PS0251
 PS0251  VERT ORDER      -  FIRST     CLASS II
 PS0251
 PS0251.The horizontal coordinates were determined by differentially corrected
 PS0251.hand held GPS observations or other comparable positioning techniques
 PS0251.and have an estimated accuracy of +/- 3 meters.
 PS0251
 PS0251.The orthometric height was determined by differential leveling and
 PS0251.adjusted by the NATIONAL GEODETIC SURVEY
 PS0251.in October 1997.
 PS0251
 PS0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0251.GEOID18 height accuracy estimate available here.
 PS0251
 PS0251.Click photographs - Photos may exist for this station.
 PS0251
 PS0251.The dynamic height is computed by dividing the NAVD 88
 PS0251.geopotential number by the normal gravity value computed on the
 PS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0251.degrees latitude (g = 980.6199 gals.).
 PS0251
 PS0251.The modeled gravity was interpolated from observed gravity values.
 PS0251
 PS0251;                    North         East    Units  Estimated Accuracy
 PS0251;SPC SD N     -    76,266.7     687,230.5     MT  (+/- 3 meters HH1 GPS) 
 PS0251
 PS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0772129007(NAD 83)
 PS0251
 PS0251                          SUPERSEDED SURVEY CONTROL
 PS0251
 PS0251  NAVD 88 (06/15/91)  469.350  (m)         1539.86   (f) SUPERSEDED  1 2
 PS0251  NGVD 29 (??/??/92)  469.025  (m)         1538.79   (f) ADJ UNCH    1 2
 PS0251
 PS0251.Superseded values are not recommended for survey control.
 PS0251
 PS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0251.See file dsdata.pdf to determine how the superseded data were derived.
 PS0251
 PS0251_MARKER: DB = BENCH MARK DISK
 PS0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0251_STAMPING: A 51 1934
 PS0251_MARK LOGO: CGS
 PS0251_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0251+STABILITY: SURFACE MOTION
 PS0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0251+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0251
 PS0251  HISTORY     - Date     Condition        Report By
 PS0251  HISTORY     - 1934     MONUMENTED       CGS
 PS0251  HISTORY     - 1940     GOOD             CGS
 PS0251  HISTORY     - 19941102 GOOD             NGS
 PS0251
 PS0251                          STATION DESCRIPTION
 PS0251
 PS0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0251'1.8 MI E FROM ST LAWRENCE.
 PS0251'ABOUT 1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0251'FROM THE STATION AT ST. LAWRENCE, HAND COUNTY, ABOUT 23 POLES
 PS0251'WEST OF MILEPOST 398, AT A SECTION-LINE ROAD CROSSING, 96.2
 PS0251'FEET NORTH OF THE NORTH RAIL, 49.5 FEET EAST OF THE CENTER
 PS0251'LINE OF THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 PS0251'0.8 FOOT WEST OF A WHITE REFERENCE POST, AND ABOUT 1 FOOT LOWER
 PS0251'THAN THE TRACK.  A STANDARD DISK, STAMPED A 51 1934 AND SET
 PS0251'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 PS0251'GROUND.
 PS0251
 PS0251                          STATION RECOVERY (1940)
 PS0251
 PS0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0251'RECOVERED IN GOOD CONDITION.
 PS0251
 PS0251                          STATION RECOVERY (1994)
 PS0251
 PS0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0251'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0251'IN MILLER, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0251'29.4 M (96.5 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0251'EASTERN RAILROAD, 14.6 M (47.9 FT) EAST OF AND LEVEL WITH THE ROAD
 PS0251'CENTER, 8.7 M (28.5 FT) SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION
 PS0251'BOX, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PS0251'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0100 ***********************************************************************
 PS0100  DESIGNATION -  A 52
 PS0100  PID         -  PS0100
 PS0100  STATE/COUNTY-  SD/BEADLE
 PS0100  COUNTRY     -  US
 PS0100  USGS QUAD   -  HURON (2017)
 PS0100
 PS0100                         *CURRENT SURVEY CONTROL
 PS0100  ______________________________________________________________________
 PS0100* NAD 83(1986) POSITION- 44 21 53.     (N) 098 09 15.     (W)   SCALED
 PS0100* NAVD 88 ORTHO HEIGHT -   396.708 (meters)     1301.53  (feet) ADJUSTED
 PS0100  ______________________________________________________________________
 PS0100  GEOID HEIGHT    -        -25.036 (meters)                     GEOID18
 PS0100  DYNAMIC HEIGHT  -        396.642 (meters)     1301.32  (feet) COMP
 PS0100  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 PS0100
 PS0100  VERT ORDER      -  FIRST     CLASS II
 PS0100
 PS0100.The horizontal coordinates were scaled from a map and have
 PS0100.an estimated accuracy of +/- 6 seconds.
 PS0100
 PS0100.The orthometric height was determined by differential leveling and
 PS0100.adjusted by the NATIONAL GEODETIC SURVEY
 PS0100.in October 1997.
 PS0100
 PS0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0100.GEOID18 height accuracy estimate available here.
 PS0100
 PS0100.Click photographs - Photos may exist for this station.
 PS0100
 PS0100.The dynamic height is computed by dividing the NAVD 88
 PS0100.geopotential number by the normal gravity value computed on the
 PS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0100.degrees latitude (g = 980.6199 gals.).
 PS0100
 PS0100.The modeled gravity was interpolated from observed gravity values.
 PS0100
 PS0100;                    North         East    Units  Estimated Accuracy
 PS0100;SPC SD N     -    60,730.      747,130.      MT  (+/- 180 meters Scaled)
 PS0100
 PS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ673127(NAD 83)
 PS0100
 PS0100                          SUPERSEDED SURVEY CONTROL
 PS0100
 PS0100  NAVD 88 (06/15/91)  396.735  (m)         1301.62   (f) SUPERSEDED  1 2
 PS0100  NGVD 29 (??/??/92)  396.470  (m)         1300.75   (f) ADJ UNCH    1 2
 PS0100
 PS0100.Superseded values are not recommended for survey control.
 PS0100
 PS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0100.See file dsdata.pdf to determine how the superseded data were derived.
 PS0100
 PS0100_MARKER: DB = BENCH MARK DISK
 PS0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0100_STAMPING: A 52 1934
 PS0100_MARK LOGO: CGS
 PS0100_PROJECTION: FLUSH
 PS0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0100+STABILITY: SURFACE MOTION
 PS0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0100+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1994
 PS0100
 PS0100  HISTORY     - Date     Condition        Report By
 PS0100  HISTORY     - 1934     MONUMENTED       CGS
 PS0100  HISTORY     - 19941019 GOOD             NGS
 PS0100
 PS0100                          STATION DESCRIPTION
 PS0100
 PS0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0100'3.5 MI E FROM HURON.
 PS0100'ABOUT 3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0100'FROM THE POST OFFICE AT HURON, BEADLE COUNTY, ABOUT 9 POLES EAST
 PS0100'OF MILEPOST 360, AT A ROAD CROSSING, 39 FEET EAST OF THE CENTER
 PS0100'LINE OF THE ROAD, ABOUT 100 FEET NORTH OF THE CENTER LINE OF THE
 PS0100'TRACK, 9 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT
 PS0100'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 52 1934
 PS0100'AND SET IN THE TOP OF A CONCRETE POST.
 PS0100
 PS0100                          STATION RECOVERY (1994)
 PS0100
 PS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0100'4.8 KM (3.00 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0100'STATE HIGHWAY 37 IN HURON, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A
 PS0100'GRAVELED ROAD, 29.6 M (97.1 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA,
 PS0100'MINNESOTA AND EASTERN RAILROAD, 10.6 M (34.8 FT) EAST OF THE ROAD
 PS0100'CENTER, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 PS0100'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PS0100'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0357 ***********************************************************************
 OQ0357  DESIGNATION -  A 53
 OQ0357  PID         -  OQ0357
 OQ0357  STATE/COUNTY-  SD/MCCOOK
 OQ0357  COUNTRY     -  US
 OQ0357  USGS QUAD   -  SALEM (2017)
 OQ0357
 OQ0357                         *CURRENT SURVEY CONTROL
 OQ0357  ______________________________________________________________________
 OQ0357* NAD 83(1986) POSITION- 43 44 42.     (N) 097 24 32.     (W)   SCALED
 OQ0357* NAVD 88 ORTHO HEIGHT -   462.309 (meters)     1516.76  (feet) ADJUSTED
 OQ0357  ______________________________________________________________________
 OQ0357  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 OQ0357  DYNAMIC HEIGHT  -        462.196 (meters)     1516.39  (feet) COMP
 OQ0357  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 OQ0357
 OQ0357  VERT ORDER      -  SECOND    CLASS 0
 OQ0357
 OQ0357.The horizontal coordinates were scaled from a map and have
 OQ0357.an estimated accuracy of +/- 6 seconds.
 OQ0357
 OQ0357.The orthometric height was determined by differential leveling and
 OQ0357.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0357.in June 1991.
 OQ0357
 OQ0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0357.GEOID18 height accuracy estimate available here.
 OQ0357
 OQ0357.Click photographs - Photos may exist for this station.
 OQ0357
 OQ0357.The dynamic height is computed by dividing the NAVD 88
 OQ0357.geopotential number by the normal gravity value computed on the
 OQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0357.degrees latitude (g = 980.6199 gals.).
 OQ0357
 OQ0357.The modeled gravity was interpolated from observed gravity values.
 OQ0357
 OQ0357;                    North         East    Units  Estimated Accuracy
 OQ0357;SPC SD S     -   160,970.      835,490.      MT  (+/- 180 meters Scaled)
 OQ0357
 OQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP281447(NAD 83)
 OQ0357
 OQ0357                          SUPERSEDED SURVEY CONTROL
 OQ0357
 OQ0357  NGVD 29 (??/??/92)  462.015  (m)         1515.79   (f) ADJ UNCH    2 0
 OQ0357
 OQ0357.Superseded values are not recommended for survey control.
 OQ0357
 OQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0357.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0357
 OQ0357_MARKER: DB = BENCH MARK DISK
 OQ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0357_STAMPING: A 53 1934
 OQ0357_MARK LOGO: CGS
 OQ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0357+STABILITY: SURFACE MOTION
 OQ0357
 OQ0357  HISTORY     - Date     Condition        Report By
 OQ0357  HISTORY     - 1934     MONUMENTED       CGS
 OQ0357  HISTORY     - 1964     MARK NOT FOUND   USGS
 OQ0357
 OQ0357                          STATION DESCRIPTION
 OQ0357
 OQ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0357'2 MI NW FROM SALEM.
 OQ0357'ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OQ0357'RAILWAY FROM THE HIGH SCHOOL AT SALEM, MC COOK COUNTY, ABOUT
 OQ0357'21 POLES SOUTHEAST OF MILEPOST 78, AT A ROAD CROSSING, ABOUT
 OQ0357'60 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET
 OQ0357'NORTHEAST OF THE CENTER LINE OF THE TRACK, 9 FEET NORTH OF A
 OQ0357'POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 OQ0357'A 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OQ0357
 OQ0357                          STATION RECOVERY (1964)
 OQ0357
 OQ0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OQ0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0368 ***********************************************************************
 OQ0368  DESIGNATION -  A 54
 OQ0368  PID         -  OQ0368
 OQ0368  STATE/COUNTY-  SD/LAKE
 OQ0368  COUNTRY     -  US
 OQ0368  USGS QUAD   -  WINFRED (2017)
 OQ0368
 OQ0368                         *CURRENT SURVEY CONTROL
 OQ0368  ______________________________________________________________________
 OQ0368* NAD 83(1986) POSITION- 43 59 26.     (N) 097 17 19.     (W)   SCALED
 OQ0368* NAVD 88 ORTHO HEIGHT -   533.550 (meters)     1750.49  (feet) ADJUSTED
 OQ0368  ______________________________________________________________________
 OQ0368  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OQ0368  DYNAMIC HEIGHT  -        533.425 (meters)     1750.08  (feet) COMP
 OQ0368  MODELED GRAVITY -    980,369.1   (mgal)                       NAVD 88
 OQ0368
 OQ0368  VERT ORDER      -  SECOND    CLASS 0
 OQ0368
 OQ0368.The horizontal coordinates were scaled from a map and have
 OQ0368.an estimated accuracy of +/- 6 seconds.
 OQ0368
 OQ0368.The orthometric height was determined by differential leveling and
 OQ0368.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0368.in June 1991.
 OQ0368
 OQ0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0368.GEOID18 height accuracy estimate available here.
 OQ0368
 OQ0368.Click photographs - Photos may exist for this station.
 OQ0368
 OQ0368.The dynamic height is computed by dividing the NAVD 88
 OQ0368.geopotential number by the normal gravity value computed on the
 OQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0368.degrees latitude (g = 980.6199 gals.).
 OQ0368
 OQ0368.The modeled gravity was interpolated from observed gravity values.
 OQ0368
 OQ0368;                    North         East    Units  Estimated Accuracy
 OQ0368;SPC SD S     -   188,580.      844,170.      MT  (+/- 180 meters Scaled)
 OQ0368
 OQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP372722(NAD 83)
 OQ0368
 OQ0368                          SUPERSEDED SURVEY CONTROL
 OQ0368
 OQ0368  NGVD 29 (??/??/92)  533.245  (m)         1749.49   (f) ADJ UNCH    2 0
 OQ0368
 OQ0368.Superseded values are not recommended for survey control.
 OQ0368
 OQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0368.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0368
 OQ0368_MARKER: DB = BENCH MARK DISK
 OQ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0368_STAMPING: A 54 1934
 OQ0368_MARK LOGO: CGS
 OQ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0368+STABILITY: SURFACE MOTION
 OQ0368
 OQ0368  HISTORY     - Date     Condition        Report By
 OQ0368  HISTORY     - 1934     MONUMENTED       CGS
 OQ0368
 OQ0368                          STATION DESCRIPTION
 OQ0368
 OQ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0368'4 MI E FROM WINFRED.
 OQ0368'ABOUT 4.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0368'AND PACIFIC RAILROAD FROM THE STATION AT WINFRED, LAKE COUNTY,
 OQ0368'ABOUT 12 POLES EAST OF MILEPOST 343, AT A ROAD CROSSING, ABOUT
 OQ0368'45 FEET EAST OF THE CENTER LINE OF THE ROAD, 47 FEET SOUTH
 OQ0368'OF THE CENTER LINE OF THE TRACK, 8 FEET EAST OF THE RIGHT-OF-WAY
 OQ0368'FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN THE TRACK LEVEL.
 OQ0368'A STANDARD DISK, STAMPED A 54 1934 AND SET IN THE TOP OF A
 OQ0368'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0189 ***********************************************************************
 PR0189  DESIGNATION -  A 55
 PR0189  PID         -  PR0189
 PR0189  STATE/COUNTY-  SD/BROOKINGS
 PR0189  COUNTRY     -  US
 PR0189  USGS QUAD   -  WHITE SE (2017)
 PR0189
 PR0189                         *CURRENT SURVEY CONTROL
 PR0189  ______________________________________________________________________
 PR0189* NAD 83(1986) POSITION- 44 18 31.     (N) 096 37 04.     (W)   SCALED
 PR0189* NAVD 88 ORTHO HEIGHT -   506.088 (meters)     1660.39  (feet) ADJUSTED
 PR0189  ______________________________________________________________________
 PR0189  GEOID HEIGHT    -        -25.567 (meters)                     GEOID18
 PR0189  DYNAMIC HEIGHT  -        505.991 (meters)     1660.07  (feet) COMP
 PR0189  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 PR0189
 PR0189  VERT ORDER      -  FIRST     CLASS II
 PR0189
 PR0189.The horizontal coordinates were scaled from a map and have
 PR0189.an estimated accuracy of +/- 6 seconds.
 PR0189
 PR0189.The orthometric height was determined by differential leveling and
 PR0189.adjusted by the NATIONAL GEODETIC SURVEY
 PR0189.in October 1997.
 PR0189
 PR0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0189.GEOID18 height accuracy estimate available here.
 PR0189
 PR0189.Click photographs - Photos may exist for this station.
 PR0189
 PR0189.The dynamic height is computed by dividing the NAVD 88
 PR0189.geopotential number by the normal gravity value computed on the
 PR0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0189.degrees latitude (g = 980.6199 gals.).
 PR0189
 PR0189.The modeled gravity was interpolated from observed gravity values.
 PR0189
 PR0189;                    North         East    Units  Estimated Accuracy
 PR0189;SPC SD N     -    58,450.      869,790.      MT  (+/- 180 meters Scaled)
 PR0189
 PR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ900089(NAD 83)
 PR0189
 PR0189                          SUPERSEDED SURVEY CONTROL
 PR0189
 PR0189  NAVD 88 (06/15/91)  506.091  (m)         1660.40   (f) SUPERSEDED  1 2
 PR0189  NGVD 29 (??/??/92)  505.847  (m)         1659.60   (f) ADJ UNCH    1 2
 PR0189
 PR0189.Superseded values are not recommended for survey control.
 PR0189
 PR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0189.See file dsdata.pdf to determine how the superseded data were derived.
 PR0189
 PR0189_MARKER: DB = BENCH MARK DISK
 PR0189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0189_SP_SET: HEADWALL
 PR0189_STAMPING: A 55 1934
 PR0189_MARK LOGO: CGS
 PR0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0189+STABILITY: SURFACE MOTION
 PR0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0189+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR0189
 PR0189  HISTORY     - Date     Condition        Report By
 PR0189  HISTORY     - 1934     MONUMENTED       CGS
 PR0189  HISTORY     - 19940916 GOOD             NGS
 PR0189
 PR0189                          STATION DESCRIPTION
 PR0189
 PR0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0189'1.8 MI S FROM BUSHNELL.
 PR0189'1.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0189'RAILWAY FROM THE STATION AT BUSHNELL, BROOKINGS COUNTY, ABOUT
 PR0189'4 POLES SOUTH OF MILEPOST 342, AT A CONCRETE CULVERT, IN THE
 PR0189'SOUTH END OF THE EAST CONCRETE HEAD WALL, AND ABOUT 1 FOOT
 PR0189'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 55 1934.
 PR0189
 PR0189                          STATION RECOVERY (1994)
 PR0189
 PR0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0189'11.0 KM (6.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PR0189'INTERSTATE HIGHWAY 29 IN BROOKINGS, THENCE 0.3 KM (0.20 MI)
 PR0189'SOUTH-EASTERLY ALONG A RAILROAD GRADE (TRACK REMOVED), IN TOP OF AND
 PR0189'0.6 M (2.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 PR0189'CONCRETE HEADWALL OF A BOX CULVERT, 3.8 M (12.5 FT) NORTHEAST OF THE
 PR0189'CENTER OF THE GRADE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0308 ***********************************************************************
 PR0308  DESIGNATION -  A 56 RESET
 PR0308  PID         -  PR0308
 PR0308  STATE/COUNTY-  SD/DEUEL
 PR0308  COUNTRY     -  US
 PR0308  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0308
 PR0308                         *CURRENT SURVEY CONTROL
 PR0308  ______________________________________________________________________
 PR0308* NAD 83(1986) POSITION- 44 45 39.     (N) 096 40 56.     (W)   SCALED
 PR0308* NAVD 88 ORTHO HEIGHT -   547.06  (meters)     1794.8   (feet) RESET
 PR0308  ______________________________________________________________________
 PR0308  GEOID HEIGHT    -        -25.259 (meters)                     GEOID18
 PR0308  VERT ORDER      -  THIRD
 PR0308
 PR0308.The horizontal coordinates were scaled from a map and have
 PR0308.an estimated accuracy of +/- 6 seconds.
 PR0308
 PR0308.The orthometric height was computed from unverified reset data.
 PR0308
 PR0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0308.GEOID18 height accuracy estimate available here.
 PR0308
 PR0308.Click photographs - Photos may exist for this station.
 PR0308
 PR0308;                    North         East    Units  Estimated Accuracy
 PR0308;SPC SD N     -   108,450.      862,600.      MT  (+/- 180 meters Scaled)
 PR0308
 PR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ834589(NAD 83)
 PR0308
 PR0308                          SUPERSEDED SURVEY CONTROL
 PR0308
 PR0308.No superseded survey control is available for this station.
 PR0308
 PR0308_MARKER: DB = BENCH MARK DISK
 PR0308_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0308_SP_SET: CULVERT
 PR0308_STAMPING: A 56 RESET 1935
 PR0308_MARK LOGO: CGS
 PR0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0308+STABILITY: SURFACE MOTION
 PR0308
 PR0308  HISTORY     - Date     Condition        Report By
 PR0308  HISTORY     - 1935     MONUMENTED       CGS
 PR0308  HISTORY     - 1973     GOOD             USGS
 PR0308
 PR0308                          STATION DESCRIPTION
 PR0308
 PR0308'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0308'AT CLEAR LAKE.
 PR0308'AT THE NORTH EDGE OF CLEAR LAKE, T 115 N R 49 W, 120 FEET SOUTH
 PR0308'OF APPROX CORNER OF SECTIONS 14-15-22-23, 14 FEET EAST OF U.S.
 PR0308'HWY 77, SET IN THE SE HANDRAIL AND ABOUT 4 FEET HIGHER THAN THE
 PR0308'HWY AT A CULVERT, A STD DISK STAMPED A 56 RESET 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0638 ***********************************************************************
 PR0638  DESIGNATION -  A 57
 PR0638  PID         -  PR0638
 PR0638  STATE/COUNTY-  SD/CLARK
 PR0638  COUNTRY     -  US
 PR0638  USGS QUAD   -  NAPLES (2017)
 PR0638
 PR0638                         *CURRENT SURVEY CONTROL
 PR0638  ______________________________________________________________________
 PR0638* NAD 83(1986) POSITION- 44 51 29.     (N) 097 33 28.     (W)   SCALED
 PR0638* NAVD 88 ORTHO HEIGHT -   554.539 (meters)     1819.35  (feet) ADJUSTED
 PR0638  ______________________________________________________________________
 PR0638  GEOID HEIGHT    -        -24.745 (meters)                     GEOID18
 PR0638  DYNAMIC HEIGHT  -        554.455 (meters)     1819.07  (feet) COMP
 PR0638  MODELED GRAVITY -    980,448.7   (mgal)                       NAVD 88
 PR0638
 PR0638  VERT ORDER      -  SECOND    CLASS 0
 PR0638
 PR0638.The horizontal coordinates were scaled from a map and have
 PR0638.an estimated accuracy of +/- 6 seconds.
 PR0638
 PR0638.The orthometric height was determined by differential leveling and
 PR0638.adjusted by the NATIONAL GEODETIC SURVEY
 PR0638.in June 1991.
 PR0638
 PR0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0638.GEOID18 height accuracy estimate available here.
 PR0638
 PR0638.Click photographs - Photos may exist for this station.
 PR0638
 PR0638.The dynamic height is computed by dividing the NAVD 88
 PR0638.geopotential number by the normal gravity value computed on the
 PR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0638.degrees latitude (g = 980.6199 gals.).
 PR0638
 PR0638.The modeled gravity was interpolated from observed gravity values.
 PR0638
 PR0638;                    North         East    Units  Estimated Accuracy
 PR0638;SPC SD N     -   116,780.      793,000.      MT  (+/- 180 meters Scaled)
 PR0638
 PR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ139681(NAD 83)
 PR0638
 PR0638                          SUPERSEDED SURVEY CONTROL
 PR0638
 PR0638  NGVD 29 (??/??/92)  554.236  (m)         1818.36   (f) ADJ UNCH    2 0
 PR0638
 PR0638.Superseded values are not recommended for survey control.
 PR0638
 PR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0638.See file dsdata.pdf to determine how the superseded data were derived.
 PR0638
 PR0638_MARKER: DB = BENCH MARK DISK
 PR0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0638_STAMPING: A 57 1934
 PR0638_MARK LOGO: CGS
 PR0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0638+STABILITY: SURFACE MOTION
 PR0638
 PR0638  HISTORY     - Date     Condition        Report By
 PR0638  HISTORY     - 1934     MONUMENTED       CGS
 PR0638  HISTORY     - 1973     GOOD             USGS
 PR0638
 PR0638                          STATION DESCRIPTION
 PR0638
 PR0638'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0638'5.7 MI N FROM NAPLES.
 PR0638'NAPLES, CLARK COUNTY, 5.7 MI. NORTH ALONG TRACKS IN THE NE 1/4
 PR0638'OF SEC. 16, R. 56 W., T. 116 N., 1760 FT., (STADIA DISTANCE) SE
 PR0638'ALONG RAILROAD TRACKS AND 41 FT. EAST OF CENTERLINE OF RAILROAD
 PR0638'GRADE, 263 FT. SSE OF WEST FENCE CORNER ON E-W FENCE AND 240
 PR0638'FT. SOUTH OF EAST FENCE CORNER ON E-W FENCE.  A STANDARD DISK
 PR0638'STAMPED A 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0278 ***********************************************************************
 QQ0278  DESIGNATION -  A 58
 QQ0278  PID         -  QQ0278
 QQ0278  STATE/COUNTY-  SD/DAY
 QQ0278  COUNTRY     -  US
 QQ0278  USGS QUAD   -  BRISTOL WEST (2017)
 QQ0278
 QQ0278                         *CURRENT SURVEY CONTROL
 QQ0278  ______________________________________________________________________
 QQ0278* NAD 83(1986) POSITION- 45 20 47.     (N) 097 45 01.     (W)   SCALED
 QQ0278* NAVD 88 ORTHO HEIGHT -   545.765 (meters)     1790.56  (feet) ADJUSTED
 QQ0278  ______________________________________________________________________
 QQ0278  GEOID HEIGHT    -        -24.882 (meters)                     GEOID18
 QQ0278  DYNAMIC HEIGHT  -        545.703 (meters)     1790.36  (feet) COMP
 QQ0278  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 QQ0278
 QQ0278  VERT ORDER      -  FIRST     CLASS II
 QQ0278
 QQ0278.The horizontal coordinates were scaled from a map and have
 QQ0278.an estimated accuracy of +/- 6 seconds.
 QQ0278
 QQ0278.The orthometric height was determined by differential leveling and
 QQ0278.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0278.in June 1991.
 QQ0278
 QQ0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0278.GEOID18 height accuracy estimate available here.
 QQ0278
 QQ0278.Click photographs - Photos may exist for this station.
 QQ0278
 QQ0278.The dynamic height is computed by dividing the NAVD 88
 QQ0278.geopotential number by the normal gravity value computed on the
 QQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0278.degrees latitude (g = 980.6199 gals.).
 QQ0278
 QQ0278.The modeled gravity was interpolated from observed gravity values.
 QQ0278
 QQ0278;                    North         East    Units  Estimated Accuracy
 QQ0278;SPC SD N     -   170,590.      776,280.      MT  (+/- 180 meters Scaled)
 QQ0278
 QQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR979221(NAD 83)
 QQ0278
 QQ0278                          SUPERSEDED SURVEY CONTROL
 QQ0278
 QQ0278  NGVD 29 (??/??/92)  545.472  (m)         1789.60   (f) ADJ UNCH    1 2
 QQ0278
 QQ0278.Superseded values are not recommended for survey control.
 QQ0278
 QQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0278.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0278
 QQ0278_MARKER: DB = BENCH MARK DISK
 QQ0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0278_SP_SET: BUILDING
 QQ0278_STAMPING: A 58 1934
 QQ0278_MARK LOGO: CGS
 QQ0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0278+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0278
 QQ0278  HISTORY     - Date     Condition        Report By
 QQ0278  HISTORY     - 1934     MONUMENTED       CGS
 QQ0278  HISTORY     - 19950101 GOOD             SDDENR
 QQ0278  HISTORY     - 19970314 GOOD             NGS
 QQ0278
 QQ0278                          STATION DESCRIPTION
 QQ0278
 QQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0278'AT BRISTOL.
 QQ0278'AT BRISTOL, DAY COUNTY, ON MAIN STREET, AT THE FIRST NATIONAL
 QQ0278'BANK, IN THE LIMESTONE BUILDING BLOCK AT THE NORTHWEST CORNER OF
 QQ0278'THE BUILDING, IN THE ANGLE BETWEEN THE WEST WALL OF THE BUILDING
 QQ0278'AND THE SOUTHWEST WALL OF A STORM DOOR STRUCTURE, AND ABOUT 2
 QQ0278'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED A 58 1934 AND
 QQ0278'SET VERTICALLY.
 QQ0278
 QQ0278                          STATION RECOVERY (1995)
 QQ0278
 QQ0278'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0278'FOUND IN GOOD CONDITION.
 QQ0278
 QQ0278                          STATION RECOVERY (1997)
 QQ0278
 QQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0278'IN BRISTOL, AT THE INTERSECTION OF MAIN STREET AND FIRST AVENUE, SET
 QQ0278'VERTICALLY IN THE WEST FACE OF A VACANT BUILDING (FORMER BANK), 13.4 M
 QQ0278'(44.0 FT) EAST OF THE STREET CENTER, 6.6 M (21.7 FT) SOUTH OF THE
 QQ0278'AVENUE CENTER, 1.4 M (4.6 FT) SOUTHEAST OF THE WEST CORNER OF THE
 QQ0278'BANK, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0021 ***********************************************************************
 PS0021  DESIGNATION -  A 59
 PS0021  PID         -  PS0021
 PS0021  STATE/COUNTY-  SD/SPINK
 PS0021  COUNTRY     -  US
 PS0021  USGS QUAD   -  FRANKFORT (2017)
 PS0021
 PS0021                         *CURRENT SURVEY CONTROL
 PS0021  ______________________________________________________________________
 PS0021* NAD 83(1986) POSITION- 44 52 30.05   (N) 098 17 54.62   (W)   HD_HELD1
 PS0021* NAVD 88 ORTHO HEIGHT -   395.308 (meters)     1296.94  (feet) ADJUSTED
 PS0021  ______________________________________________________________________
 PS0021  GEOID HEIGHT    -        -24.348 (meters)                     GEOID18
 PS0021  DYNAMIC HEIGHT  -        395.267 (meters)     1296.81  (feet) COMP
 PS0021  MODELED GRAVITY -    980,500.8   (mgal)                       NAVD 88
 PS0021
 PS0021  VERT ORDER      -  SECOND    CLASS 0
 PS0021
 PS0021.The horizontal coordinates were determined by differentially corrected
 PS0021.hand held GPS observations or other comparable positioning techniques
 PS0021.and have an estimated accuracy of +/- 3 meters.
 PS0021
 PS0021.The orthometric height was determined by differential leveling and
 PS0021.adjusted by the NATIONAL GEODETIC SURVEY
 PS0021.in June 1991.
 PS0021
 PS0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0021.GEOID18 height accuracy estimate available here.
 PS0021
 PS0021.Click photographs - Photos may exist for this station.
 PS0021
 PS0021.The dynamic height is computed by dividing the NAVD 88
 PS0021.geopotential number by the normal gravity value computed on the
 PS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0021.degrees latitude (g = 980.6199 gals.).
 PS0021
 PS0021.The modeled gravity was interpolated from observed gravity values.
 PS0021
 PS0021;                    North         East    Units  Estimated Accuracy
 PS0021;SPC SD N     -   117,166.4     734,431.3     MT  (+/- 3 meters HH1 GPS) 
 PS0021
 PS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5540869305(NAD 83)
 PS0021
 PS0021                          SUPERSEDED SURVEY CONTROL
 PS0021
 PS0021  NGVD 29 (??/??/92)  395.027  (m)         1296.02   (f) ADJ UNCH    2 0
 PS0021
 PS0021.Superseded values are not recommended for survey control.
 PS0021
 PS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0021.See file dsdata.pdf to determine how the superseded data were derived.
 PS0021
 PS0021_MARKER: DB = BENCH MARK DISK
 PS0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0021_STAMPING: A 59 1934
 PS0021_MARK LOGO: CGS
 PS0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0021+STABILITY: SURFACE MOTION
 PS0021
 PS0021  HISTORY     - Date     Condition        Report By
 PS0021  HISTORY     - 1934     MONUMENTED       CGS
 PS0021  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0021
 PS0021                          STATION DESCRIPTION
 PS0021
 PS0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0021'AT FRANKFORT.
 PS0021'AT FRANKFORT, SPINK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PS0021'RAILWAY, ABOUT 5 POLES WEST OF MILEPOST 379, 42 FEET NORTH OF THE
 PS0021'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A
 PS0021'STANDARD DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A CONCRETE
 PS0021'POST.
 PS0021
 PS0021                          STATION RECOVERY (1995)
 PS0021
 PS0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0021'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0021'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0344 ***********************************************************************
 OQ0344  DESIGNATION -  A 6
 OQ0344  PID         -  OQ0344
 OQ0344  STATE/COUNTY-  SD/MCCOOK
 OQ0344  COUNTRY     -  US
 OQ0344  USGS QUAD   -  MONTROSE (2017)
 OQ0344
 OQ0344                         *CURRENT SURVEY CONTROL
 OQ0344  ______________________________________________________________________
 OQ0344* NAD 83(1986) POSITION- 43 41 51.     (N) 097 11 12.     (W)   SCALED
 OQ0344* NAVD 88 ORTHO HEIGHT -   451.295 (meters)     1480.62  (feet) ADJUSTED
 OQ0344  ______________________________________________________________________
 OQ0344  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 OQ0344  DYNAMIC HEIGHT  -        451.179 (meters)     1480.24  (feet) COMP
 OQ0344  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 OQ0344
 OQ0344  VERT ORDER      -  FIRST     CLASS II
 OQ0344
 OQ0344.The horizontal coordinates were scaled from a map and have
 OQ0344.an estimated accuracy of +/- 6 seconds.
 OQ0344
 OQ0344.The orthometric height was determined by differential leveling and
 OQ0344.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0344.in June 1991.
 OQ0344
 OQ0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0344.GEOID18 height accuracy estimate available here.
 OQ0344
 OQ0344.Click photographs - Photos may exist for this station.
 OQ0344
 OQ0344.The dynamic height is computed by dividing the NAVD 88
 OQ0344.geopotential number by the normal gravity value computed on the
 OQ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0344.degrees latitude (g = 980.6199 gals.).
 OQ0344
 OQ0344.The modeled gravity was interpolated from observed gravity values.
 OQ0344
 OQ0344;                    North         East    Units  Estimated Accuracy
 OQ0344;SPC SD S     -   156,350.      853,580.      MT  (+/- 180 meters Scaled)
 OQ0344
 OQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP461398(NAD 83)
 OQ0344
 OQ0344                          SUPERSEDED SURVEY CONTROL
 OQ0344
 OQ0344  NGVD 29 (??/??/92)  451.003  (m)         1479.67   (f) ADJ UNCH    1 2
 OQ0344
 OQ0344.Superseded values are not recommended for survey control.
 OQ0344
 OQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0344.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0344
 OQ0344_MARKER: DB = BENCH MARK DISK
 OQ0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0344_SP_SET: FOUNDATION BLOCK
 OQ0344_STAMPING: 1479.666 A 6 1925
 OQ0344_MARK LOGO: CGS
 OQ0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0344
 OQ0344  HISTORY     - Date     Condition        Report By
 OQ0344  HISTORY     - 1925     MONUMENTED       CGS
 OQ0344  HISTORY     - 1962     MARK NOT FOUND   USGS
 OQ0344  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0344
 OQ0344                          STATION DESCRIPTION
 OQ0344
 OQ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0344'AT MONTROSE.
 OQ0344'AT MONTROSE, MC COOK COUNTY, AT THE EAST SIDE OF THE PUBLIC
 OQ0344'SCHOOL, 7-1/2 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE, IN
 OQ0344'A CONCRETE FOUNDATION BLOCK, AND 2.6 FEET ABOVE THE CONCRETE WALK.
 OQ0344'A STANDARD DISK, STAMPED 1479.666 A 6 1925 AND SET VERTICALLY.
 OQ0344
 OQ0344                          STATION RECOVERY (1962)
 OQ0344
 OQ0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OQ0344'MARK NOT FOUND.
 OQ0344
 OQ0344                          STATION RECOVERY (2012)
 OQ0344
 OQ0344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0258 ***********************************************************************
 OR0258  DESIGNATION -  A 6
 OR0258  PID         -  OR0258
 OR0258  STATE/COUNTY-  SD/CHARLES MIX
 OR0258  COUNTRY     -  US
 OR0258  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0258
 OR0258                         *CURRENT SURVEY CONTROL
 OR0258  ______________________________________________________________________
 OR0258* NAD 83(1986) POSITION- 43 04 23.     (N) 098 32 34.     (W)   SCALED
 OR0258* NAVD 88 ORTHO HEIGHT -   403.014 (meters)     1322.22  (feet) ADJUSTED
 OR0258  ______________________________________________________________________
 OR0258  GEOID HEIGHT    -        -26.260 (meters)                     GEOID18
 OR0258  DYNAMIC HEIGHT  -        402.880 (meters)     1321.78  (feet) COMP
 OR0258  MODELED GRAVITY -    980,277.7   (mgal)                       NAVD 88
 OR0258
 OR0258  VERT ORDER      -  FIRST     CLASS II
 OR0258
 OR0258.The horizontal coordinates were scaled from a map and have
 OR0258.an estimated accuracy of +/- 6 seconds.
 OR0258
 OR0258.The orthometric height was determined by differential leveling and
 OR0258.adjusted by the NATIONAL GEODETIC SURVEY
 OR0258.in June 1991.
 OR0258
 OR0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0258.GEOID18 height accuracy estimate available here.
 OR0258
 OR0258.Click photographs - Photos may exist for this station.
 OR0258
 OR0258.The dynamic height is computed by dividing the NAVD 88
 OR0258.geopotential number by the normal gravity value computed on the
 OR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0258.degrees latitude (g = 980.6199 gals.).
 OR0258
 OR0258.The modeled gravity was interpolated from observed gravity values.
 OR0258
 OR0258;                    North         East    Units  Estimated Accuracy
 OR0258;SPC SD S     -    83,750.      745,810.      MT  (+/- 180 meters Scaled)
 OR0258
 OR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN372690(NAD 83)
 OR0258
 OR0258                          SUPERSEDED SURVEY CONTROL
 OR0258
 OR0258  NGVD 29 (??/??/92)  402.712  (m)         1321.23   (f) ADJ UNCH    1 2
 OR0258
 OR0258.Superseded values are not recommended for survey control.
 OR0258
 OR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0258.See file dsdata.pdf to determine how the superseded data were derived.
 OR0258
 OR0258_MARKER: DD = SURVEY DISK
 OR0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0258_STAMPING: A 6 1321.063
 OR0258_MARK LOGO: USACE
 OR0258_PROJECTION: FLUSH
 OR0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0258+STABILITY: SURFACE MOTION
 OR0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0258+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0258
 OR0258  HISTORY     - Date     Condition        Report By
 OR0258  HISTORY     - UNK      MONUMENTED       DOD
 OR0258  HISTORY     - 1949     GOOD             CGS
 OR0258  HISTORY     - 20121212 GOOD             INDIV
 OR0258
 OR0258                          STATION DESCRIPTION
 OR0258
 OR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0258'AT PICKSTOWN.
 OR0258'AT PICKSTOWN, 0.4 MILE WEST ALONG THE ACCESS HIGHWAY FROM THE
 OR0258'JUNCTION OF THE ACCESS HIGHWAY WITH LEWIS AVENUE, THENCE 0.35
 OR0258'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.15 MILE NORTHEAST
 OR0258'ALONG A GRAVEL ROAD, ABOUT 120 YARDS EAST OF A SMALL FRAME
 OR0258'FARMHOUSE, 288.8 FEET NORTH OF BENCH MARK L 1 (C. OF E.), 23.5
 OR0258'FEET EAST OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE
 OR0258'ROAD, 2.0 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET SOUTHWEST
 OR0258'OF A WHITE 2 IN X 4 IN MARKER POST, AND SET IN THE TOP OF A
 OR0258'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OR0258
 OR0258                          STATION RECOVERY (2012)
 OR0258
 OR0258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0569 ***********************************************************************
 PU0569  DESIGNATION -  A 6 0
 PU0569  PID         -  PU0569
 PU0569  STATE/COUNTY-  SD/PENNINGTON
 PU0569  COUNTRY     -  US
 PU0569  USGS QUAD   -  PEDRO SE (2017)
 PU0569
 PU0569                         *CURRENT SURVEY CONTROL
 PU0569  ______________________________________________________________________
 PU0569* NAD 83(1986) POSITION- 44 15 44.     (N) 102 01 59.     (W)   SCALED
 PU0569* NAVD 88 ORTHO HEIGHT -   855.872 (meters)     2807.97  (feet) ADJUSTED
 PU0569  ______________________________________________________________________
 PU0569  GEOID HEIGHT    -        -19.798 (meters)                     GEOID18
 PU0569  DYNAMIC HEIGHT  -        855.628 (meters)     2807.17  (feet) COMP
 PU0569  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 PU0569
 PU0569  VERT ORDER      -  SECOND    CLASS 0
 PU0569
 PU0569.The horizontal coordinates were scaled from a map and have
 PU0569.an estimated accuracy of +/- 6 seconds.
 PU0569
 PU0569.The orthometric height was determined by differential leveling and
 PU0569.adjusted by the NATIONAL GEODETIC SURVEY
 PU0569.in June 1991.
 PU0569
 PU0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0569.GEOID18 height accuracy estimate available here.
 PU0569
 PU0569.Click photographs - Photos may exist for this station.
 PU0569
 PU0569.The dynamic height is computed by dividing the NAVD 88
 PU0569.geopotential number by the normal gravity value computed on the
 PU0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0569.degrees latitude (g = 980.6199 gals.).
 PU0569
 PU0569.The modeled gravity was interpolated from observed gravity values.
 PU0569
 PU0569;                    North         East    Units  Estimated Accuracy
 PU0569;SPC SD S     -   215,680.      464,290.      MT  (+/- 180 meters Scaled)
 PU0569
 PU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK368052(NAD 83)
 PU0569
 PU0569                          SUPERSEDED SURVEY CONTROL
 PU0569
 PU0569  NGVD 29 (??/??/92)  855.41   (m)         2806.5    (f) COMPUTED    2 0
 PU0569
 PU0569.Superseded values are not recommended for survey control.
 PU0569
 PU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0569.See file dsdata.pdf to determine how the superseded data were derived.
 PU0569
 PU0569_MARKER: DS = TRIANGULATION STATION DISK
 PU0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0569_STAMPING: A 6 0 1961
 PU0569_MARK LOGO: CGS
 PU0569_PROJECTION: FLUSH
 PU0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0569+STABILITY: SURFACE MOTION
 PU0569
 PU0569  HISTORY     - Date     Condition        Report By
 PU0569  HISTORY     - 1961     MONUMENTED       CGS
 PU0569  HISTORY     - 1962     GOOD             CGS
 PU0569
 PU0569                          STATION DESCRIPTION
 PU0569
 PU0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0569'14.9 MI SW FROM HILLAND.
 PU0569'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0569'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0569'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0569'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0569'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0569'THENCE 3.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 PU0569'EAST ACROSS COUNTRY, ON THE CREST OF A RIDGE, IN SECTION 35,
 PU0569'T 4 N, R 17 E, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0569'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0566 ***********************************************************************
 PU0566  DESIGNATION -  A 6 0 AZ MK
 PU0566  PID         -  PU0566
 PU0566  STATE/COUNTY-  SD/PENNINGTON
 PU0566  COUNTRY     -  US
 PU0566  USGS QUAD   -  PEDRO SE (2017)
 PU0566
 PU0566                         *CURRENT SURVEY CONTROL
 PU0566  ______________________________________________________________________
 PU0566* NAD 83(1986) POSITION- 44 16 01.     (N) 102 02 24.     (W)   SCALED
 PU0566* NAVD 88 ORTHO HEIGHT -   853.136 (meters)     2799.00  (feet) ADJUSTED
 PU0566  ______________________________________________________________________
 PU0566  GEOID HEIGHT    -        -19.782 (meters)                     GEOID18
 PU0566  DYNAMIC HEIGHT  -        852.893 (meters)     2798.20  (feet) COMP
 PU0566  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 PU0566
 PU0566  VERT ORDER      -  SECOND    CLASS 0
 PU0566
 PU0566.The horizontal coordinates were scaled from a map and have
 PU0566.an estimated accuracy of +/- 6 seconds.
 PU0566
 PU0566.The orthometric height was determined by differential leveling and
 PU0566.adjusted by the NATIONAL GEODETIC SURVEY
 PU0566.in June 1991.
 PU0566
 PU0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0566.GEOID18 height accuracy estimate available here.
 PU0566
 PU0566.Click photographs - Photos may exist for this station.
 PU0566
 PU0566.The dynamic height is computed by dividing the NAVD 88
 PU0566.geopotential number by the normal gravity value computed on the
 PU0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0566.degrees latitude (g = 980.6199 gals.).
 PU0566
 PU0566.The modeled gravity was interpolated from observed gravity values.
 PU0566
 PU0566;                    North         East    Units  Estimated Accuracy
 PU0566;SPC SD S     -   216,220.      463,740.      MT  (+/- 180 meters Scaled)
 PU0566
 PU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK362057(NAD 83)
 PU0566
 PU0566                          SUPERSEDED SURVEY CONTROL
 PU0566
 PU0566  NGVD 29 (??/??/92)  852.67   (m)         2797.5    (f) COMPUTED    2 0
 PU0566
 PU0566.Superseded values are not recommended for survey control.
 PU0566
 PU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0566.See file dsdata.pdf to determine how the superseded data were derived.
 PU0566
 PU0566_MARKER: DZ = AZIMUTH MARK DISK
 PU0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0566_STAMPING: A 6 0 1961
 PU0566_MARK LOGO: CGS
 PU0566_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0566+STABILITY: SURFACE MOTION
 PU0566
 PU0566  HISTORY     - Date     Condition        Report By
 PU0566  HISTORY     - 1961     MONUMENTED       CGS
 PU0566  HISTORY     - 1962     GOOD             CGS
 PU0566
 PU0566                          STATION DESCRIPTION
 PU0566
 PU0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0566'14.4 MI SW FROM HILLAND.
 PU0566'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0566'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0566'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PU0566'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 PU0566'ALONG A GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED
 PU0566'DIRT ROAD, THENCE 3.15 MILES SOUTH ALONG A GRAVELED ROAD, 35 FEET
 PU0566'WEST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTH OF THE CENTER
 PU0566'OF A WIRE GATE, 1 FOOT WEST OF A FENCE, 1.7 FEET WEST OF A METAL
 PU0566'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0566'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0570 ***********************************************************************
 PU0570  DESIGNATION -  A 6 0 RM 1
 PU0570  PID         -  PU0570
 PU0570  STATE/COUNTY-  SD/PENNINGTON
 PU0570  COUNTRY     -  US
 PU0570  USGS QUAD   -  PEDRO SE (2017)
 PU0570
 PU0570                         *CURRENT SURVEY CONTROL
 PU0570  ______________________________________________________________________
 PU0570* NAD 83(1986) POSITION- 44 15 44.     (N) 102 01 59.     (W)   SCALED
 PU0570* NAVD 88 ORTHO HEIGHT -   855.430 (meters)     2806.52  (feet) ADJUSTED
 PU0570  ______________________________________________________________________
 PU0570  GEOID HEIGHT    -        -19.798 (meters)                     GEOID18
 PU0570  DYNAMIC HEIGHT  -        855.186 (meters)     2805.72  (feet) COMP
 PU0570  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 PU0570
 PU0570  VERT ORDER      -  SECOND    CLASS 0
 PU0570
 PU0570.The horizontal coordinates were scaled from a map and have
 PU0570.an estimated accuracy of +/- 6 seconds.
 PU0570
 PU0570.The orthometric height was determined by differential leveling and
 PU0570.adjusted by the NATIONAL GEODETIC SURVEY
 PU0570.in June 1991.
 PU0570
 PU0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0570.GEOID18 height accuracy estimate available here.
 PU0570
 PU0570.Click photographs - Photos may exist for this station.
 PU0570
 PU0570.The dynamic height is computed by dividing the NAVD 88
 PU0570.geopotential number by the normal gravity value computed on the
 PU0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0570.degrees latitude (g = 980.6199 gals.).
 PU0570
 PU0570.The modeled gravity was interpolated from observed gravity values.
 PU0570
 PU0570;                    North         East    Units  Estimated Accuracy
 PU0570;SPC SD S     -   215,680.      464,290.      MT  (+/- 180 meters Scaled)
 PU0570
 PU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK368052(NAD 83)
 PU0570
 PU0570                          SUPERSEDED SURVEY CONTROL
 PU0570
 PU0570  NGVD 29 (??/??/92)  854.97   (m)         2805.0    (f) COMPUTED    2 0
 PU0570
 PU0570.Superseded values are not recommended for survey control.
 PU0570
 PU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0570.See file dsdata.pdf to determine how the superseded data were derived.
 PU0570
 PU0570_MARKER: DR = REFERENCE MARK DISK
 PU0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0570_STAMPING: A 6 0 NO 1 1961
 PU0570_MARK LOGO: CGS
 PU0570_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0570+STABILITY: SURFACE MOTION
 PU0570
 PU0570  HISTORY     - Date     Condition        Report By
 PU0570  HISTORY     - 1961     MONUMENTED       CGS
 PU0570  HISTORY     - 1962     GOOD             CGS
 PU0570
 PU0570                          STATION DESCRIPTION
 PU0570
 PU0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0570'14.9 MI SW FROM HILLAND.
 PU0570'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0570'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0570'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PU0570'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 PU0570'ALONG A GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED
 PU0570'DIRT ROAD, THENCE 3.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 PU0570'0.3 MILE EAST ACROSS COUNTRY, ON THE CREST OF A RIDGE, IN SECTION
 PU0570'35, T 4 N, R 17 E, 42.6 FEET EAST OF A 6 0 1961, AND SET IN THE
 PU0570'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0568 ***********************************************************************
 PU0568  DESIGNATION -  A 6 0 RM 2
 PU0568  PID         -  PU0568
 PU0568  STATE/COUNTY-  SD/PENNINGTON
 PU0568  COUNTRY     -  US
 PU0568  USGS QUAD   -  PEDRO SE (2017)
 PU0568
 PU0568                         *CURRENT SURVEY CONTROL
 PU0568  ______________________________________________________________________
 PU0568* NAD 83(1986) POSITION- 44 15 43.     (N) 102 01 59.     (W)   SCALED
 PU0568* NAVD 88 ORTHO HEIGHT -   855.874 (meters)     2807.98  (feet) ADJUSTED
 PU0568  ______________________________________________________________________
 PU0568  GEOID HEIGHT    -        -19.798 (meters)                     GEOID18
 PU0568  DYNAMIC HEIGHT  -        855.630 (meters)     2807.18  (feet) COMP
 PU0568  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 PU0568
 PU0568  VERT ORDER      -  SECOND    CLASS 0
 PU0568
 PU0568.The horizontal coordinates were scaled from a map and have
 PU0568.an estimated accuracy of +/- 6 seconds.
 PU0568
 PU0568.The orthometric height was determined by differential leveling and
 PU0568.adjusted by the NATIONAL GEODETIC SURVEY
 PU0568.in June 1991.
 PU0568
 PU0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0568.GEOID18 height accuracy estimate available here.
 PU0568
 PU0568.Click photographs - Photos may exist for this station.
 PU0568
 PU0568.The dynamic height is computed by dividing the NAVD 88
 PU0568.geopotential number by the normal gravity value computed on the
 PU0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0568.degrees latitude (g = 980.6199 gals.).
 PU0568
 PU0568.The modeled gravity was interpolated from observed gravity values.
 PU0568
 PU0568;                    North         East    Units  Estimated Accuracy
 PU0568;SPC SD S     -   215,650.      464,290.      MT  (+/- 180 meters Scaled)
 PU0568
 PU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK368052(NAD 83)
 PU0568
 PU0568                          SUPERSEDED SURVEY CONTROL
 PU0568
 PU0568  NGVD 29 (??/??/92)  855.41   (m)         2806.5    (f) COMPUTED    2 0
 PU0568
 PU0568.Superseded values are not recommended for survey control.
 PU0568
 PU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0568.See file dsdata.pdf to determine how the superseded data were derived.
 PU0568
 PU0568_MARKER: DR = REFERENCE MARK DISK
 PU0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0568_STAMPING: A 6 0 NO 2 1961
 PU0568_MARK LOGO: CGS
 PU0568_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0568+STABILITY: SURFACE MOTION
 PU0568
 PU0568  HISTORY     - Date     Condition        Report By
 PU0568  HISTORY     - 1961     MONUMENTED       CGS
 PU0568  HISTORY     - 1962     GOOD             CGS
 PU0568
 PU0568                          STATION DESCRIPTION
 PU0568
 PU0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0568'14.9 MI SW FROM HILLAND.
 PU0568'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0568'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0568'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0568'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0568'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0568'THENCE 3.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 PU0568'EAST ACROSS COUNTRY, ON THE CREST OF A RIDGE, IN SECTION 35,
 PU0568'T 4 N, R 17 E, 45.3 FEET NORTH-NORTHWEST OF A 6 0 1961, AND SET
 PU0568'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0564 ***********************************************************************
 PU0564  DESIGNATION -  A 6 P
 PU0564  PID         -  PU0564
 PU0564  STATE/COUNTY-  SD/PENNINGTON
 PU0564  COUNTRY     -  US
 PU0564  USGS QUAD   -  PEDRO SE (2017)
 PU0564
 PU0564                         *CURRENT SURVEY CONTROL
 PU0564  ______________________________________________________________________
 PU0564* NAD 83(1986) POSITION- 44 16 26.     (N) 102 02 44.     (W)   SCALED
 PU0564* NAVD 88 ORTHO HEIGHT -   863.994 (meters)     2834.62  (feet) ADJUSTED
 PU0564  ______________________________________________________________________
 PU0564  GEOID HEIGHT    -        -19.772 (meters)                     GEOID18
 PU0564  DYNAMIC HEIGHT  -        863.748 (meters)     2833.81  (feet) COMP
 PU0564  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PU0564
 PU0564  VERT ORDER      -  SECOND    CLASS 0
 PU0564
 PU0564.The horizontal coordinates were scaled from a map and have
 PU0564.an estimated accuracy of +/- 6 seconds.
 PU0564
 PU0564.The orthometric height was determined by differential leveling and
 PU0564.adjusted by the NATIONAL GEODETIC SURVEY
 PU0564.in June 1991.
 PU0564
 PU0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0564.GEOID18 height accuracy estimate available here.
 PU0564
 PU0564.Click photographs - Photos may exist for this station.
 PU0564
 PU0564.The dynamic height is computed by dividing the NAVD 88
 PU0564.geopotential number by the normal gravity value computed on the
 PU0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0564.degrees latitude (g = 980.6199 gals.).
 PU0564
 PU0564.The modeled gravity was interpolated from observed gravity values.
 PU0564
 PU0564;                    North         East    Units  Estimated Accuracy
 PU0564;SPC SD S     -   217,000.      463,320.      MT  (+/- 180 meters Scaled)
 PU0564
 PU0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK357065(NAD 83)
 PU0564
 PU0564                          SUPERSEDED SURVEY CONTROL
 PU0564
 PU0564  NGVD 29 (??/??/92)  863.53   (m)         2833.1    (f) COMPUTED    2 0
 PU0564
 PU0564.Superseded values are not recommended for survey control.
 PU0564
 PU0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0564.See file dsdata.pdf to determine how the superseded data were derived.
 PU0564
 PU0564_MARKER: DS = TRIANGULATION STATION DISK
 PU0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0564_STAMPING: A 6 P 1961
 PU0564_MARK LOGO: CGS
 PU0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0564+STABILITY: SURFACE MOTION
 PU0564
 PU0564  HISTORY     - Date     Condition        Report By
 PU0564  HISTORY     - 1961     MONUMENTED       CGS
 PU0564  HISTORY     - 1962     GOOD             CGS
 PU0564
 PU0564                          STATION DESCRIPTION
 PU0564
 PU0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0564'13.8 MI W FROM HILLAND.
 PU0564'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0564'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0564'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PU0564'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 PU0564'ALONG A GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED
 PU0564'DIRT ROAD, THENCE 2.6 MILES SOUTH ALONG A GRAVELED ROAD, ON THE
 PU0564'CREST OF A HILL, 185 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0564'86 FEET WEST OF A FENCE, 95.3 FEET SOUTHWEST OF A METAL WITNESS
 PU0564'POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PU0564'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0563 ***********************************************************************
 PU0563  DESIGNATION -  A 6 P RM 1
 PU0563  PID         -  PU0563
 PU0563  STATE/COUNTY-  SD/PENNINGTON
 PU0563  COUNTRY     -  US
 PU0563  USGS QUAD   -  PEDRO SE (2017)
 PU0563
 PU0563                         *CURRENT SURVEY CONTROL
 PU0563  ______________________________________________________________________
 PU0563* NAD 83(1986) POSITION- 44 16 26.     (N) 102 02 44.     (W)   SCALED
 PU0563* NAVD 88 ORTHO HEIGHT -   862.187 (meters)     2828.69  (feet) ADJUSTED
 PU0563  ______________________________________________________________________
 PU0563  GEOID HEIGHT    -        -19.772 (meters)                     GEOID18
 PU0563  DYNAMIC HEIGHT  -        861.942 (meters)     2827.89  (feet) COMP
 PU0563  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PU0563
 PU0563  VERT ORDER      -  SECOND    CLASS 0
 PU0563
 PU0563.The horizontal coordinates were scaled from a map and have
 PU0563.an estimated accuracy of +/- 6 seconds.
 PU0563
 PU0563.The orthometric height was determined by differential leveling and
 PU0563.adjusted by the NATIONAL GEODETIC SURVEY
 PU0563.in June 1991.
 PU0563
 PU0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0563.GEOID18 height accuracy estimate available here.
 PU0563
 PU0563.Click photographs - Photos may exist for this station.
 PU0563
 PU0563.The dynamic height is computed by dividing the NAVD 88
 PU0563.geopotential number by the normal gravity value computed on the
 PU0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0563.degrees latitude (g = 980.6199 gals.).
 PU0563
 PU0563.The modeled gravity was interpolated from observed gravity values.
 PU0563
 PU0563;                    North         East    Units  Estimated Accuracy
 PU0563;SPC SD S     -   217,000.      463,320.      MT  (+/- 180 meters Scaled)
 PU0563
 PU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK357065(NAD 83)
 PU0563
 PU0563                          SUPERSEDED SURVEY CONTROL
 PU0563
 PU0563  NGVD 29 (??/??/92)  861.72   (m)         2827.2    (f) COMPUTED    2 0
 PU0563
 PU0563.Superseded values are not recommended for survey control.
 PU0563
 PU0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0563.See file dsdata.pdf to determine how the superseded data were derived.
 PU0563
 PU0563_MARKER: DR = REFERENCE MARK DISK
 PU0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0563_STAMPING: A 6 P NO 1 1961
 PU0563_MARK LOGO: CGS
 PU0563_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0563+STABILITY: SURFACE MOTION
 PU0563
 PU0563  HISTORY     - Date     Condition        Report By
 PU0563  HISTORY     - 1961     MONUMENTED       CGS
 PU0563  HISTORY     - 1962     GOOD             CGS
 PU0563
 PU0563                          STATION DESCRIPTION
 PU0563
 PU0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0563'13.8 MI W FROM HILLAND.
 PU0563'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PU0563'AND CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0563'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PU0563'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 PU0563'ALONG A GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED
 PU0563'DIRT ROAD, THENCE 2.6 MILES SOUTH ALONG A GRAVELED ROAD, ON THE
 PU0563'CREST OF A HILL, 99 FEET WEST OF THE CENTERLINE OF THE ROAD,
 PU0563'22 FEET NORTH OF THE CENTER OF A WIRE GATE, 1 FOOT WEST OF A
 PU0563'FENCE, 93.3 FEET NORTHEAST OF A 6 P 1961, 2.4 FEET NORTHWEST
 PU0563'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 PU0563'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0565 ***********************************************************************
 PU0565  DESIGNATION -  A 6 P RM 2
 PU0565  PID         -  PU0565
 PU0565  STATE/COUNTY-  SD/PENNINGTON
 PU0565  COUNTRY     -  US
 PU0565  USGS QUAD   -  PEDRO SE (2017)
 PU0565
 PU0565                         *CURRENT SURVEY CONTROL
 PU0565  ______________________________________________________________________
 PU0565* NAD 83(1986) POSITION- 44 16 26.     (N) 102 02 44.     (W)   SCALED
 PU0565* NAVD 88 ORTHO HEIGHT -   863.140 (meters)     2831.82  (feet) ADJUSTED
 PU0565  ______________________________________________________________________
 PU0565  GEOID HEIGHT    -        -19.772 (meters)                     GEOID18
 PU0565  DYNAMIC HEIGHT  -        862.895 (meters)     2831.01  (feet) COMP
 PU0565  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PU0565
 PU0565  VERT ORDER      -  SECOND    CLASS 0
 PU0565
 PU0565.The horizontal coordinates were scaled from a map and have
 PU0565.an estimated accuracy of +/- 6 seconds.
 PU0565
 PU0565.The orthometric height was determined by differential leveling and
 PU0565.adjusted by the NATIONAL GEODETIC SURVEY
 PU0565.in June 1991.
 PU0565
 PU0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0565.GEOID18 height accuracy estimate available here.
 PU0565
 PU0565.Click photographs - Photos may exist for this station.
 PU0565
 PU0565.The dynamic height is computed by dividing the NAVD 88
 PU0565.geopotential number by the normal gravity value computed on the
 PU0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0565.degrees latitude (g = 980.6199 gals.).
 PU0565
 PU0565.The modeled gravity was interpolated from observed gravity values.
 PU0565
 PU0565;                    North         East    Units  Estimated Accuracy
 PU0565;SPC SD S     -   217,000.      463,320.      MT  (+/- 180 meters Scaled)
 PU0565
 PU0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK357065(NAD 83)
 PU0565
 PU0565                          SUPERSEDED SURVEY CONTROL
 PU0565
 PU0565  NGVD 29 (??/??/92)  862.68   (m)         2830.3    (f) COMPUTED    2 0
 PU0565
 PU0565.Superseded values are not recommended for survey control.
 PU0565
 PU0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0565.See file dsdata.pdf to determine how the superseded data were derived.
 PU0565
 PU0565_MARKER: DR = REFERENCE MARK DISK
 PU0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0565_STAMPING: A 6 P NO 2 1961
 PU0565_MARK LOGO: CGS
 PU0565_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0565+STABILITY: SURFACE MOTION
 PU0565
 PU0565  HISTORY     - Date     Condition        Report By
 PU0565  HISTORY     - 1961     MONUMENTED       CGS
 PU0565  HISTORY     - 1962     GOOD             CGS
 PU0565
 PU0565                          STATION DESCRIPTION
 PU0565
 PU0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0565'13.8 MI W FROM HILLAND.
 PU0565'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0565'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0565'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PU0565'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 PU0565'ALONG A GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED
 PU0565'DIRT ROAD, THENCE 2.6 MILES SOUTH ALONG A GRAVELED ROAD, ON THE
 PU0565'CREST OF A HILL, 99 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0565'88 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1 FOOT WEST OF A
 PU0565'FENCE, 108.6 FEET SOUTHEAST OF A 6 P 1961, ABOUT 6 FEET ABOVE
 PU0565'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0565'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0079 ***********************************************************************
 QR0079  DESIGNATION -  A 60
 QR0079  PID         -  QR0079
 QR0079  STATE/COUNTY-  SD/SPINK
 QR0079  COUNTRY     -  US
 QR0079  USGS QUAD   -  MELLETTE (2017)
 QR0079
 QR0079                         *CURRENT SURVEY CONTROL
 QR0079  ______________________________________________________________________
 QR0079* NAD 83(1986) POSITION- 45 12 48.82   (N) 098 29 43.54   (W)   HD_HELD1
 QR0079* NAVD 88 ORTHO HEIGHT -   395.197 (meters)     1296.58  (feet) ADJUSTED
 QR0079  ______________________________________________________________________
 QR0079  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 QR0079  DYNAMIC HEIGHT  -        395.163 (meters)     1296.46  (feet) COMP
 QR0079  MODELED GRAVITY -    980,518.6   (mgal)                       NAVD 88
 QR0079
 QR0079  VERT ORDER      -  SECOND    CLASS 0
 QR0079
 QR0079.The horizontal coordinates were determined by differentially corrected
 QR0079.hand held GPS observations or other comparable positioning techniques
 QR0079.and have an estimated accuracy of +/- 3 meters.
 QR0079
 QR0079.The orthometric height was determined by differential leveling and
 QR0079.adjusted by the NATIONAL GEODETIC SURVEY
 QR0079.in June 1991.
 QR0079
 QR0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0079.GEOID18 height accuracy estimate available here.
 QR0079
 QR0079.Click photographs - Photos may exist for this station.
 QR0079
 QR0079.The dynamic height is computed by dividing the NAVD 88
 QR0079.geopotential number by the normal gravity value computed on the
 QR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0079.degrees latitude (g = 980.6199 gals.).
 QR0079
 QR0079.The modeled gravity was interpolated from observed gravity values.
 QR0079
 QR0079;                    North         East    Units  Estimated Accuracy
 QR0079;SPC SD N     -   154,473.3     718,175.7     MT  (+/- 3 meters HH1 GPS) 
 QR0079
 QR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3961906798(NAD 83)
 QR0079
 QR0079                          SUPERSEDED SURVEY CONTROL
 QR0079
 QR0079  NGVD 29 (??/??/92)  394.910  (m)         1295.63   (f) ADJ UNCH    2 0
 QR0079
 QR0079.Superseded values are not recommended for survey control.
 QR0079
 QR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0079.See file dsdata.pdf to determine how the superseded data were derived.
 QR0079
 QR0079_MARKER: DB = BENCH MARK DISK
 QR0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0079_STAMPING: A 60 1934
 QR0079_MARK LOGO: CGS
 QR0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0079+STABILITY: SURFACE MOTION
 QR0079
 QR0079  HISTORY     - Date     Condition        Report By
 QR0079  HISTORY     - 1934     MONUMENTED       CGS
 QR0079
 QR0079                          STATION DESCRIPTION
 QR0079
 QR0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0079'2 MI S FROM DUXBURY.
 QR0079'2.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0079'PACIFIC RAILWAY FROM DUXBURY, SPINK COUNTY, AT MILEPOST 111,
 QR0079'31 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 QR0079'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 60 1934
 QR0079'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0011 ***********************************************************************
 QR0011  DESIGNATION -  A 61
 QR0011  PID         -  QR0011
 QR0011  STATE/COUNTY-  SD/BROWN
 QR0011  COUNTRY     -  US
 QR0011  USGS QUAD   -  COLUMBIA NE (2017)
 QR0011
 QR0011                         *CURRENT SURVEY CONTROL
 QR0011  ______________________________________________________________________
 QR0011* NAD 83(1986) POSITION- 45 41 06.     (N) 098 16 11.     (W)   SCALED
 QR0011* NAVD 88 ORTHO HEIGHT -   393.293 (meters)     1290.33  (feet) ADJUSTED
 QR0011  ______________________________________________________________________
 QR0011  GEOID HEIGHT    -        -24.867 (meters)                     GEOID18
 QR0011  DYNAMIC HEIGHT  -        393.270 (meters)     1290.25  (feet) COMP
 QR0011  MODELED GRAVITY -    980,544.8   (mgal)                       NAVD 88
 QR0011
 QR0011  VERT ORDER      -  FIRST     CLASS II
 QR0011
 QR0011.The horizontal coordinates were scaled from a map and have
 QR0011.an estimated accuracy of +/- 6 seconds.
 QR0011
 QR0011.The orthometric height was determined by differential leveling and
 QR0011.adjusted by the NATIONAL GEODETIC SURVEY
 QR0011.in June 1991.
 QR0011
 QR0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0011.GEOID18 height accuracy estimate available here.
 QR0011
 QR0011.Click photographs - Photos may exist for this station.
 QR0011
 QR0011.The dynamic height is computed by dividing the NAVD 88
 QR0011.geopotential number by the normal gravity value computed on the
 QR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0011.degrees latitude (g = 980.6199 gals.).
 QR0011
 QR0011.The modeled gravity was interpolated from observed gravity values.
 QR0011
 QR0011;                    North         East    Units  Estimated Accuracy
 QR0011;SPC SD N     -   207,210.      734,780.      MT  (+/- 180 meters Scaled)
 QR0011
 QR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR568593(NAD 83)
 QR0011
 QR0011                          SUPERSEDED SURVEY CONTROL
 QR0011
 QR0011  NGVD 29 (??/??/92)  392.987  (m)         1289.32   (f) ADJ UNCH    1 2
 QR0011
 QR0011.Superseded values are not recommended for survey control.
 QR0011
 QR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0011.See file dsdata.pdf to determine how the superseded data were derived.
 QR0011
 QR0011_MARKER: DB = BENCH MARK DISK
 QR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0011_STAMPING: A 61 1934
 QR0011_MARK LOGO: CGS
 QR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0011+STABILITY: SURFACE MOTION
 QR0011
 QR0011  HISTORY     - Date     Condition        Report By
 QR0011  HISTORY     - 1934     MONUMENTED       CGS
 QR0011
 QR0011                          STATION DESCRIPTION
 QR0011
 QR0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0011'5.6 MI N FROM COLUMBIA.
 QR0011'5.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0011'THE STATION AT COLUMBIA, BROWN COUNTY, ABOUT 7 POLES NORTH OF
 QR0011'MILEPOST 102, ABOUT 1 POLE SOUTH OF A ROAD CROSSING, 45 FEET EAST
 QR0011'OF THE CENTER LINE OF THE TRACK, 4 FEET NORTH OF A POLE, AND ABOUT
 QR0011'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 61 1934
 QR0011'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0310 ***********************************************************************
 QQ0310  DESIGNATION -  A 62
 QQ0310  PID         -  QQ0310
 QQ0310  STATE/COUNTY-  SD/MARSHALL
 QQ0310  COUNTRY     -  US
 QQ0310  USGS QUAD   -  BRITTON EAST (2017)
 QQ0310
 QQ0310                         *CURRENT SURVEY CONTROL
 QQ0310  ______________________________________________________________________
 QQ0310* NAD 83(1986) POSITION- 45 47 26.     (N) 097 41 16.     (W)   SCALED
 QQ0310* NAVD 88 ORTHO HEIGHT -   411.036 (meters)     1348.54  (feet) ADJUSTED
 QQ0310  ______________________________________________________________________
 QQ0310  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 QQ0310  DYNAMIC HEIGHT  -        411.015 (meters)     1348.47  (feet) COMP
 QQ0310  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 QQ0310
 QQ0310  VERT ORDER      -  SECOND    CLASS 0
 QQ0310
 QQ0310.The horizontal coordinates were scaled from a map and have
 QQ0310.an estimated accuracy of +/- 6 seconds.
 QQ0310
 QQ0310.The orthometric height was determined by differential leveling and
 QQ0310.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0310.in June 1991.
 QQ0310
 QQ0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0310.GEOID18 height accuracy estimate available here.
 QQ0310
 QQ0310.Click photographs - Photos may exist for this station.
 QQ0310
 QQ0310.The dynamic height is computed by dividing the NAVD 88
 QQ0310.geopotential number by the normal gravity value computed on the
 QQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0310.degrees latitude (g = 980.6199 gals.).
 QQ0310
 QQ0310.The modeled gravity was interpolated from observed gravity values.
 QQ0310
 QQ0310;                    North         East    Units  Estimated Accuracy
 QQ0310;SPC SD N     -   220,070.      779,770.      MT  (+/- 180 meters Scaled)
 QQ0310
 QQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR019716(NAD 83)
 QQ0310
 QQ0310                          SUPERSEDED SURVEY CONTROL
 QQ0310
 QQ0310  NGVD 29 (??/??/92)  410.755  (m)         1347.62   (f) ADJ UNCH    2 0
 QQ0310
 QQ0310.Superseded values are not recommended for survey control.
 QQ0310
 QQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0310.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0310
 QQ0310_MARKER: DB = BENCH MARK DISK
 QQ0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0310_SP_SET: BRIDGE
 QQ0310_STAMPING: A 62 1934
 QQ0310_MARK LOGO: CGS
 QQ0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0310
 QQ0310  HISTORY     - Date     Condition        Report By
 QQ0310  HISTORY     - 1934     MONUMENTED       CGS
 QQ0310
 QQ0310                          STATION DESCRIPTION
 QQ0310
 QQ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0310'3.1 MI E FROM BRITTON.
 QQ0310'3.1 MILES EAST OF LIBRARY BLDG, ALONG STATE HIWAY 10 AT 50 FOOT
 QQ0310'CONCRETE BRIDGE.  SET IN NORTHWEST END OF THE SOUTHEAST CONCRETE
 QQ0310'WING WALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0188 ***********************************************************************
 QQ0188  DESIGNATION -  A 63
 QQ0188  PID         -  QQ0188
 QQ0188  STATE/COUNTY-  SD/ROBERTS
 QQ0188  COUNTRY     -  US
 QQ0188  USGS QUAD   -  GOODWILL (2017)
 QQ0188
 QQ0188                         *CURRENT SURVEY CONTROL
 QQ0188  ______________________________________________________________________
 QQ0188* NAD 83(1986) POSITION- 45 36 07.     (N) 097 04 02.     (W)   SCALED
 QQ0188* NAVD 88 ORTHO HEIGHT -   430.870 (meters)     1413.61  (feet) ADJUSTED
 QQ0188  ______________________________________________________________________
 QQ0188  GEOID HEIGHT    -        -25.640 (meters)                     GEOID18
 QQ0188  DYNAMIC HEIGHT  -        430.839 (meters)     1413.51  (feet) COMP
 QQ0188  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 QQ0188
 QQ0188  VERT ORDER      -  SECOND    CLASS 0
 QQ0188
 QQ0188.The horizontal coordinates were scaled from a map and have
 QQ0188.an estimated accuracy of +/- 6 seconds.
 QQ0188
 QQ0188.The orthometric height was determined by differential leveling and
 QQ0188.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0188.in June 1991.
 QQ0188
 QQ0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0188.GEOID18 height accuracy estimate available here.
 QQ0188
 QQ0188.Click photographs - Photos may exist for this station.
 QQ0188
 QQ0188.The dynamic height is computed by dividing the NAVD 88
 QQ0188.geopotential number by the normal gravity value computed on the
 QQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0188.degrees latitude (g = 980.6199 gals.).
 QQ0188
 QQ0188.The modeled gravity was interpolated from observed gravity values.
 QQ0188
 QQ0188;                    North         East    Units  Estimated Accuracy
 QQ0188;SPC SD N     -   200,680.      828,750.      MT  (+/- 180 meters Scaled)
 QQ0188
 QQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR507516(NAD 83)
 QQ0188
 QQ0188                          SUPERSEDED SURVEY CONTROL
 QQ0188
 QQ0188  NGVD 29 (??/??/92)  430.610  (m)         1412.76   (f) ADJ UNCH    2 0
 QQ0188
 QQ0188.Superseded values are not recommended for survey control.
 QQ0188
 QQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0188.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0188
 QQ0188_MARKER: DB = BENCH MARK DISK
 QQ0188_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0188_SP_SET: BOX CULVERT WINGWALL
 QQ0188_STAMPING: A 63 1934
 QQ0188_MARK LOGO: CGS
 QQ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0188+STABILITY: SURFACE MOTION
 QQ0188
 QQ0188  HISTORY     - Date     Condition        Report By
 QQ0188  HISTORY     - 1934     MONUMENTED       CGS
 QQ0188  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0188
 QQ0188                          STATION DESCRIPTION
 QQ0188
 QQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0188'4.3 MI S FROM SISSETON.
 QQ0188'4.3 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM SISSETON, ROBERTS
 QQ0188'COUNTY, ABOUT 0.3 MILE WEST OF A TURN, AT A 3-FOOT CONCRETE
 QQ0188'BOX CULVERT, AND IN THE TOP OF THE SOUTHEAST CONCRETE WING
 QQ0188'WALL.  A STANDARD DISK, STAMPED A 63 1934.  NOTE-- THE CONCRETE
 QQ0188'BOX CULVERT HAS BEEN REPLACED WITH A TUBULAR METAL CULVERT.
 QQ0188
 QQ0188                          STATION RECOVERY (1970)
 QQ0188
 QQ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0438 ***********************************************************************
 QS0438  DESIGNATION -  A 65
 QS0438  PID         -  QS0438
 QS0438  STATE/COUNTY-  SD/CORSON
 QS0438  COUNTRY     -  US
 QS0438  USGS QUAD   -  MCINTOSH (2017)
 QS0438
 QS0438                         *CURRENT SURVEY CONTROL
 QS0438  ______________________________________________________________________
 QS0438* NAD 83(1986) POSITION- 45 55 21.     (N) 101 19 41.     (W)   SCALED
 QS0438* NAVD 88 ORTHO HEIGHT -   692.424 (meters)     2271.73  (feet) ADJUSTED
 QS0438  ______________________________________________________________________
 QS0438  GEOID HEIGHT    -        -20.437 (meters)                     GEOID18
 QS0438  DYNAMIC HEIGHT  -        692.361 (meters)     2271.52  (feet) COMP
 QS0438  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 QS0438
 QS0438  VERT ORDER      -  FIRST     CLASS II
 QS0438
 QS0438.The horizontal coordinates were scaled from a map and have
 QS0438.an estimated accuracy of +/- 6 seconds.
 QS0438
 QS0438.The orthometric height was determined by differential leveling and
 QS0438.adjusted by the NATIONAL GEODETIC SURVEY
 QS0438.in June 1991.
 QS0438
 QS0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0438.GEOID18 height accuracy estimate available here.
 QS0438
 QS0438.Click photographs - Photos may exist for this station.
 QS0438
 QS0438.The dynamic height is computed by dividing the NAVD 88
 QS0438.geopotential number by the normal gravity value computed on the
 QS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0438.degrees latitude (g = 980.6199 gals.).
 QS0438
 QS0438.The modeled gravity was interpolated from observed gravity values.
 QS0438
 QS0438;                    North         East    Units  Estimated Accuracy
 QS0438;SPC SD N     -   233,010.      496,980.      MT  (+/- 180 meters Scaled)
 QS0438
 QS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR194880(NAD 83)
 QS0438
 QS0438                          SUPERSEDED SURVEY CONTROL
 QS0438
 QS0438  NGVD 29 (??/??/92)  691.848  (m)         2269.84   (f) ADJ UNCH    1 2
 QS0438
 QS0438.Superseded values are not recommended for survey control.
 QS0438
 QS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0438.See file dsdata.pdf to determine how the superseded data were derived.
 QS0438
 QS0438_MARKER: DB = BENCH MARK DISK
 QS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0438_STAMPING: A 65 1934
 QS0438_MARK LOGO: CGS
 QS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0438+STABILITY: SURFACE MOTION
 QS0438
 QS0438  HISTORY     - Date     Condition        Report By
 QS0438  HISTORY     - 1934     MONUMENTED       CGS
 QS0438  HISTORY     - 1940     GOOD             CGS
 QS0438  HISTORY     - 1985     GOOD             NGS
 QS0438
 QS0438                          STATION DESCRIPTION
 QS0438
 QS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0438'1 MI E FROM MC INTOSH.
 QS0438'1.0 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0438'RAILROAD FROM THE COUNTY COURTHOUSE AT MC INTOSH, CORSON COUNTY,
 QS0438'ABOUT 20 POLES WEST OF MILEPOST 862, ABOUT 10 POLES EAST OF A
 QS0438'VIADUCT ON U.S. HIGHWAY 12, AT A ROAD CROSSING, 42 FEET SOUTH
 QS0438'OF THE CENTER LINE OF THE TRACK, 36 FEET EAST OF THE CENTER
 QS0438'LINE OF THE ROAD, 12 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER,
 QS0438'AND 1 FOOT SOUTH OF A WHITE REFERENCE POST STENCILED U.S.B.M..
 QS0438'A STANDARD DISK, STAMPED A 65 1934 AND SET IN THE TOP OF A
 QS0438'CONCRETE POST.
 QS0438
 QS0438                          STATION RECOVERY (1985)
 QS0438
 QS0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0438'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 QS0438'ADD--2.1 METERS (7 FT) NORTH-NORTHWEST OF A POWER POLE.
 QS0438'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0438'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0350 ***********************************************************************
 QS0350  DESIGNATION -  A 66
 QS0350  PID         -  QS0350
 QS0350  STATE/COUNTY-  SD/CORSON
 QS0350  COUNTRY     -  US
 QS0350  USGS QUAD   -  WAKPALA (2017)
 QS0350
 QS0350                         *CURRENT SURVEY CONTROL
 QS0350  ______________________________________________________________________
 QS0350* NAD 83(1986) POSITION- 45 42 42.     (N) 100 33 43.     (W)   SCALED
 QS0350* NAVD 88 ORTHO HEIGHT -   517.130 (meters)     1696.62  (feet) ADJUSTED
 QS0350  ______________________________________________________________________
 QS0350  GEOID HEIGHT    -        -21.515 (meters)                     GEOID18
 QS0350  DYNAMIC HEIGHT  -        517.089 (meters)     1696.48  (feet) COMP
 QS0350  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 QS0350
 QS0350  VERT ORDER      -  SECOND    CLASS 0
 QS0350
 QS0350.The horizontal coordinates were scaled from a map and have
 QS0350.an estimated accuracy of +/- 6 seconds.
 QS0350
 QS0350.The orthometric height was determined by differential leveling and
 QS0350.adjusted by the NATIONAL GEODETIC SURVEY
 QS0350.in June 1991.
 QS0350
 QS0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0350.GEOID18 height accuracy estimate available here.
 QS0350
 QS0350.Click photographs - Photos may exist for this station.
 QS0350
 QS0350.The dynamic height is computed by dividing the NAVD 88
 QS0350.geopotential number by the normal gravity value computed on the
 QS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0350.degrees latitude (g = 980.6199 gals.).
 QS0350
 QS0350.The modeled gravity was interpolated from observed gravity values.
 QS0350
 QS0350;                    North         East    Units  Estimated Accuracy
 QS0350;SPC SD N     -   208,890.      556,240.      MT  (+/- 180 meters Scaled)
 QS0350
 QS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR784631(NAD 83)
 QS0350
 QS0350                          SUPERSEDED SURVEY CONTROL
 QS0350
 QS0350  NGVD 29 (??/??/92)  516.750  (m)         1695.37   (f) ADJ UNCH    2 0
 QS0350
 QS0350.Superseded values are not recommended for survey control.
 QS0350
 QS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0350.See file dsdata.pdf to determine how the superseded data were derived.
 QS0350
 QS0350_MARKER: DB = BENCH MARK DISK
 QS0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0350_STAMPING: A 66 1934
 QS0350_MARK LOGO: CGS
 QS0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0350+STABILITY: SURFACE MOTION
 QS0350
 QS0350  HISTORY     - Date     Condition        Report By
 QS0350  HISTORY     - 1934     MONUMENTED       CGS
 QS0350  HISTORY     - 1945     GOOD             CGS
 QS0350
 QS0350                          STATION DESCRIPTION
 QS0350
 QS0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0350'1.4 MI SE FROM JEFFREY.
 QS0350'1.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0350'PACIFIC RAILROAD FROM THE STATION AT JEFFREY, CORSON COUNTY, 7
 QS0350'POLES NORTH OF THE JEFFREY-ONE-MILE SIGN, AT A ROAD CROSSING,
 QS0350'90 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF THE
 QS0350'CENTER LINE OF THE TRACK, 3 FEET WEST OF A POLE, AND ABOUT 2 FEET
 QS0350'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 66 1934 AND
 QS0350'SET IN THE TOP OF A CONCRETE POST.
 QS0350
 QS0350                          STATION RECOVERY (1945)
 QS0350
 QS0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0061 ***********************************************************************
 QS0061  DESIGNATION -  A 67 RESET
 QS0061  PID         -  QS0061
 QS0061  STATE/COUNTY-  SD/CAMPBELL
 QS0061  COUNTRY     -  US
 QS0061  USGS QUAD   -  HERREID (2017)
 QS0061
 QS0061                         *CURRENT SURVEY CONTROL
 QS0061  ______________________________________________________________________
 QS0061* NAD 83(1986) POSITION- 45 48 36.     (N) 100 04 10.     (W)   SCALED
 QS0061* NAVD 88 ORTHO HEIGHT -   510.181 (meters)     1673.82  (feet) ADJUSTED
 QS0061  ______________________________________________________________________
 QS0061  GEOID HEIGHT    -        -22.182 (meters)                     GEOID18
 QS0061  DYNAMIC HEIGHT  -        510.149 (meters)     1673.71  (feet) COMP
 QS0061  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QS0061
 QS0061  VERT ORDER      -  FIRST     CLASS II
 QS0061
 QS0061.The horizontal coordinates were scaled from a map and have
 QS0061.an estimated accuracy of +/- 6 seconds.
 QS0061
 QS0061.The orthometric height was determined by differential leveling and
 QS0061.adjusted by the NATIONAL GEODETIC SURVEY
 QS0061.in July 1998.
 QS0061
 QS0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0061.GEOID18 height accuracy estimate available here.
 QS0061
 QS0061.Click photographs - Photos may exist for this station.
 QS0061
 QS0061.The dynamic height is computed by dividing the NAVD 88
 QS0061.geopotential number by the normal gravity value computed on the
 QS0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0061.degrees latitude (g = 980.6199 gals.).
 QS0061
 QS0061.The modeled gravity was interpolated from observed gravity values.
 QS0061
 QS0061;                    North         East    Units  Estimated Accuracy
 QS0061;SPC SD N     -   219,670.      594,600.      MT  (+/- 180 meters Scaled)
 QS0061
 QS0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169734(NAD 83)
 QS0061
 QS0061                          SUPERSEDED SURVEY CONTROL
 QS0061
 QS0061  NAVD 88 (06/15/91)  510.172  (m)         1673.79   (f) SUPERSEDED  1 2
 QS0061  NGVD 29 (??/??/92)  509.799  (m)         1672.57   (f) ADJ UNCH    1 2
 QS0061
 QS0061.Superseded values are not recommended for survey control.
 QS0061
 QS0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0061.See file dsdata.pdf to determine how the superseded data were derived.
 QS0061
 QS0061_MARKER: DB = BENCH MARK DISK
 QS0061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0061_SP_SET: HEADWALL
 QS0061_STAMPING: A 67 RESET 1939
 QS0061_MARK LOGO: CGS
 QS0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0061+STABILITY: SURFACE MOTION
 QS0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0061+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 QS0061
 QS0061  HISTORY     - Date     Condition        Report By
 QS0061  HISTORY     - 1939     MONUMENTED       SDHD
 QS0061  HISTORY     - 19961023 GOOD             NGS
 QS0061
 QS0061                          STATION DESCRIPTION
 QS0061
 QS0061'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1939
 QS0061'1.5 MI S FROM HERREID.
 QS0061'ABOUT 1.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE MINNEAPOLIS,
 QS0061'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION AT HERREID,
 QS0061'CAMPBELL COUNTY, AT HIGHWAY STATION 215+02, AT A 2- BY 6-FOOT
 QS0061'CONCRETE BOX CULVERT, AND IN THE TOP OF THE CENTER OF THE WEST
 QS0061'CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED A 67 RESET 1939.
 QS0061'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 QS0061'IS NOW THE SOO LINE RAILROAD.
 QS0061
 QS0061                          STATION RECOVERY (1996)
 QS0061
 QS0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0061'2.7 KM (1.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0061'IN HERREID, IN TOP OF AND 2.4 M (7.9 FT) SOUTH OF THE NORTH END OF THE
 QS0061'WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 600.0 M (1968.5
 QS0061'FT) SOUTH OF MILEPOST 232, 7.8 M (25.6 FT) WEST OF THE HIGHWAY CENTER,
 QS0061'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0298 ***********************************************************************
 QR0298  DESIGNATION -  A 68
 QR0298  PID         -  QR0298
 QR0298  STATE/COUNTY-  SD/WALWORTH
 QR0298  COUNTRY     -  US
 QR0298  USGS QUAD   -  LOWRY (2017)
 QR0298
 QR0298                         *CURRENT SURVEY CONTROL
 QR0298  ______________________________________________________________________
 QR0298* NAD 83(1986) POSITION- 45 18 54.     (N) 099 58 33.     (W)   SCALED
 QR0298* NAVD 88 ORTHO HEIGHT -   569.045 (meters)     1866.94  (feet) ADJUSTED
 QR0298  ______________________________________________________________________
 QR0298  GEOID HEIGHT    -        -22.298 (meters)                     GEOID18
 QR0298  DYNAMIC HEIGHT  -        568.980 (meters)     1866.73  (feet) COMP
 QR0298  MODELED GRAVITY -    980,483.3   (mgal)                       NAVD 88
 QR0298
 QR0298  VERT ORDER      -  SECOND    CLASS 0
 QR0298
 QR0298.The horizontal coordinates were scaled from a map and have
 QR0298.an estimated accuracy of +/- 6 seconds.
 QR0298
 QR0298.The orthometric height was determined by differential leveling and
 QR0298.adjusted by the NATIONAL GEODETIC SURVEY
 QR0298.in June 1991.
 QR0298
 QR0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0298.GEOID18 height accuracy estimate available here.
 QR0298
 QR0298.Click photographs - Photos may exist for this station.
 QR0298
 QR0298.The dynamic height is computed by dividing the NAVD 88
 QR0298.geopotential number by the normal gravity value computed on the
 QR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0298.degrees latitude (g = 980.6199 gals.).
 QR0298
 QR0298.The modeled gravity was interpolated from observed gravity values.
 QR0298
 QR0298;                    North         East    Units  Estimated Accuracy
 QR0298;SPC SD N     -   164,650.      601,900.      MT  (+/- 180 meters Scaled)
 QR0298
 QR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR235184(NAD 83)
 QR0298
 QR0298                          SUPERSEDED SURVEY CONTROL
 QR0298
 QR0298  NGVD 29 (??/??/92)  568.676  (m)         1865.73   (f) ADJ UNCH    2 0
 QR0298
 QR0298.Superseded values are not recommended for survey control.
 QR0298
 QR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0298.See file dsdata.pdf to determine how the superseded data were derived.
 QR0298
 QR0298_MARKER: DB = BENCH MARK DISK
 QR0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0298_SP_SET: CULVERT HEADWALL
 QR0298_STAMPING: A 68 1934
 QR0298_MARK LOGO: CGS
 QR0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0298+STABILITY: SURFACE MOTION
 QR0298
 QR0298  HISTORY     - Date     Condition        Report By
 QR0298  HISTORY     - 1934     MONUMENTED       CGS
 QR0298  HISTORY     - 1953     GOOD             CGS
 QR0298  HISTORY     - 20040210 MARK NOT FOUND   DUCKS
 QR0298
 QR0298                          STATION DESCRIPTION
 QR0298
 QR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0298'16.5 MI S FROM SELBY.
 QR0298'16.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QR0298'SELBY, WALWORTH COUNTY, 378 FEET SOUTH OF THE CROSSING OF THE
 QR0298'MINNEAPOLIS AND ST. LOUIS RAILROAD, AT A 2- BY 6-FOOT CONCRETE-BOX
 QR0298'CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HIGH HEADWALL, 12.5
 QR0298'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET WEST OF THE
 QR0298'RIGHT-OF-WAY FENCE, 3.8 FEET SOUTH OF A WHITE WOODEN WITNESS
 QR0298'POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 QR0298'STAMPED A 68 1934.
 QR0298
 QR0298                          STATION RECOVERY (1953)
 QR0298
 QR0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QR0298'RECOVERED IN GOOD CONDITION.
 QR0298
 QR0298                          STATION RECOVERY (2004)
 QR0298
 QR0298'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 QR0298'THIS STRUCTURE HAS BEEN REPLACED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0219 ***********************************************************************
 QS0219  DESIGNATION -  A 69
 QS0219  PID         -  QS0219
 QS0219  STATE/COUNTY-  SD/POTTER
 QS0219  COUNTRY     -  US
 QS0219  USGS QUAD   -  LAKE HURLEY (2017)
 QS0219
 QS0219                         *CURRENT SURVEY CONTROL
 QS0219  ______________________________________________________________________
 QS0219* NAD 83(1986) POSITION- 45 00 51.     (N) 100 13 32.     (W)   SCALED
 QS0219* NAVD 88 ORTHO HEIGHT -   554.013 (meters)     1817.62  (feet) ADJUSTED
 QS0219  ______________________________________________________________________
 QS0219  GEOID HEIGHT    -        -22.482 (meters)                     GEOID18
 QS0219  DYNAMIC HEIGHT  -        553.932 (meters)     1817.36  (feet) COMP
 QS0219  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 QS0219
 QS0219  VERT ORDER      -  FIRST     CLASS II
 QS0219
 QS0219.The horizontal coordinates were scaled from a map and have
 QS0219.an estimated accuracy of +/- 6 seconds.
 QS0219
 QS0219.The orthometric height was determined by differential leveling and
 QS0219.adjusted by the NATIONAL GEODETIC SURVEY
 QS0219.in June 1991.
 QS0219
 QS0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0219.GEOID18 height accuracy estimate available here.
 QS0219
 QS0219.Click photographs - Photos may exist for this station.
 QS0219
 QS0219.The dynamic height is computed by dividing the NAVD 88
 QS0219.geopotential number by the normal gravity value computed on the
 QS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0219.degrees latitude (g = 980.6199 gals.).
 QS0219
 QS0219.The modeled gravity was interpolated from observed gravity values.
 QS0219
 QS0219;                    North         East    Units  Estimated Accuracy
 QS0219;SPC SD N     -   131,240.      582,220.      MT  (+/- 180 meters Scaled)
 QS0219
 QS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ034852(NAD 83)
 QS0219
 QS0219                          SUPERSEDED SURVEY CONTROL
 QS0219
 QS0219  NGVD 29 (??/??/92)  553.647  (m)         1816.42   (f) ADJ UNCH    1 2
 QS0219
 QS0219.Superseded values are not recommended for survey control.
 QS0219
 QS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0219.See file dsdata.pdf to determine how the superseded data were derived.
 QS0219
 QS0219_MARKER: DB = BENCH MARK DISK
 QS0219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0219_SP_SET: HEADWALL
 QS0219_STAMPING: A 69 1934
 QS0219_MARK LOGO: CGS
 QS0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0219+STABILITY: SURFACE MOTION
 QS0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0219+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QS0219
 QS0219  HISTORY     - Date     Condition        Report By
 QS0219  HISTORY     - 1934     MONUMENTED       CGS
 QS0219  HISTORY     - 1945     GOOD             CGS
 QS0219  HISTORY     - 19960425 GOOD             NGS
 QS0219  HISTORY     - 20120620 MARK NOT FOUND   INDIV
 QS0219
 QS0219                          STATION DESCRIPTION
 QS0219
 QS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0219'4.6 MI SE FROM WHITLOCKS CROSSING.
 QS0219'4.6 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 212 FROM THE MISSOURI
 QS0219'RIVER BRIDGE AT WHITLOCKS CROSSING, POTTER COUNTY, AT A T-ROAD,
 QS0219'99 FEET EAST OF THE CENTER LINE OF THE ROAD, AT A 3-FOOT CONCRETE
 QS0219'CULVERT, IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL,
 QS0219'18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH
 QS0219'OF A RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET LOWER THAN THE
 QS0219'HIGHWAY.  A STANDARD DISK, STAMPED A 69 1934.
 QS0219
 QS0219                          STATION RECOVERY (1945)
 QS0219
 QS0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0219'RECOVERED IN GOOD CONDITION.
 QS0219
 QS0219                          STATION RECOVERY (1996)
 QS0219
 QS0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0219'21.6 KM (13.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0219'OF EXENE STREET IN GETTYSBURG, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG
 QS0219'A GRAVELED ROAD, IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST END OF
 QS0219'THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 28.0 M (91.9
 QS0219'FT) EAST OF THE EXTENDED ROAD CENTER, 5.6 M (18.4 FT) NORTH OF THE
 QS0219'ROAD CENTER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M
 QS0219'(0.7 FT) SOUTH OF A WITNESS POST.
 QS0219
 QS0219                          STATION RECOVERY (2012)
 QS0219
 QS0219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0026 ***********************************************************************
 OR0026  DESIGNATION -  A 7
 OR0026  PID         -  OR0026
 OR0026  STATE/COUNTY-  SD/AURORA
 OR0026  COUNTRY     -  US
 OR0026  USGS QUAD   -  PLANKINTON (2017)
 OR0026
 OR0026                         *CURRENT SURVEY CONTROL
 OR0026  ______________________________________________________________________
 OR0026* NAD 83(1986) POSITION- 43 42 51.     (N) 098 29 07.     (W)   SCALED
 OR0026* NAVD 88 ORTHO HEIGHT -   464.953 (meters)     1525.43  (feet) ADJUSTED
 OR0026  ______________________________________________________________________
 OR0026  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 OR0026  DYNAMIC HEIGHT  -        464.836 (meters)     1525.05  (feet) COMP
 OR0026  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 OR0026
 OR0026  VERT ORDER      -  FIRST     CLASS II
 OR0026
 OR0026.The horizontal coordinates were scaled from a map and have
 OR0026.an estimated accuracy of +/- 6 seconds.
 OR0026
 OR0026.The orthometric height was determined by differential leveling and
 OR0026.adjusted by the NATIONAL GEODETIC SURVEY
 OR0026.in June 1991.
 OR0026
 OR0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0026.GEOID18 height accuracy estimate available here.
 OR0026
 OR0026.Click photographs - Photos may exist for this station.
 OR0026
 OR0026.The dynamic height is computed by dividing the NAVD 88
 OR0026.geopotential number by the normal gravity value computed on the
 OR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0026.degrees latitude (g = 980.6199 gals.).
 OR0026
 OR0026.The modeled gravity was interpolated from observed gravity values.
 OR0026
 OR0026;                    North         East    Units  Estimated Accuracy
 OR0026;SPC SD S     -   155,060.      748,910.      MT  (+/- 180 meters Scaled)
 OR0026
 OR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP414402(NAD 83)
 OR0026
 OR0026                          SUPERSEDED SURVEY CONTROL
 OR0026
 OR0026  NGVD 29 (??/??/92)  464.630  (m)         1524.37   (f) ADJ UNCH    1 2
 OR0026
 OR0026.Superseded values are not recommended for survey control.
 OR0026
 OR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0026.See file dsdata.pdf to determine how the superseded data were derived.
 OR0026
 OR0026_MARKER: DB = BENCH MARK DISK
 OR0026_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0026_SP_SET: STEP
 OR0026_STAMPING: A 7 1925
 OR0026_MARK LOGO: CGS
 OR0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0026
 OR0026  HISTORY     - Date     Condition        Report By
 OR0026  HISTORY     - 1925     MONUMENTED       CGS
 OR0026  HISTORY     - 1941     GOOD             CGS
 OR0026  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0026
 OR0026                          STATION DESCRIPTION
 OR0026
 OR0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0026'AT PLANKINTON.
 OR0026'AT PLANKINTON, AURORA COUNTY, 2 BLOCKS NORTH OF THE CHICAGO,
 OR0026'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT THE SOUTHWEST
 OR0026'CORNER OF THE INTERSECTION OF MAIN AND FIRST STREETS, AT THE
 OR0026'EAST FACE OF THE FARMERS AND MERCHANTS NATIONAL BANK BUILDING,
 OR0026'AT THE NORTH SIDE OF THE DOORWAY, IN THE TOP OF THE STONE
 OR0026'DOORSTEP, AND IN THE RECESS BETWEEN THE PEDESTAL LAMPPOST AND
 OR0026'THE BRICK PILLAR.  A STANDARD DISK, STAMPED A 7 1925.
 OR0026
 OR0026                          STATION RECOVERY (1941)
 OR0026
 OR0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0026'RECOVERED IN GOOD CONDITION.
 OR0026
 OR0026                          STATION RECOVERY (1991)
 OR0026
 OR0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0026'THE DESCRIBED BUILDING HAS BEEN REMODELED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0586 ***********************************************************************
 PU0586  DESIGNATION -  A 7 M
 PU0586  PID         -  PU0586
 PU0586  STATE/COUNTY-  SD/PENNINGTON
 PU0586  COUNTRY     -  US
 PU0586  USGS QUAD   -  HORSE TOOTH (2017)
 PU0586
 PU0586                         *CURRENT SURVEY CONTROL
 PU0586  ______________________________________________________________________
 PU0586* NAD 83(1986) POSITION- 44 10 55.     (N) 102 02 35.     (W)   SCALED
 PU0586* NAVD 88 ORTHO HEIGHT -   808.937 (meters)     2653.99  (feet) ADJUSTED
 PU0586  ______________________________________________________________________
 PU0586  GEOID HEIGHT    -        -19.731 (meters)                     GEOID18
 PU0586  DYNAMIC HEIGHT  -        808.704 (meters)     2653.22  (feet) COMP
 PU0586  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 PU0586
 PU0586  VERT ORDER      -  SECOND    CLASS 0
 PU0586
 PU0586.The horizontal coordinates were scaled from a map and have
 PU0586.an estimated accuracy of +/- 6 seconds.
 PU0586
 PU0586.The orthometric height was determined by differential leveling and
 PU0586.adjusted by the NATIONAL GEODETIC SURVEY
 PU0586.in June 1991.
 PU0586
 PU0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0586.GEOID18 height accuracy estimate available here.
 PU0586
 PU0586.Click photographs - Photos may exist for this station.
 PU0586
 PU0586.The dynamic height is computed by dividing the NAVD 88
 PU0586.geopotential number by the normal gravity value computed on the
 PU0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0586.degrees latitude (g = 980.6199 gals.).
 PU0586
 PU0586.The modeled gravity was interpolated from observed gravity values.
 PU0586
 PU0586;                    North         East    Units  Estimated Accuracy
 PU0586;SPC SD S     -   206,780.      463,310.      MT  (+/- 180 meters Scaled)
 PU0586
 PU0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ363963(NAD 83)
 PU0586
 PU0586                          SUPERSEDED SURVEY CONTROL
 PU0586
 PU0586  NGVD 29 (??/??/92)  808.48   (m)         2652.5    (f) COMPUTED    2 0
 PU0586
 PU0586.Superseded values are not recommended for survey control.
 PU0586
 PU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0586.See file dsdata.pdf to determine how the superseded data were derived.
 PU0586
 PU0586_MARKER: DS = TRIANGULATION STATION DISK
 PU0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0586_STAMPING: A 7 M 1961
 PU0586_MARK LOGO: CGS
 PU0586_PROJECTION: FLUSH
 PU0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0586+STABILITY: SURFACE MOTION
 PU0586
 PU0586  HISTORY     - Date     Condition        Report By
 PU0586  HISTORY     - 1961     MONUMENTED       CGS
 PU0586  HISTORY     - 1962     GOOD             CGS
 PU0586
 PU0586                          STATION DESCRIPTION
 PU0586
 PU0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0586'18.1 MI NE FROM QUINN.
 PU0586'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0586'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0586'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES EAST
 PU0586'ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A ROAD JUNCTION, 0.3
 PU0586'MILE WEST OF A FARMHOUSE ON THE NORTH SIDE OF THE ROAD, ON THE
 PU0586'CREST OF A SMALL HILL, 73 FEET SOUTH OF THE CENTER LINE OF THE
 PU0586'ROAD, 35.2 FEET SOUTH OF A POWER POLE, 73.1 FEET SOUTHEAST OF
 PU0586'A 7 M NO 2, 37.9 FEET SOUTH-SOUTHWEST OF A 7 M NO 1, 37 FEET
 PU0586'SOUTH OF A METAL WITNESS POST, 37.8 FEET SOUTH OF A FENCE, ABOUT
 PU0586'5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0586'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0580 ***********************************************************************
 PU0580  DESIGNATION -  A 7 M AZ MK
 PU0580  PID         -  PU0580
 PU0580  STATE/COUNTY-  SD/PENNINGTON
 PU0580  COUNTRY     -  US
 PU0580  USGS QUAD   -  HORSE TOOTH (2017)
 PU0580
 PU0580                         *CURRENT SURVEY CONTROL
 PU0580  ______________________________________________________________________
 PU0580* NAD 83(1986) POSITION- 44 10 56.     (N) 102 03 23.     (W)   SCALED
 PU0580* NAVD 88 ORTHO HEIGHT -   804.026 (meters)     2637.88  (feet) ADJUSTED
 PU0580  ______________________________________________________________________
 PU0580  GEOID HEIGHT    -        -19.685 (meters)                     GEOID18
 PU0580  DYNAMIC HEIGHT  -        803.795 (meters)     2637.12  (feet) COMP
 PU0580  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 PU0580
 PU0580  VERT ORDER      -  SECOND    CLASS 0
 PU0580
 PU0580.The horizontal coordinates were scaled from a map and have
 PU0580.an estimated accuracy of +/- 6 seconds.
 PU0580
 PU0580.The orthometric height was determined by differential leveling and
 PU0580.adjusted by the NATIONAL GEODETIC SURVEY
 PU0580.in June 1991.
 PU0580
 PU0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0580.GEOID18 height accuracy estimate available here.
 PU0580
 PU0580.Click photographs - Photos may exist for this station.
 PU0580
 PU0580.The dynamic height is computed by dividing the NAVD 88
 PU0580.geopotential number by the normal gravity value computed on the
 PU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0580.degrees latitude (g = 980.6199 gals.).
 PU0580
 PU0580.The modeled gravity was interpolated from observed gravity values.
 PU0580
 PU0580;                    North         East    Units  Estimated Accuracy
 PU0580;SPC SD S     -   206,830.      462,240.      MT  (+/- 180 meters Scaled)
 PU0580
 PU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ352963(NAD 83)
 PU0580
 PU0580                          SUPERSEDED SURVEY CONTROL
 PU0580
 PU0580  NGVD 29 (??/??/92)  803.57   (m)         2636.4    (f) COMPUTED    2 0
 PU0580
 PU0580.Superseded values are not recommended for survey control.
 PU0580
 PU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0580.See file dsdata.pdf to determine how the superseded data were derived.
 PU0580
 PU0580_MARKER: DZ = AZIMUTH MARK DISK
 PU0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0580_STAMPING: A 7 M 1961
 PU0580_MARK LOGO: CGS
 PU0580_PROJECTION: FLUSH
 PU0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0580+STABILITY: SURFACE MOTION
 PU0580
 PU0580  HISTORY     - Date     Condition        Report By
 PU0580  HISTORY     - 1961     MONUMENTED       CGS
 PU0580  HISTORY     - 1962     GOOD             CGS
 PU0580
 PU0580                          STATION DESCRIPTION
 PU0580
 PU0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0580'17.4 MI NE FROM QUINN.
 PU0580'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0580'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0580'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.55 MILES EAST
 PU0580'ALONG A GRAVELED ROAD, 0.45 MILE EAST OF A SCHOOLHOUSE, 35 FEET
 PU0580'SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF A POWER
 PU0580'POLE, 1.3 FEET SOUTH OF A METAL WITNESS POST, 1.0 FEET SOUTH
 PU0580'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0580'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0585 ***********************************************************************
 PU0585  DESIGNATION -  A 7 M RM 1
 PU0585  PID         -  PU0585
 PU0585  STATE/COUNTY-  SD/PENNINGTON
 PU0585  COUNTRY     -  US
 PU0585  USGS QUAD   -  HORSE TOOTH (2017)
 PU0585
 PU0585                         *CURRENT SURVEY CONTROL
 PU0585  ______________________________________________________________________
 PU0585* NAD 83(1986) POSITION- 44 10 56.     (N) 102 02 34.     (W)   SCALED
 PU0585* NAVD 88 ORTHO HEIGHT -   808.634 (meters)     2652.99  (feet) ADJUSTED
 PU0585  ______________________________________________________________________
 PU0585  GEOID HEIGHT    -        -19.732 (meters)                     GEOID18
 PU0585  DYNAMIC HEIGHT  -        808.402 (meters)     2652.23  (feet) COMP
 PU0585  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 PU0585
 PU0585  VERT ORDER      -  SECOND    CLASS 0
 PU0585
 PU0585.The horizontal coordinates were scaled from a map and have
 PU0585.an estimated accuracy of +/- 6 seconds.
 PU0585
 PU0585.The orthometric height was determined by differential leveling and
 PU0585.adjusted by the NATIONAL GEODETIC SURVEY
 PU0585.in June 1991.
 PU0585
 PU0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0585.GEOID18 height accuracy estimate available here.
 PU0585
 PU0585.Click photographs - Photos may exist for this station.
 PU0585
 PU0585.The dynamic height is computed by dividing the NAVD 88
 PU0585.geopotential number by the normal gravity value computed on the
 PU0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0585.degrees latitude (g = 980.6199 gals.).
 PU0585
 PU0585.The modeled gravity was interpolated from observed gravity values.
 PU0585
 PU0585;                    North         East    Units  Estimated Accuracy
 PU0585;SPC SD S     -   206,810.      463,330.      MT  (+/- 180 meters Scaled)
 PU0585
 PU0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ363963(NAD 83)
 PU0585
 PU0585                          SUPERSEDED SURVEY CONTROL
 PU0585
 PU0585  NGVD 29 (??/??/92)  808.18   (m)         2651.5    (f) COMPUTED    2 0
 PU0585
 PU0585.Superseded values are not recommended for survey control.
 PU0585
 PU0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0585.See file dsdata.pdf to determine how the superseded data were derived.
 PU0585
 PU0585_MARKER: DR = REFERENCE MARK DISK
 PU0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0585_STAMPING: A 7 M NO 1 1961
 PU0585_MARK LOGO: CGS
 PU0585_PROJECTION: FLUSH
 PU0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0585+STABILITY: SURFACE MOTION
 PU0585
 PU0585  HISTORY     - Date     Condition        Report By
 PU0585  HISTORY     - 1961     MONUMENTED       CGS
 PU0585  HISTORY     - 1962     GOOD             CGS
 PU0585
 PU0585                          STATION DESCRIPTION
 PU0585
 PU0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0585'18.1 MI NE FROM QUINN.
 PU0585'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0585'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0585'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES EAST
 PU0585'ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A ROAD JUNCTION, 0.3
 PU0585'MILE WEST OF A FARMHOUSE ON THE NORTH SIDE OF THE ROAD, 37.9 FEET
 PU0585'NORTH-NORTHEAST OF A 7 M 1961, 36 FEET SOUTH OF THE CENTER LINE
 PU0585'OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF
 PU0585'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0587 ***********************************************************************
 PU0587  DESIGNATION -  A 7 M RM 2
 PU0587  PID         -  PU0587
 PU0587  STATE/COUNTY-  SD/PENNINGTON
 PU0587  COUNTRY     -  US
 PU0587  USGS QUAD   -  HORSE TOOTH (2017)
 PU0587
 PU0587                         *CURRENT SURVEY CONTROL
 PU0587  ______________________________________________________________________
 PU0587* NAD 83(1986) POSITION- 44 10 56.     (N) 102 02 36.     (W)   SCALED
 PU0587* NAVD 88 ORTHO HEIGHT -   807.954 (meters)     2650.76  (feet) ADJUSTED
 PU0587  ______________________________________________________________________
 PU0587  GEOID HEIGHT    -        -19.730 (meters)                     GEOID18
 PU0587  DYNAMIC HEIGHT  -        807.722 (meters)     2650.00  (feet) COMP
 PU0587  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 PU0587
 PU0587  VERT ORDER      -  SECOND    CLASS 0
 PU0587
 PU0587.The horizontal coordinates were scaled from a map and have
 PU0587.an estimated accuracy of +/- 6 seconds.
 PU0587
 PU0587.The orthometric height was determined by differential leveling and
 PU0587.adjusted by the NATIONAL GEODETIC SURVEY
 PU0587.in June 1991.
 PU0587
 PU0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0587.GEOID18 height accuracy estimate available here.
 PU0587
 PU0587.Click photographs - Photos may exist for this station.
 PU0587
 PU0587.The dynamic height is computed by dividing the NAVD 88
 PU0587.geopotential number by the normal gravity value computed on the
 PU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0587.degrees latitude (g = 980.6199 gals.).
 PU0587
 PU0587.The modeled gravity was interpolated from observed gravity values.
 PU0587
 PU0587;                    North         East    Units  Estimated Accuracy
 PU0587;SPC SD S     -   206,810.      463,280.      MT  (+/- 180 meters Scaled)
 PU0587
 PU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ363963(NAD 83)
 PU0587
 PU0587                          SUPERSEDED SURVEY CONTROL
 PU0587
 PU0587  NGVD 29 (??/??/92)  807.50   (m)         2649.3    (f) COMPUTED    2 0
 PU0587
 PU0587.Superseded values are not recommended for survey control.
 PU0587
 PU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0587.See file dsdata.pdf to determine how the superseded data were derived.
 PU0587
 PU0587_MARKER: DR = REFERENCE MARK DISK
 PU0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0587_STAMPING: A 7 M NO 2 1961
 PU0587_MARK LOGO: CGS
 PU0587_PROJECTION: FLUSH
 PU0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0587+STABILITY: SURFACE MOTION
 PU0587
 PU0587  HISTORY     - Date     Condition        Report By
 PU0587  HISTORY     - 1961     MONUMENTED       CGS
 PU0587  HISTORY     - 1962     GOOD             CGS
 PU0587
 PU0587                          STATION DESCRIPTION
 PU0587
 PU0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0587'18.1 MI NE FROM QUINN.
 PU0587'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0587'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0587'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES EAST
 PU0587'ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A ROAD JUNCTION, 0.3
 PU0587'MILE WEST OF A FARMHOUSE ON THE NORTH SIDE OF THE ROAD, ON THE
 PU0587'CREST OF A SMALL HILL, 73.1 FEET NORTHWEST OF A 7 M 1961, 70
 PU0587'FEET WEST OF A POWER POLE, 36 FEET SOUTH OF THE CENTER LINE OF
 PU0587'THE ROAD, 1.0 FOOT SOUTH OF A FENCE LINE, 2 1/2 FEET ABOVE THE
 PU0587'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PU0587'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0582 ***********************************************************************
 PU0582  DESIGNATION -  A 7 N
 PU0582  PID         -  PU0582
 PU0582  STATE/COUNTY-  SD/PENNINGTON
 PU0582  COUNTRY     -  US
 PU0582  USGS QUAD   -  HORSE TOOTH (2017)
 PU0582
 PU0582                         *CURRENT SURVEY CONTROL
 PU0582  ______________________________________________________________________
 PU0582* NAD 83(1986) POSITION- 44 11 06.     (N) 102 02 58.     (W)   SCALED
 PU0582* NAVD 88 ORTHO HEIGHT -   817.923 (meters)     2683.47  (feet) ADJUSTED
 PU0582  ______________________________________________________________________
 PU0582  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 PU0582  DYNAMIC HEIGHT  -        817.688 (meters)     2682.70  (feet) COMP
 PU0582  MODELED GRAVITY -    980,303.7   (mgal)                       NAVD 88
 PU0582
 PU0582  VERT ORDER      -  SECOND    CLASS 0
 PU0582
 PU0582.The horizontal coordinates were scaled from a map and have
 PU0582.an estimated accuracy of +/- 6 seconds.
 PU0582
 PU0582.The orthometric height was determined by differential leveling and
 PU0582.adjusted by the NATIONAL GEODETIC SURVEY
 PU0582.in June 1991.
 PU0582
 PU0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0582.GEOID18 height accuracy estimate available here.
 PU0582
 PU0582.Click photographs - Photos may exist for this station.
 PU0582
 PU0582.The dynamic height is computed by dividing the NAVD 88
 PU0582.geopotential number by the normal gravity value computed on the
 PU0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0582.degrees latitude (g = 980.6199 gals.).
 PU0582
 PU0582.The modeled gravity was interpolated from observed gravity values.
 PU0582
 PU0582;                    North         East    Units  Estimated Accuracy
 PU0582;SPC SD S     -   207,130.      462,800.      MT  (+/- 180 meters Scaled)
 PU0582
 PU0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ358966(NAD 83)
 PU0582
 PU0582                          SUPERSEDED SURVEY CONTROL
 PU0582
 PU0582  NGVD 29 (??/??/92)  817.47   (m)         2682.0    (f) COMPUTED    2 0
 PU0582
 PU0582.Superseded values are not recommended for survey control.
 PU0582
 PU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0582.See file dsdata.pdf to determine how the superseded data were derived.
 PU0582
 PU0582_MARKER: DS = TRIANGULATION STATION DISK
 PU0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0582_STAMPING: A 7 N 1961
 PU0582_MARK LOGO: CGS
 PU0582_PROJECTION: FLUSH
 PU0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0582+STABILITY: SURFACE MOTION
 PU0582
 PU0582  HISTORY     - Date     Condition        Report By
 PU0582  HISTORY     - 1961     MONUMENTED       CGS
 PU0582  HISTORY     - 1962     GOOD             CGS
 PU0582
 PU0582                          STATION DESCRIPTION
 PU0582
 PU0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0582'18 MI NE FROM QUINN.
 PU0582'ABOUT 8.7 MILES NORTH ALONG A ASPHALT ROAD FROM THE POST OFFICE
 PU0582'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0582'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.05 MILES EAST
 PU0582'ALONG A GRAVELED ROAD, 436 FEET WEST OF THE CENTER LINE OF THE
 PU0582'OF THE ROAD, 404 FEET WEST OF A FENCE LINE, ON THE CREST OF A
 PU0582'HILL, 59.1 FEET EAST OF A 7 N NO 2, 58.6 FEET SOUTH OF A 7 N
 PU0582'NO 1, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0582'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0583 ***********************************************************************
 PU0583  DESIGNATION -  A 7 N RM 1
 PU0583  PID         -  PU0583
 PU0583  STATE/COUNTY-  SD/PENNINGTON
 PU0583  COUNTRY     -  US
 PU0583  USGS QUAD   -  HORSE TOOTH (2017)
 PU0583
 PU0583                         *CURRENT SURVEY CONTROL
 PU0583  ______________________________________________________________________
 PU0583* NAD 83(1986) POSITION- 44 11 07.     (N) 102 02 58.     (W)   SCALED
 PU0583* NAVD 88 ORTHO HEIGHT -   817.393 (meters)     2681.73  (feet) ADJUSTED
 PU0583  ______________________________________________________________________
 PU0583  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 PU0583  DYNAMIC HEIGHT  -        817.158 (meters)     2680.96  (feet) COMP
 PU0583  MODELED GRAVITY -    980,303.7   (mgal)                       NAVD 88
 PU0583
 PU0583  VERT ORDER      -  SECOND    CLASS 0
 PU0583
 PU0583.The horizontal coordinates were scaled from a map and have
 PU0583.an estimated accuracy of +/- 6 seconds.
 PU0583
 PU0583.The orthometric height was determined by differential leveling and
 PU0583.adjusted by the NATIONAL GEODETIC SURVEY
 PU0583.in June 1991.
 PU0583
 PU0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0583.GEOID18 height accuracy estimate available here.
 PU0583
 PU0583.Click photographs - Photos may exist for this station.
 PU0583
 PU0583.The dynamic height is computed by dividing the NAVD 88
 PU0583.geopotential number by the normal gravity value computed on the
 PU0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0583.degrees latitude (g = 980.6199 gals.).
 PU0583
 PU0583.The modeled gravity was interpolated from observed gravity values.
 PU0583
 PU0583;                    North         East    Units  Estimated Accuracy
 PU0583;SPC SD S     -   207,160.      462,800.      MT  (+/- 180 meters Scaled)
 PU0583
 PU0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ358966(NAD 83)
 PU0583
 PU0583                          SUPERSEDED SURVEY CONTROL
 PU0583
 PU0583  NGVD 29 (??/??/92)  816.94   (m)         2680.2    (f) COMPUTED    2 0
 PU0583
 PU0583.Superseded values are not recommended for survey control.
 PU0583
 PU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0583.See file dsdata.pdf to determine how the superseded data were derived.
 PU0583
 PU0583_MARKER: DR = REFERENCE MARK DISK
 PU0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0583_STAMPING: A 7 N NO 1 1961
 PU0583_MARK LOGO: CGS
 PU0583_PROJECTION: FLUSH
 PU0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0583+STABILITY: SURFACE MOTION
 PU0583
 PU0583  HISTORY     - Date     Condition        Report By
 PU0583  HISTORY     - 1961     MONUMENTED       CGS
 PU0583  HISTORY     - 1962     GOOD             CGS
 PU0583
 PU0583                          STATION DESCRIPTION
 PU0583
 PU0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0583'18 MI NE FROM QUINN.
 PU0583'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0583'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0583'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.05 MILES EAST
 PU0583'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 PU0583'ROAD, 434 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 402 1/2
 PU0583'FEET WEST OF A FENCE, ON THE CREST OF A HILL, 58.6 FEET NORTH
 PU0583'OF A 7 N 1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PU0583'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0584 ***********************************************************************
 PU0584  DESIGNATION -  A 7 N RM 2
 PU0584  PID         -  PU0584
 PU0584  STATE/COUNTY-  SD/PENNINGTON
 PU0584  COUNTRY     -  US
 PU0584  USGS QUAD   -  HORSE TOOTH (2017)
 PU0584
 PU0584                         *CURRENT SURVEY CONTROL
 PU0584  ______________________________________________________________________
 PU0584* NAD 83(1986) POSITION- 44 11 06.     (N) 102 02 59.     (W)   SCALED
 PU0584* NAVD 88 ORTHO HEIGHT -   817.825 (meters)     2683.15  (feet) ADJUSTED
 PU0584  ______________________________________________________________________
 PU0584  GEOID HEIGHT    -        -19.709 (meters)                     GEOID18
 PU0584  DYNAMIC HEIGHT  -        817.591 (meters)     2682.38  (feet) COMP
 PU0584  MODELED GRAVITY -    980,303.7   (mgal)                       NAVD 88
 PU0584
 PU0584  VERT ORDER      -  SECOND    CLASS 0
 PU0584
 PU0584.The horizontal coordinates were scaled from a map and have
 PU0584.an estimated accuracy of +/- 6 seconds.
 PU0584
 PU0584.The orthometric height was determined by differential leveling and
 PU0584.adjusted by the NATIONAL GEODETIC SURVEY
 PU0584.in June 1991.
 PU0584
 PU0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0584.GEOID18 height accuracy estimate available here.
 PU0584
 PU0584.Click photographs - Photos may exist for this station.
 PU0584
 PU0584.The dynamic height is computed by dividing the NAVD 88
 PU0584.geopotential number by the normal gravity value computed on the
 PU0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0584.degrees latitude (g = 980.6199 gals.).
 PU0584
 PU0584.The modeled gravity was interpolated from observed gravity values.
 PU0584
 PU0584;                    North         East    Units  Estimated Accuracy
 PU0584;SPC SD S     -   207,130.      462,780.      MT  (+/- 180 meters Scaled)
 PU0584
 PU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ358966(NAD 83)
 PU0584
 PU0584                          SUPERSEDED SURVEY CONTROL
 PU0584
 PU0584  NGVD 29 (??/??/92)  817.37   (m)         2681.7    (f) COMPUTED    2 0
 PU0584
 PU0584.Superseded values are not recommended for survey control.
 PU0584
 PU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0584.See file dsdata.pdf to determine how the superseded data were derived.
 PU0584
 PU0584_MARKER: DR = REFERENCE MARK DISK
 PU0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0584_STAMPING: A 7 N NO 2 1961
 PU0584_MARK LOGO: CGS
 PU0584_PROJECTION: FLUSH
 PU0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0584+STABILITY: SURFACE MOTION
 PU0584
 PU0584  HISTORY     - Date     Condition        Report By
 PU0584  HISTORY     - 1961     MONUMENTED       CGS
 PU0584  HISTORY     - 1962     GOOD             CGS
 PU0584
 PU0584                          STATION DESCRIPTION
 PU0584
 PU0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0584'18 MI NE FROM QUINN.
 PU0584'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0584'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0584'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.05 MILES EAST
 PU0584'ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED
 PU0584'ROAD, 495 FEET WEST OF THE CENTER LINE OF THE ROAD, ON THE CREST
 PU0584'OF A HILL, 59.1 FEET WEST OF A 7 N 1961, AND SET IN THE TOP OF
 PU0584'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0993 ***********************************************************************
 OR0993  DESIGNATION -  A 7 RESET
 OR0993  PID         -  OR0993
 OR0993  STATE/COUNTY-  SD/AURORA
 OR0993  COUNTRY     -  US
 OR0993  USGS QUAD   -  PLANKINTON (2017)
 OR0993
 OR0993                         *CURRENT SURVEY CONTROL
 OR0993  ______________________________________________________________________
 OR0993* NAD 83(1986) POSITION- 43 42 51.     (N) 098 29 07.     (W)   SCALED
 OR0993* NAVD 88 ORTHO HEIGHT -   464.950 (meters)     1525.42  (feet) ADJUSTED
 OR0993  ______________________________________________________________________
 OR0993  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 OR0993  DYNAMIC HEIGHT  -        464.833 (meters)     1525.04  (feet) COMP
 OR0993  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 OR0993
 OR0993  VERT ORDER      -  FIRST     CLASS II
 OR0993
 OR0993.The horizontal coordinates were scaled from a map and have
 OR0993.an estimated accuracy of +/- 6 seconds.
 OR0993
 OR0993.The orthometric height was determined by differential leveling and
 OR0993.adjusted by the NATIONAL GEODETIC SURVEY
 OR0993.in September 1993.
 OR0993
 OR0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0993.GEOID18 height accuracy estimate available here.
 OR0993
 OR0993.Click photographs - Photos may exist for this station.
 OR0993
 OR0993.The dynamic height is computed by dividing the NAVD 88
 OR0993.geopotential number by the normal gravity value computed on the
 OR0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0993.degrees latitude (g = 980.6199 gals.).
 OR0993
 OR0993.The modeled gravity was interpolated from observed gravity values.
 OR0993
 OR0993;                    North         East    Units  Estimated Accuracy
 OR0993;SPC SD S     -   155,060.      748,910.      MT  (+/- 180 meters Scaled)
 OR0993
 OR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP414402(NAD 83)
 OR0993
 OR0993                          SUPERSEDED SURVEY CONTROL
 OR0993
 OR0993.No superseded survey control is available for this station.
 OR0993
 OR0993_MARKER: DB = BENCH MARK DISK
 OR0993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0993_SP_SET: STEP
 OR0993_STAMPING: A 7 RESET 1968
 OR0993_MARK LOGO: CGS
 OR0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0993+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0993
 OR0993  HISTORY     - Date     Condition        Report By
 OR0993  HISTORY     - 1968     MONUMENTED       CGS
 OR0993  HISTORY     - 19910623 GOOD             NGS
 OR0993  HISTORY     - 20120208 GOOD             INDIV
 OR0993
 OR0993                          STATION DESCRIPTION
 OR0993
 OR0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0993'IN PLANKINTON, AT THE INTERSECTION OF MAIN AND 1ST STREETS, NEAR THE
 OR0993'NORTHWEST CORNER OF A CONCRETE STEP AT THE ENTRANCE TO THE FARMERS
 OR0993'AND MERCHANTS STATE BANK, 16.2 M (53.1 FT) SOUTH OF THE CENTER OF 1ST
 OR0993'STREET, 12.5 M (41.0 FT) WEST OF AND LEVEL WITH THE CENTER OF MAIN
 OR0993'STREET, AND 1.5 M (4.9 FT) NORTH OF THE CENTER OF THE ENTRANCE.
 OR0993
 OR0993                          STATION RECOVERY (2012)
 OR0993
 OR0993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0490 ***********************************************************************
 QS0490  DESIGNATION -  A 71
 QS0490  PID         -  QS0490
 QS0490  STATE/COUNTY-  SD/DEWEY
 QS0490  COUNTRY     -  US
 QS0490  USGS QUAD   -  LANTRY (2017)
 QS0490
 QS0490                         *CURRENT SURVEY CONTROL
 QS0490  ______________________________________________________________________
 QS0490* NAD 83(1986) POSITION- 45 02 01.     (N) 101 28 57.     (W)   SCALED
 QS0490* NAVD 88 ORTHO HEIGHT -   718.718 (meters)     2357.99  (feet) ADJUSTED
 QS0490  ______________________________________________________________________
 QS0490  GEOID HEIGHT    -        -20.807 (meters)                     GEOID18
 QS0490  DYNAMIC HEIGHT  -        718.574 (meters)     2357.52  (feet) COMP
 QS0490  MODELED GRAVITY -    980,393.1   (mgal)                       NAVD 88
 QS0490
 QS0490  VERT ORDER      -  FIRST     CLASS II
 QS0490
 QS0490.The horizontal coordinates were scaled from a map and have
 QS0490.an estimated accuracy of +/- 6 seconds.
 QS0490
 QS0490.The orthometric height was determined by differential leveling and
 QS0490.adjusted by the NATIONAL GEODETIC SURVEY
 QS0490.in June 1991.
 QS0490
 QS0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0490.GEOID18 height accuracy estimate available here.
 QS0490
 QS0490.Click photographs - Photos may exist for this station.
 QS0490
 QS0490.The dynamic height is computed by dividing the NAVD 88
 QS0490.geopotential number by the normal gravity value computed on the
 QS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0490.degrees latitude (g = 980.6199 gals.).
 QS0490
 QS0490.The modeled gravity was interpolated from observed gravity values.
 QS0490
 QS0490;                    North         East    Units  Estimated Accuracy
 QS0490;SPC SD N     -   134,450.      483,190.      MT  (+/- 180 meters Scaled)
 QS0490
 QS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ044896(NAD 83)
 QS0490
 QS0490                          SUPERSEDED SURVEY CONTROL
 QS0490
 QS0490  NGVD 29 (??/??/92)  718.244  (m)         2356.44   (f) ADJ UNCH    1 2
 QS0490
 QS0490.Superseded values are not recommended for survey control.
 QS0490
 QS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0490.See file dsdata.pdf to determine how the superseded data were derived.
 QS0490
 QS0490_MARKER: DB = BENCH MARK DISK
 QS0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0490_STAMPING: A 71 1934
 QS0490_MARK LOGO: CGS
 QS0490_PROJECTION: FLUSH
 QS0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0490+STABILITY: SURFACE MOTION
 QS0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0490+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0490
 QS0490  HISTORY     - Date     Condition        Report By
 QS0490  HISTORY     - 1934     MONUMENTED       CGS
 QS0490  HISTORY     - 1952     GOOD             CGS
 QS0490  HISTORY     - 1985     GOOD             NGS
 QS0490  HISTORY     - 19960425 GOOD             NGS
 QS0490  HISTORY     - 20120712 GOOD             INDIV
 QS0490
 QS0490                          STATION DESCRIPTION
 QS0490
 QS0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0490'2.9 MI W FROM LANTRY.
 QS0490'2.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0490'RAILROAD FROM THE STATION AT LANTRY, DEWEY COUNTY, 19 POLES
 QS0490'WEST OF MILEPOST 76, AT A ROAD CROSSING, 30 FEET WEST OF THE
 QS0490'CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE
 QS0490'TRACK, 5 FEET EAST OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE
 QS0490'RAIL.  A STANDARD DISK, STAMPED A 71 1934 AND SET IN THE TOP OF
 QS0490'A CONCRETE POST.
 QS0490
 QS0490                          STATION RECOVERY (1952)
 QS0490
 QS0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 QS0490'RECOVERED IN GOOD CONDITION.
 QS0490
 QS0490                          STATION RECOVERY (1985)
 QS0490
 QS0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0490'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.34 KM (6.43
 QS0490'MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 QS0490'DUPREE, IN THE WEST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING
 QS0490'SOUTH, 0.52 KM (0.32 MI) NORTHWEST OF MILEPOST 143, ALSO 0.95 KM (0.59
 QS0490'MI) SOUTHEAST OF THE DEWEY-ZIEBACH COUNTY LINE, 57.9 METERS (190 FT)
 QS0490'SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.4 METERS (34 FT) WEST OF THE
 QS0490'CENTER OF THE ROAD, 11.7 METERS (38.5 FT) NORTH OF A POWER POLE AND
 QS0490'3.5 METERS (11.5 FT) NORTHEAST OF AN ANGLED OFFSET FENCE CORNER.
 QS0490'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0490'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0490
 QS0490                          STATION RECOVERY (1996)
 QS0490
 QS0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0490'10.3 KM (6.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0490'MAIN STREET IN DUPREE, 519.0 M (1702.8 FT) WEST OF MILEPOST 143, 57.9
 QS0490'M (190.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 11.7 M (38.4 FT)
 QS0490'NORTH OF A UTILITY POLE, 10.4 M (34.1 FT) WEST OF THE CENTER OF A DIRT
 QS0490'ROAD, 3.5 M (11.5 FT) NORTHEAST OF A FENCE CORNER, 1.5 M (4.9 FT)
 QS0490'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 QS0490'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0490
 QS0490                          STATION RECOVERY (2012)
 QS0490
 QS0490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0423 ***********************************************************************
 PT0423  DESIGNATION -  A 73
 PT0423  PID         -  PT0423
 PT0423  STATE/COUNTY-  SD/STANLEY
 PT0423  COUNTRY     -  US
 PT0423  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0423
 PT0423                         *CURRENT SURVEY CONTROL
 PT0423  ______________________________________________________________________
 PT0423* NAD 83(1986) POSITION- 44 26 28.     (N) 101 08 08.     (W)   SCALED
 PT0423* NAVD 88 ORTHO HEIGHT -   643.891 (meters)     2112.50  (feet) ADJUSTED
 PT0423  ______________________________________________________________________
 PT0423  GEOID HEIGHT    -        -22.189 (meters)                     GEOID18
 PT0423  DYNAMIC HEIGHT  -        643.732 (meters)     2111.98  (feet) COMP
 PT0423  MODELED GRAVITY -    980,350.3   (mgal)                       NAVD 88
 PT0423
 PT0423  VERT ORDER      -  FIRST     CLASS II
 PT0423
 PT0423.The horizontal coordinates were scaled from a map and have
 PT0423.an estimated accuracy of +/- 6 seconds.
 PT0423
 PT0423.The orthometric height was determined by differential leveling and
 PT0423.adjusted by the NATIONAL GEODETIC SURVEY
 PT0423.in June 1991.
 PT0423
 PT0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0423.GEOID18 height accuracy estimate available here.
 PT0423
 PT0423.Click photographs - Photos may exist for this station.
 PT0423
 PT0423.The dynamic height is computed by dividing the NAVD 88
 PT0423.geopotential number by the normal gravity value computed on the
 PT0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0423.degrees latitude (g = 980.6199 gals.).
 PT0423
 PT0423.The modeled gravity was interpolated from observed gravity values.
 PT0423
 PT0423;                    North         East    Units  Estimated Accuracy
 PT0423;SPC SD S     -   234,480.      536,140.      MT  (+/- 180 meters Scaled)
 PT0423
 PT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ300230(NAD 83)
 PT0423
 PT0423                          SUPERSEDED SURVEY CONTROL
 PT0423
 PT0423  NGVD 29 (??/??/92)  643.402  (m)         2110.89   (f) ADJ UNCH    1 2
 PT0423
 PT0423.Superseded values are not recommended for survey control.
 PT0423
 PT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0423.See file dsdata.pdf to determine how the superseded data were derived.
 PT0423
 PT0423_MARKER: DB = BENCH MARK DISK
 PT0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0423_SP_SET: CULVERT HEADWALL
 PT0423_STAMPING: A 73 1934
 PT0423_MARK LOGO: CGS
 PT0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0423+STABILITY: SURFACE MOTION
 PT0423
 PT0423  HISTORY     - Date     Condition        Report By
 PT0423  HISTORY     - 1934     MONUMENTED       CGS
 PT0423  HISTORY     - 1985     GOOD             NGS
 PT0423
 PT0423                          STATION DESCRIPTION
 PT0423
 PT0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0423'27.2 MI N FROM MIDLAND.
 PT0423'IN STANLEY COUNTY, ABOUT 27.2 MILES NORTH ALONG STATE HIGHWAY 63
 PT0423'FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT A
 PT0423'LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE WEST CONCRETE
 PT0423'HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 PT0423'STAMPED A 73 1934.
 PT0423
 PT0423                          STATION RECOVERY (1985)
 PT0423
 PT0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0423'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  43.26 KM
 PT0423'(26.89 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THEIR
 PT0423'JUNCTION AT MIDLAND, IN THE TOP CENTER OF THE WEST HEADWALL FOR A
 PT0423'5- BY 14-FOOT CONCRETE DOUBLE BOX CULVERT, 0.24 KM (0.15 MI) SOUTH OF
 PT0423'MILEPOST 124, 4.6 METERS (15 FT) WEST OF THE HIGHWAY CENTERLINE.
 PT0423'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0312 ***********************************************************************
 OS0312  DESIGNATION -  A 74 RESET
 OS0312  PID         -  OS0312
 OS0312  STATE/COUNTY-  SD/JACKSON
 OS0312  COUNTRY     -  US
 OS0312  USGS QUAD   -  STAMFORD NW (2017)
 OS0312
 OS0312                         *CURRENT SURVEY CONTROL
 OS0312  ______________________________________________________________________
 OS0312* NAD 83(1986) POSITION- 43 57 40.     (N) 101 08 38.     (W)   SCALED
 OS0312* NAVD 88 ORTHO HEIGHT -   681.743 (meters)     2236.69  (feet) ADJUSTED
 OS0312  ______________________________________________________________________
 OS0312  GEOID HEIGHT    -        -22.967 (meters)                     GEOID18
 OS0312  DYNAMIC HEIGHT  -        681.532 (meters)     2235.99  (feet) COMP
 OS0312  MODELED GRAVITY -    980,286.9   (mgal)                       NAVD 88
 OS0312
 OS0312  VERT ORDER      -  FIRST     CLASS II
 OS0312
 OS0312.The horizontal coordinates were scaled from a map and have
 OS0312.an estimated accuracy of +/- 6 seconds.
 OS0312
 OS0312.The orthometric height was determined by differential leveling and
 OS0312.adjusted by the NATIONAL GEODETIC SURVEY
 OS0312.in June 1991.
 OS0312
 OS0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0312.GEOID18 height accuracy estimate available here.
 OS0312
 OS0312.Click photographs - Photos may exist for this station.
 OS0312
 OS0312.The dynamic height is computed by dividing the NAVD 88
 OS0312.geopotential number by the normal gravity value computed on the
 OS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0312.degrees latitude (g = 980.6199 gals.).
 OS0312
 OS0312.The modeled gravity was interpolated from observed gravity values.
 OS0312
 OS0312;                    North         East    Units  Estimated Accuracy
 OS0312;SPC SD S     -   181,150.      534,950.      MT  (+/- 180 meters Scaled)
 OS0312
 OS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP280697(NAD 83)
 OS0312
 OS0312                          SUPERSEDED SURVEY CONTROL
 OS0312
 OS0312  NGVD 29 (??/??/??)  681.17   (m)         2234.8    (f) RESET       3  
 OS0312
 OS0312.Superseded values are not recommended for survey control.
 OS0312
 OS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0312.See file dsdata.pdf to determine how the superseded data were derived.
 OS0312
 OS0312_MARKER: DB = BENCH MARK DISK
 OS0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0312_STAMPING: A 74 1934 RESET 1962
 OS0312_MARK LOGO: CGS
 OS0312_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0312+STABILITY: SURFACE MOTION
 OS0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0312+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0312
 OS0312  HISTORY     - Date     Condition        Report By
 OS0312  HISTORY     - 1962     MONUMENTED       CGS
 OS0312  HISTORY     - 1985     GOOD             NGS
 OS0312  HISTORY     - 20130116 GOOD             INDIV
 OS0312
 OS0312                          STATION DESCRIPTION
 OS0312
 OS0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0312'7.4 MI NW FROM STAMFORD.
 OS0312'0.6 MILE WEST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE IN
 OS0312'STAMFORD, THENCE NORTH 0.05 MILE, THENCE WEST 2.1 MILES ALONG
 OS0312'COUNTY ROAD, THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 63
 OS0312'(PRESENTLY UNDER CONSTRUCTION), 99 FEET EAST OF THE CENTERLINE
 OS0312'OF STATE HIGHWAY 63, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 OS0312'AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.  THE DISK
 OS0312'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 OS0312'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 OS0312'MARK IS 8.55 MILES SOUTH ALONG STATE HIGHWAY 63 FROM THE JUNCTION
 OS0312'OF STATE HIGHWAY 63 AND U.S. HIGHWAY 14 IN MIDLAND.
 OS0312
 OS0312                          STATION RECOVERY (1985)
 OS0312
 OS0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0312'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.68 KM (7.88
 OS0312'MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF US HIGHWAY 14
 OS0312'AT MIDLAND, NEAR THE NORTH END OF A CUT, 0.57 KM (0.35 MI) SOUTH OF
 OS0312'THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 30.2 METERS (99 FT) EAST
 OS0312'OF THE HIGHWAY CENTERLINE, 30.5 METERS (100 FT) NORTHEAST OF MILEPOST
 OS0312'89, 26.5 METERS (87 FT) NORTH OF THE SOUTH END OF A WIRE GATE IN THE
 OS0312'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 OS0312'FENCE.
 OS0312'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 OS0312'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OS0312
 OS0312                          STATION RECOVERY (2013)
 OS0312
 OS0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0480 ***********************************************************************
 PT0480  DESIGNATION -  A 76
 PT0480  PID         -  PT0480
 PT0480  STATE/COUNTY-  SD/HAAKON
 PT0480  COUNTRY     -  US
 PT0480  USGS QUAD   -  MIDLAND (2017)
 PT0480
 PT0480                         *CURRENT SURVEY CONTROL
 PT0480  ______________________________________________________________________
 PT0480* NAD 83(1986) POSITION- 44 03 36.     (N) 101 14 49.     (W)   SCALED
 PT0480* NAVD 88 ORTHO HEIGHT -   586.209 (meters)     1923.25  (feet) ADJUSTED
 PT0480  ______________________________________________________________________
 PT0480  GEOID HEIGHT    -        -22.591 (meters)                     GEOID18
 PT0480  DYNAMIC HEIGHT  -        586.034 (meters)     1922.68  (feet) COMP
 PT0480  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 PT0480
 PT0480  VERT ORDER      -  SECOND    CLASS 0
 PT0480
 PT0480.The horizontal coordinates were scaled from a map and have
 PT0480.an estimated accuracy of +/- 6 seconds.
 PT0480
 PT0480.The orthometric height was determined by differential leveling and
 PT0480.adjusted by the NATIONAL GEODETIC SURVEY
 PT0480.in June 1991.
 PT0480
 PT0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0480.GEOID18 height accuracy estimate available here.
 PT0480
 PT0480.Click photographs - Photos may exist for this station.
 PT0480
 PT0480.The dynamic height is computed by dividing the NAVD 88
 PT0480.geopotential number by the normal gravity value computed on the
 PT0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0480.degrees latitude (g = 980.6199 gals.).
 PT0480
 PT0480.The modeled gravity was interpolated from observed gravity values.
 PT0480
 PT0480;                    North         East    Units  Estimated Accuracy
 PT0480;SPC SD S     -   192,220.      526,800.      MT  (+/- 180 meters Scaled)
 PT0480
 PT0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP200809(NAD 83)
 PT0480
 PT0480                          SUPERSEDED SURVEY CONTROL
 PT0480
 PT0480  NGVD 29 (??/??/92)  585.75   (m)         1921.7    (f) COMPUTED    2 0
 PT0480
 PT0480.Superseded values are not recommended for survey control.
 PT0480
 PT0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0480.See file dsdata.pdf to determine how the superseded data were derived.
 PT0480
 PT0480_MARKER: DB = BENCH MARK DISK
 PT0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0480_SP_SET: CULVERT HEADWALL
 PT0480_STAMPING: A 76 1934
 PT0480_MARK LOGO: CGS
 PT0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0480+STABILITY: SURFACE MOTION
 PT0480
 PT0480  HISTORY     - Date     Condition        Report By
 PT0480  HISTORY     - 1934     MONUMENTED       CGS
 PT0480  HISTORY     - 1941     MARK NOT FOUND   CGS
 PT0480
 PT0480                          STATION DESCRIPTION
 PT0480
 PT0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0480'3 MI E FROM NOWLIN.
 PT0480'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT MILEPOST 538.  ONE
 PT0480'POLE EAST OF PRIVATE ROAD CROSSING.  SET IN CENTER OF SOUTH HEADWALL
 PT0480'OF HIGHWAY CULVERT, ABOUT 70 FEET NORTH OF TRACKS.  LEVEL WITH
 PT0480'TRACKS.
 PT0480
 PT0480                          STATION RECOVERY (1941)
 PT0480
 PT0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PT0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0481 ***********************************************************************
 PT0481  DESIGNATION -  A 76 RESET
 PT0481  PID         -  PT0481
 PT0481  STATE/COUNTY-  SD/HAAKON
 PT0481  COUNTRY     -  US
 PT0481  USGS QUAD   -  MIDLAND (2017)
 PT0481
 PT0481                         *CURRENT SURVEY CONTROL
 PT0481  ______________________________________________________________________
 PT0481* NAD 83(1986) POSITION- 44 03 36.     (N) 101 14 49.     (W)   SCALED
 PT0481* NAVD 88 ORTHO HEIGHT -   595.08  (meters)     1952.4   (feet) RESET
 PT0481  ______________________________________________________________________
 PT0481  GEOID HEIGHT    -        -22.591 (meters)                     GEOID18
 PT0481  VERT ORDER      -  THIRD
 PT0481
 PT0481.The horizontal coordinates were scaled from a map and have
 PT0481.an estimated accuracy of +/- 6 seconds.
 PT0481
 PT0481.The orthometric height was computed from unverified reset data.
 PT0481
 PT0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0481.GEOID18 height accuracy estimate available here.
 PT0481
 PT0481.Click photographs - Photos may exist for this station.
 PT0481
 PT0481;                    North         East    Units  Estimated Accuracy
 PT0481;SPC SD S     -   192,220.      526,800.      MT  (+/- 180 meters Scaled)
 PT0481
 PT0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP200809(NAD 83)
 PT0481
 PT0481                          SUPERSEDED SURVEY CONTROL
 PT0481
 PT0481.No superseded survey control is available for this station.
 PT0481
 PT0481_MARKER: DB = BENCH MARK DISK
 PT0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0481_SP_SET: BOX CULVERT
 PT0481_STAMPING: A 76 RESET 1941
 PT0481_MARK LOGO: CGS
 PT0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0481+STABILITY: SURFACE MOTION
 PT0481
 PT0481  HISTORY     - Date     Condition        Report By
 PT0481  HISTORY     - 1941     MONUMENTED       CGS
 PT0481
 PT0481                          STATION DESCRIPTION
 PT0481
 PT0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0481'3 MI E FROM NOWLIN.
 PT0481'3 MILES EAST ALONG U.S. HIGHWAY 14 FROM NOWLIN, HAAKON COUNTY,
 PT0481'1290 FEET WEST OF A POINT 1041 FEET NORTH OF THE CENTER OF SECTION
 PT0481'8, T.1 N. R.24 E., AND IN THE SOUTH PARAPET WALL OF A BOX CULVERT.
 PT0481'A STANDARD DISK, STAMPED A 76 RESET 1941.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0139 ***********************************************************************
 PS0139  DESIGNATION -  A 79
 PS0139  PID         -  PS0139
 PS0139  STATE/COUNTY-  SD/BUFFALO
 PS0139  COUNTRY     -  US
 PS0139  USGS QUAD   -  GANNVALLEY (2017)
 PS0139
 PS0139                         *CURRENT SURVEY CONTROL
 PS0139  ______________________________________________________________________
 PS0139* NAD 83(1986) POSITION- 44 04 55.     (N) 098 58 52.     (W)   SCALED
 PS0139* NAVD 88 ORTHO HEIGHT -   501.824 (meters)     1646.40  (feet) ADJUSTED
 PS0139  ______________________________________________________________________
 PS0139  GEOID HEIGHT    -        -25.112 (meters)                     GEOID18
 PS0139  DYNAMIC HEIGHT  -        501.703 (meters)     1646.00  (feet) COMP
 PS0139  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 PS0139
 PS0139  VERT ORDER      -  SECOND    CLASS 0
 PS0139
 PS0139.The horizontal coordinates were scaled from a map and have
 PS0139.an estimated accuracy of +/- 6 seconds.
 PS0139
 PS0139.The orthometric height was determined by differential leveling and
 PS0139.adjusted by the NATIONAL GEODETIC SURVEY
 PS0139.in June 1991.
 PS0139
 PS0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0139.GEOID18 height accuracy estimate available here.
 PS0139
 PS0139.Click photographs - Photos may exist for this station.
 PS0139
 PS0139.The dynamic height is computed by dividing the NAVD 88
 PS0139.geopotential number by the normal gravity value computed on the
 PS0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0139.degrees latitude (g = 980.6199 gals.).
 PS0139
 PS0139.The modeled gravity was interpolated from observed gravity values.
 PS0139
 PS0139;                    North         East    Units  Estimated Accuracy
 PS0139;SPC SD S     -   195,140.      708,300.      MT  (+/- 180 meters Scaled)
 PS0139
 PS0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP015809(NAD 83)
 PS0139
 PS0139                          SUPERSEDED SURVEY CONTROL
 PS0139
 PS0139  NGVD 29 (??/??/92)  501.474  (m)         1645.25   (f) ADJ UNCH    2 0
 PS0139
 PS0139.Superseded values are not recommended for survey control.
 PS0139
 PS0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0139.See file dsdata.pdf to determine how the superseded data were derived.
 PS0139
 PS0139_MARKER: DB = BENCH MARK DISK
 PS0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0139_SP_SET: CULVERT HEADWALL
 PS0139_STAMPING: A 79 1934
 PS0139_MARK LOGO: CGS
 PS0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0139+STABILITY: SURFACE MOTION
 PS0139
 PS0139  HISTORY     - Date     Condition        Report By
 PS0139  HISTORY     - 1934     MONUMENTED       CGS
 PS0139
 PS0139                          STATION DESCRIPTION
 PS0139
 PS0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0139'3.3 MI N FROM GANN VALLEY.
 PS0139'3.3 MILES NORTH OF POST OFFICE AT GANN VALLEY.  ALONG STATE
 PS0139'HIGHWAY 45 AT JUNCTION WITH STATE HIGHWAY 34.  AT 3 FOOT BY 6
 PS0139'FOOT RCB CULVERT, 200 FEET NORTH OF POINT OF INTERSECTION.  SET
 PS0139'IN THE CENTER OF THE WEST HEADWALL, 3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0140 ***********************************************************************
 PS0140  DESIGNATION -  A 79 RESET
 PS0140  PID         -  PS0140
 PS0140  STATE/COUNTY-  SD/BUFFALO
 PS0140  COUNTRY     -  US
 PS0140  USGS QUAD   -  GANNVALLEY (2017)
 PS0140
 PS0140                         *CURRENT SURVEY CONTROL
 PS0140  ______________________________________________________________________
 PS0140* NAD 83(1986) POSITION- 44 04 47.     (N) 098 59 13.     (W)   SCALED
 PS0140* NAVD 88 ORTHO HEIGHT -   500.72  (+/-2cm)     1642.8   (feet) VERTCON3
 PS0140  ______________________________________________________________________
 PS0140  GEOID HEIGHT    -        -25.113 (meters)                     GEOID18
 PS0140  VERT ORDER      -  THIRD (See Below)
 PS0140
 PS0140.The horizontal coordinates were scaled from a map and have
 PS0140.an estimated accuracy of +/- 6 seconds.
 PS0140
 PS0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0140
 PS0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0140.GEOID18 height accuracy estimate available here.
 PS0140
 PS0140.The vertical order pertains to the NGVD 29 superseded value.
 PS0140
 PS0140.Click photographs - Photos may exist for this station.
 PS0140
 PS0140;                    North         East    Units  Estimated Accuracy
 PS0140;SPC SD S     -   194,890.      707,830.      MT  (+/- 180 meters Scaled)
 PS0140
 PS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010807(NAD 83)
 PS0140
 PS0140                          SUPERSEDED SURVEY CONTROL
 PS0140
 PS0140  NGVD 29 (??/??/??)  500.36   (m)         1641.6    (f) RESET       3  
 PS0140
 PS0140.Superseded values are not recommended for survey control.
 PS0140
 PS0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0140.See file dsdata.pdf to determine how the superseded data were derived.
 PS0140
 PS0140_MARKER: DB = BENCH MARK DISK
 PS0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0140_STAMPING: A 79 RESET 1958
 PS0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0140+STABILITY: SURFACE MOTION
 PS0140
 PS0140  HISTORY     - Date     Condition        Report By
 PS0140  HISTORY     - 1958     MONUMENTED       SDHD
 PS0140
 PS0140                          STATION DESCRIPTION
 PS0140
 PS0140'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1958
 PS0140'3.3 MI N FROM GANN VALLEY.
 PS0140'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 PS0140'AT GANN VALLEY, BUFFALO COUNTY, ABOUT 200 FEET NORTH OF THE
 PS0140'JUNCTION WITH STATE HIGHWAY 34, ABOUT 74 FEET SOUTH OF A 48
 PS0140'INCH REINFORCED CONCRETE CULVERT AND ABOUT 74 FEET WEST OF THE
 PS0140'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 79 RESET
 PS0140'1958 AND SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING
 PS0140'6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0414 ***********************************************************************
 OR0414  DESIGNATION -  A 8
 OR0414  PID         -  OR0414
 OR0414  STATE/COUNTY-  SD/LYMAN
 OR0414  COUNTRY     -  US
 OR0414  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0414
 OR0414                         *CURRENT SURVEY CONTROL
 OR0414  ______________________________________________________________________
 OR0414* NAD 83(1986) POSITION- 43 47 58.     (N) 099 22 13.     (W)   SCALED
 OR0414* NAVD 88 ORTHO HEIGHT -   413.038 (meters)     1355.11  (feet) ADJUSTED
 OR0414  ______________________________________________________________________
 OR0414  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 OR0414  DYNAMIC HEIGHT  -        412.930 (meters)     1354.75  (feet) COMP
 OR0414  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 OR0414
 OR0414  VERT ORDER      -  FIRST     CLASS II
 OR0414
 OR0414.The horizontal coordinates were scaled from a map and have
 OR0414.an estimated accuracy of +/- 6 seconds.
 OR0414
 OR0414.The orthometric height was determined by differential leveling and
 OR0414.adjusted by the NATIONAL GEODETIC SURVEY
 OR0414.in June 1991.
 OR0414
 OR0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0414.GEOID18 height accuracy estimate available here.
 OR0414
 OR0414.Click photographs - Photos may exist for this station.
 OR0414
 OR0414.The dynamic height is computed by dividing the NAVD 88
 OR0414.geopotential number by the normal gravity value computed on the
 OR0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0414.degrees latitude (g = 980.6199 gals.).
 OR0414
 OR0414.The modeled gravity was interpolated from observed gravity values.
 OR0414
 OR0414;                    North         East    Units  Estimated Accuracy
 OR0414;SPC SD S     -   163,320.      677,490.      MT  (+/- 180 meters Scaled)
 OR0414
 OR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP702496(NAD 83)
 OR0414
 OR0414                          SUPERSEDED SURVEY CONTROL
 OR0414
 OR0414  NGVD 29 (??/??/92)  412.711  (m)         1354.04   (f) ADJ UNCH    1 2
 OR0414
 OR0414.Superseded values are not recommended for survey control.
 OR0414
 OR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0414.See file dsdata.pdf to determine how the superseded data were derived.
 OR0414
 OR0414_MARKER: DB = BENCH MARK DISK
 OR0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0414_SP_SET: BRIDGE
 OR0414_STAMPING: A 8 1925
 OR0414_MARK LOGO: CGS
 OR0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0414
 OR0414  HISTORY     - Date     Condition        Report By
 OR0414  HISTORY     - 1925     MONUMENTED       CGS
 OR0414  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0414
 OR0414                          STATION DESCRIPTION
 OR0414
 OR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0414'1.3 MI E FROM OACOMA.
 OR0414'ABOUT 1.3 MILES EAST ALONG THE OLD LOCATION OF U.S. HIGHWAY 16
 OR0414'FROM OACOMA, LYMAN COUNTY, ABOUT 50 YARDS NORTH OF THE NEW
 OR0414'HIGHWAY, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE PARAPET
 OR0414'OVER THE NORTHWEST WING WALL.  A STANDARD DISK, STAMPED A 8 1925.
 OR0414
 OR0414                          STATION RECOVERY (1974)
 OR0414
 OR0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0414'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0437 ***********************************************************************
 PU0437  DESIGNATION -  A 8 K
 PU0437  PID         -  PU0437
 PU0437  STATE/COUNTY-  SD/PENNINGTON
 PU0437  COUNTRY     -  US
 PU0437  USGS QUAD   -  RAINY CREEK (2017)
 PU0437
 PU0437                         *CURRENT SURVEY CONTROL
 PU0437  ______________________________________________________________________
 PU0437* NAD 83(1986) POSITION- 44 13 55.     (N) 102 12 41.     (W)   SCALED
 PU0437* NAVD 88 ORTHO HEIGHT -   841.416 (meters)     2760.55  (feet) ADJUSTED
 PU0437  ______________________________________________________________________
 PU0437  GEOID HEIGHT    -        -19.270 (meters)                     GEOID18
 PU0437  DYNAMIC HEIGHT  -        841.174 (meters)     2759.75  (feet) COMP
 PU0437  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 PU0437
 PU0437  VERT ORDER      -  SECOND    CLASS 0
 PU0437
 PU0437.The horizontal coordinates were scaled from a map and have
 PU0437.an estimated accuracy of +/- 6 seconds.
 PU0437
 PU0437.The orthometric height was determined by differential leveling and
 PU0437.adjusted by the NATIONAL GEODETIC SURVEY
 PU0437.in June 1991.
 PU0437
 PU0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0437.GEOID18 height accuracy estimate available here.
 PU0437
 PU0437.Click photographs - Photos may exist for this station.
 PU0437
 PU0437.The dynamic height is computed by dividing the NAVD 88
 PU0437.geopotential number by the normal gravity value computed on the
 PU0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0437.degrees latitude (g = 980.6199 gals.).
 PU0437
 PU0437.The modeled gravity was interpolated from observed gravity values.
 PU0437
 PU0437;                    North         East    Units  Estimated Accuracy
 PU0437;SPC SD S     -   212,620.      449,980.      MT  (+/- 180 meters Scaled)
 PU0437
 PU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK227014(NAD 83)
 PU0437
 PU0437                          SUPERSEDED SURVEY CONTROL
 PU0437
 PU0437  NGVD 29 (??/??/92)  840.952  (m)         2759.02   (f) ADJ UNCH    2 0
 PU0437
 PU0437.Superseded values are not recommended for survey control.
 PU0437
 PU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0437.See file dsdata.pdf to determine how the superseded data were derived.
 PU0437
 PU0437_MARKER: DS = TRIANGULATION STATION DISK
 PU0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0437_STAMPING: A 8 K 1961
 PU0437_MARK LOGO: CGS
 PU0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0437+STABILITY: SURFACE MOTION
 PU0437
 PU0437  HISTORY     - Date     Condition        Report By
 PU0437  HISTORY     - 1961     MONUMENTED       CGS
 PU0437  HISTORY     - 1962     GOOD             CGS
 PU0437
 PU0437                          STATION DESCRIPTION
 PU0437
 PU0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0437'2.2 MI S FROM CREIGHTON.
 PU0437'ABOUT 1.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0437'AND SERVICE STATION AT CREIGHTON, THENCE 0.3 MILE NORTHWEST TO
 PU0437'THE CREST OF A HILL, 0.1 MILE NORTH OF AN EAST-WEST FENCE, 35.3
 PU0437'FEET SOUTH OF A 8 K R.M. 1, 37.3 FEET NORTHEAST OF A 8 K R.M. 2,
 PU0437'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0436 ***********************************************************************
 PU0436  DESIGNATION -  A 8 K AZ MK
 PU0436  PID         -  PU0436
 PU0436  STATE/COUNTY-  SD/PENNINGTON
 PU0436  COUNTRY     -  US
 PU0436  USGS QUAD   -  RAINY CREEK (2017)
 PU0436
 PU0436                         *CURRENT SURVEY CONTROL
 PU0436  ______________________________________________________________________
 PU0436* NAD 83(1986) POSITION- 44 13 34.     (N) 102 12 10.     (W)   SCALED
 PU0436* NAVD 88 ORTHO HEIGHT -   811.949 (meters)     2663.87  (feet) ADJUSTED
 PU0436  ______________________________________________________________________
 PU0436  GEOID HEIGHT    -        -19.288 (meters)                     GEOID18
 PU0436  DYNAMIC HEIGHT  -        811.716 (meters)     2663.10  (feet) COMP
 PU0436  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 PU0436
 PU0436  VERT ORDER      -  SECOND    CLASS 0
 PU0436
 PU0436.The horizontal coordinates were scaled from a map and have
 PU0436.an estimated accuracy of +/- 6 seconds.
 PU0436
 PU0436.The orthometric height was determined by differential leveling and
 PU0436.adjusted by the NATIONAL GEODETIC SURVEY
 PU0436.in June 1991.
 PU0436
 PU0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0436.GEOID18 height accuracy estimate available here.
 PU0436
 PU0436.Click photographs - Photos may exist for this station.
 PU0436
 PU0436.The dynamic height is computed by dividing the NAVD 88
 PU0436.geopotential number by the normal gravity value computed on the
 PU0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0436.degrees latitude (g = 980.6199 gals.).
 PU0436
 PU0436.The modeled gravity was interpolated from observed gravity values.
 PU0436
 PU0436;                    North         East    Units  Estimated Accuracy
 PU0436;SPC SD S     -   211,960.      450,650.      MT  (+/- 180 meters Scaled)
 PU0436
 PU0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK234007(NAD 83)
 PU0436
 PU0436                          SUPERSEDED SURVEY CONTROL
 PU0436
 PU0436  NGVD 29 (??/??/92)  811.485  (m)         2662.35   (f) ADJ UNCH    2 0
 PU0436
 PU0436.Superseded values are not recommended for survey control.
 PU0436
 PU0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0436.See file dsdata.pdf to determine how the superseded data were derived.
 PU0436
 PU0436_MARKER: DZ = AZIMUTH MARK DISK
 PU0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0436_STAMPING: A 8 K 1961
 PU0436_MARK LOGO: CGS
 PU0436_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0436+STABILITY: SURFACE MOTION
 PU0436
 PU0436  HISTORY     - Date     Condition        Report By
 PU0436  HISTORY     - 1961     MONUMENTED       CGS
 PU0436  HISTORY     - 1962     GOOD             CGS
 PU0436
 PU0436                          STATION DESCRIPTION
 PU0436
 PU0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0436'2.3 MI S FROM CREIGHTON.
 PU0436'ABOUT 2.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0436'AND SERVICE STATION AT CREIGHTON, THENCE 0.3 MILE EAST ALONG A
 PU0436'GRAVELED ROAD, 0.3 MILE EAST OF A SCHOOLHOUSE, ABOUT 0.25 MILE
 PU0436'SOUTHEAST OF A FARMHOUSE, 39 FEET NORTH OF THE CENTER LINE OF THE
 PU0436'ROAD, 1.7 FEET NORTH OF A FENCE, 3.0 FEET WEST OF A METAL WITNESS
 PU0436'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU0436'OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0438 ***********************************************************************
 PU0438  DESIGNATION -  A 8 K RM 1
 PU0438  PID         -  PU0438
 PU0438  STATE/COUNTY-  SD/PENNINGTON
 PU0438  COUNTRY     -  US
 PU0438  USGS QUAD   -  RAINY CREEK (2017)
 PU0438
 PU0438                         *CURRENT SURVEY CONTROL
 PU0438  ______________________________________________________________________
 PU0438* NAD 83(1986) POSITION- 44 13 56.     (N) 102 12 41.     (W)   SCALED
 PU0438* NAVD 88 ORTHO HEIGHT -   841.272 (meters)     2760.07  (feet) ADJUSTED
 PU0438  ______________________________________________________________________
 PU0438  GEOID HEIGHT    -        -19.270 (meters)                     GEOID18
 PU0438  DYNAMIC HEIGHT  -        841.031 (meters)     2759.28  (feet) COMP
 PU0438  MODELED GRAVITY -    980,302.6   (mgal)                       NAVD 88
 PU0438
 PU0438  VERT ORDER      -  SECOND    CLASS 0
 PU0438
 PU0438.The horizontal coordinates were scaled from a map and have
 PU0438.an estimated accuracy of +/- 6 seconds.
 PU0438
 PU0438.The orthometric height was determined by differential leveling and
 PU0438.adjusted by the NATIONAL GEODETIC SURVEY
 PU0438.in June 1991.
 PU0438
 PU0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0438.GEOID18 height accuracy estimate available here.
 PU0438
 PU0438.Click photographs - Photos may exist for this station.
 PU0438
 PU0438.The dynamic height is computed by dividing the NAVD 88
 PU0438.geopotential number by the normal gravity value computed on the
 PU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0438.degrees latitude (g = 980.6199 gals.).
 PU0438
 PU0438.The modeled gravity was interpolated from observed gravity values.
 PU0438
 PU0438;                    North         East    Units  Estimated Accuracy
 PU0438;SPC SD S     -   212,650.      449,980.      MT  (+/- 180 meters Scaled)
 PU0438
 PU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK227014(NAD 83)
 PU0438
 PU0438                          SUPERSEDED SURVEY CONTROL
 PU0438
 PU0438  NGVD 29 (??/??/92)  840.809  (m)         2758.55   (f) ADJ UNCH    2 0
 PU0438
 PU0438.Superseded values are not recommended for survey control.
 PU0438
 PU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0438.See file dsdata.pdf to determine how the superseded data were derived.
 PU0438
 PU0438_MARKER: DR = REFERENCE MARK DISK
 PU0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0438_STAMPING: A 8 K NO 1 1961
 PU0438_MARK LOGO: CGS
 PU0438_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0438+STABILITY: SURFACE MOTION
 PU0438
 PU0438  HISTORY     - Date     Condition        Report By
 PU0438  HISTORY     - 1961     MONUMENTED       CGS
 PU0438  HISTORY     - 1962     GOOD             CGS
 PU0438
 PU0438                          STATION DESCRIPTION
 PU0438
 PU0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0438'2.2 MI S FROM CREIGHTON.
 PU0438'ABOUT 1.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0438'AND SERVICE STATION AT CREIGHTON, THENCE 0.3 MILE NORTHWEST ACROSS
 PU0438'COUNTRY TO THE CREST OF A HILL, 0.1 MILE NORTH OF AN EAST-WEST
 PU0438'FENCE, 35.3 FEET NORTH OF A 8 K 1961, AND SET IN THE TOP OF A
 PU0438'CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0439 ***********************************************************************
 PU0439  DESIGNATION -  A 8 K RM 2
 PU0439  PID         -  PU0439
 PU0439  STATE/COUNTY-  SD/PENNINGTON
 PU0439  COUNTRY     -  US
 PU0439  USGS QUAD   -  RAINY CREEK (2017)
 PU0439
 PU0439                         *CURRENT SURVEY CONTROL
 PU0439  ______________________________________________________________________
 PU0439* NAD 83(1986) POSITION- 44 13 55.     (N) 102 12 42.     (W)   SCALED
 PU0439* NAVD 88 ORTHO HEIGHT -   840.823 (meters)     2758.60  (feet) ADJUSTED
 PU0439  ______________________________________________________________________
 PU0439  GEOID HEIGHT    -        -19.269 (meters)                     GEOID18
 PU0439  DYNAMIC HEIGHT  -        840.581 (meters)     2757.81  (feet) COMP
 PU0439  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 PU0439
 PU0439  VERT ORDER      -  SECOND    CLASS 0
 PU0439
 PU0439.The horizontal coordinates were scaled from a map and have
 PU0439.an estimated accuracy of +/- 6 seconds.
 PU0439
 PU0439.The orthometric height was determined by differential leveling and
 PU0439.adjusted by the NATIONAL GEODETIC SURVEY
 PU0439.in June 1991.
 PU0439
 PU0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0439.GEOID18 height accuracy estimate available here.
 PU0439
 PU0439.Click photographs - Photos may exist for this station.
 PU0439
 PU0439.The dynamic height is computed by dividing the NAVD 88
 PU0439.geopotential number by the normal gravity value computed on the
 PU0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0439.degrees latitude (g = 980.6199 gals.).
 PU0439
 PU0439.The modeled gravity was interpolated from observed gravity values.
 PU0439
 PU0439;                    North         East    Units  Estimated Accuracy
 PU0439;SPC SD S     -   212,620.      449,950.      MT  (+/- 180 meters Scaled)
 PU0439
 PU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK226014(NAD 83)
 PU0439
 PU0439                          SUPERSEDED SURVEY CONTROL
 PU0439
 PU0439  NGVD 29 (??/??/92)  840.360  (m)         2757.08   (f) ADJ UNCH    2 0
 PU0439
 PU0439.Superseded values are not recommended for survey control.
 PU0439
 PU0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0439.See file dsdata.pdf to determine how the superseded data were derived.
 PU0439
 PU0439_MARKER: DR = REFERENCE MARK DISK
 PU0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0439_STAMPING: A 8 K NO 2 1961
 PU0439_MARK LOGO: CGS
 PU0439_PROJECTION: FLUSH
 PU0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0439+STABILITY: SURFACE MOTION
 PU0439
 PU0439  HISTORY     - Date     Condition        Report By
 PU0439  HISTORY     - 1961     MONUMENTED       CGS
 PU0439  HISTORY     - 1962     GOOD             CGS
 PU0439
 PU0439                          STATION DESCRIPTION
 PU0439
 PU0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0439'2.2 MI S FROM CREIGHTON.
 PU0439'ABOUT 1.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0439'AND SERVICE STATION AT CREIGHTON, THENCE 0.3 MILE NORTHWEST ACROSS
 PU0439'COUNTRY TO THE CREST OF A HILL, 37.3 FEET WEST-SOUTHWEST OF A
 PU0439'8 K 1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0439'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0434 ***********************************************************************
 PU0434  DESIGNATION -  A 8 L
 PU0434  PID         -  PU0434
 PU0434  STATE/COUNTY-  SD/PENNINGTON
 PU0434  COUNTRY     -  US
 PU0434  USGS QUAD   -  RAINY CREEK (2017)
 PU0434
 PU0434                         *CURRENT SURVEY CONTROL
 PU0434  ______________________________________________________________________
 PU0434* NAD 83(1986) POSITION- 44 13 31.     (N) 102 12 45.     (W)   SCALED
 PU0434* NAVD 88 ORTHO HEIGHT -   821.931 (meters)     2696.62  (feet) ADJUSTED
 PU0434  ______________________________________________________________________
 PU0434  GEOID HEIGHT    -        -19.259 (meters)                     GEOID18
 PU0434  DYNAMIC HEIGHT  -        821.693 (meters)     2695.84  (feet) COMP
 PU0434  MODELED GRAVITY -    980,301.0   (mgal)                       NAVD 88
 PU0434
 PU0434  VERT ORDER      -  SECOND    CLASS 0
 PU0434
 PU0434.The horizontal coordinates were scaled from a map and have
 PU0434.an estimated accuracy of +/- 6 seconds.
 PU0434
 PU0434.The orthometric height was determined by differential leveling and
 PU0434.adjusted by the NATIONAL GEODETIC SURVEY
 PU0434.in June 1991.
 PU0434
 PU0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0434.GEOID18 height accuracy estimate available here.
 PU0434
 PU0434.Click photographs - Photos may exist for this station.
 PU0434
 PU0434.The dynamic height is computed by dividing the NAVD 88
 PU0434.geopotential number by the normal gravity value computed on the
 PU0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0434.degrees latitude (g = 980.6199 gals.).
 PU0434
 PU0434.The modeled gravity was interpolated from observed gravity values.
 PU0434
 PU0434;                    North         East    Units  Estimated Accuracy
 PU0434;SPC SD S     -   211,880.      449,870.      MT  (+/- 180 meters Scaled)
 PU0434
 PU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK226006(NAD 83)
 PU0434
 PU0434                          SUPERSEDED SURVEY CONTROL
 PU0434
 PU0434  NGVD 29 (??/??/92)  821.465  (m)         2695.09   (f) ADJ UNCH    2 0
 PU0434
 PU0434.Superseded values are not recommended for survey control.
 PU0434
 PU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0434.See file dsdata.pdf to determine how the superseded data were derived.
 PU0434
 PU0434_MARKER: DS = TRIANGULATION STATION DISK
 PU0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0434_STAMPING: A 8 L 1961
 PU0434_MARK LOGO: CGS
 PU0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0434+STABILITY: SURFACE MOTION
 PU0434
 PU0434  HISTORY     - Date     Condition        Report By
 PU0434  HISTORY     - 1961     MONUMENTED       CGS
 PU0434  HISTORY     - 1962     GOOD             CGS
 PU0434
 PU0434                          STATION DESCRIPTION
 PU0434
 PU0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0434'2.2 MI S FROM CREIGHTON.
 PU0434'ABOUT 2.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0434'AND SERVICE STATION AT CREIGHTON, THENCE 0.2 MILE WEST ALONG A
 PU0434'FIELD ROAD, 0.25 MILE WEST OF A SCHOOLHOUSE, 30 FEET SOUTH OF THE
 PU0434'CENTER LINE OF THE FIELD ROAD, 64.2 FEET SOUTH OF AND ACROSS THE
 PU0434'ROAD FROM A 8 L NO 1, 33.2 FEET WEST OF A 8 L NO 2, 7.0 FEET
 PU0434'WEST-NORTHWEST OF A METAL WITNESS POST, 4.4 FEET NORTH OF A FENCE,
 PU0434'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0434'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0433 ***********************************************************************
 PU0433  DESIGNATION -  A 8 L RM 1
 PU0433  PID         -  PU0433
 PU0433  STATE/COUNTY-  SD/PENNINGTON
 PU0433  COUNTRY     -  US
 PU0433  USGS QUAD   -  RAINY CREEK (2017)
 PU0433
 PU0433                         *CURRENT SURVEY CONTROL
 PU0433  ______________________________________________________________________
 PU0433* NAD 83(1986) POSITION- 44 13 32.     (N) 102 12 45.     (W)   SCALED
 PU0433* NAVD 88 ORTHO HEIGHT -   821.628 (meters)     2695.62  (feet) ADJUSTED
 PU0433  ______________________________________________________________________
 PU0433  GEOID HEIGHT    -        -19.259 (meters)                     GEOID18
 PU0433  DYNAMIC HEIGHT  -        821.390 (meters)     2694.84  (feet) COMP
 PU0433  MODELED GRAVITY -    980,301.0   (mgal)                       NAVD 88
 PU0433
 PU0433  VERT ORDER      -  SECOND    CLASS 0
 PU0433
 PU0433.The horizontal coordinates were scaled from a map and have
 PU0433.an estimated accuracy of +/- 6 seconds.
 PU0433
 PU0433.The orthometric height was determined by differential leveling and
 PU0433.adjusted by the NATIONAL GEODETIC SURVEY
 PU0433.in June 1991.
 PU0433
 PU0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0433.GEOID18 height accuracy estimate available here.
 PU0433
 PU0433.Click photographs - Photos may exist for this station.
 PU0433
 PU0433.The dynamic height is computed by dividing the NAVD 88
 PU0433.geopotential number by the normal gravity value computed on the
 PU0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0433.degrees latitude (g = 980.6199 gals.).
 PU0433
 PU0433.The modeled gravity was interpolated from observed gravity values.
 PU0433
 PU0433;                    North         East    Units  Estimated Accuracy
 PU0433;SPC SD S     -   211,910.      449,870.      MT  (+/- 180 meters Scaled)
 PU0433
 PU0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK226007(NAD 83)
 PU0433
 PU0433                          SUPERSEDED SURVEY CONTROL
 PU0433
 PU0433  NGVD 29 (??/??/92)  821.163  (m)         2694.10   (f) ADJ UNCH    2 0
 PU0433
 PU0433.Superseded values are not recommended for survey control.
 PU0433
 PU0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0433.See file dsdata.pdf to determine how the superseded data were derived.
 PU0433
 PU0433_MARKER: DR = REFERENCE MARK DISK
 PU0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0433_STAMPING: A 8 L NO 1 1961
 PU0433_MARK LOGO: CGS
 PU0433_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0433+STABILITY: SURFACE MOTION
 PU0433
 PU0433  HISTORY     - Date     Condition        Report By
 PU0433  HISTORY     - 1961     MONUMENTED       CGS
 PU0433  HISTORY     - 1962     GOOD             CGS
 PU0433
 PU0433                          STATION DESCRIPTION
 PU0433
 PU0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0433'2.2 MI S FROM CREIGHTON.
 PU0433'ABOUT 2.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0433'AND SERVICE STATION AT CREIGHTON, THENCE 0.2 MILE WEST ALONG A
 PU0433'FIELD ROAD, 0.25 MILE WEST OF A SCHOOLHOUSE, 0.35 MILE NORTHWEST
 PU0433'OF THE CREIGHTON COMMUNITY HALL, 64.2 FEET NORTH OF AND ACROSS
 PU0433'THE ROAD FROM A 8 L 1961, 34 FEET NORTH OF THE CENTER LINE OF THE
 PU0433'FIELD ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 PU0433'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0435 ***********************************************************************
 PU0435  DESIGNATION -  A 8 L RM 2
 PU0435  PID         -  PU0435
 PU0435  STATE/COUNTY-  SD/PENNINGTON
 PU0435  COUNTRY     -  US
 PU0435  USGS QUAD   -  RAINY CREEK (2017)
 PU0435
 PU0435                         *CURRENT SURVEY CONTROL
 PU0435  ______________________________________________________________________
 PU0435* NAD 83(1986) POSITION- 44 13 32.     (N) 102 12 44.     (W)   SCALED
 PU0435* NAVD 88 ORTHO HEIGHT -   821.866 (meters)     2696.41  (feet) ADJUSTED
 PU0435  ______________________________________________________________________
 PU0435  GEOID HEIGHT    -        -19.260 (meters)                     GEOID18
 PU0435  DYNAMIC HEIGHT  -        821.628 (meters)     2695.62  (feet) COMP
 PU0435  MODELED GRAVITY -    980,301.1   (mgal)                       NAVD 88
 PU0435
 PU0435  VERT ORDER      -  SECOND    CLASS 0
 PU0435
 PU0435.The horizontal coordinates were scaled from a map and have
 PU0435.an estimated accuracy of +/- 6 seconds.
 PU0435
 PU0435.The orthometric height was determined by differential leveling and
 PU0435.adjusted by the NATIONAL GEODETIC SURVEY
 PU0435.in June 1991.
 PU0435
 PU0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0435.GEOID18 height accuracy estimate available here.
 PU0435
 PU0435.Click photographs - Photos may exist for this station.
 PU0435
 PU0435.The dynamic height is computed by dividing the NAVD 88
 PU0435.geopotential number by the normal gravity value computed on the
 PU0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0435.degrees latitude (g = 980.6199 gals.).
 PU0435
 PU0435.The modeled gravity was interpolated from observed gravity values.
 PU0435
 PU0435;                    North         East    Units  Estimated Accuracy
 PU0435;SPC SD S     -   211,910.      449,890.      MT  (+/- 180 meters Scaled)
 PU0435
 PU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK226007(NAD 83)
 PU0435
 PU0435                          SUPERSEDED SURVEY CONTROL
 PU0435
 PU0435  NGVD 29 (??/??/92)  821.401  (m)         2694.88   (f) ADJ UNCH    2 0
 PU0435
 PU0435.Superseded values are not recommended for survey control.
 PU0435
 PU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0435.See file dsdata.pdf to determine how the superseded data were derived.
 PU0435
 PU0435_MARKER: DR = REFERENCE MARK DISK
 PU0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0435_STAMPING: A 8 L NO 2 1961
 PU0435_MARK LOGO: CGS
 PU0435_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0435+STABILITY: SURFACE MOTION
 PU0435
 PU0435  HISTORY     - Date     Condition        Report By
 PU0435  HISTORY     - 1961     MONUMENTED       CGS
 PU0435  HISTORY     - 1962     GOOD             CGS
 PU0435
 PU0435                          STATION DESCRIPTION
 PU0435
 PU0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0435'2.2 MI S FROM CREIGHTON.
 PU0435'ABOUT 2.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0435'AND SERVICE STATION AT CREIGHTON, THENCE 0.2 MILE WEST ALONG A
 PU0435'FIELD ROAD, 0.25 MILE WEST OF A SCHOOLHOUSE, 0.35 MILE NORTHWEST
 PU0435'OF THE CREIGHTON COMMUNITY HALL, 33.2 FEET EAST OF A 8 L 1961,
 PU0435'32 FEET SOUTH OF THE CENTER LINE OF THE FIELD ROAD, 2.3 FEET NORTH
 PU0435'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0435'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0264 ***********************************************************************
 PS0264  DESIGNATION -  A 80 RESET
 PS0264  PID         -  PS0264
 PS0264  STATE/COUNTY-  SD/HAND
 PS0264  COUNTRY     -  US
 PS0264  USGS QUAD   -  MILLER NW (2017)
 PS0264
 PS0264                         *CURRENT SURVEY CONTROL
 PS0264  ______________________________________________________________________
 PS0264* NAD 83(1986) POSITION- 44 37 56.96   (N) 098 59 19.07   (W)   HD_HELD1
 PS0264* NAVD 88 ORTHO HEIGHT -   448.626 (meters)     1471.87  (feet) ADJUSTED
 PS0264  ______________________________________________________________________
 PS0264  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 PS0264  DYNAMIC HEIGHT  -        448.549 (meters)     1471.61  (feet) COMP
 PS0264  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 PS0264
 PS0264  VERT ORDER      -  FIRST     CLASS II
 PS0264
 PS0264.The horizontal coordinates were determined by differentially corrected
 PS0264.hand held GPS observations or other comparable positioning techniques
 PS0264.and have an estimated accuracy of +/- 3 meters.
 PS0264
 PS0264.The orthometric height was determined by differential leveling and
 PS0264.adjusted by the NATIONAL GEODETIC SURVEY
 PS0264.in July 1998.
 PS0264
 PS0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0264.GEOID18 height accuracy estimate available here.
 PS0264
 PS0264.Click photographs - Photos may exist for this station.
 PS0264
 PS0264.The dynamic height is computed by dividing the NAVD 88
 PS0264.geopotential number by the normal gravity value computed on the
 PS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0264.degrees latitude (g = 980.6199 gals.).
 PS0264
 PS0264.The modeled gravity was interpolated from observed gravity values.
 PS0264
 PS0264;                    North         East    Units  Estimated Accuracy
 PS0264;SPC SD N     -    89,305.1     680,246.6     MT  (+/- 3 meters HH1 GPS) 
 PS0264
 PS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0090142125(NAD 83)
 PS0264
 PS0264                          SUPERSEDED SURVEY CONTROL
 PS0264
 PS0264  NGVD 29 (??/??/??)  448.33   (m)         1470.9    (f) RESET       3  
 PS0264
 PS0264.Superseded values are not recommended for survey control.
 PS0264
 PS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0264.See file dsdata.pdf to determine how the superseded data were derived.
 PS0264
 PS0264_MARKER: DB = BENCH MARK DISK
 PS0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0264_SP_SET: BRIDGE RAIL
 PS0264_STAMPING: A 80 RESET 1941
 PS0264_MARK LOGO: CGS
 PS0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0264+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0264
 PS0264  HISTORY     - Date     Condition        Report By
 PS0264  HISTORY     - 1941     MONUMENTED       SDHD
 PS0264  HISTORY     - 19960710 GOOD             NGS
 PS0264
 PS0264                          STATION DESCRIPTION
 PS0264
 PS0264'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0264'7.9 MI N FROM MILLER.
 PS0264'7.9 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0264'AT MILLER, HAND COUNTY, AT HIGHWAY STATION 965+18, AT THE NORTH
 PS0264'END OF A CONCRETE BRIDGE, IN THE TOP OF THE NORTHWEST CORNER
 PS0264'OF THE WEST HAND RAIL, AND 16 FEET WEST OF THE CENTER LINE
 PS0264'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 80 RESET 1941.
 PS0264
 PS0264                          STATION RECOVERY (1996)
 PS0264
 PS0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0264'12.6 KM (7.80 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0264'OFFICE IN MILLER, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END
 PS0264'OF THE WEST CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE, 678.0 M (2224.4
 PS0264'FT) NORTH OF MILEPOST 119, 4.7 M (15.4 FT) WEST OF THE HIGHWAY
 PS0264'CENTERLINE, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0198 ***********************************************************************
 PS0198  DESIGNATION -  A 81
 PS0198  PID         -  PS0198
 PS0198  STATE/COUNTY-  SD/JERAULD
 PS0198  COUNTRY     -  US
 PS0198  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0198
 PS0198                         *CURRENT SURVEY CONTROL
 PS0198  ______________________________________________________________________
 PS0198* NAD 83(1986) POSITION- 44 04 46.     (N) 098 46 35.     (W)   SCALED
 PS0198* NAVD 88 ORTHO HEIGHT -   577.387 (meters)     1894.31  (feet) ADJUSTED
 PS0198  ______________________________________________________________________
 PS0198  GEOID HEIGHT    -        -25.195 (meters)                     GEOID18
 PS0198  DYNAMIC HEIGHT  -        577.247 (meters)     1893.85  (feet) COMP
 PS0198  MODELED GRAVITY -    980,357.8   (mgal)                       NAVD 88
 PS0198
 PS0198  VERT ORDER      -  SECOND    CLASS 0
 PS0198
 PS0198.The horizontal coordinates were scaled from a map and have
 PS0198.an estimated accuracy of +/- 6 seconds.
 PS0198
 PS0198.The orthometric height was determined by differential leveling and
 PS0198.adjusted by the NATIONAL GEODETIC SURVEY
 PS0198.in June 1991.
 PS0198
 PS0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0198.GEOID18 height accuracy estimate available here.
 PS0198
 PS0198.Click photographs - Photos may exist for this station.
 PS0198
 PS0198.The dynamic height is computed by dividing the NAVD 88
 PS0198.geopotential number by the normal gravity value computed on the
 PS0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0198.degrees latitude (g = 980.6199 gals.).
 PS0198
 PS0198.The modeled gravity was interpolated from observed gravity values.
 PS0198
 PS0198;                    North         East    Units  Estimated Accuracy
 PS0198;SPC SD S     -   195,150.      724,700.      MT  (+/- 180 meters Scaled)
 PS0198
 PS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP179807(NAD 83)
 PS0198
 PS0198                          SUPERSEDED SURVEY CONTROL
 PS0198
 PS0198  NGVD 29 (??/??/92)  577.024  (m)         1893.12   (f) ADJ UNCH    2 0
 PS0198
 PS0198.Superseded values are not recommended for survey control.
 PS0198
 PS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0198.See file dsdata.pdf to determine how the superseded data were derived.
 PS0198
 PS0198_MARKER: DB = BENCH MARK DISK
 PS0198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0198_SP_SET: CULVERT HEADWALL
 PS0198_STAMPING: A 81 1934
 PS0198_MARK LOGO: CGS
 PS0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0198+STABILITY: SURFACE MOTION
 PS0198
 PS0198  HISTORY     - Date     Condition        Report By
 PS0198  HISTORY     - 1934     MONUMENTED       CGS
 PS0198
 PS0198                          STATION DESCRIPTION
 PS0198
 PS0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0198'11.4 MI W FROM WESSINGTON SPRINGS.
 PS0198'11.4 MILES WEST OF DEPOT AT WESSINGTON SPRINGS.  ALONG STATE
 PS0198'HIGHWAY 34 AT TWIN 4 FOOT BY 8 FOOT RCB CULVERT, 200 FEET EAST
 PS0198'OF PRIVATE ENTRANCE, 250 YARDS EAST OF SCHOOL HOUSE.  SET IN
 PS0198'THE EAST END OF THE SOUTH HEADWALL, 3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0199 ***********************************************************************
 PS0199  DESIGNATION -  A 81 RESET
 PS0199  PID         -  PS0199
 PS0199  STATE/COUNTY-  SD/JERAULD
 PS0199  COUNTRY     -  US
 PS0199  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0199
 PS0199                         *CURRENT SURVEY CONTROL
 PS0199  ______________________________________________________________________
 PS0199* NAD 83(1986) POSITION- 44 04 46.     (N) 098 46 35.     (W)   SCALED
 PS0199* NAVD 88 ORTHO HEIGHT -   575.98  (+/-2cm)     1889.7   (feet) VERTCON3
 PS0199  ______________________________________________________________________
 PS0199  GEOID HEIGHT    -        -25.195 (meters)                     GEOID18
 PS0199  VERT ORDER      -  THIRD (See Below)
 PS0199
 PS0199.The horizontal coordinates were scaled from a map and have
 PS0199.an estimated accuracy of +/- 6 seconds.
 PS0199
 PS0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0199
 PS0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0199.GEOID18 height accuracy estimate available here.
 PS0199
 PS0199.The vertical order pertains to the NGVD 29 superseded value.
 PS0199
 PS0199.Click photographs - Photos may exist for this station.
 PS0199
 PS0199;                    North         East    Units  Estimated Accuracy
 PS0199;SPC SD S     -   195,150.      724,700.      MT  (+/- 180 meters Scaled)
 PS0199
 PS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP179807(NAD 83)
 PS0199
 PS0199                          SUPERSEDED SURVEY CONTROL
 PS0199
 PS0199  NGVD 29 (??/??/??)  575.62   (m)         1888.5    (f) RESET       3  
 PS0199
 PS0199.Superseded values are not recommended for survey control.
 PS0199
 PS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0199.See file dsdata.pdf to determine how the superseded data were derived.
 PS0199
 PS0199_MARKER: DB = BENCH MARK DISK
 PS0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0199_STAMPING: A 81 RESET 1952
 PS0199_MARK LOGO: CGS
 PS0199_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0199+STABILITY: SURFACE MOTION
 PS0199
 PS0199  HISTORY     - Date     Condition        Report By
 PS0199  HISTORY     - 1952     MONUMENTED       SDHD
 PS0199  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0199
 PS0199                          STATION DESCRIPTION
 PS0199
 PS0199'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0199'10.3 MI W FROM WESSINGTON SPRINGS.
 PS0199'10.3 MILES WEST ALONG STATE HIGHWAY 34 FROM THE INTERSECTION OF
 PS0199'SOUTH DAKOTA AVENUE AT WESSINGTON SPRINGS, JERAULD COUNTY, 48
 PS0199'FEET SOUTH AND 153 FEET WEST OF THE SOUTH END OF A CONCRETE-PIPE
 PS0199'CULVERT, 74 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AT
 PS0199'SURVEY STATION 553 + 88, AT THE FENCE, AND IN THE TOP OF A
 PS0199'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PS0199
 PS0199                          STATION RECOVERY (1973)
 PS0199
 PS0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0129 ***********************************************************************
 PS0129  DESIGNATION -  A 82
 PS0129  PID         -  PS0129
 PS0129  STATE/COUNTY-  SD/SANBORN
 PS0129  COUNTRY     -  US
 PS0129  USGS QUAD   -  FORESTBURG (2017)
 PS0129
 PS0129                         *CURRENT SURVEY CONTROL
 PS0129  ______________________________________________________________________
 PS0129* NAD 83(1986) POSITION- 44 01 24.47   (N) 098 06 08.18   (W)   HD_HELD1
 PS0129* NAVD 88 ORTHO HEIGHT -   375.519 (meters)     1232.02  (feet) ADJUSTED
 PS0129  ______________________________________________________________________
 PS0129  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 PS0129  DYNAMIC HEIGHT  -        375.443 (meters)     1231.77  (feet) COMP
 PS0129  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 PS0129
 PS0129  VERT ORDER      -  FIRST     CLASS II
 PS0129
 PS0129.The horizontal coordinates were determined by differentially corrected
 PS0129.hand held GPS observations or other comparable positioning techniques
 PS0129.and have an estimated accuracy of +/- 3 meters.
 PS0129
 PS0129.The orthometric height was determined by differential leveling and
 PS0129.adjusted by the NATIONAL GEODETIC SURVEY
 PS0129.in October 1997.
 PS0129
 PS0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0129.GEOID18 height accuracy estimate available here.
 PS0129
 PS0129.Click photographs - Photos may exist for this station.
 PS0129
 PS0129.The dynamic height is computed by dividing the NAVD 88
 PS0129.geopotential number by the normal gravity value computed on the
 PS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0129.degrees latitude (g = 980.6199 gals.).
 PS0129
 PS0129.The modeled gravity was interpolated from observed gravity values.
 PS0129
 PS0129;                    North         East    Units  Estimated Accuracy
 PS0129;SPC SD S     -   190,164.1     778,840.7     MT  (+/- 3 meters HH1 GPS) 
 PS0129
 PS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7194674870(NAD 83)
 PS0129
 PS0129                          SUPERSEDED SURVEY CONTROL
 PS0129
 PS0129  NAVD 88 (06/15/91)  375.820  (m)         1233.00   (f) SUPERSEDED  1 2
 PS0129  NGVD 29 (??/??/92)  375.543  (m)         1232.09   (f) ADJ UNCH    1 2
 PS0129
 PS0129.Superseded values are not recommended for survey control.
 PS0129
 PS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0129.See file dsdata.pdf to determine how the superseded data were derived.
 PS0129
 PS0129_MARKER: DB = BENCH MARK DISK
 PS0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0129_STAMPING: A 82 1934 1232.094
 PS0129_MARK LOGO: CGS
 PS0129_PROJECTION: FLUSH
 PS0129_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0129+STABILITY: SURFACE MOTION
 PS0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0129+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 PS0129
 PS0129  HISTORY     - Date     Condition        Report By
 PS0129  HISTORY     - 1934     MONUMENTED       CGS
 PS0129  HISTORY     - 1954     GOOD             CGS
 PS0129  HISTORY     - 19950101 GOOD             SDDENR
 PS0129  HISTORY     - 19950630 GOOD             NGS
 PS0129  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0129
 PS0129                          STATION DESCRIPTION
 PS0129
 PS0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0129'AT FORESTBURG.
 PS0129'AT FORESTBURG, SANBORN COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 PS0129'PAUL AND PACIFIC RAILROAD, 75 FEET SOUTHEAST OF THE SOUTHEAST
 PS0129'CORNER OF THE STATION, AT THE SOUTHEAST CORNER OF THE PLATFORM,
 PS0129'18 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND LEVEL
 PS0129'WITH THE TRACK.  A STANDARD DISK, STAMPED A 82 1934 AND SET IN
 PS0129'THE TOP OF A CONCRETE POST.
 PS0129
 PS0129                          STATION RECOVERY (1954)
 PS0129
 PS0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PS0129'RECOVERED IN GOOD CONDITION.
 PS0129
 PS0129                          STATION RECOVERY (1995)
 PS0129
 PS0129'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0129'FOUND.
 PS0129
 PS0129                          STATION RECOVERY (1995)
 PS0129
 PS0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0129'44.6 KM (27.70 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 PS0129'OF U.S. HIGHWAY 14 IN HURON, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A
 PS0129'GRAVELED ROAD, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG A GRAVELED ROAD,
 PS0129'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM
 PS0129'(0.10 MI) SOUTHEASTERLY ALONG A RAILROAD BED (TRACK REMOVED), 22.5 M
 PS0129'(73.8 FT) NORTHEAST OF A UTILITY POLE, 20.6 M (67.6 FT) SOUTHEAST OF A
 PS0129'LARGE COTTONWOOD TREE, 11.6 M (38.1 FT) SOUTHWEST OF A FENCE, 4.8 M
 PS0129'(15.7 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF THE BED, 0.3 M
 PS0129'(1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 PS0129'(0.3 FT) ABOVE THE GROUND SURFACE.
 PS0129
 PS0129                          STATION RECOVERY (2012)
 PS0129
 PS0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0437 ***********************************************************************
 PR0437  DESIGNATION -  A 85
 PR0437  PID         -  PR0437
 PR0437  STATE/COUNTY-  SD/CODINGTON
 PR0437  COUNTRY     -  US
 PR0437  USGS QUAD   -  KAMPESKA (2017)
 PR0437
 PR0437                         *CURRENT SURVEY CONTROL
 PR0437  ______________________________________________________________________
 PR0437* NAD 83(1986) POSITION- 44 59 46.     (N) 097 16 37.     (W)   SCALED
 PR0437* NAVD 88 ORTHO HEIGHT -   540.685 (meters)     1773.90  (feet) ADJUSTED
 PR0437  ______________________________________________________________________
 PR0437  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 PR0437  DYNAMIC HEIGHT  -        540.609 (meters)     1773.65  (feet) COMP
 PR0437  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 PR0437
 PR0437  VERT ORDER      -  SECOND    CLASS 0
 PR0437
 PR0437.The horizontal coordinates were scaled from a map and have
 PR0437.an estimated accuracy of +/- 6 seconds.
 PR0437
 PR0437.The orthometric height was determined by differential leveling and
 PR0437.adjusted by the NATIONAL GEODETIC SURVEY
 PR0437.in June 1991.
 PR0437
 PR0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0437.GEOID18 height accuracy estimate available here.
 PR0437
 PR0437.Click photographs - Photos may exist for this station.
 PR0437
 PR0437.The dynamic height is computed by dividing the NAVD 88
 PR0437.geopotential number by the normal gravity value computed on the
 PR0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0437.degrees latitude (g = 980.6199 gals.).
 PR0437
 PR0437.The modeled gravity was interpolated from observed gravity values.
 PR0437
 PR0437;                    North         East    Units  Estimated Accuracy
 PR0437;SPC SD N     -   132,820.      814,670.      MT  (+/- 180 meters Scaled)
 PR0437
 PR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ358839(NAD 83)
 PR0437
 PR0437                          SUPERSEDED SURVEY CONTROL
 PR0437
 PR0437  NGVD 29 (??/??/92)  540.380  (m)         1772.90   (f) ADJ UNCH    2 0
 PR0437
 PR0437.Superseded values are not recommended for survey control.
 PR0437
 PR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0437.See file dsdata.pdf to determine how the superseded data were derived.
 PR0437
 PR0437_MARKER: DB = BENCH MARK DISK
 PR0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0437_STAMPING: A 85 1934
 PR0437_MARK LOGO: CGS
 PR0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0437+STABILITY: SURFACE MOTION
 PR0437
 PR0437  HISTORY     - Date     Condition        Report By
 PR0437  HISTORY     - 1934     MONUMENTED       CGS
 PR0437  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0437
 PR0437                          STATION DESCRIPTION
 PR0437
 PR0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0437'4.6 MI W FROM YAHOTA.
 PR0437'ABOUT 4.6 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 PR0437'FROM YAHOTA, CODINGTON COUNTY, ABOUT 12 POLES EAST OF MILEPOST
 PR0437'245, 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 PR0437'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A 85 1934 AND
 PR0437'SET IN THE TOP OF A CONCRETE POST.  NOTE-- NOT RECOVERED IN
 PR0437'1968 BY USGS.
 PR0437
 PR0437                          STATION RECOVERY (1973)
 PR0437
 PR0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0293 ***********************************************************************
 QQ0293  DESIGNATION -  A 86
 QQ0293  PID         -  QQ0293
 QQ0293  STATE/COUNTY-  SD/CLARK
 QQ0293  COUNTRY     -  US
 QQ0293  USGS QUAD   -  CRANDALL (2017)
 QQ0293
 QQ0293                         *CURRENT SURVEY CONTROL
 QQ0293  ______________________________________________________________________
 QQ0293* NAD 83(1986) POSITION- 45 08 13.     (N) 097 56 15.     (W)   SCALED
 QQ0293* NAVD 88 ORTHO HEIGHT -   481.786 (meters)     1580.66  (feet) ADJUSTED
 QQ0293  ______________________________________________________________________
 QQ0293  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 QQ0293  DYNAMIC HEIGHT  -        481.733 (meters)     1580.49  (feet) COMP
 QQ0293  MODELED GRAVITY -    980,489.8   (mgal)                       NAVD 88
 QQ0293
 QQ0293  VERT ORDER      -  SECOND    CLASS 0
 QQ0293
 QQ0293.The horizontal coordinates were scaled from a map and have
 QQ0293.an estimated accuracy of +/- 6 seconds.
 QQ0293
 QQ0293.The orthometric height was determined by differential leveling and
 QQ0293.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0293.in June 1991.
 QQ0293
 QQ0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0293.GEOID18 height accuracy estimate available here.
 QQ0293
 QQ0293.Click photographs - Photos may exist for this station.
 QQ0293
 QQ0293.The dynamic height is computed by dividing the NAVD 88
 QQ0293.geopotential number by the normal gravity value computed on the
 QQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0293.degrees latitude (g = 980.6199 gals.).
 QQ0293
 QQ0293.The modeled gravity was interpolated from observed gravity values.
 QQ0293
 QQ0293;                    North         East    Units  Estimated Accuracy
 QQ0293;SPC SD N     -   146,930.      762,210.      MT  (+/- 180 meters Scaled)
 QQ0293
 QQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ835987(NAD 83)
 QQ0293
 QQ0293                          SUPERSEDED SURVEY CONTROL
 QQ0293
 QQ0293  NGVD 29 (??/??/92)  481.497  (m)         1579.71   (f) ADJ UNCH    2 0
 QQ0293
 QQ0293.Superseded values are not recommended for survey control.
 QQ0293
 QQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0293.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0293
 QQ0293_MARKER: DB = BENCH MARK DISK
 QQ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0293_STAMPING: A 86 1934
 QQ0293_MARK LOGO: CGS
 QQ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0293+STABILITY: SURFACE MOTION
 QQ0293
 QQ0293  HISTORY     - Date     Condition        Report By
 QQ0293  HISTORY     - 1934     MONUMENTED       CGS
 QQ0293
 QQ0293                          STATION DESCRIPTION
 QQ0293
 QQ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0293'1.6 MI SE FROM CRANDALL.
 QQ0293'ABOUT 1.6 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS
 QQ0293'RAILROAD FROM THE STATION AT CRANDALL, CLARK COUNTY, ABOUT 18
 QQ0293'POLES NORTHWEST OF MILEPOST 282, ABOUT 693 FEET NORTHWEST OF A
 QQ0293'45-FOOT WOODEN TRESTLE, AT A PRIVATE-ROAD CROSSING, 51 FEET NORTHWEST
 QQ0293'OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 QQ0293'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A 86
 QQ0293'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0124 ***********************************************************************
 QR0124  DESIGNATION -  A 87
 QR0124  PID         -  QR0124
 QR0124  STATE/COUNTY-  SD/SPINK
 QR0124  COUNTRY     -  US
 QR0124  USGS QUAD   -  CHELSEA (2017)
 QR0124
 QR0124                         *CURRENT SURVEY CONTROL
 QR0124  ______________________________________________________________________
 QR0124* NAD 83(1986) POSITION- 45 09 51.     (N) 098 39 05.     (W)   SCALED
 QR0124* NAVD 88 ORTHO HEIGHT -   403.863 (meters)     1325.01  (feet) ADJUSTED
 QR0124  ______________________________________________________________________
 QR0124  GEOID HEIGHT    -        -24.196 (meters)                     GEOID18
 QR0124  DYNAMIC HEIGHT  -        403.825 (meters)     1324.88  (feet) COMP
 QR0124  MODELED GRAVITY -    980,509.9   (mgal)                       NAVD 88
 QR0124
 QR0124  VERT ORDER      -  SECOND    CLASS 0
 QR0124
 QR0124.The horizontal coordinates were scaled from a map and have
 QR0124.an estimated accuracy of +/- 6 seconds.
 QR0124
 QR0124.The orthometric height was determined by differential leveling and
 QR0124.adjusted by the NATIONAL GEODETIC SURVEY
 QR0124.in June 1991.
 QR0124
 QR0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0124.GEOID18 height accuracy estimate available here.
 QR0124
 QR0124.Click photographs - Photos may exist for this station.
 QR0124
 QR0124.The dynamic height is computed by dividing the NAVD 88
 QR0124.geopotential number by the normal gravity value computed on the
 QR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0124.degrees latitude (g = 980.6199 gals.).
 QR0124
 QR0124.The modeled gravity was interpolated from observed gravity values.
 QR0124
 QR0124;                    North         East    Units  Estimated Accuracy
 QR0124;SPC SD N     -   148,770.      706,020.      MT  (+/- 180 meters Scaled)
 QR0124
 QR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR273012(NAD 83)
 QR0124
 QR0124                          SUPERSEDED SURVEY CONTROL
 QR0124
 QR0124  NGVD 29 (??/??/92)  403.568  (m)         1324.04   (f) ADJ UNCH    2 0
 QR0124
 QR0124.Superseded values are not recommended for survey control.
 QR0124
 QR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0124.See file dsdata.pdf to determine how the superseded data were derived.
 QR0124
 QR0124_MARKER: DB = BENCH MARK DISK
 QR0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0124_STAMPING: A 87 1934
 QR0124_MARK LOGO: CGS
 QR0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0124+STABILITY: SURFACE MOTION
 QR0124
 QR0124  HISTORY     - Date     Condition        Report By
 QR0124  HISTORY     - 1934     MONUMENTED       CGS
 QR0124
 QR0124                          STATION DESCRIPTION
 QR0124
 QR0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0124'3.7 MI W FROM NORTHVILLE.
 QR0124'3.7 MILES WEST BY RAIL ALONG THE M AND ST L RAILROAD, 7 1/2 POLES
 QR0124'WEST OF MILEPOLE 318.  291 FEET EAST OF PRIVATE ROAD CROSSING,
 QR0124'THENCE 19 FEET SOUTH OF CENTERLINE OF TRACK.  27 FEET NORTH OF
 QR0124'RIGHT OF WAY FENCE AND 1 FOOT BELOW LEVEL OF THE TRACK.
 QR0124'RIGHT OF WAY FENCE AND 1 FOOT BELOW LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0163 ***********************************************************************
 QR0163  DESIGNATION -  A 88
 QR0163  PID         -  QR0163
 QR0163  STATE/COUNTY-  SD/EDMUNDS
 QR0163  COUNTRY     -  US
 QR0163  USGS QUAD   -  LEOLA SW (2017)
 QR0163
 QR0163                         *CURRENT SURVEY CONTROL
 QR0163  ______________________________________________________________________
 QR0163* NAD 83(1986) POSITION- 45 32 06.     (N) 098 55 29.     (W)   SCALED
 QR0163* NAVD 88 ORTHO HEIGHT -   455.437 (meters)     1494.21  (feet) ADJUSTED
 QR0163  ______________________________________________________________________
 QR0163  GEOID HEIGHT    -        -23.717 (meters)                     GEOID18
 QR0163  DYNAMIC HEIGHT  -        455.403 (meters)     1494.10  (feet) COMP
 QR0163  MODELED GRAVITY -    980,528.5   (mgal)                       NAVD 88
 QR0163
 QR0163  VERT ORDER      -  SECOND    CLASS 0
 QR0163
 QR0163.The horizontal coordinates were scaled from a map and have
 QR0163.an estimated accuracy of +/- 6 seconds.
 QR0163
 QR0163.The orthometric height was determined by differential leveling and
 QR0163.adjusted by the NATIONAL GEODETIC SURVEY
 QR0163.in June 1991.
 QR0163
 QR0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0163.GEOID18 height accuracy estimate available here.
 QR0163
 QR0163.Click photographs - Photos may exist for this station.
 QR0163
 QR0163.The dynamic height is computed by dividing the NAVD 88
 QR0163.geopotential number by the normal gravity value computed on the
 QR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0163.degrees latitude (g = 980.6199 gals.).
 QR0163
 QR0163.The modeled gravity was interpolated from observed gravity values.
 QR0163
 QR0163;                    North         East    Units  Estimated Accuracy
 QR0163;SPC SD N     -   189,660.      683,990.      MT  (+/- 180 meters Scaled)
 QR0163
 QR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR058423(NAD 83)
 QR0163
 QR0163                          SUPERSEDED SURVEY CONTROL
 QR0163
 QR0163  NGVD 29 (??/??/92)  455.109  (m)         1493.14   (f) ADJ UNCH    2 0
 QR0163
 QR0163.Superseded values are not recommended for survey control.
 QR0163
 QR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0163.See file dsdata.pdf to determine how the superseded data were derived.
 QR0163
 QR0163_MARKER: DB = BENCH MARK DISK
 QR0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0163_SP_SET: BOX CULVERT HEADWALL
 QR0163_STAMPING: A 88 1934
 QR0163_MARK LOGO: CGS
 QR0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0163+STABILITY: SURFACE MOTION
 QR0163
 QR0163  HISTORY     - Date     Condition        Report By
 QR0163  HISTORY     - 1934     MONUMENTED       CGS
 QR0163  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0163
 QR0163                          STATION DESCRIPTION
 QR0163
 QR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0163'6.2 MI N FROM CRAVENS.
 QR0163'6.2 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE CHICAGO,
 QR0163'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT CRAVEN,
 QR0163'EDMUNDS COUNTY, AT A SECTION CORNER, ABOUT 140 FEET NORTH OF A
 QR0163'ROAD LEADING EAST, AT AN 8- BY 10-FOOT REINFORCED CONCRETE BOX
 QR0163'CULVERT, IN THE CORNER OF THE EAST CONCRETE HEAD WALL, AND ABOUT
 QR0163'3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 88
 QR0163'1934.
 QR0163
 QR0163                          STATION RECOVERY (1970)
 QR0163
 QR0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0196 ***********************************************************************
 QR0196  DESIGNATION -  A 89
 QR0196  PID         -  QR0196
 QR0196  STATE/COUNTY-  SD/MCPHERSON
 QR0196  COUNTRY     -  US
 QR0196  USGS QUAD   -  PLAINVIEW COLONY NW (2017)
 QR0196
 QR0196                         *CURRENT SURVEY CONTROL
 QR0196  ______________________________________________________________________
 QR0196* NAD 83(1986) POSITION- 45 43 22.     (N) 099 08 16.     (W)   SCALED
 QR0196* NAVD 88 ORTHO HEIGHT -   573.933 (meters)     1882.98  (feet) ADJUSTED
 QR0196  ______________________________________________________________________
 QR0196  GEOID HEIGHT    -        -23.396 (meters)                     GEOID18
 QR0196  DYNAMIC HEIGHT  -        573.882 (meters)     1882.81  (feet) COMP
 QR0196  MODELED GRAVITY -    980,507.8   (mgal)                       NAVD 88
 QR0196
 QR0196  VERT ORDER      -  SECOND    CLASS 0
 QR0196
 QR0196.The horizontal coordinates were scaled from a map and have
 QR0196.an estimated accuracy of +/- 6 seconds.
 QR0196
 QR0196.The orthometric height was determined by differential leveling and
 QR0196.adjusted by the NATIONAL GEODETIC SURVEY
 QR0196.in June 1991.
 QR0196
 QR0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0196.GEOID18 height accuracy estimate available here.
 QR0196
 QR0196.Click photographs - Photos may exist for this station.
 QR0196
 QR0196.The dynamic height is computed by dividing the NAVD 88
 QR0196.geopotential number by the normal gravity value computed on the
 QR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0196.degrees latitude (g = 980.6199 gals.).
 QR0196
 QR0196.The modeled gravity was interpolated from observed gravity values.
 QR0196
 QR0196;                    North         East    Units  Estimated Accuracy
 QR0196;SPC SD N     -   210,330.      667,120.      MT  (+/- 180 meters Scaled)
 QR0196
 QR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR892632(NAD 83)
 QR0196
 QR0196                          SUPERSEDED SURVEY CONTROL
 QR0196
 QR0196  NGVD 29 (??/??/92)  573.546  (m)         1881.71   (f) ADJ UNCH    2 0
 QR0196
 QR0196.Superseded values are not recommended for survey control.
 QR0196
 QR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0196.See file dsdata.pdf to determine how the superseded data were derived.
 QR0196
 QR0196_MARKER: DB = BENCH MARK DISK
 QR0196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0196_SP_SET: CULVERT HEADWALL
 QR0196_STAMPING: A 89 1934
 QR0196_MARK LOGO: CGS
 QR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0196+STABILITY: SURFACE MOTION
 QR0196
 QR0196  HISTORY     - Date     Condition        Report By
 QR0196  HISTORY     - 1934     MONUMENTED       CGS
 QR0196  HISTORY     - 1940     GOOD             CGS
 QR0196
 QR0196                          STATION DESCRIPTION
 QR0196
 QR0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0196'10.1 MI W FROM LEOLA.
 QR0196'10.1 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 QR0196'AT LEOLA, MC PHERSON COUNTY, AT THE FOOT OF A LONG WEST SLOPE,
 QR0196'ABOUT 100 FEET WEST OF A T-ROAD LEADING NORTH, AT A 4-FOOT
 QR0196'REINFORCED CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 QR0196'NORTH CONCRETE HEAD WALL, 12.5 FEET NORTH OF THE CENTER LINE
 QR0196'OF THE HIGHWAY, 4.0 FEET WEST OF A WHITE REFERENCE POST, AND
 QR0196'ABOUT 3.4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 QR0196'A 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0192 ***********************************************************************
 OS0192  DESIGNATION -  A 9
 OS0192  PID         -  OS0192
 OS0192  STATE/COUNTY-  SD/JONES
 OS0192  COUNTRY     -  US
 OS0192  USGS QUAD   -  DRAPER (2017)
 OS0192
 OS0192                         *CURRENT SURVEY CONTROL
 OS0192  ______________________________________________________________________
 OS0192* NAD 83(1986) POSITION- 43 55 34.     (N) 100 32 50.     (W)   SCALED
 OS0192* NAVD 88 ORTHO HEIGHT -   683.555 (meters)     2242.63  (feet) ADJUSTED
 OS0192  ______________________________________________________________________
 OS0192  GEOID HEIGHT    -        -24.272 (meters)                     GEOID18
 OS0192  DYNAMIC HEIGHT  -        683.338 (meters)     2241.92  (feet) COMP
 OS0192  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0192
 OS0192  VERT ORDER      -  FIRST     CLASS II
 OS0192
 OS0192.The horizontal coordinates were scaled from a map and have
 OS0192.an estimated accuracy of +/- 6 seconds.
 OS0192
 OS0192.The orthometric height was determined by differential leveling and
 OS0192.adjusted by the NATIONAL GEODETIC SURVEY
 OS0192.in June 1991.
 OS0192
 OS0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0192.GEOID18 height accuracy estimate available here.
 OS0192
 OS0192.Click photographs - Photos may exist for this station.
 OS0192
 OS0192.The dynamic height is computed by dividing the NAVD 88
 OS0192.geopotential number by the normal gravity value computed on the
 OS0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0192.degrees latitude (g = 980.6199 gals.).
 OS0192
 OS0192.The modeled gravity was interpolated from observed gravity values.
 OS0192
 OS0192;                    North         East    Units  Estimated Accuracy
 OS0192;SPC SD S     -   176,970.      582,830.      MT  (+/- 180 meters Scaled)
 OS0192
 OS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP757648(NAD 83)
 OS0192
 OS0192                          SUPERSEDED SURVEY CONTROL
 OS0192
 OS0192  NGVD 29 (??/??/92)  683.108  (m)         2241.16   (f) ADJ UNCH    1 2
 OS0192
 OS0192.Superseded values are not recommended for survey control.
 OS0192
 OS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0192.See file dsdata.pdf to determine how the superseded data were derived.
 OS0192
 OS0192_MARKER: DB = BENCH MARK DISK
 OS0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0192_STAMPING: 2241.163 A 9 1925
 OS0192_MARK LOGO: CGS
 OS0192_PROJECTION: FLUSH
 OS0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0192+STABILITY: SURFACE MOTION
 OS0192
 OS0192  HISTORY     - Date     Condition        Report By
 OS0192  HISTORY     - 1925     MONUMENTED       CGS
 OS0192  HISTORY     - 1935     GOOD             CGS
 OS0192
 OS0192                          STATION DESCRIPTION
 OS0192
 OS0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0192'2.5 MI W FROM DRAPER.
 OS0192'2.5 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0192'PACIFIC RAILROAD FROM DRAPER, JONES COUNTY, AT A SECTIONLINE
 OS0192'ROAD CROSSING, 73.5 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 OS0192'42 FEET WEST OF THE CENTERLINE OF THE ROAD, 42.2 FEET NORTH
 OS0192'OF THE CENTERLINE OF THE TRACK, AND 7.2 FEET SOUTH OF THE
 OS0192'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2241.163 A 9 1925
 OS0192'AND SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0451 ***********************************************************************
 PU0451  DESIGNATION -  A 9 I
 PU0451  PID         -  PU0451
 PU0451  STATE/COUNTY-  SD/PENNINGTON
 PU0451  COUNTRY     -  US
 PU0451  USGS QUAD   -  CREIGHTON (2017)
 PU0451
 PU0451                         *CURRENT SURVEY CONTROL
 PU0451  ______________________________________________________________________
 PU0451* NAD 83(1986) POSITION- 44 16 56.23   (N) 102 08 52.39   (W)   HD_HELD1
 PU0451* NAVD 88 ORTHO HEIGHT -   767.660 (meters)     2518.56  (feet) ADJUSTED
 PU0451  ______________________________________________________________________
 PU0451  GEOID HEIGHT    -        -19.500 (meters)                     GEOID18
 PU0451  DYNAMIC HEIGHT  -        767.453 (meters)     2517.89  (feet) COMP
 PU0451  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 PU0451
 PU0451  VERT ORDER      -  SECOND    CLASS 0
 PU0451
 PU0451.The horizontal coordinates were determined by differentially corrected
 PU0451.hand held GPS observations or other comparable positioning techniques
 PU0451.and have an estimated accuracy of +/- 3 meters.
 PU0451
 PU0451.The orthometric height was determined by differential leveling and
 PU0451.adjusted by the NATIONAL GEODETIC SURVEY
 PU0451.in June 1991.
 PU0451
 PU0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0451.GEOID18 height accuracy estimate available here.
 PU0451
 PU0451.Click photographs - Photos may exist for this station.
 PU0451
 PU0451.The dynamic height is computed by dividing the NAVD 88
 PU0451.geopotential number by the normal gravity value computed on the
 PU0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0451.degrees latitude (g = 980.6199 gals.).
 PU0451
 PU0451.The modeled gravity was interpolated from observed gravity values.
 PU0451
 PU0451;                    North         East    Units  Estimated Accuracy
 PU0451;SPC SD S     -   218,101.7     455,168.7     MT  (+/- 3 meters HH1 GPS) 
 PU0451
 PU0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2758107183(NAD 83)
 PU0451
 PU0451                          SUPERSEDED SURVEY CONTROL
 PU0451
 PU0451  NGVD 29 (??/??/92)  767.21   (m)         2517.1    (f) COMPUTED    2 0
 PU0451
 PU0451.Superseded values are not recommended for survey control.
 PU0451
 PU0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0451.See file dsdata.pdf to determine how the superseded data were derived.
 PU0451
 PU0451_MARKER: DS = TRIANGULATION STATION DISK
 PU0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0451_STAMPING: A 9 I 1961
 PU0451_MARK LOGO: CGS
 PU0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0451+STABILITY: SURFACE MOTION
 PU0451
 PU0451  HISTORY     - Date     Condition        Report By
 PU0451  HISTORY     - 1961     MONUMENTED       CGS
 PU0451  HISTORY     - 1962     GOOD             CGS
 PU0451
 PU0451                          STATION DESCRIPTION
 PU0451
 PU0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0451'7 MI NE FROM CREIGHTON.
 PU0451'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0451'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0451'GRAVELED ROAD, THENCE 2.95 MILES NORTH ALONG A GRAVELED ROAD, 125
 PU0451'FEET WEST OF THE CENTER LINE OF THE ROAD, 49.7 FEET WEST OF
 PU0451'A 9 I R.M. 2, 42.2 FEET SOUTH OF A 9 I R.M. 1, 4.7 FEET EAST OF A
 PU0451'FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PU0451'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0454 ***********************************************************************
 PU0454  DESIGNATION -  A 9 I AZ MK
 PU0454  PID         -  PU0454
 PU0454  STATE/COUNTY-  SD/PENNINGTON
 PU0454  COUNTRY     -  US
 PU0454  USGS QUAD   -  CREIGHTON (2017)
 PU0454
 PU0454                         *CURRENT SURVEY CONTROL
 PU0454  ______________________________________________________________________
 PU0454* NAD 83(1986) POSITION- 44 17 15.     (N) 102 08 51.     (W)   SCALED
 PU0454* NAVD 88 ORTHO HEIGHT -   772.119 (meters)     2533.19  (feet) ADJUSTED
 PU0454  ______________________________________________________________________
 PU0454  GEOID HEIGHT    -        -19.505 (meters)                     GEOID18
 PU0454  DYNAMIC HEIGHT  -        771.911 (meters)     2532.51  (feet) COMP
 PU0454  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 PU0454
 PU0454  VERT ORDER      -  SECOND    CLASS 0
 PU0454
 PU0454.The horizontal coordinates were scaled from a map and have
 PU0454.an estimated accuracy of +/- 6 seconds.
 PU0454
 PU0454.The orthometric height was determined by differential leveling and
 PU0454.adjusted by the NATIONAL GEODETIC SURVEY
 PU0454.in June 1991.
 PU0454
 PU0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0454.GEOID18 height accuracy estimate available here.
 PU0454
 PU0454.Click photographs - Photos may exist for this station.
 PU0454
 PU0454.The dynamic height is computed by dividing the NAVD 88
 PU0454.geopotential number by the normal gravity value computed on the
 PU0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0454.degrees latitude (g = 980.6199 gals.).
 PU0454
 PU0454.The modeled gravity was interpolated from observed gravity values.
 PU0454
 PU0454;                    North         East    Units  Estimated Accuracy
 PU0454;SPC SD S     -   218,680.      455,210.      MT  (+/- 180 meters Scaled)
 PU0454
 PU0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK275077(NAD 83)
 PU0454
 PU0454                          SUPERSEDED SURVEY CONTROL
 PU0454
 PU0454  NGVD 29 (??/??/92)  771.67   (m)         2531.7    (f) COMPUTED    2 0
 PU0454
 PU0454.Superseded values are not recommended for survey control.
 PU0454
 PU0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0454.See file dsdata.pdf to determine how the superseded data were derived.
 PU0454
 PU0454_MARKER: DZ = AZIMUTH MARK DISK
 PU0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0454_STAMPING: A 9 I 1961
 PU0454_MARK LOGO: CGS
 PU0454_PROJECTION: FLUSH
 PU0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0454+STABILITY: SURFACE MOTION
 PU0454
 PU0454  HISTORY     - Date     Condition        Report By
 PU0454  HISTORY     - 1961     MONUMENTED       CGS
 PU0454  HISTORY     - 1962     GOOD             CGS
 PU0454
 PU0454                          STATION DESCRIPTION
 PU0454
 PU0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0454'7.4 MI NE FROM CREIGHTON.
 PU0454'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0454'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0454'GRAVELED ROAD, THENCE 3.35 MILES NORTH ALONG A GRAVELED ROAD,
 PU0454'38 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 83 YARDS NORTH
 PU0454'OF A POWER LINE CROSSING OVER THE ROAD, 4.3 FEET SOUTH OF A METAL
 PU0454'WITNESS POST, 1 1/2 FEET WEST OF A FENCE, AND SET IN THE TOP OF
 PU0454'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0453 ***********************************************************************
 PU0453  DESIGNATION -  A 9 I RM 1
 PU0453  PID         -  PU0453
 PU0453  STATE/COUNTY-  SD/PENNINGTON
 PU0453  COUNTRY     -  US
 PU0453  USGS QUAD   -  CREIGHTON (2017)
 PU0453
 PU0453                         *CURRENT SURVEY CONTROL
 PU0453  ______________________________________________________________________
 PU0453* NAD 83(1986) POSITION- 44 16 54.     (N) 102 08 51.     (W)   SCALED
 PU0453* NAVD 88 ORTHO HEIGHT -   767.273 (meters)     2517.29  (feet) ADJUSTED
 PU0453  ______________________________________________________________________
 PU0453  GEOID HEIGHT    -        -19.501 (meters)                     GEOID18
 PU0453  DYNAMIC HEIGHT  -        767.066 (meters)     2516.62  (feet) COMP
 PU0453  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 PU0453
 PU0453  VERT ORDER      -  SECOND    CLASS 0
 PU0453
 PU0453.The horizontal coordinates were scaled from a map and have
 PU0453.an estimated accuracy of +/- 6 seconds.
 PU0453
 PU0453.The orthometric height was determined by differential leveling and
 PU0453.adjusted by the NATIONAL GEODETIC SURVEY
 PU0453.in June 1991.
 PU0453
 PU0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0453.GEOID18 height accuracy estimate available here.
 PU0453
 PU0453.Click photographs - Photos may exist for this station.
 PU0453
 PU0453.The dynamic height is computed by dividing the NAVD 88
 PU0453.geopotential number by the normal gravity value computed on the
 PU0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0453.degrees latitude (g = 980.6199 gals.).
 PU0453
 PU0453.The modeled gravity was interpolated from observed gravity values.
 PU0453
 PU0453;                    North         East    Units  Estimated Accuracy
 PU0453;SPC SD S     -   218,030.      455,200.      MT  (+/- 180 meters Scaled)
 PU0453
 PU0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK276071(NAD 83)
 PU0453
 PU0453                          SUPERSEDED SURVEY CONTROL
 PU0453
 PU0453  NGVD 29 (??/??/92)  766.82   (m)         2515.8    (f) COMPUTED    2 0
 PU0453
 PU0453.Superseded values are not recommended for survey control.
 PU0453
 PU0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0453.See file dsdata.pdf to determine how the superseded data were derived.
 PU0453
 PU0453_MARKER: DR = REFERENCE MARK DISK
 PU0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0453_STAMPING: A 9 I NO 1 1961
 PU0453_MARK LOGO: CGS
 PU0453_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0453+STABILITY: SURFACE MOTION
 PU0453
 PU0453  HISTORY     - Date     Condition        Report By
 PU0453  HISTORY     - 1961     MONUMENTED       CGS
 PU0453  HISTORY     - 1962     GOOD             CGS
 PU0453
 PU0453                          STATION DESCRIPTION
 PU0453
 PU0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0453'7 MI NE FROM CREIGHTON.
 PU0453'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0453'SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0453'GRAVELED ROAD, THENCE 2.95 MILES NORTH ALONG A GRAVELED ROAD,
 PU0453'124 FEET WEST OF THE CENTER LINE OF THE ROAD, 42.2 FEET NORTH OF
 PU0453'A 9 I 1961, 5 FEET EAST OF A FENCE, ABOUT 10 FEET ABOVE THE LEVEL
 PU0453'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PU0453'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0452 ***********************************************************************
 PU0452  DESIGNATION -  A 9 I RM 2
 PU0452  PID         -  PU0452
 PU0452  STATE/COUNTY-  SD/PENNINGTON
 PU0452  COUNTRY     -  US
 PU0452  USGS QUAD   -  CREIGHTON (2017)
 PU0452
 PU0452                         *CURRENT SURVEY CONTROL
 PU0452  ______________________________________________________________________
 PU0452* NAD 83(1986) POSITION- 44 16 54.     (N) 102 08 51.     (W)   SCALED
 PU0452* NAVD 88 ORTHO HEIGHT -   767.042 (meters)     2516.54  (feet) ADJUSTED
 PU0452  ______________________________________________________________________
 PU0452  GEOID HEIGHT    -        -19.501 (meters)                     GEOID18
 PU0452  DYNAMIC HEIGHT  -        766.836 (meters)     2515.86  (feet) COMP
 PU0452  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 PU0452
 PU0452  VERT ORDER      -  SECOND    CLASS 0
 PU0452
 PU0452.The horizontal coordinates were scaled from a map and have
 PU0452.an estimated accuracy of +/- 6 seconds.
 PU0452
 PU0452.The orthometric height was determined by differential leveling and
 PU0452.adjusted by the NATIONAL GEODETIC SURVEY
 PU0452.in June 1991.
 PU0452
 PU0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0452.GEOID18 height accuracy estimate available here.
 PU0452
 PU0452.Click photographs - Photos may exist for this station.
 PU0452
 PU0452.The dynamic height is computed by dividing the NAVD 88
 PU0452.geopotential number by the normal gravity value computed on the
 PU0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0452.degrees latitude (g = 980.6199 gals.).
 PU0452
 PU0452.The modeled gravity was interpolated from observed gravity values.
 PU0452
 PU0452;                    North         East    Units  Estimated Accuracy
 PU0452;SPC SD S     -   218,030.      455,200.      MT  (+/- 180 meters Scaled)
 PU0452
 PU0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK276071(NAD 83)
 PU0452
 PU0452                          SUPERSEDED SURVEY CONTROL
 PU0452
 PU0452  NGVD 29 (??/??/92)  766.59   (m)         2515.1    (f) COMPUTED    2 0
 PU0452
 PU0452.Superseded values are not recommended for survey control.
 PU0452
 PU0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0452.See file dsdata.pdf to determine how the superseded data were derived.
 PU0452
 PU0452_MARKER: DR = REFERENCE MARK DISK
 PU0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0452_STAMPING: A 9 I NO 2 1961
 PU0452_MARK LOGO: CGS
 PU0452_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0452+STABILITY: SURFACE MOTION
 PU0452
 PU0452  HISTORY     - Date     Condition        Report By
 PU0452  HISTORY     - 1961     MONUMENTED       CGS
 PU0452  HISTORY     - 1962     GOOD             CGS
 PU0452
 PU0452                          STATION DESCRIPTION
 PU0452
 PU0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0452'7 MI NE FROM CREIGHTON.
 PU0452'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0452'SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0452'GRAVELED ROAD, THENCE 2.95 MILES NORTH ALONG A GRAVELED ROAD, 77
 PU0452'FEET WEST OF THE CENTER LINE OF THE ROAD, 49.7 FEET EAST OF A
 PU0452'9 I 1961, 54.3 FEET EAST OF A FENCE, ABOUT 6 1/2 FEET ABOVE THE
 PU0452'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0452'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0448 ***********************************************************************
 PU0448  DESIGNATION -  A 9 J
 PU0448  PID         -  PU0448
 PU0448  STATE/COUNTY-  SD/PENNINGTON
 PU0448  COUNTRY     -  US
 PU0448  USGS QUAD   -  CREIGHTON (2017)
 PU0448
 PU0448                         *CURRENT SURVEY CONTROL
 PU0448  ______________________________________________________________________
 PU0448* NAD 83(1986) POSITION- 44 16 31.     (N) 102 08 53.     (W)   SCALED
 PU0448* NAVD 88 ORTHO HEIGHT -   774.037 (meters)     2539.49  (feet) ADJUSTED
 PU0448  ______________________________________________________________________
 PU0448  GEOID HEIGHT    -        -19.493 (meters)                     GEOID18
 PU0448  DYNAMIC HEIGHT  -        773.828 (meters)     2538.80  (feet) COMP
 PU0448  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 PU0448
 PU0448  VERT ORDER      -  SECOND    CLASS 0
 PU0448
 PU0448.The horizontal coordinates were scaled from a map and have
 PU0448.an estimated accuracy of +/- 6 seconds.
 PU0448
 PU0448.The orthometric height was determined by differential leveling and
 PU0448.adjusted by the NATIONAL GEODETIC SURVEY
 PU0448.in June 1991.
 PU0448
 PU0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0448.GEOID18 height accuracy estimate available here.
 PU0448
 PU0448.Click photographs - Photos may exist for this station.
 PU0448
 PU0448.The dynamic height is computed by dividing the NAVD 88
 PU0448.geopotential number by the normal gravity value computed on the
 PU0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0448.degrees latitude (g = 980.6199 gals.).
 PU0448
 PU0448.The modeled gravity was interpolated from observed gravity values.
 PU0448
 PU0448;                    North         East    Units  Estimated Accuracy
 PU0448;SPC SD S     -   217,320.      455,140.      MT  (+/- 180 meters Scaled)
 PU0448
 PU0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK275064(NAD 83)
 PU0448
 PU0448                          SUPERSEDED SURVEY CONTROL
 PU0448
 PU0448  NGVD 29 (??/??/92)  773.58   (m)         2538.0    (f) COMPUTED    2 0
 PU0448
 PU0448.Superseded values are not recommended for survey control.
 PU0448
 PU0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0448.See file dsdata.pdf to determine how the superseded data were derived.
 PU0448
 PU0448_MARKER: DS = TRIANGULATION STATION DISK
 PU0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0448_STAMPING: A 9 J 1961
 PU0448_MARK LOGO: CGS
 PU0448_PROJECTION: RECESSED 38 CENTIMETERS
 PU0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0448+STABILITY: SURFACE MOTION
 PU0448
 PU0448  HISTORY     - Date     Condition        Report By
 PU0448  HISTORY     - 1961     MONUMENTED       CGS
 PU0448  HISTORY     - 1962     GOOD             CGS
 PU0448
 PU0448                          STATION DESCRIPTION
 PU0448
 PU0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0448'6.5 MI NE FROM CREIGHTON.
 PU0448'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0448'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0448'GRAVELED ROAD, THENCE 2.45 MILES NORTH ALONG A GRAVELED ROAD,
 PU0448'87 YARDS SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 78.8 FEET
 PU0448'WEST-NORTHWEST OF AND ACROSS THE ROAD FROM A POWER POLE, 74.3
 PU0448'FEET SOUTH OF A 9 J R.M. 1, 74.7 FEET NORTH OF A 9 J R.M. 2,
 PU0448'38 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.4 FEET WEST OF A
 PU0448'FENCE, 5.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE
 PU0448'TOP OF A CONCRETE POST WHICH IS ABOUT 15 INCHES BELOW THE SURFACE
 PU0448'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0450 ***********************************************************************
 PU0450  DESIGNATION -  A 9 J RM 1
 PU0450  PID         -  PU0450
 PU0450  STATE/COUNTY-  SD/PENNINGTON
 PU0450  COUNTRY     -  US
 PU0450  USGS QUAD   -  CREIGHTON (2017)
 PU0450
 PU0450                         *CURRENT SURVEY CONTROL
 PU0450  ______________________________________________________________________
 PU0450* NAD 83(1986) POSITION- 44 16 31.     (N) 102 08 52.     (W)   SCALED
 PU0450* NAVD 88 ORTHO HEIGHT -   773.622 (meters)     2538.12  (feet) ADJUSTED
 PU0450  ______________________________________________________________________
 PU0450  GEOID HEIGHT    -        -19.494 (meters)                     GEOID18
 PU0450  DYNAMIC HEIGHT  -        773.413 (meters)     2537.44  (feet) COMP
 PU0450  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU0450
 PU0450  VERT ORDER      -  SECOND    CLASS 0
 PU0450
 PU0450.The horizontal coordinates were scaled from a map and have
 PU0450.an estimated accuracy of +/- 6 seconds.
 PU0450
 PU0450.The orthometric height was determined by differential leveling and
 PU0450.adjusted by the NATIONAL GEODETIC SURVEY
 PU0450.in June 1991.
 PU0450
 PU0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0450.GEOID18 height accuracy estimate available here.
 PU0450
 PU0450.Click photographs - Photos may exist for this station.
 PU0450
 PU0450.The dynamic height is computed by dividing the NAVD 88
 PU0450.geopotential number by the normal gravity value computed on the
 PU0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0450.degrees latitude (g = 980.6199 gals.).
 PU0450
 PU0450.The modeled gravity was interpolated from observed gravity values.
 PU0450
 PU0450;                    North         East    Units  Estimated Accuracy
 PU0450;SPC SD S     -   217,320.      455,160.      MT  (+/- 180 meters Scaled)
 PU0450
 PU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK276064(NAD 83)
 PU0450
 PU0450                          SUPERSEDED SURVEY CONTROL
 PU0450
 PU0450  NGVD 29 (??/??/92)  773.17   (m)         2536.6    (f) COMPUTED    2 0
 PU0450
 PU0450.Superseded values are not recommended for survey control.
 PU0450
 PU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0450.See file dsdata.pdf to determine how the superseded data were derived.
 PU0450
 PU0450_MARKER: DR = REFERENCE MARK DISK
 PU0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0450_STAMPING: A 9 J NO 1 1961
 PU0450_MARK LOGO: CGS
 PU0450_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0450+STABILITY: SURFACE MOTION
 PU0450
 PU0450  HISTORY     - Date     Condition        Report By
 PU0450  HISTORY     - 1961     MONUMENTED       CGS
 PU0450  HISTORY     - 1962     GOOD             CGS
 PU0450
 PU0450                          STATION DESCRIPTION
 PU0450
 PU0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0450'6.5 MI NE FROM CREIGHTON.
 PU0450'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0450'SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0450'GRAVELED ROAD, THENCE 2.45 MILES NORTH ALONG A GRAVELED ROAD,
 PU0450'74.3 FEET NORTH OF A 9 J 1961, 36 FEET WEST OF THE CENTER LINE OF
 PU0450'THE ROAD, 1.3 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PU0450'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0449 ***********************************************************************
 PU0449  DESIGNATION -  A 9 J RM 2
 PU0449  PID         -  PU0449
 PU0449  STATE/COUNTY-  SD/PENNINGTON
 PU0449  COUNTRY     -  US
 PU0449  USGS QUAD   -  CREIGHTON (2017)
 PU0449
 PU0449                         *CURRENT SURVEY CONTROL
 PU0449  ______________________________________________________________________
 PU0449* NAD 83(1986) POSITION- 44 16 31.     (N) 102 08 53.     (W)   SCALED
 PU0449* NAVD 88 ORTHO HEIGHT -   774.885 (meters)     2542.27  (feet) ADJUSTED
 PU0449  ______________________________________________________________________
 PU0449  GEOID HEIGHT    -        -19.493 (meters)                     GEOID18
 PU0449  DYNAMIC HEIGHT  -        774.676 (meters)     2541.58  (feet) COMP
 PU0449  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 PU0449
 PU0449  VERT ORDER      -  SECOND    CLASS 0
 PU0449
 PU0449.The horizontal coordinates were scaled from a map and have
 PU0449.an estimated accuracy of +/- 6 seconds.
 PU0449
 PU0449.The orthometric height was determined by differential leveling and
 PU0449.adjusted by the NATIONAL GEODETIC SURVEY
 PU0449.in June 1991.
 PU0449
 PU0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0449.GEOID18 height accuracy estimate available here.
 PU0449
 PU0449.Click photographs - Photos may exist for this station.
 PU0449
 PU0449.The dynamic height is computed by dividing the NAVD 88
 PU0449.geopotential number by the normal gravity value computed on the
 PU0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0449.degrees latitude (g = 980.6199 gals.).
 PU0449
 PU0449.The modeled gravity was interpolated from observed gravity values.
 PU0449
 PU0449;                    North         East    Units  Estimated Accuracy
 PU0449;SPC SD S     -   217,320.      455,140.      MT  (+/- 180 meters Scaled)
 PU0449
 PU0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK275064(NAD 83)
 PU0449
 PU0449                          SUPERSEDED SURVEY CONTROL
 PU0449
 PU0449  NGVD 29 (??/??/92)  774.43   (m)         2540.8    (f) COMPUTED    2 0
 PU0449
 PU0449.Superseded values are not recommended for survey control.
 PU0449
 PU0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0449.See file dsdata.pdf to determine how the superseded data were derived.
 PU0449
 PU0449_MARKER: DR = REFERENCE MARK DISK
 PU0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0449_STAMPING: A 9 J NO 2 1961
 PU0449_MARK LOGO: CGS
 PU0449_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0449+STABILITY: SURFACE MOTION
 PU0449
 PU0449  HISTORY     - Date     Condition        Report By
 PU0449  HISTORY     - 1961     MONUMENTED       CGS
 PU0449  HISTORY     - 1962     GOOD             CGS
 PU0449
 PU0449                          STATION DESCRIPTION
 PU0449
 PU0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0449'6.5 MI NE FROM CREIGHTON.
 PU0449'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0449'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0449'GRAVELED ROAD, THENCE 2.45 MILES NORTH ALONG A GRAVELED ROAD,
 PU0449'74.7 FEET SOUTH OF A 9 J 1961, 36.0 FEET WEST OF THE CENTER LINE
 PU0449'OF THE ROAD, 1.7 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 PU0449'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0157 ***********************************************************************
 QR0157  DESIGNATION -  A 90
 QR0157  PID         -  QR0157
 QR0157  STATE/COUNTY-  SD/BROWN
 QR0157  COUNTRY     -  US
 QR0157  USGS QUAD   -  RICHMOND NE (2017)
 QR0157
 QR0157                         *CURRENT SURVEY CONTROL
 QR0157  ______________________________________________________________________
 QR0157* NAD 83(1986) POSITION- 45 44 08.16   (N) 098 34 28.67   (W)   HD_HELD1
 QR0157* NAVD 88 ORTHO HEIGHT -   410.455 (meters)     1346.63  (feet) ADJUSTED
 QR0157  ______________________________________________________________________
 QR0157  GEOID HEIGHT    -        -24.247 (meters)                     GEOID18
 QR0157  DYNAMIC HEIGHT  -        410.435 (meters)     1346.57  (feet) COMP
 QR0157  MODELED GRAVITY -    980,555.8   (mgal)                       NAVD 88
 QR0157
 QR0157  VERT ORDER      -  SECOND    CLASS 0
 QR0157
 QR0157.The horizontal coordinates were determined by differentially corrected
 QR0157.hand held GPS observations or other comparable positioning techniques
 QR0157.and have an estimated accuracy of +/- 3 meters.
 QR0157
 QR0157.The orthometric height was determined by differential leveling and
 QR0157.adjusted by the NATIONAL GEODETIC SURVEY
 QR0157.in June 1991.
 QR0157
 QR0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0157.GEOID18 height accuracy estimate available here.
 QR0157
 QR0157.Click photographs - Photos may exist for this station.
 QR0157
 QR0157.The dynamic height is computed by dividing the NAVD 88
 QR0157.geopotential number by the normal gravity value computed on the
 QR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0157.degrees latitude (g = 980.6199 gals.).
 QR0157
 QR0157.The modeled gravity was interpolated from observed gravity values.
 QR0157
 QR0157;                    North         East    Units  Estimated Accuracy
 QR0157;SPC SD N     -   212,369.9     710,934.0     MT  (+/- 3 meters HH1 GPS) 
 QR0157
 QR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3309364759(NAD 83)
 QR0157
 QR0157                          SUPERSEDED SURVEY CONTROL
 QR0157
 QR0157  NGVD 29 (??/??/92)  410.138  (m)         1345.59   (f) ADJ UNCH    2 0
 QR0157
 QR0157.Superseded values are not recommended for survey control.
 QR0157
 QR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0157.See file dsdata.pdf to determine how the superseded data were derived.
 QR0157
 QR0157_MARKER: DB = BENCH MARK DISK
 QR0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0157_SP_SET: BRIDGE
 QR0157_STAMPING: A 90 1934
 QR0157_MARK LOGO: CGS
 QR0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0157
 QR0157  HISTORY     - Date     Condition        Report By
 QR0157  HISTORY     - 1934     MONUMENTED       CGS
 QR0157  HISTORY     - 19970508 MARK NOT FOUND   NGS
 QR0157
 QR0157                          STATION DESCRIPTION
 QR0157
 QR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0157'4.1 MI W FROM BARNARD.
 QR0157'4.1 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0157'AT BARNARD, BROWN COUNTY, AT A 75-FOOT STEEL BRIDGE, IN THE
 QR0157'CENTER OF THE TOP OF THE NORTH WING OF THE WEST ABUTMENT, AND
 QR0157'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 QR0157'STAMPED A 90 1934.
 QR0157
 QR0157                          STATION RECOVERY (1997)
 QR0157
 QR0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0157'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0326 ***********************************************************************
 QQ0326  DESIGNATION -  A 91
 QQ0326  PID         -  QQ0326
 QQ0326  STATE/COUNTY-  SD/MARSHALL
 QQ0326  COUNTRY     -  US
 QQ0326  USGS QUAD   -  BRITTON WEST (2017)
 QQ0326
 QQ0326                         *CURRENT SURVEY CONTROL
 QQ0326  ______________________________________________________________________
 QQ0326* NAD 83(1986) POSITION- 45 47 28.     (N) 097 52 27.     (W)   SCALED
 QQ0326* NAVD 88 ORTHO HEIGHT -   400.090 (meters)     1312.63  (feet) ADJUSTED
 QQ0326  ______________________________________________________________________
 QQ0326  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 QQ0326  DYNAMIC HEIGHT  -        400.072 (meters)     1312.57  (feet) COMP
 QQ0326  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 QQ0326
 QQ0326  VERT ORDER      -  SECOND    CLASS 0
 QQ0326
 QQ0326.The horizontal coordinates were scaled from a map and have
 QQ0326.an estimated accuracy of +/- 6 seconds.
 QQ0326
 QQ0326.The orthometric height was determined by differential leveling and
 QQ0326.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0326.in June 1991.
 QQ0326
 QQ0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0326.GEOID18 height accuracy estimate available here.
 QQ0326
 QQ0326.Click photographs - Photos may exist for this station.
 QQ0326
 QQ0326.The dynamic height is computed by dividing the NAVD 88
 QQ0326.geopotential number by the normal gravity value computed on the
 QQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0326.degrees latitude (g = 980.6199 gals.).
 QQ0326
 QQ0326.The modeled gravity was interpolated from observed gravity values.
 QQ0326
 QQ0326;                    North         East    Units  Estimated Accuracy
 QQ0326;SPC SD N     -   219,730.      765,280.      MT  (+/- 180 meters Scaled)
 QQ0326
 QQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR875714(NAD 83)
 QQ0326
 QQ0326                          SUPERSEDED SURVEY CONTROL
 QQ0326
 QQ0326  NGVD 29 (??/??/92)  399.80   (m)         1311.7    (f) COMPUTED    2 0
 QQ0326
 QQ0326.Superseded values are not recommended for survey control.
 QQ0326
 QQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0326.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0326
 QQ0326_MARKER: DB = BENCH MARK DISK
 QQ0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0326_SP_SET: CULVERT HEADWALL
 QQ0326_STAMPING: A 91 1934
 QQ0326_MARK LOGO: CGS
 QQ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0326+STABILITY: SURFACE MOTION
 QQ0326
 QQ0326  HISTORY     - Date     Condition        Report By
 QQ0326  HISTORY     - 1934     MONUMENTED       CGS
 QQ0326
 QQ0326                          STATION DESCRIPTION
 QQ0326
 QQ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0326'6.1 MI W FROM BRITTON.
 QQ0326'6.1 MILES WEST OF BRITTON CLINIC AND HOSPITAL, ALONG STATE
 QQ0326'HIGHWAY 10 AT A 4 FOOT BY 4 FOOT RCB CULVERT.  300 FEET EAST OF
 QQ0326'SECTION CORNER AT SCHOOL HOUSE.  SET IN THE CENTER OF THE NORTH
 QQ0326'HEADWALL, 3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0327 ***********************************************************************
 QQ0327  DESIGNATION -  A 91 RESET
 QQ0327  PID         -  QQ0327
 QQ0327  STATE/COUNTY-  SD/MARSHALL
 QQ0327  COUNTRY     -  US
 QQ0327  USGS QUAD   -  BRITTON WEST (2017)
 QQ0327
 QQ0327                         *CURRENT SURVEY CONTROL
 QQ0327  ______________________________________________________________________
 QQ0327* NAD 83(1986) POSITION- 45 47 28.     (N) 097 52 27.     (W)   SCALED
 QQ0327* NAVD 88 ORTHO HEIGHT -   399.21  (meters)     1309.7   (feet) RESET
 QQ0327  ______________________________________________________________________
 QQ0327  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 QQ0327  VERT ORDER      -  THIRD
 QQ0327
 QQ0327.The horizontal coordinates were scaled from a map and have
 QQ0327.an estimated accuracy of +/- 6 seconds.
 QQ0327
 QQ0327.The orthometric height was computed from unverified reset data.
 QQ0327
 QQ0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0327.GEOID18 height accuracy estimate available here.
 QQ0327
 QQ0327.Click photographs - Photos may exist for this station.
 QQ0327
 QQ0327;                    North         East    Units  Estimated Accuracy
 QQ0327;SPC SD N     -   219,730.      765,280.      MT  (+/- 180 meters Scaled)
 QQ0327
 QQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR875714(NAD 83)
 QQ0327
 QQ0327                          SUPERSEDED SURVEY CONTROL
 QQ0327
 QQ0327.No superseded survey control is available for this station.
 QQ0327
 QQ0327_MARKER: DB = BENCH MARK DISK
 QQ0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0327_SP_SET: CULVERT
 QQ0327_STAMPING: A 91 RESET 1947
 QQ0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0327
 QQ0327  HISTORY     - Date     Condition        Report By
 QQ0327  HISTORY     - 1947     MONUMENTED       SDHD
 QQ0327
 QQ0327                          STATION DESCRIPTION
 QQ0327
 QQ0327'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QQ0327'6.1 MI W FROM BRITTON.
 QQ0327'6.1 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HOSPITAL AT
 QQ0327'BRITTON, MARSHALL COUNTY, 300 FEET EAST OF A SECTION CORNER
 QQ0327'AT A SCHOOLHOUSE, AT A CULVERT, AND IN THE TOP OF THE NORTH
 QQ0327'HEAD WALL.  A STANDARD DISK, STAMPED A 91 RESET 1947.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0261 ***********************************************************************
 QQ0261  DESIGNATION -  A 92
 QQ0261  PID         -  QQ0261
 QQ0261  STATE/COUNTY-  SD/DAY
 QQ0261  COUNTRY     -  US
 QQ0261  USGS QUAD   -  ANDOVER (2017)
 QQ0261
 QQ0261                         *CURRENT SURVEY CONTROL
 QQ0261  ______________________________________________________________________
 QQ0261* NAD 83(1986) POSITION- 45 24 40.     (N) 097 54 16.     (W)   SCALED
 QQ0261* NAVD 88 ORTHO HEIGHT -   450.949 (meters)     1479.49  (feet) ADJUSTED
 QQ0261  ______________________________________________________________________
 QQ0261  GEOID HEIGHT    -        -24.868 (meters)                     GEOID18
 QQ0261  DYNAMIC HEIGHT  -        450.911 (meters)     1479.36  (feet) COMP
 QQ0261  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 QQ0261
 QQ0261  VERT ORDER      -  FIRST     CLASS II
 QQ0261
 QQ0261.The horizontal coordinates were scaled from a map and have
 QQ0261.an estimated accuracy of +/- 6 seconds.
 QQ0261
 QQ0261.The orthometric height was determined by differential leveling and
 QQ0261.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0261.in June 1991.
 QQ0261
 QQ0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0261.GEOID18 height accuracy estimate available here.
 QQ0261
 QQ0261.Click photographs - Photos may exist for this station.
 QQ0261
 QQ0261.The dynamic height is computed by dividing the NAVD 88
 QQ0261.geopotential number by the normal gravity value computed on the
 QQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0261.degrees latitude (g = 980.6199 gals.).
 QQ0261
 QQ0261.The modeled gravity was interpolated from observed gravity values.
 QQ0261
 QQ0261;                    North         East    Units  Estimated Accuracy
 QQ0261;SPC SD N     -   177,450.      764,020.      MT  (+/- 180 meters Scaled)
 QQ0261
 QQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR857292(NAD 83)
 QQ0261
 QQ0261                          SUPERSEDED SURVEY CONTROL
 QQ0261
 QQ0261  NGVD 29 (??/??/92)  450.665  (m)         1478.56   (f) ADJ UNCH    1 2
 QQ0261
 QQ0261.Superseded values are not recommended for survey control.
 QQ0261
 QQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0261.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0261
 QQ0261_MARKER: DB = BENCH MARK DISK
 QQ0261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0261_SP_SET: SIDEWALK
 QQ0261_STAMPING: A 92 1934
 QQ0261_MARK LOGO: CGS
 QQ0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0261+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0261
 QQ0261  HISTORY     - Date     Condition        Report By
 QQ0261  HISTORY     - 1934     MONUMENTED       CGS
 QQ0261  HISTORY     - 19970314 GOOD             NGS
 QQ0261
 QQ0261                          STATION DESCRIPTION
 QQ0261
 QQ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0261'AT ANDOVER.
 QQ0261'AT ANDOVER, DAY COUNTY, AT THE DRUG STORE, IN THE CONCRETE FLOOR
 QQ0261'OF THE FRONT (EAST) ENTRANCE, AND ON THE NORTH SIDE OF THE DOOR.
 QQ0261'A STANDARD DISK, STAMPED A 92 1934.
 QQ0261
 QQ0261                          STATION RECOVERY (1997)
 QQ0261
 QQ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0261'16.7 KM (10.35 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0261'STATE HIGHWAY 37 IN GROTON, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 QQ0261'MAIN STREET, IN A CONCRETE SIDEWALK IN FRONT OF THE EAST ENTRANCE DOOR
 QQ0261'TO THE ANDOVER COMMUNITY CENTER, 17.3 M (56.8 FT) SOUTH OF THE CENTER
 QQ0261'OF A STREET, 12.1 M (39.7 FT) WEST OF AND LEVEL WITH THE CENTER OF
 QQ0261'MAIN STREET, 0.6 M (2.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 QQ0261'BUILDING, AND 1.2 M (3.9 FT) NORTH OF THE CENTER OF THE DOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0358 ***********************************************************************
 PR0358  DESIGNATION -  A 94 RESET
 PR0358  PID         -  PR0358
 PR0358  STATE/COUNTY-  SD/DEUEL
 PR0358  COUNTRY     -  US
 PR0358  USGS QUAD   -  ESTELLINE SE (2017)
 PR0358
 PR0358                         *CURRENT SURVEY CONTROL
 PR0358  ______________________________________________________________________
 PR0358* NAD 83(1986) POSITION- 44 34 22.     (N) 096 51 19.     (W)   SCALED
 PR0358* NAVD 88 ORTHO HEIGHT -   507.991 (meters)     1666.63  (feet) ADJUSTED
 PR0358  ______________________________________________________________________
 PR0358  GEOID HEIGHT    -        -24.978 (meters)                     GEOID18
 PR0358  DYNAMIC HEIGHT  -        507.914 (meters)     1666.38  (feet) COMP
 PR0358  MODELED GRAVITY -    980,448.2   (mgal)                       NAVD 88
 PR0358
 PR0358  VERT ORDER      -  SECOND    CLASS 0
 PR0358
 PR0358.The horizontal coordinates were scaled from a map and have
 PR0358.an estimated accuracy of +/- 6 seconds.
 PR0358
 PR0358.The orthometric height was determined by differential leveling and
 PR0358.adjusted by the NATIONAL GEODETIC SURVEY
 PR0358.in June 1991.
 PR0358
 PR0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0358.GEOID18 height accuracy estimate available here.
 PR0358
 PR0358.Click photographs - Photos may exist for this station.
 PR0358
 PR0358.The dynamic height is computed by dividing the NAVD 88
 PR0358.geopotential number by the normal gravity value computed on the
 PR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0358.degrees latitude (g = 980.6199 gals.).
 PR0358
 PR0358.The modeled gravity was interpolated from observed gravity values.
 PR0358
 PR0358;                    North         East    Units  Estimated Accuracy
 PR0358;SPC SD N     -    87,020.      849,720.      MT  (+/- 180 meters Scaled)
 PR0358
 PR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ702377(NAD 83)
 PR0358
 PR0358                          SUPERSEDED SURVEY CONTROL
 PR0358
 PR0358  NGVD 29 (??/??/92)  507.709  (m)         1665.71   (f) ADJ UNCH    2 0
 PR0358
 PR0358.Superseded values are not recommended for survey control.
 PR0358
 PR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0358.See file dsdata.pdf to determine how the superseded data were derived.
 PR0358
 PR0358_MARKER: DB = BENCH MARK DISK
 PR0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0358_SP_SET: BRIDGE BANISTER
 PR0358_STAMPING: A 94 RESET 1948
 PR0358_MARK LOGO: CGS
 PR0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0358
 PR0358  HISTORY     - Date     Condition        Report By
 PR0358  HISTORY     - 1948     MONUMENTED       CGS
 PR0358  HISTORY     - 1949     GOOD             CGS
 PR0358
 PR0358                          STATION DESCRIPTION
 PR0358
 PR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0358'2.4 MI E FROM ESTELLINE.
 PR0358'2.4 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND NORTH
 PR0358'WESTERN RAILROAD STATION AT ESTELLINE, SET IN THE TOP OF THE
 PR0358'EAST POST OF THE NORTH BANNISTER OF A CONCRETE BRIDGE, 15.0 FEET
 PR0358'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 3.6 FEET ABOVE
 PR0358'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0506 ***********************************************************************
 PR0506  DESIGNATION -  A 95
 PR0506  PID         -  PR0506
 PR0506  STATE/COUNTY-  SD/KINGSBURY
 PR0506  COUNTRY     -  US
 PR0506  USGS QUAD   -  LAKE PRESTON NE (2017)
 PR0506
 PR0506                         *CURRENT SURVEY CONTROL
 PR0506  ______________________________________________________________________
 PR0506* NAD 83(1986) POSITION- 44 22 34.     (N) 097 15 28.     (W)   SCALED
 PR0506* NAVD 88 ORTHO HEIGHT -   519.380 (meters)     1704.00  (feet) ADJUSTED
 PR0506  ______________________________________________________________________
 PR0506  GEOID HEIGHT    -        -25.129 (meters)                     GEOID18
 PR0506  DYNAMIC HEIGHT  -        519.281 (meters)     1703.67  (feet) COMP
 PR0506  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 PR0506
 PR0506  VERT ORDER      -  SECOND    CLASS 0
 PR0506
 PR0506.The horizontal coordinates were scaled from a map and have
 PR0506.an estimated accuracy of +/- 6 seconds.
 PR0506
 PR0506.The orthometric height was determined by differential leveling and
 PR0506.adjusted by the NATIONAL GEODETIC SURVEY
 PR0506.in June 1991.
 PR0506
 PR0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0506.GEOID18 height accuracy estimate available here.
 PR0506
 PR0506.Click photographs - Photos may exist for this station.
 PR0506
 PR0506.The dynamic height is computed by dividing the NAVD 88
 PR0506.geopotential number by the normal gravity value computed on the
 PR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0506.degrees latitude (g = 980.6199 gals.).
 PR0506
 PR0506.The modeled gravity was interpolated from observed gravity values.
 PR0506
 PR0506;                    North         East    Units  Estimated Accuracy
 PR0506;SPC SD N     -    64,020.      818,510.      MT  (+/- 180 meters Scaled)
 PR0506
 PR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ387151(NAD 83)
 PR0506
 PR0506                          SUPERSEDED SURVEY CONTROL
 PR0506
 PR0506  NGVD 29 (??/??/92)  519.099  (m)         1703.08   (f) ADJ UNCH    2 0
 PR0506
 PR0506.Superseded values are not recommended for survey control.
 PR0506
 PR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0506.See file dsdata.pdf to determine how the superseded data were derived.
 PR0506
 PR0506_MARKER: DB = BENCH MARK DISK
 PR0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0506_STAMPING: A 95 1934
 PR0506_MARK LOGO: CGS
 PR0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0506+STABILITY: SURFACE MOTION
 PR0506
 PR0506  HISTORY     - Date     Condition        Report By
 PR0506  HISTORY     - 1934     MONUMENTED       CGS
 PR0506
 PR0506                          STATION DESCRIPTION
 PR0506
 PR0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0506'1.2 MI W FROM HETLAND.
 PR0506'1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0506'THE STATION AT HETLAND, KINGSBURY COUNTY, 4 FEET NORTH OF
 PR0506'MILEPOST 315, 48 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0506'52 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER
 PR0506'THAN THE RAIL.  A STANDARD DISK, STAMPED A 95 1934 AND SET IN
 PR0506'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0085 ***********************************************************************
 PR0085  DESIGNATION -  A 96
 PR0085  PID         -  PR0085
 PR0085  STATE/COUNTY-  SD/BROOKINGS
 PR0085  COUNTRY     -  US
 PR0085  USGS QUAD   -  ELKTON (2017)
 PR0085
 PR0085                         *CURRENT SURVEY CONTROL
 PR0085  ______________________________________________________________________
 PR0085* NAD 83(1986) POSITION- 44 14 16.     (N) 096 28 49.     (W)   SCALED
 PR0085* NAVD 88 ORTHO HEIGHT -   533.976 (meters)     1751.89  (feet) ADJUSTED
 PR0085  ______________________________________________________________________
 PR0085  GEOID HEIGHT    -        -25.772 (meters)                     GEOID18
 PR0085  DYNAMIC HEIGHT  -        533.866 (meters)     1751.53  (feet) COMP
 PR0085  MODELED GRAVITY -    980,396.9   (mgal)                       NAVD 88
 PR0085
 PR0085  VERT ORDER      -  SECOND    CLASS 0
 PR0085
 PR0085.The horizontal coordinates were scaled from a map and have
 PR0085.an estimated accuracy of +/- 6 seconds.
 PR0085
 PR0085.The orthometric height was determined by differential leveling and
 PR0085.adjusted by the NATIONAL GEODETIC SURVEY
 PR0085.in June 1991.
 PR0085
 PR0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0085.GEOID18 height accuracy estimate available here.
 PR0085
 PR0085.Click photographs - Photos may exist for this station.
 PR0085
 PR0085.The dynamic height is computed by dividing the NAVD 88
 PR0085.geopotential number by the normal gravity value computed on the
 PR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0085.degrees latitude (g = 980.6199 gals.).
 PR0085
 PR0085.The modeled gravity was interpolated from observed gravity values.
 PR0085
 PR0085;                    North         East    Units  Estimated Accuracy
 PR0085;SPC SD N     -    51,060.      881,100.      MT  (+/- 180 meters Scaled)
 PR0085
 PR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ012013(NAD 83)
 PR0085
 PR0085                          SUPERSEDED SURVEY CONTROL
 PR0085
 PR0085  NGVD 29 (??/??/92)  533.714  (m)         1751.03   (f) ADJ UNCH    2 0
 PR0085
 PR0085.Superseded values are not recommended for survey control.
 PR0085
 PR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0085.See file dsdata.pdf to determine how the superseded data were derived.
 PR0085
 PR0085_MARKER: DB = BENCH MARK DISK
 PR0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0085_STAMPING: A 96 1934
 PR0085_MARK LOGO: CGS
 PR0085_PROJECTION: FLUSH
 PR0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0085+STABILITY: SURFACE MOTION
 PR0085
 PR0085  HISTORY     - Date     Condition        Report By
 PR0085  HISTORY     - 1934     MONUMENTED       CGS
 PR0085  HISTORY     - 1976     GOOD             MNHD
 PR0085  HISTORY     - 19970228 GOOD             LOCENG
 PR0085
 PR0085                          STATION DESCRIPTION
 PR0085
 PR0085'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0085'IN ELKTON.
 PR0085'IT IS LOCATED 0.45 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN
 PR0085'RAILROAD FROM THE CROSSING OF CHICAGO AND NORTHWESTERN RAILROAD,
 PR0085'THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD AND SOUTH DAKOTA
 PR0085'HIGHWAY 13 AT ELKTON.  IT IS 19.8 FEET SOUTH OF AND ABOUT LEVEL
 PR0085'WITH THE SOUTH RAIL OF THE RAILROAD, 229.0 FEET EAST OF A CITY
 PR0085'STREET, 142.9 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 PR0085'A WOODEN BANDSTAND IN THE CITY PARK, AND 2.5 FEET NORTH OF A
 PR0085'TELEGRAPH POLE.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 PR0085'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  A RAILROAD SPIKE
 PR0085'WAS BURIED ALONG SIDE THE MONUMENT TO MAKE IT MAGNETIC.  IN ELKTON.
 PR0085'SEC 21, T109N, R 46W.  LATITUDE 44 DEG - 14.3 MIN.  LONGITUDE
 PR0085'96 DEG - 28.8 MIN.
 PR0085
 PR0085                          STATION RECOVERY (1997)
 PR0085
 PR0085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GM)
 PR0085'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0888 ***********************************************************************
 PU0888  DESIGNATION -  AA
 PU0888  PID         -  PU0888
 PU0888  STATE/COUNTY-  SD/MEADE
 PU0888  COUNTRY     -  US
 PU0888  USGS QUAD   -  ENNING (2017)
 PU0888
 PU0888                         *CURRENT SURVEY CONTROL
 PU0888  ______________________________________________________________________
 PU0888* NAD 83(1986) POSITION- 44 34 32.     (N) 102 33 47.     (W)   SCALED
 PU0888* NAVD 88 ORTHO HEIGHT -   925.449 (meters)     3036.24  (feet) ADJUSTED
 PU0888  ______________________________________________________________________
 PU0888  GEOID HEIGHT    -        -18.416 (meters)                     GEOID18
 PU0888  DYNAMIC HEIGHT  -        925.191 (meters)     3035.40  (feet) COMP
 PU0888  MODELED GRAVITY -    980,307.5   (mgal)                       NAVD 88
 PU0888
 PU0888  VERT ORDER      -  SECOND    CLASS 0
 PU0888
 PU0888.The horizontal coordinates were scaled from a map and have
 PU0888.an estimated accuracy of +/- 6 seconds.
 PU0888
 PU0888.The orthometric height was determined by differential leveling and
 PU0888.adjusted by the NATIONAL GEODETIC SURVEY
 PU0888.in June 1991.
 PU0888
 PU0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0888.GEOID18 height accuracy estimate available here.
 PU0888
 PU0888.Click photographs - Photos may exist for this station.
 PU0888
 PU0888.The dynamic height is computed by dividing the NAVD 88
 PU0888.geopotential number by the normal gravity value computed on the
 PU0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0888.degrees latitude (g = 980.6199 gals.).
 PU0888
 PU0888.The modeled gravity was interpolated from observed gravity values.
 PU0888
 PU0888;                    North         East    Units  Estimated Accuracy
 PU0888;SPC SD N     -    85,700.      396,460.      MT  (+/- 180 meters Scaled)
 PU0888
 PU0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK934386(NAD 83)
 PU0888
 PU0888                          SUPERSEDED SURVEY CONTROL
 PU0888
 PU0888  NGVD 29 (??/??/92)  924.965  (m)         3034.66   (f) ADJ UNCH    2 0
 PU0888
 PU0888.Superseded values are not recommended for survey control.
 PU0888
 PU0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0888.See file dsdata.pdf to determine how the superseded data were derived.
 PU0888
 PU0888_MARKER: N = NAIL
 PU0888_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 PU0888_SP_SET: COTTONWOOD TREE
 PU0888_STAMPING: AA
 PU0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0888
 PU0888  HISTORY     - Date     Condition        Report By
 PU0888  HISTORY     - UNK      MONUMENTED       CGS
 PU0888  HISTORY     - 1962     GOOD             CGS
 PU0888  HISTORY     - 1972     MARK NOT FOUND   NGS
 PU0888
 PU0888                          STATION DESCRIPTION
 PU0888
 PU0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0888'AT ENNING.
 PU0888'AT ENNING, ALONG STATE HIGHWAY 34, ABOUT 100 YARDS WEST OF A
 PU0888'NORTH-SOUTH CROSS ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE
 PU0888'HIGHWAY, A COPPER NAIL AND WASHER IN THE SOUTH ROOT OF A 30-INCH
 PU0888'COTTONWOOD, FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
 PU0888'NOTE-- IT IS SUGGESTED THAT IT BE CONSIDERED DESTROYED AS THE
 PU0888'MARK IS SET IN A TREE ROOT AND THE TREES ARE TO BE REMOVED IN
 PU0888'THE NEAR FUTURE DUE TO HIGHWAY IMPROVEMENTS.
 PU0888
 PU0888                          STATION RECOVERY (1972)
 PU0888
 PU0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0888'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0248 ***********************************************************************
 OR0248  DESIGNATION -  AA 1
 OR0248  PID         -  OR0248
 OR0248  STATE/COUNTY-  SD/CHARLES MIX
 OR0248  COUNTRY     -  US
 OR0248  USGS QUAD   -  LAKE ANDES (2017)
 OR0248
 OR0248                         *CURRENT SURVEY CONTROL
 OR0248  ______________________________________________________________________
 OR0248* NAD 83(1986) POSITION- 43 08 25.     (N) 098 32 46.     (W)   SCALED
 OR0248* NAVD 88 ORTHO HEIGHT -   438.592 (meters)     1438.95  (feet) ADJUSTED
 OR0248  ______________________________________________________________________
 OR0248  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 OR0248  DYNAMIC HEIGHT  -        438.449 (meters)     1438.48  (feet) COMP
 OR0248  MODELED GRAVITY -    980,281.3   (mgal)                       NAVD 88
 OR0248
 OR0248  VERT ORDER      -  FIRST     CLASS II
 OR0248
 OR0248.The horizontal coordinates were scaled from a map and have
 OR0248.an estimated accuracy of +/- 6 seconds.
 OR0248
 OR0248.The orthometric height was determined by differential leveling and
 OR0248.adjusted by the NATIONAL GEODETIC SURVEY
 OR0248.in June 1991.
 OR0248
 OR0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0248.GEOID18 height accuracy estimate available here.
 OR0248
 OR0248.Click photographs - Photos may exist for this station.
 OR0248
 OR0248.The dynamic height is computed by dividing the NAVD 88
 OR0248.geopotential number by the normal gravity value computed on the
 OR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0248.degrees latitude (g = 980.6199 gals.).
 OR0248
 OR0248.The modeled gravity was interpolated from observed gravity values.
 OR0248
 OR0248;                    North         East    Units  Estimated Accuracy
 OR0248;SPC SD S     -    91,210.      745,380.      MT  (+/- 180 meters Scaled)
 OR0248
 OR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369764(NAD 83)
 OR0248
 OR0248                          SUPERSEDED SURVEY CONTROL
 OR0248
 OR0248  NGVD 29 (??/??/92)  438.288  (m)         1437.95   (f) ADJ UNCH    1 2
 OR0248
 OR0248.Superseded values are not recommended for survey control.
 OR0248
 OR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0248.See file dsdata.pdf to determine how the superseded data were derived.
 OR0248
 OR0248_MARKER: DD = SURVEY DISK
 OR0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0248_MARK LOGO: USACE
 OR0248_PROJECTION: FLUSH
 OR0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0248+STABILITY: SURFACE MOTION
 OR0248
 OR0248  HISTORY     - Date     Condition        Report By
 OR0248  HISTORY     - UNK      MONUMENTED       USACE
 OR0248  HISTORY     - 1949     GOOD             CGS
 OR0248  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0248  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0248
 OR0248                          STATION DESCRIPTION
 OR0248
 OR0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0248'1.1 MI S FROM LAKE ANDES.
 OR0248'1.1 MILES SOUTH ALONG THE ACCESS HIGHWAY FROM THE EAST POINT OF
 OR0248'THE JUNCTION OF THE ACCESS HIGHWAY WITH U.S. HIGHWAY NO. 18
 OR0248'AND STATE HIGHWAY NO. 50 AT LAKE ANDES, IN THE SOUTHWEST QUARTER
 OR0248'OF A ROAD CROSSING, 83 FEET WEST OF THE CENTER LINE OF THE
 OR0248'HIGHWAY, 33 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 OR0248'16.2 FEET WEST OF A CORNER FENCE POST, 4 FEET WEST OF A POWER
 OR0248'LINE GUY POLE, 0.5 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A
 OR0248'2 IN X 4 IN MARKER POST, SET IN THE TOP OF A CONCRETE POST AND
 OR0248'LEVEL WITH THE GROUND.
 OR0248
 OR0248                          STATION RECOVERY (1963)
 OR0248
 OR0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0248'MARK NOT FOUND.
 OR0248
 OR0248                          STATION RECOVERY (2013)
 OR0248
 OR0248'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0250 ***********************************************************************
 OR0250  DESIGNATION -  AA 2
 OR0250  PID         -  OR0250
 OR0250  STATE/COUNTY-  SD/CHARLES MIX
 OR0250  COUNTRY     -  US
 OR0250  USGS QUAD   -  LAKE ANDES (2017)
 OR0250
 OR0250                         *CURRENT SURVEY CONTROL
 OR0250  ______________________________________________________________________
 OR0250* NAD 83(1986) POSITION- 43 07 35.     (N) 098 32 46.     (W)   SCALED
 OR0250* NAVD 88 ORTHO HEIGHT -   451.418 (meters)     1481.03  (feet) ADJUSTED
 OR0250  ______________________________________________________________________
 OR0250  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 OR0250  DYNAMIC HEIGHT  -        451.271 (meters)     1480.54  (feet) COMP
 OR0250  MODELED GRAVITY -    980,282.2   (mgal)                       NAVD 88
 OR0250
 OR0250  VERT ORDER      -  FIRST     CLASS II
 OR0250
 OR0250.The horizontal coordinates were scaled from a map and have
 OR0250.an estimated accuracy of +/- 6 seconds.
 OR0250
 OR0250.The orthometric height was determined by differential leveling and
 OR0250.adjusted by the NATIONAL GEODETIC SURVEY
 OR0250.in June 1991.
 OR0250
 OR0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0250.GEOID18 height accuracy estimate available here.
 OR0250
 OR0250.Click photographs - Photos may exist for this station.
 OR0250
 OR0250.The dynamic height is computed by dividing the NAVD 88
 OR0250.geopotential number by the normal gravity value computed on the
 OR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0250.degrees latitude (g = 980.6199 gals.).
 OR0250
 OR0250.The modeled gravity was interpolated from observed gravity values.
 OR0250
 OR0250;                    North         East    Units  Estimated Accuracy
 OR0250;SPC SD S     -    89,670.      745,410.      MT  (+/- 180 meters Scaled)
 OR0250
 OR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369749(NAD 83)
 OR0250
 OR0250                          SUPERSEDED SURVEY CONTROL
 OR0250
 OR0250  NGVD 29 (??/??/92)  451.115  (m)         1480.03   (f) ADJ UNCH    1 2
 OR0250
 OR0250.Superseded values are not recommended for survey control.
 OR0250
 OR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0250.See file dsdata.pdf to determine how the superseded data were derived.
 OR0250
 OR0250_MARKER: DD = SURVEY DISK
 OR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0250_MARK LOGO: USACE
 OR0250_PROJECTION: FLUSH
 OR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0250+STABILITY: SURFACE MOTION
 OR0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0250+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0250
 OR0250  HISTORY     - Date     Condition        Report By
 OR0250  HISTORY     - UNK      MONUMENTED       USACE
 OR0250  HISTORY     - 1949     GOOD             CGS
 OR0250  HISTORY     - 20121212 GOOD             INDIV
 OR0250
 OR0250                          STATION DESCRIPTION
 OR0250
 OR0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0250'2 MI S FROM LAKE ANDES.
 OR0250'2.05 MILES SOUTH ALONG THE ACCESS HIGHWAY FROM THE EAST POINT
 OR0250'OF THE JUNCTION OF THE ACCESS HIGHWAY WITH U.S. HIGHWAY NO. 18
 OR0250'AND STATE HIGHWAY NO. 50 AT LAKE ANDES, AT A T-JUNCTION OF THE
 OR0250'HIGHWAY AND A SIDE ROAD LEADING WEST, 84.0 FEET WEST OF THE
 OR0250'CENTER LINE OF THE HIGHWAY, 26.0 FEET SOUTH OF THE CENTER LINE
 OR0250'OF THE HIGHWAY, 18.3 FEET WEST OF A CORNER FENCE POST, IN LINE
 OR0250'WITH AN EAST-WEST FENCE, 1.1 FEET SOUTHEAST OF A REFERENCE POST,
 OR0250'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0250
 OR0250                          STATION RECOVERY (2012)
 OR0250
 OR0250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0252 ***********************************************************************
 OR0252  DESIGNATION -  AA 3
 OR0252  PID         -  OR0252
 OR0252  STATE/COUNTY-  SD/CHARLES MIX
 OR0252  COUNTRY     -  US
 OR0252  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0252
 OR0252                         *CURRENT SURVEY CONTROL
 OR0252  ______________________________________________________________________
 OR0252* NAD 83(1986) POSITION- 43 06 41.     (N) 098 32 46.     (W)   SCALED
 OR0252* NAVD 88 ORTHO HEIGHT -   455.167 (meters)     1493.33  (feet) ADJUSTED
 OR0252  ______________________________________________________________________
 OR0252  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 OR0252  DYNAMIC HEIGHT  -        455.020 (meters)     1492.84  (feet) COMP
 OR0252  MODELED GRAVITY -    980,283.1   (mgal)                       NAVD 88
 OR0252
 OR0252  VERT ORDER      -  FIRST     CLASS II
 OR0252
 OR0252.The horizontal coordinates were scaled from a map and have
 OR0252.an estimated accuracy of +/- 6 seconds.
 OR0252
 OR0252.The orthometric height was determined by differential leveling and
 OR0252.adjusted by the NATIONAL GEODETIC SURVEY
 OR0252.in June 1991.
 OR0252
 OR0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0252.GEOID18 height accuracy estimate available here.
 OR0252
 OR0252.Click photographs - Photos may exist for this station.
 OR0252
 OR0252.The dynamic height is computed by dividing the NAVD 88
 OR0252.geopotential number by the normal gravity value computed on the
 OR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0252.degrees latitude (g = 980.6199 gals.).
 OR0252
 OR0252.The modeled gravity was interpolated from observed gravity values.
 OR0252
 OR0252;                    North         East    Units  Estimated Accuracy
 OR0252;SPC SD S     -    88,000.      745,450.      MT  (+/- 180 meters Scaled)
 OR0252
 OR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369732(NAD 83)
 OR0252
 OR0252                          SUPERSEDED SURVEY CONTROL
 OR0252
 OR0252  NGVD 29 (??/??/92)  454.865  (m)         1492.34   (f) ADJ UNCH    1 2
 OR0252
 OR0252.Superseded values are not recommended for survey control.
 OR0252
 OR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0252.See file dsdata.pdf to determine how the superseded data were derived.
 OR0252
 OR0252_MARKER: DD = SURVEY DISK
 OR0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0252_MARK LOGO: USACE
 OR0252_PROJECTION: FLUSH
 OR0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0252+STABILITY: SURFACE MOTION
 OR0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0252+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0252
 OR0252  HISTORY     - Date     Condition        Report By
 OR0252  HISTORY     - UNK      MONUMENTED       USACE
 OR0252  HISTORY     - 1949     GOOD             CGS
 OR0252  HISTORY     - 20121212 GOOD             INDIV
 OR0252
 OR0252                          STATION DESCRIPTION
 OR0252
 OR0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0252'3 MI S FROM LAKE ANDES.
 OR0252'3.05 MILES SOUTH ALONG THE ACCESS HIGHWAY FROM THE EAST POINT
 OR0252'OF THE JUNCTION OF THE ACCESS HIGHWAY WITH U.S. HIGHWAY NO. 18
 OR0252'AND STATE HIGHWAY NO. 50 AT LAKE ANDES, AT A T-JUNCTION OF THE
 OR0252'HIGHWAY AND A GRAVEL ROAD LEADING WEST, 85 FEET WEST OF THE
 OR0252'CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE OF
 OR0252'THE ROAD LEADING WEST, 17 FEET WEST OF A CORNER FENCE POST, 22
 OR0252'FEET WEST OF BENCH MARK CA3/1, 0.2 FOOT SOUTH OF A FENCE, 1.4
 OR0252'FEET EAST OF A 2 IN X 4 IN MARKER POST, SET IN THE TOP OF A
 OR0252'CONCRETE POST AND LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK
 OR0252'IS 0.5 MILE NORTH OF BENCH MARK CA2/1.
 OR0252
 OR0252                          STATION RECOVERY (2012)
 OR0252
 OR0252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0256 ***********************************************************************
 OR0256  DESIGNATION -  AA 4
 OR0256  PID         -  OR0256
 OR0256  STATE/COUNTY-  SD/CHARLES MIX
 OR0256  COUNTRY     -  US
 OR0256  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0256
 OR0256                         *CURRENT SURVEY CONTROL
 OR0256  ______________________________________________________________________
 OR0256* NAD 83(1986) POSITION- 43 05 50.     (N) 098 32 46.     (W)   SCALED
 OR0256* NAVD 88 ORTHO HEIGHT -   447.420 (meters)     1467.91  (feet) ADJUSTED
 OR0256  ______________________________________________________________________
 OR0256  GEOID HEIGHT    -        -26.294 (meters)                     GEOID18
 OR0256  DYNAMIC HEIGHT  -        447.275 (meters)     1467.43  (feet) COMP
 OR0256  MODELED GRAVITY -    980,283.2   (mgal)                       NAVD 88
 OR0256
 OR0256  VERT ORDER      -  FIRST     CLASS II
 OR0256
 OR0256.The horizontal coordinates were scaled from a map and have
 OR0256.an estimated accuracy of +/- 6 seconds.
 OR0256
 OR0256.The orthometric height was determined by differential leveling and
 OR0256.adjusted by the NATIONAL GEODETIC SURVEY
 OR0256.in June 1991.
 OR0256
 OR0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0256.GEOID18 height accuracy estimate available here.
 OR0256
 OR0256.Click photographs - Photos may exist for this station.
 OR0256
 OR0256.The dynamic height is computed by dividing the NAVD 88
 OR0256.geopotential number by the normal gravity value computed on the
 OR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0256.degrees latitude (g = 980.6199 gals.).
 OR0256
 OR0256.The modeled gravity was interpolated from observed gravity values.
 OR0256
 OR0256;                    North         East    Units  Estimated Accuracy
 OR0256;SPC SD S     -    86,430.      745,480.      MT  (+/- 180 meters Scaled)
 OR0256
 OR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369717(NAD 83)
 OR0256
 OR0256                          SUPERSEDED SURVEY CONTROL
 OR0256
 OR0256  NGVD 29 (??/??/92)  447.119  (m)         1466.92   (f) ADJ UNCH    1 2
 OR0256
 OR0256.Superseded values are not recommended for survey control.
 OR0256
 OR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0256.See file dsdata.pdf to determine how the superseded data were derived.
 OR0256
 OR0256_MARKER: DD = SURVEY DISK
 OR0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0256_MARK LOGO: USACE
 OR0256_PROJECTION: FLUSH
 OR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0256+STABILITY: SURFACE MOTION
 OR0256
 OR0256  HISTORY     - Date     Condition        Report By
 OR0256  HISTORY     - UNK      MONUMENTED       USACE
 OR0256  HISTORY     - 1949     GOOD             CGS
 OR0256  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0256
 OR0256                          STATION DESCRIPTION
 OR0256
 OR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0256'2.1 MI N FROM PICKSTOWN.
 OR0256'2.1 MILES NORTH ALONG THE ACCESS HIGHWAY FROM THE JUNCTION OF
 OR0256'THE ACCESS HIGHWAY WITH LEWIS AVENUE AT PICKSTOWN, 0.1 MILE NORTH
 OR0256'OF A Y-JUNCTION, IN THE SOUTHWEST QUARTER OF A ROAD CROSSING,
 OR0256'84.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET
 OR0256'SOUTH OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST, 73.0 FEET
 OR0256'SOUTH-SOUTHWEST OF BENCH MARK CA1/1, 15.0 FEET WEST OF TELEPHONE
 OR0256'POLE NO. 605, 7.0 FEET WEST OF THE CENTER LINE OF A GATE, 19.5
 OR0256'FEET WEST OF A 2 IN X 4 IN MARKER POST, 1.0 FOOT NORTH OF A
 OR0256'FENCE, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 OR0256'GROUND.
 OR0256
 OR0256                          STATION RECOVERY (2013)
 OR0256
 OR0256'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0461 ***********************************************************************
 QQ0461  DESIGNATION -  AADLAND
 QQ0461  PID         -  QQ0461
 QQ0461  STATE/COUNTY-  SD/DAY
 QQ0461  COUNTRY     -  US
 QQ0461  USGS QUAD   -  ROSE HILL CEMETERY (2017)
 QQ0461
 QQ0461                         *CURRENT SURVEY CONTROL
 QQ0461  ______________________________________________________________________
 QQ0461* NAD 83(1996) POSITION- 45 30 02.91769(N) 097 40 25.50009(W)   ADJUSTED
 QQ0461* NAVD 88 ORTHO HEIGHT -   566.94  (+/-2cm)     1860.0   (feet) VERTCON3
 QQ0461  ______________________________________________________________________
 QQ0461  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 QQ0461  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 QQ0461  HORZ ORDER      -  FIRST
 QQ0461  VERT ORDER      -  THIRD ? (See Below)
 QQ0461
 QQ0461.The horizontal coordinates were established by classical geodetic methods
 QQ0461.and adjusted by the National Geodetic Survey in January 1998.
 QQ0461
 QQ0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0461
 QQ0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0461.GEOID18 height accuracy estimate available here.
 QQ0461
 QQ0461.The vertical order pertains to the NGVD 29 superseded value.
 QQ0461
 QQ0461.Click photographs - Photos may exist for this station.
 QQ0461
 QQ0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0461
 QQ0461. The following values were computed from the NAD 83(1996) position.
 QQ0461
 QQ0461;                    North         East     Units Scale Factor Converg.
 QQ0461;SPC SD N     -   187,910.089   781,782.091   MT  0.99996988   +1 38 47.0
 QQ0461;SPC SD N     -   616,501.68  2,564,896.74   sFT  0.99996988   +1 38 47.0
 QQ0461;UTM  14      - 5,039,441.963   603,614.033   MT  0.99973199   +0 56 45.8
 QQ0461
 QQ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0461!SPC SD N     -   0.99991504  x   0.99996988  =   0.99988492
 QQ0461!UTM  14      -   0.99991504  x   0.99973199  =   0.99964705
 QQ0461
 QQ0461:                Primary Azimuth Mark                     Grid Az
 QQ0461:SPC SD N     -  MUD                                      254 32 53.8
 QQ0461:UTM  14      -  MUD                                      255 14 55.0
 QQ0461
 QQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0361439441(NAD 83)
 QQ0461
 QQ0461|---------------------------------------------------------------------|
 QQ0461| PID    Reference Object                     Distance      Geod. Az  |
 QQ0461|                                                           dddmmss.s |
 QQ0461| CO4147 AADLAND AZ MK                                      0954320.9 |
 QQ0461| CO4148 AADLAND AZ MK 2                                    0961608.9 |
 QQ0461| CO4149 AADLAND RM 1                         23.781 METERS 23138     |
 QQ0461| QQ0452 MUD                                 APPROX.16.4 KM 2561140.8 |
 QQ0461| QQ0450 PIERPONT HIGH SCHOOL CHIMNEY        APPROX.12.4 KM 2662723.3 |
 QQ0461| CO4150 AADLAND RM 2                         19.560 METERS 35714     |
 QQ0461|---------------------------------------------------------------------|
 QQ0461
 QQ0461                          SUPERSEDED SURVEY CONTROL
 QQ0461
 QQ0461  NAD 83(1986)-  45 30 02.91522(N)    097 40 25.48848(W) AD(       ) 1
 QQ0461  NAD 27      -  45 30 03.08295(N)    097 40 24.14234(W) AD(       ) 1
 QQ0461  NGVD 29             566.64   (m)         1859.1    (f) LEVELING    3  
 QQ0461
 QQ0461.Superseded values are not recommended for survey control.
 QQ0461
 QQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0461.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0461
 QQ0461_MARKER: DS = TRIANGULATION STATION DISK
 QQ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0461_STAMPING: AADLAND 1952
 QQ0461_MARK LOGO: CGS
 QQ0461_PROJECTION: FLUSH
 QQ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0461+STABILITY: SURFACE MOTION
 QQ0461
 QQ0461  HISTORY     - Date     Condition        Report By
 QQ0461  HISTORY     - 1952     MONUMENTED       CGS
 QQ0461  HISTORY     - 1962     GOOD             CGS
 QQ0461  HISTORY     - 1973     GOOD             USGS
 QQ0461  HISTORY     - 1976     GOOD             NGS
 QQ0461
 QQ0461                          STATION DESCRIPTION
 QQ0461
 QQ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0461'THE STATION IS ABOUT 9 MILES WEST OF ROSLYN, 7-1/2 MILES EAST
 QQ0461'OF PIERPONT, IN SECTION 33, T 124 N, R 57 W, ON LAND OWNED BY
 QQ0461'OLE AADLAND, 300 YARDS SOUTHEAST OF A FARMHOUSE, 150 FEET WEST
 QQ0461'OF A DIRT ROAD, 100 FEET EAST OF A DRIVEWAY, 100 FEET NORTH OF
 QQ0461'A DIRT ROAD, AND 65 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QQ0461'
 QQ0461'TO REACH THE STATION FROM THE CROSS ROAD ON STATE HIGHWAY 25
 QQ0461'ABOUT 1/2 MILE NORTHWEST OF PIERPONT, GO EAST ON MAIN ROAD FOR
 QQ0461'8.25 MILES TO A CROSS ROAD, HOUSE, AND STATION ON THE LEFT,
 QQ0461'CONTINUE EAST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QQ0461'
 QQ0461'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0461'STAMPED AADLAND 1952.
 QQ0461'
 QQ0461'REFERENCE MARK 1 IS 18 FEET EAST OF A WIRE FENCE.  THE MARK IS
 QQ0461'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AADLAND NO 1 1952.
 QQ0461'
 QQ0461'REFERENCE MARK 2 IS 16 FEET SOUTH OF A TOOL SHED, 4 FEET WEST
 QQ0461'OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 QQ0461'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AADLAND
 QQ0461'NO 2 1952.
 QQ0461'
 QQ0461'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 QQ0461'4 FEET WEST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT SOUTH OF A
 QQ0461'WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QQ0461'AADLAND 1952.
 QQ0461'
 QQ0461'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QQ0461
 QQ0461                          STATION RECOVERY (1962)
 QQ0461
 QQ0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 QQ0461'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QQ0461'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS SETTING IN THE
 QQ0461'MIDDLE OF A DITCH WITH A LARGE MOUND OF DIRT AROUND IT.  THE ROAD
 QQ0461'HAD BEEN GRADED RECENTLY AND THE MARK WAS PROTECTED AND IT IS
 QQ0461'BELIEVED THAT IT WAS NOT DISTURBED.  THE OLD AZIMUTH MARK WAS
 QQ0461'DESTROYED AND A NEW AZIMUTH MARK WAS SET ALONG THE SOUTH
 QQ0461'RIGHT-OF-WAY FENCE.  A COMPLETE DESCRIPTION FOLLOWS.
 QQ0461'
 QQ0461'STATION IS LOCATED ABOUT 9 MILES WEST OF ROSLYN AND 7 AND 1/2
 QQ0461'MILES EAST OF PIERPONT IN SEC. 33, T 124 N., R 57 W. ON LAND OWNED
 QQ0461'AND OCCUPIED BY ORLIN AADLAND, 300 YARDS SOUTHEAST OF HIS
 QQ0461'FARMHOUSE, 150 FEET WEST OF THE CENTER OF DIRT ROAD, IN A SMALL
 QQ0461'YARD FOR LIVESTOCK, 117 FEET NORTHEAST OF THE SOUTHWEST
 QQ0461'CORNER OF FENCE, 100 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 QQ0461'100 FEET EAST OF THE CENTER OF EAST DRIVEWAY TO FARMHOUSE, 86
 QQ0461'FEET EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 65
 QQ0461'FEET SOUTH OF A WHITE WITNESS POST IN THE NORTH FENCE OF
 QQ0461'THE LIVESTOCK YARD.  THE MARK IS FLUSH WITH SURFACE OF THE
 QQ0461'GROUND AND THE DISK IS STAMPED AADLAND 1952.
 QQ0461'
 QQ0461'REFERENCE MARK NO. 1 IS 42 FEET NORTH-NORTHEAST OF A SOUTHWEST
 QQ0461'FENCE CORNER, 38 FEET NORTH OF THE SOUTH FENCE AROUND LOT, AND 19
 QQ0461'FEET EAST OF THE WEST FENCE AROUND LOT.  THE MARK IS FLUSH WITH
 QQ0461'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED AADLAND NO 1
 QQ0461'1952.
 QQ0461'
 QQ0461'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF A TOOL SHED, 4 FEET WEST
 QQ0461'OF A WHITE WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 QQ0461'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 QQ0461'AADLAND NO 2 1952.
 QQ0461'
 QQ0461'AZIMUTH MARK RESET IS 0.3 MILE EAST OF THE STATION, 50 FEET SOUTH
 QQ0461'OF THE CENTER OF A GRADED AND GRAVEL ROAD, 32 FEET EAST OF A
 QQ0461'TELEPHONE POLE WITH THE FOLLOWING PAINTED ON IT, ELEV BM 1836.3,
 QQ0461'1 FOOT WEST OF A NEW STEEL WITNESS POST, AND 1 FOOT NORTH OF
 QQ0461'THE SOUTH RIGHT-OF-WAY FENCE FOR THE ROAD.  THE MARK PROJECTS 6
 QQ0461'INCHES AND THE DISK IS STAMPED AADLAND 1952 RESET 1962.
 QQ0461'
 QQ0461'NOTE--THE ELEVATION OF THE RESET AZIMUTH MARK IS 4.04 FEET LOWER
 QQ0461'THAN THE ELEVATION OF THE OLD AZIMUTH MARK.
 QQ0461'
 QQ0461'TO REACH THE STATION FROM THE CROSSROAD ON STATE HIGHWAY 25
 QQ0461'ABOUT 1/2 MILE NORTHWEST OF PIERPONT, GO EAST ON A GRAVEL ROAD FOR
 QQ0461'8.0 MILES TO A CROSSROAD, THE AADLAND FARM BUILDINGS, AND THE
 QQ0461'STATION ON THE LEFT AS DESCRIBED.
 QQ0461'
 QQ0461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.3 MILE
 QQ0461'ON A GRAVEL ROAD TO THE AZIMUTH MARK ON THE RIGHT OR SOUTH SIDE
 QQ0461'OF GRAVEL ROAD.
 QQ0461'
 QQ0461'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0461
 QQ0461                          STATION RECOVERY (1973)
 QQ0461
 QQ0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LLA)
 QQ0461'THE AZ MK IS PROBABLY DESTROYED.  RD. HAS BEEN WIDENED CONSIDERABLY
 QQ0461'AND PAVED.
 QQ0461
 QQ0461                          STATION RECOVERY (1976)
 QQ0461
 QQ0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QQ0461'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 QQ0461'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS
 QQ0461'NOT RECOVERED, IT APPARENTLY WAS DESTROYED DURING ROAD
 QQ0461'IMPROVEMENTS.  A NEW AZIMUTH MARK WAS NOT SET AS OTHER OBJECTS
 QQ0461'WERE NOT VISIBLE.
 QQ0461'
 QQ0461'THE PRESENT OWNER-OPERATOR OF THE FARM IS MR. ORLIN AADLAND.
 QQ0461'
 QQ0461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0461'ABOUT 7.5 MILES EAST OF PIERPONT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2054 ***********************************************************************
 PU2054  DESIGNATION -  AB
 PU2054  PID         -  PU2054
 PU2054  STATE/COUNTY-  SD/LAWRENCE
 PU2054  COUNTRY     -  US
 PU2054  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2054
 PU2054                         *CURRENT SURVEY CONTROL
 PU2054  ______________________________________________________________________
 PU2054* NAD 83(1986) POSITION- 44 35 41.     (N) 103 34 05.     (W)   SCALED
 PU2054* NAVD 88 ORTHO HEIGHT -   928.178 (meters)     3045.20  (feet) ADJUSTED
 PU2054  ______________________________________________________________________
 PU2054  GEOID HEIGHT    -        -15.768 (meters)                     GEOID18
 PU2054  DYNAMIC HEIGHT  -        927.921 (meters)     3044.35  (feet) COMP
 PU2054  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 PU2054
 PU2054  VERT ORDER      -  SECOND    CLASS 0
 PU2054
 PU2054.The horizontal coordinates were scaled from a map and have
 PU2054.an estimated accuracy of +/- 6 seconds.
 PU2054
 PU2054.The orthometric height was determined by differential leveling and
 PU2054.adjusted by the NATIONAL GEODETIC SURVEY
 PU2054.in June 1991.
 PU2054
 PU2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2054.GEOID18 height accuracy estimate available here.
 PU2054
 PU2054.Click photographs - Photos may exist for this station.
 PU2054
 PU2054.The dynamic height is computed by dividing the NAVD 88
 PU2054.geopotential number by the normal gravity value computed on the
 PU2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2054.degrees latitude (g = 980.6199 gals.).
 PU2054
 PU2054.The modeled gravity was interpolated from observed gravity values.
 PU2054
 PU2054;                    North         East    Units  Estimated Accuracy
 PU2054;SPC SD N     -    90,850.      316,790.      MT  (+/- 180 meters Scaled)
 PU2054
 PU2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK136389(NAD 83)
 PU2054
 PU2054                          SUPERSEDED SURVEY CONTROL
 PU2054
 PU2054  NGVD 29 (??/??/92)  927.687  (m)         3043.59   (f) ADJ UNCH    2 0
 PU2054
 PU2054.Superseded values are not recommended for survey control.
 PU2054
 PU2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2054.See file dsdata.pdf to determine how the superseded data were derived.
 PU2054
 PU2054_MARKER: N = NAIL
 PU2054_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 PU2054_SP_SET: TREE ROOT
 PU2054_MARK LOGO: CGS
 PU2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2054
 PU2054  HISTORY     - Date     Condition        Report By
 PU2054  HISTORY     - 1962     MONUMENTED       CGS
 PU2054
 PU2054                          STATION DESCRIPTION
 PU2054
 PU2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2054'7.2 MI S FROM NISLAND.
 PU2054'128 FEET NORTH OF BENCH MARK B 407, A COPPER NAIL AND WASHER
 PU2054'IN THE EAST ROOT OF A 30-INCH OAK TREE LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0965 ***********************************************************************
 PR0965  DESIGNATION -  ABANDON
 PR0965  PID         -  PR0965
 PR0965  STATE/COUNTY-  SD/BROOKINGS
 PR0965  COUNTRY     -  US
 PR0965  USGS QUAD   -  BROOKINGS NE (2017)
 PR0965
 PR0965                         *CURRENT SURVEY CONTROL
 PR0965  ______________________________________________________________________
 PR0965* NAD 83(1996) POSITION- 44 27 00.85253(N) 096 46 01.96193(W)   ADJUSTED
 PR0965* NAD 83(1996) ELLIP HT-   500.527 (meters)        (06/15/04)   ADJUSTED
 PR0965* NAVD 88 ORTHO HEIGHT -   525.6   (meters)     1724.    (feet) GPS OBS
 PR0965  ______________________________________________________________________
 PR0965  NAVD 88 orthometric height was determined with an earlier geoid model
 PR0965  GEOID HEIGHT    -        -25.126 (meters)                     GEOID18
 PR0965  NAD 83(1996) X  -   -537,441.566 (meters)                     COMP
 PR0965  NAD 83(1996) Y  - -4,529,164.102 (meters)                     COMP
 PR0965  NAD 83(1996) Z  -  4,444,292.916 (meters)                     COMP
 PR0965  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 PR0965  HORZ ORDER      -  SECOND
 PR0965  ELLP ORDER      -  FOURTH    CLASS I
 PR0965
 PR0965.The horizontal coordinates were established by classical geodetic methods
 PR0965.and adjusted by the National Geodetic Survey in June 2004.
 PR0965
 PR0965.The orthometric height was determined by GPS observations and a
 PR0965.high-resolution geoid model.
 PR0965
 PR0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0965.GEOID18 height accuracy estimate available here.
 PR0965
 PR0965.Click photographs - Photos may exist for this station.
 PR0965
 PR0965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR0965
 PR0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0965
 PR0965.The ellipsoidal height was determined by GPS observations
 PR0965.and is referenced to NAD 83.
 PR0965
 PR0965. The following values were computed from the NAD 83(1996) position.
 PR0965
 PR0965;                    North         East     Units Scale Factor Converg.
 PR0965;SPC SD N     -    73,688.974   857,250.838   MT  0.99999374   +2 17 16.7
 PR0965;SPC SD N     -   241,761.24  2,812,497.12   sFT  0.99999374   +2 17 16.7
 PR0965;UTM  14      - 4,924,306.330   677,653.495   MT  0.99998814   +1 33 50.4
 PR0965
 PR0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0965!SPC SD N     -   0.99992153  x   0.99999374  =   0.99991527
 PR0965!UTM  14      -   0.99992153  x   0.99998814  =   0.99990967
 PR0965
 PR0965:                Primary Azimuth Mark                     Grid Az
 PR0965:SPC SD N     -  ABANDON AZ MK                            178 15 24.6
 PR0965:UTM  14      -  ABANDON AZ MK                            178 58 50.9
 PR0965
 PR0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7765324306(NAD 83)
 PR0965
 PR0965|---------------------------------------------------------------------|
 PR0965| PID    Reference Object                     Distance      Geod. Az  |
 PR0965|                                                           dddmmss.s |
 PR0965| CO7739 ABANDON AZ MK                                      1803241.3 |
 PR0965| CO7741 ABANDON RM 2                         17.773 METERS 18931     |
 PR0965| CO7740 ABANDON RM 1                         20.021 METERS 35132     |
 PR0965|---------------------------------------------------------------------|
 PR0965
 PR0965                          SUPERSEDED SURVEY CONTROL
 PR0965
 PR0965  NAD 83(1996)-  44 27 00.85213(N)    096 46 01.96295(W) AD(       ) 2
 PR0965  ELLIP H (01/23/98)  500.426  (m)                       GP(       ) 4 1
 PR0965  NAD 83(1986)-  44 27 00.85037(N)    096 46 01.94113(W) AD(       ) 2
 PR0965  NAD 27      -  44 27 00.96818(N)    096 46 00.74484(W) AD(       ) 2
 PR0965  NGVD 29 (01/19/94)  525.3    (m)  GEOID93  model used  GPS OBS        
 PR0965
 PR0965.Superseded values are not recommended for survey control.
 PR0965
 PR0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0965.See file dsdata.pdf to determine how the superseded data were derived.
 PR0965
 PR0965_MARKER: DD = SURVEY DISK
 PR0965_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0965+WITH SETTING: INFORMATION.
 PR0965_STAMPING: ET ABANDON 1968
 PR0965_MARK LOGO: USGS
 PR0965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0965+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 PR0965
 PR0965  HISTORY     - Date     Condition        Report By
 PR0965  HISTORY     - 1968     MONUMENTED       USGS
 PR0965  HISTORY     - 1968     GOOD             USGS
 PR0965  HISTORY     - 19921020 GOOD             NGS
 PR0965
 PR0965                          STATION DESCRIPTION
 PR0965
 PR0965'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LLA)
 PR0965'STATION IS LOCATED ABOUT 9.0 MI N. AND 1.0 MI E. OF THE CITY
 PR0965'OF BROOKINGS, 1.0 MI N. AND 6.2 MI E. OF THE VILLAGE OF BRUCE,
 PR0965'IN NE 1/4 SEC. 1, T. 111 N., R. 50 W.
 PR0965'
 PR0965'TO REACH FROM THE JCT. OF U.S. HWY. 77 AND U.S. HWY. 14 IN
 PR0965'E. PART OF BROOKINGS, GO 9.0 MI N. ON U.S. HWY. 77 TO CROSSROADS,
 PR0965'TURN RIGHT (E.) AND GO 1.0 MI E. ON GRAVEL RD. TO CROSSROADS,
 PR0965'TURN LEFT (N.) AND GO 0.6 MI N. TO A FARM LANE ON LEFT (W.)
 PR0965'AND STATION ON LEFT (W.).
 PR0965'
 PR0965'STATION IS 23.2 FT S. OF FARM LANE W., 2.5 FT S. OF T-FENCE
 PR0965'W., 23.4 FT W. OF N.-S. RD., 11.5 FT E. OF N.-S. RIGHT-OF-WAY
 PR0965'FENCE, 10.5 FT E. OF USGS WITNESS POST, AND IS STAMPED ET
 PR0965'ABANDON 1968.
 PR0965'
 PR0965'REFERENCE MARK NO. 1 IS N. OF STATION, 41.5 FT N. OF FARM
 PR0965'LANE W., 33.1 FT W. OF N.-S. RD., 1.0 FT E. OF N.-S. RIGHT-OF-WAY
 PR0965'FENCE AND IS STAMPED ABANDON NO. 1 1968.
 PR0965'
 PR0965'REFERENCE MARK NO. 2 IS S. OF STATION, 32.8 FT W. OF N.-S.
 PR0965'RD., 1.5 FT E. OF N.-S. RIGHT-OF-WAY FENCE, AND IS STAMPED
 PR0965'ABANDON NO. 2 1968.
 PR0965'
 PR0965'AZIMUTH MARK IS 0.2 MI S. OF STATION, 31.0 FT W. OF N.-S.
 PR0965'RD., 2.3 FT E. OF N.-S. RIGHT-OF-WAY FENCE (DIRECTLY E. OF POWER
 PR0965'POLE AT FENCE LINE), AND IS STAMPED ABANDON AZIMUTH MARK 1968.
 PR0965'
 PR0965'REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD TABLETS CRIMPED
 PR0965'ON COPPER WELD RODS, SET FLUSH WITH THE GROUND AND CENTERED
 PR0965'IN 6 IN. DRAIN TILE FILLED WITH GRAVEL.
 PR0965'
 PR0965'STATION MARK IS STANDARD TABLET CRIMPED ON COPPER WELD ROD, SET
 PR0965'1.0 FT BELOW THE SURFACE AND CENTERED IN 6 IN. DRAIN TILE
 PR0965'FILLED WITH GRAVEL.
 PR0965
 PR0965                          STATION RECOVERY (1968)
 PR0965
 PR0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0965'RECOVERED IN GOOD CONDITION.
 PR0965
 PR0965                          STATION RECOVERY (1992)
 PR0965
 PR0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR0965'STATION IS LOCATED ABOUT 9.0 MI (14.48 KM) NORTH OF BROOKINGS,SD 6.2
 PR0965'MI (9.98 KM) EAST OF BRUCE AND 6.0 MI (9.66 KM) WEST OF WHITE IN A
 PR0965'DITCH ALONG THE WEST SIDE OF A GRAVEL ROAD AND ABOUT 1.0 FT (0.30 M)
 PR0965'BELOW GROUND SURFACE.
 PR0965'TO REACH FROM INTERSTATE 29 AND STATE HIGHWAY 30 (EXIT 190) GO WEST ON
 PR0965'STATE HIGHWAY 30 FOR 0.4 4MI TO GRAVEL ROAD AT RIGHT.  TURN RIGHT
 PR0965'(NORTH) ON GRAVEL ROAD AND GO 0.2 MI (0.32 KM) OVER A WOODEN BRIDGE,
 PR0965'CONTINUE ON GRAVEL ROAD FOR 0.8 MI (1.29 KM) TO GRAVEL CROSSROADS
 PR0965'THENCE NORTH FOR 0.6 MI (0.97 KM) TO THE STATION ON LEFT JUST SOUTH
 PR0965'OF A FIELD ENTRANCE ROAD.
 PR0965'STATION IS LOCATED 23.2 FT (7.07 M) SOUTH OF A FIELD ENTRANCE ROAD,
 PR0965'11.5 FT (3.51 M) EAST OF A NORTH-SOUTH FENCELINE AND 10.5 FT
 PR0965'(3.20 M) EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0593 ***********************************************************************
 QR0593  DESIGNATION -  ABANDONED CATH CHURCH SPIRE
 QR0593  PID         -  QR0593
 QR0593  STATE/COUNTY-  SD/BROWN
 QR0593  COUNTRY     -  US
 QR0593  USGS QUAD   -  LAKE PARMLEY SW (2017)
 QR0593
 QR0593                         *CURRENT SURVEY CONTROL
 QR0593  ______________________________________________________________________
 QR0593* NAD 83(1996) POSITION- 45 22 11.86582(N) 098 42 05.17803(W)   ADJUSTED
 QR0593  ______________________________________________________________________
 QR0593  GEOID HEIGHT    -        -24.087 (meters)                     GEOID18
 QR0593  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 QR0593  HORZ ORDER      -  THIRD
 QR0593
 QR0593.The horizontal coordinates were established by classical geodetic methods
 QR0593.and adjusted by the National Geodetic Survey in January 1998.
 QR0593
 QR0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0593.GEOID18 height accuracy estimate available here.
 QR0593
 QR0593.Click photographs - Photos may exist for this station.
 QR0593
 QR0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0593
 QR0593. The following values were computed from the NAD 83(1996) position.
 QR0593
 QR0593;                    North         East     Units Scale Factor Converg.
 QR0593;SPC SD N     -   171,572.091   701,717.446   MT  0.99995457   +0 55 08.6
 QR0593;SPC SD N     -   562,899.44  2,302,217.99   sFT  0.99995457   +0 55 08.6
 QR0593;UTM  14      - 5,024,093.256   523,379.299   MT  0.99960672   +0 12 44.9
 QR0593
 QR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2337924093(NAD 83)
 QR0593
 QR0593                          SUPERSEDED SURVEY CONTROL
 QR0593
 QR0593  NAD 83(1986)-  45 22 11.88117(N)    098 42 05.16951(W) AD(       ) 3
 QR0593  NAD 27      -  45 22 11.96000(N)    098 42 03.80000(W) AD(       ) 3
 QR0593
 QR0593.Superseded values are not recommended for survey control.
 QR0593
 QR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0593.See file dsdata.pdf to determine how the superseded data were derived.
 QR0593
 QR0593_MARKER: 90 = CHURCH SPIRE
 QR0593
 QR0593  HISTORY     - Date     Condition        Report By
 QR0593  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0593
 QR0593                          STATION DESCRIPTION
 QR0593
 QR0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0593'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF ABANDONED CATHOLIC
 QR0593'CHURCH, HEIGHT ABOUT 45 FEET.  THE CHURCH IS LOCATED ABOUT
 QR0593'5 MILES S AND 3 MILES E OF MINA.
 QR0593'
 QR0593'STATION WAS OBSERVED UPON FROM CORT AND RICHARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0575 ***********************************************************************
 QR0575  DESIGNATION -  ABERDEEN
 QR0575  PID         -  QR0575
 QR0575  STATE/COUNTY-  SD/BROWN
 QR0575  COUNTRY     -  US
 QR0575  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0575
 QR0575                         *CURRENT SURVEY CONTROL
 QR0575  ______________________________________________________________________
 QR0575* NAD 83(1996) POSITION- 45 27 01.01047(N) 098 29 03.08599(W)   ADJUSTED
 QR0575* NAD 83(1996) ELLIP HT-   371.312 (meters)        (06/15/04)   ADJUSTED
 QR0575* NAVD 88 ORTHO HEIGHT -   395.642 (meters)     1298.04  (feet) ADJUSTED
 QR0575  ______________________________________________________________________
 QR0575  GEOID HEIGHT    -        -24.411 (meters)                     GEOID18
 QR0575  NAD 83(1996) X  -   -661,306.925 (meters)                     COMP
 QR0575  NAD 83(1996) Y  - -4,433,275.456 (meters)                     COMP
 QR0575  NAD 83(1996) Z  -  4,522,858.984 (meters)                     COMP
 QR0575  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 QR0575  DYNAMIC HEIGHT  -        395.616 (meters)     1297.95  (feet) COMP
 QR0575  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 QR0575
 QR0575  HORZ ORDER      -  FIRST
 QR0575  VERT ORDER      -  FIRST     CLASS II
 QR0575  ELLP ORDER      -  FOURTH    CLASS I
 QR0575
 QR0575.The horizontal coordinates were established by classical geodetic methods
 QR0575.and adjusted by the National Geodetic Survey in January 1998.
 QR0575
 QR0575.The orthometric height was determined by differential leveling and
 QR0575.adjusted by the NATIONAL GEODETIC SURVEY
 QR0575.in July 1998.
 QR0575
 QR0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0575.GEOID18 height accuracy estimate available here.
 QR0575
 QR0575.Click photographs - Photos may exist for this station.
 QR0575
 QR0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0575
 QR0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0575
 QR0575.The ellipsoidal height was determined by GPS observations
 QR0575.and is referenced to NAD 83.
 QR0575
 QR0575.The dynamic height is computed by dividing the NAVD 88
 QR0575.geopotential number by the normal gravity value computed on the
 QR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0575.degrees latitude (g = 980.6199 gals.).
 QR0575
 QR0575.The modeled gravity was interpolated from observed gravity values.
 QR0575
 QR0575. The following values were computed from the NAD 83(1996) position.
 QR0575
 QR0575;                    North         East     Units Scale Factor Converg.
 QR0575;SPC SD N     -   180,792.472   718,565.684   MT  0.99996335   +1 04 22.1
 QR0575;SPC SD N     -   593,149.97  2,357,494.25   sFT  0.99996335   +1 04 22.1
 QR0575;UTM  14      - 5,033,102.243   540,333.987   MT  0.99962000   +0 22 03.3
 QR0575
 QR0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0575!SPC SD N     -   0.99994179  x   0.99996335  =   0.99990514
 QR0575!UTM  14      -   0.99994179  x   0.99962000  =   0.99956181
 QR0575
 QR0575:                Primary Azimuth Mark                     Grid Az
 QR0575:SPC SD N     -  DEEN                                     276 47 36.1
 QR0575:UTM  14      -  DEEN                                     277 29 54.9
 QR0575
 QR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4033333102(NAD 83)
 QR0575
 QR0575|---------------------------------------------------------------------|
 QR0575| PID    Reference Object                     Distance      Geod. Az  |
 QR0575|                                                           dddmmss.s |
 QR0575| CO4152 ABERDEEN RM 1                        18.786 METERS 07037     |
 QR0575| QR0576 ABERDEEN N NORM INDUS SCH STK       186.964 METERS 08339     |
 QR0575| CO4151 ABERDEEN AZ MK                                     1270207.2 |
 QR0575| AE7256 ABERDEEN RM 2                        67.087 METERS 27433     |
 QR0575| QR0590 DEEN                                APPROX. 7.8 KM 2775158.2 |
 QR0575| QR0572 ABERDEEN EPIS CHURCH SPIRE          APPROX. 1.1 KM 3483355.8 |
 QR0575| QR0574 ABERDEEN MUNICIPAL TANK             300.482 METERS 35315     |
 QR0575|---------------------------------------------------------------------|
 QR0575
 QR0575                          SUPERSEDED SURVEY CONTROL
 QR0575
 QR0575  ELLIP H (01/23/98)  371.293  (m)                       GP(       ) 4 1
 QR0575  NAD 83(1986)-  45 27 01.02430(N)    098 29 03.07695(W) AD(       ) 1
 QR0575  NAD 27      -  45 27 01.10600(N)    098 29 01.74200(W) AD(       ) 1
 QR0575  NGVD 29 (06/03/93)  396.0    (m)  UNKNOWN  model used  GPS OBS        
 QR0575
 QR0575.Superseded values are not recommended for survey control.
 QR0575
 QR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0575.See file dsdata.pdf to determine how the superseded data were derived.
 QR0575
 QR0575_MARKER: DS = TRIANGULATION STATION DISK
 QR0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0575_STAMPING: ABERDEEN 1934
 QR0575_MARK LOGO: CGS
 QR0575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QR0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0575+STABILITY: SURFACE MOTION
 QR0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0575+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0575
 QR0575  HISTORY     - Date     Condition        Report By
 QR0575  HISTORY     - 1934     MONUMENTED       CGS
 QR0575  HISTORY     - 1934     GOOD             CGS
 QR0575  HISTORY     - 1960     MARK NOT FOUND   USGS
 QR0575  HISTORY     - 1964     GOOD             CGS
 QR0575  HISTORY     - 1964     MARK NOT FOUND   CGS
 QR0575  HISTORY     - 1967     GOOD             CGS
 QR0575  HISTORY     - 19921018 GOOD             NGS
 QR0575  HISTORY     - 19970314 GOOD             NGS
 QR0575
 QR0575                          STATION DESCRIPTION
 QR0575
 QR0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0575'STATION IS LOCATED IN ABERDEEN TOWNSHIP, IN THE SE 1/4 OF
 QR0575'SEC. 24, T 123 N, R 64 W, ON THE CAMPUS OF THE NORTHERN
 QR0575'NORMAL AND INDUSTRIAL SCHOOL, WHICH IS IN THE S PART OF ABERDEEN,
 QR0575'210 FEET SSW OF SW CORNER OF CENTRAL BUILDING, 120 FEET W OF
 QR0575'W SIDE OF HOTHOUSE, ABOUT 25 FEET W OF N-S SIDEWALK, AND
 QR0575'45 FEET S OF CENTER LINE OF FOURTEENTH AVENUE SE.
 QR0575'
 QR0575'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0575'BRONZE DISKS SET IN CONCRETE.
 QR0575'
 QR0575'REFERENCE MARK NO. 1 IS E OF STATION, 3 FEET SE OF SE CORNER
 QR0575'OF HOTHOUSE.
 QR0575'
 QR0575'REFERENCE MARK NO. 2 IS W OF STATION IN N-S BOUNDARY FENCE,
 QR0575'ON W SIDE OF CAMPUS.
 QR0575'
 QR0575'AZIMUTH MARK IS REACHED BY GOING TO W ENTRANCE OF CAMPUS,
 QR0575'THEN S ALONG STREET E OF RAILROAD FOR 0.45 MILE TO GRADED
 QR0575'ROAD, TURN E, GO 0.5 MILE.  MARK IS ON THE S SIDE OF ROAD,
 QR0575'15 FEET S OF CENTER LINE OF ROAD, BY THE TELEPHONE POLE WITH
 QR0575'TRANSFORMER.
 QR0575'
 QR0575'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0575
 QR0575                          STATION RECOVERY (1934)
 QR0575
 QR0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0575'RECOVERED IN GOOD CONDITION.
 QR0575
 QR0575                          STATION RECOVERY (1960)
 QR0575
 QR0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QR0575'STATION WAS NOT FOUND.  AS NEAR AS COULD BE DETERMINED THERE
 QR0575'IS NOW A CORRUGATED METAL STUDENT HOUSING BUILDING LOCATED
 QR0575'UPON THE LOCATION WHERE THE MONUMENT IS SUPPOSED TO BE OR
 QR0575'HAD BEEN.  THE NAME OF THE SCHOOL IS NOW NORTHERN STATE
 QR0575'TEACHERS COLLEGE.
 QR0575
 QR0575                          STATION RECOVERY (1964)
 QR0575
 QR0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ERW)
 QR0575'LETTER OF MR. E.R. WILLIAMSON, ASSOC. PROF OF MATH., NORTHERN
 QR0575'STATE TEACHERS COLLEGE, ABERDEEN, S. DAK. DATED MAY 1, 1964--
 QR0575'
 QR0575'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 83.7 FEET
 QR0575'NE FROM NE CORNER OF LINDBERG HALL DORMITORY, 122.0 FEET
 QR0575'SW FROM THE SW CORNER THAT FORMS THE CUSTODIANS SUPPLY ROOM
 QR0575'IN MEWALDT-JENSEN HALL CLASSROOM BUILDING AND 87.1 FEET SE
 QR0575'FROM THE SE CORNER OF THE BEULAH WILLIAMS LIBRARY AUDITORIUM.
 QR0575'
 QR0575'REFERENCE MARK ORIGINALLY SET TO THE NORTHEAST OF STATION
 QR0575'MARKER HAS BEEN DESTROYED DUE TO THE BUILDING OF A TUNNEL.
 QR0575
 QR0575                          STATION RECOVERY (1964)
 QR0575
 QR0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0575'SEARCHED FOR BUT NOT RECOVERED.  AN OFFICIAL OF THE SCHOOL
 QR0575'WAS CONTACTED WHO KNEW OF THE EXISTENCE OF THE STATION.  HE
 QR0575'SAID THAT THE STATION WAS NOW UNDERGROUND UNDER A LANDSCAPED
 QR0575'LAWN.  AS THE STATION WAS NOT TO BE USED AT THIS TIME, IT
 QR0575'WAS THOUGHT INADVISABLE TO DISTURB THE LAWN TO SEARCH FOR
 QR0575'THE STATION.
 QR0575
 QR0575                          STATION RECOVERY (1967)
 QR0575
 QR0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HWK)
 QR0575'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QR0575'IT IS NOW 11 INCHES BELOW THE SURFACE OF A NICE GREEN LAWN,
 QR0575'83.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LINDBERG
 QR0575'HALL THE TAPE WAS HELD AT THE CORNER OF THE FOUNDATION, 87.1
 QR0575'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LIBRARY HALL
 QR0575'THE TAPE WAS HELD JUST BELOW A CORNER BLOCK INSCRIBED 1956,
 QR0575'122.0 FEET SOUTHWEST OF THE BOTTOM PART OF THE SOUTHWEST
 QR0575'POST OF THE PORCHWAY TO THE MERVALDT-JENSEN HALL, 22.0 FEET
 QR0575'WEST OF THE CENTER OF A CONCRETE WALK, 17.2 FEET SOUTH OF
 QR0575'THE CENTER OF A CONCRETE WALK AND 41.0 FEET SOUTH OF THE
 QR0575'CENTER LINE OF 14TH AVE. SE.
 QR0575'
 QR0575'REFERENCE MARK NO 2 WAS RECOVERED IN GOOD CONDITION BUT IT WAS
 QR0575'FOUND TO BE UNDER A CONCRETE WALK.  THIS MARK COULD BE USED
 QR0575'BY BREAKING SOME OF THE CONCRETE WALK.
 QR0575'
 QR0575'REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE SEARCHED FOR
 QR0575'BUT NOT FOUND AT THIS TIME.
 QR0575'
 QR0575'THE TANK, ABERDEEN IS STILL V.G.
 QR0575'
 QR0575'A TOWER STILL COULD BE BUILT OVER THE STATION MARK IF STILL
 QR0575'NEEDED.
 QR0575'
 QR0575'TO REACH THE STATION SITE FROM THE JUNCTIONS OF U.S. HIGHWAY
 QR0575'12 AND SOUTH MAIN STREET IN THE TOWN OF ABERDEEN, GO SOUTH
 QR0575'ON SOUTH MAIN STREET FOR 0.6 MILE, TURN LEFT AND GO EAST ON
 QR0575'14TH AVE. SE., FOR 0.2 MILE TO THE STATION SITE ON THE RIGHT.
 QR0575'AT THE NORTHERN STATE TEACHERS COLLEGE.
 QR0575
 QR0575                          STATION RECOVERY (1992)
 QR0575
 QR0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 QR0575'STATION IS LOCATED EAST OF THE INTERSECTION OF SE 14TH AVE AND S
 QR0575'WASHINGTON ST BETWEEN THE LIBRARY, LINDBERG HALL AND MERVALDT-JENSEN
 QR0575'HALL ON THE CAMPUS OF NORTHERN STATE UNIVERSITY.
 QR0575
 QR0575                          STATION RECOVERY (1997)
 QR0575
 QR0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0575'IN ABERDEEN, AT THE INTERSECTION OF SOUTH WASHINGTON STREET AND
 QR0575'SOUTHEAST 14TH AVENUE, AT NORTHERN STATE TEACHERS COLLAGE, 75.9 M
 QR0575'(249.0 FT) EAST OF THE STREET CENTER, 26.4 M (86.6 FT) SOUTHEAST OF
 QR0575'THE SOUTHEAST CORNER OF A LIBRARY, 25.7 M (84.3 FT) NORTHEAST OF THE
 QR0575'NORTHEAST CORNER OF LINDBURG HALL, 16.4 M (53.8 FT) EAST OF A UTILITY
 QR0575'LIGHT POLE, 13.0 M (42.7 FT) SOUTH OF THE EXTENDED AVENUE CENTER, 7.4
 QR0575'M (24.3 FT) NORTH OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE
 QR0575'ENCLOSING A PLAY GROUND, 1.6 M (5.2 FT) WEST OF THE WEST EDGE OF A
 QR0575'SIDEWALK, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND
 QR0575'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0573 ***********************************************************************
 QR0573  DESIGNATION -  ABERDEEN BROWN CO CTHSE DOME
 QR0573  PID         -  QR0573
 QR0573  STATE/COUNTY-  SD/BROWN
 QR0573  COUNTRY     -  US
 QR0573  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0573
 QR0573                         *CURRENT SURVEY CONTROL
 QR0573  ______________________________________________________________________
 QR0573* NAD 83(1996) POSITION- 45 27 52.59006(N) 098 29 11.74341(W)   ADJUSTED
 QR0573  ______________________________________________________________________
 QR0573  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 QR0573  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 QR0573  HORZ ORDER      -  THIRD
 QR0573
 QR0573.The horizontal coordinates were established by classical geodetic methods
 QR0573.and adjusted by the National Geodetic Survey in January 1998.
 QR0573
 QR0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0573.GEOID18 height accuracy estimate available here.
 QR0573
 QR0573.Click photographs - Photos may exist for this station.
 QR0573
 QR0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0573
 QR0573. The following values were computed from the NAD 83(1996) position.
 QR0573
 QR0573;                    North         East     Units Scale Factor Converg.
 QR0573;SPC SD N     -   182,381.004   718,347.835   MT  0.99996512   +1 04 15.9
 QR0573;SPC SD N     -   598,361.68  2,356,779.52   sFT  0.99996512   +1 04 15.9
 QR0573;UTM  14      - 5,034,692.788   540,135.773   MT  0.99961981   +0 21 57.5
 QR0573
 QR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4013534692(NAD 83)
 QR0573
 QR0573                          SUPERSEDED SURVEY CONTROL
 QR0573
 QR0573  NAD 83(1986)-  45 27 52.60481(N)    098 29 11.73320(W) AD(       ) 3
 QR0573  NAD 27      -  45 27 52.68900(N)    098 29 10.39700(W) AD(       ) 3
 QR0573
 QR0573.Superseded values are not recommended for survey control.
 QR0573
 QR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0573.See file dsdata.pdf to determine how the superseded data were derived.
 QR0573
 QR0573_MARKER: 87 = DOME
 QR0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0573+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 QR0573
 QR0573  HISTORY     - Date     Condition        Report By
 QR0573  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0573  HISTORY     - 1957     GOOD             CGS
 QR0573  HISTORY     - 1964     GOOD             CGS
 QR0573  HISTORY     - 20040726 GOOD             GEOCAC
 QR0573
 QR0573                          STATION DESCRIPTION
 QR0573
 QR0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0573'POINT OBSERVED UPON WAS TIP OF STATUE ATOP THE DOME OF THE
 QR0573'BROWN COUNTY COURTHOUSE.  COURTHOUSE FACES FIRST AVENUE SE,
 QR0573'APPROXIMATELY 85 FEET HIGH.  IT WAS BUILT IN 1902.
 QR0573'
 QR0573'STATION WAS OBSERVED UPON FROM ABERDEEN NORTH BASE, DEEN,
 QR0573'ABERDEEN SOUTH BASE, ORDWAY, AND RICHARD.
 QR0573
 QR0573                          STATION RECOVERY (1957)
 QR0573
 QR0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 QR0573'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QR0573
 QR0573                          STATION RECOVERY (1964)
 QR0573
 QR0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0573'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QR0573
 QR0573                          STATION RECOVERY (2004)
 QR0573
 QR0573'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 QR0573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0572 ***********************************************************************
 QR0572  DESIGNATION -  ABERDEEN EPIS CHURCH SPIRE
 QR0572  PID         -  QR0572
 QR0572  STATE/COUNTY-  SD/BROWN
 QR0572  COUNTRY     -  US
 QR0572  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0572
 QR0572                         *CURRENT SURVEY CONTROL
 QR0572  ______________________________________________________________________
 QR0572* NAD 83(1996) POSITION- 45 27 35.48818(N) 098 29 12.99533(W)   ADJUSTED
 QR0572  ______________________________________________________________________
 QR0572  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 QR0572  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 QR0572  HORZ ORDER      -  THIRD
 QR0572
 QR0572.The horizontal coordinates were established by classical geodetic methods
 QR0572.and adjusted by the National Geodetic Survey in January 1998.
 QR0572
 QR0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0572.GEOID18 height accuracy estimate available here.
 QR0572
 QR0572.Click photographs - Photos may exist for this station.
 QR0572
 QR0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0572
 QR0572. The following values were computed from the NAD 83(1996) position.
 QR0572
 QR0572;                    North         East     Units Scale Factor Converg.
 QR0572;SPC SD N     -   181,852.630   718,330.511   MT  0.99996452   +1 04 15.1
 QR0572;SPC SD N     -   596,628.17  2,356,722.68   sFT  0.99996452   +1 04 15.1
 QR0572;UTM  14      - 5,034,164.849   540,111.956   MT  0.99961978   +0 21 56.5
 QR0572
 QR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4011134164(NAD 83)
 QR0572
 QR0572                          SUPERSEDED SURVEY CONTROL
 QR0572
 QR0572  NAD 83(1986)-  45 27 35.50295(N)    098 29 12.98549(W) AD(       ) 3
 QR0572  NAD 27      -  45 27 35.58500(N)    098 29 11.64900(W) AD(       ) 3
 QR0572
 QR0572.Superseded values are not recommended for survey control.
 QR0572
 QR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0572.See file dsdata.pdf to determine how the superseded data were derived.
 QR0572
 QR0572_MARKER: 90 = CHURCH SPIRE
 QR0572
 QR0572  HISTORY     - Date     Condition        Report By
 QR0572  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0572  HISTORY     - 1964     GOOD             CGS
 QR0572
 QR0572                          STATION DESCRIPTION
 QR0572
 QR0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0572'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE EPISCOPAL
 QR0572'CHURCH, LOCATED IN THE CENTER OF TOWN ON THE CORNER OF LINCOLN
 QR0572'STREET AND FIFTH AVENUE SE.  BUILT IN 1908 AND IS APPROXIMATELY
 QR0572'70 FEET HIGH.
 QR0572'
 QR0572'STATION WAS OBSERVED FROM DEEN, ABERDEEN, ABERDEEN NORTH
 QR0572'BASE, ABERDEEN SOUTH BASE.
 QR0572
 QR0572                          STATION RECOVERY (1964)
 QR0572
 QR0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0572'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 QR0572'CORRECTION--THE CHURCH IS A METHODIST CHURCH.  AT ONE TIME
 QR0572'IT WAS KNOWN AS A METHODIST EPISCOPAL CHURCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0577 ***********************************************************************
 QR0577  DESIGNATION -  ABERDEEN MUN AIRPORT AP STA D
 QR0577  PID         -  QR0577
 QR0577  STATE/COUNTY-  SD/BROWN
 QR0577  COUNTRY     -  US
 QR0577  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0577
 QR0577                         *CURRENT SURVEY CONTROL
 QR0577  ______________________________________________________________________
 QR0577* NAD 83(1996) POSITION- 45 26 50.29371(N) 098 24 57.99667(W)   ADJUSTED
 QR0577* NAVD 88 ORTHO HEIGHT -   394.    (meters)     1293.    (feet) SCALED
 QR0577  ______________________________________________________________________
 QR0577  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 QR0577  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 QR0577  HORZ ORDER      -  THIRD
 QR0577
 QR0577.This mark is at Aberdeen Airport (ABR)
 QR0577
 QR0577.The horizontal coordinates were established by classical geodetic methods
 QR0577.and adjusted by the National Geodetic Survey in January 1998.
 QR0577
 QR0577.The orthometric height was scaled from a topographic map.
 QR0577
 QR0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0577.GEOID18 height accuracy estimate available here.
 QR0577
 QR0577.Click photographs - Photos may exist for this station.
 QR0577
 QR0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0577
 QR0577. The following values were computed from the NAD 83(1996) position.
 QR0577
 QR0577;                    North         East     Units Scale Factor Converg.
 QR0577;SPC SD N     -   180,563.642   723,896.695   MT  0.99996299   +1 07 15.5
 QR0577;SPC SD N     -   592,399.22  2,374,984.41   sFT  0.99996299   +1 07 15.5
 QR0577;UTM  14      - 5,032,807.932   545,659.966   MT  0.99962563   +0 24 57.9
 QR0577
 QR0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0577!SPC SD N     -   0.99994203  x   0.99996299  =   0.99990502
 QR0577!UTM  14      -   0.99994203  x   0.99962563  =   0.99956768
 QR0577
 QR0577:                Primary Azimuth Mark                     Grid Az
 QR0577:SPC SD N     -  ABERDEEN MUN APT STA E                   313 58 03.9
 QR0577:UTM  14      -  ABERDEEN MUN APT STA E                   314 40 21.5
 QR0577
 QR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4565932807(NAD 83)
 QR0577
 QR0577|---------------------------------------------------------------------|
 QR0577| PID    Reference Object                     Distance      Geod. Az  |
 QR0577|                                                           dddmmss.s |
 QR0577| QR0581 RNG ABERDEEN RADIO ABR              APPROX. 4.2 KM 1831124.8 |
 QR0577| QR0574 ABERDEEN MUNICIPAL TANK             APPROX. 5.4 KM 2764309.2 |
 QR0577| QR0583 ABERDEEN MUN APT STA E              APPROX. 0.9 KM 3150519.4 |
 QR0577| QR0580 ABERDEEN MUN AIRPORT BEACON         APPROX. 1.2 KM 3321838.8 |
 QR0577|---------------------------------------------------------------------|
 QR0577
 QR0577                          SUPERSEDED SURVEY CONTROL
 QR0577
 QR0577  NAD 83(1986)-  45 26 50.30618(N)    098 24 57.97803(W) AD(       ) 3
 QR0577  NAD 27      -  45 26 50.38430(N)    098 24 56.64850(W) AD(       ) 3
 QR0577
 QR0577.Superseded values are not recommended for survey control.
 QR0577
 QR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0577.See file dsdata.pdf to determine how the superseded data were derived.
 QR0577
 QR0577_MARKER: DT = TOPOGRAPHIC STATION DISK
 QR0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0577_STAMPING: AP 1964 STA D
 QR0577_MARK LOGO: CGS
 QR0577_PROJECTION: FLUSH
 QR0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0577+STABILITY: SURFACE MOTION
 QR0577
 QR0577  HISTORY     - Date     Condition        Report By
 QR0577  HISTORY     - 1964     MONUMENTED       CGS
 QR0577  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0577
 QR0577                          STATION DESCRIPTION
 QR0577
 QR0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0577'IN THE SE PART OF THE AIRPORT NEAR THE SE END OF THE NW-SE
 QR0577'RUNWAY, OFFSET FROM END OF RWY. AT RIGHT ANGLE TO AZI. OF
 QR0577'RWY.  125.0 FT NE OF CL OF RWY.  38.6 FT NE OF NE THRESHOLD
 QR0577'LIGHT.  183.2 FT ESE OF 1ST RUNWAY LIGHT NW OF RWY END.  A
 QR0577'STD. TOPO. STA. DISK STAMPED AP 1964 STA. D SET IN CONCRETE
 QR0577'MONUMENT FLUSH WITH SURFACE OF THE GROUND.
 QR0577
 QR0577                          STATION RECOVERY (1997)
 QR0577
 QR0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0577'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0580 ***********************************************************************
 QR0580  DESIGNATION -  ABERDEEN MUN AIRPORT BEACON
 QR0580  PID         -  QR0580
 QR0580  STATE/COUNTY-  SD/BROWN
 QR0580  COUNTRY     -  US
 QR0580  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0580
 QR0580                         *CURRENT SURVEY CONTROL
 QR0580  ______________________________________________________________________
 QR0580* NAD 83(1996) POSITION- 45 27 25.14981(N) 098 25 23.98903(W)   ADJUSTED
 QR0580  ______________________________________________________________________
 QR0580  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 QR0580  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 QR0580  HORZ ORDER      -  THIRD
 QR0580
 QR0580.This mark is at Aberdeen Airport (ABR)
 QR0580
 QR0580.The horizontal coordinates were established by classical geodetic methods
 QR0580.and adjusted by the National Geodetic Survey in January 1998.
 QR0580
 QR0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0580.GEOID18 height accuracy estimate available here.
 QR0580
 QR0580.Click photographs - Photos may exist for this station.
 QR0580
 QR0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0580
 QR0580. The following values were computed from the NAD 83(1996) position.
 QR0580
 QR0580;                    North         East     Units Scale Factor Converg.
 QR0580;SPC SD N     -   181,628.466   723,311.033   MT  0.99996417   +1 06 57.1
 QR0580;SPC SD N     -   595,892.73  2,373,062.95   sFT  0.99996417   +1 06 57.1
 QR0580;UTM  14      - 5,033,879.517   545,087.641   MT  0.99962499   +0 24 39.6
 QR0580
 QR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4508733879(NAD 83)
 QR0580
 QR0580                          SUPERSEDED SURVEY CONTROL
 QR0580
 QR0580  NAD 83(1986)-  45 27 25.16286(N)    098 25 23.96977(W) AD(       ) 3
 QR0580  NAD 27      -  45 27 25.24110(N)    098 25 22.63800(W) AD(       ) 3
 QR0580
 QR0580.Superseded values are not recommended for survey control.
 QR0580
 QR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0580.See file dsdata.pdf to determine how the superseded data were derived.
 QR0580
 QR0580_MARKER: 21 = AIRPORT BEACON
 QR0580_MARK LOGO: CGS
 QR0580
 QR0580  HISTORY     - Date     Condition        Report By
 QR0580  HISTORY     - 1964     FIRST OBSERVED   CGS
 QR0580  HISTORY     - 19910927 GOOD             NGS
 QR0580
 QR0580                          STATION DESCRIPTION
 QR0580
 QR0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0580'IN THE NORTH PART OF THE AIRPORT IN THE ADMINISTRATIVE AREA,
 QR0580'225 FT EAST OF THE SOUTH-EAST CORNER OF THE ADMINISTRATION
 QR0580'BUILDING.  A STD. F.A.A. AIRPORT BEACON ON STD. STEEL TOWER WHICH
 QR0580'IS PAINTED ALTERNATELY RED AND WHITE AND OBSTRUCTION LIGHTED.
 QR0580'THE BEACON LIGHT IS STD. DOUBLE ENDED, ROTATING TYPE SHOWING
 QR0580'GREEN AND CLEAR LIGHT.  CL OF LIGHT WAS INTERSECTED.
 QR0580
 QR0580                          STATION RECOVERY (1991)
 QR0580
 QR0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QR0580'LOCATED IN THE NORTH PART OF THE AIRPORT IN THE ADMINISTRATIVE AREA,
 QR0580'225 FT. (68.6 M) EAST OF THE SOUTHEAST CORNER OF THE ADMINISTRATION
 QR0580'BUILDING.  A STANDARD F.A.A. AIRPORT BEACON ON STANDARD STEEL TOWER
 QR0580'WHICH IS PAINTED ALTERNATELY RED AND WHITE AND OBSTRUCTION LIGHTED.
 QR0580'THE BEACON LIGHT IS STANDARD DOUBLE ENDED, ROTATING TYPE SHOWING GREEN
 QR0580'AND CLEAR.ENTER OF LIGHT WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0064 ***********************************************************************
 QR0064  DESIGNATION -  ABERDEEN MUN APT ARP
 QR0064  PID         -  QR0064
 QR0064  STATE/COUNTY-  SD/BROWN
 QR0064  COUNTRY     -  US
 QR0064  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0064
 QR0064                         *CURRENT SURVEY CONTROL
 QR0064  ______________________________________________________________________
 QR0064* NAD 83(1996) POSITION- 45 27 11.95756(N) 098 25 32.69920(W)   ADJUSTED
 QR0064* NAVD 88 ORTHO HEIGHT -   396.148 (meters)     1299.70  (feet) ADJUSTED
 QR0064  ______________________________________________________________________
 QR0064  GEOID HEIGHT    -        -24.506 (meters)                     GEOID18
 QR0064  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 QR0064  DYNAMIC HEIGHT  -        396.121 (meters)     1299.61  (feet) COMP
 QR0064  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 QR0064
 QR0064  HORZ ORDER      -  THIRD
 QR0064  VERT ORDER      -  SECOND    CLASS 0
 QR0064
 QR0064.This mark is at Aberdeen Airport (ABR)
 QR0064
 QR0064.The horizontal coordinates were established by classical geodetic methods
 QR0064.and adjusted by the National Geodetic Survey in January 1998.
 QR0064
 QR0064.The orthometric height was determined by differential leveling and
 QR0064.adjusted by the NATIONAL GEODETIC SURVEY
 QR0064.in June 1991.
 QR0064
 QR0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0064.GEOID18 height accuracy estimate available here.
 QR0064
 QR0064.Click photographs - Photos may exist for this station.
 QR0064
 QR0064.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0064
 QR0064.The dynamic height is computed by dividing the NAVD 88
 QR0064.geopotential number by the normal gravity value computed on the
 QR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0064.degrees latitude (g = 980.6199 gals.).
 QR0064
 QR0064.The modeled gravity was interpolated from observed gravity values.
 QR0064
 QR0064. The following values were computed from the NAD 83(1996) position.
 QR0064
 QR0064;                    North         East     Units Scale Factor Converg.
 QR0064;SPC SD N     -   181,217.598   723,129.748   MT  0.99996372   +1 06 51.0
 QR0064;SPC SD N     -   594,544.74  2,372,468.18   sFT  0.99996372   +1 06 51.0
 QR0064;UTM  14      - 5,033,471.050   544,901.378   MT  0.99962479   +0 24 33.3
 QR0064
 QR0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0064!SPC SD N     -   0.99994174  x   0.99996372  =   0.99990546
 QR0064!UTM  14      -   0.99994174  x   0.99962479  =   0.99956655
 QR0064
 QR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4490133471(NAD 83)
 QR0064
 QR0064                          SUPERSEDED SURVEY CONTROL
 QR0064
 QR0064  NAD 83(1986)-  45 27 11.97020(N)    098 25 32.68032(W) AD(       ) 3
 QR0064  NAD 27      -  45 27 12.04880(N)    098 25 31.34870(W) AD(       ) 3
 QR0064  NGVD 29 (??/??/92)  395.86   (m)         1298.8    (f) COMPUTED    2 0
 QR0064
 QR0064.Superseded values are not recommended for survey control.
 QR0064
 QR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0064.See file dsdata.pdf to determine how the superseded data were derived.
 QR0064
 QR0064_MARKER: DT = TOPOGRAPHIC STATION DISK
 QR0064_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QR0064+WITH SETTING: PAVEMENT
 QR0064_SP_SET: LIGHT BASE
 QR0064_STAMPING: ARP 1957
 QR0064_MARK LOGO: CGS
 QR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0064+STABILITY: SURFACE MOTION
 QR0064
 QR0064  HISTORY     - Date     Condition        Report By
 QR0064  HISTORY     - 1957     MONUMENTED       CGS
 QR0064  HISTORY     - 1957     GOOD             CGS
 QR0064  HISTORY     - 1957     GOOD             CGS
 QR0064  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0064
 QR0064                          STATION DESCRIPTION
 QR0064
 QR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 QR0064'AT ABERDEEN AIRPORT ABOUT 3 MILES EAST OF ABERDEEN.  IN THE
 QR0064'APPROXIMATE CENTER OF THE AIRPORT ON THE SOUTHERLY EDGE OF
 QR0064'THE NW/SE RUNWAY.  664.4 FT. SE OF THE CENTER OF RUNWAY
 QR0064'INTERSECTION.  35.2 FT. ESE OF HIGH INTENSITY RUNWAY LIGHT NO. 18.
 QR0064'3.3 FT.  WEST OF EDGE OF RUNWAY.  A STANDARD TOPO DISK
 QR0064'STAMPED ARP 1957 SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 QR0064'OLD ABANDONED, FLUSH TYPE, RUNWAY LIGHT NO. 18.
 QR0064
 QR0064                          STATION RECOVERY (1957)
 QR0064
 QR0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 QR0064'AT ABERDEEN AIRPORT.
 QR0064'IN THE APPROXIMATE CENTER OF THE AIRPORT ON THE SOUTHERLY EDGE
 QR0064'OF THE NW/SE RUNWAY, 664.4 FT. SE OF THE INTERSECTION OF RUNWAYS,
 QR0064'35.2 FT. ESE OF HIGH INTENSITY RUNWAY LIGHT NO. 18, 3.3 FT. WEST
 QR0064'OF THE EDGE OF RUNWAY.  A STANDARD TOPO DISK STAMPED A R P 1957
 QR0064'SET IN DRILL HOLE IN THE CONCRETE BASE OF OLD ABANDONED, FLUSH
 QR0064'TYPE, RUNWAY LT. 18.
 QR0064
 QR0064                          STATION RECOVERY (1957)
 QR0064
 QR0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 QR0064'RECOVERED IN GOOD CONDITION.
 QR0064
 QR0064                          STATION RECOVERY (1997)
 QR0064
 QR0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0064'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0574 ***********************************************************************
 QR0574  DESIGNATION -  ABERDEEN MUNICIPAL TANK
 QR0574  PID         -  QR0574
 QR0574  STATE/COUNTY-  SD/BROWN
 QR0574  COUNTRY     -  US
 QR0574  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0574
 QR0574                         *CURRENT SURVEY CONTROL
 QR0574  ______________________________________________________________________
 QR0574* NAD 83(1996) POSITION- 45 27 10.67609(N) 098 29 04.71056(W)   ADJUSTED
 QR0574  ______________________________________________________________________
 QR0574  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 QR0574  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 QR0574  HORZ ORDER      -  THIRD
 QR0574
 QR0574.The horizontal coordinates were established by classical geodetic methods
 QR0574.and adjusted by the National Geodetic Survey in January 1998.
 QR0574
 QR0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0574.GEOID18 height accuracy estimate available here.
 QR0574
 QR0574.Click photographs - Photos may exist for this station.
 QR0574
 QR0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0574
 QR0574. The following values were computed from the NAD 83(1996) position.
 QR0574
 QR0574;                    North         East     Units Scale Factor Converg.
 QR0574;SPC SD N     -   181,090.149   718,524.805   MT  0.99996367   +1 04 20.9
 QR0574;SPC SD N     -   594,126.60  2,357,360.13   sFT  0.99996367   +1 04 20.9
 QR0574;UTM  14      - 5,033,400.298   540,296.787   MT  0.99961996   +0 22 02.2
 QR0574
 QR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4029633400(NAD 83)
 QR0574
 QR0574                          SUPERSEDED SURVEY CONTROL
 QR0574
 QR0574  NAD 83(1986)-  45 27 10.69030(N)    098 29 04.70094(W) AD(       ) 3
 QR0574  NAD 27      -  45 27 10.77200(N)    098 29 03.36700(W) AD(       ) 3
 QR0574
 QR0574.Superseded values are not recommended for survey control.
 QR0574
 QR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0574.See file dsdata.pdf to determine how the superseded data were derived.
 QR0574
 QR0574_MARKER: 53 = ELEVATED TANK
 QR0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0574+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 QR0574
 QR0574  HISTORY     - Date     Condition        Report By
 QR0574  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0574  HISTORY     - 1957     GOOD             CGS
 QR0574  HISTORY     - 1964     GOOD             CGS
 QR0574  HISTORY     - 1974     GOOD             NGS
 QR0574  HISTORY     - 1982     GOOD             NGS
 QR0574  HISTORY     - 19820513 GOOD             NGS
 QR0574  HISTORY     - 20040726 GOOD             GEOCAC
 QR0574
 QR0574                          STATION DESCRIPTION
 QR0574
 QR0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0574'POINT OBSERVED UPON WAS THE FINIAL OF MUNICIPAL WATER TANK,
 QR0574'LOCATED 60 FEET N OF TWELFTH AVENUE SE, 110 FEET W OF WASHINGTON
 QR0574'STREET S.  TANK IS APPROXIMATELY 120 FEET HIGH AND WAS BUILT
 QR0574'IN 1934.  IT IS IN S PART OF TOWN.
 QR0574'
 QR0574'STATION WAS OBSERVED UPON FROM DEEN, ABERDEEN, ABERDEEN SOUTH
 QR0574'BASE, ABERDEEN NORTH BASE, ORDWAY, AND RICHARD.
 QR0574
 QR0574                          STATION RECOVERY (1957)
 QR0574
 QR0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 QR0574'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QR0574
 QR0574                          STATION RECOVERY (1964)
 QR0574
 QR0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0574'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 QR0574'EXCEPTION--STATION IS 110 FEET EAST OF WASHINGTON STREET.
 QR0574'
 QR0574'CITY RECORDS SHOW THAT THERE HAS NEVER BEEN ANOTHER TANK
 QR0574'IN THE IMMEDIATE VICINITY.
 QR0574
 QR0574                          STATION RECOVERY (1974)
 QR0574
 QR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 QR0574'THE STATION WAS RECOVERED AS DESCRIBED.
 QR0574'
 QR0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHERN
 QR0574'PART OF ABERDEEN
 QR0574
 QR0574                          STATION RECOVERY (1982)
 QR0574
 QR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 QR0574'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED, IT IS PAINTED GREEN.
 QR0574'
 QR0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH PART OF
 QR0574'DOWNTOWN ABERDEEN.
 QR0574
 QR0574                          STATION RECOVERY (1982)
 QR0574
 QR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QR0574'THE STATION WAS RECOVERED AS DESCRIBED IN THE EXISTING DESCRIPTIVE
 QR0574'TEXT.
 QR0574
 QR0574                          STATION RECOVERY (2004)
 QR0574
 QR0574'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 QR0574'PAINTED BEIGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0563 ***********************************************************************
 QR0563  DESIGNATION -  ABERDEEN NORTH BASE
 QR0563  PID         -  QR0563
 QR0563  STATE/COUNTY-  SD/BROWN
 QR0563  COUNTRY     -  US
 QR0563  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0563
 QR0563                         *CURRENT SURVEY CONTROL
 QR0563  ______________________________________________________________________
 QR0563* NAD 83(1996) POSITION- 45 26 40.74920(N) 098 29 41.35799(W)   ADJUSTED
 QR0563* NAD 83(1996) ELLIP HT-   371.502 (meters)        (06/15/04)   ADJUSTED
 QR0563* NAVD 88 ORTHO HEIGHT -   395.87  (meters)     1298.8   (feet) RESET
 QR0563  ______________________________________________________________________
 QR0563  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 QR0563  NAD 83(1996) X  -   -662,195.368 (meters)                     COMP
 QR0563  NAD 83(1996) Y  - -4,433,593.688 (meters)                     COMP
 QR0563  NAD 83(1996) Z  -  4,522,420.257 (meters)                     COMP
 QR0563  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 QR0563  HORZ ORDER      -  FIRST
 QR0563  VERT ORDER      -  THIRD
 QR0563  ELLP ORDER      -  FOURTH    CLASS I
 QR0563
 QR0563.The horizontal coordinates were established by classical geodetic methods
 QR0563.and adjusted by the National Geodetic Survey in January 1998.
 QR0563
 QR0563.The orthometric height was computed from unverified reset data.
 QR0563
 QR0563.No vertical observational check was made to the station.
 QR0563
 QR0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0563.GEOID18 height accuracy estimate available here.
 QR0563
 QR0563.Click photographs - Photos may exist for this station.
 QR0563
 QR0563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0563
 QR0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0563
 QR0563.The ellipsoidal height was determined by GPS observations
 QR0563.and is referenced to NAD 83.
 QR0563
 QR0563. The following values were computed from the NAD 83(1996) position.
 QR0563
 QR0563;                    North         East     Units Scale Factor Converg.
 QR0563;SPC SD N     -   180,151.574   717,745.849   MT  0.99996267   +1 03 55.0
 QR0563;SPC SD N     -   591,047.29  2,354,804.51   sFT  0.99996267   +1 03 55.0
 QR0563;UTM  14      - 5,032,471.701   539,506.611   MT  0.99961919   +0 21 35.9
 QR0563
 QR0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0563!SPC SD N     -   0.99994176  x   0.99996267  =   0.99990443
 QR0563!UTM  14      -   0.99994176  x   0.99961919  =   0.99956097
 QR0563
 QR0563:                Primary Azimuth Mark                     Grid Az
 QR0563:SPC SD N     -  ABERDEEN NORTH BASE AZ MK                179 01 38.7
 QR0563:UTM  14      -  ABERDEEN NORTH BASE AZ MK                179 43 57.8
 QR0563
 QR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3950632471(NAD 83)
 QR0563
 QR0563|---------------------------------------------------------------------|
 QR0563| PID    Reference Object                     Distance      Geod. Az  |
 QR0563|                                                           dddmmss.s |
 QR0563| QR0573 ABERDEEN BROWN CO CTHSE DOME        APPROX. 2.3 KM 0161032.8 |
 QR0563| QR0572 ABERDEEN EPIS CHURCH SPIRE          APPROX. 1.8 KM 0200200.1 |
 QR0563| QR0574 ABERDEEN MUNICIPAL TANK             APPROX. 1.2 KM 0404520.5 |
 QR0563| CO4154 ABERDEEN NORTH BASE RM 1             24.727 METERS 04727     |
 QR0563| QR0576 ABERDEEN N NORM INDUS SCH STK       APPROX. 1.2 KM 0573434.6 |
 QR0563| CO4155 ABERDEEN NORTH BASE RM 2             42.532 METERS 14857     |
 QR0563| CO4153 ABERDEEN NORTH BASE AZ MK                          1800533.7 |
 QR0563| QR0582 ABERDEEN SIEBRECHT FLORIST STK      APPROX. 1.4 KM 1855032.2 |
 QR0563| QR0592 SAINT JOHNS EVAN LUTH CH            APPROX.13.6 KM 2254118.3 |
 QR0563|---------------------------------------------------------------------|
 QR0563
 QR0563                          SUPERSEDED SURVEY CONTROL
 QR0563
 QR0563  ELLIP H (01/23/98)  371.500  (m)                       GP(       ) 4 1
 QR0563  NAD 83(1986)-  45 26 40.76348(N)    098 29 41.34840(W) AD(       ) 1
 QR0563  NAD 27      -  45 26 40.84600(N)    098 29 40.01200(W) AD(       ) 1
 QR0563  NGVD 29 (04/17/07)  395.58   (m)         1297.8    (f) RESET       3  
 QR0563  NGVD 29 (06/03/93)  396.2    (m)  UNKNOWN  model used  GPS OBS        
 QR0563
 QR0563.Superseded values are not recommended for survey control.
 QR0563
 QR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0563.See file dsdata.pdf to determine how the superseded data were derived.
 QR0563
 QR0563_MARKER: DS = TRIANGULATION STATION DISK
 QR0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0563_STAMPING: ABERDEEN N BASE 1934
 QR0563_MARK LOGO: CGS
 QR0563_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0563+STABILITY: SURFACE MOTION
 QR0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0563+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 QR0563
 QR0563  HISTORY     - Date     Condition        Report By
 QR0563  HISTORY     - 1934     MONUMENTED       CGS
 QR0563  HISTORY     - 1934     GOOD             CGS
 QR0563  HISTORY     - 1934     GOOD             SDGS
 QR0563  HISTORY     - 1934     GOOD             CGS
 QR0563  HISTORY     - 1960     GOOD             USGS
 QR0563  HISTORY     - 1964     GOOD             CGS
 QR0563  HISTORY     - 1967     GOOD             CGS
 QR0563  HISTORY     - 19820513 GOOD             NGS
 QR0563  HISTORY     - 19921015 GOOD             NOS
 QR0563  HISTORY     - 19970515 GOOD             NGS
 QR0563
 QR0563                          STATION DESCRIPTION
 QR0563
 QR0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0563'IN ABERDEEN.
 QR0563'1.6 KM (1.0 MI) SOUTH ALONG SOUTH 5TH STREET FROM THE JUNCTION OF
 QR0563'HIGHWAY 12 AND SOUTH 5TH STREET, 27.7 METERS (90.9 FEET) SOUTH OF
 QR0563'THE CENTER OF MELGARD ROAD, 13.6 METERS (44.6 FEET) WEST OF THE
 QR0563'WEST EDGE OF AN ASPHALT DRIVE, 11.0 METERS (36.1 FEET) EAST OF THE
 QR0563'EAST RAIL OF RAILROAD TRACK, AND 3.6 METERS (11.8 FEET)
 QR0563'NORTHWEST OF THE EAST ONE OF DOUBLE POWER POLES.
 QR0563'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 QR0563'THE MARK IS 5.0 FT BELOW TRACK.
 QR0563
 QR0563                          STATION RECOVERY (1934)
 QR0563
 QR0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0563'STATION IS LOCATED APPROXIMATELY 1.5 MILES S OF ABERDEEN IN
 QR0563'SEC. 24, T 123 N, R 64 W, ON PROPERTY OWNED BY THE CHICAGO,
 QR0563'MILWAUKEE AND ST. PAUL RAILROAD.  STATION IS 90 FEET S OF
 QR0563'CENTER LINE OF U.S. HIGHWAY 281, 36 FEET E OF E RAIL OF
 QR0563'RAILROAD JUST E OF RAILROAD EMBANKMENT.
 QR0563'
 QR0563'SURFACE AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 QR0563'SET IN THE TOP OF CONCRETE CYLINDERS.
 QR0563'
 QR0563'UNDERGROUND MARK, REFERENCE MARK NO. 2, AND AZIMUTH MARK ARE
 QR0563'STANDARD BRONZE DISKS SET AT THE CENTER OF THE TOP OF CONCRETE.
 QR0563'
 QR0563'REFERENCE MARK NO. 1 IS 35 FEET S OF CENTER LINE OF U.S.
 QR0563'HIGHWAY 281 IN CORNER OF E-W, N-S FENCE LINES, NE OF STATION.
 QR0563'
 QR0563'REFERENCE MARK NO. 2 IS 107 FEET E OF E RAIL OF RAILROAD AT
 QR0563'NW CORNER OF SMALL FRAME BUILDING, SE OF STATION.  SQUARE MARK.
 QR0563'
 QR0563'AZIMUTH MARK IS S OF STATION, 40 FEET E OF E RAIL OF
 QR0563'RAILROAD, 48 FEET S OF CENTER LINE OF E-W ROAD.
 QR0563'
 QR0563'AZIMUTH IS REACHED FROM STATION BY GOING S ON U.S. HIGHWAY
 QR0563'281 FOR 1.0 MILE, THENCE TURN LEFT ACROSS RAILROAD TRACK AND
 QR0563'MARK TO RIGHT.
 QR0563'
 QR0563'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 12 AND U.S. HIGHWAY
 QR0563'281 IN DOWNTOWN ABERDEEN, GO S ON U.S. HIGHWAY 281 FOR ONE
 QR0563'MILE, CONTINUE RIGHT (W) ON U.S. HIGHWAY 281 FOR 0.5 MILE TO
 QR0563'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD CROSSING
 QR0563'AND STATION ON LEFT.
 QR0563'
 QR0563'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QR0563
 QR0563                          STATION RECOVERY (1934)
 QR0563
 QR0563'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 QR0563'STATION RECOVERED.  ALL MARKS FOUND IN GOOD CONDITION.  STATION
 QR0563'MARK IS A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 QR0563'GROUND.  THE STATION IS 35.56 FEET E OF THE E RAIL, AND ABOUT
 QR0563'134 FEET NNE OF STATION 1 MILE SIGN.
 QR0563'
 QR0563'REFERENCE MARK NO. 1 IS A ROUND CONCRETE POST PROJECTING 8
 QR0563'INCHES ABOVE THE GROUND.  MARK IS 95 FEET E OF THE E RAIL.
 QR0563'
 QR0563'REFERENCE MARK NO. 2 IS A SQUARE MARK PROJECTING ABOUT 2
 QR0563'INCHES.  MARK IS 92.7 FEET E OF STATION 1 MILE SIGN, AND
 QR0563'1.5 FEET NW OF THE NW CORNER OF AN OLD BARN.
 QR0563'
 QR0563'AZIMUTH MARK IS A SQUARE MARK PROJECTING 2 INCHES.  MARK IS
 QR0563'ABOUT 260 FEET SE OF CORNER OF GREENHOUSE (SIEBRECHT FLORIST
 QR0563'OF ABERDEEN), ABOUT 190 FEET S OF MILEPOST 126.
 QR0563
 QR0563                          STATION RECOVERY (1934)
 QR0563
 QR0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0563'RECOVERED IN GOOD CONDITION.
 QR0563
 QR0563                          STATION RECOVERY (1960)
 QR0563
 QR0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QR0563'STATION AZIMUTH AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 QR0563'
 QR0563'THE BUILDINGS AND FENCE LINES USED AS DESCRIPTION REFERENCES
 QR0563'HAVE BEEN REMOVED.
 QR0563'
 QR0563'ROUTING OF U.S. HWY 281 HAS BEEN CHANGED IN RECENT
 QR0563'YEARS, THEREFORE THE REFERENCES TO U.S. HWY 281 IN
 QR0563'THE DESCRIPTION SHOULD BE CHANGED TO READ 18TH AVE. SW (ALSO
 QR0563'CALLED MELGAARD ROAD.)
 QR0563
 QR0563                          STATION RECOVERY (1964)
 QR0563
 QR0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0563'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 QR0563'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  AZIMUTH MARK
 QR0563'NOT SEARCHED FOR.
 QR0563
 QR0563                          STATION RECOVERY (1967)
 QR0563
 QR0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HWK)
 QR0563'THIS STATION SITE WAS RECOVERED BY THE 1934 DESCRIPTION,
 QR0563'IT IS STILL QUITE ADEQUATE YET AT THIS TIME.
 QR0563'
 QR0563'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE
 QR0563'AZIMUTH MARK WERE ALL RECOVERED AND ALL OF THESE MARKS WERE
 QR0563'FOUND TO BE IN GOOD CONDITION.
 QR0563'
 QR0563'R.M. NO 2 WAS FOUND TO BE 6-INCHES BELOW THE SURFACE OF A
 QR0563'HARD PACKED GRAVELED ROAD.
 QR0563'
 QR0563'AT THE PRESENT TIME THE STATION MARK IS UNDER SEVEN HIGH
 QR0563'VOLTAGE WIRES AND NO TOWER COULD BE BUILT OVER THIS STATION
 QR0563'MARK.  THE TOWER CAN BE BUILT ECCENTRIC IF NEEDED, TO THE
 QR0563'EAST OF THE STATION MARK.
 QR0563'
 QR0563'TO REACH THE STATION SITE FROM THE SOUTH MAIN STREET AND
 QR0563'U.S. HIGHWAY 12 IN THE TOWN OF ABERDEEN, GO SOUTH ON SOUTH
 QR0563'MAIN STREET FOR 1.0 MILE TO CROSS STREETS, TURN RIGHT AND
 QR0563'GO WEST ON MELGAARD ROAD (18TH AVE. SW.,) FOR 0.3 MILE TO THE
 QR0563'STATION SITE ON THE LEFT.
 QR0563
 QR0563                          STATION RECOVERY (1982)
 QR0563
 QR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QR0563'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 QR0563'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND APPEAR TO HAVE BEEN
 QR0563'DESTROYED BY CONSTRUCTION OF AN ASPHALT DRIVE.  THE AZIMUTH MARK 1 IS
 QR0563'BLOCKED BY A ROW OF POWER POLES AND AZIMUTH MARK 2 AND REFERENCE MARK
 QR0563'3 WERE ESTABLISHED AT THIS TIME.  BENCH MARK M 60 WILL SUFFICE FOR A
 QR0563'SECOND REFERENCE MARK.  DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS
 QR0563'LOCATED IN SOUTHWEST ABERDEEN, NEAR THE CORNER OF SOUTH 5TH STREET AND
 QR0563'MELGARD STREET, ON THE EAST SIDE OF RAILROAD TRACKS AND JUST WEST OF
 QR0563'PLYMOUTH CONGREGATION UNITED CHURCH OF CHRIST.  TO REACH THE STATION
 QR0563'FROM THE JUNCTION OF HIGHWAY 12 AND SOUTH 5TH STREET, GO SOUTH ON
 QR0563'SOUTH 5TH STREET FOR 1.6 KM (1.00 MI) TO THE SOUTH ON THE LEFT.  THE
 QR0563'STATION IS A STANDARD CGS DISK STAMPED ABERDEEN N BASE 1934 SET INTO
 QR0563'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 QR0563'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 27.7 METERS
 QR0563'(90.9 FT) S FROM THE CENTER OF MELGARD STREET. 13.6 METERS (44.6 FT) W
 QR0563'FROM THE WEST EDGE OF AN ASPHALT DRIVE.  11.0 METERS (36.1 FT) E FROM
 QR0563'THE EAST RAIL OF RAILROAD TRACK.  3.6 METERS (11.8 FT) NW FROM THE
 QR0563'EAST ONE OF DOUBLE POWER POLES.  0.30 METERS (0.98 FT) N FROM A METAL
 QR0563'WITNESS POST.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED
 QR0563'ABERDEEN NORTH BASE 1934 NO 3 1982 SET INTO THE TOP OF A ROUND
 QR0563'CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH THE GROUND.
 QR0563'LOCATED 26.2 METERS S FROM THE CENTER OF MELGARD STREET.  21.3 METERS
 QR0563'(69.9 FT) E FROM THE EAST RAIL OF RAILROAD TRACKS.  10.44 METERS
 QR0563'(34.25 FT) E FROM A METAL WITNESS POST.  3.3 METERS (10.8 FT) W FROM
 QR0563'THE WEST EDGE OF ASPHALT DRIVE.  A STANDARD CGS BENCH MARK DISK
 QR0563'STAMPED M 60 1934 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM
 QR0563'(10 INCHES) ON A SIDE AND FLUSH WITH GROUND SURFACE.  LOCATED 16.7
 QR0563'METERS (54.8 FT) S FROM THE CENTER OF MELGARD STREET.  10.6 METERS
 QR0563'(34.8 FT) E FROM THE EAST RAIL OF RAILROAD TRACKS.  11.43 METERS
 QR0563'(37.50 FT) N FROM A METAL WITNESS POST.  0.7 METERS (2.3 FT) W FROM A
 QR0563'POWER POLE ANCHOR, AND 0.7 FEET, (21.3 CM) 0.2 METERS (0.7 FT) HIGHER
 QR0563'THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED
 QR0563'ABERDEEN N BASE 1934 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 QR0563'CM (12 INCHES) ON SIDE AND FLUSH WITH SURFACE.  IT IS 14.4 M (47.2 FT)
 QR0563'SOUTH OF THE CENTER OF SW 30TH AVE., EAST OF EAST RAILROAD AND WEST OF
 QR0563'A METAL WITNESS POST. THE UNDERGROUND GROUND MARK IS A STANDARD NGS
 QR0563'AZIMUTH DISK STAMPED ABERDEEN NORTH BASE 1934 NO 2 1982 SET INTO THE
 QR0563'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1 M (3.3 FT) BELOW THE
 QR0563'SURFACE.  LOCATED 14.5 METERS (47.6 FT) S FROM THE CENTER OF SW 30TH
 QR0563'AVE.  11.0 METERS (36.1 FT) E FROM THE EAST RAIL OF RAILROAD TRACK.
 QR0563'3.0 METERS (9.8 FT) W FROM A POWER POLE.  0.29 METERS (0.95 FT) N FROM
 QR0563'A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 QR0563'SOUTH ON SOUTH 5TH STREET FOR 1.6 KM (1.00 MI) TO THE MARK ON THE
 QR0563'LEFT.
 QR0563
 QR0563                          STATION RECOVERY (1992)
 QR0563
 QR0563'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 QR0563'RECOVERED IN GOOD CONDITION.
 QR0563
 QR0563                          STATION RECOVERY (1997)
 QR0563
 QR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0563'IN ABERDEEN, AT THE INTERSECTION OF SOUTH 5TH STREET AND MELGUARD
 QR0563'ROAD, 34.1 M (111.9 FT) EAST OF THE STREET CENTERLINE, 26.3 M (86.3
 QR0563'FT) SOUTH OF THE ROAD CENTER, 15.2 M (49.9 FT) WEST OF THE CENTER OF A
 QR0563'DRIVEWAY, 11.1 M (36.4 FT) SOUTH OF BENCH MARK M 60, 10.6 M (34.8 FT)
 QR0563'EAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 2.8 M (9.2
 QR0563'FT) NORTHEAST OF A UTILITY POLE WITH A WITNESS SIGN ATTACHED, 1.0 M
 QR0563'(3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A
 QR0563'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0564 ***********************************************************************
 QR0564  DESIGNATION -  ABERDEEN NORTH BASE RM 3
 QR0564  PID         -  QR0564
 QR0564  STATE/COUNTY-  SD/BROWN
 QR0564  COUNTRY     -  US
 QR0564  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0564
 QR0564                         *CURRENT SURVEY CONTROL
 QR0564  ______________________________________________________________________
 QR0564* NAD 83(1986) POSITION- 45 26 40.     (N) 098 29 41.     (W)   SCALED
 QR0564* NAVD 88 ORTHO HEIGHT -   395.87  (meters)     1298.8   (feet) RESET
 QR0564  ______________________________________________________________________
 QR0564  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 QR0564  VERT ORDER      -  THIRD
 QR0564
 QR0564.The horizontal coordinates were scaled from a map and have
 QR0564.an estimated accuracy of +/- 6 seconds.
 QR0564
 QR0564.The orthometric height was computed from unverified reset data.
 QR0564
 QR0564.No vertical observational check was made to the station.
 QR0564
 QR0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0564.GEOID18 height accuracy estimate available here.
 QR0564
 QR0564.Click photographs - Photos may exist for this station.
 QR0564
 QR0564;                    North         East    Units  Estimated Accuracy
 QR0564;SPC SD N     -   180,130.      717,750.      MT  (+/- 180 meters Scaled)
 QR0564
 QR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR395324(NAD 83)
 QR0564
 QR0564                          SUPERSEDED SURVEY CONTROL
 QR0564
 QR0564  NGVD 29 (04/17/07)  395.57   (m)         1297.8    (f) RESET       3  
 QR0564
 QR0564.Superseded values are not recommended for survey control.
 QR0564
 QR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0564.See file dsdata.pdf to determine how the superseded data were derived.
 QR0564
 QR0564_MARKER: DR = REFERENCE MARK DISK
 QR0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0564_STAMPING: ABERDEEN NORTH BASE 1934 NO 3 1982
 QR0564_MARK LOGO: NGS
 QR0564_PROJECTION: FLUSH
 QR0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0564+STABILITY: SURFACE MOTION
 QR0564
 QR0564  HISTORY     - Date     Condition        Report By
 QR0564  HISTORY     - 1982     MONUMENTED       NGS
 QR0564  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0564
 QR0564                          STATION DESCRIPTION
 QR0564
 QR0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QR0564'IN ABERDEEN.
 QR0564'1.6 KM (1.0 MI) SOUTH ALONG SOUTH 5TH STREET FROM THE JUNCTION OF
 QR0564'HIGHWAY 12 AND SOUTH 5TH STREET, 26.2 METERS (86.0 FEET) SOUTH OF
 QR0564'THE CENTER OF MELGARD ROAD, 21.3 METERS (69.9 FEET) EAST OF THE
 QR0564'EAST RAIL OF RAILROAD TRACK, AND 3.3 METERS (10.8 FEET) WEST
 QR0564'OF THE WEST EDGE OF AN ASPHALT DRIVE.
 QR0564'THE MARK IS 34.1 FT  E FROM A WITNESS POST.
 QR0564'THE MARK IS 5.0 FT BELOW TRACK.
 QR0564
 QR0564                          STATION RECOVERY (1997)
 QR0564
 QR0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0564'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0582 ***********************************************************************
 QR0582  DESIGNATION -  ABERDEEN SIEBRECHT FLORIST STK
 QR0582  PID         -  QR0582
 QR0582  STATE/COUNTY-  SD/BROWN
 QR0582  COUNTRY     -  US
 QR0582  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0582
 QR0582                         *CURRENT SURVEY CONTROL
 QR0582  ______________________________________________________________________
 QR0582* NAD 83(1996) POSITION- 45 25 55.42715(N) 098 29 47.94447(W)   ADJUSTED
 QR0582  ______________________________________________________________________
 QR0582  GEOID HEIGHT    -        -24.372 (meters)                     GEOID18
 QR0582  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 QR0582  HORZ ORDER      -  THIRD
 QR0582
 QR0582.The horizontal coordinates were established by classical geodetic methods
 QR0582.and adjusted by the National Geodetic Survey in January 1998.
 QR0582
 QR0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0582.GEOID18 height accuracy estimate available here.
 QR0582
 QR0582.Click photographs - Photos may exist for this station.
 QR0582
 QR0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0582
 QR0582. The following values were computed from the NAD 83(1996) position.
 QR0582
 QR0582;                    North         East     Units Scale Factor Converg.
 QR0582;SPC SD N     -   178,750.013   717,628.724   MT  0.99996118   +1 03 50.3
 QR0582;SPC SD N     -   586,449.00  2,354,420.24   sFT  0.99996118   +1 03 50.3
 QR0582;UTM  14      - 5,031,072.168   539,372.286   MT  0.99961906   +0 21 31.0
 QR0582
 QR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3937231072(NAD 83)
 QR0582
 QR0582                          SUPERSEDED SURVEY CONTROL
 QR0582
 QR0582  NAD 83(1986)-  45 25 55.44073(N)    098 29 47.93446(W) AD(       ) 3
 QR0582  NAD 27      -  45 25 55.52300(N)    098 29 46.59800(W) AD(       ) 3
 QR0582
 QR0582.Superseded values are not recommended for survey control.
 QR0582
 QR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0582.See file dsdata.pdf to determine how the superseded data were derived.
 QR0582
 QR0582_MARKER: 63 = STACK
 QR0582
 QR0582  HISTORY     - Date     Condition        Report By
 QR0582  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0582  HISTORY     - 1964     GOOD             CGS
 QR0582
 QR0582                          STATION DESCRIPTION
 QR0582
 QR0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0582'POINT OBSERVED UPON WAS THE CENTER OF STACK OF HEATING PLANT
 QR0582'(SIEBRECHT FLORIST COMPANY), LOCATED ON U.S. HIGHWAY 281,
 QR0582'1 MILE S OF ABERDEEN, BUILT IN 1922, AND IS APPROXIMATELY
 QR0582'80 FEET HIGH.
 QR0582'
 QR0582'STATION WAS OBSERVED FROM DEEN, ABERDEEN, ABERDEEN SOUTH
 QR0582'BASE, ABERDEEN NORTH BASE, AND RICHARD.
 QR0582
 QR0582                          STATION RECOVERY (1964)
 QR0582
 QR0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0582'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0570 ***********************************************************************
 QR0570  DESIGNATION -  ABERDEEN SOUTH BASE
 QR0570  PID         -  QR0570
 QR0570  STATE/COUNTY-  SD/BROWN
 QR0570  COUNTRY     -  US
 QR0570  USGS QUAD   -  WARNER (2017)
 QR0570
 QR0570                         *CURRENT SURVEY CONTROL
 QR0570  ______________________________________________________________________
 QR0570* NAD 83(1996) POSITION- 45 20 10.49075(N) 098 29 42.58681(W)   ADJUSTED
 QR0570* NAVD 88 ORTHO HEIGHT -   396.    (meters)     1299.    (feet) SCALED
 QR0570  ______________________________________________________________________
 QR0570  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 QR0570  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 QR0570  HORZ ORDER      -  FIRST
 QR0570
 QR0570.The horizontal coordinates were established by classical geodetic methods
 QR0570.and adjusted by the National Geodetic Survey in January 1998.
 QR0570
 QR0570.The orthometric height was scaled from a topographic map.
 QR0570
 QR0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0570.GEOID18 height accuracy estimate available here.
 QR0570
 QR0570.Click photographs - Photos may exist for this station.
 QR0570
 QR0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0570
 QR0570. The following values were computed from the NAD 83(1996) position.
 QR0570
 QR0570;                    North         East     Units Scale Factor Converg.
 QR0570;SPC SD N     -   168,105.599   717,943.081   MT  0.99995147   +1 03 54.1
 QR0570;SPC SD N     -   551,526.45  2,355,451.59   sFT  0.99995147   +1 03 54.1
 QR0570;UTM  14      - 5,020,428.277   539,555.462   MT  0.99961924   +0 21 32.6
 QR0570
 QR0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0570!SPC SD N     -   0.99994169  x   0.99995147  =   0.99989316
 QR0570!UTM  14      -   0.99994169  x   0.99961924  =   0.99956095
 QR0570
 QR0570:                Primary Azimuth Mark                     Grid Az
 QR0570:SPC SD N     -  ABERDEEN SOUTH BASE AZ MK                358 54 46.0
 QR0570:UTM  14      -  ABERDEEN SOUTH BASE AZ MK                359 37 07.5
 QR0570
 QR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3955520428(NAD 83)
 QR0570
 QR0570|---------------------------------------------------------------------|
 QR0570| PID    Reference Object                     Distance      Geod. Az  |
 QR0570|                                                           dddmmss.s |
 QR0570| QR0572 ABERDEEN EPIS CHURCH SPIRE          APPROX.13.8 KM 0024045.6 |
 QR0570| QR0573 ABERDEEN BROWN CO CTHSE DOME        APPROX.14.3 KM 0024120.8 |
 QR0570| QR0574 ABERDEEN MUNICIPAL TANK             APPROX.13.0 KM 0033748.8 |
 QR0570| QR0576 ABERDEEN N NORM INDUS SCH STK       APPROX.12.7 KM 0044207.8 |
 QR0570| QR0569 WARNER SCHOOLHOUSE BRICK STACK      APPROX. 1.3 KM 1874124.9 |
 QR0570| QR0596 MANSFIELD PRESB CHURCH SPIRE        APPROX.11.8 KM 2065017.8 |
 QR0570| CO4157 ABERDEEN SOUTH BASE RM 1             43.110 METERS 20951     |
 QR0570| CO4158 ABERDEEN SOUTH BASE RM 2             36.498 METERS 32307     |
 QR0570| CO4156 ABERDEEN SOUTH BASE AZ MK                          3595840.1 |
 QR0570|---------------------------------------------------------------------|
 QR0570
 QR0570                          SUPERSEDED SURVEY CONTROL
 QR0570
 QR0570  NAD 83(1986)-  45 20 10.50500(N)    098 29 42.57827(W) AD(       ) 1
 QR0570  NAD 27      -  45 20 10.58600(N)    098 29 41.24500(W) AD(       ) 1
 QR0570
 QR0570.Superseded values are not recommended for survey control.
 QR0570
 QR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0570.See file dsdata.pdf to determine how the superseded data were derived.
 QR0570
 QR0570_MARKER: DS = TRIANGULATION STATION DISK
 QR0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0570_STAMPING: ABERDEEN S BASE 1934
 QR0570_MARK LOGO: CGS
 QR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0570+STABILITY: SURFACE MOTION
 QR0570
 QR0570  HISTORY     - Date     Condition        Report By
 QR0570  HISTORY     - 1934     MONUMENTED       CGS
 QR0570  HISTORY     - 1934     GOOD             SDGS
 QR0570  HISTORY     - 1964     GOOD             CGS
 QR0570
 QR0570                          STATION DESCRIPTION
 QR0570
 QR0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0570'STATION IS LOCATED IN WARNER TOWNSHIP, SEC. 36, T 122 N,
 QR0570'R 64 W, ON THE W EDGE OF THE SECTION, AND ABOUT 0.45 MILE
 QR0570'N OF ITS S LINE, ABOUT 9.0 MILES S OF ABERDEEN AND 0.75
 QR0570'MILE N OF WARNER.  MARK IS 40 FEET E OF CENTER LINE OF U.S.
 QR0570'HIGHWAY 281, AND 32 FEET W OF W RAIL OF RAILROAD.
 QR0570'
 QR0570'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 QR0570'IN THE TOP OF CONCRETE CYLINDERS.
 QR0570'
 QR0570'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 QR0570'AT THE CENTER OF THE TOP OF BLOCKS OF CONCRETE.
 QR0570'
 QR0570'REFERENCE MARK NO. 1 IS SW OF STATION, 30 FEET W OF CENTER
 QR0570'LINE OF U.S. HIGHWAY 281.
 QR0570'
 QR0570'REFERENCE MARK NO. 2 IS NNW OF STATION, 32 FEET W OF U.S.
 QR0570'HIGHWAY 281 IN N-S FENCE LINE.
 QR0570'
 QR0570'AZIMUTH MARK IS REACHED BY GOING N FROM STATION FOR 0.65
 QR0570'MILE AND IS ON THE E SIDE OF ROAD BETWEEN HIGHWAY AND RAILROAD,
 QR0570'36 FEET W OF CENTER LINE OF RAILROAD, AND 27 FEET E OF CENTER
 QR0570'LINE OF SAID HIGHWAY.
 QR0570'
 QR0570'TO REACH STATION FROM RAILROAD CROSSING IN WARNER, GO N ON
 QR0570'U.S. HIGHWAY 281 FOR 0.75 MILE.  STATION IS ON THE E SIDE OF
 QR0570'ROAD BETWEEN HIGHWAY AND CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0570'PACIFIC RAILROAD, AND ABOUT 375 FEET S OF CULVERT MARKED
 QR0570'P 367.
 QR0570'
 QR0570'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0570
 QR0570                          STATION RECOVERY (1934)
 QR0570
 QR0570'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 QR0570'STATION RECOVERED WITH ALL MARKS IN GOOD CONDITION.  STATION
 QR0570'MARK IS A ROUND MARK PROJECTING ABOUT 6 INCHES, AND IS ABOUT
 QR0570'360 FEET S OF A LARGE WHITE TWO-STORY FARMHOUSE.  IT IS 36.96
 QR0570'FEET W OF THE E RAIL.
 QR0570'
 QR0570'REFERENCE MARK NO. 1 IS A ROUND CONCRETE POST PROJECTING 6
 QR0570'INCHES.  MARK IS 102 FEET W OF THE E RAIL, AND 218.51 FEET
 QR0570'S OF REFERENCE MARK NO. 2.
 QR0570'
 QR0570'REFERENCE MARK NO. 2 IS A ROUND MARK PROJECTING 4 INCHES.
 QR0570'MARK IS ABOUT 180 FEET S OF DRIVEWAY TO LARGE TWO-STORY
 QR0570'WHITE FARM HOUSE, 103 FEET W OF THE E RAIL.
 QR0570'
 QR0570'AZIMUTH MARK IS SQUARE PROJECTING ABOUT 8 INCHES ABOVE THE
 QR0570'GROUND.  MARK IS 46.0 FEET W OF THE E RAIL, AND 39.5 FEET
 QR0570'N OF TELEPHONE POLE.
 QR0570
 QR0570                          STATION RECOVERY (1964)
 QR0570
 QR0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0570'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 QR0570'CONDITION.  AZIMUTH MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8710 ***********************************************************************
 AC8710  SACS        -  This is a Secondary Airport Control Station.
 AC8710  DESIGNATION -  ABR A
 AC8710  PID         -  AC8710
 AC8710  STATE/COUNTY-  SD/BROWN
 AC8710  COUNTRY     -  US
 AC8710  USGS QUAD   -  ABERDEEN EAST (2017)
 AC8710
 AC8710                         *CURRENT SURVEY CONTROL
 AC8710  ______________________________________________________________________
 AC8710* NAD 83(2011) POSITION- 45 26 32.10949(N) 098 24 29.71869(W)   ADJUSTED
 AC8710* NAD 83(2011) ELLIP HT-   370.407 (meters)        (06/27/12)   ADJUSTED
 AC8710* NAD 83(2011) EPOCH   -  2010.00
 AC8710* NAVD 88 ORTHO HEIGHT -   394.916 (meters)     1295.65  (feet) ADJUSTED
 AC8710  ______________________________________________________________________
 AC8710  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 AC8710  NAD 83(2011) X  -   -655,523.712 (meters)                     COMP
 AC8710  NAD 83(2011) Y  - -4,434,776.386 (meters)                     COMP
 AC8710  NAD 83(2011) Z  -  4,522,232.326 (meters)                     COMP
 AC8710  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 AC8710  DYNAMIC HEIGHT  -        394.890 (meters)     1295.57  (feet) COMP
 AC8710  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 AC8710
 AC8710  VERT ORDER      -  FIRST     CLASS II
 AC8710
 AC8710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8710  Standards:
 AC8710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8710  -------------------------------------------------------------------
 AC8710  NETWORK    0.46   0.98           0.21   0.16   0.50      0.04731619
 AC8710  -------------------------------------------------------------------
 AC8710  Click here for local accuracies and other accuracy information.
 AC8710
 AC8710.This mark is at Aberdeen Airport (ABR)
 AC8710
 AC8710.The horizontal coordinates were established by GPS observations
 AC8710.and adjusted by the National Geodetic Survey in June 2012.
 AC8710
 AC8710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8710.been affixed to the stable North American tectonic plate. See 
 AC8710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8710
 AC8710.The horizontal coordinates are valid at the epoch date displayed above
 AC8710.which is a decimal equivalence of Year/Month/Day.
 AC8710
 AC8710.The orthometric height was determined by differential leveling and
 AC8710.adjusted by the NATIONAL GEODETIC SURVEY
 AC8710.in July 1998.
 AC8710
 AC8710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8710.GEOID18 height accuracy estimate available here.
 AC8710
 AC8710.Click photographs - Photos may exist for this station.
 AC8710
 AC8710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8710
 AC8710.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8710
 AC8710.The ellipsoidal height was determined by GPS observations
 AC8710.and is referenced to NAD 83.
 AC8710
 AC8710.The dynamic height is computed by dividing the NAVD 88
 AC8710.geopotential number by the normal gravity value computed on the
 AC8710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8710.degrees latitude (g = 980.6199 gals.).
 AC8710
 AC8710.The modeled gravity was interpolated from observed gravity values.
 AC8710
 AC8710. The following values were computed from the NAD 83(2011) position.
 AC8710
 AC8710;                    North         East     Units Scale Factor Converg.
 AC8710;SPC SD N     -   180,014.434   724,522.095   MT  0.99996238   +1 07 35.5
 AC8710;SPC SD N     -   590,597.36  2,377,036.24   sFT  0.99996238   +1 07 35.5
 AC8710;UTM  14      - 5,032,251.259   546,278.353   MT  0.99962633   +0 25 17.9
 AC8710
 AC8710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8710!SPC SD N     -   0.99994193  x   0.99996238  =   0.99990431
 AC8710!UTM  14      -   0.99994193  x   0.99962633  =   0.99956828
 AC8710
 AC8710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4627832251(NAD 83)
 AC8710
 AC8710                          SUPERSEDED SURVEY CONTROL
 AC8710
 AC8710  NAD 83(2007)-  45 26 32.10950(N)    098 24 29.71948(W) AD(2002.00) 0
 AC8710  ELLIP H (02/10/07)  370.433  (m)                       GP(2002.00)    
 AC8710  NAD 83(1996)-  45 26 32.10910(N)    098 24 29.71882(W) AD(       ) 1
 AC8710  ELLIP H (11/25/98)  370.444  (m)                       GP(       ) 4 1
 AC8710  NAVD 88             394.92   (m)         1295.7    (f) LEVELING    3  
 AC8710
 AC8710.Superseded values are not recommended for survey control.
 AC8710
 AC8710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8710.See file dsdata.pdf to determine how the superseded data were derived.
 AC8710
 AC8710_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8710_STAMPING: ABR A 1995
 AC8710_MARK LOGO: NGS
 AC8710_PROJECTION: FLUSH
 AC8710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8710+STABILITY: SURFACE MOTION
 AC8710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8710+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1998
 AC8710_ROD/PIPE-DEPTH: 1.0 meters
 AC8710
 AC8710  HISTORY     - Date     Condition        Report By
 AC8710  HISTORY     - 1995     MONUMENTED       NGS
 AC8710  HISTORY     - 19970725 GOOD             NGS
 AC8710  HISTORY     - 19981026 GOOD             NGS
 AC8710
 AC8710                          STATION DESCRIPTION
 AC8710
 AC8710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 AC8710'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF BATH, 3.2 MI (5.1
 AC8710'KM) EAST OF ABERDEEN AND AT THE ABERDEEN REGIONAL AIRPORT.
 AC8710'OWNERSHIP--CITY OF ABERDEEN, EAST HIGHWAY 12, ABERDEEN SD 57481. THE
 AC8710'AIRPORT MANAGER IS LEE KOCH, PHONE 605-626-7031 OR 626-7020. TO REACH
 AC8710'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 281 NORTH IN
 AC8710'ABERDEEN, GO EAST ON US HIGHWAY 12 FOR 3.25 MI (5.23 KM) TO A PAVED
 AC8710'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 AC8710'0.15 MI (0.24 KM) TO THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD AND GO
 AC8710'SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO A GATE ON THE RIGHT.  TURN RIGHT,
 AC8710'PASS THROUGH GATE AND GO SOUTHWEST ACROSS THE APRON THEN THE CONNECTOR
 AC8710'TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY INTERSECTION.  TURN LEFT
 AC8710'AND GO SOUTHEAST ON A PARALLEL TAXIWAY FOR 1.15 MI (1.85 KM) TO A
 AC8710'CURVE RIGHT AND THE STATION IN LINE WITH THE HOLD BAR.  THE STATION IS
 AC8710'THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT)
 AC8710'LONG FENO PIPE, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 AC8710'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC8710'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AC8710'FENO PIPE.  LOCATED 252.0 FT (76.8 M) NORTHEAST OF THE EXTENDED RUNWAY
 AC8710'CENTER, 76.5 FT (23.3 M) SOUTHEAST OF THE TAXIWAY CENTER, 53.1 FT
 AC8710'(16.2 M) SOUTH-SOUTHWEST OF A TAXIWAY LIGHT (78), 22.4 FT (6.8 M)
 AC8710'EAST-SOUTHEAST OF A TAXIWAY LIGHT (79) AND 10.1 FT (3.1 M) SOUTHEAST
 AC8710'OF THE EAST CORNER OF A CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN.
 AC8710'THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AC8710
 AC8710                          STATION RECOVERY (1997)
 AC8710
 AC8710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8710'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 AC8710'OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 AC8710'ALONG THE ABERDEEN MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM
 AC8710'(0.25 MI) SOUTHWESTERLY ACROSS A PARKING LOT, AN APRON, AND A TAXIWAY,
 AC8710'THENCE 1.8 M (5.9 FT) SOUTHEASTERLY ALONG A TAXIWAY, 76.8 M (252.0 FT)
 AC8710'NORTHEAST OF THE EXTENDED CENTER OF A RUNWAY, 23.5 M (77.1 FT)
 AC8710'SOUTHEAST OF THE TAXIWAY CENTER, AND 3.1 M (10.2 FT) SOUTHEAST OF THE
 AC8710'EAST CORNER OF THE FOOTING FOR A RUNWAY SIGN. NOTE--ACCESS TO THE
 AC8710'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  TO GAIN ACCESS TO THE
 AC8710'MONUMENT CONTACT THE AIRPORT MANAGER, 4400 EAST HIGHWAY 12, ABERDEEN,
 AC8710'SD 57401, TELEPHONE NUMBER (605) 626-7060.
 AC8710
 AC8710                          STATION RECOVERY (1998)
 AC8710
 AC8710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC8710'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0578 ***********************************************************************
 QR0578  DESIGNATION -  ABR AP STA C
 QR0578  PID         -  QR0578
 QR0578  STATE/COUNTY-  SD/BROWN
 QR0578  COUNTRY     -  US
 QR0578  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0578
 QR0578                         *CURRENT SURVEY CONTROL
 QR0578  ______________________________________________________________________
 QR0578* NAD 83(2011) POSITION- 45 27 24.18420(N) 098 25 46.01842(W)   ADJUSTED
 QR0578* NAD 83(2011) ELLIP HT-   371.127 (meters)        (06/27/12)   ADJUSTED
 QR0578* NAD 83(2011) EPOCH   -  2010.00
 QR0578* NAVD 88 ORTHO HEIGHT -   395.636 (meters)     1298.02  (feet) ADJUSTED
 QR0578  ______________________________________________________________________
 QR0578  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 QR0578  NAD 83(2011) X  -   -656,996.260 (meters)                     COMP
 QR0578  NAD 83(2011) Y  - -4,433,400.730 (meters)                     COMP
 QR0578  NAD 83(2011) Z  -  4,523,360.746 (meters)                     COMP
 QR0578  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC18
 QR0578  DYNAMIC HEIGHT  -        395.609 (meters)     1297.93  (feet) COMP
 QR0578  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 QR0578
 QR0578  VERT ORDER      -  FIRST     CLASS II
 QR0578
 QR0578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QR0578  Standards:
 QR0578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QR0578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QR0578  -------------------------------------------------------------------
 QR0578  NETWORK    0.62   0.84           0.28   0.22   0.43      0.07982897
 QR0578  -------------------------------------------------------------------
 QR0578  Click here for local accuracies and other accuracy information.
 QR0578
 QR0578.This mark is at Aberdeen Airport (ABR)
 QR0578
 QR0578.The horizontal coordinates were established by GPS observations
 QR0578.and adjusted by the National Geodetic Survey in June 2012.
 QR0578
 QR0578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QR0578.been affixed to the stable North American tectonic plate. See 
 QR0578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QR0578
 QR0578.The horizontal coordinates are valid at the epoch date displayed above
 QR0578.which is a decimal equivalence of Year/Month/Day.
 QR0578
 QR0578.The orthometric height was determined by differential leveling and
 QR0578.adjusted by the NATIONAL GEODETIC SURVEY
 QR0578.in July 1998.
 QR0578
 QR0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0578.GEOID18 height accuracy estimate available here.
 QR0578
 QR0578.Click photographs - Photos may exist for this station.
 QR0578
 QR0578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0578
 QR0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0578
 QR0578.The ellipsoidal height was determined by GPS observations
 QR0578.and is referenced to NAD 83.
 QR0578
 QR0578.The dynamic height is computed by dividing the NAVD 88
 QR0578.geopotential number by the normal gravity value computed on the
 QR0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0578.degrees latitude (g = 980.6199 gals.).
 QR0578
 QR0578.The modeled gravity was interpolated from observed gravity values.
 QR0578
 QR0578. The following values were computed from the NAD 83(2011) position.
 QR0578
 QR0578;                    North         East     Units Scale Factor Converg.
 QR0578;SPC SD N     -   181,589.359   722,833.084   MT  0.99996414   +1 06 41.5
 QR0578;SPC SD N     -   595,764.42  2,371,494.88   sFT  0.99996414   +1 06 41.5
 QR0578;UTM  14      - 5,033,846.305   544,609.410   MT  0.99962447   +0 24 23.9
 QR0578
 QR0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0578!SPC SD N     -   0.99994182  x   0.99996414  =   0.99990596
 QR0578!UTM  14      -   0.99994182  x   0.99962447  =   0.99956631
 QR0578
 QR0578:                Primary Azimuth Mark                     Grid Az
 QR0578:SPC SD N     -  ABERDEEN MUN APT STA H                   082 03 59.8
 QR0578:UTM  14      -  ABERDEEN MUN APT STA H                   082 46 17.4
 QR0578
 QR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4460933846(NAD 83)
 QR0578
 QR0578|---------------------------------------------------------------------|
 QR0578| PID    Reference Object                     Distance      Geod. Az  |
 QR0578|                                                           dddmmss.s |
 QR0578| QR0586 ABERDEEN MUN APT STA K              170.933 METERS 07325     |
 QR0578| QR0584 ABERDEEN MUN APT STA H              411.374 METERS 0831041.3 |
 QR0578| QR0580 ABERDEEN MUN AIRPORT BEACON         479.762 METERS 0862628.6 |
 QR0578| QR0579 ABR ARP 2                           APPROX. 0.6 KM 1472310.4 |
 QR0578| QR0581 RNG ABERDEEN RADIO ABR              APPROX. 5.3 KM 1711412.9 |
 QR0578| QR0574 ABERDEEN MUNICIPAL TANK             APPROX. 4.3 KM 2643007.1 |
 QR0578| QR0587 NW END OF NW SE RUNWAY               80.318 METERS 28940     |
 QR0578|---------------------------------------------------------------------|
 QR0578
 QR0578                          SUPERSEDED SURVEY CONTROL
 QR0578
 QR0578  NAD 83(2007)-  45 27 24.18421(N)    098 25 46.01920(W) AD(2002.00) 0
 QR0578  ELLIP H (02/10/07)  371.154  (m)                       GP(2002.00)    
 QR0578  NAD 83(1996)-  45 27 24.18380(N)    098 25 46.01853(W) AD(       ) 2
 QR0578  ELLIP H (11/25/98)  371.163  (m)                       GP(       ) 4 1
 QR0578  NAD 83(1996)-  45 27 24.18434(N)    098 25 46.01877(W) AD(       ) 2
 QR0578  ELLIP H (01/23/98)  371.153  (m)                       GP(       ) 4 1
 QR0578  NAD 83(1986)-  45 27 24.19885(N)    098 25 46.00848(W) AD(       ) 2
 QR0578  NAD 83(1986)-  45 27 24.19744(N)    098 25 46.00013(W) AD(       ) 3
 QR0578  NAD 27      -  45 27 24.27630(N)    098 25 44.66760(W) AD(       ) 3
 QR0578  NAVD 88             395.64   (m)         1298.0    (f) LEVELING    3  
 QR0578  NGVD 29             395.94   (m)         1299.0    (f) LEVELING    3  
 QR0578
 QR0578.Superseded values are not recommended for survey control.
 QR0578
 QR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0578.See file dsdata.pdf to determine how the superseded data were derived.
 QR0578
 QR0578_MARKER: DT = TOPOGRAPHIC STATION DISK
 QR0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0578_STAMPING: AP STA C 1964
 QR0578_MARK LOGO: CGS
 QR0578_PROJECTION: FLUSH
 QR0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0578+STABILITY: SURFACE MOTION
 QR0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0578+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1998
 QR0578
 QR0578  HISTORY     - Date     Condition        Report By
 QR0578  HISTORY     - 1964     MONUMENTED       CGS
 QR0578  HISTORY     - 1964     GOOD             CGS
 QR0578  HISTORY     - 19921015 GOOD
 QR0578  HISTORY     - 19970314 GOOD             NGS
 QR0578  HISTORY     - 19981026 GOOD             NGS
 QR0578
 QR0578                          STATION DESCRIPTION
 QR0578
 QR0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0578'IN THE NW PART OF THE AIRPORT, NEAR THE NW END OF THE NW-SE
 QR0578'RWY.  FROM A POINT ON THE CL OF THE RWY WHICH IS 264.12 FT
 QR0578'SE OF THE NW END (NEW END), THE STATION IS OFFSET AT RIGHT
 QR0578'ANGLE TO AZI OF RWY 125.0 FT NE OF THE CL.  123 FT S OF CL OF
 QR0578'E-W TAXIWAY.  267.15 FT ESE OF INNER THRESHOLD 1T.  A STD TOPO.
 QR0578'STA. DISK STAMPED AP 1964 STA. C SET IN TOP OF CONC. MON.
 QR0578'FLUSH WITH GROUND.
 QR0578
 QR0578                          STATION RECOVERY (1964)
 QR0578
 QR0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QR0578'THE STATION IS LOCATED 1.0 MI (1.61 KM) EAST OF ABERDEEN AT THE
 QR0578'ABERDEEN REGIONAL AIRPORT ABOUT 640.0 FT (195.07 M) NORTHWEST OF
 QR0578'RUNWAY END 13.
 QR0578'TO REACH THE STATION FROM THE AIR CARRIER TERMINAL BUILDING, GO
 QR0578'NORTHWEST ACROSS AIR CARRIER RAMP FOR 0.05 MI (0.08 KM) TO A WESTERLY
 QR0578'CONCRETE ROAD, GO WESTERLY ON THE CONCRETE ROAD TILL ITS END,
 QR0578'CONTINUE WESTERLY THRU THE GRASS FOR 0.2 MI (0.32 KM) TO A GRAVEL
 QR0578'ROAD. GO SOUTHERLY ON THE GRAVEL ROAD FOR 0.1 MI (0.16 KM) TO THE
 QR0578'STATION.
 QR0578'THE STATION IS LOCATED 640.0 FT (195.07 M) NORTHWEST OF RUNWAY END 13,
 QR0578'120.6 FT (36.76 M) EAST IF AN ABANDONED RUNWAY LIGHT BASE AND 77.9 FT
 QR0578'(23.74 M) NORTH OF A CIRCULAR STEEL GRATE IN A DRAIN.
 QR0578
 QR0578                          STATION RECOVERY (1992)
 QR0578
 QR0578'RECOVERED 1992
 QR0578'RECOVERED IN GOOD CONDITION.
 QR0578
 QR0578                          STATION RECOVERY (1997)
 QR0578
 QR0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0578'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 QR0578'OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 QR0578'ALONG THE ABERDEEN MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM
 QR0578'(0.25 MI) SOUTHWESTERLY ACROSS A PARKING LOT, AN APRON, AND ALONG A
 QR0578'TAXIWAY, THENCE 0.25 KM (0.15 MI) NORTHWESTERLY ALONG A RUNWAY, THENCE
 QR0578'0.2 KM (0.10 MI) NORTHWESTERLY ALONG A PAVED ROAD, 38.8 M (127.3 FT)
 QR0578'NORTHWEST OF THE ROAD CENTER, 23.7 M (77.8 FT) NORTH OF THE CENTER OF
 QR0578'A STORM DRAIN, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0
 QR0578'FT) EAST OF A WITNESS POST, NEAR THE SOUTHWEST CORNER OF A 12 BY
 QR0578'12-INCH CONCRETE CABLE MARKER, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 QR0578'FT) BELOW THE GROUND SURFACE. NOTE--TO GAIN ACCESS TO THE MONUMENT
 QR0578'CONTACT THE AIRPORT MANAGER, 4400 EAST HIGHWAY 12, ABERDEEN, SD 57401,
 QR0578'TELEPHONE NUMBER (605) 626-7060.
 QR0578
 QR0578                          STATION RECOVERY (1998)
 QR0578
 QR0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 QR0578'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0579 ***********************************************************************
 QR0579  PACS        -  This is a Primary Airport Control Station.
 QR0579  DESIGNATION -  ABR ARP 2
 QR0579  PID         -  QR0579
 QR0579  STATE/COUNTY-  SD/BROWN
 QR0579  COUNTRY     -  US
 QR0579  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0579
 QR0579                         *CURRENT SURVEY CONTROL
 QR0579  ______________________________________________________________________
 QR0579* NAD 83(2011) POSITION- 45 27 07.14098(N) 098 25 30.52443(W)   ADJUSTED
 QR0579* NAD 83(2011) ELLIP HT-   370.771 (meters)        (06/27/12)   ADJUSTED
 QR0579* NAD 83(2011) EPOCH   -  2010.00
 QR0579* NAVD 88 ORTHO HEIGHT -   395.278 (meters)     1296.84  (feet) ADJUSTED
 QR0579  ______________________________________________________________________
 QR0579  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 QR0579  NAD 83(2011) X  -   -656,718.144 (meters)                     COMP
 QR0579  NAD 83(2011) Y  - -4,433,820.790 (meters)                     COMP
 QR0579  NAD 83(2011) Z  -  4,522,991.378 (meters)                     COMP
 QR0579  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 QR0579  DYNAMIC HEIGHT  -        395.251 (meters)     1296.75  (feet) COMP
 QR0579  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 QR0579
 QR0579  VERT ORDER      -  FIRST     CLASS II
 QR0579
 QR0579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QR0579  Standards:
 QR0579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QR0579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QR0579  -------------------------------------------------------------------
 QR0579  NETWORK    0.37   0.76           0.17   0.13   0.39     -0.00389814
 QR0579  -------------------------------------------------------------------
 QR0579  Click here for local accuracies and other accuracy information.
 QR0579
 QR0579.This mark is at Aberdeen Airport (ABR)
 QR0579
 QR0579.The horizontal coordinates were established by GPS observations
 QR0579.and adjusted by the National Geodetic Survey in June 2012.
 QR0579
 QR0579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QR0579.been affixed to the stable North American tectonic plate. See 
 QR0579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QR0579
 QR0579.The horizontal coordinates are valid at the epoch date displayed above
 QR0579.which is a decimal equivalence of Year/Month/Day.
 QR0579
 QR0579.The orthometric height was determined by differential leveling and
 QR0579.adjusted by the NATIONAL GEODETIC SURVEY
 QR0579.in July 1998.
 QR0579
 QR0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0579.GEOID18 height accuracy estimate available here.
 QR0579
 QR0579.Click photographs - Photos may exist for this station.
 QR0579
 QR0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0579
 QR0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0579
 QR0579.The ellipsoidal height was determined by GPS observations
 QR0579.and is referenced to NAD 83.
 QR0579
 QR0579.The dynamic height is computed by dividing the NAVD 88
 QR0579.geopotential number by the normal gravity value computed on the
 QR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0579.degrees latitude (g = 980.6199 gals.).
 QR0579
 QR0579.The modeled gravity was interpolated from observed gravity values.
 QR0579
 QR0579. The following values were computed from the NAD 83(2011) position.
 QR0579
 QR0579;                    North         East     Units Scale Factor Converg.
 QR0579;SPC SD N     -   181,069.852   723,179.884   MT  0.99996355   +1 06 52.5
 QR0579;SPC SD N     -   594,060.01  2,372,632.67   sFT  0.99996355   +1 06 52.5
 QR0579;UTM  14      - 5,033,322.748   544,949.677   MT  0.99962484   +0 24 34.9
 QR0579
 QR0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0579!SPC SD N     -   0.99994187  x   0.99996355  =   0.99990543
 QR0579!UTM  14      -   0.99994187  x   0.99962484  =   0.99956674
 QR0579
 QR0579:                Primary Azimuth Mark                     Grid Az
 QR0579:SPC SD N     -  ABERDEEN MUN AIRPORT BEACON              013 14 02.8
 QR0579:UTM  14      -  ABERDEEN MUN AIRPORT BEACON              013 56 20.4
 QR0579
 QR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4494933322(NAD 83)
 QR0579
 QR0579|---------------------------------------------------------------------|
 QR0579| PID    Reference Object                     Distance      Geod. Az  |
 QR0579|                                                           dddmmss.s |
 QR0579| QR0584 ABERDEEN MUN APT STA H              APPROX. 0.6 KM 0070713.9 |
 QR0579| QR0580 ABERDEEN MUN AIRPORT BEACON         APPROX. 0.6 KM 0142055.3 |
 QR0579| QR0583 ABERDEEN MUN APT STA E              133.528 METERS 04234     |
 QR0579| QR0578 ABR AP STA C                        APPROX. 0.6 KM 3272321.4 |
 QR0579| QR0064 ABERDEEN MUN APT ARP                155.894 METERS 34226     |
 QR0579|---------------------------------------------------------------------|
 QR0579
 QR0579                          SUPERSEDED SURVEY CONTROL
 QR0579
 QR0579  NAD 83(2007)-  45 27 07.14100(N)    098 25 30.52521(W) AD(2002.00) 0
 QR0579  ELLIP H (02/10/07)  370.798  (m)                       GP(2002.00)    
 QR0579  ELLIP H (04/05/04)  370.825  (m)                       GP(       ) 2 2
 QR0579  ELLIP H (07/24/97)  370.808  (m)                       GP(       ) 1 1
 QR0579  NAD 83(1994)-  45 27 07.14059(N)    098 25 30.52455(W) AD(       ) A
 QR0579  ELLIP H (09/21/95)  370.859  (m)                       GP(       ) 2 1
 QR0579  NAD 83(1992)-  45 27 07.14180(N)    098 25 30.52480(W) AD(       ) A
 QR0579  ELLIP H (11/28/94)  370.844  (m)                       GP(       ) 1 1
 QR0579  NAD 83(1986)-  45 27 07.15609(N)    098 25 30.51477(W) AD(       ) 2
 QR0579  NAD 83(1986)-  45 27 07.15336(N)    098 25 30.50571(W) AD(       ) 3
 QR0579  NAD 27      -  45 27 07.23170(N)    098 25 29.17450(W) AD(       ) 3
 QR0579  NAVD 88             395.28   (m)         1296.8    (f) LEVELING    3  
 QR0579  NAVD 88 (04/18/97)  395.22   (m)  GEOID96  model used  GPS OBS        
 QR0579  NGVD 29             395.58   (m)         1297.8    (f) LEVELING    3  
 QR0579
 QR0579.Superseded values are not recommended for survey control.
 QR0579
 QR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0579.See file dsdata.pdf to determine how the superseded data were derived.
 QR0579
 QR0579_MARKER: DT = TOPOGRAPHIC STATION DISK
 QR0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0579_STAMPING: ARP 2 1964
 QR0579_MARK LOGO: CGS
 QR0579_PROJECTION: FLUSH
 QR0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0579+STABILITY: SURFACE MOTION
 QR0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0579+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2012
 QR0579
 QR0579  HISTORY     - Date     Condition        Report By
 QR0579  HISTORY     - 1964     MONUMENTED       CGS
 QR0579  HISTORY     - 1964     GOOD             CGS
 QR0579  HISTORY     - 19890907 GOOD             NGS
 QR0579  HISTORY     - 19921015 GOOD
 QR0579  HISTORY     - 19931004 GOOD             USFWS
 QR0579  HISTORY     - 19951012 GOOD             NGS
 QR0579  HISTORY     - 19970314 GOOD             NGS
 QR0579  HISTORY     - 19981026 GOOD             NGS
 QR0579  HISTORY     - 19991013 GOOD             NGS
 QR0579  HISTORY     - 20120928 GOOD             INDIV
 QR0579
 QR0579                          STATION DESCRIPTION
 QR0579
 QR0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0579'IN THE APPROX. CENTER OF THE AIRPORT, SSE OF THE INT. OF THE N-S
 QR0579'AND NW-SE RWYS.  564 FT E OF CL OF N-S RWY.  312 FT SW OF
 QR0579'NW-SE RWY.  234 FT SW OF 5TH RWY 1T SE OF INT.  252.5 FT
 QR0579'WSW OF 6TH RWY 1T SE OF INT.  511.93 FT SSE OF ARP, 1957.
 QR0579'4 FT SE OF WITNESS POST PLAQUE ON STEEL POST.  A STD. TOPO.
 QR0579'STA. DISK STAMPED ARP 2 1964 SET IN TOP OF CONC MON PROJ.
 QR0579'0.2 FT.
 QR0579
 QR0579                          STATION RECOVERY (1964)
 QR0579
 QR0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QR0579'THE STATION IS LOCATED 1.0 MI (1.61 KM) EAST OF ABERDEEN AT THE
 QR0579'ABERDEEN REGIONAL AIRPORT BETWEEN RUNWAYS 13-31 AND 17-35.
 QR0579'TO REACH THE STATION FROM THE AIR CARRIER TERMINAL BUILDING, GO
 QR0579'SOUTHEASE ON PARALLEL TAXIWAY FOR 0.5 MI (0.80 KM) TO A CONNECTING
 QR0579'TAXIWAY. TURN RIGHT AND GO SOUTHWEST ON THE CONNECTING TAXIWAY TO THE
 QR0579'JUNCTION OF RUNWAY 13-31. CROSS RUNWAY 13-31 AND GO SOUTHEASTERLY
 QR0579'ALONG RUNWAY 13-31 FOR 0.9 MI (1.45 KM) TO THE STATION.
 QR0579'THE STATION IS LOCATED 564.0 FT (171.91 M) EAST OF THE CENTERLINE OF
 QR0579'RUNWAY 17-35, 312.0 FT (95.10 M) SW OF THE CENTERLINE OF RUNWAY
 QR0579'13-31, 252.5 FT (76.96 M) SW OF THE SIXTH RUNWAY LIGHT SE OF THE
 QR0579'INTERSECTION OF RUNWAYS 13-31 AND 17-35 AND 4.0 FT (1.22 M) SE OF A
 QR0579'WITNESS POST.
 QR0579
 QR0579                          STATION RECOVERY (1989)
 QR0579
 QR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QR0579'IN THE APPROX. CENTER OF THE AIRPORT, SSE OF THE INTERSECTION OF THE
 QR0579'N-S AND NW-SE RWYS, 564 FT.  (171.9 M) E OF THE CENTERLINE OF THE N-S
 QR0579'RWYS, 312 FT.(95.1 M) SW OF NW-SE RWY, 234 FT. (71.3 M) SW OF 5TH RWY
 QR0579'LT. SE OF INT., 252.5 FT.WSW OF THE 6TH RWY LT.  SE OF INT.,4 FT. SE
 QR0579'OF WITNESS POST PLAQUE ON STEEL POST.  A STD. TOPO. STA. DISK STAMPED
 QR0579'ARP 2 1964 SET IN TOP OF CONC. MON. PROJ. O.2 FT.
 QR0579
 QR0579                          STATION RECOVERY (1992)
 QR0579
 QR0579'RECOVERED 1992
 QR0579'RECOVERED IN GOOD CONDITION.
 QR0579
 QR0579                          STATION RECOVERY (1993)
 QR0579
 QR0579'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 1993 (WRO)
 QR0579'STATION IS LOCATED ABOUT 5 KM (3.11 MI) SOUTHEAST OF ABERDEEN AT THE
 QR0579'ABERDEEN MUNICIPAL AIRPORT.  CONTACT THE AIRPORT MANAGER FOR ACCESS.
 QR0579'
 QR0579'TO REACH FROM THE JUNCTION OF US HIGHWAY 12 AND BROWN COUNTY HIGHWAY
 QR0579'12 IN ABERDEEN, GO EAST ON US HIGHWAY 12 FOR 2.4 KM (1.49 MI) TO
 QR0579'AIRPORT ENTRANCE ROAD RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ENTRANCE
 QR0579'ROAD FOR 0.4 KM (0.25 MI) TO AIRPORT OFFICE BUILDING.  AIRPORT MANAGER
 QR0579'WILL LEAD TO STATION.
 QR0579'
 QR0579'STATION MARK IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN THE TOP
 QR0579'OF A ROUND CONCRETE MONUMENT PROJECTING 6 CM.  IT IS 182 M (597.11 FT)
 QR0579'EAST OF THE NORTH-SOUTH RUNWAY CENTER, 100 M (328.08 FT) SOUTHWEST OF
 QR0579'THE NORTHWEST-SOUTHEAST RUNWAY, 165 M (541.34 FT) SOUTH-SOUTHEAST OF
 QR0579'STATION ARP, AND 1.3 M (4.27 FT) SOUTHEAST OF A METAL WITNESS POST.
 QR0579
 QR0579                          STATION RECOVERY (1995)
 QR0579
 QR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 QR0579'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF BATH AND 3.2 MI
 QR0579'(5.1 KM) EAST OF ABERDEEN, AT THE ABERDEEN REGIONAL AIRPORT
 QR0579'SOUTH-SOUTHEAST OF THE JUNCTION OF THE TWO RUNWAYS.  OWNERSHIP--CITY
 QR0579'OF ABERDEEN, EAST HIGHWAY 12, ABERDEEN SD 57481.  THE AIRPORT MANAGER
 QR0579'IS LEE KOCH, PHONE (605) 626-7031 OR 626-7020.  TO REACH THE STATION
 QR0579'FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 281 NORTH IN ABERDEEN, GO
 QR0579'EAST ON U.S. HIGHWAY 12 FOR 3.25 MI (5.23 KM) TO AN AIRPORT ENTRANCE
 QR0579'ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 QR0579'0.15 MI (0.24 KM) TO THE TERMINAL ON THE RIGHT, CONTINUE AHEAD AND GO
 QR0579'SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO A GATE ON THE RIGHT, TURN RIGHT,
 QR0579'PASS THROUGH GATE AND GO SOUTHWEST ACROSS THE APRON THEN THE CONNECTOR
 QR0579'TAXIWAY FOR 0.2 MI (0.3 KM) TO RUNWAY 13/31, CONTINUE AHEAD CROSSING
 QR0579'THE RUNWAY THEN BEAR LEFT ONTO A NORTH/SOUTH PARALLEL TAXIWAY AND GO
 QR0579'SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 QR0579'312.6 FT (95.3 M) SOUTHWEST OF THE RUNWAY CENTER, 166.0 FT (50.6 M)
 QR0579'EAST OF THE TAXIWAY CENTER, 136.0 FT (41.5 M) EAST OF THE CENTER OF A
 QR0579'MANHOLE COVER, 65.0 FT (19.8 M) SOUTH-SOUTHWEST OF THE SOUTHEAST END
 QR0579'OF A HEADWALL OF A CULVERT, 4.6 FT (1.4 M) EAST OF A WITNESS POST, AND
 QR0579'3.8 FT (1.2 M) WEST OF A METAL GUARD POST.  THIS STATION WAS USED AS
 QR0579'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 QR0579
 QR0579                          STATION RECOVERY (1997)
 QR0579
 QR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0579'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 QR0579'OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 QR0579'ALONG THE ABERDEEN MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM
 QR0579'(0.25 MI) SOUTHWESTERLY ACROSS A PARKING LOT, AN APRON, AND ALONG A
 QR0579'TAXIWAY, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TAXIWAY, 182.0 M
 QR0579'(597.1 FT) EAST OF THE CENTER OF A NORTH-SOUTH RUNWAY, 100.0 M (328.1
 QR0579'FT) SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST RUNWAY, 50.4 M
 QR0579'(165.4 FT) EAST OF THE CENTER OF THE TAXIWAY, 1.3 M (4.3 FT) SOUTH OF
 QR0579'A WITNESS POST, 1.0 M (3.3 FT) NORTH OF A METAL GUARD POST, AND THE
 QR0579'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--TO
 QR0579'GAIN ACCESS TO THE MONUMENT CONTACT THE AIRPORT MANAGER, 4400 EAST
 QR0579'HIGHWAY 12, ABERDEEN, SD 57401, TELEPHONE NUMBER (605) 626-7060.  THE
 QR0579'MONUMENT IS A STATE HARN STATION.
 QR0579
 QR0579                          STATION RECOVERY (1998)
 QR0579
 QR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 QR0579'RECOVERED AS DESCRIBED.
 QR0579
 QR0579                          STATION RECOVERY (1999)
 QR0579
 QR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QR0579'5.2 KM (3.25 MI) EASTERLY ALONG U.S.  HIGHWAY 12 FROM THE EAST
 QR0579'JUNCTION OF U.S.  HIGHWAY 281 IN ABERDEEN, THENCE 0.4 KM (0.25 MI)
 QR0579'SOUTHERLY ALONG THE ABERDEEN MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE
 QR0579'0.4 KM (0.25 MI) SOUTHWESTERLY ACROSS A PARKING LOT, AN APRON, AND
 QR0579'ALONG A TAXIWAY, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TAXIWAY,
 QR0579'182.0 M (597.1 FT) EAST OF THE CENTER OF A NORTH-SOUTH RUNWAY, 100.0 M
 QR0579'(328.1 FT) SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST RUNWAY,
 QR0579'50.4 M (165.4 FT) EAST OF THE CENTER OF THE TAXIWAY, 1.3 M (4.3 FT)
 QR0579'SOUTH OF A WITNESS POST, 1.0 M (3.3 FT) NORTH OF A METAL GUARD POST,
 QR0579'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QR0579'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF ABERDEEN,
 QR0579'ABERDEEN MUNICIPAL AIRPORT.  TO GAIN ACCESS TO THE MONUMENT CONTACT
 QR0579'THE AIRPORT MANAGER, 4400 EAST HIGHWAY 12, ABERDEEN, SD 57401,
 QR0579'TELEPHONE NUMBER (605) 626-7020.  THE MONUMENT IS A FEDERAL BASE
 QR0579'NETWORK CONTROL AND A PRIMARY AIRPORT CONTROL STATION.
 QR0579
 QR0579                          STATION RECOVERY (2012)
 QR0579
 QR0579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (BKK)
 QR0579'NO METAL GUARD POST, IT NOW HAS 4 PVC GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8711 ***********************************************************************
 AC8711  SACS        -  This is a Secondary Airport Control Station.
 AC8711  DESIGNATION -  ABR B
 AC8711  PID         -  AC8711
 AC8711  STATE/COUNTY-  SD/BROWN
 AC8711  COUNTRY     -  US
 AC8711  USGS QUAD   -  ABERDEEN EAST (2017)
 AC8711
 AC8711                         *CURRENT SURVEY CONTROL
 AC8711  ______________________________________________________________________
 AC8711* NAD 83(2011) POSITION- 45 26 56.69918(N) 098 25 04.62969(W)   ADJUSTED
 AC8711* NAD 83(2011) ELLIP HT-   371.028 (meters)        (06/27/12)   ADJUSTED
 AC8711* NAD 83(2011) EPOCH   -  2010.00
 AC8711* NAVD 88 ORTHO HEIGHT -   395.521 (meters)     1297.64  (feet) ADJUSTED
 AC8711  ______________________________________________________________________
 AC8711  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 AC8711  NAD 83(2011) X  -   -656,195.171 (meters)                     COMP
 AC8711  NAD 83(2011) Y  - -4,434,130.647 (meters)                     COMP
 AC8711  NAD 83(2011) Z  -  4,522,765.402 (meters)                     COMP
 AC8711  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 AC8711  DYNAMIC HEIGHT  -        395.494 (meters)     1297.55  (feet) COMP
 AC8711  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 AC8711
 AC8711  VERT ORDER      -  FIRST     CLASS II
 AC8711
 AC8711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8711  Standards:
 AC8711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8711  -------------------------------------------------------------------
 AC8711  NETWORK    0.41   0.86           0.19   0.14   0.44      0.03476251
 AC8711  -------------------------------------------------------------------
 AC8711  Click here for local accuracies and other accuracy information.
 AC8711
 AC8711.This mark is at Aberdeen Airport (ABR)
 AC8711
 AC8711.The horizontal coordinates were established by GPS observations
 AC8711.and adjusted by the National Geodetic Survey in June 2012.
 AC8711
 AC8711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8711.been affixed to the stable North American tectonic plate. See 
 AC8711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8711
 AC8711.The horizontal coordinates are valid at the epoch date displayed above
 AC8711.which is a decimal equivalence of Year/Month/Day.
 AC8711
 AC8711.The orthometric height was determined by differential leveling and
 AC8711.adjusted by the NATIONAL GEODETIC SURVEY
 AC8711.in July 1998.
 AC8711
 AC8711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8711.GEOID18 height accuracy estimate available here.
 AC8711
 AC8711.Click photographs - Photos may exist for this station.
 AC8711
 AC8711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8711
 AC8711.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8711
 AC8711.The ellipsoidal height was determined by GPS observations
 AC8711.and is referenced to NAD 83.
 AC8711
 AC8711.The dynamic height is computed by dividing the NAVD 88
 AC8711.geopotential number by the normal gravity value computed on the
 AC8711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8711.degrees latitude (g = 980.6199 gals.).
 AC8711
 AC8711.The modeled gravity was interpolated from observed gravity values.
 AC8711
 AC8711. The following values were computed from the NAD 83(2011) position.
 AC8711
 AC8711;                    North         East     Units Scale Factor Converg.
 AC8711;SPC SD N     -   180,758.531   723,748.723   MT  0.99996320   +1 07 10.8
 AC8711;SPC SD N     -   593,038.61  2,374,498.94   sFT  0.99996320   +1 07 10.8
 AC8711;UTM  14      - 5,033,004.561   545,514.451   MT  0.99962547   +0 24 53.2
 AC8711
 AC8711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8711!SPC SD N     -   0.99994183  x   0.99996320  =   0.99990504
 AC8711!UTM  14      -   0.99994183  x   0.99962547  =   0.99956733
 AC8711
 AC8711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4551433004(NAD 83)
 AC8711
 AC8711                          SUPERSEDED SURVEY CONTROL
 AC8711
 AC8711  NAD 83(2007)-  45 26 56.69919(N)    098 25 04.63048(W) AD(2002.00) 0
 AC8711  ELLIP H (02/10/07)  371.055  (m)                       GP(2002.00)    
 AC8711  NAD 83(1996)-  45 26 56.69878(N)    098 25 04.62982(W) AD(       ) 1
 AC8711  ELLIP H (11/25/98)  371.066  (m)                       GP(       ) 4 1
 AC8711  NAVD 88             395.52   (m)         1297.6    (f) LEVELING    3  
 AC8711
 AC8711.Superseded values are not recommended for survey control.
 AC8711
 AC8711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8711.See file dsdata.pdf to determine how the superseded data were derived.
 AC8711
 AC8711_MARKER: DD = SURVEY DISK
 AC8711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8711_STAMPING: ABR B 1995
 AC8711_MARK LOGO: NGS
 AC8711_PROJECTION: FLUSH
 AC8711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8711+STABILITY: SURFACE MOTION
 AC8711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8711+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1998
 AC8711_ROD/PIPE-DEPTH: 1.0 meters
 AC8711
 AC8711  HISTORY     - Date     Condition        Report By
 AC8711  HISTORY     - 1995     MONUMENTED       NGS
 AC8711  HISTORY     - 19970725 GOOD             NGS
 AC8711  HISTORY     - 19981026 GOOD             NGS
 AC8711
 AC8711                          STATION DESCRIPTION
 AC8711
 AC8711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 AC8711'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF BATH, 3.2 MI (5.1
 AC8711'KM) EAST OF ABERDEEN AND AT THE ABERDEEN REGIONAL AIRPORT.
 AC8711'OWNERSHIP--CITY OF ABERDEEN, EAST HIGHWAY 12, ABERDEEN SD 57481. THE
 AC8711'AIRPORT MANAGER IS LEE KOCH, PHONE 605-626-7031 OR 626-7020. TO REACH
 AC8711'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 281 NORTH IN
 AC8711'ABERDEEN, GO EAST ON U.S. HIGHWAY 12 FOR 3.25 MI (5.23 KM) TO A PAVED
 AC8711'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 AC8711'0.15 MI (0.24 KM) TO THE TERMINAL ON THE RIGHT.  CONTINUE AHEAD AND GO
 AC8711'SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO A GATE ON THE RIGHT. TURN RIGHT,
 AC8711'PASS THROUGH GATE AND GO SOUTHWEST ACROSS THE APRON THEN THE CONNECTOR
 AC8711'TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY INTERSECTION.  TURN LEFT
 AC8711'AND GO SOUTHEAST ON A PARALLEL TAXIWAY FOR 0.45 MI (0.72 KM) TO THE
 AC8711'STATION ON THE RIGHT, JUST BEFORE REACHING A CONNECTOR TAXIWAY.  THE
 AC8711'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AC8711'(3.3 FT) LONG FENO PIPE, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 AC8711'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH
 AC8711'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AC8711'FENO PIPE.  LOCATED 248.0 FT (75.6 M) NORTHEAST OF THE RUNWAY CENTER,
 AC8711'151.1 FT (46.1 M) SOUTHWEST OF PARALLEL TAXIWAY CENTER, 84.0 FT (25.6
 AC8711'M) NORTHWEST OF THE CONNECTOR TAXIWAY CENTER, 41.7 FT (12.7 M)
 AC8711'WEST-SOUTHWEST OF A TAXIWAY LIGHT (126), 26.8 FT (8.2 M)
 AC8711'NORTH-NORTHWEST OF A TAXIWAY LIGHT (125) AND 14.9 FT (4.5 M) NORTHWEST
 AC8711'OF THE NORTH CORNER OF A CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN.
 AC8711'THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AC8711
 AC8711                          STATION RECOVERY (1997)
 AC8711
 AC8711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8711'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 AC8711'OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 AC8711'ALONG THE ABERDEEN MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM
 AC8711'(0.25 MI) SOUTHWESTERLY ACROSS A PARKING LOT, AN APRON, AND A TAXIWAY,
 AC8711'THENCE 0.8 M (2.6 FT) SOUTHEASTERLY ALONG A TAXIWAY, 75.6 M (248.0 FT)
 AC8711'NORTHEAST OF THE CENTER OF A RUNWAY, 46.1 M (151.2 FT) SOUTHWEST OF
 AC8711'THE TAXIWAY CENTER, 25.6 M (84.0 FT) NORTHWEST OF THE CENTER OF A
 AC8711'CONNECTING RUNWAY, 12.7 M (41.7 FT) NORTH OF A TAXIWAY LIGHT, AND 4.5
 AC8711'M (14.8 FT) NORTHWEST OF THE NORTH CORNER OF THE FOOTING FOR A RUNWAY
 AC8711'SIGN.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC8711'TO GAIN ACCESS TO THE MONUMENT CONTACT THE AIRPORT MANAGER, 4400 EAST
 AC8711'HIGHWAY 12, ABERDEEN, SD 57401, TELEPHONE NUMBER (605) 626-7060.
 AC8711
 AC8711                          STATION RECOVERY (1998)
 AC8711
 AC8711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC8711'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH5513 ***********************************************************************
 AH5513  DESIGNATION -  ABR D
 AH5513  PID         -  AH5513
 AH5513  STATE/COUNTY-  SD/BROWN
 AH5513  COUNTRY     -  US
 AH5513  USGS QUAD   -  ABERDEEN EAST (2017)
 AH5513
 AH5513                         *CURRENT SURVEY CONTROL
 AH5513  ______________________________________________________________________
 AH5513* NAD 83(2011) POSITION- 45 26 41.39824(N) 098 25 33.95930(W)   ADJUSTED
 AH5513* NAD 83(2011) ELLIP HT-   370.563 (meters)        (06/27/12)   ADJUSTED
 AH5513* NAD 83(2011) EPOCH   -  2010.00
 AH5513* NAVD 88 ORTHO HEIGHT -   395.1   (meters)     1296.    (feet) GPS OBS
 AH5513  ______________________________________________________________________
 AH5513  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AH5513  GEOID HEIGHT    -        -24.368 (meters)                     GEOID96
 AH5513  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 AH5513  NAD 83(2011) X  -   -656,874.951 (meters)                     COMP
 AH5513  NAD 83(2011) Y  - -4,434,369.975 (meters)                     COMP
 AH5513  NAD 83(2011) Z  -  4,522,433.647 (meters)                     COMP
 AH5513  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 AH5513
 AH5513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5513  Standards:
 AH5513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5513  -------------------------------------------------------------------
 AH5513  NETWORK    0.61   0.84           0.28   0.21   0.43      0.11000576
 AH5513  -------------------------------------------------------------------
 AH5513  Click here for local accuracies and other accuracy information.
 AH5513
 AH5513.The horizontal coordinates were established by GPS observations
 AH5513.and adjusted by the National Geodetic Survey in June 2012.
 AH5513
 AH5513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5513.been affixed to the stable North American tectonic plate. See 
 AH5513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH5513
 AH5513.The horizontal coordinates are valid at the epoch date displayed above
 AH5513.which is a decimal equivalence of Year/Month/Day.
 AH5513
 AH5513.The orthometric height was determined by GPS observations and a
 AH5513.high-resolution geoid model.
 AH5513
 AH5513.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5513.GEOID18 height accuracy estimate available here.
 AH5513
 AH5513.Click photographs - Photos may exist for this station.
 AH5513
 AH5513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5513
 AH5513.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH5513
 AH5513.The ellipsoidal height was determined by GPS observations
 AH5513.and is referenced to NAD 83.
 AH5513
 AH5513. The following values were computed from the NAD 83(2011) position.
 AH5513
 AH5513;                    North         East     Units Scale Factor Converg.
 AH5513;SPC SD N     -   180,273.840   723,120.714   MT  0.99996269   +1 06 50.1
 AH5513;SPC SD N     -   591,448.42  2,372,438.54   sFT  0.99996269   +1 06 50.1
 AH5513;UTM  14      - 5,032,527.794   544,880.741   MT  0.99962476   +0 24 32.2
 AH5513
 AH5513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5513!SPC SD N     -   0.99994191  x   0.99996269  =   0.99990460
 AH5513!UTM  14      -   0.99994191  x   0.99962476  =   0.99956669
 AH5513
 AH5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4488032527(NAD 83)
 AH5513
 AH5513                          SUPERSEDED SURVEY CONTROL
 AH5513
 AH5513  NAD 83(2007)-  45 26 41.39825(N)    098 25 33.96008(W) AD(2002.00) 0
 AH5513  ELLIP H (02/10/07)  370.589  (m)                       GP(2002.00)    
 AH5513  NAD 83(1996)-  45 26 41.39785(N)    098 25 33.95942(W) AD(       ) 3
 AH5513  ELLIP H (11/25/98)  370.600  (m)                       GP(       ) 4 1
 AH5513
 AH5513.Superseded values are not recommended for survey control.
 AH5513
 AH5513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5513.See file dsdata.pdf to determine how the superseded data were derived.
 AH5513
 AH5513_MARKER: DD = SURVEY DISK
 AH5513_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5513_SP_SET: SIGN BASE
 AH5513_STAMPING: ABR D 1998
 AH5513_MARK LOGO: NOS
 AH5513_PROJECTION: FLUSH
 AH5513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5513+STABILITY: SURFACE MOTION
 AH5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5513+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5513
 AH5513  HISTORY     - Date     Condition        Report By
 AH5513  HISTORY     - 1998     MONUMENTED       NGS
 AH5513
 AH5513                          STATION DESCRIPTION
 AH5513
 AH5513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH5513'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 12 AND U.S.  HIGHWAY 281
 AH5513'5.2 KM (3.25 MI) EASTERLY ALONG U.S.  HIGHWAY 12 FROM THE EAST
 AH5513'JUNCTION OF U.S.  HIGHWAY 281 HIGHWAY IN ABERDEEN, THENCE 0.4 KM (0.25
 AH5513'MI) SOUTHERLY ALONG THE ABERDEEN MUNICIPAL AIRPORT ENTRANCE ROAD,
 AH5513'THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY ACROSS A PARKING LOT, APRON, AND
 AH5513'ALONG A TAXIWAY, THENCE 0.97 KM (0.60 MI) SOUTHERLY ALONG A TAXIWAY TO
 AH5513'THE MARK ON THE RIGHT, 34.7 M (113.8 FT) NORTH OF A TAXIWAY LIGHT,
 AH5513'25.5 WEST OF TAXIWAY C, SET IN THE NORTHWEST CORNER OF A 1.4 M (4.6
 AH5513'FT) BY 3.5 M (11.5 FT) CONCRET SIGN BASE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0888 ***********************************************************************
 OR0888  DESIGNATION -  ACADEMY
 OR0888  PID         -  OR0888
 OR0888  STATE/COUNTY-  SD/CHARLES MIX
 OR0888  COUNTRY     -  US
 OR0888  USGS QUAD   -  LUCAS NW (2017)
 OR0888
 OR0888                         *CURRENT SURVEY CONTROL
 OR0888  ______________________________________________________________________
 OR0888* NAD 83(1996) POSITION- 43 25 45.70744(N) 099 08 04.38484(W)   ADJUSTED
 OR0888* NAVD 88 ORTHO HEIGHT -   555.    (meters)     1821.    (feet) SCALED
 OR0888  ______________________________________________________________________
 OR0888  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 OR0888  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 OR0888  HORZ ORDER      -  SECOND
 OR0888
 OR0888.The horizontal coordinates were established by classical geodetic methods
 OR0888.and adjusted by the National Geodetic Survey in January 1998.
 OR0888
 OR0888.The orthometric height was scaled from a topographic map.
 OR0888
 OR0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0888.GEOID18 height accuracy estimate available here.
 OR0888
 OR0888.Click photographs - Photos may exist for this station.
 OR0888
 OR0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0888
 OR0888. The following values were computed from the NAD 83(1996) position.
 OR0888
 OR0888;                    North         East     Units Scale Factor Converg.
 OR0888;SPC SD S     -   122,459.343   697,054.575   MT  0.99991229   +0 49 37.1
 OR0888;SPC SD S     -   401,768.69  2,286,919.88   sFT  0.99991229   +0 49 37.1
 OR0888;UTM  14      - 4,808,505.433   489,109.614   MT  0.99960146   -0 05 33.0
 OR0888
 OR0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0888!SPC SD S     -   0.99991704  x   0.99991229  =   0.99982934
 OR0888!UTM  14      -   0.99991704  x   0.99960146  =   0.99951853
 OR0888
 OR0888:                Primary Azimuth Mark                     Grid Az
 OR0888:SPC SD S     -  ACADEMY AZ MK                            003 00 46.0
 OR0888:UTM  14      -  ACADEMY AZ MK                            003 55 56.1
 OR0888
 OR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8910908505(NAD 83)
 OR0888
 OR0888|---------------------------------------------------------------------|
 OR0888| PID    Reference Object                     Distance      Geod. Az  |
 OR0888|                                                           dddmmss.s |
 OR0888| CO2039 ACADEMY AZ MK                                      0035023.1 |
 OR0888| CO2041 ACADEMY RM 2                         28.207 METERS 11600     |
 OR0888| OR0884 TRINITY LUTH CH STEEPLE             APPROX. 9.8 KM 1305532.7 |
 OR0888| CO2040 ACADEMY RM 1                         13.559 METERS 34707     |
 OR0888|---------------------------------------------------------------------|
 OR0888
 OR0888                          SUPERSEDED SURVEY CONTROL
 OR0888
 OR0888  NAD 83(1995)-  43 25 45.70746(N)    099 08 04.38752(W) AD(       ) 2
 OR0888  NAD 83(1986)-  43 25 45.71005(N)    099 08 04.39389(W) AD(       ) 2
 OR0888  NAD 27      -  43 25 45.71100(N)    099 08 03.06200(W) AD(       ) 2
 OR0888
 OR0888.Superseded values are not recommended for survey control.
 OR0888
 OR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0888.See file dsdata.pdf to determine how the superseded data were derived.
 OR0888
 OR0888_MARKER: DS = TRIANGULATION STATION DISK
 OR0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0888_STAMPING: ACADEMY 1948
 OR0888_MARK LOGO: CGS
 OR0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0888+STABILITY: SURFACE MOTION
 OR0888
 OR0888  HISTORY     - Date     Condition        Report By
 OR0888  HISTORY     - 1948     MONUMENTED       CGS
 OR0888
 OR0888                          STATION DESCRIPTION
 OR0888
 OR0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0888'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF THE
 OR0888'VILLAGE OF ACADEMY, 0.75 MILE NORTHEAST OF THE RIVER AND IN
 OR0888'THE EAST EDGE OF A PASTURE.  IT IS 82 FEET WEST OF A WITNESS
 OR0888'POST WHICH IS IN THE FENCE LINE.  THE MARK PROJECTS 4 INCHES
 OR0888'AND THE DISK IS STAMPED ACADEMY 1948.
 OR0888'
 OR0888'REFERENCE MARK NO. 1 IS 44.48 FEET NORTH OF THE STATION.  THE
 OR0888'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ACADEMY NO 1
 OR0888'1948.
 OR0888'
 OR0888'REFERENCE MARK NO. 2 IS 92.54 FEET SOUTHEAST OF THE STATION AND
 OR0888'1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 OR0888'DISK IS STAMPED ACADEMY NO 2 1948.
 OR0888'
 OR0888'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 OR0888'0.1 MILE SOUTH OF A WINDMILL, 3 FEET SOUTHWEST OF A WITNESS
 OR0888'POST AND 1 FOOT WEST OF A FENCE CORNER.  THE MARK PROJECTS
 OR0888'6 INCHES AND THE DISK IS STAMPED ACADEMY 1948.
 OR0888'
 OR0888'TO REACH FROM THE POST OFFICE IN ACADEMY, GO WEST 2.5 MILES TO
 OR0888'CROSSROADS, TURN LEFT ON LITTLE USED ROAD 0.5 MILE TO GATE,
 OR0888'TURN RIGHT (WEST) ON FIELD ROAD 0.1 MILE TO FORKS, TAKE LEFT
 OR0888'FORK 0.9 MILE TO A WINDMILL ON THE LEFT (AZIMUTH MARK ABOUT
 OR0888'0.1 MILE SOUTH OF MILL), KEEP FIELD ROAD IN SOUTHERLY DIRECTION
 OR0888'0.35 MILE TO A WIRE GATE, PASS THROUGH GATE FOLLOWING WEST EDGE
 OR0888'OF FIELD 0.25 MILE TO A POST WITH A TRIANGLE BLAZE AND THE
 OR0888'STATION.
 OR0888'
 OR0888'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1371 ***********************************************************************
 PU1371  DESIGNATION -  ACME
 PU1371  PID         -  PU1371
 PU1371  STATE/COUNTY-  SD/BUTTE
 PU1371  COUNTRY     -  US
 PU1371  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1371
 PU1371                         *CURRENT SURVEY CONTROL
 PU1371  ______________________________________________________________________
 PU1371* NAD 83(1996) POSITION- 44 45 49.13160(N) 103 05 48.68321(W)   ADJUSTED
 PU1371* NAVD 88 ORTHO HEIGHT -   905.497 (meters)     2970.78  (feet) ADJUSTED
 PU1371  ______________________________________________________________________
 PU1371  GEOID HEIGHT    -        -17.105 (meters)                     GEOID18
 PU1371  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 PU1371  DYNAMIC HEIGHT  -        905.270 (meters)     2970.04  (feet) COMP
 PU1371  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 PU1371
 PU1371  HORZ ORDER      -  THIRD
 PU1371  VERT ORDER      -  SECOND    CLASS 0
 PU1371
 PU1371.The horizontal coordinates were established by classical geodetic methods
 PU1371.and adjusted by the National Geodetic Survey in January 1998.
 PU1371
 PU1371.The orthometric height was determined by differential leveling and
 PU1371.adjusted by the NATIONAL GEODETIC SURVEY
 PU1371.in June 1991.
 PU1371
 PU1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1371.GEOID18 height accuracy estimate available here.
 PU1371
 PU1371.Click photographs - Photos may exist for this station.
 PU1371
 PU1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1371
 PU1371.The dynamic height is computed by dividing the NAVD 88
 PU1371.geopotential number by the normal gravity value computed on the
 PU1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1371.degrees latitude (g = 980.6199 gals.).
 PU1371
 PU1371.The modeled gravity was interpolated from observed gravity values.
 PU1371
 PU1371. The following values were computed from the NAD 83(1996) position.
 PU1371
 PU1371;                    North         East     Units Scale Factor Converg.
 PU1371;SPC SD N     -   108,067.089   354,892.531   MT  0.99995164   -2 11 30.3
 PU1371;SPC SD N     -   354,550.11  1,164,343.25   sFT  0.99995164   -2 11 30.3
 PU1371;UTM  13      - 4,958,456.957   650,612.486   MT  0.99987895   +1 20 25.5
 PU1371
 PU1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1371!SPC SD N     -   0.99986073  x   0.99995164  =   0.99981237
 PU1371!UTM  13      -   0.99986073  x   0.99987895  =   0.99973969
 PU1371
 PU1371:                Primary Azimuth Mark                     Grid Az
 PU1371:SPC SD N     -  R 121                                    226 48 11.1
 PU1371:UTM  13      -  R 121                                    223 16 15.3
 PU1371
 PU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5061258456(NAD 83)
 PU1371
 PU1371|---------------------------------------------------------------------|
 PU1371| PID    Reference Object                     Distance      Geod. Az  |
 PU1371|                                                           dddmmss.s |
 PU1371| PU1373 ACME RM 1                            10.023 METERS 12104     |
 PU1371| PU1232 R 121                                              2243640.8 |
 PU1371| PU1372 ACME RM 2                             8.220 METERS 22506     |
 PU1371|---------------------------------------------------------------------|
 PU1371
 PU1371                          SUPERSEDED SURVEY CONTROL
 PU1371
 PU1371  NAD 83(1993)-  44 45 49.12480(N)    103 05 48.68263(W) AD(       ) 3
 PU1371  NAD 83(1986)-  44 45 49.12218(N)    103 05 48.68001(W) AD(       ) 3
 PU1371  NAD 27      -  44 45 49.16500(N)    103 05 47.04700(W) AD(       ) 3
 PU1371  NGVD 29 (??/??/92)  905.007  (m)         2969.18   (f) ADJ UNCH    2 0
 PU1371  NGVD 29             905.01   (m)         2969.2    (f) LEVELING    3  
 PU1371
 PU1371.Superseded values are not recommended for survey control.
 PU1371
 PU1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1371.See file dsdata.pdf to determine how the superseded data were derived.
 PU1371
 PU1371_MARKER: DS = TRIANGULATION STATION DISK
 PU1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1371_STAMPING: ACME 1951
 PU1371_MARK LOGO: CGS
 PU1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1371+STABILITY: SURFACE MOTION
 PU1371
 PU1371  HISTORY     - Date     Condition        Report By
 PU1371  HISTORY     - 1951     MONUMENTED       CGS
 PU1371  HISTORY     - 1962     GOOD             CGS
 PU1371  HISTORY     - 1963     GOOD             CGS
 PU1371
 PU1371                          STATION DESCRIPTION
 PU1371
 PU1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU1371'STATION IS LOCATED ABOUT 16 MILES EAST AND 3 MILES NORTH OF
 PU1371'NEWELL, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 212.  IT IS 80
 PU1371'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 12 FEET EAST
 PU1371'OF A WITNESS POST.
 PU1371'
 PU1371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PU1371'AND STATE HIGHWAY 79 AT THE NORTH EDGE OF NEWELL.  GO EAST
 PU1371'ON HIGHWAY 212 FOR 16.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PU1371'CONTINUE EAST FOR 0.2 MILE TO A T-ROAD RIGHT AND A SIGN FAIRPOINT.
 PU1371'CONTINUE EAST FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 PU1371'
 PU1371'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1371'CONCRETE CYLINDER THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED
 PU1371'ACME 1951.
 PU1371'
 PU1371'REFERENCE MARK NO. 1 IS 41 FEET SOUTHEAST OF THE WITNESS POST.
 PU1371'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1371'CONCRETE CYLINDER THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED
 PU1371'ACME NO 1 1951.
 PU1371'
 PU1371'REFERENCE MARK NO. 2 IS 16 FEET SOUTHWEST OF THE WITNESS
 PU1371'POST AND 76 FEET SOUTHEAST OF THE HIGHWAY.  THE MARK IS A
 PU1371'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 PU1371'THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED ACME NO 2 1951.
 PU1371'
 PU1371'BENCH MARK R 121 IS 50 FEET SOUTHEAST OF THE CENTER OF THE
 PU1371'HIGHWAY.  THE MARK IS A STANDARD UNITED STATES COAST AND
 PU1371'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 6-INCH
 PU1371'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 PU1371'STAMPED R 121 1934.
 PU1371
 PU1371                          STATION RECOVERY (1962)
 PU1371
 PU1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1371'12.7 MI SW FROM SULPHUR.
 PU1371'12.7 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1371'SULPHUR, 1.25 MILES NORTHEAST OF THE JUNCTION OF A ROAD EAST
 PU1371'TO FAIRPOINT, ON THE TOP OF A SMALL KNOLL, 75 FEET SOUTHEAST OF
 PU1371'THE CENTER LINE OF THE ROAD, 33.1 FEET WEST-NORTHWEST OF R.M. 1,
 PU1371'26.8 FEET NORTHEAST OF R.M. 2, 1.2 FEET NORTHWEST OF A WITNESS
 PU1371'POST, ABOUT 6 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 PU1371'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PU1371
 PU1371                          STATION RECOVERY (1963)
 PU1371
 PU1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1373 ***********************************************************************
 PU1373  DESIGNATION -  ACME RM 1
 PU1373  PID         -  PU1373
 PU1373  STATE/COUNTY-  SD/BUTTE
 PU1373  COUNTRY     -  US
 PU1373  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1373
 PU1373                         *CURRENT SURVEY CONTROL
 PU1373  ______________________________________________________________________
 PU1373* NAD 83(1986) POSITION- 44 45 48.96   (N) 103 05 48.29   (W)   HD_HELD1
 PU1373* NAVD 88 ORTHO HEIGHT -   905.434 (meters)     2970.58  (feet) ADJUSTED
 PU1373  ______________________________________________________________________
 PU1373  GEOID HEIGHT    -        -17.105 (meters)                     GEOID18
 PU1373  DYNAMIC HEIGHT  -        905.208 (meters)     2969.84  (feet) COMP
 PU1373  MODELED GRAVITY -    980,336.7   (mgal)                       NAVD 88
 PU1373
 PU1373  VERT ORDER      -  SECOND    CLASS 0
 PU1373
 PU1373.The horizontal coordinates were determined by differentially corrected
 PU1373.hand held GPS observations or other comparable positioning techniques
 PU1373.and have an estimated accuracy of +/- 3 meters.
 PU1373
 PU1373.The orthometric height was determined by differential leveling and
 PU1373.adjusted by the NATIONAL GEODETIC SURVEY
 PU1373.in June 1991.
 PU1373
 PU1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1373.GEOID18 height accuracy estimate available here.
 PU1373
 PU1373.Click photographs - Photos may exist for this station.
 PU1373
 PU1373.The dynamic height is computed by dividing the NAVD 88
 PU1373.geopotential number by the normal gravity value computed on the
 PU1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1373.degrees latitude (g = 980.6199 gals.).
 PU1373
 PU1373.The modeled gravity was interpolated from observed gravity values.
 PU1373
 PU1373;                    North         East    Units  Estimated Accuracy
 PU1373;SPC SD N     -   108,061.5     354,901.0     MT  (+/- 3 meters HH1 GPS) 
 PU1373
 PU1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5062158451(NAD 83)
 PU1373
 PU1373                          SUPERSEDED SURVEY CONTROL
 PU1373
 PU1373  NGVD 29 (??/??/92)  904.944  (m)         2968.97   (f) ADJ UNCH    2 0
 PU1373
 PU1373.Superseded values are not recommended for survey control.
 PU1373
 PU1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1373.See file dsdata.pdf to determine how the superseded data were derived.
 PU1373
 PU1373_MARKER: DR = REFERENCE MARK DISK
 PU1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1373_STAMPING: ACME NO 1 1951
 PU1373_MARK LOGO: CGS
 PU1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1373+STABILITY: SURFACE MOTION
 PU1373
 PU1373  HISTORY     - Date     Condition        Report By
 PU1373  HISTORY     - 1951     MONUMENTED       CGS
 PU1373  HISTORY     - 1962     GOOD             CGS
 PU1373  HISTORY     - 1963     GOOD             CGS
 PU1373
 PU1373                          STATION DESCRIPTION
 PU1373
 PU1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1373'12.7 MI SW FROM SULPHUR.
 PU1373'12.7 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1373'SULPHUR, ON A KNOLL, 108 FEET SOUTHEAST OF THE CENTER LINE OF
 PU1373'THE ROAD, 33.8 FEET EAST-SOUTHEAST OF THE STATION, 48.2 FEET
 PU1373'EAST OF R.M. 2, ABOUT 7 FEET HIGHER THAN THE ROAD, AND SET IN
 PU1373'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PU1373
 PU1373                          STATION RECOVERY (1963)
 PU1373
 PU1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1372 ***********************************************************************
 PU1372  DESIGNATION -  ACME RM 2
 PU1372  PID         -  PU1372
 PU1372  STATE/COUNTY-  SD/BUTTE
 PU1372  COUNTRY     -  US
 PU1372  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1372
 PU1372                         *CURRENT SURVEY CONTROL
 PU1372  ______________________________________________________________________
 PU1372* NAD 83(1986) POSITION- 44 45 48.94   (N) 103 05 48.95   (W)   HD_HELD1
 PU1372* NAVD 88 ORTHO HEIGHT -   905.296 (meters)     2970.13  (feet) ADJUSTED
 PU1372  ______________________________________________________________________
 PU1372  GEOID HEIGHT    -        -17.105 (meters)                     GEOID18
 PU1372  DYNAMIC HEIGHT  -        905.069 (meters)     2969.38  (feet) COMP
 PU1372  MODELED GRAVITY -    980,336.7   (mgal)                       NAVD 88
 PU1372
 PU1372  VERT ORDER      -  SECOND    CLASS 0
 PU1372
 PU1372.The horizontal coordinates were determined by differentially corrected
 PU1372.hand held GPS observations or other comparable positioning techniques
 PU1372.and have an estimated accuracy of +/- 3 meters.
 PU1372
 PU1372.The orthometric height was determined by differential leveling and
 PU1372.adjusted by the NATIONAL GEODETIC SURVEY
 PU1372.in June 1991.
 PU1372
 PU1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1372.GEOID18 height accuracy estimate available here.
 PU1372
 PU1372.Click photographs - Photos may exist for this station.
 PU1372
 PU1372.The dynamic height is computed by dividing the NAVD 88
 PU1372.geopotential number by the normal gravity value computed on the
 PU1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1372.degrees latitude (g = 980.6199 gals.).
 PU1372
 PU1372.The modeled gravity was interpolated from observed gravity values.
 PU1372
 PU1372;                    North         East    Units  Estimated Accuracy
 PU1372;SPC SD N     -   108,061.4     354,886.4     MT  (+/- 3 meters HH1 GPS) 
 PU1372
 PU1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5060658450(NAD 83)
 PU1372
 PU1372                          SUPERSEDED SURVEY CONTROL
 PU1372
 PU1372  NGVD 29 (??/??/92)  904.806  (m)         2968.52   (f) ADJ UNCH    2 0
 PU1372
 PU1372.Superseded values are not recommended for survey control.
 PU1372
 PU1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1372.See file dsdata.pdf to determine how the superseded data were derived.
 PU1372
 PU1372_MARKER: DR = REFERENCE MARK DISK
 PU1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1372_STAMPING: ACME NO 2 1951
 PU1372_MARK LOGO: CGS
 PU1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1372+STABILITY: SURFACE MOTION
 PU1372
 PU1372  HISTORY     - Date     Condition        Report By
 PU1372  HISTORY     - 1951     MONUMENTED       CGS
 PU1372  HISTORY     - 1962     GOOD             CGS
 PU1372  HISTORY     - 1963     GOOD             CGS
 PU1372
 PU1372                          STATION DESCRIPTION
 PU1372
 PU1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1372'12.7 MI SW FROM SULPHUR.
 PU1372'12.7 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1372'SULPHUR, ON A SMALL KNOLL, 75 FEET SOUTHEAST OF THE CENTER
 PU1372'LINE OF THE ROAD, 26.8 FEET SOUTHWEST OF THE STATION, 48.2
 PU1372'FEET WEST OF R.M. 1, ABOUT 6 1/2 FEET HIGHER THAN THE ROAD, AND
 PU1372'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 PU1372'GROUND.
 PU1372
 PU1372                          STATION RECOVERY (1963)
 PU1372
 PU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0426 ***********************************************************************
 QT0426  DESIGNATION -  ADA
 QT0426  PID         -  QT0426
 QT0426  STATE/COUNTY-  SD/PERKINS
 QT0426  COUNTRY     -  US
 QT0426  USGS QUAD   -  TWO BUTTES (2017)
 QT0426
 QT0426                         *CURRENT SURVEY CONTROL
 QT0426  ______________________________________________________________________
 QT0426* NAD 83(1996) POSITION- 45 17 59.46753(N) 102 25 01.08183(W)   ADJUSTED
 QT0426* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 QT0426  ______________________________________________________________________
 QT0426  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 QT0426  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 QT0426  HORZ ORDER      -  THIRD
 QT0426
 QT0426.The horizontal coordinates were established by classical geodetic methods
 QT0426.and adjusted by the National Geodetic Survey in January 1998.
 QT0426
 QT0426.The orthometric height was scaled from a topographic map.
 QT0426
 QT0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0426.GEOID18 height accuracy estimate available here.
 QT0426
 QT0426.Click photographs - Photos may exist for this station.
 QT0426
 QT0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0426
 QT0426. The following values were computed from the NAD 83(1996) position.
 QT0426
 QT0426;                    North         East     Units Scale Factor Converg.
 QT0426;SPC SD N     -   165,794.213   410,464.313   MT  0.99994851   -1 42 38.1
 QT0426;SPC SD N     -   543,943.18  1,346,665.00   sFT  0.99994851   -1 42 38.1
 QT0426;UTM  13      - 5,019,506.925   702,517.218   MT  1.00010430   +1 50 11.9
 QT0426
 QT0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0426!SPC SD N     -   0.99988336  x   0.99994851  =   0.99983188
 QT0426!UTM  13      -   0.99988336  x   1.00010430  =   0.99998765
 QT0426
 QT0426:                Primary Azimuth Mark                     Grid Az
 QT0426:SPC SD N     -  ADA AZ MK                                269 44 34.8
 QT0426:UTM  13      -  ADA AZ MK                                266 11 44.8
 QT0426
 QT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0251719506(NAD 83)
 QT0426
 QT0426|---------------------------------------------------------------------|
 QT0426| PID    Reference Object                     Distance      Geod. Az  |
 QT0426|                                                           dddmmss.s |
 QT0426| CQ6919 ADA AZ MK                                          2680156.7 |
 QT0426| CQ6920 ADA RM 1                              9.339 METERS 26944     |
 QT0426| CQ6921 ADA RM 2                              8.145 METERS 35654     |
 QT0426|---------------------------------------------------------------------|
 QT0426
 QT0426                          SUPERSEDED SURVEY CONTROL
 QT0426
 QT0426  NAD 83(1993)-  45 17 59.45869(N)    102 25 01.08012(W) AD(       ) 3
 QT0426  NAD 83(1986)-  45 17 59.45843(N)    102 25 01.07980(W) AD(       ) 3
 QT0426  NAD 27      -  45 17 59.51800(N)    102 24 59.52600(W) AD(       ) 3
 QT0426
 QT0426.Superseded values are not recommended for survey control.
 QT0426
 QT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0426.See file dsdata.pdf to determine how the superseded data were derived.
 QT0426
 QT0426_MARKER: DS = TRIANGULATION STATION DISK
 QT0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0426_STAMPING: ADA 1952
 QT0426_MARK LOGO: CGS
 QT0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0426+STABILITY: SURFACE MOTION
 QT0426
 QT0426  HISTORY     - Date     Condition        Report By
 QT0426  HISTORY     - 1952     MONUMENTED       CGS
 QT0426
 QT0426                          STATION DESCRIPTION
 QT0426
 QT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0426'THE STATION IS IN SECTION 33, T 16 N, R 14 E, ON THE RIGHT-OF-WAY
 QT0426'OF A SECTION LINE ROAD, ABOUT 15-1/4 MILES SOUTH AND 2-1/2
 QT0426'MILES EAST OF BISON, 11 MILES NORTH AND 7 MILES EAST OF
 QT0426'BIXBY, 8 MILES SOUTH AND 6-1/2 MILES WEST OF CHANCE, 78 FEET
 QT0426'NORTH OF THE CENTER OF A GRADED DIRT ROAD, 10 FEET WEST-SOUTHWEST
 QT0426'OF A GATE POST, 4 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST
 QT0426'AND 3 FEET SOUTH OF A WIRE FENCE.
 QT0426'
 QT0426'TO REACH THE STATION FROM THE T-INTERSECTION ABOUT 1/2 MILE
 QT0426'NORTH OF BISON, GO EAST ON STATE HIGHWAY 8 FOR 9.0 MILES TO AN
 QT0426'OFF-CENTER CROSS ROAD AND A FARM HOME IN THE NORTHWEST ANGLE,
 QT0426'TURN RIGHT AND GO SOUTH FOR 8.9 MILES TO A SMALL STEEL BRIDGE
 QT0426'JUST SOUTH OF A LARGE WHITE HOUSE AT THE SMALL COMMUNITY OF
 QT0426'CHANCE, CONTINUE SOUTH ON THE MAIN GRAVELED ROAD FOR 11.45
 QT0426'MILES TO A CATTLE GUARD AND THE STATION ON THE RIGHT, CONTINUE
 QT0426'STRAIGHT AHEAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT
 QT0426'AS DESCRIBED.
 QT0426'
 QT0426'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ADA
 QT0426'1952.
 QT0426'
 QT0426'REFERENCE MARK 1 IS 77 FEET NORTH OF THE CENTER OF THE GRADED
 QT0426'ROAD AND 3 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 QT0426'6 INCHES AND THE DISK IS STAMPED ADA NO 1 1952.
 QT0426'
 QT0426'REFERENCE MARK 2 IS 24 FEET NORTHWEST OF A GATE POST.  THE
 QT0426'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ADA NO 2 1952.
 QT0426'
 QT0426'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE GRADED
 QT0426'ROAD AND 2 FEET EAST OF A 4 X 4 INCH WITNESS POST.  THE
 QT0426'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ADA 1952.
 QT0426'
 QT0426'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0974 ***********************************************************************
 PT0974  DESIGNATION -  AGAR
 PT0974  PID         -  PT0974
 PT0974  STATE/COUNTY-  SD/SULLY
 PT0974  COUNTRY     -  US
 PT0974  USGS QUAD   -  AGAR (2017)
 PT0974
 PT0974                         *CURRENT SURVEY CONTROL
 PT0974  ______________________________________________________________________
 PT0974* NAD 83(1996) POSITION- 44 46 48.12683(N) 100 04 09.54068(W)   ADJUSTED
 PT0974* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 PT0974  ______________________________________________________________________
 PT0974  GEOID HEIGHT    -        -22.899 (meters)                     GEOID18
 PT0974  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 PT0974  HORZ ORDER      -  THIRD
 PT0974
 PT0974.The horizontal coordinates were established by classical geodetic methods
 PT0974.and adjusted by the National Geodetic Survey in January 1998.
 PT0974
 PT0974.The orthometric height was scaled from a topographic map.
 PT0974
 PT0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0974.GEOID18 height accuracy estimate available here.
 PT0974
 PT0974.Click photographs - Photos may exist for this station.
 PT0974
 PT0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0974
 PT0974. The following values were computed from the NAD 83(1996) position.
 PT0974
 PT0974;                    North         East     Units Scale Factor Converg.
 PT0974;SPC SD N     -   105,201.774   594,513.988   MT  0.99995025   -0 02 56.6
 PT0974;SPC SD N     -   345,149.49  1,950,501.31   sFT  0.99995025   -0 02 56.6
 PT0974;UTM  14      - 4,959,071.688   415,399.587   MT  0.99968801   -0 45 11.7
 PT0974
 PT0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0974!SPC SD N     -   0.99991323  x   0.99995025  =   0.99986348
 PT0974!UTM  14      -   0.99991323  x   0.99968801  =   0.99960127
 PT0974
 PT0974:                Primary Azimuth Mark                     Grid Az
 PT0974:SPC SD N     -  AGAR AZ MK                               218 31 33.1
 PT0974:UTM  14      -  AGAR AZ MK                               219 13 48.2
 PT0974
 PT0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1539959071(NAD 83)
 PT0974
 PT0974|---------------------------------------------------------------------|
 PT0974| PID    Reference Object                     Distance      Geod. Az  |
 PT0974|                                                           dddmmss.s |
 PT0974| CO4171 AGAR RM 1                            13.779 METERS 08518     |
 PT0974| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX. 8.0 KM 1781203.8 |
 PT0974| PT0978 ONIDA MUNICIPAL TANK                APPROX. 7.9 KM 1784501.5 |
 PT0974| CO4170 AGAR AZ MK                                         2182836.5 |
 PT0974| CO4172 AGAR RM 2                            22.876 METERS 33105     |
 PT0974| PT0970 AGAR MUNICIPAL TANK                 APPROX. 6.6 KM 3563142.0 |
 PT0974|---------------------------------------------------------------------|
 PT0974
 PT0974                          SUPERSEDED SURVEY CONTROL
 PT0974
 PT0974  NAD 83(1986)-  44 46 48.12156(N)    100 04 09.54541(W) AD(       ) 3
 PT0974  NAD 27      -  44 46 48.18100(N)    100 04 08.10300(W) AD(       ) 3
 PT0974
 PT0974.Superseded values are not recommended for survey control.
 PT0974
 PT0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0974.See file dsdata.pdf to determine how the superseded data were derived.
 PT0974
 PT0974_MARKER: DS = TRIANGULATION STATION DISK
 PT0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0974_STAMPING: AGAR 1951
 PT0974_MARK LOGO: CGS
 PT0974_PROJECTION: FLUSH
 PT0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0974+STABILITY: SURFACE MOTION
 PT0974
 PT0974  HISTORY     - Date     Condition        Report By
 PT0974  HISTORY     - 1951     MONUMENTED       CGS
 PT0974  HISTORY     - 1960     GOOD             CGS
 PT0974
 PT0974                          STATION DESCRIPTION
 PT0974
 PT0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PT0974'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ONIDA, 4-1/2
 PT0974'MILES SOUTH OF AGAR ON THE SOUTH SIDE OF A DIRT SECTION LINE
 PT0974'ROAD.  IT IS 36 FEET SOUTH OF THE CENTER OF THE ROAD, 4 FEET
 PT0974'SOUTH OF A FENCE AND 6 FEET SOUTHEAST OF A WITNESS POST.  THE
 PT0974'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 PT0974'IS STAMPED AGAR 1951.
 PT0974'
 PT0974'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF THE ROAD
 PT0974'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 PT0974'AND THE DISK IS STAMPED AGAR NO 1 1951.
 PT0974'
 PT0974'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTER OF THE
 PT0974'ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 PT0974'AND THE DISK IS STAMPED AGAR NO 2 1951.
 PT0974'
 PT0974'THE AZIMUTH MARK IS 88 FEET EAST OF THE CENTERLINE OF U.S.
 PT0974'HIGHWAY 83 AND 2 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 PT0974'PROJECTS 4 INCHES AND THE DISK IS STAMPED AGAR 1951.
 PT0974'
 PT0974'TO REACH THE STATION FROM THE POST OFFICE IN AGAR, GO WEST
 PT0974'FOR 0.3 MILE TO U.S. HIGHWAY 83.  TURN LEFT AND GO SOUTH ON
 PT0974'THE HIGHWAY FOR 4.0 MILES TO A CROSSROAD.  (THE AZIMUTH MARK
 PT0974'IS ON THE LEFT SIDE OF THE HIGHWAY 0.7 MILE SOUTH OF THIS
 PT0974'CROSSROAD.) TURN LEFT AND GO EAST FOR 0.6 MILE ON A DIRT
 PT0974'SECTION LINE ROAD TO THE STATION ON THE RIGHT.
 PT0974'
 PT0974'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0974
 PT0974                          STATION RECOVERY (1960)
 PT0974
 PT0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 PT0974'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT0974'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE STATION MARK
 PT0974'AND R.M. NO. 1 AS THEY WERE IN THE WAY OF ROAD IMPROVEMENT.
 PT0974'A NEW STATION WAS ESTABLISHED 14.075 FEET TO THE SOUTHWEST
 PT0974'AND ON LINE TOWARD THE AZIMUTH MARK.  FOR DETAILS SEE DESCRIPTION
 PT0974'FOR AGAR 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0973 ***********************************************************************
 PT0973  DESIGNATION -  AGAR 2
 PT0973  PID         -  PT0973
 PT0973  STATE/COUNTY-  SD/SULLY
 PT0973  COUNTRY     -  US
 PT0973  USGS QUAD   -  AGAR (2017)
 PT0973
 PT0973                         *CURRENT SURVEY CONTROL
 PT0973  ______________________________________________________________________
 PT0973* NAD 83(1996) POSITION- 44 46 48.01803(N) 100 04 09.66209(W)   NO CHECK
 PT0973* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 PT0973  ______________________________________________________________________
 PT0973  GEOID HEIGHT    -        -22.899 (meters)                     GEOID18
 PT0973  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 PT0973  HORZ ORDER      -  THIRD
 PT0973
 PT0973.The horizontal coordinates were established by classical geodetic methods
 PT0973.and adjusted by the National Geodetic Survey in January 1998.
 PT0973
 PT0973.No horizontal observational check was made to the station.
 PT0973
 PT0973.The orthometric height was scaled from a topographic map.
 PT0973
 PT0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0973.GEOID18 height accuracy estimate available here.
 PT0973
 PT0973.Click photographs - Photos may exist for this station.
 PT0973
 PT0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0973
 PT0973. The following values were computed from the NAD 83(1996) position.
 PT0973
 PT0973;                    North         East     Units Scale Factor Converg.
 PT0973;SPC SD N     -   105,198.418   594,511.316   MT  0.99995026   -0 02 56.7
 PT0973;SPC SD N     -   345,138.48  1,950,492.54   sFT  0.99995026   -0 02 56.7
 PT0973;UTM  14      - 4,959,068.366   415,396.875   MT  0.99968802   -0 45 11.8
 PT0973
 PT0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0973!SPC SD N     -   0.99991323  x   0.99995026  =   0.99986349
 PT0973!UTM  14      -   0.99991323  x   0.99968802  =   0.99960128
 PT0973
 PT0973:                Primary Azimuth Mark                     Grid Az
 PT0973:SPC SD N     -  AGAR AZ MK                               218 31 40.3
 PT0973:UTM  14      -  AGAR AZ MK                               219 13 55.4
 PT0973
 PT0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1539659068(NAD 83)
 PT0973
 PT0973|---------------------------------------------------------------------|
 PT0973| PID    Reference Object                     Distance      Geod. Az  |
 PT0973|                                                           dddmmss.s |
 PT0973| PT0974 AGAR                                  4.290 METERS 03829     |
 PT0973| CO4173 AGAR 2 RM 3                          15.254 METERS 08553     |
 PT0973| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX. 8.0 KM 1781051.8 |
 PT0973| PT0978 ONIDA MUNICIPAL TANK                APPROX. 7.9 KM 1784349.8 |
 PT0973| CO4170 AGAR AZ MK                                         2182843.6 |
 PT0973| CO4174 AGAR 2 RM 4                          24.826 METERS 34017     |
 PT0973| PT0970 AGAR MUNICIPAL TANK                 APPROX. 6.6 KM 3563311.8 |
 PT0973|---------------------------------------------------------------------|
 PT0973
 PT0973                          SUPERSEDED SURVEY CONTROL
 PT0973
 PT0973  NAD 83(1986)-  44 46 48.01269(N)    100 04 09.66690(W) AD(       ) 3
 PT0973  NAD 27      -  44 46 48.07220(N)    100 04 08.22440(W) AD(       ) 3
 PT0973
 PT0973.Superseded values are not recommended for survey control.
 PT0973
 PT0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0973.See file dsdata.pdf to determine how the superseded data were derived.
 PT0973
 PT0973_MARKER: DS = TRIANGULATION STATION DISK
 PT0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0973_STAMPING: AGAR 2 1960
 PT0973_MARK LOGO: CGS
 PT0973_PROJECTION: FLUSH
 PT0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0973+STABILITY: SURFACE MOTION
 PT0973
 PT0973  HISTORY     - Date     Condition        Report By
 PT0973  HISTORY     - 1960     MONUMENTED       CGS
 PT0973  HISTORY     - 1973     GOOD             USAF
 PT0973
 PT0973                          STATION DESCRIPTION
 PT0973
 PT0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 PT0973'THE STATION IS ABOUT 5 MILES NORTH OF ONIDA, 4-1/2 MILES SOUTH
 PT0973'OF AGAR, ON THE SOUTH SIDE OF A SECTION-LINE ROAD, 36 FEET
 PT0973'SOUTH OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTH OF A
 PT0973'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PT0973'STAMPED AGAR 2 1960.
 PT0973'
 PT0973'R.M. NO. 3 IS EAST OF THE STATION, 32 FEET SOUTH OF THE
 PT0973'CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.  THE
 PT0973'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AGAR 2 NO 3 1960.
 PT0973'
 PT0973'R.M. NO. 4 IS NORTH-NORTHWEST OF THE STATION, 34 FEET NORTH
 PT0973'OF THE CENTERLINE OF THE ROAD AND ABOUT UNDER THE FENCE LINE.
 PT0973'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AGAR 2 NO
 PT0973'4 1960.
 PT0973'
 PT0973'THE AZIMUTH MARK IS 0.6 MILE WEST AND 0.75 MILE SOUTH OF THE
 PT0973'STATION, 88 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83
 PT0973'AND 2 FEET NORTHEAST OF A WITNESS POST.  THIS MARK WAS NOT
 PT0973'MOVED OR RESTAMPED SO IT IS STAMPED AGAR 1951.
 PT0973'
 PT0973'TO REACH FROM AGAR, FROM THE POST OFFICE, GO WEST FOR 0.3 MILE
 PT0973'TO U.S. HIGHWAY 83, TURN LEFT AND GO SOUTH ON U.S. 83 FOR 4.0
 PT0973'MILES TO CROSSROADS, (THE AZIMUTH MARK IS 0.75 MILE SOUTH
 PT0973'ON EAST SIDE OF HIGHWAY), TURN LEFT AND GO EAST ON SECTION-LINE
 PT0973'ROAD FOR 0.6 MILE TO STATION ON RIGHT.
 PT0973
 PT0973                          STATION RECOVERY (1973)
 PT0973
 PT0973'RECOVERY NOTE BY US AIR FORCE 1973
 PT0973'STATION, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN GOOD
 PT0973'CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0970 ***********************************************************************
 PT0970  DESIGNATION -  AGAR MUNICIPAL TANK
 PT0970  PID         -  PT0970
 PT0970  STATE/COUNTY-  SD/SULLY
 PT0970  COUNTRY     -  US
 PT0970  USGS QUAD   -  AGAR (2017)
 PT0970
 PT0970                         *CURRENT SURVEY CONTROL
 PT0970  ______________________________________________________________________
 PT0970* NAD 83(1996) POSITION- 44 50 20.62755(N) 100 04 27.65979(W)   ADJUSTED
 PT0970  ______________________________________________________________________
 PT0970  GEOID HEIGHT    -        -22.808 (meters)                     GEOID18
 PT0970  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 PT0970  HORZ ORDER      -  THIRD
 PT0970
 PT0970.The horizontal coordinates were established by classical geodetic methods
 PT0970.and adjusted by the National Geodetic Survey in January 1998.
 PT0970
 PT0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0970.GEOID18 height accuracy estimate available here.
 PT0970
 PT0970.Click photographs - Photos may exist for this station.
 PT0970
 PT0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0970
 PT0970. The following values were computed from the NAD 83(1996) position.
 PT0970
 PT0970;                    North         East     Units Scale Factor Converg.
 PT0970;SPC SD N     -   111,761.448   594,121.673   MT  0.99994593   -0 03 09.4
 PT0970;SPC SD N     -   366,670.68  1,949,214.19   sFT  0.99994593   -0 03 09.4
 PT0970;UTM  14      - 4,965,633.986   415,088.048   MT  0.99968866   -0 45 27.3
 PT0970
 PT0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1508865633(NAD 83)
 PT0970
 PT0970                          SUPERSEDED SURVEY CONTROL
 PT0970
 PT0970  NAD 83(1986)-  44 50 20.62144(N)    100 04 27.66405(W) AD(       ) 3
 PT0970  NAD 27      -  44 50 20.68500(N)    100 04 26.22700(W) AD(       ) 3
 PT0970
 PT0970.Superseded values are not recommended for survey control.
 PT0970
 PT0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0970.See file dsdata.pdf to determine how the superseded data were derived.
 PT0970
 PT0970_MARKER: 53 = ELEVATED TANK
 PT0970
 PT0970  HISTORY     - Date     Condition        Report By
 PT0970  HISTORY     - 1934     FIRST OBSERVED   CGS
 PT0970  HISTORY     - 1935     GOOD             CGS
 PT0970  HISTORY     - 1945     GOOD             CGS
 PT0970
 PT0970                          STATION DESCRIPTION
 PT0970
 PT0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PT0970'THIS STATION IS THE CENTER OF THE AGAR MUNICIPAL WATER TANK.
 PT0970'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND
 PT0970'HAS A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR ANGLE SECTION
 PT0970'STEEL LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.  THE
 PT0970'ENTIRE STRUCTURE IS PAINTED BLACK.  IT IS ABOUT 125 FEET HIGH
 PT0970'AND IS VERY PROMINENT.  THE TANK WAS ERECTED IN 1926.
 PT0970'
 PT0970'THE TANK IS IN THE NORTHERN PART OF AGAR, ABOUT 125 FEET W
 PT0970'OF THE SECOND STREET E OF THE CHICAGO AND NORTHWESTERN RAILROAD
 PT0970'TRACK, AND ABOUT 100 FEET S OF THE FIRST STREET N OF THE
 PT0970'MAIN STREET OF TOWN.
 PT0970'
 PT0970'THE STATION WAS OBSERVED FROM GORMAN AND SUTTON IN 1934 AND
 PT0970'FROM CORA, ELIDA, AND GORMAN IN 1935.
 PT0970
 PT0970                          STATION RECOVERY (1945)
 PT0970
 PT0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT0970'THE WATER TANK IS LOCATED ON THE W SIDE OF THE TOWN OF AGAR,
 PT0970'1 BLOCK N OF MAIN STREET, ABOUT 200 YARDS E OF THE RAILROAD
 PT0970'TRACKS, AND 54 FEET W OF THE POWER PLANT.
 PT0970'
 PT0970'THE TANK IS A FOUR-LEGGED ANGLE IRON STEEL STRUCTURE ABOUT
 PT0970'125 FEET HIGH AND HAS A WATER CAPACITY OF 25,000 GALLONS.  IT
 PT0970'IS PAINTED BLACK AND THE ROOF IS PAINTED SILVER.  ON THE
 PT0970'APEX OF THE ROOF THERE IS A BALL AND A WEATHER VANE, THE BALL
 PT0970'WAS THE POINT OBSERVED.
 PT0970'
 PT0970'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0972 ***********************************************************************
 PT0972  DESIGNATION -  AGAR ST JOHNS EVAN LUTH CHURCH
 PT0972  PID         -  PT0972
 PT0972  STATE/COUNTY-  SD/SULLY
 PT0972  COUNTRY     -  US
 PT0972  USGS QUAD   -  AGAR (2017)
 PT0972
 PT0972                         *CURRENT SURVEY CONTROL
 PT0972  ______________________________________________________________________
 PT0972* NAD 83(1996) POSITION- 44 50 18.54618(N) 100 03 38.46633(W)   ADJUSTED
 PT0972  ______________________________________________________________________
 PT0972  GEOID HEIGHT    -        -22.815 (meters)                     GEOID18
 PT0972  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 PT0972  HORZ ORDER      -  THIRD
 PT0972
 PT0972.The horizontal coordinates were established by classical geodetic methods
 PT0972.and adjusted by the National Geodetic Survey in January 1998.
 PT0972
 PT0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0972.GEOID18 height accuracy estimate available here.
 PT0972
 PT0972.Click photographs - Photos may exist for this station.
 PT0972
 PT0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0972
 PT0972. The following values were computed from the NAD 83(1996) position.
 PT0972
 PT0972;                    North         East     Units Scale Factor Converg.
 PT0972;SPC SD N     -   111,696.301   595,202.008   MT  0.99994597   -0 02 34.6
 PT0972;SPC SD N     -   366,456.95  1,952,758.59   sFT  0.99994597   -0 02 34.6
 PT0972;UTM  14      - 4,965,555.571   416,167.221   MT  0.99968642   -0 44 52.6
 PT0972
 PT0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1616765555(NAD 83)
 PT0972
 PT0972                          SUPERSEDED SURVEY CONTROL
 PT0972
 PT0972  NAD 83(1986)-  44 50 18.54018(N)    100 03 38.47067(W) AD(       ) 3
 PT0972  NAD 27      -  44 50 18.59700(N)    100 03 37.03100(W) AD(       ) 3
 PT0972
 PT0972.Superseded values are not recommended for survey control.
 PT0972
 PT0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0972.See file dsdata.pdf to determine how the superseded data were derived.
 PT0972
 PT0972_MARKER: 91 = CHURCH CROSS
 PT0972
 PT0972  HISTORY     - Date     Condition        Report By
 PT0972  HISTORY     - 1935     FIRST OBSERVED   CGS
 PT0972
 PT0972                          STATION DESCRIPTION
 PT0972
 PT0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PT0972'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF ST.
 PT0972'JOHNS EVANGELICAL LUTHERAN CHURCH WHICH IS 1/2 MILE E OF
 PT0972'AGAR.  THE CHURCH IS A WHITE WOODEN BUILDING WITH A SQUARE
 PT0972'WHITE WOODEN TOWER AT THE S CENTER OVER THE ENTRANCE.  THE
 PT0972'TOWER HAS A TRIANGULAR SHAPED WINDOW AT ABOUT THE CENTER OF
 PT0972'THE S SIDE.  ON TOP OF THE TOWER IS A BELFRY WHICH IS SMALLER
 PT0972'IN CROSS SECTION THAN THE TOWER.  THE SECTION BETWEEN TOWER
 PT0972'AND BELFRY IS A SLOPING SHINGLE ROOF.  THE BELFRY HAS TWO
 PT0972'POINTED TOP LOUVERED WINDOWS ON EACH SIDE.  THE BELFRY IS
 PT0972'SURMOUNTED BY A SQUARE SHINGLE SPIRE WITH AN ORNATE STEEL
 PT0972'CROSS AT THE TIP.  THE BASE OF THE SPIRE IS FLARED OUTWARD.
 PT0972'THE SPIRE IS ABOUT 60 FEET HIGH AND IS VERY PROMINENT.
 PT0972'
 PT0972'THE CHURCH IS 1/2 MILE E OF AGAR, AT THE NE CORNER OF U.S.
 PT0972'HIGHWAY 83 AND AN E-W ROAD WHICH IS A CONTINUATION OF THE
 PT0972'MAIN STREET OF AGAR.
 PT0972'
 PT0972'THERE IS A SIMILAR SPIRE ON ST. MARYS CATHOLIC CHURCH ABOUT
 PT0972'1/2 MILE W OF THIS STATION.
 PT0972'
 PT0972'THIS STATION WAS OBSERVED FROM CORA, ELIDA, AND GORMAN-1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0971 ***********************************************************************
 PT0971  DESIGNATION -  AGAR ST MARYS CATH CH CROSS
 PT0971  PID         -  PT0971
 PT0971  STATE/COUNTY-  SD/SULLY
 PT0971  COUNTRY     -  US
 PT0971  USGS QUAD   -  AGAR (2017)
 PT0971
 PT0971                         *CURRENT SURVEY CONTROL
 PT0971  ______________________________________________________________________
 PT0971* NAD 83(1996) POSITION- 44 50 17.25976(N) 100 04 19.77318(W)   ADJUSTED
 PT0971  ______________________________________________________________________
 PT0971  GEOID HEIGHT    -        -22.811 (meters)                     GEOID18
 PT0971  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 PT0971  HORZ ORDER      -  THIRD
 PT0971
 PT0971.The horizontal coordinates were established by classical geodetic methods
 PT0971.and adjusted by the National Geodetic Survey in January 1998.
 PT0971
 PT0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0971.GEOID18 height accuracy estimate available here.
 PT0971
 PT0971.Click photographs - Photos may exist for this station.
 PT0971
 PT0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0971
 PT0971. The following values were computed from the NAD 83(1996) position.
 PT0971
 PT0971;                    North         East     Units Scale Factor Converg.
 PT0971;SPC SD N     -   111,657.337   594,294.786   MT  0.99994599   -0 03 03.9
 PT0971;SPC SD N     -   366,329.11  1,949,782.14   sFT  0.99994599   -0 03 03.9
 PT0971;UTM  14      - 4,965,527.779   415,259.822   MT  0.99968830   -0 45 21.7
 PT0971
 PT0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1525965527(NAD 83)
 PT0971
 PT0971                          SUPERSEDED SURVEY CONTROL
 PT0971
 PT0971  NAD 83(1986)-  44 50 17.25407(N)    100 04 19.77751(W) AD(       ) 3
 PT0971  NAD 27      -  44 50 17.31300(N)    100 04 18.33700(W) AD(       ) 3
 PT0971
 PT0971.Superseded values are not recommended for survey control.
 PT0971
 PT0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0971.See file dsdata.pdf to determine how the superseded data were derived.
 PT0971
 PT0971_MARKER: 91 = CHURCH CROSS
 PT0971
 PT0971  HISTORY     - Date     Condition        Report By
 PT0971  HISTORY     - 1934     FIRST OBSERVED   CGS
 PT0971  HISTORY     - 1935     GOOD             CGS
 PT0971
 PT0971                          STATION DESCRIPTION
 PT0971
 PT0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PT0971'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF ST. MARYS
 PT0971'CATHOLIC CHURCH IN AGAR.  THE CHURCH IS A WHITE STUCCO BUILDING
 PT0971'WITH A SQUARE WHITE STUCCO TOWER AT THE W CENTER OVER THE
 PT0971'ENTRANCE.  THE UPPER PART OF THE TOWER IS A BELFRY WITH TWO
 PT0971'POINTED TOP LOUVERED WINDOWS ON EACH SIDE.  THE TOWER IS
 PT0971'SURMOUNTED BY AN OCTAGONAL GREEN SHINGLE SPIRE WITH A GOLD CROSS
 PT0971'AT THE TIP.  THE CROSS HAS A BALL ON TOP AND ONE AT EACH
 PT0971'END OF THE CROSS BAR.  THE BASE OF THE SPIRE IS SQUARE AND
 PT0971'HAS A TRIANGULAR DORMER ON EACH SIDE.  THE SPIRE IS ABOUT 75
 PT0971'FEET HIGH AND IS QUITE PROMINENT.
 PT0971'
 PT0971'THE CHURCH IS AT THE SE CORNER OF THE MAIN STREET OF AGAR
 PT0971'AND THE THIRD STREET E OF THE CHICAGO AND NORTHWESTERN RAILROAD
 PT0971'TRACK, AND ABOUT 500 FEET SE OF THE MUNICIPAL WATER TANK.
 PT0971'
 PT0971'THERE IS A SIMILAR SPIRE ON ST. JOHNS EVANGELICAL LUTHERAN
 PT0971'CHURCH ABOUT 1/2 MILE E OF THIS STATION.
 PT0971'
 PT0971'THIS STATION WAS OBSERVED FROM GORMAN AND ONIDA IN 1934 AND
 PT0971'FROM ELIDA IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0443 ***********************************************************************
 QT0443  DESIGNATION -  AGATE
 QT0443  PID         -  QT0443
 QT0443  STATE/COUNTY-  SD/PERKINS
 QT0443  COUNTRY     -  US
 QT0443  USGS QUAD   -  SORUM SE (2017)
 QT0443
 QT0443                         *CURRENT SURVEY CONTROL
 QT0443  ______________________________________________________________________
 QT0443* NAD 83(1996) POSITION- 45 16 12.67050(N) 102 49 40.70767(W)   ADJUSTED
 QT0443* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 QT0443  ______________________________________________________________________
 QT0443  GEOID HEIGHT    -        -17.467 (meters)                     GEOID18
 QT0443  LAPLACE CORR    -         -5.95  (seconds)                    DEFLEC18
 QT0443  HORZ ORDER      -  THIRD
 QT0443
 QT0443.The horizontal coordinates were established by classical geodetic methods
 QT0443.and adjusted by the National Geodetic Survey in January 1998.
 QT0443
 QT0443.The orthometric height was scaled from a topographic map.
 QT0443
 QT0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0443.GEOID18 height accuracy estimate available here.
 QT0443
 QT0443.Click photographs - Photos may exist for this station.
 QT0443
 QT0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0443
 QT0443. The following values were computed from the NAD 83(1996) position.
 QT0443
 QT0443;                    North         East     Units Scale Factor Converg.
 QT0443;SPC SD N     -   163,543.457   378,130.636   MT  0.99994640   -2 00 05.3
 QT0443;SPC SD N     -   536,558.83  1,240,583.59   sFT  0.99994640   -2 00 05.3
 QT0443;UTM  13      - 5,015,260.280   670,382.052   MT  0.99995695   +1 32 36.4
 QT0443
 QT0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0443!SPC SD N     -   0.99985939  x   0.99994640  =   0.99980580
 QT0443!UTM  13      -   0.99985939  x   0.99995695  =   0.99981634
 QT0443
 QT0443:                Primary Azimuth Mark                     Grid Az
 QT0443:SPC SD N     -  AGATE AZ MK                              083 29 04.8
 QT0443:UTM  13      -  AGATE AZ MK                              079 56 23.1
 QT0443
 QT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7038215260(NAD 83)
 QT0443
 QT0443|---------------------------------------------------------------------|
 QT0443| PID    Reference Object                     Distance      Geod. Az  |
 QT0443|                                                           dddmmss.s |
 QT0443| CQ6926 AGATE AZ MK                                        0812859.5 |
 QT0443| CQ6927 AGATE RM 1                           10.882 METERS 15043     |
 QT0443| CQ6928 AGATE RM 2                           11.101 METERS 24046     |
 QT0443|---------------------------------------------------------------------|
 QT0443
 QT0443                          SUPERSEDED SURVEY CONTROL
 QT0443
 QT0443  NAD 83(1993)-  45 16 12.66220(N)    102 49 40.70594(W) AD(       ) 3
 QT0443  NAD 83(1986)-  45 16 12.66061(N)    102 49 40.70485(W) AD(       ) 3
 QT0443  NAD 27      -  45 16 12.70500(N)    102 49 39.11300(W) AD(       ) 3
 QT0443
 QT0443.Superseded values are not recommended for survey control.
 QT0443
 QT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0443.See file dsdata.pdf to determine how the superseded data were derived.
 QT0443
 QT0443_MARKER: DS = TRIANGULATION STATION DISK
 QT0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0443_STAMPING: AGATE 1952
 QT0443_MARK LOGO: CGS
 QT0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0443+STABILITY: SURFACE MOTION
 QT0443
 QT0443  HISTORY     - Date     Condition        Report By
 QT0443  HISTORY     - 1952     MONUMENTED       CGS
 QT0443
 QT0443                          STATION DESCRIPTION
 QT0443
 QT0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0443'THE STATION IS IN SECTION 18, T 15 N, R 11 E, ABOUT 16 MILES
 QT0443'SOUTH AND 1 MILE WEST OF STROOL, 5-1/2 MILES NORTH AND 4-1/2
 QT0443'MILES EAST OF ZEONA, 0.05 MILE SOUTH OF A SECTION LINE ROAD AND
 QT0443'9 FEET SOUTHWEST OF A 4 X 4 WITNESS POST.
 QT0443'
 QT0443'TO REACH THE STATION FROM THE CROSS ROAD JUST SOUTHEAST OF STROOL,
 QT0443'GO SOUTH ON THE MAIN GRADED DIRT ROAD FOR 8.55 MILES TO FORK,
 QT0443'CONTINUE SOUTH ON LEFT FORK FOR 5.0 MILES TO A SIDE ROAD ON
 QT0443'THE RIGHT AND THE SEYMORE SCHOOL ON THE LEFT, CONTINUE SOUTH FOR
 QT0443'3.0 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO WEST FOR
 QT0443'0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 QT0443'CONTINUE WEST FOR 0.25 MILE TO A CATTLE GUARD, PASS THROUGH THE
 QT0443'CATTLE GUARD AND BEAR SOUTHWEST, LEAVING MAIN ROAD, FOR 0.25
 QT0443'MILE TO THE TOP OF THE HILL AND THE STATION.
 QT0443'
 QT0443'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED AGATE
 QT0443'1952.
 QT0443'
 QT0443'REFERENCE MARK 1 IS 39 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QT0443'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AGATE NO 1
 QT0443'1952.
 QT0443'
 QT0443'REFERENCE MARK 2 IS 45 FEET WEST-SOUTHWEST OF A 4 X 4 INCH
 QT0443'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0443'AGATE NO 2 1952.
 QT0443'
 QT0443'THE AZIMUTH MARK IS 51 FEET NORTH OF THE CENTER OF THE GRADED
 QT0443'ROAD AND 4 FEET WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK
 QT0443'PROJECTS 6 INCHES AND THE DISK IS STAMPED AGATE 1952.
 QT0443'
 QT0443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0238 ***********************************************************************
 QS0238  DESIGNATION -  AGENCY
 QS0238  PID         -  QS0238
 QS0238  STATE/COUNTY-  SD/DEWEY
 QS0238  COUNTRY     -  US
 QS0238  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0238
 QS0238                         *CURRENT SURVEY CONTROL
 QS0238  ______________________________________________________________________
 QS0238* NAD 83(1986) POSITION- 45 03 51.51   (N) 100 21 28.97   (W)   HD_HELD1
 QS0238* NAVD 88 ORTHO HEIGHT -   574.049 (meters)     1883.36  (feet) ADJUSTED
 QS0238  ______________________________________________________________________
 QS0238  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 QS0238  DYNAMIC HEIGHT  -        573.965 (meters)     1883.08  (feet) COMP
 QS0238  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 QS0238
 QS0238  VERT ORDER      -  SECOND    CLASS 0
 QS0238
 QS0238.The horizontal coordinates were determined by differentially corrected
 QS0238.hand held GPS observations or other comparable positioning techniques
 QS0238.and have an estimated accuracy of +/- 3 meters.
 QS0238
 QS0238.The orthometric height was determined by differential leveling and
 QS0238.adjusted by the NATIONAL GEODETIC SURVEY
 QS0238.in June 1991.
 QS0238
 QS0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0238.GEOID18 height accuracy estimate available here.
 QS0238
 QS0238.Click photographs - Photos may exist for this station.
 QS0238
 QS0238.The dynamic height is computed by dividing the NAVD 88
 QS0238.geopotential number by the normal gravity value computed on the
 QS0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0238.degrees latitude (g = 980.6199 gals.).
 QS0238
 QS0238.The modeled gravity was interpolated from observed gravity values.
 QS0238
 QS0238;                    North         East    Units  Estimated Accuracy
 QS0238;SPC SD N     -   136,851.3     571,802.5     MT  (+/- 3 meters HH1 GPS) 
 QS0238
 QS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9308490991(NAD 83)
 QS0238
 QS0238                          SUPERSEDED SURVEY CONTROL
 QS0238
 QS0238  NAD 27      -  45 03 51.56400(N)    100 21 27.48800(W) AD(       ) 1
 QS0238  NGVD 29 (??/??/92)  573.660  (m)         1882.08   (f) ADJ UNCH    2 0
 QS0238  NGVD 29             573.66   (m)         1882.1    (f) LEVELING    3  
 QS0238
 QS0238.Superseded values are not recommended for survey control.
 QS0238
 QS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0238.See file dsdata.pdf to determine how the superseded data were derived.
 QS0238
 QS0238_MARKER: DS = TRIANGULATION STATION DISK
 QS0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0238_STAMPING: AGENCY 1934
 QS0238_MARK LOGO: CGS
 QS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0238+STABILITY: SURFACE MOTION
 QS0238
 QS0238  HISTORY     - Date     Condition        Report By
 QS0238  HISTORY     - 1934     MONUMENTED       CGS
 QS0238  HISTORY     - 1934     GOOD             CGS
 QS0238  HISTORY     - 1938     GOOD             CGS
 QS0238  HISTORY     - 1948     GOOD             CGS
 QS0238  HISTORY     - 1965     GOOD             CGS
 QS0238  HISTORY     - 1965     GOOD             CGS
 QS0238
 QS0238                          STATION DESCRIPTION
 QS0238
 QS0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0238'STATION IS ABOUT 4-1/2 MILES NW OF CHEYENNE AGENCY, ON THE
 QS0238'CHEYENNE INDIAN RESERVATION, ON THE FIRST HIGH RIDGE W OF THE
 QS0238'MISSOURI RIVER, ALSO 3/4 MILE N OF A POINT WHERE U.S. HIGHWAY
 QS0238'212, COMING FROM THE RIVER, FIRST REACHES THE TOP OF THE RIDGE,
 QS0238'246.9 FEET NE OF U.S. HIGHWAY 212 RIGHT-OF-WAY FENCE AND PROJECTS
 QS0238'8 INCHES.
 QS0238'
 QS0238'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QS0238'BRONZE DISKS SET IN CONCRETE.
 QS0238'
 QS0238'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 295 FEET ENE OF
 QS0238'U.S. HIGHWAY 212 RIGHT-OF-WAY FENCE AND PROJECTS 6 INCHES.
 QS0238'
 QS0238'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 6 INCHES.
 QS0238'
 QS0238'AZIMUTH MARK IS SSE OF THE STATION, 12.61 FEET NE OF A M.R.C.
 QS0238'PIPE, 249 FEET ENE OF U.S. HIGHWAY 212 RIGHT-OF-WAY FENCE AND
 QS0238'PROJECTS 4 INCHES.
 QS0238'
 QS0238'THE MISSOURI RIVER COMMISSION PIPE IS SSE OF THE STATION,
 QS0238'ON THE FIRST RIDGE SSE OF THE STATION, AND 236.5 FEET ENE OF
 QS0238'U.S. HIGHWAY 212 RIGHT-OF-WAY FENCE.  THIS PIPE IS IRON, 6 INCHES
 QS0238'IN DIAMETER, AND PROJECTS 13 INCHES.
 QS0238'
 QS0238'THE STATION IS REACHED FROM THE BRIDGE STORE AT THE E END OF THE
 QS0238'E APPROACH TO THE FOREST CITY STEEL BRIDGE OVER THE MISSOURI
 QS0238'RIVER, BY GOING W ON U.S. HIGHWAY 212, CROSSING THE BRIDGE, 2.1
 QS0238'MILES TO CHEYENNE AGENCY POST OFFICE, CONTINUE NORTHWESTERLY
 QS0238'ON U.S. HIGHWAY 212 FOR 3.7 MILES TO TOP OF GRADE LEADING UP
 QS0238'FROM THE RIVER BOTTOM (THERE IS AN M.C.R. PIPE 236.5 FEET ENE
 QS0238'OF THIS POINT ON A SMALL, ROUND-TOPPED KNOLL).  CONTINUE
 QS0238'NORTHWESTERLY ON U.S. HIGHWAY 212, FOR 0.65 MILE, LEAVE U.S. HIGHWAY
 QS0238'212, AT A POINT WHERE A PLAIN PRAIRIE ROAD RUNS DUE N,
 QS0238'DRIVE THROUGH WIRE GATE AND TURN SE TO THE HIGHEST GROUND AND
 QS0238'THE STATION, 0.05 MILE.
 QS0238'
 QS0238'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0238
 QS0238                          STATION RECOVERY (1934)
 QS0238
 QS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0238'4.4 MI NW FROM CHEYENNE AGENCY.
 QS0238'4.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0238'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0238'ABOT 100 YARDS NORTHEAST OF THE ROAD AT THE HIGHEST POINT OF
 QS0238'A HILL, ABOUT 0.2 MILE SOUTH OF U.S. HIGHWAY 212, AND 1 FOOT
 QS0238'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 QS0238'TRIANGULATION-STATION DISK, STAMPED AGENCY 1934 AND SET IN THE
 QS0238'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QS0238
 QS0238                          STATION RECOVERY (1938)
 QS0238
 QS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0238'STATION RECOVERED AS DESCRIBED.  IT IS IN THE SE PART OF DEWEY
 QS0238'COUNTY, ON THE CHEYENNE RIVER INDIAN RESERVATION.  IT IS ABOUT
 QS0238'4-1/2 MILES (AIR LINE) NW OF CHEYENNE AGENCY, ABOUT 15-1/2 MILES
 QS0238'(AIR LINE) SE OF LA PLANT, AND ABOUT 5 MILES (AIR LINE) NE
 QS0238'OF FOREST CITY.
 QS0238'
 QS0238'STATION IS REACHED FROM CHEYENNE AGENCY, BY GOING NW ON U.S.
 QS0238'HIGHWAY 212, FOR 3.9 MILES.  THE AZIMUTH MARK IS LOCATED HERE
 QS0238'ON THE TOP OF A PROMINENT HILL 90 YARDS NE OF THE HIGHWAY.
 QS0238'CONTINUE NW ON HIGHWAY 0.6 MILE TO A DIM TRAIL TURNING N THROUGH
 QS0238'A GAP IN FENCE.  GO THROUGH GAP AND BEAR RIGHT 0.1 MILE TO THE
 QS0238'STATION LOCATED 90 YARDS NE OF HIGHWAY.
 QS0238'
 QS0238'MEASUREMENTS TO REFERENCE MARKS CHECKED, OLD ANGLE CHECKED.
 QS0238'(AGENCY, ELIASON, AND ARTICHOKE).
 QS0238
 QS0238                          STATION RECOVERY (1948)
 QS0238
 QS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0238'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT THAT THE
 QS0238'DIRECTION TO REFERENCE MARK NO. 1 IS 1 DEGREE GREATER THAN 1938
 QS0238'AND 1948 DIRECTIONS, AND THE ROUTE OF U.S. HIGHWAY 212 IS
 QS0238'CHANGED IN THE VICINITY.  HIGHWAY 212 IS NO LONGER THE ROAD
 QS0238'REFERRED TO IN THE 1938 DESCRIPTIONS.
 QS0238'
 QS0238'IT IS 4-1/2 MILES NORTHWEST OF CHEYENNE AGENCY, ON THE TOP
 QS0238'OF A ROUND-TOPPED HILL ABOUT 1/4 MILE SOUTHEAST OF A CROSSROADS,
 QS0238'ON THE CHEYENNE RIVER INDIAN RESERVATION.  IT IS 247 FEET
 QS0238'NORTHEAST OF A FENCE.  THE MARK PROJECTS 8 INCHES
 QS0238'AND THE DISK IS STAMPED AGENCY 1934.
 QS0238'
 QS0238'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION
 QS0238'AND 295 FEET EAST-NORTHEAST OF A FENCE.  THE MARK PROJECTS 6
 QS0238'INCHES AND THE DISK IS STAMPED AGENCY NO 1 1934.
 QS0238'
 QS0238'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION
 QS0238'AND 4 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 QS0238'AND THE DISK IS STAMPED AGENCY NO 2 1934.
 QS0238'
 QS0238'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 249
 QS0238'FEET EAST-NORTHEAST OF A FENCE, 13 FEET WEST-SOUTHWEST OF A
 QS0238'WITNESS POST AND 12.61 FEET NORTHEAST OF THE MO.R.C. MARK.
 QS0238'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AGENCY AZIMUTH
 QS0238'1934.
 QS0238'
 QS0238'THE MISSOURI RIVER COMMISSION MARK IS SOUTHEAST OF THE STATION
 QS0238'AND 236 FEET EAST-NORTHEAST OF A FENCE.  IT IS A STANDARD MISSOURI
 QS0238'RIVER COMMISSION IRON MARK FASTENED TO THE TOP OF A 6-INCH IRON
 QS0238'PIPE THAT PROJECTS 6 INCHES.
 QS0238'
 QS0238'TO REACH THE STATION FROM THE POST OFFICE IN CHEYENNE AGENCY,
 QS0238'GO NORTHWEST ON THE MAIN GRAVEL ROAD 3.9 MILES TO THE AZIMUTH
 QS0238'MARK AND THE MO.R.C. MARK ON THE RIGHT, CONTINUE NORTHWEST
 QS0238'0.6 MILE TO A GATE ON THE RIGHT, PASS THROUGH THE GATE, TURN
 QS0238'RIGHT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 QS0238'
 QS0238'HEIGHT OF LIGHT 1 METER.
 QS0238
 QS0238                          STATION RECOVERY (1965)
 QS0238
 QS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QS0238'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 QS0238'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  AGENCY
 QS0238'AZIMUTH MARK 1934 WAS IN THE WAY OF CONSTRUCTION AND THE MARK
 QS0238'HAD TO BE MOVED.
 QS0238'
 QS0238'FOLLOWING IS A NEW TO REACH FOR THE STATION AND A DESCRIPTION
 QS0238'FOR AGENCY AZIMUTH MARK 2.
 QS0238'
 QS0238'TO REACH THE STATION FROM THE NORTHWEST END OF THE BRIDGE OVER
 QS0238'THE MISSOURI RIVER WHICH IS ABOUT 15 MILES WEST OF GETTYSBURG ON
 QS0238'U.S. HIGHWAY 212, GO NORTHWEST ON U.S. HIGHWAY 212 FOR 4.65
 QS0238'MILES TO A CROSSROAD.  TURN SHARP LEFT AND GO SOUTHEAST ON A
 QS0238'GRAVEL ROAD FOR 0.35 MILE TO A WIRE GATE ON THE LEFT.  TURN
 QS0238'LEFT, PASS THROUGH THE GATE AND GO EAST THROUGH PASTURE FOR 0.1
 QS0238'MILE TO THE TOP OF HILL AND THE STATION.  (TO REACH AGENCY
 QS0238'AZIMUTH MARK 2 FROM THE WIRE GATE MENTIONED IN THE ABOVE
 QS0238'DESCRIPTION, GO SOUTHEAST ON THE GRAVEL ROAD FOR 0.7 MILE TO
 QS0238'THE AZIMUTH MARK ON THE RIGHT.)
 QS0238'
 QS0238'AZIMUTH MARK, IS A STANDARD STATION MARK DISK STAMPED AGENCY
 QS0238'AZIMUTH MARK 2 1965, IS SET IN THE TOP OF A ROUND CONCRETE
 QS0238'POST WHICH PROJECTS 3 INCHES.  IT IS 62 FEET SOUTH OF THE CENTER
 QS0238'OF THE GRAVEL ROAD, 18 FEET SOUTH OF THE CENTER OF A CORNER
 QS0238'FENCE POST, AND 3 FEET EAST OF A METAL WITNESS POST.
 QS0238
 QS0238                          STATION RECOVERY (1965)
 QS0238
 QS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 QS0238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0233 ***********************************************************************
 QS0233  DESIGNATION -  AGENCY AZ MK
 QS0233  PID         -  QS0233
 QS0233  STATE/COUNTY-  SD/DEWEY
 QS0233  COUNTRY     -  US
 QS0233  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0233
 QS0233                         *CURRENT SURVEY CONTROL
 QS0233  ______________________________________________________________________
 QS0233* NAD 83(1996) POSITION- 45 03 23.57645(N) 100 21 02.60789(W)   ADJUSTED
 QS0233* NAVD 88 ORTHO HEIGHT -   570.013 (meters)     1870.12  (feet) ADJUSTED
 QS0233  ______________________________________________________________________
 QS0233  GEOID HEIGHT    -        -22.402 (meters)                     GEOID18
 QS0233  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 QS0233  DYNAMIC HEIGHT  -        569.930 (meters)     1869.85  (feet) COMP
 QS0233  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 QS0233
 QS0233  HORZ ORDER      -  SECOND
 QS0233  VERT ORDER      -  SECOND    CLASS 0
 QS0233
 QS0233.The horizontal coordinates were established by classical geodetic methods
 QS0233.and adjusted by the National Geodetic Survey in January 1998.
 QS0233
 QS0233.The orthometric height was determined by differential leveling and
 QS0233.adjusted by the NATIONAL GEODETIC SURVEY
 QS0233.in June 1991.
 QS0233
 QS0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0233.GEOID18 height accuracy estimate available here.
 QS0233
 QS0233.Click photographs - Photos may exist for this station.
 QS0233
 QS0233.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0233
 QS0233.The dynamic height is computed by dividing the NAVD 88
 QS0233.geopotential number by the normal gravity value computed on the
 QS0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0233.degrees latitude (g = 980.6199 gals.).
 QS0233
 QS0233.The modeled gravity was interpolated from observed gravity values.
 QS0233
 QS0233. The following values were computed from the NAD 83(1996) position.
 QS0233
 QS0233;                    North         East     Units Scale Factor Converg.
 QS0233;SPC SD N     -   135,986.532   572,375.473   MT  0.99993912   -0 14 53.6
 QS0233;SPC SD N     -   446,149.15  1,877,868.53   sFT  0.99993912   -0 14 53.6
 QS0233;UTM  14      - 4,990,119.706   393,647.028   MT  0.99973908   -0 57 22.1
 QS0233
 QS0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0233!SPC SD N     -   0.99991415  x   0.99993912  =   0.99985328
 QS0233!UTM  14      -   0.99991415  x   0.99973908  =   0.99965325
 QS0233
 QS0233:                Primary Azimuth Mark                     Grid Az
 QS0233:SPC SD N     -  AGENCY RESET                             326 28 28.9
 QS0233:UTM  14      -  AGENCY RESET                             327 10 57.4
 QS0233
 QS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9364790119(NAD 83)
 QS0233
 QS0233|---------------------------------------------------------------------|
 QS0233| PID    Reference Object                     Distance      Geod. Az  |
 QS0233|                                                           dddmmss.s |
 QS0233| QS0237 AGENCY RM 1                          23.593 METERS 09847     |
 QS0233| QS0236 AGENCY RM 2                          21.835 METERS 19116     |
 QS0233| QS0750 CHARGER                               3.847 METERS 22027     |
 QS0233| QS0234 AGENCY AZ MK 2                      116.572 METERS 25142     |
 QS0233| AE4083 AGENCY RESET                        APPROX. 1.0 KM 3261335.3 |
 QS0233|---------------------------------------------------------------------|
 QS0233
 QS0233                          SUPERSEDED SURVEY CONTROL
 QS0233
 QS0233  NAD 83(1986)-  45 03 23.56953(N)    100 21 02.61022(W) AD(       ) 2
 QS0233  NAD 27      -  45 03 23.62900(N)    100 21 01.12800(W) AD(       ) 2
 QS0233  NGVD 29 (??/??/92)  569.63   (m)         1868.9    (f) COMPUTED    2 0
 QS0233  NGVD 29             569.66   (m)         1869.0    (f) LEVELING    3  
 QS0233
 QS0233.Superseded values are not recommended for survey control.
 QS0233
 QS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0233.See file dsdata.pdf to determine how the superseded data were derived.
 QS0233
 QS0233_MARKER: DZ = AZIMUTH MARK DISK
 QS0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0233_STAMPING: AGENCY AZIMUTH 1934
 QS0233_MARK LOGO: CGS
 QS0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0233+STABILITY: SURFACE MOTION
 QS0233
 QS0233  HISTORY     - Date     Condition        Report By
 QS0233  HISTORY     - 1934     MONUMENTED       CGS
 QS0233  HISTORY     - 1945     GOOD             CGS
 QS0233  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QS0233
 QS0233                          STATION DESCRIPTION
 QS0233
 QS0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0233'STATION IS ABOUT 4 MILES NW OF CHEYENNE AGENCY, ON THE CHEYENNE
 QS0233'INDIAN RESERVATION AT A POINT WHERE U.S. HIGHWAY 212, COMING
 QS0233'FROM THE RIVER, FIRST REACHES THE TOP OF THE RIDGE, 249 FEET
 QS0233'ENE OF U.S. HIGHWAY 212 RIGHT-OF-WAY FENCE, 12.61 FEET NE OF AN
 QS0233'M.R.C. PIPE AND PROJECTS 4 INCHES.
 QS0233'
 QS0233'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QS0233'DISKS SET IN CONCRETE.
 QS0233'
 QS0233'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 84.71 FEET ESE OF
 QS0233'M.R.C. PIPE AND PROJECTS 4 INCHES.
 QS0233'
 QS0233'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 193.5 FEET ENE OF
 QS0233'U.S. HIGHWAY 212 RIGHT-OF-WAY FENCE, 61.0 FEET SSW OF M.R.C.
 QS0233'PIPE AND PROJECTS 4 INCHES.
 QS0233'
 QS0233'THE M.R.C. PIPE IS SW OF THE STATION.  236.5 FEET ENE OF U.S.
 QS0233'HIGHWAY 212 RIGHT-OF-WAY FENCE AND PROJECTS 13 INCHES.
 QS0233'
 QS0233'THE STATION IS REACHED FROM THE BRIDGE STORE AT THE E END OF
 QS0233'THE E APPROACH TO THE FOREST CITY STEEL BRIDGE OVER THE MISSOURI
 QS0233'RIVER, BY GOING W ON U.S. HIGHWAY 212, CROSSING THE BRIDGE, 2.1
 QS0233'MILES TO CHEYENNE AGENCY POST OFFICE.  CONTINUE NORTHWESTERLY
 QS0233'ON U.S. HIGHWAY 212 FOR 3.7 MILES TO TOP OF GRADE LEADING UP FROM
 QS0233'THE RIVER BOTTOM, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 212,
 QS0233'FOR 0.65 MILE.  LEAVE U.S. HIGHWAY 212 AT A POINT WHERE A PLAIN
 QS0233'PRAIRIE ROAD RUNS DUE N, DRIVE THROUGH WIRE GATE AND TURN BACK
 QS0233'ALONG THE E SIDE OF FENCE AND FOLLOW FENCE FOR 0.65 MILE TO
 QS0233'TOP OF LOW RIDGE, LEAVE FENCE, TURN E, AND GO 0.05 MILE TO TOP
 QS0233'OF KNOLL AND THE STATION.
 QS0233'
 QS0233'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0233
 QS0233                          STATION RECOVERY (1945)
 QS0233
 QS0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0233'3.8 MI NW FROM CHEYENNE AGENCY.
 QS0233'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTHWEST
 QS0233'3.8 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS
 QS0233'ON TOP OF A SMALL ROUND KNOLL ABOUT 270.0 FEET EAST-NORTHEAST
 QS0233'OF THE CENTER LINE OF THE ROAD, 12.0 FEET EAST OF A MO.R.C. PIPE
 QS0233'AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED
 QS0233'AGENCY AZIMUTH 1934 SET IN THE TOP OF A CONCRETE POST WHICH
 QS0233'PROJECTS 6 INCHES ABOVE GROUND.
 QS0233
 QS0233                          STATION RECOVERY (1965)
 QS0233
 QS0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QS0233'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 QS0233'AND THE MISSOURI RIVER COMMISSION MARK WERE IN THE WAY OF
 QS0233'CONSTRUCTION.  THE BUREAU OF INDIAN AFFAIRS ARE CONSTRUCTING
 QS0233'A SCHOOL AT THE STATION SITE SO ALL MARKS HAD TO BE MOVED.  ALL
 QS0233'MARK WERE DESTROYED.
 QS0233'
 QS0233'AGENCY AZIMUTH MARK 2 WAS ESTABLISHED, FOR ADDITIONAL INFORMATION
 QS0233'SEE THE DESCRIPTION FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0234 ***********************************************************************
 QS0234  DESIGNATION -  AGENCY AZ MK 2
 QS0234  PID         -  QS0234
 QS0234  STATE/COUNTY-  SD/DEWEY
 QS0234  COUNTRY     -  US
 QS0234  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0234
 QS0234                         *CURRENT SURVEY CONTROL
 QS0234  ______________________________________________________________________
 QS0234* NAD 83(1996) POSITION- 45 03 22.39028(N) 100 21 07.66592(W)   NO CHECK
 QS0234* NAVD 88 ORTHO HEIGHT -   566.03  (meters)     1857.1   (feet) RESET
 QS0234  ______________________________________________________________________
 QS0234  GEOID HEIGHT    -        -22.402 (meters)                     GEOID18
 QS0234  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 QS0234  HORZ ORDER      -  THIRD
 QS0234  VERT ORDER      -  THIRD
 QS0234
 QS0234.The horizontal coordinates were established by classical geodetic methods
 QS0234.and adjusted by the National Geodetic Survey in January 1998.
 QS0234
 QS0234.No horizontal observational check was made to the station.
 QS0234
 QS0234.The orthometric height was computed from unverified reset data.
 QS0234
 QS0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0234.GEOID18 height accuracy estimate available here.
 QS0234
 QS0234.Click photographs - Photos may exist for this station.
 QS0234
 QS0234.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0234
 QS0234. The following values were computed from the NAD 83(1996) position.
 QS0234
 QS0234;                    North         East     Units Scale Factor Converg.
 QS0234;SPC SD N     -   135,950.398   572,264.650   MT  0.99993912   -0 14 57.2
 QS0234;SPC SD N     -   446,030.60  1,877,504.94   sFT  0.99993912   -0 14 57.2
 QS0234;UTM  14      - 4,990,084.950   393,535.790   MT  0.99973937   -0 57 25.7
 QS0234
 QS0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0234!SPC SD N     -   0.99991477  x   0.99993912  =   0.99985390
 QS0234!UTM  14      -   0.99991477  x   0.99973937  =   0.99965417
 QS0234
 QS0234:                Primary Azimuth Mark                     Grid Az
 QS0234:SPC SD N     -  AGENCY RESET                             332 50 41.5
 QS0234:UTM  14      -  AGENCY RESET                             333 33 10.0
 QS0234
 QS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9353590084(NAD 83)
 QS0234
 QS0234|---------------------------------------------------------------------|
 QS0234| PID    Reference Object                     Distance      Geod. Az  |
 QS0234|                                                           dddmmss.s |
 QS0234| QS0233 AGENCY AZ MK                        116.572 METERS 07142     |
 QS0234| AE3122 AGENCY AZ MK 2 RM 3                  12.569 METERS 20247     |
 QS0234| QS0235 AGENCY AZ MK 2 RM 4                  19.922 METERS 32504     |
 QS0234| AE4083 AGENCY RESET                        APPROX. 1.0 KM 3323544.3 |
 QS0234|---------------------------------------------------------------------|
 QS0234
 QS0234                          SUPERSEDED SURVEY CONTROL
 QS0234
 QS0234  NAD 83(1986)-  45 03 22.38349(N)    100 21 07.66756(W) AD(       ) 3
 QS0234  NAD 27      -  45 03 22.44300(N)    100 21 06.18600(W) AD(       ) 3
 QS0234  NGVD 29             565.64   (m)         1855.8    (f) LEVELING    3  
 QS0234
 QS0234.Superseded values are not recommended for survey control.
 QS0234
 QS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0234.See file dsdata.pdf to determine how the superseded data were derived.
 QS0234
 QS0234_MARKER: DZ = AZIMUTH MARK DISK
 QS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0234_STAMPING: AGENCY AZIMUTH MARK 2 1965
 QS0234_MARK LOGO: CGS
 QS0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0234+STABILITY: SURFACE MOTION
 QS0234
 QS0234  HISTORY     - Date     Condition        Report By
 QS0234  HISTORY     - 1965     MONUMENTED       CGS
 QS0234  HISTORY     - 1965     GOOD             CGS
 QS0234  HISTORY     - 19820414 GOOD             NGS
 QS0234  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0234
 QS0234                          STATION DESCRIPTION
 QS0234
 QS0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QS0234'THE STATION IS LOCATED ABOUT 15 MILES WEST OF GETTYSBURG, 4
 QS0234'MILES WEST OF THE NEW BRIDGE OVER THE MISSOURI RIVER, ON THE
 QS0234'CHEYENNE INDIAN RESERVTION, AND ABOUT 380 FEET SOUTH-SOUTHWEST
 QS0234'OF A NEW TRAINING SCHOOL WHICH IS BEING CONSTRUCTED BY THE BUREAU
 QS0234'OF INDIAN AFFAIRS.
 QS0234'
 QS0234'TO REACH THE STATION FROM THE NORTHWEST END OF THE BRIDGE OVER
 QS0234'THE MISSOURI RIVER WHICH IS ABOUT 15 MILES WEST OF GETTYSBURG
 QS0234'ON U.S. HIGHWAY 212, GO NORTHWEST ON U.S. HIGHWAY 212 FOR 4.65
 QS0234'MILES TO A CROSSROAD.  TURN SHARP LEFT AND GO SOUTHEAST ON A
 QS0234'GRAVEL ROAD FOR 0.35 MILE TO A WIRE GATE ON THE LEFT (PASS
 QS0234'THROUGH THE WIRE GATE AND GO EAST THROUGH PASTURE FOR 0.1 MILE
 QS0234'TO TRIANGULATION STATION AGENCY 1934 WHICH WAS USED FOR THE
 QS0234'AZIMUTH MARK FOR STATION AGENCY AZIMUTH MARK 2.).  CONTINUE
 QS0234'SOUTHEAST ON THE GRAVEL ROAD FOR 0.7 MILE TO THE STATION ON THE
 QS0234'RIGHT.
 QS0234'
 QS0234'STATION MARKS ARE STANDARD DISKS STAMPED AGENCY AZIMUTH MARK
 QS0234'2 1965.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH
 QS0234'PROJECTS 3 INCHES.  IT IS 62 FEET SOUTH OF THE CENTER OF THE
 QS0234'GRAVEL ROAD, 18 FEET SOUTH OF A CORNER FENCE POST, AND 3 FEET
 QS0234'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 QS0234'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 QS0234'GROUND.
 QS0234'
 QS0234'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AGENCY AZIMUTH
 QS0234'2 NO 3 1965, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 QS0234'PROJECTS 3 INCHES.  IT IS 100 FEET SOUTH OF THE CENTER OF THE
 QS0234'GRAVEL ROAD AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION
 QS0234'MARK.
 QS0234'
 QS0234'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AGENCY AZIMUTH
 QS0234'2 NO 4 1965, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 QS0234'PROJECTS 5 INCHES.  IT IS 62 FEET SOUTH OF THE CENTER OF THE
 QS0234'GRAVEL ROAD AND 14 FEET SOUTH OF A FENCE.
 QS0234'
 QS0234'TRIANGULATION STATION AGENCY 1934 WAS USED FOR THE AZIMUTH MARK.
 QS0234'IT IS A STANDARD DISK STAMPED AGENCY 1934, SET IN THE TOP OF
 QS0234'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 QS0234
 QS0234                          STATION RECOVERY (1965)
 QS0234
 QS0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 QS0234'15 MI W FROM GETTSBURG.
 QS0234'LOCATED ABOUT 15 MILES WEST OF GETTYSBURG, 4 MILES WEST OF THE NEW
 QS0234'BRIDGE OVER THE MISSOURI RIVER, ON THE CHEYENNE INDIAN RESERVATION,
 QS0234'380 FEET SOUTH-SOUTHWEST OF A NEW TRAINING SCHOOL WHICH IS BEING
 QS0234'CONSTRUCTED BY THE BUREAU OF INDIAN AFFAIRS, 62 FEET SOUTH OF
 QS0234'THE CENTER OF A GRAVELED ROAD, 18 FEET SOUTH OF A CORNER FENCE
 QS0234'POST, 3 FEET EAST OF A METAL WITNESS POST, AND IS SET IN THE TOP
 QS0234'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  TO REACH THE
 QS0234'MARK FROM THE NORTHWEST END OF THE BRIDGE OVER THE MISSOURI RIVER
 QS0234'WHICH IS ABOUT 15 MILES WEST OF GETTYSBURG ON U.S. HIGHWAY 212,
 QS0234'GO NORTHWEST ON U.S. HIGHWAY 212 FOR 4.65 MILES TO A CROSSROAD.
 QS0234'TURN SHARP LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 1.05
 QS0234'MILES TO THE MARK ON THE RIGHT.
 QS0234
 QS0234                          STATION RECOVERY (1982)
 QS0234
 QS0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QS0234'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1965 DESCRIPTIVE TEXT.
 QS0234
 QS0234                          STATION RECOVERY (1996)
 QS0234
 QS0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0234'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0235 ***********************************************************************
 QS0235  DESIGNATION -  AGENCY AZ MK 2 RM 4
 QS0235  PID         -  QS0235
 QS0235  STATE/COUNTY-  SD/DEWEY
 QS0235  COUNTRY     -  US
 QS0235  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0235
 QS0235                         *CURRENT SURVEY CONTROL
 QS0235  ______________________________________________________________________
 QS0235* NAD 83(1986) POSITION- 45 03 22.92   (N) 100 21 08.19   (W)   HD_HELD1
 QS0235* NAVD 88 ORTHO HEIGHT -   566.40  (meters)     1858.3   (feet) RESET
 QS0235  ______________________________________________________________________
 QS0235  GEOID HEIGHT    -        -22.402 (meters)                     GEOID18
 QS0235  VERT ORDER      -  THIRD
 QS0235
 QS0235.The horizontal coordinates were determined by differentially corrected
 QS0235.hand held GPS observations or other comparable positioning techniques
 QS0235.and have an estimated accuracy of +/- 3 meters.
 QS0235
 QS0235.The orthometric height was computed from unverified reset data.
 QS0235
 QS0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0235.GEOID18 height accuracy estimate available here.
 QS0235
 QS0235.Click photographs - Photos may exist for this station.
 QS0235
 QS0235;                    North         East    Units  Estimated Accuracy
 QS0235;SPC SD N     -   135,966.8     572,253.3     MT  (+/- 3 meters HH1 GPS) 
 QS0235
 QS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9352490101(NAD 83)
 QS0235
 QS0235                          SUPERSEDED SURVEY CONTROL
 QS0235
 QS0235.No superseded survey control is available for this station.
 QS0235
 QS0235_MARKER: DZ = AZIMUTH MARK DISK
 QS0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0235_STAMPING: AGENCY AZIMUTH MARK 2 NO 4 1965
 QS0235_MARK LOGO: CGS
 QS0235_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0235+STABILITY: SURFACE MOTION
 QS0235
 QS0235  HISTORY     - Date     Condition        Report By
 QS0235  HISTORY     - 1965     MONUMENTED       CGS
 QS0235
 QS0235                          STATION DESCRIPTION
 QS0235
 QS0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QS0235'15 MI W FROM GETTYSBURG.
 QS0235'LOCATED ABOUT 15 MILES WEST OF GETTYSBURG, 4 MILES WEST OF THE
 QS0235'NEW BRIDGE OVER THE MISSOURI RIVER, 4 MILES WEST OF THE NEW
 QS0235'BRIDGE OVER THE MISSOURI RIVER, ON THE CHEYENNE INDIAN RESERVATION,
 QS0235'450 FEET SOUTH-SOUTHWEST OF A NEW TRAINING SCHOOL WHICH IS BEING
 QS0235'CONSTRUCTED BY THE BUREAU OF INDIAN AFFAIRS, 62 FEET SOUTH OF
 QS0235'THE CENTER OF A GRAVELED ROAD, 14 FEET SOUTH OF A FENCE, AND
 QS0235'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 QS0235'INCHES.  TO REACH THE MARK FROM THE NORTHWEST END OF THE BRIDGE
 QS0235'OVER THE MISSOURI RIVER WHICH IS ABOUT 15 MILES WEST OF GETTYSBURG
 QS0235'ON U.S. HIGHWAY 212, GO NORTHWEST ON U.S. HIGHWAY 212 FOR 4.65
 QS0235'MILES TO A CROSSROAD.  TURN SHARP LEFT AND GO SOUTHEAST ON A
 QS0235'GRAVELED ROAD FOR 1.05 MILES TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4083 ***********************************************************************
 AE4083  DESIGNATION -  AGENCY RESET
 AE4083  PID         -  AE4083
 AE4083  STATE/COUNTY-  SD/DEWEY
 AE4083  COUNTRY     -  US
 AE4083  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4083
 AE4083                         *CURRENT SURVEY CONTROL
 AE4083  ______________________________________________________________________
 AE4083* NAD 83(1996) POSITION- 45 03 51.51088(N) 100 21 28.96977(W)   ADJUSTED
 AE4083* NAVD 88 ORTHO HEIGHT -   573.891 (meters)     1882.84  (feet) ADJUSTED
 AE4083  ______________________________________________________________________
 AE4083  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 AE4083  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 AE4083  DYNAMIC HEIGHT  -        573.807 (meters)     1882.57  (feet) COMP
 AE4083  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 AE4083
 AE4083  HORZ ORDER      -  FIRST
 AE4083  VERT ORDER      -  FIRST     CLASS II
 AE4083
 AE4083.The horizontal coordinates were established by classical geodetic methods
 AE4083.and adjusted by the National Geodetic Survey in January 1998.
 AE4083
 AE4083.The orthometric height was determined by differential leveling and
 AE4083.adjusted by the NATIONAL GEODETIC SURVEY
 AE4083.in July 1998.
 AE4083
 AE4083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4083.GEOID18 height accuracy estimate available here.
 AE4083
 AE4083.Click photographs - Photos may exist for this station.
 AE4083
 AE4083.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE4083
 AE4083.The dynamic height is computed by dividing the NAVD 88
 AE4083.geopotential number by the normal gravity value computed on the
 AE4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4083.degrees latitude (g = 980.6199 gals.).
 AE4083
 AE4083.The modeled gravity was interpolated from observed gravity values.
 AE4083
 AE4083. The following values were computed from the NAD 83(1996) position.
 AE4083
 AE4083;                    North         East     Units Scale Factor Converg.
 AE4083;SPC SD N     -   136,851.339   571,802.521   MT  0.99993914   -0 15 12.3
 AE4083;SPC SD N     -   448,986.43  1,875,988.77   sFT  0.99993914   -0 15 12.3
 AE4083;UTM  14      - 4,990,991.353   393,084.917   MT  0.99974055   -0 57 41.2
 AE4083
 AE4083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4083!SPC SD N     -   0.99991354  x   0.99993914  =   0.99985269
 AE4083!UTM  14      -   0.99991354  x   0.99974055  =   0.99965411
 AE4083
 AE4083:                Primary Azimuth Mark                     Grid Az
 AE4083:SPC SD N     -  AGENCY AZ MK 2                           152 50 41.5
 AE4083:UTM  14      -  AGENCY AZ MK 2                           153 33 10.4
 AE4083
 AE4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9308490991(NAD 83)
 AE4083
 AE4083|---------------------------------------------------------------------|
 AE4083| PID    Reference Object                     Distance      Geod. Az  |
 AE4083|                                                           dddmmss.s |
 AE4083| QS0237 AGENCY RM 1                          28.535 METERS 13640     |
 AE4083| QS0233 AGENCY AZ MK                        APPROX. 1.0 KM 1461316.7 |
 AE4083| QS0234 AGENCY AZ MK 2                      APPROX. 1.0 KM 1523529.2 |
 AE4083| QS0236 AGENCY RM 2                          28.453 METERS 21650     |
 AE4083|---------------------------------------------------------------------|
 AE4083
 AE4083                          SUPERSEDED SURVEY CONTROL
 AE4083
 AE4083  NAD 83(1986)-  45 03 51.50339(N)    100 21 28.97149(W) AD(       ) 1
 AE4083  NAD 27      -  45 03 51.56400(N)    100 21 27.48800(W) AD(       ) 1
 AE4083
 AE4083.Superseded values are not recommended for survey control.
 AE4083
 AE4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4083.See file dsdata.pdf to determine how the superseded data were derived.
 AE4083
 AE4083_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4083_STAMPING: AGENCY 1934 1982
 AE4083_MARK LOGO: NGS
 AE4083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4083+STABILITY: SURFACE MOTION
 AE4083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4083+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AE4083
 AE4083  HISTORY     - Date     Condition        Report By
 AE4083  HISTORY     - 1982     MONUMENTED       NGS
 AE4083  HISTORY     - 19960425 GOOD             NGS
 AE4083
 AE4083                          STATION DESCRIPTION
 AE4083
 AE4083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AE4083'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK 2 WERE
 AE4083'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 AE4083'MARK 1 HAD BEEN DESTROYED.  REFERENCE MARK 3 AND A NEW SURFACE STATION
 AE4083'MARK WERE ESTABLISHED AT THIS TIME.  THE DIRECTION AND DISTANCE TO RM
 AE4083'2 AGREED FAVORABLY WITH THE OLD DATA BUT THE AZIMUTH TO THE AZIMUTH
 AE4083'MARK 2 WAS NOTED TO BE 13 SECONDS DIFFERENT AND THE DISTANCE MEASURED
 AE4083'TO IT VARIED FROM THE INVERSE DISTANCE BY ABOUT 0.1 METER. (0.3 FT)
 AE4083'NEW DESCRIPTIVE TEXT FOLLOWS.
 AE4083'
 AE4083'THE STATION IS A STANDARD NGS DISK STAMPED AGENCY 1934 1982, SET INTO
 AE4083'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 AE4083'FLUSH WITH THE GROUND.  LOCATED 15.0 METERS (49.2 FT) SOUTHEAST FROM
 AE4083'THE NORTHEAST CORNER OF A BROWN METAL BUILDING.  10.5 METERS (34.4 FT)
 AE4083'EAST FROM THE SOUTHEAST CORNER OF THE BROWN METAL BUILDING.  0.30
 AE4083'METERS (0.98 FT) NORTH FROM A METAL WITNESS POST.
 AE4083'
 AE4083'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED AGENCY NO 2 1934,
 AE4083'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON
 AE4083'SIDE FLUSH WITH THE GROUND.  LOCATED 23.5 METERS (77.1 FT)
 AE4083'SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF THE BROWN METAL BUILDING.
 AE4083'21.1 METERS (69.2 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 AE4083'BROWN METAL BUILDING. 16.3 METERS (53.5 FT) NORTH FROM A POWER POLE,
 AE4083'AND 0.7 FEET (21.3 CM) 0.2 METER (0.7 FT) LOWER THAN THE STATION.
 AE4083'
 AE4083'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED AGENCY 1934 NO 3
 AE4083'1982, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM)
 AE4083'IN DIAMETER PROJECTING 3 INCHES (10 CM) ABOVE THE GROUND.  LOCATED
 AE4083'28.6 METERS (93.8 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 AE4083'BROWN METAL BUILDING.  0.30 METERS (0.98 FT) WEST FROM A METAL WITNESS
 AE4083'POST, AND 0.3 FEET (9.1 CM) 0.1 METERS (0.3 FT) HIGHER THAN THE
 AE4083'STATION.
 AE4083'
 AE4083'AZIMUTH MARK NO. 2 IS A STANDARD CGS DISK STAMPED AGENCY AZIMUTH MARK
 AE4083'2 1965, SET INTO THE TOP OF A ROUND CONCRETE 12 INCHES (30 CM) IN
 AE4083'DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 18.6
 AE4083'METERS (61.0 FT) SOUTH FROM THE CENTER OF THE GRAVELED ROAD.  5.5
 AE4083'METERS (18.0 FT) SOUTH FROM A FENCE CORNER POST.  0.9 METER (3.0 FT)
 AE4083'EAST FROM A WITNESS POST.
 AE4083'
 AE4083'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON GRAVELED
 AE4083'ROAD FOR 1.0 KM (0.60 MI) TO THE MARK ON THE RIGHT.
 AE4083
 AE4083                          STATION RECOVERY (1996)
 AE4083
 AE4083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4083'36.1 KM (22.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4083'OF EXENE STREET IN GETTYSBURG, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 AE4083'A PAVED ROAD, 55.7 M (182.7 FT) NORTHEAST OF THE ROAD CENTER, 28.4 M
 AE4083'(93.2 FT) NORTH OF REFERENCE MARK 2, 18.9 M (62.0 FT) NORTHWEST OF
 AE4083'REFERENCE MARK 3, 10.3 M (33.8 FT) EAST OF THE SOUTHEAST CORNER OF A
 AE4083'BUILDING, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 AE4083'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4083'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0237 ***********************************************************************
 QS0237  DESIGNATION -  AGENCY RM 1
 QS0237  PID         -  QS0237
 QS0237  STATE/COUNTY-  SD/DEWEY
 QS0237  COUNTRY     -  US
 QS0237  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0237
 QS0237                         *CURRENT SURVEY CONTROL
 QS0237  ______________________________________________________________________
 QS0237* NAD 83(1986) POSITION- 45 03 50.84   (N) 100 21 28.07   (W)   HD_HELD1
 QS0237* NAVD 88 ORTHO HEIGHT -   573.797 (meters)     1882.53  (feet) ADJUSTED
 QS0237  ______________________________________________________________________
 QS0237  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 QS0237  DYNAMIC HEIGHT  -        573.714 (meters)     1882.26  (feet) COMP
 QS0237  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 QS0237
 QS0237  VERT ORDER      -  SECOND    CLASS 0
 QS0237
 QS0237.The horizontal coordinates were determined by differentially corrected
 QS0237.hand held GPS observations or other comparable positioning techniques
 QS0237.and have an estimated accuracy of +/- 3 meters.
 QS0237
 QS0237.The orthometric height was determined by differential leveling and
 QS0237.adjusted by the NATIONAL GEODETIC SURVEY
 QS0237.in June 1991.
 QS0237
 QS0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0237.GEOID18 height accuracy estimate available here.
 QS0237
 QS0237.Click photographs - Photos may exist for this station.
 QS0237
 QS0237.The dynamic height is computed by dividing the NAVD 88
 QS0237.geopotential number by the normal gravity value computed on the
 QS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0237.degrees latitude (g = 980.6199 gals.).
 QS0237
 QS0237.The modeled gravity was interpolated from observed gravity values.
 QS0237
 QS0237;                    North         East    Units  Estimated Accuracy
 QS0237;SPC SD N     -   136,830.5     571,822.1     MT  (+/- 3 meters HH1 GPS) 
 QS0237
 QS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9310490970(NAD 83)
 QS0237
 QS0237                          SUPERSEDED SURVEY CONTROL
 QS0237
 QS0237  NGVD 29 (??/??/92)  573.409  (m)         1881.26   (f) ADJ UNCH    2 0
 QS0237
 QS0237.Superseded values are not recommended for survey control.
 QS0237
 QS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0237.See file dsdata.pdf to determine how the superseded data were derived.
 QS0237
 QS0237_MARKER: DR = REFERENCE MARK DISK
 QS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0237_STAMPING: AGENCY NO 1 1934
 QS0237_MARK LOGO: CGS
 QS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0237+STABILITY: SURFACE MOTION
 QS0237
 QS0237  HISTORY     - Date     Condition        Report By
 QS0237  HISTORY     - 1934     MONUMENTED       CGS
 QS0237  HISTORY     - 1965     GOOD             CGS
 QS0237
 QS0237                          STATION DESCRIPTION
 QS0237
 QS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0237'4.4 MI NW FROM CHEYENNE AGENCY.
 QS0237'4.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0237'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0237'ABOUT 310 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE
 QS0237'TOP OF A HILL, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.
 QS0237'A STANDARD REFERENCE-MARK DISK, STAMPED AGENCY NO 1 1934 AND
 QS0237'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 QS0237'ABOVE GROUND.
 QS0237
 QS0237                          STATION RECOVERY (1965)
 QS0237
 QS0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 QS0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0236 ***********************************************************************
 QS0236  DESIGNATION -  AGENCY RM 2
 QS0236  PID         -  QS0236
 QS0236  STATE/COUNTY-  SD/DEWEY
 QS0236  COUNTRY     -  US
 QS0236  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0236
 QS0236                         *CURRENT SURVEY CONTROL
 QS0236  ______________________________________________________________________
 QS0236* NAD 83(1986) POSITION- 45 03 50.77   (N) 100 21 29.75   (W)   HD_HELD1
 QS0236* NAVD 88 ORTHO HEIGHT -   573.685 (meters)     1882.16  (feet) ADJUSTED
 QS0236  ______________________________________________________________________
 QS0236  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 QS0236  DYNAMIC HEIGHT  -        573.601 (meters)     1881.89  (feet) COMP
 QS0236  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 QS0236
 QS0236  VERT ORDER      -  FIRST     CLASS II
 QS0236
 QS0236.The horizontal coordinates were determined by differentially corrected
 QS0236.hand held GPS observations or other comparable positioning techniques
 QS0236.and have an estimated accuracy of +/- 3 meters.
 QS0236
 QS0236.The orthometric height was determined by differential leveling and
 QS0236.adjusted by the NATIONAL GEODETIC SURVEY
 QS0236.in July 1998.
 QS0236
 QS0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0236.GEOID18 height accuracy estimate available here.
 QS0236
 QS0236.Click photographs - Photos may exist for this station.
 QS0236
 QS0236.The dynamic height is computed by dividing the NAVD 88
 QS0236.geopotential number by the normal gravity value computed on the
 QS0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0236.degrees latitude (g = 980.6199 gals.).
 QS0236
 QS0236.The modeled gravity was interpolated from observed gravity values.
 QS0236
 QS0236;                    North         East    Units  Estimated Accuracy
 QS0236;SPC SD N     -   136,828.5     571,785.4     MT  (+/- 3 meters HH1 GPS) 
 QS0236
 QS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9306790968(NAD 83)
 QS0236
 QS0236                          SUPERSEDED SURVEY CONTROL
 QS0236
 QS0236  NAVD 88 (06/15/91)  573.697  (m)         1882.20   (f) SUPERSEDED  1 2
 QS0236  NGVD 29 (??/??/92)  573.309  (m)         1880.93   (f) ADJ UNCH    1 2
 QS0236
 QS0236.Superseded values are not recommended for survey control.
 QS0236
 QS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0236.See file dsdata.pdf to determine how the superseded data were derived.
 QS0236
 QS0236_MARKER: DR = REFERENCE MARK DISK
 QS0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0236_STAMPING: AGENCY NO 2 1934
 QS0236_MARK LOGO: CGS
 QS0236_PROJECTION: FLUSH
 QS0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0236+STABILITY: SURFACE MOTION
 QS0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0236+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0236
 QS0236  HISTORY     - Date     Condition        Report By
 QS0236  HISTORY     - 1934     MONUMENTED       CGS
 QS0236  HISTORY     - 1965     GOOD             CGS
 QS0236  HISTORY     - 19960425 GOOD             NGS
 QS0236  HISTORY     - 20120626 GOOD             INDIV
 QS0236
 QS0236                          STATION DESCRIPTION
 QS0236
 QS0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0236'4.4 MI NW FROM CHEYENNE AGENCY.
 QS0236'4.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0236'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0236'ABOUT 270 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT
 QS0236'THE TOP OF A HILL, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 QS0236'POST.  A STANDARD REFERENCE-MARK DISK, STAMPED AGENCY NO 2 1934
 QS0236'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 QS0236'ABOVE GROUND.
 QS0236
 QS0236                          STATION RECOVERY (1965)
 QS0236
 QS0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 QS0236'RECOVERED IN GOOD CONDITION.
 QS0236
 QS0236                          STATION RECOVERY (1996)
 QS0236
 QS0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0236'36.1 KM (22.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0236'OF EXENE STREET IN GETTYSBURG, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 QS0236'A PAVED ROAD, 43.7 M (143.4 FT) NORTHEAST OF THE ROAD CENTER, 28.4 M
 QS0236'(93.2 FT) SOUTH OF TRIANGULATION STATION AGENCY RESET, 20.9 M (68.6
 QS0236'FT) SOUTH OF THE SOUTHWEST CORNER OF A BUILDING, 1.0 M (3.3 FT) ABOVE
 QS0236'THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 QS0236'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0236
 QS0236                          STATION RECOVERY (2012)
 QS0236
 QS0236'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4084 ***********************************************************************
 AE4084  DESIGNATION -  AGENCY RM 3
 AE4084  PID         -  AE4084
 AE4084  STATE/COUNTY-  SD/DEWEY
 AE4084  COUNTRY     -  US
 AE4084  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4084
 AE4084                         *CURRENT SURVEY CONTROL
 AE4084  ______________________________________________________________________
 AE4084* NAD 83(1986) POSITION- 45 03 50.     (N) 100 21 27.     (W)   SCALED
 AE4084* NAVD 88 ORTHO HEIGHT -   573.980 (meters)     1883.13  (feet) ADJUSTED
 AE4084  ______________________________________________________________________
 AE4084  GEOID HEIGHT    -        -22.389 (meters)                     GEOID18
 AE4084  DYNAMIC HEIGHT  -        573.896 (meters)     1882.86  (feet) COMP
 AE4084  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 AE4084
 AE4084  VERT ORDER      -  FIRST     CLASS II
 AE4084
 AE4084.The horizontal coordinates were scaled from a map and have
 AE4084.an estimated accuracy of +/- 6 seconds.
 AE4084
 AE4084.The orthometric height was determined by differential leveling and
 AE4084.adjusted by the NATIONAL GEODETIC SURVEY
 AE4084.in July 1998.
 AE4084
 AE4084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4084.GEOID18 height accuracy estimate available here.
 AE4084
 AE4084.Click photographs - Photos may exist for this station.
 AE4084
 AE4084.The dynamic height is computed by dividing the NAVD 88
 AE4084.geopotential number by the normal gravity value computed on the
 AE4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4084.degrees latitude (g = 980.6199 gals.).
 AE4084
 AE4084.The modeled gravity was interpolated from observed gravity values.
 AE4084
 AE4084;                    North         East    Units  Estimated Accuracy
 AE4084;SPC SD N     -   136,810.      571,850.      MT  (+/- 180 meters Scaled)
 AE4084
 AE4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ931909(NAD 83)
 AE4084
 AE4084                          SUPERSEDED SURVEY CONTROL
 AE4084
 AE4084.No superseded survey control is available for this station.
 AE4084
 AE4084_MARKER: DR = REFERENCE MARK DISK
 AE4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4084_STAMPING: AGENCY 1934 NO 3 1982
 AE4084_MARK LOGO: NGS
 AE4084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4084+STABILITY: SURFACE MOTION
 AE4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4084+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4084
 AE4084  HISTORY     - Date     Condition        Report By
 AE4084  HISTORY     - 1982     MONUMENTED       NGS
 AE4084  HISTORY     - 19960425 GOOD             NGS
 AE4084  HISTORY     - 20120620 GOOD             INDIV
 AE4084
 AE4084                          STATION DESCRIPTION
 AE4084
 AE4084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AE4084'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED AGENCY 1934 NO 3
 AE4084'1982, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM)
 AE4084'IN DIAMETER PROJECTING 3 INCHES (10 CM) ABOVE THE GROUND.  LOCATED
 AE4084'28.6 METERS (93.8 FT) ESE FROM THE SE CORNER OF THE BROWN METAL
 AE4084'BUILDING.  0.30 METERS (0.98 FT) W FROM A METAL WITNESS POST, AND 0.3
 AE4084'FEET (9.1 CM) 0.1 METERS (0.3 FT) HIGHER THAN THE STATION.
 AE4084
 AE4084                          STATION RECOVERY (1996)
 AE4084
 AE4084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4084'36.1 KM (22.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4084'OF EXENE STREET IN GETTYSBURG, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 AE4084'A PAVED ROAD, 80.9 M (265.4 FT) NORTHEAST OF THE ROAD CENTER, 18.9 M
 AE4084'(62.0 FT) SOUTHEAST OF TRIANGULATION STATION AGENCY RESET, 1.0 M (3.3
 AE4084'FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS
 AE4084'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AE4084
 AE4084                          STATION RECOVERY (2012)
 AE4084
 AE4084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1108 ***********************************************************************
 PT1108  DESIGNATION -  AILEMANS HOUSE CHIMNEY
 PT1108  PID         -  PT1108
 PT1108  STATE/COUNTY-  SD/HAAKON
 PT1108  COUNTRY     -  US
 PT1108  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT1108
 PT1108                         *CURRENT SURVEY CONTROL
 PT1108  ______________________________________________________________________
 PT1108* NAD 83(1996) POSITION- 44 37 09.05439(N) 101 11 01.65899(W)   ADJUSTED
 PT1108  ______________________________________________________________________
 PT1108  GEOID HEIGHT    -        -21.938 (meters)                     GEOID18
 PT1108  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 PT1108  HORZ ORDER      -  THIRD
 PT1108
 PT1108.The horizontal coordinates were established by classical geodetic methods
 PT1108.and adjusted by the National Geodetic Survey in January 1998.
 PT1108
 PT1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1108.GEOID18 height accuracy estimate available here.
 PT1108
 PT1108.Click photographs - Photos may exist for this station.
 PT1108
 PT1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1108
 PT1108. The following values were computed from the NAD 83(1996) position.
 PT1108
 PT1108;                    North         East     Units Scale Factor Converg.
 PT1108;SPC SD S     -   254,301.874   532,498.302   MT  1.00005975   -0 35 12.1
 PT1108;SPC SD S     -   834,322.06  1,747,038.18   sFT  1.00005975   -0 35 12.1
 PT1108;UTM  14      - 4,942,967.409   326,746.695   MT  0.99996914   -1 32 03.3
 PT1108
 PT1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2674642967(NAD 83)
 PT1108
 PT1108                          SUPERSEDED SURVEY CONTROL
 PT1108
 PT1108  NAD 83(1986)-  44 37 09.04774(N)    101 11 01.65966(W) AD(       ) 3
 PT1108  NAD 27      -  44 37 09.09900(N)    101 11 00.13300(W) AD(       ) 3
 PT1108
 PT1108.Superseded values are not recommended for survey control.
 PT1108
 PT1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1108.See file dsdata.pdf to determine how the superseded data were derived.
 PT1108
 PT1108_MARKER: 85 = CHIMNEY
 PT1108
 PT1108  HISTORY     - Date     Condition        Report By
 PT1108  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1108
 PT1108                          STATION DESCRIPTION
 PT1108
 PT1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1108'THE CHIMNEY IS LOCATED IN SECTION 35, T 8 N, R 24 E, ABOUT
 PT1108'18 MILES NORTH AND 7-3/4 MILES WEST OF HAYES, 5-1/2 MILES
 PT1108'SOUTH AND 2 MILES EAST OF THE BRIDGE OVER THE CHEYENNE RIVER
 PT1108'ON STATE HIGHWAY 63, AND 2 MILES WEST OF STATE HIGHWAY 63.
 PT1108'
 PT1108'IT IS A 20 X 30 FOOT SQUARE HOUSE WITH A 2 FOOT SQUARE CHIMNEY
 PT1108'ON THE NORTH END OF THE HOUSE THAT PROTRUDES ABOUT 2 FEET
 PT1108'ABOVE THE ROOF.  THE POINT INTERSECTED WAS THE APPROXIMATE
 PT1108'CENTER OF THE CHIMNEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2095 ***********************************************************************
 NM2095  DESIGNATION -  AIRPORT 1
 NM2095  PID         -  NM2095
 NM2095  STATE/COUNTY-  SD/YANKTON
 NM2095  COUNTRY     -  US
 NM2095  USGS QUAD   -  YANKTON (2017)
 NM2095
 NM2095                         *CURRENT SURVEY CONTROL
 NM2095  ______________________________________________________________________
 NM2095* NAD 83(1986) POSITION- 42 54 33.     (N) 097 22 57.     (W)   SCALED
 NM2095* NAVD 88 ORTHO HEIGHT -   386.855 (meters)     1269.21  (feet) ADJUSTED
 NM2095  ______________________________________________________________________
 NM2095  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 NM2095  DYNAMIC HEIGHT  -        386.744 (meters)     1268.84  (feet) COMP
 NM2095  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 NM2095
 NM2095  VERT ORDER      -  FIRST     CLASS II
 NM2095
 NM2095.The horizontal coordinates were scaled from a map and have
 NM2095.an estimated accuracy of +/- 6 seconds.
 NM2095
 NM2095.The orthometric height was determined by differential leveling and
 NM2095.adjusted by the NATIONAL GEODETIC SURVEY
 NM2095.in June 1994.
 NM2095
 NM2095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2095.GEOID18 height accuracy estimate available here.
 NM2095
 NM2095.Click photographs - Photos may exist for this station.
 NM2095
 NM2095.The dynamic height is computed by dividing the NAVD 88
 NM2095.geopotential number by the normal gravity value computed on the
 NM2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2095.degrees latitude (g = 980.6199 gals.).
 NM2095
 NM2095.The modeled gravity was interpolated from observed gravity values.
 NM2095
 NM2095;                    North         East    Units  Estimated Accuracy
 NM2095;SPC SD S     -    68,250.      840,910.      MT  (+/- 180 meters Scaled)
 NM2095
 NM2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN320519(NAD 83)
 NM2095
 NM2095                          SUPERSEDED SURVEY CONTROL
 NM2095
 NM2095.No superseded survey control is available for this station.
 NM2095
 NM2095_MARKER: F = FLANGE-ENCASED ROD
 NM2095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM2095_STAMPING: AIRPORT 1
 NM2095_MARK LOGO: NGS
 NM2095_PROJECTION: FLUSH
 NM2095_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2095+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2095
 NM2095  HISTORY     - Date     Condition        Report By
 NM2095  HISTORY     - 1993     MONUMENTED       NGS
 NM2095  HISTORY     - 19930908 GOOD             NGS
 NM2095  HISTORY     - 20120323 GOOD             INDIV
 NM2095
 NM2095                          STATION DESCRIPTION
 NM2095
 NM2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2095'1.3 KM (0.80 MI) EASTERLY ALONG 31ST STREET FROM THE NORTH JUNCTION
 NM2095'OF STATE HIGHWAY 50 AND U.S. HIGHWAY 81 IN YANKTON, 32.0 M (105.0
 NM2095'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO BUILDING, 14.1 M
 NM2095'(46.3 FT) NORTH OF THE STREET CENTERLINE, 5.9 M (19.4 FT) EAST OF THE
 NM2095'CENTER OF AN AIRPORT EXIT ROAD, 2.0 M (6.6 FT) SOUTH OF LAMP POLE
 NM2095'NUMBER 10545, AND LEVEL WITH THE EXIT ROAD.  NOTE--ACCESS TO THE
 NM2095'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD AND SLEEVE DEPTH
 NM2095'ARE UNKNOWN, AND ROD IS FLUSH WITH THE GOUND.
 NM2095
 NM2095                          STATION RECOVERY (2012)
 NM2095
 NM2095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1117 ***********************************************************************
 PT1117  DESIGNATION -  ALBEE
 PT1117  PID         -  PT1117
 PT1117  STATE/COUNTY-  SD/ZIEBACH
 PT1117  COUNTRY     -  US
 PT1117  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT1117
 PT1117                         *CURRENT SURVEY CONTROL
 PT1117  ______________________________________________________________________
 PT1117* NAD 83(1996) POSITION- 44 51 49.01564(N) 101 16 29.44697(W)   ADJUSTED
 PT1117* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 PT1117  ______________________________________________________________________
 PT1117  GEOID HEIGHT    -        -21.429 (meters)                     GEOID18
 PT1117  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 PT1117  HORZ ORDER      -  THIRD
 PT1117
 PT1117.The horizontal coordinates were established by classical geodetic methods
 PT1117.and adjusted by the National Geodetic Survey in January 1998.
 PT1117
 PT1117.The orthometric height was scaled from a topographic map.
 PT1117
 PT1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1117.GEOID18 height accuracy estimate available here.
 PT1117
 PT1117.Click photographs - Photos may exist for this station.
 PT1117
 PT1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1117
 PT1117. The following values were computed from the NAD 83(1996) position.
 PT1117
 PT1117;                    North         East     Units Scale Factor Converg.
 PT1117;SPC SD N     -   115,280.322   499,253.981   MT  0.99994445   -0 54 08.1
 PT1117;SPC SD N     -   378,215.52  1,637,969.10   sFT  0.99994445   -0 54 08.1
 PT1117;UTM  14      - 4,970,317.400   320,282.179   MT  0.99999718   -1 36 18.6
 PT1117
 PT1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1117!SPC SD N     -   0.99990656  x   0.99994445  =   0.99985101
 PT1117!UTM  14      -   0.99990656  x   0.99999718  =   0.99990374
 PT1117
 PT1117:                Primary Azimuth Mark                     Grid Az
 PT1117:SPC SD N     -  E 72                                     272 28 43.5
 PT1117:UTM  14      -  E 72                                     273 10 54.0
 PT1117
 PT1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2028270317(NAD 83)
 PT1117
 PT1117|---------------------------------------------------------------------|
 PT1117| PID    Reference Object                     Distance      Geod. Az  |
 PT1117|                                                           dddmmss.s |
 PT1117| CP9467 ALBEE RM 1                           15.611 METERS 08925     |
 PT1117| CP9468 ALBEE RM 2                           18.599 METERS 18028     |
 PT1117| PT0384 E 72                                               2713435.4 |
 PT1117|---------------------------------------------------------------------|
 PT1117
 PT1117                          SUPERSEDED SURVEY CONTROL
 PT1117
 PT1117  NAD 83(1986)-  44 51 49.00785(N)    101 16 29.44677(W) AD(       ) 3
 PT1117  NAD 27      -  44 51 49.06500(N)    101 16 27.90200(W) AD(       ) 3
 PT1117
 PT1117.Superseded values are not recommended for survey control.
 PT1117
 PT1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1117.See file dsdata.pdf to determine how the superseded data were derived.
 PT1117
 PT1117_MARKER: DS = TRIANGULATION STATION DISK
 PT1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1117_STAMPING: ALBEE 1952
 PT1117_MARK LOGO: CGS
 PT1117_PROJECTION: FLUSH
 PT1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1117+STABILITY: SURFACE MOTION
 PT1117
 PT1117  HISTORY     - Date     Condition        Report By
 PT1117  HISTORY     - 1952     MONUMENTED       CGS
 PT1117  HISTORY     - 1965     GOOD             SDDT
 PT1117  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PT1117  HISTORY     - 1971     POOR             NGS
 PT1117
 PT1117                          STATION DESCRIPTION
 PT1117
 PT1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1117'THE STATION IS IN SECTION 36, T 11 N, R 23 E, ABOUT 9 MILES
 PT1117'SOUTH AND 2 MILES WEST OF EAGLE BUTTE, 32 FEET NORTH OF A SECTION
 PT1117'LINE ROAD, AND 14 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 PT1117'POST.
 PT1117'
 PT1117'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PT1117'STATE HIGHWAY 63, ABOUT 2 MILES WEST-NORTHWEST OF EAGLE BUTTE,
 PT1117'GO SOUTH ON STATE HIGHWAY 63 FOR 5.5 MILES TO A POINT WHERE
 PT1117'THE HIGHWAY CURVES TO THE LEFT, CONTINUE ON THE HIGHWAY FOR
 PT1117'5.1 MILES TO A TRACK ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT
 PT1117'AS DESCRIBED BELOW, TURN LEFT AND GO EAST ON THE TRACK ROAD
 PT1117'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 PT1117'
 PT1117'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 PT1117'ALBEE 1952.
 PT1117'
 PT1117'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE TRACK ROAD.  THE
 PT1117'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ALBEE
 PT1117'NO 1 1952.
 PT1117'
 PT1117'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE TRACK ROAD.  THE
 PT1117'MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND, AND THE DISK
 PT1117'IS STAMPED ALBEE NO 2 1952.
 PT1117'
 PT1117'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 PT1117'BENCH MARK DISK STAMPED E 72 1934.  IT IS 49 FEET NORTH OF
 PT1117'THE SECTION LINE ROAD, 40 FEET EAST OF STATE HIGHWAY 63, AND
 PT1117'4 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 PT1117'IS SET IN A 10 IN X 10 IN CONCRETE POST AND PROJECTS 4 INCHES.
 PT1117'
 PT1117'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1117
 PT1117                          STATION RECOVERY (1965)
 PT1117
 PT1117'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 PT1117'AZ MARK BENCH MARK E 72-VERY GOOD
 PT1117'
 PT1117'COULD NOT FIND STATION OR R.M.  IT APPEARS THESE MONUMENTS WERE
 PT1117'DESTROYED WHEN THE ROAD WAS REBUILT.
 PT1117'
 PT1117'CUT SECTION EXTENDS 75 FT RT. AND LT. OF OLD ROAD.
 PT1117
 PT1117                          STATION RECOVERY (1966)
 PT1117
 PT1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PT1117'THE STATION AND REFERENCE MARKS WERE DESTROYED BY ROAD CONSTRUCTION.
 PT1117'THE AZIMUTH MARK (BENCH MARK E 72 1934) WAS RECOVERED AND
 PT1117'FOUND IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 1.5
 PT1117'FEET NORTH OF THE BENCH MARK.
 PT1117
 PT1117                          STATION RECOVERY (1971)
 PT1117
 PT1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PT1117'THE AZIMUTH MARK (BENCH MARK E 72 1934) WAS FOUND IN GOOD
 PT1117'CONDITION.  THE SURFACE STATION MONUMENT WITH THE DISK INTACT WAS
 PT1117'FOUND LYING IN A FENCELINE ABOUT 150 YARDS WEST FROM THE STATION
 PT1117'SITE TOWARD THE AZIMUTH MARK.  REFERENCE MARKS NO. 1 AND NO. 2,
 PT1117'AND THE UNDERGROUND STATION MARK WERE NOT FOUND AND APPARENTLY
 PT1117'WERE DESTROYED DURING ROAD IMPROVEMENTS.  A LARGE CUT HAS BEEN
 PT1117'MADE THRU THE HILL ON WHICH THE STATION SITE WAS LOCATED AND
 PT1117'MEASUREMENTS INDICATE THAT THE MARKS WERE WITHIN THE GRADING
 PT1117'LIMITS.
 PT1117'
 PT1117'IT IS SUGGESTED THAT THE STATION BE CONSIDERED DESTROYED.
 PT1117'
 PT1117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 PT1117'MILES SSW OF EAGLE BUTTE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1836 ***********************************************************************
 NM1836  DESIGNATION -  ALCESTER
 NM1836  PID         -  NM1836
 NM1836  STATE/COUNTY-  SD/UNION
 NM1836  COUNTRY     -  US
 NM1836  USGS QUAD   -  NORA (2017)
 NM1836
 NM1836                         *CURRENT SURVEY CONTROL
 NM1836  ______________________________________________________________________
 NM1836* NAD 83(1996) POSITION- 42 58 54.18057(N) 096 38 28.51575(W)   ADJUSTED
 NM1836* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 NM1836  ______________________________________________________________________
 NM1836  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 NM1836  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 NM1836  HORZ ORDER      -  SECOND
 NM1836
 NM1836.The horizontal coordinates were established by classical geodetic methods
 NM1836.and adjusted by the National Geodetic Survey in January 1998.
 NM1836
 NM1836.The orthometric height was scaled from a topographic map.
 NM1836
 NM1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1836.GEOID18 height accuracy estimate available here.
 NM1836
 NM1836.Click photographs - Photos may exist for this station.
 NM1836
 NM1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1836
 NM1836. The following values were computed from the NAD 83(1996) position.
 NM1836
 NM1836;                    North         East     Units Scale Factor Converg.
 NM1836;SPC SD S     -    78,722.213   901,036.184   MT  0.99996817   +2 32 49.2
 NM1836;SPC SD S     -   258,274.46  2,956,149.55   sFT  0.99996817   +2 32 49.2
 NM1836;UTM  14      - 4,761,484.161   692,318.377   MT  1.00005503   +1 36 31.0
 NM1836
 NM1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1836!SPC SD S     -   0.99993202  x   0.99996817  =   0.99990019
 NM1836!UTM  14      -   0.99993202  x   1.00005503  =   0.99998705
 NM1836
 NM1836:                Primary Azimuth Mark                     Grid Az
 NM1836:SPC SD S     -  ALCESTER AZ MK                           265 17 33.3
 NM1836:UTM  14      -  ALCESTER AZ MK                           266 13 51.5
 NM1836
 NM1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9231861484(NAD 83)
 NM1836
 NM1836|---------------------------------------------------------------------|
 NM1836| PID    Reference Object                     Distance      Geod. Az  |
 NM1836|                                                           dddmmss.s |
 NM1836| CO2069 ALCESTER RM 2                        32.406 METERS 00236     |
 NM1836| OQ0731 ALCESTER MUNICIPAL TANK             APPROX. 4.9 KM 0110501.9 |
 NM1836| CO2068 ALCESTER RM 1                        29.312 METERS 20613     |
 NM1836| CO2067 ALCESTER AZ MK                                     2675022.5 |
 NM1836|---------------------------------------------------------------------|
 NM1836
 NM1836                          SUPERSEDED SURVEY CONTROL
 NM1836
 NM1836  NAD 83(1995)-  42 58 54.18123(N)    096 38 28.51366(W) AD(       ) 2
 NM1836  NAD 83(1986)-  42 58 54.18414(N)    096 38 28.50573(W) AD(       ) 2
 NM1836  NAD 27      -  42 58 54.21400(N)    096 38 27.35600(W) AD(       ) 2
 NM1836
 NM1836.Superseded values are not recommended for survey control.
 NM1836
 NM1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1836.See file dsdata.pdf to determine how the superseded data were derived.
 NM1836
 NM1836_MARKER: DS = TRIANGULATION STATION DISK
 NM1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1836_STAMPING: ALCESTER 1949
 NM1836_MARK LOGO: CGS
 NM1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1836+STABILITY: SURFACE MOTION
 NM1836
 NM1836  HISTORY     - Date     Condition        Report By
 NM1836  HISTORY     - 1949     MONUMENTED       CGS
 NM1836  HISTORY     - 1961     GOOD             CGS
 NM1836  HISTORY     - 1969     GOOD             USGS
 NM1836
 NM1836                          STATION DESCRIPTION
 NM1836
 NM1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1836'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF ALCESTER,
 NM1836'ON LAND OWNED BY MRS. E. HAMMERSTROM.  IT IS 57 FEET NORTH OF
 NM1836'THE CENTERLINE OF THE ROAD, 21 FEET NORTH OF AN EAST AND WEST
 NM1836'FENCE AND 2 FEET WEST OF THE NORTH AND SOUTH FENCE.  THE
 NM1836'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ALCESTER 1949.
 NM1836'
 NM1836'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTERLINE OF THE
 NM1836'ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 NM1836'AND THE DISK IS STAMPED ALCESTER NO 1 1949.
 NM1836'
 NM1836'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE FENCE.  THE MARK
 NM1836'PROJECTS 6 INCHES AND THE DISK IS STAMPED ALCESTER NO 2 1949.
 NM1836'
 NM1836'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7.5
 NM1836'FEET WEST-NORTHWEST OF A BRACED POWERLINE POLE AND 1 FOOT
 NM1836'NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 NM1836'IS STAMPED ALCESTER 1949.
 NM1836'
 NM1836'TO REACH FROM THE MAIN INTERSECTION IN ALCESTER, GO EAST 0.15
 NM1836'MILE, TURN RIGHT (SOUTH) ON SURFACED ROAD FOR 2.75 MILES TO
 NM1836'CROSSROADS, TURN RIGHT (WEST) 0.6 MILE TO A FARM HOME ON THE
 NM1836'RIGHT, CONTINUE WEST 0.1 MILE TO THE SOUTHWEST CORNER OF GROVE
 NM1836'OF TREES AND THE STATION AS DESCRIBED.
 NM1836'
 NM1836'TO REACH THE AZIMUTH FROM THE STATION, GO WEST 0.45 MILE TO THE
 NM1836'MARK ON THE LEFT SIDE OF ROAD.
 NM1836'
 NM1836'NOTE-A 10 FT. STAND NEEDED TO CLEAR CORN FIELD ON LINE TO THE
 NM1836'AZIMUTH AND CHURCH STEEPLE.
 NM1836'
 NM1836'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1836
 NM1836                          STATION RECOVERY (1961)
 NM1836
 NM1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (PRR)
 NM1836'REFERENCE MARK 1 WAS DESTROYED.  IT WAS FOUND IN A ROAD DITCH
 NM1836'LAYING ON TOP OF GROUND.
 NM1836
 NM1836                          STATION RECOVERY (1969)
 NM1836
 NM1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM1836'THIS R.M. 1 HAS BEEN REMOVED FROM THE GROUND AND WAS FOUND LYING
 NM1836'ON TOP OF THE GROUND ALONG THE ROAD.  THE DISK WAS NOT REMOVED.
 NM1836'R.M. 2, THE AZIMUTH MARK, AND THE STATION ITSELF ARE ALL GOOD.
 NM1836'
 NM1836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0
 NM1836'MILES SOUTH-SOUTHWEST OF ALCESTER
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0731 ***********************************************************************
 OQ0731  DESIGNATION -  ALCESTER MUNICIPAL TANK
 OQ0731  PID         -  OQ0731
 OQ0731  STATE/COUNTY-  SD/UNION
 OQ0731  COUNTRY     -  US
 OQ0731  USGS QUAD   -  ALCESTER (2017)
 OQ0731
 OQ0731                         *CURRENT SURVEY CONTROL
 OQ0731  ______________________________________________________________________
 OQ0731* NAD 83(1996) POSITION- 43 01 30.18768(N) 096 37 46.86045(W)   ADJUSTED
 OQ0731  ______________________________________________________________________
 OQ0731  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 OQ0731  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 OQ0731  HORZ ORDER      -  THIRD
 OQ0731
 OQ0731.The horizontal coordinates were established by classical geodetic methods
 OQ0731.and adjusted by the National Geodetic Survey in January 1998.
 OQ0731
 OQ0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0731.GEOID18 height accuracy estimate available here.
 OQ0731
 OQ0731.Click photographs - Photos may exist for this station.
 OQ0731
 OQ0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0731
 OQ0731. The following values were computed from the NAD 83(1996) position.
 OQ0731
 OQ0731;                    North         East     Units Scale Factor Converg.
 OQ0731;SPC SD S     -    83,573.500   901,764.401   MT  0.99996012   +2 33 17.9
 OQ0731;SPC SD S     -   274,190.72  2,958,538.71   sFT  0.99996012   +2 33 17.9
 OQ0731;UTM  14      - 4,766,323.329   693,125.970   MT  1.00005885   +1 37 04.1
 OQ0731
 OQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9312566323(NAD 83)
 OQ0731
 OQ0731                          SUPERSEDED SURVEY CONTROL
 OQ0731
 OQ0731  NAD 83(1995)-  43 01 30.18789(N)    096 37 46.85819(W) AD(       ) 3
 OQ0731  NAD 83(1986)-  43 01 30.19140(N)    096 37 46.84983(W) AD(       ) 3
 OQ0731  NAD 27      -  43 01 30.21600(N)    096 37 45.70500(W) AD(       ) 3
 OQ0731
 OQ0731.Superseded values are not recommended for survey control.
 OQ0731
 OQ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0731.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0731
 OQ0731_MARKER: 53 = ELEVATED TANK
 OQ0731
 OQ0731  HISTORY     - Date     Condition        Report By
 OQ0731  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0731  HISTORY     - 1949     GOOD             CGS
 OQ0731
 OQ0731                          STATION DESCRIPTION
 OQ0731
 OQ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0731'POINT OBSERVED UPON WAS THE FINIAL OF A LARGE SILVER WATER TANK
 OQ0731'IN ALCESTER.  PROBABLY MUNICIPAL WATER SUPPLY.  STATION WAS OFF
 OQ0731'SCHEME AND WAS NOT VISITED.
 OQ0731'
 OQ0731'OBSERVED UPON FROM STATIONS KLUMB AND LUVERNE.
 OQ0731
 OQ0731                          STATION RECOVERY (1949)
 OQ0731
 OQ0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0731'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE SMALL CITY
 OQ0731'OF ALCESTER.  IT IS APPROXIMATELY 70 FEET HIGH, HAS 4-LEGS AND
 OQ0731'IS PAINTED SILVER.  IT IS BUILT OF STEEL.
 OQ0731'
 OQ0731'TO REACH THE STATION FROM THE POST OFFICE IN ALCESTER, GO NORTH
 OQ0731'FOR 0.2 MILE TO CROSS STREET, TURN RIGHT (EAST) FOR 0.1 MILE
 OQ0731'TO STATION ON LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0938 ***********************************************************************
 OQ0938  DESIGNATION -  ALEXANDRIA BAPTIST CH SPIRE
 OQ0938  PID         -  OQ0938
 OQ0938  STATE/COUNTY-  SD/HANSON
 OQ0938  COUNTRY     -  US
 OQ0938  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0938
 OQ0938                         *CURRENT SURVEY CONTROL
 OQ0938  ______________________________________________________________________
 OQ0938* NAD 83(1996) POSITION- 43 39 20.01515(N) 097 46 53.44408(W)   ADJUSTED
 OQ0938  ______________________________________________________________________
 OQ0938  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 OQ0938  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 OQ0938  HORZ ORDER      -  THIRD
 OQ0938
 OQ0938.The horizontal coordinates were established by classical geodetic methods
 OQ0938.and adjusted by the National Geodetic Survey in January 1998.
 OQ0938
 OQ0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0938.GEOID18 height accuracy estimate available here.
 OQ0938
 OQ0938.Click photographs - Photos may exist for this station.
 OQ0938
 OQ0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0938
 OQ0938. The following values were computed from the NAD 83(1996) position.
 OQ0938
 OQ0938;                    North         East     Units Scale Factor Converg.
 OQ0938;SPC SD S     -   150,049.598   805,800.679   MT  0.99990708   +1 45 37.4
 OQ0938;SPC SD S     -   492,287.72  2,643,697.73   sFT  0.99990708   +1 45 37.4
 OQ0938;UTM  14      - 4,834,339.067   598,254.914   MT  0.99971874   +0 50 28.4
 OQ0938
 OQ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9825434339(NAD 83)
 OQ0938
 OQ0938                          SUPERSEDED SURVEY CONTROL
 OQ0938
 OQ0938  NAD 83(1995)-  43 39 20.02669(N)    097 46 53.42842(W) AD(       ) 3
 OQ0938  NAD 83(1986)-  43 39 20.02808(N)    097 46 53.42352(W) AD(       ) 3
 OQ0938  NAD 27      -  43 39 20.10100(N)    097 46 52.16800(W) AD(       ) 3
 OQ0938  USSD        -  43 39 20.27400(N)    097 46 52.55300(W) AD(       ) 3
 OQ0938
 OQ0938.Superseded values are not recommended for survey control.
 OQ0938
 OQ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0938.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0938
 OQ0938_MARKER: 90 = CHURCH SPIRE
 OQ0938
 OQ0938  HISTORY     - Date     Condition        Report By
 OQ0938  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0938  HISTORY     - 1935     GOOD             CGS
 OQ0938
 OQ0938                          STATION DESCRIPTION
 OQ0938
 OQ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0938'THE ORIGINAL BUILDING IS STILL STANDING BUT HAS BEEN CONVERTED
 OQ0938'INTO DWELLING HOUSE AND NO LONGER HAS SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0935 ***********************************************************************
 OQ0935  DESIGNATION -  ALEXANDRIA COURTHOUSE DOME
 OQ0935  PID         -  OQ0935
 OQ0935  STATE/COUNTY-  SD/HANSON
 OQ0935  COUNTRY     -  US
 OQ0935  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0935
 OQ0935                         *CURRENT SURVEY CONTROL
 OQ0935  ______________________________________________________________________
 OQ0935* NAD 83(1996) POSITION- 43 39 17.47032(N) 097 46 40.49137(W)   ADJUSTED
 OQ0935  ______________________________________________________________________
 OQ0935  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 OQ0935  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 OQ0935  HORZ ORDER      -  THIRD
 OQ0935
 OQ0935.The horizontal coordinates were established by classical geodetic methods
 OQ0935.and adjusted by the National Geodetic Survey in January 1998.
 OQ0935
 OQ0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0935.GEOID18 height accuracy estimate available here.
 OQ0935
 OQ0935.Click photographs - Photos may exist for this station.
 OQ0935
 OQ0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0935
 OQ0935. The following values were computed from the NAD 83(1996) position.
 OQ0935
 OQ0935;                    North         East     Units Scale Factor Converg.
 OQ0935;SPC SD S     -   149,980.024   806,093.175   MT  0.99990707   +1 45 46.3
 OQ0935;SPC SD S     -   492,059.46  2,644,657.36   sFT  0.99990707   +1 45 46.3
 OQ0935;UTM  14      - 4,834,264.823   598,546.201   MT  0.99971945   +0 50 37.3
 OQ0935
 OQ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9854634264(NAD 83)
 OQ0935
 OQ0935                          SUPERSEDED SURVEY CONTROL
 OQ0935
 OQ0935  NAD 83(1995)-  43 39 17.48161(N)    097 46 40.47569(W) AD(       ) 3
 OQ0935  NAD 83(1986)-  43 39 17.48318(N)    097 46 40.47082(W) AD(       ) 3
 OQ0935  NAD 27      -  43 39 17.55500(N)    097 46 39.21600(W) AD(       ) 3
 OQ0935  USSD        -  43 39 17.72900(N)    097 46 39.60000(W) AD(       ) 3
 OQ0935
 OQ0935.Superseded values are not recommended for survey control.
 OQ0935
 OQ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0935.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0935
 OQ0935_MARKER: 87 = DOME
 OQ0935
 OQ0935  HISTORY     - Date     Condition        Report By
 OQ0935  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0935  HISTORY     - 1935     GOOD             CGS
 OQ0935
 OQ0935                          STATION DESCRIPTION
 OQ0935
 OQ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0935'THIS MARK IS STILL GOOD FOR, THE BUILDING IS THE SAME AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0937 ***********************************************************************
 OQ0937  DESIGNATION -  ALEXANDRIA LARGE BLDG BELFRY
 OQ0937  PID         -  OQ0937
 OQ0937  STATE/COUNTY-  SD/HANSON
 OQ0937  COUNTRY     -  US
 OQ0937  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0937
 OQ0937                         *CURRENT SURVEY CONTROL
 OQ0937  ______________________________________________________________________
 OQ0937* NAD 83(1996) POSITION- 43 39 20.93506(N) 097 47 05.56184(W)   ADJUSTED
 OQ0937  ______________________________________________________________________
 OQ0937  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 OQ0937  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 OQ0937  HORZ ORDER      -  THIRD
 OQ0937
 OQ0937.The horizontal coordinates were established by classical geodetic methods
 OQ0937.and adjusted by the National Geodetic Survey in January 1998.
 OQ0937
 OQ0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0937.GEOID18 height accuracy estimate available here.
 OQ0937
 OQ0937.Click photographs - Photos may exist for this station.
 OQ0937
 OQ0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0937
 OQ0937. The following values were computed from the NAD 83(1996) position.
 OQ0937
 OQ0937;                    North         East     Units Scale Factor Converg.
 OQ0937;SPC SD S     -   150,069.638   805,528.427   MT  0.99990708   +1 45 29.0
 OQ0937;SPC SD S     -   492,353.47  2,642,804.51   sFT  0.99990708   +1 45 29.0
 OQ0937;UTM  14      - 4,834,363.466   597,983.069   MT  0.99971809   +0 50 20.0
 OQ0937
 OQ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9798334363(NAD 83)
 OQ0937
 OQ0937                          SUPERSEDED SURVEY CONTROL
 OQ0937
 OQ0937  NAD 83(1995)-  43 39 20.94750(N)    097 47 05.54457(W) AD(       ) 3
 OQ0937  NAD 83(1986)-  43 39 20.94795(N)    097 47 05.54152(W) AD(       ) 3
 OQ0937  NAD 27      -  43 39 21.02000(N)    097 47 04.28000(W) AD(       ) 3
 OQ0937  USSD        -  43 39 21.20000(N)    097 47 04.67000(W) AD(       ) 3
 OQ0937
 OQ0937.Superseded values are not recommended for survey control.
 OQ0937
 OQ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0937.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0937
 OQ0937_MARKER: 75 = BELFRY
 OQ0937
 OQ0937  HISTORY     - Date     Condition        Report By
 OQ0937  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0937  HISTORY     - 1935     GOOD             CGS
 OQ0937
 OQ0937                          STATION DESCRIPTION
 OQ0937
 OQ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0937'ST. MARYS CHURCH IS EVIDENTLY THE BUILDING REFERRED TO.  IT WAS
 OQ0937'STANDING IN 1903 AND IS THE LARGEST BUILDING IN THE TOWN.  IT
 OQ0937'HAS HIGH OPEN BELFRY WITH VERY SMALL BELFRY-LIKE ORNAMENTATION
 OQ0937'ON TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0936 ***********************************************************************
 OQ0936  DESIGNATION -  ALEXANDRIA SE PART TOWN ELEV
 OQ0936  PID         -  OQ0936
 OQ0936  STATE/COUNTY-  SD/HANSON
 OQ0936  COUNTRY     -  US
 OQ0936  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0936
 OQ0936                         *CURRENT SURVEY CONTROL
 OQ0936  ______________________________________________________________________
 OQ0936* NAD 83(1996) POSITION- 43 39 06.21083(N) 097 46 56.82076(W)   ADJUSTED
 OQ0936  ______________________________________________________________________
 OQ0936  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 OQ0936  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 OQ0936  HORZ ORDER      -  THIRD
 OQ0936
 OQ0936.The horizontal coordinates were established by classical geodetic methods
 OQ0936.and adjusted by the National Geodetic Survey in January 1998.
 OQ0936
 OQ0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0936.GEOID18 height accuracy estimate available here.
 OQ0936
 OQ0936.Click photographs - Photos may exist for this station.
 OQ0936
 OQ0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0936
 OQ0936. The following values were computed from the NAD 83(1996) position.
 OQ0936
 OQ0936;                    North         East     Units Scale Factor Converg.
 OQ0936;SPC SD S     -   149,621.477   805,738.139   MT  0.99990704   +1 45 35.0
 OQ0936;SPC SD S     -   490,883.13  2,643,492.54   sFT  0.99990704   +1 45 35.0
 OQ0936;UTM  14      - 4,833,912.084   598,185.527   MT  0.99971858   +0 50 25.8
 OQ0936
 OQ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9818533912(NAD 83)
 OQ0936
 OQ0936                          SUPERSEDED SURVEY CONTROL
 OQ0936
 OQ0936  NAD 83(1995)-  43 39 06.22204(N)    097 46 56.80597(W) AD(       ) 3
 OQ0936  NAD 83(1986)-  43 39 06.22377(N)    097 46 56.80028(W) AD(       ) 3
 OQ0936  NAD 27      -  43 39 06.29800(N)    097 46 55.54400(W) AD(       ) 3
 OQ0936  USSD        -  43 39 06.47000(N)    097 46 55.92600(W) AD(       ) 3
 OQ0936
 OQ0936.Superseded values are not recommended for survey control.
 OQ0936
 OQ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0936.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0936
 OQ0936_MARKER: 65 = GRAIN ELEVATOR
 OQ0936
 OQ0936  HISTORY     - Date     Condition        Report By
 OQ0936  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0936  HISTORY     - 1935     GOOD             CGS
 OQ0936
 OQ0936                          STATION DESCRIPTION
 OQ0936
 OQ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0936'THE MOST EASTERLY ELEVATOR, OF THREE, IS STILL STANDING AND HAS
 OQ0936'NOT BEEN CHANGED SINCE 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2287 ***********************************************************************
 PU2287  DESIGNATION -  ALKALI
 PU2287  PID         -  PU2287
 PU2287  STATE/COUNTY-  SD/MEADE
 PU2287  COUNTRY     -  US
 PU2287  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU2287
 PU2287                         *CURRENT SURVEY CONTROL
 PU2287  ______________________________________________________________________
 PU2287* NAD 83(1996) POSITION- 44 25 48.09921(N) 103 10 05.84793(W)   ADJUSTED
 PU2287* NAVD 88 ORTHO HEIGHT -   912.    (meters)     2992.    (feet) SCALED
 PU2287  ______________________________________________________________________
 PU2287  GEOID HEIGHT    -        -16.742 (meters)                     GEOID18
 PU2287  LAPLACE CORR    -         -9.36  (seconds)                    DEFLEC18
 PU2287  HORZ ORDER      -  SECOND
 PU2287
 PU2287.The horizontal coordinates were established by classical geodetic methods
 PU2287.and adjusted by the National Geodetic Survey in January 1998.
 PU2287
 PU2287.The orthometric height was scaled from a topographic map.
 PU2287
 PU2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2287.GEOID18 height accuracy estimate available here.
 PU2287
 PU2287.Click photographs - Photos may exist for this station.
 PU2287
 PU2287.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2287
 PU2287. The following values were computed from the NAD 83(1996) position.
 PU2287
 PU2287;                    North         East     Units Scale Factor Converg.
 PU2287;SPC SD N     -    71,242.128   347,791.055   MT  0.99999747   -2 14 32.4
 PU2287;SPC SD N     -   233,733.55  1,141,044.49   sFT  0.99999747   -2 14 32.4
 PU2287;UTM  13      - 4,921,268.528   645,791.322   MT  0.99986140   +1 16 57.0
 PU2287
 PU2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2287!SPC SD N     -   0.99985957  x   0.99999747  =   0.99985704
 PU2287!UTM  13      -   0.99985957  x   0.99986140  =   0.99972099
 PU2287
 PU2287:                Primary Azimuth Mark                     Grid Az
 PU2287:SPC SD N     -  ALKALI AZ MK 2                           180 23 45.6
 PU2287:UTM  13      -  ALKALI AZ MK 2                           176 52 16.2
 PU2287
 PU2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4579121268(NAD 83)
 PU2287
 PU2287|---------------------------------------------------------------------|
 PU2287| PID    Reference Object                     Distance      Geod. Az  |
 PU2287|                                                           dddmmss.s |
 PU2287| CP9478 ALKALI RM 1                           9.178 METERS 13505     |
 PU2287| CP9477 ALKALI AZ MK 2                                     1780913.2 |
 PU2287| CP9476 ALKALI AZ MK                                       1915439.8 |
 PU2287| CP9479 ALKALI RM 2                           8.927 METERS 20942     |
 PU2287|---------------------------------------------------------------------|
 PU2287
 PU2287                          SUPERSEDED SURVEY CONTROL
 PU2287
 PU2287  NAD 83(1993)-  44 25 48.09152(N)    103 10 05.84965(W) AD(       ) 2
 PU2287  NAD 83(1986)-  44 25 48.08842(N)    103 10 05.85042(W) AD(       ) 2
 PU2287  NAD 27      -  44 25 48.14200(N)    103 10 04.19900(W) AD(       ) 2
 PU2287
 PU2287.Superseded values are not recommended for survey control.
 PU2287
 PU2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2287.See file dsdata.pdf to determine how the superseded data were derived.
 PU2287
 PU2287_MARKER: DS = TRIANGULATION STATION DISK
 PU2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2287_STAMPING: ALKALI 1950
 PU2287_MARK LOGO: CGS
 PU2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2287+STABILITY: SURFACE MOTION
 PU2287
 PU2287  HISTORY     - Date     Condition        Report By
 PU2287  HISTORY     - 1950     MONUMENTED       CGS
 PU2287  HISTORY     - 1960     GOOD             CGS
 PU2287
 PU2287                          STATION DESCRIPTION
 PU2287
 PU2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2287'STATION IS LOCATED ABOUT 17 MILES EAST OF STURGIS, ON A RIDGE
 PU2287'BETWEEN THE BELLE FOURCHE RIVER, BEAR BUTTE CREEK, AND ALKALI
 PU2287'CREEK, 7 FEET SOUTH OF A WITNESS POST, AND ON LAND OWNED BY
 PU2287'MRS. ELIZABETH EXENBERGER.
 PU2287'
 PU2287'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON STATE
 PU2287'HIGHWAYS 24 AND 79 FOR 0.1 MILE TO THE JUNCTION OF THESE
 PU2287'HIGHWAYS.  TURN RIGHT AND GO EAST ON HIGHWAY 24 FOR 4.25
 PU2287'MILES TO A FORK.  BEAR RIGHT AND FOLLOW MAIN ROAD EAST FOR
 PU2287'9.55 MILES TO A SCHOOLHOUSE ON RIGHT.  CONTINUE EAST FOR 3.8
 PU2287'MILES TO A DRIVEWAY ON RIGHT AND THREE GATES ON LEFT.  TURN
 PU2287'LEFT, PASSING THROUGH EAST GATE, AND GO NORTH FOR 0.15 MILE
 PU2287'TO A WIRE GATE AND AZIMUTH MARK ON RIGHT.  CONTINUE NORTH FOR
 PU2287'0.2 MILE TO A FENCE CORNER ON LEFT.  BEAR RIGHT AND GO
 PU2287'NORTHEAST FOR 0.15 MILE TO TOP OF RIDGE AND STATION.
 PU2287'
 PU2287'STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ALKALI
 PU2287'1950.
 PU2287'
 PU2287'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF A WITNESS POST.
 PU2287'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ALKALI
 PU2287'NO 1 1950.
 PU2287'
 PU2287'REFERENCE MARK NO. 2 IS 36 FEET SOUTHWEST OF A WITNESS POST.
 PU2287'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED ALKALI
 PU2287'NO 2 1950.
 PU2287'
 PU2287'AZIMUTH MARK IS 100 YARDS EAST OF A WIRE GATE, 4 FEET WEST OF
 PU2287'A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 PU2287'PROJECTS 5 INCHES, AND THE DISK IS STAMPED ALKALI 1950.
 PU2287'
 PU2287'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2287'CONCRETE CYLINDERS.
 PU2287'
 PU2287'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2287
 PU2287                          STATION RECOVERY (1960)
 PU2287
 PU2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 PU2287'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 PU2287'MARKS WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO THE
 PU2287'REFERENCE MARKS DID NOT CHECK.  THE AZIMUTH MARK WAS HIT BY
 PU2287'FARM MACHINERY AND A NEW AZIMUTH WAS ESTABLISHED.
 PU2287'
 PU2287'THE STATION IS LOCATED 17 MILES EAST OF STURGIS, ON A RIDGE
 PU2287'BETWEEN THE BELLE FOURCHE, BEAR BUTTE CREEK AND ALKALI CREEK.
 PU2287'
 PU2287'TO REACH THE STATION FROM THE POST OFFICE IN STURGIS, GO NORTH
 PU2287'ON STATE HIGHWAYS 34 AND 79 FOR 1 BLOCK, TURN RIGHT AND GO
 PU2287'EASTERLY ON STATE HIGHWAYS FOR 3.7 MILES TO THE JUNCTION OF
 PU2287'34 AND 79, KEEP RIGHT ON 34 AND GO 0.3 MILE TO A SIDE ROAD
 PU2287'RIGHT, TURN RIGHT AND GO 50 FEET TO A SIDE ROAD LEFT, TURN
 PU2287'LEFT AND GO EAST, NORTH AND EAST FOR 5.2 MILES TO FORKS EAST
 PU2287'OF SCHOOLHOUSE, KEEP LEFT FORK AND GO EAST ON GRAVEL ROAD FOR
 PU2287'4.1 MILES TO SCHOOLHOUSE ON THE RIGHT, CONTINUE EAST FOR 3.8
 PU2287'MILES TO FIELD ROAD LEFT, (CONTINUE EAST FOR 0.1 MILE TO THE
 PU2287'AZIMUTH MARK ON THE LEFT) TURN LEFT AND GO NORTH FOR 0.3
 PU2287'MILE TO FENCE CORNER, TURN RIGHT AND GO EAST FOR 0.05 MILE
 PU2287'TO GATE, PASS THROUGH GATE AND GO NORTHEAST FOR 0.05 MILE TO
 PU2287'THE HIGHEST POINT OF THE HILL AND STATION.
 PU2287'
 PU2287'THE STATION MARK IS A STANDARD DISK, STAMPED ALKALI 1950,
 PU2287'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 PU2287'6-INCHES.  IT IS 7 FEET SOUTH OF THE WITNESS POST.
 PU2287'
 PU2287'R.M. 1 IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 PU2287'MONUMENT THAT PROJECTS 6-INCHES AND THE DISK IS STAMPED
 PU2287'ALKALI NO 1 1950.  IT IS 35 FEET SOUTHEAST OF THE WITNESS
 PU2287'POST.
 PU2287'
 PU2287'R.M. 2 IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 PU2287'MONUMENT THAT PROJECTS 5-INCH AND THE DISK IS STAMPED ALKALI
 PU2287'NO 2 1950.  IT IS 37 FEET SOUTHWEST OF THE WITNESS POST.
 PU2287'
 PU2287'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALKALI 1950 1961,
 PU2287'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PU2287'PROJECTS 4-INCHES.  IT IS 40 FEET NORTH OF CENTER OF A GRAVEL
 PU2287'ROAD, 8 FEET SOUTHWEST OF A POWER POLE AND 2 FEET SOUTH OF A
 PU2287'FENCE.  A METAL WITNESS POST WAS SET 2.6 FEET WEST OF THE
 PU2287'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1109 ***********************************************************************
 PT1109  DESIGNATION -  ALLEMAN
 PT1109  PID         -  PT1109
 PT1109  STATE/COUNTY-  SD/HAAKON
 PT1109  COUNTRY     -  US
 PT1109  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT1109
 PT1109                         *CURRENT SURVEY CONTROL
 PT1109  ______________________________________________________________________
 PT1109* NAD 83(1996) POSITION- 44 37 07.46310(N) 101 11 01.63896(W)   ADJUSTED
 PT1109* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 PT1109  ______________________________________________________________________
 PT1109  GEOID HEIGHT    -        -21.939 (meters)                     GEOID18
 PT1109  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 PT1109  HORZ ORDER      -  SECOND
 PT1109
 PT1109.The horizontal coordinates were established by classical geodetic methods
 PT1109.and adjusted by the National Geodetic Survey in January 1998.
 PT1109
 PT1109.The orthometric height was scaled from a topographic map.
 PT1109
 PT1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1109.GEOID18 height accuracy estimate available here.
 PT1109
 PT1109.Click photographs - Photos may exist for this station.
 PT1109
 PT1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1109
 PT1109. The following values were computed from the NAD 83(1996) position.
 PT1109
 PT1109;                    North         East     Units Scale Factor Converg.
 PT1109;SPC SD S     -   254,252.749   532,498.240   MT  1.00005962   -0 35 12.1
 PT1109;SPC SD S     -   834,160.89  1,747,037.98   sFT  1.00005962   -0 35 12.1
 PT1109;UTM  14      - 4,942,918.297   326,745.821   MT  0.99996914   -1 32 03.3
 PT1109
 PT1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1109!SPC SD S     -   0.99990068  x   1.00005962  =   0.99996029
 PT1109!UTM  14      -   0.99990068  x   0.99996914  =   0.99986982
 PT1109
 PT1109:                Primary Azimuth Mark                     Grid Az
 PT1109:SPC SD S     -  ALLEMAN AZ MK 2                          141 43 47.0
 PT1109:UTM  14      -  ALLEMAN AZ MK 2                          142 40 38.2
 PT1109
 PT1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2674542918(NAD 83)
 PT1109
 PT1109|---------------------------------------------------------------------|
 PT1109| PID    Reference Object                     Distance      Geod. Az  |
 PT1109|                                                           dddmmss.s |
 PT1109| CP9481 ALLEMAN AZ MK 2                                    1410834.9 |
 PT1109| CP9480 ALLEMAN AZ MK                                      1411625.3 |
 PT1109| CP9482 ALLEMAN RM 1                         15.064 METERS 15801     |
 PT1109| CP9484 ALLEMAN RM 3                         15.346 METERS 16035     |
 PT1109| PT1113 DEEP CREEK LUTH CHURCH SPIRE        APPROX.14.2 KM 2041704.3 |
 PT1109| CP9483 ALLEMAN RM 2                         15.428 METERS 26516     |
 PT1109| CP9485 ALLEMAN RM 4                         15.438 METERS 26518     |
 PT1109| PT1108 AILEMANS HOUSE CHIMNEY               49.122 METERS 35929     |
 PT1109|---------------------------------------------------------------------|
 PT1109
 PT1109                          SUPERSEDED SURVEY CONTROL
 PT1109
 PT1109  NAD 83(1986)-  44 37 07.45664(N)    101 11 01.64078(W) AD(       ) 2
 PT1109  NAD 27      -  44 37 07.51400(N)    101 11 00.11300(W) AD(       ) 2
 PT1109
 PT1109.Superseded values are not recommended for survey control.
 PT1109
 PT1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1109.See file dsdata.pdf to determine how the superseded data were derived.
 PT1109
 PT1109_MARKER: DS = TRIANGULATION STATION DISK
 PT1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1109_STAMPING: ALLEMAN 1952
 PT1109_MARK LOGO: CGS
 PT1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1109+STABILITY: SURFACE MOTION
 PT1109
 PT1109  HISTORY     - Date     Condition        Report By
 PT1109  HISTORY     - 1952     MONUMENTED       CGS
 PT1109  HISTORY     - 1974     MARK NOT FOUND   USGS
 PT1109  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PT1109
 PT1109                          STATION DESCRIPTION
 PT1109
 PT1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1109'THE STATION IS IN SECTION 35, T 8 N, R 24 E, ABOUT 17 MILES
 PT1109'NORTH AND 7-3/4 MILES WEST OF HAYES, 5-1/2 MILES SOUTH AND 2 MILES
 PT1109'EAST OF THE BRIDGE OVER THE CHEYENNE RIVER ON STATE HIGHWAY
 PT1109'63, 2 MILES WEST OF STATE HIGHWAY 63, 130 FEET SOUTH-SOUTHWEST
 PT1109'OF THE SOUTHWEST CORNER OF MR. C.W. ALLEMANS HOUSE AND 5 FEET
 PT1109'NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1109'
 PT1109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1109'AND STATE HIGHWAY 63 AT KELLARS CORNER, (ABOUT 5 MILES WEST OF
 PT1109'HAYES) GO WEST AND NORTH ON STATE HIGHWAY 63 FOR 13.6 MILES
 PT1109'TO A CROSS ROAD AND A STORE AND SERVICE STATION ON THE RIGHT,
 PT1109'CONTINUE NORTHERLY ON THE HIGHWAY FOR 3 MILES TO A SIDE ROAD
 PT1109'ON THE LEFT, TURN LEFT (WEST) AND FOLLOW THE MAIN DIRT ROAD FOR
 PT1109'1.8 MILES TO A WIRE GATE, GO THROUGH GATE AND CONTINUE WESTERLY
 PT1109'ON A TRACK ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT
 PT1109'AS DESCRIBED, CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.5
 PT1109'MILE TO THE FARM HOME OF MR. ALLEMAN AND THE STATION AS
 PT1109'DESCRIBED.
 PT1109'
 PT1109'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1109'ALLEMAN 1952.
 PT1109'
 PT1109'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED ALLEMAN
 PT1109'NO 1 1952.
 PT1109'
 PT1109'REFERENCE MARK 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PT1109'ALLEMAN NO 2 1952.
 PT1109'
 PT1109'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF THE TRACK
 PT1109'ROAD AND 1 FOOT NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1109'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED ALLEMEN 1952.
 PT1109'
 PT1109'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PT1109
 PT1109                          STATION RECOVERY (1974)
 PT1109
 PT1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 PT1109'NOT FOUND, PROBABLY DESTROYED.
 PT1109
 PT1109                          STATION RECOVERY (1976)
 PT1109
 PT1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PT1109'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE PULLED UP BY
 PT1109'THE PROPERTY OWNER AS HE WAS DAMAGING MACHINERY ON THEM, THE
 PT1109'MONUMENTS WERE RECOVERED AND THE DISKS REMOVED.  THE TOP OF
 PT1109'REFERENCE MARK NO. 2 WAS BROKEN OFF FLUSH WITH THE GROUND, THE DISK
 PT1109'WAS NOT RECOVERED.  THE AZIMUTH MARK WAS FOUND IN POOR
 PT1109'CONDITION, THE EARTH HAD BEEN GRADED AWAY FROM IT, THE DISK WAS
 PT1109'REMOVED AT THIS TIME.  THE UNDERGROUND STATION MARK WAS RECOVERED IN
 PT1109'GOOD CONDITION 30-INCHES BELOW THE SURFACE AND WAS LEFT INTACT, A
 PT1109'NEW SURFACE STATION MARK WAS PLUMBED OVER IT AND SET FLUSH WITH THE
 PT1109'GROUND.  REFERENCE MARKS NO. 3 AND NO. 4, AND A NEW AZIMUTH MARK
 PT1109'WERE SET.  THE DIRECTION TO THE 1952 AZIMUTH MARK CHECKED GOOD.
 PT1109'
 PT1109'A NEW DESCRIPTION FOLLOWS--
 PT1109'
 PT1109'THE STATION IS LOCATED ABOUT 20 MILES NORTH-NORTHWEST OF HAYES AND 2
 PT1109'MILES WEST OF STATE HIGHWAY 63, AT THE CLARK ALLEMAN FARMSTEAD,
 PT1109'IN SEC. 35, T 8 N, R 24 E.
 PT1109'
 PT1109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 63
 PT1109'ABOUT 5 MILES WEST OF HAYES, GO NORTH ON HIGHWAY 63 FOR 10.55 MILES
 PT1109'TO A SIDE ROAD LEFT LEADING WEST TO KIRLEY, CONTINUE NORTH ON
 PT1109'HIGHWAY 63 FOR 2.55 MILES TO A CROSSROAD, CONTINUE NORTH 3.0 MILES
 PT1109'TO A CROSSROAD AND SIGN, CLARK ALLEMAN, TURN LEFT AND GO WEST ON
 PT1109'THE GRADED ROAD FOR 1.85 MILES TO A CATTLE GUARD, CONTINUE WESTERLY
 PT1109'ON THE GRADED ROAD 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 PT1109'CONTINUE NORTHWESTERLY ON THE GRADED ROAD 0.6 MILE TO THE ALLEMAN
 PT1109'FARMSTEAD AND THE STATION AS DESCRIBED.
 PT1109'
 PT1109'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED ALLEMAN
 PT1109'1952, AND IS SET IN THE TOP OF AN IRREGULAR SHAPED MASS OF CONCRETE
 PT1109'30-INCHES BELOW THE GROUND SURFACE.  THE SURFACE STATION MARK IS A
 PT1109'STANDARD DISK STAMPED ALLEMAN 1952 1976, SET IN THE TOP OF A ROUND
 PT1109'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE MARKS ARE 165 FEET
 PT1109'SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BARN, 118.5 FEET
 PT1109'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 63 FEET EAST OF A POWER
 PT1109'POLE, AND 12 FEET EAST OF THE EXTENDED LINE OF THE WEST SIDE OF THE
 PT1109'HOUSE.
 PT1109'
 PT1109'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ALLEMAN 1952 NO 3
 PT1109'1976 SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PT1109'GROUND.  IT IS 206 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PT1109'METAL BARN, AND 86 FEET SOUTHEAST OF THE POWER POLE.
 PT1109'
 PT1109'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ALLEMAN 1952 NO 4
 PT1109'1976 SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PT1109'GROUND.  IT IS 128 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 PT1109'HOUSE, 127.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PT1109'METAL BARN, AND 14 FEET EAST OF THE POWER POLE.
 PT1109'
 PT1109'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALLEMAN 1952 1976, SET IN
 PT1109'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 PT1109'IS IN OPEN PASTURE 31 FEET EAST OF THE CENTER OF THE ROAD.
 PT1109'
 PT1109'THE DISTANCE FROM R.M. NO. 3 TO R.M. NO. 4 IS 79.97 FEET OR 24.374
 PT1109'METERS.
 PT1109'
 PT1109'NOTE--THE DEEP CREEK LUTHERAN CHURCH SPIRE 1952 POSITION IS NO
 PT1109'LONGER VALID.  THE CHURCH WAS MOVED ABOUT 70 FEET TO THE NORTH IN
 PT1109'1954.
 PT1109'
 PT1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES
 PT1109'NNW OF HAYES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2162 ***********************************************************************
 PU2162  DESIGNATION -  ALLEN
 PU2162  PID         -  PU2162
 PU2162  STATE/COUNTY-  SD/MEADE
 PU2162  COUNTRY     -  US
 PU2162  USGS QUAD   -  LEMMON BUTTE (2017)
 PU2162
 PU2162                         *CURRENT SURVEY CONTROL
 PU2162  ______________________________________________________________________
 PU2162* NAD 83(1996) POSITION- 44 56 54.14108(N) 102 21 58.42202(W)   ADJUSTED
 PU2162* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 PU2162  ______________________________________________________________________
 PU2162  GEOID HEIGHT    -        -18.666 (meters)                     GEOID18
 PU2162  LAPLACE CORR    -         -7.34  (seconds)                    DEFLEC18
 PU2162  HORZ ORDER      -  SECOND
 PU2162
 PU2162.The horizontal coordinates were established by classical geodetic methods
 PU2162.and adjusted by the National Geodetic Survey in January 1998.
 PU2162
 PU2162.The orthometric height was scaled from a topographic map.
 PU2162
 PU2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2162.GEOID18 height accuracy estimate available here.
 PU2162
 PU2162.Click photographs - Photos may exist for this station.
 PU2162
 PU2162.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2162
 PU2162. The following values were computed from the NAD 83(1996) position.
 PU2162
 PU2162;                    North         East     Units Scale Factor Converg.
 PU2162;SPC SD N     -   126,634.236   413,300.569   MT  0.99994072   -1 40 28.8
 PU2162;SPC SD N     -   415,465.82  1,355,970.28   sFT  0.99994072   -1 40 28.8
 PU2162;UTM  13      - 4,980,590.096   707,768.058   MT  1.00013084   +1 51 40.8
 PU2162
 PU2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2162!SPC SD N     -   0.99986913  x   0.99994072  =   0.99980986
 PU2162!UTM  13      -   0.99986913  x   1.00013084  =   0.99999995
 PU2162
 PU2162:                Primary Azimuth Mark                     Grid Az
 PU2162:SPC SD N     -  COOPER                                   148 47 34.3
 PU2162:UTM  13      -  COOPER                                   145 15 24.7
 PU2162
 PU2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0776880590(NAD 83)
 PU2162
 PU2162|---------------------------------------------------------------------|
 PU2162| PID    Reference Object                     Distance      Geod. Az  |
 PU2162|                                                           dddmmss.s |
 PU2162| CP9486 ALLEN RM 1                            9.015 METERS 06510     |
 PU2162| PU2148 COOPER                              APPROX.17.5 KM 1470705.5 |
 PU2162| CP9487 ALLEN RM 2                           16.445 METERS 19708     |
 PU2162|---------------------------------------------------------------------|
 PU2162
 PU2162                          SUPERSEDED SURVEY CONTROL
 PU2162
 PU2162  NAD 83(1993)-  44 56 54.13266(N)    102 21 58.42127(W) AD(       ) 2
 PU2162  NAD 83(1986)-  44 56 54.13265(N)    102 21 58.42116(W) AD(       ) 2
 PU2162  NAD 27      -  44 56 54.17960(N)    102 21 56.83960(W) AD(       ) 2
 PU2162
 PU2162.Superseded values are not recommended for survey control.
 PU2162
 PU2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2162.See file dsdata.pdf to determine how the superseded data were derived.
 PU2162
 PU2162_MARKER: DS = TRIANGULATION STATION DISK
 PU2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2162_STAMPING: ALLEN 1962
 PU2162_MARK LOGO: CGS
 PU2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2162+STABILITY: SURFACE MOTION
 PU2162
 PU2162  HISTORY     - Date     Condition        Report By
 PU2162  HISTORY     - 1962     MONUMENTED       CGS
 PU2162
 PU2162                          STATION DESCRIPTION
 PU2162
 PU2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2162'THE STATION IS LOCATED 16-1/2 MILES WEST-SOUTHWEST OF FAITH, 12
 PU2162'1/2 MILES EAST-SOUTHEAST OF MAURINE, ON THE TOP OF A LOW GRASSY
 PU2162'KNOLL ABOUT 0.5 MILE SOUTH OF THE HIGHEST POINT OF A GROUP OF HILLS
 PU2162'WHICH RUN IN A NORTH-SOUTH DIRECTION, IN SECTION 1, R. 14 E.,
 PU2162'T. 11 N., ON PROPERTY OWNED BY MR. ALLEN TALLEY.
 PU2162'
 PU2162'TO REACH THE STATION FROM THE STORE AND FILLING STATION AT MAURINE,
 PU2162'GO EAST ON U.S. HIGHWAY 212 FOR 8.1 MILES TO A SIDE ROAD RIGHT AND
 PU2162'A SIGN OPAL.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 8.6
 PU2162'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 PU2162'FOR 2.0 MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTH AND
 PU2162'EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN
 PU2162'LEFT AND GO NORTH ON A GRADED ROAD FOR 3.2 MILES TO A RANCH
 PU2162'HOUSE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.6
 PU2162'MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE, THENCE TURN
 PU2162'RIGHT THROUGH ANOTHER WIRE GATE AND GO SOUTH AND EAST ON A TRACK
 PU2162'ROAD FOR 0.8 MILE TO THE FOOT OF A GRASSY KNOLL.  TURN RIGHT
 PU2162'AND GO SOUTH ACROSS THE PASTURE FOR 0.2 MILE TO THE TOP OF
 PU2162'THE HILL AND THE STATION AS DESCRIBED.
 PU2162'
 PU2162'TO REACH THE AZIMUTH MARK FROM THE FOOT OF THE STATION HILL GO
 PU2162'SOUTHWEST ON A TRACK ROAD FOR 0.25 MILE, THENCE TURN RIGHT ACROSS
 PU2162'THE OPEN PASTURE FOR 0.05 MILE TO THE MARK AS DESCRIBED.
 PU2162'
 PU2162'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2162'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED ALLEN 1962.
 PU2162'
 PU2162'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2162'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 PU2162'ALLEN NO 1 1962.  IT IS 3 FEET LOWER IN ELEVATION THAN THE
 PU2162'STATION MARK.
 PU2162'
 PU2162'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2162'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED ALLEN
 PU2162'NO 2 1962.  IT IS 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 PU2162'
 PU2162'LEMON AZIMUTH MARK WAS USED FOR THE AZIMUTH MARK FOR THIS STATION.
 PU2162'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 PU2162'WHICH PROJECTS 6 INCHES WITH THE ARROW POINTING TO STATION LEMON
 PU2162'1950-51 AND IS STAMPED LEMON 1950.  IT IS 5 FEET EAST OF A
 PU2162'4 X 4 WHITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0620 ***********************************************************************
 QR0620  DESIGNATION -  ALLISON
 QR0620  PID         -  QR0620
 QR0620  STATE/COUNTY-  SD/BROWN
 QR0620  COUNTRY     -  US
 QR0620  USGS QUAD   -  FREDERICK (2017)
 QR0620
 QR0620                         *CURRENT SURVEY CONTROL
 QR0620  ______________________________________________________________________
 QR0620* NAD 83(1996) POSITION- 45 47 54.05609(N) 098 36 38.68791(W)   ADJUSTED
 QR0620* NAVD 88 ORTHO HEIGHT -   442.    (meters)     1450.    (feet) SCALED
 QR0620  ______________________________________________________________________
 QR0620  GEOID HEIGHT    -        -24.257 (meters)                     GEOID18
 QR0620  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 QR0620  HORZ ORDER      -  FIRST
 QR0620
 QR0620.The horizontal coordinates were established by classical geodetic methods
 QR0620.and adjusted by the National Geodetic Survey in January 1998.
 QR0620
 QR0620.The orthometric height was scaled from a topographic map.
 QR0620
 QR0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0620.GEOID18 height accuracy estimate available here.
 QR0620
 QR0620.Click photographs - Photos may exist for this station.
 QR0620
 QR0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0620
 QR0620. The following values were computed from the NAD 83(1996) position.
 QR0620
 QR0620;                    North         East     Units Scale Factor Converg.
 QR0620;SPC SD N     -   219,294.490   708,003.731   MT  1.00002423   +0 58 59.6
 QR0620;SPC SD N     -   719,468.67  2,322,842.24   sFT  1.00002423   +0 58 59.6
 QR0620;UTM  14      - 5,071,716.736   530,250.087   MT  0.99961125   +0 16 44.6
 QR0620
 QR0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0620!SPC SD N     -   0.99993446  x   1.00002423  =   0.99995869
 QR0620!UTM  14      -   0.99993446  x   0.99961125  =   0.99954574
 QR0620
 QR0620:                Primary Azimuth Mark                     Grid Az
 QR0620:SPC SD N     -  ALLISON AZ MK                            144 30 09.4
 QR0620:UTM  14      -  ALLISON AZ MK                            145 12 24.4
 QR0620
 QR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3025071716(NAD 83)
 QR0620
 QR0620|---------------------------------------------------------------------|
 QR0620| PID    Reference Object                     Distance      Geod. Az  |
 QR0620|                                                           dddmmss.s |
 QR0620| CO4184 ALLISON RM 2                         52.473 METERS 01032     |
 QR0620| CO4182 ALLISON AZ MK                                      1452909.0 |
 QR0620| CO4183 ALLISON RM 1                         69.557 METERS 27602     |
 QR0620|---------------------------------------------------------------------|
 QR0620
 QR0620                          SUPERSEDED SURVEY CONTROL
 QR0620
 QR0620  NAD 83(1986)-  45 47 54.06829(N)    098 36 38.67716(W) AD(       ) 1
 QR0620  NAD 27      -  45 47 54.15400(N)    098 36 37.32400(W) AD(       ) 1
 QR0620
 QR0620.Superseded values are not recommended for survey control.
 QR0620
 QR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0620.See file dsdata.pdf to determine how the superseded data were derived.
 QR0620
 QR0620_MARKER: DS = TRIANGULATION STATION DISK
 QR0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0620_STAMPING: ALLISON 1934
 QR0620_MARK LOGO: CGS
 QR0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0620+STABILITY: SURFACE MOTION
 QR0620
 QR0620  HISTORY     - Date     Condition        Report By
 QR0620  HISTORY     - 1934     MONUMENTED       CGS
 QR0620  HISTORY     - 1971     GOOD             LOCENG
 QR0620
 QR0620                          STATION DESCRIPTION
 QR0620
 QR0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0620'STATION IS LOCATED IN ALLISON TOWNSHIP, IN THE SE 1/4 SEC.
 QR0620'24, T 127 N, R 65 W, ABOUT 5-3/4 MILES WSW OF FREDERICK.
 QR0620'IT IS ABOUT 0.35 MILE N OF THE S LINE, AND 100 FEET E OF W LINE
 QR0620'OF THE ABOVE 1/4 SECTION AND 15 FEET E OF DIM N-S ROAD.
 QR0620'
 QR0620'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0620'BRONZE DISKS SET IN CONCRETE.
 QR0620'
 QR0620'REFERENCE MARK NO. 1 IS W OF STATION ON ROCKY UNCULTIVATED KNOLL.
 QR0620'
 QR0620'REFERENCE MARK NO. 2 IS N OF THE STATION, 6 FEET E OF CENTER
 QR0620'LINE OF N-S DIRT ROAD.
 QR0620'
 QR0620'AZIMUTH MARK IS SE OF STATION, 3 FEET NW OF FENCE CORNER, AND
 QR0620'25 FEET N OF CENTER LINE OF E-W DIRT ROAD.
 QR0620'
 QR0620'TO REACH THE STATION FROM FREDERICK POST OFFICE, GO W ON
 QR0620'MAIN STREET FOR 0.55 MILE TO U.S. HIGHWAY 281, THEN GO N ON U.S.
 QR0620'HIGHWAY 281 FOR 0.15 MILE, THEN W ON GRAVEL ROAD FOR 4 MILES,
 QR0620'THEN S 2 MILES, THEN W 0.5 MILE, THEN S ON DIM PRAIRIE ROAD
 QR0620'FOR (*0.5 MILE CONTINUE S), 0.25 MILE TO TOP OF HILL AND STATION.
 QR0620'
 QR0620'*THE ABOVE ADDITION IN BRACKETS, WAS INSERTED TO CONFORM WITH
 QR0620'RECONNAISSANCE AND QUADRANGLE CHECK.
 QR0620'
 QR0620'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 QR0620
 QR0620                          STATION RECOVERY (1971)
 QR0620
 QR0620'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 QR0620'STATION RECOVERED BY E.H. SCHMIDT CORPORATION.  VERY GOOD.
 QR0620'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0608 ***********************************************************************
 PS0608  DESIGNATION -  ALPENA TANK
 PS0608  PID         -  PS0608
 PS0608  STATE/COUNTY-  SD/JERAULD
 PS0608  COUNTRY     -  US
 PS0608  USGS QUAD   -  ALPENA (2017)
 PS0608
 PS0608                         *CURRENT SURVEY CONTROL
 PS0608  ______________________________________________________________________
 PS0608* NAD 83(1996) POSITION- 44 10 49.82286(N) 098 22 14.63920(W)   ADJUSTED
 PS0608  ______________________________________________________________________
 PS0608  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 PS0608  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 PS0608  HORZ ORDER      -  THIRD
 PS0608
 PS0608.The horizontal coordinates were established by classical geodetic methods
 PS0608.and adjusted by the National Geodetic Survey in January 1998.
 PS0608
 PS0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0608.GEOID18 height accuracy estimate available here.
 PS0608
 PS0608.Click photographs - Photos may exist for this station.
 PS0608
 PS0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0608
 PS0608. The following values were computed from the NAD 83(1996) position.
 PS0608
 PS0608;                    North         East     Units Scale Factor Converg.
 PS0608;SPC SD S     -   207,064.537   756,913.000   MT  0.99995498   +1 21 14.1
 PS0608;SPC SD S     -   679,344.24  2,483,305.40   sFT  0.99995498   +1 21 14.1
 PS0608;UTM  14      - 4,892,114.098   550,297.737   MT  0.99963111   +0 26 18.8
 PS0608
 PS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP5029792114(NAD 83)
 PS0608
 PS0608                          SUPERSEDED SURVEY CONTROL
 PS0608
 PS0608  NAD 83(1986)-  44 10 49.81989(N)    098 22 14.65359(W) AD(       ) 3
 PS0608  NAD 27      -  44 10 49.84800(N)    098 22 13.32800(W) AD(       ) 3
 PS0608
 PS0608.Superseded values are not recommended for survey control.
 PS0608
 PS0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0608.See file dsdata.pdf to determine how the superseded data were derived.
 PS0608
 PS0608_MARKER: 51 = TANK
 PS0608
 PS0608  HISTORY     - Date     Condition        Report By
 PS0608  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0608
 PS0608                          STATION DESCRIPTION
 PS0608
 PS0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0608'POSSIBLY MUNICIPAL WATER TANK, ALPENA.  STATION WAS NOT VISITED.
 PS0608'
 PS0608'STATION WAS OBSERVED UPON FROM ROSE, MILLET, AND CARLYLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0986 ***********************************************************************
 PR0986  DESIGNATION -  ALTAMONT
 PR0986  PID         -  PR0986
 PR0986  STATE/COUNTY-  SD/DEUEL
 PR0986  COUNTRY     -  US
 PR0986  USGS QUAD   -  TUNERVILLE (2017)
 PR0986
 PR0986                         *CURRENT SURVEY CONTROL
 PR0986  ______________________________________________________________________
 PR0986* NAD 83(1996) POSITION- 44 52 39.79734(N) 096 44 08.13163(W)   ADJUSTED
 PR0986* NAVD 88 ORTHO HEIGHT -   573.    (meters)     1880.    (feet) SCALED
 PR0986  ______________________________________________________________________
 PR0986  GEOID HEIGHT    -        -25.328 (meters)                     GEOID18
 PR0986  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 PR0986  HORZ ORDER      -  FIRST
 PR0986
 PR0986.The horizontal coordinates were established by classical geodetic methods
 PR0986.and adjusted by the National Geodetic Survey in January 1998.
 PR0986
 PR0986.The orthometric height was scaled from a topographic map.
 PR0986
 PR0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0986.GEOID18 height accuracy estimate available here.
 PR0986
 PR0986.Click photographs - Photos may exist for this station.
 PR0986
 PR0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0986
 PR0986. The following values were computed from the NAD 83(1996) position.
 PR0986
 PR0986;                    North         East     Units Scale Factor Converg.
 PR0986;SPC SD N     -   121,253.948   857,850.686   MT  0.99994367   +2 18 37.2
 PR0986;SPC SD N     -   397,813.99  2,814,465.13   sFT  0.99994367   +2 18 37.2
 PR0986;UTM  14      - 4,971,861.317   678,849.440   MT  0.99999335   +1 35 53.4
 PR0986
 PR0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0986!SPC SD N     -   0.99991410  x   0.99994367  =   0.99985777
 PR0986!UTM  14      -   0.99991410  x   0.99999335  =   0.99990745
 PR0986
 PR0986:                Primary Azimuth Mark                     Grid Az
 PR0986:SPC SD N     -  ALTAMONT AZ MK                           092 48 54.5
 PR0986:UTM  14      -  ALTAMONT AZ MK                           093 31 38.3
 PR0986
 PR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7884971861(NAD 83)
 PR0986
 PR0986|---------------------------------------------------------------------|
 PR0986| PID    Reference Object                     Distance      Geod. Az  |
 PR0986|                                                           dddmmss.s |
 PR0986| AE3114 ALTAMONT AZ MK                                     0950731.7 |
 PR0986| AE3147 ALTAMONT RM 1                        16.108 METERS 10948     |
 PR0986| PR0982 ALTAMONT LUTH CH SPIRE              APPROX. 5.7 KM 1410319.5 |
 PR0986| AE3148 ALTAMONT RM 2                        18.102 METERS 22421     |
 PR0986| QQ0568 STRANDBURG GRACE LUTH CH CROSS      APPROX.18.2 KM 3534813.9 |
 PR0986|---------------------------------------------------------------------|
 PR0986
 PR0986                          SUPERSEDED SURVEY CONTROL
 PR0986
 PR0986  NAD 83(1986)-  44 52 39.79446(N)    096 44 08.11719(W) AD(       ) 1
 PR0986  NAD 27      -  44 52 39.92088(N)    096 44 06.89201(W) AD(       ) 1
 PR0986
 PR0986.Superseded values are not recommended for survey control.
 PR0986
 PR0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0986.See file dsdata.pdf to determine how the superseded data were derived.
 PR0986
 PR0986_MARKER: DS = TRIANGULATION STATION DISK
 PR0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0986_STAMPING: ALTAMONT 1935
 PR0986_MARK LOGO: CGS
 PR0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0986+STABILITY: SURFACE MOTION
 PR0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0986+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1995
 PR0986
 PR0986  HISTORY     - Date     Condition        Report By
 PR0986  HISTORY     - 1935     MONUMENTED       CGS
 PR0986  HISTORY     - 1968     GOOD             USGS
 PR0986  HISTORY     - 19951002 GOOD             NGS
 PR0986
 PR0986                          STATION DESCRIPTION
 PR0986
 PR0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0986'STATION IS LOCATED 150 YARDS W AND 50 YARDS N OF CENTER OF
 PR0986'S SIDE OF SEC. 5, T 116 N, R 49 W 2-3/4 MILES N AND 2 MILES
 PR0986'W OF ALTAMONT, 9 MILES E AND 1 MILE S OF KRANZBURG.
 PR0986'
 PR0986'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 PR0986'CONCRETE CYLINDERS.  UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 PR0986'DISKS SET IN CONCRETE.
 PR0986'
 PR0986'TO REACH FROM JUNCTION OF U.S. 212 AND 77 GO W ON 212 3.0
 PR0986'MILES.  TURN L, S, ON SECTION LINE ROAD, GO 1.0 MILE.  TURN
 PR0986'L, E, GO 0.35 MILE TO TOP OF RISE.  STATION ON L, N, 50 YARDS
 PR0986'N FROM E-W ROAD.
 PR0986'
 PR0986'REFERENCE MARK NO. 1 IS LOCATED 52.85 FT E OF STATION ON
 PR0986'SLOPE OF RISE.  REFERENCE MARK NO. 2 IS LOCATED 59.39 FT
 PR0986'SW OF STATION ON SLOPE OF RISE.
 PR0986'
 PR0986'AZIMUTH MARK IS LOCATED 0.5 MILE E ON E SECTION LINE ROAD 35
 PR0986'FT S OF CENTER LINE OF ROAD IN FENCE LINE.  STATION IS ON SCHOOL
 PR0986'GROUND.
 PR0986'
 PR0986'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 PR0986
 PR0986                          STATION RECOVERY (1968)
 PR0986
 PR0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0986'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 PR0986'
 PR0986'THE OLD DESCRIPTION IS ADEQUATE.
 PR0986
 PR0986                          STATION RECOVERY (1995)
 PR0986
 PR0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0986'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PR0986'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, THENCE 1.6 KM (1.00 MI)
 PR0986'SOUTHERLY ALONG A GRAVELED ROAD, THENCE 0.6 KM (0.35 MI) EASTERLY
 PR0986'ALONG A GRAVELED ROAD, ON THE HIGHEST POINT OF A HILL, 50.0 M (164.0
 PR0986'FT) NORTH OF THE ROAD CENTER, 18.1 M (59.4 FT) NORTHEAST OF REFERENCE
 PR0986'MARK 2, 16.1 M (52.8 FT) WEST-NORTHEAST OF REFERENCE MARK 2, 6.0 M
 PR0986'(19.7 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.15
 PR0986'M (0.49 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 PR0986'PROPERTY OWNED BY JIM HAAN, RR 4, BOX 73, KRANSBURG, SD 57245.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0982 ***********************************************************************
 PR0982  DESIGNATION -  ALTAMONT LUTH CH SPIRE
 PR0982  PID         -  PR0982
 PR0982  STATE/COUNTY-  SD/DEUEL
 PR0982  COUNTRY     -  US
 PR0982  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0982
 PR0982                         *CURRENT SURVEY CONTROL
 PR0982  ______________________________________________________________________
 PR0982* NAD 83(1996) POSITION- 44 50 15.52166(N) 096 41 24.28977(W)   ADJUSTED
 PR0982  ______________________________________________________________________
 PR0982  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 PR0982  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 PR0982  HORZ ORDER      -  THIRD
 PR0982
 PR0982.The horizontal coordinates were established by classical geodetic methods
 PR0982.and adjusted by the National Geodetic Survey in January 1998.
 PR0982
 PR0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0982.GEOID18 height accuracy estimate available here.
 PR0982
 PR0982.Click photographs - Photos may exist for this station.
 PR0982
 PR0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0982
 PR0982. The following values were computed from the NAD 83(1996) position.
 PR0982
 PR0982;                    North         East     Units Scale Factor Converg.
 PR0982;SPC SD N     -   116,950.213   861,625.620   MT  0.99994602   +2 20 33.2
 PR0982;SPC SD N     -   383,694.16  2,826,850.05   sFT  0.99994602   +2 20 33.2
 PR0982;UTM  14      - 4,967,510.708   682,570.756   MT  1.00000989   +1 37 45.0
 PR0982
 PR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8257067510(NAD 83)
 PR0982
 PR0982                          SUPERSEDED SURVEY CONTROL
 PR0982
 PR0982  NAD 83(1986)-  44 50 15.51927(N)    096 41 24.27503(W) AD(       ) 3
 PR0982  NAD 27      -  44 50 15.65000(N)    096 41 23.06000(W) AD(       ) 3
 PR0982
 PR0982.Superseded values are not recommended for survey control.
 PR0982
 PR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0982.See file dsdata.pdf to determine how the superseded data were derived.
 PR0982
 PR0982_MARKER: 90 = CHURCH SPIRE
 PR0982
 PR0982  HISTORY     - Date     Condition        Report By
 PR0982  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0982
 PR0982                          STATION DESCRIPTION
 PR0982
 PR0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0982'POINT OBSERVED UPON WAS TIP OF SPIRE ON LUTHERAN CHURCH IN TOWN
 PR0982'OF ALTAMONT LOCATED IN W PART OF TOWN AND APPROXIMATELY 80
 PR0982'FT HIGH.  POINT WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 PR0982'ALTAMONT AND GLEN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2146 ***********************************************************************
 NM2146  DESIGNATION -  ALUMAX
 NM2146  PID         -  NM2146
 NM2146  STATE/COUNTY-  SD/YANKTON
 NM2146  COUNTRY     -  US
 NM2146  USGS QUAD   -  MISSION HILL (2017)
 NM2146
 NM2146                         *CURRENT SURVEY CONTROL
 NM2146  ______________________________________________________________________
 NM2146* NAD 83(2011) POSITION- 42 53 13.81261(N) 097 21 27.86862(W)   ADJUSTED
 NM2146* NAD 83(2011) ELLIP HT-   332.985 (meters)        (06/27/12)   ADJUSTED
 NM2146* NAD 83(2011) EPOCH   -  2010.00
 NM2146* NAVD 88 ORTHO HEIGHT -   358.6   (meters)     1177.    (feet) GPS OBS
 NM2146  ______________________________________________________________________
 NM2146  NAVD 88 orthometric height was determined with geoid model    GEOID93
 NM2146  GEOID HEIGHT    -        -25.250 (meters)                     GEOID93
 NM2146  GEOID HEIGHT    -        -25.609 (meters)                     GEOID18
 NM2146  NAD 83(2011) X  -   -599,434.575 (meters)                     COMP
 NM2146  NAD 83(2011) Y  - -4,642,195.011 (meters)                     COMP
 NM2146  NAD 83(2011) Z  -  4,318,552.846 (meters)                     COMP
 NM2146  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 NM2146
 NM2146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2146  Standards:
 NM2146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2146  -------------------------------------------------------------------
 NM2146  NETWORK    1.77   4.68           0.81   0.60   2.39      0.14276877
 NM2146  -------------------------------------------------------------------
 NM2146  Click here for local accuracies and other accuracy information.
 NM2146
 NM2146.The horizontal coordinates were established by GPS observations
 NM2146.and adjusted by the National Geodetic Survey in June 2012.
 NM2146
 NM2146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2146.been affixed to the stable North American tectonic plate. See 
 NM2146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2146
 NM2146.The horizontal coordinates are valid at the epoch date displayed above
 NM2146.which is a decimal equivalence of Year/Month/Day.
 NM2146
 NM2146.The orthometric height was determined by GPS observations and a
 NM2146.high-resolution geoid model.
 NM2146
 NM2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2146.GEOID18 height accuracy estimate available here.
 NM2146
 NM2146.Click photographs - Photos may exist for this station.
 NM2146
 NM2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2146
 NM2146.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2146
 NM2146.The ellipsoidal height was determined by GPS observations
 NM2146.and is referenced to NAD 83.
 NM2146
 NM2146. The following values were computed from the NAD 83(2011) position.
 NM2146
 NM2146;                    North         East     Units Scale Factor Converg.
 NM2146;SPC SD S     -    65,880.777   843,021.153   MT  0.99998769   +2 03 09.8
 NM2146;SPC SD S     -   216,143.85  2,765,811.90   sFT  0.99998769   +2 03 09.8
 NM2146;UTM  14      - 4,749,593.507   634,103.854   MT  0.99982125   +1 07 04.1
 NM2146
 NM2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2146!SPC SD S     -   0.99994778  x   0.99998769  =   0.99993547
 NM2146!UTM  14      -   0.99994778  x   0.99982125  =   0.99976904
 NM2146
 NM2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3410349593(NAD 83)
 NM2146
 NM2146                          SUPERSEDED SURVEY CONTROL
 NM2146
 NM2146  NAD 83(2007)-  42 53 13.81260(N)    097 21 27.86946(W) AD(2002.00) 0
 NM2146  ELLIP H (02/10/07)  333.013  (m)                       GP(2002.00)    
 NM2146  ELLIP H (05/25/04)  333.003  (m)                       GP(       ) 4 2
 NM2146  NAD 83(1996)-  42 53 13.81258(N)    097 21 27.86906(W) AD(       ) 1
 NM2146  ELLIP H (01/23/98)  333.045  (m)                       GP(       ) 4 1
 NM2146  NAD 83(1995)-  42 53 13.81260(N)    097 21 27.86905(W) AD(       ) 1
 NM2146  NAD 83(1986)-  42 53 13.82121(N)    097 21 27.85955(W) AD(       ) 1
 NM2146
 NM2146.Superseded values are not recommended for survey control.
 NM2146
 NM2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2146.See file dsdata.pdf to determine how the superseded data were derived.
 NM2146
 NM2146_MARKER: DD = SURVEY DISK
 NM2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2146_STAMPING: ALUMAX 1993
 NM2146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NM2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2146+STABILITY: SURFACE MOTION
 NM2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2146+SATELLITE: SATELLITE OBSERVATIONS - 1993
 NM2146
 NM2146  HISTORY     - Date     Condition        Report By
 NM2146  HISTORY     - 1993     MONUMENTED       SD3070
 NM2146
 NM2146                          STATION DESCRIPTION
 NM2146
 NM2146'DESCRIBED BY CITY OF YANKTON SOUTH DAKOTA 1993
 NM2146'SET BY CITY OF YANKTON, JUNE, 1993.
 NM2146'STATION IS LOCATED EAST OF YANKTON AT TEE INTERSECTION ALUMAX ROAD AND
 NM2146'A GRAVEL COUNTY ROAD TO THE SOUTH.  THE STATION IS IN THE NORTH
 NM2146'SHOULDER OF ALUMAX ROAD WEST OF THE TEE.  MONUMENT IS A BRASS SURVEY
 NM2146'DISC INSCRIBED ALUMAX 1993 SET IN THE TOP OF A 12 IN. ROUND CONCRETE
 NM2146'POST APPROXIMATELY 5 1/2 FT. DEEP POURED IN PLACE, SET FLUSH WITH THE
 NM2146'GROUND.
 NM2146'TO REACH THE STATION FROM THE YANKTON CITY HALL, GO EAST ON HIGHWAY 50
 NM2146'APPROXIMATELY 2 MILES (3.2 KM) TO A TEE ROAD RUNNING NORTH. TURN LEFT
 NM2146'(NORTH) APPROXIMATELY 0.5 MILES (0.8 KM) TO A TEE INTERSECTION WITH
 NM2146'ALUMAX ROAD.  THE STATION IS NORTHWEST OF THE INTERSECTION IN THE
 NM2146'SLOPING SHOULDER OF THE ROAD.
 NM2146'THIS DESCRIPTION SHOULD BE CONSIDERED PRELIMINARY, AND SHOULD BE
 NM2146'CONFIRMED BY FIELD DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0705 ***********************************************************************
 OQ0705  DESIGNATION -  ALVIN
 OQ0705  PID         -  OQ0705
 OQ0705  STATE/COUNTY-  SD/LINCOLN
 OQ0705  COUNTRY     -  US
 OQ0705  USGS QUAD   -  KLONDIKE (2018)
 OQ0705
 OQ0705                         *CURRENT SURVEY CONTROL
 OQ0705  ______________________________________________________________________
 OQ0705* NAD 83(1996) POSITION- 43 25 01.67551(N) 096 36 02.98943(W)   ADJUSTED
 OQ0705* NAVD 88 ORTHO HEIGHT -   437.06  (+/-2cm)     1433.9   (feet) VERTCON3
 OQ0705  ______________________________________________________________________
 OQ0705  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 OQ0705  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 OQ0705  HORZ ORDER      -  SECOND
 OQ0705  VERT ORDER      -  THIRD ? (See Below)
 OQ0705
 OQ0705.The horizontal coordinates were established by classical geodetic methods
 OQ0705.and adjusted by the National Geodetic Survey in January 1998.
 OQ0705
 OQ0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0705
 OQ0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0705.GEOID18 height accuracy estimate available here.
 OQ0705
 OQ0705.The vertical order pertains to the NGVD 29 superseded value.
 OQ0705
 OQ0705.Click photographs - Photos may exist for this station.
 OQ0705
 OQ0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0705
 OQ0705. The following values were computed from the NAD 83(1996) position.
 OQ0705
 OQ0705;                    North         East     Units Scale Factor Converg.
 OQ0705;SPC SD S     -   127,190.757   902,156.953   MT  0.99991301   +2 34 29.5
 OQ0705;SPC SD S     -   417,291.68  2,959,826.60   sFT  0.99991301   +2 34 29.5
 OQ0705;UTM  14      - 4,809,934.059   694,227.545   MT  1.00006406   +1 38 58.1
 OQ0705
 OQ0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0705!SPC SD S     -   0.99993562  x   0.99991301  =   0.99984863
 OQ0705!UTM  14      -   0.99993562  x   1.00006406  =   0.99999967
 OQ0705
 OQ0705:                Primary Azimuth Mark                     Grid Az
 OQ0705:SPC SD S     -  ALVIN AZ MK                              090 59 48.3
 OQ0705:UTM  14      -  ALVIN AZ MK                              091 55 19.7
 OQ0705
 OQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9422709934(NAD 83)
 OQ0705
 OQ0705|---------------------------------------------------------------------|
 OQ0705| PID    Reference Object                     Distance      Geod. Az  |
 OQ0705|                                                           dddmmss.s |
 OQ0705| CO2077 ALVIN RM 1                           18.233 METERS 01546     |
 OQ0705| OQ0633 LARCHWOOD MUNICIPAL TANK            APPROX.14.0 KM 0734122.2 |
 OQ0705| OQ0706 ALVIN RM 3                           22.833 METERS 07900     |
 OQ0705| CO2076 ALVIN AZ MK                                        0933417.8 |
 OQ0705| OQ0627 OUR SAVIORS LUTH CH STEEPLE         APPROX.11.6 KM 1272113.8 |
 OQ0705| CO2078 ALVIN RM 2                           48.951 METERS 22700     |
 OQ0705| OQ0720 HARRISBURG TANK                     APPROX. 8.1 KM 2805813.3 |
 OQ0705| OQ0749 SIOUX FALLS KIHO MAST SSW OF 4      APPROX.16.9 KM 2974111.0 |
 OQ0705| OQ0751 SIOUX FALLS KIHO MAST 3RD OF 4      APPROX.16.9 KM 2975309.2 |
 OQ0705| OQ0750 SIOUX FALLS KIHO MAST 2ND OF 4      APPROX.16.9 KM 2980505.1 |
 OQ0705| OQ0721 SIOUX FALLS KELO MAST 2ND OF 4      APPROX. 8.4 KM 3392638.7 |
 OQ0705| OQ0722 SIOUX FALLS KELO MAST SE OF 4       APPROX. 8.3 KM 3393207.0 |
 OQ0705| OQ0704 SPRINGDALE LUTH CH STEEPLE          APPROX. 7.3 KM 3545904.3 |
 OQ0705|---------------------------------------------------------------------|
 OQ0705
 OQ0705                          SUPERSEDED SURVEY CONTROL
 OQ0705
 OQ0705  NAD 83(1995)-  43 25 01.67628(N)    096 36 02.98345(W) AD(       ) 2
 OQ0705  NAD 83(1986)-  43 25 01.67799(N)    096 36 02.97449(W) AD(       ) 2
 OQ0705  NAD 27      -  43 25 01.76100(N)    096 36 01.79500(W) AD(       ) 2
 OQ0705  NGVD 29             436.80   (m)         1433.1    (f) LEVELING    3  
 OQ0705
 OQ0705.Superseded values are not recommended for survey control.
 OQ0705
 OQ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0705.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0705
 OQ0705_MARKER: DS = TRIANGULATION STATION DISK
 OQ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0705_STAMPING: ALVIN 1949
 OQ0705_MARK LOGO: CGS
 OQ0705_PROJECTION: FLUSH
 OQ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0705+STABILITY: SURFACE MOTION
 OQ0705
 OQ0705  HISTORY     - Date     Condition        Report By
 OQ0705  HISTORY     - 1949     MONUMENTED       CGS
 OQ0705  HISTORY     - 1966     GOOD             CGS
 OQ0705
 OQ0705                          STATION DESCRIPTION
 OQ0705
 OQ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0705'THE STATION IS LOCATED ABOUT 5 MILES EAST AND 1 MILES SOUTH OF
 OQ0705'HARRISBURG, ON LAND OWNED BY MR. OLE SANDNESS.  IT IS 72 FEET
 OQ0705'NORTH OF THE CENTERLINE OF THE ROAD, 29 FEET NORTH OF A FENCELINE,
 OQ0705'28 FEET EAST OF THE CENTERLINE OF A DRIVE, 22 FEET WEST OF A FENCE
 OQ0705'AND 21 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 OQ0705'ALVIN 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0705'
 OQ0705'REFERENCE MARK NO. 1 IS 57 FEET SOUTH SOUTHEAST OF A CHICKEN HOUSE,
 OQ0705'1 FOOT WEST OF A FENCE AND 1 FOOT NORTHWEST OF A NORTH GATE POST.
 OQ0705'THE MARK IS STAMPED ALVIN NO 1 1949 AND SET FLUSH WITH THE GROUND.
 OQ0705'
 OQ0705'REFERENCE MARK NO. 2 IS 79 FEET WEST OF A POWER LINE POLE, 41
 OQ0705'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A
 OQ0705'FENCE LINE.  THE MARK IS STAMPED ALVIN NO 2 1949 AND IS SET FLUSH
 OQ0705'WITH THE GROUND.
 OQ0705'
 OQ0705'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OQ0705'2 FEET WEST NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 OQ0705'OF THE FENCE.  THE MARK IS STAMPED ALVIN 1949 AND PROJECTS ABOUT
 OQ0705'3 INCHES.
 OQ0705'
 OQ0705'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HARRISBURG, GO
 OQ0705'EAST ON GRAVEL ROAD FOR 4.5 MILE TO A T-ROAD, TURN RIGHT (SOUTH)
 OQ0705'AND GO 1 MILE TO A SIDE ROAD LEFT, TURN LEFT (EAST) AND GO 0.4
 OQ0705'MILE TO STATION ON LEFT AS DESCRIBED.
 OQ0705'
 OQ0705'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.35 MILE
 OQ0705'TO MARK ON RIGHT AS DESCRIBED.
 OQ0705'
 OQ0705'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OQ0705
 OQ0705                          STATION RECOVERY (1966)
 OQ0705
 OQ0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0705'DUE TO CHANGES IN TO REACH, CONDITION OF MARKS, AND MEASUREMENTS,
 OQ0705'A COMPLETE NEW DESCRIPTION FOLLOWS.
 OQ0705'
 OQ0705'STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF HARRISBURG,
 OQ0705'8 MILES NORTH OF CANTON AND ON PROPERTY THAT IS NOW OWNED AND
 OQ0705'OPERATED BY MR. HAROLD DANIELSON.
 OQ0705'
 OQ0705'DUE TO AN OVERHEAD POWERLINE THE TOWER WAS BUILT ECCENTRIC TO THE
 OQ0705'STATION, OVER A NEWLY ESTABLISHED REFERENCE MARK NUMBER
 OQ0705'3.  REFERENCE MARK NUMBER 1 IS OBSTRUCTED BY A HOUSE TRAILER.  A
 OQ0705'SLIGHT DIFFERENCE IN DISTANCE AND DIRECTION TO REFERENCE MARK
 OQ0705'NUMBER 2 WAS NOTED, ALTHOUGH THAT REFERENCE MARK DID NOT APPEAR
 OQ0705'TO HAVE BEEN DISTURBED.
 OQ0705'
 OQ0705'TO REACH STATION FROM THE RAILROAD DEPOT IN HARRISBURG, GO EAST
 OQ0705'ON COUNTY ROUTE 110 FOR 2.4 MILES TO JUNCTION OF STATE ROUTE
 OQ0705'11.  CONTINUE EAST ON ROUTE 110 FOR 2.0 MILES TO BEND IN ROAD.  AT
 OQ0705'THIS POINT, ROAD BECOMES COUNTY ROUTE 135.  GO SOUTH ON ROUTE 135
 OQ0705'FOR 0.9 MILE TO BEND IN ROAD.  CONTINUE ON ROUTE 135, NOW EAST,
 OQ0705'FOR 0.4 MILE TO STATION ON THE LEFT, NORTH SIDE OF HIGHWAY AS
 OQ0705'DESCRIBED.  TO REACH AZIMUTH MARK, CONTINUE EAST ON ROUTE 135
 OQ0705'FOR 0.35 MILE TO AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF
 OQ0705'HIGHWAY AS DESCRIBED.
 OQ0705'
 OQ0705'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET
 OQ0705'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OQ0705'SURFACE OF THE GROUND AND IS STAMPED ALVIN 1949.  IT IS 71 FEET
 OQ0705'NORTH OF CENTER OF COUNTY ROUTE 135, 21.2 FEET WEST OF A FENCELINE
 OQ0705'AND 19.0 FEET NORTH OF A 14 INCH ELM TREE.
 OQ0705'
 OQ0705'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 OQ0705'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OQ0705'SURFACE OF THE GROUND AND IS STAMPED ALVIN NO 1 1949.  IT IS 49
 OQ0705'FEET EAST OF CENTER OF A GRAVEL DRIVEWAY, 26.0 FEET EAST-SOUTHEAST
 OQ0705'OF A POWERLINE POLE WITH TRANSFORMER, 5.3 FEET SOUTH-SOUTHEAST OF
 OQ0705'SOUTHEAST CORNER OF A GARAGE AND 2.3 FEET SOUTH-SOUTHWEST OF A
 OQ0705'GATEPOST.
 OQ0705'
 OQ0705'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 OQ0705'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 OQ0705'AND IS STAMPED ALVIN NO 2 1949.  IT IS 79 FEET WEST OF A POWERLINE
 OQ0705'POLE, 39.5 FEET SOUTH OF CENTER OF COUNTY ROUTE 135 AND 1.0 FEET
 OQ0705'NORTH OF A FENCE LINE.
 OQ0705'
 OQ0705'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET IN
 OQ0705'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE
 OQ0705'SURFACE OF THE GROUND AND IS STAMPED ALVIN 1949 NO 3 1966.  IT IS
 OQ0705'84-1/2 FEET NORTH OF CENTER OF COUNTY ROUTE 135, 45 FEET NORTH OF
 OQ0705'A FENCE LINE, 50 FEET EAST OF ANOTHER FENCELINE AND 58 FEET EAST
 OQ0705'OF A 14 INCH ELM TREE.  WITH SUB-SURFACE REFERENCE
 OQ0705'MARK DISK.
 OQ0705'
 OQ0705'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 OQ0705'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 OQ0705'ALVIN 1949.  IT IS 53.2 FEET WEST OF A POWERLINE POLE, 38 FEET
 OQ0705'SOUTH OF COUNTY ROUTE 135 AND 2.2 FEET WEST-NORTHWEST OF A WOOD
 OQ0705'WITNESS POST.
 OQ0705'
 OQ0705'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NUMBER 3,
 OQ0705'
 OQ0705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0705'4-1/2 MILES EAST-SOUTHEAST OF HARRISBURG.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0706 ***********************************************************************
 OQ0706  DESIGNATION -  ALVIN RM 3
 OQ0706  PID         -  OQ0706
 OQ0706  STATE/COUNTY-  SD/LINCOLN
 OQ0706  COUNTRY     -  US
 OQ0706  USGS QUAD   -  KLONDIKE (2018)
 OQ0706
 OQ0706                         *CURRENT SURVEY CONTROL
 OQ0706  ______________________________________________________________________
 OQ0706* NAD 83(1996) POSITION- 43 25 01.81666(N) 096 36 01.99311(W)   ADJUSTED
 OQ0706* NAVD 88 ORTHO HEIGHT -   436.23  (+/-2cm)     1431.2   (feet) VERTCON3
 OQ0706  ______________________________________________________________________
 OQ0706  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 OQ0706  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 OQ0706  HORZ ORDER      -  FIRST
 OQ0706  VERT ORDER      -  THIRD ? (See Below)
 OQ0706
 OQ0706.The horizontal coordinates were established by classical geodetic methods
 OQ0706.and adjusted by the National Geodetic Survey in January 1998.
 OQ0706
 OQ0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0706
 OQ0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0706.GEOID18 height accuracy estimate available here.
 OQ0706
 OQ0706.The vertical order pertains to the NGVD 29 superseded value.
 OQ0706
 OQ0706.Click photographs - Photos may exist for this station.
 OQ0706
 OQ0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0706
 OQ0706. The following values were computed from the NAD 83(1996) position.
 OQ0706
 OQ0706;                    North         East     Units Scale Factor Converg.
 OQ0706;SPC SD S     -   127,196.115   902,179.146   MT  0.99991301   +2 34 30.2
 OQ0706;SPC SD S     -   417,309.25  2,959,899.41   sFT  0.99991301   +2 34 30.2
 OQ0706;UTM  14      - 4,809,939.059   694,249.826   MT  1.00006417   +1 38 58.8
 OQ0706
 OQ0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0706!SPC SD S     -   0.99993575  x   0.99991301  =   0.99984876
 OQ0706!UTM  14      -   0.99993575  x   1.00006417  =   0.99999991
 OQ0706
 OQ0706:                Primary Azimuth Mark                     Grid Az
 OQ0706:SPC SD S     -  GROTEWOLD RM A                           065 28 41.6
 OQ0706:UTM  14      -  GROTEWOLD RM A                           066 24 13.0
 OQ0706
 OQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9424909939(NAD 83)
 OQ0706
 OQ0706|---------------------------------------------------------------------|
 OQ0706| PID    Reference Object                     Distance      Geod. Az  |
 OQ0706|                                                           dddmmss.s |
 OQ0706| OQ0634 GROTEWOLD RM A                      APPROX.16.5 KM 0680311.8 |
 OQ0706| OQ0705 ALVIN                                22.833 METERS 25900     |
 OQ0706|---------------------------------------------------------------------|
 OQ0706
 OQ0706                          SUPERSEDED SURVEY CONTROL
 OQ0706
 OQ0706  NAD 83(1995)-  43 25 01.81743(N)    096 36 01.98713(W) AD(       ) 1
 OQ0706  NAD 83(1986)-  43 25 01.81911(N)    096 36 01.97837(W) AD(       ) 1
 OQ0706  NAD 27      -  43 25 01.90181(N)    096 36 00.79885(W) AD(       ) 1
 OQ0706  NGVD 29             435.97   (m)         1430.3    (f) LEVELING    3  
 OQ0706
 OQ0706.Superseded values are not recommended for survey control.
 OQ0706
 OQ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0706.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0706
 OQ0706_MARKER: DR = REFERENCE MARK DISK
 OQ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0706_STAMPING: ALVIN 1949 NO 3 1966
 OQ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0706+STABILITY: SURFACE MOTION
 OQ0706
 OQ0706  HISTORY     - Date     Condition        Report By
 OQ0706  HISTORY     - 1966     MONUMENTED       CGS
 OQ0706
 OQ0706                          STATION DESCRIPTION
 OQ0706
 OQ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0706'STATION WAS ESTABLISHED DUE TO POWER LINES OVER ALVIN 1949.  STATION
 OQ0706'IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF HARRISBURG, 8 MILES
 OQ0706'NORTH OF CANTON AND ON PROPERTY THAT IS NOW OWNED BY MR. HAROLD
 OQ0706'DANIELSON.  IT IS IN THE SOUTH 1/2 OF SEC.2,T.99N.,
 OQ0706'
 OQ0706'TO REACH STATION FROM THE RAILROAD DEPOT IN HARRISBURG, GO EAST
 OQ0706'ON COUNTY ROUTE 110 FOR 2.4 MILES TO JUNCTION OF STATE ROUTE
 OQ0706'11.  CONTINUE EAST ON ROUTE 110 FOR 2.0 MILES TO BEND IN ROAD.  AT
 OQ0706'THIS POINT ROAD BECOMES COUNTY ROUTE 135.  GO SOUTH ON ROUTE 135
 OQ0706'FOR 0.9 MILE TO BEND IN ROAD.  CONTINUE ON ROUTE 135, NOW EAST, FOR
 OQ0706'0.4 MILE TO STATION ON THE LEFT, NORTH SIDE OF THE HIGHWAY AS
 OQ0706'DESCRIBED.
 OQ0706'
 OQ0706'STATION MARK IS A REFERENCE MARK DISK, SET IN TOP OF A ROUND
 OQ0706'CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF THE
 OQ0706'GROUND.  A SUB-SURFACE REFERENCE MARK DISK WAS ALSO SET, BELOW
 OQ0706'THE MONUMENT.  IT IS STAMPED ALVIN 1949 NO 3 1966, AND IS 84-1/2
 OQ0706'FEET NORTH OF CENTER OF COUNTY ROUTE 135, 45 FEET NORTH OF A
 OQ0706'FENCELINE, 50 FEET EAST OF ANOTHER FENCELINE AND 58 FEET EAST OF
 OQ0706'A 14 INCH ELM TREE.
 OQ0706'
 OQ0706'ALVIN 1949 IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 OQ0706'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 OQ0706'OF THE GROUND AND IS STAMPED ALVIN 1949.  IT IS 71 FEET NORTH OF
 OQ0706'CENTER OF COUNTY ROUTE 135, 21.2 FEET WEST OF A FENCELINE AND 19.0
 OQ0706'FEET NORTH OF A 14 INCH ELM TREE.
 OQ0706'
 OQ0706'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ALVIN
 OQ0706'1949, DISTANCE BEING SHOWN ABOVE.
 OQ0706'
 OQ0706'HEIGHT OF LIGHT ABOVE STATION MARK PLATE 22.49 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0993 ***********************************************************************
 PR0993  DESIGNATION -  AMES
 PR0993  PID         -  PR0993
 PR0993  STATE/COUNTY-  SD/DEUEL
 PR0993  COUNTRY     -  US
 PR0993  USGS QUAD   -  ASTORIA (2017)
 PR0993
 PR0993                         *CURRENT SURVEY CONTROL
 PR0993  ______________________________________________________________________
 PR0993* NAD 83(1996) POSITION- 44 33 51.28363(N) 096 34 19.59813(W)   ADJUSTED
 PR0993* NAVD 88 ORTHO HEIGHT -   595.    (meters)     1952.    (feet) SCALED
 PR0993  ______________________________________________________________________
 PR0993  GEOID HEIGHT    -        -25.291 (meters)                     GEOID18
 PR0993  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 PR0993  HORZ ORDER      -  SECOND
 PR0993
 PR0993.The horizontal coordinates were established by classical geodetic methods
 PR0993.and adjusted by the National Geodetic Survey in January 1998.
 PR0993
 PR0993.The orthometric height was scaled from a topographic map.
 PR0993
 PR0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0993.GEOID18 height accuracy estimate available here.
 PR0993
 PR0993.Click photographs - Photos may exist for this station.
 PR0993
 PR0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0993
 PR0993. The following values were computed from the NAD 83(1996) position.
 PR0993
 PR0993;                    North         East     Units Scale Factor Converg.
 PR0993;SPC SD N     -    86,984.963   872,230.829   MT  0.99997500   +2 25 33.8
 PR0993;SPC SD N     -   285,383.17  2,861,643.98   sFT  0.99997500   +2 25 33.8
 PR0993;UTM  14      - 4,937,412.749   692,800.634   MT  1.00005714   +1 42 15.1
 PR0993
 PR0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0993!SPC SD N     -   0.99991064  x   0.99997500  =   0.99988564
 PR0993!UTM  14      -   0.99991064  x   1.00005714  =   0.99996777
 PR0993
 PR0993:                Primary Azimuth Mark                     Grid Az
 PR0993:SPC SD N     -  TORONTO MUNICIPAL TANK                   276 30 05.0
 PR0993:UTM  14      -  TORONTO MUNICIPAL TANK                   277 13 23.7
 PR0993
 PR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9280037412(NAD 83)
 PR0993
 PR0993|---------------------------------------------------------------------|
 PR0993| PID    Reference Object                     Distance      Geod. Az  |
 PR0993|                                                           dddmmss.s |
 PR0993| CO7767 AMES RM 2                            42.164 METERS 04344     |
 PR0993| PR0999 TORONTO MUNICIPAL TANK              APPROX. 5.7 KM 2785538.8 |
 PR0993| CO7766 AMES RM 1                            31.553 METERS 35516     |
 PR0993|---------------------------------------------------------------------|
 PR0993
 PR0993                          SUPERSEDED SURVEY CONTROL
 PR0993
 PR0993  NAD 83(1986)-  44 33 51.28098(N)    096 34 19.57893(W) AD(       ) 2
 PR0993  NAD 27      -  44 33 51.41069(N)    096 34 18.39311(W) AD(       ) 2
 PR0993
 PR0993.Superseded values are not recommended for survey control.
 PR0993
 PR0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0993.See file dsdata.pdf to determine how the superseded data were derived.
 PR0993
 PR0993_MARKER: DD = SURVEY DISK
 PR0993_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0993+WITH SETTING: INFORMATION.
 PR0993_STAMPING: ET AMES 1968
 PR0993_MARK LOGO: USGS
 PR0993_PROJECTION: FLUSH
 PR0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0993
 PR0993  HISTORY     - Date     Condition        Report By
 PR0993  HISTORY     - 1968     MONUMENTED       USGS
 PR0993
 PR0993                          STATION DESCRIPTION
 PR0993
 PR0993'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0993'STATION IS LOCATED ABOUT 3.5 MI E. AND 0.5 MI S. OF THE TOWN
 PR0993'OF TORONTO, NEAR THE CENTER OF SEC. 27, T. 113 N., R. 48 W.
 PR0993'
 PR0993'TO REACH FROM POST OFFICE IN TORONTO, GO E. ON STATE HWY. 28,
 PR0993'3.0 MI TO CROSSROADS, TURN RIGHT (S.), GO 0.4 MI TO FARM
 PR0993'LANE ON LEFT (E.), TURN LEFT (E.) AND PROCEED PAST FARMHOUSE,
 PR0993'THROUGH BARN LOT N. OF BARN, THENCE S. AND E. ALONG FENCE
 PR0993'LINES 0.5 MI TO FENCE COR. AT CENTER OF SEC. AND STATION ON
 PR0993'RIGHT (S.).
 PR0993'
 PR0993'STATION IS 105.1 FT S. OF E.-W. FENCE, 105.9 FT W. OF N.-S.
 PR0993'FENCE, AND 6.0 FT N. OF USGS WITNESS POST, AND IS STAMPED
 PR0993'ET AMES 1968.
 PR0993'
 PR0993'REFERENCE MARK NO. 1 IS 2.0 FT S. OF E.-W. FENCE, 105.9 FT W.
 PR0993'OF N.-S. FENCE, AND IS STAMPED AMES NO. 1 1968.
 PR0993'
 PR0993'REFERENCE MARK NO. 2 IS NE. OF STATION, 3.5 FT SW. OF FENCE
 PR0993'COR., AND IS STAMPED AMES NO. 2 1968.
 PR0993'
 PR0993'NO AZIMUTH MARK WAS SET.  DIRECTION WAS OBSERVED TO TORONTO
 PR0993'MWT.
 PR0993'
 PR0993'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0993'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DRAIN TILE
 PR0993'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0464 ***********************************************************************
 QQ0464  DESIGNATION -  AMHERST
 QQ0464  PID         -  QQ0464
 QQ0464  STATE/COUNTY-  SD/MARSHALL
 QQ0464  COUNTRY     -  US
 QQ0464  USGS QUAD   -  SPAIN (2017)
 QQ0464
 QQ0464                         *CURRENT SURVEY CONTROL
 QQ0464  ______________________________________________________________________
 QQ0464* NAD 83(1996) POSITION- 45 42 14.52813(N) 097 51 18.48926(W)   ADJUSTED
 QQ0464* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 QQ0464  ______________________________________________________________________
 QQ0464  GEOID HEIGHT    -        -25.146 (meters)                     GEOID18
 QQ0464  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 QQ0464  HORZ ORDER      -  FIRST
 QQ0464
 QQ0464.The horizontal coordinates were established by classical geodetic methods
 QQ0464.and adjusted by the National Geodetic Survey in January 1998.
 QQ0464
 QQ0464.The orthometric height was scaled from a topographic map.
 QQ0464
 QQ0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0464.GEOID18 height accuracy estimate available here.
 QQ0464
 QQ0464.Click photographs - Photos may exist for this station.
 QQ0464
 QQ0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0464
 QQ0464. The following values were computed from the NAD 83(1996) position.
 QQ0464
 QQ0464;                    North         East     Units Scale Factor Converg.
 QQ0464;SPC SD N     -   210,097.590   767,013.011   MT  1.00000406   +1 31 04.8
 QQ0464;SPC SD N     -   689,295.18  2,516,441.85   sFT  1.00000406   +1 31 04.8
 QQ0464;UTM  14      - 5,061,802.004   589,120.803   MT  0.99969765   +0 49 10.1
 QQ0464
 QQ0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0464!SPC SD N     -   0.99994135  x   1.00000406  =   0.99994541
 QQ0464!UTM  14      -   0.99994135  x   0.99969765  =   0.99963902
 QQ0464
 QQ0464:                Primary Azimuth Mark                     Grid Az
 QQ0464:SPC SD N     -  AMHERST AZ MK                            086 32 27.2
 QQ0464:UTM  14      -  AMHERST AZ MK                            087 14 21.9
 QQ0464
 QQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8912061802(NAD 83)
 QQ0464
 QQ0464|---------------------------------------------------------------------|
 QQ0464| PID    Reference Object                     Distance      Geod. Az  |
 QQ0464|                                                           dddmmss.s |
 QQ0464| CO4190 AMHERST AZ MK                                      0880332.0 |
 QQ0464| CO4191 AMHERST RM 1                         24.793 METERS 17334     |
 QQ0464| CO4192 AMHERST RM 2                         23.162 METERS 29430     |
 QQ0464|---------------------------------------------------------------------|
 QQ0464
 QQ0464                          SUPERSEDED SURVEY CONTROL
 QQ0464
 QQ0464  NAD 83(1986)-  45 42 14.52183(N)    097 51 18.48330(W) AD(       ) 1
 QQ0464  NAD 27      -  45 42 14.70575(N)    097 51 17.10396(W) AD(       ) 1
 QQ0464
 QQ0464.Superseded values are not recommended for survey control.
 QQ0464
 QQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0464.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0464
 QQ0464_MARKER: DS = TRIANGULATION STATION DISK
 QQ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0464_STAMPING: AMHERST 1952
 QQ0464_MARK LOGO: CGS
 QQ0464_PROJECTION: FLUSH
 QQ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0464+STABILITY: SURFACE MOTION
 QQ0464
 QQ0464  HISTORY     - Date     Condition        Report By
 QQ0464  HISTORY     - 1952     MONUMENTED       CGS
 QQ0464
 QQ0464                          STATION DESCRIPTION
 QQ0464
 QQ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0464'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF BRITTON, 7 MILES
 QQ0464'NORTH-NORTHWEST OF LANGFORD, IN SECTION 24, T 126 N, R 59 W, ON
 QQ0464'LAND OWNED BY LOREN HEMEN, 39 FEET WEST OF THE CENTER OF A TRACK
 QQ0464'ROAD, 37 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 26
 QQ0464'FEET SOUTH-SOUTHWEST OF A FENCE CORNER, AND 10 FEET WEST OF A
 QQ0464'4 X 4 INCH WITNESS POST.
 QQ0464'
 QQ0464'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 QQ0464'25 IN BRITTON, GO SOUTH ON HIGHWAY 25 FOR 6.3 MILES TO A CROSS
 QQ0464'ROAD, TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 4.55 MILES TO THE
 QQ0464'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.5 MILE TO A CROSS
 QQ0464'ROAD AND STATION ON THE LEFT.
 QQ0464'
 QQ0464'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0464'STAMPED AMHERST 1952.
 QQ0464'
 QQ0464'REFERENCE MARK 1 IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QQ0464'THE BARN AND 2 FEET WEST OF A WIRE FENCE.  THE MARK IS FLUSH WITH
 QQ0464'THE GROUND, AND THE DISK IS STAMPED AMHERST NO 1 1952.
 QQ0464'
 QQ0464'REFERENCE MARK 2 IS 60 FEET NORTH OF THE NORTHEAST CORNER OF THE
 QQ0464'BARN AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE
 QQ0464'GROUND, AND THE DISK IS STAMPED AMHERST NO 2 1952.
 QQ0464'
 QQ0464'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF A GRAVELED
 QQ0464'ROAD, 3 FEET WEST OF A FENCE CORNER, 3 FEET WEST OF A 4 X 4 INCH
 QQ0464'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 QQ0464'2 INCHES, AND THE DISK IS STAMPED AMHERST 1952.
 QQ0464'
 QQ0464'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2094 ***********************************************************************
 NM2094  DESIGNATION -  ANCHOR
 NM2094  PID         -  NM2094
 NM2094  STATE/COUNTY-  SD/YANKTON
 NM2094  COUNTRY     -  US
 NM2094  USGS QUAD   -  YANKTON (2017)
 NM2094
 NM2094                         *CURRENT SURVEY CONTROL
 NM2094  ______________________________________________________________________
 NM2094* NAD 83(1986) POSITION- 42 53 45.     (N) 097 23 32.     (W)   SCALED
 NM2094* NAVD 88 ORTHO HEIGHT -   387.593 (meters)     1271.63  (feet) ADJUSTED
 NM2094  ______________________________________________________________________
 NM2094  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 NM2094  DYNAMIC HEIGHT  -        387.482 (meters)     1271.26  (feet) COMP
 NM2094  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 NM2094
 NM2094  VERT ORDER      -  FIRST     CLASS II
 NM2094
 NM2094.The horizontal coordinates were scaled from a map and have
 NM2094.an estimated accuracy of +/- 6 seconds.
 NM2094
 NM2094.The orthometric height was determined by differential leveling and
 NM2094.adjusted by the NATIONAL GEODETIC SURVEY
 NM2094.in June 1994.
 NM2094
 NM2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2094.GEOID18 height accuracy estimate available here.
 NM2094
 NM2094.Click photographs - Photos may exist for this station.
 NM2094
 NM2094.The dynamic height is computed by dividing the NAVD 88
 NM2094.geopotential number by the normal gravity value computed on the
 NM2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2094.degrees latitude (g = 980.6199 gals.).
 NM2094
 NM2094.The modeled gravity was interpolated from observed gravity values.
 NM2094
 NM2094;                    North         East    Units  Estimated Accuracy
 NM2094;SPC SD S     -    66,740.      840,170.      MT  (+/- 180 meters Scaled)
 NM2094
 NM2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312505(NAD 83)
 NM2094
 NM2094                          SUPERSEDED SURVEY CONTROL
 NM2094
 NM2094.No superseded survey control is available for this station.
 NM2094
 NM2094_MARKER: DS = TRIANGULATION STATION DISK
 NM2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2094_STAMPING: ANCHOR 1993
 NM2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2094+STABILITY: SURFACE MOTION
 NM2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2094+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2094
 NM2094  HISTORY     - Date     Condition        Report By
 NM2094  HISTORY     - 1993     MONUMENTED       SD3070
 NM2094  HISTORY     - 19930908 GOOD             NGS
 NM2094  HISTORY     - 20120323 GOOD             INDIV
 NM2094
 NM2094                          STATION DESCRIPTION
 NM2094
 NM2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2094'IN YANKTON, AT THE INTERSECTION OF ANCHOR DRIVE AND DOUGLAS AVENUE,
 NM2094'12.8 M (42.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 NM2094'2312, 10.0 M (32.8 FT) NORTH OF THE DRIVE CENTERLINE, 6.8 M (22.3 FT)
 NM2094'EAST OF THE AVENUE CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 NM2094'AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2094
 NM2094                          STATION RECOVERY (2012)
 NM2094
 NM2094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0686 ***********************************************************************
 PS0686  DESIGNATION -  ANDERSON
 PS0686  PID         -  PS0686
 PS0686  STATE/COUNTY-  SD/BUFFALO
 PS0686  COUNTRY     -  US
 PS0686  USGS QUAD   -  DRY RUN (2017)
 PS0686
 PS0686                         *CURRENT SURVEY CONTROL
 PS0686  ______________________________________________________________________
 PS0686* NAD 83(1996) POSITION- 44 05 14.09423(N) 099 05 05.32361(W)   ADJUSTED
 PS0686* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PS0686  ______________________________________________________________________
 PS0686  GEOID HEIGHT    -        -25.009 (meters)                     GEOID18
 PS0686  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 PS0686  HORZ ORDER      -  SECOND
 PS0686
 PS0686.The horizontal coordinates were established by classical geodetic methods
 PS0686.and adjusted by the National Geodetic Survey in January 1998.
 PS0686
 PS0686.The orthometric height was scaled from a topographic map.
 PS0686
 PS0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0686.GEOID18 height accuracy estimate available here.
 PS0686
 PS0686.Click photographs - Photos may exist for this station.
 PS0686
 PS0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0686
 PS0686. The following values were computed from the NAD 83(1996) position.
 PS0686
 PS0686;                    North         East     Units Scale Factor Converg.
 PS0686;SPC SD S     -   195,600.223   699,982.539   MT  0.99994032   +0 51 40.7
 PS0686;SPC SD S     -   641,731.73  2,296,526.05   sFT  0.99994032   +0 51 40.7
 PS0686;UTM  14      - 4,881,566.899   493,210.236   MT  0.99960057   -0 03 32.4
 PS0686
 PS0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0686!SPC SD S     -   0.99991543  x   0.99994032  =   0.99985576
 PS0686!UTM  14      -   0.99991543  x   0.99960057  =   0.99951604
 PS0686
 PS0686:                Primary Azimuth Mark                     Grid Az
 PS0686:SPC SD S     -  ANDERSON AZ MK                           191 43 02.0
 PS0686:UTM  14      -  ANDERSON AZ MK                           192 38 15.1
 PS0686
 PS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9321081566(NAD 83)
 PS0686
 PS0686|---------------------------------------------------------------------|
 PS0686| PID    Reference Object                     Distance      Geod. Az  |
 PS0686|                                                           dddmmss.s |
 PS0686| CO4198 ANDERSON RM 2                        23.851 METERS 01715     |
 PS0686| CO4197 ANDERSON RM 1                        24.625 METERS 11223     |
 PS0686| CO4196 ANDERSON AZ MK                                     1923442.7 |
 PS0686|---------------------------------------------------------------------|
 PS0686
 PS0686                          SUPERSEDED SURVEY CONTROL
 PS0686
 PS0686  NAD 83(1986)-  44 05 14.09287(N)    099 05 05.33057(W) AD(       ) 2
 PS0686  NAD 27      -  44 05 14.12200(N)    099 05 03.97800(W) AD(       ) 2
 PS0686
 PS0686.Superseded values are not recommended for survey control.
 PS0686
 PS0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0686.See file dsdata.pdf to determine how the superseded data were derived.
 PS0686
 PS0686_MARKER: DS = TRIANGULATION STATION DISK
 PS0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0686_STAMPING: ANDERSON 1948
 PS0686_MARK LOGO: CGS
 PS0686_PROJECTION: FLUSH
 PS0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0686+STABILITY: SURFACE MOTION
 PS0686
 PS0686  HISTORY     - Date     Condition        Report By
 PS0686  HISTORY     - 1948     MONUMENTED       CGS
 PS0686
 PS0686                          STATION DESCRIPTION
 PS0686
 PS0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0686'THE STATION IS ABOUT 3-1/2 MILES NORTH AND 5 MILES WEST OF
 PS0686'GANN VALLEY, 0.4 MILE SOUTH OF A WHITE SCHOOL HOUSE AND 0.15
 PS0686'MILE EAST OF A DIRT ROAD.  THE MARK IS SET FLUSH AND THE
 PS0686'DISK IS STAMPED ANDERSON 1948.  IT IS 7 FEET EAST-NORTHEAST
 PS0686'OF A WHITE WITNESS POST.
 PS0686'
 PS0686'REFERENCE MARK NO. 1 IS 80.79 FEET EAST OF THE STATION.  THE
 PS0686'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ANDERSON NO 1
 PS0686'1948.
 PS0686'
 PS0686'REFERENCE MARK NO. 2 IS 75.28 FEET NORTH OF AND ABOUT 4 FEET
 PS0686'LOWER THAN THE STATION.  THE MARK PROJECTS 6 INCHES AND THE
 PS0686'DISK IS STAMPED ANDERSON NO 2 1948.
 PS0686'
 PS0686'THE AZIMUTH MARK IS ABOUT 0.5 SOUTH-SOUTHEAST OF THE STATION,
 PS0686'35 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 5.5 FEET EAST
 PS0686'OF A NORTH-SOUTH FENCE LINE, AND 2.5 FEET EAST OF A WHITE
 PS0686'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PS0686'STAMPED ANDERSON 1948.
 PS0686'
 PS0686'TO REACH THE STATION FROM FORT THOMPSON, FROM THE CROSS-ROADS
 PS0686'JUST EAST OF TOWN, GO NORTH-NORTHWEST FOR 1.65 MILE ON STATE
 PS0686'HIGHWAY 47.  TURN RIGHT AND GO EAST FOR 17.6 MILES TO A SIDE
 PS0686'ROAD LEFT.  TURN LEFT AND GO NORTH 0.3 MILE TO AZIMUTH MARK
 PS0686'ON LEFT AS DESCRIBED.  CONTINUE ON NORTH 0.2 MILE TO A WIRE
 PS0686'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND GO NORTH
 PS0686'AND NORTHEAST FOR 0.35 MILE TO HIGHEST POINT AND STATION AS
 PS0686'DESCRIBED.
 PS0686'
 PS0686'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0376 ***********************************************************************
 QT0376  DESIGNATION -  ANDERSON
 QT0376  PID         -  QT0376
 QT0376  STATE/COUNTY-  SD/PERKINS
 QT0376  COUNTRY     -  US
 QT0376  USGS QUAD   -  LEMMON (2017)
 QT0376
 QT0376                         *CURRENT SURVEY CONTROL
 QT0376  ______________________________________________________________________
 QT0376* NAD 83(1996) POSITION- 45 53 39.50288(N) 102 13 10.17139(W)   ADJUSTED
 QT0376* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 QT0376  ______________________________________________________________________
 QT0376  GEOID HEIGHT    -        -18.758 (meters)                     GEOID18
 QT0376  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 QT0376  HORZ ORDER      -  SECOND
 QT0376
 QT0376.The horizontal coordinates were established by classical geodetic methods
 QT0376.and adjusted by the National Geodetic Survey in January 1998.
 QT0376
 QT0376.The orthometric height was scaled from a topographic map.
 QT0376
 QT0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0376.GEOID18 height accuracy estimate available here.
 QT0376
 QT0376.Click photographs - Photos may exist for this station.
 QT0376
 QT0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0376
 QT0376. The following values were computed from the NAD 83(1996) position.
 QT0376
 QT0376;                    North         East     Units Scale Factor Converg.
 QT0376;SPC SD N     -   231,394.904   427,757.142   MT  1.00004756   -1 34 14.9
 QT0376;SPC SD N     -   759,168.11  1,403,399.89   sFT  1.00004756   -1 34 14.9
 QT0376;UTM  13      - 5,086,064.123   715,708.200   MT  1.00017206   +1 59 50.4
 QT0376
 QT0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0376!SPC SD N     -   0.99987872  x   1.00004756  =   0.99992627
 QT0376!UTM  13      -   0.99987872  x   1.00017206  =   1.00005076
 QT0376
 QT0376:                Primary Azimuth Mark                     Grid Az
 QT0376:SPC SD N     -  ANDERSON AZ MK                           138 53 23.0
 QT0376:UTM  13      -  ANDERSON AZ MK                           135 19 17.7
 QT0376
 QT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1570886064(NAD 83)
 QT0376
 QT0376|---------------------------------------------------------------------|
 QT0376| PID    Reference Object                     Distance      Geod. Az  |
 QT0376|                                                           dddmmss.s |
 QT0376| CQ6952 ANDERSON RM 1                         9.711 METERS 04239     |
 QT0376| CQ6951 ANDERSON AZ MK                                     1371908.1 |
 QT0376| CQ6953 ANDERSON RM 2                         8.084 METERS 26410     |
 QT0376|---------------------------------------------------------------------|
 QT0376
 QT0376                          SUPERSEDED SURVEY CONTROL
 QT0376
 QT0376  NAD 83(1986)-  45 53 39.49411(N)    102 13 10.16919(W) AD(       ) 2
 QT0376  NAD 27      -  45 53 39.48800(N)    102 13 08.60800(W) AD(       ) 2
 QT0376
 QT0376.Superseded values are not recommended for survey control.
 QT0376
 QT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0376.See file dsdata.pdf to determine how the superseded data were derived.
 QT0376
 QT0376_MARKER: DS = TRIANGULATION STATION DISK
 QT0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0376_STAMPING: ANDERSON 1952
 QT0376_MARK LOGO: CGS
 QT0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0376+STABILITY: SURFACE MOTION
 QT0376
 QT0376  HISTORY     - Date     Condition        Report By
 QT0376  HISTORY     - 1952     MONUMENTED       CGS
 QT0376
 QT0376                          STATION DESCRIPTION
 QT0376
 QT0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0376'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF LEMMON, 2 MILES
 QT0376'WEST OF STATE HIGHWAY 73, IN SECTION 2, T 22 N, R 15 E, ON LAND
 QT0376'OWNED BY BILL ANDERSON, AND 5 FEET NORTH OF THE SOUTH EDGE
 QT0376'OF THE BUTTE.
 QT0376'
 QT0376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QT0376'STATE HIGHWAY 73 ABOUT 0.8 MILE WEST OF LEMMON, GO SOUTH ON
 QT0376'HIGHWAY 73 FOR 3.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO
 QT0376'WEST FOR 1.85 MILES TO A FARM HOME ON THE LEFT, CONTINUE WEST
 QT0376'FOR 0.15 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE WEST FOR
 QT0376'0.15 MILE TO A GATE, PASS THROUGH GATE AND GO NORTH-NORTHWEST
 QT0376'ACROSS COUNTRY FOR 0.2 MILE TO TOP OF BUTTE AND STATION.
 QT0376'
 QT0376'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0376'ANDERSON 1952.
 QT0376'
 QT0376'REFERENCE MARK 1 IS 15 FEET NORTH OF SOUTH EDGE OF BUTTE.  THE
 QT0376'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED ANDERSON NO 1 1952.
 QT0376'
 QT0376'REFERENCE MARK 2 IS 20 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 QT0376'BUTTE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0376'ANDERSON NO 2 1952.
 QT0376'
 QT0376'THE AZIMUTH MARK IS 51 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 QT0376'4 FEET WEST OF A POWER LINE POLE, AND 1 FOOT WEST OF A 4 X 4 INCH
 QT0376'WITNESS POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS
 QT0376'STAMPED ANDERSON 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0774 ***********************************************************************
 QS0774  DESIGNATION -  ANN
 QS0774  PID         -  QS0774
 QS0774  STATE/COUNTY-  SD/DEWEY
 QS0774  COUNTRY     -  US
 QS0774  USGS QUAD   -  VIRGINIA (2017)
 QS0774
 QS0774                         *CURRENT SURVEY CONTROL
 QS0774  ______________________________________________________________________
 QS0774* NAD 83(1996) POSITION- 45 07 32.30598(N) 100 36 03.10770(W)   ADJUSTED
 QS0774* NAVD 88 ORTHO HEIGHT -   663.    (meters)     2175.    (feet) SCALED
 QS0774  ______________________________________________________________________
 QS0774  GEOID HEIGHT    -        -22.151 (meters)                     GEOID18
 QS0774  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 QS0774  HORZ ORDER      -  THIRD
 QS0774
 QS0774.The horizontal coordinates were established by classical geodetic methods
 QS0774.and adjusted by the National Geodetic Survey in January 1998.
 QS0774
 QS0774.The orthometric height was scaled from a topographic map.
 QS0774
 QS0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0774.GEOID18 height accuracy estimate available here.
 QS0774
 QS0774.Click photographs - Photos may exist for this station.
 QS0774
 QS0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0774
 QS0774. The following values were computed from the NAD 83(1996) position.
 QS0774
 QS0774;                    North         East     Units Scale Factor Converg.
 QS0774;SPC SD N     -   143,780.035   552,730.761   MT  0.99993995   -0 25 30.9
 QS0774;SPC SD N     -   471,718.33  1,813,417.51   sFT  0.99993995   -0 25 30.9
 QS0774;UTM  14      - 4,998,154.169   374,103.587   MT  0.99979489   -1 08 04.6
 QS0774
 QS0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0774!SPC SD N     -   0.99989947  x   0.99993995  =   0.99983942
 QS0774!UTM  14      -   0.99989947  x   0.99979489  =   0.99969438
 QS0774
 QS0774:                Primary Azimuth Mark                     Grid Az
 QS0774:SPC SD N     -  ANN AZ MK                                003 40 52.0
 QS0774:UTM  14      -  ANN AZ MK                                004 23 25.7
 QS0774
 QS0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7410398154(NAD 83)
 QS0774
 QS0774|---------------------------------------------------------------------|
 QS0774| PID    Reference Object                     Distance      Geod. Az  |
 QS0774|                                                           dddmmss.s |
 QS0774| CO4205 ANN AZ MK                                          0031521.1 |
 QS0774| CO4207 ANN RM 2                              9.476 METERS 02124     |
 QS0774| CO4206 ANN RM 1                              9.162 METERS 10951     |
 QS0774|---------------------------------------------------------------------|
 QS0774
 QS0774                          SUPERSEDED SURVEY CONTROL
 QS0774
 QS0774  NAD 83(1986)-  45 07 32.29891(N)    100 36 03.10879(W) AD(       ) 3
 QS0774  NAD 27      -  45 07 32.35900(N)    100 36 01.60200(W) AD(       ) 3
 QS0774
 QS0774.Superseded values are not recommended for survey control.
 QS0774
 QS0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0774.See file dsdata.pdf to determine how the superseded data were derived.
 QS0774
 QS0774_MARKER: DS = TRIANGULATION STATION DISK
 QS0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0774_STAMPING: ANN 1952
 QS0774_MARK LOGO: CGS
 QS0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0774+STABILITY: SURFACE MOTION
 QS0774
 QS0774  HISTORY     - Date     Condition        Report By
 QS0774  HISTORY     - 1952     MONUMENTED       CGS
 QS0774
 QS0774                          STATION DESCRIPTION
 QS0774
 QS0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0774'THE STATION IS IN SECTION 32, T 14 N, R 29 E, ABOUT 2-1/4
 QS0774'MILES EAST-SOUTHEAST OF LA PLANT, ON SUMMIT OF A ROCKY MOUND
 QS0774'ABOUT 0.3 MILE SOUTH OF U.S. HIGHWAY 212, AND 5 FEET NORTHEAST
 QS0774'OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0774'
 QS0774'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE NORTHEAST
 QS0774'EDGE OF THE VILLAGE OF LA PLANT GO EASTERLY ON U.S. HIGHWAY
 QS0774'212 FOR 2.3 TO A WIRE GATE ON THE RIGHT AND THE AZIMUTH MARK
 QS0774'AS DESCRIBED BELOW, TURN RIGHT THROUGH GATE AND FOLLOW DIM
 QS0774'TRACKS SOUTHERLY FOR 0.3 MILE TO THE HIGHEST POINT AND THE
 QS0774'STATION.
 QS0774'
 QS0774'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0774'ANN 1952.
 QS0774'
 QS0774'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0774'ANN NO 1 1952.
 QS0774'
 QS0774'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0774'ANN NO 2 1952.
 QS0774'
 QS0774'THE AZIMUTH MARK IS 51 FEET SOUTH OF U.S. HIGHWAY 212, 14 FEET
 QS0774'WEST OF THE CENTER OF A WIRE GATE, 2 FEET EAST OF A WHITE
 QS0774'4 IN X 4 IN WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 QS0774'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ANN 1952.
 QS0774'
 QS0774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1187 ***********************************************************************
 PT1187  DESIGNATION -  ANT
 PT1187  PID         -  PT1187
 PT1187  STATE/COUNTY-  SD/ZIEBACH
 PT1187  COUNTRY     -  US
 PT1187  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT1187
 PT1187                         *CURRENT SURVEY CONTROL
 PT1187  ______________________________________________________________________
 PT1187* NAD 83(1996) POSITION- 44 44 55.58983(N) 101 37 15.56709(W)   ADJUSTED
 PT1187* NAVD 88 ORTHO HEIGHT -   729.    (meters)     2392.    (feet) SCALED
 PT1187  ______________________________________________________________________
 PT1187  GEOID HEIGHT    -        -20.905 (meters)                     GEOID18
 PT1187  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 PT1187  HORZ ORDER      -  SECOND
 PT1187
 PT1187.The horizontal coordinates were established by classical geodetic methods
 PT1187.and adjusted by the National Geodetic Survey in January 1998.
 PT1187
 PT1187.The orthometric height was scaled from a topographic map.
 PT1187
 PT1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1187.GEOID18 height accuracy estimate available here.
 PT1187
 PT1187.Click photographs - Photos may exist for this station.
 PT1187
 PT1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1187
 PT1187. The following values were computed from the NAD 83(1996) position.
 PT1187
 PT1187;                    North         East     Units Scale Factor Converg.
 PT1187;SPC SD N     -   103,010.778   471,647.327   MT  0.99995297   -1 08 50.1
 PT1187;SPC SD N     -   337,961.19  1,547,396.27   sFT  0.99995297   -1 08 50.1
 PT1187;UTM  14      - 4,958,385.090   292,524.370   MT  1.00012937   -1 50 45.0
 PT1187
 PT1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1187!SPC SD N     -   0.99988892  x   0.99995297  =   0.99984189
 PT1187!UTM  14      -   0.99988892  x   1.00012937  =   1.00001828
 PT1187
 PT1187:                Primary Azimuth Mark                     Grid Az
 PT1187:SPC SD N     -  C 21                                     118 38 08.4
 PT1187:UTM  14      -  C 21                                     119 20 03.3
 PT1187
 PT1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9252458385(NAD 83)
 PT1187
 PT1187|---------------------------------------------------------------------|
 PT1187| PID    Reference Object                     Distance      Geod. Az  |
 PT1187|                                                           dddmmss.s |
 PT1187| PT0835 C 21                                               1172918.3 |
 PT1187| CP9495 ANT RM 2                             15.095 METERS 25657     |
 PT1187| CP9494 ANT RM 1                             13.075 METERS 35242     |
 PT1187|---------------------------------------------------------------------|
 PT1187
 PT1187                          SUPERSEDED SURVEY CONTROL
 PT1187
 PT1187  NAD 83(1986)-  44 44 55.58203(N)    101 37 15.56765(W) AD(       ) 2
 PT1187  NAD 27      -  44 44 55.63600(N)    101 37 14.02100(W) AD(       ) 2
 PT1187
 PT1187.Superseded values are not recommended for survey control.
 PT1187
 PT1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1187.See file dsdata.pdf to determine how the superseded data were derived.
 PT1187
 PT1187_MARKER: DS = TRIANGULATION STATION DISK
 PT1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1187_STAMPING: ANT 1950
 PT1187_MARK LOGO: CGS
 PT1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1187+STABILITY: SURFACE MOTION
 PT1187
 PT1187  HISTORY     - Date     Condition        Report By
 PT1187  HISTORY     - 1950     MONUMENTED       CGS
 PT1187  HISTORY     - 1952     GOOD             CGS
 PT1187
 PT1187                          STATION DESCRIPTION
 PT1187
 PT1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1187'STATION IS LOCATED ABOUT 20 MILES SOUTH OF DUPREE, ABOUT 4
 PT1187'MILES NORTHEAST OF RATTLESNAKE LAKE, 100 YARDS EAST OF THE
 PT1187'CENTER OF A DIRT ROAD, 9 FEET NORTHWEST OF A WITNESS POST,
 PT1187'AND ON CHEYENNE RIVER INDIAN RESERVATION.
 PT1187'
 PT1187'TO REACH FROM THE COURTHOUSE IN DUPREE, GO SOUTH ON DIRT ROAD
 PT1187'FOR 0.65 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST AND
 PT1187'SOUTH ON MAIN ROAD FOR 5.0 MILES TO A CROSSROAD.  CONTINUE SOUTH
 PT1187'ON MAIN ROAD FOR 11.0 MILES TO A T-ROAD LEFT.  CONTINUE SOUTH
 PT1187'ON MAIN ROAD FOR 6.0 MILES TO A BLADED ROAD RIGHT.  CONTINUE
 PT1187'ON MAIN ROAD FOR 0.35 MILE TO TRIANGLE-BLAZED TELEPHONE POLE
 PT1187'ON LEFT.  LEAVE ROAD AND GO EAST FOR ABOUT 60 YARDS TO HIGHEST
 PT1187'POINT AND STATION.
 PT1187'
 PT1187'STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ANT
 PT1187'1950.
 PT1187'
 PT1187'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF A WITNESS POST.
 PT1187'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ANT NO
 PT1187'1 1950.
 PT1187'
 PT1187'REFERENCE MARK NO. 2 IS 60 FEET WEST OF A WITNESS POST.  THE
 PT1187'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED ANT NO 2
 PT1187'1950.
 PT1187'
 PT1187'BENCH MARK C 21 IS 69 FEET NORTH OF CENTER OF DIRT ROAD,
 PT1187'26 FEET EAST OF A TELEPHONE POLE, AND 4 FEET SOUTHWEST OF
 PT1187'A WITNESS POST.  THE MARK PROJECTS 12 INCHES, AND THE DISK
 PT1187'IS STAMPED C 21 1933.
 PT1187'
 PT1187'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 PT1187'TOPS OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK C 21 IS A
 PT1187'STANDARD BENCH MARK DISK SET IN THE TOP OF A 12 X 12-INCH
 PT1187'CONCRETE POST.
 PT1187'
 PT1187'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1187
 PT1187                          STATION RECOVERY (1952)
 PT1187
 PT1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1187'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 PT1187'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 PT1187'CORRECT.
 PT1187'
 PT1187'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0703 ***********************************************************************
 OS0703  DESIGNATION -  ANTELOPE
 OS0703  PID         -  OS0703
 OS0703  STATE/COUNTY-  SD/TODD
 OS0703  COUNTRY     -  US
 OS0703  USGS QUAD   -  MISSION (2017)
 OS0703
 OS0703                         *CURRENT SURVEY CONTROL
 OS0703  ______________________________________________________________________
 OS0703* NAD 83(1996) POSITION- 43 16 01.57983(N) 100 39 42.83299(W)   ADJUSTED
 OS0703* NAVD 88 ORTHO HEIGHT -   867.003 (meters)     2844.49  (feet) ADJUSTED
 OS0703  ______________________________________________________________________
 OS0703  GEOID HEIGHT    -        -23.103 (meters)                     GEOID18
 OS0703  LAPLACE CORR    -         -6.60  (seconds)                    DEFLEC18
 OS0703  DYNAMIC HEIGHT  -        866.653 (meters)     2843.34  (feet) COMP
 OS0703  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 OS0703
 OS0703  HORZ ORDER      -  FIRST
 OS0703  VERT ORDER      -  FIRST     CLASS II
 OS0703
 OS0703.The horizontal coordinates were established by classical geodetic methods
 OS0703.and adjusted by the National Geodetic Survey in January 1998.
 OS0703
 OS0703.The orthometric height was determined by differential leveling and
 OS0703.adjusted by the NATIONAL GEODETIC SURVEY
 OS0703.in June 1994.
 OS0703
 OS0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0703.GEOID18 height accuracy estimate available here.
 OS0703
 OS0703.Click photographs - Photos may exist for this station.
 OS0703
 OS0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0703
 OS0703.The dynamic height is computed by dividing the NAVD 88
 OS0703.geopotential number by the normal gravity value computed on the
 OS0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0703.degrees latitude (g = 980.6199 gals.).
 OS0703
 OS0703.The modeled gravity was interpolated from observed gravity values.
 OS0703
 OS0703. The following values were computed from the NAD 83(1996) position.
 OS0703
 OS0703;                    North         East     Units Scale Factor Converg.
 OS0703;SPC SD S     -   103,786.392   573,326.914   MT  0.99992556   -0 13 36.0
 OS0703;SPC SD S     -   340,505.85  1,880,990.05   sFT  0.99992556   -0 13 36.0
 OS0703;UTM  14      - 4,791,817.951   365,128.490   MT  0.99982377   -1 08 21.3
 OS0703
 OS0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0703!SPC SD S     -   0.99986768  x   0.99992556  =   0.99979325
 OS0703!UTM  14      -   0.99986768  x   0.99982377  =   0.99969147
 OS0703
 OS0703:                Primary Azimuth Mark                     Grid Az
 OS0703:SPC SD S     -  ANTELOPE AZ MK                           180 42 49.1
 OS0703:UTM  14      -  ANTELOPE AZ MK                           181 37 34.4
 OS0703
 OS0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6512891817(NAD 83)
 OS0703
 OS0703|---------------------------------------------------------------------|
 OS0703| PID    Reference Object                     Distance      Geod. Az  |
 OS0703|                                                           dddmmss.s |
 OS0703| OS0701 MISSION EPISCOPAL CH CROSS          APPROX. 4.2 KM 0032256.1 |
 OS0703| OS0700 MISSION INDIAN SCH WATER TANK       APPROX. 4.7 KM 0392719.4 |
 OS0703| OS0921 ANTELOPE RM 1                        25.283 METERS 09904     |
 OS0703| CO2091 ANTELOPE AZ MK                                     1802913.1 |
 OS0703| OS0710 ST FRANCIS MUNICIPAL TANK           APPROX.24.5 KM 2340429.7 |
 OS0703| OS0711 ST FRANCIS CHURCH CROSS             APPROX.24.2 KM 2343958.1 |
 OS0703| OS0922 ANTELOPE RM 2                                      24512     |
 OS0703|---------------------------------------------------------------------|
 OS0703
 OS0703                          SUPERSEDED SURVEY CONTROL
 OS0703
 OS0703  NAD 83(1995)-  43 16 01.57909(N)    100 39 42.83494(W) AD(       ) 1
 OS0703  NAD 83(1986)-  43 16 01.57736(N)    100 39 42.84447(W) AD(       ) 1
 OS0703  NAD 27      -  43 16 01.56200(N)    100 39 41.34200(W) AD(       ) 1
 OS0703  NGVD 29 (07/19/86)  866.4    (m)         2843.     (f) VERT ANG       
 OS0703
 OS0703.Superseded values are not recommended for survey control.
 OS0703
 OS0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0703.See file dsdata.pdf to determine how the superseded data were derived.
 OS0703
 OS0703_MARKER: DS = TRIANGULATION STATION DISK
 OS0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0703_STAMPING: ANTELOPE 1933
 OS0703_MARK LOGO: CGS
 OS0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0703+STABILITY: SURFACE MOTION
 OS0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0703+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0703
 OS0703  HISTORY     - Date     Condition        Report By
 OS0703  HISTORY     - 1933     MONUMENTED       CGS
 OS0703  HISTORY     - 1933     GOOD             CGS
 OS0703  HISTORY     - 19920722 GOOD             NGS
 OS0703
 OS0703                          STATION DESCRIPTION
 OS0703
 OS0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0703'ABOUT 3 MILES SOUTH OF MISSION AND 170.7 FEET (SLOPE MEASUREMENT)
 OS0703'NORTH OF CENTER SEC. 17, T38N, R28W, ON SUMMIT OF
 OS0703'PROMINENT BUTTE IN PASTURE.  LAND IS OWNED BY PETERS BROTHERS
 OS0703'WHO LIVE NORTH OF MISSION.
 OS0703'
 OS0703'REACHED FROM MISSION BY FOLLOWING STATE HIGHWAY 59 SOUTH 3.8
 OS0703'MILES TO SUMMIT OF LONG HILL WITH SMALL WHITE HOUSE AND GROVE
 OS0703'OF YOUNG TREES ON RIGHT.  DRIVE IN PAST HOUSE, KEEPING TO
 OS0703'RIGHT, NORTH.  CONTINUE NORTH-NORTHWEST TO HIGHEST BUTTE AND
 OS0703'STATION.  KEEPING TO LEFT OF RAVINES WHICH OPEN TO EAST.
 OS0703'
 OS0703'REFERENCE MARK NO. 1 IS EAST OF STATION AND ON SAME BUTTE.
 OS0703'
 OS0703'REFERENCE MARK NO. 2 IS SOUTH BY WEST OF STATION AT THE BASE OF
 OS0703'BUTTE AND NORTHWEST 135.4 FEET FROM CENTER SEC. 17, T38N,
 OS0703'R28W, 6 P.M.
 OS0703'
 OS0703'AZIMUTH MARK IS WEST BY SOUTH OF STATION.
 OS0703'
 OS0703'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0703'BRONZE DISKS SET IN CONCRETE.
 OS0703'
 OS0703'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.05 METERS.
 OS0703
 OS0703                          STATION RECOVERY (1933)
 OS0703
 OS0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 OS0703'RECOVERED IN GOOD CONDITION.
 OS0703
 OS0703                          STATION RECOVERY (1992)
 OS0703
 OS0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0703'4.3 KM (2.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0703'OF U.S. HIGHWAY 18 IN MISSION, THENCE 0.8 KM (0.50 MI) WESTERLY
 OS0703'ACROSS A PASTURE, NEAR THE TOP OF THE MOST PROMINENT BUTTE, 55.4 M
 OS0703'(181.8 FT) NORTH OF A SECTION CORNER POST, 41.5 M (136.2 FT)
 OS0703'NORTHEAST OF REFERENCE MARK 2, 24.8 M (81.4 FT) WEST OF REFERENCE
 OS0703'MARK 1, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OS0703'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DUANE TATE, BOX
 OS0703'28, MISSION, SD 57555, TELEPHONE NUMBER (605) 856-2600.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0597 ***********************************************************************
 PS0597  DESIGNATION -  ANTELOPE
 PS0597  PID         -  PS0597
 PS0597  STATE/COUNTY-  SD/SPINK
 PS0597  COUNTRY     -  US
 PS0597  USGS QUAD   -  BLOOMFIELD (2017)
 PS0597
 PS0597                         *CURRENT SURVEY CONTROL
 PS0597  ______________________________________________________________________
 PS0597* NAD 83(1996) POSITION- 44 42 41.97374(N) 098 05 57.46367(W)   ADJUSTED
 PS0597* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 PS0597  ______________________________________________________________________
 PS0597  GEOID HEIGHT    -        -24.500 (meters)                     GEOID18
 PS0597  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 PS0597  HORZ ORDER      -  FIRST
 PS0597
 PS0597.The horizontal coordinates were established by classical geodetic methods
 PS0597.and adjusted by the National Geodetic Survey in January 1998.
 PS0597
 PS0597.The orthometric height was scaled from a topographic map.
 PS0597
 PS0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0597.GEOID18 height accuracy estimate available here.
 PS0597
 PS0597.Click photographs - Photos may exist for this station.
 PS0597
 PS0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0597
 PS0597. The following values were computed from the NAD 83(1996) position.
 PS0597
 PS0597;                    North         East     Units Scale Factor Converg.
 PS0597;SPC SD N     -    99,369.307   750,593.906   MT  0.99995658   +1 20 42.7
 PS0597;SPC SD N     -   326,014.13  2,462,573.51   sFT  0.99995658   +1 20 42.7
 PS0597;UTM  14      - 4,951,314.768   571,344.476   MT  0.99966259   +0 38 01.3
 PS0597
 PS0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0597!SPC SD N     -   0.99993873  x   0.99995658  =   0.99989532
 PS0597!UTM  14      -   0.99993873  x   0.99966259  =   0.99960134
 PS0597
 PS0597:                Primary Azimuth Mark                     Grid Az
 PS0597:SPC SD N     -  ANTELOPE AZ MK                           175 50 39.9
 PS0597:UTM  14      -  ANTELOPE AZ MK                           176 33 21.3
 PS0597
 PS0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7134451314(NAD 83)
 PS0597
 PS0597|---------------------------------------------------------------------|
 PS0597| PID    Reference Object                     Distance      Geod. Az  |
 PS0597|                                                           dddmmss.s |
 PS0597| CO4212 ANTELOPE RM 1                        31.858 METERS 04314     |
 PS0597| CO4213 ANTELOPE RM 2                        35.985 METERS 14301     |
 PS0597| CO4211 ANTELOPE AZ MK                                     1771122.6 |
 PS0597| PS0599 HITCHCOCK MUNICIPAL TANK            APPROX.26.6 KM 2495302.7 |
 PS0597| PS0641 TULARE MUNICIPAL TANK               APPROX.32.3 KM 2751503.8 |
 PS0597| PS0594 DOLAND MUNICIPAL TANK               APPROX.20.5 KM 3593836.4 |
 PS0597|---------------------------------------------------------------------|
 PS0597
 PS0597                          SUPERSEDED SURVEY CONTROL
 PS0597
 PS0597  NAD 83(1986)-  44 42 41.97123(N)    098 05 57.45457(W) AD(       ) 1
 PS0597  NAD 27      -  44 42 42.06100(N)    098 05 56.12000(W) AD(       ) 1
 PS0597
 PS0597.Superseded values are not recommended for survey control.
 PS0597
 PS0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0597.See file dsdata.pdf to determine how the superseded data were derived.
 PS0597
 PS0597_MARKER: DS = TRIANGULATION STATION DISK
 PS0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0597_STAMPING: ANTELOPE 1935
 PS0597_MARK LOGO: CGS
 PS0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0597+STABILITY: SURFACE MOTION
 PS0597
 PS0597  HISTORY     - Date     Condition        Report By
 PS0597  HISTORY     - 1935     MONUMENTED       CGS
 PS0597
 PS0597                          STATION DESCRIPTION
 PS0597
 PS0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0597'THIS STATION IS ABOUT 12.8 MILES S OF DOLAND, ABOUT 16.2 MILES
 PS0597'ENE OF HITCHOCK.  IT IS NEAR THE CENTER OF THE E EDGE OF
 PS0597'SEC. 1, T 114 N, R 61 W, ANTELOPE TOWNSHIP.  THE MARK IS SET
 PS0597'ON THE W EDGE OF THE RIGHT-OF-WAY OF S.DAK. 37, 8 FEET E OF
 PS0597'THE W END OF E-W FENCE LINE, 35 FEET W OF THE CENTER LINE OF
 PS0597'THE HIGHWAY, 66-1/2 FEET W OF THE FENCE LINE ON THE E EDGE OF
 PS0597'THE RIGHT-OF-WAY.  MARK PROJECTS 6 INCHES.
 PS0597'
 PS0597'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0597'BRONZE DISKS SET IN CONCRETE.
 PS0597'
 PS0597'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE W EDGE OF
 PS0597'A FIELD, 1 FOOT E OF THE FENCE LINE ON THE E EDGE OF THE
 PS0597'RIGHT-OF-WAY OF S.DAK. 37, 2 FEET S OF FENCE LINE WHICH RUNS
 PS0597'E.  MARK PROJECTS 13 INCHES.  REFERENCE MARK NO. 2 IS SE OF
 PS0597'THE STATION, 1 FOOT E OF FENCE LINE ON THE E EDGE OF THE
 PS0597'RIGHT-OF-WAY, 37 FEET E OF THE CENTER LINE OF THE ROAD AND
 PS0597'PROJECTS 10 INCHES.
 PS0597'
 PS0597'AZIMUTH MARK IS S OF THE STATION, 2 FEET E OF FENCE LINE ON
 PS0597'THE E EDGE OF THE RIGHT-OF-WAY OF S.DAK. 37, 38 FEET E OF THE
 PS0597'CENTER LINE OF THE HIGHWAY.  MARK PROJECTS 9 INCHES.
 PS0597'
 PS0597'REACHED FROM DOLAND, INTERSECTION OF U.S. HIGHWAY 212 AND
 PS0597'S.DAK. 37 AT THE SE CORNER OF TOWN, GO S ON 37 FOR 12.5 MILES
 PS0597'TO STATION.
 PS0597'
 PS0597'LIGHTS 74 FEET ABOVE STATION LINCOLN, HARMONY, AND CLARK ARE
 PS0597'VISIBLE FROM THE GROUND.
 PS0597'
 PS0597'A LIGHT 87 FEET ABOVE STATION DOLAND IS VISIBLE FROM THE
 PS0597'GROUND.
 PS0597'
 PS0597'STATION RICHLAND IS VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0469 ***********************************************************************
 QQ0469  DESIGNATION -  ANTELOPE
 QQ0469  PID         -  QQ0469
 QQ0469  STATE/COUNTY-  SD/DAY
 QQ0469  COUNTRY     -  US
 QQ0469  USGS QUAD   -  LANGFORD (2017)
 QQ0469
 QQ0469                         *CURRENT SURVEY CONTROL
 QQ0469  ______________________________________________________________________
 QQ0469* NAD 83(1996) POSITION- 45 31 31.24266(N) 097 50 12.79277(W)   ADJUSTED
 QQ0469* NAVD 88 ORTHO HEIGHT -   449.    (meters)     1473.    (feet) SCALED
 QQ0469  ______________________________________________________________________
 QQ0469  GEOID HEIGHT    -        -24.938 (meters)                     GEOID18
 QQ0469  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 QQ0469  HORZ ORDER      -  SECOND
 QQ0469
 QQ0469.The horizontal coordinates were established by classical geodetic methods
 QQ0469.and adjusted by the National Geodetic Survey in January 1998.
 QQ0469
 QQ0469.The orthometric height was scaled from a topographic map.
 QQ0469
 QQ0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0469.GEOID18 height accuracy estimate available here.
 QQ0469
 QQ0469.Click photographs - Photos may exist for this station.
 QQ0469
 QQ0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0469
 QQ0469. The following values were computed from the NAD 83(1996) position.
 QQ0469
 QQ0469;                    North         East     Units Scale Factor Converg.
 QQ0469;SPC SD N     -   190,282.398   768,964.251   MT  0.99997334   +1 31 51.3
 QQ0469;SPC SD N     -   624,284.83  2,522,843.55   sFT  0.99997334   +1 31 51.3
 QQ0469;UTM  14      - 5,041,970.181   590,829.423   MT  0.99970143   +0 49 48.0
 QQ0469
 QQ0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0469!SPC SD N     -   0.99993348  x   0.99997334  =   0.99990682
 QQ0469!UTM  14      -   0.99993348  x   0.99970143  =   0.99963493
 QQ0469
 QQ0469:                Primary Azimuth Mark                     Grid Az
 QQ0469:SPC SD N     -  ANTELOPE 2 AZ MK                         354 09 51.0
 QQ0469:UTM  14      -  ANTELOPE 2 AZ MK                         354 51 54.3
 QQ0469
 QQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9082941970(NAD 83)
 QQ0469
 QQ0469|---------------------------------------------------------------------|
 QQ0469| PID    Reference Object                     Distance      Geod. Az  |
 QQ0469|                                                           dddmmss.s |
 QQ0469| CO4214 ANTELOPE RM 1                        12.171 METERS 00256     |
 QQ0469| QQ0467 LANGFORD MUNICIPAL WATER TANK       APPROX. 8.5 KM 0034809.9 |
 QQ0469| QQ0468 ANTELOPE 2                           26.785 METERS 07500     |
 QQ0469| CO4215 ANTELOPE RM 2                        14.889 METERS 17732     |
 QQ0469| QQ0349 ANTELOPE 2 AZ MK                    489.822 METERS 3554142.3 |
 QQ0469| QQ0470 ANTELOPE AZ MK                      468.820 METERS 3573708.2 |
 QQ0469|---------------------------------------------------------------------|
 QQ0469
 QQ0469                          SUPERSEDED SURVEY CONTROL
 QQ0469
 QQ0469  NAD 83(1986)-  45 31 31.23807(N)    097 50 12.78098(W) AD(       ) 2
 QQ0469  NAD 27      -  45 31 31.41393(N)    097 50 11.41938(W) AD(       ) 2
 QQ0469
 QQ0469.Superseded values are not recommended for survey control.
 QQ0469
 QQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0469.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0469
 QQ0469_MARKER: DS = TRIANGULATION STATION DISK
 QQ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0469_STAMPING: ANTELOPE 1952
 QQ0469_MARK LOGO: CGS
 QQ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0469+STABILITY: SURFACE MOTION
 QQ0469
 QQ0469  HISTORY     - Date     Condition        Report By
 QQ0469  HISTORY     - 1952     MONUMENTED       CGS
 QQ0469  HISTORY     - 1969     GOOD             CGS
 QQ0469
 QQ0469                          STATION DESCRIPTION
 QQ0469
 QQ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0469'THE STATION IS IN SECTION 29, T 124 N, R 58 W, ON THE RIGHT-OF-WAY
 QQ0469'OF STATE HIGHWAY 25, 5-1/4 MILES SOUTH OF LANGFORD, 2-1/4 MILES
 QQ0469'NORTH OF PIERPONT, 32 FEET EAST OF THE CENTER OF STATE HIGHWAY 25,
 QQ0469'5 FEET NORTHWEST OF A GATE POST, 3.5 FEET SOUTHWEST OF A WHITE
 QQ0469'4 IN X 4 IN WITNESS POST AND 2.5 FEET WEST OF A WIRE FENCE.
 QQ0469'
 QQ0469'TO REACH THE STATION FROM AN INTERSECTION JUST EAST OF THE
 QQ0469'RAILROAD DEPOT IN LANGFORD WHERE STATE HIGHWAY 25 TURNS SOUTH, GO
 QQ0469'SOUTH ON STATE HIGHWAY 25 FOR 5.35 MILES TO THE AZIMUTH MARK ON
 QQ0469'THE RIGHT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.1 MILE TO A
 QQ0469'RAILROAD CROSSING, CROSS AND CONTINUE SOUTHERLY FOR 0.15 MILE
 QQ0469'TO THE STATION ON THE LEFT AS DESCRIBED.
 QQ0469'
 QQ0469'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ANTELOPE
 QQ0469'1952.
 QQ0469'
 QQ0469'REFERENCE MARK 1 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QQ0469'AND 9.5 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES
 QQ0469'AND THE DISK IS STAMPED ANTELOPE NO 1 1952.
 QQ0469'
 QQ0469'REFERENCE MARK 2 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QQ0469'AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND
 QQ0469'THE DISK IS STAMPED ANTELOPE NO 2 1952.
 QQ0469'
 QQ0469'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QQ0469'34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 19 FEET
 QQ0469'SOUTH-SOUTHWEST OF A STOP SIGN POST, AND 2 FEET SOUTH OF A WHITE
 QQ0469'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 QQ0469'DISK IS STAMPED ANTELOPE 1952.
 QQ0469'
 QQ0469'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0469
 QQ0469                          STATION RECOVERY (1969)
 QQ0469
 QQ0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QQ0469'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 QQ0469'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY IMPROVEMENTS,
 QQ0469'ALL OF THE MARKS WERE TO BE DESTROYED.
 QQ0469'
 QQ0469'ANTELOPE 2 WAS ESTABLISHED EAST OF THE ORIGINAL STATION, THEN ALL
 QQ0469'OLD MARKS WERE DESTROYED.
 QQ0469'
 QQ0469'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR ANTELOPE 2.
 QQ0469'
 QQ0469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0469'2 MILES NORTH OF PIERPONT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2198 ***********************************************************************
 PU2198  DESIGNATION -  ANTELOPE
 PU2198  PID         -  PU2198
 PU2198  STATE/COUNTY-  SD/MEADE
 PU2198  COUNTRY     -  US
 PU2198  USGS QUAD   -  ELM SPRINGS SW (2017)
 PU2198
 PU2198                         *CURRENT SURVEY CONTROL
 PU2198  ______________________________________________________________________
 PU2198* NAD 83(1996) POSITION- 44 18 14.45986(N) 102 43 42.22181(W)   ADJUSTED
 PU2198* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 PU2198  ______________________________________________________________________
 PU2198  GEOID HEIGHT    -        -18.013 (meters)                     GEOID18
 PU2198  LAPLACE CORR    -         -7.92  (seconds)                    DEFLEC18
 PU2198  HORZ ORDER      -  SECOND
 PU2198
 PU2198.The horizontal coordinates were established by classical geodetic methods
 PU2198.and adjusted by the National Geodetic Survey in January 1998.
 PU2198
 PU2198.The orthometric height was scaled from a topographic map.
 PU2198
 PU2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2198.GEOID18 height accuracy estimate available here.
 PU2198
 PU2198.Click photographs - Photos may exist for this station.
 PU2198
 PU2198.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2198
 PU2198. The following values were computed from the NAD 83(1996) position.
 PU2198
 PU2198;                    North         East     Units Scale Factor Converg.
 PU2198;SPC SD N     -    55,972.332   382,322.439   MT  1.00002349   -1 55 51.6
 PU2198;SPC SD N     -   183,635.89  1,254,336.20   sFT  1.00002349   -1 55 51.6
 PU2198;UTM  13      - 4,908,149.667   681,192.599   MT  1.00000378   +1 35 13.4
 PU2198
 PU2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2198!SPC SD N     -   0.99987372  x   1.00002349  =   0.99989721
 PU2198!UTM  13      -   0.99987372  x   1.00000378  =   0.99987750
 PU2198
 PU2198:                Primary Azimuth Mark                     Grid Az
 PU2198:SPC SD N     -  ANTELOPE AZ MK                           181 32 34.8
 PU2198:UTM  13      -  ANTELOPE AZ MK                           178 01 29.8
 PU2198
 PU2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8119208149(NAD 83)
 PU2198
 PU2198|---------------------------------------------------------------------|
 PU2198| PID    Reference Object                     Distance      Geod. Az  |
 PU2198|                                                           dddmmss.s |
 PU2198| PU2199 TT 11 GB                            171.809 METERS 00055     |
 PU2198| CP9497 ANTELOPE RM 1                        14.155 METERS 01058     |
 PU2198| CP9498 ANTELOPE RM 2                        15.436 METERS 17010     |
 PU2198| CP9496 ANTELOPE AZ MK                                     1793643.2 |
 PU2198|---------------------------------------------------------------------|
 PU2198
 PU2198                          SUPERSEDED SURVEY CONTROL
 PU2198
 PU2198  NAD 83(1993)-  44 18 14.45166(N)    102 43 42.22270(W) AD(       ) 2
 PU2198  NAD 83(1986)-  44 18 14.45024(N)    102 43 42.22231(W) AD(       ) 2
 PU2198  NAD 27      -  44 18 14.48860(N)    102 43 40.60010(W) AD(       ) 2
 PU2198
 PU2198.Superseded values are not recommended for survey control.
 PU2198
 PU2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2198.See file dsdata.pdf to determine how the superseded data were derived.
 PU2198
 PU2198_MARKER: DS = TRIANGULATION STATION DISK
 PU2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2198_STAMPING: ANTELOPE 1950
 PU2198_MARK LOGO: CGS
 PU2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2198+STABILITY: SURFACE MOTION
 PU2198
 PU2198  HISTORY     - Date     Condition        Report By
 PU2198  HISTORY     - 1950     MONUMENTED       CGS
 PU2198  HISTORY     - 1951     GOOD             CGS
 PU2198  HISTORY     - 1961     GOOD             CGS
 PU2198
 PU2198                          STATION DESCRIPTION
 PU2198
 PU2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2198'THIS STATION WAS NOT OCCUPIED IN 1950.
 PU2198'
 PU2198'THE STATION IS LOCATED ABOUT 14-1/4 MILES NORTH, AND 5 MILES
 PU2198'EAST OF NEW UNDERWOOD, ABOUT 2-3/4 MILES SOUTH OF THE BELLE
 PU2198'FOURCHE RIVER, AND JUST WEST OF A NORTH-SOUTH FENCE.  IT IS IN
 PU2198'THE SE 1/4 SEC. 13, T. 4 N., R. 11 E.
 PU2198'
 PU2198'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAYS
 PU2198'NO. 14 AND 16 JUST NORTH OF NEW UNDERWOOD, GO EAST ON U.S. HIGHWAY
 PU2198'NO. 14 AND 16 FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 PU2198'NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO A FORK (JUST
 PU2198'AFTER PASSING THE VIEWFIELD STORE AND CHURCH ON THE RIGHT).
 PU2198'CONTINUE NORTH ON THE LEFT ROAD FOR 5.1 MILES TO A FORK.  THEN
 PU2198'RIGHT, EAST, FOR 5.1 MILES TO A CROSS ROAD.  THEN LEFT, NORTH
 PU2198'ON A TRACK ROAD FOR 1.05 MILES TO A WIRE GATE ON THE LEFT
 PU2198'(JUST SOUTH OF A FENCE CORNER).  THEN LEFT THROUGH A GATE.
 PU2198'THEN RIGHT, NORTH, ALONG THE WEST SIDE OF THE FENCE FOR
 PU2198'0.35 MILE TO THE STATION ON THE RIGHT.
 PU2198'
 PU2198'THE STATION MARK IS STAMPED ANTELOPE 1950.
 PU2198'
 PU2198'REFERENCE MARK NO. 1 IS 17 PACES SOUTH OF THE STATION.  IT
 PU2198'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ANTELOPE NO 1
 PU2198'1950.
 PU2198'
 PU2198'REFERENCE MARK NO. 2 IS 17 PACES NORTH OF THE STATION.  IT
 PU2198'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ANTELOPE NO 2 1950.
 PU2198'
 PU2198'TT 11GB (USGS) IS LOCATED ON A SMALL KNOLL ABOUT 0.05 MILE
 PU2198'NORTH OF THE STATION.  IT IS A U.S. GEOLOGICAL SURVEY DISK
 PU2198'STAMPED TT 11GB 1950.
 PU2198'
 PU2198'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION,
 PU2198'ABOUT 50 FEET NORTH OF A WIRE GATE, AND 2 FEET NORTH OF A
 PU2198'WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2198'ANTELOPE 1950.
 PU2198'
 PU2198'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2198'CONCRETE CYLINDERS.
 PU2198
 PU2198                          STATION RECOVERY (1951)
 PU2198
 PU2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2198'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH-NORTHEAST
 PU2198'OF NEW UNDERWOOD, ABOUT 2-3/4 MILES SOUTH OF THE BELLE FOURCHE
 PU2198'RIVER, 10 FEET WEST OF A WIRE FENCE, AND 9 FEET WEST OF A
 PU2198'WITNESS POST.  IT IS IN PASTURE LAND IN THE SOUTHEAST 1/4
 PU2198'OF SECTION 13, T 4 N, R 11E.
 PU2198'
 PU2198'TO REACH THE STATION FROM NEW UNDERWOOD, GO NORTH ON A GRAVELED
 PU2198'ROAD TO ITS JUNCTION WITH U.S. HIGHWAY NO. 14 AND 16.  THEN RIGHT,
 PU2198'EAST, ON NO. 14 AND 16 FOR 0.35 MILE.  THEN LEFT, NORTH, ON A
 PU2198'GRAVELED ROAD FOR 8.25 MILES TO A FORK (JUST AFTER PASSING
 PU2198'THE VIEWFIELD STORE AND A CHURCH ON THE LEFT).  THEN LEFT,
 PU2198'CONTINUE NORTHERLY FOR 5.1 MILES TO A FORK.  THEN RIGHT, EAST,
 PU2198'ON A GRAVELED ROAD FOR 5.1 MILE.  THEN LEFT, NORTH,
 PU2198'ON A TRACK ROAD FOR 1.0 MILE TO A WIRE GATE ON THE LEFT AND
 PU2198'THE AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE GATE, THEN
 PU2198'RIGHT, NORTH, ACROSS PASTURE LAND AND FOLLOWING THE
 PU2198'NORTH-SOUTH WIRE FENCE FOR 0.3 MILE TO THE STATION AS
 PU2198'DESCRIBED.
 PU2198'
 PU2198'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2198'ANTELOPE 1950.
 PU2198'
 PU2198'REFERENCE MARK NO. 1 IS IN THE NORTH-SOUTH FENCE LINE.  IT
 PU2198'PROJECTS 4 INCHES, AND THE DISK IS STAMPED ANTELOPE NO 1 1950.
 PU2198'
 PU2198'REFERENCE MARK NO. 2 IS IN THE NORTH-SOUTH FENCE LINE.  IT
 PU2198'PROJECTS 4 INCHES, AND THE DISK IS STAMPED ANTELOPE NO 2 1950.
 PU2198'
 PU2198'THE AZIMUTH MARK IS 77 FEET NORTH OF THE NORTH GATE POST OF
 PU2198'THE WIRE GATE, 4 FEET SOUTH OF A FENCE CORNER, AND 4 FEET NORTH
 PU2198'OF A WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS
 PU2198'STAMPED ANTELOPE 1950.
 PU2198'
 PU2198'TT 11 GB (USGS) IS ON THE CREST OF A SMALL KNOLL, ABOUT 200
 PU2198'FEET SOUTH OF A FENCE CORNER, AND 6 INCHES WEST OF THE WIRE
 PU2198'FENCE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PU2198'DISK STAMPED TT 11 GB 1950 SET IN THE TOP OF A 6-INCH CONCRETE
 PU2198'POST THAT PROJECTS 4 INCHES.
 PU2198'
 PU2198'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 PU2198'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2198'
 PU2198'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 PU2198
 PU2198                          STATION RECOVERY (1961)
 PU2198
 PU2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WFR)
 PU2198'STATION RECOVERED AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 PU2198'
 PU2198'ORIGINAL DESCRIPTION IS STILL ADEQUATE FOR REACHING STATION,
 PU2198'EXCEPT YOU TURN OFF INTO PASTURE 0.2 MILE FARTHER EAST
 PU2198'THAN BEFORE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0468 ***********************************************************************
 QQ0468  DESIGNATION -  ANTELOPE 2
 QQ0468  PID         -  QQ0468
 QQ0468  STATE/COUNTY-  SD/DAY
 QQ0468  COUNTRY     -  US
 QQ0468  USGS QUAD   -  LANGFORD (2017)
 QQ0468
 QQ0468                         *CURRENT SURVEY CONTROL
 QQ0468  ______________________________________________________________________
 QQ0468* NAD 83(1996) POSITION- 45 31 31.46723(N) 097 50 11.60054(W)   ADJUSTED
 QQ0468* NAVD 88 ORTHO HEIGHT -   449.    (meters)     1473.    (feet) SCALED
 QQ0468  ______________________________________________________________________
 QQ0468  GEOID HEIGHT    -        -24.938 (meters)                     GEOID18
 QQ0468  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 QQ0468  HORZ ORDER      -  SECOND
 QQ0468
 QQ0468.The horizontal coordinates were established by classical geodetic methods
 QQ0468.and adjusted by the National Geodetic Survey in January 1998.
 QQ0468
 QQ0468.The orthometric height was scaled from a topographic map.
 QQ0468
 QQ0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0468.GEOID18 height accuracy estimate available here.
 QQ0468
 QQ0468.Click photographs - Photos may exist for this station.
 QQ0468
 QQ0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0468
 QQ0468. The following values were computed from the NAD 83(1996) position.
 QQ0468
 QQ0468;                    North         East     Units Scale Factor Converg.
 QQ0468;SPC SD N     -   190,290.020   768,989.928   MT  0.99997334   +1 31 52.1
 QQ0468;SPC SD N     -   624,309.84  2,522,927.79   sFT  0.99997334   +1 31 52.1
 QQ0468;UTM  14      - 5,041,977.486   590,855.185   MT  0.99970149   +0 49 48.9
 QQ0468
 QQ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0468!SPC SD N     -   0.99993348  x   0.99997334  =   0.99990682
 QQ0468!UTM  14      -   0.99993348  x   0.99970149  =   0.99963499
 QQ0468
 QQ0468:                Primary Azimuth Mark                     Grid Az
 QQ0468:SPC SD N     -  ANTELOPE 2 AZ MK                         351 03 25.1
 QQ0468:UTM  14      -  ANTELOPE 2 AZ MK                         351 45 28.3
 QQ0468
 QQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9085541977(NAD 83)
 QQ0468
 QQ0468|---------------------------------------------------------------------|
 QQ0468| PID    Reference Object                     Distance      Geod. Az  |
 QQ0468|                                                           dddmmss.s |
 QQ0468| CO4223 ANTELOPE 2 RM 4                      12.620 METERS 00112     |
 QQ0468| QQ0467 LANGFORD MUNICIPAL WATER TANK       APPROX. 8.5 KM 0033756.3 |
 QQ0468| CO4222 ANTELOPE 2 RM 3                      16.038 METERS 17901     |
 QQ0468| QQ0469 ANTELOPE                             26.785 METERS 25500     |
 QQ0468| QQ0349 ANTELOPE 2 AZ MK                    485.565 METERS 3523517.2 |
 QQ0468| QQ0470 ANTELOPE AZ MK                      463.705 METERS 3542316.2 |
 QQ0468|---------------------------------------------------------------------|
 QQ0468
 QQ0468                          SUPERSEDED SURVEY CONTROL
 QQ0468
 QQ0468  NAD 83(1986)-  45 31 31.46265(N)    097 50 11.58879(W) AD(       ) 2
 QQ0468  NAD 27      -  45 31 31.63850(N)    097 50 10.22719(W) AD(       ) 2
 QQ0468
 QQ0468.Superseded values are not recommended for survey control.
 QQ0468
 QQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0468.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0468
 QQ0468_MARKER: DS = TRIANGULATION STATION DISK
 QQ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0468_STAMPING: ANTELOPE 2 1969
 QQ0468_MARK LOGO: CGS
 QQ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0468+STABILITY: SURFACE MOTION
 QQ0468
 QQ0468  HISTORY     - Date     Condition        Report By
 QQ0468  HISTORY     - 1969     MONUMENTED       CGS
 QQ0468
 QQ0468                          STATION DESCRIPTION
 QQ0468
 QQ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QQ0468'THE STATION IS IN SECTION 29, T 124 N, R 58 W, ON THE EAST
 QQ0468'RIGHT-OF-WAY OF STATE HIGHWAY 25, ABOUT 5-1/2 MILES SOUTH OF
 QQ0468'LANGFORD, 2 MILES NORTH OF PIERPONT, AND 0.2 MILE SOUTH OF A
 QQ0468'RAILROAD CROSSING.
 QQ0468'
 QQ0468'THE STATION MARK IS A STANDARD DISK STAMPED ANTELOPE 2 1969, SET
 QQ0468'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 99
 QQ0468'FEET EAST OF THE CENTER OF HIGHWAY 25, 2 FEET NORTHWEST OF A T
 QQ0468'FENCE CORNER, 1.6 FEET WEST OF FENCE LINE, AND 1.0 FOOT WEST OF
 QQ0468'A METAL WITNESS POST.
 QQ0468'
 QQ0468'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ANTELOPE 2 NO
 QQ0468'3 1969, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QQ0468'2-INCHES.  IT IS 99 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT
 QQ0468'WEST OF FENCE LINE, AND 0.9 FOOT NORTH OF A METAL WITNESS POST.
 QQ0468'
 QQ0468'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ANTELOPE 2 NO
 QQ0468'4 1969, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QQ0468'2-INCHES.  IT IS 99 FEET EAST OF THE CENTER OF THE HIGHWAY, AND
 QQ0468'1 FOOT WEST OF THE FENCE LINE.
 QQ0468'
 QQ0468'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANTELOPE 2 1969
 QQ0468'BM RESET, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QQ0468'8-INCHES.  IT IS IN THE NORTHWEST ANGLE OF A FARM CROSSROAD AND
 QQ0468'STATE HIGHWAY 25, 0.1 MILE NORTH OF A RAILROAD CROSSING, 103 FEET
 QQ0468'WEST OF THE CENTER OF HIGHWAY 25, 31 FEET NORTH OF THE CENTER OF
 QQ0468'CROSSROAD, AND 2 FEET WEST OF A POWER POLE.  THE ELEVATION FROM
 QQ0468'U.S.C. AND G.S. BENCH MARK T 91 1934 WAS TRANSFERRED TO THE
 QQ0468'AZIMUTH MARK.  THE BENCH MARK WAS ACROSS THE HIGHWAY IN A
 QQ0468'CONCRETE CULVERT HEADWALL WHICH WAS TO BE DESTROYED BY HIGHWAY
 QQ0468'IMPROVEMENT.  THE BENCH MARK DISK WAS REMOVED AND
 QQ0468'DISPOSED OF.
 QQ0468'
 QQ0468'TO REACH THE STATION FROM THE POST OFFICE IN PIERPONT, GO WEST
 QQ0468'ON THE MAIN STREET FOR 0.3 MILE TO STATE HIGHWAY 25, TURN RIGHT,
 QQ0468'NORTH, ON HIGHWAY 25 AND GO NORTH FOR 2.0 MILES TO THE STATION
 QQ0468'ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 QQ0468'STATION, CONTINUE NORTH ON HIGHWAY 25 FOR 0.3 MILE TO THE
 QQ0468'CROSSROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QQ0468'
 QQ0468'THE DISKS WERE REMOVED FROM THE ORIGINAL STATION MARK, REFERENCE
 QQ0468'MARKS NO. 1 AND NO. 2, AND THE AZIMUTH MARK UPON COMPLETION OF
 QQ0468'WORK.
 QQ0468'
 QQ0468'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED AS THEY
 QQ0468'ARE SET APPROXIMATELY ON LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0349 ***********************************************************************
 QQ0349  DESIGNATION -  ANTELOPE 2 AZ MK
 QQ0349  PID         -  QQ0349
 QQ0349  STATE/COUNTY-  SD/DAY
 QQ0349  COUNTRY     -  US
 QQ0349  USGS QUAD   -  LANGFORD (2017)
 QQ0349
 QQ0349                         *CURRENT SURVEY CONTROL
 QQ0349  ______________________________________________________________________
 QQ0349* NAD 83(1996) POSITION- 45 31 47.06371(N) 097 50 14.48722(W)   ADJUSTED
 QQ0349* NAVD 88 ORTHO HEIGHT -   446.25  (meters)     1464.1   (feet) RESET
 QQ0349  ______________________________________________________________________
 QQ0349  GEOID HEIGHT    -        -24.940 (meters)                     GEOID18
 QQ0349  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 QQ0349  HORZ ORDER      -  SECOND
 QQ0349  VERT ORDER      -  THIRD
 QQ0349
 QQ0349.The horizontal coordinates were established by classical geodetic methods
 QQ0349.and adjusted by the National Geodetic Survey in January 1998.
 QQ0349
 QQ0349.The orthometric height was computed from unverified reset data.
 QQ0349
 QQ0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0349.GEOID18 height accuracy estimate available here.
 QQ0349
 QQ0349.Click photographs - Photos may exist for this station.
 QQ0349
 QQ0349.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0349
 QQ0349. The following values were computed from the NAD 83(1996) position.
 QQ0349
 QQ0349;                    North         East     Units Scale Factor Converg.
 QQ0349;SPC SD N     -   190,769.669   768,914.448   MT  0.99997397   +1 31 50.1
 QQ0349;SPC SD N     -   625,883.49  2,522,680.15   sFT  0.99997397   +1 31 50.1
 QQ0349;UTM  14      - 5,042,457.892   590,785.596   MT  0.99970133   +0 49 47.0
 QQ0349
 QQ0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0349!SPC SD N     -   0.99993395  x   0.99997397  =   0.99990792
 QQ0349!UTM  14      -   0.99993395  x   0.99970133  =   0.99963530
 QQ0349
 QQ0349:                Primary Azimuth Mark                     Grid Az
 QQ0349:SPC SD N     -  ANTELOPE 2                               171 03 25.0
 QQ0349:UTM  14      -  ANTELOPE 2                               171 45 28.1
 QQ0349
 QQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9078542457(NAD 83)
 QQ0349
 QQ0349|---------------------------------------------------------------------|
 QQ0349| PID    Reference Object                     Distance      Geod. Az  |
 QQ0349|                                                           dddmmss.s |
 QQ0349| QQ0468 ANTELOPE 2                          485.565 METERS 1723515.1 |
 QQ0349| QQ0469 ANTELOPE                            489.822 METERS 1754141.1 |
 QQ0349|---------------------------------------------------------------------|
 QQ0349
 QQ0349                          SUPERSEDED SURVEY CONTROL
 QQ0349
 QQ0349  NAD 83(1986)-  45 31 47.05879(N)    097 50 14.47553(W) AD(       ) 2
 QQ0349  NAD 27      -  45 31 47.23504(N)    097 50 13.11349(W) AD(       ) 2
 QQ0349
 QQ0349.Superseded values are not recommended for survey control.
 QQ0349
 QQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0349.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0349
 QQ0349_MARKER: DZ = AZIMUTH MARK DISK
 QQ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0349_STAMPING: ANTELOPE 2 BM RESET 1969
 QQ0349_MARK LOGO: CGS
 QQ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0349+STABILITY: SURFACE MOTION
 QQ0349
 QQ0349  HISTORY     - Date     Condition        Report By
 QQ0349  HISTORY     - 1969     MONUMENTED       CGS
 QQ0349  HISTORY     - 1969     GOOD             CGS
 QQ0349
 QQ0349                          STATION DESCRIPTION
 QQ0349
 QQ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QQ0349'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANTELOPE 2 1969 BM
 QQ0349'RESET, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QQ0349'8-INCHES.  IT IS IN THE NORTHWEST ANGLE OF A FARM CROSSROAD AND
 QQ0349'STATE HIGHWAY 25, 0.1 MILE NORTH OF A RAILROAD CROSSING, 103 FEET
 QQ0349'WEST OF THE CENTER OF HIGHWAY 25, 31 FEET NORTH OF THE CENTER OF
 QQ0349'CROSSROAD, AND 2 FEET WEST OF A POWER POLE.  THE ELEVATION FROM
 QQ0349'U.S.C. AND G.S. BENCH MARK T 91 1934 WAS TRANSFERRED TO THE
 QQ0349'AZIMUTH MARK.  THE BENCH MARK WAS ACROSS THE HIGHWAY IN A
 QQ0349'CONCRETE CULVERT HEADWALL WHICH WAS TO BE DESTROYED BY HIGHWAY
 QQ0349'IMPROVEMENT.  THE BENCH MARK DISK WAS REMOVED AND
 QQ0349'DISPOSED OF.
 QQ0349
 QQ0349                          STATION RECOVERY (1969)
 QQ0349
 QQ0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 QQ0349'2.3 MI N FROM PIERPONT.
 QQ0349'2.3 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE MAIN STREET INTO
 QQ0349'PIERPONT, 0.1 MILE NORTH OF A RAILROAD CROSSING, IN THE NORTHWEST
 QQ0349'ANGLE AT A CROSSING OF A GRAVELED FARM ROAD AND HIGHWAY 25, 103
 QQ0349'FEET WEST OF THE CENTER OF HIGHWAY 25, 31 FEET NORTH OF CENTER
 QQ0349'OF CROSSROAD, AND 2 FEET WEST OF A POWER POLE, SET IN A SQUARE
 QQ0349'CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS THE AZIMUTH
 QQ0349'MARK FOR ANTELOPE 2 1969, TRIANGULATION STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0470 ***********************************************************************
 QQ0470  DESIGNATION -  ANTELOPE AZ MK
 QQ0470  PID         -  QQ0470
 QQ0470  STATE/COUNTY-  SD/DAY
 QQ0470  COUNTRY     -  US
 QQ0470  USGS QUAD   -  LANGFORD (2017)
 QQ0470
 QQ0470                         *CURRENT SURVEY CONTROL
 QQ0470  ______________________________________________________________________
 QQ0470* NAD 83(1996) POSITION- 45 31 46.41507(N) 097 50 13.69037(W)   ADJUSTED
 QQ0470* NAVD 88 ORTHO HEIGHT -   449.    (meters)     1473.    (feet) SCALED
 QQ0470  ______________________________________________________________________
 QQ0470  GEOID HEIGHT    -        -24.939 (meters)                     GEOID18
 QQ0470  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 QQ0470  HORZ ORDER      -  SECOND
 QQ0470
 QQ0470.The horizontal coordinates were established by classical geodetic methods
 QQ0470.and adjusted by the National Geodetic Survey in January 1998.
 QQ0470
 QQ0470.The orthometric height was scaled from a topographic map.
 QQ0470
 QQ0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0470.GEOID18 height accuracy estimate available here.
 QQ0470
 QQ0470.Click photographs - Photos may exist for this station.
 QQ0470
 QQ0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0470
 QQ0470. The following values were computed from the NAD 83(1996) position.
 QQ0470
 QQ0470;                    North         East     Units Scale Factor Converg.
 QQ0470;SPC SD N     -   190,750.113   768,932.267   MT  0.99997395   +1 31 50.7
 QQ0470;SPC SD N     -   625,819.33  2,522,738.61   sFT  0.99997395   +1 31 50.7
 QQ0470;UTM  14      - 5,042,438.125   590,803.170   MT  0.99970137   +0 49 47.6
 QQ0470
 QQ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0470!SPC SD N     -   0.99993348  x   0.99997395  =   0.99990743
 QQ0470!UTM  14      -   0.99993348  x   0.99970137  =   0.99963487
 QQ0470
 QQ0470:                Primary Azimuth Mark                     Grid Az
 QQ0470:SPC SD N     -  ANTELOPE 2                               172 51 24.0
 QQ0470:UTM  14      -  ANTELOPE 2                               173 33 27.1
 QQ0470
 QQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9080342438(NAD 83)
 QQ0470
 QQ0470|---------------------------------------------------------------------|
 QQ0470| PID    Reference Object                     Distance      Geod. Az  |
 QQ0470|                                                           dddmmss.s |
 QQ0470| QQ0468 ANTELOPE 2                          463.705 METERS 1742314.7 |
 QQ0470| QQ0469 ANTELOPE                            468.820 METERS 1773707.6 |
 QQ0470|---------------------------------------------------------------------|
 QQ0470
 QQ0470                          SUPERSEDED SURVEY CONTROL
 QQ0470
 QQ0470  NAD 83(1986)-  45 31 46.41017(N)    097 50 13.67869(W) AD(       ) 2
 QQ0470  NAD 27      -  45 31 46.58653(N)    097 50 12.31670(W) AD(       ) 2
 QQ0470
 QQ0470.Superseded values are not recommended for survey control.
 QQ0470
 QQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0470.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0470
 QQ0470_MARKER: DZ = AZIMUTH MARK DISK
 QQ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0470_STAMPING: ANTELOPE 1952
 QQ0470_MARK LOGO: CGS
 QQ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0470+STABILITY: SURFACE MOTION
 QQ0470
 QQ0470  HISTORY     - Date     Condition        Report By
 QQ0470  HISTORY     - 1952     MONUMENTED       CGS
 QQ0470  HISTORY     - 1969     SEE DESCRIPTION  CGS
 QQ0470
 QQ0470                          STATION DESCRIPTION
 QQ0470
 QQ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0470'TO REACH THE STATION FROM AN INTERSECTION JUST EAST OF THE
 QQ0470'RAILROAD DEPOT IN LANGFORD WHERE STATE HIGHWAY 25 TURNS SOUTH, GO
 QQ0470'SOUTH ON STATE HIGHWAY 25 FOR 5.35 MILES TO THE AZIMUTH MARK ON
 QQ0470'THE RIGHT.
 QQ0470'
 QQ0470'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QQ0470'34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 19 FEET
 QQ0470'SOUTH-SOUTHWEST OF A STOP SIGN POST, AND 2 FEET SOUTH OF A WHITE
 QQ0470'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QQ0470'IS STAMPED ANTELOPE 1952.
 QQ0470
 QQ0470                          STATION RECOVERY (1969)
 QQ0470
 QQ0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 QQ0470'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 QQ0470'IMPROVEMENTS, ALL OF THE MARKS WERE TO BE DESTROYED.
 QQ0470'
 QQ0470'ANTELOPE 2 WAS ESTABLISHED EAST OF THE ORIGINAL STATION, THEN ALL
 QQ0470'OLD MARKS WERE DESTROYED.
 QQ0470'
 QQ0470'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR ANTELOPE 2.
 QQ0470'
 QQ0470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0470'2 MILES NORTH OF PIERPONT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2384 ***********************************************************************
 PU2384  DESIGNATION -  ANTELOPE BUTTE
 PU2384  PID         -  PU2384
 PU2384  STATE/COUNTY-  SD/BUTTE
 PU2384  COUNTRY     -  US
 PU2384  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU2384
 PU2384                         *CURRENT SURVEY CONTROL
 PU2384  ______________________________________________________________________
 PU2384* NAD 83(1996) POSITION- 44 59 30.82897(N) 103 47 22.03248(W)   ADJUSTED
 PU2384* NAVD 88 ORTHO HEIGHT -  1072.    (meters)     3517.    (feet) SCALED
 PU2384  ______________________________________________________________________
 PU2384  GEOID HEIGHT    -        -15.938 (meters)                     GEOID18
 PU2384  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 PU2384  HORZ ORDER      -  SECOND
 PU2384
 PU2384.The horizontal coordinates were established by classical geodetic methods
 PU2384.and adjusted by the National Geodetic Survey in January 1998.
 PU2384
 PU2384.The orthometric height was scaled from a topographic map.
 PU2384
 PU2384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2384.GEOID18 height accuracy estimate available here.
 PU2384
 PU2384.Click photographs - Photos may exist for this station.
 PU2384
 PU2384.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2384
 PU2384. The following values were computed from the NAD 83(1996) position.
 PU2384
 PU2384;                    North         East     Units Scale Factor Converg.
 PU2384;SPC SD N     -   135,734.387   301,298.619   MT  0.99993965   -2 40 55.0
 PU2384;SPC SD N     -   445,321.90    988,510.55   sFT  0.99993965   -2 40 55.0
 PU2384;UTM  13      - 4,982,763.005   595,423.044   MT  0.99971196   +0 51 21.3
 PU2384
 PU2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2384!SPC SD N     -   0.99983437  x   0.99993965  =   0.99977403
 PU2384!UTM  13      -   0.99983437  x   0.99971196  =   0.99954638
 PU2384
 PU2384:                Primary Azimuth Mark                     Grid Az
 PU2384:SPC SD N     -  ANTELOPE BUTTE AZ MK                     136 45 33.9
 PU2384:UTM  13      -  ANTELOPE BUTTE AZ MK                     133 13 17.6
 PU2384
 PU2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9542382763(NAD 83)
 PU2384
 PU2384|---------------------------------------------------------------------|
 PU2384| PID    Reference Object                     Distance      Geod. Az  |
 PU2384|                                                           dddmmss.s |
 PU2384| CP9500 ANTELOPE BUTTE RM 1                  11.803 METERS 11534     |
 PU2384| CP9499 ANTELOPE BUTTE AZ MK                               1340438.9 |
 PU2384| CP9501 ANTELOPE BUTTE RM 2                  10.520 METERS 29536     |
 PU2384|---------------------------------------------------------------------|
 PU2384
 PU2384                          SUPERSEDED SURVEY CONTROL
 PU2384
 PU2384  NAD 83(1993)-  44 59 30.82493(N)    103 47 22.03198(W) AD(       ) 2
 PU2384  NAD 83(1986)-  44 59 30.81811(N)    103 47 22.02864(W) AD(       ) 2
 PU2384  NAD 27      -  44 59 30.85840(N)    103 47 20.28800(W) AD(       ) 2
 PU2384
 PU2384.Superseded values are not recommended for survey control.
 PU2384
 PU2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2384.See file dsdata.pdf to determine how the superseded data were derived.
 PU2384
 PU2384_MARKER: DS = TRIANGULATION STATION DISK
 PU2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2384_STAMPING: ANTELOPE BUTTE 1950
 PU2384_MARK LOGO: CGS
 PU2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2384+STABILITY: SURFACE MOTION
 PU2384
 PU2384  HISTORY     - Date     Condition        Report By
 PU2384  HISTORY     - 1950     MONUMENTED       CGS
 PU2384  HISTORY     - 1952     GOOD             CGS
 PU2384  HISTORY     - 1962     GOOD             CGS
 PU2384
 PU2384                          STATION DESCRIPTION
 PU2384
 PU2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2384'THE STATION IS LOCATED ON THE HIGHEST POINT OF ANTELOPE BUTTE,
 PU2384'ABOUT 22 MILES NORTH OF BELLE FOURCHE, 0.75 MILE WEST OF U.S.
 PU2384'HIGHWAY NO. 85, AND 10 FEET SOUTHEAST OF A WITNESS POST.
 PU2384'
 PU2384'THE STATION MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 PU2384'ANTELOPE BUTTE 1950.
 PU2384'
 PU2384'REFERENCE MARK NO. 1 IS ON THE CREST OF THE BUTTE.  IT PROJECTS
 PU2384'6 INCHES, AND THE DISK IS STAMPED ANTELOPE BUTTE NO 1 1950.
 PU2384'
 PU2384'REFERENCE MARK NO. 2 IS ON THE CREST OF THE BUTTE.  IT PROJECTS
 PU2384'5 INCHES, AND THE DISK IS STAMPED ANTELOPE BUTTE NO 2 1950.
 PU2384'
 PU2384'THE AZIMUTH MARK IS 7 FEET NORTHEAST OF THE CENTER OF A TRACK
 PU2384'ROAD, AND 3 FEET WEST OF A WITNESS POST.  IT PROJECTS 7 INCHES,
 PU2384'AND THE DISK IS STAMPED ANTELOPE BUTTE 1950.
 PU2384'
 PU2384'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2384'CYLINDERS.
 PU2384
 PU2384                          STATION RECOVERY (1952)
 PU2384
 PU2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PU2384'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PU2384'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PU2384
 PU2384                          STATION RECOVERY (1962)
 PU2384
 PU2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2384'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 PU2384'2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 PU2384'DIRECTION TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS DIRECTION
 PU2384'BY 4 MINUTES 06.0 SECONDS.  THE DISTANCE TO REFERENCE MARK NO.
 PU2384'1 WAS VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 2 WAS
 PU2384'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2 MISSED THE
 PU2384'PREVIOUS DISTANCE BY .035 METER.  THE DIRECTION TO THE AZIMUTH
 PU2384'MARK WAS VERIFIED.
 PU2384'
 PU2384'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PU2384'
 PU2384'THE STATION IS 22 MILES NORTH OF BELLE FOURCHE, 3/4 MILE
 PU2384'WEST OF U.S. HIGHWAY 85, ON THE HIGHEST POINT OF A RIDGE WHICH
 PU2384'IS LOCALLY KNOWN AS ANTELOPE BUTTE, IN THE NORTHWEST QUARTER OF
 PU2384'SECTION 20, R 3 E, T 12 N, AND ON PROPERTY OWNED BY MR. DON HOEYE,
 PU2384'WHO LIVES ABOUT 3-1/2 MILES SOUTHEAST OF THE STATION.
 PU2384'
 PU2384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 PU2384'212 AND 85, AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON
 PU2384'HIGHWAY 85 FOR 13.4 MILES TO A SIDE ROAD ON THE RIGHT AT THE
 PU2384'SUMMIT OF A RIDGE.  CONTINUE NORTH ON HIGHWAY 85 FOR 7.2 MILES
 PU2384'TO A GEOGRAPHIC CENTER MONUMENT ON THE RIGHT.  CONTINUE NORTH
 PU2384'ON HIGHWAY 85 FOR 0.9 MILE TO A TRACK ROAD AND A WIRE GATE
 PU2384'ON THE LEFT.  TURN LEFT, PASS THROUGH THE WIRE GATE (LOCKED),
 PU2384'GO WEST ON THE TRACK ROAD FOR 0.05 MILE TO A FORK.* BEAR RIGHT
 PU2384'AND GO NORTHWEST AND WEST ON A TRACK ROAD FOR 1.2 MILES TO
 PU2384'THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 PU2384'
 PU2384'STATION MARK IS A STANDARD DISK STAMPED ANTELOPE BUTTE 1950,
 PU2384'SET IN A ROUND CONCRETE POST WHICH PROJECTS 12 INCHES.  IT IS
 PU2384'27 FEET SOUTHEAST OF A PINNACLE SHAPED ROCK WHICH PROJECTS
 PU2384'ABOUT 8 FEET AND 9.5 FEET SOUTHEAST OF A WOODEN WITNESS POST.
 PU2384'THE UNDERGROUND DISK WAS NOT INSPECTED.
 PU2384'
 PU2384'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANTELOPE BUTTE
 PU2384'NO 1 1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 PU2384'INCHES.
 PU2384'
 PU2384'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANTELOPE BUTTE
 PU2384'NO 2 1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 PU2384'INCHES.  IT IS 17 FEET SOUTHWEST OF THE PINNACLE SHAPED ROCK
 PU2384'AND THE SAME ELEVATION AS THE STATION.
 PU2384'
 PU2384'AZIMUTH MARK IS A STANDARD DISK STAMPED ANTELOPE BUTTE 1950,
 PU2384'SET IN A ROUND CONCRETE POST WHICH PROJECTS 12 INCHES.  IT IS
 PU2384'25 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD.  AND 2.0 FEET
 PU2384'WEST OF A METAL WITNESS POST.
 PU2384'
 PU2384'*TO REACH THE AZIMUTH MARK FROM THIS POINT, BEAR LEFT AND GO
 PU2384'WEST ON A TRACK ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 PU2384'RIGHT.
 PU2384'
 PU2384'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0921 ***********************************************************************
 OS0921  DESIGNATION -  ANTELOPE RM 1
 OS0921  PID         -  OS0921
 OS0921  STATE/COUNTY-  SD/TODD
 OS0921  COUNTRY     -  US
 OS0921  USGS QUAD   -  MISSION (2017)
 OS0921
 OS0921                         *CURRENT SURVEY CONTROL
 OS0921  ______________________________________________________________________
 OS0921* NAD 83(1986) POSITION- 43 16 01.45   (N) 100 39 41.73   (W)   HD_HELD1
 OS0921* NAVD 88 ORTHO HEIGHT -   866.405 (meters)     2842.53  (feet) ADJUSTED
 OS0921  ______________________________________________________________________
 OS0921  GEOID HEIGHT    -        -23.104 (meters)                     GEOID18
 OS0921  DYNAMIC HEIGHT  -        866.054 (meters)     2841.38  (feet) COMP
 OS0921  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 OS0921
 OS0921  VERT ORDER      -  FIRST     CLASS II
 OS0921
 OS0921.The horizontal coordinates were determined by differentially corrected
 OS0921.hand held GPS observations or other comparable positioning techniques
 OS0921.and have an estimated accuracy of +/- 3 meters.
 OS0921
 OS0921.The orthometric height was determined by differential leveling and
 OS0921.adjusted by the NATIONAL GEODETIC SURVEY
 OS0921.in June 1994.
 OS0921
 OS0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0921.GEOID18 height accuracy estimate available here.
 OS0921
 OS0921.Click photographs - Photos may exist for this station.
 OS0921
 OS0921.The dynamic height is computed by dividing the NAVD 88
 OS0921.geopotential number by the normal gravity value computed on the
 OS0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0921.degrees latitude (g = 980.6199 gals.).
 OS0921
 OS0921.The modeled gravity was interpolated from observed gravity values.
 OS0921
 OS0921;                    North         East    Units  Estimated Accuracy
 OS0921;SPC SD S     -   103,782.3     573,351.8     MT  (+/- 3 meters HH1 GPS) 
 OS0921
 OS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6515391813(NAD 83)
 OS0921
 OS0921                          SUPERSEDED SURVEY CONTROL
 OS0921
 OS0921.No superseded survey control is available for this station.
 OS0921
 OS0921_MARKER: DR = REFERENCE MARK DISK
 OS0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0921_STAMPING: ANTELOPE NO 1 1933
 OS0921_MARK LOGO: CGS
 OS0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0921+STABILITY: SURFACE MOTION
 OS0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0921+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0921
 OS0921  HISTORY     - Date     Condition        Report By
 OS0921  HISTORY     - 1933     MONUMENTED       CGS
 OS0921  HISTORY     - 19920722 GOOD             NGS
 OS0921
 OS0921                          STATION DESCRIPTION
 OS0921
 OS0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0921'4.3 KM (2.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0921'OF U.S. HIGHWAY 18 IN MISSION, THENCE 0.8 KM (0.50 MI) WESTERLY
 OS0921'ACROSS A PASTURE, NEAR THE TOP OF THE MOST PROMINENT BUTTE, 24.8 M
 OS0921'(81.4 FT) EAST OF TRIANGULATION STATION ANTELOPE, AND THE MONUMENT
 OS0921'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 OS0921'IS ON PROPERTY OWNED BY DUANE TATE, BOX 28, MISSION, SD 57555,
 OS0921'TELEPHONE NUMBER (605) 856-2600.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0922 ***********************************************************************
 OS0922  DESIGNATION -  ANTELOPE RM 2
 OS0922  PID         -  OS0922
 OS0922  STATE/COUNTY-  SD/TODD
 OS0922  COUNTRY     -  US
 OS0922  USGS QUAD   -  MISSION (2017)
 OS0922
 OS0922                         *CURRENT SURVEY CONTROL
 OS0922  ______________________________________________________________________
 OS0922* NAD 83(1986) POSITION- 43 16 00.     (N) 100 39 44.     (W)   SCALED
 OS0922* NAVD 88 ORTHO HEIGHT -   859.131 (meters)     2818.67  (feet) ADJUSTED
 OS0922  ______________________________________________________________________
 OS0922  GEOID HEIGHT    -        -23.100 (meters)                     GEOID18
 OS0922  DYNAMIC HEIGHT  -        858.784 (meters)     2817.53  (feet) COMP
 OS0922  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 OS0922
 OS0922  VERT ORDER      -  FIRST     CLASS II
 OS0922
 OS0922.The horizontal coordinates were scaled from a map and have
 OS0922.an estimated accuracy of +/- 6 seconds.
 OS0922
 OS0922.The orthometric height was determined by differential leveling and
 OS0922.adjusted by the NATIONAL GEODETIC SURVEY
 OS0922.in June 1994.
 OS0922
 OS0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0922.GEOID18 height accuracy estimate available here.
 OS0922
 OS0922.Click photographs - Photos may exist for this station.
 OS0922
 OS0922.The dynamic height is computed by dividing the NAVD 88
 OS0922.geopotential number by the normal gravity value computed on the
 OS0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0922.degrees latitude (g = 980.6199 gals.).
 OS0922
 OS0922.The modeled gravity was interpolated from observed gravity values.
 OS0922
 OS0922;                    North         East    Units  Estimated Accuracy
 OS0922;SPC SD S     -   103,740.      573,300.      MT  (+/- 180 meters Scaled)
 OS0922
 OS0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN651917(NAD 83)
 OS0922
 OS0922                          SUPERSEDED SURVEY CONTROL
 OS0922
 OS0922.No superseded survey control is available for this station.
 OS0922
 OS0922_MARKER: DR = REFERENCE MARK DISK
 OS0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0922_STAMPING: ANTELOPE NO 2 1933
 OS0922_MARK LOGO: CGS
 OS0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0922+STABILITY: SURFACE MOTION
 OS0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0922+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0922
 OS0922  HISTORY     - Date     Condition        Report By
 OS0922  HISTORY     - 1933     MONUMENTED       CGS
 OS0922  HISTORY     - 19920722 GOOD             NGS
 OS0922
 OS0922                          STATION DESCRIPTION
 OS0922
 OS0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0922'4.3 KM (2.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0922'OF U.S. HIGHWAY 18 IN MISSION, THENCE 0.8 KM (0.50 MI) WESTERLY
 OS0922'ACROSS A PASTURE, NEAR THE TOP OF THE MOST PROMINENT BUTTE, 41.5 M
 OS0922'(136.2 FT) SOUTHWEST OF TRIANGULATION STATION ANTELOPE, 40.7 M (133.5
 OS0922'FT) NORTHWEST OF A SECTION CORNER POST, AND THE MONUMENT PROJECTS 0.2
 OS0922'M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 OS0922'PROPERTY OWNED BY DUANE TATE, BOX 28, MISSION, SD 57555, TELEPHONE
 OS0922'NUMBER (605) 856-2600.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1199 ***********************************************************************
 PR1199  SACS        -  This is a Secondary Airport Control Station.
 PR1199  DESIGNATION -  AP STA A
 PR1199  PID         -  PR1199
 PR1199  STATE/COUNTY-  SD/BROOKINGS
 PR1199  COUNTRY     -  US
 PR1199  USGS QUAD   -  BROOKINGS (2017)
 PR1199
 PR1199                         *CURRENT SURVEY CONTROL
 PR1199  ______________________________________________________________________
 PR1199* NAD 83(2011) POSITION- 44 18 25.35552(N) 096 49 03.80970(W)   ADJUSTED
 PR1199* NAD 83(2011) ELLIP HT-   465.514 (meters)        (06/27/12)   ADJUSTED
 PR1199* NAD 83(2011) EPOCH   -  2010.00
 PR1199* NAVD 88 ORTHO HEIGHT -   490.89  (meters)     1610.5   (feet) LEVELING
 PR1199  ______________________________________________________________________
 PR1199  GEOID HEIGHT    -        -25.395 (meters)                     GEOID18
 PR1199  NAD 83(2011) X  -   -542,752.583 (meters)                     COMP
 PR1199  NAD 83(2011) Y  - -4,539,714.356 (meters)                     COMP
 PR1199  NAD 83(2011) Z  -  4,432,895.000 (meters)                     COMP
 PR1199  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 PR1199  VERT ORDER      -  THIRD ?
 PR1199
 PR1199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1199  Standards:
 PR1199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1199  -------------------------------------------------------------------
 PR1199  NETWORK    0.74   2.23           0.33   0.27   1.14     -0.11582023
 PR1199  -------------------------------------------------------------------
 PR1199  Click here for local accuracies and other accuracy information.
 PR1199
 PR1199.This mark is at Brookings Airport (BKX)
 PR1199
 PR1199.The horizontal coordinates were established by GPS observations
 PR1199.and adjusted by the National Geodetic Survey in June 2012.
 PR1199
 PR1199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1199.been affixed to the stable North American tectonic plate. See 
 PR1199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1199
 PR1199.The horizontal coordinates are valid at the epoch date displayed above
 PR1199.which is a decimal equivalence of Year/Month/Day.
 PR1199
 PR1199.The orthometric height was determined by differential leveling.
 PR1199.The vertical network tie was performed by a horz. field party for horz.
 PR1199.obs reductions. Reset procedures were used to establish the elevation.
 PR1199
 PR1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1199.GEOID18 height accuracy estimate available here.
 PR1199
 PR1199.Click photographs - Photos may exist for this station.
 PR1199
 PR1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1199
 PR1199.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1199
 PR1199.The ellipsoidal height was determined by GPS observations
 PR1199.and is referenced to NAD 83.
 PR1199
 PR1199. The following values were computed from the NAD 83(2011) position.
 PR1199
 PR1199;                    North         East     Units Scale Factor Converg.
 PR1199;SPC SD N     -    57,630.260   853,858.613   MT  1.00002280   +2 15 08.0
 PR1199;SPC SD N     -   189,075.28  2,801,367.80   sFT  1.00002280   +2 15 08.0
 PR1199;UTM  14      - 4,908,292.310   674,058.234   MT  0.99997260   +1 31 28.9
 PR1199
 PR1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1199!SPC SD N     -   0.99992701  x   1.00002280  =   0.99994981
 PR1199!UTM  14      -   0.99992701  x   0.99997260  =   0.99989961
 PR1199
 PR1199:                Primary Azimuth Mark                     Grid Az
 PR1199:SPC SD N     -  AP STA B                                 126 39 13.9
 PR1199:UTM  14      -  AP STA B                                 127 22 53.0
 PR1199
 PR1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7405808292(NAD 83)
 PR1199
 PR1199|---------------------------------------------------------------------|
 PR1199| PID    Reference Object                     Distance      Geod. Az  |
 PR1199|                                                           dddmmss.s |
 PR1199| PR1201 AP STA B                            APPROX. 1.2 KM 1285421.9 |
 PR1199|---------------------------------------------------------------------|
 PR1199
 PR1199                          SUPERSEDED SURVEY CONTROL
 PR1199
 PR1199  NAD 83(2007)-  44 18 25.35546(N)    096 49 03.81066(W) AD(2002.00) 0
 PR1199  ELLIP H (02/10/07)  465.544  (m)                       GP(2002.00)    
 PR1199  ELLIP H (03/16/99)  465.466  (m)                       GP(       ) 4 1
 PR1199  NAD 83(1996)-  44 18 25.35496(N)    096 49 03.80992(W) AD(       ) 1
 PR1199  ELLIP H (01/20/99)  465.574  (m)                       GP(       ) 4 1
 PR1199  NAD 83(1996)-  44 18 25.35458(N)    096 49 03.81089(W) AD(       ) 2
 PR1199  ELLIP H (01/23/98)  465.466  (m)                       GP(       ) 4 1
 PR1199  NAD 83(1986)-  44 18 25.35282(N)    096 49 03.79010(W) AD(       ) 2
 PR1199  NGVD 29             490.62   (m)         1609.6    (f) LEVELING    3  
 PR1199
 PR1199.Superseded values are not recommended for survey control.
 PR1199
 PR1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1199.See file dsdata.pdf to determine how the superseded data were derived.
 PR1199
 PR1199_MARKER: DT = TOPOGRAPHIC STATION DISK
 PR1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1199_STAMPING: AP STA. A 1964
 PR1199_MARK LOGO: CGS
 PR1199_PROJECTION: FLUSH
 PR1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1199+STABILITY: SURFACE MOTION
 PR1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1199+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2017
 PR1199
 PR1199  HISTORY     - Date     Condition        Report By
 PR1199  HISTORY     - 1964     MONUMENTED       CGS
 PR1199  HISTORY     - 19921019 GOOD
 PR1199  HISTORY     - 19930615 GOOD             NGS
 PR1199  HISTORY     - 19940916 MARK NOT FOUND   NGS
 PR1199  HISTORY     - 19951019 GOOD             NGS
 PR1199  HISTORY     - 19981101 GOOD             NGS
 PR1199  HISTORY     - 20110927 GOOD             INDIV
 PR1199  HISTORY     - 20170922 GOOD             INDIV
 PR1199
 PR1199                          STATION DESCRIPTION
 PR1199
 PR1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PR1199'STATION IS LOCATED ON THE BROOKINGS MUNICIPAL AIRPORT WHICH IS AT THE
 PR1199'WEST END OF THE CITY OF BROOKINGS, SD.
 PR1199'STATION IS LOCATED ABOUT 1425 FT (434.34 M) SOUTHEAST OF THE END OF
 PR1199'PAVING FOR RUNWAY END 12 ON THE SOUTH SIDE OF RUNWAY 12/30.  IT IS
 PR1199'115.0 FT (35.05 M) NORTHWEST OF THE SIXTH RUNWAY LIGHT FROM THE
 PR1199'RUNWAY END, 98.0 FT (29.87 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT
 PR1199'FROM THE RUNWAY END AND 55.0 FT (16.76 M) FROM THE EDGE OF THE
 PR1199'RUNWAY.
 PR1199
 PR1199                          STATION RECOVERY (1992)
 PR1199
 PR1199'RECOVERED 1992
 PR1199'RECOVERED IN GOOD CONDITION.
 PR1199
 PR1199                          STATION RECOVERY (1993)
 PR1199
 PR1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 PR1199'THE STATION IS LOCATED SE OF THE 1000 FT (304.8 M) REMAINING MARKER
 PR1199'FOR RUNWAY END 30, 115.3 FT. (35.1 M) W OF THE 6TH RUNWAY LIGHT (FROM
 PR1199'NW END) , 98.0 FT. (29.9 M) SE OF THE 5TH RUNWAY LIGHT (FROM NW END) ,
 PR1199'AND 55.0 FT. (16.8 M) SW OF THE SW EDGE OF THE RUNWAY. THE DISK IS A
 PR1199'STANDARD TOPOGRAPHIC DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH
 PR1199'THE GROUND AND STAMPED AP 1964 STA A.
 PR1199
 PR1199                          STATION RECOVERY (1994)
 PR1199
 PR1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1199'THERE HAS BEEN AIRPORT CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR1199'DESTROYED.
 PR1199
 PR1199                          STATION RECOVERY (1995)
 PR1199
 PR1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PR1199'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST-SOUTHEAST OF VOLGA,
 PR1199'1.0 MI (1.6 KM) SOUTHWEST OF BROOKINGS AND AT THE BROOKINGS MUNICIPAL
 PR1199'AIRPORT.  OWNERSHIP--CITY OF BROOKINGS, 307 2ND STREET SOUTHWEST,
 PR1199'BROOKINGS SD 57006.  AIRPORT MANAGER IS KEITH MILLER, PHONE (605)
 PR1199'692-9005.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 PR1199'HIGHWAY 29 AND U.S. HIGHWAY 14, ABOUT 2.0 MI (3.2 KM) EAST OF
 PR1199'BROOKINGS, GO WEST ON U.S. HIGHWAY 14 FOR 2.5 MI (4.0 KM) TO AN
 PR1199'INTERSECTION JUST BEFORE A CURVE RIGHT.  TURN LEFT AND GO SOUTH ON
 PR1199'WESTERN AVENUE FOR 0.45 MI (0.72 KM) TO A LOCKED GATE ON THE RIGHT ON
 PR1199'THE NORTHWEST SIDE OF THE TERMINAL BUILDING.  TURN RIGHT, PASS THROUGH
 PR1199'GATE AND GO SOUTHWEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 PR1199'PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHWEST ON THE PARALLEL TAXIWAY
 PR1199'FOR 0.45 MI (0.72 KM) TO CONNECTOR TAXIWAY A3 ON THE LEFT.  TURN LEFT
 PR1199'AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY, CROSSING THE RUNWAY AND
 PR1199'ONTO THE GRASS FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE
 PR1199'STATION IS 116.5 FT (35.5 M) WEST-NORTHWEST OF THE EIGHTH RUNWAY LIGHT
 PR1199'(51) FROM THE RUNWAY END, 106.0 FT (32.3 M) SOUTHWEST OF THE RUNWAY
 PR1199'CENTER, 99.0 FT (30.2 M) SOUTH-SOUTHEAST OF THE SEVENTH RUNWAY LIGHT
 PR1199'(50), 47.0 FT (14.3 M) NORTHWEST OF THE EXTENDED CONNECTOR TAXIWAY
 PR1199'CENTER AND 1.0 FT (0.3 M) NORTHEAST OF A SHORT WITNESS POST. THIS IS A
 PR1199'SECONDARY AIRPORT CONTROL STATION.
 PR1199
 PR1199                          STATION RECOVERY (1998)
 PR1199
 PR1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALJ)
 PR1199'RECOVERED AS DESCRIBED.
 PR1199
 PR1199                          STATION RECOVERY (2011)
 PR1199
 PR1199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (BK)
 PR1199'RECOVERED IN GOOD CONDITION.
 PR1199
 PR1199                          STATION RECOVERY (2017)
 PR1199
 PR1199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (BK)
 PR1199'IT IS APPROXIMATELY 230 FT (70.1 M) SOUTH EAST OF ASOS, AIRPORT
 PR1199'WEATHER INSTRUMENT AND 210 FT (64.0 M) NORTH-NORTHEAST OF THE ASPHALT
 PR1199'EDGE OF A NEW TAXIWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2659 ***********************************************************************
 PU2659  SACS        -  This is a Secondary Airport Control Station.
 PU2659  DESIGNATION -  AP STA A
 PU2659  PID         -  PU2659
 PU2659  STATE/COUNTY-  SD/PENNINGTON
 PU2659  COUNTRY     -  US
 PU2659  USGS QUAD   -  BOX ELDER (2017)
 PU2659
 PU2659                         *CURRENT SURVEY CONTROL
 PU2659  ______________________________________________________________________
 PU2659* NAD 83(2011) POSITION- 44 03 03.21698(N) 103 03 44.24095(W)   ADJUSTED
 PU2659* NAD 83(2011) ELLIP HT-   952.756 (meters)        (06/27/12)   ADJUSTED
 PU2659* NAD 83(2011) EPOCH   -  2010.00
 PU2659* NAVD 88 ORTHO HEIGHT -   969.49  (meters)     3180.7   (feet) GPS OBS
 PU2659  ______________________________________________________________________
 PU2659  NAVD 88 orthometric height was determined with geoid model    GEOID99
 PU2659  GEOID HEIGHT    -        -16.625 (meters)                     GEOID99
 PU2659  GEOID HEIGHT    -        -16.730 (meters)                     GEOID18
 PU2659  NAD 83(2011) X  - -1,037,891.102 (meters)                     COMP
 PU2659  NAD 83(2011) Y  - -4,473,406.788 (meters)                     COMP
 PU2659  NAD 83(2011) Z  -  4,412,820.130 (meters)                     COMP
 PU2659  LAPLACE CORR    -         -9.69  (seconds)                    DEFLEC18
 PU2659
 PU2659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2659  Standards:
 PU2659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2659  -------------------------------------------------------------------
 PU2659  NETWORK    0.93   1.69           0.43   0.31   0.86     -0.03803879
 PU2659  -------------------------------------------------------------------
 PU2659  Click here for local accuracies and other accuracy information.
 PU2659
 PU2659.This mark is at Rapid City Airport (RAP)
 PU2659
 PU2659.The horizontal coordinates were established by GPS observations
 PU2659.and adjusted by the National Geodetic Survey in June 2012.
 PU2659
 PU2659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2659.been affixed to the stable North American tectonic plate. See 
 PU2659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2659
 PU2659.The horizontal coordinates are valid at the epoch date displayed above
 PU2659.which is a decimal equivalence of Year/Month/Day.
 PU2659
 PU2659.The orthometric height was determined by GPS observations and a
 PU2659.high-resolution geoid model.
 PU2659
 PU2659.GPS derived orthometric heights for airport stations designated as
 PU2659.PACS or SACS are published to 2 decimal places.  This maintains
 PU2659.centimeter relative accuracy between the PACS and SACS.  It does
 PU2659.not indicate centimeter accuracy relative to other marks which are
 PU2659.part of the published vertical control network.
 PU2659
 PU2659.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2659.GEOID18 height accuracy estimate available here.
 PU2659
 PU2659.Click photographs - Photos may exist for this station.
 PU2659
 PU2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2659
 PU2659.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2659
 PU2659.The ellipsoidal height was determined by GPS observations
 PU2659.and is referenced to NAD 83.
 PU2659
 PU2659. The following values were computed from the NAD 83(2011) position.
 PU2659
 PU2659;                    North         East     Units Scale Factor Converg.
 PU2659;SPC SD S     -   194,401.700   381,361.516   MT  0.99993533   -1 52 57.3
 PU2659;SPC SD S     -   637,799.58  1,251,183.57   sFT  0.99993533   -1 52 57.3
 PU2659;UTM  13      - 4,879,350.855   655,222.413   MT  0.99989634   +1 20 51.2
 PU2659
 PU2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2659!SPC SD S     -   0.99985063  x   0.99993533  =   0.99978597
 PU2659!UTM  13      -   0.99985063  x   0.99989634  =   0.99974698
 PU2659
 PU2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5522279350(NAD 83)
 PU2659
 PU2659                          SUPERSEDED SURVEY CONTROL
 PU2659
 PU2659  NAD 83(2007)-  44 03 03.21686(N)    103 03 44.24206(W) AD(2002.00) 0
 PU2659  ELLIP H (02/10/07)  952.784  (m)                       GP(2002.00)    
 PU2659  NAD 83(1993)-  44 03 03.21629(N)    103 03 44.24205(W) AD(       ) 1
 PU2659  ELLIP H (01/24/02)  952.832  (m)                       GP(       ) 4 2
 PU2659  NAD 83(1996)-  44 03 03.21147(N)    103 03 44.23527(W) AD(       ) 2
 PU2659  NAD 83(1993)-  44 03 03.20326(N)    103 03 44.23803(W) AD(       ) 2
 PU2659  NAD 83(1986)-  44 03 03.20215(N)    103 03 44.24253(W) AD(       ) 2
 PU2659  NGVD 29             969.68   (m)         3181.4    (f) LEVELING    3  
 PU2659
 PU2659.Superseded values are not recommended for survey control.
 PU2659
 PU2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2659.See file dsdata.pdf to determine how the superseded data were derived.
 PU2659
 PU2659_MARKER: DT = TOPOGRAPHIC STATION DISK
 PU2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2659_STAMPING: AP 1962 STA A
 PU2659_MARK LOGO: CGS
 PU2659_PROJECTION: RECESSED 3 CENTIMETERS
 PU2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2659+STABILITY: SURFACE MOTION
 PU2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2659+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2014
 PU2659
 PU2659  HISTORY     - Date     Condition        Report By
 PU2659  HISTORY     - 1962     MONUMENTED       CGS
 PU2659  HISTORY     - 19900915 GOOD             NGS
 PU2659  HISTORY     - 19921006 GOOD
 PU2659  HISTORY     - 19960530 GOOD             NGS
 PU2659  HISTORY     - 20011026 GOOD             NGS
 PU2659  HISTORY     - 20141203 GOOD             KADRMA
 PU2659
 PU2659                          STATION DESCRIPTION
 PU2659
 PU2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2659'THE STATION IS LOCATED ABOUT 12.9 KM (8.02 MI) EAST OF RAPID CITY, AND
 PU2659'8.0 KM (4.97 MI) SOUTH OF BOX ELDER AT THE RAPID CITY REGIONAL
 PU2659'AIRPORT, AND ALONG THE NORTHEAST SIDE OF RUNWAY 14-32.
 PU2659'
 PU2659'TO REACH THE STATION FROM THE CONTROLLED ACCESS GATE AT THE GENERAL
 PU2659'AVIATION BUILDING, PASS THROUGH GATE AND GO EAST FOR 0.2 KM (0.12 MI)
 PU2659'BETWEEN TWO SETS OF HANGARS TO AN AIRCRAFT PARKING AREA.  FROM THE
 PU2659'PARKING AREA PROCEED NORTHWEST FOR 0.5 KM (0.31 MI) ALONG NORTH-SOUTH
 PU2659'PARALLEL TAXIWAY TO A CONNECTING TAXIWAY.  TURN RIGHT ONTO TAXIWAY AND
 PU2659'CROSS RUNWAY 14-31 TO THE STATION ON THE NORTH SIDE OF THE RUNWAY.
 PU2659'
 PU2659'THE STATION IS LOCATED 20.4 M (66.93 FT) WEST OF A SET OF VASI LIGHTS,
 PU2659'15.4 M (50.52 FT) NORTH OF THE NORTH EDGE OF RUNWAY 14-31 AND 3.8 M
 PU2659'(12.47 FT) EAST OF A STORM DRAIN.
 PU2659
 PU2659                          STATION RECOVERY (1990)
 PU2659
 PU2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PU2659'THE STATION IS LOCATED 50.6 FEET (15.4 M) NORTHEAST OF THE EDGE OF
 PU2659'RUNWAY 14/32, 41.8 FEET (12.7 M) NORTHEST OF RUNWAY LIGHT, 67.0 FEET
 PU2659'(20.4 M) WEST OF THE SOUTHERN VASI IN THE EASTERN SET OF VASIS SERVING
 PU2659'RUNWAY END 14, AND 12.5 FEET (3.8 M) EAST OF A CONCRETE STORM DRAIN.
 PU2659'THE STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION DISK,
 PU2659'STAMPED AP 1962 STA. A, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 PU2659'THAT IS ABOUT ONE INCH BELOW THE SURFACE OF THE GROUND.
 PU2659
 PU2659                          STATION RECOVERY (1992)
 PU2659
 PU2659'RECOVERED 1992
 PU2659'RECOVERED IN GOOD CONDITION.
 PU2659
 PU2659                          STATION RECOVERY (1996)
 PU2659
 PU2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2659'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST OF RAPID CITY AND
 PU2659'8.0 KM (4.95 MI) SOUTH OF BOX ELDER, AT THE RAPID CITY REGIONAL
 PU2659'AIRPORT, ALONG THE SOUTHWEST SIDE OF RUNWAY 14-32.  OWNERSHIP--CITY OF
 PU2659'RAPID CITY, ROUTE 2 BOX 4640, RAPID CITY SD 57701.  AIRPORT MANAGER IS
 PU2659'DAVID R. LEPINE, PHONE 605-394-4195.
 PU2659'
 PU2659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79, 44, AND
 PU2659'U.S. HIGHWAY 16 IN RAPID CITY, GO EAST FOR 7.3 MI (11.7 KM) ON STATE
 PU2659'HIGHWAY 44 TO AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO 0.75 MI
 PU2659'(1.21 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO 0.6
 PU2659'MI (1.0 KM) TO THE EAST SIDE OF TERMINAL AND GATE 1.  CONTINUE THROUGH
 PU2659'GATE AND GO 0.2 MI (0.3 KM) NORTHEAST ACROSS APRON TO A TAXIWAY.  TURN
 PU2659'LEFT, NORTH FOR 0.7 MI (1.1 KM) TO A CONNECTING TAXIWAY.  TURN RIGHT
 PU2659'ON TAXIWAY AND CONTINUE ACROSS RUNWAY TO THE STATION ON THE NORTH SIDE
 PU2659'OF RUNWAY 14-31.
 PU2659'
 PU2659'THE STATION IS 66.9 FT (20.4 M) WEST OF A SET OF VASI LIGHTS, 49.8 FT
 PU2659'(15.2 M) NORTHEAST OF THE EAST EDGE OF RUNWAY, 41.7 FT (12.7 M) EAST
 PU2659'OF RUNWAY LIGHT AND 10.4 FT (3.2 M) SOUTHEAST OF A 3 FT (0.9 M) BY 3
 PU2659'FT (0.9 M) STORM DRAIN. THIS IS A SECONDARY AIRPORT CONTROL STATION.
 PU2659
 PU2659                          STATION RECOVERY (2001)
 PU2659
 PU2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 PU2659'THE STATION IS LOCATED ABOUT 8 MI EAST OF RAPID CITY AND 5 MI SOUTH OF
 PU2659'BOX ELDER, AT THE RAPID CITY REGIONAL AIRPORT ALONG THE NORTHEAST SIDE
 PU2659'OF RUNWAY 14-32, NEAR THE NORTH END OF THE RUNWAY 14-32.
 PU2659'OWNERSHIP--CITY OF RAPID CITY, 4550 TERMINAL RD, SUITE 102. RAPID
 PU2659'CITY, SD. 57703.  AIRPORT MANAGER IS DAVID R. LEPINE.  PHONE (605)
 PU2659'394-4195.
 PU2659'
 PU2659'TO REACH THE STATION FROM THE JUNCTION OF ST HWY 79, 44  AND US HWY
 PU2659'16.  GO EAST 7.3 MI ON ST HWY 44 TO THE INTERSECTION WITH AIRPORT ROAD
 PU2659'ON THE LEFT. TURN LEFT GOING NORTH ON AIRPORT RD FOR 0.75 MI TO THE
 PU2659'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT GOING EAST AND
 PU2659'NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 MI TO THE EAST SIDE OF
 PU2659'THE TERMINAL AND GATE NO. 1 TO THE AOA.  AFTER GAINING ACCESS TO THE
 PU2659'FIELD GO 0.2 MI (0.3 KM) NORTHEAST ACROSS APRON TO A TAXIWAY.  TURN
 PU2659'LEFT, NORTH FOR 0.7 MI (1.1 KM) TO A CONNECTING TAXIWAY 'A2'.  TURN
 PU2659'RIGHT ON TAXIWAY AND CONTINUE ACROSS RUNWAY TO THE STATION ON THE
 PU2659'NORTHEAST SIDE OF RUNWAY 14-31.
 PU2659'
 PU2659'THE STATION IS 66 FT  WEST OF BASE OF OLD VASI LIGHTS, 120 FT
 PU2659'SOUTHEAST OF THE PAPI, 49.8 FT (15.2 M) NORTHEAST OF THE EAST EDGE OF
 PU2659'RUNWAY, 41.7 FT (12.7 M) EAST OF RUNWAY LIGHT AND 10.4 FT (3.2 M)
 PU2659'SOUTHEAST OF A 3 FT (0.9 M) BY 3 FT (0.9 M) STORM DRAIN. THIS IS A
 PU2659'SECONDARY AIRPORT CONTROL STATION.
 PU2659
 PU2659                          STATION RECOVERY (2014)
 PU2659
 PU2659'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2014 (GF)
 PU2659'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1219 ***********************************************************************
 PT1219  DESIGNATION -  AP STA A
 PT1219  PID         -  PT1219
 PT1219  STATE/COUNTY-  SD/HUGHES
 PT1219  COUNTRY     -  US
 PT1219  USGS QUAD   -  PIERRE NE (2017)
 PT1219
 PT1219                         *CURRENT SURVEY CONTROL
 PT1219  ______________________________________________________________________
 PT1219* NAD 83(1996) POSITION- 44 23 22.42204(N) 100 16 24.72350(W)   ADJUSTED
 PT1219* NAD 83(1996) ELLIP HT-   494.639 (meters)        (06/15/04)   ADJUSTED
 PT1219* NAVD 88 ORTHO HEIGHT -   518.023 (meters)     1699.55  (feet) ADJUSTED
 PT1219  ______________________________________________________________________
 PT1219  GEOID HEIGHT    -        -23.424 (meters)                     GEOID18
 PT1219  NAD 83(1996) X  -   -814,274.159 (meters)                     COMP
 PT1219  NAD 83(1996) Y  - -4,492,456.083 (meters)                     COMP
 PT1219  NAD 83(1996) Z  -  4,439,472.906 (meters)                     COMP
 PT1219  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 PT1219  DYNAMIC HEIGHT  -        517.922 (meters)     1699.22  (feet) COMP
 PT1219  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 PT1219
 PT1219  HORZ ORDER      -  SECOND
 PT1219  VERT ORDER      -  FIRST     CLASS II
 PT1219  ELLP ORDER      -  FOURTH    CLASS I
 PT1219
 PT1219.This mark is at Pierre Airport (PIR)
 PT1219
 PT1219.The horizontal coordinates were established by GPS observations
 PT1219.and adjusted by the National Geodetic Survey in January 1998.
 PT1219
 PT1219.The orthometric height was determined by differential leveling and
 PT1219.adjusted by the NATIONAL GEODETIC SURVEY
 PT1219.in October 1997.
 PT1219
 PT1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1219.GEOID18 height accuracy estimate available here.
 PT1219
 PT1219.Click photographs - Photos may exist for this station.
 PT1219
 PT1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1219
 PT1219.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1219
 PT1219.The ellipsoidal height was determined by GPS observations
 PT1219.and is referenced to NAD 83.
 PT1219
 PT1219.The dynamic height is computed by dividing the NAVD 88
 PT1219.geopotential number by the normal gravity value computed on the
 PT1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1219.degrees latitude (g = 980.6199 gals.).
 PT1219
 PT1219.The modeled gravity was interpolated from observed gravity values.
 PT1219
 PT1219. The following values were computed from the NAD 83(1996) position.
 PT1219
 PT1219;                    North         East     Units Scale Factor Converg.
 PT1219;SPC SD S     -   228,441.426   604,764.747   MT  0.99999752   +0 02 28.5
 PT1219;SPC SD S     -   749,478.25  1,984,132.34   sFT  0.99999752   +0 02 28.5
 PT1219;UTM  14      - 4,915,930.735   398,565.770   MT  0.99972653   -0 53 27.4
 PT1219
 PT1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1219!SPC SD S     -   0.99992245  x   0.99999752  =   0.99991997
 PT1219!UTM  14      -   0.99992245  x   0.99972653  =   0.99964900
 PT1219
 PT1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9856515930(NAD 83)
 PT1219
 PT1219                          SUPERSEDED SURVEY CONTROL
 PT1219
 PT1219  ELLIP H (01/23/98)  494.654  (m)                       GP(       ) 4 1
 PT1219  NAD 83(1986)-  44 23 22.41760(N)    100 16 24.72806(W) AD(       ) 2
 PT1219  NGVD 29             517.46   (m)         1697.7    (f) LEVELING    3  
 PT1219
 PT1219.Superseded values are not recommended for survey control.
 PT1219
 PT1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1219.See file dsdata.pdf to determine how the superseded data were derived.
 PT1219
 PT1219_MARKER: DT = TOPOGRAPHIC STATION DISK
 PT1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1219_STAMPING: AP STA A 1966
 PT1219_MARK LOGO: CGS
 PT1219_PROJECTION: FLUSH
 PT1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1219+STABILITY: SURFACE MOTION
 PT1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1219+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1995
 PT1219
 PT1219  HISTORY     - Date     Condition        Report By
 PT1219  HISTORY     - 1966     MONUMENTED       CGS
 PT1219  HISTORY     - 19911003 GOOD             NGS
 PT1219  HISTORY     - 19921012 GOOD
 PT1219  HISTORY     - 19950802 GOOD             NGS
 PT1219
 PT1219                          STATION DESCRIPTION
 PT1219
 PT1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PT1219'STATION IS LOCATED AT THE PIERRE MUNICIPAL AIRPORT WHICH IS ABOUT 2.0
 PT1219'MI (3.22 KM) NORTHEAST OF THE CITY OF PIERRE, SD.
 PT1219'OBTAIN PERMISSION TO ACCESS THE FIELD FROM THE AIRPORT OFFICE OF THE
 PT1219'MANGER ON THE AIRPORT.  PROCEED ACROSS THE FIELD TO RUNWAY END 25 AND
 PT1219'THE STATION SOUTHEAST OF THE THE CORNER OF RUNWAY.
 PT1219'IT IS 192.8 FT (58.77 M) EAST OF THE EASTERNMOST RUNWAY LIGHT (SHOWS
 PT1219'WHITE) ON THE SOUTH SIDE OF THE RUNWAY, 134.6 FT (41.03 M) SOUTH OF
 PT1219'THE CENTERLINE END OF THE RUNWAY AND 50.1 FT (15.27 M) SOUTH OF THE
 PT1219'SOUTHERNMOST THRESHOLD LIGHT (SHOWING GREEN AND RED).
 PT1219
 PT1219                          STATION RECOVERY (1991)
 PT1219
 PT1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PT1219'THE STATION IS LOCATED 192.8 FT (58.8 M) E OF THE EASTERLY MOST RUNWAY
 PT1219'LIGHT ON THE SOUTH SIDE OF RWY 7/25, 134.6 FT (41.0 M) SOUTH OF RWY 25
 PT1219'C/L END, AND 50.1 FT (15.3 M) SOUTH OF THE SOUTHERN MOST THRESHOLD
 PT1219'LIGHT.  THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A
 PT1219'CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND STAMPED AP 1966 STA
 PT1219'A.
 PT1219
 PT1219                          STATION RECOVERY (1992)
 PT1219
 PT1219'RECOVERED 1992
 PT1219'RECOVERED IN GOOD CONDITION.
 PT1219
 PT1219                          STATION RECOVERY (1995)
 PT1219
 PT1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1219'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1219'IN PIERRE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG GARFIELD AVENUE,
 PT1219'THENCE 1.9 KM (1.20 MI) EASTERLY ALONG AIRPORT ROAD, THENCE 0.1 KM
 PT1219'(0.05 MI) EASTERLY ALONG REAGAN JONES ROAD, THENCE 0.5 KM (0.30 MI)
 PT1219'NORTHERLY ACROSS AN APRON, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG
 PT1219'TAXIWAY B, THENCE 2.0 KM (1.25 MI) EASTERLY ALONG RUNWAY 7-25, 40.6 M
 PT1219'(133.2 FT) SOUTH OF THE RUNWAY CENTERLINE, 15.2 M (49.9 FT) SOUTH OF
 PT1219'THE MOST SOUTHERLY OF 8 RUNWAY THRESHOLD LIGHTS, 3.0 M (9.8 FT) SOUTH
 PT1219'OF A RUNWAY APPROACH LIGHT, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PT1219'RUNWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 PT1219'MONUMENT IS ON PROPERTY OWNED BY THE PIERRE REGIONAL AIRPORT, P.O. BOX
 PT1219'1253, 222 EAST DAKOTA, PIERRE, SD 57501-1253.  CONTACT ELDON LAFAVE
 PT1219'TELEPHONE NUMBER (605) 773-7447.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1200 ***********************************************************************
 PR1200  SACS        -  This is a Secondary Airport Control Station.
 PR1200  DESIGNATION -  AP STA A2
 PR1200  PID         -  PR1200
 PR1200  STATE/COUNTY-  SD/CODINGTON
 PR1200  COUNTRY     -  US
 PR1200  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1200
 PR1200                         *CURRENT SURVEY CONTROL
 PR1200  ______________________________________________________________________
 PR1200* NAD 83(1996) POSITION- 44 55 14.06234(N) 097 09 05.54624(W)   ADJUSTED
 PR1200* NAD 83(1996) ELLIP HT-   504.697 (meters)        (06/15/04)   ADJUSTED
 PR1200* NAVD 88 ORTHO HEIGHT -   529.85  (meters)     1738.3   (feet) LEVELING
 PR1200  ______________________________________________________________________
 PR1200  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 PR1200  NAD 83(1996) X  -   -563,234.312 (meters)                     COMP
 PR1200  NAD 83(1996) Y  - -4,488,988.843 (meters)                     COMP
 PR1200  NAD 83(1996) Z  -  4,481,458.963 (meters)                     COMP
 PR1200  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 PR1200  HORZ ORDER      -  SECOND
 PR1200  VERT ORDER      -  THIRD ?
 PR1200  ELLP ORDER      -  FOURTH    CLASS I
 PR1200
 PR1200.This mark is at Watertown Airport (ATY)
 PR1200
 PR1200.The horizontal coordinates were established by GPS observations
 PR1200.and adjusted by the National Geodetic Survey in January 1998.
 PR1200
 PR1200.The orthometric height was determined by differential leveling.
 PR1200.The vertical network tie was performed by a horz. field party for horz.
 PR1200.obs reductions. Reset procedures were used to establish the elevation.
 PR1200
 PR1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1200.GEOID18 height accuracy estimate available here.
 PR1200
 PR1200.Click photographs - Photos may exist for this station.
 PR1200
 PR1200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1200
 PR1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1200
 PR1200.The ellipsoidal height was determined by GPS observations
 PR1200.and is referenced to NAD 83.
 PR1200
 PR1200. The following values were computed from the NAD 83(1996) position.
 PR1200
 PR1200;                    North         East     Units Scale Factor Converg.
 PR1200;SPC SD N     -   124,772.335   824,842.577   MT  0.99994170   +2 00 57.5
 PR1200;SPC SD N     -   409,357.24  2,706,171.02   sFT  0.99994170   +2 00 57.5
 PR1200;UTM  14      - 4,975,789.131   645,888.124   MT  0.99986171   +1 18 19.7
 PR1200
 PR1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1200!SPC SD N     -   0.99992088  x   0.99994170  =   0.99986258
 PR1200!UTM  14      -   0.99992088  x   0.99986171  =   0.99978260
 PR1200
 PR1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4588875789(NAD 83)
 PR1200
 PR1200                          SUPERSEDED SURVEY CONTROL
 PR1200
 PR1200  ELLIP H (01/23/98)  504.727  (m)                       GP(       ) 4 1
 PR1200  NAD 83(1986)-  44 55 14.05832(N)    097 09 05.51710(W) AD(       ) 2
 PR1200  NGVD 29             529.41   (m)         1736.9    (f) LEVELING    3  
 PR1200
 PR1200.Superseded values are not recommended for survey control.
 PR1200
 PR1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1200.See file dsdata.pdf to determine how the superseded data were derived.
 PR1200
 PR1200_MARKER: DT = TOPOGRAPHIC STATION DISK
 PR1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1200_STAMPING: STA A2-AP 1965
 PR1200_MARK LOGO: CGS
 PR1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1200+STABILITY: SURFACE MOTION
 PR1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1200+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 PR1200
 PR1200  HISTORY     - Date     Condition        Report By
 PR1200  HISTORY     - 1965     MONUMENTED       CGS
 PR1200  HISTORY     - 19890830 GOOD             NGS
 PR1200  HISTORY     - 19921021 GOOD
 PR1200  HISTORY     - 19951018 GOOD             NGS
 PR1200  HISTORY     - 19951028 GOOD             NGS
 PR1200  HISTORY     - 20110927 GOOD             INDIV
 PR1200
 PR1200                          STATION DESCRIPTION
 PR1200
 PR1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PR1200'STATION IS LOCATED ON THE WEST SIDE OF THE NORTH END OF THE NORTH
 PR1200'SOUTH RUNWAY AT WATERTOWN MUNICIPAL AIRPORT IN WATERTOWN, SD.
 PR1200'STATION IS 50.0 FT (15.24 M) WEST OF THE NORTHWEST CORNER OF RUNWAY
 PR1200'END 17, 39.7 FT (12.10 M) WEST OF THE WESTERNMOST THRESHOLD LIGHT AND
 PR1200'24.0 FT (7.32 M) SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE BASE
 PR1200'FOR A STROBE LIGHT (REIL).
 PR1200
 PR1200                          STATION RECOVERY (1989)
 PR1200
 PR1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PR1200'THIS STATION IS LOCATED NEAR RUNWAY END 17.  THE STATION IS 50 WEST OF
 PR1200'THE NORTHWEST CORNER OF RUNWAY END 17, 39.7 WEST OF THE WESTERNMOST
 PR1200'THRESHOLD LIGHT, AND 24.0 SOUTH OF THE SOUTHEAST CORNER OF THE
 PR1200'CONCRETE FOR THE WESTERN REIL.  THIS STATION IS SET IN THE TOP OF A
 PR1200'CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED AP 1965 STA A2.
 PR1200
 PR1200                          STATION RECOVERY (1992)
 PR1200
 PR1200'RECOVERED 1992
 PR1200'RECOVERED IN GOOD CONDITION.
 PR1200
 PR1200                          STATION RECOVERY (1995)
 PR1200
 PR1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PR1200'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF RAUVILLE,
 PR1200'4.0 MI (6.4 KM) NORTHWEST OF WATERTOWN AND AT THE WATERTOWN MUNICIPAL
 PR1200'AIRPORT.  OWNERSHIP--CITY OF WATERTOWN, PO BOX 91, WATERTOWN SD 57201.
 PR1200'AIRPORT MANAGER IS DARRELL DARLING, PHONE 605-882-6209.  TO REACH THE
 PR1200'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 81 AND 212 IN
 PR1200'WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 1.1 MI (1.8 KM) TO AN
 PR1200'INTERSECTION AND STATE HIGHWAY 20 ON THE RIGHT.  TURN RIGHT AND GO
 PR1200'NORTH THEN NORTHWESTERLY FOLLOWING STATE HIGHWAY 20 FOR 3.1 MI (5.0
 PR1200'KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON AIRPORT DRIVE
 PR1200'FOR 0.35 MI (0.56 KM) TO A FORK.  BEAR LEFT AND GO SOUTHWESTERLY ON
 PR1200'EAST AIRPORT DRIVE FOR 0.2 MI (0.3 KM) TO A GATE AND A PAVED ROAD
 PR1200'LEFT.  TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR 0.05 MI (0.08
 PR1200'KM) TO THE SOUTHEAST SIDE OF THE FIRE STATION AND A GATE ON THE RIGHT.
 PR1200'TURN RIGHT, PASS THROUGH GATE AND GO SOUTHWEST ON THE APRON FOR 0.15
 PR1200'MI (0.24 KM) TO A PARALLEL TAXIWAY AND A CONNECTOR TAXIWAY LEADING
 PR1200'EAST.  TURN HARD LEFT AND GO EAST ON CONNECTOR TAXIWAY E FOR 0.4 MI
 PR1200'(0.6 KM) TO A PAVED SERVICE ROAD LEFT AND THE STATION JUST AHEAD ON
 PR1200'THE LEFT.  THE STATION IS 101.3 FT (30.9 M) EAST OF THE SERVICE ROAD
 PR1200'CENTER, 82.4 FT (25.1 M) NORTH OF THE CONNECTOR TAXIWAY CENTER, 50.0
 PR1200'FT (15.2 M) WEST OF THE NORTHWEST CORNER OF RUNWAY END 17, 39.4 FT
 PR1200'(12.0 M) WEST OF THE WESTERNMOST THRESHOLD LIGHT AND 24.3 FT (7.4 M)
 PR1200'SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE PAD FOR A REIL.  THIS IS
 PR1200'A SECONDARY AIRPORT CONTROL STATION.
 PR1200
 PR1200                          STATION RECOVERY (1995)
 PR1200
 PR1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1200'1.8 KM (1.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1200'U.S. HIGHWAY 81 IN WATERTOWN, THENCE 4.9 KM (3.05 MI) NORTHWESTERLY
 PR1200'ALONG STATE HIGHWAY 20, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG
 PR1200'AIRLINE DRIVE, 25.0 M (82.0 FT) NORTHWEST OF THE CENTERLINE OF A
 PR1200'TAXIWAY, 11.9 M (39.0 FT) WEST OF THE MOST WESTERLY RUNWAY LIGHT, 7.4
 PR1200'M (24.3 FT) SOUTH OF THE EAST CORNER OF A BASE FOR A STROBE LIGHT,
 PR1200'WEST OF THE NORTH END OF RUNWAY 17-35, AND THE MONUMENT IS FLUSH WITH
 PR1200'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE
 PR1200'CITY OF WATERTOWN.  FOR PERMISSION TO GAIN ACCESS TO THE MONUMENT,
 PR1200'CONTACT-DARRELL DARLING, RR 7, BOX 13, WATERTOWN, SD 57201.
 PR1200
 PR1200                          STATION RECOVERY (2011)
 PR1200
 PR1200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (BK)
 PR1200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0035 ***********************************************************************
 OR0035  DESIGNATION -  AP STA B
 OR0035  PID         -  OR0035
 OR0035  STATE/COUNTY-  SD/DAVISON
 OR0035  COUNTRY     -  US
 OR0035  USGS QUAD   -  LOOMIS (2017)
 OR0035
 OR0035                         *CURRENT SURVEY CONTROL
 OR0035  ______________________________________________________________________
 OR0035* NAD 83(1986) POSITION- 43 46 49.     (N) 098 03 05.     (W)   SCALED
 OR0035* NAVD 88 ORTHO HEIGHT -   394.586 (meters)     1294.57  (feet) ADJUSTED
 OR0035  ______________________________________________________________________
 OR0035  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 OR0035  DYNAMIC HEIGHT  -        394.493 (meters)     1294.27  (feet) COMP
 OR0035  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 OR0035
 OR0035  VERT ORDER      -  SECOND    CLASS 0
 OR0035
 OR0035.This mark is at Mitchell Airport (MHE)
 OR0035
 OR0035.The horizontal coordinates were scaled from a map and have
 OR0035.an estimated accuracy of +/- 6 seconds.
 OR0035
 OR0035.The orthometric height was determined by differential leveling and
 OR0035.adjusted by the NATIONAL GEODETIC SURVEY
 OR0035.in June 1991.
 OR0035
 OR0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0035.GEOID18 height accuracy estimate available here.
 OR0035
 OR0035.Click photographs - Photos may exist for this station.
 OR0035
 OR0035.The dynamic height is computed by dividing the NAVD 88
 OR0035.geopotential number by the normal gravity value computed on the
 OR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0035.degrees latitude (g = 980.6199 gals.).
 OR0035
 OR0035.The modeled gravity was interpolated from observed gravity values.
 OR0035
 OR0035;                    North         East    Units  Estimated Accuracy
 OR0035;SPC SD S     -   163,270.      783,660.      MT  (+/- 180 meters Scaled)
 OR0035
 OR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP763479(NAD 83)
 OR0035
 OR0035                          SUPERSEDED SURVEY CONTROL
 OR0035
 OR0035  NGVD 29 (??/??/92)  394.290  (m)         1293.60   (f) ADJ UNCH    2 0
 OR0035
 OR0035.Superseded values are not recommended for survey control.
 OR0035
 OR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0035.See file dsdata.pdf to determine how the superseded data were derived.
 OR0035
 OR0035_MARKER: DT = TOPOGRAPHIC STATION DISK
 OR0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0035_STAMPING: AP 1964 STA B
 OR0035_MARK LOGO: CGS
 OR0035_PROJECTION: FLUSH
 OR0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0035+STABILITY: SURFACE MOTION
 OR0035
 OR0035  HISTORY     - Date     Condition        Report By
 OR0035  HISTORY     - 1964     MONUMENTED       CGS
 OR0035  HISTORY     - 1971     GOOD             NGS
 OR0035  HISTORY     - 19950630 MARK NOT FOUND   NGS
 OR0035  HISTORY     - 19960502 MARK NOT FOUND   NGS
 OR0035
 OR0035                          STATION DESCRIPTION
 OR0035
 OR0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0035'AT MITCHELL MUNI AIRPORT.
 OR0035'IN THE NW PART OF THE AIRPORT NEAR THE NW END OF THE NW-SE
 OR0035'RUNWAY.  125.00 FT SW OF THE CENTERLINE AT THE NW END OF THE
 OR0035'NW-SE RUNWAY, 50.00 FT SW OF THE W CORNER OF THE END OF THE
 OR0035'RUNWAY, 152.0 FT NW OF THE CENTERLINE OF A TAXIWAY, 2.7 FT
 OR0035'NE OF WITNESS POST.  A STANDARD TOPOGRAPHIC STATION DISK, STAMPED
 OR0035'AP 1964 STA. B SET IN THE TOP OF A 9 IN DIAMETER CONCRETE
 OR0035'MONUMENT WHCIH IS FLUSH WITH THE GROUND.
 OR0035
 OR0035                          STATION RECOVERY (1971)
 OR0035
 OR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OR0035'RECOVERED IN GOOD CONDITION.
 OR0035
 OR0035                          STATION RECOVERY (1995)
 OR0035
 OR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0035'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0035
 OR0035                          STATION RECOVERY (1996)
 OR0035
 OR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0035'SEARCHED FOR NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1201 ***********************************************************************
 PR1201  CBN         -  This is a Cooperative Base Network Control Station.
 PR1201  PACS        -  This is a Primary Airport Control Station.
 PR1201  DESIGNATION -  AP STA B
 PR1201  PID         -  PR1201
 PR1201  STATE/COUNTY-  SD/BROOKINGS
 PR1201  COUNTRY     -  US
 PR1201  USGS QUAD   -  BROOKINGS (2017)
 PR1201
 PR1201                         *CURRENT SURVEY CONTROL
 PR1201  ______________________________________________________________________
 PR1201* NAD 83(2011) POSITION- 44 18 00.52090(N) 096 48 20.96636(W)   ADJUSTED
 PR1201* NAD 83(2011) ELLIP HT-   470.671 (meters)        (06/27/12)   ADJUSTED
 PR1201* NAD 83(2011) EPOCH   -  2010.00
 PR1201* NAVD 88 ORTHO HEIGHT -   496.088 (meters)     1627.58  (feet) ADJUSTED
 PR1201  ______________________________________________________________________
 PR1201  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 PR1201  NAD 83(2011) X  -   -541,873.515 (meters)                     COMP
 PR1201  NAD 83(2011) Y  - -4,540,362.329 (meters)                     COMP
 PR1201  NAD 83(2011) Z  -  4,432,349.981 (meters)                     COMP
 PR1201  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 PR1201  DYNAMIC HEIGHT  -        495.995 (meters)     1627.28  (feet) COMP
 PR1201  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 PR1201
 PR1201  VERT ORDER      -  FIRST     CLASS II
 PR1201
 PR1201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1201  Standards:
 PR1201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1201  -------------------------------------------------------------------
 PR1201  NETWORK    0.72   2.20           0.32   0.26   1.12     -0.11909430
 PR1201  -------------------------------------------------------------------
 PR1201  Click here for local accuracies and other accuracy information.
 PR1201
 PR1201.This mark is at Brookings Airport (BKX)
 PR1201
 PR1201.The horizontal coordinates were established by GPS observations
 PR1201.and adjusted by the National Geodetic Survey in June 2012.
 PR1201
 PR1201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1201.been affixed to the stable North American tectonic plate. See 
 PR1201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1201
 PR1201.The horizontal coordinates are valid at the epoch date displayed above
 PR1201.which is a decimal equivalence of Year/Month/Day.
 PR1201
 PR1201.The orthometric height was determined by differential leveling and
 PR1201.adjusted by the NATIONAL GEODETIC SURVEY
 PR1201.in October 1997.
 PR1201
 PR1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1201.GEOID18 height accuracy estimate available here.
 PR1201
 PR1201.Click photographs - Photos may exist for this station.
 PR1201
 PR1201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1201
 PR1201.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1201
 PR1201.The ellipsoidal height was determined by GPS observations
 PR1201.and is referenced to NAD 83.
 PR1201
 PR1201.The dynamic height is computed by dividing the NAVD 88
 PR1201.geopotential number by the normal gravity value computed on the
 PR1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1201.degrees latitude (g = 980.6199 gals.).
 PR1201
 PR1201.The modeled gravity was interpolated from observed gravity values.
 PR1201
 PR1201. The following values were computed from the NAD 83(2011) position.
 PR1201
 PR1201;                    North         East     Units Scale Factor Converg.
 PR1201;SPC SD N     -    56,901.677   854,837.728   MT  1.00002436   +2 15 38.3
 PR1201;SPC SD N     -   186,684.92  2,804,580.11   sFT  1.00002436   +2 15 38.3
 PR1201;UTM  14      - 4,907,551.388   675,027.970   MT  0.99997677   +1 31 58.2
 PR1201
 PR1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1201!SPC SD N     -   0.99992620  x   1.00002436  =   0.99995056
 PR1201!UTM  14      -   0.99992620  x   0.99997677  =   0.99990298
 PR1201
 PR1201:                Primary Azimuth Mark                     Grid Az
 PR1201:SPC SD N     -  AP STA A                                 306 39 13.5
 PR1201:UTM  14      -  AP STA A                                 307 22 53.6
 PR1201
 PR1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7502707551(NAD 83)
 PR1201
 PR1201|---------------------------------------------------------------------|
 PR1201| PID    Reference Object                     Distance      Geod. Az  |
 PR1201|                                                           dddmmss.s |
 PR1201| PR1199 AP STA A                            APPROX. 1.2 KM 3085451.8 |
 PR1201|---------------------------------------------------------------------|
 PR1201
 PR1201                          SUPERSEDED SURVEY CONTROL
 PR1201
 PR1201  NAD 83(2007)-  44 18 00.52083(N)    096 48 20.96732(W) AD(2002.00) 0
 PR1201  ELLIP H (02/10/07)  470.701  (m)                       GP(2002.00)    
 PR1201  ELLIP H (04/15/04)  470.725  (m)                       GP(       ) 2 1
 PR1201  NAD 83(1996)-  44 18 00.52034(N)    096 48 20.96658(W) AD(       ) B
 PR1201  ELLIP H (04/18/97)  470.731  (m)                       GP(       ) 4 1
 PR1201  NAD 83(1986)-  44 18 00.51867(N)    096 48 20.94738(W) AD(       ) 2
 PR1201  NAVD 88             496.09   (m)         1627.6    (f) LEVELING    3  
 PR1201  NGVD 29             495.85   (m)         1626.8    (f) LEVELING    3  
 PR1201
 PR1201.Superseded values are not recommended for survey control.
 PR1201
 PR1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1201.See file dsdata.pdf to determine how the superseded data were derived.
 PR1201
 PR1201_MARKER: DT = TOPOGRAPHIC STATION DISK
 PR1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1201_STAMPING: AP STA. B 1964
 PR1201_MARK LOGO: CGS
 PR1201_PROJECTION: RECESSED 9 CENTIMETERS
 PR1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1201+STABILITY: SURFACE MOTION
 PR1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1201+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 PR1201
 PR1201  HISTORY     - Date     Condition        Report By
 PR1201  HISTORY     - 1964     MONUMENTED       CGS
 PR1201  HISTORY     - 19921019 GOOD
 PR1201  HISTORY     - 19930615 GOOD             NGS
 PR1201  HISTORY     - 19940916 GOOD             NGS
 PR1201  HISTORY     - 19951019 GOOD             NGS
 PR1201  HISTORY     - 19981101 GOOD             NGS
 PR1201  HISTORY     - 20110927 GOOD             INDIV
 PR1201  HISTORY     - 20140924 MARK NOT FOUND   INDIV
 PR1201  HISTORY     - 20170922 MARK NOT FOUND   INDIV
 PR1201
 PR1201                          STATION DESCRIPTION
 PR1201
 PR1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PR1201'STATION IS LOCATED ON THE BROOKINGS MUNICIPAL AIRPORT IN BROOKINGS,
 PR1201'SD.
 PR1201'STATION IS LOCATED 200 FT (60.96 M) SOUTHWEST OF THE SOUTH CORNER OF
 PR1201'RUNWAY 30. IT IS 100.5 FT (30.63 M) SOUTHWEST OF THE CENTERLINE
 PR1201'EXTENDED OF THE RUNWAY, AND 46.2 FT (14.08 M) NORTHWEST OF AN
 PR1201'ABANDONED LIGHT BASE.
 PR1201
 PR1201                          STATION RECOVERY (1992)
 PR1201
 PR1201'RECOVERED 1992
 PR1201'RECOVERED IN GOOD CONDITION.
 PR1201
 PR1201                          STATION RECOVERY (1993)
 PR1201
 PR1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 PR1201'THIS SECTION IS LOCATED AT THE SOUTHEAST PART OF THE FIELD, NEAR
 PR1201'RUNWAY END 30.  IT IS 228.2 FT. (69.6 M) SOUTH OF THE CENTERLINE END
 PR1201'OF RUNWAY 30, 106.2 FT.  (32.4 M) SOUTHWEST OF THE CENTER OF THE FIRST
 PR1201'SET OF APPROACH LIGHTS, 198.2 FT.  (60.4 M) SOUTHEAST OF THE SOUTHEAST
 PR1201'MOST THRESHOLD LIGHT, 47.1 FT.  (14.4 M) NORTHEAST OF THE CENTER OF AN
 PR1201'OLD REIL LIGHT BASE.  IT IS A STANDARD CGS BRASS DISK MOUNTED 0.3 FT.
 PR1201'(9.1 CM) BELOW THE SURFACE OF THE GROUND.  STAMPED AP 1964 STA.  B.
 PR1201
 PR1201                          STATION RECOVERY (1994)
 PR1201
 PR1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1201'IN BROOKINGS, AT THE BROOKINGS MUNICIPAL AIRPORT TERMINAL, 0.1 KM
 PR1201'(0.05 MI) SOUTHWESTERLY ACROSS AN APRON FROM THE TERMINAL, THENCE 0.4
 PR1201'KM (0.25 MI) SOUTHEASTERLY ALONG TAXIWAY A, THENCE 0.1 KM (0.05 MI)
 PR1201'SOUTHEASTERLY ALONG A PAVED ROAD, IN LINE WITH THE 1ST ROW OF APPROACH
 PR1201'LIGHTS SOUTHEAST OF THE SOUTHEAST END OF THE RUNWAY, 60.4 M (198.2 FT)
 PR1201'SOUTHEAST OF THE SOUTH CORNER RUNWAY LIGHT, 25.9 M (85.0 FT) SOUTHWEST
 PR1201'OF THE CENTER OF A SMALL PAVED ROAD, 14.1 M (46.3 FT) NORTHWEST OF AN
 PR1201'ABANDONED LIGHT BASE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND
 PR1201'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE
 PR1201'MONUMENT IS ON PROPERTY OWNED BY THE BROOKINGS MUNICIPAL AIRPORT, 413
 PR1201'2ND STREET SOUTHWEST, BROOKINGS, SD 57706, TELEPHONE NUMBER (605)
 PR1201'692-9005.
 PR1201
 PR1201                          STATION RECOVERY (1995)
 PR1201
 PR1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 PR1201'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF BROOKINGS,
 PR1201'AT THE BROOKINGS MUNICIPAL AIRPORT, NEAR THE APPROACH END OF RUNWAY
 PR1201'12.  OWNERSHIP--CITY OF BROOKINGS, 307 2ND STREET SOUTHWEST, BROOKINGS
 PR1201'SD 57006.  AIRPORT MANAGER IS KEITH MILLER, PHONE (605) 692-9005.  TO
 PR1201'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND U.S.
 PR1201'HIGHWAY 14, 2.0 MI (3.2 KM) EAST OF BROOKINGS, GO WEST ON U.S. HIGHWAY
 PR1201'14 FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF WESTERN AVENUE JUST BEFORE A
 PR1201'CURVE RIGHT, TURN LEFT AND GO SOUTH ON WESTERN AVENUE FOR 0.45 MI
 PR1201'(0.72 KM) TO A GATE ON THE RIGHT ON THE NORTHWEST SIDE OF THE TERMINAL
 PR1201'BUILDING, TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST ACROSS
 PR1201'THE APRON FOR 0.05 MI (0.08 KM) TO A PARALLEL TAXIWAY, TURN LEFT AND
 PR1201'GO SOUTHEAST ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO A RUNWAY IDENTIFIER
 PR1201'SIGN ON THE LEFT AND A PAVED SERVICE ROAD AHEAD, CONTINUE AHEAD AND GO
 PR1201'SOUTH FOR 0.05 MI (0.08 KM) TO THE FIRST SET OF APPROACH LIGHTS ON THE
 PR1201'LEFT AND THE STATION IN LINE WITH THE LIGHTS ON THE RIGHT.  THE
 PR1201'STATION IS LOCATED 194.0 FT (59.1 M) SOUTHEAST OF THE MOST
 PR1201'SOUTHWESTERLY THRESHOLD LIGHT, 101.0 FT (30.8 M) SOUTHWEST OF THE
 PR1201'SOUTHWEST END OF THE APPROACH LIGHTS, 86.5 FT (26.4 M) SOUTHWEST OF
 PR1201'THE SERVICE ROAD CENTER, 46.5 FT (14.2 M) NORTH-NORTHWEST OF THE NORTH
 PR1201'CORNER OF A FOUNDATION FOR A LIGHT (ABANDONED), 1.0 FT (0.3 M)
 PR1201'NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 FT (6.1
 PR1201'CM) BELOW THE GROUND SURFACE.  THE STATION WAS USED AS AN AREA
 PR1201'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 PR1201
 PR1201                          STATION RECOVERY (1998)
 PR1201
 PR1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALJ)
 PR1201'RECOVERED AS DESCRIBED.
 PR1201
 PR1201                          STATION RECOVERY (2011)
 PR1201
 PR1201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (BK)
 PR1201'RECOVERED IN GOOD CONDITION.
 PR1201
 PR1201                          STATION RECOVERY (2014)
 PR1201
 PR1201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BKK)
 PR1201'MARK WAS DESTROYED BY NEW RUNWAY CONSTRUCTION. THE RUNWAY IS NOW OVER
 PR1201'PREVIOUS MARK LOCATION.
 PR1201
 PR1201                          STATION RECOVERY (2017)
 PR1201
 PR1201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (BK)
 PR1201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1220 ***********************************************************************
 PT1220  SACS        -  This is a Secondary Airport Control Station.
 PT1220  DESIGNATION -  AP STA B
 PT1220  PID         -  PT1220
 PT1220  STATE/COUNTY-  SD/HUGHES
 PT1220  COUNTRY     -  US
 PT1220  USGS QUAD   -  PIERRE NE (2017)
 PT1220
 PT1220                         *CURRENT SURVEY CONTROL
 PT1220  ______________________________________________________________________
 PT1220* NAD 83(1996) POSITION- 44 23 07.27450(N) 100 17 57.36856(W)   ADJUSTED
 PT1220* NAD 83(1996) ELLIP HT-   507.086 (meters)        (06/15/04)   ADJUSTED
 PT1220* NAVD 88 ORTHO HEIGHT -   530.448 (meters)     1740.31  (feet) ADJUSTED
 PT1220  ______________________________________________________________________
 PT1220  GEOID HEIGHT    -        -23.410 (meters)                     GEOID18
 PT1220  NAD 83(1996) X  -   -816,351.959 (meters)                     COMP
 PT1220  NAD 83(1996) Y  - -4,492,420.458 (meters)                     COMP
 PT1220  NAD 83(1996) Z  -  4,439,147.461 (meters)                     COMP
 PT1220  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 PT1220  DYNAMIC HEIGHT  -        530.343 (meters)     1739.97  (feet) COMP
 PT1220  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PT1220
 PT1220  HORZ ORDER      -  SECOND
 PT1220  VERT ORDER      -  FIRST     CLASS II
 PT1220  ELLP ORDER      -  FOURTH    CLASS I
 PT1220
 PT1220.This mark is at Pierre Airport (PIR)
 PT1220
 PT1220.The horizontal coordinates were established by GPS observations
 PT1220.and adjusted by the National Geodetic Survey in January 1998.
 PT1220
 PT1220.The orthometric height was determined by differential leveling and
 PT1220.adjusted by the NATIONAL GEODETIC SURVEY
 PT1220.in October 1997.
 PT1220
 PT1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1220.GEOID18 height accuracy estimate available here.
 PT1220
 PT1220.Click photographs - Photos may exist for this station.
 PT1220
 PT1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1220
 PT1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1220
 PT1220.The ellipsoidal height was determined by GPS observations
 PT1220.and is referenced to NAD 83.
 PT1220
 PT1220.The dynamic height is computed by dividing the NAVD 88
 PT1220.geopotential number by the normal gravity value computed on the
 PT1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1220.degrees latitude (g = 980.6199 gals.).
 PT1220
 PT1220.The modeled gravity was interpolated from observed gravity values.
 PT1220
 PT1220. The following values were computed from the NAD 83(1996) position.
 PT1220
 PT1220;                    North         East     Units Scale Factor Converg.
 PT1220;SPC SD S     -   227,972.715   602,714.412   MT  0.99999653   +0 01 24.6
 PT1220;SPC SD S     -   747,940.48  1,977,405.53   sFT  0.99999653   +0 01 24.6
 PT1220;UTM  14      - 4,915,495.564   396,508.631   MT  0.99973172   -0 54 32.0
 PT1220
 PT1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1220!SPC SD S     -   0.99992050  x   0.99999653  =   0.99991703
 PT1220!UTM  14      -   0.99992050  x   0.99973172  =   0.99965224
 PT1220
 PT1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9650815495(NAD 83)
 PT1220
 PT1220                          SUPERSEDED SURVEY CONTROL
 PT1220
 PT1220  ELLIP H (01/23/98)  507.100  (m)                       GP(       ) 4 1
 PT1220  NAD 83(1986)-  44 23 07.27009(N)    100 17 57.37311(W) AD(       ) 2
 PT1220  NGVD 29             529.91   (m)         1738.5    (f) LEVELING    3  
 PT1220
 PT1220.Superseded values are not recommended for survey control.
 PT1220
 PT1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1220.See file dsdata.pdf to determine how the superseded data were derived.
 PT1220
 PT1220_MARKER: DT = TOPOGRAPHIC STATION DISK
 PT1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1220_STAMPING: AP 1966 STA B
 PT1220_MARK LOGO: CGS
 PT1220_PROJECTION: FLUSH
 PT1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1220+STABILITY: SURFACE MOTION
 PT1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1220+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 PT1220
 PT1220  HISTORY     - Date     Condition        Report By
 PT1220  HISTORY     - 1966     MONUMENTED       CGS
 PT1220  HISTORY     - 19911003 GOOD             NGS
 PT1220  HISTORY     - 19921013 GOOD
 PT1220  HISTORY     - 19950802 GOOD             NGS
 PT1220  HISTORY     - 19950925 GOOD             NGS
 PT1220  HISTORY     - 20120516 MARK NOT FOUND   INDIV
 PT1220
 PT1220                          STATION DESCRIPTION
 PT1220
 PT1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PT1220'STATION IS LOCATED ON THE PIERRE MUNICIPAL AIRPORT WHICH IS 2.0 MI
 PT1220'(3.22 KM) NORTHEAST OF THE CITY OF PIERRE.
 PT1220'TO REACH STATION PROCEED TO THE SOUTHWEST END OF THE FIELD AND RUNWAY
 PT1220'END 7.  STATION IS LOCATED SOUTH OF RUNWAY END 7.
 PT1220'IT IS 248.8 FT (75.83 M) SOUTHWEST A RUNWAY LIGHT JUST NORTH OF THE
 PT1220'TAXIWAY RUNNING EAST FROM THE SOUTH END OF THE RUNWAY, 135.3 FT
 PT1220'(41.24 M) SOUTH OF THE CENTERLINE END OF THE RUNWAY AND 50.3 FT
 PT1220'(15.33 M) SOUTHEAST OF THE SOUTHERNMOST THRESHOLD LIGHT (SHOWS GREEN
 PT1220'AND RED).
 PT1220
 PT1220                          STATION RECOVERY (1991)
 PT1220
 PT1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PT1220'THE STATION IS LOCATED 248.8 FT.  (75.8 M) SW OF THE WESTERLY MOST
 PT1220'RUNWAY LIGHT ON THE SOUTH SIDE OF RUNWAY 7/25, 135.3 FT (41.2 M) S OF
 PT1220'THE CENTERLINE END RWY 7, AND 50.3 FT (15.3 M) SE OF THE SOUTHERN MOST
 PT1220'THRESHOLD LIGHT.  THE STATION IS A STANDARD TOPO DISK SET IN THE TOP
 PT1220'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND STAMPED AP 1966
 PT1220'STA B.
 PT1220
 PT1220                          STATION RECOVERY (1992)
 PT1220
 PT1220'RECOVERED 1992
 PT1220'RECOVERED IN GOOD CONDITION.
 PT1220
 PT1220                          STATION RECOVERY (1995)
 PT1220
 PT1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1220'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1220'IN PIERRE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG GARFIELD AVENUE,
 PT1220'THENCE 1.9 KM (1.20 MI) EASTERLY ALONG AIRPORT ROAD, THENCE 0.1 KM
 PT1220'(0.05 MI) EASTERLY ALONG REAGAN JONES ROAD, THENCE 0.5 KM (0.30 MI)
 PT1220'NORTHERLY ACROSS AN APRON, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG
 PT1220'TAXIWAY B, 41.3 M (135.5 FT) SOUTH OF THE CENTERLINE OF RUNWAY 7-25,
 PT1220'25.7 M (84.3 FT) SOUTHWEST OF THE TAXIWAY CENTERLINE, 15.3 M (50.2 FT)
 PT1220'SOUTH OF THE MOST SOUTHERLY OF 8 RUNWAY THRESHOLD LIGHTS, 6.4 M (21.0
 PT1220'FT) SOUTHEAST OF A RUNWAY APPROACH LIGHT, 0.3 M (1.0 FT) BELOW THE
 PT1220'LEVEL OF THE TAXIWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 PT1220'BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PT1220'THE PIERRE REGIONAL AIRPORT, P.O. BOX 1253, 222 EAST DAKOTA, PIERRE,
 PT1220'SD 57501-1253.  CONTACT ELDON LAFAVE TELEPHONE NUMBER (605) 773-7447.
 PT1220
 PT1220                          STATION RECOVERY (1995)
 PT1220
 PT1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PT1220'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHEAST OF PIERRE, AT THE
 PT1220'PIERRE MUNICIPAL AIRPORT AND NEAR THE APPROACH END OF RUNWAY 07.
 PT1220'OWNERSHIP--CITY OF PIERRE, 4001 AIRPORT ROAD, PIERRE SD 57501. AIRPORT
 PT1220'MANAGER IS ELDON LAFAVE, PHONE 605-773-7447.  A KEY CARD FOR THE
 PT1220'LOCKED GATE CAN BE OBTAINED AT THE AIRPORT MAINTENANCE BUILDING.  TO
 PT1220'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14/83 TRUCK ROUTE
 PT1220'AND STATE HIGHWAY 34 EAST ON THE SOUTHEAST SIDE OF PIERRE, GO
 PT1220'NORTHERLY ON U.S. HIGHWAYS 14/83 TRUCK ROUTE FOR 1.7 MI (2.7 KM) TO A
 PT1220'PAVED INTERSECTION.  TURN RIGHT AND GO EAST, THEN SOUTHEAST FOLLOWING
 PT1220'AIRPORT ROAD FOR 1.3 MI (2.1 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND
 PT1220'GO NORTHEAST ON THE PAVED ROAD FOR 0.05 MI (0.08 KM) TO GATE NUMBER 5.
 PT1220'PASS THROUGH THE LOCKED GATE, CONTINUE AHEAD AND GO NORTHEAST ON THE
 PT1220'PAVED APRON FOR 0.05 MI (0.08 KM) TO A TAXIWAY.  TURN LEFT AND GO
 PT1220'NORTHWEST ON THE APRON EDGE/PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO
 PT1220'A TAXIWAY FORK.  BEAR SLIGHT LEFT AND GO NORTHWEST ON THE CONNECTOR
 PT1220'TAXIWAY FOR 0.35 MI (0.56 KM) TO THE RUNWAY JUST AHEAD AND THE STATION
 PT1220'ON THE LEFT.  THE STATION IS 135.5 FT (41.3 M) SOUTH OF THE RUNWAY
 PT1220'CENTER AT THE PAVEMENT END, 74.7 FT (22.8 M) SOUTHWEST OF THE TAXIWAY
 PT1220'CENTER, 48.4 FT (14.8 M) SOUTH OF THE SOUTHWEST CORNER OF A 4 FT (1.2
 PT1220'M) X 4 FT (1.2 M) CONCRETE PAD OF THE SOUTHERNMOST THRESHOLD LIGHT,
 PT1220'47.3 FT (14.4 M) WEST-SOUTHWEST FOR A TAXIWAY LIGHT AND 1.3 FT (0.4 M)
 PT1220'NORTHEAST OF A SHORT WITNESS POST.  THIS IS A SECONDARY AIRPORT
 PT1220'CONTROL STATION.
 PT1220
 PT1220                          STATION RECOVERY (2012)
 PT1220
 PT1220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT1220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1244 ***********************************************************************
 OQ1244  SACS        -  This is a Secondary Airport Control Station.
 OQ1244  DESIGNATION -  AP STA C 2
 OQ1244  PID         -  OQ1244
 OQ1244  STATE/COUNTY-  SD/MINNEHAHA
 OQ1244  COUNTRY     -  US
 OQ1244  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1244
 OQ1244                         *CURRENT SURVEY CONTROL
 OQ1244  ______________________________________________________________________
 OQ1244* NAD 83(1996) POSITION- 43 35 35.02833(N) 096 44 04.78594(W)   ADJUSTED
 OQ1244* NAD 83(1996) ELLIP HT-   409.051 (meters)        (06/15/04)   ADJUSTED
 OQ1244* NAVD 88 ORTHO HEIGHT -   435.32  (+/-2cm)     1428.2   (feet) VERTCON3
 OQ1244  ______________________________________________________________________
 OQ1244  GEOID HEIGHT    -        -26.313 (meters)                     GEOID18
 OQ1244  NAD 83(1996) X  -   -542,623.164 (meters)                     COMP
 OQ1244  NAD 83(1996) Y  - -4,595,137.863 (meters)                     COMP
 OQ1244  NAD 83(1996) Z  -  4,375,738.161 (meters)                     COMP
 OQ1244  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 OQ1244  HORZ ORDER      -  SECOND
 OQ1244  VERT ORDER      -  THIRD ? (See Below)
 OQ1244  ELLP ORDER      -  FOURTH    CLASS I
 OQ1244
 OQ1244.This mark is at Joe Foss Field Airport (FSD)
 OQ1244
 OQ1244.The horizontal coordinates were established by GPS observations
 OQ1244.and adjusted by the National Geodetic Survey in January 1998.
 OQ1244
 OQ1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ1244
 OQ1244.GPS derived orthometric heights for airport stations designated as
 OQ1244.PACS or SACS are published to 2 decimal places.  This maintains
 OQ1244.centimeter relative accuracy between the PACS and SACS.  It does
 OQ1244.not indicate centimeter accuracy relative to other marks which are
 OQ1244.part of the published vertical control network.
 OQ1244
 OQ1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1244.GEOID18 height accuracy estimate available here.
 OQ1244
 OQ1244.The vertical order pertains to the NGVD 29 superseded value.
 OQ1244
 OQ1244.Click photographs - Photos may exist for this station.
 OQ1244
 OQ1244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1244
 OQ1244.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1244
 OQ1244.The ellipsoidal height was determined by GPS observations
 OQ1244.and is referenced to NAD 83.
 OQ1244
 OQ1244. The following values were computed from the NAD 83(1996) position.
 OQ1244
 OQ1244;                    North         East     Units Scale Factor Converg.
 OQ1244;SPC SD S     -   146,238.903   890,483.163   MT  0.99990697   +2 28 57.2
 OQ1244;SPC SD S     -   479,785.47  2,921,526.84   sFT  0.99990697   +2 28 57.2
 OQ1244;UTM  14      - 4,829,170.189   682,860.551   MT  1.00001131   +1 33 44.8
 OQ1244
 OQ1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1244!SPC SD S     -   0.99993586  x   0.99990697  =   0.99984284
 OQ1244!UTM  14      -   0.99993586  x   1.00001131  =   0.99994717
 OQ1244
 OQ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8286029170(NAD 83)
 OQ1244
 OQ1244                          SUPERSEDED SURVEY CONTROL
 OQ1244
 OQ1244  ELLIP H (03/16/99)  409.031  (m)                       GP(       ) 4 1
 OQ1244  ELLIP H (01/23/98)  409.027  (m)                       GP(       ) 4 1
 OQ1244  NAD 83(1995)-  43 35 35.02963(N)    096 44 04.78379(W) AD(       ) 2
 OQ1244  NAD 83(1986)-  43 35 35.03126(N)    096 44 04.76485(W) AD(       ) 2
 OQ1244  NGVD 29             435.04   (m)         1427.3    (f) LEVELING    3  
 OQ1244
 OQ1244.Superseded values are not recommended for survey control.
 OQ1244
 OQ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1244.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1244
 OQ1244_MARKER: DT = TOPOGRAPHIC STATION DISK
 OQ1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1244_STAMPING: AP 1968 STA C-2
 OQ1244_MARK LOGO: CGS
 OQ1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1244+STABILITY: SURFACE MOTION
 OQ1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1244+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 OQ1244
 OQ1244  HISTORY     - Date     Condition        Report By
 OQ1244  HISTORY     - 1968     MONUMENTED       CGS
 OQ1244  HISTORY     - 19890907 GOOD             NGS
 OQ1244  HISTORY     - 19920819 GOOD
 OQ1244  HISTORY     - 19960510 GOOD             NGS
 OQ1244  HISTORY     - 20131024 GOOD             INDIV
 OQ1244
 OQ1244                          STATION DESCRIPTION
 OQ1244
 OQ1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 OQ1244'THE STATION IS ON JOE FOSS AIRPORT.
 OQ1244'TO REACH THE STATION FROM THE MINNEHAHA COUNTY COURTHOUSE IN SIOUX
 OQ1244'FALLS, SD. PROCEED NORTH ON MINNESOTA AVE (ALSO SD ROUTE 115) FOR 2.4
 OQ1244'MI (3.86 KM) TO A ROAD LEFT, TURN LEFT ON WEATHER LANE AND GO 0.3 MI
 OQ1244'(0.48 KM) TO GATE 7, PASS THR0UGH GATE AND IMMEDIATELY TURN RIGHT AND
 OQ1244'GO 0.1 MI (0.16 KM) TO A TAXIWAY, TURN RIGHT AND GO 0.5 MI (0.80 KM)
 OQ1244'TO THE PARALLEL TAXIWAY, TURN RIGHT AND GO 0.35 MI (0.56 KM) TO A LEFT
 OQ1244'90 DEGREE TURN IN TAXIWAY, TURN LEFT AND GO 0.15 MI (0.24 KM)
 OQ1244'CROSSING THE RUNWAY TO THE STATION ON THE RIGHT.
 OQ1244'THE STATION IS 50.2 FT (15.30 M) NORTHWEST OF THE CORNER OF THE RUNWAY
 OQ1244'END 21, 47.0 FT (14.33 M) WEST OF THE WESTERN MOST THRESHOLD LIGHT,
 OQ1244'15.4 FT (4.69 M) NORTH-NORTHEAST OF THE NORTH EDGE OF TAXIWAY, AND
 OQ1244'7.3 FT (2.23 M) NORTH OF THE SECOND TAXIWAY LIGHT BASE WEST OF END
 OQ1244'21.
 OQ1244'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN THE TOP OF A
 OQ1244'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1968
 OQ1244'STA C-2.
 OQ1244'FOR ACCESS TO THE AIRPORT CONTACT MR MICHAEL MARNAGH, AIRPORT
 OQ1244'DIRECTOR, JOE FOSS FIELD, SIOUX FALLS, SD 57104, PHONE (605) 366 0762.
 OQ1244
 OQ1244                          STATION RECOVERY (1989)
 OQ1244
 OQ1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OQ1244'THE STATION IS LOCATED AT JOE FOSS FIELD IN NEAR RUNWAY END 21.  IT IS
 OQ1244'50.2 FEET (15.3 M) NW OF THE NW CORNER OF RUNWAY END 21, 47.0 FEET
 OQ1244'(14.3 M) WEST OF THE WESTERN MOST THRESHOLD LIGHT, 15.4 FEET (4.7 M)
 OQ1244'NNE OF NORTH EDGE TAXIWAY AND 7.3 FEET (2.2 M) NORTH OF THE SECOND
 OQ1244'TAXIWAY LIGHT BASE WEST OF END 21.  A STANDARD TOPO DISK STAMPED AP
 OQ1244'1968 STA C-2, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 OQ1244'FLUSH WITH THE GROUND.
 OQ1244
 OQ1244                          STATION RECOVERY (1992)
 OQ1244
 OQ1244'RECOVERED 1992
 OQ1244'RECOVERED IN GOOD CONDITION.
 OQ1244
 OQ1244                          STATION RECOVERY (1996)
 OQ1244
 OQ1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1244'THE STATION IS LOCATED 1.2 MI (1.9 KM) NORTH OF SIOUX FALLS, AT JOE
 OQ1244'FOSS FIELD.  OWNERSHIP--CITY OF SIOUX FALLS, 2801 JAYCEE LANE, SIOUX
 OQ1244'FALLS SD 57105.  AIRPORT MANAGER IS MICHAEL N. MARNACH, PHONE
 OQ1244'605-336-0762.  NOTE--TO ACCESS STATIONS CONTACT DON ZWART OR LEROY
 OQ1244'GREEN AT THE AIRPORT MAINTENANCE SHOP, PHONE 605-336-0009.
 OQ1244'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH
 OQ1244'THE STATION FROM THE JUNCTION OF INTERSTATE 29 AND RUSSELL STREET IN
 OQ1244'SIOUX FALLS, GO EAST ON RUSSELL STREET FOR 2.35 MI (3.78 KM) TO
 OQ1244'MINNESOTA AVENUE.  TURN LEFT AND GO 1.7 MI (2.7 KM) TO WEATHER LANE.
 OQ1244'TURN LEFT ON WEATHER LANE AND GO 0.15 MI (0.24 KM) TO AIRPORT
 OQ1244'MAINTENANCE SHOP ON THE RIGHT.  CONTINUE 0.15 MI (0.24 KM) TO GATE 7,
 OQ1244'PASS THROUGH GATE AND IMMEDIATELY TURN RIGHT AND GO 0.1 MI (0.2 KM) TO
 OQ1244'A TAXIWAY, TURN RIGHT AND GO 0.5 MI (0.8 KM) TO THE PARALLEL TAXIWAY,
 OQ1244'TURN RIGHT AND GO 0.35 MI (0.56 KM) TO A SHARP LEFT TURN IN TAXIWAY,
 OQ1244'TURN LEFT AND GO 0.15 MI (0.24 KM) CROSSING THE RUNWAY TO THE STATION
 OQ1244'ON THE RIGHT.  THE STATION IS 50.2 FT (15.3 M) NORTHWEST OF THE CORNER
 OQ1244'OF THE RUNWAY END 21, 47.0 FT (14.3 M) WEST OF THE WESTERNMOST
 OQ1244'THRESHOLD LIGHT, 15.4 FT (4.7 M) NORTH-NORTHEAST OF THE NORTH EDGE OF
 OQ1244'TAXIWAY, AND 7.3 FT (2.2 M) NORTH OF THE SECOND TAXIWAY LIGHT BASE
 OQ1244'WEST OF END 21.  THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN
 OQ1244'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 OQ1244'STAMPED AP 1968 STA C-2.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 OQ1244
 OQ1244                          STATION RECOVERY (2013)
 OQ1244
 OQ1244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DMS)
 OQ1244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0708 ***********************************************************************
 QR0708  DESIGNATION -  AP STA E
 QR0708  PID         -  QR0708
 QR0708  STATE/COUNTY-  SD/BROWN
 QR0708  COUNTRY     -  US
 QR0708  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0708
 QR0708                         *CURRENT SURVEY CONTROL
 QR0708  ______________________________________________________________________
 QR0708* NAD 83(1996) POSITION- 45 26 31.44343(N) 098 24 31.25619(W)   ADJUSTED
 QR0708* NAD 83(1996) ELLIP HT-   371.234 (meters)        (06/15/04)   ADJUSTED
 QR0708* NAVD 88 ORTHO HEIGHT -   396.31  (+/-2cm)     1300.2   (feet) VERTCON3
 QR0708  ______________________________________________________________________
 QR0708  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 QR0708  NAD 83(1996) X  -   -655,558.996 (meters)                     COMP
 QR0708  NAD 83(1996) Y  - -4,434,786.569 (meters)                     COMP
 QR0708  NAD 83(1996) Z  -  4,522,218.487 (meters)                     COMP
 QR0708  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 QR0708  HORZ ORDER      -  SECOND
 QR0708  VERT ORDER      -  THIRD ? (See Below)
 QR0708  ELLP ORDER      -  FOURTH    CLASS I
 QR0708
 QR0708.This mark is at Aberdeen Airport (ABR)
 QR0708
 QR0708.The horizontal coordinates were established by GPS observations
 QR0708.and adjusted by the National Geodetic Survey in January 1998.
 QR0708
 QR0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0708
 QR0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0708.GEOID18 height accuracy estimate available here.
 QR0708
 QR0708.The vertical order pertains to the NGVD 29 superseded value.
 QR0708
 QR0708.Click photographs - Photos may exist for this station.
 QR0708
 QR0708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0708
 QR0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0708
 QR0708.The ellipsoidal height was determined by GPS observations
 QR0708.and is referenced to NAD 83.
 QR0708
 QR0708. The following values were computed from the NAD 83(1996) position.
 QR0708
 QR0708;                    North         East     Units Scale Factor Converg.
 QR0708;SPC SD N     -   179,993.219   724,489.093   MT  0.99996236   +1 07 34.5
 QR0708;SPC SD N     -   590,527.75  2,376,927.97   sFT  0.99996236   +1 07 34.5
 QR0708;UTM  14      - 5,032,230.458   546,245.103   MT  0.99962629   +0 25 16.8
 QR0708
 QR0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0708!SPC SD N     -   0.99994180  x   0.99996236  =   0.99990416
 QR0708!UTM  14      -   0.99994180  x   0.99962629  =   0.99956811
 QR0708
 QR0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4624532230(NAD 83)
 QR0708
 QR0708                          SUPERSEDED SURVEY CONTROL
 QR0708
 QR0708  ELLIP H (01/23/98)  371.220  (m)                       GP(       ) 4 1
 QR0708  NAD 83(1986)-  45 26 31.45822(N)    098 24 31.24618(W) AD(       ) 2
 QR0708  NGVD 29             396.02   (m)         1299.3    (f) LEVELING    3  
 QR0708
 QR0708.Superseded values are not recommended for survey control.
 QR0708
 QR0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0708.See file dsdata.pdf to determine how the superseded data were derived.
 QR0708
 QR0708_MARKER: DT = TOPOGRAPHIC STATION DISK
 QR0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0708_STAMPING: AP 1968 STA E ABR
 QR0708_MARK LOGO: CGS
 QR0708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QR0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0708+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1992
 QR0708
 QR0708  HISTORY     - Date     Condition        Report By
 QR0708  HISTORY     - 1968     MONUMENTED       CGS
 QR0708  HISTORY     - 19921016 GOOD
 QR0708  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0708
 QR0708                          STATION DESCRIPTION
 QR0708
 QR0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 QR0708'THE STATION IS LOCATED 1.0 MI (1.61 KM) EAST OF ABERDEEN AT THE
 QR0708'ABERDEEN REGIONAL AIRPORT AND NEAR THE END OF RUWAY 31.
 QR0708'TO REACH THE STATION FROM THE AIR CARRIER TERMINAL BUILDING, GO SOUTH
 QR0708'ACROSS THE AIR CARRIER RAMP FOR 0.1 MI (0.16 KM) TO A PARALLEL
 QR0708'TAXIWAY.  GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 1.25 MI (2.01 KM)
 QR0708'TO THE END OF THE TAXIWAY AND THE STATION.
 QR0708'THE STATION IS LOCATED 125.0 FT (38.10 M) NORTHEAST OF THE CENTERLINE
 QR0708'AND END OF RUNWAY 31, 40.5 FT (12.34 M) NORTHEAST OF THE EAST MOST
 QR0708'THRESHOLD LIGHT, 25.4 FT (7.74 M) NORTH OF THE EAST REIL LIGHT AND
 QR0708'2.4 FT (0.73 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY.
 QR0708
 QR0708                          STATION RECOVERY (1992)
 QR0708
 QR0708'RECOVERED 1992
 QR0708'RECOVERED IN GOOD CONDITION.
 QR0708
 QR0708                          STATION RECOVERY (1997)
 QR0708
 QR0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0708'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0661 ***********************************************************************
 PS0661  DESIGNATION -  ARCADE
 PS0661  PID         -  PS0661
 PS0661  STATE/COUNTY-  SD/FAULK
 PS0661  COUNTRY     -  US
 PS0661  USGS QUAD   -  ORIENT (2017)
 PS0661
 PS0661                         *CURRENT SURVEY CONTROL
 PS0661  ______________________________________________________________________
 PS0661* NAD 83(1996) POSITION- 44 53 59.44633(N) 099 01 14.74966(W)   ADJUSTED
 PS0661* NAVD 88 ORTHO HEIGHT -   462.63  (+/-2cm)     1517.8   (feet) VERTCON3
 PS0661  ______________________________________________________________________
 PS0661  GEOID HEIGHT    -        -23.944 (meters)                     GEOID18
 PS0661  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 PS0661  HORZ ORDER      -  FIRST
 PS0661  VERT ORDER      -  THIRD ? (See Below)
 PS0661
 PS0661.The horizontal coordinates were established by classical geodetic methods
 PS0661.and adjusted by the National Geodetic Survey in January 1998.
 PS0661
 PS0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0661
 PS0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0661.GEOID18 height accuracy estimate available here.
 PS0661
 PS0661.The vertical order pertains to the NGVD 29 superseded value.
 PS0661
 PS0661.Click photographs - Photos may exist for this station.
 PS0661
 PS0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0661
 PS0661. The following values were computed from the NAD 83(1996) position.
 PS0661
 PS0661;                    North         East     Units Scale Factor Converg.
 PS0661;SPC SD N     -   118,980.879   677,337.740   MT  0.99994259   +0 41 35.0
 PS0661;SPC SD N     -   390,356.43  2,222,232.24   sFT  0.99994259   +0 41 35.0
 PS0661;UTM  14      - 4,971,824.890   498,360.647   MT  0.99960003   -0 00 52.8
 PS0661
 PS0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0661!SPC SD N     -   0.99993122  x   0.99994259  =   0.99987382
 PS0661!UTM  14      -   0.99993122  x   0.99960003  =   0.99953128
 PS0661
 PS0661:                Primary Azimuth Mark                     Grid Az
 PS0661:SPC SD N     -  ARCADE AZ MK 2                           112 42 12.0
 PS0661:UTM  14      -  ARCADE AZ MK 2                           113 24 39.8
 PS0661
 PS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9836071824(NAD 83)
 PS0661
 PS0661|---------------------------------------------------------------------|
 PS0661| PID    Reference Object                     Distance      Geod. Az  |
 PS0661|                                                           dddmmss.s |
 PS0661| AE3121 ARCADE RM 1                          23.205 METERS 01240     |
 PS0661| PS0656 ROCKHAM MUNICIPAL TANK              APPROX.15.6 KM 0875025.4 |
 PS0661| CO4226 ARCADE AZ MK                                       1131456.3 |
 PS0661| CO4227 ARCADE AZ MK 2                                     1132347.0 |
 PS0661| PS0660 CARLETON METH EPIS CH SPIRE         APPROX.15.2 KM 1402557.0 |
 PS0661| PS0662 ORIENT ST JOSEPHS CATH CHURCH       APPROX. 5.6 KM 2713414.9 |
 PS0661| PS0663 ORIENT GERMAN LUTHERAN CHURCH       APPROX. 5.5 KM 2725758.3 |
 PS0661| AE3120 ARCADE RM 2                          20.093 METERS 27725     |
 PS0661| QR0680 FAULKTON FAULK CO CTHSE FINIAL      APPROX.17.1 KM 3304845.6 |
 PS0661| QR0674 FAULKTON MUNICIPAL TANK             APPROX.17.3 KM 3320611.3 |
 PS0661|---------------------------------------------------------------------|
 PS0661
 PS0661                          SUPERSEDED SURVEY CONTROL
 PS0661
 PS0661  NAD 83(1986)-  44 53 59.44644(N)    099 01 14.75641(W) AD(       ) 1
 PS0661  NAD 27      -  44 53 59.53500(N)    099 01 13.37500(W) AD(       ) 1
 PS0661  NGVD 29             462.29   (m)         1516.7    (f) LEVELING    3  
 PS0661
 PS0661.Superseded values are not recommended for survey control.
 PS0661
 PS0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0661.See file dsdata.pdf to determine how the superseded data were derived.
 PS0661
 PS0661_MARKER: DS = TRIANGULATION STATION DISK
 PS0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0661_STAMPING: ARCADE 1935
 PS0661_MARK LOGO: CGS
 PS0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0661+STABILITY: SURFACE MOTION
 PS0661
 PS0661  HISTORY     - Date     Condition        Report By
 PS0661  HISTORY     - 1935     MONUMENTED       CGS
 PS0661  HISTORY     - 1951     GOOD             CGS
 PS0661  HISTORY     - 1978     GOOD             WPRS
 PS0661  HISTORY     - 19960601 MARK NOT FOUND   NGS
 PS0661
 PS0661                          STATION DESCRIPTION
 PS0661
 PS0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0661'THIS STATION IS ABOUT 9.8 MILES W OF ROCKHAM, ABOUT 10.6 MILES
 PS0661'SE OF FAULKTON, AND 3 MILES E OF ORIENT, ABOUT 0.15 MILE N
 PS0661'OF THE FAULK-HAND COUNTY LINE, 0.15 MILE N AND 125 YARDS E
 PS0661'OF THE SW CORNER OF SEC. 34, T 117 N, R 68 W, ARCADE TOWNSHIP,
 PS0661'ON LAND OWNED BY JOHN WATT, RUSHVILLE, MINNESOTA.  THE MARK
 PS0661'IS SET ON THE TOP OF A SMALL KNOLL 125 YARDS E OF U.S. HIGHWAY
 PS0661'212, 73 FEET E OF AN ARTESIAN WELL, 66 FEET ESE OF FENCE
 PS0661'CORNER.  THERE IS THE RUINS OF AN OLD CATTLE SHED ON THIS
 PS0661'KNOLL ALSO AN OLD DRAINAGE DITCH RUNS N-S THROUGH THE CENTER
 PS0661'OF THE KNOLL.  THE MARK PROJECTS 5 INCHES.
 PS0661'
 PS0661'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0661'BRONZE DISKS SET IN CONCRETE.
 PS0661'
 PS0661'REFERENCE MARK NO. 1 IS N OF THE STATION IN OLD FENCE LINE
 PS0661'WHICH RUNS NE AND SW.  THE MARK PROJECTS 10 INCHES.  REFERENCE
 PS0661'MARK NO. 2 IS W OF THE STATION, 1 FOOT SE OF FENCE LINE, 3
 PS0661'FEET E OF FENCE CORNER AND 10 FEET ENE OF ARTESIAN WELL.  THE
 PS0661'MARK PROJECTS 7 INCHES.
 PS0661'
 PS0661'AZIMUTH MARK IS SE OF THE STATION NEAR THE SE CORNER POST OF
 PS0661'CULTIVATED FIELD.  IT IS DIRECTLY N OF THE DRIVEWAY LEADING
 PS0661'TO A GROUP OF FARM BUILDINGS ABOUT 100 YARDS S OF THE MARK,
 PS0661'3 FEET W OF FENCE CORNER, 1 FOOT N OF FENCE LINE, 36 FEET
 PS0661'N OF THE CENTER LINE OF U.S. HIGHWAY 212, AND 13 FEET N
 PS0661'OF FARM LANE.  MARK PROJECTS 8 INCHES.  TO REACH GO W 125
 PS0661'YARDS TO U.S. HIGHWAY 212.  HERE TURN S AND GO 0.15 MILE TO
 PS0661'TURN E.  GO E 0.5 MILE TO MARK.
 PS0661'
 PS0661'TO REACH FROM ROCKHAM GO S 0.5 MILE TO U.S. HIGHWAY 212.  HERE
 PS0661'GO W FOR 9.5 MILES TO A POINT WHERE U.S. HIGHWAY 212 MAKES
 PS0661'A RIGHT ANGLE TURN TO THE N.  THIS TURN IS 1.55 MILES W OF
 PS0661'THE S JUNCTION OF STATE ROUTE 45 AND U.S. HIGHWAY 212.  HERE
 PS0661'GO N FOR 0.15 MILE.  STATION IS ABOUT 125 YARDS E ON THE
 PS0661'SUMMIT OF A SMALL KNOLL.
 PS0661'
 PS0661'LIGHTS 74 FEET ABOVE STATIONS PULASKI AND FAULKTON MAGNETIC
 PS0661'ARE VISIBLE FROM THE GROUND.
 PS0661'
 PS0661'LIGHTS 60 FEET ABOVE STATIONS LAFOON AND LINN-1934 ARE VISIBLE
 PS0661'FROM THE GROUND.
 PS0661'
 PS0661'A LIGHT 47 FEET ABOVE STATION ZELL-1934 IS VISIBLE FROM THE
 PS0661'GROUND.
 PS0661
 PS0661                          STATION RECOVERY (1951)
 PS0661
 PS0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0661'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 PS0661'AZIMUTH WERE FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 PS0661'MARK WAS ESTABLISHED WHICH IS 49 FEET NORTH OF THE CENTERLINE
 PS0661'OF U.S. HIGHWAY 212, 7 FEET EAST OF POWER POLE, 2 FEET SOUTH
 PS0661'OF FENCE AND 2 FEET WEST OF WITNESS POST.  THE MARK PROJECTS
 PS0661'ABOUT 6 INCHES AND THE DISK IS STAMPED ARCADE 1951.
 PS0661'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1.
 PS0661'ALL OTHER DIRECTIONS AND DISTANCES CHECKED.
 PS0661'
 PS0661'TO REACH FROM THE POST OFFICE IN ORIENT GO SOUTH FOR 0.2
 PS0661'MILE TO GRAVEL ROAD.  TURN LEFT AND GO EAST FOR 3.25 MILES TO
 PS0661'JUNCTION OF U.S. HIGHWAY 212 AND STATE HIGHWAY 45.  TURN LEFT
 PS0661'AND GO NORTH FOR 0.2 MILE TO DRIVEWAY ON RIGHT AND STATION ABOUT
 PS0661'125 YARDS EAST ON SMALL KNOLL.  TO REACH AZIMUTH GO SOUTH
 PS0661'AND EAST ON HIGHWAY FOR 0.5 MILE TO AZIMUTH MARK ON LEFT OR
 PS0661'NORTH SIDE OF ROAD AS DESCRIBED.
 PS0661'
 PS0661'1951 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 PS0661
 PS0661                          STATION RECOVERY (1978)
 PS0661
 PS0661'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1978 (AB)
 PS0661'ARCADE 1935 RECOVERED GOOD.
 PS0661'
 PS0661'REFERENCE MARKS NO. 1 AND NO. 2 WERE BOTH FOUND.  DISTANCE CHECKS
 PS0661'BETWEEN REFERENCE MARKS AND STATION MARK WERE NOT MADE.  THE FENCES
 PS0661'AND THE OLD CATTLE SHED SHOWN IN THE DESCRIPTION NO LONGER EXIST.
 PS0661'THE LAND AROUND THE KNOLL IS ALL UNDER CULTIVATION.  SIGHTS WERE
 PS0661'TAKEN ON USC AND GS TRIANGULATION STATIONS PALMER AND ORIENT.
 PS0661'DUE TO SHELTER BELTS ON LINE, 30 FOOT TOWERS WERE REQUIRED ON
 PS0661'BOTH ARCADE AND PALMER.  WHILE THE TOWER WAS STILL ERECTED AT
 PS0661'ARCADE A SIGHT WAS TAKEN ON ORIENT.  HOWEVER THIS MAY NOT HAVE
 PS0661'BEEN NECESSARY.
 PS0661
 PS0661                          STATION RECOVERY (1996)
 PS0661
 PS0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0661'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4157 ***********************************************************************
 AE4157  DESIGNATION -  ARCADE 2
 AE4157  PID         -  AE4157
 AE4157  STATE/COUNTY-  SD/FAULK
 AE4157  COUNTRY     -  US
 AE4157  USGS QUAD   -  ORIENT (2017)
 AE4157
 AE4157                         *CURRENT SURVEY CONTROL
 AE4157  ______________________________________________________________________
 AE4157* NAD 83(1986) POSITION- 44 53 58.     (N) 099 01 12.     (W)   SCALED
 AE4157* NAVD 88 ORTHO HEIGHT -   458.602 (meters)     1504.60  (feet) ADJUSTED
 AE4157  ______________________________________________________________________
 AE4157  GEOID HEIGHT    -        -23.946 (meters)                     GEOID18
 AE4157  DYNAMIC HEIGHT  -        458.540 (meters)     1504.39  (feet) COMP
 AE4157  MODELED GRAVITY -    980,466.9   (mgal)                       NAVD 88
 AE4157
 AE4157  VERT ORDER      -  FIRST     CLASS II
 AE4157
 AE4157.The horizontal coordinates were scaled from a map and have
 AE4157.an estimated accuracy of +/- 6 seconds.
 AE4157
 AE4157.The orthometric height was determined by differential leveling and
 AE4157.adjusted by the NATIONAL GEODETIC SURVEY
 AE4157.in July 1998.
 AE4157
 AE4157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4157.GEOID18 height accuracy estimate available here.
 AE4157
 AE4157.Click photographs - Photos may exist for this station.
 AE4157
 AE4157.The dynamic height is computed by dividing the NAVD 88
 AE4157.geopotential number by the normal gravity value computed on the
 AE4157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4157.degrees latitude (g = 980.6199 gals.).
 AE4157
 AE4157.The modeled gravity was interpolated from observed gravity values.
 AE4157
 AE4157;                    North         East    Units  Estimated Accuracy
 AE4157;SPC SD N     -   118,940.      677,400.      MT  (+/- 180 meters Scaled)
 AE4157
 AE4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ984717(NAD 83)
 AE4157
 AE4157                          SUPERSEDED SURVEY CONTROL
 AE4157
 AE4157.No superseded survey control is available for this station.
 AE4157
 AE4157_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4157_STAMPING: ARCADE 2 1988
 AE4157_MARK LOGO: NGS
 AE4157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4157+STABILITY: SURFACE MOTION
 AE4157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4157+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4157
 AE4157  HISTORY     - Date     Condition        Report By
 AE4157  HISTORY     - 1988     MONUMENTED       NGS
 AE4157  HISTORY     - 19960602 GOOD             NGS
 AE4157
 AE4157                          STATION DESCRIPTION
 AE4157
 AE4157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4157'23.0 KM (14.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4157'OFFICE IN FAULKTON, 585.0 M (1919.3 FT) WEST OF MILEPOST 282, 22.4 M
 AE4157'(73.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 15.4 M (50.5 FT)
 AE4157'NORTHWEST OF REFERENCE MARK 3, 11.8 M (38.7 FT) SOUTHEAST OF REFERENCE
 AE4157'MARK 4, 1.5 M (4.9 FT) SOUTHWEST OF A FENCE, 1.5 M (4.9 FT) BELOW THE
 AE4157'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND
 AE4157'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4158 ***********************************************************************
 AE4158  DESIGNATION -  ARCADE 2 RM 3
 AE4158  PID         -  AE4158
 AE4158  STATE/COUNTY-  SD/FAULK
 AE4158  COUNTRY     -  US
 AE4158  USGS QUAD   -  ORIENT (2017)
 AE4158
 AE4158                         *CURRENT SURVEY CONTROL
 AE4158  ______________________________________________________________________
 AE4158* NAD 83(1986) POSITION- 44 53 56.     (N) 099 01 11.     (W)   SCALED
 AE4158* NAVD 88 ORTHO HEIGHT -   458.323 (meters)     1503.68  (feet) ADJUSTED
 AE4158  ______________________________________________________________________
 AE4158  GEOID HEIGHT    -        -23.947 (meters)                     GEOID18
 AE4158  DYNAMIC HEIGHT  -        458.261 (meters)     1503.48  (feet) COMP
 AE4158  MODELED GRAVITY -    980,466.9   (mgal)                       NAVD 88
 AE4158
 AE4158  VERT ORDER      -  FIRST     CLASS II
 AE4158
 AE4158.The horizontal coordinates were scaled from a map and have
 AE4158.an estimated accuracy of +/- 6 seconds.
 AE4158
 AE4158.The orthometric height was determined by differential leveling and
 AE4158.adjusted by the NATIONAL GEODETIC SURVEY
 AE4158.in July 1998.
 AE4158
 AE4158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4158.GEOID18 height accuracy estimate available here.
 AE4158
 AE4158.Click photographs - Photos may exist for this station.
 AE4158
 AE4158.The dynamic height is computed by dividing the NAVD 88
 AE4158.geopotential number by the normal gravity value computed on the
 AE4158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4158.degrees latitude (g = 980.6199 gals.).
 AE4158
 AE4158.The modeled gravity was interpolated from observed gravity values.
 AE4158
 AE4158;                    North         East    Units  Estimated Accuracy
 AE4158;SPC SD N     -   118,880.      677,420.      MT  (+/- 180 meters Scaled)
 AE4158
 AE4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ984717(NAD 83)
 AE4158
 AE4158                          SUPERSEDED SURVEY CONTROL
 AE4158
 AE4158.No superseded survey control is available for this station.
 AE4158
 AE4158_MARKER: DR = REFERENCE MARK DISK
 AE4158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4158_STAMPING: ARCADE 2 NO 3 1988
 AE4158_MARK LOGO: NGS
 AE4158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4158+STABILITY: SURFACE MOTION
 AE4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4158+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4158
 AE4158  HISTORY     - Date     Condition        Report By
 AE4158  HISTORY     - 1988     MONUMENTED       NGS
 AE4158  HISTORY     - 19960602 GOOD             NGS
 AE4158
 AE4158                          STATION DESCRIPTION
 AE4158
 AE4158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4158'23.0 KM (14.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4158'OFFICE IN FAULKTON, 570.0 M (1870.1 FT) WEST OF MILEPOST 282, 22.2 M
 AE4158'(72.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 15.4 M (50.5 FT)
 AE4158'SOUTHEAST OF TRIANGULATION STATION ARCADE 2, 1.6 M (5.2 FT) SOUTHWEST
 AE4158'OF A FENCE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 AE4158'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4158'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4159 ***********************************************************************
 AE4159  DESIGNATION -  ARCADE 2 RM 3 AZ MK
 AE4159  PID         -  AE4159
 AE4159  STATE/COUNTY-  SD/FAULK
 AE4159  COUNTRY     -  US
 AE4159  USGS QUAD   -  ORIENT (2017)
 AE4159
 AE4159                         *CURRENT SURVEY CONTROL
 AE4159  ______________________________________________________________________
 AE4159* NAD 83(1986) POSITION- 44 53 51.     (N) 099 00 43.     (W)   SCALED
 AE4159* NAVD 88 ORTHO HEIGHT -   457.608 (meters)     1501.34  (feet) ADJUSTED
 AE4159  ______________________________________________________________________
 AE4159  GEOID HEIGHT    -        -23.962 (meters)                     GEOID18
 AE4159  DYNAMIC HEIGHT  -        457.546 (meters)     1501.13  (feet) COMP
 AE4159  MODELED GRAVITY -    980,467.5   (mgal)                       NAVD 88
 AE4159
 AE4159  VERT ORDER      -  FIRST     CLASS II
 AE4159
 AE4159.The horizontal coordinates were scaled from a map and have
 AE4159.an estimated accuracy of +/- 6 seconds.
 AE4159
 AE4159.The orthometric height was determined by differential leveling and
 AE4159.adjusted by the NATIONAL GEODETIC SURVEY
 AE4159.in July 1998.
 AE4159
 AE4159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4159.GEOID18 height accuracy estimate available here.
 AE4159
 AE4159.Click photographs - Photos may exist for this station.
 AE4159
 AE4159.The dynamic height is computed by dividing the NAVD 88
 AE4159.geopotential number by the normal gravity value computed on the
 AE4159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4159.degrees latitude (g = 980.6199 gals.).
 AE4159
 AE4159.The modeled gravity was interpolated from observed gravity values.
 AE4159
 AE4159;                    North         East    Units  Estimated Accuracy
 AE4159;SPC SD N     -   118,730.      678,040.      MT  (+/- 180 meters Scaled)
 AE4159
 AE4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ990715(NAD 83)
 AE4159
 AE4159                          SUPERSEDED SURVEY CONTROL
 AE4159
 AE4159.No superseded survey control is available for this station.
 AE4159
 AE4159_MARKER: DZ = AZIMUTH MARK DISK
 AE4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4159_STAMPING: ARCADE 2 NO 3 1988
 AE4159_MARK LOGO: NGS
 AE4159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4159+STABILITY: SURFACE MOTION
 AE4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4159+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4159
 AE4159  HISTORY     - Date     Condition        Report By
 AE4159  HISTORY     - 1988     MONUMENTED       NGS
 AE4159  HISTORY     - 19960602 GOOD             NGS
 AE4159
 AE4159                          STATION DESCRIPTION
 AE4159
 AE4159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4159'23.7 KM (14.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4159'OFFICE IN FAULKTON, 79.0 M (259.2 FT) EAST OF MILEPOST 282, 22.1 M
 AE4159'(72.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) WEST OF THE
 AE4159'CENTER OF A FIELD ENTRANCE AND GATE, 3.7 M (12.1 FT) EAST OF THE
 AE4159'CENTER OF A FIELD ENTRANCE AND GATE, 0.9 M (3.0 FT) SOUTHWEST OF A
 AE4159'WITNESS POST AND THE SOUTH END OF A FENCE, 0.5 M (1.6 FT) BELOW THE
 AE4159'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE4159'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4156 ***********************************************************************
 AE4156  DESIGNATION -  ARCADE 2 RM 4
 AE4156  PID         -  AE4156
 AE4156  STATE/COUNTY-  SD/FAULK
 AE4156  COUNTRY     -  US
 AE4156  USGS QUAD   -  ORIENT (2017)
 AE4156
 AE4156                         *CURRENT SURVEY CONTROL
 AE4156  ______________________________________________________________________
 AE4156* NAD 83(1986) POSITION- 44 54 00.     (N) 099 01 17.     (W)   SCALED
 AE4156* NAVD 88 ORTHO HEIGHT -   458.699 (meters)     1504.92  (feet) ADJUSTED
 AE4156  ______________________________________________________________________
 AE4156  GEOID HEIGHT    -        -23.942 (meters)                     GEOID18
 AE4156  DYNAMIC HEIGHT  -        458.637 (meters)     1504.71  (feet) COMP
 AE4156  MODELED GRAVITY -    980,466.8   (mgal)                       NAVD 88
 AE4156
 AE4156  VERT ORDER      -  FIRST     CLASS II
 AE4156
 AE4156.The horizontal coordinates were scaled from a map and have
 AE4156.an estimated accuracy of +/- 6 seconds.
 AE4156
 AE4156.The orthometric height was determined by differential leveling and
 AE4156.adjusted by the NATIONAL GEODETIC SURVEY
 AE4156.in July 1998.
 AE4156
 AE4156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4156.GEOID18 height accuracy estimate available here.
 AE4156
 AE4156.Click photographs - Photos may exist for this station.
 AE4156
 AE4156.The dynamic height is computed by dividing the NAVD 88
 AE4156.geopotential number by the normal gravity value computed on the
 AE4156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4156.degrees latitude (g = 980.6199 gals.).
 AE4156
 AE4156.The modeled gravity was interpolated from observed gravity values.
 AE4156
 AE4156;                    North         East    Units  Estimated Accuracy
 AE4156;SPC SD N     -   119,000.      677,290.      MT  (+/- 180 meters Scaled)
 AE4156
 AE4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ983718(NAD 83)
 AE4156
 AE4156                          SUPERSEDED SURVEY CONTROL
 AE4156
 AE4156.No superseded survey control is available for this station.
 AE4156
 AE4156_MARKER: DR = REFERENCE MARK DISK
 AE4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4156_STAMPING: ARCADE 2 NO 4 1988
 AE4156_MARK LOGO: NGS
 AE4156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4156+STABILITY: SURFACE MOTION
 AE4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4156+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4156
 AE4156  HISTORY     - Date     Condition        Report By
 AE4156  HISTORY     - 1988     MONUMENTED       NGS
 AE4156  HISTORY     - 19960602 GOOD             NGS
 AE4156
 AE4156                          STATION DESCRIPTION
 AE4156
 AE4156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4156'23.0 KM (14.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4156'OFFICE IN FAULKTON, 598.0 M (1961.9 FT) WEST OF MILEPOST 282, 22.7 M
 AE4156'(74.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT)
 AE4156'NORTHWEST OF TRIANGULATION STATION ARCADE 2, 1.8 M (5.9 FT) BELOW THE
 AE4156'LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTH OF THE CENTER OF 4 BRACED
 AE4156'FENCE POSTS, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND
 AE4156'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0804 ***********************************************************************
 OT0804  DESIGNATION -  ARD
 OT0804  PID         -  OT0804
 OT0804  STATE/COUNTY-  SD/FALL RIVER
 OT0804  COUNTRY     -  US
 OT0804  USGS QUAD   -  ARDMORE SE (2017)
 OT0804
 OT0804                         *CURRENT SURVEY CONTROL
 OT0804  ______________________________________________________________________
 OT0804* NAD 83(1996) POSITION- 43 00 03.45137(N) 103 37 01.60775(W)   ADJUSTED
 OT0804* NAVD 88 ORTHO HEIGHT -  1114.    (meters)     3655.    (feet) SCALED
 OT0804  ______________________________________________________________________
 OT0804  GEOID HEIGHT    -        -16.145 (meters)                     GEOID18
 OT0804  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 OT0804  HORZ ORDER      -  FIRST
 OT0804
 OT0804.The horizontal coordinates were established by classical geodetic methods
 OT0804.and adjusted by the National Geodetic Survey in January 1998.
 OT0804
 OT0804.The orthometric height was scaled from a topographic map.
 OT0804
 OT0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0804.GEOID18 height accuracy estimate available here.
 OT0804
 OT0804.Click photographs - Photos may exist for this station.
 OT0804
 OT0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0804
 OT0804. The following values were computed from the NAD 83(1996) position.
 OT0804
 OT0804;                    North         East     Units Scale Factor Converg.
 OT0804;SPC SD S     -    79,459.989   332,320.820   MT  0.99996453   -2 15 55.2
 OT0804;SPC SD S     -   260,694.98  1,090,289.22   sFT  0.99996453   -2 15 55.2
 OT0804;UTM  13      - 4,761,849.059   612,715.849   MT  0.99975629   +0 56 35.7
 OT0804
 OT0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0804!SPC SD S     -   0.99982793  x   0.99996453  =   0.99979247
 OT0804!UTM  13      -   0.99982793  x   0.99975629  =   0.99958426
 OT0804
 OT0804:                Primary Azimuth Mark                     Grid Az
 OT0804:SPC SD S     -  ARDMORE MUNICIPAL TANK                   309 11 48.0
 OT0804:UTM  13      -  ARDMORE MUNICIPAL TANK                   305 59 17.1
 OT0804
 OT0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH1271561849(NAD 83)
 OT0804
 OT0804|---------------------------------------------------------------------|
 OT0804| PID    Reference Object                     Distance      Geod. Az  |
 OT0804|                                                           dddmmss.s |
 OT0804| CP9512 ARD RM 1                             12.011 METERS 13321     |
 OT0804| CP9513 ARD RM 2                             13.514 METERS 23131     |
 OT0804| NP0488 CONKLIN                             APPROX. 3.8 KM 2463802.8 |
 OT0804| OT0803 BOUNDARY MP 202 NE SD                42.214 METERS 26957     |
 OT0804| OT0805 ARDMORE MUNICIPAL TANK              APPROX. 3.7 KM 3065552.8 |
 OT0804|---------------------------------------------------------------------|
 OT0804
 OT0804                          SUPERSEDED SURVEY CONTROL
 OT0804
 OT0804  NAD 83(1995)-  43 00 03.45137(N)    103 37 01.60774(W) AD(       ) 1
 OT0804  NAD 83(1993)-  43 00 03.45135(N)    103 37 01.60769(W) AD(       ) 1
 OT0804  NAD 83(1986)-  43 00 03.43072(N)    103 37 01.59127(W) AD(       ) 1
 OT0804  NAD 27      -  43 00 03.55100(N)    103 36 59.84800(W) AD(       ) 1
 OT0804
 OT0804.Superseded values are not recommended for survey control.
 OT0804
 OT0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0804.See file dsdata.pdf to determine how the superseded data were derived.
 OT0804
 OT0804_MARKER: DS = TRIANGULATION STATION DISK
 OT0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0804_STAMPING: ARD 1941
 OT0804_MARK LOGO: CGS
 OT0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0804+STABILITY: SURFACE MOTION
 OT0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0804+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2010
 OT0804
 OT0804  HISTORY     - Date     Condition        Report By
 OT0804  HISTORY     - 1941     MONUMENTED       CGS
 OT0804  HISTORY     - 20101021 GOOD             GEOCAC
 OT0804
 OT0804                          STATION DESCRIPTION
 OT0804
 OT0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0804'STATION IS LOCATED ON A SMALL KNOLL IN A PASTURE ABOUT 1.5 MILES
 OT0804'S AND 2 MILES E OF ARDMORE IN THE NW 1/4 SEC. 6, T. 35 N, R.
 OT0804'53 W.  IT IS 28 FEET N OF A FENCE, IS STAMPED ARD 1941 AND
 OT0804'PROJECTS 8 INCHES.
 OT0804'
 OT0804'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 OT0804'DISKS SET IN CONCRETE, AS DESCRIBED.
 OT0804'
 OT0804'REFERENCE MARK NO. 1 IS 1 FOOT N OF A FENCE.  IT IS STAMPED
 OT0804'ARD NO. 1 1941 AND PROJECTS 6 INCHES.
 OT0804'
 OT0804'REFERENCE MARK NO. 2 IS 1 FOOT N OF A FENCE.  IT IS STAMPED
 OT0804'ARD NO. 2 1941 AND PROJECTS 6 INCHES.
 OT0804'
 OT0804'STATION CONKLIN IS USED FOR THE AZIMUTH MARK.
 OT0804'
 OT0804'A DIRECTION WAS TAKEN TO A U.S. GENERAL LAND OFFICE MARK.  IT
 OT0804'IS 55 FEET W OF A N-AND-S FENCE AND 0.3 MILE W BY S OF THE
 OT0804'STATION.  THE DISK IS BOLTED ON A 3-INCH IRON PIPE AND PROJECTS
 OT0804'6 INCHES.
 OT0804'
 OT0804'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, GO S ON
 OT0804'SOUTH DAKOTA STATE HIGHWAY 87 FOR 2.8 MILES.  (TO REACH THE
 OT0804'AZIMUTH MARK FROM THIS POINT, CONTINUE S ON GRADED DIRT ROAD FOR
 OT0804'0.2 MILE, THEN RIGHT (W) FOR 0.75 MILE TO THE TOP OF THE HILL
 OT0804'AND THE MARK ON THE LEFT.) CONTINUE STRAIGHT AHEAD (E) ALONG
 OT0804'THE N SIDE OF A FENCE ON THE STATE LINE FOR 1.0 MILE TO USGLO
 OT0804'MARK.  THEN STRAIGHT AHEAD (E) FOR 0.3 MILE TO THE STATION.
 OT0804'
 OT0804'SIGNALS SET ON THE GROUND AT SUGAR, WRIGHT, AND CONKLIN ARE
 OT0804'VISIBLE ON THE GROUND.
 OT0804
 OT0804                          STATION RECOVERY (2010)
 OT0804
 OT0804'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0804'ALL REFERENCE OBJECTS WERE SEEN.  STATION ALSO BEARS 024 DEGREES 0.10
 OT0804'MI FROM NDOR 163-5, A METAL TRIANGULATION DISK IN A CONCRETE POST SET
 OT0804'FLUSH FOUR FEET SOUTH OF THE ROW FENCE AND 1.0 FT SOUTHWEST OF A METAL
 OT0804'WP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0805 ***********************************************************************
 OT0805  DESIGNATION -  ARDMORE MUNICIPAL TANK
 OT0805  PID         -  OT0805
 OT0805  STATE/COUNTY-  SD/FALL RIVER
 OT0805  COUNTRY     -  US
 OT0805  USGS QUAD   -  ARDMORE (2017)
 OT0805
 OT0805                         *CURRENT SURVEY CONTROL
 OT0805  ______________________________________________________________________
 OT0805* NAD 83(1996) POSITION- 43 01 16.08630(N) 103 39 13.34189(W)   ADJUSTED
 OT0805  ______________________________________________________________________
 OT0805  GEOID HEIGHT    -        -16.015 (meters)                     GEOID18
 OT0805  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 OT0805  HORZ ORDER      -  THIRD
 OT0805
 OT0805.The horizontal coordinates were established by classical geodetic methods
 OT0805.and adjusted by the National Geodetic Survey in January 1998.
 OT0805
 OT0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0805.GEOID18 height accuracy estimate available here.
 OT0805
 OT0805.Click photographs - Photos may exist for this station.
 OT0805
 OT0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0805
 OT0805. The following values were computed from the NAD 83(1996) position.
 OT0805
 OT0805;                    North         East     Units Scale Factor Converg.
 OT0805;SPC SD S     -    81,818.159   329,429.097   MT  0.99996083   -2 17 26.0
 OT0805;SPC SD S     -   268,431.74  1,080,801.96   sFT  0.99996083   -2 17 26.0
 OT0805;UTM  13      - 4,764,041.202   609,697.295   MT  0.99974803   +0 55 07.0
 OT0805
 OT0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0969764041(NAD 83)
 OT0805
 OT0805                          SUPERSEDED SURVEY CONTROL
 OT0805
 OT0805  NAD 83(1993)-  43 01 16.08637(N)    103 39 13.34190(W) AD(       ) 3
 OT0805  NAD 83(1986)-  43 01 16.06462(N)    103 39 13.32405(W) AD(       ) 3
 OT0805  NAD 27      -  43 01 16.18600(N)    103 39 11.57700(W) AD(       ) 3
 OT0805
 OT0805.Superseded values are not recommended for survey control.
 OT0805
 OT0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0805.See file dsdata.pdf to determine how the superseded data were derived.
 OT0805
 OT0805_MARKER: 53 = ELEVATED TANK
 OT0805
 OT0805  HISTORY     - Date     Condition        Report By
 OT0805  HISTORY     - 1941     FIRST OBSERVED   CGS
 OT0805
 OT0805                          STATION DESCRIPTION
 OT0805
 OT0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0805'STATION IS LOCATED IN THE WEST PART OF ARDMORE, 1 MILE EAST
 OT0805'OF NORTH DAKOTA STATE HIGHWAY 81 AND 12 PACES SOUTH OF THE
 OT0805'MUNICIPAL WATER SYSTEM BUILDING.
 OT0805'
 OT0805'THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE CONSTRUCTED
 OT0805'OF STEEL, PAINTED BLACK AND ABOUT 125 FEET HIGH OVER-ALL.
 OT0805'
 OT0805'IT WAS BUILT IN 1921.
 OT0805'
 OT0805'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 OT0805'OF THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0623 ***********************************************************************
 PS0623  DESIGNATION -  AREO
 PS0623  PID         -  PS0623
 PS0623  STATE/COUNTY-  SD/HAND
 PS0623  COUNTRY     -  US
 PS0623  USGS QUAD   -  VAYLAND NW (2017)
 PS0623
 PS0623                         *CURRENT SURVEY CONTROL
 PS0623  ______________________________________________________________________
 PS0623* NAD 83(1996) POSITION- 44 26 19.53023(N) 098 59 01.25387(W)   ADJUSTED
 PS0623* NAVD 88 ORTHO HEIGHT -   524.    (meters)     1719.    (feet) SCALED
 PS0623  ______________________________________________________________________
 PS0623  GEOID HEIGHT    -        -24.553 (meters)                     GEOID18
 PS0623  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 PS0623  HORZ ORDER      -  SECOND
 PS0623
 PS0623.The horizontal coordinates were established by classical geodetic methods
 PS0623.and adjusted by the National Geodetic Survey in January 1998.
 PS0623
 PS0623.The orthometric height was scaled from a topographic map.
 PS0623
 PS0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0623.GEOID18 height accuracy estimate available here.
 PS0623
 PS0623.Click photographs - Photos may exist for this station.
 PS0623
 PS0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0623
 PS0623. The following values were computed from the NAD 83(1996) position.
 PS0623
 PS0623;                    North         East     Units Scale Factor Converg.
 PS0623;SPC SD N     -    67,784.335   680,909.455   MT  0.99999584   +0 43 09.4
 PS0623;SPC SD N     -   222,389.11  2,233,950.44   sFT  0.99999584   +0 43 09.4
 PS0623;UTM  14      - 4,920,606.778   501,298.631   MT  0.99960002   +0 00 41.1
 PS0623
 PS0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0623!SPC SD N     -   0.99992164  x   0.99999584  =   0.99991748
 PS0623!UTM  14      -   0.99992164  x   0.99960002  =   0.99952169
 PS0623
 PS0623:                Primary Azimuth Mark                     Grid Az
 PS0623:SPC SD N     -  AREO AZ MK                               002 12 51.1
 PS0623:UTM  14      -  AREO AZ MK                               002 55 19.4
 PS0623
 PS0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0129820606(NAD 83)
 PS0623
 PS0623|---------------------------------------------------------------------|
 PS0623| PID    Reference Object                     Distance      Geod. Az  |
 PS0623|                                                           dddmmss.s |
 PS0623| CO4228 AREO AZ MK                                         0025600.5 |
 PS0623| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX. 9.3 KM 0222322.1 |
 PS0623| PS0163 R 79 RESET                          277.963 METERS 17342     |
 PS0623| CO4230 AREO RM 2                            36.737 METERS 23738     |
 PS0623| PS0651 MILLER MUNICIPAL TANK               APPROX. 8.7 KM 3563625.9 |
 PS0623| PS0652 MILLER MUN LT AND PWR CO STACK      APPROX. 8.7 KM 3564212.8 |
 PS0623| CO4229 AREO RM 1                            23.958 METERS 35806     |
 PS0623|---------------------------------------------------------------------|
 PS0623
 PS0623                          SUPERSEDED SURVEY CONTROL
 PS0623
 PS0623  NAD 83(1986)-  44 26 19.52776(N)    098 59 01.26067(W) AD(       ) 2
 PS0623  NAD 27      -  44 26 19.59000(N)    098 58 59.90500(W) AD(       ) 2
 PS0623
 PS0623.Superseded values are not recommended for survey control.
 PS0623
 PS0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0623.See file dsdata.pdf to determine how the superseded data were derived.
 PS0623
 PS0623_MARKER: DS = TRIANGULATION STATION DISK
 PS0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0623_STAMPING: AERO 1951
 PS0623_MARK LOGO: CGS
 PS0623_PROJECTION: FLUSH
 PS0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0623+STABILITY: SURFACE MOTION
 PS0623
 PS0623  HISTORY     - Date     Condition        Report By
 PS0623  HISTORY     - 1951     MONUMENTED       CGS
 PS0623
 PS0623                          STATION DESCRIPTION
 PS0623
 PS0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0623'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF MILLER AT THE
 PS0623'NORTHEAST CORNER OF THE MILLER AIRPORT ON THE RIGHT OF WAY OF STATE
 PS0623'ROUTE 45.  STATION IS 73 FEET WEST OF THE APPROXIMATE CENTERLINE
 PS0623'OF HIGHWAY, 9 FEET NORTH NORTHEAST OF WITNESS POST AND 2 FEET
 PS0623'EAST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PS0623'STAMPED AREO 1951.
 PS0623'
 PS0623'REFERENCE MARK NO. 1 IS 75 FEET WEST OF THE APPROXIMATE CENTERLINE
 PS0623'OF STATE ROUTE 45, 8 FEET NORTHWEST OF TELEPHONE POLE AND IN
 PS0623'FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 PS0623'STAMPED AREO NO 1 1951.
 PS0623'
 PS0623'REFERENCE MARK NO. 2 IS 29 FEET NORTHWEST OF THE SOUTHWEST CORNER
 PS0623'OF SMALL BUILDING AND IN FENCELINE.  THE MARK PROJECTS ABOUT 2
 PS0623'INCHES AND THE DISK IS STAMPED AREO NO 2 1951.
 PS0623'
 PS0623'AZIMUTH MARK IS 77 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 PS0623'HIGHWAY, 4 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 PS0623'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED AREO
 PS0623'1951.
 PS0623'
 PS0623'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK R 79, WHICH IS 53
 PS0623'FEET WEST OF FENCE AND 22 FEET EAST OF THE APPROXIMATE CENTERLINE
 PS0623'OF HIGHWAY.  THE DISK IS SET FLUSH IN THE CENTER OF A CONCRETE
 PS0623'CULVERT AND IS STAMPED R 79 RESET 1949.
 PS0623'
 PS0623'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PS0623'ROUTE 45 IN MILLER GO SOUTH ON STATE ROUTE 45 FOR 5.05 MILES TO
 PS0623'AZIMUTH MARK ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE
 PS0623'SOUTH FOR 0.5 MILE TO STATION ON RIGHT OR WEST SIDE OF ROAD AS
 PS0623'DESCRIBED.  CONTINUE SOUTH FOR 0.15 MILE TO BENCH MARK ON LEFT OR
 PS0623'EAST SIDE OF ROAD AS DESCRIBED.
 PS0623'
 PS0623'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0863 ***********************************************************************
 PR0863  DESIGNATION -  ARL
 PR0863  PID         -  PR0863
 PR0863  STATE/COUNTY-  SD/KINGSBURY
 PR0863  COUNTRY     -  US
 PR0863  USGS QUAD   -  ARLINGTON (2017)
 PR0863
 PR0863                         *CURRENT SURVEY CONTROL
 PR0863  ______________________________________________________________________
 PR0863* NAD 83(1996) POSITION- 44 22 28.70303(N) 097 10 09.32352(W)   ADJUSTED
 PR0863* NAVD 88 ORTHO HEIGHT -   559.    (meters)     1834.    (feet) SCALED
 PR0863  ______________________________________________________________________
 PR0863  GEOID HEIGHT    -        -25.104 (meters)                     GEOID18
 PR0863  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 PR0863  HORZ ORDER      -  SECOND
 PR0863
 PR0863.The horizontal coordinates were established by classical geodetic methods
 PR0863.and adjusted by the National Geodetic Survey in January 1998.
 PR0863
 PR0863.The orthometric height was scaled from a topographic map.
 PR0863
 PR0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0863.GEOID18 height accuracy estimate available here.
 PR0863
 PR0863.Click photographs - Photos may exist for this station.
 PR0863
 PR0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0863
 PR0863. The following values were computed from the NAD 83(1996) position.
 PR0863
 PR0863;                    North         East     Units Scale Factor Converg.
 PR0863;SPC SD N     -    64,095.576   825,565.542   MT  1.00000832   +2 00 12.3
 PR0863;SPC SD N     -   210,286.90  2,708,542.95   sFT  1.00000832   +2 00 12.3
 PR0863;UTM  14      - 4,915,114.499   645,852.072   MT  0.99986162   +1 16 50.0
 PR0863
 PR0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0863!SPC SD N     -   0.99991625  x   1.00000832  =   0.99992457
 PR0863!UTM  14      -   0.99991625  x   0.99986162  =   0.99977788
 PR0863
 PR0863:                Primary Azimuth Mark                     Grid Az
 PR0863:SPC SD N     -  TRAIL                                    185 52 48.0
 PR0863:UTM  14      -  TRAIL                                    186 36 10.3
 PR0863
 PR0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4585215114(NAD 83)
 PR0863
 PR0863|---------------------------------------------------------------------|
 PR0863| PID    Reference Object                     Distance      Geod. Az  |
 PR0863|                                                           dddmmss.s |
 PR0863| PR0861 ARLINGTON MUNICIPAL TANK            APPROX. 3.1 KM 1154429.2 |
 PR0863| CO4231 ARL RM 1                             38.235 METERS 17928     |
 PR0863| PR0862 TRAIL                               APPROX. 8.7 KM 1875300.3 |
 PR0863| CO4232 ARL RM 2                             37.810 METERS 35916     |
 PR0863|---------------------------------------------------------------------|
 PR0863
 PR0863                          SUPERSEDED SURVEY CONTROL
 PR0863
 PR0863  NAD 83(1986)-  44 22 28.69979(N)    097 10 09.29825(W) AD(       ) 2
 PR0863  NAD 27      -  44 22 28.81233(N)    097 10 08.09031(W) AD(       ) 2
 PR0863
 PR0863.Superseded values are not recommended for survey control.
 PR0863
 PR0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0863.See file dsdata.pdf to determine how the superseded data were derived.
 PR0863
 PR0863_MARKER: DD = SURVEY DISK
 PR0863_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0863+WITH SETTING: INFORMATION.
 PR0863_STAMPING: ET ARL 1968
 PR0863_MARK LOGO: USGS
 PR0863_PROJECTION: RECESSED 30 CENTIMETERS
 PR0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0863
 PR0863  HISTORY     - Date     Condition        Report By
 PR0863  HISTORY     - 1968     MONUMENTED       USGS
 PR0863  HISTORY     - 1971     POOR             NGS
 PR0863  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PR0863
 PR0863                          STATION DESCRIPTION
 PR0863
 PR0863'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0863'STATION IS LOCATED ABOUT 0.8 MI N. AND 1.5 MI W. OF TOWN
 PR0863'OF ARLINGTON, AT E. EDGE OF SE 1/4 OF SEC. 34, T. 111 N., R. 53 W.
 PR0863'
 PR0863'TO REACH FROM THE JCT. OF U.S. HWYS. 14 AND 81 AT E. EDGE OF
 PR0863'ARLINGTON, GO W. ON U.S. HWY. 14 FOR 2.2 MI TO CROSSROADS,
 PR0863'TURN RIGHT (N.) AND GO 0.3 MI TO STATION ON LEFT (W.).
 PR0863'
 PR0863'STATION IS 1866.0 FT N. OF U.S. HWY. 14, 26.0 FT W. OF N.-S. GRAVELED
 PR0863'RD., 7.9 FT E. OF FENCE LINE, 5.6 FT E. OF USGS WITNESS POST,
 PR0863'AND IS BURIED 12 IN.  STATION IS STAMPED ET ARL 1968.
 PR0863'
 PR0863'REFERENCE MARK NO. 1 IS 26.0 FT W. OF N.-S. RD. AND 7.1 FT
 PR0863'E. OF N.-S. FENCE, SET FLUSH WITH GROUND AND STAMPED ARL NO.
 PR0863'1 1968.
 PR0863'
 PR0863'REFERENCE MARK NO. 2 IS 25.6 FT W. OF N.-S. RD., 8.8 FT
 PR0863'E. OF N.-S. FENCE, SET FLUSH WITH GROUND AND STAMPED ARL
 PR0863'NO. 2 1968.
 PR0863'
 PR0863'NO AZIMUTH MARK WAS SET.  DIRECTION WAS OBSERVED TO ARLINGTON
 PR0863'M.W.T.
 PR0863'
 PR0863'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS
 PR0863'AND CENTERED IN 6 IN. DRAIN TILE FILLED WITH GRAVEL.
 PR0863
 PR0863                          STATION RECOVERY (1971)
 PR0863
 PR0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PR0863'THE STATION MARK WAS RECOVERED IN POOR CONDITION.  IT APPARENTLY
 PR0863'WAS DAMAGED DURING ROAD IMPROVEMENTS.  THE NORTHWEST EDGE OF THE
 PR0863'DISK IS CURLED UP AND THE RIM OF THE PROTECTIVE TILE IS
 PR0863'BROKEN.
 PR0863'
 PR0863'REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN DESTROYED.  THE
 PR0863'DISK HAS BEEN BROKEN OFF THE WELD ROD ON REFERENCE MARK
 PR0863'NO. 1, THE ROD IS STILL IN PLACE.  REFERENCE MARK NO. 2
 PR0863'WAS FOUND PULLED OUT OF THE GROUND.
 PR0863'
 PR0863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 PR0863'W OF ARLINGTON
 PR0863
 PR0863                          STATION RECOVERY (1972)
 PR0863
 PR0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PR0863'THE MARK WAS NOT FOUND AND APPARENTLY HAS BEEN DESTROYED BY
 PR0863'ROAD MAINTENANCE EQUIPMENT.  THE STATION SHOULD BE CONSIDERED
 PR0863'DESTROYED.
 PR0863'
 PR0863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 PR0863'WEST OF ARLINGTON
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0867 ***********************************************************************
 PR0867  DESIGNATION -  ARLINGTON BAP CH SPIRE
 PR0867  PID         -  PR0867
 PR0867  STATE/COUNTY-  SD/KINGSBURY
 PR0867  COUNTRY     -  US
 PR0867  USGS QUAD   -  ARLINGTON (2017)
 PR0867
 PR0867                         *CURRENT SURVEY CONTROL
 PR0867  ______________________________________________________________________
 PR0867* NAD 83(1996) POSITION- 44 21 47.37283(N) 097 08 16.01969(W)   ADJUSTED
 PR0867  ______________________________________________________________________
 PR0867  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 PR0867  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 PR0867  HORZ ORDER      -  THIRD
 PR0867
 PR0867.The horizontal coordinates were established by classical geodetic methods
 PR0867.and adjusted by the National Geodetic Survey in January 1998.
 PR0867
 PR0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0867.GEOID18 height accuracy estimate available here.
 PR0867
 PR0867.Click photographs - Photos may exist for this station.
 PR0867
 PR0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0867
 PR0867. The following values were computed from the NAD 83(1996) position.
 PR0867
 PR0867;                    North         East     Units Scale Factor Converg.
 PR0867;SPC SD N     -    62,908.822   828,117.520   MT  1.00001068   +2 01 32.5
 PR0867;SPC SD N     -   206,393.36  2,716,915.56   sFT  1.00001068   +2 01 32.5
 PR0867;UTM  14      - 4,913,895.807   648,388.507   MT  0.99987080   +1 18 08.3
 PR0867
 PR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4838813895(NAD 83)
 PR0867
 PR0867                          SUPERSEDED SURVEY CONTROL
 PR0867
 PR0867  NAD 83(1986)-  44 21 47.36937(N)    097 08 15.99417(W) AD(       ) 3
 PR0867  NAD 27      -  44 21 47.47800(N)    097 08 14.75700(W) AD(       ) 3
 PR0867  USSD        -  44 21 47.65000(N)    097 08 15.19200(W) AD(       ) 3
 PR0867
 PR0867.Superseded values are not recommended for survey control.
 PR0867
 PR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0867.See file dsdata.pdf to determine how the superseded data were derived.
 PR0867
 PR0867_MARKER: 90 = CHURCH SPIRE
 PR0867
 PR0867  HISTORY     - Date     Condition        Report By
 PR0867  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0867  HISTORY     - 1935     GOOD             CGS
 PR0867
 PR0867                          STATION DESCRIPTION
 PR0867
 PR0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0867'WHAT WAS FORMERLY THE BAPTIST CHURCH IS NOW THE NORWEGIAN LUTHERAN
 PR0867'CHURCH.  IT IS STILL STANDING AT THE SAME SITE AS IN 1903 BUT HAS
 PR0867'BEEN REMODELED TO SOME EXTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0866 ***********************************************************************
 PR0866  DESIGNATION -  ARLINGTON CHRISTIAN CH SPIRE
 PR0866  PID         -  PR0866
 PR0866  STATE/COUNTY-  SD/KINGSBURY
 PR0866  COUNTRY     -  US
 PR0866  USGS QUAD   -  ARLINGTON (2017)
 PR0866
 PR0866                         *CURRENT SURVEY CONTROL
 PR0866  ______________________________________________________________________
 PR0866* NAD 83(1996) POSITION- 44 21 43.46904(N) 097 08 09.93561(W)   ADJUSTED
 PR0866  ______________________________________________________________________
 PR0866  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 PR0866  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 PR0866  HORZ ORDER      -  THIRD
 PR0866
 PR0866.The horizontal coordinates were established by classical geodetic methods
 PR0866.and adjusted by the National Geodetic Survey in January 1998.
 PR0866
 PR0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0866.GEOID18 height accuracy estimate available here.
 PR0866
 PR0866.Click photographs - Photos may exist for this station.
 PR0866
 PR0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0866
 PR0866. The following values were computed from the NAD 83(1996) position.
 PR0866
 PR0866;                    North         East     Units Scale Factor Converg.
 PR0866;SPC SD N     -    62,793.164   828,256.420   MT  1.00001091   +2 01 36.8
 PR0866;SPC SD N     -   206,013.91  2,717,371.27   sFT  1.00001091   +2 01 36.8
 PR0866;UTM  14      - 4,913,778.420   648,525.916   MT  0.99987130   +1 18 12.5
 PR0866
 PR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4852513778(NAD 83)
 PR0866
 PR0866                          SUPERSEDED SURVEY CONTROL
 PR0866
 PR0866  NAD 83(1986)-  44 21 43.46559(N)    097 08 09.91007(W) AD(       ) 3
 PR0866  NAD 27      -  44 21 43.57500(N)    097 08 08.67300(W) AD(       ) 3
 PR0866  USSD        -  44 21 43.74600(N)    097 08 09.10800(W) AD(       ) 3
 PR0866
 PR0866.Superseded values are not recommended for survey control.
 PR0866
 PR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0866.See file dsdata.pdf to determine how the superseded data were derived.
 PR0866
 PR0866_MARKER: 90 = CHURCH SPIRE
 PR0866
 PR0866  HISTORY     - Date     Condition        Report By
 PR0866  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0866  HISTORY     - 1935     GOOD             CGS
 PR0866
 PR0866                          STATION DESCRIPTION
 PR0866
 PR0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0866'THE CHURCH BUILDING CORRESPONDING IN LOCATION TO GEOGRAPHIC
 PR0866'POSITION GIVEN FOR CHRISTIAN CHURCH, OCTAGONAL SPIRE IS THE
 PR0866'CATHOLIC CHURCH, WHICH HAS OCTAGONAL SPIRE AND WAS STANDING AT
 PR0866'PRESENT SITE IN 1903.
 PR0866'
 PR0866'NOTE--THE ONLY THREE CHURCHES IN TOWN WHICH ARE SO LOCATED AS TO
 PR0866'MEET REQUIREMENTS OF GEOGRAPHIC POSITIONS ARE THE NORWEGIAN
 PR0866'LUTHERAN (FORMERLY BAPTIST), THE CHRISTIAN CHURCH (CALLED
 PR0866'METHODIST CHURCH IN LIST OF GEOGRAPHIC POSITIONS), AND THE
 PR0866'CATHOLIC CHURCH (CALLED CHRISTIAN CHURCH IN LIST OF GEOGRAPHIC
 PR0866'POSITIONS).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0861 ***********************************************************************
 PR0861  DESIGNATION -  ARLINGTON MUNICIPAL TANK
 PR0861  PID         -  PR0861
 PR0861  STATE/COUNTY-  SD/KINGSBURY
 PR0861  COUNTRY     -  US
 PR0861  USGS QUAD   -  ARLINGTON (2017)
 PR0861
 PR0861                         *CURRENT SURVEY CONTROL
 PR0861  ______________________________________________________________________
 PR0861* NAD 83(1996) POSITION- 44 21 45.56684(N) 097 08 04.66961(W)   ADJUSTED
 PR0861  ______________________________________________________________________
 PR0861  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 PR0861  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 PR0861  HORZ ORDER      -  THIRD
 PR0861
 PR0861.The horizontal coordinates were established by classical geodetic methods
 PR0861.and adjusted by the National Geodetic Survey in January 1998.
 PR0861
 PR0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0861.GEOID18 height accuracy estimate available here.
 PR0861
 PR0861.Click photographs - Photos may exist for this station.
 PR0861
 PR0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0861
 PR0861. The following values were computed from the NAD 83(1996) position.
 PR0861
 PR0861;                    North         East     Units Scale Factor Converg.
 PR0861;SPC SD N     -    62,862.001   828,370.665   MT  1.00001078   +2 01 40.6
 PR0861;SPC SD N     -   206,239.75  2,717,746.09   sFT  1.00001078   +2 01 40.6
 PR0861;UTM  14      - 4,913,845.800   648,641.005   MT  0.99987172   +1 18 16.2
 PR0861
 PR0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4864113845(NAD 83)
 PR0861
 PR0861                          SUPERSEDED SURVEY CONTROL
 PR0861
 PR0861  NAD 83(1986)-  44 21 45.56365(N)    097 08 04.64485(W) AD(       ) 3
 PR0861  NAD 27      -  44 21 45.67494(N)    097 08 03.42177(W) AD(       ) 3
 PR0861
 PR0861.Superseded values are not recommended for survey control.
 PR0861
 PR0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0861.See file dsdata.pdf to determine how the superseded data were derived.
 PR0861
 PR0861_MARKER: 53 = ELEVATED TANK
 PR0861
 PR0861  HISTORY     - Date     Condition        Report By
 PR0861  HISTORY     - 1968     FIRST OBSERVED   USGS
 PR0861
 PR0861                          STATION DESCRIPTION
 PR0861
 PR0861'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0861'ARLINGTON M.W.T. IS A FOUR-LEGGED TOWER APPROX. 75 FT HIGH.
 PR0861'TANK IS CYLINDRICAL WITH CONICAL TOP AND IS PAINTED SILVER.
 PR0861'TANK IS LOCATED IN S.-CENTRAL PART OF ARLINGTON.  POINT
 PR0861'SIGHTED FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8955 ***********************************************************************
 AB8955  DESIGNATION -  ARLTON
 AB8955  PID         -  AB8955
 AB8955  STATE/COUNTY-  SD/BROOKINGS
 AB8955  COUNTRY     -  US
 AB8955  USGS QUAD   -  ARLINGTON NE (2017)
 AB8955
 AB8955                         *CURRENT SURVEY CONTROL
 AB8955  ______________________________________________________________________
 AB8955* NAD 83(1986) POSITION- 44 23 29.     (N) 097 07 21.     (W)   SCALED
 AB8955* NAVD 88 ORTHO HEIGHT -   555.287 (meters)     1821.80  (feet) ADJUSTED
 AB8955  ______________________________________________________________________
 AB8955  GEOID HEIGHT    -        -25.064 (meters)                     GEOID18
 AB8955  DYNAMIC HEIGHT  -        555.183 (meters)     1821.46  (feet) COMP
 AB8955  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 AB8955
 AB8955  VERT ORDER      -  FIRST     CLASS II
 AB8955
 AB8955.The horizontal coordinates were scaled from a map and have
 AB8955.an estimated accuracy of +/- 6 seconds.
 AB8955
 AB8955.The orthometric height was determined by differential leveling and
 AB8955.adjusted by the NATIONAL GEODETIC SURVEY
 AB8955.in October 1997.
 AB8955
 AB8955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8955.GEOID18 height accuracy estimate available here.
 AB8955
 AB8955.Click photographs - Photos may exist for this station.
 AB8955
 AB8955.The dynamic height is computed by dividing the NAVD 88
 AB8955.geopotential number by the normal gravity value computed on the
 AB8955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8955.degrees latitude (g = 980.6199 gals.).
 AB8955
 AB8955.The modeled gravity was interpolated from observed gravity values.
 AB8955
 AB8955;                    North         East    Units  Estimated Accuracy
 AB8955;SPC SD N     -    66,090.      829,220.      MT  (+/- 180 meters Scaled)
 AB8955
 AB8955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ495170(NAD 83)
 AB8955
 AB8955                          SUPERSEDED SURVEY CONTROL
 AB8955
 AB8955.No superseded survey control is available for this station.
 AB8955
 AB8955_MARKER: Z = SEE DESCRIPTION
 AB8955_SETTING: 0 = UNSPECIFIED SETTING
 AB8955_STAMPING: ARLTON 1994
 AB8955_MARK LOGO: SDDT
 AB8955_PROJECTION: FLUSH
 AB8955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8955+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1994
 AB8955_ROD/PIPE-DEPTH: 6.4 meters
 AB8955_SLEEVE-DEPTH  : 4.0 meters
 AB8955
 AB8955  HISTORY     - Date     Condition        Report By
 AB8955  HISTORY     - 1994     MONUMENTED       SDDT
 AB8955  HISTORY     - 19941110 GOOD             NGS
 AB8955
 AB8955                          STATION DESCRIPTION
 AB8955
 AB8955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8955'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8955'IN ARLINGTON, THENCE 2.6 KM (1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 AB8955'THENCE 0.5 KM (0.30 MI) EASTERLY ALONG THE SOUTH BOUNDARY FENCE OF THE
 AB8955'ARLINGTON MUNICIPAL AIRPORT, 50.7 M (166.3 FT) WEST OF THE THIRD WHITE
 AB8955'RUNWAY LIGHT AT THE SOUTHEAST END OF A NORTHWEST-SOUTHEAST RUNWAY,
 AB8955'50.4 M (165.4 FT) SOUTHWEST OF THE FOURTH WHITE RUNWAY LIGHT, 0.4 M
 AB8955'(1.3 FT) NORTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A METAL
 AB8955'GUARD POST, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE
 AB8955'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 AB8955'IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AB8955'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0804 ***********************************************************************
 NN0804  DESIGNATION -  ARNESON
 NN0804  PID         -  NN0804
 NN0804  STATE/COUNTY-  SD/BON HOMME
 NN0804  COUNTRY     -  US
 NN0804  USGS QUAD   -  NIOBRARA (2017)
 NN0804
 NN0804                         *CURRENT SURVEY CONTROL
 NN0804  ______________________________________________________________________
 NN0804* NAD 83(1996) POSITION- 42 48 31.56169(N) 098 02 54.21479(W)   ADJUSTED
 NN0804* NAVD 88 ORTHO HEIGHT -   507.    (meters)     1663.    (feet) SCALED
 NN0804  ______________________________________________________________________
 NN0804  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 NN0804  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 NN0804  HORZ ORDER      -  SECOND
 NN0804
 NN0804.The horizontal coordinates were established by classical geodetic methods
 NN0804.and adjusted by the National Geodetic Survey in January 1998.
 NN0804
 NN0804.The orthometric height was scaled from a topographic map.
 NN0804
 NN0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0804.GEOID18 height accuracy estimate available here.
 NN0804
 NN0804.Click photographs - Photos may exist for this station.
 NN0804
 NN0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0804
 NN0804. The following values were computed from the NAD 83(1996) position.
 NN0804
 NN0804;                    North         East     Units Scale Factor Converg.
 NN0804;SPC SD S     -    55,387.913   786,870.539   MT  1.00000591   +1 34 34.6
 NN0804;SPC SD S     -   181,718.51  2,581,591.09   sFT  1.00000591   +1 34 34.6
 NN0804;UTM  14      - 4,740,018.157   577,804.306   MT  0.99967447   +0 38 48.1
 NN0804
 NN0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0804!SPC SD S     -   0.99992452  x   1.00000591  =   0.99993043
 NN0804!UTM  14      -   0.99992452  x   0.99967447  =   0.99959902
 NN0804
 NN0804:                Primary Azimuth Mark                     Grid Az
 NN0804:SPC SD S     -  WARD                                     215 58 52.4
 NN0804:UTM  14      -  WARD                                     216 54 38.9
 NN0804
 NN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7780440018(NAD 83)
 NN0804
 NN0804|---------------------------------------------------------------------|
 NN0804| PID    Reference Object                     Distance      Geod. Az  |
 NN0804|                                                           dddmmss.s |
 NN0804| NN0606 WARD                                APPROX. 7.9 KM 2173327.0 |
 NN0804|---------------------------------------------------------------------|
 NN0804
 NN0804                          SUPERSEDED SURVEY CONTROL
 NN0804
 NN0804  NAD 83(1986)-  42 48 31.57193(N)    098 02 54.21371(W) AD(       ) 2
 NN0804  NAD 27      -  42 48 31.57000(N)    098 02 52.95400(W) AD(       ) 2
 NN0804  MORC        -  42 48 29.35000(N)    098 02 54.14000(W) AD(       ) 3
 NN0804
 NN0804.Superseded values are not recommended for survey control.
 NN0804
 NN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0804.See file dsdata.pdf to determine how the superseded data were derived.
 NN0804
 NN0804_MARKER: Z = SEE DESCRIPTION
 NN0804_SETTING: 0 = UNSPECIFIED SETTING
 NN0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0804
 NN0804  HISTORY     - Date     Condition        Report By
 NN0804  HISTORY     - 1889     MONUMENTED       MORC
 NN0804
 NN0804                          STATION DESCRIPTION
 NN0804
 NN0804'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 NN0804'ARNESON IS ON LEFT BANK, 2 MILES BACK FROM RIVER, ON A HIGH RIDGE.
 NN0804'THE STATION IS 300 FEET FROM NORTH END OF RIDGE.  THERE IS A
 NN0804'SHARP-POINTED HILL, THREE-FOURTHS OF A MILE SOUTH, AS HIGH OR
 NN0804'HIGHER THAN STATION.  A WAGON ROAD WITHIN 40 FEET OF STATION
 NN0804'RUNS NORTHEAST TOWARDS A SMALL WHITE SCHOOLHOUSE.  THE STATION
 NN0804'IS 594 FEET NORTHEAST FROM THE SW. CORNER SEC. 3, T. 92 N.,
 NN0804'R. 61 W., AND ONE-FOURTH OF A MILE EAST OF ARNESONS HOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0803 ***********************************************************************
 NN0803  DESIGNATION -  ARNESON 3
 NN0803  PID         -  NN0803
 NN0803  STATE/COUNTY-  SD/BON HOMME
 NN0803  COUNTRY     -  US
 NN0803  USGS QUAD   -  NIOBRARA (2017)
 NN0803
 NN0803                         *CURRENT SURVEY CONTROL
 NN0803  ______________________________________________________________________
 NN0803* NAD 83(1996) POSITION- 42 48 31.42617(N) 098 02 54.29654(W)   ADJUSTED
 NN0803* NAVD 88 ORTHO HEIGHT -   507.2   (meters)     1664.    (feet) VERTCON3
 NN0803  ______________________________________________________________________
 NN0803  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 NN0803  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 NN0803  HORZ ORDER      -  SECOND
 NN0803
 NN0803.The horizontal coordinates were established by classical geodetic methods
 NN0803.and adjusted by the National Geodetic Survey in January 1998.
 NN0803
 NN0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0803
 NN0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0803.GEOID18 height accuracy estimate available here.
 NN0803
 NN0803.Click photographs - Photos may exist for this station.
 NN0803
 NN0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0803
 NN0803. The following values were computed from the NAD 83(1996) position.
 NN0803
 NN0803;                    North         East     Units Scale Factor Converg.
 NN0803;SPC SD S     -    55,383.682   786,868.797   MT  1.00000592   +1 34 34.5
 NN0803;SPC SD S     -   181,704.63  2,581,585.38   sFT  1.00000592   +1 34 34.5
 NN0803;UTM  14      - 4,740,013.956   577,802.497   MT  0.99967447   +0 38 48.1
 NN0803
 NN0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0803!SPC SD S     -   0.99992452  x   1.00000592  =   0.99993044
 NN0803!UTM  14      -   0.99992452  x   0.99967447  =   0.99959902
 NN0803
 NN0803:                Primary Azimuth Mark                     Grid Az
 NN0803:SPC SD S     -  ARNESON 3 AZ MK                          161 18 00.4
 NN0803:UTM  14      -  ARNESON 3 AZ MK                          162 13 46.8
 NN0803
 NN0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7780240013(NAD 83)
 NN0803
 NN0803|---------------------------------------------------------------------|
 NN0803| PID    Reference Object                     Distance      Geod. Az  |
 NN0803|                                                           dddmmss.s |
 NN0803| NM1895 SPRINGFIELD MUNICIPAL TANK          APPROX.13.5 KM 0674417.4 |
 NN0803| NN0805 ARNESON 3 AZ MK                     APPROX. 0.5 KM 1625234.9 |
 NN0803| CO2104 ARNESON 3 RM 1                                     18019     |
 NN0803| CO2106 ARNESON 3 RM 3                       40.536 METERS 18429     |
 NN0803| NN0806 ARNESON 3 RM 4                       45.349 METERS 21600     |
 NN0803| CO2105 ARNESON 3 RM 2                                     22824     |
 NN0803| OR0816 AVON MUNICIPAL TANK                 APPROX.21.9 KM 3582912.8 |
 NN0803|---------------------------------------------------------------------|
 NN0803
 NN0803                          SUPERSEDED SURVEY CONTROL
 NN0803
 NN0803  NAD 83(1986)-  42 48 31.43642(N)    098 02 54.29557(W) AD(       ) 2
 NN0803  NAD 27      -  42 48 31.43600(N)    098 02 53.03700(W) AD(       ) 2
 NN0803  NGVD 29 (07/19/86)  507.0    (m)         1663.     (f) VERT ANG       
 NN0803
 NN0803.Superseded values are not recommended for survey control.
 NN0803
 NN0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0803.See file dsdata.pdf to determine how the superseded data were derived.
 NN0803
 NN0803_MARKER: DS = TRIANGULATION STATION DISK
 NN0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0803_STAMPING: ARNESON 3 1948
 NN0803_MARK LOGO: CGS
 NN0803_PROJECTION: RECESSED 41 CENTIMETERS
 NN0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0803+STABILITY: SURFACE MOTION
 NN0803
 NN0803  HISTORY     - Date     Condition        Report By
 NN0803  HISTORY     - 1948     MONUMENTED       CGS
 NN0803  HISTORY     - 1974     MARK NOT FOUND   USGS
 NN0803  HISTORY     - 1977     GOOD             NGS
 NN0803  HISTORY     - 1979     GOOD             NGS
 NN0803
 NN0803                          STATION DESCRIPTION
 NN0803
 NN0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0803'AN UNSUCCESSFUL ATTEMPT-BY MEANS OF AN INVERSE-WAS MADE TO RECOVER
 NN0803'STATION ARNESON 2.
 NN0803'
 NN0803'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF SPRINGFIELD,
 NN0803'IN A FIELD OWNED BY MR. C.H. THOMPSON, WHO LIVES 0.2 MILE
 NN0803'NORTHEAST OF THE STATION.  THE MARK IS ABOUT 16 INCHES BELOW
 NN0803'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ARNESON 3 1948.
 NN0803'
 NN0803'REFERENCE MARK NO. 1 IS 136.23 FEET SOUTH OF THE STATION,
 NN0803'IN THE FENCE LINE ALONG THE SOUTH EDGE OF THE FIELD ROAD.
 NN0803'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ARNESON
 NN0803'3 NO 1 1948.
 NN0803'
 NN0803'REFERENCE MARK NO. 2 IS 163.47 FEET SOUTHWEST OF THE STATION,
 NN0803'IN THE FENCE LINE ALONG THE SOUTH EDGE OF THE FIELD ROAD.
 NN0803'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARNESON
 NN0803'3 NO 2 1948.
 NN0803'
 NN0803'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE STATION,
 NN0803'41 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A
 NN0803'FENCE CORNER AND 2 FEET NORTH OF A WITNESS POST.  THE MARK
 NN0803'PROJECTS 4 INCHES AND THE DISK IS STAMPED ARNESON 3 1948.
 NN0803'
 NN0803'TO REACH FROM THE POST OFFICE IN SPRINGFIELD, GO WESTERLY ON
 NN0803'STATE HIGHWAY 37 FOR 5.75 MILES TO CROSSROADS WHERE HIGHWAY TURNS
 NN0803'SOUTH, TURN LEFT ON HIGHWAY 37 FOR 1.0 MILE TO CROSSROADS,
 NN0803'TURN RIGHT (WEST) ON DIRT ROAD 2.8 MILES TO A T ROAD LEFT,
 NN0803'TURN LEFT, FOLLOWING MAIN ROAD SOUTH AND WEST 1.3 MILE TO WHERE
 NN0803'MAIN ROAD TURNS LEFT, KEEP STRAIGHT AHEAD ON FIELD ROAD 0.15
 NN0803'MILE TO TOP OF HILL AND THE STATION ON THE RIGHT.
 NN0803'
 NN0803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST 0.15
 NN0803'MILE TO THE MAIN ROAD, TURN RIGHT (SOUTH) ON MAIN ROAD 0.2
 NN0803'MILE TO THE MARK ON THE RIGHT AT FENCE CORNER.
 NN0803'
 NN0803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0803
 NN0803                          STATION RECOVERY (1974)
 NN0803
 NN0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 NN0803'THIS STATION MARK WAS NOT FOUND.  R.M. 1 IS DISTURBED R.M. 2 IS
 NN0803'DESTROYED.  THE AZIMUTH MARK IS O.K.  THE LAND OWNER COULD NOT
 NN0803'GIVE ANY SPECIFIC INFORMATION ABOUT THIS MARK.
 NN0803
 NN0803                          STATION RECOVERY (1977)
 NN0803
 NN0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NN0803'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 NN0803'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND DESTROYED, REFERENCE
 NN0803'MARK NO. 1 APPARENTLY WAS REMOVED AND RESET ABOUT 12 FEET TO THE
 NN0803'WEST WITH THE ARROW POINTED TOWARD REFERENCE MARK NO. 2, THE TOP
 NN0803'OF REFERENCE MARK NO. 2 WAS SHIRRED OFF - THE DISK WAS NOT
 NN0803'RECOVERED.  A TARGET ON REFERENCE MARK NO. 2 WAS OBSERVED FOR A
 NN0803'ROUGH CHECK, THE MONUMENT WAS LEFT INTACT AS FOUND.  REFERENCE
 NN0803'MARKS NO. 3 AND NO. 4 WERE SET.  THE DISK WAS REMOVED FROM
 NN0803'REFERENCE MARK NO. 1 AT THIS TIME.
 NN0803'
 NN0803'A NEW DESCRIPTION FOLLOWS--
 NN0803'
 NN0803'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF SPRINGFIELD,
 NN0803'ON A HIGH HILL OVERLOOKING THE MISSOURI RIVER TO THE SOUTHWEST,
 NN0803'IN PASTURE LAND OWNED BY MR. DON WYNIA WHO LIVES ABOUT 0.2 MILE
 NN0803'NORTHEAST OF THE STATION.
 NN0803'
 NN0803'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO
 NN0803'WESTERLY ON STATE HIGHWAY 37 FOR 5.75 MILES TO A CROSSROAD WHERE
 NN0803'HIGHWAY 37 TURNS SOUTH, TURN LEFT AND FOLLOW HIGHWAY 37 FOR 1.0
 NN0803'MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRADED ROAD 2.8
 NN0803'MILES TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD
 NN0803'SOUTH AND WEST 1.3 MILES TO WHERE THE MAIN ROAD TURNS LEFT, SOUTH,
 NN0803'GO WEST AND NORTHWEST ON A FIELD ROAD 0.15 MILE TO THE TOP OF
 NN0803'THE HILL AND THE STATION AS DESCRIBED.
 NN0803'
 NN0803'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST 0.15 MILE
 NN0803'TO THE MAIN ROAD, TURN RIGHT AND GO SOUTH ON THE GRADED ROAD 0.25
 NN0803'MILE TO FIELD ENTRANCE AND THE AZIMUTH MARK ON THE RIGHT AS
 NN0803'DESCRIBED.
 NN0803'
 NN0803'THE STATION MARK IS A STANDARD DISK STAMPED ARNESON 3 1948, SET
 NN0803'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12-INCHES BELOW
 NN0803'GROUND LEVEL.  IT IS 236 FEET NORTHWEST OF A WOOD POST AT A 3-WAY
 NN0803'FENCE CORNER, 133 FEET NORTH OF A FENCE, AND 82 FEET SOUTHEAST OF
 NN0803'THE SOUTHEAST EDGE OF A LARGE INACTIVE GRAVEL PIT.  A CHUNK OF
 NN0803'CONCRETE WAS PLACED ON THE GROUND OVER THE MARK.
 NN0803'
 NN0803'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ARNESON 3 1948 NO 3
 NN0803'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 NN0803'2-INCHES.  IT IS 185 FEET WEST OF THE WOODEN POST AT THE 3-WAY
 NN0803'FENCE CORNER, 1-FOOT NORTH OF A FENCE, AND 1.3 FEET NORTHWEST OF A
 NN0803'METAL WITNESS POST.
 NN0803'
 NN0803'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ARNESON 3 1948 NO 4
 NN0803'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 NN0803'3-INCHES.  IT IS 2 FEET WEST-NORTHWEST OF AN ANGLING FENCE CORNER
 NN0803'WITH A GUYED POST, 1-FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A
 NN0803'METAL WITNESS POST, AND ALONG THE SOUTH SIDE OF AN OLD TRAIL.
 NN0803'
 NN0803'THE REFERENCE MARK NO. 2 MONUMENT WITH THE DISK SHIRRED OFF, IS 38
 NN0803'FEET WEST OF THE ANGLING FENCE CORNER, 34.5 FEET WEST OF REFERENCE
 NN0803'MARK NO. 4 WITNESS POST, AND 7.5 FEET SOUTHWEST OF THE FENCE.
 NN0803'
 NN0803'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARNESON 3 1948, SET
 NN0803'IN THE TOP OF A SQUARE CONCRETE MONUMENT 1-INCH BELOW GROUND
 NN0803'SURFACE.  IT IS 41 FEET WEST OF THE CENTER OF THE ROAD, 16 FEET
 NN0803'NORTH OF THE CENTER OF THE FIELD ROAD, 5 FEET NORTHWEST OF A FENCE
 NN0803'CORNER, 4.2 FEET WEST OF A METAL WITNESS POST, AND 2.5 FEET
 NN0803'NORTH-NORTHWEST OF A WOOD WITNESS POST.
 NN0803'
 NN0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.5 MILES
 NN0803'S.W. SPRINGFIELD.
 NN0803
 NN0803                          STATION RECOVERY (1979)
 NN0803
 NN0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NN0803'THE STATION MARK, RM 3, RM 4 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NN0803'CONDITION, RM 1 AND RM 2 HAVE BEEN DESTROYED.  RM 3 AND RM 4 WERE SET
 NN0803'BY J. RINDEL IN 1977.
 NN0803'
 NN0803'STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF SPRINGFIELD, ON A
 NN0803'HILL OVERLOOKING THE MISSOURI RIVER TO THE SOUTHWEST, IN PASTURE LAND
 NN0803'OWNED BY MR DON WYNIH WHO LIVES ABOUT 0.2 MILE NORTHEAST OF STATION,
 NN0803'
 NN0803'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO WESTERLY
 NN0803'ON STATE HIGHWAY 37 FOR 5.75 MILES TO A CROSSROAD WHERE HIGHWAY 37
 NN0803'TURNS SOUTH, TURN LEFT, GO SOUTH ON STATE HIGHWAY 37 FOR 1.0 MILE TO
 NN0803'A CROSSROAD, TURN RIGHT, GO WEST ON GRADED ROAD FOR 2.8 MILE TO SIDE
 NN0803'ROAD LEFT, TURN LEFT FOLLOWING MAIN ROAD SOUTHERLY FOR 1.3 MILES TO
 NN0803'POINT WHERE TURN LEFT AGAIN, KEEP RIGHT OFF GRAVEL ROAD, FOLLOW TRACK
 NN0803'ROAD NORTHWESTERLY UP HILL 0.15 MILE STATION.
 NN0803'
 NN0803'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NN0803'STAMPED---ARNESON 3 NO 1948 NO 3 1977---LOCATED 56.4 METERS (185
 NN0803'FEET) W FROM 3 WAY FENCE CORNER, 0.40 METER (1.3 FEET) NW FROM
 NN0803'WITNESS POST, 0.3 METER (1 FOOT) N FROM FENCE, AND 0.6 METER (2 FEET)
 NN0803'LOWER THAN THE STATION.
 NN0803'
 NN0803'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NN0803'STAMPED---ARNESON 3 1948 NO 4 1977---SET INTO THE TOP OF A ROUND
 NN0803'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 NN0803'LOCATED 0.6 METER (2 FEET) WNW FROM FENCE CORNER, 0.6 METER (2 FEET)
 NN0803'E FROM WITNESS POST, 0.3 METER (1 FOOT) N FROM FENCE.
 NN0803'
 NN0803'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NN0803'STAMPED---ARNESON 3 1948---LOCATED 12.5 METERS (41 FEET) W FROM
 NN0803'CENTER OF GRAVEL ROAD, 4.9 METERS (16 FEET) N FROM CENTER OF FIELD
 NN0803'ROAD, 1.5 METERS (5 FEET) NW FROM FENCE CORNER, AND 1.28 METERS (4.2
 NN0803'FEET) W FROM WITNESS POST.
 NN0803'
 NN0803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR 0.15
 NN0803'MILE TO GRAVEL ROAD, TURN RIGHT, GO SOUTH ON GRAVEL ROAD FOR 0.25
 NN0803'MILE TO MARK ON RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0805 ***********************************************************************
 NN0805  DESIGNATION -  ARNESON 3 AZ MK
 NN0805  PID         -  NN0805
 NN0805  STATE/COUNTY-  SD/BON HOMME
 NN0805  COUNTRY     -  US
 NN0805  USGS QUAD   -  NIOBRARA (2017)
 NN0805
 NN0805                         *CURRENT SURVEY CONTROL
 NN0805  ______________________________________________________________________
 NN0805* NAD 83(1996) POSITION- 42 48 15.47071(N) 098 02 47.62064(W)   ADJUSTED
 NN0805* NAVD 88 ORTHO HEIGHT -   494.9   (meters)     1624.    (feet) VERTCON3
 NN0805  ______________________________________________________________________
 NN0805  GEOID HEIGHT    -        -25.895 (meters)                     GEOID18
 NN0805  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 NN0805  HORZ ORDER      -  THIRD
 NN0805
 NN0805.The horizontal coordinates were established by classical geodetic methods
 NN0805.and adjusted by the National Geodetic Survey in January 1998.
 NN0805
 NN0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0805
 NN0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0805.GEOID18 height accuracy estimate available here.
 NN0805
 NN0805.Click photographs - Photos may exist for this station.
 NN0805
 NN0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0805
 NN0805. The following values were computed from the NAD 83(1996) position.
 NN0805
 NN0805;                    North         East     Units Scale Factor Converg.
 NN0805;SPC SD S     -    54,895.685   787,033.974   MT  1.00000700   +1 34 39.1
 NN0805;SPC SD S     -   180,103.59  2,582,127.30   sFT  1.00000700   +1 34 39.1
 NN0805;UTM  14      - 4,739,523.507   577,959.683   MT  0.99967477   +0 38 52.4
 NN0805
 NN0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0805!SPC SD S     -   0.99992645  x   1.00000700  =   0.99993345
 NN0805!UTM  14      -   0.99992645  x   0.99967477  =   0.99960124
 NN0805
 NN0805:                Primary Azimuth Mark                     Grid Az
 NN0805:SPC SD S     -  ARNESON 3                                341 18 00.3
 NN0805:UTM  14      -  ARNESON 3                                342 13 47.0
 NN0805
 NN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7795939523(NAD 83)
 NN0805
 NN0805|---------------------------------------------------------------------|
 NN0805| PID    Reference Object                     Distance      Geod. Az  |
 NN0805|                                                           dddmmss.s |
 NN0805| NN0806 ARNESON 3 RM 4                      489.326 METERS 3383733.2 |
 NN0805| NN0803 ARNESON 3                           APPROX. 0.5 KM 3425239.4 |
 NN0805|---------------------------------------------------------------------|
 NN0805
 NN0805                          SUPERSEDED SURVEY CONTROL
 NN0805
 NN0805  NAD 83(1995)-  42 48 15.47071(N)    098 02 47.62065(W) AD(       ) 3
 NN0805  NAD 83(1986)-  42 48 15.48102(N)    098 02 47.61973(W) AD(       ) 3
 NN0805  NAD 27      -  42 48 15.48031(N)    098 02 46.36161(W) AD(       ) 3
 NN0805  NGVD 29 (07/19/86)  494.7    (m)         1623.     (f) VERT ANG       
 NN0805
 NN0805.Superseded values are not recommended for survey control.
 NN0805
 NN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0805.See file dsdata.pdf to determine how the superseded data were derived.
 NN0805
 NN0805_MARKER: DZ = AZIMUTH MARK DISK
 NN0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0805_STAMPING: ARNESON 3 1948
 NN0805_MARK LOGO: CGS
 NN0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0805+STABILITY: SURFACE MOTION
 NN0805
 NN0805  HISTORY     - Date     Condition        Report By
 NN0805  HISTORY     - 1948     MONUMENTED       CGS
 NN0805
 NN0805                          STATION DESCRIPTION
 NN0805
 NN0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0805'THE MARK IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTH OF AVON, 9.6 MI
 NN0805'(15.4 KM) SOUTHWEST OF KINGSBURG AND 8.3 MI (13.4 KM) WEST-SOUTHWEST
 NN0805'OF SPRINGFIELD.
 NN0805'
 NN0805'TO REACH FROM STATION ARNESON 3, GO SOUTHEAST FOR 0.15 MI (0.24 KM)
 NN0805'TO GRAVEL ROAD.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.25 MI
 NN0805'(0.40 KM) TO MARK ON THE RIGHT.
 NN0805'
 NN0805'IT IS LOCATED 12.5 M (41.0 FT) WEST FROM THE CENTER OF THE GRAVEL
 NN0805'ROAD, 4.9 M (16.1 FT) NORTH FROM CENTER OF A FIELD ROAD, 1.5 M
 NN0805'(4.9 FT) NORTHWEST FROM A FENCE CORNER AND 1.28 M (4.2 FT) WEST FROM A
 NN0805'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0806 ***********************************************************************
 NN0806  DESIGNATION -  ARNESON 3 RM 4
 NN0806  PID         -  NN0806
 NN0806  STATE/COUNTY-  SD/BON HOMME
 NN0806  COUNTRY     -  US
 NN0806  USGS QUAD   -  NIOBRARA (2017)
 NN0806
 NN0806                         *CURRENT SURVEY CONTROL
 NN0806  ______________________________________________________________________
 NN0806* NAD 83(1996) POSITION- 42 48 30.23730(N) 098 02 55.46983(W)   NO CHECK
 NN0806* NAVD 88 ORTHO HEIGHT -   505.7   (meters)     1659.    (feet) VERTCON3
 NN0806  ______________________________________________________________________
 NN0806  GEOID HEIGHT    -        -25.902 (meters)                     GEOID18
 NN0806  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 NN0806  HORZ ORDER      -  THIRD
 NN0806
 NN0806.The horizontal coordinates were established by classical geodetic methods
 NN0806.and adjusted by the National Geodetic Survey in January 1998.
 NN0806
 NN0806.No horizontal observational check was made to the station.
 NN0806
 NN0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0806
 NN0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0806.GEOID18 height accuracy estimate available here.
 NN0806
 NN0806.Click photographs - Photos may exist for this station.
 NN0806
 NN0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0806
 NN0806. The following values were computed from the NAD 83(1996) position.
 NN0806
 NN0806;                    North         East     Units Scale Factor Converg.
 NN0806;SPC SD S     -    55,346.276   786,843.159   MT  1.00000600   +1 34 33.7
 NN0806;SPC SD S     -   181,581.91  2,581,501.26   sFT  1.00000600   +1 34 33.7
 NN0806;UTM  14      - 4,739,976.984   577,776.263   MT  0.99967442   +0 38 47.3
 NN0806
 NN0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0806!SPC SD S     -   0.99992476  x   1.00000600  =   0.99993076
 NN0806!UTM  14      -   0.99992476  x   0.99967442  =   0.99959920
 NN0806
 NN0806:                Primary Azimuth Mark                     Grid Az
 NN0806:SPC SD S     -  ARNESON 3 AZ MK                          157 02 54.2
 NN0806:UTM  14      -  ARNESON 3 AZ MK                          157 58 40.6
 NN0806
 NN0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7777639976(NAD 83)
 NN0806
 NN0806|---------------------------------------------------------------------|
 NN0806| PID    Reference Object                     Distance      Geod. Az  |
 NN0806|                                                           dddmmss.s |
 NN0806| NN0803 ARNESON 3                            45.349 METERS 03600     |
 NN0806| NN0805 ARNESON 3 AZ MK                     489.326 METERS 1583727.9 |
 NN0806|---------------------------------------------------------------------|
 NN0806
 NN0806                          SUPERSEDED SURVEY CONTROL
 NN0806
 NN0806  NAD 83(1995)-  42 48 30.23730(N)    098 02 55.46984(W) AD(       ) 3
 NN0806  NAD 83(1986)-  42 48 30.24778(N)    098 02 55.46867(W) AD(       ) 3
 NN0806  NAD 27      -  42 48 30.24706(N)    098 02 54.21021(W) AD(       ) 3
 NN0806  NGVD 29 (07/19/86)  505.5    (m)         1658.     (f) VERT ANG       
 NN0806
 NN0806.Superseded values are not recommended for survey control.
 NN0806
 NN0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0806.See file dsdata.pdf to determine how the superseded data were derived.
 NN0806
 NN0806_MARKER: DR = REFERENCE MARK DISK
 NN0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0806_STAMPING: ARNESON 3 1948 NO 4 1977
 NN0806_MARK LOGO: NGS
 NN0806_PROJECTION: PROJECTING 8 CENTIMETERS
 NN0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0806+STABILITY: SURFACE MOTION
 NN0806
 NN0806  HISTORY     - Date     Condition        Report By
 NN0806  HISTORY     - 1977     MONUMENTED       NGS
 NN0806
 NN0806                          STATION DESCRIPTION
 NN0806
 NN0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NN0806'THE MARK IS LOCATED ABOUT 13.6 MI (21.9 KM) SOUTH OF AVON, 9.5 MI
 NN0806'(15.3 KM) SOUTHWEST OF KINGSBURG AND 8.3 MI (13.4 KM) WEST-SOUTHWEST
 NN0806'OF SPRINGFIELD.
 NN0806'
 NN0806'TO REACH FROM THE POST OFFICE IN SPRINGFIELD, GO WESTERLY ON STATE
 NN0806'HIGHWAY 37 FOR 5.75 MI (9.25 KM) TO A CROSSROAD WHERE HIGHWAY 37 TURNS
 NN0806'SOUTH.  TURN LEFT, GO SOUTH ON STATE HIGHWAY 37 FOR 1.0 MI (1.6 KM)
 NN0806'TO A CROSSROAD.  TURN RIGHT, GO WEST ON GRADED ROAD FOR 2.8 MI
 NN0806'(4.5 KM) TO SIDE ROAD LEFT.  TURN LEFT FOLLOWING MAIN ROAD SOUTHERLY
 NN0806'FOR 1.3 MI (2.1 KM) TO POINT WHERE TURN LEFT AGAIN, KEEP RIGHT OFF
 NN0806'GRAVEL ROAD, FOLLOW TRACK ROAD NORTHWESTERLY UP HILL 0.20 MI (0.32 KM)
 NN0806'TO THE MARK ON THE LEFT.
 NN0806'
 NN0806'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 NN0806'3-INCHES.  IT IS 2 FT (0.6 M) WEST-NORTHWEST OF AN ANGLING FENCE
 NN0806'CORNER WITH A GUYED POST, 1-FOOT NORTH OF A FENCE, 2.0 FT (0.6 M)
 NN0806'EAST OF A METAL WITNESS POST AND ALONG THE SOUTH SIDE OF AN OLD TRAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0402 ***********************************************************************
 QQ0402  DESIGNATION -  ARNOLD
 QQ0402  PID         -  QQ0402
 QQ0402  STATE/COUNTY-  SD/GRANT
 QQ0402  COUNTRY     -  US
 QQ0402  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0402
 QQ0402                         *CURRENT SURVEY CONTROL
 QQ0402  ______________________________________________________________________
 QQ0402* NAD 83(1996) POSITION- 45 09 57.82161(N) 097 06 11.69528(W)   ADJUSTED
 QQ0402* NAVD 88 ORTHO HEIGHT -   557.    (meters)     1827.    (feet) SCALED
 QQ0402  ______________________________________________________________________
 QQ0402  GEOID HEIGHT    -        -25.292 (meters)                     GEOID18
 QQ0402  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 QQ0402  HORZ ORDER      -  SECOND
 QQ0402
 QQ0402.The horizontal coordinates were established by classical geodetic methods
 QQ0402.and adjusted by the National Geodetic Survey in January 1998.
 QQ0402
 QQ0402.The orthometric height was scaled from a topographic map.
 QQ0402
 QQ0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0402.GEOID18 height accuracy estimate available here.
 QQ0402
 QQ0402.Click photographs - Photos may exist for this station.
 QQ0402
 QQ0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0402
 QQ0402. The following values were computed from the NAD 83(1996) position.
 QQ0402
 QQ0402;                    North         East     Units Scale Factor Converg.
 QQ0402;SPC SD N     -   152,170.294   827,676.955   MT  0.99994112   +2 03 00.5
 QQ0402;SPC SD N     -   499,245.37  2,715,470.14   sFT  0.99994112   +2 03 00.5
 QQ0402;UTM  14      - 5,003,148.011   649,060.445   MT  0.99987320   +1 20 43.2
 QQ0402
 QQ0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0402!SPC SD N     -   0.99991660  x   0.99994112  =   0.99985772
 QQ0402!UTM  14      -   0.99991660  x   0.99987320  =   0.99978981
 QQ0402
 QQ0402:                Primary Azimuth Mark                     Grid Az
 QQ0402:SPC SD N     -  ARNOLD AZ MK                             178 03 10.3
 QQ0402:UTM  14      -  ARNOLD AZ MK                             178 45 27.6
 QQ0402
 QQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4906003148(NAD 83)
 QQ0402
 QQ0402|---------------------------------------------------------------------|
 QQ0402| PID    Reference Object                     Distance      Geod. Az  |
 QQ0402|                                                           dddmmss.s |
 QQ0402| CO4234 ARNOLD RM 1                          16.651 METERS 17734     |
 QQ0402| CO4233 ARNOLD AZ MK                                       1800610.8 |
 QQ0402| CO4235 ARNOLD RM 2                          17.359 METERS 29418     |
 QQ0402|---------------------------------------------------------------------|
 QQ0402
 QQ0402                          SUPERSEDED SURVEY CONTROL
 QQ0402
 QQ0402  NAD 83(1986)-  45 09 57.82116(N)    097 06 11.67805(W) AD(       ) 2
 QQ0402  NAD 27      -  45 09 57.95281(N)    097 06 10.39650(W) AD(       ) 2
 QQ0402
 QQ0402.Superseded values are not recommended for survey control.
 QQ0402
 QQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0402.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0402
 QQ0402_MARKER: DS = TRIANGULATION STATION DISK
 QQ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0402_STAMPING: ARNOLD 1952
 QQ0402_MARK LOGO: CGS
 QQ0402_PROJECTION: FLUSH
 QQ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0402+STABILITY: SURFACE MOTION
 QQ0402
 QQ0402  HISTORY     - Date     Condition        Report By
 QQ0402  HISTORY     - 1952     MONUMENTED       CGS
 QQ0402
 QQ0402                          STATION DESCRIPTION
 QQ0402
 QQ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0402'THE STATION IS ABOUT 18-1/2 MILES NORTH OF WATERTOWN, 11 MILES
 QQ0402'SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 81 AND 12 AT BROOKS CORNER,
 QQ0402'1 MILE NORTH OF THE GRANT-CODINGTON COUNTY LINE, ON THE RIGHT OF
 QQ0402'WAY OF U.S. HIGHWAY 81 AND NEAR THE NORTHEAST CORNER OF SEC. 24,
 QQ0402'T 120 N, R 52 W, AND ABOUT 150 FEET SOUTH OF ARNOLDS STORE, 68
 QQ0402'FEET SOUTHWEST OF THE CENTER OF A CROSS ROAD AND 27 FEET SOUTH
 QQ0402'OF A STOP SIGN.
 QQ0402'
 QQ0402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND
 QQ0402'12 AT BROOKS CORNER, WHICH IS ABOUT 4-1/2 MILES EAST OF ORTLEY,
 QQ0402'GO SOUTH ON HIGHWAY 81 FOR 10.6 MILES TO THE STATION ON THE RIGHT,
 QQ0402'CONTINUE 0.7 MILE SOUTH ON THE HIGHWAY TO THE AZIMUTH MARK ON
 QQ0402'THE RIGHT.
 QQ0402'
 QQ0402'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QQ0402'STAMPED ARNOLD 1952.
 QQ0402'
 QQ0402'REFERENCE MARK 1 IS 45 FEET WEST OF THE CENTER OF THE HIGHWAY.  THE
 QQ0402'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ARNOLD NO 1 1952.
 QQ0402'
 QQ0402'REFERENCE MARK 2 IS 48 FEET WEST OF THE STOP SIGN AND 24 FEET
 QQ0402'SOUTH OF THE CENTER OF A GRAVELED ROAD.  THE MARK PROJECTS 2 INCHES
 QQ0402'AND THE DISK IS STAMPED ARNOLD NO 2 1952.
 QQ0402'
 QQ0402'THE AZIMUTH MARK IS 44 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QQ0402'8 FEET EAST OF A FENCE AND 7 FEET EAST OF A 4 X 4 INCH WHITE
 QQ0402'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QQ0402'ARNOLD 1952.
 QQ0402'
 QQ0402'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1245 ***********************************************************************
 OQ1245  CBN         -  This is a Cooperative Base Network Control Station.
 OQ1245  PACS        -  This is a Primary Airport Control Station.
 OQ1245  DESIGNATION -  ARP
 OQ1245  PID         -  OQ1245
 OQ1245  STATE/COUNTY-  SD/MINNEHAHA
 OQ1245  COUNTRY     -  US
 OQ1245  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1245
 OQ1245                         *CURRENT SURVEY CONTROL
 OQ1245  ______________________________________________________________________
 OQ1245* NAD 83(2011) POSITION- 43 34 43.59169(N) 096 44 28.26315(W)   ADJUSTED
 OQ1245* NAD 83(2011) ELLIP HT-   408.396 (meters)        (06/27/12)   ADJUSTED
 OQ1245* NAD 83(2011) EPOCH   -  2010.00
 OQ1245* NAVD 88 ORTHO HEIGHT -   434.73  (meters)     1426.3   (feet) GPS OBS
 OQ1245  ______________________________________________________________________
 OQ1245  NAVD 88 orthometric height was determined with geoid model    GEOID96
 OQ1245  GEOID HEIGHT    -        -26.266 (meters)                     GEOID96
 OQ1245  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 OQ1245  NAD 83(2011) X  -   -543,274.607 (meters)                     COMP
 OQ1245  NAD 83(2011) Y  - -4,596,162.559 (meters)                     COMP
 OQ1245  NAD 83(2011) Z  -  4,374,587.779 (meters)                     COMP
 OQ1245  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 OQ1245
 OQ1245  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1245  Standards:
 OQ1245         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1245            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1245  -------------------------------------------------------------------
 OQ1245  NETWORK    0.63   1.92           0.28   0.23   0.98     -0.09932445
 OQ1245  -------------------------------------------------------------------
 OQ1245  Click here for local accuracies and other accuracy information.
 OQ1245
 OQ1245.This mark is at Joe Foss Field Airport (FSD)
 OQ1245
 OQ1245.The horizontal coordinates were established by GPS observations
 OQ1245.and adjusted by the National Geodetic Survey in June 2012.
 OQ1245
 OQ1245.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1245.been affixed to the stable North American tectonic plate. See 
 OQ1245.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1245
 OQ1245.The horizontal coordinates are valid at the epoch date displayed above
 OQ1245.which is a decimal equivalence of Year/Month/Day.
 OQ1245
 OQ1245.The orthometric height was determined by GPS observations and a
 OQ1245.high-resolution geoid model.
 OQ1245
 OQ1245.GPS derived orthometric heights for airport stations designated as
 OQ1245.PACS or SACS are published to 2 decimal places.  This maintains
 OQ1245.centimeter relative accuracy between the PACS and SACS.  It does
 OQ1245.not indicate centimeter accuracy relative to other marks which are
 OQ1245.part of the published vertical control network.
 OQ1245
 OQ1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1245.GEOID18 height accuracy estimate available here.
 OQ1245
 OQ1245.Click photographs - Photos may exist for this station.
 OQ1245
 OQ1245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1245
 OQ1245.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1245
 OQ1245.The ellipsoidal height was determined by GPS observations
 OQ1245.and is referenced to NAD 83.
 OQ1245
 OQ1245. The following values were computed from the NAD 83(2011) position.
 OQ1245
 OQ1245;                    North         East     Units Scale Factor Converg.
 OQ1245;SPC SD S     -   144,630.296   890,025.712   MT  0.99990711   +2 28 41.0
 OQ1245;SPC SD S     -   474,507.90  2,920,026.02   sFT  0.99990711   +2 28 41.0
 OQ1245;UTM  14      - 4,827,568.971   682,377.273   MT  1.00000914   +1 33 27.2
 OQ1245
 OQ1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1245!SPC SD S     -   0.99993596  x   0.99990711  =   0.99984308
 OQ1245!UTM  14      -   0.99993596  x   1.00000914  =   0.99994510
 OQ1245
 OQ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8237727568(NAD 83)
 OQ1245
 OQ1245                          SUPERSEDED SURVEY CONTROL
 OQ1245
 OQ1245  NAD 83(2007)-  43 34 43.59167(N)    096 44 28.26404(W) AD(2002.00) 0
 OQ1245  ELLIP H (02/10/07)  408.424  (m)                       GP(2002.00)    
 OQ1245  ELLIP H (04/15/04)  408.444  (m)                       GP(       ) 2 1
 OQ1245  NAD 83(1996)-  43 34 43.59127(N)    096 44 28.26340(W) AD(       ) B
 OQ1245  ELLIP H (04/18/97)  408.456  (m)                       GP(       ) 4 1
 OQ1245  NAD 83(1986)-  43 34 43.59407(N)    096 44 28.24168(W) AD(       ) 2
 OQ1245  NGVD 29             434.48   (m)         1425.5    (f) LEVELING    3  
 OQ1245
 OQ1245.Superseded values are not recommended for survey control.
 OQ1245
 OQ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1245.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1245
 OQ1245_MARKER: DT = TOPOGRAPHIC STATION DISK
 OQ1245_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OQ1245_SP_SET: FOUNDATION
 OQ1245_STAMPING: ARP 1953
 OQ1245_MARK LOGO: CGS
 OQ1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1245+STABILITY: POSITION/ELEVATION WELL
 OQ1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1245+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 OQ1245
 OQ1245  HISTORY     - Date     Condition        Report By
 OQ1245  HISTORY     - 1953     MONUMENTED       CGS
 OQ1245  HISTORY     - 19890907 GOOD             NGS
 OQ1245  HISTORY     - 19920819 GOOD
 OQ1245  HISTORY     - 19960510 GOOD             NGS
 OQ1245  HISTORY     - 20131024 GOOD             INDIV
 OQ1245
 OQ1245                          STATION DESCRIPTION
 OQ1245
 OQ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 OQ1245'THE STATION IS LOCATED ON THE JOE FOSS FIELD AIRPORT.  TO REACH THE
 OQ1245'STATION FROM THE MINNEHAHA COUNTY COURT HOUSE IN SIOUX FALLS, SD,
 OQ1245'PROCEED NORTH ON MINNESOTA AVENUE (ALSO SD ROUTE 115) FOR 2.4 MI
 OQ1245'(3.86 KM) TO A ROAD TO THE LEFT, TURN LEFT ON WEATHER LANE AND GO 0.3
 OQ1245'MI (0.48 KM) TO GATE 7, PASS THROUGH THE GATE AND IMMEDIATELY TURN
 OQ1245'RIGHT FOR 0.1 MI (0.16 KM) TO A TAXIWAY AND GO 0.6 MI (0.97 KM) TO A
 OQ1245'DIRT ROAD TO THE LEFT (JUST PASSED RADAR), TURN LEFT AND GO 0.15 MI
 OQ1245'(0.24 KM) TO STATION ON THE LEFT.
 OQ1245'THE STATION IS LOCATED MIDFIELD IN A TRIANGULAR AREA FORMED BY THE
 OQ1245'INTERSECTION OF THE THREE RUNWAYS.  THE STATION IS IN THE CENTER OF A
 OQ1245'50 FT (15.24 M) DIAMETER CONCRETE WELL BASE WHICH IS ABOUT 3 FT
 OQ1245'(0.91 M) ABOVE THE GROUND.  THE STATION IS 229.4 FT (69.92 M) SOUTH
 OQ1245'OF THE WINDSOCK, 138.3 FT (42.15 M) SOUTHWEST OF THE AIRPORT BEACON
 OQ1245'AND 104.0 FT (31.70 M) WEST-NORTHWEST OF AN OLD WIND TETRAHEDRON
 OQ1245'BASE.
 OQ1245'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A DRILL HOLE IN
 OQ1245'THE CENTER OF THE CONCRETE WELL BASE.  THE DISK IS STAMPED ARP 1953.
 OQ1245'FOR ACCESS TO THE AIRPORT, CONTACT MR. MICHAEL MARNACH, AIRPORT
 OQ1245'DIRECTOR, JOE FOSS FIELD, SIOUX FALLS, SD 57104, PHONE (605)
 OQ1245'336-0762.
 OQ1245
 OQ1245                          STATION RECOVERY (1989)
 OQ1245
 OQ1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OQ1245'THE STATION IS LOCATED MIDFIELD IN THE TRIANGULAR AREA FORMED BY THE
 OQ1245'INTERSECTION OF THE THREE RUNWAYS.  THE STATION IS LOCATED IN THE
 OQ1245'CENTER OF A 50 FT.  (15.2 M) DIAMETER CONCRETE WELL BASE WHICH IS
 OQ1245'ABOUT 3 FT. (0.9 M) ABOVE THE GROUND.  THE STATION IS A STANDARD
 OQ1245'TOPOGRAPHIC DISK STAMPED ARP 1953 AND IS SET IN A DRILL HOLE IN THE
 OQ1245'CENTER OF THE CONCRETE BASE.
 OQ1245
 OQ1245                          STATION RECOVERY (1992)
 OQ1245
 OQ1245'RECOVERED 1992
 OQ1245'RECOVERED IN GOOD CONDITION.
 OQ1245
 OQ1245                          STATION RECOVERY (1996)
 OQ1245
 OQ1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1245'THE STATION IS LOCATED 1.2 MI (1.9 KM) NORTH OF SIOUX FALLS, AT JOE
 OQ1245'FOSS FIELD.  OWNERSHIP--CITY OF SIOUX FALLS, 2801 JAYCEE LANE SIOUX
 OQ1245'FALLS SD 57105.  AIRPORT MANAGER IS MICHAEL N. MARNACH, PHONE
 OQ1245'605-336-0762.  CONTACT DON ZWART OR LEROY GREEN AT THE AIRPORT
 OQ1245'MAINTENANCE SHOP, PHONE 605-336-0009.  TO REACH THE STATION FROM THE
 OQ1245'JUNCTION OF INTERSTATE 29 AND RUSSELL STREET IN SIOUX FALLS, GO EAST
 OQ1245'ON RUSSELL STREET 2.35 MI (3.78 KM) TO MINNESOTA AVENUE, TURN LEFT ON
 OQ1245'MINNESOTA AVENUE AND GO 1.7 MI (2.7 KM) TO WEATHER LANE, TURN LEFT ON
 OQ1245'WEATHER LANE AND GO 0.15 MI (0.24 KM) TO AIRPORT MAINTENANCE SHOP ON
 OQ1245'THE RIGHT, CONTINUE 0.15 MI (0.24 KM) TO GATE 7, PASS THROUGH GATE AND
 OQ1245'IMMEDIATELY TURN RIGHT AND GO 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT
 OQ1245'AND GO SOUTH-SOUTHWEST ON TAXIWAY B FOR 0.6 MI (1.0 KM) TO A DIRT ROAD
 OQ1245'ON THE LEFT JUST BEYOND A RADAR SITE, TURN LEFT AND GO 0.15 MI (0.24
 OQ1245'KM) TO THE STATION ON THE LEFT.  THE STATION IS NEAR THE CENTER OF A
 OQ1245'50.0 FT (15.2 M) DIAMETER CONCRETE WELL BASE THAT IS 3.0 FT (0.9 M)
 OQ1245'ABOVE GROUND SURFACE.  LOCATED 133.9 FT (40.8 M) NORTH-NORTHWEST OF
 OQ1245'THE NORTHWEST CORNER OF A GREEN UNDERGROUND CABLE JUNCTION BOX, 102.5
 OQ1245'FT (31.2 M) NORTH OF THE NORTHWEST CORNER OF A TETRAHEDRON BASE
 OQ1245'(ABANDONED), AND 73.4 FT (22.4 M) EAST OF THE CENTERLINE OF A PAVED
 OQ1245'ACCESS ROAD LEADING TO THE RADAR SITE.  THIS STATION WAS USED AS AN
 OQ1245'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 OQ1245
 OQ1245                          STATION RECOVERY (2013)
 OQ1245
 OQ1245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DMS)
 OQ1245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1202 ***********************************************************************
 PR1202  CBN         -  This is a Cooperative Base Network Control Station.
 PR1202  PACS        -  This is a Primary Airport Control Station.
 PR1202  DESIGNATION -  ARP
 PR1202  PID         -  PR1202
 PR1202  STATE/COUNTY-  SD/CODINGTON
 PR1202  COUNTRY     -  US
 PR1202  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1202
 PR1202                         *CURRENT SURVEY CONTROL
 PR1202  ______________________________________________________________________
 PR1202* NAD 83(2011) POSITION- 44 54 50.61932(N) 097 09 17.47013(W)   ADJUSTED
 PR1202* NAD 83(2011) ELLIP HT-   502.380 (meters)        (06/27/12)   ADJUSTED
 PR1202* NAD 83(2011) EPOCH   -  2010.00
 PR1202* NAVD 88 ORTHO HEIGHT -   527.47  (meters)     1730.5   (feet) GPS OBS
 PR1202  ______________________________________________________________________
 PR1202  NAVD 88 orthometric height was determined with geoid model    GEOID96
 PR1202  GEOID HEIGHT    -        -25.011 (meters)                     GEOID96
 PR1202  GEOID HEIGHT    -        -25.112 (meters)                     GEOID18
 PR1202  NAD 83(2011) X  -   -563,557.257 (meters)                     COMP
 PR1202  NAD 83(2011) Y  - -4,489,461.685 (meters)                     COMP
 PR1202  NAD 83(2011) Z  -  4,480,944.833 (meters)                     COMP
 PR1202  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 PR1202
 PR1202  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1202  Standards:
 PR1202         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1202            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1202  -------------------------------------------------------------------
 PR1202  NETWORK    0.75   2.25           0.33   0.28   1.15     -0.09155531
 PR1202  -------------------------------------------------------------------
 PR1202  Click here for local accuracies and other accuracy information.
 PR1202
 PR1202.This mark is at Watertown Airport (ATY)
 PR1202
 PR1202.The horizontal coordinates were established by GPS observations
 PR1202.and adjusted by the National Geodetic Survey in June 2012.
 PR1202
 PR1202.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1202.been affixed to the stable North American tectonic plate. See 
 PR1202.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1202
 PR1202.The horizontal coordinates are valid at the epoch date displayed above
 PR1202.which is a decimal equivalence of Year/Month/Day.
 PR1202
 PR1202.The orthometric height was determined by GPS observations and a
 PR1202.high-resolution geoid model.
 PR1202
 PR1202.GPS derived orthometric heights for airport stations designated as
 PR1202.PACS or SACS are published to 2 decimal places.  This maintains
 PR1202.centimeter relative accuracy between the PACS and SACS.  It does
 PR1202.not indicate centimeter accuracy relative to other marks which are
 PR1202.part of the published vertical control network.
 PR1202
 PR1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1202.GEOID18 height accuracy estimate available here.
 PR1202
 PR1202.Click photographs - Photos may exist for this station.
 PR1202
 PR1202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1202
 PR1202.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1202
 PR1202.The ellipsoidal height was determined by GPS observations
 PR1202.and is referenced to NAD 83.
 PR1202
 PR1202. The following values were computed from the NAD 83(2011) position.
 PR1202
 PR1202;                    North         East     Units Scale Factor Converg.
 PR1202;SPC SD N     -   124,039.956   824,606.664   MT  0.99994196   +2 00 49.0
 PR1202;SPC SD N     -   406,954.42  2,705,397.03   sFT  0.99994196   +2 00 49.0
 PR1202;UTM  14      - 4,975,059.793   645,643.166   MT  0.99986084   +1 18 10.7
 PR1202
 PR1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1202!SPC SD N     -   0.99992124  x   0.99994196  =   0.99986320
 PR1202!UTM  14      -   0.99992124  x   0.99986084  =   0.99978209
 PR1202
 PR1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4564375059(NAD 83)
 PR1202
 PR1202                          SUPERSEDED SURVEY CONTROL
 PR1202
 PR1202  NAD 83(2007)-  44 54 50.61924(N)    097 09 17.47100(W) AD(2002.00) 0
 PR1202  ELLIP H (02/10/07)  502.410  (m)                       GP(2002.00)    
 PR1202  ELLIP H (04/15/04)  502.437  (m)                       GP(       ) 2 1
 PR1202  NAD 83(1996)-  44 54 50.61874(N)    097 09 17.47052(W) AD(       ) B
 PR1202  ELLIP H (04/18/97)  502.450  (m)                       GP(       ) 4 1
 PR1202  NAD 83(1986)-  44 54 50.61400(N)    097 09 17.44357(W) AD(       ) 2
 PR1202  NAVD 88             527.62   (m)         1731.0    (f) LEVELING    3  
 PR1202  NGVD 29             527.21   (m)         1729.7    (f) LEVELING    3  
 PR1202
 PR1202.Superseded values are not recommended for survey control.
 PR1202
 PR1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1202.See file dsdata.pdf to determine how the superseded data were derived.
 PR1202
 PR1202_MARKER: DT = TOPOGRAPHIC STATION DISK
 PR1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1202_STAMPING: ARP 1965
 PR1202_MARK LOGO: CGS
 PR1202_PROJECTION: FLUSH
 PR1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1202+STABILITY: SURFACE MOTION
 PR1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1202+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 PR1202
 PR1202  HISTORY     - Date     Condition        Report By
 PR1202  HISTORY     - 1965     MONUMENTED       CGS
 PR1202  HISTORY     - 19890830 GOOD             NGS
 PR1202  HISTORY     - 19921021 GOOD
 PR1202  HISTORY     - 19951018 GOOD             NGS
 PR1202  HISTORY     - 19951028 GOOD             NGS
 PR1202  HISTORY     - 20130227 GOOD             INDIV
 PR1202
 PR1202                          STATION DESCRIPTION
 PR1202
 PR1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PR1202'STATION IS LOCATED IN THE GRASS AREA WEST OF THE INTERSECTION OF
 PR1202'RUNWAYS AT WATERTOWN MUNICIPAL AIRPORT IN WATERTOWN, SD.
 PR1202'STATION IS LOCATED ABOUT 1000 FT (304.80 M) NORTHWEST OF THE WEST EDGE
 PR1202'OF RUNWAY 17-35, 249.6 FT (76.08 M) SOUTHWEST OF THE SOUTHWEST EDGE
 PR1202'OF RUNWAY 12-30, 253.4 FT (77.24 M) WEST OF THE FIFTH RUNWAY LIGHT ON
 PR1202'THE SOUTHWEST EDGE OF RUNWAY 12-30 NORTHWEST OF ITS INTERSECTION OF
 PR1202'RUNWAY 17-35 AND 266.5 FT (81.23 M) SOUTH OF THE SIXTH LIGHT.
 PR1202
 PR1202                          STATION RECOVERY (1989)
 PR1202
 PR1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PR1202'THIS THE STATION IS LOCATED ABOUT 1000 NORTHWEST OF THE WEST EDGE OF
 PR1202'RUNWAY 17-35,249.6 SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 12-30,
 PR1202'253.4 WEST OF THE FIFTH RUNWAY LIGHT ON THE SOUTHWEST EDGE OF RUNWAY
 PR1202'12-30 NORTHWEST OF ITS INTERSECTION WITH RUNWAY 17-35, AND 266.5 SOUTH
 PR1202'OF THE SIXTH LIGHT.
 PR1202'
 PR1202'THE STATION IS A STANDARD CGS TOPO DISK SET IN CONCRETE FLUSH WITH THE
 PR1202'GROUND AND IS STAMPED ARP 1965.
 PR1202
 PR1202                          STATION RECOVERY (1992)
 PR1202
 PR1202'RECOVERED 1992
 PR1202'RECOVERED IN GOOD CONDITION.
 PR1202
 PR1202                          STATION RECOVERY (1995)
 PR1202
 PR1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 PR1202'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF WATERTOWN,
 PR1202'AT THE WATERTOWN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WATERTOWN, PO
 PR1202'BOX 91, WATERTOWN SD 57201.  AIRPORT MANAGER IS DARRELL DARLING, PHONE
 PR1202'(605)  882-6209.
 PR1202'
 PR1202'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 81 AND 212
 PR1202'IN WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 1.1 MI (1.8 KM) TO THE
 PR1202'JUNCTION OF STATE HIGHWAY 20 ON THE RIGHT, TURN RIGHT AND GO NORTH
 PR1202'THEN NORTHWESTERLY ON STATE HIGHWAY 20 FOR 3.1 MI (5.0 KM) TO THE
 PR1202'JUNCTION OF AIRPORT DRIVE LEFT, TURN LEFT AND GO SOUTHWEST ON AIRPORT
 PR1202'DRIVE FOR 0.35 MI (0.56 KM) TO A FORK, BEAR LEFT AND GO SOUTHWESTERLY
 PR1202'ON EAST AIRPORT DRIVE FOR 0.2 MI (0.3 KM) TO A GATE AND A PAVED ROAD
 PR1202'LEFT, TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR 0.05 MI
 PR1202'(0.08 KM) TO THE SOUTHEAST SIDE OF THE FIRE STATION AND A GATE ON THE
 PR1202'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO SOUTHWEST ON THE APRON FOR
 PR1202'0.15 MI (0.24 KM) TO A PARALLEL TAXIWAY, TURN LEFT AND GO SOUTHEAST ON
 PR1202'THE PARALLEL TAXIWAY (D) FOR 0.45 MI (0.72 KM) TO A CONNECTOR TAXIWAY
 PR1202'(C) ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE CONNECTOR TAXIWAY FOR
 PR1202'0.05 MI (0.08 KM) TO RUNWAY 12/39, BEAR RIGHT AND GO WEST-SOUTHWEST
 PR1202'CROSSING THE RUNWAY, PASSING TO THE RIGHT OF A RUNWAY DISTANCE MARKER
 PR1202'AND THEN ACROSS THE GRASS AND A CULTIVATED FIELD FOR 0.15 MI (0.24 KM)
 PR1202'TO THE STATION.
 PR1202'
 PR1202'THE STATION IS LOCATED 289.5 FT (88.2 M) WEST OF THE WEST CORNER OF A
 PR1202'CONCRETE FOUNDATION FOR A RUNWAY DISTANCE MARKER SIGN, 249.0 FT
 PR1202'(75.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 12/30, 239.8 FT
 PR1202'(73.1 M) SOUTHWEST OF THE SIXTH RUNWAY LIGHT NORTHWEST OF THE RUNWAYS
 PR1202'INTERSECTION, 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE RUNWAY, 1.3 FT
 PR1202'(0.4 M) NORTHEAST OF A WITNESS POST, 1.1 FT (0.3 M) SOUTHEAST OF A
 PR1202'METAL GUARD PIPE, AND 1.1 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 PR1202'THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 PR1202'CONTROL STATION.
 PR1202
 PR1202                          STATION RECOVERY (1995)
 PR1202
 PR1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1202'1.8 KM (1.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1202'U.S. HIGHWAY 81 IN WATERTOWN, THENCE 4.9 KM (3.05 MI) NORTHWESTERLY
 PR1202'ALONG STATE HIGHWAY 20, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG
 PR1202'AIRLINE DRIVE, 99.6 M (326.8 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY
 PR1202'12-30, 73.6 M (241.5 FT) SOUTHWEST OF THE 6TH RUNWAY LIGHT NORTHWEST
 PR1202'OF THE INTERSECTION OF RUNWAYS 12-30 AND 17-35, 0.7 M (2.3 FT)
 PR1202'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR1202'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF
 PR1202'WATERTOWN.  FOR PERMISSION TO GAIN ACCESS TO THE MONUMENT,
 PR1202'CONTACT-DARRELL DARLING, RR 7, BOX 13, WATERTOWN, SD 57201.
 PR1202
 PR1202                          STATION RECOVERY (2013)
 PR1202
 PR1202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BKK)
 PR1202'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2660 ***********************************************************************
 PU2660  DESIGNATION -  ARP
 PU2660  PID         -  PU2660
 PU2660  STATE/COUNTY-  SD/PENNINGTON
 PU2660  COUNTRY     -  US
 PU2660  USGS QUAD   -  BOX ELDER (2017)
 PU2660
 PU2660                         *CURRENT SURVEY CONTROL
 PU2660  ______________________________________________________________________
 PU2660* NAD 83(1993) POSITION- 44 02 30.17600(N) 103 03 24.83290(W)   ADJUSTED
 PU2660* NAD 83(1993) ELLIP HT-   946.528 (meters)        (06/15/04)   ADJUSTED
 PU2660* NAVD 88 ORTHO HEIGHT -   963.88  (+/-2cm)     3162.3   (feet) VERTCON3
 PU2660  ______________________________________________________________________
 PU2660  GEOID HEIGHT    -        -16.755 (meters)                     GEOID18
 PU2660  NAD 83(1993) X  - -1,037,629.372 (meters)                     COMP
 PU2660  NAD 83(1993) Y  - -4,474,190.845 (meters)                     COMP
 PU2660  NAD 83(1993) Z  -  4,412,082.680 (meters)                     COMP
 PU2660  LAPLACE CORR    -         -9.44  (seconds)                    DEFLEC18
 PU2660  HORZ ORDER      -  SECOND
 PU2660  VERT ORDER      -  THIRD ? (See Below)
 PU2660  ELLP ORDER      -  FOURTH    CLASS I
 PU2660
 PU2660.This mark is at Rapid City Airport (RAP)
 PU2660
 PU2660.The horizontal coordinates were established by GPS observations
 PU2660.and adjusted by the National Geodetic Survey in June 2004.
 PU2660
 PU2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2660
 PU2660.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2660.GEOID18 height accuracy estimate available here.
 PU2660
 PU2660.The vertical order pertains to the NGVD 29 superseded value.
 PU2660
 PU2660.Click photographs - Photos may exist for this station.
 PU2660
 PU2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2660
 PU2660.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2660
 PU2660.The ellipsoidal height was determined by GPS observations
 PU2660.and is referenced to NAD 83.
 PU2660
 PU2660. The following values were computed from the NAD 83(1993) position.
 PU2660
 PU2660;                    North         East     Units Scale Factor Converg.
 PU2660;SPC SD S     -   193,368.335   381,759.854   MT  0.99993413   -1 52 43.9
 PU2660;SPC SD S     -   634,409.28  1,252,490.45   sFT  0.99993413   -1 52 43.9
 PU2660;UTM  13      - 4,878,341.614   655,678.326   MT  0.99989808   +1 21 03.9
 PU2660
 PU2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2660!SPC SD S     -   0.99985160  x   0.99993413  =   0.99978574
 PU2660!UTM  13      -   0.99985160  x   0.99989808  =   0.99974970
 PU2660
 PU2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5567878341(NAD 83)
 PU2660
 PU2660                          SUPERSEDED SURVEY CONTROL
 PU2660
 PU2660  NAD 83(1996)-  44 02 30.17121(N)    103 03 24.82603(W) AD(       ) 2
 PU2660  NAD 83(1993)-  44 02 30.16299(N)    103 03 24.82879(W) AD(       ) 2
 PU2660  NAD 83(1986)-  44 02 30.16190(N)    103 03 24.83321(W) AD(       ) 2
 PU2660  NGVD 29             963.40   (m)         3160.8    (f) LEVELING    3  
 PU2660
 PU2660.Superseded values are not recommended for survey control.
 PU2660
 PU2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2660.See file dsdata.pdf to determine how the superseded data were derived.
 PU2660
 PU2660_MARKER: DT = TOPOGRAPHIC STATION DISK
 PU2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2660_STAMPING: ARP 1953
 PU2660_MARK LOGO: CGS
 PU2660_PROJECTION: RECESSED 15 CENTIMETERS
 PU2660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2660+STABILITY: SURFACE MOTION
 PU2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2660+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 PU2660
 PU2660  HISTORY     - Date     Condition        Report By
 PU2660  HISTORY     - 1953     MONUMENTED       CGS
 PU2660  HISTORY     - 19900917 GOOD             NGS
 PU2660  HISTORY     - 19921006 GOOD
 PU2660  HISTORY     - 19960530 MARK NOT FOUND   NGS
 PU2660  HISTORY     - 20141203 MARK NOT FOUND   KADRMA
 PU2660
 PU2660                          STATION DESCRIPTION
 PU2660
 PU2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PU2660'THE STATION IS LOCATED ABOUT 12.9 KM (8.02 MI) EAST OF RAPID CITY, AND
 PU2660'8.0 KM (4.97 MI) SOUTH OF BOX ELDER AT THE RAPID CITY REGIONAL
 PU2660'AIRPORT, AND ALONG THE SOUTHWEST SIDE OF RUNWAY 14-32.
 PU2660'TO REACH THE STATION FROM THE CONTROLLED ACCESS GATE AT THE GENERAL
 PU2660'AVIATION BUILDING, PASS THROUGH GATE AND GO EAST FOR 0.2 KM
 PU2660'(0.12 MI) BETWEEN TWO SETS OF HANGARS TO AN AIRCRAFT PARKING AREA.
 PU2660'FROM THE PARKING AREA PROCEED SOUTHEAST FOR .5 KM (0.31 MI) ALONG
 PU2660'NORTH-SOUTH TAXIWAY PASSING THE NORTHERN ENTRANCE TO THE COMMERCIAL
 PU2660'AIR CARRIER RAMP.  AT THIS POINT HEAD EAST ACROSS THE GRASS MEDIAN
 PU2660'BETWEEN THE TAXIWAY AND THE RUNWAY TO THE STATION.
 PU2660'THE STATION IS LOCATED 45.8 M (150.26 FT) SOUTH OF THE FORTH RUNWAY
 PU2660'LIGHT SOUTHEAST OF THE CONNECTING TAXIWAY, 43.9 M (144.03 FT) WEST OF
 PU2660'THE FIFTH RUNWAY LIGHT SOUTHEAST OF THE CONNECTING TAXIWAY AND 39.3 M
 PU2660'(128.94 FT) WEST OF THE WEST EDGE OF RUNWAY 14-32.
 PU2660
 PU2660                          STATION RECOVERY (1990)
 PU2660
 PU2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PU2660'THE STATION IS 150.3 FEET (45.8 M) S OF THE FOURTH RUNWAY LIGHT SE OF
 PU2660'THE TAXIWAY ADJACENT TO THE TERMINAL BUILDING AND 144.1 FEET (43.9 M)
 PU2660'W OF THE FIFTH RUNWAY LIGHT SE OF THE TAXIWAY ADJACENT TO THE TERMINAL
 PU2660'BUILDING AND 129 FEET (39.3 M) W OF THE W EDGE OF RUNWAY 14-32.  THE
 PU2660'STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE POST
 PU2660'WHICH IS 6 INCHES BELOW THE GROUND SURFACE AND STAMPED ARP 1953.
 PU2660
 PU2660                          STATION RECOVERY (1992)
 PU2660
 PU2660'RECOVERED 1992
 PU2660'RECOVERED IN GOOD CONDITION.
 PU2660
 PU2660                          STATION RECOVERY (1996)
 PU2660
 PU2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2660'SEARCHED FOR NOT RECOVERED.
 PU2660
 PU2660                          STATION RECOVERY (2014)
 PU2660
 PU2660'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2014 (GF)
 PU2660'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1221 ***********************************************************************
 PT1221  SACS        -  This is a Secondary Airport Control Station.
 PT1221  DESIGNATION -  ARP
 PT1221  PID         -  PT1221
 PT1221  STATE/COUNTY-  SD/HUGHES
 PT1221  COUNTRY     -  US
 PT1221  USGS QUAD   -  PIERRE NE (2017)
 PT1221
 PT1221                         *CURRENT SURVEY CONTROL
 PT1221  ______________________________________________________________________
 PT1221* NAD 83(1996) POSITION- 44 22 53.28418(N) 100 17 02.31481(W)   ADJUSTED
 PT1221* NAD 83(1996) ELLIP HT-   499.781 (meters)        (06/15/04)   ADJUSTED
 PT1221* NAVD 88 ORTHO HEIGHT -   523.139 (meters)     1716.33  (feet) ADJUSTED
 PT1221  ______________________________________________________________________
 PT1221  GEOID HEIGHT    -        -23.433 (meters)                     GEOID18
 PT1221  NAD 83(1996) X  -   -815,205.863 (meters)                     COMP
 PT1221  NAD 83(1996) Y  - -4,492,930.272 (meters)                     COMP
 PT1221  NAD 83(1996) Z  -  4,438,833.706 (meters)                     COMP
 PT1221  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 PT1221  DYNAMIC HEIGHT  -        523.037 (meters)     1716.00  (feet) COMP
 PT1221  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 PT1221
 PT1221  HORZ ORDER      -  SECOND
 PT1221  VERT ORDER      -  FIRST     CLASS II
 PT1221  ELLP ORDER      -  FOURTH    CLASS I
 PT1221
 PT1221.This mark is at Pierre Airport (PIR)
 PT1221
 PT1221.The horizontal coordinates were established by GPS observations
 PT1221.and adjusted by the National Geodetic Survey in January 1998.
 PT1221
 PT1221.The orthometric height was determined by differential leveling and
 PT1221.adjusted by the NATIONAL GEODETIC SURVEY
 PT1221.in October 1997.
 PT1221
 PT1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1221.GEOID18 height accuracy estimate available here.
 PT1221
 PT1221.Click photographs - Photos may exist for this station.
 PT1221
 PT1221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1221
 PT1221.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1221
 PT1221.The ellipsoidal height was determined by GPS observations
 PT1221.and is referenced to NAD 83.
 PT1221
 PT1221.The dynamic height is computed by dividing the NAVD 88
 PT1221.geopotential number by the normal gravity value computed on the
 PT1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1221.degrees latitude (g = 980.6199 gals.).
 PT1221
 PT1221.The modeled gravity was interpolated from observed gravity values.
 PT1221
 PT1221. The following values were computed from the NAD 83(1996) position.
 PT1221
 PT1221;                    North         East     Units Scale Factor Converg.
 PT1221;SPC SD S     -   227,541.495   603,933.267   MT  0.99999563   +0 02 02.6
 PT1221;SPC SD S     -   746,525.72  1,981,404.39   sFT  0.99999563   +0 02 02.6
 PT1221;UTM  14      - 4,915,044.689   397,719.987   MT  0.99972865   -0 53 53.3
 PT1221
 PT1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1221!SPC SD S     -   0.99992164  x   0.99999563  =   0.99991727
 PT1221!UTM  14      -   0.99992164  x   0.99972865  =   0.99965031
 PT1221
 PT1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9771915044(NAD 83)
 PT1221
 PT1221                          SUPERSEDED SURVEY CONTROL
 PT1221
 PT1221  ELLIP H (01/23/98)  499.795  (m)                       GP(       ) 4 1
 PT1221  NAD 83(1986)-  44 22 53.27986(N)    100 17 02.31929(W) AD(       ) 2
 PT1221  NGVD 29             522.60   (m)         1714.6    (f) LEVELING    3  
 PT1221
 PT1221.Superseded values are not recommended for survey control.
 PT1221
 PT1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1221.See file dsdata.pdf to determine how the superseded data were derived.
 PT1221
 PT1221_MARKER: DT = TOPOGRAPHIC STATION DISK
 PT1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1221_STAMPING: ARP 1966
 PT1221_MARK LOGO: CGS
 PT1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1221+STABILITY: SURFACE MOTION
 PT1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1221+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 PT1221
 PT1221  HISTORY     - Date     Condition        Report By
 PT1221  HISTORY     - 1966     MONUMENTED       CGS
 PT1221  HISTORY     - 19911003 GOOD             NGS
 PT1221  HISTORY     - 19921012 GOOD
 PT1221  HISTORY     - 19950802 GOOD             NGS
 PT1221  HISTORY     - 19950925 GOOD             NGS
 PT1221
 PT1221                          STATION DESCRIPTION
 PT1221
 PT1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PT1221'STATION IS LOCATED ON THE PIERRE MUNICIPAL AIRPORT LOCATED 2.0 MI
 PT1221'(3.22 KM) NORTHEAST OF THE CITY OF PIERRE, SD.
 PT1221'FROM THE AIRPORT ACCESS GATE AT AIRPORT ROAD, PASS THROUGH GATE AND
 PT1221'CONTINUE EASTERLY FOR ABOUT 100 FT (30.48 M) TO A ROAD ON LEFT.  TURN
 PT1221'LEFT (NORTH) AND GO 0.1 MI (0.16 KM) TO THE RAMP PASSING TO THE LEFT
 PT1221'OF A SET OF METAL HANGARS.  TURN LEFT (WEST) ANAD GO 0.2 MI
 PT1221'(0.32 KM) TO A TAXIWAY.  TURN RIGHT ONTO TAXIWAY AND GO NORTHERLY FOR
 PT1221'0.05 MI (0.08 KM) TO RUNWAY 13-31. CROSS RUNWAY AND CONTINUE
 PT1221'NORTHERLY ON TAXIWAY FOR 0.05 MI (0.08 KM) TO A DIM TRACK ROAD ON
 PT1221'RIGHT. TURN RIGHT (EAST) AND GO 0.3 MI (0.48 KM) TO THE STATION ON
 PT1221'RIGHT.
 PT1221'IT IS 254 FT (77.42 M) SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 486
 PT1221'FT (148.13 M) SOUTH-SOUTHEAST OF A WINDSOCK AND 787 FT (239.88 M)
 PT1221'WEST OF THE CENTERLINE OF A CLOSED NORTH/SOUTH RUNWAY.
 PT1221
 PT1221                          STATION RECOVERY (1991)
 PT1221
 PT1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PT1221'THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED ARP 1966 AND
 PT1221'SET IN A CONCRETE POST FLUSH WITH THE GROUND, AT THE CENTER OF GRAVITY
 PT1221'OF THE RUNWAYS, 254 FEET (77.4 M) SOUTH OF THE CENTERLINE OF THE DIM
 PT1221'TRACK ROAD, 486 FEET (148.1 M) SOUTH-SOUTHEAST OF THE WIND SOCK, AND
 PT1221'787 FEET (239.9 M) WEST OF THE CENTERLINE OF THE OLD NORTH/SOUTH
 PT1221'RUNWAY (CLOSED) .
 PT1221
 PT1221                          STATION RECOVERY (1992)
 PT1221
 PT1221'RECOVERED 1992
 PT1221'RECOVERED IN GOOD CONDITION.
 PT1221
 PT1221                          STATION RECOVERY (1995)
 PT1221
 PT1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1221'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1221'IN PIERRE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG GARFIELD AVENUE,
 PT1221'THENCE 1.9 KM (1.20 MI) EASTERLY ALONG AIRPORT ROAD, THENCE 0.1 KM
 PT1221'(0.05 MI) EASTERLY ALONG REAGAN JONES ROAD, THENCE 0.1 KM (0.05 MI)
 PT1221'NORTHEASTERLY ACROSS AN APRON, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY
 PT1221'ALONG TAXIWAY C, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG A TRACK ROAD,
 PT1221'240.5 M (789.0 FT) WEST OF THE CENTER OF AN ABANDONED RUNWAY, 200.0 M
 PT1221'(656.2 FT) EAST-SOUTHEAST OF A WEATHER STATION, 152.6 M (500.7 FT)
 PT1221'SOUTH-SOUTHEAST OF A WINDSOCK, 76.8 M (252.0 FT) SOUTH OF THE ROAD
 PT1221'CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT
 PT1221'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 PT1221'OWNED BY THE PIERRE REGIONAL AIRPORT, P.O. BOX 1253, 222 EAST DAKOTA,
 PT1221'PIERRE, SD 57501-1253.  CONTACT ELDON LAFAVE TELEPHONE NUMBER (605)
 PT1221'773-7447.
 PT1221
 PT1221                          STATION RECOVERY (1995)
 PT1221
 PT1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PT1221'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHEAST OF PIERRE, AT THE
 PT1221'PIERRE MUNICIPAL AIRPORT AND IN THE GRASS AREA FORMED BY THE TWO
 PT1221'ACTIVE RUNWAYS AND THE CLOSED RUNWAY.  OWNERSHIP--CITY OF PIERRE, 4001
 PT1221'AIRPORT ROAD PIERRE, SD 57501.  AIRPORT MANAGER IS ELDON LAFAVE, PHONE
 PT1221'605-773-7447.  A KEY CARD FOR THE LOCKED GATE CAN BE OBTAINED AT THE
 PT1221'AIRPORT MAINTENANCE BUILDING.  TO REACH THE STATION FROM THE JUNCTION
 PT1221'OF U.S. HIGHWAYS 14/83 TRUCK ROUTE AND STATE HIGHWAY 34 EAST ON THE
 PT1221'SOUTHEAST SIDE OF PIERRE, GO NORTHERLY ON US HIGHWAYS 14/83 TRUCK
 PT1221'ROUTE FOR 1.7 MI (2.7 KM) TO A PAVED INTERSECTION.  TURN RIGHT AND GO
 PT1221'EAST, THEN SOUTHEAST FOLLOWING AIRPORT ROAD FOR 1.3 MI (2.1 KM) TO A
 PT1221'PAVED ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR
 PT1221'0.05 MI (0.08 KM) TO GATE NUMBER 5.  PASS THROUGH THE LOCKED GATE,
 PT1221'CONTINUE AHEAD AND GO NORTHEAST ON THE PAVED APRON FOR 0.05 MI (0.08
 PT1221'KM) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE APRON
 PT1221'EDGE/PARALLEL TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY RIGHT. TURN
 PT1221'RIGHT AND GO NORTHEAST ON THE CONNECTOR TAXIWAY (CROSSING RUNWAY
 PT1221'13/31) FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEADING TO THE
 PT1221'NORTH-NORTHEAST.  BEAR LEFT AND GO NORTH-NORTHEAST ON A CONNECTOR
 PT1221'TAXIWAY FOR 0.05 MI (0.08 KM) TO A TRACK ROAD RIGHT.  TURN RIGHT AND
 PT1221'GO EAST ON THE TRACK ROAD FOR 0.2 MI (0.3 KM) TO A WINDSOCK WITH
 PT1221'SEGMENTED CIRCLE ON THE LEFT.  CONTINUE AHEAD AND GO EAST ON THE TRACK
 PT1221'ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION
 PT1221'IS FLUSH WITH GROUND.  LOCATED 787 FT (239.9 M) WEST OF THE CENTER OF
 PT1221'A CLOSED NORTH/SOUTH RUNWAY, 486 FT (148.1 M) SOUTH-SOUTHEAST WINDSOCK
 PT1221'POLE, 254 FT (77.4 M) SOUTH OF THE APPROXIMATE CENTER OF THE TRACK
 PT1221'ROAD, 1.2 FT (0.4 M) WEST OF A WITNESS POST AND 1.2 FT (0.4 M) EAST OF
 PT1221'A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1203 ***********************************************************************
 PR1203  SACS        -  This is a Secondary Airport Control Station.
 PR1203  DESIGNATION -  ARP 2
 PR1203  PID         -  PR1203
 PR1203  STATE/COUNTY-  SD/BROOKINGS
 PR1203  COUNTRY     -  US
 PR1203  USGS QUAD   -  BROOKINGS (2017)
 PR1203
 PR1203                         *CURRENT SURVEY CONTROL
 PR1203  ______________________________________________________________________
 PR1203* NAD 83(2011) POSITION- 44 18 14.57932(N) 096 48 40.61751(W)   ADJUSTED
 PR1203* NAD 83(2011) ELLIP HT-   468.551 (meters)        (06/27/12)   ADJUSTED
 PR1203* NAD 83(2011) EPOCH   -  2010.00
 PR1203* NAVD 88 ORTHO HEIGHT -   493.94  (meters)     1620.5   (feet) LEVELING
 PR1203  ______________________________________________________________________
 PR1203  GEOID HEIGHT    -        -25.409 (meters)                     GEOID18
 PR1203  NAD 83(2011) X  -   -542,269.953 (meters)                     COMP
 PR1203  NAD 83(2011) Y  - -4,540,008.219 (meters)                     COMP
 PR1203  NAD 83(2011) Z  -  4,432,659.072 (meters)                     COMP
 PR1203  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 PR1203  VERT ORDER      -  THIRD ?
 PR1203
 PR1203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1203  Standards:
 PR1203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1203  -------------------------------------------------------------------
 PR1203  NETWORK    0.72   2.23           0.32   0.26   1.14     -0.11881065
 PR1203  -------------------------------------------------------------------
 PR1203  Click here for local accuracies and other accuracy information.
 PR1203
 PR1203.This mark is at Brookings Airport (BKX)
 PR1203
 PR1203.The horizontal coordinates were established by GPS observations
 PR1203.and adjusted by the National Geodetic Survey in June 2012.
 PR1203
 PR1203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1203.been affixed to the stable North American tectonic plate. See 
 PR1203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1203
 PR1203.The horizontal coordinates are valid at the epoch date displayed above
 PR1203.which is a decimal equivalence of Year/Month/Day.
 PR1203
 PR1203.The orthometric height was determined by differential leveling.
 PR1203.The vertical network tie was performed by a horz. field party for horz.
 PR1203.obs reductions. Reset procedures were used to establish the elevation.
 PR1203
 PR1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1203.GEOID18 height accuracy estimate available here.
 PR1203
 PR1203.Click photographs - Photos may exist for this station.
 PR1203
 PR1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1203
 PR1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1203
 PR1203.The ellipsoidal height was determined by GPS observations
 PR1203.and is referenced to NAD 83.
 PR1203
 PR1203. The following values were computed from the NAD 83(2011) position.
 PR1203
 PR1203;                    North         East     Units Scale Factor Converg.
 PR1203;SPC SD N     -    57,318.112   854,385.363   MT  1.00002348   +2 15 24.4
 PR1203;SPC SD N     -   188,051.17  2,803,095.98   sFT  1.00002348   +2 15 24.4
 PR1203;UTM  14      - 4,907,973.514   674,580.952   MT  0.99997484   +1 31 44.9
 PR1203
 PR1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1203!SPC SD N     -   0.99992654  x   1.00002348  =   0.99995002
 PR1203!UTM  14      -   0.99992654  x   0.99997484  =   0.99990138
 PR1203
 PR1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7458007973(NAD 83)
 PR1203
 PR1203                          SUPERSEDED SURVEY CONTROL
 PR1203
 PR1203  NAD 83(2007)-  44 18 14.57925(N)    096 48 40.61847(W) AD(2002.00) 0
 PR1203  ELLIP H (02/10/07)  468.582  (m)                       GP(2002.00)    
 PR1203  ELLIP H (03/16/99)  468.501  (m)                       GP(       ) 4 1
 PR1203  NAD 83(1996)-  44 18 14.57876(N)    096 48 40.61773(W) AD(       ) 1
 PR1203  ELLIP H (01/20/99)  468.611  (m)                       GP(       ) 4 1
 PR1203  NAD 83(1996)-  44 18 14.57811(N)    096 48 40.61894(W) AD(       ) 2
 PR1203  ELLIP H (01/23/98)  468.501  (m)                       GP(       ) 4 1
 PR1203  NAD 83(1986)-  44 18 14.57641(N)    096 48 40.59812(W) AD(       ) 2
 PR1203  NGVD 29             493.69   (m)         1619.7    (f) LEVELING    3  
 PR1203
 PR1203.Superseded values are not recommended for survey control.
 PR1203
 PR1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1203.See file dsdata.pdf to determine how the superseded data were derived.
 PR1203
 PR1203_MARKER: DT = TOPOGRAPHIC STATION DISK
 PR1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1203_STAMPING: ARP 2 1964
 PR1203_MARK LOGO: CGS
 PR1203_PROJECTION: FLUSH
 PR1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1203+STABILITY: SURFACE MOTION
 PR1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1203+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1998
 PR1203
 PR1203  HISTORY     - Date     Condition        Report By
 PR1203  HISTORY     - 1964     MONUMENTED       CGS
 PR1203  HISTORY     - 19921019 GOOD
 PR1203  HISTORY     - 19930615 GOOD             NGS
 PR1203  HISTORY     - 19940916 MARK NOT FOUND   NGS
 PR1203  HISTORY     - 19951019 GOOD             NGS
 PR1203  HISTORY     - 19981101 GOOD             NGS
 PR1203  HISTORY     - 20140924 MARK NOT FOUND   INDIV
 PR1203  HISTORY     - 20170922 MARK NOT FOUND   INDIV
 PR1203
 PR1203                          STATION DESCRIPTION
 PR1203
 PR1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PR1203'STATION IS LOCATED AT THE BROOKINGS MUNICIPAL AIRPORT IN BROOKINGS,
 PR1203'SD.  AIRPORT IS LOCATED AT THE WEST END OF BROOKINGS AT JUNCTION OF
 PR1203'WESTERN AVENUE AND SECOND ST SOUTH.
 PR1203'FROM THE TERMINAL BUILDING PROCEED 0.05 MI (0.08 KM) NORTHWEST ALONG
 PR1203'THE TAXIWAY PARALLEL TO RUNWAY 12/30 TO A TAXIWAY CONNECTING TO THE
 PR1203'RUNWAY AND STATION WEST OF TAXIWAY AND SOUTH OF PARALLEL TAXIWAY.
 PR1203'IT IS 257.1 FT (78.36 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, 122.0
 PR1203'FT (37.19 M) NORTHWEST OF THE SECOND RUNWAY LIGHT WEST FROM THE
 PR1203'TAXIWAY JUNCTION WITH THE RUNWAY, 89.0 FT (27.13 M) NORTHEAST OF THE
 PR1203'THIRD RUNWAY LIGHT FROM THE SAME TAXIWAY, AND 55.0 FT (16.76 M)
 PR1203'NORTHEAST OF THE NORTH EDGE OF RUNWAY 12-30.
 PR1203
 PR1203                          STATION RECOVERY (1992)
 PR1203
 PR1203'RECOVERED 1992
 PR1203'RECOVERED IN GOOD CONDITION.
 PR1203
 PR1203                          STATION RECOVERY (1993)
 PR1203
 PR1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 PR1203'THE STATION IS LOCATED ALONG THE NE EDGE OF RWY 12-30, 89.0 FEET (27.1
 PR1203'M) NE FROM THE THIRD TAXIWAY LIGHT W FROM THE TAXIWAY, 122.0 FT. (37.2
 PR1203'M) NW FROM THE SECOND RUNWAY LIGHT, 257.1 FEET (78.4 M) S OF THE
 PR1203'TAXIWAY, AND 55.0 FEET (16.8 M) NE OF THE N EDGE OF RUNWAY 12-30.  THE
 PR1203'STATION IS A STANDARD TOPO DISK STAMPED ARP 2 1964, SET IN THE TOP OF
 PR1203'A SQUARE CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 PR1203
 PR1203                          STATION RECOVERY (1994)
 PR1203
 PR1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1203'THERE HAS BEEN AIRPORT CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR1203'DESTROYED.
 PR1203
 PR1203                          STATION RECOVERY (1995)
 PR1203
 PR1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PR1203'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST-SOUTHEAST OF VOLGA,
 PR1203'1.0 MI (1.6 KM) SOUTHWEST OF BROOKINGS AND AT THE BROOKINGS MUNICIPAL
 PR1203'AIRPORT.  OWNERSHIP--CITY OF BROOKINGS, 307 2ND STREET SOUTHWEST,
 PR1203'BROOKINGS SD 57006.  AIRPORT MANAGER IS KEITH MILLER, PHONE (605)
 PR1203'692-9005.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 PR1203'HIGHWAY 29 AND U.S. HIGHWAY 14, ABOUT 2.0 MI (3.2 KM) EAST OF
 PR1203'BROOKINGS, GO WEST ON U.S. HIGHWAY 14 FOR 2.5 MI (4.0 KM) TO AN
 PR1203'INTERSECTION JUST BEFORE A CURVE RIGHT.  TURN LEFT AND GO SOUTH ON
 PR1203'WESTERN AVENUE FOR 0.45 MI (0.72 KM) TO A LOCKED GATE ON THE RIGHT ON
 PR1203'THE NORTHWEST SIDE OF THE TERMINAL BUILDING.  TURN RIGHT, PASS THROUGH
 PR1203'GATE AND GO SOUTHWEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 PR1203'PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHWEST ON THE PARALLEL TAXIWAY
 PR1203'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 PR1203'282.5 FT (86.1 M) SOUTHWEST OF THE PARALLEL TAXIWAY CENTER, 122.9 FT
 PR1203'(37.5 M) NORTH-NORTHWEST OF THE SECOND RUNWAY LIGHT (1) NORTHWEST OF
 PR1203'THE CONNECTOR TAXIWAY/RUNWAY JUNCTION, 90.2 FT (27.5 M) EAST-SOUTHEAST
 PR1203'OF THE THIRD RUNWAY LIGHT (2) AND 1.0 FT (0.3 M) SOUTHEAST OF A SHORT
 PR1203'WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 PR1203
 PR1203                          STATION RECOVERY (1998)
 PR1203
 PR1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALJ)
 PR1203'RECOVERED AS DESCRIBED.
 PR1203
 PR1203                          STATION RECOVERY (2014)
 PR1203
 PR1203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BKK)
 PR1203'MARK WAS DESTROYED BY NEW RUNWAY AND TAXIWAY CONSTRUCTION.
 PR1203
 PR1203                          STATION RECOVERY (2017)
 PR1203
 PR1203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (BK)
 PR1203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1897 ***********************************************************************
 PU1897  DESIGNATION -  ARPAN
 PU1897  PID         -  PU1897
 PU1897  STATE/COUNTY-  SD/BUTTE
 PU1897  COUNTRY     -  US
 PU1897  USGS QUAD   -  ARPAN (2017)
 PU1897
 PU1897                         *CURRENT SURVEY CONTROL
 PU1897  ______________________________________________________________________
 PU1897* NAD 83(1996) POSITION- 44 51 29.05830(N) 103 38 58.25039(W)   ADJUSTED
 PU1897* NAVD 88 ORTHO HEIGHT -   946.199 (meters)     3104.32  (feet) ADJUSTED
 PU1897  ______________________________________________________________________
 PU1897  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 PU1897  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 PU1897  DYNAMIC HEIGHT  -        945.963 (meters)     3103.55  (feet) COMP
 PU1897  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 PU1897
 PU1897  HORZ ORDER      -  THIRD
 PU1897  VERT ORDER      -  SECOND    CLASS 0
 PU1897
 PU1897.The horizontal coordinates were established by classical geodetic methods
 PU1897.and adjusted by the National Geodetic Survey in January 1998.
 PU1897
 PU1897.The orthometric height was determined by differential leveling and
 PU1897.adjusted by the NATIONAL GEODETIC SURVEY
 PU1897.in June 1991.
 PU1897
 PU1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1897.GEOID18 height accuracy estimate available here.
 PU1897
 PU1897.Click photographs - Photos may exist for this station.
 PU1897
 PU1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1897
 PU1897.The dynamic height is computed by dividing the NAVD 88
 PU1897.geopotential number by the normal gravity value computed on the
 PU1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1897.degrees latitude (g = 980.6199 gals.).
 PU1897
 PU1897.The modeled gravity was interpolated from observed gravity values.
 PU1897
 PU1897. The following values were computed from the NAD 83(1996) position.
 PU1897
 PU1897;                    North         East     Units Scale Factor Converg.
 PU1897;SPC SD N     -   120,371.524   311,651.479   MT  0.99994477   -2 34 58.4
 PU1897;SPC SD N     -   394,918.91  1,022,476.56   sFT  0.99994477   -2 34 58.4
 PU1897;UTM  13      - 4,968,071.231   606,701.467   MT  0.99974000   +0 57 09.6
 PU1897
 PU1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1897!SPC SD N     -   0.99985418  x   0.99994477  =   0.99979896
 PU1897!UTM  13      -   0.99985418  x   0.99974000  =   0.99959422
 PU1897
 PU1897:                Primary Azimuth Mark                     Grid Az
 PU1897:SPC SD N     -  ARPAN AZ MK                              205 48 55.4
 PU1897:UTM  13      -  ARPAN AZ MK                              202 16 47.4
 PU1897
 PU1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0670168071(NAD 83)
 PU1897
 PU1897|---------------------------------------------------------------------|
 PU1897| PID    Reference Object                     Distance      Geod. Az  |
 PU1897|                                                           dddmmss.s |
 PU1897| PU1898 ARPAN RM 1                           18.138 METERS 08600     |
 PU1897| PU1896 ARPAN AZ MK                                        2031357.0 |
 PU1897| PU1899 ARPAN RM 2                           14.067 METERS 35513     |
 PU1897|---------------------------------------------------------------------|
 PU1897
 PU1897                          SUPERSEDED SURVEY CONTROL
 PU1897
 PU1897  NAD 83(1993)-  44 51 29.05321(N)    103 38 58.24999(W) AD(       ) 3
 PU1897  NAD 83(1986)-  44 51 29.04768(N)    103 38 58.24582(W) AD(       ) 3
 PU1897  NAD 27      -  44 51 29.08860(N)    103 38 56.54320(W) AD(       ) 3
 PU1897  NGVD 29 (??/??/92)  945.720  (m)         3102.75   (f) ADJ UNCH    2 0
 PU1897  NGVD 29             945.72   (m)         3102.7    (f) LEVELING    3  
 PU1897
 PU1897.Superseded values are not recommended for survey control.
 PU1897
 PU1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1897.See file dsdata.pdf to determine how the superseded data were derived.
 PU1897
 PU1897_MARKER: DS = TRIANGULATION STATION DISK
 PU1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1897_STAMPING: ARPAN 1950
 PU1897_MARK LOGO: CGS
 PU1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1897+STABILITY: SURFACE MOTION
 PU1897
 PU1897  HISTORY     - Date     Condition        Report By
 PU1897  HISTORY     - 1950     MONUMENTED       CGS
 PU1897  HISTORY     - 1962     GOOD             CGS
 PU1897  HISTORY     - 1963     GOOD             CGS
 PU1897
 PU1897                          STATION DESCRIPTION
 PU1897
 PU1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1897'THE STATION IS LOCATED ABOUT 14 MILES NORTH-NORTHWEST OF
 PU1897'NISLAND, 26 FEET WEST OF THE CENTER OF A GRADED DIRT ROAD,
 PU1897'4.5 FEET NORTHEAST OF A WITNESS POST, AND 4 FEET EAST OF A WIRE
 PU1897'FENCE.
 PU1897'
 PU1897'TO REACH THE STATION FROM A POINT ON U.S. HIGHWAY NO. 212
 PU1897'JUST NORTH OF THE NISLAND MUNICIPAL WATER TANK IN NISLAND,
 PU1897'GO WESTERLY ON NO. 212 FOR 2.7 MILES.  THEN RIGHT, NORTH, ON
 PU1897'A GRAVELED ROAD FOR 5.9 MILES TO A SIDE ROAD ON THE LEFT.  THEN
 PU1897'LEFT, WESTERLY, ON A GRADED DIRT ROAD FOR 2.0 MILES.  THEN
 PU1897'RIGHT, NORTH, ON A GRADED DIRT ROAD FOR 6.8 MILES TO THE
 PU1897'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHERLY
 PU1897'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PU1897'
 PU1897'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU1897'ARPAN 1950.
 PU1897'
 PU1897'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTER OF THE
 PU1897'GRADED DIRT ROAD, AND 1.5 FEET WEST OF A WIRE FENCE.  IT
 PU1897'PROJECTS 8 INCHES, AND THE DISK IS STAMPED ARPAN NO 1 1950.
 PU1897'
 PU1897'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTER OF THE
 PU1897'GRADED DIRT ROAD, AND 1 FOOT EAST OF A WITNESS POST.  IT
 PU1897'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ARPAN NO 2 1950.
 PU1897'
 PU1897'THE AZIMUTH MARK IS 34 FEET NORTHWEST OF THE CENTER OF THE
 PU1897'GRADED DIRT ROAD, AND 3 FEET EAST OF A WITNESS POST.  IT
 PU1897'PROJECTS 6 INCHES, AND THE DISK IS STAMPED ARPAN 1950.
 PU1897'
 PU1897'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU1897'CYLINDERS.
 PU1897
 PU1897                          STATION RECOVERY (1962)
 PU1897
 PU1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1897'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 PU1897'TO THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE
 PU1897'MARK NO. 2 WAS VERIFIED BUT THE DISTANCE TO REFERENCE MARK
 PU1897'NO. 1 MISSED THE 1950 DISTANCE BY 0.010 METER.  THE DIRECTION
 PU1897'TO THE AZIMUTH MARK MISSED THE 1950 DIRECTION BY 5.2 SECONDS.
 PU1897'
 PU1897'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 PU1897'
 PU1897'THE STATION IS AT THE SUMMIT OF A ROD PASS OVER A PROMINENT
 PU1897'RISE, 16-1/2 MILES NORTHEAST OF BELLE FOURCHE, 8-1/2 MILES
 PU1897'EAST OF MUD BUTTES, IN THE EAST SIDE OF SECTION 5, T 4 E, T 11 N,
 PU1897'AND ON THE WEST RIGHT-OF-WAY OF A GRAVEL ROAD.
 PU1897'
 PU1897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 PU1897'AND 212, 0.7 MILE NORTH OF THE CENTER OF BELLE FOURCHE, GO
 PU1897'NORTH ON HIGHWAY 85 FOR 10.75 MILES TO A BRIDGE OVER OWL CREEK.
 PU1897'CONTINUE NORTH ON HIGHWAY 85 FOR 2.95 MILES TO A SIDE ROAD
 PU1897'ON THE RIGHT, AT THE CREST OF A RIDGE.  TURN RIGHT AND GO EAST
 PU1897'ON A GRAVEL ROAD FOR 7.9 MILES TO A T-INTERSECTION.  TURN
 PU1897'RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.55 MILE TO THE
 PU1897'CREST OF A RIDGE AND THE STATION ON THE RIGHT.
 PU1897'
 PU1897'THE STATION MARK IS A STANDARD DISK STAMPED ARPAN 1950, SET
 PU1897'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 36
 PU1897'FEET SOUTH OF THE CENTER OF A WIRE GATE AND TRACK ROAD, 29
 PU1897'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 6 FEET SOUTHEAST
 PU1897'OF A METAL WITNESS POST, 5 FEET NORTHEAST OF A WOODEN WITNESS
 PU1897'POST AND 5 FEET EAST OF A FENCE.  THE UNDERGROUND DISK WAS
 PU1897'NOT INSPECTED.
 PU1897'
 PU1897'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARPAN NO 1 1950,
 PU1897'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 PU1897'IT IS 30.5 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 24.5
 PU1897'FEET NORTH OF THE CENTER OF A WIRE GATE AND TRACK ROAD, 6.5
 PU1897'FEET NORTH OF A POWER POLE AND 1.5 FEET WEST OF A FENCE.
 PU1897'
 PU1897'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ARPAN NO 2 1950,
 PU1897'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 PU1897'IT IS 32.5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 11 FEET
 PU1897'NORTH OF THE CENTER OF THE WIRE GATE AND TRACK ROAD AND 1.5
 PU1897'FEET EAST OF THE FENCE.
 PU1897'
 PU1897'AZIMUTH MARK, A STANDARD DISK STAMPED ARPAN 1950, IS SET IN
 PU1897'A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 33.5
 PU1897'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 3.3 FEET NORTHEAST OF
 PU1897'A METAL WITNESS POST AND 2.8 FEET EAST OF A WOODEN WITNESS POST.
 PU1897'
 PU1897'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 PU1897'ON THE GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 PU1897'RIGHT.
 PU1897'
 PU1897'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU1897
 PU1897                          STATION RECOVERY (1963)
 PU1897
 PU1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1897'18.6 MI NW FROM NISLAND.
 PU1897'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1897'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1897'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1897'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1897'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1897'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1897'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1897'COUNTY ROAD, THENCE 6.7 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1897'AT THE CREST OF A HILL, 30 FEET WEST OF THE CENTERLINE OF THE
 PU1897'ROAD, 59.0 FEET WEST ACROSS THE ROAD FROM R.M. 1, 46.0 FEET SOUTH
 PU1897'OF R.M. 2, 27 FEET SOUTHEAST OF THE SOUTH END OF A WIRE GATE,
 PU1897'6.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1897'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1896 ***********************************************************************
 PU1896  DESIGNATION -  ARPAN AZ MK
 PU1896  PID         -  PU1896
 PU1896  STATE/COUNTY-  SD/BUTTE
 PU1896  COUNTRY     -  US
 PU1896  USGS QUAD   -  ARPAN (2017)
 PU1896
 PU1896                         *CURRENT SURVEY CONTROL
 PU1896  ______________________________________________________________________
 PU1896* NAD 83(1986) POSITION- 44 51 11.     (N) 103 39 09.     (W)   SCALED
 PU1896* NAVD 88 ORTHO HEIGHT -   926.617 (meters)     3040.08  (feet) ADJUSTED
 PU1896  ______________________________________________________________________
 PU1896  GEOID HEIGHT    -        -16.010 (meters)                     GEOID18
 PU1896  DYNAMIC HEIGHT  -        926.386 (meters)     3039.32  (feet) COMP
 PU1896  MODELED GRAVITY -    980,335.5   (mgal)                       NAVD 88
 PU1896
 PU1896  VERT ORDER      -  SECOND    CLASS 0
 PU1896
 PU1896.The horizontal coordinates were scaled from a map and have
 PU1896.an estimated accuracy of +/- 6 seconds.
 PU1896
 PU1896.The orthometric height was determined by differential leveling and
 PU1896.adjusted by the NATIONAL GEODETIC SURVEY
 PU1896.in June 1991.
 PU1896
 PU1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1896.GEOID18 height accuracy estimate available here.
 PU1896
 PU1896.Click photographs - Photos may exist for this station.
 PU1896
 PU1896.The dynamic height is computed by dividing the NAVD 88
 PU1896.geopotential number by the normal gravity value computed on the
 PU1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1896.degrees latitude (g = 980.6199 gals.).
 PU1896
 PU1896.The modeled gravity was interpolated from observed gravity values.
 PU1896
 PU1896;                    North         East    Units  Estimated Accuracy
 PU1896;SPC SD N     -   119,830.      311,390.      MT  (+/- 180 meters Scaled)
 PU1896
 PU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK064675(NAD 83)
 PU1896
 PU1896                          SUPERSEDED SURVEY CONTROL
 PU1896
 PU1896  NGVD 29 (??/??/92)  926.137  (m)         3038.50   (f) ADJ UNCH    2 0
 PU1896
 PU1896.Superseded values are not recommended for survey control.
 PU1896
 PU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1896.See file dsdata.pdf to determine how the superseded data were derived.
 PU1896
 PU1896_MARKER: DZ = AZIMUTH MARK DISK
 PU1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1896_STAMPING: ARPAN 1950
 PU1896_MARK LOGO: CGS
 PU1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1896+STABILITY: SURFACE MOTION
 PU1896
 PU1896  HISTORY     - Date     Condition        Report By
 PU1896  HISTORY     - 1950     MONUMENTED       CGS
 PU1896  HISTORY     - 1963     GOOD             CGS
 PU1896
 PU1896                          STATION DESCRIPTION
 PU1896
 PU1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1896'18.2 MI NW FROM NISLAND.
 PU1896'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1896'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1896'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1896'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1896'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1896'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1896'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1896'COUNTY ROAD, THENCE 6.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1896'34 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET NORTHEAST
 PU1896'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1896'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1898 ***********************************************************************
 PU1898  DESIGNATION -  ARPAN RM 1
 PU1898  PID         -  PU1898
 PU1898  STATE/COUNTY-  SD/BUTTE
 PU1898  COUNTRY     -  US
 PU1898  USGS QUAD   -  ARPAN (2017)
 PU1898
 PU1898                         *CURRENT SURVEY CONTROL
 PU1898  ______________________________________________________________________
 PU1898* NAD 83(1986) POSITION- 44 51 29.10   (N) 103 38 57.43   (W)   HD_HELD1
 PU1898* NAVD 88 ORTHO HEIGHT -   946.479 (meters)     3105.24  (feet) ADJUSTED
 PU1898  ______________________________________________________________________
 PU1898  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 PU1898  DYNAMIC HEIGHT  -        946.243 (meters)     3104.47  (feet) COMP
 PU1898  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 PU1898
 PU1898  VERT ORDER      -  SECOND    CLASS 0
 PU1898
 PU1898.The horizontal coordinates were determined by differentially corrected
 PU1898.hand held GPS observations or other comparable positioning techniques
 PU1898.and have an estimated accuracy of +/- 3 meters.
 PU1898
 PU1898.The orthometric height was determined by differential leveling and
 PU1898.adjusted by the NATIONAL GEODETIC SURVEY
 PU1898.in June 1991.
 PU1898
 PU1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1898.GEOID18 height accuracy estimate available here.
 PU1898
 PU1898.Click photographs - Photos may exist for this station.
 PU1898
 PU1898.The dynamic height is computed by dividing the NAVD 88
 PU1898.geopotential number by the normal gravity value computed on the
 PU1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1898.degrees latitude (g = 980.6199 gals.).
 PU1898
 PU1898.The modeled gravity was interpolated from observed gravity values.
 PU1898
 PU1898;                    North         East    Units  Estimated Accuracy
 PU1898;SPC SD N     -   120,372.0     311,669.5     MT  (+/- 3 meters HH1 GPS) 
 PU1898
 PU1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0671968072(NAD 83)
 PU1898
 PU1898                          SUPERSEDED SURVEY CONTROL
 PU1898
 PU1898  NGVD 29 (??/??/92)  946.000  (m)         3103.67   (f) ADJ UNCH    2 0
 PU1898
 PU1898.Superseded values are not recommended for survey control.
 PU1898
 PU1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1898.See file dsdata.pdf to determine how the superseded data were derived.
 PU1898
 PU1898_MARKER: DR = REFERENCE MARK DISK
 PU1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1898_STAMPING: ARPAN NO 1 1950
 PU1898_MARK LOGO: CGS
 PU1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1898+STABILITY: SURFACE MOTION
 PU1898
 PU1898  HISTORY     - Date     Condition        Report By
 PU1898  HISTORY     - 1950     MONUMENTED       CGS
 PU1898  HISTORY     - 1963     GOOD             CGS
 PU1898
 PU1898                          STATION DESCRIPTION
 PU1898
 PU1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1898'18.6 MI NW FROM NISLAND.
 PU1898'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1898'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1898'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1898'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1898'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1898'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1898'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1898'COUNTY ROAD, THENCE 6.7 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1898'32 FEET EAST OF THE CENTERLINE OF THE ROAD, 76.0 FEET SOUTHEAST
 PU1898'ACROSS THE ROAD FROM R.M. 2, 59.0 FEET EAST ACROSS THE ROAD FROM
 PU1898'THE STATION MARK, 13 FEET NORTH OF THE NORTH END OF A WIRE GATE,
 PU1898'6.5 FEET NORTHWEST ACROSS A FENCE FROM A POWER POLE, 1.5 FEET
 PU1898'WEST OF A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE ROAD, AND SET
 PU1898'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1899 ***********************************************************************
 PU1899  DESIGNATION -  ARPAN RM 2
 PU1899  PID         -  PU1899
 PU1899  STATE/COUNTY-  SD/BUTTE
 PU1899  COUNTRY     -  US
 PU1899  USGS QUAD   -  ARPAN (2017)
 PU1899
 PU1899                         *CURRENT SURVEY CONTROL
 PU1899  ______________________________________________________________________
 PU1899* NAD 83(1986) POSITION- 44 51 29.51   (N) 103 38 58.30   (W)   HD_HELD1
 PU1899* NAVD 88 ORTHO HEIGHT -   945.821 (meters)     3103.08  (feet) ADJUSTED
 PU1899  ______________________________________________________________________
 PU1899  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 PU1899  DYNAMIC HEIGHT  -        945.585 (meters)     3102.31  (feet) COMP
 PU1899  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 PU1899
 PU1899  VERT ORDER      -  SECOND    CLASS 0
 PU1899
 PU1899.The horizontal coordinates were determined by differentially corrected
 PU1899.hand held GPS observations or other comparable positioning techniques
 PU1899.and have an estimated accuracy of +/- 3 meters.
 PU1899
 PU1899.The orthometric height was determined by differential leveling and
 PU1899.adjusted by the NATIONAL GEODETIC SURVEY
 PU1899.in June 1991.
 PU1899
 PU1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1899.GEOID18 height accuracy estimate available here.
 PU1899
 PU1899.Click photographs - Photos may exist for this station.
 PU1899
 PU1899.The dynamic height is computed by dividing the NAVD 88
 PU1899.geopotential number by the normal gravity value computed on the
 PU1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1899.degrees latitude (g = 980.6199 gals.).
 PU1899
 PU1899.The modeled gravity was interpolated from observed gravity values.
 PU1899
 PU1899;                    North         East    Units  Estimated Accuracy
 PU1899;SPC SD N     -   120,385.5     311,651.0     MT  (+/- 3 meters HH1 GPS) 
 PU1899
 PU1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0670068085(NAD 83)
 PU1899
 PU1899                          SUPERSEDED SURVEY CONTROL
 PU1899
 PU1899  NGVD 29 (??/??/92)  945.342  (m)         3101.51   (f) ADJ UNCH    2 0
 PU1899
 PU1899.Superseded values are not recommended for survey control.
 PU1899
 PU1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1899.See file dsdata.pdf to determine how the superseded data were derived.
 PU1899
 PU1899_MARKER: DR = REFERENCE MARK DISK
 PU1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1899_STAMPING: ARPAN NO 2 1950
 PU1899_MARK LOGO: CGS
 PU1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1899+STABILITY: SURFACE MOTION
 PU1899
 PU1899  HISTORY     - Date     Condition        Report By
 PU1899  HISTORY     - 1950     MONUMENTED       CGS
 PU1899  HISTORY     - 1963     GOOD             CGS
 PU1899
 PU1899                          STATION DESCRIPTION
 PU1899
 PU1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1899'18.6 MI NW FROM NISLAND.
 PU1899'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1899'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1899'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1899'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1899'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1899'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1899'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1899'COUNTY ROAD, THENCE 6.7 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1899'33 FEET WEST OF THE CENTERLINE OF THE ROAD, 76.0 FEET NORTHWEST
 PU1899'ACROSS THE ROAD FROM R.M. 1, 46.0 FEET NORTH OF THE STATION MARK,
 PU1899'1.6 FEET EAST OF THE NORTH END OF A WIRE GATE, ABOUT LEVEL WITH
 PU1899'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PU1899'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0409 ***********************************************************************
 QT0409  DESIGNATION -  ARROW
 QT0409  PID         -  QT0409
 QT0409  STATE/COUNTY-  SD/PERKINS
 QT0409  COUNTRY     -  US
 QT0409  USGS QUAD   -  FAITH NE (2017)
 QT0409
 QT0409                         *CURRENT SURVEY CONTROL
 QT0409  ______________________________________________________________________
 QT0409* NAD 83(1996) POSITION- 45 09 04.19634(N) 102 03 36.55272(W)   ADJUSTED
 QT0409* NAVD 88 ORTHO HEIGHT -   811.2   (meters)     2661.    (feet) VERTCON3
 QT0409  ______________________________________________________________________
 QT0409  GEOID HEIGHT    -        -19.267 (meters)                     GEOID18
 QT0409  LAPLACE CORR    -         -6.36  (seconds)                    DEFLEC18
 QT0409  HORZ ORDER      -  FIRST
 QT0409
 QT0409.The horizontal coordinates were established by classical geodetic methods
 QT0409.and adjusted by the National Geodetic Survey in January 1998.
 QT0409
 QT0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0409
 QT0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0409.GEOID18 height accuracy estimate available here.
 QT0409
 QT0409.Click photographs - Photos may exist for this station.
 QT0409
 QT0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0409
 QT0409. The following values were computed from the NAD 83(1996) position.
 QT0409
 QT0409;                    North         East     Units Scale Factor Converg.
 QT0409;SPC SD N     -   148,502.314   438,018.209   MT  0.99994063   -1 27 29.0
 QT0409;SPC SD N     -   487,211.34  1,437,064.74   sFT  0.99994063   -1 27 29.0
 QT0409;UTM  13      - 5,003,948.351   731,094.390   MT  1.00025670   +2 05 06.7
 QT0409;UTM  14      - 5,004,299.733   259,448.595   MT  1.00031156   -2 10 14.1
 QT0409
 QT0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0409!SPC SD N     -   0.99987585  x   0.99994063  =   0.99981648
 QT0409!UTM  13      -   0.99987585  x   1.00025670  =   1.00013251
 QT0409!UTM  14      -   0.99987585  x   1.00031156  =   1.00018737
 QT0409
 QT0409:                Primary Azimuth Mark                     Grid Az
 QT0409:SPC SD N     -  ARROW AZ MK                              127 13 41.5
 QT0409:UTM  13      -  ARROW AZ MK                              123 41 05.8
 QT0409:UTM  14      -  ARROW AZ MK                              127 56 26.6
 QT0409
 QT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL3109403948(NAD 83)
 QT0409
 QT0409|---------------------------------------------------------------------|
 QT0409| PID    Reference Object                     Distance      Geod. Az  |
 QT0409|                                                           dddmmss.s |
 QT0409| CQ6964 ARROW RM 1                           21.141 METERS 01623     |
 QT0409| CQ6965 ARROW RM 2                            9.270 METERS 08958     |
 QT0409| CQ6963 ARROW AZ MK                                        1254612.5 |
 QT0409| QT0412 FAITH MUNICIPAL TANK                APPROX.14.4 KM 1734921.2 |
 QT0409|---------------------------------------------------------------------|
 QT0409
 QT0409                          SUPERSEDED SURVEY CONTROL
 QT0409
 QT0409  NAD 83(1986)-  45 09 04.18806(N)    102 03 36.55179(W) AD(       ) 1
 QT0409  NAD 27      -  45 09 04.26000(N)    102 03 34.98800(W) AD(       ) 1
 QT0409  NGVD 29 (07/19/86)  810.8    (m)         2660.     (f) VERT ANG       
 QT0409
 QT0409.Superseded values are not recommended for survey control.
 QT0409
 QT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0409.See file dsdata.pdf to determine how the superseded data were derived.
 QT0409
 QT0409_MARKER: DS = TRIANGULATION STATION DISK
 QT0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0409_STAMPING: ARROW 1938
 QT0409_MARK LOGO: CGS
 QT0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0409+STABILITY: SURFACE MOTION
 QT0409
 QT0409  HISTORY     - Date     Condition        Report By
 QT0409  HISTORY     - 1938     MONUMENTED       CGS
 QT0409  HISTORY     - 1951     GOOD             CGS
 QT0409
 QT0409                          STATION DESCRIPTION
 QT0409
 QT0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0409'STATION ARROW IS LOCATED IN NORTHWESTERN SOUTH DAKOTA.  IN THE
 QT0409'SOUTHEASTERN PART OF PERKINS COUNTY.  IT IS ABOUT 8 MILES
 QT0409'AIRLINE N OF FAITH, ABOUT 22 MILES AIRLINE S OF COAL SPRINGS.
 QT0409'AND ABOUT 13 MILES AIRLINE NE OF EDSON.  THE STATION IS ON A
 QT0409'PROMINENT RANGE OF HILLS, KNOWN AS THE ARROW HEAD HILLS, IN THE
 QT0409'NE 1/4 OF SEC. 29, TWP. 14 N, R 17 E.
 QT0409'
 QT0409'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0409'BRONZE DISKS SET IN CONCRETE.
 QT0409'
 QT0409'THE STATION IS REACHED FROM THE JOYCE HOTEL IN FAITH, BY GOING
 QT0409'N 7.9 MILES TO A DIM ROAD TURNING W.  FOLLOW THIS ROAD IN A
 QT0409'NORTHWESTERLY DIRECTION FOR 0.5 MILE THEN TURN LEFT OFF THIS
 QT0409'ROAD ON ANOTHER DIM ROAD 0.1 MILE TO THE AZIMUTH MARK.  THE
 QT0409'AZIMUTH MARK IS 15 FEET S OF THE ROAD.  THEN CONTINUE NW TO THE
 QT0409'HIGHEST POINT OF THE HILLS 0.8 MILE TO THE STATION.
 QT0409
 QT0409                          STATION RECOVERY (1951)
 QT0409
 QT0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0409'STATION RECOVERED AND MARKS FOUND TO BE IN GOOD CONDITION.
 QT0409'THE 1938 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 QT0409'
 QT0409'STATION MARK PROJECTS ABOUT 7 INCHES, AND THE DISK IS STAMPED
 QT0409'ARROW 1938.
 QT0409'
 QT0409'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES, AND THE DISK
 QT0409'IS STAMPED ARROW NO 1 1938.
 QT0409'
 QT0409'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES, AND THE DISK
 QT0409'IS STAMPED ARROW NO 2 1938.
 QT0409'
 QT0409'AZIMUTH MARK IS 15 FEET SOUTHWEST OF THE CENTER OF A TRACK
 QT0409'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED
 QT0409'ARROW 1938.
 QT0409'
 QT0409'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 QT0409'CONCRETE POSTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0915 ***********************************************************************
 QS0915  DESIGNATION -  ARROWHEAD
 QS0915  PID         -  QS0915
 QS0915  STATE/COUNTY-  SD/ZIEBACH
 QS0915  COUNTRY     -  US
 QS0915  USGS QUAD   -  RED ELM SW (2017)
 QS0915
 QS0915                         *CURRENT SURVEY CONTROL
 QS0915  ______________________________________________________________________
 QS0915* NAD 83(1996) POSITION- 45 01 41.04689(N) 101 53 48.05026(W)   ADJUSTED
 QS0915* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 QS0915  ______________________________________________________________________
 QS0915  GEOID HEIGHT    -        -19.785 (meters)                     GEOID18
 QS0915  LAPLACE CORR    -         -6.09  (seconds)                    DEFLEC18
 QS0915  HORZ ORDER      -  THIRD
 QS0915
 QS0915.The horizontal coordinates were established by classical geodetic methods
 QS0915.and adjusted by the National Geodetic Survey in January 1998.
 QS0915
 QS0915.The orthometric height was scaled from a topographic map.
 QS0915
 QS0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0915.GEOID18 height accuracy estimate available here.
 QS0915
 QS0915.Click photographs - Photos may exist for this station.
 QS0915
 QS0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0915
 QS0915. The following values were computed from the NAD 83(1996) position.
 QS0915
 QS0915;                    North         East     Units Scale Factor Converg.
 QS0915;SPC SD N     -   134,512.572   450,548.531   MT  0.99993919   -1 20 32.5
 QS0915;SPC SD N     -   441,313.33  1,478,174.64   sFT  0.99993919   -1 20 32.5
 QS0915;UTM  14      - 4,990,151.014   271,808.722   MT  1.00024032   -2 03 00.5
 QS0915
 QS0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0915!SPC SD N     -   0.99988122  x   0.99993919  =   0.99982042
 QS0915!UTM  14      -   0.99988122  x   1.00024032  =   1.00012151
 QS0915
 QS0915:                Primary Azimuth Mark                     Grid Az
 QS0915:SPC SD N     -  M 123                                    001 47 28.4
 QS0915:UTM  14      -  M 123                                    002 29 56.4
 QS0915
 QS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7180890151(NAD 83)
 QS0915
 QS0915|---------------------------------------------------------------------|
 QS0915| PID    Reference Object                     Distance      Geod. Az  |
 QS0915|                                                           dddmmss.s |
 QS0915| QS0524 M 123                                              0002655.9 |
 QS0915| CQ6966 ARROWHEAD RM 1                       12.854 METERS 17043     |
 QS0915| CQ6967 ARROWHEAD RM 2                       18.280 METERS 25911     |
 QS0915|---------------------------------------------------------------------|
 QS0915
 QS0915                          SUPERSEDED SURVEY CONTROL
 QS0915
 QS0915  NAD 83(1986)-  45 01 41.03878(N)    101 53 48.04972(W) AD(       ) 3
 QS0915  NAD 27      -  45 01 41.10100(N)    101 53 46.47700(W) AD(       ) 3
 QS0915
 QS0915.Superseded values are not recommended for survey control.
 QS0915
 QS0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0915.See file dsdata.pdf to determine how the superseded data were derived.
 QS0915
 QS0915_MARKER: DS = TRIANGULATION STATION DISK
 QS0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0915_STAMPING: ARROWHEAD 1950
 QS0915_MARK LOGO: CGS
 QS0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0915+STABILITY: SURFACE MOTION
 QS0915
 QS0915  HISTORY     - Date     Condition        Report By
 QS0915  HISTORY     - 1950     MONUMENTED       CGS
 QS0915
 QS0915                          STATION DESCRIPTION
 QS0915
 QS0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QS0915'STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 7 MILES EAST OF
 QS0915'FAITH, 0.25 MILE SOUTH OF U.S. HIGHWAY 212, 32 FEET EAST OF THE
 QS0915'CENTER OF A DIRT ROAD, 9 FEET SOUTHWEST OF A WITNESS POST,
 QS0915'AND 7 FEET WEST OF A WIRE FENCE.
 QS0915'
 QS0915'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 212 AND THE
 QS0915'MAIN STREET IN FAITH, GO EAST ON U.S. HIGHWAY 212 FOR 7.4 MILES
 QS0915'TO A CROSSROAD AND AZIMUTH MARK ON RIGHT.  TURN RIGHT AND
 QS0915'GO SOUTH ON DIRT ROAD FOR 0.25 MILE TO STATION ON LEFT.
 QS0915'
 QS0915'STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED ARROWHEAD
 QS0915'1950.
 QS0915'
 QS0915'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A WIRE FENCE.  THE
 QS0915'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED ARROWHEAD NO
 QS0915'1 1950.
 QS0915'
 QS0915'REFERENCE MARK NO. 2 IS 27 FEET WEST OF CENTER OF DIRT ROAD.
 QS0915'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED ARROWHEAD
 QS0915'NO 2 1950.
 QS0915'
 QS0915'BENCH MARK M 123 IS 130 FEET SOUTH OF CENTER OF U.S. HIGHWAY
 QS0915'212, 50 FEET EAST OF CENTER OF DIRT ROAD, 42 FEET NORTH OF THE
 QS0915'NORTH RAIL OF RAILROAD TRACK, AND 1 FOOT WEST OF A WITNESS
 QS0915'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 QS0915'M 123 1934.
 QS0915'
 QS0915'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 QS0915'OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK M 123 IS A STANDARD
 QS0915'BENCH MARK DISK SET IN THE TOP OF A 6 X 6-INCH CONCRETE POST.
 QS0915'
 QS0915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0086 ***********************************************************************
 PT0086  DESIGNATION -  ARTICHOKE
 PT0086  PID         -  PT0086
 PT0086  STATE/COUNTY-  SD/SULLY
 PT0086  COUNTRY     -  US
 PT0086  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0086
 PT0086                         *CURRENT SURVEY CONTROL
 PT0086  ______________________________________________________________________
 PT0086* NAD 83(1996) POSITION- 44 50 30.57455(N) 100 21 20.75647(W)   ADJUSTED
 PT0086* NAVD 88 ORTHO HEIGHT -   618.642 (meters)     2029.66  (feet) ADJUSTED
 PT0086  ______________________________________________________________________
 PT0086  GEOID HEIGHT    -        -22.621 (meters)                     GEOID18
 PT0086  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 PT0086  DYNAMIC HEIGHT  -        618.539 (meters)     2029.32  (feet) COMP
 PT0086  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 PT0086
 PT0086  HORZ ORDER      -  SECOND
 PT0086  VERT ORDER      -  SECOND    CLASS 0
 PT0086
 PT0086.The horizontal coordinates were established by classical geodetic methods
 PT0086.and adjusted by the National Geodetic Survey in January 1998.
 PT0086
 PT0086.The orthometric height was determined by differential leveling and
 PT0086.adjusted by the NATIONAL GEODETIC SURVEY
 PT0086.in June 1991.
 PT0086
 PT0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0086.GEOID18 height accuracy estimate available here.
 PT0086
 PT0086.Click photographs - Photos may exist for this station.
 PT0086
 PT0086.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0086
 PT0086.The dynamic height is computed by dividing the NAVD 88
 PT0086.geopotential number by the normal gravity value computed on the
 PT0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0086.degrees latitude (g = 980.6199 gals.).
 PT0086
 PT0086.The modeled gravity was interpolated from observed gravity values.
 PT0086
 PT0086. The following values were computed from the NAD 83(1996) position.
 PT0086
 PT0086;                    North         East     Units Scale Factor Converg.
 PT0086;SPC SD N     -   112,127.589   571,873.547   MT  0.99994576   -0 15 06.4
 PT0086;SPC SD N     -   367,871.93  1,876,221.80   sFT  0.99994576   -0 15 06.4
 PT0086;UTM  14      - 4,966,273.558   392,851.266   MT  0.99974118   -0 57 22.0
 PT0086
 PT0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0086!SPC SD N     -   0.99990656  x   0.99994576  =   0.99985232
 PT0086!UTM  14      -   0.99990656  x   0.99974118  =   0.99964776
 PT0086
 PT0086:                Primary Azimuth Mark                     Grid Az
 PT0086:SPC SD N     -  ARTICHOKE AZ MK                          118 57 53.7
 PT0086:UTM  14      -  ARTICHOKE AZ MK                          119 40 09.3
 PT0086
 PT0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9285166273(NAD 83)
 PT0086
 PT0086|---------------------------------------------------------------------|
 PT0086| PID    Reference Object                     Distance      Geod. Az  |
 PT0086|                                                           dddmmss.s |
 PT0086| PT0087 ARTICHOKE RM 1                        7.710 METERS 02826     |
 PT0086| PT0970 AGAR MUNICIPAL TANK                 APPROX.22.3 KM 0904129.1 |
 PT0086| PT0084 ARTICHOKE AZ MK                                    1184247.3 |
 PT0086| PT0978 ONIDA MUNICIPAL TANK                APPROX.27.2 KM 1224707.1 |
 PT0086| PT0085 ARTICHOKE RM 2                        7.661 METERS 17553     |
 PT0086|---------------------------------------------------------------------|
 PT0086
 PT0086                          SUPERSEDED SURVEY CONTROL
 PT0086
 PT0086  NAD 83(1986)-  44 50 30.56823(N)    100 21 20.75928(W) AD(       ) 2
 PT0086  NAD 27      -  44 50 30.63300(N)    100 21 19.27700(W) AD(       ) 2
 PT0086  MORC        -  44 50 27.93000(N)    100 21 19.01000(W) AD(       ) 3
 PT0086  NGVD 29 (??/??/92)  618.268  (m)         2028.43   (f) ADJ UNCH    2 0
 PT0086  NGVD 29             618.29   (m)         2028.5    (f) LEVELING    3  
 PT0086
 PT0086.Superseded values are not recommended for survey control.
 PT0086
 PT0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0086.See file dsdata.pdf to determine how the superseded data were derived.
 PT0086
 PT0086_MARKER: P = PIPE CAP
 PT0086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0086_MARK LOGO: MORC
 PT0086_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0086
 PT0086  HISTORY     - Date     Condition        Report By
 PT0086  HISTORY     - 1889     MONUMENTED       MORC
 PT0086  HISTORY     - 1946     GOOD             CGS
 PT0086
 PT0086                          STATION DESCRIPTION
 PT0086
 PT0086'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (JCP)
 PT0086'STATION IS LOCATED ABOUT 13 MILES DUE W OF AGAR, ABOUT 1.5
 PT0086'MILES E OF THE MISSOURI RIVER WHICH IT OVERLOOKS TO THE W
 PT0086'OF NW, AND ON THE MOST S AND HIGHEST POINT OF A GROUP OF HILLS
 PT0086'RUNNING N AND S.  TRIANGULATION STATION SUTTON 1934 IS NEAR
 PT0086'THE N END OF THIS GROUP.
 PT0086'
 PT0086'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION MARK.
 PT0086'IT IS AN IRON PIPE ABOUT 6 INCHES IN DIAMETER AND HAS A
 PT0086'CAST-IRON CAP BOLTED TO THE TOP WITH THE LETTERS MISSOURI
 PT0086'RIVER COMMISSION INSCRIBED AND A RAISED TRIANGLE WITH A SMALL
 PT0086'HOLE WHICH WAS USED AS CENTER.  THE MARK PROJECTS ABOUT 8 INCHES.
 PT0086'
 PT0086'REFERENCE MARK 1 IS 25.29 FEET N OF THE STATION AND 3 FEET
 PT0086'LOWER IN ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN AN
 PT0086'OUTCROPPING BOULDER ABOUT 1-BY 1-FOOT SQUARE.  THE DISK IS
 PT0086'STAMPED ARTICHOKE M R C NO 1 1945.
 PT0086'
 PT0086'REFERENCE MARK 2 IS 25.13 FEET S OF THE STATION AND ABOUT 2
 PT0086'FEET LOWER THAN THE STATION.  IT IS A BRONZE REFERENCE DISK
 PT0086'SET IN AN OUTCROPPING BOULDER ABOUT 1 BY 3 FEET AND PROJECTS
 PT0086'ABOUT 3 INCHES.  THE DISK IS STAMPED ARTICHOKE M R C NO 2
 PT0086'1945.
 PT0086'
 PT0086'AZIMUTH MARK IS 0.5 MILE SE OF THE STATION, 3 FEET S OF A
 PT0086'T-FENCE, AND 1 FOOT WEST OF A N-S FENCE LINE.  IT IS A BRONZE
 PT0086'AZIMUTH DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS
 PT0086'6 INCHES AND THE DISK IS STAMPED ARTICHOKE M R C 1945.
 PT0086'
 PT0086'TO REACH THE STATION FROM AGAR, GO W FOR 0.5 MILE TO A CROSS
 PT0086'ROAD AND THE JUNCTION OF U.S. HIGHWAY 83, CONTINUE ON W ON A
 PT0086'GRAVEL ROAD FOR 12.5 MILES TO THE END OF THE GRADED ROAD AT
 PT0086'THE JOHN WAGNER FARM BUILDINGS ON THE LEFT.  CONTINUE W UP
 PT0086'LANE 0.4 MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT.
 PT0086'PASS THROUGH THE GATE AND CONTINUE NW ACROSS PASTURE LAND
 PT0086'TO THE HIGHEST POINT AND THE STATION.
 PT0086'
 PT0086'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 PT0086'
 PT0086'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 PT0086
 PT0086                          STATION RECOVERY (1946)
 PT0086
 PT0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PT0086'13.8 MI W FROM AGAR.
 PT0086'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0 MILE
 PT0086'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTHWEST ALONG A TRAIL
 PT0086'TO THE TOP OF A HILL AND THE SITE OF THE MARK.  1.5 FEET NORTHEAST
 PT0086'OF A WHITE 4 X 4 MARKER POST.  A 6 INCH IRON PIPE WITH A CAST
 PT0086'IRON CAP WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0999 ***********************************************************************
 PT0999  DESIGNATION -  ARTICHOKE
 PT0999  PID         -  PT0999
 PT0999  STATE/COUNTY-  SD/POTTER
 PT0999  COUNTRY     -  US
 PT0999  USGS QUAD   -  ARTICHOKE BUTTE NW (2017)
 PT0999
 PT0999                         *CURRENT SURVEY CONTROL
 PT0999  ______________________________________________________________________
 PT0999* NAD 83(1996) POSITION- 44 56 17.56387(N) 100 23 08.15369(W)   ADJUSTED
 PT0999* NAVD 88 ORTHO HEIGHT -   586.7   (meters)     1925.    (feet) VERTCON3
 PT0999  ______________________________________________________________________
 PT0999  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 PT0999  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 PT0999  HORZ ORDER      -  FIRST
 PT0999
 PT0999.The horizontal coordinates were established by classical geodetic methods
 PT0999.and adjusted by the National Geodetic Survey in January 1998.
 PT0999
 PT0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0999
 PT0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0999.GEOID18 height accuracy estimate available here.
 PT0999
 PT0999.Click photographs - Photos may exist for this station.
 PT0999
 PT0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0999
 PT0999. The following values were computed from the NAD 83(1996) position.
 PT0999
 PT0999;                    North         East     Units Scale Factor Converg.
 PT0999;SPC SD N     -   122,848.989   569,566.049   MT  0.99994105   -0 16 22.4
 PT0999;SPC SD N     -   403,047.06  1,868,651.28   sFT  0.99994105   -0 16 22.4
 PT0999;UTM  14      - 4,977,020.403   390,676.315   MT  0.99974696   -0 58 43.7
 PT0999
 PT0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0999!SPC SD N     -   0.99991155  x   0.99994105  =   0.99985261
 PT0999!UTM  14      -   0.99991155  x   0.99974696  =   0.99965854
 PT0999
 PT0999:                Primary Azimuth Mark                     Grid Az
 PT0999:SPC SD N     -  ARTICHOKE AZ MK                          039 42 22.0
 PT0999:UTM  14      -  ARTICHOKE AZ MK                          040 24 43.3
 PT0999
 PT0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9067677020(NAD 83)
 PT0999
 PT0999|---------------------------------------------------------------------|
 PT0999| PID    Reference Object                     Distance      Geod. Az  |
 PT0999|                                                           dddmmss.s |
 PT0999| CO4244 ARTICHOKE AZ MK                                    0392559.6 |
 PT0999| CO4246 ARTICHOKE RM 2                       23.650 METERS 26317     |
 PT0999| CO4245 ARTICHOKE RM 1                       25.040 METERS 35209     |
 PT0999|---------------------------------------------------------------------|
 PT0999
 PT0999                          SUPERSEDED SURVEY CONTROL
 PT0999
 PT0999  NAD 83(1986)-  44 56 17.55729(N)    100 23 08.15597(W) AD(       ) 1
 PT0999  NAD 27      -  44 56 17.61600(N)    100 23 06.67300(W) AD(       ) 1
 PT0999  NGVD 29 (07/19/86)  586.3    (m)         1924.     (f) VERT ANG       
 PT0999
 PT0999.Superseded values are not recommended for survey control.
 PT0999
 PT0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0999.See file dsdata.pdf to determine how the superseded data were derived.
 PT0999
 PT0999_MARKER: DS = TRIANGULATION STATION DISK
 PT0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0999_STAMPING: ARTICHOKE 1934
 PT0999_MARK LOGO: CGS
 PT0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0999+STABILITY: SURFACE MOTION
 PT0999
 PT0999  HISTORY     - Date     Condition        Report By
 PT0999  HISTORY     - 1934     MONUMENTED       CGS
 PT0999  HISTORY     - 1938     GOOD             CGS
 PT0999  HISTORY     - 1947     GOOD             CGS
 PT0999
 PT0999                          STATION DESCRIPTION
 PT0999
 PT0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0999'THE STATION IS ON APPARENTLY THE HIGHEST POINT OF A GRASSY
 PT0999'HILL ABOUT 7 MILES, AIRLINE, SSW OF THE CHEYENNE AGENCY, 1
 PT0999'MILE E OF THE MISSOURI RIVER AND OVERLOOKING IT, 4 MILES W OF
 PT0999'RANGE LINE, 5 MILES W OF A LONG, STRAIGHT N-S GRADED ROAD,
 PT0999'AND 1/4 MILE S OF AN E-W FENCE LINE IN THE CENTER OF TOWNSHIP
 PT0999'117 N.  THE MOUTH OF ARTICHOKE CREEK IS ABOUT 4 MILES S
 PT0999'
 PT0999'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT0999'BRONZE DISKS SET IN CONCRETE.
 PT0999'
 PT0999'THE AZIMUTH MARK IS NE OF THE STATION AND IS LOCATED ON THE
 PT0999'ABOVE MENTIONED E-W FENCE LINE IN THE CENTER OF TOWNSHIP 117 N.
 PT0999'
 PT0999'REFERENCE MARK NO. 1 IS NNE OF THE STATION.
 PT0999'
 PT0999'REFERENCE MARK NO. 2 IS W OF THE STATION.
 PT0999'
 PT0999'A 10-FOOT STAND WILL CLEAR ALL LINES.
 PT0999'
 PT0999'THE STATION MAY BE REACHED FROM THE BRIDGE STORE AT THE E
 PT0999'APPROACH OF THE BRIDGE VIA WHICH U.S. ROUTE 212 CROSSES THE
 PT0999'MISSOURI RIVER BY GOING SOUTHEASTERLY ON U.S. HIGHWAY 212 FOR
 PT0999'4.2 MILES.  TURN RIGHT, OR DUE S, ON SECTION-LINE ROAD AND
 PT0999'GO 1.0 MILE.  TURN RIGHT AND GO W 1.0 MILE.  TURN LEFT AND GO
 PT0999'S 1.0 MILE.  TURN RIGHT AND GO W 2.0 MILES.  TURN LEFT AND
 PT0999'GO S 3.0 MILES.  TURN RIGHT AND GO W 1.0 MILE.  PASS THROUGH
 PT0999'WIRE GATE AND CONTINUE W ALONG N SIDE OF FENCE 1.0 MILE.
 PT0999'PASS THROUGH WIRE GATE AND CONTINUE W 1.3 MILES, BUT THIS
 PT0999'TIME ALONG THE S SIDE OF FENCE.  AT TOP OF GENTLE SLOPE
 PT0999'LEAVE THE FENCE AND FOLLOW ALONG TRAIL FORMED BY SEVERAL,
 PT0999'PARALLEL, CLOSE TOGETHER, HORSE TRAILS FOR 0.6 MILE TO TOP
 PT0999'OF HILL AND STATION.
 PT0999
 PT0999                          STATION RECOVERY (1938)
 PT0999
 PT0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PT0999'STATION ARTICHOKE IS LOCATED IN THE SW PART OF POTTER COUNTY
 PT0999'ABOUT 4 MILES N OF THE MOUTH OF ARTICHOKE CREEK.  IT IS ABOUT
 PT0999'7-1/2 MILES, AIRLINE, SW OF CHEYENNE AGENCY.  ABOUT 19-1/2
 PT0999'MILES, AIRLINE, SE OF LA PLANT AND ABOUT 23 MILES, AIRLINE,
 PT0999'SEE OF RIDGEVIEW.  IT IS ON A LONG LOW RIDGE OVERLOOKING THE
 PT0999'MISSOURI RIVER.
 PT0999'
 PT0999'STATION ARTICHOKE IS REACHED FROM CHEYENNE AGENCY BY GOING
 PT0999'E ON U.S. ROUTE 212 FOR 3 MILES TO THE (BRIDGE STORE) JUST E
 PT0999'OF THE MISSOURI RIVER BRIDGE.  CONTINUE E ON U.S. ROUTE 212
 PT0999'FOR 4.2 MILES TO A GRADED ROAD TURNING RIGHT, S.  TURN S FOR
 PT0999'1.0 MILE, TURN RIGHT FOR 1.0 MILE, TURN LEFT FOR 1.0 MILE,
 PT0999'TURN RIGHT FOR 2.0 MILES, TURN LEFT FOR 3.0 MILES.  TURN
 PT0999'RIGHT AND GO W FOR 4.3 MILES ON A VERY POOR ROAD TO A DIM
 PT0999'TRAIL LEADING SW.  TAKE TRAIL AND GO SW FOR 0.6 MILE TO TOP
 PT0999'OF RIDGE AND STATION.
 PT0999'
 PT0999'THE AZIMUTH MARK IS 0.35 MILE NE OF STATION JUST S OF AN
 PT0999'E-W FENCE LINE.
 PT0999'
 PT0999'ANGLE ARTICHOKE - AGENCY - ELIASON CHECKED.
 PT0999'
 PT0999'DISTANCES FROM STATION TO REFERENCE MARKS CHECKED.
 PT0999
 PT0999                          STATION RECOVERY (1947)
 PT0999
 PT0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 PT0999'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0084 ***********************************************************************
 PT0084  DESIGNATION -  ARTICHOKE AZ MK
 PT0084  PID         -  PT0084
 PT0084  STATE/COUNTY-  SD/SULLY
 PT0084  COUNTRY     -  US
 PT0084  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0084
 PT0084                         *CURRENT SURVEY CONTROL
 PT0084  ______________________________________________________________________
 PT0084* NAD 83(1986) POSITION- 44 50 16.     (N) 100 20 44.     (W)   SCALED
 PT0084* NAVD 88 ORTHO HEIGHT -   559.420 (meters)     1835.36  (feet) ADJUSTED
 PT0084  ______________________________________________________________________
 PT0084  GEOID HEIGHT    -        -22.634 (meters)                     GEOID18
 PT0084  DYNAMIC HEIGHT  -        559.324 (meters)     1835.05  (feet) COMP
 PT0084  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 PT0084
 PT0084  VERT ORDER      -  SECOND    CLASS 0
 PT0084
 PT0084.The horizontal coordinates were scaled from a map and have
 PT0084.an estimated accuracy of +/- 6 seconds.
 PT0084
 PT0084.The orthometric height was determined by differential leveling and
 PT0084.adjusted by the NATIONAL GEODETIC SURVEY
 PT0084.in June 1991.
 PT0084
 PT0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0084.GEOID18 height accuracy estimate available here.
 PT0084
 PT0084.Click photographs - Photos may exist for this station.
 PT0084
 PT0084.The dynamic height is computed by dividing the NAVD 88
 PT0084.geopotential number by the normal gravity value computed on the
 PT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0084.degrees latitude (g = 980.6199 gals.).
 PT0084
 PT0084.The modeled gravity was interpolated from observed gravity values.
 PT0084
 PT0084;                    North         East    Units  Estimated Accuracy
 PT0084;SPC SD N     -   111,670.      572,680.      MT  (+/- 180 meters Scaled)
 PT0084
 PT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ936658(NAD 83)
 PT0084
 PT0084                          SUPERSEDED SURVEY CONTROL
 PT0084
 PT0084  NGVD 29 (??/??/92)  559.043  (m)         1834.13   (f) ADJ UNCH    2 0
 PT0084
 PT0084.Superseded values are not recommended for survey control.
 PT0084
 PT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0084.See file dsdata.pdf to determine how the superseded data were derived.
 PT0084
 PT0084_MARKER: DZ = AZIMUTH MARK DISK
 PT0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0084_STAMPING: ARTICHOKE M R C 1945
 PT0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0084+STABILITY: SURFACE MOTION
 PT0084
 PT0084  HISTORY     - Date     Condition        Report By
 PT0084  HISTORY     - 1945     MONUMENTED       CGS
 PT0084  HISTORY     - 1946     GOOD             CGS
 PT0084
 PT0084                          STATION DESCRIPTION
 PT0084
 PT0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0084'13.3 MI W FROM AGAR.
 PT0084'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0
 PT0084'MILE WEST ALONG A DIRT ROAD TO THE SITE OF THE MARK.  3.0
 PT0084'FEET SOUTH OF AN EAST AND WEST FENCE, 1.0 FOOT WEST OF A
 PT0084'NORTH AND SOUTH FENCE, 2.0 FEET WEST OF A WHITE 4 X 4 MARKER
 PT0084'POST.  A BRONZE M.R.C. DISK SET IN THE TOP OF A CONCRETE POST
 PT0084'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0087 ***********************************************************************
 PT0087  DESIGNATION -  ARTICHOKE RM 1
 PT0087  PID         -  PT0087
 PT0087  STATE/COUNTY-  SD/SULLY
 PT0087  COUNTRY     -  US
 PT0087  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0087
 PT0087                         *CURRENT SURVEY CONTROL
 PT0087  ______________________________________________________________________
 PT0087* NAD 83(1986) POSITION- 44 50 30.79   (N) 100 21 20.59   (W)   HD_HELD1
 PT0087* NAVD 88 ORTHO HEIGHT -   618.428 (meters)     2028.96  (feet) ADJUSTED
 PT0087  ______________________________________________________________________
 PT0087  GEOID HEIGHT    -        -22.621 (meters)                     GEOID18
 PT0087  DYNAMIC HEIGHT  -        618.325 (meters)     2028.62  (feet) COMP
 PT0087  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 PT0087
 PT0087  VERT ORDER      -  SECOND    CLASS 0
 PT0087
 PT0087.The horizontal coordinates were determined by differentially corrected
 PT0087.hand held GPS observations or other comparable positioning techniques
 PT0087.and have an estimated accuracy of +/- 3 meters.
 PT0087
 PT0087.The orthometric height was determined by differential leveling and
 PT0087.adjusted by the NATIONAL GEODETIC SURVEY
 PT0087.in June 1991.
 PT0087
 PT0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0087.GEOID18 height accuracy estimate available here.
 PT0087
 PT0087.Click photographs - Photos may exist for this station.
 PT0087
 PT0087.The dynamic height is computed by dividing the NAVD 88
 PT0087.geopotential number by the normal gravity value computed on the
 PT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0087.degrees latitude (g = 980.6199 gals.).
 PT0087
 PT0087.The modeled gravity was interpolated from observed gravity values.
 PT0087
 PT0087;                    North         East    Units  Estimated Accuracy
 PT0087;SPC SD N     -   112,134.2     571,877.2     MT  (+/- 3 meters HH1 GPS) 
 PT0087
 PT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9285566280(NAD 83)
 PT0087
 PT0087                          SUPERSEDED SURVEY CONTROL
 PT0087
 PT0087  NGVD 29 (??/??/92)  618.054  (m)         2027.73   (f) ADJ UNCH    2 0
 PT0087
 PT0087.Superseded values are not recommended for survey control.
 PT0087
 PT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0087.See file dsdata.pdf to determine how the superseded data were derived.
 PT0087
 PT0087_MARKER: DR = REFERENCE MARK DISK
 PT0087_SETTING: 80 = SET IN A BOULDER
 PT0087_STAMPING: ARTICHOKE M R C NO 1 1945
 PT0087_MARK LOGO: CGS
 PT0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0087+STABILITY: SURFACE MOTION
 PT0087
 PT0087  HISTORY     - Date     Condition        Report By
 PT0087  HISTORY     - 1945     MONUMENTED       CGS
 PT0087  HISTORY     - 1946     GOOD             CGS
 PT0087
 PT0087                          STATION DESCRIPTION
 PT0087
 PT0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0087'13.8 MI W FROM AGAR.
 PT0087'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0 MILE
 PT0087'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE ALONG A TRAIL TO THE
 PT0087'TOP OF A HILL AND THE SITE OF THE MARK.  25.3 FEET NORTH OF
 PT0087'THE TRIANGULATION STATION, 1.5 FEET SOUTH OF A WHITE 4 X 4 MARKER
 PT0087'POST.  A BRONZE M.R.C. DISK SET IN THE TOP OF A BOULDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0085 ***********************************************************************
 PT0085  DESIGNATION -  ARTICHOKE RM 2
 PT0085  PID         -  PT0085
 PT0085  STATE/COUNTY-  SD/SULLY
 PT0085  COUNTRY     -  US
 PT0085  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0085
 PT0085                         *CURRENT SURVEY CONTROL
 PT0085  ______________________________________________________________________
 PT0085* NAD 83(1986) POSITION- 44 50 30.33   (N) 100 21 20.73   (W)   HD_HELD1
 PT0085* NAVD 88 ORTHO HEIGHT -   618.161 (meters)     2028.08  (feet) ADJUSTED
 PT0085  ______________________________________________________________________
 PT0085  GEOID HEIGHT    -        -22.621 (meters)                     GEOID18
 PT0085  DYNAMIC HEIGHT  -        618.057 (meters)     2027.74  (feet) COMP
 PT0085  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 PT0085
 PT0085  VERT ORDER      -  SECOND    CLASS 0
 PT0085
 PT0085.The horizontal coordinates were determined by differentially corrected
 PT0085.hand held GPS observations or other comparable positioning techniques
 PT0085.and have an estimated accuracy of +/- 3 meters.
 PT0085
 PT0085.The orthometric height was determined by differential leveling and
 PT0085.adjusted by the NATIONAL GEODETIC SURVEY
 PT0085.in June 1991.
 PT0085
 PT0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0085.GEOID18 height accuracy estimate available here.
 PT0085
 PT0085.Click photographs - Photos may exist for this station.
 PT0085
 PT0085.The dynamic height is computed by dividing the NAVD 88
 PT0085.geopotential number by the normal gravity value computed on the
 PT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0085.degrees latitude (g = 980.6199 gals.).
 PT0085
 PT0085.The modeled gravity was interpolated from observed gravity values.
 PT0085
 PT0085;                    North         East    Units  Estimated Accuracy
 PT0085;SPC SD N     -   112,120.0     571,874.1     MT  (+/- 3 meters HH1 GPS) 
 PT0085
 PT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9285166266(NAD 83)
 PT0085
 PT0085                          SUPERSEDED SURVEY CONTROL
 PT0085
 PT0085  NGVD 29 (??/??/92)  617.786  (m)         2026.85   (f) ADJ UNCH    2 0
 PT0085
 PT0085.Superseded values are not recommended for survey control.
 PT0085
 PT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0085.See file dsdata.pdf to determine how the superseded data were derived.
 PT0085
 PT0085_MARKER: DR = REFERENCE MARK DISK
 PT0085_SETTING: 66 = SET IN ROCK OUTCROP
 PT0085_STAMPING: ARTICHOKE NO 2 1945 MRC
 PT0085_MARK LOGO: CGS
 PT0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0085+STABILITY: POSITION/ELEVATION WELL
 PT0085
 PT0085  HISTORY     - Date     Condition        Report By
 PT0085  HISTORY     - 1945     MONUMENTED       CGS
 PT0085  HISTORY     - 1946     GOOD             CGS
 PT0085  HISTORY     - 20200810 GOOD             NGS
 PT0085
 PT0085                          STATION DESCRIPTION
 PT0085
 PT0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0085'13.8 MI W FROM AGAR.
 PT0085'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0 MILE
 PT0085'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTHWEST ALONG A TRAIL
 PT0085'TO THE TOP OF A HILL AND THE SITE OF THE MARK.  25.0 FEET SOUTH
 PT0085'OF THE TRIANGULATION STATION, 2.4 FEET NORTH OF A WHITE 4 X 4
 PT0085'MARKER POST.  A BRONZE M.R.C. DISK SET IN THE TOP OF A ROCK
 PT0085'OUTCROP.
 PT0085
 PT0085                          STATION RECOVERY (2020)
 PT0085
 PT0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020
 PT0085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1181 ***********************************************************************
 PT1181  DESIGNATION -  ASH
 PT1181  PID         -  PT1181
 PT1181  STATE/COUNTY-  SD/HAAKON
 PT1181  COUNTRY     -  US
 PT1181  USGS QUAD   -  POST RANCH (2017)
 PT1181
 PT1181                         *CURRENT SURVEY CONTROL
 PT1181  ______________________________________________________________________
 PT1181* NAD 83(1996) POSITION- 44 20 23.15564(N) 101 59 42.21261(W)   ADJUSTED
 PT1181* NAVD 88 ORTHO HEIGHT -   843.    (meters)     2766.    (feet) SCALED
 PT1181  ______________________________________________________________________
 PT1181  GEOID HEIGHT    -        -19.958 (meters)                     GEOID18
 PT1181  LAPLACE CORR    -         -7.70  (seconds)                    DEFLEC18
 PT1181  HORZ ORDER      -  FIRST
 PT1181
 PT1181.The horizontal coordinates were established by classical geodetic methods
 PT1181.and adjusted by the National Geodetic Survey in January 1998.
 PT1181
 PT1181.The orthometric height was scaled from a topographic map.
 PT1181
 PT1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1181.GEOID18 height accuracy estimate available here.
 PT1181
 PT1181.Click photographs - Photos may exist for this station.
 PT1181
 PT1181.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1181
 PT1181. The following values were computed from the NAD 83(1996) position.
 PT1181
 PT1181;                    North         East     Units Scale Factor Converg.
 PT1181;SPC SD S     -   224,232.042   467,492.920   MT  0.99998617   -1 08 46.8
 PT1181;SPC SD S     -   735,667.96  1,533,766.36   sFT  0.99998617   -1 08 46.8
 PT1181;UTM  14      - 4,913,974.395   261,245.709   MT  1.00030110   -2 05 39.4
 PT1181;UTM  13      - 4,914,003.249   739,542.053   MT  1.00030573   +2 06 04.3
 PT1181
 PT1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1181!SPC SD S     -   0.99987089  x   0.99998617  =   0.99985706
 PT1181!UTM  14      -   0.99987089  x   1.00030110  =   1.00017195
 PT1181!UTM  13      -   0.99987089  x   1.00030573  =   1.00017658
 PT1181
 PT1181:                Primary Azimuth Mark                     Grid Az
 PT1181:SPC SD S     -  ASH AZ MK                                203 58 58.3
 PT1181:UTM  14      -  ASH AZ MK                                204 55 50.9
 PT1181:UTM  13      -  ASH AZ MK                                200 44 07.2
 PT1181
 PT1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6124513974(NAD 83)
 PT1181
 PT1181|---------------------------------------------------------------------|
 PT1181| PID    Reference Object                     Distance      Geod. Az  |
 PT1181|                                                           dddmmss.s |
 PT1181| CP9529 ASH RM 1                             29.519 METERS 01018     |
 PT1181| CP9528 ASH AZ MK                                          2025011.5 |
 PT1181| CP9530 ASH RM 2                             22.845 METERS 25528     |
 PT1181|---------------------------------------------------------------------|
 PT1181
 PT1181                          SUPERSEDED SURVEY CONTROL
 PT1181
 PT1181  NAD 83(1986)-  44 20 23.14814(N)    101 59 42.21417(W) AD(       ) 1
 PT1181  NAD 27      -  44 20 23.20800(N)    101 59 40.66600(W) AD(       ) 1
 PT1181
 PT1181.Superseded values are not recommended for survey control.
 PT1181
 PT1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1181.See file dsdata.pdf to determine how the superseded data were derived.
 PT1181
 PT1181_MARKER: DS = TRIANGULATION STATION DISK
 PT1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1181_STAMPING: ASH 1950
 PT1181_MARK LOGO: CGS
 PT1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1181+STABILITY: SURFACE MOTION
 PT1181
 PT1181  HISTORY     - Date     Condition        Report By
 PT1181  HISTORY     - 1950     MONUMENTED       CGS
 PT1181  HISTORY     - 1961     GOOD             CGS
 PT1181
 PT1181                          STATION DESCRIPTION
 PT1181
 PT1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1181'STATION IS ABOUT 6-3/4 MILES WEST, AND 3-1/2 MILES NORTH OF THE
 PT1181'HILLAND POST OFFICE, AND ABOUT 2-1/4 MILES WEST AND 2-1/4 MILES
 PT1181'NORTH OF THE ASH CREEK CHURCH AND SCHOOL HOUSE, ON A PROMINENT
 PT1181'GRASS-COVERED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PT1181'VICINITY.
 PT1181'
 PT1181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1181'STATE HIGHWAY 73 IN PHILIP.  GO NORTH ON HIGHWAY 73 FOR 16.45
 PT1181'MILES TO A CONCRETE CULVERT AT A CROSSROADS.  CROSS THE CULVERT,
 PT1181'TURN LEFT AND GO WEST 8.85 MILES TO THE HILLAND POST OFFICE
 PT1181'ON THE RIGHT.  CONTINUE WEST ON THE MAIN ROAD FOR 1.4 MILES, TURN
 PT1181'RIGHT AND GO NORTH 1.0 MILE TO A CROSSROADS.  TURN LEFT AND
 PT1181'GO WEST AND NORTH ON THE MAIN ROAD 3.15 MILES TO THE ASH
 PT1181'CREEK CHRUCH ON THE LEFT.  CONTINUE NORTH FOR 0.8 MILE TO A
 PT1181'T-ROAD LEFT.  GO WEST 2.4 MILES TO A GATE ABOUT 200 FEET
 PT1181'NORTH OF AN OLD CATTLE GUARD.  TURN RIGHT, PASS THROUGH THE
 PT1181'GATE AND GO NORTH FOR 0.5 MILE TO A FENCE CORNER.  CONTINUE
 PT1181'NORTHERLY ON A TRACK ROAD 0.3 MILE TO A REVERSE FORK.
 PT1181'CONTINUE NORTHERLY FOR 0.7 MILE TO A GATE.  PASS THROUGH THE
 PT1181'GATE AND CONTINUE NORTHEASTERLY FOR 0.15 MILE TO THE
 PT1181'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST FOR 0.35
 PT1181'MILE TO THE TOP OF THE HILL AND THE STATION.
 PT1181'
 PT1181'STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED ASH
 PT1181'1950.
 PT1181'
 PT1181'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL.  THE
 PT1181'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ASH NO 1 1950.
 PT1181'
 PT1181'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL.  THE
 PT1181'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ASH NO 2 1950.
 PT1181'
 PT1181'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A TRACK
 PT1181'ROAD AND 6 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 PT1181'10 INCHES AND THE DISK IS STAMPED ASH 1950.
 PT1181'
 PT1181'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1181'CONCRETE CYLINDERS.
 PT1181'
 PT1181'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1181
 PT1181                          STATION RECOVERY (1961)
 PT1181
 PT1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1181'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 PT1181'MARK WERE RECOVERED AS DESCRIBED.  THE MARKS ARE STANDARD
 PT1181'BRONZE DISKS CEMENTED IN THE TOP OF CIRCULAR CONCRETE MONUMENTS
 PT1181'WHICH ARE 10 INCHES IN DIAMETER.  ALL MARKS WERE IN GOOD
 PT1181'CONDITION.
 PT1181'
 PT1181'THE STATION IS ABOUT 6-3/4 MILES WEST AND 3-1/2 MILES NORTH OF
 PT1181'HILLAND COMMUNITY, AND ABOUT 2-1/4 MILES WEST AND 2-1/4 MILES
 PT1181'NORTH OF THE ASH CREEK CHURCH AND SCHOOLHOUSE ON A PROMINENT,
 PT1181'GRASS-COVERED, HILL THAT IS THE HIGHEST IN THE IMMEDIATE
 PT1181'VICINITY.  THE MARK IS STAMPED ASH 1950 AND PROJECTS ABOUT
 PT1181'7 INCHES ABOVE THE GROUND SURFACE.  IT IS 6.6 FEET EAST OF A
 PT1181'METAL WITNESS POST AND SIGN.
 PT1181'
 PT1181'TO REACH THE STATION FROM THE POST OFFICE IN QUINN GO NORTH
 PT1181'ON A HARD SURFACED ROAD FOR 8.35 MILES TO A CROSSROAD AND THE
 PT1181'END OF THE HARD SURFACED ROAD, CONTINUE NORTH ON A GRAVELED
 PT1181'ROAD FOR 6.0 MILES TO A T INTERSECTION.  TURN RIGHT AND GO
 PT1181'EAST FOR 1.5 MILES TO A T ROAD, LEFT, TURN LEFT AND FOLLOW
 PT1181'THE MAIN TRAVELED ROAD NORTHERLY FOR 10.8 MILES TO THE PLEASANT
 PT1181'VIEW SCHOOL ON THE EAST SIDE OF THE ROAD AND THE GABRIEL
 PT1181'RANCH BUILDINGS ON THE WEST.  CONTINUE NORTH FOR 0.5 MILE TO
 PT1181'A SIDE ROAD, RIGHT, JUST AFTER PASSING OVER A CATTLE GUARD,
 PT1181'TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 2.15 MILES TO A
 PT1181'SIDE ROAD, LEFT, ABOUT 200 FEET AFTER PASSING THROUGH A
 PT1181'CATTLE GUARD AND SIGN, RANGE CATTLE.  TURN LEFT, AND
 PT1181'FOLLOW A TRACK ROAD NORTHEAST THEN NORTH-NORTHWEST FOR 0.25
 PT1181'MILE TO A WIRE GATE ON TOP OF A SHARP KNOLL, PASS THROUGH
 PT1181'THE GATE AND CONTINUE NORTH AND NORTH-NORTHWEST FOR
 PT1181'0.75 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 PT1181'CONTINUE NORTHEAST AND NORTH FOR 1.1 MILES TO A WIRE GATE,
 PT1181'PASS THROUGH THE WIRE GATE AND CONTINUE NORTHEAST FOR 0.1
 PT1181'MILE TO THE TOP OF A SMALL KNOLL AND THE AZIMUTH MARK ON
 PT1181'THE LEFT.  CONTINUE TO THE STATION NORTHEAST ON A TRACK
 PT1181'ROAD FOR 0.15 MILE TO A FORK, TAKE THE LEFT FORK NORTHWEST
 PT1181'FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION AS
 PT1181'DESCRIBED.
 PT1181'
 PT1181'R.M. NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS
 PT1181'STAMPED ASH NO 1 1950 AND PROJECTS ABOUT 7 INCHES ABOVE THE
 PT1181'GROUND SURFACE.
 PT1181'
 PT1181'R.M. NO. 2 IS ABOUT 18 INCHES LOWER THAN THE STATION.  IT IS
 PT1181'STAMPED ASH NO 2 1950 AND PROJECTS ABOUT 5 INCHES ABOVE THE
 PT1181'GROUND SURFACE.
 PT1181'
 PT1181'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTERLINE OF A DIM
 PT1181'TRACK ROAD, 1.3 FEET EAST OF A METAL WITNESS POST AND SIGN,
 PT1181'AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS STAMPED
 PT1181'ASH 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0708 ***********************************************************************
 QS0708  DESIGNATION -  ASHLEY
 QS0708  PID         -  QS0708
 QS0708  STATE/COUNTY-  SD/CORSON
 QS0708  COUNTRY     -  US
 QS0708  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0708
 QS0708                         *CURRENT SURVEY CONTROL
 QS0708  ______________________________________________________________________
 QS0708* NAD 83(1996) POSITION- 45 37 48.27261(N) 100 26 29.17046(W)   ADJUSTED
 QS0708* NAVD 88 ORTHO HEIGHT -   568.    (meters)     1864.    (feet) SCALED
 QS0708  ______________________________________________________________________
 QS0708  GEOID HEIGHT    -        -21.775 (meters)                     GEOID18
 QS0708  LAPLACE CORR    -         -5.48  (seconds)                    DEFLEC18
 QS0708  HORZ ORDER      -  SECOND
 QS0708
 QS0708.The horizontal coordinates were established by classical geodetic methods
 QS0708.and adjusted by the National Geodetic Survey in January 1998.
 QS0708
 QS0708.The orthometric height was scaled from a topographic map.
 QS0708
 QS0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0708.GEOID18 height accuracy estimate available here.
 QS0708
 QS0708.Click photographs - Photos may exist for this station.
 QS0708
 QS0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0708
 QS0708. The following values were computed from the NAD 83(1996) position.
 QS0708
 QS0708;                    North         East     Units Scale Factor Converg.
 QS0708;SPC SD N     -   199,758.644   565,578.241   MT  0.99999016   -0 18 44.7
 QS0708;SPC SD N     -   655,374.82  1,855,567.95   sFT  0.99999016   -0 18 44.7
 QS0708;UTM  14      - 5,053,958.095   387,645.040   MT  0.99975520   -1 01 49.8
 QS0708
 QS0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0708!SPC SD N     -   0.99991431  x   0.99999016  =   0.99990447
 QS0708!UTM  14      -   0.99991431  x   0.99975520  =   0.99966953
 QS0708
 QS0708:                Primary Azimuth Mark                     Grid Az
 QS0708:SPC SD N     -  ASHLEY AZ MK                             055 09 25.4
 QS0708:UTM  14      -  ASHLEY AZ MK                             055 52 30.5
 QS0708
 QS0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8764553958(NAD 83)
 QS0708
 QS0708|---------------------------------------------------------------------|
 QS0708| PID    Reference Object                     Distance      Geod. Az  |
 QS0708|                                                           dddmmss.s |
 QS0708| CO4252 ASHLEY AZ MK                                       0545040.7 |
 QS0708| CO4253 ASHLEY RM 1                          11.355 METERS 08729     |
 QS0708| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX.10.7 KM 1755803.0 |
 QS0708| CO4254 ASHLEY RM 2                           9.921 METERS 19243     |
 QS0708| QS0705 SAKAKAWEA MONUMENT                  APPROX.13.2 KM 1960123.5 |
 QS0708|---------------------------------------------------------------------|
 QS0708
 QS0708                          SUPERSEDED SURVEY CONTROL
 QS0708
 QS0708  NAD 83(1986)-  45 37 48.26305(N)    100 26 29.16792(W) AD(       ) 2
 QS0708  NAD 27      -  45 37 48.27700(N)    100 26 27.68700(W) AD(       ) 2
 QS0708
 QS0708.Superseded values are not recommended for survey control.
 QS0708
 QS0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0708.See file dsdata.pdf to determine how the superseded data were derived.
 QS0708
 QS0708_MARKER: DS = TRIANGULATION STATION DISK
 QS0708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0708_STAMPING: ASHLEY 1945
 QS0708_MARK LOGO: CGS
 QS0708_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0708_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0708
 QS0708  HISTORY     - Date     Condition        Report By
 QS0708  HISTORY     - 1945     MONUMENTED       MORC
 QS0708  HISTORY     - 1947     GOOD             CGS
 QS0708  HISTORY     - 1964     GOOD             USGS
 QS0708
 QS0708                          STATION DESCRIPTION
 QS0708
 QS0708'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 QS0708'STATION IS LOCATED ABOUT 6.5 MILES N OF THE CITY OF MOBRIDGE,
 QS0708'5 MILES ESE OF THE VILLAGE OF WAKPALA, AND 1 MILE W OF THE
 QS0708'MISSOURI RIVER.  IT IS NEAR THE CENTER OF A WIDE RIDGE THAT
 QS0708'NARROWS DOWN TO A VERY NARROW RIDGE AT THE S END.
 QS0708'
 QS0708'THE MO.R.C. SURFACE MARK WAS FOUND LEANING BADLY TO THE N AND
 QS0708'PROJECTED 15 INCHES.
 QS0708'
 QS0708'THE DISK IS SET IN AN MO.R.C. 6-INCH IRON PIPE THAT IS FILLED
 QS0708'WITH CONCRETE AND THE PIPE IS REENFORCED WITH CONCRETE.  THE
 QS0708'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ASHLEY 1945.  THE
 QS0708'MO.R.C. SUBSURFACE MARK HAD BEEN SEARCHED FOR BUT COULD NOT
 QS0708'BE LOCATED.  A NEW SUBSURFACE MARK, A BRONZE STATION DISK,
 QS0708'IS SET IN THE TOP OF A CONCRETE POST.
 QS0708'
 QS0708'REFERENCE MARK 1 IS 37.25 FEET E OF THE STATION.  IT IS A
 QS0708'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 QS0708'PROJECTS 4 INCHES AND THE DISK IS STAMPED ASHLEY NO 1 1945.
 QS0708'
 QS0708'REFERENCE MARK 2 IS 32.55 FEET S OF THE STATION.  IT IS A
 QS0708'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 QS0708'PROJECTS 8 INCHES AND THE DISK IS STAMPED ASHLEY NO 2 1945.
 QS0708'
 QS0708'AZIMUTH MARK IS 0.25 MILE NE OF THE STATION AND 1-1/2 FEET S
 QS0708'OF AN E-W FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP
 QS0708'OF A CONCRETE POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QS0708'STAMPED ASHLEY 1945.
 QS0708'
 QS0708'TO REACH THE STATION FROM THE WAKPALA POST OFFICE, GO E 1 BLOCK
 QS0708'TO THE WAKPALA HIGH SCHOOL, THENCE LEFT 1 BLOCK, AND THEN
 QS0708'RIGHT ON MAIN TRAVELED ROAD FOR 2.5 MILES TO A CROSS ROAD.
 QS0708'TURN RIGHT ON A GRADED DIRT ROAD AND GO S FOR 1.9 MILES TO A
 QS0708'CROSS ROAD, THENCE TURN LEFT AND GO 1.0 MILE TO A CATTLE GUARD,
 QS0708'CONTINUE ON FOR 0.9 MILE, THENCE LEFT ACROSS PASTURE LAND FOR
 QS0708'0.8 MILE TO THE SUMMIT OF A NARROW RIDGE.  HERE BEAR N AND GO
 QS0708'0.4 MILE TO A GAP IN N-S FENCE LINE.  CROSS FENCE AND GO IN A NE
 QS0708'DIRECTION FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 QS0708'
 QS0708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NE ACROSS PASTURE
 QS0708'LAND FOR 0.25 MILE TO AN E-W FENCE LINE AND THE AZIMUTH MARK
 QS0708'AS DESCRIBED.
 QS0708'
 QS0708'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 QS0708
 QS0708                          STATION RECOVERY (1947)
 QS0708
 QS0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 QS0708'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A SLIGHT
 QS0708'CHANGE IN DESCRIPTION OF HOW TO REACH STATION IS AS FOLLOWS--
 QS0708'
 QS0708'FROM THE POST OFFICE IN WAKPALA, GO EAST ONE BLOCK TO THE HIGH
 QS0708'SCHOOL BUILDING, TURN LEFT 0.05 MILE.  THENCE EAST ON MAIN ROAD
 QS0708'2.5 MILES TO CROSS ROADS.  THENCE SOUTH 1.1 MILES, EAST 1.0
 QS0708'MILE TO WIRE GATE.  CONTINUE SOUTHEASTERLY ON MAIN ROAD 0.75
 QS0708'MILE TO ANOTHER WIRE GATE.  TURN SHARP LEFT, LEAVING THE MAIN
 QS0708'ROAD, FOLLOW DIM TRACK ROAD NORTH 0.55 MILE TO WIRE GATE IN
 QS0708'EAST-WEST FENCE.  TURN RIGHT AND GO EAST ALONG SOUTH SIDE OF
 QS0708'FENCE ON TRACK ROAD 0.5 MILE, PASS THROUGH WIRE GATE AND DRIVE
 QS0708'SOUTHEASTERLY ACROSS COUNTRY 0.15 MILE TO STATION.
 QS0708
 QS0708                          STATION RECOVERY (1964)
 QS0708
 QS0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (KE)
 QS0708'TO REACH FROM THE P.O. IN WAKPALA, GO E. ONE BLOCK TO THE HIGH
 QS0708'SCHOOL, TURN LEFT 0.05 MI. THENCE E. ON MAIN ROAD 2.5 MI
 QS0708'TO X-RDS, THENCE S 2.1 MI., THENCE E 1.0 MI TO CATTLE GUARD,
 QS0708'CONTINUE SE ON MAIN ROAD FOR 0.4 MI.  TURN LEFT ONTO TRACK
 QS0708'RD.  GO NE FOR 0.3 MI TO FE. COR. AND GATE, PASS THROUGH
 QS0708'GATE AND FOLLOW TRACK RD FOR 0.5 MI DUE E TO FE.COR.  STATION IS
 QS0708'695 FT SE OF FE.COR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0709 ***********************************************************************
 QS0709  DESIGNATION -  ASHLEY
 QS0709  PID         -  QS0709
 QS0709  STATE/COUNTY-  SD/CORSON
 QS0709  COUNTRY     -  US
 QS0709  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0709
 QS0709                         *CURRENT SURVEY CONTROL
 QS0709  ______________________________________________________________________
 QS0709* NAD 83(1996) POSITION- 45 37 47.78142(N) 100 26 18.67232(W)   ADJUSTED
 QS0709* NAVD 88 ORTHO HEIGHT -   567.    (meters)     1860.    (feet) SCALED
 QS0709  ______________________________________________________________________
 QS0709  GEOID HEIGHT    -        -21.781 (meters)                     GEOID18
 QS0709  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 QS0709  HORZ ORDER      -  SECOND
 QS0709
 QS0709.The horizontal coordinates were established by classical geodetic methods
 QS0709.and adjusted by the National Geodetic Survey in January 1998.
 QS0709
 QS0709.The orthometric height was scaled from a topographic map.
 QS0709
 QS0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0709.GEOID18 height accuracy estimate available here.
 QS0709
 QS0709.Click photographs - Photos may exist for this station.
 QS0709
 QS0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0709
 QS0709. The following values were computed from the NAD 83(1996) position.
 QS0709
 QS0709;                    North         East     Units Scale Factor Converg.
 QS0709;SPC SD N     -   199,742.244   565,805.549   MT  0.99999013   -0 18 37.3
 QS0709;SPC SD N     -   655,321.01  1,856,313.71   sFT  0.99999013   -0 18 37.3
 QS0709;UTM  14      - 5,053,938.852   387,872.071   MT  0.99975457   -1 01 42.3
 QS0709
 QS0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0709!SPC SD N     -   0.99991447  x   0.99999013  =   0.99990460
 QS0709!UTM  14      -   0.99991447  x   0.99975457  =   0.99966906
 QS0709
 QS0709:                Primary Azimuth Mark                     Grid Az
 QS0709:SPC SD N     -  ROTH                                     112 26 52.6
 QS0709:UTM  14      -  ROTH                                     113 09 57.6
 QS0709
 QS0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8787253938(NAD 83)
 QS0709
 QS0709|---------------------------------------------------------------------|
 QS0709| PID    Reference Object                     Distance      Geod. Az  |
 QS0709|                                                           dddmmss.s |
 QS0709| QS0702 ROTH                                APPROX. 7.7 KM 1120815.3 |
 QS0709|---------------------------------------------------------------------|
 QS0709
 QS0709                          SUPERSEDED SURVEY CONTROL
 QS0709
 QS0709  NAD 83(1986)-  45 37 47.77225(N)    100 26 18.66981(W) AD(       ) 2
 QS0709  NAD 27      -  45 37 47.79400(N)    100 26 17.18700(W) AD(       ) 2
 QS0709  MORC        -  45 37 45.15000(N)    100 26 16.76000(W) AD(       ) 3
 QS0709
 QS0709.Superseded values are not recommended for survey control.
 QS0709
 QS0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0709.See file dsdata.pdf to determine how the superseded data were derived.
 QS0709
 QS0709_MARKER: Z = SEE DESCRIPTION
 QS0709_SETTING: 0 = UNSPECIFIED SETTING
 QS0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0709
 QS0709  HISTORY     - Date     Condition        Report By
 QS0709  HISTORY     - 1889     MONUMENTED       MORC
 QS0709  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QS0709
 QS0709                          STATION DESCRIPTION
 QS0709
 QS0709'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0709'LOCATED ON RIGHT BANK, ON SOUTH END OF A RIDGE, JUST BACK OF
 QS0709'THE HEAD OF ASHLEY ISLAND.
 QS0709
 QS0709                          STATION RECOVERY (1945)
 QS0709
 QS0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0709'THE POSITION OF THE MISSOURI RIVER COMMISSION MARK, WHICH WAS
 QS0709'LEANING, DOES NOT AGREE WITH THE POSITION OF THE OLD MISSOURI
 QS0709'RIVER COMMISSION STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0603 ***********************************************************************
 PS0603  DESIGNATION -  ASHTON
 PS0603  PID         -  PS0603
 PS0603  STATE/COUNTY-  SD/SPINK
 PS0603  COUNTRY     -  US
 PS0603  USGS QUAD   -  ASHTON (2017)
 PS0603
 PS0603                         *CURRENT SURVEY CONTROL
 PS0603  ______________________________________________________________________
 PS0603* NAD 83(1996) POSITION- 44 58 07.34332(N) 098 25 52.91823(W)   ADJUSTED
 PS0603* NAVD 88 ORTHO HEIGHT -   396.    (meters)     1299.    (feet) SCALED
 PS0603  ______________________________________________________________________
 PS0603  GEOID HEIGHT    -        -24.336 (meters)                     GEOID18
 PS0603  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 PS0603  HORZ ORDER      -  FIRST
 PS0603
 PS0603.The horizontal coordinates were established by classical geodetic methods
 PS0603.and adjusted by the National Geodetic Survey in January 1998.
 PS0603
 PS0603.The orthometric height was scaled from a topographic map.
 PS0603
 PS0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0603.GEOID18 height accuracy estimate available here.
 PS0603
 PS0603.Click photographs - Photos may exist for this station.
 PS0603
 PS0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0603
 PS0603. The following values were computed from the NAD 83(1996) position.
 PS0603
 PS0603;                    North         East     Units Scale Factor Converg.
 PS0603;SPC SD N     -   127,363.959   723,733.969   MT  0.99994014   +1 06 36.7
 PS0603;SPC SD N     -   417,859.92  2,374,450.53   sFT  0.99994014   +1 06 36.7
 PS0603;UTM  14      - 4,979,631.355   544,841.434   MT  0.99962472   +0 24 06.7
 PS0603
 PS0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0603!SPC SD N     -   0.99994169  x   0.99994014  =   0.99988183
 PS0603!UTM  14      -   0.99994169  x   0.99962472  =   0.99956643
 PS0603
 PS0603:                Primary Azimuth Mark                     Grid Az
 PS0603:SPC SD N     -  ASHTON AZ MK                             181 23 42.6
 PS0603:UTM  14      -  ASHTON AZ MK                             182 06 12.6
 PS0603
 PS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4484179631(NAD 83)
 PS0603
 PS0603|---------------------------------------------------------------------|
 PS0603| PID    Reference Object                     Distance      Geod. Az  |
 PS0603|                                                           dddmmss.s |
 PS0603| CO4256 ASHTON RM 1                          22.461 METERS 08809     |
 PS0603| PS0601 FRANKFORT ST ANNS CATH CHURCH       APPROX.14.1 KM 1342457.8 |
 PS0603| PS0600 FRANKFORT METH CHURCH FINIAL        APPROX.14.2 KM 1352514.1 |
 PS0603| CO4255 ASHTON AZ MK                                       1823019.3 |
 PS0603| CO4257 ASHTON RM 2                          25.634 METERS 18307     |
 PS0603| PS0634 REDFIELD PLAINVIEW ACADEMY CUP      APPROX.13.6 KM 2064839.4 |
 PS0603| PS0631 REDFIELD ST BERNARDS CATH CH        APPROX.12.1 KM 2123806.8 |
 PS0603|---------------------------------------------------------------------|
 PS0603
 PS0603                          SUPERSEDED SURVEY CONTROL
 PS0603
 PS0603  NAD 83(1986)-  44 58 07.34498(N)    098 25 52.91307(W) AD(       ) 1
 PS0603  NAD 27      -  44 58 07.44100(N)    098 25 51.57800(W) AD(       ) 1
 PS0603
 PS0603.Superseded values are not recommended for survey control.
 PS0603
 PS0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0603.See file dsdata.pdf to determine how the superseded data were derived.
 PS0603
 PS0603_MARKER: DS = TRIANGULATION STATION DISK
 PS0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0603_STAMPING: ASHTON 1935
 PS0603_MARK LOGO: CGS
 PS0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0603+STABILITY: SURFACE MOTION
 PS0603
 PS0603  HISTORY     - Date     Condition        Report By
 PS0603  HISTORY     - 1935     MONUMENTED       CGS
 PS0603
 PS0603                          STATION DESCRIPTION
 PS0603
 PS0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0603'THIS STATION IS LOCATED IN THE NW CORNER OF SEC. 9, T 117
 PS0603'N, R 63 W, GREAT BEND TOWNSHIP, 1.75 MILES S AND 3.25 MILES E
 PS0603'OF ASHTON, S.DAK., 50 FEET SE OF THE SECTION CORNER AND
 PS0603'CROSSROADS, 36 FEET S OF THE CENTER LINE OF THE ROAD, 36 FEET
 PS0603'E OF THE CENTER LINE OF THE ROAD, 4 FEET SE OF THE RIGHT-OF-WAY
 PS0603'FENCE CORNER, IN THE NW CORNER OF A CULTIVATED FIELD.  THE
 PS0603'MARK PROJECTS 9 INCHES.
 PS0603'
 PS0603'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0603'BRONZE DISKS SET IN CONCRETE.
 PS0603'
 PS0603'REFERENCE MARK NO. 1 IS E OF THE STATION, 32 FEET S OF THE
 PS0603'CENTER LINE OF THE ROAD, 1 FOOT N OF THE RIGHT-OF-WAY FENCE,
 PS0603'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS S OF THE
 PS0603'STATION, 32 FEET E OF THE CENTER LINE OF THE ROAD, 1 FOOT W
 PS0603'OF THE RIGHT-OF-WAY FENCE, AND PROJECTS 12 INCHES.
 PS0603'
 PS0603'THE AZIMUTH MARK IS S OF THE STATION, 35 FEET W OF THE CENTER
 PS0603'LINE OF THE ROAD, 1 FOOT E OF THE RIGHT-OF-WAY FENCE, AND
 PS0603'PROJECTS 10 INCHES.
 PS0603'
 PS0603'TO REACH THE STATION FROM THE E JUNCTION OF U.S. HIGHWAYS
 PS0603'212 AND 281 GO N ON U.S. HIGHWAY 281 FOR 6.6 MILES TO CROSSROADS,
 PS0603'TURN RIGHT (E) ON THE GRADED DIRT ROAD AND GO 4.0 MILES TO
 PS0603'CROSSROADS AND STATION.
 PS0603'
 PS0603'LIGHTS 74 FEET ABOVE LOVOLD, HARMONY, AND LINCOLN ARE VISIBLE
 PS0603'FROM THE GROUND.
 PS0603'
 PS0603'A LIGHT 8 FEET ABOVE BALD 1934 COMES INTO VIEW AT 15 FEET.
 PS0603'
 PS0603'A LIGHT 60 FEET ABOVE GROVE 1934 COMES INTO VIEW AT 10 FEET.
 PS0603'
 PS0603'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0604 ***********************************************************************
 PS0604  DESIGNATION -  ASHTON MUNICIPAL TANK
 PS0604  PID         -  PS0604
 PS0604  STATE/COUNTY-  SD/SPINK
 PS0604  COUNTRY     -  US
 PS0604  USGS QUAD   -  ASHTON (2017)
 PS0604
 PS0604                         *CURRENT SURVEY CONTROL
 PS0604  ______________________________________________________________________
 PS0604* NAD 83(1996) POSITION- 44 59 42.63713(N) 098 29 56.32874(W)   ADJUSTED
 PS0604  ______________________________________________________________________
 PS0604  GEOID HEIGHT    -        -24.322 (meters)                     GEOID18
 PS0604  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 PS0604  HORZ ORDER      -  THIRD
 PS0604
 PS0604.The horizontal coordinates were established by classical geodetic methods
 PS0604.and adjusted by the National Geodetic Survey in January 1998.
 PS0604
 PS0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0604.GEOID18 height accuracy estimate available here.
 PS0604
 PS0604.Click photographs - Photos may exist for this station.
 PS0604
 PS0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0604
 PS0604. The following values were computed from the NAD 83(1996) position.
 PS0604
 PS0604;                    North         East     Units Scale Factor Converg.
 PS0604;SPC SD N     -   130,203.866   718,346.657   MT  0.99993959   +1 03 44.4
 PS0604;SPC SD N     -   427,177.18  2,356,775.66   sFT  0.99993959   +1 03 44.4
 PS0604;UTM  14      - 4,982,536.708   539,491.337   MT  0.99961918   +0 21 15.3
 PS0604
 PS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3949182536(NAD 83)
 PS0604
 PS0604                          SUPERSEDED SURVEY CONTROL
 PS0604
 PS0604  NAD 83(1986)-  44 59 42.63933(N)    098 29 56.32399(W) AD(       ) 3
 PS0604  NAD 27      -  44 59 42.73300(N)    098 29 54.99100(W) AD(       ) 3
 PS0604
 PS0604.Superseded values are not recommended for survey control.
 PS0604
 PS0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0604.See file dsdata.pdf to determine how the superseded data were derived.
 PS0604
 PS0604_MARKER: 53 = ELEVATED TANK
 PS0604
 PS0604  HISTORY     - Date     Condition        Report By
 PS0604  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0604  HISTORY     - 1935     GOOD             CGS
 PS0604
 PS0604                          STATION DESCRIPTION
 PS0604
 PS0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0604'POINT OBSERVED UPON WAS THE FINIAL OF TANK.  THIS IS A MUNICIPAL
 PS0604'TANK LOCATED IN THE CENTER OF TOWN, N OF MAIN STREET.  THIS
 PS0604'TANK IS 80 FEET HIGH AND WAS BUILT IN 1917.
 PS0604'
 PS0604'STATION WAS OBSERVED UPON FROM GROVE, BRILL, BALD, AND REDFIELD.
 PS0604
 PS0604                          STATION RECOVERY (1935)
 PS0604
 PS0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0604'THIS STATION IS THE CENTER OF THE ASHTON MUNICIPAL WATER TANK.
 PS0604'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND
 PS0604'HAS A BALL AT THE TIP WITH A LIGHT ABOVE THE BALL.  IT IS
 PS0604'SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.
 PS0604'THE PLATFORM AND LEGS ARE PAINTED BLACK AND THE BOWL IS PAINTED
 PS0604'SILVER.  THE TANK IS ABOUT 100 FEET HIGH AND IS VERY PROMINENT.
 PS0604'IT WAS ERECTED IN 1922.  THE TANK IS AT THE W EDGE OF THE
 PS0604'BUSINESS DISTRICT OF ASHTON, ABOUT 100 FEET N OF THE MAIN STREET
 PS0604'OF TOWN AND ABOUT 125 FEET E OF THE THIRD STREET W OF THE
 PS0604'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACKS.
 PS0604'
 PS0604'THE STATION WAS OBSERVED UPON FROM ASHTON, LOVOLD, BALD, AND
 PS0604'GROVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0632 ***********************************************************************
 PS0632  DESIGNATION -  ASHTON PUB SCHOOL BRICK STACK
 PS0632  PID         -  PS0632
 PS0632  STATE/COUNTY-  SD/SPINK
 PS0632  COUNTRY     -  US
 PS0632  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0632
 PS0632                         *CURRENT SURVEY CONTROL
 PS0632  ______________________________________________________________________
 PS0632* NAD 83(1996) POSITION- 44 59 36.22183(N) 098 30 10.32293(W)   ADJUSTED
 PS0632  ______________________________________________________________________
 PS0632  GEOID HEIGHT    -        -24.319 (meters)                     GEOID18
 PS0632  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 PS0632  HORZ ORDER      -  THIRD
 PS0632
 PS0632.The horizontal coordinates were established by classical geodetic methods
 PS0632.and adjusted by the National Geodetic Survey in January 1998.
 PS0632
 PS0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0632.GEOID18 height accuracy estimate available here.
 PS0632
 PS0632.Click photographs - Photos may exist for this station.
 PS0632
 PS0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0632
 PS0632. The following values were computed from the NAD 83(1996) position.
 PS0632
 PS0632;                    North         East     Units Scale Factor Converg.
 PS0632;SPC SD N     -   130,000.197   718,043.865   MT  0.99993962   +1 03 34.5
 PS0632;SPC SD N     -   426,508.98  2,355,782.25   sFT  0.99993962   +1 03 34.5
 PS0632;UTM  14      - 4,982,336.860   539,186.149   MT  0.99961888   +0 21 05.4
 PS0632
 PS0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3918682336(NAD 83)
 PS0632
 PS0632                          SUPERSEDED SURVEY CONTROL
 PS0632
 PS0632  NAD 83(1986)-  44 59 36.22395(N)    098 30 10.31809(W) AD(       ) 3
 PS0632  NAD 27      -  44 59 36.32300(N)    098 30 08.98200(W) AD(       ) 3
 PS0632
 PS0632.Superseded values are not recommended for survey control.
 PS0632
 PS0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0632.See file dsdata.pdf to determine how the superseded data were derived.
 PS0632
 PS0632_MARKER: 63 = STACK
 PS0632
 PS0632  HISTORY     - Date     Condition        Report By
 PS0632  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0632  HISTORY     - 1935     GOOD             CGS
 PS0632
 PS0632                          STATION DESCRIPTION
 PS0632
 PS0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0632'STATION IS THE CENTER OF RED BRICK STACK, LOCATED IN WESTERN
 PS0632'PART OF TOWN ON (RED BRICK BUILDING) PUBLIC SCHOOL BUILDING.
 PS0632'
 PS0632'THE STATION WAS OBSERVED FROM BRILL, GROVE, AND BALD.
 PS0632
 PS0632                          STATION RECOVERY (1935)
 PS0632
 PS0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0632'THIS STATION IS THE CENTER OF THE SQUARE BRICK STACK ON THE
 PS0632'ASHTON PUBLIC SCHOOL.  THE SCHOOL IS A TWO STORY RED BRICK
 PS0632'BUILDING WITH A SQUARE RED BRICK STACK AT THE W CENTER.  THE
 PS0632'STACK HAS A CONCRETE CORBEL AT THE TOP AND A NARROW VERTICAL
 PS0632'CONCRETE STRIP ON EACH SIDE.  IT IS ABOUT 60 FEET HIGH AND
 PS0632'IS NOT VERY PROMINENT.
 PS0632'
 PS0632'THE SCHOOL IS AT THE W EDGE OF ASHTON, AT THE SW CORNER OF
 PS0632'THE MOST EASTERLY STREET IN TOWN AND THE FIRST STREET S OF
 PS0632'THE MAIN STREET OF TOWN, ABOUT 1/4 MILE SW OF THE MUNICIPAL
 PS0632'WATER TANK AND ABOUT 650 FEET S OF THE SPIRE ON THE CONGREGATIONAL
 PS0632'CHURCH.
 PS0632'
 PS0632'THE STATION WAS OBSERVED FROM BRILL, GROVE, AND BALD IN 1934
 PS0632'AND FROM ASHTON IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0703 ***********************************************************************
 QS0703  DESIGNATION -  ASKE
 QS0703  PID         -  QS0703
 QS0703  STATE/COUNTY-  SD/WALWORTH
 QS0703  COUNTRY     -  US
 QS0703  USGS QUAD   -  MOBRIDGE (2017)
 QS0703
 QS0703                         *CURRENT SURVEY CONTROL
 QS0703  ______________________________________________________________________
 QS0703* NAD 83(1996) POSITION- 45 33 48.85327(N) 100 22 55.78276(W)   ADJUSTED
 QS0703* NAVD 88 ORTHO HEIGHT -   596.    (meters)     1955.    (feet) SCALED
 QS0703  ______________________________________________________________________
 QS0703  GEOID HEIGHT    -        -21.887 (meters)                     GEOID18
 QS0703  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 QS0703  HORZ ORDER      -  SECOND
 QS0703
 QS0703.The horizontal coordinates were established by classical geodetic methods
 QS0703.and adjusted by the National Geodetic Survey in January 1998.
 QS0703
 QS0703.The orthometric height was scaled from a topographic map.
 QS0703
 QS0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0703.GEOID18 height accuracy estimate available here.
 QS0703
 QS0703.Click photographs - Photos may exist for this station.
 QS0703
 QS0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0703
 QS0703. The following values were computed from the NAD 83(1996) position.
 QS0703
 QS0703;                    North         East     Units Scale Factor Converg.
 QS0703;SPC SD N     -   192,343.694   570,165.333   MT  0.99997909   -0 16 13.7
 QS0703;SPC SD N     -   631,047.60  1,870,617.43   sFT  0.99997909   -0 16 13.7
 QS0703;UTM  14      - 5,046,488.060   392,137.888   MT  0.99974304   -0 59 13.2
 QS0703
 QS0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0703!SPC SD N     -   0.99990994  x   0.99997909  =   0.99988903
 QS0703!UTM  14      -   0.99990994  x   0.99974304  =   0.99965301
 QS0703
 QS0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9213746488(NAD 83)
 QS0703
 QS0703                          SUPERSEDED SURVEY CONTROL
 QS0703
 QS0703  NAD 83(1986)-  45 33 48.84397(N)    100 22 55.78124(W) AD(       ) 2
 QS0703  NAD 27      -  45 33 48.87100(N)    100 22 54.30800(W) AD(       ) 2
 QS0703  MORC        -  45 33 46.22000(N)    100 22 53.90000(W) AD(       ) 3
 QS0703
 QS0703.Superseded values are not recommended for survey control.
 QS0703
 QS0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0703.See file dsdata.pdf to determine how the superseded data were derived.
 QS0703
 QS0703_MARKER: Z = SEE DESCRIPTION
 QS0703_SETTING: 0 = UNSPECIFIED SETTING
 QS0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0703
 QS0703  HISTORY     - Date     Condition        Report By
 QS0703  HISTORY     - 1889     MONUMENTED       MORC
 QS0703  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QS0703
 QS0703                          STATION DESCRIPTION
 QS0703
 QS0703'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0703'LOCATED ON LEFT BANK, ON THE CREST OF A ROUND-TOPPED HILL,
 QS0703'ABOUT 5 MILES E FROM THE MOUTH OF GRAND RIVER, AND ABOUT 500
 QS0703'FEET E, FROM A SURVEYED ROAD.  THE STATION IS PROBABLY IN THE
 QS0703'SE 1/4 NW 1/4 SEC. 15, T. 124 N., R. 79 W.
 QS0703
 QS0703                          STATION RECOVERY (1945)
 QS0703
 QS0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0703'THIS STATION HILL IS UNDER CULTIVATION AND WAS NEWLY PLOWED.
 QS0703'THERE WAS NO EVIDENCE THAT A MARK HAD EVER EXISTED.  LOCAL
 QS0703'INQUIRY PROVED NO MARK HAD BEEN HERE FOR 35 YEARS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0737 ***********************************************************************
 PS0737  DESIGNATION -  ASMUSSEN
 PS0737  PID         -  PS0737
 PS0737  STATE/COUNTY-  SD/HYDE
 PS0737  COUNTRY     -  US
 PS0737  USGS QUAD   -  HARROLD NW (2017)
 PS0737
 PS0737                         *CURRENT SURVEY CONTROL
 PS0737  ______________________________________________________________________
 PS0737* NAD 83(1996) POSITION- 44 44 10.39860(N) 099 40 25.76802(W)   ADJUSTED
 PS0737* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PS0737  ______________________________________________________________________
 PS0737  GEOID HEIGHT    -        -23.023 (meters)                     GEOID18
 PS0737  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 PS0737  HORZ ORDER      -  SECOND
 PS0737
 PS0737.The horizontal coordinates were established by classical geodetic methods
 PS0737.and adjusted by the National Geodetic Survey in January 1998.
 PS0737
 PS0737.The orthometric height was scaled from a topographic map.
 PS0737
 PS0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0737.GEOID18 height accuracy estimate available here.
 PS0737
 PS0737.Click photographs - Photos may exist for this station.
 PS0737
 PS0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0737
 PS0737. The following values were computed from the NAD 83(1996) position.
 PS0737
 PS0737;                    North         East     Units Scale Factor Converg.
 PS0737;SPC SD N     -   100,382.849   625,834.383   MT  0.99995414   +0 13 51.0
 PS0737;SPC SD N     -   329,339.40  2,053,258.30   sFT  0.99995414   +0 13 51.0
 PS0737;UTM  14      - 4,953,869.480   446,649.204   MT  0.99963500   -0 28 27.4
 PS0737
 PS0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0737!SPC SD N     -   0.99991513  x   0.99995414  =   0.99986927
 PS0737!UTM  14      -   0.99991513  x   0.99963500  =   0.99955016
 PS0737
 PS0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4664953869(NAD 83)
 PS0737
 PS0737                          SUPERSEDED SURVEY CONTROL
 PS0737
 PS0737  NAD 83(1986)-  44 44 10.39446(N)    099 40 25.77477(W) AD(       ) 2
 PS0737  NAD 27      -  44 44 10.45100(N)    099 40 24.35600(W) AD(       ) 2
 PS0737
 PS0737.Superseded values are not recommended for survey control.
 PS0737
 PS0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0737.See file dsdata.pdf to determine how the superseded data were derived.
 PS0737
 PS0737_MARKER: DS = TRIANGULATION STATION DISK
 PS0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0737_STAMPING: ASMUSSEN 1951
 PS0737_MARK LOGO: CGS
 PS0737_PROJECTION: FLUSH
 PS0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0737+STABILITY: SURFACE MOTION
 PS0737
 PS0737  HISTORY     - Date     Condition        Report By
 PS0737  HISTORY     - 1951     MONUMENTED       CGS
 PS0737  HISTORY     - 1977     GOOD             NGS
 PS0737
 PS0737                          STATION DESCRIPTION
 PS0737
 PS0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0737'STATION IS LOCATED ABOUT 14-1/2 MILES NORTH NORTHEAST OF
 PS0737'HARROLD AND 14 MILES NORTH NORTHWEST OF HOLABIRD ON A SMALL
 PS0737'HILL THAT HAS SEVERAL SCATTERED PILES OF ROCKS.  STATION IS
 PS0737'107 FEET SOUTH OF FENCE AND 9 FEET SOUTHWEST OF WITNESS POST.
 PS0737'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 PS0737'ASMUSSEN 1951.
 PS0737'
 PS0737'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF FENCE.  THE MARK
 PS0737'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ASMUSSEN NO
 PS0737'1 1951.
 PS0737'
 PS0737'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS
 PS0737'STAMPED ASMUSSEN NO 2 1951.
 PS0737'
 PS0737'AZIMUTH MARK IS 47 FEET EAST OF THE APPROXIMATE CENTERLINE
 PS0737'OF GRADED ROAD, 2 FEET NORTH OF WITNESS POST AND IN FENCELINE.
 PS0737'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ASMUSSEN
 PS0737'1951.
 PS0737'
 PS0737'TO REACH FROM THE POST OFFICE IN HOLABIRD GO WEST ON U.S.
 PS0737'HIGHWAY 14 FOR 0.2 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH
 PS0737'ON GRAVEL ROAD FOR 1.4 MILES TO T INTERSECTION.  TURN LEFT AND
 PS0737'GO WEST FOR 0.5 MILE TO T INTERSECTION.  TURN RIGHT AND GO
 PS0737'NORTH ON GRAVEL ROAD FOR 11.0 MILES TO SIDE ROAD LEFT.  TURN
 PS0737'LEFT AND GO WEST ON GRADED ROAD FOR 3.0 MILES TO CROSSROADS.
 PS0737'TURN RIGHT AND GO NORTH FOR 1.5 MILES TO AZIMUTH MARK ON
 PS0737'RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR
 PS0737'0.5 MILE TO FENCE CORNER AND FARM ROAD RIGHT.  TURN RIGHT AND
 PS0737'GO EAST ALONG SOUTH SIDE OF FENCE FOR ABOUT 0.05 MILE TO TOP
 PS0737'OF HILL AND STATION AS DESCRIBED.
 PS0737'
 PS0737'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PS0737
 PS0737                          STATION RECOVERY (1977)
 PS0737
 PS0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PS0737'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PS0737'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY FARM MACHINERY,
 PS0737'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 PS0737'
 PS0737'STATION IS LOCATED ABOUT 14-1/2 MILES NORTH-NORTHEAST OF HARROLD,
 PS0737'ABOUT 14 MILES NORTH-NORTHWEST OF HOLABIRD ON A SMALL KNOLL WHICH
 PS0737'IS UNDER CULTIVATION AND ON THE PROPERTY OF MR. STANLEY ASMUSSEN
 PS0737'AGAR, SOUTH DAKOTA.
 PS0737'
 PS0737'TO REACH THE STATION FROM THE POST OFFICE IN HOLABIRD, GO WEST ON
 PS0737'U.S. HIGHWAY 14 FOR 0.2 MILE TO CROSSROADS, TURN RIGHT, GO NORTH ON
 PS0737'HYDE COUNTY ROAD 649 FOR 1.45 MILES TO A T INTERSECTION, TURN LEFT,
 PS0737'GO WEST FOR 0.5 MILE TO A T INTERSECTION, TURN RIGHT, GO NORTH ON
 PS0737'GRAVEL ROAD FOR 11.1 MILES TO SIDE ROAD LEFT AND SIGN BAR JZ
 PS0737'POLLED HERFORDS.  TURN LEFT, GO WEST ON GRAVEL ROAD FOR 3.0 MILES
 PS0737'TO A SIDE ROAD, TURN RIGHT, GO NORTH ON GRAVEL ROAD FOR 1.5 MILES
 PS0737'TO AZIMUTH MARK ON RIGHT, CONTINUE NORTH 0.5 MILE TO A FIELD ROAD
 PS0737'RIGHT, TURN RIGHT, GO EAST FOR 320 FEET ALONG SOUTH SIDE OF FENCE
 PS0737'TO THE REFERENCE MARKS IN FENCE LINE AND STATION ON RIGHT.
 PS0737'
 PS0737'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 PS0737'MONUMENT FLUSH WITH GROUND AND IS STAMPED ASMUSSEN 1951.  IT IS 319
 PS0737'FEET EAST OF CENTER OF ROAD, 105 FEET SOUTH OF FENCE, 2.3 FEET
 PS0737'SOUTHEAST OF A 6 INCH ROUND WOODEN POST, 2.3 FEET SOUTHWEST OF A
 PS0737'6 INCH ROUND WOODEN POST AND 1.2 FEET NORTHWEST OF WITNESS POST.
 PS0737'
 PS0737'REFERENCE MARK 3 A STANDARD DISK SET IN TOP OF 12 INCH ROUND CONCRETE
 PS0737'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED ASMUSSEN 1951 NO 3
 PS0737'1977.  IT IS 370 FEET EAST OF CENTER OF ROAD, 118.1 FEET NORTHEAST
 PS0737'OF WITNESS POST.  80 FEET EAST OF A WITNESS SIGN NAILED ON FENCE
 PS0737'POST AND 1 FOOT SOUTH OF FENCE.
 PS0737'
 PS0737'REFERENCE MARK 4 A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 PS0737'MONUMENT FLUSH WITH GROUND AND IS STAMPED ASMUSSEN 1951 NO 4 1977.
 PS0737'IT IS 276 FEET EAST OF CENTER OF ROAD, 113.5 FEET NORTHWEST OF
 PS0737'WITNESS POST, 14.2 FEET WEST OF A WITNESS SIGN NAILED ON FENCE
 PS0737'POST AND 1 FOOT SOUTH OF FENCE.
 PS0737'
 PS0737'AZIMUTH MARK A STANDARD DISK SET TOP OF 7 INCH SQUARE CONCRETE
 PS0737'MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND IS STAMPED ASMUSSEN
 PS0737'1951.  IT IS 115 SOUTH OF FENCE CORNER, 78.5 FEET NORTH OF POWER
 PS0737'POLE, 47 FEET EAST OF CENTER OF ROAD, 1.8 FEET NORTH OF WITNESS
 PS0737'POST AND 0.6 FEET EAST FENCE.
 PS0737'
 PS0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 PS0737'NORTH-NORTHWEST OF HOLABIRD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0386 ***********************************************************************
 QQ0386  DESIGNATION -  ASPEN
 QQ0386  PID         -  QQ0386
 QQ0386  STATE/COUNTY-  SD/DAY
 QQ0386  COUNTRY     -  US
 QQ0386  USGS QUAD   -  EDEN (2017)
 QQ0386
 QQ0386                         *CURRENT SURVEY CONTROL
 QQ0386  ______________________________________________________________________
 QQ0386* NAD 83(1996) POSITION- 45 32 41.16758(N) 097 25 56.85339(W)   ADJUSTED
 QQ0386* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 QQ0386  ______________________________________________________________________
 QQ0386  GEOID HEIGHT    -        -25.173 (meters)                     GEOID18
 QQ0386  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 QQ0386  HORZ ORDER      -  THIRD
 QQ0386
 QQ0386.The horizontal coordinates were established by classical geodetic methods
 QQ0386.and adjusted by the National Geodetic Survey in January 1998.
 QQ0386
 QQ0386.The orthometric height was scaled from a topographic map.
 QQ0386
 QQ0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0386.GEOID18 height accuracy estimate available here.
 QQ0386
 QQ0386.Click photographs - Photos may exist for this station.
 QQ0386
 QQ0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0386
 QQ0386. The following values were computed from the NAD 83(1996) position.
 QQ0386
 QQ0386;                    North         East     Units Scale Factor Converg.
 QQ0386;SPC SD N     -   193,363.008   800,476.532   MT  0.99997620   +1 49 01.7
 QQ0386;SPC SD N     -   634,391.80  2,626,230.09   sFT  0.99997620   +1 49 01.7
 QQ0386;UTM  14      - 5,044,665.207   622,369.582   MT  0.99978410   +1 07 08.6
 QQ0386
 QQ0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0386!SPC SD N     -   0.99991267  x   0.99997620  =   0.99988887
 QQ0386!UTM  14      -   0.99991267  x   0.99978410  =   0.99969678
 QQ0386
 QQ0386:                Primary Azimuth Mark                     Grid Az
 QQ0386:SPC SD N     -  ASPEN AZ MK                              073 30 33.6
 QQ0386:UTM  14      -  ASPEN AZ MK                              074 12 26.7
 QQ0386
 QQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2236944665(NAD 83)
 QQ0386
 QQ0386|---------------------------------------------------------------------|
 QQ0386| PID    Reference Object                     Distance      Geod. Az  |
 QQ0386|                                                           dddmmss.s |
 QQ0386| CO4263 ASPEN AZ MK                                        0751935.3 |
 QQ0386| CO4264 ASPEN RM 1                            8.392 METERS 09817     |
 QQ0386| CO4265 ASPEN RM 2                            9.065 METERS 19640     |
 QQ0386|---------------------------------------------------------------------|
 QQ0386
 QQ0386                          SUPERSEDED SURVEY CONTROL
 QQ0386
 QQ0386  NAD 83(1986)-  45 32 41.16564(N)    097 25 56.84288(W) AD(       ) 3
 QQ0386  NAD 27      -  45 32 41.32139(N)    097 25 55.51301(W) AD(       ) 3
 QQ0386
 QQ0386.Superseded values are not recommended for survey control.
 QQ0386
 QQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0386.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0386
 QQ0386_MARKER: DS = TRIANGULATION STATION DISK
 QQ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0386_STAMPING: ASPEN 1952
 QQ0386_MARK LOGO: CGS
 QQ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0386+STABILITY: SURFACE MOTION
 QQ0386
 QQ0386  HISTORY     - Date     Condition        Report By
 QQ0386  HISTORY     - 1952     MONUMENTED       CGS
 QQ0386
 QQ0386                          STATION DESCRIPTION
 QQ0386
 QQ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0386'THE STATION IS IN SECTION 16, T 124 N, R 54 W, ON A ROCKY MOUND
 QQ0386'IN PASTURE LAND, 5 MILES SOUTH AND 1/2 MILE WEST OF EDEN AND 7
 QQ0386'FEET NORTH-NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QQ0386'
 QQ0386'TO REACH THE STATION FROM A CROSS ROAD AT THE WEST EDGE OF TOWN
 QQ0386'OF EDEN, GO SOUTH ON A GRAVELED ROAD FOR 2.1 MILES TO A SIDE ROAD
 QQ0386'ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.2 MILE, THENCE LEFT
 QQ0386'(SOUTH) ON THE MAIN GRAVELED ROAD FOR 3.15 MILES TO THE AZIMUTH
 QQ0386'MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE SOUTHERLY FOR 0.25
 QQ0386'MILE TO A T-INTERSECTION, TURN RIGHT (WEST) AND GO FOR 0.25 MILE
 QQ0386'TO A GATE ON THE RIGHT, GO THROUGH GATE AND GO
 QQ0386'NORTH-NORTHEASTERLY FOR ABOUT 100 YARDS TO A SMALL ROCKY MOUND
 QQ0386'AND THE STATION.
 QQ0386'
 QQ0386'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ASPEN
 QQ0386'1952.
 QQ0386'
 QQ0386'REFERENCE MARK 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED ASPEN
 QQ0386'NO 1 1952.
 QQ0386'
 QQ0386'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED ASPEN
 QQ0386'NO 2 1952.
 QQ0386'
 QQ0386'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF THE GRAVELED
 QQ0386'ROAD, 13 FEET SOUTH OF A POWERLINE POLE AND 1 FOOT WEST OF A
 QQ0386'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES
 QQ0386'AND THE DISK IS STAMPED ASPEN 1952.
 QQ0386'
 QQ0386'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0942 ***********************************************************************
 QS0942  DESIGNATION -  ATHBOY
 QS0942  PID         -  QS0942
 QS0942  STATE/COUNTY-  SD/CORSON
 QS0942  COUNTRY     -  US
 QS0942  USGS QUAD   -  BLACK HORSE BUTTE (2017)
 QS0942
 QS0942                         *CURRENT SURVEY CONTROL
 QS0942  ______________________________________________________________________
 QS0942* NAD 83(1996) POSITION- 45 34 26.98142(N) 101 58 38.84520(W)   ADJUSTED
 QS0942* NAVD 88 ORTHO HEIGHT -   734.7   (meters)     2410.    (feet) VERTCON3
 QS0942  ______________________________________________________________________
 QS0942  GEOID HEIGHT    -        -19.321 (meters)                     GEOID18
 QS0942  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 QS0942  HORZ ORDER      -  SECOND
 QS0942
 QS0942.The horizontal coordinates were established by classical geodetic methods
 QS0942.and adjusted by the National Geodetic Survey in January 1998.
 QS0942
 QS0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0942
 QS0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0942.GEOID18 height accuracy estimate available here.
 QS0942
 QS0942.Click photographs - Photos may exist for this station.
 QS0942
 QS0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0942
 QS0942. The following values were computed from the NAD 83(1996) position.
 QS0942
 QS0942;                    North         East     Units Scale Factor Converg.
 QS0942;SPC SD N     -   195,335.365   445,667.138   MT  0.99998076   -1 23 58.3
 QS0942;SPC SD N     -   640,862.78  1,462,159.60   sFT  0.99998076   -1 23 58.3
 QS0942;UTM  14      - 5,051,048.415   267,688.361   MT  1.00026357   -2 07 38.3
 QS0942;UTM  13      - 5,051,180.075   735,829.345   MT  1.00028382   +2 09 34.4
 QS0942
 QS0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0942!SPC SD N     -   0.99988785  x   0.99998076  =   0.99986861
 QS0942!UTM  14      -   0.99988785  x   1.00026357  =   1.00015139
 QS0942!UTM  13      -   0.99988785  x   1.00028382  =   1.00017164
 QS0942
 QS0942:                Primary Azimuth Mark                     Grid Az
 QS0942:SPC SD N     -  ATHBOY AZ MK                             270 52 42.7
 QS0942:UTM  14      -  ATHBOY AZ MK                             271 36 22.7
 QS0942:UTM  13      -  ATHBOY AZ MK                             267 19 10.0
 QS0942
 QS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR6768851048(NAD 83)
 QS0942
 QS0942|---------------------------------------------------------------------|
 QS0942| PID    Reference Object                     Distance      Geod. Az  |
 QS0942|                                                           dddmmss.s |
 QS0942| CQ6981 ATHBOY 2 RM 3                        21.990 METERS 02923     |
 QS0942| CQ6978 ATHBOY RM 1                          14.797 METERS 08538     |
 QS0942| CQ6977 ATHBOY AZ MK                                       2692844.4 |
 QS0942| CQ6979 ATHBOY RM 2                          14.403 METERS 27110     |
 QS0942| QS0941 ATHBOY 2                             19.147 METERS 35632     |
 QS0942|---------------------------------------------------------------------|
 QS0942
 QS0942                          SUPERSEDED SURVEY CONTROL
 QS0942
 QS0942  NAD 83(1986)-  45 34 26.97281(N)    101 58 38.84333(W) AD(       ) 2
 QS0942  NAD 27      -  45 34 27.02700(N)    101 58 37.31100(W) AD(       ) 2
 QS0942  NGVD 29 (07/19/86)  734.3    (m)         2409.     (f) VERT ANG       
 QS0942
 QS0942.Superseded values are not recommended for survey control.
 QS0942
 QS0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0942.See file dsdata.pdf to determine how the superseded data were derived.
 QS0942
 QS0942_MARKER: DS = TRIANGULATION STATION DISK
 QS0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0942_STAMPING: ATHBOY 1951
 QS0942_MARK LOGO: CGS
 QS0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0942+STABILITY: SURFACE MOTION
 QS0942
 QS0942  HISTORY     - Date     Condition        Report By
 QS0942  HISTORY     - 1951     MONUMENTED       CGS
 QS0942  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QS0942
 QS0942                          STATION DESCRIPTION
 QS0942
 QS0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0942'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A GRADED DIRT ROAD,
 QS0942'ABOUT 3 MILES NORTH AND 11-3/4 MILES EAST OF MEADOW, 2-1/2
 QS0942'MILES WEST OF THE SMALL SETTLEMENT OF ATHBOY, AND 32 FEET NORTH
 QS0942'OF THE CENTER OF THE DIRT ROAD.
 QS0942'
 QS0942'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73
 QS0942'AND 8, 2.5 MILES EAST OF MEADOW.  GO NORTH ON THE FORMER FOR 3.15
 QS0942'MILES TO A CROSSROADS.  TURN RIGHT, EAST, AND FOLLOW THE MAIN
 QS0942'GRADED DIRT ROAD FOR 5.1 MILES TO A SIDE ROAD ON THE RIGHT.
 QS0942'CONTINUE EASTERLY ON THE MAIN ROAD FOR 3.8 MILES TO THE AZIMUTH
 QS0942'MARK ON THE LEFT AS DESCRIBED.  CONTINUE EASTERLY ON THE GRADED
 QS0942'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 QS0942'
 QS0942'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ATHBOY
 QS0942'1951.
 QS0942'
 QS0942'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF THE CENTER OF THE GRADED
 QS0942'ROAD.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED ATHBOY
 QS0942'NO 1 1951.
 QS0942'
 QS0942'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE CENTER OF THE GRADED
 QS0942'ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED ATHBOY
 QS0942'NO 2 1951.
 QS0942'
 QS0942'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF THE GRADED
 QS0942'ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0942'ATHBOY 1951.
 QS0942'
 QS0942'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QS0942'CYLINDERS.
 QS0942
 QS0942                          STATION RECOVERY (1971)
 QS0942
 QS0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QS0942'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 QS0942'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD
 QS0942'IMPROVEMENTS IT WAS NECESSARY TO MOVE ALL OF THE MARKS.  STATION
 QS0942'ATHBOY 2, REFERENCE MARKS NO. 3 AND NO. 4, AND AN AZIMUTH MARK
 QS0942'WERE ESTABLISHED.  ALL OF THE MARKS OF STATION ATHBOY 1951 WERE
 QS0942'REMOVED AT THIS TIME.
 QS0942'
 QS0942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 30 MILES
 QS0942'SSE OF LEMMON
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0941 ***********************************************************************
 QS0941  DESIGNATION -  ATHBOY 2
 QS0941  PID         -  QS0941
 QS0941  STATE/COUNTY-  SD/CORSON
 QS0941  COUNTRY     -  US
 QS0941  USGS QUAD   -  BLACK HORSE BUTTE (2017)
 QS0941
 QS0941                         *CURRENT SURVEY CONTROL
 QS0941  ______________________________________________________________________
 QS0941* NAD 83(1996) POSITION- 45 34 27.60047(N) 101 58 38.89853(W)   NO CHECK
 QS0941* NAVD 88 ORTHO HEIGHT -   734.48  (+/-2cm)     2409.7   (feet) VERTCON3
 QS0941  ______________________________________________________________________
 QS0941  GEOID HEIGHT    -        -19.321 (meters)                     GEOID18
 QS0941  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 QS0941  HORZ ORDER      -  THIRD
 QS0941  VERT ORDER      -  THIRD ? (See Below)
 QS0941
 QS0941.The horizontal coordinates were established by classical geodetic methods
 QS0941.and adjusted by the National Geodetic Survey in January 1998.
 QS0941
 QS0941.No horizontal observational check was made to the station.
 QS0941
 QS0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0941
 QS0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0941.GEOID18 height accuracy estimate available here.
 QS0941
 QS0941.The vertical order pertains to the NGVD 29 superseded value.
 QS0941
 QS0941.Click photographs - Photos may exist for this station.
 QS0941
 QS0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0941
 QS0941. The following values were computed from the NAD 83(1996) position.
 QS0941
 QS0941;                    North         East     Units Scale Factor Converg.
 QS0941;SPC SD N     -   195,354.499   445,666.449   MT  0.99998078   -1 23 58.3
 QS0941;SPC SD N     -   640,925.55  1,462,157.34   sFT  0.99998078   -1 23 58.3
 QS0941;UTM  14      - 5,051,067.562   267,687.915   MT  1.00026358   -2 07 38.4
 QS0941;UTM  13      - 5,051,199.135   735,827.468   MT  1.00028381   +2 09 34.4
 QS0941
 QS0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0941!SPC SD N     -   0.99988789  x   0.99998078  =   0.99986867
 QS0941!UTM  14      -   0.99988789  x   1.00026358  =   1.00015144
 QS0941!UTM  13      -   0.99988789  x   1.00028381  =   1.00017167
 QS0941
 QS0941:                Primary Azimuth Mark                     Grid Az
 QS0941:SPC SD N     -  ATHBOY 2 AZ MK                           271 20 33.0
 QS0941:UTM  14      -  ATHBOY 2 AZ MK                           272 04 13.1
 QS0941:UTM  13      -  ATHBOY 2 AZ MK                           267 47 00.3
 QS0941
 QS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR6768751067(NAD 83)
 QS0941
 QS0941|---------------------------------------------------------------------|
 QS0941| PID    Reference Object                     Distance      Geod. Az  |
 QS0941|                                                           dddmmss.s |
 QS0941| CQ6981 ATHBOY 2 RM 3                        11.945 METERS 08947     |
 QS0941| QS0942 ATHBOY                               19.147 METERS 17632     |
 QS0941| CQ6977 ATHBOY AZ MK                                       2674103.0 |
 QS0941| CQ6982 ATHBOY 2 RM 4                        11.520 METERS 26917     |
 QS0941| CQ6980 ATHBOY 2 AZ MK                                     2695634.7 |
 QS0941|---------------------------------------------------------------------|
 QS0941
 QS0941                          SUPERSEDED SURVEY CONTROL
 QS0941
 QS0941  NAD 83(1986)-  45 34 27.59186(N)    101 58 38.89666(W) AD(       ) 3
 QS0941  NAD 27      -  45 34 27.64611(N)    101 58 37.36437(W) AD(       ) 3
 QS0941  NGVD 29             734.04   (m)         2408.3    (f) LEVELING    3  
 QS0941
 QS0941.Superseded values are not recommended for survey control.
 QS0941
 QS0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0941.See file dsdata.pdf to determine how the superseded data were derived.
 QS0941
 QS0941_MARKER: DS = TRIANGULATION STATION DISK
 QS0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0941_STAMPING: ATHBOY 2 1971
 QS0941_MARK LOGO: CGS
 QS0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0941+STABILITY: SURFACE MOTION
 QS0941
 QS0941  HISTORY     - Date     Condition        Report By
 QS0941  HISTORY     - 1971     MONUMENTED       NGS
 QS0941
 QS0941                          STATION DESCRIPTION
 QS0941
 QS0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QS0941'THE STATION IS LOCATED ABOUT 30 MILES SOUTH-SOUTHEAST OF LEMMON
 QS0941'AND 12 MILES EAST-NORTHEAST OF MEADOW, ALONG THE NORTH SIDE OF A
 QS0941'GRADED COUNTY ROAD, IN A GRAND RIVER NATIONAL GRASSLAND PASTURE.
 QS0941'
 QS0941'THE STATION MARK IS A STANDARD DISK STAMPED ATHBOY 2 1971, SET
 QS0941'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 QS0941'IS 100 FEET NORTH OF THE CENTER OF THE ROAD, AND 2.9 FEET
 QS0941'WEST OF A METAL WITNESS POST.
 QS0941'
 QS0941'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ATHBOY 2 NO 3
 QS0941'1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QS0941'IT IS 100 FEET NORTH OF THE CENTER OF THE ROAD, AND 36.5 FEET
 QS0941'EAST OF THE METAL WITNESS POST.
 QS0941'
 QS0941'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ATHBOY 2 NO
 QS0941'4 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 QS0941'IT IS 100 FEET NORTH OF THE CENTER OF THE ROAD, AND 41 FEET
 QS0941'WEST OF THE METAL WITNESS POST.
 QS0941'
 QS0941'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ATHBOY 2 1971,
 QS0941'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 QS0941'IS 100 FEET NORTH OF THE CENTER OF THE ROAD, 65 FEET NORTH AND
 QS0941'112 FEET EAST OF A GATE IN THE PRESENT FENCE, 76 FEET SOUTHEAST
 QS0941'OF THE CENTER OF A TRACK ROAD INTO PASTURE, AND 1.4 FEET EAST OF
 QS0941'A METAL WITNESS POST.
 QS0941'
 QS0941'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 12
 QS0941'AND STATE HIGHWAY 73, AT THE WEST EDGE OF LEMMON, GO SOUTH ON
 QS0941'HIGHWAY 73 FOR 12.4 MILES TO THE GRAND RIVER BRIDGE, CONTINUE
 QS0941'SOUTH ON HIGHWAY FOR 13.55 MILES TO A GRADED CROSSROAD AND SIGN,
 QS0941'BLACK HORSE RANCH, TURN LEFT AND GO EAST FOR 9.3 MILES TO THE
 QS0941'AZIMUTH MARK ON THE LEFT ON THE NORTHEAST SLOPE OF A HILL,
 QS0941'CONTINUE EAST FOR 0.35 MILE TO THE STATION ON THE LEFT AS
 QS0941'DESCRIBED ON THE NORTH SLOPE OF A HILL.
 QS0941'
 QS0941'THE U.S. FOREST SERVICE OFFICE IN LEMMON WAS VISITED REGARDS
 QS0941'ESTABLISHING THE STATION IN THE NATIONAL GRASSLAND PASTURE.
 QS0941'
 QS0941'THE DISTANCE R.M. 3 TO R.M. 4 WAS NOT MEASURED AS THEY ARE NEARLY
 QS0941'ON LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0597 ***********************************************************************
 QR0597  DESIGNATION -  ATHOL WHITE DOME FLAGPOLE
 QR0597  PID         -  QR0597
 QR0597  STATE/COUNTY-  SD/SPINK
 QR0597  COUNTRY     -  US
 QR0597  USGS QUAD   -  ATHOL (2017)
 QR0597
 QR0597                         *CURRENT SURVEY CONTROL
 QR0597  ______________________________________________________________________
 QR0597* NAD 83(1996) POSITION- 45 00 36.69033(N) 098 35 48.05921(W)   ADJUSTED
 QR0597  ______________________________________________________________________
 QR0597  GEOID HEIGHT    -        -24.270 (meters)                     GEOID18
 QR0597  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 QR0597  HORZ ORDER      -  THIRD
 QR0597
 QR0597.The horizontal coordinates were established by classical geodetic methods
 QR0597.and adjusted by the National Geodetic Survey in January 1998.
 QR0597
 QR0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0597.GEOID18 height accuracy estimate available here.
 QR0597
 QR0597.Click photographs - Photos may exist for this station.
 QR0597
 QR0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0597
 QR0597. The following values were computed from the NAD 83(1996) position.
 QR0597
 QR0597;                    North         East     Units Scale Factor Converg.
 QR0597;SPC SD N     -   131,733.954   710,615.230   MT  0.99993937   +0 59 35.5
 QR0597;SPC SD N     -   432,197.15  2,331,410.13   sFT  0.99993937   +0 59 35.5
 QR0597;UTM  14      - 4,984,161.688   531,781.904   MT  0.99961242   +0 17 06.9
 QR0597
 QR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3178184161(NAD 83)
 QR0597
 QR0597                          SUPERSEDED SURVEY CONTROL
 QR0597
 QR0597  NAD 83(1986)-  45 00 36.69357(N)    098 35 48.05566(W) AD(       ) 3
 QR0597  NAD 27      -  45 00 36.78800(N)    098 35 46.71200(W) AD(       ) 3
 QR0597
 QR0597.Superseded values are not recommended for survey control.
 QR0597
 QR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0597.See file dsdata.pdf to determine how the superseded data were derived.
 QR0597
 QR0597_MARKER: 62 = FLAGPOLE
 QR0597
 QR0597  HISTORY     - Date     Condition        Report By
 QR0597  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0597  HISTORY     - 1935     GOOD             CGS
 QR0597
 QR0597                          STATION DESCRIPTION
 QR0597
 QR0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0597'POINT OBSERVED UPON IS THE BASE OF FLAGPOLE UPON A PROMINENT
 QR0597'WHITE DOME IN THE CENTER OF THE TOWN AT ATHOL.  BUILDING IS
 QR0597'PROBABLY A SCHOOL OR SOME PUBLIC BUILDING NOT VISITED.
 QR0597'
 QR0597'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS GROVE
 QR0597'AND BRILL.
 QR0597
 QR0597                          STATION RECOVERY (1935)
 QR0597
 QR0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0597'THIS STATION IS PROBABLY THE BASE OF THE FINIAL ON THE CUPOLA
 QR0597'ON THE ATHOL PUBLIC SCHOOL.  THE SCHOOL IS A RED BRICK BUILDING
 QR0597'WITH A SHINGLE HIP ROOF, AND HAS A WHITE CUPOLA AT THE CENTER
 QR0597'OF THE RIDGE OF THE ROOF.  THE CUPOLA IS OCTAGONAL WITH FOUR
 QR0597'LOUVERED SIDES.  THE CUPOLA HAS AN OCTAGONAL DOME, WHICH
 QR0597'FORMS WIDE EAVES OVER THE CUPOLA.  THERE IS A SQUARE FINIAL
 QR0597'WITH BALL AT THE TIP AT THE CENTER OF THE DOME.  THE CUPOLA IS
 QR0597'ABOUT 50 FEET HIGH AND IS NOT VERY PROMINENT.  THERE IS A
 QR0597'FLAGSTAFF AT THE N CENTER OF THE BUILDING OVER THE ENTRANCE,
 QR0597'WHICH EXTENDS ABOVE THE FINIAL ON THE CUPOLA.  IT IS NOT
 QR0597'KNOWN WHICH POINT WAS OBSERVED.  NEITHER COULD BE SEEN FROM
 QR0597'ASHTON OR GROVE.
 QR0597'
 QR0597'THE SCHOOL IS ON THE W SIDE OF THE SECOND STREET E OF A RAILROAD
 QR0597'TRACK, BETWEEN THE FIRST AND SECOND STREETS N OF THE MAIN
 QR0597'STREET OF ATHOL.  STATION WAS NOT OBSERVED IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0949 ***********************************************************************
 PR0949  DESIGNATION -  AURORA
 PR0949  PID         -  PR0949
 PR0949  STATE/COUNTY-  SD/BROOKINGS
 PR0949  COUNTRY     -  US
 PR0949  USGS QUAD   -  AURORA (2017)
 PR0949
 PR0949                         *CURRENT SURVEY CONTROL
 PR0949  ______________________________________________________________________
 PR0949* NAD 83(1996) POSITION- 44 18 36.26529(N) 096 41 15.60674(W)   ADJUSTED
 PR0949* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 PR0949  ______________________________________________________________________
 PR0949  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 PR0949  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 PR0949  HORZ ORDER      -  THIRD
 PR0949
 PR0949.The horizontal coordinates were established by classical geodetic methods
 PR0949.and adjusted by the National Geodetic Survey in January 1998.
 PR0949
 PR0949.The orthometric height was scaled from a topographic map.
 PR0949
 PR0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0949.GEOID18 height accuracy estimate available here.
 PR0949
 PR0949.Click photographs - Photos may exist for this station.
 PR0949
 PR0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0949
 PR0949. The following values were computed from the NAD 83(1996) position.
 PR0949
 PR0949;                    North         East     Units Scale Factor Converg.
 PR0949;SPC SD N     -    58,382.883   864,214.108   MT  1.00002213   +2 20 39.3
 PR0949;SPC SD N     -   191,544.51  2,835,342.45   sFT  1.00002213   +2 20 39.3
 PR0949;SPC SD S     -   225,989.992   890,778.478   MT  0.99997976   +2 30 53.9
 PR0949;SPC SD S     -   741,435.50  2,922,495.72   sFT  0.99997976   +2 30 53.9
 PR0949;UTM  14      - 4,908,913.276   684,422.174   MT  1.00001830   +1 36 56.6
 PR0949
 PR0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0949!SPC SD N     -   0.99992494  x   1.00002213  =   0.99994707
 PR0949!SPC SD S     -   0.99992494  x   0.99997976  =   0.99990470
 PR0949!UTM  14      -   0.99992494  x   1.00001830  =   0.99994324
 PR0949
 PR0949:                Primary Azimuth Mark                     Grid Az
 PR0949:SPC SD N     -  AURORA AZ MK                             074 10 19.6
 PR0949:SPC SD S     -  AURORA AZ MK                             074 00 05.0
 PR0949:UTM  14      -  AURORA AZ MK                             074 54 02.3
 PR0949
 PR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8442208913(NAD 83)
 PR0949
 PR0949|---------------------------------------------------------------------|
 PR0949| PID    Reference Object                     Distance      Geod. Az  |
 PR0949|                                                           dddmmss.s |
 PR0949| AB7513 AURORA RM 1                          29.105 METERS 01242     |
 PR0949| AB7515 AURORA AZ MK                                       0763058.9 |
 PR0949| AB7514 AURORA RM 2                          33.394 METERS 25844     |
 PR0949|---------------------------------------------------------------------|
 PR0949
 PR0949                          SUPERSEDED SURVEY CONTROL
 PR0949
 PR0949  NAD 83(1986)-  44 18 36.26445(N)    096 41 15.58584(W) AD(       ) 3
 PR0949  NAD 27      -  44 18 36.38400(N)    096 41 14.41000(W) AD(       ) 3
 PR0949
 PR0949.Superseded values are not recommended for survey control.
 PR0949
 PR0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0949.See file dsdata.pdf to determine how the superseded data were derived.
 PR0949
 PR0949_MARKER: DS = TRIANGULATION STATION DISK
 PR0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0949_STAMPING: AURORA 1949
 PR0949_MARK LOGO: CGS
 PR0949_PROJECTION: FLUSH
 PR0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0949+STABILITY: SURFACE MOTION
 PR0949
 PR0949  HISTORY     - Date     Condition        Report By
 PR0949  HISTORY     - 1949     MONUMENTED       CGS
 PR0949  HISTORY     - 19940916 MARK NOT FOUND   NGS
 PR0949
 PR0949                          STATION DESCRIPTION
 PR0949
 PR0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0949'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF BROOKINGS AND
 PR0949'2 MILES NORTH OF AURORA IN A FARMYARD.  STATION IS 78 FEET
 PR0949'SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY, 54 FEET
 PR0949'WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 32 FEET
 PR0949'NORTHWEST OF FENCECORNER.  THE MARK IS FLUSH WITH THE GROUND
 PR0949'AND THE DISK IS STAMPED AURORA 1949.
 PR0949'
 PR0949'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE APPROXIMATE
 PR0949'CENTERLINE OF GRAVEL ROAD, 10 FEET NORTH OF GATE POST AND
 PR0949'IN FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 PR0949'DISK IS STAMPED AURORA NO 1 1949.
 PR0949'
 PR0949'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF GATE POST AND
 PR0949'IN FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 PR0949'IS STAMPED AURORA NO 2 1949.
 PR0949'
 PR0949'AZIMUTH MARK IS 50 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 PR0949'OF U.S. HIGHWAY 14, 1.5 FEET WEST OF TELEPHONE POLE AND IN
 PR0949'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 PR0949'STAMPED AURORA 1949.
 PR0949'
 PR0949'TO REACH FROM THE POST OFFICE IN BROOKINGS GO NORTH 1 BLOCK
 PR0949'TO U.S. HIGHWAY 14.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY
 PR0949'14 FOR 5.6 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON
 PR0949'GRAVEL ROAD FOR ABOUT 0.1 MILE TO STATION ON RIGHT OR WEST SIDE
 PR0949'OF ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO
 PR0949'NORTH TO U.S. HIGHWAY 14.  TURN RIGHT AND GO EAST ON HIGHWAY
 PR0949'FOR 0.3 MILE TO AZIMUTH ON RIGHT OR SOUTH SIDE OF HIGHWAY
 PR0949'AS DESCRIBED.
 PR0949'
 PR0949'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PR0949
 PR0949                          STATION RECOVERY (1994)
 PR0949
 PR0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0949'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0949'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0441 ***********************************************************************
 QQ0441  DESIGNATION -  AUSTIN
 QQ0441  PID         -  QQ0441
 QQ0441  STATE/COUNTY-  SD/CLARK
 QQ0441  COUNTRY     -  US
 QQ0441  USGS QUAD   -  BRADLEY (2017)
 QQ0441
 QQ0441                         *CURRENT SURVEY CONTROL
 QQ0441  ______________________________________________________________________
 QQ0441* NAD 83(1996) POSITION- 45 01 01.88037(N) 097 38 15.21469(W)   ADJUSTED
 QQ0441* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 QQ0441  ______________________________________________________________________
 QQ0441  GEOID HEIGHT    -        -24.748 (meters)                     GEOID18
 QQ0441  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 QQ0441  HORZ ORDER      -  FIRST
 QQ0441
 QQ0441.The horizontal coordinates were established by classical geodetic methods
 QQ0441.and adjusted by the National Geodetic Survey in January 1998.
 QQ0441
 QQ0441.The orthometric height was scaled from a topographic map.
 QQ0441
 QQ0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0441.GEOID18 height accuracy estimate available here.
 QQ0441
 QQ0441.Click photographs - Photos may exist for this station.
 QQ0441
 QQ0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0441
 QQ0441. The following values were computed from the NAD 83(1996) position.
 QQ0441
 QQ0441;                    North         East     Units Scale Factor Converg.
 QQ0441;SPC SD N     -   134,269.465   786,177.511   MT  0.99993929   +1 40 19.2
 QQ0441;SPC SD N     -   440,515.74  2,579,317.38   sFT  0.99993929   +1 40 19.2
 QQ0441;UTM  14      - 4,985,762.740   607,349.040   MT  0.99974170   +0 57 49.6
 QQ0441
 QQ0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0441!SPC SD N     -   0.99991416  x   0.99993929  =   0.99985345
 QQ0441!UTM  14      -   0.99991416  x   0.99974170  =   0.99965588
 QQ0441
 QQ0441:                Primary Azimuth Mark                     Grid Az
 QQ0441:SPC SD N     -  AUSTIN AZ MK                             166 57 41.2
 QQ0441:UTM  14      -  AUSTIN AZ MK                             167 40 10.8
 QQ0441
 QQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0734985762(NAD 83)
 QQ0441
 QQ0441|---------------------------------------------------------------------|
 QQ0441| PID    Reference Object                     Distance      Geod. Az  |
 QQ0441|                                                           dddmmss.s |
 QQ0441| CO4268 AUSTIN RM 1                          18.948 METERS 08214     |
 QQ0441| PR0916 GARDEN CITY METH CH SPIRE           APPROX. 7.9 KM 1455217.1 |
 QQ0441| CO4267 AUSTIN AZ MK                                       1683800.4 |
 QQ0441| PR0921 CLARK MUNICIPAL TANK                APPROX.17.2 KM 2074615.1 |
 QQ0441| CO4269 AUSTIN RM 2                          19.243 METERS 21536     |
 QQ0441|---------------------------------------------------------------------|
 QQ0441
 QQ0441                          SUPERSEDED SURVEY CONTROL
 QQ0441
 QQ0441  NAD 83(1986)-  45 01 01.88068(N)    097 38 15.19851(W) AD(       ) 1
 QQ0441  NAD 27      -  45 01 02.01834(N)    097 38 13.89475(W) AD(       ) 1
 QQ0441
 QQ0441.Superseded values are not recommended for survey control.
 QQ0441
 QQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0441.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0441
 QQ0441_MARKER: DS = TRIANGULATION STATION DISK
 QQ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0441_STAMPING: AUSTIN 1952
 QQ0441_MARK LOGO: CGS
 QQ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0441+STABILITY: SURFACE MOTION
 QQ0441
 QQ0441  HISTORY     - Date     Condition        Report By
 QQ0441  HISTORY     - 1952     MONUMENTED       CGS
 QQ0441
 QQ0441                          STATION DESCRIPTION
 QQ0441
 QQ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0441'THE STATION IS IN SECTION 23, T 118 N, R 57 W, ON LAND OWNED BY
 QQ0441'A MR. AUSTIN, ABOUT 5 MILES SOUTH OF BRADLEY AND 4-1/4 MILES NORTH
 QQ0441'AND 2-1/2 MILES WEST OF GARDEN CITY, AND 6 FEET WEST-NORTHWEST OF
 QQ0441'A WHITE 4 IN X 4 IN WITNESS POST.
 QQ0441'
 QQ0441'TO REACH THE STATION FROM THE MAIN INTERSECTION ONE BLOCK WEST
 QQ0441'OF THE FLAG POLE IN CENTER OF STREET IN BRADLEY, GO SOUTH, WEST
 QQ0441'AND SOUTHERLY ON STATE HIGHWAY 25 FOR 6.45 MILES TO A CROSS ROAD,
 QQ0441'TURN LEFT (EAST) AND GO FOR 1 MILE TO A TRACK ROAD ON THE LEFT,
 QQ0441'TURN LEFT (NORTH) AND FOLLOW THE TRACK ROAD FOR 0.35 MILE TO THE
 QQ0441'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE NORTHERLY
 QQ0441'ON THE TRACK ROAD FOR 0.35 MILE, THENCE LEFT (WEST) ACROSS
 QQ0441'PASTURE LAND FOR 0.05 MILE TO THE SUMMIT OF A SMALL KNOLL AND THE
 QQ0441'STATION.
 QQ0441'
 QQ0441'THE STATION PROJECTS 4 INCHES AND THE DISK IS STAMPED AUSTIN 1952.
 QQ0441'
 QQ0441'REFERENCE MARK 1 PROJECTS 7 INCHES AND THE DISK IS STAMPED AUSTIN
 QQ0441'NO 1 1952.
 QQ0441'
 QQ0441'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0441'AUSTIN NO 2 1952.
 QQ0441'
 QQ0441'THE AZIMUTH MARK IS 70 FEET EAST OF A POWERLINE POLE, 17 FEET
 QQ0441'EAST OF THE CENTER OF THE TRACK ROAD AND 2 FEET WEST OF A WHITE
 QQ0441'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE
 QQ0441'DISK IS STAMPED AUSTIN 1952.
 QQ0441'
 QQ0441'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0086 ***********************************************************************
 PU0086  DESIGNATION -  AVANCE
 PU0086  PID         -  PU0086
 PU0086  STATE/COUNTY-  SD/MEADE
 PU0086  COUNTRY     -  US
 PU0086  USGS QUAD   -  AVANCE (2017)
 PU0086
 PU0086                         *CURRENT SURVEY CONTROL
 PU0086  ______________________________________________________________________
 PU0086* NAD 83(1986) POSITION- 44 53 15.     (N) 102 14 58.     (W)   SCALED
 PU0086* NAVD 88 ORTHO HEIGHT -   781.853 (meters)     2565.13  (feet) ADJUSTED
 PU0086  ______________________________________________________________________
 PU0086  GEOID HEIGHT    -        -19.072 (meters)                     GEOID18
 PU0086  DYNAMIC HEIGHT  -        781.686 (meters)     2564.58  (feet) COMP
 PU0086  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 PU0086
 PU0086  VERT ORDER      -  SECOND    CLASS 0
 PU0086
 PU0086.The horizontal coordinates were scaled from a map and have
 PU0086.an estimated accuracy of +/- 6 seconds.
 PU0086
 PU0086.The orthometric height was determined by differential leveling and
 PU0086.adjusted by the NATIONAL GEODETIC SURVEY
 PU0086.in June 1991.
 PU0086
 PU0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0086.GEOID18 height accuracy estimate available here.
 PU0086
 PU0086.Click photographs - Photos may exist for this station.
 PU0086
 PU0086.The dynamic height is computed by dividing the NAVD 88
 PU0086.geopotential number by the normal gravity value computed on the
 PU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0086.degrees latitude (g = 980.6199 gals.).
 PU0086
 PU0086.The modeled gravity was interpolated from observed gravity values.
 PU0086
 PU0086;                    North         East    Units  Estimated Accuracy
 PU0086;SPC SD N     -   119,610.      422,330.      MT  (+/- 180 meters Scaled)
 PU0086
 PU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK172741(NAD 83)
 PU0086
 PU0086                          SUPERSEDED SURVEY CONTROL
 PU0086
 PU0086  NGVD 29 (??/??/92)  781.393  (m)         2563.62   (f) ADJ UNCH    2 0
 PU0086
 PU0086.Superseded values are not recommended for survey control.
 PU0086
 PU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0086.See file dsdata.pdf to determine how the superseded data were derived.
 PU0086
 PU0086_MARKER: DS = TRIANGULATION STATION DISK
 PU0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0086_STAMPING: AVANCE 1962
 PU0086_MARK LOGO: CGS
 PU0086_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0086+STABILITY: SURFACE MOTION
 PU0086
 PU0086  HISTORY     - Date     Condition        Report By
 PU0086  HISTORY     - 1962     MONUMENTED       CGS
 PU0086  HISTORY     - 1963     GOOD             CGS
 PU0086
 PU0086                          STATION DESCRIPTION
 PU0086
 PU0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0086'14.2 MI SE FROM OPAL.
 PU0086'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0086'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0086'ROAD, 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.35 MILE
 PU0086'SOUTH ALONG A GRAVELED ROAD, IN SECTION 26, T 11 N, R 15 E, ON
 PU0086'THE CREST OF A LOW RIDGE RUNNING NORTHWEST-SOUTHEAST, 242 FEET
 PU0086'WEST OF THE CENTER LINE OF THE ROAD, 200 FEET WEST OF A FENCE,
 PU0086'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0087 ***********************************************************************
 PU0087  DESIGNATION -  AVANCE RM 1
 PU0087  PID         -  PU0087
 PU0087  STATE/COUNTY-  SD/MEADE
 PU0087  COUNTRY     -  US
 PU0087  USGS QUAD   -  AVANCE (2017)
 PU0087
 PU0087                         *CURRENT SURVEY CONTROL
 PU0087  ______________________________________________________________________
 PU0087* NAD 83(1986) POSITION- 44 53 16.     (N) 102 14 58.     (W)   SCALED
 PU0087* NAVD 88 ORTHO HEIGHT -   781.507 (meters)     2563.99  (feet) ADJUSTED
 PU0087  ______________________________________________________________________
 PU0087  GEOID HEIGHT    -        -19.072 (meters)                     GEOID18
 PU0087  DYNAMIC HEIGHT  -        781.340 (meters)     2563.45  (feet) COMP
 PU0087  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 PU0087
 PU0087  VERT ORDER      -  SECOND    CLASS 0
 PU0087
 PU0087.The horizontal coordinates were scaled from a map and have
 PU0087.an estimated accuracy of +/- 6 seconds.
 PU0087
 PU0087.The orthometric height was determined by differential leveling and
 PU0087.adjusted by the NATIONAL GEODETIC SURVEY
 PU0087.in June 1991.
 PU0087
 PU0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0087.GEOID18 height accuracy estimate available here.
 PU0087
 PU0087.Click photographs - Photos may exist for this station.
 PU0087
 PU0087.The dynamic height is computed by dividing the NAVD 88
 PU0087.geopotential number by the normal gravity value computed on the
 PU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0087.degrees latitude (g = 980.6199 gals.).
 PU0087
 PU0087.The modeled gravity was interpolated from observed gravity values.
 PU0087
 PU0087;                    North         East    Units  Estimated Accuracy
 PU0087;SPC SD N     -   119,640.      422,330.      MT  (+/- 180 meters Scaled)
 PU0087
 PU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK172741(NAD 83)
 PU0087
 PU0087                          SUPERSEDED SURVEY CONTROL
 PU0087
 PU0087  NGVD 29 (??/??/92)  781.047  (m)         2562.49   (f) ADJ UNCH    2 0
 PU0087
 PU0087.Superseded values are not recommended for survey control.
 PU0087
 PU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0087.See file dsdata.pdf to determine how the superseded data were derived.
 PU0087
 PU0087_MARKER: DR = REFERENCE MARK DISK
 PU0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0087_STAMPING: AVANCE NO 1 1962
 PU0087_MARK LOGO: CGS
 PU0087_PROJECTION: FLUSH
 PU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0087+STABILITY: SURFACE MOTION
 PU0087
 PU0087  HISTORY     - Date     Condition        Report By
 PU0087  HISTORY     - 1962     MONUMENTED       CGS
 PU0087  HISTORY     - 1963     GOOD             CGS
 PU0087
 PU0087                          STATION DESCRIPTION
 PU0087
 PU0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0087'14.2 MI SE FROM OPAL.
 PU0087'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0087'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0087'8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.35 MILES SOUTH
 PU0087'ALONG A GRAVELED ROAD, IN SECTION 26, T 11 N, R 15 E, ON THE
 PU0087'CREST OF A LOW RIDGE RUNNING NORTHWEST-SOUTHEAST, 240 FEET WEST
 PU0087'OF THE CENTER LINE OF THE ROAD, 54.8 FEET NORTH OF AVANCE 1962,
 PU0087'198 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PU0087'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0088 ***********************************************************************
 PU0088  DESIGNATION -  AVANCE RM 2
 PU0088  PID         -  PU0088
 PU0088  STATE/COUNTY-  SD/MEADE
 PU0088  COUNTRY     -  US
 PU0088  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0088
 PU0088                         *CURRENT SURVEY CONTROL
 PU0088  ______________________________________________________________________
 PU0088* NAD 83(1986) POSITION- 44 53 15.     (N) 102 14 59.     (W)   SCALED
 PU0088* NAVD 88 ORTHO HEIGHT -   781.938 (meters)     2565.41  (feet) ADJUSTED
 PU0088  ______________________________________________________________________
 PU0088  GEOID HEIGHT    -        -19.071 (meters)                     GEOID18
 PU0088  DYNAMIC HEIGHT  -        781.771 (meters)     2564.86  (feet) COMP
 PU0088  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 PU0088
 PU0088  VERT ORDER      -  SECOND    CLASS 0
 PU0088
 PU0088.The horizontal coordinates were scaled from a map and have
 PU0088.an estimated accuracy of +/- 6 seconds.
 PU0088
 PU0088.The orthometric height was determined by differential leveling and
 PU0088.adjusted by the NATIONAL GEODETIC SURVEY
 PU0088.in June 1991.
 PU0088
 PU0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0088.GEOID18 height accuracy estimate available here.
 PU0088
 PU0088.Click photographs - Photos may exist for this station.
 PU0088
 PU0088.The dynamic height is computed by dividing the NAVD 88
 PU0088.geopotential number by the normal gravity value computed on the
 PU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0088.degrees latitude (g = 980.6199 gals.).
 PU0088
 PU0088.The modeled gravity was interpolated from observed gravity values.
 PU0088
 PU0088;                    North         East    Units  Estimated Accuracy
 PU0088;SPC SD N     -   119,610.      422,300.      MT  (+/- 180 meters Scaled)
 PU0088
 PU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK171741(NAD 83)
 PU0088
 PU0088                          SUPERSEDED SURVEY CONTROL
 PU0088
 PU0088  NGVD 29 (??/??/92)  781.478  (m)         2563.90   (f) ADJ UNCH    2 0
 PU0088
 PU0088.Superseded values are not recommended for survey control.
 PU0088
 PU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0088.See file dsdata.pdf to determine how the superseded data were derived.
 PU0088
 PU0088_MARKER: DR = REFERENCE MARK DISK
 PU0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0088_STAMPING: AVANCE NO 2 1962
 PU0088_MARK LOGO: CGS
 PU0088_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0088+STABILITY: SURFACE MOTION
 PU0088
 PU0088  HISTORY     - Date     Condition        Report By
 PU0088  HISTORY     - 1962     MONUMENTED       CGS
 PU0088  HISTORY     - 1963     GOOD             CGS
 PU0088
 PU0088                          STATION DESCRIPTION
 PU0088
 PU0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0088'14.2 MI SE FROM OPAL.
 PU0088'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0088'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0088'8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.35 MILES SOUTH
 PU0088'ALONG A GRAVELED ROAD, IN SECTION 26, T 11 N, R 15 E, ON THE
 PU0088'CREST OF A LOW RIDGE RUNNING NORTHWEST-SOUTHEAST, 295 FEET WEST
 PU0088'OF THE CENTER LINE OF THE ROAD, 253 FEET WEST OF A FENCE, 54.5
 PU0088'FEET WEST OF AVANCE 1962, AND SET IN THE TOP OF A CONCRETE POST
 PU0088'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0800 ***********************************************************************
 NN0800  DESIGNATION -  AVON
 NN0800  PID         -  NN0800
 NN0800  STATE/COUNTY-  SD/BON HOMME
 NN0800  COUNTRY     -  US
 NN0800  USGS QUAD   -  NIOBRARA NE (2017)
 NN0800
 NN0800                         *CURRENT SURVEY CONTROL
 NN0800  ______________________________________________________________________
 NN0800* NAD 83(1996) POSITION- 42 59 24.58641(N) 098 04 19.68482(W)   ADJUSTED
 NN0800* NAVD 88 ORTHO HEIGHT -   532.0   (meters)     1745.    (feet) VERTCON3
 NN0800  ______________________________________________________________________
 NN0800  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 NN0800  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 NN0800  HORZ ORDER      -  FIRST
 NN0800
 NN0800.The horizontal coordinates were established by classical geodetic methods
 NN0800.and adjusted by the National Geodetic Survey in January 1998.
 NN0800
 NN0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0800
 NN0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0800.GEOID18 height accuracy estimate available here.
 NN0800
 NN0800.Click photographs - Photos may exist for this station.
 NN0800
 NN0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0800
 NN0800. The following values were computed from the NAD 83(1996) position.
 NN0800
 NN0800;                    North         East     Units Scale Factor Converg.
 NN0800;SPC SD S     -    75,478.407   784,380.792   MT  0.99996656   +1 33 35.6
 NN0800;SPC SD S     -   247,632.07  2,573,422.65   sFT  0.99996656   +1 33 35.6
 NN0800;UTM  14      - 4,760,140.053   575,641.075   MT  0.99967039   +0 37 57.8
 NN0800
 NN0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0800!SPC SD S     -   0.99992068  x   0.99996656  =   0.99988725
 NN0800!UTM  14      -   0.99992068  x   0.99967039  =   0.99959110
 NN0800
 NN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7564160140(NAD 83)
 NN0800
 NN0800                          SUPERSEDED SURVEY CONTROL
 NN0800
 NN0800  NAD 83(1995)-  42 59 24.58761(N)    098 04 19.68581(W) AD(       ) 1
 NN0800  NAD 83(1986)-  42 59 24.59865(N)    098 04 19.68245(W) AD(       ) 1
 NN0800  NAD 27      -  42 59 24.61400(N)    098 04 18.41900(W) AD(       ) 1
 NN0800  USSD        -  42 59 24.77200(N)    098 04 18.73700(W) AD(       ) 3
 NN0800  NGVD 29 (07/19/86)  531.7    (m)         1744.     (f) VERT ANG       
 NN0800
 NN0800.Superseded values are not recommended for survey control.
 NN0800
 NN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0800.See file dsdata.pdf to determine how the superseded data were derived.
 NN0800
 NN0800_MARKER: V = STONE MONUMENT
 NN0800_SETTING: 0 = UNSPECIFIED SETTING
 NN0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0800
 NN0800  HISTORY     - Date     Condition        Report By
 NN0800  HISTORY     - 1901     MONUMENTED       CGS
 NN0800  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0800  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NN0800
 NN0800                          STATION DESCRIPTION
 NN0800
 NN0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NN0800'SITUATED VERY NEAR THE CENTER OF THE SE 1/4 NE 1/4 SEC. 5,
 NN0800'T. 94 N., R. 61 W., ON AN ELEVATION IN A CULTIVATED FIELD
 NN0800'BELONGING TO J.T. CAMPBELL OF AVON.  IT IS 630 FEET NORTH AND
 NN0800'598 FEET WEST OF A STONE POST MARKING THE EAST CENTER OF THE
 NN0800'SECTION.  THE AZIMUTH OF THIS STONE FROM THE STATION IS 315
 NN0800'DEG 46 MIN, OF THE STONE AT THE NORTHEAST CORNER 195 DEG, AND OF
 NN0800'THE STONE AT THE SOUTHEAST CORNER 348 DEG 21 MIN.  THE STATION
 NN0800'IS ABOUT 1.2 MILES SOUTHWEST OF THE TOWN OF AVON.  THE SURFACE
 NN0800'MARK IS A MARBLE POST, 2.5 FEET LONG AND 8 INCHES SQUARE ON
 NN0800'TOP.  CUT IN ITS TOP ARE TWO V-SHAPED GROOVES AT RIGHT
 NN0800'ANGLES TO EACH OTHER, AND THE LETTERS U.S.C.S.  THE
 NN0800'UNDERGROUND MARK IS A TACK IN THE CENTER OF THE CORK OF A
 NN0800'STONE JUG, BURIED ABOUT 2.9 FEET BELOW THE TOP OF THE
 NN0800'SURFACE STONE.
 NN0800
 NN0800                          STATION RECOVERY (1935)
 NN0800
 NN0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0800'STATION WAS NOT RECOVERED ON MAY 4, 1935.  THE NORTHEAST QUARTER
 NN0800'OF SECTION 5 IS OWNED BY DR. J.C. GREENFIELD OF AVON AND IS
 NN0800'FARMED BY NICK DALL WHO LIVES IN THE NORTHEAST CORNER OF THE
 NN0800'SECTION.  SINCE THE STATION WAS ESTABLISHED A FENCE HAS BEEN
 NN0800'BUILT OVER IT AND SOIL HAS DRIFTED IN ALONG THIS FENCE TO A DEPTH
 NN0800'OF ABOUT 18 INCHES.  A TRENCH DUG ALONG THE FENCE DOWN TO THE
 NN0800'ORIGINAL GROUND LEVEL FOR A DISTANCE OF ABOUT 25 FEET FAILED
 NN0800'TO UNCOVER THE MARK, AS WAS THE CASE WHEN THE GROUND ON BOTH
 NN0800'SIDES OF THE FENCE, WAS PROSPECTED WITH A LONG ROD--ALSO
 NN0800'TWO MEN WHO HAD FORMERLY LIVED ON THE PLACE WERE UNABLE TO
 NN0800'INDICATE THE SPOT WHERE IT HAD BEEN SET.  A FULL DAY WAS
 NN0800'SPENT IN THE SEARCH.
 NN0800'
 NN0800'THE NORTHEAST AND SOUTHEAST CORNERS AND EAST QUARTER-CORNER
 NN0800'OF THE SECTION WERE NOT LOCATED SINCE, IF THEY STILL EXIST
 NN0800'THEY ARE DEEPLY BURIED UNDER A ROAD GRADE.  THE CHURCH USED AS
 NN0800'AN AZIMUTH MARK WAS EVIDENTLY THE OLD METHODIST CHURCH WHICH
 NN0800'IS STILL STANDING AS IN 1901.
 NN0800
 NN0800                          STATION RECOVERY (1948)
 NN0800
 NN0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0800'AFTER THE NEW STATION, AVON 2 1948, WAS ESTABLISHED, AN INVERSE
 NN0800'COMPUTATION WAS MADE.  THE DISTANCE AND THE DIRECTION FROM
 NN0800'THE NEW STATION TO AVON 1901 WAS MEASURED.  A HOLE ABOUT 4 FEET
 NN0800'SQUARE AND 4 FEET DEEP WAS DUG.  NO EVIDENCE OF THE STONE JUG
 NN0800'WHICH WAS THE UNDERGROUND MARK COULD BE FOUND.  THEREFORE, IT
 NN0800'IS RECOMMENDED THAT THE RECORDS SHOW THAT AVON 1901 IS
 NN0800'COMPLETELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0836 ***********************************************************************
 NN0836  DESIGNATION -  AVON 2 AZ MK
 NN0836  PID         -  NN0836
 NN0836  STATE/COUNTY-  SD/BON HOMME
 NN0836  COUNTRY     -  US
 NN0836  USGS QUAD   -  NIOBRARA NE (2017)
 NN0836
 NN0836                         *CURRENT SURVEY CONTROL
 NN0836  ______________________________________________________________________
 NN0836* NAD 83(1986) POSITION- 42 59 47.     (N) 098 04 01.     (W)   SCALED
 NN0836* NAVD 88 ORTHO HEIGHT -   512.307 (meters)     1680.79  (feet) ADJUSTED
 NN0836  ______________________________________________________________________
 NN0836  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 NN0836  DYNAMIC HEIGHT  -        512.137 (meters)     1680.24  (feet) COMP
 NN0836  MODELED GRAVITY -    980,272.8   (mgal)                       NAVD 88
 NN0836
 NN0836  VERT ORDER      -  FIRST     CLASS II
 NN0836
 NN0836.The horizontal coordinates were scaled from a map and have
 NN0836.an estimated accuracy of +/- 6 seconds.
 NN0836
 NN0836.The orthometric height was determined by differential leveling and
 NN0836.adjusted by the NATIONAL GEODETIC SURVEY
 NN0836.in June 1994.
 NN0836
 NN0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0836.GEOID18 height accuracy estimate available here.
 NN0836
 NN0836.Click photographs - Photos may exist for this station.
 NN0836
 NN0836.The dynamic height is computed by dividing the NAVD 88
 NN0836.geopotential number by the normal gravity value computed on the
 NN0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0836.degrees latitude (g = 980.6199 gals.).
 NN0836
 NN0836.The modeled gravity was interpolated from observed gravity values.
 NN0836
 NN0836;                    North         East    Units  Estimated Accuracy
 NN0836;SPC SD S     -    76,180.      784,790.      MT  (+/- 180 meters Scaled)
 NN0836
 NN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN760608(NAD 83)
 NN0836
 NN0836                          SUPERSEDED SURVEY CONTROL
 NN0836
 NN0836.No superseded survey control is available for this station.
 NN0836
 NN0836_MARKER: DZ = AZIMUTH MARK DISK
 NN0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0836_STAMPING: AVON 2 1948
 NN0836_MARK LOGO: CGS
 NN0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0836+STABILITY: SURFACE MOTION
 NN0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0836+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 NN0836
 NN0836  HISTORY     - Date     Condition        Report By
 NN0836  HISTORY     - 1948     MONUMENTED       CGS
 NN0836  HISTORY     - 19930919 GOOD             NGS
 NN0836  HISTORY     - 20120324 GOOD             INDIV
 NN0836
 NN0836                          STATION DESCRIPTION
 NN0836
 NN0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NN0836'17.6 KM (10.95 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NN0836'OF PEARL STREET IN TYNDALL, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG A
 NN0836'GRAVELED ROAD, 25.9 M (85.0 FT) SOUTH OF THE CENTER OF A GRAVELED
 NN0836'ROAD, 17.1 M (56.1 FT) EAST OF THE ROAD CENTER, 0.5 M (1.6 FT)
 NN0836'NORTHWEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NN0836'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 NN0836'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 NN0836
 NN0836                          STATION RECOVERY (2012)
 NN0836
 NN0836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NN0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0801 ***********************************************************************
 NN0801  DESIGNATION -  AVON 2 RESET
 NN0801  PID         -  NN0801
 NN0801  STATE/COUNTY-  SD/BON HOMME
 NN0801  COUNTRY     -  US
 NN0801  USGS QUAD   -  NIOBRARA NE (2017)
 NN0801
 NN0801                         *CURRENT SURVEY CONTROL
 NN0801  ______________________________________________________________________
 NN0801* NAD 83(1996) POSITION- 42 59 24.72517(N) 098 04 19.76941(W)   ADJUSTED
 NN0801* NAVD 88 ORTHO HEIGHT -   532.132 (meters)     1745.84  (feet) ADJUSTED
 NN0801  ______________________________________________________________________
 NN0801  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 NN0801  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 NN0801  DYNAMIC HEIGHT  -        531.956 (meters)     1745.26  (feet) COMP
 NN0801  MODELED GRAVITY -    980,273.1   (mgal)                       NAVD 88
 NN0801
 NN0801  HORZ ORDER      -  SECOND
 NN0801  VERT ORDER      -  FIRST     CLASS II
 NN0801
 NN0801.The horizontal coordinates were established by classical geodetic methods
 NN0801.and adjusted by the National Geodetic Survey in January 1998.
 NN0801
 NN0801.The orthometric height was determined by differential leveling and
 NN0801.adjusted by the NATIONAL GEODETIC SURVEY
 NN0801.in June 1994.
 NN0801
 NN0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0801.GEOID18 height accuracy estimate available here.
 NN0801
 NN0801.Click photographs - Photos may exist for this station.
 NN0801
 NN0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0801
 NN0801.The dynamic height is computed by dividing the NAVD 88
 NN0801.geopotential number by the normal gravity value computed on the
 NN0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0801.degrees latitude (g = 980.6199 gals.).
 NN0801
 NN0801.The modeled gravity was interpolated from observed gravity values.
 NN0801
 NN0801. The following values were computed from the NAD 83(1996) position.
 NN0801
 NN0801;                    North         East     Units Scale Factor Converg.
 NN0801;SPC SD S     -    75,482.635   784,378.760   MT  0.99996655   +1 33 35.6
 NN0801;SPC SD S     -   247,645.94  2,573,415.98   sFT  0.99996655   +1 33 35.6
 NN0801;UTM  14      - 4,760,144.313   575,639.112   MT  0.99967038   +0 37 57.7
 NN0801
 NN0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0801!SPC SD S     -   0.99992066  x   0.99996655  =   0.99988721
 NN0801!UTM  14      -   0.99992066  x   0.99967038  =   0.99959107
 NN0801
 NN0801:                Primary Azimuth Mark                     Grid Az
 NN0801:SPC SD S     -  AVON MUNICIPAL TANK                      036 04 55.2
 NN0801:UTM  14      -  AVON MUNICIPAL TANK                      037 00 33.1
 NN0801
 NN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7563960144(NAD 83)
 NN0801
 NN0801|---------------------------------------------------------------------|
 NN0801| PID    Reference Object                     Distance      Geod. Az  |
 NN0801|                                                           dddmmss.s |
 NN0801| NN0836 AVON 2 AZ MK                                       0295204.8 |
 NN0801| OR0816 AVON MUNICIPAL TANK                 APPROX. 2.2 KM 0373830.8 |
 NN0801| CO2121 AVON 2 RM 1                          14.397 METERS 18040     |
 NN0801| NN0839 AVON 2 RM 3                          17.592 METERS 26423     |
 NN0801| NN0837 AVON 2 RM 4                          25.251 METERS 31145     |
 NN0801| CO2122 AVON 2 RM 2                          12.012 METERS 35944     |
 NN0801|---------------------------------------------------------------------|
 NN0801
 NN0801                          SUPERSEDED SURVEY CONTROL
 NN0801
 NN0801  NAD 83(1995)-  42 59 24.72522(N)    098 04 19.76948(W) AD(       ) 2
 NN0801  NAD 83(1986)-  42 59 24.73805(N)    098 04 19.76781(W) AD(       ) 2
 NN0801  NAD 27      -  42 59 24.75200(N)    098 04 18.49700(W) AD(       ) 2
 NN0801
 NN0801.Superseded values are not recommended for survey control.
 NN0801
 NN0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0801.See file dsdata.pdf to determine how the superseded data were derived.
 NN0801
 NN0801_MARKER: DH = HORIZONTAL CONTROL DISK
 NN0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0801_STAMPING: AVON 2 1948 1977
 NN0801_MARK LOGO: NGS
 NN0801_PROJECTION: RECESSED 30 CENTIMETERS
 NN0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0801+STABILITY: SURFACE MOTION
 NN0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0801+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NN0801
 NN0801  HISTORY     - Date     Condition        Report By
 NN0801  HISTORY     - 1948     MONUMENTED       CGS
 NN0801  HISTORY     - 1963     GOOD             CGS
 NN0801  HISTORY     - 1974     GOOD             USGS
 NN0801  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NN0801  HISTORY     - 1977     GOOD             NGS
 NN0801  HISTORY     - 19930919 GOOD             NGS
 NN0801  HISTORY     - 20120228 GOOD             INDIV
 NN0801
 NN0801                          STATION DESCRIPTION
 NN0801
 NN0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0801'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH-SOUTHWEST OF
 NN0801'THE TOWN OF AVON, 0.2 MILE WEST OF A NORTH-SOUTH ROAD, 0.2
 NN0801'MILE SOUTH OF AN EAST-WEST ROAD, AND ABOUT 0.4 MILE SOUTHWEST
 NN0801'OF THE HOME OF MR. WILLIAM DALL.  THIS STATION IS ON THE SAME
 NN0801'HILL AS AVON 1901.  AN UNSUCCESSFUL ATTEMPT, BY MEANS OF AN
 NN0801'INVERSE, WAS MADE TO RECOVER THE OLD STATION.  THE NEW STATION
 NN0801'IS SET IN AN OLD FENCE LINE, BETWEEN 2 FIELDS AND IS 2 FEET
 NN0801'HIGHER THAN THE SURROUNDING GROUND.  THE DISK IS STAMPED AVON
 NN0801'2 1948 AND PROJECTS 6 INCHES.
 NN0801'
 NN0801'REFERENCE MARK NO. 1 IS 47.23 FEET SOUTH OF THE STATION, AND
 NN0801'1 FOOT WEST OF THE OLD FENCE LINE.  THE DISK IS STAMPED AVON
 NN0801'2 NO 1 1948 AND PROJECTS 6 INCHES.
 NN0801'
 NN0801'REFERENCE MARK NO. 2 IS 39.41 FEET NORTH OF THE STATION, AND
 NN0801'1 FOOT WEST OF THE OLD FENCE LINE.  THE DISK IS STAMPED AVON
 NN0801'2 NO 2 1948 AND PROJECTS 6 INCHES.
 NN0801'
 NN0801'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION,
 NN0801'34 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTH OF
 NN0801'A WITNESS POST, AND IS SET AT THE NORTHWEST CORNER OF A CULTIVATED
 NN0801'FIELD.  THE DISK IS STAMPED AVON 2 1948 AND PROJECTS 6 INCHES.
 NN0801'
 NN0801'TO REACH THE STATION FROM THE POST OFFICE IN AVON, GO SOUTH ON
 NN0801'A GRAVELLED ROAD FOR 0.6 MILE TO A T ROAD.  TURN RIGHT ON A
 NN0801'DIRT ROAD AND GO 0.45 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 NN0801'MARK ON THE LEFT AS DESCRIBED.  HERE TURN LEFT, SOUTH, AND GO
 NN0801'0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.2
 NN0801'MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS THRU THE GATE,
 NN0801'AND FOLLOW ALONG THE WEST SIDE OF AN OLD FENCE LINE FOR 0.2
 NN0801'MILE TO THE STATION.
 NN0801'
 NN0801'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0801
 NN0801                          STATION RECOVERY (1963)
 NN0801
 NN0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NN0801'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NN0801
 NN0801                          STATION RECOVERY (1974)
 NN0801
 NN0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 NN0801'STATION MARK IS O.K.  R.M. 1 IS O.K.  R.M. 2 IS DISTURBED
 NN0801'
 NN0801'THE LAND OWNER REQUESTS THAT THIS STATION BE REMOVED FROM HIS
 NN0801'PROPERTY.
 NN0801
 NN0801                          STATION RECOVERY (1977)
 NN0801
 NN0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NN0801'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 NN0801'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND EXPOSED ABOUT
 NN0801'2-FEET AND ECCENTRIC 0.017 METER S 30 DEG E.  REFERENCE
 NN0801'MARKS NO. 1 AND NO. 2 WERE FOUND DISTURBED, APPARENTLY BUMPED
 NN0801'BY FARM MACHINERY.  THE AZIMUTH MARK WAS NOT OBSERVED DUE TO A
 NN0801'TREE ON LINE, THE AVON MUNICIPAL TANK WILL SERVE AS AN
 NN0801'AZIMUTH.  THE POSITION OF THE UNDERGROUND STATION MARK WAS HELD
 NN0801'AND THE MARK REMOVED, A NEW UNDERGROUND STATION MARK WAS SET
 NN0801'4-FEET BELOW GROUND LEVEL AND A SURFACE STATION MARK WAS
 NN0801'PLUMBED OVER IT AT 12-INCHES BELOW GROUND LEVEL, AN IRON ROD
 NN0801'WAS DRIVEN INTO THE GROUND ON THE EAST SIDE OF THE MARK TO AID
 NN0801'IN ITS RECOVERY.  REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.
 NN0801'A NEW DESCRIPTION FOLLOWS--
 NN0801'
 NN0801'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHWEST OF AVON, IN THE
 NN0801'SE-1/4 OF THE NE-1/4 OF SEC 5, T94N, R61W, ON A HIGH HILL IN A
 NN0801'CULTIVATED FIELD ON PROPERTY OF MR. GAIL SAHLER, YANKTON, SOUTH
 NN0801'DAKOTA.  THE FARM IS MANAGED BY MR. RUS HAMILTON, AVON, SOUTH
 NN0801'DAKOTA.
 NN0801'
 NN0801'TO REACH THE STATION FROM THE FIRE STATION ON MAIN STREET IN AVON,
 NN0801'GO SOUTH ON THE PAVED ROAD 0.6 MILE TO WHERE THE MAIN HIGHWAY CURVES
 NN0801'LEFT, GO STRAIGHT AHEAD ON THE GRAVELED ROAD 0.1 MILE TO A T
 NN0801'INTERSECTION, TURN RIGHT AND GO WEST ON THE GRAVELED ROAD 0.4 MILE
 NN0801'T O A SIDE ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED, TURN LEFT AND
 NN0801'GO SOUTH 0.15 MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO THE
 NN0801'RANCH HEADQUARTERS, CONTINUE SOUTH ON THE GRAVELED ROAD 0.1 MILE
 NN0801'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON A GRADED ROAD 0.15
 NN0801'MILE TO THE CREST OF THE HILL AND A WIRE GATE ON THE LEFT, TURN
 NN0801'LEFT THRU GATE AND GO SOUTH ALONG THE EAST SIDE OF THE FENCE 0.1
 NN0801'MILE TO THE HIGHEST PART OF THE HILL AND THE STATION AS
 NN0801'DESCRIBED.
 NN0801'
 NN0801'THE STATION MARKS ARE STANDARD DISKS STAMPED AVON 2 1948 1977.
 NN0801'THE UNDERGROUND MARK IS SET IN THE TOP OF A BLOCK OF CONCRETE
 NN0801'4-FEET BELOW THE SURFACE.  THE SURFACE STATION MARK IS SET IN THE
 NN0801'TOP OF A ROUND CONCRETE MONUMENT 12-INCHES BELOW GROUND LEVEL.
 NN0801'THE MARKS ARE 506 FEET SOUTH OF THE WELLHEAD NEAR THE FIELD
 NN0801'ENTRANCE, 58.5 FEET EAST OF A FENCE AND 1.5 FEET EAST OF A METAL
 NN0801'WITNESS POST.
 NN0801'
 NN0801'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED AVON 2 1948 NO 3
 NN0801'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 NN0801'GROUND.  IT IS 503.5 FEET SOUTH OF THE WELLHEAD, 1-FOOT EAST OF THE
 NN0801'FENCE, AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 NN0801'
 NN0801'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED AVON 2 1948 NO 4
 NN0801'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 NN0801'GROUND.  IT IS 442.5 FEET SOUTH OF THE WELLHEAD, 1-FOOT EAST OF THE
 NN0801'FENCE, AND 1.7 FEET SOUTHEAST OF A METAL WITNESS POST.
 NN0801'
 NN0801'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AVON 2 1948, SET IN
 NN0801'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 NN0801'IT IS 85 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 56 FEET
 NN0801'EAST OF THE CENTER OF THE ROAD LEADING SOUTH, 1.8 FEET NORTHWEST
 NN0801'OF A FENCE, AND 1.9 FEET SOUTHWEST OF A METAL WITNESS POST.
 NN0801'
 NN0801'THE BELL TELEPHONE RELAY MAST IS 2-MILES EAST OF THE STATION AT THE
 NN0801'NORTH SIDE OF THE BAPTIST CEMETERY.  IT IS APPROXIMATELY 165 FEET
 NN0801'IN HEIGHT OVERALL WITH TWO RELAY PANELS AT THE TOP.  THE LIGHT AT
 NN0801'THE TOP WAS THE POINT OBSERVED.
 NN0801'
 NN0801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 MILES
 NN0801'SSW OF AVON.
 NN0801
 NN0801                          STATION RECOVERY (1977)
 NN0801
 NN0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NN0801'RECOVERED IN GOOD CONDITION.
 NN0801
 NN0801                          STATION RECOVERY (1993)
 NN0801
 NN0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NN0801'17.6 KM (10.95 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NN0801'OF PEARL STREET IN TYNDALL, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG A
 NN0801'GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY ALONG A GRAVELED
 NN0801'ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A GRAVELED ROAD, 213.0 M
 NN0801'(698.8 FT) SOUTH OF THE ROAD CENTER, 25.3 M (83.0 FT) SOUTHEAST OF
 NN0801'REFERENCE MARK 4, 18.0 M (59.1 FT) EAST OF A FENCE, 17.7 M (58.1 FT)
 NN0801'EAST OF REFERENCE MARK 3, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND
 NN0801'THE MONUMENT IS RECESSED 0.7 M (2.3 FT) BELOW THE GROUND SURFACE.
 NN0801'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GAIL SOHLER, 807 WEST 3RD
 NN0801'STREET, YANKTON, SD 57078, TELEPHONE NUMBER (605) 665-3502.
 NN0801
 NN0801                          STATION RECOVERY (2012)
 NN0801
 NN0801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NN0801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0839 ***********************************************************************
 NN0839  DESIGNATION -  AVON 2 RM 3
 NN0839  PID         -  NN0839
 NN0839  STATE/COUNTY-  SD/BON HOMME
 NN0839  COUNTRY     -  US
 NN0839  USGS QUAD   -  NIOBRARA NE (2017)
 NN0839
 NN0839                         *CURRENT SURVEY CONTROL
 NN0839  ______________________________________________________________________
 NN0839* NAD 83(1986) POSITION- 42 59 24.67   (N) 098 04 20.54   (W)   HD_HELD1
 NN0839* NAVD 88 ORTHO HEIGHT -   531.817 (meters)     1744.80  (feet) ADJUSTED
 NN0839  ______________________________________________________________________
 NN0839  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 NN0839  DYNAMIC HEIGHT  -        531.642 (meters)     1744.23  (feet) COMP
 NN0839  MODELED GRAVITY -    980,273.1   (mgal)                       NAVD 88
 NN0839
 NN0839  VERT ORDER      -  FIRST     CLASS II
 NN0839
 NN0839.The horizontal coordinates were determined by differentially corrected
 NN0839.hand held GPS observations or other comparable positioning techniques
 NN0839.and have an estimated accuracy of +/- 3 meters.
 NN0839
 NN0839.The orthometric height was determined by differential leveling and
 NN0839.adjusted by the NATIONAL GEODETIC SURVEY
 NN0839.in June 1994.
 NN0839
 NN0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0839.GEOID18 height accuracy estimate available here.
 NN0839
 NN0839.Click photographs - Photos may exist for this station.
 NN0839
 NN0839.The dynamic height is computed by dividing the NAVD 88
 NN0839.geopotential number by the normal gravity value computed on the
 NN0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0839.degrees latitude (g = 980.6199 gals.).
 NN0839
 NN0839.The modeled gravity was interpolated from observed gravity values.
 NN0839
 NN0839;                    North         East    Units  Estimated Accuracy
 NN0839;SPC SD S     -    75,480.5     784,361.4     MT  (+/- 3 meters HH1 GPS) 
 NN0839
 NN0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7562160142(NAD 83)
 NN0839
 NN0839                          SUPERSEDED SURVEY CONTROL
 NN0839
 NN0839.No superseded survey control is available for this station.
 NN0839
 NN0839_MARKER: DR = REFERENCE MARK DISK
 NN0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0839_STAMPING: AVON 2 1948 NO 3 1977
 NN0839_MARK LOGO: NGS
 NN0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0839+STABILITY: SURFACE MOTION
 NN0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0839+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 NN0839
 NN0839  HISTORY     - Date     Condition        Report By
 NN0839  HISTORY     - 1977     MONUMENTED       NGS
 NN0839  HISTORY     - 19930919 GOOD             NGS
 NN0839  HISTORY     - 20120324 GOOD             INDIV
 NN0839
 NN0839                          STATION DESCRIPTION
 NN0839
 NN0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NN0839'17.6 KM (10.95 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NN0839'OF PEARL STREET IN TYNDALL, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG A
 NN0839'GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY ALONG A GRAVELED
 NN0839'ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A GRAVELED ROAD, 213.0 M
 NN0839'(698.8 FT) SOUTH OF THE ROAD CENTER, 17.7 M (58.1 FT) WEST OF
 NN0839'TRIANGULATION STATION AVON 2 RESET, 0.4 M (1.3 FT) EAST OF A FENCE,
 NN0839'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 NN0839'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GAIL
 NN0839'SOHLER, 807 WEST 3RD STREET, YANKTON, SD 57078, TELEPHONE NUMBER
 NN0839'(605) 665-3502.
 NN0839
 NN0839                          STATION RECOVERY (2012)
 NN0839
 NN0839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NN0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0837 ***********************************************************************
 NN0837  DESIGNATION -  AVON 2 RM 4
 NN0837  PID         -  NN0837
 NN0837  STATE/COUNTY-  SD/BON HOMME
 NN0837  COUNTRY     -  US
 NN0837  USGS QUAD   -  NIOBRARA NE (2017)
 NN0837
 NN0837                         *CURRENT SURVEY CONTROL
 NN0837  ______________________________________________________________________
 NN0837* NAD 83(1986) POSITION- 42 59 25.27   (N) 098 04 20.60   (W)   HD_HELD1
 NN0837* NAVD 88 ORTHO HEIGHT -   532.011 (meters)     1745.44  (feet) ADJUSTED
 NN0837  ______________________________________________________________________
 NN0837  GEOID HEIGHT    -        -26.168 (meters)                     GEOID18
 NN0837  DYNAMIC HEIGHT  -        531.835 (meters)     1744.86  (feet) COMP
 NN0837  MODELED GRAVITY -    980,273.1   (mgal)                       NAVD 88
 NN0837
 NN0837  VERT ORDER      -  FIRST     CLASS II
 NN0837
 NN0837.The horizontal coordinates were determined by differentially corrected
 NN0837.hand held GPS observations or other comparable positioning techniques
 NN0837.and have an estimated accuracy of +/- 3 meters.
 NN0837
 NN0837.The orthometric height was determined by differential leveling and
 NN0837.adjusted by the NATIONAL GEODETIC SURVEY
 NN0837.in June 1994.
 NN0837
 NN0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0837.GEOID18 height accuracy estimate available here.
 NN0837
 NN0837.Click photographs - Photos may exist for this station.
 NN0837
 NN0837.The dynamic height is computed by dividing the NAVD 88
 NN0837.geopotential number by the normal gravity value computed on the
 NN0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0837.degrees latitude (g = 980.6199 gals.).
 NN0837
 NN0837.The modeled gravity was interpolated from observed gravity values.
 NN0837
 NN0837;                    North         East    Units  Estimated Accuracy
 NN0837;SPC SD S     -    75,498.9     784,359.5     MT  (+/- 3 meters HH1 GPS) 
 NN0837
 NN0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7562060160(NAD 83)
 NN0837
 NN0837                          SUPERSEDED SURVEY CONTROL
 NN0837
 NN0837.No superseded survey control is available for this station.
 NN0837
 NN0837_MARKER: DR = REFERENCE MARK DISK
 NN0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0837_STAMPING: AVON 2 1948 NO 4 1977
 NN0837_MARK LOGO: NGS
 NN0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0837+STABILITY: SURFACE MOTION
 NN0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0837+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 NN0837
 NN0837  HISTORY     - Date     Condition        Report By
 NN0837  HISTORY     - 1977     MONUMENTED       NGS
 NN0837  HISTORY     - 19930919 GOOD             NGS
 NN0837  HISTORY     - 20120324 GOOD             INDIV
 NN0837
 NN0837                          STATION DESCRIPTION
 NN0837
 NN0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NN0837'17.6 KM (10.95 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NN0837'OF PEARL STREET IN TYNDALL, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG A
 NN0837'GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY ALONG A GRAVELED
 NN0837'ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A GRAVELED ROAD, 187.4 M
 NN0837'(614.8 FT) SOUTH OF THE ROAD CENTER, 25.3 M (83.0 FT) NORTHWEST OF
 NN0837'TRIANGULATION STATION AVON 2 RESET, 0.4 M (1.3 FT) EAST OF A FENCE,
 NN0837'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 NN0837'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GAIL
 NN0837'SOHLER, 807 WEST 3RD STREET, YANKTON, SD 57078, TELEPHONE (605)
 NN0837'665-3502.
 NN0837
 NN0837                          STATION RECOVERY (2012)
 NN0837
 NN0837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NN0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0816 ***********************************************************************
 OR0816  DESIGNATION -  AVON MUNICIPAL TANK
 OR0816  PID         -  OR0816
 OR0816  STATE/COUNTY-  SD/BON HOMME
 OR0816  COUNTRY     -  US
 OR0816  USGS QUAD   -  AVON (2017)
 OR0816
 OR0816                         *CURRENT SURVEY CONTROL
 OR0816  ______________________________________________________________________
 OR0816* NAD 83(1996) POSITION- 43 00 21.72806(N) 098 03 19.86094(W)   ADJUSTED
 OR0816  ______________________________________________________________________
 OR0816  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 OR0816  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 OR0816  HORZ ORDER      -  THIRD
 OR0816
 OR0816.The horizontal coordinates were established by classical geodetic methods
 OR0816.and adjusted by the National Geodetic Survey in January 1998.
 OR0816
 OR0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0816.GEOID18 height accuracy estimate available here.
 OR0816
 OR0816.Click photographs - Photos may exist for this station.
 OR0816
 OR0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0816
 OR0816. The following values were computed from the NAD 83(1996) position.
 OR0816
 OR0816;                    North         East     Units Scale Factor Converg.
 OR0816;SPC SD S     -    77,278.048   785,687.131   MT  0.99996358   +1 34 16.9
 OR0816;SPC SD S     -   253,536.40  2,577,708.53   sFT  0.99996358   +1 34 16.9
 OR0816;UTM  14      - 4,761,917.799   576,975.972   MT  0.99967289   +0 38 39.3
 OR0816
 OR0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7697561917(NAD 83)
 OR0816
 OR0816                          SUPERSEDED SURVEY CONTROL
 OR0816
 OR0816  NAD 83(1995)-  43 00 21.72818(N)    098 03 19.86095(W) AD(       ) 3
 OR0816  NAD 83(1986)-  43 00 21.74260(N)    098 03 19.85782(W) AD(       ) 3
 OR0816  NAD 27      -  43 00 21.75800(N)    098 03 18.58700(W) AD(       ) 3
 OR0816
 OR0816.Superseded values are not recommended for survey control.
 OR0816
 OR0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0816.See file dsdata.pdf to determine how the superseded data were derived.
 OR0816
 OR0816_MARKER: 53 = ELEVATED TANK
 OR0816
 OR0816  HISTORY     - Date     Condition        Report By
 OR0816  HISTORY     - 1948     FIRST OBSERVED   CGS
 OR0816
 OR0816                          STATION DESCRIPTION
 OR0816
 OR0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0816'THE STATION IS LOCATED AT THE EAST EDGE OF THE TOWN OF AVON.
 OR0816'IT IS 0.15 MILE NORTH, AND 0.25 MILE EAST OF THE POST OFFICE.
 OR0816'IT IS 48 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 50.
 OR0816'IT IS A 6 LEGGED STEEL STRUCTURE, 30 FEET ACROSS AT THE BASE
 OR0816'AND ABOUT 90 FEET HIGH.  IT IS PAINTED BLACK.
 OR0816'
 OR0816'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0118 ***********************************************************************
 QQ0118  DESIGNATION -  B
 QQ0118  PID         -  QQ0118
 QQ0118  STATE/COUNTY-  SD/ROBERTS
 QQ0118  COUNTRY     -  US
 QQ0118  USGS QUAD   -  BOISBERG (2019)
 QQ0118
 QQ0118                         *CURRENT SURVEY CONTROL
 QQ0118  ______________________________________________________________________
 QQ0118* NAD 83(1986) POSITION- 45 55 10.     (N) 096 34 13.     (W)   SCALED
 QQ0118* NAVD 88 ORTHO HEIGHT -   297.576 (meters)      976.30  (feet) ADJUSTED
 QQ0118  ______________________________________________________________________
 QQ0118  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 QQ0118  DYNAMIC HEIGHT  -        297.572 (meters)      976.28  (feet) COMP
 QQ0118  MODELED GRAVITY -    980,594.7   (mgal)                       NAVD 88
 QQ0118
 QQ0118  VERT ORDER      -  FIRST     CLASS II
 QQ0118
 QQ0118.The horizontal coordinates were scaled from a map and have
 QQ0118.an estimated accuracy of +/- 6 seconds.
 QQ0118
 QQ0118.The orthometric height was determined by differential leveling and
 QQ0118.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0118.in June 1991.
 QQ0118
 QQ0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0118.GEOID18 height accuracy estimate available here.
 QQ0118
 QQ0118.Click photographs - Photos may exist for this station.
 QQ0118
 QQ0118.The dynamic height is computed by dividing the NAVD 88
 QQ0118.geopotential number by the normal gravity value computed on the
 QQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0118.degrees latitude (g = 980.6199 gals.).
 QQ0118
 QQ0118.The modeled gravity was interpolated from observed gravity values.
 QQ0118
 QQ0118;                    North         East    Units  Estimated Accuracy
 QQ0118;SPC SD N     -   237,460.      866,000.      MT  (+/- 180 meters Scaled)
 QQ0118
 QQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR884879(NAD 83)
 QQ0118
 QQ0118                          SUPERSEDED SURVEY CONTROL
 QQ0118
 QQ0118  NGVD 29 (??/??/92)  297.362  (m)          975.60   (f) ADJ UNCH    1 2
 QQ0118
 QQ0118.Superseded values are not recommended for survey control.
 QQ0118
 QQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0118.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0118
 QQ0118_MARKER: DB = BENCH MARK DISK
 QQ0118_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0118_SP_SET: SANDSTONE SILL
 QQ0118_STAMPING: ELEV 975.595 FEET
 QQ0118_MARK LOGO: CGS
 QQ0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0118
 QQ0118  HISTORY     - Date     Condition        Report By
 QQ0118  HISTORY     - 1904     MONUMENTED       CGS
 QQ0118  HISTORY     - 1934     GOOD             CGS
 QQ0118
 QQ0118                          STATION DESCRIPTION
 QQ0118
 QQ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0118'AT WHITE ROCK.
 QQ0118'AT WHITE ROCK, ROBERTS COUNTY, ABOUT 625 FEET WEST OF THE
 QQ0118'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION,
 QQ0118'ON THE NORTH SIDE OF THE MAIN STREET, AT THE FRONT ENTRANCE
 QQ0118'OF A BUILDING OCCUPIED IN 1904 BY S.E. OSCARSON, ABOUT 26 FEET
 QQ0118'EAST OF THE SOUTHWEST CORNER, ABOUT 4 FEET WEST OF THE CENTER
 QQ0118'OF THE DOORWAY, IN THE TOP OF THE SANDSTONE SILL, AND ABOUT 1 FOOT
 QQ0118'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED ELEV. 975.595
 QQ0118'FEET.  NOTE-- THE BUILDING IS NOW VACANT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0453 ***********************************************************************
 OS0453  DESIGNATION -  B 10
 OS0453  PID         -  OS0453
 OS0453  STATE/COUNTY-  SD/JACKSON
 OS0453  COUNTRY     -  US
 OS0453  USGS QUAD   -  WETA (2017)
 OS0453
 OS0453                         *CURRENT SURVEY CONTROL
 OS0453  ______________________________________________________________________
 OS0453* NAD 83(1986) POSITION- 43 46 57.68   (N) 101 37 53.09   (W)   HD_HELD1
 OS0453* NAVD 88 ORTHO HEIGHT -   700.073 (meters)     2296.82  (feet) ADJUSTED
 OS0453  ______________________________________________________________________
 OS0453  GEOID HEIGHT    -        -21.124 (meters)                     GEOID18
 OS0453  DYNAMIC HEIGHT  -        699.850 (meters)     2296.09  (feet) COMP
 OS0453  MODELED GRAVITY -    980,279.2   (mgal)                       NAVD 88
 OS0453
 OS0453  VERT ORDER      -  FIRST     CLASS II
 OS0453
 OS0453.The horizontal coordinates were determined by differentially corrected
 OS0453.hand held GPS observations or other comparable positioning techniques
 OS0453.and have an estimated accuracy of +/- 3 meters.
 OS0453
 OS0453.The orthometric height was determined by differential leveling and
 OS0453.adjusted by the NATIONAL GEODETIC SURVEY
 OS0453.in June 1991.
 OS0453
 OS0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0453.GEOID18 height accuracy estimate available here.
 OS0453
 OS0453.Click photographs - Photos may exist for this station.
 OS0453
 OS0453.The dynamic height is computed by dividing the NAVD 88
 OS0453.geopotential number by the normal gravity value computed on the
 OS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0453.degrees latitude (g = 980.6199 gals.).
 OS0453
 OS0453.The modeled gravity was interpolated from observed gravity values.
 OS0453
 OS0453;                    North         East    Units  Estimated Accuracy
 OS0453;SPC SD S     -   161,827.9     495,520.2     MT  (+/- 3 meters HH1 GPS) 
 OS0453
 OS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8825651102(NAD 83)
 OS0453
 OS0453                          SUPERSEDED SURVEY CONTROL
 OS0453
 OS0453  NGVD 29 (??/??/92)  699.623  (m)         2295.35   (f) ADJ UNCH    1 2
 OS0453
 OS0453.Superseded values are not recommended for survey control.
 OS0453
 OS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0453.See file dsdata.pdf to determine how the superseded data were derived.
 OS0453
 OS0453_MARKER: DB = BENCH MARK DISK
 OS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0453_STAMPING: B 10 1925 2295.297
 OS0453_MARK LOGO: CGS
 OS0453_PROJECTION: FLUSH
 OS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0453+STABILITY: SURFACE MOTION
 OS0453
 OS0453  HISTORY     - Date     Condition        Report By
 OS0453  HISTORY     - 1925     MONUMENTED       CGS
 OS0453  HISTORY     - 1962     GOOD             CGS
 OS0453
 OS0453                          STATION DESCRIPTION
 OS0453
 OS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0453'7.4 MI SW FROM KADOKA.
 OS0453'ABOUT 7.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0453'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 17,
 OS0453'T 3 S, R 21 E, 58 FEET WEST OF THE 4TH TELEPHONE POLE WEST OF
 OS0453'MILE POST 569, 79 FEET SOUTHEAST OF THE CENTER OF A CROSSING WITH
 OS0453'A TRAIL ROAD, 69 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD,
 OS0453'39 1/2 FEET SOUTH OF SOUTH RAIL, 2.0 FEET WEST OF A METAL WITNESS
 OS0453'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0507 ***********************************************************************
 PU0507  DESIGNATION -  B 10 G
 PU0507  PID         -  PU0507
 PU0507  STATE/COUNTY-  SD/PENNINGTON
 PU0507  COUNTRY     -  US
 PU0507  USGS QUAD   -  WASTA NW (2017)
 PU0507
 PU0507                         *CURRENT SURVEY CONTROL
 PU0507  ______________________________________________________________________
 PU0507* NAD 83(1986) POSITION- 44 10 10.     (N) 102 22 40.     (W)   SCALED
 PU0507* NAVD 88 ORTHO HEIGHT -   771.692 (meters)     2531.79  (feet) ADJUSTED
 PU0507  ______________________________________________________________________
 PU0507  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 PU0507  DYNAMIC HEIGHT  -        771.476 (meters)     2531.08  (feet) COMP
 PU0507  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 PU0507
 PU0507  VERT ORDER      -  SECOND    CLASS 0
 PU0507
 PU0507.The horizontal coordinates were scaled from a map and have
 PU0507.an estimated accuracy of +/- 6 seconds.
 PU0507
 PU0507.The orthometric height was determined by differential leveling and
 PU0507.adjusted by the NATIONAL GEODETIC SURVEY
 PU0507.in June 1991.
 PU0507
 PU0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0507.GEOID18 height accuracy estimate available here.
 PU0507
 PU0507.Click photographs - Photos may exist for this station.
 PU0507
 PU0507.The dynamic height is computed by dividing the NAVD 88
 PU0507.geopotential number by the normal gravity value computed on the
 PU0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0507.degrees latitude (g = 980.6199 gals.).
 PU0507
 PU0507.The modeled gravity was interpolated from observed gravity values.
 PU0507
 PU0507;                    North         East    Units  Estimated Accuracy
 PU0507;SPC SD S     -   205,990.      436,510.      MT  (+/- 180 meters Scaled)
 PU0507
 PU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ096940(NAD 83)
 PU0507
 PU0507                          SUPERSEDED SURVEY CONTROL
 PU0507
 PU0507  NGVD 29 (??/??/92)  771.24   (m)         2530.3    (f) COMPUTED    2 0
 PU0507
 PU0507.Superseded values are not recommended for survey control.
 PU0507
 PU0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0507.See file dsdata.pdf to determine how the superseded data were derived.
 PU0507
 PU0507_MARKER: DS = TRIANGULATION STATION DISK
 PU0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0507_STAMPING: B 10 G 1961
 PU0507_MARK LOGO: CGS
 PU0507_PROJECTION: FLUSH
 PU0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0507+STABILITY: SURFACE MOTION
 PU0507
 PU0507  HISTORY     - Date     Condition        Report By
 PU0507  HISTORY     - 1961     MONUMENTED       CGS
 PU0507  HISTORY     - 1962     GOOD             CGS
 PU0507
 PU0507                          STATION DESCRIPTION
 PU0507
 PU0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0507'19.2 MI NW FROM WALL.
 PU0507'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0507'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0507'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0507'THENCE 2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 8.75 MILES
 PU0507'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 36, T 3 N, R 14 E,
 PU0507'ON THE WEST RIM OF A BLUFF OVERLOOKING THE CHEYENNE RIVER 209
 PU0507'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 52.7 FEET WEST
 PU0507'OF B 10 G R.M. 2, 52.8 FEET SOUTH OF B 10 G R.M. 1, 27 FEET
 PU0507'WEST OF A FENCE CORNER, 4 FEET NORTH OF A FENCE, 5.0 FEET
 PU0507'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PU0507'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0508 ***********************************************************************
 PU0508  DESIGNATION -  B 10 G RM 1
 PU0508  PID         -  PU0508
 PU0508  STATE/COUNTY-  SD/PENNINGTON
 PU0508  COUNTRY     -  US
 PU0508  USGS QUAD   -  WASTA NW (2017)
 PU0508
 PU0508                         *CURRENT SURVEY CONTROL
 PU0508  ______________________________________________________________________
 PU0508* NAD 83(1986) POSITION- 44 10 10.     (N) 102 22 40.     (W)   SCALED
 PU0508* NAVD 88 ORTHO HEIGHT -   771.442 (meters)     2530.97  (feet) ADJUSTED
 PU0508  ______________________________________________________________________
 PU0508  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 PU0508  DYNAMIC HEIGHT  -        771.227 (meters)     2530.27  (feet) COMP
 PU0508  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 PU0508
 PU0508  VERT ORDER      -  SECOND    CLASS 0
 PU0508
 PU0508.The horizontal coordinates were scaled from a map and have
 PU0508.an estimated accuracy of +/- 6 seconds.
 PU0508
 PU0508.The orthometric height was determined by differential leveling and
 PU0508.adjusted by the NATIONAL GEODETIC SURVEY
 PU0508.in June 1991.
 PU0508
 PU0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0508.GEOID18 height accuracy estimate available here.
 PU0508
 PU0508.Click photographs - Photos may exist for this station.
 PU0508
 PU0508.The dynamic height is computed by dividing the NAVD 88
 PU0508.geopotential number by the normal gravity value computed on the
 PU0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0508.degrees latitude (g = 980.6199 gals.).
 PU0508
 PU0508.The modeled gravity was interpolated from observed gravity values.
 PU0508
 PU0508;                    North         East    Units  Estimated Accuracy
 PU0508;SPC SD S     -   205,990.      436,510.      MT  (+/- 180 meters Scaled)
 PU0508
 PU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ096940(NAD 83)
 PU0508
 PU0508                          SUPERSEDED SURVEY CONTROL
 PU0508
 PU0508  NGVD 29 (??/??/92)  770.99   (m)         2529.5    (f) COMPUTED    2 0
 PU0508
 PU0508.Superseded values are not recommended for survey control.
 PU0508
 PU0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0508.See file dsdata.pdf to determine how the superseded data were derived.
 PU0508
 PU0508_MARKER: DR = REFERENCE MARK DISK
 PU0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0508_STAMPING: B 10 G NO 1 1961
 PU0508_MARK LOGO: CGS
 PU0508_PROJECTION: FLUSH
 PU0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0508+STABILITY: SURFACE MOTION
 PU0508
 PU0508  HISTORY     - Date     Condition        Report By
 PU0508  HISTORY     - 1961     MONUMENTED       CGS
 PU0508  HISTORY     - 1962     GOOD             CGS
 PU0508
 PU0508                          STATION DESCRIPTION
 PU0508
 PU0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0508'19.2 MI NW FROM WALL.
 PU0508'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0508'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0508'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0508'THENCE 2.0 MILE WEST ALONG A TRAIL ROAD, THENCE 8.75 MILES
 PU0508'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 36, T 3 N, R 15 E,
 PU0508'ON THE WEST RIM OF A BLUFF OVERLOOKING THE CHEYENNE RIVER 163
 PU0508'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 52.8 FEET NORTH
 PU0508'OF B 10 G 1961, 54.6 FEET NORTH OF A FENCE, AND SET IN THE TOP OF
 PU0508'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0506 ***********************************************************************
 PU0506  DESIGNATION -  B 10 G RM 2
 PU0506  PID         -  PU0506
 PU0506  STATE/COUNTY-  SD/PENNINGTON
 PU0506  COUNTRY     -  US
 PU0506  USGS QUAD   -  WASTA NW (2017)
 PU0506
 PU0506                         *CURRENT SURVEY CONTROL
 PU0506  ______________________________________________________________________
 PU0506* NAD 83(1986) POSITION- 44 10 10.     (N) 102 22 40.     (W)   SCALED
 PU0506* NAVD 88 ORTHO HEIGHT -   771.573 (meters)     2531.40  (feet) ADJUSTED
 PU0506  ______________________________________________________________________
 PU0506  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 PU0506  DYNAMIC HEIGHT  -        771.358 (meters)     2530.70  (feet) COMP
 PU0506  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 PU0506
 PU0506  VERT ORDER      -  SECOND    CLASS 0
 PU0506
 PU0506.The horizontal coordinates were scaled from a map and have
 PU0506.an estimated accuracy of +/- 6 seconds.
 PU0506
 PU0506.The orthometric height was determined by differential leveling and
 PU0506.adjusted by the NATIONAL GEODETIC SURVEY
 PU0506.in June 1991.
 PU0506
 PU0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0506.GEOID18 height accuracy estimate available here.
 PU0506
 PU0506.Click photographs - Photos may exist for this station.
 PU0506
 PU0506.The dynamic height is computed by dividing the NAVD 88
 PU0506.geopotential number by the normal gravity value computed on the
 PU0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0506.degrees latitude (g = 980.6199 gals.).
 PU0506
 PU0506.The modeled gravity was interpolated from observed gravity values.
 PU0506
 PU0506;                    North         East    Units  Estimated Accuracy
 PU0506;SPC SD S     -   205,990.      436,510.      MT  (+/- 180 meters Scaled)
 PU0506
 PU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ096940(NAD 83)
 PU0506
 PU0506                          SUPERSEDED SURVEY CONTROL
 PU0506
 PU0506  NGVD 29 (??/??/92)  771.12   (m)         2529.9    (f) COMPUTED    2 0
 PU0506
 PU0506.Superseded values are not recommended for survey control.
 PU0506
 PU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0506.See file dsdata.pdf to determine how the superseded data were derived.
 PU0506
 PU0506_MARKER: DR = REFERENCE MARK DISK
 PU0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0506_STAMPING: B 10 G NO 2 1961
 PU0506_MARK LOGO: CGS
 PU0506_PROJECTION: FLUSH
 PU0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0506+STABILITY: SURFACE MOTION
 PU0506
 PU0506  HISTORY     - Date     Condition        Report By
 PU0506  HISTORY     - 1961     MONUMENTED       CGS
 PU0506  HISTORY     - 1962     GOOD             CGS
 PU0506
 PU0506                          STATION DESCRIPTION
 PU0506
 PU0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0506'19.2 MI NW FROM WALL.
 PU0506'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0506'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0506'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0506'THENCE 2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 8.75 MILES
 PU0506'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 36, T 3 N, R 15 E,
 PU0506'ON THE WEST RIM OF A BLUFF OVERLOOKING THE CHEYENNE RIVER
 PU0506'170 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 52.7 FEET
 PU0506'EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND SET IN
 PU0506'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0511 ***********************************************************************
 PU0511  DESIGNATION -  B 10 H
 PU0511  PID         -  PU0511
 PU0511  STATE/COUNTY-  SD/PENNINGTON
 PU0511  COUNTRY     -  US
 PU0511  USGS QUAD   -  WASTA NW (2017)
 PU0511
 PU0511                         *CURRENT SURVEY CONTROL
 PU0511  ______________________________________________________________________
 PU0511* NAD 83(1986) POSITION- 44 10 45.     (N) 102 23 00.     (W)   SCALED
 PU0511* NAVD 88 ORTHO HEIGHT -   758.907 (meters)     2489.85  (feet) ADJUSTED
 PU0511  ______________________________________________________________________
 PU0511  GEOID HEIGHT    -        -18.805 (meters)                     GEOID18
 PU0511  DYNAMIC HEIGHT  -        758.695 (meters)     2489.15  (feet) COMP
 PU0511  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PU0511
 PU0511  VERT ORDER      -  SECOND    CLASS 0
 PU0511
 PU0511.The horizontal coordinates were scaled from a map and have
 PU0511.an estimated accuracy of +/- 6 seconds.
 PU0511
 PU0511.The orthometric height was determined by differential leveling and
 PU0511.adjusted by the NATIONAL GEODETIC SURVEY
 PU0511.in June 1991.
 PU0511
 PU0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0511.GEOID18 height accuracy estimate available here.
 PU0511
 PU0511.Click photographs - Photos may exist for this station.
 PU0511
 PU0511.The dynamic height is computed by dividing the NAVD 88
 PU0511.geopotential number by the normal gravity value computed on the
 PU0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0511.degrees latitude (g = 980.6199 gals.).
 PU0511
 PU0511.The modeled gravity was interpolated from observed gravity values.
 PU0511
 PU0511;                    North         East    Units  Estimated Accuracy
 PU0511;SPC SD S     -   207,090.      436,100.      MT  (+/- 180 meters Scaled)
 PU0511
 PU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ091951(NAD 83)
 PU0511
 PU0511                          SUPERSEDED SURVEY CONTROL
 PU0511
 PU0511  NGVD 29 (??/??/92)  758.46   (m)         2488.4    (f) COMPUTED    2 0
 PU0511
 PU0511.Superseded values are not recommended for survey control.
 PU0511
 PU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0511.See file dsdata.pdf to determine how the superseded data were derived.
 PU0511
 PU0511_MARKER: DS = TRIANGULATION STATION DISK
 PU0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0511_STAMPING: B 10 H 1961
 PU0511_MARK LOGO: CGS
 PU0511_PROJECTION: FLUSH
 PU0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0511+STABILITY: SURFACE MOTION
 PU0511
 PU0511  HISTORY     - Date     Condition        Report By
 PU0511  HISTORY     - 1961     MONUMENTED       CGS
 PU0511  HISTORY     - 1962     GOOD             CGS
 PU0511
 PU0511                          STATION DESCRIPTION
 PU0511
 PU0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0511'20 MI NW FROM WALL.
 PU0511'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0511'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0511'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0511'THENCE 2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 9.55 MILES
 PU0511'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 36, T 3 N, R 14 E,
 PU0511'ON THE WEST RIM OF A HILL OVERLOOKING THE CHEYENNE RIVER, 283.7
 PU0511'FEET FROM THE CENTER LINE OF THE ROAD, 46.7 FEET WEST OF B 10
 PU0511'H R.M. 1, 50.3 FEET NORTH-NORTHWEST OF B 10 R.M. 2, AND SET IN THE
 PU0511'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0505 ***********************************************************************
 PU0505  DESIGNATION -  B 10 H AZ MK
 PU0505  PID         -  PU0505
 PU0505  STATE/COUNTY-  SD/PENNINGTON
 PU0505  COUNTRY     -  US
 PU0505  USGS QUAD   -  WASTA NE (2017)
 PU0505
 PU0505                         *CURRENT SURVEY CONTROL
 PU0505  ______________________________________________________________________
 PU0505* NAD 83(1986) POSITION- 44 10 12.     (N) 102 22 24.     (W)   SCALED
 PU0505* NAVD 88 ORTHO HEIGHT -   770.730 (meters)     2528.64  (feet) ADJUSTED
 PU0505  ______________________________________________________________________
 PU0505  GEOID HEIGHT    -        -18.810 (meters)                     GEOID18
 PU0505  DYNAMIC HEIGHT  -        770.515 (meters)     2527.93  (feet) COMP
 PU0505  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 PU0505
 PU0505  VERT ORDER      -  SECOND    CLASS 0
 PU0505
 PU0505.The horizontal coordinates were scaled from a map and have
 PU0505.an estimated accuracy of +/- 6 seconds.
 PU0505
 PU0505.The orthometric height was determined by differential leveling and
 PU0505.adjusted by the NATIONAL GEODETIC SURVEY
 PU0505.in June 1991.
 PU0505
 PU0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0505.GEOID18 height accuracy estimate available here.
 PU0505
 PU0505.Click photographs - Photos may exist for this station.
 PU0505
 PU0505.The dynamic height is computed by dividing the NAVD 88
 PU0505.geopotential number by the normal gravity value computed on the
 PU0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0505.degrees latitude (g = 980.6199 gals.).
 PU0505
 PU0505.The modeled gravity was interpolated from observed gravity values.
 PU0505
 PU0505;                    North         East    Units  Estimated Accuracy
 PU0505;SPC SD S     -   206,050.      436,870.      MT  (+/- 180 meters Scaled)
 PU0505
 PU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ099941(NAD 83)
 PU0505
 PU0505                          SUPERSEDED SURVEY CONTROL
 PU0505
 PU0505  NGVD 29 (??/??/92)  770.28   (m)         2527.2    (f) COMPUTED    2 0
 PU0505
 PU0505.Superseded values are not recommended for survey control.
 PU0505
 PU0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0505.See file dsdata.pdf to determine how the superseded data were derived.
 PU0505
 PU0505_MARKER: DZ = AZIMUTH MARK DISK
 PU0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0505_STAMPING: B 10 H 1961
 PU0505_MARK LOGO: CGS
 PU0505_PROJECTION: FLUSH
 PU0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0505+STABILITY: SURFACE MOTION
 PU0505
 PU0505  HISTORY     - Date     Condition        Report By
 PU0505  HISTORY     - 1961     MONUMENTED       CGS
 PU0505  HISTORY     - 1962     GOOD             CGS
 PU0505
 PU0505                          STATION DESCRIPTION
 PU0505
 PU0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0505'19.2 MI NW FROM WALL.
 PU0505'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0505'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0505'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0505'THENCE 2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 9.45 MILES
 PU0505'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ACROSS
 PU0505'COUNTRY, 0.25 MILE NORTHEAST OF B 10 G 1961, 0.2 MILE NORTHWEST
 PU0505'OF A CATTLE GUARD, 0.2 MILE SOUTHWEST OF A ROW OF POWER POLES,
 PU0505'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PU0505'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0512 ***********************************************************************
 PU0512  DESIGNATION -  B 10 H RM 1
 PU0512  PID         -  PU0512
 PU0512  STATE/COUNTY-  SD/PENNINGTON
 PU0512  COUNTRY     -  US
 PU0512  USGS QUAD   -  WASTA NW (2017)
 PU0512
 PU0512                         *CURRENT SURVEY CONTROL
 PU0512  ______________________________________________________________________
 PU0512* NAD 83(1986) POSITION- 44 10 45.     (N) 102 23 00.     (W)   SCALED
 PU0512* NAVD 88 ORTHO HEIGHT -   758.396 (meters)     2488.17  (feet) ADJUSTED
 PU0512  ______________________________________________________________________
 PU0512  GEOID HEIGHT    -        -18.805 (meters)                     GEOID18
 PU0512  DYNAMIC HEIGHT  -        758.185 (meters)     2487.48  (feet) COMP
 PU0512  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PU0512
 PU0512  VERT ORDER      -  SECOND    CLASS 0
 PU0512
 PU0512.The horizontal coordinates were scaled from a map and have
 PU0512.an estimated accuracy of +/- 6 seconds.
 PU0512
 PU0512.The orthometric height was determined by differential leveling and
 PU0512.adjusted by the NATIONAL GEODETIC SURVEY
 PU0512.in June 1991.
 PU0512
 PU0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0512.GEOID18 height accuracy estimate available here.
 PU0512
 PU0512.Click photographs - Photos may exist for this station.
 PU0512
 PU0512.The dynamic height is computed by dividing the NAVD 88
 PU0512.geopotential number by the normal gravity value computed on the
 PU0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0512.degrees latitude (g = 980.6199 gals.).
 PU0512
 PU0512.The modeled gravity was interpolated from observed gravity values.
 PU0512
 PU0512;                    North         East    Units  Estimated Accuracy
 PU0512;SPC SD S     -   207,090.      436,100.      MT  (+/- 180 meters Scaled)
 PU0512
 PU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ091951(NAD 83)
 PU0512
 PU0512                          SUPERSEDED SURVEY CONTROL
 PU0512
 PU0512  NGVD 29 (??/??/92)  757.95   (m)         2486.7    (f) COMPUTED    2 0
 PU0512
 PU0512.Superseded values are not recommended for survey control.
 PU0512
 PU0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0512.See file dsdata.pdf to determine how the superseded data were derived.
 PU0512
 PU0512_MARKER: DR = REFERENCE MARK DISK
 PU0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0512_STAMPING: B 10 H NO 1 1961
 PU0512_MARK LOGO: CGS
 PU0512_PROJECTION: FLUSH
 PU0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0512+STABILITY: SURFACE MOTION
 PU0512
 PU0512  HISTORY     - Date     Condition        Report By
 PU0512  HISTORY     - 1961     MONUMENTED       CGS
 PU0512  HISTORY     - 1962     GOOD             CGS
 PU0512
 PU0512                          STATION DESCRIPTION
 PU0512
 PU0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0512'20 MI NW FROM WALL.
 PU0512'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0512'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0512'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 PU0512'2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 9.55 MILES NORTHWEST
 PU0512'ALONG A GRAVELED ROAD, IN SECTION 36, T 3 N, R 14 E, ON THE
 PU0512'WEST RIM OF A HILL OVERLOOKING THE CHEYENNE RIVER, 237 FEET
 PU0512'WEST OF THE CENTER LINE OF THE ROAD, 46.7 FEET EAST OF B 10
 PU0512'H 1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0512'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0510 ***********************************************************************
 PU0510  DESIGNATION -  B 10 H RM 2
 PU0510  PID         -  PU0510
 PU0510  STATE/COUNTY-  SD/PENNINGTON
 PU0510  COUNTRY     -  US
 PU0510  USGS QUAD   -  WASTA NW (2017)
 PU0510
 PU0510                         *CURRENT SURVEY CONTROL
 PU0510  ______________________________________________________________________
 PU0510* NAD 83(1986) POSITION- 44 10 45.     (N) 102 23 00.     (W)   SCALED
 PU0510* NAVD 88 ORTHO HEIGHT -   758.998 (meters)     2490.15  (feet) ADJUSTED
 PU0510  ______________________________________________________________________
 PU0510  GEOID HEIGHT    -        -18.805 (meters)                     GEOID18
 PU0510  DYNAMIC HEIGHT  -        758.786 (meters)     2489.45  (feet) COMP
 PU0510  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PU0510
 PU0510  VERT ORDER      -  SECOND    CLASS 0
 PU0510
 PU0510.The horizontal coordinates were scaled from a map and have
 PU0510.an estimated accuracy of +/- 6 seconds.
 PU0510
 PU0510.The orthometric height was determined by differential leveling and
 PU0510.adjusted by the NATIONAL GEODETIC SURVEY
 PU0510.in June 1991.
 PU0510
 PU0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0510.GEOID18 height accuracy estimate available here.
 PU0510
 PU0510.Click photographs - Photos may exist for this station.
 PU0510
 PU0510.The dynamic height is computed by dividing the NAVD 88
 PU0510.geopotential number by the normal gravity value computed on the
 PU0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0510.degrees latitude (g = 980.6199 gals.).
 PU0510
 PU0510.The modeled gravity was interpolated from observed gravity values.
 PU0510
 PU0510;                    North         East    Units  Estimated Accuracy
 PU0510;SPC SD S     -   207,090.      436,100.      MT  (+/- 180 meters Scaled)
 PU0510
 PU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ091951(NAD 83)
 PU0510
 PU0510                          SUPERSEDED SURVEY CONTROL
 PU0510
 PU0510  NGVD 29 (??/??/92)  758.55   (m)         2488.7    (f) COMPUTED    2 0
 PU0510
 PU0510.Superseded values are not recommended for survey control.
 PU0510
 PU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0510.See file dsdata.pdf to determine how the superseded data were derived.
 PU0510
 PU0510_MARKER: DR = REFERENCE MARK DISK
 PU0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0510_STAMPING: B 10 H NO 2 1961
 PU0510_MARK LOGO: CGS
 PU0510_PROJECTION: FLUSH
 PU0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0510+STABILITY: SURFACE MOTION
 PU0510
 PU0510  HISTORY     - Date     Condition        Report By
 PU0510  HISTORY     - 1961     MONUMENTED       CGS
 PU0510  HISTORY     - 1962     GOOD             CGS
 PU0510
 PU0510                          STATION DESCRIPTION
 PU0510
 PU0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0510'20 MI NW FROM WALL.
 PU0510'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0510'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0510'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0510'THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES
 PU0510'WEST ALONG A TRAIL ROAD, THENCE 9.55 MILES NORTHWEST ALONG A
 PU0510'GRAVELED ROAD, IN SECTION 36, T 3 N, R 14 E, 218 FEET WEST
 PU0510'OF THE CENTER LINE OF THE ROAD, 50.3 FEET SOUTH-SOUTHEAST OF B
 PU0510'10 H 1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PU0510'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0270 ***********************************************************************
 OT0270  DESIGNATION -  B 11
 OT0270  PID         -  OT0270
 OT0270  STATE/COUNTY-  SD/PENNINGTON
 OT0270  COUNTRY     -  US
 OT0270  USGS QUAD   -  CAPUTA (2017)
 OT0270
 OT0270                         *CURRENT SURVEY CONTROL
 OT0270  ______________________________________________________________________
 OT0270* NAD 83(1986) POSITION- 43 59 41.28   (N) 102 59 09.36   (W)   HD_HELD1
 OT0270* NAVD 88 ORTHO HEIGHT -   887.781 (meters)     2912.66  (feet) ADJUSTED
 OT0270  ______________________________________________________________________
 OT0270  GEOID HEIGHT    -        -16.997 (meters)                     GEOID18
 OT0270  DYNAMIC HEIGHT  -        887.485 (meters)     2911.69  (feet) COMP
 OT0270  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 OT0270
 OT0270  VERT ORDER      -  FIRST     CLASS II
 OT0270
 OT0270.The horizontal coordinates were determined by differentially corrected
 OT0270.hand held GPS observations or other comparable positioning techniques
 OT0270.and have an estimated accuracy of +/- 3 meters.
 OT0270
 OT0270.The orthometric height was determined by differential leveling and
 OT0270.adjusted by the NATIONAL GEODETIC SURVEY
 OT0270.in June 1991.
 OT0270
 OT0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0270.GEOID18 height accuracy estimate available here.
 OT0270
 OT0270.Click photographs - Photos may exist for this station.
 OT0270
 OT0270.The dynamic height is computed by dividing the NAVD 88
 OT0270.geopotential number by the normal gravity value computed on the
 OT0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0270.degrees latitude (g = 980.6199 gals.).
 OT0270
 OT0270.The modeled gravity was interpolated from observed gravity values.
 OT0270
 OT0270;                    North         East    Units  Estimated Accuracy
 OT0270;SPC SD S     -   187,974.4     387,277.9     MT  (+/- 3 meters HH1 GPS) 
 OT0270
 OT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6149173267(NAD 83)
 OT0270
 OT0270                          SUPERSEDED SURVEY CONTROL
 OT0270
 OT0270  NGVD 29 (??/??/92)  887.317  (m)         2911.14   (f) ADJ UNCH    1 2
 OT0270
 OT0270.Superseded values are not recommended for survey control.
 OT0270
 OT0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0270.See file dsdata.pdf to determine how the superseded data were derived.
 OT0270
 OT0270_MARKER: DB = BENCH MARK DISK
 OT0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0270_STAMPING: B 11 1925 2911.139
 OT0270_MARK LOGO: CGS
 OT0270_PROJECTION: FLUSH
 OT0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0270+STABILITY: SURFACE MOTION
 OT0270
 OT0270  HISTORY     - Date     Condition        Report By
 OT0270  HISTORY     - 1925     MONUMENTED       CGS
 OT0270  HISTORY     - 1962     GOOD             CGS
 OT0270  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0270  HISTORY     - 20120314 MARK NOT FOUND   INDIV
 OT0270
 OT0270                          STATION DESCRIPTION
 OT0270
 OT0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0270'13.9 MI SE FROM RAPID CITY.
 OT0270'ABOUT 13.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0270'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0270'RAILWAY STATION AT RAPID CITY, 0.3 MILE WEST-NORTHWEST OF THE
 OT0270'SECTION HOUSE AT CAPUTA, 0.3 MILE WEST OF THE CAPUTA SCHOOL
 OT0270'HOUSE, 0.45 MILE EAST OF MILE POST 647, 76 FEET NORTHWEST OF THE
 OT0270'CENTER OF A ROAD CROSSING, 90 FEET WEST OF A POWER POLE, 75 FEET
 OT0270'SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 40, 20 FEET
 OT0270'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 1.2 FEET SOUTH
 OT0270'OF A METAL WITNESS POST ABOUT 2 FEET BELOW THE LEVEL OF THE
 OT0270'HIGHWAY AND ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A
 OT0270'CONCRETE POST FLUSH WITH THE GROUND.
 OT0270
 OT0270                          STATION RECOVERY (1985)
 OT0270
 OT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0270'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 OT0270'BEEN DESTROYED.
 OT0270
 OT0270                          STATION RECOVERY (2012)
 OT0270
 OT0270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0523 ***********************************************************************
 PU0523  DESIGNATION -  B 11 E
 PU0523  PID         -  PU0523
 PU0523  STATE/COUNTY-  SD/PENNINGTON
 PU0523  COUNTRY     -  US
 PU0523  USGS QUAD   -  WASTA NE (2017)
 PU0523
 PU0523                         *CURRENT SURVEY CONTROL
 PU0523  ______________________________________________________________________
 PU0523* NAD 83(1986) POSITION- 44 11 28.     (N) 102 17 28.     (W)   SCALED
 PU0523* NAVD 88 ORTHO HEIGHT -   878.255 (meters)     2881.41  (feet) ADJUSTED
 PU0523  ______________________________________________________________________
 PU0523  GEOID HEIGHT    -        -19.013 (meters)                     GEOID18
 PU0523  DYNAMIC HEIGHT  -        878.005 (meters)     2880.59  (feet) COMP
 PU0523  MODELED GRAVITY -    980,302.8   (mgal)                       NAVD 88
 PU0523
 PU0523  VERT ORDER      -  SECOND    CLASS 0
 PU0523
 PU0523.The horizontal coordinates were scaled from a map and have
 PU0523.an estimated accuracy of +/- 6 seconds.
 PU0523
 PU0523.The orthometric height was determined by differential leveling and
 PU0523.adjusted by the NATIONAL GEODETIC SURVEY
 PU0523.in June 1991.
 PU0523
 PU0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0523.GEOID18 height accuracy estimate available here.
 PU0523
 PU0523.Click photographs - Photos may exist for this station.
 PU0523
 PU0523.The dynamic height is computed by dividing the NAVD 88
 PU0523.geopotential number by the normal gravity value computed on the
 PU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0523.degrees latitude (g = 980.6199 gals.).
 PU0523
 PU0523.The modeled gravity was interpolated from observed gravity values.
 PU0523
 PU0523;                    North         East    Units  Estimated Accuracy
 PU0523;SPC SD S     -   208,230.      443,500.      MT  (+/- 180 meters Scaled)
 PU0523
 PU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ164966(NAD 83)
 PU0523
 PU0523                          SUPERSEDED SURVEY CONTROL
 PU0523
 PU0523  NGVD 29 (??/??/92)  877.80   (m)         2879.9    (f) COMPUTED    2 0
 PU0523
 PU0523.Superseded values are not recommended for survey control.
 PU0523
 PU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0523.See file dsdata.pdf to determine how the superseded data were derived.
 PU0523
 PU0523_MARKER: DS = TRIANGULATION STATION DISK
 PU0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0523_STAMPING: B 11 E 1961
 PU0523_MARK LOGO: CGS
 PU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0523+STABILITY: SURFACE MOTION
 PU0523
 PU0523  HISTORY     - Date     Condition        Report By
 PU0523  HISTORY     - 1961     MONUMENTED       CGS
 PU0523  HISTORY     - 1962     GOOD             CGS
 PU0523
 PU0523                          STATION DESCRIPTION
 PU0523
 PU0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0523'10.2 MI SW FROM CREIGHTON.
 PU0523'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0523'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0523'A GRAVELED ROAD TO A CURVE, THENCE 1.6 MILES NORTHWEST ALONG
 PU0523'A GRAVELED ROAD TO A CURVE, THENCE 0.2 MILE WEST ALONG A TRAIL
 PU0523'ROAD ALONG THE SOUTH SIDE OF A FENCE TO FENCE CORNER, THENCE
 PU0523'0.1 MILE NORTH ALONG THE WEST SIDE OF A FENCE LINE AND ROW OF
 PU0523'TREES, IN SECTION 27, T 3 N, R 15 E, 97 FEET NORTH-NORTHWEST
 PU0523'OF THE MOST NORTHERLY TREE IN A ROW OF TREES, 115 FEET
 PU0523'SOUTH-SOUTHWEST OF THE WELL CASING OF AN ABANDONED WELL, 51.6
 PU0523'FEET EAST OF B 11 E NO 1, 53.1 FEET NORTH OF B 11 E NO 2,
 PU0523'3 1/2 FEET EAST OF A OLD FENCE LINE, AND SET IN THE TOP OF A
 PU0523'CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0520 ***********************************************************************
 PU0520  DESIGNATION -  B 11 E AZ MK
 PU0520  PID         -  PU0520
 PU0520  STATE/COUNTY-  SD/PENNINGTON
 PU0520  COUNTRY     -  US
 PU0520  USGS QUAD   -  WASTA NE (2017)
 PU0520
 PU0520                         *CURRENT SURVEY CONTROL
 PU0520  ______________________________________________________________________
 PU0520* NAD 83(1986) POSITION- 44 11 15.     (N) 102 17 35.     (W)   SCALED
 PU0520* NAVD 88 ORTHO HEIGHT -   872.287 (meters)     2861.83  (feet) ADJUSTED
 PU0520  ______________________________________________________________________
 PU0520  GEOID HEIGHT    -        -19.004 (meters)                     GEOID18
 PU0520  DYNAMIC HEIGHT  -        872.038 (meters)     2861.01  (feet) COMP
 PU0520  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 PU0520
 PU0520  VERT ORDER      -  SECOND    CLASS 0
 PU0520
 PU0520.The horizontal coordinates were scaled from a map and have
 PU0520.an estimated accuracy of +/- 6 seconds.
 PU0520
 PU0520.The orthometric height was determined by differential leveling and
 PU0520.adjusted by the NATIONAL GEODETIC SURVEY
 PU0520.in June 1991.
 PU0520
 PU0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0520.GEOID18 height accuracy estimate available here.
 PU0520
 PU0520.Click photographs - Photos may exist for this station.
 PU0520
 PU0520.The dynamic height is computed by dividing the NAVD 88
 PU0520.geopotential number by the normal gravity value computed on the
 PU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0520.degrees latitude (g = 980.6199 gals.).
 PU0520
 PU0520.The modeled gravity was interpolated from observed gravity values.
 PU0520
 PU0520;                    North         East    Units  Estimated Accuracy
 PU0520;SPC SD S     -   207,840.      443,340.      MT  (+/- 180 meters Scaled)
 PU0520
 PU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ163962(NAD 83)
 PU0520
 PU0520                          SUPERSEDED SURVEY CONTROL
 PU0520
 PU0520  NGVD 29 (??/??/92)  871.83   (m)         2860.3    (f) COMPUTED    2 0
 PU0520
 PU0520.Superseded values are not recommended for survey control.
 PU0520
 PU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0520.See file dsdata.pdf to determine how the superseded data were derived.
 PU0520
 PU0520_MARKER: DZ = AZIMUTH MARK DISK
 PU0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0520_STAMPING: B 11 E 1961
 PU0520_MARK LOGO: CGS
 PU0520_PROJECTION: FLUSH
 PU0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0520+STABILITY: SURFACE MOTION
 PU0520
 PU0520  HISTORY     - Date     Condition        Report By
 PU0520  HISTORY     - 1961     MONUMENTED       CGS
 PU0520  HISTORY     - 1962     GOOD             CGS
 PU0520
 PU0520                          STATION DESCRIPTION
 PU0520
 PU0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0520'10.4 MI SW FROM CREIGHTON.
 PU0520'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST
 PU0520'OFFICE AND SERVICE STATION AT CREIGHTON, THENCE 3.0 MILES WEST
 PU0520'ALONG A GRAVELED ROAD, THENCE 1.6 MILES NORTHWEST ALONG A
 PU0520'GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A TRAIL ROAD ALONG
 PU0520'THE SOUTH SIDE OF A FENCE TO A FENCE CORNER, THENCE 0.05 MILE
 PU0520'WEST TO AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET, THENCE
 PU0520'0.25 MILE SOUTH ACROSS COUNTRY TO A FENCE, IN SECTION 27,
 PU0520'T 3 N, R 15 E, 39 1/2 FEET NORTHWEST OF A STEEL PIPE CORNER
 PU0520'POST IN A STEEL MESH FENCE, AND SET IN THE TOP OF A CONCRETE
 PU0520'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0522 ***********************************************************************
 PU0522  DESIGNATION -  B 11 E RM 1
 PU0522  PID         -  PU0522
 PU0522  STATE/COUNTY-  SD/PENNINGTON
 PU0522  COUNTRY     -  US
 PU0522  USGS QUAD   -  WASTA NE (2017)
 PU0522
 PU0522                         *CURRENT SURVEY CONTROL
 PU0522  ______________________________________________________________________
 PU0522* NAD 83(1986) POSITION- 44 11 28.     (N) 102 17 29.     (W)   SCALED
 PU0522* NAVD 88 ORTHO HEIGHT -   878.508 (meters)     2882.24  (feet) ADJUSTED
 PU0522  ______________________________________________________________________
 PU0522  GEOID HEIGHT    -        -19.013 (meters)                     GEOID18
 PU0522  DYNAMIC HEIGHT  -        878.257 (meters)     2881.41  (feet) COMP
 PU0522  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 PU0522
 PU0522  VERT ORDER      -  SECOND    CLASS 0
 PU0522
 PU0522.The horizontal coordinates were scaled from a map and have
 PU0522.an estimated accuracy of +/- 6 seconds.
 PU0522
 PU0522.The orthometric height was determined by differential leveling and
 PU0522.adjusted by the NATIONAL GEODETIC SURVEY
 PU0522.in June 1991.
 PU0522
 PU0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0522.GEOID18 height accuracy estimate available here.
 PU0522
 PU0522.Click photographs - Photos may exist for this station.
 PU0522
 PU0522.The dynamic height is computed by dividing the NAVD 88
 PU0522.geopotential number by the normal gravity value computed on the
 PU0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0522.degrees latitude (g = 980.6199 gals.).
 PU0522
 PU0522.The modeled gravity was interpolated from observed gravity values.
 PU0522
 PU0522;                    North         East    Units  Estimated Accuracy
 PU0522;SPC SD S     -   208,230.      443,480.      MT  (+/- 180 meters Scaled)
 PU0522
 PU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ164966(NAD 83)
 PU0522
 PU0522                          SUPERSEDED SURVEY CONTROL
 PU0522
 PU0522  NGVD 29 (??/??/92)  878.05   (m)         2880.7    (f) COMPUTED    2 0
 PU0522
 PU0522.Superseded values are not recommended for survey control.
 PU0522
 PU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0522.See file dsdata.pdf to determine how the superseded data were derived.
 PU0522
 PU0522_MARKER: DR = REFERENCE MARK DISK
 PU0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0522_STAMPING: B 11 E NO 1 1961
 PU0522_MARK LOGO: CGS
 PU0522_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0522+STABILITY: SURFACE MOTION
 PU0522
 PU0522  HISTORY     - Date     Condition        Report By
 PU0522  HISTORY     - 1961     MONUMENTED       CGS
 PU0522  HISTORY     - 1962     GOOD             CGS
 PU0522
 PU0522                          STATION DESCRIPTION
 PU0522
 PU0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0522'10.2 MI SW FROM CREIGHTON.
 PU0522'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0522'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0522'A GRAVELED ROAD TO A CURVE, THENCE 1.6 MILES NORTHWEST ALONG
 PU0522'A GRAVELED ROAD TO A CURVE, THENCE 0.2 MILE WEST ALONG A TRAIL
 PU0522'ROAD ALONG THE SOUTH SIDE OF A FENCE LINE TO A FENCE CORNER,
 PU0522'THENCE 0.1 MILE NORTH ALONG THE WEST SIDE OF A FENCE LINE AND
 PU0522'ROW OF TREES, 51.6 FEET EAST OF B 11 E 1961 TRIANGULATION STATION,
 PU0522'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0524 ***********************************************************************
 PU0524  DESIGNATION -  B 11 E RM 2
 PU0524  PID         -  PU0524
 PU0524  STATE/COUNTY-  SD/PENNINGTON
 PU0524  COUNTRY     -  US
 PU0524  USGS QUAD   -  WASTA NE (2017)
 PU0524
 PU0524                         *CURRENT SURVEY CONTROL
 PU0524  ______________________________________________________________________
 PU0524* NAD 83(1986) POSITION- 44 11 29.     (N) 102 17 28.     (W)   SCALED
 PU0524* NAVD 88 ORTHO HEIGHT -   878.328 (meters)     2881.65  (feet) ADJUSTED
 PU0524  ______________________________________________________________________
 PU0524  GEOID HEIGHT    -        -19.014 (meters)                     GEOID18
 PU0524  DYNAMIC HEIGHT  -        878.077 (meters)     2880.82  (feet) COMP
 PU0524  MODELED GRAVITY -    980,302.8   (mgal)                       NAVD 88
 PU0524
 PU0524  VERT ORDER      -  SECOND    CLASS 0
 PU0524
 PU0524.The horizontal coordinates were scaled from a map and have
 PU0524.an estimated accuracy of +/- 6 seconds.
 PU0524
 PU0524.The orthometric height was determined by differential leveling and
 PU0524.adjusted by the NATIONAL GEODETIC SURVEY
 PU0524.in June 1991.
 PU0524
 PU0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0524.GEOID18 height accuracy estimate available here.
 PU0524
 PU0524.Click photographs - Photos may exist for this station.
 PU0524
 PU0524.The dynamic height is computed by dividing the NAVD 88
 PU0524.geopotential number by the normal gravity value computed on the
 PU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0524.degrees latitude (g = 980.6199 gals.).
 PU0524
 PU0524.The modeled gravity was interpolated from observed gravity values.
 PU0524
 PU0524;                    North         East    Units  Estimated Accuracy
 PU0524;SPC SD S     -   208,260.      443,500.      MT  (+/- 180 meters Scaled)
 PU0524
 PU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ164966(NAD 83)
 PU0524
 PU0524                          SUPERSEDED SURVEY CONTROL
 PU0524
 PU0524  NGVD 29 (??/??/92)  877.87   (m)         2880.1    (f) COMPUTED    2 0
 PU0524
 PU0524.Superseded values are not recommended for survey control.
 PU0524
 PU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0524.See file dsdata.pdf to determine how the superseded data were derived.
 PU0524
 PU0524_MARKER: DR = REFERENCE MARK DISK
 PU0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0524_STAMPING: B 11 E NO 2 1961
 PU0524_MARK LOGO: CGS
 PU0524_PROJECTION: FLUSH
 PU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0524+STABILITY: SURFACE MOTION
 PU0524
 PU0524  HISTORY     - Date     Condition        Report By
 PU0524  HISTORY     - 1961     MONUMENTED       CGS
 PU0524  HISTORY     - 1962     GOOD             CGS
 PU0524
 PU0524                          STATION DESCRIPTION
 PU0524
 PU0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0524'10.2 MI SW FROM CREIGHTON.
 PU0524'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0524'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0524'A GRAVELED ROAD TO A CURVE, THENCE 1.6 MILES NORTHWEST ALONG
 PU0524'A GRAVELED ROAD TO A CURVE, THENCE 0.2 MILES WEST ALONG A TRAIL
 PU0524'ROAD ALONG THE SOUTH SIDE OF A FENCE LINE TO A FENCE CORNER,
 PU0524'THENCE 0.1 MILE NORTH ALONG THE WEST SIDE OF A FENCE LINE AND
 PU0524'ROW OF TREES, 53.1 FEET SOUTH OF B 11 E 1961 TRIANGULATION
 PU0524'STATION, 6 INCHES EAST OF A OLD FENCE LINE, AND SET IN THE TOP
 PU0524'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0527 ***********************************************************************
 PU0527  DESIGNATION -  B 11 F
 PU0527  PID         -  PU0527
 PU0527  STATE/COUNTY-  SD/PENNINGTON
 PU0527  COUNTRY     -  US
 PU0527  USGS QUAD   -  WASTA NE (2017)
 PU0527
 PU0527                         *CURRENT SURVEY CONTROL
 PU0527  ______________________________________________________________________
 PU0527* NAD 83(1986) POSITION- 44 11 29.     (N) 102 17 04.     (W)   SCALED
 PU0527* NAVD 88 ORTHO HEIGHT -   886.142 (meters)     2907.28  (feet) ADJUSTED
 PU0527  ______________________________________________________________________
 PU0527  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 PU0527  DYNAMIC HEIGHT  -        885.887 (meters)     2906.45  (feet) COMP
 PU0527  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU0527
 PU0527  VERT ORDER      -  SECOND    CLASS 0
 PU0527
 PU0527.The horizontal coordinates were scaled from a map and have
 PU0527.an estimated accuracy of +/- 6 seconds.
 PU0527
 PU0527.The orthometric height was determined by differential leveling and
 PU0527.adjusted by the NATIONAL GEODETIC SURVEY
 PU0527.in June 1991.
 PU0527
 PU0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0527.GEOID18 height accuracy estimate available here.
 PU0527
 PU0527.Click photographs - Photos may exist for this station.
 PU0527
 PU0527.The dynamic height is computed by dividing the NAVD 88
 PU0527.geopotential number by the normal gravity value computed on the
 PU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0527.degrees latitude (g = 980.6199 gals.).
 PU0527
 PU0527.The modeled gravity was interpolated from observed gravity values.
 PU0527
 PU0527;                    North         East    Units  Estimated Accuracy
 PU0527;SPC SD S     -   208,250.      444,030.      MT  (+/- 180 meters Scaled)
 PU0527
 PU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ170967(NAD 83)
 PU0527
 PU0527                          SUPERSEDED SURVEY CONTROL
 PU0527
 PU0527  NGVD 29 (??/??/92)  885.69   (m)         2905.8    (f) COMPUTED    2 0
 PU0527
 PU0527.Superseded values are not recommended for survey control.
 PU0527
 PU0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0527.See file dsdata.pdf to determine how the superseded data were derived.
 PU0527
 PU0527_MARKER: DS = TRIANGULATION STATION DISK
 PU0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0527_STAMPING: B 11 F 1961
 PU0527_MARK LOGO: CGS
 PU0527_PROJECTION: FLUSH
 PU0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0527+STABILITY: SURFACE MOTION
 PU0527
 PU0527  HISTORY     - Date     Condition        Report By
 PU0527  HISTORY     - 1961     MONUMENTED       CGS
 PU0527  HISTORY     - 1962     GOOD             CGS
 PU0527
 PU0527                          STATION DESCRIPTION
 PU0527
 PU0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0527'10.2 MI SW FROM CREIGHTON.
 PU0527'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0527'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG A
 PU0527'GRAVELED ROAD TO A CURVE, THENCE 1.6 MILES NORTHWEST TO A
 PU0527'CURVE, PASS THROUGH A GATE ON EAST SIDE OF A T-FENCE LINE NORTH,
 PU0527'THENCE 0.25 MILE NORTHEAST ACROSS COUNTRY TO THE CREST OF HILL,
 PU0527'IN SECTION 26, T 3 N, R 15 E, 151 YARDS SOUTH OF CEDAR TREE
 PU0527'AT THE HEAD OF A DRAW AT THE SOUTH EDGE OF BREAKS, 53.2 FEET
 PU0527'WEST OF B 11 F R.M. 2, 54.8 FEET SOUTH OF B 11 F R.M. 1, AND SET
 PU0527'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0525 ***********************************************************************
 PU0525  DESIGNATION -  B 11 F RM 1
 PU0525  PID         -  PU0525
 PU0525  STATE/COUNTY-  SD/PENNINGTON
 PU0525  COUNTRY     -  US
 PU0525  USGS QUAD   -  WASTA NE (2017)
 PU0525
 PU0525                         *CURRENT SURVEY CONTROL
 PU0525  ______________________________________________________________________
 PU0525* NAD 83(1986) POSITION- 44 11 29.     (N) 102 17 04.     (W)   SCALED
 PU0525* NAVD 88 ORTHO HEIGHT -   885.609 (meters)     2905.54  (feet) ADJUSTED
 PU0525  ______________________________________________________________________
 PU0525  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 PU0525  DYNAMIC HEIGHT  -        885.354 (meters)     2904.70  (feet) COMP
 PU0525  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU0525
 PU0525  VERT ORDER      -  SECOND    CLASS 0
 PU0525
 PU0525.The horizontal coordinates were scaled from a map and have
 PU0525.an estimated accuracy of +/- 6 seconds.
 PU0525
 PU0525.The orthometric height was determined by differential leveling and
 PU0525.adjusted by the NATIONAL GEODETIC SURVEY
 PU0525.in June 1991.
 PU0525
 PU0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0525.GEOID18 height accuracy estimate available here.
 PU0525
 PU0525.Click photographs - Photos may exist for this station.
 PU0525
 PU0525.The dynamic height is computed by dividing the NAVD 88
 PU0525.geopotential number by the normal gravity value computed on the
 PU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0525.degrees latitude (g = 980.6199 gals.).
 PU0525
 PU0525.The modeled gravity was interpolated from observed gravity values.
 PU0525
 PU0525;                    North         East    Units  Estimated Accuracy
 PU0525;SPC SD S     -   208,250.      444,030.      MT  (+/- 180 meters Scaled)
 PU0525
 PU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ170967(NAD 83)
 PU0525
 PU0525                          SUPERSEDED SURVEY CONTROL
 PU0525
 PU0525  NGVD 29 (??/??/92)  885.15   (m)         2904.0    (f) COMPUTED    2 0
 PU0525
 PU0525.Superseded values are not recommended for survey control.
 PU0525
 PU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0525.See file dsdata.pdf to determine how the superseded data were derived.
 PU0525
 PU0525_MARKER: DR = REFERENCE MARK DISK
 PU0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0525_STAMPING: B 11 F NO 1 1961
 PU0525_MARK LOGO: CGS
 PU0525_PROJECTION: FLUSH
 PU0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0525+STABILITY: SURFACE MOTION
 PU0525
 PU0525  HISTORY     - Date     Condition        Report By
 PU0525  HISTORY     - 1961     MONUMENTED       CGS
 PU0525  HISTORY     - 1962     GOOD             CGS
 PU0525
 PU0525                          STATION DESCRIPTION
 PU0525
 PU0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0525'10.2 MI SW FROM CREIGHTON.
 PU0525'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0525'AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG A GRAVELED
 PU0525'ROAD TO A CURVE, THENCE 1.6 MILES NORTHWEST ALONG A GRAVELED
 PU0525'ROAD TO A CURVE, PASS THROUGH GATE ON THE EAST SIDE OF A T-FENCE
 PU0525'LINE LEADING NORTH, THENCE 0.25 MILES NORTHEAST ACROSS A FIELD
 PU0525'TO CREST OF A HILL, 54.8 FEET NORTH OF B 11 F 1961 TRIANGULATION
 PU0525'STATION, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0525'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0526 ***********************************************************************
 PU0526  DESIGNATION -  B 11 F RM 2
 PU0526  PID         -  PU0526
 PU0526  STATE/COUNTY-  SD/PENNINGTON
 PU0526  COUNTRY     -  US
 PU0526  USGS QUAD   -  WASTA NE (2017)
 PU0526
 PU0526                         *CURRENT SURVEY CONTROL
 PU0526  ______________________________________________________________________
 PU0526* NAD 83(1986) POSITION- 44 11 29.     (N) 102 17 04.     (W)   SCALED
 PU0526* NAVD 88 ORTHO HEIGHT -   885.813 (meters)     2906.20  (feet) ADJUSTED
 PU0526  ______________________________________________________________________
 PU0526  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 PU0526  DYNAMIC HEIGHT  -        885.558 (meters)     2905.37  (feet) COMP
 PU0526  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU0526
 PU0526  VERT ORDER      -  SECOND    CLASS 0
 PU0526
 PU0526.The horizontal coordinates were scaled from a map and have
 PU0526.an estimated accuracy of +/- 6 seconds.
 PU0526
 PU0526.The orthometric height was determined by differential leveling and
 PU0526.adjusted by the NATIONAL GEODETIC SURVEY
 PU0526.in June 1991.
 PU0526
 PU0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0526.GEOID18 height accuracy estimate available here.
 PU0526
 PU0526.Click photographs - Photos may exist for this station.
 PU0526
 PU0526.The dynamic height is computed by dividing the NAVD 88
 PU0526.geopotential number by the normal gravity value computed on the
 PU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0526.degrees latitude (g = 980.6199 gals.).
 PU0526
 PU0526.The modeled gravity was interpolated from observed gravity values.
 PU0526
 PU0526;                    North         East    Units  Estimated Accuracy
 PU0526;SPC SD S     -   208,250.      444,030.      MT  (+/- 180 meters Scaled)
 PU0526
 PU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ170967(NAD 83)
 PU0526
 PU0526                          SUPERSEDED SURVEY CONTROL
 PU0526
 PU0526  NGVD 29 (??/??/92)  885.36   (m)         2904.7    (f) COMPUTED    2 0
 PU0526
 PU0526.Superseded values are not recommended for survey control.
 PU0526
 PU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0526.See file dsdata.pdf to determine how the superseded data were derived.
 PU0526
 PU0526_MARKER: DR = REFERENCE MARK DISK
 PU0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0526_STAMPING: B 11 F NO 2 1961
 PU0526_MARK LOGO: CGS
 PU0526_PROJECTION: FLUSH
 PU0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0526+STABILITY: SURFACE MOTION
 PU0526
 PU0526  HISTORY     - Date     Condition        Report By
 PU0526  HISTORY     - 1961     MONUMENTED       CGS
 PU0526  HISTORY     - 1962     GOOD             CGS
 PU0526
 PU0526                          STATION DESCRIPTION
 PU0526
 PU0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0526'10.2 MI SW FROM CREIGHTON.
 PU0526'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0526'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0526'A GRAVELED ROAD TO A CURVE, THENCE 1.6 MILES NORTHWEST ALONG
 PU0526'A GRAVELED ROAD TO A CURVE, PASS THROUGH GATE ON THE EAST SIDE
 PU0526'OF A T-FENCE LINE LEADING NORTH, THENCE 0.25 MILES NORTHEAST ACROSS
 PU0526'COUNTRY TO THE CREST OF A HILL, 53.2 FEET EAST OF A B 11 F 1961
 PU0526'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 PU0526'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0031 ***********************************************************************
 QT0031  DESIGNATION -  B 119
 QT0031  PID         -  QT0031
 QT0031  STATE/COUNTY-  SD/PERKINS
 QT0031  COUNTRY     -  US
 QT0031  USGS QUAD   -  WHITE BUTTE (2017)
 QT0031
 QT0031                         *CURRENT SURVEY CONTROL
 QT0031  ______________________________________________________________________
 QT0031* NAD 83(1986) POSITION- 45 56 35.     (N) 102 21 40.     (W)   SCALED
 QT0031* NAVD 88 ORTHO HEIGHT -   762.290 (meters)     2500.95  (feet) ADJUSTED
 QT0031  ______________________________________________________________________
 QT0031  GEOID HEIGHT    -        -18.377 (meters)                     GEOID18
 QT0031  DYNAMIC HEIGHT  -        762.205 (meters)     2500.67  (feet) COMP
 QT0031  MODELED GRAVITY -    980,478.8   (mgal)                       NAVD 88
 QT0031
 QT0031  VERT ORDER      -  SECOND    CLASS 0
 QT0031
 QT0031.The horizontal coordinates were scaled from a map and have
 QT0031.an estimated accuracy of +/- 6 seconds.
 QT0031
 QT0031.The orthometric height was determined by differential leveling and
 QT0031.adjusted by the NATIONAL GEODETIC SURVEY
 QT0031.in June 1991.
 QT0031
 QT0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0031.GEOID18 height accuracy estimate available here.
 QT0031
 QT0031.Click photographs - Photos may exist for this station.
 QT0031
 QT0031.The dynamic height is computed by dividing the NAVD 88
 QT0031.geopotential number by the normal gravity value computed on the
 QT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0031.degrees latitude (g = 980.6199 gals.).
 QT0031
 QT0031.The modeled gravity was interpolated from observed gravity values.
 QT0031
 QT0031;                    North         East    Units  Estimated Accuracy
 QT0031;SPC SD N     -   237,120.      416,930.      MT  (+/- 180 meters Scaled)
 QT0031
 QT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL045911(NAD 83)
 QT0031
 QT0031                          SUPERSEDED SURVEY CONTROL
 QT0031
 QT0031  NGVD 29 (??/??/92)  761.807  (m)         2499.36   (f) ADJ UNCH    2 0
 QT0031
 QT0031.Superseded values are not recommended for survey control.
 QT0031
 QT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0031.See file dsdata.pdf to determine how the superseded data were derived.
 QT0031
 QT0031_MARKER: DB = BENCH MARK DISK
 QT0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0031_STAMPING: B 119 1934
 QT0031_MARK LOGO: CGS
 QT0031_PROJECTION: FLUSH
 QT0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0031+STABILITY: SURFACE MOTION
 QT0031
 QT0031  HISTORY     - Date     Condition        Report By
 QT0031  HISTORY     - 1934     MONUMENTED       CGS
 QT0031  HISTORY     - 1974     GOOD             USGS
 QT0031
 QT0031                          STATION DESCRIPTION
 QT0031
 QT0031'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QT0031'AT WHITE BUTTE.
 QT0031'AT WHITE BUTTE ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QT0031'RR, IN SEC. 23, T. 23 N. R. 14 E., 410 FT E. OF A RD X-ING,
 QT0031'45 FT S. OF THE S. RAIL, 4.5 FT S. OF A POLE AND 0.7 FT HIGHER THAN
 QT0031'RR OPPOSITE, IN CONC. POST, FLUSH WITH GROUND, STD. TABLET,
 QT0031'STAMPED B 119 1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0345 ***********************************************************************
 OT0345  DESIGNATION -  B 12
 OT0345  PID         -  OT0345
 OT0345  STATE/COUNTY-  SD/CUSTER
 OT0345  COUNTRY     -  US
 OT0345  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0345
 OT0345                         *CURRENT SURVEY CONTROL
 OT0345  ______________________________________________________________________
 OT0345* NAD 83(1986) POSITION- 43 31 15.     (N) 103 18 06.     (W)   SCALED
 OT0345* NAVD 88 ORTHO HEIGHT -  1023.527 (meters)     3358.02  (feet) ADJUSTED
 OT0345  ______________________________________________________________________
 OT0345  GEOID HEIGHT    -        -16.040 (meters)                     GEOID18
 OT0345  DYNAMIC HEIGHT  -       1023.121 (meters)     3356.69  (feet) COMP
 OT0345  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 OT0345
 OT0345  VERT ORDER      -  FIRST     CLASS II
 OT0345
 OT0345.The horizontal coordinates were scaled from a map and have
 OT0345.an estimated accuracy of +/- 6 seconds.
 OT0345
 OT0345.The orthometric height was determined by differential leveling and
 OT0345.adjusted by the NATIONAL GEODETIC SURVEY
 OT0345.in June 1991.
 OT0345
 OT0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0345.GEOID18 height accuracy estimate available here.
 OT0345
 OT0345.Click photographs - Photos may exist for this station.
 OT0345
 OT0345.The dynamic height is computed by dividing the NAVD 88
 OT0345.geopotential number by the normal gravity value computed on the
 OT0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0345.degrees latitude (g = 980.6199 gals.).
 OT0345
 OT0345.The modeled gravity was interpolated from observed gravity values.
 OT0345
 OT0345;                    North         East    Units  Estimated Accuracy
 OT0345;SPC SD S     -   136,210.      360,090.      MT  (+/- 180 meters Scaled)
 OT0345
 OT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ372200(NAD 83)
 OT0345
 OT0345                          SUPERSEDED SURVEY CONTROL
 OT0345
 OT0345  NGVD 29 (??/??/92) 1023.043  (m)         3356.43   (f) ADJ UNCH    1 2
 OT0345
 OT0345.Superseded values are not recommended for survey control.
 OT0345
 OT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0345.See file dsdata.pdf to determine how the superseded data were derived.
 OT0345
 OT0345_MARKER: DB = BENCH MARK DISK
 OT0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0345_STAMPING: B 12 1926
 OT0345_MARK LOGO: CGS
 OT0345_PROJECTION: FLUSH
 OT0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0345+STABILITY: SURFACE MOTION
 OT0345
 OT0345  HISTORY     - Date     Condition        Report By
 OT0345  HISTORY     - 1926     MONUMENTED       CGS
 OT0345  HISTORY     - 1963     GOOD             CGS
 OT0345
 OT0345                          STATION DESCRIPTION
 OT0345
 OT0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0345'2.1 MI N FROM BUFFALO GAP.
 OT0345'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0345'BANK AT BUFFALO GAP, THENCE 2.0 MILES NORTH ALONG THE CHICAGO
 OT0345'AND NORTH WESTERN RAILWAY, AT A CROSSING OF THE RAILROAD AND A
 OT0345'PRIVATE ROAD, 11 POLES SOUTH OF MILE POST 53, IN SECTION 16,
 OT0345'T 6 S, R 7 E, 59 FEET EAST OF THE EAST RAIL, 71 FEET WEST OF THE
 OT0345'CENTER LINE OF A GRAVELED ROAD, 26 FEET NORTH OF THE CENTER
 OT0345'LINE OF THE PRIVATE ROAD, 1.1 FEET NORTH OF A METAL WITNESS
 OT0345'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE
 OT0345'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1946 ***********************************************************************
 PU1946  DESIGNATION -  B 121
 PU1946  PID         -  PU1946
 PU1946  STATE/COUNTY-  SD/BUTTE
 PU1946  COUNTRY     -  US
 PU1946  USGS QUAD   -  NISLAND (2017)
 PU1946
 PU1946                         *CURRENT SURVEY CONTROL
 PU1946  ______________________________________________________________________
 PU1946* NAD 83(1986) POSITION- 44 40 29.     (N) 103 34 21.     (W)   SCALED
 PU1946* NAVD 88 ORTHO HEIGHT -   868.446 (meters)     2849.23  (feet) ADJUSTED
 PU1946  ______________________________________________________________________
 PU1946  GEOID HEIGHT    -        -15.953 (meters)                     GEOID18
 PU1946  DYNAMIC HEIGHT  -        868.214 (meters)     2848.47  (feet) COMP
 PU1946  MODELED GRAVITY -    980,321.9   (mgal)                       NAVD 88
 PU1946
 PU1946  VERT ORDER      -  SECOND    CLASS 0
 PU1946
 PU1946.The horizontal coordinates were scaled from a map and have
 PU1946.an estimated accuracy of +/- 6 seconds.
 PU1946
 PU1946.The orthometric height was determined by differential leveling and
 PU1946.adjusted by the NATIONAL GEODETIC SURVEY
 PU1946.in June 1991.
 PU1946
 PU1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1946.GEOID18 height accuracy estimate available here.
 PU1946
 PU1946.Click photographs - Photos may exist for this station.
 PU1946
 PU1946.The dynamic height is computed by dividing the NAVD 88
 PU1946.geopotential number by the normal gravity value computed on the
 PU1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1946.degrees latitude (g = 980.6199 gals.).
 PU1946
 PU1946.The modeled gravity was interpolated from observed gravity values.
 PU1946
 PU1946;                    North         East    Units  Estimated Accuracy
 PU1946;SPC SD N     -    99,750.      316,830.      MT  (+/- 180 meters Scaled)
 PU1946
 PU1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK131478(NAD 83)
 PU1946
 PU1946                          SUPERSEDED SURVEY CONTROL
 PU1946
 PU1946  NGVD 29 (??/??/92)  867.961  (m)         2847.64   (f) ADJ UNCH    2 0
 PU1946
 PU1946.Superseded values are not recommended for survey control.
 PU1946
 PU1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1946.See file dsdata.pdf to determine how the superseded data were derived.
 PU1946
 PU1946_MARKER: DB = BENCH MARK DISK
 PU1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1946_STAMPING: B 121 1934
 PU1946_MARK LOGO: CGS
 PU1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1946+STABILITY: SURFACE MOTION
 PU1946
 PU1946  HISTORY     - Date     Condition        Report By
 PU1946  HISTORY     - 1934     MONUMENTED       CGS
 PU1946  HISTORY     - 1962     GOOD             CGS
 PU1946
 PU1946                          STATION DESCRIPTION
 PU1946
 PU1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1946'1 MI W FROM NISLAND.
 PU1946'1 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM THE
 PU1946'STATION AT NISLAND, 224 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PU1946'CROSSING OF A GRADED ROAD, AT MILE POST NO 15, 45 FEET SOUTH
 PU1946'OF THE SOUTH RAIL, 21 FEET NORTH OF THE CENTERLINE OF A PRIVATE
 PU1946'ROAD WHICH LEADS WEST TO A STUCCO HOUSE, 1.7 FEET NORTH OF A
 PU1946'FENCE LINE, 1.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU1946'TRACK, A CONCRETE POST PROJECTING ABOUT 0.3 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0113 ***********************************************************************
 QT0113  DESIGNATION -  B 123
 QT0113  PID         -  QT0113
 QT0113  STATE/COUNTY-  SD/MEADE
 QT0113  COUNTRY     -  US
 QT0113  USGS QUAD   -  FAITH SW (2017)
 QT0113
 QT0113                         *CURRENT SURVEY CONTROL
 QT0113  ______________________________________________________________________
 QT0113* NAD 83(1986) POSITION- 45 01 23.83   (N) 102 12 06.39   (W)   HD_HELD1
 QT0113* NAVD 88 ORTHO HEIGHT -   799.692 (meters)     2623.66  (feet) ADJUSTED
 QT0113  ______________________________________________________________________
 QT0113  GEOID HEIGHT    -        -19.042 (meters)                     GEOID18
 QT0113  DYNAMIC HEIGHT  -        799.531 (meters)     2623.13  (feet) COMP
 QT0113  MODELED GRAVITY -    980,389.1   (mgal)                       NAVD 88
 QT0113
 QT0113  VERT ORDER      -  FIRST     CLASS II
 QT0113
 QT0113.The horizontal coordinates were determined by differentially corrected
 QT0113.hand held GPS observations or other comparable positioning techniques
 QT0113.and have an estimated accuracy of +/- 3 meters.
 QT0113
 QT0113.The orthometric height was determined by differential leveling and
 QT0113.adjusted by the NATIONAL GEODETIC SURVEY
 QT0113.in June 1991.
 QT0113
 QT0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0113.GEOID18 height accuracy estimate available here.
 QT0113
 QT0113.Click photographs - Photos may exist for this station.
 QT0113
 QT0113.The dynamic height is computed by dividing the NAVD 88
 QT0113.geopotential number by the normal gravity value computed on the
 QT0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0113.degrees latitude (g = 980.6199 gals.).
 QT0113
 QT0113.The modeled gravity was interpolated from observed gravity values.
 QT0113
 QT0113;                    North         East    Units  Estimated Accuracy
 QT0113;SPC SD N     -   134,589.8     426,499.3     MT  (+/- 3 meters HH1 GPS) 
 QT0113
 QT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2045389346(NAD 83)
 QT0113
 QT0113                          SUPERSEDED SURVEY CONTROL
 QT0113
 QT0113  NGVD 29 (??/??/92)  799.234  (m)         2622.15   (f) ADJ UNCH    1 2
 QT0113
 QT0113.Superseded values are not recommended for survey control.
 QT0113
 QT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0113.See file dsdata.pdf to determine how the superseded data were derived.
 QT0113
 QT0113_MARKER: DB = BENCH MARK DISK
 QT0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0113_STAMPING: B 123 1934
 QT0113_MARK LOGO: CGS
 QT0113_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0113+STABILITY: SURFACE MOTION
 QT0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0113+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0113
 QT0113  HISTORY     - Date     Condition        Report By
 QT0113  HISTORY     - 1934     MONUMENTED       CGS
 QT0113  HISTORY     - 1963     GOOD             CGS
 QT0113  HISTORY     - 1981     GOOD             NGS
 QT0113  HISTORY     - 19810513 GOOD             NGS
 QT0113  HISTORY     - 19960425 GOOD             NGS
 QT0113
 QT0113                          STATION DESCRIPTION
 QT0113
 QT0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0113'8.2 MI W FROM FAITH.
 QT0113'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0113'FAITH, THENCE 8.1 MILES WEST ALONG U.S. HIGHWAY 212, 0.35 MILE
 QT0113'EAST OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, NEAR THE
 QT0113'CREST OF A SMALL HILL, 64 FEET NORTH OF THE CENTER LINE OF THE
 QT0113'HIGHWAY, 37 FEET SOUTH OF A POWER POLE, 5 1/2 FEET NORTH OF A
 QT0113'FENCE, 5.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 QT0113'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QT0113'POST PROJECTING 6 INCHES.
 QT0113
 QT0113                          STATION RECOVERY (1981)
 QT0113
 QT0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0113'RECOVERED IN GOOD CONDITION.
 QT0113
 QT0113                          STATION RECOVERY (1981)
 QT0113
 QT0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0113'THE STATION IS LOCATED ABOUT 12.3 KM (7.65 MI) WEST OF FAITH, ALONG
 QT0113'THE NORTH SIDE OF HIGHWAY 212.  TO REACH THE STATION FROM THE JUNCTION
 QT0113'OF HIGHWAYS 73 AND 212 AT THE NORTHWEST EDGE OF FAITH GO WEST ON
 QT0113'HIGHWAY 212 FOR 5.1 KM (3.15 MI) TO WHERE HIGHWAY 73 GOES NORTH.
 QT0113'CONTINUE WEST ON HIGHWAY 212 FROM 7.2 KM (4.45 MI) TO THE MARK ON THE
 QT0113'RIGHT.  THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED--B 123
 QT0113'1934--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12.5 CM (5
 QT0113'INCHES) ON SIDE AND PROJECTS 10 CM (4 INCHES) ABOVE THE GROUND.  IT IS
 QT0113'19.8 M (65.0 FT) NORTH OF THE CENTER OF HIGHWAY 212 AND 1.65 M (5.41
 QT0113'FT) NORTH OF A METAL WITNESS POST.
 QT0113
 QT0113                          STATION RECOVERY (1996)
 QT0113
 QT0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0113'12.4 M (40.7 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0113'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 706.0 M (2316.3 FT) EAST OF
 QT0113'MILEPOST 106, 20.0 M (65.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.0 M
 QT0113'(36.1 FT) SOUTHWEST OF A UTILITY POLE, 1.8 M (5.9 FT) NORTH OF A
 QT0113'WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 QT0113'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0052 ***********************************************************************
 QT0052  DESIGNATION -  B 125
 QT0052  PID         -  QT0052
 QT0052  STATE/COUNTY-  SD/PERKINS
 QT0052  COUNTRY     -  US
 QT0052  USGS QUAD   -  COAL SPRINGS SW (2017)
 QT0052
 QT0052                         *CURRENT SURVEY CONTROL
 QT0052  ______________________________________________________________________
 QT0052* NAD 83(1986) POSITION- 45 20 41.     (N) 102 10 28.     (W)   SCALED
 QT0052* NAVD 88 ORTHO HEIGHT -   759.864 (meters)     2492.99  (feet) ADJUSTED
 QT0052  ______________________________________________________________________
 QT0052  GEOID HEIGHT    -        -18.878 (meters)                     GEOID18
 QT0052  DYNAMIC HEIGHT  -        759.740 (meters)     2492.58  (feet) COMP
 QT0052  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 QT0052
 QT0052  VERT ORDER      -  SECOND    CLASS 0
 QT0052
 QT0052.The horizontal coordinates were scaled from a map and have
 QT0052.an estimated accuracy of +/- 6 seconds.
 QT0052
 QT0052.The orthometric height was determined by differential leveling and
 QT0052.adjusted by the NATIONAL GEODETIC SURVEY
 QT0052.in June 1991.
 QT0052
 QT0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0052.GEOID18 height accuracy estimate available here.
 QT0052
 QT0052.Click photographs - Photos may exist for this station.
 QT0052
 QT0052.The dynamic height is computed by dividing the NAVD 88
 QT0052.geopotential number by the normal gravity value computed on the
 QT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0052.degrees latitude (g = 980.6199 gals.).
 QT0052
 QT0052.The modeled gravity was interpolated from observed gravity values.
 QT0052
 QT0052;                    North         East    Units  Estimated Accuracy
 QT0052;SPC SD N     -   170,240.      429,610.      MT  (+/- 180 meters Scaled)
 QT0052
 QT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL213251(NAD 83)
 QT0052
 QT0052                          SUPERSEDED SURVEY CONTROL
 QT0052
 QT0052  NGVD 29 (??/??/92)  759.419  (m)         2491.53   (f) ADJ UNCH    2 0
 QT0052
 QT0052.Superseded values are not recommended for survey control.
 QT0052
 QT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0052.See file dsdata.pdf to determine how the superseded data were derived.
 QT0052
 QT0052_MARKER: DB = BENCH MARK DISK
 QT0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0052_STAMPING: B 125 1934
 QT0052_MARK LOGO: CGS
 QT0052_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0052+STABILITY: SURFACE MOTION
 QT0052
 QT0052  HISTORY     - Date     Condition        Report By
 QT0052  HISTORY     - 1934     MONUMENTED       CGS
 QT0052
 QT0052                          STATION DESCRIPTION
 QT0052
 QT0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0052'10 MI SW FROM COAL SPRINGS.
 QT0052'10 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 QT0052'AT COAL SPRINGS, PERKINS COUNTY, 7.2 MILES SOUTH OF THE
 QT0052'INTERSECTION WITH STATE HIGHWAY 8, 92 YARDS SOUTH OF A 2.5 FOOT
 QT0052'CORRUGATED-IRON CULVERT, AND 41 FEET EAST OF THE CENTERLINE OF
 QT0052'THE HIGHWAY.  A STANDARD DISK, STAMPED B 125 1934 AND SET IN THE
 QT0052'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2411 ***********************************************************************
 PU2411  DESIGNATION -  B 126 RESET
 PU2411  PID         -  PU2411
 PU2411  STATE/COUNTY-  SD/MEADE
 PU2411  COUNTRY     -  US
 PU2411  USGS QUAD   -  AVANCE SE (2017)
 PU2411
 PU2411                         *CURRENT SURVEY CONTROL
 PU2411  ______________________________________________________________________
 PU2411* NAD 83(1986) POSITION- 44 46 09.     (N) 102 03 19.     (W)   SCALED
 PU2411* NAVD 88 ORTHO HEIGHT -   717.965 (meters)     2355.52  (feet) ADJUSTED
 PU2411  ______________________________________________________________________
 PU2411  GEOID HEIGHT    -        -19.746 (meters)                     GEOID18
 PU2411  DYNAMIC HEIGHT  -        717.809 (meters)     2355.01  (feet) COMP
 PU2411  MODELED GRAVITY -    980,376.6   (mgal)                       NAVD 88
 PU2411
 PU2411  VERT ORDER      -  FIRST     CLASS II
 PU2411
 PU2411.The horizontal coordinates were scaled from a map and have
 PU2411.an estimated accuracy of +/- 6 seconds.
 PU2411
 PU2411.The orthometric height was determined by differential leveling and
 PU2411.adjusted by the NATIONAL GEODETIC SURVEY
 PU2411.in July 1998.
 PU2411
 PU2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2411.GEOID18 height accuracy estimate available here.
 PU2411
 PU2411.Click photographs - Photos may exist for this station.
 PU2411
 PU2411.The dynamic height is computed by dividing the NAVD 88
 PU2411.geopotential number by the normal gravity value computed on the
 PU2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2411.degrees latitude (g = 980.6199 gals.).
 PU2411
 PU2411.The modeled gravity was interpolated from observed gravity values.
 PU2411
 PU2411;                    North         East    Units  Estimated Accuracy
 PU2411;SPC SD N     -   106,060.      437,320.      MT  (+/- 180 meters Scaled)
 PU2411
 PU2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330615(NAD 83)
 PU2411
 PU2411                          SUPERSEDED SURVEY CONTROL
 PU2411
 PU2411  NGVD 29 (04/17/07)  717.47   (m)         2353.9    (f) RESET       3  
 PU2411
 PU2411.Superseded values are not recommended for survey control.
 PU2411
 PU2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2411.See file dsdata.pdf to determine how the superseded data were derived.
 PU2411
 PU2411_MARKER: DV = VERTICAL CONTROL DISK
 PU2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2411_STAMPING: B 126 RESET 1988
 PU2411_MARK LOGO: NGS
 PU2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2411+STABILITY: SURFACE MOTION
 PU2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2411+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2411
 PU2411  HISTORY     - Date     Condition        Report By
 PU2411  HISTORY     - 1988     MONUMENTED       NGS
 PU2411  HISTORY     - 19960711 GOOD             NGS
 PU2411
 PU2411                          STATION DESCRIPTION
 PU2411
 PU2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2411'17.2 KM (10.70 MI) NORTH ALONG STATE HIGHWAY 73, FROM ITS JUNCTION
 PU2411'WITH STATE HIGHWAY 34 AT HOWES, AT AN APPROACH, 35.1 M (115.2 FT)
 PU2411'EAST FROM THE CENTER OF 73, 4.0 M (13.1 FT) SOUTH FROM THE
 PU2411'EXTENDED CENTER LINE OF THE APPROACH, 12.2 M (40.0 FT) EAST FROM A
 PU2411'FENCE, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST, SET IN THE TOP OF
 PU2411'A CONCRETE POST THAT IS FLUSH WITH THE SURFACE.
 PU2411
 PU2411                          STATION RECOVERY (1996)
 PU2411
 PU2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2411'17.1 KM (10.60 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2411'OF STATE HIGHWAY 34 IN HOWES, 409.0 M (1341.9 FT) SOUTH OF MILEPOST
 PU2411'157, 35.1 M (115.2 FT) EAST OF THE HIGHWAY CENTERLINE, 12.2 M (40.0
 PU2411'FT) EAST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU2411'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 PU2411'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0204 ***********************************************************************
 PU0204  DESIGNATION -  B 127 RESET
 PU0204  PID         -  PU0204
 PU0204  STATE/COUNTY-  SD/MEADE
 PU0204  COUNTRY     -  US
 PU0204  USGS QUAD   -  HOWES (2017)
 PU0204
 PU0204                         *CURRENT SURVEY CONTROL
 PU0204  ______________________________________________________________________
 PU0204* NAD 83(1986) POSITION- 44 37 04.     (N) 102 03 44.     (W)   SCALED
 PU0204* NAVD 88 ORTHO HEIGHT -   730.325 (meters)     2396.07  (feet) ADJUSTED
 PU0204  ______________________________________________________________________
 PU0204  GEOID HEIGHT    -        -19.785 (meters)                     GEOID18
 PU0204  DYNAMIC HEIGHT  -        730.153 (meters)     2395.51  (feet) COMP
 PU0204  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 PU0204
 PU0204  VERT ORDER      -  FIRST     CLASS II
 PU0204
 PU0204.The horizontal coordinates were scaled from a map and have
 PU0204.an estimated accuracy of +/- 6 seconds.
 PU0204
 PU0204.The orthometric height was determined by differential leveling and
 PU0204.adjusted by the NATIONAL GEODETIC SURVEY
 PU0204.in October 1997.
 PU0204
 PU0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0204.GEOID18 height accuracy estimate available here.
 PU0204
 PU0204.Click photographs - Photos may exist for this station.
 PU0204
 PU0204.The dynamic height is computed by dividing the NAVD 88
 PU0204.geopotential number by the normal gravity value computed on the
 PU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0204.degrees latitude (g = 980.6199 gals.).
 PU0204
 PU0204.The modeled gravity was interpolated from observed gravity values.
 PU0204
 PU0204;                    North         East    Units  Estimated Accuracy
 PU0204;SPC SD N     -    89,250.      436,350.      MT  (+/- 180 meters Scaled)
 PU0204
 PU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330446(NAD 83)
 PU0204
 PU0204                          SUPERSEDED SURVEY CONTROL
 PU0204
 PU0204  NAVD 88 (06/15/91)  730.284  (m)         2395.94   (f) SUPERSEDED  1 2
 PU0204  NGVD 29 (??/??/92)  729.824  (m)         2394.43   (f) ADJ UNCH    1 2
 PU0204
 PU0204.Superseded values are not recommended for survey control.
 PU0204
 PU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0204.See file dsdata.pdf to determine how the superseded data were derived.
 PU0204
 PU0204_MARKER: DB = BENCH MARK DISK
 PU0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0204_STAMPING: B 127 RESET 1962
 PU0204_MARK LOGO: CGS
 PU0204_PROJECTION: FLUSH
 PU0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0204+STABILITY: SURFACE MOTION
 PU0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0204+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0204
 PU0204  HISTORY     - Date     Condition        Report By
 PU0204  HISTORY     - 1962     MONUMENTED       CGS
 PU0204  HISTORY     - 1963     GOOD             CGS
 PU0204  HISTORY     - 19900509 GOOD             NGS
 PU0204  HISTORY     - 19950605 GOOD             NGS
 PU0204  HISTORY     - 19960711 GOOD             NGS
 PU0204
 PU0204                          STATION DESCRIPTION
 PU0204
 PU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0204'0.6 MI W FROM HOWES.
 PU0204'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0204'POST OFFICE AT HOWES, 100 FEET SOUTH OF THE CENTER LINE OF THE
 PU0204'HIGHWAY, 26 FEET EAST OF THE CENTER OF A WIRE GATE, IN THE SOUTH
 PU0204'HIGHWAY RIGHT-OF-WAY FENCE LINE, ABOUT 4 FEET ABOVE THE LEVEL
 PU0204'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PU0204'WITH THE GROUND.
 PU0204
 PU0204                          STATION RECOVERY (1990)
 PU0204
 PU0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PU0204'0.68 KM (0.42 MI) WEST ALONG STATE HIGHWAY 34 FROM ITS JUNCTION WITH
 PU0204'STATE HIGHWAY 73 NORTH A HOWES, 30.48 M (100.00 FT) SOUTH FROM THE
 PU0204'CENTER OF 34, 7.92 M (25.98 FT) EAST FROM THE CENTER OF A GATE, IN
 PU0204'THE SOUTH RIGHT-OF-WAY FENCE LINE, 1.2 M (3.9 FT) ABOUVE THE HIGHWAY
 PU0204'SURFACE, IN THE TOP OF A 6-INCH CONCRETE POST, FLUSH WITH THE GROUND.
 PU0204
 PU0204                          STATION RECOVERY (1995)
 PU0204
 PU0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0204'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU0204'STATE HIGHWAY 73 IN HOWES, 619.0 M (2030.8 FT) EAST OF MILEPOST 112,
 PU0204'30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT)
 PU0204'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) ABOVE
 PU0204'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF THE EAST END OF 3
 PU0204'BRACED FENCE POSTS, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 PU0204'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU0204
 PU0204                          STATION RECOVERY (1996)
 PU0204
 PU0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0204'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU0204'STATE HIGHWAY 73 IN HOWES, 619.0 M (2030.8 FT) EAST OF MILEPOST 112,
 PU0204'30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT)
 PU0204'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) ABOVE
 PU0204'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF THE EAST END OF 3
 PU0204'BRACED FENCE POSTS, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 PU0204'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1685 ***********************************************************************
 PU1685  DESIGNATION -  B 129
 PU1685  PID         -  PU1685
 PU1685  STATE/COUNTY-  SD/MEADE
 PU1685  COUNTRY     -  US
 PU1685  USGS QUAD   -  STURGIS (2017)
 PU1685
 PU1685                         *CURRENT SURVEY CONTROL
 PU1685  ______________________________________________________________________
 PU1685* NAD 83(1986) POSITION- 44 24 54.     (N) 103 30 03.     (W)   SCALED
 PU1685* NAVD 88 ORTHO HEIGHT -  1028.572 (meters)     3374.57  (feet) ADJUSTED
 PU1685  ______________________________________________________________________
 PU1685  GEOID HEIGHT    -        -15.327 (meters)                     GEOID18
 PU1685  DYNAMIC HEIGHT  -       1028.238 (meters)     3373.48  (feet) COMP
 PU1685  MODELED GRAVITY -    980,258.2   (mgal)                       NAVD 88
 PU1685
 PU1685  VERT ORDER      -  SECOND    CLASS 0
 PU1685
 PU1685.The horizontal coordinates were scaled from a map and have
 PU1685.an estimated accuracy of +/- 6 seconds.
 PU1685
 PU1685.The orthometric height was determined by differential leveling and
 PU1685.adjusted by the NATIONAL GEODETIC SURVEY
 PU1685.in June 1991.
 PU1685
 PU1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1685.GEOID18 height accuracy estimate available here.
 PU1685
 PU1685.Click photographs - Photos may exist for this station.
 PU1685
 PU1685.The dynamic height is computed by dividing the NAVD 88
 PU1685.geopotential number by the normal gravity value computed on the
 PU1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1685.degrees latitude (g = 980.6199 gals.).
 PU1685
 PU1685.The modeled gravity was interpolated from observed gravity values.
 PU1685
 PU1685;                    North         East    Units  Estimated Accuracy
 PU1685;SPC SD N     -    70,660.      321,260.      MT  (+/- 180 meters Scaled)
 PU1685
 PU1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK193190(NAD 83)
 PU1685
 PU1685                          SUPERSEDED SURVEY CONTROL
 PU1685
 PU1685  NGVD 29 (??/??/92) 1028.02   (m)         3372.8    (f) COMPUTED    2 0
 PU1685
 PU1685.Superseded values are not recommended for survey control.
 PU1685
 PU1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1685.See file dsdata.pdf to determine how the superseded data were derived.
 PU1685
 PU1685_MARKER: DB = BENCH MARK DISK
 PU1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1685_STAMPING: B 129 1934
 PU1685_MARK LOGO: CGS
 PU1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1685+STABILITY: SURFACE MOTION
 PU1685
 PU1685  HISTORY     - Date     Condition        Report By
 PU1685  HISTORY     - 1934     MONUMENTED       CGS
 PU1685  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1685
 PU1685                          STATION DESCRIPTION
 PU1685
 PU1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1685'AT STURGIS.
 PU1685'AT STURGIS, MEADE COUNTY, ON STATE HIGHWAY 34, 0.75 MILE EAST
 PU1685'OF THE COUNTY COURTHOUSE, 105 YARDS EAST OF A CONCRETE CULVERT,
 PU1685'42 FEET NORTHEAST OF THE INTERSECTION WITH A CITY STREET, 30 FEET
 PU1685'NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.8 FEET SOUTH OF A
 PU1685'FENCE, AND 5 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 PU1685'B 129 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1685'5 INCHES ABOVE GROUND.
 PU1685
 PU1685                          STATION RECOVERY (1963)
 PU1685
 PU1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0540 ***********************************************************************
 OT0540  DESIGNATION -  B 13
 OT0540  PID         -  OT0540
 OT0540  STATE/COUNTY-  SD/FALL RIVER
 OT0540  COUNTRY     -  US
 OT0540  USGS QUAD   -  EDGEMONT (2017)
 OT0540
 OT0540                         *CURRENT SURVEY CONTROL
 OT0540  ______________________________________________________________________
 OT0540* NAD 83(1986) POSITION- 43 17 59.4    (N) 103 49 31.5    (W)   HD_HELD2
 OT0540* NAVD 88 ORTHO HEIGHT -  1054.869 (meters)     3460.85  (feet) ADJUSTED
 OT0540  ______________________________________________________________________
 OT0540  GEOID HEIGHT    -        -15.079 (meters)                     GEOID18
 OT0540  DYNAMIC HEIGHT  -       1054.435 (meters)     3459.43  (feet) COMP
 OT0540  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 OT0540
 OT0540  VERT ORDER      -  FIRST     CLASS II
 OT0540
 OT0540.The horizontal coordinates were established by autonomous hand held GPS
 OT0540.observations and have an estimated accuracy of +/- 10 meters.
 OT0540
 OT0540.The orthometric height was determined by differential leveling and
 OT0540.adjusted by the NATIONAL GEODETIC SURVEY
 OT0540.in June 1991.
 OT0540
 OT0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0540.GEOID18 height accuracy estimate available here.
 OT0540
 OT0540.Click photographs - Photos may exist for this station.
 OT0540
 OT0540.The dynamic height is computed by dividing the NAVD 88
 OT0540.geopotential number by the normal gravity value computed on the
 OT0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0540.degrees latitude (g = 980.6199 gals.).
 OT0540
 OT0540.The modeled gravity was interpolated from observed gravity values.
 OT0540
 OT0540;                    North         East    Units  Estimated Accuracy
 OT0540;SPC SD S     -   113,325.      316,746.      MT  (+/- 10 meters HH2 GPS)
 OT0540
 OT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9527194781(NAD 83)
 OT0540
 OT0540                          SUPERSEDED SURVEY CONTROL
 OT0540
 OT0540  NGVD 29 (??/??/92) 1054.329  (m)         3459.08   (f) ADJ UNCH    1 2
 OT0540
 OT0540.Superseded values are not recommended for survey control.
 OT0540
 OT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0540.See file dsdata.pdf to determine how the superseded data were derived.
 OT0540
 OT0540_MARKER: DB = BENCH MARK DISK
 OT0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0540_SP_SET: BANK WALL
 OT0540_STAMPING: B 13 1926
 OT0540_MARK LOGO: CGS
 OT0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0540+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2019
 OT0540
 OT0540  HISTORY     - Date     Condition        Report By
 OT0540  HISTORY     - 1926     MONUMENTED       CGS
 OT0540  HISTORY     - 1963     GOOD             CGS
 OT0540  HISTORY     - 1985     GOOD             NGS
 OT0540  HISTORY     - 20101021 GOOD             GEOCAC
 OT0540  HISTORY     - 20140918 GOOD             GEOCAC
 OT0540  HISTORY     - 20190606 GOOD             USPSQD
 OT0540
 OT0540                          STATION DESCRIPTION
 OT0540
 OT0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0540'0.1 MI W FROM EDGEMONT.
 OT0540'ABOUT 0.1 MILE WEST ALONG E STREET FROM THE CHICAGO, BURLINGTON
 OT0540'AND QUINCY RAILROAD STATION AT EDGEMONT, AT THE SOUTHWEST CORNER
 OT0540'OF THE INTERSECTION OF E STREET AND STATE HIGHWAY 52, SET VERTICALLY
 OT0540'IN THE NORTH FACE OF THE SOUTHERN HILLS BANK BUILDING, 9.7 FEET
 OT0540'EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 2.7 FEET ABOVE
 OT0540'THE SIDEWALK.
 OT0540
 OT0540                          STATION RECOVERY (1985)
 OT0540
 OT0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0540'RECOVERED IN GOOD CONDITION.  EXCEPT THE BANK BUILDING DESCRIBED IS
 OT0540'NOW PART OF THE DUTOITS SUPER MARKET.
 OT0540
 OT0540                          STATION RECOVERY (2010)
 OT0540
 OT0540'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0540'RECOVERED IN GOOD CONDITION.
 OT0540
 OT0540                          STATION RECOVERY (2014)
 OT0540
 OT0540'RECOVERY NOTE BY GEOCACHING 2014
 OT0540'RECOVERED IN GOOD CONDITION.
 OT0540
 OT0540                          STATION RECOVERY (2019)
 OT0540
 OT0540'RECOVERY NOTE BY US POWER SQUADRON 2019 (MLG)
 OT0540'DUTOITS SUPER MARKER IS NOW THE GUN VAULT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0325 ***********************************************************************
 PU0325  DESIGNATION -  B 130 RESET
 PU0325  PID         -  PU0325
 PU0325  STATE/COUNTY-  SD/PENNINGTON
 PU0325  COUNTRY     -  US
 PU0325  USGS QUAD   -  WASTA (2017)
 PU0325
 PU0325                         *CURRENT SURVEY CONTROL
 PU0325  ______________________________________________________________________
 PU0325* NAD 83(1986) POSITION- 44 04 02.     (N) 102 22 40.     (W)   SCALED
 PU0325* NAVD 88 ORTHO HEIGHT -   713.59  (meters)     2341.2   (feet) RESET
 PU0325  ______________________________________________________________________
 PU0325  GEOID HEIGHT    -        -18.659 (meters)                     GEOID18
 PU0325  VERT ORDER      -  THIRD
 PU0325
 PU0325.The horizontal coordinates were scaled from a map and have
 PU0325.an estimated accuracy of +/- 6 seconds.
 PU0325
 PU0325.The orthometric height was computed from unverified reset data.
 PU0325
 PU0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0325.GEOID18 height accuracy estimate available here.
 PU0325
 PU0325.Click photographs - Photos may exist for this station.
 PU0325
 PU0325;                    North         East    Units  Estimated Accuracy
 PU0325;SPC SD S     -   194,640.      436,240.      MT  (+/- 180 meters Scaled)
 PU0325
 PU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ099826(NAD 83)
 PU0325
 PU0325                          SUPERSEDED SURVEY CONTROL
 PU0325
 PU0325.No superseded survey control is available for this station.
 PU0325
 PU0325_MARKER: DB = BENCH MARK DISK
 PU0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0325_STAMPING: B 130 RESET 1963
 PU0325_MARK LOGO: CGS
 PU0325_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0325+STABILITY: SURFACE MOTION
 PU0325
 PU0325  HISTORY     - Date     Condition        Report By
 PU0325  HISTORY     - 1963     MONUMENTED       SDHD
 PU0325
 PU0325                          STATION DESCRIPTION
 PU0325
 PU0325'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1963
 PU0325'4.1 MI SE FROM WASTA.
 PU0325'4.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU0325'FROM THE STATION AT WASTA, PENNINGTON COUNTY, ABOUT 120 YARDS
 PU0325'SOUTHEAST OF MILEPOST 601, 138 YARDS NORTHWEST OF THE NORTHWEST
 PU0325'END OF TRESTLE 1811, 95 FEET NORTHEAST OF THE EAST RAIL,
 PU0325'86 FEET NORTHWEST OF FENCE CORNER ALONG RIGHT-OF-WAY FENCE,
 PU0325'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PU0325'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0150 ***********************************************************************
 OQ0150  DESIGNATION -  B 131
 OQ0150  PID         -  OQ0150
 OQ0150  STATE/COUNTY-  SD/LINCOLN
 OQ0150  COUNTRY     -  US
 OQ0150  USGS QUAD   -  CANTON (2017)
 OQ0150
 OQ0150                         *CURRENT SURVEY CONTROL
 OQ0150  ______________________________________________________________________
 OQ0150* NAD 83(1986) POSITION- 43 18 31.     (N) 096 31 45.     (W)   SCALED
 OQ0150* NAVD 88 ORTHO HEIGHT -   381.620 (meters)     1252.03  (feet) ADJUSTED
 OQ0150  ______________________________________________________________________
 OQ0150  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 OQ0150  DYNAMIC HEIGHT  -        381.517 (meters)     1251.69  (feet) COMP
 OQ0150  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 OQ0150
 OQ0150  VERT ORDER      -  SECOND    CLASS 0
 OQ0150
 OQ0150.The horizontal coordinates were scaled from a map and have
 OQ0150.an estimated accuracy of +/- 6 seconds.
 OQ0150
 OQ0150.The orthometric height was determined by differential leveling and
 OQ0150.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0150.in June 1991.
 OQ0150
 OQ0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0150.GEOID18 height accuracy estimate available here.
 OQ0150
 OQ0150.Click photographs - Photos may exist for this station.
 OQ0150
 OQ0150.The dynamic height is computed by dividing the NAVD 88
 OQ0150.geopotential number by the normal gravity value computed on the
 OQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0150.degrees latitude (g = 980.6199 gals.).
 OQ0150
 OQ0150.The modeled gravity was interpolated from observed gravity values.
 OQ0150
 OQ0150;                    North         East    Units  Estimated Accuracy
 OQ0150;SPC SD S     -   115,410.      908,510.      MT  (+/- 180 meters Scaled)
 OQ0150
 OQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN003980(NAD 83)
 OQ0150
 OQ0150                          SUPERSEDED SURVEY CONTROL
 OQ0150
 OQ0150  NGVD 29 (??/??/92)  381.386  (m)         1251.26   (f) ADJ UNCH    2 0
 OQ0150
 OQ0150.Superseded values are not recommended for survey control.
 OQ0150
 OQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0150.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0150
 OQ0150_MARKER: DB = BENCH MARK DISK
 OQ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0150_STAMPING: B 131 1934
 OQ0150_MARK LOGO: CGS
 OQ0150_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0150+STABILITY: SURFACE MOTION
 OQ0150
 OQ0150  HISTORY     - Date     Condition        Report By
 OQ0150  HISTORY     - 1934     MONUMENTED       CGS
 OQ0150  HISTORY     - 1949     GOOD             CGS
 OQ0150  HISTORY     - 1971     GOOD             IAHD
 OQ0150
 OQ0150                          STATION DESCRIPTION
 OQ0150
 OQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0150'3 MI E FROM CANTON.
 OQ0150'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0150'RAILROAD FROM THE STATION AT CANTON, LINCOLN COUNTY, 150 YARDS
 OQ0150'WEST OF THE WEST END OF THE BRIDGE ACROSS SIOUX RIVER, 45 FEET
 OQ0150'NORTH OF THE NORTH RAIL, AND 1.5 FEET SOUTH OF THE RIGHT OF WAY
 OQ0150'FENCE.  A STANDARD DISK, STAMPED B 131 1934 AND SET IN THE TOP
 OQ0150'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OQ0150
 OQ0150                          STATION RECOVERY (1971)
 OQ0150
 OQ0150'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1971
 OQ0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0197 ***********************************************************************
 OT0197  DESIGNATION -  B 133
 OT0197  PID         -  OT0197
 OT0197  STATE/COUNTY-  SD/SHANNON
 OT0197  COUNTRY     -  US
 OT0197  USGS QUAD   -  MANDERSON (2017)
 OT0197
 OT0197                         *CURRENT SURVEY CONTROL
 OT0197  ______________________________________________________________________
 OT0197* NAD 83(1986) POSITION- 43 10 40.     (N) 102 25 38.     (W)   SCALED
 OT0197* NAVD 88 ORTHO HEIGHT -   959.808 (meters)     3148.97  (feet) ADJUSTED
 OT0197  ______________________________________________________________________
 OT0197  GEOID HEIGHT    -        -18.326 (meters)                     GEOID18
 OT0197  DYNAMIC HEIGHT  -        959.405 (meters)     3147.65  (feet) COMP
 OT0197  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 OT0197
 OT0197  VERT ORDER      -  SECOND    CLASS 0
 OT0197
 OT0197.The horizontal coordinates were scaled from a map and have
 OT0197.an estimated accuracy of +/- 6 seconds.
 OT0197
 OT0197.The orthometric height was determined by differential leveling and
 OT0197.adjusted by the NATIONAL GEODETIC SURVEY
 OT0197.in June 1991.
 OT0197
 OT0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0197.GEOID18 height accuracy estimate available here.
 OT0197
 OT0197.Click photographs - Photos may exist for this station.
 OT0197
 OT0197.The dynamic height is computed by dividing the NAVD 88
 OT0197.geopotential number by the normal gravity value computed on the
 OT0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0197.degrees latitude (g = 980.6199 gals.).
 OT0197
 OT0197.The modeled gravity was interpolated from observed gravity values.
 OT0197
 OT0197;                    North         East    Units  Estimated Accuracy
 OT0197;SPC SD S     -    95,960.      429,780.      MT  (+/- 180 meters Scaled)
 OT0197
 OT0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH091837(NAD 83)
 OT0197
 OT0197                          SUPERSEDED SURVEY CONTROL
 OT0197
 OT0197  NGVD 29 (??/??/92)  959.324  (m)         3147.38   (f) ADJ UNCH    2 0
 OT0197
 OT0197.Superseded values are not recommended for survey control.
 OT0197
 OT0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0197.See file dsdata.pdf to determine how the superseded data were derived.
 OT0197
 OT0197_MARKER: DB = BENCH MARK DISK
 OT0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0197_STAMPING: B 133 1934
 OT0197_MARK LOGO: CGS
 OT0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0197+STABILITY: SURFACE MOTION
 OT0197
 OT0197  HISTORY     - Date     Condition        Report By
 OT0197  HISTORY     - 1934     MONUMENTED       CGS
 OT0197  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0197
 OT0197                          STATION DESCRIPTION
 OT0197
 OT0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0197'4.2 MI S FROM MANDERSON.
 OT0197'4.2 MILES SOUTH ALONG THE ROAD LEADING TO BRENNAN FROM THE
 OT0197'POST OFFICE AT MANDERSON, SHANNON COUNTY, ON THE SOUTH SLOPE OF A
 OT0197'HILL, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET
 OT0197'NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B 133
 OT0197'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 OT0197'ABOVE GROUND.  NOTE-- HIGHWAY HAS BEEN REALIGNED.
 OT0197
 OT0197                          STATION RECOVERY (1966)
 OT0197
 OT0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0402 ***********************************************************************
 OT0402  DESIGNATION -  B 134
 OT0402  PID         -  OT0402
 OT0402  STATE/COUNTY-  SD/FALL RIVER
 OT0402  COUNTRY     -  US
 OT0402  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0402
 OT0402                         *CURRENT SURVEY CONTROL
 OT0402  ______________________________________________________________________
 OT0402* NAD 83(1986) POSITION- 43 15 10.     (N) 103 15 33.     (W)   SCALED
 OT0402* NAVD 88 ORTHO HEIGHT -  1047.425 (meters)     3436.43  (feet) ADJUSTED
 OT0402  ______________________________________________________________________
 OT0402  GEOID HEIGHT    -        -16.793 (meters)                     GEOID18
 OT0402  DYNAMIC HEIGHT  -       1046.969 (meters)     3434.93  (feet) COMP
 OT0402  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 OT0402
 OT0402  VERT ORDER      -  SECOND    CLASS 0
 OT0402
 OT0402.The horizontal coordinates were scaled from a map and have
 OT0402.an estimated accuracy of +/- 6 seconds.
 OT0402
 OT0402.The orthometric height was determined by differential leveling and
 OT0402.adjusted by the NATIONAL GEODETIC SURVEY
 OT0402.in June 1991.
 OT0402
 OT0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0402.GEOID18 height accuracy estimate available here.
 OT0402
 OT0402.Click photographs - Photos may exist for this station.
 OT0402
 OT0402.The dynamic height is computed by dividing the NAVD 88
 OT0402.geopotential number by the normal gravity value computed on the
 OT0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0402.degrees latitude (g = 980.6199 gals.).
 OT0402
 OT0402.The modeled gravity was interpolated from observed gravity values.
 OT0402
 OT0402;                    North         East    Units  Estimated Accuracy
 OT0402;SPC SD S     -   106,330.      362,470.      MT  (+/- 180 meters Scaled)
 OT0402
 OT0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH413903(NAD 83)
 OT0402
 OT0402                          SUPERSEDED SURVEY CONTROL
 OT0402
 OT0402  NGVD 29 (??/??/92) 1046.889  (m)         3434.67   (f) ADJ UNCH    2 0
 OT0402
 OT0402.Superseded values are not recommended for survey control.
 OT0402
 OT0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0402.See file dsdata.pdf to determine how the superseded data were derived.
 OT0402
 OT0402_MARKER: DB = BENCH MARK DISK
 OT0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0402_STAMPING: B 134 1934
 OT0402_MARK LOGO: CGS
 OT0402_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0402+STABILITY: SURFACE MOTION
 OT0402
 OT0402  HISTORY     - Date     Condition        Report By
 OT0402  HISTORY     - 1934     MONUMENTED       CGS
 OT0402  HISTORY     - 1949     GOOD             CGS
 OT0402
 OT0402                          STATION DESCRIPTION
 OT0402
 OT0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0402'4.3 MI S FROM SMITHWICK.
 OT0402'4.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0402'FROM THE STATION AT SMITHWICK, FALL RIVER COUNTY, 55 YARDS
 OT0402'NORTH OF MILEPOST H 32, 110 YARDS SOUTH OF CULVERT H 52 1/2,
 OT0402'AT A FIELD-ROAD CROSSING, 87 FEET SOUTH OF THE CENTERLINE OF
 OT0402'THE ROAD, AND 22.8 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 OT0402'STAMPED B 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0402'PROJECTING 4 INCHES ABOVE GROUND.
 OT0402
 OT0402                          STATION RECOVERY (1949)
 OT0402
 OT0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OT0402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0233 ***********************************************************************
 OT0233  DESIGNATION -  B 135
 OT0233  PID         -  OT0233
 OT0233  STATE/COUNTY-  SD/SHANNON
 OT0233  COUNTRY     -  US
 OT0233  USGS QUAD   -  PINE RIDGE SW (2017)
 OT0233
 OT0233                         *CURRENT SURVEY CONTROL
 OT0233  ______________________________________________________________________
 OT0233* NAD 83(1986) POSITION- 43 07 09.     (N) 102 38 54.     (W)   SCALED
 OT0233* NAVD 88 ORTHO HEIGHT -   951.382 (meters)     3121.33  (feet) ADJUSTED
 OT0233  ______________________________________________________________________
 OT0233  GEOID HEIGHT    -        -18.019 (meters)                     GEOID18
 OT0233  DYNAMIC HEIGHT  -        950.974 (meters)     3119.99  (feet) COMP
 OT0233  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 OT0233
 OT0233  VERT ORDER      -  SECOND    CLASS 0
 OT0233
 OT0233.The horizontal coordinates were scaled from a map and have
 OT0233.an estimated accuracy of +/- 6 seconds.
 OT0233
 OT0233.The orthometric height was determined by differential leveling and
 OT0233.adjusted by the NATIONAL GEODETIC SURVEY
 OT0233.in June 1991.
 OT0233
 OT0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0233.GEOID18 height accuracy estimate available here.
 OT0233
 OT0233.Click photographs - Photos may exist for this station.
 OT0233
 OT0233.The dynamic height is computed by dividing the NAVD 88
 OT0233.geopotential number by the normal gravity value computed on the
 OT0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0233.degrees latitude (g = 980.6199 gals.).
 OT0233
 OT0233.The modeled gravity was interpolated from observed gravity values.
 OT0233
 OT0233;                    North         East    Units  Estimated Accuracy
 OT0233;SPC SD S     -    89,930.      411,630.      MT  (+/- 180 meters Scaled)
 OT0233
 OT0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH913767(NAD 83)
 OT0233
 OT0233                          SUPERSEDED SURVEY CONTROL
 OT0233
 OT0233  NGVD 29 (??/??/92)  950.892  (m)         3119.72   (f) ADJ UNCH    2 0
 OT0233
 OT0233.Superseded values are not recommended for survey control.
 OT0233
 OT0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0233.See file dsdata.pdf to determine how the superseded data were derived.
 OT0233
 OT0233_MARKER: DB = BENCH MARK DISK
 OT0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0233_STAMPING: B 135 1934
 OT0233_MARK LOGO: CGS
 OT0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0233+STABILITY: SURFACE MOTION
 OT0233
 OT0233  HISTORY     - Date     Condition        Report By
 OT0233  HISTORY     - 1934     MONUMENTED       CGS
 OT0233  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0233
 OT0233                          STATION DESCRIPTION
 OT0233
 OT0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0233'8.4 MI NW FROM PINE RIDGE.
 OT0233'8.4 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE INDIAN
 OT0233'AGENCY OFFICE BUILDING AT PINE RIDGE, SHANNON COUNTY, 0.4 MILE
 OT0233'SOUTHEAST OF A DISTRICT SCHOOL, 50.0 YARDS NORTHWEST OF THE
 OT0233'JUNCTION OF A ROAD LEADING NORTH TO INDIAN DAY SCHOOL 4, 62.0
 OT0233'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 52.0 FEET NORTHEAST
 OT0233'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OT0233'B 135 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OT0233'INCHES ABOVE GROUND.
 OT0233
 OT0233                          STATION RECOVERY (1993)
 OT0233
 OT0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0233'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0325 ***********************************************************************
 OS0325  DESIGNATION -  B 136
 OS0325  PID         -  OS0325
 OS0325  STATE/COUNTY-  SD/BENNETT
 OS0325  COUNTRY     -  US
 OS0325  USGS QUAD   -  TUTHILL (2017)
 OS0325
 OS0325                         *CURRENT SURVEY CONTROL
 OS0325  ______________________________________________________________________
 OS0325* NAD 83(1986) POSITION- 43 12 54.     (N) 101 22 32.     (W)   SCALED
 OS0325* NAVD 88 ORTHO HEIGHT -   905.370 (meters)     2970.37  (feet) ADJUSTED
 OS0325  ______________________________________________________________________
 OS0325  GEOID HEIGHT    -        -20.725 (meters)                     GEOID18
 OS0325  DYNAMIC HEIGHT  -        905.003 (meters)     2969.16  (feet) COMP
 OS0325  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 OS0325
 OS0325  VERT ORDER      -  SECOND    CLASS 0
 OS0325
 OS0325.The horizontal coordinates were scaled from a map and have
 OS0325.an estimated accuracy of +/- 6 seconds.
 OS0325
 OS0325.The orthometric height was determined by differential leveling and
 OS0325.adjusted by the NATIONAL GEODETIC SURVEY
 OS0325.in June 1991.
 OS0325
 OS0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0325.GEOID18 height accuracy estimate available here.
 OS0325
 OS0325.Click photographs - Photos may exist for this station.
 OS0325
 OS0325.The dynamic height is computed by dividing the NAVD 88
 OS0325.geopotential number by the normal gravity value computed on the
 OS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0325.degrees latitude (g = 980.6199 gals.).
 OS0325
 OS0325.The modeled gravity was interpolated from observed gravity values.
 OS0325
 OS0325;                    North         East    Units  Estimated Accuracy
 OS0325;SPC SD S     -    98,480.      515,320.      MT  (+/- 180 meters Scaled)
 OS0325
 OS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN070874(NAD 83)
 OS0325
 OS0325                          SUPERSEDED SURVEY CONTROL
 OS0325
 OS0325  NGVD 29 (??/??/92)  904.934  (m)         2968.94   (f) ADJ UNCH    2 0
 OS0325
 OS0325.Superseded values are not recommended for survey control.
 OS0325
 OS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0325.See file dsdata.pdf to determine how the superseded data were derived.
 OS0325
 OS0325_MARKER: DB = BENCH MARK DISK
 OS0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0325_STAMPING: B 136 1934
 OS0325_MARK LOGO: CGS
 OS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0325+STABILITY: SURFACE MOTION
 OS0325
 OS0325  HISTORY     - Date     Condition        Report By
 OS0325  HISTORY     - 1934     MONUMENTED       CGS
 OS0325
 OS0325                          STATION DESCRIPTION
 OS0325
 OS0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0325'AT VETAL.
 OS0325'IS LOCATED AT VETAL, 7 MILES EAST OF JUNCTION OF U.S. HWY. 18
 OS0325'AND STATE HWY. 73, 40 YARDS SOUTHEAST OF SOUTHEAST CORNER OF
 OS0325'VETAL POST OFFICE, 36 FEET SOUTH OF CENTERLINE OF HIGHWAY, 35
 OS0325'FEET EAST OF CENTERLINE OF CROSS ROAD, 9 FEET EAST OF CORNER
 OS0325'POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST 1 INCH HIGH.
 OS0325'STAMPED B 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0180 ***********************************************************************
 OS0180  DESIGNATION -  B 137
 OS0180  PID         -  OS0180
 OS0180  STATE/COUNTY-  SD/TODD
 OS0180  COUNTRY     -  US
 OS0180  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0180
 OS0180                         *CURRENT SURVEY CONTROL
 OS0180  ______________________________________________________________________
 OS0180* NAD 83(1986) POSITION- 43 17 46.     (N) 100 46 01.     (W)   SCALED
 OS0180* NAVD 88 ORTHO HEIGHT -   852.781 (meters)     2797.83  (feet) ADJUSTED
 OS0180  ______________________________________________________________________
 OS0180  GEOID HEIGHT    -        -22.924 (meters)                     GEOID18
 OS0180  DYNAMIC HEIGHT  -        852.440 (meters)     2796.71  (feet) COMP
 OS0180  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 OS0180
 OS0180  VERT ORDER      -  SECOND    CLASS 0
 OS0180
 OS0180.The horizontal coordinates were scaled from a map and have
 OS0180.an estimated accuracy of +/- 6 seconds.
 OS0180
 OS0180.The orthometric height was determined by differential leveling and
 OS0180.adjusted by the NATIONAL GEODETIC SURVEY
 OS0180.in June 1991.
 OS0180
 OS0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0180.GEOID18 height accuracy estimate available here.
 OS0180
 OS0180.Click photographs - Photos may exist for this station.
 OS0180
 OS0180.The dynamic height is computed by dividing the NAVD 88
 OS0180.geopotential number by the normal gravity value computed on the
 OS0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0180.degrees latitude (g = 980.6199 gals.).
 OS0180
 OS0180.The modeled gravity was interpolated from observed gravity values.
 OS0180
 OS0180;                    North         East    Units  Estimated Accuracy
 OS0180;SPC SD S     -   107,050.      564,820.      MT  (+/- 180 meters Scaled)
 OS0180
 OS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN566952(NAD 83)
 OS0180
 OS0180                          SUPERSEDED SURVEY CONTROL
 OS0180
 OS0180  NGVD 29 (??/??/92)  852.390  (m)         2796.55   (f) ADJ UNCH    2 0
 OS0180
 OS0180.Superseded values are not recommended for survey control.
 OS0180
 OS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0180.See file dsdata.pdf to determine how the superseded data were derived.
 OS0180
 OS0180_MARKER: DB = BENCH MARK DISK
 OS0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0180_STAMPING: B 137 1934
 OS0180_MARK LOGO: CGS
 OS0180_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0180+STABILITY: SURFACE MOTION
 OS0180
 OS0180  HISTORY     - Date     Condition        Report By
 OS0180  HISTORY     - 1934     MONUMENTED       CGS
 OS0180
 OS0180                          STATION DESCRIPTION
 OS0180
 OS0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0180'5.5 MI W FROM MISSION.
 OS0180'ABOUT 5.5 MILES WEST ALONG U.S. HIGHWAY 18 FROM MISSION,
 OS0180'TODD COUNTY, ABOUT 3 MILES WEST OF THE JUNCTION WITH
 OS0180'STATE HIGHWAY 59, ON THE SOUTHWEST SLOPE OF A HILL, ABOUT 110
 OS0180'YARDS SOUTHWEST OF THE CENTER LINE OF A SECTION ROAD, 38 FEET
 OS0180'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 30 FEET
 OS0180'NORTHEAST OF AN OLD TRAIL.  A STANDARD DISK, STAMPED B 137
 OS0180'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OS0180'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0060 ***********************************************************************
 OS0060  DESIGNATION -  B 138
 OS0060  PID         -  OS0060
 OS0060  STATE/COUNTY-  SD/TRIPP
 OS0060  COUNTRY     -  US
 OS0060  USGS QUAD   -  WITTEN (2017)
 OS0060
 OS0060                         *CURRENT SURVEY CONTROL
 OS0060  ______________________________________________________________________
 OS0060* NAD 83(1986) POSITION- 43 24 31.     (N) 100 01 23.     (W)   SCALED
 OS0060* NAVD 88 ORTHO HEIGHT -   617.940 (meters)     2027.36  (feet) ADJUSTED
 OS0060  ______________________________________________________________________
 OS0060  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 OS0060  DYNAMIC HEIGHT  -        617.720 (meters)     2026.64  (feet) COMP
 OS0060  MODELED GRAVITY -    980,244.7   (mgal)                       NAVD 88
 OS0060
 OS0060  VERT ORDER      -  SECOND    CLASS 0
 OS0060
 OS0060.The horizontal coordinates were scaled from a map and have
 OS0060.an estimated accuracy of +/- 6 seconds.
 OS0060
 OS0060.The orthometric height was determined by differential leveling and
 OS0060.adjusted by the NATIONAL GEODETIC SURVEY
 OS0060.in June 1991.
 OS0060
 OS0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0060.GEOID18 height accuracy estimate available here.
 OS0060
 OS0060.Click photographs - Photos may exist for this station.
 OS0060
 OS0060.The dynamic height is computed by dividing the NAVD 88
 OS0060.geopotential number by the normal gravity value computed on the
 OS0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0060.degrees latitude (g = 980.6199 gals.).
 OS0060
 OS0060.The modeled gravity was interpolated from observed gravity values.
 OS0060
 OS0060;                    North         East    Units  Estimated Accuracy
 OS0060;SPC SD S     -   119,500.      625,130.      MT  (+/- 180 meters Scaled)
 OS0060
 OS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP171067(NAD 83)
 OS0060
 OS0060                          SUPERSEDED SURVEY CONTROL
 OS0060
 OS0060  NGVD 29 (??/??/92)  617.571  (m)         2026.15   (f) ADJ UNCH    2 0
 OS0060
 OS0060.Superseded values are not recommended for survey control.
 OS0060
 OS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0060.See file dsdata.pdf to determine how the superseded data were derived.
 OS0060
 OS0060_MARKER: DB = BENCH MARK DISK
 OS0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0060_STAMPING: B 138 1934
 OS0060_MARK LOGO: CGS
 OS0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0060+STABILITY: SURFACE MOTION
 OS0060
 OS0060  HISTORY     - Date     Condition        Report By
 OS0060  HISTORY     - 1934     MONUMENTED       CGS
 OS0060  HISTORY     - 1940     GOOD             CGS
 OS0060  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0060
 OS0060                          STATION DESCRIPTION
 OS0060
 OS0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0060'3.5 MI SE FROM WITTEN.
 OS0060'LOCATED 3.5 MILES SOUTH EAST OF STATION AT WITTEN, 8.7 MILES
 OS0060'NORTHWEST OF STATION AT WINNER, ABOUT 0.5 MILE SOUTHEAST OF
 OS0060'M.P. 184, 40 FEET NORTHWEST OF THE 11TH TELEGRAPH POLE SOUTHEAST
 OS0060'OF THE INTERSECTION WHERE U.S. 83 CROSSES THE TRACK, 30 FEET
 OS0060'SOUTHWEST OF SOUTHWEST RAIL, 18 FEET NORTHEAST OF R/W FENCE,
 OS0060'7 FEET NORTHEAST OF LINE OF TELEGRAPH POLES.  STANDARD TABLET
 OS0060'SET IN TOP OF CONCRETE POST 8 INCHES HIGH.
 OS0060
 OS0060                          STATION RECOVERY (1940)
 OS0060
 OS0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0060'RECOVERED IN GOOD CONDITION.
 OS0060
 OS0060                          STATION RECOVERY (1977)
 OS0060
 OS0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0539 ***********************************************************************
 OR0539  DESIGNATION -  B 139
 OR0539  PID         -  OR0539
 OR0539  STATE/COUNTY-  SD/GREGORY
 OR0539  COUNTRY     -  US
 OR0539  USGS QUAD   -  BURKE (2017)
 OR0539
 OR0539                         *CURRENT SURVEY CONTROL
 OR0539  ______________________________________________________________________
 OR0539* NAD 83(1986) POSITION- 43 11 47.     (N) 099 19 15.     (W)   SCALED
 OR0539* NAVD 88 ORTHO HEIGHT -   677.447 (meters)     2222.59  (feet) ADJUSTED
 OR0539  ______________________________________________________________________
 OR0539  GEOID HEIGHT    -        -25.745 (meters)                     GEOID18
 OR0539  DYNAMIC HEIGHT  -        677.191 (meters)     2221.75  (feet) COMP
 OR0539  MODELED GRAVITY -    980,220.7   (mgal)                       NAVD 88
 OR0539
 OR0539  VERT ORDER      -  SECOND    CLASS 0
 OR0539
 OR0539.The horizontal coordinates were scaled from a map and have
 OR0539.an estimated accuracy of +/- 6 seconds.
 OR0539
 OR0539.The orthometric height was determined by differential leveling and
 OR0539.adjusted by the NATIONAL GEODETIC SURVEY
 OR0539.in June 1991.
 OR0539
 OR0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0539.GEOID18 height accuracy estimate available here.
 OR0539
 OR0539.Click photographs - Photos may exist for this station.
 OR0539
 OR0539.The dynamic height is computed by dividing the NAVD 88
 OR0539.geopotential number by the normal gravity value computed on the
 OR0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0539.degrees latitude (g = 980.6199 gals.).
 OR0539
 OR0539.The modeled gravity was interpolated from observed gravity values.
 OR0539
 OR0539;                    North         East    Units  Estimated Accuracy
 OR0539;SPC SD S     -    96,380.      682,290.      MT  (+/- 180 meters Scaled)
 OR0539
 OR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN739826(NAD 83)
 OR0539
 OR0539                          SUPERSEDED SURVEY CONTROL
 OR0539
 OR0539.No superseded survey control is available for this station.
 OR0539
 OR0539_MARKER: DB = BENCH MARK DISK
 OR0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0539_STAMPING: B 139 1934
 OR0539_MARK LOGO: CGS
 OR0539_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0539+STABILITY: SURFACE MOTION
 OR0539
 OR0539  HISTORY     - Date     Condition        Report By
 OR0539  HISTORY     - 1934     MONUMENTED       CGS
 OR0539  HISTORY     - 1973     GOOD             NGS
 OR0539  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0539
 OR0539                          STATION DESCRIPTION
 OR0539
 OR0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0539'1.9 MI NW FROM BURKE.
 OR0539'ABOUT 1.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OR0539'RAILWAY FROM THE STATION AT BURKE, GREGORY COUNTY, AT THE NORTHWEST
 OR0539'END OF A CUT, ABOUT 300 YARDS SOUTHEAST OF THE CROSSING OF A COUNTY
 OR0539'ROAD AND THE NORTHWEST END OF A PARALLEL TANGENT OF U.S. HIGHWAY 18,
 OR0539'40.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN LINE WITH A ROW
 OR0539'OF POLES, 8.6 FEET SOUTHEAST OF A POLE, 7.7 FEET NORTHEAST OF THE
 OR0539'RIGHT-OF-WAY FENCE, AND 0.4 FOOT NORTH OF A WHITE REFERENCE POST.
 OR0539'A STANDARD DISK, STAMPED B 139 1934 AND SET IN THE TOP OF A
 OR0539'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- A
 OR0539'METAL WITNESS POST WAS SET 1.0 FOOT EAST OF THE MARK.
 OR0539
 OR0539                          STATION RECOVERY (1973)
 OR0539
 OR0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OR0539'RECOVERED IN GOOD CONDITION.
 OR0539
 OR0539                          STATION RECOVERY (1993)
 OR0539
 OR0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0539'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0148 ***********************************************************************
 PT0148  DESIGNATION -  B 14
 PT0148  PID         -  PT0148
 PT0148  STATE/COUNTY-  SD/HUGHES
 PT0148  COUNTRY     -  US
 PT0148  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT0148
 PT0148                         *CURRENT SURVEY CONTROL
 PT0148  ______________________________________________________________________
 PT0148* NAD 83(1986) POSITION- 44 20 30.     (N) 100 14 30.     (W)   SCALED
 PT0148* NAVD 88 ORTHO HEIGHT -   441.178 (meters)     1447.43  (feet) ADJUSTED
 PT0148  ______________________________________________________________________
 PT0148  GEOID HEIGHT    -        -23.589 (meters)                     GEOID18
 PT0148  DYNAMIC HEIGHT  -        441.095 (meters)     1447.16  (feet) COMP
 PT0148  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 PT0148
 PT0148  VERT ORDER      -  FIRST     CLASS II
 PT0148
 PT0148.The horizontal coordinates were scaled from a map and have
 PT0148.an estimated accuracy of +/- 6 seconds.
 PT0148
 PT0148.The orthometric height was determined by differential leveling and
 PT0148.adjusted by the NATIONAL GEODETIC SURVEY
 PT0148.in June 1991.
 PT0148
 PT0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0148.GEOID18 height accuracy estimate available here.
 PT0148
 PT0148.Click photographs - Photos may exist for this station.
 PT0148
 PT0148.The dynamic height is computed by dividing the NAVD 88
 PT0148.geopotential number by the normal gravity value computed on the
 PT0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0148.degrees latitude (g = 980.6199 gals.).
 PT0148
 PT0148.The modeled gravity was interpolated from observed gravity values.
 PT0148
 PT0148;                    North         East    Units  Estimated Accuracy
 PT0148;SPC SD S     -   223,120.      607,310.      MT  (+/- 180 meters Scaled)
 PT0148
 PT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ010105(NAD 83)
 PT0148
 PT0148                          SUPERSEDED SURVEY CONTROL
 PT0148
 PT0148  NGVD 29 (??/??/92)  440.817  (m)         1446.25   (f) ADJ UNCH    1 2
 PT0148
 PT0148.Superseded values are not recommended for survey control.
 PT0148
 PT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0148.See file dsdata.pdf to determine how the superseded data were derived.
 PT0148
 PT0148_MARKER: DB = BENCH MARK DISK
 PT0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0148_STAMPING: B 14 1926
 PT0148_MARK LOGO: CGS
 PT0148_PROJECTION: FLUSH
 PT0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0148+STABILITY: SURFACE MOTION
 PT0148
 PT0148  HISTORY     - Date     Condition        Report By
 PT0148  HISTORY     - 1926     MONUMENTED       CGS
 PT0148  HISTORY     - 1934     GOOD             CGS
 PT0148
 PT0148                          STATION DESCRIPTION
 PT0148
 PT0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0148'6 MI SE FROM PIERRE.
 PT0148'6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0148'FROM PIERRE, HUGHES COUNTY, ABOUT 350 FEET EAST OF BRIDGE 283,
 PT0148'ABOUT 170 FEET WEST OF BRIDGE 282, 13 FEET WEST OF THE FIRST
 PT0148'POLE WEST OF BRIDGE 282, 44.5 FEET SOUTH OF THE CENTER LINE OF
 PT0148'THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 PT0148'STAMPED 1446.247 B 14 1926 AND SET IN THE TOP OF A CONCRETE POST
 PT0148'ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0025 ***********************************************************************
 OS0025  DESIGNATION -  B 140
 OS0025  PID         -  OS0025
 OS0025  STATE/COUNTY-  SD/TRIPP
 OS0025  COUNTRY     -  US
 OS0025  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 OS0025
 OS0025                         *CURRENT SURVEY CONTROL
 OS0025  ______________________________________________________________________
 OS0025* NAD 83(1986) POSITION- 43 40 42.     (N) 100 02 03.     (W)   SCALED
 OS0025* NAVD 88 ORTHO HEIGHT -   543.619 (meters)     1783.52  (feet) ADJUSTED
 OS0025  ______________________________________________________________________
 OS0025  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 OS0025  DYNAMIC HEIGHT  -        543.442 (meters)     1782.94  (feet) COMP
 OS0025  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 OS0025
 OS0025  VERT ORDER      -  SECOND    CLASS 0
 OS0025
 OS0025.The horizontal coordinates were scaled from a map and have
 OS0025.an estimated accuracy of +/- 6 seconds.
 OS0025
 OS0025.The orthometric height was determined by differential leveling and
 OS0025.adjusted by the NATIONAL GEODETIC SURVEY
 OS0025.in June 1991.
 OS0025
 OS0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0025.GEOID18 height accuracy estimate available here.
 OS0025
 OS0025.Click photographs - Photos may exist for this station.
 OS0025
 OS0025.The dynamic height is computed by dividing the NAVD 88
 OS0025.geopotential number by the normal gravity value computed on the
 OS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0025.degrees latitude (g = 980.6199 gals.).
 OS0025
 OS0025.The modeled gravity was interpolated from observed gravity values.
 OS0025
 OS0025;                    North         East    Units  Estimated Accuracy
 OS0025;SPC SD S     -   149,460.      624,120.      MT  (+/- 180 meters Scaled)
 OS0025
 OS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP166366(NAD 83)
 OS0025
 OS0025                          SUPERSEDED SURVEY CONTROL
 OS0025
 OS0025  NGVD 29 (??/??/92)  543.242  (m)         1782.29   (f) ADJ UNCH    2 0
 OS0025
 OS0025.Superseded values are not recommended for survey control.
 OS0025
 OS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0025.See file dsdata.pdf to determine how the superseded data were derived.
 OS0025
 OS0025_MARKER: DB = BENCH MARK DISK
 OS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0025_STAMPING: B 140 1934
 OS0025_MARK LOGO: CGS
 OS0025_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0025+STABILITY: SURFACE MOTION
 OS0025
 OS0025  HISTORY     - Date     Condition        Report By
 OS0025  HISTORY     - 1934     MONUMENTED       CGS
 OS0025  HISTORY     - 1940     GOOD             CGS
 OS0025
 OS0025                          STATION DESCRIPTION
 OS0025
 OS0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0025'17.7 MI S FROM PRESHO.
 OS0025'IN TRIPP COUNTY, ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16
 OS0025'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OS0025'STATION AT PRESHO, LYMAN COUNTY, THENCE ABOUT 16.6 MILES SOUTH
 OS0025'ALONG U.S. HIGHWAY 183, ABOUT 2.2 MILES SOUTH OF THE SOUTH
 OS0025'END OF THE BRIDGE OVER WHITE RIVER, 51 FEET SOUTHWEST OF A FARM
 OS0025'DRIVEWAY ENTRANCE, 36 FEET NORTHWEST OF THE CENTER LINE OF
 OS0025'THE HIGHWAY, 1.5 FEET NORTHWEST OF A FENCE PARALLELING THE
 OS0025'HIGHWAY, AND 0.5 FOOT NORTHWEST OF A WHITE REFERENCE POST
 OS0025'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED B 140 1934 AND SET
 OS0025'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OS0025'GROUND.
 OS0025
 OS0025                          STATION RECOVERY (1940)
 OS0025
 OS0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0476 ***********************************************************************
 OR0476  DESIGNATION -  B 141
 OR0476  PID         -  OR0476
 OR0476  STATE/COUNTY-  SD/LYMAN
 OR0476  COUNTRY     -  US
 OR0476  USGS QUAD   -  IONA (2017)
 OR0476
 OR0476                         *CURRENT SURVEY CONTROL
 OR0476  ______________________________________________________________________
 OR0476* NAD 83(1986) POSITION- 43 31 23.     (N) 099 25 24.     (W)   SCALED
 OR0476* NAVD 88 ORTHO HEIGHT -   589.258 (meters)     1933.26  (feet) ADJUSTED
 OR0476  ______________________________________________________________________
 OR0476  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 OR0476  DYNAMIC HEIGHT  -        589.066 (meters)     1932.63  (feet) COMP
 OR0476  MODELED GRAVITY -    980,274.5   (mgal)                       NAVD 88
 OR0476
 OR0476  VERT ORDER      -  SECOND    CLASS 0
 OR0476
 OR0476.The horizontal coordinates were scaled from a map and have
 OR0476.an estimated accuracy of +/- 6 seconds.
 OR0476
 OR0476.The orthometric height was determined by differential leveling and
 OR0476.adjusted by the NATIONAL GEODETIC SURVEY
 OR0476.in June 1991.
 OR0476
 OR0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0476.GEOID18 height accuracy estimate available here.
 OR0476
 OR0476.Click photographs - Photos may exist for this station.
 OR0476
 OR0476.The dynamic height is computed by dividing the NAVD 88
 OR0476.geopotential number by the normal gravity value computed on the
 OR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0476.degrees latitude (g = 980.6199 gals.).
 OR0476
 OR0476.The modeled gravity was interpolated from observed gravity values.
 OR0476
 OR0476;                    North         East    Units  Estimated Accuracy
 OR0476;SPC SD S     -   132,570.      673,560.      MT  (+/- 180 meters Scaled)
 OR0476
 OR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP657189(NAD 83)
 OR0476
 OR0476                          SUPERSEDED SURVEY CONTROL
 OR0476
 OR0476  NGVD 29 (??/??/92)  588.931  (m)         1932.18   (f) ADJ UNCH    2 0
 OR0476
 OR0476.Superseded values are not recommended for survey control.
 OR0476
 OR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0476.See file dsdata.pdf to determine how the superseded data were derived.
 OR0476
 OR0476_MARKER: DB = BENCH MARK DISK
 OR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0476_STAMPING: B 141 1934
 OR0476_MARK LOGO: CGS
 OR0476_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0476+STABILITY: SURFACE MOTION
 OR0476
 OR0476  HISTORY     - Date     Condition        Report By
 OR0476  HISTORY     - 1934     MONUMENTED       CGS
 OR0476  HISTORY     - 1945     GOOD             CGS
 OR0476  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0476
 OR0476                          STATION DESCRIPTION
 OR0476
 OR0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0476'1.4 MI S FROM IONA.
 OR0476'1.4 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0476'IONA, LYMAN COUNTY, ON THE NORTH SLOPE OF A HILL, 120 YARDS SOUTH
 OR0476'OF A 24-INCH CORRUGATED-IRON CULVERT, 34 FEET EAST OF THE
 OR0476'CENTERLINE OF THE HIGHWAY, AND 4 FEET WEST OF A FENCE.  A
 OR0476'STANDARD DISK, STAMPED B 141 1934 AND SET IN THE TOP OF A
 OR0476'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OR0476
 OR0476                          STATION RECOVERY (1974)
 OR0476
 OR0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0476'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0109 ***********************************************************************
 OR0109  DESIGNATION -  B 143
 OR0109  PID         -  OR0109
 OR0109  STATE/COUNTY-  SD/CHARLES MIX
 OR0109  COUNTRY     -  US
 OR0109  USGS QUAD   -  DANTE (2017)
 OR0109
 OR0109                         *CURRENT SURVEY CONTROL
 OR0109  ______________________________________________________________________
 OR0109* NAD 83(1986) POSITION- 43 02 41.     (N) 098 11 47.     (W)   SCALED
 OR0109* NAVD 88 ORTHO HEIGHT -   421.971 (meters)     1384.42  (feet) ADJUSTED
 OR0109  ______________________________________________________________________
 OR0109  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 OR0109  DYNAMIC HEIGHT  -        421.828 (meters)     1383.95  (feet) COMP
 OR0109  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 OR0109
 OR0109  VERT ORDER      -  SECOND    CLASS 0
 OR0109
 OR0109.The horizontal coordinates were scaled from a map and have
 OR0109.an estimated accuracy of +/- 6 seconds.
 OR0109
 OR0109.The orthometric height was determined by differential leveling and
 OR0109.adjusted by the NATIONAL GEODETIC SURVEY
 OR0109.in June 1991.
 OR0109
 OR0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0109.GEOID18 height accuracy estimate available here.
 OR0109
 OR0109.Click photographs - Photos may exist for this station.
 OR0109
 OR0109.The dynamic height is computed by dividing the NAVD 88
 OR0109.geopotential number by the normal gravity value computed on the
 OR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0109.degrees latitude (g = 980.6199 gals.).
 OR0109
 OR0109.The modeled gravity was interpolated from observed gravity values.
 OR0109
 OR0109;                    North         East    Units  Estimated Accuracy
 OR0109;SPC SD S     -    81,270.      774,100.      MT  (+/- 180 meters Scaled)
 OR0109
 OR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN654660(NAD 83)
 OR0109
 OR0109                          SUPERSEDED SURVEY CONTROL
 OR0109
 OR0109  NGVD 29 (??/??/92)  421.697  (m)         1383.52   (f) ADJ UNCH    2 0
 OR0109
 OR0109.Superseded values are not recommended for survey control.
 OR0109
 OR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0109.See file dsdata.pdf to determine how the superseded data were derived.
 OR0109
 OR0109_MARKER: DB = BENCH MARK DISK
 OR0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0109_STAMPING: B 143 1934
 OR0109_MARK LOGO: CGS
 OR0109_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0109+STABILITY: SURFACE MOTION
 OR0109
 OR0109  HISTORY     - Date     Condition        Report By
 OR0109  HISTORY     - 1934     MONUMENTED       CGS
 OR0109  HISTORY     - 1972     MARK NOT FOUND   USGS
 OR0109
 OR0109                          STATION DESCRIPTION
 OR0109
 OR0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0109'0.7 MI NW FROM DANTE.
 OR0109'0.7 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0109'PACIFIC RAILROAD FROM THE STATION AT DANTE, CHARLES MIX COUNTY,
 OR0109'47.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET WEST OF THE
 OR0109'CORNER POST OF A QUARTER-SECTION-LINE FENCE, AND 2 FEET SOUTHWEST
 OR0109'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 143 1934
 OR0109'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OR0109'GROUND.
 OR0109
 OR0109                          STATION RECOVERY (1972)
 OR0109
 OR0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OR0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0079 ***********************************************************************
 OR0079  DESIGNATION -  B 144
 OR0079  PID         -  OR0079
 OR0079  STATE/COUNTY-  SD/DOUGLAS
 OR0079  COUNTRY     -  US
 OR0079  USGS QUAD   -  CORSICA (2017)
 OR0079
 OR0079                         *CURRENT SURVEY CONTROL
 OR0079  ______________________________________________________________________
 OR0079* NAD 83(1986) POSITION- 43 23 06.     (N) 098 24 23.     (W)   SCALED
 OR0079* NAVD 88 ORTHO HEIGHT -   476.948 (meters)     1564.79  (feet) ADJUSTED
 OR0079  ______________________________________________________________________
 OR0079  GEOID HEIGHT    -        -26.583 (meters)                     GEOID18
 OR0079  DYNAMIC HEIGHT  -        476.798 (meters)     1564.29  (feet) COMP
 OR0079  MODELED GRAVITY -    980,291.3   (mgal)                       NAVD 88
 OR0079
 OR0079  VERT ORDER      -  SECOND    CLASS 0
 OR0079
 OR0079.The horizontal coordinates were scaled from a map and have
 OR0079.an estimated accuracy of +/- 6 seconds.
 OR0079
 OR0079.The orthometric height was determined by differential leveling and
 OR0079.adjusted by the NATIONAL GEODETIC SURVEY
 OR0079.in June 1991.
 OR0079
 OR0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0079.GEOID18 height accuracy estimate available here.
 OR0079
 OR0079.Click photographs - Photos may exist for this station.
 OR0079
 OR0079.The dynamic height is computed by dividing the NAVD 88
 OR0079.geopotential number by the normal gravity value computed on the
 OR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0079.degrees latitude (g = 980.6199 gals.).
 OR0079
 OR0079.The modeled gravity was interpolated from observed gravity values.
 OR0079
 OR0079;                    North         East    Units  Estimated Accuracy
 OR0079;SPC SD S     -   118,640.      756,110.      MT  (+/- 180 meters Scaled)
 OR0079
 OR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP480037(NAD 83)
 OR0079
 OR0079                          SUPERSEDED SURVEY CONTROL
 OR0079
 OR0079  NGVD 29 (??/??/92)  476.625  (m)         1563.73   (f) ADJ UNCH    2 0
 OR0079
 OR0079.Superseded values are not recommended for survey control.
 OR0079
 OR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0079.See file dsdata.pdf to determine how the superseded data were derived.
 OR0079
 OR0079_MARKER: DB = BENCH MARK DISK
 OR0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0079_STAMPING: B 144 1934
 OR0079_MARK LOGO: CGS
 OR0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0079+STABILITY: SURFACE MOTION
 OR0079
 OR0079  HISTORY     - Date     Condition        Report By
 OR0079  HISTORY     - 1934     MONUMENTED       CGS
 OR0079
 OR0079                          STATION DESCRIPTION
 OR0079
 OR0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0079'2.7 MI S FROM CORSICA.
 OR0079'ABOUT 2.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0079'PACIFIC RAILROAD FROM THE STATION AT CORSICA, DOUGLAS COUTNY,
 OR0079'AT A SECTION-ROAD CROSSING, 64 FEET NORTH OF THE CENTER LINE OF
 OR0079'THE ROAD, 35.1 FEET WEST OF THE WEST RAIL, AND 76 FEET EAST OF
 OR0079'THE CENTER LINE OF STATE HIGHWAY 41.  AT STANDARD DISK, STAMPED
 OR0079'B 144 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0079'8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0093 ***********************************************************************
 OR0093  DESIGNATION -  B 145
 OR0093  PID         -  OR0093
 OR0093  STATE/COUNTY-  SD/HUTCHINSON
 OR0093  COUNTRY     -  US
 OR0093  USGS QUAD   -  OAK HOLLOW (2017)
 OR0093
 OR0093                         *CURRENT SURVEY CONTROL
 OR0093  ______________________________________________________________________
 OR0093* NAD 83(1986) POSITION- 43 14 11.     (N) 098 00 15.     (W)   SCALED
 OR0093* NAVD 88 ORTHO HEIGHT -   484.844 (meters)     1590.69  (feet) ADJUSTED
 OR0093  ______________________________________________________________________
 OR0093  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 OR0093  DYNAMIC HEIGHT  -        484.687 (meters)     1590.18  (feet) COMP
 OR0093  MODELED GRAVITY -    980,281.9   (mgal)                       NAVD 88
 OR0093
 OR0093  VERT ORDER      -  SECOND    CLASS 0
 OR0093
 OR0093.The horizontal coordinates were scaled from a map and have
 OR0093.an estimated accuracy of +/- 6 seconds.
 OR0093
 OR0093.The orthometric height was determined by differential leveling and
 OR0093.adjusted by the NATIONAL GEODETIC SURVEY
 OR0093.in June 1991.
 OR0093
 OR0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0093.GEOID18 height accuracy estimate available here.
 OR0093
 OR0093.Click photographs - Photos may exist for this station.
 OR0093
 OR0093.The dynamic height is computed by dividing the NAVD 88
 OR0093.geopotential number by the normal gravity value computed on the
 OR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0093.degrees latitude (g = 980.6199 gals.).
 OR0093
 OR0093.The modeled gravity was interpolated from observed gravity values.
 OR0093
 OR0093;                    North         East    Units  Estimated Accuracy
 OR0093;SPC SD S     -   102,970.      789,160.      MT  (+/- 180 meters Scaled)
 OR0093
 OR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN808875(NAD 83)
 OR0093
 OR0093                          SUPERSEDED SURVEY CONTROL
 OR0093
 OR0093  NGVD 29 (??/??/92)  484.526  (m)         1589.65   (f) ADJ UNCH    2 0
 OR0093
 OR0093.Superseded values are not recommended for survey control.
 OR0093
 OR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0093.See file dsdata.pdf to determine how the superseded data were derived.
 OR0093
 OR0093_MARKER: DB = BENCH MARK DISK
 OR0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0093_STAMPING: B 145 1934
 OR0093_MARK LOGO: CGS
 OR0093_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0093+STABILITY: SURFACE MOTION
 OR0093
 OR0093  HISTORY     - Date     Condition        Report By
 OR0093  HISTORY     - 1934     MONUMENTED       CGS
 OR0093
 OR0093                          STATION DESCRIPTION
 OR0093
 OR0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0093'2 MI NW FROM TRIPP.
 OR0093'2.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0093'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OR0093'OPPOSITE MILEPOST 2, 46.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OR0093'AND 1.3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OR0093'DISK, STAMPED B 145 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0093'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0975 ***********************************************************************
 NM0975  DESIGNATION -  B 146
 NM0975  PID         -  NM0975
 NM0975  STATE/COUNTY-  SD/YANKTON
 NM0975  COUNTRY     -  US
 NM0975  USGS QUAD   -  YANKTON (2017)
 NM0975
 NM0975                         *CURRENT SURVEY CONTROL
 NM0975  ______________________________________________________________________
 NM0975* NAD 83(1986) POSITION- 42 58 53.     (N) 097 29 49.     (W)   SCALED
 NM0975* NAVD 88 ORTHO HEIGHT -   415.368 (meters)     1362.75  (feet) ADJUSTED
 NM0975  ______________________________________________________________________
 NM0975  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 NM0975  DYNAMIC HEIGHT  -        415.245 (meters)     1362.35  (feet) COMP
 NM0975  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 NM0975
 NM0975  VERT ORDER      -  SECOND    CLASS 0
 NM0975
 NM0975.The horizontal coordinates were scaled from a map and have
 NM0975.an estimated accuracy of +/- 6 seconds.
 NM0975
 NM0975.The orthometric height was determined by differential leveling and
 NM0975.adjusted by the NATIONAL GEODETIC SURVEY
 NM0975.in June 1991.
 NM0975
 NM0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0975.GEOID18 height accuracy estimate available here.
 NM0975
 NM0975.Click photographs - Photos may exist for this station.
 NM0975
 NM0975.The dynamic height is computed by dividing the NAVD 88
 NM0975.geopotential number by the normal gravity value computed on the
 NM0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0975.degrees latitude (g = 980.6199 gals.).
 NM0975
 NM0975.The modeled gravity was interpolated from observed gravity values.
 NM0975
 NM0975;                    North         East    Units  Estimated Accuracy
 NM0975;SPC SD S     -    75,940.      831,300.      MT  (+/- 180 meters Scaled)
 NM0975
 NM0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN225598(NAD 83)
 NM0975
 NM0975                          SUPERSEDED SURVEY CONTROL
 NM0975
 NM0975  NGVD 29 (??/??/92)  415.147  (m)         1362.03   (f) ADJ UNCH    2 0
 NM0975
 NM0975.Superseded values are not recommended for survey control.
 NM0975
 NM0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0975.See file dsdata.pdf to determine how the superseded data were derived.
 NM0975
 NM0975_MARKER: DB = BENCH MARK DISK
 NM0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0975_STAMPING: B 146 1934
 NM0975_MARK LOGO: CGS
 NM0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0975+STABILITY: SURFACE MOTION
 NM0975
 NM0975  HISTORY     - Date     Condition        Report By
 NM0975  HISTORY     - 1934     MONUMENTED       CGS
 NM0975  HISTORY     - 1946     GOOD             CGS
 NM0975
 NM0975                          STATION DESCRIPTION
 NM0975
 NM0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0975'AT UTICA.
 NM0975'AT UTICA, 675 FEET NORTHWEST OF STATION OF THE C.M.ST.P. AND P.R.R.,
 NM0975'0.7 OF MILE SOUTHEAST OF M.P. 162, 195 YARDS NORTHWEST OF
 NM0975'CENTERLINES OF INTERSECTION GRAVELED ROAD AND THE RAILROAD,
 NM0975'38.4 FEET SOUTHWEST OF SOUTHWEST RAIL, 10.2 FEET NORTHWEST OF
 NM0975'THIRD TELEGRAPH POLE FROM ROAD CROSSING, 8.7 FEET NORTHEAST OF
 NM0975'R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 NM0975'HIGH.
 NM0975
 NM0975                          STATION RECOVERY (1946)
 NM0975
 NM0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM0975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0062 ***********************************************************************
 OR0062  DESIGNATION -  B 147
 OR0062  PID         -  OR0062
 OR0062  STATE/COUNTY-  SD/DAVISON
 OR0062  COUNTRY     -  US
 OR0062  USGS QUAD   -  MITCHELL (2017)
 OR0062
 OR0062                         *CURRENT SURVEY CONTROL
 OR0062  ______________________________________________________________________
 OR0062* NAD 83(1986) POSITION- 43 39 29.     (N) 098 00 20.     (W)   SCALED
 OR0062* NAVD 88 ORTHO HEIGHT -   403.143 (meters)     1322.65  (feet) ADJUSTED
 OR0062  ______________________________________________________________________
 OR0062  GEOID HEIGHT    -        -26.221 (meters)                     GEOID18
 OR0062  DYNAMIC HEIGHT  -        403.041 (meters)     1322.31  (feet) COMP
 OR0062  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 OR0062
 OR0062  VERT ORDER      -  SECOND    CLASS 0
 OR0062
 OR0062.The horizontal coordinates were scaled from a map and have
 OR0062.an estimated accuracy of +/- 6 seconds.
 OR0062
 OR0062.The orthometric height was determined by differential leveling and
 OR0062.adjusted by the NATIONAL GEODETIC SURVEY
 OR0062.in June 1991.
 OR0062
 OR0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0062.GEOID18 height accuracy estimate available here.
 OR0062
 OR0062.Click photographs - Photos may exist for this station.
 OR0062
 OR0062.The dynamic height is computed by dividing the NAVD 88
 OR0062.geopotential number by the normal gravity value computed on the
 OR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0062.degrees latitude (g = 980.6199 gals.).
 OR0062
 OR0062.The modeled gravity was interpolated from observed gravity values.
 OR0062
 OR0062;                    North         East    Units  Estimated Accuracy
 OR0062;SPC SD S     -   149,800.      787,730.      MT  (+/- 180 meters Scaled)
 OR0062
 OR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP801343(NAD 83)
 OR0062
 OR0062                          SUPERSEDED SURVEY CONTROL
 OR0062
 OR0062  NGVD 29 (??/??/92)  402.846  (m)         1321.67   (f) ADJ UNCH    2 0
 OR0062
 OR0062.Superseded values are not recommended for survey control.
 OR0062
 OR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0062.See file dsdata.pdf to determine how the superseded data were derived.
 OR0062
 OR0062_MARKER: DB = BENCH MARK DISK
 OR0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0062_STAMPING: B 147 1934
 OR0062_MARK LOGO: CGS
 OR0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0062+STABILITY: SURFACE MOTION
 OR0062
 OR0062  HISTORY     - Date     Condition        Report By
 OR0062  HISTORY     - 1934     MONUMENTED       CGS
 OR0062
 OR0062                          STATION DESCRIPTION
 OR0062
 OR0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0062'7.4 MI N FROM ETHAN.
 OR0062'7.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0062'PACIFIC RAILROAD FROM THE STATION AT ETHAN, DAVISON COUNTY,
 OR0062'ABOUT 141 FEET SOUTH OF THE CENTER LINE OF A SECTION ROAD,
 OR0062'37 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 8.5 FEET
 OR0062'SOUTH OF A POLE.  A STANDARD DISK, STAMPED B 147 1934 AND SET IN
 OR0062'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 OR0062'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0417 ***********************************************************************
 OQ0417  DESIGNATION -  B 148
 OQ0417  PID         -  OQ0417
 OQ0417  STATE/COUNTY-  SD/TURNER
 OQ0417  COUNTRY     -  US
 OQ0417  USGS QUAD   -  HURLEY (2017)
 OQ0417
 OQ0417                         *CURRENT SURVEY CONTROL
 OQ0417  ______________________________________________________________________
 OQ0417* NAD 83(1986) POSITION- 43 17 00.     (N) 097 04 57.     (W)   SCALED
 OQ0417* NAVD 88 ORTHO HEIGHT -   385.858 (meters)     1265.94  (feet) ADJUSTED
 OQ0417  ______________________________________________________________________
 OQ0417  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 OQ0417  DYNAMIC HEIGHT  -        385.752 (meters)     1265.59  (feet) COMP
 OQ0417  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 OQ0417
 OQ0417  VERT ORDER      -  SECOND    CLASS 0
 OQ0417
 OQ0417.The horizontal coordinates were scaled from a map and have
 OQ0417.an estimated accuracy of +/- 6 seconds.
 OQ0417
 OQ0417.The orthometric height was determined by differential leveling and
 OQ0417.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0417.in June 1991.
 OQ0417
 OQ0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0417.GEOID18 height accuracy estimate available here.
 OQ0417
 OQ0417.Click photographs - Photos may exist for this station.
 OQ0417
 OQ0417.The dynamic height is computed by dividing the NAVD 88
 OQ0417.geopotential number by the normal gravity value computed on the
 OQ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0417.degrees latitude (g = 980.6199 gals.).
 OQ0417
 OQ0417.The modeled gravity was interpolated from observed gravity values.
 OQ0417
 OQ0417;                    North         East    Units  Estimated Accuracy
 OQ0417;SPC SD S     -   110,700.      863,770.      MT  (+/- 180 meters Scaled)
 OQ0417
 OQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN555940(NAD 83)
 OQ0417
 OQ0417                          SUPERSEDED SURVEY CONTROL
 OQ0417
 OQ0417  NGVD 29 (??/??/92)  385.626  (m)         1265.17   (f) ADJ UNCH    2 0
 OQ0417
 OQ0417.Superseded values are not recommended for survey control.
 OQ0417
 OQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0417.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0417
 OQ0417_MARKER: DB = BENCH MARK DISK
 OQ0417_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0417_STAMPING: B 148 1934
 OQ0417_MARK LOGO: CGS
 OQ0417_PROJECTION: FLUSH
 OQ0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0417
 OQ0417  HISTORY     - Date     Condition        Report By
 OQ0417  HISTORY     - 1934     MONUMENTED       CGS
 OQ0417  HISTORY     - 1940     GOOD             CGS
 OQ0417  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0417
 OQ0417                          STATION DESCRIPTION
 OQ0417
 OQ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0417'AT HURLEY.
 OQ0417'AT HURLEY, AT RAILROAD STATION, 106.6 FEET NORTHEAST OF THE
 OQ0417'NORTHEAST CORNER OF STATION, 47.2 FEET NORTHEAST OF THE NORTHEAST
 OQ0417'RAIL OF MAIN TRACK, 0.5 FOOT SOUTH OF WHITE MARKER POST, FLUSH
 OQ0417'WITH GROUND SURFACE.  A STANDARD DISK IN PRE CAST POST.
 OQ0417'NOTE-- STATION AT HURLEY HAS BEEN REMOVED.
 OQ0417
 OQ0417                          STATION RECOVERY (1966)
 OQ0417
 OQ0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0386 ***********************************************************************
 OQ0386  DESIGNATION -  B 149
 OQ0386  PID         -  OQ0386
 OQ0386  STATE/COUNTY-  SD/TURNER
 OQ0386  COUNTRY     -  US
 OQ0386  USGS QUAD   -  PARKER (2017)
 OQ0386
 OQ0386                         *CURRENT SURVEY CONTROL
 OQ0386  ______________________________________________________________________
 OQ0386* NAD 83(1986) POSITION- 43 23 57.     (N) 097 10 54.     (W)   SCALED
 OQ0386* NAVD 88 ORTHO HEIGHT -   422.505 (meters)     1386.17  (feet) ADJUSTED
 OQ0386  ______________________________________________________________________
 OQ0386  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 OQ0386  DYNAMIC HEIGHT  -        422.392 (meters)     1385.80  (feet) COMP
 OQ0386  MODELED GRAVITY -    980,338.7   (mgal)                       NAVD 88
 OQ0386
 OQ0386  VERT ORDER      -  SECOND    CLASS 0
 OQ0386
 OQ0386.The horizontal coordinates were scaled from a map and have
 OQ0386.an estimated accuracy of +/- 6 seconds.
 OQ0386
 OQ0386.The orthometric height was determined by differential leveling and
 OQ0386.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0386.in June 1991.
 OQ0386
 OQ0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0386.GEOID18 height accuracy estimate available here.
 OQ0386
 OQ0386.Click photographs - Photos may exist for this station.
 OQ0386
 OQ0386.The dynamic height is computed by dividing the NAVD 88
 OQ0386.geopotential number by the normal gravity value computed on the
 OQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0386.degrees latitude (g = 980.6199 gals.).
 OQ0386
 OQ0386.The modeled gravity was interpolated from observed gravity values.
 OQ0386
 OQ0386;                    North         East    Units  Estimated Accuracy
 OQ0386;SPC SD S     -   123,250.      855,240.      MT  (+/- 180 meters Scaled)
 OQ0386
 OQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP472067(NAD 83)
 OQ0386
 OQ0386                          SUPERSEDED SURVEY CONTROL
 OQ0386
 OQ0386  NGVD 29 (??/??/92)  422.244  (m)         1385.31   (f) ADJ UNCH    2 0
 OQ0386
 OQ0386.Superseded values are not recommended for survey control.
 OQ0386
 OQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0386.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0386
 OQ0386_MARKER: DB = BENCH MARK DISK
 OQ0386_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0386_STAMPING: B 149 1934
 OQ0386_MARK LOGO: CGS
 OQ0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0386
 OQ0386  HISTORY     - Date     Condition        Report By
 OQ0386  HISTORY     - 1934     MONUMENTED       CGS
 OQ0386
 OQ0386                          STATION DESCRIPTION
 OQ0386
 OQ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0386'2.2 MI NW FROM PARKER.
 OQ0386'LOCATED 2.2 MILES NORTHWEST OF MILWAUKEE STATION AT PARKER,
 OQ0386'70 FT. S.E. OF INTERSECTION OF CENTERLINES OF A SECTION LINE RD.
 OQ0386'AND TRACK, 56 FT. W. OF CORNER OF A FENCE, 56 FT. SOUTH OF
 OQ0386'SOUTH RAIL OF TRACK, 1.3 FT. NORTH OF R/W FENCE.  STANDARD
 OQ0386'TABLET SET IN TOP OF CONCRETE POST 5 IN HIGH.  STAMPED B-149--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0014 ***********************************************************************
 PT0014  DESIGNATION -  B 15
 PT0014  PID         -  PT0014
 PT0014  STATE/COUNTY-  SD/SULLY
 PT0014  COUNTRY     -  US
 PT0014  USGS QUAD   -  AGAR (2017)
 PT0014
 PT0014                         *CURRENT SURVEY CONTROL
 PT0014  ______________________________________________________________________
 PT0014* NAD 83(1986) POSITION- 44 49 30.     (N) 100 04 34.     (W)   SCALED
 PT0014* NAVD 88 ORTHO HEIGHT -   559.605 (meters)     1835.97  (feet) ADJUSTED
 PT0014  ______________________________________________________________________
 PT0014  GEOID HEIGHT    -        -22.830 (meters)                     GEOID18
 PT0014  DYNAMIC HEIGHT  -        559.509 (meters)     1835.66  (feet) COMP
 PT0014  MODELED GRAVITY -    980,427.8   (mgal)                       NAVD 88
 PT0014
 PT0014  VERT ORDER      -  FIRST     CLASS II
 PT0014
 PT0014.The horizontal coordinates were scaled from a map and have
 PT0014.an estimated accuracy of +/- 6 seconds.
 PT0014
 PT0014.The orthometric height was determined by differential leveling and
 PT0014.adjusted by the NATIONAL GEODETIC SURVEY
 PT0014.in June 1991.
 PT0014
 PT0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0014.GEOID18 height accuracy estimate available here.
 PT0014
 PT0014.Click photographs - Photos may exist for this station.
 PT0014
 PT0014.The dynamic height is computed by dividing the NAVD 88
 PT0014.geopotential number by the normal gravity value computed on the
 PT0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0014.degrees latitude (g = 980.6199 gals.).
 PT0014
 PT0014.The modeled gravity was interpolated from observed gravity values.
 PT0014
 PT0014;                    North         East    Units  Estimated Accuracy
 PT0014;SPC SD N     -   110,200.      593,980.      MT  (+/- 180 meters Scaled)
 PT0014
 PT0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ149640(NAD 83)
 PT0014
 PT0014                          SUPERSEDED SURVEY CONTROL
 PT0014
 PT0014  NGVD 29 (??/??/92)  559.240  (m)         1834.77   (f) ADJ UNCH    1 2
 PT0014
 PT0014.Superseded values are not recommended for survey control.
 PT0014
 PT0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0014.See file dsdata.pdf to determine how the superseded data were derived.
 PT0014
 PT0014_MARKER: DB = BENCH MARK DISK
 PT0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0014_STAMPING: 1834.681 B 15 1926
 PT0014_MARK LOGO: CGS
 PT0014_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0014+STABILITY: SURFACE MOTION
 PT0014
 PT0014  HISTORY     - Date     Condition        Report By
 PT0014  HISTORY     - 1926     MONUMENTED       CGS
 PT0014  HISTORY     - 1964     GOOD             USGS
 PT0014
 PT0014                          STATION DESCRIPTION
 PT0014
 PT0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0014'0.8 MI S FROM AGAR.
 PT0014'3/4 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0014'FROM AGAR, SULLY COUNTY, ABOUT 286 YARDS NORTH OF A ROAD CROSSING,
 PT0014'41.5 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 8 FEET
 PT0014'EAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PT0014'1834.681 B 15 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0014'ABOUT 3 INCHES ABOVE GROUND.  IN THE SW 1/4 SEC. 26, T. 116 W.,
 PT0014'R 77 W.
 PT0014
 PT0014                          STATION RECOVERY (1964)
 PT0014
 PT0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0396 ***********************************************************************
 OQ0396  DESIGNATION -  B 151
 OQ0396  PID         -  OQ0396
 OQ0396  STATE/COUNTY-  SD/YANKTON
 OQ0396  COUNTRY     -  US
 OQ0396  USGS QUAD   -  IRENE (2017)
 OQ0396
 OQ0396                         *CURRENT SURVEY CONTROL
 OQ0396  ______________________________________________________________________
 OQ0396* NAD 83(1986) POSITION- 43 04 58.     (N) 097 09 42.     (W)   SCALED
 OQ0396* NAVD 88 ORTHO HEIGHT -   415.499 (meters)     1363.18  (feet) ADJUSTED
 OQ0396  ______________________________________________________________________
 OQ0396  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 OQ0396  DYNAMIC HEIGHT  -        415.376 (meters)     1362.78  (feet) COMP
 OQ0396  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 OQ0396
 OQ0396  VERT ORDER      -  SECOND    CLASS 0
 OQ0396
 OQ0396.The horizontal coordinates were scaled from a map and have
 OQ0396.an estimated accuracy of +/- 6 seconds.
 OQ0396
 OQ0396.The orthometric height was determined by differential leveling and
 OQ0396.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0396.in June 1991.
 OQ0396
 OQ0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0396.GEOID18 height accuracy estimate available here.
 OQ0396
 OQ0396.Click photographs - Photos may exist for this station.
 OQ0396
 OQ0396.The dynamic height is computed by dividing the NAVD 88
 OQ0396.geopotential number by the normal gravity value computed on the
 OQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0396.degrees latitude (g = 980.6199 gals.).
 OQ0396
 OQ0396.The modeled gravity was interpolated from observed gravity values.
 OQ0396
 OQ0396;                    North         East    Units  Estimated Accuracy
 OQ0396;SPC SD S     -    88,190.      858,200.      MT  (+/- 180 meters Scaled)
 OQ0396
 OQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN496716(NAD 83)
 OQ0396
 OQ0396                          SUPERSEDED SURVEY CONTROL
 OQ0396
 OQ0396  NGVD 29 (??/??/92)  415.269  (m)         1362.43   (f) ADJ UNCH    2 0
 OQ0396
 OQ0396.Superseded values are not recommended for survey control.
 OQ0396
 OQ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0396.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0396
 OQ0396_MARKER: DB = BENCH MARK DISK
 OQ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0396_STAMPING: B 151 1934
 OQ0396_MARK LOGO: CGS
 OQ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0396+STABILITY: SURFACE MOTION
 OQ0396
 OQ0396  HISTORY     - Date     Condition        Report By
 OQ0396  HISTORY     - 1934     MONUMENTED       CGS
 OQ0396  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0396
 OQ0396                          STATION DESCRIPTION
 OQ0396
 OQ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0396'AT IRENE.
 OQ0396'LOCATED AT IRENE, 105 FEET NORTH OF GREAT NORTHERN RWY. STATION,
 OQ0396'43 FEET WEST OF WEST RAIL, 32 FEET SOUTH OF CENTERLINE OF STATE
 OQ0396'ROAD 46, 6.7 FEET NORTHEAST OF A TELEPHONE POLE, 0.3 OF MILE
 OQ0396'NORTH OF M.P. 187.  STANDARD TABLET SET IN TOP OF CONCRETE
 OQ0396'POST 6 INCHES HIGH.  STAMPED B-151--1934.  NOTE-- NEW ROAD
 OQ0396'HAS BEEN PUT IN AT THE LOCATION OF BM.  THE GROUND HAS ALSO
 OQ0396'BEEN DUG UP AND LOWERED ABOUT 3 FEET.
 OQ0396
 OQ0396                          STATION RECOVERY (1966)
 OQ0396
 OQ0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0221 ***********************************************************************
 QR0221  DESIGNATION -  B 16
 QR0221  PID         -  QR0221
 QR0221  STATE/COUNTY-  SD/FAULK
 QR0221  COUNTRY     -  US
 QR0221  USGS QUAD   -  ONAKA SW (2017)
 QR0221
 QR0221                         *CURRENT SURVEY CONTROL
 QR0221  ______________________________________________________________________
 QR0221* NAD 83(1986) POSITION- 45 03 31.     (N) 099 26 01.     (W)   SCALED
 QR0221* NAVD 88 ORTHO HEIGHT -   559.179 (meters)     1834.57  (feet) ADJUSTED
 QR0221  ______________________________________________________________________
 QR0221  GEOID HEIGHT    -        -23.037 (meters)                     GEOID18
 QR0221  DYNAMIC HEIGHT  -        559.102 (meters)     1834.32  (feet) COMP
 QR0221  MODELED GRAVITY -    980,460.3   (mgal)                       NAVD 88
 QR0221
 QR0221  VERT ORDER      -  FIRST     CLASS II
 QR0221
 QR0221.The horizontal coordinates were scaled from a map and have
 QR0221.an estimated accuracy of +/- 6 seconds.
 QR0221
 QR0221.The orthometric height was determined by differential leveling and
 QR0221.adjusted by the NATIONAL GEODETIC SURVEY
 QR0221.in June 1991.
 QR0221
 QR0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0221.GEOID18 height accuracy estimate available here.
 QR0221
 QR0221.Click photographs - Photos may exist for this station.
 QR0221
 QR0221.The dynamic height is computed by dividing the NAVD 88
 QR0221.geopotential number by the normal gravity value computed on the
 QR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0221.degrees latitude (g = 980.6199 gals.).
 QR0221
 QR0221.The modeled gravity was interpolated from observed gravity values.
 QR0221
 QR0221;                    North         East    Units  Estimated Accuracy
 QR0221;SPC SD N     -   136,310.      644,610.      MT  (+/- 180 meters Scaled)
 QR0221
 QR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ658895(NAD 83)
 QR0221
 QR0221                          SUPERSEDED SURVEY CONTROL
 QR0221
 QR0221  NGVD 29 (??/??/92)  558.816  (m)         1833.38   (f) ADJ UNCH    1 2
 QR0221
 QR0221.Superseded values are not recommended for survey control.
 QR0221
 QR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0221.See file dsdata.pdf to determine how the superseded data were derived.
 QR0221
 QR0221_MARKER: DB = BENCH MARK DISK
 QR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0221_STAMPING: B 16 1926 1833.382
 QR0221_MARK LOGO: CGS
 QR0221_PROJECTION: FLUSH
 QR0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0221+STABILITY: SURFACE MOTION
 QR0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0221+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 QR0221
 QR0221  HISTORY     - Date     Condition        Report By
 QR0221  HISTORY     - 1926     MONUMENTED       CGS
 QR0221  HISTORY     - 1973     GOOD             NGS
 QR0221  HISTORY     - 19960601 GOOD             NGS
 QR0221
 QR0221                          STATION DESCRIPTION
 QR0221
 QR0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0221'4 MI E FROM SENECA.
 QR0221'ABOUT 4 MILES EAST ALONG THE ABANDONED CHICAGO AND NORTHWESTERN
 QR0221'RAILWAY FROM SENECA, ABOUT 180 YARDS WEST OF A RAILROAD BRIDGE
 QR0221'(DISMANTLED), ABOUT 100 YARDS EAST OF MILE POST 48, AT A PRIVATE
 QR0221'ROAD CROSSING AND FIELD ENTRANCE, 173 FEET NORTH OF THE CENTER OF
 QR0221'U.S. HIGHWAY 212, 44 FEET NORTH OF THE CENTER OF THE ABANDONED
 QR0221'RAILWAY, 25 FEET WEST OF THE CENTER OF THE PRIVATE TRACK ROAD,
 QR0221'13 FEET SOUTHWEST OF THE WEST GATE POST, 6 FEET SOUTH OF THE
 QR0221'NORTH RIGHT-OF-WAY FENCE AND METAL WITNESS POST, AND SET IN
 QR0221'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 QR0221
 QR0221                          STATION RECOVERY (1996)
 QR0221
 QR0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0221'24.7 KM (15.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QR0221'OFFICE IN FAULKTON, 253.0 M (830.1 FT) WEST OF MILEPOST 252, 163.0 M
 QR0221'(534.8 FT) WEST OF A T-FENCE CORNER, 52.4 M (171.9 FT) NORTH OF THE
 QR0221'HIGHWAY CENTERLINE, 13.2 M (43.3 FT) NORTH OF THE CENTER OF A RAILROAD
 QR0221'BED (TRACK REMOVED), 11.6 M (38.1 FT) WEST OF THE CENTER OF A TRACK
 QR0221'ROAD, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 QR0221'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QR0221'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0211 ***********************************************************************
 QR0211  DESIGNATION -  B 17
 QR0211  PID         -  QR0211
 QR0211  STATE/COUNTY-  SD/EDMUNDS
 QR0211  COUNTRY     -  US
 QR0211  USGS QUAD   -  LOYALTON (2017)
 QR0211
 QR0211                         *CURRENT SURVEY CONTROL
 QR0211  ______________________________________________________________________
 QR0211* NAD 83(1986) POSITION- 45 20 50.     (N) 099 19 00.     (W)   SCALED
 QR0211* NAVD 88 ORTHO HEIGHT -   527.973 (meters)     1732.19  (feet) ADJUSTED
 QR0211  ______________________________________________________________________
 QR0211  GEOID HEIGHT    -        -23.198 (meters)                     GEOID18
 QR0211  DYNAMIC HEIGHT  -        527.916 (meters)     1732.00  (feet) COMP
 QR0211  MODELED GRAVITY -    980,493.5   (mgal)                       NAVD 88
 QR0211
 QR0211  VERT ORDER      -  FIRST     CLASS II
 QR0211
 QR0211.The horizontal coordinates were scaled from a map and have
 QR0211.an estimated accuracy of +/- 6 seconds.
 QR0211
 QR0211.The orthometric height was determined by differential leveling and
 QR0211.adjusted by the NATIONAL GEODETIC SURVEY
 QR0211.in June 1991.
 QR0211
 QR0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0211.GEOID18 height accuracy estimate available here.
 QR0211
 QR0211.Click photographs - Photos may exist for this station.
 QR0211
 QR0211.The dynamic height is computed by dividing the NAVD 88
 QR0211.geopotential number by the normal gravity value computed on the
 QR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0211.degrees latitude (g = 980.6199 gals.).
 QR0211
 QR0211.The modeled gravity was interpolated from observed gravity values.
 QR0211
 QR0211;                    North         East    Units  Estimated Accuracy
 QR0211;SPC SD N     -   168,460.      653,550.      MT  (+/- 180 meters Scaled)
 QR0211
 QR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR751215(NAD 83)
 QR0211
 QR0211                          SUPERSEDED SURVEY CONTROL
 QR0211
 QR0211  NGVD 29 (??/??/92)  527.606  (m)         1730.99   (f) ADJ UNCH    1 2
 QR0211
 QR0211.Superseded values are not recommended for survey control.
 QR0211
 QR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0211.See file dsdata.pdf to determine how the superseded data were derived.
 QR0211
 QR0211_MARKER: DB = BENCH MARK DISK
 QR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0211_STAMPING: B 17 1927
 QR0211_MARK LOGO: CGS
 QR0211_PROJECTION: FLUSH
 QR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0211+STABILITY: SURFACE MOTION
 QR0211
 QR0211  HISTORY     - Date     Condition        Report By
 QR0211  HISTORY     - 1927     MONUMENTED       CGS
 QR0211  HISTORY     - 1974     GOOD             USGS
 QR0211
 QR0211                          STATION DESCRIPTION
 QR0211
 QR0211'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QR0211'6 MI NW FROM LOYALTON.
 QR0211'LOYALTON, 4.0 MI. N. AND 2.0 MI W. OF, 7.0 MI. S. AND 1.0 MI. E.
 QR0211'OF ROSCOE, NEAR THE COR OF SEC. 29, 30, 31 AND 32, T122N, R70W,
 QR0211'47 FT. N. AND 41 FT. E. OF A CO. RD. (E-W) AND THE CHICAGO,
 QR0211'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD CROSSING, AND 12 FT.
 QR0211'NW OF A FENCE COR. POST, A STANDARD TABLET SET IN A CONCRETE
 QR0211'POST, FLUSH WITH GROUND, STAMPED B 17 1927.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0818 ***********************************************************************
 OT0818  DESIGNATION -  B 176 RESET
 OT0818  PID         -  OT0818
 OT0818  STATE/COUNTY-  SD/FALL RIVER
 OT0818  COUNTRY     -  US
 OT0818  USGS QUAD   -  EDGEMONT SW (2017)
 OT0818
 OT0818                         *CURRENT SURVEY CONTROL
 OT0818  ______________________________________________________________________
 OT0818* NAD 83(1986) POSITION- 43 17 21.     (N) 103 53 14.     (W)   SCALED
 OT0818* NAVD 88 ORTHO HEIGHT -  1131.80  (meters)     3713.2   (feet) RESET
 OT0818  ______________________________________________________________________
 OT0818  GEOID HEIGHT    -        -15.030 (meters)                     GEOID18
 OT0818  VERT ORDER      -  THIRD
 OT0818
 OT0818.The horizontal coordinates were scaled from a map and have
 OT0818.an estimated accuracy of +/- 6 seconds.
 OT0818
 OT0818.The orthometric height was computed from unverified reset data.
 OT0818
 OT0818.No vertical observational check was made to the station.
 OT0818
 OT0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0818.GEOID18 height accuracy estimate available here.
 OT0818
 OT0818.Click photographs - Photos may exist for this station.
 OT0818
 OT0818;                    North         East    Units  Estimated Accuracy
 OT0818;SPC SD S     -   112,350.      311,690.      MT  (+/- 180 meters Scaled)
 OT0818
 OT0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH902935(NAD 83)
 OT0818
 OT0818                          SUPERSEDED SURVEY CONTROL
 OT0818
 OT0818  NGVD 29 (04/17/07) 1131.25   (m)         3711.4    (f) RESET       3  
 OT0818
 OT0818.Superseded values are not recommended for survey control.
 OT0818
 OT0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0818.See file dsdata.pdf to determine how the superseded data were derived.
 OT0818
 OT0818_MARKER: DV = VERTICAL CONTROL DISK
 OT0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0818_STAMPING: B 176 RESET 1986
 OT0818_MARK LOGO: NGS
 OT0818_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0818+STABILITY: SURFACE MOTION
 OT0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0818+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0818
 OT0818  HISTORY     - Date     Condition        Report By
 OT0818  HISTORY     - 1986     MONUMENTED       NGS
 OT0818
 OT0818                          STATION DESCRIPTION
 OT0818
 OT0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OT0818'5.36 KM (3.35 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0818'STATE HIGHWAY 471 IN EDGEMONT, 22.3 M (73.2 FT) SOUTH FROM THE
 OT0818'CENTER OF 18, 1.0 M (3.3 FT) NORTH FROM THE RIGHT OF WAY FENCE AT
 OT0818'THE OUTSET, 0.3 M (1.0 FT) WEST OF THE OUTSET FENCE, 0.9 M (3.0 FT)
 OT0818'NORTH OF A WITNESS POST, IN THE TOP OF AN 8-INCH CONCRETE POST THAT
 OT0818'PROJECTS 0.15 M (0.5 FT).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1606 ***********************************************************************
 PU1606  DESIGNATION -  B 177
 PU1606  PID         -  PU1606
 PU1606  STATE/COUNTY-  SD/LAWRENCE
 PU1606  COUNTRY     -  US
 PU1606  USGS QUAD   -  MAURICE (2017)
 PU1606
 PU1606                         *CURRENT SURVEY CONTROL
 PU1606  ______________________________________________________________________
 PU1606* NAD 83(1986) POSITION- 44 23 52.     (N) 103 54 09.     (W)   SCALED
 PU1606* NAVD 88 ORTHO HEIGHT -  1373.584 (meters)     4506.50  (feet) ADJUSTED
 PU1606  ______________________________________________________________________
 PU1606  GEOID HEIGHT    -        -13.757 (meters)                     GEOID18
 PU1606  DYNAMIC HEIGHT  -       1372.998 (meters)     4504.58  (feet) COMP
 PU1606  MODELED GRAVITY -    980,143.1   (mgal)                       NAVD 88
 PU1606
 PU1606  VERT ORDER      -  SECOND    CLASS 0
 PU1606
 PU1606.The horizontal coordinates were scaled from a map and have
 PU1606.an estimated accuracy of +/- 6 seconds.
 PU1606
 PU1606.The orthometric height was determined by differential leveling and
 PU1606.adjusted by the NATIONAL GEODETIC SURVEY
 PU1606.in June 1991.
 PU1606
 PU1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1606.GEOID18 height accuracy estimate available here.
 PU1606
 PU1606.Click photographs - Photos may exist for this station.
 PU1606
 PU1606.The dynamic height is computed by dividing the NAVD 88
 PU1606.geopotential number by the normal gravity value computed on the
 PU1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1606.degrees latitude (g = 980.6199 gals.).
 PU1606
 PU1606.The modeled gravity was interpolated from observed gravity values.
 PU1606
 PU1606;                    North         East    Units  Estimated Accuracy
 PU1606;SPC SD N     -    70,220.      289,210.      MT  (+/- 180 meters Scaled)
 PU1606
 PU1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK874166(NAD 83)
 PU1606
 PU1606                          SUPERSEDED SURVEY CONTROL
 PU1606
 PU1606  NGVD 29 (??/??/92) 1372.926  (m)         4504.34   (f) ADJ UNCH    2 0
 PU1606
 PU1606.Superseded values are not recommended for survey control.
 PU1606
 PU1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1606.See file dsdata.pdf to determine how the superseded data were derived.
 PU1606
 PU1606_MARKER: DB = BENCH MARK DISK
 PU1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1606_STAMPING: B 177 1934
 PU1606_MARK LOGO: CGS
 PU1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1606+STABILITY: SURFACE MOTION
 PU1606
 PU1606  HISTORY     - Date     Condition        Report By
 PU1606  HISTORY     - 1934     MONUMENTED       CGS
 PU1606
 PU1606                          STATION DESCRIPTION
 PU1606
 PU1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1606'4.3 MI N FROM SAVOY.
 PU1606'4.3 MILES NORTH ALONG A COUNTY ROAD FROM SAVOY, LAWRENCE COUNTY,
 PU1606'AT THE FOOT OF THE WEST WALL OF SPEARFISH CANYON, DIRECTLY
 PU1606'OPPOSITE A CAVE WHICH IS HIGH UP ON THE EAST WALL OF THE CANYON,
 PU1606'AND 18.7 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 PU1606'DISK, STAMPED B 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0548 ***********************************************************************
 OT0548  DESIGNATION -  B 178
 OT0548  PID         -  OT0548
 OT0548  STATE/COUNTY-  SD/PENNINGTON
 OT0548  COUNTRY     -  US
 OT0548  USGS QUAD   -  HILL CITY (2017)
 OT0548
 OT0548                         *CURRENT SURVEY CONTROL
 OT0548  ______________________________________________________________________
 OT0548* NAD 83(1986) POSITION- 43 56 09.50   (N) 103 34 18.24   (W)   HD_HELD1
 OT0548* NAVD 88 ORTHO HEIGHT -  1518.973 (meters)     4983.50  (feet) ADJUSTED
 OT0548  ______________________________________________________________________
 OT0548  GEOID HEIGHT    -        -13.721 (meters)                     GEOID18
 OT0548  DYNAMIC HEIGHT  -       1518.306 (meters)     4981.31  (feet) COMP
 OT0548  MODELED GRAVITY -    980,124.9   (mgal)                       NAVD 88
 OT0548
 OT0548  VERT ORDER      -  SECOND    CLASS 0
 OT0548
 OT0548.The horizontal coordinates were determined by differentially corrected
 OT0548.hand held GPS observations or other comparable positioning techniques
 OT0548.and have an estimated accuracy of +/- 3 meters.
 OT0548
 OT0548.The orthometric height was determined by differential leveling and
 OT0548.adjusted by the NATIONAL GEODETIC SURVEY
 OT0548.in June 1991.
 OT0548
 OT0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0548.GEOID18 height accuracy estimate available here.
 OT0548
 OT0548.Click photographs - Photos may exist for this station.
 OT0548
 OT0548.The dynamic height is computed by dividing the NAVD 88
 OT0548.geopotential number by the normal gravity value computed on the
 OT0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0548.degrees latitude (g = 980.6199 gals.).
 OT0548
 OT0548.The modeled gravity was interpolated from observed gravity values.
 OT0548
 OT0548;                    North         East    Units  Estimated Accuracy
 OT0548;SPC SD S     -   183,109.4     340,067.2     MT  (+/- 3 meters HH1 GPS) 
 OT0548
 OT0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1463365752(NAD 83)
 OT0548
 OT0548                          SUPERSEDED SURVEY CONTROL
 OT0548
 OT0548  NGVD 29 (??/??/92) 1518.360  (m)         4981.49   (f) ADJ UNCH    2 0
 OT0548
 OT0548.Superseded values are not recommended for survey control.
 OT0548
 OT0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0548.See file dsdata.pdf to determine how the superseded data were derived.
 OT0548
 OT0548_MARKER: DB = BENCH MARK DISK
 OT0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0548_SP_SET: PILLAR BASE
 OT0548_STAMPING: B 178 1934
 OT0548_MARK LOGO: CGS
 OT0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0548+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 OT0548
 OT0548  HISTORY     - Date     Condition        Report By
 OT0548  HISTORY     - 1934     MONUMENTED       CGS
 OT0548  HISTORY     - 20071023 GOOD             GEOCAC
 OT0548  HISTORY     - 20110513 GOOD             GEOCAC
 OT0548  HISTORY     - 20160915 GOOD             USPSQD
 OT0548
 OT0548                          STATION DESCRIPTION
 OT0548
 OT0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0548'AT HILL CITY.
 OT0548'AT HILL CITY, PENNINGTON COUNTY, ABOUT 0.3 MILE NORTH OF THE
 OT0548'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, ABOUT 0.3 MILE
 OT0548'SOUTHEAST OF MILEPOST 61, AT THE OVERHEAD CROSSING OF U.S.
 OT0548'HIGHWAY 85 E, 12.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OT0548'12.5 FEET EAST OF THE EAST RAIL, AND IN THE TOP OF THE SOUTHWEST
 OT0548'CORNER OF THE LOWEST CONCRETE PILLAR BASE.  A STANDARD DISK,
 OT0548'STAMPED B 178 1934.
 OT0548
 OT0548                          STATION RECOVERY (2007)
 OT0548
 OT0548'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0548'AT HILL CITY, ON THE MICKLESON TRAIL, AT THE OVERHEAD CROSSING FOR THE
 OT0548'FORMER ROUTE OF US HWY 16, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 OT0548'LOWEST PIER BASE.
 OT0548
 OT0548                          STATION RECOVERY (2011)
 OT0548
 OT0548'RECOVERY NOTE BY GEOCACHING 2011
 OT0548'RECOVERED IN GOOD CONDITION.
 OT0548
 OT0548                          STATION RECOVERY (2016)
 OT0548
 OT0548'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0548'DISK IS COVERED WITH THICK HARD RESIDUE, RESULT OF DRIPPING FROM THE
 OT0548'BRIDGE ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0346 ***********************************************************************
 QR0346  DESIGNATION -  B 18
 QR0346  PID         -  QR0346
 QR0346  STATE/COUNTY-  SD/MCPHERSON
 QR0346  COUNTRY     -  US
 QR0346  USGS QUAD   -  GREENWAY (2017)
 QR0346
 QR0346                         *CURRENT SURVEY CONTROL
 QR0346  ______________________________________________________________________
 QR0346* NAD 83(1986) POSITION- 45 54 37.     (N) 099 42 39.     (W)   SCALED
 QR0346* NAVD 88 ORTHO HEIGHT -   587.745 (meters)     1928.29  (feet) ADJUSTED
 QR0346  ______________________________________________________________________
 QR0346  GEOID HEIGHT    -        -22.536 (meters)                     GEOID18
 QR0346  DYNAMIC HEIGHT  -        587.710 (meters)     1928.18  (feet) COMP
 QR0346  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 QR0346
 QR0346  VERT ORDER      -  FIRST     CLASS II
 QR0346
 QR0346.The horizontal coordinates were scaled from a map and have
 QR0346.an estimated accuracy of +/- 6 seconds.
 QR0346
 QR0346.The orthometric height was determined by differential leveling and
 QR0346.adjusted by the NATIONAL GEODETIC SURVEY
 QR0346.in June 1991.
 QR0346
 QR0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0346.GEOID18 height accuracy estimate available here.
 QR0346
 QR0346.Click photographs - Photos may exist for this station.
 QR0346
 QR0346.The dynamic height is computed by dividing the NAVD 88
 QR0346.geopotential number by the normal gravity value computed on the
 QR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0346.degrees latitude (g = 980.6199 gals.).
 QR0346
 QR0346.The modeled gravity was interpolated from observed gravity values.
 QR0346
 QR0346;                    North         East    Units  Estimated Accuracy
 QR0346;SPC SD N     -   230,850.      622,440.      MT  (+/- 180 meters Scaled)
 QR0346
 QR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR448843(NAD 83)
 QR0346
 QR0346                          SUPERSEDED SURVEY CONTROL
 QR0346
 QR0346  NGVD 29 (??/??/92)  587.341  (m)         1926.97   (f) ADJ UNCH    1 2
 QR0346
 QR0346.Superseded values are not recommended for survey control.
 QR0346
 QR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0346.See file dsdata.pdf to determine how the superseded data were derived.
 QR0346
 QR0346_MARKER: DB = BENCH MARK DISK
 QR0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0346_STAMPING: 1927.063 B 18 1927
 QR0346_MARK LOGO: CGS
 QR0346_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0346+STABILITY: SURFACE MOTION
 QR0346
 QR0346  HISTORY     - Date     Condition        Report By
 QR0346  HISTORY     - 1927     MONUMENTED       CGS
 QR0346
 QR0346                          STATION DESCRIPTION
 QR0346
 QR0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0346'AT GREENWAY.
 QR0346'AT GREENWAY, MC PHERSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 QR0346'PAUL AND PACIFIC RAILROAD, 300 FEET NORTH OF THE STATION, ACROSS
 QR0346'THE TRACK FROM THE GRAIN ELEVATOR, 98 FEET NORTHWEST OF THE
 QR0346'NORTHWEST CORNER OF THE ELEVATOR, 79.8 FEET NORTH OF THE NORTH
 QR0346'SIDE OF THE GASBULK TANK, 50.2 FEET EAST OF THE CENTER LINE
 QR0346'OF A ROAD PARALLELING THE TRACK, 31.7 FEET WEST OF THE WEST
 QR0346'RAIL OF THE MAIN TRACK, 0.8 FOOT SOUTH OF A WHITE WOODEN WITNESS
 QR0346'POST, AND 3 INCHES HIGHER THAN THE GROUND.  A STANDARD DISK,
 QR0346'STAMPED 1927.063 B 18 1927 AND SET IN THE TOP OF A CONCRETE
 QR0346'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1532 ***********************************************************************
 PU1532  DESIGNATION -  B 183
 PU1532  PID         -  PU1532
 PU1532  STATE/COUNTY-  SD/PENNINGTON
 PU1532  COUNTRY     -  US
 PU1532  USGS QUAD   -  PACTOLA DAM (2017)
 PU1532
 PU1532                         *CURRENT SURVEY CONTROL
 PU1532  ______________________________________________________________________
 PU1532* NAD 83(1986) POSITION- 44 03 26.44   (N) 103 25 09.08   (W)   HD_HELD1
 PU1532* NAVD 88 ORTHO HEIGHT -  1257.854 (meters)     4126.81  (feet) ADJUSTED
 PU1532  ______________________________________________________________________
 PU1532  GEOID HEIGHT    -        -14.612 (meters)                     GEOID18
 PU1532  DYNAMIC HEIGHT  -       1257.375 (meters)     4125.24  (feet) COMP
 PU1532  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 PU1532
 PU1532  VERT ORDER      -  SECOND    CLASS 0
 PU1532
 PU1532.The horizontal coordinates were determined by differentially corrected
 PU1532.hand held GPS observations or other comparable positioning techniques
 PU1532.and have an estimated accuracy of +/- 3 meters.
 PU1532
 PU1532.The orthometric height was determined by differential leveling and
 PU1532.adjusted by the NATIONAL GEODETIC SURVEY
 PU1532.in June 1991.
 PU1532
 PU1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1532.GEOID18 height accuracy estimate available here.
 PU1532
 PU1532.Click photographs - Photos may exist for this station.
 PU1532
 PU1532.The dynamic height is computed by dividing the NAVD 88
 PU1532.geopotential number by the normal gravity value computed on the
 PU1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1532.degrees latitude (g = 980.6199 gals.).
 PU1532
 PU1532.The modeled gravity was interpolated from observed gravity values.
 PU1532
 PU1532;                    North         East    Units  Estimated Accuracy
 PU1532;SPC SD S     -   196,118.9     352,806.4     MT  (+/- 3 meters HH1 GPS) 
 PU1532
 PU1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2661879456(NAD 83)
 PU1532
 PU1532                          SUPERSEDED SURVEY CONTROL
 PU1532
 PU1532  NGVD 29 (??/??/92) 1257.322  (m)         4125.06   (f) ADJ UNCH    2 0
 PU1532
 PU1532.Superseded values are not recommended for survey control.
 PU1532
 PU1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1532.See file dsdata.pdf to determine how the superseded data were derived.
 PU1532
 PU1532_MARKER: DB = BENCH MARK DISK
 PU1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1532_STAMPING: B 183 1934
 PU1532_MARK LOGO: CGS
 PU1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1532+STABILITY: SURFACE MOTION
 PU1532
 PU1532  HISTORY     - Date     Condition        Report By
 PU1532  HISTORY     - 1934     MONUMENTED       CGS
 PU1532
 PU1532                          STATION DESCRIPTION
 PU1532
 PU1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1532'1.4 MI W FROM HISEGA.
 PU1532'1.35 MILES WEST BY RAIL ALONG THE RAPID CITY BLACK HILLS AND
 PU1532'WESTERN RAILROAD, 14.6 MILES WEST OF RAPID CITY BY RAIL, 10
 PU1532'RAILS SOUTH OF RAILROAD BRIDGE NO. 14.65, AND 27 FEET NORTHEAST
 PU1532'OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED B 183 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0112 ***********************************************************************
 QQ0112  DESIGNATION -  B 19
 QQ0112  PID         -  QQ0112
 QQ0112  STATE/COUNTY-  SD/GRANT
 QQ0112  COUNTRY     -  US
 QQ0112  USGS QUAD   -  TWIN BROOKS (2017)
 QQ0112
 QQ0112                         *CURRENT SURVEY CONTROL
 QQ0112  ______________________________________________________________________
 QQ0112* NAD 83(1986) POSITION- 45 13 46.     (N) 096 51 53.     (W)   SCALED
 QQ0112* NAVD 88 ORTHO HEIGHT -   455.069 (meters)     1493.01  (feet) ADJUSTED
 QQ0112  ______________________________________________________________________
 QQ0112  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 QQ0112  DYNAMIC HEIGHT  -        455.019 (meters)     1492.84  (feet) COMP
 QQ0112  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 QQ0112
 QQ0112  VERT ORDER      -  FIRST     CLASS II
 QQ0112
 QQ0112.The horizontal coordinates were scaled from a map and have
 QQ0112.an estimated accuracy of +/- 6 seconds.
 QQ0112
 QQ0112.The orthometric height was determined by differential leveling and
 QQ0112.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0112.in June 1991.
 QQ0112
 QQ0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0112.GEOID18 height accuracy estimate available here.
 QQ0112
 QQ0112.Click photographs - Photos may exist for this station.
 QQ0112
 QQ0112.The dynamic height is computed by dividing the NAVD 88
 QQ0112.geopotential number by the normal gravity value computed on the
 QQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0112.degrees latitude (g = 980.6199 gals.).
 QQ0112
 QQ0112.The modeled gravity was interpolated from observed gravity values.
 QQ0112
 QQ0112;                    North         East    Units  Estimated Accuracy
 QQ0112;SPC SD N     -   159,910.      846,140.      MT  (+/- 180 meters Scaled)
 QQ0112
 QQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR676106(NAD 83)
 QQ0112
 QQ0112                          SUPERSEDED SURVEY CONTROL
 QQ0112
 QQ0112  NGVD 29 (??/??/92)  454.795  (m)         1492.11   (f) ADJ UNCH    1 2
 QQ0112
 QQ0112.Superseded values are not recommended for survey control.
 QQ0112
 QQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0112.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0112
 QQ0112_MARKER: DB = BENCH MARK DISK
 QQ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0112_STAMPING: 1492.107 B 19 1931
 QQ0112_MARK LOGO: CGS
 QQ0112_PROJECTION: PROJECTING 10 CENTIMETERS
 QQ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0112+STABILITY: SURFACE MOTION
 QQ0112
 QQ0112  HISTORY     - Date     Condition        Report By
 QQ0112  HISTORY     - 1931     MONUMENTED       CGS
 QQ0112  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0112  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0112
 QQ0112                          STATION DESCRIPTION
 QQ0112
 QQ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0112'2.5 MI SE FROM MARVIN.
 QQ0112'2.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0112'PACIFIC RAILROAD FROM MARVIN, GRANT COUNTY, AT THE CROSSING OF
 QQ0112'A NORTH-AND-SOUTH SECTION-LINE ROAD, 59 FEET WEST OF THE CENTER
 QQ0112'LINE OF THE ROAD, 47 FEET NORTHEAST OF THE CENTER LINE OF THE
 QQ0112'NORTHEAST TRACK, 10 FEET NORTHWEST OF THE FIRST POLE NORTHWEST
 QQ0112'OF THE ROAD CROSSING, AND 3 FEET NORTHEAST OF A ROW OF POLES.
 QQ0112'A STANDARD DISK, STAMPED 1492.107 B 19 1931 AND SET IN THE TOP
 QQ0112'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- RR HAS
 QQ0112'BEEN DISMANTLED AND RELOCATED.
 QQ0112
 QQ0112                          STATION RECOVERY (1973)
 QQ0112
 QQ0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0112'MARK NOT FOUND.
 QQ0112
 QQ0112                          STATION RECOVERY (1997)
 QQ0112
 QQ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0112'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0476 ***********************************************************************
 PR0476  DESIGNATION -  B 2
 PR0476  PID         -  PR0476
 PR0476  STATE/COUNTY-  SD/LAKE
 PR0476  COUNTRY     -  US
 PR0476  USGS QUAD   -  RAMONA (2017)
 PR0476
 PR0476                         *CURRENT SURVEY CONTROL
 PR0476  ______________________________________________________________________
 PR0476* NAD 83(1986) POSITION- 44 06 34.12   (N) 097 12 29.17   (W)   HD_HELD1
 PR0476* NAVD 88 ORTHO HEIGHT -   548.290 (meters)     1798.85  (feet) ADJUSTED
 PR0476  ______________________________________________________________________
 PR0476  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 PR0476  DYNAMIC HEIGHT  -        548.162 (meters)     1798.43  (feet) COMP
 PR0476  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 PR0476
 PR0476  VERT ORDER      -  FIRST     CLASS II
 PR0476
 PR0476.The horizontal coordinates were determined by differentially corrected
 PR0476.hand held GPS observations or other comparable positioning techniques
 PR0476.and have an estimated accuracy of +/- 3 meters.
 PR0476
 PR0476.The orthometric height was determined by differential leveling and
 PR0476.adjusted by the NATIONAL GEODETIC SURVEY
 PR0476.in June 1991.
 PR0476
 PR0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0476.GEOID18 height accuracy estimate available here.
 PR0476
 PR0476.Click photographs - Photos may exist for this station.
 PR0476
 PR0476.The dynamic height is computed by dividing the NAVD 88
 PR0476.geopotential number by the normal gravity value computed on the
 PR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0476.degrees latitude (g = 980.6199 gals.).
 PR0476
 PR0476.The modeled gravity was interpolated from observed gravity values.
 PR0476
 PR0476;                    North         East    Units  Estimated Accuracy
 PR0476;SPC SD S     -   202,025.1     850,128.3     MT  (+/- 3 meters HH1 GPS) 
 PR0476
 PR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4340085593(NAD 83)
 PR0476
 PR0476                          SUPERSEDED SURVEY CONTROL
 PR0476
 PR0476  NGVD 29 (??/??/92)  547.987  (m)         1797.85   (f) ADJ UNCH    1 2
 PR0476
 PR0476.Superseded values are not recommended for survey control.
 PR0476
 PR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0476.See file dsdata.pdf to determine how the superseded data were derived.
 PR0476
 PR0476_MARKER: B = BOLT
 PR0476_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0476_PROJECTION: PROJECTING 15 CENTIMETERS
 PR0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0476+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 PR0476
 PR0476  HISTORY     - Date     Condition        Report By
 PR0476  HISTORY     - 1905     MONUMENTED       CGS
 PR0476  HISTORY     - 1934     GOOD             CGS
 PR0476  HISTORY     - 1968     GOOD             USGS
 PR0476  HISTORY     - 20100423 GOOD             INDIV
 PR0476  HISTORY     - 20110802 GOOD             WOOLPT
 PR0476
 PR0476                          STATION DESCRIPTION
 PR0476
 PR0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0476'0.7 MI S FROM RAMONA.
 PR0476'0.7 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0476'RAILROAD FROM THE STATION AT RAMONA, LAKE COUNTY, AT A ROAD
 PR0476'CROSSING, 53 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 PR0476'32.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 23 FEET NORTHEAST
 PR0476'OF THE CROSSING-WARNING SIGN, AT A FENCE CORNER, 6.5 FEET
 PR0476'NORTH OF THE EAST-AND-WEST FENCE, AND 3 FEET EAST OF THE
 PR0476'NORTH-AND-SOUTH FENCE.  A COPPER BOLT, SURROUNDED BY THE LETTERS
 PR0476'USBM AND SET IN THE TOP OF A STONE POST PROJECTING 6 INCHES
 PR0476'ABOVE GROUND.  NOTE-- THE FENCE HAS BEEN MOVED AND THE MARK
 PR0476'IS AT THE FENCE CORNER.  ALL REFERENCES TO THE FENCE SHOULD
 PR0476'BE DISREGARDED.
 PR0476
 PR0476                          STATION RECOVERY (1968)
 PR0476
 PR0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0476'RECOVERED IN GOOD CONDITION.
 PR0476
 PR0476                          STATION RECOVERY (2010)
 PR0476
 PR0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JHC)
 PR0476'RECOVERED PER LATITUDE AND LONGITUDE. ABANDONED RAILROAD BED IS
 PR0476'SOMEWHAT STILL VISIBLE, BUT MUCH HAS CHANGED SINCE ORIGINAL
 PR0476'DESCRIPTION.
 PR0476
 PR0476                          STATION RECOVERY (2011)
 PR0476
 PR0476'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 PR0476'MARK IS ABOUT 6 FEET SOUTH OF AN E-W FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0422 ***********************************************************************
 PU0422  DESIGNATION -  B 2 W
 PU0422  PID         -  PU0422
 PU0422  STATE/COUNTY-  SD/PENNINGTON
 PU0422  COUNTRY     -  US
 PU0422  USGS QUAD   -  RAINY CREEK (2017)
 PU0422
 PU0422                         *CURRENT SURVEY CONTROL
 PU0422  ______________________________________________________________________
 PU0422* NAD 83(1986) POSITION- 44 09 15.     (N) 102 12 57.     (W)   SCALED
 PU0422* NAVD 88 ORTHO HEIGHT -   886.685 (meters)     2909.07  (feet) ADJUSTED
 PU0422  ______________________________________________________________________
 PU0422  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 PU0422  DYNAMIC HEIGHT  -        886.425 (meters)     2908.21  (feet) COMP
 PU0422  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 PU0422
 PU0422  VERT ORDER      -  SECOND    CLASS 0
 PU0422
 PU0422.The horizontal coordinates were scaled from a map and have
 PU0422.an estimated accuracy of +/- 6 seconds.
 PU0422
 PU0422.The orthometric height was determined by differential leveling and
 PU0422.adjusted by the NATIONAL GEODETIC SURVEY
 PU0422.in June 1991.
 PU0422
 PU0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0422.GEOID18 height accuracy estimate available here.
 PU0422
 PU0422.Click photographs - Photos may exist for this station.
 PU0422
 PU0422.The dynamic height is computed by dividing the NAVD 88
 PU0422.geopotential number by the normal gravity value computed on the
 PU0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0422.degrees latitude (g = 980.6199 gals.).
 PU0422
 PU0422.The modeled gravity was interpolated from observed gravity values.
 PU0422
 PU0422;                    North         East    Units  Estimated Accuracy
 PU0422;SPC SD S     -   203,990.      449,420.      MT  (+/- 180 meters Scaled)
 PU0422
 PU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ226927(NAD 83)
 PU0422
 PU0422                          SUPERSEDED SURVEY CONTROL
 PU0422
 PU0422  NGVD 29 (??/??/92)  886.23   (m)         2907.6    (f) COMPUTED    2 0
 PU0422
 PU0422.Superseded values are not recommended for survey control.
 PU0422
 PU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0422.See file dsdata.pdf to determine how the superseded data were derived.
 PU0422
 PU0422_MARKER: DS = TRIANGULATION STATION DISK
 PU0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0422_STAMPING: B 2 W 1961
 PU0422_MARK LOGO: CGS
 PU0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0422+STABILITY: SURFACE MOTION
 PU0422
 PU0422  HISTORY     - Date     Condition        Report By
 PU0422  HISTORY     - 1961     MONUMENTED       CGS
 PU0422  HISTORY     - 1962     GOOD             CGS
 PU0422
 PU0422                          STATION DESCRIPTION
 PU0422
 PU0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0422'13 MI N FROM WALL.
 PU0422'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0422'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0422'MILES NORTH ALONG A GRAVELED ROAD, ABOUT 0.3 MILE NORTHWEST OF
 PU0422'A SMALL LAKE, 58.8 FEET EAST OF B 2 W NO 2, 17.3 FEET SOUTH OF
 PU0422'B 2 W NO 1, 4.9 FEET EAST-NORTHEAST OF A METAL WITNESS POST, 2.3
 PU0422'FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PU0422'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0424 ***********************************************************************
 PU0424  DESIGNATION -  B 2 W RM 1
 PU0424  PID         -  PU0424
 PU0424  STATE/COUNTY-  SD/PENNINGTON
 PU0424  COUNTRY     -  US
 PU0424  USGS QUAD   -  RAINY CREEK (2017)
 PU0424
 PU0424                         *CURRENT SURVEY CONTROL
 PU0424  ______________________________________________________________________
 PU0424* NAD 83(1986) POSITION- 44 09 16.     (N) 102 12 57.     (W)   SCALED
 PU0424* NAVD 88 ORTHO HEIGHT -   886.691 (meters)     2909.09  (feet) ADJUSTED
 PU0424  ______________________________________________________________________
 PU0424  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 PU0424  DYNAMIC HEIGHT  -        886.431 (meters)     2908.23  (feet) COMP
 PU0424  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 PU0424
 PU0424  VERT ORDER      -  SECOND    CLASS 0
 PU0424
 PU0424.The horizontal coordinates were scaled from a map and have
 PU0424.an estimated accuracy of +/- 6 seconds.
 PU0424
 PU0424.The orthometric height was determined by differential leveling and
 PU0424.adjusted by the NATIONAL GEODETIC SURVEY
 PU0424.in June 1991.
 PU0424
 PU0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0424.GEOID18 height accuracy estimate available here.
 PU0424
 PU0424.Click photographs - Photos may exist for this station.
 PU0424
 PU0424.The dynamic height is computed by dividing the NAVD 88
 PU0424.geopotential number by the normal gravity value computed on the
 PU0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0424.degrees latitude (g = 980.6199 gals.).
 PU0424
 PU0424.The modeled gravity was interpolated from observed gravity values.
 PU0424
 PU0424;                    North         East    Units  Estimated Accuracy
 PU0424;SPC SD S     -   204,020.      449,420.      MT  (+/- 180 meters Scaled)
 PU0424
 PU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ226927(NAD 83)
 PU0424
 PU0424                          SUPERSEDED SURVEY CONTROL
 PU0424
 PU0424  NGVD 29 (??/??/92)  886.23   (m)         2907.6    (f) COMPUTED    2 0
 PU0424
 PU0424.Superseded values are not recommended for survey control.
 PU0424
 PU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0424.See file dsdata.pdf to determine how the superseded data were derived.
 PU0424
 PU0424_MARKER: DR = REFERENCE MARK DISK
 PU0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0424_STAMPING: B 2 W NO 1 1961
 PU0424_MARK LOGO: CGS
 PU0424_PROJECTION: FLUSH
 PU0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0424+STABILITY: SURFACE MOTION
 PU0424
 PU0424  HISTORY     - Date     Condition        Report By
 PU0424  HISTORY     - 1961     MONUMENTED       CGS
 PU0424  HISTORY     - 1962     GOOD             CGS
 PU0424
 PU0424                          STATION DESCRIPTION
 PU0424
 PU0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0424'13 MI N FROM WALL.
 PU0424'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0424'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0424'MILES NORTH ALONG A GRAVLED ROAD, ABOUT 0.3 MILE NORTHWEST OF A
 PU0424'SMALL LAKE, 17.3 FEET NORTH OF B 2 W 1961, 19.2 FEET NORTH OF A
 PU0424'FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 PU0424'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0423 ***********************************************************************
 PU0423  DESIGNATION -  B 2 W RM 2
 PU0423  PID         -  PU0423
 PU0423  STATE/COUNTY-  SD/PENNINGTON
 PU0423  COUNTRY     -  US
 PU0423  USGS QUAD   -  RAINY CREEK (2017)
 PU0423
 PU0423                         *CURRENT SURVEY CONTROL
 PU0423  ______________________________________________________________________
 PU0423* NAD 83(1986) POSITION- 44 09 15.     (N) 102 12 56.     (W)   SCALED
 PU0423* NAVD 88 ORTHO HEIGHT -   886.728 (meters)     2909.21  (feet) ADJUSTED
 PU0423  ______________________________________________________________________
 PU0423  GEOID HEIGHT    -        -19.147 (meters)                     GEOID18
 PU0423  DYNAMIC HEIGHT  -        886.467 (meters)     2908.35  (feet) COMP
 PU0423  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 PU0423
 PU0423  VERT ORDER      -  SECOND    CLASS 0
 PU0423
 PU0423.The horizontal coordinates were scaled from a map and have
 PU0423.an estimated accuracy of +/- 6 seconds.
 PU0423
 PU0423.The orthometric height was determined by differential leveling and
 PU0423.adjusted by the NATIONAL GEODETIC SURVEY
 PU0423.in June 1991.
 PU0423
 PU0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0423.GEOID18 height accuracy estimate available here.
 PU0423
 PU0423.Click photographs - Photos may exist for this station.
 PU0423
 PU0423.The dynamic height is computed by dividing the NAVD 88
 PU0423.geopotential number by the normal gravity value computed on the
 PU0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0423.degrees latitude (g = 980.6199 gals.).
 PU0423
 PU0423.The modeled gravity was interpolated from observed gravity values.
 PU0423
 PU0423;                    North         East    Units  Estimated Accuracy
 PU0423;SPC SD S     -   203,990.      449,450.      MT  (+/- 180 meters Scaled)
 PU0423
 PU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ226927(NAD 83)
 PU0423
 PU0423                          SUPERSEDED SURVEY CONTROL
 PU0423
 PU0423  NGVD 29 (??/??/92)  886.27   (m)         2907.7    (f) COMPUTED    2 0
 PU0423
 PU0423.Superseded values are not recommended for survey control.
 PU0423
 PU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0423.See file dsdata.pdf to determine how the superseded data were derived.
 PU0423
 PU0423_MARKER: DR = REFERENCE MARK DISK
 PU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0423_STAMPING: B 2 W NO 2 1961
 PU0423_MARK LOGO: CGS
 PU0423_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0423+STABILITY: SURFACE MOTION
 PU0423
 PU0423  HISTORY     - Date     Condition        Report By
 PU0423  HISTORY     - 1961     MONUMENTED       CGS
 PU0423  HISTORY     - 1962     GOOD             CGS
 PU0423
 PU0423                          STATION DESCRIPTION
 PU0423
 PU0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0423'13 MI N FROM WALL.
 PU0423'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0423'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0423'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG
 PU0423'THE NORTH SIDE OF A FENCE LINE, ABOUT 0.3 MILE NORTHWEST OF A
 PU0423'SMALL LAKE, 58.8 FEET WEST OF B 2 W 1961, 1.0 FOOT NORTH OF A
 PU0423'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0418 ***********************************************************************
 PU0418  DESIGNATION -  B 2 X
 PU0418  PID         -  PU0418
 PU0418  STATE/COUNTY-  SD/PENNINGTON
 PU0418  COUNTRY     -  US
 PU0418  USGS QUAD   -  RAINY CREEK (2017)
 PU0418
 PU0418                         *CURRENT SURVEY CONTROL
 PU0418  ______________________________________________________________________
 PU0418* NAD 83(1986) POSITION- 44 09 11.     (N) 102 12 05.     (W)   SCALED
 PU0418* NAVD 88 ORTHO HEIGHT -   882.106 (meters)     2894.04  (feet) ADJUSTED
 PU0418  ______________________________________________________________________
 PU0418  GEOID HEIGHT    -        -19.184 (meters)                     GEOID18
 PU0418  DYNAMIC HEIGHT  -        881.846 (meters)     2893.19  (feet) COMP
 PU0418  MODELED GRAVITY -    980,294.5   (mgal)                       NAVD 88
 PU0418
 PU0418  VERT ORDER      -  SECOND    CLASS 0
 PU0418
 PU0418.The horizontal coordinates were scaled from a map and have
 PU0418.an estimated accuracy of +/- 6 seconds.
 PU0418
 PU0418.The orthometric height was determined by differential leveling and
 PU0418.adjusted by the NATIONAL GEODETIC SURVEY
 PU0418.in June 1991.
 PU0418
 PU0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0418.GEOID18 height accuracy estimate available here.
 PU0418
 PU0418.Click photographs - Photos may exist for this station.
 PU0418
 PU0418.The dynamic height is computed by dividing the NAVD 88
 PU0418.geopotential number by the normal gravity value computed on the
 PU0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0418.degrees latitude (g = 980.6199 gals.).
 PU0418
 PU0418.The modeled gravity was interpolated from observed gravity values.
 PU0418
 PU0418;                    North         East    Units  Estimated Accuracy
 PU0418;SPC SD S     -   203,840.      450,580.      MT  (+/- 180 meters Scaled)
 PU0418
 PU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ238926(NAD 83)
 PU0418
 PU0418                          SUPERSEDED SURVEY CONTROL
 PU0418
 PU0418  NGVD 29 (??/??/92)  881.65   (m)         2892.5    (f) COMPUTED    2 0
 PU0418
 PU0418.Superseded values are not recommended for survey control.
 PU0418
 PU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0418.See file dsdata.pdf to determine how the superseded data were derived.
 PU0418
 PU0418_MARKER: DS = TRIANGULATION STATION DISK
 PU0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0418_STAMPING: B 2 X 1961
 PU0418_MARK LOGO: CGS
 PU0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0418+STABILITY: SURFACE MOTION
 PU0418
 PU0418  HISTORY     - Date     Condition        Report By
 PU0418  HISTORY     - 1961     MONUMENTED       CGS
 PU0418  HISTORY     - 1962     GOOD             CGS
 PU0418
 PU0418                          STATION DESCRIPTION
 PU0418
 PU0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0418'12.8 MI N FROM WALL.
 PU0418'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0418'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0418'MILES NORTH ALONG A GRAVELED ROAD TO A FIELD ROAD LEADING EAST,
 PU0418'THENCE 0.3 MILE EAST ALONG THE FIELD ROAD, 25 FEET NORTH OF THE
 PU0418'CENTER LINE OF THE FIELD ROAD, 0.45 MILE NORTH-NORTHWEST OF A
 PU0418'SMALL GROVE OF TREES, 50.0 FEET NORTH OF AND ACROSS THE FIELD
 PU0418'ROAD FROM B 2 X NO 2, 52.1 FEET WEST OF B 2 X NO 1, 7.0 FEET
 PU0418'EAST-SOUTHEAST OF A METAL WITNESS POST, 3.4 FEET SOUTH OF A
 PU0418'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0425 ***********************************************************************
 PU0425  DESIGNATION -  B 2 X AZ MK
 PU0425  PID         -  PU0425
 PU0425  STATE/COUNTY-  SD/PENNINGTON
 PU0425  COUNTRY     -  US
 PU0425  USGS QUAD   -  RAINY CREEK (2017)
 PU0425
 PU0425                         *CURRENT SURVEY CONTROL
 PU0425  ______________________________________________________________________
 PU0425* NAD 83(1986) POSITION- 44 09 39.     (N) 102 12 27.     (W)   SCALED
 PU0425* NAVD 88 ORTHO HEIGHT -   886.126 (meters)     2907.23  (feet) ADJUSTED
 PU0425  ______________________________________________________________________
 PU0425  GEOID HEIGHT    -        -19.175 (meters)                     GEOID18
 PU0425  DYNAMIC HEIGHT  -        885.866 (meters)     2906.38  (feet) COMP
 PU0425  MODELED GRAVITY -    980,294.7   (mgal)                       NAVD 88
 PU0425
 PU0425  VERT ORDER      -  SECOND    CLASS 0
 PU0425
 PU0425.The horizontal coordinates were scaled from a map and have
 PU0425.an estimated accuracy of +/- 6 seconds.
 PU0425
 PU0425.The orthometric height was determined by differential leveling and
 PU0425.adjusted by the NATIONAL GEODETIC SURVEY
 PU0425.in June 1991.
 PU0425
 PU0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0425.GEOID18 height accuracy estimate available here.
 PU0425
 PU0425.Click photographs - Photos may exist for this station.
 PU0425
 PU0425.The dynamic height is computed by dividing the NAVD 88
 PU0425.geopotential number by the normal gravity value computed on the
 PU0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0425.degrees latitude (g = 980.6199 gals.).
 PU0425
 PU0425.The modeled gravity was interpolated from observed gravity values.
 PU0425
 PU0425;                    North         East    Units  Estimated Accuracy
 PU0425;SPC SD S     -   204,720.      450,110.      MT  (+/- 180 meters Scaled)
 PU0425
 PU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ232935(NAD 83)
 PU0425
 PU0425                          SUPERSEDED SURVEY CONTROL
 PU0425
 PU0425  NGVD 29 (??/??/92)  885.67   (m)         2905.7    (f) COMPUTED    2 0
 PU0425
 PU0425.Superseded values are not recommended for survey control.
 PU0425
 PU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0425.See file dsdata.pdf to determine how the superseded data were derived.
 PU0425
 PU0425_MARKER: DZ = AZIMUTH MARK DISK
 PU0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0425_STAMPING: B 2 X 1961
 PU0425_MARK LOGO: CGS
 PU0425_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0425+STABILITY: SURFACE MOTION
 PU0425
 PU0425  HISTORY     - Date     Condition        Report By
 PU0425  HISTORY     - 1961     MONUMENTED       CGS
 PU0425  HISTORY     - 1962     GOOD             CGS
 PU0425
 PU0425                          STATION DESCRIPTION
 PU0425
 PU0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0425'6.8 MI S FROM CREIGHTON.
 PU0425'ABOUT 6.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0425'AND SERVICE STATION AT CREIGHTON, OR ABOUT 8.5 MILES NORTH ALONG
 PU0425'COUNTY ROAD 508 FROM THE POST OFFICE AT WALL, THENCE 1.0 MILE
 PU0425'EAST ALONG A GRAVELED ROAD, THENCE 3.55 MILES NORTH ALONG A
 PU0425'GRAVELED ROAD, 43 1/2 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 PU0425'ROAD LEADING EAST, 33 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 PU0425'ROAD, 3.8 FEET WEST-SOUTHWEST OF A TELEPHONE POLE BEARING NO. 1-243,
 PU0425'IN LINE WITH A FENCE LEADING EAST, 2.0 FEET SOUTH OF A METAL
 PU0425'WITNESS POST, 10 INCHES WEST OF A CORNER FENCE POST, AND SET IN
 PU0425'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0421 ***********************************************************************
 PU0421  DESIGNATION -  B 2 X AZ MK RESET
 PU0421  PID         -  PU0421
 PU0421  STATE/COUNTY-  SD/PENNINGTON
 PU0421  COUNTRY     -  US
 PU0421  USGS QUAD   -  RAINY CREEK (2017)
 PU0421
 PU0421                         *CURRENT SURVEY CONTROL
 PU0421  ______________________________________________________________________
 PU0421* NAD 83(1986) POSITION- 44 09 39.     (N) 102 12 27.     (W)   SCALED
 PU0421* NAVD 88 ORTHO HEIGHT -   885.59  (meters)     2905.5   (feet) RESET
 PU0421  ______________________________________________________________________
 PU0421  GEOID HEIGHT    -        -19.175 (meters)                     GEOID18
 PU0421  VERT ORDER      -  THIRD
 PU0421
 PU0421.The horizontal coordinates were scaled from a map and have
 PU0421.an estimated accuracy of +/- 6 seconds.
 PU0421
 PU0421.The orthometric height was computed from unverified reset data.
 PU0421
 PU0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0421.GEOID18 height accuracy estimate available here.
 PU0421
 PU0421.Click photographs - Photos may exist for this station.
 PU0421
 PU0421;                    North         East    Units  Estimated Accuracy
 PU0421;SPC SD S     -   204,720.      450,110.      MT  (+/- 180 meters Scaled)
 PU0421
 PU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ232935(NAD 83)
 PU0421
 PU0421                          SUPERSEDED SURVEY CONTROL
 PU0421
 PU0421.No superseded survey control is available for this station.
 PU0421
 PU0421_MARKER: DZ = AZIMUTH MARK DISK
 PU0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0421_STAMPING: B 2 X 1961 RESET 1964
 PU0421_MARK LOGO: CGS
 PU0421_PROJECTION: FLUSH
 PU0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0421+STABILITY: SURFACE MOTION
 PU0421
 PU0421  HISTORY     - Date     Condition        Report By
 PU0421  HISTORY     - 1964     MONUMENTED       CGS
 PU0421
 PU0421                          STATION DESCRIPTION
 PU0421
 PU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PU0421'13 MI N FROM WALL.
 PU0421'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0421'AT WALL, THENCE EAST ALONG A GRAVELED ROAD FOR 1.0 MILE, THENCE
 PU0421'NORTH ALONG A GRAVELED ROAD FOR 3.55 MILES TO MARK ON RIGHT, 50
 PU0421'FEET EAST OF CENTERLINE OF ROAD, 30.7 FEET SOUTH OF A POWERLINE
 PU0421'POLE, 12 FEET NORTH OF CENTER OF A PRIVATE ROAD LEADING EAST AND
 PU0421'2 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 PU0421'POST FLUSH WITH THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0419 ***********************************************************************
 PU0419  DESIGNATION -  B 2 X RM 1
 PU0419  PID         -  PU0419
 PU0419  STATE/COUNTY-  SD/PENNINGTON
 PU0419  COUNTRY     -  US
 PU0419  USGS QUAD   -  RAINY CREEK (2017)
 PU0419
 PU0419                         *CURRENT SURVEY CONTROL
 PU0419  ______________________________________________________________________
 PU0419* NAD 83(1986) POSITION- 44 09 11.     (N) 102 12 04.     (W)   SCALED
 PU0419* NAVD 88 ORTHO HEIGHT -   882.107 (meters)     2894.05  (feet) ADJUSTED
 PU0419  ______________________________________________________________________
 PU0419  GEOID HEIGHT    -        -19.185 (meters)                     GEOID18
 PU0419  DYNAMIC HEIGHT  -        881.848 (meters)     2893.20  (feet) COMP
 PU0419  MODELED GRAVITY -    980,294.5   (mgal)                       NAVD 88
 PU0419
 PU0419  VERT ORDER      -  SECOND    CLASS 0
 PU0419
 PU0419.The horizontal coordinates were scaled from a map and have
 PU0419.an estimated accuracy of +/- 6 seconds.
 PU0419
 PU0419.The orthometric height was determined by differential leveling and
 PU0419.adjusted by the NATIONAL GEODETIC SURVEY
 PU0419.in June 1991.
 PU0419
 PU0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0419.GEOID18 height accuracy estimate available here.
 PU0419
 PU0419.Click photographs - Photos may exist for this station.
 PU0419
 PU0419.The dynamic height is computed by dividing the NAVD 88
 PU0419.geopotential number by the normal gravity value computed on the
 PU0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0419.degrees latitude (g = 980.6199 gals.).
 PU0419
 PU0419.The modeled gravity was interpolated from observed gravity values.
 PU0419
 PU0419;                    North         East    Units  Estimated Accuracy
 PU0419;SPC SD S     -   203,840.      450,600.      MT  (+/- 180 meters Scaled)
 PU0419
 PU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ238926(NAD 83)
 PU0419
 PU0419                          SUPERSEDED SURVEY CONTROL
 PU0419
 PU0419  NGVD 29 (??/??/92)  881.65   (m)         2892.5    (f) COMPUTED    2 0
 PU0419
 PU0419.Superseded values are not recommended for survey control.
 PU0419
 PU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0419.See file dsdata.pdf to determine how the superseded data were derived.
 PU0419
 PU0419_MARKER: DR = REFERENCE MARK DISK
 PU0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0419_STAMPING: B 2 X NO 1 1961
 PU0419_MARK LOGO: CGS
 PU0419_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0419+STABILITY: SURFACE MOTION
 PU0419
 PU0419  HISTORY     - Date     Condition        Report By
 PU0419  HISTORY     - 1961     MONUMENTED       CGS
 PU0419  HISTORY     - 1962     GOOD             CGS
 PU0419
 PU0419                          STATION DESCRIPTION
 PU0419
 PU0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0419'12.8 MI N FROM WALL.
 PU0419'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0419'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0419'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A
 PU0419'FIELD ROAD, 0.45 MILE NORTH-NORTHWEST OF A SMALL GROVE OF TREES,
 PU0419'52.1 FEET EAST OF B 2 X 1961, 77.4 FEET NORTHEAST OF B 2 X R.M. 2,
 PU0419'8 INCHES SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PU0419'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0417 ***********************************************************************
 PU0417  DESIGNATION -  B 2 X RM 2
 PU0417  PID         -  PU0417
 PU0417  STATE/COUNTY-  SD/PENNINGTON
 PU0417  COUNTRY     -  US
 PU0417  USGS QUAD   -  RAINY CREEK (2017)
 PU0417
 PU0417                         *CURRENT SURVEY CONTROL
 PU0417  ______________________________________________________________________
 PU0417* NAD 83(1986) POSITION- 44 09 10.     (N) 102 12 05.     (W)   SCALED
 PU0417* NAVD 88 ORTHO HEIGHT -   881.960 (meters)     2893.56  (feet) ADJUSTED
 PU0417  ______________________________________________________________________
 PU0417  GEOID HEIGHT    -        -19.184 (meters)                     GEOID18
 PU0417  DYNAMIC HEIGHT  -        881.701 (meters)     2892.71  (feet) COMP
 PU0417  MODELED GRAVITY -    980,294.5   (mgal)                       NAVD 88
 PU0417
 PU0417  VERT ORDER      -  SECOND    CLASS 0
 PU0417
 PU0417.The horizontal coordinates were scaled from a map and have
 PU0417.an estimated accuracy of +/- 6 seconds.
 PU0417
 PU0417.The orthometric height was determined by differential leveling and
 PU0417.adjusted by the NATIONAL GEODETIC SURVEY
 PU0417.in June 1991.
 PU0417
 PU0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0417.GEOID18 height accuracy estimate available here.
 PU0417
 PU0417.Click photographs - Photos may exist for this station.
 PU0417
 PU0417.The dynamic height is computed by dividing the NAVD 88
 PU0417.geopotential number by the normal gravity value computed on the
 PU0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0417.degrees latitude (g = 980.6199 gals.).
 PU0417
 PU0417.The modeled gravity was interpolated from observed gravity values.
 PU0417
 PU0417;                    North         East    Units  Estimated Accuracy
 PU0417;SPC SD S     -   203,810.      450,580.      MT  (+/- 180 meters Scaled)
 PU0417
 PU0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ238926(NAD 83)
 PU0417
 PU0417                          SUPERSEDED SURVEY CONTROL
 PU0417
 PU0417  NGVD 29 (??/??/92)  881.50   (m)         2892.1    (f) COMPUTED    2 0
 PU0417
 PU0417.Superseded values are not recommended for survey control.
 PU0417
 PU0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0417.See file dsdata.pdf to determine how the superseded data were derived.
 PU0417
 PU0417_MARKER: DR = REFERENCE MARK DISK
 PU0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0417_STAMPING: B 2 X NO 2 1961
 PU0417_MARK LOGO: CGS
 PU0417_PROJECTION: FLUSH
 PU0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0417+STABILITY: SURFACE MOTION
 PU0417
 PU0417  HISTORY     - Date     Condition        Report By
 PU0417  HISTORY     - 1961     MONUMENTED       CGS
 PU0417  HISTORY     - 1962     GOOD             CGS
 PU0417
 PU0417                          STATION DESCRIPTION
 PU0417
 PU0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0417'12.8 MI N FROM WALL.
 PU0417'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0417'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0417'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A
 PU0417'FIELD ROAD, 50.0 FEET SOUTH OF B 2 X 1961, 25 FEET SOUTH OF THE
 PU0417'CENTER LINE OF THE FIELD ROAD, 77.4 FEET SOUTHWEST OF B 2 X NO
 PU0417'1, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PU0417'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0420 ***********************************************************************
 PU0420  DESIGNATION -  B 2 X RM 3
 PU0420  PID         -  PU0420
 PU0420  STATE/COUNTY-  SD/PENNINGTON
 PU0420  COUNTRY     -  US
 PU0420  USGS QUAD   -  RAINY CREEK (2017)
 PU0420
 PU0420                         *CURRENT SURVEY CONTROL
 PU0420  ______________________________________________________________________
 PU0420* NAD 83(1986) POSITION- 44 09 10.     (N) 102 12 07.     (W)   SCALED
 PU0420* NAVD 88 ORTHO HEIGHT -   882.07  (meters)     2893.9   (feet) RESET
 PU0420  ______________________________________________________________________
 PU0420  GEOID HEIGHT    -        -19.182 (meters)                     GEOID18
 PU0420  VERT ORDER      -  THIRD
 PU0420
 PU0420.The horizontal coordinates were scaled from a map and have
 PU0420.an estimated accuracy of +/- 6 seconds.
 PU0420
 PU0420.The orthometric height was computed from unverified reset data.
 PU0420
 PU0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0420.GEOID18 height accuracy estimate available here.
 PU0420
 PU0420.Click photographs - Photos may exist for this station.
 PU0420
 PU0420;                    North         East    Units  Estimated Accuracy
 PU0420;SPC SD S     -   203,810.      450,530.      MT  (+/- 180 meters Scaled)
 PU0420
 PU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ237926(NAD 83)
 PU0420
 PU0420                          SUPERSEDED SURVEY CONTROL
 PU0420
 PU0420.No superseded survey control is available for this station.
 PU0420
 PU0420_MARKER: DR = REFERENCE MARK DISK
 PU0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0420_STAMPING: B 2 X NO 3 1961
 PU0420_MARK LOGO: CGS
 PU0420_PROJECTION: FLUSH
 PU0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0420+STABILITY: SURFACE MOTION
 PU0420
 PU0420  HISTORY     - Date     Condition        Report By
 PU0420  HISTORY     - 1964     MONUMENTED       CGS
 PU0420  HISTORY     - 1964     GOOD             CGS
 PU0420
 PU0420                          STATION DESCRIPTION
 PU0420
 PU0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PU0420'12.8 MI N FROM WALL.
 PU0420'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0420'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0420'MILES NORTH ALONG A GRAVELED ROAD TO A FIELD ROAD LEADING EAST,
 PU0420'THENCE EAST ALONG FIELD ROAD FOR 0.3 MILES, 74.3 FEET WEST OF
 PU0420'STATION B 2 X, 17 FEET NORTH OF CENTERLINE OF FIELD ROAD AND
 PU0420'4 1/2 FEET EAST OF A CONCRETE PIER USED IN CONNECTION WITH A
 PU0420'MISSILE SITE, SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 PU0420'THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0461 ***********************************************************************
 QS0461  DESIGNATION -  B 20
 QS0461  PID         -  QS0461
 QS0461  STATE/COUNTY-  SD/DEWEY
 QS0461  COUNTRY     -  US
 QS0461  USGS QUAD   -  ISABEL (2017)
 QS0461
 QS0461                         *CURRENT SURVEY CONTROL
 QS0461  ______________________________________________________________________
 QS0461* NAD 83(1986) POSITION- 45 23 08.     (N) 101 26 59.     (W)   SCALED
 QS0461* NAVD 88 ORTHO HEIGHT -   720.228 (meters)     2362.95  (feet) ADJUSTED
 QS0461  ______________________________________________________________________
 QS0461  GEOID HEIGHT    -        -20.529 (meters)                     GEOID18
 QS0461  DYNAMIC HEIGHT  -        720.114 (meters)     2362.57  (feet) COMP
 QS0461  MODELED GRAVITY -    980,435.0   (mgal)                       NAVD 88
 QS0461
 QS0461  VERT ORDER      -  FIRST     CLASS II
 QS0461
 QS0461.The horizontal coordinates were scaled from a map and have
 QS0461.an estimated accuracy of +/- 6 seconds.
 QS0461
 QS0461.The orthometric height was determined by differential leveling and
 QS0461.adjusted by the NATIONAL GEODETIC SURVEY
 QS0461.in April 2000.
 QS0461
 QS0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0461.GEOID18 height accuracy estimate available here.
 QS0461
 QS0461.Click photographs - Photos may exist for this station.
 QS0461
 QS0461.The dynamic height is computed by dividing the NAVD 88
 QS0461.geopotential number by the normal gravity value computed on the
 QS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0461.degrees latitude (g = 980.6199 gals.).
 QS0461
 QS0461.The modeled gravity was interpolated from observed gravity values.
 QS0461
 QS0461;                    North         East    Units  Estimated Accuracy
 QS0461;SPC SD N     -   173,510.      486,470.      MT  (+/- 180 meters Scaled)
 QS0461
 QS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR082287(NAD 83)
 QS0461
 QS0461                          SUPERSEDED SURVEY CONTROL
 QS0461
 QS0461  NAVD 88 (06/15/91)  720.193  (m)         2362.83   (f) SUPERSEDED  1 2
 QS0461  NGVD 29 (??/??/92)  719.686  (m)         2361.17   (f) ADJ UNCH    1 2
 QS0461
 QS0461.Superseded values are not recommended for survey control.
 QS0461
 QS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0461.See file dsdata.pdf to determine how the superseded data were derived.
 QS0461
 QS0461_MARKER: DB = BENCH MARK DISK
 QS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0461_STAMPING: B 20 1933
 QS0461_MARK LOGO: CGS
 QS0461_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0461+STABILITY: SURFACE MOTION
 QS0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0461+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0461
 QS0461  HISTORY     - Date     Condition        Report By
 QS0461  HISTORY     - 1933     MONUMENTED       CGS
 QS0461  HISTORY     - 1985     GOOD             NGS
 QS0461  HISTORY     - 19990622 GOOD             NGS
 QS0461
 QS0461                          STATION DESCRIPTION
 QS0461
 QS0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0461'1.4 MI SW FROM ISABEL.
 QS0461'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM ISABEL,
 QS0461'DEWEY COUNTY, AT A SECTION CORNER, AT THE JUNCTION OF A ROAD
 QS0461'LEADING NORTH, ABOUT 186 FEET NORTH OF THE CENTER LINE OF THE
 QS0461'HIGHWAY, AND 61 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD.
 QS0461'A STANDARD DISK, STAMPED B 20 1933 AND SET IN THE TOP OF A
 QS0461'CONCRETE POST PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 QS0461
 QS0461                          STATION RECOVERY (1985)
 QS0461
 QS0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0461'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.34 KM (1.45
 QS0461'MI) SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT ISABEL,
 QS0461'IN THE NORTHWEST CORNER OF A FIELD ACCESS ROAD LEADING NORTH, 0.53 KM
 QS0461'(0.33 MI) WEST OF MILEPOST 140, 56.1 METERS (184 FT) NORTH OF THE
 QS0461'HIGHWAY CENTERLINE, 18.3 METERS (60 FT) WEST OF THE EXTENDED CENTER OF
 QS0461'THE ROAD, 76.2 METERS (250 FT) SOUTHWEST OF THE WEST END OF A EARTHEN
 QS0461'DAM, 44.8 METERS (147 FT) NORTH-NORTHWEST OF THE WEST END OF A WIRE
 QS0461'GATE IN THE RIGHT-OF-WAY FENCE AND 42.1 METERS (138 FT) NORTH OF THE
 QS0461'RIGHT-OF-WAY FENCE.
 QS0461'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0461'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 QS0461
 QS0461                          STATION RECOVERY (1999)
 QS0461
 QS0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0461'2.3 KM (1.40 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0461'IN ISABEL, 345.9 M (1134.8 FT) EAST OF MILEPOST 139, 56.5 M (185.4 FT)
 QS0461'NORTH OF THE HIGHWAY CENTERLINE, 33.6 M (110.2 FT) NORTHEAST OF AN
 QS0461'UNDERGROUND CABLE JUNCTION BOX, 33.2 M (108.9 FT) NORTH OF A WITNESS
 QS0461'POST AND FENCE, 20.9 M (68.6 FT) WEST OF THE CENTER OF A TRACK ROAD,
 QS0461'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 QS0461'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QS0461'IS ON PROPERTY OWNED BY GEORGE BOLDT, BOX 82, ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0252 ***********************************************************************
 QQ0252  DESIGNATION -  B 20
 QQ0252  PID         -  QQ0252
 QQ0252  STATE/COUNTY-  SD/DAY
 QQ0252  COUNTRY     -  US
 QQ0252  USGS QUAD   -  ANDOVER (2017)
 QQ0252
 QQ0252                         *CURRENT SURVEY CONTROL
 QQ0252  ______________________________________________________________________
 QQ0252* NAD 83(1986) POSITION- 45 24 37.     (N) 097 54 09.     (W)   SCALED
 QQ0252* NAVD 88 ORTHO HEIGHT -   453.037 (meters)     1486.34  (feet) ADJUSTED
 QQ0252  ______________________________________________________________________
 QQ0252  GEOID HEIGHT    -        -24.869 (meters)                     GEOID18
 QQ0252  DYNAMIC HEIGHT  -        452.998 (meters)     1486.21  (feet) COMP
 QQ0252  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 QQ0252
 QQ0252  VERT ORDER      -  FIRST     CLASS II
 QQ0252
 QQ0252.The horizontal coordinates were scaled from a map and have
 QQ0252.an estimated accuracy of +/- 6 seconds.
 QQ0252
 QQ0252.The orthometric height was determined by differential leveling and
 QQ0252.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0252.in July 1998.
 QQ0252
 QQ0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0252.GEOID18 height accuracy estimate available here.
 QQ0252
 QQ0252.Click photographs - Photos may exist for this station.
 QQ0252
 QQ0252.The dynamic height is computed by dividing the NAVD 88
 QQ0252.geopotential number by the normal gravity value computed on the
 QQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0252.degrees latitude (g = 980.6199 gals.).
 QQ0252
 QQ0252.The modeled gravity was interpolated from observed gravity values.
 QQ0252
 QQ0252;                    North         East    Units  Estimated Accuracy
 QQ0252;SPC SD N     -   177,360.      764,170.      MT  (+/- 180 meters Scaled)
 QQ0252
 QQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR858291(NAD 83)
 QQ0252
 QQ0252                          SUPERSEDED SURVEY CONTROL
 QQ0252
 QQ0252  NAVD 88 (06/15/91)  453.048  (m)         1486.38   (f) SUPERSEDED  1 2
 QQ0252  NGVD 29 (??/??/92)  452.764  (m)         1485.44   (f) ADJ UNCH    1 2
 QQ0252
 QQ0252.Superseded values are not recommended for survey control.
 QQ0252
 QQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0252.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0252
 QQ0252_MARKER: DB = BENCH MARK DISK
 QQ0252_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0252_SP_SET: BUILDING
 QQ0252_STAMPING: B 20 1931 1485.443
 QQ0252_MARK LOGO: CGS
 QQ0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0252+STABILITY: SURFACE MOTION
 QQ0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0252+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0252
 QQ0252  HISTORY     - Date     Condition        Report By
 QQ0252  HISTORY     - 1931     MONUMENTED       CGS
 QQ0252  HISTORY     - 1934     GOOD             CGS
 QQ0252  HISTORY     - 19970314 GOOD             NGS
 QQ0252
 QQ0252                          STATION DESCRIPTION
 QQ0252
 QQ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0252'IN ANDOVER.
 QQ0252'AT ANDOVER, DAY COUNTY, AT THE BRICK SCHOOL BUILDING, IN THE WEST
 QQ0252'WALL, 1.4 FEET SOUTH OF THE NORTHWEST CORNER, AND 5.5 FEET ABOVE
 QQ0252'THE GROUND.  A STANDARD DISK, STAMPED 1485.443 B 20 1931 AND SET
 QQ0252'VERTICALLY.
 QQ0252
 QQ0252                          STATION RECOVERY (1934)
 QQ0252
 QQ0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0252'RECOVERED IN GOOD CONDITION.
 QQ0252
 QQ0252                          STATION RECOVERY (1997)
 QQ0252
 QQ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0252'16.7 KM (10.35 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0252'STATE HIGHWAY 37 IN GROTON, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 QQ0252'MAIN STREET, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A STREET, SET
 QQ0252'VERTICALLY IN WEST FACE OF THE ANDOVER SCHOOL (VACANT), 43.7 M (143.4
 QQ0252'FT) SOUTH OF THE EXTENDED STREET CENTER, 24.6 M (80.7 FT) EAST OF THE
 QQ0252'CENTER OF A STREET, 10.5 M (34.4 FT) NORTH OF THE CENTER OF THE WEST
 QQ0252'ENTRANCE, 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE, AND 0.4 M (1.3 FT)
 QQ0252'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0834 ***********************************************************************
 PT0834  DESIGNATION -  B 21
 PT0834  PID         -  PT0834
 PT0834  STATE/COUNTY-  SD/ZIEBACH
 PT0834  COUNTRY     -  US
 PT0834  USGS QUAD   -  LONGBRAKE RANCH (2017)
 PT0834
 PT0834                         *CURRENT SURVEY CONTROL
 PT0834  ______________________________________________________________________
 PT0834* NAD 83(1986) POSITION- 44 45 40.     (N) 101 37 40.     (W)   SCALED
 PT0834* NAVD 88 ORTHO HEIGHT -   722.058 (meters)     2368.95  (feet) ADJUSTED
 PT0834  ______________________________________________________________________
 PT0834  GEOID HEIGHT    -        -20.871 (meters)                     GEOID18
 PT0834  DYNAMIC HEIGHT  -        721.905 (meters)     2368.45  (feet) COMP
 PT0834  MODELED GRAVITY -    980,381.3   (mgal)                       NAVD 88
 PT0834
 PT0834  VERT ORDER      -  FIRST     CLASS II
 PT0834
 PT0834.The horizontal coordinates were scaled from a map and have
 PT0834.an estimated accuracy of +/- 6 seconds.
 PT0834
 PT0834.The orthometric height was determined by differential leveling and
 PT0834.adjusted by the NATIONAL GEODETIC SURVEY
 PT0834.in June 1991.
 PT0834
 PT0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0834.GEOID18 height accuracy estimate available here.
 PT0834
 PT0834.Click photographs - Photos may exist for this station.
 PT0834
 PT0834.The dynamic height is computed by dividing the NAVD 88
 PT0834.geopotential number by the normal gravity value computed on the
 PT0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0834.degrees latitude (g = 980.6199 gals.).
 PT0834
 PT0834.The modeled gravity was interpolated from observed gravity values.
 PT0834
 PT0834;                    North         East    Units  Estimated Accuracy
 PT0834;SPC SD N     -   104,390.      471,140.      MT  (+/- 180 meters Scaled)
 PT0834
 PT0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ920597(NAD 83)
 PT0834
 PT0834                          SUPERSEDED SURVEY CONTROL
 PT0834
 PT0834  NGVD 29 (??/??/92)  721.612  (m)         2367.49   (f) ADJ UNCH    1 2
 PT0834
 PT0834.Superseded values are not recommended for survey control.
 PT0834
 PT0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0834.See file dsdata.pdf to determine how the superseded data were derived.
 PT0834
 PT0834_MARKER: DB = BENCH MARK DISK
 PT0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0834_STAMPING: B 21 1933
 PT0834_MARK LOGO: CGS
 PT0834_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0834+STABILITY: SURFACE MOTION
 PT0834
 PT0834  HISTORY     - Date     Condition        Report By
 PT0834  HISTORY     - 1933     MONUMENTED       CGS
 PT0834  HISTORY     - 1934     GOOD             CGS
 PT0834
 PT0834                          STATION DESCRIPTION
 PT0834
 PT0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0834'14 MI N FROM CHERRY CREEK.
 PT0834'14.0 MILES NORTH ALONG THE DUPREE ROAD FROM CHERRY CREEK, ZIEBACH
 PT0834'COUNTY, ABOUT 400 FEET EAST OF THE HEAD OF A DRY WASH, AT A CURVE
 PT0834'IN THE ROAD, AND 80 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PT0834'ROAD.  A STANDARD DISK, STAMPED B 21 1933 AND SET IN THE TOP
 PT0834'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 PT0834
 PT0834                          STATION RECOVERY (1934)
 PT0834
 PT0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0834'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0201 ***********************************************************************
 QR0201  DESIGNATION -  B 21
 QR0201  PID         -  QR0201
 QR0201  STATE/COUNTY-  SD/EDMUNDS
 QR0201  COUNTRY     -  US
 QR0201  USGS QUAD   -  IPSWICH (2017)
 QR0201
 QR0201                         *CURRENT SURVEY CONTROL
 QR0201  ______________________________________________________________________
 QR0201* NAD 83(1986) POSITION- 45 26 33.     (N) 099 01 47.     (W)   SCALED
 QR0201* NAVD 88 ORTHO HEIGHT -   468.037 (meters)     1535.55  (feet) ADJUSTED
 QR0201  ______________________________________________________________________
 QR0201  GEOID HEIGHT    -        -23.561 (meters)                     GEOID18
 QR0201  DYNAMIC HEIGHT  -        467.998 (meters)     1535.42  (feet) COMP
 QR0201  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 QR0201
 QR0201  VERT ORDER      -  FIRST     CLASS II
 QR0201
 QR0201.The horizontal coordinates were scaled from a map and have
 QR0201.an estimated accuracy of +/- 6 seconds.
 QR0201
 QR0201.The orthometric height was determined by differential leveling and
 QR0201.adjusted by the NATIONAL GEODETIC SURVEY
 QR0201.in June 1991.
 QR0201
 QR0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0201.GEOID18 height accuracy estimate available here.
 QR0201
 QR0201.Click photographs - Photos may exist for this station.
 QR0201
 QR0201.The dynamic height is computed by dividing the NAVD 88
 QR0201.geopotential number by the normal gravity value computed on the
 QR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0201.degrees latitude (g = 980.6199 gals.).
 QR0201
 QR0201.The modeled gravity was interpolated from observed gravity values.
 QR0201
 QR0201;                    North         East    Units  Estimated Accuracy
 QR0201;SPC SD N     -   179,270.      675,910.      MT  (+/- 180 meters Scaled)
 QR0201
 QR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR976321(NAD 83)
 QR0201
 QR0201                          SUPERSEDED SURVEY CONTROL
 QR0201
 QR0201  NGVD 29 (??/??/92)  467.698  (m)         1534.44   (f) ADJ UNCH    1 2
 QR0201
 QR0201.Superseded values are not recommended for survey control.
 QR0201
 QR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0201.See file dsdata.pdf to determine how the superseded data were derived.
 QR0201
 QR0201_MARKER: DB = BENCH MARK DISK
 QR0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0201_STAMPING: 1534.439 B 21 1931
 QR0201_MARK LOGO: CGS
 QR0201_PROJECTION: FLUSH
 QR0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0201+STABILITY: SURFACE MOTION
 QR0201
 QR0201  HISTORY     - Date     Condition        Report By
 QR0201  HISTORY     - 1931     MONUMENTED       CGS
 QR0201  HISTORY     - 1934     GOOD             CGS
 QR0201  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0201
 QR0201                          STATION DESCRIPTION
 QR0201
 QR0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0201'IN IPSWICH.
 QR0201'AT IPSWICH, EDMUNDS COUNTY, 50 FEET NORTHWEST OF THE CHICAGO,
 QR0201'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT A STREET
 QR0201'CROSSING, 80 FEET NORTH OF THE NORTH RAIL, 75 FEET EAST OF THE
 QR0201'CENTER LINE OF THE STREET, AND 11 FEET WEST OF A SMALL OUT-BUILDING.
 QR0201'A STANDARD DISK, STAMPED 1534.439 B 21 1931 AND SET IN THE TOP
 QR0201'OF A CONCRETE POST FLUSH WITH THE GROUND.
 QR0201
 QR0201                          STATION RECOVERY (1997)
 QR0201
 QR0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0201'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0515 ***********************************************************************
 PT0515  DESIGNATION -  B 22
 PT0515  PID         -  PT0515
 PT0515  STATE/COUNTY-  SD/HAAKON
 PT0515  COUNTRY     -  US
 PT0515  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0515
 PT0515                         *CURRENT SURVEY CONTROL
 PT0515  ______________________________________________________________________
 PT0515* NAD 83(1986) POSITION- 44 14 25.56   (N) 101 40 02.33   (W)   HD_HELD1
 PT0515* NAVD 88 ORTHO HEIGHT -   761.211 (meters)     2497.41  (feet) ADJUSTED
 PT0515  ______________________________________________________________________
 PT0515  GEOID HEIGHT    -        -21.013 (meters)                     GEOID18
 PT0515  DYNAMIC HEIGHT  -        760.997 (meters)     2496.70  (feet) COMP
 PT0515  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 PT0515
 PT0515  VERT ORDER      -  FIRST     CLASS II
 PT0515
 PT0515.The horizontal coordinates were determined by differentially corrected
 PT0515.hand held GPS observations or other comparable positioning techniques
 PT0515.and have an estimated accuracy of +/- 3 meters.
 PT0515
 PT0515.The orthometric height was determined by differential leveling and
 PT0515.adjusted by the NATIONAL GEODETIC SURVEY
 PT0515.in June 1991.
 PT0515
 PT0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0515.GEOID18 height accuracy estimate available here.
 PT0515
 PT0515.Click photographs - Photos may exist for this station.
 PT0515
 PT0515.The dynamic height is computed by dividing the NAVD 88
 PT0515.geopotential number by the normal gravity value computed on the
 PT0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0515.degrees latitude (g = 980.6199 gals.).
 PT0515
 PT0515.The modeled gravity was interpolated from observed gravity values.
 PT0515
 PT0515;                    North         East    Units  Estimated Accuracy
 PT0515;SPC SD S     -   212,724.8     493,447.7     MT  (+/- 3 meters HH1 GPS) 
 PT0515
 PT0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8701302037(NAD 83)
 PT0515
 PT0515                          SUPERSEDED SURVEY CONTROL
 PT0515
 PT0515  NGVD 29 (??/??/92)  760.748  (m)         2495.89   (f) ADJ UNCH    1 2
 PT0515
 PT0515.Superseded values are not recommended for survey control.
 PT0515
 PT0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0515.See file dsdata.pdf to determine how the superseded data were derived.
 PT0515
 PT0515_MARKER: DB = BENCH MARK DISK
 PT0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0515_STAMPING: B 22 1933
 PT0515_MARK LOGO: CGS
 PT0515_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0515+STABILITY: SURFACE MOTION
 PT0515
 PT0515  HISTORY     - Date     Condition        Report By
 PT0515  HISTORY     - 1933     MONUMENTED       CGS
 PT0515  HISTORY     - 1962     GOOD             CGS
 PT0515
 PT0515                          STATION DESCRIPTION
 PT0515
 PT0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0515'14.1 MI N FROM PHILIP.
 PT0515'ABOUT 14.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0515'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 78 FEET EAST OF
 PT0515'THE CENTERLINE OF THE HIGHWAY, 41 FEET EAST OF A TELEPHONE POLE,
 PT0515'36 FEET EAST OF A FENCE CORNER, 0.8 FOOT EAST OF A METAL WITNESS
 PT0515'POST, 1/2 FOOT SOUTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 PT0515'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1383 ***********************************************************************
 PU1383  DESIGNATION -  B 24
 PU1383  PID         -  PU1383
 PU1383  STATE/COUNTY-  SD/PENNINGTON
 PU1383  COUNTRY     -  US
 PU1383  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1383
 PU1383                         *CURRENT SURVEY CONTROL
 PU1383  ______________________________________________________________________
 PU1383* NAD 83(1986) POSITION- 44 05 21.     (N) 103 16 05.     (W)   SCALED
 PU1383* NAVD 88 ORTHO HEIGHT -  1010.331 (meters)     3314.73  (feet) ADJUSTED
 PU1383  ______________________________________________________________________
 PU1383  GEOID HEIGHT    -        -15.583 (meters)                     GEOID18
 PU1383  DYNAMIC HEIGHT  -       1010.004 (meters)     3313.65  (feet) COMP
 PU1383  MODELED GRAVITY -    980,259.3   (mgal)                       NAVD 88
 PU1383
 PU1383  VERT ORDER      -  FIRST     CLASS II
 PU1383
 PU1383.The horizontal coordinates were scaled from a map and have
 PU1383.an estimated accuracy of +/- 6 seconds.
 PU1383
 PU1383.The orthometric height was determined by differential leveling and
 PU1383.adjusted by the NATIONAL GEODETIC SURVEY
 PU1383.in June 1991.
 PU1383
 PU1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1383.GEOID18 height accuracy estimate available here.
 PU1383
 PU1383.Click photographs - Photos may exist for this station.
 PU1383
 PU1383.The dynamic height is computed by dividing the NAVD 88
 PU1383.geopotential number by the normal gravity value computed on the
 PU1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1383.degrees latitude (g = 980.6199 gals.).
 PU1383
 PU1383.The modeled gravity was interpolated from observed gravity values.
 PU1383
 PU1383;                    North         East    Units  Estimated Accuracy
 PU1383;SPC SD S     -   199,210.      365,030.      MT  (+/- 180 meters Scaled)
 PU1383
 PU1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ386832(NAD 83)
 PU1383
 PU1383                          SUPERSEDED SURVEY CONTROL
 PU1383
 PU1383  NGVD 29 (??/??/92) 1009.876  (m)         3313.23   (f) ADJ UNCH    1 2
 PU1383
 PU1383.Superseded values are not recommended for survey control.
 PU1383
 PU1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1383.See file dsdata.pdf to determine how the superseded data were derived.
 PU1383
 PU1383_MARKER: DB = BENCH MARK DISK
 PU1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1383_STAMPING: B 24 1934
 PU1383_MARK LOGO: CGS
 PU1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1383+STABILITY: SURFACE MOTION
 PU1383
 PU1383  HISTORY     - Date     Condition        Report By
 PU1383  HISTORY     - 1934     MONUMENTED       CGS
 PU1383  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1383  HISTORY     - 19971226 MARK NOT FOUND   USPSQD
 PU1383  HISTORY     - 20110112 MARK NOT FOUND   INDIV
 PU1383
 PU1383                          STATION DESCRIPTION
 PU1383
 PU1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1383'1.3 MI NW FROM RAPID CITY.
 PU1383'1.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1383'FROM RAPID CITY, PENNINGTON COUNTY, 245 YARDS NORTH OF MILEPOST
 PU1383'H 102, EAST OF A LARGE CEMENT PLANT, AT A ROAD CROSSING, 31 FEET
 PU1383'NORTH OF THE ROAD, AND 53 FEET WEST OF THE CENTER LINE OF THE
 PU1383'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED B 24 1934 AND SET
 PU1383'IN THE TOP OF A CONCRETE POST.
 PU1383
 PU1383                          STATION RECOVERY (1997)
 PU1383
 PU1383'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1383'MARK NOT FOUND.
 PU1383
 PU1383                          STATION RECOVERY (2011)
 PU1383
 PU1383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1738 ***********************************************************************
 PU1738  DESIGNATION -  B 25
 PU1738  PID         -  PU1738
 PU1738  STATE/COUNTY-  SD/BUTTE
 PU1738  COUNTRY     -  US
 PU1738  USGS QUAD   -  JOLLY (2017)
 PU1738
 PU1738                         *CURRENT SURVEY CONTROL
 PU1738  ______________________________________________________________________
 PU1738* NAD 83(1986) POSITION- 44 37 12.     (N) 103 49 13.     (W)   SCALED
 PU1738* NAVD 88 ORTHO HEIGHT -   949.328 (meters)     3114.59  (feet) ADJUSTED
 PU1738  ______________________________________________________________________
 PU1738  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 PU1738  DYNAMIC HEIGHT  -        949.052 (meters)     3113.68  (feet) COMP
 PU1738  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 PU1738
 PU1738  VERT ORDER      -  FIRST     CLASS II
 PU1738
 PU1738.The horizontal coordinates were scaled from a map and have
 PU1738.an estimated accuracy of +/- 6 seconds.
 PU1738
 PU1738.The orthometric height was determined by differential leveling and
 PU1738.adjusted by the NATIONAL GEODETIC SURVEY
 PU1738.in June 1991.
 PU1738
 PU1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1738.GEOID18 height accuracy estimate available here.
 PU1738
 PU1738.Click photographs - Photos may exist for this station.
 PU1738
 PU1738.The dynamic height is computed by dividing the NAVD 88
 PU1738.geopotential number by the normal gravity value computed on the
 PU1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1738.degrees latitude (g = 980.6199 gals.).
 PU1738
 PU1738.The modeled gravity was interpolated from observed gravity values.
 PU1738
 PU1738;                    North         East    Units  Estimated Accuracy
 PU1738;SPC SD N     -    94,570.      296,920.      MT  (+/- 180 meters Scaled)
 PU1738
 PU1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK935414(NAD 83)
 PU1738
 PU1738                          SUPERSEDED SURVEY CONTROL
 PU1738
 PU1738  NGVD 29 (??/??/92)  948.830  (m)         3112.95   (f) ADJ UNCH    1 2
 PU1738
 PU1738.Superseded values are not recommended for survey control.
 PU1738
 PU1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1738.See file dsdata.pdf to determine how the superseded data were derived.
 PU1738
 PU1738_MARKER: DB = BENCH MARK DISK
 PU1738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1738_SP_SET: BRIDGE
 PU1738_STAMPING: B 25 1934
 PU1738_MARK LOGO: CGS
 PU1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1738
 PU1738  HISTORY     - Date     Condition        Report By
 PU1738  HISTORY     - 1934     MONUMENTED       CGS
 PU1738  HISTORY     - 1962     GOOD             CGS
 PU1738
 PU1738                          STATION DESCRIPTION
 PU1738
 PU1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1738'4 MI SE FROM BELLE FOURCHE.
 PU1738'ABOUT 4.05 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1738'RAILWAY FROM THE STATION AT BELLE FOURCHE, IN SECTION 25, T 8 N,
 PU1738'R 2 E, 2 POLES NORTHWEST OF MILE POST 150, 0.1 MILE SOUTHEAST
 PU1738'OF JOLLY JUNCTION, 4 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PU1738'ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP
 PU1738'OF THE NORTHEAST END OF THE NORTH WEST CONCRETE PIER OF A BRIDGE
 PU1738'OVER THE RED WATER CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0293 ***********************************************************************
 QT0293  DESIGNATION -  B 26
 QT0293  PID         -  QT0293
 QT0293  STATE/COUNTY-  SD/BUTTE
 QT0293  COUNTRY     -  US
 QT0293  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0293
 QT0293                         *CURRENT SURVEY CONTROL
 QT0293  ______________________________________________________________________
 QT0293* NAD 83(1986) POSITION- 45 11 54.     (N) 103 35 22.     (W)   SCALED
 QT0293* NAVD 88 ORTHO HEIGHT -   921.089 (meters)     3021.94  (feet) ADJUSTED
 QT0293  ______________________________________________________________________
 QT0293  GEOID HEIGHT    -        -16.234 (meters)                     GEOID18
 QT0293  DYNAMIC HEIGHT  -        920.886 (meters)     3021.27  (feet) COMP
 QT0293  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 QT0293
 QT0293  VERT ORDER      -  FIRST     CLASS II
 QT0293
 QT0293.The horizontal coordinates were scaled from a map and have
 QT0293.an estimated accuracy of +/- 6 seconds.
 QT0293
 QT0293.The orthometric height was determined by differential leveling and
 QT0293.adjusted by the NATIONAL GEODETIC SURVEY
 QT0293.in June 1991.
 QT0293
 QT0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0293.GEOID18 height accuracy estimate available here.
 QT0293
 QT0293.Click photographs - Photos may exist for this station.
 QT0293
 QT0293.The dynamic height is computed by dividing the NAVD 88
 QT0293.geopotential number by the normal gravity value computed on the
 QT0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0293.degrees latitude (g = 980.6199 gals.).
 QT0293
 QT0293.The modeled gravity was interpolated from observed gravity values.
 QT0293
 QT0293;                    North         East    Units  Estimated Accuracy
 QT0293;SPC SD N     -   157,930.      318,070.      MT  (+/- 180 meters Scaled)
 QT0293
 QT0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL107059(NAD 83)
 QT0293
 QT0293                          SUPERSEDED SURVEY CONTROL
 QT0293
 QT0293  NGVD 29 (??/??/92)  920.596  (m)         3020.32   (f) ADJ UNCH    1 2
 QT0293
 QT0293.Superseded values are not recommended for survey control.
 QT0293
 QT0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0293.See file dsdata.pdf to determine how the superseded data were derived.
 QT0293
 QT0293_MARKER: DB = BENCH MARK DISK
 QT0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0293_STAMPING: B 26 1934
 QT0293_MARK LOGO: CGS
 QT0293_PROJECTION: PROJECTING 9 CENTIMETERS
 QT0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0293+STABILITY: SURFACE MOTION
 QT0293
 QT0293  HISTORY     - Date     Condition        Report By
 QT0293  HISTORY     - 1934     MONUMENTED       CGS
 QT0293  HISTORY     - 1973     GOOD             USGS
 QT0293
 QT0293                          STATION DESCRIPTION
 QT0293
 QT0293'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0293'5 MI S FROM REDIG.
 QT0293'REDIG, 5.0 MI. SOUTH OF ALONG U.S. HWY 85, 2.0 MI WEST ALONG A
 QT0293'BLACK TOP RD. (OLD HWY. 85), ABOUT 38 YARDS SOUTHWEST OF A SMALL
 QT0293'CULVERT, 73 FT. SOUTH OF THE CENTERLINE OF THE RD., A STANDARD
 QT0293'TABLET SET IN THE TOP OF A CONCRETE POST STAMPED B 26 1934 AND
 QT0293'PROJECTING 0.3 FT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0208 ***********************************************************************
 QR0208  DESIGNATION -  B 27
 QR0208  PID         -  QR0208
 QR0208  STATE/COUNTY-  SD/EDMUNDS
 QR0208  COUNTRY     -  US
 QR0208  USGS QUAD   -  ROSCOE NW (2017)
 QR0208
 QR0208                         *CURRENT SURVEY CONTROL
 QR0208  ______________________________________________________________________
 QR0208* NAD 83(1986) POSITION- 45 27 04.     (N) 099 25 44.     (W)   SCALED
 QR0208* NAVD 88 ORTHO HEIGHT -   555.195 (meters)     1821.50  (feet) ADJUSTED
 QR0208  ______________________________________________________________________
 QR0208  GEOID HEIGHT    -        -23.008 (meters)                     GEOID18
 QR0208  DYNAMIC HEIGHT  -        555.137 (meters)     1821.31  (feet) COMP
 QR0208  MODELED GRAVITY -    980,494.1   (mgal)                       NAVD 88
 QR0208
 QR0208  VERT ORDER      -  FIRST     CLASS II
 QR0208
 QR0208.The horizontal coordinates were scaled from a map and have
 QR0208.an estimated accuracy of +/- 6 seconds.
 QR0208
 QR0208.The orthometric height was determined by differential leveling and
 QR0208.adjusted by the NATIONAL GEODETIC SURVEY
 QR0208.in June 1991.
 QR0208
 QR0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0208.GEOID18 height accuracy estimate available here.
 QR0208
 QR0208.Click photographs - Photos may exist for this station.
 QR0208
 QR0208.The dynamic height is computed by dividing the NAVD 88
 QR0208.geopotential number by the normal gravity value computed on the
 QR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0208.degrees latitude (g = 980.6199 gals.).
 QR0208
 QR0208.The modeled gravity was interpolated from observed gravity values.
 QR0208
 QR0208;                    North         East    Units  Estimated Accuracy
 QR0208;SPC SD N     -   179,930.      644,670.      MT  (+/- 180 meters Scaled)
 QR0208
 QR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR664331(NAD 83)
 QR0208
 QR0208                          SUPERSEDED SURVEY CONTROL
 QR0208
 QR0208  NGVD 29 (??/??/92)  554.813  (m)         1820.25   (f) ADJ UNCH    1 2
 QR0208
 QR0208.Superseded values are not recommended for survey control.
 QR0208
 QR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0208.See file dsdata.pdf to determine how the superseded data were derived.
 QR0208
 QR0208_MARKER: DB = BENCH MARK DISK
 QR0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0208_STAMPING: B 27 1934
 QR0208_MARK LOGO: CGS
 QR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0208+STABILITY: SURFACE MOTION
 QR0208
 QR0208  HISTORY     - Date     Condition        Report By
 QR0208  HISTORY     - 1934     MONUMENTED       CGS
 QR0208  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0208
 QR0208                          STATION DESCRIPTION
 QR0208
 QR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0208'4 MI W FROM ROSCOE.
 QR0208'4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0208'RAILROAD FROM ROSCOE, EDMUNDS COUNTY, ABOUT 47 YARDS SOUTH OF
 QR0208'MILEPOST 46, ABOUT 95 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QR0208'AND 12 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QR0208'STAMPED B 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0208
 QR0208                          STATION RECOVERY (1974)
 QR0208
 QR0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0092 ***********************************************************************
 QS0092  DESIGNATION -  B 28
 QS0092  PID         -  QS0092
 QS0092  STATE/COUNTY-  SD/WALWORTH
 QS0092  COUNTRY     -  US
 QS0092  USGS QUAD   -  SELBY SW (2017)
 QS0092
 QS0092                         *CURRENT SURVEY CONTROL
 QS0092  ______________________________________________________________________
 QS0092* NAD 83(1986) POSITION- 45 31 19.     (N) 100 13 59.     (W)   SCALED
 QS0092* NAVD 88 ORTHO HEIGHT -   531.862 (meters)     1744.95  (feet) ADJUSTED
 QS0092  ______________________________________________________________________
 QS0092  GEOID HEIGHT    -        -22.099 (meters)                     GEOID18
 QS0092  DYNAMIC HEIGHT  -        531.808 (meters)     1744.77  (feet) COMP
 QS0092  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 QS0092
 QS0092  VERT ORDER      -  FIRST     CLASS II
 QS0092
 QS0092.The horizontal coordinates were scaled from a map and have
 QS0092.an estimated accuracy of +/- 6 seconds.
 QS0092
 QS0092.The orthometric height was determined by differential leveling and
 QS0092.adjusted by the NATIONAL GEODETIC SURVEY
 QS0092.in June 1991.
 QS0092
 QS0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0092.GEOID18 height accuracy estimate available here.
 QS0092
 QS0092.Click photographs - Photos may exist for this station.
 QS0092
 QS0092.The dynamic height is computed by dividing the NAVD 88
 QS0092.geopotential number by the normal gravity value computed on the
 QS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0092.degrees latitude (g = 980.6199 gals.).
 QS0092
 QS0092.The modeled gravity was interpolated from observed gravity values.
 QS0092
 QS0092;                    North         East    Units  Estimated Accuracy
 QS0092;SPC SD N     -   187,670.      581,790.      MT  (+/- 180 meters Scaled)
 QS0092
 QS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR037416(NAD 83)
 QS0092
 QS0092                          SUPERSEDED SURVEY CONTROL
 QS0092
 QS0092  NGVD 29 (??/??/92)  531.493  (m)         1743.74   (f) ADJ UNCH    1 2
 QS0092
 QS0092.Superseded values are not recommended for survey control.
 QS0092
 QS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0092.See file dsdata.pdf to determine how the superseded data were derived.
 QS0092
 QS0092_MARKER: DB = BENCH MARK DISK
 QS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0092_STAMPING: B 28 1934
 QS0092_MARK LOGO: CGS
 QS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0092+STABILITY: SURFACE MOTION
 QS0092
 QS0092  HISTORY     - Date     Condition        Report By
 QS0092  HISTORY     - 1934     MONUMENTED       CGS
 QS0092  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0092
 QS0092                          STATION DESCRIPTION
 QS0092
 QS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0092'2.4 MI SE FROM GLENHAM.
 QS0092'2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0092'PACIFIC RAILROAD FROM GLENHAM, WALWORTH COUNTY, 33 YARDS SOUTH
 QS0092'OF MILEPOST 87, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE
 QS0092'TRACK, AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QS0092'DISK, STAMPED B 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0092'NOTE-- CHICAGO MILWAUKEE ST. PAUL RAILROAD HAS BEEN MOVED SOUTH
 QS0092'AT THIS POINT, BENCH MARK WOULD BE BELOW ROADBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0048 ***********************************************************************
 QT0048  DESIGNATION -  B 29
 QT0048  PID         -  QT0048
 QT0048  STATE/COUNTY-  SD/PERKINS
 QT0048  COUNTRY     -  US
 QT0048  USGS QUAD   -  COAL SPRINGS NW (2017)
 QT0048
 QT0048                         *CURRENT SURVEY CONTROL
 QT0048  ______________________________________________________________________
 QT0048* NAD 83(1986) POSITION- 45 29 41.     (N) 102 10 14.     (W)   SCALED
 QT0048* NAVD 88 ORTHO HEIGHT -   816.083 (meters)     2677.43  (feet) ADJUSTED
 QT0048  ______________________________________________________________________
 QT0048  GEOID HEIGHT    -        -18.829 (meters)                     GEOID18
 QT0048  DYNAMIC HEIGHT  -        815.957 (meters)     2677.02  (feet) COMP
 QT0048  MODELED GRAVITY -    980,433.9   (mgal)                       NAVD 88
 QT0048
 QT0048  VERT ORDER      -  FIRST     CLASS II
 QT0048
 QT0048.The horizontal coordinates were scaled from a map and have
 QT0048.an estimated accuracy of +/- 6 seconds.
 QT0048
 QT0048.The orthometric height was determined by differential leveling and
 QT0048.adjusted by the NATIONAL GEODETIC SURVEY
 QT0048.in June 1991.
 QT0048
 QT0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0048.GEOID18 height accuracy estimate available here.
 QT0048
 QT0048.Click photographs - Photos may exist for this station.
 QT0048
 QT0048.The dynamic height is computed by dividing the NAVD 88
 QT0048.geopotential number by the normal gravity value computed on the
 QT0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0048.degrees latitude (g = 980.6199 gals.).
 QT0048
 QT0048.The modeled gravity was interpolated from observed gravity values.
 QT0048
 QT0048;                    North         East    Units  Estimated Accuracy
 QT0048;SPC SD N     -   186,900.      430,360.      MT  (+/- 180 meters Scaled)
 QT0048
 QT0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL210418(NAD 83)
 QT0048
 QT0048                          SUPERSEDED SURVEY CONTROL
 QT0048
 QT0048  NGVD 29 (??/??/92)  815.636  (m)         2675.97   (f) ADJ UNCH    1 2
 QT0048
 QT0048.Superseded values are not recommended for survey control.
 QT0048
 QT0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0048.See file dsdata.pdf to determine how the superseded data were derived.
 QT0048
 QT0048_MARKER: DB = BENCH MARK DISK
 QT0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0048_STAMPING: B 29 1934
 QT0048_MARK LOGO: CGS
 QT0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0048+STABILITY: SURFACE MOTION
 QT0048
 QT0048  HISTORY     - Date     Condition        Report By
 QT0048  HISTORY     - 1934     MONUMENTED       CGS
 QT0048  HISTORY     - 1938     GOOD             CGS
 QT0048  HISTORY     - 1941     GOOD             CGS
 QT0048  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0048
 QT0048                          STATION DESCRIPTION
 QT0048
 QT0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0048'4.8 MI SE FROM MEADOW.
 QT0048'2.3 MILES EAST AND 2.5 MILES SOUTH OF MEADOW, ALONG STATE
 QT0048'HIGHWAYS NO. 8 AND NO. 73, 2.5 MILES SOUTH OF THE INTERSECTION
 QT0048'OF STATE HIGHWAYS NO. 8 AND NO. 73, 40 FEET WEST OF THE CENTER
 QT0048'OF THE HIGHWAY, 2.0 FEET WEST OF THE RIGHT OF WAY FENCE LINE.
 QT0048'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 QT0048
 QT0048                          STATION RECOVERY (1941)
 QT0048
 QT0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QT0048'RECOVERED IN GOOD CONDITION.
 QT0048
 QT0048                          STATION RECOVERY (1999)
 QT0048
 QT0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0048'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0370 ***********************************************************************
 QR0370  DESIGNATION -  B 294 RESET
 QR0370  PID         -  QR0370
 QR0370  STATE/COUNTY-  SD/MCPHERSON
 QR0370  COUNTRY     -  US
 QR0370  USGS QUAD   -  EUREKA EAST (2017)
 QR0370
 QR0370                         *CURRENT SURVEY CONTROL
 QR0370  ______________________________________________________________________
 QR0370* NAD 83(1986) POSITION- 45 46 02.     (N) 099 35 21.     (W)   SCALED
 QR0370* NAVD 88 ORTHO HEIGHT -   586.65  (meters)     1924.7   (feet) RESET
 QR0370  ______________________________________________________________________
 QR0370  GEOID HEIGHT    -        -22.784 (meters)                     GEOID18
 QR0370  VERT ORDER      -  THIRD
 QR0370
 QR0370.The horizontal coordinates were scaled from a map and have
 QR0370.an estimated accuracy of +/- 6 seconds.
 QR0370
 QR0370.The orthometric height was computed from unverified reset data.
 QR0370
 QR0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0370.GEOID18 height accuracy estimate available here.
 QR0370
 QR0370.Click photographs - Photos may exist for this station.
 QR0370
 QR0370;                    North         East    Units  Estimated Accuracy
 QR0370;SPC SD N     -   214,990.      631,960.      MT  (+/- 180 meters Scaled)
 QR0370
 QR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR541683(NAD 83)
 QR0370
 QR0370                          SUPERSEDED SURVEY CONTROL
 QR0370
 QR0370.No superseded survey control is available for this station.
 QR0370
 QR0370_MARKER: DB = BENCH MARK DISK
 QR0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0370_STAMPING: B 294 RESET 1948
 QR0370_MARK LOGO: CGS
 QR0370_PROJECTION: PROJECTING 20 CENTIMETERS
 QR0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0370+STABILITY: SURFACE MOTION
 QR0370
 QR0370  HISTORY     - Date     Condition        Report By
 QR0370  HISTORY     - 1948     MONUMENTED       SDHD
 QR0370
 QR0370                          STATION DESCRIPTION
 QR0370
 QR0370'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 QR0370'1.7 MI E FROM EUREKA.
 QR0370'1.7 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QR0370'EUREKA, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL,
 QR0370'15.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  15 FEET WEST
 QR0370'AND 67 FEET NORTH OF THE ABOVE LOCATION, 52 FEET NORTH OF THE
 QR0370'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QR0370'POST PROJECTING 8 INCHES.  A STANDARD DISK, STAMPED B 294 RESET 1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0199 ***********************************************************************
 QS0199  DESIGNATION -  B 295
 QS0199  PID         -  QS0199
 QS0199  STATE/COUNTY-  SD/WALWORTH
 QS0199  COUNTRY     -  US
 QS0199  USGS QUAD   -  AKASKA NE (2017)
 QS0199
 QS0199                         *CURRENT SURVEY CONTROL
 QS0199  ______________________________________________________________________
 QS0199* NAD 83(1986) POSITION- 45 23 28.     (N) 100 00 41.     (W)   SCALED
 QS0199* NAVD 88 ORTHO HEIGHT -   628.837 (meters)     2063.11  (feet) ADJUSTED
 QS0199  ______________________________________________________________________
 QS0199  GEOID HEIGHT    -        -22.233 (meters)                     GEOID18
 QS0199  DYNAMIC HEIGHT  -        628.769 (meters)     2062.89  (feet) COMP
 QS0199  MODELED GRAVITY -    980,487.1   (mgal)                       NAVD 88
 QS0199
 QS0199  VERT ORDER      -  SECOND    CLASS 0
 QS0199
 QS0199.The horizontal coordinates were scaled from a map and have
 QS0199.an estimated accuracy of +/- 6 seconds.
 QS0199
 QS0199.The orthometric height was determined by differential leveling and
 QS0199.adjusted by the NATIONAL GEODETIC SURVEY
 QS0199.in June 1991.
 QS0199
 QS0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0199.GEOID18 height accuracy estimate available here.
 QS0199
 QS0199.Click photographs - Photos may exist for this station.
 QS0199
 QS0199.The dynamic height is computed by dividing the NAVD 88
 QS0199.geopotential number by the normal gravity value computed on the
 QS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0199.degrees latitude (g = 980.6199 gals.).
 QS0199
 QS0199.The modeled gravity was interpolated from observed gravity values.
 QS0199
 QS0199;                    North         East    Units  Estimated Accuracy
 QS0199;SPC SD N     -   173,110.      599,110.      MT  (+/- 180 meters Scaled)
 QS0199
 QS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR208268(NAD 83)
 QS0199
 QS0199                          SUPERSEDED SURVEY CONTROL
 QS0199
 QS0199  NGVD 29 (??/??/92)  628.463  (m)         2061.88   (f) ADJ UNCH    2 0
 QS0199
 QS0199.Superseded values are not recommended for survey control.
 QS0199
 QS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0199.See file dsdata.pdf to determine how the superseded data were derived.
 QS0199
 QS0199_MARKER: DB = BENCH MARK DISK
 QS0199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0199_SP_SET: CULVERT HEADWALL
 QS0199_STAMPING: B 295 1940
 QS0199_MARK LOGO: CGS
 QS0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0199+STABILITY: SURFACE MOTION
 QS0199
 QS0199  HISTORY     - Date     Condition        Report By
 QS0199  HISTORY     - 1940     MONUMENTED       CGS
 QS0199  HISTORY     - 1941     GOOD             CGS
 QS0199  HISTORY     - 1968     MARK NOT FOUND   USGS
 QS0199
 QS0199                          STATION DESCRIPTION
 QS0199
 QS0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QS0199'9.5 MI S FROM SELBY.
 QS0199'9.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0199'SELBY, WALWORTH COUNTY, AT A CULVERT, IN THE TOP OF THE EAST
 QS0199'END OF THE SOUTH CONCRETE HEADWALL, 19 FEET SOUTH OF THE
 QS0199'CENTERLINE OF THE HIGHWAY, AND 1.6 FEET WEST OF A WHITE WOODEN
 QS0199'WITNESS POST.  A STANDARD DISK, STAMPED B 295 1940.
 QS0199
 QS0199                          STATION RECOVERY (1968)
 QS0199
 QS0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QS0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0313 ***********************************************************************
 PS0313  DESIGNATION -  B 296
 PS0313  PID         -  PS0313
 PS0313  STATE/COUNTY-  SD/HYDE
 PS0313  COUNTRY     -  US
 PS0313  USGS QUAD   -  RICE LAKE (2017)
 PS0313
 PS0313                         *CURRENT SURVEY CONTROL
 PS0313  ______________________________________________________________________
 PS0313* NAD 83(1986) POSITION- 44 47 37.     (N) 099 27 00.     (W)   SCALED
 PS0313* NAVD 88 ORTHO HEIGHT -   549.133 (meters)     1801.61  (feet) ADJUSTED
 PS0313  ______________________________________________________________________
 PS0313  GEOID HEIGHT    -        -23.134 (meters)                     GEOID18
 PS0313  DYNAMIC HEIGHT  -        549.055 (meters)     1801.36  (feet) COMP
 PS0313  MODELED GRAVITY -    980,457.3   (mgal)                       NAVD 88
 PS0313
 PS0313  VERT ORDER      -  SECOND    CLASS 0
 PS0313
 PS0313.The horizontal coordinates were scaled from a map and have
 PS0313.an estimated accuracy of +/- 6 seconds.
 PS0313
 PS0313.The orthometric height was determined by differential leveling and
 PS0313.adjusted by the NATIONAL GEODETIC SURVEY
 PS0313.in June 1991.
 PS0313
 PS0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0313.GEOID18 height accuracy estimate available here.
 PS0313
 PS0313.Click photographs - Photos may exist for this station.
 PS0313
 PS0313.The dynamic height is computed by dividing the NAVD 88
 PS0313.geopotential number by the normal gravity value computed on the
 PS0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0313.degrees latitude (g = 980.6199 gals.).
 PS0313
 PS0313.The modeled gravity was interpolated from observed gravity values.
 PS0313
 PS0313;                    North         East    Units  Estimated Accuracy
 PS0313;SPC SD N     -   106,860.      643,520.      MT  (+/- 180 meters Scaled)
 PS0313
 PS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ644601(NAD 83)
 PS0313
 PS0313                          SUPERSEDED SURVEY CONTROL
 PS0313
 PS0313  NGVD 29 (??/??/92)  548.787  (m)         1800.48   (f) ADJ UNCH    2 0
 PS0313
 PS0313.Superseded values are not recommended for survey control.
 PS0313
 PS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0313.See file dsdata.pdf to determine how the superseded data were derived.
 PS0313
 PS0313_MARKER: DB = BENCH MARK DISK
 PS0313_SETTING: 80 = SET IN A BOULDER
 PS0313_STAMPING: B 296 1940
 PS0313_MARK LOGO: CGS
 PS0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0313+STABILITY: SURFACE MOTION
 PS0313
 PS0313  HISTORY     - Date     Condition        Report By
 PS0313  HISTORY     - 1940     MONUMENTED       CGS
 PS0313  HISTORY     - 1984     MARK NOT FOUND   NGS
 PS0313
 PS0313                          STATION DESCRIPTION
 PS0313
 PS0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0313'19.4 MI N FROM HIGHMORE.
 PS0313'19.4 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0313'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, 0.1 MILE
 PS0313'SOUTH OF THE INTERSECTION OF A SECTION-LINE ROAD, 57.5 FEET EAST
 PS0313'OF THE CENTERLINE OF THE SENECA ROAD, IN THE TOP OF A LARGE
 PS0313'GRANITE BOULDER, 1.3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 PS0313'AND ABOUT 5 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 PS0313'B 296 1940.
 PS0313
 PS0313                          STATION RECOVERY (1984)
 PS0313
 PS0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0208 ***********************************************************************
 OR0208  DESIGNATION -  B 297
 OR0208  PID         -  OR0208
 OR0208  STATE/COUNTY-  SD/CHARLES MIX
 OR0208  COUNTRY     -  US
 OR0208  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0208
 OR0208                         *CURRENT SURVEY CONTROL
 OR0208  ______________________________________________________________________
 OR0208* NAD 83(1986) POSITION- 43 09 13.     (N) 098 46 04.     (W)   SCALED
 OR0208* NAVD 88 ORTHO HEIGHT -   393.617 (meters)     1291.39  (feet) ADJUSTED
 OR0208  ______________________________________________________________________
 OR0208  GEOID HEIGHT    -        -26.320 (meters)                     GEOID18
 OR0208  DYNAMIC HEIGHT  -        393.479 (meters)     1290.94  (feet) COMP
 OR0208  MODELED GRAVITY -    980,260.6   (mgal)                       NAVD 88
 OR0208
 OR0208  VERT ORDER      -  FIRST     CLASS II
 OR0208
 OR0208.The horizontal coordinates were scaled from a map and have
 OR0208.an estimated accuracy of +/- 6 seconds.
 OR0208
 OR0208.The orthometric height was determined by differential leveling and
 OR0208.adjusted by the NATIONAL GEODETIC SURVEY
 OR0208.in June 1991.
 OR0208
 OR0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0208.GEOID18 height accuracy estimate available here.
 OR0208
 OR0208.Click photographs - Photos may exist for this station.
 OR0208
 OR0208.The dynamic height is computed by dividing the NAVD 88
 OR0208.geopotential number by the normal gravity value computed on the
 OR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0208.degrees latitude (g = 980.6199 gals.).
 OR0208
 OR0208.The modeled gravity was interpolated from observed gravity values.
 OR0208
 OR0208;                    North         East    Units  Estimated Accuracy
 OR0208;SPC SD S     -    92,330.      727,320.      MT  (+/- 180 meters Scaled)
 OR0208
 OR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN188778(NAD 83)
 OR0208
 OR0208                          SUPERSEDED SURVEY CONTROL
 OR0208
 OR0208  NGVD 29 (??/??/92)  393.292  (m)         1290.33   (f) ADJ UNCH    1 2
 OR0208
 OR0208.Superseded values are not recommended for survey control.
 OR0208
 OR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0208.See file dsdata.pdf to determine how the superseded data were derived.
 OR0208
 OR0208_MARKER: DB = BENCH MARK DISK
 OR0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0208_SP_SET: CULVERT HEADWALL
 OR0208_STAMPING: B 297 1940
 OR0208_MARK LOGO: CGS
 OR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0208+STABILITY: SURFACE MOTION
 OR0208
 OR0208  HISTORY     - Date     Condition        Report By
 OR0208  HISTORY     - 1940     MONUMENTED       CGS
 OR0208  HISTORY     - 1949     GOOD             CGS
 OR0208  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0208
 OR0208                          STATION DESCRIPTION
 OR0208
 OR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0208'2.6 MI E FROM WHEELER.
 OR0208'ABOUT 2.7 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0208'OF U.S. HIGHWAY 281 AT WHEELER, CHARLES MIX COUNTY, AT THE
 OR0208'JUNCTION OF A ROAD LEADING SOUTH, 35.5 FEET WEST OF THE CENTER
 OR0208'LINE OF THE ROAD, 21.0 FEET SOUTH OF THE CENTER LINE OF THE
 OR0208'HIGHWAY, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST END OF
 OR0208'THE SOUTH HEAD WALL, 1.8 FEET EAST OF A WHITE REFERENCE POST,
 OR0208'AND ABOUT 2.3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 OR0208'STAMPED B 297 1940.  NOTE-- IT IS REPORTED THAT WHEN FORT RANDALL
 OR0208'DAM IS COMPLETED THE PRESENT SITE OF THE HIGHWAY AT THE LOCATION
 OR0208'OF THIS BENCH MARK WILL BE UNDER WATER.
 OR0208
 OR0208                          STATION RECOVERY (2013)
 OR0208
 OR0208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0441 ***********************************************************************
 QS0441  DESIGNATION -  B 298
 QS0441  PID         -  QS0441
 QS0441  STATE/COUNTY-  SD/CORSON
 QS0441  COUNTRY     -  US
 QS0441  USGS QUAD   -  MCINTOSH (2017)
 QS0441
 QS0441                         *CURRENT SURVEY CONTROL
 QS0441  ______________________________________________________________________
 QS0441* NAD 83(1986) POSITION- 45 56 18.     (N) 101 16 22.     (W)   SCALED
 QS0441* NAVD 88 ORTHO HEIGHT -   678.793 (meters)     2227.01  (feet) ADJUSTED
 QS0441  ______________________________________________________________________
 QS0441  GEOID HEIGHT    -        -20.537 (meters)                     GEOID18
 QS0441  DYNAMIC HEIGHT  -        678.730 (meters)     2226.80  (feet) COMP
 QS0441  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 QS0441
 QS0441  VERT ORDER      -  SECOND    CLASS 0
 QS0441
 QS0441.The horizontal coordinates were scaled from a map and have
 QS0441.an estimated accuracy of +/- 6 seconds.
 QS0441
 QS0441.The orthometric height was determined by differential leveling and
 QS0441.adjusted by the NATIONAL GEODETIC SURVEY
 QS0441.in June 1991.
 QS0441
 QS0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0441.GEOID18 height accuracy estimate available here.
 QS0441
 QS0441.Click photographs - Photos may exist for this station.
 QS0441
 QS0441.The dynamic height is computed by dividing the NAVD 88
 QS0441.geopotential number by the normal gravity value computed on the
 QS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0441.degrees latitude (g = 980.6199 gals.).
 QS0441
 QS0441.The modeled gravity was interpolated from observed gravity values.
 QS0441
 QS0441;                    North         East    Units  Estimated Accuracy
 QS0441;SPC SD N     -   234,700.      501,300.      MT  (+/- 180 meters Scaled)
 QS0441
 QS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR238897(NAD 83)
 QS0441
 QS0441                          SUPERSEDED SURVEY CONTROL
 QS0441
 QS0441  NGVD 29 (??/??/92)  678.303  (m)         2225.40   (f) ADJ UNCH    2 0
 QS0441
 QS0441.Superseded values are not recommended for survey control.
 QS0441
 QS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0441.See file dsdata.pdf to determine how the superseded data were derived.
 QS0441
 QS0441_MARKER: DB = BENCH MARK DISK
 QS0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0441_STAMPING: B 298 1940
 QS0441_MARK LOGO: CGS
 QS0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0441+STABILITY: SURFACE MOTION
 QS0441
 QS0441  HISTORY     - Date     Condition        Report By
 QS0441  HISTORY     - 1940     MONUMENTED       CGS
 QS0441  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0441
 QS0441                          STATION DESCRIPTION
 QS0441
 QS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0441'3 MI W FROM TATANKA.
 QS0441'3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0441'RAILROAD FROM THE STATION AT TATANKA, CORSON COUNTY, ABOUT 23
 QS0441'POLES WEST OF MILEPOST 859, 75 FEET SOUTH OF THE CENTER LINE OF
 QS0441'THE TRACK, 3 FEET WEST OF A POINT 3 FEET NORTH OF A RIGHT-OF-WAY
 QS0441'CORNER FENCE POST, AND 1 FOOT EAST OF A WHITE REFERENCE POST
 QS0441'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED B 298 1940 AND SET
 QS0441'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 QS0441'GROUND.
 QS0441
 QS0441                          STATION RECOVERY (1985)
 QS0441
 QS0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0441'NOT RECOVERED.  INACCESSIBLE BY TRUCK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0309 ***********************************************************************
 OQ0309  DESIGNATION -  B 3
 OQ0309  PID         -  OQ0309
 OQ0309  STATE/COUNTY-  SD/MINNEHAHA
 OQ0309  COUNTRY     -  US
 OQ0309  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0309
 OQ0309                         *CURRENT SURVEY CONTROL
 OQ0309  ______________________________________________________________________
 OQ0309* NAD 83(1986) POSITION- 43 48 16.     (N) 096 43 49.     (W)   SCALED
 OQ0309* NAVD 88 ORTHO HEIGHT -   450.093 (meters)     1476.68  (feet) ADJUSTED
 OQ0309  ______________________________________________________________________
 OQ0309  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 OQ0309  DYNAMIC HEIGHT  -        449.987 (meters)     1476.33  (feet) COMP
 OQ0309  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 OQ0309
 OQ0309  VERT ORDER      -  FIRST     CLASS II
 OQ0309
 OQ0309.The horizontal coordinates were scaled from a map and have
 OQ0309.an estimated accuracy of +/- 6 seconds.
 OQ0309
 OQ0309.The orthometric height was determined by differential leveling and
 OQ0309.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0309.in June 1991.
 OQ0309
 OQ0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0309.GEOID18 height accuracy estimate available here.
 OQ0309
 OQ0309.Click photographs - Photos may exist for this station.
 OQ0309
 OQ0309.The dynamic height is computed by dividing the NAVD 88
 OQ0309.geopotential number by the normal gravity value computed on the
 OQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0309.degrees latitude (g = 980.6199 gals.).
 OQ0309
 OQ0309.The modeled gravity was interpolated from observed gravity values.
 OQ0309
 OQ0309;                    North         East    Units  Estimated Accuracy
 OQ0309;SPC SD S     -   169,720.      889,820.      MT  (+/- 180 meters Scaled)
 OQ0309
 OQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP825526(NAD 83)
 OQ0309
 OQ0309                          SUPERSEDED SURVEY CONTROL
 OQ0309
 OQ0309  NGVD 29 (??/??/92)  449.819  (m)         1475.78   (f) ADJ UNCH    1 2
 OQ0309
 OQ0309.Superseded values are not recommended for survey control.
 OQ0309
 OQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0309.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0309
 OQ0309_MARKER: P = PIPE CAP
 OQ0309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0309_STAMPING: ELEV 1475 850 FT
 OQ0309_MARK LOGO: CGS
 OQ0309_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0309
 OQ0309  HISTORY     - Date     Condition        Report By
 OQ0309  HISTORY     - 1905     MONUMENTED       CGS
 OQ0309  HISTORY     - 1949     GOOD             CGS
 OQ0309
 OQ0309                          STATION DESCRIPTION
 OQ0309
 OQ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0309'1.9 MI SW FROM DELL RAPIDS.
 OQ0309'1.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0309'PACIFIC RAILROAD FROM THE STATION AT DELL RAPIDS, AT A ROAD
 OQ0309'CROSSING, 44.0 FEET WEST OF THE WEST RAIL, 29.0 FEET SOUTH OF THE
 OQ0309'CENTER LINE OF THE ROAD, 11.5 FEET SOUTH OF A FENCE CORNER, 1.7
 OQ0309'FEET EAST OF A NORTH AND SOUTH FENCE, A 3 INCH BRONZE BENCH MARK
 OQ0309'CAP SCREWED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.2 FOOT
 OQ0309'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0548 ***********************************************************************
 PU0548  DESIGNATION -  B 3 U
 PU0548  PID         -  PU0548
 PU0548  STATE/COUNTY-  SD/PENNINGTON
 PU0548  COUNTRY     -  US
 PU0548  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0548
 PU0548                         *CURRENT SURVEY CONTROL
 PU0548  ______________________________________________________________________
 PU0548* NAD 83(1986) POSITION- 44 07 12.     (N) 102 06 12.     (W)   SCALED
 PU0548* NAVD 88 ORTHO HEIGHT -   889.376 (meters)     2917.89  (feet) ADJUSTED
 PU0548  ______________________________________________________________________
 PU0548  GEOID HEIGHT    -        -19.477 (meters)                     GEOID18
 PU0548  DYNAMIC HEIGHT  -        889.120 (meters)     2917.05  (feet) COMP
 PU0548  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU0548
 PU0548  VERT ORDER      -  SECOND    CLASS 0
 PU0548
 PU0548.The horizontal coordinates were scaled from a map and have
 PU0548.an estimated accuracy of +/- 6 seconds.
 PU0548
 PU0548.The orthometric height was determined by differential leveling and
 PU0548.adjusted by the NATIONAL GEODETIC SURVEY
 PU0548.in June 1991.
 PU0548
 PU0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0548.GEOID18 height accuracy estimate available here.
 PU0548
 PU0548.Click photographs - Photos may exist for this station.
 PU0548
 PU0548.The dynamic height is computed by dividing the NAVD 88
 PU0548.geopotential number by the normal gravity value computed on the
 PU0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0548.degrees latitude (g = 980.6199 gals.).
 PU0548
 PU0548.The modeled gravity was interpolated from observed gravity values.
 PU0548
 PU0548;                    North         East    Units  Estimated Accuracy
 PU0548;SPC SD S     -   200,000.      458,340.      MT  (+/- 180 meters Scaled)
 PU0548
 PU0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ317892(NAD 83)
 PU0548
 PU0548                          SUPERSEDED SURVEY CONTROL
 PU0548
 PU0548  NGVD 29 (??/??/92)  888.93   (m)         2916.4    (f) COMPUTED    2 0
 PU0548
 PU0548.Superseded values are not recommended for survey control.
 PU0548
 PU0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0548.See file dsdata.pdf to determine how the superseded data were derived.
 PU0548
 PU0548_MARKER: DS = TRIANGULATION STATION DISK
 PU0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0548_STAMPING: B 3 U 1961
 PU0548_MARK LOGO: CGS
 PU0548_PROJECTION: FLUSH
 PU0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0548+STABILITY: SURFACE MOTION
 PU0548
 PU0548  HISTORY     - Date     Condition        Report By
 PU0548  HISTORY     - 1961     MONUMENTED       CGS
 PU0548  HISTORY     - 1962     GOOD             CGS
 PU0548
 PU0548                          STATION DESCRIPTION
 PU0548
 PU0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0548'11.2 MI NE FROM QUINN.
 PU0548'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0548'AT QUINN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0548'0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.35 MILE EAST
 PU0548'ALONG THE NORTH SIDE OF A FENCE AND THE SOUTH SIDE OF A ROW
 PU0548'OF POWER POLES, THENCE 0.25 MILE SOUTH-SOUTHEAST ACROSS COUNTRY
 PU0548'TO A GATE IN A FENCE CORNER, THENCE 0.25 MILE SOUTHEAST ALONG
 PU0548'THE SOUTHWEST SIDE OF A FENCE TO THE CREST OF A SMALL HILL,
 PU0548'0.3 MILE NORTHEAST OF A SMALL DAM IN THE BOTTOM OF A RAVINE,
 PU0548'78.6 FEET NORTHWEST OF B 3 U NO 1, 50.2 FEET NORTH-NORTHEAST
 PU0548'OF B 3 U NO 2, 4.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST,
 PU0548'3.5 FEET SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PU0548'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0544 ***********************************************************************
 PU0544  DESIGNATION -  B 3 U AZ MK
 PU0544  PID         -  PU0544
 PU0544  STATE/COUNTY-  SD/PENNINGTON
 PU0544  COUNTRY     -  US
 PU0544  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0544
 PU0544                         *CURRENT SURVEY CONTROL
 PU0544  ______________________________________________________________________
 PU0544* NAD 83(1986) POSITION- 44 07 29.     (N) 102 06 44.     (W)   SCALED
 PU0544* NAVD 88 ORTHO HEIGHT -   887.537 (meters)     2911.86  (feet) ADJUSTED
 PU0544  ______________________________________________________________________
 PU0544  GEOID HEIGHT    -        -19.446 (meters)                     GEOID18
 PU0544  DYNAMIC HEIGHT  -        887.281 (meters)     2911.02  (feet) COMP
 PU0544  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 PU0544
 PU0544  VERT ORDER      -  SECOND    CLASS 0
 PU0544
 PU0544.The horizontal coordinates were scaled from a map and have
 PU0544.an estimated accuracy of +/- 6 seconds.
 PU0544
 PU0544.The orthometric height was determined by differential leveling and
 PU0544.adjusted by the NATIONAL GEODETIC SURVEY
 PU0544.in June 1991.
 PU0544
 PU0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0544.GEOID18 height accuracy estimate available here.
 PU0544
 PU0544.Click photographs - Photos may exist for this station.
 PU0544
 PU0544.The dynamic height is computed by dividing the NAVD 88
 PU0544.geopotential number by the normal gravity value computed on the
 PU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0544.degrees latitude (g = 980.6199 gals.).
 PU0544
 PU0544.The modeled gravity was interpolated from observed gravity values.
 PU0544
 PU0544;                    North         East    Units  Estimated Accuracy
 PU0544;SPC SD S     -   200,540.      457,640.      MT  (+/- 180 meters Scaled)
 PU0544
 PU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ310897(NAD 83)
 PU0544
 PU0544                          SUPERSEDED SURVEY CONTROL
 PU0544
 PU0544  NGVD 29 (??/??/92)  887.08   (m)         2910.4    (f) COMPUTED    2 0
 PU0544
 PU0544.Superseded values are not recommended for survey control.
 PU0544
 PU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0544.See file dsdata.pdf to determine how the superseded data were derived.
 PU0544
 PU0544_MARKER: DZ = AZIMUTH MARK DISK
 PU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0544_STAMPING: B 3 U 1961
 PU0544_MARK LOGO: CGS
 PU0544_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0544+STABILITY: SURFACE MOTION
 PU0544
 PU0544  HISTORY     - Date     Condition        Report By
 PU0544  HISTORY     - 1961     MONUMENTED       CGS
 PU0544  HISTORY     - 1962     GOOD             CGS
 PU0544
 PU0544                          STATION DESCRIPTION
 PU0544
 PU0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0544'10.4 MI NE FROM QUINN.
 PU0544'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0544'AT QUINN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0544'0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ALONG
 PU0544'THE NORTH SIDE OF A FENCE, 195 FEET EAST OF A FENCE CORNER
 PU0544'POST, 34 FEET SOUTH OF A ROW OF POWER POLES, 1.3 FEET NORTH OF
 PU0544'A FENCE, 4.1 FEET EAST-NORTHEAST OF A METAL WITNESS POST, AND
 PU0544'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0549 ***********************************************************************
 PU0549  DESIGNATION -  B 3 U RM 1
 PU0549  PID         -  PU0549
 PU0549  STATE/COUNTY-  SD/PENNINGTON
 PU0549  COUNTRY     -  US
 PU0549  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0549
 PU0549                         *CURRENT SURVEY CONTROL
 PU0549  ______________________________________________________________________
 PU0549* NAD 83(1986) POSITION- 44 07 11.     (N) 102 06 11.     (W)   SCALED
 PU0549* NAVD 88 ORTHO HEIGHT -   889.208 (meters)     2917.34  (feet) ADJUSTED
 PU0549  ______________________________________________________________________
 PU0549  GEOID HEIGHT    -        -19.478 (meters)                     GEOID18
 PU0549  DYNAMIC HEIGHT  -        888.952 (meters)     2916.50  (feet) COMP
 PU0549  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU0549
 PU0549  VERT ORDER      -  SECOND    CLASS 0
 PU0549
 PU0549.The horizontal coordinates were scaled from a map and have
 PU0549.an estimated accuracy of +/- 6 seconds.
 PU0549
 PU0549.The orthometric height was determined by differential leveling and
 PU0549.adjusted by the NATIONAL GEODETIC SURVEY
 PU0549.in June 1991.
 PU0549
 PU0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0549.GEOID18 height accuracy estimate available here.
 PU0549
 PU0549.Click photographs - Photos may exist for this station.
 PU0549
 PU0549.The dynamic height is computed by dividing the NAVD 88
 PU0549.geopotential number by the normal gravity value computed on the
 PU0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0549.degrees latitude (g = 980.6199 gals.).
 PU0549
 PU0549.The modeled gravity was interpolated from observed gravity values.
 PU0549
 PU0549;                    North         East    Units  Estimated Accuracy
 PU0549;SPC SD S     -   199,970.      458,360.      MT  (+/- 180 meters Scaled)
 PU0549
 PU0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ317892(NAD 83)
 PU0549
 PU0549                          SUPERSEDED SURVEY CONTROL
 PU0549
 PU0549  NGVD 29 (??/??/92)  888.76   (m)         2915.9    (f) COMPUTED    2 0
 PU0549
 PU0549.Superseded values are not recommended for survey control.
 PU0549
 PU0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0549.See file dsdata.pdf to determine how the superseded data were derived.
 PU0549
 PU0549_MARKER: DR = REFERENCE MARK DISK
 PU0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0549_STAMPING: B 3 U NO 1 1961
 PU0549_MARK LOGO: CGS
 PU0549_PROJECTION: FLUSH
 PU0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0549+STABILITY: SURFACE MOTION
 PU0549
 PU0549  HISTORY     - Date     Condition        Report By
 PU0549  HISTORY     - 1961     MONUMENTED       CGS
 PU0549  HISTORY     - 1962     GOOD             CGS
 PU0549
 PU0549                          STATION DESCRIPTION
 PU0549
 PU0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0549'11.2 MI NE FROM QUINN.
 PU0549'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0549'AT QUINN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0549'0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.35 MILE EAST
 PU0549'ALONG THE NORTH SIDE OF A FENCE AND THE SOUTH SIDE OF A ROW
 PU0549'OF POWER POLES, THENCE 0.25 MILE SOUTH-SOUTHEAST ACROSS COUNTRY
 PU0549'TO A GATE IN A FENCE CORNER, THENCE 0.25 MILE SOUTHEAST ALONG
 PU0549'THE SOUTHWEST SIDE OF A FENCE TO THE CREST OF A HILL, 0.3 MILE
 PU0549'NORTHEAST OF A SMALL DAM IN THE BOTTOM OF A RAVINE, 78.6 FEET
 PU0549'SOUTHEAST OF B 3 U 1961, 82 FEET SOUTHEAST OF A METAL WITNESS
 PU0549'POST, 1.0 FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A
 PU0549'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0550 ***********************************************************************
 PU0550  DESIGNATION -  B 3 U RM 2
 PU0550  PID         -  PU0550
 PU0550  STATE/COUNTY-  SD/PENNINGTON
 PU0550  COUNTRY     -  US
 PU0550  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0550
 PU0550                         *CURRENT SURVEY CONTROL
 PU0550  ______________________________________________________________________
 PU0550* NAD 83(1986) POSITION- 44 07 11.     (N) 102 06 12.     (W)   SCALED
 PU0550* NAVD 88 ORTHO HEIGHT -   889.223 (meters)     2917.39  (feet) ADJUSTED
 PU0550  ______________________________________________________________________
 PU0550  GEOID HEIGHT    -        -19.477 (meters)                     GEOID18
 PU0550  DYNAMIC HEIGHT  -        888.967 (meters)     2916.55  (feet) COMP
 PU0550  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU0550
 PU0550  VERT ORDER      -  SECOND    CLASS 0
 PU0550
 PU0550.The horizontal coordinates were scaled from a map and have
 PU0550.an estimated accuracy of +/- 6 seconds.
 PU0550
 PU0550.The orthometric height was determined by differential leveling and
 PU0550.adjusted by the NATIONAL GEODETIC SURVEY
 PU0550.in June 1991.
 PU0550
 PU0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0550.GEOID18 height accuracy estimate available here.
 PU0550
 PU0550.Click photographs - Photos may exist for this station.
 PU0550
 PU0550.The dynamic height is computed by dividing the NAVD 88
 PU0550.geopotential number by the normal gravity value computed on the
 PU0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0550.degrees latitude (g = 980.6199 gals.).
 PU0550
 PU0550.The modeled gravity was interpolated from observed gravity values.
 PU0550
 PU0550;                    North         East    Units  Estimated Accuracy
 PU0550;SPC SD S     -   199,970.      458,340.      MT  (+/- 180 meters Scaled)
 PU0550
 PU0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ317892(NAD 83)
 PU0550
 PU0550                          SUPERSEDED SURVEY CONTROL
 PU0550
 PU0550  NGVD 29 (??/??/92)  888.78   (m)         2915.9    (f) COMPUTED    2 0
 PU0550
 PU0550.Superseded values are not recommended for survey control.
 PU0550
 PU0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0550.See file dsdata.pdf to determine how the superseded data were derived.
 PU0550
 PU0550_MARKER: DR = REFERENCE MARK DISK
 PU0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0550_STAMPING: B 3 U NO 2 1962
 PU0550_MARK LOGO: CGS
 PU0550_PROJECTION: FLUSH
 PU0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0550+STABILITY: SURFACE MOTION
 PU0550
 PU0550  HISTORY     - Date     Condition        Report By
 PU0550  HISTORY     - 1962     MONUMENTED       CGS
 PU0550
 PU0550                          STATION DESCRIPTION
 PU0550
 PU0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0550'11.2 MI NE FROM QUINN.
 PU0550'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0550'AT QUINN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0550'0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.35 MILE EAST
 PU0550'ALONG THE NORTH SIDE OF A FENCE AND THE SOUTH SIDE OF A ROW
 PU0550'OF POWER POLES, THENCE 0.25 MILE SOUTH-SOUTHEAST ACROSS COUNTRY
 PU0550'TO A GATE IN A FENCE CORNER, THENCE 0.25 MILE SOUTHEAST ALONG
 PU0550'THE SOUTHWEST SIDE OF A FENCE TO THE CREST OF A HILL, 0.3 MILE
 PU0550'NORTHEAST OF A SMALL DAM IN THE BOTTOM OF A RAVINE, 50.2 FEET
 PU0550'SOUTH-SOUTHWEST OF B 3 U 1961, 53.5 FEET SOUTHWEST OF A FENCE
 PU0550'LINE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 PU0550'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0545 ***********************************************************************
 PU0545  DESIGNATION -  B 3 V
 PU0545  PID         -  PU0545
 PU0545  STATE/COUNTY-  SD/PENNINGTON
 PU0545  COUNTRY     -  US
 PU0545  USGS QUAD   -  HORSE TOOTH (2017)
 PU0545
 PU0545                         *CURRENT SURVEY CONTROL
 PU0545  ______________________________________________________________________
 PU0545* NAD 83(1986) POSITION- 44 07 39.     (N) 102 06 18.     (W)   SCALED
 PU0545* NAVD 88 ORTHO HEIGHT -   886.509 (meters)     2908.49  (feet) ADJUSTED
 PU0545  ______________________________________________________________________
 PU0545  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 PU0545  DYNAMIC HEIGHT  -        886.253 (meters)     2907.65  (feet) COMP
 PU0545  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 PU0545
 PU0545  VERT ORDER      -  SECOND    CLASS 0
 PU0545
 PU0545.The horizontal coordinates were scaled from a map and have
 PU0545.an estimated accuracy of +/- 6 seconds.
 PU0545
 PU0545.The orthometric height was determined by differential leveling and
 PU0545.adjusted by the NATIONAL GEODETIC SURVEY
 PU0545.in June 1991.
 PU0545
 PU0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0545.GEOID18 height accuracy estimate available here.
 PU0545
 PU0545.Click photographs - Photos may exist for this station.
 PU0545
 PU0545.The dynamic height is computed by dividing the NAVD 88
 PU0545.geopotential number by the normal gravity value computed on the
 PU0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0545.degrees latitude (g = 980.6199 gals.).
 PU0545
 PU0545.The modeled gravity was interpolated from observed gravity values.
 PU0545
 PU0545;                    North         East    Units  Estimated Accuracy
 PU0545;SPC SD S     -   200,830.      458,220.      MT  (+/- 180 meters Scaled)
 PU0545
 PU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ316901(NAD 83)
 PU0545
 PU0545                          SUPERSEDED SURVEY CONTROL
 PU0545
 PU0545  NGVD 29 (??/??/92)  886.06   (m)         2907.0    (f) COMPUTED    2 0
 PU0545
 PU0545.Superseded values are not recommended for survey control.
 PU0545
 PU0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0545.See file dsdata.pdf to determine how the superseded data were derived.
 PU0545
 PU0545_MARKER: DS = TRIANGULATION STATION DISK
 PU0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0545_STAMPING: B 3 V 1961
 PU0545_MARK LOGO: CGS
 PU0545_PROJECTION: FLUSH
 PU0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0545+STABILITY: SURFACE MOTION
 PU0545
 PU0545  HISTORY     - Date     Condition        Report By
 PU0545  HISTORY     - 1961     MONUMENTED       CGS
 PU0545  HISTORY     - 1962     GOOD             CGS
 PU0545
 PU0545                          STATION DESCRIPTION
 PU0545
 PU0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0545'11 MI NE FROM QUINN.
 PU0545'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0545'AT QUINN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0545'0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.35 MILE EAST ALONG
 PU0545'THE NORTH SIDE OF A FENCE AND THE SOUTH SIDE OF A ROW OF POWER
 PU0545'POLES, THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY TO THE CREST
 PU0545'OF A HILL, 110.3 FEET WEST-SOUTHWEST OF B 3 V NO 1, 74.8 FEET
 PU0545'NORTH OF B 3 V NO 2, ABOUT 0.15 MILE NORTHEAST OF A SMALL STOCK
 PU0545'POND, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0545'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0547 ***********************************************************************
 PU0547  DESIGNATION -  B 3 V RM 1
 PU0547  PID         -  PU0547
 PU0547  STATE/COUNTY-  SD/PENNINGTON
 PU0547  COUNTRY     -  US
 PU0547  USGS QUAD   -  HORSE TOOTH (2017)
 PU0547
 PU0547                         *CURRENT SURVEY CONTROL
 PU0547  ______________________________________________________________________
 PU0547* NAD 83(1986) POSITION- 44 07 39.     (N) 102 06 21.     (W)   SCALED
 PU0547* NAVD 88 ORTHO HEIGHT -   886.158 (meters)     2907.34  (feet) ADJUSTED
 PU0547  ______________________________________________________________________
 PU0547  GEOID HEIGHT    -        -19.471 (meters)                     GEOID18
 PU0547  DYNAMIC HEIGHT  -        885.903 (meters)     2906.50  (feet) COMP
 PU0547  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 PU0547
 PU0547  VERT ORDER      -  SECOND    CLASS 0
 PU0547
 PU0547.The horizontal coordinates were scaled from a map and have
 PU0547.an estimated accuracy of +/- 6 seconds.
 PU0547
 PU0547.The orthometric height was determined by differential leveling and
 PU0547.adjusted by the NATIONAL GEODETIC SURVEY
 PU0547.in June 1991.
 PU0547
 PU0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0547.GEOID18 height accuracy estimate available here.
 PU0547
 PU0547.Click photographs - Photos may exist for this station.
 PU0547
 PU0547.The dynamic height is computed by dividing the NAVD 88
 PU0547.geopotential number by the normal gravity value computed on the
 PU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0547.degrees latitude (g = 980.6199 gals.).
 PU0547
 PU0547.The modeled gravity was interpolated from observed gravity values.
 PU0547
 PU0547;                    North         East    Units  Estimated Accuracy
 PU0547;SPC SD S     -   200,840.      458,160.      MT  (+/- 180 meters Scaled)
 PU0547
 PU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ315901(NAD 83)
 PU0547
 PU0547                          SUPERSEDED SURVEY CONTROL
 PU0547
 PU0547  NGVD 29 (??/??/92)  885.71   (m)         2905.9    (f) COMPUTED    2 0
 PU0547
 PU0547.Superseded values are not recommended for survey control.
 PU0547
 PU0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0547.See file dsdata.pdf to determine how the superseded data were derived.
 PU0547
 PU0547_MARKER: DR = REFERENCE MARK DISK
 PU0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0547_STAMPING: B 3 V NO 1 1961
 PU0547_MARK LOGO: CGS
 PU0547_PROJECTION: FLUSH
 PU0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0547+STABILITY: SURFACE MOTION
 PU0547
 PU0547  HISTORY     - Date     Condition        Report By
 PU0547  HISTORY     - 1961     MONUMENTED       CGS
 PU0547  HISTORY     - 1962     GOOD             CGS
 PU0547
 PU0547                          STATION DESCRIPTION
 PU0547
 PU0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0547'11 MI NE FROM QUINN.
 PU0547'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0547'AT QUINN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0547'0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.35 MILE EAST
 PU0547'ALONG THE NORTH SIDE OF A FENCE AND THE SOUTH SIDE OF A ROW OF
 PU0547'POWER POLES, THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY TO THE
 PU0547'CREST OF A HILL, ABOUT 0.15 MILE NORTHEAST OF A SMALL STOCK
 PU0547'POND, 110.3 FEET EAST-NORTHEAST OF B 3 V 1961, 134.5 FEET
 PU0547'NORTHEAST OF B 3 V NO 2, AND SET IN THE TOP OF A CONCRETE POST
 PU0547'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0546 ***********************************************************************
 PU0546  DESIGNATION -  B 3 V RM 2
 PU0546  PID         -  PU0546
 PU0546  STATE/COUNTY-  SD/PENNINGTON
 PU0546  COUNTRY     -  US
 PU0546  USGS QUAD   -  HORSE TOOTH (2017)
 PU0546
 PU0546                         *CURRENT SURVEY CONTROL
 PU0546  ______________________________________________________________________
 PU0546* NAD 83(1986) POSITION- 44 07 38.     (N) 102 06 18.     (W)   SCALED
 PU0546* NAVD 88 ORTHO HEIGHT -   886.318 (meters)     2907.86  (feet) ADJUSTED
 PU0546  ______________________________________________________________________
 PU0546  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 PU0546  DYNAMIC HEIGHT  -        886.063 (meters)     2907.03  (feet) COMP
 PU0546  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 PU0546
 PU0546  VERT ORDER      -  SECOND    CLASS 0
 PU0546
 PU0546.The horizontal coordinates were scaled from a map and have
 PU0546.an estimated accuracy of +/- 6 seconds.
 PU0546
 PU0546.The orthometric height was determined by differential leveling and
 PU0546.adjusted by the NATIONAL GEODETIC SURVEY
 PU0546.in June 1991.
 PU0546
 PU0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0546.GEOID18 height accuracy estimate available here.
 PU0546
 PU0546.Click photographs - Photos may exist for this station.
 PU0546
 PU0546.The dynamic height is computed by dividing the NAVD 88
 PU0546.geopotential number by the normal gravity value computed on the
 PU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0546.degrees latitude (g = 980.6199 gals.).
 PU0546
 PU0546.The modeled gravity was interpolated from observed gravity values.
 PU0546
 PU0546;                    North         East    Units  Estimated Accuracy
 PU0546;SPC SD S     -   200,800.      458,220.      MT  (+/- 180 meters Scaled)
 PU0546
 PU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ316900(NAD 83)
 PU0546
 PU0546                          SUPERSEDED SURVEY CONTROL
 PU0546
 PU0546  NGVD 29 (??/??/92)  885.87   (m)         2906.4    (f) COMPUTED    2 0
 PU0546
 PU0546.Superseded values are not recommended for survey control.
 PU0546
 PU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0546.See file dsdata.pdf to determine how the superseded data were derived.
 PU0546
 PU0546_MARKER: DR = REFERENCE MARK DISK
 PU0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0546_STAMPING: B 3 V NO 2 1961
 PU0546_MARK LOGO: CGS
 PU0546_PROJECTION: FLUSH
 PU0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0546+STABILITY: SURFACE MOTION
 PU0546
 PU0546  HISTORY     - Date     Condition        Report By
 PU0546  HISTORY     - 1961     MONUMENTED       CGS
 PU0546  HISTORY     - 1962     GOOD             CGS
 PU0546
 PU0546                          STATION DESCRIPTION
 PU0546
 PU0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0546'11 MI NE FROM QUINN.
 PU0546'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0546'AT QUINN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0546'0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.35 MILE EAST
 PU0546'ALONG THE NORTH SIDE OF A FENCE AND THE SOUTH SIDE OF A ROW
 PU0546'OF PWOER POLES, THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY TO THE
 PU0546'CREST OF A HILL, ABOUT 0.15 MILE NORTHEAST OF A SMALL STOCK POND,
 PU0546'74.8 FEET SOUTH OF B 3 V 1961, AND SET IN THE TOP OF A CONCRETE
 PU0546'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0253 ***********************************************************************
 QS0253  DESIGNATION -  B 30
 QS0253  PID         -  QS0253
 QS0253  STATE/COUNTY-  SD/DEWEY
 QS0253  COUNTRY     -  US
 QS0253  USGS QUAD   -  GLENCROSS NE (2017)
 QS0253
 QS0253                         *CURRENT SURVEY CONTROL
 QS0253  ______________________________________________________________________
 QS0253* NAD 83(1986) POSITION- 45 27 38.     (N) 100 49 18.     (W)   SCALED
 QS0253* NAVD 88 ORTHO HEIGHT -   657.877 (meters)     2158.38  (feet) ADJUSTED
 QS0253  ______________________________________________________________________
 QS0253  GEOID HEIGHT    -        -21.382 (meters)                     GEOID18
 QS0253  DYNAMIC HEIGHT  -        657.798 (meters)     2158.13  (feet) COMP
 QS0253  MODELED GRAVITY -    980,474.0   (mgal)                       NAVD 88
 QS0253
 QS0253  VERT ORDER      -  FIRST     CLASS II
 QS0253
 QS0253.The horizontal coordinates were scaled from a map and have
 QS0253.an estimated accuracy of +/- 6 seconds.
 QS0253
 QS0253.The orthometric height was determined by differential leveling and
 QS0253.adjusted by the NATIONAL GEODETIC SURVEY
 QS0253.in June 1991.
 QS0253
 QS0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0253.GEOID18 height accuracy estimate available here.
 QS0253
 QS0253.Click photographs - Photos may exist for this station.
 QS0253
 QS0253.The dynamic height is computed by dividing the NAVD 88
 QS0253.geopotential number by the normal gravity value computed on the
 QS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0253.degrees latitude (g = 980.6199 gals.).
 QS0253
 QS0253.The modeled gravity was interpolated from observed gravity values.
 QS0253
 QS0253;                    North         East    Units  Estimated Accuracy
 QS0253;SPC SD N     -   181,150.      535,740.      MT  (+/- 180 meters Scaled)
 QS0253
 QS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR575357(NAD 83)
 QS0253
 QS0253                          SUPERSEDED SURVEY CONTROL
 QS0253
 QS0253  NGVD 29 (??/??/92)  657.460  (m)         2157.02   (f) ADJ UNCH    1 2
 QS0253
 QS0253.Superseded values are not recommended for survey control.
 QS0253
 QS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0253.See file dsdata.pdf to determine how the superseded data were derived.
 QS0253
 QS0253_MARKER: DB = BENCH MARK DISK
 QS0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0253_STAMPING: B 30 1934
 QS0253_MARK LOGO: CGS
 QS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0253+STABILITY: SURFACE MOTION
 QS0253
 QS0253  HISTORY     - Date     Condition        Report By
 QS0253  HISTORY     - 1934     MONUMENTED       CGS
 QS0253  HISTORY     - 19990623 MARK NOT FOUND   NGS
 QS0253
 QS0253                          STATION DESCRIPTION
 QS0253
 QS0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0253'4.8 MI W FROM TRAIL CITY.
 QS0253'ABOUT 4.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0253'PACIFIC RAILROAD FROM TRAIL CITY, DEWEY COUNTY, AT MILEPOST 27,
 QS0253'ABOUT 1/4 MILE NORTHWEST OF A SCHOOLHOUSE, ABOUT 1/4 MILE NORTH
 QS0253'OF A FARMHOUSE, ABOUT 140 YARDS EAST OF A ROAD CROSSING, AND
 QS0253'46 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 QS0253'STAMPED B 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0253
 QS0253                          STATION RECOVERY (1999)
 QS0253
 QS0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0253'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0484 ***********************************************************************
 OR0484  DESIGNATION -  B 300
 OR0484  PID         -  OR0484
 OR0484  STATE/COUNTY-  SD/BRULE
 OR0484  COUNTRY     -  US
 OR0484  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0484
 OR0484                         *CURRENT SURVEY CONTROL
 OR0484  ______________________________________________________________________
 OR0484* NAD 83(1986) POSITION- 43 47 19.     (N) 099 18 46.     (W)   SCALED
 OR0484* NAVD 88 ORTHO HEIGHT -   525.162 (meters)     1722.97  (feet) ADJUSTED
 OR0484  ______________________________________________________________________
 OR0484  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 OR0484  DYNAMIC HEIGHT  -        525.021 (meters)     1722.51  (feet) COMP
 OR0484  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 OR0484
 OR0484  VERT ORDER      -  SECOND    CLASS 0
 OR0484
 OR0484.The horizontal coordinates were scaled from a map and have
 OR0484.an estimated accuracy of +/- 6 seconds.
 OR0484
 OR0484.The orthometric height was determined by differential leveling and
 OR0484.adjusted by the NATIONAL GEODETIC SURVEY
 OR0484.in June 1991.
 OR0484
 OR0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0484.GEOID18 height accuracy estimate available here.
 OR0484
 OR0484.Click photographs - Photos may exist for this station.
 OR0484
 OR0484.The dynamic height is computed by dividing the NAVD 88
 OR0484.geopotential number by the normal gravity value computed on the
 OR0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0484.degrees latitude (g = 980.6199 gals.).
 OR0484
 OR0484.The modeled gravity was interpolated from observed gravity values.
 OR0484
 OR0484;                    North         East    Units  Estimated Accuracy
 OR0484;SPC SD S     -   162,170.      682,140.      MT  (+/- 180 meters Scaled)
 OR0484
 OR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748484(NAD 83)
 OR0484
 OR0484                          SUPERSEDED SURVEY CONTROL
 OR0484
 OR0484  NGVD 29 (??/??/92)  524.822  (m)         1721.85   (f) ADJ UNCH    2 0
 OR0484
 OR0484.Superseded values are not recommended for survey control.
 OR0484
 OR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0484.See file dsdata.pdf to determine how the superseded data were derived.
 OR0484
 OR0484_MARKER: DB = BENCH MARK DISK
 OR0484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0484_SP_SET: CULVERT HEDWALL
 OR0484_STAMPING: B 300 1945
 OR0484_MARK LOGO: CGS
 OR0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0484+STABILITY: SURFACE MOTION
 OR0484
 OR0484  HISTORY     - Date     Condition        Report By
 OR0484  HISTORY     - 1945     MONUMENTED       CGS
 OR0484  HISTORY     - 1949     GOOD             CGS
 OR0484  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0484
 OR0484                          STATION DESCRIPTION
 OR0484
 OR0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0484'1.9 MI SE FROM CHAMBERLAIN.
 OR0484'1.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0484'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0484'SOUTH, THENCE 1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 16.  IT IS
 OR0484'AT THE INTERSECTION OF AN EAST-AND-WEST GRAVEL ROAD, 63 FEET
 OR0484'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A CONCRETE CULVERT
 OR0484'UNDER THE GRAVEL ROAD, IN THE TOP OF THE WEST END OF THE SOUTH
 OR0484'HEADWALL, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 OR0484
 OR0484                          STATION RECOVERY (1974)
 OR0484
 OR0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0516 ***********************************************************************
 OR0516  DESIGNATION -  B 301
 OR0516  PID         -  OR0516
 OR0516  STATE/COUNTY-  SD/BRULE
 OR0516  COUNTRY     -  US
 OR0516  USGS QUAD   -  LUCAS NW (2017)
 OR0516
 OR0516                         *CURRENT SURVEY CONTROL
 OR0516  ______________________________________________________________________
 OR0516* NAD 83(1986) POSITION- 43 29 59.     (N) 099 11 22.     (W)   SCALED
 OR0516* NAVD 88 ORTHO HEIGHT -   548.178 (meters)     1798.48  (feet) ADJUSTED
 OR0516  ______________________________________________________________________
 OR0516  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 OR0516  DYNAMIC HEIGHT  -        547.995 (meters)     1797.88  (feet) COMP
 OR0516  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 OR0516
 OR0516  VERT ORDER      -  SECOND    CLASS 0
 OR0516
 OR0516.The horizontal coordinates were scaled from a map and have
 OR0516.an estimated accuracy of +/- 6 seconds.
 OR0516
 OR0516.The orthometric height was determined by differential leveling and
 OR0516.adjusted by the NATIONAL GEODETIC SURVEY
 OR0516.in June 1991.
 OR0516
 OR0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0516.GEOID18 height accuracy estimate available here.
 OR0516
 OR0516.Click photographs - Photos may exist for this station.
 OR0516
 OR0516.The dynamic height is computed by dividing the NAVD 88
 OR0516.geopotential number by the normal gravity value computed on the
 OR0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0516.degrees latitude (g = 980.6199 gals.).
 OR0516
 OR0516.The modeled gravity was interpolated from observed gravity values.
 OR0516
 OR0516;                    North         East    Units  Estimated Accuracy
 OR0516;SPC SD S     -   130,210.      692,500.      MT  (+/- 180 meters Scaled)
 OR0516
 OR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP846163(NAD 83)
 OR0516
 OR0516                          SUPERSEDED SURVEY CONTROL
 OR0516
 OR0516  NGVD 29 (??/??/92)  547.822  (m)         1797.31   (f) ADJ UNCH    2 0
 OR0516
 OR0516.Superseded values are not recommended for survey control.
 OR0516
 OR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0516.See file dsdata.pdf to determine how the superseded data were derived.
 OR0516
 OR0516_MARKER: DB = BENCH MARK DISK
 OR0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0516_STAMPING: B 301 1945
 OR0516_MARK LOGO: CGS
 OR0516_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0516+STABILITY: SURFACE MOTION
 OR0516
 OR0516  HISTORY     - Date     Condition        Report By
 OR0516  HISTORY     - 1945     MONUMENTED       CGS
 OR0516
 OR0516                          STATION DESCRIPTION
 OR0516
 OR0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0516'8.6 MI NW FROM ACADEMY.
 OR0516'IN BRULE COUNTY, 8.6 MILES NORTHWEST OF ACADEMY, CHARLES MIX
 OR0516'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM WARD ACADEMY
 OR0516'BY GOING 0.1 MILE NORTH, THENCE 3.0 MILES WEST ALONG A GRAVEL
 OR0516'ROAD, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, AND
 OR0516'THENCE 2.5 MILES WEST ALONG A GRADED DIRT ROAD.  IT IS AT THE
 OR0516'T-INTERSECTION OF A ROAD LEADING NORTH, 39 FEET NORTH OF THE
 OR0516'CENTER LINE OF THE EAST-AND-WEST ROAD, 36 FEET EAST OF THE
 OR0516'CENTER LINE OF THE T-ROAD, 4.5 FEET NORTHWEST OF A FENCE CORNER,
 OR0516'1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2
 OR0516'FEET LOWER THAN THE EAST-AND-WEST ROAD, AND SET IN THE TOP
 OR0516'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0176 ***********************************************************************
 OR0176  DESIGNATION -  B 302
 OR0176  PID         -  OR0176
 OR0176  STATE/COUNTY-  SD/CHARLES MIX
 OR0176  COUNTRY     -  US
 OR0176  USGS QUAD   -  LAKE GEORGE (2017)
 OR0176
 OR0176                         *CURRENT SURVEY CONTROL
 OR0176  ______________________________________________________________________
 OR0176* NAD 83(1986) POSITION- 43 23 02.     (N) 098 53 04.     (W)   SCALED
 OR0176* NAVD 88 ORTHO HEIGHT -   461.067 (meters)     1512.68  (feet) ADJUSTED
 OR0176  ______________________________________________________________________
 OR0176  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 OR0176  DYNAMIC HEIGHT  -        460.918 (meters)     1512.20  (feet) COMP
 OR0176  MODELED GRAVITY -    980,282.6   (mgal)                       NAVD 88
 OR0176
 OR0176  VERT ORDER      -  FIRST     CLASS II
 OR0176
 OR0176.The horizontal coordinates were scaled from a map and have
 OR0176.an estimated accuracy of +/- 6 seconds.
 OR0176
 OR0176.The orthometric height was determined by differential leveling and
 OR0176.adjusted by the NATIONAL GEODETIC SURVEY
 OR0176.in June 1991.
 OR0176
 OR0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0176.GEOID18 height accuracy estimate available here.
 OR0176
 OR0176.Click photographs - Photos may exist for this station.
 OR0176
 OR0176.The dynamic height is computed by dividing the NAVD 88
 OR0176.geopotential number by the normal gravity value computed on the
 OR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0176.degrees latitude (g = 980.6199 gals.).
 OR0176
 OR0176.The modeled gravity was interpolated from observed gravity values.
 OR0176
 OR0176;                    North         East    Units  Estimated Accuracy
 OR0176;SPC SD S     -   117,730.      717,390.      MT  (+/- 180 meters Scaled)
 OR0176
 OR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP093034(NAD 83)
 OR0176
 OR0176                          SUPERSEDED SURVEY CONTROL
 OR0176
 OR0176  NGVD 29 (??/??/92)  460.73   (m)         1511.6    (f) COMPUTED    1 2
 OR0176
 OR0176.Superseded values are not recommended for survey control.
 OR0176
 OR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0176.See file dsdata.pdf to determine how the superseded data were derived.
 OR0176
 OR0176_MARKER: DB = BENCH MARK DISK
 OR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0176_STAMPING: B 302 1945
 OR0176_MARK LOGO: CGS
 OR0176_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0176+STABILITY: SURFACE MOTION
 OR0176
 OR0176  HISTORY     - Date     Condition        Report By
 OR0176  HISTORY     - 1945     MONUMENTED       CGS
 OR0176  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0176
 OR0176                          STATION DESCRIPTION
 OR0176
 OR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0176'2.2 MI W FROM PLATTE.
 OR0176'TO REACH FROM THE POST OFFICE AT PLATTE GO SOUTH 0.2 MILE ALONG
 OR0176'MAIN STREET, THENCE WEST 2.0 MILES ALONG A GRAVELED ROAD TO
 OR0176'SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED
 OR0176'ROAD AND A NORTH-SOUTH DIRT ROAD, ABOUT 100 YARDS SOUTHWEST
 OR0176'OF AND ACROSS ROAD FROM A SCHOOL HOUSE, 45.0 FEET SOUTH OF AND
 OR0176'ABOUT LEVEL WITH THE CENTER LINE OF THE GRAVELED ROAD, 62.5
 OR0176'FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 12.0 FEET WEST
 OR0176'OF A GATE POST AND 2.5 FEET EAST OF A 4 X 4 MARKER POST.  A
 OR0176'BRONZE DISK STAMPED B 302 1945 SET IN THE TOP OF A CONCRETE POST
 OR0176'WHICH PROJECTS 7 INCHES ABOVE GROUND.
 OR0176
 OR0176                          STATION RECOVERY (2013)
 OR0176
 OR0176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0177 ***********************************************************************
 OR0177  DESIGNATION -  B 302 RESET
 OR0177  PID         -  OR0177
 OR0177  STATE/COUNTY-  SD/CHARLES MIX
 OR0177  COUNTRY     -  US
 OR0177  USGS QUAD   -  LAKE GEORGE (2017)
 OR0177
 OR0177                         *CURRENT SURVEY CONTROL
 OR0177  ______________________________________________________________________
 OR0177* NAD 83(1986) POSITION- 43 23 02.     (N) 098 53 03.     (W)   SCALED
 OR0177* NAVD 88 ORTHO HEIGHT -   458.25  (+/-2cm)     1503.4   (feet) VERTCON3
 OR0177  ______________________________________________________________________
 OR0177  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 OR0177  VERT ORDER      -  THIRD (See Below)
 OR0177
 OR0177.The horizontal coordinates were scaled from a map and have
 OR0177.an estimated accuracy of +/- 6 seconds.
 OR0177
 OR0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0177
 OR0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0177.GEOID18 height accuracy estimate available here.
 OR0177
 OR0177.The vertical order pertains to the NGVD 29 superseded value.
 OR0177
 OR0177.Click photographs - Photos may exist for this station.
 OR0177
 OR0177;                    North         East    Units  Estimated Accuracy
 OR0177;SPC SD S     -   117,730.      717,410.      MT  (+/- 180 meters Scaled)
 OR0177
 OR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP093034(NAD 83)
 OR0177
 OR0177                          SUPERSEDED SURVEY CONTROL
 OR0177
 OR0177  NGVD 29 (??/??/??)  457.91   (m)         1502.3    (f) RESET       3  
 OR0177
 OR0177.Superseded values are not recommended for survey control.
 OR0177
 OR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0177.See file dsdata.pdf to determine how the superseded data were derived.
 OR0177
 OR0177_MARKER: DB = BENCH MARK DISK
 OR0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0177_STAMPING: B 302 RESET 1957
 OR0177_MARK LOGO: CGS
 OR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0177+STABILITY: SURFACE MOTION
 OR0177
 OR0177  HISTORY     - Date     Condition        Report By
 OR0177  HISTORY     - 1957     MONUMENTED       SDHD
 OR0177  HISTORY     - 1963     GOOD             CGS
 OR0177
 OR0177                          STATION DESCRIPTION
 OR0177
 OR0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0177'2.2 MI W FROM PLATTE.
 OR0177'0.2 MILE SOUTH ALONG MAIN STREET FROM POST OFFICE AT PLATTE,
 OR0177'2 MILES WEST ALONG A GRAVEL ROAD.  IN THE SOUTHWEST ANGLE OF
 OR0177'CROSSROADS OF OLD GRAVEL ROAD, SOUTHWEST ACROSS THE GRAVEL
 OR0177'ROAD FROM A SCHOOLHOUSE, ABOUT 105 FEET SOUTH OF THE CENTER OF THE
 OR0177'GRAVEL ROAD, 27 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 2
 OR0177'FEET SOUTH OF A WITNESS POST AND 2 FEET EAST OF A FENCE.  A
 OR0177'NEW HIGHWAY IS UNDER CONSTRUCTION IN THE AREA BUT ACCORDING
 OR0177'TO PLANS THE NEW LOAD WILL PASS ABOUT 200 FEET SOUTH OF THIS
 OR0177'MARK.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0622 ***********************************************************************
 OR0622  DESIGNATION -  B 303
 OR0622  PID         -  OR0622
 OR0622  STATE/COUNTY-  SD/GREGORY
 OR0622  COUNTRY     -  US
 OR0622  USGS QUAD   -  DIXON SW (2017)
 OR0622
 OR0622                         *CURRENT SURVEY CONTROL
 OR0622  ______________________________________________________________________
 OR0622* NAD 83(1986) POSITION- 43 21 22.     (N) 099 26 05.     (W)   SCALED
 OR0622* NAVD 88 ORTHO HEIGHT -   590.463 (meters)     1937.21  (feet) ADJUSTED
 OR0622  ______________________________________________________________________
 OR0622  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 OR0622  DYNAMIC HEIGHT  -        590.248 (meters)     1936.51  (feet) COMP
 OR0622  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 OR0622
 OR0622  VERT ORDER      -  SECOND    CLASS 0
 OR0622
 OR0622.The horizontal coordinates were scaled from a map and have
 OR0622.an estimated accuracy of +/- 6 seconds.
 OR0622
 OR0622.The orthometric height was determined by differential leveling and
 OR0622.adjusted by the NATIONAL GEODETIC SURVEY
 OR0622.in June 1991.
 OR0622
 OR0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0622.GEOID18 height accuracy estimate available here.
 OR0622
 OR0622.Click photographs - Photos may exist for this station.
 OR0622
 OR0622.The dynamic height is computed by dividing the NAVD 88
 OR0622.geopotential number by the normal gravity value computed on the
 OR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0622.degrees latitude (g = 980.6199 gals.).
 OR0622
 OR0622.The modeled gravity was interpolated from observed gravity values.
 OR0622
 OR0622;                    North         East    Units  Estimated Accuracy
 OR0622;SPC SD S     -   114,020.      672,840.      MT  (+/- 180 meters Scaled)
 OR0622
 OR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647004(NAD 83)
 OR0622
 OR0622                          SUPERSEDED SURVEY CONTROL
 OR0622
 OR0622  NGVD 29 (??/??/92)  590.14   (m)         1936.2    (f) COMPUTED    2 0
 OR0622
 OR0622.Superseded values are not recommended for survey control.
 OR0622
 OR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0622.See file dsdata.pdf to determine how the superseded data were derived.
 OR0622
 OR0622_MARKER: DB = BENCH MARK DISK
 OR0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0622_STAMPING: B 303 1945
 OR0622_MARK LOGO: CGS
 OR0622_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0622+STABILITY: SURFACE MOTION
 OR0622
 OR0622  HISTORY     - Date     Condition        Report By
 OR0622  HISTORY     - 1945     MONUMENTED       CGS
 OR0622
 OR0622                          STATION DESCRIPTION
 OR0622
 OR0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0622'8.9 MI N FROM GREGORY.
 OR0622'TO REACH FROM THE POST OFFICE AT GREGORY GO WEST 0.2 MILE,
 OR0622'THENCE NORTH 8.7 MILES ALONG STATE HIGHWAY NO. 47 TO SITE OF
 OR0622'MARK, BENCH MARK IS IN THE SOUTHWEST CORNER OF A SCHOOL HOUSE
 OR0622'YARD, 172.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 OR0622'HOUSE, 36.0 FEET EAST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER
 OR0622'LINE OF THE HIGHWAY, 31.0 FEET NORTH OF THE NORTHWEST CORNER
 OR0622'OF A SHED, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST.  A BRONZE
 OR0622'DISK STAMPED B 303 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0622'PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0623 ***********************************************************************
 OR0623  DESIGNATION -  B 303 RESET
 OR0623  PID         -  OR0623
 OR0623  STATE/COUNTY-  SD/GREGORY
 OR0623  COUNTRY     -  US
 OR0623  USGS QUAD   -  DIXON SW (2017)
 OR0623
 OR0623                         *CURRENT SURVEY CONTROL
 OR0623  ______________________________________________________________________
 OR0623* NAD 83(1986) POSITION- 43 21 22.     (N) 099 26 05.     (W)   SCALED
 OR0623* NAVD 88 ORTHO HEIGHT -   590.58  (+/-2cm)     1937.6   (feet) VERTCON3
 OR0623  ______________________________________________________________________
 OR0623  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 OR0623  VERT ORDER      -  THIRD (See Below)
 OR0623
 OR0623.The horizontal coordinates were scaled from a map and have
 OR0623.an estimated accuracy of +/- 6 seconds.
 OR0623
 OR0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0623
 OR0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0623.GEOID18 height accuracy estimate available here.
 OR0623
 OR0623.The vertical order pertains to the NGVD 29 superseded value.
 OR0623
 OR0623.Click photographs - Photos may exist for this station.
 OR0623
 OR0623;                    North         East    Units  Estimated Accuracy
 OR0623;SPC SD S     -   114,020.      672,840.      MT  (+/- 180 meters Scaled)
 OR0623
 OR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647004(NAD 83)
 OR0623
 OR0623                          SUPERSEDED SURVEY CONTROL
 OR0623
 OR0623  NGVD 29 (??/??/??)  590.25   (m)         1936.5    (f) RESET       3  
 OR0623
 OR0623.Superseded values are not recommended for survey control.
 OR0623
 OR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0623.See file dsdata.pdf to determine how the superseded data were derived.
 OR0623
 OR0623_MARKER: DB = BENCH MARK DISK
 OR0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0623_STAMPING: B 303 RESET 1958
 OR0623_MARK LOGO: CGS
 OR0623_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0623+STABILITY: SURFACE MOTION
 OR0623
 OR0623  HISTORY     - Date     Condition        Report By
 OR0623  HISTORY     - 1958     MONUMENTED       CGS
 OR0623
 OR0623                          STATION DESCRIPTION
 OR0623
 OR0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0623'9 MI N FROM GREGORY.
 OR0623'ABOUT 9.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0623'WITH U.S. HIGHWAY 18 AT GREGORY, GREGORY COUNTY, ABOUT 132 FEET
 OR0623'SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 102 FEET
 OR0623'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF A
 OR0623'CORNER POST AND 1 1/2 FEET NORTH OF A WHITE WITNESS POST.  A
 OR0623'STANDARD DISK, STAMPED B 303 RESET 1958 AND SET IN THE TOP OF
 OR0623'A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0150 ***********************************************************************
 QS0150  DESIGNATION -  B 304
 QS0150  PID         -  QS0150
 QS0150  STATE/COUNTY-  SD/CORSON
 QS0150  COUNTRY     -  US
 QS0150  USGS QUAD   -  MOREAU NW (2017)
 QS0150
 QS0150                         *CURRENT SURVEY CONTROL
 QS0150  ______________________________________________________________________
 QS0150* NAD 83(1986) POSITION- 45 28 36.     (N) 100 29 51.     (W)   SCALED
 QS0150* NAVD 88 ORTHO HEIGHT -   565.641 (meters)     1855.77  (feet) ADJUSTED
 QS0150  ______________________________________________________________________
 QS0150  GEOID HEIGHT    -        -21.757 (meters)                     GEOID18
 QS0150  DYNAMIC HEIGHT  -        565.590 (meters)     1855.61  (feet) COMP
 QS0150  MODELED GRAVITY -    980,508.1   (mgal)                       NAVD 88
 QS0150
 QS0150  VERT ORDER      -  SECOND    CLASS 0
 QS0150
 QS0150.The horizontal coordinates were scaled from a map and have
 QS0150.an estimated accuracy of +/- 6 seconds.
 QS0150
 QS0150.The orthometric height was determined by differential leveling and
 QS0150.adjusted by the NATIONAL GEODETIC SURVEY
 QS0150.in June 1991.
 QS0150
 QS0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0150.GEOID18 height accuracy estimate available here.
 QS0150
 QS0150.Click photographs - Photos may exist for this station.
 QS0150
 QS0150.The dynamic height is computed by dividing the NAVD 88
 QS0150.geopotential number by the normal gravity value computed on the
 QS0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0150.degrees latitude (g = 980.6199 gals.).
 QS0150
 QS0150.The modeled gravity was interpolated from observed gravity values.
 QS0150
 QS0150;                    North         East    Units  Estimated Accuracy
 QS0150;SPC SD N     -   182,730.      561,100.      MT  (+/- 180 meters Scaled)
 QS0150
 QS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR829369(NAD 83)
 QS0150
 QS0150                          SUPERSEDED SURVEY CONTROL
 QS0150
 QS0150  NGVD 29 (??/??/92)  565.282  (m)         1854.60   (f) ADJ UNCH    2 0
 QS0150
 QS0150.Superseded values are not recommended for survey control.
 QS0150
 QS0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0150.See file dsdata.pdf to determine how the superseded data were derived.
 QS0150
 QS0150_MARKER: DB = BENCH MARK DISK
 QS0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0150_STAMPING: B 304 1945
 QS0150_MARK LOGO: CGS
 QS0150_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0150+STABILITY: SURFACE MOTION
 QS0150
 QS0150  HISTORY     - Date     Condition        Report By
 QS0150  HISTORY     - 1945     MONUMENTED       CGS
 QS0150
 QS0150                          STATION DESCRIPTION
 QS0150
 QS0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0150'6.8 MI SW FROM MOBRIDGE.
 QS0150'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0150'THENCE WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0150'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTHERLY
 QS0150'1.6 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS
 QS0150'179.3 FEET SOUTH OF A FENCE CORNER, 124.3 FEET WEST OF AND ABOUT
 QS0150'2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 2.0 FEET EAST
 QS0150'OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  AN IRON
 QS0150'DISK STAMPED B 304 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 QS0150'PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0174 ***********************************************************************
 QS0174  DESIGNATION -  B 305
 QS0174  PID         -  QS0174
 QS0174  STATE/COUNTY-  SD/DEWEY
 QS0174  COUNTRY     -  US
 QS0174  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0174
 QS0174                         *CURRENT SURVEY CONTROL
 QS0174  ______________________________________________________________________
 QS0174* NAD 83(1986) POSITION- 45 12 36.05   (N) 100 17 02.72   (W)   HD_HELD1
 QS0174* NAVD 88 ORTHO HEIGHT -   477.103 (meters)     1565.30  (feet) ADJUSTED
 QS0174  ______________________________________________________________________
 QS0174  GEOID HEIGHT    -        -22.204 (meters)                     GEOID18
 QS0174  DYNAMIC HEIGHT  -        477.045 (meters)     1565.11  (feet) COMP
 QS0174  MODELED GRAVITY -    980,479.6   (mgal)                       NAVD 88
 QS0174
 QS0174  VERT ORDER      -  SECOND    CLASS 0
 QS0174
 QS0174.The horizontal coordinates were determined by differentially corrected
 QS0174.hand held GPS observations or other comparable positioning techniques
 QS0174.and have an estimated accuracy of +/- 3 meters.
 QS0174
 QS0174.The orthometric height was determined by differential leveling and
 QS0174.adjusted by the NATIONAL GEODETIC SURVEY
 QS0174.in June 1991.
 QS0174
 QS0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0174.GEOID18 height accuracy estimate available here.
 QS0174
 QS0174.Click photographs - Photos may exist for this station.
 QS0174
 QS0174.The dynamic height is computed by dividing the NAVD 88
 QS0174.geopotential number by the normal gravity value computed on the
 QS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0174.degrees latitude (g = 980.6199 gals.).
 QS0174
 QS0174.The modeled gravity was interpolated from observed gravity values.
 QS0174
 QS0174;                    North         East    Units  Estimated Accuracy
 QS0174;SPC SD N     -   153,020.1     577,683.8     MT  (+/- 3 meters HH1 GPS) 
 QS0174
 QS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9916407082(NAD 83)
 QS0174
 QS0174                          SUPERSEDED SURVEY CONTROL
 QS0174
 QS0174  NGVD 29 (??/??/92)  476.735  (m)         1564.09   (f) ADJ UNCH    2 0
 QS0174
 QS0174.Superseded values are not recommended for survey control.
 QS0174
 QS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0174.See file dsdata.pdf to determine how the superseded data were derived.
 QS0174
 QS0174_MARKER: DB = BENCH MARK DISK
 QS0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0174_STAMPING: B 305 1945
 QS0174_MARK LOGO: CGS
 QS0174_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0174+STABILITY: SURFACE MOTION
 QS0174
 QS0174  HISTORY     - Date     Condition        Report By
 QS0174  HISTORY     - 1945     MONUMENTED       CGS
 QS0174
 QS0174                          STATION DESCRIPTION
 QS0174
 QS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0174'16.5 MI NW FROM CHEYENNE AGENCY.
 QS0174'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0174'WESTERLY 16.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0174'MARK IS ABOUT 200 YARDS SOUTH OF A SMALL WOODEN BRIDGE, 49.0
 QS0174'FEET WEST OF AND ABOUT 3.5 FEET LOWER THAN THE CENTERLINE OF
 QS0174'ROAD, 5.0 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH ROW
 QS0174'OF POLES WEST OF ROAD, 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.
 QS0174'AN IRON DISK STAMPED B 305 1945 IS SET IN TOP OF CONCRETE POST
 QS0174'WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0137 ***********************************************************************
 QS0137  DESIGNATION -  B 306
 QS0137  PID         -  QS0137
 QS0137  STATE/COUNTY-  SD/CORSON
 QS0137  COUNTRY     -  US
 QS0137  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0137
 QS0137                         *CURRENT SURVEY CONTROL
 QS0137  ______________________________________________________________________
 QS0137* NAD 83(1986) POSITION- 45 39 40.08   (N) 100 29 01.33   (W)   HD_HELD1
 QS0137* NAVD 88 ORTHO HEIGHT -   536.443 (meters)     1759.98  (feet) ADJUSTED
 QS0137  ______________________________________________________________________
 QS0137  GEOID HEIGHT    -        -21.683 (meters)                     GEOID18
 QS0137  DYNAMIC HEIGHT  -        536.403 (meters)     1759.85  (feet) COMP
 QS0137  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QS0137
 QS0137  VERT ORDER      -  FIRST     CLASS II
 QS0137
 QS0137.The horizontal coordinates were determined by differentially corrected
 QS0137.hand held GPS observations or other comparable positioning techniques
 QS0137.and have an estimated accuracy of +/- 3 meters.
 QS0137
 QS0137.The orthometric height was determined by differential leveling and
 QS0137.adjusted by the NATIONAL GEODETIC SURVEY
 QS0137.in June 1991.
 QS0137
 QS0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0137.GEOID18 height accuracy estimate available here.
 QS0137
 QS0137.Click photographs - Photos may exist for this station.
 QS0137
 QS0137.The dynamic height is computed by dividing the NAVD 88
 QS0137.geopotential number by the normal gravity value computed on the
 QS0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0137.degrees latitude (g = 980.6199 gals.).
 QS0137
 QS0137.The modeled gravity was interpolated from observed gravity values.
 QS0137
 QS0137;                    North         East    Units  Estimated Accuracy
 QS0137;SPC SD N     -   203,229.3     562,303.1     MT  (+/- 3 meters HH1 GPS) 
 QS0137
 QS0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8441457468(NAD 83)
 QS0137
 QS0137                          SUPERSEDED SURVEY CONTROL
 QS0137
 QS0137  NGVD 29 (??/??/92)  536.063  (m)         1758.73   (f) ADJ UNCH    1 2
 QS0137
 QS0137.Superseded values are not recommended for survey control.
 QS0137
 QS0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0137.See file dsdata.pdf to determine how the superseded data were derived.
 QS0137
 QS0137_MARKER: DB = BENCH MARK DISK
 QS0137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0137_SP_SET: CULVERT HEADWALL
 QS0137_STAMPING: B 306 1945
 QS0137_MARK LOGO: CGS
 QS0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0137+STABILITY: SURFACE MOTION
 QS0137
 QS0137  HISTORY     - Date     Condition        Report By
 QS0137  HISTORY     - 1945     MONUMENTED       CGS
 QS0137  HISTORY     - 1949     GOOD             CGS
 QS0137
 QS0137                          STATION DESCRIPTION
 QS0137
 QS0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0137'2.5 MI E FROM WAKPALA.
 QS0137'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0137'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100
 QS0137'YARDS NORTH OF THE INTERSECTION OF TWO ROADS, ON TOP OF THE SOUTH
 QS0137'END OF THE WEST HEADWALL OF A 3 FT X 6 FT CONCRETE CULVERT.  AN
 QS0137'IRON DISK STAMPED B 306 1945 SET IN A DRILL HOLE IN CONCRETE.
 QS0137
 QS0137                          STATION RECOVERY (1949)
 QS0137
 QS0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0145 ***********************************************************************
 QS0145  DESIGNATION -  B 307
 QS0145  PID         -  QS0145
 QS0145  STATE/COUNTY-  SD/CORSON
 QS0145  COUNTRY     -  US
 QS0145  USGS QUAD   -  MOBRIDGE (2017)
 QS0145
 QS0145                         *CURRENT SURVEY CONTROL
 QS0145  ______________________________________________________________________
 QS0145* NAD 83(1986) POSITION- 45 35 23.     (N) 100 26 56.     (W)   SCALED
 QS0145* NAVD 88 ORTHO HEIGHT -   479.864 (meters)     1574.35  (feet) ADJUSTED
 QS0145  ______________________________________________________________________
 QS0145  GEOID HEIGHT    -        -21.790 (meters)                     GEOID18
 QS0145  DYNAMIC HEIGHT  -        479.826 (meters)     1574.23  (feet) COMP
 QS0145  MODELED GRAVITY -    980,521.2   (mgal)                       NAVD 88
 QS0145
 QS0145  VERT ORDER      -  FIRST     CLASS II
 QS0145
 QS0145.The horizontal coordinates were scaled from a map and have
 QS0145.an estimated accuracy of +/- 6 seconds.
 QS0145
 QS0145.The orthometric height was determined by differential leveling and
 QS0145.adjusted by the NATIONAL GEODETIC SURVEY
 QS0145.in June 1991.
 QS0145
 QS0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0145.GEOID18 height accuracy estimate available here.
 QS0145
 QS0145.Click photographs - Photos may exist for this station.
 QS0145
 QS0145.The dynamic height is computed by dividing the NAVD 88
 QS0145.geopotential number by the normal gravity value computed on the
 QS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0145.degrees latitude (g = 980.6199 gals.).
 QS0145
 QS0145.The modeled gravity was interpolated from observed gravity values.
 QS0145
 QS0145;                    North         East    Units  Estimated Accuracy
 QS0145;SPC SD N     -   195,280.      564,970.      MT  (+/- 180 meters Scaled)
 QS0145
 QS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR869494(NAD 83)
 QS0145
 QS0145                          SUPERSEDED SURVEY CONTROL
 QS0145
 QS0145  NGVD 29 (??/??/92)  479.493  (m)         1573.14   (f) ADJ UNCH    1 2
 QS0145
 QS0145.Superseded values are not recommended for survey control.
 QS0145
 QS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0145.See file dsdata.pdf to determine how the superseded data were derived.
 QS0145
 QS0145_MARKER: DB = BENCH MARK DISK
 QS0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0145_STAMPING: B 307 1945
 QS0145_MARK LOGO: CGS
 QS0145_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0145+STABILITY: SURFACE MOTION
 QS0145
 QS0145  HISTORY     - Date     Condition        Report By
 QS0145  HISTORY     - 1945     MONUMENTED       CGS
 QS0145  HISTORY     - 1949     GOOD             CGS
 QS0145  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0145
 QS0145                          STATION DESCRIPTION
 QS0145
 QS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0145'1.2 MI N FROM MOREAU JUNCTION.
 QS0145'1.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0145'RAILROAD FROM THE STATION AT MOREAU JUNCTION, 81 FEET WEST OF THE
 QS0145'WEST RAIL OF TRACK, 41 FEET NORTHEAST OF MILEPOST 810, 15 FEET
 QS0145'EAST OF A RIGHT-OF-WAY FENCE, ABOUT 10 FEET HIGHER THAN THE
 QS0145'TRACKS, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF
 QS0145'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QS0145
 QS0145                          STATION RECOVERY (1964)
 QS0145
 QS0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QS0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0290 ***********************************************************************
 QR0290  DESIGNATION -  B 308
 QR0290  PID         -  QR0290
 QR0290  STATE/COUNTY-  SD/POTTER
 QR0290  COUNTRY     -  US
 QR0290  USGS QUAD   -  GETTYSBURG (2017)
 QR0290
 QR0290                         *CURRENT SURVEY CONTROL
 QR0290  ______________________________________________________________________
 QR0290* NAD 83(1986) POSITION- 45 00 48.     (N) 099 59 45.     (W)   SCALED
 QR0290* NAVD 88 ORTHO HEIGHT -   643.862 (meters)     2112.40  (feet) ADJUSTED
 QR0290  ______________________________________________________________________
 QR0290  GEOID HEIGHT    -        -22.548 (meters)                     GEOID18
 QR0290  DYNAMIC HEIGHT  -        643.764 (meters)     2112.08  (feet) COMP
 QR0290  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 QR0290
 QR0290  VERT ORDER      -  SECOND    CLASS 0
 QR0290
 QR0290.The horizontal coordinates were scaled from a map and have
 QR0290.an estimated accuracy of +/- 6 seconds.
 QR0290
 QR0290.The orthometric height was determined by differential leveling and
 QR0290.adjusted by the NATIONAL GEODETIC SURVEY
 QR0290.in June 1991.
 QR0290
 QR0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0290.GEOID18 height accuracy estimate available here.
 QR0290
 QR0290.Click photographs - Photos may exist for this station.
 QR0290
 QR0290.The dynamic height is computed by dividing the NAVD 88
 QR0290.geopotential number by the normal gravity value computed on the
 QR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0290.degrees latitude (g = 980.6199 gals.).
 QR0290
 QR0290.The modeled gravity was interpolated from observed gravity values.
 QR0290
 QR0290;                    North         East    Units  Estimated Accuracy
 QR0290;SPC SD N     -   131,120.      600,330.      MT  (+/- 180 meters Scaled)
 QR0290
 QR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ215849(NAD 83)
 QR0290
 QR0290                          SUPERSEDED SURVEY CONTROL
 QR0290
 QR0290  NGVD 29 (??/??/92)  643.483  (m)         2111.16   (f) ADJ UNCH    2 0
 QR0290
 QR0290.Superseded values are not recommended for survey control.
 QR0290
 QR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0290.See file dsdata.pdf to determine how the superseded data were derived.
 QR0290
 QR0290_MARKER: DB = BENCH MARK DISK
 QR0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0290_STAMPING: B 308 1945
 QR0290_MARK LOGO: CGS
 QR0290_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0290+STABILITY: SURFACE MOTION
 QR0290
 QR0290  HISTORY     - Date     Condition        Report By
 QR0290  HISTORY     - 1945     MONUMENTED       CGS
 QR0290  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0290
 QR0290                          STATION DESCRIPTION
 QR0290
 QR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QR0290'2 MI W FROM GETTYSBURG.
 QR0290'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT
 QR0290'0.2 MILE NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, IN
 QR0290'THE NORTHWEST CORNER OF A HAYFIELD, 83 FEET SOUTH OF THE CENTER
 QR0290'LINE OF THE HIGHWAY, 5 FEET SOUTHEAST OF A FENCE CORNER, ABOUT 2
 QR0290'FEET LOWER THAN THE HIGHWAY, AND 1 FOOT NORTH OF A WHITE WOODEN
 QR0290'WITNESS POST.  AN IRON BENCH-MARK DISK, STAMPED B 308 1945 AND
 QR0290'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 QR0290'THE GROUND.
 QR0290
 QR0290                          STATION RECOVERY (1974)
 QR0290
 QR0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0203 ***********************************************************************
 PT0203  DESIGNATION -  B 309
 PT0203  PID         -  PT0203
 PT0203  STATE/COUNTY-  SD/HUGHES
 PT0203  COUNTRY     -  US
 PT0203  USGS QUAD   -  PIERRE NE (2017)
 PT0203
 PT0203                         *CURRENT SURVEY CONTROL
 PT0203  ______________________________________________________________________
 PT0203* NAD 83(1986) POSITION- 44 29 52.     (N) 100 21 04.     (W)   SCALED
 PT0203* NAVD 88 ORTHO HEIGHT -   522.524 (meters)     1714.31  (feet) ADJUSTED
 PT0203  ______________________________________________________________________
 PT0203  GEOID HEIGHT    -        -23.132 (meters)                     GEOID18
 PT0203  DYNAMIC HEIGHT  -        522.424 (meters)     1713.99  (feet) COMP
 PT0203  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 PT0203
 PT0203  VERT ORDER      -  FIRST     CLASS II
 PT0203
 PT0203.The horizontal coordinates were scaled from a map and have
 PT0203.an estimated accuracy of +/- 6 seconds.
 PT0203
 PT0203.The orthometric height was determined by differential leveling and
 PT0203.adjusted by the NATIONAL GEODETIC SURVEY
 PT0203.in June 1991.
 PT0203
 PT0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0203.GEOID18 height accuracy estimate available here.
 PT0203
 PT0203.Click photographs - Photos may exist for this station.
 PT0203
 PT0203.The dynamic height is computed by dividing the NAVD 88
 PT0203.geopotential number by the normal gravity value computed on the
 PT0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0203.degrees latitude (g = 980.6199 gals.).
 PT0203
 PT0203.The modeled gravity was interpolated from observed gravity values.
 PT0203
 PT0203;                    North         East    Units  Estimated Accuracy
 PT0203;SPC SD S     -   240,470.      598,590.      MT  (+/- 180 meters Scaled)
 PT0203
 PT0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925280(NAD 83)
 PT0203
 PT0203                          SUPERSEDED SURVEY CONTROL
 PT0203
 PT0203  NGVD 29 (??/??/92)  522.138  (m)         1713.05   (f) ADJ UNCH    1 2
 PT0203
 PT0203.Superseded values are not recommended for survey control.
 PT0203
 PT0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0203.See file dsdata.pdf to determine how the superseded data were derived.
 PT0203
 PT0203_MARKER: DB = BENCH MARK DISK
 PT0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0203_STAMPING: B 309 1946
 PT0203_MARK LOGO: CGS
 PT0203_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0203+STABILITY: SURFACE MOTION
 PT0203
 PT0203  HISTORY     - Date     Condition        Report By
 PT0203  HISTORY     - 1946     MONUMENTED       CGS
 PT0203  HISTORY     - 1949     GOOD             CGS
 PT0203  HISTORY     - 1966     MARK NOT FOUND   USGS
 PT0203
 PT0203                          STATION DESCRIPTION
 PT0203
 PT0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0203'9 MI NE FROM PIERRE.
 PT0203'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0203'AT PIERRE, THENCE 7.7 MILES NORTH ALONG A GRAVELED ROAD, 150
 PT0203'FEET SOUTH OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 43 FEET
 PT0203'WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTH OF A FENCE,
 PT0203'2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 PT0203'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PT0203
 PT0203                          STATION RECOVERY (1966)
 PT0203
 PT0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PT0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0417 ***********************************************************************
 OR0417  DESIGNATION -  B 310
 OR0417  PID         -  OR0417
 OR0417  STATE/COUNTY-  SD/LYMAN
 OR0417  COUNTRY     -  US
 OR0417  USGS QUAD   -  OACOMA (2017)
 OR0417
 OR0417                         *CURRENT SURVEY CONTROL
 OR0417  ______________________________________________________________________
 OR0417* NAD 83(1986) POSITION- 43 48 26.     (N) 099 24 28.     (W)   SCALED
 OR0417* NAVD 88 ORTHO HEIGHT -   421.454 (meters)     1382.72  (feet) ADJUSTED
 OR0417  ______________________________________________________________________
 OR0417  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 OR0417  DYNAMIC HEIGHT  -        421.345 (meters)     1382.36  (feet) COMP
 OR0417  MODELED GRAVITY -    980,347.1   (mgal)                       NAVD 88
 OR0417
 OR0417  VERT ORDER      -  FIRST     CLASS II
 OR0417
 OR0417.The horizontal coordinates were scaled from a map and have
 OR0417.an estimated accuracy of +/- 6 seconds.
 OR0417
 OR0417.The orthometric height was determined by differential leveling and
 OR0417.adjusted by the NATIONAL GEODETIC SURVEY
 OR0417.in June 1991.
 OR0417
 OR0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0417.GEOID18 height accuracy estimate available here.
 OR0417
 OR0417.Click photographs - Photos may exist for this station.
 OR0417
 OR0417.The dynamic height is computed by dividing the NAVD 88
 OR0417.geopotential number by the normal gravity value computed on the
 OR0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0417.degrees latitude (g = 980.6199 gals.).
 OR0417
 OR0417.The modeled gravity was interpolated from observed gravity values.
 OR0417
 OR0417;                    North         East    Units  Estimated Accuracy
 OR0417;SPC SD S     -   164,150.      674,470.      MT  (+/- 180 meters Scaled)
 OR0417
 OR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP672505(NAD 83)
 OR0417
 OR0417                          SUPERSEDED SURVEY CONTROL
 OR0417
 OR0417  NGVD 29 (??/??/92)  421.128  (m)         1381.65   (f) ADJ UNCH    1 2
 OR0417
 OR0417.Superseded values are not recommended for survey control.
 OR0417
 OR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0417.See file dsdata.pdf to determine how the superseded data were derived.
 OR0417
 OR0417_MARKER: DB = BENCH MARK DISK
 OR0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0417_STAMPING: B 310 1945
 OR0417_MARK LOGO: CGS
 OR0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0417+STABILITY: SURFACE MOTION
 OR0417
 OR0417  HISTORY     - Date     Condition        Report By
 OR0417  HISTORY     - 1945     MONUMENTED       CGS
 OR0417
 OR0417                          STATION DESCRIPTION
 OR0417
 OR0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0417'1 MI NW FROM OACOMA.
 OR0417'1 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OR0417'PACIFIC RAILROAD FROM THE RAILROAD STATION AT OACOMA, 190 FEET
 OR0417'NORTHWEST OF STATION ONE MILE SIGN, 56 FEET SOUTHEAST OF THE
 OR0417'SIXTH POLE NORTHWEST OF MILE-POLE NO. 446, 49 FEET SOUTHWEST
 OR0417'OF THE CENTER OF THE TRACKS, 2 FEET NORTHEAST OF THE FENCE,
 OR0417'6 INCHES SOUTHEAST OF A 4 X 4 INCH WHITE WOODEN POST, AND ABOUT
 OR0417'5 FEET ABOVE THE LEVEL OF THE TRACKS.  STAMPED B 310 1945 AND
 OR0417'PROJECTS ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0044 ***********************************************************************
 QS0044  DESIGNATION -  B 311
 QS0044  PID         -  QS0044
 QS0044  STATE/COUNTY-  SD/CAMPBELL
 QS0044  COUNTRY     -  US
 QS0044  USGS QUAD   -  HERREID (2017)
 QS0044
 QS0044                         *CURRENT SURVEY CONTROL
 QS0044  ______________________________________________________________________
 QS0044* NAD 83(1986) POSITION- 45 49 52.     (N) 100 07 19.     (W)   SCALED
 QS0044* NAVD 88 ORTHO HEIGHT -   509.340 (meters)     1671.06  (feet) ADJUSTED
 QS0044  ______________________________________________________________________
 QS0044  GEOID HEIGHT    -        -22.096 (meters)                     GEOID18
 QS0044  DYNAMIC HEIGHT  -        509.308 (meters)     1670.95  (feet) COMP
 QS0044  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 QS0044
 QS0044  VERT ORDER      -  SECOND    CLASS 0
 QS0044
 QS0044.The horizontal coordinates were scaled from a map and have
 QS0044.an estimated accuracy of +/- 6 seconds.
 QS0044
 QS0044.The orthometric height was determined by differential leveling and
 QS0044.adjusted by the NATIONAL GEODETIC SURVEY
 QS0044.in June 1991.
 QS0044
 QS0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0044.GEOID18 height accuracy estimate available here.
 QS0044
 QS0044.Click photographs - Photos may exist for this station.
 QS0044
 QS0044.The dynamic height is computed by dividing the NAVD 88
 QS0044.geopotential number by the normal gravity value computed on the
 QS0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0044.degrees latitude (g = 980.6199 gals.).
 QS0044
 QS0044.The modeled gravity was interpolated from observed gravity values.
 QS0044
 QS0044;                    North         East    Units  Estimated Accuracy
 QS0044;SPC SD N     -   222,020.      590,530.      MT  (+/- 180 meters Scaled)
 QS0044
 QS0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR128758(NAD 83)
 QS0044
 QS0044                          SUPERSEDED SURVEY CONTROL
 QS0044
 QS0044  NGVD 29 (??/??/92)  508.958  (m)         1669.81   (f) ADJ UNCH    2 0
 QS0044
 QS0044.Superseded values are not recommended for survey control.
 QS0044
 QS0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0044.See file dsdata.pdf to determine how the superseded data were derived.
 QS0044
 QS0044_MARKER: DB = BENCH MARK DISK
 QS0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0044_STAMPING: B 311 1945
 QS0044_MARK LOGO: CGS
 QS0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0044+STABILITY: SURFACE MOTION
 QS0044
 QS0044  HISTORY     - Date     Condition        Report By
 QS0044  HISTORY     - 1945     MONUMENTED       CGS
 QS0044
 QS0044                          STATION DESCRIPTION
 QS0044
 QS0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0044'2.5 MI W FROM HERREID.
 QS0044'2.5 MILES WEST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT ST.
 QS0044'MARIE RAILROAD FROM THE STATION AT HERREID, SOUTH DAKOTA.  0.6
 QS0044'MILE EAST OF THE PLEASANT VIEW SCHOOL HOUSE, ABOUT 0.1 MILE
 QS0044'NORTHWEST OF A FARM HOUSE, 70.2 FEET SOUTH OF THE EIGHTH POLE
 QS0044'EAST OF MILE POST NO. 401, 49.0 FEET SOUTHWEST OF A PRIVATE
 QS0044'ROAD CROSSING, 44.0 FEET SOUTH OF THE SOUTH RAIL-- 15.0 FEET
 QS0044'WEST OF THE CENTERLINE OF A GATE, 2.0 FEET NORTH OF A FENCE
 QS0044'LINE, 2.0 FEET WEST OF A 4X4 INCH POST PAINTED WHITE.  IRON DISK
 QS0044'SET IN TOP OF CONCRETE POST.  STAMPED B 311 1945.  NOTE-- 1964
 QS0044'REPORT--THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 QS0044'IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0067 ***********************************************************************
 PT0067  DESIGNATION -  B 312
 PT0067  PID         -  PT0067
 PT0067  STATE/COUNTY-  SD/SULLY
 PT0067  COUNTRY     -  US
 PT0067  USGS QUAD   -  OKOBOJO NE (2017)
 PT0067
 PT0067                         *CURRENT SURVEY CONTROL
 PT0067  ______________________________________________________________________
 PT0067* NAD 83(1986) POSITION- 44 42 26.     (N) 100 19 29.     (W)   SCALED
 PT0067* NAVD 88 ORTHO HEIGHT -   563.989 (meters)     1850.35  (feet) ADJUSTED
 PT0067  ______________________________________________________________________
 PT0067  GEOID HEIGHT    -        -22.823 (meters)                     GEOID18
 PT0067  DYNAMIC HEIGHT  -        563.885 (meters)     1850.01  (feet) COMP
 PT0067  MODELED GRAVITY -    980,416.4   (mgal)                       NAVD 88
 PT0067
 PT0067  VERT ORDER      -  SECOND    CLASS 0
 PT0067
 PT0067.The horizontal coordinates were scaled from a map and have
 PT0067.an estimated accuracy of +/- 6 seconds.
 PT0067
 PT0067.The orthometric height was determined by differential leveling and
 PT0067.adjusted by the NATIONAL GEODETIC SURVEY
 PT0067.in June 1991.
 PT0067
 PT0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0067.GEOID18 height accuracy estimate available here.
 PT0067
 PT0067.Click photographs - Photos may exist for this station.
 PT0067
 PT0067.The dynamic height is computed by dividing the NAVD 88
 PT0067.geopotential number by the normal gravity value computed on the
 PT0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0067.degrees latitude (g = 980.6199 gals.).
 PT0067
 PT0067.The modeled gravity was interpolated from observed gravity values.
 PT0067
 PT0067;                    North         East    Units  Estimated Accuracy
 PT0067;SPC SD N     -    97,160.      574,270.      MT  (+/- 180 meters Scaled)
 PT0067
 PT0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ950512(NAD 83)
 PT0067
 PT0067                          SUPERSEDED SURVEY CONTROL
 PT0067
 PT0067  NGVD 29 (??/??/92)  563.603  (m)         1849.09   (f) ADJ UNCH    2 0
 PT0067
 PT0067.Superseded values are not recommended for survey control.
 PT0067
 PT0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0067.See file dsdata.pdf to determine how the superseded data were derived.
 PT0067
 PT0067_MARKER: DB = BENCH MARK DISK
 PT0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0067_STAMPING: B 312 1946
 PT0067_MARK LOGO: CGS
 PT0067_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0067+STABILITY: SURFACE MOTION
 PT0067
 PT0067  HISTORY     - Date     Condition        Report By
 PT0067  HISTORY     - 1946     MONUMENTED       CGS
 PT0067  HISTORY     - 1964     GOOD             USGS
 PT0067
 PT0067                          STATION DESCRIPTION
 PT0067
 PT0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0067'21.3 MI SW FROM AGAR.
 PT0067'21.3 MILES WEST SOUTHWEST 12.3 MILES WEST ALONG A GRAVEL ROAD
 PT0067'FROM AGAR, THENCE SOUTH 9.0 MILES TO A CROSS ROAD.  THE MARK IS
 PT0067'13.0 MILES WEST OF ONIDA, 7.5 MILES EAST OF OKOBOJO, 63.7 FEET
 PT0067'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE TWO
 PT0067'ROADS, 49 FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST
 PT0067'ROAD, 39.8 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 PT0067'ROAD, 18.2 FEET NORTH OF AN F.A.P. SIGN, 2.4 FEET SOUTH OF A WHITE
 PT0067'4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 PT0067'POST PROJECTING 2 INCHES ABOVE THE GROUND.  NEAR COR. SECS. 2, 3,
 PT0067'10 AND 11, T 114 N., R. 79 W.
 PT0067
 PT0067                          STATION RECOVERY (1964)
 PT0067
 PT0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0228 ***********************************************************************
 PT0228  DESIGNATION -  B 313
 PT0228  PID         -  PT0228
 PT0228  STATE/COUNTY-  SD/STANLEY
 PT0228  COUNTRY     -  US
 PT0228  USGS QUAD   -  OAHE DAM (2017)
 PT0228
 PT0228                         *CURRENT SURVEY CONTROL
 PT0228  ______________________________________________________________________
 PT0228* NAD 83(1986) POSITION- 44 23 07.     (N) 100 23 41.     (W)   SCALED
 PT0228* NAVD 88 ORTHO HEIGHT -   441.705 (meters)     1449.16  (feet) ADJUSTED
 PT0228  ______________________________________________________________________
 PT0228  GEOID HEIGHT    -        -23.370 (meters)                     GEOID18
 PT0228  DYNAMIC HEIGHT  -        441.615 (meters)     1448.87  (feet) COMP
 PT0228  MODELED GRAVITY -    980,400.2   (mgal)                       NAVD 88
 PT0228
 PT0228  VERT ORDER      -  FIRST     CLASS II
 PT0228
 PT0228.The horizontal coordinates were scaled from a map and have
 PT0228.an estimated accuracy of +/- 6 seconds.
 PT0228
 PT0228.The orthometric height was determined by differential leveling and
 PT0228.adjusted by the NATIONAL GEODETIC SURVEY
 PT0228.in June 1991.
 PT0228
 PT0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0228.GEOID18 height accuracy estimate available here.
 PT0228
 PT0228.Click photographs - Photos may exist for this station.
 PT0228
 PT0228.The dynamic height is computed by dividing the NAVD 88
 PT0228.geopotential number by the normal gravity value computed on the
 PT0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0228.degrees latitude (g = 980.6199 gals.).
 PT0228
 PT0228.The modeled gravity was interpolated from observed gravity values.
 PT0228
 PT0228;                    North         East    Units  Estimated Accuracy
 PT0228;SPC SD S     -   227,970.      595,110.      MT  (+/- 180 meters Scaled)
 PT0228
 PT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ889156(NAD 83)
 PT0228
 PT0228                          SUPERSEDED SURVEY CONTROL
 PT0228
 PT0228  NGVD 29 (??/??/92)  441.326  (m)         1447.92   (f) ADJ UNCH    1 2
 PT0228
 PT0228.Superseded values are not recommended for survey control.
 PT0228
 PT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0228.See file dsdata.pdf to determine how the superseded data were derived.
 PT0228
 PT0228_MARKER: DD = SURVEY DISK
 PT0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0228_STAMPING: B 313
 PT0228_MARK LOGO: USACE
 PT0228_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0228+STABILITY: SURFACE MOTION
 PT0228
 PT0228  HISTORY     - Date     Condition        Report By
 PT0228  HISTORY     - UNK      MONUMENTED       USACE
 PT0228  HISTORY     - 1949     GOOD             CGS
 PT0228  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0228  HISTORY     - 1978     MARK NOT FOUND   SDDT
 PT0228
 PT0228                          STATION DESCRIPTION
 PT0228
 PT0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0228'2.3 MI NW FROM FORT PIERRE.
 PT0228'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0228'NORTH WESTERN RAILWAY STATION AT FORT PIERRE, THENCE 0.9 MILE
 PT0228'NORTHWEST ALONG THE OAHE DAM SITE ROAD, 75 FEET NORTH OF A FENCE
 PT0228'CORNER, 71 FEET EAST OF THE CENTER LINE OF ROAD, 22 FEET
 PT0228'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHEAST,
 PT0228'1.3 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PT0228'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PT0228
 PT0228                          STATION RECOVERY (1973)
 PT0228
 PT0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0228'MARK NOT FOUND.
 PT0228
 PT0228                          STATION RECOVERY (1978)
 PT0228
 PT0228'RECOVERY NOTE BY SD DEPT OF TRANSP 1978
 PT0228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0353 ***********************************************************************
 PS0353  DESIGNATION -  B 314
 PS0353  PID         -  PS0353
 PS0353  STATE/COUNTY-  SD/HYDE
 PS0353  COUNTRY     -  US
 PS0353  USGS QUAD   -  MACS CORNER (2017)
 PS0353
 PS0353                         *CURRENT SURVEY CONTROL
 PS0353  ______________________________________________________________________
 PS0353* NAD 83(1986) POSITION- 44 15 59.     (N) 099 27 43.     (W)   SCALED
 PS0353* NAVD 88 ORTHO HEIGHT -   574.234 (meters)     1883.97  (feet) ADJUSTED
 PS0353  ______________________________________________________________________
 PS0353  GEOID HEIGHT    -        -24.221 (meters)                     GEOID18
 PS0353  DYNAMIC HEIGHT  -        574.108 (meters)     1883.55  (feet) COMP
 PS0353  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 PS0353
 PS0353  VERT ORDER      -  SECOND    CLASS 0
 PS0353
 PS0353.The horizontal coordinates were scaled from a map and have
 PS0353.an estimated accuracy of +/- 6 seconds.
 PS0353
 PS0353.The orthometric height was determined by differential leveling and
 PS0353.adjusted by the NATIONAL GEODETIC SURVEY
 PS0353.in June 1991.
 PS0353
 PS0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0353.GEOID18 height accuracy estimate available here.
 PS0353
 PS0353.Click photographs - Photos may exist for this station.
 PS0353
 PS0353.The dynamic height is computed by dividing the NAVD 88
 PS0353.geopotential number by the normal gravity value computed on the
 PS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0353.degrees latitude (g = 980.6199 gals.).
 PS0353
 PS0353.The modeled gravity was interpolated from observed gravity values.
 PS0353
 PS0353;                    North         East    Units  Estimated Accuracy
 PS0353;SPC SD N     -    48,270.      642,960.      MT  (+/- 180 meters Scaled)
 PS0353
 PS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ631015(NAD 83)
 PS0353
 PS0353                          SUPERSEDED SURVEY CONTROL
 PS0353
 PS0353  NGVD 29 (??/??/92)  573.887  (m)         1882.83   (f) ADJ UNCH    2 0
 PS0353
 PS0353.Superseded values are not recommended for survey control.
 PS0353
 PS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0353.See file dsdata.pdf to determine how the superseded data were derived.
 PS0353
 PS0353_MARKER: DB = BENCH MARK DISK
 PS0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0353_STAMPING: B 314 1946
 PS0353_MARK LOGO: CGS
 PS0353_PROJECTION: PROJECTING 3 CENTIMETERS
 PS0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0353+STABILITY: SURFACE MOTION
 PS0353
 PS0353  HISTORY     - Date     Condition        Report By
 PS0353  HISTORY     - 1946     MONUMENTED       CGS
 PS0353
 PS0353                          STATION DESCRIPTION
 PS0353
 PS0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0353'3 MI N FROM STEPHAN.
 PS0353'0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE CHURCH IN STEPHAN,
 PS0353'THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH
 PS0353'ALONG STATE HIGHWAY 47, THENCE 1.0 MILE WEST OR A GRAVEL ROAD
 PS0353'TO THE SITE OF THE MARK.  THE MARK IS SET AT A SECTION LINE.
 PS0353'31.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 PS0353'GRAVEL ROAD, 2.6 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET
 PS0353'NORTH OF A FENCE, 2.3 FEET EAST OF A WHITE 4 X 4 MARKER POST.
 PS0353'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PS0353'1 INCH ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0506 ***********************************************************************
 PS0506  DESIGNATION -  B 315
 PS0506  PID         -  PS0506
 PS0506  STATE/COUNTY-  SD/HUGHES
 PS0506  COUNTRY     -  US
 PS0506  USGS QUAD   -  JOE CREEK (2017)
 PS0506
 PS0506                         *CURRENT SURVEY CONTROL
 PS0506  ______________________________________________________________________
 PS0506* NAD 83(1986) POSITION- 44 12 30.37   (N) 099 50 49.25   (W)   HD_HELD1
 PS0506* NAVD 88 ORTHO HEIGHT -   515.096 (meters)     1689.94  (feet) ADJUSTED
 PS0506  ______________________________________________________________________
 PS0506  GEOID HEIGHT    -        -24.037 (meters)                     GEOID18
 PS0506  DYNAMIC HEIGHT  -        514.990 (meters)     1689.60  (feet) COMP
 PS0506  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 PS0506
 PS0506  VERT ORDER      -  FIRST     CLASS II
 PS0506
 PS0506.The horizontal coordinates were determined by differentially corrected
 PS0506.hand held GPS observations or other comparable positioning techniques
 PS0506.and have an estimated accuracy of +/- 3 meters.
 PS0506
 PS0506.The orthometric height was determined by differential leveling and
 PS0506.adjusted by the NATIONAL GEODETIC SURVEY
 PS0506.in June 1991.
 PS0506
 PS0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0506.GEOID18 height accuracy estimate available here.
 PS0506
 PS0506.Click photographs - Photos may exist for this station.
 PS0506
 PS0506.The dynamic height is computed by dividing the NAVD 88
 PS0506.geopotential number by the normal gravity value computed on the
 PS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0506.degrees latitude (g = 980.6199 gals.).
 PS0506
 PS0506.The modeled gravity was interpolated from observed gravity values.
 PS0506
 PS0506;                    North         East    Units  Estimated Accuracy
 PS0506;SPC SD S     -   208,427.6     638,867.2     MT  (+/- 3 meters HH1 GPS) 
 PS0506
 PS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3232995372(NAD 83)
 PS0506
 PS0506                          SUPERSEDED SURVEY CONTROL
 PS0506
 PS0506  NGVD 29 (??/??/92)  514.769  (m)         1688.87   (f) ADJ UNCH    1 2
 PS0506
 PS0506.Superseded values are not recommended for survey control.
 PS0506
 PS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0506.See file dsdata.pdf to determine how the superseded data were derived.
 PS0506
 PS0506_MARKER: DB = BENCH MARK DISK
 PS0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0506_STAMPING: B 315 1946
 PS0506_MARK LOGO: CGS
 PS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0506+STABILITY: SURFACE MOTION
 PS0506
 PS0506  HISTORY     - Date     Condition        Report By
 PS0506  HISTORY     - 1946     MONUMENTED       CGS
 PS0506  HISTORY     - 1949     GOOD             CGS
 PS0506
 PS0506                          STATION DESCRIPTION
 PS0506
 PS0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0506'8.2 MI SE FROM DE GREY.
 PS0506'8.2 MILES SOUTHEAST OF DE GREY, HUGHES COUNTY.  THIS BENCH MARK
 PS0506'MAY BE REACHED FROM THE POST OFFICE BY GOING 1.1 MILES EAST
 PS0506'ALONG STATE HIGHWAY 34, THENCE 2.6 MILES SOUTHEAST AND 4.5 MILES
 PS0506'SOUTH ALONG A GRADED COUNTY ROAD.  IT IS NEAR A SECTION CORNER
 PS0506'AND SOME RANCH BUILDINGS, 100 FEET SOUTHEAST OF THE SOUTHEAST
 PS0506'CORNER OF THE RANCH HOUSE, 50 FEET WEST OF THE CENTER LINE OF
 PS0506'THE ROAD, 8 FEET WEST OF A FENCE CORNER, 3 FEET SOUTH OF A FENCE,
 PS0506'AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 PS0506'DISK, STAMPED B 315 1946 AND SET IN THE TOP OF A CONCRETE POST.
 PS0506
 PS0506                          STATION RECOVERY (1949)
 PS0506
 PS0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0116 ***********************************************************************
 OR0116  DESIGNATION -  B 316
 OR0116  PID         -  OR0116
 OR0116  STATE/COUNTY-  SD/CHARLES MIX
 OR0116  COUNTRY     -  US
 OR0116  USGS QUAD   -  WAGNER (2017)
 OR0116
 OR0116                         *CURRENT SURVEY CONTROL
 OR0116  ______________________________________________________________________
 OR0116* NAD 83(1986) POSITION- 43 04 42.     (N) 098 17 36.     (W)   SCALED
 OR0116* NAVD 88 ORTHO HEIGHT -   441.756 (meters)     1449.33  (feet) ADJUSTED
 OR0116  ______________________________________________________________________
 OR0116  GEOID HEIGHT    -        -26.402 (meters)                     GEOID18
 OR0116  DYNAMIC HEIGHT  -        441.607 (meters)     1448.84  (feet) COMP
 OR0116  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 OR0116
 OR0116  VERT ORDER      -  SECOND    CLASS 0
 OR0116
 OR0116.The horizontal coordinates were scaled from a map and have
 OR0116.an estimated accuracy of +/- 6 seconds.
 OR0116
 OR0116.The orthometric height was determined by differential leveling and
 OR0116.adjusted by the NATIONAL GEODETIC SURVEY
 OR0116.in June 1991.
 OR0116
 OR0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0116.GEOID18 height accuracy estimate available here.
 OR0116
 OR0116.Click photographs - Photos may exist for this station.
 OR0116
 OR0116.The dynamic height is computed by dividing the NAVD 88
 OR0116.geopotential number by the normal gravity value computed on the
 OR0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0116.degrees latitude (g = 980.6199 gals.).
 OR0116
 OR0116.The modeled gravity was interpolated from observed gravity values.
 OR0116
 OR0116;                    North         East    Units  Estimated Accuracy
 OR0116;SPC SD S     -    84,800.      766,110.      MT  (+/- 180 meters Scaled)
 OR0116
 OR0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN575697(NAD 83)
 OR0116
 OR0116                          SUPERSEDED SURVEY CONTROL
 OR0116
 OR0116  NGVD 29 (??/??/92)  441.473  (m)         1448.40   (f) ADJ UNCH    2 0
 OR0116
 OR0116.Superseded values are not recommended for survey control.
 OR0116
 OR0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0116.See file dsdata.pdf to determine how the superseded data were derived.
 OR0116
 OR0116_MARKER: DB = BENCH MARK DISK
 OR0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0116_STAMPING: B 316 1946
 OR0116_MARK LOGO: CGS
 OR0116_PROJECTION: FLUSH
 OR0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0116+STABILITY: SURFACE MOTION
 OR0116
 OR0116  HISTORY     - Date     Condition        Report By
 OR0116  HISTORY     - 1946     MONUMENTED       CGS
 OR0116  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0116
 OR0116                          STATION DESCRIPTION
 OR0116
 OR0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0116'AT WAGNER.
 OR0116'AT WAGNER, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0116'RAILROAD, 81.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OR0116'STATION, 24.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT LOWER THAN
 OR0116'THE CENTER LINE OF THE MAIN TRACK, 63.0 FEET WEST OF THE CENTER
 OR0116'LINE OF A NORTH-SOUTH STREET, 6.7 FEET SOUTH OF AN EIGHTEEN INCH
 OR0116'ELM TREE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 OR0116'BRONZE DISK STAMPED B 316 1946 SET IN THE TOP OF A CONCRETE POST
 OR0116'WHICH IS FLUSH WITH GROUND.
 OR0116
 OR0116                          STATION RECOVERY (1993)
 OR0116
 OR0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1465 ***********************************************************************
 NM1465  DESIGNATION -  B 317
 NM1465  PID         -  NM1465
 NM1465  STATE/COUNTY-  SD/BON HOMME
 NM1465  COUNTRY     -  US
 NM1465  USGS QUAD   -  TYNDALL (2017)
 NM1465
 NM1465                         *CURRENT SURVEY CONTROL
 NM1465  ______________________________________________________________________
 NM1465* NAD 83(1986) POSITION- 42 53 38.47   (N) 097 48 26.40   (W)   HD_HELD1
 NM1465* NAVD 88 ORTHO HEIGHT -   386.547 (meters)     1268.20  (feet) ADJUSTED
 NM1465  ______________________________________________________________________
 NM1465  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 NM1465  DYNAMIC HEIGHT  -        386.423 (meters)     1267.79  (feet) COMP
 NM1465  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 NM1465
 NM1465  VERT ORDER      -  SECOND    CLASS 0
 NM1465
 NM1465.The horizontal coordinates were determined by differentially corrected
 NM1465.hand held GPS observations or other comparable positioning techniques
 NM1465.and have an estimated accuracy of +/- 3 meters.
 NM1465
 NM1465.The orthometric height was determined by differential leveling and
 NM1465.adjusted by the NATIONAL GEODETIC SURVEY
 NM1465.in June 1991.
 NM1465
 NM1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1465.GEOID18 height accuracy estimate available here.
 NM1465
 NM1465.Click photographs - Photos may exist for this station.
 NM1465
 NM1465.The dynamic height is computed by dividing the NAVD 88
 NM1465.geopotential number by the normal gravity value computed on the
 NM1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1465.degrees latitude (g = 980.6199 gals.).
 NM1465
 NM1465.The modeled gravity was interpolated from observed gravity values.
 NM1465
 NM1465;                    North         East    Units  Estimated Accuracy
 NM1465;SPC SD S     -    65,425.1     806,291.5     MT  (+/- 3 meters HH1 GPS) 
 NM1465
 NM1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9737949735(NAD 83)
 NM1465
 NM1465                          SUPERSEDED SURVEY CONTROL
 NM1465
 NM1465  NGVD 29 (??/??/92)  386.326  (m)         1267.47   (f) ADJ UNCH    2 0
 NM1465
 NM1465.Superseded values are not recommended for survey control.
 NM1465
 NM1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1465.See file dsdata.pdf to determine how the superseded data were derived.
 NM1465
 NM1465_MARKER: DB = BENCH MARK DISK
 NM1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1465_STAMPING: B 317 1946
 NM1465_MARK LOGO: CGS
 NM1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1465+STABILITY: SURFACE MOTION
 NM1465
 NM1465  HISTORY     - Date     Condition        Report By
 NM1465  HISTORY     - 1946     MONUMENTED       CGS
 NM1465
 NM1465                          STATION DESCRIPTION
 NM1465
 NM1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1465'7.3 MI NE FROM SPRINGFIELD.
 NM1465'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1465'ALONG STATE HIGHWAY NO. 37, THENCE EAST 4.3 MILES ALONG A GRAVELED
 NM1465'ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHEAST CORNER
 NM1465'OF A SCHOOL HOUSE YARD, 93.0 FEET NORTH OF AND ABOUT LEVEL WITH
 NM1465'THE CENTER LINE OF THE GRAVELED ROAD, 135.0 FEET SOUTHEAST OF THE
 NM1465'SOUTHEAST CORNER OF THE SCHOOL HOUSE, 58.5 FEET NORTH OF A FENCE
 NM1465'CORNER, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN
 NM1465'X 4 IN MARKER POST.  A BRONZE DISK STAMPED B 317 1946 SET IN THE
 NM1465'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0523 ***********************************************************************
 OR0523  DESIGNATION -  B 318
 OR0523  PID         -  OR0523
 OR0523  STATE/COUNTY-  SD/GREGORY
 OR0523  COUNTRY     -  US
 OR0523  USGS QUAD   -  GREGORY (2017)
 OR0523
 OR0523                         *CURRENT SURVEY CONTROL
 OR0523  ______________________________________________________________________
 OR0523* NAD 83(1986) POSITION- 43 11 47.     (N) 099 26 07.     (W)   SCALED
 OR0523* NAVD 88 ORTHO HEIGHT -   638.932 (meters)     2096.23  (feet) ADJUSTED
 OR0523  ______________________________________________________________________
 OR0523  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 OR0523  DYNAMIC HEIGHT  -        638.686 (meters)     2095.42  (feet) COMP
 OR0523  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 OR0523
 OR0523  VERT ORDER      -  SECOND    CLASS 0
 OR0523
 OR0523.The horizontal coordinates were scaled from a map and have
 OR0523.an estimated accuracy of +/- 6 seconds.
 OR0523
 OR0523.The orthometric height was determined by differential leveling and
 OR0523.adjusted by the NATIONAL GEODETIC SURVEY
 OR0523.in June 1991.
 OR0523
 OR0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0523.GEOID18 height accuracy estimate available here.
 OR0523
 OR0523.Click photographs - Photos may exist for this station.
 OR0523
 OR0523.The dynamic height is computed by dividing the NAVD 88
 OR0523.geopotential number by the normal gravity value computed on the
 OR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0523.degrees latitude (g = 980.6199 gals.).
 OR0523
 OR0523.The modeled gravity was interpolated from observed gravity values.
 OR0523
 OR0523;                    North         East    Units  Estimated Accuracy
 OR0523;SPC SD S     -    96,270.      672,990.      MT  (+/- 180 meters Scaled)
 OR0523
 OR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN646827(NAD 83)
 OR0523
 OR0523                          SUPERSEDED SURVEY CONTROL
 OR0523
 OR0523  NGVD 29 (??/??/92)  638.592  (m)         2095.11   (f) ADJ UNCH    2 0
 OR0523
 OR0523.Superseded values are not recommended for survey control.
 OR0523
 OR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0523.See file dsdata.pdf to determine how the superseded data were derived.
 OR0523
 OR0523_MARKER: DB = BENCH MARK DISK
 OR0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0523_STAMPING: B 318 1946
 OR0523_MARK LOGO: CGS
 OR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0523+STABILITY: SURFACE MOTION
 OR0523
 OR0523  HISTORY     - Date     Condition        Report By
 OR0523  HISTORY     - 1946     MONUMENTED       CGS
 OR0523  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0523
 OR0523                          STATION DESCRIPTION
 OR0523
 OR0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0523'2.2 MI S FROM GREGORY.
 OR0523'ALONG A GRAVELED COUNTY ROAD, 2.2 MILES SOUTH OF THE CHICAGO
 OR0523'AND NORTHWESTERN RAILROAD STATION IN GREGORY, AT THE GREGORY
 OR0523'AIRPORT, NEAR A FENCE CORNER, 30 FEET WEST OF THE CENTER OF THE
 OR0523'ROAD, 15 FEET EAST OF THE SOUTHEAST CORNER OF THE MOST EASTERLY
 OR0523'AIRPLANE HANGAR, 4 FEET NORTH OF A CORNER FENCE POST.
 OR0523
 OR0523                          STATION RECOVERY (1962)
 OR0523
 OR0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0478 ***********************************************************************
 OQ0478  DESIGNATION -  B 319
 OQ0478  PID         -  OQ0478
 OQ0478  STATE/COUNTY-  SD/BON HOMME
 OQ0478  COUNTRY     -  US
 OQ0478  USGS QUAD   -  KLOUCEK LAKE (2017)
 OQ0478
 OQ0478                         *CURRENT SURVEY CONTROL
 OQ0478  ______________________________________________________________________
 OQ0478* NAD 83(1986) POSITION- 43 05 36.     (N) 097 40 53.     (W)   SCALED
 OQ0478* NAVD 88 ORTHO HEIGHT -   411.139 (meters)     1348.88  (feet) ADJUSTED
 OQ0478  ______________________________________________________________________
 OQ0478  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 OQ0478  DYNAMIC HEIGHT  -        411.016 (meters)     1348.48  (feet) COMP
 OQ0478  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 OQ0478
 OQ0478  VERT ORDER      -  SECOND    CLASS 0
 OQ0478
 OQ0478.The horizontal coordinates were scaled from a map and have
 OQ0478.an estimated accuracy of +/- 6 seconds.
 OQ0478
 OQ0478.The orthometric height was determined by differential leveling and
 OQ0478.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0478.in June 1991.
 OQ0478
 OQ0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0478.GEOID18 height accuracy estimate available here.
 OQ0478
 OQ0478.Click photographs - Photos may exist for this station.
 OQ0478
 OQ0478.The dynamic height is computed by dividing the NAVD 88
 OQ0478.geopotential number by the normal gravity value computed on the
 OQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0478.degrees latitude (g = 980.6199 gals.).
 OQ0478
 OQ0478.The modeled gravity was interpolated from observed gravity values.
 OQ0478
 OQ0478;                    North         East    Units  Estimated Accuracy
 OQ0478;SPC SD S     -    87,880.      815,870.      MT  (+/- 180 meters Scaled)
 OQ0478
 OQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN073720(NAD 83)
 OQ0478
 OQ0478                          SUPERSEDED SURVEY CONTROL
 OQ0478
 OQ0478  NGVD 29 (??/??/92)  410.895  (m)         1348.08   (f) ADJ UNCH    2 0
 OQ0478
 OQ0478.Superseded values are not recommended for survey control.
 OQ0478
 OQ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0478.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0478
 OQ0478_MARKER: DB = BENCH MARK DISK
 OQ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0478_STAMPING: B 319 1946
 OQ0478_MARK LOGO: CGS
 OQ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0478+STABILITY: SURFACE MOTION
 OQ0478
 OQ0478  HISTORY     - Date     Condition        Report By
 OQ0478  HISTORY     - 1946     MONUMENTED       CGS
 OQ0478  HISTORY     - 1974     GOOD             USGS
 OQ0478
 OQ0478                          STATION DESCRIPTION
 OQ0478
 OQ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0478'5.6 MI SE FROM SCOTLAND.
 OQ0478'SCOTLAND 3.7 MILE SOUTH, 1.9 MILE EAST OF, T 96 N, R 58 W, IN
 OQ0478'THE NE 1/4 OF SECTION 34, 125 YARDS NORTH OF MILEPOST 597 ON
 OQ0478'THE C. M. ST. P. RR, 31 FEET NE OF A WHISTLE POST, 47 FEET NE
 OQ0478'OF CENTER OF THE RR TRACK, 2 FEET SW OF THE NORTH ROW FENCE, IN
 OQ0478'A CONCRETE POST A STD DISK STAMPED B 319 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0328 ***********************************************************************
 QT0328  DESIGNATION -  B 32
 QT0328  PID         -  QT0328
 QT0328  STATE/COUNTY-  SD/HARDING
 QT0328  COUNTRY     -  US
 QT0328  USGS QUAD   -  BUFFALO (2017)
 QT0328
 QT0328                         *CURRENT SURVEY CONTROL
 QT0328  ______________________________________________________________________
 QT0328* NAD 83(1986) POSITION- 45 35 04.20   (N) 103 32 45.42   (W)   HD_HELD1
 QT0328* NAVD 88 ORTHO HEIGHT -   877.377 (meters)     2878.53  (feet) ADJUSTED
 QT0328  ______________________________________________________________________
 QT0328  GEOID HEIGHT    -        -15.965 (meters)                     GEOID18
 QT0328  DYNAMIC HEIGHT  -        877.242 (meters)     2878.08  (feet) COMP
 QT0328  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 QT0328
 QT0328  VERT ORDER      -  FIRST     CLASS II
 QT0328
 QT0328.The horizontal coordinates were determined by differentially corrected
 QT0328.hand held GPS observations or other comparable positioning techniques
 QT0328.and have an estimated accuracy of +/- 3 meters.
 QT0328
 QT0328.The orthometric height was determined by differential leveling and
 QT0328.adjusted by the NATIONAL GEODETIC SURVEY
 QT0328.in June 1991.
 QT0328
 QT0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0328.GEOID18 height accuracy estimate available here.
 QT0328
 QT0328.Click photographs - Photos may exist for this station.
 QT0328
 QT0328.The dynamic height is computed by dividing the NAVD 88
 QT0328.geopotential number by the normal gravity value computed on the
 QT0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0328.degrees latitude (g = 980.6199 gals.).
 QT0328
 QT0328.The modeled gravity was interpolated from observed gravity values.
 QT0328
 QT0328;                    North         East    Units  Estimated Accuracy
 QT0328;SPC SD N     -   200,658.8     323,363.6     MT  (+/- 3 meters HH1 GPS) 
 QT0328
 QT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1342948912(NAD 83)
 QT0328
 QT0328                          SUPERSEDED SURVEY CONTROL
 QT0328
 QT0328  NGVD 29 (??/??/92)  876.893  (m)         2876.94   (f) ADJ UNCH    1 2
 QT0328
 QT0328.Superseded values are not recommended for survey control.
 QT0328
 QT0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0328.See file dsdata.pdf to determine how the superseded data were derived.
 QT0328
 QT0328_MARKER: DB = BENCH MARK DISK
 QT0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0328_STAMPING: B 32 1934
 QT0328_MARK LOGO: CGS
 QT0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0328+STABILITY: SURFACE MOTION
 QT0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0328+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 QT0328
 QT0328  HISTORY     - Date     Condition        Report By
 QT0328  HISTORY     - 1934     MONUMENTED       CGS
 QT0328  HISTORY     - 1953     GOOD             CGS
 QT0328  HISTORY     - 1979     GOOD             NGS
 QT0328  HISTORY     - 19980928 GOOD             NGS
 QT0328  HISTORY     - 20020919 GOOD             NGS
 QT0328  HISTORY     - 20100520 GOOD             GEOCAC
 QT0328
 QT0328                          STATION DESCRIPTION
 QT0328
 QT0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0328'IN BUFFALO.
 QT0328'AT BUFFALO, HARDING COUNTY, AT THE SOUTHEAST CORNER OF THE CITY
 QT0328'SCHOOLHOUSE YARD, ABOUT 57 YARDS SOUTHEAST OF THE SOUTHEAST
 QT0328'CORNER OF THE BUILDING, AND 4 FEET FROM EITHER FENCE.  A STANDARD
 QT0328'DISK, STAMPED B 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0328
 QT0328                          STATION RECOVERY (1953)
 QT0328
 QT0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QT0328'RECOVERED IN GOOD CONDITION.
 QT0328
 QT0328                          STATION RECOVERY (1979)
 QT0328
 QT0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QT0328'AT BUFFALO, AT THE SOUTH EAST CORNER OF SCHOOL YARD, 48.5 FEET NORTH
 QT0328'OF CENTER OF STREET, 44 FEET WEST OF CENTER OF U.S. HIGH- WAY 85, 7.5
 QT0328'FEET NORTHWEST OF FENCE CORNER, 6.5 FEET NORTH OF FENCE, 4.3 FEET
 QT0328'WEST OF FENCE.
 QT0328
 QT0328                          STATION RECOVERY (1998)
 QT0328
 QT0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0328'0.3 KM (0.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0328'STATE HIGHWAY 20 IN BUFFALO, NEAR THE SOUTHEAST CORNER OF THE HARDING
 QT0328'COUNTY SCHOOL GROUNDS, 829.0 M (2719.8 FT) NORTH OF MILEPOST 126, 15.5
 QT0328'M (50.9 FT) NORTH OF THE CENTER OF A STREET, 13.5 M (44.3 FT) WEST OF
 QT0328'THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) NORTHWEST OF A FENCE CORNER,
 QT0328'2.0 M (6.6 FT) NORTH OF A FENCE, 1.1 M (3.6 FT) WEST OF A FENCE, 0.3 M
 QT0328'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 QT0328'M (0.3 FT) ABOVE THE GROUND SURFACE.
 QT0328
 QT0328                          STATION RECOVERY (2002)
 QT0328
 QT0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 QT0328'THIS IS GRAVITY BASE STATION 'BUFFALO B,' DOD 4032-1, IGB 15553B.
 QT0328
 QT0328                          STATION RECOVERY (2010)
 QT0328
 QT0328'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 QT0328'MARK IS 2.0 FT SOUTHEAST OF THE BASE OF THE SLIDE LADDER AND FLUSH
 QT0328'WITH THE PLAYGROUND GRAVEL SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0182 ***********************************************************************
 OS0182  DESIGNATION -  B 320
 OS0182  PID         -  OS0182
 OS0182  STATE/COUNTY-  SD/TODD
 OS0182  COUNTRY     -  US
 OS0182  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0182
 OS0182                         *CURRENT SURVEY CONTROL
 OS0182  ______________________________________________________________________
 OS0182* NAD 83(1986) POSITION- 43 01 51.     (N) 100 36 37.     (W)   SCALED
 OS0182* NAVD 88 ORTHO HEIGHT -   838.013 (meters)     2749.38  (feet) ADJUSTED
 OS0182  ______________________________________________________________________
 OS0182  GEOID HEIGHT    -        -22.217 (meters)                     GEOID18
 OS0182  DYNAMIC HEIGHT  -        837.673 (meters)     2748.27  (feet) COMP
 OS0182  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 OS0182
 OS0182  VERT ORDER      -  FIRST     CLASS II
 OS0182
 OS0182.The horizontal coordinates were scaled from a map and have
 OS0182.an estimated accuracy of +/- 6 seconds.
 OS0182
 OS0182.The orthometric height was determined by differential leveling and
 OS0182.adjusted by the NATIONAL GEODETIC SURVEY
 OS0182.in June 1991.
 OS0182
 OS0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0182.GEOID18 height accuracy estimate available here.
 OS0182
 OS0182.Click photographs - Photos may exist for this station.
 OS0182
 OS0182.The dynamic height is computed by dividing the NAVD 88
 OS0182.geopotential number by the normal gravity value computed on the
 OS0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0182.degrees latitude (g = 980.6199 gals.).
 OS0182
 OS0182.The modeled gravity was interpolated from observed gravity values.
 OS0182
 OS0182;                    North         East    Units  Estimated Accuracy
 OS0182;SPC SD S     -    77,520.      577,430.      MT  (+/- 180 meters Scaled)
 OS0182
 OS0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN688654(NAD 83)
 OS0182
 OS0182                          SUPERSEDED SURVEY CONTROL
 OS0182
 OS0182  NGVD 29 (??/??/92)  837.688  (m)         2748.31   (f) ADJ UNCH    1 2
 OS0182
 OS0182.Superseded values are not recommended for survey control.
 OS0182
 OS0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0182.See file dsdata.pdf to determine how the superseded data were derived.
 OS0182
 OS0182_MARKER: DB = BENCH MARK DISK
 OS0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0182_STAMPING: B 320 1946
 OS0182_MARK LOGO: CGS
 OS0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0182+STABILITY: SURFACE MOTION
 OS0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0182+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 OS0182
 OS0182  HISTORY     - Date     Condition        Report By
 OS0182  HISTORY     - 1946     MONUMENTED       CGS
 OS0182  HISTORY     - 19920723 GOOD             NGS
 OS0182
 OS0182                          STATION DESCRIPTION
 OS0182
 OS0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0182'13.2 MI N FROM VALENTINE.
 OS0182'ABOUT 13.2 MILES NORTH ALONG U.S. HIGHWAY NO. 83 FROM THE
 OS0182'COURTHOUSE AT VALENTINE, CHERRY COUNTY, NEBRASKA.  ABOUT 2.0
 OS0182'MILES NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE AND AT THE
 OS0182'INTERSECTION WITH AN EAST-WEST DIRT ROAD.  44 FEET WEST OF AND
 OS0182'ABOUT 3 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 33 FEET
 OS0182'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 11 FEET WEST
 OS0182'OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT WEST OF A 4 IN X 4 IN
 OS0182'MARKER POST.  A BRONZE DISC STAMPED B 320 1946 AND SET IN THE
 OS0182'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 OS0182
 OS0182                          STATION RECOVERY (1992)
 OS0182
 OS0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0182'16.0 KM (9.95 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 OS0182'COURTHOUSE IN VALENTINE, NE, THENCE 2.1 KM (1.30 MI) WESTERLY ALONG A
 OS0182'DIRT ROAD, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A ROAD LEADING TO
 OS0182'THE COX CATTLE COMPANY NORTH RANCH, THENCE CONTINUE 1.4 KM (0.85 MI)
 OS0182'NORTHERLY ALONG AN ABANDONED ROAD, 12.8 M (42.0 FT) WEST OF THE
 OS0182'CENTER OF THE ROAD, 9.7 M (31.8 FT) SOUTH OF A FENCE, 3.8 M (12.5 FT)
 OS0182'WEST OF A WITNESS POST AND FENCE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF
 OS0182'THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OS0182'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY BILL COX, COX CATTLE
 OS0182'COMPANY, HC 14 BOX 104, VALENTINE, NE 69201, TELEPHONE NUMBER (402)
 OS0182'376-2579.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0119 ***********************************************************************
 OS0119  DESIGNATION -  B 321
 OS0119  PID         -  OS0119
 OS0119  STATE/COUNTY-  SD/TODD
 OS0119  COUNTRY     -  US
 OS0119  USGS QUAD   -  KEYAPAHA (2017)
 OS0119
 OS0119                         *CURRENT SURVEY CONTROL
 OS0119  ______________________________________________________________________
 OS0119* NAD 83(1986) POSITION- 43 06 14.     (N) 100 14 17.     (W)   SCALED
 OS0119* NAVD 88 ORTHO HEIGHT -   735.017 (meters)     2411.47  (feet) ADJUSTED
 OS0119  ______________________________________________________________________
 OS0119  GEOID HEIGHT    -        -23.516 (meters)                     GEOID18
 OS0119  DYNAMIC HEIGHT  -        734.729 (meters)     2410.52  (feet) COMP
 OS0119  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 OS0119
 OS0119  VERT ORDER      -  SECOND    CLASS 0
 OS0119
 OS0119.The horizontal coordinates were scaled from a map and have
 OS0119.an estimated accuracy of +/- 6 seconds.
 OS0119
 OS0119.The orthometric height was determined by differential leveling and
 OS0119.adjusted by the NATIONAL GEODETIC SURVEY
 OS0119.in June 1991.
 OS0119
 OS0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0119.GEOID18 height accuracy estimate available here.
 OS0119
 OS0119.Click photographs - Photos may exist for this station.
 OS0119
 OS0119.The dynamic height is computed by dividing the NAVD 88
 OS0119.geopotential number by the normal gravity value computed on the
 OS0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0119.degrees latitude (g = 980.6199 gals.).
 OS0119
 OS0119.The modeled gravity was interpolated from observed gravity values.
 OS0119
 OS0119;                    North         East    Units  Estimated Accuracy
 OS0119;SPC SD S     -    85,610.      607,760.      MT  (+/- 180 meters Scaled)
 OS0119
 OS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN992730(NAD 83)
 OS0119
 OS0119                          SUPERSEDED SURVEY CONTROL
 OS0119
 OS0119  NGVD 29 (??/??/92)  734.684  (m)         2410.38   (f) ADJ UNCH    2 0
 OS0119
 OS0119.Superseded values are not recommended for survey control.
 OS0119
 OS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0119.See file dsdata.pdf to determine how the superseded data were derived.
 OS0119
 OS0119_MARKER: DB = BENCH MARK DISK
 OS0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0119_STAMPING: B 321 1946
 OS0119_MARK LOGO: CGS
 OS0119_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0119+STABILITY: SURFACE MOTION
 OS0119
 OS0119  HISTORY     - Date     Condition        Report By
 OS0119  HISTORY     - 1946     MONUMENTED       CGS
 OS0119
 OS0119                          STATION DESCRIPTION
 OS0119
 OS0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0119'5.6 MI W FROM KEYAPAHA.
 OS0119'ABOUT 5.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0119'OFFICE AT KEYAPAHA, AND AT THE JUNCTION WITH A DIRT ROAD LEADING
 OS0119'NORTH, 56 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 OS0119'THE EAST-WEST ROAD, 26 FEET WEST OF THE CENTER LINE OF THE
 OS0119'NORTH-SOUTH ROAD.  A BRONZE DISC STAMPED B 321 1946 AND SET IN
 OS0119'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0089 ***********************************************************************
 OS0089  DESIGNATION -  B 322
 OS0089  PID         -  OS0089
 OS0089  STATE/COUNTY-  SD/TRIPP
 OS0089  COUNTRY     -  US
 OS0089  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0089
 OS0089                         *CURRENT SURVEY CONTROL
 OS0089  ______________________________________________________________________
 OS0089* NAD 83(1986) POSITION- 43 13 30.     (N) 100 09 58.     (W)   SCALED
 OS0089* NAVD 88 ORTHO HEIGHT -   752.720 (meters)     2469.55  (feet) ADJUSTED
 OS0089  ______________________________________________________________________
 OS0089  GEOID HEIGHT    -        -24.121 (meters)                     GEOID18
 OS0089  DYNAMIC HEIGHT  -        752.434 (meters)     2468.61  (feet) COMP
 OS0089  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 OS0089
 OS0089  VERT ORDER      -  SECOND    CLASS 0
 OS0089
 OS0089.The horizontal coordinates were scaled from a map and have
 OS0089.an estimated accuracy of +/- 6 seconds.
 OS0089
 OS0089.The orthometric height was determined by differential leveling and
 OS0089.adjusted by the NATIONAL GEODETIC SURVEY
 OS0089.in June 1991.
 OS0089
 OS0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0089.GEOID18 height accuracy estimate available here.
 OS0089
 OS0089.Click photographs - Photos may exist for this station.
 OS0089
 OS0089.The dynamic height is computed by dividing the NAVD 88
 OS0089.geopotential number by the normal gravity value computed on the
 OS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0089.degrees latitude (g = 980.6199 gals.).
 OS0089
 OS0089.The modeled gravity was interpolated from observed gravity values.
 OS0089
 OS0089;                    North         East    Units  Estimated Accuracy
 OS0089;SPC SD S     -    99,070.      613,590.      MT  (+/- 180 meters Scaled)
 OS0089
 OS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN052864(NAD 83)
 OS0089
 OS0089                          SUPERSEDED SURVEY CONTROL
 OS0089
 OS0089  NGVD 29 (??/??/92)  752.370  (m)         2468.40   (f) ADJ UNCH    2 0
 OS0089
 OS0089.Superseded values are not recommended for survey control.
 OS0089
 OS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0089.See file dsdata.pdf to determine how the superseded data were derived.
 OS0089
 OS0089_MARKER: DB = BENCH MARK DISK
 OS0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0089_STAMPING: B 322 1946
 OS0089_MARK LOGO: CGS
 OS0089_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0089+STABILITY: SURFACE MOTION
 OS0089
 OS0089  HISTORY     - Date     Condition        Report By
 OS0089  HISTORY     - 1946     MONUMENTED       CGS
 OS0089  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0089
 OS0089                          STATION DESCRIPTION
 OS0089
 OS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0089'9.5 MI NW FROM KEYAPAHA.
 OS0089'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0089'KEYAPAHA, THENCE 8.0 MILES NORTH ALONG A DIRT ROAD, AND AT A
 OS0089'ROAD INTERSECTION, 78 FEET SOUTH OF THE CENTER LINE OF THE
 OS0089'EAST-WEST ROAD, 43 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE
 OS0089'CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT NORTH OF A 4 IN X
 OS0089'4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 OS0089'B 322 1946.
 OS0089
 OS0089                          STATION RECOVERY (1977)
 OS0089
 OS0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0828 ***********************************************************************
 NM0828  DESIGNATION -  B 324
 NM0828  PID         -  NM0828
 NM0828  STATE/COUNTY-  SD/UNION
 NM0828  COUNTRY     -  US
 NM0828  USGS QUAD   -  ELK POINT (2017)
 NM0828
 NM0828                         *CURRENT SURVEY CONTROL
 NM0828  ______________________________________________________________________
 NM0828* NAD 83(1986) POSITION- 42 42 00.     (N) 096 38 53.     (W)   SCALED
 NM0828* NAVD 88 ORTHO HEIGHT -   340.690 (meters)     1117.75  (feet) ADJUSTED
 NM0828  ______________________________________________________________________
 NM0828  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 NM0828  DYNAMIC HEIGHT  -        340.591 (meters)     1117.42  (feet) COMP
 NM0828  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 NM0828
 NM0828  VERT ORDER      -  FIRST     CLASS II
 NM0828
 NM0828.The horizontal coordinates were scaled from a map and have
 NM0828.an estimated accuracy of +/- 6 seconds.
 NM0828
 NM0828.The orthometric height was determined by differential leveling and
 NM0828.adjusted by the NATIONAL GEODETIC SURVEY
 NM0828.in June 1991.
 NM0828
 NM0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0828.GEOID18 height accuracy estimate available here.
 NM0828
 NM0828.Click photographs - Photos may exist for this station.
 NM0828
 NM0828.The dynamic height is computed by dividing the NAVD 88
 NM0828.geopotential number by the normal gravity value computed on the
 NM0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0828.degrees latitude (g = 980.6199 gals.).
 NM0828
 NM0828.The modeled gravity was interpolated from observed gravity values.
 NM0828
 NM0828;                    North         East    Units  Estimated Accuracy
 NM0828;SPC SD S     -    47,430.      901,870.      MT  (+/- 180 meters Scaled)
 NM0828
 NM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN926301(NAD 83)
 NM0828
 NM0828                          SUPERSEDED SURVEY CONTROL
 NM0828
 NM0828  NGVD 29 (??/??/92)  340.511  (m)         1117.16   (f) ADJ UNCH    1 2
 NM0828
 NM0828.Superseded values are not recommended for survey control.
 NM0828
 NM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0828.See file dsdata.pdf to determine how the superseded data were derived.
 NM0828
 NM0828_MARKER: DB = BENCH MARK DISK
 NM0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0828_STAMPING: B 324 1948
 NM0828_MARK LOGO: CGS
 NM0828_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0828+STABILITY: SURFACE MOTION
 NM0828
 NM0828  HISTORY     - Date     Condition        Report By
 NM0828  HISTORY     - 1948     MONUMENTED       CGS
 NM0828  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0828
 NM0828                          STATION DESCRIPTION
 NM0828
 NM0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0828'2 MI NE FROM ELK POINT.
 NM0828'2.0 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0828'PACIFIC RAILROAD FROM THE SOUTH WYE SWITCH STATION BUILDING AT
 NM0828'ELK POINT, 0.25 MILE SOUTHWEST OF A PUBLIC ROAD CROSSING, 110.0
 NM0828'FEET SOUTH OF MILEPOST NO. 2, 55.1 FEET SOUTHWEST OF AN INVERTED
 NM0828'U PIPE OF A PIPE LINE, 45.5 FEET SOUTHEAST OF THE SOUTHEAST
 NM0828'RAIL OF THE TRACK, 1.2 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 NM0828'FENCE, 1.5 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 NM0828'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0828
 NM0828                          STATION RECOVERY (2012)
 NM0828
 NM0828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0828'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0850 ***********************************************************************
 NM0850  DESIGNATION -  B 325
 NM0850  PID         -  NM0850
 NM0850  STATE/COUNTY-  SD/UNION
 NM0850  COUNTRY     -  US
 NM0850  USGS QUAD   -  PONCA (2017)
 NM0850
 NM0850                         *CURRENT SURVEY CONTROL
 NM0850  ______________________________________________________________________
 NM0850* NAD 83(1986) POSITION- 42 36 17.     (N) 096 42 36.     (W)   SCALED
 NM0850* NAVD 88 ORTHO HEIGHT -   340.034 (meters)     1115.59  (feet) ADJUSTED
 NM0850  ______________________________________________________________________
 NM0850  GEOID HEIGHT    -        -25.582 (meters)                     GEOID18
 NM0850  DYNAMIC HEIGHT  -        339.929 (meters)     1115.25  (feet) COMP
 NM0850  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 NM0850
 NM0850  VERT ORDER      -  SECOND    CLASS 0
 NM0850
 NM0850.The horizontal coordinates were scaled from a map and have
 NM0850.an estimated accuracy of +/- 6 seconds.
 NM0850
 NM0850.The orthometric height was determined by differential leveling and
 NM0850.adjusted by the NATIONAL GEODETIC SURVEY
 NM0850.in June 1991.
 NM0850
 NM0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0850.GEOID18 height accuracy estimate available here.
 NM0850
 NM0850.Click photographs - Photos may exist for this station.
 NM0850
 NM0850.The dynamic height is computed by dividing the NAVD 88
 NM0850.geopotential number by the normal gravity value computed on the
 NM0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0850.degrees latitude (g = 980.6199 gals.).
 NM0850
 NM0850.The modeled gravity was interpolated from observed gravity values.
 NM0850
 NM0850;                    North         East    Units  Estimated Accuracy
 NM0850;SPC SD S     -    36,640.      897,260.      MT  (+/- 180 meters Scaled)
 NM0850
 NM0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN878194(NAD 83)
 NM0850
 NM0850                          SUPERSEDED SURVEY CONTROL
 NM0850
 NM0850  NGVD 29 (??/??/92)  339.858  (m)         1115.02   (f) ADJ UNCH    2 0
 NM0850
 NM0850.Superseded values are not recommended for survey control.
 NM0850
 NM0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0850.See file dsdata.pdf to determine how the superseded data were derived.
 NM0850
 NM0850_MARKER: DB = BENCH MARK DISK
 NM0850_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM0850_SP_SET: BASE
 NM0850_STAMPING: B 325 1948
 NM0850_MARK LOGO: CGS
 NM0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0850+STABILITY: SURFACE MOTION
 NM0850
 NM0850  HISTORY     - Date     Condition        Report By
 NM0850  HISTORY     - 1948     MONUMENTED       CGS
 NM0850
 NM0850                          STATION DESCRIPTION
 NM0850
 NM0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0850'7.6 MI W FROM JEFFERSON.
 NM0850'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0850'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0850'WEST ALONG A PAVED ROAD, THENCE 5.3 MILES WEST ALONG A GRAVEL
 NM0850'ROAD, SET ON THE NORTHEAST SIDE OF THE MOST NORTHWESTERLY ONE
 NM0850'OF TWO CIRCULAR CONCRETE BASES OF THE NORTHERN NATURAL GAS CO.
 NM0850'PIPE LINE SUSPENSION BRIDGE, 18.0 FEET SOUTHWEST OF THE CENTER LINE
 NM0850'OF A DIRT ROAD, 1.4 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE
 NM0850'BASE, 0.9 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE CONCRETE
 NM0850'PILLER, 3.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0141 ***********************************************************************
 OQ0141  DESIGNATION -  B 326
 OQ0141  PID         -  OQ0141
 OQ0141  STATE/COUNTY-  SD/LINCOLN
 OQ0141  COUNTRY     -  US
 OQ0141  USGS QUAD   -  HAWARDEN NORTH (2018)
 OQ0141
 OQ0141                         *CURRENT SURVEY CONTROL
 OQ0141  ______________________________________________________________________
 OQ0141* NAD 83(1986) POSITION- 43 06 23.     (N) 096 28 03.     (W)   SCALED
 OQ0141* NAVD 88 ORTHO HEIGHT -   367.960 (meters)     1207.22  (feet) ADJUSTED
 OQ0141  ______________________________________________________________________
 OQ0141  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 OQ0141  DYNAMIC HEIGHT  -        367.857 (meters)     1206.88  (feet) COMP
 OQ0141  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 OQ0141
 OQ0141  VERT ORDER      -  FIRST     CLASS II
 OQ0141
 OQ0141.The horizontal coordinates were scaled from a map and have
 OQ0141.an estimated accuracy of +/- 6 seconds.
 OQ0141
 OQ0141.The orthometric height was determined by differential leveling and
 OQ0141.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0141.in June 1991.
 OQ0141
 OQ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0141.GEOID18 height accuracy estimate available here.
 OQ0141
 OQ0141.Click photographs - Photos may exist for this station.
 OQ0141
 OQ0141.The dynamic height is computed by dividing the NAVD 88
 OQ0141.geopotential number by the normal gravity value computed on the
 OQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0141.degrees latitude (g = 980.6199 gals.).
 OQ0141
 OQ0141.The modeled gravity was interpolated from observed gravity values.
 OQ0141
 OQ0141;                    North         East    Units  Estimated Accuracy
 OQ0141;SPC SD S     -    93,200.      914,550.      MT  (+/- 180 meters Scaled)
 OQ0141
 OQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN060757(NAD 83)
 OQ0141
 OQ0141                          SUPERSEDED SURVEY CONTROL
 OQ0141
 OQ0141  NGVD 29 (??/??/92)  367.738  (m)         1206.49   (f) ADJ UNCH    1 2
 OQ0141
 OQ0141.Superseded values are not recommended for survey control.
 OQ0141
 OQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0141.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0141
 OQ0141_MARKER: DB = BENCH MARK DISK
 OQ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0141_STAMPING: B 326 1949
 OQ0141_MARK LOGO: CGS
 OQ0141_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0141+STABILITY: SURFACE MOTION
 OQ0141
 OQ0141  HISTORY     - Date     Condition        Report By
 OQ0141  HISTORY     - 1949     MONUMENTED       CGS
 OQ0141
 OQ0141                          STATION DESCRIPTION
 OQ0141
 OQ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0141'1.7 MI S FROM HUDSON.
 OQ0141'1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0141'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HUDSON, 1 POLE
 OQ0141'SOUTH OF MILE POST 33, 44.0 FEET WEST OF THE WEST RAIL, 11.3
 OQ0141'FEET NORTHWEST OF THE FIRST POLE SOUTH OF MILE POST 33, 1.5 FEET
 OQ0141'EAST OF THE RIGHT-OF-WAY FENCE, 1.6 FEET NORTH OF A REFERENCE
 OQ0141'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OQ0141'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0173 ***********************************************************************
 OQ0173  DESIGNATION -  B 327
 OQ0173  PID         -  OQ0173
 OQ0173  STATE/COUNTY-  SD/LINCOLN
 OQ0173  COUNTRY     -  US
 OQ0173  USGS QUAD   -  CANTON (2017)
 OQ0173
 OQ0173                         *CURRENT SURVEY CONTROL
 OQ0173  ______________________________________________________________________
 OQ0173* NAD 83(1986) POSITION- 43 17 53.     (N) 096 35 53.     (W)   SCALED
 OQ0173* NAVD 88 ORTHO HEIGHT -   384.783 (meters)     1262.41  (feet) ADJUSTED
 OQ0173  ______________________________________________________________________
 OQ0173  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 OQ0173  DYNAMIC HEIGHT  -        384.679 (meters)     1262.07  (feet) COMP
 OQ0173  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 OQ0173
 OQ0173  VERT ORDER      -  FIRST     CLASS II
 OQ0173
 OQ0173.The horizontal coordinates were scaled from a map and have
 OQ0173.an estimated accuracy of +/- 6 seconds.
 OQ0173
 OQ0173.The orthometric height was determined by differential leveling and
 OQ0173.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0173.in June 1991.
 OQ0173
 OQ0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0173.GEOID18 height accuracy estimate available here.
 OQ0173
 OQ0173.Click photographs - Photos may exist for this station.
 OQ0173
 OQ0173.The dynamic height is computed by dividing the NAVD 88
 OQ0173.geopotential number by the normal gravity value computed on the
 OQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0173.degrees latitude (g = 980.6199 gals.).
 OQ0173
 OQ0173.The modeled gravity was interpolated from observed gravity values.
 OQ0173
 OQ0173;                    North         East    Units  Estimated Accuracy
 OQ0173;SPC SD S     -   113,990.      902,980.      MT  (+/- 180 meters Scaled)
 OQ0173
 OQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN948967(NAD 83)
 OQ0173
 OQ0173                          SUPERSEDED SURVEY CONTROL
 OQ0173
 OQ0173  NGVD 29 (??/??/92)  384.544  (m)         1261.62   (f) ADJ UNCH    1 2
 OQ0173
 OQ0173.Superseded values are not recommended for survey control.
 OQ0173
 OQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0173.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0173
 OQ0173_MARKER: DB = BENCH MARK DISK
 OQ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0173_STAMPING: B 327 1949
 OQ0173_MARK LOGO: CGS
 OQ0173_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0173+STABILITY: SURFACE MOTION
 OQ0173
 OQ0173  HISTORY     - Date     Condition        Report By
 OQ0173  HISTORY     - 1949     MONUMENTED       CGS
 OQ0173  HISTORY     - 20110321 MARK NOT FOUND   INDIV
 OQ0173
 OQ0173                          STATION DESCRIPTION
 OQ0173
 OQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0173'0.4 MI W FROM CANTON.
 OQ0173'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0173'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CANTON, AT A
 OQ0173'Y JUNCTION OF THE RAILROAD, 150.0 FEET NORTH OF THE NORTH RAIL
 OQ0173'OF THE TRACK LEADING WEST, 28.0 FEET SOUTHWEST OF THE SOUTHWEST
 OQ0173'RAIL OF THE TRACK LEADING NORTHWEST, 13.0 FEET WEST OF A POLE,
 OQ0173'1.0 FOOT NORTHEAST OF A WOVEN WIRE FENCE, 1.5 FEET SOUTHEAST
 OQ0173'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 OQ0173'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OQ0173
 OQ0173                          STATION RECOVERY (2011)
 OQ0173
 OQ0173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9509 ***********************************************************************
 AE9509  DESIGNATION -  B 328 RESET
 AE9509  PID         -  AE9509
 AE9509  STATE/COUNTY-  SD/MINNEHAHA
 AE9509  COUNTRY     -  US
 AE9509  USGS QUAD   -  SIOUX FALLS EAST (2017)
 AE9509
 AE9509                         *CURRENT SURVEY CONTROL
 AE9509  ______________________________________________________________________
 AE9509* NAD 83(1986) POSITION- 43 34 06.     (N) 096 43 53.     (W)   SCALED
 AE9509* NAVD 88 ORTHO HEIGHT -   433.55  (meters)     1422.4   (feet) RESET
 AE9509  ______________________________________________________________________
 AE9509  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 AE9509  VERT ORDER      -  THIRD
 AE9509
 AE9509.The horizontal coordinates were scaled from a map and have
 AE9509.an estimated accuracy of +/- 6 seconds.
 AE9509
 AE9509.The orthometric height was computed from unverified reset data.
 AE9509
 AE9509.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9509.GEOID18 height accuracy estimate available here.
 AE9509
 AE9509.Click photographs - Photos may exist for this station.
 AE9509
 AE9509;                    North         East    Units  Estimated Accuracy
 AE9509;SPC SD S     -   143,510.      890,870.      MT  (+/- 180 meters Scaled)
 AE9509
 AE9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP831264(NAD 83)
 AE9509
 AE9509                          SUPERSEDED SURVEY CONTROL
 AE9509
 AE9509.No superseded survey control is available for this station.
 AE9509
 AE9509_MARKER: DB = BENCH MARK DISK
 AE9509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9509_STAMPING: B 328 RESET 1970
 AE9509_MARK LOGO: CGS
 AE9509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9509+STABILITY: SURFACE MOTION
 AE9509
 AE9509  HISTORY     - Date     Condition        Report By
 AE9509  HISTORY     - 1970     MONUMENTED       SDHD
 AE9509
 AE9509                          STATION DESCRIPTION
 AE9509
 AE9509'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1970 (EFM)
 AE9509'2 BLOCKS WEST ALONG WEST SIXTH STREET FROM THE COURTHOUSE AT SIOUX
 AE9509'FALLS, THENCE 1.2 MILES (1.9 KM) NORTH ALONG MINNESOTA AVENUE, AT THE
 AE9509'SIOUX FALLS MUNICIPAL AIRPORT.  A BRASS CAP SET IN A CONCRETE POST
 AE9509'PROJECTING 3 INCHES ABOVE GROUND.  APPROXIMATE CENTER OF ISLAND AT THE
 AE9509'NORTHWEST CORNER OF INTERSECTING ALGONQUIN ST AND MINNESOTA AVENUE.
 AE9509'20.25 FEET (6.17 M) NORTHWEST OF THE TOP OF FIRE HYDRANT. 12.0 FEET
 AE9509'(3.7 M) NORTHEAST OF POWER POLE, 44.2 FEET (13.5 M) NORTH OF
 AE9509'CENTERLINE OF ALGONQUIN STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0266 ***********************************************************************
 PR0266  DESIGNATION -  B 329
 PR0266  PID         -  PR0266
 PR0266  STATE/COUNTY-  SD/BROOKINGS
 PR0266  COUNTRY     -  US
 PR0266  USGS QUAD   -  BROOKINGS (2017)
 PR0266
 PR0266                         *CURRENT SURVEY CONTROL
 PR0266  ______________________________________________________________________
 PR0266* NAD 83(1986) POSITION- 44 15 36.     (N) 096 47 54.     (W)   SCALED
 PR0266* NAVD 88 ORTHO HEIGHT -   485.930 (meters)     1594.26  (feet) ADJUSTED
 PR0266  ______________________________________________________________________
 PR0266  GEOID HEIGHT    -        -25.538 (meters)                     GEOID18
 PR0266  DYNAMIC HEIGHT  -        485.835 (meters)     1593.94  (feet) COMP
 PR0266  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 PR0266
 PR0266  VERT ORDER      -  SECOND    CLASS 0
 PR0266
 PR0266.The horizontal coordinates were scaled from a map and have
 PR0266.an estimated accuracy of +/- 6 seconds.
 PR0266
 PR0266.The orthometric height was determined by differential leveling and
 PR0266.adjusted by the NATIONAL GEODETIC SURVEY
 PR0266.in June 1991.
 PR0266
 PR0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0266.GEOID18 height accuracy estimate available here.
 PR0266
 PR0266.Click photographs - Photos may exist for this station.
 PR0266
 PR0266.The dynamic height is computed by dividing the NAVD 88
 PR0266.geopotential number by the normal gravity value computed on the
 PR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0266.degrees latitude (g = 980.6199 gals.).
 PR0266
 PR0266.The modeled gravity was interpolated from observed gravity values.
 PR0266
 PR0266;                    North         East    Units  Estimated Accuracy
 PR0266;SPC SD N     -    52,470.      855,610.      MT  (+/- 180 meters Scaled)
 PR0266
 PR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ757031(NAD 83)
 PR0266
 PR0266                          SUPERSEDED SURVEY CONTROL
 PR0266
 PR0266  NGVD 29 (??/??/92)  485.673  (m)         1593.41   (f) ADJ UNCH    2 0
 PR0266
 PR0266.Superseded values are not recommended for survey control.
 PR0266
 PR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0266.See file dsdata.pdf to determine how the superseded data were derived.
 PR0266
 PR0266_MARKER: DB = BENCH MARK DISK
 PR0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0266_STAMPING: B 329 1949
 PR0266_MARK LOGO: CGS
 PR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0266+STABILITY: SURFACE MOTION
 PR0266
 PR0266  HISTORY     - Date     Condition        Report By
 PR0266  HISTORY     - 1949     MONUMENTED       CGS
 PR0266
 PR0266                          STATION DESCRIPTION
 PR0266
 PR0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0266'3.4 MI S FROM BROOKINGS.
 PR0266'3.4 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0266'BROOKINGS, AT A SCHOOLYARD, 46.0 FEET WEST OF THE CENTER LINE
 PR0266'OF THE HIGHWAY, 36.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PR0266'CONCRETE PORCH AT THE EAST ENTRANCE TO THE SCHOOLHOUSE, 9.0
 PR0266'FEET SOUTHEAST OF A WELL PUMP, 7.5 FEET WEST OF  FENCE, 2.0 FEET
 PR0266'NORTH OF A FLAGPOLE, AND SET IN THE TOP OF A CONCRETE POST
 PR0266'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0243 ***********************************************************************
 PR0243  DESIGNATION -  B 330
 PR0243  PID         -  PR0243
 PR0243  STATE/COUNTY-  SD/BROOKINGS
 PR0243  COUNTRY     -  US
 PR0243  USGS QUAD   -  BRUCE (2017)
 PR0243
 PR0243                         *CURRENT SURVEY CONTROL
 PR0243  ______________________________________________________________________
 PR0243* NAD 83(1986) POSITION- 44 26 32.     (N) 096 53 08.     (W)   SCALED
 PR0243* NAVD 88 ORTHO HEIGHT -   497.632 (meters)     1632.65  (feet) ADJUSTED
 PR0243  ______________________________________________________________________
 PR0243  GEOID HEIGHT    -        -25.040 (meters)                     GEOID18
 PR0243  DYNAMIC HEIGHT  -        497.551 (meters)     1632.38  (feet) COMP
 PR0243  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 PR0243
 PR0243  VERT ORDER      -  SECOND    CLASS 0
 PR0243
 PR0243.The horizontal coordinates were scaled from a map and have
 PR0243.an estimated accuracy of +/- 6 seconds.
 PR0243
 PR0243.The orthometric height was determined by differential leveling and
 PR0243.adjusted by the NATIONAL GEODETIC SURVEY
 PR0243.in June 1991.
 PR0243
 PR0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0243.GEOID18 height accuracy estimate available here.
 PR0243
 PR0243.Click photographs - Photos may exist for this station.
 PR0243
 PR0243.The dynamic height is computed by dividing the NAVD 88
 PR0243.geopotential number by the normal gravity value computed on the
 PR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0243.degrees latitude (g = 980.6199 gals.).
 PR0243
 PR0243.The modeled gravity was interpolated from observed gravity values.
 PR0243
 PR0243;                    North         East    Units  Estimated Accuracy
 PR0243;SPC SD N     -    72,430.      847,870.      MT  (+/- 180 meters Scaled)
 PR0243
 PR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ682231(NAD 83)
 PR0243
 PR0243                          SUPERSEDED SURVEY CONTROL
 PR0243
 PR0243  NGVD 29 (??/??/92)  497.364  (m)         1631.77   (f) ADJ UNCH    2 0
 PR0243
 PR0243.Superseded values are not recommended for survey control.
 PR0243
 PR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0243.See file dsdata.pdf to determine how the superseded data were derived.
 PR0243
 PR0243_MARKER: DB = BENCH MARK DISK
 PR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0243_STAMPING: B 330 1949
 PR0243_MARK LOGO: CGS
 PR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0243+STABILITY: SURFACE MOTION
 PR0243
 PR0243  HISTORY     - Date     Condition        Report By
 PR0243  HISTORY     - 1949     MONUMENTED       CGS
 PR0243
 PR0243                          STATION DESCRIPTION
 PR0243
 PR0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0243'0.4 MI N FROM BRUCE.
 PR0243'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 PR0243'WESTERN RAILWAY STATION AT BRUCE, AT A ROAD INTERSECTION, 282.0
 PR0243'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 45.3 FEET
 PR0243'NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO AND NORTH
 PR0243'WESTERN RAILWAY, 41.0 FEET NORTH OF THE CENTER LINE OF AN
 PR0243'EAST-WEST ROAD, 1.6 FEET EAST OF A FENCE, 1.2 FEET NORTH OF A
 PR0243'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0243'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0030 ***********************************************************************
 QS0030  DESIGNATION -  B 333
 QS0030  PID         -  QS0030
 QS0030  STATE/COUNTY-  SD/CAMPBELL
 QS0030  COUNTRY     -  US
 QS0030  USGS QUAD   -  POLLOCK (2017)
 QS0030
 QS0030                         *CURRENT SURVEY CONTROL
 QS0030  ______________________________________________________________________
 QS0030* NAD 83(1986) POSITION- 45 55 40.     (N) 100 21 25.     (W)   SCALED
 QS0030* NAVD 88 ORTHO HEIGHT -   542.164 (meters)     1778.75  (feet) ADJUSTED
 QS0030  ______________________________________________________________________
 QS0030  GEOID HEIGHT    -        -21.789 (meters)                     GEOID18
 QS0030  DYNAMIC HEIGHT  -        542.132 (meters)     1778.64  (feet) COMP
 QS0030  MODELED GRAVITY -    980,539.0   (mgal)                       NAVD 88
 QS0030
 QS0030  VERT ORDER      -  FIRST     CLASS II
 QS0030
 QS0030.The horizontal coordinates were scaled from a map and have
 QS0030.an estimated accuracy of +/- 6 seconds.
 QS0030
 QS0030.The orthometric height was determined by differential leveling and
 QS0030.adjusted by the NATIONAL GEODETIC SURVEY
 QS0030.in June 1991.
 QS0030
 QS0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0030.GEOID18 height accuracy estimate available here.
 QS0030
 QS0030.Click photographs - Photos may exist for this station.
 QS0030
 QS0030.The dynamic height is computed by dividing the NAVD 88
 QS0030.geopotential number by the normal gravity value computed on the
 QS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0030.degrees latitude (g = 980.6199 gals.).
 QS0030
 QS0030.The modeled gravity was interpolated from observed gravity values.
 QS0030
 QS0030;                    North         East    Units  Estimated Accuracy
 QS0030;SPC SD N     -   232,820.      572,310.      MT  (+/- 180 meters Scaled)
 QS0030
 QS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR947869(NAD 83)
 QS0030
 QS0030                          SUPERSEDED SURVEY CONTROL
 QS0030
 QS0030  NGVD 29 (??/??/92)  541.778  (m)         1777.48   (f) ADJ UNCH    1 2
 QS0030
 QS0030.Superseded values are not recommended for survey control.
 QS0030
 QS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0030.See file dsdata.pdf to determine how the superseded data were derived.
 QS0030
 QS0030_MARKER: DB = BENCH MARK DISK
 QS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0030_STAMPING: B 333 1949
 QS0030_MARK LOGO: CGS
 QS0030_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0030+STABILITY: SURFACE MOTION
 QS0030
 QS0030  HISTORY     - Date     Condition        Report By
 QS0030  HISTORY     - 1949     MONUMENTED       CGS
 QS0030  HISTORY     - 1980     GOOD             NGS
 QS0030
 QS0030                          STATION DESCRIPTION
 QS0030
 QS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0030'4.4 MI NW FROM POLLOCK.
 QS0030'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH
 QS0030'THE MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED
 QS0030'DIRT ROAD, 86 FEET NORTHEAST OF THE CENTER LINE OF CURVE IN THE
 QS0030'ROAD, 27 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 QS0030'EAST, 1.7 FEET WEST OF A FENCE LINE, 1.4 FEET SOUTH OF A REFERENCE
 QS0030'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 QS0030'0.5 FOOT ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF
 QS0030'POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL
 QS0030'SITE IS FLOODED.
 QS0030
 QS0030                          STATION RECOVERY (1980)
 QS0030
 QS0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QS0030'1.05 MILES NORTH FROM POST OFFICE IN POLLOCK THENCE WEST AND NORTH ON
 QS0030'GRAVELED ROAD FOR 3.7 MILES TO THE BEGINNING OF A CURVE LEFT. BEAN
 QS0030'RIGHT FOLLOWING OLD ROAD FOR 0.05 MILE TO MARK ON THE RIGHT, 26 FEET
 QS0030'SOUTH OF CENTER OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0462 ***********************************************************************
 OT0462  DESIGNATION -  B 334
 OT0462  PID         -  OT0462
 OT0462  STATE/COUNTY-  SD/FALL RIVER
 OT0462  COUNTRY     -  US
 OT0462  USGS QUAD   -  EDGEMONT (2017)
 OT0462
 OT0462                         *CURRENT SURVEY CONTROL
 OT0462  ______________________________________________________________________
 OT0462* NAD 83(1986) POSITION- 43 16 41.     (N) 103 50 18.     (W)   SCALED
 OT0462* NAVD 88 ORTHO HEIGHT -  1068.589 (meters)     3505.86  (feet) POSTED
 OT0462  ______________________________________________________________________
 OT0462  GEOID HEIGHT    -        -15.101 (meters)                     GEOID18
 OT0462  DYNAMIC HEIGHT  -       1068.14  (meters)     3504.4   (feet) COMP
 OT0462  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 OT0462
 OT0462  VERT ORDER      -  * POSTED, SEE BELOW
 OT0462
 OT0462.The horizontal coordinates were scaled from a map and have
 OT0462.an estimated accuracy of +/- 6 seconds.
 OT0462
 OT0462.The orthometric height was determined by differential leveling
 OT0462.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0462
 OT0462.* This is a POSTED BENCH MARK height.
 OT0462
 OT0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0462.GEOID18 height accuracy estimate available here.
 OT0462
 OT0462.Click photographs - Photos may exist for this station.
 OT0462
 OT0462.The dynamic height is computed by dividing the NAVD 88
 OT0462.geopotential number by the normal gravity value computed on the
 OT0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0462.degrees latitude (g = 980.6199 gals.).
 OT0462
 OT0462.The modeled gravity was interpolated from observed gravity values.
 OT0462
 OT0462;                    North         East    Units  Estimated Accuracy
 OT0462;SPC SD S     -   110,950.      315,600.      MT  (+/- 180 meters Scaled)
 OT0462
 OT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH942923(NAD 83)
 OT0462
 OT0462                          SUPERSEDED SURVEY CONTROL
 OT0462
 OT0462  NGVD 29 (??/??/92) 1068.043  (m)         3504.07   (f) ADJ UNCH    1 2
 OT0462
 OT0462.Superseded values are not recommended for survey control.
 OT0462
 OT0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0462.See file dsdata.pdf to determine how the superseded data were derived.
 OT0462
 OT0462_MARKER: DB = BENCH MARK DISK
 OT0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0462_STAMPING: B 334 1957
 OT0462_MARK LOGO: CGS
 OT0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0462+STABILITY: SURFACE MOTION
 OT0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0462+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 OT0462
 OT0462  HISTORY     - Date     Condition        Report By
 OT0462  HISTORY     - 1957     MONUMENTED       CGS
 OT0462  HISTORY     - 1985     GOOD             NGS
 OT0462  HISTORY     - 20160120 GOOD             INDIV
 OT0462
 OT0462                          STATION DESCRIPTION
 OT0462
 OT0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0462'1.8 MI SW FROM EDGEMONT.
 OT0462'ABOUT 1.75 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0462'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 11,
 OT0462'T. 9 S., R. 2 E., 94 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 OT0462'194 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 81 FEET
 OT0462'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 249 FEET EAST AND
 OT0462'ACROSS THE TRACK FROM A POWER POLE, 70 FEET SOUTHWEST OF A FENCE
 OT0462'CORNER POST, 32 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 OT0462'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 OT0462'OF THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OT0462'1 FOOT.
 OT0462
 OT0462                          STATION RECOVERY (1985)
 OT0462
 OT0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0462'RECOVERED IN GOOD CONDITION.
 OT0462
 OT0462                          STATION RECOVERY (2016)
 OT0462
 OT0462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JCC)
 OT0462'MARK IN GOOD CONDITION, CARSONITE WITNESS POST DISTURBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0821 ***********************************************************************
 OT0821  DESIGNATION -  B 335 RESET
 OT0821  PID         -  OT0821
 OT0821  STATE/COUNTY-  SD/FALL RIVER
 OT0821  COUNTRY     -  US
 OT0821  USGS QUAD   -  EDGEMONT SW (2017)
 OT0821
 OT0821                         *CURRENT SURVEY CONTROL
 OT0821  ______________________________________________________________________
 OT0821* NAD 83(1986) POSITION- 43 17 59.     (N) 103 58 10.     (W)   SCALED
 OT0821* NAVD 88 ORTHO HEIGHT -  1176.07  (meters)     3858.5   (feet) RESET
 OT0821  ______________________________________________________________________
 OT0821  GEOID HEIGHT    -        -14.954 (meters)                     GEOID18
 OT0821  VERT ORDER      -  THIRD
 OT0821
 OT0821.The horizontal coordinates were scaled from a map and have
 OT0821.an estimated accuracy of +/- 6 seconds.
 OT0821
 OT0821.The orthometric height was computed from unverified reset data.
 OT0821
 OT0821.No vertical observational check was made to the station.
 OT0821
 OT0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0821.GEOID18 height accuracy estimate available here.
 OT0821
 OT0821.Click photographs - Photos may exist for this station.
 OT0821
 OT0821;                    North         East    Units  Estimated Accuracy
 OT0821;SPC SD S     -   113,810.      305,070.      MT  (+/- 180 meters Scaled)
 OT0821
 OT0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH835946(NAD 83)
 OT0821
 OT0821                          SUPERSEDED SURVEY CONTROL
 OT0821
 OT0821  NGVD 29 (04/17/07) 1175.50   (m)         3856.6    (f) RESET       3  
 OT0821
 OT0821.Superseded values are not recommended for survey control.
 OT0821
 OT0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0821.See file dsdata.pdf to determine how the superseded data were derived.
 OT0821
 OT0821_MARKER: DV = VERTICAL CONTROL DISK
 OT0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0821_STAMPING: B 335 RESET 1986
 OT0821_MARK LOGO: NGS
 OT0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0821+STABILITY: SURFACE MOTION
 OT0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0821+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0821
 OT0821  HISTORY     - Date     Condition        Report By
 OT0821  HISTORY     - 1986     MONUMENTED       NGS
 OT0821
 OT0821                          STATION DESCRIPTION
 OT0821
 OT0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OT0821'13.2 KM (8.20 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0821'STATE HIGHWAY 471 IN EDGEMONT, 22.9 M (75.1 FT) SOUTH FROM THE CENTER
 OT0821'OF 18, 0.3 M (1.0 FT) NORTH OF THE RIGHT OF WAY FENCE, 0.3 M (1.0 FT)
 OT0821'SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0209 ***********************************************************************
 OR0209  DESIGNATION -  B 336
 OR0209  PID         -  OR0209
 OR0209  STATE/COUNTY-  SD/CHARLES MIX
 OR0209  COUNTRY     -  US
 OR0209  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0209
 OR0209                         *CURRENT SURVEY CONTROL
 OR0209  ______________________________________________________________________
 OR0209* NAD 83(1986) POSITION- 43 09 08.     (N) 098 45 11.     (W)   SCALED
 OR0209* NAVD 88 ORTHO HEIGHT -   425.050 (meters)     1394.52  (feet) ADJUSTED
 OR0209  ______________________________________________________________________
 OR0209  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 OR0209  DYNAMIC HEIGHT  -        424.902 (meters)     1394.03  (feet) COMP
 OR0209  MODELED GRAVITY -    980,262.2   (mgal)                       NAVD 88
 OR0209
 OR0209  VERT ORDER      -  FIRST     CLASS II
 OR0209
 OR0209.The horizontal coordinates were scaled from a map and have
 OR0209.an estimated accuracy of +/- 6 seconds.
 OR0209
 OR0209.The orthometric height was determined by differential leveling and
 OR0209.adjusted by the NATIONAL GEODETIC SURVEY
 OR0209.in June 1991.
 OR0209
 OR0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0209.GEOID18 height accuracy estimate available here.
 OR0209
 OR0209.Click photographs - Photos may exist for this station.
 OR0209
 OR0209.The dynamic height is computed by dividing the NAVD 88
 OR0209.geopotential number by the normal gravity value computed on the
 OR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0209.degrees latitude (g = 980.6199 gals.).
 OR0209
 OR0209.The modeled gravity was interpolated from observed gravity values.
 OR0209
 OR0209;                    North         East    Units  Estimated Accuracy
 OR0209;SPC SD S     -    92,190.      728,520.      MT  (+/- 180 meters Scaled)
 OR0209
 OR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN200777(NAD 83)
 OR0209
 OR0209                          SUPERSEDED SURVEY CONTROL
 OR0209
 OR0209  NGVD 29 (??/??/92)  424.727  (m)         1393.46   (f) ADJ UNCH    1 2
 OR0209
 OR0209.Superseded values are not recommended for survey control.
 OR0209
 OR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0209.See file dsdata.pdf to determine how the superseded data were derived.
 OR0209
 OR0209_MARKER: DB = BENCH MARK DISK
 OR0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0209_STAMPING: B 336 1949
 OR0209_MARK LOGO: CGS
 OR0209_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0209+STABILITY: SURFACE MOTION
 OR0209
 OR0209  HISTORY     - Date     Condition        Report By
 OR0209  HISTORY     - 1949     MONUMENTED       CGS
 OR0209  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0209
 OR0209                          STATION DESCRIPTION
 OR0209
 OR0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0209'3.3 MI E FROM WHEELER.
 OR0209'3.3 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0209'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, 1.0
 OR0209'MILE WEST OF A CONCRETE BRIDGE OVER A CREEK, ON THE WEST SLOPE
 OR0209'OF A HILL, 74.5 FEET EAST OF THE EAST END OF THE SOUTH GUARD
 OR0209'FENCE ACROSS A FILL, JUST WEST OF A CUT, ABOUT 80.0 FEET SOUTHEAST
 OR0209'OF THE CENTER LINE OF A DRAW, 33.0 FEET SOUTH OF THE CENTER
 OR0209'LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF A FENCE, 1.4 FEET WEST
 OR0209'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0209'0.5 FOOT ABOVE THE GROUND.  NOTE- IT IS REPORTED THAT THE FORT
 OR0209'RANDALL DAM IS COMPLETED THAT THIS BENCH MARK MAY POSSIBLY BE
 OR0209'COVERED WITH WATER.
 OR0209
 OR0209                          STATION RECOVERY (2013)
 OR0209
 OR0209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0099 ***********************************************************************
 NN0099  DESIGNATION -  B 337
 NN0099  PID         -  NN0099
 NN0099  STATE/COUNTY-  SD/CHARLES MIX
 NN0099  COUNTRY     -  US
 NN0099  USGS QUAD   -  MARTY (2017)
 NN0099
 NN0099                         *CURRENT SURVEY CONTROL
 NN0099  ______________________________________________________________________
 NN0099* NAD 83(1986) POSITION- 42 58 25.     (N) 098 28 18.     (W)   SCALED
 NN0099* NAVD 88 ORTHO HEIGHT -   379.051 (meters)     1243.60  (feet) ADJUSTED
 NN0099  ______________________________________________________________________
 NN0099  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 NN0099  DYNAMIC HEIGHT  -        378.923 (meters)     1243.18  (feet) COMP
 NN0099  MODELED GRAVITY -    980,273.4   (mgal)                       NAVD 88
 NN0099
 NN0099  VERT ORDER      -  SECOND    CLASS 0
 NN0099
 NN0099.The horizontal coordinates were scaled from a map and have
 NN0099.an estimated accuracy of +/- 6 seconds.
 NN0099
 NN0099.The orthometric height was determined by differential leveling and
 NN0099.adjusted by the NATIONAL GEODETIC SURVEY
 NN0099.in June 1991.
 NN0099
 NN0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0099.GEOID18 height accuracy estimate available here.
 NN0099
 NN0099.Click photographs - Photos may exist for this station.
 NN0099
 NN0099.The dynamic height is computed by dividing the NAVD 88
 NN0099.geopotential number by the normal gravity value computed on the
 NN0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0099.degrees latitude (g = 980.6199 gals.).
 NN0099
 NN0099.The modeled gravity was interpolated from observed gravity values.
 NN0099
 NN0099;                    North         East    Units  Estimated Accuracy
 NN0099;SPC SD S     -    72,830.      751,850.      MT  (+/- 180 meters Scaled)
 NN0099
 NN0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN430580(NAD 83)
 NN0099
 NN0099                          SUPERSEDED SURVEY CONTROL
 NN0099
 NN0099  NGVD 29 (??/??/92)  378.767  (m)         1242.67   (f) ADJ UNCH    2 0
 NN0099
 NN0099.Superseded values are not recommended for survey control.
 NN0099
 NN0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0099.See file dsdata.pdf to determine how the superseded data were derived.
 NN0099
 NN0099_MARKER: DB = BENCH MARK DISK
 NN0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0099_STAMPING: B 337 1949
 NN0099_MARK LOGO: CGS
 NN0099_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0099+STABILITY: SURFACE MOTION
 NN0099
 NN0099  HISTORY     - Date     Condition        Report By
 NN0099  HISTORY     - 1949     MONUMENTED       CGS
 NN0099
 NN0099                          STATION DESCRIPTION
 NN0099
 NN0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0099'6.8 MI NW FROM GREENWOOD.
 NN0099'6.85 MILES NORTHWEST ALONG A DIRT ROAD FROM THE YANKTON INDIAN
 NN0099'AGENCY AT GREENWOOD, AT A T-JUNCTION OF ROADS, ABOUT ON THE
 NN0099'PROJECTED CENTER LINE OF THE ROAD LEADING NORTH, 34.0 FEET SOUTH
 NN0099'OF THE CENTER LINE OF THE EAST-WEST ROAD, 52.0 FEET SOUTHWEST OF THE
 NN0099'CENTER LINE OF THE MAIN ROAD, 2.0 FEET NORTH OF A 3-WAY CORNER
 NN0099'FENCE POST, 0.8 FOOT EAST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH
 NN0099'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0099'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0054 ***********************************************************************
 NN0054  DESIGNATION -  B 338
 NN0054  PID         -  NN0054
 NN0054  STATE/COUNTY-  SD/CHARLES MIX
 NN0054  COUNTRY     -  US
 NN0054  USGS QUAD   -  LYNCH NE (2017)
 NN0054
 NN0054                         *CURRENT SURVEY CONTROL
 NN0054  ______________________________________________________________________
 NN0054* NAD 83(1986) POSITION- 42 54 36.     (N) 098 20 55.     (W)   SCALED
 NN0054* NAVD 88 ORTHO HEIGHT -   380.175 (meters)     1247.29  (feet) ADJUSTED
 NN0054  ______________________________________________________________________
 NN0054  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 NN0054  DYNAMIC HEIGHT  -        380.045 (meters)     1246.86  (feet) COMP
 NN0054  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 NN0054
 NN0054  VERT ORDER      -  SECOND    CLASS 0
 NN0054
 NN0054.The horizontal coordinates were scaled from a map and have
 NN0054.an estimated accuracy of +/- 6 seconds.
 NN0054
 NN0054.The orthometric height was determined by differential leveling and
 NN0054.adjusted by the NATIONAL GEODETIC SURVEY
 NN0054.in June 1991.
 NN0054
 NN0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0054.GEOID18 height accuracy estimate available here.
 NN0054
 NN0054.Click photographs - Photos may exist for this station.
 NN0054
 NN0054.The dynamic height is computed by dividing the NAVD 88
 NN0054.geopotential number by the normal gravity value computed on the
 NN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0054.degrees latitude (g = 980.6199 gals.).
 NN0054
 NN0054.The modeled gravity was interpolated from observed gravity values.
 NN0054
 NN0054;                    North         East    Units  Estimated Accuracy
 NN0054;SPC SD S     -    66,000.      762,050.      MT  (+/- 180 meters Scaled)
 NN0054
 NN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531510(NAD 83)
 NN0054
 NN0054                          SUPERSEDED SURVEY CONTROL
 NN0054
 NN0054  NGVD 29 (??/??/92)  379.910  (m)         1246.42   (f) ADJ UNCH    2 0
 NN0054
 NN0054.Superseded values are not recommended for survey control.
 NN0054
 NN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0054.See file dsdata.pdf to determine how the superseded data were derived.
 NN0054
 NN0054_MARKER: DB = BENCH MARK DISK
 NN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0054_STAMPING: B 338 1949
 NN0054_MARK LOGO: CGS
 NN0054_PROJECTION: FLUSH
 NN0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0054+STABILITY: SURFACE MOTION
 NN0054
 NN0054  HISTORY     - Date     Condition        Report By
 NN0054  HISTORY     - 1949     MONUMENTED       CGS
 NN0054
 NN0054                          STATION DESCRIPTION
 NN0054
 NN0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0054'2.5 MI ESE FROM GREENWOOD.
 NN0054'1.4 MILES EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN
 NN0054'AGENCY AT GREENWOOD, THENCE 1.1 MILES SOUTHEAST ALONG A GRAVEL
 NN0054'ROAD, ABOUT 400.0 FEET SOUTH OF A CURVE WITH TANGENTS LEADING
 NN0054'SOUTH AND WEST, ABOUT 0.1 MILE NORTH OF A CURVE WITH TANGENTS
 NN0054'LEADING NORTH AND EAST, 48.0 FEET WEST OF THE CENTER LINE OF THE
 NN0054'ROAD, 11.0 FEET SOUTHEAST OF THE CENTER LINE OF A GATE, 6.0 FEET
 NN0054'NORTH OF A 20-INCH COTTONWOOD TREE, 1.3 FEET NORTHEAST OF A
 NN0054'FENCE, 1.1 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 NN0054'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0191 ***********************************************************************
 OR0191  DESIGNATION -  B 339
 OR0191  PID         -  OR0191
 OR0191  STATE/COUNTY-  SD/GREGORY
 OR0191  COUNTRY     -  US
 OR0191  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0191
 OR0191                         *CURRENT SURVEY CONTROL
 OR0191  ______________________________________________________________________
 OR0191* NAD 83(1986) POSITION- 43 09 40.     (N) 098 53 04.     (W)   SCALED
 OR0191* NAVD 88 ORTHO HEIGHT -   403.413 (meters)     1323.53  (feet) ADJUSTED
 OR0191  ______________________________________________________________________
 OR0191  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 OR0191  DYNAMIC HEIGHT  -        403.273 (meters)     1323.07  (feet) COMP
 OR0191  MODELED GRAVITY -    980,261.1   (mgal)                       NAVD 88
 OR0191
 OR0191  VERT ORDER      -  FIRST     CLASS II
 OR0191
 OR0191.The horizontal coordinates were scaled from a map and have
 OR0191.an estimated accuracy of +/- 6 seconds.
 OR0191
 OR0191.The orthometric height was determined by differential leveling and
 OR0191.adjusted by the NATIONAL GEODETIC SURVEY
 OR0191.in June 1991.
 OR0191
 OR0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0191.GEOID18 height accuracy estimate available here.
 OR0191
 OR0191.Click photographs - Photos may exist for this station.
 OR0191
 OR0191.The dynamic height is computed by dividing the NAVD 88
 OR0191.geopotential number by the normal gravity value computed on the
 OR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0191.degrees latitude (g = 980.6199 gals.).
 OR0191
 OR0191.The modeled gravity was interpolated from observed gravity values.
 OR0191
 OR0191;                    North         East    Units  Estimated Accuracy
 OR0191;SPC SD S     -    92,990.      717,820.      MT  (+/- 180 meters Scaled)
 OR0191
 OR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN093787(NAD 83)
 OR0191
 OR0191                          SUPERSEDED SURVEY CONTROL
 OR0191
 OR0191  NGVD 29 (??/??/92)  403.084  (m)         1322.45   (f) ADJ UNCH    1 2
 OR0191
 OR0191.Superseded values are not recommended for survey control.
 OR0191
 OR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0191.See file dsdata.pdf to determine how the superseded data were derived.
 OR0191
 OR0191_MARKER: DD = SURVEY DISK
 OR0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0191_STAMPING: B 339
 OR0191_MARK LOGO: USACE
 OR0191_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0191+STABILITY: SURFACE MOTION
 OR0191
 OR0191  HISTORY     - Date     Condition        Report By
 OR0191  HISTORY     - UNK      MONUMENTED       USACE
 OR0191  HISTORY     - 1949     GOOD             CGS
 OR0191  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0191
 OR0191                          STATION DESCRIPTION
 OR0191
 OR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0191'11.9 MI NE FROM BONESTEEL.
 OR0191'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0191'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18,
 OR0191'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES
 OR0191'EASTERLY ALONG A GRAVEL ROAD, THENCE 6.0 MILES NORTHEAST
 OR0191'ALONG A GRAVEL ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A FIELD
 OR0191'ROAD, THENCE 0.7 MILE SOUTH ALONG A FIELD ROAD, ON THE OUTSIDE
 OR0191'OF A CURVE WITH TANGENTS LEADING NORTH AND EAST, 55 FEET
 OR0191'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 46 FEET WEST OF THE
 OR0191'CENTER LINE OF A GATE, 18 FEET EAST OF A 4-WAY CORNER FENCE
 OR0191'POST, 2.5 FEET NORTH OF AN EAST-WEST FENCE, 2 FEET SOUTH OF A
 OR0191'GUARD POST, 2.3 FEET NORTHWEST OF A GUARD POST, 2.3 FEET NORTHEAST
 OR0191'OF A GUARD POST, AND BOLTED ON THE TOP OF A 10-FOOT SECTION
 OR0191'OF REINFORCING STEEL SET IN CONCRETE AND PROJECTING 0.2 FOOT
 OR0191'ABOVE THE GROUND.
 OR0191
 OR0191                          STATION RECOVERY (2013)
 OR0191
 OR0191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0233 ***********************************************************************
 QT0233  DESIGNATION -  B 34 RESET
 QT0233  PID         -  QT0233
 QT0233  STATE/COUNTY-  SD/HARDING
 QT0233  COUNTRY     -  US
 QT0233  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 QT0233
 QT0233                         *CURRENT SURVEY CONTROL
 QT0233  ______________________________________________________________________
 QT0233* NAD 83(1986) POSITION- 45 53 17.     (N) 103 22 37.     (W)   SCALED
 QT0233* NAVD 88 ORTHO HEIGHT -   884.215 (meters)     2900.96  (feet) ADJUSTED
 QT0233  ______________________________________________________________________
 QT0233  GEOID HEIGHT    -        -15.870 (meters)                     GEOID18
 QT0233  DYNAMIC HEIGHT  -        884.117 (meters)     2900.64  (feet) COMP
 QT0233  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 QT0233
 QT0233  VERT ORDER      -  FIRST     CLASS II
 QT0233
 QT0233.The horizontal coordinates were scaled from a map and have
 QT0233.an estimated accuracy of +/- 6 seconds.
 QT0233
 QT0233.The orthometric height was determined by differential leveling and
 QT0233.adjusted by the NATIONAL GEODETIC SURVEY
 QT0233.in April 2000.
 QT0233
 QT0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0233.GEOID18 height accuracy estimate available here.
 QT0233
 QT0233.Click photographs - Photos may exist for this station.
 QT0233
 QT0233.The dynamic height is computed by dividing the NAVD 88
 QT0233.geopotential number by the normal gravity value computed on the
 QT0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0233.degrees latitude (g = 980.6199 gals.).
 QT0233
 QT0233.The modeled gravity was interpolated from observed gravity values.
 QT0233
 QT0233;                    North         East    Units  Estimated Accuracy
 QT0233;SPC SD N     -   233,810.      337,950.      MT  (+/- 180 meters Scaled)
 QT0233
 QT0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL259828(NAD 83)
 QT0233
 QT0233                          SUPERSEDED SURVEY CONTROL
 QT0233
 QT0233  NAVD 88 (04/17/07)  884.232  (m)         2901.02   (f) SUPERSEDED  3 0
 QT0233
 QT0233.Superseded values are not recommended for survey control.
 QT0233
 QT0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0233.See file dsdata.pdf to determine how the superseded data were derived.
 QT0233
 QT0233_MARKER: DV = VERTICAL CONTROL DISK
 QT0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0233_STAMPING: B 34 RESET 1973
 QT0233_MARK LOGO: NGS
 QT0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0233+STABILITY: SURFACE MOTION
 QT0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0233+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0233
 QT0233  HISTORY     - Date     Condition        Report By
 QT0233  HISTORY     - 1973     MONUMENTED       NGS
 QT0233  HISTORY     - 19980928 GOOD             NGS
 QT0233
 QT0233                          STATION DESCRIPTION
 QT0233
 QT0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QT0233'3.8 MI N FROM LUDLOW.
 QT0233'3.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM LUDLOW, 210 FEET
 QT0233'NORTH OF A SET OF STEEL CULVERTS BENEATH THE HIGHWAY, 99 FEET
 QT0233'EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF THE EAST
 QT0233'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 QT0233'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QT0233'5-INCHES.
 QT0233
 QT0233                          STATION RECOVERY (1998)
 QT0233
 QT0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0233'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 QT0233'IN LUDLOW, 823.0 M (2700.1 FT) NORTH OF MILEPOST 150, 30.2 M (99.1 FT)
 QT0233'EAST OF THE HIGHWAY CENTERLINE, 19.1 M (62.7 FT) NORTHEAST OF THE
 QT0233'SOUTHEAST END OF A CULVERT UNDER THE HIGHWAY, 10.7 M (35.1 FT) SOUTH
 QT0233'OF THE CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 QT0233'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, 0.3 M
 QT0233'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 QT0233'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0591 ***********************************************************************
 OR0591  DESIGNATION -  B 340
 OR0591  PID         -  OR0591
 OR0591  STATE/COUNTY-  SD/GREGORY
 OR0591  COUNTRY     -  US
 OR0591  USGS QUAD   -  LUCAS (2017)
 OR0591
 OR0591                         *CURRENT SURVEY CONTROL
 OR0591  ______________________________________________________________________
 OR0591* NAD 83(1986) POSITION- 43 17 30.     (N) 099 10 07.     (W)   SCALED
 OR0591* NAVD 88 ORTHO HEIGHT -   619.539 (meters)     2032.60  (feet) ADJUSTED
 OR0591  ______________________________________________________________________
 OR0591  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 OR0591  DYNAMIC HEIGHT  -        619.317 (meters)     2031.88  (feet) COMP
 OR0591  MODELED GRAVITY -    980,242.8   (mgal)                       NAVD 88
 OR0591
 OR0591  VERT ORDER      -  SECOND    CLASS 0
 OR0591
 OR0591.The horizontal coordinates were scaled from a map and have
 OR0591.an estimated accuracy of +/- 6 seconds.
 OR0591
 OR0591.The orthometric height was determined by differential leveling and
 OR0591.adjusted by the NATIONAL GEODETIC SURVEY
 OR0591.in June 1991.
 OR0591
 OR0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0591.GEOID18 height accuracy estimate available here.
 OR0591
 OR0591.Click photographs - Photos may exist for this station.
 OR0591
 OR0591.The dynamic height is computed by dividing the NAVD 88
 OR0591.geopotential number by the normal gravity value computed on the
 OR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0591.degrees latitude (g = 980.6199 gals.).
 OR0591
 OR0591.The modeled gravity was interpolated from observed gravity values.
 OR0591
 OR0591;                    North         East    Units  Estimated Accuracy
 OR0591;SPC SD S     -   107,130.      694,510.      MT  (+/- 180 meters Scaled)
 OR0591
 OR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN863932(NAD 83)
 OR0591
 OR0591                          SUPERSEDED SURVEY CONTROL
 OR0591
 OR0591  NGVD 29 (??/??/92)  619.193  (m)         2031.47   (f) ADJ UNCH    2 0
 OR0591
 OR0591.Superseded values are not recommended for survey control.
 OR0591
 OR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0591.See file dsdata.pdf to determine how the superseded data were derived.
 OR0591
 OR0591_MARKER: DB = BENCH MARK DISK
 OR0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0591_STAMPING: B 340 1949
 OR0591_MARK LOGO: CGS
 OR0591_PROJECTION: FLUSH
 OR0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0591+STABILITY: SURFACE MOTION
 OR0591
 OR0591  HISTORY     - Date     Condition        Report By
 OR0591  HISTORY     - 1949     MONUMENTED       CGS
 OR0591
 OR0591                          STATION DESCRIPTION
 OR0591
 OR0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0591'17.3 MI NE FROM GREGORY.
 OR0591'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0591'GREGORY, THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0
 OR0591'MILES NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A
 OR0591'GRAVEL ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT ROAD, ON THE
 OR0591'OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTH AND EAST, 88 FEET
 OR0591'NORTHWEST OF THE CENTER LINE OF THE CURVE, 13 FEET NORTH OF A
 OR0591'POINT ON THE PROJECTED CENTER LINE OF THE EAST TANGENT, 41 FEET
 OR0591'WEST OF A POINT ON THE PROJECTED CENTER LINE OF THE SOUTH
 OR0591'TANGENT, 17 FEET SOUTH OF A CORNER FENCE POST, 1.2 FEET EAST OF A
 OR0591'FENCE, 1.8 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 OR0591'CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0281 ***********************************************************************
 OQ0281  DESIGNATION -  B 341
 OQ0281  PID         -  OQ0281
 OQ0281  STATE/COUNTY-  SD/MINNEHAHA
 OQ0281  COUNTRY     -  US
 OQ0281  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0281
 OQ0281                         *CURRENT SURVEY CONTROL
 OQ0281  ______________________________________________________________________
 OQ0281* NAD 83(1986) POSITION- 43 35 52.     (N) 096 38 13.     (W)   SCALED
 OQ0281* NAVD 88 ORTHO HEIGHT -   416.118 (meters)     1365.21  (feet) ADJUSTED
 OQ0281  ______________________________________________________________________
 OQ0281  GEOID HEIGHT    -        -26.338 (meters)                     GEOID18
 OQ0281  DYNAMIC HEIGHT  -        416.013 (meters)     1364.87  (feet) COMP
 OQ0281  MODELED GRAVITY -    980,354.7   (mgal)                       NAVD 88
 OQ0281
 OQ0281  VERT ORDER      -  FIRST     CLASS II
 OQ0281
 OQ0281.The horizontal coordinates were scaled from a map and have
 OQ0281.an estimated accuracy of +/- 6 seconds.
 OQ0281
 OQ0281.The orthometric height was determined by differential leveling and
 OQ0281.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0281.in June 1991.
 OQ0281
 OQ0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0281.GEOID18 height accuracy estimate available here.
 OQ0281
 OQ0281.Click photographs - Photos may exist for this station.
 OQ0281
 OQ0281.The dynamic height is computed by dividing the NAVD 88
 OQ0281.geopotential number by the normal gravity value computed on the
 OQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0281.degrees latitude (g = 980.6199 gals.).
 OQ0281
 OQ0281.The modeled gravity was interpolated from observed gravity values.
 OQ0281
 OQ0281;                    North         East    Units  Estimated Accuracy
 OQ0281;SPC SD S     -   147,110.      898,340.      MT  (+/- 180 meters Scaled)
 OQ0281
 OQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP907299(NAD 83)
 OQ0281
 OQ0281                          SUPERSEDED SURVEY CONTROL
 OQ0281
 OQ0281  NGVD 29 (??/??/92)  415.846  (m)         1364.32   (f) ADJ UNCH    1 2
 OQ0281
 OQ0281.Superseded values are not recommended for survey control.
 OQ0281
 OQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0281.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0281
 OQ0281_MARKER: DB = BENCH MARK DISK
 OQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0281_STAMPING: B 341 1949
 OQ0281_MARK LOGO: CGS
 OQ0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0281+STABILITY: SURFACE MOTION
 OQ0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0281+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2024
 OQ0281
 OQ0281  HISTORY     - Date     Condition        Report By
 OQ0281  HISTORY     - 1949     MONUMENTED       CGS
 OQ0281  HISTORY     - 1966     GOOD             MNHD
 OQ0281  HISTORY     - 20110316 POOR             INDIV
 OQ0281  HISTORY     - 20241025 GOOD             LOCSUR
 OQ0281
 OQ0281                          STATION DESCRIPTION
 OQ0281
 OQ0281'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0281'2.6 MI W FROM BRANDON.
 OQ0281'2.6 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0281'OMAHA RAILWAY FROM THE STATION AT BRANDON, MINNEHAHA COUNTY.
 OQ0281'108.5 FEET SOUTH-SOUTHEAST OF POLE 52/15 AT AN ABANDONED ROAD
 OQ0281'CROSSING, 59 FEET WEST OF THE CENTERLINE OF AN ABANDONED ROAD,
 OQ0281'46.1 FEET SOUTH OF THE SOUTH RAIL, 1.2 FEET NORTH OF A FENCE,
 OQ0281'425 FT WEST OF ATOMIC POWER PLANT ROAD.  A STANDARD DISK, STAMPED
 OQ0281'B 341 1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OQ0281'FOOT ABOVE GROUND.
 OQ0281
 OQ0281                          STATION RECOVERY (2011)
 OQ0281
 OQ0281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0281'CONCRETE IS BROKEN
 OQ0281
 OQ0281                          STATION RECOVERY (2024)
 OQ0281
 OQ0281'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (CP)
 OQ0281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0406 ***********************************************************************
 PR0406  DESIGNATION -  B 342
 PR0406  PID         -  PR0406
 PR0406  STATE/COUNTY-  SD/HAMLIN
 PR0406  COUNTRY     -  US
 PR0406  USGS QUAD   -  LAKE NORDEN (2017)
 PR0406
 PR0406                         *CURRENT SURVEY CONTROL
 PR0406  ______________________________________________________________________
 PR0406* NAD 83(1986) POSITION- 44 34 20.     (N) 097 07 40.     (W)   SCALED
 PR0406* NAVD 88 ORTHO HEIGHT -   509.263 (meters)     1670.81  (feet) ADJUSTED
 PR0406  ______________________________________________________________________
 PR0406  GEOID HEIGHT    -        -24.904 (meters)                     GEOID18
 PR0406  DYNAMIC HEIGHT  -        509.180 (meters)     1670.53  (feet) COMP
 PR0406  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 PR0406
 PR0406  VERT ORDER      -  SECOND    CLASS 0
 PR0406
 PR0406.The horizontal coordinates were scaled from a map and have
 PR0406.an estimated accuracy of +/- 6 seconds.
 PR0406
 PR0406.The orthometric height was determined by differential leveling and
 PR0406.adjusted by the NATIONAL GEODETIC SURVEY
 PR0406.in June 1991.
 PR0406
 PR0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0406.GEOID18 height accuracy estimate available here.
 PR0406
 PR0406.Click photographs - Photos may exist for this station.
 PR0406
 PR0406.The dynamic height is computed by dividing the NAVD 88
 PR0406.geopotential number by the normal gravity value computed on the
 PR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0406.degrees latitude (g = 980.6199 gals.).
 PR0406
 PR0406.The modeled gravity was interpolated from observed gravity values.
 PR0406
 PR0406;                    North         East    Units  Estimated Accuracy
 PR0406;SPC SD N     -    86,150.      828,090.      MT  (+/- 180 meters Scaled)
 PR0406
 PR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ486371(NAD 83)
 PR0406
 PR0406                          SUPERSEDED SURVEY CONTROL
 PR0406
 PR0406  NGVD 29 (??/??/92)  508.986  (m)         1669.90   (f) ADJ UNCH    2 0
 PR0406
 PR0406.Superseded values are not recommended for survey control.
 PR0406
 PR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0406.See file dsdata.pdf to determine how the superseded data were derived.
 PR0406
 PR0406_MARKER: DB = BENCH MARK DISK
 PR0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0406_STAMPING: B 342 1949
 PR0406_MARK LOGO: CGS
 PR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0406+STABILITY: SURFACE MOTION
 PR0406
 PR0406  HISTORY     - Date     Condition        Report By
 PR0406  HISTORY     - 1949     MONUMENTED       CGS
 PR0406
 PR0406                          STATION DESCRIPTION
 PR0406
 PR0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0406'5.7 MI E FROM LAKE NORDEN.
 PR0406'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 PR0406'RAILROAD STATION AT LAKE NORDEN, THENCE 4.3 MILES EAST ALONG
 PR0406'STATE HIGHWAY 28, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 81,
 PR0406'AT A ROAD INTERSECTION, 124.0 FEET NORTH OF THE CENTER LINE OF
 PR0406'AN EAST-WEST ROAD, 61.0 FEET EAST OF THE CENTER LINE OF THE
 PR0406'HIGHWAY, 9.0 FEET EAST OF A POINT IN LINE WITH A ROW OF POWER
 PR0406'POLES, 1.5 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE
 PR0406'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1088 ***********************************************************************
 NM1088  DESIGNATION -  B 343
 NM1088  PID         -  NM1088
 NM1088  STATE/COUNTY-  SD/YANKTON
 NM1088  COUNTRY     -  US
 NM1088  USGS QUAD   -  SAINT HELENA (2017)
 NM1088
 NM1088                         *CURRENT SURVEY CONTROL
 NM1088  ______________________________________________________________________
 NM1088* NAD 83(1986) POSITION- 42 51 59.     (N) 097 13 12.     (W)   SCALED
 NM1088* NAVD 88 ORTHO HEIGHT -   355.282 (meters)     1165.62  (feet) ADJUSTED
 NM1088  ______________________________________________________________________
 NM1088  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM1088  DYNAMIC HEIGHT  -        355.180 (meters)     1165.29  (feet) COMP
 NM1088  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM1088
 NM1088  VERT ORDER      -  SECOND    CLASS 0
 NM1088
 NM1088.The horizontal coordinates were scaled from a map and have
 NM1088.an estimated accuracy of +/- 6 seconds.
 NM1088
 NM1088.The orthometric height was determined by differential leveling and
 NM1088.adjusted by the NATIONAL GEODETIC SURVEY
 NM1088.in June 1991.
 NM1088
 NM1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1088.GEOID18 height accuracy estimate available here.
 NM1088
 NM1088.Click photographs - Photos may exist for this station.
 NM1088
 NM1088.The dynamic height is computed by dividing the NAVD 88
 NM1088.geopotential number by the normal gravity value computed on the
 NM1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1088.degrees latitude (g = 980.6199 gals.).
 NM1088
 NM1088.The modeled gravity was interpolated from observed gravity values.
 NM1088
 NM1088;                    North         East    Units  Estimated Accuracy
 NM1088;SPC SD S     -    63,990.      854,350.      MT  (+/- 180 meters Scaled)
 NM1088
 NM1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN454475(NAD 83)
 NM1088
 NM1088                          SUPERSEDED SURVEY CONTROL
 NM1088
 NM1088  NGVD 29 (??/??/92)  355.084  (m)         1164.97   (f) ADJ UNCH    2 0
 NM1088
 NM1088.Superseded values are not recommended for survey control.
 NM1088
 NM1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1088.See file dsdata.pdf to determine how the superseded data were derived.
 NM1088
 NM1088_MARKER: DB = BENCH MARK DISK
 NM1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1088_STAMPING: B 343 1949
 NM1088_MARK LOGO: CGS
 NM1088_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1088+STABILITY: SURFACE MOTION
 NM1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1088+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 NM1088
 NM1088  HISTORY     - Date     Condition        Report By
 NM1088  HISTORY     - 1949     MONUMENTED       CGS
 NM1088  HISTORY     - 20110426 GOOD             INDIV
 NM1088
 NM1088                          STATION DESCRIPTION
 NM1088
 NM1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1088'9.8 MI E FROM YANKTON.
 NM1088'7.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1088'YANKTON, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 NM1088'1.0 MILE EAST ALONG A GRAVELED ROAD, 42 FEET SOUTH OF THE CENTER
 NM1088'LINE OF AN EAST-WEST ROAD, 30 FEET WEST OF THE CENTER LINE OF
 NM1088'THE NORTH-SOUTH ROAD, 10.0 FEET SOUTH OF A POWER TRANSMISSION
 NM1088'LINE POLE, 9.0 FEET SOUTH OF A FENCE CORNER POST, 1.4 FEET
 NM1088'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1088'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1088
 NM1088                          STATION RECOVERY (2011)
 NM1088
 NM1088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (CLB)
 NM1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1098 ***********************************************************************
 NM1098  DESIGNATION -  B 344
 NM1098  PID         -  NM1098
 NM1098  STATE/COUNTY-  SD/YANKTON
 NM1098  COUNTRY     -  US
 NM1098  USGS QUAD   -  SAINT HELENA (2017)
 NM1098
 NM1098                         *CURRENT SURVEY CONTROL
 NM1098  ______________________________________________________________________
 NM1098* NAD 83(1986) POSITION- 42 49 46.     (N) 097 10 47.     (W)   SCALED
 NM1098* NAVD 88 ORTHO HEIGHT -   354.648 (meters)     1163.54  (feet) ADJUSTED
 NM1098  ______________________________________________________________________
 NM1098  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 NM1098  DYNAMIC HEIGHT  -        354.546 (meters)     1163.21  (feet) COMP
 NM1098  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 NM1098
 NM1098  VERT ORDER      -  SECOND    CLASS 0
 NM1098
 NM1098.The horizontal coordinates were scaled from a map and have
 NM1098.an estimated accuracy of +/- 6 seconds.
 NM1098
 NM1098.The orthometric height was determined by differential leveling and
 NM1098.adjusted by the NATIONAL GEODETIC SURVEY
 NM1098.in June 1991.
 NM1098
 NM1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1098.GEOID18 height accuracy estimate available here.
 NM1098
 NM1098.Click photographs - Photos may exist for this station.
 NM1098
 NM1098.The dynamic height is computed by dividing the NAVD 88
 NM1098.geopotential number by the normal gravity value computed on the
 NM1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1098.degrees latitude (g = 980.6199 gals.).
 NM1098
 NM1098.The modeled gravity was interpolated from observed gravity values.
 NM1098
 NM1098;                    North         East    Units  Estimated Accuracy
 NM1098;SPC SD S     -    60,010.      857,800.      MT  (+/- 180 meters Scaled)
 NM1098
 NM1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN487434(NAD 83)
 NM1098
 NM1098                          SUPERSEDED SURVEY CONTROL
 NM1098
 NM1098  NGVD 29 (??/??/92)  354.447  (m)         1162.88   (f) ADJ UNCH    2 0
 NM1098
 NM1098.Superseded values are not recommended for survey control.
 NM1098
 NM1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1098.See file dsdata.pdf to determine how the superseded data were derived.
 NM1098
 NM1098_MARKER: DB = BENCH MARK DISK
 NM1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1098_STAMPING: B 344 1949
 NM1098_MARK LOGO: CGS
 NM1098_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1098+STABILITY: SURFACE MOTION
 NM1098
 NM1098  HISTORY     - Date     Condition        Report By
 NM1098  HISTORY     - 1949     MONUMENTED       CGS
 NM1098
 NM1098                          STATION DESCRIPTION
 NM1098
 NM1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1098'4.3 MI S FROM GAYVILLE.
 NM1098'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1098'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1098'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1098'WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A
 NM1098'GRAVELED ROAD, AT A SCHOOLHOUSE, 109.0 FEET SOUTHWEST OF THE
 NM1098'SOUTHWEST CORNER OF THE SCHOOLHOUSE, 205 FEET SOUTH OF THE CENTER
 NM1098'LINE OF AN EAST-WEST ROAD, 73 FEET EAST OF THE CENTER LINE OF
 NM1098'THE NORTH-SOUTH ROAD, 40.0 FEET EAST OF THE SOUTHWEST CORNER
 NM1098'POST OF THE SCHOOL YARD FENCE, 1.2 FEET NORTH OF THE SOUTH
 NM1098'SCHOOL YARD FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET
 NM1098'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1098'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1099 ***********************************************************************
 NM1099  DESIGNATION -  B 344 RESET
 NM1099  PID         -  NM1099
 NM1099  STATE/COUNTY-  SD/YANKTON
 NM1099  COUNTRY     -  US
 NM1099  USGS QUAD   -  SAINT HELENA (2017)
 NM1099
 NM1099                         *CURRENT SURVEY CONTROL
 NM1099  ______________________________________________________________________
 NM1099* NAD 83(1986) POSITION- 42 49 46.     (N) 097 10 49.     (W)   SCALED
 NM1099* NAVD 88 ORTHO HEIGHT -   354.34  (meters)     1162.5   (feet) RESET
 NM1099  ______________________________________________________________________
 NM1099  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 NM1099  VERT ORDER      -  THIRD
 NM1099
 NM1099.The horizontal coordinates were scaled from a map and have
 NM1099.an estimated accuracy of +/- 6 seconds.
 NM1099
 NM1099.The orthometric height was computed from unverified reset data.
 NM1099
 NM1099.No vertical observational check was made to the station.
 NM1099
 NM1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1099.GEOID18 height accuracy estimate available here.
 NM1099
 NM1099.Click photographs - Photos may exist for this station.
 NM1099
 NM1099;                    North         East    Units  Estimated Accuracy
 NM1099;SPC SD S     -    60,010.      857,750.      MT  (+/- 180 meters Scaled)
 NM1099
 NM1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN487434(NAD 83)
 NM1099
 NM1099                          SUPERSEDED SURVEY CONTROL
 NM1099
 NM1099  NGVD 29 (04/17/07)  354.14   (m)         1161.9    (f) RESET       3  
 NM1099
 NM1099.Superseded values are not recommended for survey control.
 NM1099
 NM1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1099.See file dsdata.pdf to determine how the superseded data were derived.
 NM1099
 NM1099_MARKER: DV = VERTICAL CONTROL DISK
 NM1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1099_STAMPING: B 344 RESET 1975
 NM1099_MARK LOGO: NGS
 NM1099_PROJECTION: PROJECTING 5 CENTIMETERS
 NM1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1099+STABILITY: SURFACE MOTION
 NM1099
 NM1099  HISTORY     - Date     Condition        Report By
 NM1099  HISTORY     - 1975     MONUMENTED       NGS
 NM1099
 NM1099                          STATION DESCRIPTION
 NM1099
 NM1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM1099'4 MI S FROM GAYVILLE.
 NM1099'0.55 MILE SOUTH ALONG THE MAIN ROAD FROM THE RAILROAD STATION
 NM1099'IN GAYVILLE TO THE JUNCTION WITH STATE HIGHWAY 50, CROSS OVER
 NM1099'THE HIGHWAY AND GO SOUTH ON A GRAVELED ROAD, 1.0 MILE, THENCE
 NM1099'WEST 0.25 MILE, THENCE SOUTH 2.5 MILES TO A CROSSROAD, 148 FEET
 NM1099'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 33 FEET WEST OF THE
 NM1099'NORTH-SOUTH ROAD, 4 FEET SOUTH OF A POWER POLE, 1-FOOT EAST OF
 NM1099'A FENCE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 100
 NM1099'YARDS EAST OF A FARMSTEAD, AND SET IN THE TOP OF A ROUND CONCRETE
 NM1099'MONUMENT WHICH PROJECTS 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0033 ***********************************************************************
 OR0033  DESIGNATION -  B 348
 OR0033  PID         -  OR0033
 OR0033  STATE/COUNTY-  SD/DAVISON
 OR0033  COUNTRY     -  US
 OR0033  USGS QUAD   -  LOOMIS (2017)
 OR0033
 OR0033                         *CURRENT SURVEY CONTROL
 OR0033  ______________________________________________________________________
 OR0033* NAD 83(1986) POSITION- 43 46 29.     (N) 098 04 03.     (W)   SCALED
 OR0033* NAVD 88 ORTHO HEIGHT -   395.211 (meters)     1296.62  (feet) ADJUSTED
 OR0033  ______________________________________________________________________
 OR0033  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 OR0033  DYNAMIC HEIGHT  -        395.116 (meters)     1296.31  (feet) COMP
 OR0033  MODELED GRAVITY -    980,368.1   (mgal)                       NAVD 88
 OR0033
 OR0033  VERT ORDER      -  SECOND    CLASS 0
 OR0033
 OR0033.The horizontal coordinates were scaled from a map and have
 OR0033.an estimated accuracy of +/- 6 seconds.
 OR0033
 OR0033.The orthometric height was determined by differential leveling and
 OR0033.adjusted by the NATIONAL GEODETIC SURVEY
 OR0033.in June 1991.
 OR0033
 OR0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0033.GEOID18 height accuracy estimate available here.
 OR0033
 OR0033.Click photographs - Photos may exist for this station.
 OR0033
 OR0033.The dynamic height is computed by dividing the NAVD 88
 OR0033.geopotential number by the normal gravity value computed on the
 OR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0033.degrees latitude (g = 980.6199 gals.).
 OR0033
 OR0033.The modeled gravity was interpolated from observed gravity values.
 OR0033
 OR0033;                    North         East    Units  Estimated Accuracy
 OR0033;SPC SD S     -   162,610.      782,380.      MT  (+/- 180 meters Scaled)
 OR0033
 OR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP750472(NAD 83)
 OR0033
 OR0033                          SUPERSEDED SURVEY CONTROL
 OR0033
 OR0033  NGVD 29 (??/??/92)  394.914  (m)         1295.65   (f) ADJ UNCH    2 0
 OR0033
 OR0033.Superseded values are not recommended for survey control.
 OR0033
 OR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0033.See file dsdata.pdf to determine how the superseded data were derived.
 OR0033
 OR0033_MARKER: DB = BENCH MARK DISK
 OR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0033_STAMPING: B 348 1964
 OR0033_MARK LOGO: CGS
 OR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0033+STABILITY: SURFACE MOTION
 OR0033
 OR0033  HISTORY     - Date     Condition        Report By
 OR0033  HISTORY     - 1964     MONUMENTED       CGS
 OR0033
 OR0033                          STATION DESCRIPTION
 OR0033
 OR0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0033'6 MI N FROM MITCHELL.
 OR0033'ABOUT 6.2 MI. N ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0033'PACIFIC RAILROAD FROM THE FEDERAL BUILDING IN MITCHELL, DAVISON
 OR0033'COUNTY, THENCE FROM INTERSECTION OF RAILROAD AND TWO GRAVEL
 OR0033'ROADS, E ON GRAVEL ROAD FOR 0.9 MI. TO ROAD INTERSECTION AND
 OR0033'GARFIELD SCHOOL.  IN THE SE QUADRANT OF RD. INT., 103 FT NW
 OR0033'OF NW CORNER OF GARFIELD SCHOOL, A ONE ROOM SCHOOL BLDG., 58 FT
 OR0033'SE OF CENTERLINE INT. OF N-S AND E-W GRAVEL RDS., 39 FT S
 OR0033'OF CENTERLINE OF GRAVEL ROAD, 43 FT E OF CENTERLINE OF GRAVEL
 OR0033'RD., 111 FT S OF AND ACROSS E-W RD. FROM THE FRONT DOOR OF
 OR0033'SMALL 2 STORY FARM HOUSE, 11 FT S OF POWER POLE, 1.5 FT NW OF
 OR0033'WITNESS POST.  A STD. DISK, STAMPED B 348 1964 SET IN THE TOP
 OR0033'OF A 9 IN DIAMETER CONCRETE MONUMENT WHICH PROJECTS 2 IN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0423 ***********************************************************************
 OR0423  DESIGNATION -  B 349
 OR0423  PID         -  OR0423
 OR0423  STATE/COUNTY-  SD/BUFFALO
 OR0423  COUNTRY     -  US
 OR0423  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0423
 OR0423                         *CURRENT SURVEY CONTROL
 OR0423  ______________________________________________________________________
 OR0423* NAD 83(1986) POSITION- 43 56 34.     (N) 099 17 46.     (W)   SCALED
 OR0423* NAVD 88 ORTHO HEIGHT -   538.756 (meters)     1767.57  (feet) ADJUSTED
 OR0423  ______________________________________________________________________
 OR0423  GEOID HEIGHT    -        -25.254 (meters)                     GEOID18
 OR0423  DYNAMIC HEIGHT  -        538.630 (meters)     1767.16  (feet) COMP
 OR0423  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 OR0423
 OR0423  VERT ORDER      -  FIRST     CLASS II
 OR0423
 OR0423.The horizontal coordinates were scaled from a map and have
 OR0423.an estimated accuracy of +/- 6 seconds.
 OR0423
 OR0423.The orthometric height was determined by differential leveling and
 OR0423.adjusted by the NATIONAL GEODETIC SURVEY
 OR0423.in June 1991.
 OR0423
 OR0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0423.GEOID18 height accuracy estimate available here.
 OR0423
 OR0423.Click photographs - Photos may exist for this station.
 OR0423
 OR0423.The dynamic height is computed by dividing the NAVD 88
 OR0423.geopotential number by the normal gravity value computed on the
 OR0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0423.degrees latitude (g = 980.6199 gals.).
 OR0423
 OR0423.The modeled gravity was interpolated from observed gravity values.
 OR0423
 OR0423;                    North         East    Units  Estimated Accuracy
 OR0423;SPC SD S     -   179,320.      683,260.      MT  (+/- 180 meters Scaled)
 OR0423
 OR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP762655(NAD 83)
 OR0423
 OR0423                          SUPERSEDED SURVEY CONTROL
 OR0423
 OR0423  NGVD 29 (??/??/92)  538.43   (m)         1766.5    (f) COMPUTED    1 2
 OR0423
 OR0423.Superseded values are not recommended for survey control.
 OR0423
 OR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0423.See file dsdata.pdf to determine how the superseded data were derived.
 OR0423
 OR0423_MARKER: DB = BENCH MARK DISK
 OR0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0423_STAMPING: B 349 1949
 OR0423_MARK LOGO: CGS
 OR0423_PROJECTION: FLUSH
 OR0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0423+STABILITY: SURFACE MOTION
 OR0423
 OR0423  HISTORY     - Date     Condition        Report By
 OR0423  HISTORY     - 1949     MONUMENTED       CGS
 OR0423  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0423
 OR0423                          STATION DESCRIPTION
 OR0423
 OR0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0423'10.2 MI N FROM CHAMBERLAIN.
 OR0423'10.25 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL
 OR0423'AT CHAMBERLAIN, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 OR0423'LEADING SOUTHWEST AND NORTHWEST, 35 FEET WEST OF THE CENTER
 OR0423'LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF A GATE,
 OR0423'8 FEET SOUTH OF THE PROJECTED CENTER LINE OF A PRIVATE ROAD
 OR0423'LEADING EAST TO A FARMHOUSE, 3 FEET SOUTH OF TELEPHONE POLE
 OR0423'NO. 1, 1.2 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE
 OR0423'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 OR0423'AND ABOUT LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK IS
 OR0423'LOCATED 0.75 MILE SOUTHEAST OF BENCH MARK E 49.
 OR0423
 OR0423                          STATION RECOVERY (2013)
 OR0423
 OR0423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0424 ***********************************************************************
 OR0424  DESIGNATION -  B 349 RESET
 OR0424  PID         -  OR0424
 OR0424  STATE/COUNTY-  SD/BUFFALO
 OR0424  COUNTRY     -  US
 OR0424  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0424
 OR0424                         *CURRENT SURVEY CONTROL
 OR0424  ______________________________________________________________________
 OR0424* NAD 83(1986) POSITION- 43 56 34.     (N) 099 17 46.     (W)   SCALED
 OR0424* NAVD 88 ORTHO HEIGHT -   539.85  (+/-2cm)     1771.2   (feet) VERTCON3
 OR0424  ______________________________________________________________________
 OR0424  GEOID HEIGHT    -        -25.254 (meters)                     GEOID18
 OR0424  VERT ORDER      -  THIRD (See Below)
 OR0424
 OR0424.The horizontal coordinates were scaled from a map and have
 OR0424.an estimated accuracy of +/- 6 seconds.
 OR0424
 OR0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0424
 OR0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0424.GEOID18 height accuracy estimate available here.
 OR0424
 OR0424.The vertical order pertains to the NGVD 29 superseded value.
 OR0424
 OR0424.Click photographs - Photos may exist for this station.
 OR0424
 OR0424;                    North         East    Units  Estimated Accuracy
 OR0424;SPC SD S     -   179,320.      683,260.      MT  (+/- 180 meters Scaled)
 OR0424
 OR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP762655(NAD 83)
 OR0424
 OR0424                          SUPERSEDED SURVEY CONTROL
 OR0424
 OR0424  NGVD 29 (??/??/??)  539.52   (m)         1770.1    (f) RESET       3  
 OR0424
 OR0424.Superseded values are not recommended for survey control.
 OR0424
 OR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0424.See file dsdata.pdf to determine how the superseded data were derived.
 OR0424
 OR0424_MARKER: DB = BENCH MARK DISK
 OR0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0424_STAMPING: B 349 RESET 1958
 OR0424_MARK LOGO: CGS
 OR0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0424+STABILITY: SURFACE MOTION
 OR0424
 OR0424  HISTORY     - Date     Condition        Report By
 OR0424  HISTORY     - 1958     MONUMENTED       CGS
 OR0424
 OR0424                          STATION DESCRIPTION
 OR0424
 OR0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0424'11.1 MI N FROM CHAMBERLAIN.
 OR0424'11.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH
 OR0424'U.S. HIGHWAY 16 AT CHAMBERLAIN, BRULE COUNTY, IN BUFFALO COUNTY,
 OR0424'ABOUT 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 OR0424'NORTH SIDE OF A LANE LEADING EAST TO A FARMHOUSE, 2 FEET NORTH
 OR0424'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  A
 OR0424'STANDARD DISK, STAMPED B 349 RESET 1958 AND SET IN THE TOP OF A
 OR0424'ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES.  THE MILEAGE
 OR0424'GIVEN WAS CHECKED ALONG THE OLD HIGHWAY AS THE NEW ROUTE WAS
 OR0424'UNDER CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0443 ***********************************************************************
 PS0443  DESIGNATION -  B 350
 PS0443  PID         -  PS0443
 PS0443  STATE/COUNTY-  SD/HUGHES
 PS0443  COUNTRY     -  US
 PS0443  USGS QUAD   -  JOE CREEK NW (2017)
 PS0443
 PS0443                         *CURRENT SURVEY CONTROL
 PS0443  ______________________________________________________________________
 PS0443* NAD 83(1986) POSITION- 44 10 46.     (N) 099 54 25.     (W)   SCALED
 PS0443* NAVD 88 ORTHO HEIGHT -   449.160 (meters)     1473.62  (feet) ADJUSTED
 PS0443  ______________________________________________________________________
 PS0443  GEOID HEIGHT    -        -24.057 (meters)                     GEOID18
 PS0443  DYNAMIC HEIGHT  -        449.072 (meters)     1473.33  (feet) COMP
 PS0443  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 PS0443
 PS0443  VERT ORDER      -  FIRST     CLASS II
 PS0443
 PS0443.The horizontal coordinates were scaled from a map and have
 PS0443.an estimated accuracy of +/- 6 seconds.
 PS0443
 PS0443.The orthometric height was determined by differential leveling and
 PS0443.adjusted by the NATIONAL GEODETIC SURVEY
 PS0443.in June 1991.
 PS0443
 PS0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0443.GEOID18 height accuracy estimate available here.
 PS0443
 PS0443.Click photographs - Photos may exist for this station.
 PS0443
 PS0443.The dynamic height is computed by dividing the NAVD 88
 PS0443.geopotential number by the normal gravity value computed on the
 PS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0443.degrees latitude (g = 980.6199 gals.).
 PS0443
 PS0443.The modeled gravity was interpolated from observed gravity values.
 PS0443
 PS0443;                    North         East    Units  Estimated Accuracy
 PS0443;SPC SD S     -   205,180.      634,090.      MT  (+/- 180 meters Scaled)
 PS0443
 PS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP275922(NAD 83)
 PS0443
 PS0443                          SUPERSEDED SURVEY CONTROL
 PS0443
 PS0443  NGVD 29 (??/??/92)  448.838  (m)         1472.56   (f) ADJ UNCH    1 2
 PS0443
 PS0443.Superseded values are not recommended for survey control.
 PS0443
 PS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0443.See file dsdata.pdf to determine how the superseded data were derived.
 PS0443
 PS0443_MARKER: DB = BENCH MARK DISK
 PS0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0443_STAMPING: B 350 1949
 PS0443_MARK LOGO: CGS
 PS0443_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0443+STABILITY: SURFACE MOTION
 PS0443
 PS0443  HISTORY     - Date     Condition        Report By
 PS0443  HISTORY     - 1949     MONUMENTED       CGS
 PS0443
 PS0443                          STATION DESCRIPTION
 PS0443
 PS0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0443'4.7 MI NW FROM JOE CREEK.
 PS0443'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0443'CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE 0.7
 PS0443'MILE NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE WEST ALONG
 PS0443'A FIELD ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, IN THE
 PS0443'NORTHWEST QUARTER OF A ROAD CROSSING, AT THE CORNER OF
 PS0443'SECTION 6 AND 7, T. 108 N., R. 75 W. AND SECTION 1 AND 12,
 PS0443'T. 108 N., R. 76 W., 26 FEET NORTH OF THE CENTER LINE OF THE
 PS0443'EAST-WEST ROAD, 21 FEET WEST OF THE CENTER LINE OF THE
 PS0443'NORTH-SOUTH ROAD, 13.4 FEET WEST OF A CORNER FENCE POST,
 PS0443'1.2 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF A REFERENCE POST,
 PS0443'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 PS0443'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0309 ***********************************************************************
 OT0309  DESIGNATION -  B 355
 OT0309  PID         -  OT0309
 OT0309  STATE/COUNTY-  SD/CUSTER
 OT0309  COUNTRY     -  US
 OT0309  USGS QUAD   -  HERMOSA (2017)
 OT0309
 OT0309                         *CURRENT SURVEY CONTROL
 OT0309  ______________________________________________________________________
 OT0309* NAD 83(1986) POSITION- 43 46 47.     (N) 103 10 48.     (W)   SCALED
 OT0309* NAVD 88 ORTHO HEIGHT -  1051.158 (meters)     3448.67  (feet) ADJUSTED
 OT0309  ______________________________________________________________________
 OT0309  GEOID HEIGHT    -        -16.186 (meters)                     GEOID18
 OT0309  DYNAMIC HEIGHT  -       1050.752 (meters)     3447.34  (feet) COMP
 OT0309  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 OT0309
 OT0309  VERT ORDER      -  FIRST     CLASS II
 OT0309
 OT0309.The horizontal coordinates were scaled from a map and have
 OT0309.an estimated accuracy of +/- 6 seconds.
 OT0309
 OT0309.The orthometric height was determined by differential leveling and
 OT0309.adjusted by the NATIONAL GEODETIC SURVEY
 OT0309.in June 1991.
 OT0309
 OT0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0309.GEOID18 height accuracy estimate available here.
 OT0309
 OT0309.Click photographs - Photos may exist for this station.
 OT0309
 OT0309.The dynamic height is computed by dividing the NAVD 88
 OT0309.geopotential number by the normal gravity value computed on the
 OT0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0309.degrees latitude (g = 980.6199 gals.).
 OT0309
 OT0309.The modeled gravity was interpolated from observed gravity values.
 OT0309
 OT0309;                    North         East    Units  Estimated Accuracy
 OT0309;SPC SD S     -   164,610.      370,900.      MT  (+/- 180 meters Scaled)
 OT0309
 OT0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ464490(NAD 83)
 OT0309
 OT0309                          SUPERSEDED SURVEY CONTROL
 OT0309
 OT0309  NGVD 29 (??/??/92) 1050.656  (m)         3447.03   (f) ADJ UNCH    1 2
 OT0309
 OT0309.Superseded values are not recommended for survey control.
 OT0309
 OT0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0309.See file dsdata.pdf to determine how the superseded data were derived.
 OT0309
 OT0309_MARKER: DB = BENCH MARK DISK
 OT0309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0309_SP_SET: SMALL BRIDGE ABUTMENT
 OT0309_STAMPING: B 355 1961
 OT0309_MARK LOGO: CGS
 OT0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0309
 OT0309  HISTORY     - Date     Condition        Report By
 OT0309  HISTORY     - 1961     MONUMENTED       CGS
 OT0309  HISTORY     - 1963     GOOD             CGS
 OT0309  HISTORY     - 1985     GOOD             NGS
 OT0309
 OT0309                          STATION DESCRIPTION
 OT0309
 OT0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0309'6.2 MI S FROM HERMOSA.
 OT0309'ABOUT 4.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0309'FROM THE STATION AT HERMOSA, THENCE 1.8 MILES EAST ALONG A PAVED
 OT0309'ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL
 OT0309'WITH THE ROAD, AND SET IN THE TOP OF THE SOUTH END OF THE WEST
 OT0309'ABUTMENT OF A CONCRETE BRIDGE.
 OT0309
 OT0309                          STATION RECOVERY (1985)
 OT0309
 OT0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1983 ***********************************************************************
 PU1983  DESIGNATION -  B 358 RESET
 PU1983  PID         -  PU1983
 PU1983  STATE/COUNTY-  SD/BUTTE
 PU1983  COUNTRY     -  US
 PU1983  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1983
 PU1983                         *CURRENT SURVEY CONTROL
 PU1983  ______________________________________________________________________
 PU1983* NAD 83(1986) POSITION- 44 41 11.     (N) 103 51 50.     (W)   SCALED
 PU1983* NAVD 88 ORTHO HEIGHT -   937.102 (meters)     3074.48  (feet) ADJUSTED
 PU1983  ______________________________________________________________________
 PU1983  GEOID HEIGHT    -        -15.350 (meters)                     GEOID18
 PU1983  DYNAMIC HEIGHT  -        936.836 (meters)     3073.60  (feet) COMP
 PU1983  MODELED GRAVITY -    980,302.8   (mgal)                       NAVD 88
 PU1983
 PU1983  VERT ORDER      -  FIRST     CLASS II
 PU1983
 PU1983.The horizontal coordinates were scaled from a map and have
 PU1983.an estimated accuracy of +/- 6 seconds.
 PU1983
 PU1983.The orthometric height was determined by differential leveling and
 PU1983.adjusted by the NATIONAL GEODETIC SURVEY
 PU1983.in July 1998.
 PU1983
 PU1983.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1983.GEOID18 height accuracy estimate available here.
 PU1983
 PU1983.Click photographs - Photos may exist for this station.
 PU1983
 PU1983.The dynamic height is computed by dividing the NAVD 88
 PU1983.geopotential number by the normal gravity value computed on the
 PU1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1983.degrees latitude (g = 980.6199 gals.).
 PU1983
 PU1983.The modeled gravity was interpolated from observed gravity values.
 PU1983
 PU1983;                    North         East    Units  Estimated Accuracy
 PU1983;SPC SD N     -   102,100.      293,820.      MT  (+/- 180 meters Scaled)
 PU1983
 PU1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK900487(NAD 83)
 PU1983
 PU1983                          SUPERSEDED SURVEY CONTROL
 PU1983
 PU1983  NGVD 29 (04/17/07)  936.60   (m)         3072.8    (f) RESET       3  
 PU1983
 PU1983.Superseded values are not recommended for survey control.
 PU1983
 PU1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1983.See file dsdata.pdf to determine how the superseded data were derived.
 PU1983
 PU1983_MARKER: DV = VERTICAL CONTROL DISK
 PU1983_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1983+WITH SETTING: PAVEMENT
 PU1983_SP_SET: WELL COVER
 PU1983_STAMPING: B 358 RESET 1975
 PU1983_MARK LOGO: NGS
 PU1983_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1983+STABILITY: SURFACE MOTION
 PU1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1983+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1983
 PU1983  HISTORY     - Date     Condition        Report By
 PU1983  HISTORY     - 1975     MONUMENTED       NGS
 PU1983  HISTORY     - 19951116 GOOD             NGS
 PU1983  HISTORY     - 19960611 GOOD             NGS
 PU1983  HISTORY     - 19980920 GOOD             NGS
 PU1983
 PU1983                          STATION DESCRIPTION
 PU1983
 PU1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU1983'0.6 MI NW FROM BELLE FOURCHE.
 PU1983'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1983'WITH U.S. HIGHWAY 85, AT THE BELLE FOURCHE AVIATION AIRPORT,
 PU1983'AT STATE HIGHWAY STATION NUMBER 675 + 80, 212 FEET SOUTH OF THE
 PU1983'CENTER OF U.S. HIGHWAY 212, 60 FEET NORTH OF THE NORTHEAST
 PU1983'CORNER OF THE AIRPORT OFFICE AND REPAIR SHOP, SET IN A DRILL
 PU1983'HOLE IN A 6 X 6 FOOT SQUARE CONCRETE WELL COVER, 1.1 FOOT NORTH
 PU1983'OF THE SOUTH EDGE OF THE TOWER, 1.0 FOOT WEST OF THE EAST EDGE
 PU1983'OF THE COVER, AND ABOUT 1.0 FOOT ABOVE GROUND.
 PU1983
 PU1983                          STATION RECOVERY (1995)
 PU1983
 PU1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1983'1.0 KM (0.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1983'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, NEAR THE SOUTHEAST
 PU1983'CORNER OF A 6 BY 6-FOOT CONCRETE WELL COVER, 64.6 M (211.9 FT)
 PU1983'SOUTHWEST OF THE HIGHWAY CENTERLINE, 18.3 M (60.0 FT) NORTHEAST OF THE
 PU1983'NORTHEAST CORNER OF A BUILDING (OLD AIRPORT OFFICE), 7.7 M (25.3 FT)
 PU1983'SOUTHEAST OF A JUNCTION UTILITY POLE WITH A TRANSFORMER, 5.0 M (16.4
 PU1983'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF THE
 PU1983'SOUTHEAST CORNER OF THE COVER.
 PU1983
 PU1983                          STATION RECOVERY (1996)
 PU1983
 PU1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU1983'RECOVERED AS DESCRIBED.
 PU1983
 PU1983                          STATION RECOVERY (1998)
 PU1983
 PU1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1983'1.0 M (3.3 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1983'U.S. HIGHWAY 85 IN BELLE FOURCHE, NEAR THE SOUTHEAST CORNER OF A 6 BY
 PU1983'6-FT CONCRETE WELL COVER, 64.6 M (211.9 FT) SOUTHWEST OF THE HIGHWAY
 PU1983'CENTERLINE, 18.3 M (60.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 PU1983'BUILDING (OLD AIRPORT OFFICE), 7.7 M (25.3 FT) SOUTHEAST OF A
 PU1983'T-JUNCTION UTILITY POLE WITH A TRANSFORMER, 7.2 M (23.6 FT) NORTH OF A
 PU1983'UTILITY POLE WITH A METER, 5.0 M (16.4 FT) BELOW THE LEVEL OF THE
 PU1983'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 PU1983'COVER.  NOTE--THE MARK IS ON PROPERTY OWNED BY DR. CARL MOORE, 949
 PU1983'ALLEN AVENUE, RAPID CITY, SD 57701. THIS MARK IS SUBJECT TO MOVEMENT
 PU1983'AND SHOULD BE USED WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2073 ***********************************************************************
 PU2073  DESIGNATION -  B 359
 PU2073  PID         -  PU2073
 PU2073  STATE/COUNTY-  SD/LAWRENCE
 PU2073  COUNTRY     -  US
 PU2073  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2073
 PU2073                         *CURRENT SURVEY CONTROL
 PU2073  ______________________________________________________________________
 PU2073* NAD 83(1986) POSITION- 44 34 36.     (N) 103 53 14.     (W)   SCALED
 PU2073* NAVD 88 ORTHO HEIGHT -  1018.003 (meters)     3339.90  (feet) ADJUSTED
 PU2073  ______________________________________________________________________
 PU2073  GEOID HEIGHT    -        -14.950 (meters)                     GEOID18
 PU2073  DYNAMIC HEIGHT  -       1017.689 (meters)     3338.87  (feet) COMP
 PU2073  MODELED GRAVITY -    980,274.3   (mgal)                       NAVD 88
 PU2073
 PU2073  VERT ORDER      -  SECOND    CLASS 0
 PU2073
 PU2073.The horizontal coordinates were scaled from a map and have
 PU2073.an estimated accuracy of +/- 6 seconds.
 PU2073
 PU2073.The orthometric height was determined by differential leveling and
 PU2073.adjusted by the NATIONAL GEODETIC SURVEY
 PU2073.in June 1991.
 PU2073
 PU2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2073.GEOID18 height accuracy estimate available here.
 PU2073
 PU2073.Click photographs - Photos may exist for this station.
 PU2073
 PU2073.The dynamic height is computed by dividing the NAVD 88
 PU2073.geopotential number by the normal gravity value computed on the
 PU2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2073.degrees latitude (g = 980.6199 gals.).
 PU2073
 PU2073.The modeled gravity was interpolated from observed gravity values.
 PU2073
 PU2073;                    North         East    Units  Estimated Accuracy
 PU2073;SPC SD N     -    90,010.      291,380.      MT  (+/- 180 meters Scaled)
 PU2073
 PU2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK883365(NAD 83)
 PU2073
 PU2073                          SUPERSEDED SURVEY CONTROL
 PU2073
 PU2073  NGVD 29 (??/??/92) 1017.492  (m)         3338.22   (f) ADJ UNCH    2 0
 PU2073
 PU2073.Superseded values are not recommended for survey control.
 PU2073
 PU2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2073.See file dsdata.pdf to determine how the superseded data were derived.
 PU2073
 PU2073_MARKER: DB = BENCH MARK DISK
 PU2073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2073_SP_SET: BOX CULVERT HEADWALL
 PU2073_STAMPING: B 359 1962
 PU2073_MARK LOGO: CGS
 PU2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2073+STABILITY: SURFACE MOTION
 PU2073
 PU2073  HISTORY     - Date     Condition        Report By
 PU2073  HISTORY     - 1962     MONUMENTED       CGS
 PU2073  HISTORY     - 1984     GOOD             NGS
 PU2073
 PU2073                          STATION DESCRIPTION
 PU2073
 PU2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2073'6.8 MI S FROM BELLE FOURCHE.
 PU2073'ABOUT 4.95 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT
 PU2073'HOUSE AT BELLE FOURCHE, THENCE 1.9 MILE SOUTHWEST ALONG OLD
 PU2073'HIGHWAY 85.  SET IN TOP AND AT THE NORTH END OF THE WEST WINGWALL
 PU2073'OF A BOX CULVERT UNDER THE HIGHWAY, 14 FEET WEST OF THE
 PU2073'CENTERLINE AND ABOUT LEVEL WITH THE HIGHWAY.  DRILLED IN
 PU2073'HORIZONTAL.
 PU2073
 PU2073                          STATION RECOVERY (1984)
 PU2073
 PU2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0132 ***********************************************************************
 OR0132  DESIGNATION -  B 36
 OR0132  PID         -  OR0132
 OR0132  STATE/COUNTY-  SD/GREGORY
 OR0132  COUNTRY     -  US
 OR0132  USGS QUAD   -  BONESTEEL (2017)
 OR0132
 OR0132                         *CURRENT SURVEY CONTROL
 OR0132  ______________________________________________________________________
 OR0132* NAD 83(1986) POSITION- 43 01 37.     (N) 098 53 07.     (W)   SCALED
 OR0132* NAVD 88 ORTHO HEIGHT -   589.127 (meters)     1932.83  (feet) ADJUSTED
 OR0132  ______________________________________________________________________
 OR0132  GEOID HEIGHT    -        -25.925 (meters)                     GEOID18
 OR0132  DYNAMIC HEIGHT  -        588.908 (meters)     1932.11  (feet) COMP
 OR0132  MODELED GRAVITY -    980,230.8   (mgal)                       NAVD 88
 OR0132
 OR0132  VERT ORDER      -  FIRST     CLASS II
 OR0132
 OR0132.The horizontal coordinates were scaled from a map and have
 OR0132.an estimated accuracy of +/- 6 seconds.
 OR0132
 OR0132.The orthometric height was determined by differential leveling and
 OR0132.adjusted by the NATIONAL GEODETIC SURVEY
 OR0132.in June 1994.
 OR0132
 OR0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0132.GEOID18 height accuracy estimate available here.
 OR0132
 OR0132.Click photographs - Photos may exist for this station.
 OR0132
 OR0132.The dynamic height is computed by dividing the NAVD 88
 OR0132.geopotential number by the normal gravity value computed on the
 OR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0132.degrees latitude (g = 980.6199 gals.).
 OR0132
 OR0132.The modeled gravity was interpolated from observed gravity values.
 OR0132
 OR0132;                    North         East    Units  Estimated Accuracy
 OR0132;SPC SD S     -    78,080.      718,010.      MT  (+/- 180 meters Scaled)
 OR0132
 OR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN093638(NAD 83)
 OR0132
 OR0132                          SUPERSEDED SURVEY CONTROL
 OR0132
 OR0132  NAVD 88 (06/15/91)  589.136  (m)         1932.86   (f) SUPERSEDED  1 2
 OR0132  NGVD 29 (??/??/92)  588.814  (m)         1931.80   (f) ADJ UNCH    1 2
 OR0132
 OR0132.Superseded values are not recommended for survey control.
 OR0132
 OR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0132.See file dsdata.pdf to determine how the superseded data were derived.
 OR0132
 OR0132_MARKER: DB = BENCH MARK DISK
 OR0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0132_STAMPING: 1931.696 B 36 1933
 OR0132_MARK LOGO: CGS
 OR0132_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0132+STABILITY: SURFACE MOTION
 OR0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0132+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR0132
 OR0132  HISTORY     - Date     Condition        Report By
 OR0132  HISTORY     - 1933     MONUMENTED       CGS
 OR0132  HISTORY     - 1949     GOOD             CGS
 OR0132  HISTORY     - 19930928 GOOD             NGS
 OR0132  HISTORY     - 20130115 GOOD             INDIV
 OR0132
 OR0132                          STATION DESCRIPTION
 OR0132
 OR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0132'AT FAIRFAX.
 OR0132'AT FAIRFAX, GREGORY COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OR0132'RAILWAY, AT THE FIRST STREET CROSSING SOUTH OF THE STATION, 86
 OR0132'FEET SOUTH OF THE CENTER LINE OF THE STREET, 42.6 FEET NORTHEAST
 OR0132'OF THE NORTHEAST RAIL, ON THE WEST SIDE OF A STUCCO GARAGE
 OR0132'BUILDING, AND 0.8 FOOT EAST OF A WHITE WOODEN WITNESS POST.
 OR0132'A STANDARD DISK, STAMPED 1931.696 B 36 1933 AND SET IN THE TOP
 OR0132'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0132
 OR0132                          STATION RECOVERY (1949)
 OR0132
 OR0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0132'RECOVERED IN GOOD CONDITION.
 OR0132
 OR0132                          STATION RECOVERY (1993)
 OR0132
 OR0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0132'0.3 KM (0.20 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 OR0132'IN FAIRFAX, 25.3 M (83.0 FT) SOUTH OF THE ROAD CENTER, 11.7 M (38.4
 OR0132'FT) EAST OF THE EXTENDED CENTER OF A GRAVELED ROAD, 14.1 M (46.3 FT)
 OR0132'SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER F303E, 5.7 M (18.7
 OR0132'FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 2 GUY CABLE ANCHORS, 0.3 M
 OR0132'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 OR0132'(0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT
 OR0132'AND IS CHIPPED, AND THE DISK HAS BEEN MUTILATED.  ALL THAT REMAINS OF
 OR0132'THE ORIGINAL STAMPING IS AS ABOVE.
 OR0132
 OR0132                          STATION RECOVERY (2013)
 OR0132
 OR0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1923 ***********************************************************************
 PU1923  DESIGNATION -  B 360
 PU1923  PID         -  PU1923
 PU1923  STATE/COUNTY-  SD/BUTTE
 PU1923  COUNTRY     -  US
 PU1923  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1923
 PU1923                         *CURRENT SURVEY CONTROL
 PU1923  ______________________________________________________________________
 PU1923* NAD 83(1986) POSITION- 44 40 30.     (N) 103 49 30.     (W)   SCALED
 PU1923* NAVD 88 ORTHO HEIGHT -   931.527 (meters)     3056.18  (feet) ADJUSTED
 PU1923  ______________________________________________________________________
 PU1923  GEOID HEIGHT    -        -15.393 (meters)                     GEOID18
 PU1923  DYNAMIC HEIGHT  -        931.271 (meters)     3055.34  (feet) COMP
 PU1923  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 PU1923
 PU1923  VERT ORDER      -  FIRST     CLASS II
 PU1923
 PU1923.The horizontal coordinates were scaled from a map and have
 PU1923.an estimated accuracy of +/- 6 seconds.
 PU1923
 PU1923.The orthometric height was determined by differential leveling and
 PU1923.adjusted by the NATIONAL GEODETIC SURVEY
 PU1923.in June 1991.
 PU1923
 PU1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1923.GEOID18 height accuracy estimate available here.
 PU1923
 PU1923.Click photographs - Photos may exist for this station.
 PU1923
 PU1923.The dynamic height is computed by dividing the NAVD 88
 PU1923.geopotential number by the normal gravity value computed on the
 PU1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1923.degrees latitude (g = 980.6199 gals.).
 PU1923
 PU1923.The modeled gravity was interpolated from observed gravity values.
 PU1923
 PU1923;                    North         East    Units  Estimated Accuracy
 PU1923;SPC SD N     -   100,690.      296,840.      MT  (+/- 180 meters Scaled)
 PU1923
 PU1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK931475(NAD 83)
 PU1923
 PU1923                          SUPERSEDED SURVEY CONTROL
 PU1923
 PU1923  NGVD 29 (??/??/92)  931.037  (m)         3054.58   (f) ADJ UNCH    1 2
 PU1923
 PU1923.Superseded values are not recommended for survey control.
 PU1923
 PU1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1923.See file dsdata.pdf to determine how the superseded data were derived.
 PU1923
 PU1923_MARKER: DB = BENCH MARK DISK
 PU1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1923_STAMPING: B 360 1962
 PU1923_MARK LOGO: CGS
 PU1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1923+STABILITY: SURFACE MOTION
 PU1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1923+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PU1923
 PU1923  HISTORY     - Date     Condition        Report By
 PU1923  HISTORY     - 1962     MONUMENTED       CGS
 PU1923  HISTORY     - 19950930 GOOD             NGS
 PU1923
 PU1923                          STATION DESCRIPTION
 PU1923
 PU1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1923'1.6 MI E FROM BELLE FOURCHE.
 PU1923'1.6 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU1923'FROM THE DEPOT AT BELLE FOURCHE, ABOUT 0.8 MILE NORTHEAST OF THE
 PU1923'BRIDGE OVER RED WATER RIVER, ABOUT 0.35 MILE SOUTHWEST OF
 PU1923'MILE POST NO 2, IN THE Y OF A SPUR TRACK TO THE U AND I SUGAR
 PU1923'PLANT, 60 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 212
 PU1923'AT THE SOUTH RAIL OF THE SPUR TRACK, 38.5 FEET NORTHWEST OF THE
 PU1923'NORTHWEST MOST RAIL, 3 FEET SOUTHWEST OF A POLE, IN LINE WITH
 PU1923'THE POLES, 2.5 FEET BELOW THE TRACK, 1.9 FEET NORTHEAST OF A
 PU1923'WITNESS POST, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 PU1923'0.3 OF A FOOT.
 PU1923
 PU1923                          STATION RECOVERY (1995)
 PU1923
 PU1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1923'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1923'U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.5 KM (0.30 MI)
 PU1923'SOUTHEASTERLY ALONG OLD HIGHWAY 212, 18.2 M (59.7 FT) SOUTHEAST OF THE
 PU1923'HIGHWAY CENTERLINE, 11.7 M (38.4 FT) NORTHWEST OF THE NEAR RAIL OF A
 PU1923'RAILROAD TRACK, 7.1 M (23.3 FT) SOUTHEAST OF MILEPOST 14, 0.5 M (1.6
 PU1923'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A
 PU1923'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1634 ***********************************************************************
 PU1634  DESIGNATION -  B 361
 PU1634  PID         -  PU1634
 PU1634  STATE/COUNTY-  SD/MEADE
 PU1634  COUNTRY     -  US
 PU1634  USGS QUAD   -  STURGIS (2017)
 PU1634
 PU1634                         *CURRENT SURVEY CONTROL
 PU1634  ______________________________________________________________________
 PU1634* NAD 83(1986) POSITION- 44 24 00.     (N) 103 30 34.     (W)   SCALED
 PU1634* NAVD 88 ORTHO HEIGHT -  1070.734 (meters)     3512.90  (feet) ADJUSTED
 PU1634  ______________________________________________________________________
 PU1634  GEOID HEIGHT    -        -15.198 (meters)                     GEOID18
 PU1634  DYNAMIC HEIGHT  -       1070.387 (meters)     3511.76  (feet) COMP
 PU1634  MODELED GRAVITY -    980,257.1   (mgal)                       NAVD 88
 PU1634
 PU1634  VERT ORDER      -  FIRST     CLASS II
 PU1634
 PU1634.The horizontal coordinates were scaled from a map and have
 PU1634.an estimated accuracy of +/- 6 seconds.
 PU1634
 PU1634.The orthometric height was determined by differential leveling and
 PU1634.adjusted by the NATIONAL GEODETIC SURVEY
 PU1634.in June 1991.
 PU1634
 PU1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1634.GEOID18 height accuracy estimate available here.
 PU1634
 PU1634.Click photographs - Photos may exist for this station.
 PU1634
 PU1634.The dynamic height is computed by dividing the NAVD 88
 PU1634.geopotential number by the normal gravity value computed on the
 PU1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1634.degrees latitude (g = 980.6199 gals.).
 PU1634
 PU1634.The modeled gravity was interpolated from observed gravity values.
 PU1634
 PU1634;                    North         East    Units  Estimated Accuracy
 PU1634;SPC SD N     -    69,030.      320,510.      MT  (+/- 180 meters Scaled)
 PU1634
 PU1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK186173(NAD 83)
 PU1634
 PU1634                          SUPERSEDED SURVEY CONTROL
 PU1634
 PU1634  NGVD 29 (??/??/92) 1070.213  (m)         3511.19   (f) ADJ UNCH    1 2
 PU1634
 PU1634.Superseded values are not recommended for survey control.
 PU1634
 PU1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1634.See file dsdata.pdf to determine how the superseded data were derived.
 PU1634
 PU1634_MARKER: DB = BENCH MARK DISK
 PU1634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1634_SP_SET: FOUNDATION
 PU1634_STAMPING: B 361 1962
 PU1634_MARK LOGO: CGS
 PU1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1634
 PU1634  HISTORY     - Date     Condition        Report By
 PU1634  HISTORY     - 1962     MONUMENTED       CGS
 PU1634
 PU1634                          STATION DESCRIPTION
 PU1634
 PU1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1634'1.6 MI SE FROM STURGIS.
 PU1634'ABOUT 1.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1634'RAILWAY FROM THE STATION AT STURGIS, 0.15 MILE NORTHWEST OF
 PU1634'MILE POST 127, 0.1 MILE NORTHWEST OF A ROAD CROSSING, AT THE
 PU1634'MC HAHON GRAIN ELEVATOR, 26 FEET NORTH OF A COTTONWOOD TREE,
 PU1634'23 FEET EAST OF THE EAST RAIL OF MAIN TRACK, 7 FEET EAST OF THE
 PU1634'EAST RAIL OF SIDE TRACK, AT THE SOUTHWEST CORNER OF GRAIN
 PU1634'ELEVATOR, 1 FOOT NORTH OF THE SOUTHWEST CORNER, ABOUT 2 FEET
 PU1634'ABOVE THE GROUND, AND SET VERTICALLY IN THE WEST CONCRETE FACE
 PU1634'OF THE FOUNDATION OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1430 ***********************************************************************
 PU1430  DESIGNATION -  B 362
 PU1430  PID         -  PU1430
 PU1430  STATE/COUNTY-  SD/MEADE
 PU1430  COUNTRY     -  US
 PU1430  USGS QUAD   -  TILFORD (2017)
 PU1430
 PU1430                         *CURRENT SURVEY CONTROL
 PU1430  ______________________________________________________________________
 PU1430* NAD 83(1986) POSITION- 44 18 50.     (N) 103 25 55.     (W)   SCALED
 PU1430* NAVD 88 ORTHO HEIGHT -  1109.311 (meters)     3639.46  (feet) ADJUSTED
 PU1430  ______________________________________________________________________
 PU1430  GEOID HEIGHT    -        -15.241 (meters)                     GEOID18
 PU1430  DYNAMIC HEIGHT  -       1108.937 (meters)     3638.24  (feet) COMP
 PU1430  MODELED GRAVITY -    980,242.5   (mgal)                       NAVD 88
 PU1430
 PU1430  VERT ORDER      -  FIRST     CLASS II
 PU1430
 PU1430.The horizontal coordinates were scaled from a map and have
 PU1430.an estimated accuracy of +/- 6 seconds.
 PU1430
 PU1430.The orthometric height was determined by differential leveling and
 PU1430.adjusted by the NATIONAL GEODETIC SURVEY
 PU1430.in June 1991.
 PU1430
 PU1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1430.GEOID18 height accuracy estimate available here.
 PU1430
 PU1430.Click photographs - Photos may exist for this station.
 PU1430
 PU1430.The dynamic height is computed by dividing the NAVD 88
 PU1430.geopotential number by the normal gravity value computed on the
 PU1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1430.degrees latitude (g = 980.6199 gals.).
 PU1430
 PU1430.The modeled gravity was interpolated from observed gravity values.
 PU1430
 PU1430;                    North         East    Units  Estimated Accuracy
 PU1430;SPC SD N     -    59,200.      326,270.      MT  (+/- 180 meters Scaled)
 PU1430
 PU1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK250079(NAD 83)
 PU1430
 PU1430                          SUPERSEDED SURVEY CONTROL
 PU1430
 PU1430  NGVD 29 (??/??/92) 1108.799  (m)         3637.78   (f) ADJ UNCH    1 2
 PU1430
 PU1430.Superseded values are not recommended for survey control.
 PU1430
 PU1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1430.See file dsdata.pdf to determine how the superseded data were derived.
 PU1430
 PU1430_MARKER: DB = BENCH MARK DISK
 PU1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1430_STAMPING: B 362 1962
 PU1430_MARK LOGO: CGS
 PU1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1430+STABILITY: SURFACE MOTION
 PU1430
 PU1430  HISTORY     - Date     Condition        Report By
 PU1430  HISTORY     - 1962     MONUMENTED       CGS
 PU1430
 PU1430                          STATION DESCRIPTION
 PU1430
 PU1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1430'9.4 MI SE FROM STURGIS.
 PU1430'ABOUT 9.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1430'RAILROAD FROM THE STATION AT STURGIS, 8 POLES SOUTHEAST OF MILE
 PU1430'POST 120, 202 1/2 FEET SOUTHEAST OF A LONE PINE TREE LOCATED ON
 PU1430'THE RAILROAD RIGHT-OF-WAY, 53 FEET SOUTHWEST OF THE SOUTHWEST
 PU1430'RAIL, 13 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2 1/2 FEET SOUTH
 PU1430'OF A FENCE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PU1430'LEVEL WITH THE RAILS AND SET IN THE TOP OF A CONCRETE POST
 PU1430'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1566 ***********************************************************************
 PU1566  DESIGNATION -  B 363
 PU1566  PID         -  PU1566
 PU1566  STATE/COUNTY-  SD/PENNINGTON
 PU1566  COUNTRY     -  US
 PU1566  USGS QUAD   -  BOX ELDER (2017)
 PU1566
 PU1566                         *CURRENT SURVEY CONTROL
 PU1566  ______________________________________________________________________
 PU1566* NAD 83(1986) POSITION- 44 02 14.     (N) 103 06 32.     (W)   SCALED
 PU1566* NAVD 88 ORTHO HEIGHT -   926.096 (meters)     3038.37  (feet) ADJUSTED
 PU1566  ______________________________________________________________________
 PU1566  GEOID HEIGHT    -        -16.540 (meters)                     GEOID18
 PU1566  DYNAMIC HEIGHT  -        925.776 (meters)     3037.32  (feet) COMP
 PU1566  MODELED GRAVITY -    980,241.2   (mgal)                       NAVD 88
 PU1566
 PU1566  VERT ORDER      -  FIRST     CLASS II
 PU1566
 PU1566.The horizontal coordinates were scaled from a map and have
 PU1566.an estimated accuracy of +/- 6 seconds.
 PU1566
 PU1566.The orthometric height was determined by differential leveling and
 PU1566.adjusted by the NATIONAL GEODETIC SURVEY
 PU1566.in June 1991.
 PU1566
 PU1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1566.GEOID18 height accuracy estimate available here.
 PU1566
 PU1566.Click photographs - Photos may exist for this station.
 PU1566
 PU1566.The dynamic height is computed by dividing the NAVD 88
 PU1566.geopotential number by the normal gravity value computed on the
 PU1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1566.degrees latitude (g = 980.6199 gals.).
 PU1566
 PU1566.The modeled gravity was interpolated from observed gravity values.
 PU1566
 PU1566;                    North         East    Units  Estimated Accuracy
 PU1566;SPC SD S     -   193,010.      377,580.      MT  (+/- 180 meters Scaled)
 PU1566
 PU1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ515777(NAD 83)
 PU1566
 PU1566                          SUPERSEDED SURVEY CONTROL
 PU1566
 PU1566  NGVD 29 (??/??/92)  925.621  (m)         3036.81   (f) ADJ UNCH    1 2
 PU1566
 PU1566.Superseded values are not recommended for survey control.
 PU1566
 PU1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1566.See file dsdata.pdf to determine how the superseded data were derived.
 PU1566
 PU1566_MARKER: DB = BENCH MARK DISK
 PU1566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1566_SP_SET: HEADWALL
 PU1566_STAMPING: B 363 1962
 PU1566_MARK LOGO: CGS
 PU1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1566+STABILITY: SURFACE MOTION
 PU1566
 PU1566  HISTORY     - Date     Condition        Report By
 PU1566  HISTORY     - 1962     MONUMENTED       CGS
 PU1566  HISTORY     - 1985     GOOD             NGS
 PU1566  HISTORY     - 20110415 MARK NOT FOUND   INDIV
 PU1566
 PU1566                          STATION DESCRIPTION
 PU1566
 PU1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1566'7.1 MI SE FROM RAPID CITY.
 PU1566'ABOUT 7.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1566'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1566'STATION AT RAPID CITY, IN SECTION 24, T 1 N, R 8 E, 11 POLES OF
 PU1566'0.35 MILE WEST OF MILE POST 653, 0.2 MILES EAST OF A T-ROAD
 PU1566'LEADING NORTH, ABOUT 0.2 MILE SOUTHWEST OF AND ACROSS STATE
 PU1566'HIGHWAY 40 FROM A GROVE OF TREES, 85 FEET NORTH OF THE NORTH
 PU1566'RAIL, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2
 PU1566'FEET BELOW THE LEVEL OF THE HIGHWAY AND LEVEL WITH THE RAILS,
 PU1566'AND SET IN THE TOP AND CENTER OF THE SOUTH HEADWALL OF A NEW
 PU1566'DOUBLE CHANNEL CONCRETE CULVERT UNDER STATE HIGHWAY 40.
 PU1566
 PU1566                          STATION RECOVERY (1985)
 PU1566
 PU1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1566'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1566'MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE POST OFFICE AT
 PU1566'RAPID CITY, THENCE 9.45 KM (5.9 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 PU1566'IN THE TOP CENTER OF THE SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT
 PU1566'UNDER THE HIGHWAY, 0.35 KM (0.2 MI) SOUTHEAST OF MILEPOST 52 AND 7.0
 PU1566'METERS (23 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 PU1566'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PU1566
 PU1566                          STATION RECOVERY (2011)
 PU1566
 PU1566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1566'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0019 ***********************************************************************
 OT0019  DESIGNATION -  B 364
 OT0019  PID         -  OT0019
 OT0019  STATE/COUNTY-  SD/PENNINGTON
 OT0019  COUNTRY     -  US
 OT0019  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0019
 OT0019                         *CURRENT SURVEY CONTROL
 OT0019  ______________________________________________________________________
 OT0019* NAD 83(1986) POSITION- 43 43 00.     (N) 102 16 17.     (W)   SCALED
 OT0019* NAVD 88 ORTHO HEIGHT -   771.797 (meters)     2532.14  (feet) ADJUSTED
 OT0019  ______________________________________________________________________
 OT0019  GEOID HEIGHT    -        -19.019 (meters)                     GEOID18
 OT0019  DYNAMIC HEIGHT  -        771.543 (meters)     2531.30  (feet) COMP
 OT0019  MODELED GRAVITY -    980,265.1   (mgal)                       NAVD 88
 OT0019
 OT0019  VERT ORDER      -  FIRST     CLASS II
 OT0019
 OT0019.The horizontal coordinates were scaled from a map and have
 OT0019.an estimated accuracy of +/- 6 seconds.
 OT0019
 OT0019.The orthometric height was determined by differential leveling and
 OT0019.adjusted by the NATIONAL GEODETIC SURVEY
 OT0019.in June 1991.
 OT0019
 OT0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0019.GEOID18 height accuracy estimate available here.
 OT0019
 OT0019.Click photographs - Photos may exist for this station.
 OT0019
 OT0019.The dynamic height is computed by dividing the NAVD 88
 OT0019.geopotential number by the normal gravity value computed on the
 OT0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0019.degrees latitude (g = 980.6199 gals.).
 OT0019
 OT0019.The modeled gravity was interpolated from observed gravity values.
 OT0019
 OT0019;                    North         East    Units  Estimated Accuracy
 OT0019;SPC SD S     -   155,500.      443,850.      MT  (+/- 180 meters Scaled)
 OT0019
 OT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ198440(NAD 83)
 OT0019
 OT0019                          SUPERSEDED SURVEY CONTROL
 OT0019
 OT0019  NGVD 29 (??/??/92)  771.325  (m)         2530.59   (f) ADJ UNCH    1 2
 OT0019
 OT0019.Superseded values are not recommended for survey control.
 OT0019
 OT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0019.See file dsdata.pdf to determine how the superseded data were derived.
 OT0019
 OT0019_MARKER: DB = BENCH MARK DISK
 OT0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0019_STAMPING: B 364 1962
 OT0019_MARK LOGO: CGS
 OT0019_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0019+STABILITY: SURFACE MOTION
 OT0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0019+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0019
 OT0019  HISTORY     - Date     Condition        Report By
 OT0019  HISTORY     - 1962     MONUMENTED       CGS
 OT0019  HISTORY     - 1985     GOOD             NGS
 OT0019  HISTORY     - 20120724 GOOD             INDIV
 OT0019
 OT0019                          STATION DESCRIPTION
 OT0019
 OT0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0019'14.4 MI E FROM INTERIOR.
 OT0019'ABOUT 14.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0019'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, ABOUT 0.4
 OT0019'MILE SOUTHWEST OF AND ACROSS THE TRACK FROM A RIDGE LIKE BARREN
 OT0019'BUTTE, 0.15 MILE EAST OF TRESTLE NUMBER W 238, 0.4 MILE OR 51
 OT0019'FEET WEST OF THE 14TH TELEPHONE POLE EAST OF MILE POST 603, 102
 OT0019'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 40, 28 1/2 FEET
 OT0019'SOUTH OF SOUTH RAIL, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 OT0019'ABOUT 1.0 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OT0019'OF A CONCRETE POST PROJECTING 8 INCHES.
 OT0019
 OT0019                          STATION RECOVERY (1985)
 OT0019
 OT0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0019'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0019'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0019'THENCE 26.05 KM (16.3 MI) SOUTHEAST ALONG STATE HIGHWAY 44, ON THE
 OT0019'INSIDE OF THE WEST END OF A CURVE, 0.55 KM (0.35 MI) EAST OF MILEPOST
 OT0019'103, 43.9 METERS (144 FT) NORTH OF THE HIGHWAY CENTERLINE, 43.9 METERS
 OT0019'(144 FT) SOUTHEAST ACROSS THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OT0019'RAILROAD FROM THE EAST END OF A WOODEN FENCE BRACE AND 8.7 METERS
 OT0019'(28.5 FT) SOUTH OF THE SOUTH RAIL.
 OT0019'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0019'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0019
 OT0019                          STATION RECOVERY (2012)
 OT0019
 OT0019'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1563 ***********************************************************************
 PU1563  DESIGNATION -  B 365
 PU1563  PID         -  PU1563
 PU1563  STATE/COUNTY-  SD/PENNINGTON
 PU1563  COUNTRY     -  US
 PU1563  USGS QUAD   -  BOX ELDER (2017)
 PU1563
 PU1563                         *CURRENT SURVEY CONTROL
 PU1563  ______________________________________________________________________
 PU1563* NAD 83(1986) POSITION- 44 02 26.     (N) 103 03 41.     (W)   SCALED
 PU1563* NAVD 88 ORTHO HEIGHT -   965.080 (meters)     3166.27  (feet) ADJUSTED
 PU1563  ______________________________________________________________________
 PU1563  GEOID HEIGHT    -        -16.739 (meters)                     GEOID18
 PU1563  DYNAMIC HEIGHT  -        964.746 (meters)     3165.17  (feet) COMP
 PU1563  MODELED GRAVITY -    980,239.4   (mgal)                       NAVD 88
 PU1563
 PU1563  VERT ORDER      -  FIRST     CLASS II
 PU1563
 PU1563.This mark is at Rapid City Airport (RAP)
 PU1563
 PU1563.The horizontal coordinates were scaled from a map and have
 PU1563.an estimated accuracy of +/- 6 seconds.
 PU1563
 PU1563.The orthometric height was determined by differential leveling and
 PU1563.adjusted by the NATIONAL GEODETIC SURVEY
 PU1563.in June 1991.
 PU1563
 PU1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1563.GEOID18 height accuracy estimate available here.
 PU1563
 PU1563.Click photographs - Photos may exist for this station.
 PU1563
 PU1563.The dynamic height is computed by dividing the NAVD 88
 PU1563.geopotential number by the normal gravity value computed on the
 PU1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1563.degrees latitude (g = 980.6199 gals.).
 PU1563
 PU1563.The modeled gravity was interpolated from observed gravity values.
 PU1563
 PU1563;                    North         East    Units  Estimated Accuracy
 PU1563;SPC SD S     -   193,250.      381,400.      MT  (+/- 180 meters Scaled)
 PU1563
 PU1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ553782(NAD 83)
 PU1563
 PU1563                          SUPERSEDED SURVEY CONTROL
 PU1563
 PU1563  NGVD 29 (??/??/92)  964.608  (m)         3164.72   (f) ADJ UNCH    1 2
 PU1563
 PU1563.Superseded values are not recommended for survey control.
 PU1563
 PU1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1563.See file dsdata.pdf to determine how the superseded data were derived.
 PU1563
 PU1563_MARKER: DB = BENCH MARK DISK
 PU1563_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1563+WITH SETTING: PAVEMENT
 PU1563_SP_SET: LIGHT FOUNDATION
 PU1563_STAMPING: B 365 1962
 PU1563_MARK LOGO: CGS
 PU1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1563+STABILITY: SURFACE MOTION
 PU1563
 PU1563  HISTORY     - Date     Condition        Report By
 PU1563  HISTORY     - 1962     MONUMENTED       CGS
 PU1563  HISTORY     - 1985     MARK NOT FOUND   NGS
 PU1563  HISTORY     - 20110309 MARK NOT FOUND   INDIV
 PU1563
 PU1563                          STATION DESCRIPTION
 PU1563
 PU1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1563'10.8 MI E FROM RAPID CITY.
 PU1563'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1563'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1563'STATION AT RAPID CITY, THENCE 1.5 MILE NORTHEAST ALONG COUNTY
 PU1563'ROAD 435 TO THE MUNICIPAL AIRPORT, 47 1/2 FEET SOUTHWEST OF THE
 PU1563'SOUTHWEST FACE OF THE ADMINISTRATION BUILDING, IN LINE WITH THE
 PU1563'FRONT AND MAIN ENTRANCE TO THE BUILDING AND SET IN THE TOP OF THE
 PU1563'NORTH CORNER OF A CONCRETE FOUNDATION SUPPORTING A LIGHT POLE AND
 PU1563'PROJECTING 14-INCHES.
 PU1563
 PU1563                          STATION RECOVERY (1985)
 PU1563
 PU1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1563'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
 PU1563
 PU1563                          STATION RECOVERY (2011)
 PU1563
 PU1563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1563'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0047 ***********************************************************************
 OT0047  DESIGNATION -  B 366
 OT0047  PID         -  OT0047
 OT0047  STATE/COUNTY-  SD/PENNINGTON
 OT0047  COUNTRY     -  US
 OT0047  USGS QUAD   -  WALL (2017)
 OT0047
 OT0047                         *CURRENT SURVEY CONTROL
 OT0047  ______________________________________________________________________
 OT0047* NAD 83(1986) POSITION- 43 55 37.     (N) 102 14 18.     (W)   SCALED
 OT0047* NAVD 88 ORTHO HEIGHT -   892.997 (meters)     2929.77  (feet) ADJUSTED
 OT0047  ______________________________________________________________________
 OT0047  GEOID HEIGHT    -        -19.010 (meters)                     GEOID18
 OT0047  DYNAMIC HEIGHT  -        892.714 (meters)     2928.85  (feet) COMP
 OT0047  MODELED GRAVITY -    980,271.5   (mgal)                       NAVD 88
 OT0047
 OT0047  VERT ORDER      -  SECOND    CLASS 0
 OT0047
 OT0047.The horizontal coordinates were scaled from a map and have
 OT0047.an estimated accuracy of +/- 6 seconds.
 OT0047
 OT0047.The orthometric height was determined by differential leveling and
 OT0047.adjusted by the NATIONAL GEODETIC SURVEY
 OT0047.in June 1991.
 OT0047
 OT0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0047.GEOID18 height accuracy estimate available here.
 OT0047
 OT0047.Click photographs - Photos may exist for this station.
 OT0047
 OT0047.The dynamic height is computed by dividing the NAVD 88
 OT0047.geopotential number by the normal gravity value computed on the
 OT0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0047.degrees latitude (g = 980.6199 gals.).
 OT0047
 OT0047.The modeled gravity was interpolated from observed gravity values.
 OT0047
 OT0047;                    North         East    Units  Estimated Accuracy
 OT0047;SPC SD S     -   178,790.      447,050.      MT  (+/- 180 meters Scaled)
 OT0047
 OT0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ216674(NAD 83)
 OT0047
 OT0047                          SUPERSEDED SURVEY CONTROL
 OT0047
 OT0047  NGVD 29 (??/??/92)  892.534  (m)         2928.26   (f) ADJ UNCH    2 0
 OT0047
 OT0047.Superseded values are not recommended for survey control.
 OT0047
 OT0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0047.See file dsdata.pdf to determine how the superseded data were derived.
 OT0047
 OT0047_MARKER: DB = BENCH MARK DISK
 OT0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0047_STAMPING: B 366 1962
 OT0047_MARK LOGO: CGS
 OT0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0047+STABILITY: SURFACE MOTION
 OT0047
 OT0047  HISTORY     - Date     Condition        Report By
 OT0047  HISTORY     - 1962     MONUMENTED       CGS
 OT0047
 OT0047                          STATION DESCRIPTION
 OT0047
 OT0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0047'4.8 MI S FROM WALL.
 OT0047'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0047'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0047'THENCE 4.4 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION 29,
 OT0047'T 1 S, R 16 E, 0.15 MILE SOUTH OF B 6 P 1961, 36 FEET NORTH
 OT0047'OF THE CENTER LINE OF A DRIVEWAY LEADING EAST, 36 FEET NORTH OF THE
 OT0047'EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING WEST, 125 FEET SOUTH
 OT0047'OF THE CENTER LINE OF A DRIVEWAY, 58 FEET NORTH OF A POWER POLE,
 OT0047'56 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF
 OT0047'A FENCE, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 OT0047'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 OT0047'CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0075 ***********************************************************************
 OT0075  DESIGNATION -  B 367
 OT0075  PID         -  OT0075
 OT0075  STATE/COUNTY-  SD/PENNINGTON
 OT0075  COUNTRY     -  US
 OT0075  USGS QUAD   -  WALL SE (2017)
 OT0075
 OT0075                         *CURRENT SURVEY CONTROL
 OT0075  ______________________________________________________________________
 OT0075* NAD 83(1986) POSITION- 43 47 26.     (N) 102 05 54.     (W)   SCALED
 OT0075* NAVD 88 ORTHO HEIGHT -   808.316 (meters)     2651.95  (feet) ADJUSTED
 OT0075  ______________________________________________________________________
 OT0075  GEOID HEIGHT    -        -19.526 (meters)                     GEOID18
 OT0075  DYNAMIC HEIGHT  -        808.053 (meters)     2651.09  (feet) COMP
 OT0075  MODELED GRAVITY -    980,266.4   (mgal)                       NAVD 88
 OT0075
 OT0075  VERT ORDER      -  SECOND    CLASS 0
 OT0075
 OT0075.The horizontal coordinates were scaled from a map and have
 OT0075.an estimated accuracy of +/- 6 seconds.
 OT0075
 OT0075.The orthometric height was determined by differential leveling and
 OT0075.adjusted by the NATIONAL GEODETIC SURVEY
 OT0075.in June 1991.
 OT0075
 OT0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0075.GEOID18 height accuracy estimate available here.
 OT0075
 OT0075.Click photographs - Photos may exist for this station.
 OT0075
 OT0075.The dynamic height is computed by dividing the NAVD 88
 OT0075.geopotential number by the normal gravity value computed on the
 OT0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0075.degrees latitude (g = 980.6199 gals.).
 OT0075
 OT0075.The modeled gravity was interpolated from observed gravity values.
 OT0075
 OT0075;                    North         East    Units  Estimated Accuracy
 OT0075;SPC SD S     -   163,400.      457,960.      MT  (+/- 180 meters Scaled)
 OT0075
 OT0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ334527(NAD 83)
 OT0075
 OT0075                          SUPERSEDED SURVEY CONTROL
 OT0075
 OT0075  NGVD 29 (??/??/92)  807.854  (m)         2650.43   (f) ADJ UNCH    2 0
 OT0075
 OT0075.Superseded values are not recommended for survey control.
 OT0075
 OT0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0075.See file dsdata.pdf to determine how the superseded data were derived.
 OT0075
 OT0075_MARKER: DB = BENCH MARK DISK
 OT0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0075_STAMPING: B 367 1962
 OT0075_MARK LOGO: CGS
 OT0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0075+STABILITY: SURFACE MOTION
 OT0075
 OT0075  HISTORY     - Date     Condition        Report By
 OT0075  HISTORY     - 1962     MONUMENTED       CGS
 OT0075
 OT0075                          STATION DESCRIPTION
 OT0075
 OT0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0075'10.6 MI NW FROM INTERIOR.
 OT0075'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL,
 OT0075'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE
 OT0075'4.3 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 3.1
 OT0075'MILES NORTHWEST ALONG U.S. HIGHWAY 16A, IN A LARGE OPEN FLAT,
 OT0075'119 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2
 OT0075'FEET BELOW THE LEVEL OF THE HIGHWAY, 1.8 FEET WEST OF A
 OT0075'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 OT0075'PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1643 ***********************************************************************
 PU1643  DESIGNATION -  B 368
 PU1643  PID         -  PU1643
 PU1643  STATE/COUNTY-  SD/MEADE
 PU1643  COUNTRY     -  US
 PU1643  USGS QUAD   -  STURGIS (2017)
 PU1643
 PU1643                         *CURRENT SURVEY CONTROL
 PU1643  ______________________________________________________________________
 PU1643* NAD 83(1986) POSITION- 44 25 11.     (N) 103 32 31.     (W)   SCALED
 PU1643* NAVD 88 ORTHO HEIGHT -  1071.753 (meters)     3516.24  (feet) ADJUSTED
 PU1643  ______________________________________________________________________
 PU1643  GEOID HEIGHT    -        -15.156 (meters)                     GEOID18
 PU1643  DYNAMIC HEIGHT  -       1071.406 (meters)     3515.10  (feet) COMP
 PU1643  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 PU1643
 PU1643  VERT ORDER      -  FIRST     CLASS II
 PU1643
 PU1643.The horizontal coordinates were scaled from a map and have
 PU1643.an estimated accuracy of +/- 6 seconds.
 PU1643
 PU1643.The orthometric height was determined by differential leveling and
 PU1643.adjusted by the NATIONAL GEODETIC SURVEY
 PU1643.in June 1991.
 PU1643
 PU1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1643.GEOID18 height accuracy estimate available here.
 PU1643
 PU1643.Click photographs - Photos may exist for this station.
 PU1643
 PU1643.The dynamic height is computed by dividing the NAVD 88
 PU1643.geopotential number by the normal gravity value computed on the
 PU1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1643.degrees latitude (g = 980.6199 gals.).
 PU1643
 PU1643.The modeled gravity was interpolated from observed gravity values.
 PU1643
 PU1643;                    North         East    Units  Estimated Accuracy
 PU1643;SPC SD N     -    71,330.      318,020.      MT  (+/- 180 meters Scaled)
 PU1643
 PU1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK160195(NAD 83)
 PU1643
 PU1643                          SUPERSEDED SURVEY CONTROL
 PU1643
 PU1643  NGVD 29 (??/??/92) 1071.232  (m)         3514.53   (f) ADJ UNCH    1 2
 PU1643
 PU1643.Superseded values are not recommended for survey control.
 PU1643
 PU1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1643.See file dsdata.pdf to determine how the superseded data were derived.
 PU1643
 PU1643_MARKER: DB = BENCH MARK DISK
 PU1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1643_SP_SET: ABUTMENT
 PU1643_STAMPING: B 368 1962
 PU1643_MARK LOGO: CGS
 PU1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1643
 PU1643  HISTORY     - Date     Condition        Report By
 PU1643  HISTORY     - 1962     MONUMENTED       CGS
 PU1643  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1643  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 PU1643
 PU1643                          STATION DESCRIPTION
 PU1643
 PU1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1643'0.8 MI W FROM STURGIS.
 PU1643'ABOUT 0.85 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1643'FROM THE STATION AT STURGIS, IN SECTION 5, T 5 N, R 5 E, 13 POLES
 PU1643'WEST OF MILE POST 129, 6 FEET NORTH OF THE NORTH RAIL, 1 FOOT
 PU1643'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF THE NORTH END
 PU1643'OF THE EAST ABUTMENT OF BRIDGE H274 OVER BEAR BUTTE CREEK.
 PU1643
 PU1643                          STATION RECOVERY (1991)
 PU1643
 PU1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1643'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1643
 PU1643                          STATION RECOVERY (2012)
 PU1643
 PU1643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1643'BURIED UNDER TONS OF ROCK BY RAILROAD BRIDGE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1783 ***********************************************************************
 PU1783  DESIGNATION -  B 369
 PU1783  PID         -  PU1783
 PU1783  STATE/COUNTY-  SD/BUTTE
 PU1783  COUNTRY     -  US
 PU1783  USGS QUAD   -  MUD BUTTES (2017)
 PU1783
 PU1783                         *CURRENT SURVEY CONTROL
 PU1783  ______________________________________________________________________
 PU1783* NAD 83(1986) POSITION- 44 51 48.     (N) 103 48 39.     (W)   SCALED
 PU1783* NAVD 88 ORTHO HEIGHT -   945.261 (meters)     3101.24  (feet) ADJUSTED
 PU1783  ______________________________________________________________________
 PU1783  GEOID HEIGHT    -        -15.777 (meters)                     GEOID18
 PU1783  DYNAMIC HEIGHT  -        945.011 (meters)     3100.42  (feet) COMP
 PU1783  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 PU1783
 PU1783  VERT ORDER      -  FIRST     CLASS II
 PU1783
 PU1783.The horizontal coordinates were scaled from a map and have
 PU1783.an estimated accuracy of +/- 6 seconds.
 PU1783
 PU1783.The orthometric height was determined by differential leveling and
 PU1783.adjusted by the NATIONAL GEODETIC SURVEY
 PU1783.in June 1991.
 PU1783
 PU1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1783.GEOID18 height accuracy estimate available here.
 PU1783
 PU1783.Click photographs - Photos may exist for this station.
 PU1783
 PU1783.The dynamic height is computed by dividing the NAVD 88
 PU1783.geopotential number by the normal gravity value computed on the
 PU1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1783.degrees latitude (g = 980.6199 gals.).
 PU1783
 PU1783.The modeled gravity was interpolated from observed gravity values.
 PU1783
 PU1783;                    North         East    Units  Estimated Accuracy
 PU1783;SPC SD N     -   121,540.      298,940.      MT  (+/- 180 meters Scaled)
 PU1783
 PU1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK939684(NAD 83)
 PU1783
 PU1783                          SUPERSEDED SURVEY CONTROL
 PU1783
 PU1783  NGVD 29 (??/??/92)  944.774  (m)         3099.65   (f) ADJ UNCH    1 2
 PU1783
 PU1783.Superseded values are not recommended for survey control.
 PU1783
 PU1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1783.See file dsdata.pdf to determine how the superseded data were derived.
 PU1783
 PU1783_MARKER: DB = BENCH MARK DISK
 PU1783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1783_STAMPING: B 369 1962
 PU1783_MARK LOGO: CGS
 PU1783_PROJECTION: PROJECTING 20 CENTIMETERS
 PU1783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1783+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2018
 PU1783
 PU1783  HISTORY     - Date     Condition        Report By
 PU1783  HISTORY     - 1962     MONUMENTED       CGS
 PU1783  HISTORY     - 1963     GOOD             CGS
 PU1783  HISTORY     - 20180424 GOOD             SDDT
 PU1783
 PU1783                          STATION DESCRIPTION
 PU1783
 PU1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1783'14.2 MI N FROM BELLE FOURCHE.
 PU1783'ABOUT 14.15 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1783'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1783'31, T 11 N, R 3 E, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PU1783'43 FEET SOUTHWEST OF THE WEST END OF A 48-INCH TUBULAR CONCRETE
 PU1783'CULVERT, 26 FEET EAST OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE,
 PU1783'1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1783'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 PU1783'TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 PU1783'8-INCHES.
 PU1783
 PU1783                          STATION RECOVERY (1963)
 PU1783
 PU1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1783'RECOVERED IN GOOD CONDITION.
 PU1783
 PU1783                          STATION RECOVERY (2018)
 PU1783
 PU1783'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU1783'THE MARK IS ON THE WESTERLY SIDE OF A LONG ABANDONED SECTION OF U.S.
 PU1783'HIGHWAY 85.  IT IS NOT IN SECTION 31 AS DESCRIBED BUT RATHER IS IN
 PU1783'SECTION 6, T10N, R3E.  TILE AND MARK ARE IN GOOD CONDITION, SIGN POST
 PU1783'NOT FOUND, SIGN FOUND INSIDE TILE.  THE 48 INCH RCP, TELEPHONE POLE
 PU1783'AND FENCE HAVE ALL BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0374 ***********************************************************************
 OR0374  DESIGNATION -  B 37
 OR0374  PID         -  OR0374
 OR0374  STATE/COUNTY-  SD/BRULE
 OR0374  COUNTRY     -  US
 OR0374  USGS QUAD   -  CEDAR GROVE COLONY (2017)
 OR0374
 OR0374                         *CURRENT SURVEY CONTROL
 OR0374  ______________________________________________________________________
 OR0374* NAD 83(1986) POSITION- 43 36 03.     (N) 098 51 14.     (W)   SCALED
 OR0374* NAVD 88 ORTHO HEIGHT -   496.109 (meters)     1627.65  (feet) ADJUSTED
 OR0374  ______________________________________________________________________
 OR0374  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 OR0374  DYNAMIC HEIGHT  -        495.962 (meters)     1627.17  (feet) COMP
 OR0374  MODELED GRAVITY -    980,309.5   (mgal)                       NAVD 88
 OR0374
 OR0374  VERT ORDER      -  FIRST     CLASS II
 OR0374
 OR0374.The horizontal coordinates were scaled from a map and have
 OR0374.an estimated accuracy of +/- 6 seconds.
 OR0374
 OR0374.The orthometric height was determined by differential leveling and
 OR0374.adjusted by the NATIONAL GEODETIC SURVEY
 OR0374.in June 1991.
 OR0374
 OR0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0374.GEOID18 height accuracy estimate available here.
 OR0374
 OR0374.Click photographs - Photos may exist for this station.
 OR0374
 OR0374.The dynamic height is computed by dividing the NAVD 88
 OR0374.geopotential number by the normal gravity value computed on the
 OR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0374.degrees latitude (g = 980.6199 gals.).
 OR0374
 OR0374.The modeled gravity was interpolated from observed gravity values.
 OR0374
 OR0374;                    North         East    Units  Estimated Accuracy
 OR0374;SPC SD S     -   141,870.      719,440.      MT  (+/- 180 meters Scaled)
 OR0374
 OR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP117275(NAD 83)
 OR0374
 OR0374                          SUPERSEDED SURVEY CONTROL
 OR0374
 OR0374  NGVD 29 (??/??/92)  495.762  (m)         1626.51   (f) ADJ UNCH    1 2
 OR0374
 OR0374.Superseded values are not recommended for survey control.
 OR0374
 OR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0374.See file dsdata.pdf to determine how the superseded data were derived.
 OR0374
 OR0374_MARKER: DB = BENCH MARK DISK
 OR0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0374_STAMPING: 1626.512 B 37 1933
 OR0374_MARK LOGO: CGS
 OR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0374+STABILITY: SURFACE MOTION
 OR0374
 OR0374  HISTORY     - Date     Condition        Report By
 OR0374  HISTORY     - 1933     MONUMENTED       CGS
 OR0374  HISTORY     - 1975     MARK NOT FOUND   USGS
 OR0374  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0374
 OR0374                          STATION DESCRIPTION
 OR0374
 OR0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0374'15.5 MI N FROM PLATTE.
 OR0374'IN BRULE COUNTY, 15-1/2 MILES NORTH ALONG U.S. HIGHWAY 281
 OR0374'FROM PLATTE, CHARLES MIX COUNTY, ABOUT 2 MILES SOUTH OF CENTER
 OR0374'SCHOOL, 210 FEET NORTH OF THE INTERSECTION OF A SECTION-LINE
 OR0374'ROAD, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 OR0374'EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE.  A
 OR0374'STANDARD DISK, STAMPED 1626.512 B 37 1933 AND SET IN THE TOP
 OR0374'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0374
 OR0374                          STATION RECOVERY (1975)
 OR0374
 OR0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0374'MARK NOT FOUND.
 OR0374
 OR0374                          STATION RECOVERY (2012)
 OR0374
 OR0374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0206 ***********************************************************************
 OS0206  DESIGNATION -  B 370
 OS0206  PID         -  OS0206
 OS0206  STATE/COUNTY-  SD/JONES
 OS0206  COUNTRY     -  US
 OS0206  USGS QUAD   -  OKATON SE (2017)
 OS0206
 OS0206                         *CURRENT SURVEY CONTROL
 OS0206  ______________________________________________________________________
 OS0206* NAD 83(1986) POSITION- 43 52 23.     (N) 100 51 39.     (W)   SCALED
 OS0206* NAVD 88 ORTHO HEIGHT -   728.440 (meters)     2389.89  (feet) ADJUSTED
 OS0206  ______________________________________________________________________
 OS0206  GEOID HEIGHT    -        -23.760 (meters)                     GEOID18
 OS0206  DYNAMIC HEIGHT  -        728.201 (meters)     2389.11  (feet) COMP
 OS0206  MODELED GRAVITY -    980,267.1   (mgal)                       NAVD 88
 OS0206
 OS0206  VERT ORDER      -  FIRST     CLASS II
 OS0206
 OS0206.The horizontal coordinates were scaled from a map and have
 OS0206.an estimated accuracy of +/- 6 seconds.
 OS0206
 OS0206.The orthometric height was determined by differential leveling and
 OS0206.adjusted by the NATIONAL GEODETIC SURVEY
 OS0206.in June 1991.
 OS0206
 OS0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0206.GEOID18 height accuracy estimate available here.
 OS0206
 OS0206.Click photographs - Photos may exist for this station.
 OS0206
 OS0206.The dynamic height is computed by dividing the NAVD 88
 OS0206.geopotential number by the normal gravity value computed on the
 OS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0206.degrees latitude (g = 980.6199 gals.).
 OS0206
 OS0206.The modeled gravity was interpolated from observed gravity values.
 OS0206
 OS0206;                    North         East    Units  Estimated Accuracy
 OS0206;SPC SD S     -   171,190.      557,610.      MT  (+/- 180 meters Scaled)
 OS0206
 OS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP504594(NAD 83)
 OS0206
 OS0206                          SUPERSEDED SURVEY CONTROL
 OS0206
 OS0206  NGVD 29 (??/??/92)  727.974  (m)         2388.36   (f) ADJ UNCH    1 2
 OS0206
 OS0206.Superseded values are not recommended for survey control.
 OS0206
 OS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0206.See file dsdata.pdf to determine how the superseded data were derived.
 OS0206
 OS0206_MARKER: DB = BENCH MARK DISK
 OS0206_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0206_STAMPING: B 370 1962
 OS0206_MARK LOGO: CGS
 OS0206_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0206_ROD/PIPE-DEPTH: 4.3 meters
 OS0206
 OS0206  HISTORY     - Date     Condition        Report By
 OS0206  HISTORY     - 1962     MONUMENTED       CGS
 OS0206
 OS0206                          STATION DESCRIPTION
 OS0206
 OS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0206'1.8 MI SE FROM OKATON.
 OS0206'1.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0206'PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN SECTION
 OS0206'14, T 2 S, R 27 E, 2 POLES WEST OF MILE POST 525, 48 FEET NORTH
 OS0206'OF NORTH RAIL, 1 FOOT SOUTH OF A FENCE, 1.5 FEET SOUTH OF A
 OS0206'METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE RAILS, AND ON
 OS0206'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 OS0206'DEPTH OF 14 FEET AND IS ENCLOSED IN A 6-INCH TILE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0497 ***********************************************************************
 PT0497  DESIGNATION -  B 371
 PT0497  PID         -  PT0497
 PT0497  STATE/COUNTY-  SD/HAAKON
 PT0497  COUNTRY     -  US
 PT0497  USGS QUAD   -  ELBON (2017)
 PT0497
 PT0497                         *CURRENT SURVEY CONTROL
 PT0497  ______________________________________________________________________
 PT0497* NAD 83(1986) POSITION- 44 20 37.     (N) 101 40 40.     (W)   SCALED
 PT0497* NAVD 88 ORTHO HEIGHT -   751.030 (meters)     2464.00  (feet) ADJUSTED
 PT0497  ______________________________________________________________________
 PT0497  GEOID HEIGHT    -        -20.956 (meters)                     GEOID18
 PT0497  DYNAMIC HEIGHT  -        750.827 (meters)     2463.34  (feet) COMP
 PT0497  MODELED GRAVITY -    980,322.7   (mgal)                       NAVD 88
 PT0497
 PT0497  VERT ORDER      -  FIRST     CLASS II
 PT0497
 PT0497.The horizontal coordinates were scaled from a map and have
 PT0497.an estimated accuracy of +/- 6 seconds.
 PT0497
 PT0497.The orthometric height was determined by differential leveling and
 PT0497.adjusted by the NATIONAL GEODETIC SURVEY
 PT0497.in June 1991.
 PT0497
 PT0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0497.GEOID18 height accuracy estimate available here.
 PT0497
 PT0497.Click photographs - Photos may exist for this station.
 PT0497
 PT0497.The dynamic height is computed by dividing the NAVD 88
 PT0497.geopotential number by the normal gravity value computed on the
 PT0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0497.degrees latitude (g = 980.6199 gals.).
 PT0497
 PT0497.The modeled gravity was interpolated from observed gravity values.
 PT0497
 PT0497;                    North         East    Units  Estimated Accuracy
 PT0497;SPC SD S     -   224,200.      492,800.      MT  (+/- 180 meters Scaled)
 PT0497
 PT0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ865135(NAD 83)
 PT0497
 PT0497                          SUPERSEDED SURVEY CONTROL
 PT0497
 PT0497  NGVD 29 (??/??/92)  750.562  (m)         2462.47   (f) ADJ UNCH    1 2
 PT0497
 PT0497.Superseded values are not recommended for survey control.
 PT0497
 PT0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0497.See file dsdata.pdf to determine how the superseded data were derived.
 PT0497
 PT0497_MARKER: DB = BENCH MARK DISK
 PT0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0497_STAMPING: B 371 1962
 PT0497_MARK LOGO: CGS
 PT0497_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0497_ROD/PIPE-DEPTH: 3.7 meters
 PT0497
 PT0497  HISTORY     - Date     Condition        Report By
 PT0497  HISTORY     - 1962     MONUMENTED       CGS
 PT0497
 PT0497                          STATION DESCRIPTION
 PT0497
 PT0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0497'8.1 MI S FROM MILESVILLE.
 PT0497'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0497'LUTHERAN HOUR AT MILESVILLE, THENCE 4.1 MILES SOUTH ALONG STATE
 PT0497'HIGHWAY 73, 63 FEET NORTH OF THE CENTER OF A WIRE GATE, 52 FEET
 PT0497'WEST OF THE CENTERLINE OF THE HIGHWAY, 1.2 FEET WEST OF A
 PT0497'METAL WITNESS POST, 1 FOOT EAST OF A FENCE, CLAMPED ON A 5/8
 PT0497'INCH COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET,
 PT0497'AND ENCASED IN A 6-INCH TILE PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0593 ***********************************************************************
 PT0593  DESIGNATION -  B 372
 PT0593  PID         -  PT0593
 PT0593  STATE/COUNTY-  SD/HAAKON
 PT0593  COUNTRY     -  US
 PT0593  USGS QUAD   -  PHILIP SE (2017)
 PT0593
 PT0593                         *CURRENT SURVEY CONTROL
 PT0593  ______________________________________________________________________
 PT0593* NAD 83(1986) POSITION- 44 02 23.     (N) 101 37 27.     (W)   SCALED
 PT0593* NAVD 88 ORTHO HEIGHT -   650.471 (meters)     2134.09  (feet) ADJUSTED
 PT0593  ______________________________________________________________________
 PT0593  GEOID HEIGHT    -        -21.253 (meters)                     GEOID18
 PT0593  DYNAMIC HEIGHT  -        650.280 (meters)     2133.46  (feet) COMP
 PT0593  MODELED GRAVITY -    980,304.5   (mgal)                       NAVD 88
 PT0593
 PT0593  VERT ORDER      -  SECOND    CLASS 0
 PT0593
 PT0593.The horizontal coordinates were scaled from a map and have
 PT0593.an estimated accuracy of +/- 6 seconds.
 PT0593
 PT0593.The orthometric height was determined by differential leveling and
 PT0593.adjusted by the NATIONAL GEODETIC SURVEY
 PT0593.in June 1991.
 PT0593
 PT0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0593.GEOID18 height accuracy estimate available here.
 PT0593
 PT0593.Click photographs - Photos may exist for this station.
 PT0593
 PT0593.The dynamic height is computed by dividing the NAVD 88
 PT0593.geopotential number by the normal gravity value computed on the
 PT0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0593.degrees latitude (g = 980.6199 gals.).
 PT0593
 PT0593.The modeled gravity was interpolated from observed gravity values.
 PT0593
 PT0593;                    North         East    Units  Estimated Accuracy
 PT0593;SPC SD S     -   190,370.      496,550.      MT  (+/- 180 meters Scaled)
 PT0593
 PT0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP897796(NAD 83)
 PT0593
 PT0593                          SUPERSEDED SURVEY CONTROL
 PT0593
 PT0593  NGVD 29 (??/??/92)  650.018  (m)         2132.60   (f) ADJ UNCH    2 0
 PT0593
 PT0593.Superseded values are not recommended for survey control.
 PT0593
 PT0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0593.See file dsdata.pdf to determine how the superseded data were derived.
 PT0593
 PT0593_MARKER: DB = BENCH MARK DISK
 PT0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0593_STAMPING: B 372 1962
 PT0593_MARK LOGO: CGS
 PT0593_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0593_ROD/PIPE-DEPTH: 5.8 meters
 PT0593
 PT0593  HISTORY     - Date     Condition        Report By
 PT0593  HISTORY     - 1962     MONUMENTED       CGS
 PT0593
 PT0593                          STATION DESCRIPTION
 PT0593
 PT0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0593'2.2 MI E FROM PHILIP.
 PT0593'ABOUT 2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0593'FROM THE STATION AT PHILIP, IN SECTION 17, T 1 N, R 21 E, 6
 PT0593'POSTS EAST OF MILE POST 558, 46 FEET SOUTH OF THE SOUTH RAIL,
 PT0593'83 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE,
 PT0593'1.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 PT0593'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 PT0593'TO A DEPTH OF 19 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 PT0593'6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0382 ***********************************************************************
 OS0382  DESIGNATION -  B 373
 OS0382  PID         -  OS0382
 OS0382  STATE/COUNTY-  SD/JACKSON
 OS0382  COUNTRY     -  US
 OS0382  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0382
 OS0382                         *CURRENT SURVEY CONTROL
 OS0382  ______________________________________________________________________
 OS0382* NAD 83(1986) POSITION- 43 54 28.87   (N) 101 39 39.04   (W)   HD_HELD1
 OS0382* NAVD 88 ORTHO HEIGHT -   764.170 (meters)     2507.11  (feet) ADJUSTED
 OS0382  ______________________________________________________________________
 OS0382  GEOID HEIGHT    -        -21.070 (meters)                     GEOID18
 OS0382  DYNAMIC HEIGHT  -        763.931 (meters)     2506.33  (feet) COMP
 OS0382  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 OS0382
 OS0382  VERT ORDER      -  FIRST     CLASS II
 OS0382
 OS0382.The horizontal coordinates were determined by differentially corrected
 OS0382.hand held GPS observations or other comparable positioning techniques
 OS0382.and have an estimated accuracy of +/- 3 meters.
 OS0382
 OS0382.The orthometric height was determined by differential leveling and
 OS0382.adjusted by the NATIONAL GEODETIC SURVEY
 OS0382.in June 1991.
 OS0382
 OS0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0382.GEOID18 height accuracy estimate available here.
 OS0382
 OS0382.Click photographs - Photos may exist for this station.
 OS0382
 OS0382.The dynamic height is computed by dividing the NAVD 88
 OS0382.geopotential number by the normal gravity value computed on the
 OS0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0382.degrees latitude (g = 980.6199 gals.).
 OS0382
 OS0382.The modeled gravity was interpolated from observed gravity values.
 OS0382
 OS0382;                    North         East    Units  Estimated Accuracy
 OS0382;SPC SD S     -   175,787.8     493,374.1     MT  (+/- 3 meters HH1 GPS) 
 OS0382
 OS0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8633665098(NAD 83)
 OS0382
 OS0382                          SUPERSEDED SURVEY CONTROL
 OS0382
 OS0382  NGVD 29 (??/??/92)  763.713  (m)         2505.62   (f) ADJ UNCH    1 2
 OS0382
 OS0382.Superseded values are not recommended for survey control.
 OS0382
 OS0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0382.See file dsdata.pdf to determine how the superseded data were derived.
 OS0382
 OS0382_MARKER: DB = BENCH MARK DISK
 OS0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0382_STAMPING: B 373 1962
 OS0382_MARK LOGO: CGS
 OS0382_PROJECTION: FLUSH
 OS0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0382+STABILITY: SURFACE MOTION
 OS0382
 OS0382  HISTORY     - Date     Condition        Report By
 OS0382  HISTORY     - UNK      MONUMENTED       CGS
 OS0382  HISTORY     - 1962     GOOD             CGS
 OS0382
 OS0382                          STATION DESCRIPTION
 OS0382
 OS0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0382'9.4 MI S FROM PHILIP.
 OS0382'ABOUT 9.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0382'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 103 FEET NORTH OF
 OS0382'A POWER POLE, 95 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 39
 OS0382'FEET SOUTH OF THE CENTER OF A WIRE GATE, 5 FEET SOUTH OF A
 OS0382'FENCE, 2 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A METAL WITNESS
 OS0382'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 OS0382'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0706 ***********************************************************************
 PT0706  DESIGNATION -  B 374
 PT0706  PID         -  PT0706
 PT0706  STATE/COUNTY-  SD/HAAKON
 PT0706  COUNTRY     -  US
 PT0706  USGS QUAD   -  HILLAND (2017)
 PT0706
 PT0706                         *CURRENT SURVEY CONTROL
 PT0706  ______________________________________________________________________
 PT0706* NAD 83(1986) POSITION- 44 17 03.     (N) 101 50 51.     (W)   SCALED
 PT0706* NAVD 88 ORTHO HEIGHT -   789.476 (meters)     2590.14  (feet) ADJUSTED
 PT0706  ______________________________________________________________________
 PT0706  GEOID HEIGHT    -        -20.389 (meters)                     GEOID18
 PT0706  DYNAMIC HEIGHT  -        789.255 (meters)     2589.41  (feet) COMP
 PT0706  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 PT0706
 PT0706  VERT ORDER      -  SECOND    CLASS 0
 PT0706
 PT0706.The horizontal coordinates were scaled from a map and have
 PT0706.an estimated accuracy of +/- 6 seconds.
 PT0706
 PT0706.The orthometric height was determined by differential leveling and
 PT0706.adjusted by the NATIONAL GEODETIC SURVEY
 PT0706.in June 1991.
 PT0706
 PT0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0706.GEOID18 height accuracy estimate available here.
 PT0706
 PT0706.Click photographs - Photos may exist for this station.
 PT0706
 PT0706.The dynamic height is computed by dividing the NAVD 88
 PT0706.geopotential number by the normal gravity value computed on the
 PT0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0706.degrees latitude (g = 980.6199 gals.).
 PT0706
 PT0706.The modeled gravity was interpolated from observed gravity values.
 PT0706
 PT0706;                    North         East    Units  Estimated Accuracy
 PT0706;SPC SD S     -   217,830.      479,150.      MT  (+/- 180 meters Scaled)
 PT0706
 PT0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ727073(NAD 83)
 PT0706
 PT0706                          SUPERSEDED SURVEY CONTROL
 PT0706
 PT0706  NGVD 29 (??/??/92)  789.011  (m)         2588.61   (f) ADJ UNCH    2 0
 PT0706
 PT0706.Superseded values are not recommended for survey control.
 PT0706
 PT0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0706.See file dsdata.pdf to determine how the superseded data were derived.
 PT0706
 PT0706_MARKER: DB = BENCH MARK DISK
 PT0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0706_STAMPING: B 374 1962
 PT0706_MARK LOGO: CGS
 PT0706_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0706+STABILITY: SURFACE MOTION
 PT0706
 PT0706  HISTORY     - Date     Condition        Report By
 PT0706  HISTORY     - 1962     MONUMENTED       CGS
 PT0706
 PT0706                          STATION DESCRIPTION
 PT0706
 PT0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0706'0.5 MI E FROM HILLAND.
 PT0706'ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0706'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVEL ROAD
 PT0706'AND A ROAD LEADING SOUTH, IN SECTION 21, T 4 N, R 19 E, 36 FEET
 PT0706'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 75 FEET EAST OF
 PT0706'THE CENTER LINE OF THE ROAD LEADING SOUTH, 21 FEET EAST OF THE
 PT0706'CENTER OF A WIRE GATE, 2 FEET SOUTH OF A FENCE, 1.4 FEET WEST
 PT0706'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PT0706'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0706'7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0374 ***********************************************************************
 PU0374  DESIGNATION -  B 375
 PU0374  PID         -  PU0374
 PU0374  STATE/COUNTY-  SD/PENNINGTON
 PU0374  COUNTRY     -  US
 PU0374  USGS QUAD   -  PEDRO (2017)
 PU0374
 PU0374                         *CURRENT SURVEY CONTROL
 PU0374  ______________________________________________________________________
 PU0374* NAD 83(1986) POSITION- 44 23 01.     (N) 102 04 05.     (W)   SCALED
 PU0374* NAVD 88 ORTHO HEIGHT -   767.420 (meters)     2517.78  (feet) ADJUSTED
 PU0374  ______________________________________________________________________
 PU0374  GEOID HEIGHT    -        -19.783 (meters)                     GEOID18
 PU0374  DYNAMIC HEIGHT  -        767.223 (meters)     2517.13  (feet) COMP
 PU0374  MODELED GRAVITY -    980,335.7   (mgal)                       NAVD 88
 PU0374
 PU0374  VERT ORDER      -  SECOND    CLASS 0
 PU0374
 PU0374.The horizontal coordinates were scaled from a map and have
 PU0374.an estimated accuracy of +/- 6 seconds.
 PU0374
 PU0374.The orthometric height was determined by differential leveling and
 PU0374.adjusted by the NATIONAL GEODETIC SURVEY
 PU0374.in June 1991.
 PU0374
 PU0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0374.GEOID18 height accuracy estimate available here.
 PU0374
 PU0374.Click photographs - Photos may exist for this station.
 PU0374
 PU0374.The dynamic height is computed by dividing the NAVD 88
 PU0374.geopotential number by the normal gravity value computed on the
 PU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0374.degrees latitude (g = 980.6199 gals.).
 PU0374
 PU0374.The modeled gravity was interpolated from observed gravity values.
 PU0374
 PU0374;                    North         East    Units  Estimated Accuracy
 PU0374;SPC SD S     -   229,220.      461,780.      MT  (+/- 180 meters Scaled)
 PU0374
 PU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK335186(NAD 83)
 PU0374
 PU0374                          SUPERSEDED SURVEY CONTROL
 PU0374
 PU0374  NGVD 29 (??/??/92)  766.967  (m)         2516.29   (f) ADJ UNCH    2 0
 PU0374
 PU0374.Superseded values are not recommended for survey control.
 PU0374
 PU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0374.See file dsdata.pdf to determine how the superseded data were derived.
 PU0374
 PU0374_MARKER: DB = BENCH MARK DISK
 PU0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0374_STAMPING: B 375 1962
 PU0374_MARK LOGO: CGS
 PU0374_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0374+STABILITY: SURFACE MOTION
 PU0374
 PU0374  HISTORY     - Date     Condition        Report By
 PU0374  HISTORY     - 1962     MONUMENTED       CGS
 PU0374
 PU0374                          STATION DESCRIPTION
 PU0374
 PU0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0374'4.4 MI SE FROM PEDRO.
 PU0374'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0374'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 PU0374'3.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 21, T 5 N,
 PU0374'R 17 E, 128 FEET WEST OF THE CENTER LINE OF THE ROAD, 98 FEET
 PU0374'NORTH OF THE NORTHWEST CORNER OF A CATTLE GUARD, 1 1/2 FEET EAST
 PU0374'OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 PU0374'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0374'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2098 ***********************************************************************
 PU2098  DESIGNATION -  B 376
 PU2098  PID         -  PU2098
 PU2098  STATE/COUNTY-  SD/LAWRENCE
 PU2098  COUNTRY     -  US
 PU2098  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2098
 PU2098                         *CURRENT SURVEY CONTROL
 PU2098  ______________________________________________________________________
 PU2098* NAD 83(1986) POSITION- 44 30 10.     (N) 103 53 46.     (W)   SCALED
 PU2098* NAVD 88 ORTHO HEIGHT -  1104.851 (meters)     3624.83  (feet) ADJUSTED
 PU2098  ______________________________________________________________________
 PU2098  GEOID HEIGHT    -        -14.556 (meters)                     GEOID18
 PU2098  DYNAMIC HEIGHT  -       1104.475 (meters)     3623.60  (feet) COMP
 PU2098  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 PU2098
 PU2098  VERT ORDER      -  SECOND    CLASS 0
 PU2098
 PU2098.The horizontal coordinates were scaled from a map and have
 PU2098.an estimated accuracy of +/- 6 seconds.
 PU2098
 PU2098.The orthometric height was determined by differential leveling and
 PU2098.adjusted by the NATIONAL GEODETIC SURVEY
 PU2098.in June 1991.
 PU2098
 PU2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2098.GEOID18 height accuracy estimate available here.
 PU2098
 PU2098.Click photographs - Photos may exist for this station.
 PU2098
 PU2098.The dynamic height is computed by dividing the NAVD 88
 PU2098.geopotential number by the normal gravity value computed on the
 PU2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2098.degrees latitude (g = 980.6199 gals.).
 PU2098
 PU2098.The modeled gravity was interpolated from observed gravity values.
 PU2098
 PU2098;                    North         East    Units  Estimated Accuracy
 PU2098;SPC SD N     -    81,850.      290,280.      MT  (+/- 180 meters Scaled)
 PU2098
 PU2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK877283(NAD 83)
 PU2098
 PU2098                          SUPERSEDED SURVEY CONTROL
 PU2098
 PU2098  NGVD 29 (??/??/92) 1104.287  (m)         3622.98   (f) ADJ UNCH    2 0
 PU2098
 PU2098.Superseded values are not recommended for survey control.
 PU2098
 PU2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2098.See file dsdata.pdf to determine how the superseded data were derived.
 PU2098
 PU2098_MARKER: DB = BENCH MARK DISK
 PU2098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2098_SP_SET: BOX CULVERT HEADWALL
 PU2098_STAMPING: B 376 1962
 PU2098_MARK LOGO: CGS
 PU2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2098+STABILITY: SURFACE MOTION
 PU2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2098+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 PU2098
 PU2098  HISTORY     - Date     Condition        Report By
 PU2098  HISTORY     - 1962     MONUMENTED       CGS
 PU2098  HISTORY     - 20070501 GOOD             NJS
 PU2098
 PU2098                          STATION DESCRIPTION
 PU2098
 PU2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2098'2.9 MI NW FROM SPEARFISH.
 PU2098'ABOUT 0.2 MILE NORTH ALONG OLD U.S. HIGHWAY 85 FROM THE POST
 PU2098'OFFICE AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD HIGHWAY 14
 PU2098'AND 85, THENCE 2.25 MILES NORTHWEST ALONG OLD HIGHWAY U.S. 14
 PU2098'AT A SHARP CURVE, SET IN TOP AND AT THE WEST END OF THE SOUTH
 PU2098'HEADWALL OF A 4 X 6 FOOT BOX CULVERT UNDER THE HIGHWAY, 14 FEET
 PU2098'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 PU2098'THE HIGHWAY, SET HORIZONTAL.
 PU2098
 PU2098                          STATION RECOVERY (2007)
 PU2098
 PU2098'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1703 ***********************************************************************
 PU1703  DESIGNATION -  B 377
 PU1703  PID         -  PU1703
 PU1703  STATE/COUNTY-  SD/LAWRENCE
 PU1703  COUNTRY     -  US
 PU1703  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1703
 PU1703                         *CURRENT SURVEY CONTROL
 PU1703  ______________________________________________________________________
 PU1703* NAD 83(1986) POSITION- 44 26 43.     (N) 103 42 55.     (W)   SCALED
 PU1703* NAVD 88 ORTHO HEIGHT -  1223.419 (meters)     4013.83  (feet) ADJUSTED
 PU1703  ______________________________________________________________________
 PU1703  GEOID HEIGHT    -        -14.552 (meters)                     GEOID18
 PU1703  DYNAMIC HEIGHT  -       1223.003 (meters)     4012.47  (feet) COMP
 PU1703  MODELED GRAVITY -    980,234.5   (mgal)                       NAVD 88
 PU1703
 PU1703  VERT ORDER      -  SECOND    CLASS 0
 PU1703
 PU1703.The horizontal coordinates were scaled from a map and have
 PU1703.an estimated accuracy of +/- 6 seconds.
 PU1703
 PU1703.The orthometric height was determined by differential leveling and
 PU1703.adjusted by the NATIONAL GEODETIC SURVEY
 PU1703.in June 1991.
 PU1703
 PU1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1703.GEOID18 height accuracy estimate available here.
 PU1703
 PU1703.Click photographs - Photos may exist for this station.
 PU1703
 PU1703.The dynamic height is computed by dividing the NAVD 88
 PU1703.geopotential number by the normal gravity value computed on the
 PU1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1703.degrees latitude (g = 980.6199 gals.).
 PU1703
 PU1703.The modeled gravity was interpolated from observed gravity values.
 PU1703
 PU1703;                    North         East    Units  Estimated Accuracy
 PU1703;SPC SD N     -    74,790.      304,360.      MT  (+/- 180 meters Scaled)
 PU1703
 PU1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK022221(NAD 83)
 PU1703
 PU1703                          SUPERSEDED SURVEY CONTROL
 PU1703
 PU1703  NGVD 29 (??/??/92) 1222.875  (m)         4012.05   (f) ADJ UNCH    2 0
 PU1703
 PU1703.Superseded values are not recommended for survey control.
 PU1703
 PU1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1703.See file dsdata.pdf to determine how the superseded data were derived.
 PU1703
 PU1703_MARKER: DB = BENCH MARK DISK
 PU1703_SETTING: 66 = SET IN ROCK OUTCROP
 PU1703_STAMPING: B 377 1962
 PU1703_MARK LOGO: CGS
 PU1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1703+STABILITY: POSITION/ELEVATION WELL
 PU1703
 PU1703  HISTORY     - Date     Condition        Report By
 PU1703  HISTORY     - 1962     MONUMENTED       CGS
 PU1703
 PU1703                          STATION DESCRIPTION
 PU1703
 PU1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1703'9.4 MI SE FROM SPEARFISH.
 PU1703'9.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST
 PU1703'OFFICE AT SPEARFISH, THENCE 0.15 MILE EAST ALONG A GRAVELED
 PU1703'ROAD, AT THE CREST OF A SMALL HILL, SET IN TOP OF A LARGE ROCK
 PU1703'OUTCROP, 34 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 PU1703'ROAD, 35 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 27 FEET
 PU1703'WEST NORTHWEST OF THE WEST END OF A WIRE GATE, 5.5 FEET NORTH
 PU1703'OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN THE ROAD, SET
 PU1703'HORIZONTALLY IN A ROCK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0441 ***********************************************************************
 PU0441  DESIGNATION -  B 378
 PU0441  PID         -  PU0441
 PU0441  STATE/COUNTY-  SD/PENNINGTON
 PU0441  COUNTRY     -  US
 PU0441  USGS QUAD   -  RAINY CREEK (2017)
 PU0441
 PU0441                         *CURRENT SURVEY CONTROL
 PU0441  ______________________________________________________________________
 PU0441* NAD 83(1986) POSITION- 44 14 25.71   (N) 102 12 21.14   (W)   HD_HELD1
 PU0441* NAVD 88 ORTHO HEIGHT -   818.327 (meters)     2684.79  (feet) ADJUSTED
 PU0441  ______________________________________________________________________
 PU0441  GEOID HEIGHT    -        -19.297 (meters)                     GEOID18
 PU0441  DYNAMIC HEIGHT  -        818.094 (meters)     2684.03  (feet) COMP
 PU0441  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 PU0441
 PU0441  VERT ORDER      -  SECOND    CLASS 0
 PU0441
 PU0441.The horizontal coordinates were determined by differentially corrected
 PU0441.hand held GPS observations or other comparable positioning techniques
 PU0441.and have an estimated accuracy of +/- 3 meters.
 PU0441
 PU0441.The orthometric height was determined by differential leveling and
 PU0441.adjusted by the NATIONAL GEODETIC SURVEY
 PU0441.in June 1991.
 PU0441
 PU0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0441.GEOID18 height accuracy estimate available here.
 PU0441
 PU0441.Click photographs - Photos may exist for this station.
 PU0441
 PU0441.The dynamic height is computed by dividing the NAVD 88
 PU0441.geopotential number by the normal gravity value computed on the
 PU0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0441.degrees latitude (g = 980.6199 gals.).
 PU0441
 PU0441.The modeled gravity was interpolated from observed gravity values.
 PU0441
 PU0441;                    North         East    Units  Estimated Accuracy
 PU0441;SPC SD S     -   213,559.8     450,436.5     MT  (+/- 3 meters HH1 GPS) 
 PU0441
 PU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2311202379(NAD 83)
 PU0441
 PU0441                          SUPERSEDED SURVEY CONTROL
 PU0441
 PU0441  NGVD 29 (??/??/92)  817.865  (m)         2683.28   (f) ADJ UNCH    2 0
 PU0441
 PU0441.Superseded values are not recommended for survey control.
 PU0441
 PU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0441.See file dsdata.pdf to determine how the superseded data were derived.
 PU0441
 PU0441_MARKER: DB = BENCH MARK DISK
 PU0441_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0441+WITH SETTING: INFORMATION.
 PU0441_STAMPING: B 378 1962
 PU0441_MARK LOGO: CGS
 PU0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0441_ROD/PIPE-DEPTH: 2.4 meters
 PU0441
 PU0441  HISTORY     - Date     Condition        Report By
 PU0441  HISTORY     - 1962     MONUMENTED       CGS
 PU0441
 PU0441                          STATION DESCRIPTION
 PU0441
 PU0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0441'1 MI S FROM CREIGHTON.
 PU0441'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0441'SERVICE STATION AT CREIGHTON, 0.1 MILE EAST OF A FARMHOUSE, 136
 PU0441'FEET SOUTHEAST OF THE CENTER LINE OF A CURVE IN THE ROAD, 38 FEET
 PU0441'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 5.0 FEET NORTH OF A
 PU0441'FENCE CORNER, 1.0 FEET WEST OF A FENCE, 2.0 FEET NORTHEAST OF A
 PU0441'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 PU0441'AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO A
 PU0441'DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 PU0441'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0543 ***********************************************************************
 PU0543  DESIGNATION -  B 379
 PU0543  PID         -  PU0543
 PU0543  STATE/COUNTY-  SD/PENNINGTON
 PU0543  COUNTRY     -  US
 PU0543  USGS QUAD   -  LAKE HILL (2017)
 PU0543
 PU0543                         *CURRENT SURVEY CONTROL
 PU0543  ______________________________________________________________________
 PU0543* NAD 83(1986) POSITION- 44 06 36.     (N) 102 08 51.     (W)   SCALED
 PU0543* NAVD 88 ORTHO HEIGHT -   886.644 (meters)     2908.93  (feet) ADJUSTED
 PU0543  ______________________________________________________________________
 PU0543  GEOID HEIGHT    -        -19.315 (meters)                     GEOID18
 PU0543  DYNAMIC HEIGHT  -        886.385 (meters)     2908.08  (feet) COMP
 PU0543  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 PU0543
 PU0543  VERT ORDER      -  SECOND    CLASS 0
 PU0543
 PU0543.The horizontal coordinates were scaled from a map and have
 PU0543.an estimated accuracy of +/- 6 seconds.
 PU0543
 PU0543.The orthometric height was determined by differential leveling and
 PU0543.adjusted by the NATIONAL GEODETIC SURVEY
 PU0543.in June 1991.
 PU0543
 PU0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0543.GEOID18 height accuracy estimate available here.
 PU0543
 PU0543.Click photographs - Photos may exist for this station.
 PU0543
 PU0543.The dynamic height is computed by dividing the NAVD 88
 PU0543.geopotential number by the normal gravity value computed on the
 PU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0543.degrees latitude (g = 980.6199 gals.).
 PU0543
 PU0543.The modeled gravity was interpolated from observed gravity values.
 PU0543
 PU0543;                    North         East    Units  Estimated Accuracy
 PU0543;SPC SD S     -   198,960.      454,780.      MT  (+/- 180 meters Scaled)
 PU0543
 PU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ282880(NAD 83)
 PU0543
 PU0543                          SUPERSEDED SURVEY CONTROL
 PU0543
 PU0543  NGVD 29 (??/??/92)  886.192  (m)         2907.45   (f) ADJ UNCH    2 0
 PU0543
 PU0543.Superseded values are not recommended for survey control.
 PU0543
 PU0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0543.See file dsdata.pdf to determine how the superseded data were derived.
 PU0543
 PU0543_MARKER: DB = BENCH MARK DISK
 PU0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0543_STAMPING: B 379 1962
 PU0543_MARK LOGO: CGS
 PU0543_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0543+STABILITY: SURFACE MOTION
 PU0543
 PU0543  HISTORY     - Date     Condition        Report By
 PU0543  HISTORY     - 1962     MONUMENTED       CGS
 PU0543
 PU0543                          STATION DESCRIPTION
 PU0543
 PU0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0543'9.8 MI N FROM QUINN.
 PU0543'ABOUT 8.7 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE
 PU0543'AT QUINN, THENCE 1.05 MILES WEST ALONG A GRAVELED ROAD, OR ABOUT
 PU0543'6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE AT
 PU0543'WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 PU0543'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 PU0543'GRAVELED ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU0543'65 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF THE
 PU0543'GRAVELED ROAD AND A NORTH-SOUTH TRACK ROAD, 25 FEET EAST OF THE
 PU0543'CENTER LINE OF THE TRACK ROAD, 21 FEET SOUTH OF A FENCE CORNER
 PU0543'POST, 19 1/2 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A FENCE,
 PU0543'1.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU0543'WITH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0543'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0152 ***********************************************************************
 OS0152  DESIGNATION -  B 38
 OS0152  PID         -  OS0152
 OS0152  STATE/COUNTY-  SD/MELLETTE
 OS0152  COUNTRY     -  US
 OS0152  USGS QUAD   -  MISSION NW (2017)
 OS0152
 OS0152                         *CURRENT SURVEY CONTROL
 OS0152  ______________________________________________________________________
 OS0152* NAD 83(1986) POSITION- 43 24 08.     (N) 100 43 18.     (W)   SCALED
 OS0152* NAVD 88 ORTHO HEIGHT -   770.138 (meters)     2526.69  (feet) ADJUSTED
 OS0152  ______________________________________________________________________
 OS0152  GEOID HEIGHT    -        -23.489 (meters)                     GEOID18
 OS0152  DYNAMIC HEIGHT  -        769.843 (meters)     2525.73  (feet) COMP
 OS0152  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 OS0152
 OS0152  VERT ORDER      -  FIRST     CLASS II
 OS0152
 OS0152.The horizontal coordinates were scaled from a map and have
 OS0152.an estimated accuracy of +/- 6 seconds.
 OS0152
 OS0152.The orthometric height was determined by differential leveling and
 OS0152.adjusted by the NATIONAL GEODETIC SURVEY
 OS0152.in June 1991.
 OS0152
 OS0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0152.GEOID18 height accuracy estimate available here.
 OS0152
 OS0152.Click photographs - Photos may exist for this station.
 OS0152
 OS0152.The dynamic height is computed by dividing the NAVD 88
 OS0152.geopotential number by the normal gravity value computed on the
 OS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0152.degrees latitude (g = 980.6199 gals.).
 OS0152
 OS0152.The modeled gravity was interpolated from observed gravity values.
 OS0152
 OS0152;                    North         East    Units  Estimated Accuracy
 OS0152;SPC SD S     -   118,820.      568,550.      MT  (+/- 180 meters Scaled)
 OS0152
 OS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP605069(NAD 83)
 OS0152
 OS0152                          SUPERSEDED SURVEY CONTROL
 OS0152
 OS0152  NGVD 29 (??/??/92)  769.746  (m)         2525.41   (f) ADJ UNCH    1 2
 OS0152
 OS0152.Superseded values are not recommended for survey control.
 OS0152
 OS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0152.See file dsdata.pdf to determine how the superseded data were derived.
 OS0152
 OS0152_MARKER: DB = BENCH MARK DISK
 OS0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0152_STAMPING: B 38 1933
 OS0152_MARK LOGO: CGS
 OS0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0152+STABILITY: SURFACE MOTION
 OS0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0152+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0152
 OS0152  HISTORY     - Date     Condition        Report By
 OS0152  HISTORY     - 1933     MONUMENTED       CGS
 OS0152  HISTORY     - 1941     GOOD             CGS
 OS0152  HISTORY     - 19920721 GOOD             NGS
 OS0152
 OS0152                          STATION DESCRIPTION
 OS0152
 OS0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0152'10.8 MI N FROM MISSION.
 OS0152'IN MELLETTE COUNTY, ABOUT 10-3/4 MILES NORTH ALONG U.S. HIGHWAY
 OS0152'83 FROM MISSION, TODD COUNTY, ABOUT 1 MILE NORTH OF A CREEK,
 OS0152'ABOUT 1/4 MILE SOUTH OF A CHURCH AT THE TOP OF A LONG GRADE
 OS0152'LEADING TO A BRIDGE, ABOUT 100 YARDS NORTH OF THE NORTH END OF
 OS0152'A GUARD FENCE, ABOUT 17 YARDS NORTHEAST OF THE CENTER LINE OF THE
 OS0152'HIGHWAY, AND ABOUT 3 YARDS NORTHEAST OF THE EDGE OF A CUT.  A
 OS0152'STANDARD DISK, STAMPED B 38 1933 AND SET IN THE TOP OF A CONCRETE
 OS0152'POST.
 OS0152
 OS0152                          STATION RECOVERY (1941)
 OS0152
 OS0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OS0152'RECOVERED IN GOOD CONDITION.
 OS0152
 OS0152                          STATION RECOVERY (1992)
 OS0152
 OS0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0152'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0152'IN WHITE RIVER, THENCE 19.0 KM (11.80 MI) SOUTHERLY ALONG U.S.
 OS0152'HIGHWAY 83, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A TRACK ROAD,
 OS0152'THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG A ROAD (ABANDONED), NEAR
 OS0152'THE TOP OF A HIGHWAY CUT, 18.5 M (60.7 FT) NORTHEAST OF THE CENTER OF
 OS0152'THE ROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 OS0152'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0801 ***********************************************************************
 PT0801  DESIGNATION -  B 380
 PT0801  PID         -  PT0801
 PT0801  STATE/COUNTY-  SD/HAAKON
 PT0801  COUNTRY     -  US
 PT0801  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0801
 PT0801                         *CURRENT SURVEY CONTROL
 PT0801  ______________________________________________________________________
 PT0801* NAD 83(1986) POSITION- 44 06 39.     (N) 101 53 14.     (W)   SCALED
 PT0801* NAVD 88 ORTHO HEIGHT -   725.054 (meters)     2378.78  (feet) ADJUSTED
 PT0801  ______________________________________________________________________
 PT0801  GEOID HEIGHT    -        -20.275 (meters)                     GEOID18
 PT0801  DYNAMIC HEIGHT  -        724.843 (meters)     2378.09  (feet) COMP
 PT0801  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 PT0801
 PT0801  VERT ORDER      -  SECOND    CLASS 0
 PT0801
 PT0801.The horizontal coordinates were scaled from a map and have
 PT0801.an estimated accuracy of +/- 6 seconds.
 PT0801
 PT0801.The orthometric height was determined by differential leveling and
 PT0801.adjusted by the NATIONAL GEODETIC SURVEY
 PT0801.in June 1991.
 PT0801
 PT0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0801.GEOID18 height accuracy estimate available here.
 PT0801
 PT0801.Click photographs - Photos may exist for this station.
 PT0801
 PT0801.The dynamic height is computed by dividing the NAVD 88
 PT0801.geopotential number by the normal gravity value computed on the
 PT0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0801.degrees latitude (g = 980.6199 gals.).
 PT0801
 PT0801.The modeled gravity was interpolated from observed gravity values.
 PT0801
 PT0801;                    North         East    Units  Estimated Accuracy
 PT0801;SPC SD S     -   198,630.      475,620.      MT  (+/- 180 meters Scaled)
 PT0801
 PT0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP689882(NAD 83)
 PT0801
 PT0801                          SUPERSEDED SURVEY CONTROL
 PT0801
 PT0801  NGVD 29 (??/??/92)  724.596  (m)         2377.28   (f) ADJ UNCH    2 0
 PT0801
 PT0801.Superseded values are not recommended for survey control.
 PT0801
 PT0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0801.See file dsdata.pdf to determine how the superseded data were derived.
 PT0801
 PT0801_MARKER: DB = BENCH MARK DISK
 PT0801_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0801_STAMPING: B 380 1962
 PT0801_MARK LOGO: CGS
 PT0801_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0801_ROD/PIPE-DEPTH: 3.4 meters
 PT0801
 PT0801  HISTORY     - Date     Condition        Report By
 PT0801  HISTORY     - 1962     MONUMENTED       CGS
 PT0801
 PT0801                          STATION DESCRIPTION
 PT0801
 PT0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0801'14.6 MI S FROM HILLAND.
 PT0801'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0801'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0801'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0801'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST
 PT0801'ALONG A GRAVELED ROAD, OR 8.7 MILES NORTH ALONG AN ASPHALT
 PT0801'ROAD FROM THE POST OFFICE AT QUINN, THENCE 12.3 MILES EAST
 PT0801'ALONG A GRAVELED ROAD, 62 FEET NORTH OF THE CENTER LINE OF THE
 PT0801'ROAD, 11 FEET NORTHEAST OF A POWER POLE BRACED BY A GUY WIRE,
 PT0801'29 FEET WEST OF THE CENTER OF A WIRE GATE, 19.7 FEET NORTH OF A
 PT0801'FENCE CORNER, 0.7 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A
 PT0801'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 PT0801'OF A 5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF
 PT0801'11.0 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0501 ***********************************************************************
 PU0501  DESIGNATION -  B 381
 PU0501  PID         -  PU0501
 PU0501  STATE/COUNTY-  SD/PENNINGTON
 PU0501  COUNTRY     -  US
 PU0501  USGS QUAD   -  WASTA NE (2017)
 PU0501
 PU0501                         *CURRENT SURVEY CONTROL
 PU0501  ______________________________________________________________________
 PU0501* NAD 83(1986) POSITION- 44 09 26.     (N) 102 20 53.     (W)   SCALED
 PU0501* NAVD 88 ORTHO HEIGHT -   817.110 (meters)     2680.80  (feet) ADJUSTED
 PU0501  ______________________________________________________________________
 PU0501  GEOID HEIGHT    -        -18.841 (meters)                     GEOID18
 PU0501  DYNAMIC HEIGHT  -        816.880 (meters)     2680.05  (feet) COMP
 PU0501  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 PU0501
 PU0501  VERT ORDER      -  SECOND    CLASS 0
 PU0501
 PU0501.The horizontal coordinates were scaled from a map and have
 PU0501.an estimated accuracy of +/- 6 seconds.
 PU0501
 PU0501.The orthometric height was determined by differential leveling and
 PU0501.adjusted by the NATIONAL GEODETIC SURVEY
 PU0501.in June 1991.
 PU0501
 PU0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0501.GEOID18 height accuracy estimate available here.
 PU0501
 PU0501.Click photographs - Photos may exist for this station.
 PU0501
 PU0501.The dynamic height is computed by dividing the NAVD 88
 PU0501.geopotential number by the normal gravity value computed on the
 PU0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0501.degrees latitude (g = 980.6199 gals.).
 PU0501
 PU0501.The modeled gravity was interpolated from observed gravity values.
 PU0501
 PU0501;                    North         East    Units  Estimated Accuracy
 PU0501;SPC SD S     -   204,580.      438,860.      MT  (+/- 180 meters Scaled)
 PU0501
 PU0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ120927(NAD 83)
 PU0501
 PU0501                          SUPERSEDED SURVEY CONTROL
 PU0501
 PU0501  NGVD 29 (??/??/92)  816.660  (m)         2679.33   (f) ADJ UNCH    2 0
 PU0501
 PU0501.Superseded values are not recommended for survey control.
 PU0501
 PU0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0501.See file dsdata.pdf to determine how the superseded data were derived.
 PU0501
 PU0501_MARKER: DB = BENCH MARK DISK
 PU0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0501_STAMPING: B 381 1962
 PU0501_MARK LOGO: CGS
 PU0501_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0501+STABILITY: SURFACE MOTION
 PU0501
 PU0501  HISTORY     - Date     Condition        Report By
 PU0501  HISTORY     - 1962     MONUMENTED       CGS
 PU0501
 PU0501                          STATION DESCRIPTION
 PU0501
 PU0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0501'17.5 MI NW FROM WALL.
 PU0501'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0501'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0501'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 PU0501'MILES WEST ALONG A TRACK ROAD, THENCE 7.0 MILES NORTHWEST ALONG A
 PU0501'GRAVELED ROAD, IN SECTION 5, T 2 N, R 15 E, MIDWAY BETWEEN TWO
 PU0501'CURVES IN THE ROAD, 119 FEET NORTHEAST OF AND ACROSS THE ROAD
 PU0501'FROM A POWER POLE, 90 FEET NORTH OF A CORNER FENCE POST, 83 FEET
 PU0501'NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE
 PU0501'CENTER LINE OF A TRAIL ROAD, 1 FOOT WEST OF A FENCE, 1.3 FEET
 PU0501'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 PU0501'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PU0501'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0103 ***********************************************************************
 OT0103  DESIGNATION -  B 382
 OT0103  PID         -  OT0103
 OT0103  STATE/COUNTY-  SD/PENNINGTON
 OT0103  COUNTRY     -  US
 OT0103  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0103
 OT0103                         *CURRENT SURVEY CONTROL
 OT0103  ______________________________________________________________________
 OT0103* NAD 83(1986) POSITION- 43 54 24.     (N) 102 20 20.     (W)   SCALED
 OT0103* NAVD 88 ORTHO HEIGHT -   906.233 (meters)     2973.20  (feet) ADJUSTED
 OT0103  ______________________________________________________________________
 OT0103  GEOID HEIGHT    -        -18.716 (meters)                     GEOID18
 OT0103  DYNAMIC HEIGHT  -        905.943 (meters)     2972.25  (feet) COMP
 OT0103  MODELED GRAVITY -    980,267.8   (mgal)                       NAVD 88
 OT0103
 OT0103  VERT ORDER      -  SECOND    CLASS 0
 OT0103
 OT0103.The horizontal coordinates were scaled from a map and have
 OT0103.an estimated accuracy of +/- 6 seconds.
 OT0103
 OT0103.The orthometric height was determined by differential leveling and
 OT0103.adjusted by the NATIONAL GEODETIC SURVEY
 OT0103.in June 1991.
 OT0103
 OT0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0103.GEOID18 height accuracy estimate available here.
 OT0103
 OT0103.Click photographs - Photos may exist for this station.
 OT0103
 OT0103.The dynamic height is computed by dividing the NAVD 88
 OT0103.geopotential number by the normal gravity value computed on the
 OT0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0103.degrees latitude (g = 980.6199 gals.).
 OT0103
 OT0103.The modeled gravity was interpolated from observed gravity values.
 OT0103
 OT0103;                    North         East    Units  Estimated Accuracy
 OT0103;SPC SD S     -   176,730.      438,920.      MT  (+/- 180 meters Scaled)
 OT0103
 OT0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136649(NAD 83)
 OT0103
 OT0103                          SUPERSEDED SURVEY CONTROL
 OT0103
 OT0103  NGVD 29 (??/??/92)  905.772  (m)         2971.69   (f) ADJ UNCH    2 0
 OT0103
 OT0103.Superseded values are not recommended for survey control.
 OT0103
 OT0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0103.See file dsdata.pdf to determine how the superseded data were derived.
 OT0103
 OT0103_MARKER: DB = BENCH MARK DISK
 OT0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0103_STAMPING: B 382 1962
 OT0103_MARK LOGO: CGS
 OT0103_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0103+STABILITY: SURFACE MOTION
 OT0103
 OT0103  HISTORY     - Date     Condition        Report By
 OT0103  HISTORY     - 1962     MONUMENTED       CGS
 OT0103  HISTORY     - 20160913 GOOD             USPSQD
 OT0103
 OT0103                          STATION DESCRIPTION
 OT0103
 OT0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0103'15.2 MI SW FROM WALL.
 OT0103'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0103'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0103'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 6.65 MILES
 OT0103'NORTHWEST ALONG A GRAVELED ROAD IN SECTION 5, T 2 S, R 15 E,
 OT0103'79 FEET SOUTHEAST OF THE CENTER LINE + OF A ROAD JUNCTION WITH
 OT0103'A GRAVELED ROAD LEADING NORTH, 71 FEET SOUTHEAST OF THE SOUTH
 OT0103'END OF A CONCRETE AND WOODEN SIGN BOARD, 39 FEET SOUTH OF THE
 OT0103'CENTER LINE OF THE GRAVELED ROAD, ON THE SOUTH END OF A BENCH
 OT0103'OVERLOOKING THE BADLANDS TO THE SOUTH, 4.2 FEET SOUTHWEST OF A
 OT0103'CORNER POST, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 OT0103'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OT0103'PROJECTING 6-INCHES.
 OT0103
 OT0103                          STATION RECOVERY (2016)
 OT0103
 OT0103'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0103'NO WITNESS POST, NO BENCH.  MARK IS 33 FT (10.1 M) SOUTH-SOUTHWEST OF
 OT0103'SOUTH GATE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0824 ***********************************************************************
 PT0824  DESIGNATION -  B 383
 PT0824  PID         -  PT0824
 PT0824  STATE/COUNTY-  SD/HAAKON
 PT0824  COUNTRY     -  US
 PT0824  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0824
 PT0824                         *CURRENT SURVEY CONTROL
 PT0824  ______________________________________________________________________
 PT0824* NAD 83(1986) POSITION- 44 13 35.     (N) 101 50 50.     (W)   SCALED
 PT0824* NAVD 88 ORTHO HEIGHT -   794.900 (meters)     2607.93  (feet) ADJUSTED
 PT0824  ______________________________________________________________________
 PT0824  GEOID HEIGHT    -        -20.379 (meters)                     GEOID18
 PT0824  DYNAMIC HEIGHT  -        794.674 (meters)     2607.19  (feet) COMP
 PT0824  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 PT0824
 PT0824  VERT ORDER      -  SECOND    CLASS 0
 PT0824
 PT0824.The horizontal coordinates were scaled from a map and have
 PT0824.an estimated accuracy of +/- 6 seconds.
 PT0824
 PT0824.The orthometric height was determined by differential leveling and
 PT0824.adjusted by the NATIONAL GEODETIC SURVEY
 PT0824.in June 1991.
 PT0824
 PT0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0824.GEOID18 height accuracy estimate available here.
 PT0824
 PT0824.Click photographs - Photos may exist for this station.
 PT0824
 PT0824.The dynamic height is computed by dividing the NAVD 88
 PT0824.geopotential number by the normal gravity value computed on the
 PT0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0824.degrees latitude (g = 980.6199 gals.).
 PT0824
 PT0824.The modeled gravity was interpolated from observed gravity values.
 PT0824
 PT0824;                    North         East    Units  Estimated Accuracy
 PT0824;SPC SD S     -   211,410.      479,050.      MT  (+/- 180 meters Scaled)
 PT0824
 PT0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ725009(NAD 83)
 PT0824
 PT0824                          SUPERSEDED SURVEY CONTROL
 PT0824
 PT0824  NGVD 29 (??/??/92)  794.437  (m)         2606.42   (f) ADJ UNCH    2 0
 PT0824
 PT0824.Superseded values are not recommended for survey control.
 PT0824
 PT0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0824.See file dsdata.pdf to determine how the superseded data were derived.
 PT0824
 PT0824_MARKER: DB = BENCH MARK DISK
 PT0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0824_STAMPING: B 383 1962
 PT0824_MARK LOGO: CGS
 PT0824_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0824+STABILITY: SURFACE MOTION
 PT0824
 PT0824  HISTORY     - Date     Condition        Report By
 PT0824  HISTORY     - 1962     MONUMENTED       CGS
 PT0824
 PT0824                          STATION DESCRIPTION
 PT0824
 PT0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0824'4.5 MI S FROM HILLAND.
 PT0824'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0824'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0824'ROAD, THENCE 2.45 MILES SOUTH ALONG A GRADED DIRT ROAD, IN
 PT0824'SECTION 16, T 3 N, R 19 E, AT A JUNCTION OF THE GRADED DIRT ROAD
 PT0824'AND A TRAIL ROAD LEADING EAST, 66 FEET EAST OF THE CENTER LINE
 PT0824'OF THE GRADED DIRT ROAD, 35 FEET SOUTH OF THE CENTER LINE OF
 PT0824'THE TRAIL ROAD, 23 FEET NORTHEAST OF A BRACE POLE FOR A POWER
 PT0824'LINE, 1.5 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS
 PT0824'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0824'POST PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0562 ***********************************************************************
 PU0562  DESIGNATION -  B 384
 PU0562  PID         -  PU0562
 PU0562  STATE/COUNTY-  SD/PENNINGTON
 PU0562  COUNTRY     -  US
 PU0562  USGS QUAD   -  PEDRO SE (2017)
 PU0562
 PU0562                         *CURRENT SURVEY CONTROL
 PU0562  ______________________________________________________________________
 PU0562* NAD 83(1986) POSITION- 44 16 54.     (N) 102 02 43.     (W)   SCALED
 PU0562* NAVD 88 ORTHO HEIGHT -   852.612 (meters)     2797.28  (feet) ADJUSTED
 PU0562  ______________________________________________________________________
 PU0562  GEOID HEIGHT    -        -19.778 (meters)                     GEOID18
 PU0562  DYNAMIC HEIGHT  -        852.369 (meters)     2796.48  (feet) COMP
 PU0562  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 PU0562
 PU0562  VERT ORDER      -  SECOND    CLASS 0
 PU0562
 PU0562.The horizontal coordinates were scaled from a map and have
 PU0562.an estimated accuracy of +/- 6 seconds.
 PU0562
 PU0562.The orthometric height was determined by differential leveling and
 PU0562.adjusted by the NATIONAL GEODETIC SURVEY
 PU0562.in June 1991.
 PU0562
 PU0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0562.GEOID18 height accuracy estimate available here.
 PU0562
 PU0562.Click photographs - Photos may exist for this station.
 PU0562
 PU0562.The dynamic height is computed by dividing the NAVD 88
 PU0562.geopotential number by the normal gravity value computed on the
 PU0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0562.degrees latitude (g = 980.6199 gals.).
 PU0562
 PU0562.The modeled gravity was interpolated from observed gravity values.
 PU0562
 PU0562;                    North         East    Units  Estimated Accuracy
 PU0562;SPC SD S     -   217,860.      463,360.      MT  (+/- 180 meters Scaled)
 PU0562
 PU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK357074(NAD 83)
 PU0562
 PU0562                          SUPERSEDED SURVEY CONTROL
 PU0562
 PU0562  NGVD 29 (??/??/92)  852.146  (m)         2795.75   (f) ADJ UNCH    2 0
 PU0562
 PU0562.Superseded values are not recommended for survey control.
 PU0562
 PU0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0562.See file dsdata.pdf to determine how the superseded data were derived.
 PU0562
 PU0562_MARKER: DB = BENCH MARK DISK
 PU0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0562_STAMPING: B 384 1962
 PU0562_MARK LOGO: CGS
 PU0562_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0562+STABILITY: SURFACE MOTION
 PU0562
 PU0562  HISTORY     - Date     Condition        Report By
 PU0562  HISTORY     - 1962     MONUMENTED       CGS
 PU0562
 PU0562                          STATION DESCRIPTION
 PU0562
 PU0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0562'13.2 MI W FROM HILLAND.
 PU0562'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0562'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0562'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED ROAD, THENCE 0.2 MILE
 PU0562'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0562'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0562'THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, 33 FEET WEST OF
 PU0562'THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A POWER POLE,
 PU0562'3 FEET SOUTH OF A FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST,
 PU0562'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0562'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0127 ***********************************************************************
 OT0127  DESIGNATION -  B 385 RESET
 OT0127  PID         -  OT0127
 OT0127  STATE/COUNTY-  SD/PENNINGTON
 OT0127  COUNTRY     -  US
 OT0127  USGS QUAD   -  WALL (2017)
 OT0127
 OT0127                         *CURRENT SURVEY CONTROL
 OT0127  ______________________________________________________________________
 OT0127* NAD 83(1986) POSITION- 43 56 12.     (N) 102 09 01.     (W)   SCALED
 OT0127* NAVD 88 ORTHO HEIGHT -   815.698 (meters)     2676.17  (feet) ADJUSTED
 OT0127  ______________________________________________________________________
 OT0127  GEOID HEIGHT    -        -19.310 (meters)                     GEOID18
 OT0127  DYNAMIC HEIGHT  -        815.448 (meters)     2675.35  (feet) COMP
 OT0127  MODELED GRAVITY -    980,285.2   (mgal)                       NAVD 88
 OT0127
 OT0127  VERT ORDER      -  FIRST     CLASS II
 OT0127
 OT0127.The horizontal coordinates were scaled from a map and have
 OT0127.an estimated accuracy of +/- 6 seconds.
 OT0127
 OT0127.The orthometric height was determined by differential leveling and
 OT0127.adjusted by the NATIONAL GEODETIC SURVEY
 OT0127.in September 1993.
 OT0127
 OT0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0127.GEOID18 height accuracy estimate available here.
 OT0127
 OT0127.Click photographs - Photos may exist for this station.
 OT0127
 OT0127.The dynamic height is computed by dividing the NAVD 88
 OT0127.geopotential number by the normal gravity value computed on the
 OT0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0127.degrees latitude (g = 980.6199 gals.).
 OT0127
 OT0127.The modeled gravity was interpolated from observed gravity values.
 OT0127
 OT0127;                    North         East    Units  Estimated Accuracy
 OT0127;SPC SD S     -   179,710.      454,140.      MT  (+/- 180 meters Scaled)
 OT0127
 OT0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ287687(NAD 83)
 OT0127
 OT0127                          SUPERSEDED SURVEY CONTROL
 OT0127
 OT0127.No superseded survey control is available for this station.
 OT0127
 OT0127_MARKER: DV = VERTICAL CONTROL DISK
 OT0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0127_STAMPING: B 385 RESET 1973
 OT0127_MARK LOGO: NGS
 OT0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0127+STABILITY: SURFACE MOTION
 OT0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0127+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0127
 OT0127  HISTORY     - Date     Condition        Report By
 OT0127  HISTORY     - 1973     MONUMENTED       NGS
 OT0127  HISTORY     - 19910713 GOOD             NGS
 OT0127  HISTORY     - 20070329 GOOD             INDIV
 OT0127  HISTORY     - 20120625 GOOD             INDIV
 OT0127
 OT0127                          STATION DESCRIPTION
 OT0127
 OT0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OT0127'4.9 MI SW FROM QUINN.
 OT0127'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0127'IN QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, TO A SIDE
 OT0127'ROAD SOUTH, TURN LEFT AND GO SOUTH ON THE GRADED ROAD 3.4 MILE
 OT0127'THENCE WEST 0.6 MILE TO INTERSTATE HIGHWAY 90 AND THE MARK ON
 OT0127'THE RIGHT, ABOUT 150 YARDS EAST OF I-90, 36 FEET NORTH OF THE
 OT0127'CENTER OF THE COUNTY ROAD, 6 FOOT NORTHWEST OF AN ANGLING FENCE
 OT0127'CORNER, 1.4 FEET WEST OF A METAL WITNESS POST, IN THE FENCE
 OT0127'LINE, AND SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OT0127'4-INCHES.
 OT0127
 OT0127                          STATION RECOVERY (1991)
 OT0127
 OT0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0127'9.7 KM (6.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0127'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 166.0 M (544.6 FT)
 OT0127'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OT0127'10.9 M (35.8 FT) NORTH OF AND LEVEL WITH THE CENTER OF COUNTY ROAD
 OT0127'T512 (EXIT 116), 1.8 M (5.9 FT) WEST OF A FENCE CORNER, 0.4 M (1.3
 OT0127'FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 OT0127'0.2 M (0.7 FT) SOUTH OF THE FENCE, AND THE MONUMENT IS FLUSH WITH THE
 OT0127'GROUND SURFACE.
 OT0127
 OT0127                          STATION RECOVERY (2007)
 OT0127
 OT0127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (ML)
 OT0127'RECOVERED IN GOOD CONDITION.
 OT0127
 OT0127                          STATION RECOVERY (2012)
 OT0127
 OT0127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0615 ***********************************************************************
 PT0615  DESIGNATION -  B 386
 PT0615  PID         -  PT0615
 PT0615  STATE/COUNTY-  SD/HAAKON
 PT0615  COUNTRY     -  US
 PT0615  USGS QUAD   -  BOWEN RANCH (2017)
 PT0615
 PT0615                         *CURRENT SURVEY CONTROL
 PT0615  ______________________________________________________________________
 PT0615* NAD 83(1986) POSITION- 44 00 43.49   (N) 101 45 12.38   (W)   HD_HELD1
 PT0615* NAVD 88 ORTHO HEIGHT -   698.865 (meters)     2292.86  (feet) ADJUSTED
 PT0615  ______________________________________________________________________
 PT0615  GEOID HEIGHT    -        -20.787 (meters)                     GEOID18
 PT0615  DYNAMIC HEIGHT  -        698.661 (meters)     2292.19  (feet) COMP
 PT0615  MODELED GRAVITY -    980,303.2   (mgal)                       NAVD 88
 PT0615
 PT0615  VERT ORDER      -  SECOND    CLASS 0
 PT0615
 PT0615.The horizontal coordinates were determined by differentially corrected
 PT0615.hand held GPS observations or other comparable positioning techniques
 PT0615.and have an estimated accuracy of +/- 3 meters.
 PT0615
 PT0615.The orthometric height was determined by differential leveling and
 PT0615.adjusted by the NATIONAL GEODETIC SURVEY
 PT0615.in June 1991.
 PT0615
 PT0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0615.GEOID18 height accuracy estimate available here.
 PT0615
 PT0615.Click photographs - Photos may exist for this station.
 PT0615
 PT0615.The dynamic height is computed by dividing the NAVD 88
 PT0615.geopotential number by the normal gravity value computed on the
 PT0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0615.degrees latitude (g = 980.6199 gals.).
 PT0615
 PT0615.The modeled gravity was interpolated from observed gravity values.
 PT0615
 PT0615;                    North         East    Units  Estimated Accuracy
 PT0615;SPC SD S     -   187,470.6     486,135.3     MT  (+/- 3 meters HH1 GPS) 
 PT0615
 PT0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7928776900(NAD 83)
 PT0615
 PT0615                          SUPERSEDED SURVEY CONTROL
 PT0615
 PT0615  NGVD 29 (??/??/92)  698.417  (m)         2291.39   (f) ADJ UNCH    2 0
 PT0615
 PT0615.Superseded values are not recommended for survey control.
 PT0615
 PT0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0615.See file dsdata.pdf to determine how the superseded data were derived.
 PT0615
 PT0615_MARKER: DB = BENCH MARK DISK
 PT0615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0615_STAMPING: B 386 1962
 PT0615_MARK LOGO: CGS
 PT0615_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0615_ROD/PIPE-DEPTH: 4.9 meters
 PT0615
 PT0615  HISTORY     - Date     Condition        Report By
 PT0615  HISTORY     - 1962     MONUMENTED       CGS
 PT0615
 PT0615                          STATION DESCRIPTION
 PT0615
 PT0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0615'5.3 MI SW FROM PHILIP.
 PT0615'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0615'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0615'ALONG WEST PINE STREET, THENCE 4.3 MILES SOUTHWEST ALONG U.S.
 PT0615'HIGHWAY 14, IN SECTION 30, T 1 N, R 20 E, ABOUT 74 FEET SOUTHEAST
 PT0615'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF THE CENTER
 PT0615'OF A WIRE GATE, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 1.1 FEET
 PT0615'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 PT0615'AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD WHICH IS DRIVEN
 PT0615'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 PT0615'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0549 ***********************************************************************
 OS0549  DESIGNATION -  B 387
 OS0549  PID         -  OS0549
 OS0549  STATE/COUNTY-  SD/JACKSON
 OS0549  COUNTRY     -  US
 OS0549  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0549
 OS0549                         *CURRENT SURVEY CONTROL
 OS0549  ______________________________________________________________________
 OS0549* NAD 83(1986) POSITION- 43 51 01.     (N) 101 48 00.     (W)   SCALED
 OS0549* NAVD 88 ORTHO HEIGHT -   766.339 (meters)     2514.23  (feet) ADJUSTED
 OS0549  ______________________________________________________________________
 OS0549  GEOID HEIGHT    -        -20.528 (meters)                     GEOID18
 OS0549  DYNAMIC HEIGHT  -        766.099 (meters)     2513.44  (feet) COMP
 OS0549  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 OS0549
 OS0549  VERT ORDER      -  FIRST     CLASS II
 OS0549
 OS0549.The horizontal coordinates were scaled from a map and have
 OS0549.an estimated accuracy of +/- 6 seconds.
 OS0549
 OS0549.The orthometric height was determined by differential leveling and
 OS0549.adjusted by the NATIONAL GEODETIC SURVEY
 OS0549.in June 1991.
 OS0549
 OS0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0549.GEOID18 height accuracy estimate available here.
 OS0549
 OS0549.Click photographs - Photos may exist for this station.
 OS0549
 OS0549.The dynamic height is computed by dividing the NAVD 88
 OS0549.geopotential number by the normal gravity value computed on the
 OS0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0549.degrees latitude (g = 980.6199 gals.).
 OS0549
 OS0549.The modeled gravity was interpolated from observed gravity values.
 OS0549
 OS0549;                    North         East    Units  Estimated Accuracy
 OS0549;SPC SD S     -   169,560.      482,090.      MT  (+/- 180 meters Scaled)
 OS0549
 OS0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP749590(NAD 83)
 OS0549
 OS0549                          SUPERSEDED SURVEY CONTROL
 OS0549
 OS0549  NGVD 29 (??/??/92)  765.889  (m)         2512.75   (f) ADJ UNCH    1 2
 OS0549
 OS0549.Superseded values are not recommended for survey control.
 OS0549
 OS0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0549.See file dsdata.pdf to determine how the superseded data were derived.
 OS0549
 OS0549_MARKER: DB = BENCH MARK DISK
 OS0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0549_STAMPING: B 387 1962
 OS0549_MARK LOGO: CGS
 OS0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0549+STABILITY: SURFACE MOTION
 OS0549
 OS0549  HISTORY     - Date     Condition        Report By
 OS0549  HISTORY     - 1962     MONUMENTED       CGS
 OS0549  HISTORY     - 1985     GOOD             NGS
 OS0549
 OS0549                          STATION DESCRIPTION
 OS0549
 OS0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0549'16.2 MI W FROM KADOKA.
 OS0549'ABOUT 0.5 MILES NORTH ALONG MAIN STREET FROM CHICAGO, MILWAUKEE,
 OS0549'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 7.7
 OS0549'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0549'THENCE 7.0 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40,
 OS0549'THENCE 1.0 MILES NORTH ALONG A GRAVELED ROAD, 55 FEET EAST OF THE
 OS0549'CENTER LINE OF THE ROAD, 3 1/2 FEET NORTH OF A POWER POLE, 1.7
 OS0549'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 OS0549'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 OS0549
 OS0549                          STATION RECOVERY (1985)
 OS0549
 OS0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0549'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 OS0549'HIGHWAYS 40 AN 16 ARE NOW BUSINESS 90 AND SOUTH I-90 FRONTAGE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0166 ***********************************************************************
 OT0166  DESIGNATION -  B 388 RESET
 OT0166  PID         -  OT0166
 OT0166  STATE/COUNTY-  SD/PENNINGTON
 OT0166  COUNTRY     -  US
 OT0166  USGS QUAD   -  WALL NE (2017)
 OT0166
 OT0166                         *CURRENT SURVEY CONTROL
 OT0166  ______________________________________________________________________
 OT0166* NAD 83(1986) POSITION- 43 54 37.     (N) 102 03 32.     (W)   SCALED
 OT0166* NAVD 88 ORTHO HEIGHT -   798.07  (meters)     2618.3   (feet) RESET
 OT0166  ______________________________________________________________________
 OT0166  GEOID HEIGHT    -        -19.622 (meters)                     GEOID18
 OT0166  VERT ORDER      -  THIRD
 OT0166
 OT0166.The horizontal coordinates were scaled from a map and have
 OT0166.an estimated accuracy of +/- 6 seconds.
 OT0166
 OT0166.The orthometric height was computed from unverified reset data.
 OT0166
 OT0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0166.GEOID18 height accuracy estimate available here.
 OT0166
 OT0166.Click photographs - Photos may exist for this station.
 OT0166
 OT0166;                    North         East    Units  Estimated Accuracy
 OT0166;SPC SD S     -   176,630.      461,410.      MT  (+/- 180 meters Scaled)
 OT0166
 OT0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ361661(NAD 83)
 OT0166
 OT0166                          SUPERSEDED SURVEY CONTROL
 OT0166
 OT0166.No superseded survey control is available for this station.
 OT0166
 OT0166_MARKER: DV = VERTICAL CONTROL DISK
 OT0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0166_STAMPING: B 388 RESET 1973
 OT0166_MARK LOGO: NGS
 OT0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0166+STABILITY: SURFACE MOTION
 OT0166
 OT0166  HISTORY     - Date     Condition        Report By
 OT0166  HISTORY     - 1973     MONUMENTED       SDHD
 OT0166  HISTORY     - 1973     GOOD             NGS
 OT0166
 OT0166                          STATION DESCRIPTION
 OT0166
 OT0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OT0166'8.4 MI SE FROM QUINN.
 OT0166'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OT0166'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, TO THE
 OT0166'JUNCTION WITH COUNTY ROAD 512 LEADING SOUTH, THENCE 5.9 MILES
 OT0166'SOUTH ON COUNTY ROAD 512, IN THE NORTHEAST CORNER OF THE
 OT0166'INTERSECTION WITH INTERSTATE HIGHWAY 90, 445 FEET NORTH OF THE
 OT0166'CENTER OF I-90, ABOUT 150 FEET EAST OF THE CENTER OF COUNTY
 OT0166'ROAD 512, 26 FEET SOUTHWEST OF A POWER POLE WITH 2-GUY WIRE
 OT0166'ANCHOR, SET 5 FEET APART, 1.5 FEET NORTH OF THE SOUTH GUY WIRE
 OT0166'ANCHOR, 1.4 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE
 OT0166'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0760 ***********************************************************************
 PT0760  DESIGNATION -  B 389
 PT0760  PID         -  PT0760
 PT0760  STATE/COUNTY-  SD/HAAKON
 PT0760  COUNTRY     -  US
 PT0760  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0760
 PT0760                         *CURRENT SURVEY CONTROL
 PT0760  ______________________________________________________________________
 PT0760* NAD 83(1986) POSITION- 44 02 19.     (N) 101 53 14.     (W)   SCALED
 PT0760* NAVD 88 ORTHO HEIGHT -   756.432 (meters)     2481.73  (feet) ADJUSTED
 PT0760  ______________________________________________________________________
 PT0760  GEOID HEIGHT    -        -20.286 (meters)                     GEOID18
 PT0760  DYNAMIC HEIGHT  -        756.205 (meters)     2480.98  (feet) COMP
 PT0760  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 PT0760
 PT0760  VERT ORDER      -  SECOND    CLASS 0
 PT0760
 PT0760.The horizontal coordinates were scaled from a map and have
 PT0760.an estimated accuracy of +/- 6 seconds.
 PT0760
 PT0760.The orthometric height was determined by differential leveling and
 PT0760.adjusted by the NATIONAL GEODETIC SURVEY
 PT0760.in June 1991.
 PT0760
 PT0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0760.GEOID18 height accuracy estimate available here.
 PT0760
 PT0760.Click photographs - Photos may exist for this station.
 PT0760
 PT0760.The dynamic height is computed by dividing the NAVD 88
 PT0760.geopotential number by the normal gravity value computed on the
 PT0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0760.degrees latitude (g = 980.6199 gals.).
 PT0760
 PT0760.The modeled gravity was interpolated from observed gravity values.
 PT0760
 PT0760;                    North         East    Units  Estimated Accuracy
 PT0760;SPC SD S     -   190,610.      475,470.      MT  (+/- 180 meters Scaled)
 PT0760
 PT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP686802(NAD 83)
 PT0760
 PT0760                          SUPERSEDED SURVEY CONTROL
 PT0760
 PT0760  NGVD 29 (??/??/92)  755.975  (m)         2480.23   (f) ADJ UNCH    2 0
 PT0760
 PT0760.Superseded values are not recommended for survey control.
 PT0760
 PT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0760.See file dsdata.pdf to determine how the superseded data were derived.
 PT0760
 PT0760_MARKER: DB = BENCH MARK DISK
 PT0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0760_STAMPING: B 389 1962
 PT0760_MARK LOGO: CGS
 PT0760_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0760+STABILITY: SURFACE MOTION
 PT0760
 PT0760  HISTORY     - Date     Condition        Report By
 PT0760  HISTORY     - 1962     MONUMENTED       CGS
 PT0760
 PT0760                          STATION DESCRIPTION
 PT0760
 PT0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0760'5.8 MI N FROM COTTONWOOD.
 PT0760'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE
 PT0760'AT COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0760'IN SECTION 18, T 1 N, R 19 E, 0.3 MILE NORTH OF A GROVE OF TREES
 PT0760'ON THE EAST SIDE OF THE ROAD, AT THE NORTH BREAK IN A CURVE WITH
 PT0760'A DIRT ROAD LEADING EAST, 129 1/2 FEET SOUTHWEST OF A POWER
 PT0760'POLE, 36 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD,
 PT0760'1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS
 PT0760'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PT0760'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0316 ***********************************************************************
 QT0316  DESIGNATION -  B 390
 QT0316  PID         -  QT0316
 QT0316  STATE/COUNTY-  SD/BUTTE
 QT0316  COUNTRY     -  US
 QT0316  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0316
 QT0316                         *CURRENT SURVEY CONTROL
 QT0316  ______________________________________________________________________
 QT0316* NAD 83(1986) POSITION- 45 00 59.     (N) 103 52 42.     (W)   SCALED
 QT0316* NAVD 88 ORTHO HEIGHT -   966.121 (meters)     3169.68  (feet) ADJUSTED
 QT0316  ______________________________________________________________________
 QT0316  GEOID HEIGHT    -        -15.858 (meters)                     GEOID18
 QT0316  DYNAMIC HEIGHT  -        965.868 (meters)     3168.85  (feet) COMP
 QT0316  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 QT0316
 QT0316  VERT ORDER      -  SECOND    CLASS 0
 QT0316
 QT0316.The horizontal coordinates were scaled from a map and have
 QT0316.an estimated accuracy of +/- 6 seconds.
 QT0316
 QT0316.The orthometric height was determined by differential leveling and
 QT0316.adjusted by the NATIONAL GEODETIC SURVEY
 QT0316.in June 1991.
 QT0316
 QT0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0316.GEOID18 height accuracy estimate available here.
 QT0316
 QT0316.Click photographs - Photos may exist for this station.
 QT0316
 QT0316.The dynamic height is computed by dividing the NAVD 88
 QT0316.geopotential number by the normal gravity value computed on the
 QT0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0316.degrees latitude (g = 980.6199 gals.).
 QT0316
 QT0316.The modeled gravity was interpolated from observed gravity values.
 QT0316
 QT0316;                    North         East    Units  Estimated Accuracy
 QT0316;SPC SD N     -   138,790.      294,430.      MT  (+/- 180 meters Scaled)
 QT0316
 QT0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK883853(NAD 83)
 QT0316
 QT0316                          SUPERSEDED SURVEY CONTROL
 QT0316
 QT0316  NGVD 29 (??/??/92)  965.625  (m)         3168.05   (f) ADJ UNCH    2 0
 QT0316
 QT0316.Superseded values are not recommended for survey control.
 QT0316
 QT0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0316.See file dsdata.pdf to determine how the superseded data were derived.
 QT0316
 QT0316_MARKER: DB = BENCH MARK DISK
 QT0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0316_STAMPING: B 390 1962
 QT0316_MARK LOGO: CGS
 QT0316_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0316+STABILITY: SURFACE MOTION
 QT0316
 QT0316  HISTORY     - Date     Condition        Report By
 QT0316  HISTORY     - 1962     MONUMENTED       CGS
 QT0316
 QT0316                          STATION DESCRIPTION
 QT0316
 QT0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0316'25.2 MI N FROM BELLE FOURCHE.
 QT0316'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0316'AND NORTH WESTERN RAILWAY STATION AT BELL FOURCHE, THENCE 12.75
 QT0316'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 9, T 12 N. R 2 E,
 QT0316'66 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 86 FEET NORTH
 QT0316'OF THE CENTER LINE OF A JUNCTION OF ROADS, 63 FEET NORTHWEST OF
 QT0316'CENTER OF WIRE GATE, 2 FEET SOUTHWEST OF A FENCE, 2.0 FEET
 QT0316'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 QT0316'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0057 ***********************************************************************
 PU0057  DESIGNATION -  B 391
 PU0057  PID         -  PU0057
 PU0057  STATE/COUNTY-  SD/MEADE
 PU0057  COUNTRY     -  US
 PU0057  USGS QUAD   -  OPAL EAST SE (2017)
 PU0057
 PU0057                         *CURRENT SURVEY CONTROL
 PU0057  ______________________________________________________________________
 PU0057* NAD 83(1986) POSITION- 44 49 13.     (N) 102 17 23.     (W)   SCALED
 PU0057* NAVD 88 ORTHO HEIGHT -   775.927 (meters)     2545.69  (feet) ADJUSTED
 PU0057  ______________________________________________________________________
 PU0057  GEOID HEIGHT    -        -19.033 (meters)                     GEOID18
 PU0057  DYNAMIC HEIGHT  -        775.754 (meters)     2545.12  (feet) COMP
 PU0057  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 PU0057
 PU0057  VERT ORDER      -  SECOND    CLASS 0
 PU0057
 PU0057.The horizontal coordinates were scaled from a map and have
 PU0057.an estimated accuracy of +/- 6 seconds.
 PU0057
 PU0057.The orthometric height was determined by differential leveling and
 PU0057.adjusted by the NATIONAL GEODETIC SURVEY
 PU0057.in June 1991.
 PU0057
 PU0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0057.GEOID18 height accuracy estimate available here.
 PU0057
 PU0057.Click photographs - Photos may exist for this station.
 PU0057
 PU0057.The dynamic height is computed by dividing the NAVD 88
 PU0057.geopotential number by the normal gravity value computed on the
 PU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0057.degrees latitude (g = 980.6199 gals.).
 PU0057
 PU0057.The modeled gravity was interpolated from observed gravity values.
 PU0057
 PU0057;                    North         East    Units  Estimated Accuracy
 PU0057;SPC SD N     -   112,230.      418,930.      MT  (+/- 180 meters Scaled)
 PU0057
 PU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK142665(NAD 83)
 PU0057
 PU0057                          SUPERSEDED SURVEY CONTROL
 PU0057
 PU0057  NGVD 29 (??/??/92)  775.468  (m)         2544.18   (f) ADJ UNCH    2 0
 PU0057
 PU0057.Superseded values are not recommended for survey control.
 PU0057
 PU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0057.See file dsdata.pdf to determine how the superseded data were derived.
 PU0057
 PU0057_MARKER: DB = BENCH MARK DISK
 PU0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0057_STAMPING: B 391 1963
 PU0057_MARK LOGO: CGS
 PU0057_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0057+STABILITY: SURFACE MOTION
 PU0057
 PU0057  HISTORY     - Date     Condition        Report By
 PU0057  HISTORY     - 1963     MONUMENTED       CGS
 PU0057
 PU0057                          STATION DESCRIPTION
 PU0057
 PU0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0057'15 MI SE FROM OPAL.
 PU0057'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0057'OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0057'THENCE 8.15 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 15,
 PU0057'T 10 N, R 15 E, THENCE 8.15 MILES EAST ALONG A GRAVELED ROAD, IN
 PU0057'SECTION 15, T 10 N, R 15 E, 41 FEET NORTH OF THE CENTER LINE OF THE
 PU0057'ROAD, 93 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, 1.5
 PU0057'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU0057'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0022 ***********************************************************************
 PU0022  DESIGNATION -  B 392
 PU0022  PID         -  PU0022
 PU0022  STATE/COUNTY-  SD/MEADE
 PU0022  COUNTRY     -  US
 PU0022  USGS QUAD   -  WHITE OWL NW (2017)
 PU0022
 PU0022                         *CURRENT SURVEY CONTROL
 PU0022  ______________________________________________________________________
 PU0022* NAD 83(1986) POSITION- 44 43 09.     (N) 102 29 30.     (W)   SCALED
 PU0022* NAVD 88 ORTHO HEIGHT -   832.992 (meters)     2732.91  (feet) ADJUSTED
 PU0022  ______________________________________________________________________
 PU0022  GEOID HEIGHT    -        -18.514 (meters)                     GEOID18
 PU0022  DYNAMIC HEIGHT  -        832.795 (meters)     2732.26  (feet) COMP
 PU0022  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 PU0022
 PU0022  VERT ORDER      -  SECOND    CLASS 0
 PU0022
 PU0022.The horizontal coordinates were scaled from a map and have
 PU0022.an estimated accuracy of +/- 6 seconds.
 PU0022
 PU0022.The orthometric height was determined by differential leveling and
 PU0022.adjusted by the NATIONAL GEODETIC SURVEY
 PU0022.in June 1991.
 PU0022
 PU0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0022.GEOID18 height accuracy estimate available here.
 PU0022
 PU0022.Click photographs - Photos may exist for this station.
 PU0022
 PU0022.The dynamic height is computed by dividing the NAVD 88
 PU0022.geopotential number by the normal gravity value computed on the
 PU0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0022.degrees latitude (g = 980.6199 gals.).
 PU0022
 PU0022.The modeled gravity was interpolated from observed gravity values.
 PU0022
 PU0022;                    North         East    Units  Estimated Accuracy
 PU0022;SPC SD N     -   101,470.      402,620.      MT  (+/- 180 meters Scaled)
 PU0022
 PU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK986548(NAD 83)
 PU0022
 PU0022                          SUPERSEDED SURVEY CONTROL
 PU0022
 PU0022  NGVD 29 (??/??/92)  832.532  (m)         2731.40   (f) ADJ UNCH    2 0
 PU0022
 PU0022.Superseded values are not recommended for survey control.
 PU0022
 PU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0022.See file dsdata.pdf to determine how the superseded data were derived.
 PU0022
 PU0022_MARKER: DB = BENCH MARK DISK
 PU0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0022_STAMPING: B 392 1963
 PU0022_MARK LOGO: CGS
 PU0022_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0022+STABILITY: SURFACE MOTION
 PU0022
 PU0022  HISTORY     - Date     Condition        Report By
 PU0022  HISTORY     - 1963     MONUMENTED       CGS
 PU0022
 PU0022                          STATION DESCRIPTION
 PU0022
 PU0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0022'4.7 MI NE FROM RED OWL.
 PU0022'ABOUT 1.7 MILES NORTH ALONG A GRAVELD ROAD FROM THE STORE AND
 PU0022'POST OFFICE AT RED OWL, THENCE 3.0 MILES EAST ALONG A GRAVELED
 PU0022'ROAD, AT A JUNCTION OF CROSS ROADS, IN SECTION 24, T 9 N, R 13 E,
 PU0022'61 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 25 FEET
 PU0022'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 11 FEET NORTH
 PU0022'OF THE CENTER OF A WIRE GATE AND ENTRANCE TO A PASTURE, 2 FEET
 PU0022'WEST OF A FENCE, 1.6 FEET NORTH OF A METAL WITNES POST, ABOUT
 PU0022'3 FEET BELOW THE LEVEL OF THE MAIN ROAD, AND SET IN THE TOP
 PU0022'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0081 ***********************************************************************
 QT0081  DESIGNATION -  B 393
 QT0081  PID         -  QT0081
 QT0081  STATE/COUNTY-  SD/MEADE
 QT0081  COUNTRY     -  US
 QT0081  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0081
 QT0081                         *CURRENT SURVEY CONTROL
 QT0081  ______________________________________________________________________
 QT0081* NAD 83(1986) POSITION- 45 00 08.     (N) 102 22 05.     (W)   SCALED
 QT0081* NAVD 88 ORTHO HEIGHT -   852.653 (meters)     2797.41  (feet) ADJUSTED
 QT0081  ______________________________________________________________________
 QT0081  GEOID HEIGHT    -        -18.613 (meters)                     GEOID18
 QT0081  DYNAMIC HEIGHT  -        852.476 (meters)     2796.83  (feet) COMP
 QT0081  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 QT0081
 QT0081  VERT ORDER      -  SECOND    CLASS 0
 QT0081
 QT0081.The horizontal coordinates were scaled from a map and have
 QT0081.an estimated accuracy of +/- 6 seconds.
 QT0081
 QT0081.The orthometric height was determined by differential leveling and
 QT0081.adjusted by the NATIONAL GEODETIC SURVEY
 QT0081.in June 1991.
 QT0081
 QT0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0081.GEOID18 height accuracy estimate available here.
 QT0081
 QT0081.Click photographs - Photos may exist for this station.
 QT0081
 QT0081.The dynamic height is computed by dividing the NAVD 88
 QT0081.geopotential number by the normal gravity value computed on the
 QT0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0081.degrees latitude (g = 980.6199 gals.).
 QT0081
 QT0081.The modeled gravity was interpolated from observed gravity values.
 QT0081
 QT0081;                    North         East    Units  Estimated Accuracy
 QT0081;SPC SD N     -   132,620.      413,330.      MT  (+/- 180 meters Scaled)
 QT0081
 QT0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK074865(NAD 83)
 QT0081
 QT0081                          SUPERSEDED SURVEY CONTROL
 QT0081
 QT0081  NGVD 29 (??/??/92)  852.188  (m)         2795.89   (f) ADJ UNCH    2 0
 QT0081
 QT0081.Superseded values are not recommended for survey control.
 QT0081
 QT0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0081.See file dsdata.pdf to determine how the superseded data were derived.
 QT0081
 QT0081_MARKER: DB = BENCH MARK DISK
 QT0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0081_STAMPING: B 393 1963
 QT0081_MARK LOGO: CGS
 QT0081_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0081
 QT0081  HISTORY     - Date     Condition        Report By
 QT0081  HISTORY     - 1963     MONUMENTED       CGS
 QT0081
 QT0081                          STATION DESCRIPTION
 QT0081
 QT0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0081'12.6 MI E FROM MAURINE.
 QT0081'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0081'MAURINE, THENCE 11.85 MILES EAST-SOUTHEAST ALONG A DIRT ROAD,
 QT0081'FORMERLY U.S. HIGHWAY 212, ON THE NORTH SIDE OF THE ROAD, AT A
 QT0081'CURVE NEAR A CANYON AND AT THE CREST OF A SMALL HILL, IN SECTION
 QT0081'14, T 12 N, R 15 E, 300 FEET SOUTH OF A SECTION LINE FENCE, 37
 QT0081'FEET NORTH OF THE CENTER LINE OF THE ROAD, 85 FEET NORTH OF THE
 QT0081'NORTH EDGE OF THE CANYON, 0.8 FEET WEST OF A METAL WITNESS POST,
 QT0081'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 QT0081'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AND ENCASED
 QT0081'IN A 6-INCH TILE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0224 ***********************************************************************
 PU0224  DESIGNATION -  B 394
 PU0224  PID         -  PU0224
 PU0224  STATE/COUNTY-  SD/MEADE
 PU0224  COUNTRY     -  US
 PU0224  USGS QUAD   -  REED DAM (2017)
 PU0224
 PU0224                         *CURRENT SURVEY CONTROL
 PU0224  ______________________________________________________________________
 PU0224* NAD 83(1986) POSITION- 44 50 58.     (N) 102 11 18.     (W)   SCALED
 PU0224* NAVD 88 ORTHO HEIGHT -   746.502 (meters)     2449.15  (feet) ADJUSTED
 PU0224  ______________________________________________________________________
 PU0224  GEOID HEIGHT    -        -19.292 (meters)                     GEOID18
 PU0224  DYNAMIC HEIGHT  -        746.341 (meters)     2448.62  (feet) COMP
 PU0224  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 PU0224
 PU0224  VERT ORDER      -  SECOND    CLASS 0
 PU0224
 PU0224.The horizontal coordinates were scaled from a map and have
 PU0224.an estimated accuracy of +/- 6 seconds.
 PU0224
 PU0224.The orthometric height was determined by differential leveling and
 PU0224.adjusted by the NATIONAL GEODETIC SURVEY
 PU0224.in June 1991.
 PU0224
 PU0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0224.GEOID18 height accuracy estimate available here.
 PU0224
 PU0224.Click photographs - Photos may exist for this station.
 PU0224
 PU0224.The dynamic height is computed by dividing the NAVD 88
 PU0224.geopotential number by the normal gravity value computed on the
 PU0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0224.degrees latitude (g = 980.6199 gals.).
 PU0224
 PU0224.The modeled gravity was interpolated from observed gravity values.
 PU0224
 PU0224;                    North         East    Units  Estimated Accuracy
 PU0224;SPC SD N     -   115,250.      427,040.      MT  (+/- 180 meters Scaled)
 PU0224
 PU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK221700(NAD 83)
 PU0224
 PU0224                          SUPERSEDED SURVEY CONTROL
 PU0224
 PU0224  NGVD 29 (??/??/92)  746.043  (m)         2447.64   (f) ADJ UNCH    2 0
 PU0224
 PU0224.Superseded values are not recommended for survey control.
 PU0224
 PU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0224.See file dsdata.pdf to determine how the superseded data were derived.
 PU0224
 PU0224_MARKER: DB = BENCH MARK DISK
 PU0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0224_STAMPING: B 394 1963
 PU0224_MARK LOGO: CGS
 PU0224_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0224+STABILITY: SURFACE MOTION
 PU0224
 PU0224  HISTORY     - Date     Condition        Report By
 PU0224  HISTORY     - 1963     MONUMENTED       CGS
 PU0224
 PU0224                          STATION DESCRIPTION
 PU0224
 PU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0224'19.3 MI SW FROM FAITH.
 PU0224'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0224'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0224'12.05 MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 7.25 MILES WEST
 PU0224'ALONG A GRADED DIRT ROAD, OR ABOUT 3.8 MILES EAST ALONG A
 PU0224'GRAVELED ROAD FROM THE STORE AND POST OFFICE AT OPAL, THENCE
 PU0224'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 8.0 MILE EAST
 PU0224'ALONG A GRAVELED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 PU0224'ROAD, THENCE 3.05 MILES EAST ALONG A GRADED DIRT ROAD, 45 FEET
 PU0224'NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF THE CENTER
 PU0224'OF A GATE, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL
 PU0224'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU0224'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0061 ***********************************************************************
 PU0061  DESIGNATION -  B 395
 PU0061  PID         -  PU0061
 PU0061  STATE/COUNTY-  SD/MEADE
 PU0061  COUNTRY     -  US
 PU0061  USGS QUAD   -  OPAL EAST (2017)
 PU0061
 PU0061                         *CURRENT SURVEY CONTROL
 PU0061  ______________________________________________________________________
 PU0061* NAD 83(1986) POSITION- 44 54 24.     (N) 102 23 25.     (W)   SCALED
 PU0061* NAVD 88 ORTHO HEIGHT -   800.775 (meters)     2627.21  (feet) ADJUSTED
 PU0061  ______________________________________________________________________
 PU0061  GEOID HEIGHT    -        -18.649 (meters)                     GEOID18
 PU0061  DYNAMIC HEIGHT  -        800.602 (meters)     2626.64  (feet) COMP
 PU0061  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 PU0061
 PU0061  VERT ORDER      -  SECOND    CLASS 0
 PU0061
 PU0061.The horizontal coordinates were scaled from a map and have
 PU0061.an estimated accuracy of +/- 6 seconds.
 PU0061
 PU0061.The orthometric height was determined by differential leveling and
 PU0061.adjusted by the NATIONAL GEODETIC SURVEY
 PU0061.in June 1991.
 PU0061
 PU0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0061.GEOID18 height accuracy estimate available here.
 PU0061
 PU0061.Click photographs - Photos may exist for this station.
 PU0061
 PU0061.The dynamic height is computed by dividing the NAVD 88
 PU0061.geopotential number by the normal gravity value computed on the
 PU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0061.degrees latitude (g = 980.6199 gals.).
 PU0061
 PU0061.The modeled gravity was interpolated from observed gravity values.
 PU0061
 PU0061;                    North         East    Units  Estimated Accuracy
 PU0061;SPC SD N     -   122,060.      411,270.      MT  (+/- 180 meters Scaled)
 PU0061
 PU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK060758(NAD 83)
 PU0061
 PU0061                          SUPERSEDED SURVEY CONTROL
 PU0061
 PU0061  NGVD 29 (??/??/92)  800.314  (m)         2625.70   (f) ADJ UNCH    2 0
 PU0061
 PU0061.Superseded values are not recommended for survey control.
 PU0061
 PU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0061.See file dsdata.pdf to determine how the superseded data were derived.
 PU0061
 PU0061_MARKER: DB = BENCH MARK DISK
 PU0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0061_STAMPING: B 395 1963
 PU0061_MARK LOGO: CGS
 PU0061_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0061+STABILITY: SURFACE MOTION
 PU0061
 PU0061  HISTORY     - Date     Condition        Report By
 PU0061  HISTORY     - 1963     MONUMENTED       CGS
 PU0061
 PU0061                          STATION DESCRIPTION
 PU0061
 PU0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0061'5.8 MI E FROM OPAL.
 PU0061'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0061'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0061'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 61 FEET SOUTHEAST OF
 PU0061'THE CENTER LINE OF A ROAD JUNCTION, 59 FEET EAST OF THE CENTER OF
 PU0061'A GATE, 47 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD,
 PU0061'5 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH
 PU0061'OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 PU0061'1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0061'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0346 ***********************************************************************
 OT0346  DESIGNATION -  B 396
 OT0346  PID         -  OT0346
 OT0346  STATE/COUNTY-  SD/CUSTER
 OT0346  COUNTRY     -  US
 OT0346  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0346
 OT0346                         *CURRENT SURVEY CONTROL
 OT0346  ______________________________________________________________________
 OT0346* NAD 83(1986) POSITION- 43 30 21.     (N) 103 18 32.     (W)   SCALED
 OT0346* NAVD 88 ORTHO HEIGHT -  1006.164 (meters)     3301.06  (feet) ADJUSTED
 OT0346  ______________________________________________________________________
 OT0346  GEOID HEIGHT    -        -16.053 (meters)                     GEOID18
 OT0346  DYNAMIC HEIGHT  -       1005.764 (meters)     3299.74  (feet) COMP
 OT0346  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 OT0346
 OT0346  VERT ORDER      -  FIRST     CLASS II
 OT0346
 OT0346.The horizontal coordinates were scaled from a map and have
 OT0346.an estimated accuracy of +/- 6 seconds.
 OT0346
 OT0346.The orthometric height was determined by differential leveling and
 OT0346.adjusted by the NATIONAL GEODETIC SURVEY
 OT0346.in June 1991.
 OT0346
 OT0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0346.GEOID18 height accuracy estimate available here.
 OT0346
 OT0346.Click photographs - Photos may exist for this station.
 OT0346
 OT0346.The dynamic height is computed by dividing the NAVD 88
 OT0346.geopotential number by the normal gravity value computed on the
 OT0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0346.degrees latitude (g = 980.6199 gals.).
 OT0346
 OT0346.The modeled gravity was interpolated from observed gravity values.
 OT0346
 OT0346;                    North         East    Units  Estimated Accuracy
 OT0346;SPC SD S     -   134,560.      359,440.      MT  (+/- 180 meters Scaled)
 OT0346
 OT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ367183(NAD 83)
 OT0346
 OT0346                          SUPERSEDED SURVEY CONTROL
 OT0346
 OT0346  NGVD 29 (??/??/92) 1005.680  (m)         3299.47   (f) ADJ UNCH    1 2
 OT0346
 OT0346.Superseded values are not recommended for survey control.
 OT0346
 OT0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0346.See file dsdata.pdf to determine how the superseded data were derived.
 OT0346
 OT0346_MARKER: DB = BENCH MARK DISK
 OT0346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0346_SP_SET: CULVERT HEADWALL
 OT0346_STAMPING: B 396 1963
 OT0346_MARK LOGO: CGS
 OT0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0346+STABILITY: SURFACE MOTION
 OT0346
 OT0346  HISTORY     - Date     Condition        Report By
 OT0346  HISTORY     - 1963     MONUMENTED       CGS
 OT0346
 OT0346                          STATION DESCRIPTION
 OT0346
 OT0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0346'1.2 MI N FROM BUFFALO GAP.
 OT0346'ABOUT 0.1 MILES EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0346'BANK AT BUFFALO GAP, THENCE 1.05 MILES NORTH ALONG THE CHICAGO
 OT0346'AND NORTH WESTERN RAILWAY, 9 1/2 POLES SOUTH OF MILE POST 52,
 OT0346'IN SECTION 20, T 6 S, R 7 E, IN THE NORTH END OF A CULVERT, 14
 OT0346'FEET WEST OF THE WEST RAIL, ABOUT LEVEL WITH THE RAILS, AND SET
 OT0346'IN THE TOP OF THE NORTH END OF THE WEST STONE HEADWALL OF AN
 OT0346'ARCHED CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0536 ***********************************************************************
 OT0536  DESIGNATION -  B 397
 OT0536  PID         -  OT0536
 OT0536  STATE/COUNTY-  SD/FALL RIVER
 OT0536  COUNTRY     -  US
 OT0536  USGS QUAD   -  EDGEMONT (2017)
 OT0536
 OT0536                         *CURRENT SURVEY CONTROL
 OT0536  ______________________________________________________________________
 OT0536* NAD 83(1986) POSITION- 43 20 42.     (N) 103 46 28.     (W)   SCALED
 OT0536* NAVD 88 ORTHO HEIGHT -  1076.448 (meters)     3531.65  (feet) ADJUSTED
 OT0536  ______________________________________________________________________
 OT0536  GEOID HEIGHT    -        -15.015 (meters)                     GEOID18
 OT0536  DYNAMIC HEIGHT  -       1075.995 (meters)     3530.16  (feet) COMP
 OT0536  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 OT0536
 OT0536  VERT ORDER      -  FIRST     CLASS II
 OT0536
 OT0536.The horizontal coordinates were scaled from a map and have
 OT0536.an estimated accuracy of +/- 6 seconds.
 OT0536
 OT0536.The orthometric height was determined by differential leveling and
 OT0536.adjusted by the NATIONAL GEODETIC SURVEY
 OT0536.in June 1991.
 OT0536
 OT0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0536.GEOID18 height accuracy estimate available here.
 OT0536
 OT0536.Click photographs - Photos may exist for this station.
 OT0536
 OT0536.The dynamic height is computed by dividing the NAVD 88
 OT0536.geopotential number by the normal gravity value computed on the
 OT0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0536.degrees latitude (g = 980.6199 gals.).
 OT0536
 OT0536.The modeled gravity was interpolated from observed gravity values.
 OT0536
 OT0536;                    North         East    Units  Estimated Accuracy
 OT0536;SPC SD S     -   118,170.      321,090.      MT  (+/- 180 meters Scaled)
 OT0536
 OT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH993998(NAD 83)
 OT0536
 OT0536                          SUPERSEDED SURVEY CONTROL
 OT0536
 OT0536  NGVD 29 (??/??/92) 1075.896  (m)         3529.84   (f) ADJ UNCH    1 2
 OT0536
 OT0536.Superseded values are not recommended for survey control.
 OT0536
 OT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0536.See file dsdata.pdf to determine how the superseded data were derived.
 OT0536
 OT0536_MARKER: DB = BENCH MARK DISK
 OT0536_SETTING: 66 = SET IN ROCK OUTCROP
 OT0536_STAMPING: B 397 1963
 OT0536_MARK LOGO: CGS
 OT0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0536+STABILITY: POSITION/ELEVATION WELL
 OT0536
 OT0536  HISTORY     - Date     Condition        Report By
 OT0536  HISTORY     - 1963     MONUMENTED       CGS
 OT0536  HISTORY     - 1985     GOOD             NGS
 OT0536
 OT0536                          STATION DESCRIPTION
 OT0536
 OT0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0536'4.2 MI NE FROM EDGEMONT.
 OT0536'ABOUT 4.2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0536'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 21,
 OT0536'T 8 S, R 3 E, ON THE OUTSIDE OF A LARGE CURVE IN THE RAILROAD,
 OT0536'6 1/2 POLES NORTHEAST OF MILEPOST 4, 119 FEET NORTH OF THE NORTH
 OT0536'RAIL, 73 FEET NORTH OF A FENCE, 85.2 FEET NORTH-NORTHEAST OF A
 OT0536'METAL WITNESS POST, 8 FEET BELOW THE LEVEL OF THE RAIL, AND SET
 OT0536'IN THE TOP OF A LARGE ROCK OUTCROP.
 OT0536
 OT0536                          STATION RECOVERY (1985)
 OT0536
 OT0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0402 ***********************************************************************
 PU0402  DESIGNATION -  B 4 S
 PU0402  PID         -  PU0402
 PU0402  STATE/COUNTY-  SD/PENNINGTON
 PU0402  COUNTRY     -  US
 PU0402  USGS QUAD   -  LAKE HILL (2017)
 PU0402
 PU0402                         *CURRENT SURVEY CONTROL
 PU0402  ______________________________________________________________________
 PU0402* NAD 83(1986) POSITION- 44 04 32.     (N) 102 10 03.     (W)   SCALED
 PU0402* NAVD 88 ORTHO HEIGHT -   876.576 (meters)     2875.90  (feet) ADJUSTED
 PU0402  ______________________________________________________________________
 PU0402  GEOID HEIGHT    -        -19.241 (meters)                     GEOID18
 PU0402  DYNAMIC HEIGHT  -        876.316 (meters)     2875.05  (feet) COMP
 PU0402  MODELED GRAVITY -    980,292.6   (mgal)                       NAVD 88
 PU0402
 PU0402  VERT ORDER      -  SECOND    CLASS 0
 PU0402
 PU0402.The horizontal coordinates were scaled from a map and have
 PU0402.an estimated accuracy of +/- 6 seconds.
 PU0402
 PU0402.The orthometric height was determined by differential leveling and
 PU0402.adjusted by the NATIONAL GEODETIC SURVEY
 PU0402.in June 1991.
 PU0402
 PU0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0402.GEOID18 height accuracy estimate available here.
 PU0402
 PU0402.Click photographs - Photos may exist for this station.
 PU0402
 PU0402.The dynamic height is computed by dividing the NAVD 88
 PU0402.geopotential number by the normal gravity value computed on the
 PU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0402.degrees latitude (g = 980.6199 gals.).
 PU0402
 PU0402.The modeled gravity was interpolated from observed gravity values.
 PU0402
 PU0402;                    North         East    Units  Estimated Accuracy
 PU0402;SPC SD S     -   195,170.      453,100.      MT  (+/- 180 meters Scaled)
 PU0402
 PU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ268841(NAD 83)
 PU0402
 PU0402                          SUPERSEDED SURVEY CONTROL
 PU0402
 PU0402  NGVD 29 (??/??/92)  876.12   (m)         2874.4    (f) COMPUTED    2 0
 PU0402
 PU0402.Superseded values are not recommended for survey control.
 PU0402
 PU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0402.See file dsdata.pdf to determine how the superseded data were derived.
 PU0402
 PU0402_MARKER: DS = TRIANGULATION STATION DISK
 PU0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0402_STAMPING: B 4 S 1961
 PU0402_MARK LOGO: CGS
 PU0402_PROJECTION: FLUSH
 PU0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0402+STABILITY: SURFACE MOTION
 PU0402
 PU0402  HISTORY     - Date     Condition        Report By
 PU0402  HISTORY     - 1961     MONUMENTED       CGS
 PU0402  HISTORY     - 1962     GOOD             CGS
 PU0402
 PU0402                          STATION DESCRIPTION
 PU0402
 PU0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0402'10 MI NE FROM WALL.
 PU0402'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0402'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 0.4
 PU0402'MILE SOUTH ALONG A GRAVELED ROAD, 0.4 MILE SOUTH OF A ROAD
 PU0402'INTERSECTION, 38 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 PU0402'ROAD, 88.3 FEET NORTH OF B 4 S NO 1, 77.6 FEET EAST-NORTHEAST OF
 PU0402'AND ACROSS THE ROAD FROM B 4 S NO 2, 8 FEET NORTHEAST OF A METAL
 PU0402'WITNESS POST, 7 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 PU0402'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0405 ***********************************************************************
 PU0405  DESIGNATION -  B 4 S AZ MK
 PU0405  PID         -  PU0405
 PU0405  STATE/COUNTY-  SD/PENNINGTON
 PU0405  COUNTRY     -  US
 PU0405  USGS QUAD   -  LAKE HILL (2017)
 PU0405
 PU0405                         *CURRENT SURVEY CONTROL
 PU0405  ______________________________________________________________________
 PU0405* NAD 83(1986) POSITION- 44 04 04.     (N) 102 10 03.     (W)   SCALED
 PU0405* NAVD 88 ORTHO HEIGHT -   871.926 (meters)     2860.64  (feet) ADJUSTED
 PU0405  ______________________________________________________________________
 PU0405  GEOID HEIGHT    -        -19.242 (meters)                     GEOID18
 PU0405  DYNAMIC HEIGHT  -        871.668 (meters)     2859.80  (feet) COMP
 PU0405  MODELED GRAVITY -    980,292.3   (mgal)                       NAVD 88
 PU0405
 PU0405  VERT ORDER      -  SECOND    CLASS 0
 PU0405
 PU0405.The horizontal coordinates were scaled from a map and have
 PU0405.an estimated accuracy of +/- 6 seconds.
 PU0405
 PU0405.The orthometric height was determined by differential leveling and
 PU0405.adjusted by the NATIONAL GEODETIC SURVEY
 PU0405.in June 1991.
 PU0405
 PU0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0405.GEOID18 height accuracy estimate available here.
 PU0405
 PU0405.Click photographs - Photos may exist for this station.
 PU0405
 PU0405.The dynamic height is computed by dividing the NAVD 88
 PU0405.geopotential number by the normal gravity value computed on the
 PU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0405.degrees latitude (g = 980.6199 gals.).
 PU0405
 PU0405.The modeled gravity was interpolated from observed gravity values.
 PU0405
 PU0405;                    North         East    Units  Estimated Accuracy
 PU0405;SPC SD S     -   194,310.      453,080.      MT  (+/- 180 meters Scaled)
 PU0405
 PU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ268833(NAD 83)
 PU0405
 PU0405                          SUPERSEDED SURVEY CONTROL
 PU0405
 PU0405  NGVD 29 (??/??/92)  871.47   (m)         2859.1    (f) COMPUTED    2 0
 PU0405
 PU0405.Superseded values are not recommended for survey control.
 PU0405
 PU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0405.See file dsdata.pdf to determine how the superseded data were derived.
 PU0405
 PU0405_MARKER: DZ = AZIMUTH MARK DISK
 PU0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0405_STAMPING: B 4 S 1961
 PU0405_MARK LOGO: CGS
 PU0405_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0405+STABILITY: SURFACE MOTION
 PU0405
 PU0405  HISTORY     - Date     Condition        Report By
 PU0405  HISTORY     - 1961     MONUMENTED       CGS
 PU0405  HISTORY     - 1962     GOOD             CGS
 PU0405
 PU0405                          STATION DESCRIPTION
 PU0405
 PU0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0405'10.5 MI NE FROM WALL.
 PU0405'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0405'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 0.95
 PU0405'MILE SOUTH ALONG A GRAVELED ROAD, 0.3 MILES WEST-NORTHWEST OF A
 PU0405'SET OF FARM BUILDINGS, 33 FEET EAST OF THE CENTER LINE OF THE
 PU0405'ROAD, 26 FEET NORTH OF A FENCE LEADING EAST, 17 FEET NORTH OF THE
 PU0405'CENTER OF A WIRE GATE, 1 FOOT EAST OF A FENCE, 3 FEET NORTH
 PU0405'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PU0405'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0403 ***********************************************************************
 PU0403  DESIGNATION -  B 4 S RM 1
 PU0403  PID         -  PU0403
 PU0403  STATE/COUNTY-  SD/PENNINGTON
 PU0403  COUNTRY     -  US
 PU0403  USGS QUAD   -  LAKE HILL (2017)
 PU0403
 PU0403                         *CURRENT SURVEY CONTROL
 PU0403  ______________________________________________________________________
 PU0403* NAD 83(1986) POSITION- 44 04 31.     (N) 102 10 03.     (W)   SCALED
 PU0403* NAVD 88 ORTHO HEIGHT -   875.985 (meters)     2873.96  (feet) ADJUSTED
 PU0403  ______________________________________________________________________
 PU0403  GEOID HEIGHT    -        -19.241 (meters)                     GEOID18
 PU0403  DYNAMIC HEIGHT  -        875.725 (meters)     2873.11  (feet) COMP
 PU0403  MODELED GRAVITY -    980,292.6   (mgal)                       NAVD 88
 PU0403
 PU0403  VERT ORDER      -  SECOND    CLASS 0
 PU0403
 PU0403.The horizontal coordinates were scaled from a map and have
 PU0403.an estimated accuracy of +/- 6 seconds.
 PU0403
 PU0403.The orthometric height was determined by differential leveling and
 PU0403.adjusted by the NATIONAL GEODETIC SURVEY
 PU0403.in June 1991.
 PU0403
 PU0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0403.GEOID18 height accuracy estimate available here.
 PU0403
 PU0403.Click photographs - Photos may exist for this station.
 PU0403
 PU0403.The dynamic height is computed by dividing the NAVD 88
 PU0403.geopotential number by the normal gravity value computed on the
 PU0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0403.degrees latitude (g = 980.6199 gals.).
 PU0403
 PU0403.The modeled gravity was interpolated from observed gravity values.
 PU0403
 PU0403;                    North         East    Units  Estimated Accuracy
 PU0403;SPC SD S     -   195,140.      453,100.      MT  (+/- 180 meters Scaled)
 PU0403
 PU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ268841(NAD 83)
 PU0403
 PU0403                          SUPERSEDED SURVEY CONTROL
 PU0403
 PU0403  NGVD 29 (??/??/92)  875.53   (m)         2872.5    (f) COMPUTED    2 0
 PU0403
 PU0403.Superseded values are not recommended for survey control.
 PU0403
 PU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0403.See file dsdata.pdf to determine how the superseded data were derived.
 PU0403
 PU0403_MARKER: DR = REFERENCE MARK DISK
 PU0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0403_STAMPING: B 4 S NO 1 1961
 PU0403_MARK LOGO: CGS
 PU0403_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0403+STABILITY: SURFACE MOTION
 PU0403
 PU0403  HISTORY     - Date     Condition        Report By
 PU0403  HISTORY     - 1961     MONUMENTED       CGS
 PU0403  HISTORY     - 1962     GOOD             CGS
 PU0403
 PU0403                          STATION DESCRIPTION
 PU0403
 PU0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0403'10 MI NE FROM WALL.
 PU0403'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0403'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 0.4
 PU0403'MILES SOUTH ALONG A GRAVELED ROAD, 88.3 FEET SOUTH OF B 4 S 1961,
 PU0403'84 FEET SOUTH OF A METAL WITNESS POST, 3.0 FEET EAST OF A FENCE,
 PU0403'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0403'POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0404 ***********************************************************************
 PU0404  DESIGNATION -  B 4 S RM 2
 PU0404  PID         -  PU0404
 PU0404  STATE/COUNTY-  SD/PENNINGTON
 PU0404  COUNTRY     -  US
 PU0404  USGS QUAD   -  LAKE HILL (2017)
 PU0404
 PU0404                         *CURRENT SURVEY CONTROL
 PU0404  ______________________________________________________________________
 PU0404* NAD 83(1986) POSITION- 44 04 31.     (N) 102 10 05.     (W)   SCALED
 PU0404* NAVD 88 ORTHO HEIGHT -   876.099 (meters)     2874.33  (feet) ADJUSTED
 PU0404  ______________________________________________________________________
 PU0404  GEOID HEIGHT    -        -19.239 (meters)                     GEOID18
 PU0404  DYNAMIC HEIGHT  -        875.840 (meters)     2873.49  (feet) COMP
 PU0404  MODELED GRAVITY -    980,292.5   (mgal)                       NAVD 88
 PU0404
 PU0404  VERT ORDER      -  SECOND    CLASS 0
 PU0404
 PU0404.The horizontal coordinates were scaled from a map and have
 PU0404.an estimated accuracy of +/- 6 seconds.
 PU0404
 PU0404.The orthometric height was determined by differential leveling and
 PU0404.adjusted by the NATIONAL GEODETIC SURVEY
 PU0404.in June 1991.
 PU0404
 PU0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0404.GEOID18 height accuracy estimate available here.
 PU0404
 PU0404.Click photographs - Photos may exist for this station.
 PU0404
 PU0404.The dynamic height is computed by dividing the NAVD 88
 PU0404.geopotential number by the normal gravity value computed on the
 PU0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0404.degrees latitude (g = 980.6199 gals.).
 PU0404
 PU0404.The modeled gravity was interpolated from observed gravity values.
 PU0404
 PU0404;                    North         East    Units  Estimated Accuracy
 PU0404;SPC SD S     -   195,140.      453,050.      MT  (+/- 180 meters Scaled)
 PU0404
 PU0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ267841(NAD 83)
 PU0404
 PU0404                          SUPERSEDED SURVEY CONTROL
 PU0404
 PU0404  NGVD 29 (??/??/92)  875.64   (m)         2872.8    (f) COMPUTED    2 0
 PU0404
 PU0404.Superseded values are not recommended for survey control.
 PU0404
 PU0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0404.See file dsdata.pdf to determine how the superseded data were derived.
 PU0404
 PU0404_MARKER: DR = REFERENCE MARK DISK
 PU0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0404_STAMPING: B 4 S NO 2 1961
 PU0404_MARK LOGO: CGS
 PU0404_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0404+STABILITY: SURFACE MOTION
 PU0404
 PU0404  HISTORY     - Date     Condition        Report By
 PU0404  HISTORY     - 1961     MONUMENTED       CGS
 PU0404  HISTORY     - 1962     GOOD             CGS
 PU0404
 PU0404                          STATION DESCRIPTION
 PU0404
 PU0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0404'10 MI NE FROM WALL.
 PU0404'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0404'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 0.4
 PU0404'MILES SOUTH ALONG A GRAVELED ROAD, 37 FEET WEST OF THE CENTER
 PU0404'LINE OF THE GRAVELED ROAD, 77.6 FEET WEST-SOUTHWEST OF B 4 S 1961,
 PU0404'3 FEET NORTH OF A POWER POLE, 1.0 FEET WEST OF A FENCE, ABOUT
 PU0404'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0404'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0406 ***********************************************************************
 PU0406  DESIGNATION -  B 4 T
 PU0406  PID         -  PU0406
 PU0406  STATE/COUNTY-  SD/PENNINGTON
 PU0406  COUNTRY     -  US
 PU0406  USGS QUAD   -  LAKE HILL (2017)
 PU0406
 PU0406                         *CURRENT SURVEY CONTROL
 PU0406  ______________________________________________________________________
 PU0406* NAD 83(1986) POSITION- 44 04 01.     (N) 102 10 19.     (W)   SCALED
 PU0406* NAVD 88 ORTHO HEIGHT -   872.156 (meters)     2861.40  (feet) ADJUSTED
 PU0406  ______________________________________________________________________
 PU0406  GEOID HEIGHT    -        -19.227 (meters)                     GEOID18
 PU0406  DYNAMIC HEIGHT  -        871.897 (meters)     2860.55  (feet) COMP
 PU0406  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 PU0406
 PU0406  VERT ORDER      -  SECOND    CLASS 0
 PU0406
 PU0406.The horizontal coordinates were scaled from a map and have
 PU0406.an estimated accuracy of +/- 6 seconds.
 PU0406
 PU0406.The orthometric height was determined by differential leveling and
 PU0406.adjusted by the NATIONAL GEODETIC SURVEY
 PU0406.in June 1991.
 PU0406
 PU0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0406.GEOID18 height accuracy estimate available here.
 PU0406
 PU0406.Click photographs - Photos may exist for this station.
 PU0406
 PU0406.The dynamic height is computed by dividing the NAVD 88
 PU0406.geopotential number by the normal gravity value computed on the
 PU0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0406.degrees latitude (g = 980.6199 gals.).
 PU0406
 PU0406.The modeled gravity was interpolated from observed gravity values.
 PU0406
 PU0406;                    North         East    Units  Estimated Accuracy
 PU0406;SPC SD S     -   194,220.      452,720.      MT  (+/- 180 meters Scaled)
 PU0406
 PU0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ264831(NAD 83)
 PU0406
 PU0406                          SUPERSEDED SURVEY CONTROL
 PU0406
 PU0406  NGVD 29 (??/??/92)  871.70   (m)         2859.9    (f) COMPUTED    2 0
 PU0406
 PU0406.Superseded values are not recommended for survey control.
 PU0406
 PU0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0406.See file dsdata.pdf to determine how the superseded data were derived.
 PU0406
 PU0406_MARKER: DS = TRIANGULATION STATION DISK
 PU0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0406_STAMPING: B 4 T 1961
 PU0406_MARK LOGO: CGS
 PU0406_PROJECTION: FLUSH
 PU0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0406+STABILITY: SURFACE MOTION
 PU0406
 PU0406  HISTORY     - Date     Condition        Report By
 PU0406  HISTORY     - 1961     MONUMENTED       CGS
 PU0406  HISTORY     - 1962     GOOD             CGS
 PU0406
 PU0406                          STATION DESCRIPTION
 PU0406
 PU0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0406'10.8 MI NE FROM WALL.
 PU0406'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0406'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 0.95
 PU0406'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST-SOUTHWEST
 PU0406'ACROSS A PASTURE, ABOUT 0.2 MILE WEST OF AN ABANDONED SCHOOLHOUSE,
 PU0406'207 FEET NORTH OF AN EAST-WEST FENCE, 60.1 FEET NORTH OF B 4 T NO
 PU0406'2, 57.3 WEST OF B 4 T NO 1, AND SET IN THE TOP OF A CONCRETE
 PU0406'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0407 ***********************************************************************
 PU0407  DESIGNATION -  B 4 T RM 1
 PU0407  PID         -  PU0407
 PU0407  STATE/COUNTY-  SD/PENNINGTON
 PU0407  COUNTRY     -  US
 PU0407  USGS QUAD   -  LAKE HILL (2017)
 PU0407
 PU0407                         *CURRENT SURVEY CONTROL
 PU0407  ______________________________________________________________________
 PU0407* NAD 83(1986) POSITION- 44 04 01.     (N) 102 10 17.     (W)   SCALED
 PU0407* NAVD 88 ORTHO HEIGHT -   872.112 (meters)     2861.25  (feet) ADJUSTED
 PU0407  ______________________________________________________________________
 PU0407  GEOID HEIGHT    -        -19.229 (meters)                     GEOID18
 PU0407  DYNAMIC HEIGHT  -        871.853 (meters)     2860.40  (feet) COMP
 PU0407  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 PU0407
 PU0407  VERT ORDER      -  SECOND    CLASS 0
 PU0407
 PU0407.The horizontal coordinates were scaled from a map and have
 PU0407.an estimated accuracy of +/- 6 seconds.
 PU0407
 PU0407.The orthometric height was determined by differential leveling and
 PU0407.adjusted by the NATIONAL GEODETIC SURVEY
 PU0407.in June 1991.
 PU0407
 PU0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0407.GEOID18 height accuracy estimate available here.
 PU0407
 PU0407.Click photographs - Photos may exist for this station.
 PU0407
 PU0407.The dynamic height is computed by dividing the NAVD 88
 PU0407.geopotential number by the normal gravity value computed on the
 PU0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0407.degrees latitude (g = 980.6199 gals.).
 PU0407
 PU0407.The modeled gravity was interpolated from observed gravity values.
 PU0407
 PU0407;                    North         East    Units  Estimated Accuracy
 PU0407;SPC SD S     -   194,220.      452,760.      MT  (+/- 180 meters Scaled)
 PU0407
 PU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ265831(NAD 83)
 PU0407
 PU0407                          SUPERSEDED SURVEY CONTROL
 PU0407
 PU0407  NGVD 29 (??/??/92)  871.65   (m)         2859.7    (f) COMPUTED    2 0
 PU0407
 PU0407.Superseded values are not recommended for survey control.
 PU0407
 PU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0407.See file dsdata.pdf to determine how the superseded data were derived.
 PU0407
 PU0407_MARKER: DR = REFERENCE MARK DISK
 PU0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0407_STAMPING: B 4 T NO 1 1961
 PU0407_MARK LOGO: CGS
 PU0407_PROJECTION: FLUSH
 PU0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0407+STABILITY: SURFACE MOTION
 PU0407
 PU0407  HISTORY     - Date     Condition        Report By
 PU0407  HISTORY     - 1961     MONUMENTED       CGS
 PU0407  HISTORY     - 1962     GOOD             CGS
 PU0407
 PU0407                          STATION DESCRIPTION
 PU0407
 PU0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0407'10.8 MI NE FROM WALL.
 PU0407'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0407'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 0.95
 PU0407'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST-SOUTHWEST
 PU0407'ACROSS A PASTURE, ABOUT 0.2 MILE WEST OF AN ABANDONED SCHOOLHOUSE,
 PU0407'215 FEET NORTH OF AN EAST-WEST FENCE, 57.3 FEET EAST OF B 4 T
 PU0407'1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 PU0407'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0408 ***********************************************************************
 PU0408  DESIGNATION -  B 4 T RM 2
 PU0408  PID         -  PU0408
 PU0408  STATE/COUNTY-  SD/PENNINGTON
 PU0408  COUNTRY     -  US
 PU0408  USGS QUAD   -  LAKE HILL (2017)
 PU0408
 PU0408                         *CURRENT SURVEY CONTROL
 PU0408  ______________________________________________________________________
 PU0408* NAD 83(1986) POSITION- 44 04 01.     (N) 102 10 18.     (W)   SCALED
 PU0408* NAVD 88 ORTHO HEIGHT -   871.603 (meters)     2859.58  (feet) ADJUSTED
 PU0408  ______________________________________________________________________
 PU0408  GEOID HEIGHT    -        -19.228 (meters)                     GEOID18
 PU0408  DYNAMIC HEIGHT  -        871.344 (meters)     2858.73  (feet) COMP
 PU0408  MODELED GRAVITY -    980,292.0   (mgal)                       NAVD 88
 PU0408
 PU0408  VERT ORDER      -  SECOND    CLASS 0
 PU0408
 PU0408.The horizontal coordinates were scaled from a map and have
 PU0408.an estimated accuracy of +/- 6 seconds.
 PU0408
 PU0408.The orthometric height was determined by differential leveling and
 PU0408.adjusted by the NATIONAL GEODETIC SURVEY
 PU0408.in June 1991.
 PU0408
 PU0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0408.GEOID18 height accuracy estimate available here.
 PU0408
 PU0408.Click photographs - Photos may exist for this station.
 PU0408
 PU0408.The dynamic height is computed by dividing the NAVD 88
 PU0408.geopotential number by the normal gravity value computed on the
 PU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0408.degrees latitude (g = 980.6199 gals.).
 PU0408
 PU0408.The modeled gravity was interpolated from observed gravity values.
 PU0408
 PU0408;                    North         East    Units  Estimated Accuracy
 PU0408;SPC SD S     -   194,220.      452,740.      MT  (+/- 180 meters Scaled)
 PU0408
 PU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ265831(NAD 83)
 PU0408
 PU0408                          SUPERSEDED SURVEY CONTROL
 PU0408
 PU0408  NGVD 29 (??/??/92)  871.14   (m)         2858.1    (f) COMPUTED    2 0
 PU0408
 PU0408.Superseded values are not recommended for survey control.
 PU0408
 PU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0408.See file dsdata.pdf to determine how the superseded data were derived.
 PU0408
 PU0408_MARKER: DR = REFERENCE MARK DISK
 PU0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0408_STAMPING: B 4 T NO 2 1961
 PU0408_MARK LOGO: CGS
 PU0408_PROJECTION: FLUSH
 PU0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0408+STABILITY: SURFACE MOTION
 PU0408
 PU0408  HISTORY     - Date     Condition        Report By
 PU0408  HISTORY     - 1961     MONUMENTED       CGS
 PU0408  HISTORY     - 1962     GOOD             CGS
 PU0408
 PU0408                          STATION DESCRIPTION
 PU0408
 PU0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0408'10.8 MI NE FROM WALL.
 PU0408'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0408'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 0.95
 PU0408'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST-SOUTHWEST
 PU0408'ACROSS A PASTURE, 0.2 MILE WEST OF AN ABANDONED SCHOOLHOUSE, 147
 PU0408'FEET NORTH OF AN EAST-WEST FENCE, 60.1 FEET SOUTH OF B 4 T 1961,
 PU0408'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PU0408'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0845 ***********************************************************************
 PU0845  DESIGNATION -  B 401
 PU0845  PID         -  PU0845
 PU0845  STATE/COUNTY-  SD/MEADE
 PU0845  COUNTRY     -  US
 PU0845  USGS QUAD   -  FAIRPOINT (2017)
 PU0845
 PU0845                         *CURRENT SURVEY CONTROL
 PU0845  ______________________________________________________________________
 PU0845* NAD 83(1986) POSITION- 44 44 54.     (N) 102 49 01.     (W)   SCALED
 PU0845* NAVD 88 ORTHO HEIGHT -   897.946 (meters)     2946.01  (feet) ADJUSTED
 PU0845  ______________________________________________________________________
 PU0845  GEOID HEIGHT    -        -17.643 (meters)                     GEOID18
 PU0845  DYNAMIC HEIGHT  -        897.730 (meters)     2945.30  (feet) COMP
 PU0845  MODELED GRAVITY -    980,346.4   (mgal)                       NAVD 88
 PU0845
 PU0845  VERT ORDER      -  SECOND    CLASS 0
 PU0845
 PU0845.The horizontal coordinates were scaled from a map and have
 PU0845.an estimated accuracy of +/- 6 seconds.
 PU0845
 PU0845.The orthometric height was determined by differential leveling and
 PU0845.adjusted by the NATIONAL GEODETIC SURVEY
 PU0845.in June 1991.
 PU0845
 PU0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0845.GEOID18 height accuracy estimate available here.
 PU0845
 PU0845.Click photographs - Photos may exist for this station.
 PU0845
 PU0845.The dynamic height is computed by dividing the NAVD 88
 PU0845.geopotential number by the normal gravity value computed on the
 PU0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0845.degrees latitude (g = 980.6199 gals.).
 PU0845
 PU0845.The modeled gravity was interpolated from observed gravity values.
 PU0845
 PU0845;                    North         East    Units  Estimated Accuracy
 PU0845;SPC SD N     -   105,560.      376,980.      MT  (+/- 180 meters Scaled)
 PU0845
 PU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK728573(NAD 83)
 PU0845
 PU0845                          SUPERSEDED SURVEY CONTROL
 PU0845
 PU0845  NGVD 29 (??/??/92)  897.478  (m)         2944.48   (f) ADJ UNCH    2 0
 PU0845
 PU0845.Superseded values are not recommended for survey control.
 PU0845
 PU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0845.See file dsdata.pdf to determine how the superseded data were derived.
 PU0845
 PU0845_MARKER: DB = BENCH MARK DISK
 PU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0845_STAMPING: B 401 1962
 PU0845_MARK LOGO: CGS
 PU0845_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0845+STABILITY: SURFACE MOTION
 PU0845
 PU0845  HISTORY     - Date     Condition        Report By
 PU0845  HISTORY     - 1962     MONUMENTED       CGS
 PU0845
 PU0845                          STATION DESCRIPTION
 PU0845
 PU0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0845'1 MI W FROM FAIRPOINT.
 PU0845'1.05 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0845'56 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET WEST OF
 PU0845'A POWER POLE, 22 FEET NORTHWEST OF THE EAST END OF AN 18-INCH
 PU0845'PIPE CULVERT UNDER A RANCH ROAD NORTH, 2.0 FEET EAST OF A FENCE
 PU0845'CORNER POST, 2.5 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 PU0845'HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0845'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0146 ***********************************************************************
 QT0146  DESIGNATION -  B 402 RESET
 QT0146  PID         -  QT0146
 QT0146  STATE/COUNTY-  SD/MEADE
 QT0146  COUNTRY     -  US
 QT0146  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0146
 QT0146                         *CURRENT SURVEY CONTROL
 QT0146  ______________________________________________________________________
 QT0146* NAD 83(1986) POSITION- 45 01 12.     (N) 102 49 42.     (W)   SCALED
 QT0146* NAVD 88 ORTHO HEIGHT -   868.213 (meters)     2848.46  (feet) ADJUSTED
 QT0146  ______________________________________________________________________
 QT0146  GEOID HEIGHT    -        -17.530 (meters)                     GEOID18
 QT0146  DYNAMIC HEIGHT  -        868.031 (meters)     2847.87  (feet) COMP
 QT0146  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 QT0146
 QT0146  VERT ORDER      -  FIRST     CLASS II
 QT0146
 QT0146.The horizontal coordinates were scaled from a map and have
 QT0146.an estimated accuracy of +/- 6 seconds.
 QT0146
 QT0146.The orthometric height was determined by differential leveling and
 QT0146.adjusted by the NATIONAL GEODETIC SURVEY
 QT0146.in July 1998.
 QT0146
 QT0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0146.GEOID18 height accuracy estimate available here.
 QT0146
 QT0146.Click photographs - Photos may exist for this station.
 QT0146
 QT0146.The dynamic height is computed by dividing the NAVD 88
 QT0146.geopotential number by the normal gravity value computed on the
 QT0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0146.degrees latitude (g = 980.6199 gals.).
 QT0146
 QT0146.The modeled gravity was interpolated from observed gravity values.
 QT0146
 QT0146;                    North         East    Units  Estimated Accuracy
 QT0146;SPC SD N     -   135,760.      377,130.      MT  (+/- 180 meters Scaled)
 QT0146
 QT0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK711874(NAD 83)
 QT0146
 QT0146                          SUPERSEDED SURVEY CONTROL
 QT0146
 QT0146.No superseded survey control is available for this station.
 QT0146
 QT0146_MARKER: DB = BENCH MARK DISK
 QT0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0146_STAMPING: B 402 RESET 1966
 QT0146_MARK LOGO: CGS
 QT0146_PROJECTION: FLUSH
 QT0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0146+STABILITY: SURFACE MOTION
 QT0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0146+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0146
 QT0146  HISTORY     - Date     Condition        Report By
 QT0146  HISTORY     - 1966     MONUMENTED       CGS
 QT0146  HISTORY     - 19960425 GOOD             NGS
 QT0146
 QT0146                          STATION DESCRIPTION
 QT0146
 QT0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0146'2.7 MI NE FROM MUD BUTTE.
 QT0146'2.7 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0146'BUTTE, 0.1 MILE WEST OF THE JUNCTION OF A FARM ROAD AND GATE,
 QT0146'99 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 212, 1.3 FEET EAST
 QT0146'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QT0146'WHICH PROJECTS 4 INCHES.
 QT0146
 QT0146                          STATION RECOVERY (1996)
 QT0146
 QT0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0146'4.3 KM (2.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0146'IN MUD BUTTE, 672.0 M (2204.7 FT) WEST OF MILEPOST 76, 62.8 M (206.0
 QT0146'FT) WEST OF THE WEST END OF 2 BRACED FENCE POSTS, 30.3 M (99.4 FT)
 QT0146'SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 QT0146'HIGHWAY, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) EAST OF A
 QT0146'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 QT0146'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0776 ***********************************************************************
 PU0776  DESIGNATION -  B 403
 PU0776  PID         -  PU0776
 PU0776  STATE/COUNTY-  SD/MEADE
 PU0776  COUNTRY     -  US
 PU0776  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0776
 PU0776                         *CURRENT SURVEY CONTROL
 PU0776  ______________________________________________________________________
 PU0776* NAD 83(1986) POSITION- 44 54 25.     (N) 102 43 01.     (W)   SCALED
 PU0776* NAVD 88 ORTHO HEIGHT -   797.432 (meters)     2616.24  (feet) ADJUSTED
 PU0776  ______________________________________________________________________
 PU0776  GEOID HEIGHT    -        -17.803 (meters)                     GEOID18
 PU0776  DYNAMIC HEIGHT  -        797.262 (meters)     2615.68  (feet) COMP
 PU0776  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PU0776
 PU0776  VERT ORDER      -  SECOND    CLASS 0
 PU0776
 PU0776.The horizontal coordinates were scaled from a map and have
 PU0776.an estimated accuracy of +/- 6 seconds.
 PU0776
 PU0776.The orthometric height was determined by differential leveling and
 PU0776.adjusted by the NATIONAL GEODETIC SURVEY
 PU0776.in June 1991.
 PU0776
 PU0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0776.GEOID18 height accuracy estimate available here.
 PU0776
 PU0776.Click photographs - Photos may exist for this station.
 PU0776
 PU0776.The dynamic height is computed by dividing the NAVD 88
 PU0776.geopotential number by the normal gravity value computed on the
 PU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0776.degrees latitude (g = 980.6199 gals.).
 PU0776
 PU0776.The modeled gravity was interpolated from observed gravity values.
 PU0776
 PU0776;                    North         East    Units  Estimated Accuracy
 PU0776;SPC SD N     -   122,900.      385,480.      MT  (+/- 180 meters Scaled)
 PU0776
 PU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK802751(NAD 83)
 PU0776
 PU0776                          SUPERSEDED SURVEY CONTROL
 PU0776
 PU0776  NGVD 29 (??/??/92)  796.968  (m)         2614.72   (f) ADJ UNCH    2 0
 PU0776
 PU0776.Superseded values are not recommended for survey control.
 PU0776
 PU0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0776.See file dsdata.pdf to determine how the superseded data were derived.
 PU0776
 PU0776_MARKER: DB = BENCH MARK DISK
 PU0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0776_STAMPING: B 403 1962
 PU0776_MARK LOGO: CGS
 PU0776_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0776+STABILITY: SURFACE MOTION
 PU0776
 PU0776  HISTORY     - Date     Condition        Report By
 PU0776  HISTORY     - 1962     MONUMENTED       CGS
 PU0776
 PU0776                          STATION DESCRIPTION
 PU0776
 PU0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0776'12 MI E FROM SULPHUR.
 PU0776'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0776'2.0 MILES NORTH ALONG A ROAD, THENCE 0.95 MILE EAST ALONG THE
 PU0776'ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET
 PU0776'WEST OF THE CENTER OF A GATE, 1.7 FEET NORTH OF A FENCE, 2.3
 PU0776'FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD
 PU0776'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0743 ***********************************************************************
 PU0743  DESIGNATION -  B 404
 PU0743  PID         -  PU0743
 PU0743  STATE/COUNTY-  SD/MEADE
 PU0743  COUNTRY     -  US
 PU0743  USGS QUAD   -  CAMP CREEK (2017)
 PU0743
 PU0743                         *CURRENT SURVEY CONTROL
 PU0743  ______________________________________________________________________
 PU0743* NAD 83(1986) POSITION- 44 59 55.     (N) 102 53 32.     (W)   SCALED
 PU0743* NAVD 88 ORTHO HEIGHT -   872.162 (meters)     2861.42  (feet) ADJUSTED
 PU0743  ______________________________________________________________________
 PU0743  GEOID HEIGHT    -        -17.405 (meters)                     GEOID18
 PU0743  DYNAMIC HEIGHT  -        871.974 (meters)     2860.80  (feet) COMP
 PU0743  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 PU0743
 PU0743  VERT ORDER      -  FIRST     CLASS II
 PU0743
 PU0743.The horizontal coordinates were scaled from a map and have
 PU0743.an estimated accuracy of +/- 6 seconds.
 PU0743
 PU0743.The orthometric height was determined by differential leveling and
 PU0743.adjusted by the NATIONAL GEODETIC SURVEY
 PU0743.in July 1998.
 PU0743
 PU0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0743.GEOID18 height accuracy estimate available here.
 PU0743
 PU0743.Click photographs - Photos may exist for this station.
 PU0743
 PU0743.The dynamic height is computed by dividing the NAVD 88
 PU0743.geopotential number by the normal gravity value computed on the
 PU0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0743.degrees latitude (g = 980.6199 gals.).
 PU0743
 PU0743.The modeled gravity was interpolated from observed gravity values.
 PU0743
 PU0743;                    North         East    Units  Estimated Accuracy
 PU0743;SPC SD N     -   133,560.      372,010.      MT  (+/- 180 meters Scaled)
 PU0743
 PU0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK661849(NAD 83)
 PU0743
 PU0743                          SUPERSEDED SURVEY CONTROL
 PU0743
 PU0743  NAVD 88 (06/15/91)  872.159  (m)         2861.41   (f) SUPERSEDED  1 2
 PU0743  NGVD 29 (??/??/92)  871.683  (m)         2859.85   (f) ADJ UNCH    1 2
 PU0743
 PU0743.Superseded values are not recommended for survey control.
 PU0743
 PU0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0743.See file dsdata.pdf to determine how the superseded data were derived.
 PU0743
 PU0743_MARKER: DB = BENCH MARK DISK
 PU0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0743_STAMPING: B 404 1962
 PU0743_MARK LOGO: CGS
 PU0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0743+STABILITY: SURFACE MOTION
 PU0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0743+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU0743
 PU0743  HISTORY     - Date     Condition        Report By
 PU0743  HISTORY     - 1962     MONUMENTED       CGS
 PU0743  HISTORY     - 1963     GOOD             CGS
 PU0743  HISTORY     - 19951116 GOOD             NGS
 PU0743
 PU0743                          STATION DESCRIPTION
 PU0743
 PU0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0743'0.9 MI SW FROM MUD BUTTE.
 PU0743'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 PU0743'MUD BUTTE, 0.5 MILE NORTHEAST OF AN EAST-WEST ROAD, 75 FEET
 PU0743'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTHWEST
 PU0743'OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 7 FEET
 PU0743'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU0743'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PU0743
 PU0743                          STATION RECOVERY (1963)
 PU0743
 PU0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0743'RECOVERED IN GOOD CONDITION.
 PU0743
 PU0743                          STATION RECOVERY (1995)
 PU0743
 PU0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0743'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU0743'OFFICE IN MUD BUTTE, 178.0 M (584.0 FT) NORTHEAST OF MILEPOST 72, 20.6
 PU0743'M (67.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW
 PU0743'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A FENCE, 0.5 M
 PU0743'(1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 PU0743'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0799 ***********************************************************************
 PU0799  DESIGNATION -  B 405
 PU0799  PID         -  PU0799
 PU0799  STATE/COUNTY-  SD/MEADE
 PU0799  COUNTRY     -  US
 PU0799  USGS QUAD   -  BIG DRAW (2017)
 PU0799
 PU0799                         *CURRENT SURVEY CONTROL
 PU0799  ______________________________________________________________________
 PU0799* NAD 83(1986) POSITION- 44 48 34.     (N) 102 40 20.     (W)   SCALED
 PU0799* NAVD 88 ORTHO HEIGHT -   807.749 (meters)     2650.09  (feet) ADJUSTED
 PU0799  ______________________________________________________________________
 PU0799  GEOID HEIGHT    -        -17.968 (meters)                     GEOID18
 PU0799  DYNAMIC HEIGHT  -        807.571 (meters)     2649.51  (feet) COMP
 PU0799  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 PU0799
 PU0799  VERT ORDER      -  SECOND    CLASS 0
 PU0799
 PU0799.The horizontal coordinates were scaled from a map and have
 PU0799.an estimated accuracy of +/- 6 seconds.
 PU0799
 PU0799.The orthometric height was determined by differential leveling and
 PU0799.adjusted by the NATIONAL GEODETIC SURVEY
 PU0799.in June 1991.
 PU0799
 PU0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0799.GEOID18 height accuracy estimate available here.
 PU0799
 PU0799.Click photographs - Photos may exist for this station.
 PU0799
 PU0799.The dynamic height is computed by dividing the NAVD 88
 PU0799.geopotential number by the normal gravity value computed on the
 PU0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0799.degrees latitude (g = 980.6199 gals.).
 PU0799
 PU0799.The modeled gravity was interpolated from observed gravity values.
 PU0799
 PU0799;                    North         East    Units  Estimated Accuracy
 PU0799;SPC SD N     -   111,960.      388,660.      MT  (+/- 180 meters Scaled)
 PU0799
 PU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK840644(NAD 83)
 PU0799
 PU0799                          SUPERSEDED SURVEY CONTROL
 PU0799
 PU0799  NGVD 29 (??/??/92)  807.291  (m)         2648.59   (f) ADJ UNCH    2 0
 PU0799
 PU0799.Superseded values are not recommended for survey control.
 PU0799
 PU0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0799.See file dsdata.pdf to determine how the superseded data were derived.
 PU0799
 PU0799_MARKER: DB = BENCH MARK DISK
 PU0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0799_STAMPING: B 405 1962
 PU0799_MARK LOGO: CGS
 PU0799_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0799+STABILITY: SURFACE MOTION
 PU0799
 PU0799  HISTORY     - Date     Condition        Report By
 PU0799  HISTORY     - 1962     MONUMENTED       CGS
 PU0799
 PU0799                          STATION DESCRIPTION
 PU0799
 PU0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0799'5.8 MI N FROM STONEVILLE.
 PU0799'5.85 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0799'STONEVILLE, 49 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET
 PU0799'SOUTH OF THE CENTER OF A WIRE GATE, 6 FEET SOUTH OF A T JUNCTION
 PU0799'FENCE POST, 2.0 FEET EAST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 PU0799'POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0799'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0648 ***********************************************************************
 PU0648  DESIGNATION -  B 406
 PU0648  PID         -  PU0648
 PU0648  STATE/COUNTY-  SD/MEADE
 PU0648  COUNTRY     -  US
 PU0648  USGS QUAD   -  HEREFORD (2017)
 PU0648
 PU0648                         *CURRENT SURVEY CONTROL
 PU0648  ______________________________________________________________________
 PU0648* NAD 83(1986) POSITION- 44 29 18.     (N) 102 55 35.     (W)   SCALED
 PU0648* NAVD 88 ORTHO HEIGHT -   824.764 (meters)     2705.91  (feet) ADJUSTED
 PU0648  ______________________________________________________________________
 PU0648  GEOID HEIGHT    -        -17.563 (meters)                     GEOID18
 PU0648  DYNAMIC HEIGHT  -        824.543 (meters)     2705.19  (feet) COMP
 PU0648  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 PU0648
 PU0648  VERT ORDER      -  SECOND    CLASS 0
 PU0648
 PU0648.The horizontal coordinates were scaled from a map and have
 PU0648.an estimated accuracy of +/- 6 seconds.
 PU0648
 PU0648.The orthometric height was determined by differential leveling and
 PU0648.adjusted by the NATIONAL GEODETIC SURVEY
 PU0648.in June 1991.
 PU0648
 PU0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0648.GEOID18 height accuracy estimate available here.
 PU0648
 PU0648.Click photographs - Photos may exist for this station.
 PU0648
 PU0648.The dynamic height is computed by dividing the NAVD 88
 PU0648.geopotential number by the normal gravity value computed on the
 PU0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0648.degrees latitude (g = 980.6199 gals.).
 PU0648
 PU0648.The modeled gravity was interpolated from observed gravity values.
 PU0648
 PU0648;                    North         East    Units  Estimated Accuracy
 PU0648;SPC SD N     -    76,990.      367,270.      MT  (+/- 180 meters Scaled)
 PU0648
 PU0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK648282(NAD 83)
 PU0648
 PU0648                          SUPERSEDED SURVEY CONTROL
 PU0648
 PU0648  NGVD 29 (??/??/92)  824.306  (m)         2704.41   (f) ADJ UNCH    2 0
 PU0648
 PU0648.Superseded values are not recommended for survey control.
 PU0648
 PU0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0648.See file dsdata.pdf to determine how the superseded data were derived.
 PU0648
 PU0648_MARKER: DB = BENCH MARK DISK
 PU0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0648_STAMPING: B 406 1962
 PU0648_MARK LOGO: CGS
 PU0648_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0648+STABILITY: SURFACE MOTION
 PU0648
 PU0648  HISTORY     - Date     Condition        Report By
 PU0648  HISTORY     - 1962     MONUMENTED       CGS
 PU0648
 PU0648                          STATION DESCRIPTION
 PU0648
 PU0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0648'8.7 MI NW FROM HEREFORD.
 PU0648'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0648'THENCE 7.15 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILE
 PU0648'WEST ALONG A GRAVEL ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE
 PU0648'ROAD, 1.9 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS
 PU0648'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0648'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2053 ***********************************************************************
 PU2053  DESIGNATION -  B 407
 PU2053  PID         -  PU2053
 PU2053  STATE/COUNTY-  SD/LAWRENCE
 PU2053  COUNTRY     -  US
 PU2053  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2053
 PU2053                         *CURRENT SURVEY CONTROL
 PU2053  ______________________________________________________________________
 PU2053* NAD 83(1986) POSITION- 44 35 41.     (N) 103 34 05.     (W)   SCALED
 PU2053* NAVD 88 ORTHO HEIGHT -   929.774 (meters)     3050.43  (feet) ADJUSTED
 PU2053  ______________________________________________________________________
 PU2053  GEOID HEIGHT    -        -15.768 (meters)                     GEOID18
 PU2053  DYNAMIC HEIGHT  -        929.516 (meters)     3049.59  (feet) COMP
 PU2053  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 PU2053
 PU2053  VERT ORDER      -  SECOND    CLASS 0
 PU2053
 PU2053.The horizontal coordinates were scaled from a map and have
 PU2053.an estimated accuracy of +/- 6 seconds.
 PU2053
 PU2053.The orthometric height was determined by differential leveling and
 PU2053.adjusted by the NATIONAL GEODETIC SURVEY
 PU2053.in June 1991.
 PU2053
 PU2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2053.GEOID18 height accuracy estimate available here.
 PU2053
 PU2053.Click photographs - Photos may exist for this station.
 PU2053
 PU2053.The dynamic height is computed by dividing the NAVD 88
 PU2053.geopotential number by the normal gravity value computed on the
 PU2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2053.degrees latitude (g = 980.6199 gals.).
 PU2053
 PU2053.The modeled gravity was interpolated from observed gravity values.
 PU2053
 PU2053;                    North         East    Units  Estimated Accuracy
 PU2053;SPC SD N     -    90,850.      316,790.      MT  (+/- 180 meters Scaled)
 PU2053
 PU2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK136389(NAD 83)
 PU2053
 PU2053                          SUPERSEDED SURVEY CONTROL
 PU2053
 PU2053  NGVD 29 (??/??/92)  929.283  (m)         3048.82   (f) ADJ UNCH    2 0
 PU2053
 PU2053.Superseded values are not recommended for survey control.
 PU2053
 PU2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2053.See file dsdata.pdf to determine how the superseded data were derived.
 PU2053
 PU2053_MARKER: DB = BENCH MARK DISK
 PU2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2053_STAMPING: B 407 1962
 PU2053_MARK LOGO: CGS
 PU2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2053+STABILITY: SURFACE MOTION
 PU2053
 PU2053  HISTORY     - Date     Condition        Report By
 PU2053  HISTORY     - 1962     MONUMENTED       CGS
 PU2053
 PU2053                          STATION DESCRIPTION
 PU2053
 PU2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2053'7.2 MI S FROM NISLAND.
 PU2053'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2053'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 4.1
 PU2053'MILES SOUTH, THENCE 1.0 MILE WEST, THENCE 0.7 MILE SOUTH ALONG
 PU2053'ROADS, 0.3 MILE NORTH OF THE JUNCTION OF A ROAD EAST, 0.8 MILE
 PU2053'NORTH OF BENCH MARK V 406, 38 FEET WEST OF THE CENTER LINE OF
 PU2053'THE ROAD, 14 1/2 FEET SOUTH OF THE CENTER OF A WIRE GATE, 3.1
 PU2053'FEET WEST OF A FENCE, 2.6 FEET NORTH OF A WITNESS POST, ABOUT
 PU2053'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU2053'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1133 ***********************************************************************
 PU1133  DESIGNATION -  B 408
 PU1133  PID         -  PU1133
 PU1133  STATE/COUNTY-  SD/MEADE
 PU1133  COUNTRY     -  US
 PU1133  USGS QUAD   -  VALE (2017)
 PU1133
 PU1133                         *CURRENT SURVEY CONTROL
 PU1133  ______________________________________________________________________
 PU1133* NAD 83(1986) POSITION- 44 33 43.     (N) 103 26 49.     (W)   SCALED
 PU1133* NAVD 88 ORTHO HEIGHT -   878.459 (meters)     2882.08  (feet) ADJUSTED
 PU1133  ______________________________________________________________________
 PU1133  GEOID HEIGHT    -        -16.086 (meters)                     GEOID18
 PU1133  DYNAMIC HEIGHT  -        878.213 (meters)     2881.27  (feet) COMP
 PU1133  MODELED GRAVITY -    980,307.9   (mgal)                       NAVD 88
 PU1133
 PU1133  VERT ORDER      -  SECOND    CLASS 0
 PU1133
 PU1133.The horizontal coordinates were scaled from a map and have
 PU1133.an estimated accuracy of +/- 6 seconds.
 PU1133
 PU1133.The orthometric height was determined by differential leveling and
 PU1133.adjusted by the NATIONAL GEODETIC SURVEY
 PU1133.in June 1991.
 PU1133
 PU1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1133.GEOID18 height accuracy estimate available here.
 PU1133
 PU1133.Click photographs - Photos may exist for this station.
 PU1133
 PU1133.The dynamic height is computed by dividing the NAVD 88
 PU1133.geopotential number by the normal gravity value computed on the
 PU1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1133.degrees latitude (g = 980.6199 gals.).
 PU1133
 PU1133.The modeled gravity was interpolated from observed gravity values.
 PU1133
 PU1133;                    North         East    Units  Estimated Accuracy
 PU1133;SPC SD N     -    86,790.      326,250.      MT  (+/- 180 meters Scaled)
 PU1133
 PU1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK233354(NAD 83)
 PU1133
 PU1133                          SUPERSEDED SURVEY CONTROL
 PU1133
 PU1133  NGVD 29 (??/??/92)  877.965  (m)         2880.46   (f) ADJ UNCH    2 0
 PU1133
 PU1133.Superseded values are not recommended for survey control.
 PU1133
 PU1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1133.See file dsdata.pdf to determine how the superseded data were derived.
 PU1133
 PU1133_MARKER: DB = BENCH MARK DISK
 PU1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1133_SP_SET: BRIDGE
 PU1133_STAMPING: B 408 1962
 PU1133_MARK LOGO: CGS
 PU1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1133
 PU1133  HISTORY     - Date     Condition        Report By
 PU1133  HISTORY     - 1962     MONUMENTED       CGS
 PU1133
 PU1133                          STATION DESCRIPTION
 PU1133
 PU1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1133'5.7 MI S FROM VALE.
 PU1133'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1133'THENCE 4.4 MILES SOUTH ALONG STATE HIGHWAY 79, 0.1 MILE NORTH OF
 PU1133'THE INTERSECTION OF A GRAVEL CROSS ROAD, IN THE TOP OF THE WEST
 PU1133'END OF THE NORTHEAST WING WALL OF A BRIDGE OVER COTTONWOOD CREEK,
 PU1133'17 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 PU1133'1/2 FOOT HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0670 ***********************************************************************
 PU0670  DESIGNATION -  B 409
 PU0670  PID         -  PU0670
 PU0670  STATE/COUNTY-  SD/MEADE
 PU0670  COUNTRY     -  US
 PU0670  USGS QUAD   -  HEREFORD NE (2017)
 PU0670
 PU0670                         *CURRENT SURVEY CONTROL
 PU0670  ______________________________________________________________________
 PU0670* NAD 83(1986) POSITION- 44 23 40.     (N) 102 49 38.     (W)   SCALED
 PU0670* NAVD 88 ORTHO HEIGHT -   782.397 (meters)     2566.91  (feet) ADJUSTED
 PU0670  ______________________________________________________________________
 PU0670  GEOID HEIGHT    -        -17.787 (meters)                     GEOID18
 PU0670  DYNAMIC HEIGHT  -        782.189 (meters)     2566.23  (feet) COMP
 PU0670  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 PU0670
 PU0670  VERT ORDER      -  SECOND    CLASS 0
 PU0670
 PU0670.The horizontal coordinates were scaled from a map and have
 PU0670.an estimated accuracy of +/- 6 seconds.
 PU0670
 PU0670.The orthometric height was determined by differential leveling and
 PU0670.adjusted by the NATIONAL GEODETIC SURVEY
 PU0670.in June 1991.
 PU0670
 PU0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0670.GEOID18 height accuracy estimate available here.
 PU0670
 PU0670.Click photographs - Photos may exist for this station.
 PU0670
 PU0670.The dynamic height is computed by dividing the NAVD 88
 PU0670.geopotential number by the normal gravity value computed on the
 PU0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0670.degrees latitude (g = 980.6199 gals.).
 PU0670
 PU0670.The modeled gravity was interpolated from observed gravity values.
 PU0670
 PU0670;                    North         East    Units  Estimated Accuracy
 PU0670;SPC SD N     -    66,290.      374,790.      MT  (+/- 180 meters Scaled)
 PU0670
 PU0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK730179(NAD 83)
 PU0670
 PU0670                          SUPERSEDED SURVEY CONTROL
 PU0670
 PU0670  NGVD 29 (??/??/92)  781.936  (m)         2565.40   (f) ADJ UNCH    2 0
 PU0670
 PU0670.Superseded values are not recommended for survey control.
 PU0670
 PU0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0670.See file dsdata.pdf to determine how the superseded data were derived.
 PU0670
 PU0670_MARKER: DB = BENCH MARK DISK
 PU0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0670_STAMPING: B 409 1962
 PU0670_MARK LOGO: CGS
 PU0670_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0670+STABILITY: SURFACE MOTION
 PU0670
 PU0670  HISTORY     - Date     Condition        Report By
 PU0670  HISTORY     - 1962     MONUMENTED       CGS
 PU0670
 PU0670                          STATION DESCRIPTION
 PU0670
 PU0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0670'4 MI E FROM HEREFORD.
 PU0670'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0670'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.95 MILE
 PU0670'EAST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE, 39 FEET
 PU0670'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET NORTH OF A
 PU0670'FENCE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0670'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1003 ***********************************************************************
 PU1003  DESIGNATION -  B 410
 PU1003  PID         -  PU1003
 PU1003  STATE/COUNTY-  SD/MEADE
 PU1003  COUNTRY     -  US
 PU1003  USGS QUAD   -  REDOWL (2017)
 PU1003
 PU1003                         *CURRENT SURVEY CONTROL
 PU1003  ______________________________________________________________________
 PU1003* NAD 83(1986) POSITION- 44 42 16.     (N) 102 33 09.     (W)   SCALED
 PU1003* NAVD 88 ORTHO HEIGHT -   846.348 (meters)     2776.73  (feet) ADJUSTED
 PU1003  ______________________________________________________________________
 PU1003  GEOID HEIGHT    -        -18.347 (meters)                     GEOID18
 PU1003  DYNAMIC HEIGHT  -        846.141 (meters)     2776.05  (feet) COMP
 PU1003  MODELED GRAVITY -    980,344.6   (mgal)                       NAVD 88
 PU1003
 PU1003  VERT ORDER      -  SECOND    CLASS 0
 PU1003
 PU1003.The horizontal coordinates were scaled from a map and have
 PU1003.an estimated accuracy of +/- 6 seconds.
 PU1003
 PU1003.The orthometric height was determined by differential leveling and
 PU1003.adjusted by the NATIONAL GEODETIC SURVEY
 PU1003.in June 1991.
 PU1003
 PU1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1003.GEOID18 height accuracy estimate available here.
 PU1003
 PU1003.Click photographs - Photos may exist for this station.
 PU1003
 PU1003.The dynamic height is computed by dividing the NAVD 88
 PU1003.geopotential number by the normal gravity value computed on the
 PU1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1003.degrees latitude (g = 980.6199 gals.).
 PU1003
 PU1003.The modeled gravity was interpolated from observed gravity values.
 PU1003
 PU1003;                    North         East    Units  Estimated Accuracy
 PU1003;SPC SD N     -    99,990.      397,750.      MT  (+/- 180 meters Scaled)
 PU1003
 PU1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK938530(NAD 83)
 PU1003
 PU1003                          SUPERSEDED SURVEY CONTROL
 PU1003
 PU1003  NGVD 29 (??/??/92)  845.880  (m)         2775.19   (f) ADJ UNCH    2 0
 PU1003
 PU1003.Superseded values are not recommended for survey control.
 PU1003
 PU1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1003.See file dsdata.pdf to determine how the superseded data were derived.
 PU1003
 PU1003_MARKER: DB = BENCH MARK DISK
 PU1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1003_STAMPING: B 410 1962
 PU1003_MARK LOGO: CGS
 PU1003_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1003+STABILITY: SURFACE MOTION
 PU1003
 PU1003  HISTORY     - Date     Condition        Report By
 PU1003  HISTORY     - 1962     MONUMENTED       CGS
 PU1003
 PU1003                          STATION DESCRIPTION
 PU1003
 PU1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1003'0.8 MI N FROM RED OWL.
 PU1003'0.75 MILE NORTH ALONG A COUNTY GRAVELED ROAD FROM THE POST
 PU1003'OFFICE AND STORE AT RED OWL, 1.0 MILE SOUTH OF BENCH MARK C 410,
 PU1003'185 FEET EAST-SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST
 PU1003'CORNER OF A SCHOOL BUILDING, 39 FEET EAST OF THE CENTER LINE
 PU1003'OF THE ROAD, 2 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 2.1
 PU1003'FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT
 PU1003'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1003'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0912 ***********************************************************************
 PU0912  DESIGNATION -  B 411
 PU0912  PID         -  PU0912
 PU0912  STATE/COUNTY-  SD/MEADE
 PU0912  COUNTRY     -  US
 PU0912  USGS QUAD   -  UNION CENTER (2017)
 PU0912
 PU0912                         *CURRENT SURVEY CONTROL
 PU0912  ______________________________________________________________________
 PU0912* NAD 83(1986) POSITION- 44 33 39.     (N) 102 38 31.     (W)   SCALED
 PU0912* NAVD 88 ORTHO HEIGHT -   878.979 (meters)     2883.78  (feet) ADJUSTED
 PU0912  ______________________________________________________________________
 PU0912  GEOID HEIGHT    -        -18.245 (meters)                     GEOID18
 PU0912  DYNAMIC HEIGHT  -        878.731 (meters)     2882.97  (feet) COMP
 PU0912  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PU0912
 PU0912  VERT ORDER      -  SECOND    CLASS 0
 PU0912
 PU0912.The horizontal coordinates were scaled from a map and have
 PU0912.an estimated accuracy of +/- 6 seconds.
 PU0912
 PU0912.The orthometric height was determined by differential leveling and
 PU0912.adjusted by the NATIONAL GEODETIC SURVEY
 PU0912.in June 1991.
 PU0912
 PU0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0912.GEOID18 height accuracy estimate available here.
 PU0912
 PU0912.Click photographs - Photos may exist for this station.
 PU0912
 PU0912.The dynamic height is computed by dividing the NAVD 88
 PU0912.geopotential number by the normal gravity value computed on the
 PU0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0912.degrees latitude (g = 980.6199 gals.).
 PU0912
 PU0912.The modeled gravity was interpolated from observed gravity values.
 PU0912
 PU0912;                    North         East    Units  Estimated Accuracy
 PU0912;SPC SD N     -    84,270.      390,150.      MT  (+/- 180 meters Scaled)
 PU0912
 PU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK872368(NAD 83)
 PU0912
 PU0912                          SUPERSEDED SURVEY CONTROL
 PU0912
 PU0912  NGVD 29 (??/??/92)  878.489  (m)         2882.18   (f) ADJ UNCH    2 0
 PU0912
 PU0912.Superseded values are not recommended for survey control.
 PU0912
 PU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0912.See file dsdata.pdf to determine how the superseded data were derived.
 PU0912
 PU0912_MARKER: DB = BENCH MARK DISK
 PU0912_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0912_SP_SET: BOX CULVERT HEADWALL
 PU0912_STAMPING: B 411 1962
 PU0912_MARK LOGO: CGS
 PU0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0912+STABILITY: SURFACE MOTION
 PU0912
 PU0912  HISTORY     - Date     Condition        Report By
 PU0912  HISTORY     - 1962     MONUMENTED       CGS
 PU0912  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0912
 PU0912                          STATION DESCRIPTION
 PU0912
 PU0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0912'1.3 MI E FROM UNION CENTER.
 PU0912'1.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0912'CENTER, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 PU0912'DOUBLE 6 X 6-FOOT CONCRETE BOX CULVERT, 19 FEET NORTH OF THE CENTER
 PU0912'LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 PU0912
 PU0912                          STATION RECOVERY (1995)
 PU0912
 PU0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0912'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK B 411
 PU0912'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0912'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0913 ***********************************************************************
 PU0913  DESIGNATION -  B 411 RESET
 PU0913  PID         -  PU0913
 PU0913  STATE/COUNTY-  SD/MEADE
 PU0913  COUNTRY     -  US
 PU0913  USGS QUAD   -  UNION CENTER (2017)
 PU0913
 PU0913                         *CURRENT SURVEY CONTROL
 PU0913  ______________________________________________________________________
 PU0913* NAD 83(1986) POSITION- 44 33 40.09   (N) 102 38 31.62   (W)   HD_HELD1
 PU0913* NAVD 88 ORTHO HEIGHT -   881.049 (meters)     2890.57  (feet) ADJUSTED
 PU0913  ______________________________________________________________________
 PU0913  GEOID HEIGHT    -        -18.244 (meters)                     GEOID18
 PU0913  DYNAMIC HEIGHT  -        880.800 (meters)     2889.76  (feet) COMP
 PU0913  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PU0913
 PU0913  VERT ORDER      -  FIRST     CLASS II
 PU0913
 PU0913.The horizontal coordinates were determined by differentially corrected
 PU0913.hand held GPS observations or other comparable positioning techniques
 PU0913.and have an estimated accuracy of +/- 3 meters.
 PU0913
 PU0913.The orthometric height was determined by differential leveling and
 PU0913.adjusted by the NATIONAL GEODETIC SURVEY
 PU0913.in October 1997.
 PU0913
 PU0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0913.GEOID18 height accuracy estimate available here.
 PU0913
 PU0913.Click photographs - Photos may exist for this station.
 PU0913
 PU0913.The dynamic height is computed by dividing the NAVD 88
 PU0913.geopotential number by the normal gravity value computed on the
 PU0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0913.degrees latitude (g = 980.6199 gals.).
 PU0913
 PU0913.The modeled gravity was interpolated from observed gravity values.
 PU0913
 PU0913;                    North         East    Units  Estimated Accuracy
 PU0913;SPC SD N     -    84,300.0     390,135.7     MT  (+/- 3 meters HH1 GPS) 
 PU0913
 PU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8725136904(NAD 83)
 PU0913
 PU0913                          SUPERSEDED SURVEY CONTROL
 PU0913
 PU0913.No superseded survey control is available for this station.
 PU0913
 PU0913_MARKER: DB = BENCH MARK DISK
 PU0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0913_STAMPING: B 411 RESET 1972
 PU0913_MARK LOGO: CGS
 PU0913_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0913+STABILITY: SURFACE MOTION
 PU0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0913+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0913
 PU0913  HISTORY     - Date     Condition        Report By
 PU0913  HISTORY     - 1972     MONUMENTED       NGS
 PU0913  HISTORY     - 19950605 GOOD             NGS
 PU0913
 PU0913                          STATION DESCRIPTION
 PU0913
 PU0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0913'1.4 MI E FROM UNION CENTER.
 PU0913'1.4 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU0913'STORE IN UNION CENTER, 235 FEET EAST ALONG THE HIGHWAY FROM THE
 PU0913'CENTER OF A TWIN 12 X 12 FOOT CONCRETE BOX CULVERT, 100 FEET NORTH
 PU0913'OF THE CENTER OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 PU0913'NORTH R.O.W. FENCE, 1.4 FEET WEST OF A METAL WITNESS POST, AND
 PU0913'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS
 PU0913'AT HIGHWAY STATION 261+00.  NOTE-- B 411 1962 WAS RECOVERED IN
 PU0913'GOOD CONDITION AS DESCRIBED, IT WAS REMOVED AT THIS TIME.
 PU0913
 PU0913                          STATION RECOVERY (1995)
 PU0913
 PU0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0913'2.1 KM (1.30 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0913'IN UNION CENTER, 301.0 M (987.5 FT) EAST OF MILEPOST 82, 30.3 M (99.4
 PU0913'FT) NORTH OF THE HIGHWAY CENTERLINE, 8.9 M (29.2 FT) WEST OF THE WEST
 PU0913'END OF A BRACED FENCE POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU0913'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A
 PU0913'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU0913'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1214 ***********************************************************************
 PU1214  DESIGNATION -  B 412
 PU1214  PID         -  PU1214
 PU1214  STATE/COUNTY-  SD/BUTTE
 PU1214  COUNTRY     -  US
 PU1214  USGS QUAD   -  VALE NE (2017)
 PU1214
 PU1214                         *CURRENT SURVEY CONTROL
 PU1214  ______________________________________________________________________
 PU1214* NAD 83(1986) POSITION- 44 42 59.     (N) 103 17 02.     (W)   SCALED
 PU1214* NAVD 88 ORTHO HEIGHT -   861.415 (meters)     2826.16  (feet) ADJUSTED
 PU1214  ______________________________________________________________________
 PU1214  GEOID HEIGHT    -        -16.665 (meters)                     GEOID18
 PU1214  DYNAMIC HEIGHT  -        861.198 (meters)     2825.45  (feet) COMP
 PU1214  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 PU1214
 PU1214  VERT ORDER      -  SECOND    CLASS 0
 PU1214
 PU1214.The horizontal coordinates were scaled from a map and have
 PU1214.an estimated accuracy of +/- 6 seconds.
 PU1214
 PU1214.The orthometric height was determined by differential leveling and
 PU1214.adjusted by the NATIONAL GEODETIC SURVEY
 PU1214.in June 1991.
 PU1214
 PU1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1214.GEOID18 height accuracy estimate available here.
 PU1214
 PU1214.Click photographs - Photos may exist for this station.
 PU1214
 PU1214.The dynamic height is computed by dividing the NAVD 88
 PU1214.geopotential number by the normal gravity value computed on the
 PU1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1214.degrees latitude (g = 980.6199 gals.).
 PU1214
 PU1214.The modeled gravity was interpolated from observed gravity values.
 PU1214
 PU1214;                    North         East    Units  Estimated Accuracy
 PU1214;SPC SD N     -   103,400.      339,880.      MT  (+/- 180 meters Scaled)
 PU1214
 PU1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK359528(NAD 83)
 PU1214
 PU1214                          SUPERSEDED SURVEY CONTROL
 PU1214
 PU1214  NGVD 29 (??/??/92)  860.935  (m)         2824.58   (f) ADJ UNCH    2 0
 PU1214
 PU1214.Superseded values are not recommended for survey control.
 PU1214
 PU1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1214.See file dsdata.pdf to determine how the superseded data were derived.
 PU1214
 PU1214_MARKER: DB = BENCH MARK DISK
 PU1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1214_STAMPING: B 412 1963
 PU1214_MARK LOGO: CGS
 PU1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1214+STABILITY: SURFACE MOTION
 PU1214
 PU1214  HISTORY     - Date     Condition        Report By
 PU1214  HISTORY     - 1963     MONUMENTED       CGS
 PU1214
 PU1214                          STATION DESCRIPTION
 PU1214
 PU1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1214'7.4 MI E FROM NEWELL.
 PU1214'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1214'AT NEWELL, THENCE 6.2 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1214'1.0 MILE EAST OF A PRIVATE ROAD LEADING SOUTH TO THE BREIDENBACH
 PU1214'RANCH, 103 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 PU1214'15.5 FEET EAST OF A FENCE CORNER, 2.0 FEET SOUTH OF A FENCE, 1.7
 PU1214'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU1214'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1288 ***********************************************************************
 PU1288  DESIGNATION -  B 413
 PU1288  PID         -  PU1288
 PU1288  STATE/COUNTY-  SD/BUTTE
 PU1288  COUNTRY     -  US
 PU1288  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1288
 PU1288                         *CURRENT SURVEY CONTROL
 PU1288  ______________________________________________________________________
 PU1288* NAD 83(1986) POSITION- 44 54 49.     (N) 103 02 35.     (W)   SCALED
 PU1288* NAVD 88 ORTHO HEIGHT -   843.770 (meters)     2768.27  (feet) ADJUSTED
 PU1288  ______________________________________________________________________
 PU1288  GEOID HEIGHT    -        -17.164 (meters)                     GEOID18
 PU1288  DYNAMIC HEIGHT  -        843.578 (meters)     2767.64  (feet) COMP
 PU1288  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 PU1288
 PU1288  VERT ORDER      -  FIRST     CLASS II
 PU1288
 PU1288.The horizontal coordinates were scaled from a map and have
 PU1288.an estimated accuracy of +/- 6 seconds.
 PU1288
 PU1288.The orthometric height was determined by differential leveling and
 PU1288.adjusted by the NATIONAL GEODETIC SURVEY
 PU1288.in July 1998.
 PU1288
 PU1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1288.GEOID18 height accuracy estimate available here.
 PU1288
 PU1288.Click photographs - Photos may exist for this station.
 PU1288
 PU1288.The dynamic height is computed by dividing the NAVD 88
 PU1288.geopotential number by the normal gravity value computed on the
 PU1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1288.degrees latitude (g = 980.6199 gals.).
 PU1288
 PU1288.The modeled gravity was interpolated from observed gravity values.
 PU1288
 PU1288;                    North         East    Units  Estimated Accuracy
 PU1288;SPC SD N     -   124,560.      359,780.      MT  (+/- 180 meters Scaled)
 PU1288
 PU1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK544752(NAD 83)
 PU1288
 PU1288                          SUPERSEDED SURVEY CONTROL
 PU1288
 PU1288  NAVD 88 (06/15/91)  843.747  (m)         2768.19   (f) SUPERSEDED  1 2
 PU1288  NGVD 29 (??/??/92)  843.271  (m)         2766.63   (f) ADJ UNCH    1 2
 PU1288
 PU1288.Superseded values are not recommended for survey control.
 PU1288
 PU1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1288.See file dsdata.pdf to determine how the superseded data were derived.
 PU1288
 PU1288_MARKER: DB = BENCH MARK DISK
 PU1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1288_STAMPING: B 413 1963
 PU1288_MARK LOGO: CGS
 PU1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1288+STABILITY: SURFACE MOTION
 PU1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1288+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1288
 PU1288  HISTORY     - Date     Condition        Report By
 PU1288  HISTORY     - 1963     MONUMENTED       CGS
 PU1288  HISTORY     - 19951116 GOOD             NGS
 PU1288
 PU1288                          STATION DESCRIPTION
 PU1288
 PU1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1288'23.3 MI NE FROM NEWELL.
 PU1288'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1288'HIGH SCHOOL AT NEWELL, AT THE INTERSECTION OF A GRAVELED ROAD
 PU1288'LEADING NORTHWEST AND A PRIVATE ROAD LEADING SOUTHEAST, 86.5
 PU1288'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHWEST
 PU1288'OF THE CENTERLINE OF THE PRIVATE ROAD, 2 FEET NORTHWEST OF A
 PU1288'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 PU1288'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1288'POST PROJECTING 5 INCHES.
 PU1288
 PU1288                          STATION RECOVERY (1995)
 PU1288
 PU1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1288'16.6 KM (10.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1288'OFFICE IN MUD BUTTE, 792.0 M (2598.4 FT) SOUTHWEST OF MILEPOST 63,
 PU1288'27.8 M (91.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT)
 PU1288'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND THE EXTENDED CENTER OF
 PU1288'A GRAVELED ROAD LEADING NORTHWEST, 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 PU1288'THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND
 PU1288'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1059 ***********************************************************************
 PU1059  DESIGNATION -  B 414
 PU1059  PID         -  PU1059
 PU1059  STATE/COUNTY-  SD/BUTTE
 PU1059  COUNTRY     -  US
 PU1059  USGS QUAD   -  NEWELL (2017)
 PU1059
 PU1059                         *CURRENT SURVEY CONTROL
 PU1059  ______________________________________________________________________
 PU1059* NAD 83(1986) POSITION- 44 44 02.77   (N) 103 25 30.59   (W)   HD_HELD1
 PU1059* NAVD 88 ORTHO HEIGHT -   866.602 (meters)     2843.18  (feet) ADJUSTED
 PU1059  ______________________________________________________________________
 PU1059  GEOID HEIGHT    -        -16.373 (meters)                     GEOID18
 PU1059  DYNAMIC HEIGHT  -        866.383 (meters)     2842.46  (feet) COMP
 PU1059  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 PU1059
 PU1059  VERT ORDER      -  SECOND    CLASS 0
 PU1059
 PU1059.The horizontal coordinates were determined by differentially corrected
 PU1059.hand held GPS observations or other comparable positioning techniques
 PU1059.and have an estimated accuracy of +/- 3 meters.
 PU1059
 PU1059.The orthometric height was determined by differential leveling and
 PU1059.adjusted by the NATIONAL GEODETIC SURVEY
 PU1059.in June 1991.
 PU1059
 PU1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1059.GEOID18 height accuracy estimate available here.
 PU1059
 PU1059.Click photographs - Photos may exist for this station.
 PU1059
 PU1059.The dynamic height is computed by dividing the NAVD 88
 PU1059.geopotential number by the normal gravity value computed on the
 PU1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1059.degrees latitude (g = 980.6199 gals.).
 PU1059
 PU1059.The modeled gravity was interpolated from observed gravity values.
 PU1059
 PU1059;                    North         East    Units  Estimated Accuracy
 PU1059;SPC SD N     -   105,833.6     328,783.8     MT  (+/- 3 meters HH1 GPS) 
 PU1059
 PU1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2469454619(NAD 83)
 PU1059
 PU1059                          SUPERSEDED SURVEY CONTROL
 PU1059
 PU1059  NGVD 29 (??/??/92)  866.127  (m)         2841.62   (f) ADJ UNCH    2 0
 PU1059
 PU1059.Superseded values are not recommended for survey control.
 PU1059
 PU1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1059.See file dsdata.pdf to determine how the superseded data were derived.
 PU1059
 PU1059_MARKER: DB = BENCH MARK DISK
 PU1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1059_STAMPING: B 414 1963
 PU1059_MARK LOGO: CGS
 PU1059_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1059+STABILITY: SURFACE MOTION
 PU1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1059+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1059
 PU1059  HISTORY     - Date     Condition        Report By
 PU1059  HISTORY     - 1963     MONUMENTED       CGS
 PU1059  HISTORY     - 20201022 GOOD             SDDT
 PU1059
 PU1059                          STATION DESCRIPTION
 PU1059
 PU1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1059'1.2 MI N FROM NEWELL.
 PU1059'ABOUT 1.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1059'SCHOOL AT NEWELL, 112 FEET SOUTHEAST OF THE CENTER OF THE
 PU1059'INTERSECTION OF AN EAST-WEST ROAD, 96 FEET EAST OF THE CENTERLINE
 PU1059'OF THE HIGHWAY, 63.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 PU1059'ROAD, 27 FEET SOUTH OF A FENCE CORNER, 3.7 FEET NORTHWEST ACROSS
 PU1059'A FENCE FROM A POWER POLE, 1.8 FEET WEST OF A FENCE, 1.5 FEET
 PU1059'NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 PU1059'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1059'0.5 FOOT.
 PU1059
 PU1059                          STATION RECOVERY (2020)
 PU1059
 PU1059'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1877 ***********************************************************************
 PU1877  DESIGNATION -  B 415
 PU1877  PID         -  PU1877
 PU1877  STATE/COUNTY-  SD/BUTTE
 PU1877  COUNTRY     -  US
 PU1877  USGS QUAD   -  NISLAND (2017)
 PU1877
 PU1877                         *CURRENT SURVEY CONTROL
 PU1877  ______________________________________________________________________
 PU1877* NAD 83(1986) POSITION- 44 44 55.     (N) 103 36 29.     (W)   SCALED
 PU1877* NAVD 88 ORTHO HEIGHT -   876.412 (meters)     2875.36  (feet) ADJUSTED
 PU1877  ______________________________________________________________________
 PU1877  GEOID HEIGHT    -        -15.996 (meters)                     GEOID18
 PU1877  DYNAMIC HEIGHT  -        876.185 (meters)     2874.62  (feet) COMP
 PU1877  MODELED GRAVITY -    980,328.4   (mgal)                       NAVD 88
 PU1877
 PU1877  VERT ORDER      -  SECOND    CLASS 0
 PU1877
 PU1877.The horizontal coordinates were scaled from a map and have
 PU1877.an estimated accuracy of +/- 6 seconds.
 PU1877
 PU1877.The orthometric height was determined by differential leveling and
 PU1877.adjusted by the NATIONAL GEODETIC SURVEY
 PU1877.in June 1991.
 PU1877
 PU1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1877.GEOID18 height accuracy estimate available here.
 PU1877
 PU1877.Click photographs - Photos may exist for this station.
 PU1877
 PU1877.The dynamic height is computed by dividing the NAVD 88
 PU1877.geopotential number by the normal gravity value computed on the
 PU1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1877.degrees latitude (g = 980.6199 gals.).
 PU1877
 PU1877.The modeled gravity was interpolated from observed gravity values.
 PU1877
 PU1877;                    North         East    Units  Estimated Accuracy
 PU1877;SPC SD N     -   108,070.      314,380.      MT  (+/- 180 meters Scaled)
 PU1877
 PU1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK101559(NAD 83)
 PU1877
 PU1877                          SUPERSEDED SURVEY CONTROL
 PU1877
 PU1877  NGVD 29 (??/??/92)  875.931  (m)         2873.78   (f) ADJ UNCH    2 0
 PU1877
 PU1877.Superseded values are not recommended for survey control.
 PU1877
 PU1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1877.See file dsdata.pdf to determine how the superseded data were derived.
 PU1877
 PU1877_MARKER: DB = BENCH MARK DISK
 PU1877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1877_SP_SET: BRIDGE
 PU1877_STAMPING: B 415 1963
 PU1877_MARK LOGO: CGS
 PU1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1877
 PU1877  HISTORY     - Date     Condition        Report By
 PU1877  HISTORY     - 1963     MONUMENTED       CGS
 PU1877
 PU1877                          STATION DESCRIPTION
 PU1877
 PU1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1877'8.9 MI NW FROM NISLAND.
 PU1877'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1877'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1877'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1877'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1877'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1877'ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE NORTH ALONG A
 PU1877'GRAVELED COUNTY ROAD, 57 FEET SOUTHEAST OF THE CENTER OF THE
 PU1877'INTERSECTION OF A ROAD, SET IN THE TOP OF THE NORTH END OF THE
 PU1877'EAST CONCRETE HEADWALL OF A CONCRETE BRIDGE OVER INDIAN CREEK
 PU1877'LATERAL, 19 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 PU1877'0.7 FOOT SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND ABOUT 1 FOOT
 PU1877'ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1311 ***********************************************************************
 PU1311  DESIGNATION -  B 416
 PU1311  PID         -  PU1311
 PU1311  STATE/COUNTY-  SD/BUTTE
 PU1311  COUNTRY     -  US
 PU1311  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1311
 PU1311                         *CURRENT SURVEY CONTROL
 PU1311  ______________________________________________________________________
 PU1311* NAD 83(1986) POSITION- 44 57 26.     (N) 103 09 02.     (W)   SCALED
 PU1311* NAVD 88 ORTHO HEIGHT -   873.864 (meters)     2867.00  (feet) ADJUSTED
 PU1311  ______________________________________________________________________
 PU1311  GEOID HEIGHT    -        -16.972 (meters)                     GEOID18
 PU1311  DYNAMIC HEIGHT  -        873.657 (meters)     2866.32  (feet) COMP
 PU1311  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 PU1311
 PU1311  VERT ORDER      -  SECOND    CLASS 0
 PU1311
 PU1311.The horizontal coordinates were scaled from a map and have
 PU1311.an estimated accuracy of +/- 6 seconds.
 PU1311
 PU1311.The orthometric height was determined by differential leveling and
 PU1311.adjusted by the NATIONAL GEODETIC SURVEY
 PU1311.in June 1991.
 PU1311
 PU1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1311.GEOID18 height accuracy estimate available here.
 PU1311
 PU1311.Click photographs - Photos may exist for this station.
 PU1311
 PU1311.The dynamic height is computed by dividing the NAVD 88
 PU1311.geopotential number by the normal gravity value computed on the
 PU1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1311.degrees latitude (g = 980.6199 gals.).
 PU1311
 PU1311.The modeled gravity was interpolated from observed gravity values.
 PU1311
 PU1311;                    North         East    Units  Estimated Accuracy
 PU1311;SPC SD N     -   129,730.      351,480.      MT  (+/- 180 meters Scaled)
 PU1311
 PU1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK458798(NAD 83)
 PU1311
 PU1311                          SUPERSEDED SURVEY CONTROL
 PU1311
 PU1311  NGVD 29 (??/??/92)  873.381  (m)         2865.42   (f) ADJ UNCH    2 0
 PU1311
 PU1311.Superseded values are not recommended for survey control.
 PU1311
 PU1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1311.See file dsdata.pdf to determine how the superseded data were derived.
 PU1311
 PU1311_MARKER: DB = BENCH MARK DISK
 PU1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1311_STAMPING: B 416 1963
 PU1311_MARK LOGO: CGS
 PU1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1311+STABILITY: SURFACE MOTION
 PU1311
 PU1311  HISTORY     - Date     Condition        Report By
 PU1311  HISTORY     - 1963     MONUMENTED       CGS
 PU1311
 PU1311                          STATION DESCRIPTION
 PU1311
 PU1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1311'32.4 MI NE FROM NEWELL.
 PU1311'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1311'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1311'ROAD, THENCE 4.8 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT THE
 PU1311'JUNCTION OF A GRAVELED ROAD LEADING NORTH, 52 FEET NORTHWEST
 PU1311'OF THE CENTERLINE OF THE ROAD LEADING SOUTHWEST, 53 FEET WEST
 PU1311'OF THE CENTERLINE OF THE ROAD LEADING NORTH, 74 FEET SOUTH OF
 PU1311'THE WEST END OF A 24-INCH CULVERT UNDER THE ROAD LEADING NORTH,
 PU1311'1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU1311'LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 PU1311'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1854 ***********************************************************************
 PU1854  DESIGNATION -  B 417
 PU1854  PID         -  PU1854
 PU1854  STATE/COUNTY-  SD/BUTTE
 PU1854  COUNTRY     -  US
 PU1854  USGS QUAD   -  MUD BUTTES (2017)
 PU1854
 PU1854                         *CURRENT SURVEY CONTROL
 PU1854  ______________________________________________________________________
 PU1854* NAD 83(1986) POSITION- 44 51 55.     (N) 103 46 18.     (W)   SCALED
 PU1854* NAVD 88 ORTHO HEIGHT -   903.417 (meters)     2963.96  (feet) ADJUSTED
 PU1854  ______________________________________________________________________
 PU1854  GEOID HEIGHT    -        -15.844 (meters)                     GEOID18
 PU1854  DYNAMIC HEIGHT  -        903.191 (meters)     2963.22  (feet) COMP
 PU1854  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 PU1854
 PU1854  VERT ORDER      -  SECOND    CLASS 0
 PU1854
 PU1854.The horizontal coordinates were scaled from a map and have
 PU1854.an estimated accuracy of +/- 6 seconds.
 PU1854
 PU1854.The orthometric height was determined by differential leveling and
 PU1854.adjusted by the NATIONAL GEODETIC SURVEY
 PU1854.in June 1991.
 PU1854
 PU1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1854.GEOID18 height accuracy estimate available here.
 PU1854
 PU1854.Click photographs - Photos may exist for this station.
 PU1854
 PU1854.The dynamic height is computed by dividing the NAVD 88
 PU1854.geopotential number by the normal gravity value computed on the
 PU1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1854.degrees latitude (g = 980.6199 gals.).
 PU1854
 PU1854.The modeled gravity was interpolated from observed gravity values.
 PU1854
 PU1854;                    North         East    Units  Estimated Accuracy
 PU1854;SPC SD N     -   121,610.      302,040.      MT  (+/- 180 meters Scaled)
 PU1854
 PU1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK970687(NAD 83)
 PU1854
 PU1854                          SUPERSEDED SURVEY CONTROL
 PU1854
 PU1854  NGVD 29 (??/??/92)  902.942  (m)         2962.40   (f) ADJ UNCH    2 0
 PU1854
 PU1854.Superseded values are not recommended for survey control.
 PU1854
 PU1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1854.See file dsdata.pdf to determine how the superseded data were derived.
 PU1854
 PU1854_MARKER: DB = BENCH MARK DISK
 PU1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1854_STAMPING: B 417 1963
 PU1854_MARK LOGO: CGS
 PU1854_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1854+STABILITY: SURFACE MOTION
 PU1854
 PU1854  HISTORY     - Date     Condition        Report By
 PU1854  HISTORY     - 1963     MONUMENTED       CGS
 PU1854  HISTORY     - 20180427 POOR             SDDT
 PU1854
 PU1854                          STATION DESCRIPTION
 PU1854
 PU1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1854'15.7 MI NE FROM BELLE FOURCHE.
 PU1854'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1854'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 1.9 MILES EAST
 PU1854'ALONG A GRAVELED COUNTY ROAD, 124 FEET NORTH OF THE CENTERLINE
 PU1854'OF THE ROAD, 110 FEET NORTHWEST OF THE NORTH END OF A 36-INCH
 PU1854'CORRUGATED METAL CULVERT UNDER THE ROAD, 36 FEET WEST OF A
 PU1854'T-JUNCTION OF FENCES, 1.6 FEET SOUTH OF AN EAST-WEST FENCE, 1.5
 PU1854'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU1854'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1854
 PU1854                          STATION RECOVERY (2018)
 PU1854
 PU1854'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU1854'RECOVERED IN GOOD CONDITION ALONG A ROW FENCE OF BROOKER ROAD.  THE
 PU1854'SIGN IS MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1505 ***********************************************************************
 PU1505  DESIGNATION -  B 418
 PU1505  PID         -  PU1505
 PU1505  STATE/COUNTY-  SD/MEADE
 PU1505  COUNTRY     -  US
 PU1505  USGS QUAD   -  FORT MEADE (2017)
 PU1505
 PU1505                         *CURRENT SURVEY CONTROL
 PU1505  ______________________________________________________________________
 PU1505* NAD 83(1986) POSITION- 44 24 47.     (N) 103 29 32.     (W)   SCALED
 PU1505* NAVD 88 ORTHO HEIGHT -  1017.127 (meters)     3337.02  (feet) ADJUSTED
 PU1505  ______________________________________________________________________
 PU1505  GEOID HEIGHT    -        -15.358 (meters)                     GEOID18
 PU1505  DYNAMIC HEIGHT  -       1016.798 (meters)     3335.94  (feet) COMP
 PU1505  MODELED GRAVITY -    980,259.4   (mgal)                       NAVD 88
 PU1505
 PU1505  VERT ORDER      -  FIRST     CLASS II
 PU1505
 PU1505.The horizontal coordinates were scaled from a map and have
 PU1505.an estimated accuracy of +/- 6 seconds.
 PU1505
 PU1505.The orthometric height was determined by differential leveling and
 PU1505.adjusted by the NATIONAL GEODETIC SURVEY
 PU1505.in October 1997.
 PU1505
 PU1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1505.GEOID18 height accuracy estimate available here.
 PU1505
 PU1505.Click photographs - Photos may exist for this station.
 PU1505
 PU1505.The dynamic height is computed by dividing the NAVD 88
 PU1505.geopotential number by the normal gravity value computed on the
 PU1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1505.degrees latitude (g = 980.6199 gals.).
 PU1505
 PU1505.The modeled gravity was interpolated from observed gravity values.
 PU1505
 PU1505;                    North         East    Units  Estimated Accuracy
 PU1505;SPC SD N     -    70,420.      321,940.      MT  (+/- 180 meters Scaled)
 PU1505
 PU1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK200188(NAD 83)
 PU1505
 PU1505                          SUPERSEDED SURVEY CONTROL
 PU1505
 PU1505  NAVD 88 (06/15/91) 1017.123  (m)         3337.01   (f) SUPERSEDED  1 2
 PU1505  NGVD 29 (??/??/92) 1016.604  (m)         3335.31   (f) ADJ UNCH    1 2
 PU1505
 PU1505.Superseded values are not recommended for survey control.
 PU1505
 PU1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1505.See file dsdata.pdf to determine how the superseded data were derived.
 PU1505
 PU1505_MARKER: DB = BENCH MARK DISK
 PU1505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1505_SP_SET: RETAINING WALL
 PU1505_STAMPING: B 418 1963
 PU1505_MARK LOGO: CGS
 PU1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1505+STABILITY: SURFACE MOTION
 PU1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1505+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 PU1505
 PU1505  HISTORY     - Date     Condition        Report By
 PU1505  HISTORY     - 1963     MONUMENTED       CGS
 PU1505  HISTORY     - 19950513 GOOD             NGS
 PU1505  HISTORY     - 20120327 GOOD             INDIV
 PU1505
 PU1505                          STATION DESCRIPTION
 PU1505
 PU1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1505'1 MI E FROM STURGIS.
 PU1505'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1505'AT STURGIS, AT THE WEST END OF A CURVE AND 60.4 FEET NORTH
 PU1505'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 PU1505'END OF A CONCRETE RETAINING WALL THAT IS SOUTH OF THE HIGHWAY,
 PU1505'0.5 FOOT EAST OF THE WEST EDGE OF THE RETAINING WALL, AND ABOUT
 PU1505'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 PU1505
 PU1505                          STATION RECOVERY (1995)
 PU1505
 PU1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1505'3.4 KM (2.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1505'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 1.9 M (6.2
 PU1505'FT) EAST OF THE WEST END OF A CONCRETE RETAINING WALL ALONG THE
 PU1505'SOUTHWEST BANK OF BEAR BUTTE CREEK, 27.2 M (89.2 FT) NORTH OF MILEPOST
 PU1505'36, 18.5 M (60.7 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0
 PU1505'FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU1505
 PU1505                          STATION RECOVERY (2012)
 PU1505
 PU1505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1181 ***********************************************************************
 PU1181  DESIGNATION -  B 419
 PU1181  PID         -  PU1181
 PU1181  STATE/COUNTY-  SD/MEADE
 PU1181  COUNTRY     -  US
 PU1181  USGS QUAD   -  VOLUNTEER SE (2017)
 PU1181
 PU1181                         *CURRENT SURVEY CONTROL
 PU1181  ______________________________________________________________________
 PU1181* NAD 83(1986) POSITION- 44 30 12.     (N) 103 03 04.     (W)   SCALED
 PU1181* NAVD 88 ORTHO HEIGHT -   842.473 (meters)     2764.01  (feet) ADJUSTED
 PU1181  ______________________________________________________________________
 PU1181  GEOID HEIGHT    -        -17.224 (meters)                     GEOID18
 PU1181  DYNAMIC HEIGHT  -        842.242 (meters)     2763.26  (feet) COMP
 PU1181  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 PU1181
 PU1181  VERT ORDER      -  FIRST     CLASS II
 PU1181
 PU1181.The horizontal coordinates were scaled from a map and have
 PU1181.an estimated accuracy of +/- 6 seconds.
 PU1181
 PU1181.The orthometric height was determined by differential leveling and
 PU1181.adjusted by the NATIONAL GEODETIC SURVEY
 PU1181.in October 1997.
 PU1181
 PU1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1181.GEOID18 height accuracy estimate available here.
 PU1181
 PU1181.Click photographs - Photos may exist for this station.
 PU1181
 PU1181.The dynamic height is computed by dividing the NAVD 88
 PU1181.geopotential number by the normal gravity value computed on the
 PU1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1181.degrees latitude (g = 980.6199 gals.).
 PU1181
 PU1181.The modeled gravity was interpolated from observed gravity values.
 PU1181
 PU1181;                    North         East    Units  Estimated Accuracy
 PU1181;SPC SD N     -    79,020.      357,420.      MT  (+/- 180 meters Scaled)
 PU1181
 PU1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK549296(NAD 83)
 PU1181
 PU1181                          SUPERSEDED SURVEY CONTROL
 PU1181
 PU1181  NAVD 88 (06/15/91)  842.454  (m)         2763.95   (f) SUPERSEDED  1 2
 PU1181  NGVD 29 (??/??/92)  841.982  (m)         2762.40   (f) ADJ UNCH    1 2
 PU1181
 PU1181.Superseded values are not recommended for survey control.
 PU1181
 PU1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1181.See file dsdata.pdf to determine how the superseded data were derived.
 PU1181
 PU1181_MARKER: DB = BENCH MARK DISK
 PU1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1181_STAMPING: B 419 1963
 PU1181_MARK LOGO: CGS
 PU1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1181+STABILITY: SURFACE MOTION
 PU1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1181+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 PU1181
 PU1181  HISTORY     - Date     Condition        Report By
 PU1181  HISTORY     - 1963     MONUMENTED       CGS
 PU1181  HISTORY     - 19950524 GOOD             NGS
 PU1181  HISTORY     - 20120425 GOOD             INDIV
 PU1181
 PU1181                          STATION DESCRIPTION
 PU1181
 PU1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1181'4.5 MI E FROM VOLUNTEER.
 PU1181'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1181'VOLUNTEER, ON THE INSIDE AND AT THE EAST END OF A LONG CURVE,
 PU1181'93.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.6 FEET NORTH
 PU1181'OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 PU1181'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1181'POST PROJECTING 0.8 FOOT.
 PU1181
 PU1181                          STATION RECOVERY (1995)
 PU1181
 PU1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1181'32.0 KM (19.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1181'OFFICE IN UNION CENTER, 42.7 M (140.1 FT) SOUTHEAST OF MILEPOST 61,
 PU1181'28.2 M (92.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH
 PU1181'OF A FENCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 PU1181'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 PU1181'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PU1181'SURFACE.
 PU1181
 PU1181                          STATION RECOVERY (2012)
 PU1181
 PU1181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0606 ***********************************************************************
 OT0606  DESIGNATION -  B 427
 OT0606  PID         -  OT0606
 OT0606  STATE/COUNTY-  SD/FALL RIVER
 OT0606  COUNTRY     -  US
 OT0606  USGS QUAD   -  ARDMORE (2017)
 OT0606
 OT0606                         *CURRENT SURVEY CONTROL
 OT0606  ______________________________________________________________________
 OT0606* NAD 83(1986) POSITION- 43 04 45.     (N) 103 39 37.     (W)   SCALED
 OT0606* NAVD 88 ORTHO HEIGHT -  1070.251 (meters)     3511.32  (feet) ADJUSTED
 OT0606  ______________________________________________________________________
 OT0606  GEOID HEIGHT    -        -15.876 (meters)                     GEOID18
 OT0606  DYNAMIC HEIGHT  -       1069.777 (meters)     3509.76  (feet) COMP
 OT0606  MODELED GRAVITY -    980,140.6   (mgal)                       NAVD 88
 OT0606
 OT0606  VERT ORDER      -  FIRST     CLASS II
 OT0606
 OT0606.The horizontal coordinates were scaled from a map and have
 OT0606.an estimated accuracy of +/- 6 seconds.
 OT0606
 OT0606.The orthometric height was determined by differential leveling and
 OT0606.adjusted by the NATIONAL GEODETIC SURVEY
 OT0606.in June 1991.
 OT0606
 OT0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0606.GEOID18 height accuracy estimate available here.
 OT0606
 OT0606.Click photographs - Photos may exist for this station.
 OT0606
 OT0606.The dynamic height is computed by dividing the NAVD 88
 OT0606.geopotential number by the normal gravity value computed on the
 OT0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0606.degrees latitude (g = 980.6199 gals.).
 OT0606
 OT0606.The modeled gravity was interpolated from observed gravity values.
 OT0606
 OT0606;                    North         East    Units  Estimated Accuracy
 OT0606;SPC SD S     -    88,280.      329,150.      MT  (+/- 180 meters Scaled)
 OT0606
 OT0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH090704(NAD 83)
 OT0606
 OT0606                          SUPERSEDED SURVEY CONTROL
 OT0606
 OT0606.No superseded survey control is available for this station.
 OT0606
 OT0606_MARKER: I = METAL ROD
 OT0606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0606_STAMPING: B 427 1985
 OT0606_MARK LOGO: NGS
 OT0606_PROJECTION: FLUSH
 OT0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0606_ROD/PIPE-DEPTH: 9.5 meters
 OT0606
 OT0606  HISTORY     - Date     Condition        Report By
 OT0606  HISTORY     - 1985     MONUMENTED       NGS
 OT0606
 OT0606                          STATION DESCRIPTION
 OT0606
 OT0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0606'6.7 KM (4.15 MI) NORTH FROM ADRMORE.
 OT0606'6.7 KM (4.15 MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF
 OT0606'COUNTY ROADS 6412 WEST AND 5 EAST AT ARDMORE, NEAR A RAILROAD SWITCH
 OT0606'HOUSE, 28.7 METERS (94 FT) WEST OF THE HIGHWAY CENTERLINE, 11.6
 OT0606'METERS (38.2 FT) EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN
 OT0606'RAILROAD, 36.6 METERS (120 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 OT0606'THE SWITCH HOUSE AND 1.2 METERS (4 FT) NORTH OF A TELEGRAPH POLE.
 OT0606'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0606'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0635 ***********************************************************************
 QS0635  DESIGNATION -  B 428
 QS0635  PID         -  QS0635
 QS0635  STATE/COUNTY-  SD/CORSON
 QS0635  COUNTRY     -  US
 QS0635  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0635
 QS0635                         *CURRENT SURVEY CONTROL
 QS0635  ______________________________________________________________________
 QS0635* NAD 83(1986) POSITION- 45 41 44.     (N) 101 20 00.     (W)   SCALED
 QS0635* NAVD 88 ORTHO HEIGHT -   626.460 (meters)     2055.31  (feet) ADJUSTED
 QS0635  ______________________________________________________________________
 QS0635  GEOID HEIGHT    -        -20.552 (meters)                     GEOID18
 QS0635  DYNAMIC HEIGHT  -        626.392 (meters)     2055.09  (feet) COMP
 QS0635  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 QS0635
 QS0635  VERT ORDER      -  FIRST     CLASS II
 QS0635
 QS0635.The horizontal coordinates were scaled from a map and have
 QS0635.an estimated accuracy of +/- 6 seconds.
 QS0635
 QS0635.The orthometric height was determined by differential leveling and
 QS0635.adjusted by the NATIONAL GEODETIC SURVEY
 QS0635.in June 1991.
 QS0635
 QS0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0635.GEOID18 height accuracy estimate available here.
 QS0635
 QS0635.Click photographs - Photos may exist for this station.
 QS0635
 QS0635.The dynamic height is computed by dividing the NAVD 88
 QS0635.geopotential number by the normal gravity value computed on the
 QS0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0635.degrees latitude (g = 980.6199 gals.).
 QS0635
 QS0635.The modeled gravity was interpolated from observed gravity values.
 QS0635
 QS0635;                    North         East    Units  Estimated Accuracy
 QS0635;SPC SD N     -   207,800.      496,160.      MT  (+/- 180 meters Scaled)
 QS0635
 QS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR183628(NAD 83)
 QS0635
 QS0635                          SUPERSEDED SURVEY CONTROL
 QS0635
 QS0635.No superseded survey control is available for this station.
 QS0635
 QS0635_MARKER: I = METAL ROD
 QS0635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0635_STAMPING: B 428 1985
 QS0635_MARK LOGO: NGS
 QS0635_PROJECTION: FLUSH
 QS0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0635_ROD/PIPE-DEPTH: 6.1 meters
 QS0635
 QS0635  HISTORY     - Date     Condition        Report By
 QS0635  HISTORY     - 1985     MONUMENTED       NGS
 QS0635
 QS0635                          STATION DESCRIPTION
 QS0635
 QS0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0635'25.7 KM (15.95 MI) SOUTH FROM MCINTOSH.
 QS0635'25.7 KM (15.95 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0635'HIGHWAY 12 AT MCINTOSH, AT A GRAVEL ROAD LEADING WEST, 23.5 METERS (77
 QS0635'FT) WEST OF THE HIGHWAY CENTERLINE, 13.1 METERS (43 FT) SOUTH OF THE
 QS0635'CENTER OF THE ROAD, 10.1 METERS (33 FT) SOUTHWEST OF THE SOUTH END A
 QS0635'24-INCH PIPE CULVERT, 7.6 METERS (25 FT) SOUTH OF A FENCE CORNER
 QS0635'0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 QS0635'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0635'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0635'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0367 ***********************************************************************
 OU0367  DESIGNATION -  B 429
 OU0367  PID         -  OU0367
 OU0367  STATE/COUNTY-  SD/CUSTER
 OU0367  COUNTRY     -  US
 OU0367  USGS QUAD   -  DEWEY (2017)
 OU0367
 OU0367                         *CURRENT SURVEY CONTROL
 OU0367  ______________________________________________________________________
 OU0367* NAD 83(1986) POSITION- 43 31 44.     (N) 104 02 28.     (W)   SCALED
 OU0367* NAVD 88 ORTHO HEIGHT -  1127.069 (meters)     3697.73  (feet) ADJUSTED
 OU0367  ______________________________________________________________________
 OU0367  GEOID HEIGHT    -        -14.581 (meters)                     GEOID18
 OU0367  DYNAMIC HEIGHT  -       1126.603 (meters)     3696.20  (feet) COMP
 OU0367  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 OU0367
 OU0367  VERT ORDER      -  FIRST     CLASS II
 OU0367
 OU0367.The horizontal coordinates were scaled from a map and have
 OU0367.an estimated accuracy of +/- 6 seconds.
 OU0367
 OU0367.The orthometric height was determined by differential leveling and
 OU0367.adjusted by the NATIONAL GEODETIC SURVEY
 OU0367.in June 1991.
 OU0367
 OU0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0367.GEOID18 height accuracy estimate available here.
 OU0367
 OU0367.Click photographs - Photos may exist for this station.
 OU0367
 OU0367.The dynamic height is computed by dividing the NAVD 88
 OU0367.geopotential number by the normal gravity value computed on the
 OU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0367.degrees latitude (g = 980.6199 gals.).
 OU0367
 OU0367.The modeled gravity was interpolated from observed gravity values.
 OU0367
 OU0367;                    North         East    Units  Estimated Accuracy
 OU0367;SPC SD S     -   139,500.      300,400.      MT  (+/- 180 meters Scaled)
 OU0367
 OU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ774199(NAD 83)
 OU0367
 OU0367                          SUPERSEDED SURVEY CONTROL
 OU0367
 OU0367.No superseded survey control is available for this station.
 OU0367
 OU0367_MARKER: I = METAL ROD
 OU0367_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OU0367_STAMPING: B 429 1985
 OU0367_MARK LOGO: NGS
 OU0367_PROJECTION: FLUSH
 OU0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0367+STABILITY: POSITION/ELEVATION WELL
 OU0367_ROD/PIPE-DEPTH: 12.2 meters
 OU0367_SLEEVE-DEPTH  : 10.0 meters
 OU0367
 OU0367  HISTORY     - Date     Condition        Report By
 OU0367  HISTORY     - 1985     MONUMENTED       NGS
 OU0367
 OU0367                          STATION DESCRIPTION
 OU0367
 OU0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0367'42.2 KM (26.2 MI) SOUTH FROM NEWCASTLE WY.
 OU0367'35.8 KM (22.25 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0367'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0367'NEWCASTLE WY, THENCE 6.45 KM (4.05 MI) EAST ALONG DEWEY ROAD, 0.2 KM
 OU0367'(0.15 MI) SOUTH OF THE ROAD CROSSING THE BURLINGTON NORTHERN RAILROAD,
 OU0367'ON THE INSIDE OF A RIGHT ANGLE CURVE FROM EAST TO NORTH, ALSO 33.15 KM
 OU0367'(20.7 MI) NORTH OF EDGEMONT SD, 15.2 METERS (50 FT) NORTHWEST OF THE
 OU0367'CENTER OF THE ROAD, 32.9 METERS (108 FT) EAST OF THE CENTER OF A
 OU0367'PRIVATE DRIVE LEADING NORTH TO A FRAME HOUSE AND 0.9 METER (3 FT)
 OU0367'SOUTH OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 OU0367'THROUGH A 5-INCH LOGO CAP.
 OU0367'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 OU0367'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0646 ***********************************************************************
 OT0646  DESIGNATION -  B 430
 OT0646  PID         -  OT0646
 OT0646  STATE/COUNTY-  SD/FALL RIVER
 OT0646  COUNTRY     -  US
 OT0646  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0646
 OT0646                         *CURRENT SURVEY CONTROL
 OT0646  ______________________________________________________________________
 OT0646* NAD 83(1986) POSITION- 43 25 41.     (N) 103 30 42.     (W)   SCALED
 OT0646* NAVD 88 ORTHO HEIGHT -  1197.411 (meters)     3928.51  (feet) ADJUSTED
 OT0646  ______________________________________________________________________
 OT0646  GEOID HEIGHT    -        -15.427 (meters)                     GEOID18
 OT0646  DYNAMIC HEIGHT  -       1196.905 (meters)     3926.85  (feet) COMP
 OT0646  MODELED GRAVITY -    980,154.2   (mgal)                       NAVD 88
 OT0646
 OT0646  VERT ORDER      -  FIRST     CLASS II
 OT0646
 OT0646.The horizontal coordinates were scaled from a map and have
 OT0646.an estimated accuracy of +/- 6 seconds.
 OT0646
 OT0646.The orthometric height was determined by differential leveling and
 OT0646.adjusted by the NATIONAL GEODETIC SURVEY
 OT0646.in June 1991.
 OT0646
 OT0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0646.GEOID18 height accuracy estimate available here.
 OT0646
 OT0646.Click photographs - Photos may exist for this station.
 OT0646
 OT0646.The dynamic height is computed by dividing the NAVD 88
 OT0646.geopotential number by the normal gravity value computed on the
 OT0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0646.degrees latitude (g = 980.6199 gals.).
 OT0646
 OT0646.The modeled gravity was interpolated from observed gravity values.
 OT0646
 OT0646;                    North         East    Units  Estimated Accuracy
 OT0646;SPC SD S     -   126,540.      342,730.      MT  (+/- 180 meters Scaled)
 OT0646
 OT0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ204094(NAD 83)
 OT0646
 OT0646                          SUPERSEDED SURVEY CONTROL
 OT0646
 OT0646.No superseded survey control is available for this station.
 OT0646
 OT0646_MARKER: DV = VERTICAL CONTROL DISK
 OT0646_SETTING: 66 = SET IN ROCK OUTCROP
 OT0646_STAMPING: B 430 1985
 OT0646_MARK LOGO: NGS
 OT0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0646+STABILITY: POSITION/ELEVATION WELL
 OT0646
 OT0646  HISTORY     - Date     Condition        Report By
 OT0646  HISTORY     - 1985     MONUMENTED       NGS
 OT0646
 OT0646                          STATION DESCRIPTION
 OT0646
 OT0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0646'3.3 KM (2.05 MI) WEST FROM HOT SPRINGS.
 OT0646'3.35 KM (2.1 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US
 OT0646'HIGHWAY 385 AT HOT SPRINGS, AT A HIGH TENSION POWER LINE CROSSING THE
 OT0646'HIGHWAY, IN TOP OF A 2- BY 2-FOOT PORTION OF LIMESTONE OUTCROP, IN THE
 OT0646'EAST END OF A LONG ROCK CUT, 0.1 KM (0.05 MI) WEST OF THE T JUNCTION
 OT0646'OF A DIRT ROAD LEADING SOUTH, 16.3 METERS (53.5 FT) SOUTH OF THE
 OT0646'HIGHWAY CENTERLINE, 10.5 METERS (34.5 FT) EAST OF THE SOUTH END OF A
 OT0646'24-INCH CONCRETE PIPE CULVERT AND 1.0 METER (3.5 FT) ABOVE THE BASE OF
 OT0646'THE CUT.
 OT0646'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0646'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0671 ***********************************************************************
 OT0671  DESIGNATION -  B 431
 OT0671  PID         -  OT0671
 OT0671  STATE/COUNTY-  SD/CUSTER
 OT0671  COUNTRY     -  US
 OT0671  USGS QUAD   -  FAIRBURN (2017)
 OT0671
 OT0671                         *CURRENT SURVEY CONTROL
 OT0671  ______________________________________________________________________
 OT0671* NAD 83(1986) POSITION- 43 44 52.     (N) 103 13 10.     (W)   SCALED
 OT0671* NAVD 88 ORTHO HEIGHT -  1040.378 (meters)     3413.31  (feet) ADJUSTED
 OT0671  ______________________________________________________________________
 OT0671  GEOID HEIGHT    -        -16.027 (meters)                     GEOID18
 OT0671  DYNAMIC HEIGHT  -       1039.973 (meters)     3411.98  (feet) COMP
 OT0671  MODELED GRAVITY -    980,194.4   (mgal)                       NAVD 88
 OT0671
 OT0671  VERT ORDER      -  FIRST     CLASS II
 OT0671
 OT0671.The horizontal coordinates were scaled from a map and have
 OT0671.an estimated accuracy of +/- 6 seconds.
 OT0671
 OT0671.The orthometric height was determined by differential leveling and
 OT0671.adjusted by the NATIONAL GEODETIC SURVEY
 OT0671.in June 1991.
 OT0671
 OT0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0671.GEOID18 height accuracy estimate available here.
 OT0671
 OT0671.Click photographs - Photos may exist for this station.
 OT0671
 OT0671.The dynamic height is computed by dividing the NAVD 88
 OT0671.geopotential number by the normal gravity value computed on the
 OT0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0671.degrees latitude (g = 980.6199 gals.).
 OT0671
 OT0671.The modeled gravity was interpolated from observed gravity values.
 OT0671
 OT0671;                    North         East    Units  Estimated Accuracy
 OT0671;SPC SD S     -   161,170.      367,610.      MT  (+/- 180 meters Scaled)
 OT0671
 OT0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ433454(NAD 83)
 OT0671
 OT0671                          SUPERSEDED SURVEY CONTROL
 OT0671
 OT0671.No superseded survey control is available for this station.
 OT0671
 OT0671_MARKER: I = METAL ROD
 OT0671_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0671+WITH SETTING: INFORMATION.
 OT0671_STAMPING: B 431 1985
 OT0671_MARK LOGO: NGS
 OT0671_PROJECTION: FLUSH
 OT0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0671_ROD/PIPE-DEPTH: 2.3 meters
 OT0671
 OT0671  HISTORY     - Date     Condition        Report By
 OT0671  HISTORY     - 1985     MONUMENTED       NGS
 OT0671
 OT0671                          STATION DESCRIPTION
 OT0671
 OT0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0671'10.7 KM (6.65 MI) SOUTH FROM HERMOSA.
 OT0671'10.75 KM (6.7 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0671'STATE HIGHWAY 40 EAST AT HERMOSA, 3.7 KM (2.3 MI) NORTH OF THE
 OT0671'CROSSING OF DRY CREEK, 0.26 KM (0.15 MI) SOUTH OF MILEPOST 54, 30.0
 OT0671'METERS (98.5 FT) WEST OF THE HIGHWAY CENTERLINE, 1.5 METERS (5 FT)
 OT0671'SOUTHEAST OF A POWER POLE IN THE EAST ROW OF TWO POWER LINES,
 OT0671'0.9 METER (3 FT) SOUTH OF THE SOUTH END OF A WIRE GATE AND 0.3 METER
 OT0671'(1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  ROD SET TO 7.5 ANCHORED
 OT0671'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OT0671'CAP.
 OT0671'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0671'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0644 ***********************************************************************
 OS0644  DESIGNATION -  B 432
 OS0644  PID         -  OS0644
 OS0644  STATE/COUNTY-  SD/JACKSON
 OS0644  COUNTRY     -  US
 OS0644  USGS QUAD   -  STAMFORD NW (2017)
 OS0644
 OS0644                         *CURRENT SURVEY CONTROL
 OS0644  ______________________________________________________________________
 OS0644* NAD 83(1986) POSITION- 43 53 06.     (N) 101 07 47.     (W)   SCALED
 OS0644* NAVD 88 ORTHO HEIGHT -   707.199 (meters)     2320.20  (feet) ADJUSTED
 OS0644  ______________________________________________________________________
 OS0644  GEOID HEIGHT    -        -23.023 (meters)                     GEOID18
 OS0644  DYNAMIC HEIGHT  -        706.967 (meters)     2319.44  (feet) COMP
 OS0644  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 OS0644
 OS0644  VERT ORDER      -  FIRST     CLASS II
 OS0644
 OS0644.The horizontal coordinates were scaled from a map and have
 OS0644.an estimated accuracy of +/- 6 seconds.
 OS0644
 OS0644.The orthometric height was determined by differential leveling and
 OS0644.adjusted by the NATIONAL GEODETIC SURVEY
 OS0644.in June 1991.
 OS0644
 OS0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0644.GEOID18 height accuracy estimate available here.
 OS0644
 OS0644.Click photographs - Photos may exist for this station.
 OS0644
 OS0644.The dynamic height is computed by dividing the NAVD 88
 OS0644.geopotential number by the normal gravity value computed on the
 OS0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0644.degrees latitude (g = 980.6199 gals.).
 OS0644
 OS0644.The modeled gravity was interpolated from observed gravity values.
 OS0644
 OS0644;                    North         East    Units  Estimated Accuracy
 OS0644;SPC SD S     -   172,690.      536,010.      MT  (+/- 180 meters Scaled)
 OS0644
 OS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP289613(NAD 83)
 OS0644
 OS0644                          SUPERSEDED SURVEY CONTROL
 OS0644
 OS0644.No superseded survey control is available for this station.
 OS0644
 OS0644_MARKER: I = METAL ROD
 OS0644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0644_STAMPING: B 432 1985
 OS0644_MARK LOGO: NGS
 OS0644_PROJECTION: FLUSH
 OS0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0644+STABILITY: POSITION/ELEVATION WELL
 OS0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0644+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OS0644_ROD/PIPE-DEPTH: 14.6 meters
 OS0644_SLEEVE-DEPTH  : 12.2 meters
 OS0644
 OS0644  HISTORY     - Date     Condition        Report By
 OS0644  HISTORY     - 1985     MONUMENTED       NGS
 OS0644  HISTORY     - 19910621 GOOD             NGS
 OS0644  HISTORY     - 20130115 GOOD             INDIV
 OS0644
 OS0644                          STATION DESCRIPTION
 OS0644
 OS0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0644'13.5 KM (8.4 MI) EAST FROM BELVIDERE.
 OS0644'THE MARK IS 1.5 M BELOW THE SERVICE ROAD.
 OS0644'0.69 KM (0.43 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0644'BELVIDERE, THENCE 12.77 KM (7.94 MI) EAST ALONG THE I 90 SERVICE ROAD,
 OS0644'IN THE WEST CORNER OF THE INTERSECTION OF FIELDS ACCESS ROADS, 1.01 KM
 OS0644'(0.63 MI) NORTHEAST OF THE T JUNCTION OF STATE HIGHWAY 63 LEADING
 OS0644'NORTH, 29.7 METERS (97.5 FT) NORTHWEST OF THE CENTER OF THE ROAD, 12.5
 OS0644'METERS (41 FT) SOUTHWEST OF THE CENTER OF A FIELD ACCESS ROAD, 26.2
 OS0644'METERS (86 FT) WEST OF THE NORTHWEST END OF A 24-INCH CONCRETE PIPE
 OS0644'CULVERT AND 0.8 METER (2.5 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 OS0644'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0644'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OS0644
 OS0644                          STATION RECOVERY (1991)
 OS0644
 OS0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0644'32.4 KM (20.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0644'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), THENCE 0.2
 OS0644'KM (0.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 63, THENCE 1.0 KM
 OS0644'(0.60 MI) NORTHEASTERLY ALONG A COUNTY ROAD, 29.4 M (96.5 FT)
 OS0644'NORTHWEST OF THE CENTER OF THE ROAD, 12.2 M (40.0 FT) SOUTHWEST OF
 OS0644'THE CENTER OF A FIELD ACCESS ROAD, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 OS0644'THE ROAD, 0.8 M (2.6 FT) SOUTHEAST OF A FENCE, AND 0.4 M (1.3 FT)
 OS0644'NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0644'THROUGH A 5-INCH LOGO CAP.
 OS0644
 OS0644                          STATION RECOVERY (2013)
 OS0644
 OS0644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0925 ***********************************************************************
 PT0925  DESIGNATION -  B 433
 PT0925  PID         -  PT0925
 PT0925  STATE/COUNTY-  SD/STANLEY
 PT0925  COUNTRY     -  US
 PT0925  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0925
 PT0925                         *CURRENT SURVEY CONTROL
 PT0925  ______________________________________________________________________
 PT0925* NAD 83(1986) POSITION- 44 27 24.     (N) 101 08 07.     (W)   SCALED
 PT0925* NAVD 88 ORTHO HEIGHT -   677.654 (meters)     2223.27  (feet) ADJUSTED
 PT0925  ______________________________________________________________________
 PT0925  GEOID HEIGHT    -        -22.164 (meters)                     GEOID18
 PT0925  DYNAMIC HEIGHT  -        677.488 (meters)     2222.73  (feet) COMP
 PT0925  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 PT0925
 PT0925  VERT ORDER      -  FIRST     CLASS II
 PT0925
 PT0925.The horizontal coordinates were scaled from a map and have
 PT0925.an estimated accuracy of +/- 6 seconds.
 PT0925
 PT0925.The orthometric height was determined by differential leveling and
 PT0925.adjusted by the NATIONAL GEODETIC SURVEY
 PT0925.in June 1991.
 PT0925
 PT0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0925.GEOID18 height accuracy estimate available here.
 PT0925
 PT0925.Click photographs - Photos may exist for this station.
 PT0925
 PT0925.The dynamic height is computed by dividing the NAVD 88
 PT0925.geopotential number by the normal gravity value computed on the
 PT0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0925.degrees latitude (g = 980.6199 gals.).
 PT0925
 PT0925.The modeled gravity was interpolated from observed gravity values.
 PT0925
 PT0925;                    North         East    Units  Estimated Accuracy
 PT0925;SPC SD S     -   236,210.      536,180.      MT  (+/- 180 meters Scaled)
 PT0925
 PT0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ301248(NAD 83)
 PT0925
 PT0925                          SUPERSEDED SURVEY CONTROL
 PT0925
 PT0925.No superseded survey control is available for this station.
 PT0925
 PT0925_MARKER: I = METAL ROD
 PT0925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0925_STAMPING: B 433 1985
 PT0925_MARK LOGO: NGS
 PT0925_PROJECTION: FLUSH
 PT0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0925+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 PT0925_ROD/PIPE-DEPTH: 7.3 meters
 PT0925
 PT0925  HISTORY     - Date     Condition        Report By
 PT0925  HISTORY     - 1985     MONUMENTED       NGS
 PT0925  HISTORY     - 20110401 GOOD             INDIV
 PT0925
 PT0925                          STATION DESCRIPTION
 PT0925
 PT0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0925'45.0 KM (27.95 MI) NORTH FROM MIDLAND.
 PT0925'44.99 KM (27.96 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0925'FROM THEIR JUNCTION AT MIDLAND, IN TOP OF A LOW ROUNDED HILL BETWEEN
 PT0925'TWO LARGER RIDGES, 0.20 KM (0.12 MI) SOUTH OF THE BOTTOM OF A DRAW,
 PT0925'0.13 KM (0.08 MI) SOUTH OF MILEPOST 125, 16.5 METERS (54 FT) EAST OF
 PT0925'THE HIGHWAY CENTERLINE, 5.9 METERS (19.5 FT) EAST OF THE RIGHT-OF-WAY
 PT0925'FENCE AND 1.9 METERS (6.1 FT) NORTHEAST OF A POWER POLE.  NOTE--ACCESS
 PT0925'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0925'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0925'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PT0925
 PT0925                          STATION RECOVERY (2011)
 PT0925
 PT0925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0655 ***********************************************************************
 OS0655  DESIGNATION -  B 434
 OS0655  PID         -  OS0655
 OS0655  STATE/COUNTY-  SD/JONES
 OS0655  COUNTRY     -  US
 OS0655  USGS QUAD   -  OKATON (2017)
 OS0655
 OS0655                         *CURRENT SURVEY CONTROL
 OS0655  ______________________________________________________________________
 OS0655* NAD 83(1986) POSITION- 43 52 56.     (N) 100 52 29.     (W)   SCALED
 OS0655* NAVD 88 ORTHO HEIGHT -   698.306 (meters)     2291.03  (feet) ADJUSTED
 OS0655  ______________________________________________________________________
 OS0655  GEOID HEIGHT    -        -23.720 (meters)                     GEOID18
 OS0655  DYNAMIC HEIGHT  -        698.074 (meters)     2290.26  (feet) COMP
 OS0655  MODELED GRAVITY -    980,265.0   (mgal)                       NAVD 88
 OS0655
 OS0655  VERT ORDER      -  FIRST     CLASS II
 OS0655
 OS0655.The horizontal coordinates were scaled from a map and have
 OS0655.an estimated accuracy of +/- 6 seconds.
 OS0655
 OS0655.The orthometric height was determined by differential leveling and
 OS0655.adjusted by the NATIONAL GEODETIC SURVEY
 OS0655.in June 1991.
 OS0655
 OS0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0655.GEOID18 height accuracy estimate available here.
 OS0655
 OS0655.Click photographs - Photos may exist for this station.
 OS0655
 OS0655.The dynamic height is computed by dividing the NAVD 88
 OS0655.geopotential number by the normal gravity value computed on the
 OS0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0655.degrees latitude (g = 980.6199 gals.).
 OS0655
 OS0655.The modeled gravity was interpolated from observed gravity values.
 OS0655
 OS0655;                    North         East    Units  Estimated Accuracy
 OS0655;SPC SD S     -   172,210.      556,500.      MT  (+/- 180 meters Scaled)
 OS0655
 OS0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP493604(NAD 83)
 OS0655
 OS0655                          SUPERSEDED SURVEY CONTROL
 OS0655
 OS0655.No superseded survey control is available for this station.
 OS0655
 OS0655_MARKER: I = METAL ROD
 OS0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0655_STAMPING: B 434 1985
 OS0655_MARK LOGO: NGS
 OS0655_PROJECTION: FLUSH
 OS0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0655_ROD/PIPE-DEPTH: 4.9 meters
 OS0655
 OS0655  HISTORY     - Date     Condition        Report By
 OS0655  HISTORY     - 1985     MONUMENTED       NGS
 OS0655
 OS0655                          STATION DESCRIPTION
 OS0655
 OS0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0655'1.4 KM (0.85 MI) EAST FROM OKATON.
 OS0655'1.39 KM (0.86 MI) EAST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0655'OF I 90 EXIT 183 AT OKATON, IN THE TOP CENTER OF A LOW CUT, 0.69 KM
 OS0655'(0.43 MI) NORTHWEST OF THE Y JUNCTION OF AN OLD PAVED ROAD LEADING
 OS0655'WEST TO OKATON, 29.9 METERS (98 FT) SOUTHWEST OF THE CENTER OF THE
 OS0655'ROAD, 50.0 METERS (164 FT) WEST-SOUTHWEST OF THE SOUTHWEST END OF A
 OS0655'4- BY 5-FOOT CONCRETE PIPE CULVERT, 45.4 METERS (149 FT)
 OS0655'SOUTH-SOUTHEAST O THE SOUTHWEST END OF A 12-INCH CONCRETE PIPE CULVERT
 OS0655'AND 0.3 METER FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS
 OS0655'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0655'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OS0655'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0694 ***********************************************************************
 OT0694  DESIGNATION -  B 435
 OT0694  PID         -  OT0694
 OT0694  STATE/COUNTY-  SD/PENNINGTON
 OT0694  COUNTRY     -  US
 OT0694  USGS QUAD   -  CAPUTA NE (2017)
 OT0694
 OT0694                         *CURRENT SURVEY CONTROL
 OT0694  ______________________________________________________________________
 OT0694* NAD 83(1986) POSITION- 43 56 24.     (N) 102 46 09.     (W)   SCALED
 OT0694* NAVD 88 ORTHO HEIGHT -   841.318 (meters)     2760.22  (feet) ADJUSTED
 OT0694  ______________________________________________________________________
 OT0694  GEOID HEIGHT    -        -17.596 (meters)                     GEOID18
 OT0694  DYNAMIC HEIGHT  -        841.050 (meters)     2759.34  (feet) COMP
 OT0694  MODELED GRAVITY -    980,272.3   (mgal)                       NAVD 88
 OT0694
 OT0694  VERT ORDER      -  FIRST     CLASS II
 OT0694
 OT0694.The horizontal coordinates were scaled from a map and have
 OT0694.an estimated accuracy of +/- 6 seconds.
 OT0694
 OT0694.The orthometric height was determined by differential leveling and
 OT0694.adjusted by the NATIONAL GEODETIC SURVEY
 OT0694.in June 1991.
 OT0694
 OT0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0694.GEOID18 height accuracy estimate available here.
 OT0694
 OT0694.Click photographs - Photos may exist for this station.
 OT0694
 OT0694.The dynamic height is computed by dividing the NAVD 88
 OT0694.geopotential number by the normal gravity value computed on the
 OT0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0694.degrees latitude (g = 980.6199 gals.).
 OT0694
 OT0694.The modeled gravity was interpolated from observed gravity values.
 OT0694
 OT0694;                    North         East    Units  Estimated Accuracy
 OT0694;SPC SD S     -   181,360.      404,480.      MT  (+/- 180 meters Scaled)
 OT0694
 OT0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ790676(NAD 83)
 OT0694
 OT0694                          SUPERSEDED SURVEY CONTROL
 OT0694
 OT0694.No superseded survey control is available for this station.
 OT0694
 OT0694_MARKER: I = METAL ROD
 OT0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0694_STAMPING: B 435 1985
 OT0694_MARK LOGO: NGS
 OT0694_PROJECTION: FLUSH
 OT0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0694+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 OT0694_ROD/PIPE-DEPTH: 3.4 meters
 OT0694
 OT0694  HISTORY     - Date     Condition        Report By
 OT0694  HISTORY     - 1985     MONUMENTED       NGS
 OT0694  HISTORY     - 20120410 GOOD             INDIV
 OT0694
 OT0694                          STATION DESCRIPTION
 OT0694
 OT0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0694'39.8 KM (24.75 MI) SE FROM RAPID CITY.
 OT0694'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0694'RAPID CITY, THENCE 39.5 KM (24.7 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0694'0.18 KM (0.1 MI) NORTHWEST OF MILEPOST 71, 30.2 METERS (99 FT) SOUTH
 OT0694'OF THE HIGHWAY CENTERLINE, 7.0 METERS (23 FT) WEST OF THE WEST END OF
 OT0694'A WIRE GATE AND 0.3 METER (1 FT) NORTH OF A FENCE T JUNCTION.
 OT0694'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0694'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0694'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 OT0694
 OT0694                          STATION RECOVERY (2012)
 OT0694
 OT0694'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0720 ***********************************************************************
 OT0720  CBN         -  This is a Cooperative Base Network Control Station.
 OT0720  DESIGNATION -  B 436
 OT0720  PID         -  OT0720
 OT0720  STATE/COUNTY-  SD/PENNINGTON
 OT0720  COUNTRY     -  US
 OT0720  USGS QUAD   -  CONATA NE (2017)
 OT0720
 OT0720                         *CURRENT SURVEY CONTROL
 OT0720  ______________________________________________________________________
 OT0720* NAD 83(2011) POSITION- 43 42 57.10890(N) 102 07 08.76805(W)   ADJUSTED
 OT0720* NAD 83(2011) ELLIP HT-   717.993 (meters)        (06/27/12)   ADJUSTED
 OT0720* NAD 83(2011) EPOCH   -  2010.00
 OT0720* NAVD 88 ORTHO HEIGHT -   737.457 (meters)     2419.47  (feet) ADJUSTED
 OT0720  ______________________________________________________________________
 OT0720  GEOID HEIGHT    -        -19.473 (meters)                     GEOID18
 OT0720  NAD 83(2011) X  -   -969,496.481 (meters)                     COMP
 OT0720  NAD 83(2011) Y  - -4,514,952.352 (meters)                     COMP
 OT0720  NAD 83(2011) Z  -  4,385,823.786 (meters)                     COMP
 OT0720  LAPLACE CORR    -         -7.54  (seconds)                    DEFLEC18
 OT0720  DYNAMIC HEIGHT  -        737.221 (meters)     2418.70  (feet) COMP
 OT0720  MODELED GRAVITY -    980,273.9   (mgal)                       NAVD 88
 OT0720
 OT0720  VERT ORDER      -  FIRST     CLASS II
 OT0720
 OT0720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0720  Standards:
 OT0720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0720  -------------------------------------------------------------------
 OT0720  NETWORK    1.00   2.43           0.47   0.32   1.24     -0.04048108
 OT0720  -------------------------------------------------------------------
 OT0720  Click here for local accuracies and other accuracy information.
 OT0720
 OT0720.The horizontal coordinates were established by GPS observations
 OT0720.and adjusted by the National Geodetic Survey in June 2012.
 OT0720
 OT0720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0720.been affixed to the stable North American tectonic plate. See 
 OT0720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0720
 OT0720.The horizontal coordinates are valid at the epoch date displayed above
 OT0720.which is a decimal equivalence of Year/Month/Day.
 OT0720
 OT0720.The orthometric height was determined by differential leveling and
 OT0720.adjusted by the NATIONAL GEODETIC SURVEY
 OT0720.in June 1991.
 OT0720
 OT0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0720.GEOID18 height accuracy estimate available here.
 OT0720
 OT0720.Click photographs - Photos may exist for this station.
 OT0720
 OT0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0720
 OT0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0720
 OT0720.The ellipsoidal height was determined by GPS observations
 OT0720.and is referenced to NAD 83.
 OT0720
 OT0720.The dynamic height is computed by dividing the NAVD 88
 OT0720.geopotential number by the normal gravity value computed on the
 OT0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0720.degrees latitude (g = 980.6199 gals.).
 OT0720
 OT0720.The modeled gravity was interpolated from observed gravity values.
 OT0720
 OT0720. The following values were computed from the NAD 83(2011) position.
 OT0720
 OT0720;                    North         East     Units Scale Factor Converg.
 OT0720;SPC SD S     -   155,134.219   456,112.793   MT  0.99990831   -1 13 54.9
 OT0720;SPC SD S     -   508,969.52  1,496,430.06   sFT  0.99990831   -1 13 54.9
 OT0720;UTM  13      - 4,844,349.133   732,077.358   MT  1.00026253   +1 59 30.6
 OT0720
 OT0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0720!SPC SD S     -   0.99988742  x   0.99990831  =   0.99979574
 OT0720!UTM  13      -   0.99988742  x   1.00026253  =   1.00014992
 OT0720
 OT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3207744349(NAD 83)
 OT0720
 OT0720                          SUPERSEDED SURVEY CONTROL
 OT0720
 OT0720  NAD 83(2007)-  43 42 57.10879(N)    102 07 08.76918(W) AD(2002.00) 0
 OT0720  ELLIP H (02/10/07)  718.021  (m)                       GP(2002.00)    
 OT0720  ELLIP H (04/15/04)  718.009  (m)                       GP(       ) 2 1
 OT0720  NAD 83(1996)-  43 42 57.10817(N)    102 07 08.76928(W) AD(       ) B
 OT0720  ELLIP H (04/18/97)  718.052  (m)                       GP(       ) 4 1
 OT0720  NAVD 88             737.46   (m)         2419.5    (f) LEVELING    3  
 OT0720
 OT0720.Superseded values are not recommended for survey control.
 OT0720
 OT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0720.See file dsdata.pdf to determine how the superseded data were derived.
 OT0720
 OT0720_MARKER: I = METAL ROD
 OT0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0720_STAMPING: B 436 1985
 OT0720_MARK LOGO: NGS
 OT0720_PROJECTION: FLUSH
 OT0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0720+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OT0720_ROD/PIPE-DEPTH: 3.5 meters
 OT0720
 OT0720  HISTORY     - Date     Condition        Report By
 OT0720  HISTORY     - 1985     MONUMENTED       NGS
 OT0720  HISTORY     - 19970214 GOOD             NGS
 OT0720  HISTORY     - 20130116 GOOD             INDIV
 OT0720
 OT0720                          STATION DESCRIPTION
 OT0720
 OT0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0720'12.1 KM (7.5 MI) WEST FROM INTERIOR.
 OT0720'12.15 KM (7.6 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0720'STATE HIGHWAY 377 IN INTERIOR, 5.75 KM (3.6 MI) EAST OF THE T JUNCTION
 OT0720'OF CONATA ROAD, 0.11 KM (0.05 MI) WEST OF THE WEST END OF A CURVE,
 OT0720'22.2 METERS (73 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.7 METERS (32
 OT0720'FT) WEST OF THE WEST END OF A WIRE GATE, 1.2 METERS (4 FT) EAST OF A
 OT0720'FENCE T JUNCTION AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 OT0720'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0720'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 OT0720'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0720
 OT0720                          STATION RECOVERY (1997)
 OT0720
 OT0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DFC)
 OT0720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 377 IN
 OT0720'INTERIOR, GO WEST FOR 12.15 KM (7.55 MI) ON HIGHWAY 44 TO THE STATION
 OT0720'ON RIGHT, ABOUT 0.11 KM (0.05 MI) WEST OF THE WEST END OF A CURVE.
 OT0720'LOCATED 22.2 M (72.8 FT) NORTH OF THE APPROXIMATE CENTER OF HIGHWAY,
 OT0720'9.7 M (31.8 FT) WEST OF THE WEST END OF A METAL GATE, 1.2 M (3.9 FT)
 OT0720'EAST OF A FENCE T-JUNCTION, 0.3 M (1.0 FT) SOUTH OF THE RIGHT-OF-WAY
 OT0720'FENCE, AND ABOUT LEVEL WITH HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 OT0720'THROUGH A 5-INCH LOG CAP.
 OT0720
 OT0720                          STATION RECOVERY (2013)
 OT0720
 OT0720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OT0720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0593 ***********************************************************************
 QS0593  DESIGNATION -  B 438
 QS0593  PID         -  QS0593
 QS0593  STATE/COUNTY-  SD/ZIEBACH
 QS0593  COUNTRY     -  US
 QS0593  USGS QUAD   -  DUPREE (2017)
 QS0593
 QS0593                         *CURRENT SURVEY CONTROL
 QS0593  ______________________________________________________________________
 QS0593* NAD 83(1986) POSITION- 45 03 15.     (N) 101 34 06.     (W)   SCALED
 QS0593* NAVD 88 ORTHO HEIGHT -   712.278 (meters)     2336.87  (feet) ADJUSTED
 QS0593  ______________________________________________________________________
 QS0593  GEOID HEIGHT    -        -20.610 (meters)                     GEOID18
 QS0593  DYNAMIC HEIGHT  -        712.136 (meters)     2336.40  (feet) COMP
 QS0593  MODELED GRAVITY -    980,394.5   (mgal)                       NAVD 88
 QS0593
 QS0593  VERT ORDER      -  FIRST     CLASS II
 QS0593
 QS0593.The horizontal coordinates were scaled from a map and have
 QS0593.an estimated accuracy of +/- 6 seconds.
 QS0593
 QS0593.The orthometric height was determined by differential leveling and
 QS0593.adjusted by the NATIONAL GEODETIC SURVEY
 QS0593.in June 1991.
 QS0593
 QS0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0593.GEOID18 height accuracy estimate available here.
 QS0593
 QS0593.Click photographs - Photos may exist for this station.
 QS0593
 QS0593.The dynamic height is computed by dividing the NAVD 88
 QS0593.geopotential number by the normal gravity value computed on the
 QS0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0593.degrees latitude (g = 980.6199 gals.).
 QS0593
 QS0593.The modeled gravity was interpolated from observed gravity values.
 QS0593
 QS0593;                    North         East    Units  Estimated Accuracy
 QS0593;SPC SD N     -   136,860.      476,470.      MT  (+/- 180 meters Scaled)
 QS0593
 QS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ977921(NAD 83)
 QS0593
 QS0593                          SUPERSEDED SURVEY CONTROL
 QS0593
 QS0593.No superseded survey control is available for this station.
 QS0593
 QS0593_MARKER: I = METAL ROD
 QS0593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0593_STAMPING: B 438 1985
 QS0593_MARK LOGO: NGS
 QS0593_PROJECTION: FLUSH
 QS0593_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0593+STABILITY: POSITION/ELEVATION WELL
 QS0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0593+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0593_ROD/PIPE-DEPTH: 14.6 meters
 QS0593_SLEEVE-DEPTH  : 12.2 meters
 QS0593
 QS0593  HISTORY     - Date     Condition        Report By
 QS0593  HISTORY     - 1985     MONUMENTED       NGS
 QS0593  HISTORY     - 19960425 GOOD             NGS
 QS0593  HISTORY     - 20120724 GOOD             INDIV
 QS0593
 QS0593                          STATION DESCRIPTION
 QS0593
 QS0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0593'3.2 KM (2.0 MI) NE FROM DUPREE.
 QS0593'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0593'STREET AT DUPREE, THENCE 0.32 KM (0.20 MI) NORTH ALONG STATE HIGHWAY
 QS0593'65, AT A RIGHT ANGLE OFFSET IN THE RIGHT-OF-WAY FENCE, IN THE
 QS0593'NORTHEAST CORNER OF A FIELD ACCESS ROAD LEADING EAST, 0.32 KM (0.20
 QS0593'MI) NORTH OF MILEPOST 164, 22.3 METERS (73 FT) EAST OF THE HIGHWAY
 QS0593'CENTERLINE, 19.2 METERS (63 FT) NORTH OF THE CENTER OF THE ROAD, 88.7
 QS0593'METERS (291 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE,
 QS0593'12.9 METERS (42.5 FT) NORTH-NORTHWEST OF A T JUNCTION IN THE
 QS0593'RIGHT-OF-WAY FENCE, 3.7 METERS (12 FT) SOUTH OF THE SHORT EAST-WEST
 QS0593'PORTION OF THE RIGHT-OF-WAY FENCE, 1.0 METER (3.4 FT) WEST OF THE
 QS0593'RIGHT-OF-WAY FENCE AND 0.3 METER (3.4 FT) WEST OF THE RIGHT-OF-WAY
 QS0593'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0593'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0593'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 QS0593
 QS0593                          STATION RECOVERY (1996)
 QS0593
 QS0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0593'2.9 KM (1.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0593'MAIN STREET IN DUPREE, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG STATE
 QS0593'HIGHWAY 65, 271.0 M (889.1 FT) NORTH OF MILEPOST 164.03, 88.7 M (291.0
 QS0593'FT) NORTH OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING BEAR
 QS0593'CREEK, 22.3 M (73.2 FT) EAST OF THE HIGHWAY CENTERLINE, 19.2 M (63.0
 QS0593'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 12.9 M (42.3 FT) NORTH OF
 QS0593'A T-FENCE CORNER, 4.5 M (14.8 FT) WEST OF A FENCE, 0.5 M (1.6 FT)
 QS0593'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 QS0593'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0593
 QS0593                          STATION RECOVERY (2012)
 QS0593
 QS0593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0621 ***********************************************************************
 QS0621  CBN         -  This is a Cooperative Base Network Control Station.
 QS0621  DESIGNATION -  B 439
 QS0621  PID         -  QS0621
 QS0621  STATE/COUNTY-  SD/DEWEY
 QS0621  COUNTRY     -  US
 QS0621  USGS QUAD   -  ISABEL (2017)
 QS0621
 QS0621                         *CURRENT SURVEY CONTROL
 QS0621  ______________________________________________________________________
 QS0621* NAD 83(2011) POSITION- 45 24 07.78750(N) 101 25 43.91033(W)   ADJUSTED
 QS0621* NAD 83(2011) ELLIP HT-   701.859 (meters)        (06/27/12)   ADJUSTED
 QS0621* NAD 83(2011) EPOCH   -  2010.00
 QS0621* NAVD 88 ORTHO HEIGHT -   722.409 (meters)     2370.10  (feet) ADJUSTED
 QS0621  ______________________________________________________________________
 QS0621  GEOID HEIGHT    -        -20.547 (meters)                     GEOID18
 QS0621  NAD 83(2011) X  -   -888,979.187 (meters)                     COMP
 QS0621  NAD 83(2011) Y  - -4,397,411.020 (meters)                     COMP
 QS0621  NAD 83(2011) Z  -  4,519,340.913 (meters)                     COMP
 QS0621  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 QS0621  DYNAMIC HEIGHT  -        722.296 (meters)     2369.73  (feet) COMP
 QS0621  MODELED GRAVITY -    980,436.7   (mgal)                       NAVD 88
 QS0621
 QS0621  VERT ORDER      -  FIRST     CLASS II
 QS0621
 QS0621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QS0621  Standards:
 QS0621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QS0621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QS0621  -------------------------------------------------------------------
 QS0621  NETWORK    0.94   2.86           0.44   0.30   1.46     -0.10776644
 QS0621  -------------------------------------------------------------------
 QS0621  Click here for local accuracies and other accuracy information.
 QS0621
 QS0621.The horizontal coordinates were established by GPS observations
 QS0621.and adjusted by the National Geodetic Survey in June 2012.
 QS0621
 QS0621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QS0621.been affixed to the stable North American tectonic plate. See 
 QS0621.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QS0621
 QS0621.The horizontal coordinates are valid at the epoch date displayed above
 QS0621.which is a decimal equivalence of Year/Month/Day.
 QS0621
 QS0621.The orthometric height was determined by differential leveling and
 QS0621.adjusted by the NATIONAL GEODETIC SURVEY
 QS0621.in June 1991.
 QS0621
 QS0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0621.GEOID18 height accuracy estimate available here.
 QS0621
 QS0621.Click photographs - Photos may exist for this station.
 QS0621
 QS0621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0621
 QS0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0621
 QS0621.The ellipsoidal height was determined by GPS observations
 QS0621.and is referenced to NAD 83.
 QS0621
 QS0621.The dynamic height is computed by dividing the NAVD 88
 QS0621.geopotential number by the normal gravity value computed on the
 QS0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0621.degrees latitude (g = 980.6199 gals.).
 QS0621
 QS0621.The modeled gravity was interpolated from observed gravity values.
 QS0621
 QS0621. The following values were computed from the NAD 83(2011) position.
 QS0621
 QS0621;                    North         East     Units Scale Factor Converg.
 QS0621;SPC SD N     -   175,322.047   488,140.031   MT  0.99995785   -1 00 40.5
 QS0621;SPC SD N     -   575,202.42  1,601,506.09   sFT  0.99995785   -1 00 40.5
 QS0621;UTM  14      - 5,030,496.969   309,912.983   MT  1.00004428   -1 43 48.0
 QS0621
 QS0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0621!SPC SD N     -   0.99988998  x   0.99995785  =   0.99984783
 QS0621!UTM  14      -   0.99988998  x   1.00004428  =   0.99993425
 QS0621
 QS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0991230496(NAD 83)
 QS0621
 QS0621                          SUPERSEDED SURVEY CONTROL
 QS0621
 QS0621  NAD 83(2007)-  45 24 07.78742(N)    101 25 43.91146(W) AD(2002.00) 0
 QS0621  ELLIP H (02/10/07)  701.885  (m)                       GP(2002.00)    
 QS0621  ELLIP H (04/15/04)  701.882  (m)                       GP(       ) 2 1
 QS0621  NAD 83(1996)-  45 24 07.78676(N)    101 25 43.91101(W) AD(       ) B
 QS0621  ELLIP H (04/18/97)  701.953  (m)                       GP(       ) 4 1
 QS0621  NAVD 88             722.41   (m)         2370.1    (f) LEVELING    3  
 QS0621
 QS0621.Superseded values are not recommended for survey control.
 QS0621
 QS0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0621.See file dsdata.pdf to determine how the superseded data were derived.
 QS0621
 QS0621_MARKER: F = FLANGE-ENCASED ROD
 QS0621_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0621_STAMPING: B 439 1985
 QS0621_MARK LOGO: NGS
 QS0621_PROJECTION: FLUSH
 QS0621_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0621+STABILITY: POSITION/ELEVATION WELL
 QS0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0621+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0621_ROD/PIPE-DEPTH: 14.9 meters
 QS0621_SLEEVE-DEPTH  : 12.2 meters
 QS0621
 QS0621  HISTORY     - Date     Condition        Report By
 QS0621  HISTORY     - 1985     MONUMENTED       NGS
 QS0621  HISTORY     - 19951005 GOOD             NGS
 QS0621  HISTORY     - 19990622 GOOD             NGS
 QS0621
 QS0621                          STATION DESCRIPTION
 QS0621
 QS0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0621'1.0 KM (0.6 MI) NORTH FROM ISABEL.
 QS0621'1.00 KM (0.62 MI) NORTH ALONG MAIN STREET (STATE HIGHWAY 65) FROM THE
 QS0621'POST OFFICE AT ISABEL, IN THE CENTER OF A DOUBLE WOODEN POST BRACE,
 QS0621'0.42 KM (0.26 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 20, 0.36 KM
 QS0621'(0.22 MI) SOUTH OF MILEPOST 194, 29.7 METERS (97.5 FT) EAST OF THE
 QS0621'HIGHWAY CENTERLINE, 18.3 METERS (60 FT) EAST-SOUTHEAST OF THE EAST LEG
 QS0621'OF THE MCINTOSH 38 MILE SIGN, 0.6 METER (2 FT) WEST OF THE
 QS0621'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) NORTH OF A METAL POST.
 QS0621'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0621'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0621'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 QS0621
 QS0621                          STATION RECOVERY (1995)
 QS0621
 QS0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 QS0621'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 QS0621'FIRESTEEL AND 0.7 MI (1.1 KM) NORTH OF ISABEL ON STATE HIGHWAY 65.
 QS0621'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 QS0621'JUNCTION OF STATE HIGHWAYS 20 AND 65 NORTH ON THE NORTH SIDE OF
 QS0621'ISABEL, GO NORTH ON STATE HIGHWAY 65 FOR 0.2 MI (0.3 KM) TO THE
 QS0621'STATION ON THE RIGHT.  THE STATION IS LOCATED 97.5 FT (29.7 M) EAST OF
 QS0621'THE HIGHWAY CENTER, 60.0 FT (18.3 M) EAST-SOUTHEAST OF THE EAST LEG OF
 QS0621'A SIGN, 2.0 FT (0.6 M) WEST OF A FENCE, 4.0 FT (1.2 M) BELOW THE
 QS0621'HIGHWAY LEVEL, 1.0 FT (0.3 M) NORTH OF A METAL GUARD POST, 1.0 FT (0.3
 QS0621'M) SOUTH OF A WITNESS POST, AND 0.05 M (0.16 FT) BELOW THE GROUND
 QS0621'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QS0621'CAP.
 QS0621
 QS0621                          STATION RECOVERY (1999)
 QS0621
 QS0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0621'0.7 KM (0.45 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0621'IN ISABEL, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG STATE HIGHWAY 65,
 QS0621'395.5 M (1297.6 FT) SOUTH OF MILEPOST 194, 30.0 M (98.4 FT) EAST OF
 QS0621'THE HIGHWAY CENTERLINE, 18.2 M (59.7 FT) SOUTHEAST OF THE EAST LEG OF
 QS0621'A HIGHWAY INFORMATION SIGN (MCINTOSH 38), 1.0 M (3.3 FT) BELOW THE
 QS0621'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF THE CENTER OF 2 BRACED
 QS0621'FENCE POSTS, 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, AND 0.3 M
 QS0621'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 QS0621'THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 QS0621'THIS MONUMENT IS A COOPERATIVE BASE NETWORK CONTROL STATION AND A
 QS0621'BASIC NET A JUNCTION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0030 ***********************************************************************
 OR0030  DESIGNATION -  B 44
 OR0030  PID         -  OR0030
 OR0030  STATE/COUNTY-  SD/DAVISON
 OR0030  COUNTRY     -  US
 OR0030  USGS QUAD   -  MITCHELL (2017)
 OR0030
 OR0030                         *CURRENT SURVEY CONTROL
 OR0030  ______________________________________________________________________
 OR0030* NAD 83(1986) POSITION- 43 43 53.     (N) 098 03 02.     (W)   SCALED
 OR0030* NAVD 88 ORTHO HEIGHT -   397.230 (meters)     1303.25  (feet) ADJUSTED
 OR0030  ______________________________________________________________________
 OR0030  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 OR0030  DYNAMIC HEIGHT  -        397.132 (meters)     1302.92  (feet) COMP
 OR0030  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 OR0030
 OR0030  VERT ORDER      -  FIRST     CLASS II
 OR0030
 OR0030.The horizontal coordinates were scaled from a map and have
 OR0030.an estimated accuracy of +/- 6 seconds.
 OR0030
 OR0030.The orthometric height was determined by differential leveling and
 OR0030.adjusted by the NATIONAL GEODETIC SURVEY
 OR0030.in June 1991.
 OR0030
 OR0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0030.GEOID18 height accuracy estimate available here.
 OR0030
 OR0030.Click photographs - Photos may exist for this station.
 OR0030
 OR0030.The dynamic height is computed by dividing the NAVD 88
 OR0030.geopotential number by the normal gravity value computed on the
 OR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0030.degrees latitude (g = 980.6199 gals.).
 OR0030
 OR0030.The modeled gravity was interpolated from observed gravity values.
 OR0030
 OR0030;                    North         East    Units  Estimated Accuracy
 OR0030;SPC SD S     -   157,840.      783,880.      MT  (+/- 180 meters Scaled)
 OR0030
 OR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP764424(NAD 83)
 OR0030
 OR0030                          SUPERSEDED SURVEY CONTROL
 OR0030
 OR0030  NGVD 29 (??/??/92)  396.933  (m)         1302.27   (f) ADJ UNCH    1 2
 OR0030
 OR0030.Superseded values are not recommended for survey control.
 OR0030
 OR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0030.See file dsdata.pdf to determine how the superseded data were derived.
 OR0030
 OR0030_MARKER: DB = BENCH MARK DISK
 OR0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0030_STAMPING: B 44 1934
 OR0030_MARK LOGO: CGS
 OR0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0030+STABILITY: SURFACE MOTION
 OR0030
 OR0030  HISTORY     - Date     Condition        Report By
 OR0030  HISTORY     - 1934     MONUMENTED       CGS
 OR0030  HISTORY     - 19950630 MARK NOT FOUND   NGS
 OR0030
 OR0030                          STATION DESCRIPTION
 OR0030
 OR0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0030'2.87 MI N FROM MITCHELL.
 OR0030'2.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0030'RAILROAD FROM THE FEDERAL BUILDING AT MITCHELL, DAVISON COUNTY,
 OR0030'1 POLE SOUTH OF A SWITCH, AT A ROAD CROSSING, 175 FEET NORTH
 OR0030'OF THE CENTERLINE OF THE ROAD, 40 FEET EAST OF THE CENTERLINE
 OR0030'OF THE TRACK, AND 3 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 OR0030'B 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OR0030
 OR0030                          STATION RECOVERY (1995)
 OR0030
 OR0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0030'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1976 ***********************************************************************
 NM1976  DESIGNATION -  B 447
 NM1976  PID         -  NM1976
 NM1976  STATE/COUNTY-  SD/UNION
 NM1976  COUNTRY     -  US
 NM1976  USGS QUAD   -  ALSEN (2017)
 NM1976
 NM1976                         *CURRENT SURVEY CONTROL
 NM1976  ______________________________________________________________________
 NM1976* NAD 83(1986) POSITION- 42 52 50.34   (N) 096 47 41.67   (W)   HD_HELD1
 NM1976* NAVD 88 ORTHO HEIGHT -   382.297 (meters)     1254.25  (feet) ADJUSTED
 NM1976  ______________________________________________________________________
 NM1976  GEOID HEIGHT    -        -25.523 (meters)                     GEOID18
 NM1976  DYNAMIC HEIGHT  -        382.194 (meters)     1253.91  (feet) COMP
 NM1976  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 NM1976
 NM1976  VERT ORDER      -  FIRST     CLASS II
 NM1976
 NM1976.The horizontal coordinates were determined by differentially corrected
 NM1976.hand held GPS observations or other comparable positioning techniques
 NM1976.and have an estimated accuracy of +/- 3 meters.
 NM1976
 NM1976.The orthometric height was determined by differential leveling and
 NM1976.adjusted by the NATIONAL GEODETIC SURVEY
 NM1976.in June 1991.
 NM1976
 NM1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1976.GEOID18 height accuracy estimate available here.
 NM1976
 NM1976.Click photographs - Photos may exist for this station.
 NM1976
 NM1976.The dynamic height is computed by dividing the NAVD 88
 NM1976.geopotential number by the normal gravity value computed on the
 NM1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1976.degrees latitude (g = 980.6199 gals.).
 NM1976
 NM1976.The modeled gravity was interpolated from observed gravity values.
 NM1976
 NM1976;                    North         East    Units  Estimated Accuracy
 NM1976;SPC SD S     -    66,959.6     888,993.8     MT  (+/- 3 meters HH1 GPS) 
 NM1976
 NM1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8008449920(NAD 83)
 NM1976
 NM1976                          SUPERSEDED SURVEY CONTROL
 NM1976
 NM1976.No superseded survey control is available for this station.
 NM1976
 NM1976_MARKER: I = METAL ROD
 NM1976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1976_STAMPING: B 447 1990
 NM1976_MARK LOGO: NGS
 NM1976_PROJECTION: PROJECTING 17 CENTIMETERS
 NM1976_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1976+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 NM1976_ROD/PIPE-DEPTH: 9.1 meters
 NM1976_SLEEVE-DEPTH  : 0.9 meters
 NM1976
 NM1976  HISTORY     - Date     Condition        Report By
 NM1976  HISTORY     - 1990     MONUMENTED       NGS
 NM1976  HISTORY     - 20120514 GOOD             INDIV
 NM1976
 NM1976                          STATION DESCRIPTION
 NM1976
 NM1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1976'10.6 KM (6.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1976'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.4 KM (0.2 MI)
 NM1976'NORTH OF MILEPOST 33, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 NM1976'NORTHBOUND LANES OF THE HIGHWAY, 21.5 M (70.5 FT) EAST OF THE EAST
 NM1976'END OF A 24-INCH CULVERT, 9.9 M (32.5 FT) SOUTH OF A T-FENCE CORNER,
 NM1976'0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 NM1976'SOUTHWEST OF A WITNESS POST, AND 0.5 M (1.6 FT) WEST OF A FENCE.
 NM1976'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 NM1976'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1976
 NM1976                          STATION RECOVERY (2012)
 NM1976
 NM1976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0981 ***********************************************************************
 OQ0981  DESIGNATION -  B 448
 OQ0981  PID         -  OQ0981
 OQ0981  STATE/COUNTY-  SD/LINCOLN
 OQ0981  COUNTRY     -  US
 OQ0981  USGS QUAD   -  TEA (2017)
 OQ0981
 OQ0981                         *CURRENT SURVEY CONTROL
 OQ0981  ______________________________________________________________________
 OQ0981* NAD 83(1986) POSITION- 43 25 04.     (N) 096 47 45.     (W)   SCALED
 OQ0981* NAVD 88 ORTHO HEIGHT -   439.569 (meters)     1442.15  (feet) ADJUSTED
 OQ0981  ______________________________________________________________________
 OQ0981  GEOID HEIGHT    -        -26.369 (meters)                     GEOID18
 OQ0981  DYNAMIC HEIGHT  -        439.448 (meters)     1441.76  (feet) COMP
 OQ0981  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 OQ0981
 OQ0981  VERT ORDER      -  FIRST     CLASS II
 OQ0981
 OQ0981.The horizontal coordinates were scaled from a map and have
 OQ0981.an estimated accuracy of +/- 6 seconds.
 OQ0981
 OQ0981.The orthometric height was determined by differential leveling and
 OQ0981.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0981.in June 1991.
 OQ0981
 OQ0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0981.GEOID18 height accuracy estimate available here.
 OQ0981
 OQ0981.Click photographs - Photos may exist for this station.
 OQ0981
 OQ0981.The dynamic height is computed by dividing the NAVD 88
 OQ0981.geopotential number by the normal gravity value computed on the
 OQ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0981.degrees latitude (g = 980.6199 gals.).
 OQ0981
 OQ0981.The modeled gravity was interpolated from observed gravity values.
 OQ0981
 OQ0981;                    North         East    Units  Estimated Accuracy
 OQ0981;SPC SD S     -   126,570.      886,380.      MT  (+/- 180 meters Scaled)
 OQ0981
 OQ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP784095(NAD 83)
 OQ0981
 OQ0981                          SUPERSEDED SURVEY CONTROL
 OQ0981
 OQ0981.No superseded survey control is available for this station.
 OQ0981
 OQ0981_MARKER: I = METAL ROD
 OQ0981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0981_STAMPING: B 448 1990
 OQ0981_MARK LOGO: NGS
 OQ0981_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0981_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0981+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0981_ROD/PIPE-DEPTH: 6.7 meters
 OQ0981_SLEEVE-DEPTH  : 0.9 meters
 OQ0981
 OQ0981  HISTORY     - Date     Condition        Report By
 OQ0981  HISTORY     - 1990     MONUMENTED       NGS
 OQ0981
 OQ0981                          STATION DESCRIPTION
 OQ0981
 OQ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0981'14.3 KM (8.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0981'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.6 KM (0.4 MI) NORTH OF
 OQ0981'MILEPOST 70, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 OQ0981'NORTHBOUND LANES OF THE HIGHWAY, 5.8 M (19.0 FT) NORTH OF A T-FENCE
 OQ0981'CORNER, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OQ0981'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ0981'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1012 ***********************************************************************
 OQ1012  DESIGNATION -  B 449
 OQ1012  PID         -  OQ1012
 OQ1012  STATE/COUNTY-  SD/MINNEHAHA
 OQ1012  COUNTRY     -  US
 OQ1012  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1012
 OQ1012                         *CURRENT SURVEY CONTROL
 OQ1012  ______________________________________________________________________
 OQ1012* NAD 83(1986) POSITION- 43 30 31.     (N) 096 44 10.     (W)   SCALED
 OQ1012* NAVD 88 ORTHO HEIGHT -   427.910 (meters)     1403.90  (feet) ADJUSTED
 OQ1012  ______________________________________________________________________
 OQ1012  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 OQ1012  DYNAMIC HEIGHT  -        427.795 (meters)     1403.52  (feet) COMP
 OQ1012  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 OQ1012
 OQ1012  VERT ORDER      -  FIRST     CLASS II
 OQ1012
 OQ1012.The horizontal coordinates were scaled from a map and have
 OQ1012.an estimated accuracy of +/- 6 seconds.
 OQ1012
 OQ1012.The orthometric height was determined by differential leveling and
 OQ1012.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1012.in June 1991.
 OQ1012
 OQ1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1012.GEOID18 height accuracy estimate available here.
 OQ1012
 OQ1012.Click photographs - Photos may exist for this station.
 OQ1012
 OQ1012.The dynamic height is computed by dividing the NAVD 88
 OQ1012.geopotential number by the normal gravity value computed on the
 OQ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1012.degrees latitude (g = 980.6199 gals.).
 OQ1012
 OQ1012.The modeled gravity was interpolated from observed gravity values.
 OQ1012
 OQ1012;                    North         East    Units  Estimated Accuracy
 OQ1012;SPC SD S     -   136,860.      890,770.      MT  (+/- 180 meters Scaled)
 OQ1012
 OQ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP829197(NAD 83)
 OQ1012
 OQ1012                          SUPERSEDED SURVEY CONTROL
 OQ1012
 OQ1012.No superseded survey control is available for this station.
 OQ1012
 OQ1012_MARKER: I = METAL ROD
 OQ1012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1012_STAMPING: B 449 1990
 OQ1012_MARK LOGO: NGS
 OQ1012_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ1012_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1012+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2011
 OQ1012_ROD/PIPE-DEPTH: 5.2 meters
 OQ1012_SLEEVE-DEPTH  : 0.9 meters
 OQ1012
 OQ1012  HISTORY     - Date     Condition        Report By
 OQ1012  HISTORY     - 1990     MONUMENTED       NGS
 OQ1012  HISTORY     - 20110302 GOOD             INDIV
 OQ1012
 OQ1012                          STATION DESCRIPTION
 OQ1012
 OQ1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1012'6.1 KM (3.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1012'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 0.3 KM (0.2 MI) SOUTHWEST
 OQ1012'OF MILEPOST 3, 32.0 M (105.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 OQ1012'SOUTHBOUND LANES OF THE HIGHWAY, 25.2 M (82.7 FT) SOUTHWEST OF THE
 OQ1012'MOST NORTHWESTERLY OF 2 LEGS OF A HIGHWAY INFORMATION SIGN, 1.8 M
 OQ1012'(5.9 FT) BELOW THE LEVEL OF THE SOUTHBOUND HIGHWAY LANES, AND 0.6 M
 OQ1012'(2.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OQ1012'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 OQ1012'DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1012
 OQ1012                          STATION RECOVERY (2011)
 OQ1012
 OQ1012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0076 ***********************************************************************
 PS0076  DESIGNATION -  B 45
 PS0076  PID         -  PS0076
 PS0076  STATE/COUNTY-  SD/BEADLE
 PS0076  COUNTRY     -  US
 PS0076  USGS QUAD   -  WOONSOCKET NW (2017)
 PS0076
 PS0076                         *CURRENT SURVEY CONTROL
 PS0076  ______________________________________________________________________
 PS0076* NAD 83(1986) POSITION- 44 13 52.     (N) 098 23 47.     (W)   SCALED
 PS0076* NAVD 88 ORTHO HEIGHT -   410.842 (meters)     1347.90  (feet) ADJUSTED
 PS0076  ______________________________________________________________________
 PS0076  GEOID HEIGHT    -        -25.191 (meters)                     GEOID18
 PS0076  DYNAMIC HEIGHT  -        410.765 (meters)     1347.65  (feet) COMP
 PS0076  MODELED GRAVITY -    980,419.6   (mgal)                       NAVD 88
 PS0076
 PS0076  VERT ORDER      -  FIRST     CLASS II
 PS0076
 PS0076.The horizontal coordinates were scaled from a map and have
 PS0076.an estimated accuracy of +/- 6 seconds.
 PS0076
 PS0076.The orthometric height was determined by differential leveling and
 PS0076.adjusted by the NATIONAL GEODETIC SURVEY
 PS0076.in June 1991.
 PS0076
 PS0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0076.GEOID18 height accuracy estimate available here.
 PS0076
 PS0076.Click photographs - Photos may exist for this station.
 PS0076
 PS0076.The dynamic height is computed by dividing the NAVD 88
 PS0076.geopotential number by the normal gravity value computed on the
 PS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0076.degrees latitude (g = 980.6199 gals.).
 PS0076
 PS0076.The modeled gravity was interpolated from observed gravity values.
 PS0076
 PS0076;                    North         East    Units  Estimated Accuracy
 PS0076;SPC SD N     -    45,470.      728,120.      MT  (+/- 180 meters Scaled)
 PS0076
 PS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP482977(NAD 83)
 PS0076
 PS0076                          SUPERSEDED SURVEY CONTROL
 PS0076
 PS0076  NGVD 29 (??/??/92)  410.542  (m)         1346.92   (f) ADJ UNCH    1 2
 PS0076
 PS0076.Superseded values are not recommended for survey control.
 PS0076
 PS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0076.See file dsdata.pdf to determine how the superseded data were derived.
 PS0076
 PS0076_MARKER: DB = BENCH MARK DISK
 PS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0076_STAMPING: B 45 1934
 PS0076_MARK LOGO: CGS
 PS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0076+STABILITY: SURFACE MOTION
 PS0076
 PS0076  HISTORY     - Date     Condition        Report By
 PS0076  HISTORY     - 1934     MONUMENTED       CGS
 PS0076  HISTORY     - 1971     GOOD             USGS
 PS0076
 PS0076                          STATION DESCRIPTION
 PS0076
 PS0076'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PS0076'3.5 MI NW FROM ALPENA.
 PS0076'IN BEADLE COUNTY, ABOUT 3 1/2 MILES NORTHWEST ALONG THE CHICAGO,
 PS0076'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 PS0076'ALPENA, JERAULD COUNTY, ABOUT 8 POLES SOUTHEAST OF THE MILE POST
 PS0076'42, AT A ROAD CROSSING, 61 FEET NORTH AND 22 FEET EAST OF
 PS0076'RAILROAD CROSSING, 2 FEET NORTH AND 2 FEET EAST OF TELEPHONE
 PS0076'POLE, 2 FEET WEST OF USC AND GS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1939 ***********************************************************************
 NM1939  DESIGNATION -  B 450
 NM1939  PID         -  NM1939
 NM1939  STATE/COUNTY-  SD/UNION
 NM1939  COUNTRY     -  US
 NM1939  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM1939
 NM1939                         *CURRENT SURVEY CONTROL
 NM1939  ______________________________________________________________________
 NM1939* NAD 83(1986) POSITION- 42 30 36.     (N) 096 29 35.     (W)   SCALED
 NM1939* NAVD 88 ORTHO HEIGHT -   335.509 (meters)     1100.75  (feet) ADJUSTED
 NM1939  ______________________________________________________________________
 NM1939  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 NM1939  DYNAMIC HEIGHT  -        335.403 (meters)     1100.40  (feet) COMP
 NM1939  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 NM1939
 NM1939  VERT ORDER      -  FIRST     CLASS II
 NM1939
 NM1939.The horizontal coordinates were scaled from a map and have
 NM1939.an estimated accuracy of +/- 6 seconds.
 NM1939
 NM1939.The orthometric height was determined by differential leveling and
 NM1939.adjusted by the NATIONAL GEODETIC SURVEY
 NM1939.in June 1991.
 NM1939
 NM1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1939.GEOID18 height accuracy estimate available here.
 NM1939
 NM1939.Click photographs - Photos may exist for this station.
 NM1939
 NM1939.The dynamic height is computed by dividing the NAVD 88
 NM1939.geopotential number by the normal gravity value computed on the
 NM1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1939.degrees latitude (g = 980.6199 gals.).
 NM1939
 NM1939.The modeled gravity was interpolated from observed gravity values.
 NM1939
 NM1939;                    North         East    Units  Estimated Accuracy
 NM1939;SPC SD S     -    26,920.      915,530.      MT  (+/- 180 meters Scaled)
 NM1939
 NM1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN059094(NAD 83)
 NM1939
 NM1939                          SUPERSEDED SURVEY CONTROL
 NM1939
 NM1939.No superseded survey control is available for this station.
 NM1939
 NM1939_MARKER: I = METAL ROD
 NM1939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1939_STAMPING: B 450 1990
 NM1939_MARK LOGO: NGS
 NM1939_PROJECTION: PROJECTING 4 CENTIMETERS
 NM1939_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1939+STABILITY: POSITION/ELEVATION WELL
 NM1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1939+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1939_ROD/PIPE-DEPTH: 36.6 meters
 NM1939_SLEEVE-DEPTH  : 12.2 meters
 NM1939
 NM1939  HISTORY     - Date     Condition        Report By
 NM1939  HISTORY     - 1990     MONUMENTED       NGS
 NM1939
 NM1939                          STATION DESCRIPTION
 NM1939
 NM1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1939'1.7 KM (1.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1939'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 0.65 KM (0.40 MI)
 NM1939'NORTH OF MILEPOST 1, 64.0 M (210.0 FT) SOUTH OF THE MOST EASTERLY 1
 NM1939'OF 2 STEEL POSTS SUPPORTING A HIGHWAY INFORMATION SIGN, 32.2 M (105.6
 NM1939'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 NM1939'14.2 M (46.6 FT) NORTH OF UTILITY POLE NUMBER 64Q110 64Q115, 1.5 M
 NM1939'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A
 NM1939'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1939'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1009 ***********************************************************************
 OQ1009  DESIGNATION -  B 451
 OQ1009  PID         -  OQ1009
 OQ1009  STATE/COUNTY-  SD/LINCOLN
 OQ1009  COUNTRY     -  US
 OQ1009  USGS QUAD   -  TEA (2017)
 OQ1009
 OQ1009                         *CURRENT SURVEY CONTROL
 OQ1009  ______________________________________________________________________
 OQ1009* NAD 83(1986) POSITION- 43 29 36.     (N) 096 46 36.     (W)   SCALED
 OQ1009* NAVD 88 ORTHO HEIGHT -   441.813 (meters)     1449.51  (feet) ADJUSTED
 OQ1009  ______________________________________________________________________
 OQ1009  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 OQ1009  DYNAMIC HEIGHT  -        441.694 (meters)     1449.12  (feet) COMP
 OQ1009  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 OQ1009
 OQ1009  VERT ORDER      -  FIRST     CLASS II
 OQ1009
 OQ1009.The horizontal coordinates were scaled from a map and have
 OQ1009.an estimated accuracy of +/- 6 seconds.
 OQ1009
 OQ1009.The orthometric height was determined by differential leveling and
 OQ1009.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1009.in June 1991.
 OQ1009
 OQ1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1009.GEOID18 height accuracy estimate available here.
 OQ1009
 OQ1009.Click photographs - Photos may exist for this station.
 OQ1009
 OQ1009.The dynamic height is computed by dividing the NAVD 88
 OQ1009.geopotential number by the normal gravity value computed on the
 OQ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1009.degrees latitude (g = 980.6199 gals.).
 OQ1009
 OQ1009.The modeled gravity was interpolated from observed gravity values.
 OQ1009
 OQ1009;                    North         East    Units  Estimated Accuracy
 OQ1009;SPC SD S     -   135,020.      887,570.      MT  (+/- 180 meters Scaled)
 OQ1009
 OQ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP797180(NAD 83)
 OQ1009
 OQ1009                          SUPERSEDED SURVEY CONTROL
 OQ1009
 OQ1009.No superseded survey control is available for this station.
 OQ1009
 OQ1009_MARKER: I = METAL ROD
 OQ1009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1009_STAMPING: B 451 1990
 OQ1009_MARK LOGO: NGS
 OQ1009_PROJECTION: PROJECTING 16 CENTIMETERS
 OQ1009_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1009+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2011
 OQ1009_ROD/PIPE-DEPTH: 12.0 meters
 OQ1009_SLEEVE-DEPTH  : 0.9 meters
 OQ1009
 OQ1009  HISTORY     - Date     Condition        Report By
 OQ1009  HISTORY     - 1990     MONUMENTED       NGS
 OQ1009  HISTORY     - 20110303 GOOD             INDIV
 OQ1009
 OQ1009                          STATION DESCRIPTION
 OQ1009
 OQ1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1009'9.9 KM (6.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1009'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 0.8 KM (0.5 MI) SOUTHWEST
 OQ1009'OF MILEPOST 1, 56.5 M (185.4 FT) SOUTHWEST OF THE SOUTH LEG OF A
 OQ1009'HIGHWAY INFORMATION SIGN, 52.0 M (170.6 FT) SOUTH OF THE CENTERLINE
 OQ1009'OF THE NORTHBOUND LANES OF THE HIGHWAY, 19.4 M (63.6 FT) SOUTH OF A
 OQ1009'FENCE CORNER, 1.1 M (3.6 FT) NORTHEAST OF A FENCE CORNER, 1.0 M (3.3
 OQ1009'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) EAST OF A FENCE,
 OQ1009'AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OQ1009'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 OQ1009'DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1009
 OQ1009                          STATION RECOVERY (2011)
 OQ1009
 OQ1009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1057 ***********************************************************************
 OQ1057  DESIGNATION -  B 452
 OQ1057  PID         -  OQ1057
 OQ1057  STATE/COUNTY-  SD/MOODY
 OQ1057  COUNTRY     -  US
 OQ1057  USGS QUAD   -  TRENT (2017)
 OQ1057
 OQ1057                         *CURRENT SURVEY CONTROL
 OQ1057  ______________________________________________________________________
 OQ1057* NAD 83(1986) POSITION- 43 59 53.     (N) 096 39 13.     (W)   SCALED
 OQ1057* NAVD 88 ORTHO HEIGHT -   465.808 (meters)     1528.24  (feet) ADJUSTED
 OQ1057  ______________________________________________________________________
 OQ1057  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 OQ1057  DYNAMIC HEIGHT  -        465.701 (meters)     1527.89  (feet) COMP
 OQ1057  MODELED GRAVITY -    980,376.3   (mgal)                       NAVD 88
 OQ1057
 OQ1057  VERT ORDER      -  FIRST     CLASS II
 OQ1057
 OQ1057.The horizontal coordinates were scaled from a map and have
 OQ1057.an estimated accuracy of +/- 6 seconds.
 OQ1057
 OQ1057.The orthometric height was determined by differential leveling and
 OQ1057.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1057.in June 1991.
 OQ1057
 OQ1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1057.GEOID18 height accuracy estimate available here.
 OQ1057
 OQ1057.Click photographs - Photos may exist for this station.
 OQ1057
 OQ1057.The dynamic height is computed by dividing the NAVD 88
 OQ1057.geopotential number by the normal gravity value computed on the
 OQ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1057.degrees latitude (g = 980.6199 gals.).
 OQ1057
 OQ1057.The modeled gravity was interpolated from observed gravity values.
 OQ1057
 OQ1057;                    North         East    Units  Estimated Accuracy
 OQ1057;SPC SD S     -   191,480.      895,030.      MT  (+/- 180 meters Scaled)
 OQ1057
 OQ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP881743(NAD 83)
 OQ1057
 OQ1057                          SUPERSEDED SURVEY CONTROL
 OQ1057
 OQ1057.No superseded survey control is available for this station.
 OQ1057
 OQ1057_MARKER: I = METAL ROD
 OQ1057_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1057_STAMPING: B 452 1990
 OQ1057_MARK LOGO: NGS
 OQ1057_PROJECTION: FLUSH
 OQ1057_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1057+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1057_ROD/PIPE-DEPTH: 10.4 meters
 OQ1057
 OQ1057  HISTORY     - Date     Condition        Report By
 OQ1057  HISTORY     - 1990     MONUMENTED       NGS
 OQ1057  HISTORY     - 20110330 MARK NOT FOUND   INDIV
 OQ1057
 OQ1057                          STATION DESCRIPTION
 OQ1057
 OQ1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1057'IN EGAN, AT THE INTERSECTION OF STATE HIGHWAY 34 AND 2ND STREET, 17.0
 OQ1057'M (55.8 FT) SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 13.7
 OQ1057'M (44.9 FT) EAST OF A UTILITY POLE, 7.7 M (25.3 FT) SOUTH OF THE
 OQ1057'CENTER OF THE STREET, 1.8 M (5.9 FT) EAST OF A FENCE CORNER, AND 0.3
 OQ1057'M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1057'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON
 OQ1057'PROPERTY OWNED BY DOROTHY MARKUS, P.O. BOX 182, EGAN, SD 57024.
 OQ1057
 OQ1057                          STATION RECOVERY (2011)
 OQ1057
 OQ1057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1153 ***********************************************************************
 OQ1153  DESIGNATION -  B 453
 OQ1153  PID         -  OQ1153
 OQ1153  STATE/COUNTY-  SD/MCCOOK
 OQ1153  COUNTRY     -  US
 OQ1153  USGS QUAD   -  SPENCER (2017)
 OQ1153
 OQ1153                         *CURRENT SURVEY CONTROL
 OQ1153  ______________________________________________________________________
 OQ1153* NAD 83(1986) POSITION- 43 39 53.     (N) 097 34 01.     (W)   SCALED
 OQ1153* NAVD 88 ORTHO HEIGHT -   433.724 (meters)     1422.98  (feet) ADJUSTED
 OQ1153  ______________________________________________________________________
 OQ1153  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ1153  DYNAMIC HEIGHT  -        433.620 (meters)     1422.63  (feet) COMP
 OQ1153  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 OQ1153
 OQ1153  VERT ORDER      -  FIRST     CLASS II
 OQ1153
 OQ1153.The horizontal coordinates were scaled from a map and have
 OQ1153.an estimated accuracy of +/- 6 seconds.
 OQ1153
 OQ1153.The orthometric height was determined by differential leveling and
 OQ1153.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1153.in September 1993.
 OQ1153
 OQ1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1153.GEOID18 height accuracy estimate available here.
 OQ1153
 OQ1153.Click photographs - Photos may exist for this station.
 OQ1153
 OQ1153.The dynamic height is computed by dividing the NAVD 88
 OQ1153.geopotential number by the normal gravity value computed on the
 OQ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1153.degrees latitude (g = 980.6199 gals.).
 OQ1153
 OQ1153.The modeled gravity was interpolated from observed gravity values.
 OQ1153
 OQ1153;                    North         East    Units  Estimated Accuracy
 OQ1153;SPC SD S     -   151,620.      823,070.      MT  (+/- 180 meters Scaled)
 OQ1153
 OQ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP155356(NAD 83)
 OQ1153
 OQ1153                          SUPERSEDED SURVEY CONTROL
 OQ1153
 OQ1153.No superseded survey control is available for this station.
 OQ1153
 OQ1153_MARKER: I = METAL ROD
 OQ1153_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1153_STAMPING: B 453 1991
 OQ1153_MARK LOGO: NGS
 OQ1153_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1153_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1153+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1153_ROD/PIPE-DEPTH: 7.5 meters
 OQ1153_SLEEVE-DEPTH  : 0.9 meters
 OQ1153
 OQ1153  HISTORY     - Date     Condition        Report By
 OQ1153  HISTORY     - 1991     MONUMENTED       NGS
 OQ1153  HISTORY     - 20120209 GOOD             INDIV
 OQ1153
 OQ1153                          STATION DESCRIPTION
 OQ1153
 OQ1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1153'17.7 KM (11.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1153'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.1 KM (0.1
 OQ1153'MI) EAST OF MILEPOST 355, 31.0 M (101.7 FT) SOUTH OF THE CENTERLINE
 OQ1153'OF THE EASTBOUND LANES OF THE HIGHWAY, 5.5 M (18.0 FT) WEST OF A
 OQ1153'BRACED FENCE POST, 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE,
 OQ1153'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 OQ1153'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OQ1153'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1153
 OQ1153                          STATION RECOVERY (2012)
 OQ1153
 OQ1153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0986 ***********************************************************************
 OR0986  DESIGNATION -  B 454
 OR0986  PID         -  OR0986
 OR0986  STATE/COUNTY-  SD/AURORA
 OR0986  COUNTRY     -  US
 OR0986  USGS QUAD   -  MOUNT VERNON (2017)
 OR0986
 OR0986                         *CURRENT SURVEY CONTROL
 OR0986  ______________________________________________________________________
 OR0986* NAD 83(1986) POSITION- 43 41 43.     (N) 098 20 44.     (W)   SCALED
 OR0986* NAVD 88 ORTHO HEIGHT -   436.441 (meters)     1431.89  (feet) ADJUSTED
 OR0986  ______________________________________________________________________
 OR0986  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 OR0986  DYNAMIC HEIGHT  -        436.330 (meters)     1431.53  (feet) COMP
 OR0986  MODELED GRAVITY -    980,351.5   (mgal)                       NAVD 88
 OR0986
 OR0986  VERT ORDER      -  FIRST     CLASS II
 OR0986
 OR0986.The horizontal coordinates were scaled from a map and have
 OR0986.an estimated accuracy of +/- 6 seconds.
 OR0986
 OR0986.The orthometric height was determined by differential leveling and
 OR0986.adjusted by the NATIONAL GEODETIC SURVEY
 OR0986.in September 1993.
 OR0986
 OR0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0986.GEOID18 height accuracy estimate available here.
 OR0986
 OR0986.Click photographs - Photos may exist for this station.
 OR0986
 OR0986.The dynamic height is computed by dividing the NAVD 88
 OR0986.geopotential number by the normal gravity value computed on the
 OR0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0986.degrees latitude (g = 980.6199 gals.).
 OR0986
 OR0986.The modeled gravity was interpolated from observed gravity values.
 OR0986
 OR0986;                    North         East    Units  Estimated Accuracy
 OR0986;SPC SD S     -   153,220.      760,220.      MT  (+/- 180 meters Scaled)
 OR0986
 OR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP527382(NAD 83)
 OR0986
 OR0986                          SUPERSEDED SURVEY CONTROL
 OR0986
 OR0986.No superseded survey control is available for this station.
 OR0986
 OR0986_MARKER: I = METAL ROD
 OR0986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0986_STAMPING: B 454 1991
 OR0986_MARK LOGO: NGS
 OR0986_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0986_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0986+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0986_ROD/PIPE-DEPTH: 7.0 meters
 OR0986_SLEEVE-DEPTH  : 0.9 meters
 OR0986
 OR0986  HISTORY     - Date     Condition        Report By
 OR0986  HISTORY     - 1991     MONUMENTED       NGS
 OR0986  HISTORY     - 20120208 GOOD             INDIV
 OR0986
 OR0986                          STATION DESCRIPTION
 OR0986
 OR0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0986'11.5 KM (7.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0986'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0986'0.7 KM (0.4 MI) EAST OF MILEPOST 315, 30.4 M (99.7 FT) SOUTH OF THE
 OR0986'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 9.9 M (32.5 FT)
 OR0986'WEST OF A UTILITY LINE CROSSING, 8.0 M (26.2 FT) EAST OF A BRACED
 OR0986'FENCE POST, 1.0 M (3.3 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.9
 OR0986'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OR0986'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR0986'SPECIFICATIONS FOR A CLASS A MARK.
 OR0986
 OR0986                          STATION RECOVERY (2012)
 OR0986
 OR0986'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1136 ***********************************************************************
 OQ1136  DESIGNATION -  B 455
 OQ1136  PID         -  OQ1136
 OQ1136  STATE/COUNTY-  SD/MCCOOK
 OQ1136  COUNTRY     -  US
 OQ1136  USGS QUAD   -  MONTROSE (2017)
 OQ1136
 OQ1136                         *CURRENT SURVEY CONTROL
 OQ1136  ______________________________________________________________________
 OQ1136* NAD 83(1986) POSITION- 43 39 56.     (N) 097 13 42.     (W)   SCALED
 OQ1136* NAVD 88 ORTHO HEIGHT -   462.382 (meters)     1517.00  (feet) ADJUSTED
 OQ1136  ______________________________________________________________________
 OQ1136  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 OQ1136  DYNAMIC HEIGHT  -        462.263 (meters)     1516.61  (feet) COMP
 OQ1136  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 OQ1136
 OQ1136  VERT ORDER      -  FIRST     CLASS II
 OQ1136
 OQ1136.The horizontal coordinates were scaled from a map and have
 OQ1136.an estimated accuracy of +/- 6 seconds.
 OQ1136
 OQ1136.The orthometric height was determined by differential leveling and
 OQ1136.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1136.in September 1993.
 OQ1136
 OQ1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1136.GEOID18 height accuracy estimate available here.
 OQ1136
 OQ1136.Click photographs - Photos may exist for this station.
 OQ1136
 OQ1136.The dynamic height is computed by dividing the NAVD 88
 OQ1136.geopotential number by the normal gravity value computed on the
 OQ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1136.degrees latitude (g = 980.6199 gals.).
 OQ1136
 OQ1136.The modeled gravity was interpolated from observed gravity values.
 OQ1136
 OQ1136;                    North         East    Units  Estimated Accuracy
 OQ1136;SPC SD S     -   152,680.      850,350.      MT  (+/- 180 meters Scaled)
 OQ1136
 OQ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP428362(NAD 83)
 OQ1136
 OQ1136                          SUPERSEDED SURVEY CONTROL
 OQ1136
 OQ1136.No superseded survey control is available for this station.
 OQ1136
 OQ1136_MARKER: I = METAL ROD
 OQ1136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1136_STAMPING: B 455 1991
 OQ1136_MARK LOGO: NGS
 OQ1136_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1136_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1136+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OQ1136_ROD/PIPE-DEPTH: 7.8 meters
 OQ1136_SLEEVE-DEPTH  : 0.9 meters
 OQ1136
 OQ1136  HISTORY     - Date     Condition        Report By
 OQ1136  HISTORY     - 1991     MONUMENTED       NGS
 OQ1136
 OQ1136                          STATION DESCRIPTION
 OQ1136
 OQ1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1136'12.3 KM (7.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1136'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1136'51.8 M (169.9 FT) SOUTHEAST OF MILEPOST 372, 33.1 M (108.6 FT) SOUTH
 OQ1136'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 25.6 M (84.0
 OQ1136'FT) WEST OF THE MOST WESTERLY OF 4 BRACED FENCE POSTS, 3.7 M (12.1
 OQ1136'FT) EAST OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OQ1136'HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1136'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1136'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0830 ***********************************************************************
 OS0830  DESIGNATION -  B 456
 OS0830  PID         -  OS0830
 OS0830  STATE/COUNTY-  SD/LYMAN
 OS0830  COUNTRY     -  US
 OS0830  USGS QUAD   -  VIVIAN (2017)
 OS0830
 OS0830                         *CURRENT SURVEY CONTROL
 OS0830  ______________________________________________________________________
 OS0830* NAD 83(1986) POSITION- 43 54 41.     (N) 100 20 50.     (W)   SCALED
 OS0830* NAVD 88 ORTHO HEIGHT -   602.908 (meters)     1978.04  (feet) ADJUSTED
 OS0830  ______________________________________________________________________
 OS0830  GEOID HEIGHT    -        -24.668 (meters)                     GEOID18
 OS0830  DYNAMIC HEIGHT  -        602.724 (meters)     1977.44  (feet) COMP
 OS0830  MODELED GRAVITY -    980,294.8   (mgal)                       NAVD 88
 OS0830
 OS0830  VERT ORDER      -  FIRST     CLASS II
 OS0830
 OS0830.The horizontal coordinates were scaled from a map and have
 OS0830.an estimated accuracy of +/- 6 seconds.
 OS0830
 OS0830.The orthometric height was determined by differential leveling and
 OS0830.adjusted by the NATIONAL GEODETIC SURVEY
 OS0830.in September 1993.
 OS0830
 OS0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0830.GEOID18 height accuracy estimate available here.
 OS0830
 OS0830.Click photographs - Photos may exist for this station.
 OS0830
 OS0830.The dynamic height is computed by dividing the NAVD 88
 OS0830.geopotential number by the normal gravity value computed on the
 OS0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0830.degrees latitude (g = 980.6199 gals.).
 OS0830
 OS0830.The modeled gravity was interpolated from observed gravity values.
 OS0830
 OS0830;                    North         East    Units  Estimated Accuracy
 OS0830;SPC SD S     -   175,310.      598,880.      MT  (+/- 180 meters Scaled)
 OS0830
 OS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP918629(NAD 83)
 OS0830
 OS0830                          SUPERSEDED SURVEY CONTROL
 OS0830
 OS0830.No superseded survey control is available for this station.
 OS0830
 OS0830_MARKER: I = METAL ROD
 OS0830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0830_STAMPING: B 456 1991
 OS0830_MARK LOGO: NGS
 OS0830_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0830_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0830+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OS0830_ROD/PIPE-DEPTH: 4.8 meters
 OS0830_SLEEVE-DEPTH  : 0.9 meters
 OS0830
 OS0830  HISTORY     - Date     Condition        Report By
 OS0830  HISTORY     - 1991     MONUMENTED       NGS
 OS0830  HISTORY     - 20120607 GOOD             INDIV
 OS0830
 OS0830                          STATION DESCRIPTION
 OS0830
 OS0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0830'29.8 KM (18.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0830'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 0.2 KM (0.1 MI)
 OS0830'EAST OF MILEPOST 211, 29.4 M (96.5 FT) SOUTH OF THE CENTERLINE OF THE
 OS0830'EASTBOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT) NORTHWEST OF A
 OS0830'UTILITY POLE, 6.9 M (22.6 FT) EAST OF A T-FENCE CORNER, 1.0 M (3.3
 OS0830'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A
 OS0830'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0830'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OS0830'FOR A CLASS A MARK.
 OS0830
 OS0830                          STATION RECOVERY (2012)
 OS0830
 OS0830'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0845 ***********************************************************************
 OS0845  DESIGNATION -  B 457
 OS0845  PID         -  OS0845
 OS0845  STATE/COUNTY-  SD/JONES
 OS0845  COUNTRY     -  US
 OS0845  USGS QUAD   -  MURDO (2017)
 OS0845
 OS0845                         *CURRENT SURVEY CONTROL
 OS0845  ______________________________________________________________________
 OS0845* NAD 83(1986) POSITION- 43 54 17.     (N) 100 38 46.     (W)   SCALED
 OS0845* NAVD 88 ORTHO HEIGHT -   704.054 (meters)     2309.88  (feet) ADJUSTED
 OS0845  ______________________________________________________________________
 OS0845  GEOID HEIGHT    -        -24.142 (meters)                     GEOID18
 OS0845  DYNAMIC HEIGHT  -        703.828 (meters)     2309.14  (feet) COMP
 OS0845  MODELED GRAVITY -    980,275.2   (mgal)                       NAVD 88
 OS0845
 OS0845  VERT ORDER      -  FIRST     CLASS II
 OS0845
 OS0845.The horizontal coordinates were scaled from a map and have
 OS0845.an estimated accuracy of +/- 6 seconds.
 OS0845
 OS0845.The orthometric height was determined by differential leveling and
 OS0845.adjusted by the NATIONAL GEODETIC SURVEY
 OS0845.in September 1993.
 OS0845
 OS0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0845.GEOID18 height accuracy estimate available here.
 OS0845
 OS0845.Click photographs - Photos may exist for this station.
 OS0845
 OS0845.The dynamic height is computed by dividing the NAVD 88
 OS0845.geopotential number by the normal gravity value computed on the
 OS0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0845.degrees latitude (g = 980.6199 gals.).
 OS0845
 OS0845.The modeled gravity was interpolated from observed gravity values.
 OS0845
 OS0845;                    North         East    Units  Estimated Accuracy
 OS0845;SPC SD S     -   174,620.      574,880.      MT  (+/- 180 meters Scaled)
 OS0845
 OS0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP678626(NAD 83)
 OS0845
 OS0845                          SUPERSEDED SURVEY CONTROL
 OS0845
 OS0845.No superseded survey control is available for this station.
 OS0845
 OS0845_MARKER: I = METAL ROD
 OS0845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0845_STAMPING: B 457 1991
 OS0845_MARK LOGO: NGS
 OS0845_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0845_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0845+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 OS0845_ROD/PIPE-DEPTH: 5.9 meters
 OS0845_SLEEVE-DEPTH  : 0.9 meters
 OS0845
 OS0845  HISTORY     - Date     Condition        Report By
 OS0845  HISTORY     - 1991     MONUMENTED       NGS
 OS0845  HISTORY     - 20130113 GOOD             INDIV
 OS0845
 OS0845                          STATION DESCRIPTION
 OS0845
 OS0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0845'5.5 KM (3.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0845'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 0.1 KM (0.1
 OS0845'MI) NORTHEAST OF MILEPOST 196, 29.0 M (95.1 FT) SOUTHEAST OF THE
 OS0845'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 16.7 M (54.8 FT)
 OS0845'SOUTH-SOUTHWEST OF THE SOUTH END OF A CULVERT, 16.2 M (53.1 FT)
 OS0845'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 14.1 M (46.3 FT)
 OS0845'SOUTHWEST OF THE SOUTH END OF A CULVERT, 7.7 M (25.3 FT) NORTHEAST OF
 OS0845'THE NORTHEAST END OF A GATE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 OS0845'HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.
 OS0845'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0845'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0845
 OS0845                          STATION RECOVERY (2013)
 OS0845
 OS0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0882 ***********************************************************************
 OS0882  DESIGNATION -  B 458
 OS0882  PID         -  OS0882
 OS0882  STATE/COUNTY-  SD/JONES
 OS0882  COUNTRY     -  US
 OS0882  USGS QUAD   -  MURDO SW (2017)
 OS0882
 OS0882                         *CURRENT SURVEY CONTROL
 OS0882  ______________________________________________________________________
 OS0882* NAD 83(1986) POSITION- 43 51 54.     (N) 100 42 21.     (W)   SCALED
 OS0882* NAVD 88 ORTHO HEIGHT -   678.412 (meters)     2225.76  (feet) ADJUSTED
 OS0882  ______________________________________________________________________
 OS0882  GEOID HEIGHT    -        -24.109 (meters)                     GEOID18
 OS0882  DYNAMIC HEIGHT  -        678.189 (meters)     2225.03  (feet) COMP
 OS0882  MODELED GRAVITY -    980,268.6   (mgal)                       NAVD 88
 OS0882
 OS0882  VERT ORDER      -  FIRST     CLASS II
 OS0882
 OS0882.The horizontal coordinates were scaled from a map and have
 OS0882.an estimated accuracy of +/- 6 seconds.
 OS0882
 OS0882.The orthometric height was determined by differential leveling and
 OS0882.adjusted by the NATIONAL GEODETIC SURVEY
 OS0882.in June 1994.
 OS0882
 OS0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0882.GEOID18 height accuracy estimate available here.
 OS0882
 OS0882.Click photographs - Photos may exist for this station.
 OS0882
 OS0882.The dynamic height is computed by dividing the NAVD 88
 OS0882.geopotential number by the normal gravity value computed on the
 OS0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0882.degrees latitude (g = 980.6199 gals.).
 OS0882
 OS0882.The modeled gravity was interpolated from observed gravity values.
 OS0882
 OS0882;                    North         East    Units  Estimated Accuracy
 OS0882;SPC SD S     -   170,220.      570,060.      MT  (+/- 180 meters Scaled)
 OS0882
 OS0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP629582(NAD 83)
 OS0882
 OS0882                          SUPERSEDED SURVEY CONTROL
 OS0882
 OS0882.No superseded survey control is available for this station.
 OS0882
 OS0882_MARKER: I = METAL ROD
 OS0882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0882_STAMPING: B 458 1992
 OS0882_MARK LOGO: NGS
 OS0882_PROJECTION: FLUSH
 OS0882_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0882+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0882_ROD/PIPE-DEPTH: 4.0 meters
 OS0882
 OS0882  HISTORY     - Date     Condition        Report By
 OS0882  HISTORY     - 1992     MONUMENTED       NGS
 OS0882
 OS0882                          STATION DESCRIPTION
 OS0882
 OS0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0882'2.0 KM (1.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0882'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 45.0 M (147.6 FT) WEST
 OS0882'OF THE CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) NORTH OF THE
 OS0882'CENTER OF A GRAVELED ROAD, 0.9 M (3.0 FT) EAST OF A UTILITY POLE, 0.6
 OS0882'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH
 OS0882'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0882'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0902 ***********************************************************************
 OS0902  DESIGNATION -  B 459
 OS0902  PID         -  OS0902
 OS0902  STATE/COUNTY-  SD/MELLETTE
 OS0902  COUNTRY     -  US
 OS0902  USGS QUAD   -  MISSION NW (2017)
 OS0902
 OS0902                         *CURRENT SURVEY CONTROL
 OS0902  ______________________________________________________________________
 OS0902* NAD 83(1986) POSITION- 43 29 33.     (N) 100 44 19.     (W)   SCALED
 OS0902* NAVD 88 ORTHO HEIGHT -   628.209 (meters)     2061.05  (feet) ADJUSTED
 OS0902  ______________________________________________________________________
 OS0902  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 OS0902  DYNAMIC HEIGHT  -        627.978 (meters)     2060.29  (feet) COMP
 OS0902  MODELED GRAVITY -    980,232.6   (mgal)                       NAVD 88
 OS0902
 OS0902  VERT ORDER      -  FIRST     CLASS II
 OS0902
 OS0902.The horizontal coordinates were scaled from a map and have
 OS0902.an estimated accuracy of +/- 6 seconds.
 OS0902
 OS0902.The orthometric height was determined by differential leveling and
 OS0902.adjusted by the NATIONAL GEODETIC SURVEY
 OS0902.in June 1994.
 OS0902
 OS0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0902.GEOID18 height accuracy estimate available here.
 OS0902
 OS0902.Click photographs - Photos may exist for this station.
 OS0902
 OS0902.The dynamic height is computed by dividing the NAVD 88
 OS0902.geopotential number by the normal gravity value computed on the
 OS0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0902.degrees latitude (g = 980.6199 gals.).
 OS0902
 OS0902.The modeled gravity was interpolated from observed gravity values.
 OS0902
 OS0902;                    North         East    Units  Estimated Accuracy
 OS0902;SPC SD S     -   128,850.      567,220.      MT  (+/- 180 meters Scaled)
 OS0902
 OS0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP594169(NAD 83)
 OS0902
 OS0902                          SUPERSEDED SURVEY CONTROL
 OS0902
 OS0902.No superseded survey control is available for this station.
 OS0902
 OS0902_MARKER: I = METAL ROD
 OS0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0902_STAMPING: B 459 1992
 OS0902_MARK LOGO: NGS
 OS0902_PROJECTION: FLUSH
 OS0902_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0902+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0902_ROD/PIPE-DEPTH: 5.2 meters
 OS0902
 OS0902  HISTORY     - Date     Condition        Report By
 OS0902  HISTORY     - 1992     MONUMENTED       NGS
 OS0902
 OS0902                          STATION DESCRIPTION
 OS0902
 OS0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0902'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0902'IN WHITE RIVER, THENCE 9.0 KM (5.60 MI) SOUTHERLY ALONG U.S. HIGHWAY
 OS0902'83, 30.9 M (101.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.0 M
 OS0902'(49.2 FT) NORTH OF THE CENTER OF A GATE, 0.5 M (1.6 FT) WEST OF A
 OS0902'WITNESS POST AND THE NORTH END OF A BRACED FENCE POST, AND 0.3 M (1.0
 OS0902'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 OS0902'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0001 ***********************************************************************
 PS0001  DESIGNATION -  B 46
 PS0001  PID         -  PS0001
 PS0001  STATE/COUNTY-  SD/SPINK
 PS0001  COUNTRY     -  US
 PS0001  USGS QUAD   -  FRANKFORT SW (2017)
 PS0001
 PS0001                         *CURRENT SURVEY CONTROL
 PS0001  ______________________________________________________________________
 PS0001* NAD 83(1986) POSITION- 44 47 33.     (N) 098 29 52.     (W)   SCALED
 PS0001* NAVD 88 ORTHO HEIGHT -   402.072 (meters)     1319.13  (feet) ADJUSTED
 PS0001  ______________________________________________________________________
 PS0001  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 PS0001  DYNAMIC HEIGHT  -        402.023 (meters)     1318.97  (feet) COMP
 PS0001  MODELED GRAVITY -    980,483.8   (mgal)                       NAVD 88
 PS0001
 PS0001  VERT ORDER      -  FIRST     CLASS II
 PS0001
 PS0001.The horizontal coordinates were scaled from a map and have
 PS0001.an estimated accuracy of +/- 6 seconds.
 PS0001
 PS0001.The orthometric height was determined by differential leveling and
 PS0001.adjusted by the NATIONAL GEODETIC SURVEY
 PS0001.in June 1991.
 PS0001
 PS0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0001.GEOID18 height accuracy estimate available here.
 PS0001
 PS0001.Click photographs - Photos may exist for this station.
 PS0001
 PS0001.The dynamic height is computed by dividing the NAVD 88
 PS0001.geopotential number by the normal gravity value computed on the
 PS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0001.degrees latitude (g = 980.6199 gals.).
 PS0001
 PS0001.The modeled gravity was interpolated from observed gravity values.
 PS0001
 PS0001;                    North         East    Units  Estimated Accuracy
 PS0001;SPC SD N     -   107,690.      718,860.      MT  (+/- 180 meters Scaled)
 PS0001
 PS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ397600(NAD 83)
 PS0001
 PS0001                          SUPERSEDED SURVEY CONTROL
 PS0001
 PS0001  NGVD 29 (??/??/92)  401.775  (m)         1318.16   (f) ADJ UNCH    1 2
 PS0001
 PS0001.Superseded values are not recommended for survey control.
 PS0001
 PS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0001.See file dsdata.pdf to determine how the superseded data were derived.
 PS0001
 PS0001_MARKER: DB = BENCH MARK DISK
 PS0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0001_STAMPING: B 46 1934
 PS0001_MARK LOGO: CGS
 PS0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0001+STABILITY: SURFACE MOTION
 PS0001
 PS0001  HISTORY     - Date     Condition        Report By
 PS0001  HISTORY     - 1934     MONUMENTED       CGS
 PS0001
 PS0001                          STATION DESCRIPTION
 PS0001
 PS0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0001'4 MI N FROM TULARE.
 PS0001'4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0001'RAILROAD FROM THE PUBLIC SCHOOL AT TULARE, SPINK COUNTY, OPPOSITE
 PS0001'CULVERT 277, AT A ROAD CROSSING, 80 FEET NORTH OF THE CENTERLINE
 PS0001'OF THE ROAD, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 PS0001'5 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED B 46 1934 AND
 PS0001'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8802 ***********************************************************************
 AB8802  DESIGNATION -  B 460
 AB8802  PID         -  AB8802
 AB8802  STATE/COUNTY-  SD/BROOKINGS
 AB8802  COUNTRY     -  US
 AB8802  USGS QUAD   -  WHITE SE (2017)
 AB8802
 AB8802                         *CURRENT SURVEY CONTROL
 AB8802  ______________________________________________________________________
 AB8802* NAD 83(1986) POSITION- 44 18 38.     (N) 096 34 04.     (W)   SCALED
 AB8802* NAVD 88 ORTHO HEIGHT -   518.101 (meters)     1699.80  (feet) ADJUSTED
 AB8802  ______________________________________________________________________
 AB8802  GEOID HEIGHT    -        -25.600 (meters)                     GEOID18
 AB8802  DYNAMIC HEIGHT  -        518.001 (meters)     1699.47  (feet) COMP
 AB8802  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 AB8802
 AB8802  VERT ORDER      -  FIRST     CLASS II
 AB8802
 AB8802.The horizontal coordinates were scaled from a map and have
 AB8802.an estimated accuracy of +/- 6 seconds.
 AB8802
 AB8802.The orthometric height was determined by differential leveling and
 AB8802.adjusted by the NATIONAL GEODETIC SURVEY
 AB8802.in October 1997.
 AB8802
 AB8802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8802.GEOID18 height accuracy estimate available here.
 AB8802
 AB8802.Click photographs - Photos may exist for this station.
 AB8802
 AB8802.The dynamic height is computed by dividing the NAVD 88
 AB8802.geopotential number by the normal gravity value computed on the
 AB8802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8802.degrees latitude (g = 980.6199 gals.).
 AB8802
 AB8802.The modeled gravity was interpolated from observed gravity values.
 AB8802
 AB8802;                    North         East    Units  Estimated Accuracy
 AB8802;SPC SD N     -    58,840.      873,770.      MT  (+/- 180 meters Scaled)
 AB8802
 AB8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ939092(NAD 83)
 AB8802
 AB8802                          SUPERSEDED SURVEY CONTROL
 AB8802
 AB8802.No superseded survey control is available for this station.
 AB8802
 AB8802_MARKER: I = METAL ROD
 AB8802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8802_STAMPING: B 460 1994
 AB8802_MARK LOGO: NGS
 AB8802_PROJECTION: FLUSH
 AB8802_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8802+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8802_ROD/PIPE-DEPTH: 4.8 meters
 AB8802_SLEEVE-DEPTH  : 0.9 meters
 AB8802
 AB8802  HISTORY     - Date     Condition        Report By
 AB8802  HISTORY     - 1994     MONUMENTED       NGS
 AB8802
 AB8802                          STATION DESCRIPTION
 AB8802
 AB8802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8802'15.2 KM (9.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8802'INTERSTATE HIGHWAY 29 IN BROOKINGS, 807.0 M (2647.6 FT) EAST OF
 AB8802'MILEPOST 431, 115.0 M (377.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.9
 AB8802'M (35.8 FT) WEST OF AND LEVEL WITH THE CENTER OF COUNTY ROAD 27, 1.2 M
 AB8802'(3.9 FT) NORTH OF A UTILITY POLE, AND 0.6 M (2.0 FT) WEST OF A WITNESS
 AB8802'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8802'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB8802'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8892 ***********************************************************************
 AB8892  DESIGNATION -  B 461
 AB8892  PID         -  AB8892
 AB8892  STATE/COUNTY-  SD/BEADLE
 AB8892  COUNTRY     -  US
 AB8892  USGS QUAD   -  CAVOUR (2017)
 AB8892
 AB8892                         *CURRENT SURVEY CONTROL
 AB8892  ______________________________________________________________________
 AB8892* NAD 83(1986) POSITION- 44 22 12.     (N) 098 03 15.     (W)   SCALED
 AB8892* NAVD 88 ORTHO HEIGHT -   396.658 (meters)     1301.37  (feet) ADJUSTED
 AB8892  ______________________________________________________________________
 AB8892  GEOID HEIGHT    -        -25.034 (meters)                     GEOID18
 AB8892  DYNAMIC HEIGHT  -        396.591 (meters)     1301.15  (feet) COMP
 AB8892  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 AB8892
 AB8892  VERT ORDER      -  FIRST     CLASS II
 AB8892
 AB8892.The horizontal coordinates were scaled from a map and have
 AB8892.an estimated accuracy of +/- 6 seconds.
 AB8892
 AB8892.The orthometric height was determined by differential leveling and
 AB8892.adjusted by the NATIONAL GEODETIC SURVEY
 AB8892.in October 1997.
 AB8892
 AB8892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8892.GEOID18 height accuracy estimate available here.
 AB8892
 AB8892.Click photographs - Photos may exist for this station.
 AB8892
 AB8892.The dynamic height is computed by dividing the NAVD 88
 AB8892.geopotential number by the normal gravity value computed on the
 AB8892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8892.degrees latitude (g = 980.6199 gals.).
 AB8892
 AB8892.The modeled gravity was interpolated from observed gravity values.
 AB8892
 AB8892;                    North         East    Units  Estimated Accuracy
 AB8892;SPC SD N     -    61,500.      755,080.      MT  (+/- 180 meters Scaled)
 AB8892
 AB8892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ753134(NAD 83)
 AB8892
 AB8892                          SUPERSEDED SURVEY CONTROL
 AB8892
 AB8892.No superseded survey control is available for this station.
 AB8892
 AB8892_MARKER: I = METAL ROD
 AB8892_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8892_STAMPING: B 461 1994
 AB8892_MARK LOGO: NGS
 AB8892_PROJECTION: FLUSH
 AB8892_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8892+STABILITY: POSITION/ELEVATION WELL
 AB8892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8892+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8892_ROD/PIPE-DEPTH: 11.6 meters
 AB8892_SLEEVE-DEPTH  : 9.8 meters
 AB8892
 AB8892  HISTORY     - Date     Condition        Report By
 AB8892  HISTORY     - 1994     MONUMENTED       NGS
 AB8892
 AB8892                          STATION DESCRIPTION
 AB8892
 AB8892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8892'12.7 KM (7.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8892'STATE HIGHWAY 37 IN HURON, 739.0 M (2424.5 FT) WEST OF MILEPOST 354,
 AB8892'29.6 M (97.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 25.7 M (84.3 FT)
 AB8892'SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE, 15.0 M (49.2 FT) WEST OF
 AB8892'THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AB8892'HIGHWAY, AND 0.9 M (3.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8892'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8929 ***********************************************************************
 AB8929  DESIGNATION -  B 462
 AB8929  PID         -  AB8929
 AB8929  STATE/COUNTY-  SD/BEADLE
 AB8929  COUNTRY     -  US
 AB8929  USGS QUAD   -  WESSINGTON NE (2017)
 AB8929
 AB8929                         *CURRENT SURVEY CONTROL
 AB8929  ______________________________________________________________________
 AB8929* NAD 83(1986) POSITION- 44 27 29.     (N) 098 34 49.     (W)   SCALED
 AB8929* NAVD 88 ORTHO HEIGHT -   421.169 (meters)     1381.79  (feet) ADJUSTED
 AB8929  ______________________________________________________________________
 AB8929  GEOID HEIGHT    -        -24.938 (meters)                     GEOID18
 AB8929  DYNAMIC HEIGHT  -        421.093 (meters)     1381.54  (feet) COMP
 AB8929  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 AB8929
 AB8929  VERT ORDER      -  FIRST     CLASS II
 AB8929
 AB8929.The horizontal coordinates were scaled from a map and have
 AB8929.an estimated accuracy of +/- 6 seconds.
 AB8929
 AB8929.The orthometric height was determined by differential leveling and
 AB8929.adjusted by the NATIONAL GEODETIC SURVEY
 AB8929.in October 1997.
 AB8929
 AB8929.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8929.GEOID18 height accuracy estimate available here.
 AB8929
 AB8929.Click photographs - Photos may exist for this station.
 AB8929
 AB8929.The dynamic height is computed by dividing the NAVD 88
 AB8929.geopotential number by the normal gravity value computed on the
 AB8929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8929.degrees latitude (g = 980.6199 gals.).
 AB8929
 AB8929.The modeled gravity was interpolated from observed gravity values.
 AB8929
 AB8929;                    North         East    Units  Estimated Accuracy
 AB8929;SPC SD N     -    70,410.      712,980.      MT  (+/- 180 meters Scaled)
 AB8929
 AB8929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ333228(NAD 83)
 AB8929
 AB8929                          SUPERSEDED SURVEY CONTROL
 AB8929
 AB8929.No superseded survey control is available for this station.
 AB8929
 AB8929_MARKER: I = METAL ROD
 AB8929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8929_STAMPING: B 462 1994
 AB8929_MARK LOGO: NGS
 AB8929_PROJECTION: FLUSH
 AB8929_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8929+STABILITY: POSITION/ELEVATION WELL
 AB8929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8929+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8929_ROD/PIPE-DEPTH: 15.0 meters
 AB8929_SLEEVE-DEPTH  : 9.8 meters
 AB8929
 AB8929  HISTORY     - Date     Condition        Report By
 AB8929  HISTORY     - 1994     MONUMENTED       NGS
 AB8929
 AB8929                          STATION DESCRIPTION
 AB8929
 AB8929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8929'34.2 KM (21.25 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8929'IN MILLER, 655.0 M (2148.9 FT) EAST OF MILEPOST 322, 31.0 M (101.7 FT)
 AB8929'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 21.8 M (71.5 FT)
 AB8929'NORTH OF THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) WEST OF A UTILITY
 AB8929'POLE, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8929'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8944 ***********************************************************************
 AB8944  DESIGNATION -  B 463
 AB8944  PID         -  AB8944
 AB8944  STATE/COUNTY-  SD/HAND
 AB8944  COUNTRY     -  US
 AB8944  USGS QUAD   -  MILLER SE (2017)
 AB8944
 AB8944                         *CURRENT SURVEY CONTROL
 AB8944  ______________________________________________________________________
 AB8944* NAD 83(1986) POSITION- 44 30 08.     (N) 098 49 23.     (W)   SCALED
 AB8944* NAVD 88 ORTHO HEIGHT -   463.544 (meters)     1520.81  (feet) ADJUSTED
 AB8944  ______________________________________________________________________
 AB8944  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 AB8944  DYNAMIC HEIGHT  -        463.455 (meters)     1520.52  (feet) COMP
 AB8944  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 AB8944
 AB8944  VERT ORDER      -  FIRST     CLASS II
 AB8944
 AB8944.The horizontal coordinates were scaled from a map and have
 AB8944.an estimated accuracy of +/- 6 seconds.
 AB8944
 AB8944.The orthometric height was determined by differential leveling and
 AB8944.adjusted by the NATIONAL GEODETIC SURVEY
 AB8944.in October 1997.
 AB8944
 AB8944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8944.GEOID18 height accuracy estimate available here.
 AB8944
 AB8944.Click photographs - Photos may exist for this station.
 AB8944
 AB8944.The dynamic height is computed by dividing the NAVD 88
 AB8944.geopotential number by the normal gravity value computed on the
 AB8944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8944.degrees latitude (g = 980.6199 gals.).
 AB8944
 AB8944.The modeled gravity was interpolated from observed gravity values.
 AB8944
 AB8944;                    North         East    Units  Estimated Accuracy
 AB8944;SPC SD N     -    75,010.      693,590.      MT  (+/- 180 meters Scaled)
 AB8944
 AB8944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ140276(NAD 83)
 AB8944
 AB8944                          SUPERSEDED SURVEY CONTROL
 AB8944
 AB8944.No superseded survey control is available for this station.
 AB8944
 AB8944_MARKER: I = METAL ROD
 AB8944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8944_STAMPING: B 463 1994
 AB8944_MARK LOGO: NGS
 AB8944_PROJECTION: FLUSH
 AB8944_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8944+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8944_ROD/PIPE-DEPTH: 6.7 meters
 AB8944_SLEEVE-DEPTH  : 0.9 meters
 AB8944
 AB8944  HISTORY     - Date     Condition        Report By
 AB8944  HISTORY     - 1994     MONUMENTED       NGS
 AB8944
 AB8944                          STATION DESCRIPTION
 AB8944
 AB8944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8944'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8944'IN MILLER, 620.0 M (2034.1 FT) WEST OF MILEPOST 310, 80.9 M (265.4 FT)
 AB8944'SOUTHWEST OF THE HIGHWAY CENTERLINE, 30.6 M (100.4 FT) SOUTHWEST OF
 AB8944'THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 9.3 M
 AB8944'(30.5 FT) WEST OF THE CENTER OF A TRACK ROAD, 0.7 M (2.3 FT) NORTHEAST
 AB8944'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB8944'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8944'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9029 ***********************************************************************
 AB9029  DESIGNATION -  B 464
 AB9029  PID         -  AB9029
 AB9029  STATE/COUNTY-  SD/HUGHES
 AB9029  COUNTRY     -  US
 AB9029  USGS QUAD   -  CANNING NW (2017)
 AB9029
 AB9029                         *CURRENT SURVEY CONTROL
 AB9029  ______________________________________________________________________
 AB9029* NAD 83(1986) POSITION- 44 25 47.     (N) 100 13 13.     (W)   SCALED
 AB9029* NAVD 88 ORTHO HEIGHT -   535.719 (meters)     1757.60  (feet) ADJUSTED
 AB9029  ______________________________________________________________________
 AB9029  GEOID HEIGHT    -        -23.420 (meters)                     GEOID18
 AB9029  DYNAMIC HEIGHT  -        535.613 (meters)     1757.26  (feet) COMP
 AB9029  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 AB9029
 AB9029  VERT ORDER      -  FIRST     CLASS II
 AB9029
 AB9029.The horizontal coordinates were scaled from a map and have
 AB9029.an estimated accuracy of +/- 6 seconds.
 AB9029
 AB9029.The orthometric height was determined by differential leveling and
 AB9029.adjusted by the NATIONAL GEODETIC SURVEY
 AB9029.in October 1997.
 AB9029
 AB9029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9029.GEOID18 height accuracy estimate available here.
 AB9029
 AB9029.Click photographs - Photos may exist for this station.
 AB9029
 AB9029.The dynamic height is computed by dividing the NAVD 88
 AB9029.geopotential number by the normal gravity value computed on the
 AB9029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9029.degrees latitude (g = 980.6199 gals.).
 AB9029
 AB9029.The modeled gravity was interpolated from observed gravity values.
 AB9029
 AB9029;                    North         East    Units  Estimated Accuracy
 AB9029;SPC SD S     -   232,910.      609,000.      MT  (+/- 180 meters Scaled)
 AB9029
 AB9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ028203(NAD 83)
 AB9029
 AB9029                          SUPERSEDED SURVEY CONTROL
 AB9029
 AB9029.No superseded survey control is available for this station.
 AB9029
 AB9029_MARKER: I = METAL ROD
 AB9029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9029_STAMPING: B 464 1994
 AB9029_MARK LOGO: NGS
 AB9029_PROJECTION: FLUSH
 AB9029_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9029+STABILITY: POSITION/ELEVATION WELL
 AB9029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9029+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9029_ROD/PIPE-DEPTH: 12.8 meters
 AB9029_SLEEVE-DEPTH  : 9.8 meters
 AB9029
 AB9029  HISTORY     - Date     Condition        Report By
 AB9029  HISTORY     - 1994     MONUMENTED       NGS
 AB9029  HISTORY     - 20120308 GOOD             INDIV
 AB9029
 AB9029                          STATION DESCRIPTION
 AB9029
 AB9029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9029'13.4 KM (8.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9029'IN PIERRE, 730.0 M (2395.0 FT) WEST OF MILEPOST 238, 30.4 M (99.7 FT)
 AB9029'NORTHWEST OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) SOUTHWEST OF A
 AB9029'FIELD ENTRANCE, 2.5 M (8.2 FT) NORTHEAST OF A UTILITY POLE, 0.7 M (2.3
 AB9029'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A
 AB9029'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9029'LOGO CAP.
 AB9029
 AB9029                          STATION RECOVERY (2012)
 AB9029
 AB9029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5626 ***********************************************************************
 AC5626  DESIGNATION -  B 465
 AC5626  PID         -  AC5626
 AC5626  STATE/COUNTY-  SD/CUSTER
 AC5626  COUNTRY     -  US
 AC5626  USGS QUAD   -  JEWEL CAVE (2017)
 AC5626
 AC5626                         *CURRENT SURVEY CONTROL
 AC5626  ______________________________________________________________________
 AC5626* NAD 83(1986) POSITION- 43 44 20.     (N) 103 49 13.     (W)   SCALED
 AC5626* NAVD 88 ORTHO HEIGHT -  1692.331 (meters)     5552.26  (feet) ADJUSTED
 AC5626  ______________________________________________________________________
 AC5626  GEOID HEIGHT    -        -13.334 (meters)                     GEOID18
 AC5626  DYNAMIC HEIGHT  -       1691.536 (meters)     5549.65  (feet) COMP
 AC5626  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 AC5626
 AC5626  VERT ORDER      -  FIRST     CLASS II
 AC5626
 AC5626.The horizontal coordinates were scaled from a map and have
 AC5626.an estimated accuracy of +/- 6 seconds.
 AC5626
 AC5626.The orthometric height was determined by differential leveling and
 AC5626.adjusted by the NATIONAL GEODETIC SURVEY
 AC5626.in October 1997.
 AC5626
 AC5626.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5626.GEOID18 height accuracy estimate available here.
 AC5626
 AC5626.Click photographs - Photos may exist for this station.
 AC5626
 AC5626.The dynamic height is computed by dividing the NAVD 88
 AC5626.geopotential number by the normal gravity value computed on the
 AC5626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5626.degrees latitude (g = 980.6199 gals.).
 AC5626
 AC5626.The modeled gravity was interpolated from observed gravity values.
 AC5626
 AC5626;                    North         East    Units  Estimated Accuracy
 AC5626;SPC SD S     -   162,040.      319,210.      MT  (+/- 180 meters Scaled)
 AC5626
 AC5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ949435(NAD 83)
 AC5626
 AC5626                          SUPERSEDED SURVEY CONTROL
 AC5626
 AC5626.No superseded survey control is available for this station.
 AC5626
 AC5626_MARKER: DV = VERTICAL CONTROL DISK
 AC5626_SETTING: 66 = SET IN ROCK OUTCROP
 AC5626_STAMPING: B 465 1995
 AC5626_MARK LOGO: NGS
 AC5626_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5626+STABILITY: POSITION/ELEVATION WELL
 AC5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5626+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2021
 AC5626
 AC5626  HISTORY     - Date     Condition        Report By
 AC5626  HISTORY     - 1995     MONUMENTED       NGS
 AC5626  HISTORY     - 20210604 GOOD             NPS
 AC5626
 AC5626                          STATION DESCRIPTION
 AC5626
 AC5626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5626'20.1 KM (12.50 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5626'IN CUSTER, NEAR THE NORTHWEST END OF A LARGE EXPOSED AREA OF BEDROCK
 AC5626'IN A HIGHWAY CUT, 260.0 M (853.0 FT) WEST OF MILEPOST 15, 13.4 M (44.0
 AC5626'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT) NORTH OF THE
 AC5626'NORTH LEG OF A HIGHWAY INFORMATION SIGN, 3.0 M (9.8 FT) SOUTHWEST OF
 AC5626'THE SOUTHWEST FACE OF THE CUT, 2.7 M (8.9 FT) NORTHWEST OF THE
 AC5626'SOUTHEAST FACE OF THE CUT, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST,
 AC5626'AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC5626
 AC5626                          STATION RECOVERY (2021)
 AC5626
 AC5626'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JM)
 AC5626'HIGHWAY WAS REALIGNED TO THE SOUTH IN 2014 AND OLD ROAD GRADE
 AC5626'REHABILITATED.  MARK IS NOW 511.5 M (1678.1 FT) EAST-NORTHEAST OF
 AC5626'PAVED ROAD LEADING SOUTH TO NATIONAL MONUMENT VISITOR CENTER, 80.1 M
 AC5626'(262.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) WEST OF
 AC5626'THE EAST END OF THE OUTCROP, 0.3 M (1.0 FT) NORTH OF A WITNESS POST
 AC5626'AND 0.3 M (1.0 FT) ABOVE THE SLOPE NEXT TO THE OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9068 ***********************************************************************
 AB9068  DESIGNATION -  B 466
 AB9068  PID         -  AB9068
 AB9068  STATE/COUNTY-  SD/STANLEY
 AB9068  COUNTRY     -  US
 AB9068  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9068
 AB9068                         *CURRENT SURVEY CONTROL
 AB9068  ______________________________________________________________________
 AB9068* NAD 83(1986) POSITION- 44 22 52.     (N) 100 30 40.     (W)   SCALED
 AB9068* NAVD 88 ORTHO HEIGHT -   501.727 (meters)     1646.08  (feet) ADJUSTED
 AB9068  ______________________________________________________________________
 AB9068  GEOID HEIGHT    -        -23.279 (meters)                     GEOID18
 AB9068  DYNAMIC HEIGHT  -        501.615 (meters)     1645.72  (feet) COMP
 AB9068  MODELED GRAVITY -    980,380.8   (mgal)                       NAVD 88
 AB9068
 AB9068  VERT ORDER      -  FIRST     CLASS II
 AB9068
 AB9068.The horizontal coordinates were scaled from a map and have
 AB9068.an estimated accuracy of +/- 6 seconds.
 AB9068
 AB9068.The orthometric height was determined by differential leveling and
 AB9068.adjusted by the NATIONAL GEODETIC SURVEY
 AB9068.in October 1997.
 AB9068
 AB9068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9068.GEOID18 height accuracy estimate available here.
 AB9068
 AB9068.Click photographs - Photos may exist for this station.
 AB9068
 AB9068.The dynamic height is computed by dividing the NAVD 88
 AB9068.geopotential number by the normal gravity value computed on the
 AB9068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9068.degrees latitude (g = 980.6199 gals.).
 AB9068
 AB9068.The modeled gravity was interpolated from observed gravity values.
 AB9068
 AB9068;                    North         East    Units  Estimated Accuracy
 AB9068;SPC SD S     -   227,520.      585,830.      MT  (+/- 180 meters Scaled)
 AB9068
 AB9068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ796153(NAD 83)
 AB9068
 AB9068                          SUPERSEDED SURVEY CONTROL
 AB9068
 AB9068.No superseded survey control is available for this station.
 AB9068
 AB9068_MARKER: I = METAL ROD
 AB9068_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9068_STAMPING: B 466 1995
 AB9068_MARK LOGO: NGS
 AB9068_PROJECTION: FLUSH
 AB9068_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9068+STABILITY: POSITION/ELEVATION WELL
 AB9068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9068+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AB9068_ROD/PIPE-DEPTH: 12.0 meters
 AB9068_SLEEVE-DEPTH  : 10.0 meters
 AB9068
 AB9068  HISTORY     - Date     Condition        Report By
 AB9068  HISTORY     - 1995     MONUMENTED       NGS
 AB9068  HISTORY     - 20120517 GOOD             INDIV
 AB9068
 AB9068                          STATION DESCRIPTION
 AB9068
 AB9068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9068'13.5 KM (8.40 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9068'IN PIERRE, 493.0 M (1617.5 FT) WEST OF MILEPOST 221, 21.5 M (70.5 FT)
 AB9068'NORTH OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) WEST OF THE CENTER OF
 AB9068'A FIELD ENTRANCE AND GATE, 1.4 M (4.6 FT) SOUTH OF A WITNESS POST AND
 AB9068'FENCE, 1.4 M (4.6 FT) SOUTHEAST OF A T-FENCE CORNER, AND 0.3 M (1.0
 AB9068'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AB9068'IS THROUGH A 5-INCH LOGO CAP.
 AB9068
 AB9068                          STATION RECOVERY (2012)
 AB9068
 AB9068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE1999 ***********************************************************************
 AE1999  DESIGNATION -  B 467
 AE1999  PID         -  AE1999
 AE1999  STATE/COUNTY-  SD/CODINGTON
 AE1999  COUNTRY     -  US
 AE1999  USGS QUAD   -  WATERTOWN EAST (2017)
 AE1999
 AE1999                         *CURRENT SURVEY CONTROL
 AE1999  ______________________________________________________________________
 AE1999* NAD 83(1986) POSITION- 44 53 26.     (N) 097 05 12.     (W)   SCALED
 AE1999* NAVD 88 ORTHO HEIGHT -   526.679 (meters)     1727.95  (feet) ADJUSTED
 AE1999  ______________________________________________________________________
 AE1999  GEOID HEIGHT    -        -25.123 (meters)                     GEOID18
 AE1999  DYNAMIC HEIGHT  -        526.602 (meters)     1727.69  (feet) COMP
 AE1999  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE1999
 AE1999  VERT ORDER      -  FIRST     CLASS II
 AE1999
 AE1999.The horizontal coordinates were scaled from a map and have
 AE1999.an estimated accuracy of +/- 6 seconds.
 AE1999
 AE1999.The orthometric height was determined by differential leveling and
 AE1999.adjusted by the NATIONAL GEODETIC SURVEY
 AE1999.in July 1998.
 AE1999
 AE1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE1999.GEOID18 height accuracy estimate available here.
 AE1999
 AE1999.Click photographs - Photos may exist for this station.
 AE1999
 AE1999.The dynamic height is computed by dividing the NAVD 88
 AE1999.geopotential number by the normal gravity value computed on the
 AE1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1999.degrees latitude (g = 980.6199 gals.).
 AE1999
 AE1999.The modeled gravity was interpolated from observed gravity values.
 AE1999
 AE1999;                    North         East    Units  Estimated Accuracy
 AE1999;SPC SD N     -   121,620.      830,080.      MT  (+/- 180 meters Scaled)
 AE1999
 AE1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ510725(NAD 83)
 AE1999
 AE1999                          SUPERSEDED SURVEY CONTROL
 AE1999
 AE1999.No superseded survey control is available for this station.
 AE1999
 AE1999_MARKER: I = METAL ROD
 AE1999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1999_STAMPING: B 467 1995
 AE1999_MARK LOGO: NGS
 AE1999_PROJECTION: RECESSED 4 CENTIMETERS
 AE1999_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1999+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 AE1999_ROD/PIPE-DEPTH: 9.1 meters
 AE1999_SLEEVE-DEPTH  : 0.9 meters
 AE1999
 AE1999  HISTORY     - Date     Condition        Report By
 AE1999  HISTORY     - 1995     MONUMENTED       NGS
 AE1999  HISTORY     - 19950919 GOOD             NGS
 AE1999  HISTORY     - 19961011 GOOD             CHANCE
 AE1999  HISTORY     - 20160914 GOOD             INDIV
 AE1999
 AE1999                          STATION DESCRIPTION
 AE1999
 AE1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE1999'IN WATERTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND 19TH STREET,
 AE1999'88.5 M (290.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AE1999'THE HIGHWAY, 23.8 M (78.1 FT) NORTH OF THE CENTER OF THE SOUTHWEST
 AE1999'ENTRANCE INTO THE SAINT MARYS CEMETERY, 9.4 M (30.8 FT) EAST OF AND
 AE1999'LEVEL WITH THE STREET CENTER, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 AE1999'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE1999'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE1999'CLASS A MARK.
 AE1999
 AE1999                          STATION RECOVERY (1996)
 AE1999
 AE1999'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE1999'IN WATERTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND 19TH STREET
 AE1999'EAST, 613.0 M (2011.2 FT) EAST OF MILEPOST 378, 88.5 M (290.4 FT)
 AE1999'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 23.8 M
 AE1999'(78.1 FT) NORTH OF THE CENTER OF THE WEST ENTRANCE INTO THE SAINT
 AE1999'MARYS CEMETERY, 9.4 M (30.8 FT) EAST OF AND LEVEL WITH THE STREET
 AE1999'CENTER, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 AE1999'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE1999'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE1999
 AE1999                          STATION RECOVERY (2016)
 AE1999
 AE1999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RES)
 AE1999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2028 ***********************************************************************
 AE2028  CBN         -  This is a Cooperative Base Network Control Station.
 AE2028  DESIGNATION -  B 468
 AE2028  PID         -  AE2028
 AE2028  STATE/COUNTY-  SD/CLARK
 AE2028  COUNTRY     -  US
 AE2028  USGS QUAD   -  GARDEN CITY (2017)
 AE2028
 AE2028                         *CURRENT SURVEY CONTROL
 AE2028  ______________________________________________________________________
 AE2028* NAD 83(2011) POSITION- 44 52 35.92387(N) 097 36 59.47329(W)   ADJUSTED
 AE2028* NAD 83(2011) ELLIP HT-   514.940 (meters)        (06/27/12)   ADJUSTED
 AE2028* NAD 83(2011) EPOCH   -  2010.00
 AE2028* NAVD 88 ORTHO HEIGHT -   539.650 (meters)     1770.50  (feet) ADJUSTED
 AE2028  ______________________________________________________________________
 AE2028  GEOID HEIGHT    -        -24.701 (meters)                     GEOID18
 AE2028  NAD 83(2011) X  -   -600,103.130 (meters)                     COMP
 AE2028  NAD 83(2011) Y  - -4,487,692.975 (meters)                     COMP
 AE2028  NAD 83(2011) Z  -  4,478,007.974 (meters)                     COMP
 AE2028  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AE2028  DYNAMIC HEIGHT  -        539.570 (meters)     1770.24  (feet) COMP
 AE2028  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 AE2028
 AE2028  VERT ORDER      -  FIRST     CLASS II
 AE2028
 AE2028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2028  Standards:
 AE2028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2028  -------------------------------------------------------------------
 AE2028  NETWORK    0.58   1.16           0.26   0.21   0.59      0.02828047
 AE2028  -------------------------------------------------------------------
 AE2028  Click here for local accuracies and other accuracy information.
 AE2028
 AE2028.The horizontal coordinates were established by GPS observations
 AE2028.and adjusted by the National Geodetic Survey in June 2012.
 AE2028
 AE2028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2028.been affixed to the stable North American tectonic plate. See 
 AE2028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2028
 AE2028.The horizontal coordinates are valid at the epoch date displayed above
 AE2028.which is a decimal equivalence of Year/Month/Day.
 AE2028
 AE2028.The orthometric height was determined by differential leveling and
 AE2028.adjusted by the NATIONAL GEODETIC SURVEY
 AE2028.in July 1998.
 AE2028
 AE2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2028.GEOID18 height accuracy estimate available here.
 AE2028
 AE2028.Click photographs - Photos may exist for this station.
 AE2028
 AE2028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2028
 AE2028.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2028
 AE2028.The ellipsoidal height was determined by GPS observations
 AE2028.and is referenced to NAD 83.
 AE2028
 AE2028.The dynamic height is computed by dividing the NAVD 88
 AE2028.geopotential number by the normal gravity value computed on the
 AE2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2028.degrees latitude (g = 980.6199 gals.).
 AE2028
 AE2028.The modeled gravity was interpolated from observed gravity values.
 AE2028
 AE2028. The following values were computed from the NAD 83(2011) position.
 AE2028
 AE2028;                    North         East     Units Scale Factor Converg.
 AE2028;SPC SD N     -   118,707.054   788,294.828   MT  0.99994373   +1 41 12.8
 AE2028;SPC SD N     -   389,458.06  2,586,263.95   sFT  0.99994373   +1 41 12.8
 AE2028;UTM  14      - 4,970,178.375   609,273.133   MT  0.99974683   +0 58 34.5
 AE2028
 AE2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2028!SPC SD N     -   0.99991927  x   0.99994373  =   0.99986300
 AE2028!UTM  14      -   0.99991927  x   0.99974683  =   0.99966612
 AE2028
 AE2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0927370178(NAD 83)
 AE2028
 AE2028                          SUPERSEDED SURVEY CONTROL
 AE2028
 AE2028  NAD 83(2007)-  44 52 35.92382(N)    097 36 59.47427(W) AD(2002.00) 0
 AE2028  ELLIP H (02/10/07)  514.988  (m)                       GP(2002.00)    
 AE2028  NAD 83(1996)-  44 52 35.92356(N)    097 36 59.47407(W) AD(       ) A
 AE2028  ELLIP H (06/23/03)  514.995  (m)                       GP(       ) 3 1
 AE2028  NAVD 88             539.65   (m)         1770.5    (f) LEVELING    3  
 AE2028
 AE2028.Superseded values are not recommended for survey control.
 AE2028
 AE2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2028.See file dsdata.pdf to determine how the superseded data were derived.
 AE2028
 AE2028_MARKER: F = FLANGE-ENCASED ROD
 AE2028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2028_STAMPING: B 468 1995
 AE2028_MARK LOGO: NGS
 AE2028_PROJECTION: FLUSH
 AE2028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2028+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 AE2028_ROD/PIPE-DEPTH: 8.90 meters
 AE2028_SLEEVE-DEPTH  : 0.90 meters
 AE2028
 AE2028  HISTORY     - Date     Condition        Report By
 AE2028  HISTORY     - 1995     MONUMENTED       NGS
 AE2028  HISTORY     - 19950919 GOOD             NGS
 AE2028  HISTORY     - 19961011 GOOD             CHANCE
 AE2028  HISTORY     - 20020530 GOOD             SDDT
 AE2028  HISTORY     - 20230911 GOOD             SDDT
 AE2028
 AE2028                          STATION DESCRIPTION
 AE2028
 AE2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2028'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2028'IN CLARK, THENCE 9.2 KM (5.70 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2028'701.0 M (2299.9 FT) WEST OF MILEPOST 352, 23.0 M (75.5 FT) NORTH OF
 AE2028'THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT) EAST OF A T-FENCE CORNER, 8.3
 AE2028'M (27.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M
 AE2028'(1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AE2028'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE2028'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE2028'FOR A CLASS A MARK.
 AE2028
 AE2028                          STATION RECOVERY (1996)
 AE2028
 AE2028'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2028'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2028'IN CLARK, THENCE 9.2 KM (5.70 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2028'701.0 M (2299.9 FT) WEST OF MILEPOST 352, 23.0 M (75.5 FT) NORTH OF
 AE2028'THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT) EAST OF A T-FENCE CORNER, 8.3
 AE2028'M (27.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M
 AE2028'(1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AE2028'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE2028'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE2028'FOR A CLASS A MARK.
 AE2028
 AE2028                          STATION RECOVERY (2002)
 AE2028
 AE2028'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE2028'RECOVERED AS DESCRIBED
 AE2028'
 AE2028
 AE2028                          STATION RECOVERY (2023)
 AE2028
 AE2028'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AE2028'MARK FOUND AS DESCRIBED, BUT WITNESS POST AND CARSONITE ARE DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4161 ***********************************************************************
 AE4161  DESIGNATION -  B 469
 AE4161  PID         -  AE4161
 AE4161  STATE/COUNTY-  SD/FAULK
 AE4161  COUNTRY     -  US
 AE4161  USGS QUAD   -  MIRANDA (2017)
 AE4161
 AE4161                         *CURRENT SURVEY CONTROL
 AE4161  ______________________________________________________________________
 AE4161* NAD 83(1986) POSITION- 44 53 48.     (N) 098 58 53.     (W)   SCALED
 AE4161* NAVD 88 ORTHO HEIGHT -   442.977 (meters)     1453.33  (feet) ADJUSTED
 AE4161  ______________________________________________________________________
 AE4161  GEOID HEIGHT    -        -24.009 (meters)                     GEOID18
 AE4161  DYNAMIC HEIGHT  -        442.917 (meters)     1453.14  (feet) COMP
 AE4161  MODELED GRAVITY -    980,470.1   (mgal)                       NAVD 88
 AE4161
 AE4161  VERT ORDER      -  FIRST     CLASS II
 AE4161
 AE4161.The horizontal coordinates were scaled from a map and have
 AE4161.an estimated accuracy of +/- 6 seconds.
 AE4161
 AE4161.The orthometric height was determined by differential leveling and
 AE4161.adjusted by the NATIONAL GEODETIC SURVEY
 AE4161.in July 1998.
 AE4161
 AE4161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4161.GEOID18 height accuracy estimate available here.
 AE4161
 AE4161.Click photographs - Photos may exist for this station.
 AE4161
 AE4161.The dynamic height is computed by dividing the NAVD 88
 AE4161.geopotential number by the normal gravity value computed on the
 AE4161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4161.degrees latitude (g = 980.6199 gals.).
 AE4161
 AE4161.The modeled gravity was interpolated from observed gravity values.
 AE4161
 AE4161;                    North         East    Units  Estimated Accuracy
 AE4161;SPC SD N     -   118,670.      680,450.      MT  (+/- 180 meters Scaled)
 AE4161
 AE4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ014714(NAD 83)
 AE4161
 AE4161                          SUPERSEDED SURVEY CONTROL
 AE4161
 AE4161.No superseded survey control is available for this station.
 AE4161
 AE4161_MARKER: I = METAL ROD
 AE4161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4161_STAMPING: B 469 1996
 AE4161_MARK LOGO: NGS
 AE4161_PROJECTION: FLUSH
 AE4161_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4161+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4161_ROD/PIPE-DEPTH: 4.5 meters
 AE4161_SLEEVE-DEPTH  : 0.9 meters
 AE4161
 AE4161  HISTORY     - Date     Condition        Report By
 AE4161  HISTORY     - 1996     MONUMENTED       NGS
 AE4161  HISTORY     - 19960710 GOOD             NGS
 AE4161
 AE4161                          STATION DESCRIPTION
 AE4161
 AE4161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4161'26.1 KM (16.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4161'OFFICE IN FAULKTON, 769.0 M (2523.0 FT) EAST OF MILEPOST 283, 14.6 M
 AE4161'(47.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) WEST OF THE
 AE4161'EXTENDED CENTER OF A TRACK ROAD, 2.2 M (7.2 FT) WEST OF THE WEST END
 AE4161'OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE4161'HIGHWAY, AND 1.4 M (4.6 FT) NORTH OF A WITNESS POST AND A FENCE.
 AE4161'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4161'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4161
 AE4161                          STATION RECOVERY (1996)
 AE4161
 AE4161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4161'26.2 KM (16.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4161'OFFICE IN FAULKTON, 769.0 M (2523.0 FT) EAST OF MILEPOST 283, 14.6 M
 AE4161'(47.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) WEST OF THE
 AE4161'EXTENDED CENTER OF A TRACK ROAD, 2.2 M (7.2 FT) WEST OF A BRACED FENCE
 AE4161'POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.4 M (4.6
 AE4161'FT) NORTH OF A WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE DATUM
 AE4161'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE4161'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0286 ***********************************************************************
 QR0286  DESIGNATION -  B 47
 QR0286  PID         -  QR0286
 QR0286  STATE/COUNTY-  SD/FAULK
 QR0286  COUNTRY     -  US
 QR0286  USGS QUAD   -  SENECA (2017)
 QR0286
 QR0286                         *CURRENT SURVEY CONTROL
 QR0286  ______________________________________________________________________
 QR0286* NAD 83(1986) POSITION- 45 00 48.09   (N) 099 30 43.32   (W)   HD_HELD1
 QR0286* NAVD 88 ORTHO HEIGHT -   572.692 (meters)     1878.91  (feet) ADJUSTED
 QR0286  ______________________________________________________________________
 QR0286  GEOID HEIGHT    -        -22.898 (meters)                     GEOID18
 QR0286  DYNAMIC HEIGHT  -        572.610 (meters)     1878.64  (feet) COMP
 QR0286  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 QR0286
 QR0286  VERT ORDER      -  SECOND    CLASS 0
 QR0286
 QR0286.The horizontal coordinates were determined by differentially corrected
 QR0286.hand held GPS observations or other comparable positioning techniques
 QR0286.and have an estimated accuracy of +/- 3 meters.
 QR0286
 QR0286.The orthometric height was determined by differential leveling and
 QR0286.adjusted by the NATIONAL GEODETIC SURVEY
 QR0286.in June 1991.
 QR0286
 QR0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0286.GEOID18 height accuracy estimate available here.
 QR0286
 QR0286.Click photographs - Photos may exist for this station.
 QR0286
 QR0286.The dynamic height is computed by dividing the NAVD 88
 QR0286.geopotential number by the normal gravity value computed on the
 QR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0286.degrees latitude (g = 980.6199 gals.).
 QR0286
 QR0286.The modeled gravity was interpolated from observed gravity values.
 QR0286
 QR0286;                    North         East    Units  Estimated Accuracy
 QR0286;SPC SD N     -   131,243.0     638,463.1     MT  (+/- 3 meters HH1 GPS) 
 QR0286
 QR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5965384561(NAD 83)
 QR0286
 QR0286                          SUPERSEDED SURVEY CONTROL
 QR0286
 QR0286  NGVD 29 (??/??/92)  572.330  (m)         1877.72   (f) ADJ UNCH    2 0
 QR0286
 QR0286.Superseded values are not recommended for survey control.
 QR0286
 QR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0286.See file dsdata.pdf to determine how the superseded data were derived.
 QR0286
 QR0286_MARKER: DB = BENCH MARK DISK
 QR0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0286_STAMPING: B 47 1934
 QR0286_MARK LOGO: CGS
 QR0286_PROJECTION: FLUSH
 QR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0286+STABILITY: SURFACE MOTION
 QR0286
 QR0286  HISTORY     - Date     Condition        Report By
 QR0286  HISTORY     - 1934     MONUMENTED       CGS
 QR0286  HISTORY     - 1940     GOOD             CGS
 QR0286  HISTORY     - 1960     GOOD             CGS
 QR0286
 QR0286                          STATION DESCRIPTION
 QR0286
 QR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0286'3.2 MI S FROM SENECA.
 QR0286'3.2 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE POST OFFICE AT
 QR0286'SENECA, FAULK COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD,
 QR0286'43 FEET WEST OF THE CENTERLINE OF THE HIGHMORE ROAD, 35 FEET
 QR0286'NORTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, 7 FEET WEST
 QR0286'OF A TELEPHONE POLE, AND 0.6 FOOT NORTH OF A WHITE WOODEN WITNESS
 QR0286'POST.  A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE TOP OF A
 QR0286'CONCRETE POST FLUSH WITH THE GROUND.
 QR0286
 QR0286                          STATION RECOVERY (1960)
 QR0286
 QR0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 QR0286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4098 ***********************************************************************
 AE4098  DESIGNATION -  B 470
 AE4098  PID         -  AE4098
 AE4098  STATE/COUNTY-  SD/POTTER
 AE4098  COUNTRY     -  US
 AE4098  USGS QUAD   -  LAKE HURLEY (2017)
 AE4098
 AE4098                         *CURRENT SURVEY CONTROL
 AE4098  ______________________________________________________________________
 AE4098* NAD 83(1986) POSITION- 45 00 50.     (N) 100 08 04.     (W)   SCALED
 AE4098* NAVD 88 ORTHO HEIGHT -   593.424 (meters)     1946.93  (feet) ADJUSTED
 AE4098  ______________________________________________________________________
 AE4098  GEOID HEIGHT    -        -22.514 (meters)                     GEOID18
 AE4098  DYNAMIC HEIGHT  -        593.333 (meters)     1946.63  (feet) COMP
 AE4098  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 AE4098
 AE4098  VERT ORDER      -  FIRST     CLASS II
 AE4098
 AE4098.The horizontal coordinates were scaled from a map and have
 AE4098.an estimated accuracy of +/- 6 seconds.
 AE4098
 AE4098.The orthometric height was determined by differential leveling and
 AE4098.adjusted by the NATIONAL GEODETIC SURVEY
 AE4098.in July 1998.
 AE4098
 AE4098.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4098.GEOID18 height accuracy estimate available here.
 AE4098
 AE4098.Click photographs - Photos may exist for this station.
 AE4098
 AE4098.The dynamic height is computed by dividing the NAVD 88
 AE4098.geopotential number by the normal gravity value computed on the
 AE4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4098.degrees latitude (g = 980.6199 gals.).
 AE4098
 AE4098.The modeled gravity was interpolated from observed gravity values.
 AE4098
 AE4098;                    North         East    Units  Estimated Accuracy
 AE4098;SPC SD N     -   131,200.      589,400.      MT  (+/- 180 meters Scaled)
 AE4098
 AE4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ106851(NAD 83)
 AE4098
 AE4098                          SUPERSEDED SURVEY CONTROL
 AE4098
 AE4098.No superseded survey control is available for this station.
 AE4098
 AE4098_MARKER: I = METAL ROD
 AE4098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4098_STAMPING: B 470 1996
 AE4098_MARK LOGO: NGS
 AE4098_PROJECTION: FLUSH
 AE4098_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4098+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4098_ROD/PIPE-DEPTH: 7.0 meters
 AE4098_SLEEVE-DEPTH  : 0.9 meters
 AE4098
 AE4098  HISTORY     - Date     Condition        Report By
 AE4098  HISTORY     - 1996     MONUMENTED       NGS
 AE4098  HISTORY     - 20120614 GOOD             INDIV
 AE4098
 AE4098                          STATION DESCRIPTION
 AE4098
 AE4098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4098'14.3 KM (8.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4098'EXENE STREET IN GETTYSBURG, 485.0 M (1591.2 FT) WEST OF MILEPOST 217,
 AE4098'16.4 M (53.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) EAST
 AE4098'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.5 M (4.9 FT) WEST OF A
 AE4098'UTILITY POLE, 1.2 M (3.9 FT) EAST OF A FENCE CORNER, 0.5 M (1.6 FT)
 AE4098'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AE4098'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE4098'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE4098'CLASS A MARK.
 AE4098
 AE4098                          STATION RECOVERY (2012)
 AE4098
 AE4098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4133 ***********************************************************************
 AE4133  DESIGNATION -  B 471
 AE4133  PID         -  AE4133
 AE4133  STATE/COUNTY-  SD/FAULK
 AE4133  COUNTRY     -  US
 AE4133  USGS QUAD   -  BURKMERE (2017)
 AE4133
 AE4133                         *CURRENT SURVEY CONTROL
 AE4133  ______________________________________________________________________
 AE4133* NAD 83(1986) POSITION- 45 02 33.     (N) 099 16 40.     (W)   SCALED
 AE4133* NAVD 88 ORTHO HEIGHT -   527.038 (meters)     1729.12  (feet) ADJUSTED
 AE4133  ______________________________________________________________________
 AE4133  GEOID HEIGHT    -        -23.380 (meters)                     GEOID18
 AE4133  DYNAMIC HEIGHT  -        526.965 (meters)     1728.88  (feet) COMP
 AE4133  MODELED GRAVITY -    980,461.6   (mgal)                       NAVD 88
 AE4133
 AE4133  VERT ORDER      -  FIRST     CLASS II
 AE4133
 AE4133.The horizontal coordinates were scaled from a map and have
 AE4133.an estimated accuracy of +/- 6 seconds.
 AE4133
 AE4133.The orthometric height was determined by differential leveling and
 AE4133.adjusted by the NATIONAL GEODETIC SURVEY
 AE4133.in July 1998.
 AE4133
 AE4133.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4133.GEOID18 height accuracy estimate available here.
 AE4133
 AE4133.Click photographs - Photos may exist for this station.
 AE4133
 AE4133.The dynamic height is computed by dividing the NAVD 88
 AE4133.geopotential number by the normal gravity value computed on the
 AE4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4133.degrees latitude (g = 980.6199 gals.).
 AE4133
 AE4133.The modeled gravity was interpolated from observed gravity values.
 AE4133
 AE4133;                    North         East    Units  Estimated Accuracy
 AE4133;SPC SD N     -   134,620.      656,900.      MT  (+/- 180 meters Scaled)
 AE4133
 AE4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ781877(NAD 83)
 AE4133
 AE4133                          SUPERSEDED SURVEY CONTROL
 AE4133
 AE4133.No superseded survey control is available for this station.
 AE4133
 AE4133_MARKER: I = METAL ROD
 AE4133_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4133_STAMPING: B 471 1996
 AE4133_MARK LOGO: NGS
 AE4133_PROJECTION: FLUSH
 AE4133_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4133+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4133_ROD/PIPE-DEPTH: 7.5 meters
 AE4133_SLEEVE-DEPTH  : 0.9 meters
 AE4133
 AE4133  HISTORY     - Date     Condition        Report By
 AE4133  HISTORY     - 1996     MONUMENTED       NGS
 AE4133
 AE4133                          STATION DESCRIPTION
 AE4133
 AE4133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4133'12.3 KM (7.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4133'IN FAULKTON, 726.0 M (2381.9 FT) WEST OF MILEPOST 260, 14.4 M (47.2
 AE4133'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) BELOW THE LEVEL OF
 AE4133'THE HIGHWAY, AND 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE
 AE4133'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4133'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0420 ***********************************************************************
 PS0420  DESIGNATION -  B 49
 PS0420  PID         -  PS0420
 PS0420  STATE/COUNTY-  SD/BUFFALO
 PS0420  COUNTRY     -  US
 PS0420  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0420
 PS0420                         *CURRENT SURVEY CONTROL
 PS0420  ______________________________________________________________________
 PS0420* NAD 83(1986) POSITION- 44 00 22.     (N) 099 20 23.     (W)   SCALED
 PS0420* NAVD 88 ORTHO HEIGHT -   440.590 (meters)     1445.50  (feet) ADJUSTED
 PS0420  ______________________________________________________________________
 PS0420  GEOID HEIGHT    -        -25.066 (meters)                     GEOID18
 PS0420  DYNAMIC HEIGHT  -        440.489 (meters)     1445.17  (feet) COMP
 PS0420  MODELED GRAVITY -    980,377.5   (mgal)                       NAVD 88
 PS0420
 PS0420  VERT ORDER      -  FIRST     CLASS II
 PS0420
 PS0420.The horizontal coordinates were scaled from a map and have
 PS0420.an estimated accuracy of +/- 6 seconds.
 PS0420
 PS0420.The orthometric height was determined by differential leveling and
 PS0420.adjusted by the NATIONAL GEODETIC SURVEY
 PS0420.in June 1991.
 PS0420
 PS0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0420.GEOID18 height accuracy estimate available here.
 PS0420
 PS0420.Click photographs - Photos may exist for this station.
 PS0420
 PS0420.The dynamic height is computed by dividing the NAVD 88
 PS0420.geopotential number by the normal gravity value computed on the
 PS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0420.degrees latitude (g = 980.6199 gals.).
 PS0420
 PS0420.The modeled gravity was interpolated from observed gravity values.
 PS0420
 PS0420;                    North         East    Units  Estimated Accuracy
 PS0420;SPC SD S     -   186,310.      679,680.      MT  (+/- 180 meters Scaled)
 PS0420
 PS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP727726(NAD 83)
 PS0420
 PS0420                          SUPERSEDED SURVEY CONTROL
 PS0420
 PS0420  NGVD 29 (??/??/92)  440.261  (m)         1444.42   (f) ADJ UNCH    1 2
 PS0420
 PS0420.Superseded values are not recommended for survey control.
 PS0420
 PS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0420.See file dsdata.pdf to determine how the superseded data were derived.
 PS0420
 PS0420_MARKER: DB = BENCH MARK DISK
 PS0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0420_STAMPING: B 49 1934
 PS0420_MARK LOGO: CGS
 PS0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0420+STABILITY: SURFACE MOTION
 PS0420
 PS0420  HISTORY     - Date     Condition        Report By
 PS0420  HISTORY     - 1934     MONUMENTED       CGS
 PS0420  HISTORY     - 1949     GOOD             CGS
 PS0420  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0420
 PS0420                          STATION DESCRIPTION
 PS0420
 PS0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0420'6.1 MI S FROM FORT THOMPSON.
 PS0420'6.1 MILES SOUTH OF FORT THOMPSON, BUFFALO COUNTY.  THIS BENCH MARK
 PS0420'MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE NORTHEAST
 PS0420'ALONG A GRAVEL ROAD, THENCE 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY
 PS0420'47.  IT IS AT A ROAD INTERSECTION, 77 FEET NORTHWEST OF THE
 PS0420'CENTERLINE OF THE ROAD, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PS0420'HIGHWAY, AT THE CREST OF A RISE, 4 FEET WEST OF A POLE, AND ABOUT
 PS0420'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0420'B 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0420
 PS0420                          STATION RECOVERY (2013)
 PS0420
 PS0420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0120 ***********************************************************************
 OT0120  DESIGNATION -  B 5 Q
 OT0120  PID         -  OT0120
 OT0120  STATE/COUNTY-  SD/PENNINGTON
 OT0120  COUNTRY     -  US
 OT0120  USGS QUAD   -  WALL (2017)
 OT0120
 OT0120                         *CURRENT SURVEY CONTROL
 OT0120  ______________________________________________________________________
 OT0120* NAD 83(1986) POSITION- 43 59 12.     (N) 102 08 57.     (W)   SCALED
 OT0120* NAVD 88 ORTHO HEIGHT -   823.272 (meters)     2701.02  (feet) ADJUSTED
 OT0120  ______________________________________________________________________
 OT0120  GEOID HEIGHT    -        -19.322 (meters)                     GEOID18
 OT0120  DYNAMIC HEIGHT  -        823.024 (meters)     2700.20  (feet) COMP
 OT0120  MODELED GRAVITY -    980,289.2   (mgal)                       NAVD 88
 OT0120
 OT0120  VERT ORDER      -  SECOND    CLASS 0
 OT0120
 OT0120.The horizontal coordinates were scaled from a map and have
 OT0120.an estimated accuracy of +/- 6 seconds.
 OT0120
 OT0120.The orthometric height was determined by differential leveling and
 OT0120.adjusted by the NATIONAL GEODETIC SURVEY
 OT0120.in June 1991.
 OT0120
 OT0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0120.GEOID18 height accuracy estimate available here.
 OT0120
 OT0120.Click photographs - Photos may exist for this station.
 OT0120
 OT0120.The dynamic height is computed by dividing the NAVD 88
 OT0120.geopotential number by the normal gravity value computed on the
 OT0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0120.degrees latitude (g = 980.6199 gals.).
 OT0120
 OT0120.The modeled gravity was interpolated from observed gravity values.
 OT0120
 OT0120;                    North         East    Units  Estimated Accuracy
 OT0120;SPC SD S     -   185,270.      454,350.      MT  (+/- 180 meters Scaled)
 OT0120
 OT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ286743(NAD 83)
 OT0120
 OT0120                          SUPERSEDED SURVEY CONTROL
 OT0120
 OT0120  NGVD 29 (??/??/92)  822.82   (m)         2699.5    (f) COMPUTED    2 0
 OT0120
 OT0120.Superseded values are not recommended for survey control.
 OT0120
 OT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0120.See file dsdata.pdf to determine how the superseded data were derived.
 OT0120
 OT0120_MARKER: DS = TRIANGULATION STATION DISK
 OT0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0120_STAMPING: B 5 Q 1961
 OT0120_MARK LOGO: CGS
 OT0120_PROJECTION: FLUSH
 OT0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0120+STABILITY: SURFACE MOTION
 OT0120
 OT0120  HISTORY     - Date     Condition        Report By
 OT0120  HISTORY     - 1961     MONUMENTED       CGS
 OT0120  HISTORY     - 1962     GOOD             CGS
 OT0120
 OT0120                          STATION DESCRIPTION
 OT0120
 OT0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0120'1.4 MI W FROM QUINN.
 OT0120'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0120'AT QUINN, THENCE 1.25 MILES WEST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0120'2, T 1 S, R 16 E, 97 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OT0120'2 1/2 FEET NORTH OF A FENCE, 4.7 FEET NORTHWEST OF A METAL
 OT0120'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 OT0120'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0120'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0118 ***********************************************************************
 OT0118  DESIGNATION -  B 5 Q AZ MK
 OT0118  PID         -  OT0118
 OT0118  STATE/COUNTY-  SD/PENNINGTON
 OT0118  COUNTRY     -  US
 OT0118  USGS QUAD   -  WALL (2017)
 OT0118
 OT0118                         *CURRENT SURVEY CONTROL
 OT0118  ______________________________________________________________________
 OT0118* NAD 83(1986) POSITION- 43 59 15.     (N) 102 09 14.     (W)   SCALED
 OT0118* NAVD 88 ORTHO HEIGHT -   820.094 (meters)     2690.59  (feet) ADJUSTED
 OT0118  ______________________________________________________________________
 OT0118  GEOID HEIGHT    -        -19.305 (meters)                     GEOID18
 OT0118  DYNAMIC HEIGHT  -        819.846 (meters)     2689.78  (feet) COMP
 OT0118  MODELED GRAVITY -    980,289.2   (mgal)                       NAVD 88
 OT0118
 OT0118  VERT ORDER      -  SECOND    CLASS 0
 OT0118
 OT0118.The horizontal coordinates were scaled from a map and have
 OT0118.an estimated accuracy of +/- 6 seconds.
 OT0118
 OT0118.The orthometric height was determined by differential leveling and
 OT0118.adjusted by the NATIONAL GEODETIC SURVEY
 OT0118.in June 1991.
 OT0118
 OT0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0118.GEOID18 height accuracy estimate available here.
 OT0118
 OT0118.Click photographs - Photos may exist for this station.
 OT0118
 OT0118.The dynamic height is computed by dividing the NAVD 88
 OT0118.geopotential number by the normal gravity value computed on the
 OT0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0118.degrees latitude (g = 980.6199 gals.).
 OT0118
 OT0118.The modeled gravity was interpolated from observed gravity values.
 OT0118
 OT0118;                    North         East    Units  Estimated Accuracy
 OT0118;SPC SD S     -   185,370.      453,970.      MT  (+/- 180 meters Scaled)
 OT0118
 OT0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ282744(NAD 83)
 OT0118
 OT0118                          SUPERSEDED SURVEY CONTROL
 OT0118
 OT0118  NGVD 29 (??/??/92)  819.64   (m)         2689.1    (f) COMPUTED    2 0
 OT0118
 OT0118.Superseded values are not recommended for survey control.
 OT0118
 OT0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0118.See file dsdata.pdf to determine how the superseded data were derived.
 OT0118
 OT0118_MARKER: DZ = AZIMUTH MARK DISK
 OT0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0118_STAMPING: B 5 Q 1961
 OT0118_MARK LOGO: CGS
 OT0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0118+STABILITY: SURFACE MOTION
 OT0118
 OT0118  HISTORY     - Date     Condition        Report By
 OT0118  HISTORY     - 1961     MONUMENTED       CGS
 OT0118  HISTORY     - 1962     GOOD             CGS
 OT0118
 OT0118                          STATION DESCRIPTION
 OT0118
 OT0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0118'1.7 MI W FROM QUINN.
 OT0118'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0118'AT QUINN, THENCE 1.5 MILES WEST ALONG U.S. HIGHWAY 14, IN SECTION
 OT0118'2, T 1 S, R 16 E, 100 FEET NORTH OF THE CENTER LINE OF THE
 OT0118'HIGHWAY, 108 FEET NORTHWEST OF THE NORTH END OF A CONCRETE
 OT0118'TUBULAR CULVERT, 1 FOOT SOUTH OF A FENCE, 2.0 FEET WEST OF A
 OT0118'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 OT0118'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0119 ***********************************************************************
 OT0119  DESIGNATION -  B 5 Q RM 1
 OT0119  PID         -  OT0119
 OT0119  STATE/COUNTY-  SD/PENNINGTON
 OT0119  COUNTRY     -  US
 OT0119  USGS QUAD   -  WALL (2017)
 OT0119
 OT0119                         *CURRENT SURVEY CONTROL
 OT0119  ______________________________________________________________________
 OT0119* NAD 83(1986) POSITION- 43 59 15.     (N) 102 08 56.     (W)   SCALED
 OT0119* NAVD 88 ORTHO HEIGHT -   822.475 (meters)     2698.40  (feet) ADJUSTED
 OT0119  ______________________________________________________________________
 OT0119  GEOID HEIGHT    -        -19.323 (meters)                     GEOID18
 OT0119  DYNAMIC HEIGHT  -        822.227 (meters)     2697.59  (feet) COMP
 OT0119  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 OT0119
 OT0119  VERT ORDER      -  SECOND    CLASS 0
 OT0119
 OT0119.The horizontal coordinates were scaled from a map and have
 OT0119.an estimated accuracy of +/- 6 seconds.
 OT0119
 OT0119.The orthometric height was determined by differential leveling and
 OT0119.adjusted by the NATIONAL GEODETIC SURVEY
 OT0119.in June 1991.
 OT0119
 OT0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0119.GEOID18 height accuracy estimate available here.
 OT0119
 OT0119.Click photographs - Photos may exist for this station.
 OT0119
 OT0119.The dynamic height is computed by dividing the NAVD 88
 OT0119.geopotential number by the normal gravity value computed on the
 OT0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0119.degrees latitude (g = 980.6199 gals.).
 OT0119
 OT0119.The modeled gravity was interpolated from observed gravity values.
 OT0119
 OT0119;                    North         East    Units  Estimated Accuracy
 OT0119;SPC SD S     -   185,360.      454,370.      MT  (+/- 180 meters Scaled)
 OT0119
 OT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ286744(NAD 83)
 OT0119
 OT0119                          SUPERSEDED SURVEY CONTROL
 OT0119
 OT0119  NGVD 29 (??/??/92)  822.02   (m)         2696.9    (f) COMPUTED    2 0
 OT0119
 OT0119.Superseded values are not recommended for survey control.
 OT0119
 OT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0119.See file dsdata.pdf to determine how the superseded data were derived.
 OT0119
 OT0119_MARKER: DR = REFERENCE MARK DISK
 OT0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0119_STAMPING: B 5 Q NO 1 1961
 OT0119_MARK LOGO: CGS
 OT0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0119+STABILITY: SURFACE MOTION
 OT0119
 OT0119  HISTORY     - Date     Condition        Report By
 OT0119  HISTORY     - 1961     MONUMENTED       CGS
 OT0119  HISTORY     - 1962     GOOD             CGS
 OT0119
 OT0119                          STATION DESCRIPTION
 OT0119
 OT0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0119'1.4 MI W FROM QUINN.
 OT0119'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0119'AT QUINN, THENCE 1.25 MILES WEST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0119'2, T 1 S, R 16 E, 93 FEET NORTH OF THE CENTER LINE OF THE
 OT0119'HIGHWAY, 11 1/2 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A
 OT0119'FENCE, 198.2 FEET NORTH AND ACROSS THE HIGHWAY FROM B 5 Q 1961,
 OT0119'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 OT0119'TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0121 ***********************************************************************
 OT0121  DESIGNATION -  B 5 Q RM 2
 OT0121  PID         -  OT0121
 OT0121  STATE/COUNTY-  SD/PENNINGTON
 OT0121  COUNTRY     -  US
 OT0121  USGS QUAD   -  WALL (2017)
 OT0121
 OT0121                         *CURRENT SURVEY CONTROL
 OT0121  ______________________________________________________________________
 OT0121* NAD 83(1986) POSITION- 43 59 13.     (N) 102 08 54.     (W)   SCALED
 OT0121* NAVD 88 ORTHO HEIGHT -   822.763 (meters)     2699.35  (feet) ADJUSTED
 OT0121  ______________________________________________________________________
 OT0121  GEOID HEIGHT    -        -19.325 (meters)                     GEOID18
 OT0121  DYNAMIC HEIGHT  -        822.515 (meters)     2698.53  (feet) COMP
 OT0121  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 OT0121
 OT0121  VERT ORDER      -  SECOND    CLASS 0
 OT0121
 OT0121.The horizontal coordinates were scaled from a map and have
 OT0121.an estimated accuracy of +/- 6 seconds.
 OT0121
 OT0121.The orthometric height was determined by differential leveling and
 OT0121.adjusted by the NATIONAL GEODETIC SURVEY
 OT0121.in June 1991.
 OT0121
 OT0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0121.GEOID18 height accuracy estimate available here.
 OT0121
 OT0121.Click photographs - Photos may exist for this station.
 OT0121
 OT0121.The dynamic height is computed by dividing the NAVD 88
 OT0121.geopotential number by the normal gravity value computed on the
 OT0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0121.degrees latitude (g = 980.6199 gals.).
 OT0121
 OT0121.The modeled gravity was interpolated from observed gravity values.
 OT0121
 OT0121;                    North         East    Units  Estimated Accuracy
 OT0121;SPC SD S     -   185,300.      454,420.      MT  (+/- 180 meters Scaled)
 OT0121
 OT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ286743(NAD 83)
 OT0121
 OT0121                          SUPERSEDED SURVEY CONTROL
 OT0121
 OT0121  NGVD 29 (??/??/92)  822.31   (m)         2697.9    (f) COMPUTED    2 0
 OT0121
 OT0121.Superseded values are not recommended for survey control.
 OT0121
 OT0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0121.See file dsdata.pdf to determine how the superseded data were derived.
 OT0121
 OT0121_MARKER: DR = REFERENCE MARK DISK
 OT0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0121_STAMPING: B 5 Q NO 1 1961
 OT0121_MARK LOGO: CGS
 OT0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0121+STABILITY: SURFACE MOTION
 OT0121
 OT0121  HISTORY     - Date     Condition        Report By
 OT0121  HISTORY     - 1961     MONUMENTED       CGS
 OT0121  HISTORY     - 1962     GOOD             CGS
 OT0121
 OT0121                          STATION DESCRIPTION
 OT0121
 OT0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0121'1.4 MI W FROM QUINN.
 OT0121'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0121'AT QUINN, THENCE 1.25 MILES WEST ALONG U.S. HIGHWAY 14 IN
 OT0121'SECTION 2, T 1 S, R 16 E, 98 FEET SOUTH OF THE CENTER LINE OF
 OT0121'THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 77.7 FEET EAST OF B 5 Q
 OT0121'1961, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 OT0121'THE TOP OF A CONCRETE POST WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0116 ***********************************************************************
 OT0116  DESIGNATION -  B 5 R
 OT0116  PID         -  OT0116
 OT0116  STATE/COUNTY-  SD/PENNINGTON
 OT0116  COUNTRY     -  US
 OT0116  USGS QUAD   -  WALL (2017)
 OT0116
 OT0116                         *CURRENT SURVEY CONTROL
 OT0116  ______________________________________________________________________
 OT0116* NAD 83(1986) POSITION- 43 59 15.     (N) 102 09 26.     (W)   SCALED
 OT0116* NAVD 88 ORTHO HEIGHT -   826.976 (meters)     2713.17  (feet) ADJUSTED
 OT0116  ______________________________________________________________________
 OT0116  GEOID HEIGHT    -        -19.293 (meters)                     GEOID18
 OT0116  DYNAMIC HEIGHT  -        826.726 (meters)     2712.35  (feet) COMP
 OT0116  MODELED GRAVITY -    980,289.0   (mgal)                       NAVD 88
 OT0116
 OT0116  VERT ORDER      -  SECOND    CLASS 0
 OT0116
 OT0116.The horizontal coordinates were scaled from a map and have
 OT0116.an estimated accuracy of +/- 6 seconds.
 OT0116
 OT0116.The orthometric height was determined by differential leveling and
 OT0116.adjusted by the NATIONAL GEODETIC SURVEY
 OT0116.in June 1991.
 OT0116
 OT0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0116.GEOID18 height accuracy estimate available here.
 OT0116
 OT0116.Click photographs - Photos may exist for this station.
 OT0116
 OT0116.The dynamic height is computed by dividing the NAVD 88
 OT0116.geopotential number by the normal gravity value computed on the
 OT0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0116.degrees latitude (g = 980.6199 gals.).
 OT0116
 OT0116.The modeled gravity was interpolated from observed gravity values.
 OT0116
 OT0116;                    North         East    Units  Estimated Accuracy
 OT0116;SPC SD S     -   185,370.      453,700.      MT  (+/- 180 meters Scaled)
 OT0116
 OT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ279744(NAD 83)
 OT0116
 OT0116                          SUPERSEDED SURVEY CONTROL
 OT0116
 OT0116  NGVD 29 (??/??/92)  826.52   (m)         2711.7    (f) COMPUTED    2 0
 OT0116
 OT0116.Superseded values are not recommended for survey control.
 OT0116
 OT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0116.See file dsdata.pdf to determine how the superseded data were derived.
 OT0116
 OT0116_MARKER: DS = TRIANGULATION STATION DISK
 OT0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0116_STAMPING: B 5 R 1961
 OT0116_MARK LOGO: CGS
 OT0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0116+STABILITY: SURFACE MOTION
 OT0116
 OT0116  HISTORY     - Date     Condition        Report By
 OT0116  HISTORY     - 1961     MONUMENTED       CGS
 OT0116  HISTORY     - 1962     GOOD             CGS
 OT0116
 OT0116                          STATION DESCRIPTION
 OT0116
 OT0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0116'1.8 MI W FROM QUINN.
 OT0116'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0116'QUINN, THENCE 1.65 MILES WEST ALONG U.S. HIGHWAY 14, ON THE CREST
 OT0116'OF A HILL IN SECTION 2, T 1 S, R 16 E, 154 NORTH OF THE CENTER
 OT0116'LINE OF THE HIGHWAY, 57 FEET NORTHWEST OF A TELEPHONE POLE,
 OT0116'5 FEET SOUTHWEST OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS
 OT0116'4 FEET, 5.7 FEET WEST OF A METAL WITNESS POST, ABOUT 10 FEET
 OT0116'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OT0116'POST WHICH PROJECTS 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0117 ***********************************************************************
 OT0117  DESIGNATION -  B 5 R RM 1
 OT0117  PID         -  OT0117
 OT0117  STATE/COUNTY-  SD/PENNINGTON
 OT0117  COUNTRY     -  US
 OT0117  USGS QUAD   -  WALL (2017)
 OT0117
 OT0117                         *CURRENT SURVEY CONTROL
 OT0117  ______________________________________________________________________
 OT0117* NAD 83(1986) POSITION- 43 59 14.     (N) 102 09 25.     (W)   SCALED
 OT0117* NAVD 88 ORTHO HEIGHT -   824.184 (meters)     2704.01  (feet) ADJUSTED
 OT0117  ______________________________________________________________________
 OT0117  GEOID HEIGHT    -        -19.294 (meters)                     GEOID18
 OT0117  DYNAMIC HEIGHT  -        823.935 (meters)     2703.19  (feet) COMP
 OT0117  MODELED GRAVITY -    980,289.0   (mgal)                       NAVD 88
 OT0117
 OT0117  VERT ORDER      -  SECOND    CLASS 0
 OT0117
 OT0117.The horizontal coordinates were scaled from a map and have
 OT0117.an estimated accuracy of +/- 6 seconds.
 OT0117
 OT0117.The orthometric height was determined by differential leveling and
 OT0117.adjusted by the NATIONAL GEODETIC SURVEY
 OT0117.in June 1991.
 OT0117
 OT0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0117.GEOID18 height accuracy estimate available here.
 OT0117
 OT0117.Click photographs - Photos may exist for this station.
 OT0117
 OT0117.The dynamic height is computed by dividing the NAVD 88
 OT0117.geopotential number by the normal gravity value computed on the
 OT0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0117.degrees latitude (g = 980.6199 gals.).
 OT0117
 OT0117.The modeled gravity was interpolated from observed gravity values.
 OT0117
 OT0117;                    North         East    Units  Estimated Accuracy
 OT0117;SPC SD S     -   185,340.      453,730.      MT  (+/- 180 meters Scaled)
 OT0117
 OT0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ279743(NAD 83)
 OT0117
 OT0117                          SUPERSEDED SURVEY CONTROL
 OT0117
 OT0117  NGVD 29 (??/??/92)  823.73   (m)         2702.5    (f) COMPUTED    2 0
 OT0117
 OT0117.Superseded values are not recommended for survey control.
 OT0117
 OT0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0117.See file dsdata.pdf to determine how the superseded data were derived.
 OT0117
 OT0117_MARKER: DR = REFERENCE MARK DISK
 OT0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0117_STAMPING: B 5 R NO 1 1961
 OT0117_MARK LOGO: CGS
 OT0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0117+STABILITY: SURFACE MOTION
 OT0117
 OT0117  HISTORY     - Date     Condition        Report By
 OT0117  HISTORY     - 1961     MONUMENTED       CGS
 OT0117  HISTORY     - 1962     GOOD             CGS
 OT0117
 OT0117                          STATION DESCRIPTION
 OT0117
 OT0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0117'1.8 MI W FROM QUINN.
 OT0117'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0117'QUINN, THENCE 1.65 MILES WEST ALONG U.S. HIGHWAY 14 ON THE CREST
 OT0117'OF A HILL IN SECTION 2, T 1 S, R 16 E, 103 FEET NORTH OF THE
 OT0117'CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A TELEPHONE POLE,
 OT0117'54.3 FEET SOUTH-SOUTHEAST OF B 5 R 1961, 50 FEET SOUTH OF A
 OT0117'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 OT0117'CONCRETE POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0115 ***********************************************************************
 OT0115  DESIGNATION -  B 5 R RM 2
 OT0115  PID         -  OT0115
 OT0115  STATE/COUNTY-  SD/PENNINGTON
 OT0115  COUNTRY     -  US
 OT0115  USGS QUAD   -  WALL (2017)
 OT0115
 OT0115                         *CURRENT SURVEY CONTROL
 OT0115  ______________________________________________________________________
 OT0115* NAD 83(1986) POSITION- 43 59 16.     (N) 102 09 27.     (W)   SCALED
 OT0115* NAVD 88 ORTHO HEIGHT -   825.701 (meters)     2708.99  (feet) ADJUSTED
 OT0115  ______________________________________________________________________
 OT0115  GEOID HEIGHT    -        -19.292 (meters)                     GEOID18
 OT0115  DYNAMIC HEIGHT  -        825.452 (meters)     2708.17  (feet) COMP
 OT0115  MODELED GRAVITY -    980,289.0   (mgal)                       NAVD 88
 OT0115
 OT0115  VERT ORDER      -  SECOND    CLASS 0
 OT0115
 OT0115.The horizontal coordinates were scaled from a map and have
 OT0115.an estimated accuracy of +/- 6 seconds.
 OT0115
 OT0115.The orthometric height was determined by differential leveling and
 OT0115.adjusted by the NATIONAL GEODETIC SURVEY
 OT0115.in June 1991.
 OT0115
 OT0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0115.GEOID18 height accuracy estimate available here.
 OT0115
 OT0115.Click photographs - Photos may exist for this station.
 OT0115
 OT0115.The dynamic height is computed by dividing the NAVD 88
 OT0115.geopotential number by the normal gravity value computed on the
 OT0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0115.degrees latitude (g = 980.6199 gals.).
 OT0115
 OT0115.The modeled gravity was interpolated from observed gravity values.
 OT0115
 OT0115;                    North         East    Units  Estimated Accuracy
 OT0115;SPC SD S     -   185,400.      453,680.      MT  (+/- 180 meters Scaled)
 OT0115
 OT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ279744(NAD 83)
 OT0115
 OT0115                          SUPERSEDED SURVEY CONTROL
 OT0115
 OT0115  NGVD 29 (??/??/92)  825.25   (m)         2707.5    (f) COMPUTED    2 0
 OT0115
 OT0115.Superseded values are not recommended for survey control.
 OT0115
 OT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0115.See file dsdata.pdf to determine how the superseded data were derived.
 OT0115
 OT0115_MARKER: DR = REFERENCE MARK DISK
 OT0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0115_STAMPING: B 5 R NO 2 1961
 OT0115_MARK LOGO: CGS
 OT0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0115+STABILITY: SURFACE MOTION
 OT0115
 OT0115  HISTORY     - Date     Condition        Report By
 OT0115  HISTORY     - 1961     MONUMENTED       CGS
 OT0115  HISTORY     - 1962     GOOD             CGS
 OT0115
 OT0115                          STATION DESCRIPTION
 OT0115
 OT0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0115'1.8 MI W FROM QUINN.
 OT0115'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0115'QUINN, THENCE 1.65 MILES WEST ALONG U.S. HIGHWAY 14, ON THE CREST
 OT0115'OF A HILL IN SECTION 2, T 1 S, R 16 E, 138 FEET NORTH OF THE
 OT0115'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE, 54.2 FEET
 OT0115'WEST-SOUTHWEST OF B 5 R 1961, ABOUT 6 FEET ABOVE THE LEVEL OF
 OT0115'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0115'3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0536 ***********************************************************************
 PS0536  DESIGNATION -  B 50
 PS0536  PID         -  PS0536
 PS0536  STATE/COUNTY-  SD/HYDE
 PS0536  COUNTRY     -  US
 PS0536  USGS QUAD   -  HOLABIRD (2017)
 PS0536
 PS0536                         *CURRENT SURVEY CONTROL
 PS0536  ______________________________________________________________________
 PS0536* NAD 83(1986) POSITION- 44 31 22.81   (N) 099 33 46.15   (W)   HD_HELD1
 PS0536* NAVD 88 ORTHO HEIGHT -   549.284 (meters)     1802.11  (feet) ADJUSTED
 PS0536  ______________________________________________________________________
 PS0536  GEOID HEIGHT    -        -23.733 (meters)                     GEOID18
 PS0536  DYNAMIC HEIGHT  -        549.174 (meters)     1801.75  (feet) COMP
 PS0536  MODELED GRAVITY -    980,399.4   (mgal)                       NAVD 88
 PS0536
 PS0536  VERT ORDER      -  SECOND    CLASS 0
 PS0536
 PS0536.The horizontal coordinates were determined by differentially corrected
 PS0536.hand held GPS observations or other comparable positioning techniques
 PS0536.and have an estimated accuracy of +/- 3 meters.
 PS0536
 PS0536.The orthometric height was determined by differential leveling and
 PS0536.adjusted by the NATIONAL GEODETIC SURVEY
 PS0536.in June 1991.
 PS0536
 PS0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0536.GEOID18 height accuracy estimate available here.
 PS0536
 PS0536.Click photographs - Photos may exist for this station.
 PS0536
 PS0536.The dynamic height is computed by dividing the NAVD 88
 PS0536.geopotential number by the normal gravity value computed on the
 PS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0536.degrees latitude (g = 980.6199 gals.).
 PS0536
 PS0536.The modeled gravity was interpolated from observed gravity values.
 PS0536
 PS0536;                    North         East    Units  Estimated Accuracy
 PS0536;SPC SD N     -    76,731.6     634,754.3     MT  (+/- 3 meters HH1 GPS) 
 PS0536
 PS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5527430118(NAD 83)
 PS0536
 PS0536                          SUPERSEDED SURVEY CONTROL
 PS0536
 PS0536  NGVD 29 (??/??/92)  548.924  (m)         1800.93   (f) ADJ UNCH    2 0
 PS0536
 PS0536.Superseded values are not recommended for survey control.
 PS0536
 PS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0536.See file dsdata.pdf to determine how the superseded data were derived.
 PS0536
 PS0536_MARKER: DB = BENCH MARK DISK
 PS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0536_STAMPING: B 50 1934
 PS0536_MARK LOGO: CGS
 PS0536_PROJECTION: FLUSH
 PS0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0536+STABILITY: SURFACE MOTION
 PS0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0536+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 PS0536
 PS0536  HISTORY     - Date     Condition        Report By
 PS0536  HISTORY     - 1934     MONUMENTED       CGS
 PS0536  HISTORY     - 1940     GOOD             CGS
 PS0536  HISTORY     - 19941130 GOOD             NGS
 PS0536
 PS0536                          STATION DESCRIPTION
 PS0536
 PS0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0536'1.7 MI E FROM HOLABIRD.
 PS0536'ABOUT 1.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0536'FROM THE STATION AT HOLABIRD, HYDE COUNTY, ABOUT 8 POLES WEST
 PS0536'OF MILEPOST 431, AT A SECTION-LINE ROAD CROSSING, 90.5 FEET
 PS0536'NORTH OF THE NORTH RAIL, 38.5 FEET EAST OF THE CENTER LINE OF
 PS0536'THE ROAD, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE, 0.8 FOOT EAST
 PS0536'OF A WHITE REFERENCE POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 PS0536'A STANDARD DISK, STAMPED B 50 1934 AND SET IN THE TOP OF A
 PS0536'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PS0536
 PS0536                          STATION RECOVERY (1940)
 PS0536
 PS0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0536'RECOVERED IN GOOD CONDITION.
 PS0536
 PS0536                          STATION RECOVERY (1994)
 PS0536
 PS0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0536'9.6 KM (5.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0536'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG
 PS0536'A GRAVELED ROAD, 27.4 M (89.9 FT) NORTH OF THE NEAR RAIL OF THE
 PS0536'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 11.6 M (38.1 FT) EAST OF THE
 PS0536'ROAD CENTER, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 PS0536'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0253 ***********************************************************************
 PS0253  DESIGNATION -  B 51
 PS0253  PID         -  PS0253
 PS0253  STATE/COUNTY-  SD/HAND
 PS0253  COUNTRY     -  US
 PS0253  USGS QUAD   -  MILLER SE (2017)
 PS0253
 PS0253                         *CURRENT SURVEY CONTROL
 PS0253  ______________________________________________________________________
 PS0253* NAD 83(1986) POSITION- 44 30 49.33   (N) 098 51 47.93   (W)   HD_HELD1
 PS0253* NAVD 88 ORTHO HEIGHT -   462.992 (meters)     1519.00  (feet) ADJUSTED
 PS0253  ______________________________________________________________________
 PS0253  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 PS0253  DYNAMIC HEIGHT  -        462.903 (meters)     1518.71  (feet) COMP
 PS0253  MODELED GRAVITY -    980,413.8   (mgal)                       NAVD 88
 PS0253
 PS0253  VERT ORDER      -  FIRST     CLASS II
 PS0253
 PS0253.The horizontal coordinates were determined by differentially corrected
 PS0253.hand held GPS observations or other comparable positioning techniques
 PS0253.and have an estimated accuracy of +/- 3 meters.
 PS0253
 PS0253.The orthometric height was determined by differential leveling and
 PS0253.adjusted by the NATIONAL GEODETIC SURVEY
 PS0253.in October 1997.
 PS0253
 PS0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0253.GEOID18 height accuracy estimate available here.
 PS0253
 PS0253.Click photographs - Photos may exist for this station.
 PS0253
 PS0253.The dynamic height is computed by dividing the NAVD 88
 PS0253.geopotential number by the normal gravity value computed on the
 PS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0253.degrees latitude (g = 980.6199 gals.).
 PS0253
 PS0253.The modeled gravity was interpolated from observed gravity values.
 PS0253
 PS0253;                    North         East    Units  Estimated Accuracy
 PS0253;SPC SD N     -    76,238.8     690,374.5     MT  (+/- 3 meters HH1 GPS) 
 PS0253
 PS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1086328940(NAD 83)
 PS0253
 PS0253                          SUPERSEDED SURVEY CONTROL
 PS0253
 PS0253  NAVD 88 (06/15/91)  462.995  (m)         1519.01   (f) SUPERSEDED  1 2
 PS0253  NGVD 29 (??/??/92)  462.674  (m)         1517.96   (f) ADJ UNCH    1 2
 PS0253
 PS0253.Superseded values are not recommended for survey control.
 PS0253
 PS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0253.See file dsdata.pdf to determine how the superseded data were derived.
 PS0253
 PS0253_MARKER: DB = BENCH MARK DISK
 PS0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0253_STAMPING: B 51 1934
 PS0253_MARK LOGO: CGS
 PS0253_PROJECTION: FLUSH
 PS0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0253+STABILITY: SURFACE MOTION
 PS0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0253+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0253
 PS0253  HISTORY     - Date     Condition        Report By
 PS0253  HISTORY     - 1934     MONUMENTED       CGS
 PS0253  HISTORY     - 1940     GOOD             CGS
 PS0253  HISTORY     - 19941101 GOOD             NGS
 PS0253
 PS0253                          STATION DESCRIPTION
 PS0253
 PS0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0253'3.6 MI W FROM VAYLAND.
 PS0253'ABOUT 3.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0253'FROM THE STATION AT VAYLAND, HAND COUNTY, ABOUT 23 POLES
 PS0253'WEST OF MILEPOST 396, AT A SECTION-LINE ROAD CROSSING, 34.5 FEET
 PS0253'EAST OF THE CENTER LINE OF THE ROAD, 92.2 FEET NORTH OF THE
 PS0253'NORTH RAIL, 5 FEET SOUTHEAST OF A CORNER OF THE RIGHT-OF-WAY
 PS0253'FENCE, 0.6 FOOT WEST OF A WHITE REFERENCE POST, AND ABOUT
 PS0253'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 51 1934
 PS0253'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 PS0253'ABOVE GROUND.
 PS0253
 PS0253                          STATION RECOVERY (1940)
 PS0253
 PS0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0253'RECOVERED IN GOOD CONDITION.
 PS0253
 PS0253                          STATION RECOVERY (1994)
 PS0253
 PS0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0253'10.1 KM (6.25 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0253'IN MILLER, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0253'28.0 M (91.9 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0253'EASTERN RAILROAD, 10.5 M (34.4 FT) EAST OF THE ROAD CENTER,, 0.3 M
 PS0253'(1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS
 PS0253'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0101 ***********************************************************************
 PS0101  DESIGNATION -  B 52
 PS0101  PID         -  PS0101
 PS0101  STATE/COUNTY-  SD/BEADLE
 PS0101  COUNTRY     -  US
 PS0101  USGS QUAD   -  HURON (2017)
 PS0101
 PS0101                         *CURRENT SURVEY CONTROL
 PS0101  ______________________________________________________________________
 PS0101* NAD 83(1986) POSITION- 44 21 59.     (N) 098 08 03.     (W)   SCALED
 PS0101* NAVD 88 ORTHO HEIGHT -   395.113 (meters)     1296.30  (feet) ADJUSTED
 PS0101  ______________________________________________________________________
 PS0101  GEOID HEIGHT    -        -25.034 (meters)                     GEOID18
 PS0101  DYNAMIC HEIGHT  -        395.047 (meters)     1296.08  (feet) COMP
 PS0101  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 PS0101
 PS0101  VERT ORDER      -  SECOND    CLASS 0
 PS0101
 PS0101.The horizontal coordinates were scaled from a map and have
 PS0101.an estimated accuracy of +/- 6 seconds.
 PS0101
 PS0101.The orthometric height was determined by differential leveling and
 PS0101.adjusted by the NATIONAL GEODETIC SURVEY
 PS0101.in June 1991.
 PS0101
 PS0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0101.GEOID18 height accuracy estimate available here.
 PS0101
 PS0101.Click photographs - Photos may exist for this station.
 PS0101
 PS0101.The dynamic height is computed by dividing the NAVD 88
 PS0101.geopotential number by the normal gravity value computed on the
 PS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0101.degrees latitude (g = 980.6199 gals.).
 PS0101
 PS0101.The modeled gravity was interpolated from observed gravity values.
 PS0101
 PS0101;                    North         East    Units  Estimated Accuracy
 PS0101;SPC SD N     -    60,950.      748,720.      MT  (+/- 180 meters Scaled)
 PS0101
 PS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ689129(NAD 83)
 PS0101
 PS0101                          SUPERSEDED SURVEY CONTROL
 PS0101
 PS0101  NGVD 29 (??/??/92)  394.848  (m)         1295.43   (f) ADJ UNCH    2 0
 PS0101
 PS0101.Superseded values are not recommended for survey control.
 PS0101
 PS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0101.See file dsdata.pdf to determine how the superseded data were derived.
 PS0101
 PS0101_MARKER: DB = BENCH MARK DISK
 PS0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0101_STAMPING: B 52 1934
 PS0101_MARK LOGO: CGS
 PS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0101+STABILITY: SURFACE MOTION
 PS0101
 PS0101  HISTORY     - Date     Condition        Report By
 PS0101  HISTORY     - 1934     MONUMENTED       CGS
 PS0101  HISTORY     - 19941017 MARK NOT FOUND   NGS
 PS0101
 PS0101                          STATION DESCRIPTION
 PS0101
 PS0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0101'4.5 MI E FROM HURON.
 PS0101'ABOUT 4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0101'FROM THE POST OFFICE AT HURON, BEADLE COUNTY, ABOUT 7 POLES EAST
 PS0101'OF MILEPOST 359, AT A ROAD CROSSING, ABOUT 114 FEET WEST OF THE
 PS0101'CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE
 PS0101'TRACK, AND ABOUT 6 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 PS0101'B 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0101
 PS0101                          STATION RECOVERY (1994)
 PS0101
 PS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0101'THE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0359 ***********************************************************************
 OQ0359  DESIGNATION -  B 53
 OQ0359  PID         -  OQ0359
 OQ0359  STATE/COUNTY-  SD/MCCOOK
 OQ0359  COUNTRY     -  US
 OQ0359  USGS QUAD   -  UNITYVILLE (2017)
 OQ0359
 OQ0359                         *CURRENT SURVEY CONTROL
 OQ0359  ______________________________________________________________________
 OQ0359* NAD 83(1986) POSITION- 43 45 22.     (N) 097 25 06.     (W)   SCALED
 OQ0359* NAVD 88 ORTHO HEIGHT -   455.830 (meters)     1495.50  (feet) ADJUSTED
 OQ0359  ______________________________________________________________________
 OQ0359  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 OQ0359  DYNAMIC HEIGHT  -        455.719 (meters)     1495.14  (feet) COMP
 OQ0359  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 OQ0359
 OQ0359  VERT ORDER      -  SECOND    CLASS 0
 OQ0359
 OQ0359.The horizontal coordinates were scaled from a map and have
 OQ0359.an estimated accuracy of +/- 6 seconds.
 OQ0359
 OQ0359.The orthometric height was determined by differential leveling and
 OQ0359.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0359.in June 1991.
 OQ0359
 OQ0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0359.GEOID18 height accuracy estimate available here.
 OQ0359
 OQ0359.Click photographs - Photos may exist for this station.
 OQ0359
 OQ0359.The dynamic height is computed by dividing the NAVD 88
 OQ0359.geopotential number by the normal gravity value computed on the
 OQ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0359.degrees latitude (g = 980.6199 gals.).
 OQ0359
 OQ0359.The modeled gravity was interpolated from observed gravity values.
 OQ0359
 OQ0359;                    North         East    Units  Estimated Accuracy
 OQ0359;SPC SD S     -   162,180.      834,690.      MT  (+/- 180 meters Scaled)
 OQ0359
 OQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP273460(NAD 83)
 OQ0359
 OQ0359                          SUPERSEDED SURVEY CONTROL
 OQ0359
 OQ0359  NGVD 29 (??/??/92)  455.540  (m)         1494.55   (f) ADJ UNCH    2 0
 OQ0359
 OQ0359.Superseded values are not recommended for survey control.
 OQ0359
 OQ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0359.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0359
 OQ0359_MARKER: DB = BENCH MARK DISK
 OQ0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0359_SP_SET: CULVERT HEADWALL
 OQ0359_STAMPING: B 53 1934
 OQ0359_MARK LOGO: CGS
 OQ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0359+STABILITY: SURFACE MOTION
 OQ0359
 OQ0359  HISTORY     - Date     Condition        Report By
 OQ0359  HISTORY     - 1934     MONUMENTED       CGS
 OQ0359
 OQ0359                          STATION DESCRIPTION
 OQ0359
 OQ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0359'2.9 MI NW FROM SALEM.
 OQ0359'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OQ0359'RAILWAY FROM THE HIGH SCHOOL AT SALEM, MC COOK COUNTY, ABOUT
 OQ0359'26 POLES SOUTHEAST OF MILEPOST 79, AT CONCRETE CULVERT 2763,
 OQ0359'IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEAD WALL,
 OQ0359'AND 2 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK, STAMPED
 OQ0359'B 53 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0190 ***********************************************************************
 PR0190  DESIGNATION -  B 55
 PR0190  PID         -  PR0190
 PR0190  STATE/COUNTY-  SD/BROOKINGS
 PR0190  COUNTRY     -  US
 PR0190  USGS QUAD   -  AURORA (2017)
 PR0190
 PR0190                         *CURRENT SURVEY CONTROL
 PR0190  ______________________________________________________________________
 PR0190* NAD 83(1986) POSITION- 44 19 45.     (N) 096 38 27.     (W)   SCALED
 PR0190* NAVD 88 ORTHO HEIGHT -   516.417 (meters)     1694.28  (feet) ADJUSTED
 PR0190  ______________________________________________________________________
 PR0190  GEOID HEIGHT    -        -25.486 (meters)                     GEOID18
 PR0190  DYNAMIC HEIGHT  -        516.322 (meters)     1693.97  (feet) COMP
 PR0190  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 PR0190
 PR0190  VERT ORDER      -  SECOND    CLASS 0
 PR0190
 PR0190.The horizontal coordinates were scaled from a map and have
 PR0190.an estimated accuracy of +/- 6 seconds.
 PR0190
 PR0190.The orthometric height was determined by differential leveling and
 PR0190.adjusted by the NATIONAL GEODETIC SURVEY
 PR0190.in June 1991.
 PR0190
 PR0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0190.GEOID18 height accuracy estimate available here.
 PR0190
 PR0190.Click photographs - Photos may exist for this station.
 PR0190
 PR0190.The dynamic height is computed by dividing the NAVD 88
 PR0190.geopotential number by the normal gravity value computed on the
 PR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0190.degrees latitude (g = 980.6199 gals.).
 PR0190
 PR0190.The modeled gravity was interpolated from observed gravity values.
 PR0190
 PR0190;                    North         East    Units  Estimated Accuracy
 PR0190;SPC SD N     -    60,660.      867,860.      MT  (+/- 180 meters Scaled)
 PR0190
 PR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ880111(NAD 83)
 PR0190
 PR0190                          SUPERSEDED SURVEY CONTROL
 PR0190
 PR0190  NGVD 29 (??/??/92)  516.176  (m)         1693.49   (f) ADJ UNCH    2 0
 PR0190
 PR0190.Superseded values are not recommended for survey control.
 PR0190
 PR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0190.See file dsdata.pdf to determine how the superseded data were derived.
 PR0190
 PR0190_MARKER: DB = BENCH MARK DISK
 PR0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0190_STAMPING: B 55 1934
 PR0190_MARK LOGO: CGS
 PR0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0190+STABILITY: SURFACE MOTION
 PR0190
 PR0190  HISTORY     - Date     Condition        Report By
 PR0190  HISTORY     - 1934     MONUMENTED       CGS
 PR0190  HISTORY     - 19940917 MARK NOT FOUND   NGS
 PR0190
 PR0190                          STATION DESCRIPTION
 PR0190
 PR0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0190'AT BUSHNELL.
 PR0190'AT BUSHNELL, BROOKINGS COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 PR0190'PACIFIC RAILWAY, ABOUT 80 FEET NORTH OF THE STATION, 40 FEET
 PR0190'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 FEET LOWER
 PR0190'THAN THE TRACK.  A STANDARD DISK, STAMPED B 55 1934 AND SET IN
 PR0190'THE TOP OF A CONCRETE POST.
 PR0190
 PR0190                          STATION RECOVERY (1994)
 PR0190
 PR0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0190'THE RAILROAD TRACKS AND STATION HAVE BEEN RAZED AND THE AREA GRADED.
 PR0190'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0309 ***********************************************************************
 PR0309  DESIGNATION -  B 56
 PR0309  PID         -  PR0309
 PR0309  STATE/COUNTY-  SD/DEUEL
 PR0309  COUNTRY     -  US
 PR0309  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0309
 PR0309                         *CURRENT SURVEY CONTROL
 PR0309  ______________________________________________________________________
 PR0309* NAD 83(1986) POSITION- 44 47 16.     (N) 096 40 46.     (W)   SCALED
 PR0309* NAVD 88 ORTHO HEIGHT -   550.975 (meters)     1807.66  (feet) ADJUSTED
 PR0309  ______________________________________________________________________
 PR0309  GEOID HEIGHT    -        -25.285 (meters)                     GEOID18
 PR0309  DYNAMIC HEIGHT  -        550.893 (meters)     1807.39  (feet) COMP
 PR0309  MODELED GRAVITY -    980,450.8   (mgal)                       NAVD 88
 PR0309
 PR0309  VERT ORDER      -  SECOND    CLASS 0
 PR0309
 PR0309.The horizontal coordinates were scaled from a map and have
 PR0309.an estimated accuracy of +/- 6 seconds.
 PR0309
 PR0309.The orthometric height was determined by differential leveling and
 PR0309.adjusted by the NATIONAL GEODETIC SURVEY
 PR0309.in June 1991.
 PR0309
 PR0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0309.GEOID18 height accuracy estimate available here.
 PR0309
 PR0309.Click photographs - Photos may exist for this station.
 PR0309
 PR0309.The dynamic height is computed by dividing the NAVD 88
 PR0309.geopotential number by the normal gravity value computed on the
 PR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0309.degrees latitude (g = 980.6199 gals.).
 PR0309
 PR0309.The modeled gravity was interpolated from observed gravity values.
 PR0309
 PR0309;                    North         East    Units  Estimated Accuracy
 PR0309;SPC SD N     -   111,450.      862,690.      MT  (+/- 180 meters Scaled)
 PR0309
 PR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ835619(NAD 83)
 PR0309
 PR0309                          SUPERSEDED SURVEY CONTROL
 PR0309
 PR0309  NGVD 29 (??/??/92)  550.720  (m)         1806.82   (f) ADJ UNCH    2 0
 PR0309
 PR0309.Superseded values are not recommended for survey control.
 PR0309
 PR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0309.See file dsdata.pdf to determine how the superseded data were derived.
 PR0309
 PR0309_MARKER: DB = BENCH MARK DISK
 PR0309_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0309_SP_SET: CULVERT WINGWALL
 PR0309_STAMPING: B 56 1934
 PR0309_MARK LOGO: CGS
 PR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0309+STABILITY: SURFACE MOTION
 PR0309
 PR0309  HISTORY     - Date     Condition        Report By
 PR0309  HISTORY     - 1934     MONUMENTED       CGS
 PR0309  HISTORY     - 1973     POOR             USGS
 PR0309
 PR0309                          STATION DESCRIPTION
 PR0309
 PR0309'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0309'2.1 MI N FROM CLEAR LAKE.
 PR0309'ABOUT 2.1 MILE NORTH ALONG U.S. HWY 77 FROM THE NORTH EDGE OF
 PR0309'CLEAR LAKE, T 115 N R 49 W, IN THE NW 1/4 OF SECTION 11, ABOUT
 PR0309'900 FEET EAST OF THE HWY, SET IN THE NE COR OF THE NORTH
 PR0309'WINGWALL OF AN CULVERT UNDER THE OLD HWY ROADBED.  NOTE-- THE
 PR0309'DISK HAS BEEN MUTILATED TO THE POINT THAT ONLY THE AGENCY CAN
 PR0309'BE DETERMINED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0639 ***********************************************************************
 PR0639  DESIGNATION -  B 57
 PR0639  PID         -  PR0639
 PR0639  STATE/COUNTY-  SD/CLARK
 PR0639  COUNTRY     -  US
 PR0639  USGS QUAD   -  GARDEN CITY (2017)
 PR0639
 PR0639                         *CURRENT SURVEY CONTROL
 PR0639  ______________________________________________________________________
 PR0639* NAD 83(1986) POSITION- 44 53 09.     (N) 097 34 23.     (W)   SCALED
 PR0639* NAVD 88 ORTHO HEIGHT -   560.008 (meters)     1837.29  (feet) ADJUSTED
 PR0639  ______________________________________________________________________
 PR0639  GEOID HEIGHT    -        -24.747 (meters)                     GEOID18
 PR0639  DYNAMIC HEIGHT  -        559.925 (meters)     1837.02  (feet) COMP
 PR0639  MODELED GRAVITY -    980,449.7   (mgal)                       NAVD 88
 PR0639
 PR0639  VERT ORDER      -  FIRST     CLASS II
 PR0639
 PR0639.The horizontal coordinates were scaled from a map and have
 PR0639.an estimated accuracy of +/- 6 seconds.
 PR0639
 PR0639.The orthometric height was determined by differential leveling and
 PR0639.adjusted by the NATIONAL GEODETIC SURVEY
 PR0639.in July 1998.
 PR0639
 PR0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0639.GEOID18 height accuracy estimate available here.
 PR0639
 PR0639.Click photographs - Photos may exist for this station.
 PR0639
 PR0639.The dynamic height is computed by dividing the NAVD 88
 PR0639.geopotential number by the normal gravity value computed on the
 PR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0639.degrees latitude (g = 980.6199 gals.).
 PR0639
 PR0639.The modeled gravity was interpolated from observed gravity values.
 PR0639
 PR0639;                    North         East    Units  Estimated Accuracy
 PR0639;SPC SD N     -   119,830.      791,700.      MT  (+/- 180 meters Scaled)
 PR0639
 PR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ126712(NAD 83)
 PR0639
 PR0639                          SUPERSEDED SURVEY CONTROL
 PR0639
 PR0639  NAVD 88 (06/15/91)  560.014  (m)         1837.31   (f) SUPERSEDED  1 2
 PR0639  NGVD 29 (??/??/92)  559.706  (m)         1836.30   (f) ADJ UNCH    1 2
 PR0639
 PR0639.Superseded values are not recommended for survey control.
 PR0639
 PR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0639.See file dsdata.pdf to determine how the superseded data were derived.
 PR0639
 PR0639_MARKER: DB = BENCH MARK DISK
 PR0639_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0639_SP_SET: STEP
 PR0639_STAMPING: B 57 1934
 PR0639_MARK LOGO: CGS
 PR0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0639+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0639
 PR0639  HISTORY     - Date     Condition        Report By
 PR0639  HISTORY     - 1934     MONUMENTED       CGS
 PR0639  HISTORY     - 19950913 GOOD             NGS
 PR0639  HISTORY     - 19961011 GOOD             CHANCE
 PR0639
 PR0639                          STATION DESCRIPTION
 PR0639
 PR0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0639'AT ELROD.
 PR0639'AT ELROD, CLARK COUNTY, AT THE CONSOLIDATED SCHOOL, AT THE SOUTH
 PR0639'SIDE OF THE EAST MAIN ENTRANCE, IN THE TOP OF A CONCRETE STEP,
 PR0639'AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 PR0639'STAMPED B 57 1934.
 PR0639
 PR0639                          STATION RECOVERY (1995)
 PR0639
 PR0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0639'8.3 KM (5.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0639'MAIN STREET IN HENRY, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG COUNTY
 PR0639'ROAD 5, IN THE SOUTH END OF THE TOP CONCRETE STEP OF THE EAST ENTRANCE
 PR0639'TO THE ELROD SCHOOL (VACANT), 33.3 M (109.3 FT) WEST OF THE ROAD
 PR0639'CENTER, 8.2 M (26.9 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 PR0639'1.3 M (4.3 FT) SOUTH OF THE CENTER OF THE ENTRANCE, AND 0.5 M (1.6 FT)
 PR0639'ABOVE THE LEVEL OF THE ROAD.
 PR0639
 PR0639                          STATION RECOVERY (1996)
 PR0639
 PR0639'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0639'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0602 ***********************************************************************
 PR0602  DESIGNATION -  B 58
 PR0602  PID         -  PR0602
 PR0602  STATE/COUNTY-  SD/CLARK
 PR0602  COUNTRY     -  US
 PR0602  USGS QUAD   -  GARDEN CITY (2017)
 PR0602
 PR0602                         *CURRENT SURVEY CONTROL
 PR0602  ______________________________________________________________________
 PR0602* NAD 83(1986) POSITION- 44 53 00.     (N) 097 34 40.     (W)   SCALED
 PR0602* NAVD 88 ORTHO HEIGHT -   551.722 (meters)     1810.11  (feet) ADJUSTED
 PR0602  ______________________________________________________________________
 PR0602  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 PR0602  DYNAMIC HEIGHT  -        551.639 (meters)     1809.84  (feet) COMP
 PR0602  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 PR0602
 PR0602  VERT ORDER      -  FIRST     CLASS II
 PR0602
 PR0602.The horizontal coordinates were scaled from a map and have
 PR0602.an estimated accuracy of +/- 6 seconds.
 PR0602
 PR0602.The orthometric height was determined by differential leveling and
 PR0602.adjusted by the NATIONAL GEODETIC SURVEY
 PR0602.in June 1991.
 PR0602
 PR0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0602.GEOID18 height accuracy estimate available here.
 PR0602
 PR0602.Click photographs - Photos may exist for this station.
 PR0602
 PR0602.The dynamic height is computed by dividing the NAVD 88
 PR0602.geopotential number by the normal gravity value computed on the
 PR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0602.degrees latitude (g = 980.6199 gals.).
 PR0602
 PR0602.The modeled gravity was interpolated from observed gravity values.
 PR0602
 PR0602;                    North         East    Units  Estimated Accuracy
 PR0602;SPC SD N     -   119,540.      791,330.      MT  (+/- 180 meters Scaled)
 PR0602
 PR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ123709(NAD 83)
 PR0602
 PR0602                          SUPERSEDED SURVEY CONTROL
 PR0602
 PR0602  NGVD 29 (??/??/92)  551.414  (m)         1809.10   (f) ADJ UNCH    1 2
 PR0602
 PR0602.Superseded values are not recommended for survey control.
 PR0602
 PR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0602.See file dsdata.pdf to determine how the superseded data were derived.
 PR0602
 PR0602_MARKER: DB = BENCH MARK DISK
 PR0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0602_STAMPING: B 58 1934
 PR0602_MARK LOGO: CGS
 PR0602_PROJECTION: FLUSH
 PR0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0602+STABILITY: SURFACE MOTION
 PR0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0602+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0602
 PR0602  HISTORY     - Date     Condition        Report By
 PR0602  HISTORY     - 1934     MONUMENTED       CGS
 PR0602  HISTORY     - 1973     GOOD             USGS
 PR0602  HISTORY     - 19950913 GOOD             NGS
 PR0602  HISTORY     - 19961011 GOOD             CHANCE
 PR0602
 PR0602                          STATION DESCRIPTION
 PR0602
 PR0602'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0602'AT ELROD.
 PR0602'AT ELROD, IN SECTION 5, T-116 N, R-56W, NEAR THE CROSSING OF A
 PR0602'PAVED ROAD AND THE RAILROAD TRACKS, ABOUT 1460 FT. WEST OF, NEAR
 PR0602'THE NW END OF A RAILROAD SIDING, 171 FT. NW OF, 39 FT. NE FROM
 PR0602'THE CENTERLINE OF THE TRACK, 63 FT. SOUTH OF AN ANGLE T-FENCE,
 PR0602'2.5 FT. SOUTH OF A WITNESS SIGN.
 PR0602
 PR0602                          STATION RECOVERY (1995)
 PR0602
 PR0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0602'8.3 KM (5.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0602'MAIN STREET IN HENRY, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG COUNTY
 PR0602'ROAD 5, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG AN ABANDONED
 PR0602'RAILROAD BED, 93.2 M (305.8 FT) WEST OF A FENCE CORNER, 7.9 M (25.9
 PR0602'FT) NORTHEAST OF THE CENTER OF THE RAILROAD BED, 1.0 M (3.3 FT) SOUTH
 PR0602'OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE RAILROAD BED,
 PR0602'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR0602
 PR0602                          STATION RECOVERY (1996)
 PR0602
 PR0602'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0602'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0022 ***********************************************************************
 PS0022  DESIGNATION -  B 59
 PS0022  PID         -  PS0022
 PS0022  STATE/COUNTY-  SD/SPINK
 PS0022  COUNTRY     -  US
 PS0022  USGS QUAD   -  GLENDALE COLONY (2017)
 PS0022
 PS0022                         *CURRENT SURVEY CONTROL
 PS0022  ______________________________________________________________________
 PS0022* NAD 83(1986) POSITION- 44 52 23.     (N) 098 19 35.     (W)   SCALED
 PS0022* NAVD 88 ORTHO HEIGHT -   385.175 (meters)     1263.70  (feet) ADJUSTED
 PS0022  ______________________________________________________________________
 PS0022  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 PS0022  DYNAMIC HEIGHT  -        385.134 (meters)     1263.56  (feet) COMP
 PS0022  MODELED GRAVITY -    980,500.5   (mgal)                       NAVD 88
 PS0022
 PS0022  VERT ORDER      -  SECOND    CLASS 0
 PS0022
 PS0022.The horizontal coordinates were scaled from a map and have
 PS0022.an estimated accuracy of +/- 6 seconds.
 PS0022
 PS0022.The orthometric height was determined by differential leveling and
 PS0022.adjusted by the NATIONAL GEODETIC SURVEY
 PS0022.in June 1991.
 PS0022
 PS0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0022.GEOID18 height accuracy estimate available here.
 PS0022
 PS0022.Click photographs - Photos may exist for this station.
 PS0022
 PS0022.The dynamic height is computed by dividing the NAVD 88
 PS0022.geopotential number by the normal gravity value computed on the
 PS0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0022.degrees latitude (g = 980.6199 gals.).
 PS0022
 PS0022.The modeled gravity was interpolated from observed gravity values.
 PS0022
 PS0022;                    North         East    Units  Estimated Accuracy
 PS0022;SPC SD N     -   116,900.      732,230.      MT  (+/- 180 meters Scaled)
 PS0022
 PS0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ532690(NAD 83)
 PS0022
 PS0022                          SUPERSEDED SURVEY CONTROL
 PS0022
 PS0022  NGVD 29 (??/??/92)  384.894  (m)         1262.77   (f) ADJ UNCH    2 0
 PS0022
 PS0022.Superseded values are not recommended for survey control.
 PS0022
 PS0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0022.See file dsdata.pdf to determine how the superseded data were derived.
 PS0022
 PS0022_MARKER: DB = BENCH MARK DISK
 PS0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0022_STAMPING: B 59 1934
 PS0022_MARK LOGO: CGS
 PS0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0022+STABILITY: SURFACE MOTION
 PS0022
 PS0022  HISTORY     - Date     Condition        Report By
 PS0022  HISTORY     - 1934     MONUMENTED       CGS
 PS0022  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0022
 PS0022                          STATION DESCRIPTION
 PS0022
 PS0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0022'1.4 MI W FROM FRANKFORT.
 PS0022'ABOUT 1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0022'FROM FRANKFORT, SPINK COUNTY, ABOUT 16 POLES EAST OF MILEPOST
 PS0022'381, 40 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 PS0022'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 59
 PS0022'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0022
 PS0022                          STATION RECOVERY (1995)
 PS0022
 PS0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0022'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0343 ***********************************************************************
 OQ0343  DESIGNATION -  B 6
 OQ0343  PID         -  OQ0343
 OQ0343  STATE/COUNTY-  SD/MCCOOK
 OQ0343  COUNTRY     -  US
 OQ0343  USGS QUAD   -  MONTROSE (2017)
 OQ0343
 OQ0343                         *CURRENT SURVEY CONTROL
 OQ0343  ______________________________________________________________________
 OQ0343* NAD 83(1986) POSITION- 43 42 05.     (N) 097 11 02.     (W)   SCALED
 OQ0343* NAVD 88 ORTHO HEIGHT -   450.547 (meters)     1478.17  (feet) ADJUSTED
 OQ0343  ______________________________________________________________________
 OQ0343  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 OQ0343  DYNAMIC HEIGHT  -        450.432 (meters)     1477.79  (feet) COMP
 OQ0343  MODELED GRAVITY -    980,348.8   (mgal)                       NAVD 88
 OQ0343
 OQ0343  VERT ORDER      -  FIRST     CLASS II
 OQ0343
 OQ0343.The horizontal coordinates were scaled from a map and have
 OQ0343.an estimated accuracy of +/- 6 seconds.
 OQ0343
 OQ0343.The orthometric height was determined by differential leveling and
 OQ0343.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0343.in June 1991.
 OQ0343
 OQ0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0343.GEOID18 height accuracy estimate available here.
 OQ0343
 OQ0343.Click photographs - Photos may exist for this station.
 OQ0343
 OQ0343.The dynamic height is computed by dividing the NAVD 88
 OQ0343.geopotential number by the normal gravity value computed on the
 OQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0343.degrees latitude (g = 980.6199 gals.).
 OQ0343
 OQ0343.The modeled gravity was interpolated from observed gravity values.
 OQ0343
 OQ0343;                    North         East    Units  Estimated Accuracy
 OQ0343;SPC SD S     -   156,790.      853,780.      MT  (+/- 180 meters Scaled)
 OQ0343
 OQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP463403(NAD 83)
 OQ0343
 OQ0343                          SUPERSEDED SURVEY CONTROL
 OQ0343
 OQ0343  NGVD 29 (??/??/92)  450.256  (m)         1477.21   (f) ADJ UNCH    1 2
 OQ0343
 OQ0343.Superseded values are not recommended for survey control.
 OQ0343
 OQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0343.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0343
 OQ0343_MARKER: DB = BENCH MARK DISK
 OQ0343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OQ0343_SP_SET: STEP
 OQ0343_STAMPING: 1477.215 B 6 1925
 OQ0343_MARK LOGO: CGS
 OQ0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0343+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 OQ0343
 OQ0343  HISTORY     - Date     Condition        Report By
 OQ0343  HISTORY     - 1925     MONUMENTED       CGS
 OQ0343  HISTORY     - 1941     GOOD             CGS
 OQ0343  HISTORY     - 20120514 GOOD             INDIV
 OQ0343
 OQ0343                          STATION DESCRIPTION
 OQ0343
 OQ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0343'AT MONTROSE.
 OQ0343'AT MONTROSE, MC COOK COUNTY, ONE BLOCK SOUTHWEST OF THE CHICAGO,
 OQ0343'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, AT THE NORTHWEST
 OQ0343'ENTRANCE TO THE MONTROSE BANK, IN THE TOP OF THE NORTHEAST END OF
 OQ0343'THE BOTTOM CONCRETE STEP, NEAR THE UPPER END OF A CONCRETE
 OQ0343'STAIRWAY LEADING TO THE BASEMENT, AND 5 INCHES ABOVE THE SIDEWALK.
 OQ0343'A STANDARD DISK, STAMPED 1477.215 B 6 1925.  NOTE-- THE CHICAGO,
 OQ0343'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0343
 OQ0343                          STATION RECOVERY (1941)
 OQ0343
 OQ0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OQ0343'RECOVERED IN GOOD CONDITION.
 OQ0343
 OQ0343                          STATION RECOVERY (2012)
 OQ0343
 OQ0343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0043 ***********************************************************************
 OT0043  DESIGNATION -  B 6 O
 OT0043  PID         -  OT0043
 OT0043  STATE/COUNTY-  SD/PENNINGTON
 OT0043  COUNTRY     -  US
 OT0043  USGS QUAD   -  WALL (2017)
 OT0043
 OT0043                         *CURRENT SURVEY CONTROL
 OT0043  ______________________________________________________________________
 OT0043* NAD 83(1986) POSITION- 43 55 54.     (N) 102 13 42.     (W)   SCALED
 OT0043* NAVD 88 ORTHO HEIGHT -   913.008 (meters)     2995.43  (feet) ADJUSTED
 OT0043  ______________________________________________________________________
 OT0043  GEOID HEIGHT    -        -19.043 (meters)                     GEOID18
 OT0043  DYNAMIC HEIGHT  -        912.722 (meters)     2994.49  (feet) COMP
 OT0043  MODELED GRAVITY -    980,273.9   (mgal)                       NAVD 88
 OT0043
 OT0043  VERT ORDER      -  SECOND    CLASS 0
 OT0043
 OT0043.The horizontal coordinates were scaled from a map and have
 OT0043.an estimated accuracy of +/- 6 seconds.
 OT0043
 OT0043.The orthometric height was determined by differential leveling and
 OT0043.adjusted by the NATIONAL GEODETIC SURVEY
 OT0043.in June 1991.
 OT0043
 OT0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0043.GEOID18 height accuracy estimate available here.
 OT0043
 OT0043.Click photographs - Photos may exist for this station.
 OT0043
 OT0043.The dynamic height is computed by dividing the NAVD 88
 OT0043.geopotential number by the normal gravity value computed on the
 OT0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0043.degrees latitude (g = 980.6199 gals.).
 OT0043
 OT0043.The modeled gravity was interpolated from observed gravity values.
 OT0043
 OT0043;                    North         East    Units  Estimated Accuracy
 OT0043;SPC SD S     -   179,300.      447,860.      MT  (+/- 180 meters Scaled)
 OT0043
 OT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ224680(NAD 83)
 OT0043
 OT0043                          SUPERSEDED SURVEY CONTROL
 OT0043
 OT0043  NGVD 29 (??/??/92)  912.55   (m)         2993.9    (f) COMPUTED    2 0
 OT0043
 OT0043.Superseded values are not recommended for survey control.
 OT0043
 OT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0043.See file dsdata.pdf to determine how the superseded data were derived.
 OT0043
 OT0043_MARKER: DS = TRIANGULATION STATION DISK
 OT0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0043_STAMPING: B 6 O 1961
 OT0043_MARK LOGO: CGS
 OT0043_PROJECTION: FLUSH
 OT0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0043+STABILITY: SURFACE MOTION
 OT0043
 OT0043  HISTORY     - Date     Condition        Report By
 OT0043  HISTORY     - 1961     MONUMENTED       CGS
 OT0043  HISTORY     - 1962     GOOD             CGS
 OT0043
 OT0043                          STATION DESCRIPTION
 OT0043
 OT0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0043'4.8 MI SE FROM WALL.
 OT0043'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0043'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0043'THENCE 3.65 MILES SOUTH ALONG U.S. HIGHWAY 16A TO BENCH MARK
 OT0043'A 366, THENCE 0.7 MILE SOUTHEAST ALONG A DIM TRAIL ROAD TO THE
 OT0043'CREST OF A SMALL HILL, 0.4 MILE NORTHEAST OF A SMALL POND
 OT0043'AND A SMALL GROVE OF TREES, ABOUT 0.25 MILE NORTH OF AN
 OT0043'EAST-WEST ROW OF POWER POLES, 56.4 FEET SOUTHEAST OF B 6 O NO 2,
 OT0043'61.8 FEET NORTH-NORTHWEST OF B 6 O NO 1, AND SET IN THE TOP OF
 OT0043'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0042 ***********************************************************************
 OT0042  DESIGNATION -  B 6 O RM 1
 OT0042  PID         -  OT0042
 OT0042  STATE/COUNTY-  SD/PENNINGTON
 OT0042  COUNTRY     -  US
 OT0042  USGS QUAD   -  WALL (2017)
 OT0042
 OT0042                         *CURRENT SURVEY CONTROL
 OT0042  ______________________________________________________________________
 OT0042* NAD 83(1986) POSITION- 43 55 55.     (N) 102 13 43.     (W)   SCALED
 OT0042* NAVD 88 ORTHO HEIGHT -   911.822 (meters)     2991.54  (feet) ADJUSTED
 OT0042  ______________________________________________________________________
 OT0042  GEOID HEIGHT    -        -19.042 (meters)                     GEOID18
 OT0042  DYNAMIC HEIGHT  -        911.537 (meters)     2990.60  (feet) COMP
 OT0042  MODELED GRAVITY -    980,274.0   (mgal)                       NAVD 88
 OT0042
 OT0042  VERT ORDER      -  SECOND    CLASS 0
 OT0042
 OT0042.The horizontal coordinates were scaled from a map and have
 OT0042.an estimated accuracy of +/- 6 seconds.
 OT0042
 OT0042.The orthometric height was determined by differential leveling and
 OT0042.adjusted by the NATIONAL GEODETIC SURVEY
 OT0042.in June 1991.
 OT0042
 OT0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0042.GEOID18 height accuracy estimate available here.
 OT0042
 OT0042.Click photographs - Photos may exist for this station.
 OT0042
 OT0042.The dynamic height is computed by dividing the NAVD 88
 OT0042.geopotential number by the normal gravity value computed on the
 OT0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0042.degrees latitude (g = 980.6199 gals.).
 OT0042
 OT0042.The modeled gravity was interpolated from observed gravity values.
 OT0042
 OT0042;                    North         East    Units  Estimated Accuracy
 OT0042;SPC SD S     -   179,330.      447,840.      MT  (+/- 180 meters Scaled)
 OT0042
 OT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ224680(NAD 83)
 OT0042
 OT0042                          SUPERSEDED SURVEY CONTROL
 OT0042
 OT0042  NGVD 29 (??/??/92)  911.36   (m)         2990.0    (f) COMPUTED    2 0
 OT0042
 OT0042.Superseded values are not recommended for survey control.
 OT0042
 OT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0042.See file dsdata.pdf to determine how the superseded data were derived.
 OT0042
 OT0042_MARKER: DR = REFERENCE MARK DISK
 OT0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0042_STAMPING: B 6 O NO 1 1961
 OT0042_MARK LOGO: CGS
 OT0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0042+STABILITY: SURFACE MOTION
 OT0042
 OT0042  HISTORY     - Date     Condition        Report By
 OT0042  HISTORY     - 1961     MONUMENTED       CGS
 OT0042  HISTORY     - 1962     GOOD             CGS
 OT0042
 OT0042                          STATION DESCRIPTION
 OT0042
 OT0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0042'4.8 MI SE FROM WALL.
 OT0042'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0042'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0042'3.65 MILES SOUTH ALONG U.S. HIGHWAY 16A TO BENCH MARK A 366,
 OT0042'THENCE 0.7 MILE SOUTHEAST ALONG A DIM TRAIL ROAD TO THE CREST
 OT0042'OF A SMALL HILL, 0.4 MILE NORTHEAST OF A SMALL POND AND A SMALL
 OT0042'GROVE OF TREES, ABOUT 0.25 MILE NORTH OF AN EAST-WEST ROW OF
 OT0042'POWER POLES, 61.8 FEET SOUTH-SOUTHEAST OF B 6 O 1961, AND
 OT0042'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES, ABOUT
 OT0042'5 FEET BELOW THE LEVEL OF B 6 O 1961.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0044 ***********************************************************************
 OT0044  DESIGNATION -  B 6 O RM 2
 OT0044  PID         -  OT0044
 OT0044  STATE/COUNTY-  SD/PENNINGTON
 OT0044  COUNTRY     -  US
 OT0044  USGS QUAD   -  WALL (2017)
 OT0044
 OT0044                         *CURRENT SURVEY CONTROL
 OT0044  ______________________________________________________________________
 OT0044* NAD 83(1986) POSITION- 43 55 55.     (N) 102 13 45.     (W)   SCALED
 OT0044* NAVD 88 ORTHO HEIGHT -   912.659 (meters)     2994.28  (feet) ADJUSTED
 OT0044  ______________________________________________________________________
 OT0044  GEOID HEIGHT    -        -19.040 (meters)                     GEOID18
 OT0044  DYNAMIC HEIGHT  -        912.373 (meters)     2993.34  (feet) COMP
 OT0044  MODELED GRAVITY -    980,273.9   (mgal)                       NAVD 88
 OT0044
 OT0044  VERT ORDER      -  SECOND    CLASS 0
 OT0044
 OT0044.The horizontal coordinates were scaled from a map and have
 OT0044.an estimated accuracy of +/- 6 seconds.
 OT0044
 OT0044.The orthometric height was determined by differential leveling and
 OT0044.adjusted by the NATIONAL GEODETIC SURVEY
 OT0044.in June 1991.
 OT0044
 OT0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0044.GEOID18 height accuracy estimate available here.
 OT0044
 OT0044.Click photographs - Photos may exist for this station.
 OT0044
 OT0044.The dynamic height is computed by dividing the NAVD 88
 OT0044.geopotential number by the normal gravity value computed on the
 OT0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0044.degrees latitude (g = 980.6199 gals.).
 OT0044
 OT0044.The modeled gravity was interpolated from observed gravity values.
 OT0044
 OT0044;                    North         East    Units  Estimated Accuracy
 OT0044;SPC SD S     -   179,330.      447,790.      MT  (+/- 180 meters Scaled)
 OT0044
 OT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ224680(NAD 83)
 OT0044
 OT0044                          SUPERSEDED SURVEY CONTROL
 OT0044
 OT0044  NGVD 29 (??/??/92)  912.20   (m)         2992.8    (f) COMPUTED    2 0
 OT0044
 OT0044.Superseded values are not recommended for survey control.
 OT0044
 OT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0044.See file dsdata.pdf to determine how the superseded data were derived.
 OT0044
 OT0044_MARKER: DR = REFERENCE MARK DISK
 OT0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0044_STAMPING: B 6 O NO 2 1961
 OT0044_MARK LOGO: CGS
 OT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0044+STABILITY: SURFACE MOTION
 OT0044
 OT0044  HISTORY     - Date     Condition        Report By
 OT0044  HISTORY     - 1961     MONUMENTED       CGS
 OT0044  HISTORY     - 1962     GOOD             CGS
 OT0044
 OT0044                          STATION DESCRIPTION
 OT0044
 OT0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0044'4.8 MI SE FROM WALL.
 OT0044'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0044'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0044'THENCE 3.65 MILES SOUTH ALONG U.S. HIGHWAY 16A TO BENCH MARK
 OT0044'A 366, THENCE 0.7 MILE SOUTHEAST ALONG A DIM TRAIL ROAD TO THE
 OT0044'CREST OF A SMALL HILL, 0.4 MILE NORTHEAST OF A SMALL POND AND
 OT0044'A SMALL GROVE OF TREES, 56.4 FEET NORTHWEST OF B 6 O 1961, AND
 OT0044'SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0041 ***********************************************************************
 OT0041  DESIGNATION -  B 6 P
 OT0041  PID         -  OT0041
 OT0041  STATE/COUNTY-  SD/PENNINGTON
 OT0041  COUNTRY     -  US
 OT0041  USGS QUAD   -  WALL (2017)
 OT0041
 OT0041                         *CURRENT SURVEY CONTROL
 OT0041  ______________________________________________________________________
 OT0041* NAD 83(1986) POSITION- 43 55 42.     (N) 102 14 21.     (W)   SCALED
 OT0041* NAVD 88 ORTHO HEIGHT -   898.724 (meters)     2948.56  (feet) ADJUSTED
 OT0041  ______________________________________________________________________
 OT0041  GEOID HEIGHT    -        -19.007 (meters)                     GEOID18
 OT0041  DYNAMIC HEIGHT  -        898.440 (meters)     2947.63  (feet) COMP
 OT0041  MODELED GRAVITY -    980,271.9   (mgal)                       NAVD 88
 OT0041
 OT0041  VERT ORDER      -  SECOND    CLASS 0
 OT0041
 OT0041.The horizontal coordinates were scaled from a map and have
 OT0041.an estimated accuracy of +/- 6 seconds.
 OT0041
 OT0041.The orthometric height was determined by differential leveling and
 OT0041.adjusted by the NATIONAL GEODETIC SURVEY
 OT0041.in June 1991.
 OT0041
 OT0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0041.GEOID18 height accuracy estimate available here.
 OT0041
 OT0041.Click photographs - Photos may exist for this station.
 OT0041
 OT0041.The dynamic height is computed by dividing the NAVD 88
 OT0041.geopotential number by the normal gravity value computed on the
 OT0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0041.degrees latitude (g = 980.6199 gals.).
 OT0041
 OT0041.The modeled gravity was interpolated from observed gravity values.
 OT0041
 OT0041;                    North         East    Units  Estimated Accuracy
 OT0041;SPC SD S     -   178,950.      446,980.      MT  (+/- 180 meters Scaled)
 OT0041
 OT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ216676(NAD 83)
 OT0041
 OT0041                          SUPERSEDED SURVEY CONTROL
 OT0041
 OT0041  NGVD 29 (??/??/92)  898.26   (m)         2947.0    (f) COMPUTED    2 0
 OT0041
 OT0041.Superseded values are not recommended for survey control.
 OT0041
 OT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0041.See file dsdata.pdf to determine how the superseded data were derived.
 OT0041
 OT0041_MARKER: DS = TRIANGULATION STATION DISK
 OT0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0041_STAMPING: B 6 P 1961
 OT0041_MARK LOGO: CGS
 OT0041_PROJECTION: FLUSH
 OT0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0041+STABILITY: SURFACE MOTION
 OT0041
 OT0041  HISTORY     - Date     Condition        Report By
 OT0041  HISTORY     - 1961     MONUMENTED       CGS
 OT0041  HISTORY     - 1962     GOOD             CGS
 OT0041
 OT0041                          STATION DESCRIPTION
 OT0041
 OT0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0041'4.6 MI S FROM WALL.
 OT0041'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0041'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0041'THENCE 4.25 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION
 OT0041'30, T 1 S, R 16 E, 0.15 MILE NORTH OF A PRIVATE ROAD LEADING
 OT0041'WEST, ON THE CREST OF A SMALL HILL, 86 FEET WEST OF THE CENTER
 OT0041'LINE OF THE HIGHWAY, ABOUT 20 FEET ABOVE THE HIGHWAY, 58.7
 OT0041'FEET NORTH OF B 6 P R.M. 1, 58.5 FEET EAST OF B 6 P R.M. 2, 34
 OT0041'FEET WEST OF A FENCE, 6.0 FEET WEST OF A METAL WITNESS POST,
 OT0041'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0041'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0049 ***********************************************************************
 OT0049  DESIGNATION -  B 6 P AZ MK
 OT0049  PID         -  OT0049
 OT0049  STATE/COUNTY-  SD/PENNINGTON
 OT0049  COUNTRY     -  US
 OT0049  USGS QUAD   -  WALL (2017)
 OT0049
 OT0049                         *CURRENT SURVEY CONTROL
 OT0049  ______________________________________________________________________
 OT0049* NAD 83(1986) POSITION- 43 55 19.     (N) 102 14 20.     (W)   SCALED
 OT0049* NAVD 88 ORTHO HEIGHT -   890.113 (meters)     2920.31  (feet) ADJUSTED
 OT0049  ______________________________________________________________________
 OT0049  GEOID HEIGHT    -        -19.009 (meters)                     GEOID18
 OT0049  DYNAMIC HEIGHT  -        889.830 (meters)     2919.38  (feet) COMP
 OT0049  MODELED GRAVITY -    980,269.9   (mgal)                       NAVD 88
 OT0049
 OT0049  VERT ORDER      -  SECOND    CLASS 0
 OT0049
 OT0049.The horizontal coordinates were scaled from a map and have
 OT0049.an estimated accuracy of +/- 6 seconds.
 OT0049
 OT0049.The orthometric height was determined by differential leveling and
 OT0049.adjusted by the NATIONAL GEODETIC SURVEY
 OT0049.in June 1991.
 OT0049
 OT0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0049.GEOID18 height accuracy estimate available here.
 OT0049
 OT0049.Click photographs - Photos may exist for this station.
 OT0049
 OT0049.The dynamic height is computed by dividing the NAVD 88
 OT0049.geopotential number by the normal gravity value computed on the
 OT0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0049.degrees latitude (g = 980.6199 gals.).
 OT0049
 OT0049.The modeled gravity was interpolated from observed gravity values.
 OT0049
 OT0049;                    North         East    Units  Estimated Accuracy
 OT0049;SPC SD S     -   178,240.      446,990.      MT  (+/- 180 meters Scaled)
 OT0049
 OT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ216669(NAD 83)
 OT0049
 OT0049                          SUPERSEDED SURVEY CONTROL
 OT0049
 OT0049  NGVD 29 (??/??/92)  889.65   (m)         2918.8    (f) COMPUTED    2 0
 OT0049
 OT0049.Superseded values are not recommended for survey control.
 OT0049
 OT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0049.See file dsdata.pdf to determine how the superseded data were derived.
 OT0049
 OT0049_MARKER: DZ = AZIMUTH MARK DISK
 OT0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0049_STAMPING: B 6 P 1961
 OT0049_MARK LOGO: CGS
 OT0049_PROJECTION: FLUSH
 OT0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0049+STABILITY: SURFACE MOTION
 OT0049
 OT0049  HISTORY     - Date     Condition        Report By
 OT0049  HISTORY     - 1961     MONUMENTED       CGS
 OT0049  HISTORY     - 1962     GOOD             CGS
 OT0049
 OT0049                          STATION DESCRIPTION
 OT0049
 OT0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0049'5.1 MI S FROM WALL.
 OT0049'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0049'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0049'THENCE 4.7 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION 30,
 OT0049'T 1 S, R 16 E, 140 FEET WEST-SOUTHWEST OF AND ACROSS THE
 OT0049'HIGHWAY FROM BENCH MARK K 130 1934, 87 FEET WEST OF THE CENTER
 OT0049'LINE OF THE HIGHWAY, 27 FEET WEST OF A FENCE CORNER POST, 2 1/2
 OT0049'FEET ABOVE THE LEVEL OF THE HIGHWAY, 4.0 FEET WEST OF A METAL
 OT0049'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 OT0049'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0046 ***********************************************************************
 OT0046  DESIGNATION -  B 6 P RM 1
 OT0046  PID         -  OT0046
 OT0046  STATE/COUNTY-  SD/PENNINGTON
 OT0046  COUNTRY     -  US
 OT0046  USGS QUAD   -  WALL (2017)
 OT0046
 OT0046                         *CURRENT SURVEY CONTROL
 OT0046  ______________________________________________________________________
 OT0046* NAD 83(1986) POSITION- 43 55 40.     (N) 102 14 22.     (W)   SCALED
 OT0046* NAVD 88 ORTHO HEIGHT -   898.343 (meters)     2947.31  (feet) ADJUSTED
 OT0046  ______________________________________________________________________
 OT0046  GEOID HEIGHT    -        -19.006 (meters)                     GEOID18
 OT0046  DYNAMIC HEIGHT  -        898.059 (meters)     2946.38  (feet) COMP
 OT0046  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 OT0046
 OT0046  VERT ORDER      -  SECOND    CLASS 0
 OT0046
 OT0046.The horizontal coordinates were scaled from a map and have
 OT0046.an estimated accuracy of +/- 6 seconds.
 OT0046
 OT0046.The orthometric height was determined by differential leveling and
 OT0046.adjusted by the NATIONAL GEODETIC SURVEY
 OT0046.in June 1991.
 OT0046
 OT0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0046.GEOID18 height accuracy estimate available here.
 OT0046
 OT0046.Click photographs - Photos may exist for this station.
 OT0046
 OT0046.The dynamic height is computed by dividing the NAVD 88
 OT0046.geopotential number by the normal gravity value computed on the
 OT0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0046.degrees latitude (g = 980.6199 gals.).
 OT0046
 OT0046.The modeled gravity was interpolated from observed gravity values.
 OT0046
 OT0046;                    North         East    Units  Estimated Accuracy
 OT0046;SPC SD S     -   178,890.      446,960.      MT  (+/- 180 meters Scaled)
 OT0046
 OT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ215675(NAD 83)
 OT0046
 OT0046                          SUPERSEDED SURVEY CONTROL
 OT0046
 OT0046  NGVD 29 (??/??/92)  897.88   (m)         2945.8    (f) COMPUTED    2 0
 OT0046
 OT0046.Superseded values are not recommended for survey control.
 OT0046
 OT0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0046.See file dsdata.pdf to determine how the superseded data were derived.
 OT0046
 OT0046_MARKER: DR = REFERENCE MARK DISK
 OT0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0046_STAMPING: B 6 P NO 1 1961
 OT0046_MARK LOGO: CGS
 OT0046_PROJECTION: FLUSH
 OT0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0046+STABILITY: SURFACE MOTION
 OT0046
 OT0046  HISTORY     - Date     Condition        Report By
 OT0046  HISTORY     - 1961     MONUMENTED       CGS
 OT0046  HISTORY     - 1962     GOOD             CGS
 OT0046
 OT0046                          STATION DESCRIPTION
 OT0046
 OT0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0046'4.6 MI S FROM WALL.
 OT0046'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0046'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0046'THENCE 4.25 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION
 OT0046'30, T 1 S, R 16 E, 0.15 MILE NORTH OF A PRIVATE ROAD LEADING
 OT0046'WEST, ON THE CREST OF A SMALL HILL, 82 1/2 FEET WEST OF THE
 OT0046'CENTER LINE OF THE HIGHWAY, ABOUT 20 FEET ABOVE THE LEVEL OF THE
 OT0046'HIGHWAY, 58.7 FEET SOUTH OF B 6 P 1961, 30 1/2 FEET WEST OF A
 OT0046'FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OT0046'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0045 ***********************************************************************
 OT0045  DESIGNATION -  B 6 P RM 2
 OT0045  PID         -  OT0045
 OT0045  STATE/COUNTY-  SD/PENNINGTON
 OT0045  COUNTRY     -  US
 OT0045  USGS QUAD   -  WALL (2017)
 OT0045
 OT0045                         *CURRENT SURVEY CONTROL
 OT0045  ______________________________________________________________________
 OT0045* NAD 83(1986) POSITION- 43 55 41.     (N) 102 14 22.     (W)   SCALED
 OT0045* NAVD 88 ORTHO HEIGHT -   896.601 (meters)     2941.60  (feet) ADJUSTED
 OT0045  ______________________________________________________________________
 OT0045  GEOID HEIGHT    -        -19.006 (meters)                     GEOID18
 OT0045  DYNAMIC HEIGHT  -        896.318 (meters)     2940.67  (feet) COMP
 OT0045  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 OT0045
 OT0045  VERT ORDER      -  SECOND    CLASS 0
 OT0045
 OT0045.The horizontal coordinates were scaled from a map and have
 OT0045.an estimated accuracy of +/- 6 seconds.
 OT0045
 OT0045.The orthometric height was determined by differential leveling and
 OT0045.adjusted by the NATIONAL GEODETIC SURVEY
 OT0045.in June 1991.
 OT0045
 OT0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0045.GEOID18 height accuracy estimate available here.
 OT0045
 OT0045.Click photographs - Photos may exist for this station.
 OT0045
 OT0045.The dynamic height is computed by dividing the NAVD 88
 OT0045.geopotential number by the normal gravity value computed on the
 OT0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0045.degrees latitude (g = 980.6199 gals.).
 OT0045
 OT0045.The modeled gravity was interpolated from observed gravity values.
 OT0045
 OT0045;                    North         East    Units  Estimated Accuracy
 OT0045;SPC SD S     -   178,920.      446,960.      MT  (+/- 180 meters Scaled)
 OT0045
 OT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ215675(NAD 83)
 OT0045
 OT0045                          SUPERSEDED SURVEY CONTROL
 OT0045
 OT0045  NGVD 29 (??/??/92)  896.14   (m)         2940.1    (f) COMPUTED    2 0
 OT0045
 OT0045.Superseded values are not recommended for survey control.
 OT0045
 OT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0045.See file dsdata.pdf to determine how the superseded data were derived.
 OT0045
 OT0045_MARKER: DR = REFERENCE MARK DISK
 OT0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0045_STAMPING: B 6 P NO 2 1962
 OT0045_MARK LOGO: CGS
 OT0045_PROJECTION: FLUSH
 OT0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0045+STABILITY: SURFACE MOTION
 OT0045
 OT0045  HISTORY     - Date     Condition        Report By
 OT0045  HISTORY     - 1962     MONUMENTED       CGS
 OT0045
 OT0045                          STATION DESCRIPTION
 OT0045
 OT0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0045'4.6 MI S FROM WALL.
 OT0045'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0045'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0045'THENCE 4.25 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION 30,
 OT0045'T 1 S, R 16 E, 0.15 MILE NORTH OF A PRIVATE ROAD LEADING WEST
 OT0045'ON THE CREST OF A SMALL HILL, 144 FEET WEST OF THE CENTER
 OT0045'LINE OF THE HIGHWAY, 58.5 FEET WEST OF B 6 P 1961, ABOUT 4 FEET
 OT0045'BELOW THE LEVEL OF B 6 P 1961, 62 1/2 FEET WEST OF A FENCE,
 OT0045'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0045'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0080 ***********************************************************************
 QR0080  DESIGNATION -  B 60
 QR0080  PID         -  QR0080
 QR0080  STATE/COUNTY-  SD/SPINK
 QR0080  COUNTRY     -  US
 QR0080  USGS QUAD   -  MELLETTE (2017)
 QR0080
 QR0080                         *CURRENT SURVEY CONTROL
 QR0080  ______________________________________________________________________
 QR0080* NAD 83(1986) POSITION- 45 14 33.95   (N) 098 29 43.88   (W)   HD_HELD1
 QR0080* NAVD 88 ORTHO HEIGHT -   394.639 (meters)     1294.74  (feet) ADJUSTED
 QR0080  ______________________________________________________________________
 QR0080  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 QR0080  DYNAMIC HEIGHT  -        394.606 (meters)     1294.64  (feet) COMP
 QR0080  MODELED GRAVITY -    980,522.0   (mgal)                       NAVD 88
 QR0080
 QR0080  VERT ORDER      -  SECOND    CLASS 0
 QR0080
 QR0080.The horizontal coordinates were determined by differentially corrected
 QR0080.hand held GPS observations or other comparable positioning techniques
 QR0080.and have an estimated accuracy of +/- 3 meters.
 QR0080
 QR0080.The orthometric height was determined by differential leveling and
 QR0080.adjusted by the NATIONAL GEODETIC SURVEY
 QR0080.in June 1991.
 QR0080
 QR0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0080.GEOID18 height accuracy estimate available here.
 QR0080
 QR0080.Click photographs - Photos may exist for this station.
 QR0080
 QR0080.The dynamic height is computed by dividing the NAVD 88
 QR0080.geopotential number by the normal gravity value computed on the
 QR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0080.degrees latitude (g = 980.6199 gals.).
 QR0080
 QR0080.The modeled gravity was interpolated from observed gravity values.
 QR0080
 QR0080;                    North         East    Units  Estimated Accuracy
 QR0080;SPC SD N     -   157,717.9     718,108.0     MT  (+/- 3 meters HH1 GPS) 
 QR0080
 QR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3959210042(NAD 83)
 QR0080
 QR0080                          SUPERSEDED SURVEY CONTROL
 QR0080
 QR0080  NGVD 29 (??/??/92)  394.351  (m)         1293.80   (f) ADJ UNCH    2 0
 QR0080
 QR0080.Superseded values are not recommended for survey control.
 QR0080
 QR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0080.See file dsdata.pdf to determine how the superseded data were derived.
 QR0080
 QR0080_MARKER: DB = BENCH MARK DISK
 QR0080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0080_SP_SET: CULVERT HEADWALL
 QR0080_STAMPING: B 60 1934
 QR0080_MARK LOGO: CGS
 QR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0080+STABILITY: SURFACE MOTION
 QR0080
 QR0080  HISTORY     - Date     Condition        Report By
 QR0080  HISTORY     - 1934     MONUMENTED       CGS
 QR0080
 QR0080                          STATION DESCRIPTION
 QR0080
 QR0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0080'AT DUXBURY.
 QR0080'AT DUXBURY, SPINK COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0080'AND PACIFIC RAILWAY, ABOUT 100 FEET NORTH OF A 90 DEG CURVE IN
 QR0080'U.S. HIGHWAY 281, 75 FEET WEST OF THE TRACK, AT A 2-FOOT
 QR0080'CONCRETE PIPE CULVERT, IN THE EAST CONCRETE HEAD WALL, AND ABOUT
 QR0080'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 60 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0012 ***********************************************************************
 QR0012  DESIGNATION -  B 61
 QR0012  PID         -  QR0012
 QR0012  STATE/COUNTY-  SD/BROWN
 QR0012  COUNTRY     -  US
 QR0012  USGS QUAD   -  DALY CORNERS (2017)
 QR0012
 QR0012                         *CURRENT SURVEY CONTROL
 QR0012  ______________________________________________________________________
 QR0012* NAD 83(1986) POSITION- 45 42 32.     (N) 098 14 56.     (W)   SCALED
 QR0012* NAVD 88 ORTHO HEIGHT -   394.025 (meters)     1292.73  (feet) ADJUSTED
 QR0012  ______________________________________________________________________
 QR0012  GEOID HEIGHT    -        -24.902 (meters)                     GEOID18
 QR0012  DYNAMIC HEIGHT  -        394.002 (meters)     1292.65  (feet) COMP
 QR0012  MODELED GRAVITY -    980,547.4   (mgal)                       NAVD 88
 QR0012
 QR0012  VERT ORDER      -  FIRST     CLASS II
 QR0012
 QR0012.The horizontal coordinates were scaled from a map and have
 QR0012.an estimated accuracy of +/- 6 seconds.
 QR0012
 QR0012.The orthometric height was determined by differential leveling and
 QR0012.adjusted by the NATIONAL GEODETIC SURVEY
 QR0012.in June 1991.
 QR0012
 QR0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0012.GEOID18 height accuracy estimate available here.
 QR0012
 QR0012.Click photographs - Photos may exist for this station.
 QR0012
 QR0012.The dynamic height is computed by dividing the NAVD 88
 QR0012.geopotential number by the normal gravity value computed on the
 QR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0012.degrees latitude (g = 980.6199 gals.).
 QR0012
 QR0012.The modeled gravity was interpolated from observed gravity values.
 QR0012
 QR0012;                    North         East    Units  Estimated Accuracy
 QR0012;SPC SD N     -   209,900.      736,350.      MT  (+/- 180 meters Scaled)
 QR0012
 QR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR584619(NAD 83)
 QR0012
 QR0012                          SUPERSEDED SURVEY CONTROL
 QR0012
 QR0012  NGVD 29 (??/??/92)  393.718  (m)         1291.72   (f) ADJ UNCH    1 2
 QR0012
 QR0012.Superseded values are not recommended for survey control.
 QR0012
 QR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0012.See file dsdata.pdf to determine how the superseded data were derived.
 QR0012
 QR0012_MARKER: DB = BENCH MARK DISK
 QR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0012_STAMPING: B 61 1934
 QR0012_MARK LOGO: CGS
 QR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0012+STABILITY: SURFACE MOTION
 QR0012
 QR0012  HISTORY     - Date     Condition        Report By
 QR0012  HISTORY     - 1934     MONUMENTED       CGS
 QR0012  HISTORY     - 1941     GOOD             CGS
 QR0012
 QR0012                          STATION DESCRIPTION
 QR0012
 QR0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0012'4.1 MI S FROM HOUGHTON.
 QR0012'4.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0012'THE STATION AT HOUGHTON, BROWN COUNTY, ABOUT 6 POLES NORTH OF
 QR0012'MILEPOST 104, ABOUT 1 POLE SOUTH OF A ROAD CROSSING, 45 FEET EAST
 QR0012'OF THE CENTER LINE OF THE TRACK, 6 FEET NORTH OF A POLE, AND ABOUT
 QR0012'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 61 1934
 QR0012'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0313 ***********************************************************************
 QQ0313  DESIGNATION -  B 62 RESET
 QQ0313  PID         -  QQ0313
 QQ0313  STATE/COUNTY-  SD/MARSHALL
 QQ0313  COUNTRY     -  US
 QQ0313  USGS QUAD   -  BRITTON EAST (2017)
 QQ0313
 QQ0313                         *CURRENT SURVEY CONTROL
 QQ0313  ______________________________________________________________________
 QQ0313* NAD 83(1986) POSITION- 45 47 26.     (N) 097 38 46.     (W)   SCALED
 QQ0313* NAVD 88 ORTHO HEIGHT -   426.50  (meters)     1399.3   (feet) RESET
 QQ0313  ______________________________________________________________________
 QQ0313  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 QQ0313  VERT ORDER      -  THIRD
 QQ0313
 QQ0313.The horizontal coordinates were scaled from a map and have
 QQ0313.an estimated accuracy of +/- 6 seconds.
 QQ0313
 QQ0313.The orthometric height was computed from unverified reset data.
 QQ0313
 QQ0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0313.GEOID18 height accuracy estimate available here.
 QQ0313
 QQ0313.Click photographs - Photos may exist for this station.
 QQ0313
 QQ0313;                    North         East    Units  Estimated Accuracy
 QQ0313;SPC SD N     -   220,160.      783,010.      MT  (+/- 180 meters Scaled)
 QQ0313
 QQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR052716(NAD 83)
 QQ0313
 QQ0313                          SUPERSEDED SURVEY CONTROL
 QQ0313
 QQ0313.No superseded survey control is available for this station.
 QQ0313
 QQ0313_MARKER: DB = BENCH MARK DISK
 QQ0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0313_SP_SET: CULVERT
 QQ0313_STAMPING: B 62 RESET 1940
 QQ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0313
 QQ0313  HISTORY     - Date     Condition        Report By
 QQ0313  HISTORY     - 1940     MONUMENTED       SDHD
 QQ0313  HISTORY     - 1941     GOOD             SDHD
 QQ0313
 QQ0313                          STATION DESCRIPTION
 QQ0313
 QQ0313'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 QQ0313'5.1 MI E FROM BRITTON.
 QQ0313'5.1 MILES EAST ALONG STATE HIGHWAY 10 FROM THE LIBRARY AT BRITTON,
 QQ0313'MARSHALL COUNTY, AT A 9- BY 5-FOOT CONCRETE BOX CULVERT, 100 FEET
 QQ0313'EAST OF A CROSSROAD, AND IN THE TOP OF THE SOUTH HEAD WALL.  A
 QQ0313'STANDARD DISK, STAMPED B 62 RESET 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0189 ***********************************************************************
 QQ0189  DESIGNATION -  B 63
 QQ0189  PID         -  QQ0189
 QQ0189  STATE/COUNTY-  SD/ROBERTS
 QQ0189  COUNTRY     -  US
 QQ0189  USGS QUAD   -  GOODWILL (2017)
 QQ0189
 QQ0189                         *CURRENT SURVEY CONTROL
 QQ0189  ______________________________________________________________________
 QQ0189* NAD 83(1986) POSITION- 45 35 40.     (N) 097 06 58.     (W)   SCALED
 QQ0189* NAVD 88 ORTHO HEIGHT -   573.889 (meters)     1882.83  (feet) ADJUSTED
 QQ0189  ______________________________________________________________________
 QQ0189  GEOID HEIGHT    -        -25.523 (meters)                     GEOID18
 QQ0189  DYNAMIC HEIGHT  -        573.840 (meters)     1882.67  (feet) COMP
 QQ0189  MODELED GRAVITY -    980,511.0   (mgal)                       NAVD 88
 QQ0189
 QQ0189  VERT ORDER      -  SECOND    CLASS 0
 QQ0189
 QQ0189.The horizontal coordinates were scaled from a map and have
 QQ0189.an estimated accuracy of +/- 6 seconds.
 QQ0189
 QQ0189.The orthometric height was determined by differential leveling and
 QQ0189.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0189.in June 1991.
 QQ0189
 QQ0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0189.GEOID18 height accuracy estimate available here.
 QQ0189
 QQ0189.Click photographs - Photos may exist for this station.
 QQ0189
 QQ0189.The dynamic height is computed by dividing the NAVD 88
 QQ0189.geopotential number by the normal gravity value computed on the
 QQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0189.degrees latitude (g = 980.6199 gals.).
 QQ0189
 QQ0189.The modeled gravity was interpolated from observed gravity values.
 QQ0189
 QQ0189;                    North         East    Units  Estimated Accuracy
 QQ0189;SPC SD N     -   199,710.      824,970.      MT  (+/- 180 meters Scaled)
 QQ0189
 QQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR469507(NAD 83)
 QQ0189
 QQ0189                          SUPERSEDED SURVEY CONTROL
 QQ0189
 QQ0189  NGVD 29 (??/??/92)  573.623  (m)         1881.96   (f) ADJ UNCH    2 0
 QQ0189
 QQ0189.Superseded values are not recommended for survey control.
 QQ0189
 QQ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0189.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0189
 QQ0189_MARKER: DB = BENCH MARK DISK
 QQ0189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0189_SP_SET: BOX CULVERT
 QQ0189_STAMPING: B 63 1934
 QQ0189_MARK LOGO: CGS
 QQ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0189+STABILITY: SURFACE MOTION
 QQ0189
 QQ0189  HISTORY     - Date     Condition        Report By
 QQ0189  HISTORY     - 1934     MONUMENTED       CGS
 QQ0189  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0189
 QQ0189                          STATION DESCRIPTION
 QQ0189
 QQ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0189'6.9 MI S FROM SISSETON.
 QQ0189'6.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM SISSETON, ROBERTS
 QQ0189'COUNTY, AT THE SUMMIT OF A LONG WINDING HILL, AT A 3-FOOT
 QQ0189'CONCRETE BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 QQ0189'CONCRETE FOOT WALL.  A STANDARD DISK, STAMPED B 63 1934.  NOTE-- THE
 QQ0189'CONCRETE BOX CULVERT HAS BEEN REPLACED WITH A TUBULAR METAL
 QQ0189'CULVERT.
 QQ0189
 QQ0189                          STATION RECOVERY (1970)
 QQ0189
 QQ0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0440 ***********************************************************************
 QS0440  DESIGNATION -  B 65
 QS0440  PID         -  QS0440
 QS0440  STATE/COUNTY-  SD/CORSON
 QS0440  COUNTRY     -  US
 QS0440  USGS QUAD   -  MCINTOSH (2017)
 QS0440
 QS0440                         *CURRENT SURVEY CONTROL
 QS0440  ______________________________________________________________________
 QS0440* NAD 83(1986) POSITION- 45 56 04.     (N) 101 17 22.     (W)   SCALED
 QS0440* NAVD 88 ORTHO HEIGHT -   682.670 (meters)     2239.73  (feet) ADJUSTED
 QS0440  ______________________________________________________________________
 QS0440  GEOID HEIGHT    -        -20.505 (meters)                     GEOID18
 QS0440  DYNAMIC HEIGHT  -        682.607 (meters)     2239.52  (feet) COMP
 QS0440  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 QS0440
 QS0440  VERT ORDER      -  SECOND    CLASS 0
 QS0440
 QS0440.The horizontal coordinates were scaled from a map and have
 QS0440.an estimated accuracy of +/- 6 seconds.
 QS0440
 QS0440.The orthometric height was determined by differential leveling and
 QS0440.adjusted by the NATIONAL GEODETIC SURVEY
 QS0440.in June 1991.
 QS0440
 QS0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0440.GEOID18 height accuracy estimate available here.
 QS0440
 QS0440.Click photographs - Photos may exist for this station.
 QS0440
 QS0440.The dynamic height is computed by dividing the NAVD 88
 QS0440.geopotential number by the normal gravity value computed on the
 QS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0440.degrees latitude (g = 980.6199 gals.).
 QS0440
 QS0440.The modeled gravity was interpolated from observed gravity values.
 QS0440
 QS0440;                    North         East    Units  Estimated Accuracy
 QS0440;SPC SD N     -   234,290.      500,000.      MT  (+/- 180 meters Scaled)
 QS0440
 QS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR225893(NAD 83)
 QS0440
 QS0440                          SUPERSEDED SURVEY CONTROL
 QS0440
 QS0440  NGVD 29 (??/??/92)  682.179  (m)         2238.12   (f) ADJ UNCH    2 0
 QS0440
 QS0440.Superseded values are not recommended for survey control.
 QS0440
 QS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0440.See file dsdata.pdf to determine how the superseded data were derived.
 QS0440
 QS0440_MARKER: DB = BENCH MARK DISK
 QS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0440_STAMPING: B 65 1934
 QS0440_MARK LOGO: CGS
 QS0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0440+STABILITY: SURFACE MOTION
 QS0440
 QS0440  HISTORY     - Date     Condition        Report By
 QS0440  HISTORY     - 1934     MONUMENTED       CGS
 QS0440  HISTORY     - 1953     GOOD             CGS
 QS0440  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0440
 QS0440                          STATION DESCRIPTION
 QS0440
 QS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QS0440'3.1 MI E FROM MC INTOSH.
 QS0440'3.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0440'RAILROAD FROM THE COUNTY COURTHOUSE AT MC INTOSH, CORSON COUNTY,
 QS0440'ABOUT 21 POLES EAST OF MILEPOST 861, AT A ROAD CROSSING, 50 FEET
 QS0440'NORTH OF THE CENTER LINE OF THE TRACK, 40 FEET WEST OF THE CENTER
 QS0440'LINE OF THE ROAD, 10 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER,
 QS0440'1 FOOT NORTH OF A WHITE REFERENCE POST STENCILED U.S.B.M., AND
 QS0440'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0440'B 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0440
 QS0440                          STATION RECOVERY (1985)
 QS0440
 QS0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0440'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0352 ***********************************************************************
 QS0352  DESIGNATION -  B 66
 QS0352  PID         -  QS0352
 QS0352  STATE/COUNTY-  SD/CORSON
 QS0352  COUNTRY     -  US
 QS0352  USGS QUAD   -  WAKPALA (2017)
 QS0352
 QS0352                         *CURRENT SURVEY CONTROL
 QS0352  ______________________________________________________________________
 QS0352* NAD 83(1986) POSITION- 45 41 40.     (N) 100 33 13.     (W)   SCALED
 QS0352* NAVD 88 ORTHO HEIGHT -   511.654 (meters)     1678.65  (feet) ADJUSTED
 QS0352  ______________________________________________________________________
 QS0352  GEOID HEIGHT    -        -21.540 (meters)                     GEOID18
 QS0352  DYNAMIC HEIGHT  -        511.614 (meters)     1678.52  (feet) COMP
 QS0352  MODELED GRAVITY -    980,521.0   (mgal)                       NAVD 88
 QS0352
 QS0352  VERT ORDER      -  SECOND    CLASS 0
 QS0352
 QS0352.The horizontal coordinates were scaled from a map and have
 QS0352.an estimated accuracy of +/- 6 seconds.
 QS0352
 QS0352.The orthometric height was determined by differential leveling and
 QS0352.adjusted by the NATIONAL GEODETIC SURVEY
 QS0352.in June 1991.
 QS0352
 QS0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0352.GEOID18 height accuracy estimate available here.
 QS0352
 QS0352.Click photographs - Photos may exist for this station.
 QS0352
 QS0352.The dynamic height is computed by dividing the NAVD 88
 QS0352.geopotential number by the normal gravity value computed on the
 QS0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0352.degrees latitude (g = 980.6199 gals.).
 QS0352
 QS0352.The modeled gravity was interpolated from observed gravity values.
 QS0352
 QS0352;                    North         East    Units  Estimated Accuracy
 QS0352;SPC SD N     -   206,970.      556,880.      MT  (+/- 180 meters Scaled)
 QS0352
 QS0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR790612(NAD 83)
 QS0352
 QS0352                          SUPERSEDED SURVEY CONTROL
 QS0352
 QS0352  NGVD 29 (??/??/92)  511.278  (m)         1677.42   (f) ADJ UNCH    2 0
 QS0352
 QS0352.Superseded values are not recommended for survey control.
 QS0352
 QS0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0352.See file dsdata.pdf to determine how the superseded data were derived.
 QS0352
 QS0352_MARKER: DB = BENCH MARK DISK
 QS0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0352_STAMPING: B 66 1934
 QS0352_MARK LOGO: CGS
 QS0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0352+STABILITY: SURFACE MOTION
 QS0352
 QS0352  HISTORY     - Date     Condition        Report By
 QS0352  HISTORY     - 1934     MONUMENTED       CGS
 QS0352  HISTORY     - 1945     GOOD             CGS
 QS0352
 QS0352                          STATION DESCRIPTION
 QS0352
 QS0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0352'2.7 MI NW FROM WAKPALA.
 QS0352'2.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0352'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, CORSON COUNTY, 2.7
 QS0352'MILES SOUTHEAST OF THE STATION AT JEFFREY, 14 POLES SOUTHEAST
 QS0352'OF MILEPOST 820, AT A ROAD CROSSING, 75 FEET SOUTHWEST OF THE
 QS0352'CENTER LINE OF THE TRACK, 36 FEET NORTHWEST OF THE CENTER LINE
 QS0352'OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QS0352'DISK, STAMPED B 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0352
 QS0352                          STATION RECOVERY (1945)
 QS0352
 QS0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0065 ***********************************************************************
 QS0065  DESIGNATION -  B 67 RESET
 QS0065  PID         -  QS0065
 QS0065  STATE/COUNTY-  SD/CAMPBELL
 QS0065  COUNTRY     -  US
 QS0065  USGS QUAD   -  HERREID (2017)
 QS0065
 QS0065                         *CURRENT SURVEY CONTROL
 QS0065  ______________________________________________________________________
 QS0065* NAD 83(1986) POSITION- 45 46 56.     (N) 100 04 09.     (W)   SCALED
 QS0065* NAVD 88 ORTHO HEIGHT -   518.57  (+/-2cm)     1701.3   (feet) VERTCON3
 QS0065  ______________________________________________________________________
 QS0065  GEOID HEIGHT    -        -22.218 (meters)                     GEOID18
 QS0065  VERT ORDER      -  THIRD (See Below)
 QS0065
 QS0065.The horizontal coordinates were scaled from a map and have
 QS0065.an estimated accuracy of +/- 6 seconds.
 QS0065
 QS0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0065
 QS0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0065.GEOID18 height accuracy estimate available here.
 QS0065
 QS0065.The vertical order pertains to the NGVD 29 superseded value.
 QS0065
 QS0065.Click photographs - Photos may exist for this station.
 QS0065
 QS0065;                    North         East    Units  Estimated Accuracy
 QS0065;SPC SD N     -   216,580.      594,620.      MT  (+/- 180 meters Scaled)
 QS0065
 QS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168704(NAD 83)
 QS0065
 QS0065                          SUPERSEDED SURVEY CONTROL
 QS0065
 QS0065  NGVD 29 (??/??/??)  518.19   (m)         1700.1    (f) RESET       3  
 QS0065
 QS0065.Superseded values are not recommended for survey control.
 QS0065
 QS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0065.See file dsdata.pdf to determine how the superseded data were derived.
 QS0065
 QS0065_MARKER: DB = BENCH MARK DISK
 QS0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0065_STAMPING: B 67 RESET 1939
 QS0065_MARK LOGO: CGS
 QS0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0065+STABILITY: SURFACE MOTION
 QS0065
 QS0065  HISTORY     - Date     Condition        Report By
 QS0065  HISTORY     - 1939     MONUMENTED       SDHD
 QS0065  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0065
 QS0065                          STATION DESCRIPTION
 QS0065
 QS0065'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1939
 QS0065'3.6 MI S FROM HERREID.
 QS0065'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE HIGH SCHOOL
 QS0065'AT HERREID, CAMPBELL COUNTY, AND 51.8 FEET NORTHWEST OF THE
 QS0065'SOUTHEAST CORNER OF SEC. 30, T. 127 N., R. 76 W.  A STANDARD
 QS0065'DISK, STAMPED B 67 RESET 1939 AND SET IN THE TOP OF A CONCRETE
 QS0065'CYLINDER PROJECTING ABOUT 1-INCH ABOVE GROUND.
 QS0065
 QS0065                          STATION RECOVERY (1997)
 QS0065
 QS0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0065'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0299 ***********************************************************************
 QR0299  DESIGNATION -  B 68
 QR0299  PID         -  QR0299
 QR0299  STATE/COUNTY-  SD/WALWORTH
 QR0299  COUNTRY     -  US
 QR0299  USGS QUAD   -  LOWRY (2017)
 QR0299
 QR0299                         *CURRENT SURVEY CONTROL
 QR0299  ______________________________________________________________________
 QR0299* NAD 83(1986) POSITION- 45 17 25.     (N) 099 58 33.     (W)   SCALED
 QR0299* NAVD 88 ORTHO HEIGHT -   602.845 (meters)     1977.83  (feet) ADJUSTED
 QR0299  ______________________________________________________________________
 QR0299  GEOID HEIGHT    -        -22.299 (meters)                     GEOID18
 QR0299  DYNAMIC HEIGHT  -        602.772 (meters)     1977.59  (feet) COMP
 QR0299  MODELED GRAVITY -    980,475.6   (mgal)                       NAVD 88
 QR0299
 QR0299  VERT ORDER      -  SECOND    CLASS 0
 QR0299
 QR0299.The horizontal coordinates were scaled from a map and have
 QR0299.an estimated accuracy of +/- 6 seconds.
 QR0299
 QR0299.The orthometric height was determined by differential leveling and
 QR0299.adjusted by the NATIONAL GEODETIC SURVEY
 QR0299.in June 1991.
 QR0299
 QR0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0299.GEOID18 height accuracy estimate available here.
 QR0299
 QR0299.Click photographs - Photos may exist for this station.
 QR0299
 QR0299.The dynamic height is computed by dividing the NAVD 88
 QR0299.geopotential number by the normal gravity value computed on the
 QR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0299.degrees latitude (g = 980.6199 gals.).
 QR0299
 QR0299.The modeled gravity was interpolated from observed gravity values.
 QR0299
 QR0299;                    North         East    Units  Estimated Accuracy
 QR0299;SPC SD N     -   161,900.      601,900.      MT  (+/- 180 meters Scaled)
 QR0299
 QR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR234156(NAD 83)
 QR0299
 QR0299                          SUPERSEDED SURVEY CONTROL
 QR0299
 QR0299  NGVD 29 (??/??/92)  602.474  (m)         1976.62   (f) ADJ UNCH    2 0
 QR0299
 QR0299.Superseded values are not recommended for survey control.
 QR0299
 QR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0299.See file dsdata.pdf to determine how the superseded data were derived.
 QR0299
 QR0299_MARKER: DB = BENCH MARK DISK
 QR0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0299_SP_SET: BOX CULVERT HEADWALL
 QR0299_STAMPING: B 68 1934
 QR0299_MARK LOGO: CGS
 QR0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0299+STABILITY: SURFACE MOTION
 QR0299
 QR0299  HISTORY     - Date     Condition        Report By
 QR0299  HISTORY     - 1934     MONUMENTED       CGS
 QR0299  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0299
 QR0299                          STATION DESCRIPTION
 QR0299
 QR0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0299'18.2 MI S FROM SELBY.
 QR0299'18.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 QR0299'AT SELBY, WALWORTH COUNTY, AT THE FOOT OF A STEEP HILL, AT A
 QR0299'5- BY 5-FOOT CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF
 QR0299'THE WEST HEADWALL, 12.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 QR0299'21 FEET EAST OF THE RIGHT-OF-WAY FENCE, 5.5 FEET NORTH OF A
 QR0299'WHITE WOODEN WITNESS POST, AND 2.3 FEET HIGHER THAN THE HIGHWAY.
 QR0299'A STANDARD DISK, STAMPED B 68 1934.
 QR0299
 QR0299                          STATION RECOVERY (1974)
 QR0299
 QR0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0220 ***********************************************************************
 QS0220  DESIGNATION -  B 69
 QS0220  PID         -  QS0220
 QS0220  STATE/COUNTY-  SD/POTTER
 QS0220  COUNTRY     -  US
 QS0220  USGS QUAD   -  LAKE HURLEY (2017)
 QS0220
 QS0220                         *CURRENT SURVEY CONTROL
 QS0220  ______________________________________________________________________
 QS0220* NAD 83(1986) POSITION- 45 01 14.     (N) 100 14 52.     (W)   SCALED
 QS0220* NAVD 88 ORTHO HEIGHT -   493.442 (meters)     1618.90  (feet) ADJUSTED
 QS0220  ______________________________________________________________________
 QS0220  GEOID HEIGHT    -        -22.470 (meters)                     GEOID18
 QS0220  DYNAMIC HEIGHT  -        493.370 (meters)     1618.66  (feet) COMP
 QS0220  MODELED GRAVITY -    980,457.4   (mgal)                       NAVD 88
 QS0220
 QS0220  VERT ORDER      -  SECOND    CLASS 0
 QS0220
 QS0220.The horizontal coordinates were scaled from a map and have
 QS0220.an estimated accuracy of +/- 6 seconds.
 QS0220
 QS0220.The orthometric height was determined by differential leveling and
 QS0220.adjusted by the NATIONAL GEODETIC SURVEY
 QS0220.in June 1991.
 QS0220
 QS0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0220.GEOID18 height accuracy estimate available here.
 QS0220
 QS0220.Click photographs - Photos may exist for this station.
 QS0220
 QS0220.The dynamic height is computed by dividing the NAVD 88
 QS0220.geopotential number by the normal gravity value computed on the
 QS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0220.degrees latitude (g = 980.6199 gals.).
 QS0220
 QS0220.The modeled gravity was interpolated from observed gravity values.
 QS0220
 QS0220;                    North         East    Units  Estimated Accuracy
 QS0220;SPC SD N     -   131,960.      580,470.      MT  (+/- 180 meters Scaled)
 QS0220
 QS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ016859(NAD 83)
 QS0220
 QS0220                          SUPERSEDED SURVEY CONTROL
 QS0220
 QS0220  NGVD 29 (??/??/92)  493.070  (m)         1617.68   (f) ADJ UNCH    2 0
 QS0220
 QS0220.Superseded values are not recommended for survey control.
 QS0220
 QS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0220.See file dsdata.pdf to determine how the superseded data were derived.
 QS0220
 QS0220_MARKER: DB = BENCH MARK DISK
 QS0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0220_SP_SET: BRIDGE
 QS0220_STAMPING: B 69 1934
 QS0220_MARK LOGO: CGS
 QS0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0220
 QS0220  HISTORY     - Date     Condition        Report By
 QS0220  HISTORY     - 1934     MONUMENTED       CGS
 QS0220  HISTORY     - 1945     GOOD             CGS
 QS0220
 QS0220                          STATION DESCRIPTION
 QS0220
 QS0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0220'3.3 MI SE FROM WHITLOCKS.
 QS0220'3.3 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 212 FROM THE MISSOURI
 QS0220'RIVER BRIDGE AT WHITLOCKS CROSSING, POTTER COUNTY, AT A BREAK
 QS0220'IN A LONG GRADE, AT A 24-FOOT CONCRETE DECK BRIDGE, IN THE TOP
 QS0220'OF THE NORTH WING WALL, 11 FEET NORTHWEST OF THE CENTER LINE
 QS0220'OF THE HIGHWAY, 25 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, AND
 QS0220'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 QS0220'B 69 1934.
 QS0220
 QS0220                          STATION RECOVERY (1945)
 QS0220
 QS0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0022 ***********************************************************************
 OR0022  DESIGNATION -  B 7
 OR0022  PID         -  OR0022
 OR0022  STATE/COUNTY-  SD/AURORA
 OR0022  COUNTRY     -  US
 OR0022  USGS QUAD   -  PLANKINTON (2017)
 OR0022
 OR0022                         *CURRENT SURVEY CONTROL
 OR0022  ______________________________________________________________________
 OR0022* NAD 83(1986) POSITION- 43 42 41.     (N) 098 24 23.     (W)   SCALED
 OR0022* NAVD 88 ORTHO HEIGHT -   445.315 (meters)     1461.00  (feet) ADJUSTED
 OR0022  ______________________________________________________________________
 OR0022  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 OR0022  DYNAMIC HEIGHT  -        445.206 (meters)     1460.65  (feet) COMP
 OR0022  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 OR0022
 OR0022  VERT ORDER      -  FIRST     CLASS II
 OR0022
 OR0022.The horizontal coordinates were scaled from a map and have
 OR0022.an estimated accuracy of +/- 6 seconds.
 OR0022
 OR0022.The orthometric height was determined by differential leveling and
 OR0022.adjusted by the NATIONAL GEODETIC SURVEY
 OR0022.in June 1991.
 OR0022
 OR0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0022.GEOID18 height accuracy estimate available here.
 OR0022
 OR0022.Click photographs - Photos may exist for this station.
 OR0022
 OR0022.The dynamic height is computed by dividing the NAVD 88
 OR0022.geopotential number by the normal gravity value computed on the
 OR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0022.degrees latitude (g = 980.6199 gals.).
 OR0022
 OR0022.The modeled gravity was interpolated from observed gravity values.
 OR0022
 OR0022;                    North         East    Units  Estimated Accuracy
 OR0022;SPC SD S     -   154,890.      755,270.      MT  (+/- 180 meters Scaled)
 OR0022
 OR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP478399(NAD 83)
 OR0022
 OR0022                          SUPERSEDED SURVEY CONTROL
 OR0022
 OR0022  NGVD 29 (??/??/92)  445.003  (m)         1459.98   (f) ADJ UNCH    1 2
 OR0022
 OR0022.Superseded values are not recommended for survey control.
 OR0022
 OR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0022.See file dsdata.pdf to determine how the superseded data were derived.
 OR0022
 OR0022_MARKER: DB = BENCH MARK DISK
 OR0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0022_STAMPING: B 7 1925
 OR0022_MARK LOGO: CGS
 OR0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0022+STABILITY: SURFACE MOTION
 OR0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0022+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2012
 OR0022
 OR0022  HISTORY     - Date     Condition        Report By
 OR0022  HISTORY     - 1925     MONUMENTED       CGS
 OR0022  HISTORY     - 1935     GOOD             CGS
 OR0022  HISTORY     - 19910617 GOOD             NGS
 OR0022  HISTORY     - 20120126 GOOD             INDIV
 OR0022
 OR0022                          STATION DESCRIPTION
 OR0022
 OR0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0022'4 MI E FROM PLANKINTON.
 OR0022'ABOUT 4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0022'AND PACIFIC RAILROAD FROM PLANKINTON, AURORA COUNTY, ABOUT 10
 OR0022'RAILS WEST OF TRESTLE R 952 OVER A SECTION-LINE ROAD, 42 FEET
 OR0022'SOUTH OF THE CENTER LINE OF THE TRACK, 7-1/2 FEET NORTH
 OR0022'OF A ROW OF POLES, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 OR0022'STANDARD DISK, STAMPED B 7 1925 AND SET IN THE TOP OF A CONCRETE
 OR0022'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0022
 OR0022                          STATION RECOVERY (1935)
 OR0022
 OR0022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0022'RECOVERED IN GOOD CONDITION.
 OR0022
 OR0022                          STATION RECOVERY (1991)
 OR0022
 OR0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0022'6.4 KM (4.0 MI) EASTERLY ALONG THE DAKOTA SOUTHERN RAILROAD FROM THE
 OR0022'JUNCTION OF MAIN STREET IN PLANKINTON, 31.7 M (104.0 FT) WEST OF
 OR0022'UTILITY POLE NUMBER 393, 26.1 M (85.6 FT) NORTH OF THE CENTERLINE OF
 OR0022'A PAVED ROAD (OLD U.S. HIGHWAY 26), 12.0 M (39.4 FT) SOUTH OF THE
 OR0022'NEAR RAIL, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OR0022'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OR0022'ABOVE THE GROUND SURFACE.
 OR0022
 OR0022                          STATION RECOVERY (2012)
 OR0022
 OR0022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0598 ***********************************************************************
 PU0598  DESIGNATION -  B 7 M
 PU0598  PID         -  PU0598
 PU0598  STATE/COUNTY-  SD/PENNINGTON
 PU0598  COUNTRY     -  US
 PU0598  USGS QUAD   -  WASTA SE (2017)
 PU0598
 PU0598                         *CURRENT SURVEY CONTROL
 PU0598  ______________________________________________________________________
 PU0598* NAD 83(1986) POSITION- 44 01 58.     (N) 102 17 17.     (W)   SCALED
 PU0598* NAVD 88 ORTHO HEIGHT -   867.698 (meters)     2846.77  (feet) ADJUSTED
 PU0598  ______________________________________________________________________
 PU0598  GEOID HEIGHT    -        -18.865 (meters)                     GEOID18
 PU0598  DYNAMIC HEIGHT  -        867.438 (meters)     2845.92  (feet) COMP
 PU0598  MODELED GRAVITY -    980,289.1   (mgal)                       NAVD 88
 PU0598
 PU0598  VERT ORDER      -  SECOND    CLASS 0
 PU0598
 PU0598.The horizontal coordinates were scaled from a map and have
 PU0598.an estimated accuracy of +/- 6 seconds.
 PU0598
 PU0598.The orthometric height was determined by differential leveling and
 PU0598.adjusted by the NATIONAL GEODETIC SURVEY
 PU0598.in June 1991.
 PU0598
 PU0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0598.GEOID18 height accuracy estimate available here.
 PU0598
 PU0598.Click photographs - Photos may exist for this station.
 PU0598
 PU0598.The dynamic height is computed by dividing the NAVD 88
 PU0598.geopotential number by the normal gravity value computed on the
 PU0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0598.degrees latitude (g = 980.6199 gals.).
 PU0598
 PU0598.The modeled gravity was interpolated from observed gravity values.
 PU0598
 PU0598;                    North         East    Units  Estimated Accuracy
 PU0598;SPC SD S     -   190,640.      443,330.      MT  (+/- 180 meters Scaled)
 PU0598
 PU0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ173790(NAD 83)
 PU0598
 PU0598                          SUPERSEDED SURVEY CONTROL
 PU0598
 PU0598  NGVD 29 (??/??/92)  867.25   (m)         2845.3    (f) COMPUTED    2 0
 PU0598
 PU0598.Superseded values are not recommended for survey control.
 PU0598
 PU0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0598.See file dsdata.pdf to determine how the superseded data were derived.
 PU0598
 PU0598_MARKER: DS = TRIANGULATION STATION DISK
 PU0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0598_STAMPING: B 7 M 1961
 PU0598_MARK LOGO: CGS
 PU0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0598+STABILITY: SURFACE MOTION
 PU0598
 PU0598  HISTORY     - Date     Condition        Report By
 PU0598  HISTORY     - 1961     MONUMENTED       CGS
 PU0598  HISTORY     - 1962     GOOD             CGS
 PU0598
 PU0598                          STATION DESCRIPTION
 PU0598
 PU0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0598'4.2 MI NW FROM WALL.
 PU0598'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0598'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0598'2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, THENCE 0.6
 PU0598'MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.65 MILE NORTH ALONG
 PU0598'A GRAVEL ROAD IN SECTION 22, T 1 N, R 15 E, 33 FEET WEST OF THE
 PU0598'CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE CENTER LINE OF A
 PU0598'PRIVATE DRIVEWAY LEADING WEST TO A VACANT FARM HOUSE, 64 FEET
 PU0598'SOUTH OF A TELEPHONE POLE, 3 1/2 FEET EAST OF A FENCE, 4.3 FEET
 PU0598'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0598'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0599 ***********************************************************************
 PU0599  DESIGNATION -  B 7 M RM 1
 PU0599  PID         -  PU0599
 PU0599  STATE/COUNTY-  SD/PENNINGTON
 PU0599  COUNTRY     -  US
 PU0599  USGS QUAD   -  WASTA SE (2017)
 PU0599
 PU0599                         *CURRENT SURVEY CONTROL
 PU0599  ______________________________________________________________________
 PU0599* NAD 83(1986) POSITION- 44 01 58.     (N) 102 17 15.     (W)   SCALED
 PU0599* NAVD 88 ORTHO HEIGHT -   868.002 (meters)     2847.77  (feet) ADJUSTED
 PU0599  ______________________________________________________________________
 PU0599  GEOID HEIGHT    -        -18.867 (meters)                     GEOID18
 PU0599  DYNAMIC HEIGHT  -        867.742 (meters)     2846.92  (feet) COMP
 PU0599  MODELED GRAVITY -    980,289.2   (mgal)                       NAVD 88
 PU0599
 PU0599  VERT ORDER      -  SECOND    CLASS 0
 PU0599
 PU0599.The horizontal coordinates were scaled from a map and have
 PU0599.an estimated accuracy of +/- 6 seconds.
 PU0599
 PU0599.The orthometric height was determined by differential leveling and
 PU0599.adjusted by the NATIONAL GEODETIC SURVEY
 PU0599.in June 1991.
 PU0599
 PU0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0599.GEOID18 height accuracy estimate available here.
 PU0599
 PU0599.Click photographs - Photos may exist for this station.
 PU0599
 PU0599.The dynamic height is computed by dividing the NAVD 88
 PU0599.geopotential number by the normal gravity value computed on the
 PU0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0599.degrees latitude (g = 980.6199 gals.).
 PU0599
 PU0599.The modeled gravity was interpolated from observed gravity values.
 PU0599
 PU0599;                    North         East    Units  Estimated Accuracy
 PU0599;SPC SD S     -   190,640.      443,380.      MT  (+/- 180 meters Scaled)
 PU0599
 PU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ173790(NAD 83)
 PU0599
 PU0599                          SUPERSEDED SURVEY CONTROL
 PU0599
 PU0599  NGVD 29 (??/??/92)  867.55   (m)         2846.3    (f) COMPUTED    2 0
 PU0599
 PU0599.Superseded values are not recommended for survey control.
 PU0599
 PU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0599.See file dsdata.pdf to determine how the superseded data were derived.
 PU0599
 PU0599_MARKER: DR = REFERENCE MARK DISK
 PU0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0599_STAMPING: B 7 M NO 1 1961
 PU0599_MARK LOGO: CGS
 PU0599_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0599+STABILITY: SURFACE MOTION
 PU0599
 PU0599  HISTORY     - Date     Condition        Report By
 PU0599  HISTORY     - 1961     MONUMENTED       CGS
 PU0599  HISTORY     - 1962     GOOD             CGS
 PU0599
 PU0599                          STATION DESCRIPTION
 PU0599
 PU0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0599'4.2 MI NW FROM WALL.
 PU0599'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0599'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0599'2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, THENCE 0.6
 PU0599'MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.65 MILE NORTH ALONG
 PU0599'A GRAVEL ROAD IN SECTION 22, T 1 N, R 15 E, 36 FEET EAST OF THE
 PU0599'CENTER LINE OF THE ROAD, 69.8 FEET EAST OF B 7 M 1961, AND SET
 PU0599'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0597 ***********************************************************************
 PU0597  DESIGNATION -  B 7 M RM 2
 PU0597  PID         -  PU0597
 PU0597  STATE/COUNTY-  SD/PENNINGTON
 PU0597  COUNTRY     -  US
 PU0597  USGS QUAD   -  WASTA SE (2017)
 PU0597
 PU0597                         *CURRENT SURVEY CONTROL
 PU0597  ______________________________________________________________________
 PU0597* NAD 83(1986) POSITION- 44 01 57.     (N) 102 17 17.     (W)   SCALED
 PU0597* NAVD 88 ORTHO HEIGHT -   867.505 (meters)     2846.14  (feet) ADJUSTED
 PU0597  ______________________________________________________________________
 PU0597  GEOID HEIGHT    -        -18.865 (meters)                     GEOID18
 PU0597  DYNAMIC HEIGHT  -        867.245 (meters)     2845.29  (feet) COMP
 PU0597  MODELED GRAVITY -    980,289.1   (mgal)                       NAVD 88
 PU0597
 PU0597  VERT ORDER      -  SECOND    CLASS 0
 PU0597
 PU0597.The horizontal coordinates were scaled from a map and have
 PU0597.an estimated accuracy of +/- 6 seconds.
 PU0597
 PU0597.The orthometric height was determined by differential leveling and
 PU0597.adjusted by the NATIONAL GEODETIC SURVEY
 PU0597.in June 1991.
 PU0597
 PU0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0597.GEOID18 height accuracy estimate available here.
 PU0597
 PU0597.Click photographs - Photos may exist for this station.
 PU0597
 PU0597.The dynamic height is computed by dividing the NAVD 88
 PU0597.geopotential number by the normal gravity value computed on the
 PU0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0597.degrees latitude (g = 980.6199 gals.).
 PU0597
 PU0597.The modeled gravity was interpolated from observed gravity values.
 PU0597
 PU0597;                    North         East    Units  Estimated Accuracy
 PU0597;SPC SD S     -   190,610.      443,330.      MT  (+/- 180 meters Scaled)
 PU0597
 PU0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ173790(NAD 83)
 PU0597
 PU0597                          SUPERSEDED SURVEY CONTROL
 PU0597
 PU0597  NGVD 29 (??/??/92)  867.06   (m)         2844.7    (f) COMPUTED    2 0
 PU0597
 PU0597.Superseded values are not recommended for survey control.
 PU0597
 PU0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0597.See file dsdata.pdf to determine how the superseded data were derived.
 PU0597
 PU0597_MARKER: DR = REFERENCE MARK DISK
 PU0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0597_STAMPING: B 7 M NO 2 1961
 PU0597_MARK LOGO: CGS
 PU0597_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0597+STABILITY: SURFACE MOTION
 PU0597
 PU0597  HISTORY     - Date     Condition        Report By
 PU0597  HISTORY     - 1961     MONUMENTED       CGS
 PU0597  HISTORY     - 1962     GOOD             CGS
 PU0597
 PU0597                          STATION DESCRIPTION
 PU0597
 PU0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0597'4.2 MI NW FROM WALL.
 PU0597'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0597'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0597'2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, THENCE 0.6
 PU0597'MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.65 MILE NORTH ALONG
 PU0597'A GRAVEL ROAD IN SECTION 22, T 1 N, R 15 E, 35 FEET WEST OF THE
 PU0597'CENTER LINE OF THE ROAD, 27 FEET NORTH OF A TELEPHONE POLE,
 PU0597'2 1/2 FEET EAST OF A FENCE 59.6 FEET SOUTH OF B 7 M 1961, AND
 PU0597'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0601 ***********************************************************************
 PU0601  DESIGNATION -  B 7 N
 PU0601  PID         -  PU0601
 PU0601  STATE/COUNTY-  SD/PENNINGTON
 PU0601  COUNTRY     -  US
 PU0601  USGS QUAD   -  WASTA SE (2017)
 PU0601
 PU0601                         *CURRENT SURVEY CONTROL
 PU0601  ______________________________________________________________________
 PU0601* NAD 83(1986) POSITION- 44 01 23.     (N) 102 16 59.     (W)   SCALED
 PU0601* NAVD 88 ORTHO HEIGHT -   861.575 (meters)     2826.68  (feet) ADJUSTED
 PU0601  ______________________________________________________________________
 PU0601  GEOID HEIGHT    -        -18.878 (meters)                     GEOID18
 PU0601  DYNAMIC HEIGHT  -        861.315 (meters)     2825.83  (feet) COMP
 PU0601  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 PU0601
 PU0601  VERT ORDER      -  SECOND    CLASS 0
 PU0601
 PU0601.The horizontal coordinates were scaled from a map and have
 PU0601.an estimated accuracy of +/- 6 seconds.
 PU0601
 PU0601.The orthometric height was determined by differential leveling and
 PU0601.adjusted by the NATIONAL GEODETIC SURVEY
 PU0601.in June 1991.
 PU0601
 PU0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0601.GEOID18 height accuracy estimate available here.
 PU0601
 PU0601.Click photographs - Photos may exist for this station.
 PU0601
 PU0601.The dynamic height is computed by dividing the NAVD 88
 PU0601.geopotential number by the normal gravity value computed on the
 PU0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0601.degrees latitude (g = 980.6199 gals.).
 PU0601
 PU0601.The modeled gravity was interpolated from observed gravity values.
 PU0601
 PU0601;                    North         East    Units  Estimated Accuracy
 PU0601;SPC SD S     -   189,550.      443,710.      MT  (+/- 180 meters Scaled)
 PU0601
 PU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ177780(NAD 83)
 PU0601
 PU0601                          SUPERSEDED SURVEY CONTROL
 PU0601
 PU0601  NGVD 29 (??/??/92)  861.12   (m)         2825.2    (f) COMPUTED    2 0
 PU0601
 PU0601.Superseded values are not recommended for survey control.
 PU0601
 PU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0601.See file dsdata.pdf to determine how the superseded data were derived.
 PU0601
 PU0601_MARKER: DS = TRIANGULATION STATION DISK
 PU0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0601_STAMPING: B 7 N 1961
 PU0601_MARK LOGO: CGS
 PU0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0601+STABILITY: SURFACE MOTION
 PU0601
 PU0601  HISTORY     - Date     Condition        Report By
 PU0601  HISTORY     - 1961     MONUMENTED       CGS
 PU0601  HISTORY     - 1962     GOOD             CGS
 PU0601
 PU0601                          STATION DESCRIPTION
 PU0601
 PU0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0601'3.8 MI NW FROM WALL.
 PU0601'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0601'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0601'2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, THENCE 0.6
 PU0601'MILE NORTH ALONG AN OLD ASPHALT ROAD, THENCE 0.3 MILE EAST ALONG
 PU0601'A TRAIL ROAD IN SECTION 26, T 1 N, R 15 E, 27 FEET SOUTH OF THE
 PU0601'CENTER LINE OF THE TRAIL ROAD, 101 FEET EAST OF AN 18-INCH
 PU0601'CONCRETE CYLINDER WHICH PROJECTS 4 FEET, 71.6 FEET SOUTHEAST OF
 PU0601'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN
 PU0601'THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0596 ***********************************************************************
 PU0596  DESIGNATION -  B 7 N AZ MK
 PU0596  PID         -  PU0596
 PU0596  STATE/COUNTY-  SD/PENNINGTON
 PU0596  COUNTRY     -  US
 PU0596  USGS QUAD   -  WASTA SE (2017)
 PU0596
 PU0596                         *CURRENT SURVEY CONTROL
 PU0596  ______________________________________________________________________
 PU0596* NAD 83(1986) POSITION- 44 01 24.     (N) 102 17 24.     (W)   SCALED
 PU0596* NAVD 88 ORTHO HEIGHT -   862.739 (meters)     2830.50  (feet) ADJUSTED
 PU0596  ______________________________________________________________________
 PU0596  GEOID HEIGHT    -        -18.857 (meters)                     GEOID18
 PU0596  DYNAMIC HEIGHT  -        862.479 (meters)     2829.65  (feet) COMP
 PU0596  MODELED GRAVITY -    980,287.9   (mgal)                       NAVD 88
 PU0596
 PU0596  VERT ORDER      -  SECOND    CLASS 0
 PU0596
 PU0596.The horizontal coordinates were scaled from a map and have
 PU0596.an estimated accuracy of +/- 6 seconds.
 PU0596
 PU0596.The orthometric height was determined by differential leveling and
 PU0596.adjusted by the NATIONAL GEODETIC SURVEY
 PU0596.in June 1991.
 PU0596
 PU0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0596.GEOID18 height accuracy estimate available here.
 PU0596
 PU0596.Click photographs - Photos may exist for this station.
 PU0596
 PU0596.The dynamic height is computed by dividing the NAVD 88
 PU0596.geopotential number by the normal gravity value computed on the
 PU0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0596.degrees latitude (g = 980.6199 gals.).
 PU0596
 PU0596.The modeled gravity was interpolated from observed gravity values.
 PU0596
 PU0596;                    North         East    Units  Estimated Accuracy
 PU0596;SPC SD S     -   189,600.      443,150.      MT  (+/- 180 meters Scaled)
 PU0596
 PU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ171780(NAD 83)
 PU0596
 PU0596                          SUPERSEDED SURVEY CONTROL
 PU0596
 PU0596  NGVD 29 (??/??/92)  862.29   (m)         2829.0    (f) COMPUTED    2 0
 PU0596
 PU0596.Superseded values are not recommended for survey control.
 PU0596
 PU0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0596.See file dsdata.pdf to determine how the superseded data were derived.
 PU0596
 PU0596_MARKER: DZ = AZIMUTH MARK DISK
 PU0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0596_STAMPING: B 7 N 1961
 PU0596_MARK LOGO: CGS
 PU0596_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0596+STABILITY: SURFACE MOTION
 PU0596
 PU0596  HISTORY     - Date     Condition        Report By
 PU0596  HISTORY     - 1961     MONUMENTED       CGS
 PU0596  HISTORY     - 1962     GOOD             CGS
 PU0596
 PU0596                          STATION DESCRIPTION
 PU0596
 PU0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0596'3.6 MI NW FROM WALL.
 PU0596'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0596'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0596'2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, THENCE 0.6
 PU0596'MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.1 MILE WEST ALONG
 PU0596'THE ASPHALT ROAD IN SECTION 22, T 1 N, R 15 E, 103 FEET NORTHWEST
 PU0596'OF A CONCRETE CYLINDER AND W 385, 30 FEET NORTH OF THE CENTER
 PU0596'LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 3.0 FEET EAST OF A
 PU0596'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0596'TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0602 ***********************************************************************
 PU0602  DESIGNATION -  B 7 N RM 1
 PU0602  PID         -  PU0602
 PU0602  STATE/COUNTY-  SD/PENNINGTON
 PU0602  COUNTRY     -  US
 PU0602  USGS QUAD   -  WASTA SE (2017)
 PU0602
 PU0602                         *CURRENT SURVEY CONTROL
 PU0602  ______________________________________________________________________
 PU0602* NAD 83(1986) POSITION- 44 01 25.     (N) 102 16 59.     (W)   SCALED
 PU0602* NAVD 88 ORTHO HEIGHT -   860.878 (meters)     2824.40  (feet) ADJUSTED
 PU0602  ______________________________________________________________________
 PU0602  GEOID HEIGHT    -        -18.878 (meters)                     GEOID18
 PU0602  DYNAMIC HEIGHT  -        860.619 (meters)     2823.55  (feet) COMP
 PU0602  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 PU0602
 PU0602  VERT ORDER      -  SECOND    CLASS 0
 PU0602
 PU0602.The horizontal coordinates were scaled from a map and have
 PU0602.an estimated accuracy of +/- 6 seconds.
 PU0602
 PU0602.The orthometric height was determined by differential leveling and
 PU0602.adjusted by the NATIONAL GEODETIC SURVEY
 PU0602.in June 1991.
 PU0602
 PU0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0602.GEOID18 height accuracy estimate available here.
 PU0602
 PU0602.Click photographs - Photos may exist for this station.
 PU0602
 PU0602.The dynamic height is computed by dividing the NAVD 88
 PU0602.geopotential number by the normal gravity value computed on the
 PU0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0602.degrees latitude (g = 980.6199 gals.).
 PU0602
 PU0602.The modeled gravity was interpolated from observed gravity values.
 PU0602
 PU0602;                    North         East    Units  Estimated Accuracy
 PU0602;SPC SD S     -   189,610.      443,710.      MT  (+/- 180 meters Scaled)
 PU0602
 PU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ177780(NAD 83)
 PU0602
 PU0602                          SUPERSEDED SURVEY CONTROL
 PU0602
 PU0602  NGVD 29 (??/??/92)  860.43   (m)         2822.9    (f) COMPUTED    2 0
 PU0602
 PU0602.Superseded values are not recommended for survey control.
 PU0602
 PU0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0602.See file dsdata.pdf to determine how the superseded data were derived.
 PU0602
 PU0602_MARKER: DR = REFERENCE MARK DISK
 PU0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0602_STAMPING: B 7 N NO 1 1961
 PU0602_MARK LOGO: CGS
 PU0602_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0602+STABILITY: SURFACE MOTION
 PU0602
 PU0602  HISTORY     - Date     Condition        Report By
 PU0602  HISTORY     - 1961     MONUMENTED       CGS
 PU0602  HISTORY     - 1962     GOOD             CGS
 PU0602
 PU0602                          STATION DESCRIPTION
 PU0602
 PU0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0602'3.8 MI NW FROM WALL.
 PU0602'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0602'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0602'2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, THENCE 0.6
 PU0602'MILE NORTH ALONG AN OLD ASPHALT ROAD, THENCE 0.3 MILE EAST ALONG
 PU0602'A TRAIL ROAD IN SECTION 26, T 1 N, R 15 E, 30 FEET NORTH OF THE
 PU0602'CENTER LINE OF THE TRAIL ROAD, 70.7 FEET NORTHEAST OF B 7 N,
 PU0602'1 FOOT SOUTH OF A FENCE, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET
 PU0602'IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0600 ***********************************************************************
 PU0600  DESIGNATION -  B 7 N RM 2
 PU0600  PID         -  PU0600
 PU0600  STATE/COUNTY-  SD/PENNINGTON
 PU0600  COUNTRY     -  US
 PU0600  USGS QUAD   -  WASTA SE (2017)
 PU0600
 PU0600                         *CURRENT SURVEY CONTROL
 PU0600  ______________________________________________________________________
 PU0600* NAD 83(1986) POSITION- 44 01 24.     (N) 102 17 00.     (W)   SCALED
 PU0600* NAVD 88 ORTHO HEIGHT -   861.257 (meters)     2825.64  (feet) ADJUSTED
 PU0600  ______________________________________________________________________
 PU0600  GEOID HEIGHT    -        -18.877 (meters)                     GEOID18
 PU0600  DYNAMIC HEIGHT  -        860.998 (meters)     2824.79  (feet) COMP
 PU0600  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 PU0600
 PU0600  VERT ORDER      -  SECOND    CLASS 0
 PU0600
 PU0600.The horizontal coordinates were scaled from a map and have
 PU0600.an estimated accuracy of +/- 6 seconds.
 PU0600
 PU0600.The orthometric height was determined by differential leveling and
 PU0600.adjusted by the NATIONAL GEODETIC SURVEY
 PU0600.in June 1991.
 PU0600
 PU0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0600.GEOID18 height accuracy estimate available here.
 PU0600
 PU0600.Click photographs - Photos may exist for this station.
 PU0600
 PU0600.The dynamic height is computed by dividing the NAVD 88
 PU0600.geopotential number by the normal gravity value computed on the
 PU0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0600.degrees latitude (g = 980.6199 gals.).
 PU0600
 PU0600.The modeled gravity was interpolated from observed gravity values.
 PU0600
 PU0600;                    North         East    Units  Estimated Accuracy
 PU0600;SPC SD S     -   189,580.      443,680.      MT  (+/- 180 meters Scaled)
 PU0600
 PU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ177780(NAD 83)
 PU0600
 PU0600                          SUPERSEDED SURVEY CONTROL
 PU0600
 PU0600  NGVD 29 (??/??/92)  860.81   (m)         2824.2    (f) COMPUTED    2 0
 PU0600
 PU0600.Superseded values are not recommended for survey control.
 PU0600
 PU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0600.See file dsdata.pdf to determine how the superseded data were derived.
 PU0600
 PU0600_MARKER: DR = REFERENCE MARK DISK
 PU0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0600_STAMPING: B 7 N NO 2 1961
 PU0600_MARK LOGO: CGS
 PU0600_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0600+STABILITY: SURFACE MOTION
 PU0600
 PU0600  HISTORY     - Date     Condition        Report By
 PU0600  HISTORY     - 1961     MONUMENTED       CGS
 PU0600  HISTORY     - 1962     GOOD             CGS
 PU0600
 PU0600                          STATION DESCRIPTION
 PU0600
 PU0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0600'3.8 MI NW FROM WALL.
 PU0600'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0600'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0600'2.15 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, THENCE 0.6
 PU0600'MILE NORTH ALONG AN OLD ASPHALT ROAD, THENCE 0.3 MILE EAST ALONG
 PU0600'A TRAIL ROAD IN SECTION 26, T 1 N, R 15 E, 30 FEET NORTH OF THE
 PU0600'CENTER LINE OF THE TRAIL ROAD, 87 FEET NORTHEAST OF AN 18-INCH
 PU0600'CONCRETE CYLINDER PROJECTING 4 FEET, 68.8 FEET NORTHWEST OF
 PU0600'B 7 N 1961, 1 FOOT SOUTH OF A FENCE, 3.1 FEET EAST OF A METAL
 PU0600'WITNESS POST, ABOUT LEVEL WITH THE TRAIL, AND SET IN THE TOP
 PU0600'OF A CONCRETE POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0381 ***********************************************************************
 PT0381  DESIGNATION -  B 72
 PT0381  PID         -  PT0381
 PT0381  STATE/COUNTY-  SD/ZIEBACH
 PT0381  COUNTRY     -  US
 PT0381  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0381
 PT0381                         *CURRENT SURVEY CONTROL
 PT0381  ______________________________________________________________________
 PT0381* NAD 83(1986) POSITION- 44 56 09.     (N) 101 16 44.     (W)   SCALED
 PT0381* NAVD 88 ORTHO HEIGHT -   737.960 (meters)     2421.12  (feet) ADJUSTED
 PT0381  ______________________________________________________________________
 PT0381  GEOID HEIGHT    -        -21.238 (meters)                     GEOID18
 PT0381  DYNAMIC HEIGHT  -        737.819 (meters)     2420.66  (feet) COMP
 PT0381  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PT0381
 PT0381  VERT ORDER      -  SECOND    CLASS 0
 PT0381
 PT0381.The horizontal coordinates were scaled from a map and have
 PT0381.an estimated accuracy of +/- 6 seconds.
 PT0381
 PT0381.The orthometric height was determined by differential leveling and
 PT0381.adjusted by the NATIONAL GEODETIC SURVEY
 PT0381.in June 1991.
 PT0381
 PT0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0381.GEOID18 height accuracy estimate available here.
 PT0381
 PT0381.Click photographs - Photos may exist for this station.
 PT0381
 PT0381.The dynamic height is computed by dividing the NAVD 88
 PT0381.geopotential number by the normal gravity value computed on the
 PT0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0381.degrees latitude (g = 980.6199 gals.).
 PT0381
 PT0381.The modeled gravity was interpolated from observed gravity values.
 PT0381
 PT0381;                    North         East    Units  Estimated Accuracy
 PT0381;SPC SD N     -   123,310.      499,060.      MT  (+/- 180 meters Scaled)
 PT0381
 PT0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ201783(NAD 83)
 PT0381
 PT0381                          SUPERSEDED SURVEY CONTROL
 PT0381
 PT0381  NGVD 29 (??/??/92)  737.486  (m)         2419.57   (f) ADJ UNCH    2 0
 PT0381
 PT0381.Superseded values are not recommended for survey control.
 PT0381
 PT0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0381.See file dsdata.pdf to determine how the superseded data were derived.
 PT0381
 PT0381_MARKER: DB = BENCH MARK DISK
 PT0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0381_STAMPING: B 72 1934
 PT0381_MARK LOGO: CGS
 PT0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0381+STABILITY: SURFACE MOTION
 PT0381
 PT0381  HISTORY     - Date     Condition        Report By
 PT0381  HISTORY     - 1934     MONUMENTED       CGS
 PT0381  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0381
 PT0381                          STATION DESCRIPTION
 PT0381
 PT0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0381'2.1 MI W FROM EAGLE BUTTE.
 PT0381'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0381'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0381'4 MILES SOUTH ALONG STATE HIGHWAY 63, 30 FEET NORTH OF THE
 PT0381'CENTERLINE OF A CROSSROAD, 42 FEET EAST OF THE CENTERLINE
 PT0381'OF THE HIGHWAY, LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 PT0381'OF A CONCRETE POST.
 PT0381
 PT0381                          STATION RECOVERY (1985)
 PT0381
 PT0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0381'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0424 ***********************************************************************
 PT0424  DESIGNATION -  B 73
 PT0424  PID         -  PT0424
 PT0424  STATE/COUNTY-  SD/STANLEY
 PT0424  COUNTRY     -  US
 PT0424  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0424
 PT0424                         *CURRENT SURVEY CONTROL
 PT0424  ______________________________________________________________________
 PT0424* NAD 83(1986) POSITION- 44 24 56.     (N) 101 08 08.     (W)   SCALED
 PT0424* NAVD 88 ORTHO HEIGHT -   637.329 (meters)     2090.97  (feet) ADJUSTED
 PT0424  ______________________________________________________________________
 PT0424  GEOID HEIGHT    -        -22.236 (meters)                     GEOID18
 PT0424  DYNAMIC HEIGHT  -        637.171 (meters)     2090.45  (feet) COMP
 PT0424  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 PT0424
 PT0424  VERT ORDER      -  FIRST     CLASS II
 PT0424
 PT0424.The horizontal coordinates were scaled from a map and have
 PT0424.an estimated accuracy of +/- 6 seconds.
 PT0424
 PT0424.The orthometric height was determined by differential leveling and
 PT0424.adjusted by the NATIONAL GEODETIC SURVEY
 PT0424.in June 1991.
 PT0424
 PT0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0424.GEOID18 height accuracy estimate available here.
 PT0424
 PT0424.Click photographs - Photos may exist for this station.
 PT0424
 PT0424.The dynamic height is computed by dividing the NAVD 88
 PT0424.geopotential number by the normal gravity value computed on the
 PT0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0424.degrees latitude (g = 980.6199 gals.).
 PT0424
 PT0424.The modeled gravity was interpolated from observed gravity values.
 PT0424
 PT0424;                    North         East    Units  Estimated Accuracy
 PT0424;SPC SD S     -   231,640.      536,110.      MT  (+/- 180 meters Scaled)
 PT0424
 PT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ299202(NAD 83)
 PT0424
 PT0424                          SUPERSEDED SURVEY CONTROL
 PT0424
 PT0424  NGVD 29 (??/??/92)  636.820  (m)         2089.30   (f) ADJ UNCH    1 2
 PT0424
 PT0424.Superseded values are not recommended for survey control.
 PT0424
 PT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0424.See file dsdata.pdf to determine how the superseded data were derived.
 PT0424
 PT0424_MARKER: DB = BENCH MARK DISK
 PT0424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0424_SP_SET: CULVERT HEADWALL
 PT0424_STAMPING: B 73 1934
 PT0424_MARK LOGO: CGS
 PT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0424+STABILITY: SURFACE MOTION
 PT0424
 PT0424  HISTORY     - Date     Condition        Report By
 PT0424  HISTORY     - 1934     MONUMENTED       CGS
 PT0424  HISTORY     - 1985     GOOD             NGS
 PT0424
 PT0424                          STATION DESCRIPTION
 PT0424
 PT0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0424'25.4 MI N FROM MIDLAND.
 PT0424'IN STANLEY COUNTY, ABOUT 25.4 MILES NORTH ALONG STATE HIGHWAY
 PT0424'63 FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT A LARGE
 PT0424'CONCRETE BOX CULVERT, IN THE CENTER OF THE WEST CONCRETE HEAD
 PT0424'WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 PT0424'STAMPED B 73 1934.
 PT0424
 PT0424                          STATION RECOVERY (1985)
 PT0424
 PT0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0424'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  40.42 KM
 PT0424'(25.12 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THEIR
 PT0424'JUNCTION AT MIDLAND, IN THE TOP CENTER OF THE WEST HEADWALL FOR A
 PT0424'6- BY 18-FOOT CONCRETE DOUBLE BOX CULVERT, 0.13 KM (0.08 MI) NORTH OF
 PT0424'MILEPOST 122, 4.6 METERS (15 FT) WEST OF THE HIGHWAY CENTERLINE.
 PT0424'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0314 ***********************************************************************
 OS0314  DESIGNATION -  B 74 RESET
 OS0314  PID         -  OS0314
 OS0314  STATE/COUNTY-  SD/JACKSON
 OS0314  COUNTRY     -  US
 OS0314  USGS QUAD   -  STAMFORD NW (2017)
 OS0314
 OS0314                         *CURRENT SURVEY CONTROL
 OS0314  ______________________________________________________________________
 OS0314* NAD 83(1986) POSITION- 43 55 39.     (N) 101 08 38.     (W)   SCALED
 OS0314* NAVD 88 ORTHO HEIGHT -   700.671 (meters)     2298.78  (feet) ADJUSTED
 OS0314  ______________________________________________________________________
 OS0314  GEOID HEIGHT    -        -22.974 (meters)                     GEOID18
 OS0314  DYNAMIC HEIGHT  -        700.445 (meters)     2298.04  (feet) COMP
 OS0314  MODELED GRAVITY -    980,274.2   (mgal)                       NAVD 88
 OS0314
 OS0314  VERT ORDER      -  FIRST     CLASS II
 OS0314
 OS0314.The horizontal coordinates were scaled from a map and have
 OS0314.an estimated accuracy of +/- 6 seconds.
 OS0314
 OS0314.The orthometric height was determined by differential leveling and
 OS0314.adjusted by the NATIONAL GEODETIC SURVEY
 OS0314.in June 1991.
 OS0314
 OS0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0314.GEOID18 height accuracy estimate available here.
 OS0314
 OS0314.Click photographs - Photos may exist for this station.
 OS0314
 OS0314.The dynamic height is computed by dividing the NAVD 88
 OS0314.geopotential number by the normal gravity value computed on the
 OS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0314.degrees latitude (g = 980.6199 gals.).
 OS0314
 OS0314.The modeled gravity was interpolated from observed gravity values.
 OS0314
 OS0314;                    North         East    Units  Estimated Accuracy
 OS0314;SPC SD S     -   177,420.      534,920.      MT  (+/- 180 meters Scaled)
 OS0314
 OS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP279660(NAD 83)
 OS0314
 OS0314                          SUPERSEDED SURVEY CONTROL
 OS0314
 OS0314  NGVD 29 (??/??/??)  700.18   (m)         2297.2    (f) RESET       3  
 OS0314
 OS0314.Superseded values are not recommended for survey control.
 OS0314
 OS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0314.See file dsdata.pdf to determine how the superseded data were derived.
 OS0314
 OS0314_MARKER: DB = BENCH MARK DISK
 OS0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0314_STAMPING: B 74 1934 RESET 1962
 OS0314_MARK LOGO: CGS
 OS0314_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0314+STABILITY: SURFACE MOTION
 OS0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0314+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0314
 OS0314  HISTORY     - Date     Condition        Report By
 OS0314  HISTORY     - 1962     MONUMENTED       CGS
 OS0314  HISTORY     - 1985     GOOD             NGS
 OS0314  HISTORY     - 20130116 GOOD             INDIV
 OS0314
 OS0314                          STATION DESCRIPTION
 OS0314
 OS0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0314'5.2 NW FROM STAMFORD.
 OS0314'0.6 MILE WEST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT
 OS0314'STAMFORD, THENCE NORTH 0.05 MILE, THENCE WEST 2.1 MILES ALONG A
 OS0314'COUNTY ROAD, THENCE 2.4 MILES NORTH ALONG STATE HIGHWAY 63
 OS0314'(PRESENTLY UNDER CONSTRUCTION), 99 FEET EAST OF THE CENTERLINE
 OS0314'OF STATE HIGHWAY 63, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 OS0314'AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.  THE DISK
 OS0314'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 OS0314'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE SURFACE
 OS0314'OF THE GROUND.
 OS0314
 OS0314                          STATION RECOVERY (1985)
 OS0314
 OS0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0314'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.42 KM
 OS0314'(10.20 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF US
 OS0314'HIGHWAY 14 AT MIDLAND, AT THE WEST END OF A CUT, 0.43 KM (0.27 MI)
 OS0314'SOUTH OF A TRANSFORMER STATION, 0.47 KM (0.29 MI) SOUTH OF MILEPOST
 OS0314'87, 30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE, 58.2 METERS
 OS0314'(191 FT) NORTH OF THE EAST END OF A 24-INCH PIPE CULVERT, 33.4 METERS
 OS0314'(109.5 FT) NORTH OF A BRACED POWER POLE WITH TWO GUY WIRES AND 0.3
 OS0314'METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 OS0314'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OS0314'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 OS0314
 OS0314                          STATION RECOVERY (2013)
 OS0314
 OS0314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0326 ***********************************************************************
 PT0326  DESIGNATION -  B 75
 PT0326  PID         -  PT0326
 PT0326  STATE/COUNTY-  SD/STANLEY
 PT0326  COUNTRY     -  US
 PT0326  USGS QUAD   -  HOHRMAN RANCH (2017)
 PT0326
 PT0326                         *CURRENT SURVEY CONTROL
 PT0326  ______________________________________________________________________
 PT0326* NAD 83(1986) POSITION- 44 22 18.     (N) 100 58 53.     (W)   SCALED
 PT0326* NAVD 88 ORTHO HEIGHT -   624.929 (meters)     2050.29  (feet) ADJUSTED
 PT0326  ______________________________________________________________________
 PT0326  GEOID HEIGHT    -        -22.600 (meters)                     GEOID18
 PT0326  DYNAMIC HEIGHT  -        624.778 (meters)     2049.79  (feet) COMP
 PT0326  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 PT0326
 PT0326  VERT ORDER      -  FIRST     CLASS II
 PT0326
 PT0326.The horizontal coordinates were scaled from a map and have
 PT0326.an estimated accuracy of +/- 6 seconds.
 PT0326
 PT0326.The orthometric height was determined by differential leveling and
 PT0326.adjusted by the NATIONAL GEODETIC SURVEY
 PT0326.in October 1997.
 PT0326
 PT0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0326.GEOID18 height accuracy estimate available here.
 PT0326
 PT0326.Click photographs - Photos may exist for this station.
 PT0326
 PT0326.The dynamic height is computed by dividing the NAVD 88
 PT0326.geopotential number by the normal gravity value computed on the
 PT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0326.degrees latitude (g = 980.6199 gals.).
 PT0326
 PT0326.The modeled gravity was interpolated from observed gravity values.
 PT0326
 PT0326;                    North         East    Units  Estimated Accuracy
 PT0326;SPC SD S     -   226,650.      548,350.      MT  (+/- 180 meters Scaled)
 PT0326
 PT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ421150(NAD 83)
 PT0326
 PT0326                          SUPERSEDED SURVEY CONTROL
 PT0326
 PT0326  NAVD 88 (??/??/92)  624.783  (m)         2049.81   (f) SUPERSEDED  1 2
 PT0326  NGVD 29 (??/??/92)  624.340  (m)         2048.36   (f) ADJ UNCH    1 2
 PT0326
 PT0326.Superseded values are not recommended for survey control.
 PT0326
 PT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0326.See file dsdata.pdf to determine how the superseded data were derived.
 PT0326
 PT0326_MARKER: DB = BENCH MARK DISK
 PT0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0326_SP_SET: HEADWALL
 PT0326_STAMPING: B 75 1934
 PT0326_MARK LOGO: CGS
 PT0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0326+STABILITY: SURFACE MOTION
 PT0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0326+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 PT0326
 PT0326  HISTORY     - Date     Condition        Report By
 PT0326  HISTORY     - 1934     MONUMENTED       CGS
 PT0326  HISTORY     - 1977     POOR             USGS
 PT0326  HISTORY     - 19950803 GOOD             NGS
 PT0326
 PT0326                          STATION DESCRIPTION
 PT0326
 PT0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0326'1.9 MI E FROM HAYES.
 PT0326'1.9 MILES EAST ALONG OLD U.S. HIGHWAY 14 FROM HAYES, STANLEY
 PT0326'COUNTY, AT A CULVERT, IN THE TOP OF THE SOUTH CONCRETE HEAD WALL,
 PT0326'1 FOOT WEST OF THE CENTER OF THE HEAD WALL, AND LEVEL WITH THE
 PT0326'OLD HIGHWAY.  A STANDARD DISK, STAMPED B 75 1934.
 PT0326
 PT0326                          STATION RECOVERY (1977)
 PT0326
 PT0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PT0326'MARK RECOVERED IN POOR CONDITION.
 PT0326
 PT0326                          STATION RECOVERY (1995)
 PT0326
 PT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0326'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0326'IN HAYES, IN TOP OF AND 1.3 M (4.3 FT) EAST OF THE WEST END OF THE
 PT0326'SOUTH CONCRETE HEADWALL OF A CULVERT UNDER AN OLD HIGHWAY BED, 110.0 M
 PT0326'(360.9 FT) EAST OF MILEPOST 197, 33.2 M (108.9 FT) NORTH OF THE
 PT0326'HIGHWAY CENTERLINE, AND 4.6 M (15.1 FT) SOUTH OF AND LEVEL WITH THE
 PT0326'CENTER OF THE OLD HIGHWAY BED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0483 ***********************************************************************
 PT0483  DESIGNATION -  B 76 RESET
 PT0483  PID         -  PT0483
 PT0483  STATE/COUNTY-  SD/HAAKON
 PT0483  COUNTRY     -  US
 PT0483  USGS QUAD   -  MIDLAND (2017)
 PT0483
 PT0483                         *CURRENT SURVEY CONTROL
 PT0483  ______________________________________________________________________
 PT0483* NAD 83(1986) POSITION- 44 03 37.     (N) 101 13 59.     (W)   SCALED
 PT0483* NAVD 88 ORTHO HEIGHT -   585.27  (meters)     1920.2   (feet) RESET
 PT0483  ______________________________________________________________________
 PT0483  GEOID HEIGHT    -        -22.634 (meters)                     GEOID18
 PT0483  VERT ORDER      -  THIRD
 PT0483
 PT0483.The horizontal coordinates were scaled from a map and have
 PT0483.an estimated accuracy of +/- 6 seconds.
 PT0483
 PT0483.The orthometric height was computed from unverified reset data.
 PT0483
 PT0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0483.GEOID18 height accuracy estimate available here.
 PT0483
 PT0483.Click photographs - Photos may exist for this station.
 PT0483
 PT0483;                    North         East    Units  Estimated Accuracy
 PT0483;SPC SD S     -   192,240.      527,920.      MT  (+/- 180 meters Scaled)
 PT0483
 PT0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP211809(NAD 83)
 PT0483
 PT0483                          SUPERSEDED SURVEY CONTROL
 PT0483
 PT0483.No superseded survey control is available for this station.
 PT0483
 PT0483_MARKER: DB = BENCH MARK DISK
 PT0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0483_SP_SET: BOX CULVERT
 PT0483_STAMPING: B 76 RESET 1941
 PT0483_MARK LOGO: CGS
 PT0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0483+STABILITY: SURFACE MOTION
 PT0483
 PT0483  HISTORY     - Date     Condition        Report By
 PT0483  HISTORY     - 1941     MONUMENTED       CGS
 PT0483
 PT0483                          STATION DESCRIPTION
 PT0483
 PT0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0483'3.7 MI E FROM NOWLIN.
 PT0483'3.7 MILES EAST ALONG U.S. HIGHWAY 14 FROM NOWLIN, HAAKON COUNTY,
 PT0483'IN NE 1/4 SEC. 9, T.1 N, R 24 E., ABOUT 0.2 MILE NORTH OF THE
 PT0483'CHICAGO AND NORTH WESTERN RAILWAY, AT A CONCRETE BOX CULVERT, AND
 PT0483'IN THE SOUTH PARAPET WALL.  A STANDARD DISK, STAMPED B 76 RESET
 PT0483'1941.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0141 ***********************************************************************
 PS0141  DESIGNATION -  B 79
 PS0141  PID         -  PS0141
 PS0141  STATE/COUNTY-  SD/BUFFALO
 PS0141  COUNTRY     -  US
 PS0141  USGS QUAD   -  GANNVALLEY (2017)
 PS0141
 PS0141                         *CURRENT SURVEY CONTROL
 PS0141  ______________________________________________________________________
 PS0141* NAD 83(1986) POSITION- 44 06 12.     (N) 098 59 11.     (W)   SCALED
 PS0141* NAVD 88 ORTHO HEIGHT -   503.995 (meters)     1653.52  (feet) ADJUSTED
 PS0141  ______________________________________________________________________
 PS0141  GEOID HEIGHT    -        -25.071 (meters)                     GEOID18
 PS0141  DYNAMIC HEIGHT  -        503.874 (meters)     1653.13  (feet) COMP
 PS0141  MODELED GRAVITY -    980,363.8   (mgal)                       NAVD 88
 PS0141
 PS0141  VERT ORDER      -  SECOND    CLASS 0
 PS0141
 PS0141.The horizontal coordinates were scaled from a map and have
 PS0141.an estimated accuracy of +/- 6 seconds.
 PS0141
 PS0141.The orthometric height was determined by differential leveling and
 PS0141.adjusted by the NATIONAL GEODETIC SURVEY
 PS0141.in June 1991.
 PS0141
 PS0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0141.GEOID18 height accuracy estimate available here.
 PS0141
 PS0141.Click photographs - Photos may exist for this station.
 PS0141
 PS0141.The dynamic height is computed by dividing the NAVD 88
 PS0141.geopotential number by the normal gravity value computed on the
 PS0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0141.degrees latitude (g = 980.6199 gals.).
 PS0141
 PS0141.The modeled gravity was interpolated from observed gravity values.
 PS0141
 PS0141;                    North         East    Units  Estimated Accuracy
 PS0141;SPC SD S     -   197,510.      707,840.      MT  (+/- 180 meters Scaled)
 PS0141
 PS0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010833(NAD 83)
 PS0141
 PS0141                          SUPERSEDED SURVEY CONTROL
 PS0141
 PS0141  NGVD 29 (??/??/92)  503.63   (m)         1652.3    (f) COMPUTED    2 0
 PS0141
 PS0141.Superseded values are not recommended for survey control.
 PS0141
 PS0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0141.See file dsdata.pdf to determine how the superseded data were derived.
 PS0141
 PS0141_MARKER: DB = BENCH MARK DISK
 PS0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0141_SP_SET: BRIDGE
 PS0141_STAMPING: B 79 1934
 PS0141_MARK LOGO: CGS
 PS0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0141
 PS0141  HISTORY     - Date     Condition        Report By
 PS0141  HISTORY     - 1934     MONUMENTED       CGS
 PS0141
 PS0141                          STATION DESCRIPTION
 PS0141
 PS0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0141'4.9 MI N FROM GANN VALLEY.
 PS0141'4.9 MILES NORTH OF POST OFFICE AT GANN VALLEY.  ALONG STATE
 PS0141'HIGHWAY 45 AT 48 FOOT CONCRETE BRIDGE 350 FEET SOUTH OF PRIVATE
 PS0141'ENTRANCE.  SET IN THE CENTER OF THE NORTHEAST WINGWALL, 3.5 FEET
 PS0141'ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0142 ***********************************************************************
 PS0142  DESIGNATION -  B 79 RESET
 PS0142  PID         -  PS0142
 PS0142  STATE/COUNTY-  SD/BUFFALO
 PS0142  COUNTRY     -  US
 PS0142  USGS QUAD   -  GANNVALLEY (2017)
 PS0142
 PS0142                         *CURRENT SURVEY CONTROL
 PS0142  ______________________________________________________________________
 PS0142* NAD 83(1986) POSITION- 44 06 13.     (N) 098 59 11.     (W)   SCALED
 PS0142* NAVD 88 ORTHO HEIGHT -   503.94  (+/-2cm)     1653.3   (feet) VERTCON3
 PS0142  ______________________________________________________________________
 PS0142  GEOID HEIGHT    -        -25.070 (meters)                     GEOID18
 PS0142  VERT ORDER      -  THIRD (See Below)
 PS0142
 PS0142.The horizontal coordinates were scaled from a map and have
 PS0142.an estimated accuracy of +/- 6 seconds.
 PS0142
 PS0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0142
 PS0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0142.GEOID18 height accuracy estimate available here.
 PS0142
 PS0142.The vertical order pertains to the NGVD 29 superseded value.
 PS0142
 PS0142.Click photographs - Photos may exist for this station.
 PS0142
 PS0142;                    North         East    Units  Estimated Accuracy
 PS0142;SPC SD S     -   197,540.      707,830.      MT  (+/- 180 meters Scaled)
 PS0142
 PS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010833(NAD 83)
 PS0142
 PS0142                          SUPERSEDED SURVEY CONTROL
 PS0142
 PS0142  NGVD 29 (??/??/??)  503.59   (m)         1652.2    (f) RESET       3  
 PS0142
 PS0142.Superseded values are not recommended for survey control.
 PS0142
 PS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0142.See file dsdata.pdf to determine how the superseded data were derived.
 PS0142
 PS0142_MARKER: DB = BENCH MARK DISK
 PS0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0142_SP_SET: BRIDGE
 PS0142_STAMPING: B 79 RESET 1958
 PS0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0142
 PS0142  HISTORY     - Date     Condition        Report By
 PS0142  HISTORY     - 1958     MONUMENTED       SDHD
 PS0142
 PS0142                          STATION DESCRIPTION
 PS0142
 PS0142'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1958
 PS0142'4.9 MI N FROM GANN VALLEY.
 PS0142'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST
 PS0142'OFFICE AT GANN VALLEY, BUFFALO COUNTY, ABOUT 350 FEET SOUTH OF
 PS0142'A PRIVATE ENTRANCE, AT A 54 FOOT CONCRETE BRIDGE, IN THE TOP
 PS0142'SOUTHEAST WING WALL, 18 FEET EAST OF THE CENTERLINE OF THE
 PS0142'HIGHWAY AND ONE FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 PS0142'STAMPED B 79 RESET 1958.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0416 ***********************************************************************
 OR0416  DESIGNATION -  B 8
 OR0416  PID         -  OR0416
 OR0416  STATE/COUNTY-  SD/LYMAN
 OR0416  COUNTRY     -  US
 OR0416  USGS QUAD   -  OACOMA (2017)
 OR0416
 OR0416                         *CURRENT SURVEY CONTROL
 OR0416  ______________________________________________________________________
 OR0416* NAD 83(1986) POSITION- 43 47 49.9    (N) 099 23 48.1    (W)   HD_HELD2
 OR0416* NAVD 88 ORTHO HEIGHT -   423.991 (meters)     1391.04  (feet) ADJUSTED
 OR0416  ______________________________________________________________________
 OR0416  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 OR0416  DYNAMIC HEIGHT  -        423.882 (meters)     1390.69  (feet) COMP
 OR0416  MODELED GRAVITY -    980,351.3   (mgal)                       NAVD 88
 OR0416
 OR0416  VERT ORDER      -  FIRST     CLASS II
 OR0416
 OR0416.The horizontal coordinates were established by autonomous hand held GPS
 OR0416.observations and have an estimated accuracy of +/- 10 meters.
 OR0416
 OR0416.The orthometric height was determined by differential leveling and
 OR0416.adjusted by the NATIONAL GEODETIC SURVEY
 OR0416.in June 1991.
 OR0416
 OR0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0416.GEOID18 height accuracy estimate available here.
 OR0416
 OR0416.Click photographs - Photos may exist for this station.
 OR0416
 OR0416.The dynamic height is computed by dividing the NAVD 88
 OR0416.geopotential number by the normal gravity value computed on the
 OR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0416.degrees latitude (g = 980.6199 gals.).
 OR0416
 OR0416.The modeled gravity was interpolated from observed gravity values.
 OR0416
 OR0416;                    North         East    Units  Estimated Accuracy
 OR0416;SPC SD S     -   163,048.      675,371.      MT  (+/- 10 meters HH2 GPS)
 OR0416
 OR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6808749424(NAD 83)
 OR0416
 OR0416                          SUPERSEDED SURVEY CONTROL
 OR0416
 OR0416  NGVD 29 (??/??/92)  423.665  (m)         1389.97   (f) ADJ UNCH    1 2
 OR0416
 OR0416.Superseded values are not recommended for survey control.
 OR0416
 OR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0416.See file dsdata.pdf to determine how the superseded data were derived.
 OR0416
 OR0416_MARKER: DB = BENCH MARK DISK
 OR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0416_STAMPING: B 8 1925
 OR0416_MARK LOGO: CGS
 OR0416_PROJECTION: FLUSH
 OR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0416+STABILITY: SURFACE MOTION
 OR0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0416+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 OR0416
 OR0416  HISTORY     - Date     Condition        Report By
 OR0416  HISTORY     - 1925     MONUMENTED       CGS
 OR0416  HISTORY     - 1946     GOOD             CGS
 OR0416  HISTORY     - 19910627 GOOD             NGS
 OR0416  HISTORY     - 20050713 GOOD             GEOCAC
 OR0416
 OR0416                          STATION DESCRIPTION
 OR0416
 OR0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0416'AT OACOMA.
 OR0416'AT OACOMA, LYMAN COUNTY, AT THE THIRD STREET-CROSSING WEST OF
 OR0416'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION,
 OR0416'58.4 FEET EAST OF THE CENTER LINE OF THE STREET, AND 20.7 FEET
 OR0416'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 OR0416'B 8 1925 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0416'1 INCH ABOVE GROUND.
 OR0416
 OR0416                          STATION RECOVERY (1946)
 OR0416
 OR0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OR0416'RECOVERED IN GOOD CONDITION.
 OR0416
 OR0416                          STATION RECOVERY (1991)
 OR0416
 OR0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0416'IN OACOMA, AT THE INTERSECTION OF LIECHTENSTEIN AVENUE AND WEST FIRST
 OR0416'STREET, 255.5 M (838.3 FT) NORTH OF THE STREET CENTER, 18.5 M (60.7
 OR0416'FT) EAST OF AND LEVEL WITH THE CENTER OF THE AVENUE, 14.4 M (47.2 FT)
 OR0416'NORTHEAST OF UTILITY POLE NUMBER 26-7 WITH A GUY CABLE AND
 OR0416'TRANSFORMER, 9.1 M (29.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 OR0416'METAL BUILDING, 5.5 M (18.0 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA
 OR0416'SOUTHERN RAILROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR0416
 OR0416                          STATION RECOVERY (2005)
 OR0416
 OR0416'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR0416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0099 ***********************************************************************
 OT0099  DESIGNATION -  B 8 K
 OT0099  PID         -  OT0099
 OT0099  STATE/COUNTY-  SD/PENNINGTON
 OT0099  COUNTRY     -  US
 OT0099  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0099
 OT0099                         *CURRENT SURVEY CONTROL
 OT0099  ______________________________________________________________________
 OT0099* NAD 83(1986) POSITION- 43 56 14.     (N) 102 19 42.     (W)   SCALED
 OT0099* NAVD 88 ORTHO HEIGHT -   893.143 (meters)     2930.25  (feet) ADJUSTED
 OT0099  ______________________________________________________________________
 OT0099  GEOID HEIGHT    -        -18.729 (meters)                     GEOID18
 OT0099  DYNAMIC HEIGHT  -        892.859 (meters)     2929.32  (feet) COMP
 OT0099  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 OT0099
 OT0099  VERT ORDER      -  SECOND    CLASS 0
 OT0099
 OT0099.The horizontal coordinates were scaled from a map and have
 OT0099.an estimated accuracy of +/- 6 seconds.
 OT0099
 OT0099.The orthometric height was determined by differential leveling and
 OT0099.adjusted by the NATIONAL GEODETIC SURVEY
 OT0099.in June 1991.
 OT0099
 OT0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0099.GEOID18 height accuracy estimate available here.
 OT0099
 OT0099.Click photographs - Photos may exist for this station.
 OT0099
 OT0099.The dynamic height is computed by dividing the NAVD 88
 OT0099.geopotential number by the normal gravity value computed on the
 OT0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0099.degrees latitude (g = 980.6199 gals.).
 OT0099
 OT0099.The modeled gravity was interpolated from observed gravity values.
 OT0099
 OT0099;                    North         East    Units  Estimated Accuracy
 OT0099;SPC SD S     -   180,100.      439,850.      MT  (+/- 180 meters Scaled)
 OT0099
 OT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ144683(NAD 83)
 OT0099
 OT0099                          SUPERSEDED SURVEY CONTROL
 OT0099
 OT0099  NGVD 29 (??/??/92)  892.68   (m)         2928.7    (f) COMPUTED    2 0
 OT0099
 OT0099.Superseded values are not recommended for survey control.
 OT0099
 OT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0099.See file dsdata.pdf to determine how the superseded data were derived.
 OT0099
 OT0099_MARKER: DS = TRIANGULATION STATION DISK
 OT0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0099_STAMPING: B 8 K 1961
 OT0099_MARK LOGO: CGS
 OT0099_PROJECTION: FLUSH
 OT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0099+STABILITY: SURFACE MOTION
 OT0099
 OT0099  HISTORY     - Date     Condition        Report By
 OT0099  HISTORY     - 1961     MONUMENTED       CGS
 OT0099  HISTORY     - 1962     GOOD             CGS
 OT0099
 OT0099                          STATION DESCRIPTION
 OT0099
 OT0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0099'17 MI SE FROM WASTA.
 OT0099'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0099'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0099'GRAVELED ROAD, THENCE 4.0 MILES SOUTH-SOUTHWEST ALONG A WINDING,
 OT0099'PARTIALLY GRAVELED, AND GRADED DIRT ROAD, THENCE 1.55 MILES EAST
 OT0099'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 OT0099'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.75
 OT0099'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST-SOUTHEAST
 OT0099'ACROSS COUNTRY IN SECTION 21, T 2 S, R 15 E, 0.25 MILE
 OT0099'WEST-NORTHWEST OF A FENCE CORNER, 0.15 MILE NORTH OF AN EAST-WEST
 OT0099'FENCE, 46.9 FEET NORTH OF B 8 K R.M. 2, 50.8 FEET WEST OF B 8 K
 OT0099'R.M. 1, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OT0099'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0100 ***********************************************************************
 OT0100  DESIGNATION -  B 8 K RM 1
 OT0100  PID         -  OT0100
 OT0100  STATE/COUNTY-  SD/PENNINGTON
 OT0100  COUNTRY     -  US
 OT0100  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0100
 OT0100                         *CURRENT SURVEY CONTROL
 OT0100  ______________________________________________________________________
 OT0100* NAD 83(1986) POSITION- 43 56 14.     (N) 102 19 41.     (W)   SCALED
 OT0100* NAVD 88 ORTHO HEIGHT -   893.117 (meters)     2930.17  (feet) ADJUSTED
 OT0100  ______________________________________________________________________
 OT0100  GEOID HEIGHT    -        -18.729 (meters)                     GEOID18
 OT0100  DYNAMIC HEIGHT  -        892.833 (meters)     2929.24  (feet) COMP
 OT0100  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 OT0100
 OT0100  VERT ORDER      -  SECOND    CLASS 0
 OT0100
 OT0100.The horizontal coordinates were scaled from a map and have
 OT0100.an estimated accuracy of +/- 6 seconds.
 OT0100
 OT0100.The orthometric height was determined by differential leveling and
 OT0100.adjusted by the NATIONAL GEODETIC SURVEY
 OT0100.in June 1991.
 OT0100
 OT0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0100.GEOID18 height accuracy estimate available here.
 OT0100
 OT0100.Click photographs - Photos may exist for this station.
 OT0100
 OT0100.The dynamic height is computed by dividing the NAVD 88
 OT0100.geopotential number by the normal gravity value computed on the
 OT0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0100.degrees latitude (g = 980.6199 gals.).
 OT0100
 OT0100.The modeled gravity was interpolated from observed gravity values.
 OT0100
 OT0100;                    North         East    Units  Estimated Accuracy
 OT0100;SPC SD S     -   180,100.      439,870.      MT  (+/- 180 meters Scaled)
 OT0100
 OT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ144683(NAD 83)
 OT0100
 OT0100                          SUPERSEDED SURVEY CONTROL
 OT0100
 OT0100  NGVD 29 (??/??/92)  892.66   (m)         2928.7    (f) COMPUTED    2 0
 OT0100
 OT0100.Superseded values are not recommended for survey control.
 OT0100
 OT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0100.See file dsdata.pdf to determine how the superseded data were derived.
 OT0100
 OT0100_MARKER: DR = REFERENCE MARK DISK
 OT0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0100_STAMPING: B 8 K NO 1 1961
 OT0100_MARK LOGO: CGS
 OT0100_PROJECTION: FLUSH
 OT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0100+STABILITY: SURFACE MOTION
 OT0100
 OT0100  HISTORY     - Date     Condition        Report By
 OT0100  HISTORY     - 1961     MONUMENTED       CGS
 OT0100  HISTORY     - 1962     GOOD             CGS
 OT0100
 OT0100                          STATION DESCRIPTION
 OT0100
 OT0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0100'17 MI SE FROM WASTA.
 OT0100'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0100'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0100'GRAVELED ROAD, THENCE 4.0 MILES SOUTH-SOUTHWEST ALONG A WINDING,
 OT0100'PARTIALLY GRAVELED, AND GRADED DIRT ROAD, THENCE 1.55 MILES EAST
 OT0100'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 OT0100'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.75
 OT0100'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST-SOUTHEAST
 OT0100'ACROSS COUNTRY IN SECTION 21, T 2 S, R 15 E, 0.25 MILE
 OT0100'WEST-NORTHWEST OF A FENCE CORNER, 0.15 MILE NORTH OF A EAST-WEST
 OT0100'FENCE, 50.8 FEET EAST OF B 8 K 1961, AND SET IN THE TOP OF A
 OT0100'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0101 ***********************************************************************
 OT0101  DESIGNATION -  B 8 K RM 2
 OT0101  PID         -  OT0101
 OT0101  STATE/COUNTY-  SD/PENNINGTON
 OT0101  COUNTRY     -  US
 OT0101  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0101
 OT0101                         *CURRENT SURVEY CONTROL
 OT0101  ______________________________________________________________________
 OT0101* NAD 83(1986) POSITION- 43 56 13.     (N) 102 19 42.     (W)   SCALED
 OT0101* NAVD 88 ORTHO HEIGHT -   892.880 (meters)     2929.39  (feet) ADJUSTED
 OT0101  ______________________________________________________________________
 OT0101  GEOID HEIGHT    -        -18.729 (meters)                     GEOID18
 OT0101  DYNAMIC HEIGHT  -        892.596 (meters)     2928.46  (feet) COMP
 OT0101  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OT0101
 OT0101  VERT ORDER      -  SECOND    CLASS 0
 OT0101
 OT0101.The horizontal coordinates were scaled from a map and have
 OT0101.an estimated accuracy of +/- 6 seconds.
 OT0101
 OT0101.The orthometric height was determined by differential leveling and
 OT0101.adjusted by the NATIONAL GEODETIC SURVEY
 OT0101.in June 1991.
 OT0101
 OT0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0101.GEOID18 height accuracy estimate available here.
 OT0101
 OT0101.Click photographs - Photos may exist for this station.
 OT0101
 OT0101.The dynamic height is computed by dividing the NAVD 88
 OT0101.geopotential number by the normal gravity value computed on the
 OT0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0101.degrees latitude (g = 980.6199 gals.).
 OT0101
 OT0101.The modeled gravity was interpolated from observed gravity values.
 OT0101
 OT0101;                    North         East    Units  Estimated Accuracy
 OT0101;SPC SD S     -   180,070.      439,850.      MT  (+/- 180 meters Scaled)
 OT0101
 OT0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ144683(NAD 83)
 OT0101
 OT0101                          SUPERSEDED SURVEY CONTROL
 OT0101
 OT0101  NGVD 29 (??/??/92)  892.42   (m)         2927.9    (f) COMPUTED    2 0
 OT0101
 OT0101.Superseded values are not recommended for survey control.
 OT0101
 OT0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0101.See file dsdata.pdf to determine how the superseded data were derived.
 OT0101
 OT0101_MARKER: DR = REFERENCE MARK DISK
 OT0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0101_STAMPING: B 8 K NO 2 1961
 OT0101_MARK LOGO: CGS
 OT0101_PROJECTION: FLUSH
 OT0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0101+STABILITY: SURFACE MOTION
 OT0101
 OT0101  HISTORY     - Date     Condition        Report By
 OT0101  HISTORY     - 1961     MONUMENTED       CGS
 OT0101  HISTORY     - 1962     GOOD             CGS
 OT0101
 OT0101                          STATION DESCRIPTION
 OT0101
 OT0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0101'17 MI SE FROM WASTA.
 OT0101'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0101'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0101'GRAVELED ROAD, THENCE 4.0 MILES SOUTH-SOUTHWEST ALONG A WINDING,
 OT0101'PARTIALLY GRAVELED, AND GRADED DIRT ROAD, THENCE 1.55 MILES EAST
 OT0101'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 OT0101'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.75
 OT0101'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST-SOUTHEAST
 OT0101'ACROSS COUNTRY IN SECTION 21, T 2 S, R 15 E, 0.25 MILE
 OT0101'WEST-NORTHWEST OF A FENCE CORNER, 0.15 MILE NORTH OF AN EAST-WEST
 OT0101'FENCE, 46.9 FEET SOUTH OF B 8 K 1961, AND SET IN THE TOP OF A
 OT0101'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0095 ***********************************************************************
 OT0095  DESIGNATION -  B 8 L
 OT0095  PID         -  OT0095
 OT0095  STATE/COUNTY-  SD/PENNINGTON
 OT0095  COUNTRY     -  US
 OT0095  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0095
 OT0095                         *CURRENT SURVEY CONTROL
 OT0095  ______________________________________________________________________
 OT0095* NAD 83(1986) POSITION- 43 56 33.     (N) 102 20 14.     (W)   SCALED
 OT0095* NAVD 88 ORTHO HEIGHT -   890.049 (meters)     2920.10  (feet) ADJUSTED
 OT0095  ______________________________________________________________________
 OT0095  GEOID HEIGHT    -        -18.703 (meters)                     GEOID18
 OT0095  DYNAMIC HEIGHT  -        889.768 (meters)     2919.18  (feet) COMP
 OT0095  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 OT0095
 OT0095  VERT ORDER      -  SECOND    CLASS 0
 OT0095
 OT0095.The horizontal coordinates were scaled from a map and have
 OT0095.an estimated accuracy of +/- 6 seconds.
 OT0095
 OT0095.The orthometric height was determined by differential leveling and
 OT0095.adjusted by the NATIONAL GEODETIC SURVEY
 OT0095.in June 1991.
 OT0095
 OT0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0095.GEOID18 height accuracy estimate available here.
 OT0095
 OT0095.Click photographs - Photos may exist for this station.
 OT0095
 OT0095.The dynamic height is computed by dividing the NAVD 88
 OT0095.geopotential number by the normal gravity value computed on the
 OT0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0095.degrees latitude (g = 980.6199 gals.).
 OT0095
 OT0095.The modeled gravity was interpolated from observed gravity values.
 OT0095
 OT0095;                    North         East    Units  Estimated Accuracy
 OT0095;SPC SD S     -   180,710.      439,150.      MT  (+/- 180 meters Scaled)
 OT0095
 OT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136689(NAD 83)
 OT0095
 OT0095                          SUPERSEDED SURVEY CONTROL
 OT0095
 OT0095  NGVD 29 (??/??/92)  889.59   (m)         2918.6    (f) COMPUTED    2 0
 OT0095
 OT0095.Superseded values are not recommended for survey control.
 OT0095
 OT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0095.See file dsdata.pdf to determine how the superseded data were derived.
 OT0095
 OT0095_MARKER: DS = TRIANGULATION STATION DISK
 OT0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0095_STAMPING: B 8 L 1961
 OT0095_MARK LOGO: CGS
 OT0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0095+STABILITY: SURFACE MOTION
 OT0095
 OT0095  HISTORY     - Date     Condition        Report By
 OT0095  HISTORY     - 1961     MONUMENTED       CGS
 OT0095  HISTORY     - 1962     GOOD             CGS
 OT0095
 OT0095                          STATION DESCRIPTION
 OT0095
 OT0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0095'16.4 MI SE FROM WASTA.
 OT0095'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0095'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 OT0095'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0095'SOUTH-SOUTHWEST ALONG A WINDING, PARTIALLY GRAVELED, AND GRADED
 OT0095'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, THENCE
 OT0095'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES SOUTH ALONG
 OT0095'A GRAVELED ROAD IN SECTION 21, T 1 S, R 15 E, 345 FEET SOUTHWEST
 OT0095'OF THE SOUTHWEST EDGE OF A SMALL STOCK POND, ON THE CREST OF A
 OT0095'SMALL RISE, 250 FEET EAST OF THE CENTER LINE OF THE ROAD, 249
 OT0095'FEET EAST-SOUTHEAST OF A POWER POLE, 227 FEET EAST OF A FENCE,
 OT0095'59.0 FEET NORTH-NORTHWEST OF B 8 L R.M. 1, 53.6 FEET NORTH-NORTHEAST
 OT0095'OF B 8 L R.M. 2, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0095'2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0093 ***********************************************************************
 OT0093  DESIGNATION -  B 8 L AZ MK
 OT0093  PID         -  OT0093
 OT0093  STATE/COUNTY-  SD/PENNINGTON
 OT0093  COUNTRY     -  US
 OT0093  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0093
 OT0093                         *CURRENT SURVEY CONTROL
 OT0093  ______________________________________________________________________
 OT0093* NAD 83(1986) POSITION- 43 57 39.     (N) 102 20 15.     (W)   SCALED
 OT0093* NAVD 88 ORTHO HEIGHT -   895.670 (meters)     2938.54  (feet) ADJUSTED
 OT0093  ______________________________________________________________________
 OT0093  GEOID HEIGHT    -        -18.700 (meters)                     GEOID18
 OT0093  DYNAMIC HEIGHT  -        895.390 (meters)     2937.63  (feet) COMP
 OT0093  MODELED GRAVITY -    980,275.9   (mgal)                       NAVD 88
 OT0093
 OT0093  VERT ORDER      -  SECOND    CLASS 0
 OT0093
 OT0093.The horizontal coordinates were scaled from a map and have
 OT0093.an estimated accuracy of +/- 6 seconds.
 OT0093
 OT0093.The orthometric height was determined by differential leveling and
 OT0093.adjusted by the NATIONAL GEODETIC SURVEY
 OT0093.in June 1991.
 OT0093
 OT0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0093.GEOID18 height accuracy estimate available here.
 OT0093
 OT0093.Click photographs - Photos may exist for this station.
 OT0093
 OT0093.The dynamic height is computed by dividing the NAVD 88
 OT0093.geopotential number by the normal gravity value computed on the
 OT0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0093.degrees latitude (g = 980.6199 gals.).
 OT0093
 OT0093.The modeled gravity was interpolated from observed gravity values.
 OT0093
 OT0093;                    North         East    Units  Estimated Accuracy
 OT0093;SPC SD S     -   182,740.      439,180.      MT  (+/- 180 meters Scaled)
 OT0093
 OT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136709(NAD 83)
 OT0093
 OT0093                          SUPERSEDED SURVEY CONTROL
 OT0093
 OT0093  NGVD 29 (??/??/92)  895.21   (m)         2937.0    (f) COMPUTED    2 0
 OT0093
 OT0093.Superseded values are not recommended for survey control.
 OT0093
 OT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0093.See file dsdata.pdf to determine how the superseded data were derived.
 OT0093
 OT0093_MARKER: DZ = AZIMUTH MARK DISK
 OT0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0093_STAMPING: B 8 L 1961
 OT0093_MARK LOGO: CGS
 OT0093_PROJECTION: FLUSH
 OT0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0093+STABILITY: SURFACE MOTION
 OT0093
 OT0093  HISTORY     - Date     Condition        Report By
 OT0093  HISTORY     - 1961     MONUMENTED       CGS
 OT0093
 OT0093                          STATION DESCRIPTION
 OT0093
 OT0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OT0093'15.2 MI SE FROM WASTA.
 OT0093'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0093'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 OT0093'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0093'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0093'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, THENCE
 OT0093'1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1 MILE EAST ALONG A
 OT0093'GRAVELED ROAD, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD,
 OT0093'68 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 OT0093'BLOCK BUILDING SOUTH OF A STEEL MICRO WAVE TOWER, 3 FEET EAST
 OT0093'OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 OT0093'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0096 ***********************************************************************
 OT0096  DESIGNATION -  B 8 L RM 1
 OT0096  PID         -  OT0096
 OT0096  STATE/COUNTY-  SD/PENNINGTON
 OT0096  COUNTRY     -  US
 OT0096  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0096
 OT0096                         *CURRENT SURVEY CONTROL
 OT0096  ______________________________________________________________________
 OT0096* NAD 83(1986) POSITION- 43 56 32.     (N) 102 20 13.     (W)   SCALED
 OT0096* NAVD 88 ORTHO HEIGHT -   890.003 (meters)     2919.95  (feet) ADJUSTED
 OT0096  ______________________________________________________________________
 OT0096  GEOID HEIGHT    -        -18.704 (meters)                     GEOID18
 OT0096  DYNAMIC HEIGHT  -        889.722 (meters)     2919.03  (feet) COMP
 OT0096  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 OT0096
 OT0096  VERT ORDER      -  SECOND    CLASS 0
 OT0096
 OT0096.The horizontal coordinates were scaled from a map and have
 OT0096.an estimated accuracy of +/- 6 seconds.
 OT0096
 OT0096.The orthometric height was determined by differential leveling and
 OT0096.adjusted by the NATIONAL GEODETIC SURVEY
 OT0096.in June 1991.
 OT0096
 OT0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0096.GEOID18 height accuracy estimate available here.
 OT0096
 OT0096.Click photographs - Photos may exist for this station.
 OT0096
 OT0096.The dynamic height is computed by dividing the NAVD 88
 OT0096.geopotential number by the normal gravity value computed on the
 OT0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0096.degrees latitude (g = 980.6199 gals.).
 OT0096
 OT0096.The modeled gravity was interpolated from observed gravity values.
 OT0096
 OT0096;                    North         East    Units  Estimated Accuracy
 OT0096;SPC SD S     -   180,680.      439,170.      MT  (+/- 180 meters Scaled)
 OT0096
 OT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ137689(NAD 83)
 OT0096
 OT0096                          SUPERSEDED SURVEY CONTROL
 OT0096
 OT0096  NGVD 29 (??/??/92)  889.54   (m)         2918.4    (f) COMPUTED    2 0
 OT0096
 OT0096.Superseded values are not recommended for survey control.
 OT0096
 OT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0096.See file dsdata.pdf to determine how the superseded data were derived.
 OT0096
 OT0096_MARKER: DR = REFERENCE MARK DISK
 OT0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0096_STAMPING: B 8 L NO 1 1961
 OT0096_MARK LOGO: CGS
 OT0096_PROJECTION: FLUSH
 OT0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0096+STABILITY: SURFACE MOTION
 OT0096
 OT0096  HISTORY     - Date     Condition        Report By
 OT0096  HISTORY     - 1961     MONUMENTED       CGS
 OT0096  HISTORY     - 1962     GOOD             CGS
 OT0096
 OT0096                          STATION DESCRIPTION
 OT0096
 OT0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0096'16.4 MI SE FROM WASTA.
 OT0096'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0096'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0096'GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0096'SOUTH-SOUTHWEST ALONG A WINDING, PARTIALLY GRAVELED, AND GRADED
 OT0096'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, THENCE
 OT0096'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG
 OT0096'A GRAVELED ROAD, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD
 OT0096'IN SECTION 21, T 1 S, R 15 E, 277 1/2 FEET EAST OF A FENCE,
 OT0096'59.0 FEET SOUTH-SOUTHEAST OF B 8 L 1961, AND SET IN THE TOP OF
 OT0096'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0097 ***********************************************************************
 OT0097  DESIGNATION -  B 8 L RM 2
 OT0097  PID         -  OT0097
 OT0097  STATE/COUNTY-  SD/PENNINGTON
 OT0097  COUNTRY     -  US
 OT0097  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0097
 OT0097                         *CURRENT SURVEY CONTROL
 OT0097  ______________________________________________________________________
 OT0097* NAD 83(1986) POSITION- 43 56 32.     (N) 102 20 16.     (W)   SCALED
 OT0097* NAVD 88 ORTHO HEIGHT -   889.748 (meters)     2919.11  (feet) ADJUSTED
 OT0097  ______________________________________________________________________
 OT0097  GEOID HEIGHT    -        -18.701 (meters)                     GEOID18
 OT0097  DYNAMIC HEIGHT  -        889.466 (meters)     2918.19  (feet) COMP
 OT0097  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 OT0097
 OT0097  VERT ORDER      -  SECOND    CLASS 0
 OT0097
 OT0097.The horizontal coordinates were scaled from a map and have
 OT0097.an estimated accuracy of +/- 6 seconds.
 OT0097
 OT0097.The orthometric height was determined by differential leveling and
 OT0097.adjusted by the NATIONAL GEODETIC SURVEY
 OT0097.in June 1991.
 OT0097
 OT0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0097.GEOID18 height accuracy estimate available here.
 OT0097
 OT0097.Click photographs - Photos may exist for this station.
 OT0097
 OT0097.The dynamic height is computed by dividing the NAVD 88
 OT0097.geopotential number by the normal gravity value computed on the
 OT0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0097.degrees latitude (g = 980.6199 gals.).
 OT0097
 OT0097.The modeled gravity was interpolated from observed gravity values.
 OT0097
 OT0097;                    North         East    Units  Estimated Accuracy
 OT0097;SPC SD S     -   180,680.      439,100.      MT  (+/- 180 meters Scaled)
 OT0097
 OT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136689(NAD 83)
 OT0097
 OT0097                          SUPERSEDED SURVEY CONTROL
 OT0097
 OT0097  NGVD 29 (??/??/92)  889.29   (m)         2917.6    (f) COMPUTED    2 0
 OT0097
 OT0097.Superseded values are not recommended for survey control.
 OT0097
 OT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0097.See file dsdata.pdf to determine how the superseded data were derived.
 OT0097
 OT0097_MARKER: DR = REFERENCE MARK DISK
 OT0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0097_STAMPING: B 8 L NO 2 1961
 OT0097_MARK LOGO: CGS
 OT0097_PROJECTION: FLUSH
 OT0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0097+STABILITY: SURFACE MOTION
 OT0097
 OT0097  HISTORY     - Date     Condition        Report By
 OT0097  HISTORY     - 1961     MONUMENTED       CGS
 OT0097  HISTORY     - 1962     GOOD             CGS
 OT0097
 OT0097                          STATION DESCRIPTION
 OT0097
 OT0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0097'16.4 MI SE FROM WASTA.
 OT0097'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0097'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0097'GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0097'SOUTH-SOUTHWEST ALONG A WINDING, PARTIALLY GRAVELED, AND GRADED
 OT0097'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, THENCE
 OT0097'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG
 OT0097'A GRAVELED ROAD, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD
 OT0097'IN SECTION 21, T 1 S, R 15 E, 231 EAST OF THE CENTER LINE OF
 OT0097'THE ROAD, 201 FEET EAST OF A FENCE, 53.6 FEET SOUTH-SOUTHWEST
 OT0097'OF B 8 L 1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 OT0097'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0266 ***********************************************************************
 PS0266  DESIGNATION -  B 80 RESET
 PS0266  PID         -  PS0266
 PS0266  STATE/COUNTY-  SD/HAND
 PS0266  COUNTRY     -  US
 PS0266  USGS QUAD   -  MILLER NW (2017)
 PS0266
 PS0266                         *CURRENT SURVEY CONTROL
 PS0266  ______________________________________________________________________
 PS0266* NAD 83(1986) POSITION- 44 39 52.63   (N) 098 59 19.33   (W)   HD_HELD1
 PS0266* NAVD 88 ORTHO HEIGHT -   458.760 (meters)     1505.12  (feet) ADJUSTED
 PS0266  ______________________________________________________________________
 PS0266  GEOID HEIGHT    -        -24.327 (meters)                     GEOID18
 PS0266  DYNAMIC HEIGHT  -        458.683 (meters)     1504.86  (feet) COMP
 PS0266  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 PS0266
 PS0266  VERT ORDER      -  FIRST     CLASS II
 PS0266
 PS0266.The horizontal coordinates were determined by differentially corrected
 PS0266.hand held GPS observations or other comparable positioning techniques
 PS0266.and have an estimated accuracy of +/- 3 meters.
 PS0266
 PS0266.The orthometric height was determined by differential leveling and
 PS0266.adjusted by the NATIONAL GEODETIC SURVEY
 PS0266.in July 1998.
 PS0266
 PS0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0266.GEOID18 height accuracy estimate available here.
 PS0266
 PS0266.Click photographs - Photos may exist for this station.
 PS0266
 PS0266.The dynamic height is computed by dividing the NAVD 88
 PS0266.geopotential number by the normal gravity value computed on the
 PS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0266.degrees latitude (g = 980.6199 gals.).
 PS0266
 PS0266.The modeled gravity was interpolated from observed gravity values.
 PS0266
 PS0266;                    North         East    Units  Estimated Accuracy
 PS0266;SPC SD N     -    92,875.2     680,196.2     MT  (+/- 3 meters HH1 GPS) 
 PS0266
 PS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0089545695(NAD 83)
 PS0266
 PS0266                          SUPERSEDED SURVEY CONTROL
 PS0266
 PS0266  NGVD 29 (??/??/??)  458.40   (m)         1503.9    (f) RESET       3  
 PS0266
 PS0266.Superseded values are not recommended for survey control.
 PS0266
 PS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0266.See file dsdata.pdf to determine how the superseded data were derived.
 PS0266
 PS0266_MARKER: DB = BENCH MARK DISK
 PS0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0266_STAMPING: B 80 RESET 1941
 PS0266_MARK LOGO: CGS
 PS0266_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0266+STABILITY: SURFACE MOTION
 PS0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0266+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0266
 PS0266  HISTORY     - Date     Condition        Report By
 PS0266  HISTORY     - 1941     MONUMENTED       SDHD
 PS0266  HISTORY     - 1966     MARK NOT FOUND   USGS
 PS0266  HISTORY     - 19960710 GOOD             NGS
 PS0266
 PS0266                          STATION DESCRIPTION
 PS0266
 PS0266'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0266'10 MI N FROM MILLER.
 PS0266'10.0 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0266'AT MILLER, HAND COUNTY, NORTH OF A CROSSROADS AT A SCHOOLHOUSE,
 PS0266'AT A CULVERT, AND 50 FEET WEST OF THE CENTER LINE OF THE
 PS0266'HIGHWAY, AT HIGHWAY STATION 848+00.  A STANDARD DISK, STAMPED B
 PS0266'80 RESET 1941.
 PS0266
 PS0266                          STATION RECOVERY (1966)
 PS0266
 PS0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0266'MARK NOT FOUND.
 PS0266
 PS0266                          STATION RECOVERY (1996)
 PS0266
 PS0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0266'16.2 KM (10.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0266'OFFICE IN MILLER, 586.0 M (1922.6 FT) SOUTH OF MILEPOST 122, 24.6 M
 PS0266'(80.7 FT) NORTH OF A UTILITY POLE, 15.3 M (50.2 FT) WEST OF THE
 PS0266'HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 PS0266'M (1.0 FT) WEST OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A FENCE, AND
 PS0266'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0534 ***********************************************************************
 PR0534  DESIGNATION -  B 83
 PR0534  PID         -  PR0534
 PR0534  STATE/COUNTY-  SD/MINER
 PR0534  COUNTRY     -  US
 PR0534  USGS QUAD   -  CARTHAGE (2017)
 PR0534
 PR0534                         *CURRENT SURVEY CONTROL
 PR0534  ______________________________________________________________________
 PR0534* NAD 83(1986) POSITION- 44 10 05.     (N) 097 43 01.     (W)   SCALED
 PR0534* NAVD 88 ORTHO HEIGHT -   436.593 (meters)     1432.39  (feet) ADJUSTED
 PR0534  ______________________________________________________________________
 PR0534  GEOID HEIGHT    -        -25.496 (meters)                     GEOID18
 PR0534  DYNAMIC HEIGHT  -        436.505 (meters)     1432.10  (feet) COMP
 PR0534  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 PR0534
 PR0534  VERT ORDER      -  SECOND    CLASS 0
 PR0534
 PR0534.The horizontal coordinates were scaled from a map and have
 PR0534.an estimated accuracy of +/- 6 seconds.
 PR0534
 PR0534.The orthometric height was determined by differential leveling and
 PR0534.adjusted by the NATIONAL GEODETIC SURVEY
 PR0534.in June 1991.
 PR0534
 PR0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0534.GEOID18 height accuracy estimate available here.
 PR0534
 PR0534.Click photographs - Photos may exist for this station.
 PR0534
 PR0534.The dynamic height is computed by dividing the NAVD 88
 PR0534.geopotential number by the normal gravity value computed on the
 PR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0534.degrees latitude (g = 980.6199 gals.).
 PR0534
 PR0534.The modeled gravity was interpolated from observed gravity values.
 PR0534
 PR0534;                    North         East    Units  Estimated Accuracy
 PR0534;SPC SD S     -   207,120.      809,210.      MT  (+/- 180 meters Scaled)
 PR0534
 PR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP025913(NAD 83)
 PR0534
 PR0534                          SUPERSEDED SURVEY CONTROL
 PR0534
 PR0534  NGVD 29 (??/??/92)  436.318  (m)         1431.49   (f) ADJ UNCH    2 0
 PR0534
 PR0534.Superseded values are not recommended for survey control.
 PR0534
 PR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0534.See file dsdata.pdf to determine how the superseded data were derived.
 PR0534
 PR0534_MARKER: DB = BENCH MARK DISK
 PR0534_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0534_SP_SET: STEP
 PR0534_STAMPING: B 83 1934
 PR0534_MARK LOGO: CGS
 PR0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0534
 PR0534  HISTORY     - Date     Condition        Report By
 PR0534  HISTORY     - 1934     MONUMENTED       CGS
 PR0534  HISTORY     - 1943     GOOD             CGS
 PR0534
 PR0534                          STATION DESCRIPTION
 PR0534
 PR0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PR0534'AT CARTHAGE.
 PR0534'AT CARTHAGE, MINER COUNTY, AT THE PUBLIC SCHOOL BUILDING, AT
 PR0534'THE EAST SIDE OF THE NORTH ENTRANCE, AND IN THE LIMESTONE STEP.
 PR0534'A STANDARD DISK, STAMPED B 83 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0212 ***********************************************************************
 QQ0212  DESIGNATION -  B 85
 QQ0212  PID         -  QQ0212
 QQ0212  STATE/COUNTY-  SD/CODINGTON
 QQ0212  COUNTRY     -  US
 QQ0212  USGS QUAD   -  FLORENCE (2017)
 QQ0212
 QQ0212                         *CURRENT SURVEY CONTROL
 QQ0212  ______________________________________________________________________
 QQ0212* NAD 83(1986) POSITION- 45 00 32.     (N) 097 17 54.     (W)   SCALED
 QQ0212* NAVD 88 ORTHO HEIGHT -   544.937 (meters)     1787.85  (feet) ADJUSTED
 QQ0212  ______________________________________________________________________
 QQ0212  GEOID HEIGHT    -        -25.082 (meters)                     GEOID18
 QQ0212  DYNAMIC HEIGHT  -        544.858 (meters)     1787.59  (feet) COMP
 QQ0212  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 QQ0212
 QQ0212  VERT ORDER      -  SECOND    CLASS 0
 QQ0212
 QQ0212.The horizontal coordinates were scaled from a map and have
 QQ0212.an estimated accuracy of +/- 6 seconds.
 QQ0212
 QQ0212.The orthometric height was determined by differential leveling and
 QQ0212.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0212.in June 1991.
 QQ0212
 QQ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0212.GEOID18 height accuracy estimate available here.
 QQ0212
 QQ0212.Click photographs - Photos may exist for this station.
 QQ0212
 QQ0212.The dynamic height is computed by dividing the NAVD 88
 QQ0212.geopotential number by the normal gravity value computed on the
 QQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0212.degrees latitude (g = 980.6199 gals.).
 QQ0212
 QQ0212.The modeled gravity was interpolated from observed gravity values.
 QQ0212
 QQ0212;                    North         East    Units  Estimated Accuracy
 QQ0212;SPC SD N     -   134,180.      812,930.      MT  (+/- 180 meters Scaled)
 QQ0212
 QQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ340853(NAD 83)
 QQ0212
 QQ0212                          SUPERSEDED SURVEY CONTROL
 QQ0212
 QQ0212  NGVD 29 (??/??/92)  544.628  (m)         1786.83   (f) ADJ UNCH    2 0
 QQ0212
 QQ0212.Superseded values are not recommended for survey control.
 QQ0212
 QQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0212.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0212
 QQ0212_MARKER: DB = BENCH MARK DISK
 QQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0212_STAMPING: B 85 1934
 QQ0212_MARK LOGO: CGS
 QQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0212+STABILITY: SURFACE MOTION
 QQ0212
 QQ0212  HISTORY     - Date     Condition        Report By
 QQ0212  HISTORY     - 1934     MONUMENTED       CGS
 QQ0212  HISTORY     - 1968     MARK NOT FOUND   USGS
 QQ0212
 QQ0212                          STATION DESCRIPTION
 QQ0212
 QQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0212'3.5 MI SE FROM FLORENCE.
 QQ0212'3.5 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0212'FROM THE HIGH SCHOOL AT FLORENCE, CODINGTON COUNTY, ABOUT 15
 QQ0212'POLES NORTHWEST OF MILEPOST 246, 47 FEET NORTHEAST OF THE TRACK,
 QQ0212'AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 QQ0212'DISK, STAMPED B 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0212'NOTE-- 1952 REPORT-- POLES MISSING - MILEPOST WERE IN PLACE.
 QQ0212
 QQ0212                          STATION RECOVERY (1968)
 QQ0212
 QQ0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QQ0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0125 ***********************************************************************
 QR0125  DESIGNATION -  B 87
 QR0125  PID         -  QR0125
 QR0125  STATE/COUNTY-  SD/SPINK
 QR0125  COUNTRY     -  US
 QR0125  USGS QUAD   -  CHELSEA (2017)
 QR0125
 QR0125                         *CURRENT SURVEY CONTROL
 QR0125  ______________________________________________________________________
 QR0125* NAD 83(1986) POSITION- 45 09 56.     (N) 098 41 50.     (W)   SCALED
 QR0125* NAVD 88 ORTHO HEIGHT -   409.607 (meters)     1343.85  (feet) ADJUSTED
 QR0125  ______________________________________________________________________
 QR0125  GEOID HEIGHT    -        -24.144 (meters)                     GEOID18
 QR0125  DYNAMIC HEIGHT  -        409.568 (meters)     1343.72  (feet) COMP
 QR0125  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 QR0125
 QR0125  VERT ORDER      -  SECOND    CLASS 0
 QR0125
 QR0125.The horizontal coordinates were scaled from a map and have
 QR0125.an estimated accuracy of +/- 6 seconds.
 QR0125
 QR0125.The orthometric height was determined by differential leveling and
 QR0125.adjusted by the NATIONAL GEODETIC SURVEY
 QR0125.in June 1991.
 QR0125
 QR0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0125.GEOID18 height accuracy estimate available here.
 QR0125
 QR0125.Click photographs - Photos may exist for this station.
 QR0125
 QR0125.The dynamic height is computed by dividing the NAVD 88
 QR0125.geopotential number by the normal gravity value computed on the
 QR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0125.degrees latitude (g = 980.6199 gals.).
 QR0125
 QR0125.The modeled gravity was interpolated from observed gravity values.
 QR0125
 QR0125;                    North         East    Units  Estimated Accuracy
 QR0125;SPC SD N     -   148,860.      702,410.      MT  (+/- 180 meters Scaled)
 QR0125
 QR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR237013(NAD 83)
 QR0125
 QR0125                          SUPERSEDED SURVEY CONTROL
 QR0125
 QR0125  NGVD 29 (??/??/92)  409.307  (m)         1342.87   (f) ADJ UNCH    2 0
 QR0125
 QR0125.Superseded values are not recommended for survey control.
 QR0125
 QR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0125.See file dsdata.pdf to determine how the superseded data were derived.
 QR0125
 QR0125_MARKER: DB = BENCH MARK DISK
 QR0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0125_STAMPING: B 87 1934
 QR0125_MARK LOGO: CGS
 QR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0125+STABILITY: SURFACE MOTION
 QR0125
 QR0125  HISTORY     - Date     Condition        Report By
 QR0125  HISTORY     - 1934     MONUMENTED       CGS
 QR0125
 QR0125                          STATION DESCRIPTION
 QR0125
 QR0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0125'2.2 MI E FROM CHELSEA.
 QR0125'2.2 MILES EAST OF DEPOT AT ALONG THE M AND ST L RAILROAD, 17 1/2
 QR0125'POLES WEST OF MILEPOLE 320.  44 FEET EAST OF THE CENTERLINE OF
 QR0125'PUBLIC ROAD CROSSING, THENCE 42 FEET NORTH OF CENTERLINE OF
 QR0125'TRACK.  9 FEET SOUTH OF RIGHT OF WAY FENCE AND LEVEL WITH TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0164 ***********************************************************************
 QR0164  DESIGNATION -  B 88
 QR0164  PID         -  QR0164
 QR0164  STATE/COUNTY-  SD/EDMUNDS
 QR0164  COUNTRY     -  US
 QR0164  USGS QUAD   -  LEOLA SW (2017)
 QR0164
 QR0164                         *CURRENT SURVEY CONTROL
 QR0164  ______________________________________________________________________
 QR0164* NAD 83(1986) POSITION- 45 33 49.     (N) 098 55 28.     (W)   SCALED
 QR0164* NAVD 88 ORTHO HEIGHT -   458.453 (meters)     1504.11  (feet) ADJUSTED
 QR0164  ______________________________________________________________________
 QR0164  GEOID HEIGHT    -        -23.731 (meters)                     GEOID18
 QR0164  DYNAMIC HEIGHT  -        458.420 (meters)     1504.00  (feet) COMP
 QR0164  MODELED GRAVITY -    980,528.8   (mgal)                       NAVD 88
 QR0164
 QR0164  VERT ORDER      -  SECOND    CLASS 0
 QR0164
 QR0164.The horizontal coordinates were scaled from a map and have
 QR0164.an estimated accuracy of +/- 6 seconds.
 QR0164
 QR0164.The orthometric height was determined by differential leveling and
 QR0164.adjusted by the NATIONAL GEODETIC SURVEY
 QR0164.in June 1991.
 QR0164
 QR0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0164.GEOID18 height accuracy estimate available here.
 QR0164
 QR0164.Click photographs - Photos may exist for this station.
 QR0164
 QR0164.The dynamic height is computed by dividing the NAVD 88
 QR0164.geopotential number by the normal gravity value computed on the
 QR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0164.degrees latitude (g = 980.6199 gals.).
 QR0164
 QR0164.The modeled gravity was interpolated from observed gravity values.
 QR0164
 QR0164;                    North         East    Units  Estimated Accuracy
 QR0164;SPC SD N     -   192,840.      683,960.      MT  (+/- 180 meters Scaled)
 QR0164
 QR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR058455(NAD 83)
 QR0164
 QR0164                          SUPERSEDED SURVEY CONTROL
 QR0164
 QR0164  NGVD 29 (??/??/92)  458.123  (m)         1503.03   (f) ADJ UNCH    2 0
 QR0164
 QR0164.Superseded values are not recommended for survey control.
 QR0164
 QR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0164.See file dsdata.pdf to determine how the superseded data were derived.
 QR0164
 QR0164_MARKER: DB = BENCH MARK DISK
 QR0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0164_STAMPING: B 88 1934
 QR0164_MARK LOGO: CGS
 QR0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0164+STABILITY: SURFACE MOTION
 QR0164
 QR0164  HISTORY     - Date     Condition        Report By
 QR0164  HISTORY     - 1934     MONUMENTED       CGS
 QR0164
 QR0164                          STATION DESCRIPTION
 QR0164
 QR0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0164'8.2 MI N FROM CRAVENS.
 QR0164'8.2 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE CHICAGO,
 QR0164'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT CRAVEN,
 QR0164'EDMUNDS COUNTY, AT A SECTION CORNER, ABOUT 35 FEET NORTH AND
 QR0164'40 FEET WEST OF THE INTERSECTION OF A CROSS ROAD, AT THE SOUTHEAST
 QR0164'CORNER OF A FARMHOUSE YARD, 6 FEET WEST OF A RIGHT-OF-WAY FENCE
 QR0164'CORNER, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 QR0164'STAMPED B 88 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0191 ***********************************************************************
 OS0191  DESIGNATION -  B 9
 OS0191  PID         -  OS0191
 OS0191  STATE/COUNTY-  SD/JONES
 OS0191  COUNTRY     -  US
 OS0191  USGS QUAD   -  DRAPER (2017)
 OS0191
 OS0191                         *CURRENT SURVEY CONTROL
 OS0191  ______________________________________________________________________
 OS0191* NAD 83(1986) POSITION- 43 55 22.     (N) 100 35 49.     (W)   SCALED
 OS0191* NAVD 88 ORTHO HEIGHT -   714.690 (meters)     2344.78  (feet) ADJUSTED
 OS0191  ______________________________________________________________________
 OS0191  GEOID HEIGHT    -        -24.193 (meters)                     GEOID18
 OS0191  DYNAMIC HEIGHT  -        714.464 (meters)     2344.04  (feet) COMP
 OS0191  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 OS0191
 OS0191  VERT ORDER      -  FIRST     CLASS II
 OS0191
 OS0191.The horizontal coordinates were scaled from a map and have
 OS0191.an estimated accuracy of +/- 6 seconds.
 OS0191
 OS0191.The orthometric height was determined by differential leveling and
 OS0191.adjusted by the NATIONAL GEODETIC SURVEY
 OS0191.in June 1991.
 OS0191
 OS0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0191.GEOID18 height accuracy estimate available here.
 OS0191
 OS0191.Click photographs - Photos may exist for this station.
 OS0191
 OS0191.The dynamic height is computed by dividing the NAVD 88
 OS0191.geopotential number by the normal gravity value computed on the
 OS0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0191.degrees latitude (g = 980.6199 gals.).
 OS0191
 OS0191.The modeled gravity was interpolated from observed gravity values.
 OS0191
 OS0191;                    North         East    Units  Estimated Accuracy
 OS0191;SPC SD S     -   176,610.      578,830.      MT  (+/- 180 meters Scaled)
 OS0191
 OS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP717645(NAD 83)
 OS0191
 OS0191                          SUPERSEDED SURVEY CONTROL
 OS0191
 OS0191  NGVD 29 (??/??/92)  714.241  (m)         2343.31   (f) ADJ UNCH    1 2
 OS0191
 OS0191.Superseded values are not recommended for survey control.
 OS0191
 OS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0191.See file dsdata.pdf to determine how the superseded data were derived.
 OS0191
 OS0191_MARKER: DB = BENCH MARK DISK
 OS0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0191_STAMPING: 2343.306 B 9 1925
 OS0191_MARK LOGO: CGS
 OS0191_PROJECTION: FLUSH
 OS0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0191+STABILITY: SURFACE MOTION
 OS0191
 OS0191  HISTORY     - Date     Condition        Report By
 OS0191  HISTORY     - 1925     MONUMENTED       CGS
 OS0191  HISTORY     - 1935     GOOD             CGS
 OS0191
 OS0191                          STATION DESCRIPTION
 OS0191
 OS0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0191'3 MI W FROM DRAPER.
 OS0191'3.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0191'PACIFIC RAILROAD FROM DRAPER, JONES COUNTY, AT THE CROSSING
 OS0191'OF AN EAST AND WEST SECTIONLINE ROAD, 51.8 FEET NORTHWEST OF THE
 OS0191'CENTER OF THE CROSSING, 46 FEET NORTH OF THE CENTERLINE OF THE
 OS0191'ROAD, 43 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 OS0191'EAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OS0191'2343.306 B 9 1925 AND SET IN THE TOP OF A CONCRETE POST, FLUSH
 OS0191'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0337 ***********************************************************************
 PU0337  DESIGNATION -  B 9 I
 PU0337  PID         -  PU0337
 PU0337  STATE/COUNTY-  SD/PENNINGTON
 PU0337  COUNTRY     -  US
 PU0337  USGS QUAD   -  WASTA (2017)
 PU0337
 PU0337                         *CURRENT SURVEY CONTROL
 PU0337  ______________________________________________________________________
 PU0337* NAD 83(1986) POSITION- 44 02 37.     (N) 102 22 36.     (W)   SCALED
 PU0337* NAVD 88 ORTHO HEIGHT -   841.277 (meters)     2760.09  (feet) ADJUSTED
 PU0337  ______________________________________________________________________
 PU0337  GEOID HEIGHT    -        -18.632 (meters)                     GEOID18
 PU0337  DYNAMIC HEIGHT  -        841.035 (meters)     2759.30  (feet) COMP
 PU0337  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 PU0337
 PU0337  VERT ORDER      -  SECOND    CLASS 0
 PU0337
 PU0337.The horizontal coordinates were scaled from a map and have
 PU0337.an estimated accuracy of +/- 6 seconds.
 PU0337
 PU0337.The orthometric height was determined by differential leveling and
 PU0337.adjusted by the NATIONAL GEODETIC SURVEY
 PU0337.in June 1991.
 PU0337
 PU0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0337.GEOID18 height accuracy estimate available here.
 PU0337
 PU0337.Click photographs - Photos may exist for this station.
 PU0337
 PU0337.The dynamic height is computed by dividing the NAVD 88
 PU0337.geopotential number by the normal gravity value computed on the
 PU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0337.degrees latitude (g = 980.6199 gals.).
 PU0337
 PU0337.The modeled gravity was interpolated from observed gravity values.
 PU0337
 PU0337;                    North         East    Units  Estimated Accuracy
 PU0337;SPC SD S     -   192,020.      436,260.      MT  (+/- 180 meters Scaled)
 PU0337
 PU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ101800(NAD 83)
 PU0337
 PU0337                          SUPERSEDED SURVEY CONTROL
 PU0337
 PU0337  NGVD 29 (??/??/92)  840.84   (m)         2758.7    (f) COMPUTED    2 0
 PU0337
 PU0337.Superseded values are not recommended for survey control.
 PU0337
 PU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0337.See file dsdata.pdf to determine how the superseded data were derived.
 PU0337
 PU0337_MARKER: DS = TRIANGULATION STATION DISK
 PU0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0337_STAMPING: B 9 I 1961
 PU0337_MARK LOGO: CGS
 PU0337_PROJECTION: FLUSH
 PU0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0337+STABILITY: SURFACE MOTION
 PU0337
 PU0337  HISTORY     - Date     Condition        Report By
 PU0337  HISTORY     - 1961     MONUMENTED       CGS
 PU0337  HISTORY     - 1962     GOOD             CGS
 PU0337
 PU0337                          STATION DESCRIPTION
 PU0337
 PU0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0337'6 MI SE FROM WASTA.
 PU0337'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0337'FROM THE STATION AT WASTA, THENCE 2.55 MILES SOUTHEAST ALONG
 PU0337'A GRAVELED ROAD TO THE CREST OF A LONG HILL, THENCE 0.1 MILE
 PU0337'NORTHEAST ACROSS A PRAIRIE TO THE NORTH EDGE OF A STEEP BLUFF,
 PU0337'IN SECTION 13 T 1 N R 14 E, 45.0 FEET NORTH OF B 9 I R.M. 1,
 PU0337'45.0 FEET EAST OF B 9 I R.M. 2, AND SET IN THE TOP OF A
 PU0337'CONCRETE POST AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0338 ***********************************************************************
 PU0338  DESIGNATION -  B 9 I RM 1
 PU0338  PID         -  PU0338
 PU0338  STATE/COUNTY-  SD/PENNINGTON
 PU0338  COUNTRY     -  US
 PU0338  USGS QUAD   -  WASTA (2017)
 PU0338
 PU0338                         *CURRENT SURVEY CONTROL
 PU0338  ______________________________________________________________________
 PU0338* NAD 83(1986) POSITION- 44 02 37.     (N) 102 22 36.     (W)   SCALED
 PU0338* NAVD 88 ORTHO HEIGHT -   841.032 (meters)     2759.29  (feet) ADJUSTED
 PU0338  ______________________________________________________________________
 PU0338  GEOID HEIGHT    -        -18.632 (meters)                     GEOID18
 PU0338  DYNAMIC HEIGHT  -        840.790 (meters)     2758.49  (feet) COMP
 PU0338  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 PU0338
 PU0338  VERT ORDER      -  SECOND    CLASS 0
 PU0338
 PU0338.The horizontal coordinates were scaled from a map and have
 PU0338.an estimated accuracy of +/- 6 seconds.
 PU0338
 PU0338.The orthometric height was determined by differential leveling and
 PU0338.adjusted by the NATIONAL GEODETIC SURVEY
 PU0338.in June 1991.
 PU0338
 PU0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0338.GEOID18 height accuracy estimate available here.
 PU0338
 PU0338.Click photographs - Photos may exist for this station.
 PU0338
 PU0338.The dynamic height is computed by dividing the NAVD 88
 PU0338.geopotential number by the normal gravity value computed on the
 PU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0338.degrees latitude (g = 980.6199 gals.).
 PU0338
 PU0338.The modeled gravity was interpolated from observed gravity values.
 PU0338
 PU0338;                    North         East    Units  Estimated Accuracy
 PU0338;SPC SD S     -   192,020.      436,260.      MT  (+/- 180 meters Scaled)
 PU0338
 PU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ101800(NAD 83)
 PU0338
 PU0338                          SUPERSEDED SURVEY CONTROL
 PU0338
 PU0338  NGVD 29 (??/??/92)  840.59   (m)         2757.8    (f) COMPUTED    2 0
 PU0338
 PU0338.Superseded values are not recommended for survey control.
 PU0338
 PU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0338.See file dsdata.pdf to determine how the superseded data were derived.
 PU0338
 PU0338_MARKER: DR = REFERENCE MARK DISK
 PU0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0338_STAMPING: B 9 I NO 1 1961
 PU0338_MARK LOGO: CGS
 PU0338_PROJECTION: FLUSH
 PU0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0338+STABILITY: SURFACE MOTION
 PU0338
 PU0338  HISTORY     - Date     Condition        Report By
 PU0338  HISTORY     - 1961     MONUMENTED       CGS
 PU0338  HISTORY     - 1962     GOOD             CGS
 PU0338
 PU0338                          STATION DESCRIPTION
 PU0338
 PU0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0338'6 MI SE FROM WASTA.
 PU0338'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0338'FROM THE STATION AT WASTA, THENCE 2.55 MILES SOUTHEAST ALONG
 PU0338'A GRAVELED ROAD TO THE CREST OF A LONG HILL, 0.1 MILE ACROSS
 PU0338'THE PRAIRIE TO THE NORTH EDGE OF A STEEP BLUFF, 45.0 FEET NORTH
 PU0338'OF B 9 I 1961 TRIANGULATION STATION, AND SET IN THE TOP OF A
 PU0338'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0336 ***********************************************************************
 PU0336  DESIGNATION -  B 9 I RM 2
 PU0336  PID         -  PU0336
 PU0336  STATE/COUNTY-  SD/PENNINGTON
 PU0336  COUNTRY     -  US
 PU0336  USGS QUAD   -  WASTA (2017)
 PU0336
 PU0336                         *CURRENT SURVEY CONTROL
 PU0336  ______________________________________________________________________
 PU0336* NAD 83(1986) POSITION- 44 02 37.     (N) 102 22 36.     (W)   SCALED
 PU0336* NAVD 88 ORTHO HEIGHT -   841.125 (meters)     2759.59  (feet) ADJUSTED
 PU0336  ______________________________________________________________________
 PU0336  GEOID HEIGHT    -        -18.632 (meters)                     GEOID18
 PU0336  DYNAMIC HEIGHT  -        840.883 (meters)     2758.80  (feet) COMP
 PU0336  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 PU0336
 PU0336  VERT ORDER      -  SECOND    CLASS 0
 PU0336
 PU0336.The horizontal coordinates were scaled from a map and have
 PU0336.an estimated accuracy of +/- 6 seconds.
 PU0336
 PU0336.The orthometric height was determined by differential leveling and
 PU0336.adjusted by the NATIONAL GEODETIC SURVEY
 PU0336.in June 1991.
 PU0336
 PU0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0336.GEOID18 height accuracy estimate available here.
 PU0336
 PU0336.Click photographs - Photos may exist for this station.
 PU0336
 PU0336.The dynamic height is computed by dividing the NAVD 88
 PU0336.geopotential number by the normal gravity value computed on the
 PU0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0336.degrees latitude (g = 980.6199 gals.).
 PU0336
 PU0336.The modeled gravity was interpolated from observed gravity values.
 PU0336
 PU0336;                    North         East    Units  Estimated Accuracy
 PU0336;SPC SD S     -   192,020.      436,260.      MT  (+/- 180 meters Scaled)
 PU0336
 PU0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ101800(NAD 83)
 PU0336
 PU0336                          SUPERSEDED SURVEY CONTROL
 PU0336
 PU0336  NGVD 29 (??/??/92)  840.68   (m)         2758.1    (f) COMPUTED    2 0
 PU0336
 PU0336.Superseded values are not recommended for survey control.
 PU0336
 PU0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0336.See file dsdata.pdf to determine how the superseded data were derived.
 PU0336
 PU0336_MARKER: DR = REFERENCE MARK DISK
 PU0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0336_STAMPING: B 9 Z NO 2 1961
 PU0336_MARK LOGO: CGS
 PU0336_PROJECTION: FLUSH
 PU0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0336+STABILITY: SURFACE MOTION
 PU0336
 PU0336  HISTORY     - Date     Condition        Report By
 PU0336  HISTORY     - 1961     MONUMENTED       CGS
 PU0336  HISTORY     - 1962     GOOD             CGS
 PU0336
 PU0336                          STATION DESCRIPTION
 PU0336
 PU0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0336'6 MI SE FROM WASTA.
 PU0336'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0336'FROM THE STATION AT WASTA, THENCE 2.55 MILES SOUTHEAST ALONG A
 PU0336'GRAVELED ROAD TO THE CREST OF A HILL, THENCE 0.1 MILE NORTHEAST
 PU0336'ACROSS THE PRAIRIE TO THE NORTH EDGE OF A STEEP BLUFF, 45.1 FEET
 PU0336'WEST OF B 9 I 1961 TRIANGULATION STATION, AND SET IN THE TOP
 PU0336'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0341 ***********************************************************************
 PU0341  DESIGNATION -  B 9 J
 PU0341  PID         -  PU0341
 PU0341  STATE/COUNTY-  SD/PENNINGTON
 PU0341  COUNTRY     -  US
 PU0341  USGS QUAD   -  WASTA (2017)
 PU0341
 PU0341                         *CURRENT SURVEY CONTROL
 PU0341  ______________________________________________________________________
 PU0341* NAD 83(1986) POSITION- 44 02 23.     (N) 102 22 53.     (W)   SCALED
 PU0341* NAVD 88 ORTHO HEIGHT -   846.398 (meters)     2776.89  (feet) ADJUSTED
 PU0341  ______________________________________________________________________
 PU0341  GEOID HEIGHT    -        -18.613 (meters)                     GEOID18
 PU0341  DYNAMIC HEIGHT  -        846.155 (meters)     2776.09  (feet) COMP
 PU0341  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 PU0341
 PU0341  VERT ORDER      -  SECOND    CLASS 0
 PU0341
 PU0341.The horizontal coordinates were scaled from a map and have
 PU0341.an estimated accuracy of +/- 6 seconds.
 PU0341
 PU0341.The orthometric height was determined by differential leveling and
 PU0341.adjusted by the NATIONAL GEODETIC SURVEY
 PU0341.in June 1991.
 PU0341
 PU0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0341.GEOID18 height accuracy estimate available here.
 PU0341
 PU0341.Click photographs - Photos may exist for this station.
 PU0341
 PU0341.The dynamic height is computed by dividing the NAVD 88
 PU0341.geopotential number by the normal gravity value computed on the
 PU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0341.degrees latitude (g = 980.6199 gals.).
 PU0341
 PU0341.The modeled gravity was interpolated from observed gravity values.
 PU0341
 PU0341;                    North         East    Units  Estimated Accuracy
 PU0341;SPC SD S     -   191,590.      435,870.      MT  (+/- 180 meters Scaled)
 PU0341
 PU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ098796(NAD 83)
 PU0341
 PU0341                          SUPERSEDED SURVEY CONTROL
 PU0341
 PU0341  NGVD 29 (??/??/92)  845.96   (m)         2775.5    (f) COMPUTED    2 0
 PU0341
 PU0341.Superseded values are not recommended for survey control.
 PU0341
 PU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0341.See file dsdata.pdf to determine how the superseded data were derived.
 PU0341
 PU0341_MARKER: DS = TRIANGULATION STATION DISK
 PU0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0341_STAMPING: B 9 J 1961
 PU0341_MARK LOGO: CGS
 PU0341_PROJECTION: FLUSH
 PU0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0341+STABILITY: SURFACE MOTION
 PU0341
 PU0341  HISTORY     - Date     Condition        Report By
 PU0341  HISTORY     - 1961     MONUMENTED       CGS
 PU0341  HISTORY     - 1962     GOOD             CGS
 PU0341
 PU0341                          STATION DESCRIPTION
 PU0341
 PU0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0341'6.2 MI SE FROM WASTA.
 PU0341'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0341'FROM THE STATION AT WASTA, THENCE 2.7 MILES SOUTHEAST ALONG A
 PU0341'GRAVELED ROAD TO A ROUND CONCRETE CYLINDER ON THE RIGHT, THENCE
 PU0341'0.2 MILE SOUTHWEST TO THE CREST OF A HILL, 162 1/2 FEET NORTHEAST
 PU0341'OF A FENCE LINE, IN SECTION 13 T 1 N R 14 E, 55.2 FEET NORTHWEST
 PU0341'OF B 9 J R.M. 1, 52.7 FEET NORTHEAST OF B 9 J R.M. 2, AND SET
 PU0341'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0343 ***********************************************************************
 PU0343  DESIGNATION -  B 9 J AZ MK
 PU0343  PID         -  PU0343
 PU0343  STATE/COUNTY-  SD/PENNINGTON
 PU0343  COUNTRY     -  US
 PU0343  USGS QUAD   -  WASTA (2017)
 PU0343
 PU0343                         *CURRENT SURVEY CONTROL
 PU0343  ______________________________________________________________________
 PU0343* NAD 83(1986) POSITION- 44 02 11.     (N) 102 22 43.     (W)   SCALED
 PU0343* NAVD 88 ORTHO HEIGHT -   839.608 (meters)     2754.61  (feet) ADJUSTED
 PU0343  ______________________________________________________________________
 PU0343  GEOID HEIGHT    -        -18.617 (meters)                     GEOID18
 PU0343  DYNAMIC HEIGHT  -        839.363 (meters)     2753.81  (feet) COMP
 PU0343  MODELED GRAVITY -    980,298.6   (mgal)                       NAVD 88
 PU0343
 PU0343  VERT ORDER      -  SECOND    CLASS 0
 PU0343
 PU0343.The horizontal coordinates were scaled from a map and have
 PU0343.an estimated accuracy of +/- 6 seconds.
 PU0343
 PU0343.The orthometric height was determined by differential leveling and
 PU0343.adjusted by the NATIONAL GEODETIC SURVEY
 PU0343.in June 1991.
 PU0343
 PU0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0343.GEOID18 height accuracy estimate available here.
 PU0343
 PU0343.Click photographs - Photos may exist for this station.
 PU0343
 PU0343.The dynamic height is computed by dividing the NAVD 88
 PU0343.geopotential number by the normal gravity value computed on the
 PU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0343.degrees latitude (g = 980.6199 gals.).
 PU0343
 PU0343.The modeled gravity was interpolated from observed gravity values.
 PU0343
 PU0343;                    North         East    Units  Estimated Accuracy
 PU0343;SPC SD S     -   191,220.      436,080.      MT  (+/- 180 meters Scaled)
 PU0343
 PU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ100792(NAD 83)
 PU0343
 PU0343                          SUPERSEDED SURVEY CONTROL
 PU0343
 PU0343  NGVD 29 (??/??/92)  839.16   (m)         2753.1    (f) COMPUTED    2 0
 PU0343
 PU0343.Superseded values are not recommended for survey control.
 PU0343
 PU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0343.See file dsdata.pdf to determine how the superseded data were derived.
 PU0343
 PU0343_MARKER: DZ = AZIMUTH MARK DISK
 PU0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0343_STAMPING: B 9 J 1961
 PU0343_MARK LOGO: CGS
 PU0343_PROJECTION: FLUSH
 PU0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0343+STABILITY: SURFACE MOTION
 PU0343
 PU0343  HISTORY     - Date     Condition        Report By
 PU0343  HISTORY     - 1961     MONUMENTED       CGS
 PU0343  HISTORY     - 1962     GOOD             CGS
 PU0343
 PU0343                          STATION DESCRIPTION
 PU0343
 PU0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0343'6.4 MI SE FROM WASTA.
 PU0343'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0343'FROM THE STATION AT WASTA, THENCE 3.05 MILES SOUTHEAST ALONG A
 PU0343'GRAVELED ROAD, 55 YARDS NORTHEAST OF THE MOST NORTHEASTERLY
 PU0343'RUSSIAN OLIVE TREE IN A EAST-WEST ROW OF TREES, 90 FEET WEST
 PU0343'OF THE CENTER LINE OF THE ROAD AND CATTLE GUARD, 82 FEET WEST
 PU0343'OF THE WEST END OF THE CATTLE GUARD, 1 FOOT NORTH OF A FENCE,
 PU0343'3.6 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PU0343'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0340 ***********************************************************************
 PU0340  DESIGNATION -  B 9 J RM 1
 PU0340  PID         -  PU0340
 PU0340  STATE/COUNTY-  SD/PENNINGTON
 PU0340  COUNTRY     -  US
 PU0340  USGS QUAD   -  WASTA (2017)
 PU0340
 PU0340                         *CURRENT SURVEY CONTROL
 PU0340  ______________________________________________________________________
 PU0340* NAD 83(1986) POSITION- 44 02 23.     (N) 102 22 53.     (W)   SCALED
 PU0340* NAVD 88 ORTHO HEIGHT -   846.063 (meters)     2775.79  (feet) ADJUSTED
 PU0340  ______________________________________________________________________
 PU0340  GEOID HEIGHT    -        -18.613 (meters)                     GEOID18
 PU0340  DYNAMIC HEIGHT  -        845.820 (meters)     2774.99  (feet) COMP
 PU0340  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 PU0340
 PU0340  VERT ORDER      -  SECOND    CLASS 0
 PU0340
 PU0340.The horizontal coordinates were scaled from a map and have
 PU0340.an estimated accuracy of +/- 6 seconds.
 PU0340
 PU0340.The orthometric height was determined by differential leveling and
 PU0340.adjusted by the NATIONAL GEODETIC SURVEY
 PU0340.in June 1991.
 PU0340
 PU0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0340.GEOID18 height accuracy estimate available here.
 PU0340
 PU0340.Click photographs - Photos may exist for this station.
 PU0340
 PU0340.The dynamic height is computed by dividing the NAVD 88
 PU0340.geopotential number by the normal gravity value computed on the
 PU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0340.degrees latitude (g = 980.6199 gals.).
 PU0340
 PU0340.The modeled gravity was interpolated from observed gravity values.
 PU0340
 PU0340;                    North         East    Units  Estimated Accuracy
 PU0340;SPC SD S     -   191,590.      435,870.      MT  (+/- 180 meters Scaled)
 PU0340
 PU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ098796(NAD 83)
 PU0340
 PU0340                          SUPERSEDED SURVEY CONTROL
 PU0340
 PU0340  NGVD 29 (??/??/92)  845.62   (m)         2774.3    (f) COMPUTED    2 0
 PU0340
 PU0340.Superseded values are not recommended for survey control.
 PU0340
 PU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0340.See file dsdata.pdf to determine how the superseded data were derived.
 PU0340
 PU0340_MARKER: DR = REFERENCE MARK DISK
 PU0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0340_STAMPING: B 9 J NO 1 1961
 PU0340_MARK LOGO: CGS
 PU0340_PROJECTION: FLUSH
 PU0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0340+STABILITY: SURFACE MOTION
 PU0340
 PU0340  HISTORY     - Date     Condition        Report By
 PU0340  HISTORY     - 1961     MONUMENTED       CGS
 PU0340  HISTORY     - 1962     GOOD             CGS
 PU0340
 PU0340                          STATION DESCRIPTION
 PU0340
 PU0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0340'6.2 MI SE FROM WASTA.
 PU0340'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0340'FROM THE STATION AT WASTA, THENCE 2.7 MILES SOUTHEAST ALONG
 PU0340'A GRAVELED ROAD TO A CONCRETE CYLINDER ON THE RIGHT, THENCE
 PU0340'0.2 MILE SOUTHWEST ACROSS THE PRAIRIE TO THE CREST OF A HILL,
 PU0340'55.2 FEET SOUTHEAST OF B 9 J 1961 TRIANGULATION STATION, AND
 PU0340'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0342 ***********************************************************************
 PU0342  DESIGNATION -  B 9 J RM 2
 PU0342  PID         -  PU0342
 PU0342  STATE/COUNTY-  SD/PENNINGTON
 PU0342  COUNTRY     -  US
 PU0342  USGS QUAD   -  WASTA (2017)
 PU0342
 PU0342                         *CURRENT SURVEY CONTROL
 PU0342  ______________________________________________________________________
 PU0342* NAD 83(1986) POSITION- 44 02 23.     (N) 102 22 53.     (W)   SCALED
 PU0342* NAVD 88 ORTHO HEIGHT -   845.035 (meters)     2772.42  (feet) ADJUSTED
 PU0342  ______________________________________________________________________
 PU0342  GEOID HEIGHT    -        -18.613 (meters)                     GEOID18
 PU0342  DYNAMIC HEIGHT  -        844.792 (meters)     2771.62  (feet) COMP
 PU0342  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 PU0342
 PU0342  VERT ORDER      -  SECOND    CLASS 0
 PU0342
 PU0342.The horizontal coordinates were scaled from a map and have
 PU0342.an estimated accuracy of +/- 6 seconds.
 PU0342
 PU0342.The orthometric height was determined by differential leveling and
 PU0342.adjusted by the NATIONAL GEODETIC SURVEY
 PU0342.in June 1991.
 PU0342
 PU0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0342.GEOID18 height accuracy estimate available here.
 PU0342
 PU0342.Click photographs - Photos may exist for this station.
 PU0342
 PU0342.The dynamic height is computed by dividing the NAVD 88
 PU0342.geopotential number by the normal gravity value computed on the
 PU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0342.degrees latitude (g = 980.6199 gals.).
 PU0342
 PU0342.The modeled gravity was interpolated from observed gravity values.
 PU0342
 PU0342;                    North         East    Units  Estimated Accuracy
 PU0342;SPC SD S     -   191,590.      435,870.      MT  (+/- 180 meters Scaled)
 PU0342
 PU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ098796(NAD 83)
 PU0342
 PU0342                          SUPERSEDED SURVEY CONTROL
 PU0342
 PU0342  NGVD 29 (??/??/92)  844.59   (m)         2771.0    (f) COMPUTED    2 0
 PU0342
 PU0342.Superseded values are not recommended for survey control.
 PU0342
 PU0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0342.See file dsdata.pdf to determine how the superseded data were derived.
 PU0342
 PU0342_MARKER: DR = REFERENCE MARK DISK
 PU0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0342_STAMPING: B 9 J NO 2 1961
 PU0342_MARK LOGO: CGS
 PU0342_PROJECTION: FLUSH
 PU0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0342+STABILITY: SURFACE MOTION
 PU0342
 PU0342  HISTORY     - Date     Condition        Report By
 PU0342  HISTORY     - 1961     MONUMENTED       CGS
 PU0342  HISTORY     - 1962     GOOD             CGS
 PU0342
 PU0342                          STATION DESCRIPTION
 PU0342
 PU0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0342'6.2 MI SE FROM WASTA.
 PU0342'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0342'FROM THE STATION AT WASTA, THENCE 2.7 MILE SOUTHEAST ALONG A
 PU0342'GRAVELED ROAD TO A ROUND CONCRETE CYLINDER, THENCE 0.2 MILES
 PU0342'SOUTHWEST ACROSS THE PRAIRIE TO THE CREST OF A HILL, 110 FEET
 PU0342'NORTHEAST OF A FENCE LINE, 52.7 FEET SOUTHWEST OF B 9 J 1961
 PU0342'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 PU0342'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0159 ***********************************************************************
 QR0159  DESIGNATION -  B 90 RESET
 QR0159  PID         -  QR0159
 QR0159  STATE/COUNTY-  SD/BROWN
 QR0159  COUNTRY     -  US
 QR0159  USGS QUAD   -  RICHMOND NE (2017)
 QR0159
 QR0159                         *CURRENT SURVEY CONTROL
 QR0159  ______________________________________________________________________
 QR0159* NAD 83(1986) POSITION- 45 44 07.     (N) 098 33 01.     (W)   SCALED
 QR0159* NAVD 88 ORTHO HEIGHT -   421.35  (meters)     1382.4   (feet) RESET
 QR0159  ______________________________________________________________________
 QR0159  GEOID HEIGHT    -        -24.281 (meters)                     GEOID18
 QR0159  VERT ORDER      -  THIRD
 QR0159
 QR0159.The horizontal coordinates were scaled from a map and have
 QR0159.an estimated accuracy of +/- 6 seconds.
 QR0159
 QR0159.The orthometric height was computed from unverified reset data.
 QR0159
 QR0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0159.GEOID18 height accuracy estimate available here.
 QR0159
 QR0159.Click photographs - Photos may exist for this station.
 QR0159
 QR0159;                    North         East    Units  Estimated Accuracy
 QR0159;SPC SD N     -   212,370.      712,830.      MT  (+/- 180 meters Scaled)
 QR0159
 QR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR349647(NAD 83)
 QR0159
 QR0159                          SUPERSEDED SURVEY CONTROL
 QR0159
 QR0159.No superseded survey control is available for this station.
 QR0159
 QR0159_MARKER: DB = BENCH MARK DISK
 QR0159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0159_SP_SET: BOX CULVERT HEADWALL
 QR0159_STAMPING: B 90 RESET 1951
 QR0159_MARK LOGO: CGS
 QR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0159+STABILITY: SURFACE MOTION
 QR0159
 QR0159  HISTORY     - Date     Condition        Report By
 QR0159  HISTORY     - 1951     MONUMENTED       SDHD
 QR0159
 QR0159                          STATION DESCRIPTION
 QR0159
 QR0159'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1951
 QR0159'2.9 MI W FROM BARNARD.
 QR0159'2.9 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0159'AT BARNARD, BROWN COUNTY, 0.6 MILE WEST OF THE CORNER COMMON
 QR0159'TO SECTIONS 9, 10, 15 AND 16, T 126 N, R 64 W, 300 FEET EAST
 QR0159'OF A T-FENCE LEADING NORTH, AT A 4- BY 4-FOOT REINFORCED
 QR0159'CONCRETE-BOX CULVERT, AND IN THE TOP OF THE NORTH CONCRETE
 QR0159'HEADWALL.  A STANDARD DISK, STAMPED B 90 RESET 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0328 ***********************************************************************
 QQ0328  DESIGNATION -  B 91
 QQ0328  PID         -  QQ0328
 QQ0328  STATE/COUNTY-  SD/MARSHALL
 QQ0328  COUNTRY     -  US
 QQ0328  USGS QUAD   -  BRITTON WEST (2017)
 QQ0328
 QQ0328                         *CURRENT SURVEY CONTROL
 QQ0328  ______________________________________________________________________
 QQ0328* NAD 83(1986) POSITION- 45 47 28.     (N) 097 50 38.     (W)   SCALED
 QQ0328* NAVD 88 ORTHO HEIGHT -   396.054 (meters)     1299.39  (feet) ADJUSTED
 QQ0328  ______________________________________________________________________
 QQ0328  GEOID HEIGHT    -        -25.322 (meters)                     GEOID18
 QQ0328  DYNAMIC HEIGHT  -        396.036 (meters)     1299.33  (feet) COMP
 QQ0328  MODELED GRAVITY -    980,559.2   (mgal)                       NAVD 88
 QQ0328
 QQ0328  VERT ORDER      -  SECOND    CLASS 0
 QQ0328
 QQ0328.The horizontal coordinates were scaled from a map and have
 QQ0328.an estimated accuracy of +/- 6 seconds.
 QQ0328
 QQ0328.The orthometric height was determined by differential leveling and
 QQ0328.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0328.in June 1991.
 QQ0328
 QQ0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0328.GEOID18 height accuracy estimate available here.
 QQ0328
 QQ0328.Click photographs - Photos may exist for this station.
 QQ0328
 QQ0328.The dynamic height is computed by dividing the NAVD 88
 QQ0328.geopotential number by the normal gravity value computed on the
 QQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0328.degrees latitude (g = 980.6199 gals.).
 QQ0328
 QQ0328.The modeled gravity was interpolated from observed gravity values.
 QQ0328
 QQ0328;                    North         East    Units  Estimated Accuracy
 QQ0328;SPC SD N     -   219,800.      767,630.      MT  (+/- 180 meters Scaled)
 QQ0328
 QQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR898714(NAD 83)
 QQ0328
 QQ0328                          SUPERSEDED SURVEY CONTROL
 QQ0328
 QQ0328  NGVD 29 (??/??/92)  395.77   (m)         1298.5    (f) COMPUTED    2 0
 QQ0328
 QQ0328.Superseded values are not recommended for survey control.
 QQ0328
 QQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0328.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0328
 QQ0328_MARKER: DB = BENCH MARK DISK
 QQ0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0328_SP_SET: BRIDGE
 QQ0328_STAMPING: B 91 1934
 QQ0328_MARK LOGO: CGS
 QQ0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0328
 QQ0328  HISTORY     - Date     Condition        Report By
 QQ0328  HISTORY     - 1934     MONUMENTED       CGS
 QQ0328
 QQ0328                          STATION DESCRIPTION
 QQ0328
 QQ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0328'4.6 MI W FROM BRITTON.
 QQ0328'4.6 MILES WEST BRITTON CLINIC AND HOSPITAL, ALONG STATE HIGHWAY
 QQ0328'10 AT 36 FOOT CONCRETE BRIDGE OVER DRAINAGE CANAL.  SET IN THE
 QQ0328'EAST END OF THE SOUTH HUBGUARD, 0.5 FOOT ABOVE ROAD LEVEL, 1600
 QQ0328'FEET WEST OF RAILROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0329 ***********************************************************************
 QQ0329  DESIGNATION -  B 91 RESET
 QQ0329  PID         -  QQ0329
 QQ0329  STATE/COUNTY-  SD/MARSHALL
 QQ0329  COUNTRY     -  US
 QQ0329  USGS QUAD   -  BRITTON WEST (2017)
 QQ0329
 QQ0329                         *CURRENT SURVEY CONTROL
 QQ0329  ______________________________________________________________________
 QQ0329* NAD 83(1986) POSITION- 45 47 28.     (N) 097 50 38.     (W)   SCALED
 QQ0329* NAVD 88 ORTHO HEIGHT -   395.94  (meters)     1299.0   (feet) RESET
 QQ0329  ______________________________________________________________________
 QQ0329  GEOID HEIGHT    -        -25.322 (meters)                     GEOID18
 QQ0329  VERT ORDER      -  THIRD
 QQ0329
 QQ0329.The horizontal coordinates were scaled from a map and have
 QQ0329.an estimated accuracy of +/- 6 seconds.
 QQ0329
 QQ0329.The orthometric height was computed from unverified reset data.
 QQ0329
 QQ0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0329.GEOID18 height accuracy estimate available here.
 QQ0329
 QQ0329.Click photographs - Photos may exist for this station.
 QQ0329
 QQ0329;                    North         East    Units  Estimated Accuracy
 QQ0329;SPC SD N     -   219,800.      767,630.      MT  (+/- 180 meters Scaled)
 QQ0329
 QQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR898714(NAD 83)
 QQ0329
 QQ0329                          SUPERSEDED SURVEY CONTROL
 QQ0329
 QQ0329.No superseded survey control is available for this station.
 QQ0329
 QQ0329_MARKER: DB = BENCH MARK DISK
 QQ0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0329_SP_SET: BRIDGE
 QQ0329_STAMPING: B 91 RESET 1947
 QQ0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0329
 QQ0329  HISTORY     - Date     Condition        Report By
 QQ0329  HISTORY     - 1947     MONUMENTED       SDHD
 QQ0329  HISTORY     - 1953     GOOD             CGS
 QQ0329
 QQ0329                          STATION DESCRIPTION
 QQ0329
 QQ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QQ0329'4.6 MI W FROM BRITTON.
 QQ0329'4.6 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HOSPITAL AT
 QQ0329'BRITTON, MARSHALL COUNTY, 1,600 FEET WEST OF A RAILROAD CROSSING,
 QQ0329'AT A BRIDGE OVER A DRAINAGE CANAL, AND IN THE TOP OF THE
 QQ0329'SOUTHEAST WING WALL.  A STANDARD DISK, STAMPED B 91 RESET 1947.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0193 ***********************************************************************
 QQ0193  DESIGNATION -  B 92
 QQ0193  PID         -  QQ0193
 QQ0193  STATE/COUNTY-  SD/ROBERTS
 QQ0193  COUNTRY     -  US
 QQ0193  USGS QUAD   -  SISSETON (2017)
 QQ0193
 QQ0193                         *CURRENT SURVEY CONTROL
 QQ0193  ______________________________________________________________________
 QQ0193* NAD 83(1986) POSITION- 45 40 02.     (N) 097 02 24.     (W)   SCALED
 QQ0193* NAVD 88 ORTHO HEIGHT -   368.699 (meters)     1209.64  (feet) ADJUSTED
 QQ0193  ______________________________________________________________________
 QQ0193  GEOID HEIGHT    -        -25.777 (meters)                     GEOID18
 QQ0193  DYNAMIC HEIGHT  -        368.682 (meters)     1209.58  (feet) COMP
 QQ0193  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 QQ0193
 QQ0193  VERT ORDER      -  SECOND    CLASS 0
 QQ0193
 QQ0193.The horizontal coordinates were scaled from a map and have
 QQ0193.an estimated accuracy of +/- 6 seconds.
 QQ0193
 QQ0193.The orthometric height was determined by differential leveling and
 QQ0193.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0193.in June 1991.
 QQ0193
 QQ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0193.GEOID18 height accuracy estimate available here.
 QQ0193
 QQ0193.Click photographs - Photos may exist for this station.
 QQ0193
 QQ0193.The dynamic height is computed by dividing the NAVD 88
 QQ0193.geopotential number by the normal gravity value computed on the
 QQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0193.degrees latitude (g = 980.6199 gals.).
 QQ0193
 QQ0193.The modeled gravity was interpolated from observed gravity values.
 QQ0193
 QQ0193;                    North         East    Units  Estimated Accuracy
 QQ0193;SPC SD N     -   208,010.      830,610.      MT  (+/- 180 meters Scaled)
 QQ0193
 QQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR526589(NAD 83)
 QQ0193
 QQ0193                          SUPERSEDED SURVEY CONTROL
 QQ0193
 QQ0193  NGVD 29 (??/??/92)  368.454  (m)         1208.84   (f) ADJ UNCH    2 0
 QQ0193
 QQ0193.Superseded values are not recommended for survey control.
 QQ0193
 QQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0193.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0193
 QQ0193_MARKER: DB = BENCH MARK DISK
 QQ0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0193_SP_SET: CULVERT HEADWALL
 QQ0193_STAMPING: B 92 1934
 QQ0193_MARK LOGO: CGS
 QQ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0193+STABILITY: SURFACE MOTION
 QQ0193
 QQ0193  HISTORY     - Date     Condition        Report By
 QQ0193  HISTORY     - 1934     MONUMENTED       CGS
 QQ0193  HISTORY     - 1970     GOOD             USGS
 QQ0193
 QQ0193                          STATION DESCRIPTION
 QQ0193
 QQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0193'0.8 MI N FROM SISSETON.
 QQ0193'0.8 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE MUNICIPAL TOURIST
 QQ0193'PARK AT SISSETON, ROBERTS COUNTY, 60 FEET SOUTH OF A ROAD
 QQ0193'CROSSING, AT A DOUBLE 18-INCH CONCRETE CULVERT, IN THE CENTER
 QQ0193'OF THE EAST HEAD WALL, 30 FEET EAST OF THE CENTER LINE OF THE
 QQ0193'HIGHWAY, AND ABOUT 6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD
 QQ0193'DISK, STAMPED B 92 1934.
 QQ0193
 QQ0193                          STATION RECOVERY (1970)
 QQ0193
 QQ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0141 ***********************************************************************
 QQ0141  DESIGNATION -  B 93
 QQ0141  PID         -  QQ0141
 QQ0141  STATE/COUNTY-  SD/ROBERTS
 QQ0141  COUNTRY     -  US
 QQ0141  USGS QUAD   -  PEEVER NE (2017)
 QQ0141
 QQ0141                         *CURRENT SURVEY CONTROL
 QQ0141  ______________________________________________________________________
 QQ0141* NAD 83(1986) POSITION- 45 37 59.     (N) 096 51 16.     (W)   SCALED
 QQ0141* NAVD 88 ORTHO HEIGHT -   316.504 (meters)     1038.40  (feet) ADJUSTED
 QQ0141  ______________________________________________________________________
 QQ0141  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 QQ0141  DYNAMIC HEIGHT  -        316.491 (meters)     1038.35  (feet) COMP
 QQ0141  MODELED GRAVITY -    980,566.4   (mgal)                       NAVD 88
 QQ0141
 QQ0141  VERT ORDER      -  SECOND    CLASS 0
 QQ0141
 QQ0141.The horizontal coordinates were scaled from a map and have
 QQ0141.an estimated accuracy of +/- 6 seconds.
 QQ0141
 QQ0141.The orthometric height was determined by differential leveling and
 QQ0141.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0141.in June 1991.
 QQ0141
 QQ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0141.GEOID18 height accuracy estimate available here.
 QQ0141
 QQ0141.Click photographs - Photos may exist for this station.
 QQ0141
 QQ0141.The dynamic height is computed by dividing the NAVD 88
 QQ0141.geopotential number by the normal gravity value computed on the
 QQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0141.degrees latitude (g = 980.6199 gals.).
 QQ0141
 QQ0141.The modeled gravity was interpolated from observed gravity values.
 QQ0141
 QQ0141;                    North         East    Units  Estimated Accuracy
 QQ0141;SPC SD N     -   204,760.      845,210.      MT  (+/- 180 meters Scaled)
 QQ0141
 QQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR672555(NAD 83)
 QQ0141
 QQ0141                          SUPERSEDED SURVEY CONTROL
 QQ0141
 QQ0141  NGVD 29 (??/??/92)  316.271  (m)         1037.63   (f) ADJ UNCH    2 0
 QQ0141
 QQ0141.Superseded values are not recommended for survey control.
 QQ0141
 QQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0141.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0141
 QQ0141_MARKER: DB = BENCH MARK DISK
 QQ0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0141_SP_SET: CULVERT HEADWALL
 QQ0141_STAMPING: B 93 1934
 QQ0141_MARK LOGO: CGS
 QQ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0141+STABILITY: SURFACE MOTION
 QQ0141
 QQ0141  HISTORY     - Date     Condition        Report By
 QQ0141  HISTORY     - 1934     MONUMENTED       CGS
 QQ0141  HISTORY     - 1971     MARK NOT FOUND   USGS
 QQ0141
 QQ0141                          STATION DESCRIPTION
 QQ0141
 QQ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0141'3.5 MI NW FROM BROWNS VALLEY.
 QQ0141'3.5 MILES NORTHWEST OF THE DEPOT AT BROWNS VALLEY ALONG STATE
 QQ0141'HIGHWAY 10 AT THE FOOT OF STEEP HILL.  SET IN THE SOUTH END
 QQ0141'OF THE EAST HEADWALL OF 2 FOOT CONCRETE CULVERT, 500 FEET
 QQ0141'NORTH OF THE POINT OF INTERSECTION OF T-ROAD, THENCE 15 FEET
 QQ0141'EAST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT BELOW ROAD
 QQ0141'LEVEL.
 QQ0141
 QQ0141                          STATION RECOVERY (1971)
 QQ0141
 QQ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QQ0141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0361 ***********************************************************************
 PR0361  DESIGNATION -  B 94 RESET
 PR0361  PID         -  PR0361
 PR0361  STATE/COUNTY-  SD/HAMLIN
 PR0361  COUNTRY     -  US
 PR0361  USGS QUAD   -  ESTELLINE (2017)
 PR0361
 PR0361                         *CURRENT SURVEY CONTROL
 PR0361  ______________________________________________________________________
 PR0361* NAD 83(1986) POSITION- 44 34 22.     (N) 096 53 32.     (W)   SCALED
 PR0361* NAVD 88 ORTHO HEIGHT -   503.102 (meters)     1650.59  (feet) ADJUSTED
 PR0361  ______________________________________________________________________
 PR0361  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 PR0361  DYNAMIC HEIGHT  -        503.028 (meters)     1650.35  (feet) COMP
 PR0361  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 PR0361
 PR0361  VERT ORDER      -  SECOND    CLASS 0
 PR0361
 PR0361.The horizontal coordinates were scaled from a map and have
 PR0361.an estimated accuracy of +/- 6 seconds.
 PR0361
 PR0361.The orthometric height was determined by differential leveling and
 PR0361.adjusted by the NATIONAL GEODETIC SURVEY
 PR0361.in June 1991.
 PR0361
 PR0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0361.GEOID18 height accuracy estimate available here.
 PR0361
 PR0361.Click photographs - Photos may exist for this station.
 PR0361
 PR0361.The dynamic height is computed by dividing the NAVD 88
 PR0361.geopotential number by the normal gravity value computed on the
 PR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0361.degrees latitude (g = 980.6199 gals.).
 PR0361
 PR0361.The modeled gravity was interpolated from observed gravity values.
 PR0361
 PR0361;                    North         East    Units  Estimated Accuracy
 PR0361;SPC SD N     -    86,910.      846,790.      MT  (+/- 180 meters Scaled)
 PR0361
 PR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ673376(NAD 83)
 PR0361
 PR0361                          SUPERSEDED SURVEY CONTROL
 PR0361
 PR0361  NGVD 29 (??/??/92)  502.825  (m)         1649.69   (f) ADJ UNCH    2 0
 PR0361
 PR0361.Superseded values are not recommended for survey control.
 PR0361
 PR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0361.See file dsdata.pdf to determine how the superseded data were derived.
 PR0361
 PR0361_MARKER: DB = BENCH MARK DISK
 PR0361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0361_SP_SET: CULVERT HEADWALL
 PR0361_STAMPING: B 94 RESET 1948
 PR0361_MARK LOGO: CGS
 PR0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0361+STABILITY: SURFACE MOTION
 PR0361
 PR0361  HISTORY     - Date     Condition        Report By
 PR0361  HISTORY     - 1948     MONUMENTED       SDHD
 PR0361  HISTORY     - 1949     GOOD             CGS
 PR0361
 PR0361                          STATION DESCRIPTION
 PR0361
 PR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0361'0.5 MI E FROM ESTELLINE.
 PR0361'0.5 MILE EAST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND NORTH
 PR0361'WESTERN RAILROAD STATION AT ESTELLINE, 20.0 FEET NORTH OF AND
 PR0361'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, AND SET IN THE CENTER
 PR0361'OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A 3-FOOT CONCRETE
 PR0361'CULVERT UNDER THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1308 ***********************************************************************
 PU1308  DESIGNATION -  BABB
 PU1308  PID         -  PU1308
 PU1308  STATE/COUNTY-  SD/BUTTE
 PU1308  COUNTRY     -  US
 PU1308  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1308
 PU1308                         *CURRENT SURVEY CONTROL
 PU1308  ______________________________________________________________________
 PU1308* NAD 83(1996) POSITION- 44 57 29.69005(N) 103 07 35.48499(W)   ADJUSTED
 PU1308* NAVD 88 ORTHO HEIGHT -   892.368 (meters)     2927.71  (feet) ADJUSTED
 PU1308  ______________________________________________________________________
 PU1308  GEOID HEIGHT    -        -17.016 (meters)                     GEOID18
 PU1308  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 PU1308  DYNAMIC HEIGHT  -        892.157 (meters)     2927.02  (feet) COMP
 PU1308  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 PU1308
 PU1308  HORZ ORDER      -  THIRD
 PU1308  VERT ORDER      -  SECOND    CLASS 0
 PU1308
 PU1308.The horizontal coordinates were established by classical geodetic methods
 PU1308.and adjusted by the National Geodetic Survey in January 1998.
 PU1308
 PU1308.The orthometric height was determined by differential leveling and
 PU1308.adjusted by the NATIONAL GEODETIC SURVEY
 PU1308.in June 1991.
 PU1308
 PU1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1308.GEOID18 height accuracy estimate available here.
 PU1308
 PU1308.Click photographs - Photos may exist for this station.
 PU1308
 PU1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1308
 PU1308.The dynamic height is computed by dividing the NAVD 88
 PU1308.geopotential number by the normal gravity value computed on the
 PU1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1308.degrees latitude (g = 980.6199 gals.).
 PU1308
 PU1308.The modeled gravity was interpolated from observed gravity values.
 PU1308
 PU1308. The following values were computed from the NAD 83(1996) position.
 PU1308
 PU1308;                    North         East     Units Scale Factor Converg.
 PU1308;SPC SD N     -   129,765.696   353,380.549   MT  0.99994042   -2 12 45.9
 PU1308;SPC SD N     -   425,739.62  1,159,382.68   sFT  0.99994042   -2 12 45.9
 PU1308;UTM  13      - 4,980,019.538   647,765.877   MT  0.99986849   +1 19 26.5
 PU1308
 PU1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1308!SPC SD N     -   0.99986277  x   0.99994042  =   0.99980320
 PU1308!UTM  13      -   0.99986277  x   0.99986849  =   0.99973128
 PU1308
 PU1308:                Primary Azimuth Mark                     Grid Az
 PU1308:SPC SD N     -  TWILIGHT                                 080 08 08.3
 PU1308:UTM  13      -  TWILIGHT                                 076 35 55.9
 PU1308
 PU1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4776580019(NAD 83)
 PU1308
 PU1308|---------------------------------------------------------------------|
 PU1308| PID    Reference Object                     Distance      Geod. Az  |
 PU1308|                                                           dddmmss.s |
 PU1308| PU1306 BABB RM 1                            15.431 METERS 04739     |
 PU1308| PU1301 TWILIGHT                            APPROX. 5.2 KM 0775522.4 |
 PU1308| PU1307 BABB RM 2                            17.540 METERS 32018     |
 PU1308|---------------------------------------------------------------------|
 PU1308
 PU1308                          SUPERSEDED SURVEY CONTROL
 PU1308
 PU1308  NAD 83(1993)-  44 57 29.68335(N)    103 07 35.48300(W) AD(       ) 3
 PU1308  NAD 83(1986)-  44 57 29.68034(N)    103 07 35.48118(W) AD(       ) 3
 PU1308  NGVD 29 (??/??/92)  891.88   (m)         2926.1    (f) COMPUTED    2 0
 PU1308  NGVD 29             891.88   (m)         2926.1    (f) LEVELING    3  
 PU1308
 PU1308.Superseded values are not recommended for survey control.
 PU1308
 PU1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1308.See file dsdata.pdf to determine how the superseded data were derived.
 PU1308
 PU1308_MARKER: DS = TRIANGULATION STATION DISK
 PU1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1308_STAMPING: BABB 1962
 PU1308_MARK LOGO: CGS
 PU1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1308+STABILITY: SURFACE MOTION
 PU1308
 PU1308  HISTORY     - Date     Condition        Report By
 PU1308  HISTORY     - 1962     MONUMENTED       CGS
 PU1308  HISTORY     - 1963     GOOD             CGS
 PU1308
 PU1308                          STATION DESCRIPTION
 PU1308
 PU1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1308'THE STATION IS LOCATED 20 MILES NORTHEAST OF NEWELL, 11-1/2 MILES
 PU1308'WEST-SOUTHWEST OF MUD BUTTE, 150 FEET NORTHEAST OF A SCHOOL HOUSE,
 PU1308'IN SECTION 34, T. 12 N., R. 8 E., ON PROPERTY OWNED BY MR. ALVIN
 PU1308'BABB.
 PU1308'
 PU1308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 PU1308'HIGHWAY 79 IN THE NORTH EDGE OF NEWELL, GO EAST AND NORTHEAST ON
 PU1308'U.S. HIGHWAY 212 FOR 22.0 MILES TO A BRIDGE OVER SULPHUR CREEK.
 PU1308'CONTINUE STRAIGHT AHEAD AND GO 0.35 MILE TO A SIDE ROAD LEFT.
 PU1308'TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 4.3 MILES TO A
 PU1308'T-ROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 3.6 MILES TO
 PU1308'THE STATION ON THE RIGHT AS DESCRIBED NEAR A SCHOOL HOUSE.
 PU1308'
 PU1308'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1308'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED BABB 1962.
 PU1308'IT IS 136 FEET NORTHEAST OF A NORTHEAST FENCE CORNER OF A SCHOOL
 PU1308'GROUND, 134 FEET SOUTHEAST OF A POWER POLE AND 52 FEET
 PU1308'EAST-NORTHEAST OF THE CENTER OF A GRAVELED ROAD.
 PU1308'
 PU1308'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1308'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED BABB NO 1
 PU1308'1962.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 PU1308'
 PU1308'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1308'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED BABB NO 2
 PU1308'1962.  IT IS 76-1/2 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 49
 PU1308'FEET EAST-NORTHEAST OF THE CENTER OF A GRAVELED ROAD.
 PU1308'
 PU1308'TRIANGULATION STATION TWILIGHT 1951 MAY BE USED FOR THE AZIMUTH
 PU1308'MARK, SEE DESCRIPTION THEREOF.
 PU1308
 PU1308                          STATION RECOVERY (1963)
 PU1308
 PU1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1308'31.1 MI NE FROM NEWELL.
 PU1308'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1308'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1308'ROAD, THENCE 3.5 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN THE
 PU1308'FORK OF THE JUNCTION OF TWO ROADS LEADING EAST, 201 FEET NORTH
 PU1308'AND ACROSS THE MORE SOUTHERLY ROAD FROM THE NORTH CORNER OF A
 PU1308'SMALL SCHOOL BUILDING, 52 FEET NORTHEAST OF THE CENTERLINE OF
 PU1308'THE MORE SOUTHERLY OF THE ROADS, 134.5 FEET EAST OF A POWER
 PU1308'POLE, ABOUT LEVEL WITH THE SOUTH ROAD, AND SET IN THE TOP OF A
 PU1308'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1306 ***********************************************************************
 PU1306  DESIGNATION -  BABB RM 1
 PU1306  PID         -  PU1306
 PU1306  STATE/COUNTY-  SD/BUTTE
 PU1306  COUNTRY     -  US
 PU1306  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1306
 PU1306                         *CURRENT SURVEY CONTROL
 PU1306  ______________________________________________________________________
 PU1306* NAD 83(1986) POSITION- 44 57 30.03   (N) 103 07 34.96   (W)   HD_HELD1
 PU1306* NAVD 88 ORTHO HEIGHT -   891.802 (meters)     2925.85  (feet) ADJUSTED
 PU1306  ______________________________________________________________________
 PU1306  GEOID HEIGHT    -        -17.016 (meters)                     GEOID18
 PU1306  DYNAMIC HEIGHT  -        891.591 (meters)     2925.16  (feet) COMP
 PU1306  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 PU1306
 PU1306  VERT ORDER      -  SECOND    CLASS 0
 PU1306
 PU1306.The horizontal coordinates were determined by differentially corrected
 PU1306.hand held GPS observations or other comparable positioning techniques
 PU1306.and have an estimated accuracy of +/- 3 meters.
 PU1306
 PU1306.The orthometric height was determined by differential leveling and
 PU1306.adjusted by the NATIONAL GEODETIC SURVEY
 PU1306.in June 1991.
 PU1306
 PU1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1306.GEOID18 height accuracy estimate available here.
 PU1306
 PU1306.Click photographs - Photos may exist for this station.
 PU1306
 PU1306.The dynamic height is computed by dividing the NAVD 88
 PU1306.geopotential number by the normal gravity value computed on the
 PU1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1306.degrees latitude (g = 980.6199 gals.).
 PU1306
 PU1306.The modeled gravity was interpolated from observed gravity values.
 PU1306
 PU1306;                    North         East    Units  Estimated Accuracy
 PU1306;SPC SD N     -   129,775.7     353,392.5     MT  (+/- 3 meters HH1 GPS) 
 PU1306
 PU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4777780030(NAD 83)
 PU1306
 PU1306                          SUPERSEDED SURVEY CONTROL
 PU1306
 PU1306  NGVD 29 (??/??/92)  891.318  (m)         2924.27   (f) ADJ UNCH    2 0
 PU1306
 PU1306.Superseded values are not recommended for survey control.
 PU1306
 PU1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1306.See file dsdata.pdf to determine how the superseded data were derived.
 PU1306
 PU1306_MARKER: DR = REFERENCE MARK DISK
 PU1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1306_STAMPING: BABB NO 1 1962
 PU1306_MARK LOGO: CGS
 PU1306_PROJECTION: PROJECTING 13 CENTIMETERS
 PU1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1306+STABILITY: SURFACE MOTION
 PU1306
 PU1306  HISTORY     - Date     Condition        Report By
 PU1306  HISTORY     - 1962     MONUMENTED       CGS
 PU1306  HISTORY     - 1963     GOOD             CGS
 PU1306
 PU1306                          STATION DESCRIPTION
 PU1306
 PU1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1306'31.1 MI NE FROM NEWELL.
 PU1306'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1306'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1306'ROAD, THENCE 3.5 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN THE
 PU1306'FORK OF THE JUNCTION OF TWO ROADS LEADING EAST, 236 FEET SOUTH
 PU1306'OF THE CENTERLINE OF THE MORE NORTHERLY OF THE ROADS, 102.5 FEET
 PU1306'NORTHEAST OF THE CENTERLINE OF THE MORE SOUTHERLY OF THE TWO
 PU1306'ROADS, 50.7 FEET NORTHEAST OF THE STATION MARK, ABOUT 2 FEET
 PU1306'BELOW THE LEVEL OF THE SOUTH ROAD, AND SET IN THE TOP OF A
 PU1306'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1307 ***********************************************************************
 PU1307  DESIGNATION -  BABB RM 2
 PU1307  PID         -  PU1307
 PU1307  STATE/COUNTY-  SD/BUTTE
 PU1307  COUNTRY     -  US
 PU1307  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1307
 PU1307                         *CURRENT SURVEY CONTROL
 PU1307  ______________________________________________________________________
 PU1307* NAD 83(1986) POSITION- 44 57 30.13   (N) 103 07 36.00   (W)   HD_HELD1
 PU1307* NAVD 88 ORTHO HEIGHT -   892.100 (meters)     2926.83  (feet) ADJUSTED
 PU1307  ______________________________________________________________________
 PU1307  GEOID HEIGHT    -        -17.016 (meters)                     GEOID18
 PU1307  DYNAMIC HEIGHT  -        891.889 (meters)     2926.14  (feet) COMP
 PU1307  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 PU1307
 PU1307  VERT ORDER      -  SECOND    CLASS 0
 PU1307
 PU1307.The horizontal coordinates were determined by differentially corrected
 PU1307.hand held GPS observations or other comparable positioning techniques
 PU1307.and have an estimated accuracy of +/- 3 meters.
 PU1307
 PU1307.The orthometric height was determined by differential leveling and
 PU1307.adjusted by the NATIONAL GEODETIC SURVEY
 PU1307.in June 1991.
 PU1307
 PU1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1307.GEOID18 height accuracy estimate available here.
 PU1307
 PU1307.Click photographs - Photos may exist for this station.
 PU1307
 PU1307.The dynamic height is computed by dividing the NAVD 88
 PU1307.geopotential number by the normal gravity value computed on the
 PU1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1307.degrees latitude (g = 980.6199 gals.).
 PU1307
 PU1307.The modeled gravity was interpolated from observed gravity values.
 PU1307
 PU1307;                    North         East    Units  Estimated Accuracy
 PU1307;SPC SD N     -   129,779.7     353,369.8     MT  (+/- 3 meters HH1 GPS) 
 PU1307
 PU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4775480032(NAD 83)
 PU1307
 PU1307                          SUPERSEDED SURVEY CONTROL
 PU1307
 PU1307  NGVD 29 (??/??/92)  891.616  (m)         2925.24   (f) ADJ UNCH    2 0
 PU1307
 PU1307.Superseded values are not recommended for survey control.
 PU1307
 PU1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1307.See file dsdata.pdf to determine how the superseded data were derived.
 PU1307
 PU1307_MARKER: DR = REFERENCE MARK DISK
 PU1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1307_STAMPING: BABB NO 2 1962
 PU1307_MARK LOGO: CGS
 PU1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1307+STABILITY: SURFACE MOTION
 PU1307
 PU1307  HISTORY     - Date     Condition        Report By
 PU1307  HISTORY     - 1962     MONUMENTED       CGS
 PU1307  HISTORY     - 1963     GOOD             CGS
 PU1307
 PU1307                          STATION DESCRIPTION
 PU1307
 PU1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1307'31.1 MI NE FROM NEWELL.
 PU1307'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1307'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1307'ROAD, THENCE 3.5 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN THE
 PU1307'FORK OF THE JUNCTION OF TWO ROADS LEADING EAST, 247 FEET SOUTH
 PU1307'OF THE CENTERLINE OF THE MORE NORTHERLY OF THE ROADS, 48 FEET
 PU1307'NORTHEAST OF THE CENTERLINE OF THE MORE SOUTHERLY OF THE ROADS,
 PU1307'77 FEET EAST OF A POWER POLE, 57.6 FEET NORTHWEST OF THE STATION
 PU1307'MARK, ABOUT LEVEL WITH THE SOUTH ROAD, AND SET IN THE TOP OF A
 PU1307'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0787 ***********************************************************************
 OS0787  DESIGNATION -  BAD
 OS0787  PID         -  OS0787
 OS0787  STATE/COUNTY-  SD/JACKSON
 OS0787  COUNTRY     -  US
 OS0787  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0787
 OS0787                         *CURRENT SURVEY CONTROL
 OS0787  ______________________________________________________________________
 OS0787* NAD 83(1996) POSITION- 43 54 19.50897(N) 101 47 54.83063(W)   ADJUSTED
 OS0787* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 OS0787  ______________________________________________________________________
 OS0787  GEOID HEIGHT    -        -20.565 (meters)                     GEOID18
 OS0787  LAPLACE CORR    -         -8.70  (seconds)                    DEFLEC18
 OS0787  HORZ ORDER      -  SECOND
 OS0787
 OS0787.The horizontal coordinates were established by classical geodetic methods
 OS0787.and adjusted by the National Geodetic Survey in January 1998.
 OS0787
 OS0787.The orthometric height was scaled from a topographic map.
 OS0787
 OS0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0787.GEOID18 height accuracy estimate available here.
 OS0787
 OS0787.Click photographs - Photos may exist for this station.
 OS0787
 OS0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0787
 OS0787. The following values were computed from the NAD 83(1996) position.
 OS0787
 OS0787;                    North         East     Units Scale Factor Converg.
 OS0787;SPC SD S     -   175,684.875   482,308.486   MT  0.99991939   -1 00 38.9
 OS0787;SPC SD S     -   576,392.79  1,582,373.76   sFT  0.99991939   -1 00 38.9
 OS0787;UTM  14      - 4,865,175.652   275,267.948   MT  1.00022122   -1 56 29.5
 OS0787
 OS0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0787!SPC SD S     -   0.99988729  x   0.99991939  =   0.99980669
 OS0787!UTM  14      -   0.99988729  x   1.00022122  =   1.00010848
 OS0787
 OS0787:                Primary Azimuth Mark                     Grid Az
 OS0787:SPC SD S     -  PAVLAS                                   271 29 13.1
 OS0787:UTM  14      -  PAVLAS                                   272 25 03.7
 OS0787
 OS0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7526765175(NAD 83)
 OS0787
 OS0787|---------------------------------------------------------------------|
 OS0787| PID    Reference Object                     Distance      Geod. Az  |
 OS0787|                                                           dddmmss.s |
 OS0787| CP9550 BAD RM 1                             14.804 METERS 22003     |
 OS0787| OS0786 PAVLAS                              APPROX. 1.0 KM 2702834.2 |
 OS0787| CP9551 BAD RM 2                             15.149 METERS 30106     |
 OS0787|---------------------------------------------------------------------|
 OS0787
 OS0787                          SUPERSEDED SURVEY CONTROL
 OS0787
 OS0787  NAD 83(1995)-  43 54 19.50111(N)    101 47 54.83267(W) AD(       ) 2
 OS0787  NAD 83(1986)-  43 54 19.50124(N)    101 47 54.83353(W) AD(       ) 2
 OS0787  NAD 27      -  43 54 19.53230(N)    101 47 53.30650(W) AD(       ) 2
 OS0787
 OS0787.Superseded values are not recommended for survey control.
 OS0787
 OS0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0787.See file dsdata.pdf to determine how the superseded data were derived.
 OS0787
 OS0787_MARKER: DS = TRIANGULATION STATION DISK
 OS0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0787_STAMPING: BAD 1961
 OS0787_MARK LOGO: CGS
 OS0787_PROJECTION: FLUSH
 OS0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0787+STABILITY: SURFACE MOTION
 OS0787
 OS0787  HISTORY     - Date     Condition        Report By
 OS0787  HISTORY     - 1961     MONUMENTED       CGS
 OS0787
 OS0787                          STATION DESCRIPTION
 OS0787
 OS0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0787'THE STATION IS 16 MILES WEST-NORTHWEST OF KADOKA, 11-1/2 MILES
 OS0787'SOUTH SOUTHWEST OF PHILIP IN THE NW 1/4 OF SEC. 1.  T. 2 S., R. 19
 OS0787'E., IN OPEN PASTURE LAND OWNED BY MR. MIKE PAVLAS.
 OS0787'
 OS0787'TO REACH THE STATION FROM SEVEN MILE CORNER, (WHICH IS 14 MILES
 OS0787'SOUTH OF PHILIP), GO WEST ON HIGHWAY 16 FOR 7.1 MILES TO A SIDE
 OS0787'ROAD RIGHT.  TURN RIGHT, NORTH AND CROSS A CATTLEGUARD AND GO FOR
 OS0787'2.6 MILES TO A CATTLEGUARD.  CONTINUE NORTH ON A GRAVELED ROAD
 OS0787'FOR 2.55 MILES TO A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH
 OS0787'THE WIRE GATE AND FOLLOW A DIM TRACK ROAD SOUTHEAST FOR 0.2
 OS0787'MILE TO THE TOP OF A RISE AND THE STATION AS DESCRIBED.
 OS0787'
 OS0787'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 OS0787'CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED BAD 1961.
 OS0787'
 OS0787'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 OS0787'12-INCH CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED
 OS0787'BAD NO 1 1961.
 OS0787'
 OS0787'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 OS0787'12-INCH CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED
 OS0787'BAD NO 2 1961.
 OS0787'
 OS0787'TRIANGULATION STATION PAVLAS WAS USED AS THE AZIMUTH MARK.
 OS0787'
 OS0787'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1129 ***********************************************************************
 PT1129  DESIGNATION -  BAD
 PT1129  PID         -  PT1129
 PT1129  STATE/COUNTY-  SD/HAAKON
 PT1129  COUNTRY     -  US
 PT1129  USGS QUAD   -  MIDLAND (2017)
 PT1129
 PT1129                         *CURRENT SURVEY CONTROL
 PT1129  ______________________________________________________________________
 PT1129* NAD 83(1996) POSITION- 44 03 54.41434(N) 101 12 13.30123(W)   ADJUSTED
 PT1129* NAVD 88 ORTHO HEIGHT -   616.    (meters)     2021.    (feet) SCALED
 PT1129  ______________________________________________________________________
 PT1129  GEOID HEIGHT    -        -22.720 (meters)                     GEOID18
 PT1129  LAPLACE CORR    -         -7.82  (seconds)                    DEFLEC18
 PT1129  HORZ ORDER      -  THIRD
 PT1129
 PT1129.The horizontal coordinates were established by classical geodetic methods
 PT1129.and adjusted by the National Geodetic Survey in January 1998.
 PT1129
 PT1129.The orthometric height was scaled from a topographic map.
 PT1129
 PT1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1129.GEOID18 height accuracy estimate available here.
 PT1129
 PT1129.Click photographs - Photos may exist for this station.
 PT1129
 PT1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1129
 PT1129. The following values were computed from the NAD 83(1996) position.
 PT1129
 PT1129;                    North         East     Units Scale Factor Converg.
 PT1129;SPC SD S     -   192,754.901   530,273.667   MT  0.99993723   -0 36 01.5
 PT1129;SPC SD S     -   632,396.70  1,739,739.52   sFT  0.99993723   -0 36 01.5
 PT1129;UTM  14      - 4,881,466.115   323,512.585   MT  0.99998310   -1 31 58.8
 PT1129
 PT1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1129!SPC SD S     -   0.99990691  x   0.99993723  =   0.99984415
 PT1129!UTM  14      -   0.99990691  x   0.99998310  =   0.99989001
 PT1129
 PT1129:                Primary Azimuth Mark                     Grid Az
 PT1129:SPC SD S     -  BAD AZ MK                                105 31 04.2
 PT1129:UTM  14      -  BAD AZ MK                                106 27 01.5
 PT1129
 PT1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2351281466(NAD 83)
 PT1129
 PT1129|---------------------------------------------------------------------|
 PT1129| PID    Reference Object                     Distance      Geod. Az  |
 PT1129|                                                           dddmmss.s |
 PT1129| CP9548 BAD RM 1                             13.908 METERS 09345     |
 PT1129| CP9547 BAD AZ MK                                          1045502.7 |
 PT1129| CP9549 BAD RM 2                             12.257 METERS 31603     |
 PT1129|---------------------------------------------------------------------|
 PT1129
 PT1129                          SUPERSEDED SURVEY CONTROL
 PT1129
 PT1129  NAD 83(1986)-  44 03 54.40821(N)    101 12 13.30303(W) AD(       ) 3
 PT1129  NAD 27      -  44 03 54.45700(N)    101 12 11.78600(W) AD(       ) 3
 PT1129
 PT1129.Superseded values are not recommended for survey control.
 PT1129
 PT1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1129.See file dsdata.pdf to determine how the superseded data were derived.
 PT1129
 PT1129_MARKER: DS = TRIANGULATION STATION DISK
 PT1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1129_STAMPING: BAD 1952
 PT1129_MARK LOGO: CGS
 PT1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1129+STABILITY: SURFACE MOTION
 PT1129
 PT1129  HISTORY     - Date     Condition        Report By
 PT1129  HISTORY     - 1952     MONUMENTED       CGS
 PT1129  HISTORY     - 1980     GOOD             NGS
 PT1129
 PT1129                          STATION DESCRIPTION
 PT1129
 PT1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1129'THE STATION IS IN SECTION 10, T 1 N, R 24 E, ABOUT 5 MILES
 PT1129'EAST AND 1 MILE NORTH OF NOWLIN, ABOUT 2-1/2 MILES WEST OF
 PT1129'MIDLAND, APPROXIMATELY 100 YARDS NORTH OF U.S. HIGHWAY 14 AND
 PT1129'ABOUT 125 FEET SOUTHWEST OF A GRAVELED ROAD.
 PT1129'
 PT1129'TO REACH THE STATION FROM THE BANK IN MIDLAND, GO WEST ON
 PT1129'U.S. HIGHWAY 14 FOR 1.95 MILES TO THE AZIMUTH MARK ON THE
 PT1129'LEFT, CONTINUE ON THE HIGHWAY FOR 0.35 MILE TO A FORK NEAR
 PT1129'THE TOP OF A HILL, TAKE RIGHT FORK AND GO 0.5 MILE TO A GATE,
 PT1129'PASS THROUGH THE GATE AND GO 0.1 MILE, TURN LEFT AND PROCEED
 PT1129'TO THE TOP OF THE HILL AND THE STATION.
 PT1129'
 PT1129'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1129'BAD 1952.
 PT1129'
 PT1129'REFERENCE MARK 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED BAD NO
 PT1129'1 1952.
 PT1129'
 PT1129'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED BAD
 PT1129'NO 2 1952.
 PT1129'
 PT1129'THE AZIMUTH MARK IS ABOUT 144 FEET SOUTH OF THE HIGHWAY AND
 PT1129'1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 PT1129'DISK IS STAMPED BAD 1952.
 PT1129
 PT1129                          STATION RECOVERY (1980)
 PT1129
 PT1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PT1129'THIS STATION WAS OCCUPIED TO ESTABLISH STATION BAD 2.  THE HILL IS
 PT1129'SLIDING OFF TO THE SOUTH OF THE STATION NEAR THE HIGHWAY AND A NEW
 PT1129'HIGHWAY IS GOING TO BE CONSTRUCTED AND WILL DESTROY STATION BAD
 PT1129'1952.  THE TOP OF THE HILL IS GRAVEL AND A LARGE PORTION OF IT IS
 PT1129'TO BE EXCAVATED FOR FILL SO THE NEW STATION HAD TO BE MOVED ABOUT
 PT1129'245 METERS AWAY.  THE STATION WAS RECOVERED AS DESCRIBED IN THE 1952
 PT1129'DESCRIPTIVE TEXT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1039 ***********************************************************************
 PT1039  DESIGNATION -  BAD RIVER
 PT1039  PID         -  PT1039
 PT1039  STATE/COUNTY-  SD/STANLEY
 PT1039  COUNTRY     -  US
 PT1039  USGS QUAD   -  PIERRE (2017)
 PT1039
 PT1039                         *CURRENT SURVEY CONTROL
 PT1039  ______________________________________________________________________
 PT1039* NAD 83(1996) POSITION- 44 20 02.51190(N) 100 20 40.94928(W)   ADJUSTED
 PT1039* NAVD 88 ORTHO HEIGHT -   521.    (meters)     1709.    (feet) SCALED
 PT1039  ______________________________________________________________________
 PT1039  GEOID HEIGHT    -        -23.571 (meters)                     GEOID18
 PT1039  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 PT1039  HORZ ORDER      -  SECOND
 PT1039
 PT1039.The horizontal coordinates were established by classical geodetic methods
 PT1039.and adjusted by the National Geodetic Survey in January 1998.
 PT1039
 PT1039.The orthometric height was scaled from a topographic map.
 PT1039
 PT1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1039.GEOID18 height accuracy estimate available here.
 PT1039
 PT1039.Click photographs - Photos may exist for this station.
 PT1039
 PT1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1039
 PT1039. The following values were computed from the NAD 83(1996) position.
 PT1039
 PT1039;                    North         East     Units Scale Factor Converg.
 PT1039;SPC SD S     -   222,269.306   599,092.818   MT  0.99998491   -0 00 28.2
 PT1039;SPC SD S     -   729,228.55  1,965,523.69   sFT  0.99998491   -0 00 28.2
 PT1039;UTM  14      - 4,909,853.264   392,795.672   MT  0.99974134   -0 56 23.4
 PT1039
 PT1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1039!SPC SD S     -   0.99992195  x   0.99998491  =   0.99990686
 PT1039!UTM  14      -   0.99992195  x   0.99974134  =   0.99966331
 PT1039
 PT1039:                Primary Azimuth Mark                     Grid Az
 PT1039:SPC SD S     -  BAD RIVER AZ MK                          243 27 39.5
 PT1039:UTM  14      -  BAD RIVER AZ MK                          244 23 34.7
 PT1039
 PT1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9279509853(NAD 83)
 PT1039
 PT1039|---------------------------------------------------------------------|
 PT1039| PID    Reference Object                     Distance      Geod. Az  |
 PT1039|                                                           dddmmss.s |
 PT1039| PT1035 PIERRE INDIAN SCHOOL TANK           APPROX. 3.5 KM 0552939.2 |
 PT1039| CO4275 BAD RIVER RM 2                        9.662 METERS 06630     |
 PT1039| CO4273 BAD RIVER AZ MK                                    2432711.3 |
 PT1039| CO4274 BAD RIVER RM 1                       14.774 METERS 31801     |
 PT1039| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX. 3.7 KM 3575928.4 |
 PT1039|---------------------------------------------------------------------|
 PT1039
 PT1039                          SUPERSEDED SURVEY CONTROL
 PT1039
 PT1039  NAD 83(1986)-  44 20 02.50778(N)    100 20 40.95331(W) AD(       ) 2
 PT1039  NAD 27      -  44 20 02.56800(N)    100 20 39.47100(W) AD(       ) 2
 PT1039  MORC        -  44 19 59.86000(N)    100 20 39.25000(W) AD(       ) 3
 PT1039
 PT1039.Superseded values are not recommended for survey control.
 PT1039
 PT1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1039.See file dsdata.pdf to determine how the superseded data were derived.
 PT1039
 PT1039_MARKER: P = PIPE CAP
 PT1039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1039_MARK LOGO: MORC
 PT1039_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1039
 PT1039  HISTORY     - Date     Condition        Report By
 PT1039  HISTORY     - 1889     MONUMENTED       MORC
 PT1039  HISTORY     - 1963     GOOD             USFS
 PT1039  HISTORY     - 1981     GOOD             NGS
 PT1039
 PT1039                          STATION DESCRIPTION
 PT1039
 PT1039'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (FXP)
 PT1039'STATION IS LOCATED ABOUT 1-1/2 MILE SOUTHEAST OF FORT PIERRE, ON
 PT1039'PROPERTY OWNED BY MR. CLARENCE BEARRY, AND IS SITUATED ON A HIGH
 PT1039'BLUFF OVERLOOKING THE MISSOURI RIVER AND THE CITY OF PIERRE TO
 PT1039'THE NORTH.  IT IS 7 FEET EAST OF A WHITE WITNESS POST, AND IS
 PT1039'A STANDARD MISSOURI RIVER COMMISSION MARK CAPPED IN A 5-INCH
 PT1039'IRON PIPE, PROJECTING 10 INCHES.
 PT1039'
 PT1039'REFERENCE MARK NO. 1 IS 48.47 FEET NORTHWEST OF THE STATION, AND
 PT1039'44 FEET NORTHWEST OF THE WITNESS POST.  THE MARK PROJECTS ABOUT
 PT1039'8 INCHES, AND THE DISK IS STAMPED BAD RIVER MO.R.C. NO 1 1948.
 PT1039'
 PT1039'REFERENCE MARK NO. 2 IS 31.70 FEET EAST OF THE STATION AND
 PT1039'36 FEET EAST OF THE WITNESS POST.  THE MARK PROJECTS ABOUT 10
 PT1039'INCHES, AND THE DISK IS STAMPED BAD RIVER MO.R.C. NO 2 1948.
 PT1039'
 PT1039'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF STATION, 95 FEET
 PT1039'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH ABUTMENT OF A
 PT1039'HIGHWAY BRIDGE, 53 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83,
 PT1039'3 FEET EAST OF A WITNESS POST, AND 2 FEET EAST OF A NORTH-SOUTH
 PT1039'FENCE.  THE MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED
 PT1039'BAD RIVER MO.R.C. 1948.
 PT1039'
 PT1039'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE, GO
 PT1039'SOUTH ON HIGHWAY 83 FOR 1.4 MILE TO A WIRE GATE ON THE LEFT*,
 PT1039'TURN LEFT THROUGH GATE, THEN TURN RIGHT AND GO SOUTH-SOUTHEAST
 PT1039'ON A DIM TRACK ROAD ALMOST PARALLEL TO THE MAIN ROAD FOR 0.2
 PT1039'MILE TO BANK OF OLD CANAL, CONTINUE SOUTHEAST ON DIM TRACK ROAD
 PT1039'TO THE BASE OF THE SOUTH END OF THE FIRST SMALL HILL TO THE EAST
 PT1039'(THIS DISTANCE IS 0.2 MILE), BEAR LEFT AND GO EAST AND
 PT1039'NORTHEAST TO A SADDLE JUST WEST OF THE HIGHEST BLUFF TO THE
 PT1039'EAST FOR 0.1 MILE TO SADDLE, FROM SADDLE CONTINUE NORTHEAST
 PT1039'ON DIM TRACK ROAD, PASSING AROUND END OF BLUFF AND KEEPING
 PT1039'ALONG RIGHT SIDE OF DEEP WASH FOR 0.35 MILE TO END OF DEEP
 PT1039'WASH ON LEFT, BEAR LEFT AND CONTINUE UP VALLEY FOR 0.1
 PT1039'MILE, BEAR LEFT ON DIM TRACK ROAD FOR 0.05 MILE TO TOP OF
 PT1039'RIDGE, TURN RIGHT AND FOLLOW ALONG CREST OF RIDGE FOR 0.25
 PT1039'MILE TO SUMMIT OF ROUND KNOLL, TURN RIGHT AND GO SOUTHWEST TO
 PT1039'SOUTH END OF A HIGH SHORT RIDGE AND STATION.
 PT1039'
 PT1039'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE ALONG HIGHWAY
 PT1039'FOR 1.2 MILE TO THE NORTH END OF A BRIDGE, AND THE AZIMUTH MARK
 PT1039'ON THE RIGHT AS DESCRIBED.
 PT1039'
 PT1039'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1039
 PT1039                          STATION RECOVERY (1963)
 PT1039
 PT1039'RECOVERY NOTE BY US FOREST SERVICE 1963
 PT1039'STATION NOT STAMPED.  ALL MARKERS FOUND AS DESCRIBED IN GOOD
 PT1039'CONDITION.
 PT1039
 PT1039                          STATION RECOVERY (1981)
 PT1039
 PT1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1039'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PT1039'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 PT1039'AT THIS TIME.  A NEW ROUTE TO THE STATION WAS ESTABLISHED AND NEW
 PT1039'DESCRIPTIVE TEXT FOLLOWS--
 PT1039'
 PT1039'THE STATION IS LOCATED ABOUT 1 1/2 MILES (2.4 KM) SOUTHEAST OF FORT
 PT1039'PIERRE, 1 MILE (1.6 KM) SOUTHWEST OF THE MISSOURI RIVER ON A
 PT1039'ROUND-TOPPED HILL ON A LONG RIDGE THAT RUNS NORTHWEST-SOUTHEAST
 PT1039'BETWEEN THE MISSOURI RIVER AND A MAIN GRAVELED ROAD.
 PT1039'
 PT1039'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE, GO SOUTH ON
 PT1039'HIGHWAY 83 FOR 1.9 MILES (3.1 KM) TO A GRAVELED SIDE ROAD LEFT.  TURN
 PT1039'LEFT AND GO EAST FOR 0.15 MILE TO WHERE THE ROAD CURVES RIGHT, A SIDE
 PT1039'ROAD LEFT AND A T FENCE ON THE RIGHT.  THE AZIMUTH MARK IS ABOUT 100
 PT1039'YARDS SOUTHWEST OF HERE, ABOUT 50 FEET NORTHWEST OF A FENCE.
 PT1039'CONTINUE SOUTHEAST ON THE MAIN GRAVELED ROAD FOR 1.7 MILE TO A GATE
 PT1039'ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND FOLLOW TRACK ROAD
 PT1039'NORTH AND NORTHEAST UPHILL FOR 0.45 MILE TO THE TOP OF THE MAIN
 PT1039'RIDGE.  FOLLOW TRACK ROAD NORTHWEST ALONG MAIN RIDGE FOR 1.7 MILES TO
 PT1039'THE STATION.
 PT1039'
 PT1039'THE STATION IS A CAST IRON 5-INCH PIPE CAP ON A PIPE WHICH IS
 PT1039'IMBEDDED IN THE GROUND.  U.S. MISSOURI RIVER COMMISSION AND A RAISED
 PT1039'TRIANGLE WITH A HOLE IN THE CENTER IS CAST IN THE PIPE CAP.  THE MARK
 PT1039'IS LOCATED 0.3 METER (1 FOOT) N FROM A METAL WITNESS POST.
 PT1039'
 PT1039'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1039'NOS) DISK STAMPED---BAD RIVER MORC NO 1 1948---SET INTO THE TOP OF
 PT1039'A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 8 CM
 PT1039'(3 INCHES) ABOVE THE GROUND LOCATED 15.0 METERS (49.5 FEET) NW FROM A
 PT1039'METAL WITNESS POST.
 PT1039'
 PT1039'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1039'NOS) DISK STAMPED---BAD RIVER MORC NO 2 1948---SET INTO THE TOP OF
 PT1039'A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 10 CM
 PT1039'(4 INCHES) ABOVE THE GROUND LOCATED 9.65 METERS (31.7 FEET) E FROM A
 PT1039'METAL WITNESS POST.
 PT1039'
 PT1039'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 PT1039'DISK STAMPED---BAD RIVER MORC 1948---SET INTO THE TOP OF A SQUARE
 PT1039'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6
 PT1039'INCHES) ABOVE THE GROUND LOCATED 14.6 METERS (48 FEET) NW FROM A
 PT1039'FENCE LINE AND 0.6 METER (2 FEET) SE FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0882 ***********************************************************************
 OR0882  DESIGNATION -  BADGER
 OR0882  PID         -  OR0882
 OR0882  STATE/COUNTY-  SD/LYMAN
 OR0882  COUNTRY     -  US
 OR0882  USGS QUAD   -  SHORT CREEK (2017)
 OR0882
 OR0882                         *CURRENT SURVEY CONTROL
 OR0882  ______________________________________________________________________
 OR0882* NAD 83(1996) POSITION- 43 59 13.16944(N) 099 28 47.01854(W)   ADJUSTED
 OR0882* NAVD 88 ORTHO HEIGHT -   585.    (meters)     1919.    (feet) SCALED
 OR0882  ______________________________________________________________________
 OR0882  GEOID HEIGHT    -        -25.020 (meters)                     GEOID18
 OR0882  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 OR0882  HORZ ORDER      -  SECOND
 OR0882
 OR0882.The horizontal coordinates were established by classical geodetic methods
 OR0882.and adjusted by the National Geodetic Survey in January 1998.
 OR0882
 OR0882.The orthometric height was scaled from a topographic map.
 OR0882
 OR0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0882.GEOID18 height accuracy estimate available here.
 OR0882
 OR0882.Click photographs - Photos may exist for this station.
 OR0882
 OR0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0882
 OR0882. The following values were computed from the NAD 83(1996) position.
 OR0882
 OR0882;                    North         East     Units Scale Factor Converg.
 OR0882;SPC SD S     -   184,061.490   668,473.274   MT  0.99992753   +0 35 19.9
 OR0882;SPC SD S     -   603,875.07  2,193,149.40   sFT  0.99992753   +0 35 19.9
 OR0882;UTM  14      - 4,870,539.869   461,529.865   MT  0.99961820   -0 19 59.4
 OR0882
 OR0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0882!SPC SD S     -   0.99991214  x   0.99992753  =   0.99983968
 OR0882!UTM  14      -   0.99991214  x   0.99961820  =   0.99953038
 OR0882
 OR0882:                Primary Azimuth Mark                     Grid Az
 OR0882:SPC SD S     -  BADGER AZ MK                             206 37 14.9
 OR0882:UTM  14      -  BADGER AZ MK                             207 32 34.2
 OR0882
 OR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6152970539(NAD 83)
 OR0882
 OR0882|---------------------------------------------------------------------|
 OR0882| PID    Reference Object                     Distance      Geod. Az  |
 OR0882|                                                           dddmmss.s |
 OR0882| CO2160 BADGER RM 1                          13.819 METERS 04727     |
 OR0882| CO2159 BADGER AZ MK                                       2071234.8 |
 OR0882| CO2161 BADGER RM 2                          15.227 METERS 29024     |
 OR0882|---------------------------------------------------------------------|
 OR0882
 OR0882                          SUPERSEDED SURVEY CONTROL
 OR0882
 OR0882  NAD 83(1986)-  43 59 13.16786(N)    099 28 47.02464(W) AD(       ) 2
 OR0882  NAD 27      -  43 59 13.20200(N)    099 28 45.63900(W) AD(       ) 2
 OR0882
 OR0882.Superseded values are not recommended for survey control.
 OR0882
 OR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0882.See file dsdata.pdf to determine how the superseded data were derived.
 OR0882
 OR0882_MARKER: DB = BENCH MARK DISK
 OR0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0882_STAMPING: BADGER 1946
 OR0882_MARK LOGO: USGS
 OR0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0882+STABILITY: SURFACE MOTION
 OR0882
 OR0882  HISTORY     - Date     Condition        Report By
 OR0882  HISTORY     - 1948     MONUMENTED       USGS
 OR0882
 OR0882                          STATION DESCRIPTION
 OR0882
 OR0882'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (MEW)
 OR0882'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF RELIANCE
 OR0882'AND 0.35 MILE EAST OF THE SECTION LINE ROAD.  THE MARK IS A
 OR0882'U.S.G.S. BENCH MARK SET IN AN 8 INCH SQUARE CONCRETE POST
 OR0882'WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED BADGER 1946.
 OR0882'
 OR0882'REFERENCE MARK NO. 1 IS 45.34 FEET NORTHEAST OF THE STATION.
 OR0882'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BADGER USGS
 OR0882'NO 1 1948.
 OR0882'
 OR0882'REFERENCE MARK NO. 2 IS 49.96 FEET WEST-NORTHWEST OF THE STATION.
 OR0882'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BADGER USGS
 OR0882'NO 2 1948.
 OR0882'
 OR0882'AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF THE STATION, IN
 OR0882'THE NORTHWEST CORNER OF SECTION LINES, 23 FEET WEST OF THE
 OR0882'CENTERLINE OF THE ROAD, 7 FEET SOUTH OF A WITNESS POST AND 2
 OR0882'FEET NORTH OF THE FENCE CORNER.  THE MARK PROJECTS 6 INCHES
 OR0882'AND THE DISK IS STAMPED BADGER USGS 1948.
 OR0882'
 OR0882'TO REACH FROM THE MOBILGAS STATION AND CAFE IN OACOMA, GO WEST
 OR0882'ON HIGHWAY 16 - 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW
 OR0882'MAIN ROAD 10.15 MILES TO FORKS, KEEP LEFT FORK (WEST) 2.05
 OR0882'MILES TO A CROSSROAD (SCHOOL HOUSE IN SOUTHEAST ANGLE), TURN
 OR0882'RIGHT (NORTH) 4.0 MILES TO CROSSROADS, CONTINUE NORTH ON LITTLE
 OR0882'USED ROAD 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 OR0882'NORTH 0.65 MILE, TURN RIGHT (EAST) ACROSS FIELD 0.35 MILE TO
 OR0882'HIGHEST POINT AND STATION.
 OR0882'
 OR0882'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0701 ***********************************************************************
 QS0701  DESIGNATION -  BADGER
 QS0701  PID         -  QS0701
 QS0701  STATE/COUNTY-  SD/CAMPBELL
 QS0701  COUNTRY     -  US
 QS0701  USGS QUAD   -  GLENHAM (2017)
 QS0701
 QS0701                         *CURRENT SURVEY CONTROL
 QS0701  ______________________________________________________________________
 QS0701* NAD 83(1996) POSITION- 45 36 13.90063(N) 100 20 50.55626(W)   ADJUSTED
 QS0701* NAVD 88 ORTHO HEIGHT -   599.9   (meters)     1968.    (feet) VERTCON3
 QS0701  ______________________________________________________________________
 QS0701  GEOID HEIGHT    -        -21.917 (meters)                     GEOID18
 QS0701  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 QS0701  HORZ ORDER      -  FIRST
 QS0701
 QS0701.The horizontal coordinates were established by classical geodetic methods
 QS0701.and adjusted by the National Geodetic Survey in January 1998.
 QS0701
 QS0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0701
 QS0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0701.GEOID18 height accuracy estimate available here.
 QS0701
 QS0701.Click photographs - Photos may exist for this station.
 QS0701
 QS0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0701
 QS0701. The following values were computed from the NAD 83(1996) position.
 QS0701
 QS0701;                    North         East     Units Scale Factor Converg.
 QS0701;SPC SD N     -   196,809.401   572,900.141   MT  0.99998563   -0 14 45.1
 QS0701;SPC SD N     -   645,698.84  1,879,589.88   sFT  0.99998563   -0 14 45.1
 QS0701;UTM  14      - 5,050,918.130   394,927.667   MT  0.99973573   -0 57 46.1
 QS0701
 QS0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0701!SPC SD N     -   0.99990940  x   0.99998563  =   0.99989503
 QS0701!UTM  14      -   0.99990940  x   0.99973573  =   0.99964515
 QS0701
 QS0701:                Primary Azimuth Mark                     Grid Az
 QS0701:SPC SD N     -  BADGER AZ MK                             186 00 36.2
 QS0701:UTM  14      -  BADGER AZ MK                             186 43 37.2
 QS0701
 QS0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9492750918(NAD 83)
 QS0701
 QS0701|---------------------------------------------------------------------|
 QS0701| PID    Reference Object                     Distance      Geod. Az  |
 QS0701|                                                           dddmmss.s |
 QS0701| QS0700 GLENHAM CHURCH SPIRE                APPROX. 9.6 KM 1420126.3 |
 QS0701| CQ5633 BADGER AZ MK                                       1854551.1 |
 QS0701| CQ5634 BADGER RM 1                          87.640 METERS 22403     |
 QS0701| CQ5635 BADGER RM 2                          94.817 METERS 32017     |
 QS0701|---------------------------------------------------------------------|
 QS0701
 QS0701                          SUPERSEDED SURVEY CONTROL
 QS0701
 QS0701  NAD 83(1986)-  45 36 13.89066(N)    100 20 50.55419(W) AD(       ) 1
 QS0701  NAD 27      -  45 36 13.90900(N)    100 20 49.08900(W) AD(       ) 1
 QS0701  NGVD 29 (07/19/86)  599.5    (m)         1967.     (f) VERT ANG       
 QS0701
 QS0701.Superseded values are not recommended for survey control.
 QS0701
 QS0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0701.See file dsdata.pdf to determine how the superseded data were derived.
 QS0701
 QS0701_MARKER: DS = TRIANGULATION STATION DISK
 QS0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0701_STAMPING: BADGER 1934
 QS0701_MARK LOGO: CGS
 QS0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0701+STABILITY: SURFACE MOTION
 QS0701
 QS0701  HISTORY     - Date     Condition        Report By
 QS0701  HISTORY     - 1934     MONUMENTED       CGS
 QS0701  HISTORY     - 1945     GOOD             CGS
 QS0701  HISTORY     - 1948     GOOD             CGS
 QS0701  HISTORY     - 1967     GOOD             CGS
 QS0701
 QS0701                          STATION DESCRIPTION
 QS0701
 QS0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0701'STATION IS ON A SMALL HILL IN PASTURE LAND OVERLOOKING THE
 QS0701'MISSOURI RIVER VALLEY.  IT IS LOCATED IN SEC. 36, T 125 N,
 QS0701'R 79 W, IS 1/2 MILE N OF A LARGE GROVE OF TREES, AND IS ABOUT
 QS0701'60 YARDS E OF A WIRE FENCE.
 QS0701'
 QS0701'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QS0701'DISKS SET IN CONCRETE.
 QS0701'
 QS0701'REFERENCE MARK NO. 1 IS SW OF THE STATION AND IS UNDER A FENCE
 QS0701'LINE.
 QS0701'
 QS0701'REFERENCE MARK NO. 2 IS NW OF THE STATION AND IS UNDER A
 QS0701'FENCE LINE.
 QS0701'
 QS0701'THE AZIMUTH MARK IS ABOUT 3/4 MILE S OF THE STATION.  IT IS ON
 QS0701'THE TOP OF A SMALL KNOLL 33 FEET N OF THE CENTER OF THE ROAD,
 QS0701'AND 163 FEET W OF A FENCE CORNER.
 QS0701'
 QS0701'THE STATION IS REACHED FROM MOBRIDGE, BY GOING E ON U.S.
 QS0701'HIGHWAY 12, 8.0 MILES.  LEAVE THE HIGHWAY AT GLENHAM, AND GO
 QS0701'N ON A GRADED ROAD 4.0 MILES.  TURN W ON A GRADED ROAD AND GO
 QS0701'2.8 MILES TO LINDERMANS FARM.  CONTINUE W 0.2 MILE.  TURN OFF
 QS0701'THE ROAD AND FOLLOW TRACKS N 0.5 MILE.  GO W, 0.3 MILE TO A NE
 QS0701'FENCE CORNER, THEN NW 0.1 MILE TO THE TOP OF THE HILL AND
 QS0701'STATION.
 QS0701'
 QS0701'A 10-FOOT STAND WAS ERECTED.
 QS0701
 QS0701                          STATION RECOVERY (1945)
 QS0701
 QS0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0701'ALL MARKS AT THIS STATION WERE FOUND IN GOOD CONDITION, DESCRIPTION
 QS0701'ADEQUATE.
 QS0701
 QS0701                          STATION RECOVERY (1948)
 QS0701
 QS0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0701'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 QS0701'TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 QS0701'
 QS0701'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MOBRIDGE, ABOUT
 QS0701'5 MILES NORTHWEST OF GLENHAM, ABOUT 4 MILES EAST OF THE MISSOURI
 QS0701'RIVER, ON A SMALL HILL IN A PASTURE, ON PROPERTY OF THE STATE
 QS0701'OF SOUTH DAKOTA.
 QS0701'
 QS0701'TO REACH FROM THE POST OFFICE IN MOBRIDGE, GO NORTH ON MAIN
 QS0701'STREET FOR 1 BLOCK TO U.S. HIGHWAY 12, TURN RIGHT ON HIGHWAY
 QS0701'12 AND GO 3.45 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QS0701'3.6 MILES TO A T-INTERSECTION, TURN RIGHT AND GO 0.85 MILE
 QS0701'TO AZIMUTH MARK ON LEFT, CONTINUE STRAIGHT AHEAD FOR 0.55
 QS0701'MILE TO A TRACK ROAD LEFT, TURN LEFT INTO LANE, THEN IMMEDIATELY
 QS0701'TURN LEFT AGAIN PASSING THROUGH GATE AT THE CORNER OF THE
 QS0701'FIELD, GO NORTHWEST ACROSS FIELD FOR 0.8 MILE TO THE HIGHEST
 QS0701'POINT IN FIELD AND THE STATION.
 QS0701'
 QS0701'STATION IS 85 YARDS EAST OF A WIRE FENCE AND 9 FEET NORTHWEST OF
 QS0701'A WITNESS POST.  IT IS A CONCRETE MONUMENT PROJECTING 3 INCHES,
 QS0701'AND THE DISK IS STAMPED BADGER 1934.
 QS0701'
 QS0701'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A WIRE FENCE.  IT IS A
 QS0701'CONCRETE MONUMENT PROJECTING 2 INCHES, AND THE DISK IS STAMPED
 QS0701'BADGER NO 1 1934.
 QS0701'
 QS0701'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A WIRE FENCE.  IT IS A
 QS0701'CONCRETE MONUMENT PROJECTING 2 INCHES, AND THE DISK IS STAMPED
 QS0701'BADGER NO 2 1934.
 QS0701'
 QS0701'AZIMUTH MARK IS 30 FEET NORTH OF A DIRT ROAD, 1.5 FEET EAST OF A
 QS0701'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS A CONCRETE
 QS0701'MONUMENT PROJECTING 5 INCHES, AND THE DISK IS STAMPED BADGER
 QS0701'AZIMUTH 1934.
 QS0701'
 QS0701'LONESOME 1934, BLUME (MO.R.C.) 1945, SCHAEFFER 1934, AND MOUND
 QS0701'WILL SEE FROM A 4-FOOT STAND.
 QS0701
 QS0701                          STATION RECOVERY (1967)
 QS0701
 QS0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 QS0701'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 QS0701'CONDITION AS DESCRIBED.
 QS0701'
 QS0701'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0881 ***********************************************************************
 OR0881  DESIGNATION -  BADGER CREEK
 OR0881  PID         -  OR0881
 OR0881  STATE/COUNTY-  SD/LYMAN
 OR0881  COUNTRY     -  US
 OR0881  USGS QUAD   -  SHORT CREEK (2017)
 OR0881
 OR0881                         *CURRENT SURVEY CONTROL
 OR0881  ______________________________________________________________________
 OR0881* NAD 83(1996) POSITION- 43 59 13.11784(N) 099 28 47.02258(W)   ADJUSTED
 OR0881* NAVD 88 ORTHO HEIGHT -   585.    (meters)     1919.    (feet) SCALED
 OR0881  ______________________________________________________________________
 OR0881  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 OR0881  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 OR0881  HORZ ORDER      -  SECOND
 OR0881
 OR0881.The horizontal coordinates were established by classical geodetic methods
 OR0881.and adjusted by the National Geodetic Survey in January 1998.
 OR0881
 OR0881.The orthometric height was scaled from a topographic map.
 OR0881
 OR0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0881.GEOID18 height accuracy estimate available here.
 OR0881
 OR0881.Click photographs - Photos may exist for this station.
 OR0881
 OR0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0881
 OR0881. The following values were computed from the NAD 83(1996) position.
 OR0881
 OR0881;                    North         East     Units Scale Factor Converg.
 OR0881;SPC SD S     -   184,059.897   668,473.200   MT  0.99992753   +0 35 19.9
 OR0881;SPC SD S     -   603,869.85  2,193,149.16   sFT  0.99992753   +0 35 19.9
 OR0881;UTM  14      - 4,870,538.278   461,529.766   MT  0.99961820   -0 19 59.4
 OR0881
 OR0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0881!SPC SD S     -   0.99991214  x   0.99992753  =   0.99983968
 OR0881!UTM  14      -   0.99991214  x   0.99961820  =   0.99953038
 OR0881
 OR0881:                Primary Azimuth Mark                     Grid Az
 OR0881:SPC SD S     -  FORT THOMPSON                            011 21 33.3
 OR0881:UTM  14      -  FORT THOMPSON                            012 16 52.6
 OR0881
 OR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6152970538(NAD 83)
 OR0881
 OR0881|---------------------------------------------------------------------|
 OR0881| PID    Reference Object                     Distance      Geod. Az  |
 OR0881|                                                           dddmmss.s |
 OR0881| PS0695 FORT THOMPSON                       APPROX.13.0 KM 0115653.2 |
 OR0881|---------------------------------------------------------------------|
 OR0881
 OR0881                          SUPERSEDED SURVEY CONTROL
 OR0881
 OR0881  NAD 83(1986)-  43 59 13.11654(N)    099 28 47.02885(W) AD(       ) 2
 OR0881  NAD 27      -  43 59 13.15000(N)    099 28 45.64000(W) AD(       ) 2
 OR0881  MORC        -  43 59 10.55000(N)    099 28 45.86000(W) AD(       ) 3
 OR0881
 OR0881.Superseded values are not recommended for survey control.
 OR0881
 OR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0881.See file dsdata.pdf to determine how the superseded data were derived.
 OR0881
 OR0881_MARKER: Z = SEE DESCRIPTION
 OR0881_SETTING: 0 = UNSPECIFIED SETTING
 OR0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0881
 OR0881  HISTORY     - Date     Condition        Report By
 OR0881  HISTORY     - 1889     MONUMENTED       MORC
 OR0881
 OR0881                          STATION DESCRIPTION
 OR0881
 OR0881'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0881'BADGER CREEK IS ON RIGHT BANK, ON A ROUND KNOLL 100 FEET IN
 OR0881'DIAMETER, 3 MILES BACK FROM MOUTH OF BADGER CREEK.  HIGHEST
 OR0881'LAND IN VICINITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1785 ***********************************************************************
 PU1785  DESIGNATION -  BADLANDS
 PU1785  PID         -  PU1785
 PU1785  STATE/COUNTY-  SD/BUTTE
 PU1785  COUNTRY     -  US
 PU1785  USGS QUAD   -  MUD BUTTES (2017)
 PU1785
 PU1785                         *CURRENT SURVEY CONTROL
 PU1785  ______________________________________________________________________
 PU1785* NAD 83(1996) POSITION- 44 52 05.19078(N) 103 48 57.94860(W)   ADJUSTED
 PU1785* NAVD 88 ORTHO HEIGHT -  1005.360 (meters)     3298.42  (feet) ADJUSTED
 PU1785  ______________________________________________________________________
 PU1785  GEOID HEIGHT    -        -15.776 (meters)                     GEOID18
 PU1785  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 PU1785  DYNAMIC HEIGHT  -       1005.097 (meters)     3297.56  (feet) COMP
 PU1785  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU1785
 PU1785  HORZ ORDER      -  SECOND
 PU1785  VERT ORDER      -  FIRST     CLASS II
 PU1785
 PU1785.The horizontal coordinates were established by classical geodetic methods
 PU1785.and adjusted by the National Geodetic Survey in January 1998.
 PU1785
 PU1785.The orthometric height was determined by differential leveling and
 PU1785.adjusted by the NATIONAL GEODETIC SURVEY
 PU1785.in June 1991.
 PU1785
 PU1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1785.GEOID18 height accuracy estimate available here.
 PU1785
 PU1785.Click photographs - Photos may exist for this station.
 PU1785
 PU1785.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1785
 PU1785.The dynamic height is computed by dividing the NAVD 88
 PU1785.geopotential number by the normal gravity value computed on the
 PU1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1785.degrees latitude (g = 980.6199 gals.).
 PU1785
 PU1785.The modeled gravity was interpolated from observed gravity values.
 PU1785
 PU1785. The following values were computed from the NAD 83(1996) position.
 PU1785
 PU1785;                    North         East     Units Scale Factor Converg.
 PU1785;SPC SD N     -   122,092.468   298,551.841   MT  0.99994419   -2 42 02.9
 PU1785;SPC SD N     -   400,565.04    979,498.83   sFT  0.99994419   -2 42 02.9
 PU1785;UTM  13      - 4,968,980.810   593,523.543   MT  0.99970755   +0 50 07.0
 PU1785
 PU1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1785!SPC SD N     -   0.99984487  x   0.99994419  =   0.99978907
 PU1785!UTM  13      -   0.99984487  x   0.99970755  =   0.99955246
 PU1785
 PU1785:                Primary Azimuth Mark                     Grid Az
 PU1785:SPC SD N     -  L 25                                     197 41 10.4
 PU1785:UTM  13      -  L 25                                     194 09 00.5
 PU1785
 PU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9352368980(NAD 83)
 PU1785
 PU1785|---------------------------------------------------------------------|
 PU1785| PID    Reference Object                     Distance      Geod. Az  |
 PU1785|                                                           dddmmss.s |
 PU1785| PU1787 C 369                                              0832447.4 |
 PU1785| PU1784 BADLANDS RM 1                         8.166 METERS 10808     |
 PU1785| PU1782 L 25                                               1945907.5 |
 PU1785| PU1786 BADLANDS RM 2                         6.008 METERS 31119     |
 PU1785|---------------------------------------------------------------------|
 PU1785
 PU1785                          SUPERSEDED SURVEY CONTROL
 PU1785
 PU1785  NAD 83(1993)-  44 52 05.18661(N)    103 48 57.94880(W) AD(       ) 2
 PU1785  NAD 83(1986)-  44 52 05.18005(N)    103 48 57.94401(W) AD(       ) 2
 PU1785  NAD 27      -  44 52 05.22470(N)    103 48 56.20830(W) AD(       ) 2
 PU1785  NGVD 29 (??/??/92) 1004.877  (m)         3296.83   (f) ADJ UNCH    1 2
 PU1785  NGVD 29            1004.88   (m)         3296.8    (f) LEVELING    3  
 PU1785
 PU1785.Superseded values are not recommended for survey control.
 PU1785
 PU1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1785.See file dsdata.pdf to determine how the superseded data were derived.
 PU1785
 PU1785_MARKER: P = PIPE CAP
 PU1785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1785_MARK LOGO: USGS
 PU1785_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1785
 PU1785  HISTORY     - Date     Condition        Report By
 PU1785  HISTORY     - UNK      MONUMENTED       USGS
 PU1785  HISTORY     - 1950     GOOD             CGS
 PU1785  HISTORY     - 1962     GOOD             CGS
 PU1785  HISTORY     - 1962     GOOD             CGS
 PU1785
 PU1785                          STATION DESCRIPTION
 PU1785
 PU1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1785'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF BELLE FOURCHE,
 PU1785'ABOUT 0.5 MILE WEST OF U.S. HIGHWAY NO. 85, ON THE HIGHEST
 PU1785'POINT OF A HIGH HILL KNOWN LOCALLY AS MUD BUTTE.
 PU1785'
 PU1785'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 85, AT THE
 PU1785'NORTH EDGE OF BELLE FOURCHE, GO NORTH ON U.S. 85 FOR 12.85
 PU1785'MILES TO A BENCH MARK (AZ. MK.) ON THE RIGHT.  CONTINUE
 PU1785'NORTH ON 85 FOR 0.25 MILE TO A WIRE GATE ON THE LEFT.  TURN
 PU1785'LEFT, NORTHERLY, THROUGH THE GATE AND PICK YOUR WAY OVER ROUGH
 PU1785'TERRAIN ABOUT 0.75 MILE TO THE HIGHEST POINT AND THE STATION.
 PU1785'
 PU1785'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 PU1785'RIVETED ON THE TOP OF A 4-INCH CAST IRON PIPE, PROJECTING 8
 PU1785'INCHES.  THE CAP IS UNSTAMPED.
 PU1785'
 PU1785'REFERENCE MARK NO. 1 IS NEAR THE SOUTHEAST END OF BUTTE.
 PU1785'THE MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH,
 PU1785'IRON PIPE, PROJECTING 4 INCHES, AND IT IS STAMPED BADLANDS
 PU1785'USGS NO 1 1950.
 PU1785'
 PU1785'REFERENCE MARK NO. 2 IS NEAR THE NORTHWEST END OF THE BUTTE.
 PU1785'THE MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH,
 PU1785'IRON PIPE, PROJECTING 6 INCHES, AND THE DISK IS STAMPED
 PU1785'BADLANDS USGS NO 2 1950.
 PU1785'
 PU1785'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 PU1785'85, 15 FEET NORTHEAST OF A FENCE CORNER, AND 2 FEET NORTH OF
 PU1785'A WITNESS POST.  IT IS A STANDARD U.S. COAST AND GEODETIC
 PU1785'SURVEY BENCH MARK SET IN THE TOP OF A 6-INCH SQUARE POST,
 PU1785'PROJECTING 6 INCHES, AND THE DISK IS STAMPED L 25 1934.
 PU1785
 PU1785                          STATION RECOVERY (1962)
 PU1785
 PU1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1785'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PU1785'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 PU1785'DISTANCE TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS DISTANCE
 PU1785'BY 0.14 FOOT.  THE REASON FOR THIS COULD BE THAT THERE WAS
 PU1785'NO CENTER POINT ON THE ARROW ON THE REFERENCE MARKS.  A CENTER
 PU1785'POINT WAS STAMPED ON THE REFERENCE MARKS BY THIS PARTY.  THE
 PU1785'DIRECTION TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS
 PU1785'DESCRIPTION BY 8 MINUTES 16 SECONDS.  THE DISTANCE TO REFERENCE
 PU1785'MARK NO. 2 WAS VERIFIED.  THE DIRECTION TO REFERENCE MARK NO.
 PU1785'2 MISSED THE PREVIOUS DIRECTION BY 10 MINUTES 59 SECONDS.
 PU1785'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 PU1785'
 PU1785'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PU1785'
 PU1785'THE STATION IS 13-3/4 MILES NORTH OF BELLE FOURCHE, 1/2 MILE
 PU1785'WEST OF U.S. HIHGWAY 858 ON THE HIGHEST POINT OF A BUTTE
 PU1785'LOCALLY KNOWN AS MUD BUTTES AND ON PROPERTY OF JONES RANCH.
 PU1785'
 PU1785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 PU1785'AND 212 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY
 PU1785'85 FOR 12.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE
 PU1785'OF HIGHWAY 85.  CONTINUE NORTH ON HIGHWAY 85 FOR 0.45 MILE
 PU1785'TO A WIRE GATE ON THE LEFT.  TURN LEFT, WEST, PASS THROUGH THE
 PU1785'GATE.  TURN RIGHT AND GO NORTH ALONG THE EAST SIDE OF AN OLD
 PU1785'ROADBED FOR 0.15 MILE TO A WASHOUT.  BEAR LEFT, NORTHWEST,
 PU1785'ACROSS VERY ROUGH TERRAIN FOR 0.5 MILE TO THE HIGHEST POINT
 PU1785'AND STATION.
 PU1785'
 PU1785'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 PU1785'RIVETED TO THE TOP OF A 4-INCH CAST IRON PIPE WHICH PROJECTS
 PU1785'12 INCHES.
 PU1785'
 PU1785'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BADLANDS USGS NO
 PU1785'1 1950, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS
 PU1785'6 INCHES.  IT IS 4 FEET LOWER IN ELEVATION THAN THE STATION.
 PU1785'
 PU1785'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BADLANDS USGS
 PU1785'NO 2 1950, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 PU1785'PROJECTS 8 INCHES.  IT IS 3 FEET LOWER IN ELEVATION THAN THE
 PU1785'STATION.
 PU1785'
 PU1785'*AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 PU1785'MARK DISK STAMPED L 25 1934, SET IN A 6 BY 6 INCH CONCRETE
 PU1785'POST WHICH PROJECTS 4 INCHES.  IT IS 45 FEET SOUTHEAST OF THE
 PU1785'CENTER OF HIGHWAY 85, 12.5 FEET SOUTHEAST OF A METAL WITNESS
 PU1785'POST AND 2 FEET NORTH OF A 4 BY 4 INCH WOODEN WITNESS POST.
 PU1785'
 PU1785'BENCH MARK C 369, A STANDARD COAST AND GEODETIC SURVEY BENCH
 PU1785'MARK DISK STAMPED C 369 1962, SET IN A ROUND CONCRETE POST
 PU1785'WHICH PROJECTS 2 INCHES.  IT IS 87 FEET EAST OF THE CENTER OF
 PU1785'HIGHWAY 85, 44 FEET EAST OF A FENCE CORNER POST, 2 FEET NORTH
 PU1785'OF A FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST.
 PU1785'
 PU1785'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU1785'
 PU1785'*TO REACH BENCH MARK C 369 FROM THE AZIMUTH MARK, GO NORTH
 PU1785'ON U.S. HIGHWAY 85 FOR 1.4 MILES TO A SIDE ROAD RIGHT AND THE
 PU1785'MARK, IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 PU1785
 PU1785                          STATION RECOVERY (1962)
 PU1785
 PU1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1785'14.6 MI N FROM BELLE FOURCHE.
 PU1785'ABOUT 14.15 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1785'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.45
 PU1785'MILE WEST ACROSS COUNTRY TO THE HIGHEST POINT IN THE VICINITY,
 PU1785'IN SECTION 36, T 11 N, R 2 E, AND A CAP RIVETED ON THE TOP OF A
 PU1785'3 1/2-INCH IRON PIPE PROJECTING 12-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1784 ***********************************************************************
 PU1784  DESIGNATION -  BADLANDS RM 1
 PU1784  PID         -  PU1784
 PU1784  STATE/COUNTY-  SD/BUTTE
 PU1784  COUNTRY     -  US
 PU1784  USGS QUAD   -  MUD BUTTES (2017)
 PU1784
 PU1784                         *CURRENT SURVEY CONTROL
 PU1784  ______________________________________________________________________
 PU1784* NAD 83(1986) POSITION- 44 52 05.11   (N) 103 48 57.60   (W)   HD_HELD1
 PU1784* NAVD 88 ORTHO HEIGHT -  1004.141 (meters)     3294.42  (feet) ADJUSTED
 PU1784  ______________________________________________________________________
 PU1784  GEOID HEIGHT    -        -15.776 (meters)                     GEOID18
 PU1784  DYNAMIC HEIGHT  -       1003.878 (meters)     3293.56  (feet) COMP
 PU1784  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU1784
 PU1784  VERT ORDER      -  FIRST     CLASS II
 PU1784
 PU1784.The horizontal coordinates were determined by differentially corrected
 PU1784.hand held GPS observations or other comparable positioning techniques
 PU1784.and have an estimated accuracy of +/- 3 meters.
 PU1784
 PU1784.The orthometric height was determined by differential leveling and
 PU1784.adjusted by the NATIONAL GEODETIC SURVEY
 PU1784.in June 1991.
 PU1784
 PU1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1784.GEOID18 height accuracy estimate available here.
 PU1784
 PU1784.Click photographs - Photos may exist for this station.
 PU1784
 PU1784.The dynamic height is computed by dividing the NAVD 88
 PU1784.geopotential number by the normal gravity value computed on the
 PU1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1784.degrees latitude (g = 980.6199 gals.).
 PU1784
 PU1784.The modeled gravity was interpolated from observed gravity values.
 PU1784
 PU1784;                    North         East    Units  Estimated Accuracy
 PU1784;SPC SD N     -   122,089.6     298,559.4     MT  (+/- 3 meters HH1 GPS) 
 PU1784
 PU1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9353168978(NAD 83)
 PU1784
 PU1784                          SUPERSEDED SURVEY CONTROL
 PU1784
 PU1784  NGVD 29 (??/??/92) 1003.658  (m)         3292.83   (f) ADJ UNCH    1 2
 PU1784
 PU1784.Superseded values are not recommended for survey control.
 PU1784
 PU1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1784.See file dsdata.pdf to determine how the superseded data were derived.
 PU1784
 PU1784_MARKER: DR = REFERENCE MARK DISK
 PU1784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1784_STAMPING: BADLANDS 1950 USGS NO 1
 PU1784_MARK LOGO: CGS
 PU1784_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1784
 PU1784  HISTORY     - Date     Condition        Report By
 PU1784  HISTORY     - 1950     MONUMENTED       CGS
 PU1784  HISTORY     - 1962     GOOD             CGS
 PU1784
 PU1784                          STATION DESCRIPTION
 PU1784
 PU1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1784'14.6 MI N FROM BELLE FOURCHE.
 PU1784'ABOUT 14.15 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1784'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.45
 PU1784'MILE WEST ACROSS COUNTRY TO THE HIGHEST POINT IN THE VICINITY,
 PU1784'IN SECTION 36, T 11 N, R 2 E, 26.6 FEET SOUTHEAST OF BADLANDS 1950
 PU1784'(USGS), AND WELDED ON THE TOP OF A 2-INCH PIPE PROJECTING 12-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1786 ***********************************************************************
 PU1786  DESIGNATION -  BADLANDS RM 2
 PU1786  PID         -  PU1786
 PU1786  STATE/COUNTY-  SD/BUTTE
 PU1786  COUNTRY     -  US
 PU1786  USGS QUAD   -  MUD BUTTES (2017)
 PU1786
 PU1786                         *CURRENT SURVEY CONTROL
 PU1786  ______________________________________________________________________
 PU1786* NAD 83(1986) POSITION- 44 52 05.32   (N) 103 48 58.15   (W)   HD_HELD1
 PU1786* NAVD 88 ORTHO HEIGHT -  1004.456 (meters)     3295.45  (feet) ADJUSTED
 PU1786  ______________________________________________________________________
 PU1786  GEOID HEIGHT    -        -15.775 (meters)                     GEOID18
 PU1786  DYNAMIC HEIGHT  -       1004.193 (meters)     3294.59  (feet) COMP
 PU1786  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU1786
 PU1786  VERT ORDER      -  FIRST     CLASS II
 PU1786
 PU1786.The horizontal coordinates were determined by differentially corrected
 PU1786.hand held GPS observations or other comparable positioning techniques
 PU1786.and have an estimated accuracy of +/- 3 meters.
 PU1786
 PU1786.The orthometric height was determined by differential leveling and
 PU1786.adjusted by the NATIONAL GEODETIC SURVEY
 PU1786.in June 1991.
 PU1786
 PU1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1786.GEOID18 height accuracy estimate available here.
 PU1786
 PU1786.Click photographs - Photos may exist for this station.
 PU1786
 PU1786.The dynamic height is computed by dividing the NAVD 88
 PU1786.geopotential number by the normal gravity value computed on the
 PU1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1786.degrees latitude (g = 980.6199 gals.).
 PU1786
 PU1786.The modeled gravity was interpolated from observed gravity values.
 PU1786
 PU1786;                    North         East    Units  Estimated Accuracy
 PU1786;SPC SD N     -   122,096.7     298,547.6     MT  (+/- 3 meters HH1 GPS) 
 PU1786
 PU1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9351968984(NAD 83)
 PU1786
 PU1786                          SUPERSEDED SURVEY CONTROL
 PU1786
 PU1786  NGVD 29 (??/??/92) 1003.973  (m)         3293.87   (f) ADJ UNCH    1 2
 PU1786
 PU1786.Superseded values are not recommended for survey control.
 PU1786
 PU1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1786.See file dsdata.pdf to determine how the superseded data were derived.
 PU1786
 PU1786_MARKER: DR = REFERENCE MARK DISK
 PU1786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1786_STAMPING: BADLANDS 1950 USGS NO 2
 PU1786_MARK LOGO: CGS
 PU1786_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1786
 PU1786  HISTORY     - Date     Condition        Report By
 PU1786  HISTORY     - 1950     MONUMENTED       CGS
 PU1786  HISTORY     - 1962     GOOD             CGS
 PU1786
 PU1786                          STATION DESCRIPTION
 PU1786
 PU1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1786'14.6 MI N FROM BELLE FOURCHE.
 PU1786'ABOUT 14.15 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1786'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1786'0.45 MILE WEST ACROSS COUNTRY TO THE HIGHEST POINT IN THE
 PU1786'VICINITY, IN SECTION 36, T 11 N, R 2 E, 19.7 FEET NORTHWEST
 PU1786'OF BADLANDS 1950 (USGS), AND WELDED ON THE TOP OF A 2-INCH
 PU1786'IRON PIPE PROJECTING 12-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0880 ***********************************************************************
 PR0880  DESIGNATION -  BADUS RESET
 PR0880  PID         -  PR0880
 PR0880  STATE/COUNTY-  SD/LAKE
 PR0880  COUNTRY     -  US
 PR0880  USGS QUAD   -  MADISON NW (2017)
 PR0880
 PR0880                         *CURRENT SURVEY CONTROL
 PR0880  ______________________________________________________________________
 PR0880* NAD 83(1996) POSITION- 44 10 34.42301(N) 097 07 47.29303(W)   ADJUSTED
 PR0880* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 PR0880  ______________________________________________________________________
 PR0880  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 PR0880  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 PR0880  HORZ ORDER      -  THIRD
 PR0880
 PR0880.The horizontal coordinates were established by classical geodetic methods
 PR0880.and adjusted by the National Geodetic Survey in January 1998.
 PR0880
 PR0880.The orthometric height was scaled from a topographic map.
 PR0880
 PR0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0880.GEOID18 height accuracy estimate available here.
 PR0880
 PR0880.Click photographs - Photos may exist for this station.
 PR0880
 PR0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0880
 PR0880. The following values were computed from the NAD 83(1996) position.
 PR0880
 PR0880;                    North         East     Units Scale Factor Converg.
 PR0880;SPC SD S     -   209,674.972   856,105.937   MT  0.99995425   +2 12 35.9
 PR0880;SPC SD S     -   687,908.64  2,808,740.89   sFT  0.99995425   +2 12 35.9
 PR0880;UTM  14      - 4,893,147.051   649,497.611   MT  0.99987487   +1 18 12.7
 PR0880
 PR0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0880!SPC SD S     -   0.99991835  x   0.99995425  =   0.99987261
 PR0880!UTM  14      -   0.99991835  x   0.99987487  =   0.99979323
 PR0880
 PR0880:                Primary Azimuth Mark                     Grid Az
 PR0880:SPC SD S     -  BROCK                                    311 59 00.9
 PR0880:UTM  14      -  BROCK                                    312 53 24.1
 PR0880
 PR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4949793147(NAD 83)
 PR0880
 PR0880|---------------------------------------------------------------------|
 PR0880| PID    Reference Object                     Distance      Geod. Az  |
 PR0880|                                                           dddmmss.s |
 PR0880| CQ5636 BADUS AZ MK                                        0024351.8 |
 PR0880| CQ5637 BADUS RM 1                           25.645 METERS 09345     |
 PR0880| CQ5638 BADUS RM 2                           22.737 METERS 24333     |
 PR0880| PR0882 BROCK                               APPROX. 7.7 KM 3141136.8 |
 PR0880| CQ5639 BADUS RM 3                           13.386 METERS 35827     |
 PR0880|---------------------------------------------------------------------|
 PR0880
 PR0880                          SUPERSEDED SURVEY CONTROL
 PR0880
 PR0880  NAD 83(1986)-  44 10 34.42315(N)    097 07 47.26747(W) AD(       ) 3
 PR0880  NAD 27      -  44 10 34.52300(N)    097 07 46.03900(W) AD(       ) 3
 PR0880
 PR0880.Superseded values are not recommended for survey control.
 PR0880
 PR0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0880.See file dsdata.pdf to determine how the superseded data were derived.
 PR0880
 PR0880_MARKER: DS = TRIANGULATION STATION DISK
 PR0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0880_STAMPING: BADUS 1949 1970
 PR0880_MARK LOGO: CGS
 PR0880_PROJECTION: FLUSH
 PR0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0880+STABILITY: SURFACE MOTION
 PR0880
 PR0880  HISTORY     - Date     Condition        Report By
 PR0880  HISTORY     - 1949     MONUMENTED       CGS
 PR0880  HISTORY     - 1965     SEE DESCRIPTION  USGS
 PR0880  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PR0880  HISTORY     - 1967     GOOD             USGS
 PR0880  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PR0880
 PR0880                          STATION DESCRIPTION
 PR0880
 PR0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0880'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF MADISON, ABOUT
 PR0880'6 MILES WEST-NORTHWEST OF NUNDA, ON PROPERTY OWNED BY CAROLINE
 PR0880'MANTHEY OF MADISON.  IT IS SET BETWEEN 2 EAST-WEST ROWS OF
 PR0880'TREES, 47 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77,
 PR0880'16 FEET NORTHWEST OF A FENCE CORNER, AND 11 FEET WEST OF
 PR0880'A FENCELINE AND A WITNESS POST.  THE DISK IS STAMPED BADUS
 PR0880'1949 AND IS SET FLUSH.
 PR0880'
 PR0880'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE CENTERLINE OF
 PR0880'THE HIGHWAY, AND 6 INCHES WEST OF A FENCELINE.  THE DISK
 PR0880'IS STAMPED BADUS NO 1 1949 AND PROJECTS 6 INCHES.
 PR0880'
 PR0880'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF A FENCE CORNER, AND
 PR0880'1 FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED
 PR0880'BADUS NO 2 1949 AND IS SET FLUSH.
 PR0880'
 PR0880'THE AZIMUTH MARK IS 34 FEET EAST OF THE CENTERLINE OF THE
 PR0880'HIGHWAY, 2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST
 PR0880'OF A FENCELINE.  THE DISK IS STAMPED BADUS 1949 AND PROJECTS
 PR0880'3 INCHES.
 PR0880'
 PR0880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 PR0880'STATE HIGHWAY 34, AT THE NORTHWEST EDGE OF MADISON, GO NORTH
 PR0880'ON HIGHWAY 77 FOR 11.7 MILES TO A DRIVEWAY AND FARM HOUSE
 PR0880'ON THE LEFT.  TURN LEFT, INTO THE DRIVEWAY, THEN TURN RIGHT,
 PR0880'PASSING TO THE EAST OF A BARN AND FENCE, AND GO NORTH FOR
 PR0880'0.1 MILE TO THE STATION AS DESCRIBED.
 PR0880'
 PR0880'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE NORTH,
 PR0880'ON THE HIGHWAY, FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 PR0880'
 PR0880'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PR0880
 PR0880                          STATION RECOVERY (1965)
 PR0880
 PR0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PR0880'STATION SEARCHED FOR BUT NOT RECOVERED.
 PR0880'
 PR0880'PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 PR0880'
 PR0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 PR0880'LOCATED ABOUT 12 MI. N OF MADISON
 PR0880
 PR0880                          STATION RECOVERY (1966)
 PR0880
 PR0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0880'THIS STATION AND REFERENCE MARKS NOT RECOVERED.  THE AZIMUTH
 PR0880'MARK WAS FOUND LYING ON TOP OF THE GROUND.  ALL INDICATIONS
 PR0880'ARE THAT THE STATION WAS DESTROYED BY HIGHWAY CONSTRUCTION.
 PR0880'THE DISK WAS REMOVED FROM THE AZIMUTH MARK.
 PR0880
 PR0880                          STATION RECOVERY (1967)
 PR0880
 PR0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PR0880'REFERENCE MARKS 1 AND 2 TO STATION BADUS HAVE BEEN MOVED TO
 PR0880'A NEW LOCATION DUE TO ROAD CONSTRUCTION.  REF 1--402 FT
 PR0880'N AND 90 FT W OF DRIVEWAY W. 14 FT W OF FENCE CORNER.  REF
 PR0880'2--372 FT N AND 141 FT W OF DRIVEWAY W, 153 FT NE OF NE
 PR0880'CORNER OF BARN.
 PR0880'
 PR0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12.0
 PR0880'MI. NORTH OF MADISON
 PR0880
 PR0880                          STATION RECOVERY (1970)
 PR0880
 PR0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PR0880'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.
 PR0880'IT WAS FOUND 18-INCHES BELOW GROUND SURFACE, WITH THE BOARD
 PR0880'USED TO SEPARATE IT FROM THE SURFACE STATION MARK STILL IN
 PR0880'PLACE.  REFERENCE MARK NO. 2 WAS FOUND AND APPEARS TO BE IN
 PR0880'GOOD CONDITION, THERE IS A SMALL DIFFERENCE IN THE MEASUREMENT
 PR0880'AND THE ARROW ON THE MARK POINTS ABOUT 5 FEET TO THE RIGHT
 PR0880'OF THE STATION - IT IS IN AN AREA WHERE IT IS APT TO BE RUN
 PR0880'OVER WITH FARM MACHINERY.  THE SURFACE STATION MARK AND
 PR0880'REFERENCE MARK NO. 1 WERE FOUND, THEY HAD BEEN RESET BY
 PR0880'THE STATE HIGHWAY DEPARTMENT AT THE TIME OF HIGHWAY
 PR0880'IMPROVEMENTS AT POINTS ABOUT 90 FEET WEST OF THE CENTER OF THE
 PR0880'HIGHWAY, 15 FEET WEST OF THE ORIGINAL STATION, ON A
 PR0880'NORTH-SOUTH LINE ABOUT 10 FEET APART.  NO RECORD OF THE
 PR0880'WORK WAS FOUND.  THE AZIMUTH MARK WAS REPORTED DESTROYED
 PR0880'AND THE DISK REMOVED IN 1966.  THE UNDERGROUND STATION
 PR0880'MARK WAS LOWERED AND THE SURFACE STATION MARK WAS
 PR0880'RESET OVER IT.  REFERENCE MARK NO. 3 WAS SET.  AN
 PR0880'AZIMUTH MARK WAS NOT SET, AS OTHER STATIONS WERE NOT VISIBLE.
 PR0880'
 PR0880'A NEW DESCRIPTION FOLLOWS--
 PR0880'
 PR0880'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF MADISON, AND
 PR0880'6 MILES WEST-NORTHWEST OF NUNDA, ON THE WEST SIDE OF U.S.
 PR0880'HIGHWAY 81, AT THE NORTHEAST CORNER OF A FARMSTEAD, ON PROPERTY
 PR0880'OF MR. JOE MANTHEY OF MADISON.
 PR0880'
 PR0880'THE STATION MARK IS A STANDARD DISK STAMPED BADUS 1949 1970,
 PR0880'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 PR0880'IS 76 FEET WEST OF THE CENTER OF HIGHWAY 81, 8 FOOT NORTH
 PR0880'OF A FENCE CORNER, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY
 PR0880'FENCE LINE, AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 PR0880'
 PR0880'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BADUS NO 2
 PR0880'1949, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PR0880'IT IS AT THE EAST EDGE OF A TRACK ROAD LEADINGNORTH TO FIELDS,
 PR0880'153 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 142
 PR0880'FEET WEST OF THE CENTER OF THE HIGHWAY, 29 FEET SOUTH OF AN
 PR0880'EAST-WEST FENCE AND GATE.
 PR0880'
 PR0880'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BADUS 1949
 PR0880'NO 3 1970, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 PR0880'GROUND.  IT IS 76 FEET WEST OF THE CENTER OF THE HIGHWAY, 52
 PR0880'FEET NORTH OF A FENCE CORNER, 42 FEET NORTH OF A METAL WITNESS
 PR0880'POST, AND 1 FOOT WEST OF THE WEST R.O.W. FENCE LINE.
 PR0880'
 PR0880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 PR0880'81 AND STATE HIGHWAYS 19 AND 34 AT THE WEST EDGE OF MADISON,
 PR0880'GO NORTH ON HIGHWAY 81 FOR 11.7 MILES TO A DRIVEWAY ON THE
 PR0880'LEFT INTO THE MANTHEY FARMSTEAD, CONTINUE NORTH ON THE HIGHWAY
 PR0880'FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PR0880'
 PR0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 PR0880'MILES WNW OF NUNDA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2081 ***********************************************************************
 NM2081  DESIGNATION -  BAGGS
 NM2081  PID         -  NM2081
 NM2081  STATE/COUNTY-  SD/YANKTON
 NM2081  COUNTRY     -  US
 NM2081  USGS QUAD   -  MISSION HILL (2017)
 NM2081
 NM2081                         *CURRENT SURVEY CONTROL
 NM2081  ______________________________________________________________________
 NM2081* NAD 83(2011) POSITION- 42 52 48.35658(N) 097 21 26.58081(W)   ADJUSTED
 NM2081* NAD 83(2011) ELLIP HT-   331.102 (meters)        (06/27/12)   ADJUSTED
 NM2081* NAD 83(2011) EPOCH   -  2010.00
 NM2081* NAVD 88 ORTHO HEIGHT -   356.692 (meters)     1170.25  (feet) ADJUSTED
 NM2081  ______________________________________________________________________
 NM2081  GEOID HEIGHT    -        -25.602 (meters)                     GEOID18
 NM2081  NAD 83(2011) X  -   -599,473.873 (meters)                     COMP
 NM2081  NAD 83(2011) Y  - -4,642,727.577 (meters)                     COMP
 NM2081  NAD 83(2011) Z  -  4,317,975.945 (meters)                     COMP
 NM2081  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 NM2081  DYNAMIC HEIGHT  -        356.591 (meters)     1169.92  (feet) COMP
 NM2081  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 NM2081
 NM2081  VERT ORDER      -  FIRST     CLASS II
 NM2081
 NM2081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2081  Standards:
 NM2081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2081  -------------------------------------------------------------------
 NM2081  NETWORK    1.96   4.88           0.90   0.66   2.49      0.10180954
 NM2081  -------------------------------------------------------------------
 NM2081  Click here for local accuracies and other accuracy information.
 NM2081
 NM2081.The horizontal coordinates were established by GPS observations
 NM2081.and adjusted by the National Geodetic Survey in June 2012.
 NM2081
 NM2081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2081.been affixed to the stable North American tectonic plate. See 
 NM2081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2081
 NM2081.The horizontal coordinates are valid at the epoch date displayed above
 NM2081.which is a decimal equivalence of Year/Month/Day.
 NM2081
 NM2081.The orthometric height was determined by differential leveling and
 NM2081.adjusted by the NATIONAL GEODETIC SURVEY
 NM2081.in June 1994.
 NM2081
 NM2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2081.GEOID18 height accuracy estimate available here.
 NM2081
 NM2081.Click photographs - Photos may exist for this station.
 NM2081
 NM2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2081
 NM2081.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2081
 NM2081.The ellipsoidal height was determined by GPS observations
 NM2081.and is referenced to NAD 83.
 NM2081
 NM2081.The dynamic height is computed by dividing the NAVD 88
 NM2081.geopotential number by the normal gravity value computed on the
 NM2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2081.degrees latitude (g = 980.6199 gals.).
 NM2081
 NM2081.The modeled gravity was interpolated from observed gravity values.
 NM2081
 NM2081. The following values were computed from the NAD 83(2011) position.
 NM2081
 NM2081;                    North         East     Units Scale Factor Converg.
 NM2081;SPC SD S     -    65,096.803   843,078.497   MT  0.99998926   +2 03 10.7
 NM2081;SPC SD S     -   213,571.76  2,766,000.04   sFT  0.99998926   +2 03 10.7
 NM2081;UTM  14      - 4,748,808.832   634,148.389   MT  0.99982139   +1 07 04.5
 NM2081
 NM2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2081!SPC SD S     -   0.99994808  x   0.99998926  =   0.99993734
 NM2081!UTM  14      -   0.99994808  x   0.99982139  =   0.99976948
 NM2081
 NM2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3414848808(NAD 83)
 NM2081
 NM2081                          SUPERSEDED SURVEY CONTROL
 NM2081
 NM2081  NAD 83(2007)-  42 52 48.35657(N)    097 21 26.58164(W) AD(2002.00) 0
 NM2081  ELLIP H (02/10/07)  331.130  (m)                       GP(2002.00)    
 NM2081  ELLIP H (05/25/04)  331.120  (m)                       GP(       ) 4 2
 NM2081  NAD 83(1996)-  42 52 48.35656(N)    097 21 26.58125(W) AD(       ) 1
 NM2081  ELLIP H (01/23/98)  331.162  (m)                       GP(       ) 4 1
 NM2081  NAD 83(1995)-  42 52 48.35657(N)    097 21 26.58123(W) AD(       ) 1
 NM2081  NAD 83(1986)-  42 52 48.36513(N)    097 21 26.57173(W) AD(       ) 1
 NM2081  NAVD 88             356.69   (m)         1170.2    (f) LEVELING    3  
 NM2081
 NM2081.Superseded values are not recommended for survey control.
 NM2081
 NM2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2081.See file dsdata.pdf to determine how the superseded data were derived.
 NM2081
 NM2081_MARKER: DS = TRIANGULATION STATION DISK
 NM2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2081_STAMPING: BAGGS 1993
 NM2081_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2081+STABILITY: SURFACE MOTION
 NM2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2081+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2081
 NM2081  HISTORY     - Date     Condition        Report By
 NM2081  HISTORY     - 1993     MONUMENTED       SD3070
 NM2081  HISTORY     - 19930602 GOOD             GEORES
 NM2081  HISTORY     - 19930908 GOOD             NGS
 NM2081  HISTORY     - 20111120 GOOD             GEOCAC
 NM2081
 NM2081                          STATION DESCRIPTION
 NM2081
 NM2081'DESCRIBED BY GEORESEARCH INCORPORATED 1993
 NM2081'SET BY CITY OF YANKTON, JUNE 1993
 NM2081'STATION IS LOCATED ABOUT 2 MILES (3.2 KM) EAST OF YANKTON, SD, NEAR
 NM2081'THE NORTHEAST CORNER OF THE INTERSECTION OF HIGHWAY 50 WITH A GRAVEL
 NM2081'COUNTY ROAD RUNNING NORTH AT A JOHN DEERE FARM IMPLEMENT DEALERSHIP.
 NM2081'THE MONUMENT IS A BRASS SURVEY DISC INSCRIBED BAGGS 1993 SET IN A
 NM2081'12 IN. X 5.5 FT. CONCRETE POST POURED IN PLACE AND SET FLUSH WITH THE
 NM2081'GROUND THIS DESCRIPTION SHOULD BE CONSIDERED PRELIMINARY, AND
 NM2081'CONFIRMED WITH FIELD DESCRIPTIONS.
 NM2081
 NM2081                          STATION RECOVERY (1993)
 NM2081
 NM2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM2081'3.3 KM (2.05 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2081'IN YANKTON, 58.0 M (190.3 FT) EAST-NORTHEAST OF MILEPOST 386, 25.6 M
 NM2081'(84.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NM2081'HIGHWAY, 15.3 M (50.2 FT) EAST OF THE CENTER OF A PAVED ROAD ALONG
 NM2081'THE WEST SIDE OF A JOHN DEERE DEALERSHIP, 3.2 M (10.5 FT) SOUTHEAST
 NM2081'OF THE SOUTHEAST CORNER OF AN UNDERGROUND CABLE JUNCTION BOX, 1.0 M
 NM2081'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A
 NM2081'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2081
 NM2081                          STATION RECOVERY (2011)
 NM2081
 NM2081'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 NM2081'MARK IS ABOUT 9 FEET EAST OF AN ELECTRICAL POLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0929 ***********************************************************************
 PR0929  DESIGNATION -  BAILY
 PR0929  PID         -  PR0929
 PR0929  STATE/COUNTY-  SD/CLARK
 PR0929  COUNTRY     -  US
 PR0929  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0929
 PR0929                         *CURRENT SURVEY CONTROL
 PR0929  ______________________________________________________________________
 PR0929* NAD 83(1996) POSITION- 44 57 50.98217(N) 097 46 42.25053(W)   ADJUSTED
 PR0929* NAVD 88 ORTHO HEIGHT -   556.    (meters)     1824.    (feet) SCALED
 PR0929  ______________________________________________________________________
 PR0929  GEOID HEIGHT    -        -24.588 (meters)                     GEOID18
 PR0929  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 PR0929  HORZ ORDER      -  FIRST
 PR0929
 PR0929.The horizontal coordinates were established by classical geodetic methods
 PR0929.and adjusted by the National Geodetic Survey in January 1998.
 PR0929
 PR0929.The orthometric height was scaled from a topographic map.
 PR0929
 PR0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0929.GEOID18 height accuracy estimate available here.
 PR0929
 PR0929.Click photographs - Photos may exist for this station.
 PR0929
 PR0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0929
 PR0929. The following values were computed from the NAD 83(1996) position.
 PR0929
 PR0929;                    North         East     Units Scale Factor Converg.
 PR0929;SPC SD N     -   128,064.783   775,242.594   MT  0.99994026   +1 34 20.3
 PR0929;SPC SD N     -   420,159.21  2,543,441.74   sFT  0.99994026   +1 34 20.3
 PR0929;UTM  14      - 4,979,695.056   596,340.558   MT  0.99971413   +0 51 48.0
 PR0929
 PR0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0929!SPC SD N     -   0.99991664  x   0.99994026  =   0.99985690
 PR0929!UTM  14      -   0.99991664  x   0.99971413  =   0.99963079
 PR0929
 PR0929:                Primary Azimuth Mark                     Grid Az
 PR0929:SPC SD N     -  BAILY AZ MK                              268 42 36.0
 PR0929:UTM  14      -  BAILY AZ MK                              269 25 08.3
 PR0929
 PR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9634079695(NAD 83)
 PR0929
 PR0929|---------------------------------------------------------------------|
 PR0929| PID    Reference Object                     Distance      Geod. Az  |
 PR0929|                                                           dddmmss.s |
 PR0929| PR0921 CLARK MUNICIPAL TANK                APPROX. 9.9 KM 1614328.2 |
 PR0929| CQ5640 BAILY AZ MK                                        2701656.3 |
 PR0929| CQ5641 BAILY RM 1                           12.528 METERS 27032     |
 PR0929| CQ5642 BAILY RM 2                           21.428 METERS 35950     |
 PR0929|---------------------------------------------------------------------|
 PR0929
 PR0929                          SUPERSEDED SURVEY CONTROL
 PR0929
 PR0929  NAD 83(1986)-  44 57 50.98261(N)    097 46 42.23564(W) AD(       ) 1
 PR0929  NAD 27      -  44 57 51.11739(N)    097 46 40.93156(W) AD(       ) 1
 PR0929
 PR0929.Superseded values are not recommended for survey control.
 PR0929
 PR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0929.See file dsdata.pdf to determine how the superseded data were derived.
 PR0929
 PR0929_MARKER: DS = TRIANGULATION STATION DISK
 PR0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0929_STAMPING: BAILY 1952
 PR0929_MARK LOGO: CGS
 PR0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0929+STABILITY: SURFACE MOTION
 PR0929
 PR0929  HISTORY     - Date     Condition        Report By
 PR0929  HISTORY     - 1952     MONUMENTED       CGS
 PR0929
 PR0929                          STATION DESCRIPTION
 PR0929
 PR0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0929'THE STATION IS ABOUT 6 MILES NORTH AND 2 MILES WEST OF CLARK, 2
 PR0929'MILES SOUTH AND 1 MILE EAST OF BAILY LAKE AND ABOUT 0.05 MILE
 PR0929'EAST OF THE SOUTHWEST CORNER OF SEC. 2, T 117 N, R 58 W.  IT IS
 PR0929'26 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 7 FEET NORTHEAST OF
 PR0929'A 4 IN X 4 IN WHITE WITNESS POST AND 7 FEET NORTH OF A FENCE.
 PR0929'
 PR0929'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER, GO SOUTH
 PR0929'ACROSS A RAILROAD TRACK TO A T-JUNCTION, TURN RIGHT AND GO WEST
 PR0929'AND SOUTH 4.25 MILES TO A CROSSROADS AT TWO MAILBOXES IN THE
 PR0929'SOUTHEAST ANGLE, CONTINUE SOUTH ON THE MAIN ROAD 6.1 MILES TO A
 PR0929'CROSSROADS, TURN LEFT AND GO EAST FOR 0.7 MILE TO THE AZIMUTH
 PR0929'MARK ON THE RIGHT, CONTINUE EAST 0.3 MILE TO THE HIGHEST POINT
 PR0929'AND THE STATION.
 PR0929'
 PR0929'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PR0929'BAILY 1952.
 PR0929'
 PR0929'REFERENCE MARK 1 IS 26 FEET SOUTH OF THE CENTER OF THE TRACK
 PR0929'ROAD AND 6 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH WITH THE
 PR0929'GROUND AND THE DISK IS STAMPED BAILY NO 1 1952.
 PR0929'
 PR0929'REFERENCE MARK 2 IS 76 FEET NORTH OF THE WITNESS POST AND 45
 PR0929'FEET NORTH OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 2 INCHES
 PR0929'AND THE DISK IS STAMPED BAILY NO 2 1952.
 PR0929'
 PR0929'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF THE ROAD, 3
 PR0929'FEET EAST OF A 4 X 4 WHITE WITNESS POST AND 1 FOOT NORTH OF A
 PR0929'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 PR0929'BAILY 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0637 ***********************************************************************
 PS0637  DESIGNATION -  BALD
 PS0637  PID         -  PS0637
 PS0637  STATE/COUNTY-  SD/SPINK
 PS0637  COUNTRY     -  US
 PS0637  USGS QUAD   -  REDFIELD SW (2017)
 PS0637
 PS0637                         *CURRENT SURVEY CONTROL
 PS0637  ______________________________________________________________________
 PS0637* NAD 83(1996) POSITION- 44 50 51.90764(N) 098 39 17.77496(W)   ADJUSTED
 PS0637* NAVD 88 ORTHO HEIGHT -   451.    (meters)     1480.    (feet) SCALED
 PS0637  ______________________________________________________________________
 PS0637  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0637  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 PS0637  HORZ ORDER      -  FIRST
 PS0637
 PS0637.The horizontal coordinates were established by classical geodetic methods
 PS0637.and adjusted by the National Geodetic Survey in January 1998.
 PS0637
 PS0637.The orthometric height was scaled from a topographic map.
 PS0637
 PS0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0637.GEOID18 height accuracy estimate available here.
 PS0637
 PS0637.Click photographs - Photos may exist for this station.
 PS0637
 PS0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0637
 PS0637. The following values were computed from the NAD 83(1996) position.
 PS0637
 PS0637;                    North         East     Units Scale Factor Converg.
 PS0637;SPC SD N     -   113,607.573   706,323.708   MT  0.99994539   +0 57 07.0
 PS0637;SPC SD N     -   372,727.51  2,317,330.37   sFT  0.99994539   +0 57 07.0
 PS0637;UTM  14      - 4,966,095.724   527,268.132   MT  0.99960914   +0 14 36.1
 PS0637
 PS0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0637!SPC SD N     -   0.99993305  x   0.99994539  =   0.99987845
 PS0637!UTM  14      -   0.99993305  x   0.99960914  =   0.99954222
 PS0637
 PS0637:                Primary Azimuth Mark                     Grid Az
 PS0637:SPC SD N     -  BALD AZ MK                               048 42 52.0
 PS0637:UTM  14      -  BALD AZ MK                               049 25 22.9
 PS0637
 PS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2726866095(NAD 83)
 PS0637
 PS0637|---------------------------------------------------------------------|
 PS0637| PID    Reference Object                     Distance      Geod. Az  |
 PS0637|                                                           dddmmss.s |
 PS0637| QR0597 ATHOL WHITE DOME FLAGPOLE           APPROX.18.6 KM 0141618.6 |
 PS0637| PS0633 ASHTON CONG CHURCH SPIRE            APPROX.20.3 KM 0361645.5 |
 PS0637| PS0632 ASHTON PUB SCHOOL BRICK STACK       APPROX.20.2 KM 0363056.0 |
 PS0637| PS0604 ASHTON MUNICIPAL TANK               APPROX.20.5 KM 0365222.9 |
 PS0637| CQ5646 BALD AZ MK                                         0493959.0 |
 PS0637| PS0626 REDFIELD ST SCH AND HOME STACK      APPROX.11.0 KM 0662104.6 |
 PS0637| PS0627 REDFIELD ST SCH AND HOME SPIRE      APPROX.11.1 KM 0664004.0 |
 PS0637| PS0629 REDFIELD MUNICIPAL TANK             APPROX.10.9 KM 0722837.7 |
 PS0637| PS0628 REDFIELD NW PUB SERV CO STK         APPROX.10.8 KM 0723401.1 |
 PS0637| PS0631 REDFIELD ST BERNARDS CATH CH        APPROX.11.6 KM 0733714.9 |
 PS0637| PS0635 REDFIELD COLL BLDG BRICK SPIRE      APPROX.10.9 KM 0763208.8 |
 PS0637| PS0634 REDFIELD PLAINVIEW ACADEMY CUP      APPROX.11.6 KM 0833214.0 |
 PS0637| PS0641 TULARE MUNICIPAL TANK               APPROX.17.0 KM 1360159.2 |
 PS0637| PS0599 HITCHCOCK MUNICIPAL TANK            APPROX.30.9 KM 1414408.1 |
 PS0637| PS0644 BURDETTE GERMAN LUTH CH SPIRE       APPROX.17.5 KM 1880842.5 |
 PS0637| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX.43.2 KM 2113231.3 |
 PS0637| PS0651 MILLER MUNICIPAL TANK               APPROX.45.4 KM 2155740.1 |
 PS0637| CQ5647 BALD RM 1                            58.394 METERS 22320     |
 PS0637| PS0646 ST MICHAELS CATH CHURCH SPIRE       APPROX.17.3 KM 2242624.8 |
 PS0637| PS0658 WHEATON CONG CHURCH FINIAL          APPROX.13.9 KM 2285216.8 |
 PS0637| PS0656 ROCKHAM MUNICIPAL TANK              APPROX.14.8 KM 2953520.3 |
 PS0637| QR0674 FAULKTON MUNICIPAL TANK             APPROX.42.5 KM 2994908.5 |
 PS0637| PS0639 ZELL CATHOLIC SCHOOL SPIRE          APPROX. 7.9 KM 3120646.9 |
 PS0637| PS0640 ZELL CATHOLIC CHURCH SPIRE          APPROX. 8.0 KM 3131045.1 |
 PS0637| CQ5648 BALD RM 2                            17.240 METERS 32835     |
 PS0637|---------------------------------------------------------------------|
 PS0637
 PS0637                          SUPERSEDED SURVEY CONTROL
 PS0637
 PS0637  NAD 83(1986)-  44 50 51.90734(N)    098 39 17.77477(W) AD(       ) 1
 PS0637  NAD 27      -  44 50 51.99500(N)    098 39 16.42800(W) AD(       ) 1
 PS0637
 PS0637.Superseded values are not recommended for survey control.
 PS0637
 PS0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0637.See file dsdata.pdf to determine how the superseded data were derived.
 PS0637
 PS0637_MARKER: DS = TRIANGULATION STATION DISK
 PS0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0637_STAMPING: BALD 1934
 PS0637_MARK LOGO: CGS
 PS0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0637+STABILITY: SURFACE MOTION
 PS0637
 PS0637  HISTORY     - Date     Condition        Report By
 PS0637  HISTORY     - 1934     MONUMENTED       CGS
 PS0637  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PS0637
 PS0637                          STATION DESCRIPTION
 PS0637
 PS0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0637'STATION IS LOCATED IN SEC. 21, T 116 N, R 65 W, ON THE HIGHEST
 PS0637'PART OF BALD MOUNTAIN, PROPERTY OWNER UNKNOWN.
 PS0637'
 PS0637'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0637'BRONZE DISKS SET IN CONCRETE.
 PS0637'
 PS0637'STATION IS REACHED FROM REDFIELD AT THE INTERSECTION OF THE
 PS0637'RAILROAD TRACKS AND U.S. HIGHWAY 212 AT THE SW SIDE OF TOWN,
 PS0637'BY GOING S 1.7 MILES.  THEN TURN RIGHT (W) ON GRAVEL ROAD AND
 PS0637'GO 6.0 MILES TO X-ROADS.  TURN LEFT (S) AND GO 0.1 MILE.  GO
 PS0637'RIGHT (W) INTO YARD OF EDGAR JOHNSON AND CONTINUE THROUGH YARD
 PS0637'ACROSS ROUGH UNEVEN GROUND TO W AND TOP OF BALD MOUNTAIN AND
 PS0637'STATION.  STATION IS LOCATED 65 FEET S OF N EDGE OF MOUNTAIN
 PS0637'ON TOP OF VERY NARROW PART OF TOP EXTENDING N-S.
 PS0637'
 PS0637'REFERENCE MARK NO. 1 IS LOCATED ON SW TOP OF BALD MOUNTAIN,
 PS0637'15 FEET FROM S END OF TOP WHERE STEEP SLOPE COMMENCES.  MARK
 PS0637'IS 191.74 FEET SW OF STATION.  REFERENCE MARK NO. 2 IS 5 FEET
 PS0637'S OF N EDGE OF MOUNTAIN ON NARROW N-S PART, 56.58 FEET N OF
 PS0637'STATION MARK.
 PS0637'
 PS0637'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NE OF STATION, 160
 PS0637'FEET S OF E-W DIRT ROAD, 500 FEET N OF JOHNSONS BARN IN E-W N-S
 PS0637'FENCE CORNER.
 PS0637'
 PS0637'REACHED FROM STATION BY GOING 0.35 MILE ACROSS UNEVEN ROCKY
 PS0637'GROUND TO STATION.
 PS0637'
 PS0637'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 PS0637
 PS0637                          STATION RECOVERY (1935)
 PS0637
 PS0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0637'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 PS0637'MARK NO. 1 WAS FOUND TO BE 191.58 FEET INSTEAD OF 191.74 FEET
 PS0637'AS MENTIONED IN THE ORIGINAL DESCRIPTION, ALSO THE DISTANCE
 PS0637'TO REFERENCE MARK NO. 2 WAS FOUND TO BE 56.12 FEET INSTEAD OF
 PS0637'56.58 FEET AS STATED IN THE ORIGINAL DESCRIPTION.
 PS0637'
 PS0637'THE STATION IS ABOUT 7 MILES SW OF REDFIELD, ABOUT 9-1/2 MILES
 PS0637'ESE OF ROCKHAM IN THE NE 1/4 OF SEC. 21, T 116 N, R 65 W, ON
 PS0637'LAND OWNED BY MESSRS. BRINK, ERICKSON, JOHNSON, AND JOHNSON.
 PS0637'MR. CARL JOHNSON, SON OF ONE OF THE PARTNERS, RENTS THE
 PS0637'PROPERTY.  THE MARK IS SET ON THE SUMMIT OF BALD MOUNTAIN, 198
 PS0637'FEET NE OF THE HIGHEST POINT OF THE MOUNTAIN, ABOUT 60 FEET
 PS0637'S OF THE N SLOPE.  THE MARK IS SET IN A SQUARE CONCRETE POST.
 PS0637'IT PROJECTS 6 INCHES.
 PS0637'
 PS0637'REFERENCE MARK NO. 1 IS 191.58 FEET SW OF THE STATION ON THE
 PS0637'FIRST RISE TO THE SW.  IT IS NEAR THE NE EDGE OF THAT RISE
 PS0637'AND IS SET IN A SQUARE CONCRETE POST.  MARK PROJECTS 8 INCHES.
 PS0637'REFERENCE MARK NO. 2 IS N OF THE STATION ON A NARROW RIDGE
 PS0637'EXTENDING NORTHWARD, ABOUT MIDWAY BETWEEN THE E AND W SLOPES.
 PS0637'THE MARK IS SET IN A SQUARE CONCRETE POST AND PROJECTS 7 INCHES.
 PS0637'
 PS0637'AZIMUTH MARK IS NE OF THE STATION, ABOUT 500 FEET NW OF MR.
 PS0637'JOHNSONS BARN, 160 FEET S OF E-W ROAD, 0.1 MILE W OF N-S ROAD.
 PS0637'IT IS 3 FEET S AND 3 FEET W OF FENCE CORNER.  MARK IS SET IN A
 PS0637'SQUARE CONCRETE POST AND PROJECTS 4 INCHES.
 PS0637'
 PS0637'REACHED FROM REDFIELD, INTERSECTION OF U.S. HIGHWAY 212 AND
 PS0637'U.S. HIGHWAY 218 AT THE FOSTER HOTEL, BY GOING S ON U.S. HIGHWAY
 PS0637'218 FOR 1.7 MILES TO CROSSROADS.  HERE TURN W AND GO 6 MILES TO
 PS0637'CROSSROADS.  TURN S AND GO 0.05 MILE TO DRIVEWAY LEADING TO
 PS0637'MR. JOHNSONS HOME.  STATION IS ABOUT 0.35 MILE W OF THIS HOUSE.
 PS0637'
 PS0637'STATIONS LOVOLD, GROVE-1934, REDFIELD MAGNETIC, AND LINN-1934
 PS0637'ARE VISIBLE FROM THE GROUND.
 PS0637'
 PS0637'A LIGHT 74 FEET ABOVE STATION ASHTON IS VISIBLE FROM THE TOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0727 ***********************************************************************
 PS0727  DESIGNATION -  BALD HILLS
 PS0727  PID         -  PS0727
 PS0727  STATE/COUNTY-  SD/HYDE
 PS0727  COUNTRY     -  US
 PS0727  USGS QUAD   -  BALD HILLS (2017)
 PS0727
 PS0727                         *CURRENT SURVEY CONTROL
 PS0727  ______________________________________________________________________
 PS0727* NAD 83(1996) POSITION- 44 53 17.19040(N) 099 36 27.80342(W)   ADJUSTED
 PS0727* NAVD 88 ORTHO HEIGHT -   597.    (meters)     1959.    (feet) SCALED
 PS0727  ______________________________________________________________________
 PS0727  GEOID HEIGHT    -        -22.769 (meters)                     GEOID18
 PS0727  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 PS0727  HORZ ORDER      -  FIRST
 PS0727
 PS0727.The horizontal coordinates were established by classical geodetic methods
 PS0727.and adjusted by the National Geodetic Survey in January 1998.
 PS0727
 PS0727.The orthometric height was scaled from a topographic map.
 PS0727
 PS0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0727.GEOID18 height accuracy estimate available here.
 PS0727
 PS0727.Click photographs - Photos may exist for this station.
 PS0727
 PS0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0727
 PS0727. The following values were computed from the NAD 83(1996) position.
 PS0727
 PS0727;                    North         East     Units Scale Factor Converg.
 PS0727;SPC SD N     -   117,283.877   630,988.043   MT  0.99994314   +0 16 39.5
 PS0727;SPC SD N     -   384,788.85  2,070,166.60   sFT  0.99994314   +0 16 39.5
 PS0727;UTM  14      - 4,970,700.410   452,008.981   MT  0.99962832   -0 25 44.0
 PS0727
 PS0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0727!SPC SD N     -   0.99990992  x   0.99994314  =   0.99985307
 PS0727!UTM  14      -   0.99990992  x   0.99962832  =   0.99953827
 PS0727
 PS0727:                Primary Azimuth Mark                     Grid Az
 PS0727:SPC SD N     -  BALD HILLS AZ MK                         207 23 40.4
 PS0727:UTM  14      -  BALD HILLS AZ MK                         208 06 03.9
 PS0727
 PS0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5200870700(NAD 83)
 PS0727
 PS0727|---------------------------------------------------------------------|
 PS0727| PID    Reference Object                     Distance      Geod. Az  |
 PS0727|                                                           dddmmss.s |
 PS0727| CQ5650 BALD HILLS RM 1                      27.775 METERS 15053     |
 PS0727| CQ5649 BALD HILLS AZ MK                                   2074019.9 |
 PS0727| CQ5651 BALD HILLS RM 2                      29.456 METERS 24045     |
 PS0727| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.30.2 KM 2972556.8 |
 PS0727|---------------------------------------------------------------------|
 PS0727
 PS0727                          SUPERSEDED SURVEY CONTROL
 PS0727
 PS0727  NAD 83(1986)-  44 53 17.18563(N)    099 36 27.81136(W) AD(       ) 1
 PS0727  NAD 27      -  44 53 17.25200(N)    099 36 26.39600(W) AD(       ) 1
 PS0727
 PS0727.Superseded values are not recommended for survey control.
 PS0727
 PS0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0727.See file dsdata.pdf to determine how the superseded data were derived.
 PS0727
 PS0727_MARKER: DS = TRIANGULATION STATION DISK
 PS0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0727_STAMPING: BALD HILLS 1935
 PS0727_MARK LOGO: CGS
 PS0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0727+STABILITY: SURFACE MOTION
 PS0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0727+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 PS0727
 PS0727  HISTORY     - Date     Condition        Report By
 PS0727  HISTORY     - 1935     MONUMENTED       CGS
 PS0727  HISTORY     - 1951     GOOD             CGS
 PS0727  HISTORY     - 1973     GOOD             USAF
 PS0727  HISTORY     - 20070615 GOOD             JOHFRA
 PS0727
 PS0727                          STATION DESCRIPTION
 PS0727
 PS0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0727'THIS STATION IS ABOUT 14-1/2 MILES SE OF LEBANON, 13 MILES
 PS0727'SSW OF SENECA, 0.6 MILE S OF THE HYDE-POTTER COUNTY LINE AND
 PS0727'3.2 MILES E AND 0.6 MILE S OF THE HYDE-POTTER-SULLY TRI-COUNTY
 PS0727'CORNER.  IT IS 0.25 MILE E AND 0.5 MILE N OF THE SW CORNER
 PS0727'OF SEC. 3, T 116 N, R 73 W, FRANKLIN TOWNSHIP, ON LAND OWNED
 PS0727'BY THE STATE AND RENTED BY J.W. MYERS, BALD HILLS RANCH,
 PS0727'GETTYSBURG, S.DAK.  THE MARK IS SET ON THE HIGHEST POINT OF
 PS0727'THE HIGHEST HILL IN THE VICINITY.  THE HILL IS TWO (2)
 PS0727'DISTINCT PORTIONS WITH THEIR SUMMITS ABOUT 0.25 MILE APART.
 PS0727'THE STATION IS ON THE MORE NORTHEASTERLY SUMMIT.  MARK
 PS0727'PROJECTS 5 INCHES.
 PS0727'
 PS0727'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0727'BRONZE DISKS SET IN CONCRETE.
 PS0727'
 PS0727'REFERENCE MARK NO. 1 IS SE OF THE STATION AND PROJECTS 4
 PS0727'INCHES.  REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS
 PS0727'5 INCHES.
 PS0727'
 PS0727'AZIMUTH MARK IS SSW OF THE STATION IN RIGHT-OF-WAY FENCE LINE
 PS0727'ON THE N EDGE OF THE RIGHT-OF-WAY OF E-W ROAD.  IT IS 29 FEET
 PS0727'N OF THE CENTER LINE OF THE ROAD, 65 FEET NE OF POINT OF
 PS0727'INTERSECTION OF E-W ROAD AND SIDE ROAD S.  IT IS ABOUT 10
 PS0727'FEET E OF THE PROLONGATION OF N-S FENCE LINE ON THE E EDGE
 PS0727'OF THE RIGHT-OF-WAY OF SIDE ROAD LEADING S.  MARK PROJECTS 10
 PS0727'INCHES.
 PS0727'
 PS0727'TO REACH FROM CROSSROADS AT THE NE CORNER OF LEBANON, GO S
 PS0727'ON GRAVEL ROAD FOR 6.0 MILES TO CROSSROADS.  TURN E AND GO
 PS0727'1 MILE.  HERE TURN RIGHT, S, WITH THE MAIN TRAVELED ROAD AND
 PS0727'GO 4.0 MILES TO CROSSROADS WITH A SCHOOLHOUSE TO THE SE.  HERE
 PS0727'GO E FOR 2.0 MILES TO CROSSROADS.  TURN S AND GO 2.0 MILES TO
 PS0727'JOGGED CROSSROADS.  TURN E ON COUNTY LINE ROAD AND GO 1.0 MILE
 PS0727'TO T-ROAD S.  THIS IS THE SULLY-HYDE-POTTER COUNTY CORNER.
 PS0727'TURN S ON DIRT ROAD AND GO 1.0 MILE TO CROSSROADS.  HERE TURN
 PS0727'E AND GO 3.0 MILES TO SIDE ROAD S.  STATION IS ON HIGHEST
 PS0727'HILL 0.5 MILE NNE OF THIS POINT.
 PS0727'
 PS0727'A LIGHT 74 FEET ABOVE STATION SENECA IS VISIBLE FROM THE GROUND.
 PS0727'
 PS0727'A LIGHT 60 FEET ABOVE STATION CANTON IS VISIBLE FROM THE GROUND.
 PS0727
 PS0727                          STATION RECOVERY (1951)
 PS0727
 PS0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0727'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PS0727'TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 PS0727'A NEW DESCRIPTION TO REACH STATION FOLLOWS.
 PS0727'
 PS0727'TO REACH FROM THE POST OFFICE IN HOLABIRD GO WEST ON U.S.
 PS0727'HIGHWAY 14 FOR 0.2 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH
 PS0727'FOR 1.4 MILES TO T INTERSECTION.  TURN LEFT AND GO WEST FOR 0.5
 PS0727'MILE TO T INTERSECTION.  TURN RIGHT AND GO NORTH ON MAIN GRAVEL
 PS0727'ROAD FOR 23.0 MILES TO T INTERSECTION AND AZIMUTH ON RIGHT IN
 PS0727'FENCELINE AS DESCRIBED.  CONTINUE NORTH, PASSING THROUGH GATE
 PS0727'INTO FIELD, AND GO NORTHEAST ABOUT 0.55 MILE TO TOP OF HILL AND
 PS0727'STATION AS DESCRIBED.
 PS0727'
 PS0727'1951 OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
 PS0727
 PS0727                          STATION RECOVERY (1973)
 PS0727
 PS0727'RECOVERY NOTE BY US AIR FORCE 1973
 PS0727'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 PS0727'FOR OUR PURPOSES THE DESCRIPTION FROM HOLOBIRD IS TOO LENGTHY.
 PS0727'A NEW DESCRIPTION FOLLOWS--
 PS0727'
 PS0727'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 PS0727'47 AND U.S. HIGHWAY 212 SOUTH OF LEBANON GO EAST ON U.S.
 PS0727'HIGHWAY 212 FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND
 PS0727'GO STRAIGHT AHEAD (SOUTH) FOR 5.0 MILES TO A CROSSROAD
 PS0727'AND YIELD SIGN.  CONTINUE STRAIGHT AHEAD (SOUTH) FOR 4.0
 PS0727'MILES TO CROSSROAD AND STOP SIGN.  TURN LEFT (EAST) AND GO 2.0
 PS0727'MILES ON GRAVEL ROAD TO A RIGHT TURN IN ROAD.  TURN RIGHT AND GO
 PS0727'SOUTH 1.0 MILE ON GRAVEL ROAD TO A LEFT TURN IN ROAD.  TURN
 PS0727'LEFT (EAST) AND GO 4.0 MILES ON GRAVEL ROAD TO SIDE ROAD
 PS0727'RIGHT AND GATE STRAIGHT AHEAD.  GO THROUGH GATE TO AZIMUTH
 PS0727'MARK ON LEFT.  PROCEED FROM GATE NORTHEAST 0.60 MILE ON DIM
 PS0727'TRACK ROAD ACROSS PASTURE TO BASE OF HILL AND END OF TRUCK TRAVEL.
 PS0727'PACK NORTHEASTERLY TO HIGHEST PEAK AND STATION.
 PS0727'
 PS0727'AZIMUTH MARK IS 15 FEET EAST OF NORTH END OF GATE.
 PS0727
 PS0727                          STATION RECOVERY (2007)
 PS0727
 PS0727'RECOVERY NOTE BY JOHNSON-FRANK 2007 (RAF)
 PS0727'THE MARK, ALONG WITH RM1 AND RM2 WERE FOUND IN GOOD CONDITION. THE
 PS0727'AZIMUTH MARK WAS REPORTED TO HAVE BEEN DESTROYED IN THE 1960'S DURING
 PS0727'CONSTRUCTION OF A DRIVEWAY TO A HOUSE ON THE HILL ABOUT 1/4 MILE WEST
 PS0727'OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0723 ***********************************************************************
 PU0723  DESIGNATION -  BALL
 PU0723  PID         -  PU0723
 PU0723  STATE/COUNTY-  SD/MEADE
 PU0723  COUNTRY     -  US
 PU0723  USGS QUAD   -  CAMP CREEK (2017)
 PU0723
 PU0723                         *CURRENT SURVEY CONTROL
 PU0723  ______________________________________________________________________
 PU0723* NAD 83(1996) POSITION- 44 53 39.43848(N) 102 54 15.72872(W)   ADJUSTED
 PU0723* NAVD 88 ORTHO HEIGHT -   855.732 (meters)     2807.51  (feet) ADJUSTED
 PU0723  ______________________________________________________________________
 PU0723  GEOID HEIGHT    -        -17.397 (meters)                     GEOID18
 PU0723  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 PU0723  DYNAMIC HEIGHT  -        855.552 (meters)     2806.92  (feet) COMP
 PU0723  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 PU0723
 PU0723  HORZ ORDER      -  SECOND
 PU0723  VERT ORDER      -  SECOND    CLASS 0
 PU0723
 PU0723.The horizontal coordinates were established by classical geodetic methods
 PU0723.and adjusted by the National Geodetic Survey in January 1998.
 PU0723
 PU0723.The orthometric height was determined by differential leveling and
 PU0723.adjusted by the NATIONAL GEODETIC SURVEY
 PU0723.in June 1991.
 PU0723
 PU0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0723.GEOID18 height accuracy estimate available here.
 PU0723
 PU0723.Click photographs - Photos may exist for this station.
 PU0723
 PU0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0723
 PU0723.The dynamic height is computed by dividing the NAVD 88
 PU0723.geopotential number by the normal gravity value computed on the
 PU0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0723.degrees latitude (g = 980.6199 gals.).
 PU0723
 PU0723.The modeled gravity was interpolated from observed gravity values.
 PU0723
 PU0723. The following values were computed from the NAD 83(1996) position.
 PU0723
 PU0723;                    North         East     Units Scale Factor Converg.
 PU0723;SPC SD N     -   122,010.201   370,641.312   MT  0.99994284   -2 03 19.9
 PU0723;SPC SD N     -   400,295.13  1,216,012.37   sFT  0.99994284   -2 03 19.9
 PU0723;UTM  13      - 4,973,343.611   665,471.393   MT  0.99993670   +1 28 46.0
 PU0723
 PU0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0723!SPC SD N     -   0.99986858  x   0.99994284  =   0.99981142
 PU0723!UTM  13      -   0.99986858  x   0.99993670  =   0.99980528
 PU0723
 PU0723:                Primary Azimuth Mark                     Grid Az
 PU0723:SPC SD N     -  Z 121                                    069 39 45.7
 PU0723:UTM  13      -  Z 121                                    066 07 39.8
 PU0723
 PU0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6547173343(NAD 83)
 PU0723
 PU0723|---------------------------------------------------------------------|
 PU0723| PID    Reference Object                     Distance      Geod. Az  |
 PU0723|                                                           dddmmss.s |
 PU0723| PU0725 Z 121                                              0673625.8 |
 PU0723| PU0722 BALL RM 1                             7.686 METERS 14210     |
 PU0723| PU0724 BALL RM 2                             8.803 METERS 33512     |
 PU0723|---------------------------------------------------------------------|
 PU0723
 PU0723                          SUPERSEDED SURVEY CONTROL
 PU0723
 PU0723  NAD 83(1993)-  44 53 39.43114(N)    102 54 15.72767(W) AD(       ) 2
 PU0723  NAD 83(1986)-  44 53 39.42907(N)    102 54 15.72631(W) AD(       ) 2
 PU0723  NAD 27      -  44 53 39.47380(N)    102 54 14.11960(W) AD(       ) 2
 PU0723  NGVD 29 (??/??/92)  855.266  (m)         2805.99   (f) ADJ UNCH    2 0
 PU0723  NGVD 29             855.27   (m)         2806.0    (f) LEVELING    3  
 PU0723
 PU0723.Superseded values are not recommended for survey control.
 PU0723
 PU0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0723.See file dsdata.pdf to determine how the superseded data were derived.
 PU0723
 PU0723_MARKER: DS = TRIANGULATION STATION DISK
 PU0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0723_STAMPING: BALL 1951
 PU0723_MARK LOGO: CGS
 PU0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0723+STABILITY: SURFACE MOTION
 PU0723
 PU0723  HISTORY     - Date     Condition        Report By
 PU0723  HISTORY     - 1951     MONUMENTED       CGS
 PU0723  HISTORY     - 1962     GOOD             CGS
 PU0723  HISTORY     - 1962     GOOD             CGS
 PU0723  HISTORY     - 1963     GOOD             CGS
 PU0723
 PU0723                          STATION DESCRIPTION
 PU0723
 PU0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0723'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF THE
 PU0723'SULPHUR POST OFFICE, ON THE HIGHEST POINT OF A PROMINENT MOUND,
 PU0723'ON LAND OWNED BY MR. ALPHIE JOHNSON, IN THE SOUTHWEST 1/4
 PU0723'OF SECTION 22, T 11 N, R 10 E, AND 0.05 MILE NORTHERLY OF
 PU0723'U.S. HIGHWAY NO. 212.
 PU0723'
 PU0723'TO REACH THE STATION FROM THE SULPHUR POST OFFICE, GO NORTHEASTERLY
 PU0723'ON NO. 212 FOR 1.35 MILES TO A TRACK ROAD ON THE LEFT.  THEN
 PU0723'SHARP LEFT, WEST, FOR 0.3 MILE.  THEN RIGHT, THROUGH A WIRE
 PU0723'GATE.  THEN RIGHT, EASTERLY, (ACROSS PASTURE LAND) FOR 0.3
 PU0723'MILE TO THE TOP OF THE MOUND AND THE STATION AS DESCRIBED.
 PU0723'TO REACH BENCH MARK Z 121 (AZ. MK.) FROM THE POINT WHERE U.S.
 PU0723'HIGHWAY NO. 212 AND THE TRACK ROAD JUNCTION, GO EASTERLY ON
 PU0723'NO. 212 FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PU0723'
 PU0723'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU0723'BALL 1951.
 PU0723'
 PU0723'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE MOUND, AND
 PU0723'25 FEET EAST OF THE WEST EDGE OF THE MOUND.  IT PROJECTS 3 INCHES,
 PU0723'AND THE DISK IS STAMPED BALL NO 1 1951.
 PU0723'
 PU0723'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE NORTH EDGE OF THE
 PU0723'MOUND, AND 20 FEET EAST OF THE WEST EDGE OF THE MOUND.  IT IS
 PU0723'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BALL NO 2 1951.
 PU0723'
 PU0723'BENCH MARK Z 121 IS 50 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PU0723'NO. 212, AND 15 FEET NORTH OF A WIRE FENCE.  IT IS A STANDARD
 PU0723'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED Z 121
 PU0723'1934 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 PU0723'PROJECTS 5 INCHES.
 PU0723'
 PU0723'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 PU0723'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU0723
 PU0723                          STATION RECOVERY (1962)
 PU0723
 PU0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0723'THE STATION WAS RECOVERED WITH ALL MARKS UNDISTURBED AND IN
 PU0723'GOOD CONDITION.  NO SIGNIFICANT DIFFERENCES WERE NOTED IN
 PU0723'DISTANCE AND DIRECTION TO MARKS.  A PUNCH MARK WAS MADE IN THE
 PU0723'ARROW OF REFERENCE MARK NUMBER 2 AND MEASUREMENT ABOVE WAS
 PU0723'MADE TO THIS POINT AT THIS TIME.  BENCH MARK Z 121 (SERVING
 PU0723'AS AZIMUTH MARK) IS NO LONGER ON U.S. HIGHWAY 212.  A COMPLETE
 PU0723'DESCRIPTION FOLLOWS--
 PU0723'
 PU0723'THE STATION IS LOCATED ABOUT 17-3/4 MILES SOUTHWEST OF MAURINE,
 PU0723'7-3/4 MILES SOUTH OF MUD BUTTE, AND 1-1/2 MILES NORTH OF
 PU0723'SULPHUR ON THE HILL CLOSEST TO THE ROAD OF SERVERAL HILLS
 PU0723'IN THE VICINITY.  HILLS TO THE NORTHWEST AND NORTHEAST ARE
 PU0723'HIGHER.
 PU0723'
 PU0723'TO REACH THE STATION FROM THE GENERAL STORE IN SULPHUR, GO NORTH
 PU0723'AND EAST ON GRADED, GRAVELED ROAD ACROSS BRIDGE OVER SULPHUR
 PU0723'CREEK FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH
 PU0723'0.9 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH
 PU0723'0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST 0.1 MILE TO
 PU0723'GATE ON THE RIGHT WHERE TRACK ROAD LEADS TO ABANDONED RANCH
 PU0723'HOUSE.  TURN RIGHT AND GO NORTH THROUGH GATE, THEN SHARP RIGHT
 PU0723'ALONG THE FENCE LINE EAST TO THE SOUTH RIDGE OF HILL, THENCE
 PU0723'UP THIS RIDGE TO THE STATION FOR A TOTAL DISTANCE OF 0.3
 PU0723'MILE.
 PU0723'
 PU0723'THE STATION MARK IS A STANDARD DISK STAMPED BALL 1951 CEMENTED
 PU0723'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 PU0723'1 INCH ABOVE GROUND.
 PU0723'
 PU0723'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED BALL NO 1 1951
 PU0723'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU0723'PROJECTING 3 INCHES ABOVE THE GROUND, IS ABOUT 15 INCHES LOWER
 PU0723'THAN THE STATION MARK.
 PU0723'
 PU0723'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED BALL NO
 PU0723'2 1951 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PU0723'MONUMENT FLUSH WITH THE GROUND, IS ABOUT 12 INCHES LOWER THAN
 PU0723'THE STATION MARK.
 PU0723'
 PU0723'BENCH MARK Z 121 SERVES AS THE AZIMUTH MARK.  IT IS A STANDARD
 PU0723'DISK STAMPED Z 121 1934 CEMENTED IN THE TOP OF A 5-INCH
 PU0723'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  IT IS
 PU0723'49.1 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 10.6 FEET
 PU0723'NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE, AND 10.6 FEET
 PU0723'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN IN THE FENCE
 PU0723'LINE.  TO REACH BENCH MARK Z 121 FROM THE SECOND FORK MENTIONED
 PU0723'IN THE DESCRIPTION ABOVE, TAKE THE RIGHT FORK AND GO NORTHEAST
 PU0723'0.6 MILE TO THE MARK ON THE LEFT.
 PU0723
 PU0723                          STATION RECOVERY (1962)
 PU0723
 PU0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0723'1.4 MI N FROM SULPHUR.
 PU0723'1.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0723'SULPHUR, ON THE TOP OF A KNOLL, 489 FEET NORTHWEST OF THE
 PU0723'CENTER LINE OF THE ROAD, 25.4 FEET NORTH-NORTHWEST OF R.M. 1,
 PU0723'27.3 FEET SOUTH OF R.M. 2, 400 FEET NORTHWEST OF A FENCE,
 PU0723'ABOUT 400 FEET NORTHEAST OF THE CENTER LINE OF A ROAD NORTHWEST,
 PU0723'ABOUT 35 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0723'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PU0723
 PU0723                          STATION RECOVERY (1963)
 PU0723
 PU0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0722 ***********************************************************************
 PU0722  DESIGNATION -  BALL RM 1
 PU0722  PID         -  PU0722
 PU0722  STATE/COUNTY-  SD/MEADE
 PU0722  COUNTRY     -  US
 PU0722  USGS QUAD   -  CAMP CREEK (2017)
 PU0722
 PU0722                         *CURRENT SURVEY CONTROL
 PU0722  ______________________________________________________________________
 PU0722* NAD 83(1986) POSITION- 44 53 39.24   (N) 102 54 15.51   (W)   HD_HELD1
 PU0722* NAVD 88 ORTHO HEIGHT -   855.345 (meters)     2806.24  (feet) ADJUSTED
 PU0722  ______________________________________________________________________
 PU0722  GEOID HEIGHT    -        -17.397 (meters)                     GEOID18
 PU0722  DYNAMIC HEIGHT  -        855.164 (meters)     2805.65  (feet) COMP
 PU0722  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 PU0722
 PU0722  VERT ORDER      -  SECOND    CLASS 0
 PU0722
 PU0722.The horizontal coordinates were determined by differentially corrected
 PU0722.hand held GPS observations or other comparable positioning techniques
 PU0722.and have an estimated accuracy of +/- 3 meters.
 PU0722
 PU0722.The orthometric height was determined by differential leveling and
 PU0722.adjusted by the NATIONAL GEODETIC SURVEY
 PU0722.in June 1991.
 PU0722
 PU0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0722.GEOID18 height accuracy estimate available here.
 PU0722
 PU0722.Click photographs - Photos may exist for this station.
 PU0722
 PU0722.The dynamic height is computed by dividing the NAVD 88
 PU0722.geopotential number by the normal gravity value computed on the
 PU0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0722.degrees latitude (g = 980.6199 gals.).
 PU0722
 PU0722.The modeled gravity was interpolated from observed gravity values.
 PU0722
 PU0722;                    North         East    Units  Estimated Accuracy
 PU0722;SPC SD N     -   122,003.9     370,645.9     MT  (+/- 3 meters HH1 GPS) 
 PU0722
 PU0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6547673337(NAD 83)
 PU0722
 PU0722                          SUPERSEDED SURVEY CONTROL
 PU0722
 PU0722  NGVD 29 (??/??/92)  854.878  (m)         2804.71   (f) ADJ UNCH    2 0
 PU0722
 PU0722.Superseded values are not recommended for survey control.
 PU0722
 PU0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0722.See file dsdata.pdf to determine how the superseded data were derived.
 PU0722
 PU0722_MARKER: DR = REFERENCE MARK DISK
 PU0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0722_STAMPING: BALL NO 1 1951
 PU0722_MARK LOGO: CGS
 PU0722_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0722+STABILITY: SURFACE MOTION
 PU0722
 PU0722  HISTORY     - Date     Condition        Report By
 PU0722  HISTORY     - 1951     MONUMENTED       CGS
 PU0722  HISTORY     - 1962     GOOD             CGS
 PU0722  HISTORY     - 1963     GOOD             CGS
 PU0722
 PU0722                          STATION DESCRIPTION
 PU0722
 PU0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0722'1.4 MI N FROM SULPHUR.
 PU0722'1.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT SULPHUR,
 PU0722'ON A KNOLL, 459 FEET NORTHWEST OF THE CENTER LINE OF THE
 PU0722'ROAD, 25.4 FEET SOUTH-SOUTHEAST OF THE STATION, 375 FEET
 PU0722'NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE STATION, AND SET
 PU0722'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 PU0722'GROUND.
 PU0722
 PU0722                          STATION RECOVERY (1963)
 PU0722
 PU0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0724 ***********************************************************************
 PU0724  DESIGNATION -  BALL RM 2
 PU0724  PID         -  PU0724
 PU0724  STATE/COUNTY-  SD/MEADE
 PU0724  COUNTRY     -  US
 PU0724  USGS QUAD   -  CAMP CREEK (2017)
 PU0724
 PU0724                         *CURRENT SURVEY CONTROL
 PU0724  ______________________________________________________________________
 PU0724* NAD 83(1986) POSITION- 44 53 39.70   (N) 102 54 15.90   (W)   HD_HELD1
 PU0724* NAVD 88 ORTHO HEIGHT -   855.212 (meters)     2805.81  (feet) ADJUSTED
 PU0724  ______________________________________________________________________
 PU0724  GEOID HEIGHT    -        -17.397 (meters)                     GEOID18
 PU0724  DYNAMIC HEIGHT  -        855.032 (meters)     2805.22  (feet) COMP
 PU0724  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 PU0724
 PU0724  VERT ORDER      -  SECOND    CLASS 0
 PU0724
 PU0724.The horizontal coordinates were determined by differentially corrected
 PU0724.hand held GPS observations or other comparable positioning techniques
 PU0724.and have an estimated accuracy of +/- 3 meters.
 PU0724
 PU0724.The orthometric height was determined by differential leveling and
 PU0724.adjusted by the NATIONAL GEODETIC SURVEY
 PU0724.in June 1991.
 PU0724
 PU0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0724.GEOID18 height accuracy estimate available here.
 PU0724
 PU0724.Click photographs - Photos may exist for this station.
 PU0724
 PU0724.The dynamic height is computed by dividing the NAVD 88
 PU0724.geopotential number by the normal gravity value computed on the
 PU0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0724.degrees latitude (g = 980.6199 gals.).
 PU0724
 PU0724.The modeled gravity was interpolated from observed gravity values.
 PU0724
 PU0724;                    North         East    Units  Estimated Accuracy
 PU0724;SPC SD N     -   122,018.4     370,637.8     MT  (+/- 3 meters HH1 GPS) 
 PU0724
 PU0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6546773351(NAD 83)
 PU0724
 PU0724                          SUPERSEDED SURVEY CONTROL
 PU0724
 PU0724  NGVD 29 (??/??/92)  854.746  (m)         2804.28   (f) ADJ UNCH    2 0
 PU0724
 PU0724.Superseded values are not recommended for survey control.
 PU0724
 PU0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0724.See file dsdata.pdf to determine how the superseded data were derived.
 PU0724
 PU0724_MARKER: DR = REFERENCE MARK DISK
 PU0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0724_STAMPING: BALL NO 2 1951
 PU0724_MARK LOGO: CGS
 PU0724_PROJECTION: FLUSH
 PU0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0724+STABILITY: SURFACE MOTION
 PU0724
 PU0724  HISTORY     - Date     Condition        Report By
 PU0724  HISTORY     - 1951     MONUMENTED       CGS
 PU0724  HISTORY     - 1962     GOOD             CGS
 PU0724  HISTORY     - 1963     GOOD             CGS
 PU0724
 PU0724                          STATION DESCRIPTION
 PU0724
 PU0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0724'1.4 MI N FROM SULPHUR.
 PU0724'1.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT SULPHUR,
 PU0724'ON A KNOLL, 27.3 FEET NORTH OF THE STATION, 499 FEET NORTHWEST
 PU0724'OF THE CENTER LINE OF THE ROAD, 410 FEET NORTHWEST OF A FENCE,
 PU0724'ABOUT 1 FOOT LOWER THAN THE STATION, AND SET IN THE TOP OF A
 PU0724'CONCRETE POST FLUSH WITH THE GROUND.
 PU0724
 PU0724                          STATION RECOVERY (1963)
 PU0724
 PU0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0761 ***********************************************************************
 OQ0761  DESIGNATION -  BALTIC
 OQ0761  PID         -  OQ0761
 OQ0761  STATE/COUNTY-  SD/MINNEHAHA
 OQ0761  COUNTRY     -  US
 OQ0761  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0761
 OQ0761                         *CURRENT SURVEY CONTROL
 OQ0761  ______________________________________________________________________
 OQ0761* NAD 83(1996) POSITION- 43 46 53.29665(N) 096 40 05.09180(W)   ADJUSTED
 OQ0761* NAVD 88 ORTHO HEIGHT -   502.    (meters)     1647.    (feet) SCALED
 OQ0761  ______________________________________________________________________
 OQ0761  GEOID HEIGHT    -        -26.150 (meters)                     GEOID18
 OQ0761  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 OQ0761  HORZ ORDER      -  FIRST
 OQ0761
 OQ0761.The horizontal coordinates were established by classical geodetic methods
 OQ0761.and adjusted by the National Geodetic Survey in January 1998.
 OQ0761
 OQ0761.The orthometric height was scaled from a topographic map.
 OQ0761
 OQ0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0761.GEOID18 height accuracy estimate available here.
 OQ0761
 OQ0761.Click photographs - Photos may exist for this station.
 OQ0761
 OQ0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0761
 OQ0761. The following values were computed from the NAD 83(1996) position.
 OQ0761
 OQ0761;                    North         East     Units Scale Factor Converg.
 OQ0761;SPC SD S     -   167,384.890   894,930.745   MT  0.99991091   +2 31 42.5
 OQ0761;SPC SD S     -   549,161.93  2,936,118.62   sFT  0.99991091   +2 31 42.5
 OQ0761;UTM  14      - 4,850,244.665   687,646.655   MT  1.00003311   +1 36 50.2
 OQ0761
 OQ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0761!SPC SD S     -   0.99992534  x   0.99991091  =   0.99983626
 OQ0761!UTM  14      -   0.99992534  x   1.00003311  =   0.99995845
 OQ0761
 OQ0761:                Primary Azimuth Mark                     Grid Az
 OQ0761:SPC SD S     -  BALTIC AZ MK 2                           345 25 26.7
 OQ0761:UTM  14      -  BALTIC AZ MK 2                           346 20 19.0
 OQ0761
 OQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8764650244(NAD 83)
 OQ0761
 OQ0761|---------------------------------------------------------------------|
 OQ0761| PID    Reference Object                     Distance      Geod. Az  |
 OQ0761|                                                           dddmmss.s |
 OQ0761| OQ0825 BALTIC EAST NIDARUS CH STEEPLE      APPROX. 6.0 KM 2045018.8 |
 OQ0761| CO2175 BALTIC RM 1                         356.270 METERS 21548     |
 OQ0761| OQ0765 BALTIC MUNICIPAL TANK               APPROX. 6.1 KM 2455814.9 |
 OQ0761| OQ0843 WILLOW CREEK LUTH CH SPIRE          APPROX.11.6 KM 2745832.3 |
 OQ0761| CO2178 BALTIC RM 4                         186.380 METERS 30120     |
 OQ0761| CO2176 BALTIC RM 2                         190.591 METERS 30206     |
 OQ0761| OQ0764 DELL RAPIDS WATER TANK              APPROX. 6.2 KM 3272507.8 |
 OQ0761| CO2173 BALTIC AZ MK                                       3474842.8 |
 OQ0761| CO2174 BALTIC AZ MK 2                                     3475709.2 |
 OQ0761| CO2177 BALTIC RM 3                         106.310 METERS 35730     |
 OQ0761|---------------------------------------------------------------------|
 OQ0761
 OQ0761                          SUPERSEDED SURVEY CONTROL
 OQ0761
 OQ0761  NAD 83(1986)-  43 46 53.30040(N)    096 40 05.07041(W) AD(       ) 1
 OQ0761  NAD 27      -  43 46 53.39500(N)    096 40 03.89800(W) AD(       ) 1
 OQ0761
 OQ0761.Superseded values are not recommended for survey control.
 OQ0761
 OQ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0761.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0761
 OQ0761_MARKER: DS = TRIANGULATION STATION DISK
 OQ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0761_STAMPING: BALTIC 1927
 OQ0761_MARK LOGO: CGS
 OQ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0761+STABILITY: SURFACE MOTION
 OQ0761
 OQ0761  HISTORY     - Date     Condition        Report By
 OQ0761  HISTORY     - 1927     MONUMENTED       CGS
 OQ0761  HISTORY     - 1934     GOOD             CGS
 OQ0761  HISTORY     - 1935     GOOD             CGS
 OQ0761  HISTORY     - 1949     GOOD             CGS
 OQ0761  HISTORY     - 1971     GOOD             NGS
 OQ0761
 OQ0761                          STATION DESCRIPTION
 OQ0761
 OQ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0761'ABOUT 1-1/4 MILES NORTH AND 3-1/2 MILES EAST OF TOWN OF BALTIC, 4-1/2
 OQ0761'MILES NORTH AND 8-1/2 MILES WEST OF GARRETSON, IN SW 1/4 SEC. 25,
 OQ0761'T104N, R49W, OF FIFTH PRINCIPAL MERIDIAN, ON LAND OWNED BY OLA
 OQ0761'MOLSKNES AND LEASED BY HAMMER BROS., ON HIGHEST PART OF RIDGE, ABOUT
 OQ0761'200 PACES EAST OF WEST SECTION-LINE ROAD, AND 106.4 METERS (349 FEET)
 OQ0761'SOUTH OF HALF-SECTION FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE
 OQ0761'STANDARD STATION DISKS IN CONCRETE.  UPPER MARK IS 1 FOOT BELOW
 OQ0761'SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 OQ0761'CONCRETE.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 1 IS 3.5 METERS (11 FEET) S AND 14.3 METERS
 OQ0761'(47 FEET) WEST OF NORTHWEST FENCE CORNER OF SECTION, AND 356.27 METERS
 OQ0761'(1,168.9 FEET) FROM STATION S 35 DEG 48 MIN W.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 2 IS IN WEST FENCE LINE, 4.13 METERS (13.5 FEET)
 OQ0761'NORTH OF NORTHWEST FENCE CORNER OF SECTION, 8.45 METERS (27.7 FEET)
 OQ0761'EAST OF CENTERLINE OF N-S SECTION-LINE ROAD, AND 190.55 METERS (625.2
 OQ0761'FEET) FROM STATION N 58 DEG 09 MIN W.
 OQ0761
 OQ0761                          STATION RECOVERY (1935)
 OQ0761
 OQ0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0761'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 OQ0761'
 OQ0761'THE STATION IS LOCATED IN SW 1/4 SEC. 25, T104N, R49W.  ABOUT 3-1/2
 OQ0761'MILES EAST AND 1-1/4 MILES NORTH OF BALTIC, ON LAND OWNED BY A MR.
 OQ0761'MOLSKNES AND OCCUPIED BY HAMMER BROS.
 OQ0761'
 OQ0761'TO REACH FROM RR STATION IN BALTIC, GO EAST 3.5 MILES, TURN L, N, GO
 OQ0761'1.4 MILES TO STATION 0.05 MILE TO R, E, ON HIGHEST GROUND IN MIDDLE OF
 OQ0761'A CULTIVATED FIELD.  THE MARK IS 12 INCHES UNDERGROUND.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 1 (1927) IS 0.2 MILE SOUTHWEST OF STATION, 2 FEET
 OQ0761'EAST OF FENCE, 30 FEET NORTH OF FENCE CORNER, 20 FEET WEST OF
 OQ0761'CENTERLINE OF ROAD, FLUSH WITH GROUND, AND SET IN A SQUARE CONCRETE
 OQ0761'POST.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 2 (1927) IS 0.1 MILE NORTHWEST OF STATION, 1 FOOT
 OQ0761'EAST OF FENCE, 13 FEET NORTH OF FENCE CORNER, 17 FEET EAST OF
 OQ0761'CENTERLINE OF ROAD, FLUSH WITH GROUND, AND SET IN A SQUARE CONCRETE
 OQ0761'POST.
 OQ0761'
 OQ0761'A NEW REFERENCE MARK WAS SET 348.64 FEET (106.264 METERS) NORTH OF
 OQ0761'STATION.  IT WAS SET IN A SQUARE CONCRETE POST, STAMPED BALTIC-R.M.
 OQ0761'3-1935.  IT IS 1 FOOT SOUTH OF FENCE AND IS FLUSH WITH GROUND.
 OQ0761'
 OQ0761'NOTE-REFERENCE MARKS NOT MEASURED TO GREATER ACCURACY DUE TO TALL
 OQ0761'GROWTH OF WHEAT.
 OQ0761
 OQ0761                          STATION RECOVERY (1949)
 OQ0761
 OQ0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0761'THE STATION, REFERENCE MARK NO. 2 1927 AND REFERENCE MARK NO. 3 1935
 OQ0761'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OQ0761'REFERENCE MARK NO. 1 WAS NOT FOUND.  HOWEVER, DUE TO TIME A THOROUGH
 OQ0761'SEARCH WAS NOT MADE WHEN STATION WAS OCCUPIED.  A SLIGHT DIFFERENCE
 OQ0761'WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 3.
 OQ0761'
 OQ0761'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF BALTIC, 3.5 MILES
 OQ0761'SOUTHEAST OF DELL RAPIDS, IN A CULTIVATED FIELD.  IT IS ABOUT 12
 OQ0761'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BALTIC
 OQ0761'1927.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 2 IS 625.3 FEET NORTHWEST OF THE STATION, 22 FEET
 OQ0761'EAST OF THE CENTERLINE OF THE ROAD, 13 FEET NORTH OF THE FENCE CORNER
 OQ0761'AND 1 FOOT EAST OF FENCE.  IT IS ABOUT 3 INCHES BELOW THE SURFACE OF
 OQ0761'THE GROUND AND THE DISK IS STAMPED BALTIC NO 2 1927.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 3 IS 348.8 FEET NORTH OF THE STATION AND 1 FOOT
 OQ0761'SOUTH OF THE FENCE.  IT IS ABOUT 3 INCHES BELOW THE SURFACE OF THE
 OQ0761'GROUND AND THE DISK IS STAMPED BALTIC NO 3 1935.
 OQ0761'
 OQ0761'A NEW AZIMUTH MARK WAS SET ABOUT 0.40 MILE NORTH-NORTHWEST OF THE
 OQ0761'STATION.  IT IS 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 OQ0761'SOUTH OF A WITNESS POST AND 1 FOOT WEST OF THE FENCE.  IT PROJECTS 4
 OQ0761'INCHES AND THE DISK IS STAMPED BALTIC 1949.
 OQ0761'
 OQ0761'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 77 IN
 OQ0761'THE EAST EDGE OF DELL RAPIDS, GO SOUTH ON HIGHWAY 77 2.3 MILES TO
 OQ0761'CROSSROADS, TURN LEFT (EAST) 2.0 MILES TO CROSSROADS, TURN RIGHT
 OQ0761'(SOUTH) 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH 0.3
 OQ0761'MILE TO FENCE CORNER ON THE LEFT AND REFERENCE MARK NO. 2.  HERE GO
 OQ0761'SOUTHEAST 0.1 MILE TO THE HIGHEST POINT OF FIELD AND THE STATION.
 OQ0761
 OQ0761                          STATION RECOVERY (1971)
 OQ0761
 OQ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0761'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 OQ0761'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED, IT HAD BEEN
 OQ0761'GRADED OUT DURING ROAD IMPROVEMENTS, THE DISK WAS REMOVED AT THIS
 OQ0761'TIME.  THE AZIMUTH MARK WAS FOUND IN POOR CONDITION, THE SIDE OF THE
 OQ0761'MARK HAD BEEN EXPOSED BY GRADING OPERATIONS, BUT THE HORIZONTAL
 OQ0761'DIRECTIONS CHECKED GOOD - THE DISK WAS REMOVED AT THIS TIME.
 OQ0761'REFERENCE MARK NO. 4 AND A NEW AZIMUTH MARK WERE SET AT THIS TIME.  A
 OQ0761'NEW DESCRIPTION FOLLOWS--
 OQ0761'
 OQ0761'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF DELL RAPIDS AND
 OQ0761'3-1/2 MILES EAST-NORTHEAST OF BALTIC, IN THE SOUTHWEST 1/4 OF SEC. 25,
 OQ0761'T104N, R49W, ON THE HIGHEST PART OF A RIDGE IN A CULTIVATED FIELD ON
 OQ0761'PROPERTY OWNED BY MR. LOWELL RONNING, WHO LIVES ABOUT 2 MILES WEST OF
 OQ0761'THE STATION.
 OQ0761'
 OQ0761'THE STATION MARK IS A STANDARD DISK STAMPED BALTIC 1927, SET IN A
 OQ0761'SQUARE CONCRETE MONUMENT 12-INCHES BELOW GROUND SURFACE.  IT IS ABOUT
 OQ0761'540 FEET EAST OF THE NORTH SOUTH ROAD, AND IT IS 350 FEET SOUTH OF AN
 OQ0761'EAST-WEST FENCE LINE.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BALTIC NO 3 1935, SET
 OQ0761'IN A ROUND CONCRETE MONUMENT 8-INCHES BELOW GROUND SURFACE.  IT IS 540
 OQ0761'FEET EAST OF THE CENTER OF THE ROAD, 0.8 FEET SOUTH OF THE EAST-WEST
 OQ0761'FENCE LINE, AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BALTIC 1927 NO 4 1971,
 OQ0761'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS 35
 OQ0761'FEET ESAT OF THE CENTER OF THE ROAD, 3 FEET EAST OF A CORNER FENCE
 OQ0761'POST, 1.2 FEET WEST OF A METAL WITNESS POST, AND IN THE EAST-WEST
 OQ0761'FENCE LINE.
 OQ0761'
 OQ0761'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALTIC 1927 1971, SET IN A
 OQ0761'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS AT THE SOUTH
 OQ0761'EDGE OF A FIELD ENTRANCE, 32 FEET EAST OF THE CENTER OF THE ROAD, 1
 OQ0761'FOOT SOUTHWEST OF A GATE POST, AND 1.2 FEET NORTH OF A METAL WITNESS
 OQ0761'POST.
 OQ0761'
 OQ0761'TO REACH FROM THE POST OFFICE IN DELL RAPIDS, GO WEST ON MAIN STREET
 OQ0761'0.3 MILE TO THE CROSSROAD INTERSECTION WITH U.S. HIGHWAY 77, TURN LEFT
 OQ0761'AND GO SOUTH ON HIGHWAY 77 FOR 2.55 MILES TO A CROSSROAD, TURN LEFT
 OQ0761'AND GO EAST ON A GRAVELED ROAD 2.0 MILES TO A CROSSROAD, TURN RIGHT
 OQ0761'AND GO SOUTH 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 OQ0761'CONTINUE SOUTH 0.3 MILE TO REFERENCE MARK NO. 4 ON THE LEFT AT A FENCE
 OQ0761'CORNER.
 OQ0761'
 OQ0761'THE STATION IS APPROXIMATELY 0.1 MILE SOUTHEAST ACROSS THE FIELD AT
 OQ0761'THE TOP OF THE HILL.
 OQ0761'
 OQ0761'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED
 OQ0761'TO HAVE BEEN DESTROYED.  THE FENCES REFERRED TO HAVE BEEN REMOVED AND
 OQ0761'THE FIELD PLOWED OUT TO THE EDGE OF THE DITCH.
 OQ0761'
 OQ0761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 OQ0761'EAST OF BALTIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0825 ***********************************************************************
 OQ0825  DESIGNATION -  BALTIC EAST NIDARUS CH STEEPLE
 OQ0825  PID         -  OQ0825
 OQ0825  STATE/COUNTY-  SD/MINNEHAHA
 OQ0825  COUNTRY     -  US
 OQ0825  USGS QUAD   -  RENNER (2017)
 OQ0825
 OQ0825                         *CURRENT SURVEY CONTROL
 OQ0825  ______________________________________________________________________
 OQ0825* NAD 83(1996) POSITION- 43 43 56.65907(N) 096 41 57.83950(W)   ADJUSTED
 OQ0825  ______________________________________________________________________
 OQ0825  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OQ0825  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 OQ0825  HORZ ORDER      -  THIRD
 OQ0825
 OQ0825.The horizontal coordinates were established by classical geodetic methods
 OQ0825.and adjusted by the National Geodetic Survey in January 1998.
 OQ0825
 OQ0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0825.GEOID18 height accuracy estimate available here.
 OQ0825
 OQ0825.Click photographs - Photos may exist for this station.
 OQ0825
 OQ0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0825
 OQ0825. The following values were computed from the NAD 83(1996) position.
 OQ0825
 OQ0825;                    North         East     Units Scale Factor Converg.
 OQ0825;SPC SD S     -   161,828.260   892,650.667   MT  0.99990884   +2 30 24.8
 OQ0825;SPC SD S     -   530,931.55  2,928,638.06   sFT  0.99990884   +2 30 24.8
 OQ0825;UTM  14      - 4,844,724.516   685,277.827   MT  1.00002225   +1 35 27.0
 OQ0825
 OQ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8527744724(NAD 83)
 OQ0825
 OQ0825                          SUPERSEDED SURVEY CONTROL
 OQ0825
 OQ0825  NAD 83(1995)-  43 43 56.66501(N)    096 41 57.81731(W) AD(       ) 3
 OQ0825  NAD 83(1986)-  43 43 56.66228(N)    096 41 57.81882(W) AD(       ) 3
 OQ0825  NAD 27      -  43 43 56.75000(N)    096 41 56.64000(W) AD(       ) 3
 OQ0825
 OQ0825.Superseded values are not recommended for survey control.
 OQ0825
 OQ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0825.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0825
 OQ0825_MARKER: 90 = CHURCH SPIRE
 OQ0825
 OQ0825  HISTORY     - Date     Condition        Report By
 OQ0825  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0825  HISTORY     - 1935     GOOD             CGS
 OQ0825  HISTORY     - 1956     GOOD             CGS
 OQ0825
 OQ0825                          STATION DESCRIPTION
 OQ0825
 OQ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0825'BUILDING IS THE SAME AS IN 1927.
 OQ0825
 OQ0825                          STATION RECOVERY (1956)
 OQ0825
 OQ0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 OQ0825'STATION IS ABOUT 3 MILES SE OF THE VILLAGE OF BALTIC.  TO REACH
 OQ0825'FROM BALTIC GO EAST ON PAVED ROAD 1.4 MILES TO U.S. HWY. 77, TURN
 OQ0825'RIGHT (SOUTH) FOR 2.0 MILES TO CROSS ROAD, TURN LEFT (EAST) FOR
 OQ0825'0.5 MILES TO STATION ON LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0765 ***********************************************************************
 OQ0765  DESIGNATION -  BALTIC MUNICIPAL TANK
 OQ0765  PID         -  OQ0765
 OQ0765  STATE/COUNTY-  SD/MINNEHAHA
 OQ0765  COUNTRY     -  US
 OQ0765  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0765
 OQ0765                         *CURRENT SURVEY CONTROL
 OQ0765  ______________________________________________________________________
 OQ0765* NAD 83(1996) POSITION- 43 45 33.10831(N) 096 44 13.01392(W)   ADJUSTED
 OQ0765  ______________________________________________________________________
 OQ0765  GEOID HEIGHT    -        -26.139 (meters)                     GEOID18
 OQ0765  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 OQ0765  HORZ ORDER      -  THIRD
 OQ0765
 OQ0765.The horizontal coordinates were established by classical geodetic methods
 OQ0765.and adjusted by the National Geodetic Survey in January 1998.
 OQ0765
 OQ0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0765.GEOID18 height accuracy estimate available here.
 OQ0765
 OQ0765.Click photographs - Photos may exist for this station.
 OQ0765
 OQ0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0765
 OQ0765. The following values were computed from the NAD 83(1996) position.
 OQ0765
 OQ0765;                    North         East     Units Scale Factor Converg.
 OQ0765;SPC SD S     -   164,670.305   889,499.843   MT  0.99990988   +2 28 51.5
 OQ0765;SPC SD S     -   540,255.83  2,918,300.73   sFT  0.99990988   +2 28 51.5
 OQ0765;UTM  14      - 4,847,616.858   682,172.496   MT  1.00000821   +1 33 56.2
 OQ0765
 OQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8217247616(NAD 83)
 OQ0765
 OQ0765                          SUPERSEDED SURVEY CONTROL
 OQ0765
 OQ0765  NAD 83(1986)-  43 45 33.11210(N)    096 44 12.99244(W) AD(       ) 3
 OQ0765  NAD 27      -  43 45 33.20700(N)    096 44 11.81100(W) AD(       ) 3
 OQ0765
 OQ0765.Superseded values are not recommended for survey control.
 OQ0765
 OQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0765.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0765
 OQ0765_MARKER: 53 = ELEVATED TANK
 OQ0765
 OQ0765  HISTORY     - Date     Condition        Report By
 OQ0765  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0765
 OQ0765                          STATION DESCRIPTION
 OQ0765
 OQ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0765'STATION IS LOCATED IN THE SOUTHEAST EDGE OF BALTIC ON THE HIGHEST
 OQ0765'POINT IN TOWN.  STATION IS OF STEEL CONSTRUCTION WITH FOUR LEGS,
 OQ0765'ABOUT 110 FEET HIGH AND SILVER IN COLOR.
 OQ0765'
 OQ0765'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OQ0765'
 OQ0765'TO REACH FROM THE POST OFFICE IN BALTIC GO EAST ON THE MAIN STREET
 OQ0765'FOR 0.1 MILE.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE.  TURN LEFT
 OQ0765'AND GO EAST FOR 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0916 ***********************************************************************
 OR0916  DESIGNATION -  BAMERLIN
 OR0916  PID         -  OR0916
 OR0916  STATE/COUNTY-  SD/TRIPP
 OR0916  COUNTRY     -  US
 OR0916  USGS QUAD   -  PAXTON (2017)
 OR0916
 OR0916                         *CURRENT SURVEY CONTROL
 OR0916  ______________________________________________________________________
 OR0916* NAD 83(1996) POSITION- 43 01 21.62353(N) 099 32 33.58898(W)   ADJUSTED
 OR0916* NAVD 88 ORTHO HEIGHT -   717.    (meters)     2352.    (feet) SCALED
 OR0916  ______________________________________________________________________
 OR0916  GEOID HEIGHT    -        -24.837 (meters)                     GEOID18
 OR0916  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 OR0916  HORZ ORDER      -  FIRST
 OR0916
 OR0916.The horizontal coordinates were established by classical geodetic methods
 OR0916.and adjusted by the National Geodetic Survey in January 1998.
 OR0916
 OR0916.The orthometric height was scaled from a topographic map.
 OR0916
 OR0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0916.GEOID18 height accuracy estimate available here.
 OR0916
 OR0916.Click photographs - Photos may exist for this station.
 OR0916
 OR0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0916
 OR0916. The following values were computed from the NAD 83(1996) position.
 OR0916
 OR0916;                    North         East     Units Scale Factor Converg.
 OR0916;SPC SD S     -    76,886.630   664,444.748   MT  0.99996055   +0 32 43.6
 OR0916;SPC SD S     -   252,252.22  2,179,932.48   sFT  0.99996055   +0 32 43.6
 OR0916;UTM  14      - 4,763,475.487   455,784.604   MT  0.99962405   -0 22 12.9
 OR0916
 OR0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0916!SPC SD S     -   0.99989142  x   0.99996055  =   0.99985197
 OR0916!UTM  14      -   0.99989142  x   0.99962405  =   0.99951551
 OR0916
 OR0916:                Primary Azimuth Mark                     Grid Az
 OR0916:SPC SD S     -  BAMERLIN AZ MK                           108 48 53.7
 OR0916:UTM  14      -  BAMERLIN AZ MK                           109 43 50.2
 OR0916
 OR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5578463475(NAD 83)
 OR0916
 OR0916|---------------------------------------------------------------------|
 OR0916| PID    Reference Object                     Distance      Geod. Az  |
 OR0916|                                                           dddmmss.s |
 OR0916| OR0915 PAXTON CATH CH WHITE CUPOLA         APPROX. 6.7 KM 0063617.9 |
 OR0916| CO2180 BAMERLIN RM 1                        32.400 METERS 08333     |
 OR0916| CO2179 BAMERLIN AZ MK                                     1092137.3 |
 OR0916| CO2181 BAMERLIN RM 2                        76.749 METERS 13643     |
 OR0916|---------------------------------------------------------------------|
 OR0916
 OR0916                          SUPERSEDED SURVEY CONTROL
 OR0916
 OR0916  NAD 83(1995)-  43 01 21.62352(N)    099 32 33.58923(W) AD(       ) 1
 OR0916  NAD 83(1986)-  43 01 21.63045(N)    099 32 33.59816(W) AD(       ) 1
 OR0916  NAD 27      -  43 01 21.62100(N)    099 32 32.19900(W) AD(       ) 1
 OR0916
 OR0916.Superseded values are not recommended for survey control.
 OR0916
 OR0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0916.See file dsdata.pdf to determine how the superseded data were derived.
 OR0916
 OR0916_MARKER: DS = TRIANGULATION STATION DISK
 OR0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0916_STAMPING: BAMERLIN 1936
 OR0916_MARK LOGO: CGS
 OR0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0916+STABILITY: SURFACE MOTION
 OR0916
 OR0916  HISTORY     - Date     Condition        Report By
 OR0916  HISTORY     - 1936     MONUMENTED       CGS
 OR0916  HISTORY     - 1949     GOOD             CGS
 OR0916
 OR0916                          STATION DESCRIPTION
 OR0916
 OR0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0916'THE STATION IS ABOUT 1.6 MILES NORTH OF THE SOUTH DAKOTA-NEBRASKA
 OR0916'STATE LINE, 3.8 MILES SOUTH AND 0.4 MILE WEST OF PAXTON,
 OR0916'14.2 MILES SOUTH AND 1.4 MILES WEST OF DALLAS IN THE SW 1/4
 OR0916'SE 1/4 SEC. 24, R. 74 W., T. 95 N., ON LAND BELONGING TO ED.
 OR0916'BAMERLIN.  THE STATION IS ON THE HIGHEST POINT OF A BUTTE
 OR0916'ABOUT 150 YARDS LONG EXTENDING NORTHWEST-SOUTHEAST ABOUT 300
 OR0916'YARDS NORTHWEST OF A VACANT HOUSE, ABOUT 250 YARDS NORTH OF A
 OR0916'FARM ROAD LEADING FROM COUNTY ROAD WEST.  STATION MARK IS A
 OR0916'STANDARD BRONZE DISK SET IN A CONCRETE BLOCK WHICH PROJECTS
 OR0916'ABOUT 4 INCHES.
 OR0916'
 OR0916'REFERENCE MARK NO. 1, IS EAST-SOUTHEAST OF THE STATION,
 OR0916'ALONG THE EAST SIDE OF THE BUTTE.  IT PROJECTS ABOUT 5 INCHES.
 OR0916'
 OR0916'REFERENCE MARK NO. 2, IS SET IN A ROCK OUTCROPPING
 OR0916'TO THE SOUTH-SOUTHEAST OF THE STATION.  IT IS FLUSH WITH THE
 OR0916'SURFACE OF THE ROCK.
 OR0916'
 OR0916'THE AZIMUTH MARK IS LOCATED IN AN EAST-WEST FENCE LINE 15 FEET
 OR0916'NORTH OF A FARM ROAD WHICH LEAVES THE MAIN COUNTY ROAD 4.3
 OR0916'MILES SOUTH OF THE TOWN OF PAXTON, 35 FEET WEST OF THE COUNTY
 OR0916'ROAD AND 12 FEET WEST OF THE NORTH-SOUTH FENCE LINE.  IT IS
 OR0916'A STANDARD MARK SET IN A SQUARE CONCRETE BLOCK WHICH PROJECTS
 OR0916'6 INCHES.
 OR0916'
 OR0916'TO REACH FROM DALLAS, GO SOUTH ON COUNTY ROAD 10.5 MILES,
 OR0916'WEST 1.0 MILE TO CROSS ROAD IN PAXTON, THEN SOUTH 4.3 MILES ON
 OR0916'COUNTY ROAD TO FARM ROAD LEADING WEST ABOUT 200 YARDS SOUTH OF
 OR0916'BUTTE ON WEST SIDE OF ROAD, THERE TURN WEST AND FOLLOW FARM
 OR0916'ROAD 0.3 MILE TO A WIRE GATE.  GO THROUGH GATE AND TURN NORTH.
 OR0916'GO ACROSS PASTURE ABOUT 0.5 MILE UP SOUTHWEST SIDE OF BUTTE.
 OR0916'AFTER REACHING TOP, FOLLOW ALONG RIDGE IN A NORTHWESTERLY
 OR0916'DIRECTION ABOUT 200 YARDS TO STATION.
 OR0916'
 OR0916'SIGNALS SHOWN FROM THE GROUND AT WEWELA AND FROM 64-FOOT TOWERS
 OR0916'AT HEATH AND THOMAS WERE VISIBLE FROM THE GROUND AT THIS STATION.
 OR0916
 OR0916                          STATION RECOVERY (1949)
 OR0916
 OR0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 OR0916'THE STATION, REFERENCE MARK NO 1,
 OR0916'REFERENCE MARK NO 2, AND AZIMUTH MARK,
 OR0916'RECOVERED AND FOUND IN GOOD CONDITION.
 OR0916'
 OR0916'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 OR0916'
 OR0916'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH-NORTHEAST OF
 OR0916'BURTON, NEBRASKA, 7.0 MILES NORTH-NORTHWEST OF MILLS, 3.8
 OR0916'MILES SOUTH AND 0.4 MILE WEST OF PAXTON AND 1.6 MILES NORTH
 OR0916'OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, ON THE HIGHEST POINT
 OR0916'OF A PROMINENT BUTTE EXTENDING NORTHWEST AND SOUTHEAST AND ON
 OR0916'LAND OWNED BY MR. ED BAMERLIN.  IT IS ABOUT 100 FEET SOUTHEAST
 OR0916'OF THE NORTHWEST END OF THE BUTTE AND 4 FEET SOUTH OF WITNESS
 OR0916'POST, IT IS STAMPED BAMERLIN 1936 AND PROJECTS 4 INCHES.
 OR0916'
 OR0916'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION AND ABOUT
 OR0916'1 FOOT LOWER IN ELEVATION THAN STATION MARK.  IT IS STAMPED
 OR0916'BAMERLIN NO 1 1936 AND PROJECTS 3 INCHES.
 OR0916'
 OR0916'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN BEDROCK
 OR0916'OUTCROP ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK.
 OR0916'IT IS STAMPED BAMERLIN NO 2 1936 AND SET FLUSH WITH THE ROCK
 OR0916'SURFACE.
 OR0916'
 OR0916'THE AZIMUTH MARK IS ABOUT 0.8 MILE EAST-SOUTHEAST OF THE STATION,
 OR0916'60 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 12 FEET WEST
 OR0916'OF FENCE CORNER, 2 FEET NORTHWEST OF WITNESS POST AND 1-1/2
 OR0916'FEET NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BAMERLIN 1936
 OR0916'AND SET 6 INCHES BELOW THE GROUND SURFACE.
 OR0916'
 OR0916'TO REACH THE STATION FROM THE POST OFFICE IN BURTON, GO EAST FOR
 OR0916'1.0 MILE, TURN LEFT AND GO NORTH ON MAIN TRAVELED ROAD FOR 2.0
 OR0916'MILES, TURN RIGHT AND GO EAST ON MAIN ROAD FOR 1.0 MILE TO SIDE
 OR0916'ROAD LEFT 0.5 MILE EAST OF SCHOOL HOUSE ON NORTH SIDE OF ROAD,
 OR0916'TURN LEFT AND FOLLOW MAIN TRAVELED ROAD NORTH CROSSING THE KEYA
 OR0916'PAHA RIVER BRIDGE FOR 4.15 MILES TO T-INTERSECTION, TURN RIGHT
 OR0916'AND FOLLOW MAIN TRAVELED ROAD EAST AND NORTH FOR 1.55 MILE TO
 OR0916'T-ROAD RIGHT, CONTINUE NORTH ON MAIN ROAD FOR 0.75 MILE TO
 OR0916'AZIMUTH MARK ON WEST SIDE OF ROAD AS DESCRIBED, CONTINUE
 OR0916'NORTH ON MAIN ROAD FOR 0.5 MILE TO GATES ON BOTH SIDES OF
 OR0916'ROAD, TURN LEFT THROUGH GATE ON THE WEST SIDE OF ROAD AND
 OR0916'GO WEST ACROSS PASTURE PASSING TO THE SOUTH OF OLD BUILDINGS
 OR0916'FOR 0.25 MILE TO FENCE LINE, TURN LEFT AT FENCE LINE AND GO
 OR0916'SOUTH FOR 0.25 MILE TO END OF TRUCK TRAVEL.  FROM THIS
 OR0916'POINT BY TAKING FENCE LINE DOWN IT IS POSSIBLE TO DRIVE
 OR0916'CLOSER TO STATION.  PACK WILL REQUIRE ABOUT 10 MINUTES.
 OR0916'
 OR0916'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 OR0916'
 OR0916'4 FOOT SIGNALS AT STATIONS, MILLS 1934, BURTON AND WEWELA 1936
 OR0916'ARE VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0512 ***********************************************************************
 QT0512  DESIGNATION -  BAMS
 QT0512  PID         -  QT0512
 QT0512  STATE/COUNTY-  SD/HARDING
 QT0512  COUNTRY     -  US
 QT0512  USGS QUAD   -  BAMS BUTTE (2017)
 QT0512
 QT0512                         *CURRENT SURVEY CONTROL
 QT0512  ______________________________________________________________________
 QT0512* NAD 83(1996) POSITION- 45 27 48.08103(N) 103 20 00.26164(W)   ADJUSTED
 QT0512* NAVD 88 ORTHO HEIGHT -   975.    (meters)     3199.    (feet) SCALED
 QT0512  ______________________________________________________________________
 QT0512  GEOID HEIGHT    -        -16.287 (meters)                     GEOID18
 QT0512  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 QT0512  HORZ ORDER      -  SECOND
 QT0512
 QT0512.The horizontal coordinates were established by classical geodetic methods
 QT0512.and adjusted by the National Geodetic Survey in January 1998.
 QT0512
 QT0512.The orthometric height was scaled from a topographic map.
 QT0512
 QT0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0512.GEOID18 height accuracy estimate available here.
 QT0512
 QT0512.Click photographs - Photos may exist for this station.
 QT0512
 QT0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0512
 QT0512. The following values were computed from the NAD 83(1996) position.
 QT0512
 QT0512;                    North         East     Units Scale Factor Converg.
 QT0512;SPC SD N     -   186,501.870   339,381.285   MT  0.99996496   -2 21 33.0
 QT0512;SPC SD N     -   611,881.55  1,113,453.43   sFT  0.99996496   -2 21 33.0
 QT0512;UTM  13      - 5,035,776.341   630,289.821   MT  0.99980871   +1 11 17.2
 QT0512
 QT0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0512!SPC SD N     -   0.99984964  x   0.99996496  =   0.99981461
 QT0512!UTM  13      -   0.99984964  x   0.99980871  =   0.99965838
 QT0512
 QT0512:                Primary Azimuth Mark                     Grid Az
 QT0512:SPC SD N     -  BAMS AZ MK                               001 15 50.3
 QT0512:UTM  13      -  BAMS AZ MK                               357 43 00.1
 QT0512
 QT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3028935776(NAD 83)
 QT0512
 QT0512|---------------------------------------------------------------------|
 QT0512| PID    Reference Object                     Distance      Geod. Az  |
 QT0512|                                                           dddmmss.s |
 QT0512| CQ7003 BAMS RM 1                            21.129 METERS 11603     |
 QT0512| CQ7004 BAMS RM 2                             9.787 METERS 33310     |
 QT0512| CQ7002 BAMS AZ MK                                         3585417.3 |
 QT0512|---------------------------------------------------------------------|
 QT0512
 QT0512                          SUPERSEDED SURVEY CONTROL
 QT0512
 QT0512  NAD 83(1993)-  45 27 48.07252(N)    103 20 00.25747(W) AD(       ) 2
 QT0512  NAD 83(1986)-  45 27 48.06953(N)    103 20 00.25692(W) AD(       ) 2
 QT0512  NAD 27      -  45 27 48.09200(N)    103 19 58.59600(W) AD(       ) 2
 QT0512
 QT0512.Superseded values are not recommended for survey control.
 QT0512
 QT0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0512.See file dsdata.pdf to determine how the superseded data were derived.
 QT0512
 QT0512_MARKER: DS = TRIANGULATION STATION DISK
 QT0512_SETTING: 66 = SET IN ROCK OUTCROP
 QT0512_STAMPING: BAMS 1952
 QT0512_MARK LOGO: CGS
 QT0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QT0512+STABILITY: POSITION/ELEVATION WELL
 QT0512
 QT0512  HISTORY     - Date     Condition        Report By
 QT0512  HISTORY     - 1952     MONUMENTED       CGS
 QT0512
 QT0512                          STATION DESCRIPTION
 QT0512
 QT0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0512'THE STATION IS ON THE SUMMIT OF BAMS BUTTE, ABOUT 13 MILES
 QT0512'SOUTHEAST OF BUFFALO, 12-1/2 MILES SOUTHWEST OF REVA, 6 MILES
 QT0512'SOUTH OF STATE HIGHWAY 8, AND IN SECTION 1, T 17 N, R 6 E.
 QT0512'
 QT0512'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 QT0512'U.S. HIGHWAY 85 ABOUT 1-1/2 MILES SOUTH OF BUFFALO, GO EAST ON
 QT0512'HIGHWAY 8 FOR 10.8 MILES TO A FORK, BEAR RIGHT AND GO SOUTHEAST
 QT0512'ON DIRT ROAD FOR 5.9 MILES TO A CATTLE GUARD, CONTINUE FOR 0.1
 QT0512'MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND GO WEST ON TRACK ROAD
 QT0512'FOR 0.7 MILE TO THE AZIMUTH MARK ON LEFT, TURN LEFT AND GO SOUTH
 QT0512'ACROSS COUNTRY FOR 0.65 MILE TO THE NORTHWEST BASE OF THE
 QT0512'BUTTE, PACK SOUTH FOR ABOUT 100 YARDS TO TOP OF BUTTE AND
 QT0512'STATION.
 QT0512'
 QT0512'THE STATION MARK IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE
 QT0512'DISK IS STAMPED BAMS 1952.
 QT0512'
 QT0512'REFERENCE MARK 1 IS 3 FEET NORTH OF THE SOUTH EDGE OF THE BUTTE.
 QT0512'THE MARK IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE DISK IS
 QT0512'STAMPED BAMS NO 1 1952.
 QT0512'
 QT0512'REFERENCE MARK 2 IS 4 FEET SOUTH OF THE NORTH EDGE OF THE BUTTE.
 QT0512'THE MARK IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE DISK IS
 QT0512'STAMPED BAMS NO 2 1952.
 QT0512'
 QT0512'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 QT0512'AND 3 FEET WEST-SOUTHWEST OF A 4 X 4 INCH WITNESS POST.  THE
 QT0512'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BAMS 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0642 ***********************************************************************
 OR0642  DESIGNATION -  BANK
 OR0642  PID         -  OR0642
 OR0642  STATE/COUNTY-  SD/CHARLES MIX
 OR0642  COUNTRY     -  US
 OR0642  USGS QUAD   -  ACADEMY (2017)
 OR0642
 OR0642                         *CURRENT SURVEY CONTROL
 OR0642  ______________________________________________________________________
 OR0642* NAD 83(1996) POSITION- 43 23 13.41132(N) 099 06 07.90508(W)   ADJUSTED
 OR0642* NAVD 88 ORTHO HEIGHT -   487.308 (meters)     1598.78  (feet) ADJUSTED
 OR0642  ______________________________________________________________________
 OR0642  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 OR0642  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 OR0642  DYNAMIC HEIGHT  -        487.141 (meters)     1598.23  (feet) COMP
 OR0642  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OR0642
 OR0642  HORZ ORDER      -  THIRD
 OR0642  VERT ORDER      -  FIRST     CLASS II
 OR0642
 OR0642.The horizontal coordinates were established by classical geodetic methods
 OR0642.and adjusted by the National Geodetic Survey in January 1998.
 OR0642
 OR0642.The orthometric height was determined by differential leveling and
 OR0642.adjusted by the NATIONAL GEODETIC SURVEY
 OR0642.in June 1991.
 OR0642
 OR0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0642.GEOID18 height accuracy estimate available here.
 OR0642
 OR0642.Click photographs - Photos may exist for this station.
 OR0642
 OR0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0642
 OR0642.The dynamic height is computed by dividing the NAVD 88
 OR0642.geopotential number by the normal gravity value computed on the
 OR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0642.degrees latitude (g = 980.6199 gals.).
 OR0642
 OR0642.The modeled gravity was interpolated from observed gravity values.
 OR0642
 OR0642. The following values were computed from the NAD 83(1996) position.
 OR0642
 OR0642;                    North         East     Units Scale Factor Converg.
 OR0642;SPC SD S     -   117,798.528   699,743.579   MT  0.99991498   +0 50 57.5
 OR0642;SPC SD S     -   386,477.34  2,295,742.06   sFT  0.99991498   +0 50 57.5
 OR0642;UTM  14      - 4,803,803.536   491,722.660   MT  0.99960084   -0 04 12.7
 OR0642
 OR0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0642!SPC SD S     -   0.99992771  x   0.99991498  =   0.99984270
 OR0642!UTM  14      -   0.99992771  x   0.99960084  =   0.99952858
 OR0642
 OR0642:                Primary Azimuth Mark                     Grid Az
 OR0642:SPC SD S     -  BANK AZ MK                               050 26 39.3
 OR0642:UTM  14      -  BANK AZ MK                               051 21 49.5
 OR0642
 OR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9172203803(NAD 83)
 OR0642
 OR0642|---------------------------------------------------------------------|
 OR0642| PID    Reference Object                     Distance      Geod. Az  |
 OR0642|                                                           dddmmss.s |
 OR0642| OR0640 BANK AZ MK                                         0511736.8 |
 OR0642| OR0643 BANK RM 1                            15.310 METERS 19124     |
 OR0642| OR0644 BANK RM 2                            18.355 METERS 30914     |
 OR0642|---------------------------------------------------------------------|
 OR0642
 OR0642                          SUPERSEDED SURVEY CONTROL
 OR0642
 OR0642  NAD 83(1995)-  43 23 13.41152(N)    099 06 07.90737(W) AD(       ) 3
 OR0642  NAD 83(1986)-  43 23 13.41457(N)    099 06 07.91452(W) AD(       ) 3
 OR0642  NAD 27      -  43 23 13.41600(N)    099 06 06.58400(W) AD(       ) 3
 OR0642  NGVD 29 (??/??/92)  486.956  (m)         1597.62   (f) ADJ UNCH    1 2
 OR0642  NGVD 29             486.96   (m)         1597.6    (f) LEVELING    3  
 OR0642
 OR0642.Superseded values are not recommended for survey control.
 OR0642
 OR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0642.See file dsdata.pdf to determine how the superseded data were derived.
 OR0642
 OR0642_MARKER: DS = TRIANGULATION STATION DISK
 OR0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0642_STAMPING: BANK 1948
 OR0642_MARK LOGO: CGS
 OR0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0642+STABILITY: SURFACE MOTION
 OR0642
 OR0642  HISTORY     - Date     Condition        Report By
 OR0642  HISTORY     - 1948     MONUMENTED       CGS
 OR0642  HISTORY     - 1949     GOOD             CGS
 OR0642  HISTORY     - 1963     GOOD             CGS
 OR0642
 OR0642                          STATION DESCRIPTION
 OR0642
 OR0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0642'STATION IS LOCATED ABOUT 12 MILES WEST OF PLATTE AND 1 MILE
 OR0642'NORTH OF THE MISSOURI RIVER ON A LOW HILL IN OPEN FIELD.
 OR0642'STATION IS 8.5 FEET EAST NORTHEAST OF WITNESS POST.  THE MARK
 OR0642'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BANK 1948.
 OR0642'
 OR0642'REFERENCE MARK NO. 1 IS 50.23 FEET SOUTH OF STATION.  THE
 OR0642'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BANK
 OR0642'NO 1 1948.
 OR0642'
 OR0642'REFERENCE MARK NO. 2 IS 60.22 FEET WEST NORTHWEST OF STATION.
 OR0642'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 OR0642'BANK NO 2 1948.
 OR0642'
 OR0642'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH NORTHEAST OF
 OR0642'STATION, 31 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT
 OR0642'ROAD, 2 FEET SOUTHWEST OF GATE POST AND 2 FEET EAST OF WITNESS
 OR0642'POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 OR0642'BANK 1948.
 OR0642'
 OR0642'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 OR0642'HIGHWAY 50 IN PLATTE, GO WEST ON GRAVEL ROAD FOR 11.2 MILES TO
 OR0642'A T ROAD.  TURN RIGHT AND GO NORTH 0.5 MILE AND THEN LEFT
 OR0642'AND GO WEST FOR 1.6 MILES TO GATE ON LEFT OR SOUTH SIDE OF
 OR0642'ROAD AND AZIMUTH MARK AS DESCRIBED.  PASS THROUGH GATE AND
 OR0642'FOLLOW TRACK ROAD SOUTHWESTERLY ACROSS FIELD FOR 0.6 MILE TO
 OR0642'STATION.
 OR0642'
 OR0642'A 4 FOOT SIGNAL AT STATION BRICKKILN 2 1934 IS VISIBLE FROM
 OR0642'THE GROUND.
 OR0642'
 OR0642'A 10 FOOT SIGNAL AT STATION ACADEMY IS VISIBLE FROM THE GROUND.
 OR0642'
 OR0642'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0642
 OR0642                          STATION RECOVERY (1949)
 OR0642
 OR0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0642'13.8 MI W FROM PLATTE.
 OR0642'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0642'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH
 OR0642'ALONG A GRAVEL ROAD, THENCE 1.55 MILES WEST ALONG A DIRT ROAD,
 OR0642'THENCE 0.6 MILE SOUTHWEST ALONG A FIELD TRACK ROAD, ON TOP OF A
 OR0642'FLAT BANK OVER-LOOKING THE MISSOURI RIVER, 270.0 FEET EAST OF
 OR0642'A NORTH-SOUTH FENCE, 50.0 FEET NORTH OF REFERENCE MARK NO. 1,
 OR0642'60.2 FEET SOUTHEAST OF REFERENCE MARK NO. 2, 4.0 FEET EAST OF A
 OR0642'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0642'0.3 FOOT ABOVE THE GROUND.
 OR0642
 OR0642                          STATION RECOVERY (1963)
 OR0642
 OR0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 OR0642'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 OR0642'CONDITION.  A NEW ROAD WAS UNDER CONSTRUCTION, LEADING TO A
 OR0642'NEW BRIDGE BEING BUILT OVER THE MISSOURI RIVER, AND THE AZIMUTH
 OR0642'MARK WAS IN THE WAY OF CONSTRUCTION.  THE AZIMUTH MARK WAS
 OR0642'RESET ON LINE TOWARD THE STATION.
 OR0642'
 OR0642'THE AZIMUTH MARK IS ABOUT 135 FEET SOUTH OF THE CENTERLINE
 OR0642'OF THE NEW HIGHWAY, ABOUT 79 FEET WEST OF THE SOUTHWEST
 OR0642'CORNER OF A PARKING AREA AND 1-3/4 FEET SOUTHEAST OF A METAL
 OR0642'WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED
 OR0642'BANK 1948 RESET 1963 AND SET IN THE TOP OF A CONCRETE POST
 OR0642'PROJECTING ABOUT 3 INCHES.
 OR0642'
 OR0642'THE ORIGINAL DESCRIPTION IS PROBABLY ADEQUATE TO REACH THE
 OR0642'STATION.  THE NEW HIGHWAY WILL CUT OFF SOME OF THE CURVES SO
 OR0642'THE DISTANCE WILL PROBABLY BE SLIGHTLY SHORTER THAN ORIGINALLY
 OR0642'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1262 ***********************************************************************
 PU1262  DESIGNATION -  BANK
 PU1262  PID         -  PU1262
 PU1262  STATE/COUNTY-  SD/BUTTE
 PU1262  COUNTRY     -  US
 PU1262  USGS QUAD   -  OWL BUTTE (2017)
 PU1262
 PU1262                         *CURRENT SURVEY CONTROL
 PU1262  ______________________________________________________________________
 PU1262* NAD 83(1986) POSITION- 44 49 50.     (N) 103 11 48.     (W)   SCALED
 PU1262* NAVD 88 ORTHO HEIGHT -   961.234 (meters)     3153.65  (feet) ADJUSTED
 PU1262  ______________________________________________________________________
 PU1262  GEOID HEIGHT    -        -16.862 (meters)                     GEOID18
 PU1262  DYNAMIC HEIGHT  -        960.990 (meters)     3152.85  (feet) COMP
 PU1262  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 PU1262
 PU1262  VERT ORDER      -  FIRST     CLASS II
 PU1262
 PU1262.The horizontal coordinates were scaled from a map and have
 PU1262.an estimated accuracy of +/- 6 seconds.
 PU1262
 PU1262.The orthometric height was determined by differential leveling and
 PU1262.adjusted by the NATIONAL GEODETIC SURVEY
 PU1262.in July 1998.
 PU1262
 PU1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1262.GEOID18 height accuracy estimate available here.
 PU1262
 PU1262.Click photographs - Photos may exist for this station.
 PU1262
 PU1262.The dynamic height is computed by dividing the NAVD 88
 PU1262.geopotential number by the normal gravity value computed on the
 PU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1262.degrees latitude (g = 980.6199 gals.).
 PU1262
 PU1262.The modeled gravity was interpolated from observed gravity values.
 PU1262
 PU1262;                    North         East    Units  Estimated Accuracy
 PU1262;SPC SD N     -   115,800.      347,290.      MT  (+/- 180 meters Scaled)
 PU1262
 PU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK425657(NAD 83)
 PU1262
 PU1262                          SUPERSEDED SURVEY CONTROL
 PU1262
 PU1262  NAVD 88 (06/15/91)  961.161  (m)         3153.41   (f) SUPERSEDED  1 2
 PU1262  NGVD 29 (??/??/92)  960.667  (m)         3151.79   (f) ADJ UNCH    1 2
 PU1262
 PU1262.Superseded values are not recommended for survey control.
 PU1262
 PU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1262.See file dsdata.pdf to determine how the superseded data were derived.
 PU1262
 PU1262_MARKER: DS = TRIANGULATION STATION DISK
 PU1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1262_STAMPING: BANK 1962
 PU1262_MARK LOGO: CGS
 PU1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1262+STABILITY: SURFACE MOTION
 PU1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1262+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1262
 PU1262  HISTORY     - Date     Condition        Report By
 PU1262  HISTORY     - 1962     MONUMENTED       CGS
 PU1262  HISTORY     - 1963     GOOD             CGS
 PU1262  HISTORY     - 19951116 GOOD             NGS
 PU1262
 PU1262                          STATION DESCRIPTION
 PU1262
 PU1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1262'14 MI NE FROM NEWELL.
 PU1262'ABOUT 14.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1262'SCHOOL AT NEWELL, ON THE HIGHEST POINT OF A CUT THROUGH A RIDGE,
 PU1262'133 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 25 FEET
 PU1262'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1262'POST PROJECTING 3 INCHES.
 PU1262
 PU1262                          STATION RECOVERY (1995)
 PU1262
 PU1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1262'22.3 KM (13.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1262'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, ON THE HIGHEST POINT OF A
 PU1262'HIGHWAY CUT, 65.2 M (213.9 FT) NORTHEAST OF MILEPOST 53, 40.4 M (132.5
 PU1262'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) ABOVE THE
 PU1262'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND THE
 PU1262'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0675 ***********************************************************************
 OS0675  DESIGNATION -  BANK
 OS0675  PID         -  OS0675
 OS0675  STATE/COUNTY-  SD/LYMAN
 OS0675  COUNTRY     -  US
 OS0675  USGS QUAD   -  BADNATION (2017)
 OS0675
 OS0675                         *CURRENT SURVEY CONTROL
 OS0675  ______________________________________________________________________
 OS0675* NAD 83(1996) POSITION- 43 42 54.57682(N) 100 17 38.03106(W)   ADJUSTED
 OS0675* NAVD 88 ORTHO HEIGHT -   571.    (meters)     1873.    (feet) SCALED
 OS0675  ______________________________________________________________________
 OS0675  GEOID HEIGHT    -        -25.020 (meters)                     GEOID18
 OS0675  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 OS0675  HORZ ORDER      -  FIRST
 OS0675
 OS0675.The horizontal coordinates were established by classical geodetic methods
 OS0675.and adjusted by the National Geodetic Survey in January 1998.
 OS0675
 OS0675.The orthometric height was scaled from a topographic map.
 OS0675
 OS0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0675.GEOID18 height accuracy estimate available here.
 OS0675
 OS0675.Click photographs - Photos may exist for this station.
 OS0675
 OS0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0675
 OS0675. The following values were computed from the NAD 83(1996) position.
 OS0675
 OS0675;                    North         East     Units Scale Factor Converg.
 OS0675;SPC SD S     -   153,509.915   603,177.798   MT  0.99990829   +0 01 37.9
 OS0675;SPC SD S     -   503,640.45  1,978,925.83   sFT  0.99990829   +0 01 37.9
 OS0675;UTM  14      - 4,841,050.522   395,767.504   MT  0.99973363   -0 53 39.3
 OS0675
 OS0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0675!SPC SD S     -   0.99991433  x   0.99990829  =   0.99982263
 OS0675!UTM  14      -   0.99991433  x   0.99973363  =   0.99964798
 OS0675
 OS0675:                Primary Azimuth Mark                     Grid Az
 OS0675:SPC SD S     -  BANK AZ MK 2                             030 38 53.0
 OS0675:UTM  14      -  BANK AZ MK 2                             031 34 10.2
 OS0675
 OS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9576741050(NAD 83)
 OS0675
 OS0675|---------------------------------------------------------------------|
 OS0675| PID    Reference Object                     Distance      Geod. Az  |
 OS0675|                                                           dddmmss.s |
 OS0675| OS0673 BANK AZ MK 2                        APPROX. 1.9 KM 0304030.9 |
 OS0675| CO2182 BANK RM 1                            11.137 METERS 06440     |
 OS0675| CO3252 BANK AZ MK 1                                       2735610.7 |
 OS0675| CO2183 BANK RM 2                             9.443 METERS 34443     |
 OS0675|---------------------------------------------------------------------|
 OS0675
 OS0675                          SUPERSEDED SURVEY CONTROL
 OS0675
 OS0675  NAD 83(1995)-  43 42 54.57287(N)    100 17 38.03770(W) AD(       ) 1
 OS0675  NAD 83(1986)-  43 42 54.57212(N)    100 17 38.04354(W) AD(       ) 1
 OS0675  NAD 27      -  43 42 54.60700(N)    100 17 36.56000(W) AD(       ) 1
 OS0675
 OS0675.Superseded values are not recommended for survey control.
 OS0675
 OS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0675.See file dsdata.pdf to determine how the superseded data were derived.
 OS0675
 OS0675_MARKER: DS = TRIANGULATION STATION DISK
 OS0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0675_STAMPING: BANK 1936
 OS0675_MARK LOGO: CGS
 OS0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0675+STABILITY: SURFACE MOTION
 OS0675
 OS0675  HISTORY     - Date     Condition        Report By
 OS0675  HISTORY     - 1936     MONUMENTED       CGS
 OS0675
 OS0675                          STATION DESCRIPTION
 OS0675
 OS0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0675'STATION BANK IS LOCATED ON THE HIGHEST GROUND OVERLOOKING WHITE
 OS0675'RIVER, ABOUT 300 FEET EAST OF A POINT IN LINE WITH THE CENTERLINE
 OS0675'OF THE BRIDGE ON STATE HIGHWAY 53 ACROSS THE RIVER, 20 PACES
 OS0675'SOUTH OF AN OLD WAGON ROAD, ABOUT 3/4 MILE EAST OF STATE
 OS0675'HIGHWAY 53.
 OS0675'
 OS0675'TO REACH FROM BRAVE STORE (A STORE 11.2 MILES NORTH OF THE
 OS0675'JUNCTION OF STATE HIGHWAYS 40 AND 53, ON STATE 53) GO NORTH
 OS0675'AND EAST ON STATE HIGHWAY 53 FOR 9.2 MILES, OR 0.6 MILE NORTH
 OS0675'OF THE BRIDGE ACROSS WHITE RIVER, TURN SHARPLY TO THE RIGHT
 OS0675'JUST BEYOND AN IRON CULVERT AND ENTER A PASTURE ON A DIM
 OS0675'WAGON ROAD AND GO SOUTH PARALLEL TO THE HIGHWAY FOR 0.1 MILE,
 OS0675'TURN TO THE LEFT AND GO EAST FOR ABOUT 0.6 MILE TO THE HIGHEST
 OS0675'GROUND IN VICINITY AND STATION ON THE RIGHT (OR SOUTH) OF
 OS0675'ROAD.
 OS0675'
 OS0675'AZIMUTH BANK (NO. 1) IS LOCATED ABOUT 0.3 MILE SOUTH OF THE
 OS0675'STATION IN THE TOP OF THE SOUTHEAST WINGWALL OF THE BRIDGE
 OS0675'ACROSS WHITE RIVER.  THE MARK IS A STANDARD DISK SET IN CONCRETE.
 OS0675'
 OS0675'REFERENCE MARK NO. 1 IS 36.54 FEET EAST OF THE STATION AND
 OS0675'43.52 FEET FROM REFERENCE MARK NO. 2.
 OS0675'
 OS0675'REFERENCE MARK NO. 2 IS 30.98 FEET NORTH OF THE STATION.
 OS0675'
 OS0675'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0675'DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0823 ***********************************************************************
 QS0823  DESIGNATION -  BANK
 QS0823  PID         -  QS0823
 QS0823  STATE/COUNTY-  SD/CORSON
 QS0823  COUNTRY     -  US
 QS0823  USGS QUAD   -  LITTLE EAGLE SW (2017)
 QS0823
 QS0823                         *CURRENT SURVEY CONTROL
 QS0823  ______________________________________________________________________
 QS0823* NAD 83(1996) POSITION- 45 37 14.59338(N) 100 59 48.95817(W)   ADJUSTED
 QS0823* NAVD 88 ORTHO HEIGHT -   649.    (meters)     2129.    (feet) SCALED
 QS0823  ______________________________________________________________________
 QS0823  GEOID HEIGHT    -        -21.136 (meters)                     GEOID18
 QS0823  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 QS0823  HORZ ORDER      -  THIRD
 QS0823
 QS0823.The horizontal coordinates were established by classical geodetic methods
 QS0823.and adjusted by the National Geodetic Survey in January 1998.
 QS0823
 QS0823.The orthometric height was scaled from a topographic map.
 QS0823
 QS0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0823.GEOID18 height accuracy estimate available here.
 QS0823
 QS0823.Click photographs - Photos may exist for this station.
 QS0823
 QS0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0823
 QS0823. The following values were computed from the NAD 83(1996) position.
 QS0823
 QS0823;                    North         East     Units Scale Factor Converg.
 QS0823;SPC SD N     -   199,103.742   522,251.203   MT  0.99998852   -0 42 20.0
 QS0823;SPC SD N     -   653,226.19  1,713,419.16   sFT  0.99998852   -0 42 20.0
 QS0823;UTM  14      - 5,053,847.739   344,320.414   MT  0.99989798   -1 25 39.2
 QS0823
 QS0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0823!SPC SD N     -   0.99990151  x   0.99998852  =   0.99989003
 QS0823!UTM  14      -   0.99990151  x   0.99989798  =   0.99979950
 QS0823
 QS0823:                Primary Azimuth Mark                     Grid Az
 QS0823:SPC SD N     -  BANK AZ MK                               190 15 27.0
 QS0823:UTM  14      -  BANK AZ MK                               190 58 46.2
 QS0823
 QS0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4432053847(NAD 83)
 QS0823
 QS0823|---------------------------------------------------------------------|
 QS0823| PID    Reference Object                     Distance      Geod. Az  |
 QS0823|                                                           dddmmss.s |
 QS0823| CO4282 BANK RM 1                             9.980 METERS 05253     |
 QS0823| CO4281 BANK AZ MK                                         1893307.0 |
 QS0823| CO4283 BANK RM 2                            10.908 METERS 32434     |
 QS0823|---------------------------------------------------------------------|
 QS0823
 QS0823                          SUPERSEDED SURVEY CONTROL
 QS0823
 QS0823  NAD 83(1986)-  45 37 14.58473(N)    100 59 48.95470(W) AD(       ) 3
 QS0823  NAD 27      -  45 37 14.61100(N)    100 59 47.43900(W) AD(       ) 3
 QS0823
 QS0823.Superseded values are not recommended for survey control.
 QS0823
 QS0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0823.See file dsdata.pdf to determine how the superseded data were derived.
 QS0823
 QS0823_MARKER: DS = TRIANGULATION STATION DISK
 QS0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0823_STAMPING: BANK 1952
 QS0823_MARK LOGO: CGS
 QS0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0823+STABILITY: SURFACE MOTION
 QS0823
 QS0823  HISTORY     - Date     Condition        Report By
 QS0823  HISTORY     - 1952     MONUMENTED       CGS
 QS0823
 QS0823                          STATION DESCRIPTION
 QS0823
 QS0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0823'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHEAST OF TIMBER
 QS0823'LAKE, IN THE SOUTHWEST 1/4 OF SECTION 12, T 19 N, R 25 E,
 QS0823'ABOUT 2 MILES SOUTH OF THE GRAND RIVER, 0.05 MILE EAST-NORTHEAST
 QS0823'OF A Y-INTERSECTION OF TRACK ROADS, 33 FEET NORTH OF THE CENTER
 QS0823'OF A TRACK ROAD, AND 5 FEET NORTHEST OF A 3 IN X 4 IN WITNESS
 QS0823'POST.
 QS0823'
 QS0823'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TIMBER LAKE, GO
 QS0823'NORTH FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY NO. 8.
 QS0823'THEN LEFT, WEST, ON NO. 8 FOR 3.45 MILES.  THEN RIGHT, NORTH,
 QS0823'ON A GRADED DIRT ROAD FOR 10.85 MILES TO A RANCH HOUSE ON THE
 QS0823'LEFT.  CONTINUE NORTH FOR 1.8 MILES.  THEN RIGHT, EAST, ON
 QS0823'A GRADED DIRT ROAD FOR 4.2 MILES TO A POINT WHERE THE MAIN
 QS0823'TRAVELED ROAD BEARS TO THE LEFT (NORTH).  CONTINUE EAST ACROSS
 QS0823'PASTURE LAND ON A TRACK ROAD FOR 1.0 MILE.  THEN BEAR TO THE
 QS0823'LEFT, NORTHEASTERLY AND EAST ON A TRACK ROAD FOR 1.95
 QS0823'MILE TO A POINT WHERE THE ROAD BEARS TO THE RIGHT
 QS0823'(SOUTHEAST).  CONTINUE EASTERLY ON A FIRE TRAIL FOR 0.4 MILE.
 QS0823'THEN LEFT, NORTH, ON A TRACK ROAD FOR 0.25 MILE TO THE
 QS0823'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.2 MILE
 QS0823'TO A FORK.  THEN RIGHT, EASTERLY, FOR 0.1 MILE TO THE
 QS0823'STATION ON THE LEFT.
 QS0823'
 QS0823'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0823'BANK 1952.
 QS0823'
 QS0823'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF THE CENTER OF THE
 QS0823'TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED BANK
 QS0823'NO 1 1952.
 QS0823'
 QS0823'REFERENCE MARK NO. 2 IS 70 FEET NORTH OF THE CENTER OF THE
 QS0823'TRACK ROAD.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0823'BANK NO 2 1952.
 QS0823'
 QS0823'THE AZIMUTH MARK IS 13 FEET WEST OF THE CENTER OF A TRACK
 QS0823'ROAD, 12 FEET WEST OF THE CENTER OF ANOTHER TRACK ROAD, AND
 QS0823'4 FEET NORTH OF A 3 IN X 4 IN WITNESS POST.  IT PROJECTS 4 INCHES,
 QS0823'AND THE DISK IS STAMPED BANK 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0640 ***********************************************************************
 OR0640  DESIGNATION -  BANK AZ MK
 OR0640  PID         -  OR0640
 OR0640  STATE/COUNTY-  SD/CHARLES MIX
 OR0640  COUNTRY     -  US
 OR0640  USGS QUAD   -  ACADEMY (2017)
 OR0640
 OR0640                         *CURRENT SURVEY CONTROL
 OR0640  ______________________________________________________________________
 OR0640* NAD 83(1986) POSITION- 43 23 33.     (N) 099 05 33.     (W)   SCALED
 OR0640* NAVD 88 ORTHO HEIGHT -   500.409 (meters)     1641.76  (feet) ADJUSTED
 OR0640  ______________________________________________________________________
 OR0640  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 OR0640  DYNAMIC HEIGHT  -        500.240 (meters)     1641.20  (feet) COMP
 OR0640  MODELED GRAVITY -    980,266.9   (mgal)                       NAVD 88
 OR0640
 OR0640  VERT ORDER      -  FIRST     CLASS II
 OR0640
 OR0640.The horizontal coordinates were scaled from a map and have
 OR0640.an estimated accuracy of +/- 6 seconds.
 OR0640
 OR0640.The orthometric height was determined by differential leveling and
 OR0640.adjusted by the NATIONAL GEODETIC SURVEY
 OR0640.in June 1991.
 OR0640
 OR0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0640.GEOID18 height accuracy estimate available here.
 OR0640
 OR0640.Click photographs - Photos may exist for this station.
 OR0640
 OR0640.The dynamic height is computed by dividing the NAVD 88
 OR0640.geopotential number by the normal gravity value computed on the
 OR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0640.degrees latitude (g = 980.6199 gals.).
 OR0640
 OR0640.The modeled gravity was interpolated from observed gravity values.
 OR0640
 OR0640;                    North         East    Units  Estimated Accuracy
 OR0640;SPC SD S     -   118,420.      700,520.      MT  (+/- 180 meters Scaled)
 OR0640
 OR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP925044(NAD 83)
 OR0640
 OR0640                          SUPERSEDED SURVEY CONTROL
 OR0640
 OR0640  NGVD 29 (??/??/92)  500.057  (m)         1640.60   (f) ADJ UNCH    1 2
 OR0640
 OR0640.Superseded values are not recommended for survey control.
 OR0640
 OR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0640.See file dsdata.pdf to determine how the superseded data were derived.
 OR0640
 OR0640_MARKER: DZ = AZIMUTH MARK DISK
 OR0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0640_STAMPING: BANK 1948
 OR0640_MARK LOGO: CGS
 OR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0640+STABILITY: SURFACE MOTION
 OR0640
 OR0640  HISTORY     - Date     Condition        Report By
 OR0640  HISTORY     - 1948     MONUMENTED       CGS
 OR0640  HISTORY     - 1949     GOOD             CGS
 OR0640  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0640
 OR0640                          STATION DESCRIPTION
 OR0640
 OR0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0640'13.2 MI W FROM PLATTE.
 OR0640'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0640'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 OR0640'NORTH ALONG A GRAVEL ROAD, THENCE 1.55 MILES WEST ALONG A DIRT
 OR0640'ROAD, JUST WEST OF A U-CURVE, 33.0 FEET SOUTH OF THE CENTER
 OR0640'LINE OF THE ROAD, 45.0 FEET WEST OF A 3-WAY CORNER FENCE POST,
 OR0640'9.0 FEET WEST OF THE CENTER LINE OF A GATE, 2.0 FEET SOUTH OF A
 OR0640'FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 OR0640'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0640
 OR0640                          STATION RECOVERY (2013)
 OR0640
 OR0640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OR0640'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0673 ***********************************************************************
 OS0673  DESIGNATION -  BANK AZ MK 2
 OS0673  PID         -  OS0673
 OS0673  STATE/COUNTY-  SD/LYMAN
 OS0673  COUNTRY     -  US
 OS0673  USGS QUAD   -  BADNATION (2017)
 OS0673
 OS0673                         *CURRENT SURVEY CONTROL
 OS0673  ______________________________________________________________________
 OS0673* NAD 83(1996) POSITION- 43 43 46.31495(N) 100 16 55.70780(W)   ADJUSTED
 OS0673* NAVD 88 ORTHO HEIGHT -   574.    (meters)     1883.    (feet) SCALED
 OS0673  ______________________________________________________________________
 OS0673  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 OS0673  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 OS0673  HORZ ORDER      -  SECOND
 OS0673
 OS0673.The horizontal coordinates were established by classical geodetic methods
 OS0673.and adjusted by the National Geodetic Survey in January 1998.
 OS0673
 OS0673.The orthometric height was scaled from a topographic map.
 OS0673
 OS0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0673.GEOID18 height accuracy estimate available here.
 OS0673
 OS0673.Click photographs - Photos may exist for this station.
 OS0673
 OS0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0673
 OS0673. The following values were computed from the NAD 83(1996) position.
 OS0673
 OS0673;                    North         East     Units Scale Factor Converg.
 OS0673;SPC SD S     -   155,107.080   604,124.167   MT  0.99990875   +0 02 07.1
 OS0673;SPC SD S     -   508,880.48  1,982,030.70   sFT  0.99990875   +0 02 07.1
 OS0673;UTM  14      - 4,842,631.981   396,739.268   MT  0.99973115   -0 53 10.9
 OS0673
 OS0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0673!SPC SD S     -   0.99991386  x   0.99990875  =   0.99982262
 OS0673!UTM  14      -   0.99991386  x   0.99973115  =   0.99964504
 OS0673
 OS0673:                Primary Azimuth Mark                     Grid Az
 OS0673:SPC SD S     -  BANK                                     210 38 53.0
 OS0673:UTM  14      -  BANK                                     211 34 11.0
 OS0673
 OS0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9673942631(NAD 83)
 OS0673
 OS0673|---------------------------------------------------------------------|
 OS0673| PID    Reference Object                     Distance      Geod. Az  |
 OS0673|                                                           dddmmss.s |
 OS0673| OS0675 BANK                                APPROX. 1.9 KM 2104100.1 |
 OS0673|---------------------------------------------------------------------|
 OS0673
 OS0673                          SUPERSEDED SURVEY CONTROL
 OS0673
 OS0673  NAD 83(1995)-  43 43 46.31098(N)    100 16 55.71454(W) AD(       ) 2
 OS0673  NAD 83(1986)-  43 43 46.31018(N)    100 16 55.72044(W) AD(       ) 2
 OS0673  NAD 27      -  43 43 46.34700(N)    100 16 54.23700(W) AD(       ) 2
 OS0673
 OS0673.Superseded values are not recommended for survey control.
 OS0673
 OS0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0673.See file dsdata.pdf to determine how the superseded data were derived.
 OS0673
 OS0673_MARKER: DZ = AZIMUTH MARK DISK
 OS0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0673_STAMPING: BANK 1936
 OS0673_MARK LOGO: CGS
 OS0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0673+STABILITY: SURFACE MOTION
 OS0673
 OS0673  HISTORY     - Date     Condition        Report By
 OS0673  HISTORY     - 1936     MONUMENTED       CGS
 OS0673
 OS0673                          STATION DESCRIPTION
 OS0673
 OS0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0673'THE STATION IS LOCATED ON THE TOP OF A FLAT HILL ON PROMINENT
 OS0673'GROUND, 340 FEET WEST OF A WHITE SCHOOLHOUSE, NEAR THE WEST
 OS0673'SLOPE OF HILL.
 OS0673'
 OS0673'TO REACH STATION FROM BRAVE STORE (A STORE ON STATE HIGHWAY
 OS0673'53, 11.2 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 40
 OS0673'AND 53), GO NORTH AND EAST FROM THE STORE 9.5 MILES, OR 0.9
 OS0673'MILE NORTH OF THE BRIDGE OVER WHITE RIVER, TURN EAST ABOUT 100
 OS0673'YARDS BEYOND A WOODEN BRIDGE AND FOLLOW A DIM ROAD 0.9 MILE,
 OS0673'KEEPING TO THE RIGHT WHERE ROAD FORKS, TURN RIGHT AND GO NORTH,
 OS0673'CLIMBING STEEP HILL FOR 0.8 MILE TO A WHITE SCHOOLHOUSE AND
 OS0673'STATION.  THERE ARE NO OTHER STATION MARKS.
 OS0673'
 OS0673'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0641 ***********************************************************************
 OR0641  DESIGNATION -  BANK AZ MK RESET
 OR0641  PID         -  OR0641
 OR0641  STATE/COUNTY-  SD/CHARLES MIX
 OR0641  COUNTRY     -  US
 OR0641  USGS QUAD   -  ACADEMY (2017)
 OR0641
 OR0641                         *CURRENT SURVEY CONTROL
 OR0641  ______________________________________________________________________
 OR0641* NAD 83(1986) POSITION- 43 23 33.     (N) 099 05 32.     (W)   SCALED
 OR0641* NAVD 88 ORTHO HEIGHT -   499.01  (meters)     1637.2   (feet) RESET
 OR0641  ______________________________________________________________________
 OR0641  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 OR0641  VERT ORDER      -  THIRD
 OR0641
 OR0641.The horizontal coordinates were scaled from a map and have
 OR0641.an estimated accuracy of +/- 6 seconds.
 OR0641
 OR0641.The orthometric height was computed from unverified reset data.
 OR0641
 OR0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0641.GEOID18 height accuracy estimate available here.
 OR0641
 OR0641.Click photographs - Photos may exist for this station.
 OR0641
 OR0641;                    North         East    Units  Estimated Accuracy
 OR0641;SPC SD S     -   118,420.      700,540.      MT  (+/- 180 meters Scaled)
 OR0641
 OR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP925044(NAD 83)
 OR0641
 OR0641                          SUPERSEDED SURVEY CONTROL
 OR0641
 OR0641  NGVD 29 (04/17/07)  498.66   (m)         1636.0    (f) RESET       3  
 OR0641
 OR0641.Superseded values are not recommended for survey control.
 OR0641
 OR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0641.See file dsdata.pdf to determine how the superseded data were derived.
 OR0641
 OR0641_MARKER: DZ = AZIMUTH MARK DISK
 OR0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0641_STAMPING: BANK 1948 RESET 1963
 OR0641_MARK LOGO: CGS
 OR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0641+STABILITY: SURFACE MOTION
 OR0641
 OR0641  HISTORY     - Date     Condition        Report By
 OR0641  HISTORY     - 1963     MONUMENTED       CGS
 OR0641
 OR0641                          STATION DESCRIPTION
 OR0641
 OR0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WGT)
 OR0641'13 MI NW FROM PLATTE.
 OR0641'REACHED FROM POST OFFICE IN PLATTE BY GOING SOUTH FOR 0.2 MILE
 OR0641'TO JUNCTION WITH STATE HIGHWAY 44, TURN RIGHT AND FOLLOW NEW
 OR0641'HIGHWAY WEST, NORTHWEST FOR ABOUT 13 MILES TO A PARKING AREA
 OR0641'AND MARK ON LEFT, ABOUT 135 FEET SOUTH OF THE CENTERLINE OF THE
 OR0641'HIGHWAY, ABOUT 79 FEET WEST OF THE SOUTHWEST CORNER OF A PARKING
 OR0641'AREA, 1.75 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 OR0641'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0643 ***********************************************************************
 OR0643  DESIGNATION -  BANK RM 1
 OR0643  PID         -  OR0643
 OR0643  STATE/COUNTY-  SD/CHARLES MIX
 OR0643  COUNTRY     -  US
 OR0643  USGS QUAD   -  ACADEMY (2017)
 OR0643
 OR0643                         *CURRENT SURVEY CONTROL
 OR0643  ______________________________________________________________________
 OR0643* NAD 83(1986) POSITION- 43 23 12.92   (N) 099 06 08.04   (W)   HD_HELD1
 OR0643* NAVD 88 ORTHO HEIGHT -   486.756 (meters)     1596.97  (feet) ADJUSTED
 OR0643  ______________________________________________________________________
 OR0643  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 OR0643  DYNAMIC HEIGHT  -        486.590 (meters)     1596.42  (feet) COMP
 OR0643  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OR0643
 OR0643  VERT ORDER      -  FIRST     CLASS II
 OR0643
 OR0643.The horizontal coordinates were determined by differentially corrected
 OR0643.hand held GPS observations or other comparable positioning techniques
 OR0643.and have an estimated accuracy of +/- 3 meters.
 OR0643
 OR0643.The orthometric height was determined by differential leveling and
 OR0643.adjusted by the NATIONAL GEODETIC SURVEY
 OR0643.in June 1991.
 OR0643
 OR0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0643.GEOID18 height accuracy estimate available here.
 OR0643
 OR0643.Click photographs - Photos may exist for this station.
 OR0643
 OR0643.The dynamic height is computed by dividing the NAVD 88
 OR0643.geopotential number by the normal gravity value computed on the
 OR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0643.degrees latitude (g = 980.6199 gals.).
 OR0643
 OR0643.The modeled gravity was interpolated from observed gravity values.
 OR0643
 OR0643;                    North         East    Units  Estimated Accuracy
 OR0643;SPC SD S     -   117,783.3     699,740.8     MT  (+/- 3 meters HH1 GPS) 
 OR0643
 OR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9171903788(NAD 83)
 OR0643
 OR0643                          SUPERSEDED SURVEY CONTROL
 OR0643
 OR0643  NGVD 29 (??/??/92)  486.404  (m)         1595.81   (f) ADJ UNCH    1 2
 OR0643
 OR0643.Superseded values are not recommended for survey control.
 OR0643
 OR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0643.See file dsdata.pdf to determine how the superseded data were derived.
 OR0643
 OR0643_MARKER: DR = REFERENCE MARK DISK
 OR0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0643_STAMPING: BANK NO 1 1948
 OR0643_MARK LOGO: CGS
 OR0643_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0643+STABILITY: SURFACE MOTION
 OR0643
 OR0643  HISTORY     - Date     Condition        Report By
 OR0643  HISTORY     - 1948     MONUMENTED       CGS
 OR0643  HISTORY     - 1949     GOOD             CGS
 OR0643  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0643
 OR0643                          STATION DESCRIPTION
 OR0643
 OR0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0643'13.8 MI W FROM PLATTE.
 OR0643'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0643'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH
 OR0643'ALONG A GRAVEL ROAD, THENCE 1.55 MILES WEST ALONG A DIRT ROAD,
 OR0643'THENCE 0.6 MILE SOUTHWEST ALONG A FIELD TRACK ROAD, ON TOP OF
 OR0643'A FLAT BANK OVER-LOOKING THE MISSOURI RIVER, 270.0 FEET EAST OF
 OR0643'A NORTH-SOUTH FENCE, 50.0 FEET SOUTH OF TRIANGULATION STATION
 OR0643'BANK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OR0643'ABOVE THE GROUND.
 OR0643
 OR0643                          STATION RECOVERY (2013)
 OR0643
 OR0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OR0643'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1263 ***********************************************************************
 PU1263  DESIGNATION -  BANK RM 1
 PU1263  PID         -  PU1263
 PU1263  STATE/COUNTY-  SD/BUTTE
 PU1263  COUNTRY     -  US
 PU1263  USGS QUAD   -  OWL BUTTE (2017)
 PU1263
 PU1263                         *CURRENT SURVEY CONTROL
 PU1263  ______________________________________________________________________
 PU1263* NAD 83(1986) POSITION- 44 49 50.     (N) 103 11 48.     (W)   SCALED
 PU1263* NAVD 88 ORTHO HEIGHT -   960.726 (meters)     3151.98  (feet) ADJUSTED
 PU1263  ______________________________________________________________________
 PU1263  GEOID HEIGHT    -        -16.862 (meters)                     GEOID18
 PU1263  DYNAMIC HEIGHT  -        960.482 (meters)     3151.18  (feet) COMP
 PU1263  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 PU1263
 PU1263  VERT ORDER      -  FIRST     CLASS II
 PU1263
 PU1263.The horizontal coordinates were scaled from a map and have
 PU1263.an estimated accuracy of +/- 6 seconds.
 PU1263
 PU1263.The orthometric height was determined by differential leveling and
 PU1263.adjusted by the NATIONAL GEODETIC SURVEY
 PU1263.in July 1998.
 PU1263
 PU1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1263.GEOID18 height accuracy estimate available here.
 PU1263
 PU1263.Click photographs - Photos may exist for this station.
 PU1263
 PU1263.The dynamic height is computed by dividing the NAVD 88
 PU1263.geopotential number by the normal gravity value computed on the
 PU1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1263.degrees latitude (g = 980.6199 gals.).
 PU1263
 PU1263.The modeled gravity was interpolated from observed gravity values.
 PU1263
 PU1263;                    North         East    Units  Estimated Accuracy
 PU1263;SPC SD N     -   115,800.      347,290.      MT  (+/- 180 meters Scaled)
 PU1263
 PU1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK425657(NAD 83)
 PU1263
 PU1263                          SUPERSEDED SURVEY CONTROL
 PU1263
 PU1263  NAVD 88 (06/15/91)  960.707  (m)         3151.92   (f) SUPERSEDED  1 2
 PU1263  NGVD 29 (??/??/92)  960.213  (m)         3150.30   (f) ADJ UNCH    1 2
 PU1263
 PU1263.Superseded values are not recommended for survey control.
 PU1263
 PU1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1263.See file dsdata.pdf to determine how the superseded data were derived.
 PU1263
 PU1263_MARKER: DR = REFERENCE MARK DISK
 PU1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1263_STAMPING: BANK NO 1 1962
 PU1263_MARK LOGO: CGS
 PU1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1263+STABILITY: SURFACE MOTION
 PU1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1263+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1263
 PU1263  HISTORY     - Date     Condition        Report By
 PU1263  HISTORY     - 1962     MONUMENTED       CGS
 PU1263  HISTORY     - 1963     GOOD             CGS
 PU1263  HISTORY     - 19951116 GOOD             NGS
 PU1263
 PU1263                          STATION DESCRIPTION
 PU1263
 PU1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1263'14 MI NE FROM NEWELL.
 PU1263'ABOUT 14.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1263'SCHOOL AT NEWELL, ON THE TOP OF A HIGH CUT THROUGH A RIDGE,
 PU1263'160 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGWAY, 46.0 FEET
 PU1263'EAST OF THE STATION MARK, ABOUT 23 FEET ABOVE THE LEVEL OF THE
 PU1263'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 PU1263'INCHES.
 PU1263
 PU1263                          STATION RECOVERY (1995)
 PU1263
 PU1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1263'22.3 KM (13.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1263'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, ON THE HIGHEST POINT OF A
 PU1263'HIGHWAY CUT, 65.2 M (213.9 FT) NORTHEAST OF MILEPOST 53, 45.0 M (147.6
 PU1263'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.8 M (45.3 FT) EAST OF
 PU1263'TRIANGULATION STATION BANK, 8.0 M (26.2 FT) ABOVE THE LEVEL OF THE
 PU1263'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1263'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0644 ***********************************************************************
 OR0644  DESIGNATION -  BANK RM 2
 OR0644  PID         -  OR0644
 OR0644  STATE/COUNTY-  SD/CHARLES MIX
 OR0644  COUNTRY     -  US
 OR0644  USGS QUAD   -  ACADEMY (2017)
 OR0644
 OR0644                         *CURRENT SURVEY CONTROL
 OR0644  ______________________________________________________________________
 OR0644* NAD 83(1986) POSITION- 43 23 13.79   (N) 099 06 08.54   (W)   HD_HELD1
 OR0644* NAVD 88 ORTHO HEIGHT -   487.314 (meters)     1598.80  (feet) ADJUSTED
 OR0644  ______________________________________________________________________
 OR0644  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 OR0644  DYNAMIC HEIGHT  -        487.147 (meters)     1598.25  (feet) COMP
 OR0644  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OR0644
 OR0644  VERT ORDER      -  FIRST     CLASS II
 OR0644
 OR0644.The horizontal coordinates were determined by differentially corrected
 OR0644.hand held GPS observations or other comparable positioning techniques
 OR0644.and have an estimated accuracy of +/- 3 meters.
 OR0644
 OR0644.The orthometric height was determined by differential leveling and
 OR0644.adjusted by the NATIONAL GEODETIC SURVEY
 OR0644.in June 1991.
 OR0644
 OR0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0644.GEOID18 height accuracy estimate available here.
 OR0644
 OR0644.Click photographs - Photos may exist for this station.
 OR0644
 OR0644.The dynamic height is computed by dividing the NAVD 88
 OR0644.geopotential number by the normal gravity value computed on the
 OR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0644.degrees latitude (g = 980.6199 gals.).
 OR0644
 OR0644.The modeled gravity was interpolated from observed gravity values.
 OR0644
 OR0644;                    North         East    Units  Estimated Accuracy
 OR0644;SPC SD S     -   117,810.0     699,729.1     MT  (+/- 3 meters HH1 GPS) 
 OR0644
 OR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9170803815(NAD 83)
 OR0644
 OR0644                          SUPERSEDED SURVEY CONTROL
 OR0644
 OR0644  NGVD 29 (??/??/92)  486.962  (m)         1597.64   (f) ADJ UNCH    1 2
 OR0644
 OR0644.Superseded values are not recommended for survey control.
 OR0644
 OR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0644.See file dsdata.pdf to determine how the superseded data were derived.
 OR0644
 OR0644_MARKER: DR = REFERENCE MARK DISK
 OR0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0644_STAMPING: BANK NO 2 1948
 OR0644_MARK LOGO: CGS
 OR0644_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0644+STABILITY: SURFACE MOTION
 OR0644
 OR0644  HISTORY     - Date     Condition        Report By
 OR0644  HISTORY     - 1948     MONUMENTED       CGS
 OR0644  HISTORY     - 1949     GOOD             CGS
 OR0644
 OR0644                          STATION DESCRIPTION
 OR0644
 OR0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0644'13.8 MI W FROM PLATTE.
 OR0644'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0644'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH
 OR0644'ALONG A GRAVEL ROAD, THENCE 1.55 MILES WEST ALONG A DIRT ROAD,
 OR0644'THENCE 0.6 MILE SOUTHWEST ALONG A FIELD TRACK ROAD, ON TOP OF A
 OR0644'FLAT BANK OVER-LOOKING THE MISSOURI RIVER, 230.0 FEET EAST OF A
 OR0644'NORTH-SOUTH FENCE, 60.2 FEET NORTHWEST OF TRIANGULATION STATION
 OR0644'BANK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 OR0644'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1261 ***********************************************************************
 PU1261  DESIGNATION -  BANK RM 2
 PU1261  PID         -  PU1261
 PU1261  STATE/COUNTY-  SD/BUTTE
 PU1261  COUNTRY     -  US
 PU1261  USGS QUAD   -  OWL BUTTE (2017)
 PU1261
 PU1261                         *CURRENT SURVEY CONTROL
 PU1261  ______________________________________________________________________
 PU1261* NAD 83(1986) POSITION- 44 49 50.     (N) 103 11 47.     (W)   SCALED
 PU1261* NAVD 88 ORTHO HEIGHT -   961.011 (meters)     3152.92  (feet) ADJUSTED
 PU1261  ______________________________________________________________________
 PU1261  GEOID HEIGHT    -        -16.863 (meters)                     GEOID18
 PU1261  DYNAMIC HEIGHT  -        960.767 (meters)     3152.12  (feet) COMP
 PU1261  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 PU1261
 PU1261  VERT ORDER      -  FIRST     CLASS II
 PU1261
 PU1261.The horizontal coordinates were scaled from a map and have
 PU1261.an estimated accuracy of +/- 6 seconds.
 PU1261
 PU1261.The orthometric height was determined by differential leveling and
 PU1261.adjusted by the NATIONAL GEODETIC SURVEY
 PU1261.in July 1998.
 PU1261
 PU1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1261.GEOID18 height accuracy estimate available here.
 PU1261
 PU1261.Click photographs - Photos may exist for this station.
 PU1261
 PU1261.The dynamic height is computed by dividing the NAVD 88
 PU1261.geopotential number by the normal gravity value computed on the
 PU1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1261.degrees latitude (g = 980.6199 gals.).
 PU1261
 PU1261.The modeled gravity was interpolated from observed gravity values.
 PU1261
 PU1261;                    North         East    Units  Estimated Accuracy
 PU1261;SPC SD N     -   115,800.      347,310.      MT  (+/- 180 meters Scaled)
 PU1261
 PU1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK425657(NAD 83)
 PU1261
 PU1261                          SUPERSEDED SURVEY CONTROL
 PU1261
 PU1261  NAVD 88 (06/15/91)  960.979  (m)         3152.81   (f) SUPERSEDED  1 2
 PU1261  NGVD 29 (??/??/92)  960.484  (m)         3151.19   (f) ADJ UNCH    1 2
 PU1261
 PU1261.Superseded values are not recommended for survey control.
 PU1261
 PU1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1261.See file dsdata.pdf to determine how the superseded data were derived.
 PU1261
 PU1261_MARKER: DR = REFERENCE MARK DISK
 PU1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1261_STAMPING: BANK NO 2 1962
 PU1261_MARK LOGO: CGS
 PU1261_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1261+STABILITY: SURFACE MOTION
 PU1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1261+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1261
 PU1261  HISTORY     - Date     Condition        Report By
 PU1261  HISTORY     - 1962     MONUMENTED       CGS
 PU1261  HISTORY     - 1963     GOOD             CGS
 PU1261  HISTORY     - 19951116 GOOD             NGS
 PU1261
 PU1261                          STATION DESCRIPTION
 PU1261
 PU1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1261'14 MI NE FROM NEWELL.
 PU1261'ABOUT 14.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1261'SCHOOL AT NEWELL, ON TOP OF AND NEAR THE SOUTHWEST EDGE OF A
 PU1261'HIGH CUT THROUGH A RIDGE, 171 FEET SOUTHEAST OF THE CENTERLINE
 PU1261'OF THE HIGHWAY, 44.3 FEET SOUTH OF THE STATION MARK, ABOUT 25 FEET
 PU1261'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1261'POST PROJECTING 2 INCHES.
 PU1261
 PU1261                          STATION RECOVERY (1995)
 PU1261
 PU1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1261'22.3 KM (13.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1261'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, ON THE HIGHEST POINT OF A
 PU1261'HIGHWAY CUT, 65.2 M (213.9 FT) NORTHEAST OF MILEPOST 53, 46.3 M (151.9
 PU1261'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.2 M (43.3 FT) SOUTH OF
 PU1261'TRIANGULATION STATION BANK, 8.0 M (26.2 FT) ABOVE THE LEVEL OF THE
 PU1261'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1261'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0679 ***********************************************************************
 PS0679  DESIGNATION -  BANNER
 PS0679  PID         -  PS0679
 PS0679  STATE/COUNTY-  SD/HYDE
 PS0679  COUNTRY     -  US
 PS0679  USGS QUAD   -  REZAC LAKE (2017)
 PS0679
 PS0679                         *CURRENT SURVEY CONTROL
 PS0679  ______________________________________________________________________
 PS0679* NAD 83(1996) POSITION- 44 51 03.19534(N) 099 18 49.79086(W)   ADJUSTED
 PS0679* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 PS0679  ______________________________________________________________________
 PS0679  GEOID HEIGHT    -        -23.424 (meters)                     GEOID18
 PS0679  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC18
 PS0679  HORZ ORDER      -  FIRST
 PS0679
 PS0679.The horizontal coordinates were established by classical geodetic methods
 PS0679.and adjusted by the National Geodetic Survey in January 1998.
 PS0679
 PS0679.The orthometric height was scaled from a topographic map.
 PS0679
 PS0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0679.GEOID18 height accuracy estimate available here.
 PS0679
 PS0679.Click photographs - Photos may exist for this station.
 PS0679
 PS0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0679
 PS0679. The following values were computed from the NAD 83(1996) position.
 PS0679
 PS0679;                    North         East     Units Scale Factor Converg.
 PS0679;SPC SD N     -   113,302.567   654,238.792   MT  0.99994519   +0 29 08.3
 PS0679;SPC SD N     -   371,726.84  2,146,448.44   sFT  0.99994519   +0 29 08.3
 PS0679;UTM  14      - 4,966,434.018   475,201.261   MT  0.99960756   -0 13 16.8
 PS0679
 PS0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0679!SPC SD N     -   0.99991159  x   0.99994519  =   0.99985678
 PS0679!UTM  14      -   0.99991159  x   0.99960756  =   0.99951918
 PS0679
 PS0679:                Primary Azimuth Mark                     Grid Az
 PS0679:SPC SD N     -  BANNER AZ MK                             034 54 30.5
 PS0679:UTM  14      -  BANNER AZ MK                             035 36 55.6
 PS0679
 PS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7520166434(NAD 83)
 PS0679
 PS0679|---------------------------------------------------------------------|
 PS0679| PID    Reference Object                     Distance      Geod. Az  |
 PS0679|                                                           dddmmss.s |
 PS0679| CO4284 BANNER AZ MK                                       0352338.8 |
 PS0679| CO4285 BANNER RM 1                          22.818 METERS 18617     |
 PS0679| CO4286 BANNER RM 2                          24.973 METERS 31739     |
 PS0679|---------------------------------------------------------------------|
 PS0679
 PS0679                          SUPERSEDED SURVEY CONTROL
 PS0679
 PS0679  NAD 83(1986)-  44 51 03.19273(N)    099 18 49.79962(W) AD(       ) 1
 PS0679  NAD 27      -  44 51 03.27100(N)    099 18 48.39900(W) AD(       ) 1
 PS0679
 PS0679.Superseded values are not recommended for survey control.
 PS0679
 PS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0679.See file dsdata.pdf to determine how the superseded data were derived.
 PS0679
 PS0679_MARKER: DS = TRIANGULATION STATION DISK
 PS0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0679_STAMPING: BANNER 1951
 PS0679_MARK LOGO: CGS
 PS0679_PROJECTION: FLUSH
 PS0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0679+STABILITY: SURFACE MOTION
 PS0679
 PS0679  HISTORY     - Date     Condition        Report By
 PS0679  HISTORY     - 1951     MONUMENTED       CGS
 PS0679
 PS0679                          STATION DESCRIPTION
 PS0679
 PS0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0679'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF ORIENT AND
 PS0679'33 MILES NORTH NORTHEAST OF HIGHMORE, ON A HIGH KNOLL.  IT
 PS0679'IS 0.2 MILES WEST NORTHWEST OF A FARM HOME AND 0.2 MILE
 PS0679'SOUTHWEST OF A WINDMILL.  THE MARK IS SET FLUSH AND THE DISK
 PS0679'IS STAMPED BANNER 1951.
 PS0679'
 PS0679'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND ABOUT 3
 PS0679'FOOT LOWER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 PS0679'IS STAMPED BANNER NO 1 1951.
 PS0679'
 PS0679'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT
 PS0679'3 FOOT LOWER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 PS0679'DISK IS STAMPED BANNER NO 2 1951.
 PS0679'
 PS0679'AZIMUTH MARK IS SET IN A T-FENCE CORNER.  IT IS 40 FEET WEST
 PS0679'OF THE CENTERLINE OF A ROAD, 2 FEET SOUTHWEST OF A WHITE
 PS0679'WITNESS POST AND 1 FOOT SOUTH OF A CORNER POST.  THE MARK
 PS0679'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BANNER 1951.
 PS0679'
 PS0679'TO REACH THE STATION FROM THE POST OFFICE IN HIGHMORE, GO WEST
 PS0679'0.05 MILE TO A CROSS STREET.  TURN RIGHT (NORTH) AND GO NORTH
 PS0679'0.55 MILE TO U.S. HIGHWAY 14.  TURN RIGHT AND GO 3.0 MILES TO
 PS0679'A CROSSROADS.  TURN LEFT (NORTH) AND FOLLOW MAIN GRAVEL ROAD FOR
 PS0679'21.7 MILES TO A CROSSROADS.  TURN RIGHT (EAST) AND GO 3.0
 PS0679'MILES TO WHERE MAIN GRAVEL ROAD TURNS NORTH.  TURN RIGHT (SOUTH)
 PS0679'1.0 MILE TO AZIMUTH MARK ON WEST SIDE OF ROAD AS DESCRIBED.
 PS0679'CONTINUE SOUTH FOR ABOUT 100 FEET TO A WIRE GATE.  PASS
 PS0679'THROUGH GATE AND GO SOUTHWESTERLY ACROSS PASTURE TO TOP OF
 PS0679'KNOLL AND STATION.
 PS0679'
 PS0679'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0754 ***********************************************************************
 OS0754  DESIGNATION -  BARNES
 OS0754  PID         -  OS0754
 OS0754  STATE/COUNTY-  SD/TODD
 OS0754  COUNTRY     -  US
 OS0754  USGS QUAD   -  SPRING CREEK SW (2017)
 OS0754
 OS0754                         *CURRENT SURVEY CONTROL
 OS0754  ______________________________________________________________________
 OS0754* NAD 83(1996) POSITION- 43 02 01.45398(N) 101 08 42.20176(W)   ADJUSTED
 OS0754* NAVD 88 ORTHO HEIGHT -   952.    (meters)     3123.    (feet) SCALED
 OS0754  ______________________________________________________________________
 OS0754  GEOID HEIGHT    -        -20.800 (meters)                     GEOID18
 OS0754  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 OS0754  HORZ ORDER      -  FIRST
 OS0754
 OS0754.The horizontal coordinates were established by classical geodetic methods
 OS0754.and adjusted by the National Geodetic Survey in January 1998.
 OS0754
 OS0754.The orthometric height was scaled from a topographic map.
 OS0754
 OS0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0754.GEOID18 height accuracy estimate available here.
 OS0754
 OS0754.Click photographs - Photos may exist for this station.
 OS0754
 OS0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0754
 OS0754. The following values were computed from the NAD 83(1996) position.
 OS0754
 OS0754;                    North         East     Units Scale Factor Converg.
 OS0754;SPC SD S     -    78,132.212   533,851.362   MT  0.99995858   -0 33 35.9
 OS0754;SPC SD S     -   256,338.77  1,751,477.34   sFT  0.99995858   -0 33 35.9
 OS0754;UTM  14      - 4,766,794.116   325,252.837   MT  0.99997567   -1 27 51.2
 OS0754
 OS0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0754!SPC SD S     -   0.99985393  x   0.99995858  =   0.99981252
 OS0754!UTM  14      -   0.99985393  x   0.99997567  =   0.99982960
 OS0754
 OS0754:                Primary Azimuth Mark                     Grid Az
 OS0754:SPC SD S     -  BARNES AZ MK                             110 19 44.4
 OS0754:UTM  14      -  BARNES AZ MK                             111 13 59.7
 OS0754
 OS0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2525266794(NAD 83)
 OS0754
 OS0754|---------------------------------------------------------------------|
 OS0754| PID    Reference Object                     Distance      Geod. Az  |
 OS0754|                                                           dddmmss.s |
 OS0754| CP9575 BARNES RM 1                           8.437 METERS 06709     |
 OS0754| CP9574 BARNES AZ MK                                       1094608.5 |
 OS0754| CP9576 BARNES RM 2                           7.510 METERS 15835     |
 OS0754|---------------------------------------------------------------------|
 OS0754
 OS0754                          SUPERSEDED SURVEY CONTROL
 OS0754
 OS0754  NAD 83(1995)-  43 02 01.45380(N)    101 08 42.20172(W) AD(       ) 1
 OS0754  NAD 83(1986)-  43 02 01.45068(N)    101 08 42.21205(W) AD(       ) 1
 OS0754  NAD 27      -  43 02 01.42500(N)    101 08 40.67100(W) AD(       ) 1
 OS0754
 OS0754.Superseded values are not recommended for survey control.
 OS0754
 OS0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0754.See file dsdata.pdf to determine how the superseded data were derived.
 OS0754
 OS0754_MARKER: DS = TRIANGULATION STATION DISK
 OS0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0754_STAMPING: BARNES 1936
 OS0754_MARK LOGO: CGS
 OS0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0754+STABILITY: SURFACE MOTION
 OS0754
 OS0754  HISTORY     - Date     Condition        Report By
 OS0754  HISTORY     - 1936     MONUMENTED       CGS
 OS0754
 OS0754                          STATION DESCRIPTION
 OS0754
 OS0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0754'STATION BARNES 1936 IS LOCATED ABOUT 8 MILES AIRLINE NORTH OF
 OS0754'EAST OF CODY, NEBR., ABOUT 1-1/2 MILES NORTH OF SOUTH
 OS0754'DAKOTA-NEBRASKA STATE LINE, ABOUT 0.5 MILE NORTHEAST OF SMALL LAKE
 OS0754'AND GROVE OF TREES ON PROPERTY OWNED BY TOM ARNOLD, AND LEASED
 OS0754'BY HOWARD BARNES WHOSE HOME IS 1 MILE SOUTHEAST OF STATION.
 OS0754'STATION IS ON THE HIGHEST POINT OF RIDGE, 350 PACES NORTH OF
 OS0754'EAST-WEST FENCE.
 OS0754'
 OS0754'AZIMUTH MARK IS LOCATED 0.3 MILE NORTHWEST OF THE BARNES HOUSE,
 OS0754'ABOUT 0.5 MILE SOUTHEAST OF STATION, ABOUT 125 FEET NORTH OF
 OS0754'EAST-WEST FENCE.
 OS0754'
 OS0754'REFERENCE MARK NO. 1 IS 27.68 FEET EAST OF STATION.
 OS0754'
 OS0754'REFERENCE MARK NO. 2 IS 24.64 FEET SOUTH OF STATION.
 OS0754'
 OS0754'TO REACH FROM CODY, NEBR., GO NORTH ON GRADED DIRT ROAD 4.6 MILES
 OS0754'TO CROSSROADS AT SOUTH DAKOTA-NEBRASKA STATE LINE, TURN RIGHT
 OS0754'(EAST) AND GO 2.5 MILES TO ROAD FORKS, TAKE LEFT TURN AND FOLLOW
 OS0754'ONLY ROAD NORTH AND EAST 4.0 MILES TO BARN AT HOME OF HOWARD
 OS0754'BARNES, TURN NORTHWEST AND GO 0.2 MILE TO GATE IN EAST-WEST
 OS0754'FENCE, PASS THROUGH GATE AND WORK WAY ACROSS PASTURE FOR 0.6 MILE
 OS0754'NORTHWEST TO TOP OF RIDGE AND STATION SITE.
 OS0754'
 OS0754'ALL POINTS VISIBLE FROM GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0479 ***********************************************************************
 QT0479  DESIGNATION -  BARREN
 QT0479  PID         -  QT0479
 QT0479  STATE/COUNTY-  SD/HARDING
 QT0479  COUNTRY     -  US
 QT0479  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 QT0479
 QT0479                         *CURRENT SURVEY CONTROL
 QT0479  ______________________________________________________________________
 QT0479* NAD 83(1996) POSITION- 45 33 36.71614(N) 103 26 35.81194(W)   ADJUSTED
 QT0479* NAVD 88 ORTHO HEIGHT -   906.221 (meters)     2973.16  (feet) ADJUSTED
 QT0479  ______________________________________________________________________
 QT0479  GEOID HEIGHT    -        -16.066 (meters)                     GEOID18
 QT0479  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 QT0479  DYNAMIC HEIGHT  -        906.082 (meters)     2972.70  (feet) COMP
 QT0479  MODELED GRAVITY -    980,431.1   (mgal)                       NAVD 88
 QT0479
 QT0479  HORZ ORDER      -  THIRD
 QT0479  VERT ORDER      -  FIRST     CLASS II
 QT0479
 QT0479.The horizontal coordinates were established by classical geodetic methods
 QT0479.and adjusted by the National Geodetic Survey in January 1998.
 QT0479
 QT0479.The orthometric height was determined by differential leveling and
 QT0479.adjusted by the NATIONAL GEODETIC SURVEY
 QT0479.in April 2000.
 QT0479
 QT0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0479.GEOID18 height accuracy estimate available here.
 QT0479
 QT0479.Click photographs - Photos may exist for this station.
 QT0479
 QT0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0479
 QT0479.The dynamic height is computed by dividing the NAVD 88
 QT0479.geopotential number by the normal gravity value computed on the
 QT0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0479.degrees latitude (g = 980.6199 gals.).
 QT0479
 QT0479.The modeled gravity was interpolated from observed gravity values.
 QT0479
 QT0479. The following values were computed from the NAD 83(1996) position.
 QT0479
 QT0479;                    North         East     Units Scale Factor Converg.
 QT0479;SPC SD N     -   197,614.685   331,253.561   MT  0.99997856   -2 26 13.0
 QT0479;SPC SD N     -   648,340.85  1,086,787.72   sFT  0.99997856   -2 26 13.0
 QT0479;UTM  13      - 5,046,363.012   621,491.525   MT  0.99978147   +1 06 41.8
 QT0479
 QT0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0479!SPC SD N     -   0.99986046  x   0.99997856  =   0.99983903
 QT0479!UTM  13      -   0.99986046  x   0.99978147  =   0.99964196
 QT0479
 QT0479:                Primary Azimuth Mark                     Grid Az
 QT0479:SPC SD N     -  BARREN AZ MK                             265 42 40.3
 QT0479:UTM  13      -  BARREN AZ MK                             262 09 45.5
 QT0479
 QT0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2149146363(NAD 83)
 QT0479
 QT0479|---------------------------------------------------------------------|
 QT0479| PID    Reference Object                     Distance      Geod. Az  |
 QT0479|                                                           dddmmss.s |
 QT0479| AI2543 BARREN RM 1                          12.558 METERS 09042     |
 QT0479| AI2544 BARREN RM 2                          11.833 METERS 18601     |
 QT0479| AI2542 BARREN AZ MK                                       2631627.3 |
 QT0479| QT0544 BUFFALO MUN AIRPORT BEACON          APPROX. 7.6 KM 2880649.8 |
 QT0479| QT0545 BUFFALO MUNICIPAL TANK              APPROX. 8.7 KM 2880858.8 |
 QT0479| QT0543 BUFFALO GRAND RIVER LUTH CH         APPROX. 8.4 KM 2900920.4 |
 QT0479|---------------------------------------------------------------------|
 QT0479
 QT0479                          SUPERSEDED SURVEY CONTROL
 QT0479
 QT0479  NAD 83(1993)-  45 33 36.70659(N)    103 26 35.80930(W) AD(       ) 3
 QT0479  NAD 83(1986)-  45 33 36.70436(N)    103 26 35.80478(W) AD(       ) 3
 QT0479  NAD 27      -  45 33 36.71900(N)    103 26 34.13000(W) AD(       ) 3
 QT0479
 QT0479.Superseded values are not recommended for survey control.
 QT0479
 QT0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0479.See file dsdata.pdf to determine how the superseded data were derived.
 QT0479
 QT0479_MARKER: DS = TRIANGULATION STATION DISK
 QT0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0479_STAMPING: BARREN 1952
 QT0479_MARK LOGO: CGS
 QT0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0479+STABILITY: SURFACE MOTION
 QT0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0479+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0479
 QT0479  HISTORY     - Date     Condition        Report By
 QT0479  HISTORY     - 1952     MONUMENTED       CGS
 QT0479  HISTORY     - 19990527 GOOD             NGS
 QT0479
 QT0479                          STATION DESCRIPTION
 QT0479
 QT0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0479'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF BUFFALO,
 QT0479'IN THE SOUTHWEST 1/4 OF SECTION 31, T 19 N, R 6 E, AT THE
 QT0479'SOUTHEASTERLY END OF A LOW RIDGE, 163 FEET NORTHWEST OF A FENCE
 QT0479'CORNER, 152 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 8, 74
 QT0479'FEET NORTH OF A WIRE FENCE, 50 FEET NORTH OF A TELEPHONE POLE,
 QT0479'AND 6 FEET EAST OF A 4 IN X 4 IN WITNESS POST.
 QT0479'
 QT0479'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 85
 QT0479'AND STATE HIGHWAY NO. 8 ABOUT 1-1/2 MILES SOUTH OF THE BUSINESS
 QT0479'DISTRICT OF BUFFALO, GO EAST ON NO. 8 FOR 4.9 MILES TO THE AZIMUTH
 QT0479'MARK ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO
 QT0479'A GATE ON THE LEFT.  PASS THROUGH THE GATE, THEN RIGHT FOR
 QT0479'0.1 MILE TO THE CREST OF THE RIDGE AND THE STATION.
 QT0479'
 QT0479'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BARREN
 QT0479'1952.
 QT0479'
 QT0479'REFERENCE MARK NO. 1 IS 152 FEET NORTH OF THE CENTER OF THE
 QT0479'HIGHWAY, AND 128 FEET NORTHWEST OF THE FENCE CORNER.  IT PROJECTS
 QT0479'5 INCHES, AND THE DISK IS STAMPED BARREN NO 1 1952.
 QT0479'
 QT0479'REFERENCE MARK NO. 2 IS 112 FEET NORTH OF THE CENTER OF THE
 QT0479'HIGHWAY, 37 FEET NORTH OF THE WIRE FENCE, AND 12 FEET
 QT0479'NORTH-NORTHWEST OF THE TELEPHONE POLE.  IT PROJECTS 8 INCHES, AND
 QT0479'THE DISK IS STAMPED BARREN NO 2 1952.
 QT0479'
 QT0479'THE AZIMUTH MARK IS 74 FEET SOUTH OF THE HIGHWAY, 22 FEET EAST
 QT0479'OF A POWER LINE POLE, AND 5 FEET WEST OF A 4 IN X 4 IN WITNESS
 QT0479'POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED BARREN 1952.
 QT0479
 QT0479                          STATION RECOVERY (1999)
 QT0479
 QT0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0479'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0479'STATE HIGHWAY 20 IN BUFFALO, THENCE 8.0 KM (4.95 MI) EASTERLY ALONG
 QT0479'STATE HIGHWAY 20, 427.1 M (1401.2 FT) EAST OF MILEPOST 34, 46.6 M
 QT0479'(152.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 44.7 M (146.7 FT) WEST OF
 QT0479'A FENCE, 12.6 M (41.3 FT) WEST OF REFERENCE MARK 1, 11.9 M (39.0 FT)
 QT0479'NORTH OF REFERENCE MARK 2, 7.6 M (24.9 FT) NORTH OF A WITNESS POST AND
 QT0479'FENCE, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.9 M (6.2 FT)
 QT0479'EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 QT0479'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ED
 QT0479'HUNSUCKER, P.O. BOX 187, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2542 ***********************************************************************
 AI2542  DESIGNATION -  BARREN AZ MK
 AI2542  PID         -  AI2542
 AI2542  STATE/COUNTY-  SD/HARDING
 AI2542  COUNTRY     -  US
 AI2542  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI2542
 AI2542                         *CURRENT SURVEY CONTROL
 AI2542  ______________________________________________________________________
 AI2542* NAD 83(1986) POSITION- 45 33 35.     (N) 103 27 03.     (W)   SCALED
 AI2542* NAVD 88 ORTHO HEIGHT -   884.030 (meters)     2900.36  (feet) ADJUSTED
 AI2542  ______________________________________________________________________
 AI2542  GEOID HEIGHT    -        -16.059 (meters)                     GEOID18
 AI2542  DYNAMIC HEIGHT  -        883.893 (meters)     2899.91  (feet) COMP
 AI2542  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 AI2542
 AI2542  VERT ORDER      -  FIRST     CLASS II
 AI2542
 AI2542.The horizontal coordinates were scaled from a map and have
 AI2542.an estimated accuracy of +/- 6 seconds.
 AI2542
 AI2542.The orthometric height was determined by differential leveling and
 AI2542.adjusted by the NATIONAL GEODETIC SURVEY
 AI2542.in April 2000.
 AI2542
 AI2542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2542.GEOID18 height accuracy estimate available here.
 AI2542
 AI2542.Click photographs - Photos may exist for this station.
 AI2542
 AI2542.The dynamic height is computed by dividing the NAVD 88
 AI2542.geopotential number by the normal gravity value computed on the
 AI2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2542.degrees latitude (g = 980.6199 gals.).
 AI2542
 AI2542.The modeled gravity was interpolated from observed gravity values.
 AI2542
 AI2542;                    North         East    Units  Estimated Accuracy
 AI2542;SPC SD N     -   197,590.      330,660.      MT  (+/- 180 meters Scaled)
 AI2542
 AI2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL209462(NAD 83)
 AI2542
 AI2542                          SUPERSEDED SURVEY CONTROL
 AI2542
 AI2542.No superseded survey control is available for this station.
 AI2542
 AI2542_MARKER: DZ = AZIMUTH MARK DISK
 AI2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2542_STAMPING: BARREN 1952
 AI2542_MARK LOGO: CGS
 AI2542_PROJECTION: FLUSH
 AI2542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2542+STABILITY: SURFACE MOTION
 AI2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2542+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2542
 AI2542  HISTORY     - Date     Condition        Report By
 AI2542  HISTORY     - 1952     MONUMENTED       CGS
 AI2542  HISTORY     - 19990527 GOOD             NGS
 AI2542
 AI2542                          STATION DESCRIPTION
 AI2542
 AI2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2542'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI2542'STATE HIGHWAY 20 IN BUFFALO, THENCE 7.4 KM (4.60 MI) EASTERLY ALONG
 AI2542'STATE HIGHWAY 20, 150.1 M (492.5 FT) WEST OF MILEPOST 34, 22.5 M (73.8
 AI2542'FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) EAST OF A UTILITY
 AI2542'POLE, 1.6 M (5.2 FT) WEST OF A WITNESS POST, 1.0 M (3.3 FT) BELOW THE
 AI2542'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND
 AI2542'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AI2542'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2543 ***********************************************************************
 AI2543  DESIGNATION -  BARREN RM 1
 AI2543  PID         -  AI2543
 AI2543  STATE/COUNTY-  SD/HARDING
 AI2543  COUNTRY     -  US
 AI2543  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI2543
 AI2543                         *CURRENT SURVEY CONTROL
 AI2543  ______________________________________________________________________
 AI2543* NAD 83(1986) POSITION- 45 33 36.71   (N) 103 26 35.23   (W)   HD_HELD1
 AI2543* NAVD 88 ORTHO HEIGHT -   906.382 (meters)     2973.69  (feet) ADJUSTED
 AI2543  ______________________________________________________________________
 AI2543  GEOID HEIGHT    -        -16.066 (meters)                     GEOID18
 AI2543  DYNAMIC HEIGHT  -        906.244 (meters)     2973.24  (feet) COMP
 AI2543  MODELED GRAVITY -    980,431.2   (mgal)                       NAVD 88
 AI2543
 AI2543  VERT ORDER      -  FIRST     CLASS II
 AI2543
 AI2543.The horizontal coordinates were determined by differentially corrected
 AI2543.hand held GPS observations or other comparable positioning techniques
 AI2543.and have an estimated accuracy of +/- 3 meters.
 AI2543
 AI2543.The orthometric height was determined by differential leveling and
 AI2543.adjusted by the NATIONAL GEODETIC SURVEY
 AI2543.in April 2000.
 AI2543
 AI2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2543.GEOID18 height accuracy estimate available here.
 AI2543
 AI2543.Click photographs - Photos may exist for this station.
 AI2543
 AI2543.The dynamic height is computed by dividing the NAVD 88
 AI2543.geopotential number by the normal gravity value computed on the
 AI2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2543.degrees latitude (g = 980.6199 gals.).
 AI2543
 AI2543.The modeled gravity was interpolated from observed gravity values.
 AI2543
 AI2543;                    North         East    Units  Estimated Accuracy
 AI2543;SPC SD N     -   197,614.0     331,266.2     MT  (+/- 3 meters HH1 GPS) 
 AI2543
 AI2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2150446363(NAD 83)
 AI2543
 AI2543                          SUPERSEDED SURVEY CONTROL
 AI2543
 AI2543.No superseded survey control is available for this station.
 AI2543
 AI2543_MARKER: DR = REFERENCE MARK DISK
 AI2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2543_STAMPING: BARREN NO 1 1952
 AI2543_MARK LOGO: CGS
 AI2543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2543+STABILITY: SURFACE MOTION
 AI2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2543+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2543
 AI2543  HISTORY     - Date     Condition        Report By
 AI2543  HISTORY     - 1952     MONUMENTED       CGS
 AI2543  HISTORY     - 19990527 GOOD             NGS
 AI2543
 AI2543                          STATION DESCRIPTION
 AI2543
 AI2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2543'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI2543'STATE HIGHWAY 20 IN BUFFALO, THENCE 8.0 KM (4.95 MI) EASTERLY ALONG
 AI2543'STATE HIGHWAY 20, 427.1 M (1401.2 FT) EAST OF MILEPOST 34, 46.6 M
 AI2543'(152.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 32.1 M (105.3 FT) WEST OF
 AI2543'A FENCE, 18.2 M (59.7 FT) NORTHEAST REFERENCE MARK 2, 11.9 M (39.0 FT)
 AI2543'EAST OF THE STATION MARK, 3.8 M (12.5 FT) NORTH OF A FENCE, 3.5 M
 AI2543'(11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 AI2543'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--MONUMENT IS ON
 AI2543'PROPERTY OWNED BY ED HUNSUCKER, P.O. BOX 187, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2544 ***********************************************************************
 AI2544  DESIGNATION -  BARREN RM 2
 AI2544  PID         -  AI2544
 AI2544  STATE/COUNTY-  SD/HARDING
 AI2544  COUNTRY     -  US
 AI2544  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 AI2544
 AI2544                         *CURRENT SURVEY CONTROL
 AI2544  ______________________________________________________________________
 AI2544* NAD 83(1986) POSITION- 45 33 36.33   (N) 103 26 35.87   (W)   HD_HELD1
 AI2544* NAVD 88 ORTHO HEIGHT -   905.393 (meters)     2970.44  (feet) ADJUSTED
 AI2544  ______________________________________________________________________
 AI2544  GEOID HEIGHT    -        -16.066 (meters)                     GEOID18
 AI2544  DYNAMIC HEIGHT  -        905.254 (meters)     2969.99  (feet) COMP
 AI2544  MODELED GRAVITY -    980,431.1   (mgal)                       NAVD 88
 AI2544
 AI2544  VERT ORDER      -  FIRST     CLASS II
 AI2544
 AI2544.The horizontal coordinates were determined by differentially corrected
 AI2544.hand held GPS observations or other comparable positioning techniques
 AI2544.and have an estimated accuracy of +/- 3 meters.
 AI2544
 AI2544.The orthometric height was determined by differential leveling and
 AI2544.adjusted by the NATIONAL GEODETIC SURVEY
 AI2544.in April 2000.
 AI2544
 AI2544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2544.GEOID18 height accuracy estimate available here.
 AI2544
 AI2544.Click photographs - Photos may exist for this station.
 AI2544
 AI2544.The dynamic height is computed by dividing the NAVD 88
 AI2544.geopotential number by the normal gravity value computed on the
 AI2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2544.degrees latitude (g = 980.6199 gals.).
 AI2544
 AI2544.The modeled gravity was interpolated from observed gravity values.
 AI2544
 AI2544;                    North         East    Units  Estimated Accuracy
 AI2544;SPC SD N     -   197,602.8     331,251.8     MT  (+/- 3 meters HH1 GPS) 
 AI2544
 AI2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2149046351(NAD 83)
 AI2544
 AI2544                          SUPERSEDED SURVEY CONTROL
 AI2544
 AI2544.No superseded survey control is available for this station.
 AI2544
 AI2544_MARKER: DR = REFERENCE MARK DISK
 AI2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2544_STAMPING: BARREN NO 2 1952
 AI2544_MARK LOGO: CGS
 AI2544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2544+STABILITY: SURFACE MOTION
 AI2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2544+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2544
 AI2544  HISTORY     - Date     Condition        Report By
 AI2544  HISTORY     - 1952     MONUMENTED       CGS
 AI2544  HISTORY     - 19990527 GOOD             NGS
 AI2544
 AI2544                          STATION DESCRIPTION
 AI2544
 AI2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2544'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI2544'STATE HIGHWAY 20 IN BUFFALO, THENCE 8.0 KM (4.95 MI) EASTERLY ALONG
 AI2544'STATE HIGHWAY 20, 427.1 M (1401.2 FT) EAST OF MILEPOST 34, 46.8 M
 AI2544'(153.5 FT) WEST OF A FENCE, 34.3 M (112.5 FT) NORTH OF THE HIGHWAY
 AI2544'CENTERLINE, 18.2 M (59.7 FT) SOUTHWEST OF REFERENCE MARK 1, 11.9 M
 AI2544'(39.0 FT) SOUTH OF THE STATION MARK, 5.2 M (17.1 FT) SOUTHWEST OF A
 AI2544'WITNESS POST, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, 3.4 M
 AI2544'(11.2 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AI2544'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AI2544'ED HUNSUCKER, P.O. BOX 187, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1092 ***********************************************************************
 PT1092  DESIGNATION -  BARRICK
 PT1092  PID         -  PT1092
 PT1092  STATE/COUNTY-  SD/STANLEY
 PT1092  COUNTRY     -  US
 PT1092  USGS QUAD   -  STANDING BUTTE SW (2017)
 PT1092
 PT1092                         *CURRENT SURVEY CONTROL
 PT1092  ______________________________________________________________________
 PT1092* NAD 83(1996) POSITION- 44 36 34.52202(N) 100 55 32.05547(W)   ADJUSTED
 PT1092* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 PT1092  ______________________________________________________________________
 PT1092  GEOID HEIGHT    -        -22.116 (meters)                     GEOID18
 PT1092  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 PT1092  HORZ ORDER      -  THIRD
 PT1092
 PT1092.The horizontal coordinates were established by classical geodetic methods
 PT1092.and adjusted by the National Geodetic Survey in January 1998.
 PT1092
 PT1092.The orthometric height was scaled from a topographic map.
 PT1092
 PT1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1092.GEOID18 height accuracy estimate available here.
 PT1092
 PT1092.Click photographs - Photos may exist for this station.
 PT1092
 PT1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1092
 PT1092. The following values were computed from the NAD 83(1996) position.
 PT1092
 PT1092;                    North         East     Units Scale Factor Converg.
 PT1092;SPC SD S     -   253,057.892   552,985.642   MT  1.00005683   -0 24 30.8
 PT1092;SPC SD S     -   830,240.77  1,814,253.73   sFT  1.00005683   -0 24 30.8
 PT1092;UTM  14      - 4,941,385.640   347,208.029   MT  0.99988709   -1 21 09.1
 PT1092
 PT1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1092!SPC SD S     -   0.99990541  x   1.00005683  =   0.99996224
 PT1092!UTM  14      -   0.99990541  x   0.99988709  =   0.99979251
 PT1092
 PT1092:                Primary Azimuth Mark                     Grid Az
 PT1092:SPC SD S     -  BARRICK AZ MK                            176 43 50.2
 PT1092:UTM  14      -  BARRICK AZ MK                            177 40 28.5
 PT1092
 PT1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4720841385(NAD 83)
 PT1092
 PT1092|---------------------------------------------------------------------|
 PT1092| PID    Reference Object                     Distance      Geod. Az  |
 PT1092|                                                           dddmmss.s |
 PT1092| CO4303 BARRICK RM 1                         12.217 METERS 09503     |
 PT1092| PT1090 REWLS CHIMNEY                       APPROX.12.6 KM 1581840.8 |
 PT1092| CO4302 BARRICK AZ MK                                      1761919.4 |
 PT1092| CO4304 BARRICK RM 2                         12.713 METERS 21143     |
 PT1092|---------------------------------------------------------------------|
 PT1092
 PT1092                          SUPERSEDED SURVEY CONTROL
 PT1092
 PT1092  NAD 83(1986)-  44 36 34.51599(N)    100 55 32.05770(W) AD(       ) 3
 PT1092  NAD 27      -  44 36 34.59500(N)    100 55 30.52600(W) AD(       ) 3
 PT1092
 PT1092.Superseded values are not recommended for survey control.
 PT1092
 PT1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1092.See file dsdata.pdf to determine how the superseded data were derived.
 PT1092
 PT1092_MARKER: DS = TRIANGULATION STATION DISK
 PT1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1092_STAMPING: BARRICK 1952
 PT1092_MARK LOGO: CGS
 PT1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1092+STABILITY: SURFACE MOTION
 PT1092
 PT1092  HISTORY     - Date     Condition        Report By
 PT1092  HISTORY     - 1952     MONUMENTED       CGS
 PT1092
 PT1092                          STATION DESCRIPTION
 PT1092
 PT1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1092'THE STATION IS IN SECTION 36, T 8 N, R 26 E, ABOUT 16-1/2
 PT1092'MILES NORTH AND 5 MILES EAST OF HAYES, ABOUT 7 MILES NORTH
 PT1092'AND 5-1/2 MILES EAST OF THE SANSARC POST OFFICE, 17 FEET NORTHEAST
 PT1092'OF A TRACK ROAD, AND 6 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN
 PT1092'WITNESS POST.
 PT1092'
 PT1092'TO REACH THE STATION FROM THE TEXACO SERVICE STATION IN HAYES
 PT1092'GO WEST ON U.S. HIGHWAY 14 FOR 0.6 MILE TO A GRAVEL ROAD ON
 PT1092'THE RIGHT, TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 11.2
 PT1092'MILES TO A CROSS ROAD, TURN RIGHT AND GO EAST AND SOUTHEAST
 PT1092'FOR 7.5 MILES TO A POINT WHERE THE ROAD BEARS LEFT TO GO EAST,
 PT1092'TURN LEFT AND GO EAST FOR 0.85 MILE TO A DIM TRACK ROAD ON
 PT1092'THE LEFT, TURN LEFT AND GO NORTH-NORTHWEST ON THE DIM TRACK
 PT1092'ROAD FOR 0.6 MILE TO A WIRE GATE, CONTINUE NORTH-NORTHWEST
 PT1092'ON THE DIM TRACK ROAD FOR 0.5 MILE TO A WIRE GATE IN FENCE
 PT1092'CORNER, CONTINUE ON PLAIN TRACK ROAD AND GO NORTHWEST, NORTH
 PT1092'AND NORTHEAST FOR 4.55 MILES TO A FORK, TAKE LEFT FORK ON
 PT1092'PLAIN TRACK ROAD AND GO NORTH AND NORTHWEST FOR 0.95 MILE
 PT1092'TO A WIRE GATE, CONTINUE NORTHWEST ON PLAINEST AND DEEPEST
 PT1092'TRACK ROAD FOR 1.7 MILES TO A POINT WHERE THE TRACK ROAD
 PT1092'BEARS RIGHT JUST BEFORE REACHING A FENCE LINE, BEAR RIGHT AND
 PT1092'GO NORTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 PT1092'DESCRIBED BELOW, CONTINUE NORTH FOR 0.3 MILE TO A WIRE
 PT1092'GATE, GO THROUGH GATE AND GO NORTHWEST ON A TRACK ROAD FOR
 PT1092'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED ABOVE.
 PT1092'
 PT1092'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1092'BARRICK 1952.
 PT1092'
 PT1092'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF THE ROAD.  THE MARK
 PT1092'PROJECTS 4 INCHES AND THE DISK IS STAMPED BARRICK NO 1 1952.
 PT1092'
 PT1092'REFERENCE MARK NO. 2 IS 19 FEET SOUTHWEST OF THE ROAD.  THE
 PT1092'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BARRICK NO 2
 PT1092'1952.
 PT1092'
 PT1092'THE AZIMUTH MARK IS 3 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS
 PT1092'POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 6
 PT1092'INCHES AND THE DISK IS STAMPED BARRICK 1952.
 PT1092'
 PT1092'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1008 ***********************************************************************
 PT1008  DESIGNATION -  BARTH
 PT1008  PID         -  PT1008
 PT1008  STATE/COUNTY-  SD/HUGHES
 PT1008  COUNTRY     -  US
 PT1008  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT1008
 PT1008                         *CURRENT SURVEY CONTROL
 PT1008  ______________________________________________________________________
 PT1008* NAD 83(1996) POSITION- 44 20 41.54523(N) 100 14 05.23144(W)   ADJUSTED
 PT1008* NAVD 88 ORTHO HEIGHT -   519.    (meters)     1703.    (feet) SCALED
 PT1008  ______________________________________________________________________
 PT1008  GEOID HEIGHT    -        -23.581 (meters)                     GEOID18
 PT1008  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 PT1008  HORZ ORDER      -  SECOND
 PT1008
 PT1008.The horizontal coordinates were established by classical geodetic methods
 PT1008.and adjusted by the National Geodetic Survey in January 1998.
 PT1008
 PT1008.The orthometric height was scaled from a topographic map.
 PT1008
 PT1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1008.GEOID18 height accuracy estimate available here.
 PT1008
 PT1008.Click photographs - Photos may exist for this station.
 PT1008
 PT1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1008
 PT1008. The following values were computed from the NAD 83(1996) position.
 PT1008
 PT1008;                    North         East     Units Scale Factor Converg.
 PT1008;SPC SD S     -   223,478.705   607,858.036   MT  0.99998730   +0 04 04.7
 PT1008;SPC SD S     -   733,196.38  1,994,280.91   sFT  0.99998730   +0 04 04.7
 PT1008;UTM  14      - 4,910,919.725   401,577.145   MT  0.99971913   -0 51 47.4
 PT1008
 PT1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1008!SPC SD S     -   0.99992227  x   0.99998730  =   0.99990957
 PT1008!UTM  14      -   0.99992227  x   0.99971913  =   0.99964142
 PT1008
 PT1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0157710919(NAD 83)
 PT1008
 PT1008                          SUPERSEDED SURVEY CONTROL
 PT1008
 PT1008  NAD 83(1986)-  44 20 41.54134(N)    100 14 05.23628(W) AD(       ) 2
 PT1008  NAD 27      -  44 20 41.60100(N)    100 14 03.76600(W) AD(       ) 2
 PT1008  MORC        -  44 20 38.89000(N)    100 14 03.58000(W) AD(       ) 3
 PT1008
 PT1008.Superseded values are not recommended for survey control.
 PT1008
 PT1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1008.See file dsdata.pdf to determine how the superseded data were derived.
 PT1008
 PT1008_MARKER: X = CHISELED CROSS
 PT1008_SETTING: 80 = SET IN A BOULDER
 PT1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1008+STABILITY: SURFACE MOTION
 PT1008
 PT1008  HISTORY     - Date     Condition        Report By
 PT1008  HISTORY     - 1889     MONUMENTED       MORC
 PT1008  HISTORY     - 1963     MARK NOT FOUND   USFS
 PT1008  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT1008
 PT1008                          STATION DESCRIPTION
 PT1008
 PT1008'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1008'BARTH IS ON LEFT BANK, ON A PROJECTING PROMINENT POINT OPPOSITE
 PT1008'MIDDLE OF FARM ISLAND, ONE-HALF MILE NORTHEAST FROM BARTHS HOUSE,
 PT1008'WHICH IS NEAR THE RIVER BANK.  THE STATION IS 50 FEET FROM EDGE
 PT1008'OF BLUFF, AND IS MARKED BY A CROSS CUT ON THE TOP OF A GRANITE
 PT1008'BOULDER, 1-1/2 FEET BELOW SURFACE.
 PT1008
 PT1008                          STATION RECOVERY (1963)
 PT1008
 PT1008'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1008'STATION SEARCHED FOR BUT COULD NOT BE FOUND.
 PT1008
 PT1008                          STATION RECOVERY (1973)
 PT1008
 PT1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WKM)
 PT1008'SEARCHED FOR BUT NOT FOUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0985 ***********************************************************************
 PU0985  DESIGNATION -  BASTIAN
 PU0985  PID         -  PU0985
 PU0985  STATE/COUNTY-  SD/MEADE
 PU0985  COUNTRY     -  US
 PU0985  USGS QUAD   -  OPAL WEST SE (2017)
 PU0985
 PU0985                         *CURRENT SURVEY CONTROL
 PU0985  ______________________________________________________________________
 PU0985* NAD 83(1986) POSITION- 44 46 41.     (N) 102 32 01.     (W)   SCALED
 PU0985* NAVD 88 ORTHO HEIGHT -   828.562 (meters)     2718.37  (feet) ADJUSTED
 PU0985  ______________________________________________________________________
 PU0985  GEOID HEIGHT    -        -18.366 (meters)                     GEOID18
 PU0985  DYNAMIC HEIGHT  -        828.374 (meters)     2717.76  (feet) COMP
 PU0985  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 PU0985
 PU0985  VERT ORDER      -  SECOND    CLASS 0
 PU0985
 PU0985.The horizontal coordinates were scaled from a map and have
 PU0985.an estimated accuracy of +/- 6 seconds.
 PU0985
 PU0985.The orthometric height was determined by differential leveling and
 PU0985.adjusted by the NATIONAL GEODETIC SURVEY
 PU0985.in June 1991.
 PU0985
 PU0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0985.GEOID18 height accuracy estimate available here.
 PU0985
 PU0985.Click photographs - Photos may exist for this station.
 PU0985
 PU0985.The dynamic height is computed by dividing the NAVD 88
 PU0985.geopotential number by the normal gravity value computed on the
 PU0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0985.degrees latitude (g = 980.6199 gals.).
 PU0985
 PU0985.The modeled gravity was interpolated from observed gravity values.
 PU0985
 PU0985;                    North         East    Units  Estimated Accuracy
 PU0985;SPC SD N     -   108,120.      399,510.      MT  (+/- 180 meters Scaled)
 PU0985
 PU0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK951612(NAD 83)
 PU0985
 PU0985                          SUPERSEDED SURVEY CONTROL
 PU0985
 PU0985  NGVD 29 (??/??/92)  828.102  (m)         2716.86   (f) ADJ UNCH    2 0
 PU0985
 PU0985.Superseded values are not recommended for survey control.
 PU0985
 PU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0985.See file dsdata.pdf to determine how the superseded data were derived.
 PU0985
 PU0985_MARKER: DS = TRIANGULATION STATION DISK
 PU0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0985_STAMPING: BASTIAN 1962
 PU0985_MARK LOGO: CGS
 PU0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0985+STABILITY: SURFACE MOTION
 PU0985
 PU0985  HISTORY     - Date     Condition        Report By
 PU0985  HISTORY     - 1962     MONUMENTED       CGS
 PU0985
 PU0985                          STATION DESCRIPTION
 PU0985
 PU0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0985'7 MI N FROM RED OWL.
 PU0985'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0985'1.0 MILE EAST, THENCE 4.2 MILES NORTH ALONG ROADS, ON A SMALL
 PU0985'KNOLL, 105 FEET WEST OF THE CENTER LINE OF THE ROAD, 48 FEET
 PU0985'WEST OF A FENCE, 49.6 FEET SOUTH-SOUTHWEST OF REFERENCE MARK 1,
 PU0985'38.2 FEET EAST-SOUTHEAST OF REFERENCE MARK 2, ABOUT 10 FEET
 PU0985'HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0985'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0988 ***********************************************************************
 PU0988  DESIGNATION -  BASTIAN AZ MK
 PU0988  PID         -  PU0988
 PU0988  STATE/COUNTY-  SD/MEADE
 PU0988  COUNTRY     -  US
 PU0988  USGS QUAD   -  OPAL WEST SE (2017)
 PU0988
 PU0988                         *CURRENT SURVEY CONTROL
 PU0988  ______________________________________________________________________
 PU0988* NAD 83(1986) POSITION- 44 46 21.     (N) 102 31 57.     (W)   SCALED
 PU0988* NAVD 88 ORTHO HEIGHT -   829.186 (meters)     2720.42  (feet) ADJUSTED
 PU0988  ______________________________________________________________________
 PU0988  GEOID HEIGHT    -        -18.371 (meters)                     GEOID18
 PU0988  DYNAMIC HEIGHT  -        828.997 (meters)     2719.80  (feet) COMP
 PU0988  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 PU0988
 PU0988  VERT ORDER      -  SECOND    CLASS 0
 PU0988
 PU0988.The horizontal coordinates were scaled from a map and have
 PU0988.an estimated accuracy of +/- 6 seconds.
 PU0988
 PU0988.The orthometric height was determined by differential leveling and
 PU0988.adjusted by the NATIONAL GEODETIC SURVEY
 PU0988.in June 1991.
 PU0988
 PU0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0988.GEOID18 height accuracy estimate available here.
 PU0988
 PU0988.Click photographs - Photos may exist for this station.
 PU0988
 PU0988.The dynamic height is computed by dividing the NAVD 88
 PU0988.geopotential number by the normal gravity value computed on the
 PU0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0988.degrees latitude (g = 980.6199 gals.).
 PU0988
 PU0988.The modeled gravity was interpolated from observed gravity values.
 PU0988
 PU0988;                    North         East    Units  Estimated Accuracy
 PU0988;SPC SD N     -   107,500.      399,570.      MT  (+/- 180 meters Scaled)
 PU0988
 PU0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK952606(NAD 83)
 PU0988
 PU0988                          SUPERSEDED SURVEY CONTROL
 PU0988
 PU0988  NGVD 29 (??/??/92)  828.726  (m)         2718.91   (f) ADJ UNCH    2 0
 PU0988
 PU0988.Superseded values are not recommended for survey control.
 PU0988
 PU0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0988.See file dsdata.pdf to determine how the superseded data were derived.
 PU0988
 PU0988_MARKER: DZ = AZIMUTH MARK DISK
 PU0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0988_STAMPING: BASTIAN 1962
 PU0988_MARK LOGO: CGS
 PU0988_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0988+STABILITY: SURFACE MOTION
 PU0988
 PU0988  HISTORY     - Date     Condition        Report By
 PU0988  HISTORY     - 1962     MONUMENTED       CGS
 PU0988
 PU0988                          STATION DESCRIPTION
 PU0988
 PU0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0988'6.6 MI N FROM RED OWL.
 PU0988'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0988'1.0 MILES EAST ALONG A ROAD, THENCE 3.8 MILES NORTH ALONG A
 PU0988'ROAD, AT THE SOUTHEAST CORNER OF A FENCE, 49 FEET WEST OF THE
 PU0988'CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE CORNER OF A FENCE
 PU0988'LEADING WEST, 1.2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 PU0988'FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 PU0988'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0983 ***********************************************************************
 PU0983  DESIGNATION -  BASTIAN RM 1
 PU0983  PID         -  PU0983
 PU0983  STATE/COUNTY-  SD/MEADE
 PU0983  COUNTRY     -  US
 PU0983  USGS QUAD   -  OPAL WEST SE (2017)
 PU0983
 PU0983                         *CURRENT SURVEY CONTROL
 PU0983  ______________________________________________________________________
 PU0983* NAD 83(1986) POSITION- 44 46 42.     (N) 102 32 00.     (W)   SCALED
 PU0983* NAVD 88 ORTHO HEIGHT -   828.103 (meters)     2716.87  (feet) ADJUSTED
 PU0983  ______________________________________________________________________
 PU0983  GEOID HEIGHT    -        -18.366 (meters)                     GEOID18
 PU0983  DYNAMIC HEIGHT  -        827.915 (meters)     2716.25  (feet) COMP
 PU0983  MODELED GRAVITY -    980,362.2   (mgal)                       NAVD 88
 PU0983
 PU0983  VERT ORDER      -  SECOND    CLASS 0
 PU0983
 PU0983.The horizontal coordinates were scaled from a map and have
 PU0983.an estimated accuracy of +/- 6 seconds.
 PU0983
 PU0983.The orthometric height was determined by differential leveling and
 PU0983.adjusted by the NATIONAL GEODETIC SURVEY
 PU0983.in June 1991.
 PU0983
 PU0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0983.GEOID18 height accuracy estimate available here.
 PU0983
 PU0983.Click photographs - Photos may exist for this station.
 PU0983
 PU0983.The dynamic height is computed by dividing the NAVD 88
 PU0983.geopotential number by the normal gravity value computed on the
 PU0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0983.degrees latitude (g = 980.6199 gals.).
 PU0983
 PU0983.The modeled gravity was interpolated from observed gravity values.
 PU0983
 PU0983;                    North         East    Units  Estimated Accuracy
 PU0983;SPC SD N     -   108,150.      399,530.      MT  (+/- 180 meters Scaled)
 PU0983
 PU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK951612(NAD 83)
 PU0983
 PU0983                          SUPERSEDED SURVEY CONTROL
 PU0983
 PU0983  NGVD 29 (??/??/92)  827.643  (m)         2715.36   (f) ADJ UNCH    2 0
 PU0983
 PU0983.Superseded values are not recommended for survey control.
 PU0983
 PU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0983.See file dsdata.pdf to determine how the superseded data were derived.
 PU0983
 PU0983_MARKER: DR = REFERENCE MARK DISK
 PU0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0983_STAMPING: BASTIAN NO 1 1962
 PU0983_MARK LOGO: CGS
 PU0983_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0983+STABILITY: SURFACE MOTION
 PU0983
 PU0983  HISTORY     - Date     Condition        Report By
 PU0983  HISTORY     - 1962     MONUMENTED       CGS
 PU0983
 PU0983                          STATION DESCRIPTION
 PU0983
 PU0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0983'7 MI N FROM RED OWL.
 PU0983'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0983'1.0 MILE EAST AND 4.2 MILES NORTH ALONG ROADS, ON A SMALL KNOLL,
 PU0983'91 FEET WEST OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF A
 PU0983'FENCE, 68.6 FEET NORTHEAST OF REFERENCE MARK 2, 49.6 FEET
 PU0983'NORTH-NORTHEAST OF THE STATION, AND IN THE TOP OF A CONCRETE
 PU0983'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0984 ***********************************************************************
 PU0984  DESIGNATION -  BASTIAN RM 2
 PU0984  PID         -  PU0984
 PU0984  STATE/COUNTY-  SD/MEADE
 PU0984  COUNTRY     -  US
 PU0984  USGS QUAD   -  OPAL WEST SE (2017)
 PU0984
 PU0984                         *CURRENT SURVEY CONTROL
 PU0984  ______________________________________________________________________
 PU0984* NAD 83(1986) POSITION- 44 46 41.     (N) 102 32 02.     (W)   SCALED
 PU0984* NAVD 88 ORTHO HEIGHT -   828.527 (meters)     2718.26  (feet) ADJUSTED
 PU0984  ______________________________________________________________________
 PU0984  GEOID HEIGHT    -        -18.365 (meters)                     GEOID18
 PU0984  DYNAMIC HEIGHT  -        828.339 (meters)     2717.64  (feet) COMP
 PU0984  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 PU0984
 PU0984  VERT ORDER      -  SECOND    CLASS 0
 PU0984
 PU0984.The horizontal coordinates were scaled from a map and have
 PU0984.an estimated accuracy of +/- 6 seconds.
 PU0984
 PU0984.The orthometric height was determined by differential leveling and
 PU0984.adjusted by the NATIONAL GEODETIC SURVEY
 PU0984.in June 1991.
 PU0984
 PU0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0984.GEOID18 height accuracy estimate available here.
 PU0984
 PU0984.Click photographs - Photos may exist for this station.
 PU0984
 PU0984.The dynamic height is computed by dividing the NAVD 88
 PU0984.geopotential number by the normal gravity value computed on the
 PU0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0984.degrees latitude (g = 980.6199 gals.).
 PU0984
 PU0984.The modeled gravity was interpolated from observed gravity values.
 PU0984
 PU0984;                    North         East    Units  Estimated Accuracy
 PU0984;SPC SD N     -   108,120.      399,480.      MT  (+/- 180 meters Scaled)
 PU0984
 PU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK951612(NAD 83)
 PU0984
 PU0984                          SUPERSEDED SURVEY CONTROL
 PU0984
 PU0984  NGVD 29 (??/??/92)  828.067  (m)         2716.75   (f) ADJ UNCH    2 0
 PU0984
 PU0984.Superseded values are not recommended for survey control.
 PU0984
 PU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0984.See file dsdata.pdf to determine how the superseded data were derived.
 PU0984
 PU0984_MARKER: DR = REFERENCE MARK DISK
 PU0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0984_STAMPING: BASTIAN NO 2 1962
 PU0984_MARK LOGO: CGS
 PU0984_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0984+STABILITY: SURFACE MOTION
 PU0984
 PU0984  HISTORY     - Date     Condition        Report By
 PU0984  HISTORY     - 1962     MONUMENTED       CGS
 PU0984
 PU0984                          STATION DESCRIPTION
 PU0984
 PU0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0984'7 MI N FROM RED OWL.
 PU0984'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0984'1.0 MILE EAST AND 4.2 MILES NORTH ALONG ROADS, ON A SMALL KNOLL,
 PU0984'142 FEET WEST OF THE CENTER LINE OF THE ROAD, 68.6 FEET SOUTHWEST
 PU0984'OF REFERENCE MARK 1, 88 FEET WEST OF A FENCE, 38.2 FEET
 PU0984'WEST-NORTHWEST OF THE STATION AND IN THE TOP OF A CONCRETE
 PU0984'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0616 ***********************************************************************
 PS0616  DESIGNATION -  BATES
 PS0616  PID         -  PS0616
 PS0616  STATE/COUNTY-  SD/HAND
 PS0616  COUNTRY     -  US
 PS0616  USGS QUAD   -  WESSINGTON SPRINGS NW (2017)
 PS0616
 PS0616                         *CURRENT SURVEY CONTROL
 PS0616  ______________________________________________________________________
 PS0616* NAD 83(1996) POSITION- 44 12 39.16950(N) 098 44 37.74044(W)   ADJUSTED
 PS0616* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 PS0616  ______________________________________________________________________
 PS0616  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 PS0616  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 PS0616  HORZ ORDER      -  FIRST
 PS0616
 PS0616.The horizontal coordinates were established by classical geodetic methods
 PS0616.and adjusted by the National Geodetic Survey in January 1998.
 PS0616
 PS0616.The orthometric height was scaled from a topographic map.
 PS0616
 PS0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0616.GEOID18 height accuracy estimate available here.
 PS0616
 PS0616.Click photographs - Photos may exist for this station.
 PS0616
 PS0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0616
 PS0616. The following values were computed from the NAD 83(1996) position.
 PS0616
 PS0616;                    North         East     Units Scale Factor Converg.
 PS0616;SPC SD N     -    42,733.425   700,396.692   MT  1.00004577   +0 53 20.6
 PS0616;SPC SD N     -   140,201.25  2,297,884.81   sFT  1.00004577   +0 53 20.6
 PS0616;SPC SD S     -   209,800.955   727,023.852   MT  0.99996033   +1 05 47.5
 PS0616;SPC SD S     -   688,321.97  2,385,244.09   sFT  0.99996033   +1 05 47.5
 PS0616;UTM  14      - 4,895,327.203   520,466.375   MT  0.99960515   +0 10 43.1
 PS0616
 PS0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0616!SPC SD N     -   0.99991073  x   1.00004577  =   0.99995650
 PS0616!SPC SD S     -   0.99991073  x   0.99996033  =   0.99987107
 PS0616!UTM  14      -   0.99991073  x   0.99960515  =   0.99951592
 PS0616
 PS0616:                Primary Azimuth Mark                     Grid Az
 PS0616:SPC SD N     -  HARMONY                                  190 45 43.5
 PS0616:SPC SD S     -  HARMONY                                  190 33 16.6
 PS0616:UTM  14      -  HARMONY                                  191 28 21.0
 PS0616
 PS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2046695327(NAD 83)
 PS0616
 PS0616|---------------------------------------------------------------------|
 PS0616| PID    Reference Object                     Distance      Geod. Az  |
 PS0616|                                                           dddmmss.s |
 PS0616| CO4306 BATES RM 1                           30.025 METERS 06511     |
 PS0616| CO4305 BATES AZ MK                                        1613721.7 |
 PS0616| PS0618 HARMONY                             APPROX. 9.8 KM 1913904.1 |
 PS0616| PS0617 SPIRE A                             APPROX. 6.3 KM 2632526.4 |
 PS0616| CO4307 BATES RM 2                           28.140 METERS 29642     |
 PS0616|---------------------------------------------------------------------|
 PS0616
 PS0616                          SUPERSEDED SURVEY CONTROL
 PS0616
 PS0616  NAD 83(1986)-  44 12 39.16721(N)    098 44 37.74949(W) AD(       ) 1
 PS0616  NAD 27      -  44 12 39.20600(N)    098 44 36.41000(W) AD(       ) 1
 PS0616
 PS0616.Superseded values are not recommended for survey control.
 PS0616
 PS0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0616.See file dsdata.pdf to determine how the superseded data were derived.
 PS0616
 PS0616_MARKER: DS = TRIANGULATION STATION DISK
 PS0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0616_STAMPING: BATES 1934
 PS0616_MARK LOGO: CGS
 PS0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0616+STABILITY: SURFACE MOTION
 PS0616
 PS0616  HISTORY     - Date     Condition        Report By
 PS0616  HISTORY     - 1934     MONUMENTED       CGS
 PS0616  HISTORY     - 1951     GOOD             CGS
 PS0616  HISTORY     - 1971     GOOD             USGS
 PS0616
 PS0616                          STATION DESCRIPTION
 PS0616
 PS0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0616'STATION IS LOCATED ON PROPERTY OF DALTON TESTERMAN, 1/4 MILE
 PS0616'W OF NE CORNER OF SEC. 34, T 109 N, R 66 W, IN BATES TOWNSHIP.
 PS0616'MARK IS 42 FEET S OF FENCE (TAKE-DOWN) ON MOST PROMINENT KNOB
 PS0616'OF GROUP OF TWO OR THREE.  APPROXIMATELY 0.1 MILE S OF ABANDONED
 PS0616'FARMHOUSE ON N EDGE OF SLOPE.
 PS0616'
 PS0616'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0616'BRONZE DISKS SET IN CONCRETE.
 PS0616'
 PS0616'REFERENCE MARK NO. 1 IS 7 FEET N OF E-W FENCE LINE, 1/4 MILE W
 PS0616'OF NE CORNER OF SEC. 34, T 109 N, R 66 W.  MARK IS ON EASTERN
 PS0616'SLOPE OF HIGHEST KNOB OF GROUP, AND PROJECTS 6 INCHES ABOVE
 PS0616'THE GROUND.
 PS0616'
 PS0616'REFERENCE MARK NO. 2 IS ON W SLOPE OF HIGHEST AND MOST SOUTHERLY
 PS0616'KNOB OF GROUP OF TWO OR THREE, 8 INCHES N OF FENCE LINE, AND
 PS0616'PROJECTS 6 INCHES ABOVE THE GROUND.
 PS0616'
 PS0616'AZIMUTH MARK IS S OF THE STATION, 34 FEET N OF CENTER LINE OF
 PS0616'GRAVEL ROAD LEADING TO STATION, 3 FEET N OF FENCE AND ROCK
 PS0616'PROPERTY LINE, 0.15 MILE E OF ROAD CORNER AND PROJECTS 4 INCHES
 PS0616'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO E 0.2 MILE
 PS0616'THROUGH PASTURE TO ROAD.  TURN RIGHT (S) TO CORNER 1.1 MILES,
 PS0616'TURN LEFT (E), GO 0.15 MILE TO MARK ON N SIDE OF ROAD.
 PS0616'
 PS0616'TO REACH THE STATION FROM WESSINGTON POST OFFICE, GO S ON GRAVEL
 PS0616'HIGHWAY FOR 18.2 MILES, TURN RIGHT (W) AND GO 1.5 MILES TO END OF
 PS0616'ROAD.  TURN RIGHT (N) AND GO 1.25 MILES.  TURN LEFT (W) THROUGH
 PS0616'FENCE AND GO 0.2 MILE AND TURN LEFT (S) PAST HOUSE AND GO TO
 PS0616'TOP OF HILL AND STATION.
 PS0616'
 PS0616'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 PS0616
 PS0616                          STATION RECOVERY (1951)
 PS0616
 PS0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 PS0616'STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE
 PS0616'RECOVERED AS PREVIOUSLY DESCRIBED AND WERE IN GOOD CONDITION.
 PS0616'THE AZIMUTH MARK IS NOW 6 FEET S OF THE RIGHT-OF-WAY FENCE LINE.
 PS0616'
 PS0616'THE ORIGINAL DESCRIPTION TO REACH THE STATION WAS NOT CHECKED.
 PS0616
 PS0616                          STATION RECOVERY (1971)
 PS0616
 PS0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLW)
 PS0616'STA. AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 PS0616'DESCRIBED.  AZ. MK. WAS NOT FOUND, PROBABLY DESTROYED, NEW
 PS0616'ROAD CONSTRUCTION.
 PS0616'
 PS0616'DISTANCES TO REF. MK. NO. 1 MISSED-0.01 FT. DISTANCE TO REF. MK.
 PS0616'NO. 2 MISSED + 0.03 FT.
 PS0616'
 PS0616'ALL DISTANCES ARE SLOPE DISTANCES.  THE OLD DESCRIPTION IS
 PS0616'ADEQUATE.
 PS0616'
 PS0616'DIRECTIONS TO R.M. 1 MISSED + 09.05 IN DIRECTION TO CARLYLE 1934
 PS0616'MISSED -02.10 IN
 PS0616'
 PS0616'DIRECTIONS TO R.M. 2 MISSED -19.87 IN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0748 ***********************************************************************
 OT0748  DESIGNATION -  BATESLAND
 OT0748  PID         -  OT0748
 OT0748  STATE/COUNTY-  SD/SHANNON
 OT0748  COUNTRY     -  US
 OT0748  USGS QUAD   -  BATESLAND NW (2017)
 OT0748
 OT0748                         *CURRENT SURVEY CONTROL
 OT0748  ______________________________________________________________________
 OT0748* NAD 83(1996) POSITION- 43 07 43.82453(N) 102 12 49.43814(W)   ADJUSTED
 OT0748  ______________________________________________________________________
 OT0748  GEOID HEIGHT    -        -18.706 (meters)                     GEOID18
 OT0748  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 OT0748  HORZ ORDER      -  THIRD
 OT0748
 OT0748.The horizontal coordinates were established by classical geodetic methods
 OT0748.and adjusted by the National Geodetic Survey in January 1998.
 OT0748
 OT0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0748.GEOID18 height accuracy estimate available here.
 OT0748
 OT0748.Click photographs - Photos may exist for this station.
 OT0748
 OT0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0748
 OT0748. The following values were computed from the NAD 83(1996) position.
 OT0748
 OT0748;                    North         East     Units Scale Factor Converg.
 OT0748;SPC SD S     -    90,105.754   447,012.933   MT  0.99994314   -1 17 49.9
 OT0748;SPC SD S     -   295,621.96  1,466,574.93   sFT  0.99994314   -1 17 49.9
 OT0748;UTM  13      - 4,778,891.237   726,634.927   MT  1.00023190   +1 54 20.2
 OT0748
 OT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2663478891(NAD 83)
 OT0748
 OT0748                          SUPERSEDED SURVEY CONTROL
 OT0748
 OT0748  NAD 83(1995)-  43 07 43.82423(N)    102 12 49.43855(W) AD(       ) 3
 OT0748  NAD 83(1986)-  43 07 43.81530(N)    102 12 49.44056(W) AD(       ) 3
 OT0748  NAD 27      -  43 07 43.85000(N)    102 12 47.88000(W) AD(       ) 3
 OT0748
 OT0748.Superseded values are not recommended for survey control.
 OT0748
 OT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0748.See file dsdata.pdf to determine how the superseded data were derived.
 OT0748
 OT0748_MARKER: DS = TRIANGULATION STATION DISK
 OT0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0748_STAMPING: BATESLAND 1936
 OT0748_MARK LOGO: CGS
 OT0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0748+STABILITY: SURFACE MOTION
 OT0748
 OT0748  HISTORY     - Date     Condition        Report By
 OT0748  HISTORY     - 1936     MONUMENTED       CGS
 OT0748
 OT0748                          STATION DESCRIPTION
 OT0748
 OT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0748'THIS STATION WAS NOT OCCUPIED BUT WAS CUT IN FROM OTHER STATIONS.
 OT0748'
 OT0748'STATION IS LOCATED ABOUT 5.0 MILES WEST OF THE VILLAGE OF
 OT0748'BATESLAND AT THE JUNCTION OF STATE HIGHWAY 75 AND U.S. HIGHWAY
 OT0748'18, ON THE EAST SIDE OF Y-ROAD, 2 FEET EAST OF A NORTH-SOUTH
 OT0748'FENCE ON THE EAST SIDE OF ROAD, ABOUT 175 YARDS SOUTHWEST OF
 OT0748'THE JUNCTION OF THE HIGHWAYS.
 OT0748'
 OT0748'TO REACH THE STATION FROM BATESLAND--GO WEST ON U.S. HIGHWAY
 OT0748'18 ABOUT 5.0 MILES TO THE JUNCTION OF HIGHWAYS AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0875 ***********************************************************************
 PR0875  DESIGNATION -  BATTLE
 PR0875  PID         -  PR0875
 PR0875  STATE/COUNTY-  SD/LAKE
 PR0875  COUNTRY     -  US
 PR0875  USGS QUAD   -  RAMONA (2017)
 PR0875
 PR0875                         *CURRENT SURVEY CONTROL
 PR0875  ______________________________________________________________________
 PR0875* NAD 83(1996) POSITION- 44 06 28.32445(N) 097 07 46.85802(W)   ADJUSTED
 PR0875* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 PR0875  ______________________________________________________________________
 PR0875  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 PR0875  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 PR0875  HORZ ORDER      -  THIRD
 PR0875
 PR0875.The horizontal coordinates were established by classical geodetic methods
 PR0875.and adjusted by the National Geodetic Survey in January 1998.
 PR0875
 PR0875.The orthometric height was scaled from a topographic map.
 PR0875
 PR0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0875.GEOID18 height accuracy estimate available here.
 PR0875
 PR0875.Click photographs - Photos may exist for this station.
 PR0875
 PR0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0875
 PR0875. The following values were computed from the NAD 83(1996) position.
 PR0875
 PR0875;                    North         East     Units Scale Factor Converg.
 PR0875;SPC SD S     -   202,085.483   856,408.498   MT  0.99994333   +2 12 36.2
 PR0875;SPC SD S     -   663,008.79  2,809,733.55   sFT  0.99994333   +2 12 36.2
 PR0875;UTM  14      - 4,885,554.280   649,679.952   MT  0.99987555   +1 18 07.2
 PR0875
 PR0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0875!SPC SD S     -   0.99991884  x   0.99994333  =   0.99986218
 PR0875!UTM  14      -   0.99991884  x   0.99987555  =   0.99979440
 PR0875
 PR0875:                Primary Azimuth Mark                     Grid Az
 PR0875:SPC SD S     -  BATTLE AZ MK                             176 07 45.2
 PR0875:UTM  14      -  BATTLE AZ MK                             177 02 14.2
 PR0875
 PR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4967985554(NAD 83)
 PR0875
 PR0875|---------------------------------------------------------------------|
 PR0875| PID    Reference Object                     Distance      Geod. Az  |
 PR0875|                                                           dddmmss.s |
 PR0875| CO4311 BATTLE RM 1                          22.043 METERS 05805     |
 PR0875| CO4310 BATTLE AZ MK                                       1782021.4 |
 PR0875| CO4312 BATTLE RM 2                          25.372 METERS 18001     |
 PR0875|---------------------------------------------------------------------|
 PR0875
 PR0875                          SUPERSEDED SURVEY CONTROL
 PR0875
 PR0875  NAD 83(1986)-  44 06 28.32557(N)    097 07 46.83249(W) AD(       ) 3
 PR0875  NAD 27      -  44 06 28.42500(N)    097 07 45.60900(W) AD(       ) 3
 PR0875
 PR0875.Superseded values are not recommended for survey control.
 PR0875
 PR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0875.See file dsdata.pdf to determine how the superseded data were derived.
 PR0875
 PR0875_MARKER: DS = TRIANGULATION STATION DISK
 PR0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0875_STAMPING: BATTLE 1949
 PR0875_MARK LOGO: CGS
 PR0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0875+STABILITY: SURFACE MOTION
 PR0875
 PR0875  HISTORY     - Date     Condition        Report By
 PR0875  HISTORY     - 1949     MONUMENTED       CGS
 PR0875  HISTORY     - 1965     SEE DESCRIPTION  USGS
 PR0875  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PR0875  HISTORY     - 1970     MARK NOT FOUND   NGS
 PR0875
 PR0875                          STATION DESCRIPTION
 PR0875
 PR0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0875'THE STATION IS LOCATED ABOUT 7 MILES NORTH AND 3/4 MILE WEST
 PR0875'OF MADISON, ON WEST RIGHT-OF-WAY OF U.S. HIGHWAY 81.  IT
 PR0875'IS 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET
 PR0875'EAST OF A CORNER POST WITH A TRIANGLE BLAZE.  THE MARK IS
 PR0875'STAMPED BATTLE 1949 AND IS SET FLUSH WITH THE GROUND.
 PR0875'
 PR0875'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTERLINE OF
 PR0875'THE HIGHWAY, 13 FEET SOUTH OF THE CENTERLINE OF A FARM DRIVE
 PR0875'AND 1 FOOT WEST OF THE SOUTH GATE POST.  THE MARK IS STAMPED
 PR0875'BATTLE NO 1 1949 AND IS SET FLUSH WITH THE GROUND.
 PR0875'
 PR0875'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE CENTERLINE OF
 PR0875'THE HIGHWAY, 9 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY POST
 PR0875'AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS STAMPED BATTLE
 PR0875'NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 PR0875'
 PR0875'AZIMUTH MARK IS 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PR0875'12 FEET NORTH OF THE CENTERLINE OF A FARM DRIVE AND 1 FOOT
 PR0875'WEST OF A SOUTH GATE POST.  THE MARK IS STAMPED BATTLE 1949
 PR0875'AND PROJECTS ABOUT 2 INCHES.
 PR0875'
 PR0875'TO REACH FROM JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 PR0875'34 AT THE WEST EDGE OF MADISON, GO NORTH ON U.S. HIGHWAY
 PR0875'81 FOR 6.45 MILES TO AZIMUTH MARK ON RIGHT SIDE OF HIGHWAY
 PR0875'AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.5 MILE TO
 PR0875'STATION ON LEFT AS DESCRIBED.
 PR0875'
 PR0875'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PR0875
 PR0875                          STATION RECOVERY (1965)
 PR0875
 PR0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PR0875'STATION SEARCHED FOR BUT NOT RECOVERED.
 PR0875'
 PR0875'PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 PR0875'
 PR0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED ABOUT
 PR0875'7.0 MI. N AND .75 MI. W OF MADISION.
 PR0875
 PR0875                          STATION RECOVERY (1966)
 PR0875
 PR0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0875'THIS STATION WAS NOT RECOVERED.  ALL INDICATIONS ARE THAT
 PR0875'IT WAS DESTROYED BY HIGHWAY CONSTRUCTION.  THE DESCRIBED
 PR0875'LOCATION IS IN A DEEP GRADER DITCH.
 PR0875
 PR0875                          STATION RECOVERY (1970)
 PR0875
 PR0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PR0875'THE STATION WAS SEARCHED FOR, BUT NOT RECOVERED.  IT WAS
 PR0875'REPORTED NOT RECOVERED IN 1966.  THE LOCATIONS OF THE MARKS
 PR0875'WOULD BE IN THE DITCHES OR SHOULDERS OF THE ROAD.  THE GRADING
 PR0875'AND RIGHT-OF-WAY EXTEND OUT TO 75 FEET AND THERE WAS ADDITIONAL
 PR0875'GRADING FOR FILL PURPOSES AT THE STATION SITE.
 PR0875'
 PR0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 PR0875'MILES NORTH OF MADISON
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0776 ***********************************************************************
 OT0776  DESIGNATION -  BATTLE
 OT0776  PID         -  OT0776
 OT0776  STATE/COUNTY-  SD/CUSTER
 OT0776  COUNTRY     -  US
 OT0776  USGS QUAD   -  RED SHIRT NE (2017)
 OT0776
 OT0776                         *CURRENT SURVEY CONTROL
 OT0776  ______________________________________________________________________
 OT0776* NAD 83(1996) POSITION- 43 43 37.03069(N) 102 50 33.23510(W)   ADJUSTED
 OT0776* NAVD 88 ORTHO HEIGHT -   286.98  (+/-2cm)      941.5   (feet) VERTCON3
 OT0776  ______________________________________________________________________
 OT0776  GEOID HEIGHT    -        -17.358 (meters)                     GEOID18
 OT0776  LAPLACE CORR    -         -7.82  (seconds)                    DEFLEC18
 OT0776  HORZ ORDER      -  SECOND
 OT0776  VERT ORDER      -  THIRD ? (See Below)
 OT0776
 OT0776.The horizontal coordinates were established by classical geodetic methods
 OT0776.and adjusted by the National Geodetic Survey in January 1998.
 OT0776
 OT0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0776
 OT0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0776.GEOID18 height accuracy estimate available here.
 OT0776
 OT0776.The vertical order pertains to the NGVD 29 superseded value.
 OT0776
 OT0776.Click photographs - Photos may exist for this station.
 OT0776
 OT0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0776
 OT0776. The following values were computed from the NAD 83(1996) position.
 OT0776
 OT0776;                    North         East     Units Scale Factor Converg.
 OT0776;SPC SD S     -   157,872.825   397,872.605   MT  0.99990866   -1 43 51.6
 OT0776;SPC SD S     -   517,954.43  1,305,353.70   sFT  0.99990866   -1 43 51.6
 OT0776;UTM  13      - 4,843,808.703   673,763.573   MT  0.99997139   +1 29 29.9
 OT0776
 OT0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0776!SPC SD S     -   0.99995772  x   0.99990866  =   0.99986639
 OT0776!UTM  13      -   0.99995772  x   0.99997139  =   0.99992911
 OT0776
 OT0776:                Primary Azimuth Mark                     Grid Az
 OT0776:SPC SD S     -  BATTLE AZ MK                             340 33 13.9
 OT0776:UTM  13      -  BATTLE AZ MK                             337 19 52.4
 OT0776
 OT0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7376343808(NAD 83)
 OT0776
 OT0776|---------------------------------------------------------------------|
 OT0776| PID    Reference Object                     Distance      Geod. Az  |
 OT0776|                                                           dddmmss.s |
 OT0776| CP9578 BATTLE RM 1                          11.135 METERS 06721     |
 OT0776| CP9579 BATTLE RM 2                          11.244 METERS 29307     |
 OT0776| CP9577 BATTLE AZ MK                                       3384922.3 |
 OT0776|---------------------------------------------------------------------|
 OT0776
 OT0776                          SUPERSEDED SURVEY CONTROL
 OT0776
 OT0776  NAD 83(1995)-  43 43 37.02903(N)    102 50 33.23763(W) AD(       ) 2
 OT0776  NAD 83(1993)-  43 43 37.02138(N)    102 50 33.23653(W) AD(       ) 2
 OT0776  NAD 83(1986)-  43 43 37.01563(N)    102 50 33.23794(W) AD(       ) 2
 OT0776  NAD 27      -  43 43 37.05410(N)    102 50 31.57490(W) AD(       ) 2
 OT0776  NGVD 29             286.53   (m)          940.1    (f) LEVELING    3  
 OT0776
 OT0776.Superseded values are not recommended for survey control.
 OT0776
 OT0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0776.See file dsdata.pdf to determine how the superseded data were derived.
 OT0776
 OT0776_MARKER: DS = TRIANGULATION STATION DISK
 OT0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0776_STAMPING: BATTLE 1936
 OT0776_MARK LOGO: CGS
 OT0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0776+STABILITY: SURFACE MOTION
 OT0776
 OT0776  HISTORY     - Date     Condition        Report By
 OT0776  HISTORY     - 1936     MONUMENTED       CGS
 OT0776  HISTORY     - 1961     GOOD             CGS
 OT0776
 OT0776                          STATION DESCRIPTION
 OT0776
 OT0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0776'THIS STATION IS FOR THE NORTH BORDER ON THE HIGHLANDS BETWEEN
 OT0776'SPRING CREEK AND BATTLE CREEK, ABOUT 6.0 MILES SOUTH BY EAST OF
 OT0776'FOLSOM, AND ABOUT 14 MILES WEST AND SOUTH OF SCENIC, ON A
 OT0776'GRASSY-TOPPED PLATEAU WHICH IS CONSIDERABLY HIGHER ON THE NORTH
 OT0776'AND SLOPES GENTLY TO BATTLE CREEK.
 OT0776'
 OT0776'TO REACH FROM SCENIC, FOLLOW STATE HIGHWAY 40 NORTH AND WEST
 OT0776'FOR 12.5 MILES TO BRIDGE OVER CHEYENNE RIVER, CONTINUE 1.8 MILES
 OT0776'TO WHERE TRAIL TAKES OFF ON LEFT (ROAD RUNS PARALLEL TO STATE
 OT0776'HIGHWAY 40 FOR ABOUT 0.2 MILE), BEAR LEFT AND GO 0.9 MILE TO Y,
 OT0776'BEAR RIGHT ACROSS RAILROAD TRACKS AND FOLLOW MAIN ROAD SOUTH AND
 OT0776'WEST FOR 11.3 MILES TO A T-ROAD SOUTH, JUST WEST OF A GROUP OF
 OT0776'RANCH BUILDINGS, TURN LEFT (SOUTH) AND GO 1.8 MILES TO A WIRE
 OT0776'GATE ON THE RIGHT (END OF MAIN ROAD).  PASS THROUGH GATE AND
 OT0776'GO 0.35 MILE TO GATE IN EAST-WEST FENCE, TURN RIGHT AND
 OT0776'FOLLOW ROAD ON NORTH SIDE OF FENCE (PASS GRANARY) FOR 3.25
 OT0776'MILES UP MESA TO CARL ANDERSONS HOUSE.  JUST BEFORE
 OT0776'DROPPING INTO HOLLOW AT THE HOUSE, GO LEFT (SOUTH) ACROSS
 OT0776'FIELD 0.6 MILE TO GATE IN EAST-WEST FENCE, GO THROUGH GATE
 OT0776'AND TURN SOUTHWEST AND GO 0.1 MILE TO NORTH-SOUTH FENCE.
 OT0776'FOLLOW THIS FENCE 0.7 MILE, JOGGING EAST AND SOUTH TO AN
 OT0776'EAST-WEST FENCE AND NORTH-SOUTH FENCE CORNER AND GATE.  TURN
 OT0776'RIGHT THROUGH GATE IN NORTH-SOUTH FENCE AND GO ABOUT 0.03
 OT0776'MILE TO GATE IN EAST-WEST FENCE, PASS THROUGH THIS GATE AND
 OT0776'FOLLOW SOUTH SIDE OF FENCE BACK TO STATION AT THE FENCE CORNER
 OT0776'(16 FEET DUE SOUTH).  THE STATION MARK PROJECTS 6 INCHES.
 OT0776'
 OT0776'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF STATION IN NORTH-SOUTH
 OT0776'FENCE LINE.  IT PROJECTS 5 INCHES.
 OT0776'
 OT0776'REFERENCE MARK NO. 1 IS EAST OF STATION IN EAST-WEST FENCE LINE.
 OT0776'IT PROJECTS 6 INCHES.
 OT0776'
 OT0776'REFERENCE MARK NO. 2 IS WEST OF STATION IN EAST-WEST FENCE LINE.
 OT0776'IT PROJECTS 4 INCHES.
 OT0776'
 OT0776'LIGHTS 90 FEET ABOVE SHEEP AND CUNY AND 5 FEET ABOVE BOWER,
 OT0776'WERE VISIBLE FROM THE GROUND AT THIS STATION.
 OT0776'
 OT0776'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0776'BRONZE DISKS SET IN CONCRETE.
 OT0776'
 OT0776'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 OT0776
 OT0776                          STATION RECOVERY (1961)
 OT0776
 OT0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0776'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 OT0776'THE STATION WAS REACHED FROM HERMOSA RATHER THAN FROM SCENIC,
 OT0776'AS SHOWN IN THE ORIGINAL DESCRIPTION, AND THE ROUTE FROM SCENIC
 OT0776'WAS NOT CHECKED AT THIS TIME.
 OT0776'
 OT0776'THE STATION IS LOCATED ON THE NORTH BORDER OF THE HIGHLANDS
 OT0776'BETWEEN SPRING CREEK AND BATTLE CREEK, ABOUT 6 MILES SOUTH OF
 OT0776'FOLSOM AND ABOUT 14 MILES SOUTHWEST OF SCENIC, ON GRAZING LAND.
 OT0776'
 OT0776'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST NORTH OF THE
 OT0776'DEPOT IN HERMOSA, GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE
 OT0776'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH AND EAST
 OT0776'ON THE GRAVELED ROAD FOR 5.2 MILES TO A SIDE ROAD ON THE
 OT0776'RIGHT, KEEP STRAIGHT AHEAD IN AN EASTERLY DIRECTION FOR 11.4
 OT0776'MILES TO A FORK AND SIGNS RED SHIRT AND BATTLE CREEK RANCH.
 OT0776'TAKE THE LEFT FORK TOWARD BATTLE CREEK RANCH AND GO FOR 2.3
 OT0776'MILES TO A FLAT AREA JUST BEFORE REACHING A WOODEN BRIDGE OVER
 OT0776'BATTLE CREEK.  TURN LEFT OFF THE ROAD AND FOLLOW A TRACK
 OT0776'ROAD NORTHERLY ACROSS THE FLAT AND UP A DRAW, FOR 2.2 MILES TO
 OT0776'A WIRE GATE, GO THROUGH THE GATE AND CONTINUE NORTHERLY FOR
 OT0776'0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY
 OT0776'FOR 0.45 TO A WIRE GATE, GO THROUGH THE GATE AND CONTINUE
 OT0776'EASTERLY FOR 0.1 MILE TO A DIAGONAL CROSSROAD IN A DRAW, GO
 OT0776'STRAIGHT AHEAD FOR 0.2 MILE TO A FORK, TAKE THE RIGHT
 OT0776'FORK AND GO SOUTHERLY FOR 0.25 MILE TO A WIRE GATE.  GO
 OT0776'THROUGH THE GATE AND FOLLOW THE TRACK ROAD FOR 0.4 MILE TO A
 OT0776'WIRE GATE, GO THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.4
 OT0776'MILE, TURNING RIGHT OFF THE TRACK ROAD TOWARD A SMALL LONE
 OT0776'JUNIPER AND THE AZIMUTH MARK.  CONTINUE SOUTHWARD FOR 0.2
 OT0776'MILE TO AN EAST-WEST FENCE AND THE STATION AT THE
 OT0776'JUNCTION OF THE EAST-WEST AND NORTH-SOUTH FENCES.
 OT0776'
 OT0776'THE STATION MARK IS A STANDARD DISK STAMPED BATTLE 1936, SET IN A
 OT0776'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 14.9
 OT0776'FEET SOUTH OF A WITNESS POST AND 2.4 FEET SOUTH OF THE SOUTH
 OT0776'GATEPOST IN THE NORTH-SOUTH FENCE.
 OT0776'
 OT0776'R.M. 1 IS A STANDARD DISK STAMPED BATTLE NO 1 1936, SET IN A
 OT0776'SQUARE CONCRETE MONUMENT THAT PROJECTS 7 INCHES.  IT IS 38.8 FEET
 OT0776'EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE EAST-WEST
 OT0776'FENCE.
 OT0776'
 OT0776'R.M. 2 IS A STANDARD DISK STAMPED BATTLE NO 2 1936, SET IN A
 OT0776'CONCRETE MONUMENT THAT IS SQUARE AND IS PROJECTING 3 INCHES.  IT
 OT0776'IS 34.0 FEET WEST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE
 OT0776'EAST-WEST FENCE.
 OT0776'
 OT0776'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BATTLE 1936, SET
 OT0776'IN A SQUARE CONCRETE MONUMENT, THAT PROJECTS 5
 OT0776'INCHES.  IT IS 100 FEET SOUTHEAST OF A LONE SMALL JUNIPER AND
 OT0776'3 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0527 ***********************************************************************
 QT0527  CBN         -  This is a Cooperative Base Network Control Station.
 QT0527  DESIGNATION -  BATTLE
 QT0527  PID         -  QT0527
 QT0527  STATE/COUNTY-  SD/BUTTE
 QT0527  COUNTRY     -  US
 QT0527  USGS QUAD   -  BATTLE CREEK BUTTE (2017)
 QT0527
 QT0527                         *CURRENT SURVEY CONTROL
 QT0527  ______________________________________________________________________
 QT0527* NAD 83(2011) POSITION- 45 05 46.27931(N) 103 46 23.04537(W)   ADJUSTED
 QT0527* NAD 83(2011) ELLIP HT-   980.040 (meters)        (06/27/12)   ADJUSTED
 QT0527* NAD 83(2011) EPOCH   -  2010.00
 QT0527* NAVD 88 ORTHO HEIGHT -   996.0   (meters)     3268.    (feet) GPS OBS
 QT0527  ______________________________________________________________________
 QT0527  NAVD 88 orthometric height was determined with geoid model    GEOID96
 QT0527  GEOID HEIGHT    -        -15.846 (meters)                     GEOID96
 QT0527  GEOID HEIGHT    -        -16.025 (meters)                     GEOID18
 QT0527  NAD 83(2011) X  - -1,073,897.889 (meters)                     COMP
 QT0527  NAD 83(2011) Y  - -4,381,017.756 (meters)                     COMP
 QT0527  NAD 83(2011) Z  -  4,495,594.983 (meters)                     COMP
 QT0527  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 QT0527
 QT0527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QT0527  Standards:
 QT0527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QT0527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QT0527  -------------------------------------------------------------------
 QT0527  NETWORK    1.35   3.82           0.63   0.43   1.95     -0.12335321
 QT0527  -------------------------------------------------------------------
 QT0527  Click here for local accuracies and other accuracy information.
 QT0527
 QT0527.The horizontal coordinates were established by GPS observations
 QT0527.and adjusted by the National Geodetic Survey in June 2012.
 QT0527
 QT0527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QT0527.been affixed to the stable North American tectonic plate. See 
 QT0527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QT0527
 QT0527.The horizontal coordinates are valid at the epoch date displayed above
 QT0527.which is a decimal equivalence of Year/Month/Day.
 QT0527
 QT0527.The orthometric height was determined by GPS observations and a
 QT0527.high-resolution geoid model.
 QT0527
 QT0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0527.GEOID18 height accuracy estimate available here.
 QT0527
 QT0527.Click photographs - Photos may exist for this station.
 QT0527
 QT0527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0527
 QT0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0527
 QT0527.The ellipsoidal height was determined by GPS observations
 QT0527.and is referenced to NAD 83.
 QT0527
 QT0527. The following values were computed from the NAD 83(2011) position.
 QT0527
 QT0527;                    North         East     Units Scale Factor Converg.
 QT0527;SPC SD N     -   147,250.991   303,129.192   MT  0.99993942   -2 40 13.2
 QT0527;SPC SD N     -   483,105.96    994,516.36   sFT  0.99993942   -2 40 13.2
 QT0527;UTM  13      - 4,994,368.014   596,539.049   MT  0.99971459   +0 52 08.7
 QT0527
 QT0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0527!SPC SD N     -   0.99984637  x   0.99993942  =   0.99978580
 QT0527!UTM  13      -   0.99984637  x   0.99971459  =   0.99956100
 QT0527
 QT0527:                Primary Azimuth Mark                     Grid Az
 QT0527:SPC SD N     -  BATTLE AZ MK                             003 49 12.9
 QT0527:UTM  13      -  BATTLE AZ MK                             000 16 51.0
 QT0527
 QT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9653994368(NAD 83)
 QT0527
 QT0527|---------------------------------------------------------------------|
 QT0527| PID    Reference Object                     Distance      Geod. Az  |
 QT0527|                                                           dddmmss.s |
 QT0527| CQ7010 BATTLE AZ MK                                       0010859.7 |
 QT0527| CQ7011 BATTLE RM 1                           9.747 METERS 18050     |
 QT0527| CQ7012 BATTLE RM 2                          13.437 METERS 35907     |
 QT0527|---------------------------------------------------------------------|
 QT0527
 QT0527                          SUPERSEDED SURVEY CONTROL
 QT0527
 QT0527  NAD 83(2007)-  45 05 46.27921(N)    103 46 23.04645(W) AD(2002.00) 0
 QT0527  ELLIP H (02/10/07)  980.073  (m)                       GP(2002.00)    
 QT0527  ELLIP H (04/15/04)  980.055  (m)                       GP(       ) 2 1
 QT0527  NAD 83(1996)-  45 05 46.27850(N)    103 46 23.04588(W) AD(       ) B
 QT0527  ELLIP H (04/18/97)  980.144  (m)                       GP(       ) 4 1
 QT0527  NAD 83(1993)-  45 05 46.27762(N)    103 46 23.04400(W) AD(       ) 3
 QT0527  NAD 83(1986)-  45 05 46.27127(N)    103 46 23.04171(W) AD(       ) 3
 QT0527  NAD 27      -  45 05 46.29700(N)    103 46 21.30100(W) AD(       ) 3
 QT0527
 QT0527.Superseded values are not recommended for survey control.
 QT0527
 QT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0527.See file dsdata.pdf to determine how the superseded data were derived.
 QT0527
 QT0527_MARKER: DS = TRIANGULATION STATION DISK
 QT0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0527_STAMPING: BATTLE 1952
 QT0527_MARK LOGO: CGS
 QT0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0527+STABILITY: SURFACE MOTION
 QT0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0527+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 QT0527
 QT0527  HISTORY     - Date     Condition        Report By
 QT0527  HISTORY     - 1952     MONUMENTED       CGS
 QT0527  HISTORY     - 1961     GOOD             CGS
 QT0527  HISTORY     - 1973     GOOD             USGS
 QT0527  HISTORY     - 1984     GOOD             LOCENG
 QT0527  HISTORY     - 19960814 GOOD             NGS
 QT0527
 QT0527                          STATION DESCRIPTION
 QT0527
 QT0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0527'THE STATION IS IN SECTION 17, T 13 N, R 3 E, ON THE RIGHT-OF-WAY
 QT0527'OF U.S. HIGHWAY 85, ABOUT 29 MILES NORTH AND 4 MILES EAST OF
 QT0527'BELLE FOURCHE, 18 MILES SOUTHWEST OF REDIG, 1 MILE NORTH OF
 QT0527'BATTLE CREEK, 60 FEET WEST OF THE CENTER OF THE HIGHWAY, 19
 QT0527'FEET SOUTH OF A GATE POST, 4 FEET EAST OF A WIRE FENCE AND
 QT0527'3 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QT0527'
 QT0527'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 QT0527'AND STATE HIGHWAY 79 ABOUT 5.25 MILES SOUTH OF REDIG, GO WEST
 QT0527'ON U.S. HIGHWAY 85 FOR 11.95 MILES TO A SIDE ROAD ON THE RIGHT
 QT0527'AND SIGN HARDING 20, CONTINUE WEST AND SOUTH ON THE HIGHWAY
 QT0527'FOR 4.65 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 QT0527'CONTINUE SOUTH FOR 1.15 MILES TO THE STATION ON THE RIGHT.
 QT0527'
 QT0527'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0527'BATTLE 1952.
 QT0527'
 QT0527'REFERENCE MARK 1 IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY
 QT0527'AND 3 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 QT0527'AND THE DISK IS STAMPED BATTLE NO 1 1952.
 QT0527'
 QT0527'REFERENCE MARK 2 IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY
 QT0527'AND 3 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 QT0527'AND THE DISK IS STAMPED BATTLE NO 2 1952.
 QT0527'
 QT0527'THE AZIMUTH MARK IS 67 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QT0527'2 FEET SOUTH OF A 4 X 4 INCH WITNESS POST AND 1 FOOT WEST OF
 QT0527'A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QT0527'STAMPED BATTLE 1952.
 QT0527'
 QT0527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0527
 QT0527                          STATION RECOVERY (1961)
 QT0527
 QT0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WFR)
 QT0527'STATION RECOVERED AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 QT0527
 QT0527                          STATION RECOVERY (1973)
 QT0527
 QT0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0527'TO REACH THE STATION FROM REDIG GO SOUTH ON U.S. HWY. 85 FOR
 QT0527'5.0 MI TO A X-RDS.  TURN RIGHT AND GO WEST AND SOUTH ON BLACK
 QT0527'TOP RD. FOR 15.60 MI TO THE STATION ON THE RIGHT, SOUTH OF
 QT0527'A GATE.
 QT0527
 QT0527                          STATION RECOVERY (1984)
 QT0527
 QT0527'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MLC)
 QT0527'BATTLE 1952 RECOVERED GOOD.
 QT0527'
 QT0527'BATTLE NO 1 1952 RECOVERED GOOD.
 QT0527'
 QT0527'BATTLE NO 2 1952 RECOVERED GOOD.
 QT0527'
 QT0527'DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES SOUTHWEST OF
 QT0527'REDIG.
 QT0527
 QT0527                          STATION RECOVERY (1996)
 QT0527
 QT0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QT0527'THE STATION IS LOCATED ABOUT 30.0 MI (48.3 KM) NORTH-NORTHEAST OF
 QT0527'BELLE FOURCHE, ON A COUNTY ROAD (OLD U.S. HIGHWAY 85).
 QT0527'OWNERSHIP--BUTTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 QT0527'U.S. HIGHWAYS 85 NORTH AND 212 WEST ON THE NORTH SIDE OF BELLE
 QT0527'FOURCHE, GO NORTH ON U.S. HIGHWAY 85 FOR 13.45 MI (21.65 KM) TO THE
 QT0527'JUNCTION OF A COUNTY ROAD (OLD U.S. 85) WEST, TURN LEFT AND GO WEST ON
 QT0527'THE COUNTY ROAD FOR 16.7 MI (26.9 KM) TO THE STATION ON THE LEFT. THE
 QT0527'STATION IS LOCATED 61.0 FT (18.6 M) WEST OF THE ROAD CENTER, 25.0 FT
 QT0527'(7.6 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 3.0 FT (0.9 M)
 QT0527'EAST OF A FENCE, AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0907 ***********************************************************************
 PU0907  DESIGNATION -  BAUER
 PU0907  PID         -  PU0907
 PU0907  STATE/COUNTY-  SD/MEADE
 PU0907  COUNTRY     -  US
 PU0907  USGS QUAD   -  ENNING (2017)
 PU0907
 PU0907                         *CURRENT SURVEY CONTROL
 PU0907  ______________________________________________________________________
 PU0907* NAD 83(1996) POSITION- 44 33 34.85921(N) 102 37 23.96982(W)   ADJUSTED
 PU0907* NAVD 88 ORTHO HEIGHT -   900.193 (meters)     2953.38  (feet) ADJUSTED
 PU0907  ______________________________________________________________________
 PU0907  GEOID HEIGHT    -        -18.292 (meters)                     GEOID18
 PU0907  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 PU0907  DYNAMIC HEIGHT  -        899.939 (meters)     2952.55  (feet) COMP
 PU0907  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PU0907
 PU0907  HORZ ORDER      -  SECOND
 PU0907  VERT ORDER      -  FIRST     CLASS II
 PU0907
 PU0907.The horizontal coordinates were established by classical geodetic methods
 PU0907.and adjusted by the National Geodetic Survey in January 1998.
 PU0907
 PU0907.The orthometric height was determined by differential leveling and
 PU0907.adjusted by the NATIONAL GEODETIC SURVEY
 PU0907.in October 1997.
 PU0907
 PU0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0907.GEOID18 height accuracy estimate available here.
 PU0907
 PU0907.Click photographs - Photos may exist for this station.
 PU0907
 PU0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0907
 PU0907.The dynamic height is computed by dividing the NAVD 88
 PU0907.geopotential number by the normal gravity value computed on the
 PU0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0907.degrees latitude (g = 980.6199 gals.).
 PU0907
 PU0907.The modeled gravity was interpolated from observed gravity values.
 PU0907
 PU0907. The following values were computed from the NAD 83(1996) position.
 PU0907
 PU0907;                    North         East     Units Scale Factor Converg.
 PU0907;SPC SD N     -    84,090.115   391,622.606   MT  0.99997568   -1 51 23.9
 PU0907;SPC SD N     -   275,885.65  1,284,848.50   sFT  0.99997568   -1 51 23.9
 PU0907;UTM  13      - 4,936,786.236   688,748.381   MT  1.00003813   +1 40 05.1
 PU0907
 PU0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0907!SPC SD N     -   0.99986174  x   0.99997568  =   0.99983742
 PU0907!UTM  13      -   0.99986174  x   1.00003813  =   0.99989987
 PU0907
 PU0907:                Primary Azimuth Mark                     Grid Az
 PU0907:SPC SD N     -  MONTE                                    274 06 54.3
 PU0907:UTM  13      -  MONTE                                    270 35 25.3
 PU0907
 PU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8874836786(NAD 83)
 PU0907
 PU0907|---------------------------------------------------------------------|
 PU0907| PID    Reference Object                     Distance      Geod. Az  |
 PU0907|                                                           dddmmss.s |
 PU0907| PU0906 BAUER RM 1                           12.612 METERS 06027     |
 PU0907| PU0908 BAUER RM 2                           23.758 METERS 18754     |
 PU0907| PU0920 MONTE                               APPROX. 6.0 KM 2721530.4 |
 PU0907|---------------------------------------------------------------------|
 PU0907
 PU0907                          SUPERSEDED SURVEY CONTROL
 PU0907
 PU0907  NAD 83(1993)-  44 33 34.85128(N)    102 37 23.97004(W) AD(       ) 2
 PU0907  NAD 83(1986)-  44 33 34.85083(N)    102 37 23.96963(W) AD(       ) 2
 PU0907  NAD 27      -  44 33 34.89830(N)    102 37 22.35650(W) AD(       ) 2
 PU0907  NAVD 88 (06/15/91)  900.168  (m)         2953.30   (f) SUPERSEDED  1 2
 PU0907  NGVD 29 (??/??/92)  899.681  (m)         2951.70   (f) ADJ UNCH    1 2
 PU0907  NGVD 29             899.68   (m)         2951.7    (f) LEVELING    3  
 PU0907
 PU0907.Superseded values are not recommended for survey control.
 PU0907
 PU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0907.See file dsdata.pdf to determine how the superseded data were derived.
 PU0907
 PU0907_MARKER: DS = TRIANGULATION STATION DISK
 PU0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0907_STAMPING: BAUER 1962
 PU0907_MARK LOGO: CGS
 PU0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0907+STABILITY: SURFACE MOTION
 PU0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0907+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0907
 PU0907  HISTORY     - Date     Condition        Report By
 PU0907  HISTORY     - 1962     MONUMENTED       CGS
 PU0907  HISTORY     - 1962     GOOD             CGS
 PU0907  HISTORY     - 1972     GOOD             NGS
 PU0907  HISTORY     - 19950605 GOOD             NGS
 PU0907
 PU0907                          STATION DESCRIPTION
 PU0907
 PU0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0907'THE STATION IS LOCATED ABOUT 12-1/4 MILES SOUTH OF STONEVILLE,
 PU0907'3-1/4 MILES WEST-SOUTHWEST OF ENNING, AND 2 MILES EAST OF UNION
 PU0907'CENTER IN PASTURE LAND ON THE WEST END OF A LOW KNOLL HAVING
 PU0907'A FEW SANDSTONE OUTCROPS ON ITS WEST SIDE.
 PU0907'
 PU0907'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 PU0907'IN UNION CENTER, GO EAST ON STATE HIGHWAY 34 FOR 2.3 MILES
 PU0907'TO A WIRE GATE IN THE SOUTH RIGHT-OF-WAY FENCE AT A FENCE
 PU0907'CORNER.  TURN RIGHT, THROUGH THE GATE, AND GO SOUTH 0.2 MILE ON
 PU0907'TRACK ROAD ALONG THE EAST SIDE OF THE FENCE TO THE SUMMIT OF A
 PU0907'LOW RIDGE.  LET DOWN THE FENCE (TEMPORARY PERMISSION OBTAINED)
 PU0907'AND GO WEST-NORTHWEST ALONG THE RIDGE 0.2 MILE TO THE STATION.
 PU0907'
 PU0907'THE STATION MARK, A STANDARD DISK STAMPED BAUER 1962 CEMENTED
 PU0907'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, PROJECTS
 PU0907'3 INCHES ABOVE GROUND.
 PU0907'
 PU0907'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED BAUER NO 1
 PU0907'1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PU0907'MONUMENT, IS ABOUT 15 INCHES BELOW STATION ELEVATION.
 PU0907'
 PU0907'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED BAUER
 PU0907'NO 2 1962 CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP ABOUT
 PU0907'8 FEET LONG AND 1 FOOT WIDE PROJECTING 6 INCHES, IS AT THE
 PU0907'SAME ELEVATION AS THE STATION.
 PU0907
 PU0907                          STATION RECOVERY (1962)
 PU0907
 PU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0907'2.4 MI E FROM UNION CENTER.
 PU0907'2.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0907'CENTER, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, ON A KNOLL, 78.0
 PU0907'FEET NORTH-NORTHEAST OF REFERENCE MARK 2, 41.4 WEST-SOUTHWEST OF
 PU0907'REFERENCE MARK 1 AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PU0907'FOOT.
 PU0907
 PU0907                          STATION RECOVERY (1972)
 PU0907
 PU0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0907'RECOVERED IN GOOD CONDITION.
 PU0907
 PU0907                          STATION RECOVERY (1995)
 PU0907
 PU0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0907'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0907'IN UNION CENTER, 188.0 M (616.8 FT) EAST OF MILEPOST 83, 129.7 M
 PU0907'(425.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 99.2 M (325.5 FT) SOUTH OF
 PU0907'A WITNESS POST AND FENCE, 23.8 M (78.1 FT) NORTH OF REFERENCE MARK 2,
 PU0907'12.6 M (41.3 FT) WEST OF REFERENCE MARK 1, 1.0 M (3.3 FT) ABOVE THE
 PU0907'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 PU0907'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0782 ***********************************************************************
 QS0782  DESIGNATION -  BAUER
 QS0782  PID         -  QS0782
 QS0782  STATE/COUNTY-  SD/DEWEY
 QS0782  COUNTRY     -  US
 QS0782  USGS QUAD   -  RIDGEVIEW NE (2017)
 QS0782
 QS0782                         *CURRENT SURVEY CONTROL
 QS0782  ______________________________________________________________________
 QS0782* NAD 83(1996) POSITION- 45 08 12.82822(N) 100 46 32.41012(W)   ADJUSTED
 QS0782* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0782  ______________________________________________________________________
 QS0782  GEOID HEIGHT    -        -21.930 (meters)                     GEOID18
 QS0782  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 QS0782  HORZ ORDER      -  FIRST
 QS0782
 QS0782.The horizontal coordinates were established by classical geodetic methods
 QS0782.and adjusted by the National Geodetic Survey in January 1998.
 QS0782
 QS0782.The orthometric height was scaled from a topographic map.
 QS0782
 QS0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0782.GEOID18 height accuracy estimate available here.
 QS0782
 QS0782.Click photographs - Photos may exist for this station.
 QS0782
 QS0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0782
 QS0782. The following values were computed from the NAD 83(1996) position.
 QS0782
 QS0782;                    North         East     Units Scale Factor Converg.
 QS0782;SPC SD N     -   145,147.764   538,991.309   MT  0.99994023   -0 32 56.3
 QS0782;SPC SD N     -   476,205.62  1,768,340.65   sFT  0.99994023   -0 32 56.3
 QS0782;UTM  14      - 4,999,691.756   360,383.818   MT  0.99983968   -1 15 31.6
 QS0782
 QS0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0782!SPC SD N     -   0.99989112  x   0.99994023  =   0.99983136
 QS0782!UTM  14      -   0.99989112  x   0.99983968  =   0.99973082
 QS0782
 QS0782:                Primary Azimuth Mark                     Grid Az
 QS0782:SPC SD N     -  BAUER AZ MK                              242 30 03.1
 QS0782:UTM  14      -  BAUER AZ MK                              243 12 38.4
 QS0782
 QS0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6038399691(NAD 83)
 QS0782
 QS0782|---------------------------------------------------------------------|
 QS0782| PID    Reference Object                     Distance      Geod. Az  |
 QS0782|                                                           dddmmss.s |
 QS0782| CO4316 BAUER AZ MK                                        2415706.8 |
 QS0782| CO4318 BAUER RM 2                           46.770 METERS 29034     |
 QS0782| CO4317 BAUER RM 1                           48.098 METERS 35918     |
 QS0782|---------------------------------------------------------------------|
 QS0782
 QS0782                          SUPERSEDED SURVEY CONTROL
 QS0782
 QS0782  NAD 83(1986)-  45 08 12.82074(N)    100 46 32.41045(W) AD(       ) 1
 QS0782  NAD 27      -  45 08 12.89100(N)    100 46 30.90000(W) AD(       ) 1
 QS0782
 QS0782.Superseded values are not recommended for survey control.
 QS0782
 QS0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0782.See file dsdata.pdf to determine how the superseded data were derived.
 QS0782
 QS0782_MARKER: DS = TRIANGULATION STATION DISK
 QS0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0782_STAMPING: BAUER 1938
 QS0782_MARK LOGO: CGS
 QS0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0782+STABILITY: SURFACE MOTION
 QS0782
 QS0782  HISTORY     - Date     Condition        Report By
 QS0782  HISTORY     - 1938     MONUMENTED       CGS
 QS0782
 QS0782                          STATION DESCRIPTION
 QS0782
 QS0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0782'STATION IS LOCATED ON THE CHEYENNE RIVER INDIAN RESERVATION.
 QS0782'IN WALKING HUNTERS INDIAN ALLOTMENT NO. 751 FEE PATENT
 QS0782'(PRESENT OWNER UNKNOWN) STATION IS 1.0 MILE E AND 3.5 MILES N OF
 QS0782'RIDGEVIEW.  AND 0.6 MILE 28-1/2 DEGREES N OF E FROM THE BAUER
 QS0782'SCHOOLHOUSE, AND 50 YARDS SE OF THE CENTER OF OLD U.S. HIGHWAY
 QS0782'212 WHERE IT MAKES A CURVE CONCAVE TO THE NW, ON A PROMINENT
 QS0782'KNOLL OF PASTURE LAND, THE HIGHEST POINT IN THE VICINITY.
 QS0782'
 QS0782'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 QS0782'DISKS SET IN CONCRETE.
 QS0782'
 QS0782'REACHED FROM RIDGEVIEW ON U.S. HIGHWAY 212 BY GOING E ON
 QS0782'U.S. HIGHWAY 212 0.7 MILE TO OLD U.S. HIGHWAY 212, TURN LEFT,
 QS0782'N, AND GO 2.3 MILES, TAKE RIGHT FORK AND GO 0.7 MILE TO BAUER
 QS0782'SCHOOL, (AZIMUTH HERE).  CONTINUE ON 0.6 MILE TO TOP OF RISE
 QS0782'AND STATION.
 QS0782'
 QS0782'AZIMUTH MARK IS 0.6 MILE SW ON OLD U.S. HIGHWAY 212, IN FRONT
 QS0782'YARD OF BAUER SCHOOLHOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0906 ***********************************************************************
 PU0906  DESIGNATION -  BAUER RM 1
 PU0906  PID         -  PU0906
 PU0906  STATE/COUNTY-  SD/MEADE
 PU0906  COUNTRY     -  US
 PU0906  USGS QUAD   -  ENNING (2017)
 PU0906
 PU0906                         *CURRENT SURVEY CONTROL
 PU0906  ______________________________________________________________________
 PU0906* NAD 83(1986) POSITION- 44 33 35.06   (N) 102 37 23.47   (W)   HD_HELD1
 PU0906* NAVD 88 ORTHO HEIGHT -   899.825 (meters)     2952.18  (feet) ADJUSTED
 PU0906  ______________________________________________________________________
 PU0906  GEOID HEIGHT    -        -18.293 (meters)                     GEOID18
 PU0906  DYNAMIC HEIGHT  -        899.571 (meters)     2951.34  (feet) COMP
 PU0906  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PU0906
 PU0906  VERT ORDER      -  FIRST     CLASS II
 PU0906
 PU0906.The horizontal coordinates were determined by differentially corrected
 PU0906.hand held GPS observations or other comparable positioning techniques
 PU0906.and have an estimated accuracy of +/- 3 meters.
 PU0906
 PU0906.The orthometric height was determined by differential leveling and
 PU0906.adjusted by the NATIONAL GEODETIC SURVEY
 PU0906.in October 1997.
 PU0906
 PU0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0906.GEOID18 height accuracy estimate available here.
 PU0906
 PU0906.Click photographs - Photos may exist for this station.
 PU0906
 PU0906.The dynamic height is computed by dividing the NAVD 88
 PU0906.geopotential number by the normal gravity value computed on the
 PU0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0906.degrees latitude (g = 980.6199 gals.).
 PU0906
 PU0906.The modeled gravity was interpolated from observed gravity values.
 PU0906
 PU0906;                    North         East    Units  Estimated Accuracy
 PU0906;SPC SD N     -    84,096.0     391,633.8     MT  (+/- 3 meters HH1 GPS) 
 PU0906
 PU0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8875936792(NAD 83)
 PU0906
 PU0906                          SUPERSEDED SURVEY CONTROL
 PU0906
 PU0906  NAVD 88 (06/15/91)  899.799  (m)         2952.09   (f) SUPERSEDED  1 2
 PU0906  NGVD 29 (??/??/92)  899.312  (m)         2950.49   (f) ADJ UNCH    1 2
 PU0906
 PU0906.Superseded values are not recommended for survey control.
 PU0906
 PU0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0906.See file dsdata.pdf to determine how the superseded data were derived.
 PU0906
 PU0906_MARKER: DR = REFERENCE MARK DISK
 PU0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0906_STAMPING: BAUER NO 1 1962
 PU0906_MARK LOGO: CGS
 PU0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0906+STABILITY: SURFACE MOTION
 PU0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0906+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0906
 PU0906  HISTORY     - Date     Condition        Report By
 PU0906  HISTORY     - 1962     MONUMENTED       CGS
 PU0906  HISTORY     - 1972     GOOD             NGS
 PU0906  HISTORY     - 19950605 GOOD             NGS
 PU0906
 PU0906                          STATION DESCRIPTION
 PU0906
 PU0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0906'2.4 MI E FROM UNION CENTER.
 PU0906'2.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0906'CENTER, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, ON A KNOLL, 41.4
 PU0906'FEET EAST-NORTHEAST OF THE STATION AND IN THE TOP OF A CONCRETE
 PU0906'POST PROJECTING 0.3 FOOT.
 PU0906
 PU0906                          STATION RECOVERY (1972)
 PU0906
 PU0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0906'RECOVERED IN GOOD CONDITION.
 PU0906
 PU0906                          STATION RECOVERY (1995)
 PU0906
 PU0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0906'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0906'IN UNION CENTER, 188.0 M (616.8 FT) EAST OF MILEPOST 83, 123.7 M
 PU0906'(405.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 93.2 M (305.8 FT) SOUTH OF
 PU0906'A FENCE, 38.0 M (124.7 FT) NORTHEAST OF REFERENCE MARK 2, 12.6 M (41.3
 PU0906'FT) EAST OF TRIANGULATION STATION BAUER, 7.0 M (23.0 FT) ABOVE THE
 PU0906'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 PU0906'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0908 ***********************************************************************
 PU0908  DESIGNATION -  BAUER RM 2
 PU0908  PID         -  PU0908
 PU0908  STATE/COUNTY-  SD/MEADE
 PU0908  COUNTRY     -  US
 PU0908  USGS QUAD   -  ENNING (2017)
 PU0908
 PU0908                         *CURRENT SURVEY CONTROL
 PU0908  ______________________________________________________________________
 PU0908* NAD 83(1986) POSITION- 44 33 34.10   (N) 102 37 24.12   (W)   HD_HELD1
 PU0908* NAVD 88 ORTHO HEIGHT -   899.678 (meters)     2951.69  (feet) ADJUSTED
 PU0908  ______________________________________________________________________
 PU0908  GEOID HEIGHT    -        -18.292 (meters)                     GEOID18
 PU0908  DYNAMIC HEIGHT  -        899.424 (meters)     2950.86  (feet) COMP
 PU0908  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PU0908
 PU0908  VERT ORDER      -  FIRST     CLASS II
 PU0908
 PU0908.The horizontal coordinates were determined by differentially corrected
 PU0908.hand held GPS observations or other comparable positioning techniques
 PU0908.and have an estimated accuracy of +/- 3 meters.
 PU0908
 PU0908.The orthometric height was determined by differential leveling and
 PU0908.adjusted by the NATIONAL GEODETIC SURVEY
 PU0908.in October 1997.
 PU0908
 PU0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0908.GEOID18 height accuracy estimate available here.
 PU0908
 PU0908.Click photographs - Photos may exist for this station.
 PU0908
 PU0908.The dynamic height is computed by dividing the NAVD 88
 PU0908.geopotential number by the normal gravity value computed on the
 PU0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0908.degrees latitude (g = 980.6199 gals.).
 PU0908
 PU0908.The modeled gravity was interpolated from observed gravity values.
 PU0908
 PU0908;                    North         East    Units  Estimated Accuracy
 PU0908;SPC SD N     -    84,066.8     391,618.5     MT  (+/- 3 meters HH1 GPS) 
 PU0908
 PU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8874536762(NAD 83)
 PU0908
 PU0908                          SUPERSEDED SURVEY CONTROL
 PU0908
 PU0908  NAVD 88 (06/15/91)  899.654  (m)         2951.61   (f) SUPERSEDED  1 2
 PU0908  NGVD 29 (??/??/92)  899.167  (m)         2950.02   (f) ADJ UNCH    1 2
 PU0908
 PU0908.Superseded values are not recommended for survey control.
 PU0908
 PU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0908.See file dsdata.pdf to determine how the superseded data were derived.
 PU0908
 PU0908_MARKER: DR = REFERENCE MARK DISK
 PU0908_SETTING: 66 = SET IN ROCK OUTCROP
 PU0908_STAMPING: BAUER NO 2 1962
 PU0908_MARK LOGO: CGS
 PU0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0908+STABILITY: POSITION/ELEVATION WELL
 PU0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0908+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0908
 PU0908  HISTORY     - Date     Condition        Report By
 PU0908  HISTORY     - 1962     MONUMENTED       CGS
 PU0908  HISTORY     - 1972     GOOD             NGS
 PU0908  HISTORY     - 19950605 GOOD             NGS
 PU0908
 PU0908                          STATION DESCRIPTION
 PU0908
 PU0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0908'2.4 MI E FROM UNION CENTER.
 PU0908'2.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0908'CENTER, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, ON A KNOLL, 78.0 FEET
 PU0908'SOUTH-SOUTHWEST OF THE STATION AND IN THE TOP OF A LONG NARROW ROCK
 PU0908'OUTCROP.
 PU0908
 PU0908                          STATION RECOVERY (1972)
 PU0908
 PU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0908'RECOVERED IN GOOD CONDITION.
 PU0908
 PU0908                          STATION RECOVERY (1995)
 PU0908
 PU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0908'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0908'IN UNION CENTER, NEAR THE CENTER OF A 3 BY 5-FOOT EXPOSED AREA OF
 PU0908'BEDROCK, 187.0 M (613.5 FT) EAST OF MILEPOST 83, 153.5 M (503.6 FT)
 PU0908'SOUTH OF THE HIGHWAY CENTERLINE, 123.0 M (403.5 FT) SOUTH OF A FENCE,
 PU0908'38.0 M (124.7 FT) SOUTHWEST OF REFERENCE MARK 1, 23.8 M (78.1 FT)
 PU0908'SOUTH OF TRIANGULATION STATION BAUER, AND 7.0 M (23.0 FT) ABOVE THE
 PU0908'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0476 ***********************************************************************
 QQ0476  DESIGNATION -  BAUSCHER
 QQ0476  PID         -  QQ0476
 QQ0476  STATE/COUNTY-  SD/MARSHALL
 QQ0476  COUNTRY     -  US
 QQ0476  USGS QUAD   -  NEWARK NW (2018)
 QQ0476
 QQ0476                         *CURRENT SURVEY CONTROL
 QQ0476  ______________________________________________________________________
 QQ0476* NAD 83(1996) POSITION- 45 56 06.55773(N) 097 57 37.15462(W)   ADJUSTED
 QQ0476* NAD 83(1996) ELLIP HT-   402.212 (meters)        (05/25/04)   ADJUSTED
 QQ0476* NAVD 88 ORTHO HEIGHT -   427.6   (meters)     1403.    (feet) VERTCON3
 QQ0476  ______________________________________________________________________
 QQ0476  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 QQ0476  NAD 83(1996) X  -   -615,407.210 (meters)                     COMP
 QQ0476  NAD 83(1996) Y  - -4,400,962.362 (meters)                     COMP
 QQ0476  NAD 83(1996) Z  -  4,560,526.817 (meters)                     COMP
 QQ0476  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 QQ0476  HORZ ORDER      -  FIRST
 QQ0476  ELLP ORDER      -  FOURTH    CLASS II
 QQ0476
 QQ0476.The horizontal coordinates were established by GPS observations
 QQ0476.and adjusted by the National Geodetic Survey in January 1998.
 QQ0476
 QQ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0476
 QQ0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0476.GEOID18 height accuracy estimate available here.
 QQ0476
 QQ0476.Click photographs - Photos may exist for this station.
 QQ0476
 QQ0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0476
 QQ0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0476
 QQ0476.The ellipsoidal height was determined by GPS observations
 QQ0476.and is referenced to NAD 83.
 QQ0476
 QQ0476. The following values were computed from the NAD 83(1996) position.
 QQ0476
 QQ0476;                    North         East     Units Scale Factor Converg.
 QQ0476;SPC SD N     -   235,566.930   758,177.251   MT  1.00005836   +1 26 36.8
 QQ0476;SPC SD N     -   772,855.84  2,487,453.20   sFT  1.00005836   +1 26 36.8
 QQ0476;UTM  14      - 5,087,368.281   580,598.626   MT  0.99967986   +0 44 49.6
 QQ0476
 QQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0476!SPC SD N     -   0.99993695  x   1.00005836  =   0.99999531
 QQ0476!UTM  14      -   0.99993695  x   0.99967986  =   0.99961683
 QQ0476
 QQ0476:                Primary Azimuth Mark                     Grid Az
 QQ0476:SPC SD N     -  BAUSCHER AZ MK                           084 51 23.0
 QQ0476:UTM  14      -  BAUSCHER AZ MK                           085 33 10.2
 QQ0476
 QQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8059887368(NAD 83)
 QQ0476
 QQ0476|---------------------------------------------------------------------|
 QQ0476| PID    Reference Object                     Distance      Geod. Az  |
 QQ0476|                                                           dddmmss.s |
 QQ0476| CO4323 BAUSCHER AZ MK                                     0861759.8 |
 QQ0476| QQ0393 MARSHALL CO GERMAN LUTH CH          APPROX.38.2 KM 1025553.4 |
 QQ0476| QQ0455 BRITTON TANK                        APPROX.22.9 KM 1335327.4 |
 QQ0476| CO4324 BAUSCHER RM 1                        60.564 METERS 24359     |
 QQ0476| CO4325 BAUSCHER RM 2                        62.271 METERS 30154     |
 QQ0476| RQ0632 OAKES MUNICIPAL TANK                APPROX.24.8 KM 3351357.9 |
 QQ0476| RQ0629 OAKES ST CHARLES CATH CH CROSS      APPROX.24.9 KM 3355919.8 |
 QQ0476|---------------------------------------------------------------------|
 QQ0476
 QQ0476                          SUPERSEDED SURVEY CONTROL
 QQ0476
 QQ0476  ELLIP H (03/16/99)  402.224  (m)                       GP(       ) 4 1
 QQ0476  ELLIP H (01/23/98)  402.218  (m)                       GP(       ) 4 1
 QQ0476  NAD 83(1986)-  45 56 06.55429(N)    097 57 37.15341(W) AD(       ) 1
 QQ0476  NAD 83(1986)-  45 56 06.56108(N)    097 57 37.15912(W) AD(       ) 1
 QQ0476  NAD 27      -  45 56 06.65600(N)    097 57 35.79700(W) AD(       ) 1
 QQ0476  NGVD 29 (06/26/92)  427.3    (m)  UNKNOWN  model used  GPS OBS        
 QQ0476
 QQ0476.Superseded values are not recommended for survey control.
 QQ0476
 QQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0476.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0476
 QQ0476_MARKER: DS = TRIANGULATION STATION DISK
 QQ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0476_STAMPING: BAUSCHER 1934
 QQ0476_MARK LOGO: CGS
 QQ0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0476+STABILITY: SURFACE MOTION
 QQ0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0476+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0476
 QQ0476  HISTORY     - Date     Condition        Report By
 QQ0476  HISTORY     - 1934     MONUMENTED       CGS
 QQ0476  HISTORY     - 1934     GOOD             CGS
 QQ0476  HISTORY     - 19830602 GOOD             NGS
 QQ0476  HISTORY     - 19910927 GOOD             NGS
 QQ0476
 QQ0476                          STATION DESCRIPTION
 QQ0476
 QQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0476'STATION IS LOCATED IN NE 1/4 OF SEC. 5, T 128 N, R 58 W, ABOUT
 QQ0476'7-1/2 MILES S AND 2-3/4 MILES W OF STRAUBVILLE, 5 MILES S AND
 QQ0476'8.0 MILES E OF LUDDEN.
 QQ0476'
 QQ0476'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QQ0476'DISKS SET IN CONCRETE.
 QQ0476'
 QQ0476'REFERENCE MARK NO. 1 IS W 198.70 FEET IN N-S FENCE LINE.
 QQ0476'
 QQ0476'REFERENCE MARK NO. 2 IS NW 204.30 FEET IN N-S FENCE LINE.
 QQ0476'
 QQ0476'AZIMUTH MARK IS REACHED FROM STATION BY GOING E ON STATE LINE
 QQ0476'ROAD (WHICH IS JUST N OF STATION) FOR 0.7 MILE.  MARK IS CROSS
 QQ0476'CUT ON TOP MILEPOST 67 ON N EDGE OF ROAD.
 QQ0476'
 QQ0476'TO REACH STATION FROM RAILROAD CROSSING IN LUDDEN GO W ON STATE
 QQ0476'HIGHWAY 11 FOR 1.1 MILES, TURN LEFT (S) ON STATE HIGHWAY 1 FOR
 QQ0476'5.0 MILES TO STATE LINE, THEN TURN LEFT (E) ON DIRT ROAD 9.0 MILES
 QQ0476'TO MILEPOST 68, THEN CONTINUE 0.3 MILE TO TOP OF RIDGE, TURN RIGHT
 QQ0476'(S) PROCEED ABOUT 150 FEET TO TOP OF KNOLL AND STATION, ON
 QQ0476'PROPERTY OF HATTIE BAUSCHER.
 QQ0476
 QQ0476                          STATION RECOVERY (1934)
 QQ0476
 QQ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0476'RECOVERED IN GOOD CONDITION.
 QQ0476
 QQ0476                          STATION RECOVERY (1983)
 QQ0476
 QQ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0476'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QQ0476'CONDITION.  THE AZIMUTH MARK (BOUNDARY MILEPOST 67) WAS SEARCHED FOR,
 QQ0476'BUT NOT RECOVERED, AND APPEARS TO HAVE BEEN DESTROYED.  A NEW AZIMUTH
 QQ0476'MARK WAS NOT ESTABLISHED AND THE STATION WAS NOT OCCUPIED AT THIS
 QQ0476'TIME, DUE TO THE PROPERY OWNER LIMITING TRIPS INTO THE STATION AT THIS
 QQ0476'PARTICULAR TIME OF YEAR.  THE REFERENCE MARKS WERE MEASURED AND
 QQ0476'HORIZONTAL DISTANCES MEASURED AT THIS TIME ARE SHORTER THAN THE
 QQ0476'DESTANCES RECORDED IN 1934 BU MARK TO MARK MEASUREMENTS AGREE.  NEW
 QQ0476'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 23 KM (14.30
 QQ0476'MI) NORTHWEST OF BRITTON, SD, 1.4 KM (0.85 MI) EAST OF THE
 QQ0476'MARSHALL-BROWN COUNTY LINE, AND ABOUT 50 M (164.0 FT) SOUTH OF THE
 QQ0476'ND-SD STATE LINE, ON PROPERTY OWNED BY MR. CYRIL HASTINGS, TO REACH
 QQ0476'THE STATION FROM THE COURTHOUSE IN BRITTON, GO WEST ON HIGHWAY 10 FOR
 QQ0476'11 KM (6.85 MI) TO A CROSSROAD.  TURN RIGHT, GO NORTH, ON ASPHALT ROAD
 QQ0476'FOR 9.7 KM (6.00 MI) TO A CROSSROAD.  TURN LEFT, GO WEST, ON ASPHALT
 QQ0476'ROAD FOR 3.2 KM (2.00 MI) TO A GRAVELED ROAD RIGHT.  TURN RIGHT, GO
 QQ0476'NORTH, ON A GRAVELED ROAD FOR 4.8 KM (3.00 MI) TO WHERE MAIN ROAD
 QQ0476'TURNS RIGHT, AND THE CYRIL HASTINGS FARM.  TURN LEFT, GO WEST, ALONG
 QQ0476'TRACK ROAD IN OLD SECTION LINE, FOR 1.6 KM (1.00 MI) TO A GATE ON THE
 QQ0476'LEFT AND AN EAST-WEST FENCE.  TURN LEFT, PASSING THROUGH GATE, AND GO
 QQ0476'0.2 KM (0.10 MI) WESTERLY ACROSS PASTURE TO THE TOP OF A KNOLL AND THE
 QQ0476'STATION.  THE STATION IS A STANDARD CGS DISK STAMPED--BAUSCHER
 QQ0476'1934-SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (12 INCHES)
 QQ0476'IN DIAMETER AND FLUSH WITH THE SURFACE.  IT IS 1.1 M (3.6 FT) SE OF A
 QQ0476'WOODEN POST. REFERENCE MARK 1 IS A STANDARD CGS DISK STAMPED--BAUSCHER
 QQ0476'NO 1 1934-- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (12
 QQ0476'INCHES) IN DIAMETER, RECESSED 5 CM (2 INCHES) BELOW THE SURFACE.  IT
 QQ0476'IS 46.1 M (151.2 FT) NNE FROM A LARGE LONE TREE AND 5.2 M (17.1 FT)
 QQ0476'EAST FROM AN OLD FENCE.  REFERENCE MARK 2 IS A STANDARD CGS DISK
 QQ0476'STAMPED -BAUSCHER NO 2 1934--SET INTO THE TOP OF A CONCRETE
 QQ0476'MONUMENT,(30 CM) (12 INCHES) IN DIAMETER AND PROJECTING 10 CM (4
 QQ0476'INCHES).  IT IS 31.3 M (102.7 FT) SOUTH FROM A FENCE ALONG THE SOUTH
 QQ0476'SIDE OF STATE LINE ROAD RIGHT-OF-WAY, 7.7 M (25.3 FT) EAST-NORTHEAST
 QQ0476'OF A LARGE TREE IN OLD FENCE LINE, AND 1 M (3.3 FT) SE FROM THE SOUTH
 QQ0476'1 OF 2 PARTIALLY BURIED ROCKS.
 QQ0476
 QQ0476                          STATION RECOVERY (1991)
 QQ0476
 QQ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QQ0476'STATION IS LOCATED ABOUT 23 KM (14.3 MI) NORTHWEST OF BRITTON, 1.4 KM
 QQ0476'(0.9 MI) EAST OF THE MARSHALL-BROWN COUNTY LINE, 50 M (164.0 FT)
 QQ0476'SOUTH OF THE ND-SD STATE LINE AND IN PASTURELAND. OWNERSHIP--CYRIL
 QQ0476'HASTINGS. PHONE 605-448-2657.
 QQ0476'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 27 SOUTH AND 10
 QQ0476'IN BRITTON, GO WEST ON ROUTE 10 FOR 11.4 KM (7.1 MI) TO A CROSSROAD.
 QQ0476'TURN RIGHT, NORTH, ON COUNTY ROAD 11 FOR 9.8 KM (6.1 MI) TO AN
 QQ0476'ASPHALT ROAD JUNCTION.  TURN LEFT, WEST, ON COUNTY ROAD 4 FOR 3.2 KM
 QQ0476'(2.0 MI) TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON GRAVEL
 QQ0476'ROAD FOR 4.8 KM (3.0 MI) TO WHERE THE ROAD TURNS RIGHT TO THE EAST
 QQ0476'AND A SECTION LINE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE TRACK
 QQ0476'SECTION LINE ROAD FOR 0.96 KM (0.60 MI) TO A GATE ON THE RIGHT.
 QQ0476'CONTINUE WEST ON THE TRACK ROAD FOR 0.08 KM (0.05 MI) TO A DUCK POND
 QQ0476'ON THE RIGHT.  PASS TO THE SOUTH SIDE OF POND AND CONTINUE WEST ON
 QQ0476'THE TRACK ROAD FOR 0.72 KM (0.45 MI) TO AN ENTRANCE GATE TO PASTURE
 QQ0476'STRAIGHT AHEAD.  PASS THROUGH THE GATE AND TURN SHARP RIGHT, NORTH,
 QQ0476'ON THE WEST SIDE OF A NORTH-SOUTH PASTURE FENCE LINE FOR 1.6 KM
 QQ0476'(1.0 MI) TO THE NORTHEAST CORNER OF PASTURE.  TURN LEFT, WEST, ALONG
 QQ0476'THE SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.24 KM (0.15 MI) TO .
 QQ0476'TURN LEFT, SOUTH, FOR ABOUT 45 M (147.6 FT) TO THE HIGHEST POINT OF
 QQ0476'KNOLL AND THE STATION.
 QQ0476'STATION IS 0.45 M (1.48 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2382 ***********************************************************************
 PU2382  DESIGNATION -  BEAN
 PU2382  PID         -  PU2382
 PU2382  STATE/COUNTY-  SD/BUTTE
 PU2382  COUNTRY     -  US
 PU2382  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU2382
 PU2382                         *CURRENT SURVEY CONTROL
 PU2382  ______________________________________________________________________
 PU2382* NAD 83(1996) POSITION- 44 43 58.25221(N) 103 58 34.91481(W)   ADJUSTED
 PU2382* NAVD 88 ORTHO HEIGHT -  1132.    (meters)     3714.    (feet) SCALED
 PU2382  ______________________________________________________________________
 PU2382  GEOID HEIGHT    -        -15.203 (meters)                     GEOID18
 PU2382  LAPLACE CORR    -         -6.27  (seconds)                    DEFLEC18
 PU2382  HORZ ORDER      -  THIRD
 PU2382
 PU2382.The horizontal coordinates were established by classical geodetic methods
 PU2382.and adjusted by the National Geodetic Survey in January 1998.
 PU2382
 PU2382.The orthometric height was scaled from a topographic map.
 PU2382
 PU2382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2382.GEOID18 height accuracy estimate available here.
 PU2382
 PU2382.Click photographs - Photos may exist for this station.
 PU2382
 PU2382.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2382
 PU2382. The following values were computed from the NAD 83(1996) position.
 PU2382
 PU2382;                    North         East     Units Scale Factor Converg.
 PU2382;SPC SD N     -   107,689.424   285,163.640   MT  0.99995447   -2 48 51.2
 PU2382;SPC SD N     -   353,311.05    935,574.38   sFT  0.99995447   -2 48 51.2
 PU2382;SPC WY E     -   470,867.143   294,280.785   MT  1.00004677   +0 50 16.1
 PU2382;SPC WY E     - 1,544,836.62    965,486.21   sFT  1.00004677   +0 50 16.1
 PU2382;UTM  13      - 4,953,783.480   581,052.154   MT  0.99968078   +0 43 13.7
 PU2382
 PU2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2382!SPC SD N     -   0.99982485  x   0.99995447  =   0.99977933
 PU2382!SPC WY E     -   0.99982485  x   1.00004677  =   0.99987161
 PU2382!UTM  13      -   0.99982485  x   0.99968078  =   0.99950568
 PU2382
 PU2382:                Primary Azimuth Mark                     Grid Az
 PU2382:SPC SD N     -  K 358                                    065 33 12.2
 PU2382:SPC WY E     -  K 358                                    061 54 04.9
 PU2382:UTM  13      -  K 358                                    062 01 07.3
 PU2382
 PU2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8105253783(NAD 83)
 PU2382
 PU2382|---------------------------------------------------------------------|
 PU2382| PID    Reference Object                     Distance      Geod. Az  |
 PU2382|                                                           dddmmss.s |
 PU2382| PU1964 K 358                                              0624421.0 |
 PU2382| CP9600 BEAN RM 1                             8.712 METERS 11018     |
 PU2382| CP9601 BEAN RM 2                             7.808 METERS 25844     |
 PU2382|---------------------------------------------------------------------|
 PU2382
 PU2382                          SUPERSEDED SURVEY CONTROL
 PU2382
 PU2382  NAD 83(1993)-  44 43 58.24762(N)    103 58 34.91622(W) AD(       ) 3
 PU2382  NAD 83(1986)-  44 43 58.24071(N)    103 58 34.90869(W) AD(       ) 3
 PU2382  NAD 27      -  44 43 58.29650(N)    103 58 33.15490(W) AD(       ) 3
 PU2382
 PU2382.Superseded values are not recommended for survey control.
 PU2382
 PU2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2382.See file dsdata.pdf to determine how the superseded data were derived.
 PU2382
 PU2382_MARKER: DS = TRIANGULATION STATION DISK
 PU2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2382_STAMPING: BEAN 1962
 PU2382_MARK LOGO: CGS
 PU2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2382+STABILITY: SURFACE MOTION
 PU2382
 PU2382  HISTORY     - Date     Condition        Report By
 PU2382  HISTORY     - 1962     MONUMENTED       CGS
 PU2382
 PU2382                          STATION DESCRIPTION
 PU2382
 PU2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2382'THE STATION IS LOCATED 6 MILES NORTHWEST OF BELLE FOURCHE,
 PU2382'4 MILES EAST OF THE WYOMING-SOUTH DAKOTA STATE LINE, IN THE
 PU2382'NORTHWEST QUARTER OF SECTION 23, T 9 N, R 1 E, AND ON
 PU2382'PROPERTY OWNED BY THE BEAN RANCH.
 PU2382'
 PU2382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212
 PU2382'AND 85 IN THENORTH EDGE OF BELLE FOURCHE, GO NORTHWEST ON
 PU2382'HIGHWAY 212 FOR 1.0 MILE TO A CROSSROAD* (AT THE BELLE FOURCHE
 PU2382'SAWMILL).  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 2.0
 PU2382'MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTHWEST ON THE
 PU2382'MAIN GRAVEL ROAD FOR 4.5 MILES TO THE STATION ON THE LEFT,
 PU2382'SOUTH SIDE OF THE GRAVEL ROAD.
 PU2382'
 PU2382'STATION MARKS ARE STANDARD DISKS STAMPED BEAN 1962.  THE
 PU2382'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 PU2382'2 INCHES.  IT IS 100 FEET SOUTH OF THE CENTER OF THE GRAVEL
 PU2382'ROAD AND 8.5 FEET NORTH OF A METAL WITNESS POST IN A FENCE.
 PU2382'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PU2382'50 INCHES BELOW THE SURFACE OF THE GROUND.
 PU2382'
 PU2382'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEAN NO 1 1962,
 PU2382'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 PU2382'IT IS 97 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2.5
 PU2382'FEET EAST OF THE METAL WITNESS POST AND 1.4 FEET NORTH OF THE
 PU2382'FENCE.
 PU2382'
 PU2382'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEAN NO 2 1962,
 PU2382'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 PU2382'IT IS 117 FEET SOUTH OF THE CENTE OF THE GRAVEL ROAD, 27
 PU2382'FEET WEST OF THE METAL WITNESS POST AND 1 FOOT NORTH OF THE
 PU2382'FENCE.
 PU2382'
 PU2382'AZIMUTH MARK, A COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 PU2382'K 358 1962, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 PU2382'4 INCHES.  IT IS 45 FEET NORTHEAST OF THE NORTHEAST RAIL OF A
 PU2382'RAILROAD TRACK, 41 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 PU2382'212, 4 FEET SOUTH OF A TELEPHONE POLE AND 2.0 FEET NORTHEAST
 PU2382'OF A METAL WITNESS POST.
 PU2382'
 PU2382'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST
 PU2382'ON HIGHWAY 212 FOR 5.4 MILES TO THE MARK ON THE LEFT, SOUTHWEST
 PU2382'SIDE OF THE HIGHWAY.
 PU2382'
 PU2382'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2319 ***********************************************************************
 PU2319  DESIGNATION -  BEAR
 PU2319  PID         -  PU2319
 PU2319  STATE/COUNTY-  SD/MEADE
 PU2319  COUNTRY     -  US
 PU2319  USGS QUAD   -  FORT MEADE (2017)
 PU2319
 PU2319                         *CURRENT SURVEY CONTROL
 PU2319  ______________________________________________________________________
 PU2319* NAD 83(1996) POSITION- 44 28 33.17407(N) 103 25 36.73327(W)   ADJUSTED
 PU2319* NAVD 88 ORTHO HEIGHT -  1349.5   (meters)     4427.    (feet) VERTCON3
 PU2319  ______________________________________________________________________
 PU2319  GEOID HEIGHT    -        -15.893 (meters)                     GEOID18
 PU2319  LAPLACE CORR    -         -9.23  (seconds)                    DEFLEC18
 PU2319  HORZ ORDER      -  FIRST
 PU2319
 PU2319.The horizontal coordinates were established by classical geodetic methods
 PU2319.and adjusted by the National Geodetic Survey in January 1998.
 PU2319
 PU2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2319
 PU2319.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2319.GEOID18 height accuracy estimate available here.
 PU2319
 PU2319.Click photographs - Photos may exist for this station.
 PU2319
 PU2319.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2319
 PU2319. The following values were computed from the NAD 83(1996) position.
 PU2319
 PU2319;                    North         East     Units Scale Factor Converg.
 PU2319;SPC SD N     -    77,171.317   327,434.538   MT  0.99998918   -2 25 31.2
 PU2319;SPC SD N     -   253,186.23  1,074,258.15   sFT  0.99998918   -2 25 31.2
 PU2319;UTM  13      - 4,925,933.671   625,112.125   MT  0.99979250   +1 06 08.2
 PU2319
 PU2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2319!SPC SD N     -   0.99979094  x   0.99998918  =   0.99978012
 PU2319!UTM  13      -   0.99979094  x   0.99979250  =   0.99958348
 PU2319
 PU2319:                Primary Azimuth Mark                     Grid Az
 PU2319:SPC SD N     -  BEAR AZ MK                               221 30 14.0
 PU2319:UTM  13      -  BEAR AZ MK                               217 58 34.6
 PU2319
 PU2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2511225933(NAD 83)
 PU2319
 PU2319|---------------------------------------------------------------------|
 PU2319| PID    Reference Object                     Distance      Geod. Az  |
 PU2319|                                                           dddmmss.s |
 PU2319| PU2318 4439 DW                              68.567 METERS 11552     |
 PU2319| CP9602 BEAR AZ MK                                         2190442.8 |
 PU2319| CP9604 BEAR RM 2                             3.428 METERS 23402     |
 PU2319| CP9603 BEAR RM 1                             6.737 METERS 31249     |
 PU2319| PU2358 NISLAND MUNICIPAL TANK              APPROX.24.3 KM 3360621.4 |
 PU2319| PU2272 NEWELL MUNICIPAL TANK               APPROX.26.6 KM 3594938.7 |
 PU2319|---------------------------------------------------------------------|
 PU2319
 PU2319                          SUPERSEDED SURVEY CONTROL
 PU2319
 PU2319  NAD 83(1993)-  44 28 33.16681(N)    103 25 36.73466(W) AD(       ) 1
 PU2319  NAD 83(1986)-  44 28 33.16282(N)    103 25 36.73018(W) AD(       ) 1
 PU2319  NAD 27      -  44 28 33.21910(N)    103 25 35.05840(W) AD(       ) 1
 PU2319  NGVD 29 (07/19/86) 1349.0    (m)         4426.     (f) VERT ANG       
 PU2319
 PU2319.Superseded values are not recommended for survey control.
 PU2319
 PU2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2319.See file dsdata.pdf to determine how the superseded data were derived.
 PU2319
 PU2319_MARKER: P = PIPE CAP
 PU2319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2319_STAMPING: BEAR 1925
 PU2319_MARK LOGO: CGS
 PU2319_PROJECTION: PROJECTING 20 CENTIMETERS
 PU2319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2319+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2010
 PU2319
 PU2319  HISTORY     - Date     Condition        Report By
 PU2319  HISTORY     - 1925     MONUMENTED       CGS
 PU2319  HISTORY     - 1934     GOOD             SDGS
 PU2319  HISTORY     - 1950     GOOD             CGS
 PU2319  HISTORY     - 1962     GOOD             CGS
 PU2319  HISTORY     - 19840603 GOOD             NGS
 PU2319  HISTORY     - 20100417 GOOD             INDIV
 PU2319
 PU2319                          STATION DESCRIPTION
 PU2319
 PU2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PU2319'STATION BEAR IS ON THE WESTERN END AND HIGHEST POINT OF BEAR
 PU2319'BUTTE, A LONE BUTTE ABOUT 7 MILES NE OF STURGIS, AND VISIBLE
 PU2319'FROM ALL DIRECTIONS.
 PU2319'
 PU2319'THE STATION IS MARKED WITH A STANDARD CAP ON AN IRON PIPE
 PU2319'SET IN THE ROCK, WHICH IS SOMEWHAT BROKEN.
 PU2319'
 PU2319'THE REFERENCE MARK IS A U.S.G.S. PIPE AND CAP ABOUT 60 METERS
 PU2319'E OF THE STATION.
 PU2319'
 PU2319'TO REACH FROM STURGIS, TAKE HIGHWAY 70 AND GO N ABOUT 6
 PU2319'MILES, AT WHICH POINT A BRANCH ROAD LEADS TOWARD THE BUTTE.
 PU2319'THIS ROAD FINALLY LEADS TO A HOUSE ON THE S SIDE OF THE BUTTE.
 PU2319'A TRUCK CAN BE TAKEN PAST THE HOUSE TO THE FOOT OF A LONG
 PU2319'ROCK SLIDE WHICH IS THE PROMINENT FEATURE OF THE S SIDE.  THERE
 PU2319'IS A TRAIL TO THE TOP FROM THE S SIDE AND ANOTHER FROM THE N.
 PU2319'
 PU2319'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.20 METERS.
 PU2319
 PU2319                          STATION RECOVERY (1934)
 PU2319
 PU2319'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PU2319'THE ORIGINAL DESCRIPTION IS SATISFACTORY.  THERE ARE NO NEW
 PU2319'OBJECTS NEAR THE STATION THAT COULD BE USED AS REFERENCE
 PU2319'POINTS OR THAT COULD BE USED IN ANY WAY TO DESCRIBE THE
 PU2319'LOCATION OF THE STATION.
 PU2319'
 PU2319'BEAR STATION IS IN EXCELLENT CONDITION.
 PU2319'
 PU2319'THE U.S.G.S. STATION 225 FEET E OF BEAR STATION, IS LOOSE
 PU2319'IN ITS FOUNDATION.  THE U.S.G.S. STATION IS A PIPE AND CAP SET
 PU2319'IN SOLID ROCK.  THE CEMENT AROUND THE PIPE HAS WEATHERED SO
 PU2319'THAT THE PIPE CAN BE MOVED ONE-HALF INCH OUT OF LINE.
 PU2319
 PU2319                          STATION RECOVERY (1950)
 PU2319
 PU2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2319'THE STATION MARK WAS RECOVERED AS DESCRIBED, AND IN GOOD
 PU2319'CONDITION.  THE GEOLOGICAL SURVEY MARK WAS RECOVERED, HOWEVER THE
 PU2319'PIPE THAT IS EMBEDDED IN THE GROUND WAS FOUND TO BE UNSTABLE,
 PU2319'AND WAS REINFORCED AT THIS TIME.  A REFERENCE MARK AND AN AZIMUTH
 PU2319'MARK WERE ESTABLISHED AT THIS TIME.  THE ORIGINAL DESCRIPTION
 PU2319'AS TO GENERAL LOCATION AND DESCRIPTION IS ADEQUATE.
 PU2319'
 PU2319'TO REACH THE AZIMUTH MARK FROM THE MAIN ENTRANCE TO BEAR
 PU2319'BUTTE.  GO WEST ON THE MAIN TRAVELED ROAD FOR 0.9 MILE TO THE
 PU2319'MARK ON THE RIGHT.
 PU2319'
 PU2319'THE STATION MARK IS A BRONZE TRIANGULATION CAP, BOLTED TO
 PU2319'THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 8 INCHES.  THE
 PU2319'CAP IS STAMPED BEAR 1925.
 PU2319'
 PU2319'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK, BRAZED
 PU2319'TO THE TOP OF 2-INCH IRON PIPE THAT PROJECTS 5 INCHES.  THE
 PU2319'DISK IS STAMPED BEAR NO 1 1925.
 PU2319'
 PU2319'B.M. 4439 D W (USGS) WAS USED AS A REFERENCE MARK.  THIS MARK
 PU2319'IS A BRONZE CAP OF THE UNITED STATES GEOLOGICAL SURVEY, BOLTED
 PU2319'TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 3 FEET.  THE
 PU2319'CAP IS STAMPED 1904 4439 D W 1904.
 PU2319'
 PU2319'THE AZIMUTH MARK IS 62 FEET NORTHEAST OF THE CENTER OF A T-ROAD
 PU2319'INTERSECTION, 21 FEET EAST OF A TELEPHONE POLE NUMBERED 5, 4
 PU2319'FEET SOUTH OF A WITNESS POST, 3 FEET NORTH OF A DEPARTMENT
 PU2319'OF INTERIOR SIGN, AND 3 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 PU2319'7 INCHES AND THE DISK IS STAMPED BEAR 1925.  THE MARK IS A
 PU2319'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PU2319'
 PU2319'HEIGHT OF LIGHT- 1 METER.
 PU2319
 PU2319                          STATION RECOVERY (1962)
 PU2319
 PU2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2319'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 PU2319'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE U.S.
 PU2319'GEOLOGICAL SURVEY MARK, DESCRIBED IN 1925 AND 1950 AS BN 4439
 PU2319'DW, WAS FOUND TO HAVE BEEN DESTROYED.  REFERENCE MARK 2 WAS
 PU2319'ESTABLISHED THIS YEAR.  SINCE THE ROADS IN THE STATION AREA HAVE
 PU2319'BEEN MODIFIED, A COMPLETE NEW DESCRIPTION FOLLOWS.
 PU2319'
 PU2319'THE STATION IS LOCATED ON THE HIGHEST POINT OF BEAR BUTTE, A
 PU2319'PROMINENT LONE BUTTE SITUATED 7 MILES NORTHEAST OF STURGIS
 PU2319'AND VISIBLE FROM ALL DIRECTIONS.
 PU2319'
 PU2319'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND INTERSECTION
 PU2319'OF STATE HIGHWAYS 34 AND 79 IN THE NORTH EDGE OF STURGIS, DRIVE
 PU2319'EAST ON STATE HIGHWAYS 34 AND 79 FOR 3.65 MILES TO THE DIVISION
 PU2319'OF THESE HIGHWAYS.  TURN LEFT AND DRIVE NORTH ON STATE
 PU2319'HIGHWAY 79 FOR 3.1 MILES TO A BLADED SIDE ROAD ON THE RIGHT**.
 PU2319'TURN RIGHT AND DRIVE EAST FOR 0.35 MILE TO A SHARP LEFT TURN IN
 PU2319'THE ROAD AND A WIRE GATE.  TURN LEFT, PASS THROUGH THE GATE
 PU2319'AND DRIVE NORTH ON THE RUTTED ROAD FOR 0.55 MILE TO AN
 PU2319'ABANDONED RANCH HOUSE AND BARNS.  CONTINUE NORTHERLY UP HILL ON
 PU2319'A RUTTED, PARTIALLY BLADED, ROAD FOR 0.4 MILE TO THE
 PU2319'BASE OF A STEEP RIDGE, THE END OF THE ROAD AND THE END OF
 PU2319'TRUCK TRAVEL.  PACK NORTHERLY UP A WELL DEFINED TRAIL TO A
 PU2319'SMALL SADDLE AND THE INTERSECTION OF A TRAIL ASCENDING THE
 PU2319'NORTH SIDE OF THE BUTTE.  TURN LEFT AND PACK WEST ON THE TRAIL
 PU2319'TO THE SUMMIT OF THE EAST END OF THE TOP OF THE BUTTE.
 PU2319'CONTINUE WEST ALONG THE CREST OF THE BUTTE FOR 225 FEET TO
 PU2319'THE HIGHEST POINT AND THE STATION.
 PU2319'
 PU2319'THE STATION IS MARKED BY A STANDARD COAST AND GEODETIC SURVEY
 PU2319'BRONZE CAP RIVETED ON THE TOP OF AN IRON PIPE WHICH IS 3
 PU2319'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 PU2319'THE GROUND.  THE CAP IS STAMPED BEAR 1925.
 PU2319'
 PU2319'REFERENCE MARK 1, A STANDARD DISK STAMPED BEAR NO 1 1925, IS
 PU2319'BRAZED ON THE TOP OF AN IRON PIPE WHICH IS 2-1/2 INCHES IN
 PU2319'DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2319'IT IS ON THE CREST OF THE RIDGE AND ABOUT 1 FOOT LOWER IN
 PU2319'ELEVATION THAN THE STATION MARK.
 PU2319'
 PU2319'REFERENCE MARK 2, A STANDARD DISK STAMPED BEAR NO 2 1925, IS
 PU2319'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 PU2319'GROUND SURFACE.  IT IS ON THE SOUTHWEST SLOPE OF THE BUTTE AND
 PU2319'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 PU2319'
 PU2319'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEAR 1925, IS SET IN THE
 PU2319'TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2319'PROJECTING 8 INCHES ABOVE THE SURFACE OF THE MARSH.  IT IS
 PU2319'56.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 20.5 FEET
 PU2319'EAST OF TELEPHONE POLE NUMBER 5, 3.5 FEET NORTHEAST OF A METAL
 PU2319'WITNESS POST WITH SIGN AND 3.0 FEET SOUTH OF THE NORTH
 PU2319'RIGHT-OF-WAY FENCE.
 PU2319'
 PU2319'**TO REACH THE AZIMUTH, CONTINUE NORTH ON THE HIGHWAY FOR
 PU2319'0.15 MILE TO BEAR LAKE ROAD ON THE LEFT.  TURN LEFT, WEST, FOR
 PU2319'0.4 MILE TO THE MARK ON THE RIGHT.
 PU2319
 PU2319                          STATION RECOVERY (1984)
 PU2319
 PU2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PU2319'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PU2319'REFERENCE MARKS 1 AND 2 WERE RECOVERED DESTROYED.  THE DISKS HAD BEEN
 PU2319'REMOVED FROM THE ROCK.  REFERENCE MARKS 3 AND 4, WHICH ARE METAL RODS,
 PU2319'WERE ESTABLISHED.  AN OBSERVATION PLATFORM HAS BEEN BUILT OVER THE
 PU2319'STATION MARK.  IT HAS A HINGED TRAP DOOR FOR ACCESS TO THE MARK, BUT
 PU2319'THE TRAP DOOR IS RATHER SMALL AND IT IS DIFFICULT TO SET A SOLID
 PU2319'TRIPOD.  THE 1962 DESCRIPTIVE TEXT IS ADEQUATE.  REFERENCE MARK 3 IS A
 PU2319'2 CM (3/4 INCH) ROUND METAL ROD UNSTAMPED WITH A CROSS MARK ON THE TOP
 PU2319'AND DRIVEN FLUSH WITH THE SURFACE.  REFERENCE MARK 4 IS A 2 CM (3/4
 PU2319'INCH) ROUND METAL ROD UNSTAMPED WITH A CROSS MARK ON THE TOP AND
 PU2319'DRIVEN FLUSH WITH THE SURFACE.
 PU2319
 PU2319                          STATION RECOVERY (2010)
 PU2319
 PU2319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFP)
 PU2319'THE MONUMENT, A BRONZE USGS TRIANGULATION CAP BOLTED TO A 3-INCH
 PU2319'DIAMETER IRON PIPE, WAS FOUND IN GOOD CONDITION BELOW THE WOODEN
 PU2319'OBSERVATION DECK ON THE TOP OF BEAR BUTTE AND APPROXIMATELY FOUR FEET
 PU2319'FROM THE EAST EDGE OF THE DECK.
 PU2319'
 PU2319'THE MONUMENT IS CURRENTLY INACCESSIBLE SINCE THE TRAP DOOR DESCRIBED
 PU2319'IN THE 1984 RECOVERY REPORT NO LONGER EXISTS.  IT IS REPORTED THAT THE
 PU2319'FIRE THAT RAGED ACROSS THE MOUNTAIN IN 1996 DESTROYED THE PREVIOUS
 PU2319'WOODEN OBSERVATION PLATFORM.
 PU2319'
 PU2319'REFERENCE MARKS 1 AND 2 WERE PREVIOUSLY REPORTED AS DESTROYED.
 PU2319'REFERENCE MARKS 3 AND 4 WERE NOT RECOVERED DUE TO THE ABSENCE OF ANY
 PU2319'DISTANCES OR DIRECTIONS TO THEM IN THE PREVIOUS RECOVERY REPORT.
 PU2319'
 PU2319'AS A HISTORICAL NOTE, THE ORIGINAL USGS TRIANGULATION STATION THAT WAS
 PU2319'ESTABLISHED IN 1893 ON THE TOP OF THE MOUNTAIN ON A SUMMIT TO THE EAST
 PU2319'OF THE 1925 STATION WAS SEARCHED FOR BY USING AN ADJUSTED POSITION BUT
 PU2319'IT WAS NOT FOUND.
 PU2319'
 PU2319'THE ORIGINAL MARK WAS DESCRIBED AS BEING A CHISELED + WITH LETTERS
 PU2319'U.S.G.S. ON A STONE. REFER TO USGS BULLETIN NO. 122 DATED 1894. THE
 PU2319'STONES AT THIS LOCATION HAVE BEEN DISRUPTED BY INDIVIDUALS PERFORMING
 PU2319'RELIGIOUS RITUALS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0890 ***********************************************************************
 QS0890  DESIGNATION -  BEAR
 QS0890  PID         -  QS0890
 QS0890  STATE/COUNTY-  SD/DEWEY
 QS0890  COUNTRY     -  US
 QS0890  USGS QUAD   -  LANTRY (2017)
 QS0890
 QS0890                         *CURRENT SURVEY CONTROL
 QS0890  ______________________________________________________________________
 QS0890* NAD 83(1996) POSITION- 45 01 50.40620(N) 101 27 41.41920(W)   ADJUSTED
 QS0890* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 QS0890  ______________________________________________________________________
 QS0890  GEOID HEIGHT    -        -20.845 (meters)                     GEOID18
 QS0890  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 QS0890  HORZ ORDER      -  THIRD
 QS0890
 QS0890.The horizontal coordinates were established by classical geodetic methods
 QS0890.and adjusted by the National Geodetic Survey in January 1998.
 QS0890
 QS0890.The orthometric height was scaled from a topographic map.
 QS0890
 QS0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0890.GEOID18 height accuracy estimate available here.
 QS0890
 QS0890.Click photographs - Photos may exist for this station.
 QS0890
 QS0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0890
 QS0890. The following values were computed from the NAD 83(1996) position.
 QS0890
 QS0890;                    North         East     Units Scale Factor Converg.
 QS0890;SPC SD N     -   134,090.212   484,839.682   MT  0.99993918   -1 02 03.7
 QS0890;SPC SD N     -   439,927.64  1,590,678.19   sFT  0.99993918   -1 02 03.7
 QS0890;UTM  14      - 4,989,304.952   306,099.231   MT  1.00006233   -1 44 31.3
 QS0890
 QS0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0890!SPC SD N     -   0.99988734  x   0.99993918  =   0.99982653
 QS0890!UTM  14      -   0.99988734  x   1.00006233  =   0.99994966
 QS0890
 QS0890:                Primary Azimuth Mark                     Grid Az
 QS0890:SPC SD N     -  A 71                                     284 57 40.6
 QS0890:UTM  14      -  A 71                                     285 40 08.2
 QS0890
 QS0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0609989304(NAD 83)
 QS0890
 QS0890|---------------------------------------------------------------------|
 QS0890| PID    Reference Object                     Distance      Geod. Az  |
 QS0890|                                                           dddmmss.s |
 QS0890| AE3152 BEAR RM 1                            15.181 METERS 00009     |
 QS0890| AE3127 BEAR RM 2                            10.171 METERS 18023     |
 QS0890| QS0490 A 71                                               2835536.9 |
 QS0890|---------------------------------------------------------------------|
 QS0890
 QS0890                          SUPERSEDED SURVEY CONTROL
 QS0890
 QS0890  NAD 83(1986)-  45 01 50.39835(N)    101 27 41.41841(W) AD(       ) 3
 QS0890  NAD 27      -  45 01 50.46400(N)    101 27 39.85800(W) AD(       ) 3
 QS0890
 QS0890.Superseded values are not recommended for survey control.
 QS0890
 QS0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0890.See file dsdata.pdf to determine how the superseded data were derived.
 QS0890
 QS0890_MARKER: DS = TRIANGULATION STATION DISK
 QS0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0890_STAMPING: BEAR 1952
 QS0890_MARK LOGO: CGS
 QS0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0890+STABILITY: SURFACE MOTION
 QS0890
 QS0890  HISTORY     - Date     Condition        Report By
 QS0890  HISTORY     - 1952     MONUMENTED       CGS
 QS0890  HISTORY     - 19960510 MARK NOT FOUND   NGS
 QS0890
 QS0890                          STATION DESCRIPTION
 QS0890
 QS0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0890'THE STATION IS IN SECTION 4, T 12 N, R 22 E, ABOUT 1-3/4
 QS0890'MILES NORTHWEST OF LANTRY, 34 FEET SOUTH OF A WIRE GATE, 25
 QS0890'FEET EAST OF A BLADED ROAD, 6 FEET SOUTH OF A WHITE 4 IN X 4 IN
 QS0890'WITNESS POST, AND 4 FEET WEST OF A WIRE FENCE.
 QS0890'
 QS0890'TO REACH THE STATION FROM THE RAILROAD STATION AT LANTRY GO
 QS0890'WEST ON U.S. HIGHWAY 212 FOR 1.4 MILES TO A RAILROAD WATER TANK
 QS0890'ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 0.55 MILE TO A BLADED
 QS0890'ROAD RIGHT, TURN RIGHT AND GO NORTH ON BLADED ROAD FOR 0.25
 QS0890'MILE TO THE TOP OF THE RISE AND THE STATION ON THE RIGHT.
 QS0890'
 QS0890'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON BLADED
 QS0890'ROAD FOR 0.25 MILE TO THE HIGHWAY, TURN RIGHT (WEST) AND GO
 QS0890'ON U.S. HIGHWAY 212 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT
 QS0890'AS DESCRIBED BELOW.
 QS0890'
 QS0890'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0890'BEAR 1952.
 QS0890'
 QS0890'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF A TELEPHONE POLE, 25
 QS0890'FEET EAST OF BLADED ROAD, 14 FEET NORTH OF A WIRE GATE, AND 4 FEET
 QS0890'WEST OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK
 QS0890'IS STAMPED BEAR NO 1 1952.
 QS0890'
 QS0890'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF A TELEPHONE POLE, 25
 QS0890'FEET EAST OF BLADED ROAD, AND 5 FEET WEST OF A WIRE FENCE.
 QS0890'THE MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED BEAR NO 2
 QS0890'1952.
 QS0890'
 QS0890'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 QS0890'BENCH MARK DISK STAMPED A 71 1934.  IT IS 130 FEET SOUTH OF U.S.
 QS0890'HIGHWAY 212, 38 FEET SOUTH OF RAILROAD TRACK, 38 FEET WEST OF A
 QS0890'TRACK ROAD, 11 FEET NORTH OF A WIRE FENCE, 4 FEET EAST OF A
 QS0890'TELEPHONE POLE, AND 2 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN
 QS0890'WITNESS POST.  THE MARK IS SET IN THE TOP OF A 10 IN X 10 IN
 QS0890'CONCRETE POST AND PROJECTS 2 INCHES.
 QS0890'
 QS0890'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0890
 QS0890                          STATION RECOVERY (1996)
 QS0890
 QS0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0890'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0794 ***********************************************************************
 NM0794  DESIGNATION -  BEAVER
 NM0794  PID         -  NM0794
 NM0794  STATE/COUNTY-  SD/UNION
 NM0794  COUNTRY     -  US
 NM0794  USGS QUAD   -  JEFFERSON (2017)
 NM0794
 NM0794                         *CURRENT SURVEY CONTROL
 NM0794  ______________________________________________________________________
 NM0794* NAD 83(1996) POSITION- 42 32 50.25161(N) 096 36 04.58893(W)   ADJUSTED
 NM0794* NAVD 88 ORTHO HEIGHT -   339.396 (meters)     1113.50  (feet) ADJUSTED
 NM0794  ______________________________________________________________________
 NM0794  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 NM0794  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 NM0794  DYNAMIC HEIGHT  -        339.289 (meters)     1113.15  (feet) COMP
 NM0794  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 NM0794
 NM0794  HORZ ORDER      -  THIRD
 NM0794  VERT ORDER      -  SECOND    CLASS 0
 NM0794
 NM0794.The horizontal coordinates were established by classical geodetic methods
 NM0794.and adjusted by the National Geodetic Survey in January 1998.
 NM0794
 NM0794.The orthometric height was determined by differential leveling and
 NM0794.adjusted by the NATIONAL GEODETIC SURVEY
 NM0794.in June 1991.
 NM0794
 NM0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0794.GEOID18 height accuracy estimate available here.
 NM0794
 NM0794.Click photographs - Photos may exist for this station.
 NM0794
 NM0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0794
 NM0794.The dynamic height is computed by dividing the NAVD 88
 NM0794.geopotential number by the normal gravity value computed on the
 NM0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0794.degrees latitude (g = 980.6199 gals.).
 NM0794
 NM0794.The modeled gravity was interpolated from observed gravity values.
 NM0794
 NM0794. The following values were computed from the NAD 83(1996) position.
 NM0794
 NM0794;                    North         East     Units Scale Factor Converg.
 NM0794;SPC SD S     -    30,656.246   906,461.607   MT  1.00007997   +2 34 28.4
 NM0794;SPC SD S     -   100,578.03  2,973,949.46   sFT  1.00007997   +2 34 28.4
 NM0794;UTM  14      - 4,713,332.988   696,950.406   MT  1.00007726   +1 37 21.1
 NM0794
 NM0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0794!SPC SD S     -   0.99995082  x   1.00007997  =   1.00003078
 NM0794!UTM  14      -   0.99995082  x   1.00007726  =   1.00002807
 NM0794
 NM0794:                Primary Azimuth Mark                     Grid Az
 NM0794:SPC SD S     -  BEAVER AZ MK                             265 06 35.3
 NM0794:UTM  14      -  BEAVER AZ MK                             266 03 42.6
 NM0794
 NM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9695013332(NAD 83)
 NM0794
 NM0794|---------------------------------------------------------------------|
 NM0794| PID    Reference Object                     Distance      Geod. Az  |
 NM0794|                                                           dddmmss.s |
 NM0794| NM0797 KARPEN                                4.450 METERS 04100     |
 NM0794| NM0796 BEAVER RM 1                          15.320 METERS 18142     |
 NM0794| NM0793 BEAVER AZ MK                                       2674103.7 |
 NM0794| NM0795 BEAVER RM 2                          12.185 METERS 28005     |
 NM0794|---------------------------------------------------------------------|
 NM0794
 NM0794                          SUPERSEDED SURVEY CONTROL
 NM0794
 NM0794  NAD 83(1995)-  42 32 50.25161(N)    096 36 04.58895(W) AD(       ) 3
 NM0794  NAD 83(1986)-  42 32 50.25587(N)    096 36 04.58629(W) AD(       ) 3
 NM0794  NAD 27      -  42 32 50.27000(N)    096 36 03.46400(W) AD(       ) 3
 NM0794  NGVD 29 (??/??/92)  339.222  (m)         1112.93   (f) ADJ UNCH    2 0
 NM0794  NGVD 29             339.22   (m)         1112.9    (f) LEVELING    3  
 NM0794
 NM0794.Superseded values are not recommended for survey control.
 NM0794
 NM0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0794.See file dsdata.pdf to determine how the superseded data were derived.
 NM0794
 NM0794_MARKER: DS = TRIANGULATION STATION DISK
 NM0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0794_STAMPING: BEAVER 1948
 NM0794_MARK LOGO: CGS
 NM0794_PROJECTION: FLUSH
 NM0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0794+STABILITY: SURFACE MOTION
 NM0794
 NM0794  HISTORY     - Date     Condition        Report By
 NM0794  HISTORY     - 1948     MONUMENTED       CGS
 NM0794  HISTORY     - 1948     GOOD             CGS
 NM0794
 NM0794                          STATION DESCRIPTION
 NM0794
 NM0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0794'THE STATION IS LOCATED ABOUT 2.0 MILES WEST AND 4.0 MILES SOUTH
 NM0794'OF JEFFERSON AND ABOUT 1.5 MILES EAST OF THE RIVER.  IT IS 21
 NM0794'FEET NORTH OF THE CENTERLINE OF THE ROAD, 21 FEET WEST OF THE
 NM0794'CENTERLINE OF MR. BEAVERS DRIVEWAY AND 7 FEET SOUTH OF A FENCE.
 NM0794'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAVER 1948.
 NM0794'
 NM0794'REFERENCE MARK NO. 1 IS 50.26 FEET SOUTH OF THE STATION, 29
 NM0794'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 10 FEET WEST OF A
 NM0794'POWER POLE WITH A TRANSFORMER.  THE MARK PROJECTS 2 INCHES AND
 NM0794'THE DISK IS STAMPED BEAVER NO 1 1948.
 NM0794'
 NM0794'REFERENCE MARK NO. 2 IS 39.98 FEET WEST OF THE STATION, IN THE
 NM0794'FENCELINE AND 31 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE
 NM0794'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAVER NO 2 1948.
 NM0794'
 NM0794'AZIMUTH MARK IS ABOUT 0.25 MILE WEST-SOUTHWEST OF THE STATION,
 NM0794'44 FEET SOUTHEAST OF THE INTERSECTION OF CROSSROADS, 4 FEET
 NM0794'NORTHEAST OF A CORNER POST AND 2 FEET EAST OF A WITNESS POST.
 NM0794'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAVER 1948.
 NM0794'
 NM0794'KARPEN (USED) MARK IS 14.60 FEET NORTHEAST OF THE STATION, IN
 NM0794'A FENCE CORNER, 12 FEET WEST OF MR. BEAVERS DRIVEWAY AND 4
 NM0794'FEET NORTHWEST OF A CORNER POST.  THE MARK IS A BRONZE CAP SET
 NM0794'FLUSH IN AN IRREGULAR MASS OF CONCRETE HAVING U.S. ENG DEPT AND
 NM0794'A TRIANGLE AT THE CENTER CAST ON ITS FACE AND THE CAP IS
 NM0794'STAMPED KARPEN.
 NM0794'
 NM0794'TO REACH FROM THE CENTER OF THE BRIDGE OVER THE BIG SIOUX RIVER
 NM0794'JUST NORTH OF RIVERSIDE, GO NORTH ON HIGHWAY 77 FOR 2.25 MILES
 NM0794'TO A T ROAD LEFT, TURN LEFT ON HARD SURFACED ROAD FOR 1.2 MILE
 NM0794'TO CROSSROADS AND END OF HARD SURFACE, CONTINUE STRAIGHT AHEAD
 NM0794'FOR 3.6 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 0.25
 NM0794'MILE TO MR. BEAVERS HOME ON THE RIGHT AND STATION.
 NM0794'
 NM0794'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.25 MILE
 NM0794'TO CROSSROADS AND THE MARK IN THE SOUTHEAST CORNER.
 NM0794'
 NM0794'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM0794
 NM0794                          STATION RECOVERY (1948)
 NM0794
 NM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0794'6.4 MI S FROM JEFFERSON.
 NM0794'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0794'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0794'WEST ALONG A PAVED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVEL
 NM0794'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVEL ROAD, 63.6 FEET SOUTHWEST
 NM0794'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 13.6 FEET WEST-SOUTHWEST
 NM0794'OF A CORNER FENCE POST, 22.0 FEET WEST OF THE CENTER LINE OF A
 NM0794'PRIVATE ROAD, 23.0 FEET NORTH OF THE CENTER LINE OF A EAST-WEST
 NM0794'ROAD, 7.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN THE TOP
 NM0794'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1831 ***********************************************************************
 NM1831  DESIGNATION -  BEAVER
 NM1831  PID         -  NM1831
 NM1831  STATE/COUNTY-  SD/UNION
 NM1831  COUNTRY     -  US
 NM1831  USGS QUAD   -  CHATSWORTH (2018)
 NM1831
 NM1831                         *CURRENT SURVEY CONTROL
 NM1831  ______________________________________________________________________
 NM1831* NAD 83(1996) POSITION- 42 59 39.55614(N) 096 31 10.65549(W)   ADJUSTED
 NM1831* NAVD 88 ORTHO HEIGHT -   407.    (meters)     1335.    (feet) SCALED
 NM1831  ______________________________________________________________________
 NM1831  GEOID HEIGHT    -        -25.924 (meters)                     GEOID18
 NM1831  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 NM1831  HORZ ORDER      -  THIRD
 NM1831
 NM1831.The horizontal coordinates were established by classical geodetic methods
 NM1831.and adjusted by the National Geodetic Survey in January 1998.
 NM1831
 NM1831.The orthometric height was scaled from a topographic map.
 NM1831
 NM1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1831.GEOID18 height accuracy estimate available here.
 NM1831
 NM1831.Click photographs - Photos may exist for this station.
 NM1831
 NM1831.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1831
 NM1831. The following values were computed from the NAD 83(1996) position.
 NM1831
 NM1831;                    North         East     Units Scale Factor Converg.
 NM1831;SPC SD S     -    80,569.037   910,882.063   MT  0.99996577   +2 37 51.2
 NM1831;SPC SD S     -   264,333.58  2,988,452.24   sFT  0.99996577   +2 37 51.2
 NM1831;UTM  14      - 4,763,169.634   702,194.293   MT  1.00010296   +1 41 31.2
 NM1831
 NM1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1831!SPC SD S     -   0.99994021  x   0.99996577  =   0.99990598
 NM1831!UTM  14      -   0.99994021  x   1.00010296  =   1.00004316
 NM1831
 NM1831:                Primary Azimuth Mark                     Grid Az
 NM1831:SPC SD S     -  BEAVER AZ MK                             030 08 06.1
 NM1831:UTM  14      -  BEAVER AZ MK                             031 04 26.1
 NM1831
 NM1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0219463169(NAD 83)
 NM1831
 NM1831|---------------------------------------------------------------------|
 NM1831| PID    Reference Object                     Distance      Geod. Az  |
 NM1831|                                                           dddmmss.s |
 NM1831| CO2205 BEAVER AZ MK                                       0324557.3 |
 NM1831| OQ0617 HAWARDEN MUNICIPAL TANK             APPROX. 3.6 KM 0795057.4 |
 NM1831| DR9492 BEAVER RM 1                          14.149 METERS 11858     |
 NM1831| DR9493 BEAVER RM 2                          13.859 METERS 34914     |
 NM1831|---------------------------------------------------------------------|
 NM1831
 NM1831                          SUPERSEDED SURVEY CONTROL
 NM1831
 NM1831  NAD 83(1995)-  42 59 39.55721(N)    096 31 10.65066(W) AD(       ) 3
 NM1831  NAD 83(1986)-  42 59 39.56050(N)    096 31 10.64592(W) AD(       ) 3
 NM1831  NAD 27      -  42 59 39.60200(N)    096 31 09.53300(W) AD(       ) 3
 NM1831
 NM1831.Superseded values are not recommended for survey control.
 NM1831
 NM1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1831.See file dsdata.pdf to determine how the superseded data were derived.
 NM1831
 NM1831_MARKER: DS = TRIANGULATION STATION DISK
 NM1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1831_STAMPING: BEAVER 1949
 NM1831_MARK LOGO: CGS
 NM1831_PROJECTION: FLUSH
 NM1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1831+STABILITY: SURFACE MOTION
 NM1831
 NM1831  HISTORY     - Date     Condition        Report By
 NM1831  HISTORY     - 1949     MONUMENTED       CGS
 NM1831
 NM1831                          STATION DESCRIPTION
 NM1831
 NM1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1831'STATION IS LOCATED ABOUT 1-3/4 MILES WEST OF HAWARDEN ON A HIGH
 NM1831'RIDGE IN PASTURE LAND.  STATION IS 9 FEET EAST OF A FENCE
 NM1831'AND 8 FEET EAST OF A POWER LINE POLE.  THE MARK IS FLUSH WITH
 NM1831'THE GROUND AND THE DISK IS STAMPED BEAVER 1949.
 NM1831'
 NM1831'REFERENCE MARK NO. 1 IS 50 FEET EAST OF FENCE.  THE MARK IS
 NM1831'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEAVER NO 1 1949.
 NM1831'
 NM1831'REFERENCE MARK NO. 2 IS 0.5 FOOT EAST OF FENCE.  THE MARK IS
 NM1831'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEAVER NO 2 1949.
 NM1831'
 NM1831'AZIMUTH MARK IS 36 FEET EAST OF THE APPROXIMATE CENTERLINE
 NM1831'OF GRAVEL ROAD, 2 FEET SOUTHEAST OF TELEPHONE POLE AND 2 FEET
 NM1831'EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 NM1831'IS STAMPED BEAVER 1949.
 NM1831'
 NM1831'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 12 ONE
 NM1831'BLOCK NORTH OF THE POST OFFICE IN HAWARDEN GO WEST ON GRAVEL
 NM1831'ROAD FOR 1.6 MILES TO T ROAD LEFT AND AZIMUTH MARK IN SOUTHEAST
 NM1831'CORNER OF JUNCTION AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE TO
 NM1831'POINT WHERE GRAVEL ROAD CURVES RIGHT.  GO LEFT ON DRIVEWAY
 NM1831'TO FARMHOUSE FOR 0.15 MILE TO WOODEN GATE.  PASS THROUGH GATE
 NM1831'CROSSING BARNYARD TO ANOTHER WOODEN GATE.  CONTINUE SOUTH
 NM1831'ALONG NARROW LANE AND UP HILL THROUGH PASTURE TO TOP OF RIDGE
 NM1831'AND STATION AS DESCRIBED.
 NM1831'
 NM1831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2393 ***********************************************************************
 PU2393  DESIGNATION -  BEAVER 2
 PU2393  PID         -  PU2393
 PU2393  STATE/COUNTY-  SD/MEADE
 PU2393  COUNTRY     -  US
 PU2393  USGS QUAD   -  DURKEE LAKE (2017)
 PU2393
 PU2393                         *CURRENT SURVEY CONTROL
 PU2393  ______________________________________________________________________
 PU2393* NAD 83(1986) POSITION- 44 57 39.     (N) 102 02 42.     (W)   SCALED
 PU2393* NAVD 88 ORTHO HEIGHT -   758.949 (meters)     2489.99  (feet) ADJUSTED
 PU2393  ______________________________________________________________________
 PU2393  GEOID HEIGHT    -        -19.535 (meters)                     GEOID18
 PU2393  DYNAMIC HEIGHT  -        758.795 (meters)     2489.48  (feet) COMP
 PU2393  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 PU2393
 PU2393  VERT ORDER      -  FIRST     CLASS II
 PU2393
 PU2393.The horizontal coordinates were scaled from a map and have
 PU2393.an estimated accuracy of +/- 6 seconds.
 PU2393
 PU2393.The orthometric height was determined by differential leveling and
 PU2393.adjusted by the NATIONAL GEODETIC SURVEY
 PU2393.in July 1998.
 PU2393
 PU2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2393.GEOID18 height accuracy estimate available here.
 PU2393
 PU2393.Click photographs - Photos may exist for this station.
 PU2393
 PU2393.The dynamic height is computed by dividing the NAVD 88
 PU2393.geopotential number by the normal gravity value computed on the
 PU2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2393.degrees latitude (g = 980.6199 gals.).
 PU2393
 PU2393.The modeled gravity was interpolated from observed gravity values.
 PU2393
 PU2393;                    North         East    Units  Estimated Accuracy
 PU2393;SPC SD N     -   127,330.      438,680.      MT  (+/- 180 meters Scaled)
 PU2393
 PU2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330828(NAD 83)
 PU2393
 PU2393                          SUPERSEDED SURVEY CONTROL
 PU2393
 PU2393  NGVD 29 (04/17/07)  758.38   (m)         2488.1    (f) RESET       3  
 PU2393
 PU2393.Superseded values are not recommended for survey control.
 PU2393
 PU2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2393.See file dsdata.pdf to determine how the superseded data were derived.
 PU2393
 PU2393_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2393_STAMPING: BEAVER 2 1987
 PU2393_MARK LOGO: NGS
 PU2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2393+STABILITY: SURFACE MOTION
 PU2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2393+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2393
 PU2393  HISTORY     - Date     Condition        Report By
 PU2393  HISTORY     - 1987     MONUMENTED       NGS
 PU2393  HISTORY     - 19960711 GOOD             NGS
 PU2393
 PU2393                          STATION DESCRIPTION
 PU2393
 PU2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2393'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2393'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2393'SOUTH, 7.2 KM (4.45 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST IN
 PU2393'FAITH), 54.9 METERS (180 FT) EAST FROM THE CENTER OF STATE HIGHWAY
 PU2393'73, 0.3 METERS (1 FT) WEST FROM A WITNESS POST, IN THE TOP OF A
 PU2393'CONCRETE POST THAT PROJECTS 8 CM. IN THE NW 1/4, SEC 34, T12N, R17E.
 PU2393
 PU2393                          STATION RECOVERY (1996)
 PU2393
 PU2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2393'7.0 KM (4.35 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2393'U.S. HIGHWAY 212 IN FAITH, 77.6 M (254.6 FT) NORTH OF MILEPOST 170,
 PU2393'55.2 M (181.1 FT) EAST OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT)
 PU2393'NORTHEAST OF A UTILITY POLE, 7.2 M (23.6 FT) EAST OF A FENCE, 6.5 M
 PU2393'(21.3 FT) NORTH OF REFERENCE MARK 4, 6.4 M (21.0 FT) SOUTH OF
 PU2393'REFERENCE MARK 3, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 PU2393'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PU2393'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2394 ***********************************************************************
 PU2394  DESIGNATION -  BEAVER 2 RM 3
 PU2394  PID         -  PU2394
 PU2394  STATE/COUNTY-  SD/MEADE
 PU2394  COUNTRY     -  US
 PU2394  USGS QUAD   -  DURKEE LAKE (2017)
 PU2394
 PU2394                         *CURRENT SURVEY CONTROL
 PU2394  ______________________________________________________________________
 PU2394* NAD 83(1986) POSITION- 44 57 40.     (N) 102 02 42.     (W)   SCALED
 PU2394* NAVD 88 ORTHO HEIGHT -   758.924 (meters)     2489.90  (feet) ADJUSTED
 PU2394  ______________________________________________________________________
 PU2394  GEOID HEIGHT    -        -19.535 (meters)                     GEOID18
 PU2394  DYNAMIC HEIGHT  -        758.769 (meters)     2489.39  (feet) COMP
 PU2394  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 PU2394
 PU2394  VERT ORDER      -  FIRST     CLASS II
 PU2394
 PU2394.The horizontal coordinates were scaled from a map and have
 PU2394.an estimated accuracy of +/- 6 seconds.
 PU2394
 PU2394.The orthometric height was determined by differential leveling and
 PU2394.adjusted by the NATIONAL GEODETIC SURVEY
 PU2394.in July 1998.
 PU2394
 PU2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2394.GEOID18 height accuracy estimate available here.
 PU2394
 PU2394.Click photographs - Photos may exist for this station.
 PU2394
 PU2394.The dynamic height is computed by dividing the NAVD 88
 PU2394.geopotential number by the normal gravity value computed on the
 PU2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2394.degrees latitude (g = 980.6199 gals.).
 PU2394
 PU2394.The modeled gravity was interpolated from observed gravity values.
 PU2394
 PU2394;                    North         East    Units  Estimated Accuracy
 PU2394;SPC SD N     -   127,360.      438,680.      MT  (+/- 180 meters Scaled)
 PU2394
 PU2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330828(NAD 83)
 PU2394
 PU2394                          SUPERSEDED SURVEY CONTROL
 PU2394
 PU2394  NGVD 29 (04/17/07)  758.35   (m)         2488.0    (f) RESET       3  
 PU2394
 PU2394.Superseded values are not recommended for survey control.
 PU2394
 PU2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2394.See file dsdata.pdf to determine how the superseded data were derived.
 PU2394
 PU2394_MARKER: DR = REFERENCE MARK DISK
 PU2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2394_STAMPING: BEAVER 2 NO 3 1987
 PU2394_MARK LOGO: NGS
 PU2394_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2394+STABILITY: SURFACE MOTION
 PU2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2394+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2394
 PU2394  HISTORY     - Date     Condition        Report By
 PU2394  HISTORY     - 1987     MONUMENTED       NGS
 PU2394  HISTORY     - 19960711 GOOD             NGS
 PU2394
 PU2394                          STATION DESCRIPTION
 PU2394
 PU2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2394'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST
 PU2394'OFFICE IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY
 PU2394'212, THEN SOUTH, 7.2 KM (4.45 MI) ALONG STATE HIGHWAY 73 (FIFTH
 PU2394'AVENUE WEST IN FAITH), 54.9 METERS (180 FT) EAST FROM THE CENTER
 PU2394'OF STATE HIGHWAY 73, 0.3 METERS (1 FT) WEST FROM A WITNESS POST,
 PU2394'IN THE TOP OF A CONCRETE POST THAT PROJECTS 20 CM. IN THE NW 1/4,
 PU2394'SEC 34, T12N, R17E. 0.65 KM (0.40 MI) NORTH FROM BENCH MARK S 125
 PU2394'RESET.
 PU2394
 PU2394                          STATION RECOVERY (1996)
 PU2394
 PU2394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2394'7.0 KM (4.35 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2394'U.S. HIGHWAY 212 IN FAITH, 84.0 M (275.6 FT) NORTH OF MILEPOST 170,
 PU2394'55.2 M (181.1 FT) EAST OF THE HIGHWAY CENTERLINE, 16.2 M (53.1 FT)
 PU2394'NORTH OF A UTILITY POLE, 6.4 M (21.0 FT) NORTH OF TRIANGULATION
 PU2394'STATION BEAVER 2, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 PU2394'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7
 PU2394'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2392 ***********************************************************************
 PU2392  DESIGNATION -  BEAVER 2 RM 4
 PU2392  PID         -  PU2392
 PU2392  STATE/COUNTY-  SD/MEADE
 PU2392  COUNTRY     -  US
 PU2392  USGS QUAD   -  DURKEE LAKE (2017)
 PU2392
 PU2392                         *CURRENT SURVEY CONTROL
 PU2392  ______________________________________________________________________
 PU2392* NAD 83(1986) POSITION- 44 57 38.     (N) 102 02 42.     (W)   SCALED
 PU2392* NAVD 88 ORTHO HEIGHT -   759.012 (meters)     2490.19  (feet) ADJUSTED
 PU2392  ______________________________________________________________________
 PU2392  GEOID HEIGHT    -        -19.536 (meters)                     GEOID18
 PU2392  DYNAMIC HEIGHT  -        758.858 (meters)     2489.69  (feet) COMP
 PU2392  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 PU2392
 PU2392  VERT ORDER      -  FIRST     CLASS II
 PU2392
 PU2392.The horizontal coordinates were scaled from a map and have
 PU2392.an estimated accuracy of +/- 6 seconds.
 PU2392
 PU2392.The orthometric height was determined by differential leveling and
 PU2392.adjusted by the NATIONAL GEODETIC SURVEY
 PU2392.in July 1998.
 PU2392
 PU2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2392.GEOID18 height accuracy estimate available here.
 PU2392
 PU2392.Click photographs - Photos may exist for this station.
 PU2392
 PU2392.The dynamic height is computed by dividing the NAVD 88
 PU2392.geopotential number by the normal gravity value computed on the
 PU2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2392.degrees latitude (g = 980.6199 gals.).
 PU2392
 PU2392.The modeled gravity was interpolated from observed gravity values.
 PU2392
 PU2392;                    North         East    Units  Estimated Accuracy
 PU2392;SPC SD N     -   127,300.      438,670.      MT  (+/- 180 meters Scaled)
 PU2392
 PU2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330828(NAD 83)
 PU2392
 PU2392                          SUPERSEDED SURVEY CONTROL
 PU2392
 PU2392  NGVD 29 (04/17/07)  758.44   (m)         2488.3    (f) RESET       3  
 PU2392
 PU2392.Superseded values are not recommended for survey control.
 PU2392
 PU2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2392.See file dsdata.pdf to determine how the superseded data were derived.
 PU2392
 PU2392_MARKER: DR = REFERENCE MARK DISK
 PU2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2392_STAMPING: BEAVER 2 NO 4 1987
 PU2392_MARK LOGO: NGS
 PU2392_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2392+STABILITY: SURFACE MOTION
 PU2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2392+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2392
 PU2392  HISTORY     - Date     Condition        Report By
 PU2392  HISTORY     - 1987     MONUMENTED       NGS
 PU2392  HISTORY     - 19960711 GOOD             NGS
 PU2392
 PU2392                          STATION DESCRIPTION
 PU2392
 PU2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2392'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 PU2392'FAITH , THEN WEST, 0.5 KM (0.30 MI) ALONG U. S. HIGHWAY 212, THEN
 PU2392'SOUTH 7.25 KM (4.50 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST IN
 PU2392'FAITH), 54.9 M (180.1 FT) EAST FROM THE CENTER OF 73, 0.3 M (1.0 FT)
 PU2392'EAST FROM A WITNESS POST. IN THE TOP OF A CONCRETE POST THAT PROJECTS
 PU2392'0.15 M (0.5 FT).  IN THE NW 1/4, SECTION 34, T 12 N, R 17 E.
 PU2392'0.65 KM (0.40 MI) NORTH OF S 125 RESET 1987.
 PU2392
 PU2392                          STATION RECOVERY (1996)
 PU2392
 PU2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2392'7.0 KM (4.35 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2392'U.S. HIGHWAY 212 IN FAITH, 71.1 M (233.3 FT) NORTH OF MILEPOST 170,
 PU2392'55.2 M (181.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT)
 PU2392'SOUTH OF TRIANGULATION STATION BEAVER 2, 6.1 M (20.0 FT) NORTHEAST OF
 PU2392'A UTILITY POLE, 6.1 M (20.0 FT) EAST OF A FENCE, 3.0 M (9.8 FT) ABOVE
 PU2392'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 PU2392'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0793 ***********************************************************************
 NM0793  DESIGNATION -  BEAVER AZ MK
 NM0793  PID         -  NM0793
 NM0793  STATE/COUNTY-  SD/UNION
 NM0793  COUNTRY     -  US
 NM0793  USGS QUAD   -  JEFFERSON (2017)
 NM0793
 NM0793                         *CURRENT SURVEY CONTROL
 NM0793  ______________________________________________________________________
 NM0793* NAD 83(1986) POSITION- 42 32 49.     (N) 096 36 20.     (W)   SCALED
 NM0793* NAVD 88 ORTHO HEIGHT -   340.035 (meters)     1115.60  (feet) ADJUSTED
 NM0793  ______________________________________________________________________
 NM0793  GEOID HEIGHT    -        -25.759 (meters)                     GEOID18
 NM0793  DYNAMIC HEIGHT  -        339.927 (meters)     1115.24  (feet) COMP
 NM0793  MODELED GRAVITY -    980,296.0   (mgal)                       NAVD 88
 NM0793
 NM0793  VERT ORDER      -  SECOND    CLASS 0
 NM0793
 NM0793.The horizontal coordinates were scaled from a map and have
 NM0793.an estimated accuracy of +/- 6 seconds.
 NM0793
 NM0793.The orthometric height was determined by differential leveling and
 NM0793.adjusted by the NATIONAL GEODETIC SURVEY
 NM0793.in June 1991.
 NM0793
 NM0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0793.GEOID18 height accuracy estimate available here.
 NM0793
 NM0793.Click photographs - Photos may exist for this station.
 NM0793
 NM0793.The dynamic height is computed by dividing the NAVD 88
 NM0793.geopotential number by the normal gravity value computed on the
 NM0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0793.degrees latitude (g = 980.6199 gals.).
 NM0793
 NM0793.The modeled gravity was interpolated from observed gravity values.
 NM0793
 NM0793;                    North         East    Units  Estimated Accuracy
 NM0793;SPC SD S     -    30,600.      906,110.      MT  (+/- 180 meters Scaled)
 NM0793
 NM0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN965132(NAD 83)
 NM0793
 NM0793                          SUPERSEDED SURVEY CONTROL
 NM0793
 NM0793  NGVD 29 (??/??/92)  339.861  (m)         1115.03   (f) ADJ UNCH    2 0
 NM0793
 NM0793.Superseded values are not recommended for survey control.
 NM0793
 NM0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0793.See file dsdata.pdf to determine how the superseded data were derived.
 NM0793
 NM0793_MARKER: DZ = AZIMUTH MARK DISK
 NM0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0793_STAMPING: BEAVER 1948
 NM0793_MARK LOGO: CGS
 NM0793_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0793+STABILITY: SURFACE MOTION
 NM0793
 NM0793  HISTORY     - Date     Condition        Report By
 NM0793  HISTORY     - 1948     MONUMENTED       CGS
 NM0793
 NM0793                          STATION DESCRIPTION
 NM0793
 NM0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0793'6.3 MI S FROM JEFFERSON.
 NM0793'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0793'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0793'WEST ALONG A PAVED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVEL
 NM0793'ROAD, IN THE SOUTHEAST QUARTER OF A ROAD CROSSING, 32.0 FEET SOUTH
 NM0793'OF THE CENTER LINE OF A EAST-WEST ROAD, 30.0 FEET EAST OF THE
 NM0793'CENTER LINE OF A NORTH-SOUTH ROAD, 4.0 FEET EAST-NORTHEAST OF A
 NM0793'CORNER FENCE POST, 2.0 FEET NORTH OF A FENCE, 2.2 FEET EAST OF A
 NM0793'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 NM0793'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0796 ***********************************************************************
 NM0796  DESIGNATION -  BEAVER RM 1
 NM0796  PID         -  NM0796
 NM0796  STATE/COUNTY-  SD/UNION
 NM0796  COUNTRY     -  US
 NM0796  USGS QUAD   -  JEFFERSON (2017)
 NM0796
 NM0796                         *CURRENT SURVEY CONTROL
 NM0796  ______________________________________________________________________
 NM0796* NAD 83(1986) POSITION- 42 32 49.76   (N) 096 36 04.61   (W)   HD_HELD1
 NM0796* NAVD 88 ORTHO HEIGHT -   339.673 (meters)     1114.41  (feet) ADJUSTED
 NM0796  ______________________________________________________________________
 NM0796  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 NM0796  DYNAMIC HEIGHT  -        339.565 (meters)     1114.06  (feet) COMP
 NM0796  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 NM0796
 NM0796  VERT ORDER      -  SECOND    CLASS 0
 NM0796
 NM0796.The horizontal coordinates were determined by differentially corrected
 NM0796.hand held GPS observations or other comparable positioning techniques
 NM0796.and have an estimated accuracy of +/- 3 meters.
 NM0796
 NM0796.The orthometric height was determined by differential leveling and
 NM0796.adjusted by the NATIONAL GEODETIC SURVEY
 NM0796.in June 1991.
 NM0796
 NM0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0796.GEOID18 height accuracy estimate available here.
 NM0796
 NM0796.Click photographs - Photos may exist for this station.
 NM0796
 NM0796.The dynamic height is computed by dividing the NAVD 88
 NM0796.geopotential number by the normal gravity value computed on the
 NM0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0796.degrees latitude (g = 980.6199 gals.).
 NM0796
 NM0796.The modeled gravity was interpolated from observed gravity values.
 NM0796
 NM0796;                    North         East    Units  Estimated Accuracy
 NM0796;SPC SD S     -    30,641.1     906,461.8     MT  (+/- 3 meters HH1 GPS) 
 NM0796
 NM0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9695013317(NAD 83)
 NM0796
 NM0796                          SUPERSEDED SURVEY CONTROL
 NM0796
 NM0796  NGVD 29 (??/??/92)  339.499  (m)         1113.84   (f) ADJ UNCH    2 0
 NM0796
 NM0796.Superseded values are not recommended for survey control.
 NM0796
 NM0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0796.See file dsdata.pdf to determine how the superseded data were derived.
 NM0796
 NM0796_MARKER: DR = REFERENCE MARK DISK
 NM0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0796_STAMPING: BEAVER NO 1 1948
 NM0796_MARK LOGO: CGS
 NM0796_PROJECTION: FLUSH
 NM0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0796+STABILITY: SURFACE MOTION
 NM0796
 NM0796  HISTORY     - Date     Condition        Report By
 NM0796  HISTORY     - 1948     MONUMENTED       CGS
 NM0796
 NM0796                          STATION DESCRIPTION
 NM0796
 NM0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0796'6.6 MI S FROM JEFFERSON.
 NM0796'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0796'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0796'WEST ALONG A PAVED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVEL
 NM0796'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVEL ROAD, 50.4 FEET SOUTH
 NM0796'OF TRIANGULATION STATION BEAVER, 28.0 FEET SOUTH OF THE CENTER
 NM0796'LINE OF A EAST-WEST ROAD, 37.0 FEET SOUTHWEST OF THE INTERSECTION
 NM0796'OF THE CENTER LINES OF THE EAST-WEST ROAD AND THE PRIVATE ROAD,
 NM0796'10.0 FEET WEST OF POWER LINE POLE NO. 7 B 4, 0.7 FOOT NORTH OF
 NM0796'THE SOUTH RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST
 NM0796'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0795 ***********************************************************************
 NM0795  DESIGNATION -  BEAVER RM 2
 NM0795  PID         -  NM0795
 NM0795  STATE/COUNTY-  SD/UNION
 NM0795  COUNTRY     -  US
 NM0795  USGS QUAD   -  JEFFERSON (2017)
 NM0795
 NM0795                         *CURRENT SURVEY CONTROL
 NM0795  ______________________________________________________________________
 NM0795* NAD 83(1986) POSITION- 42 32 50.32   (N) 096 36 05.11   (W)   HD_HELD1
 NM0795* NAVD 88 ORTHO HEIGHT -   339.661 (meters)     1114.37  (feet) ADJUSTED
 NM0795  ______________________________________________________________________
 NM0795  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 NM0795  DYNAMIC HEIGHT  -        339.554 (meters)     1114.02  (feet) COMP
 NM0795  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 NM0795
 NM0795  VERT ORDER      -  SECOND    CLASS 0
 NM0795
 NM0795.The horizontal coordinates were determined by differentially corrected
 NM0795.hand held GPS observations or other comparable positioning techniques
 NM0795.and have an estimated accuracy of +/- 3 meters.
 NM0795
 NM0795.The orthometric height was determined by differential leveling and
 NM0795.adjusted by the NATIONAL GEODETIC SURVEY
 NM0795.in June 1991.
 NM0795
 NM0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0795.GEOID18 height accuracy estimate available here.
 NM0795
 NM0795.Click photographs - Photos may exist for this station.
 NM0795
 NM0795.The dynamic height is computed by dividing the NAVD 88
 NM0795.geopotential number by the normal gravity value computed on the
 NM0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0795.degrees latitude (g = 980.6199 gals.).
 NM0795
 NM0795.The modeled gravity was interpolated from observed gravity values.
 NM0795
 NM0795;                    North         East    Units  Estimated Accuracy
 NM0795;SPC SD S     -    30,657.8     906,449.6     MT  (+/- 3 meters HH1 GPS) 
 NM0795
 NM0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9693813334(NAD 83)
 NM0795
 NM0795                          SUPERSEDED SURVEY CONTROL
 NM0795
 NM0795  NGVD 29 (??/??/92)  339.488  (m)         1113.80   (f) ADJ UNCH    2 0
 NM0795
 NM0795.Superseded values are not recommended for survey control.
 NM0795
 NM0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0795.See file dsdata.pdf to determine how the superseded data were derived.
 NM0795
 NM0795_MARKER: DR = REFERENCE MARK DISK
 NM0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0795_STAMPING: BEAVER NO 2 1948
 NM0795_MARK LOGO: CGS
 NM0795_PROJECTION: FLUSH
 NM0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0795+STABILITY: SURFACE MOTION
 NM0795
 NM0795  HISTORY     - Date     Condition        Report By
 NM0795  HISTORY     - 1948     MONUMENTED       CGS
 NM0795
 NM0795                          STATION DESCRIPTION
 NM0795
 NM0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0795'6.6 MI S FROM JEFFERSON.
 NM0795'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0795'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0795'WEST ALONG A PAVED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVEL
 NM0795'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVEL ROAD, 39.9 FEET WEST
 NM0795'OF TRIANGULATION STATION BEAVER, 62.0 FEET WEST OF THE CENTER LINE
 NM0795'OF A PRIVATE ROAD, 30.0 FEET NORTH OF THE CENTER LINE OF A
 NM0795'EAST-WEST ROAD, IN THE NORTH RIGHT-OF-WAY FENCE LINE, SET IN THE
 NM0795'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0759 ***********************************************************************
 OT0759  DESIGNATION -  BELL
 OT0759  PID         -  OT0759
 OT0759  STATE/COUNTY-  SD/SHANNON
 OT0759  COUNTRY     -  US
 OT0759  USGS QUAD   -  PINE RIDGE (2017)
 OT0759
 OT0759                         *CURRENT SURVEY CONTROL
 OT0759  ______________________________________________________________________
 OT0759* NAD 83(1996) POSITION- 43 06 42.11258(N) 102 31 44.09416(W)   ADJUSTED
 OT0759* NAVD 88 ORTHO HEIGHT -  1133.8   (meters)     3720.    (feet) VERTCON3
 OT0759  ______________________________________________________________________
 OT0759  GEOID HEIGHT    -        -18.164 (meters)                     GEOID18
 OT0759  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 OT0759  HORZ ORDER      -  FIRST
 OT0759
 OT0759.The horizontal coordinates were established by classical geodetic methods
 OT0759.and adjusted by the National Geodetic Survey in January 1998.
 OT0759
 OT0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0759
 OT0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0759.GEOID18 height accuracy estimate available here.
 OT0759
 OT0759.Click photographs - Photos may exist for this station.
 OT0759
 OT0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0759
 OT0759. The following values were computed from the NAD 83(1996) position.
 OT0759
 OT0759;                    North         East     Units Scale Factor Converg.
 OT0759;SPC SD S     -    88,831.319   421,325.292   MT  0.99994572   -1 30 52.7
 OT0759;SPC SD S     -   291,440.75  1,382,298.06   sFT  0.99994572   -1 30 52.7
 OT0759;UTM  13      - 4,776,182.763   701,053.041   MT  1.00009729   +1 41 21.7
 OT0759
 OT0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0759!SPC SD S     -   0.99982507  x   0.99994572  =   0.99977080
 OT0759!UTM  13      -   0.99982507  x   1.00009729  =   0.99992234
 OT0759
 OT0759:                Primary Azimuth Mark                     Grid Az
 OT0759:SPC SD S     -  BELL AZ MK                               247 03 49.4
 OT0759:UTM  13      -  BELL AZ MK                               243 51 35.0
 OT0759
 OT0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0105376182(NAD 83)
 OT0759
 OT0759|---------------------------------------------------------------------|
 OT0759| PID    Reference Object                     Distance      Geod. Az  |
 OT0759|                                                           dddmmss.s |
 OT0759| CP9612 BELL RM 2                            21.769 METERS 01722     |
 OT0759| CP9610 BELL AZ MK                                         2453256.7 |
 OT0759| CP9611 BELL RM 1                            16.423 METERS 30620     |
 OT0759|---------------------------------------------------------------------|
 OT0759
 OT0759                          SUPERSEDED SURVEY CONTROL
 OT0759
 OT0759  NAD 83(1995)-  43 06 42.11211(N)    102 31 44.09454(W) AD(       ) 1
 OT0759  NAD 83(1993)-  43 06 42.10461(N)    102 31 44.09544(W) AD(       ) 1
 OT0759  NAD 83(1986)-  43 06 42.10103(N)    102 31 44.09411(W) AD(       ) 1
 OT0759  NAD 27      -  43 06 42.15300(N)    102 31 42.50000(W) AD(       ) 1
 OT0759  NGVD 29 (07/19/86) 1133.3    (m)         3718.     (f) VERT ANG       
 OT0759
 OT0759.Superseded values are not recommended for survey control.
 OT0759
 OT0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0759.See file dsdata.pdf to determine how the superseded data were derived.
 OT0759
 OT0759_MARKER: DS = TRIANGULATION STATION DISK
 OT0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0759_STAMPING: BELL 1934
 OT0759_MARK LOGO: CGS
 OT0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0759+STABILITY: SURFACE MOTION
 OT0759
 OT0759  HISTORY     - Date     Condition        Report By
 OT0759  HISTORY     - 1934     MONUMENTED       CGS
 OT0759  HISTORY     - 1936     GOOD             CGS
 OT0759
 OT0759                          STATION DESCRIPTION
 OT0759
 OT0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0759'THIS STATION IS LOCATED ABOUT 9 MILES SSW OF MANDERSON AND
 OT0759'6 MILES N OF PINE RIDGE ON THE HIGHEST POINT OF A HIGH GRASS-COVERED
 OT0759'HILL, IN NW 1/4 OF SEC. 8, T 36 N, R 44 W, AND ON LAND OWNED
 OT0759'BY MRS. E.J. BELL, WHOSE HOUSE IS ABOUT 1/4 MILE NE OF THE
 OT0759'STATION.
 OT0759'
 OT0759'SURFACE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0759'BRONZE DISKS SET IN CONCRETE.
 OT0759'
 OT0759'THE STATION MARK PROJECTS 8 INCHES AND IS 100 YARDS SE OF
 OT0759'THE MANDERSON-PINE RIDGE GRADED ROAD.
 OT0759'
 OT0759'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS NW OF STATION.
 OT0759'
 OT0759'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND IS NNE OF STATION.
 OT0759'
 OT0759'AZIMUTH MARK PROJECTS 4 INCHES AND IS WSW OF STATION, ON A
 OT0759'GRASS-COVERED HILL, AND 150 FEET S OF THE GRADED ROAD MENTIONED
 OT0759'ABOVE, AND BY ROAD IS 0.6 MILE FROM STATION.
 OT0759'
 OT0759'TO REACH THE STATION FROM MANDERSON, GO S FROM THE POST OFFICE
 OT0759'50 YARDS TO A FORKS. TAKE THE RIGHT FORK, PINE RIDGE ROAD, AND
 OT0759'FOLLOW MAIN GRADED ROAD 8.0 MILES TO A WINDMILL AND HOUSE IN
 OT0759'COULEE ON E SIDE OF ROAD.  CONTINUE ON MAIN ROAD 1.5 MILES TO
 OT0759'A POINT WHERE ROAD TURNS SHARP TO THE RIGHT.  (THIS POINT IS
 OT0759'100 YARDS SW OF BELLS HOUSE, SIDED WITH BLACK TAR PAPER).
 OT0759'CONTINUE ON MAIN ROAD 0.2 MILE TO TOP OF SHORT GRADE.  HERE
 OT0759'LEAVE ROAD, TURN LEFT AND GO 100 YARDS TO TOP OF HILL AND
 OT0759'STATION.  TO REACH THE STATION FROM PINE RIDGE POST OFFICE,
 OT0759'FOLLOW U.S. HIGHWAY 18 3.6 MILES NW TO A GRADED ROAD ON THE
 OT0759'RIGHT.  (THERE IS A SIGN MANDERSON AND ROCKY FORD AT THIS
 OT0759'POINT WHICH IS ABOUT 100 YARDS E OF A CEMETERY AND CATHOLIC
 OT0759'MISSION BUILDINGS).  HERE TURN RIGHT ON TO GRADED ROAD AND
 OT0759'FOLLOW IT NE ALONG DIVIDE 3.9 MILES TO TOP OF GRADE
 OT0759'MENTIONED ABOVE.  THEN TURN RIGHT AND GO 100 YARDS TO TOP
 OT0759'OF HILL AND STATION ABOVE.
 OT0759'
 OT0759'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 OT0759
 OT0759                          STATION RECOVERY (1936)
 OT0759
 OT0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JTD)
 OT0759'THIS STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 OT0759'FOUND TO BE IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 OT0759'BY OBSERVING PARTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1749 ***********************************************************************
 PU1749  DESIGNATION -  BELLE AZ MK
 PU1749  PID         -  PU1749
 PU1749  STATE/COUNTY-  SD/BUTTE
 PU1749  COUNTRY     -  US
 PU1749  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1749
 PU1749                         *CURRENT SURVEY CONTROL
 PU1749  ______________________________________________________________________
 PU1749* NAD 83(1986) POSITION- 44 41 28.     (N) 103 51 20.     (W)   SCALED
 PU1749* NAVD 88 ORTHO HEIGHT -   938.156 (meters)     3077.93  (feet) ADJUSTED
 PU1749  ______________________________________________________________________
 PU1749  GEOID HEIGHT    -        -15.376 (meters)                     GEOID18
 PU1749  DYNAMIC HEIGHT  -        937.897 (meters)     3077.08  (feet) COMP
 PU1749  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 PU1749
 PU1749  VERT ORDER      -  FIRST     CLASS II
 PU1749
 PU1749.The horizontal coordinates were scaled from a map and have
 PU1749.an estimated accuracy of +/- 6 seconds.
 PU1749
 PU1749.The orthometric height was determined by differential leveling and
 PU1749.adjusted by the NATIONAL GEODETIC SURVEY
 PU1749.in June 1991.
 PU1749
 PU1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1749.GEOID18 height accuracy estimate available here.
 PU1749
 PU1749.Click photographs - Photos may exist for this station.
 PU1749
 PU1749.The dynamic height is computed by dividing the NAVD 88
 PU1749.geopotential number by the normal gravity value computed on the
 PU1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1749.degrees latitude (g = 980.6199 gals.).
 PU1749
 PU1749.The modeled gravity was interpolated from observed gravity values.
 PU1749
 PU1749;                    North         East    Units  Estimated Accuracy
 PU1749;SPC SD N     -   102,590.      294,500.      MT  (+/- 180 meters Scaled)
 PU1749
 PU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK906492(NAD 83)
 PU1749
 PU1749                          SUPERSEDED SURVEY CONTROL
 PU1749
 PU1749  NGVD 29 (??/??/92)  937.670  (m)         3076.34   (f) ADJ UNCH    1 2
 PU1749
 PU1749.Superseded values are not recommended for survey control.
 PU1749
 PU1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1749.See file dsdata.pdf to determine how the superseded data were derived.
 PU1749
 PU1749_MARKER: DZ = AZIMUTH MARK DISK
 PU1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1749_STAMPING: BELLE 1950
 PU1749_MARK LOGO: CGS
 PU1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1749+STABILITY: SURFACE MOTION
 PU1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1749+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1749
 PU1749  HISTORY     - Date     Condition        Report By
 PU1749  HISTORY     - 1950     MONUMENTED       CGS
 PU1749  HISTORY     - 1962     GOOD             CGS
 PU1749  HISTORY     - 19951116 GOOD             NGS
 PU1749
 PU1749                          STATION DESCRIPTION
 PU1749
 PU1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1749'1.6 MI N FROM BELLE FOURCHE.
 PU1749'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1749'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.2 MILE
 PU1749'WEST ALONG A DIRT ROAD, IN SECTION 34, T 9 N, R 2 E, 33 FEET NORTH
 PU1749'OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF A FENCE, 0.4 MILE
 PU1749'EAST OF BELLE 1950, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PU1749'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1749'6-INCHES.
 PU1749
 PU1749                          STATION RECOVERY (1995)
 PU1749
 PU1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1749'1.6 KM (1.00 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1749'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.9 KM (0.55 MI)
 PU1749'EASTERLY ALONG A DIRT ROAD, 10.1 M (33.1 FT) NORTH OF AND LEVEL WITH
 PU1749'THE ROAD CENTER, 7.7 M (25.3 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.8
 PU1749'M (2.6 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 PU1749'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1185 ***********************************************************************
 PU1185  DESIGNATION -  BELLE FOURCHE BR
 PU1185  PID         -  PU1185
 PU1185  STATE/COUNTY-  SD/MEADE
 PU1185  COUNTRY     -  US
 PU1185  USGS QUAD   -  VOLUNTEER (2017)
 PU1185
 PU1185                         *CURRENT SURVEY CONTROL
 PU1185  ______________________________________________________________________
 PU1185* NAD 83(1986) POSITION- 44 30 47.     (N) 103 08 12.     (W)   SCALED
 PU1185* NAVD 88 ORTHO HEIGHT -   778.290 (meters)     2553.44  (feet) ADJUSTED
 PU1185  ______________________________________________________________________
 PU1185  GEOID HEIGHT    -        -16.987 (meters)                     GEOID18
 PU1185  DYNAMIC HEIGHT  -        778.081 (meters)     2552.75  (feet) COMP
 PU1185  MODELED GRAVITY -    980,323.9   (mgal)                       NAVD 88
 PU1185
 PU1185  VERT ORDER      -  SECOND    CLASS 0
 PU1185
 PU1185.The horizontal coordinates were scaled from a map and have
 PU1185.an estimated accuracy of +/- 6 seconds.
 PU1185
 PU1185.The orthometric height was determined by differential leveling and
 PU1185.adjusted by the NATIONAL GEODETIC SURVEY
 PU1185.in June 1991.
 PU1185
 PU1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1185.GEOID18 height accuracy estimate available here.
 PU1185
 PU1185.Click photographs - Photos may exist for this station.
 PU1185
 PU1185.The dynamic height is computed by dividing the NAVD 88
 PU1185.geopotential number by the normal gravity value computed on the
 PU1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1185.degrees latitude (g = 980.6199 gals.).
 PU1185
 PU1185.The modeled gravity was interpolated from observed gravity values.
 PU1185
 PU1185;                    North         East    Units  Estimated Accuracy
 PU1185;SPC SD N     -    80,360.      350,670.      MT  (+/- 180 meters Scaled)
 PU1185
 PU1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK480305(NAD 83)
 PU1185
 PU1185                          SUPERSEDED SURVEY CONTROL
 PU1185
 PU1185  NGVD 29 (??/??/92)  777.805  (m)         2551.85   (f) ADJ UNCH    2 0
 PU1185
 PU1185.Superseded values are not recommended for survey control.
 PU1185
 PU1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1185.See file dsdata.pdf to determine how the superseded data were derived.
 PU1185
 PU1185_MARKER: P = PIPE CAP
 PU1185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1185_STAMPING: 2555
 PU1185_MARK LOGO: USGS
 PU1185_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1185
 PU1185  HISTORY     - Date     Condition        Report By
 PU1185  HISTORY     - 1904     MONUMENTED       USGS
 PU1185  HISTORY     - 1934     GOOD             CGS
 PU1185  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1185
 PU1185                          STATION DESCRIPTION
 PU1185
 PU1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1185'22.4 MI E FROM STURGIS.
 PU1185'22.4 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1185'AT STURGIS, AT THE BRIDGE OVER BELLE FOURCHE RIVER, AND AT THE
 PU1185'NORTHEAST CORNER OF SEC. 3, T 6 N, R 8 E.  A USGS STANDARD CAP,
 PU1185'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 PU1185
 PU1185                          STATION RECOVERY (1963)
 PU1185
 PU1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2373 ***********************************************************************
 PU2373  DESIGNATION -  BELLE FOURCHE CO CTHSE DOME
 PU2373  PID         -  PU2373
 PU2373  STATE/COUNTY-  SD/BUTTE
 PU2373  COUNTRY     -  US
 PU2373  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2373
 PU2373                         *CURRENT SURVEY CONTROL
 PU2373  ______________________________________________________________________
 PU2373* NAD 83(1996) POSITION- 44 40 07.13715(N) 103 51 11.42423(W)   ADJUSTED
 PU2373  ______________________________________________________________________
 PU2373  GEOID HEIGHT    -        -15.327 (meters)                     GEOID18
 PU2373  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 PU2373  HORZ ORDER      -  THIRD
 PU2373
 PU2373.The horizontal coordinates were established by classical geodetic methods
 PU2373.and adjusted by the National Geodetic Survey in January 1998.
 PU2373
 PU2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2373.GEOID18 height accuracy estimate available here.
 PU2373
 PU2373.Click photographs - Photos may exist for this station.
 PU2373
 PU2373.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2373
 PU2373. The following values were computed from the NAD 83(1996) position.
 PU2373
 PU2373;                    North         East     Units Scale Factor Converg.
 PU2373;SPC SD N     -   100,091.998   294,570.693   MT  0.99996127   -2 43 37.3
 PU2373;SPC SD N     -   328,385.16    966,437.35   sFT  0.99996127   -2 43 37.3
 PU2373;UTM  13      - 4,946,782.232   590,907.004   MT  0.99970162   +0 48 22.6
 PU2373
 PU2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9090746782(NAD 83)
 PU2373
 PU2373                          SUPERSEDED SURVEY CONTROL
 PU2373
 PU2373  NAD 83(1993)-  44 40 07.13178(N)    103 51 11.42542(W) AD(       ) 3
 PU2373  NAD 83(1986)-  44 40 07.12682(N)    103 51 11.41729(W) AD(       ) 3
 PU2373  NAD 27      -  44 40 07.18500(N)    103 51 09.68500(W) AD(       ) 3
 PU2373
 PU2373.Superseded values are not recommended for survey control.
 PU2373
 PU2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2373.See file dsdata.pdf to determine how the superseded data were derived.
 PU2373
 PU2373_MARKER: 87 = DOME
 PU2373
 PU2373  HISTORY     - Date     Condition        Report By
 PU2373  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2373
 PU2373                          STATION DESCRIPTION
 PU2373
 PU2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2373'THE STATION IS LOCATED IN THE CITY OF BELLE FOURCHE.  IT IS A
 PU2373'BRICK STRUCTURE HAVING A LARGE DOME ON THE TOP.  THE DOME IS
 PU2373'PAINTED GREEN.  THE OVER ALL HEIGHT IS ABOUT 90 FEET.  THE
 PU2373'POINT OBSERVED WAS THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2372 ***********************************************************************
 PU2372  DESIGNATION -  BELLE FOURCHE RAD STA KBFS MST
 PU2372  PID         -  PU2372
 PU2372  STATE/COUNTY-  SD/BUTTE
 PU2372  COUNTRY     -  US
 PU2372  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2372
 PU2372                         *CURRENT SURVEY CONTROL
 PU2372  ______________________________________________________________________
 PU2372* NAD 83(1996) POSITION- 44 40 01.12580(N) 103 51 22.96394(W)   ADJUSTED
 PU2372  ______________________________________________________________________
 PU2372  GEOID HEIGHT    -        -15.317 (meters)                     GEOID18
 PU2372  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 PU2372  HORZ ORDER      -  THIRD
 PU2372
 PU2372.The horizontal coordinates were established by classical geodetic methods
 PU2372.and adjusted by the National Geodetic Survey in January 1998.
 PU2372
 PU2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2372.GEOID18 height accuracy estimate available here.
 PU2372
 PU2372.Click photographs - Photos may exist for this station.
 PU2372
 PU2372.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2372
 PU2372. The following values were computed from the NAD 83(1996) position.
 PU2372
 PU2372;                    North         East     Units Scale Factor Converg.
 PU2372;SPC SD N     -    99,918.755   294,307.961   MT  0.99996147   -2 43 45.5
 PU2372;SPC SD N     -   327,816.78    965,575.37   sFT  0.99996147   -2 43 45.5
 PU2372;UTM  13      - 4,946,593.176   590,655.514   MT  0.99970106   +0 48 14.4
 PU2372
 PU2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9065546593(NAD 83)
 PU2372
 PU2372                          SUPERSEDED SURVEY CONTROL
 PU2372
 PU2372  NAD 83(1993)-  44 40 01.12044(N)    103 51 22.96518(W) AD(       ) 3
 PU2372  NAD 83(1986)-  44 40 01.11548(N)    103 51 22.95718(W) AD(       ) 3
 PU2372  NAD 27      -  44 40 01.17300(N)    103 51 21.22200(W) AD(       ) 3
 PU2372
 PU2372.Superseded values are not recommended for survey control.
 PU2372
 PU2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2372.See file dsdata.pdf to determine how the superseded data were derived.
 PU2372
 PU2372_MARKER: 42 = RADIO/TV MAST
 PU2372
 PU2372  HISTORY     - Date     Condition        Report By
 PU2372  HISTORY     - 1962     FIRST OBSERVED   CGS
 PU2372
 PU2372                          STATION DESCRIPTION
 PU2372
 PU2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2372'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE BUTTE COUNTY
 PU2372'ROUND UP GROUNDS.  ON THE WEST SIDE OF BELLE FOURCHE.
 PU2372'
 PU2372'IT IS A TRIANGULAR STEEL STRUCTURE, PAINTED ALTERNATELY RED AND
 PU2372'WHITE.  IT IS APPROXIMATELY 150 FEET IN HEIGHT WITH A RED
 PU2372'LIGHT ON THE TOP.
 PU2372'
 PU2372'TOP AND CENTER OF THE MAST WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1752 ***********************************************************************
 PU1752  DESIGNATION -  BELLE RM 2
 PU1752  PID         -  PU1752
 PU1752  STATE/COUNTY-  SD/BUTTE
 PU1752  COUNTRY     -  US
 PU1752  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1752
 PU1752                         *CURRENT SURVEY CONTROL
 PU1752  ______________________________________________________________________
 PU1752* NAD 83(1986) POSITION- 44 41 27.14   (N) 103 51 51.49   (W)   HD_HELD1
 PU1752* NAVD 88 ORTHO HEIGHT -   972.088 (meters)     3189.26  (feet) ADJUSTED
 PU1752  ______________________________________________________________________
 PU1752  GEOID HEIGHT    -        -15.359 (meters)                     GEOID18
 PU1752  DYNAMIC HEIGHT  -        971.813 (meters)     3188.36  (feet) COMP
 PU1752  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 PU1752
 PU1752  VERT ORDER      -  FIRST     CLASS II
 PU1752
 PU1752.The horizontal coordinates were determined by differentially corrected
 PU1752.hand held GPS observations or other comparable positioning techniques
 PU1752.and have an estimated accuracy of +/- 3 meters.
 PU1752
 PU1752.The orthometric height was determined by differential leveling and
 PU1752.adjusted by the NATIONAL GEODETIC SURVEY
 PU1752.in July 1998.
 PU1752
 PU1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1752.GEOID18 height accuracy estimate available here.
 PU1752
 PU1752.Click photographs - Photos may exist for this station.
 PU1752
 PU1752.The dynamic height is computed by dividing the NAVD 88
 PU1752.geopotential number by the normal gravity value computed on the
 PU1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1752.degrees latitude (g = 980.6199 gals.).
 PU1752
 PU1752.The modeled gravity was interpolated from observed gravity values.
 PU1752
 PU1752;                    North         East    Units  Estimated Accuracy
 PU1752;SPC SD N     -   102,600.7     293,807.0     MT  (+/- 3 meters HH1 GPS) 
 PU1752
 PU1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8999049238(NAD 83)
 PU1752
 PU1752                          SUPERSEDED SURVEY CONTROL
 PU1752
 PU1752  NAVD 88 (06/15/91)  972.079  (m)         3189.23   (f) SUPERSEDED  1 2
 PU1752  NGVD 29 (??/??/92)  971.588  (m)         3187.62   (f) ADJ UNCH    1 2
 PU1752
 PU1752.Superseded values are not recommended for survey control.
 PU1752
 PU1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1752.See file dsdata.pdf to determine how the superseded data were derived.
 PU1752
 PU1752_MARKER: DR = REFERENCE MARK DISK
 PU1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1752_STAMPING: BELLE NO 2 1950
 PU1752_MARK LOGO: CGS
 PU1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1752+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1752
 PU1752  HISTORY     - Date     Condition        Report By
 PU1752  HISTORY     - 1950     MONUMENTED       CGS
 PU1752  HISTORY     - 1962     GOOD             CGS
 PU1752  HISTORY     - 19951116 GOOD             NGS
 PU1752
 PU1752                          STATION DESCRIPTION
 PU1752
 PU1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1752'2 MI NW FROM BELLE FOURCHE.
 PU1752'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1752'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.6 MILE
 PU1752'WEST ALONG A DIRT ROAD, AT THE CREST OF A HILL AND AT A RADIO
 PU1752'TOWER IN SECTION 3, T 8 N, R 2 E, 79 FEET SOUTH OF THE CENTER LINE
 PU1752'OF THE ROAD, 39.3 FEET SOUTH OF BELLE 1950, 35 FEET WEST OF THE
 PU1752'NORTHEAST ONE OF 3 SMALL RADIO TOWERS, 4 FEET WEST OF A FENCE,
 PU1752'ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 PU1752'A CONCRETE POST PROJECTING 8-INCHES.
 PU1752
 PU1752                          STATION RECOVERY (1995)
 PU1752
 PU1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1752'1.6 KM (1.00 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1752'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.3 KM (0.20 MI)
 PU1752'EASTERLY ALONG A DIRT ROAD, ON THE HIGHEST POINT OF A HILL, 24.1 M
 PU1752'(79.1 FT) SOUTH OF THE ROAD CENTER, 12.0 M (39.4 FT) SOUTH OF
 PU1752'TRIANGULATION STATION BELLE, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE
 PU1752'ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PU1752'SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO SURFACE MOTION.
 PU1752'VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING AND SWELLING OF A
 PU1752'SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0401 ***********************************************************************
 QQ0401  DESIGNATION -  BELT
 QQ0401  PID         -  QQ0401
 QQ0401  STATE/COUNTY-  SD/GRANT
 QQ0401  COUNTRY     -  US
 QQ0401  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0401
 QQ0401                         *CURRENT SURVEY CONTROL
 QQ0401  ______________________________________________________________________
 QQ0401* NAD 83(1996) POSITION- 45 14 09.06591(N) 097 06 10.87830(W)   ADJUSTED
 QQ0401* NAVD 88 ORTHO HEIGHT -   581.    (meters)     1906.    (feet) SCALED
 QQ0401  ______________________________________________________________________
 QQ0401  GEOID HEIGHT    -        -25.291 (meters)                     GEOID18
 QQ0401  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 QQ0401  HORZ ORDER      -  THIRD
 QQ0401
 QQ0401.The horizontal coordinates were established by classical geodetic methods
 QQ0401.and adjusted by the National Geodetic Survey in January 1998.
 QQ0401
 QQ0401.The orthometric height was scaled from a topographic map.
 QQ0401
 QQ0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0401.GEOID18 height accuracy estimate available here.
 QQ0401
 QQ0401.Click photographs - Photos may exist for this station.
 QQ0401
 QQ0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0401
 QQ0401. The following values were computed from the NAD 83(1996) position.
 QQ0401
 QQ0401;                    North         East     Units Scale Factor Converg.
 QQ0401;SPC SD N     -   159,921.692   827,417.308   MT  0.99994429   +2 03 01.1
 QQ0401;SPC SD N     -   524,676.42  2,714,618.28   sFT  0.99994429   +2 03 01.1
 QQ0401;UTM  14      - 5,010,901.473   648,896.068   MT  0.99987260   +1 20 49.6
 QQ0401
 QQ0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0401!SPC SD N     -   0.99991284  x   0.99994429  =   0.99985713
 QQ0401!UTM  14      -   0.99991284  x   0.99987260  =   0.99978545
 QQ0401
 QQ0401:                Primary Azimuth Mark                     Grid Az
 QQ0401:SPC SD N     -  BELT AZ MK                               174 51 02.8
 QQ0401:UTM  14      -  BELT AZ MK                               175 33 14.3
 QQ0401
 QQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4889610901(NAD 83)
 QQ0401
 QQ0401|---------------------------------------------------------------------|
 QQ0401| PID    Reference Object                     Distance      Geod. Az  |
 QQ0401|                                                           dddmmss.s |
 QQ0401| CO4346 BELT AZ MK                                         1765403.9 |
 QQ0401| CO4347 BELT RM 1                             7.545 METERS 27154     |
 QQ0401| CO4348 BELT RM 2                            12.797 METERS 35340     |
 QQ0401|---------------------------------------------------------------------|
 QQ0401
 QQ0401                          SUPERSEDED SURVEY CONTROL
 QQ0401
 QQ0401  NAD 83(1986)-  45 14 09.06669(N)    097 06 10.86143(W) AD(       ) 3
 QQ0401  NAD 27      -  45 14 09.20316(N)    097 06 09.57521(W) AD(       ) 3
 QQ0401
 QQ0401.Superseded values are not recommended for survey control.
 QQ0401
 QQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0401.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0401
 QQ0401_MARKER: DS = TRIANGULATION STATION DISK
 QQ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0401_STAMPING: BELT 1952
 QQ0401_MARK LOGO: CGS
 QQ0401_PROJECTION: FLUSH
 QQ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0401+STABILITY: SURFACE MOTION
 QQ0401
 QQ0401  HISTORY     - Date     Condition        Report By
 QQ0401  HISTORY     - 1952     MONUMENTED       CGS
 QQ0401
 QQ0401                          STATION DESCRIPTION
 QQ0401
 QQ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0401'THE STATION IS ABOUT 8 MILES SOUTHEAST OF ORTLEY, 6 MILES
 QQ0401'SOUTHWEST OF SUMMIT, IN SECTION 25, T 12 N, R 52 W, ON THE HIGHWAY
 QQ0401'RIGHT-OF-WAY, 39 FEET WEST OF CENTER OF U.S. HIGHWAY 81, AND 35
 QQ0401'FEET SOUTH OF A TELEPHONE POLE.
 QQ0401'
 QQ0401'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND
 QQ0401'81 ABOUT 4-1/2 MILES EAST OF ORTLEY, GO SOUTH ON HIGHWAY 81 FOR
 QQ0401'6.0 MILES TO A CROSS ROAD, CONTINUE SOUTH FOR 0.2 MILE TO THE
 QQ0401'STATION ON RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK
 QQ0401'ON LEFT.
 QQ0401'
 QQ0401'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0401'STAMPED BELT 1952.
 QQ0401'
 QQ0401'REFERENCE MARK 1 IS 40 FEET SOUTHWEST OF A TELEPHONE POLE.  THE
 QQ0401'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BELT NO 1
 QQ0401'1952.
 QQ0401'
 QQ0401'REFERENCE MARK 2 IS 2 FEET EAST OF A TELEPHONE POLE.  THE MARK IS
 QQ0401'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BELT NO 2 1952.
 QQ0401'
 QQ0401'THE AZIMUTH MARK IS 47 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 QQ0401'81, 4 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A 4 X 4 INCH
 QQ0401'WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 QQ0401'6 INCHES, AND THE DISK IS STAMPED BELT 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1007 ***********************************************************************
 PR1007  DESIGNATION -  BELT
 PR1007  PID         -  PR1007
 PR1007  STATE/COUNTY-  SD/BROOKINGS
 PR1007  COUNTRY     -  US
 PR1007  USGS QUAD   -  ESTELLINE SE (2017)
 PR1007
 PR1007                         *CURRENT SURVEY CONTROL
 PR1007  ______________________________________________________________________
 PR1007* NAD 83(1996) POSITION- 44 31 08.40776(N) 096 45 59.17547(W)   ADJUSTED
 PR1007* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 PR1007  ______________________________________________________________________
 PR1007  GEOID HEIGHT    -        -25.076 (meters)                     GEOID18
 PR1007  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 PR1007  HORZ ORDER      -  SECOND
 PR1007
 PR1007.The horizontal coordinates were established by classical geodetic methods
 PR1007.and adjusted by the National Geodetic Survey in January 1998.
 PR1007
 PR1007.The orthometric height was scaled from a topographic map.
 PR1007
 PR1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1007.GEOID18 height accuracy estimate available here.
 PR1007
 PR1007.Click photographs - Photos may exist for this station.
 PR1007
 PR1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1007
 PR1007. The following values were computed from the NAD 83(1996) position.
 PR1007
 PR1007;                    North         East     Units Scale Factor Converg.
 PR1007;SPC SD N     -    81,326.568   857,007.273   MT  0.99998197   +2 17 18.7
 PR1007;SPC SD N     -   266,818.92  2,811,698.03   sFT  0.99998197   +2 17 18.7
 PR1007;UTM  14      - 4,931,946.390   677,506.324   MT  0.99998749   +1 33 59.3
 PR1007
 PR1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1007!SPC SD N     -   0.99991907  x   0.99998197  =   0.99990104
 PR1007!UTM  14      -   0.99991907  x   0.99998749  =   0.99990656
 PR1007
 PR1007:                Primary Azimuth Mark                     Grid Az
 PR1007:SPC SD N     -  BELT AZ MK                               179 38 34.2
 PR1007:UTM  14      -  BELT AZ MK                               180 21 53.6
 PR1007
 PR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7750631946(NAD 83)
 PR1007
 PR1007|---------------------------------------------------------------------|
 PR1007| PID    Reference Object                     Distance      Geod. Az  |
 PR1007|                                                           dddmmss.s |
 PR1007| CO7814 BELT RM 1                            20.715 METERS 00908     |
 PR1007| CO7815 BELT RM 2                            26.855 METERS 17251     |
 PR1007| CO7813 BELT AZ MK                                         1815552.9 |
 PR1007|---------------------------------------------------------------------|
 PR1007
 PR1007                          SUPERSEDED SURVEY CONTROL
 PR1007
 PR1007  NAD 83(1986)-  44 31 08.40521(N)    096 45 59.15387(W) AD(       ) 2
 PR1007  NAD 27      -  44 31 08.52788(N)    096 45 57.95299(W) AD(       ) 2
 PR1007
 PR1007.Superseded values are not recommended for survey control.
 PR1007
 PR1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1007.See file dsdata.pdf to determine how the superseded data were derived.
 PR1007
 PR1007_MARKER: DD = SURVEY DISK
 PR1007_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR1007+WITH SETTING: INFORMATION.
 PR1007_STAMPING: ET BELT 1968
 PR1007_MARK LOGO: USGS
 PR1007_PROJECTION: FLUSH
 PR1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1007
 PR1007  HISTORY     - Date     Condition        Report By
 PR1007  HISTORY     - 1968     MONUMENTED       USGS
 PR1007
 PR1007                          STATION DESCRIPTION
 PR1007
 PR1007'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR1007'STATION IS LOCATED ABOUT 3.7 MI S. AND 6.7 MI E. OF THE TOWN
 PR1007'OF ESTELLINE, 3.7 MI S. AND 6.0 MI W. OF THE TOWN OF TORONTO,
 PR1007'NEAR W. EDGE OF SW 1/4 OF SEC. 7, T. 112 N., R. 49 W.
 PR1007'
 PR1007'TO REACH FROM THE RR. CROSSING AT STATE HWY. 28 IN ESTELLINE,
 PR1007'GO 5.8 MI E. ON STATE HWY. 28 TO CROSSROADS, TURN RIGHT (S.)
 PR1007'AND GO 0.15 MI TO JCT. WITH U.S. HWY. 77 (WHERE HWY. TURNS S.),
 PR1007'CONTINUE S. ON U.S. HIWY. 77 FOR 2.85 MI TO CROSSROADS, TURN LEFT
 PR1007'(E.) AND GO 1.0 MI TO TRACK RD. ON RIGHT (S.), TURN RIGHT (S.)
 PR1007'AND GO 0.65 MI ALONG TRACK RD. TO STATION ON LEFT (E.).
 PR1007'
 PR1007'STATION IS 825 FT S. OF E 1/4 COR. OF SEC. 12, T. 112 N., R. 50
 PR1007'W., 25.0 FT E. OF N.-S. TRACK RD., 12.0 FT W. OF N.-S. RIGHT-OF-WAY
 PR1007'FENCE, 11.8 FT W. OF USGS WITNESS POST, AND IS STAMPED ET BELT
 PR1007'1968.
 PR1007'
 PR1007'REFERENCE MARK NO. 1 IS N. OF STATION, 755 FT S. OF E. QUARTER
 PR1007'COR. OF SEC. 12, 35.4 FT E. OF N.-S. TRACK RD., 1.0 FT W. OF
 PR1007'N.-S. RIGHT-OF-WAY FENCE AND IS STAMPED BELT NO. 1 1968.
 PR1007'
 PR1007'REFERENCE MARK NO. 2 IS S. OF STATION, 910 FT S. OF E 1/4 COR.
 PR1007'SEC. 12, 35.3 FT E. OF N.-S. TRACK RD., 2.4 FT W. OF N.-S.
 PR1007'RIGHT-OF-WAY FENCE.
 PR1007'
 PR1007'THE AZIMUTH MARK IS ABOUT 0.25 MI S. OF STATION, 387 FT N. OF
 PR1007'E.-W. RD., 30.5 FT W. OF N.-S. TRACK RD., 2.3 FT E. OF N.-S.
 PR1007'RIGHT-OF-WAY FENCE AND IS STAMPED BELT AZIMUTH MARK 1968.
 PR1007'
 PR1007'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR1007'SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE
 PR1007'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0757 ***********************************************************************
 OT0757  DESIGNATION -  BELT
 OT0757  PID         -  OT0757
 OT0757  STATE/COUNTY-  SD/SHANNON
 OT0757  COUNTRY     -  US
 OT0757  USGS QUAD   -  ROCKYFORD SW (2017)
 OT0757
 OT0757                         *CURRENT SURVEY CONTROL
 OT0757  ______________________________________________________________________
 OT0757* NAD 83(1996) POSITION- 43 19 41.98640(N) 102 40 18.63846(W)   ADJUSTED
 OT0757* NAVD 88 ORTHO HEIGHT -   981.7   (meters)     3221.    (feet) VERTCON3
 OT0757  ______________________________________________________________________
 OT0757  GEOID HEIGHT    -        -18.023 (meters)                     GEOID18
 OT0757  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 OT0757  HORZ ORDER      -  FIRST
 OT0757
 OT0757.The horizontal coordinates were established by classical geodetic methods
 OT0757.and adjusted by the National Geodetic Survey in January 1998.
 OT0757
 OT0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0757
 OT0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0757.GEOID18 height accuracy estimate available here.
 OT0757
 OT0757.Click photographs - Photos may exist for this station.
 OT0757
 OT0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0757
 OT0757. The following values were computed from the NAD 83(1996) position.
 OT0757
 OT0757;                    North         East     Units Scale Factor Converg.
 OT0757;SPC SD S     -   113,204.745   410,374.325   MT  0.99991962   -1 36 47.6
 OT0757;SPC SD S     -   371,405.90  1,346,369.76   sFT  0.99991962   -1 36 47.6
 OT0757;UTM  13      - 4,799,908.465   688,753.739   MT  1.00003828   +1 35 52.8
 OT0757
 OT0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0757!SPC SD S     -   0.99984891  x   0.99991962  =   0.99976854
 OT0757!UTM  13      -   0.99984891  x   1.00003828  =   0.99988718
 OT0757
 OT0757:                Primary Azimuth Mark                     Grid Az
 OT0757:SPC SD S     -  BELT AZ MK                               113 49 02.3
 OT0757:UTM  13      -  BELT AZ MK                               110 36 21.9
 OT0757
 OT0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8875399908(NAD 83)
 OT0757
 OT0757|---------------------------------------------------------------------|
 OT0757| PID    Reference Object                     Distance      Geod. Az  |
 OT0757|                                                           dddmmss.s |
 OT0757| CP9616 BELT AZ MK                                         1121214.7 |
 OT0757| CP9617 BELT RM 1                            24.750 METERS 14710     |
 OT0757| CP9618 BELT RM 2                            16.290 METERS 28210     |
 OT0757|---------------------------------------------------------------------|
 OT0757
 OT0757                          SUPERSEDED SURVEY CONTROL
 OT0757
 OT0757  NAD 83(1995)-  43 19 41.98449(N)    102 40 18.63851(W) AD(       ) 1
 OT0757  NAD 83(1993)-  43 19 41.97711(N)    102 40 18.63840(W) AD(       ) 1
 OT0757  NAD 83(1986)-  43 19 41.97297(N)    102 40 18.64017(W) AD(       ) 1
 OT0757  NAD 27      -  43 19 42.02500(N)    102 40 17.00100(W) AD(       ) 1
 OT0757  NGVD 29 (07/19/86)  981.2    (m)         3219.     (f) VERT ANG       
 OT0757
 OT0757.Superseded values are not recommended for survey control.
 OT0757
 OT0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0757.See file dsdata.pdf to determine how the superseded data were derived.
 OT0757
 OT0757_MARKER: DS = TRIANGULATION STATION DISK
 OT0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0757_STAMPING: BELT 1934
 OT0757_MARK LOGO: CGS
 OT0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0757+STABILITY: SURFACE MOTION
 OT0757
 OT0757  HISTORY     - Date     Condition        Report By
 OT0757  HISTORY     - 1934     MONUMENTED       CGS
 OT0757  HISTORY     - 1936     GOOD             CGS
 OT0757
 OT0757                          STATION DESCRIPTION
 OT0757
 OT0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0757'THIS STATION IS LOCATED ON THE N END OF A HIGH GRASSY BUTTE,
 OT0757'WHICH APPEARS FROM THE S AS A SADDLE BUTTE.  THIS BUTTE SLOPES
 OT0757'UP FROM THE E AND DROPS OFF ABRUPTLY ON THE W AND N.  IT IS
 OT0757'THE HIGHEST POINT FOR SEVERAL MILES AROUND, OVERLOOKING THE
 OT0757'WHITE RIVER TO THE W AND THE BAD LANDS TO THE N AND W.  THE
 OT0757'STATION IS ABOUT 2 MILES, 100 DEGREES MAGNETIC FROM INDIAN
 OT0757'DAY SCHOOL NO. 26, ON THE WHITE RIVER AND 3 MILES N FROM BELTS
 OT0757'RANCH ON LITTLE GRASS CREEK.  CLIFTS DROP OFF SEVERAL HUNDRED
 OT0757'FEET, 25 FEET NE OF THE STATION MARK AND ALSO 40 FEET SW.
 OT0757'
 OT0757'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0757'BRONZE DISKS SET IN CONCRETE.
 OT0757'
 OT0757'REFERENCE MARK NO. 1 IS SSE AND REFERENCE MARK NO. 2 IS WNW
 OT0757'OF STATION.
 OT0757'
 OT0757'AZIMUTH MARK IS ESE OF THE STATION ON A BUTTE THAT IS VERY
 OT0757'SIMILAR TO THAT THE STATION IS ON, BUT SMALLER.
 OT0757'
 OT0757'A 10-FOOT STAND WILL CLEAR ALL LINES.
 OT0757
 OT0757                          STATION RECOVERY (1936)
 OT0757
 OT0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0757'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 OT0757'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED
 OT0757'AND FOUND TO BE CORRECT.  NO DIRECTION WAS TAKEN TO THE
 OT0757'REFERENCE MARKS OR THE AZIMUTH.
 OT0757'
 OT0757'THE STATION IS LOCATED ABOUT 13-1/2 MILES BY ROAD, TRAIL AND
 OT0757'FIELD, N AND E OF OGLALA ON THE TOP OF A PROMINENT BUTTE, WHICH
 OT0757'APPEARS FROM THE S TO BE THE W PORTION OF A SADDLE BUTTE.  THE
 OT0757'BUTTE APPEARS TO SLOPE FROM THE E TO THE W AND THE STATION
 OT0757'IS LOCATED ON THE WESTERN OR LOWER PORTION.
 OT0757'
 OT0757'REFERENCE MARK NO. 1 IS 81.17 FEET SE OF THE STATION AND 124.82
 OT0757'FEET FROM NO. 2.
 OT0757'
 OT0757'REFERENCE MARK NO. 2 IS 53.42 FEET W OF THE STATION.
 OT0757'
 OT0757'THE AZIMUTH MARK IS ABOUT 1/4 MILE S OF THE STATION.  12 FEET
 OT0757'W OF THE TRAIL AT A POINT WHERE THE TRAIL RUNS OVER A SADDLE.
 OT0757'
 OT0757'TO REACH STATION FROM THE OGLALA POST OFFICE, TO W ON U.S.
 OT0757'HIGHWAY 18, 2.2 MILES TO ROAD ON THE RIGHT AND SIGN POINTING
 OT0757'THE WAY TO GRASSEY CREEK DAY SCHOOL.  GO N ON THIS ROAD 5.4
 OT0757'MILES TO A SIGN POINTING THE DIRECTION TO THE GRASSEY CREEK
 OT0757'DAY SCHOOL.  TAKE THE RIGHT FORK OF THE ROADS AND GO 1.6 MILES
 OT0757'TO ANOTHER SIGN AND ROAD FORKS.  TAKE THE LEFT FORK (THE MAIN
 OT0757'FORK TURNS RIGHT) AND GO 0.4 MILE TO CROSS ROADS, PLUS 0.2 MILE
 OT0757'TO A GATE ON THE RIGHT.  TAKE THE ROAD THAT GOES APPROXIMATELY
 OT0757'N ON THE W SIDE OF THE FENCE, AND GO 0.6 MILE DOWN LITTLE
 OT0757'GRASSEY CREEK TO THE POINT WHERE THE MAIN TRAIL GOES UP THE
 OT0757'HILL.  THEN TO THE RIGHT AND GO IN A NORTHERLY DIRECTION
 OT0757'PASSING TO THE W OF TWIN OAK TREES AND FOLLOW THE ROAD UP THE
 OT0757'RIDGE 0.7 MILE TO AN OLD IRON BEDSTEAD.  HERE CHOOSE THE
 OT0757'MOST CONVENIENT ROUTE TO STATION BUTTE, WHICH IS A
 OT0757'LITTLE W OF N AND ABOUT 2.4 MILES DISTANT.  THE BUTTE IS
 OT0757'PLAINLY VISIBLE AND EASILY IDENTIFIED.  IT WILL APPEAR FROM
 OT0757'THIS POINT TO BE A SINGLE BUTTE (NOT A SADDLE BUTTE, AS
 OT0757'IT APPEARS FROM THE SE), AND IS THE W AND SLIGHTLY LOWER OF
 OT0757'TWO BUTTES LYING CLOSE TOGETHER.
 OT0757'
 OT0757'ALL LINES WERE VISIBLE FROM THE GROUND EXCEPT SHEEP AND CUNY
 OT0757'WHICH SERE ON NINETY-FOOT TOWERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0742 ***********************************************************************
 OS0742  DESIGNATION -  BELVIDERE MUNICIPAL TANK
 OS0742  PID         -  OS0742
 OS0742  STATE/COUNTY-  SD/JACKSON
 OS0742  COUNTRY     -  US
 OS0742  USGS QUAD   -  BELVIDERE (2017)
 OS0742
 OS0742                         *CURRENT SURVEY CONTROL
 OS0742  ______________________________________________________________________
 OS0742* NAD 83(1996) POSITION- 43 49 53.65904(N) 101 16 14.33706(W)   ADJUSTED
 OS0742  ______________________________________________________________________
 OS0742  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 OS0742  LAPLACE CORR    -         -9.26  (seconds)                    DEFLEC18
 OS0742  HORZ ORDER      -  THIRD
 OS0742
 OS0742.The horizontal coordinates were established by classical geodetic methods
 OS0742.and adjusted by the National Geodetic Survey in January 1998.
 OS0742
 OS0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0742.GEOID18 height accuracy estimate available here.
 OS0742
 OS0742.Click photographs - Photos may exist for this station.
 OS0742
 OS0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0742
 OS0742. The following values were computed from the NAD 83(1996) position.
 OS0742
 OS0742;                    North         East     Units Scale Factor Converg.
 OS0742;SPC SD S     -   166,867.628   524,617.219   MT  0.99991378   -0 38 47.8
 OS0742;SPC SD S     -   547,464.88  1,721,181.66   sFT  0.99991378   -0 38 47.8
 OS0742;UTM  14      - 4,855,672.142   317,436.496   MT  1.00000995   -1 34 22.6
 OS0742
 OS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1743655672(NAD 83)
 OS0742
 OS0742                          SUPERSEDED SURVEY CONTROL
 OS0742
 OS0742  NAD 83(1986)-  43 49 53.65302(N)    101 16 14.34090(W) AD(       ) 3
 OS0742  NAD 27      -  43 49 53.67800(N)    101 16 12.83400(W) AD(       ) 3
 OS0742
 OS0742.Superseded values are not recommended for survey control.
 OS0742
 OS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0742.See file dsdata.pdf to determine how the superseded data were derived.
 OS0742
 OS0742_MARKER: 53 = ELEVATED TANK
 OS0742
 OS0742  HISTORY     - Date     Condition        Report By
 OS0742  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0742  HISTORY     - 1936     GOOD             CGS
 OS0742  HISTORY     - 20120514 GOOD             GEOCAC
 OS0742
 OS0742                          STATION DESCRIPTION
 OS0742
 OS0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OS0742'POINT OBSERVED UPON WAS THE FINIAL OF A BLACK METAL TANK, PROBABLY
 OS0742'MUNICIPALLY OWNED.  THIS TANK WAS APPROXIMATELY 90 FEET TALL AND
 OS0742'LOCATED IN THE VICINITY OF THE TOWN BELVIDERE.  THIS STATION WAS
 OS0742'NOT VISITED, SO NO FURTHER DATA WAS OBTAINED.
 OS0742'
 OS0742'STATION WAS OBSERVED UPON FROM TRIANGUALATION STATIONS OKATON,
 OS0742'TAM, STAMFORD ECC. 1933, VIDER AND UTTER.
 OS0742
 OS0742                          STATION RECOVERY (2012)
 OS0742
 OS0742'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 OS0742'THE TANK AND FOUR STEEL OPEN BOX-BEAM GIRDER LEGS SUPPORTING THE TANK
 OS0742'ARE PAINTED SILVER. THERE IS A HORIZONTAL WHITE BAND CENTERED
 OS0742'VERTICALLY AROUND THE CYLINDRICAL PORTION OF THE TANK WITH 'BELVIDERE'
 OS0742'IN RED LETTERS ON THE NORTH FACE OF THE BAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2292 ***********************************************************************
 PU2292  DESIGNATION -  BEN
 PU2292  PID         -  PU2292
 PU2292  STATE/COUNTY-  SD/MEADE
 PU2292  COUNTRY     -  US
 PU2292  USGS QUAD   -  BEND (2017)
 PU2292
 PU2292                         *CURRENT SURVEY CONTROL
 PU2292  ______________________________________________________________________
 PU2292* NAD 83(1996) POSITION- 44 14 31.00830(N) 103 00 37.17895(W)   ADJUSTED
 PU2292* NAVD 88 ORTHO HEIGHT -   911.    (meters)     2989.    (feet) SCALED
 PU2292  ______________________________________________________________________
 PU2292  GEOID HEIGHT    -        -16.993 (meters)                     GEOID18
 PU2292  LAPLACE CORR    -         -8.76  (seconds)                    DEFLEC18
 PU2292  HORZ ORDER      -  THIRD
 PU2292
 PU2292.The horizontal coordinates were established by classical geodetic methods
 PU2292.and adjusted by the National Geodetic Survey in January 1998.
 PU2292
 PU2292.The orthometric height was scaled from a topographic map.
 PU2292
 PU2292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2292.GEOID18 height accuracy estimate available here.
 PU2292
 PU2292.Click photographs - Photos may exist for this station.
 PU2292
 PU2292.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2292
 PU2292. The following values were computed from the NAD 83(1996) position.
 PU2292
 PU2292;                    North         East     Units Scale Factor Converg.
 PU2292;SPC SD N     -    49,877.054   359,582.688   MT  1.00003805   -2 07 49.9
 PU2292;SPC SD N     -   163,638.30  1,179,730.87   sFT  1.00003805   -2 07 49.9
 PU2292;SPC SD S     -   215,483.013   386,207.212   MT  0.99996609   -1 50 48.2
 PU2292;SPC SD S     -   706,963.85  1,267,081.49   sFT  0.99996609   -1 50 48.2
 PU2292;UTM  13      - 4,900,670.884   658,871.447   MT  0.99991042   +1 23 18.5
 PU2292
 PU2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2292!SPC SD N     -   0.99985976  x   1.00003805  =   0.99989781
 PU2292!SPC SD S     -   0.99985976  x   0.99996609  =   0.99982586
 PU2292!UTM  13      -   0.99985976  x   0.99991042  =   0.99977020
 PU2292
 PU2292:                Primary Azimuth Mark                     Grid Az
 PU2292:SPC SD N     -  BEN AZ MK                                179 22 23.6
 PU2292:SPC SD S     -  BEN AZ MK                                179 05 21.9
 PU2292:UTM  13      -  BEN AZ MK                                175 51 15.2
 PU2292
 PU2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5887100670(NAD 83)
 PU2292
 PU2292|---------------------------------------------------------------------|
 PU2292| PID    Reference Object                     Distance      Geod. Az  |
 PU2292|                                                           dddmmss.s |
 PU2292| PU2291 TT 20 WDR                           116.010 METERS 00930     |
 PU2292| CP9619 BEN AZ MK                                          1771433.7 |
 PU2292| CP9620 BEN RM 1                                           18247     |
 PU2292|---------------------------------------------------------------------|
 PU2292
 PU2292                          SUPERSEDED SURVEY CONTROL
 PU2292
 PU2292  NAD 83(1993)-  44 14 30.99978(N)    103 00 37.18143(W) AD(       ) 3
 PU2292  NAD 83(1986)-  44 14 30.99771(N)    103 00 37.18643(W) AD(       ) 3
 PU2292  NAD 27      -  44 14 31.04500(N)    103 00 35.55600(W) AD(       ) 3
 PU2292
 PU2292.Superseded values are not recommended for survey control.
 PU2292
 PU2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2292.See file dsdata.pdf to determine how the superseded data were derived.
 PU2292
 PU2292_MARKER: DS = TRIANGULATION STATION DISK
 PU2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2292_STAMPING: BEN 1950
 PU2292_MARK LOGO: CGS
 PU2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2292+STABILITY: SURFACE MOTION
 PU2292
 PU2292  HISTORY     - Date     Condition        Report By
 PU2292  HISTORY     - 1950     MONUMENTED       CGS
 PU2292
 PU2292                          STATION DESCRIPTION
 PU2292
 PU2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2292'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF BOX ELDER, 33
 PU2292'FEET WEST OF THE INTERSECTION OF CENTERS OF A T-INTERSECTION
 PU2292'OF GRADED DIRT ROADS (NORTH-SOUTH, AND EAST), AND 9 FEET
 PU2292'NORTHEAST OF THE NORTH GATE POST OF A WIRE GATE.
 PU2292'
 PU2292'TO REACH THE STATION FROM THE BOX ELDER POST OFFICE, GO EASTERLY
 PU2292'ON U.S. HIGHWAY NO. 14 FOR 2.1 MILES TO A GRADED DIRT SIDE ROAD
 PU2292'ON THE LEFT.  THEN LEFT, NORTH, FOR 8.25 MILES TO A SCHOOL
 PU2292'HOUSE ON THE LEFT.  CONTINUE NORTH FOR 0.05 MILE.  THEN RIGHT,
 PU2292'EAST, FOR 1.05 MILES.  THEN LEFT, NORTH, FOR 0.8 MILE TO THE
 PU2292'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR
 PU2292'0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PU2292'
 PU2292'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2292'BEN 1950.
 PU2292'
 PU2292'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF THE
 PU2292'GRADED DIRT ROAD, AND 28 FEET SOUTH OF THE SOUTH GATE POST OF
 PU2292'THE WIRE GATE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2292'BEN NO 1 1950.
 PU2292'
 PU2292'TT 20 WDR (USGS) IS 20 FEET EAST OF THE CENTER OF THE GRADED
 PU2292'DIRT ROAD, AND 2 FEET NORTHWEST OF A POWER LINE POLE.  IT IS
 PU2292'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT
 PU2292'20 1950 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 PU2292'THAT PROJECTS 4 INCHES.
 PU2292'
 PU2292'THE AZIMUTH MARK IS 95 FEET NORTH OF AN ENTRANCE ROAD TO A
 PU2292'FARM HOUSE, 35 FEET EAST OF THE CENTER OF THE GRADED DIRT ROAD,
 PU2292'3 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE
 PU2292'FENCE.  IT PROJECTS 12 INCHES, AND THE DISK IS STAMPED BEN
 PU2292'1950.
 PU2292'
 PU2292'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 ARE
 PU2292'STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0162 ***********************************************************************
 QT0162  DESIGNATION -  BEN ASH 2
 QT0162  PID         -  QT0162
 QT0162  STATE/COUNTY-  SD/MEADE
 QT0162  COUNTRY     -  US
 QT0162  USGS QUAD   -  CEDAR CANYON (2017)
 QT0162
 QT0162                         *CURRENT SURVEY CONTROL
 QT0162  ______________________________________________________________________
 QT0162* NAD 83(1996) POSITION- 45 01 24.60156(N) 102 43 45.01447(W)   NO CHECK
 QT0162* NAVD 88 ORTHO HEIGHT -   921.351 (meters)     3022.80  (feet) ADJUSTED
 QT0162  ______________________________________________________________________
 QT0162  GEOID HEIGHT    -        -17.726 (meters)                     GEOID18
 QT0162  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 QT0162  DYNAMIC HEIGHT  -        921.147 (meters)     3022.13  (feet) COMP
 QT0162  MODELED GRAVITY -    980,363.8   (mgal)                       NAVD 88
 QT0162
 QT0162  HORZ ORDER      -  THIRD
 QT0162  VERT ORDER      -  FIRST     CLASS II
 QT0162
 QT0162.The horizontal coordinates were established by classical geodetic methods
 QT0162.and adjusted by the National Geodetic Survey in January 1998.
 QT0162
 QT0162.No horizontal observational check was made to the station.
 QT0162
 QT0162.The orthometric height was determined by differential leveling and
 QT0162.adjusted by the NATIONAL GEODETIC SURVEY
 QT0162.in July 1998.
 QT0162
 QT0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0162.GEOID18 height accuracy estimate available here.
 QT0162
 QT0162.Click photographs - Photos may exist for this station.
 QT0162
 QT0162.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0162
 QT0162.The dynamic height is computed by dividing the NAVD 88
 QT0162.geopotential number by the normal gravity value computed on the
 QT0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0162.degrees latitude (g = 980.6199 gals.).
 QT0162
 QT0162.The modeled gravity was interpolated from observed gravity values.
 QT0162
 QT0162. The following values were computed from the NAD 83(1996) position.
 QT0162
 QT0162;                    North         East     Units Scale Factor Converg.
 QT0162;SPC SD N     -   135,879.248   384,955.321   MT  0.99993923   -1 55 53.5
 QT0162;SPC SD N     -   445,797.17  1,262,974.25   sFT  0.99993923   -1 55 53.5
 QT0162;UTM  13      - 4,988,069.579   678,902.937   MT  0.99999357   +1 36 24.5
 QT0162
 QT0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0162!SPC SD N     -   0.99985834  x   0.99993923  =   0.99979758
 QT0162!UTM  13      -   0.99985834  x   0.99999357  =   0.99985191
 QT0162
 QT0162:                Primary Azimuth Mark                     Grid Az
 QT0162:SPC SD N     -  BEN ASH AZ MK                            092 58 16.0
 QT0162:UTM  13      -  BEN ASH AZ MK                            089 25 58.0
 QT0162
 QT0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7890288069(NAD 83)
 QT0162
 QT0162|---------------------------------------------------------------------|
 QT0162| PID    Reference Object                     Distance      Geod. Az  |
 QT0162|                                                           dddmmss.s |
 QT0162| QT0164 BEN ASH 2 RM 3                       11.735 METERS 08634     |
 QT0162| QT0174 BEN ASH AZ MK                                      0910222.5 |
 QT0162| QT0161 BEN ASH                              86.854 METERS 17129     |
 QT0162| QT0165 BEN ASH 2 RM 4                        8.284 METERS 34903     |
 QT0162|---------------------------------------------------------------------|
 QT0162
 QT0162                          SUPERSEDED SURVEY CONTROL
 QT0162
 QT0162  NAD 83(1993)-  45 01 24.59362(N)    102 43 45.01309(W) AD(       ) 3
 QT0162  NAD 83(1986)-  45 01 24.59213(N)    102 43 45.01267(W) AD(       ) 3
 QT0162  NAD 27      -  45 01 24.63141(N)    102 43 43.41837(W) AD(       ) 3
 QT0162  NGVD 29             920.87   (m)         3021.2    (f) LEVELING    3  
 QT0162
 QT0162.Superseded values are not recommended for survey control.
 QT0162
 QT0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0162.See file dsdata.pdf to determine how the superseded data were derived.
 QT0162
 QT0162_MARKER: DS = TRIANGULATION STATION DISK
 QT0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0162_STAMPING: BEN ASH 2 B.M. RESET 1966
 QT0162_MARK LOGO: CGS
 QT0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0162+STABILITY: SURFACE MOTION
 QT0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0162+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0162
 QT0162  HISTORY     - Date     Condition        Report By
 QT0162  HISTORY     - 1966     MONUMENTED       CGS
 QT0162  HISTORY     - 1966     GOOD             CGS
 QT0162  HISTORY     - 1976     GOOD             NGS
 QT0162  HISTORY     - 19960425 GOOD             NGS
 QT0162
 QT0162                          STATION DESCRIPTION
 QT0162
 QT0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QT0162'THE STATION IS LOCATED 7.6 MILES EAST-NORTHEAST OF MUD BUTTE,
 QT0162'6.7 MILES WEST OF MAURINE, ON THE NORTH SIDE OF U.S. HIGHWAY
 QT0162'212, AND ACROSS THE ROAD NORTH FROM THE BEN ASH MONUMENT AND
 QT0162'PARKING AREA.
 QT0162'
 QT0162'TO REACH THE STATION FROM THE CROSSROAD AND STORE AT MAURINE,
 QT0162'GO WEST ON U.S. HIGHWAY 212 FOR 6.0 MILES TO THE AZIMUTH
 QT0162'MARK ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 212 FOR
 QT0162'0.75 MILE TO THE BEN ASH MONUMENT ON THE LEFT AND THE STATION
 QT0162'ON THE RIGHT.
 QT0162'
 QT0162'STATION MARKS ARE STANDARD DISKS STAMPED BEN ASH 2 1966.  THE
 QT0162'SURFACE MARK IS STAMPED BEN ASH 2 B.M. RESET 1966, IS SET
 QT0162'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 QT0162'IT IS 207 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 212,
 QT0162'6 FEET EAST-SOUTHEAST OF A POWERLINE POLE WITH TWO GUY PEGS,
 QT0162'AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 QT0162'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 3.4 FEET BELOW
 QT0162'THE SURFACE OF THE GROUND.
 QT0162'
 QT0162'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEN ASH 2 NO. 3
 QT0162'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 QT0162'1 INCH.  IT IS 207 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QT0162'212 AND 43 FEET EAST OF THE POWERLINE POLE.
 QT0162'
 QT0162'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEN ASH 2
 QT0162'NO. 4 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 QT0162'PROJECTS 3 INCHES.  IT IS 234 FEET NORTH OF THE CENTER OF
 QT0162'U.S. HIGHWAY 212, 23.5 FEET NORTH-NORTHWEST OF THE POWERLINE
 QT0162'POLE, AND 3 FEET WEST OF A GUY PEG.
 QT0162'
 QT0162'AZIMUTH MARK, A STANDARD DISK STAMPED BEN ASH 1962, IS SET
 QT0162'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 QT0162'IT IS ABOUT 117 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QT0162'212, 65 FEET WEST-NORTHWEST OF A POWERLINE POLE, 3 FEET
 QT0162'EAST-NORTHEAST OF A METAL WITNESS POST, 2 FEET WEST-SOUTHWEST
 QT0162'OF A BRACED FENCE POST, AND 1 FOOT SOUTH OF AN EAST-WEST
 QT0162'FENCE.
 QT0162'
 QT0162'NOTE--ALL MARKS ARE BENCH MARKS.
 QT0162
 QT0162                          STATION RECOVERY (1966)
 QT0162
 QT0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0162'7.8 MI E FROM MUD BUTTE.
 QT0162'7.8 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0162'BUTTE, 6.8 MILES WEST OF MAURINE, ACROSS THE HIGHWAY NORTH FROM
 QT0162'THE BEN ASH MONUMENT AND PARKING AREA, 207 FEET NORTH OF THE
 QT0162'CENTER OF U.S. HIGHWAY 212, 6 FEET EAST-SOUTHEAST OF A POWERLINE
 QT0162'POLE WITH TWO GUY PEGS, 1.5 FEET WEST OF A METAL WITNESS POST,
 QT0162'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1
 QT0162'INCH.
 QT0162
 QT0162                          STATION RECOVERY (1976)
 QT0162
 QT0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QT0162'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4, AND THE AZIMUTH
 QT0162'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL METAL WITNESS
 QT0162'POSTS ARE INTACT AS DESCRIBED.  ALL OF THE MARKS ARE IN PASTURE
 QT0162'LAND.  FOLLOWING ARE CHANGES IN GROUND REFERENCES AFTER
 QT0162'COMPLETION OF THE HIGHWAY IMPROVEMENTS.
 QT0162'
 QT0162'THE STATION MARK IS 83 FEET NORTH OF A POWER POLE WITH ONE WIRE
 QT0162'GUY, AND 70 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND A NEW
 QT0162'METAL WITNESS POST AND SIGN.
 QT0162'
 QT0162'REFERENCE MARK NO. 3 IS 100 FEET NORTHEAST OF THE POWER POLE,
 QT0162'86 FEET NORTHEAST OF THE METAL WITNESS POST IN THE FENCE, AND 78
 QT0162'FEET NORTH OF THE FENCE.
 QT0162'
 QT0162'REFERENCE MARK NO. 4 IS 109 FEET NORTH OF THE POWER POLE, AND 96
 QT0162'FEET NORTH OF THE METAL WITNESS POST AND FENCE.
 QT0162'
 QT0162'THE AZIMUTH MARK IS AT THE TOP EDGE OF THE HIGHWAY BACKSLOPE, 130
 QT0162'FEET NORTH OF THE CENTER OF THE HIGHWAY, 250 FEET WEST OF THE CENTER
 QT0162'OF WOODEN BRACE POSTS IN THE NORTH RIGHT-OF-WAY FENCE, 65 FEET WEST
 QT0162'OF A POWER POLE, 30.5 FEET NORTH OF THE FENCE, AND 2.8 FEET
 QT0162'EAST-NORTHEAST OF A METAL WITNESS POST.
 QT0162'
 QT0162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.7 MILES WEST OF
 QT0162'MAURINE.
 QT0162
 QT0162                          STATION RECOVERY (1996)
 QT0162
 QT0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0162'12.1 KM (7.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0162'IN MUD BUTTE, 774.0 M (2539.4 FT) EAST OF MILEPOST 80, 62.0 M (203.4
 QT0162'FT) NORTH OF THE HIGHWAY CENTERLINE, 25.4 M (83.3 FT) NORTH OF UTILITY
 QT0162'POLE NUMBER 1767 A WITH A GUY CABLE, 21.4 M (70.2 FT) NORTH OF A
 QT0162'WITNESS POST AND FENCE, 11.7 M (38.4 FT) NORTH OF REFERENCE MARK 3,
 QT0162'8.3 M (27.2 FT) SOUTH OF REFERENCE MARK 4, 3.0 M (9.8 FT) ABOVE THE
 QT0162'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QT0162'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0164 ***********************************************************************
 QT0164  DESIGNATION -  BEN ASH 2 RM 3
 QT0164  PID         -  QT0164
 QT0164  STATE/COUNTY-  SD/MEADE
 QT0164  COUNTRY     -  US
 QT0164  USGS QUAD   -  CEDAR CANYON (2017)
 QT0164
 QT0164                         *CURRENT SURVEY CONTROL
 QT0164  ______________________________________________________________________
 QT0164* NAD 83(1986) POSITION- 45 01 24.62   (N) 102 43 44.48   (W)   HD_HELD1
 QT0164* NAVD 88 ORTHO HEIGHT -   920.977 (meters)     3021.57  (feet) ADJUSTED
 QT0164  ______________________________________________________________________
 QT0164  GEOID HEIGHT    -        -17.726 (meters)                     GEOID18
 QT0164  DYNAMIC HEIGHT  -        920.773 (meters)     3020.90  (feet) COMP
 QT0164  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 QT0164
 QT0164  VERT ORDER      -  FIRST     CLASS II
 QT0164
 QT0164.The horizontal coordinates were determined by differentially corrected
 QT0164.hand held GPS observations or other comparable positioning techniques
 QT0164.and have an estimated accuracy of +/- 3 meters.
 QT0164
 QT0164.The orthometric height was determined by differential leveling and
 QT0164.adjusted by the NATIONAL GEODETIC SURVEY
 QT0164.in July 1998.
 QT0164
 QT0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0164.GEOID18 height accuracy estimate available here.
 QT0164
 QT0164.Click photographs - Photos may exist for this station.
 QT0164
 QT0164.The dynamic height is computed by dividing the NAVD 88
 QT0164.geopotential number by the normal gravity value computed on the
 QT0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0164.degrees latitude (g = 980.6199 gals.).
 QT0164
 QT0164.The modeled gravity was interpolated from observed gravity values.
 QT0164
 QT0164;                    North         East    Units  Estimated Accuracy
 QT0164;SPC SD N     -   135,879.4     384,967.0     MT  (+/- 3 meters HH1 GPS) 
 QT0164
 QT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7891488070(NAD 83)
 QT0164
 QT0164                          SUPERSEDED SURVEY CONTROL
 QT0164
 QT0164.No superseded survey control is available for this station.
 QT0164
 QT0164_MARKER: DR = REFERENCE MARK DISK
 QT0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0164_STAMPING: BEN ASH 2 NO. 3 1966
 QT0164_MARK LOGO: CGS
 QT0164_PROJECTION: FLUSH
 QT0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0164+STABILITY: SURFACE MOTION
 QT0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0164+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0164
 QT0164  HISTORY     - Date     Condition        Report By
 QT0164  HISTORY     - 1966     MONUMENTED       CGS
 QT0164  HISTORY     - 19960425 GOOD             NGS
 QT0164
 QT0164                          STATION DESCRIPTION
 QT0164
 QT0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QT0164'7.8 MI E FROM MUD BUTTE.
 QT0164'7.8 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0164'BUTTE, 6.8 MILES WEST OF MAURINE, 207 FEET NORTH OF THE CENTER
 QT0164'OF U.S. HIGHWAY 212, 43 FEET EAST OF A POWERLINE POLE, ACROSS
 QT0164'THE HIGHWAY NORTH FROM THE BEN ASH MONUMENT AND PARKING AREA,
 QT0164'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 QT0164
 QT0164                          STATION RECOVERY (1996)
 QT0164
 QT0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0164'12.1 KM (7.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0164'IN MUD BUTTE, 774.0 M (2539.4 FT) EAST OF MILEPOST 80, 64.2 M (210.6
 QT0164'FT) NORTH OF THE HIGHWAY CENTERLINE, 30.3 M (99.4 FT) NORTHEAST OF
 QT0164'UTILITY POLE NUMBER 1767 A WITH A GUY CABLE, 26.3 M (86.3 FT)
 QT0164'NORTHEAST OF A WITNESS POST, 23.6 M (77.4 FT) NORTH OF A FENCE, 15.1 M
 QT0164'(49.5 FT) SOUTHEAST OF REFERENCE MARK 4, 11.7 M (38.4 FT) EAST OF
 QT0164'TRIANGULATION STATION BEN ASH 2, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE
 QT0164'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0165 ***********************************************************************
 QT0165  DESIGNATION -  BEN ASH 2 RM 4
 QT0165  PID         -  QT0165
 QT0165  STATE/COUNTY-  SD/MEADE
 QT0165  COUNTRY     -  US
 QT0165  USGS QUAD   -  CEDAR CANYON (2017)
 QT0165
 QT0165                         *CURRENT SURVEY CONTROL
 QT0165  ______________________________________________________________________
 QT0165* NAD 83(1986) POSITION- 45 01 24.87   (N) 102 43 45.09   (W)   HD_HELD1
 QT0165* NAVD 88 ORTHO HEIGHT -   921.328 (meters)     3022.72  (feet) ADJUSTED
 QT0165  ______________________________________________________________________
 QT0165  GEOID HEIGHT    -        -17.726 (meters)                     GEOID18
 QT0165  DYNAMIC HEIGHT  -        921.124 (meters)     3022.05  (feet) COMP
 QT0165  MODELED GRAVITY -    980,363.8   (mgal)                       NAVD 88
 QT0165
 QT0165  VERT ORDER      -  FIRST     CLASS II
 QT0165
 QT0165.The horizontal coordinates were determined by differentially corrected
 QT0165.hand held GPS observations or other comparable positioning techniques
 QT0165.and have an estimated accuracy of +/- 3 meters.
 QT0165
 QT0165.The orthometric height was determined by differential leveling and
 QT0165.adjusted by the NATIONAL GEODETIC SURVEY
 QT0165.in July 1998.
 QT0165
 QT0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0165.GEOID18 height accuracy estimate available here.
 QT0165
 QT0165.Click photographs - Photos may exist for this station.
 QT0165
 QT0165.The dynamic height is computed by dividing the NAVD 88
 QT0165.geopotential number by the normal gravity value computed on the
 QT0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0165.degrees latitude (g = 980.6199 gals.).
 QT0165
 QT0165.The modeled gravity was interpolated from observed gravity values.
 QT0165
 QT0165;                    North         East    Units  Estimated Accuracy
 QT0165;SPC SD N     -   135,887.6     384,953.9     MT  (+/- 3 meters HH1 GPS) 
 QT0165
 QT0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7890188077(NAD 83)
 QT0165
 QT0165                          SUPERSEDED SURVEY CONTROL
 QT0165
 QT0165.No superseded survey control is available for this station.
 QT0165
 QT0165_MARKER: DR = REFERENCE MARK DISK
 QT0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0165_STAMPING: BEN ASH 2 NO. 4 1966
 QT0165_MARK LOGO: CGS
 QT0165_PROJECTION: FLUSH
 QT0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0165+STABILITY: SURFACE MOTION
 QT0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0165+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0165
 QT0165  HISTORY     - Date     Condition        Report By
 QT0165  HISTORY     - 1966     MONUMENTED       CGS
 QT0165  HISTORY     - 19960425 GOOD             NGS
 QT0165
 QT0165                          STATION DESCRIPTION
 QT0165
 QT0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QT0165'7.8 MI E FROM MUD BUTTE.
 QT0165'7.8 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0165'BUTTE, 6.8 MILES WEST OF MAURINE, 234 FEET NORTH OF THE CENTER
 QT0165'OF U.S. HIGHWAY 212, 3 FEET WEST OF A GUY PEG, ACROSS THE HIGHWAY
 QT0165'NORTH FROM THE BEN ASH MONUMENT AND PARKING AREA, AND SET IN THE
 QT0165'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 QT0165
 QT0165                          STATION RECOVERY (1996)
 QT0165
 QT0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0165'12.1 KM (7.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0165'IN MUD BUTTE, 774.0 M (2539.4 FT) EAST OF MILEPOST 80, 70.0 M (229.7
 QT0165'FT) NORTH OF THE HIGHWAY CENTERLINE, 33.4 M (109.6 FT) NORTH OF
 QT0165'UTILITY POLE NUMBER 1767 A WITH A GUY CABLE, 29.4 M (96.5 FT) NORTH OF
 QT0165'A WITNESS POST AND FENCE, 15.1 M (49.5 FT) NORTHWEST OF REFERENCE MARK
 QT0165'3, 8.3 M (27.2 FT) NORTH OF TRIANGULATION STATION BEN ASH 2, 3.0 M
 QT0165'(9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 QT0165'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0174 ***********************************************************************
 QT0174  DESIGNATION -  BEN ASH AZ MK
 QT0174  PID         -  QT0174
 QT0174  STATE/COUNTY-  SD/MEADE
 QT0174  COUNTRY     -  US
 QT0174  USGS QUAD   -  CEDAR CANYON (2017)
 QT0174
 QT0174                         *CURRENT SURVEY CONTROL
 QT0174  ______________________________________________________________________
 QT0174* NAD 83(1986) POSITION- 45 01 22.     (N) 102 42 53.     (W)   SCALED
 QT0174* NAVD 88 ORTHO HEIGHT -   912.885 (meters)     2995.02  (feet) ADJUSTED
 QT0174  ______________________________________________________________________
 QT0174  GEOID HEIGHT    -        -17.755 (meters)                     GEOID18
 QT0174  DYNAMIC HEIGHT  -        912.681 (meters)     2994.35  (feet) COMP
 QT0174  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 QT0174
 QT0174  VERT ORDER      -  FIRST     CLASS II
 QT0174
 QT0174.The horizontal coordinates were scaled from a map and have
 QT0174.an estimated accuracy of +/- 6 seconds.
 QT0174
 QT0174.The orthometric height was determined by differential leveling and
 QT0174.adjusted by the NATIONAL GEODETIC SURVEY
 QT0174.in June 1991.
 QT0174
 QT0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0174.GEOID18 height accuracy estimate available here.
 QT0174
 QT0174.Click photographs - Photos may exist for this station.
 QT0174
 QT0174.The dynamic height is computed by dividing the NAVD 88
 QT0174.geopotential number by the normal gravity value computed on the
 QT0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0174.degrees latitude (g = 980.6199 gals.).
 QT0174
 QT0174.The modeled gravity was interpolated from observed gravity values.
 QT0174
 QT0174;                    North         East    Units  Estimated Accuracy
 QT0174;SPC SD N     -   135,760.      386,090.      MT  (+/- 180 meters Scaled)
 QT0174
 QT0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK800880(NAD 83)
 QT0174
 QT0174                          SUPERSEDED SURVEY CONTROL
 QT0174
 QT0174  NGVD 29 (??/??/92)  912.408  (m)         2993.46   (f) ADJ UNCH    1 2
 QT0174
 QT0174.Superseded values are not recommended for survey control.
 QT0174
 QT0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0174.See file dsdata.pdf to determine how the superseded data were derived.
 QT0174
 QT0174_MARKER: DZ = AZIMUTH MARK DISK
 QT0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0174_STAMPING: BEN ASH 1962
 QT0174_MARK LOGO: CGS
 QT0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0174+STABILITY: SURFACE MOTION
 QT0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0174+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0174
 QT0174  HISTORY     - Date     Condition        Report By
 QT0174  HISTORY     - 1962     MONUMENTED       CGS
 QT0174  HISTORY     - 1966     GOOD             CGS
 QT0174  HISTORY     - 19960425 GOOD             NGS
 QT0174
 QT0174                          STATION DESCRIPTION
 QT0174
 QT0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0174'6 MI W FROM MAURINE.
 QT0174'6.05 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0174'8.55 MILES EAST OF MUD BUTTE, 0.75 MILE EAST OF BEN ASH TRIANGULATION
 QT0174'STATION, NEAR THE CENTER OF A CURVE, 84 1/2 FEET NORTH OF THE
 QT0174'CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF A POWER POLE, 1.0
 QT0174'FOOT SOUTH OF A FENCE, 2.6 FEET EAST OF A WITNESS POST, ABOUT
 QT0174'10 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QT0174'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 QT0174
 QT0174                          STATION RECOVERY (1966)
 QT0174
 QT0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0174'RECOVERED IN GOOD CONDITION.
 QT0174
 QT0174                          STATION RECOVERY (1996)
 QT0174
 QT0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0174'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0174'IN MUD BUTTE, 393.0 M (1289.4 FT) EAST OF MILEPOST 81, 40.1 M (131.6
 QT0174'FT) NORTH OF THE HIGHWAY CENTERLINE, 19.4 M (63.6 FT) WEST OF A
 QT0174'UTILITY POLE, 9.8 M (32.2 FT) NORTH OF A WITNESS POST AND FENCE, 2.0 M
 QT0174'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) EAST OF A
 QT0174'METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0174'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2228 ***********************************************************************
 PU2228  DESIGNATION -  BENCH
 PU2228  PID         -  PU2228
 PU2228  STATE/COUNTY-  SD/MEADE
 PU2228  COUNTRY     -  US
 PU2228  USGS QUAD   -  OPAL WEST SE (2017)
 PU2228
 PU2228                         *CURRENT SURVEY CONTROL
 PU2228  ______________________________________________________________________
 PU2228* NAD 83(1996) POSITION- 44 51 50.89116(N) 102 37 09.49882(W)   ADJUSTED
 PU2228* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 PU2228  ______________________________________________________________________
 PU2228  GEOID HEIGHT    -        -18.069 (meters)                     GEOID18
 PU2228  LAPLACE CORR    -         -6.79  (seconds)                    DEFLEC18
 PU2228  HORZ ORDER      -  SECOND
 PU2228
 PU2228.The horizontal coordinates were established by classical geodetic methods
 PU2228.and adjusted by the National Geodetic Survey in January 1998.
 PU2228
 PU2228.The orthometric height was scaled from a topographic map.
 PU2228
 PU2228.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2228.GEOID18 height accuracy estimate available here.
 PU2228
 PU2228.Click photographs - Photos may exist for this station.
 PU2228
 PU2228.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2228
 PU2228. The following values were computed from the NAD 83(1996) position.
 PU2228
 PU2228;                    North         East     Units Scale Factor Converg.
 PU2228;SPC SD N     -   117,893.364   393,036.199   MT  0.99994442   -1 51 13.6
 PU2228;SPC SD N     -   386,788.48  1,289,486.26   sFT  0.99994442   -1 51 13.6
 PU2228;UTM  13      - 4,970,615.063   688,078.406   MT  1.00003499   +1 40 47.6
 PU2228
 PU2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2228!SPC SD N     -   0.99987139  x   0.99994442  =   0.99981582
 PU2228!UTM  13      -   0.99987139  x   1.00003499  =   0.99990637
 PU2228
 PU2228:                Primary Azimuth Mark                     Grid Az
 PU2228:SPC SD N     -  BENCH AZ MK                              266 24 23.8
 PU2228:UTM  13      -  BENCH AZ MK                              262 52 22.6
 PU2228
 PU2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8807870615(NAD 83)
 PU2228
 PU2228|---------------------------------------------------------------------|
 PU2228| PID    Reference Object                     Distance      Geod. Az  |
 PU2228|                                                           dddmmss.s |
 PU2228| CP9622 BENCH RM 1                           10.153 METERS 15455     |
 PU2228| CP9623 BENCH RM 2                           10.508 METERS 24822     |
 PU2228| CP9621 BENCH AZ MK                                        2643310.2 |
 PU2228|---------------------------------------------------------------------|
 PU2228
 PU2228                          SUPERSEDED SURVEY CONTROL
 PU2228
 PU2228  NAD 83(1993)-  44 51 50.88331(N)    102 37 09.49806(W) AD(       ) 2
 PU2228  NAD 83(1986)-  44 51 50.88276(N)    102 37 09.49797(W) AD(       ) 2
 PU2228  NAD 27      -  44 51 50.92600(N)    102 37 07.90450(W) AD(       ) 2
 PU2228
 PU2228.Superseded values are not recommended for survey control.
 PU2228
 PU2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2228.See file dsdata.pdf to determine how the superseded data were derived.
 PU2228
 PU2228_MARKER: DS = TRIANGULATION STATION DISK
 PU2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2228_STAMPING: BENCH 1951
 PU2228_MARK LOGO: CGS
 PU2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2228+STABILITY: SURFACE MOTION
 PU2228
 PU2228  HISTORY     - Date     Condition        Report By
 PU2228  HISTORY     - 1951     MONUMENTED       CGS
 PU2228  HISTORY     - 1962     GOOD             CGS
 PU2228
 PU2228                          STATION DESCRIPTION
 PU2228
 PU2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2228'THE STATION IS ABOUT 11 MILES SOUTH OF MAURINE AND 9 MILES NORTH
 PU2228'OF STONEVILLE.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 35, T 11
 PU2228'N, R 12 E.
 PU2228'
 PU2228'TO REACH THE STATION FROM THE POST OFFICE IN STONEVILLE, GO NORTH
 PU2228'ON THE MAIN GRAVELED ROAD FOR 8.8 MILES TO A STUCCO HOUSE ON THE
 PU2228'LEFT.  CONTINUE NORTH, FOR 1.4 MILES TO AN UNIMPROVED SECTION LINE
 PU2228'ROAD ON THE RIGHT.  THEN RIGHT, EAST, ON THE SECTION LINE ROAD FOR
 PU2228'1.6 MILES TO A WIRE GATE AND THE AZIMUTH MARK AS DESCRIBED.  GO
 PU2228'THROUGH THE GATE AND CONTINUE EASTERLY ON THE SECTION LINE ROAD
 PU2228'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PU2228'
 PU2228'THE STATION MARK IS 12 FEET SOUTH OF A WITNESS POST.  THE MARK
 PU2228'PROJECTS 6 INCHES AND THE DISK IS STAMPED BENCH 1951.
 PU2228'
 PU2228'REFERENCE MARK NO. 1 IS 55 FEET NORTH OF THE SECTION LINE ROAD.
 PU2228'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BENCH NO 1 1951.
 PU2228'
 PU2228'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2228'BENCH NO 2 1951.
 PU2228'
 PU2228'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE SECTION LINE ROAD AND 12
 PU2228'FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 PU2228'DISK IS STAMPED BENCH 1951.
 PU2228'
 PU2228'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2228'CYLINDERS.
 PU2228
 PU2228                          STATION RECOVERY (1962)
 PU2228
 PU2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2228'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK
 PU2228'2 WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 PU2228'
 PU2228'THE STATION IS 11 MILES SOUTH OF MAURINE, 9 MILES NORTH OF
 PU2228'STONEVILLE, IN THE SE 1/4 OF SECTION 35, T 11 N, R 12 E, ON THE
 PU2228'SUMMIT OF A NORTH-SOUTH CULTIVATED RIDGE AND UPON THE PROPERTY OF
 PU2228'MR CECIL VIG.
 PU2228'
 PU2228'THE STATION WAS REACHED FROM THE STORE AND POST OFFICE AT MUD
 PU2228'BUTTE BY DRIVING NORTHEAST AND EAST ON U.S. HIGHWAY 212 FOR 7.7
 PU2228'MILES TO A TOURIST REST AREA AND HIGHWAY HISTORIC MARKER, BEN
 PU2228'ASH MONUMENT, ON THE LEFT.  CONTINUE EAST ON THE HIGHEST FOR 3.75
 PU2228'MILES TO A GRAVELED SIDE ROAD ON THE RIGHT, WHICH IS 1/4 MILE
 PU2228'WEST OF THE PRAIRIE HOME COMMUNITY CHURCH AND PARSONAGE.  TURN
 PU2228'RIGHT AND DRIVE SOUTH ON THE GRAVELED ROAD FOR 8.25 MILES TO A
 PU2228'GRAVELED SIDE ROAD ON THE RIGHT.  KEEP STRAIGHT AHEAD, SOUTH,
 PU2228'FOR 1.0 MILE TO A GRAVELED SIDE ROAD ON THE LEFT.  CONTINUE
 PU2228'STRAIGHT AHEAD, SOUTH, FOR 2.05 MILES TO WIRE GATES ON BOTH
 PU2228'EAST AND WEST SIDES OF THE ROAD.  TURN LEFT, PASS THROUGH THE
 PU2228'GATE AND DRIVE EAST ON A TRACK ROAD ALONG THE NORTH SIDE OF A
 PU2228'SECTION FENCE FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PU2228'CONTINUE EAST ON THE TRACK ROAD FOR 0.05 MILE TO THE
 PU2228'T-INTERSECTION OF THE EAST-WEST SECTION FENCE WITH A
 PU2228'NORTH-SOUTH FENCE AND A WIRE GATE.  PASS THROUGH THE GATE
 PU2228'AND DRIVE EAST ON THE ROAD FOR 0.25 MILE TO THE SUMMIT OF A
 PU2228'NORTH-SOUTH RIDGE AND THE STATION ON THE LEFT.
 PU2228'
 PU2228'THE STATION MARK, A STANDARD DISK STAMPED BENCH 1951, IS SET IN
 PU2228'THE TOP OF CYLINDERICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2228'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 88.5 FEET
 PU2228'NORTH OF THE EAST-WEST SECTION LINE ROAD.
 PU2228'
 PU2228'REFERENCE MARK 1, A STANDARD DISK STAMPED BENCH NO 1 1951, IS
 PU2228'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2228'DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 55
 PU2228'FEET NORTH OF THE SECTION ROAD AND ABOUT 1-FOOT LOWER IN
 PU2228'ELEVATION THAN THE STATION MARK.
 PU2228'
 PU2228'REFERENCE MARK 2, A STANDARD DISK STAMPED BENCH NO 2 1951, IS SET
 PU2228'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2228'DIAMETER, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT
 PU2228'IS ABOUT 1-FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 PU2228'
 PU2228'THE AZIMUTH MARK, A STANDARD DISK STAMPED BENCH 1951, IS SET IN
 PU2228'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2228'PROJECTING 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 21
 PU2228'FEET SOUTH OF THE EAST-WEST SECTION LINE ROAD, AND 13.0 FEET NORTH
 PU2228'OF THE EAST-WEST SECTION LINE FENCE AND A METAL WITNESS POST WITH
 PU2228'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0928 ***********************************************************************
 OR0928  DESIGNATION -  BEND
 OR0928  PID         -  OR0928
 OR0928  STATE/COUNTY-  SD/LYMAN
 OR0928  COUNTRY     -  US
 OR0928  USGS QUAD   -  RELIANCE SE (2017)
 OR0928
 OR0928                         *CURRENT SURVEY CONTROL
 OR0928  ______________________________________________________________________
 OR0928* NAD 83(1996) POSITION- 43 47 03.35580(N) 099 32 45.94950(W)   ADJUSTED
 OR0928* NAVD 88 ORTHO HEIGHT -   549.9   (meters)     1804.    (feet) VERTCON3
 OR0928  ______________________________________________________________________
 OR0928  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 OR0928  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 OR0928  HORZ ORDER      -  SECOND
 OR0928  VERT ORDER      -  THIRD ? (See Below)
 OR0928
 OR0928.The horizontal coordinates were established by classical geodetic methods
 OR0928.and adjusted by the National Geodetic Survey in January 1998.
 OR0928
 OR0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0928
 OR0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0928.GEOID18 height accuracy estimate available here.
 OR0928
 OR0928.The vertical order pertains to the NGVD 29 superseded value.
 OR0928
 OR0928.Click photographs - Photos may exist for this station.
 OR0928
 OR0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0928
 OR0928. The following values were computed from the NAD 83(1996) position.
 OR0928
 OR0928;                    North         East     Units Scale Factor Converg.
 OR0928;SPC SD S     -   161,486.865   663,362.975   MT  0.99991105   +0 32 35.1
 OR0928;SPC SD S     -   529,811.49  2,176,383.36   sFT  0.99991105   +0 32 35.1
 OR0928;UTM  14      - 4,848,057.039   456,058.790   MT  0.99962375   -0 22 40.4
 OR0928
 OR0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0928!SPC SD S     -   0.99991780  x   0.99991105  =   0.99982886
 OR0928!UTM  14      -   0.99991780  x   0.99962375  =   0.99954159
 OR0928
 OR0928:                Primary Azimuth Mark                     Grid Az
 OR0928:SPC SD S     -  BEND AZ MK                               022 26 34.9
 OR0928:UTM  14      -  BEND AZ MK                               023 21 50.4
 OR0928
 OR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5605848057(NAD 83)
 OR0928
 OR0928|---------------------------------------------------------------------|
 OR0928| PID    Reference Object                     Distance      Geod. Az  |
 OR0928|                                                           dddmmss.s |
 OR0928| CO2231 BEND AZ MK                                         0225910.0 |
 OR0928| CO2232 BEND RM 1                             7.047 METERS 11008     |
 OR0928| CO2233 BEND RM 2                             9.781 METERS 20727     |
 OR0928|---------------------------------------------------------------------|
 OR0928
 OR0928                          SUPERSEDED SURVEY CONTROL
 OR0928
 OR0928  NAD 83(1986)-  43 47 03.35665(N)    099 32 45.95735(W) AD(       ) 2
 OR0928  NAD 27      -  43 47 03.36200(N)    099 32 44.56500(W) AD(       ) 2
 OR0928
 OR0928.Superseded values are not recommended for survey control.
 OR0928
 OR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0928.See file dsdata.pdf to determine how the superseded data were derived.
 OR0928
 OR0928_MARKER: DS = TRIANGULATION STATION DISK
 OR0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0928_STAMPING: BEND 1936
 OR0928_MARK LOGO: CGS
 OR0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0928+STABILITY: SURFACE MOTION
 OR0928
 OR0928  HISTORY     - Date     Condition        Report By
 OR0928  HISTORY     - 1936     MONUMENTED       CGS
 OR0928
 OR0928                          STATION DESCRIPTION
 OR0928
 OR0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0928'STATION IS LOCATED IN LYMAN COUNTY, S. DAK., ABOUT 38 MILES
 OR0928'NORTHEAST OF WINNER, ABOUT 20 MILES NORTH-NORTHWEST OF IONA,
 OR0928'ON THE EASTWARD SIDE OF A GRADED DIRT ROAD LEADING FROM
 OR0928'WINNER TO U.S. HIGHWAY 16 AT THE HIGHEST POINT OF A PASTURE
 OR0928'HILL, ABOUT 0.2 MILE EAST OF THE DIRT ROAD IN THE PASTURE.
 OR0928'
 OR0928'TO REACH FROM GREGORY, GO NORTH ON STATE HIGHWAY 47 TO ITS
 OR0928'JUNCTION WITH U.S. HIGHWAY 16, PROCEED WEST 6.5 MILES ALONG
 OR0928'U.S. 16 TO A DIRT ROAD LEADING OFF TO THE LEFT, FOLLOW DIRT
 OR0928'ROAD 1.3 MILES TO THE CENTER OF RIGHT-HAND CURVE, LEAVE ROAD
 OR0928'AND GO EAST ABOUT 0.2 MILE INTO PASTURE AT HIGHEST POINT.
 OR0928'
 OR0928'TO REACH FROM CHAMBERLAIN GO WEST ON U.S. HIGHWAY 16 FOR
 OR0928'13.8 MILES TO A DIRT ROAD LEADING OFF TO THE LEFT, TAKE DIRT
 OR0928'ROAD FOR 1.3 MILES TO THE CENTER OF A RIGHT-HAND CURVE,
 OR0928'LEAVE ROAD AT THIS POINT AND GO EAST ABOUT 0.2 MILE INTO A
 OR0928'PASTURE TO THE HIGHEST POINT ON HILL.
 OR0928'
 OR0928'REFERENCE MARK NO. 1 IS 23.12 FEET NORTH OF THE STATION,
 OR0928'AND 41.84 FEET WEST-NORTHWEST OF REFERENCE MARK NO. 2.
 OR0928'
 OR0928'REFERENCE MARK NO. 2 IS 32.09 FEET EAST OF THE STATION AND
 OR0928'41.84 FEET EAST-SOUTHEAST OF REFERENCE MARK NO. 1.
 OR0928'
 OR0928'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION
 OR0928'ALONG A DIRT ROAD, IN A FENCE LINE 10 FEET WEST OF A SMALL
 OR0928'TELEPHONE POLE, 0.1 MILE FROM THE POINT OF CURVE, 0.3 MILE
 OR0928'FROM THE POINT YOU LEAVE THE ROAD TO GO TO STATION.
 OR0928'
 OR0928'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0928'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2365 ***********************************************************************
 PU2365  DESIGNATION -  BEND
 PU2365  PID         -  PU2365
 PU2365  STATE/COUNTY-  SD/BUTTE
 PU2365  COUNTRY     -  US
 PU2365  USGS QUAD   -  SAINT ONGE (2017)
 PU2365
 PU2365                         *CURRENT SURVEY CONTROL
 PU2365  ______________________________________________________________________
 PU2365* NAD 83(1996) POSITION- 44 37 08.28159(N) 103 44 40.32813(W)   ADJUSTED
 PU2365* NAVD 88 ORTHO HEIGHT -  1077.    (meters)     3533.    (feet) SCALED
 PU2365  ______________________________________________________________________
 PU2365  GEOID HEIGHT    -        -15.372 (meters)                     GEOID18
 PU2365  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 PU2365  HORZ ORDER      -  SECOND
 PU2365
 PU2365.The horizontal coordinates were established by classical geodetic methods
 PU2365.and adjusted by the National Geodetic Survey in January 1998.
 PU2365
 PU2365.The orthometric height was scaled from a topographic map.
 PU2365
 PU2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2365.GEOID18 height accuracy estimate available here.
 PU2365
 PU2365.Click photographs - Photos may exist for this station.
 PU2365
 PU2365.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2365
 PU2365. The following values were computed from the NAD 83(1996) position.
 PU2365
 PU2365;                    North         East     Units Scale Factor Converg.
 PU2365;SPC SD N     -    94,173.093   302,920.586   MT  0.99996740   -2 39 00.5
 PU2365;SPC SD N     -   308,966.22    993,831.96   sFT  0.99996740   -2 39 00.5
 PU2365;UTM  13      - 4,941,390.441   599,603.545   MT  0.99972200   +0 52 54.8
 PU2365
 PU2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2365!SPC SD N     -   0.99983365  x   0.99996740  =   0.99980105
 PU2365!UTM  13      -   0.99983365  x   0.99972200  =   0.99955570
 PU2365
 PU2365:                Primary Azimuth Mark                     Grid Az
 PU2365:SPC SD N     -  BEND AZ MK                               293 48 25.5
 PU2365:UTM  13      -  BEND AZ MK                               290 16 30.2
 PU2365
 PU2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9960341390(NAD 83)
 PU2365
 PU2365|---------------------------------------------------------------------|
 PU2365| PID    Reference Object                     Distance      Geod. Az  |
 PU2365|                                                           dddmmss.s |
 PU2365| CP9630 BEND RM 1                            12.192 METERS 06539     |
 PU2365| CP9629 BEND AZ MK                                         2910925.0 |
 PU2365| CP9631 BEND RM 2                            11.585 METERS 29752     |
 PU2365|---------------------------------------------------------------------|
 PU2365
 PU2365                          SUPERSEDED SURVEY CONTROL
 PU2365
 PU2365  NAD 83(1993)-  44 37 08.27560(N)    103 44 40.32943(W) AD(       ) 2
 PU2365  NAD 83(1986)-  44 37 08.27049(N)    103 44 40.32312(W) AD(       ) 2
 PU2365  NAD 27      -  44 37 08.32720(N)    103 44 38.60930(W) AD(       ) 2
 PU2365
 PU2365.Superseded values are not recommended for survey control.
 PU2365
 PU2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2365.See file dsdata.pdf to determine how the superseded data were derived.
 PU2365
 PU2365_MARKER: DS = TRIANGULATION STATION DISK
 PU2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2365_STAMPING: BEND 1962
 PU2365_MARK LOGO: CGS
 PU2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2365+STABILITY: SURFACE MOTION
 PU2365
 PU2365  HISTORY     - Date     Condition        Report By
 PU2365  HISTORY     - 1962     MONUMENTED       CGS
 PU2365
 PU2365                          STATION DESCRIPTION
 PU2365
 PU2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2365'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF BELLE
 PU2365'FOURCHE, 4.5 MILES NORTHWEST OF SAINT ONGE AND 4.0 MILES
 PU2365'SOUTH-SOUTHWEST OF FRUITDALE ON THE HIGHEST PART OF A
 PU2365'FLAT-TOP GRASS-COVERED HILL AND NEAR THE NORTHWEST EDGE OF THE
 PU2365'HILL WHERE IT DROPS SHARPLY TO THE NORTH.
 PU2365'
 PU2365'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 PU2365'U.S. HIGHWAY 212, IN BELLE FOURCHE, GO EASTERLY ON U.S. HIGHWAY
 PU2365'212 FOR 2.0 MILES TO AN ANGLING CROSSROAD.  TURN RIGHT AND GO
 PU2365'ESAT ON GRAVELED ROAD FOR 0.65 MILE TO T-JUNCTION.  TURN RIGHT
 PU2365'AND GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO CROSSROAD.
 PU2365'TURN LEFT AND GO EAST AND SOUTHEAST ON GRAVELED ROAD FOR
 PU2365'2.0 MILES TO T-JUNCTION RIGHT.  TURN RIGHT AND GO SOUTH ON
 PU2365'DIRT ROAD FOR 1.5 MILES TO TWO GATES, PASS THROUGH GATES AND
 PU2365'CONTINUE SOUTH ON DIRT ROAD FOR 0.6 MILE TO FORK AT FENCE
 PU2365'CORNER.  TAKE THE LEFT FORK AND GO EASTERLY ON TRACK ROAD
 PU2365'FOR 0.75 MILE TO THREE-WAY FORKS.  TAKE THE CENTER FORK AND
 PU2365'GO EAST-SOUTHEAST ON TRACK ROAD, FOLLOWING AN OLD GRADED
 PU2365'ROAD BED, FOR 0.3 MILE TO WIRE GATE IN A NORTH-SOUTH
 PU2365'FENCE LINE.  CONTINUE SOUTHEASTERLY ON OLD GRADED ROAD BED,
 PU2365'AVOIDING WASHOUTS, FOR 0.35 MILE.  TURN LEFT, LEAVING OLD GRADED
 PU2365'ROAD BED, AND DRIVE NORTH-NORTHEAST UP OPEN GRASS RIDGE
 PU2365'FOR 0.25 MILE TO CREST IN SMALL SADDLE.  TURN LEFT AND
 PU2365'DRIVE NORTHWEST ALONG RIDGE FOR 0.15 MILE TO TOP OF HILL
 PU2365'AND THE STATION.
 PU2365'
 PU2365'THE STATION MARK IS A STANDARD DISK STAMPED BEND 1962 SET
 PU2365'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN
 PU2365'DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 PU2365'11 FEET SOUTHWEST OF THE NORTHWEST EDGE OF SHARP BREAK TO
 PU2365'THE NORTH.
 PU2365'
 PU2365'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEND NO 1 1962
 PU2365'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 PU2365'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 PU2365'IT IS 11 FEET SOUTHWEST OF THE NORTHWEST EDGE OF SHARP BREAK
 PU2365'TO THE NORTH.
 PU2365'
 PU2365'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEND NO 2 1962
 PU2365'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 PU2365'IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 PU2365'IT IS 8 FEET SOUTHWEST OF THE NORTHWEST EDGE OF SHARP
 PU2365'BREAK TO THE NORTH.
 PU2365'
 PU2365'TO REACH THE AZIMUTH MARK FROM THE FENCE CORNER AFTER PASSING
 PU2365'THROUGH 2 GATES.  GO EAST ON TRACK ROAD FOR 0.25 MILE TO THE
 PU2365'AZIMUTH MARK IN FENCE LINE.  IT IS 105 FEET WEST OF SOUTHEAST
 PU2365'FENCE CORNER, 42 FEET NORTH OF THE CENTER OF TRACK ROAD, 1
 PU2365'FOOT SOUTHEAST OF METAL WITNESS POST AND 1 FOOT SOUTH OF FENCE
 PU2365'LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0737 ***********************************************************************
 PU0737  DESIGNATION -  BEND RESET
 PU0737  PID         -  PU0737
 PU0737  STATE/COUNTY-  SD/MEADE
 PU0737  COUNTRY     -  US
 PU0737  USGS QUAD   -  CAMP CREEK (2017)
 PU0737
 PU0737                         *CURRENT SURVEY CONTROL
 PU0737  ______________________________________________________________________
 PU0737* NAD 83(1996) POSITION- 44 57 30.82572(N) 102 52 38.69587(W)   ADJUSTED
 PU0737* NAVD 88 ORTHO HEIGHT -   862.49  (meters)     2829.7   (feet) RESET
 PU0737  ______________________________________________________________________
 PU0737  GEOID HEIGHT    -        -17.441 (meters)                     GEOID18
 PU0737  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 PU0737  HORZ ORDER      -  THIRD
 PU0737  VERT ORDER      -  THIRD
 PU0737
 PU0737.The horizontal coordinates were established by classical geodetic methods
 PU0737.and adjusted by the National Geodetic Survey in January 1998.
 PU0737
 PU0737.The orthometric height was computed from unverified reset data.
 PU0737
 PU0737.No vertical observational check was made to the station.
 PU0737
 PU0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0737.GEOID18 height accuracy estimate available here.
 PU0737
 PU0737.Click photographs - Photos may exist for this station.
 PU0737
 PU0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0737
 PU0737. The following values were computed from the NAD 83(1996) position.
 PU0737
 PU0737;                    North         East     Units Scale Factor Converg.
 PU0737;SPC SD N     -   129,072.081   373,022.749   MT  0.99994041   -2 02 11.2
 PU0737;SPC SD N     -   423,463.99  1,223,825.47   sFT  0.99994041   -2 02 11.2
 PU0737;UTM  13      - 4,980,538.910   667,412.775   MT  0.99994464   +1 30 00.6
 PU0737
 PU0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0737!SPC SD N     -   0.99986752  x   0.99994041  =   0.99980794
 PU0737!UTM  13      -   0.99986752  x   0.99994464  =   0.99981217
 PU0737
 PU0737:                Primary Azimuth Mark                     Grid Az
 PU0737:SPC SD N     -  C 122                                    174 37 58.7
 PU0737:UTM  13      -  C 122                                    171 05 46.9
 PU0737
 PU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6741280538(NAD 83)
 PU0737
 PU0737|---------------------------------------------------------------------|
 PU0737| PID    Reference Object                     Distance      Geod. Az  |
 PU0737|                                                           dddmmss.s |
 PU0737| PU0734 C 122                                              1723547.5 |
 PU0737| PU0739 BEND RM 3                            14.091 METERS 19736     |
 PU0737| PU0735 BEND RM 1                             9.720 METERS 22952     |
 PU0737| PU0738 BEND RM 2                             9.525 METERS 35436     |
 PU0737|---------------------------------------------------------------------|
 PU0737
 PU0737                          SUPERSEDED SURVEY CONTROL
 PU0737
 PU0737  NAD 83(1993)-  44 57 30.81830(N)    102 52 38.69468(W) AD(       ) 3
 PU0737  NAD 83(1986)-  44 57 30.81624(N)    102 52 38.69361(W) AD(       ) 3
 PU0737  NAD 27      -  44 57 30.85700(N)    102 52 37.09900(W) AD(       ) 3
 PU0737  NGVD 29 (04/17/07)  862.03   (m)         2828.2    (f) RESET       3  
 PU0737
 PU0737.Superseded values are not recommended for survey control.
 PU0737
 PU0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0737.See file dsdata.pdf to determine how the superseded data were derived.
 PU0737
 PU0737_MARKER: DH = HORIZONTAL CONTROL DISK
 PU0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0737_STAMPING: BEND 1951 1975
 PU0737_MARK LOGO: NGS
 PU0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0737+STABILITY: SURFACE MOTION
 PU0737
 PU0737  HISTORY     - Date     Condition        Report By
 PU0737  HISTORY     - 1975     MONUMENTED       NGS
 PU0737
 PU0737                          STATION DESCRIPTION
 PU0737
 PU0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PU0737'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 PU0737'CONDITION.  THE SURFACE AND UNDERGROUND STATION MARKS, AND REFERENCE
 PU0737'MARK NO. 2 WERE NOT RECOVERED, APPARENTLY DESTROYED DURING GRADING
 PU0737'OPERATIONS.  THE POSITION OF THE ORIGINAL STATION MARK WAS
 PU0737'DETERMINED, A NEW UNDERGROUND STATION MARK WAS SET 3 FEET BELOW THE
 PU0737'SURFACE AND A NEW SURFACE STATION MARK WAS PLUMBED OVER IT AND SET
 PU0737'FLUSH WITH THE GROUND.  REFERENCE MARK NO. 3 WAS SET.
 PU0737'
 PU0737'A NEW DESCRIPTION FOLLOWS--
 PU0737'
 PU0737'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF MUD BUTTE AND 6
 PU0737'MILES NORTH OF SULPHUR, ALONG OLD U.S. HIGHWAY 212, ON THE TOP OF A
 PU0737'PROMINENT HILL, AT A FIELD ROAD LEADING WEST.  THE STATION MARK AND
 PU0737'BENCH MARK C 122 ARE ON THE ROAD RIGHT-OF-WAY, REFERENCE MARKS NO.
 PU0737'1 AND NO. 3 ARE ON PROPERTY OF MR. NORMAN MCGILLIVARY.
 PU0737'
 PU0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND A
 PU0737'GRAVELED CROSSROAD AT MUD BUTTE, GO SOUTH ON THE GRAVELED ROAD FOR
 PU0737'3.25 MILES TO THE FIELD ROAD ON THE RIGHT AND THE STATION AS
 PU0737'DESCRIBED.
 PU0737'
 PU0737'THE STATION MARK IS A STANDARD DISK STAMPED BEND 1951 1975, SET
 PU0737'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 PU0737'IS 70 FEET NORTH-NORTHEAST OF THE CENTER OF THE FARM GATE, 32 FEET
 PU0737'WEST OF THE CENTER OF THE GRAVELED ROAD, 11-1/2 FEET NORTHEAST OF
 PU0737'AN ANGLING FENCE CORNER, AND 7-1/2 FEET EAST OF A FENCE AND A
 PU0737'METAL WITNESS POST.
 PU0737'
 PU0737'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEND NO 1 1951, SET
 PU0737'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT
 PU0737'IS 59 FEET WEST OF THE CENTER OF THE ROAD, 50 FEET NORTH OF THE
 PU0737'CENTER OF THE FIELD ROAD, 27 FEET WEST OF THE METAL WITNESS POST,
 PU0737'AND 6 FEET WEST OF A GATE POST.
 PU0737'
 PU0737'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BEND 1951 NO 3
 PU0737'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PU0737'GROUND.  IT IS 46 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 24
 PU0737'FEET NORTH OF THE CENTER OF THE FIELD ROAD, AND 0.5 FOOT EAST OF A
 PU0737'FENCE.
 PU0737'
 PU0737'BENCH MARK C 122 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK
 PU0737'STAMPED C 122 1934, SET IN THE TOP OF A 6X6-INCH SQUARE CONCRETE
 PU0737'POST WHICH PROJECTS 3-INCHES.  IT IS 0.15 MILE SOUTHEAST OF WHERE
 PU0737'THE ROAD CURVES FROM NORTH TO SOUTHEAST, 45 FEET SOUTHWEST OF THE
 PU0737'CENTER OF THE ROAD, 1.0 FOOT EAST OF ONE METAL WITNESS POST AND
 PU0737'1.0 FOOT NORTH OF ANOTHER METAL WITNESS POST.
 PU0737'
 PU0737'TO REACH BENCH MARK C 122 FROM THE STATION, GO SOUTH AND SOUTHEAST
 PU0737'ON THE GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 PU0737'DESCRIBED.
 PU0737'
 PU0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 PU0737'SOUTH OF MUD BUTTE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0735 ***********************************************************************
 PU0735  DESIGNATION -  BEND RM 1
 PU0735  PID         -  PU0735
 PU0735  STATE/COUNTY-  SD/MEADE
 PU0735  COUNTRY     -  US
 PU0735  USGS QUAD   -  CAMP CREEK (2017)
 PU0735
 PU0735                         *CURRENT SURVEY CONTROL
 PU0735  ______________________________________________________________________
 PU0735* NAD 83(1986) POSITION- 44 57 30.62   (N) 102 52 39.03   (W)   HD_HELD1
 PU0735* NAVD 88 ORTHO HEIGHT -   863.752 (meters)     2833.83  (feet) ADJUSTED
 PU0735  ______________________________________________________________________
 PU0735  GEOID HEIGHT    -        -17.440 (meters)                     GEOID18
 PU0735  DYNAMIC HEIGHT  -        863.569 (meters)     2833.23  (feet) COMP
 PU0735  MODELED GRAVITY -    980,375.8   (mgal)                       NAVD 88
 PU0735
 PU0735  VERT ORDER      -  SECOND    CLASS 0
 PU0735
 PU0735.The horizontal coordinates were determined by differentially corrected
 PU0735.hand held GPS observations or other comparable positioning techniques
 PU0735.and have an estimated accuracy of +/- 3 meters.
 PU0735
 PU0735.The orthometric height was determined by differential leveling and
 PU0735.adjusted by the NATIONAL GEODETIC SURVEY
 PU0735.in June 1991.
 PU0735
 PU0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0735.GEOID18 height accuracy estimate available here.
 PU0735
 PU0735.Click photographs - Photos may exist for this station.
 PU0735
 PU0735.The dynamic height is computed by dividing the NAVD 88
 PU0735.geopotential number by the normal gravity value computed on the
 PU0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0735.degrees latitude (g = 980.6199 gals.).
 PU0735
 PU0735.The modeled gravity was interpolated from observed gravity values.
 PU0735
 PU0735;                    North         East    Units  Estimated Accuracy
 PU0735;SPC SD N     -   129,066.0     373,015.2     MT  (+/- 3 meters HH1 GPS) 
 PU0735
 PU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6740580532(NAD 83)
 PU0735
 PU0735                          SUPERSEDED SURVEY CONTROL
 PU0735
 PU0735  NGVD 29 (??/??/92)  863.284  (m)         2832.29   (f) ADJ UNCH    2 0
 PU0735
 PU0735.Superseded values are not recommended for survey control.
 PU0735
 PU0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0735.See file dsdata.pdf to determine how the superseded data were derived.
 PU0735
 PU0735_MARKER: DR = REFERENCE MARK DISK
 PU0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0735_STAMPING: BEND NO 1 1951
 PU0735_MARK LOGO: CGS
 PU0735_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0735+STABILITY: SURFACE MOTION
 PU0735
 PU0735  HISTORY     - Date     Condition        Report By
 PU0735  HISTORY     - 1951     MONUMENTED       CGS
 PU0735  HISTORY     - 1962     GOOD             CGS
 PU0735  HISTORY     - 1975     GOOD             USGS
 PU0735
 PU0735                          STATION DESCRIPTION
 PU0735
 PU0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0735'3.4 MI S FROM MUD BUTTE.
 PU0735'3.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0735'MUD BUTTE, AT THE JUNCTION OF A DIRT ROAD WEST, 60 FEET WEST
 PU0735'OF THE CENTER LINE OF THE ROAD, 61 FEET NORTH OF THE CENTER
 PU0735'LINE OF THE ROAD WEST, 32.0 FEET SOUTHWEST OF THE STATION, 43
 PU0735'FEET SOUTH-SOUTHEAST OF A POWER POLE, 3.2 FEET NORTH OF A FENCE,
 PU0735'ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE
 PU0735'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PU0735
 PU0735                          STATION RECOVERY (1975)
 PU0735
 PU0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 PU0735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0739 ***********************************************************************
 PU0739  DESIGNATION -  BEND RM 3
 PU0739  PID         -  PU0739
 PU0739  STATE/COUNTY-  SD/MEADE
 PU0739  COUNTRY     -  US
 PU0739  USGS QUAD   -  CAMP CREEK (2017)
 PU0739
 PU0739                         *CURRENT SURVEY CONTROL
 PU0739  ______________________________________________________________________
 PU0739* NAD 83(1986) POSITION- 44 57 30.39   (N) 102 52 38.89   (W)   HD_HELD1
 PU0739* NAVD 88 ORTHO HEIGHT -   862.68  (meters)     2830.3   (feet) RESET
 PU0739  ______________________________________________________________________
 PU0739  GEOID HEIGHT    -        -17.441 (meters)                     GEOID18
 PU0739  VERT ORDER      -  THIRD
 PU0739
 PU0739.The horizontal coordinates were determined by differentially corrected
 PU0739.hand held GPS observations or other comparable positioning techniques
 PU0739.and have an estimated accuracy of +/- 3 meters.
 PU0739
 PU0739.The orthometric height was computed from unverified reset data.
 PU0739
 PU0739.No vertical observational check was made to the station.
 PU0739
 PU0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0739.GEOID18 height accuracy estimate available here.
 PU0739
 PU0739.Click photographs - Photos may exist for this station.
 PU0739
 PU0739;                    North         East    Units  Estimated Accuracy
 PU0739;SPC SD N     -   129,058.8     373,018.0     MT  (+/- 3 meters HH1 GPS) 
 PU0739
 PU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6740880525(NAD 83)
 PU0739
 PU0739                          SUPERSEDED SURVEY CONTROL
 PU0739
 PU0739  NGVD 29 (04/17/07)  862.21   (m)         2828.8    (f) RESET       3  
 PU0739
 PU0739.Superseded values are not recommended for survey control.
 PU0739
 PU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0739.See file dsdata.pdf to determine how the superseded data were derived.
 PU0739
 PU0739_MARKER: DR = REFERENCE MARK DISK
 PU0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0739_STAMPING: BEND 1951 NO 3 1975
 PU0739_MARK LOGO: NGS
 PU0739_PROJECTION: FLUSH
 PU0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0739+STABILITY: SURFACE MOTION
 PU0739
 PU0739  HISTORY     - Date     Condition        Report By
 PU0739  HISTORY     - 1975     MONUMENTED       NGS
 PU0739  HISTORY     - 1976     GOOD             NGS
 PU0739
 PU0739                          STATION DESCRIPTION
 PU0739
 PU0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 PU0739'3.4 MI S FROM MUD BUTTE.
 PU0739'3.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MUD
 PU0739'BUTTE, AT A FIELD ENTRANCE, 46 FEET WEST OF THE CENTER OF THE
 PU0739'GRAVELED ROAD, 24 FEET SOUTH OF AN ANGLING FENCE CORNER, 24 FEET
 PU0739'NORTH OF THE CENTER OF THE FIELD ENTRANCE, 0.5 FOOT EAST
 PU0739'OF A FENCE, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PU0739'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0860 ***********************************************************************
 OR0860  DESIGNATION -  BENDER
 OR0860  PID         -  OR0860
 OR0860  STATE/COUNTY-  SD/BRULE
 OR0860  COUNTRY     -  US
 OR0860  USGS QUAD   -  IONA NW (2017)
 OR0860
 OR0860                         *CURRENT SURVEY CONTROL
 OR0860  ______________________________________________________________________
 OR0860* NAD 83(1996) POSITION- 43 40 23.93145(N) 099 27 02.86309(W)   ADJUSTED
 OR0860* NAVD 88 ORTHO HEIGHT -   446.    (meters)     1463.    (feet) SCALED
 OR0860  ______________________________________________________________________
 OR0860  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 OR0860  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 OR0860  HORZ ORDER      -  THIRD
 OR0860
 OR0860.The horizontal coordinates were established by classical geodetic methods
 OR0860.and adjusted by the National Geodetic Survey in January 1998.
 OR0860
 OR0860.The orthometric height was scaled from a topographic map.
 OR0860
 OR0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0860.GEOID18 height accuracy estimate available here.
 OR0860
 OR0860.Click photographs - Photos may exist for this station.
 OR0860
 OR0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0860
 OR0860. The following values were computed from the NAD 83(1996) position.
 OR0860
 OR0860;                    North         East     Units Scale Factor Converg.
 OR0860;SPC SD S     -   149,238.340   671,164.316   MT  0.99990733   +0 36 31.8
 OR0860;SPC SD S     -   489,626.12  2,201,978.26   sFT  0.99990733   +0 36 31.8
 OR0860;UTM  14      - 4,835,688.340   463,660.151   MT  0.99961624   -0 18 40.7
 OR0860
 OR0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0860!SPC SD S     -   0.99993409  x   0.99990733  =   0.99984143
 OR0860!UTM  14      -   0.99993409  x   0.99961624  =   0.99955036
 OR0860
 OR0860:                Primary Azimuth Mark                     Grid Az
 OR0860:SPC SD S     -  BENDER AZ MK                             285 00 01.7
 OR0860:UTM  14      -  BENDER AZ MK                             285 55 14.2
 OR0860
 OR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6366035688(NAD 83)
 OR0860
 OR0860|---------------------------------------------------------------------|
 OR0860| PID    Reference Object                     Distance      Geod. Az  |
 OR0860|                                                           dddmmss.s |
 OR0860| CO2235 BENDER RM 1                          21.638 METERS 06230     |
 OR0860| CO2234 BENDER AZ MK                                       2853633.5 |
 OR0860| CO2236 BENDER RM 2                          16.465 METERS 32856     |
 OR0860|---------------------------------------------------------------------|
 OR0860
 OR0860                          SUPERSEDED SURVEY CONTROL
 OR0860
 OR0860  NAD 83(1995)-  43 40 23.92933(N)    099 27 02.86803(W) AD(       ) 3
 OR0860  NAD 83(1986)-  43 40 23.93091(N)    099 27 02.86883(W) AD(       ) 3
 OR0860  NAD 27      -  43 40 23.93000(N)    099 27 01.50700(W) AD(       ) 3
 OR0860
 OR0860.Superseded values are not recommended for survey control.
 OR0860
 OR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0860.See file dsdata.pdf to determine how the superseded data were derived.
 OR0860
 OR0860_MARKER: DS = TRIANGULATION STATION DISK
 OR0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0860_STAMPING: BENDER 1948
 OR0860_MARK LOGO: CGS
 OR0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0860+STABILITY: SURFACE MOTION
 OR0860
 OR0860  HISTORY     - Date     Condition        Report By
 OR0860  HISTORY     - 1948     MONUMENTED       CGS
 OR0860
 OR0860                          STATION DESCRIPTION
 OR0860
 OR0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0860'LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF CHAMBERLIN AND
 OR0860'3/4 MILE NORTHEAST OF THE MISSOURI RIVER.  IT IS IN THE CENTER
 OR0860'AN INTERSECTION OF THREE ROADS, 31 FEET SOUTH OF THE EAST-WEST
 OR0860'FENCE LINE AND 8 FEET NORTH OF A WHITE WITNESS POST.  THE
 OR0860'MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED BENDER 1948.
 OR0860'
 OR0860'REFERENCE MARK NO. 1 IS 70.99 FEET NORTHEAST OF THE STATION,
 OR0860'AT THE EAST SIDE OF A GATEWAY TO A FIELD AND 4 FEET WEST OF
 OR0860'A FENCE-CORNER POST.  THE MARK PROJECTS ABOUT 8 INCHES AND
 OR0860'THE DISC IS STAMPED BENDER NO 1 1948.
 OR0860'
 OR0860'REFERENCE MARK NO. 2 IS 54.02 FEET NORTHWEST OF THE STATION,
 OR0860'ALONG THE NORTH SIDE OF THE ROAD AND 2 FEET SOUTH OF THE FENCE
 OR0860'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 OR0860'BENDER NO 2 1948.
 OR0860'
 OR0860'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST OF THE STATION,
 OR0860'ON A LOW KNOLL, 33 FEET WEST OF THE ROAD AND 2-1/2 FEET NORTH
 OR0860'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 OR0860'THE DISC IS STAMPED BENDER 1948.
 OR0860'
 OR0860'STATION WAS REACHED FROM THE TAFT HOTEL IN CHAMBERLAIN BY GOING
 OR0860'EAST AND SOUTH ON U.S. HIGHWAY 16 FOR 2.7 MILES TO A CROSSROADS,
 OR0860'WHERE THE HIGHWAY TURNS LEFT OR EAST.  CONTINUE SOUTH ON
 OR0860'GRAVELED ROAD FOR 6.0 MILES TO A T-INTERSECTION OF ROADS.
 OR0860'TURN RIGHT OR WEST ON GRADED DIRT ROAD (ROAD IS MEANDERING
 OR0860'NEAR THE WEST END) FOR 6.5 MILES TO A FORKS.  CONTINUE STRAIGHT
 OR0860'AHEAD OR WEST FOR 1.0 MILE TO A ROAD INTERSECTION AND THE
 OR0860'STATION SITE.  TO REACH THE AZIMUTH MARK CONTINUE EASTERLY ON
 OR0860'WINDING ROAD (DOWNHILL) FOR 0.2 MILES TO THE MARK ON THE
 OR0860'RIGHT.
 OR0860'
 OR0860'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0849 ***********************************************************************
 OR0849  DESIGNATION -  BENDON TOWNSHIP CATH CH SPIRE
 OR0849  PID         -  OR0849
 OR0849  STATE/COUNTY-  SD/BRULE
 OR0849  COUNTRY     -  US
 OR0849  USGS QUAD   -  EAGLE (2017)
 OR0849
 OR0849                         *CURRENT SURVEY CONTROL
 OR0849  ______________________________________________________________________
 OR0849* NAD 83(1996) POSITION- 43 36 06.86887(N) 099 04 22.30620(W)   ADJUSTED
 OR0849  ______________________________________________________________________
 OR0849  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 OR0849  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 OR0849  HORZ ORDER      -  THIRD
 OR0849
 OR0849.The horizontal coordinates were established by classical geodetic methods
 OR0849.and adjusted by the National Geodetic Survey in January 1998.
 OR0849
 OR0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0849.GEOID18 height accuracy estimate available here.
 OR0849
 OR0849.Click photographs - Photos may exist for this station.
 OR0849
 OR0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0849
 OR0849. The following values were computed from the NAD 83(1996) position.
 OR0849
 OR0849;                    North         East     Units Scale Factor Converg.
 OR0849;SPC SD S     -   141,699.543   701,757.668   MT  0.99990691   +0 52 10.3
 OR0849;SPC SD S     -   464,892.58  2,302,349.95   sFT  0.99990691   +0 52 10.3
 OR0849;UTM  14      - 4,827,661.766   494,119.370   MT  0.99960043   -0 03 00.9
 OR0849
 OR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9411927661(NAD 83)
 OR0849
 OR0849                          SUPERSEDED SURVEY CONTROL
 OR0849
 OR0849  NAD 83(1995)-  43 36 06.86899(N)    099 04 22.31076(W) AD(       ) 3
 OR0849  NAD 83(1986)-  43 36 06.86881(N)    099 04 22.31522(W) AD(       ) 3
 OR0849  NAD 27      -  43 36 06.86800(N)    099 04 20.99000(W) AD(       ) 3
 OR0849
 OR0849.Superseded values are not recommended for survey control.
 OR0849
 OR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0849.See file dsdata.pdf to determine how the superseded data were derived.
 OR0849
 OR0849_MARKER: 90 = CHURCH SPIRE
 OR0849
 OR0849  HISTORY     - Date     Condition        Report By
 OR0849  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0849
 OR0849                          STATION DESCRIPTION
 OR0849
 OR0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0849'TIP OF SPIRE (45 FEET), BENDON CATHOLIC CHURCH, ERECTED 1900.
 OR0849'LOCATED 13-1/2 MILES SOUTH AND 4-1/2 MILES EAST OF PUKWANA.
 OR0849'
 OR0849'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS RICHLAND
 OR0849'AND WILLRODT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1086 ***********************************************************************
 PT1086  DESIGNATION -  BENNET
 PT1086  PID         -  PT1086
 PT1086  STATE/COUNTY-  SD/STANLEY
 PT1086  COUNTRY     -  US
 PT1086  USGS QUAD   -  IRON POST BUTTES (2017)
 PT1086
 PT1086                         *CURRENT SURVEY CONTROL
 PT1086  ______________________________________________________________________
 PT1086* NAD 83(1996) POSITION- 44 41 41.50083(N) 100 41 47.89844(W)   ADJUSTED
 PT1086* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 PT1086  ______________________________________________________________________
 PT1086  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 PT1086  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 PT1086  HORZ ORDER      -  SECOND
 PT1086
 PT1086.The horizontal coordinates were established by classical geodetic methods
 PT1086.and adjusted by the National Geodetic Survey in January 1998.
 PT1086
 PT1086.The orthometric height was scaled from a topographic map.
 PT1086
 PT1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1086.GEOID18 height accuracy estimate available here.
 PT1086
 PT1086.Click photographs - Photos may exist for this station.
 PT1086
 PT1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1086
 PT1086. The following values were computed from the NAD 83(1996) position.
 PT1086
 PT1086;                    North         East     Units Scale Factor Converg.
 PT1086;SPC SD S     -   262,429.760   571,200.584   MT  1.00008383   -0 15 02.3
 PT1086;SPC SD S     -   860,988.30  1,874,013.92   sFT  1.00008383   -0 15 02.3
 PT1086;UTM  14      - 4,950,454.356   365,570.846   MT  0.99982223   -1 11 36.5
 PT1086
 PT1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1086!SPC SD S     -   0.99991266  x   1.00008383  =   0.99999648
 PT1086!UTM  14      -   0.99991266  x   0.99982223  =   0.99973490
 PT1086
 PT1086:                Primary Azimuth Mark                     Grid Az
 PT1086:SPC SD S     -  BENNET AZ MK                             210 03 01.3
 PT1086:UTM  14      -  BENNET AZ MK                             210 59 35.5
 PT1086
 PT1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6557050454(NAD 83)
 PT1086
 PT1086|---------------------------------------------------------------------|
 PT1086| PID    Reference Object                     Distance      Geod. Az  |
 PT1086|                                                           dddmmss.s |
 PT1086| CO4352 BENNET AZ MK                                       2094759.0 |
 PT1086| CO4353 BENNET RM 1                          15.518 METERS 21357     |
 PT1086| PT1089 WEST ORTON SCHOOL CHIMNEY           APPROX.13.4 KM 2775655.8 |
 PT1086| CO4354 BENNET RM 2                          18.230 METERS 30809     |
 PT1086|---------------------------------------------------------------------|
 PT1086
 PT1086                          SUPERSEDED SURVEY CONTROL
 PT1086
 PT1086  NAD 83(1986)-  44 41 41.49478(N)    100 41 47.90055(W) AD(       ) 2
 PT1086  NAD 27      -  44 41 41.55700(N)    100 41 46.36900(W) AD(       ) 2
 PT1086
 PT1086.Superseded values are not recommended for survey control.
 PT1086
 PT1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1086.See file dsdata.pdf to determine how the superseded data were derived.
 PT1086
 PT1086_MARKER: DB = BENCH MARK DISK
 PT1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1086_STAMPING: BENNET 1945
 PT1086_MARK LOGO: USGS
 PT1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1086+STABILITY: SURFACE MOTION
 PT1086
 PT1086  HISTORY     - Date     Condition        Report By
 PT1086  HISTORY     - 1945     MONUMENTED       USGS
 PT1086  HISTORY     - 1952     GOOD             CGS
 PT1086
 PT1086                          STATION DESCRIPTION
 PT1086
 PT1086'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (FXP)
 PT1086'STATION IS LOCATED ABOUT 27-1/2 MILES NORTH-NORTHWEST OF
 PT1086'PIERRE, ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF THE CONFLUENCE
 PT1086'OF THE CHEYENNE RIVER AND THE MISSOURI RIVER, IN THE SE 1/4
 PT1086'SEC. 34, T. 9 N., R. 28 E., AND ON LAND OWNED BY MR. W.H.
 PT1086'INGERTON.  IT IS ABOUT 100 YARDS SOUTH OF THE HIGHEST POINT
 PT1086'IN AN AREA OF ROUGH, HILLY PASTURE LAND, 76 FEET NORTH OF THE
 PT1086'APPROXIMATE CENTERLINE OF A TRACK ROAD, 80 FEET NORTH OF THE
 PT1086'NORTH EDGE OF A RAVINE THAT DROPS SHARPLY TO THE SOUTH, AND
 PT1086'6.4 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD USGS BM
 PT1086'DISK STAMPED BENNET 1945 SET IN A DRILL HOLE IN A 4-INCH BY
 PT1086'4-INCH CONCRETE POST THAT PROJECTS 10 INCHES.
 PT1086'
 PT1086'REFERENCE MARK NO. 1 IS 50.91 FEET SOUTHWEST OF THE STATION,
 PT1086'69 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE TRACK
 PT1086'ROAD, AND 45.2 FEET SOUTHWEST OF THE WITNESS POST.  IT PROJECTS
 PT1086'8 INCHES, AND THE DISK IS STAMPED BENNET USGS NO 1 1945.
 PT1086'
 PT1086'REFERENCE MARK NO. 2 IS 59.81 FEET NORTHWEST OF THE STATION,
 PT1086'AND 62.5 FEET NORTH OF THE WITNESS POST.  IT PROJECTS 8 INCHES,
 PT1086'AND THE DISK IS STAMPED BENNET USGS NO 2 1945.
 PT1086'
 PT1086'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTHWEST OF THE
 PT1086'STATION, ABOUT 10 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 PT1086'PROMINENT RIDGE AND ON ITS HIGHEST POINT, 65 FEET WEST OF THE
 PT1086'CENTERLINE OF A TRACK ROAD, AND 4 FEET WEST OF A WITNESS POST.
 PT1086'IT PROJECTS 8 INCHES AND THE DISK IS STAMPED BENNET USGS 1945.
 PT1086'
 PT1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 PT1086'AND 14 JUST WEST OF THE BRIDGE OVER THE MISSOURI RIVER IN
 PT1086'PIERRE, GO WESTERLY ON NO. 14 FOR 2.35 MILES TO A CROSSROAD
 PT1086'AT THE TOP OF A HILL.  THEN RIGHT ON A GRAVEL ROAD FOR 5.9 MILES
 PT1086'TO A FORK.  THEN RIGHT ROAD FOR 7.4 MILES TO A FORK.  THEN
 PT1086'LEFT ROAD FOR 3.1 MILES TO A FORK.  THEN RIGHT ROAD FOR 5.4
 PT1086'MILES TO A FORK AND A SIGN FT. BENNET.  THEN RIGHT ROAD FOR
 PT1086'11.1 MILES TO A BRIDGE OVER AGENCY CREEK.  CONTINUE FOR 1.3
 PT1086'MILES.  THEN LEFT, WESTERLY, FOR 0.2 MILE TO THE HOME OF MR.
 PT1086'R.E. RAMSEY.  CONTINUE WESTERLY, PASSING TO THE LEFT OF THE
 PT1086'HOUSE, FOR 0.35 MILE TO A GATE.  THEN THROUGH GATE,
 PT1086'CONTINUE WESTERLY FOR 1.0 MILE TO A GATE.  THEN THROUGH
 PT1086'GATE, CONTINUE WESTERLY ON THE TRACK ROAD, FOR 1.6 MILE TO
 PT1086'THE STATION ON THE RIGHT AS DESCRIBED.
 PT1086'
 PT1086'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWESTERLY
 PT1086'ON THE TRACK ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 PT1086'DESCRIBED.
 PT1086'
 PT1086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1086
 PT1086                          STATION RECOVERY (1952)
 PT1086
 PT1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1086'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 PT1086'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 PT1086'CORRECT.
 PT1086'
 PT1086'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0734 ***********************************************************************
 QS0734  DESIGNATION -  BENNETT
 QS0734  PID         -  QS0734
 QS0734  STATE/COUNTY-  SD/WALWORTH
 QS0734  COUNTRY     -  US
 QS0734  USGS QUAD   -  AKASKA NW (2017)
 QS0734
 QS0734                         *CURRENT SURVEY CONTROL
 QS0734  ______________________________________________________________________
 QS0734* NAD 83(1996) POSITION- 45 24 03.47697(N) 100 13 30.37313(W)   ADJUSTED
 QS0734* NAVD 88 ORTHO HEIGHT -   602.    (meters)     1975.    (feet) SCALED
 QS0734  ______________________________________________________________________
 QS0734  GEOID HEIGHT    -        -22.099 (meters)                     GEOID18
 QS0734  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 QS0734  HORZ ORDER      -  SECOND
 QS0734
 QS0734.The horizontal coordinates were established by classical geodetic methods
 QS0734.and adjusted by the National Geodetic Survey in January 1998.
 QS0734
 QS0734.The orthometric height was scaled from a topographic map.
 QS0734
 QS0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0734.GEOID18 height accuracy estimate available here.
 QS0734
 QS0734.Click photographs - Photos may exist for this station.
 QS0734
 QS0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0734
 QS0734. The following values were computed from the NAD 83(1996) position.
 QS0734
 QS0734;                    North         East     Units Scale Factor Converg.
 QS0734;SPC SD N     -   174,226.298   582,376.286   MT  0.99995772   -0 09 33.5
 QS0734;SPC SD N     -   571,607.45  1,910,679.53   sFT  0.99995772   -0 09 33.5
 QS0734;UTM  14      - 5,028,224.134   404,119.011   MT  0.99971303   -0 52 20.6
 QS0734
 QS0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0734!SPC SD N     -   0.99990903  x   0.99995772  =   0.99986676
 QS0734!UTM  14      -   0.99990903  x   0.99971303  =   0.99962209
 QS0734
 QS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0411928224(NAD 83)
 QS0734
 QS0734                          SUPERSEDED SURVEY CONTROL
 QS0734
 QS0734  NAD 83(1986)-  45 24 03.46768(N)    100 13 30.37398(W) AD(       ) 2
 QS0734  NAD 27      -  45 24 03.50200(N)    100 13 28.91200(W) AD(       ) 2
 QS0734  MORC        -  45 24 00.83000(N)    100 13 28.60000(W) AD(       ) 3
 QS0734
 QS0734.Superseded values are not recommended for survey control.
 QS0734
 QS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0734.See file dsdata.pdf to determine how the superseded data were derived.
 QS0734
 QS0734_MARKER: Z = SEE DESCRIPTION
 QS0734_SETTING: 0 = UNSPECIFIED SETTING
 QS0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0734
 QS0734  HISTORY     - Date     Condition        Report By
 QS0734  HISTORY     - 1889     MONUMENTED       MORC
 QS0734  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0734
 QS0734                          STATION DESCRIPTION
 QS0734
 QS0734'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0734'LOCATED ON THE LEFT BANK, 3-1/2 MILES E FROM RIVER, ON LAND
 QS0734'OF D.C. BENNETT, 61 FEET SW FROM THE SE CORNER OF HIS
 QS0734'HOUSE, AND 948 FEET NW FROM QUARTER SECTION CORNER ON S SIDE
 QS0734'OF SEC. 11, T. 122 N., R. 78 W.
 QS0734
 QS0734                          STATION RECOVERY (1945)
 QS0734
 QS0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0734'THIS POINT IS ON THE FLAT HILLTOP, NOW CULTIVATED, ACROSS
 QS0734'THE ROAD W FROM STATION MERKLE.  THE OLD HOUSE IS NOW GONE
 QS0734'AND NO EVIDENCE OF THE MARK REMAINS.  THE STATION IS BELIEVED LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0739 ***********************************************************************
 OQ0739  DESIGNATION -  BERESFORD EVAN LUTH CH SPIRE
 OQ0739  PID         -  OQ0739
 OQ0739  STATE/COUNTY-  SD/UNION
 OQ0739  COUNTRY     -  US
 OQ0739  USGS QUAD   -  BERESFORD (2017)
 OQ0739
 OQ0739                         *CURRENT SURVEY CONTROL
 OQ0739  ______________________________________________________________________
 OQ0739* NAD 83(1996) POSITION- 43 04 56.99194(N) 096 46 32.86725(W)   ADJUSTED
 OQ0739  ______________________________________________________________________
 OQ0739  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 OQ0739  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 OQ0739  HORZ ORDER      -  THIRD
 OQ0739
 OQ0739.The horizontal coordinates were established by classical geodetic methods
 OQ0739.and adjusted by the National Geodetic Survey in January 1998.
 OQ0739
 OQ0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0739.GEOID18 height accuracy estimate available here.
 OQ0739
 OQ0739.Click photographs - Photos may exist for this station.
 OQ0739
 OQ0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0739
 OQ0739. The following values were computed from the NAD 83(1996) position.
 OQ0739
 OQ0739;                    North         East     Units Scale Factor Converg.
 OQ0739;SPC SD S     -    89,428.805   889,593.639   MT  0.99995032   +2 27 15.0
 OQ0739;SPC SD S     -   293,401.00  2,918,608.46   sFT  0.99995032   +2 27 15.0
 OQ0739;UTM  14      - 4,772,377.089   681,051.550   MT  1.00000326   +1 31 10.8
 OQ0739
 OQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8105172377(NAD 83)
 OQ0739
 OQ0739                          SUPERSEDED SURVEY CONTROL
 OQ0739
 OQ0739  NAD 83(1995)-  43 04 56.99332(N)    096 46 32.86450(W) AD(       ) 3
 OQ0739  NAD 83(1986)-  43 04 56.99653(N)    096 46 32.85589(W) AD(       ) 3
 OQ0739  NAD 27      -  43 04 57.03600(N)    096 46 31.69900(W) AD(       ) 3
 OQ0739
 OQ0739.Superseded values are not recommended for survey control.
 OQ0739
 OQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0739.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0739
 OQ0739_MARKER: 90 = CHURCH SPIRE
 OQ0739
 OQ0739  HISTORY     - Date     Condition        Report By
 OQ0739  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0739  HISTORY     - 1949     GOOD             CGS
 OQ0739
 OQ0739                          STATION DESCRIPTION
 OQ0739
 OQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0739'OBJECT OBSERVED UPON WAS THE TIP OF SPIRE ATOP THE EVANGELICAL
 OQ0739'LUTHERAN CHURCH IN BERESFORD.  IT IS LOCATED ONE BLOCK WEST OF
 OQ0739'MAIN STREET AND IS APPROXIMATELY 50 FEET TALL.
 OQ0739'
 OQ0739'OBSERVED UPON FROM STATIONS LUVERNE, KLUMB, SYVERSON, AND HANNAH.
 OQ0739
 OQ0739                          STATION RECOVERY (1949)
 OQ0739
 OQ0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0739'STATION IS LOCATED IN THE NORTH CENTRAL PART OF BERESFORD.
 OQ0739'STATION IS ABOUT 70 FEET BY 45 FEET AND 65 FEET HIGH.  IT IS
 OQ0739'PAINTED WHITE.
 OQ0739'
 OQ0739'THE POINT INTERSECTED WAS THE TOP OF STEEPLE.
 OQ0739'
 OQ0739'TO REACH FROM THE POST OFFICE IN BERESFORD GO NORTH ON THE MAIN
 OQ0739'STREET FOR 0.15 MILE.  TURN LEFT AND GO WEST FOR 0.5 MILE TO
 OQ0739'STATION IN THE SOUTHWEST CORNER OF CROSS STREETS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0743 ***********************************************************************
 OQ0743  DESIGNATION -  BERESFORD NEW TANK
 OQ0743  PID         -  OQ0743
 OQ0743  STATE/COUNTY-  SD/UNION
 OQ0743  COUNTRY     -  US
 OQ0743  USGS QUAD   -  BERESFORD (2017)
 OQ0743
 OQ0743                         *CURRENT SURVEY CONTROL
 OQ0743  ______________________________________________________________________
 OQ0743* NAD 83(1996) POSITION- 43 05 00.25964(N) 096 46 20.58865(W)   ADJUSTED
 OQ0743  ______________________________________________________________________
 OQ0743  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 OQ0743  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 OQ0743  HORZ ORDER      -  THIRD
 OQ0743
 OQ0743.The horizontal coordinates were established by classical geodetic methods
 OQ0743.and adjusted by the National Geodetic Survey in January 1998.
 OQ0743
 OQ0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0743.GEOID18 height accuracy estimate available here.
 OQ0743
 OQ0743.Click photographs - Photos may exist for this station.
 OQ0743
 OQ0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0743
 OQ0743. The following values were computed from the NAD 83(1996) position.
 OQ0743
 OQ0743;                    North         East     Units Scale Factor Converg.
 OQ0743;SPC SD S     -    89,541.445   889,866.790   MT  0.99995018   +2 27 23.5
 OQ0743;SPC SD S     -   293,770.56  2,919,504.63   sFT  0.99995018   +2 27 23.5
 OQ0743;UTM  14      - 4,772,485.265   681,326.516   MT  1.00000449   +1 31 19.2
 OQ0743
 OQ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8132672485(NAD 83)
 OQ0743
 OQ0743                          SUPERSEDED SURVEY CONTROL
 OQ0743
 OQ0743  NAD 83(1995)-  43 05 00.26099(N)    096 46 20.58632(W) AD(       ) 3
 OQ0743  NAD 83(1986)-  43 05 00.26420(N)    096 46 20.57767(W) AD(       ) 3
 OQ0743  NAD 27      -  43 05 00.29645(N)    096 46 19.37524(W) AD(       ) 3
 OQ0743
 OQ0743.Superseded values are not recommended for survey control.
 OQ0743
 OQ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0743.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0743
 OQ0743_MARKER: 53 = ELEVATED TANK
 OQ0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0743+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0743
 OQ0743  HISTORY     - Date     Condition        Report By
 OQ0743  HISTORY     - 1975     FIRST OBSERVED   NGS
 OQ0743  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0743
 OQ0743                          STATION DESCRIPTION
 OQ0743
 OQ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0743'LOCATED IN THE NORTHEAST PART OF BERESFORD ALONG THE SOUTH SIDE OF
 OQ0743'STATE HIGHWAY 46, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF E.
 OQ0743'CEDAR ST. AND N. SECOND ST., A STANDARD STEEL TANK SUPPORTED BY AN
 OQ0743'ENCLOSED STEEL STRUCTURE AND PAINTED LIGHT GREEN.  THE APPROXIMATE
 OQ0743'HEIGHT OVERALL IS 130 FEET.  POINT OBSERVED IS THE CENTER OF THE
 OQ0743'TWIN LIGHTS AT THE TOP CENTER OF THE TANK.
 OQ0743'
 OQ0743'OBSERVED FROM STATIONS--HANNAH 1935 AND UNION 1949 1975.
 OQ0743
 OQ0743                          STATION RECOVERY (2012)
 OQ0743
 OQ0743'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0737 ***********************************************************************
 OQ0737  DESIGNATION -  BERESFORD STACK
 OQ0737  PID         -  OQ0737
 OQ0737  STATE/COUNTY-  SD/UNION
 OQ0737  COUNTRY     -  US
 OQ0737  USGS QUAD   -  BERESFORD (2017)
 OQ0737
 OQ0737                         *CURRENT SURVEY CONTROL
 OQ0737  ______________________________________________________________________
 OQ0737* NAD 83(1996) POSITION- 43 04 44.05058(N) 096 46 36.11592(W)   ADJUSTED
 OQ0737  ______________________________________________________________________
 OQ0737  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 OQ0737  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 OQ0737  HORZ ORDER      -  THIRD
 OQ0737
 OQ0737.The horizontal coordinates were established by classical geodetic methods
 OQ0737.and adjusted by the National Geodetic Survey in January 1998.
 OQ0737
 OQ0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0737.GEOID18 height accuracy estimate available here.
 OQ0737
 OQ0737.Click photographs - Photos may exist for this station.
 OQ0737
 OQ0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0737
 OQ0737. The following values were computed from the NAD 83(1996) position.
 OQ0737
 OQ0737;                    North         East     Units Scale Factor Converg.
 OQ0737;SPC SD S     -    89,026.681   889,537.322   MT  0.99995091   +2 27 12.8
 OQ0737;SPC SD S     -   292,081.70  2,918,423.70   sFT  0.99995091   +2 27 12.8
 OQ0737;UTM  14      - 4,771,975.916   680,988.678   MT  1.00000298   +1 31 08.2
 OQ0737
 OQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8098871975(NAD 83)
 OQ0737
 OQ0737                          SUPERSEDED SURVEY CONTROL
 OQ0737
 OQ0737  NAD 83(1995)-  43 04 44.05195(N)    096 46 36.11323(W) AD(       ) 3
 OQ0737  NAD 83(1986)-  43 04 44.05513(N)    096 46 36.10467(W) AD(       ) 3
 OQ0737  NAD 27      -  43 04 44.09100(N)    096 46 34.94800(W) AD(       ) 3
 OQ0737
 OQ0737.Superseded values are not recommended for survey control.
 OQ0737
 OQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0737.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0737
 OQ0737_MARKER: 63 = STACK
 OQ0737
 OQ0737  HISTORY     - Date     Condition        Report By
 OQ0737  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0737  HISTORY     - 1949     GOOD             CGS
 OQ0737
 OQ0737                          STATION DESCRIPTION
 OQ0737
 OQ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0737'OBJECT OBSERVED UPON WAS CENTER OF BRICK STACK LOCATED ON TOP OF
 OQ0737'RED BRICK SCHOOL BUILDING IN THE S CENTRAL PART OF BERESFORD.
 OQ0737'
 OQ0737'OBSERVED FROM STATIONS LUVERNE, KLUMB, HANNAH, SYVERSON.
 OQ0737
 OQ0737                          STATION RECOVERY (1949)
 OQ0737
 OQ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0737'STATION IS LOCATED IN THE SOUTHWESTERN PART OF BERESFORD ON THE
 OQ0737'SOUTHEAST CORNER OF THE BERESFORD HIGH SCHOOL BUILDING.  STATION
 OQ0737'IS ABOUT 80 FEET HIGH AND OF RED BRICK CONSTRUCTION.
 OQ0737'
 OQ0737'THE POINT INTERSECTED WAS THE CENTER OF STACK.
 OQ0737'
 OQ0737'TO REACH FROM THE POST OFFICE IN BERESFORD GO SOUTH ON THE MAIN
 OQ0737'STREET FOR 0.05 MILE.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO
 OQ0737'STATION ON LEFT OR SOUTH SIDE OF STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0736 ***********************************************************************
 OQ0736  DESIGNATION -  BERESFORD TANK
 OQ0736  PID         -  OQ0736
 OQ0736  STATE/COUNTY-  SD/UNION
 OQ0736  COUNTRY     -  US
 OQ0736  USGS QUAD   -  BERESFORD (2017)
 OQ0736
 OQ0736                         *CURRENT SURVEY CONTROL
 OQ0736  ______________________________________________________________________
 OQ0736* NAD 83(1996) POSITION- 43 04 59.66352(N) 096 46 30.80606(W)   ADJUSTED
 OQ0736  ______________________________________________________________________
 OQ0736  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 OQ0736  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 OQ0736  HORZ ORDER      -  THIRD
 OQ0736
 OQ0736.The horizontal coordinates were established by classical geodetic methods
 OQ0736.and adjusted by the National Geodetic Survey in January 1998.
 OQ0736
 OQ0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0736.GEOID18 height accuracy estimate available here.
 OQ0736
 OQ0736.Click photographs - Photos may exist for this station.
 OQ0736
 OQ0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0736
 OQ0736. The following values were computed from the NAD 83(1996) position.
 OQ0736
 OQ0736;                    North         East     Units Scale Factor Converg.
 OQ0736;SPC SD S     -    89,513.166   889,636.688   MT  0.99995020   +2 27 16.4
 OQ0736;SPC SD S     -   293,677.78  2,918,749.70   sFT  0.99995020   +2 27 16.4
 OQ0736;UTM  14      - 4,772,460.741   681,095.971   MT  1.00000346   +1 31 12.2
 OQ0736
 OQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8109572460(NAD 83)
 OQ0736
 OQ0736                          SUPERSEDED SURVEY CONTROL
 OQ0736
 OQ0736  NAD 83(1995)-  43 04 59.66491(N)    096 46 30.80328(W) AD(       ) 3
 OQ0736  NAD 83(1986)-  43 04 59.66810(N)    096 46 30.79472(W) AD(       ) 3
 OQ0736  NAD 27      -  43 04 59.70800(N)    096 46 29.63400(W) AD(       ) 3
 OQ0736
 OQ0736.Superseded values are not recommended for survey control.
 OQ0736
 OQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0736.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0736
 OQ0736_MARKER: 53 = ELEVATED TANK
 OQ0736
 OQ0736  HISTORY     - Date     Condition        Report By
 OQ0736  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0736  HISTORY     - 1949     GOOD             CGS
 OQ0736
 OQ0736                          STATION DESCRIPTION
 OQ0736
 OQ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0736'OBJECT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPALLY OWNED
 OQ0736'WATER TANK IN BERESFORD.  IT IS LOCATED IN THE CENTER OF TOWN
 OQ0736'AND IS APPROXIMATELY 125 FEET TALL.
 OQ0736'
 OQ0736'OBSERVED UPON FROM STATIONS LUVERNE, KLUMB, SYVERSON, HANNAH, ORR,
 OQ0736'AND MURRAY.
 OQ0736
 OQ0736                          STATION RECOVERY (1949)
 OQ0736
 OQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0736'STATION IS LOCATED IN THE NORTH PART OF BERESFORD DIRECTLY SOUTH
 OQ0736'OF THE MUNICIPAL LIGHT PLANT BUILDING.  STATION HAS FOUR BLACK
 OQ0736'STEEL LEGS, 28 FEET SQUARE AT BASE AND 100 FEET HIGH.  THE TANK
 OQ0736'IS ON WOOD CONSTRUCTION AND PAINTED SILVER.
 OQ0736'
 OQ0736'THE POINT INTERSECTED WAS A PIPE PROJECTING FROM TOP OF TANK.
 OQ0736'
 OQ0736'TO REACH FROM THE POST OFFICE IN BERESFORD GO NORTH ON U.S. HIGHWAY
 OQ0736'77 FOR 0.2 MILE.  TURN LEFT AND GO WEST FOR 0.5 MILE TO STATION
 OQ0736'ON LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0530 ***********************************************************************
 QT0530  DESIGNATION -  BERNARD
 QT0530  PID         -  QT0530
 QT0530  STATE/COUNTY-  SD/HARDING
 QT0530  COUNTRY     -  US
 QT0530  USGS QUAD   -  HARDING (2017)
 QT0530
 QT0530                         *CURRENT SURVEY CONTROL
 QT0530  ______________________________________________________________________
 QT0530* NAD 83(1996) POSITION- 45 28 59.87095(N) 103 46 19.43155(W)   ADJUSTED
 QT0530* NAVD 88 ORTHO HEIGHT -  1045.    (meters)     3428.    (feet) SCALED
 QT0530  ______________________________________________________________________
 QT0530  GEOID HEIGHT    -        -16.016 (meters)                     GEOID18
 QT0530  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 QT0530  HORZ ORDER      -  SECOND
 QT0530
 QT0530.The horizontal coordinates were established by classical geodetic methods
 QT0530.and adjusted by the National Geodetic Survey in January 1998.
 QT0530
 QT0530.The orthometric height was scaled from a topographic map.
 QT0530
 QT0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0530.GEOID18 height accuracy estimate available here.
 QT0530
 QT0530.Click photographs - Photos may exist for this station.
 QT0530
 QT0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0530
 QT0530. The following values were computed from the NAD 83(1996) position.
 QT0530
 QT0530;                    North         East     Units Scale Factor Converg.
 QT0530;SPC SD N     -   190,220.735   305,211.868   MT  0.99996753   -2 40 10.7
 QT0530;SPC SD N     -   624,082.53  1,001,349.27   sFT  0.99996753   -2 40 10.7
 QT0530;UTM  13      - 5,037,374.199   595,962.934   MT  0.99971322   +0 52 32.3
 QT0530
 QT0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0530!SPC SD N     -   0.99983878  x   0.99996753  =   0.99980631
 QT0530!UTM  13      -   0.99983878  x   0.99971322  =   0.99955204
 QT0530
 QT0530:                Primary Azimuth Mark                     Grid Az
 QT0530:SPC SD N     -  BERNARD AZ MK                            305 57 21.1
 QT0530:UTM  13      -  BERNARD AZ MK                            302 24 38.1
 QT0530
 QT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9596237374(NAD 83)
 QT0530
 QT0530|---------------------------------------------------------------------|
 QT0530| PID    Reference Object                     Distance      Geod. Az  |
 QT0530|                                                           dddmmss.s |
 QT0530| QT0545 BUFFALO MUNICIPAL TANK              APPROX.20.7 KM 0565625.0 |
 QT0530| QT0543 BUFFALO GRAND RIVER LUTH CH         APPROX.21.1 KM 0570722.2 |
 QT0530| CS9185 BERNARD RM 1                          9.331 METERS 09553     |
 QT0530| CS9186 BERNARD RM 2                          9.118 METERS 18015     |
 QT0530| CS9184 BERNARD AZ MK                                      3031710.4 |
 QT0530|---------------------------------------------------------------------|
 QT0530
 QT0530                          SUPERSEDED SURVEY CONTROL
 QT0530
 QT0530  NAD 83(1993)-  45 28 59.86249(N)    103 46 19.42630(W) AD(       ) 2
 QT0530  NAD 83(1986)-  45 28 59.85927(N)    103 46 19.42238(W) AD(       ) 2
 QT0530  NAD 27      -  45 28 59.87200(N)    103 46 17.69600(W) AD(       ) 2
 QT0530
 QT0530.Superseded values are not recommended for survey control.
 QT0530
 QT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0530.See file dsdata.pdf to determine how the superseded data were derived.
 QT0530
 QT0530_MARKER: DS = TRIANGULATION STATION DISK
 QT0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0530_STAMPING: BERNARD 1952
 QT0530_MARK LOGO: CGS
 QT0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0530+STABILITY: SURFACE MOTION
 QT0530
 QT0530  HISTORY     - Date     Condition        Report By
 QT0530  HISTORY     - 1952     MONUMENTED       CGS
 QT0530
 QT0530                          STATION DESCRIPTION
 QT0530
 QT0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0530'THE STATION IS BELIEVED TO BE IN SECTION 33, T 18 N, R 3 E,
 QT0530'ABOUT 11 MILES WEST AND 7 MILES SOUTH OF BUFFALO, 5-1/2 MILES
 QT0530'NORTH AND 3 MILES EAST OF HARDING, 6 FEET SOUTH OF A WHITE
 QT0530'4 IN X 4 IN WITNESS POST AND ON LAND LEASED BY MR. BERNARD PENN.
 QT0530'
 QT0530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 QT0530'AND STATE HIGHWAY 8 (1.5 MILES SOUTH OF BUFFALO), GO SOUTH ON
 QT0530'U.S. HIGHWAY 85 FOR 2.9 MILES TO A SIDE ROAD ON THE RIGHT AT
 QT0530'SIGN HARDING 22 MILES TURN RIGHT (WEST) AND FOLLOW THE MAIN DIRT
 QT0530'ROAD FOR 5.2 MILES TO A Y-JUNCTION JUST AFTER CROSSING A
 QT0530'CATTLE GUARD, CONTINUE SOUTH AND WEST ON THE LEFT ROAD FOR 6
 QT0530'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 QT0530'WESTERLY ON THE MAIN ROAD FOR 1.8 MILES TO A DIM TRACK ROAD
 QT0530'ON THE LEFT JUST AFTER CROSSING A CATTLE GUARD, TURN LEFT
 QT0530'(SOUTHERLY) AND FOLLOW THE TRACK ROAD FOR 0.1 MILE TO A WIRE
 QT0530'GATE, GO THROUGH GATE AND CONTINUE SOUTHEAST AND SOUTH FOR
 QT0530'0.5 MILE TO A FENCE CORNER AND THE AZIMUTH MARK AS
 QT0530'DESCRIBED BELOW, TURN LEFT AROUND FENCE CORNER AND GO
 QT0530'SOUTHEAST ACROSS PASTURE LAND FOR 0.5 MILE TO THE HIGHEST
 QT0530'POINT OF THE HILL AND STATION.
 QT0530'
 QT0530'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0530'BERNARD 1952.
 QT0530'
 QT0530'REFERENCE MARK 1 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0530'BERNARD NO 1 1952.
 QT0530'
 QT0530'REFERENCE MARK 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0530'BERNARD NO 2 1952.
 QT0530'
 QT0530'THE AZIMUTH MARK IS 24 FEET EAST OF A FENCE CORNER, 3 FEET
 QT0530'WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH
 QT0530'OF A FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0530'BERNARD 1952.
 QT0530'
 QT0530'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1732 ***********************************************************************
 PU1732  DESIGNATION -  BERNIE
 PU1732  PID         -  PU1732
 PU1732  STATE/COUNTY-  SD/LAWRENCE
 PU1732  COUNTRY     -  US
 PU1732  USGS QUAD   -  JOLLY (2017)
 PU1732
 PU1732                         *CURRENT SURVEY CONTROL
 PU1732  ______________________________________________________________________
 PU1732* NAD 83(1986) POSITION- 44 34 56.     (N) 103 46 10.     (W)   SCALED
 PU1732* NAVD 88 ORTHO HEIGHT -  1032.912 (meters)     3388.81  (feet) ADJUSTED
 PU1732  ______________________________________________________________________
 PU1732  GEOID HEIGHT    -        -15.197 (meters)                     GEOID18
 PU1732  DYNAMIC HEIGHT  -       1032.601 (meters)     3387.79  (feet) COMP
 PU1732  MODELED GRAVITY -    980,280.4   (mgal)                       NAVD 88
 PU1732
 PU1732  VERT ORDER      -  FIRST     CLASS II
 PU1732
 PU1732.The horizontal coordinates were scaled from a map and have
 PU1732.an estimated accuracy of +/- 6 seconds.
 PU1732
 PU1732.The orthometric height was determined by differential leveling and
 PU1732.adjusted by the NATIONAL GEODETIC SURVEY
 PU1732.in June 1991.
 PU1732
 PU1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1732.GEOID18 height accuracy estimate available here.
 PU1732
 PU1732.Click photographs - Photos may exist for this station.
 PU1732
 PU1732.The dynamic height is computed by dividing the NAVD 88
 PU1732.geopotential number by the normal gravity value computed on the
 PU1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1732.degrees latitude (g = 980.6199 gals.).
 PU1732
 PU1732.The modeled gravity was interpolated from observed gravity values.
 PU1732
 PU1732;                    North         East    Units  Estimated Accuracy
 PU1732;SPC SD N     -    90,190.      300,760.      MT  (+/- 180 meters Scaled)
 PU1732
 PU1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK976372(NAD 83)
 PU1732
 PU1732                          SUPERSEDED SURVEY CONTROL
 PU1732
 PU1732  NGVD 29 (??/??/92) 1032.40   (m)         3387.1    (f) COMPUTED    1 2
 PU1732
 PU1732.Superseded values are not recommended for survey control.
 PU1732
 PU1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1732.See file dsdata.pdf to determine how the superseded data were derived.
 PU1732
 PU1732_MARKER: DS = TRIANGULATION STATION DISK
 PU1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1732_STAMPING: BERNIE 1962
 PU1732_MARK LOGO: CGS
 PU1732_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1732+STABILITY: SURFACE MOTION
 PU1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1732+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2018
 PU1732
 PU1732  HISTORY     - Date     Condition        Report By
 PU1732  HISTORY     - 1962     MONUMENTED       CGS
 PU1732  HISTORY     - 20180916 GOOD             SDDT
 PU1732
 PU1732                          STATION DESCRIPTION
 PU1732
 PU1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1732'3.6 MI NW FROM ST ONGE.
 PU1732'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1732'FROM THE POST OFFICE AT ST. ONGE, THENCE 0.6 MILE WEST ALONG
 PU1732'A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY 34,
 PU1732'120 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28.8 FEET
 PU1732'WEST OF R.M. 2, 17.3 FEET EAST OF R.M. 1, 73 FEET EAST-SOUTHEAST
 PU1732'OF TELEPHONE POLE 7, 70 FEET EAST OF A FENCE CORNER AND THE
 PU1732'SOUTH END OF A GATE ACROSS A FARM ROAD, 1.4 FEET SOUTH OF A
 PU1732'FENCE, 16.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU1732'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PU1732'FOOT ABOVE THE GROUND.
 PU1732
 PU1732                          STATION RECOVERY (2018)
 PU1732
 PU1732'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU1732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1730 ***********************************************************************
 PU1730  DESIGNATION -  BERNIE AZ MK
 PU1730  PID         -  PU1730
 PU1730  STATE/COUNTY-  SD/LAWRENCE
 PU1730  COUNTRY     -  US
 PU1730  USGS QUAD   -  JOLLY (2017)
 PU1730
 PU1730                         *CURRENT SURVEY CONTROL
 PU1730  ______________________________________________________________________
 PU1730* NAD 83(1986) POSITION- 44 34 46.     (N) 103 46 06.     (W)   SCALED
 PU1730* NAVD 88 ORTHO HEIGHT -  1035.701 (meters)     3397.96  (feet) ADJUSTED
 PU1730  ______________________________________________________________________
 PU1730  GEOID HEIGHT    -        -15.187 (meters)                     GEOID18
 PU1730  DYNAMIC HEIGHT  -       1035.389 (meters)     3396.94  (feet) COMP
 PU1730  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 PU1730
 PU1730  VERT ORDER      -  FIRST     CLASS II
 PU1730
 PU1730.The horizontal coordinates were scaled from a map and have
 PU1730.an estimated accuracy of +/- 6 seconds.
 PU1730
 PU1730.The orthometric height was determined by differential leveling and
 PU1730.adjusted by the NATIONAL GEODETIC SURVEY
 PU1730.in June 1991.
 PU1730
 PU1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1730.GEOID18 height accuracy estimate available here.
 PU1730
 PU1730.Click photographs - Photos may exist for this station.
 PU1730
 PU1730.The dynamic height is computed by dividing the NAVD 88
 PU1730.geopotential number by the normal gravity value computed on the
 PU1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1730.degrees latitude (g = 980.6199 gals.).
 PU1730
 PU1730.The modeled gravity was interpolated from observed gravity values.
 PU1730
 PU1730;                    North         East    Units  Estimated Accuracy
 PU1730;SPC SD N     -    89,870.      300,830.      MT  (+/- 180 meters Scaled)
 PU1730
 PU1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK977369(NAD 83)
 PU1730
 PU1730                          SUPERSEDED SURVEY CONTROL
 PU1730
 PU1730  NGVD 29 (??/??/92) 1035.19   (m)         3396.3    (f) COMPUTED    1 2
 PU1730
 PU1730.Superseded values are not recommended for survey control.
 PU1730
 PU1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1730.See file dsdata.pdf to determine how the superseded data were derived.
 PU1730
 PU1730_MARKER: DZ = AZIMUTH MARK DISK
 PU1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1730_STAMPING: BERNIE 1962
 PU1730_MARK LOGO: CGS
 PU1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1730+STABILITY: SURFACE MOTION
 PU1730
 PU1730  HISTORY     - Date     Condition        Report By
 PU1730  HISTORY     - 1962     MONUMENTED       CGS
 PU1730
 PU1730                          STATION DESCRIPTION
 PU1730
 PU1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1730'3.4 MI NW FROM ST ONGE.
 PU1730'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1730'FROM THE POST OFFICE AT ST. ONGE, THENCE 0.55 MILE WEST ALONG
 PU1730'A GRAVELED ROAD, 0.05 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 PU1730'34, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST
 PU1730'OF A TELEPHONE POLE BEARING WITNESS POST PLAQUE, ABOUT LEVEL
 PU1730'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1730'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1731 ***********************************************************************
 PU1731  DESIGNATION -  BERNIE RM 1
 PU1731  PID         -  PU1731
 PU1731  STATE/COUNTY-  SD/LAWRENCE
 PU1731  COUNTRY     -  US
 PU1731  USGS QUAD   -  JOLLY (2017)
 PU1731
 PU1731                         *CURRENT SURVEY CONTROL
 PU1731  ______________________________________________________________________
 PU1731* NAD 83(1986) POSITION- 44 34 56.     (N) 103 46 10.     (W)   SCALED
 PU1731* NAVD 88 ORTHO HEIGHT -  1032.948 (meters)     3388.93  (feet) ADJUSTED
 PU1731  ______________________________________________________________________
 PU1731  GEOID HEIGHT    -        -15.197 (meters)                     GEOID18
 PU1731  DYNAMIC HEIGHT  -       1032.636 (meters)     3387.91  (feet) COMP
 PU1731  MODELED GRAVITY -    980,280.4   (mgal)                       NAVD 88
 PU1731
 PU1731  VERT ORDER      -  FIRST     CLASS II
 PU1731
 PU1731.The horizontal coordinates were scaled from a map and have
 PU1731.an estimated accuracy of +/- 6 seconds.
 PU1731
 PU1731.The orthometric height was determined by differential leveling and
 PU1731.adjusted by the NATIONAL GEODETIC SURVEY
 PU1731.in June 1991.
 PU1731
 PU1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1731.GEOID18 height accuracy estimate available here.
 PU1731
 PU1731.Click photographs - Photos may exist for this station.
 PU1731
 PU1731.The dynamic height is computed by dividing the NAVD 88
 PU1731.geopotential number by the normal gravity value computed on the
 PU1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1731.degrees latitude (g = 980.6199 gals.).
 PU1731
 PU1731.The modeled gravity was interpolated from observed gravity values.
 PU1731
 PU1731;                    North         East    Units  Estimated Accuracy
 PU1731;SPC SD N     -    90,190.      300,760.      MT  (+/- 180 meters Scaled)
 PU1731
 PU1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK976372(NAD 83)
 PU1731
 PU1731                          SUPERSEDED SURVEY CONTROL
 PU1731
 PU1731  NGVD 29 (??/??/92) 1032.44   (m)         3387.3    (f) COMPUTED    1 2
 PU1731
 PU1731.Superseded values are not recommended for survey control.
 PU1731
 PU1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1731.See file dsdata.pdf to determine how the superseded data were derived.
 PU1731
 PU1731_MARKER: DR = REFERENCE MARK DISK
 PU1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1731_STAMPING: BERNIE NO 1 1962
 PU1731_MARK LOGO: CGS
 PU1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1731+STABILITY: SURFACE MOTION
 PU1731
 PU1731  HISTORY     - Date     Condition        Report By
 PU1731  HISTORY     - 1962     MONUMENTED       CGS
 PU1731
 PU1731                          STATION DESCRIPTION
 PU1731
 PU1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1731'3.6 MI NW FROM ST ONGE.
 PU1731'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1731'FROM THE POST OFFICE AT ST. ONGE, THENCE 0.6 MILE WEST ALONG
 PU1731'A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY 34,
 PU1731'103 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17.3 FEET WEST
 PU1731'OF THE STATION, 52 1/2 FEET EAST OF A FENCE CORNER, 0.9 FOOT
 PU1731'SOUTH OF A FENCE, ABOUT LEVEL WITH THE STATION AND HIGHWAY,
 PU1731'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU1731'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1733 ***********************************************************************
 PU1733  DESIGNATION -  BERNIE RM 2
 PU1733  PID         -  PU1733
 PU1733  STATE/COUNTY-  SD/LAWRENCE
 PU1733  COUNTRY     -  US
 PU1733  USGS QUAD   -  JOLLY (2017)
 PU1733
 PU1733                         *CURRENT SURVEY CONTROL
 PU1733  ______________________________________________________________________
 PU1733* NAD 83(1986) POSITION- 44 34 56.     (N) 103 46 09.     (W)   SCALED
 PU1733* NAVD 88 ORTHO HEIGHT -  1032.983 (meters)     3389.05  (feet) ADJUSTED
 PU1733  ______________________________________________________________________
 PU1733  GEOID HEIGHT    -        -15.197 (meters)                     GEOID18
 PU1733  DYNAMIC HEIGHT  -       1032.672 (meters)     3388.02  (feet) COMP
 PU1733  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 PU1733
 PU1733  VERT ORDER      -  FIRST     CLASS II
 PU1733
 PU1733.The horizontal coordinates were scaled from a map and have
 PU1733.an estimated accuracy of +/- 6 seconds.
 PU1733
 PU1733.The orthometric height was determined by differential leveling and
 PU1733.adjusted by the NATIONAL GEODETIC SURVEY
 PU1733.in June 1991.
 PU1733
 PU1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1733.GEOID18 height accuracy estimate available here.
 PU1733
 PU1733.Click photographs - Photos may exist for this station.
 PU1733
 PU1733.The dynamic height is computed by dividing the NAVD 88
 PU1733.geopotential number by the normal gravity value computed on the
 PU1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1733.degrees latitude (g = 980.6199 gals.).
 PU1733
 PU1733.The modeled gravity was interpolated from observed gravity values.
 PU1733
 PU1733;                    North         East    Units  Estimated Accuracy
 PU1733;SPC SD N     -    90,190.      300,780.      MT  (+/- 180 meters Scaled)
 PU1733
 PU1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK977372(NAD 83)
 PU1733
 PU1733                          SUPERSEDED SURVEY CONTROL
 PU1733
 PU1733  NGVD 29 (??/??/92) 1032.47   (m)         3387.4    (f) COMPUTED    1 2
 PU1733
 PU1733.Superseded values are not recommended for survey control.
 PU1733
 PU1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1733.See file dsdata.pdf to determine how the superseded data were derived.
 PU1733
 PU1733_MARKER: DR = REFERENCE MARK DISK
 PU1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1733_STAMPING: BERNIE NO 2 1962
 PU1733_MARK LOGO: CGS
 PU1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1733+STABILITY: SURFACE MOTION
 PU1733
 PU1733  HISTORY     - Date     Condition        Report By
 PU1733  HISTORY     - 1962     MONUMENTED       CGS
 PU1733
 PU1733                          STATION DESCRIPTION
 PU1733
 PU1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1733'3.6 MI NW FROM ST ONGE.
 PU1733'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1733'FROM THE POST OFFICE AT ST. ONGE, THENCE 0.6 MILE WEST ALONG
 PU1733'A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG STATE HIGHWAY 34,
 PU1733'149 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28.8 FEET
 PU1733'EAST OF THE STATION, 0.6 FOOT SOUTH OF A FENCE, 14.0 FEET EAST
 PU1733'OF A WITNESS POST, ABOUT LEVEL WITH THE STATION AND HIGHWAY,
 PU1733'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 PU1733'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1146 ***********************************************************************
 PT1146  DESIGNATION -  BERRY
 PT1146  PID         -  PT1146
 PT1146  STATE/COUNTY-  SD/HAAKON
 PT1146  COUNTRY     -  US
 PT1146  USGS QUAD   -  MURRAY DRAW (2017)
 PT1146
 PT1146                         *CURRENT SURVEY CONTROL
 PT1146  ______________________________________________________________________
 PT1146* NAD 83(1996) POSITION- 44 28 25.32631(N) 101 31 17.05825(W)   ADJUSTED
 PT1146* NAVD 88 ORTHO HEIGHT -   707.    (meters)     2320.    (feet) SCALED
 PT1146  ______________________________________________________________________
 PT1146  GEOID HEIGHT    -        -21.335 (meters)                     GEOID18
 PT1146  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 PT1146  HORZ ORDER      -  THIRD
 PT1146
 PT1146.The horizontal coordinates were established by classical geodetic methods
 PT1146.and adjusted by the National Geodetic Survey in January 1998.
 PT1146
 PT1146.The orthometric height was scaled from a topographic map.
 PT1146
 PT1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1146.GEOID18 height accuracy estimate available here.
 PT1146
 PT1146.Click photographs - Photos may exist for this station.
 PT1146
 PT1146.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1146
 PT1146. The following values were computed from the NAD 83(1996) position.
 PT1146
 PT1146;                    North         East     Units Scale Factor Converg.
 PT1146;SPC SD S     -   238,465.588   505,472.193   MT  1.00001844   -0 49 10.5
 PT1146;SPC SD S     -   782,365.85  1,658,370.02   sFT  1.00001844   -0 49 10.5
 PT1146;UTM  14      - 4,927,580.376   299,462.606   MT  1.00009458   -1 46 01.3
 PT1146
 PT1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1146!SPC SD S     -   0.99989243  x   1.00001844  =   0.99991087
 PT1146!UTM  14      -   0.99989243  x   1.00009458  =   0.99998700
 PT1146
 PT1146:                Primary Azimuth Mark                     Grid Az
 PT1146:SPC SD S     -  BERRY AZ MK                              143 34 14.6
 PT1146:UTM  14      -  BERRY AZ MK                              144 31 05.4
 PT1146
 PT1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9946227580(NAD 83)
 PT1146
 PT1146|---------------------------------------------------------------------|
 PT1146| PID    Reference Object                     Distance      Geod. Az  |
 PT1146|                                                           dddmmss.s |
 PT1146| CP9636 BERRY RM 1                           14.017 METERS 04727     |
 PT1146| CP9635 BERRY AZ MK                                        1424504.1 |
 PT1146| CP9637 BERRY RM 2                           15.517 METERS 14852     |
 PT1146|---------------------------------------------------------------------|
 PT1146
 PT1146                          SUPERSEDED SURVEY CONTROL
 PT1146
 PT1146  NAD 83(1986)-  44 28 25.31974(N)    101 31 17.06058(W) AD(       ) 3
 PT1146  NAD 27      -  44 28 25.36900(N)    101 31 15.54100(W) AD(       ) 3
 PT1146
 PT1146.Superseded values are not recommended for survey control.
 PT1146
 PT1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1146.See file dsdata.pdf to determine how the superseded data were derived.
 PT1146
 PT1146_MARKER: DS = TRIANGULATION STATION DISK
 PT1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1146_STAMPING: BERRY 1952
 PT1146_MARK LOGO: CGS
 PT1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1146+STABILITY: SURFACE MOTION
 PT1146
 PT1146  HISTORY     - Date     Condition        Report By
 PT1146  HISTORY     - 1952     MONUMENTED       CGS
 PT1146
 PT1146                          STATION DESCRIPTION
 PT1146
 PT1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1146'THE STATION IS IN SECTION 13, T 6 N, R 21 E, ABOUT 8 MILES
 PT1146'EAST AND 1 MILE NORTH OF MILESVILLE, ABOUT 7 MILES SOUTH
 PT1146'OF THE CHEYENNE RIVER ON A HIGH RIDGE BETWEEN SNAKE CREEK AND
 PT1146'PLUM CREEK, 150 FEET WEST OF A TRACK ROAD, 10 FEET EAST OF A
 PT1146'FIRE-BREAK, AND 10 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 PT1146'POST.
 PT1146'
 PT1146'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1146'STATE HIGHWAY 73 IN PHILIP GO NORTH ON STATE HIGHWAY 73 FOR 11.15
 PT1146'MILES TO A CROSSROADS WITH A SERVICE STATION IN THE NORTHWEST
 PT1146'ANGLE, TURN RIGHT AND GO EAST ON A GRADED DIRT ROAD FOR 7.1
 PT1146'MILES TO A GRADED DIRT ROAD LEFT, TURN LEFT AND GO NORTH FOR
 PT1146'10.35 MILES TO A T-ROAD AND A CATTLE GUARD STRAIGHT AHEAD, TURN
 PT1146'RIGHT AND GO EAST FOR 3.55 MILES TO A GRADED DIRT ROAD LEFT,
 PT1146'TURN LEFT AND GO NORTH FOR 7.1 MILES TO A WOODEN BRIDGE,
 PT1146'CONTINUE NORTH FOR 0.6 MILE TO A WIRE GATE AND TRACK ROAD ON
 PT1146'THE LEFT, TURN LEFT THROUGH GATE AND GO WEST ON TRACK ROAD
 PT1146'FOR 0.6 MILE TO AN EARTH DAM ON THE LEFT JUST BEFORE REACHING A
 PT1146'HOUSE ON THE RIGHT, TURN LEFT AND GO SOUTH ACROSS DAM FOR 0.1
 PT1146'MILE TO A WIRE GATE GO THROUGH GATE AND TURN RIGHT AND GO
 PT1146'SOUTHWEST ACROSS FIELD ON OLD TRACK ROAD FOR 0.35 MILE TO AN
 PT1146'EARTH DAM, TURN RIGHT (WEST), CROSS DAM, AND GO ALONG THE
 PT1146'SOUTH SIDE OF AN EAST-WEST FENCE FOR 0.3 MILE TO A WIRE GATE
 PT1146'NEAR A FENCE CORNER, GO THROUGH GATE THEN TURN RIGHT AND GO
 PT1146'NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.5 MILE TO A WIRE
 PT1146'GATE AT FENCE CORNER, GO THROUGH GATE AND FOLLOW AN
 PT1146'OLD DEEP TRACK ROAD NORTHWEST FOR 0.9 MILE TO AN
 PT1146'INTERSECTION WITH A FIRE-BREAK, CROSS FIRE-BREAK AND BEAR LEFT
 PT1146'ON OLD TRACK ROAD FOLLOWING ALONG FIRE-BREAK FOR 0.5 MILE TO
 PT1146'FORKS, TAKE RIGHT FORK AND FOLLOW AN OLD TRACK ROAD
 PT1146'NORTHWEST FOR 0.35 MILE TO TOP OF RIDGE, CONTINUE NORTHWEST
 PT1146'ALONG TOP OF RIDGE ON OLD TRACK ROAD FOR 0.7 MILE TO THE
 PT1146'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE NORTHWEST
 PT1146'ON OLD TRACK ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT
 PT1146'AS DESCRIBED ABOVE.
 PT1146'
 PT1146'REFERENCE MARK NO. 1 IS 125 FEET WEST OF THE TRACK ROAD.  THE
 PT1146'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BERRY NO 1
 PT1146'1952.
 PT1146'
 PT1146'REFERENCE MARK NO 2 IS 10 FEET SOUTHWEST OF THE FIRE-BREAK, AND
 PT1146'130 FEET WEST OF THE TRACK ROAD.  THE MARK PROJECTS 3 INCHES, AND
 PT1146'THE DISK IS STAMPED BERRY NO 2 1952.
 PT1146'
 PT1146'THE AZIMUTH MARK IS 75 FEET NORTHEAST OF THE TRACK ROAD, AND
 PT1146'5 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 PT1146'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BERRY 1952.
 PT1146'
 PT1146'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0892 ***********************************************************************
 PR0892  DESIGNATION -  BERTON BAPTIST CHURCH SPIRE
 PR0892  PID         -  PR0892
 PR0892  STATE/COUNTY-  SD/MINER
 PR0892  COUNTRY     -  US
 PR0892  USGS QUAD   -  OLDHAM NW (2017)
 PR0892
 PR0892                         *CURRENT SURVEY CONTROL
 PR0892  ______________________________________________________________________
 PR0892* NAD 83(1996) POSITION- 44 09 12.72739(N) 097 28 51.21577(W)   ADJUSTED
 PR0892  ______________________________________________________________________
 PR0892  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 PR0892  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 PR0892  HORZ ORDER      -  THIRD
 PR0892
 PR0892.The horizontal coordinates were established by classical geodetic methods
 PR0892.and adjusted by the National Geodetic Survey in January 1998.
 PR0892
 PR0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0892.GEOID18 height accuracy estimate available here.
 PR0892
 PR0892.Click photographs - Photos may exist for this station.
 PR0892
 PR0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0892
 PR0892. The following values were computed from the NAD 83(1996) position.
 PR0892
 PR0892;                    North         East     Units Scale Factor Converg.
 PR0892;SPC SD S     -   206,131.701   828,136.397   MT  0.99995046   +1 58 03.9
 PR0892;SPC SD S     -   676,283.76  2,716,977.50   sFT  0.99995046   +1 58 03.9
 PR0892;UTM  14      - 4,890,047.828   621,478.961   MT  0.99978149   +1 03 29.9
 PR0892
 PR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2147890047(NAD 83)
 PR0892
 PR0892                          SUPERSEDED SURVEY CONTROL
 PR0892
 PR0892  NAD 83(1986)-  44 09 12.72847(N)    097 28 51.18185(W) AD(       ) 3
 PR0892  NAD 27      -  44 09 12.82600(N)    097 28 49.93000(W) AD(       ) 3
 PR0892  USSD        -  44 09 12.99600(N)    097 28 50.35400(W) AD(       ) 3
 PR0892
 PR0892.Superseded values are not recommended for survey control.
 PR0892
 PR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0892.See file dsdata.pdf to determine how the superseded data were derived.
 PR0892
 PR0892_MARKER: 90 = CHURCH SPIRE
 PR0892
 PR0892  HISTORY     - Date     Condition        Report By
 PR0892  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0892  HISTORY     - 1935     GOOD             CGS
 PR0892
 PR0892                          STATION DESCRIPTION
 PR0892
 PR0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0892'CHURCH IS STILL STANDING AS IN 1903.  IS IN SW CORNER SE
 PR0892'1/4 SEC. 18, T108N, R55W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0771 ***********************************************************************
 NM0771  DESIGNATION -  BEST
 NM0771  PID         -  NM0771
 NM0771  STATE/COUNTY-  SD/UNION
 NM0771  COUNTRY     -  US
 NM0771  USGS QUAD   -  ELK POINT (2017)
 NM0771
 NM0771                         *CURRENT SURVEY CONTROL
 NM0771  ______________________________________________________________________
 NM0771* NAD 83(1996) POSITION- 42 39 37.75615(N) 096 41 12.07905(W)   ADJUSTED
 NM0771* NAVD 88 ORTHO HEIGHT -   344.592 (meters)     1130.55  (feet) ADJUSTED
 NM0771  ______________________________________________________________________
 NM0771  GEOID HEIGHT    -        -25.643 (meters)                     GEOID18
 NM0771  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 NM0771  DYNAMIC HEIGHT  -        344.489 (meters)     1130.21  (feet) COMP
 NM0771  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 NM0771
 NM0771  HORZ ORDER      -  SECOND
 NM0771  VERT ORDER      -  SECOND    CLASS 0
 NM0771
 NM0771.The horizontal coordinates were established by classical geodetic methods
 NM0771.and adjusted by the National Geodetic Survey in January 1998.
 NM0771
 NM0771.The orthometric height was determined by differential leveling and
 NM0771.adjusted by the NATIONAL GEODETIC SURVEY
 NM0771.in June 1991.
 NM0771
 NM0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0771.GEOID18 height accuracy estimate available here.
 NM0771
 NM0771.Click photographs - Photos may exist for this station.
 NM0771
 NM0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0771
 NM0771.The dynamic height is computed by dividing the NAVD 88
 NM0771.geopotential number by the normal gravity value computed on the
 NM0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0771.degrees latitude (g = 980.6199 gals.).
 NM0771
 NM0771.The modeled gravity was interpolated from observed gravity values.
 NM0771
 NM0771. The following values were computed from the NAD 83(1996) position.
 NM0771
 NM0771;                    North         East     Units Scale Factor Converg.
 NM0771;SPC SD S     -    42,907.698   898,900.370   MT  1.00004540   +2 30 56.3
 NM0771;SPC SD S     -   140,773.01  2,949,142.30   sFT  1.00004540   +2 30 56.3
 NM0771;UTM  14      - 4,725,708.058   689,593.307   MT  1.00004226   +1 34 05.1
 NM0771
 NM0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0771!SPC SD S     -   0.99994998  x   1.00004540  =   0.99999538
 NM0771!UTM  14      -   0.99994998  x   1.00004226  =   0.99999224
 NM0771
 NM0771:                Primary Azimuth Mark                     Grid Az
 NM0771:SPC SD S     -  BEST AZ MK                               139 32 36.3
 NM0771:UTM  14      -  BEST AZ MK                               140 29 27.5
 NM0771
 NM0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8959325708(NAD 83)
 NM0771
 NM0771|---------------------------------------------------------------------|
 NM0771| PID    Reference Object                     Distance      Geod. Az  |
 NM0771|                                                           dddmmss.s |
 NM0771| NM0772 BEST RM 1                            32.498 METERS 06355     |
 NM0771| NM0773 BEST RM 2                            39.953 METERS 10741     |
 NM0771| NM1839 JEFFERSON ST PETERS CATH CH         APPROX.12.1 KM 1210838.6 |
 NM0771| NM1838 JEFFERSON MUNICIPAL TANK            APPROX.12.3 KM 1212110.0 |
 NM0771| NM0774 BEST AZ MK                                         1420332.6 |
 NM0771| NM1841 ELK POINT MUNICIPAL TANK            APPROX. 2.9 KM 3581533.7 |
 NM0771|---------------------------------------------------------------------|
 NM0771
 NM0771                          SUPERSEDED SURVEY CONTROL
 NM0771
 NM0771  NAD 83(1995)-  42 39 37.75613(N)    096 41 12.07902(W) AD(       ) 2
 NM0771  NAD 83(1986)-  42 39 37.75977(N)    096 41 12.07453(W) AD(       ) 2
 NM0771  NAD 27      -  42 39 37.77100(N)    096 41 10.94700(W) AD(       ) 2
 NM0771  NGVD 29 (??/??/92)  344.415  (m)         1129.97   (f) ADJ UNCH    2 0
 NM0771  NGVD 29             344.42   (m)         1130.0    (f) LEVELING    3  
 NM0771
 NM0771.Superseded values are not recommended for survey control.
 NM0771
 NM0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0771.See file dsdata.pdf to determine how the superseded data were derived.
 NM0771
 NM0771_MARKER: DS = TRIANGULATION STATION DISK
 NM0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0771_STAMPING: BEST 1948
 NM0771_MARK LOGO: CGS
 NM0771_PROJECTION: FLUSH
 NM0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0771+STABILITY: SURFACE MOTION
 NM0771
 NM0771  HISTORY     - Date     Condition        Report By
 NM0771  HISTORY     - 1948     MONUMENTED       CGS
 NM0771  HISTORY     - 1948     GOOD             CGS
 NM0771  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0771
 NM0771                          STATION DESCRIPTION
 NM0771
 NM0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0771'STATION IS LOCATED ABOUT 2 MILES SOUTH OF ELK POINT JUST ACROSS
 NM0771'THE ROAD FROM THE EAST BANK OF THE MISSOURI RIVER.  STATION IS
 NM0771'58 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 49 FEET
 NM0771'SOUTHEAST OF FENCECORNER, 29 FEET NORTHEAST OF GATE POST AND
 NM0771'24 FEET EAST OF WITNESS POST AND FENCELINE.  THE MARK IS FLUSH
 NM0771'WITH THE GROUND AND THE DISK IS STAMPED BEST 1948.
 NM0771'
 NM0771'REFERENCE MARK NO. 1 IS 106.62 FEET EAST NORTHEAST OF STATION
 NM0771'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NM0771'AND THE DISK IS STAMPED BEST NO 1 1948.
 NM0771'
 NM0771'REFERENCE MARK NO. 2 IS 131.08 FEET EAST SOUTHEAST OF STATION,
 NM0771'8 FEET WEST OF 2 FOOT TREE AND 1 FOOT NORTH OF FENCE.  THE
 NM0771'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BEST NO
 NM0771'2 1948.
 NM0771'
 NM0771'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTHEAST OF STATION,
 NM0771'10 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF TRACK ROAD, 1
 NM0771'FOOT NORTH OF FENCE AND 1 FOOT WEST OF WITNESS POST.  THE MARK
 NM0771'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BEST 1948.
 NM0771'
 NM0771'TO REACH STATION FROM THE POST OFFICE IN ELK POINT GO EAST ON
 NM0771'MAIN STREET FOR 0.05 MILE TO CROSS STREET.  TURN RIGHT AND GO
 NM0771'SOUTH ON GRAVEL ROAD FOR 1.9 MILES TO WIRE GATE ON LEFT OR
 NM0771'EAST SIDE OF ROAD AND STATION AS DESCRIBED.
 NM0771'
 NM0771'TO REACH AZIMUTH MARK FROM STATION GO SOUTH ON GRAVEL ROAD FOR
 NM0771'ABOUT 0.1 MILE TO T ROAD.  TURN LEFT ON T ROAD AND GO EAST
 NM0771'0.05 TO AZIMUTH ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 NM0771'
 NM0771'A 4 FOOT SIGNAL AT STATION SCHWEER IS VISIBLE FROM THE GROUND.
 NM0771'
 NM0771'A 4 FOOT SIGNAL AT STATION HEIL IS VISIBLE FROM THE GROUND.
 NM0771'
 NM0771'A 4 FOOT SIGNAL AT STATION STARK IS VISIBLE AT 64 FEET.
 NM0771'
 NM0771'A 100 FOOT SIGNAL AT STATION WALSH IS VISIBLE AT 64 FEET.
 NM0771'
 NM0771'A 100 FOOT SIGNAL AT STATION MONTAGNE IS VISIBLE AT 64 FEET.
 NM0771'
 NM0771'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM0771
 NM0771                          STATION RECOVERY (1948)
 NM0771
 NM0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0771'3.4 MI SE FROM ELK POINT.
 NM0771'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0771'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 1.0 MILE
 NM0771'SOUTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES WEST ALONG A DIRT
 NM0771'ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, AT A PRIVATE
 NM0771'ROAD LEADING EAST, 58.0 FEET EAST OF THE CENTER LINE OF THE
 NM0771'NORTH-SOUTH ROAD, 33.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0771'PRIVATE ROAD, 29.8 FEET NORTHEAST OF THE NORTH GATE POST, 24.3
 NM0771'FEET EAST OF A FENCE AND REFERENCE POST, SET IN THE TOP OF A
 NM0771'CONCRETE POST AND LEVEL WITH THE GROUND.  NOTE-- IT WAS REPORTED
 NM0771'IN OCTOBER 1962 BY THE USGS THAT THE TRIANGULATION STATION AND
 NM0771'REFERENCE MARKS WERE WASHED AWAY BY THE MISSOURI RIVER.
 NM0771
 NM0771                          STATION RECOVERY (1962)
 NM0771
 NM0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0771'TRIANGULATION STATION AND REFERENCE MARKS WASHED AWAY BY
 NM0771'MISSOURI RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0870 ***********************************************************************
 PR0870  DESIGNATION -  BEST
 PR0870  PID         -  PR0870
 PR0870  STATE/COUNTY-  SD/KINGSBURY
 PR0870  COUNTRY     -  US
 PR0870  USGS QUAD   -  BADGER (2017)
 PR0870
 PR0870                         *CURRENT SURVEY CONTROL
 PR0870  ______________________________________________________________________
 PR0870* NAD 83(1996) POSITION- 44 26 24.78392(N) 097 07 48.82124(W)   ADJUSTED
 PR0870* NAVD 88 ORTHO HEIGHT -   544.    (meters)     1785.    (feet) SCALED
 PR0870  ______________________________________________________________________
 PR0870  GEOID HEIGHT    -        -24.978 (meters)                     GEOID18
 PR0870  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 PR0870  HORZ ORDER      -  SECOND
 PR0870
 PR0870.The horizontal coordinates were established by classical geodetic methods
 PR0870.and adjusted by the National Geodetic Survey in January 1998.
 PR0870
 PR0870.The orthometric height was scaled from a topographic map.
 PR0870
 PR0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0870.GEOID18 height accuracy estimate available here.
 PR0870
 PR0870.Click photographs - Photos may exist for this station.
 PR0870
 PR0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0870
 PR0870. The following values were computed from the NAD 83(1996) position.
 PR0870
 PR0870;                    North         East     Units Scale Factor Converg.
 PR0870;SPC SD N     -    71,487.548   828,415.935   MT  0.99999557   +2 01 51.8
 PR0870;SPC SD N     -   234,538.73  2,717,894.61   sFT  0.99999557   +2 01 51.8
 PR0870;UTM  14      - 4,922,468.960   648,795.023   MT  0.99987228   +1 18 33.8
 PR0870
 PR0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0870!SPC SD N     -   0.99991859  x   0.99999557  =   0.99991416
 PR0870!UTM  14      -   0.99991859  x   0.99987228  =   0.99979088
 PR0870
 PR0870:                Primary Azimuth Mark                     Grid Az
 PR0870:SPC SD N     -  ARLINGTON MUNICIPAL TANK                 180 18 02.4
 PR0870:UTM  14      -  ARLINGTON MUNICIPAL TANK                 181 01 20.4
 PR0870
 PR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4879522468(NAD 83)
 PR0870
 PR0870|---------------------------------------------------------------------|
 PR0870| PID    Reference Object                     Distance      Geod. Az  |
 PR0870|                                                           dddmmss.s |
 PR0870| CO4374 BEST RM 2                            13.643 METERS 00200     |
 PR0870| PR0861 ARLINGTON MUNICIPAL TANK            APPROX. 8.6 KM 1821954.2 |
 PR0870| CO4373 BEST RM 1                            13.555 METERS 27621     |
 PR0870|---------------------------------------------------------------------|
 PR0870
 PR0870                          SUPERSEDED SURVEY CONTROL
 PR0870
 PR0870  NAD 83(1986)-  44 26 24.78042(N)    097 07 48.79704(W) AD(       ) 2
 PR0870  NAD 27      -  44 26 24.89151(N)    097 07 47.57115(W) AD(       ) 2
 PR0870
 PR0870.Superseded values are not recommended for survey control.
 PR0870
 PR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0870.See file dsdata.pdf to determine how the superseded data were derived.
 PR0870
 PR0870_MARKER: DD = SURVEY DISK
 PR0870_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0870+WITH SETTING: INFORMATION.
 PR0870_STAMPING: ET BEST 1968
 PR0870_MARK LOGO: USGS
 PR0870_PROJECTION: FLUSH
 PR0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0870
 PR0870  HISTORY     - Date     Condition        Report By
 PR0870  HISTORY     - 1968     MONUMENTED       USGS
 PR0870
 PR0870                          STATION DESCRIPTION
 PR0870
 PR0870'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0870'STATION IS LOCATED 5.5 MI N. OF TOWN OF ARLINGTON, ABOUT 4.0
 PR0870'MI E. AND 10.0 MI S. OF TOWN OF HAYTI, IN NE. PART OF NE
 PR0870'1/4 OF SEC. 12, T. 111 N., R. 53 W.
 PR0870'
 PR0870'TO REACH FROM THE JCT. OF U.S. HWYS. 14 AND 81 AT E. EDGE OF
 PR0870'ARLINGTON, GO N. 5.5 MI TO CROSSROADS, TURN LEFT (W.) AND GO
 PR0870'0.1 MI TO E. EDGE OF SHELTERBELT S., WALK S. ABOUT 0.1 MI
 PR0870'ALONG E. EDGE OF SHELTERBELT TO STATION AT SE. COR. OF
 PR0870'SHELTERBELT.
 PR0870'
 PR0870'STATION IS IN EXTREME SE. COR. OF SHELTERBELT ABOUT 4.0 FT
 PR0870'FROM FIELD LINES W. AND N., 6.2 FT SE. OF USGS WITNESS POST
 PR0870'AND STAMPED ET BEST 1968.
 PR0870'
 PR0870'REFERENCE MARK NO. 1 IS 13.0 FT N. OF E.-W. FIELD LINE AND 50.5
 PR0870'FT W. OF N.-S. FIELD LINE AND IS STAMPED BEST NO. 1 1968.
 PR0870'
 PR0870'REFERENCE MARK NO. 2 IS 56.5 FT N. OF E.-W. FIELD LINE AND 4.5
 PR0870'FT W. OF N.-S. FIELD LINE AND IS STAMPED BEST NO. 2 1968.
 PR0870'
 PR0870'NO AZIMUTH MARK WAS SET.  STATION ET LAKE IS GROUND VISIBLE.
 PR0870'DIRECTION OBSERVED TO ARLINGTON M.W.T.
 PR0870'
 PR0870'ALL MARKS ARE SET FLUSH WITH GROUND AND ARE STANDARD TABLETS
 PR0870'CRIMPED ON COPPER WELD RODS AND CENTERED IN 6 IN. DRAIN TILE
 PR0870'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0528 ***********************************************************************
 QT0528  DESIGNATION -  BEST
 QT0528  PID         -  QT0528
 QT0528  STATE/COUNTY-  SD/BUTTE
 QT0528  COUNTRY     -  US
 QT0528  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0528
 QT0528                         *CURRENT SURVEY CONTROL
 QT0528  ______________________________________________________________________
 QT0528* NAD 83(1996) POSITION- 45 01 29.68084(N) 103 57 12.00040(W)   ADJUSTED
 QT0528* NAVD 88 ORTHO HEIGHT -  1037.    (meters)     3402.    (feet) SCALED
 QT0528  ______________________________________________________________________
 QT0528  GEOID HEIGHT    -        -15.741 (meters)                     GEOID18
 QT0528  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 QT0528  HORZ ORDER      -  SECOND
 QT0528
 QT0528.The horizontal coordinates were established by classical geodetic methods
 QT0528.and adjusted by the National Geodetic Survey in January 1998.
 QT0528
 QT0528.The orthometric height was scaled from a topographic map.
 QT0528
 QT0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0528.GEOID18 height accuracy estimate available here.
 QT0528
 QT0528.Click photographs - Photos may exist for this station.
 QT0528
 QT0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0528
 QT0528. The following values were computed from the NAD 83(1996) position.
 QT0528
 QT0528;                    North         East     Units Scale Factor Converg.
 QT0528;SPC SD N     -   140,016.474   288,570.019   MT  0.99993922   -2 47 52.5
 QT0528;SPC SD N     -   459,370.72    946,750.14   sFT  0.99993922   -2 47 52.5
 QT0528;SPC WY E     -   503,348.938   295,620.049   MT  1.00004989   +0 51 30.2
 QT0528;SPC WY E     - 1,651,403.97    969,880.11   sFT  1.00004989   +0 51 30.2
 QT0528;UTM  13      - 4,986,250.565   582,457.584   MT  0.99968360   +0 44 25.7
 QT0528
 QT0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0528!SPC SD N     -   0.99983998  x   0.99993922  =   0.99977921
 QT0528!SPC WY E     -   0.99983998  x   1.00004989  =   0.99988987
 QT0528!UTM  13      -   0.99983998  x   0.99968360  =   0.99952363
 QT0528
 QT0528:                Primary Azimuth Mark                     Grid Az
 QT0528:SPC SD N     -  BEST AZ MK RESET                         143 20 55.2
 QT0528:SPC WY E     -  BEST AZ MK RESET                         139 41 32.5
 QT0528:UTM  13      -  BEST AZ MK RESET                         139 48 37.0
 QT0528
 QT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8245786250(NAD 83)
 QT0528
 QT0528|---------------------------------------------------------------------|
 QT0528| PID    Reference Object                     Distance      Geod. Az  |
 QT0528|                                                           dddmmss.s |
 QT0528| CQ7034 BEST RM 1                             7.520 METERS 13428     |
 QT0528| CQ7033 BEST AZ MK RESET                                   1403302.7 |
 QT0528| CQ7032 BEST AZ MK                                         1423101.9 |
 QT0528| CQ7035 BEST RM 2                             8.810 METERS 24357     |
 QT0528| CQ7036 BEST RM 3                            12.365 METERS 30500     |
 QT0528|---------------------------------------------------------------------|
 QT0528
 QT0528                          SUPERSEDED SURVEY CONTROL
 QT0528
 QT0528  NAD 83(1993)-  45 01 29.67733(N)    103 57 11.99952(W) AD(       ) 2
 QT0528  NAD 83(1986)-  45 01 29.66934(N)    103 57 11.99572(W) AD(       ) 2
 QT0528  NAD 27      -  45 01 29.71460(N)    103 57 10.23350(W) AD(       ) 2
 QT0528
 QT0528.Superseded values are not recommended for survey control.
 QT0528
 QT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0528.See file dsdata.pdf to determine how the superseded data were derived.
 QT0528
 QT0528_MARKER: DS = TRIANGULATION STATION DISK
 QT0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0528_STAMPING: BEST 1952
 QT0528_MARK LOGO: CGS
 QT0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0528+STABILITY: SURFACE MOTION
 QT0528
 QT0528  HISTORY     - Date     Condition        Report By
 QT0528  HISTORY     - 1952     MONUMENTED       CGS
 QT0528  HISTORY     - 1962     GOOD             CGS
 QT0528
 QT0528                          STATION DESCRIPTION
 QT0528
 QT0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0528'THE STATION IS IN SECTION 12, T 12 N, R 1 E, ABOUT 24 MILES
 QT0528'NORTH AND 5 MILES WEST OF BELLE FOURCHE, 4 MILES EAST OF THE
 QT0528'SOUTH DAKOTA-MONTANA STATE LINE, 22 FEET SOUTHWEST OF THE
 QT0528'CENTER OF A TRACK ROAD AND 4 FEET SOUTHEAST OF A 4 X 4 INCH
 QT0528'WITNESS POST.
 QT0528'
 QT0528'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212
 QT0528'AND 85 ABOUT 1/2 MILE NORTH OF BELLE FOURCHE, GO NORTH ON
 QT0528'U.S. HIGHWAY 85 FOR 12.05 MILES TO A SIDE ROAD ON THE LEFT AT
 QT0528'THE END OF THE SURFACED ROAD, TURN LEFT AND FOLLOW THE MAIN
 QT0528'GRAVELED ROAD NORTHERLY FOR 5.6 MILES TO A NARROW WOODEN
 QT0528'BRIDGE, CONTINUE ON THE HIGHWAY FOR 3.4 MILES TO A POINT WHERE
 QT0528'THE HIGHWAY TURNS RIGHT, CONTINUE STRAIGHT AHEAD ON A TRACK
 QT0528'ROAD FOR 2.95 MILES TO A FORK, CONTINUE NORTHWEST ON RIGHT
 QT0528'FORK FOR 0.8 MILE TO A FORK, TAKE RIGHT FORK ACROSS A CATTLE
 QT0528'GUARD FOR 0.9 MILE TO A CATTLE GUARD AND A FORK, TAKE
 QT0528'RIGHT FORK AND GO 0.5 MILE TO A CATTLE GUARD AND A FORK,
 QT0528'TAKE LEFT FORK AND GO 0.8 MILE TO THE AZIMUTH MARK ON THE
 QT0528'RIGHT AS DESCRIBED, CONTINUE NORTHWESTERLY FOR 0.3 MILE
 QT0528'TO THE STATION ON THE LEFT.
 QT0528'
 QT0528'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0528'BEST 1952.
 QT0528'
 QT0528'REFERENCE MARK 1 IS 72 FEET SOUTHWEST OF THE CENTER OF THE
 QT0528'TRACK ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0528'BEST NO 1 1952.
 QT0528'
 QT0528'REFERENCE MARK 2 IS 47 FEET SOUTHWEST OF THE CENTER OF THE
 QT0528'TRACK ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0528'BEST NO 2 1952.
 QT0528'
 QT0528'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF THE TRACK
 QT0528'ROAD AND 2 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE
 QT0528'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BEST 1952.
 QT0528'
 QT0528'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0528
 QT0528                          STATION RECOVERY (1962)
 QT0528
 QT0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 QT0528'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 QT0528'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE STATION
 QT0528'MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND
 QT0528'TO BE IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES TO ALL
 QT0528'MARKS WERE VERIFIED.  THE AZIMUTH MARK WAS FOUND TO BE CHIPPED
 QT0528'BADLY BY ROAD CONSTRUCTION AND WAS DESTROYED BY THIS PARTY.
 QT0528'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE ESTABLISHED
 QT0528'BY THIS PARTY.
 QT0528'
 QT0528'A COMPLETE NEW DESCRIPTION FOLLOWS.
 QT0528'
 QT0528'THE STATION IS 25 MILES NORTH OF BELLE FOURCHE, 4 MILES EAST
 QT0528'OF THE SOUTH DAKOTA-WYOMING STATE LINE AND IN THE NORTHWEST
 QT0528'QUARTER OF SECTION 12, T 12 N, R 1 E.
 QT0528'
 QT0528'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212
 QT0528'AND 85 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY
 QT0528'85 FOR 10.5 MILES TO A CONCRETE BRIDGE OVER OWL CREEK.  CROSS
 QT0528'THE BRIDGE AND CONTINUE NORTH ON HIGHWAY 85 FOR 0.8 MILE TO
 QT0528'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD
 QT0528'FOR 8.6 MILES TO A Y-ROAD FORK.  CONTINUE NORTHWEST ON THE
 QT0528'MAIN GRAVEL ROAD FOR 3.0 MILES TO THE AZIMUTH MARK ON THE
 QT0528'RIGHT, EAST SIDE OF THE GRAVEL ROAD.  CONTINUE NORTHERLY ON
 QT0528'THE GRAVEL ROAD FOR 0.3 MILE TO THE TOP OF A SMALL KNOLL AND
 QT0528'THE STATION ON THE LEFT, WEST SIDE OF THE GRAVEL ROAD.
 QT0528'
 QT0528'STATION MARK, A STANDARD DISK STAMPED BEST 1952, IS SET IN
 QT0528'A ROUND CONCRETE POST WHICH PROJECTS 9 INCHES.  IT IS 43 FEET
 QT0528'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET SOUTHEAST
 QT0528'OF A WOODEN WITNESS POST.  THE UNDERGROUND DISK WAS NOT
 QT0528'INSPECTED.
 QT0528'
 QT0528'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEST NO 1 1952,
 QT0528'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 9 INCHES.  IT
 QT0528'IS 41 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD AND
 QT0528'29 FEET SOUTHEAST OF THE WOODEN WITNESS POST.
 QT0528'
 QT0528'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEST NO 2 1952,
 QT0528'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 9 INCHES.  IT
 QT0528'IS 73 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD AND
 QT0528'28 FEET SOUTHWEST OF THE WOODEN WITNESS POST.
 QT0528'
 QT0528'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEST NO 3 1952,
 QT0528'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 QT0528'THE GROUND.  IT IS 49 FEET SOUTHWEST OF THE CENTER OF THE
 QT0528'GRAVEL ROAD AND 36.5 FEET NORTHWEST OF THE WOODEN WITNESS POST.
 QT0528'
 QT0528'AZIMUTH MARK, A STANDARD DISK STAMPED BEST 1952 RESET 1962,
 QT0528'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 QT0528'THE GROUND.  IT IS 88 FEET EAST OF THE CENTER OF THE GRAVEL
 QT0528'ROAD.
 QT0528'
 QT0528'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0774 ***********************************************************************
 NM0774  DESIGNATION -  BEST AZ MK
 NM0774  PID         -  NM0774
 NM0774  STATE/COUNTY-  SD/UNION
 NM0774  COUNTRY     -  US
 NM0774  USGS QUAD   -  ELK POINT (2017)
 NM0774
 NM0774                         *CURRENT SURVEY CONTROL
 NM0774  ______________________________________________________________________
 NM0774* NAD 83(1986) POSITION- 42 39 33.     (N) 096 41 10.     (W)   SCALED
 NM0774* NAVD 88 ORTHO HEIGHT -   345.018 (meters)     1131.95  (feet) ADJUSTED
 NM0774  ______________________________________________________________________
 NM0774  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 NM0774  DYNAMIC HEIGHT  -        344.915 (meters)     1131.61  (feet) COMP
 NM0774  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 NM0774
 NM0774  VERT ORDER      -  SECOND    CLASS 0
 NM0774
 NM0774.The horizontal coordinates were scaled from a map and have
 NM0774.an estimated accuracy of +/- 6 seconds.
 NM0774
 NM0774.The orthometric height was determined by differential leveling and
 NM0774.adjusted by the NATIONAL GEODETIC SURVEY
 NM0774.in June 1991.
 NM0774
 NM0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0774.GEOID18 height accuracy estimate available here.
 NM0774
 NM0774.Click photographs - Photos may exist for this station.
 NM0774
 NM0774.The dynamic height is computed by dividing the NAVD 88
 NM0774.geopotential number by the normal gravity value computed on the
 NM0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0774.degrees latitude (g = 980.6199 gals.).
 NM0774
 NM0774.The modeled gravity was interpolated from observed gravity values.
 NM0774
 NM0774;                    North         East    Units  Estimated Accuracy
 NM0774;SPC SD S     -    42,760.      898,950.      MT  (+/- 180 meters Scaled)
 NM0774
 NM0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN896255(NAD 83)
 NM0774
 NM0774                          SUPERSEDED SURVEY CONTROL
 NM0774
 NM0774  NGVD 29 (??/??/92)  344.841  (m)         1131.37   (f) ADJ UNCH    2 0
 NM0774
 NM0774.Superseded values are not recommended for survey control.
 NM0774
 NM0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0774.See file dsdata.pdf to determine how the superseded data were derived.
 NM0774
 NM0774_MARKER: DZ = AZIMUTH MARK DISK
 NM0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0774_STAMPING: BEST 1948
 NM0774_MARK LOGO: CGS
 NM0774_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0774+STABILITY: SURFACE MOTION
 NM0774
 NM0774  HISTORY     - Date     Condition        Report By
 NM0774  HISTORY     - 1948     MONUMENTED       CGS
 NM0774
 NM0774                          STATION DESCRIPTION
 NM0774
 NM0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0774'3.6 MI S FROM ELK POINT.
 NM0774'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0774'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 1.0 MILE
 NM0774'SOUTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES WEST ALONG A DIRT ROAD,
 NM0774'THENCE 0.4 MILE SOUTH ALONG A GRAVEL ROAD, ALONG A PRIVATE ROAD,
 NM0774'23.7 FEET WEST OF AN ELM TREE USED AS THE SOUTH GATE POST, 10.0
 NM0774'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A
 NM0774'FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0774'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0772 ***********************************************************************
 NM0772  DESIGNATION -  BEST RM 1
 NM0772  PID         -  NM0772
 NM0772  STATE/COUNTY-  SD/UNION
 NM0772  COUNTRY     -  US
 NM0772  USGS QUAD   -  ELK POINT (2017)
 NM0772
 NM0772                         *CURRENT SURVEY CONTROL
 NM0772  ______________________________________________________________________
 NM0772* NAD 83(1986) POSITION- 42 39 38.22   (N) 096 41 10.80   (W)   HD_HELD1
 NM0772* NAVD 88 ORTHO HEIGHT -   344.935 (meters)     1131.67  (feet) ADJUSTED
 NM0772  ______________________________________________________________________
 NM0772  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 NM0772  DYNAMIC HEIGHT  -        344.833 (meters)     1131.34  (feet) COMP
 NM0772  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 NM0772
 NM0772  VERT ORDER      -  SECOND    CLASS 0
 NM0772
 NM0772.The horizontal coordinates were determined by differentially corrected
 NM0772.hand held GPS observations or other comparable positioning techniques
 NM0772.and have an estimated accuracy of +/- 3 meters.
 NM0772
 NM0772.The orthometric height was determined by differential leveling and
 NM0772.adjusted by the NATIONAL GEODETIC SURVEY
 NM0772.in June 1991.
 NM0772
 NM0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0772.GEOID18 height accuracy estimate available here.
 NM0772
 NM0772.Click photographs - Photos may exist for this station.
 NM0772
 NM0772.The dynamic height is computed by dividing the NAVD 88
 NM0772.geopotential number by the normal gravity value computed on the
 NM0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0772.degrees latitude (g = 980.6199 gals.).
 NM0772
 NM0772.The modeled gravity was interpolated from observed gravity values.
 NM0772
 NM0772;                    North         East    Units  Estimated Accuracy
 NM0772;SPC SD S     -    42,923.3     898,928.8     MT  (+/- 3 meters HH1 GPS) 
 NM0772
 NM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8962225723(NAD 83)
 NM0772
 NM0772                          SUPERSEDED SURVEY CONTROL
 NM0772
 NM0772  NGVD 29 (??/??/92)  344.758  (m)         1131.09   (f) ADJ UNCH    2 0
 NM0772
 NM0772.Superseded values are not recommended for survey control.
 NM0772
 NM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0772.See file dsdata.pdf to determine how the superseded data were derived.
 NM0772
 NM0772_MARKER: DR = REFERENCE MARK DISK
 NM0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0772_STAMPING: BEST NO 1 1948
 NM0772_MARK LOGO: CGS
 NM0772_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0772+STABILITY: SURFACE MOTION
 NM0772
 NM0772  HISTORY     - Date     Condition        Report By
 NM0772  HISTORY     - 1948     MONUMENTED       CGS
 NM0772  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0772
 NM0772                          STATION DESCRIPTION
 NM0772
 NM0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0772'3.4 MI SE FROM ELK POINT.
 NM0772'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0772'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 1.0 MILE
 NM0772'SOUTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES WEST ALONG A DIRT ROAD,
 NM0772'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, 106.0 FEET
 NM0772'EAST-NORTHEAST OF A TRIANGULATION STATION BEST, 78.0 FEET NORTH
 NM0772'OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 0.6 FOOT SOUTH
 NM0772'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NM0772'ABOVE THE GROUND.  NOTE-- IT WAS REPORTED IN OCTOBER 1962 BY THE
 NM0772'USGS THAT THE TRIANGULATION STATION AND REFERENCE MARKS WERE
 NM0772'WASHED AWAY BY THE MISSOURI RIVER.
 NM0772
 NM0772                          STATION RECOVERY (1962)
 NM0772
 NM0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0772'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0773 ***********************************************************************
 NM0773  DESIGNATION -  BEST RM 2
 NM0773  PID         -  NM0773
 NM0773  STATE/COUNTY-  SD/UNION
 NM0773  COUNTRY     -  US
 NM0773  USGS QUAD   -  ELK POINT (2017)
 NM0773
 NM0773                         *CURRENT SURVEY CONTROL
 NM0773  ______________________________________________________________________
 NM0773* NAD 83(1986) POSITION- 42 39 37.36   (N) 096 41 10.41   (W)   HD_HELD1
 NM0773* NAVD 88 ORTHO HEIGHT -   344.877 (meters)     1131.48  (feet) ADJUSTED
 NM0773  ______________________________________________________________________
 NM0773  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 NM0773  DYNAMIC HEIGHT  -        344.775 (meters)     1131.15  (feet) COMP
 NM0773  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 NM0773
 NM0773  VERT ORDER      -  SECOND    CLASS 0
 NM0773
 NM0773.The horizontal coordinates were determined by differentially corrected
 NM0773.hand held GPS observations or other comparable positioning techniques
 NM0773.and have an estimated accuracy of +/- 3 meters.
 NM0773
 NM0773.The orthometric height was determined by differential leveling and
 NM0773.adjusted by the NATIONAL GEODETIC SURVEY
 NM0773.in June 1991.
 NM0773
 NM0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0773.GEOID18 height accuracy estimate available here.
 NM0773
 NM0773.Click photographs - Photos may exist for this station.
 NM0773
 NM0773.The dynamic height is computed by dividing the NAVD 88
 NM0773.geopotential number by the normal gravity value computed on the
 NM0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0773.degrees latitude (g = 980.6199 gals.).
 NM0773
 NM0773.The modeled gravity was interpolated from observed gravity values.
 NM0773
 NM0773;                    North         East    Units  Estimated Accuracy
 NM0773;SPC SD S     -    42,897.2     898,938.9     MT  (+/- 3 meters HH1 GPS) 
 NM0773
 NM0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8963125696(NAD 83)
 NM0773
 NM0773                          SUPERSEDED SURVEY CONTROL
 NM0773
 NM0773  NGVD 29 (??/??/92)  344.700  (m)         1130.90   (f) ADJ UNCH    2 0
 NM0773
 NM0773.Superseded values are not recommended for survey control.
 NM0773
 NM0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0773.See file dsdata.pdf to determine how the superseded data were derived.
 NM0773
 NM0773_MARKER: DR = REFERENCE MARK DISK
 NM0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0773_STAMPING: BEST NO 2 1948
 NM0773_MARK LOGO: CGS
 NM0773_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0773+STABILITY: SURFACE MOTION
 NM0773
 NM0773  HISTORY     - Date     Condition        Report By
 NM0773  HISTORY     - 1948     MONUMENTED       CGS
 NM0773  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0773
 NM0773                          STATION DESCRIPTION
 NM0773
 NM0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0773'3.4 MI S FROM ELK POINT.
 NM0773'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0773'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 1.0 MILE
 NM0773'SOUTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES WEST ALONG A DIRT ROAD,
 NM0773'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, 131.3 FEET EAST-SOUTHEAST
 NM0773'OF TRIANGULATION STATION BEST, 10.0 FEET SOUTH OF THE CENTER LINE
 NM0773'OF A PRIVATE ROAD LEADING EAST, 0.8 FOOT NORTH OF A FENCE, IN LINE
 NM0773'WITH A ROW OF TREES, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0773'0.2 FOOT ABOVE THE GROUND.  NOTE-- IT WAS REPORTED IN OCTOBER
 NM0773'1962 BY THE USGS THAT THE TRIANGULATION STATION AND REFERENCE MARKS
 NM0773'WERE WASHED AWAY BY THE MISSOURI RIVER.
 NM0773
 NM0773                          STATION RECOVERY (1962)
 NM0773
 NM0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0773'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0380 ***********************************************************************
 QQ0380  DESIGNATION -  BETHEL LUTHERAN CHURCH SPIRE
 QQ0380  PID         -  QQ0380
 QQ0380  STATE/COUNTY-  SD/ROBERTS
 QQ0380  COUNTRY     -  US
 QQ0380  USGS QUAD   -  DRYWOOD LAKES (2017)
 QQ0380
 QQ0380                         *CURRENT SURVEY CONTROL
 QQ0380  ______________________________________________________________________
 QQ0380* NAD 83(1996) POSITION- 45 32 39.67170(N) 097 08 06.80623(W)   ADJUSTED
 QQ0380  ______________________________________________________________________
 QQ0380  GEOID HEIGHT    -        -25.410 (meters)                     GEOID18
 QQ0380  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 QQ0380  HORZ ORDER      -  THIRD
 QQ0380
 QQ0380.The horizontal coordinates were established by classical geodetic methods
 QQ0380.and adjusted by the National Geodetic Survey in January 1998.
 QQ0380
 QQ0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0380.GEOID18 height accuracy estimate available here.
 QQ0380
 QQ0380.Click photographs - Photos may exist for this station.
 QQ0380
 QQ0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0380
 QQ0380. The following values were computed from the NAD 83(1996) position.
 QQ0380
 QQ0380;                    North         East     Units Scale Factor Converg.
 QQ0380;SPC SD N     -   194,095.507   823,677.456   MT  0.99997614   +2 01 39.0
 QQ0380;SPC SD N     -   636,795.01  2,702,348.45   sFT  0.99997614   +2 01 39.0
 QQ0380;UTM  14      - 5,045,115.286   645,574.105   MT  0.99986055   +1 19 52.7
 QQ0380
 QQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4557445115(NAD 83)
 QQ0380
 QQ0380                          SUPERSEDED SURVEY CONTROL
 QQ0380
 QQ0380  NAD 83(1986)-  45 32 39.67230(N)    097 08 06.79352(W) AD(       ) 3
 QQ0380  NAD 27      -  45 32 39.81757(N)    097 08 05.49128(W) AD(       ) 3
 QQ0380
 QQ0380.Superseded values are not recommended for survey control.
 QQ0380
 QQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0380.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0380
 QQ0380_MARKER: 90 = CHURCH SPIRE
 QQ0380
 QQ0380  HISTORY     - Date     Condition        Report By
 QQ0380  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0380
 QQ0380                          STATION DESCRIPTION
 QQ0380
 QQ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0380'THE CHURCH IS ABOUT 9-1/2 MILES SOUTHWEST OF SISSETON, 5-1/2
 QQ0380'MILES WEST OF U.S. HIGHWAY 81, AND ON THE NORTH SIDE OF AN
 QQ0380'EAST-WEST GRAVELED ROAD.
 QQ0380'
 QQ0380'IT IS A WHITE WOODEN BUILDING ABOUT 50 FEET HIGH WITH A SPIRE ON
 QQ0380'THE SOUTH END.
 QQ0380'
 QQ0380'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0995 ***********************************************************************
 PR0995  DESIGNATION -  BETHLEHEM LUTH CHURCH SPIRE
 PR0995  PID         -  PR0995
 PR0995  STATE/COUNTY-  SD/DEUEL
 PR0995  COUNTRY     -  US
 PR0995  USGS QUAD   -  ASTORIA (2017)
 PR0995
 PR0995                         *CURRENT SURVEY CONTROL
 PR0995  ______________________________________________________________________
 PR0995* NAD 83(1996) POSITION- 44 34 04.76476(N) 096 30 01.61698(W)   ADJUSTED
 PR0995  ______________________________________________________________________
 PR0995  GEOID HEIGHT    -        -25.376 (meters)                     GEOID18
 PR0995  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 PR0995  HORZ ORDER      -  THIRD
 PR0995
 PR0995.The horizontal coordinates were established by classical geodetic methods
 PR0995.and adjusted by the National Geodetic Survey in January 1998.
 PR0995
 PR0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0995.GEOID18 height accuracy estimate available here.
 PR0995
 PR0995.Click photographs - Photos may exist for this station.
 PR0995
 PR0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0995
 PR0995. The following values were computed from the NAD 83(1996) position.
 PR0995
 PR0995;                    North         East     Units Scale Factor Converg.
 PR0995;SPC SD N     -    87,644.187   877,900.434   MT  0.99997445   +2 28 36.4
 PR0995;SPC SD N     -   287,545.97  2,880,245.01   sFT  0.99997445   +2 28 36.4
 PR0995;UTM  14      - 4,938,000.535   698,478.641   MT  1.00008447   +1 45 16.7
 PR0995
 PR0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9847838000(NAD 83)
 PR0995
 PR0995                          SUPERSEDED SURVEY CONTROL
 PR0995
 PR0995  NAD 83(1986)-  44 34 04.76213(N)    096 30 01.59775(W) AD(       ) 3
 PR0995  NAD 27      -  44 34 04.89800(N)    096 30 00.41800(W) AD(       ) 3
 PR0995
 PR0995.Superseded values are not recommended for survey control.
 PR0995
 PR0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0995.See file dsdata.pdf to determine how the superseded data were derived.
 PR0995
 PR0995_MARKER: 90 = CHURCH SPIRE
 PR0995
 PR0995  HISTORY     - Date     Condition        Report By
 PR0995  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0995
 PR0995                          STATION DESCRIPTION
 PR0995
 PR0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0995'POINT OBSERVED UPON IS TIP OF SPIRE OF BETHLEHEM LUTHERAN
 PR0995'CHURCH, WHICH IS LOCATED 2 MILES E AND 3/4 MILE N OF ASTORIA,
 PR0995'S. DAK.  CHURCH IS ONE-STORY WOOD STRUCTURE PAINTED WHITE.
 PR0995'SPIRE SURMOUNTS SQUARE BELFRY TOWER WHICH IS ON W FACE OF
 PR0995'CHURCH.  A DATE, 1891, IS STAMPED ON TAIL OF WEATHER VANE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0015 ***********************************************************************
 OR0015  DESIGNATION -  BETTS
 OR0015  PID         -  OR0015
 OR0015  STATE/COUNTY-  SD/DAVISON
 OR0015  COUNTRY     -  US
 OR0015  USGS QUAD   -  BETTS (2017)
 OR0015
 OR0015                         *CURRENT SURVEY CONTROL
 OR0015  ______________________________________________________________________
 OR0015* NAD 83(1996) POSITION- 43 42 22.61477(N) 098 09 00.01336(W)   ADJUSTED
 OR0015* NAVD 88 ORTHO HEIGHT -   417.444 (meters)     1369.56  (feet) ADJUSTED
 OR0015  ______________________________________________________________________
 OR0015  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 OR0015  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 OR0015  DYNAMIC HEIGHT  -        417.339 (meters)     1369.22  (feet) COMP
 OR0015  MODELED GRAVITY -    980,356.1   (mgal)                       NAVD 88
 OR0015
 OR0015  HORZ ORDER      -  SECOND
 OR0015  VERT ORDER      -  FIRST     CLASS II
 OR0015
 OR0015.The horizontal coordinates were established by classical geodetic methods
 OR0015.and adjusted by the National Geodetic Survey in January 1998.
 OR0015
 OR0015.The orthometric height was determined by differential leveling and
 OR0015.adjusted by the NATIONAL GEODETIC SURVEY
 OR0015.in June 1991.
 OR0015
 OR0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0015.GEOID18 height accuracy estimate available here.
 OR0015
 OR0015.Click photographs - Photos may exist for this station.
 OR0015
 OR0015.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0015
 OR0015.The dynamic height is computed by dividing the NAVD 88
 OR0015.geopotential number by the normal gravity value computed on the
 OR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0015.degrees latitude (g = 980.6199 gals.).
 OR0015
 OR0015.The modeled gravity was interpolated from observed gravity values.
 OR0015
 OR0015. The following values were computed from the NAD 83(1996) position.
 OR0015
 OR0015;                    North         East     Units Scale Factor Converg.
 OR0015;SPC SD S     -   154,835.492   775,941.685   MT  0.99990804   +1 30 22.2
 OR0015;SPC SD S     -   507,989.44  2,545,735.34   sFT  0.99990804   +1 30 22.2
 OR0015;UTM  14      - 4,839,602.067   568,483.102   MT  0.99965769   +0 35 14.4
 OR0015
 OR0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0015!SPC SD S     -   0.99993865  x   0.99990804  =   0.99984670
 OR0015!UTM  14      -   0.99993865  x   0.99965769  =   0.99959636
 OR0015
 OR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP6848339602(NAD 83)
 OR0015
 OR0015|---------------------------------------------------------------------|
 OR0015| PID    Reference Object                     Distance      Geod. Az  |
 OR0015|                                                           dddmmss.s |
 OR0015| OR0014 BETTS RM                             24.721 METERS 09416     |
 OR0015|---------------------------------------------------------------------|
 OR0015
 OR0015                          SUPERSEDED SURVEY CONTROL
 OR0015
 OR0015  NAD 83(1995)-  43 42 22.62999(N)    098 08 59.99262(W) AD(       ) 2
 OR0015  NAD 83(1986)-  43 42 22.63808(N)    098 08 59.99781(W) AD(       ) 2
 OR0015  NAD 27      -  43 42 22.69500(N)    098 08 58.71200(W) AD(       ) 2
 OR0015  NGVD 29 (??/??/92)  417.142  (m)         1368.57   (f) ADJ UNCH    1 2
 OR0015  NGVD 29             417.14   (m)         1368.6    (f) LEVELING    3  
 OR0015
 OR0015.Superseded values are not recommended for survey control.
 OR0015
 OR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0015.See file dsdata.pdf to determine how the superseded data were derived.
 OR0015
 OR0015_MARKER: DS = TRIANGULATION STATION DISK
 OR0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0015_STAMPING: BETTS 1924
 OR0015_MARK LOGO: CGS
 OR0015_PROJECTION: FLUSH
 OR0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0015+STABILITY: SURFACE MOTION
 OR0015
 OR0015  HISTORY     - Date     Condition        Report By
 OR0015  HISTORY     - 1924     MONUMENTED       CGS
 OR0015  HISTORY     - 1924     GOOD             CGS
 OR0015  HISTORY     - 1935     GOOD             CGS
 OR0015  HISTORY     - 1941     GOOD             CGS
 OR0015  HISTORY     - 1974     MARK NOT FOUND   USGS
 OR0015  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0015
 OR0015                          STATION DESCRIPTION
 OR0015
 OR0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0015'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0015'ST. PAUL AND PACIFIC RAILROAD ABOUT 1/4 MILE W OF THE VILLAGE
 OR0015'BETTS, ABOUT 90 YARDS E OF WHISTLE POST AND 40 FEET N OF
 OR0015'N RAIL.
 OR0015'
 OR0015'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OR0015'CONCRETE.
 OR0015'
 OR0015'REFERENCE MARK IS ABOUT 75 FEET E OF THE STATION JUST INSIDE
 OR0015'THE FENCE MARKING THE NORTHERN LIMITS OF THE RIGHT-OF-WAY.
 OR0015'
 OR0015'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.7 METERS.
 OR0015
 OR0015                          STATION RECOVERY (1924)
 OR0015
 OR0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0015'0.2 MI W FROM BETTS.
 OR0015'ABOUT 1/4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0015'AND PACIFIC RAILROAD FROM BETTS, DAVISON COUNTY, ABOUT 280 FEET
 OR0015'EAST OF A WHISTLE POST, AND 38 FEET NORTH OF THE CENTER LINE
 OR0015'OF THE TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 OR0015'BETTS 1924 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 OR0015'WITH THE GROUND.
 OR0015
 OR0015                          STATION RECOVERY (1935)
 OR0015
 OR0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0015'THIS STATION RECOVERED JUNE 7, 1935 AND FOUND TO BE IN
 OR0015'GOOD CONDITION.  THE STATION MARK IS 280 FEET OR ABOUT 93
 OR0015'YARDS E OF A WHISTLE POST BUT IS 38 FEET N OF THE CENTER
 OR0015'LINE OF THE TRACK RATHER THAN 40 FEET N OF THE N RAIL.  IT
 OR0015'IS, ALSO, ABOUT 11 FEET S OF THE N RIGHT-OF-WAY FENCE AND
 OR0015'ABOUT 6 FEET ABOVE RAIL LEVEL.
 OR0015'
 OR0015'REFERENCE MARK IS ABOUT 120 YARDS E OF WHISTLE POST, 48
 OR0015'FEET N OF CENTER LINE OF TRACK, 2 FEET S OF N RIGHT-OF-WAY
 OR0015'FENCE, AND ABOUT 81 FEET E OF STATION.
 OR0015
 OR0015                          STATION RECOVERY (1941)
 OR0015
 OR0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0015'RECOVERED IN GOOD CONDITION.
 OR0015
 OR0015                          STATION RECOVERY (1974)
 OR0015
 OR0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OR0015'THIS STATION AND THE REFERENCE MARK WAS NOT FOUND.  THE AREA
 OR0015'HAS BEEN GRADED BY THE RAILROAD MACHINERY AND THE MARKS ARE
 OR0015'PRESUMED TO BE DESTROYED.
 OR0015
 OR0015                          STATION RECOVERY (1991)
 OR0015
 OR0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0015'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0014 ***********************************************************************
 OR0014  DESIGNATION -  BETTS RM
 OR0014  PID         -  OR0014
 OR0014  STATE/COUNTY-  SD/DAVISON
 OR0014  COUNTRY     -  US
 OR0014  USGS QUAD   -  BETTS (2017)
 OR0014
 OR0014                         *CURRENT SURVEY CONTROL
 OR0014  ______________________________________________________________________
 OR0014* NAD 83(1986) POSITION- 43 42 22.56   (N) 098 08 58.91   (W)   HD_HELD1
 OR0014* NAVD 88 ORTHO HEIGHT -   417.36  (+/-2cm)     1369.3   (feet) VERTCON3
 OR0014  ______________________________________________________________________
 OR0014  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 OR0014  VERT ORDER      -  ? (See Below)
 OR0014
 OR0014.The horizontal coordinates were determined by differentially corrected
 OR0014.hand held GPS observations or other comparable positioning techniques
 OR0014.and have an estimated accuracy of +/- 3 meters.
 OR0014
 OR0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0014
 OR0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0014.GEOID18 height accuracy estimate available here.
 OR0014
 OR0014.The vertical order pertains to the NGVD 29 superseded value.
 OR0014
 OR0014.Click photographs - Photos may exist for this station.
 OR0014
 OR0014;                    North         East    Units  Estimated Accuracy
 OR0014;SPC SD S     -   154,834.5     775,966.4     MT  (+/- 3 meters HH1 GPS) 
 OR0014
 OR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP6850739600(NAD 83)
 OR0014
 OR0014                          SUPERSEDED SURVEY CONTROL
 OR0014
 OR0014  NGVD 29 (??/??/92)  417.060  (m)         1368.30   (f) ADJ UNCH       
 OR0014
 OR0014.Superseded values are not recommended for survey control.
 OR0014
 OR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0014.See file dsdata.pdf to determine how the superseded data were derived.
 OR0014
 OR0014_MARKER: DR = REFERENCE MARK DISK
 OR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0014_STAMPING: BETTS 1924
 OR0014_MARK LOGO: CGS
 OR0014_PROJECTION: FLUSH
 OR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0014+STABILITY: SURFACE MOTION
 OR0014
 OR0014  HISTORY     - Date     Condition        Report By
 OR0014  HISTORY     - 1924     MONUMENTED       CGS
 OR0014  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0014
 OR0014                          STATION DESCRIPTION
 OR0014
 OR0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0014'0.2 MI W FROM BETTS.
 OR0014'ABOUT 1/4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0014'AND PACIFIC RAILROAD FROM BETTS, DAVISON COUNTY, ABOUT 120
 OR0014'YARDS EAST OF A WHISTLE POST, 81 FEET EAST OF TRAVERSE STATION
 OR0014'BETTS, DESCRIBED BELOW, AND 48 FEET NORTH OF THE CENTER LINE
 OR0014'OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED BETTS
 OR0014'1924 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 OR0014'THE GROUND.
 OR0014
 OR0014                          STATION RECOVERY (1991)
 OR0014
 OR0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0014'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0185 ***********************************************************************
 PU0185  DESIGNATION -  BIG
 PU0185  PID         -  PU0185
 PU0185  STATE/COUNTY-  SD/MEADE
 PU0185  COUNTRY     -  US
 PU0185  USGS QUAD   -  PLAINVIEW (2017)
 PU0185
 PU0185                         *CURRENT SURVEY CONTROL
 PU0185  ______________________________________________________________________
 PU0185* NAD 83(1986) POSITION- 44 32 42.     (N) 102 09 49.     (W)   SCALED
 PU0185* NAVD 88 ORTHO HEIGHT -   754.536 (meters)     2475.51  (feet) ADJUSTED
 PU0185  ______________________________________________________________________
 PU0185  GEOID HEIGHT    -        -19.512 (meters)                     GEOID18
 PU0185  DYNAMIC HEIGHT  -        754.360 (meters)     2474.93  (feet) COMP
 PU0185  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 PU0185
 PU0185  VERT ORDER      -  SECOND    CLASS 0
 PU0185
 PU0185.The horizontal coordinates were scaled from a map and have
 PU0185.an estimated accuracy of +/- 6 seconds.
 PU0185
 PU0185.The orthometric height was determined by differential leveling and
 PU0185.adjusted by the NATIONAL GEODETIC SURVEY
 PU0185.in June 1991.
 PU0185
 PU0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0185.GEOID18 height accuracy estimate available here.
 PU0185
 PU0185.Click photographs - Photos may exist for this station.
 PU0185
 PU0185.The dynamic height is computed by dividing the NAVD 88
 PU0185.geopotential number by the normal gravity value computed on the
 PU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0185.degrees latitude (g = 980.6199 gals.).
 PU0185
 PU0185.The modeled gravity was interpolated from observed gravity values.
 PU0185
 PU0185;                    North         East    Units  Estimated Accuracy
 PU0185;SPC SD N     -    81,380.      428,090.      MT  (+/- 180 meters Scaled)
 PU0185
 PU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253363(NAD 83)
 PU0185
 PU0185                          SUPERSEDED SURVEY CONTROL
 PU0185
 PU0185  NGVD 29 (??/??/92)  754.083  (m)         2474.02   (f) ADJ UNCH    2 0
 PU0185
 PU0185.Superseded values are not recommended for survey control.
 PU0185
 PU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0185.See file dsdata.pdf to determine how the superseded data were derived.
 PU0185
 PU0185_MARKER: DS = TRIANGULATION STATION DISK
 PU0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0185_STAMPING: BIG 1962
 PU0185_MARK LOGO: CGS
 PU0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0185+STABILITY: SURFACE MOTION
 PU0185
 PU0185  HISTORY     - Date     Condition        Report By
 PU0185  HISTORY     - 1962     MONUMENTED       CGS
 PU0185  HISTORY     - 1963     GOOD             CGS
 PU0185  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0185
 PU0185                          STATION DESCRIPTION
 PU0185
 PU0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0185'4.2 MI S FROM PLAINVIEW.
 PU0185'4.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0185'POST OFFICE AT PLAINVIEW, 0.2 MILE SOUTHWEST OF A CURVE WITH
 PU0185'A TRACK ROAD LEADING SOUTH, ON THE CREST OF A SMALL HILL, 42.6
 PU0185'FEET NORTHEAST OF BIG R.M. 2, 42.3 FEET SOUTHWEST OF BIG R.M. 1,
 PU0185'51 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 PU0185'SOUTHEAST OF A FENCE, 6.0 FEET SOUTH-SOUTH WEST OF A METAL
 PU0185'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 PU0185'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PU0185
 PU0185                          STATION RECOVERY (1981)
 PU0185
 PU0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1075 ***********************************************************************
 PT1075  DESIGNATION -  BIG
 PT1075  PID         -  PT1075
 PT1075  STATE/COUNTY-  SD/DEWEY
 PT1075  COUNTRY     -  US
 PT1075  USGS QUAD   -  NO HEART CREEK SW (2017)
 PT1075
 PT1075                         *CURRENT SURVEY CONTROL
 PT1075  ______________________________________________________________________
 PT1075* NAD 83(1996) POSITION- 44 50 54.66408(N) 100 39 12.85790(W)   ADJUSTED
 PT1075* NAVD 88 ORTHO HEIGHT -   557.    (meters)     1827.    (feet) SCALED
 PT1075  ______________________________________________________________________
 PT1075  GEOID HEIGHT    -        -22.202 (meters)                     GEOID18
 PT1075  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 PT1075  HORZ ORDER      -  THIRD
 PT1075
 PT1075.The horizontal coordinates were established by classical geodetic methods
 PT1075.and adjusted by the National Geodetic Survey in January 1998.
 PT1075
 PT1075.The orthometric height was scaled from a topographic map.
 PT1075
 PT1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1075.GEOID18 height accuracy estimate available here.
 PT1075
 PT1075.Click photographs - Photos may exist for this station.
 PT1075
 PT1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1075
 PT1075. The following values were computed from the NAD 83(1996) position.
 PT1075
 PT1075;                    North         East     Units Scale Factor Converg.
 PT1075;SPC SD N     -   113,017.917   548,335.726   MT  0.99994534   -0 27 45.2
 PT1075;SPC SD N     -   370,792.95  1,798,998.13   sFT  0.99994534   -0 27 45.2
 PT1075;SPC SD S     -   279,492.900   574,680.344   MT  1.00013817   -0 13 15.3
 PT1075;SPC SD S     -   916,969.62  1,885,430.43   sFT  1.00013817   -0 13 15.3
 PT1075;UTM  14      - 4,967,452.837   369,330.187   MT  0.99980996   -1 09 58.8
 PT1075
 PT1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1075!SPC SD N     -   0.99991610  x   0.99994534  =   0.99986144
 PT1075!SPC SD S     -   0.99991610  x   1.00013817  =   1.00005425
 PT1075!UTM  14      -   0.99991610  x   0.99980996  =   0.99972607
 PT1075
 PT1075:                Primary Azimuth Mark                     Grid Az
 PT1075:SPC SD N     -  BIG AZ MK                                333 36 46.4
 PT1075:SPC SD S     -  BIG AZ MK                                333 22 16.5
 PT1075:UTM  14      -  BIG AZ MK                                334 19 00.0
 PT1075
 PT1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6933067452(NAD 83)
 PT1075
 PT1075|---------------------------------------------------------------------|
 PT1075| PID    Reference Object                     Distance      Geod. Az  |
 PT1075|                                                           dddmmss.s |
 PT1075| CO4376 BIG RM 1                              6.830 METERS 23603     |
 PT1075| CO4377 BIG RM 2                              5.536 METERS 32835     |
 PT1075| CO4375 BIG AZ MK                                          3330901.2 |
 PT1075|---------------------------------------------------------------------|
 PT1075
 PT1075                          SUPERSEDED SURVEY CONTROL
 PT1075
 PT1075  NAD 83(1986)-  44 50 54.65742(N)    100 39 12.85973(W) AD(       ) 3
 PT1075  NAD 27      -  44 50 54.71500(N)    100 39 11.34300(W) AD(       ) 3
 PT1075
 PT1075.Superseded values are not recommended for survey control.
 PT1075
 PT1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1075.See file dsdata.pdf to determine how the superseded data were derived.
 PT1075
 PT1075_MARKER: DS = TRIANGULATION STATION DISK
 PT1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1075_STAMPING: BIG 1948
 PT1075_MARK LOGO: CGS
 PT1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1075+STABILITY: SURFACE MOTION
 PT1075
 PT1075  HISTORY     - Date     Condition        Report By
 PT1075  HISTORY     - 1948     MONUMENTED       CGS
 PT1075
 PT1075                          STATION DESCRIPTION
 PT1075
 PT1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1075'STATION IS LOCATED ON TRIBAL OWNED LANDS OF THE CHEYENNE
 PT1075'INDIAN RESERVATION, ABOUT 21-1/2 MILES SOUTHWEST OF CHEYENNE
 PT1075'AGENCY, ABOUT 18 MILES SOUTH-SOUTHEAST OF RIDGEVIEW, AND ABOUT
 PT1075'ONE MILE NORTHWEST OF THE MISSOURI RIVER.  IT IS ON THE
 PT1075'EAST END AND HIGHEST POINT OF AN EAST-WEST RIDGE AND IT IS
 PT1075'6 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 PT1075'THE DISK IS STAMPED BIG 1948.
 PT1075'
 PT1075'REFERENCE MARK NO. 1 IS 22.41 FEET SOUTHWEST OF THE STATION.
 PT1075'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG NO 1
 PT1075'1948.
 PT1075'
 PT1075'REFERENCE MARK NO. 2 IS 18.16 FEET NORTH-NORTHWEST OF THE
 PT1075'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1075'BIG NO 2 1948.
 PT1075'
 PT1075'THE AZIMUTH MARK IS 0.8 MILE NORTH-NORTHWEST OF THE STATION,
 PT1075'21 FEET WEST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 PT1075'AND 3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES
 PT1075'AND THE DISK IS STAMPED BIG 1948.
 PT1075'
 PT1075'TO REACH FROM THE RIDGEVIEW POST OFFICE GO WEST ON U.S. HIGHWAY
 PT1075'212 FOR ABOUT 50 YARDS TO THE FIRST ROAD WEST OF THE POST
 PT1075'OFFICE, THEN TURN LEFT AND GO SOUTH 0.4 MILE TO A T-ROAD
 PT1075'INTERSECTION, THEN TURN LEFT AND GO EAST 0.45 MILE, THEN TURN
 PT1075'RIGHT AND GO SOUTH FOR ONE MILE TO A LEFT TURN AND A WIRE
 PT1075'GATE.  PASS THRU THE WIRE GATE AND FOLLOW THE MAIN TRACK ROAD
 PT1075'SOUTHEASTERLY 1.25 MILES TO A WIRE GATE.  PASS THRU THIS
 PT1075'GATE AND CONTINUE ON TRACK ROAD FOR 0.6 MILE TO THE HOME OF
 PT1075'J.M. HIETT.  PASS THRU THE WIRE GATE SOUTHEAST OF THE HOUSE
 PT1075'AND FOLLOW PLAIN TRACK ROAD SOUTHEASTERLY FOR 0.95 MILE TO A
 PT1075'ROAD FORK IMMEDIATELY BEYOND A FENCE CORNER ON THE RIGHT.
 PT1075'GO ON THE RIGHT-HAND ROAD FOR 0.85 MILES TO A WIRE GATE,
 PT1075'PASS THRU THE GATE AND FOLLOW THE WELL TRAVELED TRACK ROAD
 PT1075'SOUTHEASTERLY FOR 14.8 MILES TO A POINT WHERE THE ROAD BEARS
 PT1075'LEFT OFF OF THE RIDGE AND DESCENDS INTO THE RIVER FLATS.
 PT1075'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO POINT OF RIDGE AND
 PT1075'STATION.
 PT1075'
 PT1075'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0187 ***********************************************************************
 PU0187  DESIGNATION -  BIG AZ MK
 PU0187  PID         -  PU0187
 PU0187  STATE/COUNTY-  SD/MEADE
 PU0187  COUNTRY     -  US
 PU0187  USGS QUAD   -  PLAINVIEW (2017)
 PU0187
 PU0187                         *CURRENT SURVEY CONTROL
 PU0187  ______________________________________________________________________
 PU0187* NAD 83(1986) POSITION- 44 32 29.     (N) 102 10 16.     (W)   SCALED
 PU0187* NAVD 88 ORTHO HEIGHT -   730.050 (meters)     2395.17  (feet) ADJUSTED
 PU0187  ______________________________________________________________________
 PU0187  GEOID HEIGHT    -        -19.492 (meters)                     GEOID18
 PU0187  DYNAMIC HEIGHT  -        729.879 (meters)     2394.61  (feet) COMP
 PU0187  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 PU0187
 PU0187  VERT ORDER      -  SECOND    CLASS 0
 PU0187
 PU0187.The horizontal coordinates were scaled from a map and have
 PU0187.an estimated accuracy of +/- 6 seconds.
 PU0187
 PU0187.The orthometric height was determined by differential leveling and
 PU0187.adjusted by the NATIONAL GEODETIC SURVEY
 PU0187.in June 1991.
 PU0187
 PU0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0187.GEOID18 height accuracy estimate available here.
 PU0187
 PU0187.Click photographs - Photos may exist for this station.
 PU0187
 PU0187.The dynamic height is computed by dividing the NAVD 88
 PU0187.geopotential number by the normal gravity value computed on the
 PU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0187.degrees latitude (g = 980.6199 gals.).
 PU0187
 PU0187.The modeled gravity was interpolated from observed gravity values.
 PU0187
 PU0187;                    North         East    Units  Estimated Accuracy
 PU0187;SPC SD N     -    80,990.      427,480.      MT  (+/- 180 meters Scaled)
 PU0187
 PU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK247358(NAD 83)
 PU0187
 PU0187                          SUPERSEDED SURVEY CONTROL
 PU0187
 PU0187  NGVD 29 (??/??/92)  729.596  (m)         2393.68   (f) ADJ UNCH    2 0
 PU0187
 PU0187.Superseded values are not recommended for survey control.
 PU0187
 PU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0187.See file dsdata.pdf to determine how the superseded data were derived.
 PU0187
 PU0187_MARKER: DZ = AZIMUTH MARK DISK
 PU0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0187_STAMPING: BIG 1962
 PU0187_MARK LOGO: CGS
 PU0187_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0187+STABILITY: SURFACE MOTION
 PU0187
 PU0187  HISTORY     - Date     Condition        Report By
 PU0187  HISTORY     - 1962     MONUMENTED       CGS
 PU0187  HISTORY     - 1963     GOOD             CGS
 PU0187
 PU0187                          STATION DESCRIPTION
 PU0187
 PU0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0187'4.6 MI SSW FROM PLAINVIEW.
 PU0187'4.65 MILES SOUTH-SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE
 PU0187'AND POST OFFICE AT PLAINVIEW, 0.65 MILE SOUTHWEST OF A CURVE
 PU0187'AND DIRT ROAD LEADING SOUTH, 50 1/2 FEET NORTHWEST OF THE CENTER
 PU0187'LINE OF THE ROAD, 18 FEET NORTHEAST OF THE CENTER LINE
 PU0187'OF A GATE WITH TRAIL ROAD LEADING NORTH AND ALONG THE EAST SIDE
 PU0187'OF A FENCE, 2 FEET SOUTHEAST OF A FENCE, 2.0 FEET SOUTHEAST
 PU0187'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PU0187'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0714 ***********************************************************************
 PS0714  DESIGNATION -  BIG BEND
 PS0714  PID         -  PS0714
 PS0714  STATE/COUNTY-  SD/HYDE
 PS0714  COUNTRY     -  US
 PS0714  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0714
 PS0714                         *CURRENT SURVEY CONTROL
 PS0714  ______________________________________________________________________
 PS0714* NAD 83(1996) POSITION- 44 13 48.81753(N) 099 37 32.89016(W)   ADJUSTED
 PS0714* NAVD 88 ORTHO HEIGHT -   568.    (meters)     1864.    (feet) SCALED
 PS0714  ______________________________________________________________________
 PS0714  GEOID HEIGHT    -        -24.155 (meters)                     GEOID18
 PS0714  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 PS0714  HORZ ORDER      -  THIRD
 PS0714
 PS0714.The horizontal coordinates were established by classical geodetic methods
 PS0714.and adjusted by the National Geodetic Survey in January 1998.
 PS0714
 PS0714.The orthometric height was scaled from a topographic map.
 PS0714
 PS0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0714.GEOID18 height accuracy estimate available here.
 PS0714
 PS0714.Click photographs - Photos may exist for this station.
 PS0714
 PS0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0714
 PS0714. The following values were computed from the NAD 83(1996) position.
 PS0714
 PS0714;                    North         East     Units Scale Factor Converg.
 PS0714;SPC SD N     -    44,173.416   629,897.749   MT  1.00004093   +0 15 53.4
 PS0714;SPC SD N     -   144,925.62  2,066,589.53   sFT  1.00004093   +0 15 53.4
 PS0714;SPC SD S     -   210,975.843   656,525.705   MT  0.99996388   +0 29 17.1
 PS0714;SPC SD S     -   692,176.58  2,153,951.42   sFT  0.99996388   +0 29 17.1
 PS0714;UTM  14      - 4,897,634.567   450,021.207   MT  0.99963072   -0 26 11.5
 PS0714
 PS0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0714!SPC SD N     -   0.99991468  x   1.00004093  =   0.99995561
 PS0714!SPC SD S     -   0.99991468  x   0.99996388  =   0.99987856
 PS0714!UTM  14      -   0.99991468  x   0.99963072  =   0.99954543
 PS0714
 PS0714:                Primary Azimuth Mark                     Grid Az
 PS0714:SPC SD N     -  NECK RESET                               165 38 40.6
 PS0714:SPC SD S     -  NECK RESET                               165 25 16.9
 PS0714:UTM  14      -  NECK RESET                               166 20 45.5
 PS0714
 PS0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5002197634(NAD 83)
 PS0714
 PS0714|---------------------------------------------------------------------|
 PS0714| PID    Reference Object                     Distance      Geod. Az  |
 PS0714|                                                           dddmmss.s |
 PS0714| PS0708 NECK RESET                          APPROX.10.5 KM 1655434.0 |
 PS0714|---------------------------------------------------------------------|
 PS0714
 PS0714                          SUPERSEDED SURVEY CONTROL
 PS0714
 PS0714  NAD 83(1986)-  44 13 48.81482(N)    099 37 32.89601(W) AD(       ) 3
 PS0714  NAD 27      -  44 13 48.86000(N)    099 37 31.48600(W) AD(       ) 3
 PS0714  MORC        -  44 13 46.16000(N)    099 37 31.62000(W) AD(       ) 3
 PS0714
 PS0714.Superseded values are not recommended for survey control.
 PS0714
 PS0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0714.See file dsdata.pdf to determine how the superseded data were derived.
 PS0714
 PS0714_MARKER: Z = SEE DESCRIPTION
 PS0714_SETTING: 0 = UNSPECIFIED SETTING
 PS0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0714
 PS0714  HISTORY     - Date     Condition        Report By
 PS0714  HISTORY     - 1889     MONUMENTED       MORC
 PS0714
 PS0714                          STATION DESCRIPTION
 PS0714
 PS0714'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PS0714'BIG BEND IS ON LEFT BANK, ON NORTHWEST END OF A RIDGE 200
 PS0714'FEET LONG RUNNING NORTHWEST AND SOUTHEAST, AND 1 MILE FROM
 PS0714'RIVER.  SOUTHEAST END COVERED WITH ROCK AROUND STATION.  HIGH
 PS0714'HILLS 1 MILE BACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2051 ***********************************************************************
 PU2051  DESIGNATION -  BIG BOTTOM
 PU2051  PID         -  PU2051
 PU2051  STATE/COUNTY-  SD/MEADE
 PU2051  COUNTRY     -  US
 PU2051  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2051
 PU2051                         *CURRENT SURVEY CONTROL
 PU2051  ______________________________________________________________________
 PU2051* NAD 83(1996) POSITION- 44 35 23.28932(N) 103 33 14.43671(W)   ADJUSTED
 PU2051* NAVD 88 ORTHO HEIGHT -   961.916 (meters)     3155.89  (feet) ADJUSTED
 PU2051  ______________________________________________________________________
 PU2051  GEOID HEIGHT    -        -15.798 (meters)                     GEOID18
 PU2051  LAPLACE CORR    -         -8.45  (seconds)                    DEFLEC18
 PU2051  DYNAMIC HEIGHT  -        961.642 (meters)     3154.99  (feet) COMP
 PU2051  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 PU2051
 PU2051  HORZ ORDER      -  SECOND
 PU2051  VERT ORDER      -  SECOND    CLASS 0
 PU2051
 PU2051.The horizontal coordinates were established by classical geodetic methods
 PU2051.and adjusted by the National Geodetic Survey in January 1998.
 PU2051
 PU2051.The orthometric height was determined by differential leveling and
 PU2051.adjusted by the NATIONAL GEODETIC SURVEY
 PU2051.in June 1991.
 PU2051
 PU2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2051.GEOID18 height accuracy estimate available here.
 PU2051
 PU2051.Click photographs - Photos may exist for this station.
 PU2051
 PU2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2051
 PU2051.The dynamic height is computed by dividing the NAVD 88
 PU2051.geopotential number by the normal gravity value computed on the
 PU2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2051.degrees latitude (g = 980.6199 gals.).
 PU2051
 PU2051.The modeled gravity was interpolated from observed gravity values.
 PU2051
 PU2051. The following values were computed from the NAD 83(1996) position.
 PU2051
 PU2051;                    North         East     Units Scale Factor Converg.
 PU2051;SPC SD N     -    90,254.052   317,884.060   MT  0.99997134   -2 30 55.1
 PU2051;SPC SD N     -   296,108.50  1,042,924.62   sFT  0.99997134   -2 30 55.1
 PU2051;UTM  13      - 4,938,401.181   614,776.539   MT  0.99976200   +1 00 54.8
 PU2051
 PU2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2051!SPC SD N     -   0.99985168  x   0.99997134  =   0.99982302
 PU2051!UTM  13      -   0.99985168  x   0.99976200  =   0.99961371
 PU2051
 PU2051:                Primary Azimuth Mark                     Grid Az
 PU2051:SPC SD N     -  BIG BOTTOM AZ MK                         092 08 23.7
 PU2051:UTM  13      -  BIG BOTTOM AZ MK                         088 36 33.8
 PU2051
 PU2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1477638401(NAD 83)
 PU2051
 PU2051|---------------------------------------------------------------------|
 PU2051| PID    Reference Object                     Distance      Geod. Az  |
 PU2051|                                                           dddmmss.s |
 PU2051| PU2272 NEWELL MUNICIPAL TANK               APPROX.17.2 KM 0353158.1 |
 PU2051| PU2052 BIG BOTTOM RM 1                       8.806 METERS 08827     |
 PU2051| CP9647 BIG BOTTOM AZ MK                                   0893728.6 |
 PU2051| PU2048 MOTT                                372.667 METERS 26753     |
 PU2051| PU2050 BIG BOTTOM RM 2                       8.864 METERS 26802     |
 PU2051|---------------------------------------------------------------------|
 PU2051
 PU2051                          SUPERSEDED SURVEY CONTROL
 PU2051
 PU2051  NAD 83(1993)-  44 35 23.28289(N)    103 33 14.43770(W) AD(       ) 2
 PU2051  NAD 83(1986)-  44 35 23.27860(N)    103 33 14.43285(W) AD(       ) 2
 PU2051  NAD 27      -  44 35 23.33230(N)    103 33 12.74070(W) AD(       ) 2
 PU2051  NGVD 29 (??/??/92)  961.420  (m)         3154.26   (f) ADJ UNCH    2 0
 PU2051  NGVD 29             961.42   (m)         3154.3    (f) LEVELING    3  
 PU2051
 PU2051.Superseded values are not recommended for survey control.
 PU2051
 PU2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2051.See file dsdata.pdf to determine how the superseded data were derived.
 PU2051
 PU2051_MARKER: DS = TRIANGULATION STATION DISK
 PU2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2051_STAMPING: BIG BOTTOM 1950
 PU2051_MARK LOGO: CGS
 PU2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2051+STABILITY: SURFACE MOTION
 PU2051
 PU2051  HISTORY     - Date     Condition        Report By
 PU2051  HISTORY     - 1950     MONUMENTED       CGS
 PU2051  HISTORY     - 1962     GOOD             CGS
 PU2051  HISTORY     - 1962     GOOD             CGS
 PU2051
 PU2051                          STATION DESCRIPTION
 PU2051
 PU2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2051'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH OF STURGIS,
 PU2051'ABOUT 4.0 MILES WEST OF STATE HIGHWAY NO. 79, ABOUT 25 FEET
 PU2051'NORTH OF THE CENTER OF A GRADED DIRT ROAD, 6.5 FEET EAST OF A
 PU2051'WITNESS POST, AND 2.5 FEET SOUTH OF A WIRE FENCE.
 PU2051'
 PU2051'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON STATE
 PU2051'HIGHWAY NO. 79 FOR FOUR MILES TO A SIDE ROAD ON THE RIGHT AT
 PU2051'A SIGN BEAR BUTTE--CONTINUE NORTH ON NO. 79 FOR 9.4 MILES TO A
 PU2051'CROSS ROAD.  TURN LEFT, WEST, ON A GRADED DIRT ROAD FOR 2.2
 PU2051'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PU2051'CONTINUE WEST ON THE MAIN ROAD FOR 2.0 MILES TO THE STATION ON
 PU2051'THE RIGHT AS DESCRIBED.
 PU2051'
 PU2051'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2051'BIG BOTTOM 1950.
 PU2051'
 PU2051'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF THE GRADED
 PU2051'DIRT ROAD, AND 2.5 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS
 PU2051'10 INCHES, AND THE DISK IS STAMPED BIG BOTTOM NO 1 1950.
 PU2051'
 PU2051'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTER OF THE
 PU2051'GRADED DIRT ROAD, AND 2.5 FEET SOUTH OF THE WIRE FENCE.  IT
 PU2051'PROJECTS 8 INCHES, AND THE DISK IS STAMPED BIG BOTTOM NO 2
 PU2051'1950.
 PU2051'
 PU2051'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF THE GRADED
 PU2051'DIRT ROAD, 3.5 FEET WEST OF A WITNESS POST, AND 2 FEET NORTH
 PU2051'OF A WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE DISK IS
 PU2051'STAMPED BIG BOTTOM 1950.
 PU2051'
 PU2051'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2051'CONCRETE CYLINDERS.
 PU2051
 PU2051                          STATION RECOVERY (1962)
 PU2051
 PU2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2051'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 PU2051'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 PU2051'IN GOOD CONDITION.
 PU2051'
 PU2051'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH-NORTHWEST OF
 PU2051'STURGIS, 10.0 MILES SOUTHWEST OF NEWELL AND 6.5 MILES SOUTH OF
 PU2051'NISLAND.  ALL MARKS ARE ON RIGHT-OF-WAY PROPERTY ALONG EAST/WEST
 PU2051'COUNTY ROAD.
 PU2051'
 PU2051'TO REACH THE STATION FROM THE POST OFFICE IN NISLAND.  GO
 PU2051'EAST ON GRAVELED STREET FOR 0.05 MILE TO CROSSROADS.  TURN
 PU2051'RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.9 MILE TO T-JUNCTION.
 PU2051'TURN LEFT AND GO EAST AND SOUTH FOR 1.4 MILES TO CROSSROADS,
 PU2051'CONTINUE SOUTH ON GRAVELED ROAD FOR 3.1 MILES TO T-JUNCTION.
 PU2051'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 1.0 MILE, HERE
 PU2051'ROAD TURNS SOUTH, FOLLOW MAIN GRAVELED ROAD SOUTH FOR 1.0
 PU2051'MILE TO T-JUNCTION ON LEFT.  TURN LEFT AND GO EAST ON
 PU2051'GRAVELED ROAD FOR 0.7 MILE TO THE TOP OF GRADE AND THE
 PU2051'STATION ON THE NORTH SIDE OF THE ROAD.  TO REACH THE AZIMUTH
 PU2051'MARK FROM THE STATION CONTINUE EAST ON GRAVELED ROAD FOR 1.7
 PU2051'MILES TO BRIDGE OVER WHITEWOOD CREEK, CONTINUE EAST ON
 PU2051'MAIN ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE SOUTH
 PU2051'SIDE OF THE ROAD.
 PU2051'
 PU2051'THE STATION MARK IS A STANDARD DISK STAMPED
 PU2051'BIG BOTTOM 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2051'MONUMENT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES
 PU2051'ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTH OF THE
 PU2051'CENTER OF GRAVELED ROAD, 6 FEET SOUTHEAST OF METAL WITNESS
 PU2051'POST WITH SIGN AND 3 FEET SOUTH OF WIRE FENCE.
 PU2051'
 PU2051'REFERENCE MARK NUMBER 1 IS A STANDARD DISK
 PU2051'STAMPED BIG BOTTOM NO 1 1950 SET IN THE TOP OF A CYLINDRICAL
 PU2051'CONCRETE MONUMENT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 7
 PU2051'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTH
 PU2051'OF THE CENTER OF GRAVELED ROAD AND 3 FEET SOUTH OF A WIRE
 PU2051'FENCE.
 PU2051'
 PU2051'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED
 PU2051'BIG BOTTOM NO 2 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2051'MONUMENT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 5 INCHES
 PU2051'ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTH OF THE
 PU2051'CENTER OF GRAVELED ROAD AND 3 FEET SOUTH OF A WIRE FENCE.  A
 PU2051'CROSS WAS STAMPED ON THE MARK AND A NEW MEASUREMENT WAS TAKEN
 PU2051'TO THE CROSS.
 PU2051'
 PU2051'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIG
 PU2051'BOTTOM 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 PU2051'12 INCHES IN DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE THE
 PU2051'SURFACE OF THE GROUND.  IT IS 25 FEET SOUTH OF THE CENTER OF
 PU2051'GRAVELED ROAD, 4 FEET NORTH OF WIRE FENCE AND 1 FOOT SOUTH OF
 PU2051'METAL WITNESS POST WITH SIGN.
 PU2051
 PU2051                          STATION RECOVERY (1962)
 PU2051
 PU2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU2051'8.2 MI S FROM NISLAND.
 PU2051'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2051'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 4.1
 PU2051'MILES SOUTH, THENCE 1.0 MILE WEST, THENCE 1.0 MILE SOUTH, THENCE
 PU2051'0.7 MILE EAST ALONG ROADS, 156 FEET EAST OF A FENCE CORNER,
 PU2051'27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28.9 FEET WEST
 PU2051'OF REFERENCE MARK 1, 28.9 EAST OF REFERENCE MARK 2, 2.8 FEET
 PU2051'SOUTH OF A FENCE, 5.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 PU2051'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU2051'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2052 ***********************************************************************
 PU2052  DESIGNATION -  BIG BOTTOM RM 1
 PU2052  PID         -  PU2052
 PU2052  STATE/COUNTY-  SD/MEADE
 PU2052  COUNTRY     -  US
 PU2052  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2052
 PU2052                         *CURRENT SURVEY CONTROL
 PU2052  ______________________________________________________________________
 PU2052* NAD 83(1986) POSITION- 44 35 23.30   (N) 103 33 14.04   (W)   HD_HELD1
 PU2052* NAVD 88 ORTHO HEIGHT -   961.831 (meters)     3155.61  (feet) ADJUSTED
 PU2052  ______________________________________________________________________
 PU2052  GEOID HEIGHT    -        -15.798 (meters)                     GEOID18
 PU2052  DYNAMIC HEIGHT  -        961.557 (meters)     3154.71  (feet) COMP
 PU2052  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 PU2052
 PU2052  VERT ORDER      -  SECOND    CLASS 0
 PU2052
 PU2052.The horizontal coordinates were determined by differentially corrected
 PU2052.hand held GPS observations or other comparable positioning techniques
 PU2052.and have an estimated accuracy of +/- 3 meters.
 PU2052
 PU2052.The orthometric height was determined by differential leveling and
 PU2052.adjusted by the NATIONAL GEODETIC SURVEY
 PU2052.in June 1991.
 PU2052
 PU2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2052.GEOID18 height accuracy estimate available here.
 PU2052
 PU2052.Click photographs - Photos may exist for this station.
 PU2052
 PU2052.The dynamic height is computed by dividing the NAVD 88
 PU2052.geopotential number by the normal gravity value computed on the
 PU2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2052.degrees latitude (g = 980.6199 gals.).
 PU2052
 PU2052.The modeled gravity was interpolated from observed gravity values.
 PU2052
 PU2052;                    North         East    Units  Estimated Accuracy
 PU2052;SPC SD N     -    90,254.0     317,892.8     MT  (+/- 3 meters HH1 GPS) 
 PU2052
 PU2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1478538401(NAD 83)
 PU2052
 PU2052                          SUPERSEDED SURVEY CONTROL
 PU2052
 PU2052  NGVD 29 (??/??/92)  961.335  (m)         3153.98   (f) ADJ UNCH    2 0
 PU2052
 PU2052.Superseded values are not recommended for survey control.
 PU2052
 PU2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2052.See file dsdata.pdf to determine how the superseded data were derived.
 PU2052
 PU2052_MARKER: DR = REFERENCE MARK DISK
 PU2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2052_STAMPING: BIG BOTTOM NO 1 1950
 PU2052_MARK LOGO: CGS
 PU2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2052+STABILITY: SURFACE MOTION
 PU2052
 PU2052  HISTORY     - Date     Condition        Report By
 PU2052  HISTORY     - 1950     MONUMENTED       CGS
 PU2052  HISTORY     - 1962     GOOD             CGS
 PU2052
 PU2052                          STATION DESCRIPTION
 PU2052
 PU2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2052'8.2 MI S FROM NISLAND.
 PU2052'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2052'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 4.1
 PU2052'MILES SOUTH, THENCE 1.0 MILE WEST, THENCE 1.0 MILE SOUTH, THENCE
 PU2052'0.7 MILE EAST, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU2052'28.9 FEET EAST OF THE STATION, 1.8 FEET SOUTH OF A FENCE, ABOUT
 PU2052'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU2052'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2050 ***********************************************************************
 PU2050  DESIGNATION -  BIG BOTTOM RM 2
 PU2050  PID         -  PU2050
 PU2050  STATE/COUNTY-  SD/MEADE
 PU2050  COUNTRY     -  US
 PU2050  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2050
 PU2050                         *CURRENT SURVEY CONTROL
 PU2050  ______________________________________________________________________
 PU2050* NAD 83(1986) POSITION- 44 35 23.28   (N) 103 33 14.84   (W)   HD_HELD1
 PU2050* NAVD 88 ORTHO HEIGHT -   961.965 (meters)     3156.05  (feet) ADJUSTED
 PU2050  ______________________________________________________________________
 PU2050  GEOID HEIGHT    -        -15.797 (meters)                     GEOID18
 PU2050  DYNAMIC HEIGHT  -        961.691 (meters)     3155.15  (feet) COMP
 PU2050  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 PU2050
 PU2050  VERT ORDER      -  SECOND    CLASS 0
 PU2050
 PU2050.The horizontal coordinates were determined by differentially corrected
 PU2050.hand held GPS observations or other comparable positioning techniques
 PU2050.and have an estimated accuracy of +/- 3 meters.
 PU2050
 PU2050.The orthometric height was determined by differential leveling and
 PU2050.adjusted by the NATIONAL GEODETIC SURVEY
 PU2050.in June 1991.
 PU2050
 PU2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2050.GEOID18 height accuracy estimate available here.
 PU2050
 PU2050.Click photographs - Photos may exist for this station.
 PU2050
 PU2050.The dynamic height is computed by dividing the NAVD 88
 PU2050.geopotential number by the normal gravity value computed on the
 PU2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2050.degrees latitude (g = 980.6199 gals.).
 PU2050
 PU2050.The modeled gravity was interpolated from observed gravity values.
 PU2050
 PU2050;                    North         East    Units  Estimated Accuracy
 PU2050;SPC SD N     -    90,254.2     317,875.2     MT  (+/- 3 meters HH1 GPS) 
 PU2050
 PU2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1476738400(NAD 83)
 PU2050
 PU2050                          SUPERSEDED SURVEY CONTROL
 PU2050
 PU2050  NGVD 29 (??/??/92)  961.469  (m)         3154.42   (f) ADJ UNCH    2 0
 PU2050
 PU2050.Superseded values are not recommended for survey control.
 PU2050
 PU2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2050.See file dsdata.pdf to determine how the superseded data were derived.
 PU2050
 PU2050_MARKER: DR = REFERENCE MARK DISK
 PU2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2050_STAMPING: BIG BOTTOM NO 2 1950
 PU2050_MARK LOGO: CGS
 PU2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2050+STABILITY: SURFACE MOTION
 PU2050
 PU2050  HISTORY     - Date     Condition        Report By
 PU2050  HISTORY     - 1950     MONUMENTED       CGS
 PU2050  HISTORY     - 1962     GOOD             CGS
 PU2050
 PU2050                          STATION DESCRIPTION
 PU2050
 PU2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2050'8.2 MI S FROM NISLAND.
 PU2050'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2050'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 4.1
 PU2050'MILE SOUTH, THENCE 1.0 MILE WEST, THENCE 1.0 MILE SOUTH,
 PU2050'THENCE 0.7 MILE EAST ALONG ROADS, 28 FEET NORTH OF THE CENTER
 PU2050'LINE OF THE ROAD, 28.9 FEET WEST OF THE STATION, 1.8 FEET SOUTH
 PU2050'OF THE FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU2050'CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0184 ***********************************************************************
 PU0184  DESIGNATION -  BIG RM 1
 PU0184  PID         -  PU0184
 PU0184  STATE/COUNTY-  SD/MEADE
 PU0184  COUNTRY     -  US
 PU0184  USGS QUAD   -  PLAINVIEW (2017)
 PU0184
 PU0184                         *CURRENT SURVEY CONTROL
 PU0184  ______________________________________________________________________
 PU0184* NAD 83(1986) POSITION- 44 32 42.     (N) 102 09 48.     (W)   SCALED
 PU0184* NAVD 88 ORTHO HEIGHT -   754.382 (meters)     2475.00  (feet) ADJUSTED
 PU0184  ______________________________________________________________________
 PU0184  GEOID HEIGHT    -        -19.512 (meters)                     GEOID18
 PU0184  DYNAMIC HEIGHT  -        754.207 (meters)     2474.43  (feet) COMP
 PU0184  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 PU0184
 PU0184  VERT ORDER      -  SECOND    CLASS 0
 PU0184
 PU0184.The horizontal coordinates were scaled from a map and have
 PU0184.an estimated accuracy of +/- 6 seconds.
 PU0184
 PU0184.The orthometric height was determined by differential leveling and
 PU0184.adjusted by the NATIONAL GEODETIC SURVEY
 PU0184.in June 1991.
 PU0184
 PU0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0184.GEOID18 height accuracy estimate available here.
 PU0184
 PU0184.Click photographs - Photos may exist for this station.
 PU0184
 PU0184.The dynamic height is computed by dividing the NAVD 88
 PU0184.geopotential number by the normal gravity value computed on the
 PU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0184.degrees latitude (g = 980.6199 gals.).
 PU0184
 PU0184.The modeled gravity was interpolated from observed gravity values.
 PU0184
 PU0184;                    North         East    Units  Estimated Accuracy
 PU0184;SPC SD N     -    81,380.      428,110.      MT  (+/- 180 meters Scaled)
 PU0184
 PU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253363(NAD 83)
 PU0184
 PU0184                          SUPERSEDED SURVEY CONTROL
 PU0184
 PU0184  NGVD 29 (??/??/92)  753.929  (m)         2473.52   (f) ADJ UNCH    2 0
 PU0184
 PU0184.Superseded values are not recommended for survey control.
 PU0184
 PU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0184.See file dsdata.pdf to determine how the superseded data were derived.
 PU0184
 PU0184_MARKER: DR = REFERENCE MARK DISK
 PU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0184_STAMPING: BIG NO 1 1962
 PU0184_MARK LOGO: CGS
 PU0184_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0184+STABILITY: SURFACE MOTION
 PU0184
 PU0184  HISTORY     - Date     Condition        Report By
 PU0184  HISTORY     - 1962     MONUMENTED       CGS
 PU0184  HISTORY     - 1963     GOOD             CGS
 PU0184
 PU0184                          STATION DESCRIPTION
 PU0184
 PU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0184'4.2 MI S FROM PLAINVIEW.
 PU0184'4.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0184'POST OFFICE AT PLAINVIEW, 0.2 MILES SOUTHWEST OF A CURVE WITH
 PU0184'A TRACK ROAD LEADING SOUTH, ON THE CREST OF A HILL, 50 1/2
 PU0184'FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 42.3
 PU0184'FEET NORTHEAST OF BIG 1962, 5 1/2 FEET SOUTHEAST OF A FENCE,
 PU0184'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU0184'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0186 ***********************************************************************
 PU0186  DESIGNATION -  BIG RM 2
 PU0186  PID         -  PU0186
 PU0186  STATE/COUNTY-  SD/MEADE
 PU0186  COUNTRY     -  US
 PU0186  USGS QUAD   -  PLAINVIEW (2017)
 PU0186
 PU0186                         *CURRENT SURVEY CONTROL
 PU0186  ______________________________________________________________________
 PU0186* NAD 83(1986) POSITION- 44 32 41.     (N) 102 09 49.     (W)   SCALED
 PU0186* NAVD 88 ORTHO HEIGHT -   754.369 (meters)     2474.96  (feet) ADJUSTED
 PU0186  ______________________________________________________________________
 PU0186  GEOID HEIGHT    -        -19.512 (meters)                     GEOID18
 PU0186  DYNAMIC HEIGHT  -        754.194 (meters)     2474.38  (feet) COMP
 PU0186  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 PU0186
 PU0186  VERT ORDER      -  SECOND    CLASS 0
 PU0186
 PU0186.The horizontal coordinates were scaled from a map and have
 PU0186.an estimated accuracy of +/- 6 seconds.
 PU0186
 PU0186.The orthometric height was determined by differential leveling and
 PU0186.adjusted by the NATIONAL GEODETIC SURVEY
 PU0186.in June 1991.
 PU0186
 PU0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0186.GEOID18 height accuracy estimate available here.
 PU0186
 PU0186.Click photographs - Photos may exist for this station.
 PU0186
 PU0186.The dynamic height is computed by dividing the NAVD 88
 PU0186.geopotential number by the normal gravity value computed on the
 PU0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0186.degrees latitude (g = 980.6199 gals.).
 PU0186
 PU0186.The modeled gravity was interpolated from observed gravity values.
 PU0186
 PU0186;                    North         East    Units  Estimated Accuracy
 PU0186;SPC SD N     -    81,350.      428,090.      MT  (+/- 180 meters Scaled)
 PU0186
 PU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253362(NAD 83)
 PU0186
 PU0186                          SUPERSEDED SURVEY CONTROL
 PU0186
 PU0186  NGVD 29 (??/??/92)  753.916  (m)         2473.47   (f) ADJ UNCH    2 0
 PU0186
 PU0186.Superseded values are not recommended for survey control.
 PU0186
 PU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0186.See file dsdata.pdf to determine how the superseded data were derived.
 PU0186
 PU0186_MARKER: DR = REFERENCE MARK DISK
 PU0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0186_STAMPING: BIG NO 2 1962
 PU0186_MARK LOGO: CGS
 PU0186_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0186+STABILITY: SURFACE MOTION
 PU0186
 PU0186  HISTORY     - Date     Condition        Report By
 PU0186  HISTORY     - 1962     MONUMENTED       CGS
 PU0186  HISTORY     - 1963     GOOD             CGS
 PU0186
 PU0186                          STATION DESCRIPTION
 PU0186
 PU0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0186'4.2 MI S FROM PLAINVIEW.
 PU0186'4.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0186'OFFICE AT PLAINVIEW, 0.2 MILES SOUTHWEST OF A CURVE WITH A TRACK
 PU0186'ROAD LEADING SOUTH, ON THE CREST OF A HILL, 5 1/2 FEET NORTHWEST
 PU0186'OF THE CENTER LINE OF THE ROAD, 42.6 FEET SOUTHWEST OF BIG 1962,
 PU0186'4 1/2 FEET SOUTHEAST OF A FENCE, ABOUT 2 1/2 FEET BELOW THE
 PU0186'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0186'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0548 ***********************************************************************
 QQ0548  DESIGNATION -  BIG STONE CITY ST CHARLES CH
 QQ0548  PID         -  QQ0548
 QQ0548  STATE/COUNTY-  SD/GRANT
 QQ0548  COUNTRY     -  US
 QQ0548  USGS QUAD   -  ORTONVILLE (2019)
 QQ0548
 QQ0548                         *CURRENT SURVEY CONTROL
 QQ0548  ______________________________________________________________________
 QQ0548* NAD 83(1996) POSITION- 45 17 48.34159(N) 096 27 57.29503(W)   ADJUSTED
 QQ0548  ______________________________________________________________________
 QQ0548  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 QQ0548  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 QQ0548  HORZ ORDER      -  THIRD
 QQ0548
 QQ0548.The horizontal coordinates were established by classical geodetic methods
 QQ0548.and adjusted by the National Geodetic Survey in January 1998.
 QQ0548
 QQ0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0548.GEOID18 height accuracy estimate available here.
 QQ0548
 QQ0548.Click photographs - Photos may exist for this station.
 QQ0548
 QQ0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0548
 QQ0548. The following values were computed from the NAD 83(1996) position.
 QQ0548
 QQ0548;                    North         East     Units Scale Factor Converg.
 QQ0548;SPC SD N     -   168,670.639   877,106.849   MT  0.99994828   +2 30 04.3
 QQ0548;SPC SD N     -   553,380.25  2,877,641.39   sFT  0.99994828   +2 30 04.3
 QQ0548;UTM  14      - 5,019,041.699   698,690.369   MT  1.00008542   +1 48 06.2
 QQ0548
 QQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9869019041(NAD 83)
 QQ0548
 QQ0548                          SUPERSEDED SURVEY CONTROL
 QQ0548
 QQ0548  NAD 83(1986)-  45 17 48.34108(N)    096 27 57.28466(W) AD(       ) 3
 QQ0548  NAD 27      -  45 17 48.46500(N)    096 27 56.08600(W) AD(       ) 3
 QQ0548
 QQ0548.Superseded values are not recommended for survey control.
 QQ0548
 QQ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0548.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0548
 QQ0548_MARKER: 90 = CHURCH SPIRE
 QQ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0548
 QQ0548  HISTORY     - Date     Condition        Report By
 QQ0548  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0548
 QQ0548                          STATION DESCRIPTION
 QQ0548
 QQ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0548'POINT OBSERVED UPON WAS TIP OF SPIRE ON ST. CHARLES CATHOLIC
 QQ0548'CHURCH, LOCATED IN NW PART OF TOWN OF BIG STONE CITY.  SPIRE
 QQ0548'IS 65 FEET HIGH, IS ON E FACE OF BUILDING WHICH IS FRAME AND
 QQ0548'PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0549 ***********************************************************************
 QQ0549  DESIGNATION -  BIG STONE CITY WATER TANK
 QQ0549  PID         -  QQ0549
 QQ0549  STATE/COUNTY-  SD/GRANT
 QQ0549  COUNTRY     -  US
 QQ0549  USGS QUAD   -  ORTONVILLE (2019)
 QQ0549
 QQ0549                         *CURRENT SURVEY CONTROL
 QQ0549  ______________________________________________________________________
 QQ0549* NAD 83(1996) POSITION- 45 17 27.45308(N) 096 27 46.89250(W)   ADJUSTED
 QQ0549  ______________________________________________________________________
 QQ0549  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 QQ0549  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 QQ0549  HORZ ORDER      -  THIRD
 QQ0549
 QQ0549.The horizontal coordinates were established by classical geodetic methods
 QQ0549.and adjusted by the National Geodetic Survey in January 1998.
 QQ0549
 QQ0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0549.GEOID18 height accuracy estimate available here.
 QQ0549
 QQ0549.Click photographs - Photos may exist for this station.
 QQ0549
 QQ0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0549
 QQ0549. The following values were computed from the NAD 83(1996) position.
 QQ0549
 QQ0549;                    North         East     Units Scale Factor Converg.
 QQ0549;SPC SD N     -   168,036.323   877,361.441   MT  0.99994785   +2 30 11.7
 QQ0549;SPC SD N     -   551,299.17  2,878,476.66   sFT  0.99994785   +2 30 11.7
 QQ0549;UTM  14      - 5,018,404.233   698,937.231   MT  1.00008663   +1 48 12.9
 QQ0549
 QQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9893718404(NAD 83)
 QQ0549
 QQ0549                          SUPERSEDED SURVEY CONTROL
 QQ0549
 QQ0549  NAD 83(1986)-  45 17 27.45354(N)    096 27 46.88170(W) AD(       ) 3
 QQ0549  NAD 27      -  45 17 27.58078(N)    096 27 45.68413(W) AD(       ) 3
 QQ0549
 QQ0549.Superseded values are not recommended for survey control.
 QQ0549
 QQ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0549.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0549
 QQ0549_MARKER: 53 = ELEVATED TANK
 QQ0549
 QQ0549  HISTORY     - Date     Condition        Report By
 QQ0549  HISTORY     - 1966     FIRST OBSERVED   CGS
 QQ0549
 QQ0549                          STATION DESCRIPTION
 QQ0549
 QQ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 QQ0549'THE BALL AT THE TOP CENTER OF THE BIG STONE CITY WATER TANK, LOCATED
 QQ0549'ON THE WEST SIDE OF THE BIG STONE LAKE IN THE SMALL VILLAGE OF BIG
 QQ0549'STONE CITY.  THE TANK IS OVAL SHAPED, PAINTED SILVER, SUPPORTED BY
 QQ0549'A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0857 ***********************************************************************
 OR0857  DESIGNATION -  BIJOU
 OR0857  PID         -  OR0857
 OR0857  STATE/COUNTY-  SD/BRULE
 OR0857  COUNTRY     -  US
 OR0857  USGS QUAD   -  BOND BOTTOM (2017)
 OR0857
 OR0857                         *CURRENT SURVEY CONTROL
 OR0857  ______________________________________________________________________
 OR0857* NAD 83(1996) POSITION- 43 30 54.04750(N) 099 15 27.53471(W)   ADJUSTED
 OR0857* NAVD 88 ORTHO HEIGHT -   621.    (meters)     2037.    (feet) SCALED
 OR0857  ______________________________________________________________________
 OR0857  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 OR0857  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 OR0857  HORZ ORDER      -  SECOND
 OR0857
 OR0857.The horizontal coordinates were established by classical geodetic methods
 OR0857.and adjusted by the National Geodetic Survey in January 1998.
 OR0857
 OR0857.The orthometric height was scaled from a topographic map.
 OR0857
 OR0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0857.GEOID18 height accuracy estimate available here.
 OR0857
 OR0857.Click photographs - Photos may exist for this station.
 OR0857
 OR0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0857
 OR0857. The following values were computed from the NAD 83(1996) position.
 OR0857
 OR0857;                    North         East     Units Scale Factor Converg.
 OR0857;SPC SD S     -   131,837.113   686,965.864   MT  0.99990849   +0 44 31.4
 OR0857;SPC SD S     -   432,535.59  2,253,820.51   sFT  0.99990849   +0 44 31.4
 OR0857;UTM  14      - 4,818,040.958   479,175.736   MT  0.99960533   -0 10 38.7
 OR0857
 OR0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0857!SPC SD S     -   0.99990668  x   0.99990849  =   0.99981518
 OR0857!UTM  14      -   0.99990668  x   0.99960533  =   0.99951205
 OR0857
 OR0857:                Primary Azimuth Mark                     Grid Az
 OR0857:SPC SD S     -  ROSEBUD                                  277 13 11.1
 OR0857:UTM  14      -  ROSEBUD                                  278 08 21.2
 OR0857
 OR0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7917518040(NAD 83)
 OR0857
 OR0857|---------------------------------------------------------------------|
 OR0857| PID    Reference Object                     Distance      Geod. Az  |
 OR0857|                                                           dddmmss.s |
 OR0857| OR0859 ROSEBUD                             APPROX.12.5 KM 2775742.5 |
 OR0857|---------------------------------------------------------------------|
 OR0857
 OR0857                          SUPERSEDED SURVEY CONTROL
 OR0857
 OR0857  NAD 83(1995)-  43 30 54.04675(N)    099 15 27.53814(W) AD(       ) 2
 OR0857  NAD 83(1986)-  43 30 54.04867(N)    099 15 27.54175(W) AD(       ) 2
 OR0857  NAD 27      -  43 30 54.04700(N)    099 15 26.19600(W) AD(       ) 2
 OR0857  MORC        -  43 30 51.66000(N)    099 15 26.56000(W) AD(       ) 3
 OR0857
 OR0857.Superseded values are not recommended for survey control.
 OR0857
 OR0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0857.See file dsdata.pdf to determine how the superseded data were derived.
 OR0857
 OR0857_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 OR0857_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0857_MARK LOGO: MORC
 OR0857_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0857
 OR0857  HISTORY     - Date     Condition        Report By
 OR0857  HISTORY     - 1889     MONUMENTED       MORC
 OR0857  HISTORY     - 1934     POOR             CGS
 OR0857  HISTORY     - 1945     POOR             CGS
 OR0857  HISTORY     - 1948     POOR             CGS
 OR0857
 OR0857                          STATION DESCRIPTION
 OR0857
 OR0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0857'THE ORIGINAL DESCRIPTION NOT AVAILABLE.
 OR0857'
 OR0857'THE STATION IS IN THE LOCALITY OF BIJOU HILLS.
 OR0857'
 OR0857'MARK WAS FOUND TO BE IN VARY BAD SHAPE, AS IT WAS LEANING,
 OR0857'AND SUSCEPTIBLE TO EROSION, THE EXACT LOCATION OF MARK IS NOT
 OR0857'KNOWN.  MARK WAS VERY LOOSELY SET IN GROUND, DEPTH ABOUT 4
 OR0857'INCHES.  IT IS BELIEVED THAT MARK HAD BEEN MOVED.
 OR0857'
 OR0857'TIE MADE TO STATION HILLS.
 OR0857
 OR0857                          STATION RECOVERY (1945)
 OR0857
 OR0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0857'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE SMALL VILLAGE
 OR0857'OF BIJOU HILLS AND ON THE SUMMIT OF A HIGH PROMINENT HILL
 OR0857'THAT OVERLOOKS THE MISSOURI RIVER TO THE WEST.  THE STATION
 OR0857'IS A 5-INCH PIPE WITH A CAST IRON CAP THAT HAS A SMALL RAISED
 OR0857'TRIANGLE WITH A SMALL HOLE IN THE CENTER.  THE PIPE PROJECTS
 OR0857'3 INCHES.
 OR0857'
 OR0857'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 OR0857'HILLS TO BIJOU (MO.R.C.).  IT IS 4.825 METERS (15.83 FEET)
 OR0857'SOUTHWEST OF TRIANGULATION STATION HILLS 1934.
 OR0857'
 OR0857'TO REACH THE STATION FROM THE BIJOU HILLS POST OFFICE, GO WEST
 OR0857'0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 50, HERE TURN LEFT
 OR0857'ON STATE HIGHWAY 50 AND GO 0.25 MILE TO A GRADED DIRT CROSSROAD,
 OR0857'TURN RIGHT AND GO WEST FOR 3.0 MILES TO A T ROAD LEFT, TURN
 OR0857'LEFT AND GO SOUTH 1.0 MILES TO A SHARP RIGHT TURN, THENCE
 OR0857'CONTINUE WEST FOR 1.5 MILES TO A WIRE GATE STRAIGHT AHEAD.
 OR0857'PASS THROUGH GATE AND CONTINUE ON THE NORTH SIDE OF FENCE
 OR0857'LINE FOR 0.5 MILE TO A FENCE LINE, THENCE RIGHT ON THE WEST
 OR0857'EDGE OF A CULTIVATED FIELD FOR 0.65 MILE TO A WIRE GATE, PASS
 OR0857'THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.4 MILE TO THE END
 OR0857'OF TRUCK TRAVEL.  HERE BACK PACK IN A WESTERLY DIRECTION
 OR0857'FOR 0.5 MILE TO SUMMIT OF HILL AND STATION.
 OR0857
 OR0857                          STATION RECOVERY (1948)
 OR0857
 OR0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0857'LOCATED ABOUT 5 MILES WEST OF THE VILLAGE OF BIJOU HILLS,
 OR0857'ON A PROMINENT HILL THAT OVERLOOKS THE MISSOURI RIVER TO THE
 OR0857'WEST.  THE SURFACE-STATION MARK IS A 3 INCH PIPE THAT PROJECTS
 OR0857'ABOUT 6 INCHES WITH AN IRON CAP BOLTED TO THE TOP AND MARK WITH
 OR0857'A TRIANGLE, IN RELIEF, WITH A HOLE IN THE CENTER.  THIS CAP
 OR0857'WAS FOUND LOOSE AND LEANING SO THE UNDERGROUND-STATION MARK
 OR0857'WAS RECOVERED AND THE PIPE RESET.  A TRAVERSE CONNECTION WAS
 OR0857'MADE TO U.S. C. AND G.S. TRIANGULATION STATION HILLS 1934
 OR0857'WITH THE FOLLOWING RESULTS--4.849 METERS (15.91 FEET)
 OR0857'
 OR0857'THE STATION MAY BE REACHED FROM THE BIJOU HILLS POST OFFICE BY
 OR0857'GOING WEST TO THE JUNCTION OF STATE HIGHWAY 50.  THENCE LEFT
 OR0857'OR SOUTH ON HIGHWAY FOR 0.25 MILE TO A CROSSROADS.  HERE
 OR0857'TURN RIGHT ON GRADED DIRT ROAD AND GO WEST FOR 3.0 MILES TO A
 OR0857'ROAD TO THE LEFT.  THENCE SOUTH FOR 1.0 MILE.  THENCE RIGHT
 OR0857'OR WEST FOR 1.5 MILES TO A GATE ACROSS THE ROAD.  GO THRU
 OR0857'GATE AND CONTINUE WEST 0.2 MILE TO A FENCE CORNER.  THENCE
 OR0857'RIGHT OR NORTH ALONG THE EAST SIDE OF THE FENCE TO HILLS
 OR0857'1934 AZIMUTH MARK ON THE LEFT IN THE FENCE LINE.  CONTINUE
 OR0857'NORTH FOR 0.3 MILE TO A WIRE GATE.  PASS THRU GATE AND
 OR0857'FOLLOW TRACK ROAD, IN A NORTHERLY DIRECTION AND ALONG THE
 OR0857'TOP OF THE RIDGE, FOR ABOUT 0.4 MILE TO THE END OF TRUCK
 OR0857'TRAVEL.  FROM HERE PACK IN A WESTERLY DIRECTION FOR ABOUT
 OR0857'1/2 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0978 ***********************************************************************
 PR0978  DESIGNATION -  BILL
 PR0978  PID         -  PR0978
 PR0978  STATE/COUNTY-  SD/BROOKINGS
 PR0978  COUNTRY     -  US
 PR0978  USGS QUAD   -  BRUCE (2017)
 PR0978
 PR0978                         *CURRENT SURVEY CONTROL
 PR0978  ______________________________________________________________________
 PR0978* NAD 83(1996) POSITION- 44 27 53.86665(N) 096 57 19.96752(W)   ADJUSTED
 PR0978* NAVD 88 ORTHO HEIGHT -   536.2   (meters)     1759.    (feet) VERTCON3
 PR0978  ______________________________________________________________________
 PR0978  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 PR0978  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 PR0978  HORZ ORDER      -  SECOND
 PR0978
 PR0978.The horizontal coordinates were established by classical geodetic methods
 PR0978.and adjusted by the National Geodetic Survey in January 1998.
 PR0978
 PR0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0978
 PR0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0978.GEOID18 height accuracy estimate available here.
 PR0978
 PR0978.Click photographs - Photos may exist for this station.
 PR0978
 PR0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0978
 PR0978. The following values were computed from the NAD 83(1996) position.
 PR0978
 PR0978;                    North         East     Units Scale Factor Converg.
 PR0978;SPC SD N     -    74,743.152   842,209.751   MT  0.99999110   +2 09 16.8
 PR0978;SPC SD N     -   245,219.82  2,763,149.82   sFT  0.99999110   +2 09 16.8
 PR0978;UTM  14      - 4,925,550.203   662,627.454   MT  0.99992526   +1 25 56.6
 PR0978
 PR0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0978!SPC SD N     -   0.99991985  x   0.99999110  =   0.99991095
 PR0978!UTM  14      -   0.99991985  x   0.99992526  =   0.99984512
 PR0978
 PR0978:                Primary Azimuth Mark                     Grid Az
 PR0978:SPC SD N     -  LARRY                                    353 38 50.8
 PR0978:UTM  14      -  LARRY                                    354 22 11.0
 PR0978
 PR0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6262725550(NAD 83)
 PR0978
 PR0978|---------------------------------------------------------------------|
 PR0978| PID    Reference Object                     Distance      Geod. Az  |
 PR0978|                                                           dddmmss.s |
 PR0978| PR0977 OAKWOOD LAKE RESET                    2.656 METERS 12250     |
 PR0978| CO7834 BILL RM 2                            27.508 METERS 17947     |
 PR0978| PR0845 LAKE AZ MK                          APPROX. 9.8 KM 3015524.1 |
 PR0978| CO7833 BILL RM 1                                          32536     |
 PR0978| PR1009 LARRY                               APPROX.11.1 KM 3554807.6 |
 PR0978|---------------------------------------------------------------------|
 PR0978
 PR0978                          SUPERSEDED SURVEY CONTROL
 PR0978
 PR0978  NAD 83(1986)-  44 27 53.86380(N)    096 57 19.94471(W) AD(       ) 2
 PR0978  NAD 27      -  44 27 53.98091(N)    096 57 18.72266(W) AD(       ) 2
 PR0978  NGVD 29 (07/19/86)  535.9    (m)         1758.     (f) VERT ANG       
 PR0978
 PR0978.Superseded values are not recommended for survey control.
 PR0978
 PR0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0978.See file dsdata.pdf to determine how the superseded data were derived.
 PR0978
 PR0978_MARKER: DD = SURVEY DISK
 PR0978_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0978+WITH SETTING: INFORMATION.
 PR0978_STAMPING: ET BILL 1968
 PR0978_MARK LOGO: USGS
 PR0978_PROJECTION: RECESSED 36 CENTIMETERS
 PR0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0978
 PR0978  HISTORY     - Date     Condition        Report By
 PR0978  HISTORY     - 1968     MONUMENTED       USGS
 PR0978  HISTORY     - 1971     GOOD             NGS
 PR0978
 PR0978                          STATION DESCRIPTION
 PR0978
 PR0978'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0978'STATION IS LOCATED ABOUT 2.0 MI N. AND 3.0 MI W. OF THE
 PR0978'VILLAGE OF BRUCE, IN SW 1/4 OF NE 1/4 OF SEC. 33, T. 112 N.,
 PR0978'R. 51 W.
 PR0978'
 PR0978'TO REACH FROM THE JCT. OF THE MAIN STREET AND COUNTY RD. NO. 7
 PR0978'AT E. EDGE OF BRUCE, GO N. ALONG COUNTY RD. NO. 7 FOR 2.35
 PR0978'MI TO T-RD. W., TURN LEFT (W.) AND GO 3.5 MI W. TO FENCE AND
 PR0978'TRACK RD. S., TURN LEFT (S.) AND GO 0.35 MI TO POINT OPPOSITE
 PR0978'ROCKY GRASS COVERED KNOLL, TURN LEFT (E.) 0.1 MI TO STATION
 PR0978'ON HIGHEST POINT OF RIDGE.
 PR0978'
 PR0978'THE STATION IS A STANDARD TABLET LOCATED ON THE HIGHEST POINT
 PR0978'OF THE SOUTHERNMOST RISE OF LONG N.-S. RIDGE, IN CULTIVATED
 PR0978'FIELD, BURIED 14 IN. UNDERGROUND AND STAMPED ET BILL 1968.
 PR0978'
 PR0978'REFERENCE MARK NO. 1 IS LOCATED NW. OF STATION AT HIGHEST
 PR0978'POINT OF ROCKY KNOB IN PASTURELAND, OPPOSITE E. EDGE OF ROCK
 PR0978'PILE AND IS STAMPED BILL NO. 1 1968.
 PR0978'
 PR0978'REFERENCE MARK NO. 2 IS LOCATED S. OF STATION AT E. EDGE OF
 PR0978'ROCKPILE, 3 FT E. OF USGS WITNESS MARKER AND IS STAMPED BILL
 PR0978'NO. 2 1968.
 PR0978'
 PR0978'DIRECTION WAS OBSERVED TO VOLGA MWT.
 PR0978
 PR0978                          STATION RECOVERY (1971)
 PR0978
 PR0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PR0978'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 PR0978'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1968.
 PR0978'
 PR0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 PR0978'MILES NW OF BRUCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2245 ***********************************************************************
 PU2245  DESIGNATION -  BIND
 PU2245  PID         -  PU2245
 PU2245  STATE/COUNTY-  SD/MEADE
 PU2245  COUNTRY     -  US
 PU2245  USGS QUAD   -  FAIRPOINT SE (2017)
 PU2245
 PU2245                         *CURRENT SURVEY CONTROL
 PU2245  ______________________________________________________________________
 PU2245* NAD 83(1996) POSITION- 44 34 11.97710(N) 102 50 24.32223(W)   ADJUSTED
 PU2245* NAVD 88 ORTHO HEIGHT -   870.    (meters)     2854.    (feet) SCALED
 PU2245  ______________________________________________________________________
 PU2245  GEOID HEIGHT    -        -17.764 (meters)                     GEOID18
 PU2245  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 PU2245  HORZ ORDER      -  SECOND
 PU2245
 PU2245.The horizontal coordinates were established by classical geodetic methods
 PU2245.and adjusted by the National Geodetic Survey in January 1998.
 PU2245
 PU2245.The orthometric height was scaled from a topographic map.
 PU2245
 PU2245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2245.GEOID18 height accuracy estimate available here.
 PU2245
 PU2245.Click photographs - Photos may exist for this station.
 PU2245
 PU2245.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2245
 PU2245. The following values were computed from the NAD 83(1996) position.
 PU2245
 PU2245;                    North         East     Units Scale Factor Converg.
 PU2245;SPC SD N     -    85,816.105   374,451.424   MT  0.99997416   -2 00 36.1
 PU2245;SPC SD N     -   281,548.34  1,228,512.71   sFT  0.99997416   -2 00 36.1
 PU2245;UTM  13      - 4,937,453.086   671,503.139   MT  0.99996172   +1 30 58.1
 PU2245
 PU2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2245!SPC SD N     -   0.99986632  x   0.99997416  =   0.99984048
 PU2245!UTM  13      -   0.99986632  x   0.99996172  =   0.99982804
 PU2245
 PU2245:                Primary Azimuth Mark                     Grid Az
 PU2245:SPC SD N     -  BIND AZ MK                               133 03 56.3
 PU2245:UTM  13      -  BIND AZ MK                               129 32 22.1
 PU2245
 PU2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7150337453(NAD 83)
 PU2245
 PU2245|---------------------------------------------------------------------|
 PU2245| PID    Reference Object                     Distance      Geod. Az  |
 PU2245|                                                           dddmmss.s |
 PU2245| CP9657 BIND AZ MK                                         1310320.2 |
 PU2245| CP9658 BIND RM 1                            17.741 METERS 13526     |
 PU2245| CP9659 BIND RM 2                            18.471 METERS 22734     |
 PU2245|---------------------------------------------------------------------|
 PU2245
 PU2245                          SUPERSEDED SURVEY CONTROL
 PU2245
 PU2245  NAD 83(1993)-  44 34 11.96950(N)    102 50 24.32259(W) AD(       ) 2
 PU2245  NAD 83(1986)-  44 34 11.96896(N)    102 50 24.32212(W) AD(       ) 2
 PU2245  NAD 27      -  44 34 12.01790(N)    102 50 22.69220(W) AD(       ) 2
 PU2245
 PU2245.Superseded values are not recommended for survey control.
 PU2245
 PU2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2245.See file dsdata.pdf to determine how the superseded data were derived.
 PU2245
 PU2245_MARKER: DS = TRIANGULATION STATION DISK
 PU2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2245_STAMPING: BIND 1962
 PU2245_MARK LOGO: CGS
 PU2245_PROJECTION: FLUSH
 PU2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2245+STABILITY: SURFACE MOTION
 PU2245
 PU2245  HISTORY     - Date     Condition        Report By
 PU2245  HISTORY     - 1962     MONUMENTED       CGS
 PU2245
 PU2245                          STATION DESCRIPTION
 PU2245
 PU2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2245'THE STATION IS 14-1/2 MILES SOUTH-SOUTHWEST OF FAIRPOINT,
 PU2245'9 MILES WEST OF UNION CENTER, 4 MILES NORTH OF STATE HIGHWAY
 PU2245'34, IN THE NW 1/4 OF SEC. 18, T 7 N, R 11 E, ON THE SUMMIT
 PU2245'OF AND AT THE WEST END OF A LONG EAST-WEST RIDGE WHICH BEGINS
 PU2245'A DESCENT FROM THE STATION SITE WESTERLY INTO THE ELM CREEK
 PU2245'VALLEY.
 PU2245'
 PU2245'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 PU2245'AT UNION CENTER, DRIVE WEST ON STATE HIGHWAY 34 FOR 3.8 MILES
 PU2245'TO A CROSSROAD.  CONTINUE SOUTHWEST ON STATE HIGHWAY 34 FOR
 PU2245'0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE
 PU2245'NORTHWEST AND WEST ON THE GRAVELED ROAD FOR 2.85 MILES TO A
 PU2245'SIDE ROAD ON THE RIGHT.  KEEP STRAIGHT AHEAD, WEST, ON THE
 PU2245'GRAVELED ROAD FOR 1.0 MILE TO A POINT WHERE THE GRAVELED ROAD
 PU2245'TURNS SOUTH AND A CATTLE GUARD AND NARROW GRAVELED ROAD
 PU2245'ON THE RIGHT.  TURN RIGHT, CROSS THE CATTLE GUARD AND DRIVE
 PU2245'WEST ON THE NARROW GRAVELED ROAD FOR 0.25 MILE TO A
 PU2245'PROMINENT SUMMIT ON A RIDGE AND THE AZIMUHT MARK ON THE
 PU2245'RIGHT, NORTH, SIDE OF THE ROAD.  CONTINUE WEST ON THE ROAD
 PU2245'ALONG THE CREST OF THE RIDGE FOR 0.9 MILE TO A SHARP TURN TO
 PU2245'THE SOUTH IN THE ROAD AND THE STATION ON THE RIGHT.
 PU2245'
 PU2245'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU2245'STAMPED BIND 1962.  THE SURFACE-STATION DISK IS SET IN THE
 PU2245'TOP OF A CYLINDERICAL CONCRETE MONUMENT, 10 INCHES IN
 PU2245'DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 53.0
 PU2245'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 6 FEET EAST OF
 PU2245'THE CENTER OF A SMALL BLADED DITCH.
 PU2245'
 PU2245'REFERENCE MARK 1, A STANDARD DISK STAMPED BIND NO 1 1962,
 PU2245'IS SET IN THE TOP OF A CYLINDERICAL CONCRETE MONUMENT, 10
 PU2245'INCHES IN DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.
 PU2245'IT IS 14.0 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 PU2245'AND ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 PU2245'
 PU2245'REFERENCE MARK 2, A STANDARD DISK STAMPED BIND NO 2 1962,
 PU2245'IS SET IN THE TOP OF A CYLINDERICAL CONCRETE MONUMENT, 10
 PU2245'INCHES IN DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.
 PU2245'IT IS 25.0 FEET WEST OF THE CENTER OF THE ROAD AND ABOUT 2
 PU2245'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 PU2245'
 PU2245'THE AZIMUTH MARK, A STANDARD DISK STAMPED BIND 1962, IS SET
 PU2245'IN THE TOP OF A CYLINDERICAL CONCRETE MONUMENT, 10 INCHES
 PU2245'IN DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 82.0
 PU2245'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 18.0 FEET SOUTH
 PU2245'OF THE NORTH EDGE OF A BLADED SLIGHTLY BARREN AREA AND ABOUT
 PU2245'3 FEET LOWER IN ELEVATION THAN THE SURFACE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0643 ***********************************************************************
 PS0643  DESIGNATION -  BING
 PS0643  PID         -  PS0643
 PS0643  STATE/COUNTY-  SD/SPINK
 PS0643  COUNTRY     -  US
 PS0643  USGS QUAD   -  TULARE NW (2017)
 PS0643
 PS0643                         *CURRENT SURVEY CONTROL
 PS0643  ______________________________________________________________________
 PS0643* NAD 83(1996) POSITION- 44 42 09.35896(N) 098 39 46.25304(W)   ADJUSTED
 PS0643* NAVD 88 ORTHO HEIGHT -   429.    (meters)     1407.    (feet) SCALED
 PS0643  ______________________________________________________________________
 PS0643  GEOID HEIGHT    -        -24.502 (meters)                     GEOID18
 PS0643  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 PS0643  HORZ ORDER      -  FIRST
 PS0643
 PS0643.The horizontal coordinates were established by classical geodetic methods
 PS0643.and adjusted by the National Geodetic Survey in January 1998.
 PS0643
 PS0643.The orthometric height was scaled from a topographic map.
 PS0643
 PS0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0643.GEOID18 height accuracy estimate available here.
 PS0643
 PS0643.Click photographs - Photos may exist for this station.
 PS0643
 PS0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0643
 PS0643. The following values were computed from the NAD 83(1996) position.
 PS0643
 PS0643;                    North         East     Units Scale Factor Converg.
 PS0643;SPC SD N     -    97,469.798   705,964.855   MT  0.99995752   +0 56 46.9
 PS0643;SPC SD N     -   319,782.16  2,316,153.03   sFT  0.99995752   +0 56 46.9
 PS0643;UTM  14      - 4,949,969.141   526,709.836   MT  0.99960877   +0 14 13.8
 PS0643
 PS0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0643!SPC SD N     -   0.99993653  x   0.99995752  =   0.99989406
 PS0643!UTM  14      -   0.99993653  x   0.99960877  =   0.99954533
 PS0643
 PS0643:                Primary Azimuth Mark                     Grid Az
 PS0643:SPC SD N     -  BING AZ MK                               043 09 00.8
 PS0643:UTM  14      -  BING AZ MK                               043 51 33.9
 PS0643
 PS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2670949969(NAD 83)
 PS0643
 PS0643|---------------------------------------------------------------------|
 PS0643| PID    Reference Object                     Distance      Geod. Az  |
 PS0643|                                                           dddmmss.s |
 PS0643| CO4384 BING AZ MK                                         0440547.7 |
 PS0643| CO4385 BING RM 1                            33.990 METERS 06016     |
 PS0643| PS0641 TULARE MUNICIPAL TANK               APPROX.13.0 KM 0723452.0 |
 PS0643| CO4386 BING RM 2                            70.903 METERS 09804     |
 PS0643| PS0598 BONILLA PRESB CHURCH SPIRE          APPROX.18.7 KM 1355410.5 |
 PS0643| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX.30.2 KM 2264323.8 |
 PS0643| PS0644 BURDETTE GERMAN LUTH CH SPIRE       APPROX. 2.2 KM 2381151.2 |
 PS0643| PS0645 BURDETTE METH EPIS CH SPIRE         APPROX. 6.7 KM 2603100.9 |
 PS0643| PS0646 ST MICHAELS CATH CHURCH SPIRE       APPROX.12.1 KM 2881800.3 |
 PS0643|---------------------------------------------------------------------|
 PS0643
 PS0643                          SUPERSEDED SURVEY CONTROL
 PS0643
 PS0643  NAD 83(1986)-  44 42 09.35620(N)    098 39 46.25478(W) AD(       ) 1
 PS0643  NAD 27      -  44 42 09.43500(N)    098 39 44.90700(W) AD(       ) 1
 PS0643
 PS0643.Superseded values are not recommended for survey control.
 PS0643
 PS0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0643.See file dsdata.pdf to determine how the superseded data were derived.
 PS0643
 PS0643_MARKER: DS = TRIANGULATION STATION DISK
 PS0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0643_STAMPING: BING 1934
 PS0643_MARK LOGO: CGS
 PS0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0643+STABILITY: SURFACE MOTION
 PS0643
 PS0643  HISTORY     - Date     Condition        Report By
 PS0643  HISTORY     - 1934     MONUMENTED       CGS
 PS0643
 PS0643                          STATION DESCRIPTION
 PS0643
 PS0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0643'THIS STATION IS LOCATED ABOUT 1.6 MILES SSW OF REDFIELD, IN
 PS0643'THE NW 1/4 OF SEC. 9, T 114 N, R 65 W, 0.25 MILE S OF THE
 PS0643'N LINE AND 0.15 MILE E OF THE W LINE, BUFFALO TOWNSHIP, ON
 PS0643'PROPERTY OWNED BY GEORGE BINGER.  MARK IS LOCATED ON TOP OF
 PS0643'HIGHEST POINT OF BARE HILL, 34 FEET N OF LARGE ROCK, 37 FEET
 PS0643'E OF W SLOPE, 35 FEET S OF N SLOPE.
 PS0643'
 PS0643'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0643'BRONZE DISKS SET IN CONCRETE.
 PS0643'
 PS0643'REFERENCE MARK NO. 1 IS NE OF STATION, ON THE NE PART OF HILL,
 PS0643'3 FEET SW OF LARGE ROCK.
 PS0643'
 PS0643'REFERENCE MARK NO. 2 IS SE OF STATION, ON A NE PROJECTION OF
 PS0643'HILL AT S END.
 PS0643'
 PS0643'AZIMUTH MARK IS NE OF STATION, 36 FEET S OF E-W ROAD, 21 FEET
 PS0643'E OF GATE ENTRANCE, 3 FEET S OF E-W FENCE LINE.  REACHED FROM
 PS0643'STATION BY GOING NE 0.35 MILE TO MARK.
 PS0643'
 PS0643'STATION IS REACHED FROM POINT WHERE RAILROAD TRACKS CROSS
 PS0643'U.S. HIGHWAY 281 AT SW EDGE OF REDFIELD BY GOING S ON U.S.
 PS0643'HIGHWAY 281 FOR 3.85 MILES TO JUNCTION OF STATE HIGHWAY 26
 PS0643'AND U.S. HIGHWAY 281, TURN RIGHT (W AND S) ON STATE HIGHWAY
 PS0643'26 AND GO 7.0 MILES TO WHERE HIGHWAY MAKES A RIGHT TURN TO
 PS0643'THE W, CONTINUE STRAIGHT AHEAD ON NARROW GRAVEL ROAD.  GO S
 PS0643'7.0 MILES TO CROSSROADS.  TURN RIGHT AND GO 0.5 MILE TO BRIDGE.
 PS0643'CROSS BRIDGE AND CONTINUE 0.15 MILE, TURN LEFT AND GO THROUGH
 PS0643'GATE.  GO SW ACROSS FIELD 0.35 MILE TO HIGH PROMINENT KNOB
 PS0643'AND STATION.
 PS0643'
 PS0643'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0673 ***********************************************************************
 PS0673  DESIGNATION -  BIRD
 PS0673  PID         -  PS0673
 PS0673  STATE/COUNTY-  SD/HYDE
 PS0673  COUNTRY     -  US
 PS0673  USGS QUAD   -  HIGHMORE NE (2017)
 PS0673
 PS0673                         *CURRENT SURVEY CONTROL
 PS0673  ______________________________________________________________________
 PS0673* NAD 83(1996) POSITION- 44 44 10.52917(N) 099 21 11.93658(W)   ADJUSTED
 PS0673* NAVD 88 ORTHO HEIGHT -   517.    (meters)     1696.    (feet) SCALED
 PS0673  ______________________________________________________________________
 PS0673  GEOID HEIGHT    -        -23.476 (meters)                     GEOID18
 PS0673  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 PS0673  HORZ ORDER      -  FIRST
 PS0673
 PS0673.The horizontal coordinates were established by classical geodetic methods
 PS0673.and adjusted by the National Geodetic Survey in January 1998.
 PS0673
 PS0673.The orthometric height was scaled from a topographic map.
 PS0673
 PS0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0673.GEOID18 height accuracy estimate available here.
 PS0673
 PS0673.Click photographs - Photos may exist for this station.
 PS0673
 PS0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0673
 PS0673. The following values were computed from the NAD 83(1996) position.
 PS0673
 PS0673;                    North         East     Units Scale Factor Converg.
 PS0673;SPC SD N     -   100,539.409   651,219.493   MT  0.99995414   +0 27 27.7
 PS0673;SPC SD N     -   329,853.04  2,136,542.62   sFT  0.99995414   +0 27 27.7
 PS0673;UTM  14      - 4,953,713.406   472,025.860   MT  0.99960962   -0 14 55.3
 PS0673
 PS0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0673!SPC SD N     -   0.99992257  x   0.99995414  =   0.99987672
 PS0673!UTM  14      -   0.99992257  x   0.99960962  =   0.99953222
 PS0673
 PS0673:                Primary Azimuth Mark                     Grid Az
 PS0673:SPC SD N     -  BIRD AZ MK                               270 01 22.2
 PS0673:UTM  14      -  BIRD AZ MK                               270 43 45.2
 PS0673
 PS0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7202553713(NAD 83)
 PS0673
 PS0673|---------------------------------------------------------------------|
 PS0673| PID    Reference Object                     Distance      Geod. Az  |
 PS0673|                                                           dddmmss.s |
 PS0673| CO4388 BIRD RM 1                            25.082 METERS 08323     |
 PS0673| CO4387 BIRD AZ MK                                         2702849.9 |
 PS0673| CO4389 BIRD RM 2                            26.597 METERS 27623     |
 PS0673|---------------------------------------------------------------------|
 PS0673
 PS0673                          SUPERSEDED SURVEY CONTROL
 PS0673
 PS0673  NAD 83(1986)-  44 44 10.52631(N)    099 21 11.94422(W) AD(       ) 1
 PS0673  NAD 27      -  44 44 10.59400(N)    099 21 10.54200(W) AD(       ) 1
 PS0673
 PS0673.Superseded values are not recommended for survey control.
 PS0673
 PS0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0673.See file dsdata.pdf to determine how the superseded data were derived.
 PS0673
 PS0673_MARKER: DS = TRIANGULATION STATION DISK
 PS0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0673_STAMPING: BIRD 1951
 PS0673_MARK LOGO: CGS
 PS0673_PROJECTION: FLUSH
 PS0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0673+STABILITY: SURFACE MOTION
 PS0673
 PS0673  HISTORY     - Date     Condition        Report By
 PS0673  HISTORY     - 1951     MONUMENTED       CGS
 PS0673  HISTORY     - 1978     GOOD             WPRS
 PS0673
 PS0673                          STATION DESCRIPTION
 PS0673
 PS0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0673'STATION IS LOCATED ABOUT 15 MILES NORTH NORTHWEST OF REE HEIGHTS
 PS0673'AND 14-1/2 MILES NORTH NORTHEAST OF HIGHMORE ON A SMALL
 PS0673'RISE IN NORTH EDGE OF PASTURE.  STATION IS 44 FEET SOUTH OF
 PS0673'GRADED ROAD, 12 FEET SOUTH SOUTHWEST OF WITNESS POST AND
 PS0673'10 FEET SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND
 PS0673'AND THE DISK IS STAMPED BIRD 1951.
 PS0673'
 PS0673'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF APPROXIMATE CENTERLINE
 PS0673'OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT
 PS0673'6 INCHES AND THE DISK IS STAMPED BIRD NO 1 1951.
 PS0673'
 PS0673'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF APPROXIMATE CENTERLINE
 PS0673'OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT
 PS0673'4 INCHES AND THE DISK IS STAMPED BIRD NO 2 1951.
 PS0673'
 PS0673'AZIMUTH MARK IS 33 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 PS0673'OF ROAD, 2 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH OF
 PS0673'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PS0673'BIRD 1951.
 PS0673'
 PS0673'TO REACH FROM THE CROSS STREET JUST WEST OF THE POST OFFICE
 PS0673'IN HIGHMORE GO NORTH ON MAIN STREET FOR 0.5 MILE TO U.S.
 PS0673'HIGHWAY 14.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 14 FOR
 PS0673'3.0 MILES TO CROSS ROADS.  TURN LEFT AND GO NORTH ON GRAVEL
 PS0673'ROAD FOR 1.3 MILES.  TURN RIGHT AND GO WEST FOR 0.5 MILE.
 PS0673'TURN LEFT AND GO NORTH ON MAIN GRAVEL ROAD FOR 13.0 MILES
 PS0673'TO CROSS ROADS.  TURN RIGHT AND GO EAST ON GRADED DIRT ROAD
 PS0673'FOR 0.7 MILE TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF ROAD
 PS0673'AS DESCRIBED.  CONTINUE EAST FOR 0.25 MILE TO STATION ON
 PS0673'RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 PS0673'
 PS0673'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PS0673
 PS0673                          STATION RECOVERY (1978)
 PS0673
 PS0673'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1978 (AB)
 PS0673'BIRD 1951 RECOVERED GOOD.
 PS0673'
 PS0673'REFERENCE MARKERS NO. 1 AND NO. 2 ARE BOTH IN GOOD CONDITION.  THE
 PS0673'AREA AROUND THESE MARKERS IS STILL PASTURE LAND AND THE POINTS
 PS0673'DO NOT APPEAR TO HAVE BEEN DISTURBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0393 ***********************************************************************
 QT0393  DESIGNATION -  BISON
 QT0393  PID         -  QT0393
 QT0393  STATE/COUNTY-  SD/PERKINS
 QT0393  COUNTRY     -  US
 QT0393  USGS QUAD   -  BISON (2017)
 QT0393
 QT0393                         *CURRENT SURVEY CONTROL
 QT0393  ______________________________________________________________________
 QT0393* NAD 83(1996) POSITION- 45 32 36.63165(N) 102 29 05.01956(W)   ADJUSTED
 QT0393* NAVD 88 ORTHO HEIGHT -   861.    (meters)     2825.    (feet) SCALED
 QT0393  ______________________________________________________________________
 QT0393  GEOID HEIGHT    -        -18.118 (meters)                     GEOID18
 QT0393  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 QT0393  HORZ ORDER      -  SECOND
 QT0393
 QT0393.The horizontal coordinates were established by classical geodetic methods
 QT0393.and adjusted by the National Geodetic Survey in January 1998.
 QT0393
 QT0393.The orthometric height was scaled from a topographic map.
 QT0393
 QT0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0393.GEOID18 height accuracy estimate available here.
 QT0393
 QT0393.Click photographs - Photos may exist for this station.
 QT0393
 QT0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0393
 QT0393. The following values were computed from the NAD 83(1996) position.
 QT0393
 QT0393;                    North         East     Units Scale Factor Converg.
 QT0393;SPC SD N     -   193,021.271   405,983.246   MT  0.99997601   -1 45 30.7
 QT0393;SPC SD N     -   633,270.62  1,331,963.37   sFT  0.99997601   -1 45 30.7
 QT0393;UTM  13      - 5,046,407.631   696,357.660   MT  1.00007406   +1 47 45.3
 QT0393
 QT0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0393!SPC SD N     -   0.99986780  x   0.99997601  =   0.99984382
 QT0393!UTM  13      -   0.99986780  x   1.00007406  =   0.99994185
 QT0393
 QT0393:                Primary Azimuth Mark                     Grid Az
 QT0393:SPC SD N     -  K 29                                     138 53 31.9
 QT0393:UTM  13      -  K 29                                     135 20 15.9
 QT0393
 QT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9635746407(NAD 83)
 QT0393
 QT0393|---------------------------------------------------------------------|
 QT0393| PID    Reference Object                     Distance      Geod. Az  |
 QT0393|                                                           dddmmss.s |
 QT0393| CQ7074 BISON RM 1                            7.322 METERS 12720     |
 QT0393| QT0007 K 29                                APPROX. 2.0 KM 1370801.2 |
 QT0393| QT0395 BISON MUNICIPAL TANK                APPROX. 2.9 KM 1405649.8 |
 QT0393| QT0394 BISON GRAND ELEC COOP RAD TWR       APPROX. 2.8 KM 1481158.9 |
 QT0393| CQ7075 BISON RM 2                            6.538 METERS 28710     |
 QT0393|---------------------------------------------------------------------|
 QT0393
 QT0393                          SUPERSEDED SURVEY CONTROL
 QT0393
 QT0393  NAD 83(1993)-  45 32 36.62255(N)    102 29 05.01760(W) AD(       ) 2
 QT0393  NAD 83(1986)-  45 32 36.62232(N)    102 29 05.01737(W) AD(       ) 2
 QT0393  NAD 27      -  45 32 36.66800(N)    102 29 03.44600(W) AD(       ) 2
 QT0393
 QT0393.Superseded values are not recommended for survey control.
 QT0393
 QT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0393.See file dsdata.pdf to determine how the superseded data were derived.
 QT0393
 QT0393_MARKER: DS = TRIANGULATION STATION DISK
 QT0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0393_STAMPING: BISON 1952
 QT0393_MARK LOGO: CGS
 QT0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0393+STABILITY: SURFACE MOTION
 QT0393
 QT0393  HISTORY     - Date     Condition        Report By
 QT0393  HISTORY     - 1952     MONUMENTED       CGS
 QT0393
 QT0393                          STATION DESCRIPTION
 QT0393
 QT0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0393'THE STATION IS IN SECTION 11, T 18 N, R 13 E, ON THE SUMMIT OF
 QT0393'A SMALL POINTED KNOLL ABOUT 1-1/2 MILES NORTH AND 1 MILE WEST OF
 QT0393'BISON, 5 FEET SOUTH-SOUTHEAST OF A WHITE 4 X 4 IN WITNESS POST
 QT0393'AND ON LAND OWNED BY WAYNE ALMEN.
 QT0393'
 QT0393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND A
 QT0393'GRAVELED ROAD LEADING SOUTH TO BISON, (1/2 MILE NORTH OF THE TOWN
 QT0393'OF BISON) GO WEST ON STATE HIGHWAY 8 FOR 0.05 MILE TO THE AZIMUTH
 QT0393'MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE WESTERLY ON THE
 QT0393'HIGHWAY FOR 0.55 MILE TO A CROSS ROAD, TURN RIGHT (NORTH) AND
 QT0393'GO NORTH OF A GRADED DIRT ROAD FOR 0.55 MILE TO A Y-JUNCTION AT
 QT0393'THE CITY DUMP, TURN LEFT (WEST) ALONG THE SOUTH SIDE OF A FENCE
 QT0393'FOR 0.25 MILE TO A GATE AT A FENCE CORNER, GO THROUGH GATE AND
 QT0393'TURN RIGHT (NORTH) ALONG THE WEST SIDE OF A FENCE LINE FOR
 QT0393'0.3 MILE, TURN LEFT (WEST) AND GO FOR 0.1 MILE TO THE SUMMIT
 QT0393'OF A SMALL KNOLL AND THE STATION.
 QT0393'
 QT0393'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BISON
 QT0393'1952.
 QT0393'
 QT0393'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED BISON
 QT0393'NO 1 1952.
 QT0393'
 QT0393'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED BISON
 QT0393'NO 2 1952.
 QT0393'
 QT0393'U.S. COAST AND GEODETIC SURVEY BENCH MARK K 29 WAS USED AS THE
 QT0393'AZIMUTH MARK.  IT IS 40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 QT0393'8, 6 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET SOUTH OF A WIRE
 QT0393'FENCE AND 1 FOOT WEST OF A WHITE 4 X 4 IN WITNESS POST.  THE
 QT0393'MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET IN THE
 QT0393'TOP OF AN 8-INCH CONCRETE POST, THAT PROJECTS 4 INCHES AND THE
 QT0393'DISK IS STAMPED K 29 1934.
 QT0393'
 QT0393'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0394 ***********************************************************************
 QT0394  DESIGNATION -  BISON GRAND ELEC COOP RAD TWR
 QT0394  PID         -  QT0394
 QT0394  STATE/COUNTY-  SD/PERKINS
 QT0394  COUNTRY     -  US
 QT0394  USGS QUAD   -  BISON (2017)
 QT0394
 QT0394                         *CURRENT SURVEY CONTROL
 QT0394  ______________________________________________________________________
 QT0394* NAD 83(1996) POSITION- 45 31 18.99507(N) 102 27 56.54708(W)   ADJUSTED
 QT0394  ______________________________________________________________________
 QT0394  GEOID HEIGHT    -        -18.158 (meters)                     GEOID18
 QT0394  LAPLACE CORR    -         -6.36  (seconds)                    DEFLEC18
 QT0394  HORZ ORDER      -  THIRD
 QT0394
 QT0394.The horizontal coordinates were established by classical geodetic methods
 QT0394.and adjusted by the National Geodetic Survey in January 1998.
 QT0394
 QT0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0394.GEOID18 height accuracy estimate available here.
 QT0394
 QT0394.Click photographs - Photos may exist for this station.
 QT0394
 QT0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0394
 QT0394. The following values were computed from the NAD 83(1996) position.
 QT0394
 QT0394;                    North         East     Units Scale Factor Converg.
 QT0394;SPC SD N     -   190,580.175   407,394.959   MT  0.99997285   -1 44 42.3
 QT0394;SPC SD N     -   625,261.79  1,336,594.96   sFT  0.99997285   -1 44 42.3
 QT0394;UTM  13      - 5,044,058.503   697,918.149   MT  1.00008163   +1 48 31.9
 QT0394
 QT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9791844058(NAD 83)
 QT0394
 QT0394                          SUPERSEDED SURVEY CONTROL
 QT0394
 QT0394  NAD 83(1993)-  45 31 18.98618(N)    102 27 56.54531(W) AD(       ) 3
 QT0394  NAD 83(1986)-  45 31 18.98602(N)    102 27 56.54397(W) AD(       ) 3
 QT0394  NAD 27      -  45 31 19.03500(N)    102 27 54.97600(W) AD(       ) 3
 QT0394
 QT0394.Superseded values are not recommended for survey control.
 QT0394
 QT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0394.See file dsdata.pdf to determine how the superseded data were derived.
 QT0394
 QT0394_MARKER: 43 = RADIO/TV TOWER
 QT0394
 QT0394  HISTORY     - Date     Condition        Report By
 QT0394  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0394
 QT0394                          STATION DESCRIPTION
 QT0394
 QT0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0394'THE TOWER IS LOCATED IN THE CENTER OF TOWN OF BISON.  IT IS
 QT0394'A FOUR-LEGGED STEEL STRUCTURE, ABOUT 80 FEET HIGH.
 QT0394'
 QT0394'THE POINT INTERSECTED WAS THE ANTENNA ON THE TOP OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0395 ***********************************************************************
 QT0395  DESIGNATION -  BISON MUNICIPAL TANK
 QT0395  PID         -  QT0395
 QT0395  STATE/COUNTY-  SD/PERKINS
 QT0395  COUNTRY     -  US
 QT0395  USGS QUAD   -  BISON (2017)
 QT0395
 QT0395                         *CURRENT SURVEY CONTROL
 QT0395  ______________________________________________________________________
 QT0395* NAD 83(1996) POSITION- 45 31 23.05152(N) 102 27 40.10668(W)   ADJUSTED
 QT0395  ______________________________________________________________________
 QT0395  GEOID HEIGHT    -        -18.169 (meters)                     GEOID18
 QT0395  LAPLACE CORR    -         -6.50  (seconds)                    DEFLEC18
 QT0395  HORZ ORDER      -  THIRD
 QT0395
 QT0395.The horizontal coordinates were established by classical geodetic methods
 QT0395.and adjusted by the National Geodetic Survey in January 1998.
 QT0395
 QT0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0395.GEOID18 height accuracy estimate available here.
 QT0395
 QT0395.Click photographs - Photos may exist for this station.
 QT0395
 QT0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0395
 QT0395. The following values were computed from the NAD 83(1996) position.
 QT0395
 QT0395;                    North         East     Units Scale Factor Converg.
 QT0395;SPC SD N     -   190,694.492   407,755.382   MT  0.99997301   -1 44 30.6
 QT0395;SPC SD N     -   625,636.85  1,337,777.45   sFT  0.99997301   -1 44 30.6
 QT0395;UTM  13      - 5,044,194.958   698,270.832   MT  1.00008335   +1 48 43.7
 QT0395
 QT0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9827044194(NAD 83)
 QT0395
 QT0395                          SUPERSEDED SURVEY CONTROL
 QT0395
 QT0395  NAD 83(1993)-  45 31 23.04255(N)    102 27 40.10486(W) AD(       ) 3
 QT0395  NAD 83(1986)-  45 31 23.04226(N)    102 27 40.10342(W) AD(       ) 3
 QT0395  NAD 27      -  45 31 23.09200(N)    102 27 38.53800(W) AD(       ) 3
 QT0395
 QT0395.Superseded values are not recommended for survey control.
 QT0395
 QT0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0395.See file dsdata.pdf to determine how the superseded data were derived.
 QT0395
 QT0395_MARKER: 53 = ELEVATED TANK
 QT0395
 QT0395  HISTORY     - Date     Condition        Report By
 QT0395  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0395
 QT0395                          STATION DESCRIPTION
 QT0395
 QT0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0395'THE TANK IS LOCATED IN THE NORTHERN PART OF TOWN OF BISON.
 QT0395'IT IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 110 FEET HIGH,
 QT0395'PAINTED SILVER AND WITH THE CAPACITY OF 75,000 GALLON.
 QT0395'
 QT0395'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0432 ***********************************************************************
 QT0432  DESIGNATION -  BIX
 QT0432  PID         -  QT0432
 QT0432  STATE/COUNTY-  SD/PERKINS
 QT0432  COUNTRY     -  US
 QT0432  USGS QUAD   -  BIXBY (2017)
 QT0432
 QT0432                         *CURRENT SURVEY CONTROL
 QT0432  ______________________________________________________________________
 QT0432* NAD 83(1996) POSITION- 45 11 21.52741(N) 102 34 11.84636(W)   ADJUSTED
 QT0432* NAVD 88 ORTHO HEIGHT -   789.    (meters)     2589.    (feet) SCALED
 QT0432  ______________________________________________________________________
 QT0432  GEOID HEIGHT    -        -18.081 (meters)                     GEOID18
 QT0432  LAPLACE CORR    -         -6.28  (seconds)                    DEFLEC18
 QT0432  HORZ ORDER      -  THIRD
 QT0432
 QT0432.The horizontal coordinates were established by classical geodetic methods
 QT0432.and adjusted by the National Geodetic Survey in January 1998.
 QT0432
 QT0432.The orthometric height was scaled from a topographic map.
 QT0432
 QT0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0432.GEOID18 height accuracy estimate available here.
 QT0432
 QT0432.Click photographs - Photos may exist for this station.
 QT0432
 QT0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0432
 QT0432. The following values were computed from the NAD 83(1996) position.
 QT0432
 QT0432;                    North         East     Units Scale Factor Converg.
 QT0432;SPC SD N     -   153,885.678   398,081.020   MT  0.99994201   -1 49 07.9
 QT0432;SPC SD N     -   504,873.26  1,306,037.48   sFT  0.99994201   -1 49 07.9
 QT0432;UTM  13      - 5,006,853.781   690,892.486   MT  1.00004807   +1 43 28.2
 QT0432
 QT0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0432!SPC SD N     -   0.99987908  x   0.99994201  =   0.99982110
 QT0432!UTM  13      -   0.99987908  x   1.00004807  =   0.99992714
 QT0432
 QT0432:                Primary Azimuth Mark                     Grid Az
 QT0432:SPC SD N     -  BIX AZ MK                                014 54 16.7
 QT0432:UTM  13      -  BIX AZ MK                                011 21 40.6
 QT0432
 QT0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9089206853(NAD 83)
 QT0432
 QT0432|---------------------------------------------------------------------|
 QT0432| PID    Reference Object                     Distance      Geod. Az  |
 QT0432|                                                           dddmmss.s |
 QT0432| CQ7076 BIX AZ MK                                          0130508.8 |
 QT0432| CQ7077 BIX RM 1                              9.480 METERS 09225     |
 QT0432| CQ7078 BIX RM 2                              8.854 METERS 17904     |
 QT0432|---------------------------------------------------------------------|
 QT0432
 QT0432                          SUPERSEDED SURVEY CONTROL
 QT0432
 QT0432  NAD 83(1993)-  45 11 21.51875(N)    102 34 11.84450(W) AD(       ) 3
 QT0432  NAD 83(1986)-  45 11 21.51810(N)    102 34 11.84420(W) AD(       ) 3
 QT0432  NAD 27      -  45 11 21.57200(N)    102 34 10.27000(W) AD(       ) 3
 QT0432
 QT0432.Superseded values are not recommended for survey control.
 QT0432
 QT0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0432.See file dsdata.pdf to determine how the superseded data were derived.
 QT0432
 QT0432_MARKER: DS = TRIANGULATION STATION DISK
 QT0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0432_STAMPING: BIX 1952
 QT0432_MARK LOGO: CGS
 QT0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0432+STABILITY: SURFACE MOTION
 QT0432
 QT0432  HISTORY     - Date     Condition        Report By
 QT0432  HISTORY     - 1952     MONUMENTED       CGS
 QT0432
 QT0432                          STATION DESCRIPTION
 QT0432
 QT0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0432'THE STATION IS IN SECTION 17, T 14 N, R 13 E, ON THE RIGHT-OF-WAY
 QT0432'OF A GRADED DIRT ROAD, ABOUT 24 MILES SOUTH AND 5 MILES WEST OF
 QT0432'BISON, 2-1/4 MILES NORTH AND 1/4 MILE WEST OF BIXBY, 28 FEET
 QT0432'EAST OF THE CENTER OF THE GRADED DIRT ROAD AND 4 FEET EAST OF A
 QT0432'4 X 4 INCH WITNESS POST.
 QT0432'
 QT0432'TO REACH THE STATION FROM THE T-INTERSECTION ABOUT 1/2 MILE
 QT0432'NORTH OF BISON, GO WEST ON STATE HIGHWAY 8 FOR 4.85 MILES TO A
 QT0432'SIDE ROAD AND SIGN READING, 29 MILES BIXBY, TURN LEFT AND GO
 QT0432'SOUTH ON THE MAIN GRADED DIRT ROAD FOR 17.0 MILES TO A CHURCH ON
 QT0432'THE LEFT, CONTINUE SOUTH ON THE MAIN ROAD FOR 7.2 MILES TO A
 QT0432'POINT WHERE THE ROAD CURVES TO THE RIGHT AND THE AZIMUTH MARK ON
 QT0432'THE LEFT, CONTINUE SOUTH FOR 0.8 MILE TO THE STATION ON THE
 QT0432'LEFT.
 QT0432'
 QT0432'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BIX
 QT0432'1952.
 QT0432'
 QT0432'REFERENCE MARK 1 IS 59 FEET EAST OF THE CENTER OF THE GRADED DIRT
 QT0432'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BIX
 QT0432'NO 1 1952.
 QT0432'
 QT0432'REFERENCE MARK 2 IS 30 FEET EAST OF THE CENTER OF THE GRADED
 QT0432'DIRT ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0432'BIX NO 2 1952.
 QT0432'
 QT0432'THE AZIMUTH MARK IS 39 FEET EAST OF THE GRADED DIRT ROAD AND 2
 QT0432'FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 2
 QT0432'INCHES AND THE DISK IS STAMPED BIX 1952.
 QT0432'
 QT0432'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0433 ***********************************************************************
 QT0433  DESIGNATION -  BIXBY
 QT0433  PID         -  QT0433
 QT0433  STATE/COUNTY-  SD/PERKINS
 QT0433  COUNTRY     -  US
 QT0433  USGS QUAD   -  MAURINE (2017)
 QT0433
 QT0433                         *CURRENT SURVEY CONTROL
 QT0433  ______________________________________________________________________
 QT0433* NAD 83(1996) POSITION- 45 05 57.95424(N) 102 34 59.16702(W)   ADJUSTED
 QT0433* NAVD 88 ORTHO HEIGHT -   844.    (meters)     2769.    (feet) SCALED
 QT0433  ______________________________________________________________________
 QT0433  GEOID HEIGHT    -        -18.061 (meters)                     GEOID18
 QT0433  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 QT0433  HORZ ORDER      -  SECOND
 QT0433
 QT0433.The horizontal coordinates were established by classical geodetic methods
 QT0433.and adjusted by the National Geodetic Survey in January 1998.
 QT0433
 QT0433.The orthometric height was scaled from a topographic map.
 QT0433
 QT0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0433.GEOID18 height accuracy estimate available here.
 QT0433
 QT0433.Click photographs - Photos may exist for this station.
 QT0433
 QT0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0433
 QT0433. The following values were computed from the NAD 83(1996) position.
 QT0433
 QT0433;                    North         East     Units Scale Factor Converg.
 QT0433;SPC SD N     -   143,935.287   396,729.961   MT  0.99993947   -1 49 41.4
 QT0433;SPC SD N     -   472,227.69  1,301,604.88   sFT  0.99993947   -1 49 41.4
 QT0433;UTM  13      - 4,996,837.869   690,158.665   MT  1.00004464   +1 42 44.9
 QT0433
 QT0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0433!SPC SD N     -   0.99987045  x   0.99993947  =   0.99980993
 QT0433!UTM  13      -   0.99987045  x   1.00004464  =   0.99991509
 QT0433
 QT0433:                Primary Azimuth Mark                     Grid Az
 QT0433:SPC SD N     -  BIXBY AZ MK                              105 39 22.2
 QT0433:UTM  13      -  BIXBY AZ MK                              102 06 55.9
 QT0433
 QT0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9015896837(NAD 83)
 QT0433
 QT0433|---------------------------------------------------------------------|
 QT0433| PID    Reference Object                     Distance      Geod. Az  |
 QT0433|                                                           dddmmss.s |
 QT0433| CQ7080 BIXBY RM 1                            8.953 METERS 05456     |
 QT0433| CQ7079 BIXBY AZ MK                                        1034940.8 |
 QT0433| CQ7081 BIXBY RM 2                            7.745 METERS 19058     |
 QT0433|---------------------------------------------------------------------|
 QT0433
 QT0433                          SUPERSEDED SURVEY CONTROL
 QT0433
 QT0433  NAD 83(1993)-  45 05 57.94591(N)    102 34 59.16560(W) AD(       ) 2
 QT0433  NAD 83(1986)-  45 05 57.94505(N)    102 34 59.16546(W) AD(       ) 2
 QT0433  NAD 27      -  45 05 57.99190(N)    102 34 57.58970(W) AD(       ) 2
 QT0433
 QT0433.Superseded values are not recommended for survey control.
 QT0433
 QT0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0433.See file dsdata.pdf to determine how the superseded data were derived.
 QT0433
 QT0433_MARKER: DS = TRIANGULATION STATION DISK
 QT0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0433_STAMPING: BIXBY 1951
 QT0433_MARK LOGO: CGS
 QT0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0433+STABILITY: SURFACE MOTION
 QT0433
 QT0433  HISTORY     - Date     Condition        Report By
 QT0433  HISTORY     - 1951     MONUMENTED       CGS
 QT0433  HISTORY     - 1962     GOOD             CGS
 QT0433
 QT0433                          STATION DESCRIPTION
 QT0433
 QT0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0433'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF MAURINE,
 QT0433'IN THE SOUTHWEST 1/4 OF SECTION 7, T 13 N, R 13 E, ON LAND
 QT0433'OWNED BY MR. DALE HAINES, ON THE HIGHEST POINT OF A PROMINENT
 QT0433'MOUND, 0.15 MILE NORTH OF A GRAVELED ROAD, 53 FEET EAST OF
 QT0433'THE STEEP WEST SLOPE OF THE MOUND, AND 13 FEET EAST OF A
 QT0433'WITNESS POST.
 QT0433'
 QT0433'TO REACH THE STATION FROM THE POST OFFICE IN MAURINE, GO NORTH
 QT0433'ON A GRAVELED ROAD FOR 1.6 MILES TO BX - 21 - 2 (USBR) ON THE
 QT0433'RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 3.6 MILES.  THEN RIGHT,
 QT0433'EAST, ON THE GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK
 QT0433'ON THE LEFT AS DESCRIBED.  TURN LEFT, PASSING THROUGH A WIRE
 QT0433'GATE, THEN SHARP LEFT (WESTERLY) ACROSS PASTURE LAND FOR 0.3
 QT0433'MILE TO THE CREST OF THE MOUND AND THE STATION AS DESCRIBED.
 QT0433'
 QT0433'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0433'BIXBY 1951.
 QT0433'
 QT0433'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF THE NORTH EDGE OF
 QT0433'THE MOUND.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0433'BIXBY NO 1 1951.
 QT0433'
 QT0433'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE WEST EDGE OF THE
 QT0433'MOUND, AND 27 FEET SOUTH OF THE WITNESS POST.  IT PROJECTS
 QT0433'3 INCHES, AND THE DISK IS STAMPED BIXBY NO 2 1951.
 QT0433'
 QT0433'THE AZIMUTH MARK IS 76 FEET NORTH OF THE CENTER OF THE GRAVELED
 QT0433'ROAD, 50 FEET EAST OF THE SOUTH EDGE OF A RAVINE, 12 FEET EAST
 QT0433'OF THE EAST GATE POST OF A WIRE GATE, AND 1 FOOT NORTH OF A
 QT0433'WIRE FENCE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0433'BIXBY 1951.
 QT0433'
 QT0433'BX - 21 - 2 (USBR) IS ON THE WEST SLOPE OF A LOW HILL, AND
 QT0433'86 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.  IT IS A
 QT0433'U.S. BUREAU OF RECLAMATION BENCH MARK DISK STAMPED BX - 21 - 2
 QT0433'2820.115 SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES
 QT0433'SQUARE AT ITS BASE AND 6 INCHES SQUARE AT ITS APEX.  THE MARK
 QT0433'PROJECTS 10 INCHES.
 QT0433'
 QT0433'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 QT0433'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 QT0433
 QT0433                          STATION RECOVERY (1962)
 QT0433
 QT0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0433'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 QT0433'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 QT0433'IN GOOD CONDITION.  THE HORIZONTAL DISTANCE AND DIRECTION
 QT0433'CHECKED ON ALL MARKS.  A NEW DESCRIPTION FOLLOWS.
 QT0433'
 QT0433'THE STATION IS LOCATED 5 MILES NORTH OF MAURINE, IN SECTION 6,
 QT0433'T. 13 N., R. 13 E., ON THE HIGHEST POINT OF A PROMINENT GRASS
 QT0433'COVERED KNOLL ON PROPERTY OWNED BY MR. DALE HAINES.
 QT0433'
 QT0433'TO REACH THE STATION FROM THE STORE AND CROSSROAD AT MAURINE,
 QT0433'GO NORTH ON A GRAVELED ROAD FOR 4.4 MILES TO A FORK.  TAKE
 QT0433'THE RIGHT FORK, THE MAIN TRAVELED ROAD AND GO 1.0 MILE TO
 QT0433'WHERE THE ROAD TURNS RIGHT.  TURN RIGHT AND GO EAST ON THE
 QT0433'GRAVELED ROAD FOR 0.4 MILE TO A WIRE GATE ON THE LEFT AND THE
 QT0433'AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE WIRE GATE, THENCE
 QT0433'TURN A SHARP LEFT AND GO NORTHWEST ACROSS THE OPEN PASTURE
 QT0433'FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION
 QT0433'AS DESCRIBED.
 QT0433'
 QT0433'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0433'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED BIXBY 1951.
 QT0433'IT IS 72 FEET SOUTH OF THE NORTH EDGE OF THE HILL, 59 FEET
 QT0433'EAST OF THE WEST EDGE OF THE HILL AND 13 FEET EAST OF A 4X4
 QT0433'WHITE WITNESS POST.
 QT0433'
 QT0433'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QT0433'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 QT0433'STAMPED BIXBY NO 1 1951.  IT IS 40 FEET EAST-NORTHEAST OF A
 QT0433'4X4 WHITE WITNESS POST AND 37 FEET SOUTH OF THE NORTH EDGE OF
 QT0433'THE HILL.
 QT0433'
 QT0433'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QT0433'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 QT0433'STAMPED BIXBY NO 2 1951.  IT IS 39 FEET EAST OF THE WEST EDGE
 QT0433'OF THE HILL AND 27 FEET SOUTH OF A 4X4 WHITE WITNESS POST.
 QT0433'
 QT0433'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0433'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED BIXBY
 QT0433'1951.  IT IS 78 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 QT0433'19 FEET EAST OF THE CENTER OF A WIRE GATE AND 1 FOOT NORTH OF
 QT0433'A METAL WITNESS POST AND AN EAST-WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0938 ***********************************************************************
 OR0938  DESIGNATION -  BLACK
 OR0938  PID         -  OR0938
 OR0938  STATE/COUNTY-  SD/LYMAN
 OR0938  COUNTRY     -  US
 OR0938  USGS QUAD   -  HAMILL NE (2017)
 OR0938
 OR0938                         *CURRENT SURVEY CONTROL
 OR0938  ______________________________________________________________________
 OR0938* NAD 83(1996) POSITION- 43 39 55.06264(N) 099 35 54.11190(W)   ADJUSTED
 OR0938* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 OR0938  ______________________________________________________________________
 OR0938  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 OR0938  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 OR0938  HORZ ORDER      -  FIRST
 OR0938
 OR0938.The horizontal coordinates were established by classical geodetic methods
 OR0938.and adjusted by the National Geodetic Survey in January 1998.
 OR0938
 OR0938.The orthometric height was scaled from a topographic map.
 OR0938
 OR0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0938.GEOID18 height accuracy estimate available here.
 OR0938
 OR0938.Click photographs - Photos may exist for this station.
 OR0938
 OR0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0938
 OR0938. The following values were computed from the NAD 83(1996) position.
 OR0938
 OR0938;                    North         East     Units Scale Factor Converg.
 OR0938;SPC SD S     -   148,231.617   659,273.162   MT  0.99990720   +0 30 25.3
 OR0938;SPC SD S     -   486,323.23  2,162,965.37   sFT  0.99990720   +0 30 25.3
 OR0938;UTM  14      - 4,834,872.938   451,757.758   MT  0.99962863   -0 24 47.3
 OR0938
 OR0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0938!SPC SD S     -   0.99990789  x   0.99990720  =   0.99981510
 OR0938!UTM  14      -   0.99990789  x   0.99962863  =   0.99953656
 OR0938
 OR0938:                Primary Azimuth Mark                     Grid Az
 OR0938:SPC SD S     -  BLACK AZ MK                              199 35 01.7
 OR0938:UTM  14      -  BLACK AZ MK                              200 30 14.3
 OR0938
 OR0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5175734872(NAD 83)
 OR0938
 OR0938|---------------------------------------------------------------------|
 OR0938| PID    Reference Object                     Distance      Geod. Az  |
 OR0938|                                                           dddmmss.s |
 OR0938| CO2247 BLACK RM 1                            9.129 METERS 09740     |
 OR0938| CO2248 BLACK RM 2                            9.815 METERS 17701     |
 OR0938| CO2246 BLACK AZ MK                                        2000527.0 |
 OR0938|---------------------------------------------------------------------|
 OR0938
 OR0938                          SUPERSEDED SURVEY CONTROL
 OR0938
 OR0938  NAD 83(1995)-  43 39 55.06088(N)    099 35 54.11895(W) AD(       ) 1
 OR0938  NAD 83(1986)-  43 39 55.06300(N)    099 35 54.11993(W) AD(       ) 1
 OR0938  NAD 27      -  43 39 55.06800(N)    099 35 52.72600(W) AD(       ) 1
 OR0938
 OR0938.Superseded values are not recommended for survey control.
 OR0938
 OR0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0938.See file dsdata.pdf to determine how the superseded data were derived.
 OR0938
 OR0938_MARKER: DS = TRIANGULATION STATION DISK
 OR0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0938_STAMPING: BLACK 1936
 OR0938_MARK LOGO: CGS
 OR0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0938+STABILITY: SURFACE MOTION
 OR0938
 OR0938  HISTORY     - Date     Condition        Report By
 OR0938  HISTORY     - 1936     MONUMENTED       CGS
 OR0938
 OR0938                          STATION DESCRIPTION
 OR0938
 OR0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0938'STATION IS 11-1/2 MILES AIRLINE NORTHWEST OF IONA, 21 MILES
 OR0938'AIRLINE, AND 35 MILES BY ROAD NORTH-NORTHWEST OF DIXON, 34
 OR0938'MILES BY ROAD NORTHEAST OF WINNER, ON HIGHEST POINT IN PASTURE
 OR0938'FIELD, ON PROPERTY OWNED BY FRED LINDGREN OF HOT SPRINGS
 OR0938'AND RENTED BY ANNA SONERGAARD, 0.4 MILE SOUTH OF THE SONERGAARD
 OR0938'HOUSE, 173 FEET EAST OF NORTH-SOUTH FENCE LINE.  THE MARK
 OR0938'PROJECTS 3 INCHES.
 OR0938'
 OR0938'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  THE MARK PROJECTS
 OR0938'4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 39.76
 OR0938'FEET.  REFERENCE MARK NO. 2 IS SOUTH OF STATION.
 OR0938'
 OR0938'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION IN YARD
 OR0938'OF FIRST HOUSE SOUTH OF THE STATION ON EAST SIDE OF ROAD, 45.3
 OR0938'FEET NORTH OF NORTHWEST CORNER OF HOUSE, 59.2 FEET EAST
 OR0938'OF FENCE CORNER.  THE MARK PROJECTS 6 INCHES.
 OR0938'
 OR0938'TO REACH THE STATION FROM DIXON, GO WEST ON GRAVEL ROAD 11.05
 OR0938'MILES TO CROSSROADS, THENCE NORTH ON GRAVEL ROAD 4.95 MILES
 OR0938'TO CROSSROADS, EAST 1.0 MILE TO T-INTERSECTION, NORTH 1.0
 OR0938'MILE TO T-INTERSECTION, EAST 1.0 MILE TO CURVE NORTH, NORTH
 OR0938'1.0 MILE TO T-INTERSECTION, EAST 1.0 MILE TO T-INTERSECTION,
 OR0938'NORTH 0.9 MILE TO T-INTERSECTION, EAST 0.45 MILE TO
 OR0938'T-INTERSECTION, NORTH 10.95 MILES TO TURN EAST, EAST 1.0 MILE TO
 OR0938'T, THENCE NORTH 0.8 MILE TO LANE LEADING EAST TO THE
 OR0938'SONERGAARD HOUSE, EAST ON LANE TO BARN, THEN SOUTH, THROUGH
 OR0938'BARN LOT AND GO 0.4 MILE SOUTH TO HIGHEST POINT IN
 OR0938'PASTURE FIELD AND STATION.  BEFORE ATTEMPTING TO REACH THE
 OR0938'STATION BY ANY OTHER ROUTE, INQUIRY SHOULD BE MADE AS TO
 OR0938'CONDITION OF ROADS, AS THEY ARE IN POOR CONDITION
 OR0938'GENERALLY IN THIS VICINITY.
 OR0938'
 OR0938'SIGNALS SHOWN FROM THE GROUND AT WILLRODT (1934), IONA, (1934),
 OR0938'BULL, LODGE, WHITE, AND BEND ARE VISIBLE AT THE GROUND.
 OR0938'
 OR0938'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0938'BRONZE DISKS SET AS DESCRIBED.
 OR0938'
 OR0938'HEIGHT OF LIGHT ABOVE STATION MARK - 2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2309 ***********************************************************************
 PU2309  FBN         -  This is a Federal Base Network Control Station.
 PU2309  DESIGNATION -  BLACK
 PU2309  PID         -  PU2309
 PU2309  STATE/COUNTY-  SD/MEADE
 PU2309  COUNTRY     -  US
 PU2309  USGS QUAD   -  BLACKHAWK (2017)
 PU2309
 PU2309                         *CURRENT SURVEY CONTROL
 PU2309  ______________________________________________________________________
 PU2309* NAD 83(2011) POSITION- 44 10 21.12085(N) 103 19 31.91296(W)   ADJUSTED
 PU2309* NAD 83(2011) ELLIP HT-  1106.979 (meters)        (06/27/12)   ADJUSTED
 PU2309* NAD 83(2011) EPOCH   -  2010.00
 PU2309* NAVD 88 ORTHO HEIGHT -  1122.386 (meters)     3682.36  (feet) ADJUSTED
 PU2309  ______________________________________________________________________
 PU2309  GEOID HEIGHT    -        -15.414 (meters)                     GEOID18
 PU2309  NAD 83(2011) X  - -1,056,289.695 (meters)                     COMP
 PU2309  NAD 83(2011) Y  - -4,459,542.714 (meters)                     COMP
 PU2309  NAD 83(2011) Z  -  4,422,633.286 (meters)                     COMP
 PU2309  LAPLACE CORR    -        -14.55  (seconds)                    DEFLEC18
 PU2309  DYNAMIC HEIGHT  -       1122.001 (meters)     3681.10  (feet) COMP
 PU2309  MODELED GRAVITY -    980,236.3   (mgal)                       NAVD 88
 PU2309
 PU2309  VERT ORDER      -  FIRST     CLASS II
 PU2309
 PU2309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2309  Standards:
 PU2309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2309  -------------------------------------------------------------------
 PU2309  NETWORK    0.39   0.80           0.18   0.13   0.41     -0.07539531
 PU2309  -------------------------------------------------------------------
 PU2309  Click here for local accuracies and other accuracy information.
 PU2309
 PU2309.The horizontal coordinates were established by GPS observations
 PU2309.and adjusted by the National Geodetic Survey in June 2012.
 PU2309
 PU2309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2309.been affixed to the stable North American tectonic plate. See 
 PU2309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2309
 PU2309.The horizontal coordinates are valid at the epoch date displayed above
 PU2309.which is a decimal equivalence of Year/Month/Day.
 PU2309
 PU2309.The orthometric height was determined by differential leveling and
 PU2309.adjusted by the NATIONAL GEODETIC SURVEY
 PU2309.in September 1993.
 PU2309
 PU2309.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2309.GEOID18 height accuracy estimate available here.
 PU2309
 PU2309.Click photographs - Photos may exist for this station.
 PU2309
 PU2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2309
 PU2309.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2309
 PU2309.The ellipsoidal height was determined by GPS observations
 PU2309.and is referenced to NAD 83.
 PU2309
 PU2309.The dynamic height is computed by dividing the NAVD 88
 PU2309.geopotential number by the normal gravity value computed on the
 PU2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2309.degrees latitude (g = 980.6199 gals.).
 PU2309
 PU2309.The modeled gravity was interpolated from observed gravity values.
 PU2309
 PU2309. The following values were computed from the NAD 83(2011) position.
 PU2309
 PU2309;                    North         East     Units Scale Factor Converg.
 PU2309;SPC SD N     -    43,155.315   334,105.921   MT  1.00005571   -2 21 13.0
 PU2309;SPC SD N     -   141,585.40  1,096,145.84   sFT  1.00005571   -2 21 13.0
 PU2309;SPC SD S     -   208,634.510   360,766.601   MT  0.99995362   -2 03 51.0
 PU2309;SPC SD S     -   684,495.05  1,183,615.09   sFT  0.99995362   -2 03 51.0
 PU2309;UTM  13      - 4,892,399.255   633,859.969   MT  0.99982037   +1 10 01.1
 PU2309
 PU2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2309!SPC SD N     -   0.99982645  x   1.00005571  =   0.99988215
 PU2309!SPC SD S     -   0.99982645  x   0.99995362  =   0.99978008
 PU2309!UTM  13      -   0.99982645  x   0.99982037  =   0.99964685
 PU2309
 PU2309:                Primary Azimuth Mark                     Grid Az
 PU2309:SPC SD N     -  BLACK AZ MK                              141 04 16.3
 PU2309:SPC SD S     -  BLACK AZ MK                              140 46 54.3
 PU2309:UTM  13      -  BLACK AZ MK                              137 33 02.2
 PU2309
 PU2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3385992399(NAD 83)
 PU2309
 PU2309|---------------------------------------------------------------------|
 PU2309| PID    Reference Object                     Distance      Geod. Az  |
 PU2309|                                                           dddmmss.s |
 PU2309| PU2593 BLACK RM 1                            9.378 METERS 12901     |
 PU2309| PU2569 BLACK AZ MK                                        1384303.3 |
 PU2309| PU2594 BLACK RM 2                           10.018 METERS 22250     |
 PU2309|---------------------------------------------------------------------|
 PU2309
 PU2309                          SUPERSEDED SURVEY CONTROL
 PU2309
 PU2309  NAD 83(2007)-  44 10 21.12072(N)    103 19 31.91409(W) AD(2002.00) 0
 PU2309  ELLIP H (02/10/07) 1107.008  (m)                       GP(2002.00)    
 PU2309  ELLIP H (06/23/03) 1106.999  (m)                       GP(       ) 3 1
 PU2309  NAD 83(1996)-  44 10 21.12005(N)    103 19 31.91410(W) AD(       ) B
 PU2309  ELLIP H (04/18/97) 1107.070  (m)                       GP(       ) 4 1
 PU2309  NAD 83(1993)-  44 10 21.11164(N)    103 19 31.91813(W) AD(       ) 1
 PU2309  NAD 83(1986)-  44 10 21.11240(N)    103 19 31.91635(W) AD(       ) 1
 PU2309  NAD 27      -  44 10 21.15400(N)    103 19 30.25100(W) AD(       ) 3
 PU2309  NAVD 88            1122.39   (m)         3682.4    (f) LEVELING    3  
 PU2309  NGVD 29            1121.88   (m)         3680.7    (f) LEVELING    3  
 PU2309
 PU2309.Superseded values are not recommended for survey control.
 PU2309
 PU2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2309.See file dsdata.pdf to determine how the superseded data were derived.
 PU2309
 PU2309_MARKER: DS = TRIANGULATION STATION DISK
 PU2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2309_STAMPING: BLACK 1950
 PU2309_MARK LOGO: CGS
 PU2309_PROJECTION: FLUSH
 PU2309_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2309+STABILITY: SURFACE MOTION
 PU2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2309+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 PU2309
 PU2309  HISTORY     - Date     Condition        Report By
 PU2309  HISTORY     - 1950     MONUMENTED       CGS
 PU2309  HISTORY     - 1950     GOOD             CGS
 PU2309  HISTORY     - 19820812 GOOD             NGS
 PU2309  HISTORY     - 19910816 GOOD             NGS
 PU2309  HISTORY     - 19910910 GOOD             NGS
 PU2309  HISTORY     - 19911001 GOOD             USFS
 PU2309  HISTORY     - 19960821 GOOD             NGS
 PU2309  HISTORY     - 20000330 GOOD             GEOMET
 PU2309  HISTORY     - 20020514 GOOD             SDDT
 PU2309  HISTORY     - 20120101 MARK NOT FOUND   INDIV
 PU2309
 PU2309                          STATION DESCRIPTION
 PU2309
 PU2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2309'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14,
 PU2309'ABOUT 1.7 MILES NORTHWEST OF THE BLACK HAWK POST OFFICE.  IT
 PU2309'IS 41 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 14,
 PU2309'15 FEET WEST OF THE SOUTH EDGE OF THE HIGHWAY BANK, 15 FEET
 PU2309'SOUTH OF A HISTORIC MARKER SIGN, AND 5 FEET SOUTH OF A WITNESS
 PU2309'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2309'BLACK 1950.
 PU2309'
 PU2309'TO REACH THE STATION FROM THE BLACK HAWK POST OFFICE, GO NORTH
 PU2309'AND WEST ON U.S. HIGHWAY 14 FOR 1.7 MILES TO THE STATION ON
 PU2309'THE LEFT AS DESCRIBED.
 PU2309'
 PU2309'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 PU2309'U.S. HIGHWAY 14 FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 PU2309'DESCRIBED.
 PU2309'
 PU2309'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE APPROXIMATE CENTER
 PU2309'OF U.S. HIGHWAY 14, AND 16 FEET WEST OF THE SOUTH EDGE OF THE
 PU2309'HIGHWAY BANK.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 PU2309'STAMPED BLACK NO 1 1950.
 PU2309'
 PU2309'REFERENCE MARK NO. 2 IS ON THE SUMMIT OF THE LOW RIDGE, AND
 PU2309'ABOUT 5 FEET HIGHER IN ELEVATION THAN THE STATION MARK.  THE
 PU2309'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED BLACK NO 2
 PU2309'1950.
 PU2309'
 PU2309'THE AZIMUTH MARK IS 36 FEET WEST OF THE APPROXIMATE CENTER
 PU2309'OF U.S. HIGHWAY 14, AND 3 FEET NORTHWEST OF A WITNESS POST.
 PU2309'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BLACK
 PU2309'1950.
 PU2309'
 PU2309'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2309'CYLINDERS.
 PU2309'
 PU2309'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
 PU2309
 PU2309                          STATION RECOVERY (1950)
 PU2309
 PU2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 PU2309'RECOVERED IN GOOD CONDITION.
 PU2309
 PU2309                          STATION RECOVERY (1982)
 PU2309
 PU2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PU2309'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PU2309'AZIMUTH MARK WAS RECOVERED AND IS SOLID IN THE GROUND AND APPEARS
 PU2309'UNDISTURBED BUT THE DIRECTION TO IT CHANGED 35.5 SECONDS.  THE ROUTE
 PU2309'TO THE STATION HAS CHANGED AND NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 PU2309'STATION LOCATED AOBUT 2.7 KM (1.65 MI) NORHTHWEST OF BLACK HAWK, ALONG
 PU2309'THE WEST SIDE OF AN ASPHALT ROAD AT A CURVE IN THE ROAD.  TO REACH THE
 PU2309'STATION FROM THE POST OFFICE IN BLACK HAWK, GO NORTHWEST ON ASPHALT
 PU2309'ROAD FOR 2.1 KM (1.30 MI) TO A HOUSE ON THE RIGHT AND THE AZIMUTH MARK
 PU2309'ON THE LEFT.  CONTINUE NORTHWEST ON THE ASPHALT ROAD FOR 0.5 KM (0.30
 PU2309'MI) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD CGS DISK
 PU2309'STAMPED--BLACK 1950--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 PU2309'INCHES (30 CM) IN DIAMETER PROJECTING 5 INCHES (12 CM) ABOVE THE
 PU2309'GROUND.  LOCATED 11.5 METERS (37.7 FT) SW FROM THE CENTER OF AN
 PU2309'ASPHALT ROAD.  1.7 METERS (5.6 FT) SSE FROM A WOODEN WITNESS POST.
 PU2309'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED BLACK NO 1
 PU2309'1950--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES(30 CM)
 PU2309'IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE GROUND. LOCATED 11.9
 PU2309'METERS (39.0 FT) SW FROM THE CENTER OF THE ASPHALT ROAD.  11.1 SE
 PU2309'METERS SE FROMA WOODEN WITNESS POST AND 1.5 FEET (0.5 M) 0.4 METERS
 PU2309'(1.3 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD
 PU2309'CGS DISK STAMPED--BLACK NO 2 1950--SET INTO THE TOP OF A ROUND
 PU2309'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 2 INCHES 5
 PU2309'CM ABOVE THE GROUND.  LOCATED 21.5 METERS (70.5 FT) SW FROM THE CENTER
 PU2309'OF THE ASPHALT ROAD, AND 2.5 FEET (0.8 M) HIGHER THAN THE STATION.
 PU2309'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--BLACK 1950--SET INTO
 PU2309'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PU2309'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. LOCATE 11.3 METERS (37.1
 PU2309'FT) WSW FROM THE CENTER OF ASPHALT ROAD.  10.5 METERS (34.4 FT) SSE
 PU2309'FROM THE CENTER OF GRAVELED ROAD.  0.8 METERS (2.6 FT) NE FROM A
 PU2309'FENCE.  0.4 METERS (1.3 FT) W FROM A METAL WITNESS POST.
 PU2309
 PU2309                          STATION RECOVERY (1991)
 PU2309
 PU2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2309'2.5 KM (1.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 79 FROM THE POST
 PU2309'OFFICE IN BLACKHAWK, 40.6 M (133.2 FT) WEST OF A UTILITY POLE WITH 1
 PU2309'GUY CABLE, 9.9 M (32.5 FT) NORTHEAST OF REFERENCE MARK 2, 9.4 M (30.8
 PU2309'FT) WEST OF REFERENCE MARK 1, 8.6 M (28.2 FT) SOUTHWEST OF THE
 PU2309'CENTERLINE OF THE HIGHWAY, 6.2 M (20.3 FT) SOUTHEAST OF THE
 PU2309'CENTERLINE OF A PAVED ROAD LEADING WEST, 3.0 M (9.8 FT) ABOVE THE
 PU2309'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 PU2309'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 PU2309
 PU2309                          STATION RECOVERY (1991)
 PU2309
 PU2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2309'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) NORTHWEST OF BLACK HAWK AND
 PU2309'IN THE SOUTH RIGHT-OF-WAY OF A FRONTAGE ROAD. OWNERSHIP--SOUTH DAKOTA
 PU2309'DEPARTMENT OF TRANSPORTATION.  NABORING PROPERTY OWNED BY MR. IVAN
 PU2309'FUGERE, BOX 2 4710, BLACK HAWK, SD.  PHONE 605-787-4952.
 PU2309'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BLACK HAWK, GO
 PU2309'NORTHWESTERLY ON FRONTAGE ROAD STATE ROUTE 79 FOR 2.4 KM (1.5 MI) TO
 PU2309'THE STATION ON THE LEFT.
 PU2309'STATION IS 11.7 M (38.4 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 PU2309'40.6 M (133.2 FT) WEST FROM A UTILITY POLE WITH GUY WIRE, 9.9 M
 PU2309'(32.5 FT) NORTHEAST FROM RM2, 9.4 M (30.8 FT) WEST FROM RM1, 4.5 M
 PU2309'(14.8 FT) SOUTHEAST FROM A SIGN POST, 3 M (9.8 FT) ABOVE THE HIGHWAY
 PU2309'AND PROJECTS 6 CM ABOVE THE GROUND.
 PU2309
 PU2309                          STATION RECOVERY (1991)
 PU2309
 PU2309'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2309'RECOVERED IN GOOD CONDITION.
 PU2309
 PU2309                          STATION RECOVERY (1996)
 PU2309
 PU2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2309'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF BLACK HAWK,
 PU2309'ON A FRONTAGE ROAD OF STATE HIGHWAY 79.  OWNERSHIP--THE STATE OF SOUTH
 PU2309'DAKOTA.  ADJACENT PROPERTY OWNED BY MR. IVAN FUGERE, BOX 2 4710, BLACK
 PU2309'HAWK SD, PHONE 605-787-4952.  TO REACH THE STATION FROM THE POST
 PU2309'OFFICE IN BLACK HAWK, GO NORTHWEST ON THE FRONTAGE ROAD ALONG STATE
 PU2309'HIGHWAY 79 FOR 2.4 KM (1.50 MI) TO THE STATION ON THE LEFT.  LOCATED
 PU2309'40.6 M (133.2 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 11.7 M
 PU2309'(38.4 FT) SOUTHWEST OF THE HIGHWAY CENTER, 9.9 M (32.5 FT) NORTHEAST
 PU2309'OF REFERENCE MARK 2, 9.4 M (30.8 FT) WEST OF REFERENCE MARK 1, 9.0 FT
 PU2309'(2.7 M) SOUTHWEST OF A WITNESS POST, 3.0 M (9.8 FT) ABOVE THE LEVEL OF
 PU2309'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.5 FT (15.2 CM) ABOVE THE
 PU2309'GROUND SURFACE.
 PU2309
 PU2309                          STATION RECOVERY (2000)
 PU2309
 PU2309'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 PU2309'RECOVERED AS DESCRIBED.
 PU2309
 PU2309                          STATION RECOVERY (2002)
 PU2309
 PU2309'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PU2309'RECOVERED AS DESCRIBED
 PU2309'
 PU2309
 PU2309                          STATION RECOVERY (2012)
 PU2309
 PU2309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JCC)
 PU2309'MARK WAS DESTROYED BY SERVICE ROAD RE-ALIGNMENT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0940 ***********************************************************************
 QS0940  DESIGNATION -  BLACK
 QS0940  PID         -  QS0940
 QS0940  STATE/COUNTY-  SD/CORSON
 QS0940  COUNTRY     -  US
 QS0940  USGS QUAD   -  BLACK HORSE BUTTE (2017)
 QS0940
 QS0940                         *CURRENT SURVEY CONTROL
 QS0940  ______________________________________________________________________
 QS0940* NAD 83(1996) POSITION- 45 37 08.94707(N) 101 53 02.59034(W)   ADJUSTED
 QS0940* NAVD 88 ORTHO HEIGHT -   800.3   (meters)     2626.    (feet) VERTCON3
 QS0940  ______________________________________________________________________
 QS0940  GEOID HEIGHT    -        -19.558 (meters)                     GEOID18
 QS0940  LAPLACE CORR    -         -6.81  (seconds)                    DEFLEC18
 QS0940  HORZ ORDER      -  FIRST
 QS0940
 QS0940.The horizontal coordinates were established by classical geodetic methods
 QS0940.and adjusted by the National Geodetic Survey in January 1998.
 QS0940
 QS0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0940
 QS0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0940.GEOID18 height accuracy estimate available here.
 QS0940
 QS0940.Click photographs - Photos may exist for this station.
 QS0940
 QS0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0940
 QS0940. The following values were computed from the NAD 83(1996) position.
 QS0940
 QS0940;                    North         East     Units Scale Factor Converg.
 QS0940;SPC SD N     -   200,160.468   453,071.979   MT  0.99998824   -1 20 00.3
 QS0940;SPC SD N     -   656,693.14  1,486,453.65   sFT  0.99998824   -1 20 00.3
 QS0940;UTM  14      - 5,055,780.234   275,155.858   MT  1.00022159   -2 03 43.6
 QS0940
 QS0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0940!SPC SD N     -   0.99987762  x   0.99998824  =   0.99986586
 QS0940!UTM  14      -   0.99987762  x   1.00022159  =   1.00009918
 QS0940
 QS0940:                Primary Azimuth Mark                     Grid Az
 QS0940:SPC SD N     -  BLACK AZ MK                              236 04 34.8
 QS0940:UTM  14      -  BLACK AZ MK                              236 48 18.1
 QS0940
 QS0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7515555780(NAD 83)
 QS0940
 QS0940|---------------------------------------------------------------------|
 QS0940| PID    Reference Object                     Distance      Geod. Az  |
 QS0940|                                                           dddmmss.s |
 QS0940| CQ7086 BLACK RM 2                            8.439 METERS 00250     |
 QS0940| CQ7084 BLACK AZ MK                                        2344434.5 |
 QS0940| CQ7085 BLACK RM 1                            8.540 METERS 24911     |
 QS0940|---------------------------------------------------------------------|
 QS0940
 QS0940                          SUPERSEDED SURVEY CONTROL
 QS0940
 QS0940  NAD 83(1986)-  45 37 08.93844(N)    101 53 02.58823(W) AD(       ) 1
 QS0940  NAD 27      -  45 37 08.98400(N)    101 53 01.09400(W) AD(       ) 1
 QS0940  NGVD 29 (07/19/86)  799.8    (m)         2624.     (f) VERT ANG       
 QS0940
 QS0940.Superseded values are not recommended for survey control.
 QS0940
 QS0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0940.See file dsdata.pdf to determine how the superseded data were derived.
 QS0940
 QS0940_MARKER: DS = TRIANGULATION STATION DISK
 QS0940_SETTING: 66 = SET IN ROCK OUTCROP
 QS0940_STAMPING: BLACK 1951
 QS0940_MARK LOGO: CGS
 QS0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0940+STABILITY: POSITION/ELEVATION WELL
 QS0940
 QS0940  HISTORY     - Date     Condition        Report By
 QS0940  HISTORY     - 1951     MONUMENTED       CGS
 QS0940  HISTORY     - 1952     GOOD             CGS
 QS0940  HISTORY     - 1954     GOOD             CGS
 QS0940
 QS0940                          STATION DESCRIPTION
 QS0940
 QS0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0940'THE STATION IS LOCATED ON A HIGH PROMINENT BUTTE, KNOWN AS THE
 QS0940'BLACK HORSE BUTTE, ABOUT 6 MILES EAST OF THE PERKINS AND CORSON
 QS0940'COUNTY LINE, AND 3 MILES NORTH AND 2 MILES EAST OF THE SMALL
 QS0940'SETTLEMENT OF ATHBOY.
 QS0940'
 QS0940'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 QS0940'73, 2.5 MILES EAST OF MEADOW, GO NORTH ON THE LATTER FOR 3.15
 QS0940'MILES TO A CROSSROAD.  TURN RIGHT, EAST, AND FOLLOW THE MAIN
 QS0940'GRAVEL ROAD FOR 12.5 MILES TO THE SMALL SETTLEMENT OF ATHBOY.
 QS0940'CONTINUE EASTERLY ON THE MAIN ROAD FOR 2.1 MILES TO A CROSSROAD.
 QS0940'TURN LEFT, NORTH, AND FOLLOW THE MAIN TRACK ROAD FOR 0.55 MILE
 QS0940'TO A GATE.  GO THROUGH GATE, AND CONTINUE NORTHERLY ON A DIM
 QS0940'TRACK ROAD FOR 0.85 MILE TO A POND.  CROSS ON FILL AND
 QS0940'CONTINUE NORTHERLY ON A DIM TRACK ROAD AND ACROSS PASTURE FOR
 QS0940'APPROXIMATELY 1.6 MILES TO A GATE ON THE SOUTH SIDE OF THE BUTTE.  GO
 QS0940'THROUGH GATE AND GO FOR 0.1 MILE TO THE BASE OF THE BUTTE AND THE
 QS0940'END OF TRUCK TRAVEL.  PACK NORTHERLY UP STEEP SLOPE TO THE TOP AND
 QS0940'THE STATION.  A 10 MINUTE PACK.  NOTE.  A FOUR-WHEEL DRIVE
 QS0940'TRUCK CAN BE DRIVEN UP TO THE STATION FROM THE EAST SIDE.
 QS0940'
 QS0940'TO REACH THE AZIMUTH MARK FROM THE GATE, GO WEST ON THE SOUTH
 QS0940'SIDE OF THE FENCE LINE FOR 0.25 MILE TO THE AZIMUTH MARK AS
 QS0940'DESCRIBED.
 QS0940'
 QS0940'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QS0940'OUTCROPPING BEDROCK.  THE DISK IS FLUSH WITH THE ROCK, AND IT IS
 QS0940'STAMPED BLACK 1951.
 QS0940'
 QS0940'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QS0940'IN OUTCROPPING BEDROCK.  IT IS STAMPED BLACK NO 1 1951.
 QS0940'
 QS0940'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 QS0940'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BLACK NO 2 1951.
 QS0940'
 QS0940'THE AZIMUTH MARK IS 97 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 QS0940'50 FEET SOUTH OF A FENCE LINE, AND 4 FEET EAST OF A WITNESS
 QS0940'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QS0940'CONCRETE CYLINDER, PROJECTING 8 INCHES, AND THE DISK IS STAMPED
 QS0940'BLACK 1951.
 QS0940
 QS0940                          STATION RECOVERY (1952)
 QS0940
 QS0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0940'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QS0940'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QS0940
 QS0940                          STATION RECOVERY (1954)
 QS0940
 QS0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QS0940'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 QS0940'IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2569 ***********************************************************************
 PU2569  DESIGNATION -  BLACK AZ MK
 PU2569  PID         -  PU2569
 PU2569  STATE/COUNTY-  SD/MEADE
 PU2569  COUNTRY     -  US
 PU2569  USGS QUAD   -  BLACKHAWK (2017)
 PU2569
 PU2569                         *CURRENT SURVEY CONTROL
 PU2569  ______________________________________________________________________
 PU2569* NAD 83(1986) POSITION- 44 10 09.12   (N) 103 19 17.28   (W)   HD_HELD1
 PU2569* NAVD 88 ORTHO HEIGHT -  1104.775 (meters)     3624.58  (feet) ADJUSTED
 PU2569  ______________________________________________________________________
 PU2569  GEOID HEIGHT    -        -15.429 (meters)                     GEOID18
 PU2569  DYNAMIC HEIGHT  -       1104.393 (meters)     3623.33  (feet) COMP
 PU2569  MODELED GRAVITY -    980,234.1   (mgal)                       NAVD 88
 PU2569
 PU2569  VERT ORDER      -  FIRST     CLASS II
 PU2569
 PU2569.The horizontal coordinates were determined by differentially corrected
 PU2569.hand held GPS observations or other comparable positioning techniques
 PU2569.and have an estimated accuracy of +/- 3 meters.
 PU2569
 PU2569.The orthometric height was determined by differential leveling and
 PU2569.adjusted by the NATIONAL GEODETIC SURVEY
 PU2569.in September 1993.
 PU2569
 PU2569.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2569.GEOID18 height accuracy estimate available here.
 PU2569
 PU2569.Click photographs - Photos may exist for this station.
 PU2569
 PU2569.The dynamic height is computed by dividing the NAVD 88
 PU2569.geopotential number by the normal gravity value computed on the
 PU2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2569.degrees latitude (g = 980.6199 gals.).
 PU2569
 PU2569.The modeled gravity was interpolated from observed gravity values.
 PU2569
 PU2569;                    North         East    Units  Estimated Accuracy
 PU2569;SPC SD N     -    42,771.9     334,415.5     MT  (+/- 3 meters HH1 GPS) 
 PU2569
 PU2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3419292035(NAD 83)
 PU2569
 PU2569                          SUPERSEDED SURVEY CONTROL
 PU2569
 PU2569.No superseded survey control is available for this station.
 PU2569
 PU2569_MARKER: DZ = AZIMUTH MARK DISK
 PU2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2569_STAMPING: BLACK 1950
 PU2569_MARK LOGO: CGS
 PU2569_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2569+STABILITY: SURFACE MOTION
 PU2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2569+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2569
 PU2569  HISTORY     - Date     Condition        Report By
 PU2569  HISTORY     - 1950     MONUMENTED       CGS
 PU2569  HISTORY     - 19820812 GOOD             NGS
 PU2569  HISTORY     - 19910819 GOOD             NGS
 PU2569  HISTORY     - 20120330 MARK NOT FOUND   INDIV
 PU2569
 PU2569                          STATION DESCRIPTION
 PU2569
 PU2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PU2569'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) NORTHWEST OF BLACK HAWK,
 PU2569'ALONG THE WEST SIDE OF AN ASPHALT ROAD.  TO REACH THE STATION FROM THE
 PU2569'POST OFFICE IN BLACK HAWK, GO NORTHWEST ALONG ASPHALT ROAD FOR 2.1 KM
 PU2569'(1.30 MI) TO THE MARK ON THE LEFT.  THE STATION IS A STANDARD CGS
 PU2569'AZIMUTH DISK STAMPED--BLACK 1950 SET INTO THE TOP OF A ROUND CONCRETE
 PU2569'MONUMENT(30 CM)(12 INCHES) IN DIAMETER AND PROJECTS 10 CM (4 INCHES) .
 PU2569'IT IS 11.3 M (37.1 FT) WEST SOUTHWEST OF THE CENTER OF THE ASPHALT
 PU2569'ROAD, 10.5 M (34.4 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED
 PU2569'ROAD, 0.8 M (2.6 FT) NORTHEAST OF A FENCE AND 0.4 M (1.3 FT) WEST OF A
 PU2569'METAL WITNESS POST.
 PU2569
 PU2569                          STATION RECOVERY (1991)
 PU2569
 PU2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2569'2.0 KM (1.25 MI) NORTHWESTERLY ALONG STATE HIGHWAY 79 FROM THE POST
 PU2569'OFFICE IN BLACKHAWK, 8.6 M (28.2 FT) SOUTHWEST OF THE CENTERLINE OF
 PU2569'THE HIGHWAY, 6.2 M (20.3 FT) SOUTH OF THE CENTER OF A PAVED ROAD
 PU2569'LEADING WEST, 0.4 M (1.3 FT) WEST OF A WITNESS POST, LEVEL WITH THE
 PU2569'HIGHWAY, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 PU2569'SURFACE.
 PU2569
 PU2569                          STATION RECOVERY (2012)
 PU2569
 PU2569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2569'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2348 ***********************************************************************
 PU2348  DESIGNATION -  BLACK HILLS AIRPORT BEACON
 PU2348  PID         -  PU2348
 PU2348  STATE/COUNTY-  SD/LAWRENCE
 PU2348  COUNTRY     -  US
 PU2348  USGS QUAD   -  SPEARFISH (2017)
 PU2348
 PU2348                         *CURRENT SURVEY CONTROL
 PU2348  ______________________________________________________________________
 PU2348* NAD 83(1996) POSITION- 44 28 28.40988(N) 103 46 43.19289(W)   ADJUSTED
 PU2348  ______________________________________________________________________
 PU2348  GEOID HEIGHT    -        -14.571 (meters)                     GEOID18
 PU2348  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC18
 PU2348  HORZ ORDER      -  THIRD
 PU2348
 PU2348.This mark is at Black Hills-Clyde Ice Fld Airport (SPF)
 PU2348
 PU2348.The horizontal coordinates were established by classical geodetic methods
 PU2348.and adjusted by the National Geodetic Survey in January 1998.
 PU2348
 PU2348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2348.GEOID18 height accuracy estimate available here.
 PU2348
 PU2348.Click photographs - Photos may exist for this station.
 PU2348
 PU2348.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2348
 PU2348. The following values were computed from the NAD 83(1996) position.
 PU2348
 PU2348;                    North         East     Units Scale Factor Converg.
 PU2348;SPC SD N     -    78,269.608   299,466.132   MT  0.99998941   -2 40 27.5
 PU2348;SPC SD N     -   256,789.54    982,498.47   sFT  0.99998941   -2 40 27.5
 PU2348;UTM  13      - 4,925,308.555   597,135.769   MT  0.99971603   +0 51 20.6
 PU2348
 PU2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9713525308(NAD 83)
 PU2348
 PU2348                          SUPERSEDED SURVEY CONTROL
 PU2348
 PU2348  NAD 83(1993)-  44 28 28.40380(N)    103 46 43.19496(W) AD(       ) 3
 PU2348  NAD 83(1986)-  44 28 28.40153(N)    103 46 43.18577(W) AD(       ) 3
 PU2348  NAD 27      -  44 28 28.46000(N)    103 46 41.46500(W) AD(       ) 3
 PU2348
 PU2348.Superseded values are not recommended for survey control.
 PU2348
 PU2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2348.See file dsdata.pdf to determine how the superseded data were derived.
 PU2348
 PU2348_MARKER: 21 = AIRPORT BEACON
 PU2348
 PU2348  HISTORY     - Date     Condition        Report By
 PU2348  HISTORY     - 1962     FIRST OBSERVED   CGS
 PU2348
 PU2348                          STATION DESCRIPTION
 PU2348
 PU2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2348'THE STATION IS LOCATED 4 MILES EAST OF SPEARFISH AT THE BLACK
 PU2348'HILLS AIRPORT.
 PU2348'
 PU2348'TO REACH THE STATION FROM THE POST OFFICE IN SPEARFISH, GO SOUTH
 PU2348'AND EAST ON U.S. HIGHWAYS 14 AND 85 FOR 4.2 MILES TO THE STATION
 PU2348'ON THE LEFT AS DESCRIBED.
 PU2348'
 PU2348'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED AND
 PU2348'WHITE WITH A LARGE BEACON ON THE TOP AND IS 60 FEET IN HEIGHT.
 PU2348'IT IS 45 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 14 AND 85,
 PU2348'26 FEET WEST OF THE CONTROL TOWER AND 18 FEET SOUTHEAST OF THE
 PU2348'SOUTHEAST CORNER OF A HANGAR.
 PU2348'
 PU2348'THE TOP AND CENTER OF THE BEACON WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2593 ***********************************************************************
 PU2593  DESIGNATION -  BLACK RM 1
 PU2593  PID         -  PU2593
 PU2593  STATE/COUNTY-  SD/MEADE
 PU2593  COUNTRY     -  US
 PU2593  USGS QUAD   -  BLACKHAWK (2017)
 PU2593
 PU2593                         *CURRENT SURVEY CONTROL
 PU2593  ______________________________________________________________________
 PU2593* NAD 83(1986) POSITION- 44 10 20.93   (N) 103 19 31.58   (W)   HD_HELD1
 PU2593* NAVD 88 ORTHO HEIGHT -  1121.935 (meters)     3680.88  (feet) ADJUSTED
 PU2593  ______________________________________________________________________
 PU2593  GEOID HEIGHT    -        -15.415 (meters)                     GEOID18
 PU2593  DYNAMIC HEIGHT  -       1121.550 (meters)     3679.62  (feet) COMP
 PU2593  MODELED GRAVITY -    980,236.5   (mgal)                       NAVD 88
 PU2593
 PU2593  VERT ORDER      -  FIRST     CLASS II
 PU2593
 PU2593.The horizontal coordinates were determined by differentially corrected
 PU2593.hand held GPS observations or other comparable positioning techniques
 PU2593.and have an estimated accuracy of +/- 3 meters.
 PU2593
 PU2593.The orthometric height was determined by differential leveling and
 PU2593.adjusted by the NATIONAL GEODETIC SURVEY
 PU2593.in September 1993.
 PU2593
 PU2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2593.GEOID18 height accuracy estimate available here.
 PU2593
 PU2593.Click photographs - Photos may exist for this station.
 PU2593
 PU2593.The dynamic height is computed by dividing the NAVD 88
 PU2593.geopotential number by the normal gravity value computed on the
 PU2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2593.degrees latitude (g = 980.6199 gals.).
 PU2593
 PU2593.The modeled gravity was interpolated from observed gravity values.
 PU2593
 PU2593;                    North         East    Units  Estimated Accuracy
 PU2593;SPC SD N     -    43,149.1     334,113.1     MT  (+/- 3 meters HH1 GPS) 
 PU2593
 PU2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3386792393(NAD 83)
 PU2593
 PU2593                          SUPERSEDED SURVEY CONTROL
 PU2593
 PU2593.No superseded survey control is available for this station.
 PU2593
 PU2593_MARKER: DR = REFERENCE MARK DISK
 PU2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2593_STAMPING: BLACK NO 1 1950
 PU2593_MARK LOGO: CGS
 PU2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2593+STABILITY: SURFACE MOTION
 PU2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2593+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1991
 PU2593
 PU2593  HISTORY     - Date     Condition        Report By
 PU2593  HISTORY     - 1950     MONUMENTED       CGS
 PU2593  HISTORY     - 19910816 GOOD             NGS
 PU2593  HISTORY     - 20120330 MARK NOT FOUND   INDIV
 PU2593
 PU2593                          STATION DESCRIPTION
 PU2593
 PU2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2593'2.5 KM (1.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 79 FROM THE POST
 PU2593'OFFICE IN BLACKHAWK, 31.2 M (102.4 FT) WEST OF A UTILITY POLE WITH 1
 PU2593'GUY CABLE, 11.6 M (38.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PU2593'HIGHWAY, 9.4 M (30.8 FT) SOUTHEAST OF TRIANGULATION STATION BLACK,
 PU2593'3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PU2593'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 PU2593
 PU2593                          STATION RECOVERY (2012)
 PU2593
 PU2593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2593'DESTROYED BY ROAD CONST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2594 ***********************************************************************
 PU2594  DESIGNATION -  BLACK RM 2
 PU2594  PID         -  PU2594
 PU2594  STATE/COUNTY-  SD/MEADE
 PU2594  COUNTRY     -  US
 PU2594  USGS QUAD   -  BLACKHAWK (2017)
 PU2594
 PU2594                         *CURRENT SURVEY CONTROL
 PU2594  ______________________________________________________________________
 PU2594* NAD 83(1986) POSITION- 44 10 20.88   (N) 103 19 32.22   (W)   HD_HELD1
 PU2594* NAVD 88 ORTHO HEIGHT -  1123.208 (meters)     3685.06  (feet) ADJUSTED
 PU2594  ______________________________________________________________________
 PU2594  GEOID HEIGHT    -        -15.414 (meters)                     GEOID18
 PU2594  DYNAMIC HEIGHT  -       1122.823 (meters)     3683.80  (feet) COMP
 PU2594  MODELED GRAVITY -    980,236.5   (mgal)                       NAVD 88
 PU2594
 PU2594  VERT ORDER      -  FIRST     CLASS II
 PU2594
 PU2594.The horizontal coordinates were determined by differentially corrected
 PU2594.hand held GPS observations or other comparable positioning techniques
 PU2594.and have an estimated accuracy of +/- 3 meters.
 PU2594
 PU2594.The orthometric height was determined by differential leveling and
 PU2594.adjusted by the NATIONAL GEODETIC SURVEY
 PU2594.in September 1993.
 PU2594
 PU2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2594.GEOID18 height accuracy estimate available here.
 PU2594
 PU2594.Click photographs - Photos may exist for this station.
 PU2594
 PU2594.The dynamic height is computed by dividing the NAVD 88
 PU2594.geopotential number by the normal gravity value computed on the
 PU2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2594.degrees latitude (g = 980.6199 gals.).
 PU2594
 PU2594.The modeled gravity was interpolated from observed gravity values.
 PU2594
 PU2594;                    North         East    Units  Estimated Accuracy
 PU2594;SPC SD N     -    43,148.2     334,098.8     MT  (+/- 3 meters HH1 GPS) 
 PU2594
 PU2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3385392391(NAD 83)
 PU2594
 PU2594                          SUPERSEDED SURVEY CONTROL
 PU2594
 PU2594.No superseded survey control is available for this station.
 PU2594
 PU2594_MARKER: DR = REFERENCE MARK DISK
 PU2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2594_STAMPING: BLACK NO 2 1950
 PU2594_MARK LOGO: CGS
 PU2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2594+STABILITY: SURFACE MOTION
 PU2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2594+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1991
 PU2594
 PU2594  HISTORY     - Date     Condition        Report By
 PU2594  HISTORY     - 1950     MONUMENTED       CGS
 PU2594  HISTORY     - 19910816 GOOD             NGS
 PU2594  HISTORY     - 20120330 MARK NOT FOUND   INDIV
 PU2594
 PU2594                          STATION DESCRIPTION
 PU2594
 PU2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2594'2.5 KM (1.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 79 FROM THE POST
 PU2594'OFFICE IN BLACKHAWK, 45.2 M (148.3 FT) WEST OF A UTILITY POLE WITH 1
 PU2594'GUY CABLE, 21.6 M (70.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PU2594'HIGHWAY, 9.9 M (32.5 FT) SOUTHEAST OF TRIANGULATION STATION BLACK,
 PU2594'3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PU2594'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 PU2594
 PU2594                          STATION RECOVERY (2012)
 PU2594
 PU2594'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2594'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DJ8560 ***********************************************************************
 DJ8560  DESIGNATION -  BLACKTAIL CENTENNIAL
 DJ8560  PID         -  DJ8560
 DJ8560  STATE/COUNTY-  SD/PERKINS
 DJ8560  COUNTRY     -  US
 DJ8560  USGS QUAD   -  MEADOW NW (2017)
 DJ8560
 DJ8560                         *CURRENT SURVEY CONTROL
 DJ8560  ______________________________________________________________________
 DJ8560* NAD 83(2011) POSITION- 45 43 08.48338(N) 102 09 32.20452(W)   ADJUSTED
 DJ8560* NAD 83(2011) ELLIP HT-   697.117 (meters)        (06/27/12)   ADJUSTED
 DJ8560* NAD 83(2011) EPOCH   -  2010.00
 DJ8560* NAVD 88 ORTHO HEIGHT -   716.0   (meters)     2349.    (feet) GPS OBS
 DJ8560  ______________________________________________________________________
 DJ8560  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ8560  GEOID HEIGHT    -        -18.882 (meters)                     GEOID03
 DJ8560  GEOID HEIGHT    -        -18.945 (meters)                     GEOID18
 DJ8560  NAD 83(2011) X  -   -939,641.463 (meters)                     COMP
 DJ8560  NAD 83(2011) Y  - -4,361,140.411 (meters)                     COMP
 DJ8560  NAD 83(2011) Z  -  4,543,997.325 (meters)                     COMP
 DJ8560  LAPLACE CORR    -         -7.56  (seconds)                    DEFLEC18
 DJ8560
 DJ8560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8560  Standards:
 DJ8560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8560  -------------------------------------------------------------------
 DJ8560  NETWORK    0.56   1.08           0.26   0.18   0.55     -0.00719893
 DJ8560  -------------------------------------------------------------------
 DJ8560  Click here for local accuracies and other accuracy information.
 DJ8560
 DJ8560.The horizontal coordinates were established by GPS observations
 DJ8560.and adjusted by the National Geodetic Survey in June 2012.
 DJ8560
 DJ8560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8560.been affixed to the stable North American tectonic plate. See 
 DJ8560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ8560
 DJ8560.The horizontal coordinates are valid at the epoch date displayed above
 DJ8560.which is a decimal equivalence of Year/Month/Day.
 DJ8560
 DJ8560.The orthometric height was determined by GPS observations and a
 DJ8560.high-resolution geoid model.
 DJ8560
 DJ8560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8560.GEOID18 height accuracy estimate available here.
 DJ8560
 DJ8560.Click photographs - Photos may exist for this station.
 DJ8560
 DJ8560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8560
 DJ8560.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ8560
 DJ8560.The ellipsoidal height was determined by GPS observations
 DJ8560.and is referenced to NAD 83.
 DJ8560
 DJ8560. The following values were computed from the NAD 83(2011) position.
 DJ8560
 DJ8560;                    North         East     Units Scale Factor Converg.
 DJ8560;SPC SD N     -   211,791.956   431,935.182   MT  1.00000708   -1 31 40.7
 DJ8560;SPC SD N     -   694,854.11  1,417,107.34   sFT  1.00000708   -1 31 40.7
 DJ8560;UTM  13      - 5,066,755.860   721,098.108   MT  1.00020103   +2 02 05.3
 DJ8560
 DJ8560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8560!SPC SD N     -   0.99989072  x   1.00000708  =   0.99989780
 DJ8560!UTM  13      -   0.99989072  x   1.00020103  =   1.00009173
 DJ8560
 DJ8560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2109866755(NAD 83)
 DJ8560
 DJ8560                          SUPERSEDED SURVEY CONTROL
 DJ8560
 DJ8560  NAD 83(2007)-  45 43 08.48325(N)    102 09 32.20485(W) AD(2002.00) A
 DJ8560  ELLIP H (11/20/07)  697.132  (m)                       GP(2002.00) 3 2
 DJ8560
 DJ8560.Superseded values are not recommended for survey control.
 DJ8560
 DJ8560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8560.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8560
 DJ8560_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ8560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8560_STAMPING: BLACKTAIL
 DJ8560_MARK LOGO: USFS
 DJ8560_PROJECTION: FLUSH
 DJ8560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ8560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8560+STABILITY: SURFACE MOTION
 DJ8560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8560+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 DJ8560
 DJ8560  HISTORY     - Date     Condition        Report By
 DJ8560  HISTORY     - 20060605 MONUMENTED       USFS
 DJ8560  HISTORY     - 20060713 GOOD             USFS
 DJ8560
 DJ8560                          STATION DESCRIPTION
 DJ8560
 DJ8560'DESCRIBED BY US FOREST SERVICE 2006 (MSA)
 DJ8560'THE MARK IS LOCATED ABOUT 19.1 MI (30.7 KM) NORTHEAST OF BISON, 15.5
 DJ8560'MI (24.9 KM) SOUTH OF LEMMON, 13.0 MI (20.9 KM) NORTH OF MEADOW, IN
 DJ8560'SECTION 4, T20N, R16E AND IN BLACKTAIL PICNIC AREA. OWNERSHIP--USDA
 DJ8560'FOREST SERVICE, GRAND RIVER RANGER DISTRICT, 1005 FIFTH AVENUE WEST,
 DJ8560'POST OFFICE BOX 390, LEMMON, STORM DRAIN 57638.  PHONE (605) 374-3592.
 DJ8560'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 DJ8560'HIGHWAY 73 GO SOUTH ON HIGHWAY 73 FOR 16.3 MI (26.2 KM) TO THE
 DJ8560'INTERSECTION OF NATIONAL FOREST SERVICE ROAD 5626.  TURN LEFT AND GO
 DJ8560'EAST ON NFSR 5626 FOR 0.342 MI (0.6 KM) TO THE INTERSECTION OF NFSR
 DJ8560'5740.  TURN LEFT AND GO NORTH FOR 1.036 MI (1.7 KM) TO THE BLACKTAIL
 DJ8560'PICNIC AREA AND THE STATION ON THE LEFT.
 DJ8560'
 DJ8560'THE STATION IS A STAINLESS STEEL DISK IN TOP OF A 4.5 FT (1.4 M) BY
 DJ8560'1.5 FT (0.5 M) DIAMETER CONCRETE PIER SET ON SOLID SANDSTONE WITH
 DJ8560'THREE 0.5 INCH (1 CM) REBAR CONNECTING IT TO A 4 FT (1.2 M) BY 4 FT
 DJ8560'(1.2 M) BY 4 INCH (10 CM) THICK CONCRETE SLAB SURROUNDING THE
 DJ8560'MONUMENT.  THE DISK READS GRAND RIVER RANGER DISTRICT, 100 YEARS OF
 DJ8560'CARING FOR THE LAND AND SERVING THE PEOPLE, FOREST SERVICE, DEPARTMENT
 DJ8560'OF AGRICULTURE, BLACKTAIL, 1905 - 2005, DAKOTA PRAIRIE GRASSLANDS.  IT
 DJ8560'IS  33.6 FT (10.2 M) NORTHEAST OF THE SOUTH 1/4 CORNER, 15.55 FT (4.7
 DJ8560'M) NORTHEAST OF THE SOUTHEAST CORNER OF A SST TOILET AND 7.15 FT (2.2
 DJ8560'M) SOUTHEAST OF THE SOUTHEAST CORNER OF A KIOSK POSTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1138 ***********************************************************************
 PU1138  DESIGNATION -  BLAIR AZ MK
 PU1138  PID         -  PU1138
 PU1138  STATE/COUNTY-  SD/MEADE
 PU1138  COUNTRY     -  US
 PU1138  USGS QUAD   -  VALE (2017)
 PU1138
 PU1138                         *CURRENT SURVEY CONTROL
 PU1138  ______________________________________________________________________
 PU1138* NAD 83(1986) POSITION- 44 30 17.     (N) 103 26 53.     (W)   SCALED
 PU1138* NAVD 88 ORTHO HEIGHT -   943.686 (meters)     3096.08  (feet) ADJUSTED
 PU1138  ______________________________________________________________________
 PU1138  GEOID HEIGHT    -        -15.918 (meters)                     GEOID18
 PU1138  DYNAMIC HEIGHT  -        943.409 (meters)     3095.17  (feet) COMP
 PU1138  MODELED GRAVITY -    980,292.1   (mgal)                       NAVD 88
 PU1138
 PU1138  VERT ORDER      -  SECOND    CLASS 0
 PU1138
 PU1138.The horizontal coordinates were scaled from a map and have
 PU1138.an estimated accuracy of +/- 6 seconds.
 PU1138
 PU1138.The orthometric height was determined by differential leveling and
 PU1138.adjusted by the NATIONAL GEODETIC SURVEY
 PU1138.in June 1991.
 PU1138
 PU1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1138.GEOID18 height accuracy estimate available here.
 PU1138
 PU1138.Click photographs - Photos may exist for this station.
 PU1138
 PU1138.The dynamic height is computed by dividing the NAVD 88
 PU1138.geopotential number by the normal gravity value computed on the
 PU1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1138.degrees latitude (g = 980.6199 gals.).
 PU1138
 PU1138.The modeled gravity was interpolated from observed gravity values.
 PU1138
 PU1138;                    North         East    Units  Estimated Accuracy
 PU1138;SPC SD N     -    80,450.      325,890.      MT  (+/- 180 meters Scaled)
 PU1138
 PU1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK233291(NAD 83)
 PU1138
 PU1138                          SUPERSEDED SURVEY CONTROL
 PU1138
 PU1138  NGVD 29 (??/??/92)  943.184  (m)         3094.43   (f) ADJ UNCH    2 0
 PU1138
 PU1138.Superseded values are not recommended for survey control.
 PU1138
 PU1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1138.See file dsdata.pdf to determine how the superseded data were derived.
 PU1138
 PU1138_MARKER: DZ = AZIMUTH MARK DISK
 PU1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1138_STAMPING: BLAIR 1962
 PU1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1138+STABILITY: SURFACE MOTION
 PU1138
 PU1138  HISTORY     - Date     Condition        Report By
 PU1138  HISTORY     - 1962     MONUMENTED       CGS
 PU1138
 PU1138                          STATION DESCRIPTION
 PU1138
 PU1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1138'9.8 MI S FROM VALE.
 PU1138'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1138'THENCE 8.5 MILES SOUTH ALONG STATE HIGHWAY 79, 0.1 MILE NORTH
 PU1138'OF THE JUNCTION OF A ROAD WEST, ON TOP OF A SMALL HILL, 75 FEET
 PU1138'WEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT EAST OF A
 PU1138'FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU1138'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1051 ***********************************************************************
 PT1051  DESIGNATION -  BLOOM
 PT1051  PID         -  PT1051
 PT1051  STATE/COUNTY-  SD/STANLEY
 PT1051  COUNTRY     -  US
 PT1051  USGS QUAD   -  WENDTE NE (2017)
 PT1051
 PT1051                         *CURRENT SURVEY CONTROL
 PT1051  ______________________________________________________________________
 PT1051* NAD 83(1996) POSITION- 44 12 30.79270(N) 100 33 11.37244(W)   ADJUSTED
 PT1051* NAVD 88 ORTHO HEIGHT -   615.    (meters)     2018.    (feet) SCALED
 PT1051  ______________________________________________________________________
 PT1051  GEOID HEIGHT    -        -23.699 (meters)                     GEOID18
 PT1051  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 PT1051  HORZ ORDER      -  THIRD
 PT1051
 PT1051.The horizontal coordinates were established by classical geodetic methods
 PT1051.and adjusted by the National Geodetic Survey in January 1998.
 PT1051
 PT1051.The orthometric height was scaled from a topographic map.
 PT1051
 PT1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1051.GEOID18 height accuracy estimate available here.
 PT1051
 PT1051.Click photographs - Photos may exist for this station.
 PT1051
 PT1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1051
 PT1051. The following values were computed from the NAD 83(1996) position.
 PT1051
 PT1051;                    North         East     Units Scale Factor Converg.
 PT1051;SPC SD S     -   208,350.127   582,431.221   MT  0.99995991   -0 09 05.9
 PT1051;SPC SD S     -   683,562.04  1,910,859.76   sFT  0.99995991   -0 09 05.9
 PT1051;UTM  14      - 4,896,209.702   375,913.426   MT  0.99978937   -1 04 59.2
 PT1051
 PT1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1051!SPC SD S     -   0.99990723  x   0.99995991  =   0.99986714
 PT1051!UTM  14      -   0.99990723  x   0.99978937  =   0.99969662
 PT1051
 PT1051:                Primary Azimuth Mark                     Grid Az
 PT1051:SPC SD S     -  BLOOM AZ MK                              192 20 39.1
 PT1051:UTM  14      -  BLOOM AZ MK                              193 16 32.4
 PT1051
 PT1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7591396209(NAD 83)
 PT1051
 PT1051|---------------------------------------------------------------------|
 PT1051| PID    Reference Object                     Distance      Geod. Az  |
 PT1051|                                                           dddmmss.s |
 PT1051| CO4403 BLOOM RM 1                           11.128 METERS 16911     |
 PT1051| CO4402 BLOOM AZ MK                                        1921133.2 |
 PT1051| CO4404 BLOOM RM 2                           12.073 METERS 34846     |
 PT1051|---------------------------------------------------------------------|
 PT1051
 PT1051                          SUPERSEDED SURVEY CONTROL
 PT1051
 PT1051  NAD 83(1986)-  44 12 30.78852(N)    100 33 11.37593(W) AD(       ) 3
 PT1051  NAD 27      -  44 12 30.85000(N)    100 33 09.88800(W) AD(       ) 3
 PT1051
 PT1051.Superseded values are not recommended for survey control.
 PT1051
 PT1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1051.See file dsdata.pdf to determine how the superseded data were derived.
 PT1051
 PT1051_MARKER: DS = TRIANGULATION STATION DISK
 PT1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1051_STAMPING: BLOOM 1952
 PT1051_MARK LOGO: CGS
 PT1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1051+STABILITY: SURFACE MOTION
 PT1051
 PT1051  HISTORY     - Date     Condition        Report By
 PT1051  HISTORY     - 1952     MONUMENTED       CGS
 PT1051  HISTORY     - 1963     GOOD             USAF
 PT1051
 PT1051                          STATION DESCRIPTION
 PT1051
 PT1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1051'THE STATION IS IN SECTION 19, T 3 N, R 30 E, 5.5 MILES SOUTHEAST
 PT1051'OF WENDTE, 4 MILES SOUTH OF THE BAD RIVER, ON A PROMINENT
 PT1051'ROUND TOP BUTTE AND ON LAND OWNED BY MR. CLAUDE BLOOM.
 PT1051'
 PT1051'TO REACH THE STATION FROM THE VILLAGE OF DRAPER, GO WEST ON
 PT1051'U.S. HIGHWAY 16 FOR 2.35 MILES TO A CROSS ROAD JUST EAST OF THE
 PT1051'JUNCTION OF U.S. HIGHWAY 16 AND THE OLD HIGHWAY, TURN RIGHT
 PT1051'(NORTH) AND GO 14.5 MILES TO A CROSS ROAD AND A SCHOOL HOUSE
 PT1051'ON THE LEFT, CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR
 PT1051'2.0 MILES TO A T-INTERSECTION AND FARM BUILDINGS ON THE LEFT,
 PT1051'TURN RIGHT (EAST) AND GO 1.1 MILES TO WHERE THE GRAVELED
 PT1051'ROAD TURNS SOUTH AND A GATE ON THE LEFT, TURN LEFT (NORTH)
 PT1051'THROUGH THE GATE AND GO 0.5 MILE ON A TRACK ROAD TO A GATE,
 PT1051'CONTINUE NORTHERLY THROUGH THE GATE FOR 0.65 MILE (AROUND
 PT1051'EAST SIDE OF LAKE) TO A GATE, GO THROUGH GATE AND CONTINUE
 PT1051'NORTHERLY ON THE TRACK ROAD FOR 0.55 MILE TO A GATE AND A
 PT1051'FORK, GO THROUGH GATE, TURN RIGHT, AND GO NORTHEASTERLY
 PT1051'ON THE TRACK ROAD FOR 1.1 MILES TO A FARM HOUSE, GO AROUND
 PT1051'EAST SIDE OF HOUSE, NORTHERLY, ACROSS TOP OF DAM FOR 0.2 MILE
 PT1051'TO A GATE, PASS THROUGH THE GATE AND GO NORTHERLY ON THE
 PT1051'TRACK ROAD FOR 0.95 MILE TO A GATE AND THE AZIMUTH MARK
 PT1051'AS DESCRIBED BELOW, GO THROUGH GATE AND CONTINUE
 PT1051'NORTHERLY FOR 0.5 MILE TO A T-INTERSECTION, CONTINUE
 PT1051'NORTHERLY ACROSS PASTURE LAND FOR 0.3 MILE TO TOP OF BUTTE
 PT1051'AND THE STATION MARK AS DESCRIBED ABOVE.
 PT1051'
 PT1051'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1051'BLOOM 1952.
 PT1051'
 PT1051'REFERENCE MARK 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1051'BLOOM NO 1 1952.
 PT1051'
 PT1051'REFERENCE MARK 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 PT1051'BLOOM NO 2 1952.
 PT1051'
 PT1051'THE AZIMUTH MARK IS 25 FEET EAST OF A WIRE FENCE CORNER, 3
 PT1051'FEET EAST OF A GATE POST AND 1 FOOT NORTH OF A WIRE FENCE.
 PT1051'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED BLOOM 1952.
 PT1051'
 PT1051'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1051
 PT1051                          STATION RECOVERY (1963)
 PT1051
 PT1051'RECOVERY NOTE BY US AIR FORCE 1963 (AWH)
 PT1051'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0760 ***********************************************************************
 QS0760  DESIGNATION -  BLUE
 QS0760  PID         -  QS0760
 QS0760  STATE/COUNTY-  SD/CORSON
 QS0760  COUNTRY     -  US
 QS0760  USGS QUAD   -  MOREAU NW (2017)
 QS0760
 QS0760                         *CURRENT SURVEY CONTROL
 QS0760  ______________________________________________________________________
 QS0760* NAD 83(1996) POSITION- 45 29 24.96066(N) 100 24 56.52576(W)   ADJUSTED
 QS0760* NAVD 88 ORTHO HEIGHT -   553.    (meters)     1814.    (feet) SCALED
 QS0760  ______________________________________________________________________
 QS0760  GEOID HEIGHT    -        -21.876 (meters)                     GEOID18
 QS0760  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 QS0760  HORZ ORDER      -  SECOND
 QS0760
 QS0760.The horizontal coordinates were established by classical geodetic methods
 QS0760.and adjusted by the National Geodetic Survey in January 1998.
 QS0760
 QS0760.The orthometric height was scaled from a topographic map.
 QS0760
 QS0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0760.GEOID18 height accuracy estimate available here.
 QS0760
 QS0760.Click photographs - Photos may exist for this station.
 QS0760
 QS0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0760
 QS0760. The following values were computed from the NAD 83(1996) position.
 QS0760
 QS0760;                    North         East     Units Scale Factor Converg.
 QS0760;SPC SD N     -   184,209.816   567,505.138   MT  0.99996845   -0 17 39.1
 QS0760;SPC SD N     -   604,361.70  1,861,889.77   sFT  0.99996845   -0 17 39.1
 QS0760;UTM  14      - 5,038,389.898   389,376.884   MT  0.99975046   -1 00 34.9
 QS0760
 QS0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0760!SPC SD N     -   0.99991668  x   0.99996845  =   0.99988514
 QS0760!UTM  14      -   0.99991668  x   0.99975046  =   0.99966716
 QS0760
 QS0760:                Primary Azimuth Mark                     Grid Az
 QS0760:SPC SD N     -  BLUE AZ MK                               301 13 03.7
 QS0760:UTM  14      -  BLUE AZ MK                               301 55 59.5
 QS0760
 QS0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8937638389(NAD 83)
 QS0760
 QS0760|---------------------------------------------------------------------|
 QS0760| PID    Reference Object                     Distance      Geod. Az  |
 QS0760|                                                           dddmmss.s |
 QS0760| CQ5726 BLUE RM 1                            10.461 METERS 06231     |
 QS0760| CQ5727 BLUE RM 2                            11.988 METERS 15016     |
 QS0760| CO4405 BLUE AZ MK                                         3005524.6 |
 QS0760| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX. 5.0 KM 3453304.7 |
 QS0760|---------------------------------------------------------------------|
 QS0760
 QS0760                          SUPERSEDED SURVEY CONTROL
 QS0760
 QS0760  NAD 83(1986)-  45 29 24.95138(N)    100 24 56.52450(W) AD(       ) 2
 QS0760  NAD 27      -  45 29 24.97500(N)    100 24 55.04100(W) AD(       ) 2
 QS0760
 QS0760.Superseded values are not recommended for survey control.
 QS0760
 QS0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0760.See file dsdata.pdf to determine how the superseded data were derived.
 QS0760
 QS0760_MARKER: DS = TRIANGULATION STATION DISK
 QS0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0760_STAMPING: BLUE 1948
 QS0760_MARK LOGO: CGS
 QS0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0760+STABILITY: SURFACE MOTION
 QS0760
 QS0760  HISTORY     - Date     Condition        Report By
 QS0760  HISTORY     - 1948     MONUMENTED       CGS
 QS0760  HISTORY     - 1967     GOOD             USGS
 QS0760  HISTORY     - 1969     GOOD             USAF
 QS0760
 QS0760                          STATION DESCRIPTION
 QS0760
 QS0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0760'LOCATED 3-1/4 MILES SOUTH-SOUTHEAST OF MOBRIDGE, 1 MILE
 QS0760'WEST OF THE MISSOURI RIVER, IN THE SW 1/4 OF SEC. 27, T. 18 N,
 QS0760'R 30 E., ON A HIGH RIDGE OVERLOOKING THE TOWN OF MOBRIDGE
 QS0760'AND ON LAND OWNED BY THE SIOUX INDIAN TRIBE.  IT IS 36 FEET
 QS0760'EAST OF THE CENTER OF A WAGON ROAD AND 12 FEET NORTHWEST OF A
 QS0760'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 QS0760'IS STAMPED BLUE 1948.
 QS0760'
 QS0760'REFERENCE MARK NO. 1 IS 34.32 FEET NORTHEAST OF THE STATION.
 QS0760'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BLUE NO 1 1948.
 QS0760'
 QS0760'REFERENCE MARK NO. 2 IS 39.33 FEET SOUTHEAST OF THE STATION.
 QS0760'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BLUE NO
 QS0760'2 1948.
 QS0760'
 QS0760'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS
 QS0760'11 FEET NORTH OF THE CENTER OF THE WAGON ROAD AND 4 FEET EAST
 QS0760'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QS0760'IS STAMPED BLUE 1948.
 QS0760'
 QS0760'TO REACH THE STATION FROM THE POST OFFICE IN MOBRIDGE, GO
 QS0760'NORTH ON MAIN STREET 1 BLOCK, TURN LEFT AND GO WESTERLY ON
 QS0760'U.S. HIGHWAY 12 FOR 3.85 MILES TO A CROSSROADS AND THE JUNCTION
 QS0760'OF STATE HIGHWAY 8, TURN LEFT ON HIGHWAY 8 AND GO 0.05
 QS0760'MILE TO A DIRT ROAD LEFT, TURN LEFT AND GO 2.9 MILES TO A WAGON
 QS0760'ROAD LEFT, BEAR LEFT AND GO 0.2 MILE TO A FORK, TAKE THE LEFT
 QS0760'FORK AND GO 0.95 MILE TO A FARM HOUSE, PASS TO THE LEFT OF THE
 QS0760'HOUSE AND FOLLOW A DIM ROAD STRAIGHT AHEAD FOR 0.2 MILE,
 QS0760'TURN RIGHT AND CROSS A WASH AND FOLLOW DIM ROAD SOUTHWESTERLY
 QS0760'FOR 0.35 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 QS0760'ON THE DIM ROAD FOR 0.4 MILE TO THE TOP OF A LOW SADDLE AND
 QS0760'THE JUNCTION OF TWO DIM ROADS, TURN LEFT AND FOLLOW THE
 QS0760'WAGON ROAD UPHILL FOR 0.75 MILE TO THE TOP OF THE MAIN RIDGE
 QS0760'AND THE STATION AS DESCRIBED.
 QS0760'
 QS0760'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QS0760
 QS0760                          STATION RECOVERY (1967)
 QS0760
 QS0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (KEP)
 QS0760'TO REACH THE STATION FROM MOBRIDGE, GO WEST ON U.S. HIGHWAY
 QS0760'12 TO THE OAHE RESERVOIR BRIDGE, PASS OVER BRIDGE AND CONTINUE
 QS0760'W. FOR 2.0 MI TO A T-RD-S AT THE JUNCTION OF HWY 8, TURN LEFT
 QS0760'AND GO S. 3.7 MI TO THE SITTING-BULL AND SAKAKAWEA MONUMENT
 QS0760'TURNOFF, CONTINUE S. ON BLACKTOP FOR 1.3 MI TO A RD-FORKS, BEAR
 QS0760'LEFT AND CONTINUE S. FOR 4.2 MI. TO A X-RDS, TURN LEFT AND GO
 QS0760'3.5 MI. E. TO TRACK ROAD N., TURN LEFT AND GO 3.5 MI. ON
 QS0760'TRACK ROAD TO AN E-W FENCE, CONTINUE FOR 0.2 MI TO WITHIN
 QS0760'SIGHT OF A CORRAL AND THE STATION ON THE LEFT.
 QS0760
 QS0760                          STATION RECOVERY (1969)
 QS0760
 QS0760'RECOVERY NOTE BY US AIR FORCE 1969
 QS0760'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 QS0760'IN GOOD CONDITION AS DESCRIBED.
 QS0760'
 QS0760'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND MAIN
 QS0760'STREET IN MOBRIDGE, SOUTH DAKOTA, PROCEED WESTERLY ON U.S.
 QS0760'HIGHWAY 12 FOR 5.15 MILES TO A ROAD LEFT.  TURN LEFT, TOWARDS
 QS0760'SITTING BULLS BURIAL SITE, AND PROCEED IN A SOUTHERLY DIRECTION
 QS0760'ON THE WESTERN SIDE OF OAHE RESERVOIR FOR 3.7 MILES TO AN
 QS0760'INTERSECTION.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO
 QS0760'WHERE THE PAVEMENT ENDS.  CONTINUE STRAIGHT AHEAD ON GRAVEL
 QS0760'ROAD FOR 1.1 MILES TO A PAVED ROAD RIGHT.  CONTINUE STRAIGHT
 QS0760'AHEAD ON GRAVEL ROAD FOR 4.15 MILES TO A CROSSROADS.  TURN
 QS0760'LEFT AND PROCEED FOR 3.6 MILES TO A DIRT ROAD ON THE LEFT.
 QS0760'TURN LEFT, ON THE DIRT ROAD AND PROCEED FOR 1.55 MILES TO A
 QS0760'SILO AND WOODEN SHED ON THE RIGHT.  CONTINUE STRAIGHT
 QS0760'AHEAD FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK FOR
 QS0760'0.1 MILE TO A BARBED WIRE GATE.  GO THROUGH GATE AND
 QS0760'CONTINUE ON TRACK ROAD FOR 0.25 MILE TO A FORK.  TAKE
 QS0760'THE LEFT FORK FOR 0.05 MILE TO THE STATION, 100 FEET ON
 QS0760'THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0761 ***********************************************************************
 QS0761  DESIGNATION -  BLUE BLANKET
 QS0761  PID         -  QS0761
 QS0761  STATE/COUNTY-  SD/CORSON
 QS0761  COUNTRY     -  US
 QS0761  USGS QUAD   -  MOREAU NW (2017)
 QS0761
 QS0761                         *CURRENT SURVEY CONTROL
 QS0761  ______________________________________________________________________
 QS0761* NAD 83(1996) POSITION- 45 29 23.58153(N) 100 24 50.43858(W)   ADJUSTED
 QS0761* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 QS0761  ______________________________________________________________________
 QS0761  GEOID HEIGHT    -        -21.879 (meters)                     GEOID18
 QS0761  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 QS0761  HORZ ORDER      -  SECOND
 QS0761
 QS0761.The horizontal coordinates were established by classical geodetic methods
 QS0761.and adjusted by the National Geodetic Survey in January 1998.
 QS0761
 QS0761.The orthometric height was scaled from a topographic map.
 QS0761
 QS0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0761.GEOID18 height accuracy estimate available here.
 QS0761
 QS0761.Click photographs - Photos may exist for this station.
 QS0761
 QS0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0761
 QS0761. The following values were computed from the NAD 83(1996) position.
 QS0761
 QS0761;                    North         East     Units Scale Factor Converg.
 QS0761;SPC SD N     -   184,166.563   567,637.094   MT  0.99996840   -0 17 34.8
 QS0761;SPC SD N     -   604,219.80  1,862,322.70   sFT  0.99996840   -0 17 34.8
 QS0761;UTM  14      - 5,038,345.010   389,508.260   MT  0.99975010   -1 00 30.5
 QS0761
 QS0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0761!SPC SD N     -   0.99991684  x   0.99996840  =   0.99988524
 QS0761!UTM  14      -   0.99991684  x   0.99975010  =   0.99966696
 QS0761
 QS0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8950838345(NAD 83)
 QS0761
 QS0761                          SUPERSEDED SURVEY CONTROL
 QS0761
 QS0761  NAD 83(1986)-  45 29 23.57267(N)    100 24 50.43776(W) AD(       ) 2
 QS0761  NAD 27      -  45 29 23.60100(N)    100 24 48.95600(W) AD(       ) 2
 QS0761  MORC        -  45 29 20.96000(N)    100 24 48.56000(W) AD(       ) 3
 QS0761
 QS0761.Superseded values are not recommended for survey control.
 QS0761
 QS0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0761.See file dsdata.pdf to determine how the superseded data were derived.
 QS0761
 QS0761_MARKER: Z = SEE DESCRIPTION
 QS0761_SETTING: 0 = UNSPECIFIED SETTING
 QS0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0761
 QS0761  HISTORY     - Date     Condition        Report By
 QS0761  HISTORY     - 1889     MONUMENTED       MORC
 QS0761  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0761
 QS0761                          STATION DESCRIPTION
 QS0761
 QS0761'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0761'LOCATED ON RIGHT BANK, ON A FLAT-TOPPED HILL, OPPOSITE HEAD
 QS0761'OF BLUE BLANKET ISLAND, AND 1-1/2 MILE BACK.  IT IS ON HIGHEST
 QS0761'LAND IN VICINITY.
 QS0761
 QS0761                          STATION RECOVERY (1945)
 QS0761
 QS0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0761'THIS STATION WAS SEARCHED FOR ON THE HILL DESIGNATED WHICH
 QS0761'IS THE HIGHEST IN THE VICINITY, THE TOP IS TOO LARGE FOR
 QS0761'DIGGING WIHTOUT BETTER MEANS OF LOCATING POINT USED.
 QS0761'SOME DIGGING WAS DONE WITHOUT RESULTS AND STATION IS ASSUMED
 QS0761'LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0844 ***********************************************************************
 QS0844  DESIGNATION -  BLUFF
 QS0844  PID         -  QS0844
 QS0844  STATE/COUNTY-  SD/CORSON
 QS0844  COUNTRY     -  US
 QS0844  USGS QUAD   -  TATANKA LAKE (2017)
 QS0844
 QS0844                         *CURRENT SURVEY CONTROL
 QS0844  ______________________________________________________________________
 QS0844* NAD 83(1996) POSITION- 45 52 31.85655(N) 101 07 59.98680(W)   ADJUSTED
 QS0844* NAVD 88 ORTHO HEIGHT -   671.    (meters)     2201.    (feet) SCALED
 QS0844  ______________________________________________________________________
 QS0844  GEOID HEIGHT    -        -20.841 (meters)                     GEOID18
 QS0844  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 QS0844  HORZ ORDER      -  SECOND
 QS0844
 QS0844.The horizontal coordinates were established by classical geodetic methods
 QS0844.and adjusted by the National Geodetic Survey in January 1998.
 QS0844
 QS0844.The orthometric height was scaled from a topographic map.
 QS0844
 QS0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0844.GEOID18 height accuracy estimate available here.
 QS0844
 QS0844.Click photographs - Photos may exist for this station.
 QS0844
 QS0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0844
 QS0844. The following values were computed from the NAD 83(1996) position.
 QS0844
 QS0844;                    North         East     Units Scale Factor Converg.
 QS0844;SPC SD N     -   227,560.898   512,010.987   MT  1.00004277   -0 48 07.6
 QS0844;SPC SD N     -   746,589.38  1,679,822.71   sFT  1.00004277   -0 48 07.6
 QS0844;UTM  14      - 5,082,429.551   334,442.411   MT  0.99993697   -1 31 54.2
 QS0844
 QS0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0844!SPC SD N     -   0.99989801  x   1.00004277  =   0.99994077
 QS0844!UTM  14      -   0.99989801  x   0.99993697  =   0.99983499
 QS0844
 QS0844:                Primary Azimuth Mark                     Grid Az
 QS0844:SPC SD N     -  WALKER W LUMBER GRN ELEV S GAB           041 24 51.2
 QS0844:UTM  14      -  WALKER W LUMBER GRN ELEV S GAB           042 08 37.8
 QS0844
 QS0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3444282429(NAD 83)
 QS0844
 QS0844|---------------------------------------------------------------------|
 QS0844| PID    Reference Object                     Distance      Geod. Az  |
 QS0844|                                                           dddmmss.s |
 QS0844| QS0836 WALKER W LUMBER GRN ELEV S GAB      APPROX. 5.1 KM 0403643.6 |
 QS0844| CQ8881 TT 32 RD                                           0691334.7 |
 QS0844| CQ7105 BLUFF RM 1                            9.748 METERS 18308     |
 QS0844| CQ7106 BLUFF RM 2                           10.763 METERS 25843     |
 QS0844|---------------------------------------------------------------------|
 QS0844
 QS0844                          SUPERSEDED SURVEY CONTROL
 QS0844
 QS0844  NAD 83(1986)-  45 52 31.84813(N)    101 07 59.98265(W) AD(       ) 2
 QS0844  NAD 27      -  45 52 31.83600(N)    101 07 58.51300(W) AD(       ) 2
 QS0844
 QS0844.Superseded values are not recommended for survey control.
 QS0844
 QS0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0844.See file dsdata.pdf to determine how the superseded data were derived.
 QS0844
 QS0844_MARKER: DS = TRIANGULATION STATION DISK
 QS0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0844_STAMPING: BLUFF 1952
 QS0844_MARK LOGO: CGS
 QS0844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QS0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0844+STABILITY: SURFACE MOTION
 QS0844
 QS0844  HISTORY     - Date     Condition        Report By
 QS0844  HISTORY     - 1952     MONUMENTED       CGS
 QS0844  HISTORY     - 1972     GOOD             USGS
 QS0844  HISTORY     - 19820818 GOOD             NGS
 QS0844
 QS0844                          STATION DESCRIPTION
 QS0844
 QS0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0844'THE STATION IS ABOUT 3 MILES SOUTHWEST OF WALKER, ON THE HIGHEST
 QS0844'RIDGE IN THE IMMEDIATE VICINITY, IN SECTION 15, T 22 N, R 24 E,
 QS0844'25 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF, 24 FEET WEST OF THE
 QS0844'NORTHEAST EDGE OF THE BLUFF, AND 7 FEET SOUTH-SOUTHEAST OF A
 QS0844'4 X 4 INCH WITNESS POST.
 QS0844'
 QS0844'TO REACH THE STATION FROM THE POST OFFICE IN WALKER, GO WEST ON
 QS0844'U.S. HIGHWAY 12 FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 QS0844'GO SOUTH ON GRADED DIRT ROAD FOR 1.9 MILES TO THE AZIMUTH MARK
 QS0844'ON THE RIGHT, CONTINUE SOUTH FOR 0.5 MILE TO A CROSS ROAD, TURN
 QS0844'RIGHT AND GO WEST ON TRACK ROAD FOR 1.1 MILES TO A FENCE CORNER,
 QS0844'CONTINUE ON TRACK ROAD FOR 0.45 MILE TO TOP OF RIDGE, TURN RIGHT
 QS0844'AND GO NORTHWEST ACROSS COUNTRY FOR 0.2 MILE TO THE HIGHEST
 QS0844'POINT OF RIDGE AND STATION.
 QS0844'
 QS0844'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BLUFF
 QS0844'1952.
 QS0844'
 QS0844'REFERENCE MARK 1 IS 42 FEET WEST OF THE NORTHEAST EDGE OF THE BLUFF.
 QS0844'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BLUFF NO 1
 QS0844'1952.
 QS0844'
 QS0844'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF.
 QS0844'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BLUFF NO 2
 QS0844'1952.
 QS0844'
 QS0844'TT 32 (USGS) IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF
 QS0844'A 6-INCH CONCRETE CYLINDER.  THE MARK PROJECTS 5 INCHES, AND THE
 QS0844'DISK IS STAMPED TT 32 RD 1950.
 QS0844
 QS0844                          STATION RECOVERY (1972)
 QS0844
 QS0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0844'THE STATION MARK, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 QS0844'TT32 RD 1950 RESET 1957, DESTROYED.
 QS0844
 QS0844                          STATION RECOVERY (1982)
 QS0844
 QS0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QS0844'THE STATION AND REFERTENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE
 QS0844'AZIMUTH MARK WAS NOT RECOVERED AND IT APPEARS TO HAVE BEEN DESTROYED
 QS0844'BY ROAD CONSTRUCTION.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.
 QS0844'DISTANCES TO THE REFERENCE MARKS CHECKED THE 1952 DATA WITHIN THE
 QS0844'ALLOWABLE BUT THE DIRECTION TO REFERENCE MARK 1 DIFFERED BY 2 MINUTES,
 QS0844'20 SECONDS AND THE DIRECTION TO REFERENCE MARK 2 DIFFERED BY 1 MINUTE,
 QS0844'26 SECONDS.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION LOCATED ABOUT
 QS0844'4.8 KM (3.00 MI) SOUTH SOUTHWEST OF WALKER IN S 15, T 22 N, R 24 E, ON
 QS0844'THE HIGHEST PART OF A RIDGE WITH BLUFF SIDES ON THE NORTH AND EAST.
 QS0844'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND HIGHWAY
 QS0844'12 IN WALKER, GO WEST ON HIGHWAY 12 FOR 0.8 KM (0.50 MI) TO A SIDE
 QS0844'ROAD LEFT.  TURN LEFT AND GO SOUTH ON ASPHALT ROAD FOR 3.9 KM (2.40
 QS0844'MI) TO A TRACK CROSSROAD.  TURN RIGHT AND GO WEST ON TRACK ROAD FOR
 QS0844'0.8 KM (0.50 MI) TO A GATE.  CONTINUE WEST ON TRACK ROAD FOR 0.8 KM
 QS0844'(0.50 MI) TO A GATE.  CONTINUE WEST FOR 0.2 KM (0.10 MI) TO THE
 QS0844'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST AND SOUTHWEST ON THE TRACK
 QS0844'ROAD FOR 0.6 KM (0.35 MI).  BEAR RIGHT, ACROSS PASTURE AND UP A RIDGE,
 QS0844'GOING WEST, NORTHWEST, AND NORTH FOR 0.3 KM (0.20 MI) TO HIGHEST POINT
 QS0844'AND STATION.  THE STATION IS A STANDARD CGS DISK STAMPED--BLUFF
 QS0844'1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 QS0844'IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE GROUND.  LOCATED NEAR
 QS0844'THE NORTHEAST CORNER OF BLUFF. LOCATED 9.1 METERS (29.9 FT) S FROM THE
 QS0844'NORTH EDGE OF THE BLUFF.  5.5 METERS (18.0 FT) W FROM THE EAST EDGE OF
 QS0844'THE BLUFF.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BLUFF
 QS0844'NO 1 1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 QS0844'CM) IN DIAMETER PROJECTING 6 INCHES 15 CM ABOVE THE GROUND.  LOCATED
 QS0844'19.2 METERS (63.0 FT) S FROM THE NORTH EDGE OF THE BLUFF.  12.2 METERS
 QS0844'(40.0 FT) W FROM THE EAST EDGE OF THE BLUFF.  REFERENCE MARK NO 2 IS A
 QS0844'STANDARD CGS DISK STAMPED--BLUFF NO 2 1952--SET INTO THE TOP OF A
 QS0844'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4
 QS0844'INCHES 10 CM ABOVE THE GROUND.  LOCATED 16.9 METERS (55.4 FT) W FROM
 QS0844'THE EAST EDGE OF THE BLUFF.  6.7 METERS (22.0 FT) S FROM THE NORTH
 QS0844'EDGE OF THE BLUFF.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 QS0844'STAMPED--BLUFF 1952 NO 2 1982--SET INTO THE TOP OF A ROUND CONCRETE
 QS0844'MONUMENT 12 INCHES(30 CM)IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE
 QS0844'THE GROUND, THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--BLUFF
 QS0844'1952 NO 2 1982--SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 M (3.3 FT)
 QS0844'BELOW THE SURFACE.  LOCATED 15.2 METERS (49.9 FT) N FROM THE CENTER OF
 QS0844'A TRACK ROAD.  0.52 METERS (1.71 FT) S FROM A METAL WITNESS POST IN
 QS0844'FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0427 ***********************************************************************
 OR0427  DESIGNATION -  BLUFF RM 1
 OR0427  PID         -  OR0427
 OR0427  STATE/COUNTY-  SD/BUFFALO
 OR0427  COUNTRY     -  US
 OR0427  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0427
 OR0427                         *CURRENT SURVEY CONTROL
 OR0427  ______________________________________________________________________
 OR0427* NAD 83(1986) POSITION- 43 56 26.31   (N) 099 19 43.45   (W)   HD_HELD1
 OR0427* NAVD 88 ORTHO HEIGHT -   551.038 (meters)     1807.86  (feet) ADJUSTED
 OR0427  ______________________________________________________________________
 OR0427  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 OR0427  DYNAMIC HEIGHT  -        550.910 (meters)     1807.44  (feet) COMP
 OR0427  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 OR0427
 OR0427  VERT ORDER      -  FIRST     CLASS II
 OR0427
 OR0427.The horizontal coordinates were determined by differentially corrected
 OR0427.hand held GPS observations or other comparable positioning techniques
 OR0427.and have an estimated accuracy of +/- 3 meters.
 OR0427
 OR0427.The orthometric height was determined by differential leveling and
 OR0427.adjusted by the NATIONAL GEODETIC SURVEY
 OR0427.in June 1991.
 OR0427
 OR0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0427.GEOID18 height accuracy estimate available here.
 OR0427
 OR0427.Click photographs - Photos may exist for this station.
 OR0427
 OR0427.The dynamic height is computed by dividing the NAVD 88
 OR0427.geopotential number by the normal gravity value computed on the
 OR0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0427.degrees latitude (g = 980.6199 gals.).
 OR0427
 OR0427.The modeled gravity was interpolated from observed gravity values.
 OR0427
 OR0427;                    North         East    Units  Estimated Accuracy
 OR0427;SPC SD S     -   179,047.7     680,647.0     MT  (+/- 3 meters HH1 GPS) 
 OR0427
 OR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7361765332(NAD 83)
 OR0427
 OR0427                          SUPERSEDED SURVEY CONTROL
 OR0427
 OR0427  NGVD 29 (??/??/92)  550.711  (m)         1806.79   (f) ADJ UNCH    1 2
 OR0427
 OR0427.Superseded values are not recommended for survey control.
 OR0427
 OR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0427.See file dsdata.pdf to determine how the superseded data were derived.
 OR0427
 OR0427_MARKER: DR = REFERENCE MARK DISK
 OR0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0427_STAMPING: BLUFF MORC NO 1 1948
 OR0427_MARK LOGO: CGS
 OR0427_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0427+STABILITY: SURFACE MOTION
 OR0427
 OR0427  HISTORY     - Date     Condition        Report By
 OR0427  HISTORY     - 1948     MONUMENTED       CGS
 OR0427  HISTORY     - 1949     GOOD             CGS
 OR0427  HISTORY     - 1958     GOOD             CGS
 OR0427  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0427
 OR0427                          STATION DESCRIPTION
 OR0427
 OR0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0427'11.1 MI NORTH FROM CHAMBERLAIN. 9.55 MILES NORTH ALONG STATE HIGHWAY
 OR0427'NO. 47 FROM THE CITY HALL AT CHAMBERLAIN, THENCE 0.6 MILE WEST ALONG A
 OR0427'DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 OR0427'WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTHWEST ACROSS AN OPEN
 OR0427'FIELD, ON THE EDGE OF A BLUFF OVERLOOKING THE MISSOURI RIVER, ABOUT
 OR0427'0.1 MILE WEST OF A NORTH-SOUTH FENCE AND ROAD ALONG THE WEST EDGE OF A
 OR0427'CULTIVATED FIELD, IN THE SE 1/4 OF SEC. 34, T. 106 N., R. 71 W., 50
 OR0427'FEET SOUTH-SOUTHEAST OF BLUFF M.R.C. R.M. 2, 25.8 FEET SOUTH OF
 OR0427'TRIANGULTAION STATION BLUFF MO.R.C. 1946 (USGS), 2 FEET EAST OF THE
 OR0427'EDGE OF THE BLUFF, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 OR0427'FOOT ABOVE THE GROUND.
 OR0427
 OR0427                          STATION RECOVERY (1958)
 OR0427
 OR0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0427'RECOVERED IN GOOD CONDITION.
 OR0427
 OR0427                          STATION RECOVERY (2013)
 OR0427
 OR0427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0428 ***********************************************************************
 OR0428  DESIGNATION -  BLUFF RM 2
 OR0428  PID         -  OR0428
 OR0428  STATE/COUNTY-  SD/BUFFALO
 OR0428  COUNTRY     -  US
 OR0428  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0428
 OR0428                         *CURRENT SURVEY CONTROL
 OR0428  ______________________________________________________________________
 OR0428* NAD 83(1986) POSITION- 43 56 26.79   (N) 099 19 43.61   (W)   HD_HELD1
 OR0428* NAVD 88 ORTHO HEIGHT -   550.944 (meters)     1807.56  (feet) ADJUSTED
 OR0428  ______________________________________________________________________
 OR0428  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 OR0428  DYNAMIC HEIGHT  -        550.816 (meters)     1807.14  (feet) COMP
 OR0428  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 OR0428
 OR0428  VERT ORDER      -  FIRST     CLASS II
 OR0428
 OR0428.The horizontal coordinates were determined by differentially corrected
 OR0428.hand held GPS observations or other comparable positioning techniques
 OR0428.and have an estimated accuracy of +/- 3 meters.
 OR0428
 OR0428.The orthometric height was determined by differential leveling and
 OR0428.adjusted by the NATIONAL GEODETIC SURVEY
 OR0428.in June 1991.
 OR0428
 OR0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0428.GEOID18 height accuracy estimate available here.
 OR0428
 OR0428.Click photographs - Photos may exist for this station.
 OR0428
 OR0428.The dynamic height is computed by dividing the NAVD 88
 OR0428.geopotential number by the normal gravity value computed on the
 OR0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0428.degrees latitude (g = 980.6199 gals.).
 OR0428
 OR0428.The modeled gravity was interpolated from observed gravity values.
 OR0428
 OR0428;                    North         East    Units  Estimated Accuracy
 OR0428;SPC SD S     -   179,062.5     680,643.3     MT  (+/- 3 meters HH1 GPS) 
 OR0428
 OR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7361465347(NAD 83)
 OR0428
 OR0428                          SUPERSEDED SURVEY CONTROL
 OR0428
 OR0428  NGVD 29 (??/??/92)  550.62   (m)         1806.5    (f) COMPUTED    1 2
 OR0428
 OR0428.Superseded values are not recommended for survey control.
 OR0428
 OR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0428.See file dsdata.pdf to determine how the superseded data were derived.
 OR0428
 OR0428_MARKER: DR = REFERENCE MARK DISK
 OR0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0428_STAMPING: BLUFF MORC NO 2 1948
 OR0428_MARK LOGO: CGS
 OR0428_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0428+STABILITY: SURFACE MOTION
 OR0428
 OR0428  HISTORY     - Date     Condition        Report By
 OR0428  HISTORY     - 1948     MONUMENTED       CGS
 OR0428  HISTORY     - 1949     GOOD             CGS
 OR0428  HISTORY     - 1958     GOOD             CGS
 OR0428  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0428
 OR0428                          STATION DESCRIPTION
 OR0428
 OR0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0428'11.1 MI NORTH FROM CHAMBERLAIN. 9.55 MILES NORTH ALONG STATE HIGHWAY
 OR0428'NO. 47 FROM THE CITY HALL AT CHAMBERLAIN, THENCE 0.6 MILE WEST ALONG A
 OR0428'DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 OR0428'WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTHWEST ACROSS AN OPEN
 OR0428'FIELD, ON THE EDGE OF A BLUFF OVERLOOKING THE MISSOURI RIVER, ABOUT
 OR0428'0.1 MILE WEST OF A NORTH-SOUTH FENCE AND ROAD ALONG THE WEST EDGE OF A
 OR0428'CULTIVATED FIELD, IN THE SE 1/4 OF SEC. 34, T. 106 N., R. 71 W., 50
 OR0428'FEET NORTH-NORTHWEST OF BLUFF M.R.C. R.M. 1, 29.4 FEET NORTHWEST OF
 OR0428'TRIANGULATION STATION BLUFF MO.R.C. 1946 (USGS), 3 FEET EAST OF THE
 OR0428'EDGE OF THE BLUFF, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 OR0428'FOOT ABOVE THE GROUND.
 OR0428
 OR0428                          STATION RECOVERY (1958)
 OR0428
 OR0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0428'RECOVERED IN GOOD CONDITION.
 OR0428
 OR0428                          STATION RECOVERY (2013)
 OR0428
 OR0428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0426 ***********************************************************************
 OR0426  DESIGNATION -  BLUFF=TT 2 VS
 OR0426  PID         -  OR0426
 OR0426  STATE/COUNTY-  SD/BUFFALO
 OR0426  COUNTRY     -  US
 OR0426  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0426
 OR0426                         *CURRENT SURVEY CONTROL
 OR0426  ______________________________________________________________________
 OR0426* NAD 83(1996) POSITION- 43 56 26.56079(N) 099 19 43.36363(W)   ADJUSTED
 OR0426* NAVD 88 ORTHO HEIGHT -   550.983 (meters)     1807.68  (feet) ADJUSTED
 OR0426  ______________________________________________________________________
 OR0426  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 OR0426  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 OR0426  DYNAMIC HEIGHT  -        550.855 (meters)     1807.26  (feet) COMP
 OR0426  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 OR0426
 OR0426  HORZ ORDER      -  SECOND
 OR0426  VERT ORDER      -  FIRST     CLASS II
 OR0426
 OR0426.The horizontal coordinates were established by classical geodetic methods
 OR0426.and adjusted by the National Geodetic Survey in January 1998.
 OR0426
 OR0426.The orthometric height was determined by differential leveling and
 OR0426.adjusted by the NATIONAL GEODETIC SURVEY
 OR0426.in June 1991.
 OR0426
 OR0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0426.GEOID18 height accuracy estimate available here.
 OR0426
 OR0426.Click photographs - Photos may exist for this station.
 OR0426
 OR0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0426
 OR0426.The dynamic height is computed by dividing the NAVD 88
 OR0426.geopotential number by the normal gravity value computed on the
 OR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0426.degrees latitude (g = 980.6199 gals.).
 OR0426
 OR0426.The modeled gravity was interpolated from observed gravity values.
 OR0426
 OR0426. The following values were computed from the NAD 83(1996) position.
 OR0426
 OR0426;                    North         East     Units Scale Factor Converg.
 OR0426;SPC SD S     -   179,055.504   680,648.834   MT  0.99992267   +0 41 34.9
 OR0426;SPC SD S     -   587,451.27  2,233,095.38   sFT  0.99992267   +0 41 34.9
 OR0426;UTM  14      - 4,865,340.324   473,619.563   MT  0.99960856   -0 13 41.2
 OR0426
 OR0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0426!SPC SD S     -   0.99991757  x   0.99992267  =   0.99984025
 OR0426!UTM  14      -   0.99991757  x   0.99960856  =   0.99952616
 OR0426
 OR0426:                Primary Azimuth Mark                     Grid Az
 OR0426:SPC SD S     -  BLUFF AZ MK RESET                        129 00 50.9
 OR0426:UTM  14      -  BLUFF AZ MK RESET                        129 56 07.0
 OR0426
 OR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7361965340(NAD 83)
 OR0426
 OR0426|---------------------------------------------------------------------|
 OR0426| PID    Reference Object                     Distance      Geod. Az  |
 OR0426|                                                           dddmmss.s |
 OR0426| OR0772 BLUFF AZ MK                                        1292055.5 |
 OR0426| CO2264 BLUFF AZ MK RESET                                  1294225.8 |
 OR0426| OR0866 CHAMBERLAIN MUNICIPAL TANK          APPROX.14.8 KM 1784457.8 |
 OR0426| OR0871 CHAMBERLAIN INDEP SCH DIST STK      APPROX.14.9 KM 1803600.0 |
 OR0426| OR0870 CHAMBERLAIN ST JAMES CATH CH        APPROX.14.8 KM 1811727.4 |
 OR0426| OR0427 BLUFF RM 1                            7.858 METERS 19345     |
 OR0426| OR0428 BLUFF RM 2                            8.970 METERS 32302     |
 OR0426|---------------------------------------------------------------------|
 OR0426
 OR0426                          SUPERSEDED SURVEY CONTROL
 OR0426
 OR0426  NAD 83(1986)-  43 56 26.55969(N)    099 19 43.37039(W) AD(       ) 2
 OR0426  NAD 27      -  43 56 26.58700(N)    099 19 42.00300(W) AD(       ) 2
 OR0426  MORC        -  43 56 24.00000(N)    099 19 42.32000(W) AD(       ) 3
 OR0426  NGVD 29 (??/??/92)  550.66   (m)         1806.6    (f) COMPUTED    1 2
 OR0426  NGVD 29             550.66   (m)         1806.6    (f) LEVELING    3  
 OR0426
 OR0426.Superseded values are not recommended for survey control.
 OR0426
 OR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0426.See file dsdata.pdf to determine how the superseded data were derived.
 OR0426
 OR0426_MARKER: DB = BENCH MARK DISK
 OR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0426_STAMPING: M.R.C. BLUFF TT 2 VS 1946
 OR0426_MARK LOGO: USGS
 OR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0426+STABILITY: SURFACE MOTION
 OR0426
 OR0426  HISTORY     - Date     Condition        Report By
 OR0426  HISTORY     - 1946     MONUMENTED       USGS
 OR0426  HISTORY     - 1949     GOOD             CGS
 OR0426  HISTORY     - 1958     GOOD             CGS
 OR0426  HISTORY     - 1958     GOOD             CGS
 OR0426  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0426
 OR0426                          STATION DESCRIPTION
 OR0426
 OR0426'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (MEW)
 OR0426'LOCATED ABOUT 9 MILES NORTH OF CHAMBERLAIN ON A POINT OF A BLUFF
 OR0426'OVERLOOKING THE MISSOURI RIVER TO THE WEST AND ABOUT 1-1/2 MILE EAST
 OR0426'OF THE RIVER.  IT IS IN THE SE 1/4 OF SEC. 34, T106N R71W.  ABOUT 0.1
 OR0426'MILE WEST OF A NORTH-SOUTH FENCE LINE AND 15 FEET EAST OF THE ABRUPT
 OR0426'EDGE OF THE BLUFF, AND 4 FEET NORTHEAST OF A WHITE WITNESS POST.
 OR0426'
 OR0426'THE MARK IS AN EIGHT INCH SQUARE POST OF CONCRETE THAT PROJECTS ABOUT
 OR0426'3 INCHES AND MARKED BY A USGS BENCH-MARK DISC THAT IS STAMPED, M.R.C.
 OR0426'BLUFF TT 2 VS 1946.
 OR0426'
 OR0426'REFERENCE MARK NO. 1 IS 25.78 FEET SOUTH OF THE STATION AND 2 FEET
 OR0426'EAST OF THE EDGE OF THE BLUFF.  THE MARK PROJECTS ABOUT 6 INCHES AND
 OR0426'THE DISC IS STAMPED M.R.C. BLUFF NO 1 1948.
 OR0426'
 OR0426'REFERENCE MARK NO. 2 IS 29.43 FEET NORTHWEST OF THE STATION AND 4 FEET
 OR0426'EAST OF THE ABRUPT EDGE OF THE BLUFF.  THE MARK PROJECTS 6 INCHES AND
 OR0426'THE DISC IS STAMPED M.R.C. BLUFF NO 2 1948.
 OR0426'
 OR0426'AZIMUTH MARK IS ABOUT 0.6 MILES SOUTHEAST OF THE STATION, NEAR A GATE
 OR0426'AT A FENCE CORNER, 15 FEET NORTH OF THE FENCE CORNER, 3 FEET NORTH OF
 OR0426'A WHITE WITNESS POST AND IN THE NORTH-SOUTH FENCE LINE.  THE MARK
 OR0426'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED M.R.C. BLUFF 1948.
 OR0426'
 OR0426'THE STATION WAS REACHED FROM THE DEPOT AT THE NORTH END OF MAIN STREET
 OR0426'IN CHAMBERLAIN BY GOING NORTH ON STATE HIGHWAY 47 FOR 9.4 MILES TO THE
 OR0426'BUFFALO-BRULE COUNTY LINE.  HERE TURN LEFT ON FARM DRIVEWAY FOR 0.1
 OR0426'MILE TO A GATE IN THE EAST-WEST FENCE ON THE LEFT. (THE DRIVEWAY BEARS
 OR0426'TO THE RIGHT TO A FARM HOUSE.) GO THRU THE GATE AND FOLLOW TRACK ROAD
 OR0426'ALONG THE NORTH SIDE OF THE FIELD FOR 0.3 MILES TO A GATE.  GO THRU
 OR0426'GATE AND BEAR LEFT ON TRACK ROAD ALONG THE NORTH SIDE OF THE FENCE FOR
 OR0426'0.2 MILES TO A GATE. (THE AZIMUTH MARK IS JUST TO THE LEFT OR SOUTH OF
 OR0426'THIS GATE) GO THRU GATE AND FOLLOW TRACK ROAD NORTHWESTERLY AND WEST,
 OR0426'VIA THE RIGHT FORK, FOR 0.25 MILE TO THE CORNER OF A FIELD AT A
 OR0426'NORTH-SOUTH FENCE LINE.  GO THRU FENCE AND CONTINUE NORTHWEST ACROSS
 OR0426'THE FIELD TO THE EDGE OF THE BLUFF AND THE STATION SITE.
 OR0426'
 OR0426'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0426
 OR0426                          STATION RECOVERY (1949)
 OR0426
 OR0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0426'11.1 MI NORTH FROM CHAMBERLAIN. 9.55 MILES NORTH ALONG STATE HIGHWAY
 OR0426'NO. 47 FROM THE CITY HALL AT CHAMBERLAIN, THENCE 0.6 MILE WEST ALONG A
 OR0426'DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 OR0426'WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTHWEST ACROSS AN OPEN
 OR0426'FIELD, ON THE EDGE OF A BLUFF OVERLOOKING THE MISSOURI RIVER, ABOUT
 OR0426'0.1 MILE WEST OF A NORTH-SOUTH FENCE AND ROAD ALONG THE WEST EDGE OF A
 OR0426'CULTIVATED FIELD, IN THE SE 1/4 OF SEC. 34, T106N, R71W, 17 FEET EAST
 OR0426'OF THE EDGE OF THE BLUFF, 29.4 FEET SOUTHEAST OF BLUFF M.R.C. R.M. 2,
 OR0426'25.8 FEET NORTH OF BLUFF M.R.C.  R.M. 1, 4 FEET NORTHEAST OF A
 OR0426'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OR0426'ABOVE THE GROUND.
 OR0426
 OR0426                          STATION RECOVERY (1958)
 OR0426
 OR0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 OR0426'STATION RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE AZIMUTH MARK
 OR0426'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD APPARENTLY BEEN
 OR0426'DESTROYED BY FARMING OPERATIONS.  A NEW AZIMUTH MARK WAS ESTABLISHED
 OR0426'AND ITS DIRECTION DETERMINED FROM THE WATER TANK AND SCHOOL STACK AT
 OR0426'CHAMBERLAIN.
 OR0426'
 OR0426'THE AZIMUTH MARK IS 22 FEET WEST OF THE FENCE CORNER AT THE NORTHEAST
 OR0426'CORNER OF A FIELD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE
 OR0426'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BLUFF MORC 1948 RESET
 OR0426'1958.
 OR0426'
 OR0426'THE ANGLE BETWEEN THE WATER TANK AND THE STACK CHECKED WITHIN TWO
 OR0426'SECONDS BUT THE ANGLE BETWEEN THE WATER TANK AND THE REFERENCE MARKS
 OR0426'FAILED TO CHECK WITHIN TWO MINUTES.  THERE WAS NO EVIDENCE THAT EITHER
 OR0426'THE STATION MARK OR THE REFERENCE MARKS HAD BEEN DISTURBED.
 OR0426'
 OR0426'TO REACH THE STATION FROM CHAMBERLAIN, FROM THE JUNCTION OF U.S.
 OR0426'HIGHWAY 16 AND STATE HIGHWAY 47, FOLLOW THE NEW ROUTE OF STATE HIGHWAY
 OR0426'47 NORTHERLY FOR ABOUT 10.0 MILES TO THE BUFFALO-BRULE COUNTY LINE,
 OR0426'TURN LEFT AND GO WEST FOR 0.5 MILE TO INTERSECTION WITH THE OLD
 OR0426'HIGHWAY, CONTINUE WEST FOR 0.1 MILE TO A GATE ON THE LEFT, TURN LEFT
 OR0426'THROUGH GATE THEN TURN RIGHT AND GO WEST FOR 0.5 MILE TO A GATE ON THE
 OR0426'RIGHT, TURN RIGHT THROUGH GATE TO AZIMUTH MARK ON THE LEFT AS
 OR0426'DESCRIBED, TURN LEFT AND GO WEST AND NORTH ALONG EDGE OF FIELD FOR 0.7
 OR0426'MILE TO A WIRE GATE AT NORTHWEST CORNER OF FIELD, GO THRU GATE AND
 OR0426'CONTINUE NORTH FOR 0.2 MILE, TAKE DOWN FENCE ON THE LEFT THEN CROSS
 OR0426'OVER FENCE AND GO NORTHWEST ACROSS PASTURE FOR 0.15 MILE TO EDGE OF
 OR0426'BLUFF AND STATION AS DESCRIBED.
 OR0426
 OR0426                          STATION RECOVERY (1958)
 OR0426
 OR0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0426'RECOVERED IN GOOD CONDITION.
 OR0426
 OR0426                          STATION RECOVERY (2013)
 OR0426
 OR0426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0697 ***********************************************************************
 QS0697  DESIGNATION -  BLUME RESET
 QS0697  PID         -  QS0697
 QS0697  STATE/COUNTY-  SD/CORSON
 QS0697  COUNTRY     -  US
 QS0697  USGS QUAD   -  MOBRIDGE NE (2017)
 QS0697
 QS0697                         *CURRENT SURVEY CONTROL
 QS0697  ______________________________________________________________________
 QS0697* NAD 83(1996) POSITION- 45 41 22.10356(N) 100 20 41.04970(W)   ADJUSTED
 QS0697* NAVD 88 ORTHO HEIGHT -   570.    (meters)     1870.    (feet) SCALED
 QS0697  ______________________________________________________________________
 QS0697  GEOID HEIGHT    -        -21.912 (meters)                     GEOID18
 QS0697  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 QS0697  HORZ ORDER      -  SECOND
 QS0697
 QS0697.The horizontal coordinates were established by classical geodetic methods
 QS0697.and adjusted by the National Geodetic Survey in January 1998.
 QS0697
 QS0697.The orthometric height was scaled from a topographic map.
 QS0697
 QS0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0697.GEOID18 height accuracy estimate available here.
 QS0697
 QS0697.Click photographs - Photos may exist for this station.
 QS0697
 QS0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0697
 QS0697. The following values were computed from the NAD 83(1996) position.
 QS0697
 QS0697;                    North         East     Units Scale Factor Converg.
 QS0697;SPC SD N     -   206,323.657   573,146.668   MT  1.00000119   -0 14 38.3
 QS0697;SPC SD N     -   676,913.53  1,880,398.69   sFT  1.00000119   -0 14 38.3
 QS0697;UTM  14      - 5,060,426.099   395,293.248   MT  0.99973479   -0 57 44.4
 QS0697
 QS0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0697!SPC SD N     -   0.99991402  x   1.00000119  =   0.99991521
 QS0697!UTM  14      -   0.99991402  x   0.99973479  =   0.99964884
 QS0697
 QS0697:                Primary Azimuth Mark                     Grid Az
 QS0697:SPC SD N     -  BLUME AZ MK                              109 59 41.4
 QS0697:UTM  14      -  BLUME AZ MK                              110 42 47.5
 QS0697
 QS0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9529360426(NAD 83)
 QS0697
 QS0697|---------------------------------------------------------------------|
 QS0697| PID    Reference Object                     Distance      Geod. Az  |
 QS0697|                                                           dddmmss.s |
 QS0697| CQ5729 BLUME RM 1                           47.695 METERS 03309     |
 QS0697| CQ5728 BLUME AZ MK                                        1094503.1 |
 QS0697| CQ5730 BLUME RM 2                           11.457 METERS 34914     |
 QS0697|---------------------------------------------------------------------|
 QS0697
 QS0697                          SUPERSEDED SURVEY CONTROL
 QS0697
 QS0697  NAD 83(1986)-  45 41 22.09366(N)    100 20 41.04674(W) AD(       ) 2
 QS0697  NAD 27      -  45 41 22.11000(N)    100 20 39.58400(W) AD(       ) 2
 QS0697  MORC        -  45 41 19.45000(N)    100 20 39.18000(W) AD(       ) 3
 QS0697
 QS0697.Superseded values are not recommended for survey control.
 QS0697
 QS0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0697.See file dsdata.pdf to determine how the superseded data were derived.
 QS0697
 QS0697_MARKER: DS = TRIANGULATION STATION DISK
 QS0697_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0697_STAMPING: BLUME MRC 1945
 QS0697_MARK LOGO: CGS
 QS0697_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0697
 QS0697  HISTORY     - Date     Condition        Report By
 QS0697  HISTORY     - 1945     MONUMENTED       MORC
 QS0697  HISTORY     - 1948     GOOD             MORC
 QS0697  HISTORY     - 1964     GOOD             USGS
 QS0697
 QS0697                          STATION DESCRIPTION
 QS0697
 QS0697'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 QS0697'STATION IS LOCATED ABOUT 10.5 MILES NE OF THE VILLAGE OF
 QS0697'WAKPALA AND 2 MILES W OF THE MISSOURI RIVER.  IT IS ON THE HIGHEST
 QS0697'POINT OF A PROMINENT RIDGE WHICH EXTENDS ABOUT 0.5 MILE FROM
 QS0697'NE TO SW.
 QS0697'
 QS0697'STATION MARK IS A CAST-IRON PIPE THAT PROJECTS 3 INCHES.  THE
 QS0697'CAP OF THE PIPE WAS DAMAGED SO THE PIPE WAS FILLED WITH CONCRETE
 QS0697'AND A BRONZE U.S.C. AND G.S. STATION DISK SET PLUMB WITH THE
 QS0697'MISSOURI RIVER COMMISSION SUBSURFACE MARK.  THE DISK IS
 QS0697'STAMPED BLUME M R C 1945.
 QS0697'
 QS0697'REFERENCE MARK 1 IS 156.55 FEET NNE OF THE STATION.  IT IS A
 QS0697'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER THAT
 QS0697'PROJECTS 1 FOOT ON THE E SIDE.  THE BOULDER IS ON THE E SLOPE
 QS0697'OF THE HILL AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE
 QS0697'STATION MARK.  THE DISK IS STAMPED BUME M R C NO 1 1945.
 QS0697'
 QS0697'REFERENCE MARK 2 IS 37.59 FEET NW OF THE STATION.  IT IS A
 QS0697'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER THAT
 QS0697'IS ABOUT 10 INCHES SQUARE AND FLUSH WITH THE GROUND.  THE DISK
 QS0697'IS STAMPED BLUME M R C NO 2 1945.
 QS0697'
 QS0697'AZIMUTH MARK IS 0.25 MILE E OF THE STATION.  IT IS A BRONZE
 QS0697'AZIMUTH DISK SET IN A DRILL HOLE IN A LARGE PROMINENT BOULDER.
 QS0697'THE BOULDER IS THE LARGEST ONE IN THAT VICINITY AND PROJECTS
 QS0697'4 FEET.  THE DISK IS STAMPED BLUME M R C 1945.
 QS0697'
 QS0697'TO REACH THE STATION FROM THE WAKAPALA POST OFFICE, GO E
 QS0697'TO THE WAKAPALA HIGH SCHOOL BUILDING, THENCE LEFT AND RIGHT
 QS0697'ON A GRAVELED ROAD FOR 2.5 MILES TO A CROSS ROAD, TURN LEFT AND
 QS0697'GO 6.7 MILES TO A DIRT T-ROAD RIGHT, TURN RIGHT AND GO 2.4
 QS0697'MILES TO A SHARP LEFT TURN, TURN LEFT AND GO 0.6 MILE TO A FARM
 QS0697'DRIVE ON THE RIGHT, TURN RIGHT AND PASS BETWEEN THE FARMHOUSE
 QS0697'AND BARN AND A WIRE GATE NEAR A WINDMILL, THENCE GO E ALONG
 QS0697'THE S SIDE OF AN E-W FENCE LINE AND CONTINUE E FOR 0.8
 QS0697'MILE ON TRACK ROAD TO THE END OF A CULTIVATED FIELD ON THE
 QS0697'LEFT AND A FENCE CORNER ON THE LEFT.  HERE ANGLE TO THE
 QS0697'RIGHT FOR 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO
 QS0697'E FOR 0.2 MILE TO A FARM DRIVE RIGHT, TURN RIGHT AND
 QS0697'GO 0.4 MILE TO AN OLD FARMHOUSE ON THE RIGHT.  JUST
 QS0697'BEFORE REACHING THE FARMHOUSE, TAKE THE LEFT FORK ON A
 QS0697'TRACK ROAD AND GO E FOR 0.9 MILE TO A DIM TRACK ROAD
 QS0697'RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD ACROSS PASTURE LAND IN
 QS0697'A SE DIRECTION FOR 3.55 MILES TO A WIRE GATE WITH TALL POSTS
 QS0697'AT EACH END OF THE GATE.  PASS THROUGH GATE AND BEAR TO THE
 QS0697'LEFT ON A VERY DIM TRACK ROAD AND GO 0.6 MILE TO ANOTHER WIRE
 QS0697'GATE, PASS THROUGH GATE AND GO IN A S DIRECTION ON A VERY
 QS0697'DIM TRCK ROAD FOR 2.1 MILES TO A DEEP WASH AND THE END OF
 QS0697'TRUCK TRAVEL.  HERE BACK PACK IN A SW DIRECTION FOR
 QS0697'ABOUT 0.7 MILE TO THE SUMMIT OF A PROMINENT RIDGE AND
 QS0697'THE STATION AS DESCRIBED.
 QS0697'
 QS0697'TO REACH THE AZIMUTH MARK FROM THE STATION, BACK PACK E FOR
 QS0697'0.25 MILE TO A PROMINENT BOULDER AND MARK AS DESCRIBED.
 QS0697'
 QS0697'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 QS0697
 QS0697                          STATION RECOVERY (1948)
 QS0697
 QS0697'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1948 (MJT)
 QS0697'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 QS0697'TO BE IN GOOD CONDITION.
 QS0697'
 QS0697'STATION IS LOCATED ABOUT 10.5 MILES NORTHEAST OF WAKPALA,
 QS0697'ABOUT 2 MILES WEST OF THE MISSOURI RIVER, ON HIGHEST RIDGE
 QS0697'IN THE VICINITY, ON STANDING ROCK INDIAN RESERVATION.
 QS0697'
 QS0697'TO REACH FROM THE HIGH SCHOOL IN WAKPALA, GO NORTH FOR 0.05
 QS0697'MILE TO A T-INTERSECTION, TURN RIGHT AND FOLLOW MAIN ROAD
 QS0697'EAST FOR 2.45 MILES TO A CROSSROAD, TURN LEFT AND GO 7.0
 QS0697'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 2.5 MILES TO
 QS0697'THE END OF GRADED ROAD, CONTINUE STRAIGHT AHEAD ON TRACK ROAD
 QS0697'FOR 1.55 MILES TO A WIRE GATE, PASS THROUGH GATE, TURN LEFT
 QS0697'AND GO 0.15 MILE TO A FARM HOUSE, TURN RIGHT JUST SOUTH OF
 QS0697'FARM HOUSE AND FOLLOW TRACK ROAD EAST AND SOUTH FOR 0.95 MILE
 QS0697'TO A DIM FORK, WHICH IS ABOUT 0.5 MILE WEST OF THE RIVER
 QS0697'BLUFFS.  STATION WINDY IS ON TOP OF HILL 0.1 MILE TO THE
 QS0697'LEFT.  TAKE RIGHT FORK AND FOLLOW MAIN TRACK ROAD SOUTHEAST
 QS0697'FOR 3.6 MILES TO A WIRE GATE WITH TALL POSTS AT EACH END,
 QS0697'PASS THROUGH GATE AND TAKE DIM LEFT FOR 0.6 MILE TO
 QS0697'ANOTHER WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTH ON
 QS0697'TRACK ROAD FOR 1.3 MILES TO THE SOUTHEAST BEND OF THE
 QS0697'CREEK, TURN RIGHT AND FOLLOW THE SOUTH SIDE OF THE CREEK
 QS0697'WEST FOR 1.5 MILES TO A CROSSING, CROSS THE CREEK, TURN
 QS0697'RIGHT AND GO NORTHEAST FOR 0.9 MILE TO THE HIGHEST RIDGE AND
 QS0697'STATION.
 QS0697'
 QS0697'TO REACH AZIMUTH MARK FROM STATION, GO EAST-SOUTHEAST FOR
 QS0697'0.25 MILE TO A LARGE BOULDER ON WEST SIDE OF RIDGE, AND THE
 QS0697'AZIMUTH MARK IS IN TOP OF BOULDER.
 QS0697'
 QS0697'STATION MARK IS A STANDARD BRONZE DISK SET IN A 5-INCH, CAST-IRON
 QS0697'PIPE PROJECTING 3 INCHES.  IT IS SET PLUMB WITH THE MISSOURI
 QS0697'RIVER COMMISSION SUBSURFACE MARK.  THE DISK IS STAMPED BLUME
 QS0697'M R C 1945.
 QS0697'
 QS0697'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF A SLOPE.  IT IS
 QS0697'A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING
 QS0697'1 FOOT.  THE DISK IS STAMPED BLUME M R C NO 1 1945.
 QS0697'
 QS0697'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A DRILL
 QS0697'HOLE IN A BOULDER PROJECTING 2 INCHES.  THE DISK IS STAMPED
 QS0697'BLUME M R C NO 2 1945.
 QS0697'
 QS0697'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 QS0697'IN THE TOP OF THE LARGEST BOULDER ON THE WEST SIDE OF THE RIDGE.
 QS0697'IT PROJECTS 4 FEET, AND THE DISK IS STAMPED BLUME M R C 1945.
 QS0697'
 QS0697'OBSERVATIONS MADE FROM A 4-FOOT, WOODEN STAND.
 QS0697
 QS0697                          STATION RECOVERY (1964)
 QS0697
 QS0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (KE)
 QS0697'THE FIRST PORTION OF THE DIRECTION ARE CORRECT DOWN TO 3.6 MI
 QS0697'TO A WIRE GATE WITH TALL POSTS AT EACH END, PASS THROUGH GATE
 QS0697'AND TAKE -- MAIN TRACK ROAD RIGHT FOR 0.3 MI TO INDIAN RANCH
 QS0697'BUILDINGS, FOLLOW TRACK ROAD TO THE NW FOR 0.4 MI, PASS THROUGH
 QS0697'WIRE GATE AT T-FE-SOUTH., CONTINUE ON TRACK SW THROUGH DRAIN
 QS0697'FOR 0.5 MI. TO HAY FIELD, TURN SE FOR 0.5 MI TO N-S FENCE,
 QS0697'FOLLOW FENCE FOR 1.0 MI, CUT ACROSS FENCE SE, 0.5 MI TO TOP OF
 QS0697'LONE BUTTE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0734 ***********************************************************************
 OQ0734  DESIGNATION -  BLUMER
 OQ0734  PID         -  OQ0734
 OQ0734  STATE/COUNTY-  SD/LINCOLN
 OQ0734  COUNTRY     -  US
 OQ0734  USGS QUAD   -  ALCESTER NW (2017)
 OQ0734
 OQ0734                         *CURRENT SURVEY CONTROL
 OQ0734  ______________________________________________________________________
 OQ0734* NAD 83(1996) POSITION- 43 10 12.94977(N) 096 42 30.41763(W)   ADJUSTED
 OQ0734* NAVD 88 ORTHO HEIGHT -   475.6   (meters)     1560.    (feet) VERTCON3
 OQ0734  ______________________________________________________________________
 OQ0734  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 OQ0734  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 OQ0734  HORZ ORDER      -  FIRST
 OQ0734
 OQ0734.The horizontal coordinates were established by classical geodetic methods
 OQ0734.and adjusted by the National Geodetic Survey in January 1998.
 OQ0734
 OQ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0734
 OQ0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0734.GEOID18 height accuracy estimate available here.
 OQ0734
 OQ0734.Click photographs - Photos may exist for this station.
 OQ0734
 OQ0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0734
 OQ0734. The following values were computed from the NAD 83(1996) position.
 OQ0734
 OQ0734;                    North         East     Units Scale Factor Converg.
 OQ0734;SPC SD S     -    99,406.404   894,647.048   MT  0.99993727   +2 30 02.3
 OQ0734;SPC SD S     -   326,135.84  2,935,187.86   sFT  0.99993727   +2 30 02.3
 OQ0734;UTM  14      - 4,782,271.744   686,267.208   MT  1.00002682   +1 34 05.7
 OQ0734
 OQ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0734!SPC SD S     -   0.99992954  x   0.99993727  =   0.99986682
 OQ0734!UTM  14      -   0.99992954  x   1.00002682  =   0.99995636
 OQ0734
 OQ0734:                Primary Azimuth Mark                     Grid Az
 OQ0734:SPC SD S     -  BLUMER AZ MK                             355 00 54.8
 OQ0734:UTM  14      -  BLUMER AZ MK                             355 56 51.4
 OQ0734
 OQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8626782271(NAD 83)
 OQ0734
 OQ0734|---------------------------------------------------------------------|
 OQ0734| PID    Reference Object                     Distance      Geod. Az  |
 OQ0734|                                                           dddmmss.s |
 OQ0734| CO2268 BLUMER RM 1                          22.878 METERS 00457     |
 OQ0734| CO2269 BLUMER RM 2                          56.406 METERS 29502     |
 OQ0734| CO2267 BLUMER AZ MK                                       3573057.1 |
 OQ0734|---------------------------------------------------------------------|
 OQ0734
 OQ0734                          SUPERSEDED SURVEY CONTROL
 OQ0734
 OQ0734  NAD 83(1995)-  43 10 12.95058(N)    096 42 30.41396(W) AD(       ) 1
 OQ0734  NAD 83(1986)-  43 10 12.95315(N)    096 42 30.40548(W) AD(       ) 1
 OQ0734  NAD 27      -  43 10 13.00518(N)    096 42 29.24047(W) AD(       ) 1
 OQ0734  NGVD 29 (07/19/86)  475.3    (m)         1559.     (f) VERT ANG       
 OQ0734
 OQ0734.Superseded values are not recommended for survey control.
 OQ0734
 OQ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0734.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0734
 OQ0734_MARKER: DS = TRIANGULATION STATION DISK
 OQ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0734_STAMPING: BLUMER 1966
 OQ0734_MARK LOGO: CGS
 OQ0734_PROJECTION: RECESSED 15 CENTIMETERS
 OQ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0734+STABILITY: SURFACE MOTION
 OQ0734
 OQ0734  HISTORY     - Date     Condition        Report By
 OQ0734  HISTORY     - 1966     MONUMENTED       CGS
 OQ0734
 OQ0734                          STATION DESCRIPTION
 OQ0734
 OQ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0734'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF HAWARDEN, ABOUT
 OQ0734'13 MILES NORTH OF CENTERVILLE ABOUT 7 MILES NORTH-NORTHEAST OF
 OQ0734'BERESFORD.  STATION IS IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4
 OQ0734'OF SECTION 2, TOWNSHIP 96 NORTH, RANGE 50 WEST AND ON PROPERTY
 OQ0734'OWNED BY MR. NOVELLO BLUMER.  STATION MARK IS 157 FEET SOUTH OF
 OQ0734'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 109 FEET
 OQ0734'SOUTH-SOUTHEAST OF A UTILITY POLE AND 20 FEET EAST OF A FIELD
 OQ0734'ROAD.  STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 OQ0734'DISK, SET IN THE TOP OF AN 18 INCH CONCRETE CYLINDER MONUMENT
 OQ0734'THAT IS 6 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 OQ0734'STAMPED BLUMER 1966.
 OQ0734'
 OQ0734'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND
 OQ0734'COUNTY ROUTE 117 IN THE EAST EDGE OF BERESFORD, GO NORTH ON
 OQ0734'COUNTY ROUTE 117 FOR 6.0 MILES TO THE JUNCTION OF COUNTY 117 AND
 OQ0734'COUNTY ROUTE 146.  TURN RIGHT AND GO EAST ON GRAVELED ROAD, COUNTY
 OQ0734'ROUTE 146 FOR 2.95 MILE TO THE STATION ON THE RIGHT AS
 OQ0734'DESCRIBED.  CONTINUE EAST ON GRAVELED ROAD FOR 0.05 MILE TO
 OQ0734'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.0
 OQ0734'MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 OQ0734'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF
 OQ0734'ROAD.
 OQ0734'
 OQ0734'AZIMUTH MARK IS 35 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 OQ0734'GRAVELED ROAD, 13 FEET EAST-NORTHEAST OF A GAS MAIN AND 2 FEET
 OQ0734'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY
 OQ0734'A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A 12 INCH CONCRETE
 OQ0734'CYCLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 OQ0734'GROUND.  THE DISK IS STAMPED BLUMER 1966.
 OQ0734'
 OQ0734'REFERENCE MARK NO. 1 IS 82 FEET SOUTH OF THE APPROXIMATE CENTER
 OQ0734'OF A GRAVELED ROAD AND 20 FEET EAST OF THE APPROXIMATE CENTER OF
 OQ0734'A FIELD ROAD.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK, SET
 OQ0734'IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS SET
 OQ0734'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BLUMER
 OQ0734'NO 1 1966.
 OQ0734'
 OQ0734'REFERENCE MARK NO. 2 IS 136-1/2 FEET WEST-SOUTHWEST OF A UTILITY
 OQ0734'POLE, 76-1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 OQ0734'ROAD AND 12 FEET NORTHEAST OF A 12 INCH MAPLE TREE.  IT IS MARKED
 OQ0734'BY A STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 OQ0734'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 OQ0734'IS STAMPED BLUMER NO 2 1966.
 OQ0734'
 OQ0734'HEIGHT OF LIGHT ABOVE STATION MARK PLATE 26.53 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0515 ***********************************************************************
 PS0515  DESIGNATION -  BLUNT
 PS0515  PID         -  PS0515
 PS0515  STATE/COUNTY-  SD/HUGHES
 PS0515  COUNTRY     -  US
 PS0515  USGS QUAD   -  BLUNT (2017)
 PS0515
 PS0515                         *CURRENT SURVEY CONTROL
 PS0515  ______________________________________________________________________
 PS0515* NAD 83(1986) POSITION- 44 30 46.     (N) 099 59 03.     (W)   SCALED
 PS0515* NAVD 88 ORTHO HEIGHT -   493.413 (meters)     1618.81  (feet) ADJUSTED
 PS0515  ______________________________________________________________________
 PS0515  GEOID HEIGHT    -        -23.493 (meters)                     GEOID18
 PS0515  DYNAMIC HEIGHT  -        493.322 (meters)     1618.51  (feet) COMP
 PS0515  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 PS0515
 PS0515  VERT ORDER      -  SECOND    CLASS 0
 PS0515
 PS0515.The horizontal coordinates were scaled from a map and have
 PS0515.an estimated accuracy of +/- 6 seconds.
 PS0515
 PS0515.The orthometric height was determined by differential leveling and
 PS0515.adjusted by the NATIONAL GEODETIC SURVEY
 PS0515.in June 1991.
 PS0515
 PS0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0515.GEOID18 height accuracy estimate available here.
 PS0515
 PS0515.Click photographs - Photos may exist for this station.
 PS0515
 PS0515.The dynamic height is computed by dividing the NAVD 88
 PS0515.geopotential number by the normal gravity value computed on the
 PS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0515.degrees latitude (g = 980.6199 gals.).
 PS0515
 PS0515.The modeled gravity was interpolated from observed gravity values.
 PS0515
 PS0515;                    North         East    Units  Estimated Accuracy
 PS0515;SPC SD S     -   242,190.      627,760.      MT  (+/- 180 meters Scaled)
 PS0515
 PS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ217292(NAD 83)
 PS0515
 PS0515                          SUPERSEDED SURVEY CONTROL
 PS0515
 PS0515  NGVD 29 (??/??/92)  493.063  (m)         1617.66   (f) ADJ UNCH    2 0
 PS0515
 PS0515.Superseded values are not recommended for survey control.
 PS0515
 PS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0515.See file dsdata.pdf to determine how the superseded data were derived.
 PS0515
 PS0515_MARKER: R = RIVET
 PS0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0515_SP_SET: FOUNDATION
 PS0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0515
 PS0515  HISTORY     - Date     Condition        Report By
 PS0515  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0515  HISTORY     - 1940     GOOD             CGS
 PS0515
 PS0515                          STATION DESCRIPTION
 PS0515
 PS0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0515'AT BLUNT.
 PS0515'AT BLUNT, IN THE SOUTH END OF THE WEST CENTER FOUNDATION OF THE
 PS0515'RAILROAD WATER TANK, UNDER THE SPOUT, 1.5 FEET NORTH OF THE
 PS0515'SOUTH EDGE OF FOUNDATION.  METAL RIVET SET IN FOUNDATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0742 ***********************************************************************
 PS0742  DESIGNATION -  BLUNT
 PS0742  PID         -  PS0742
 PS0742  STATE/COUNTY-  SD/HUGHES
 PS0742  COUNTRY     -  US
 PS0742  USGS QUAD   -  BLUNT (2017)
 PS0742
 PS0742                         *CURRENT SURVEY CONTROL
 PS0742  ______________________________________________________________________
 PS0742* NAD 83(1996) POSITION- 44 31 32.32587(N) 099 59 14.61335(W)   ADJUSTED
 PS0742* NAVD 88 ORTHO HEIGHT -   529.490 (meters)     1737.17  (feet) ADJUSTED
 PS0742  ______________________________________________________________________
 PS0742  GEOID HEIGHT    -        -23.460 (meters)                     GEOID18
 PS0742  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 PS0742  DYNAMIC HEIGHT  -        529.394 (meters)     1736.85  (feet) COMP
 PS0742  MODELED GRAVITY -    980,419.0   (mgal)                       NAVD 88
 PS0742
 PS0742  HORZ ORDER      -  THIRD
 PS0742  VERT ORDER      -  FIRST     CLASS II
 PS0742
 PS0742.The horizontal coordinates were established by classical geodetic methods
 PS0742.and adjusted by the National Geodetic Survey in January 1998.
 PS0742
 PS0742.The orthometric height was determined by differential leveling and
 PS0742.adjusted by the NATIONAL GEODETIC SURVEY
 PS0742.in October 1997.
 PS0742
 PS0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0742.GEOID18 height accuracy estimate available here.
 PS0742
 PS0742.Click photographs - Photos may exist for this station.
 PS0742
 PS0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0742
 PS0742.The dynamic height is computed by dividing the NAVD 88
 PS0742.geopotential number by the normal gravity value computed on the
 PS0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0742.degrees latitude (g = 980.6199 gals.).
 PS0742
 PS0742.The modeled gravity was interpolated from observed gravity values.
 PS0742
 PS0742. The following values were computed from the NAD 83(1996) position.
 PS0742
 PS0742;                    North         East     Units Scale Factor Converg.
 PS0742;SPC SD S     -   243,619.062   627,501.265   MT  1.00003244   +0 14 19.1
 PS0742;SPC SD S     -   799,273.54  2,058,727.07   sFT  1.00003244   +0 14 19.1
 PS0742;UTM  14      - 4,930,731.993   421,538.856   MT  0.99967570   -0 41 32.7
 PS0742
 PS0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0742!SPC SD S     -   0.99992066  x   1.00003244  =   0.99995310
 PS0742!UTM  14      -   0.99992066  x   0.99967570  =   0.99959639
 PS0742
 PS0742:                Primary Azimuth Mark                     Grid Az
 PS0742:SPC SD S     -  BLUNT AZ MK RESET                        180 59 58.0
 PS0742:UTM  14      -  BLUNT AZ MK RESET                        181 55 49.8
 PS0742
 PS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2153830731(NAD 83)
 PS0742
 PS0742|---------------------------------------------------------------------|
 PS0742| PID    Reference Object                     Distance      Geod. Az  |
 PS0742|                                                           dddmmss.s |
 PS0742| AB6179 BLUNT RM 1                           17.834 METERS 00257     |
 PS0742| PS0733 HARROLD MUNICIPAL TANK              APPROX.19.8 KM 0911437.9 |
 PS0742| AB6178 BLUNT RM 2                           16.402 METERS 17714     |
 PS0742| CQ5731 BLUNT AZ MK                                        1810956.1 |
 PS0742| PS0744 BLUNT AZ MK RESET                   APPROX. 0.6 KM 1811417.1 |
 PS0742|---------------------------------------------------------------------|
 PS0742
 PS0742                          SUPERSEDED SURVEY CONTROL
 PS0742
 PS0742  NAD 83(1986)-  44 31 32.32181(N)    099 59 14.61816(W) AD(       ) 3
 PS0742  NAD 27      -  44 31 32.38800(N)    099 59 13.18100(W) AD(       ) 3
 PS0742
 PS0742.Superseded values are not recommended for survey control.
 PS0742
 PS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0742.See file dsdata.pdf to determine how the superseded data were derived.
 PS0742
 PS0742_MARKER: DS = TRIANGULATION STATION DISK
 PS0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0742_STAMPING: BLUNT 1951
 PS0742_MARK LOGO: CGS
 PS0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0742+STABILITY: SURFACE MOTION
 PS0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0742+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 PS0742
 PS0742  HISTORY     - Date     Condition        Report By
 PS0742  HISTORY     - 1951     MONUMENTED       CGS
 PS0742  HISTORY     - 1963     GOOD             USDA
 PS0742  HISTORY     - 1978     GOOD             NGS
 PS0742  HISTORY     - 19941130 GOOD             NGS
 PS0742  HISTORY     - 20120515 GOOD             INDIV
 PS0742
 PS0742                          STATION DESCRIPTION
 PS0742
 PS0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0742'THE STATION IS LOCATED ABOUT 3/4 MILES NORTH OF THE SMALL VILLAGE
 PS0742'OF BLUNT, ON THE EAST SIDE OF A GRAVEL ROAD.  IT IS ABOUT 100
 PS0742'YARDS EAST OF A RADIO MAST AND 75 YARDS EAST OF A CEMENT WATER
 PS0742'SUPPLY TANK.  IT IS 28 FEET EAST OF THE CENTERLINE OF THE
 PS0742'GRAVEL ROAD, 5 FEET NORTHWEST OF A WHITE WITNESS POST AND 4.5
 PS0742'FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 PS0742'ABOUT 6 INCHES AND THE DISK IS STAMPED BLUNT 1951.
 PS0742'
 PS0742'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE GRAVEL ROAD AND
 PS0742'2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 PS0742'ABOUT 5 INCHES AND THE DISK IS STAMPED BLUNT NO 1 1951.
 PS0742'
 PS0742'REFERENCE MARK NO. 2 IS 31 FEET EAST OF THE GRAVEL ROAD AND
 PS0742'2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 PS0742'ABOUT 5 INCHES AND THE DISK IS STAMPED BLUNT NO 2 1951.
 PS0742'
 PS0742'AZIMUTH MARK IS 46 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 PS0742'28 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 9 FEET EAST
 PS0742'OF A RIGHT-OF-WAY FENCELINE, 9 FEET NORTH OF OF A POWERLINE
 PS0742'POLE AND 3 FEET NORTH NORTHEAST OF A WHITE WITNESS POST.  THE
 PS0742'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BLUNT
 PS0742'1951.
 PS0742'
 PS0742'TO REACH THE STATION FROM THE POST OFFICE IN BLUNT, GO NORTH
 PS0742'FOR 0.05 MILE TO A CROSS STREET, TURN LEFT (WEST) AND GO 0.1
 PS0742'MILE TO A CROSS STREET, TURN RIGHT (NORTH) AND FOLLOW MAIN
 PS0742'TRAVELED ROAD FOR 0.2 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 PS0742'CONTINUE NORTH FOR 0.4 MILE TO TOP OF HILL AND STATION ON
 PS0742'RIGHT AS DESCRIBED.
 PS0742'
 PS0742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0742
 PS0742                          STATION RECOVERY (1963)
 PS0742
 PS0742'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1963 (AWH)
 PS0742'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PS0742
 PS0742                          STATION RECOVERY (1978)
 PS0742
 PS0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PS0742'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PS0742'CONDITION, THE AZIMUTH MARK WAS FOUND LYING ON TOP OF GROUND, THE
 PS0742'DISK WAS REMOVED AT THIS TIME.  A NEW NEW AZIMUTH MARK WAS
 PS0742'ESTABLISHED AT THIS TIME.
 PS0742'
 PS0742'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF BLUNT, ABOUT 100 YARDS
 PS0742'EAST OF A SMALL RADIO ANTENNA, ABOUT 75 YARDS EAST OF A SMALL
 PS0742'CONCRETE WATER TANK.
 PS0742'
 PS0742'TO REACH THE STATION FROM THE POST OFFICE IN BLUNT, GO NORTH FOR
 PS0742'0.1 MILE TO CROSSSTREET, TURN LEFT, GO WEST FOR 0.1 MILE TO
 PS0742'CROSSSTREET, TURN RIGHT, GO NORTH FOR 0.2 MILE TO THE AZIMUTH MARK
 PS0742'ON LEFT, CONTINUE NORTH FOR 0.4 MILE TO TOP OF HILL AND THE
 PS0742'STATION ON THE RIGHT.
 PS0742'
 PS0742'STATION MARK IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 PS0742'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 PS0742'STAMPED BLUNT 1951.  IT IS 37.5 FEET NORTH-NORTHWEST OF TELEPHONE
 PS0742'POLE, 29.6 FEET SOUTH-SOUTHWEST OF CENTER OF GATE, 27 FEET EAST OF
 PS0742'CENTER OF GRAVEL ROAD, 7 FEET WEST OF FENCE AND 4.7 FEET
 PS0742'NORTHWEST OF WITNESS POST.
 PS0742'
 PS0742'REFERENCE MARK 1 A STANDARD DISK SET TOP OF A 10 INCH SQUARE CONCRETE
 PS0742'MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS STAMPED
 PS0742'BLUNT NO 1 1951.  IT IS 61.6 FEET NORTH OF WITNESS POST, 31 FEET
 PS0742'EAST OF CENTER OF GRAVEL ROAD, 3.5 FEET WEST OF FENCE AND 30 FEET
 PS0742'NORTH-NORTHWEST OF CENTER OF GATE.
 PS0742'
 PS0742'REFERENCE MARK 2 A STANDARD DISK ST IN TOP OF A 10 INCH SQUARE
 PS0742'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BLUNT NO 2
 PS0742'1951.  IT IS 50.8 FEET SOUTH OF WITNESS POST, 30 FEET EAST OF
 PS0742'CENTER OF GRAVEL ROAD, 18 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 PS0742'AND 4.8 FEET WEST OF FENCE.
 PS0742'
 PS0742'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 PS0742'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BLUNT 1951 1978.  IT
 PS0742'IS 37 FEET NORTH OF CENTER LINE OF STREET, 31 FEET WEST OF STREET,
 PS0742'3.2 FEET NORTH OF POWER LINE POLE AND 1.4 FEET EAST OF WITNESS
 PS0742'POST.
 PS0742'
 PS0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE NORTH
 PS0742'OF BLUNT.
 PS0742
 PS0742                          STATION RECOVERY (1994)
 PS0742
 PS0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0742'0.6 KM (0.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0742'BLUNT, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG LYDIA STREET, THENCE 0.6
 PS0742'KM (0.35 MI) NORTHERLY ALONG BLUFF STREET, 17.9 M (58.7 FT) SOUTH OF
 PS0742'REFERENCE MARK 1, 16.4 M (53.8 FT) NORTH OF REFERENCE MARK 2, 8.6 M
 PS0742'(28.2 FT) EAST OF THE STREET CENTER, 2.1 M (6.9 FT) WEST OF A FENCE,
 PS0742'1.4 M (4.6 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 PS0742'LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 PS0742'THE GROUND SURFACE.
 PS0742
 PS0742                          STATION RECOVERY (2012)
 PS0742
 PS0742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0744 ***********************************************************************
 PS0744  DESIGNATION -  BLUNT AZ MK RESET
 PS0744  PID         -  PS0744
 PS0744  STATE/COUNTY-  SD/HUGHES
 PS0744  COUNTRY     -  US
 PS0744  USGS QUAD   -  BLUNT (2017)
 PS0744
 PS0744                         *CURRENT SURVEY CONTROL
 PS0744  ______________________________________________________________________
 PS0744* NAD 83(1996) POSITION- 44 31 13.00886(N) 099 59 15.19688(W)   NO CHECK
 PS0744* NAVD 88 ORTHO HEIGHT -   495.419 (meters)     1625.39  (feet) ADJUSTED
 PS0744  ______________________________________________________________________
 PS0744  GEOID HEIGHT    -        -23.473 (meters)                     GEOID18
 PS0744  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 PS0744  DYNAMIC HEIGHT  -        495.329 (meters)     1625.09  (feet) COMP
 PS0744  MODELED GRAVITY -    980,419.2   (mgal)                       NAVD 88
 PS0744
 PS0744  HORZ ORDER      -  THIRD
 PS0744  VERT ORDER      -  FIRST     CLASS II
 PS0744
 PS0744.The horizontal coordinates were established by classical geodetic methods
 PS0744.and adjusted by the National Geodetic Survey in January 1998.
 PS0744
 PS0744.No horizontal observational check was made to the station.
 PS0744
 PS0744.The orthometric height was determined by differential leveling and
 PS0744.adjusted by the NATIONAL GEODETIC SURVEY
 PS0744.in October 1997.
 PS0744
 PS0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0744.GEOID18 height accuracy estimate available here.
 PS0744
 PS0744.Click photographs - Photos may exist for this station.
 PS0744
 PS0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0744
 PS0744.The dynamic height is computed by dividing the NAVD 88
 PS0744.geopotential number by the normal gravity value computed on the
 PS0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0744.degrees latitude (g = 980.6199 gals.).
 PS0744
 PS0744.The modeled gravity was interpolated from observed gravity values.
 PS0744
 PS0744. The following values were computed from the NAD 83(1996) position.
 PS0744
 PS0744;                    North         East     Units Scale Factor Converg.
 PS0744;SPC SD S     -   243,022.730   627,490.861   MT  1.00003096   +0 14 18.7
 PS0744;SPC SD S     -   797,317.07  2,058,692.93   sFT  1.00003096   +0 14 18.7
 PS0744;UTM  14      - 4,930,136.120   421,518.772   MT  0.99967574   -0 41 32.9
 PS0744
 PS0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0744!SPC SD S     -   0.99992601  x   1.00003096  =   0.99995696
 PS0744!UTM  14      -   0.99992601  x   0.99967574  =   0.99960177
 PS0744
 PS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2151830136(NAD 83)
 PS0744
 PS0744                          SUPERSEDED SURVEY CONTROL
 PS0744
 PS0744  NAD 83(1986)-  44 31 13.00466(N)    099 59 15.20168(W) AD(       ) 3
 PS0744  NAD 27      -  44 31 13.07083(N)    099 59 13.76520(W) AD(       ) 3
 PS0744
 PS0744.Superseded values are not recommended for survey control.
 PS0744
 PS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0744.See file dsdata.pdf to determine how the superseded data were derived.
 PS0744
 PS0744_MARKER: DZ = AZIMUTH MARK DISK
 PS0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0744_STAMPING: BLUNT 1951 1978
 PS0744_MARK LOGO: NGS
 PS0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0744+STABILITY: SURFACE MOTION
 PS0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0744+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 PS0744
 PS0744  HISTORY     - Date     Condition        Report By
 PS0744  HISTORY     - 1978     MONUMENTED       NGS
 PS0744  HISTORY     - 19941130 GOOD             NGS
 PS0744  HISTORY     - 20120515 GOOD             INDIV
 PS0744
 PS0744                          STATION DESCRIPTION
 PS0744
 PS0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0744'IN BLUNT, AT THE INTERSECTION OF BLUFF AND LYDIA STREETS, 11.3 M (37.1
 PS0744'FT) NORTH OF THE CENTER OF LYDIA STREET, 9.1 M (29.9 FT) WEST OF THE
 PS0744'CENTER OF BLUFF STREET, 0.8 M (2.6 FT) NORTH OF A UTILITY POLE, 0.4 M
 PS0744'(1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 PS0744'BLUFF STREET, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 PS0744'GROUND SURFACE.
 PS0744
 PS0744                          STATION RECOVERY (2012)
 PS0744
 PS0744'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0743 ***********************************************************************
 PS0743  DESIGNATION -  BLUNT CENTRAL ELEC COOP MAST
 PS0743  PID         -  PS0743
 PS0743  STATE/COUNTY-  SD/HUGHES
 PS0743  COUNTRY     -  US
 PS0743  USGS QUAD   -  BLUNT (2017)
 PS0743
 PS0743                         *CURRENT SURVEY CONTROL
 PS0743  ______________________________________________________________________
 PS0743* NAD 83(1996) POSITION- 44 31 33.58211(N) 099 59 17.95025(W)   ADJUSTED
 PS0743  ______________________________________________________________________
 PS0743  GEOID HEIGHT    -        -23.459 (meters)                     GEOID18
 PS0743  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 PS0743  HORZ ORDER      -  THIRD
 PS0743
 PS0743.The horizontal coordinates were established by classical geodetic methods
 PS0743.and adjusted by the National Geodetic Survey in January 1998.
 PS0743
 PS0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0743.GEOID18 height accuracy estimate available here.
 PS0743
 PS0743.Click photographs - Photos may exist for this station.
 PS0743
 PS0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0743
 PS0743. The following values were computed from the NAD 83(1996) position.
 PS0743
 PS0743;                    North         East     Units Scale Factor Converg.
 PS0743;SPC SD S     -   243,657.534   627,427.417   MT  1.00003254   +0 14 16.8
 PS0743;SPC SD S     -   799,399.76  2,058,484.78   sFT  1.00003254   +0 14 16.8
 PS0743;UTM  14      - 4,930,771.645   421,465.670   MT  0.99967585   -0 41 35.1
 PS0743
 PS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2146530771(NAD 83)
 PS0743
 PS0743                          SUPERSEDED SURVEY CONTROL
 PS0743
 PS0743  NAD 83(1986)-  44 31 33.57745(N)    099 59 17.95500(W) AD(       ) 3
 PS0743  NAD 27      -  44 31 33.63900(N)    099 59 16.51800(W) AD(       ) 3
 PS0743
 PS0743.Superseded values are not recommended for survey control.
 PS0743
 PS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0743.See file dsdata.pdf to determine how the superseded data were derived.
 PS0743
 PS0743_MARKER: 42 = RADIO/TV MAST
 PS0743
 PS0743  HISTORY     - Date     Condition        Report By
 PS0743  HISTORY     - 1951     FIRST OBSERVED   CGS
 PS0743
 PS0743                          STATION DESCRIPTION
 PS0743
 PS0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0743'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE VILLAGE OF
 PS0743'BLUNT AND ABOUT 50 FEET NORTHWEST OF A CONCRETE RESERVOIR.  IT
 PS0743'IS A STEEL STRUCTURE APPROXIMATELY 80 FEET HIGH.
 PS0743'
 PS0743'THE POINT INTERSECTED WAS THE LIGHT AT TOP OF TOWER.
 PS0743'
 PS0743'TO REACH FROM THE CROSS STREETS JUST NORTH OF THE POST OFFICE
 PS0743'IN BLUNT, GO WEST 1 BLOCK, TURN RIGHT (NORTH) 0.65 MILE TO THE
 PS0743'TOP OF RIDGE AND THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6179 ***********************************************************************
 AB6179  DESIGNATION -  BLUNT RM 1
 AB6179  PID         -  AB6179
 AB6179  STATE/COUNTY-  SD/HUGHES
 AB6179  COUNTRY     -  US
 AB6179  USGS QUAD   -  BLUNT (2017)
 AB6179
 AB6179                         *CURRENT SURVEY CONTROL
 AB6179  ______________________________________________________________________
 AB6179* NAD 83(1986) POSITION- 44 31 32.90   (N) 099 59 14.57   (W)   HD_HELD1
 AB6179* NAVD 88 ORTHO HEIGHT -   529.415 (meters)     1736.92  (feet) ADJUSTED
 AB6179  ______________________________________________________________________
 AB6179  GEOID HEIGHT    -        -23.460 (meters)                     GEOID18
 AB6179  DYNAMIC HEIGHT  -        529.318 (meters)     1736.60  (feet) COMP
 AB6179  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 AB6179
 AB6179  VERT ORDER      -  FIRST     CLASS II
 AB6179
 AB6179.The horizontal coordinates were determined by differentially corrected
 AB6179.hand held GPS observations or other comparable positioning techniques
 AB6179.and have an estimated accuracy of +/- 3 meters.
 AB6179
 AB6179.The orthometric height was determined by differential leveling and
 AB6179.adjusted by the NATIONAL GEODETIC SURVEY
 AB6179.in October 1997.
 AB6179
 AB6179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6179.GEOID18 height accuracy estimate available here.
 AB6179
 AB6179.Click photographs - Photos may exist for this station.
 AB6179
 AB6179.The dynamic height is computed by dividing the NAVD 88
 AB6179.geopotential number by the normal gravity value computed on the
 AB6179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6179.degrees latitude (g = 980.6199 gals.).
 AB6179
 AB6179.The modeled gravity was interpolated from observed gravity values.
 AB6179
 AB6179;                    North         East    Units  Estimated Accuracy
 AB6179;SPC SD S     -   243,636.8     627,502.1     MT  (+/- 3 meters HH1 GPS) 
 AB6179
 AB6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2154030749(NAD 83)
 AB6179
 AB6179                          SUPERSEDED SURVEY CONTROL
 AB6179
 AB6179.No superseded survey control is available for this station.
 AB6179
 AB6179_MARKER: DR = REFERENCE MARK DISK
 AB6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6179_STAMPING: BLUNT NO 1 1951
 AB6179_MARK LOGO: CGS
 AB6179_PROJECTION: PROJECTING 5 CENTIMETERS
 AB6179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6179+STABILITY: SURFACE MOTION
 AB6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6179+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 AB6179
 AB6179  HISTORY     - Date     Condition        Report By
 AB6179  HISTORY     - 1951     MONUMENTED       CGS
 AB6179  HISTORY     - 19941130 GOOD             NGS
 AB6179  HISTORY     - 20120515 GOOD             INDIV
 AB6179
 AB6179                          STATION DESCRIPTION
 AB6179
 AB6179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6179'0.6 KM (0.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB6179'BLUNT, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG LYDIA STREET, THENCE 0.6
 AB6179'KM (0.35 MI) NORTHERLY ALONG BLUFF STREET, 34.3 M (112.5 FT) NORTH OF
 AB6179'REFERENCE MARK 2, 17.9 M (58.7 FT) NORTH OF TRIANGULATION STATION
 AB6179'BLUNT, 9.5 M (31.2 FT) EAST OF THE STREET CENTER, 9.2 M (30.2 FT)
 AB6179'NORTH OF A FIELD ENTRANCE AND GATE, 4.7 M (15.4 FT) NORTHWEST OF AN
 AB6179'UNDERGROUND CABLE JUNCTION BOX, 1.1 M (3.6 FT) WEST OF A FENCE, 0.6 M
 AB6179'(2.0 FT) BELOW THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.05
 AB6179'M (0.16 FT) ABOVE THE GROUND SURFACE.
 AB6179
 AB6179                          STATION RECOVERY (2012)
 AB6179
 AB6179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6178 ***********************************************************************
 AB6178  DESIGNATION -  BLUNT RM 2
 AB6178  PID         -  AB6178
 AB6178  STATE/COUNTY-  SD/HUGHES
 AB6178  COUNTRY     -  US
 AB6178  USGS QUAD   -  BLUNT (2017)
 AB6178
 AB6178                         *CURRENT SURVEY CONTROL
 AB6178  ______________________________________________________________________
 AB6178* NAD 83(1986) POSITION- 44 31 31.80   (N) 099 59 14.58   (W)   HD_HELD1
 AB6178* NAVD 88 ORTHO HEIGHT -   528.972 (meters)     1735.47  (feet) ADJUSTED
 AB6178  ______________________________________________________________________
 AB6178  GEOID HEIGHT    -        -23.461 (meters)                     GEOID18
 AB6178  DYNAMIC HEIGHT  -        528.876 (meters)     1735.15  (feet) COMP
 AB6178  MODELED GRAVITY -    980,419.0   (mgal)                       NAVD 88
 AB6178
 AB6178  VERT ORDER      -  FIRST     CLASS II
 AB6178
 AB6178.The horizontal coordinates were determined by differentially corrected
 AB6178.hand held GPS observations or other comparable positioning techniques
 AB6178.and have an estimated accuracy of +/- 3 meters.
 AB6178
 AB6178.The orthometric height was determined by differential leveling and
 AB6178.adjusted by the NATIONAL GEODETIC SURVEY
 AB6178.in October 1997.
 AB6178
 AB6178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6178.GEOID18 height accuracy estimate available here.
 AB6178
 AB6178.Click photographs - Photos may exist for this station.
 AB6178
 AB6178.The dynamic height is computed by dividing the NAVD 88
 AB6178.geopotential number by the normal gravity value computed on the
 AB6178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6178.degrees latitude (g = 980.6199 gals.).
 AB6178
 AB6178.The modeled gravity was interpolated from observed gravity values.
 AB6178
 AB6178;                    North         East    Units  Estimated Accuracy
 AB6178;SPC SD S     -   243,602.8     627,502.1     MT  (+/- 3 meters HH1 GPS) 
 AB6178
 AB6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2153930715(NAD 83)
 AB6178
 AB6178                          SUPERSEDED SURVEY CONTROL
 AB6178
 AB6178.No superseded survey control is available for this station.
 AB6178
 AB6178_MARKER: DR = REFERENCE MARK DISK
 AB6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6178_STAMPING: BLUNT NO 2 1951
 AB6178_MARK LOGO: CGS
 AB6178_PROJECTION: FLUSH
 AB6178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6178+STABILITY: SURFACE MOTION
 AB6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6178+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 AB6178
 AB6178  HISTORY     - Date     Condition        Report By
 AB6178  HISTORY     - 1951     MONUMENTED       CGS
 AB6178  HISTORY     - 19941130 GOOD             NGS
 AB6178  HISTORY     - 20120515 GOOD             INDIV
 AB6178
 AB6178                          STATION DESCRIPTION
 AB6178
 AB6178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6178'0.6 KM (0.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB6178'BLUNT, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG LYDIA STREET, THENCE 0.6
 AB6178'KM (0.35 MI) NORTHERLY ALONG BLUFF STREET, 34.3 SOUTH OF REFERENCE
 AB6178'MARK 1, 16.4 M (53.8 FT) SOUTH OF TRIANGULATION STATION BLUNT, 9.0 M
 AB6178'(29.5 FT) EAST OF THE STREET CENTER, 1.4 M (4.6 FT) WEST OF A FENCE,
 AB6178'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT IS
 AB6178'FLUSH WITH THE GROUND SURFACE.
 AB6178
 AB6178                          STATION RECOVERY (2012)
 AB6178
 AB6178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0135 ***********************************************************************
 PT0135  DESIGNATION -  BM
 PT0135  PID         -  PT0135
 PT0135  STATE/COUNTY-  SD/HUGHES
 PT0135  COUNTRY     -  US
 PT0135  USGS QUAD   -  PIERRE (2017)
 PT0135
 PT0135                         *CURRENT SURVEY CONTROL
 PT0135  ______________________________________________________________________
 PT0135* NAD 83(1986) POSITION- 44 21 50.     (N) 100 20 26.     (W)   SCALED
 PT0135* NAVD 88 ORTHO HEIGHT -   451.817 (meters)     1482.34  (feet) ADJUSTED
 PT0135  ______________________________________________________________________
 PT0135  GEOID HEIGHT    -        -23.468 (meters)                     GEOID18
 PT0135  DYNAMIC HEIGHT  -        451.729 (meters)     1482.05  (feet) COMP
 PT0135  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 PT0135
 PT0135  VERT ORDER      -  FIRST     CLASS II
 PT0135
 PT0135.The horizontal coordinates were scaled from a map and have
 PT0135.an estimated accuracy of +/- 6 seconds.
 PT0135
 PT0135.The orthometric height was determined by differential leveling and
 PT0135.adjusted by the NATIONAL GEODETIC SURVEY
 PT0135.in October 1997.
 PT0135
 PT0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0135.GEOID18 height accuracy estimate available here.
 PT0135
 PT0135.Click photographs - Photos may exist for this station.
 PT0135
 PT0135.The dynamic height is computed by dividing the NAVD 88
 PT0135.geopotential number by the normal gravity value computed on the
 PT0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0135.degrees latitude (g = 980.6199 gals.).
 PT0135
 PT0135.The modeled gravity was interpolated from observed gravity values.
 PT0135
 PT0135;                    North         East    Units  Estimated Accuracy
 PT0135;SPC SD S     -   225,590.      599,420.      MT  (+/- 180 meters Scaled)
 PT0135
 PT0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ931131(NAD 83)
 PT0135
 PT0135                          SUPERSEDED SURVEY CONTROL
 PT0135
 PT0135  NAVD 88 (06/15/91)  451.866  (m)         1482.50   (f) SUPERSEDED  1 2
 PT0135  NGVD 29 (??/??/92)  451.493  (m)         1481.27   (f) ADJ UNCH    1 2
 PT0135
 PT0135.Superseded values are not recommended for survey control.
 PT0135
 PT0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0135.See file dsdata.pdf to determine how the superseded data were derived.
 PT0135
 PT0135_MARKER: P = PIPE CAP
 PT0135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0135_MARK LOGO: USGS
 PT0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0135+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0135
 PT0135  HISTORY     - Date     Condition        Report By
 PT0135  HISTORY     - UNK      MONUMENTED       USGS
 PT0135  HISTORY     - 1951     GOOD             CGS
 PT0135  HISTORY     - 19860930 GOOD             NGS
 PT0135  HISTORY     - 19941121 GOOD             NGS
 PT0135  HISTORY     - 20130116 GOOD             INDIV
 PT0135  HISTORY     - 20230818 MARK NOT FOUND   SDSM
 PT0135
 PT0135                          STATION DESCRIPTION
 PT0135
 PT0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0135'AT PIERRE.
 PT0135'AT PIERRE, AT THE INTERSECTION OF CAPITOL AVENUE AND WASHINGTON
 PT0135'AVENUE, 33 FEET WEST OF THE CENTER LINE OF WASHINGTON AVENUE,
 PT0135'24 FEET NORTH OF THE CENTER LINE OF CAPITOL AVENUE, 0.8 FOOT WEST
 PT0135'OF A STREET MARKER SIGN, RIVETED ON THE TOP OF A 3 INCH IRON
 PT0135'PIPE WHICH IS FLUSH WITH THE SIDEWALK.
 PT0135
 PT0135                          STATION RECOVERY (1986)
 PT0135
 PT0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0135'AT PIERRE, AT THE INTERSECTION OF CAPITOL AND WASHINGTON AVENUES,
 PT0135'10.06 M (33.0 FT) WEST FROM THE CENTERLINE OF WASHINGTON AVENUE,
 PT0135'7.32 M (24.0 FT) NORTH FROM THE CENTERLINE OF CAPITOL AVENUE, RIVETED
 PT0135'ON THE TOP OF A 3-INCH IRON PIPE THAT IS FLUSH WITH THE SIDEWALK.
 PT0135'DEPTH OF PIPE UNKNOWN.
 PT0135
 PT0135                          STATION RECOVERY (1994)
 PT0135
 PT0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT0135'IN PIERRE, AT THE INTERSECTION OF EAST CAPITAL AND NORTH WASHINGTON
 PT0135'AVENUES, 9.6 M (31.5 FT) WEST OF THE CENTER OF WASHINGTON AVENUE, 8.1
 PT0135'M (26.6 FT) NORTH OF AND LEVEL WITH THE CENTER OF CAPITAL AVENUE, 2.9
 PT0135'M (9.5 FT) EAST OF A FIRE HYDRANT, AND THE PIPE CAP IS FLUSH WITH AND
 PT0135'SURROUNDED BY A SIDEWALK.  NOTE--THE PIPE DEPTH IS UNKNOWN.
 PT0135
 PT0135                          STATION RECOVERY (2013)
 PT0135
 PT0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0135'RECOVERED IN GOOD CONDITION.
 PT0135
 PT0135                          STATION RECOVERY (2023)
 PT0135
 PT0135'RECOVERY NOTE BY STATE OF SOUTH DAKOTA 2023 (KD)
 PT0135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1503 ***********************************************************************
 PU1503  DESIGNATION -  BM
 PU1503  PID         -  PU1503
 PU1503  STATE/COUNTY-  SD/MEADE
 PU1503  COUNTRY     -  US
 PU1503  USGS QUAD   -  FORT MEADE (2017)
 PU1503
 PU1503                         *CURRENT SURVEY CONTROL
 PU1503  ______________________________________________________________________
 PU1503* NAD 83(1986) POSITION- 44 24 42.     (N) 103 28 58.     (W)   SCALED
 PU1503* NAVD 88 ORTHO HEIGHT -  1016.199 (meters)     3333.98  (feet) ADJUSTED
 PU1503  ______________________________________________________________________
 PU1503  GEOID HEIGHT    -        -15.396 (meters)                     GEOID18
 PU1503  DYNAMIC HEIGHT  -       1015.881 (meters)     3332.94  (feet) COMP
 PU1503  MODELED GRAVITY -    980,270.2   (mgal)                       NAVD 88
 PU1503
 PU1503  VERT ORDER      -  SECOND    CLASS 0
 PU1503
 PU1503.The horizontal coordinates were scaled from a map and have
 PU1503.an estimated accuracy of +/- 6 seconds.
 PU1503
 PU1503.The orthometric height was determined by differential leveling and
 PU1503.adjusted by the NATIONAL GEODETIC SURVEY
 PU1503.in June 1991.
 PU1503
 PU1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1503.GEOID18 height accuracy estimate available here.
 PU1503
 PU1503.Click photographs - Photos may exist for this station.
 PU1503
 PU1503.The dynamic height is computed by dividing the NAVD 88
 PU1503.geopotential number by the normal gravity value computed on the
 PU1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1503.degrees latitude (g = 980.6199 gals.).
 PU1503
 PU1503.The modeled gravity was interpolated from observed gravity values.
 PU1503
 PU1503;                    North         East    Units  Estimated Accuracy
 PU1503;SPC SD N     -    70,230.      322,680.      MT  (+/- 180 meters Scaled)
 PU1503
 PU1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK207187(NAD 83)
 PU1503
 PU1503                          SUPERSEDED SURVEY CONTROL
 PU1503
 PU1503  NGVD 29 (??/??/92) 1015.66   (m)         3332.2    (f) COMPUTED    2 0
 PU1503
 PU1503.Superseded values are not recommended for survey control.
 PU1503
 PU1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1503.See file dsdata.pdf to determine how the superseded data were derived.
 PU1503
 PU1503_MARKER: Q = CHISELED SQUARE
 PU1503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1503_SP_SET: BRIDGE
 PU1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1503
 PU1503  HISTORY     - Date     Condition        Report By
 PU1503  HISTORY     - UNK      MONUMENTED       USGS
 PU1503  HISTORY     - 1934     GOOD             CGS
 PU1503  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1503
 PU1503                          STATION DESCRIPTION
 PU1503
 PU1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1503'1.9 MI E FROM STURGIS.
 PU1503'1.9 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1503'AT STURGIS, 0.25 MILE WEST OF THE FLAGSTAFF AT FORT MEADE,
 PU1503'AT A HIGHWAY FORK, AT A CONCRETE BRIDGE, AND ON THE TOP OF THE
 PU1503'NORTH RAILING.  A CHISELED SQUARE.
 PU1503
 PU1503                          STATION RECOVERY (1963)
 PU1503
 PU1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1684 ***********************************************************************
 PU1684  DESIGNATION -  BM
 PU1684  PID         -  PU1684
 PU1684  STATE/COUNTY-  SD/MEADE
 PU1684  COUNTRY     -  US
 PU1684  USGS QUAD   -  STURGIS (2017)
 PU1684
 PU1684                         *CURRENT SURVEY CONTROL
 PU1684  ______________________________________________________________________
 PU1684* NAD 83(1986) POSITION- 44 24 56.     (N) 103 30 09.     (W)   SCALED
 PU1684* NAVD 88 ORTHO HEIGHT -  1029.787 (meters)     3378.56  (feet) ADJUSTED
 PU1684  ______________________________________________________________________
 PU1684  GEOID HEIGHT    -        -15.322 (meters)                     GEOID18
 PU1684  DYNAMIC HEIGHT  -       1029.453 (meters)     3377.46  (feet) COMP
 PU1684  MODELED GRAVITY -    980,258.5   (mgal)                       NAVD 88
 PU1684
 PU1684  VERT ORDER      -  SECOND    CLASS 0
 PU1684
 PU1684.The horizontal coordinates were scaled from a map and have
 PU1684.an estimated accuracy of +/- 6 seconds.
 PU1684
 PU1684.The orthometric height was determined by differential leveling and
 PU1684.adjusted by the NATIONAL GEODETIC SURVEY
 PU1684.in June 1991.
 PU1684
 PU1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1684.GEOID18 height accuracy estimate available here.
 PU1684
 PU1684.Click photographs - Photos may exist for this station.
 PU1684
 PU1684.The dynamic height is computed by dividing the NAVD 88
 PU1684.geopotential number by the normal gravity value computed on the
 PU1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1684.degrees latitude (g = 980.6199 gals.).
 PU1684
 PU1684.The modeled gravity was interpolated from observed gravity values.
 PU1684
 PU1684;                    North         East    Units  Estimated Accuracy
 PU1684;SPC SD N     -    70,730.      321,130.      MT  (+/- 180 meters Scaled)
 PU1684
 PU1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK192191(NAD 83)
 PU1684
 PU1684                          SUPERSEDED SURVEY CONTROL
 PU1684
 PU1684  NGVD 29 (??/??/92) 1029.23   (m)         3376.7    (f) COMPUTED    2 0
 PU1684
 PU1684.Superseded values are not recommended for survey control.
 PU1684
 PU1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1684.See file dsdata.pdf to determine how the superseded data were derived.
 PU1684
 PU1684_MARKER: Q = CHISELED SQUARE
 PU1684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1684_SP_SET: BRIDGE
 PU1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1684
 PU1684  HISTORY     - Date     Condition        Report By
 PU1684  HISTORY     - UNK      MONUMENTED       USGS
 PU1684  HISTORY     - 1934     GOOD             CGS
 PU1684  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1684
 PU1684                          STATION DESCRIPTION
 PU1684
 PU1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1684'0.7 MI E FROM STURGIS.
 PU1684'0.7 MILE EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1684'AT STURGIS, AT A CONCRETE BRIDGE, ON THE TOP OF THE NORTHWEST
 PU1684'CORNER OF THE NORTH WALL, AND JUST WEST OF THE IRON RAILING.
 PU1684'A CHISELED SQUARE.
 PU1684
 PU1684                          STATION RECOVERY (1963)
 PU1684
 PU1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0389 ***********************************************************************
 PT0389  DESIGNATION -  BM
 PT0389  PID         -  PT0389
 PT0389  STATE/COUNTY-  SD/ZIEBACH
 PT0389  COUNTRY     -  US
 PT0389  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0389
 PT0389                         *CURRENT SURVEY CONTROL
 PT0389  ______________________________________________________________________
 PT0389* NAD 83(1986) POSITION- 44 46 36.     (N) 101 15 30.     (W)   SCALED
 PT0389* NAVD 88 ORTHO HEIGHT -   612.244 (meters)     2008.67  (feet) ADJUSTED
 PT0389  ______________________________________________________________________
 PT0389  GEOID HEIGHT    -        -21.639 (meters)                     GEOID18
 PT0389  DYNAMIC HEIGHT  -        612.128 (meters)     2008.29  (feet) COMP
 PT0389  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 PT0389
 PT0389  VERT ORDER      -  SECOND    CLASS 0
 PT0389
 PT0389.The horizontal coordinates were scaled from a map and have
 PT0389.an estimated accuracy of +/- 6 seconds.
 PT0389
 PT0389.The orthometric height was determined by differential leveling and
 PT0389.adjusted by the NATIONAL GEODETIC SURVEY
 PT0389.in June 1991.
 PT0389
 PT0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0389.GEOID18 height accuracy estimate available here.
 PT0389
 PT0389.Click photographs - Photos may exist for this station.
 PT0389
 PT0389.The dynamic height is computed by dividing the NAVD 88
 PT0389.geopotential number by the normal gravity value computed on the
 PT0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0389.degrees latitude (g = 980.6199 gals.).
 PT0389
 PT0389.The modeled gravity was interpolated from observed gravity values.
 PT0389
 PT0389;                    North         East    Units  Estimated Accuracy
 PT0389;SPC SD N     -   105,600.      500,410.      MT  (+/- 180 meters Scaled)
 PT0389
 PT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ213606(NAD 83)
 PT0389
 PT0389                          SUPERSEDED SURVEY CONTROL
 PT0389
 PT0389  NGVD 29 (??/??/92)  611.800  (m)         2007.21   (f) ADJ UNCH    2 0
 PT0389
 PT0389.Superseded values are not recommended for survey control.
 PT0389
 PT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0389.See file dsdata.pdf to determine how the superseded data were derived.
 PT0389
 PT0389_MARKER: P = PIPE CAP
 PT0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0389
 PT0389  HISTORY     - Date     Condition        Report By
 PT0389  HISTORY     - UNK      MONUMENTED       BLM
 PT0389  HISTORY     - 1934     GOOD             CGS
 PT0389  HISTORY     - 1976     MARK NOT FOUND   USGS
 PT0389  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0389
 PT0389                          STATION DESCRIPTION
 PT0389
 PT0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0389'2.1 MI W FROM EAGLE BUTTE.
 PT0389'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0389'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0389'16.2 MILES SOUTH ALONG STATE HIGHWAY 63, AT A CURVE FROM THE
 PT0389'EAST TO THE SOUTH, 300 FEET EAST OF THE HIGHWAY, AND AT
 PT0389'A RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GENERAL LAND
 PT0389'OFFICE STANDARD CAP, FASTENED ON THE TOP OF A 3-INCH IRON
 PT0389'PIPE.
 PT0389
 PT0389                          STATION RECOVERY (1976)
 PT0389
 PT0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PT0389'MARK NOT FOUND.
 PT0389
 PT0389                          STATION RECOVERY (1985)
 PT0389
 PT0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0389'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0259 ***********************************************************************
 PT0259  DESIGNATION -  BM
 PT0259  PID         -  PT0259
 PT0259  STATE/COUNTY-  SD/STANLEY
 PT0259  COUNTRY     -  US
 PT0259  USGS QUAD   -  PIERRE SW (2017)
 PT0259
 PT0259                         *CURRENT SURVEY CONTROL
 PT0259  ______________________________________________________________________
 PT0259* NAD 83(1986) POSITION- 44 18 29.     (N) 100 25 35.     (W)   SCALED
 PT0259* NAVD 88 ORTHO HEIGHT -   451.343 (meters)     1480.78  (feet) ADJUSTED
 PT0259  ______________________________________________________________________
 PT0259  GEOID HEIGHT    -        -23.610 (meters)                     GEOID18
 PT0259  DYNAMIC HEIGHT  -        451.242 (meters)     1480.45  (feet) COMP
 PT0259  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 PT0259
 PT0259  VERT ORDER      -  SECOND    CLASS 0
 PT0259
 PT0259.The horizontal coordinates were scaled from a map and have
 PT0259.an estimated accuracy of +/- 6 seconds.
 PT0259
 PT0259.The orthometric height was determined by differential leveling and
 PT0259.adjusted by the NATIONAL GEODETIC SURVEY
 PT0259.in June 1991.
 PT0259
 PT0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0259.GEOID18 height accuracy estimate available here.
 PT0259
 PT0259.Click photographs - Photos may exist for this station.
 PT0259
 PT0259.The dynamic height is computed by dividing the NAVD 88
 PT0259.geopotential number by the normal gravity value computed on the
 PT0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0259.degrees latitude (g = 980.6199 gals.).
 PT0259
 PT0259.The modeled gravity was interpolated from observed gravity values.
 PT0259
 PT0259;                    North         East    Units  Estimated Accuracy
 PT0259;SPC SD S     -   219,390.      592,580.      MT  (+/- 180 meters Scaled)
 PT0259
 PT0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ862070(NAD 83)
 PT0259
 PT0259                          SUPERSEDED SURVEY CONTROL
 PT0259
 PT0259  NGVD 29 (??/??/92)  450.956  (m)         1479.51   (f) ADJ UNCH    2 0
 PT0259
 PT0259.Superseded values are not recommended for survey control.
 PT0259
 PT0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0259.See file dsdata.pdf to determine how the superseded data were derived.
 PT0259
 PT0259_MARKER: DD = SURVEY DISK
 PT0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0259_MARK LOGO: USGS
 PT0259_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0259
 PT0259  HISTORY     - Date     Condition        Report By
 PT0259  HISTORY     - UNK      MONUMENTED       USGS
 PT0259  HISTORY     - 1934     GOOD             CGS
 PT0259
 PT0259                          STATION DESCRIPTION
 PT0259
 PT0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0259'4.4 MI E FROM TETON.
 PT0259'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD.  AT ROAD CROSSING 20
 PT0259'POLES EAST OF MILEPOST 490.  SET IN POST 50 FEET NORTH OF
 PT0259'CENTERLINE OF TRACKS, 35 FEET EAST OF CENTERLINE OF ROAD AND 6
 PT0259'FEET SOUTHEAST OF FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0145 ***********************************************************************
 PT0145  DESIGNATION -  BM 249 2
 PT0145  PID         -  PT0145
 PT0145  STATE/COUNTY-  SD/HUGHES
 PT0145  COUNTRY     -  US
 PT0145  USGS QUAD   -  PIERRE (2017)
 PT0145
 PT0145                         *CURRENT SURVEY CONTROL
 PT0145  ______________________________________________________________________
 PT0145* NAD 83(1986) POSITION- 44 21 16.     (N) 100 18 37.     (W)   SCALED
 PT0145* NAVD 88 ORTHO HEIGHT -   440.183 (meters)     1444.17  (feet) ADJUSTED
 PT0145  ______________________________________________________________________
 PT0145  GEOID HEIGHT    -        -23.512 (meters)                     GEOID18
 PT0145  DYNAMIC HEIGHT  -        440.093 (meters)     1443.87  (feet) COMP
 PT0145  MODELED GRAVITY -    980,401.4   (mgal)                       NAVD 88
 PT0145
 PT0145  VERT ORDER      -  FIRST     CLASS II
 PT0145
 PT0145.The horizontal coordinates were scaled from a map and have
 PT0145.an estimated accuracy of +/- 6 seconds.
 PT0145
 PT0145.The orthometric height was determined by differential leveling and
 PT0145.adjusted by the NATIONAL GEODETIC SURVEY
 PT0145.in June 1991.
 PT0145
 PT0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0145.GEOID18 height accuracy estimate available here.
 PT0145
 PT0145.Click photographs - Photos may exist for this station.
 PT0145
 PT0145.The dynamic height is computed by dividing the NAVD 88
 PT0145.geopotential number by the normal gravity value computed on the
 PT0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0145.degrees latitude (g = 980.6199 gals.).
 PT0145
 PT0145.The modeled gravity was interpolated from observed gravity values.
 PT0145
 PT0145;                    North         East    Units  Estimated Accuracy
 PT0145;SPC SD S     -   224,540.      601,840.      MT  (+/- 180 meters Scaled)
 PT0145
 PT0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ955120(NAD 83)
 PT0145
 PT0145                          SUPERSEDED SURVEY CONTROL
 PT0145
 PT0145  NGVD 29 (??/??/92)  439.814  (m)         1442.96   (f) ADJ UNCH    1 2
 PT0145
 PT0145.Superseded values are not recommended for survey control.
 PT0145
 PT0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0145.See file dsdata.pdf to determine how the superseded data were derived.
 PT0145
 PT0145_MARKER: B = BOLT
 PT0145_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0145_SP_SET: STONE SQUARE
 PT0145_STAMPING: BM 249-2
 PT0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0145+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1986
 PT0145
 PT0145  HISTORY     - Date     Condition        Report By
 PT0145  HISTORY     - UNK      MONUMENTED       MORC
 PT0145  HISTORY     - 1934     GOOD             CGS
 PT0145  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0145  HISTORY     - 19860930 MARK NOT FOUND   NGS
 PT0145
 PT0145                          STATION DESCRIPTION
 PT0145
 PT0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0145'1 MI E FROM PIERRE.
 PT0145'1 MILE EAST OF PIERRE, HUGHES COUNTY, AT THE INDIAN SCHOOL, ON
 PT0145'THE WEST SIDE OF THE CAMPUS, AND 30 FEET NORTHWEST OF THE
 PT0145'NORTHWEST CORNER OF THE SUPERINTENDENTS OFFICE.  A BURIED STONE,
 PT0145'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE PROJECTING
 PT0145'ABOUT 1 FOOT ABOVE GROUND.  NOTE-- SUPERINTENDENTS OFFICE BUILDING
 PT0145'HAS BEEN DESTROYED AND AREA HAS BEEN FILLED IN WITH DIRT, MARK
 PT0145'EITHER DESTROYED OR COVERED UP.
 PT0145
 PT0145                          STATION RECOVERY (1973)
 PT0145
 PT0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0145'MARK NOT FOUND.
 PT0145
 PT0145                          STATION RECOVERY (1986)
 PT0145
 PT0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0145'NOT FOUND AND CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0575 ***********************************************************************
 QQ0575  DESIGNATION -  BOATING
 QQ0575  PID         -  QQ0575
 QQ0575  STATE/COUNTY-  SD/GRANT
 QQ0575  COUNTRY     -  US
 QQ0575  USGS QUAD   -  MARVIN (2017)
 QQ0575
 QQ0575                         *CURRENT SURVEY CONTROL
 QQ0575  ______________________________________________________________________
 QQ0575* NAD 83(1996) POSITION- 45 17 15.38668(N) 096 59 54.91692(W)   ADJUSTED
 QQ0575* NAVD 88 ORTHO HEIGHT -   619.9   (meters)     2034.    (feet) VERTCON3
 QQ0575  ______________________________________________________________________
 QQ0575  GEOID HEIGHT    -        -25.411 (meters)                     GEOID18
 QQ0575  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 QQ0575  HORZ ORDER      -  FIRST
 QQ0575
 QQ0575.The horizontal coordinates were established by classical geodetic methods
 QQ0575.and adjusted by the National Geodetic Survey in January 1998.
 QQ0575
 QQ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0575
 QQ0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0575.GEOID18 height accuracy estimate available here.
 QQ0575
 QQ0575.Click photographs - Photos may exist for this station.
 QQ0575
 QQ0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0575
 QQ0575. The following values were computed from the NAD 83(1996) position.
 QQ0575
 QQ0575;                    North         East     Units Scale Factor Converg.
 QQ0575;SPC SD N     -   165,968.058   835,398.635   MT  0.99994761   +2 07 27.2
 QQ0575;SPC SD N     -   544,513.54  2,740,803.69   sFT  0.99994761   +2 07 27.2
 QQ0575;UTM  14      - 5,016,849.194   656,950.449   MT  0.99990288   +1 25 21.3
 QQ0575
 QQ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0575!SPC SD N     -   0.99990680  x   0.99994761  =   0.99985442
 QQ0575!UTM  14      -   0.99990680  x   0.99990288  =   0.99980969
 QQ0575
 QQ0575:                Primary Azimuth Mark                     Grid Az
 QQ0575:SPC SD N     -  SUMMIT HIGH SCHOOL SPIRE                 298 44 57.2
 QQ0575:UTM  14      -  SUMMIT HIGH SCHOOL SPIRE                 299 27 03.1
 QQ0575
 QQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5695016849(NAD 83)
 QQ0575
 QQ0575|---------------------------------------------------------------------|
 QQ0575| PID    Reference Object                     Distance      Geod. Az  |
 QQ0575|                                                           dddmmss.s |
 QQ0575| CO7850 BOATING RM                                         03145     |
 QQ0575| QQ0573 WILMOT W HIGHER WHITE SPIRE         APPROX.17.1 KM 0385706.2 |
 QQ0575| QQ0574 WILMOT EASTERN WHITE SPIRE          APPROX.17.4 KM 0392248.2 |
 QQ0575| QQ0398 SUMMIT HIGH SCHOOL SPIRE            APPROX. 3.7 KM 3005224.4 |
 QQ0575|---------------------------------------------------------------------|
 QQ0575
 QQ0575                          SUPERSEDED SURVEY CONTROL
 QQ0575
 QQ0575  NAD 83(1986)-  45 17 15.38699(N)    096 59 54.90316(W) AD(       ) 1
 QQ0575  NAD 27      -  45 17 15.52300(N)    096 59 53.62900(W) AD(       ) 1
 QQ0575  USSD        -  45 17 15.68300(N)    096 59 54.06600(W) AD(       ) 3
 QQ0575  NGVD 29 (07/19/86)  619.6    (m)         2033.     (f) VERT ANG       
 QQ0575
 QQ0575.Superseded values are not recommended for survey control.
 QQ0575
 QQ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0575.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0575
 QQ0575_MARKER: N = NAIL
 QQ0575_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QQ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0575
 QQ0575  HISTORY     - Date     Condition        Report By
 QQ0575  HISTORY     - 1903     MONUMENTED       CGS
 QQ0575  HISTORY     - 1935     GOOD             CGS
 QQ0575  HISTORY     - 1964     GOOD             SDDT
 QQ0575
 QQ0575                          STATION DESCRIPTION
 QQ0575
 QQ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QQ0575'ONE MILE SOUTH AND 2 MILES EAST OF SUMMIT, IN NE 1/4 SE 1/4
 QQ0575'SEC. 13, T. 121 N., R. 51 W. OF THE FIFTH PRINCIPAL MERIDIAN,
 QQ0575'ON LAND OWNED IN 1935 BY MR. MILLER AND OCCUPIED BY ARTHUR MARKUS,
 QQ0575'ON HIGHEST POINT OF PROMINENT KNOLL, 1/2 MILE EAST-NORTHEAST
 QQ0575'OF MARKUS HOUSE.  TO REACH FROM SUMMIT, GO SOUTH 2-1/2 MILES
 QQ0575'AND EAST 2 MILES ON U.S. ROUTE 12, AND GO NORTH ABOUT
 QQ0575'1-1/4 MILES ON PRIVATE TRAIL ON MR. MARKUS PLACE (THIRD GROUP
 QQ0575'OF BUILDINGS NORTH OF HIGHWAY) AND STATION SITE.  SURFACE
 QQ0575'AND UNDERGROUND MARKS ARE NAILS IN TERRA-COTTA PIPES FILLED
 QQ0575'WITH AND SET IN CONCRETE.  REFERENCE MARK
 QQ0575'IS NAIL IN TERRA-COTTA PIPE FILLED WITH AND SET IN CONCRETE,
 QQ0575'FLUSH WITH SURFACE OF GROUND, NEAR EAST 1/4 CORNER, ON
 QQ0575'WEST SIDE OF TRAIL EXTENDING NORTH ALONG SECTION LINE,
 QQ0575'ABOUT 50 YARDS NORTH OF SMALL SLOUGH, AT INTERSECTION OF
 QQ0575'PROJECTIONS OF NORTH-AND-SOUTH AND EAST-AND-WEST FENCE
 QQ0575'LINES, AND 413.73 METERS (1,357.4 FEET) FROM STATION
 QQ0575'N 31 DEG 45 MIN E.  FOLLOWING DISTANCES AND
 QQ0575'BEARINGS ARE FROM STATION--MR.  HONGS WINDMILL TOWER, ABOUT
 QQ0575'1-1/2 MILES, S 10 DEG 28 MIN W.  CUPOLA OF LARGE BARN,
 QQ0575'ABOUT 1-1/2 MILES, S 75 DEG 28 MIN W.  AND SCHOOLHOUSE
 QQ0575'(DISTRICT NO. 4) CHIMNEY, ABOUT 2 MILES, N 60 DEG 07 MIN E.
 QQ0575
 QQ0575                          STATION RECOVERY (1964)
 QQ0575
 QQ0575'RECOVERY NOTE BY SD DEPT OF TRANSP 1964 (DWH)
 QQ0575'U.S.C. AND G.S. 1903-GOOD (SHOWS NO SIGNS OF EROSION).
 QQ0575'
 QQ0575'TO REACH STATION GO FROM THE INTERSECTION OF MAIN ST. OF SUMMIT
 QQ0575'SO. DAK. AND THE PRESENT U.S. ROUTE 12 EAST 2.2 MI. TURN
 QQ0575'RIGHT ON SUMMIT LAKE ROAD 1.45 MILES STATION IS DUE EAST APPROX.
 QQ0575'0.3 MI. UNABLE TO LOCATE REFERENCE MARK.  BELIEVE MARKER IS NOW
 QQ0575'UNDER ROAD GRADE.  THE MARKUS FARM BUILDINGS ARE NO LONGER
 QQ0575'PRESENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1908 ***********************************************************************
 PU1908  DESIGNATION -  BOBER
 PU1908  PID         -  PU1908
 PU1908  STATE/COUNTY-  SD/BUTTE
 PU1908  COUNTRY     -  US
 PU1908  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1908
 PU1908                         *CURRENT SURVEY CONTROL
 PU1908  ______________________________________________________________________
 PU1908* NAD 83(1986) POSITION- 44 55 00.     (N) 103 38 59.     (W)   SCALED
 PU1908* NAVD 88 ORTHO HEIGHT -   960.615 (meters)     3151.62  (feet) ADJUSTED
 PU1908  ______________________________________________________________________
 PU1908  GEOID HEIGHT    -        -16.059 (meters)                     GEOID18
 PU1908  DYNAMIC HEIGHT  -        960.373 (meters)     3150.82  (feet) COMP
 PU1908  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 PU1908
 PU1908  VERT ORDER      -  SECOND    CLASS 0
 PU1908
 PU1908.The horizontal coordinates were scaled from a map and have
 PU1908.an estimated accuracy of +/- 6 seconds.
 PU1908
 PU1908.The orthometric height was determined by differential leveling and
 PU1908.adjusted by the NATIONAL GEODETIC SURVEY
 PU1908.in June 1991.
 PU1908
 PU1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1908.GEOID18 height accuracy estimate available here.
 PU1908
 PU1908.Click photographs - Photos may exist for this station.
 PU1908
 PU1908.The dynamic height is computed by dividing the NAVD 88
 PU1908.geopotential number by the normal gravity value computed on the
 PU1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1908.degrees latitude (g = 980.6199 gals.).
 PU1908
 PU1908.The modeled gravity was interpolated from observed gravity values.
 PU1908
 PU1908;                    North         East    Units  Estimated Accuracy
 PU1908;SPC SD N     -   126,880.      311,930.      MT  (+/- 180 meters Scaled)
 PU1908
 PU1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK065745(NAD 83)
 PU1908
 PU1908                          SUPERSEDED SURVEY CONTROL
 PU1908
 PU1908  NGVD 29 (??/??/92)  960.127  (m)         3150.02   (f) ADJ UNCH    2 0
 PU1908
 PU1908.Superseded values are not recommended for survey control.
 PU1908
 PU1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1908.See file dsdata.pdf to determine how the superseded data were derived.
 PU1908
 PU1908_MARKER: DS = TRIANGULATION STATION DISK
 PU1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1908_STAMPING: BOBER 1962
 PU1908_MARK LOGO: CGS
 PU1908_PROJECTION: FLUSH
 PU1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1908+STABILITY: SURFACE MOTION
 PU1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1908+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 PU1908
 PU1908  HISTORY     - Date     Condition        Report By
 PU1908  HISTORY     - 1962     MONUMENTED       CGS
 PU1908  HISTORY     - 1963     GOOD             CGS
 PU1908  HISTORY     - 20060623 GOOD             GEOCAC
 PU1908
 PU1908                          STATION DESCRIPTION
 PU1908
 PU1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1908'22.7 MI NW FROM NISLAND.
 PU1908'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1908'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1908'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1908'ROAD, THENCE 2.0 MILES NORTH ALONG A TRACK ROAD, THENCE 1.25
 PU1908'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1908'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1908'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1908'COUNTY ROAD, THENCE 10.8 MILES NORTH ALONG A GRAVELED COUNTY
 PU1908'ROAD, 0.05 MILE NORTH OF A CATTLE GUARD, 39.5 FEET EAST OF THE
 PU1908'CENTERLINE OF THE ROAD, 69.4 FEET EAST ACROSS THE ROAD FROM
 PU1908'R.M. 1, 2.0 FEET EAST OF A NORTH-SOUTH FENCE, 56.4 FEET SOUTH
 PU1908'OF R.M. 2, 8.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 PU1908'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 PU1908'WITH THE GROUND.
 PU1908
 PU1908                          STATION RECOVERY (2006)
 PU1908
 PU1908'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 PU1908'GEOCAC FIRST REPORT.
 PU1908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1906 ***********************************************************************
 PU1906  DESIGNATION -  BOBER RM 1
 PU1906  PID         -  PU1906
 PU1906  STATE/COUNTY-  SD/BUTTE
 PU1906  COUNTRY     -  US
 PU1906  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1906
 PU1906                         *CURRENT SURVEY CONTROL
 PU1906  ______________________________________________________________________
 PU1906* NAD 83(1986) POSITION- 44 55 00.     (N) 103 38 59.     (W)   SCALED
 PU1906* NAVD 88 ORTHO HEIGHT -   960.167 (meters)     3150.15  (feet) ADJUSTED
 PU1906  ______________________________________________________________________
 PU1906  GEOID HEIGHT    -        -16.059 (meters)                     GEOID18
 PU1906  DYNAMIC HEIGHT  -        959.925 (meters)     3149.35  (feet) COMP
 PU1906  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 PU1906
 PU1906  VERT ORDER      -  SECOND    CLASS 0
 PU1906
 PU1906.The horizontal coordinates were scaled from a map and have
 PU1906.an estimated accuracy of +/- 6 seconds.
 PU1906
 PU1906.The orthometric height was determined by differential leveling and
 PU1906.adjusted by the NATIONAL GEODETIC SURVEY
 PU1906.in June 1991.
 PU1906
 PU1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1906.GEOID18 height accuracy estimate available here.
 PU1906
 PU1906.Click photographs - Photos may exist for this station.
 PU1906
 PU1906.The dynamic height is computed by dividing the NAVD 88
 PU1906.geopotential number by the normal gravity value computed on the
 PU1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1906.degrees latitude (g = 980.6199 gals.).
 PU1906
 PU1906.The modeled gravity was interpolated from observed gravity values.
 PU1906
 PU1906;                    North         East    Units  Estimated Accuracy
 PU1906;SPC SD N     -   126,880.      311,930.      MT  (+/- 180 meters Scaled)
 PU1906
 PU1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK065745(NAD 83)
 PU1906
 PU1906                          SUPERSEDED SURVEY CONTROL
 PU1906
 PU1906  NGVD 29 (??/??/92)  959.678  (m)         3148.54   (f) ADJ UNCH    2 0
 PU1906
 PU1906.Superseded values are not recommended for survey control.
 PU1906
 PU1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1906.See file dsdata.pdf to determine how the superseded data were derived.
 PU1906
 PU1906_MARKER: DR = REFERENCE MARK DISK
 PU1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1906_STAMPING: BOBER NO 1 1962
 PU1906_MARK LOGO: CGS
 PU1906_PROJECTION: FLUSH
 PU1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1906+STABILITY: SURFACE MOTION
 PU1906
 PU1906  HISTORY     - Date     Condition        Report By
 PU1906  HISTORY     - 1962     MONUMENTED       CGS
 PU1906  HISTORY     - 1963     GOOD             CGS
 PU1906
 PU1906                          STATION DESCRIPTION
 PU1906
 PU1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1906'22.7 MI NW FROM NISLAND.
 PU1906'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1906'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1906'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1906'ROAD, THENCE 2.0 MILES NORTH ALONG A TRACK ROAD, THENCE 1.25 MILES
 PU1906'NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST ALONG
 PU1906'A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 PU1906'COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 PU1906'THENCE 10.8 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 0.05
 PU1906'MILE NORTH OF A CATTLE GUARD, 30 FEET WEST OF THE CENTERLINE
 PU1906'OF THE ROAD, 91.5 FEET SOUTHWEST ACROSS THE ROAD FROM R.M. 2,
 PU1906'69.4 FEET WEST ACROSS THE ROAD FROM THE STATION MARK, 0.8 FOOT
 PU1906'EAST OF A NORTH-SOUTH FENCE, ABOUT 1 FOOT BELOW THE LEVEL
 PU1906'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 PU1906'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1907 ***********************************************************************
 PU1907  DESIGNATION -  BOBER RM 2
 PU1907  PID         -  PU1907
 PU1907  STATE/COUNTY-  SD/BUTTE
 PU1907  COUNTRY     -  US
 PU1907  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1907
 PU1907                         *CURRENT SURVEY CONTROL
 PU1907  ______________________________________________________________________
 PU1907* NAD 83(1986) POSITION- 44 55 00.     (N) 103 38 59.     (W)   SCALED
 PU1907* NAVD 88 ORTHO HEIGHT -   960.057 (meters)     3149.79  (feet) ADJUSTED
 PU1907  ______________________________________________________________________
 PU1907  GEOID HEIGHT    -        -16.059 (meters)                     GEOID18
 PU1907  DYNAMIC HEIGHT  -        959.815 (meters)     3148.99  (feet) COMP
 PU1907  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 PU1907
 PU1907  VERT ORDER      -  SECOND    CLASS 0
 PU1907
 PU1907.The horizontal coordinates were scaled from a map and have
 PU1907.an estimated accuracy of +/- 6 seconds.
 PU1907
 PU1907.The orthometric height was determined by differential leveling and
 PU1907.adjusted by the NATIONAL GEODETIC SURVEY
 PU1907.in June 1991.
 PU1907
 PU1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1907.GEOID18 height accuracy estimate available here.
 PU1907
 PU1907.Click photographs - Photos may exist for this station.
 PU1907
 PU1907.The dynamic height is computed by dividing the NAVD 88
 PU1907.geopotential number by the normal gravity value computed on the
 PU1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1907.degrees latitude (g = 980.6199 gals.).
 PU1907
 PU1907.The modeled gravity was interpolated from observed gravity values.
 PU1907
 PU1907;                    North         East    Units  Estimated Accuracy
 PU1907;SPC SD N     -   126,880.      311,930.      MT  (+/- 180 meters Scaled)
 PU1907
 PU1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK065745(NAD 83)
 PU1907
 PU1907                          SUPERSEDED SURVEY CONTROL
 PU1907
 PU1907  NGVD 29 (??/??/92)  959.568  (m)         3148.18   (f) ADJ UNCH    2 0
 PU1907
 PU1907.Superseded values are not recommended for survey control.
 PU1907
 PU1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1907.See file dsdata.pdf to determine how the superseded data were derived.
 PU1907
 PU1907_MARKER: DR = REFERENCE MARK DISK
 PU1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1907_STAMPING: BOBER NO 2 1962
 PU1907_MARK LOGO: CGS
 PU1907_PROJECTION: FLUSH
 PU1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1907+STABILITY: SURFACE MOTION
 PU1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1907+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 PU1907
 PU1907  HISTORY     - Date     Condition        Report By
 PU1907  HISTORY     - 1962     MONUMENTED       CGS
 PU1907  HISTORY     - 1963     GOOD             CGS
 PU1907  HISTORY     - 20060623 GOOD             GEOCAC
 PU1907
 PU1907                          STATION DESCRIPTION
 PU1907
 PU1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1907'22.7 MI NW FROM NISLAND.
 PU1907'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1907'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1907'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1907'ROAD, THENCE 2.0 MILES NORTH ALONG A TRACK ROAD, THENCE 1.25
 PU1907'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1907'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1907'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1907'COUNTY ROAD, THENCE 10.8 MILES NORTH ALONG A GRAVELED COUNTY
 PU1907'ROAD, 0.05 MILE NORTH OF A CATTLE GUARD, 40 FEET EAST OF THE
 PU1907'CENTERLINE OF THE ROAD, 91.5 FEET NORTHEAST ACROSS THE ROAD
 PU1907'FROM R.M. 1, 56.4 FEET NORTH OF THE STATION MARK, 1.3 FEET EAST
 PU1907'OF A NORTH-SOUTH FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1907'ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 PU1907
 PU1907                          STATION RECOVERY (2006)
 PU1907
 PU1907'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 PU1907'GEOCAC FIRST REPORT.
 PU1907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0446 ***********************************************************************
 QT0446  DESIGNATION -  BOGAN
 QT0446  PID         -  QT0446
 QT0446  STATE/COUNTY-  SD/PERKINS
 QT0446  COUNTRY     -  US
 QT0446  USGS QUAD   -  KID RICH BUTTE (2017)
 QT0446
 QT0446                         *CURRENT SURVEY CONTROL
 QT0446  ______________________________________________________________________
 QT0446* NAD 83(1996) POSITION- 45 56 40.52468(N) 102 34 03.27092(W)   ADJUSTED
 QT0446* NAVD 88 ORTHO HEIGHT -   869.    (meters)     2851.    (feet) SCALED
 QT0446  ______________________________________________________________________
 QT0446  GEOID HEIGHT    -        -17.824 (meters)                     GEOID18
 QT0446  LAPLACE CORR    -         -7.07  (seconds)                    DEFLEC18
 QT0446  HORZ ORDER      -  FIRST
 QT0446
 QT0446.The horizontal coordinates were established by classical geodetic methods
 QT0446.and adjusted by the National Geodetic Survey in January 1998.
 QT0446
 QT0446.The orthometric height was scaled from a topographic map.
 QT0446
 QT0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0446.GEOID18 height accuracy estimate available here.
 QT0446
 QT0446.Click photographs - Photos may exist for this station.
 QT0446
 QT0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0446
 QT0446. The following values were computed from the NAD 83(1996) position.
 QT0446
 QT0446;                    North         East     Units Scale Factor Converg.
 QT0446;SPC SD N     -   237,780.071   400,929.957   MT  1.00006092   -1 49 01.8
 QT0446;SPC SD N     -   780,116.78  1,315,384.37   sFT  1.00006092   -1 49 01.8
 QT0446;UTM  13      - 5,090,768.077   688,534.403   MT  1.00003699   +1 44 55.0
 QT0446
 QT0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0446!SPC SD N     -   0.99986650  x   1.00006092  =   0.99992741
 QT0446!UTM  13      -   0.99986650  x   1.00003699  =   0.99990349
 QT0446
 QT0446:                Primary Azimuth Mark                     Grid Az
 QT0446:SPC SD N     -  BOGAN AZ MK                              272 44 33.6
 QT0446:UTM  13      -  BOGAN AZ MK                              269 10 36.8
 QT0446
 QT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8853490768(NAD 83)
 QT0446
 QT0446|---------------------------------------------------------------------|
 QT0446| PID    Reference Object                     Distance      Geod. Az  |
 QT0446|                                                           dddmmss.s |
 QT0446| CQ7112 BOGAN RM 1                           16.400 METERS 15632     |
 QT0446| CQ7113 BOGAN RM 2                           20.190 METERS 26612     |
 QT0446| CQ7111 BOGAN AZ MK                                        2705531.8 |
 QT0446| QT0447 BOUNDARY MIPOST 289 1/2 ND SD       175.260 METERS 28640     |
 QT0446| RS0411 HETTINGER MUNICIPAL TANK            APPROX. 8.2 KM 3213202.6 |
 QT0446| RS0412 HETTINGER LUTHERAN CH SPIRE         APPROX. 7.9 KM 3214739.9 |
 QT0446|---------------------------------------------------------------------|
 QT0446
 QT0446                          SUPERSEDED SURVEY CONTROL
 QT0446
 QT0446  NAD 83(1993)-  45 56 40.51373(N)    102 34 03.26936(W) AD(       ) 1
 QT0446  NAD 83(1986)-  45 56 40.51503(N)    102 34 03.26943(W) AD(       ) 1
 QT0446  NAD 27      -  45 56 40.48800(N)    102 34 01.70300(W) AD(       ) 1
 QT0446
 QT0446.Superseded values are not recommended for survey control.
 QT0446
 QT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0446.See file dsdata.pdf to determine how the superseded data were derived.
 QT0446
 QT0446_MARKER: DS = TRIANGULATION STATION DISK
 QT0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0446_STAMPING: BOGAN 1934
 QT0446_MARK LOGO: CGS
 QT0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0446+STABILITY: SURFACE MOTION
 QT0446
 QT0446  HISTORY     - Date     Condition        Report By
 QT0446  HISTORY     - 1934     MONUMENTED       CGS
 QT0446  HISTORY     - 1952     GOOD             CGS
 QT0446
 QT0446                          STATION DESCRIPTION
 QT0446
 QT0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0446'STATION IS LOCATED ABOUT 3.0 MILES E AND 4.0 MILES S OF
 QT0446'HETTINGER, NORTH DAKOTA, IN THE NW 1/4 OF SEC. 19, T 128 N,
 QT0446'R 13 E, ON PROPERTY OF MISS BOGAN, MOWBRIDGE, SOUTH DAKOTA
 QT0446'AND RENTED BY GEORGE CLEMENS.  MARK IS SET ON NORTHERN EDGE
 QT0446'OF ROCKY KNOLL, 575 FEET ESE OF MILEPOST 289-1/2 AND ABOUT
 QT0446'200 FEET S OF E AND W FENCE LINE.  THERE IS HIGHER GROUND
 QT0446'TO THE SE.
 QT0446'
 QT0446'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0446'BRONZE DISKS SET IN CONCRETE.
 QT0446'
 QT0446'REFERENCE MARK NO. 1 IS 16.400 METERS (53.81 FEET) SSE OF
 QT0446'STATION NEAR CENTER OF KNOLL.
 QT0446'
 QT0446'REFERENCE MARK NO. 2 IS 20.196 METERS (66.26 FEET) W OF STATION
 QT0446'ON WESTERN EDGE OF KNOLL.
 QT0446'
 QT0446'AZIMUTH MARK IS APPROXIMATELY 1.1 MILES W OF STATION, 30 FEET
 QT0446'S OF E AND W FENCE LINE, 19.5 FEET S OF CENTER LINE OF E AND
 QT0446'W ROAD AND 1.5 FEET E OF THE MILEPOST 290 1/2.
 QT0446'
 QT0446'STATION IS REACHED BY GOING E ON U.S. HIGHWAY 12, 1.75 MILES
 QT0446'FROM YELLOWSTONE HOTEL IN HETTINGER TO CROSSROADS, TURN RIGHT
 QT0446'(S) ON SECTION LINE ROAD (PASS RAILROAD TRACKS AT 1.0 MILE)
 QT0446'AND GO 4.0 MILES TO MILEPOST 291, TURN LEFT (E) ALONG SECTION
 QT0446'LINE ON PRAIRIE ROAD FOR 1.5 MILES TO MILEPOST 289 1/2, CONTINUE
 QT0446'E 0.15 MILE TO TOP OF ROCKY KNOLL AND STATION.
 QT0446'
 QT0446'HEIGHT OF LIGHT ABOVE STATION MARK - 2.0 METERS.
 QT0446
 QT0446                          STATION RECOVERY (1952)
 QT0446
 QT0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0446'THE STATION AND ALL THE MARKS WERE RECOVERED AS DESCRIBED.
 QT0446'
 QT0446'THE STATION WAS NOT OCCUPIED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0883 ***********************************************************************
 OR0883  DESIGNATION -  BOLAND
 OR0883  PID         -  OR0883
 OR0883  STATE/COUNTY-  SD/CHARLES MIX
 OR0883  COUNTRY     -  US
 OR0883  USGS QUAD   -  ACADEMY (2017)
 OR0883
 OR0883                         *CURRENT SURVEY CONTROL
 OR0883  ______________________________________________________________________
 OR0883* NAD 83(1996) POSITION- 43 23 25.01159(N) 099 01 31.83515(W)   ADJUSTED
 OR0883* NAVD 88 ORTHO HEIGHT -   534.    (meters)     1752.    (feet) SCALED
 OR0883  ______________________________________________________________________
 OR0883  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 OR0883  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 OR0883  HORZ ORDER      -  SECOND
 OR0883
 OR0883.The horizontal coordinates were established by classical geodetic methods
 OR0883.and adjusted by the National Geodetic Survey in January 1998.
 OR0883
 OR0883.The orthometric height was scaled from a topographic map.
 OR0883
 OR0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0883.GEOID18 height accuracy estimate available here.
 OR0883
 OR0883.Click photographs - Photos may exist for this station.
 OR0883
 OR0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0883
 OR0883. The following values were computed from the NAD 83(1996) position.
 OR0883
 OR0883;                    North         East     Units Scale Factor Converg.
 OR0883;SPC SD S     -   118,251.414   705,950.353   MT  0.99991476   +0 54 07.9
 OR0883;SPC SD S     -   387,963.18  2,316,105.45   sFT  0.99991476   +0 54 07.9
 OR0883;UTM  14      - 4,804,156.637   497,933.950   MT  0.99960005   -0 01 03.1
 OR0883
 OR0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0883!SPC SD S     -   0.99992034  x   0.99991476  =   0.99983510
 OR0883!UTM  14      -   0.99992034  x   0.99960005  =   0.99952042
 OR0883
 OR0883:                Primary Azimuth Mark                     Grid Az
 OR0883:SPC SD S     -  BOLAND AZ MK                             016 55 10.5
 OR0883:UTM  14      -  BOLAND AZ MK                             017 50 21.5
 OR0883
 OR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9793304156(NAD 83)
 OR0883
 OR0883|---------------------------------------------------------------------|
 OR0883| PID    Reference Object                     Distance      Geod. Az  |
 OR0883|                                                           dddmmss.s |
 OR0883| CO2278 BOLAND AZ MK                                       0174918.4 |
 OR0883| CO2279 BOLAND RM 1                          10.075 METERS 04925     |
 OR0883| OR0834 PLATTE MUNICIPAL TANK               APPROX.14.8 KM 0915626.5 |
 OR0883| CO2280 BOLAND RM 2                          11.267 METERS 18734     |
 OR0883| OR0884 TRINITY LUTH CH STEEPLE             APPROX. 2.5 KM 2134901.9 |
 OR0883|---------------------------------------------------------------------|
 OR0883
 OR0883                          SUPERSEDED SURVEY CONTROL
 OR0883
 OR0883  NAD 83(1995)-  43 23 25.01205(N)    099 01 31.83724(W) AD(       ) 2
 OR0883  NAD 83(1986)-  43 23 25.01534(N)    099 01 31.84591(W) AD(       ) 2
 OR0883  NAD 27      -  43 23 25.02200(N)    099 01 30.53000(W) AD(       ) 2
 OR0883  MORC        -  43 23 22.68000(N)    099 01 31.08000(W) AD(       ) 3
 OR0883
 OR0883.Superseded values are not recommended for survey control.
 OR0883
 OR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0883.See file dsdata.pdf to determine how the superseded data were derived.
 OR0883
 OR0883_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 OR0883_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0883_MARK LOGO: MORC
 OR0883_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0883
 OR0883  HISTORY     - Date     Condition        Report By
 OR0883  HISTORY     - 1948     MONUMENTED       MORC
 OR0883
 OR0883                          STATION DESCRIPTION
 OR0883
 OR0883'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 OR0883'THE STATION IS LOCATED ABOUT 9.0 MILES WEST OF PLATTE, IN
 OR0883'A PASTURE ABOUT 0.5 MILE SOUTH OF MR. BOLANDS HOME.  THE MARK
 OR0883'IS A 5 INCH IRON PIPE WITH CAP HAVING MISSOURI RIVER COMMISSION
 OR0883'AND A TRIANGLE CAST ON ITS FACE AND THE MARK PROJECTS 2 INCHES.
 OR0883'
 OR0883'REFERENCE MARK NO. 1 IS 33.05 FEET NORTHEAST OF THE STATION.
 OR0883'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOLAND
 OR0883'MO R C NO 1 1948.
 OR0883'
 OR0883'REFERENCE MARK NO. 2 IS 36.96 FEET SOUTH OF THE STATION.
 OR0883'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOLAND
 OR0883'MO R C NO 2 1948.
 OR0883'
 OR0883'AZIMUTH MARK IS ABOUT 0.45 MILE NORTH-NORTHEAST OF THE STATION,
 OR0883'36 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A
 OR0883'WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE
 OR0883'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOLAND MO R C
 OR0883'1948.
 OR0883'
 OR0883'TO REACH FROM THE RAILROAD DEPOT IN THE NORTH EDGE OF PLATTE,
 OR0883'GO SOUTH ON MAIN STREET 0.25 MILE TO A GRAVELED ROAD RIGHT AND
 OR0883'SIGN PLATTE LAKE, TURN RIGHT (WEST) - 9.1 MILE TO CROSSROADS,
 OR0883'TURN RIGHT 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 OR0883'ON 0.05 MILE TO DRIVEWAY ON THE LEFT, TURN LEFT 0.1 MILE TO
 OR0883'WINDMILL IN FARM YARD, PASS THROUGH GATE AT WINDMILL AND GO
 OR0883'SOUTH 0.45 MILE TO THE STATION ON THE HIGHEST POINT IN THE
 OR0883'PASTURE.
 OR0883'
 OR0883'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1885 ***********************************************************************
 NM1885  DESIGNATION -  BON
 NM1885  PID         -  NM1885
 NM1885  STATE/COUNTY-  SD/BON HOMME
 NM1885  COUNTRY     -  US
 NM1885  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1885
 NM1885                         *CURRENT SURVEY CONTROL
 NM1885  ______________________________________________________________________
 NM1885* NAD 83(1996) POSITION- 42 52 22.69365(N) 097 40 19.37066(W)   ADJUSTED
 NM1885* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) SCALED
 NM1885  ______________________________________________________________________
 NM1885  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 NM1885  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 NM1885  HORZ ORDER      -  SECOND
 NM1885
 NM1885.The horizontal coordinates were established by classical geodetic methods
 NM1885.and adjusted by the National Geodetic Survey in January 1998.
 NM1885
 NM1885.The orthometric height was scaled from a topographic map.
 NM1885
 NM1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1885.GEOID18 height accuracy estimate available here.
 NM1885
 NM1885.Click photographs - Photos may exist for this station.
 NM1885
 NM1885.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1885
 NM1885. The following values were computed from the NAD 83(1996) position.
 NM1885
 NM1885;                    North         East     Units Scale Factor Converg.
 NM1885;SPC SD S     -    63,433.038   817,411.132   MT  0.99999085   +1 50 09.2
 NM1885;SPC SD S     -   208,113.23  2,681,789.69   sFT  0.99999085   +1 50 09.2
 NM1885;UTM  14      - 4,747,563.801   608,462.674   MT  0.99974473   +0 54 12.9
 NM1885
 NM1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1885!SPC SD S     -   0.99992874  x   0.99999085  =   0.99991959
 NM1885!UTM  14      -   0.99992874  x   0.99974473  =   0.99967349
 NM1885
 NM1885:                Primary Azimuth Mark                     Grid Az
 NM1885:SPC SD S     -  TT 57 PB                                 324 50 41.4
 NM1885:UTM  14      -  TT 57 PB                                 325 46 37.7
 NM1885
 NM1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0846247563(NAD 83)
 NM1885
 NM1885|---------------------------------------------------------------------|
 NM1885| PID    Reference Object                     Distance      Geod. Az  |
 NM1885|                                                           dddmmss.s |
 NM1885| CO2282 BON RM 2                             16.182 METERS 00558     |
 NM1885| NM1888 TABOR CHURCH SPIRE                  APPROX. 8.7 KM 0072120.6 |
 NM1885| CO2281 BON RM 1                             16.598 METERS 12014     |
 NM1885| NM1886 TT 57 PB                            405.455 METERS 3264050.6 |
 NM1885|---------------------------------------------------------------------|
 NM1885
 NM1885                          SUPERSEDED SURVEY CONTROL
 NM1885
 NM1885  NAD 83(1995)-  42 52 22.69366(N)    097 40 19.37065(W) AD(       ) 2
 NM1885  NAD 83(1986)-  42 52 22.70319(N)    097 40 19.36520(W) AD(       ) 2
 NM1885  NAD 27      -  42 52 22.70700(N)    097 40 18.13300(W) AD(       ) 2
 NM1885  MORC        -  42 52 20.47000(N)    097 40 19.47000(W) AD(       ) 3
 NM1885
 NM1885.Superseded values are not recommended for survey control.
 NM1885
 NM1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1885.See file dsdata.pdf to determine how the superseded data were derived.
 NM1885
 NM1885_MARKER: DS = TRIANGULATION STATION DISK
 NM1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1885_STAMPING: BON 1948
 NM1885_MARK LOGO: CGS
 NM1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1885+STABILITY: SURFACE MOTION
 NM1885
 NM1885  HISTORY     - Date     Condition        Report By
 NM1885  HISTORY     - 1948     MONUMENTED       CGS
 NM1885  HISTORY     - 1971     GOOD             LOCENG
 NM1885
 NM1885                          STATION DESCRIPTION
 NM1885
 NM1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1885'LOCATED ABOUT 5 MILES SOUTH AND 1/2 MILE WEST OF THE VILLAGE
 NM1885'OF TABOR, IN THE NW 1/4 OF SEC. 14, T. 93 N., R. 58 W., ON
 NM1885'PROPERTY OWNED BY THE RUSSIAN VILLAGE.  IT IS ON A KNOLL ON
 NM1885'A RIDGE OVERLOOKING THE MISSOURI RIVER VALLEY TO THE SOUTH.
 NM1885'ON THE HIGHEST PART OF THE KNOLL, 10 FEET NORTH OF THE TRACK
 NM1885'ROAD ALONG THE SUMMIT OF THE RIDGE AND ABOUT 81 FEET NORTHWEST
 NM1885'OF A LARGE FLAT GRANITE BOULDER.  THE MARK PROJECTS ABOUT 8
 NM1885'INCHES AND THE DISC IS STAMPED BON 1948.
 NM1885'
 NM1885'REFERENCE MARK NO. 1 IS 54.45 FEET NORTH OF THE STATION,
 NM1885'ON A NORTH SPUR OF THE RIDGE AND ABOUT 60 FEET NORTH OF THE
 NM1885'TRACK ROAD MENTIONED ABOVE, AND ABOUT 9 FEET LOWER THAN THE
 NM1885'STATION MARK.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 NM1885'DISC IS STAMPED BON NO 1 1948.
 NM1885'
 NM1885'REFERENCE MARK NO. 2 IS 53.12 FEET SOUTHEAST OF THE STATION,
 NM1885'ON THE EASTWARD EXTENSION OF THE RIDGE, ABOUT 18 FEET NORTH OF THE
 NM1885'TRACK ROAD MENTIONED ABOVE AND 42 FEET NORTH OF A LARGE GRANITE
 NM1885'BOULDER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 NM1885'BON NO 2 1948.
 NM1885'
 NM1885'TT 57 PB 1946 (USGS) (AZIMUTH MARK) IS ABOUT 0.4 MILE NORTHWEST
 NM1885'OF THE STATION, NEAR THE SUMMIT OF A NARROW NORTH-SOUTH RIDGE,
 NM1885'ABOUT 6 FEET WEST OF THE WEST GATE POST AND TRACK ROAD ALONG
 NM1885'RIDGE, AND ABOUT 1/2 FOOT NORTH OF THE EAST-WEST FENCE ACROSS
 NM1885'THE RIDGE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT
 NM1885'PROJECTS ABOUT 6 INCHES AND IS MARKED BY A USGS BRONZE DISC
 NM1885'THAT IS STAMPED TT 57 PB 1946.  THIS STATION WAS LOCATED
 NM1885'BY TRIANGULATION.
 NM1885'
 NM1885'THE STATION WAS REACHED FROM THE RAILROAD CROSSING OF STATE
 NM1885'HIGHWAY 50 AT THE EAST EDGE OF THE VILLAGE OF TABOR, BY
 NM1885'GOING SOUTH ON STATE HIGHWAY 50 FOR 2.4 MILES TO A CROSSROADS
 NM1885'JUST OFF THE CURVE IN THE HIGHWAY.  HERE TURN RIGHT OR WEST AND GO
 NM1885'1.05 MILES TO A CROSS ROADS.  TAKE LEFT FORK AND GO SOUTH ON
 NM1885'A GRADED ROAD WHICH IS LITTLE USED AT THE SOUTH END, FOR 2.85
 NM1885'MILES TO A GATE ACROSS TRACK ROAD.  GO THRU GATE AND GO 0.15
 NM1885'MILES TO A BOARD AND WIRE GATE AND THE USGS MARK, MENTIONED
 NM1885'ABOVE, ON THE RIGHT.  HERE GO THRU GATE AND FOLLOW TRACK
 NM1885'ROAD, STAYING ON TOP OF RIDGE, FOR 0.15 MILES TO A GATE.
 NM1885'THENCE THRU GATE FOR 0.15 MILES, PASSING TO THE LEFT OF THE
 NM1885'FIRST HIGH KNOLL, TO THE SECOND KNOLL AND THE STATION
 NM1885'SITE.
 NM1885'
 NM1885'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1885
 NM1885                          STATION RECOVERY (1971)
 NM1885
 NM1885'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 NM1885'RECOVERED BY A.F. PETERSON, C.R. CARRELL GOLLENON, SCHEMMER
 NM1885'AND ASSOC. INC.
 NM1885'
 NM1885'BON 1948--GOOD
 NM1885'
 NM1885'SUGGEST CHANGE IN DIRECTIONS TO MARK FROM TABOR SO. DAKOTA
 NM1885'AS FOLLOWS--DRIVE SOUTH 2.2 MILES FROM CEMETERY AT SOUTH
 NM1885'EDGE OF TABOR TO HIGHWAY 52.  GO SOUTH ACROSS HIGHWAY 52 FOR
 NM1885'1.9 MILES ALONG A GRAVEL ROAD.  AT THIS POINT TURN WEST ALONG
 NM1885'GRAVEL ROAD FOR A DISTANCE OF 1 MILE TO A T INTERSECTION.
 NM1885'TURN SOUTH AND GO A DISTANCE OF .6 OF A MILE TO A GATE WITH
 NM1885'A CATTLE CROSSING.  CONTINUE SOUTH FOR APPROX. 400 FEET TO
 NM1885'A TRAIL GOING ESE.  FOLLOW THIS TRAIL FOR .3 OF A MILE TO
 NM1885'MARK STAMPED BON 1948
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1494 ***********************************************************************
 PU1494  DESIGNATION -  BONE
 PU1494  PID         -  PU1494
 PU1494  STATE/COUNTY-  SD/MEADE
 PU1494  COUNTRY     -  US
 PU1494  USGS QUAD   -  FORT MEADE NE (2017)
 PU1494
 PU1494                         *CURRENT SURVEY CONTROL
 PU1494  ______________________________________________________________________
 PU1494* NAD 83(1986) POSITION- 44 23 55.     (N) 103 18 33.     (W)   SCALED
 PU1494* NAVD 88 ORTHO HEIGHT -   899.014 (meters)     2949.52  (feet) ADJUSTED
 PU1494  ______________________________________________________________________
 PU1494  GEOID HEIGHT    -        -16.147 (meters)                     GEOID18
 PU1494  DYNAMIC HEIGHT  -        898.750 (meters)     2948.65  (feet) COMP
 PU1494  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 PU1494
 PU1494  VERT ORDER      -  SECOND    CLASS 0
 PU1494
 PU1494.The horizontal coordinates were scaled from a map and have
 PU1494.an estimated accuracy of +/- 6 seconds.
 PU1494
 PU1494.The orthometric height was determined by differential leveling and
 PU1494.adjusted by the NATIONAL GEODETIC SURVEY
 PU1494.in June 1991.
 PU1494
 PU1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1494.GEOID18 height accuracy estimate available here.
 PU1494
 PU1494.Click photographs - Photos may exist for this station.
 PU1494
 PU1494.The dynamic height is computed by dividing the NAVD 88
 PU1494.geopotential number by the normal gravity value computed on the
 PU1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1494.degrees latitude (g = 980.6199 gals.).
 PU1494
 PU1494.The modeled gravity was interpolated from observed gravity values.
 PU1494
 PU1494;                    North         East    Units  Estimated Accuracy
 PU1494;SPC SD N     -    68,200.      336,440.      MT  (+/- 180 meters Scaled)
 PU1494
 PU1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK346175(NAD 83)
 PU1494
 PU1494                          SUPERSEDED SURVEY CONTROL
 PU1494
 PU1494  NGVD 29 (??/??/92)  898.521  (m)         2947.90   (f) ADJ UNCH    2 0
 PU1494
 PU1494.Superseded values are not recommended for survey control.
 PU1494
 PU1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1494.See file dsdata.pdf to determine how the superseded data were derived.
 PU1494
 PU1494_MARKER: DS = TRIANGULATION STATION DISK
 PU1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1494_STAMPING: BONE 1961
 PU1494_MARK LOGO: CGS
 PU1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1494+STABILITY: SURFACE MOTION
 PU1494
 PU1494  HISTORY     - Date     Condition        Report By
 PU1494  HISTORY     - 1961     MONUMENTED       CGS
 PU1494
 PU1494                          STATION DESCRIPTION
 PU1494
 PU1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1494'11 MI E FROM STURGIS.
 PU1494'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1494'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST AND
 PU1494'NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE EAST
 PU1494'AND SOUTHEAST ALONG A DIRT AND SURFACED ROAD FOR 6.3 MILES,
 PU1494'THENCE WEST ALONG SURFACED ROAD FOR 0.1 MILE, THENCE SOUTH
 PU1494'FOR 0.05 MILE, THENCE SOUTHEAST, ACROSS COUNTRY FOR 0.15 MILE,
 PU1494'6 FEET SOUTH OF A TRACK ROAD, 3 FEET NORTH OF A FENCE, 4.1
 PU1494'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A SQUARE
 PU1494'CONCRETE POST THAT PROJETS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0831 ***********************************************************************
 OR0831  DESIGNATION -  BONE
 OR0831  PID         -  OR0831
 OR0831  STATE/COUNTY-  SD/GREGORY
 OR0831  COUNTRY     -  US
 OR0831  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0831
 OR0831                         *CURRENT SURVEY CONTROL
 OR0831  ______________________________________________________________________
 OR0831* NAD 83(1996) POSITION- 43 09 22.57389(N) 098 53 54.92968(W)   ADJUSTED
 OR0831* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 OR0831  ______________________________________________________________________
 OR0831  GEOID HEIGHT    -        -26.206 (meters)                     GEOID18
 OR0831  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 OR0831  HORZ ORDER      -  SECOND
 OR0831
 OR0831.The horizontal coordinates were established by classical geodetic methods
 OR0831.and adjusted by the National Geodetic Survey in January 1998.
 OR0831
 OR0831.The orthometric height was scaled from a topographic map.
 OR0831
 OR0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0831.GEOID18 height accuracy estimate available here.
 OR0831
 OR0831.Click photographs - Photos may exist for this station.
 OR0831
 OR0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0831
 OR0831. The following values were computed from the NAD 83(1996) position.
 OR0831
 OR0831;                    North         East     Units Scale Factor Converg.
 OR0831;SPC SD S     -    92,428.877   716,680.414   MT  0.99993920   +0 59 23.1
 OR0831;SPC SD S     -   303,243.74  2,351,308.99   sFT  0.99993920   +0 59 23.1
 OR0831;UTM  14      - 4,778,173.600   508,244.656   MT  0.99960084   +0 04 09.7
 OR0831
 OR0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0831!SPC SD S     -   0.99991327  x   0.99993920  =   0.99985247
 OR0831!UTM  14      -   0.99991327  x   0.99960084  =   0.99951414
 OR0831
 OR0831:                Primary Azimuth Mark                     Grid Az
 OR0831:SPC SD S     -  BONE AZ MK                               209 28 44.9
 OR0831:UTM  14      -  BONE AZ MK                               210 23 58.3
 OR0831
 OR0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0824478173(NAD 83)
 OR0831
 OR0831|---------------------------------------------------------------------|
 OR0831| PID    Reference Object                     Distance      Geod. Az  |
 OR0831|                                                           dddmmss.s |
 OR0831| CO2286 BONE RM 1                            11.493 METERS 13026     |
 OR0831| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.13.8 KM 1781438.0 |
 OR0831| OR0830 BONESTEEL MUNICIPAL TANK            APPROX. 9.8 KM 2052832.0 |
 OR0831| CO2285 BONE AZ MK                                         2102808.0 |
 OR0831| CO2287 BONE RM 2                             6.951 METERS 31931     |
 OR0831|---------------------------------------------------------------------|
 OR0831
 OR0831                          SUPERSEDED SURVEY CONTROL
 OR0831
 OR0831  NAD 83(1995)-  43 09 22.57406(N)    098 53 54.93013(W) AD(       ) 2
 OR0831  NAD 83(1986)-  43 09 22.58118(N)    098 53 54.93941(W) AD(       ) 2
 OR0831  NAD 27      -  43 09 22.60100(N)    098 53 53.61900(W) AD(       ) 2
 OR0831
 OR0831.Superseded values are not recommended for survey control.
 OR0831
 OR0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0831.See file dsdata.pdf to determine how the superseded data were derived.
 OR0831
 OR0831_MARKER: DS = TRIANGULATION STATION DISK
 OR0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0831_STAMPING: BONE 1948
 OR0831_MARK LOGO: CGS
 OR0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0831+STABILITY: SURFACE MOTION
 OR0831
 OR0831  HISTORY     - Date     Condition        Report By
 OR0831  HISTORY     - 1948     MONUMENTED       CGS
 OR0831
 OR0831                          STATION DESCRIPTION
 OR0831
 OR0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0831'ABOUT 5 MILES NORTH AND 2-1/4 MILES EAST OF BONESTEEL.  IN
 OR0831'THE SOUTHWEST 1/4 OF SEC. 4, T. 96 N., R. 68 W.  IT IS ABOUT
 OR0831'100 YARDS EAST OF A ROAD, ON THE HIGHEST PART OF A SMALL
 OR0831'HILL ABOVE THE ROAD AND CENTER OF A SMALL RIDGE BETWEEN THE
 OR0831'NORTHERN SLOPE OF THE HILL AND THE EXCAVATION ON THE SOUTH
 OR0831'SLOPE OF THE HILL.  IT IS ABOUT 6 FEET NORTH OF THE NORTH
 OR0831'EDGE OF THE EXCAVATION.  THE MARK PROJECTS ABOUT 6 INCHES
 OR0831'AND THE DISC IS STAMPED BONE 1948.
 OR0831'
 OR0831'REFERENCE MARK NO. 1 IS 37.71 FEET SOUTHEAST OF THE STATION,
 OR0831'ON THE NARROW RIDGE IN THAT DIRECTION.  ABOUT 5 FEET NORTH
 OR0831'OF THE NORTH EDGE OF THE EXCAVATION AND ABOUT 2 FEET LOWER
 OR0831'THAN THE STATION.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 OR0831'DISC IS STAMPED BONE NO 2 1948.
 OR0831'
 OR0831'REFERENCE MARK NO. 2 IS 22.81 FEET NORTHWEST OF THE STATION
 OR0831'AND ON THE TOP AND CENTER OF THE NARROW RIDGE.  THE MARK
 OR0831'PROJECTS 6 INCHES AND THE DISC IS STAMPED BONE NO 2 1948.
 OR0831'
 OR0831'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTH OF THE STATION,
 OR0831'ALONG THE SOUTH SIDE OF A ROAD, ABOUT 15 FEET NORTH OF THE
 OR0831'APPROXIMATE CENTERLINE OF THE ROAD, 5 FEET EAST OF A WHITE
 OR0831'WITNESS POST AND IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 OR0831'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED BONE 1948.
 OR0831'
 OR0831'THE STATION WAS REACHED FROM THE INTERSECTION OF THE MAIN
 OR0831'STREET IN BONESTEEL AND U.S. HIGHWAY 18, BY GOING WEST ON
 OR0831'HIGHWAY 18 FOR 1.0 MILE TO CROSSROADS, THENCE NORTH OR RIGHT
 OR0831'ON A SANDY ROAD FOR 1.9 MILES TO A FORKS, THENCE RIGHT FORK
 OR0831'ON A WINDING SANDY ROAD, EAST AND NORTHEASTERLY FOR 5.6 MILES
 OR0831'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE
 OR0831'NORTHERLY FOR 0.15 MILES TO THE STATION SITE ON THE HIGHEST
 OR0831'PART OF THE SMALL HILL TO THE RIGHT OR EAST OF THE ROAD.
 OR0831'ABOUT 100 YARDS.
 OR0831'
 OR0831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1495 ***********************************************************************
 PU1495  DESIGNATION -  BONE RM 1
 PU1495  PID         -  PU1495
 PU1495  STATE/COUNTY-  SD/MEADE
 PU1495  COUNTRY     -  US
 PU1495  USGS QUAD   -  FORT MEADE NE (2017)
 PU1495
 PU1495                         *CURRENT SURVEY CONTROL
 PU1495  ______________________________________________________________________
 PU1495* NAD 83(1986) POSITION- 44 23 54.     (N) 103 18 34.     (W)   SCALED
 PU1495* NAVD 88 ORTHO HEIGHT -   898.995 (meters)     2949.45  (feet) ADJUSTED
 PU1495  ______________________________________________________________________
 PU1495  GEOID HEIGHT    -        -16.145 (meters)                     GEOID18
 PU1495  DYNAMIC HEIGHT  -        898.731 (meters)     2948.59  (feet) COMP
 PU1495  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 PU1495
 PU1495  VERT ORDER      -  SECOND    CLASS 0
 PU1495
 PU1495.The horizontal coordinates were scaled from a map and have
 PU1495.an estimated accuracy of +/- 6 seconds.
 PU1495
 PU1495.The orthometric height was determined by differential leveling and
 PU1495.adjusted by the NATIONAL GEODETIC SURVEY
 PU1495.in June 1991.
 PU1495
 PU1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1495.GEOID18 height accuracy estimate available here.
 PU1495
 PU1495.Click photographs - Photos may exist for this station.
 PU1495
 PU1495.The dynamic height is computed by dividing the NAVD 88
 PU1495.geopotential number by the normal gravity value computed on the
 PU1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1495.degrees latitude (g = 980.6199 gals.).
 PU1495
 PU1495.The modeled gravity was interpolated from observed gravity values.
 PU1495
 PU1495;                    North         East    Units  Estimated Accuracy
 PU1495;SPC SD N     -    68,170.      336,420.      MT  (+/- 180 meters Scaled)
 PU1495
 PU1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK346175(NAD 83)
 PU1495
 PU1495                          SUPERSEDED SURVEY CONTROL
 PU1495
 PU1495  NGVD 29 (??/??/92)  898.501  (m)         2947.83   (f) ADJ UNCH    2 0
 PU1495
 PU1495.Superseded values are not recommended for survey control.
 PU1495
 PU1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1495.See file dsdata.pdf to determine how the superseded data were derived.
 PU1495
 PU1495_MARKER: DR = REFERENCE MARK DISK
 PU1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1495_STAMPING: BONE NO 1 1961
 PU1495_MARK LOGO: CGS
 PU1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1495+STABILITY: SURFACE MOTION
 PU1495
 PU1495  HISTORY     - Date     Condition        Report By
 PU1495  HISTORY     - 1961     MONUMENTED       CGS
 PU1495
 PU1495                          STATION DESCRIPTION
 PU1495
 PU1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1495'11 MI E FROM STURGIS.
 PU1495'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1495'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST AND
 PU1495'NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE EAST AND
 PU1495'SOUTHEAST ALONG A DIRT AND SURFACED ROAD FOR 6.3 MILES, THENCE
 PU1495'WEST ALONG A SURFACED ROAD FOR 0.1 MILE, THENCE SOUTH FOR 0.05
 PU1495'MILE, THENCE SOUTHEAST, ACROSS COUNTRY FOR 0.15 MILE, 40.6
 PU1495'FEET EAST OF A WITNESS POST, 8 FEET SOUTH OF A TRACK ROAD,
 PU1495'1 1/2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A SQUARE
 PU1495'CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1493 ***********************************************************************
 PU1493  DESIGNATION -  BONE RM 2
 PU1493  PID         -  PU1493
 PU1493  STATE/COUNTY-  SD/MEADE
 PU1493  COUNTRY     -  US
 PU1493  USGS QUAD   -  FORT MEADE NE (2017)
 PU1493
 PU1493                         *CURRENT SURVEY CONTROL
 PU1493  ______________________________________________________________________
 PU1493* NAD 83(1986) POSITION- 44 23 54.     (N) 103 18 34.     (W)   SCALED
 PU1493* NAVD 88 ORTHO HEIGHT -   899.083 (meters)     2949.74  (feet) ADJUSTED
 PU1493  ______________________________________________________________________
 PU1493  GEOID HEIGHT    -        -16.145 (meters)                     GEOID18
 PU1493  DYNAMIC HEIGHT  -        898.819 (meters)     2948.88  (feet) COMP
 PU1493  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 PU1493
 PU1493  VERT ORDER      -  SECOND    CLASS 0
 PU1493
 PU1493.The horizontal coordinates were scaled from a map and have
 PU1493.an estimated accuracy of +/- 6 seconds.
 PU1493
 PU1493.The orthometric height was determined by differential leveling and
 PU1493.adjusted by the NATIONAL GEODETIC SURVEY
 PU1493.in June 1991.
 PU1493
 PU1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1493.GEOID18 height accuracy estimate available here.
 PU1493
 PU1493.Click photographs - Photos may exist for this station.
 PU1493
 PU1493.The dynamic height is computed by dividing the NAVD 88
 PU1493.geopotential number by the normal gravity value computed on the
 PU1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1493.degrees latitude (g = 980.6199 gals.).
 PU1493
 PU1493.The modeled gravity was interpolated from observed gravity values.
 PU1493
 PU1493;                    North         East    Units  Estimated Accuracy
 PU1493;SPC SD N     -    68,170.      336,420.      MT  (+/- 180 meters Scaled)
 PU1493
 PU1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK346175(NAD 83)
 PU1493
 PU1493                          SUPERSEDED SURVEY CONTROL
 PU1493
 PU1493  NGVD 29 (??/??/92)  898.590  (m)         2948.12   (f) ADJ UNCH    2 0
 PU1493
 PU1493.Superseded values are not recommended for survey control.
 PU1493
 PU1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1493.See file dsdata.pdf to determine how the superseded data were derived.
 PU1493
 PU1493_MARKER: DR = REFERENCE MARK DISK
 PU1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1493_STAMPING: BONE NO 2 1961
 PU1493_MARK LOGO: CGS
 PU1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1493+STABILITY: SURFACE MOTION
 PU1493
 PU1493  HISTORY     - Date     Condition        Report By
 PU1493  HISTORY     - 1961     MONUMENTED       CGS
 PU1493
 PU1493                          STATION DESCRIPTION
 PU1493
 PU1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1493'11 MI E FROM STURGIS.
 PU1493'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1493'ALONG STATE HIGHWAYS 34 AND 79 FOR 3.7 MILES, THENCE EAST
 PU1493'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1493'EAST AND SOUTHEAST ALONG A DIRT AND SURFACED ROAD FOR 6.3 MILES,
 PU1493'THENCE WEST ALONG A SURFACED ROAD, FOR 0.1 MILE, THENCE SOUTH
 PU1493'FOR 0.05 MILE, THENCE SOUTHEAST, ACROSS COUNTRY FOR 0.15 MILE,
 PU1493'41 FEET WEST OF A WITNESS POST, 8 FEET SOUTH OF A TRACK ROAD,
 PU1493'1 1/2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A SQUARE
 PU1493'CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2196 ***********************************************************************
 PU2196  DESIGNATION -  BONEITA
 PU2196  PID         -  PU2196
 PU2196  STATE/COUNTY-  SD/MEADE
 PU2196  COUNTRY     -  US
 PU2196  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU2196
 PU2196                         *CURRENT SURVEY CONTROL
 PU2196  ______________________________________________________________________
 PU2196* NAD 83(1996) POSITION- 44 26 42.07689(N) 102 32 56.81015(W)   ADJUSTED
 PU2196* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 PU2196  ______________________________________________________________________
 PU2196  GEOID HEIGHT    -        -18.580 (meters)                     GEOID18
 PU2196  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 PU2196  HORZ ORDER      -  SECOND
 PU2196
 PU2196.The horizontal coordinates were established by classical geodetic methods
 PU2196.and adjusted by the National Geodetic Survey in January 1998.
 PU2196
 PU2196.The orthometric height was scaled from a topographic map.
 PU2196
 PU2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2196.GEOID18 height accuracy estimate available here.
 PU2196
 PU2196.Click photographs - Photos may exist for this station.
 PU2196
 PU2196.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2196
 PU2196. The following values were computed from the NAD 83(1996) position.
 PU2196
 PU2196;                    North         East     Units Scale Factor Converg.
 PU2196;SPC SD N     -    71,166.859   397,114.275   MT  0.99999469   -1 48 14.8
 PU2196;SPC SD N     -   233,486.60  1,302,865.75   sFT  0.99999469   -1 48 14.8
 PU2196;UTM  13      - 4,924,223.983   695,024.175   MT  1.00006776   +1 43 00.2
 PU2196
 PU2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2196!SPC SD N     -   0.99987381  x   0.99999469  =   0.99986850
 PU2196!UTM  13      -   0.99987381  x   1.00006776  =   0.99994156
 PU2196
 PU2196:                Primary Azimuth Mark                     Grid Az
 PU2196:SPC SD N     -  BONEITA AZ MK                            271 12 34.9
 PU2196:UTM  13      -  BONEITA AZ MK                            267 41 19.9
 PU2196
 PU2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9502424223(NAD 83)
 PU2196
 PU2196|---------------------------------------------------------------------|
 PU2196| PID    Reference Object                     Distance      Geod. Az  |
 PU2196|                                                           dddmmss.s |
 PU2196| CP9692 BONEITA RM 1                         11.619 METERS 08948     |
 PU2196| CP9694 BONEITA RM 3                         12.802 METERS 17815     |
 PU2196| CP9691 BONEITA AZ MK                                      2692420.1 |
 PU2196| CP9693 BONEITA RM 2                         13.585 METERS 26959     |
 PU2196|---------------------------------------------------------------------|
 PU2196
 PU2196                          SUPERSEDED SURVEY CONTROL
 PU2196
 PU2196  NAD 83(1993)-  44 26 42.06885(N)    102 32 56.81069(W) AD(       ) 2
 PU2196  NAD 83(1986)-  44 26 42.06890(N)    102 32 56.81039(W) AD(       ) 2
 PU2196  NAD 27      -  44 26 42.10810(N)    102 32 55.20220(W) AD(       ) 2
 PU2196
 PU2196.Superseded values are not recommended for survey control.
 PU2196
 PU2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2196.See file dsdata.pdf to determine how the superseded data were derived.
 PU2196
 PU2196_MARKER: DS = TRIANGULATION STATION DISK
 PU2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2196_STAMPING: BONEITA 1951
 PU2196_MARK LOGO: CGS
 PU2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2196+STABILITY: SURFACE MOTION
 PU2196
 PU2196  HISTORY     - Date     Condition        Report By
 PU2196  HISTORY     - 1951     MONUMENTED       CGS
 PU2196  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PU2196
 PU2196                          STATION DESCRIPTION
 PU2196
 PU2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2196'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF ENNING, 28 FEET
 PU2196'SOUTH OF THE CENTER OF A GRADED DIRT ROAD, 11 FEET SOUTH OF
 PU2196'A TRIANGULAR BLAZED FENCE POST, AND 4 FEET SOUTH OF A WIRE
 PU2196'FENCE.  IT IS IN THE NORTHEAST 1/4 OF SECTION 33, T 6 N, R 13 E.
 PU2196'
 PU2196'TO REACH THE STATION FROM THE CROSS ROAD IN THE CENTER OF THE
 PU2196'VILLAGE OF ENNING, GO FIRST SOUTH THEN WEST ON A GRAVELED
 PU2196'ROAD FOR 2.35 MILES TO A SIDE ROAD ON THE LEFT (SCHOOL HOUSE
 PU2196'ON THE RIGHT).  THEN LEFT, SOUTH, FOR 6.9 MILES TO A BRICK
 PU2196'CHURCH ON THE LEFT AND IN THE SOUTHEAST CORNER OF AN INTERSECTION
 PU2196'WITH A GRADED DIRT ROAD.  (THE AZIMUTH MARK IS REACHED FROM
 PU2196'THIS POINT BY GOING WEST ON A TRACK ROAD, PASSING TWO SMALL
 PU2196'AIRPLANE HANGERS, FOR 0.35 MILE TO THE CREST OF A LOW HILL
 PU2196'AND THE MARK AS DESCRIBED.) TURN LEFT, EAST, ON THE GRADED
 PU2196'DIRT ROAD FOR 0.65 MILE TO THE CREST OF THE HILL AND THE
 PU2196'STATION AS DESCRIBED.
 PU2196'
 PU2196'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2196'BONEITA 1951.
 PU2196'
 PU2196'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF THE
 PU2196'ROAD, AND 4 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 PU2196'AND THE DISK IS STAMPED BONEITA NO 1 1951.
 PU2196'
 PU2196'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF THE
 PU2196'ROAD, AND 4 FEET SOUTH OF THE WIRE FENCE.  IT PROJECTS 6
 PU2196'INCHES, AND THE DISK IS STAMPED BONEITA NO 2 1951.
 PU2196'
 PU2196'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE TWO SMALL AIRPLANE
 PU2196'HANGERS, 50 FEET SOUTH OF A FENCE CORNER, 15 FEET WEST OF A
 PU2196'CULTIVATED FIELD, AND 1 FOOT EAST OF A WIRE FENCE.  IT
 PU2196'PROJECTS 12 INCHES, AND THE DISK IS STAMPED BONEITA 1951.
 PU2196'
 PU2196'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH
 PU2196'CONCRETE CYLINDERS.
 PU2196
 PU2196                          STATION RECOVERY (1962)
 PU2196
 PU2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2196'STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 PU2196'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 PU2196'HOWEVER DUE TO WIDENING OF THE GRADER DITCH AND THE STATION
 PU2196'MARK AND REFERENCE MARKS 1 AND 2 HAVE BEEN EXPOSED TO A DEPTH
 PU2196'OF 18 INCHES ON THE NORTH SIDE.  REFERENCE MARK 3 HAS BEEN
 PU2196'ESTABLISHED AND CAN BE USED AS THE STATION IN THE EVENT THE
 PU2196'ORIGINAL STATION MARK IS DESTROYED.
 PU2196'
 PU2196'DISTANCE CHECKS ON THE REFERENCE MARKS WAS SATISFACTORY,
 PU2196'HOWEVER A DESCREPANCY WAS FOUND IN THE DIRECTIONS TO REFRENCE
 PU2196'MARK 2 AND THE AZIMUTH MARK AND WAS CHECKED IN THE FIELD.
 PU2196'A NEW DESCRIPTION FOLLOWS.
 PU2196'
 PU2196'STATION IS LOCATED ABOUT 9 MILES SOUTH OF ENNING, 0.65 MILES
 PU2196'EAST OF A GRAVELED NORTH-SOUTH ROAD AND ON THE SOUTH SIDE OF A
 PU2196'GRAVELED SECTION LINE ROAD.  IT IS IN THE NORTHEAST 1/4 OF
 PU2196'SECTION 33, T 6 N, R 13 E.  IT IS ON THE ROAD RIGHT-OF-WAY.
 PU2196'
 PU2196'TO REACH THE STATION FROM THE CROSSROAD IN ENNING, (POST OFFICE
 PU2196'IN THE NORTHEAST ANGLE) GO SOUTH ON A GRAVELED ROAD FOR 9.1
 PU2196'MILES TO A SIDE ROAD LEFT AND A RED TILE SCHOOL HOUSE IN THE
 PU2196'SOUTHEAST ANGLE.  (THE AZIMUTH MARK IS REACHED FROM THIS POINT
 PU2196'BY TURNING RIGHT AND GO WEST ON A TRACK ROAD PASSING TO THE
 PU2196'SIDE OF TWO SMALL AIRPLANE HANGERS FOR 0.4 MILE TO A FENCE
 PU2196'CORNER AND AZIMUTH MARK AS DESCRIBED.) TURN LEFT AND GO
 PU2196'EAST ON A GRAVELED SECTION LINE ROAD FOR 0.65 MILES TO THE
 PU2196'SUMMIT OF A HILL AND THE STATON ON THE RIGHT AS DESCRIBED
 PU2196'BELOW.
 PU2196'
 PU2196'STATION MARK IS 28 FEET SOUTH OF A GRAVELED ROAD, 9 FEET
 PU2196'NORTH OF A METAL WITNESS POST AND WIRE FENCE.  IT IS
 PU2196'STAMPED--BONEITA 1951 AND IT IS ON THE EDGE OF THE GRADER
 PU2196'DITCH.
 PU2196'
 PU2196'R.M. 1 IS 28 FEET SOUTH OF A GRAVELED ROAD, 8.6 FEET NORTH OF
 PU2196'A WIRE FENCE AND IT IS ON THE EDGE OF THE GRADER DITCH.  IT IS
 PU2196'STAMPED--BONEITA NO 1 1951.
 PU2196'
 PU2196'R.M. 2 IS 46 FEET EAST OF THE CENTER OF A WIRE GATE, 29 FEET
 PU2196'SOUTH OF A GRAVELED ROAD AND 8.6 FET NORTH OF A WIRE FENCE.
 PU2196'IT IS STAMPED--BONEITA NO 2 1951 AND IT IS ON THE EDGE OF A
 PU2196'GRADER DITCH.
 PU2196'
 PU2196'R.M. 3 IS 62 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 34 FEET
 PU2196'SOUTH OF A WIRE FENCE AND METAL WITNESS POST.  IT IS A
 PU2196'STANDARD REFERENCE MARK DISK AND IT IS STAMPED--BONEITA NO 3
 PU2196'1951 AND IT IS SET FLUSH WITH THE GROUND SURFACE.  AN UNDERGROUND
 PU2196'MARK HAS BEEN ESTABLISHED TO REFERENCE MARK 3.  IT IS A
 PU2196'STANDARD TRIANGULATION STATION DISK AND IT IS STAMPED--BONEITA
 PU2196'1951.  IT IS 52 INCHES BELOW THE GROUND SURFACE.
 PU2196'
 PU2196'AZIMUTH MARK IS 47 FEET SOUTH OF A FENCE CORNER, 11 FEET WEST
 PU2196'OF A TRACK ROAD, 1 FOOT EAST OF A WIRE FENCE AND PROJECTS 3
 PU2196'INCHES.  IT IS STAMPED--BONEITA 1951.
 PU2196'
 PU2196'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU2196'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0830 ***********************************************************************
 OR0830  DESIGNATION -  BONESTEEL MUNICIPAL TANK
 OR0830  PID         -  OR0830
 OR0830  STATE/COUNTY-  SD/GREGORY
 OR0830  COUNTRY     -  US
 OR0830  USGS QUAD   -  BONESTEEL (2017)
 OR0830
 OR0830                         *CURRENT SURVEY CONTROL
 OR0830  ______________________________________________________________________
 OR0830* NAD 83(1996) POSITION- 43 04 36.58583(N) 098 57 00.78010(W)   ADJUSTED
 OR0830  ______________________________________________________________________
 OR0830  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 OR0830  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 OR0830  HORZ ORDER      -  THIRD
 OR0830
 OR0830.The horizontal coordinates were established by classical geodetic methods
 OR0830.and adjusted by the National Geodetic Survey in January 1998.
 OR0830
 OR0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0830.GEOID18 height accuracy estimate available here.
 OR0830
 OR0830.Click photographs - Photos may exist for this station.
 OR0830
 OR0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0830
 OR0830. The following values were computed from the NAD 83(1996) position.
 OR0830
 OR0830;                    North         East     Units Scale Factor Converg.
 OR0830;SPC SD S     -    83,533.852   712,629.352   MT  0.99995125   +0 57 14.9
 OR0830;SPC SD S     -   274,060.65  2,338,018.13   sFT  0.99995125   +0 57 14.9
 OR0830;UTM  14      - 4,769,347.830   504,052.696   MT  0.99960020   +0 02 02.4
 OR0830
 OR0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0405269347(NAD 83)
 OR0830
 OR0830                          SUPERSEDED SURVEY CONTROL
 OR0830
 OR0830  NAD 83(1995)-  43 04 36.58596(N)    098 57 00.78031(W) AD(       ) 3
 OR0830  NAD 83(1986)-  43 04 36.59334(N)    098 57 00.78879(W) AD(       ) 3
 OR0830  NAD 27      -  43 04 36.60200(N)    098 56 59.46300(W) AD(       ) 3
 OR0830
 OR0830.Superseded values are not recommended for survey control.
 OR0830
 OR0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0830.See file dsdata.pdf to determine how the superseded data were derived.
 OR0830
 OR0830_MARKER: 53 = ELEVATED TANK
 OR0830
 OR0830  HISTORY     - Date     Condition        Report By
 OR0830  HISTORY     - 1936     FIRST OBSERVED   CGS
 OR0830  HISTORY     - 1940     GOOD             CGS
 OR0830  HISTORY     - 1945     GOOD             CGS
 OR0830  HISTORY     - 1948     GOOD             CGS
 OR0830
 OR0830                          STATION DESCRIPTION
 OR0830
 OR0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0830'THE POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 OR0830'WATER TANK IN THE CENTRAL PART OF THE TOWN OF BONESTEEL, S. DAK.
 OR0830'THE TANK IS APPROXIMATELY 100 FEET HIGH.
 OR0830'
 OR0830'THE POINT WAS OBSERVED FROM TRIANGULATION STATIONS WHETSONE,
 OR0830'LUNN AND PONCA.
 OR0830
 OR0830                          STATION RECOVERY (1940)
 OR0830
 OR0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 OR0830'BONESTEEL MUNICIPAL WATER TANK IS IN THE WEST PART OF THE CITY
 OR0830'OF BONESTEEL, 100 YARDS EAST OF THE PUBLIC HIGH SCHOOL.
 OR0830'
 OR0830'THE TANK AND SUPPORTING TOWER ARE BUILT OF STRUCTURAL STEEL,
 OR0830'THE TANK PAINTED SILVER, THE SUPPORTING TOWER PAINTED BLACK.
 OR0830'THE TANK HAS THE LETTERING BONESTEEL ON THE NORTHWEST SIDE.
 OR0830'THE ENTIRE STRUCTURE IS 96 FEET HIGH AND WAS BUILT IN 1912.
 OR0830
 OR0830                          STATION RECOVERY (1945)
 OR0830
 OR0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0830'THE STATION IS LOCATED 3-1/2 BLOCKS W OF THE MAIN BUSINESS
 OR0830'DISTRICT OF THE VILLAGE OF BONESTEEL AND IT IS DIRECTLY ACROSS
 OR0830'THE STREET E OF THE BONESTEEL HIGH SCHOOL.  IT IS A FOUR-LEGGED
 OR0830'STEEL STRUCTURE 110 FEET HIGH.  THE BODY OF THE TANK IS PAINTED
 OR0830'SILVER WHILE THE LEGS ARE PAINTED BLACK.  ON THE N SIDE OF
 OR0830'THE BODY OF THE TANK THE FOLLOWING LETTERS ARE INSCRIBED --
 OR0830'BONESTEEL.
 OR0830'
 OR0830'THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 OR0830'
 OR0830'THIS IS AN INTERSECTION STATION.
 OR0830
 OR0830                          STATION RECOVERY (1948)
 OR0830
 OR0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0830'THE STATION IS LOCATED IN THE TOWN OF BONESTEEL, 4 BLOCKS WEST
 OR0830'OF, AND 1/2 BLOCK SOUTH OF THE POST OFFICE.  IT IS A 4-LEGGED
 OR0830'STEEL STRUCTURE, ABOUT 125 FEET HIGH AND ABOUT 35 FEET SQUARE
 OR0830'AT ITS BASE.  THE LEGS OF THE TANK ARE BLACK AND THE TANK IS
 OR0830'SILVER.  THE NAME BONESTEEL IS PAINTED ON THE SIDE OF THE
 OR0830'TANK.
 OR0830'
 OR0830'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0598 ***********************************************************************
 PS0598  DESIGNATION -  BONILLA PRESB CHURCH SPIRE
 PS0598  PID         -  PS0598
 PS0598  STATE/COUNTY-  SD/BEADLE
 PS0598  COUNTRY     -  US
 PS0598  USGS QUAD   -  HITCHCOCK SW (2017)
 PS0598
 PS0598                         *CURRENT SURVEY CONTROL
 PS0598  ______________________________________________________________________
 PS0598* NAD 83(1996) POSITION- 44 34 54.48623(N) 098 29 57.21929(W)   ADJUSTED
 PS0598  ______________________________________________________________________
 PS0598  GEOID HEIGHT    -        -24.724 (meters)                     GEOID18
 PS0598  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 PS0598  HORZ ORDER      -  THIRD
 PS0598
 PS0598.The horizontal coordinates were established by classical geodetic methods
 PS0598.and adjusted by the National Geodetic Survey in January 1998.
 PS0598
 PS0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0598.GEOID18 height accuracy estimate available here.
 PS0598
 PS0598.Click photographs - Photos may exist for this station.
 PS0598
 PS0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0598
 PS0598. The following values were computed from the NAD 83(1996) position.
 PS0598
 PS0598;                    North         East     Units Scale Factor Converg.
 PS0598;SPC SD N     -    84,276.197   719,178.657   MT  0.99997246   +1 03 43.8
 PS0598;SPC SD N     -   276,496.16  2,359,505.31   sFT  0.99997246   +1 03 43.8
 PS0598;UTM  14      - 4,936,617.529   539,754.585   MT  0.99961943   +0 21 05.4
 PS0598
 PS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3975436617(NAD 83)
 PS0598
 PS0598                          SUPERSEDED SURVEY CONTROL
 PS0598
 PS0598  NAD 83(1986)-  44 34 54.47952(N)    098 29 57.22082(W) AD(       ) 3
 PS0598  NAD 27      -  44 34 54.55900(N)    098 29 55.88700(W) AD(       ) 3
 PS0598
 PS0598.Superseded values are not recommended for survey control.
 PS0598
 PS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0598.See file dsdata.pdf to determine how the superseded data were derived.
 PS0598
 PS0598_MARKER: 90 = CHURCH SPIRE
 PS0598
 PS0598  HISTORY     - Date     Condition        Report By
 PS0598  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0598
 PS0598                          STATION DESCRIPTION
 PS0598
 PS0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0598'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE PRESBYTERIAN
 PS0598'CHURCH, LOCATED IN THE SE PART OF TOWN OF BONILLA, APPROXIMATELY
 PS0598'60 FEET HIGH.
 PS0598'
 PS0598'STATION WAS OBSERVED FROM NANCE, BING, WESS, AND HART.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0790 ***********************************************************************
 OS0790  DESIGNATION -  BOOCK
 OS0790  PID         -  OS0790
 OS0790  STATE/COUNTY-  SD/JACKSON
 OS0790  COUNTRY     -  US
 OS0790  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0790
 OS0790                         *CURRENT SURVEY CONTROL
 OS0790  ______________________________________________________________________
 OS0790* NAD 83(1996) POSITION- 43 50 52.00662(N) 101 46 10.84517(W)   ADJUSTED
 OS0790* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 OS0790  ______________________________________________________________________
 OS0790  GEOID HEIGHT    -        -20.632 (meters)                     GEOID18
 OS0790  LAPLACE CORR    -         -8.95  (seconds)                    DEFLEC18
 OS0790  HORZ ORDER      -  SECOND
 OS0790
 OS0790.The horizontal coordinates were established by classical geodetic methods
 OS0790.and adjusted by the National Geodetic Survey in January 1998.
 OS0790
 OS0790.The orthometric height was scaled from a topographic map.
 OS0790
 OS0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0790.GEOID18 height accuracy estimate available here.
 OS0790
 OS0790.Click photographs - Photos may exist for this station.
 OS0790
 OS0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0790
 OS0790. The following values were computed from the NAD 83(1996) position.
 OS0790
 OS0790;                    North         East     Units Scale Factor Converg.
 OS0790;SPC SD S     -   169,241.517   484,517.625   MT  0.99991487   -0 59 27.1
 OS0790;SPC SD S     -   555,253.21  1,589,621.57   sFT  0.99991487   -0 59 27.1
 OS0790;UTM  14      - 4,858,695.365   277,372.881   MT  1.00020964   -1 55 10.1
 OS0790
 OS0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0790!SPC SD S     -   0.99987899  x   0.99991487  =   0.99979387
 OS0790!UTM  14      -   0.99987899  x   1.00020964  =   1.00008860
 OS0790
 OS0790:                Primary Azimuth Mark                     Grid Az
 OS0790:SPC SD S     -  PHILIP                                   027 28 25.2
 OS0790:UTM  14      -  PHILIP                                   028 24 08.2
 OS0790
 OS0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7737258695(NAD 83)
 OS0790
 OS0790|---------------------------------------------------------------------|
 OS0790| PID    Reference Object                     Distance      Geod. Az  |
 OS0790|                                                           dddmmss.s |
 OS0790| OS0772 PHILIP                              APPROX.11.4 KM 0262858.1 |
 OS0790| CP9695 BOOCK RM 1                           17.904 METERS 10638     |
 OS0790| CP9696 BOOCK RM 2                           24.165 METERS 15912     |
 OS0790|---------------------------------------------------------------------|
 OS0790
 OS0790                          SUPERSEDED SURVEY CONTROL
 OS0790
 OS0790  NAD 83(1995)-  43 50 51.99864(N)    101 46 10.84727(W) AD(       ) 2
 OS0790  NAD 83(1986)-  43 50 51.99912(N)    101 46 10.84831(W) AD(       ) 2
 OS0790  NAD 27      -  43 50 52.02720(N)    101 46 09.32480(W) AD(       ) 2
 OS0790
 OS0790.Superseded values are not recommended for survey control.
 OS0790
 OS0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0790.See file dsdata.pdf to determine how the superseded data were derived.
 OS0790
 OS0790_MARKER: DS = TRIANGULATION STATION DISK
 OS0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0790_STAMPING: BOOCK 1961
 OS0790_MARK LOGO: CGS
 OS0790_PROJECTION: FLUSH
 OS0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0790+STABILITY: SURFACE MOTION
 OS0790
 OS0790  HISTORY     - Date     Condition        Report By
 OS0790  HISTORY     - 1961     MONUMENTED       CGS
 OS0790
 OS0790                          STATION DESCRIPTION
 OS0790
 OS0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0790'THE STATION IS 6-1/2 MILES EAST OF CACTUS FLAT, 4-1/2 MILES
 OS0790'NORTH-NORTHWEST OF WETA, 4 MILES WEST OF SEVEN MILE CORNER, IN THE
 OS0790'NE 1/2 SEC. 30, T 2 S, R 20 E.  TI IS ON THE NORTHWEST EDGE OF A
 OS0790'SMALL GRASS COVERED KNOLL IN PASTURE LAND.
 OS0790'
 OS0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OS0790'STATE HIGHWAY 73 AT SEVEN MILE CORNER, GO WEST ON U.S. HIGHWAY 16
 OS0790'FOR 4.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, CROSSING OLD
 OS0790'ROAD BED, AND CATTLE GUARD AND GO NORTH ON DIRT ROAD FOR 1.0
 OS0790'MILE TO CROSSROADS, TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.3
 OS0790'MILE TO E 7 M AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, WEST,
 OS0790'ON DIRT ROAD FOR 0.7 MILE TO WHERE ROAD TURNS RIGHT AND TRACK
 OS0790'ROAD CONTINUES WEST.  GO WEST ON TRACK ROAD FOR 0.35 MILE TO THE
 OS0790'TOP OF A SMALL KNOLL, TURN LEFT AND SOUTH ACROSS PASTURE LAND
 OS0790'FOR 0.2 MILE TO THE HIGHEST PART OF KNOLL AND STATION ON THE
 OS0790'RIGHT.
 OS0790'
 OS0790'STATION MARK IS A STANDARD DISK STAMPED BOOCK 1961, SET IN THE TOP
 OS0790'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.
 OS0790'IT IS 7 FEET EAST OF A SMALL BLUFF.
 OS0790'
 OS0790'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BOOCK NO 1 1961,
 OS0790'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 OS0790'THE GROUND.  IT IS 66 FEET EAST OF A SMALL BLUFF.
 OS0790'
 OS0790'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BOOCK NO 2 1961,
 OS0790'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 OS0790'THE GROUND.  IT IS 15 FEET EAST OF A SMALL BLUFF.
 OS0790'
 OS0790'UNABLE TO MEASURE BETWEEN REFERENCE MARKS BECAUSE OF HIGH RIDGE
 OS0790'BETWEEN REFERENCE MARKS.
 OS0790'
 OS0790'HEIGHT OF LIGHT ABOVE STATION MARK 4 FT. METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0470 ***********************************************************************
 QT0470  DESIGNATION -  BORDER
 QT0470  PID         -  QT0470
 QT0470  STATE/COUNTY-  SD/HARDING
 QT0470  COUNTRY     -  US
 QT0470  USGS QUAD   -  BOWMAN-HALEY DAM (2018)
 QT0470
 QT0470                         *CURRENT SURVEY CONTROL
 QT0470  ______________________________________________________________________
 QT0470* NAD 83(1996) POSITION- 45 56 40.68586(N) 103 14 56.55604(W)   ADJUSTED
 QT0470* NAVD 88 ORTHO HEIGHT -   918.    (meters)     3012.    (feet) SCALED
 QT0470  ______________________________________________________________________
 QT0470  GEOID HEIGHT    -        -16.179 (meters)                     GEOID18
 QT0470  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC18
 QT0470  HORZ ORDER      -  THIRD
 QT0470
 QT0470.The horizontal coordinates were established by classical geodetic methods
 QT0470.and adjusted by the National Geodetic Survey in January 1998.
 QT0470
 QT0470.The orthometric height was scaled from a topographic map.
 QT0470
 QT0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0470.GEOID18 height accuracy estimate available here.
 QT0470
 QT0470.Click photographs - Photos may exist for this station.
 QT0470
 QT0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0470
 QT0470. The following values were computed from the NAD 83(1996) position.
 QT0470
 QT0470;                    North         East     Units Scale Factor Converg.
 QT0470;SPC SD N     -   239,683.047   348,119.754   MT  1.00006094   -2 17 58.1
 QT0470;SPC SD N     -   786,360.13  1,142,122.89   sFT  1.00006094   -2 17 58.1
 QT0470;UTM  13      - 5,089,386.636   635,715.122   MT  0.99982643   +1 15 30.8
 QT0470
 QT0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0470!SPC SD N     -   0.99985872  x   1.00006094  =   0.99991965
 QT0470!UTM  13      -   0.99985872  x   0.99982643  =   0.99968517
 QT0470
 QT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3571589386(NAD 83)
 QT0470
 QT0470|---------------------------------------------------------------------|
 QT0470| PID    Reference Object                     Distance      Geod. Az  |
 QT0470|                                                           dddmmss.s |
 QT0470| QT0471 BOUNDARY MP 322 ND SD               337.261 METERS 07946     |
 QT0470| CQ7117 BORDER RM 2                          16.588 METERS 25650     |
 QT0470| CQ7116 BORDER RM 1                          13.665 METERS 35321     |
 QT0470|---------------------------------------------------------------------|
 QT0470
 QT0470                          SUPERSEDED SURVEY CONTROL
 QT0470
 QT0470  NAD 83(1993)-  45 56 40.67378(N)    103 14 56.55336(W) AD(       ) 3
 QT0470  NAD 83(1986)-  45 56 40.67239(N)    103 14 56.55179(W) AD(       ) 3
 QT0470  NAD 27      -  45 56 40.66000(N)    103 14 54.91800(W) AD(       ) 3
 QT0470
 QT0470.Superseded values are not recommended for survey control.
 QT0470
 QT0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0470.See file dsdata.pdf to determine how the superseded data were derived.
 QT0470
 QT0470_MARKER: DS = TRIANGULATION STATION DISK
 QT0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0470_STAMPING: BORDER 1952
 QT0470_MARK LOGO: CGS
 QT0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0470+STABILITY: SURFACE MOTION
 QT0470
 QT0470  HISTORY     - Date     Condition        Report By
 QT0470  HISTORY     - 1952     MONUMENTED       CGS
 QT0470
 QT0470                          STATION DESCRIPTION
 QT0470
 QT0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0470'THE STATION IS ABOUT 9 MILES NORTHEAST OF LUDLOW, 6 MILES EAST
 QT0470'OF U.S. HIGHWAY 85, 75 YARDS SOUTH OF THE NORTH DAKOTA-SOUTH DAKOTA
 QT0470'STATE LINE, IN SECTION 22, T 23 N, R 7 E, 45 FEET NORTHWEST OF
 QT0470'THE SOUTHEAST EDGE OF THE HILL, AND 5 FEET WEST OF A 4 X 4
 QT0470'INCH WITNESS POST.
 QT0470'
 QT0470'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO SOUTH
 QT0470'FOR 0.05 MILE TO A CROSS ROAD, TURN LEFT AND GO EAST FOR 6.35
 QT0470'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 3.05
 QT0470'MILES TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR 1.0 MILE
 QT0470'TO THE POINT WHERE THE MAIN ROAD TURNS RIGHT, TURN RIGHT AND GO
 QT0470'NORTH FOR 4.15 MILES TO A T-INTERSECTION, TURN RIGHT AND GO EAST
 QT0470'FOR 1.0 MILE TO A CROSS ROAD, TURN LEFT AND GO NORTH ON TRACK
 QT0470'ROAD FOR 0.4 MILE, BEAR RIGHT AND GO NORTHEAST ACROSS COUNTRY
 QT0470'FOR 0.3 MILE TO TOP OF HILL AND STATION, CONTINUE EAST FOR
 QT0470'0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 QT0470'
 QT0470'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BORDER
 QT0470'1952.
 QT0470'
 QT0470'REFERENCE MARK 1 IS 20 FEET WEST OF THE EAST EDGE OF THE HILL.
 QT0470'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BORDER NO 1
 QT0470'1952.
 QT0470'
 QT0470'REFERENCE MARK 2 IS 20 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 QT0470'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BORDER NO
 QT0470'2 1952.
 QT0470'
 QT0470'NORTH DAKOTA, SOUTH DAKOTA BOUNDARY MILEPOST NO. 322 IS 4 FEET
 QT0470'EAST OF A FENCE CORNER.  IT IS A 10 X 10 INCH RED GRANITE POST
 QT0470'PROJECTING 3-1/2 FEET.  IT HAS A SMALL CROSS CHISELED IN THE
 QT0470'TOP.  CHISELED IN THE NORTH SIDE IS N.D.S.C. T129.  IN THE EAST
 QT0470'SIDE, 322 M.R. 100.  IN THE SOUTH SIDE, S.D.  AND IN THE WEST
 QT0470'SIDE, R. 101.
 QT0470'
 QT0470'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0713 ***********************************************************************
 OQ0713  DESIGNATION -  BOTHWELL
 OQ0713  PID         -  OQ0713
 OQ0713  STATE/COUNTY-  SD/LINCOLN
 OQ0713  COUNTRY     -  US
 OQ0713  USGS QUAD   -  CANTON SW (2017)
 OQ0713
 OQ0713                         *CURRENT SURVEY CONTROL
 OQ0713  ______________________________________________________________________
 OQ0713* NAD 83(1996) POSITION- 43 18 02.25400(N) 096 41 21.55905(W)   ADJUSTED
 OQ0713* NAVD 88 ORTHO HEIGHT -   413.3   (meters)     1356.    (feet) VERTCON3
 OQ0713  ______________________________________________________________________
 OQ0713  GEOID HEIGHT    -        -26.372 (meters)                     GEOID18
 OQ0713  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 OQ0713  HORZ ORDER      -  FIRST
 OQ0713
 OQ0713.The horizontal coordinates were established by classical geodetic methods
 OQ0713.and adjusted by the National Geodetic Survey in January 1998.
 OQ0713
 OQ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0713
 OQ0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0713.GEOID18 height accuracy estimate available here.
 OQ0713
 OQ0713.Click photographs - Photos may exist for this station.
 OQ0713
 OQ0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0713
 OQ0713. The following values were computed from the NAD 83(1996) position.
 OQ0713
 OQ0713;                    North         East     Units Scale Factor Converg.
 OQ0713;SPC SD S     -   113,942.380   895,565.631   MT  0.99992217   +2 30 49.8
 OQ0713;SPC SD S     -   373,825.96  2,938,201.57   sFT  0.99992217   +2 30 49.8
 OQ0713;UTM  14      - 4,796,792.340   687,421.847   MT  1.00003212   +1 35 06.7
 OQ0713
 OQ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0713!SPC SD S     -   0.99993932  x   0.99992217  =   0.99986149
 OQ0713!UTM  14      -   0.99993932  x   1.00003212  =   0.99997144
 OQ0713
 OQ0713:                Primary Azimuth Mark                     Grid Az
 OQ0713:SPC SD S     -  BOTHWELL AZ MK                           013 29 35.3
 OQ0713:UTM  14      -  BOTHWELL AZ MK                           014 25 18.4
 OQ0713
 OQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8742196792(NAD 83)
 OQ0713
 OQ0713|---------------------------------------------------------------------|
 OQ0713| PID    Reference Object                     Distance      Geod. Az  |
 OQ0713|                                                           dddmmss.s |
 OQ0713| CO2294 BOTHWELL AZ MK                                     0160025.1 |
 OQ0713| OQ0711 CANTON STANDPIPE                    APPROX. 8.6 KM 0840237.9 |
 OQ0713| OQ0709 CANTON INWOOD HOSP WATER TANK       APPROX.10.7 KM 0874229.5 |
 OQ0713| OQ0732 OMAHA BISMARCK AIRWAY BCN 13        APPROX.11.0 KM 1532705.4 |
 OQ0713| CO2295 BOTHWELL RM 1                         9.703 METERS 23237     |
 OQ0713| OQ0716 BOTHWELL RM 2                        11.853 METERS 32154     |
 OQ0713| OQ0720 HARRISBURG TANK                     APPROX.14.5 KM 3565500.2 |
 OQ0713|---------------------------------------------------------------------|
 OQ0713
 OQ0713                          SUPERSEDED SURVEY CONTROL
 OQ0713
 OQ0713  NAD 83(1995)-  43 18 02.25493(N)    096 41 21.55410(W) AD(       ) 1
 OQ0713  NAD 83(1986)-  43 18 02.25727(N)    096 41 21.54575(W) AD(       ) 1
 OQ0713  NAD 27      -  43 18 02.32300(N)    096 41 20.37300(W) AD(       ) 1
 OQ0713  NGVD 29 (07/19/86)  413.1    (m)         1355.     (f) VERT ANG       
 OQ0713
 OQ0713.Superseded values are not recommended for survey control.
 OQ0713
 OQ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0713.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0713
 OQ0713_MARKER: DS = TRIANGULATION STATION DISK
 OQ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0713_STAMPING: BOTHWELL 1935
 OQ0713_MARK LOGO: CGS
 OQ0713_PROJECTION: RECESSED 5 CENTIMETERS
 OQ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0713+STABILITY: SURFACE MOTION
 OQ0713
 OQ0713  HISTORY     - Date     Condition        Report By
 OQ0713  HISTORY     - 1935     MONUMENTED       CGS
 OQ0713  HISTORY     - 1949     GOOD             CGS
 OQ0713  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OQ0713
 OQ0713                          STATION DESCRIPTION
 OQ0713
 OQ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0713'STATION IS LOCATED ABOUT 5 MILES WEST OF CANTON, ABOUT 2 MILES
 OQ0713'SOUTH AND 4 MILES EAST OF WORTHING IN THE NORTHEAST CORNER OF
 OQ0713'THE NORTHEAST QUARTER SEC. 24, T. 98 N., R. 50 W.
 OQ0713'
 OQ0713'TO REACH FROM JUNCTION OF U.S. HIGHWAY 77 AND U.S. HIGHWAY 18
 OQ0713'WHICH IS 2 MILES SOUTH AND 2 MILES EAST OF WORTHING, GO EAST ON
 OQ0713'U.S. HIGHWAY 18 FOR 2 MILES TO FARMYARD.  MARK IS SET 15 FEET
 OQ0713'EAST OF NORTH-SOUTH FENCE, 120 FEET SOUTH OF EAST-WEST FENCE, AND
 OQ0713'100 FEET WEST OF FARMHOUSE.
 OQ0713'
 OQ0713'REFERENCE MARK NO. 1 IS 31.80 FEET (9.692 METERS) SOUTHWEST OF
 OQ0713'STATION AND 1 FOOT EAST OF NORTH-SOUTH FENCE.
 OQ0713'
 OQ0713'REFERENCE MARK NO. 2 IS 38.89 FEET (11.853 METERS) NORTHWEST OF
 OQ0713'STATION AND 1 FOOT EAST OF NORTH-SOUTH FENCE.
 OQ0713'
 OQ0713'AZIMUTH MARK IS REACHED BY GOING EAST FROM STATION .06 MILE TO
 OQ0713'FIRST NORTH-SOUTH SECTION-LINE ROAD, TURN LEFT (NORTH) AND GO 0.5
 OQ0713'MILE TO GATE AND LANE LEADING TO FARMHOUSE, TURN RIGHT(EAST) INTO
 OQ0713'LANE AND PROCEED PAST HOUSE TO FENCE CORNER ON RIGHT, THEN RIGHT
 OQ0713'(SOUTH) AND GO TO SOUTHWEST CORNER OF BARN WITH SHED.  MARK IS AT
 OQ0713'THIS CORNER, FLUSH WITH GROUND.
 OQ0713'
 OQ0713'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OQ0713
 OQ0713                          STATION RECOVERY (1949)
 OQ0713
 OQ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0713'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 OQ0713'BE IN GOOD CONDITION.  A GROVE OF TREES NOW SURROUNDS STATION.
 OQ0713'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1.
 OQ0713'THE ORIGINAL DESCRIPTION IS ADEQUATE.  77 FOOT STEEL TOWER
 OQ0713
 OQ0713                          STATION RECOVERY (1966)
 OQ0713
 OQ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0713'STATION LOCATION IS ADEQUATE.  ALL MARKS WERE RECOVERED IN GOOD
 OQ0713'CONDITION.  PROPERTY IS NOW OWNED BY MRS. ALICE LEMONT OF LINCOLN,
 OQ0713'NEBRASKA.  A CHECK OF DISTANCE TO AND DIRECTION BETWEEN MARKS
 OQ0713'WAS FOUND TO BE CORRECT.  DUE TO CHANGES IN AREA, A COMPLETE
 OQ0713'NEW DESCRIPTION FOLLOWS.
 OQ0713'
 OQ0713'TO REACH STATION FROM THE COUNTY COURTHOUSE IN CANTON, GO WEST
 OQ0713'ON U.S. HIGHWAY 18 FOR 2.8 MILES TO THE JUNCTION OF HIGHWAY 18
 OQ0713'AND STATE ROUTE 11.  CONTINUE WEST ON HIGHWAY 18 FOR 1.95 MILES TO
 OQ0713'A CROSSROAD AND SMALL SCHOOLHOUSE IN THE NORTHEAST ANGLE.  TURN
 OQ0713'LEFT AND GO SOUTH ABOUT 200 FEET TO DRIVEWAY ON THE RIGHT.  TURN
 OQ0713'RIGHT, WEST, AND FOLLOW DRIVEWAY DIRECTLY WEST TO CATTLE PEN AND
 OQ0713'STATION THEREIN AS DESCRIBED.
 OQ0713'
 OQ0713'AZIMUTH IS REACHED FROM CROSSROADS AT SCHOOLHOUSE.  GO NORTH ON
 OQ0713'GRAVELED ROAD FOR 0.6 MILE TO FARM ROAD RIGHT.  TURN RIGHT AND GO
 OQ0713'EAST FOR 0.2 MILE TO BARN AND AZIMUTH MARK AS DESCRIBED.
 OQ0713'
 OQ0713'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 OQ0713'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 OQ0713'SURFACE OF THE GROUND AND IS STAMPED BOTHWELL 1935.  IT IS 52.5
 OQ0713'FEET NORTHEAST OF NORTHWEST CORNER OF A CHICKEN COOP, 44 FEET EAST
 OQ0713'OF SOUTHEAST CORNER OF A METAL CATTLE SHED, AND 7-1/2 FEET WEST
 OQ0713'OF A FENCELINE.
 OQ0713'
 OQ0713'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 OQ0713'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS
 OQ0713'STAMPED BOTHWELL NO 1 1935.  IT IS 32.5 FEET WEST OF A FENCELINE,
 OQ0713'26.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE METAL CATTLE SHED
 OQ0713'AND 24 FEET NORTH OF NORTHWEST CORNER OF THE CHICKEN COOP.
 OQ0713'
 OQ0713'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 OQ0713'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS
 OQ0713'STAMPED BOTHWELL NO 2 1935.  IT IS 32.3 FEET SOUTHWEST OF A 30
 OQ0713'INCH TWINTRUNKED TREE, 31.8 FEET WEST OF A FENCELINE AND 19.7
 OQ0713'FEET EAST-NORTHEAST OF NORTHEAST CORNER OF THE METAL CATTLE SHED.
 OQ0713'
 OQ0713'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 OQ0713'A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS STAMPED
 OQ0713'BOTHWELL AZI 1935.  IT IS 39 FEET EAST OF A FENCELINE, 43 FEET
 OQ0713'WEST-NORTHWEST OF NORTHWEST CORNER OF A BARN WITH CHIMNEY AND 1.7
 OQ0713'FEET SOUTHWEST OF SOUTHWEST CORNER OF A BARN WITH GARAGE ON THE SIDE.
 OQ0713'
 OQ0713'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NUMBER 2, DISTANCE
 OQ0713'BEING SHOWN ABOVE.
 OQ0713'
 OQ0713'AZIMUTH MARK WAS NOT VISIBLE AT THIS TIME DUE TO HIGH CORN.
 OQ0713'
 OQ0713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0713'5 MILES WEST OF CANTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0716 ***********************************************************************
 OQ0716  DESIGNATION -  BOTHWELL RM 2
 OQ0716  PID         -  OQ0716
 OQ0716  STATE/COUNTY-  SD/LINCOLN
 OQ0716  COUNTRY     -  US
 OQ0716  USGS QUAD   -  CANTON SW (2017)
 OQ0716
 OQ0716                         *CURRENT SURVEY CONTROL
 OQ0716  ______________________________________________________________________
 OQ0716* NAD 83(1996) POSITION- 43 18 02.55628(N) 096 41 21.88348(W)   ADJUSTED
 OQ0716* NAVD 88 ORTHO HEIGHT -   413.5   (meters)     1357.    (feet) VERTCON3
 OQ0716  ______________________________________________________________________
 OQ0716  GEOID HEIGHT    -        -26.372 (meters)                     GEOID18
 OQ0716  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 OQ0716  HORZ ORDER      -  FIRST
 OQ0716
 OQ0716.The horizontal coordinates were established by classical geodetic methods
 OQ0716.and adjusted by the National Geodetic Survey in January 1998.
 OQ0716
 OQ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0716
 OQ0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0716.GEOID18 height accuracy estimate available here.
 OQ0716
 OQ0716.Click photographs - Photos may exist for this station.
 OQ0716
 OQ0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0716
 OQ0716. The following values were computed from the NAD 83(1996) position.
 OQ0716
 OQ0716;                    North         East     Units Scale Factor Converg.
 OQ0716;SPC SD S     -   113,951.378   895,557.917   MT  0.99992216   +2 30 49.6
 OQ0716;SPC SD S     -   373,855.48  2,938,176.27   sFT  0.99992216   +2 30 49.6
 OQ0716;UTM  14      - 4,796,801.463   687,414.279   MT  1.00003208   +1 35 06.4
 OQ0716
 OQ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0716!SPC SD S     -   0.99993929  x   0.99992216  =   0.99986145
 OQ0716!UTM  14      -   0.99993929  x   1.00003208  =   0.99997137
 OQ0716
 OQ0716:                Primary Azimuth Mark                     Grid Az
 OQ0716:SPC SD S     -  BLUMER                                   183 35 00.2
 OQ0716:UTM  14      -  BLUMER                                   184 30 43.4
 OQ0716
 OQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8741496801(NAD 83)
 OQ0716
 OQ0716|---------------------------------------------------------------------|
 OQ0716| PID    Reference Object                     Distance      Geod. Az  |
 OQ0716|                                                           dddmmss.s |
 OQ0716| OQ0713 BOTHWELL                             11.853 METERS 14154     |
 OQ0716| OQ0734 BLUMER                              APPROX.14.6 KM 1860549.8 |
 OQ0716| OQ0715 BOTHWELL RM A                        28.466 METERS 30813     |
 OQ0716|---------------------------------------------------------------------|
 OQ0716
 OQ0716                          SUPERSEDED SURVEY CONTROL
 OQ0716
 OQ0716  NAD 83(1995)-  43 18 02.55721(N)    096 41 21.87853(W) AD(       ) 1
 OQ0716  NAD 83(1986)-  43 18 02.55947(N)    096 41 21.87009(W) AD(       ) 1
 OQ0716  NAD 27      -  43 18 02.62546(N)    096 41 20.69704(W) AD(       ) 1
 OQ0716  NGVD 29 (07/19/86)  413.3    (m)         1356.     (f) VERT ANG       
 OQ0716
 OQ0716.Superseded values are not recommended for survey control.
 OQ0716
 OQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0716.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0716
 OQ0716_MARKER: DR = REFERENCE MARK DISK
 OQ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0716_STAMPING: BOTHWELL NO 2 1935
 OQ0716_MARK LOGO: CGS
 OQ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0716+STABILITY: SURFACE MOTION
 OQ0716
 OQ0716  HISTORY     - Date     Condition        Report By
 OQ0716  HISTORY     - 1935     MONUMENTED       CGS
 OQ0716
 OQ0716                          STATION DESCRIPTION
 OQ0716
 OQ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0716'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CANTON, ABOUT 3-1/2 MILES
 OQ0716'SOUTHEAST OF WORTHING AND IN THE NORTHEAST 1/4 OF SEC. 24, T98N, R50W.
 OQ0716'IT IS ON PROPERTY OWNED BY MRS. ALICE LEMONT, OF LINCOLN, NEBRASKA.
 OQ0716'
 OQ0716'TO REACH STATION FROM THE COUNTY COURTHOUSE IN CANTON, GO WEST ON U.S.
 OQ0716'HIGHWAY 18 FOR 2.8 MILES TO THE JUNCTION OF HIGHWAY 18 AND STATE ROUTE
 OQ0716'11.  CONTINUE WEST ON HIGHWAY 18 FOR 1.95 MILES TO A CROSSROAD AND
 OQ0716'SMALL SCHOOLHOUSE IN THE NORTHEAST ANGLE.  TURN LEFT AND GO SOUTH
 OQ0716'ABOUT 200 FEET TO DRIVEWAY ON THE RIGHT.  TURN RIGHT (WEST) AND FOLLOW
 OQ0716'DRIVEWAY DIRECTLY WEST TO CATTLE PEN AND STATION THEREIN AS DESCRIBED.
 OQ0716'
 OQ0716'STATION MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A
 OQ0716'ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS STAMPED BOTHWELL
 OQ0716'NO 2 1935.  IT IS 32.3 FEET SOUTHWEST OF A 30 INCH TWIN TRUNKED TREE,
 OQ0716'31.8 FEET WEST OF A FENCELINE AND 19.7 FEET EAST-NORTHEAST OF
 OQ0716'NORTHEAST CORNER OF THE METAL CATTLE SHED.
 OQ0716'
 OQ0716'BOTHWELL 1935 IS THE MAIN TRIANGULATION STATION AND AT THIS TIME IS
 OQ0716'TOO CLOSE TO TREES TO BUILD OVER.  IT IS A STANDARD TRIANGULATION
 OQ0716'STATION MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 OQ0716'IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED BOTHWELL
 OQ0716'1935.  IT IS 52.5 FEET NORTHEAST OF NORTHWEST CORNER OF A CHICKEN
 OQ0716'COOP, 44 FEET EAST OF SOUTHEAST CORNER OF A METAL CATTLE SHED AND
 OQ0716'7-1/2 FEET WEST OF A FENCELINE.
 OQ0716'
 OQ0716'TRAVERSE CONNECTIONS WERE MADE AT THIS TIME TO TRIANGULATION STATIONS
 OQ0716'BOTHWELL 1935 AND BOTHWELL RM A, DISTANCES BEING SHOWN ABOVE.
 OQ0716'
 OQ0716'HEIGHT OF LIGHT ABOVE STATION MARK PLATE 26.2 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0715 ***********************************************************************
 OQ0715  DESIGNATION -  BOTHWELL RM A
 OQ0715  PID         -  OQ0715
 OQ0715  STATE/COUNTY-  SD/LINCOLN
 OQ0715  COUNTRY     -  US
 OQ0715  USGS QUAD   -  CANTON SW (2017)
 OQ0715
 OQ0715                         *CURRENT SURVEY CONTROL
 OQ0715  ______________________________________________________________________
 OQ0715* NAD 83(1996) POSITION- 43 18 03.12681(N) 096 41 22.87586(W)   ADJUSTED
 OQ0715* NAVD 88 ORTHO HEIGHT -   413.1   (meters)     1355.    (feet) VERTCON3
 OQ0715  ______________________________________________________________________
 OQ0715  GEOID HEIGHT    -        -26.372 (meters)                     GEOID18
 OQ0715  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 OQ0715  HORZ ORDER      -  FIRST
 OQ0715
 OQ0715.The horizontal coordinates were established by classical geodetic methods
 OQ0715.and adjusted by the National Geodetic Survey in January 1998.
 OQ0715
 OQ0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0715
 OQ0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0715.GEOID18 height accuracy estimate available here.
 OQ0715
 OQ0715.Click photographs - Photos may exist for this station.
 OQ0715
 OQ0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0715
 OQ0715. The following values were computed from the NAD 83(1996) position.
 OQ0715
 OQ0715;                    North         East     Units Scale Factor Converg.
 OQ0715;SPC SD S     -   113,967.986   895,534.800   MT  0.99992214   +2 30 48.9
 OQ0715;SPC SD S     -   373,909.97  2,938,100.42   sFT  0.99992214   +2 30 48.9
 OQ0715;UTM  14      - 4,796,818.445   687,391.432   MT  1.00003198   +1 35 05.8
 OQ0715
 OQ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0715!SPC SD S     -   0.99993935  x   0.99992214  =   0.99986150
 OQ0715!UTM  14      -   0.99993935  x   1.00003198  =   0.99997133
 OQ0715
 OQ0715:                Primary Azimuth Mark                     Grid Az
 OQ0715:SPC SD S     -  ALVIN RM 3                               026 40 12.1
 OQ0715:UTM  14      -  ALVIN RM 3                               027 35 55.2
 OQ0715
 OQ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8739196818(NAD 83)
 OQ0715
 OQ0715|---------------------------------------------------------------------|
 OQ0715| PID    Reference Object                     Distance      Geod. Az  |
 OQ0715|                                                           dddmmss.s |
 OQ0715| OQ0706 ALVIN RM 3                          APPROX.14.8 KM 0291101.0 |
 OQ0715| OQ0716 BOTHWELL RM 2                        28.466 METERS 12812     |
 OQ0715|---------------------------------------------------------------------|
 OQ0715
 OQ0715                          SUPERSEDED SURVEY CONTROL
 OQ0715
 OQ0715  NAD 83(1995)-  43 18 03.12775(N)    096 41 22.87090(W) AD(       ) 1
 OQ0715  NAD 83(1986)-  43 18 03.12994(N)    096 41 22.86236(W) AD(       ) 1
 OQ0715  NAD 27      -  43 18 03.19606(N)    096 41 21.68930(W) AD(       ) 1
 OQ0715  NGVD 29 (07/19/86)  412.9    (m)         1355.     (f) VERT ANG       
 OQ0715
 OQ0715.Superseded values are not recommended for survey control.
 OQ0715
 OQ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0715.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0715
 OQ0715_MARKER: DS = TRIANGULATION STATION DISK
 OQ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0715_STAMPING: BOTHWELL RM A 1966
 OQ0715_MARK LOGO: CGS
 OQ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0715+STABILITY: SURFACE MOTION
 OQ0715
 OQ0715  HISTORY     - Date     Condition        Report By
 OQ0715  HISTORY     - 1966     MONUMENTED       CGS
 OQ0715
 OQ0715                          STATION DESCRIPTION
 OQ0715
 OQ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0715'STATION IS ON THE SAME PROPERTY AND AT THE SAME LOCATION AS
 OQ0715'TRIANGULATION STATION BOTHWELL 1935.
 OQ0715'
 OQ0715'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET
 OQ0715'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 5 INCHES BELOW
 OQ0715'THE SURFACE OF THE GROUND AND IS STAMPED BOTHWELL RM A 1966.  IT
 OQ0715'IS 63.0 FEET NORTH OF A METAL CATTLE SHED, 54.8 FEET EAST OF A
 OQ0715'FENCELINE AND 42.5 FEET SOUTH OF ANOTHER FENCELINE.
 OQ0715'
 OQ0715'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOTHWELL
 OQ0715'1935, DISTANCE BEING SHOWN BELOW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0869 ***********************************************************************
 QS0869  DESIGNATION -  BOTTLE
 QS0869  PID         -  QS0869
 QS0869  STATE/COUNTY-  SD/DEWEY
 QS0869  COUNTRY     -  US
 QS0869  USGS QUAD   -  BREWER BUTTE (2017)
 QS0869
 QS0869                         *CURRENT SURVEY CONTROL
 QS0869  ______________________________________________________________________
 QS0869* NAD 83(1996) POSITION- 45 25 45.57788(N) 101 12 48.19732(W)   ADJUSTED
 QS0869* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 QS0869  ______________________________________________________________________
 QS0869  GEOID HEIGHT    -        -20.896 (meters)                     GEOID18
 QS0869  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 QS0869  HORZ ORDER      -  THIRD
 QS0869
 QS0869.The horizontal coordinates were established by classical geodetic methods
 QS0869.and adjusted by the National Geodetic Survey in January 1998.
 QS0869
 QS0869.The orthometric height was scaled from a topographic map.
 QS0869
 QS0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0869.GEOID18 height accuracy estimate available here.
 QS0869
 QS0869.Click photographs - Photos may exist for this station.
 QS0869
 QS0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0869
 QS0869. The following values were computed from the NAD 83(1996) position.
 QS0869
 QS0869;                    North         East     Units Scale Factor Converg.
 QS0869;SPC SD N     -   178,065.305   505,052.631   MT  0.99996087   -0 51 31.5
 QS0869;SPC SD N     -   584,202.59  1,656,993.51   sFT  0.99996087   -0 51 31.5
 QS0869;UTM  14      - 5,033,028.023   326,859.446   MT  0.99996859   -1 34 37.8
 QS0869
 QS0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0869!SPC SD N     -   0.99989332  x   0.99996087  =   0.99985419
 QS0869!UTM  14      -   0.99989332  x   0.99996859  =   0.99986191
 QS0869
 QS0869:                Primary Azimuth Mark                     Grid Az
 QS0869:SPC SD N     -  BOTTLE AZ MK                             270 17 50.7
 QS0869:UTM  14      -  BOTTLE AZ MK                             271 00 57.0
 QS0869
 QS0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2685933028(NAD 83)
 QS0869
 QS0869|---------------------------------------------------------------------|
 QS0869| PID    Reference Object                     Distance      Geod. Az  |
 QS0869|                                                           dddmmss.s |
 QS0869| CQ7118 BOTTLE RM 1                           9.032 METERS 08705     |
 QS0869| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX.10.8 KM 0890906.4 |
 QS0869| QS0892 FIRESTEEL GRADE SCHOOL BELFRY       APPROX. 5.6 KM 2644928.8 |
 QS0869| AI2697 BOTTLE AZ MK                                       2692619.2 |
 QS0869| QS0868 BOTTLE 2                             25.435 METERS 31329     |
 QS0869| AI2699 BOTTLE RM 2                           9.118 METERS 35537     |
 QS0869|---------------------------------------------------------------------|
 QS0869
 QS0869                          SUPERSEDED SURVEY CONTROL
 QS0869
 QS0869  NAD 83(1986)-  45 25 45.56991(N)    101 12 48.19505(W) AD(       ) 3
 QS0869  NAD 27      -  45 25 45.62200(N)    101 12 46.67100(W) AD(       ) 3
 QS0869
 QS0869.Superseded values are not recommended for survey control.
 QS0869
 QS0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0869.See file dsdata.pdf to determine how the superseded data were derived.
 QS0869
 QS0869_MARKER: DS = TRIANGULATION STATION DISK
 QS0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0869_STAMPING: BOTTLE 1952
 QS0869_MARK LOGO: CGS
 QS0869_PROJECTION: FLUSH
 QS0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0869+STABILITY: SURFACE MOTION
 QS0869
 QS0869  HISTORY     - Date     Condition        Report By
 QS0869  HISTORY     - 1952     MONUMENTED       CGS
 QS0869  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QS0869
 QS0869                          STATION DESCRIPTION
 QS0869
 QS0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0869'THE STATION IS IN SECTION 18, T 17 N, R 24 E, ON THE RIGHT-OF-WAY
 QS0869'OF STATE HIGHWAY 8, ABOUT 6-1/2 MILES WEST OF TIMBER LAKE,
 QS0869'3-1/2 MILES EAST OF FIRESTEEL, 60 FEET NORTH OF THE CENTER OF THE
 QS0869'HIGHWAY, 5 FEET NORTH OF A CUTBANK AND 5 FEET EAST-NORTHEAST OF
 QS0869'A 4 X 4 INCH WITNESS POST.
 QS0869'
 QS0869'TO REACH THE STATION FROM THE DEPOT IN TIMBER LAKE, GO NORTH ON
 QS0869'MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 8, TURN LEFT AND GO
 QS0869'WEST ON THE HIGHWAY FOR 5.55 MILES TO A CROSSROAD AND A SCHOOL
 QS0869'ON THE LEFT, CONTINUE WEST FOR 1.6 MILES TO THE TOP OF HILL AND
 QS0869'STATION ON THE RIGHT, CONTINUE WEST FOR 0.45 MILE TO THE AZIMUTH
 QS0869'MARK ON THE RIGHT AS DESCRIBED.
 QS0869'
 QS0869'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QS0869'BOTTLE 1952.
 QS0869'
 QS0869'REFERENCE MARK 1 IS 62 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 QS0869'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BOTTLE NO 1 1952.
 QS0869'
 QS0869'REFERENCE MARK 2 IS 33 FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 QS0869'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BOTTLE NO 2 1952.
 QS0869'
 QS0869'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QS0869'5 FEET EAST OF A 4 X 4 INCH WITNESS POST AND 3 FEET NORTH OF
 QS0869'A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 QS0869'STAMPED BOTTLE 1952.
 QS0869'
 QS0869'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0869
 QS0869                          STATION RECOVERY (1955)
 QS0869
 QS0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 QS0869'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 QS0869'GOOD CONDITION.  THE CUTBANK AT THE STATION SITE IS BEING SLOPED
 QS0869'OFF BY A HIGHWAY MAINTENANCE CREW.  THIS WORK WILL DESTROY
 QS0869'THE STATION AND REFERENCE MARK NO. 1.  THESE TWO MARKS WERE
 QS0869'MOVED AS REQUESTED BY THE STATE HIGHWAY COMMISSION, MR. HAROLD
 QS0869'B. GEBHART, RESIDENT ENGINEER, GETTYSBURG, SOUTH DAKOTA.  FOR
 QS0869'DETAILS, SEE THE DESCRIPTION OF BOTTLE 2 1955.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0868 ***********************************************************************
 QS0868  DESIGNATION -  BOTTLE 2
 QS0868  PID         -  QS0868
 QS0868  STATE/COUNTY-  SD/DEWEY
 QS0868  COUNTRY     -  US
 QS0868  USGS QUAD   -  BREWER BUTTE (2017)
 QS0868
 QS0868                         *CURRENT SURVEY CONTROL
 QS0868  ______________________________________________________________________
 QS0868* NAD 83(1996) POSITION- 45 25 46.14488(N) 101 12 49.04623(W)   NO CHECK
 QS0868* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 QS0868  ______________________________________________________________________
 QS0868  GEOID HEIGHT    -        -20.895 (meters)                     GEOID18
 QS0868  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 QS0868  HORZ ORDER      -  THIRD
 QS0868
 QS0868.The horizontal coordinates were established by classical geodetic methods
 QS0868.and adjusted by the National Geodetic Survey in January 1998.
 QS0868
 QS0868.No horizontal observational check was made to the station.
 QS0868
 QS0868.The orthometric height was scaled from a topographic map.
 QS0868
 QS0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0868.GEOID18 height accuracy estimate available here.
 QS0868
 QS0868.Click photographs - Photos may exist for this station.
 QS0868
 QS0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0868
 QS0868. The following values were computed from the NAD 83(1996) position.
 QS0868
 QS0868;                    North         East     Units Scale Factor Converg.
 QS0868;SPC SD N     -   178,083.084   505,034.443   MT  0.99996088   -0 51 32.1
 QS0868;SPC SD N     -   584,260.92  1,656,933.84   sFT  0.99996088   -0 51 32.1
 QS0868;UTM  14      - 5,033,046.029   326,841.482   MT  0.99996866   -1 34 38.5
 QS0868
 QS0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0868!SPC SD N     -   0.99989332  x   0.99996088  =   0.99985420
 QS0868!UTM  14      -   0.99989332  x   0.99996866  =   0.99986198
 QS0868
 QS0868:                Primary Azimuth Mark                     Grid Az
 QS0868:SPC SD N     -  BOTTLE AZ MK                             268 49 41.5
 QS0868:UTM  14      -  BOTTLE AZ MK                             269 32 47.9
 QS0868
 QS0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2684133046(NAD 83)
 QS0868
 QS0868|---------------------------------------------------------------------|
 QS0868| PID    Reference Object                     Distance      Geod. Az  |
 QS0868|                                                           dddmmss.s |
 QS0868| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX.10.8 KM 0891445.7 |
 QS0868| AI2699 BOTTLE RM 2                          19.644 METERS 11519     |
 QS0868| QS0869 BOTTLE                               25.435 METERS 13329     |
 QS0868| QS0892 FIRESTEEL GRADE SCHOOL BELFRY       APPROX. 5.6 KM 2643739.7 |
 QS0868| AI2697 BOTTLE AZ MK                                       2675809.4 |
 QS0868| AI2570 BOTTLE 2 RM 3                        10.317 METERS 26910     |
 QS0868|---------------------------------------------------------------------|
 QS0868
 QS0868                          SUPERSEDED SURVEY CONTROL
 QS0868
 QS0868  NAD 83(1986)-  45 25 46.13691(N)    101 12 49.04395(W) AD(       ) 3
 QS0868  NAD 27      -  45 25 46.18900(N)    101 12 47.52000(W) AD(       ) 3
 QS0868
 QS0868.Superseded values are not recommended for survey control.
 QS0868
 QS0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0868.See file dsdata.pdf to determine how the superseded data were derived.
 QS0868
 QS0868_MARKER: DS = TRIANGULATION STATION DISK
 QS0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0868_STAMPING: BOTTLE 2 1955
 QS0868_MARK LOGO: CGS
 QS0868_PROJECTION: FLUSH
 QS0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0868+STABILITY: SURFACE MOTION
 QS0868
 QS0868  HISTORY     - Date     Condition        Report By
 QS0868  HISTORY     - 1955     MONUMENTED       CGS
 QS0868  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0868
 QS0868                          STATION DESCRIPTION
 QS0868
 QS0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 QS0868'STATION IS LOCATED ABOUT 7 MILES WEST OF TIMBER LAKE AND 3
 QS0868'MILES EAST OF FIRESTEEL AND 1/2 MILE EAST OF THE JUNCTION OF
 QS0868'STATE HIGHWAYS 8 AND 63 IN SECTION 18, T 17 N, R 24 E, 116
 QS0868'FEET NORTH OF THE CENTER OF STATE HIGHWAY 8, 46 FEET SOUTH OF
 QS0868'A SNOW FENCE, AND 1 FOOT NORTHEAST OF A WHITE WITNESS POST.
 QS0868'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 QS0868'STAMPED BOTTLE 2 1955.
 QS0868'
 QS0868'REFERENCE MARK NO. 2 IS 90 FEET NORTH OF THE CENTER OF STATE
 QS0868'HIGHWAY 8.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 QS0868'AND THE DISK IS STAMPED BOTTLE NO 2 1952.
 QS0868'
 QS0868'REFERENCE MARK NO. 3 IS 116 FEET NORTH OF THE CENTER OF STATE
 QS0868'HIGHWAY 8 AND 42 FEET SOUTH OF A SNOW FENCE.  THE MARK IS FLUSH
 QS0868'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOTTLE
 QS0868'2 NO 3 1955.
 QS0868'
 QS0868'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 QS0868'8, 5 FEET EAST OF A WHITE WITNESS POST, AND 3 FEET NORTH OF A
 QS0868'TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 QS0868'STAMPED BOTTLE 1952.
 QS0868'
 QS0868'TO REACH THE STATION FROM THE DEPOT IN TIMBER LAKE, GO NORTH ON
 QS0868'MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 8.  TURN LEFT AND GO
 QS0868'WEST ON STATE HIGHWAY 8 FOR 7.0 MILES TO THE TOP OF RIDGE
 QS0868'AND THE STATION ON THE RIGHT.
 QS0868'
 QS0868'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 QS0868'HIGHWAY 8 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 QS0868'DESCRIBED.
 QS0868'
 QS0868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0868
 QS0868                          STATION RECOVERY (1999)
 QS0868
 QS0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0868'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0433 ***********************************************************************
 OR0433  DESIGNATION -  BOTTON
 OR0433  PID         -  OR0433
 OR0433  STATE/COUNTY-  SD/BRULE
 OR0433  COUNTRY     -  US
 OR0433  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0433
 OR0433                         *CURRENT SURVEY CONTROL
 OR0433  ______________________________________________________________________
 OR0433* NAD 83(1996) POSITION- 43 54 15.69322(N) 099 20 19.63457(W)   ADJUSTED
 OR0433* NAVD 88 ORTHO HEIGHT -   425.626 (meters)     1396.41  (feet) ADJUSTED
 OR0433  ______________________________________________________________________
 OR0433  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 OR0433  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 OR0433  DYNAMIC HEIGHT  -        425.523 (meters)     1396.07  (feet) COMP
 OR0433  MODELED GRAVITY -    980,363.9   (mgal)                       NAVD 88
 OR0433
 OR0433  HORZ ORDER      -  THIRD
 OR0433  VERT ORDER      -  FIRST     CLASS II
 OR0433
 OR0433.The horizontal coordinates were established by classical geodetic methods
 OR0433.and adjusted by the National Geodetic Survey in January 1998.
 OR0433
 OR0433.The orthometric height was determined by differential leveling and
 OR0433.adjusted by the NATIONAL GEODETIC SURVEY
 OR0433.in June 1991.
 OR0433
 OR0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0433.GEOID18 height accuracy estimate available here.
 OR0433
 OR0433.Click photographs - Photos may exist for this station.
 OR0433
 OR0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0433
 OR0433.The dynamic height is computed by dividing the NAVD 88
 OR0433.geopotential number by the normal gravity value computed on the
 OR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0433.degrees latitude (g = 980.6199 gals.).
 OR0433
 OR0433.The modeled gravity was interpolated from observed gravity values.
 OR0433
 OR0433. The following values were computed from the NAD 83(1996) position.
 OR0433
 OR0433;                    North         East     Units Scale Factor Converg.
 OR0433;SPC SD S     -   175,007.270   679,888.414   MT  0.99991930   +0 41 09.9
 OR0433;SPC SD S     -   574,169.68  2,230,600.57   sFT  0.99991930   +0 41 09.9
 OR0433;UTM  14      - 4,861,306.097   472,794.423   MT  0.99960910   -0 14 05.8
 OR0433
 OR0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0433!SPC SD S     -   0.99993724  x   0.99991930  =   0.99985654
 OR0433!UTM  14      -   0.99993724  x   0.99960910  =   0.99954636
 OR0433
 OR0433:                Primary Azimuth Mark                     Grid Az
 OR0433:SPC SD S     -  BOTTON AZ MK                             089 03 20.8
 OR0433:UTM  14      -  BOTTON AZ MK                             089 58 36.5
 OR0433
 OR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7279461306(NAD 83)
 OR0433
 OR0433|---------------------------------------------------------------------|
 OR0433| PID    Reference Object                     Distance      Geod. Az  |
 OR0433|                                                           dddmmss.s |
 OR0433| OR0434 BOTTON RM 1                          29.428 METERS 01354     |
 OR0433| OR0431 BOTTON AZ MK                                       0894430.7 |
 OR0433| OR0435 BOTTON RM 2                          15.390 METERS 27432     |
 OR0433|---------------------------------------------------------------------|
 OR0433
 OR0433                          SUPERSEDED SURVEY CONTROL
 OR0433
 OR0433  NAD 83(1986)-  43 54 15.69226(N)    099 20 19.64161(W) AD(       ) 3
 OR0433  NAD 27      -  43 54 15.71900(N)    099 20 18.27800(W) AD(       ) 3
 OR0433  NGVD 29 (??/??/92)  425.296  (m)         1395.33   (f) ADJ UNCH    1 2
 OR0433  NGVD 29             425.30   (m)         1395.3    (f) LEVELING    3  
 OR0433
 OR0433.Superseded values are not recommended for survey control.
 OR0433
 OR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0433.See file dsdata.pdf to determine how the superseded data were derived.
 OR0433
 OR0433_MARKER: DS = TRIANGULATION STATION DISK
 OR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0433_STAMPING: BOTTON 1948
 OR0433_MARK LOGO: CGS
 OR0433_PROJECTION: FLUSH
 OR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0433+STABILITY: SURFACE MOTION
 OR0433
 OR0433  HISTORY     - Date     Condition        Report By
 OR0433  HISTORY     - 1948     MONUMENTED       CGS
 OR0433  HISTORY     - 1949     GOOD             CGS
 OR0433  HISTORY     - 1974     SEE DESCRIPTION  USGS
 OR0433
 OR0433                          STATION DESCRIPTION
 OR0433
 OR0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0433'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF CHAMBERLAIN AND
 OR0433'1-1/2 MILES EAST OF THE MISSOURI RIVER ON LOW GROUND IN A
 OR0433'FIELD.  STATION IS 50 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 OR0433'OF A GRADED ROAD, 8 FEET SOUTHEAST OF WITNESS POST AND 5 FEET
 OR0433'SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 OR0433'DISK IS STAMPED BOTTON 1948.
 OR0433'
 OR0433'REFERENCE MARK NO. 1 IS 96.55 FEET NORTH OF STATION, 44 FEET
 OR0433'NORTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT SOUTH
 OR0433'OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 OR0433'STAMPED BOTTON NO 1 1948.
 OR0433'
 OR0433'REFERENCE MARK NO. 2 IS 50.49 FEET WEST OF STATION, 46 FEET
 OR0433'SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT SOUTH
 OR0433'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 OR0433'STAMPED BOTTON NO 2 1948.
 OR0433'
 OR0433'AZIMUTH MARK IS APPROXIMATELY 1.45 MILES EAST OF STATION, 55
 OR0433'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD, 8 FEET WEST
 OR0433'NORTHWEST OF NORTHWEST CORNER OF SMALL SCHOOLHOUSE AND
 OR0433'4 FEET SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 OR0433'3 INCHES AND THE DISK IS STAMPED BOTTON 1948.
 OR0433'
 OR0433'TO REACH FROM RAILROAD DEPOT IN CHAMBERLAIN GO NORTH ON
 OR0433'STATE HIGHWAY 47 FOR 7.4 MILES TO T ROAD LEFT.  TURN LEFT
 OR0433'AND GO WEST FOR 0.15 MILE TO SCHOOLHOUSE AND AZIMUTH MARK ON
 OR0433'LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR
 OR0433'1.45 MILE TO STATION ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 OR0433'
 OR0433'A 4 FOOT SIGNAL AT STATION PRITCHARD (MO.RC) 1924 IS VISIBLE
 OR0433'FROM THE GROUND.
 OR0433'
 OR0433'A 74 FOOT SIGNAL AT STATION GOOSE 1924 IS VISIBLE FROM THE
 OR0433'GROUND.
 OR0433'
 OR0433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0433
 OR0433                          STATION RECOVERY (1949)
 OR0433
 OR0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0433'9.2 MI NW FROM CHAMBERLAIN.
 OR0433'7.6 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL AT
 OR0433'CHAMBERLAIN, THENCE 1.55 MILES WEST ALONG A DIRT ROAD, 0.35 MILE
 OR0433'EAST OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD, 50 FEET SOUTH
 OR0433'OF THE CENTER LINE OF THE ROAD, 96.5 FEET SOUTH OF BOTTON R.M. 1,
 OR0433'50.5 FEET EAST OF BOTTON R.M. 2, 5 FEET SOUTH OF A FENCE, 8
 OR0433'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 OR0433'POST AND LEVEL WITH THE GROUND.
 OR0433
 OR0433                          STATION RECOVERY (1974)
 OR0433
 OR0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GDS)
 OR0433'POST LYING AT SITE.  DISK REMOVED BY FIELD PARTY.
 OR0433'
 OR0433'R.M. 1 - DESTROYED.
 OR0433'
 OR0433'R.M. 2 - NOT FOUND.
 OR0433'
 OR0433'AZI. MARK - DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0431 ***********************************************************************
 OR0431  DESIGNATION -  BOTTON AZ MK
 OR0431  PID         -  OR0431
 OR0431  STATE/COUNTY-  SD/BRULE
 OR0431  COUNTRY     -  US
 OR0431  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0431
 OR0431                         *CURRENT SURVEY CONTROL
 OR0431  ______________________________________________________________________
 OR0431* NAD 83(1986) POSITION- 43 54 16.     (N) 099 18 34.     (W)   SCALED
 OR0431* NAVD 88 ORTHO HEIGHT -   452.611 (meters)     1484.94  (feet) ADJUSTED
 OR0431  ______________________________________________________________________
 OR0431  GEOID HEIGHT    -        -25.367 (meters)                     GEOID18
 OR0431  DYNAMIC HEIGHT  -        452.501 (meters)     1484.58  (feet) COMP
 OR0431  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 OR0431
 OR0431  VERT ORDER      -  FIRST     CLASS II
 OR0431
 OR0431.The horizontal coordinates were scaled from a map and have
 OR0431.an estimated accuracy of +/- 6 seconds.
 OR0431
 OR0431.The orthometric height was determined by differential leveling and
 OR0431.adjusted by the NATIONAL GEODETIC SURVEY
 OR0431.in June 1991.
 OR0431
 OR0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0431.GEOID18 height accuracy estimate available here.
 OR0431
 OR0431.Click photographs - Photos may exist for this station.
 OR0431
 OR0431.The dynamic height is computed by dividing the NAVD 88
 OR0431.geopotential number by the normal gravity value computed on the
 OR0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0431.degrees latitude (g = 980.6199 gals.).
 OR0431
 OR0431.The modeled gravity was interpolated from observed gravity values.
 OR0431
 OR0431;                    North         East    Units  Estimated Accuracy
 OR0431;SPC SD S     -   175,050.      682,250.      MT  (+/- 180 meters Scaled)
 OR0431
 OR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP751613(NAD 83)
 OR0431
 OR0431                          SUPERSEDED SURVEY CONTROL
 OR0431
 OR0431  NGVD 29 (??/??/92)  452.279  (m)         1483.85   (f) ADJ UNCH    1 2
 OR0431
 OR0431.Superseded values are not recommended for survey control.
 OR0431
 OR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0431.See file dsdata.pdf to determine how the superseded data were derived.
 OR0431
 OR0431_MARKER: DZ = AZIMUTH MARK DISK
 OR0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0431_STAMPING: BOTTON 1948
 OR0431_MARK LOGO: CGS
 OR0431_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0431+STABILITY: SURFACE MOTION
 OR0431
 OR0431  HISTORY     - Date     Condition        Report By
 OR0431  HISTORY     - 1948     MONUMENTED       CGS
 OR0431  HISTORY     - 1949     GOOD             CGS
 OR0431  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0431
 OR0431                          STATION DESCRIPTION
 OR0431
 OR0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0431'7.8 MI NW FROM CHAMBERLAIN.
 OR0431'7.6 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL
 OR0431'AT CHAMBERLAIN, THENCE 0.15 MILE WEST ALONG A DIRT ROAD, AT A
 OR0431'COUNTRY SCHOOL, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OR0431'7.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING,
 OR0431'ON THE TOP OF A CUT BANK, 1.6 FEET EAST OF A REFERENCE POST,
 OR0431'ABOUT 6 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A CONCRETE
 OR0431'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0431
 OR0431                          STATION RECOVERY (2012)
 OR0431
 OR0431'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0431'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0434 ***********************************************************************
 OR0434  DESIGNATION -  BOTTON RM 1
 OR0434  PID         -  OR0434
 OR0434  STATE/COUNTY-  SD/BRULE
 OR0434  COUNTRY     -  US
 OR0434  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0434
 OR0434                         *CURRENT SURVEY CONTROL
 OR0434  ______________________________________________________________________
 OR0434* NAD 83(1986) POSITION- 43 54 16.62   (N) 099 20 19.32   (W)   HD_HELD1
 OR0434* NAVD 88 ORTHO HEIGHT -   426.307 (meters)     1398.64  (feet) ADJUSTED
 OR0434  ______________________________________________________________________
 OR0434  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 OR0434  DYNAMIC HEIGHT  -        426.203 (meters)     1398.30  (feet) COMP
 OR0434  MODELED GRAVITY -    980,363.9   (mgal)                       NAVD 88
 OR0434
 OR0434  VERT ORDER      -  FIRST     CLASS II
 OR0434
 OR0434.The horizontal coordinates were determined by differentially corrected
 OR0434.hand held GPS observations or other comparable positioning techniques
 OR0434.and have an estimated accuracy of +/- 3 meters.
 OR0434
 OR0434.The orthometric height was determined by differential leveling and
 OR0434.adjusted by the NATIONAL GEODETIC SURVEY
 OR0434.in June 1991.
 OR0434
 OR0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0434.GEOID18 height accuracy estimate available here.
 OR0434
 OR0434.Click photographs - Photos may exist for this station.
 OR0434
 OR0434.The dynamic height is computed by dividing the NAVD 88
 OR0434.geopotential number by the normal gravity value computed on the
 OR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0434.degrees latitude (g = 980.6199 gals.).
 OR0434
 OR0434.The modeled gravity was interpolated from observed gravity values.
 OR0434
 OR0434;                    North         East    Units  Estimated Accuracy
 OR0434;SPC SD S     -   175,036.0     679,895.1     MT  (+/- 3 meters HH1 GPS) 
 OR0434
 OR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7280161334(NAD 83)
 OR0434
 OR0434                          SUPERSEDED SURVEY CONTROL
 OR0434
 OR0434  NGVD 29 (??/??/92)  425.977  (m)         1397.56   (f) ADJ UNCH    1 2
 OR0434
 OR0434.Superseded values are not recommended for survey control.
 OR0434
 OR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0434.See file dsdata.pdf to determine how the superseded data were derived.
 OR0434
 OR0434_MARKER: DR = REFERENCE MARK DISK
 OR0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0434_STAMPING: BOTTON NO 1 1948
 OR0434_MARK LOGO: CGS
 OR0434_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0434+STABILITY: SURFACE MOTION
 OR0434
 OR0434  HISTORY     - Date     Condition        Report By
 OR0434  HISTORY     - 1948     MONUMENTED       CGS
 OR0434  HISTORY     - 1949     GOOD             CGS
 OR0434
 OR0434                          STATION DESCRIPTION
 OR0434
 OR0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0434'9.2 MI NW FROM CHAMBERLAIN.
 OR0434'7.6 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL
 OR0434'AT CHAMBERLAIN, THENCE 1.55 MILES WEST ALONG A DIRT ROAD, 0.35
 OR0434'MILE EAST OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD, 116 FEET
 OR0434'NORTHEAST OF BOTTON R.M. 2, 96.5 FEET NORTH OF TRIANGULATION STATION
 OR0434'BOTTON 1948, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 OR0434'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE
 OR0434'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0435 ***********************************************************************
 OR0435  DESIGNATION -  BOTTON RM 2
 OR0435  PID         -  OR0435
 OR0435  STATE/COUNTY-  SD/BRULE
 OR0435  COUNTRY     -  US
 OR0435  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0435
 OR0435                         *CURRENT SURVEY CONTROL
 OR0435  ______________________________________________________________________
 OR0435* NAD 83(1986) POSITION- 43 54 15.73   (N) 099 20 20.32   (W)   HD_HELD1
 OR0435* NAVD 88 ORTHO HEIGHT -   425.814 (meters)     1397.02  (feet) ADJUSTED
 OR0435  ______________________________________________________________________
 OR0435  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 OR0435  DYNAMIC HEIGHT  -        425.711 (meters)     1396.69  (feet) COMP
 OR0435  MODELED GRAVITY -    980,363.9   (mgal)                       NAVD 88
 OR0435
 OR0435  VERT ORDER      -  FIRST     CLASS II
 OR0435
 OR0435.The horizontal coordinates were determined by differentially corrected
 OR0435.hand held GPS observations or other comparable positioning techniques
 OR0435.and have an estimated accuracy of +/- 3 meters.
 OR0435
 OR0435.The orthometric height was determined by differential leveling and
 OR0435.adjusted by the NATIONAL GEODETIC SURVEY
 OR0435.in June 1991.
 OR0435
 OR0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0435.GEOID18 height accuracy estimate available here.
 OR0435
 OR0435.Click photographs - Photos may exist for this station.
 OR0435
 OR0435.The dynamic height is computed by dividing the NAVD 88
 OR0435.geopotential number by the normal gravity value computed on the
 OR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0435.degrees latitude (g = 980.6199 gals.).
 OR0435
 OR0435.The modeled gravity was interpolated from observed gravity values.
 OR0435
 OR0435;                    North         East    Units  Estimated Accuracy
 OR0435;SPC SD S     -   175,008.2     679,873.1     MT  (+/- 3 meters HH1 GPS) 
 OR0435
 OR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7277961307(NAD 83)
 OR0435
 OR0435                          SUPERSEDED SURVEY CONTROL
 OR0435
 OR0435  NGVD 29 (??/??/92)  425.484  (m)         1395.94   (f) ADJ UNCH    1 2
 OR0435
 OR0435.Superseded values are not recommended for survey control.
 OR0435
 OR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0435.See file dsdata.pdf to determine how the superseded data were derived.
 OR0435
 OR0435_MARKER: DR = REFERENCE MARK DISK
 OR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0435_STAMPING: BOTTON NO 2 1948
 OR0435_MARK LOGO: CGS
 OR0435_PROJECTION: PROJECTING 12 CENTIMETERS
 OR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0435+STABILITY: SURFACE MOTION
 OR0435
 OR0435  HISTORY     - Date     Condition        Report By
 OR0435  HISTORY     - 1948     MONUMENTED       CGS
 OR0435  HISTORY     - 1949     GOOD             CGS
 OR0435
 OR0435                          STATION DESCRIPTION
 OR0435
 OR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0435'9.2 MI NW FROM CHAMBERLAIN.
 OR0435'7.6 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL
 OR0435'AT CHAMBERLAIN, THENCE 1.55 MILES WEST ALONG A DIRT ROAD, 0.35
 OR0435'MILE EAST OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD, 116
 OR0435'FEET SOUTHWEST OF BOTTON R.M. 1, 50.5 FEET WEST OF TRIANGULATION
 OR0435'STATION BOTTON 1948, 46 FEET SOUTH OF THE CENTER LINE OF THE
 OR0435'ROAD, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, SET IN THE
 OR0435'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0791 ***********************************************************************
 OT0791  DESIGNATION -  BOULDER
 OT0791  PID         -  OT0791
 OT0791  STATE/COUNTY-  SD/PENNINGTON
 OT0791  COUNTRY     -  US
 OT0791  USGS QUAD   -  MOUNT RUSHMORE (2017)
 OT0791
 OT0791                         *CURRENT SURVEY CONTROL
 OT0791  ______________________________________________________________________
 OT0791* NAD 83(1996) POSITION- 43 57 42.68259(N) 103 23 54.31552(W)   ADJUSTED
 OT0791* NAVD 88 ORTHO HEIGHT -  1626.    (meters)     5335.    (feet) SCALED
 OT0791  ______________________________________________________________________
 OT0791  GEOID HEIGHT    -        -14.686 (meters)                     GEOID18
 OT0791  LAPLACE CORR    -        -18.27  (seconds)                    DEFLEC18
 OT0791  HORZ ORDER      -  THIRD
 OT0791
 OT0791.The horizontal coordinates were established by classical geodetic methods
 OT0791.and adjusted by the National Geodetic Survey in January 1998.
 OT0791
 OT0791.The orthometric height was scaled from a topographic map.
 OT0791
 OT0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0791.GEOID18 height accuracy estimate available here.
 OT0791
 OT0791.Click photographs - Photos may exist for this station.
 OT0791
 OT0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0791
 OT0791. The following values were computed from the NAD 83(1996) position.
 OT0791
 OT0791;                    North         East     Units Scale Factor Converg.
 OT0791;SPC SD S     -   185,455.303   354,077.872   MT  0.99992481   -2 06 52.0
 OT0791;SPC SD S     -   608,447.94  1,161,670.49   sFT  0.99992481   -2 06 52.0
 OT0791;UTM  13      - 4,868,883.090   628,488.043   MT  0.99980305   +1 06 43.0
 OT0791
 OT0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0791!SPC SD S     -   0.99974746  x   0.99992481  =   0.99967229
 OT0791!UTM  13      -   0.99974746  x   0.99980305  =   0.99955056
 OT0791
 OT0791:                Primary Azimuth Mark                     Grid Az
 OT0791:SPC SD S     -  BOULDER AZ MK                            213 46 22.9
 OT0791:UTM  13      -  BOULDER AZ MK                            210 32 47.9
 OT0791
 OT0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2848868883(NAD 83)
 OT0791
 OT0791|---------------------------------------------------------------------|
 OT0791| PID    Reference Object                     Distance      Geod. Az  |
 OT0791|                                                           dddmmss.s |
 OT0791| CP9705 BOULDER RM 1                          7.513 METERS 09749     |
 OT0791| OT0792 BOULDER HILL LOT                     30.821 METERS 12628     |
 OT0791| CP9706 BOULDER RM 2                          8.763 METERS 15028     |
 OT0791| CP9704 BOULDER AZ MK                                      2113930.9 |
 OT0791|---------------------------------------------------------------------|
 OT0791
 OT0791                          SUPERSEDED SURVEY CONTROL
 OT0791
 OT0791  NAD 83(1995)-  43 57 42.67353(N)    103 23 54.31836(W) AD(       ) 3
 OT0791  NAD 83(1993)-  43 57 42.67443(N)    103 23 54.31888(W) AD(       ) 3
 OT0791  NAD 83(1986)-  43 57 42.67608(N)    103 23 54.31948(W) AD(       ) 3
 OT0791  NAD 27      -  43 57 42.72100(N)    103 23 52.65200(W) AD(       ) 3
 OT0791
 OT0791.Superseded values are not recommended for survey control.
 OT0791
 OT0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0791.See file dsdata.pdf to determine how the superseded data were derived.
 OT0791
 OT0791_MARKER: DS = TRIANGULATION STATION DISK
 OT0791_SETTING: 66 = SET IN ROCK OUTCROP
 OT0791_STAMPING: BOULDER 1950
 OT0791_MARK LOGO: CGS
 OT0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0791+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2011
 OT0791
 OT0791  HISTORY     - Date     Condition        Report By
 OT0791  HISTORY     - 1950     MONUMENTED       CGS
 OT0791  HISTORY     - 1964     GOOD             SDDT
 OT0791  HISTORY     - 20111021 GOOD             INDIV
 OT0791
 OT0791                          STATION DESCRIPTION
 OT0791
 OT0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0791'STATION IS ABOUT 12 MILES SOUTHWEST OF RAPID CITY, IN THE HARNEY
 OT0791'NATIONAL FOREST, AND ON THE SUMMIT OF A ROCKY PEAK LOCALLY KNOWN
 OT0791'AS BOULDER HILL.  IT IS 12 FEET SOUTH OF A WIND CHARGER.
 OT0791'
 OT0791'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK.
 OT0791'THE DISK IS STAMPED BOULDER 1950.
 OT0791'
 OT0791'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OT0791'BEDROCK.  THE DISK IS STAMPED BOULDER NO 1 1950.
 OT0791'
 OT0791'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN BEDROCK.  THE
 OT0791'DISK IS STAMPED BOULDER NO 2 1950.
 OT0791'
 OT0791'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A TRACK
 OT0791'ROAD AND AT A POINT WHERE A TRACK ROAD LEADS EAST TO THE STATION,
 OT0791'AND 8 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 OT0791'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 OT0791'6 INCHES.  THE DISK IS STAMPED BOULDER 1950.
 OT0791'
 OT0791'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OT0791
 OT0791                          STATION RECOVERY (1964)
 OT0791
 OT0791'RECOVERY NOTE BY SD DEPT OF TRANSP 1964 (DWH)
 OT0791'BOULDER 1950 RECOVERED GOOD.
 OT0791
 OT0791                          STATION RECOVERY (2011)
 OT0791
 OT0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JFP)
 OT0791'TRIANGULATION STATION WAS FOUND AS DESCRIBED.
 OT0791'
 OT0791'REFERENCE MARK NO. 1 IS GONE, BUT THE BRASS STEMS REMAINS.
 OT0791'
 OT0791'REFERENCE MARK NO. 2 FOUND AS DESCRIBED.
 OT0791'
 OT0791'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0792 ***********************************************************************
 OT0792  DESIGNATION -  BOULDER HILL LOT
 OT0792  PID         -  OT0792
 OT0792  STATE/COUNTY-  SD/PENNINGTON
 OT0792  COUNTRY     -  US
 OT0792  USGS QUAD   -  MOUNT RUSHMORE (2017)
 OT0792
 OT0792                         *CURRENT SURVEY CONTROL
 OT0792  ______________________________________________________________________
 OT0792* NAD 83(1996) POSITION- 43 57 42.08918(N) 103 23 53.20360(W)   ADJUSTED
 OT0792* NAVD 88 ORTHO HEIGHT -  1626.    (meters)     5335.    (feet) SCALED
 OT0792  ______________________________________________________________________
 OT0792  GEOID HEIGHT    -        -14.688 (meters)                     GEOID18
 OT0792  LAPLACE CORR    -        -18.34  (seconds)                    DEFLEC18
 OT0792  HORZ ORDER      -  THIRD
 OT0792
 OT0792.The horizontal coordinates were established by classical geodetic methods
 OT0792.and adjusted by the National Geodetic Survey in January 1998.
 OT0792
 OT0792.The orthometric height was scaled from a topographic map.
 OT0792
 OT0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0792.GEOID18 height accuracy estimate available here.
 OT0792
 OT0792.Click photographs - Photos may exist for this station.
 OT0792
 OT0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0792
 OT0792. The following values were computed from the NAD 83(1996) position.
 OT0792
 OT0792;                    North         East     Units Scale Factor Converg.
 OT0792;SPC SD S     -   185,436.087   354,101.966   MT  0.99992479   -2 06 51.3
 OT0792;SPC SD S     -   608,384.90  1,161,749.53   sFT  0.99992479   -2 06 51.3
 OT0792;UTM  13      - 4,868,865.263   628,513.178   MT  0.99980313   +1 06 43.7
 OT0792
 OT0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0792!SPC SD S     -   0.99974747  x   0.99992479  =   0.99967227
 OT0792!UTM  13      -   0.99974747  x   0.99980313  =   0.99955064
 OT0792
 OT0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2851368865(NAD 83)
 OT0792
 OT0792                          SUPERSEDED SURVEY CONTROL
 OT0792
 OT0792  NAD 83(1995)-  43 57 42.08012(N)    103 23 53.20644(W) AD(       ) 3
 OT0792  NAD 83(1993)-  43 57 42.08102(N)    103 23 53.20696(W) AD(       ) 3
 OT0792  NAD 83(1986)-  43 57 42.08274(N)    103 23 53.20749(W) AD(       ) 3
 OT0792  NAD 27      -  43 57 42.12800(N)    103 23 51.54000(W) AD(       ) 3
 OT0792
 OT0792.Superseded values are not recommended for survey control.
 OT0792
 OT0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0792.See file dsdata.pdf to determine how the superseded data were derived.
 OT0792
 OT0792_MARKER: 57 = LOOKOUT TOWER
 OT0792
 OT0792  HISTORY     - Date     Condition        Report By
 OT0792  HISTORY     - 1950     FIRST OBSERVED   CGS
 OT0792
 OT0792                          STATION DESCRIPTION
 OT0792
 OT0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0792'THE STATION IS LOCATED IN THE HARNEY NATIONAL FOREST, AND ON
 OT0792'THE SUMMIT OF BOULDER HILL, LYING ABOUT 8-1/2 MILES WEST OF RAPID
 OT0792'CITY, AND ABOUT 2 MILES WEST AND 1/2 MILE NORTH OF ROCKERVILLE.
 OT0792'
 OT0792'THE TOWER IS A FOUR LEGGED WOODEN STRUCTURE HAVING A
 OT0792'GLASS-INCLOSED CABIN ON TOP.  IT IS APPROXIMATELY 50 FEET IN
 OT0792'HEIGHT.  THE POINT OBSERVED WAS THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 CU8265 ***********************************************************************
 CU8265  DESIGNATION -  BOUNDARY MILEPOST 33
 CU8265  PID         -  CU8265
 CU8265  STATE/COUNTY-  SD/MARSHALL
 CU8265  COUNTRY     -  US
 CU8265  USGS QUAD   -  CLAIRE CITY NW (2018)
 CU8265
 CU8265                         *CURRENT SURVEY CONTROL
 CU8265  ______________________________________________________________________
 CU8265* NAD 83(1986) POSITION- 45 56 07.     (N) 097 14 25.     (W)   SCALED
 CU8265* NAVD 88 ORTHO HEIGHT -   376.6   (meters)     1236.    (feet) VERTCON3
 CU8265  ______________________________________________________________________
 CU8265  GEOID HEIGHT    -        -25.718 (meters)                     GEOID18
 CU8265  VERT ORDER      -  THIRD ? (See Below)
 CU8265
 CU8265.The horizontal coordinates were scaled from a map and have
 CU8265.an estimated accuracy of +/- 6 seconds.
 CU8265
 CU8265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU8265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU8265
 CU8265.Significant digits in the geoid height do not necessarily reflect accuracy.
 CU8265.GEOID18 height accuracy estimate available here.
 CU8265
 CU8265.The vertical order pertains to the NGVD 29 superseded value.
 CU8265
 CU8265.Click photographs - Photos may exist for this station.
 CU8265
 CU8265;                    North         East    Units  Estimated Accuracy
 CU8265;SPC SD N     -   237,240.      814,000.      MT  (+/- 180 meters Scaled)
 CU8265
 CU8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR364883(NAD 83)
 CU8265
 CU8265                          SUPERSEDED SURVEY CONTROL
 CU8265
 CU8265  NAD 27      -  45 56 06.99520(N)    097 14 23.53649(W) AD(       ) 3
 CU8265
 CU8265.Superseded values are not recommended for survey control.
 CU8265
 CU8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU8265.See file dsdata.pdf to determine how the superseded data were derived.
 CU8265
 CU8265_MARKER: DB = BENCH MARK DISK
 CU8265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 CU8265_MARK LOGO: CGS
 CU8265_PROJECTION: FLUSH
 CU8265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU8265
 CU8265  HISTORY     - Date     Condition        Report By
 CU8265  HISTORY     - UNK      MONUMENTED
 CU8265  HISTORY     - 1962     GOOD             USGS
 CU8265  HISTORY     - 20170516 GOOD             NDWC
 CU8265
 CU8265                          STATION DESCRIPTION
 CU8265
 CU8265'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CU8265'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CU8265
 CU8265                          STATION RECOVERY (2017)
 CU8265
 CU8265'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2017 (JPT)
 CU8265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0447 ***********************************************************************
 QT0447  DESIGNATION -  BOUNDARY MIPOST 289 1/2 ND SD
 QT0447  PID         -  QT0447
 QT0447  STATE/COUNTY-  SD/PERKINS
 QT0447  COUNTRY     -  US
 QT0447  USGS QUAD   -  KID RICH BUTTE (2017)
 QT0447
 QT0447                         *CURRENT SURVEY CONTROL
 QT0447  ______________________________________________________________________
 QT0447* NAD 83(1996) POSITION- 45 56 42.15218(N) 102 34 11.06621(W)   ADJUSTED
 QT0447* NAVD 88 ORTHO HEIGHT -   869.    (meters)     2851.    (feet) SCALED
 QT0447  ______________________________________________________________________
 QT0447  GEOID HEIGHT    -        -17.818 (meters)                     GEOID18
 QT0447  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 QT0447  HORZ ORDER      -  SECOND
 QT0447
 QT0447.The horizontal coordinates were established by classical geodetic methods
 QT0447.and adjusted by the National Geodetic Survey in January 1998.
 QT0447
 QT0447.The orthometric height was scaled from a topographic map.
 QT0447
 QT0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0447.GEOID18 height accuracy estimate available here.
 QT0447
 QT0447.Click photographs - Photos may exist for this station.
 QT0447
 QT0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0447
 QT0447. The following values were computed from the NAD 83(1996) position.
 QT0447
 QT0447;                    North         East     Units Scale Factor Converg.
 QT0447;SPC SD N     -   237,835.625   400,763.723   MT  1.00006105   -1 49 07.3
 QT0447;SPC SD N     -   780,299.05  1,314,838.98   sFT  1.00006105   -1 49 07.3
 QT0447;UTM  13      - 5,090,813.183   688,365.039   MT  1.00003621   +1 44 49.5
 QT0447
 QT0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0447!SPC SD N     -   0.99986650  x   1.00006105  =   0.99992754
 QT0447!UTM  13      -   0.99986650  x   1.00003621  =   0.99990271
 QT0447
 QT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8836590813(NAD 83)
 QT0447
 QT0447                          SUPERSEDED SURVEY CONTROL
 QT0447
 QT0447  NAD 83(1993)-  45 56 42.14122(N)    102 34 11.06465(W) AD(       ) 2
 QT0447  NAD 83(1986)-  45 56 42.14251(N)    102 34 11.06471(W) AD(       ) 2
 QT0447  NAD 27      -  45 56 42.11500(N)    102 34 09.49800(W) AD(       ) 2
 QT0447
 QT0447.Superseded values are not recommended for survey control.
 QT0447
 QT0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0447.See file dsdata.pdf to determine how the superseded data were derived.
 QT0447
 QT0447_MARKER: 71 = BOUNDARY MONUMENT
 QT0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0447
 QT0447  HISTORY     - Date     Condition        Report By
 QT0447  HISTORY     - 1934     FIRST OBSERVED   CGS
 QT0447
 QT0447                          STATION DESCRIPTION
 QT0447
 QT0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0447'MILEPOST 289-1/2 IS 575 FEET WNW OF STATION AT BASE OF KNOLL
 QT0447'ON WHICH STATION IS LOCATED.  IT IS 38 FEET S OF E-W FENCE
 QT0447'LINE.  A TIE WAS MADE WITH STATION BOGAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0461 ***********************************************************************
 QT0461  DESIGNATION -  BOUNDARY MIPOST 299 1/2 ND SD
 QT0461  PID         -  QT0461
 QT0461  STATE/COUNTY-  SD/PERKINS
 QT0461  COUNTRY     -  US
 QT0461  USGS QUAD   -  COW BUTTE NE (2017)
 QT0461
 QT0461                         *CURRENT SURVEY CONTROL
 QT0461  ______________________________________________________________________
 QT0461* NAD 83(1996) POSITION- 45 56 42.38254(N) 102 46 38.64279(W)   ADJUSTED
 QT0461* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 QT0461  ______________________________________________________________________
 QT0461  GEOID HEIGHT    -        -17.302 (meters)                     GEOID18
 QT0461  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 QT0461  HORZ ORDER      -  SECOND
 QT0461
 QT0461.The horizontal coordinates were established by classical geodetic methods
 QT0461.and adjusted by the National Geodetic Survey in January 1998.
 QT0461
 QT0461.The orthometric height was scaled from a topographic map.
 QT0461
 QT0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0461.GEOID18 height accuracy estimate available here.
 QT0461
 QT0461.Click photographs - Photos may exist for this station.
 QT0461
 QT0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0461
 QT0461. The following values were computed from the NAD 83(1996) position.
 QT0461
 QT0461;                    North         East     Units Scale Factor Converg.
 QT0461;SPC SD N     -   238,374.435   384,669.809   MT  1.00006107   -1 57 56.4
 QT0461;SPC SD N     -   782,066.79  1,262,037.53   sFT  1.00006107   -1 57 56.4
 QT0461;UTM  13      - 5,090,350.363   672,269.745   MT  0.99996484   +1 35 51.8
 QT0461
 QT0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0461!SPC SD N     -   0.99986893  x   1.00006107  =   0.99992999
 QT0461!UTM  13      -   0.99986893  x   0.99996484  =   0.99983377
 QT0461
 QT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7226990350(NAD 83)
 QT0461
 QT0461                          SUPERSEDED SURVEY CONTROL
 QT0461
 QT0461  NAD 83(1993)-  45 56 42.37043(N)    102 46 38.64143(W) AD(       ) 2
 QT0461  NAD 83(1986)-  45 56 42.37062(N)    102 46 38.64242(W) AD(       ) 2
 QT0461  NAD 27      -  45 56 42.34200(N)    102 46 37.08300(W) AD(       ) 2
 QT0461
 QT0461.Superseded values are not recommended for survey control.
 QT0461
 QT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0461.See file dsdata.pdf to determine how the superseded data were derived.
 QT0461
 QT0461_MARKER: 71 = BOUNDARY MONUMENT
 QT0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0461
 QT0461  HISTORY     - Date     Condition        Report By
 QT0461  HISTORY     - 1934     FIRST OBSERVED   CGS
 QT0461
 QT0461                          STATION DESCRIPTION
 QT0461
 QT0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0461'MILEPOST 299-1/2 IS LOCATED 489 FEET NW OF STATION SANDHEI
 QT0461'ACROSS A SLIGHT DEPRESSION IN THE HIGH PIECE OF GROUND ON WHICH
 QT0461'STATION IS SITUATED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NP0733 ***********************************************************************
 NP0733  DESIGNATION -  BOUNDARY MON 144 1/2 NE SD
 NP0733  PID         -  NP0733
 NP0733  STATE/COUNTY-  SD/SHANNON
 NP0733  COUNTRY     -  US
 NP0733  USGS QUAD   -  CLINTON NW (2017)
 NP0733
 NP0733                         *CURRENT SURVEY CONTROL
 NP0733  ______________________________________________________________________
 NP0733* NAD 83(1996) POSITION- 42 59 59.38459(N) 102 29 18.53485(W)   ADJUSTED
 NP0733* NAVD 88 ORTHO HEIGHT -  1064.6   (meters)     3493.    (feet) VERTCON3
 NP0733  ______________________________________________________________________
 NP0733  GEOID HEIGHT    -        -18.155 (meters)                     GEOID18
 NP0733  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 NP0733  HORZ ORDER      -  SECOND
 NP0733
 NP0733.The horizontal coordinates were established by classical geodetic methods
 NP0733.and adjusted by the National Geodetic Survey in January 1998.
 NP0733
 NP0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0733
 NP0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 NP0733.GEOID18 height accuracy estimate available here.
 NP0733
 NP0733.Click photographs - Photos may exist for this station.
 NP0733
 NP0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 NP0733
 NP0733. The following values were computed from the NAD 83(1996) position.
 NP0733
 NP0733;                    North         East     Units Scale Factor Converg.
 NP0733;SPC SD S     -    76,321.938   424,292.529   MT  0.99996474   -1 29 12.2
 NP0733;SPC SD S     -   250,399.56  1,392,033.07   sFT  0.99996474   -1 29 12.2
 NP0733;UTM  13      - 4,763,856.790   704,714.949   MT  1.00011558   +1 42 48.4
 NP0733
 NP0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0733!SPC SD S     -   0.99983592  x   0.99996474  =   0.99980066
 NP0733!UTM  13      -   0.99983592  x   1.00011558  =   0.99995148
 NP0733
 NP0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0471463856(NAD 83)
 NP0733
 NP0733                          SUPERSEDED SURVEY CONTROL
 NP0733
 NP0733  NAD 83(1995)-  42 59 59.38449(N)    102 29 18.53497(W) AD(       ) 2
 NP0733  NAD 83(1993)-  42 59 59.37720(N)    102 29 18.53725(W) AD(       ) 2
 NP0733  NAD 83(1986)-  42 59 59.37456(N)    102 29 18.53369(W) AD(       ) 2
 NP0733  NAD 27      -  42 59 59.42100(N)    102 29 16.95400(W) AD(       ) 2
 NP0733  NGVD 29 (07/19/86) 1064.1    (m)         3491.     (f) VERT ANG       
 NP0733
 NP0733.Superseded values are not recommended for survey control.
 NP0733
 NP0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0733.See file dsdata.pdf to determine how the superseded data were derived.
 NP0733
 NP0733_MARKER: 71 = BOUNDARY MONUMENT
 NP0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0733
 NP0733  HISTORY     - Date     Condition        Report By
 NP0733  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0733
 NP0733                          STATION DESCRIPTION
 NP0733
 NP0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0733'THIS STATION IS ABOUT 3 MILES EAST OF WHITE CLAY, NEBRASKA
 NP0733'ON THE NORTHEAST SLOPE OF A SMALL HILL, 9 FT. SOUTH OF FENCE
 NP0733'LINE, 120 FT. EAST OF TOP OF RIDGE, MARKING THE BOUNDARY
 NP0733'LINE BETWEEN SOUTH DAKOTA AND NEBRASKA, PROJECTING 3-1/2 FT.
 NP0733'AND IT IS A GRANITE POST 8 INCHES SQUARE.
 NP0733'
 NP0733'THE STATION IS REACHED FROM THE INTERSECTION OF THE SOUTH
 NP0733'DAKOTA AND NEBRASKA BOUNDARY AND THE MAIN HIGHWAY BETWEEN
 NP0733'PINE RIDGE, SOUTH DAKOTA AND WHITE CLAY, NEBRASKA, WHICH IS
 NP0733'NEBRASKA 87.  (THIS POINT BEING 1.7 MILES SOUTH OF PINE RIDGE
 NP0733'AND 0.2 MILE NORTH OF WHITE CLAY.) GO EAST ALONG THE BOUNDARY
 NP0733'LINE ROAD 2.6 MILES TO BOUNDARY MONUMENT 145, THE ROAD FROM
 NP0733'HERE MEANDERS TO AVOID STEEPER GRADES, CONTINUE EASTERLY ON
 NP0733'ROAD 0.4 MILE TO THE TOP OF ROAD GRADE, ABOUT 100 FEET SOUTH
 NP0733'OF TWO LONE SMALL PINES, CONTINUE EASTERLY 0.1 MILE TO A
 NP0733'POINT WHERE THE ROAD STARTS DOWN GRADE.  THE STATION IS ABOUT
 NP0733'100 YARDS NORTH OF THIS POINT, 9 FT. SOUTH OF AN EAST AND
 NP0733'WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0753 ***********************************************************************
 OT0753  DESIGNATION -  BOUNDARY MON 144 1/2 ECC
 OT0753  PID         -  OT0753
 OT0753  STATE/COUNTY-  SD/SHANNON
 OT0753  COUNTRY     -  US
 OT0753  USGS QUAD   -  MANDERSON SW (2017)
 OT0753
 OT0753                         *CURRENT SURVEY CONTROL
 OT0753  ______________________________________________________________________
 OT0753* NAD 83(1996) POSITION- 43 00 00.17853(N) 102 29 19.99186(W)   ADJUSTED
 OT0753* NAVD 88 ORTHO HEIGHT -  1069.7   (meters)     3510.    (feet) VERTCON3
 OT0753  ______________________________________________________________________
 OT0753  GEOID HEIGHT    -        -18.155 (meters)                     GEOID18
 OT0753  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 OT0753  HORZ ORDER      -  FIRST
 OT0753
 OT0753.The horizontal coordinates were established by classical geodetic methods
 OT0753.and adjusted by the National Geodetic Survey in January 1998.
 OT0753
 OT0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0753
 OT0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0753.GEOID18 height accuracy estimate available here.
 OT0753
 OT0753.Click photographs - Photos may exist for this station.
 OT0753
 OT0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0753
 OT0753. The following values were computed from the NAD 83(1996) position.
 OT0753
 OT0753;                    North         East     Units Scale Factor Converg.
 OT0753;SPC SD S     -    76,347.286   424,260.175   MT  0.99996470   -1 29 13.2
 OT0753;SPC SD S     -   250,482.72  1,391,926.92   sFT  0.99996470   -1 29 13.2
 OT0753;UTM  13      - 4,763,880.295   704,681.225   MT  1.00011541   +1 42 47.4
 OT0753
 OT0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0753!SPC SD S     -   0.99983512  x   0.99996470  =   0.99979982
 OT0753!UTM  13      -   0.99983512  x   1.00011541  =   0.99995051
 OT0753
 OT0753:                Primary Azimuth Mark                     Grid Az
 OT0753:SPC SD S     -  BOUNDARY MON 144 NE SD                   092 50 44.2
 OT0753:UTM  13      -  BOUNDARY MON 144 NE SD                   089 38 43.6
 OT0753
 OT0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0468163880(NAD 83)
 OT0753
 OT0753|---------------------------------------------------------------------|
 OT0753| PID    Reference Object                     Distance      Geod. Az  |
 OT0753|                                                           dddmmss.s |
 OT0753| CP9583 BOUNDARY MON 144 NE SD                             0912131.0 |
 OT0753| NP0733 BOUNDARY MON 144 1/2 NE SD           41.102 METERS 12635     |
 OT0753| CP9584 BOUNDARY MON 144 1/2 ECC RM 2        19.910 METERS 18508     |
 OT0753|---------------------------------------------------------------------|
 OT0753
 OT0753                          SUPERSEDED SURVEY CONTROL
 OT0753
 OT0753  NAD 83(1995)-  43 00 00.17843(N)    102 29 19.99199(W) AD(       ) 1
 OT0753  NAD 83(1993)-  43 00 00.17115(N)    102 29 19.99426(W) AD(       ) 1
 OT0753  NAD 83(1986)-  43 00 00.16849(N)    102 29 19.99071(W) AD(       ) 1
 OT0753  NAD 27      -  43 00 00.21700(N)    102 29 18.41500(W) AD(       ) 1
 OT0753  NGVD 29 (07/19/86) 1069.2    (m)         3508.     (f) VERT ANG       
 OT0753
 OT0753.Superseded values are not recommended for survey control.
 OT0753
 OT0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0753.See file dsdata.pdf to determine how the superseded data were derived.
 OT0753
 OT0753_MARKER: DS = TRIANGULATION STATION DISK
 OT0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0753_MARK LOGO: CGS
 OT0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0753+STABILITY: SURFACE MOTION
 OT0753
 OT0753  HISTORY     - Date     Condition        Report By
 OT0753  HISTORY     - 1934     MONUMENTED       CGS
 OT0753  HISTORY     - 1936     GOOD             CGS
 OT0753  HISTORY     - 1968     GOOD             CGS
 OT0753  HISTORY     - 1968     GOOD             USGS
 OT0753
 OT0753                          STATION DESCRIPTION
 OT0753
 OT0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0753'THIS STATION IS ABOUT 3 MILES E OF WHITE CLAY, NEBRASKA, ON
 OT0753'THE N SLOPE OF A SMALL HILL, 19 FEET N OF SOUTH DAKOTA-NEBRASKA
 OT0753'BOUNDARY FENCE, IN SEC. 15 (APPROX.) T35N, R44W.  THE
 OT0753'MARK PROJECTS 4 INCHES.  THE LAND ON WHICH THE STATION IS
 OT0753'LOCATED WAS PREVIOUSLY OWNED BY A MR. CORDER, BUT DUE TO
 OT0753'FINANCIAL CONDITIONS HE LOST THE LAND AND IT IS NOW IN
 OT0753'POSSESSION OF THE BANK IN PINE RIDGE, SOUTH DAKOTA.  THE
 OT0753'BUILDINGS, BELONGING TO THE LAND, ARE ABOUT 1-1/2 MILE
 OT0753'NE OF THE STATION.
 OT0753'
 OT0753'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 2 ARE STANDARD
 OT0753'BRONZE DISKS SET IN CONCRETE.
 OT0753'
 OT0753'REFERENCE MARK NO. 1 IS SE OF STATION.  IT IS A GRANITE
 OT0753'POST, 8 INCHES SQUARE PROJECTING 3-1/2 FEET AND MARKING THE
 OT0753'BOUNDARY BETWEEN SOUTH DAKOTA AND NEBRASKA AND IS 9 FEET S
 OT0753'OF FENCE LINE.
 OT0753'
 OT0753'REFERENCE MARK NO. 2 IS S OF STATION, 1-1/2 FEET S OF BOUNDARY
 OT0753'FENCE LINE AND PROJECTS 4 INCHES.
 OT0753'
 OT0753'THE AZIMUTH MARK IS E OF STATION, 7 FEET S OF BOUNDARY FENCE
 OT0753'LINE AND HAS THE SAME DESCRIPTION AS THAT OF REFERENCE MARK
 OT0753'NO. 1.
 OT0753'
 OT0753'THE STATION IS REACHED FROM THE SOUTH DAKOTA-NEBRASKA BOUNDARY
 OT0753'AT THE MAIN HIGHWAY BETWEEN PINE RIDGE, SOUTH DAKOTA, AND
 OT0753'WHITE CLAY, NEBRASKA, WHICH IS NEBRASKA ROUTE 87.  THIS POINT
 OT0753'BEING 1.7 MILES S OF PINE RIDGE AND 0.2 MILE N OF WHITE CLAY.
 OT0753'GO E ALONG BOUNDARY LINE ROAD 2.6 MILES TO BOUNDARY MONUMENT
 OT0753'NO. 145.  (THE ROAD HERE MEANDERS TO AVOID STEEPER GRADES).
 OT0753'CONTINUE EASTERLY ON ROAD 0.4 MILE TO THE TOP OF ROAD GRADE,
 OT0753'ABOUT 100 FEET S OF TWO LONE, SMALL PINES.  CONTINUE EASTERLY
 OT0753'0.1 MILE (THE STATION IS ABOUT 100 YARDS DUE N ON THE
 OT0753'OPPOSITE SIDE OF THE HILL).  THEN DRIVE NORTHERLY AROUND E
 OT0753'SIDE OF THE HILL THROUGH BOUNDARY FENCE.  AFTER PASSING
 OT0753'THROUGH FENCE, TURN RIGHT AND FOLLOW ALONG FENCE 0.1 MILE
 OT0753'TO TOP OF RIDGE AND STATION.
 OT0753'
 OT0753'A FOUR-FOOT STAND WILL CLEAR LINES.
 OT0753
 OT0753                          STATION RECOVERY (1936)
 OT0753
 OT0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0753'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND MARKS FOUND
 OT0753'IN GOOD CONDITION, WITH THE EXCEPTION THAT THE AZIMUTH MARK
 OT0753'(BOUNDARY MONUMENT 144) IS SLIGHTLY LOOSE IN THE GROUND, BUT
 OT0753'APPARENTLY IN ITS ORIGINAL POSITION.  THE DIRECTION TO REFERENCE
 OT0753'MARK NO. 1 FAILED TO CHECK BY 16 SECONDS, AND THE DIRECTION
 OT0753'TO REFERENCE MARK NO. 2 BY 30 SECONDS.
 OT0753'
 OT0753'TO REACH THE STATION FROM PINE RIDGE, SOUTH DAKOTA, GO S
 OT0753'FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE ROUTE 87 FOR
 OT0753'1.7 MILES TO STATE LINE ROAD, AT THE N EDGE OF WHITE CLAY,
 OT0753'NEBRASKA.  GO E ON STATE LINE ROAD FOR 2.6 MILES TO BOUNDARY
 OT0753'MONUMENT 145 (THE ROAD HERE MEANDERS TO AVOID STEEPER GRADES).
 OT0753'CONTINUE EASTWARD FOR 0.4 MILE TO TOP OF ROAD GRADE, DIRECTLY
 OT0753'S OF TWO LONE PINE TREES.  CONTINUE E FOR 0.1 MILE TO A POINT
 OT0753'DIRECTLY S OF STATION WHICH IS ABOUT 100 YARDS N OF THIS POINT
 OT0753'ON N SIDE OF HILL.  TO DRIVE TO STATION, SWING BACK AROUND
 OT0753'TO THE W SIDE OF HILL AND DRIVE NE TO TOP OF HILL AND
 OT0753'STATION, 19 FEET N OF FENCE LINE.
 OT0753'
 OT0753'SIGNALS SHOWN FROM THE GROUND AT ALL STATIONS ARE VISIBLE AT
 OT0753'THE GROUND AT THIS STATION.
 OT0753'
 OT0753'A 10-FOOT STAND REQUIRED.
 OT0753
 OT0753                          STATION RECOVERY (1968)
 OT0753
 OT0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 OT0753'THE STATION MARK, REFERENCE MARK NO. 1 (BDY MON. 144 1/2),
 OT0753'REFERENCE MARK NO. 2, AND THE AZIMUTH MARK (BDY MON. 144)
 OT0753'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 OT0753'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE OUT 32 MIN IN
 OT0753'AZIMUTH BY THE U.S. GEOLOGICAL SURVEY.
 OT0753'
 OT0753'TO REACH THE STATION FROM STATE LINE ROAD AT THE NORTH SIDE
 OT0753'OF WHITE CLAY, NEBRASKA, GO EAST ON STATE LINE ROAD FOR
 OT0753'2.8 MILES TO BOUNDARY MONUMENT NO. 145 ON THE LEFT.  CONTINUE
 OT0753'EAST ON THE ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 OT0753'(CONTINUE EAST ON THE ROAD FOR 0.5 MILE TO BOUNDARY MONUMENT
 OT0753'144 FOR 0.5 MILE TO THE MONUMENT ON THE LEFT.
 OT0753'
 OT0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 OT0753'MILES EAST OF WHITE CLAY, NEBRASKA.
 OT0753
 OT0753                          STATION RECOVERY (1968)
 OT0753
 OT0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 OT0753'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 OT0753'AS DESCRIBED.
 OT0753'
 OT0753'AZIMUTH MARK APPEARED IN GOOD CONDITION BUT FAILED TO CHECK
 OT0753'BY APPROX. 32 MINUTES.
 OT0753'
 OT0753'OLD DESCRIPTION IS ADEQUATE.
 OT0753'
 OT0753'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0766 ***********************************************************************
 OT0766  DESIGNATION -  BOUNDARY MON 165 NE SD
 OT0766  PID         -  OT0766
 OT0766  STATE/COUNTY-  SD/SHANNON
 OT0766  COUNTRY     -  US
 OT0766  USGS QUAD   -  SLIM BUTTE SW (2017)
 OT0766
 OT0766                         *CURRENT SURVEY CONTROL
 OT0766  ______________________________________________________________________
 OT0766* NAD 83(1996) POSITION- 43 00 01.81879(N) 102 53 25.44548(W)   ADJUSTED
 OT0766* NAVD 88 ORTHO HEIGHT -  1010.    (meters)     3314.    (feet) SCALED
 OT0766  ______________________________________________________________________
 OT0766  GEOID HEIGHT    -        -17.882 (meters)                     GEOID18
 OT0766  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 OT0766  HORZ ORDER      -  SECOND
 OT0766
 OT0766.The horizontal coordinates were established by classical geodetic methods
 OT0766.and adjusted by the National Geodetic Survey in January 1998.
 OT0766
 OT0766.The orthometric height was scaled from a topographic map.
 OT0766
 OT0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0766.GEOID18 height accuracy estimate available here.
 OT0766
 OT0766.Click photographs - Photos may exist for this station.
 OT0766
 OT0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0766
 OT0766. The following values were computed from the NAD 83(1996) position.
 OT0766
 OT0766;                    North         East     Units Scale Factor Converg.
 OT0766;SPC SD S     -    77,326.563   391,536.209   MT  0.99996461   -1 45 50.4
 OT0766;SPC SD S     -   253,695.57  1,284,565.05   sFT  0.99996461   -1 45 50.4
 OT0766;UTM  13      - 4,763,030.345   671,951.262   MT  0.99996375   +1 26 20.8
 OT0766
 OT0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0766!SPC SD S     -   0.99984451  x   0.99996461  =   0.99980913
 OT0766!UTM  13      -   0.99984451  x   0.99996375  =   0.99980827
 OT0766
 OT0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7195163030(NAD 83)
 OT0766
 OT0766                          SUPERSEDED SURVEY CONTROL
 OT0766
 OT0766  NAD 83(1995)-  43 00 01.81866(N)    102 53 25.44534(W) AD(       ) 2
 OT0766  NAD 83(1993)-  43 00 01.81450(N)    102 53 25.44393(W) AD(       ) 2
 OT0766  NAD 83(1986)-  43 00 01.80484(N)    102 53 25.44025(W) AD(       ) 2
 OT0766  NAD 27      -  43 00 01.87800(N)    102 53 23.78500(W) AD(       ) 2
 OT0766
 OT0766.Superseded values are not recommended for survey control.
 OT0766
 OT0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0766.See file dsdata.pdf to determine how the superseded data were derived.
 OT0766
 OT0766_MARKER: X = CHISELED CROSS
 OT0766_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0766_PROJECTION: PROJECTING 107 CENTIMETERS
 OT0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0766
 OT0766  HISTORY     - Date     Condition        Report By
 OT0766  HISTORY     - 1934     MONUMENTED       CGS
 OT0766
 OT0766                          STATION DESCRIPTION
 OT0766
 OT0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0766'THIS BOUNDARY MONUMENT IS LOCATED 15 MILES, AIRLINE, SW OF OGLALA
 OT0766'POST OFFICE AND ABOUT ONE MILE W OF THE GRADED ROAD, WHICH RUNS
 OT0766'FROM OGLALA TO CHADRON.  IT IS 208.366 METERS (SEE GEOD. POSITION
 OT0766'FOR HORIZONTAL DISTANCE) NW OF STATION BOUNDARY MONUMENT NO. 165
 OT0766'ECCENTRIC, 4 FEET S OF AN E-W FENCE LINE.  THE MONUMENT CONSISTS
 OT0766'OF A RED GRANITE POST, 10 BY 10 INCHES BY 3-1/2 FEET HIGH.  IT
 OT0766'HAS A CROSS CHISELED IN ITS TOP.  ON THE S SIDE IS THE LETTER
 OT0766'N ON THE N, S.D.
 OT0766'
 OT0766'THE STATION MAY BE REACHED FROM THE STATE LINE ON THE
 OT0766'OGLALA-CHADRON ROAD, BY DRIVING S ON THE MAIN ROAD 0.3 MILE
 OT0766'TO WOODEN BRIDGE.  CROSS BRIDGE AND AT S END, LEAVE GRADED ROAD,
 OT0766'TURN RIGHT, OR W, AND WORK WAY OVERLAND AROUND COULEES IN A
 OT0766'GENERALLY WESTERLY DIRECTION FOR 1.1 MILES.  AT FENCE
 OT0766'T-INTERSECTION WITH THE STATE BOUNDARY FENCE, CROSS THE N-S
 OT0766'FENCE AND DRIVE W FOR 0.3 MILE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NO0508 ***********************************************************************
 NO0508  DESIGNATION -  BOUNDARY MON 49 ECC
 NO0508  PID         -  NO0508
 NO0508  STATE/COUNTY-  SD/TODD
 NO0508  COUNTRY     -  US
 NO0508  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0508
 NO0508                         *CURRENT SURVEY CONTROL
 NO0508  ______________________________________________________________________
 NO0508* NAD 83(1996) POSITION- 42 59 54.61057(N) 100 36 56.34781(W)   ADJUSTED
 NO0508* NAVD 88 ORTHO HEIGHT -   861.666 (meters)     2826.98  (feet) ADJUSTED
 NO0508  ______________________________________________________________________
 NO0508  GEOID HEIGHT    -        -22.075 (meters)                     GEOID18
 NO0508  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 NO0508  DYNAMIC HEIGHT  -        861.321 (meters)     2825.85  (feet) COMP
 NO0508  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 NO0508
 NO0508  HORZ ORDER      -  FIRST
 NO0508  VERT ORDER      -  FIRST     CLASS II
 NO0508
 NO0508.The horizontal coordinates were established by classical geodetic methods
 NO0508.and adjusted by the National Geodetic Survey in January 1998.
 NO0508
 NO0508.The orthometric height was determined by differential leveling and
 NO0508.adjusted by the NATIONAL GEODETIC SURVEY
 NO0508.in June 1994.
 NO0508
 NO0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0508.GEOID18 height accuracy estimate available here.
 NO0508
 NO0508.Click photographs - Photos may exist for this station.
 NO0508
 NO0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0508
 NO0508.The dynamic height is computed by dividing the NAVD 88
 NO0508.geopotential number by the normal gravity value computed on the
 NO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0508.degrees latitude (g = 980.6199 gals.).
 NO0508
 NO0508.The modeled gravity was interpolated from observed gravity values.
 NO0508
 NO0508. The following values were computed from the NAD 83(1996) position.
 NO0508
 NO0508;                    North         East     Units Scale Factor Converg.
 NO0508;SPC SD S     -    73,933.955   576,979.740   MT  0.99996499   -0 11 41.1
 NO0508;SPC SD S     -   242,564.98  1,892,974.36   sFT  0.99996499   -0 11 41.1
 NO0508;UTM  14      - 4,761,915.008   368,306.408   MT  0.99981336   -1 06 07.2
 NO0508
 NO0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0508!SPC SD S     -   0.99986835  x   0.99996499  =   0.99983334
 NO0508!UTM  14      -   0.99986835  x   0.99981336  =   0.99968173
 NO0508
 NO0508:                Primary Azimuth Mark                     Grid Az
 NO0508:SPC SD S     -  BOUNDARY MON 49 ECC RM 1                 093 05 51.3
 NO0508:UTM  14      -  BOUNDARY MON 49 ECC RM 1                 094 00 17.4
 NO0508
 NO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6830661915(NAD 83)
 NO0508
 NO0508|---------------------------------------------------------------------|
 NO0508| PID    Reference Object                     Distance      Geod. Az  |
 NO0508|                                                           dddmmss.s |
 NO0508| NO0581 BOUNDARY MON 49 ECC RM 1                           0925410.2 |
 NO0508| NO0509 BOUNDARY MON 49 NE SD               149.000 METERS 10505     |
 NO0508| NO0582 BOUNDARY MON 49 ECC RM 2             54.194 METERS 17125     |
 NO0508| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.17.1 KM 3053221.5 |
 NO0508| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.12.1 KM 3110848.3 |
 NO0508| OS0705 LAKEVIEW CH CROSS NE PART           APPROX.12.3 KM 3114614.4 |
 NO0508|---------------------------------------------------------------------|
 NO0508
 NO0508                          SUPERSEDED SURVEY CONTROL
 NO0508
 NO0508  NAD 83(1995)-  42 59 54.61056(N)    100 36 56.34784(W) AD(       ) 1
 NO0508  NAD 83(1986)-  42 59 54.61053(N)    100 36 56.35935(W) AD(       ) 1
 NO0508  NAD 27      -  42 59 54.58500(N)    100 36 54.87100(W) AD(       ) 1
 NO0508
 NO0508.Superseded values are not recommended for survey control.
 NO0508
 NO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0508.See file dsdata.pdf to determine how the superseded data were derived.
 NO0508
 NO0508_MARKER: DS = TRIANGULATION STATION DISK
 NO0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0508_STAMPING: BDY. MON. STATION 49 ECC. 1933
 NO0508_MARK LOGO: CGS
 NO0508_PROJECTION: FLUSH
 NO0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0508+STABILITY: SURFACE MOTION
 NO0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0508+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0508
 NO0508  HISTORY     - Date     Condition        Report By
 NO0508  HISTORY     - 1933     MONUMENTED       CGS
 NO0508  HISTORY     - 1933     GOOD             CGS
 NO0508  HISTORY     - 19920723 GOOD             NGS
 NO0508
 NO0508                          STATION DESCRIPTION
 NO0508
 NO0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0508'IN SOUTHEAST CORNER OF (FRACTIONAL) SEC. 21, T. 35 N., R. 28 W.
 NO0508'REACHED FROM VALENTINE BY GOING NORTH ON U.S. HIGHWAY 183 FOR
 NO0508'9.0 MILES TO STATE LINE.  THENCE WEST ON HIGHWAY 183 FOR 1.8
 NO0508'MILES TO POINT WHERE IT TURNS NORTH IN SOUTH DAKOTA.  CONTINUE
 NO0508'STRAIGHT WEST 0.3 MILE TO SUMMIT OF SMALL KNOLL AND STATION.
 NO0508'
 NO0508'STATION MARK IS FLUSH WITH GROUND.
 NO0508'
 NO0508'STATION IS WEST BY NORTH OF BOUNDARY MONUMENT 49.  REFERENCE
 NO0508'MARK NO. 1 (AZIMUTH) IS EAST BY NORTH OF BOUNDARY MONUMENT 49
 NO0508'IN FENCE CORNER AND 49 FEET WEST OF CENTERLINE OF U.S. HIGHWAY
 NO0508'183 JUST NORTH OF WHERE U.S. HIGHWAY 183 TURNS NORTH INTO
 NO0508'SOUTH DAKOTA AND 41 FEET NORTH OF CENTERLINE OF EAST-AND-WEST
 NO0508'SECTION-LINE ROAD.
 NO0508'
 NO0508'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN SOUTH RIGHT-OF-WAY
 NO0508'FENCE.
 NO0508'
 NO0508'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NO0508'DISKS SET AS DESCRIBED.
 NO0508'
 NO0508'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.14 METERS.
 NO0508
 NO0508                          STATION RECOVERY (1933)
 NO0508
 NO0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 NO0508'RECOVERED IN GOOD CONDITION.
 NO0508
 NO0508                          STATION RECOVERY (1992)
 NO0508
 NO0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0508'13.7 KM (8.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0508'COURTHOUSE IN VALENTINE, THENCE 3.4 KM (2.10 MI) WESTERLY ALONG A
 NO0508'ROAD (ABANDONED) AND THE NE-SD STATE LINE, ON TOP OF A SMALL HILL,
 NO0508'143.0 WEST-NORTHWEST OF A RED STONE BOUNDARY MONUMENT, 53.9 M (176.8
 NO0508'FT) NORTH OF REFERENCE MARK 2, 45.9 M (150.6 FT) NORTH OF THE CENTER
 NO0508'OF THE ROAD, 39.6 M (129.9 FT) NORTHWEST OF A WELL, 2.5 M (8.2 FT)
 NO0508'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.05 M (0.16
 NO0508'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NO0581 ***********************************************************************
 NO0581  DESIGNATION -  BOUNDARY MON 49 ECC RM 1
 NO0581  PID         -  NO0581
 NO0581  STATE/COUNTY-  SD/TODD
 NO0581  COUNTRY     -  US
 NO0581  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0581
 NO0581                         *CURRENT SURVEY CONTROL
 NO0581  ______________________________________________________________________
 NO0581* NAD 83(1986) POSITION- 42 59 54.     (N) 100 36 37.     (W)   SCALED
 NO0581* NAVD 88 ORTHO HEIGHT -   854.218 (meters)     2802.55  (feet) ADJUSTED
 NO0581  ______________________________________________________________________
 NO0581  GEOID HEIGHT    -        -22.089 (meters)                     GEOID18
 NO0581  DYNAMIC HEIGHT  -        853.875 (meters)     2801.42  (feet) COMP
 NO0581  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 NO0581
 NO0581  VERT ORDER      -  FIRST     CLASS II
 NO0581
 NO0581.The horizontal coordinates were scaled from a map and have
 NO0581.an estimated accuracy of +/- 6 seconds.
 NO0581
 NO0581.The orthometric height was determined by differential leveling and
 NO0581.adjusted by the NATIONAL GEODETIC SURVEY
 NO0581.in June 1994.
 NO0581
 NO0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0581.GEOID18 height accuracy estimate available here.
 NO0581
 NO0581.Click photographs - Photos may exist for this station.
 NO0581
 NO0581.The dynamic height is computed by dividing the NAVD 88
 NO0581.geopotential number by the normal gravity value computed on the
 NO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0581.degrees latitude (g = 980.6199 gals.).
 NO0581
 NO0581.The modeled gravity was interpolated from observed gravity values.
 NO0581
 NO0581;                    North         East    Units  Estimated Accuracy
 NO0581;SPC SD S     -    73,910.      577,420.      MT  (+/- 180 meters Scaled)
 NO0581
 NO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN687618(NAD 83)
 NO0581
 NO0581                          SUPERSEDED SURVEY CONTROL
 NO0581
 NO0581.No superseded survey control is available for this station.
 NO0581
 NO0581_MARKER: DR = REFERENCE MARK DISK
 NO0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0581_STAMPING: RDV. MON. NO 1 49 ECC 1933
 NO0581_MARK LOGO: CGS
 NO0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0581+STABILITY: SURFACE MOTION
 NO0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0581+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0581
 NO0581  HISTORY     - Date     Condition        Report By
 NO0581  HISTORY     - 1933     MONUMENTED       CGS
 NO0581  HISTORY     - 19920723 GOOD             NGS
 NO0581
 NO0581                          STATION DESCRIPTION
 NO0581
 NO0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0581'13.7 KM (8.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0581'COURTHOUSE IN VALENTINE, NE, THENCE 3.0 KM (1.85 MI) WESTERLY ALONG A
 NO0581'ROAD (ABANDONED) AND THE NE-SD STATE LINE, 442.0 M (1450.1 FT) EAST
 NO0581'OF TRIANGULATION STATION BOUNDARY MON 49 ECC, 298.0 M (977.7 FT) EAST
 NO0581'OF A RED STONE BOUNDARY MONUMENT, 13.7 M (44.9 FT) WEST OF AND LEVEL
 NO0581'WITH THE CENTER OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 NO0581'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NO0509 ***********************************************************************
 NO0509  DESIGNATION -  BOUNDARY MON 49 NE SD
 NO0509  PID         -  NO0509
 NO0509  STATE/COUNTY-  SD/TODD
 NO0509  COUNTRY     -  US
 NO0509  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0509
 NO0509                         *CURRENT SURVEY CONTROL
 NO0509  ______________________________________________________________________
 NO0509* NAD 83(1996) POSITION- 42 59 53.35400(N) 100 36 49.99634(W)   ADJUSTED
 NO0509* NAVD 88 ORTHO HEIGHT -   858.2   (meters)     2816.    (feet) VERTCON3
 NO0509  ______________________________________________________________________
 NO0509  GEOID HEIGHT    -        -22.079 (meters)                     GEOID18
 NO0509  LAPLACE CORR    -         -6.45  (seconds)                    DEFLEC18
 NO0509  HORZ ORDER      -  SECOND
 NO0509
 NO0509.The horizontal coordinates were established by classical geodetic methods
 NO0509.and adjusted by the National Geodetic Survey in January 1998.
 NO0509
 NO0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0509
 NO0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0509.GEOID18 height accuracy estimate available here.
 NO0509
 NO0509.Click photographs - Photos may exist for this station.
 NO0509
 NO0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0509
 NO0509. The following values were computed from the NAD 83(1996) position.
 NO0509
 NO0509;                    North         East     Units Scale Factor Converg.
 NO0509;SPC SD S     -    73,894.693   577,123.470   MT  0.99996505   -0 11 36.7
 NO0509;SPC SD S     -   242,436.17  1,893,445.92   sFT  0.99996505   -0 11 36.7
 NO0509;UTM  14      - 4,761,873.481   368,449.476   MT  0.99981289   -1 06 02.8
 NO0509
 NO0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0509!SPC SD S     -   0.99986889  x   0.99996505  =   0.99983395
 NO0509!UTM  14      -   0.99986889  x   0.99981289  =   0.99968181
 NO0509
 NO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6844961873(NAD 83)
 NO0509
 NO0509                          SUPERSEDED SURVEY CONTROL
 NO0509
 NO0509  NAD 83(1995)-  42 59 53.35399(N)    100 36 49.99637(W) AD(       ) 2
 NO0509  NAD 83(1986)-  42 59 53.35398(N)    100 36 50.00789(W) AD(       ) 2
 NO0509  NAD 27      -  42 59 53.32800(N)    100 36 48.52000(W) AD(       ) 2
 NO0509  NGVD 29 (07/19/86)  857.9    (m)         2815.     (f) VERT ANG       
 NO0509
 NO0509.Superseded values are not recommended for survey control.
 NO0509
 NO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0509.See file dsdata.pdf to determine how the superseded data were derived.
 NO0509
 NO0509_MARKER: 71 = BOUNDARY MONUMENT
 NO0509
 NO0509  HISTORY     - Date     Condition        Report By
 NO0509  HISTORY     - 1869     FIRST OBSERVED   USGLO
 NO0509
 NO0509                          STATION DESCRIPTION
 NO0509
 NO0509'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NO0511 ***********************************************************************
 NO0511  DESIGNATION -  BOUNDARY MON 56 NE SD
 NO0511  PID         -  NO0511
 NO0511  STATE/COUNTY-  SD/TODD
 NO0511  COUNTRY     -  US
 NO0511  USGS QUAD   -  CROOKSTON WEST (2017)
 NO0511
 NO0511                         *CURRENT SURVEY CONTROL
 NO0511  ______________________________________________________________________
 NO0511* NAD 83(1996) POSITION- 42 59 53.39837(N) 100 45 06.17103(W)   ADJUSTED
 NO0511* NAVD 88 ORTHO HEIGHT -   882.    (meters)     2894.    (feet) SCALED
 NO0511  ______________________________________________________________________
 NO0511  GEOID HEIGHT    -        -21.698 (meters)                     GEOID18
 NO0511  LAPLACE CORR    -         -6.25  (seconds)                    DEFLEC18
 NO0511  HORZ ORDER      -  SECOND
 NO0511
 NO0511.The horizontal coordinates were established by classical geodetic methods
 NO0511.and adjusted by the National Geodetic Survey in January 1998.
 NO0511
 NO0511.The orthometric height was scaled from a topographic map.
 NO0511
 NO0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0511.GEOID18 height accuracy estimate available here.
 NO0511
 NO0511.Click photographs - Photos may exist for this station.
 NO0511
 NO0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0511
 NO0511. The following values were computed from the NAD 83(1996) position.
 NO0511
 NO0511;                    North         East     Units Scale Factor Converg.
 NO0511;SPC SD S     -    73,943.349   565,885.143   MT  0.99996505   -0 17 19.0
 NO0511;SPC SD S     -   242,595.80  1,856,574.84   sFT  0.99996505   -0 17 19.0
 NO0511;UTM  14      - 4,762,099.944   357,214.827   MT  0.99985081   -1 11 41.4
 NO0511
 NO0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0511!SPC SD S     -   0.99986505  x   0.99996505  =   0.99983011
 NO0511!UTM  14      -   0.99986505  x   0.99985081  =   0.99971588
 NO0511
 NO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5721462099(NAD 83)
 NO0511
 NO0511                          SUPERSEDED SURVEY CONTROL
 NO0511
 NO0511  NAD 83(1995)-  42 59 53.39837(N)    100 45 06.17104(W) AD(       ) 2
 NO0511  NAD 83(1986)-  42 59 53.39784(N)    100 45 06.18149(W) AD(       ) 2
 NO0511  NAD 27      -  42 59 53.37400(N)    100 45 04.67300(W) AD(       ) 2
 NO0511
 NO0511.Superseded values are not recommended for survey control.
 NO0511
 NO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0511.See file dsdata.pdf to determine how the superseded data were derived.
 NO0511
 NO0511_MARKER: 71 = BOUNDARY MONUMENT
 NO0511
 NO0511  HISTORY     - Date     Condition        Report By
 NO0511  HISTORY     - 1933     FIRST OBSERVED   CGS
 NO0511
 NO0511                          STATION DESCRIPTION
 NO0511
 NO0511'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NO0512 ***********************************************************************
 NO0512  DESIGNATION -  BOUNDARY MON 68 1/2 ECC
 NO0512  PID         -  NO0512
 NO0512  STATE/COUNTY-  SD/TODD
 NO0512  COUNTRY     -  US
 NO0512  USGS QUAD   -  KILGORE (2017)
 NO0512
 NO0512                         *CURRENT SURVEY CONTROL
 NO0512  ______________________________________________________________________
 NO0512* NAD 83(1996) POSITION- 42 59 53.03302(N) 100 59 51.89196(W)   ADJUSTED
 NO0512* NAVD 88 ORTHO HEIGHT -   928.    (meters)     3045.    (feet) SCALED
 NO0512  ______________________________________________________________________
 NO0512  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 NO0512  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 NO0512  HORZ ORDER      -  FIRST
 NO0512
 NO0512.The horizontal coordinates were established by classical geodetic methods
 NO0512.and adjusted by the National Geodetic Survey in January 1998.
 NO0512
 NO0512.The orthometric height was scaled from a topographic map.
 NO0512
 NO0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0512.GEOID18 height accuracy estimate available here.
 NO0512
 NO0512.Click photographs - Photos may exist for this station.
 NO0512
 NO0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0512
 NO0512. The following values were computed from the NAD 83(1996) position.
 NO0512
 NO0512;                    North         East     Units Scale Factor Converg.
 NO0512;SPC SD S     -    74,062.848   545,823.774   MT  0.99996507   -0 27 30.1
 NO0512;SPC SD S     -   242,987.86  1,790,756.83   sFT  0.99996507   -0 27 30.1
 NO0512;UTM  14      - 4,762,536.354   337,159.401   MT  0.99992622   -1 21 45.8
 NO0512
 NO0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0512!SPC SD S     -   0.99985773  x   0.99996507  =   0.99982281
 NO0512!UTM  14      -   0.99985773  x   0.99992622  =   0.99978396
 NO0512
 NO0512:                Primary Azimuth Mark                     Grid Az
 NO0512:SPC SD S     -  ST FRANCIS CHURCH CROSS                  025 58 48.6
 NO0512:UTM  14      -  ST FRANCIS CHURCH CROSS                  026 53 04.3
 NO0512
 NO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3715962536(NAD 83)
 NO0512
 NO0512|---------------------------------------------------------------------|
 NO0512| PID    Reference Object                     Distance      Geod. Az  |
 NO0512|                                                           dddmmss.s |
 NO0512| CO2201 BOUNDARY MON 68 1/2 ECC AZ MK                      0215241.0 |
 NO0512| OS0711 ST FRANCIS CHURCH CROSS             APPROX.17.6 KM 0253118.5 |
 NO0512| OS0710 ST FRANCIS MUNICIPAL TANK           APPROX.17.2 KM 0254549.4 |
 NO0512| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.19.9 KM 0594805.6 |
 NO0512| OS0705 LAKEVIEW CH CROSS NE PART           APPROX.23.4 KM 0691636.5 |
 NO0512| NO0513 BOUNDARY MON 68 1/2 NE SD            20.740 METERS 12155     |
 NO0512| CO2202 BOUNDARY MON 68 1/2 ECC RM 1         21.440 METERS 25653     |
 NO0512|---------------------------------------------------------------------|
 NO0512
 NO0512                          SUPERSEDED SURVEY CONTROL
 NO0512
 NO0512  NAD 83(1995)-  42 59 53.03289(N)    100 59 51.89179(W) AD(       ) 1
 NO0512  NAD 83(1986)-  42 59 53.03082(N)    100 59 51.90213(W) AD(       ) 1
 NO0512  NAD 27      -  42 59 53.00700(N)    100 59 50.35600(W) AD(       ) 1
 NO0512
 NO0512.Superseded values are not recommended for survey control.
 NO0512
 NO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0512.See file dsdata.pdf to determine how the superseded data were derived.
 NO0512
 NO0512_MARKER: DS = TRIANGULATION STATION DISK
 NO0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0512_STAMPING: BDY MON 68-1/2 ECC 1933
 NO0512_MARK LOGO: CGS
 NO0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0512+STABILITY: SURFACE MOTION
 NO0512
 NO0512  HISTORY     - Date     Condition        Report By
 NO0512  HISTORY     - 1933     MONUMENTED       CGS
 NO0512  HISTORY     - 1936     GOOD             CGS
 NO0512  HISTORY     - 1949     GOOD             CGS
 NO0512  HISTORY     - 1967     GOOD             USGS
 NO0512
 NO0512                          STATION DESCRIPTION
 NO0512
 NO0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0512'ABOUT 4 MILES NORTHEAST OF KILGORE, NEBRASKA IN SOUTH EDGE OF
 NO0512'FRACTIONAL SEC. 17, T. 35 N., R. 31 W., ON SUMMIT OF HIGH SAND
 NO0512'RIDGE 20 YARDS NORTHWEST OF BOUNDARY MON. 68 1/2.
 NO0512'
 NO0512'FROM KILGORE GO NORTH 3.25 MILES ON ST. FRANCIS ROAD.  LEAVE
 NO0512'MAIN ROAD HERE AND GO NORTH AND WEST TO STATION.
 NO0512'
 NO0512'REFERENCE MARK NO. 1 IS AT BOTTOM OF SMALL SAND HILL ABOUT 90
 NO0512'FEET WEST OF BOUNDARY MONUMENT 68-1/2 IN FENCE LINE.  DISTANCE
 NO0512'FROM STATION TO REFERENCE MARK NO. 1 SLOPE DISTANCE.
 NO0512'
 NO0512'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF BOUNDARY FENCE ON A
 NO0512'SMALL SAND HILL AND IS NORTHEAST BY NORTH FROM BOUNDARY MONUMENT
 NO0512'68 1/2.
 NO0512'
 NO0512'REFERENCE MARK BOUNDARY MONUMENT 68-1/2 IS A GRANITE POST ABOUT
 NO0512'10 INCHES SQUARE.  IT HAS BEEN SET 5 FEET IN GROUND IN CONCRETE.
 NO0512'DISTANCES WERE MEASURED TO A CHISELED CROSS ON TOP.
 NO0512'
 NO0512'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0512'BRONZE DISKS SET AS DESCRIBED.
 NO0512'
 NO0512'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METERS.
 NO0512
 NO0512                          STATION RECOVERY (1936)
 NO0512
 NO0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0512'STATION MARKS WERE RECOVERED AND REFERENCE MARK NO 1
 NO0512'AND THE BOUNDARY MARK BETWEEN SOUTH DAKOTA AND NEBRASKA, WITH
 NO0512'CROSS IN THE TOP OF A MARBLE SLAB, WHICH WAS USED AS REFERENCE
 NO0512'MARK NO. 2 WERE ALSO RECOVERED AND THE DISTANCES AND DIRECTIONS
 NO0512'CHECKED.  THERE WAS A SMALL DISCREPANCY IN THE DISTANCES TO THE
 NO0512'REFERENCE MARKS.  NO CHECK WAS MADE ON THE AZIMUTH MARK.  THE
 NO0512'DESCRIPTION TO THE STATION WAS BOTH INCOMPLETE AND INACCURATE.
 NO0512'
 NO0512'THE STATION IS LOCATED IN SEC. 17, T. 35 N. R. 31 W., ON A
 NO0512'HIGH SAND HILL ABOUT 7 MILES NORTH AND WEST OF KILGORE, NEBRASKA.
 NO0512'68.03 FEET WEST-NORTHWEST OF BOUNDARY MONUMENT 68-1/2 (A BOUNDARY
 NO0512'MONUMENT BETWEEN SOUTH DAKOTA AND NEBRASKA) 6 PACES NORTH OF
 NO0512'A SECTION-LINE FENCE WHICH RUNS EAST-AND-WEST A LITTLE NORTH OF
 NO0512'THE STATE LINE.
 NO0512'
 NO0512'TO REACH THE STATION FROM KILGORE GO NORTH ON THE KILGORE-ST.
 NO0512'FRANCIS ROAD 3.2 MILES TO A DIRT ROAD NORTH AND LEAVING A RIGHT
 NO0512'HAND CURVE, TAKE THIS ROAD PASSING OVER A CATTLE GUARD AND TAKING
 NO0512'THE LEFT FORK OF A Y-ROAD, IN A WESTERLY DIRECTION 0.70 MILE
 NO0512'TO A CATTLE GUARD, PASS OVER THIS CATTLE GUARD AND GO NORTH AND
 NO0512'WEST 1.10 MILE TO A T-ROAD NORTH AND A WIRE GATE WEST, PASS
 NO0512'THROUGH THE GATE AND GO WEST 0.55 MILE TO ANOTHER WIRE GATE,
 NO0512'PASS THROUGH THE GATE AND GO WEST ON FIELD ROAD 1.15 MILES.
 NO0512'HERE LEAVE THE ROAD AND CLIMB TO HIGHER GROUND AND THE
 NO0512'STATION ON THE HIGHEST SAND HILL IN VICINITY ABOUT 0.3 MILE
 NO0512'SOUTHEAST OF THE POINT WHERE YOU LEAVE THE ROAD.
 NO0512'
 NO0512'REFERENCE MARK NO. 1 IS 70.31 FEET WEST-SOUTHWEST OF THE STATION
 NO0512'AND 127.80 FEET FROM REFERENCE MARK NO. 2.
 NO0512'
 NO0512'REFERENCE MARK NO. 2 (BOUNDARY MONUMENT 68 1/2) IS 68.03 FEET
 NO0512'EAST-SOUTHEAST OF THE STATION.
 NO0512'
 NO0512'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF THE SECTION FENCE, ON
 NO0512'A SMALL SAND HILL, NORTHEAST BY NORTH OF BOUNDARY MONUMENT 68
 NO0512'1/2.
 NO0512'
 NO0512'ALL LINES WERE VISIBLE FROM THIS STATION FROM A 4-FOOT STAND.
 NO0512
 NO0512                          STATION RECOVERY (1949)
 NO0512
 NO0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0512'THE STATION, REFERENCE MARK NO 1,
 NO0512'BDY MON. 68-1/2 (REFERENCE MARK NO 2) (NOTE, SEE BELOW) AND
 NO0512'AZIMUTH MARK, RECOVERED AS DESCRIBED AND FOUND IN
 NO0512'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0512'
 NO0512'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF KILGORE,
 NO0512'NEBRASKA ON THE SUMMIT OF A HIGH SAND RIDGE IN A PASTURE.  IT
 NO0512'IS 36.1 FEET NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, 15.8
 NO0512'FEET NORTH OF EAST-WEST FENCE LINE AND 1-1/2 FEET SOUTH OF WITNESS
 NO0512'POST.  IT IS STAMPED BDY MON. 68-1/2 ECC 1933 AND PROJECTS 4
 NO0512'INCHES.
 NO0512'
 NO0512'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION AND ABOUT
 NO0512'6 FEET LOWER IN ELEVATION THAT STATION MARK, SET 6 INCHES
 NO0512'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BDY MON 68-1/2
 NO0512'ECC NO 1 1933 AND PROJECTS 5 INCHES.
 NO0512'
 NO0512'REFERENCE MARK NO 2 IS THE STATE LINE BDY MON. 68 1/2.  IT IS
 NO0512'SOUTHEAST OF THE STATION, 20.3 FEET SOUTH OF EAST-WEST FENCE
 NO0512'LINE.  IT IS AN 8 BY 8 INCH GRANITE POST PROJECTING 2-1/2 FEET
 NO0512'WITH A CROSS IN THE CENTER OF THE TOP THE LETTER N CARVED ON
 NO0512'THE SOUTH SIDE, S.D. ON THE NORTH SIDE AND 68-1/2 M ON THE EAST
 NO0512'SIDE.
 NO0512'
 NO0512'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF THE
 NO0512'STATION, SET ON THE HIGH POINT OF A SMALL SAND HILL, 1 FOOT SOUTH
 NO0512'OF WITNESS POST.  IT IS STAMPED BDY MON. 68-1/2 ECC 1933 AND
 NO0512'PROJECTS 5 INCHES.
 NO0512'
 NO0512'TO REACH THE STATION FROM THE CROSS-STREETS JUST NORTH OF THE POST
 NO0512'OFFICE IN KILGORE, GO EAST AND NORTH ON MAIN ROAD FOR 3.2
 NO0512'MILES TO WHERE ROAD MAKES A RIGHT TURN AND CATTLE GUARD ON
 NO0512'LEFT, CROSS CATTLE GUARD AND FOLLOW LEFT FORK WEST AND NORTHWEST
 NO0512'FOR 1.6 MILES TO CATTLE GUARD, CROSS CATTLE GUARD, TURN LEFT AND
 NO0512'FOLLOW MAIN ROAD WEST FOR 0.35 MILE TO WHERE ROAD TURN RIGHT,
 NO0512'CONTINUE WEST THROUGH THE NORTH ONE OF TWO GATES (TRIANGLE
 NO0512'BLAZE ON THE NORTH GATE POST) ACROSS PASTURE FOR 0.55 MILE TO
 NO0512'GATE IN NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AND CONTINUE
 NO0512'WEST ON TRACK ROAD FOR 1.05 MILES TO TOP OF SMALL RIDGE.
 NO0512'(FROM THIS POINT CONTINUE WEST FOR 0.2 MILE, TURN RIGHT AND
 NO0512'GO NORTH ACROSS PASTURE FOR 0.2 MILE TO THE AZIMUTH MARK AS
 NO0512'DESCRIBED), TURN LEFT AND FOLLOW RIDGE SOUTH-SOUTHEAST UP
 NO0512'HILL FOR 0.4 MILE TO EAST-WEST FENCE LINE AND STATION AS
 NO0512'DESCRIBED.
 NO0512'
 NO0512'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NO0512
 NO0512                          STATION RECOVERY (1967)
 NO0512
 NO0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (EDJ)
 NO0512'THE AZIMUTH MARK FOR THIS STATION HAS BEEN DESTROYED.  THE SAND
 NO0512'AROUND HAS BLOWN AWAY LETTING THE MARK FALL ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NO0513 ***********************************************************************
 NO0513  DESIGNATION -  BOUNDARY MON 68 1/2 NE SD
 NO0513  PID         -  NO0513
 NO0513  STATE/COUNTY-  SD/TODD
 NO0513  COUNTRY     -  US
 NO0513  USGS QUAD   -  KILGORE (2017)
 NO0513
 NO0513                         *CURRENT SURVEY CONTROL
 NO0513  ______________________________________________________________________
 NO0513* NAD 83(1996) POSITION- 42 59 52.67763(N) 100 59 51.11471(W)   ADJUSTED
 NO0513* NAVD 88 ORTHO HEIGHT -   926.1   (meters)     3038.    (feet) VERTCON3
 NO0513  ______________________________________________________________________
 NO0513  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 NO0513  LAPLACE CORR    -         -5.98  (seconds)                    DEFLEC18
 NO0513  HORZ ORDER      -  SECOND
 NO0513
 NO0513.The horizontal coordinates were established by classical geodetic methods
 NO0513.and adjusted by the National Geodetic Survey in January 1998.
 NO0513
 NO0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0513
 NO0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0513.GEOID18 height accuracy estimate available here.
 NO0513
 NO0513.Click photographs - Photos may exist for this station.
 NO0513
 NO0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0513
 NO0513. The following values were computed from the NAD 83(1996) position.
 NO0513
 NO0513;                    North         East     Units Scale Factor Converg.
 NO0513;SPC SD S     -    74,051.741   545,841.291   MT  0.99996509   -0 27 29.5
 NO0513;SPC SD S     -   242,951.42  1,790,814.30   sFT  0.99996509   -0 27 29.5
 NO0513;UTM  14      - 4,762,524.972   337,176.740   MT  0.99992615   -1 21 45.2
 NO0513
 NO0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0513!SPC SD S     -   0.99985808  x   0.99996509  =   0.99982317
 NO0513!UTM  14      -   0.99985808  x   0.99992615  =   0.99978424
 NO0513
 NO0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3717662524(NAD 83)
 NO0513
 NO0513                          SUPERSEDED SURVEY CONTROL
 NO0513
 NO0513  NAD 83(1995)-  42 59 52.67751(N)    100 59 51.11454(W) AD(       ) 2
 NO0513  NAD 83(1986)-  42 59 52.67547(N)    100 59 51.12494(W) AD(       ) 2
 NO0513  NAD 27      -  42 59 52.65100(N)    100 59 49.57900(W) AD(       ) 2
 NO0513  NGVD 29 (07/19/86)  925.8    (m)         3037.     (f) VERT ANG       
 NO0513
 NO0513.Superseded values are not recommended for survey control.
 NO0513
 NO0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0513.See file dsdata.pdf to determine how the superseded data were derived.
 NO0513
 NO0513_MARKER: 71 = BOUNDARY MONUMENT
 NO0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0513
 NO0513  HISTORY     - Date     Condition        Report By
 NO0513  HISTORY     - 1933     FIRST OBSERVED   CGS
 NO0513
 NO0513                          STATION DESCRIPTION
 NO0513
 NO0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0513'ABOUT 4 MILES NORTHEAST OF KILGORE, NEBRASKA IN SOUTH EDGE OF
 NO0513'FRACTIONAL SEC. 17, T. 35 N., R. 31 W., ON SUMMIT OF HIGH SAND
 NO0513'RIDGE 20 YARDS NORTHWEST OF BOUNDARY MON. 68 1/2.
 NO0513'
 NO0513'FROM KILGORE GO NORTH 3.25 MILES ON ST. FRANCIS ROAD.  LEAVE
 NO0513'MAIN ROAD HERE AND GO NORTH AND WEST TO STATION.
 NO0513'
 NO0513'REFERENCE MARK BOUNDARY MONUMENT 68-1/2 IS A GRANITE POST ABOUT
 NO0513'10 INCHES SQUARE.  IT HAS BEEN SET 5 FEET IN GROUND IN CONCRETE.
 NO0513'DISTANCES WERE MEASURED TO A CHISELED CROSS ON TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0443 ***********************************************************************
 PV0443  DESIGNATION -  BOUNDARY MON SE CORNER MT
 PV0443  PID         -  PV0443
 PV0443  STATE/COUNTY-  SD/BUTTE
 PV0443  COUNTRY     -  US
 PV0443  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0443
 PV0443                         *CURRENT SURVEY CONTROL
 PV0443  ______________________________________________________________________
 PV0443* NAD 83(1996) POSITION- 44 59 53.16884(N) 104 02 22.79355(W)   ADJUSTED
 PV0443* NAVD 88 ORTHO HEIGHT -  1027.5   (meters)     3371.    (feet) VERTCON3
 PV0443  ______________________________________________________________________
 PV0443  GEOID HEIGHT    -        -15.497 (meters)                     GEOID18
 PV0443  LAPLACE CORR    -         -7.49  (seconds)                    DEFLEC18
 PV0443  HORZ ORDER      -  SECOND
 PV0443
 PV0443.The horizontal coordinates were established by classical geodetic methods
 PV0443.and adjusted by the National Geodetic Survey in January 1998.
 PV0443
 PV0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0443
 PV0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0443.GEOID18 height accuracy estimate available here.
 PV0443
 PV0443.Click photographs - Photos may exist for this station.
 PV0443
 PV0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0443
 PV0443. The following values were computed from the NAD 83(1996) position.
 PV0443
 PV0443;                    North         East     Units Scale Factor Converg.
 PV0443;SPC SD N     -   137,376.769   281,626.116   MT  0.99993954   -2 51 32.5
 PV0443;SPC SD N     -   450,710.28    923,968.35   sFT  0.99993954   -2 51 32.5
 PV0443;SPC WY E     -   500,271.488   288,857.913   MT  1.00003455   +0 47 49.0
 PV0443;SPC WY E     - 1,641,307.37    947,694.67   sFT  1.00003455   +0 47 49.0
 PV0443;UTM  13      - 4,983,188.155   575,691.602   MT  0.99967045   +0 40 44.6
 PV0443
 PV0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0443!SPC SD N     -   0.99984135  x   0.99993954  =   0.99978090
 PV0443!SPC WY E     -   0.99984135  x   1.00003455  =   0.99987590
 PV0443!UTM  13      -   0.99984135  x   0.99967045  =   0.99951186
 PV0443
 PV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7569183188(NAD 83)
 PV0443
 PV0443                          SUPERSEDED SURVEY CONTROL
 PV0443
 PV0443  NAD 83(1993)-  44 59 53.16507(N)    104 02 22.78871(W) AD(       ) 2
 PV0443  NAD 83(1986)-  44 59 53.15453(N)    104 02 22.78297(W) AD(       ) 2
 PV0443  NAD 27      -  44 59 53.19000(N)    104 02 21.01000(W) AD(       ) 2
 PV0443  USSD        -  44 59 53.73900(N)    104 02 20.68100(W) AD(       ) 3
 PV0443  NGVD 29 (07/19/86) 1027.0    (m)         3369.     (f) VERT ANG       
 PV0443
 PV0443.Superseded values are not recommended for survey control.
 PV0443
 PV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0443.See file dsdata.pdf to determine how the superseded data were derived.
 PV0443
 PV0443_MARKER: 71 = BOUNDARY MONUMENT
 PV0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0443+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PV0443
 PV0443  HISTORY     - Date     Condition        Report By
 PV0443  HISTORY     - 1912     FIRST OBSERVED   CGS
 PV0443  HISTORY     - 20110822 GOOD             GEOCAC
 PV0443
 PV0443                          STATION DESCRIPTION
 PV0443
 PV0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 PV0443'GRANITE POST 11 INCHES SQUARE, PROJECTING ABOUT 2-1/2 FEET
 PV0443'ABOVE GROUND, 271.66 METERS (891.3 FEET) N 63 DEG 41 MIN E.
 PV0443'FROM STATION SOUTHEAST CORNER MONTANA, BOUNDARY
 PV0443'MONUMENT ECCENTRIC.
 PV0443
 PV0443                          STATION RECOVERY (2011)
 PV0443
 PV0443'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PV0443'IN 1993 A CONCRETE PAD, INFORMATION PLAQUE AND CATTLE ENCLOSURE WERE
 PV0443'PLACE AT THE CORNERSTONE.  AT THE SAME TIME THREE REFERENCE OBJECTS,
 PV0443'BLM CADASTRAL SURVEY DISKS SET IN NEAR FLUSH CONCRETE POSTS, WERE
 PV0443'PLACE THIRTY THREE FT EAST, SOUTH AND NORTHWEST OF THE CORNER.
 PV0443'STAMPING READS MONTANA (OR SOUTH DAKOTA) '33.0 FT. TO COR.' 19'93' AND
 PV0443''RM' AT THE TAIL OF A DIRECTIONAL ARROW.
 PV0443'ENCLOSURE REQUIRED AND RECEIVED A SMALL AMOUNT OF REPAIR. BE PREPARED
 PV0443'TO CLIMB OVER A HEAVY WIRE STOCK PANEL TO OCCUPY THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0444 ***********************************************************************
 PV0444  DESIGNATION -  BOUNDARY MON SE CORNER MT ECC
 PV0444  PID         -  PV0444
 PV0444  STATE/COUNTY-  SD/BUTTE
 PV0444  COUNTRY     -  US
 PV0444  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0444
 PV0444                         *CURRENT SURVEY CONTROL
 PV0444  ______________________________________________________________________
 PV0444* NAD 83(1996) POSITION- 44 59 49.26687(N) 104 02 33.91066(W)   ADJUSTED
 PV0444* NAVD 88 ORTHO HEIGHT -  1036.6   (meters)     3401.    (feet) VERTCON3
 PV0444  ______________________________________________________________________
 PV0444  GEOID HEIGHT    -        -15.487 (meters)                     GEOID18
 PV0444  LAPLACE CORR    -         -7.45  (seconds)                    DEFLEC18
 PV0444  HORZ ORDER      -  SECOND
 PV0444
 PV0444.The horizontal coordinates were established by classical geodetic methods
 PV0444.and adjusted by the National Geodetic Survey in January 1998.
 PV0444
 PV0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0444
 PV0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0444.GEOID18 height accuracy estimate available here.
 PV0444
 PV0444.Click photographs - Photos may exist for this station.
 PV0444
 PV0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0444
 PV0444. The following values were computed from the NAD 83(1996) position.
 PV0444
 PV0444;                    North         East     Units Scale Factor Converg.
 PV0444;SPC SD N     -   137,268.622   281,376.928   MT  0.99993956   -2 51 40.4
 PV0444;SPC SD N     -   450,355.47    923,150.80   sFT  0.99993956   -2 51 40.4
 PV0444;SPC WY E     -   500,147.660   288,616.105   MT  1.00003403   +0 47 41.1
 PV0444;SPC WY E     - 1,640,901.11    946,901.34   sFT  1.00003403   +0 47 41.1
 PV0444;UTM  13      - 4,983,064.869   575,449.628   MT  0.99967000   +0 40 36.7
 PV0444
 PV0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0444!SPC SD N     -   0.99983993  x   0.99993956  =   0.99977950
 PV0444!SPC WY E     -   0.99983993  x   1.00003403  =   0.99987395
 PV0444!UTM  13      -   0.99983993  x   0.99967000  =   0.99950998
 PV0444
 PV0444:                Primary Azimuth Mark                     Grid Az
 PV0444:SPC SD N     -  SUNDANCE                                 212 20 52.5
 PV0444:SPC WY E     -  SUNDANCE                                 208 41 31.0
 PV0444:UTM  13      -  SUNDANCE                                 208 48 35.4
 PV0444
 PV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7544983064(NAD 83)
 PV0444
 PV0444|---------------------------------------------------------------------|
 PV0444| PID    Reference Object                     Distance      Geod. Az  |
 PV0444|                                                           dddmmss.s |
 PV0444| PV0498 SUNDANCE                            APPROX.66.0 KM 2092912.1 |
 PV0444|---------------------------------------------------------------------|
 PV0444
 PV0444                          SUPERSEDED SURVEY CONTROL
 PV0444
 PV0444  NAD 83(1993)-  44 59 49.26312(N)    104 02 33.90583(W) AD(       ) 2
 PV0444  NAD 83(1986)-  44 59 49.25257(N)    104 02 33.90006(W) AD(       ) 2
 PV0444  NAD 27      -  44 59 49.29200(N)    104 02 32.12500(W) AD(       ) 2
 PV0444  USSD        -  44 59 49.83700(N)    104 02 31.79800(W) AD(       ) 3
 PV0444  NGVD 29 (07/19/86) 1036.1    (m)         3399.     (f) VERT ANG       
 PV0444
 PV0444.Superseded values are not recommended for survey control.
 PV0444
 PV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0444.See file dsdata.pdf to determine how the superseded data were derived.
 PV0444
 PV0444_MARKER: DS = TRIANGULATION STATION DISK
 PV0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0444_MARK LOGO: CGS
 PV0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0444+STABILITY: SURFACE MOTION
 PV0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0444+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PV0444
 PV0444  HISTORY     - Date     Condition        Report By
 PV0444  HISTORY     - 1912     MONUMENTED       CGS
 PV0444  HISTORY     - 20010727 GOOD             INDIV
 PV0444  HISTORY     - 20110822 GOOD             GEOCAC
 PV0444
 PV0444                          STATION DESCRIPTION
 PV0444
 PV0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 PV0444'ON NORTHEASTERN GENTLE SLOPE OF RIDGE 1/2 MILE EAST OF POINT ON
 PV0444'HASH KNIFE WAGON ROAD WHERE IT CROSSES MONTANA-SOUTH DAKOTA
 PV0444'STATE LINE.  SURFACE MARK IS STANDARD STATION DISK IN
 PV0444'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT
 PV0444'3 INCHES ABOVE GROUND.  UNDERGROUND MARK IS BRASS BOLT IN
 PV0444'CONCRETE BLOCK.  SOUTHEAST CORNER MONTANA, BOUNDARY MONUMENT,
 PV0444'MARKED BY GRANITE POST 11 INCHES SQUARE, PROJECTING ABOUT 2-1/2
 PV0444'FEET, IS 271.66 METERS (891.3 FEET) FROM STATION N 63 DEG 41 MIN E.
 PV0444
 PV0444                          STATION RECOVERY (2001)
 PV0444
 PV0444'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CRS)
 PV0444'RECOVERED IN GOOD CONDITION.
 PV0444
 PV0444                          STATION RECOVERY (2011)
 PV0444
 PV0444'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PV0444'NEARBY MONTANA AND SOUTH DAKOTA COUNTY ROAD IS THE ALBION RD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0816 ***********************************************************************
 NN0816  DESIGNATION -  BOUNDARY MP 11 1/2 NE SD
 NN0816  PID         -  NN0816
 NN0816  STATE/COUNTY-  SD/GREGORY
 NN0816  COUNTRY     -  US
 NN0816  USGS QUAD   -  MILLS (2017)
 NN0816
 NN0816                         *CURRENT SURVEY CONTROL
 NN0816  ______________________________________________________________________
 NN0816* NAD 83(1996) POSITION- 42 59 52.79791(N) 099 25 24.51035(W)   ADJUSTED
 NN0816* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 NN0816  ______________________________________________________________________
 NN0816  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 NN0816  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 NN0816  HORZ ORDER      -  SECOND
 NN0816
 NN0816.The horizontal coordinates were established by classical geodetic methods
 NN0816.and adjusted by the National Geodetic Survey in January 1998.
 NN0816
 NN0816.The orthometric height was scaled from a topographic map.
 NN0816
 NN0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0816.GEOID18 height accuracy estimate available here.
 NN0816
 NN0816.Click photographs - Photos may exist for this station.
 NN0816
 NN0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0816
 NN0816. The following values were computed from the NAD 83(1996) position.
 NN0816
 NN0816;                    North         East     Units Scale Factor Converg.
 NN0816;SPC SD S     -    74,245.265   674,189.053   MT  0.99996508   +0 37 39.6
 NN0816;SPC SD S     -   243,586.34  2,211,901.92   sFT  0.99996508   +0 37 39.6
 NN0816;UTM  14      - 4,760,679.629   465,482.101   MT  0.99961466   -0 17 19.7
 NN0816
 NN0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0816!SPC SD S     -   0.99989755  x   0.99996508  =   0.99986264
 NN0816!UTM  14      -   0.99989755  x   0.99961466  =   0.99951225
 NN0816
 NN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6548260679(NAD 83)
 NN0816
 NN0816                          SUPERSEDED SURVEY CONTROL
 NN0816
 NN0816  NAD 83(1995)-  42 59 52.79783(N)    099 25 24.51046(W) AD(       ) 2
 NN0816  NAD 83(1986)-  42 59 52.80485(N)    099 25 24.51853(W) AD(       ) 2
 NN0816  NAD 27      -  42 59 52.80100(N)    099 25 23.13400(W) AD(       ) 2
 NN0816
 NN0816.Superseded values are not recommended for survey control.
 NN0816
 NN0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0816.See file dsdata.pdf to determine how the superseded data were derived.
 NN0816
 NN0816_MARKER: 71 = BOUNDARY MONUMENT
 NN0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0816
 NN0816  HISTORY     - Date     Condition        Report By
 NN0816  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0816
 NN0816                          STATION DESCRIPTION
 NN0816
 NN0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0816'SAID MARK IS ON THE SOUTH DAKOTA-NEBRASKA STATE LINE, ABOUT
 NN0816'0.75 MILE EAST OF MAIN ROAD BETWEEN GREGORY, SOUTH DAKOTA AND
 NN0816'MILLS, NEBRASKA, ON THE SOUTHEAST SIDE OF PROMINENT BUTTE,
 NN0816'ABOUT 15 FEET BELOW HIGHEST POINT.  MARK IS RED GRANITE POST
 NN0816'ABOUT 12 INCHES SQUARE AND 6 INCHES LONG, PROJECTS 3 FEET
 NN0816'ABOVE SURFACE AND WAS FOUND IN VERY GOOD SHAPE.  MARK WAS NOT
 NN0816'VISIBLE FROM GROUND, SO A NAIL DRIVEN IN A POST WAS PLUMBED
 NN0816'OVER THE MARK AND TIE WAS MADE IN THIS MANNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0453 ***********************************************************************
 PV0453  DESIGNATION -  BOUNDARY MP 117 SD WY
 PV0453  PID         -  PV0453
 PV0453  STATE/COUNTY-  SD/BUTTE
 PV0453  COUNTRY     -  US
 PV0453  USGS QUAD   -  SLAUGHTER RESERVOIR (2017)
 PV0453
 PV0453                         *CURRENT SURVEY CONTROL
 PV0453  ______________________________________________________________________
 PV0453* NAD 83(1996) POSITION- 44 41 28.28471(N) 104 03 21.06246(W)   ADJUSTED
 PV0453* NAVD 88 ORTHO HEIGHT -  1032.    (meters)     3386.    (feet) SCALED
 PV0453  ______________________________________________________________________
 PV0453  GEOID HEIGHT    -        -14.884 (meters)                     GEOID18
 PV0453  LAPLACE CORR    -         -8.02  (seconds)                    DEFLEC18
 PV0453  HORZ ORDER      -  SECOND
 PV0453
 PV0453.The horizontal coordinates were established by classical geodetic methods
 PV0453.and adjusted by the National Geodetic Survey in January 1998.
 PV0453
 PV0453.The orthometric height was scaled from a topographic map.
 PV0453
 PV0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0453.GEOID18 height accuracy estimate available here.
 PV0453
 PV0453.Click photographs - Photos may exist for this station.
 PV0453
 PV0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0453
 PV0453. The following values were computed from the NAD 83(1996) position.
 PV0453
 PV0453;                    North         East     Units Scale Factor Converg.
 PV0453;SPC SD N     -   103,378.384   278,643.625   MT  0.99995874   -2 52 13.7
 PV0453;SPC SD N     -   339,167.25    914,183.29   sFT  0.99995874   -2 52 13.7
 PV0453;SPC WY E     -   466,149.178   288,048.079   MT  1.00003280   +0 46 52.6
 PV0453;SPC WY E     - 1,529,357.76    945,037.74   sFT  1.00003280   +0 46 52.6
 PV0453;UTM  13      - 4,949,079.999   574,812.083   MT  0.99966882   +0 39 50.5
 PV0453
 PV0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0453!SPC SD N     -   0.99984063  x   0.99995874  =   0.99979937
 PV0453!SPC WY E     -   0.99984063  x   1.00003280  =   0.99987342
 PV0453!UTM  13      -   0.99984063  x   0.99966882  =   0.99950950
 PV0453
 PV0453:                Primary Azimuth Mark                     Grid Az
 PV0453:SPC SD N     -  BOUNDARY MP 117 AZ MK                    091 59 22.7
 PV0453:SPC WY E     -  BOUNDARY MP 117 AZ MK                    088 20 16.4
 PV0453:UTM  13      -  BOUNDARY MP 117 AZ MK                    088 27 18.5
 PV0453
 PV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7481249079(NAD 83)
 PV0453
 PV0453|---------------------------------------------------------------------|
 PV0453| PID    Reference Object                     Distance      Geod. Az  |
 PV0453|                                                           dddmmss.s |
 PV0453| CP9591 BOUNDARY MP 117 AZ MK                              0890709.0 |
 PV0453| CP9592 BOUNDARY MP 117 RM 1                 10.514 METERS 22049     |
 PV0453| CP9593 BOUNDARY MP 117 RM 2                 13.529 METERS 31818     |
 PV0453|---------------------------------------------------------------------|
 PV0453
 PV0453                          SUPERSEDED SURVEY CONTROL
 PV0453
 PV0453  NAD 83(1993)-  44 41 28.28004(N)    104 03 21.06504(W) AD(       ) 2
 PV0453  NAD 83(1986)-  44 41 28.27285(N)    104 03 21.05643(W) AD(       ) 2
 PV0453  NAD 27      -  44 41 28.33130(N)    104 03 19.29000(W) AD(       ) 2
 PV0453
 PV0453.Superseded values are not recommended for survey control.
 PV0453
 PV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0453.See file dsdata.pdf to determine how the superseded data were derived.
 PV0453
 PV0453_MARKER: 71 = BOUNDARY MONUMENT
 PV0453
 PV0453  HISTORY     - Date     Condition        Report By
 PV0453  HISTORY     - 1949     FIRST OBSERVED   CGS
 PV0453  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PV0453
 PV0453                          STATION DESCRIPTION
 PV0453
 PV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0453'STATION IS LOCATED ON THE ROAD RIGHT-OF-WAY, ABOUT 12.5 MILES
 PV0453'WEST OF BELLE FOURCHE, SOUTH DAKOTA, ON THE WYOMING-SOUTH DAKOTA
 PV0453'BOUNDARY LINE, 33 FEET SOUTHWEST OF A RIGHT TURN IN ROAD, AND
 PV0453'24 FEET NORTH OF A WITNESS POST.
 PV0453'
 PV0453'TO REACH FROM THE BUTTE COUNTY COURTHOUSE IN BELLE FOURCHE, GO
 PV0453'SOUTH ON U.S. HIGHWAY 85 FOR 0.45 MILE TO A SIDE ROAD RIGHT.
 PV0453'TURN RIGHT ON GRAVELED ROAD AND GO WEST FOR 1.75 MILES TO A FORK.
 PV0453'BEAR RIGHT AND GO 10.1 MILES TO THE AZIMUTH MARK ON RIGHT.
 PV0453'CONTINUE FOR 0.4 MILE TO THE STATION ON LEFT.
 PV0453'
 PV0453'STATION MARK IS A 12 X 12-INCH RED GRANITE, BOUNDARY LINE POST
 PV0453'PROJECTING 3 FEET.  CHISELED ON THE NORTH SIDE OF THE POST IS
 PV0453'1904.  ON THE EAST SIDE, S.D.  ON THE SOUTH, M 117.  AND ON THE
 PV0453'WEST, WYO.
 PV0453'
 PV0453'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12 X
 PV0453'12-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 PV0453'IS STAMPED BDY MON M-117 NO 1 1949.
 PV0453'
 PV0453'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0453'12 X 12-INCH CONCRETE POST.  THE MARK IS 1 FOOT EAST OF A WIRE
 PV0453'FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED BDY MON
 PV0453'M-117 NO 2 1949.
 PV0453'
 PV0453'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 PV0453'CONCRETE POST.  IT IS 30 FEET NORTH OF A GRAVELED ROAD AND 3
 PV0453'FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND
 PV0453'THE DISK IS STAMPED BDY MON M-117 1949.
 PV0453
 PV0453                          STATION RECOVERY (1962)
 PV0453
 PV0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PV0453'ALL MARKS WERE RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 PV0453'STATION MARK WERE FOUND IN GOOD CONDITION.  THE STATION MONUMENT
 PV0453'IS SLIGHTLY LOOSE AND CAN BE MOVED EASILY.  THE DISTANCE TO
 PV0453'REFERENCE MARK NO. 1 MISSED THE PREVIOUS DISTANCE BY 0.071 METER
 PV0453'AND THE DISTANCE TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS
 PV0453'DISTANCE BY 0.011 METER.  THE DIRECTION TO REFERENCE MARK NO. 2
 PV0453'MISSED THE PREVIOUS DIRECTION BY 24 MINUTES AND 38 SECONDS.
 PV0453'THE DIRECTION TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS
 PV0453'DIRECTION BY 8 MINUTES AND 41 SECONDS.  THE DIRECTION TO THE
 PV0453'AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY 17.9 SECONDS.
 PV0453'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 PV0453'
 PV0453'THE STATION IS 10-1/4 MILES WEST AND 1-1/2 MILES NORTH OF BELLE
 PV0453'FOURCHE, ON THE SOUTH RIGHT-OF-WAY OF A RIGHT ANGLE TURN IN A
 PV0453'GRAVEL ROAD, ON THE SOUTH DAKOTA-WYOMING BOUNDARY LINE.
 PV0453'
 PV0453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 PV0453'STATE HIGHWAY 34, APPROXIMATELY 1-1/2 MILES SOUTH OF BELLE FOURCHE,
 PV0453'GO WEST ON HIGHWAY 34 FOR 5.6 MILES TO A SIDE ROAD ON THE RIGHT.
 PV0453'TURN RIGHT AND GO NORTHERLY ON A GRAVEL ROAD FOR 1.6 MILES
 PV0453'TO A T-INTERSECTION.  TURN LEFT AND GO WEST, NORTH AND WEST ON
 PV0453'A GRAVEL ROAD FOR 5.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PV0453'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.4 MILE TO A POINT WHERE
 PV0453'THE ROAD TURNS TO THE RIGHT, A FARM ROAD AND WIRE GATE STRAIGHT
 PV0453'AHEAD, AND THE STATION ON THE LEFT.
 PV0453'
 PV0453'THE STATION IS AN X CHISLED IN THE TOP OF A RED GRANITE BOUNDARY
 PV0453'LINE POST WHICH PROJECTS ABOUT 3 FEET ABOVE THE SURFACE OF THE
 PV0453'GROUND.  CHISLED ON THE NORTH SIDE OF THE POST IS 1904.  ON
 PV0453'THE EAST SIDE OF THE POST IS S.D.  ON THE SOUTH SIDE OF THE POST
 PV0453'IS M 117, AND ON THE WEST SIDE OF THE POST IS WY.  THE STATION
 PV0453'IS 39 FEET NORTHEAST OF A METAL WITNESS POST AND T-FENCE CORNER,
 PV0453'31.5 FEET SOUTHEAST OF THE CENTER OF THE FARM ROAD AND WIRE
 PV0453'GATE, 26.5 FEET NORTH OF A FENCE, AND AT THE SOUTH EDGE OF THE
 PV0453'GRAVEL ROAD.
 PV0453'
 PV0453'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BDY. MON. M 117 NO 1
 PV0453'1949, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 PV0453'IT IS 35 FEET SOUTH OF THE CENTER OF THE FARM ROAD AND WIRE GATE,
 PV0453'8 FEET EAST OF THE METAL WITNESS POST AND T-FENCE CORNER, AND
 PV0453'4 FEET WEST OF THE CENTER OF A WIRE GATE IN THE EAST-WEST
 PV0453'FENCE.
 PV0453'
 PV0453'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BDY. MON. M 117
 PV0453'NO 2 1949, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 PV0453'INCHES.  IT IS 58 FEET NORTH OF THE WITNESS POST AND T-FENCE
 PV0453'CORNER, 33 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 25.5 FEET
 PV0453'NORTH OF THE CENTER OF THE FARM ROAD AND WIRE GATE, AND 1 FOOT
 PV0453'EAST OF THE FENCE.
 PV0453'
 PV0453'AZIMUTH MARK, A STANDARD DISK STAMPED BDY. MON. M 117 1949, IS
 PV0453'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 PV0453'29 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 3 FEET WEST OF
 PV0453'A WOODEN WITNESS, 1.3 FEET WEST OF A METAL WITNESS POST AND IN
 PV0453'THE FENCE LINE.  NOTE--REFERENCE MARKS WERE MEASURED
 PV0453'WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0653 ***********************************************************************
 QR0653  DESIGNATION -  BOUNDARY MP 123 ND SD
 QR0653  PID         -  QR0653
 QR0653  STATE/COUNTY-  SD/MCPHERSON
 QR0653  COUNTRY     -  US
 QR0653  USGS QUAD   -  LONG LAKE NE (2017)
 QR0653
 QR0653                         *CURRENT SURVEY CONTROL
 QR0653  ______________________________________________________________________
 QR0653* NAD 83(1996) POSITION- 45 56 24.08781(N) 099 06 35.05429(W)   ADJUSTED
 QR0653* NAVD 88 ORTHO HEIGHT -   619.    (meters)     2031.    (feet) SCALED
 QR0653  ______________________________________________________________________
 QR0653  GEOID HEIGHT    -        -23.390 (meters)                     GEOID18
 QR0653  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 QR0653  HORZ ORDER      -  SECOND
 QR0653
 QR0653.The horizontal coordinates were established by classical geodetic methods
 QR0653.and adjusted by the National Geodetic Survey in January 1998.
 QR0653
 QR0653.The orthometric height was scaled from a topographic map.
 QR0653
 QR0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0653.GEOID18 height accuracy estimate available here.
 QR0653
 QR0653.Click photographs - Photos may exist for this station.
 QR0653
 QR0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0653
 QR0653. The following values were computed from the NAD 83(1996) position.
 QR0653
 QR0653;                    North         East     Units Scale Factor Converg.
 QR0653;SPC SD N     -   234,495.086   669,039.887   MT  1.00005968   +0 37 48.3
 QR0653;SPC SD N     -   769,339.29  2,195,008.36   sFT  1.00005968   +0 37 48.3
 QR0653;UTM  14      - 5,087,389.680   491,493.611   MT  0.99960089   -0 04 43.9
 QR0653
 QR0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0653!SPC SD N     -   0.99990657  x   1.00005968  =   0.99996625
 QR0653!UTM  14      -   0.99990657  x   0.99960089  =   0.99950750
 QR0653
 QR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9149387389(NAD 83)
 QR0653
 QR0653                          SUPERSEDED SURVEY CONTROL
 QR0653
 QR0653  NAD 83(1986)-  45 56 24.09395(N)    099 06 35.04236(W) AD(       ) 2
 QR0653  NAD 27      -  45 56 24.19200(N)    099 06 33.64100(W) AD(       ) 2
 QR0653
 QR0653.Superseded values are not recommended for survey control.
 QR0653
 QR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0653.See file dsdata.pdf to determine how the superseded data were derived.
 QR0653
 QR0653_MARKER: 71 = BOUNDARY MONUMENT
 QR0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0653
 QR0653  HISTORY     - Date     Condition        Report By
 QR0653  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0653  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QR0653
 QR0653                          STATION DESCRIPTION
 QR0653
 QR0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0653'ORIGINAL DESCRIPTION NOT AVAILABLE.  MARK IS LOCATED ABOUT
 QR0653'13.0 MILES E AND 6.5 MILES S OF ASHLEY, NORTH DAKOTA, 45
 QR0653'FEET N OF FENCE, AND 25 FEET S OF FENCE.  STATION MARK IS
 QR0653'A 10- BY 10-INCH SQUARE RED GRANITE POST ABOUT 40 INCHES
 QR0653'HIGH AND INSCRIBED AS FOLLOWS--N SIDE-N.D., S SIDE-S.D,
 QR0653'E SIDE-123M.  NUMBER X WAS CUT IN TOP OF MONUMENT.
 QR0653'
 QR0653'TO REACH FROM JUNCTION OF STATE HIGHWAYS 11 AND 56, 21 MILES
 QR0653'E OF ASHLEY, NORTH DAKOTA, GO W ON STATE HIGHWAY 11, 3.4
 QR0653'MILES, THENCE LEFT, S, 6.3 MILES, THENCE RIGHT, W ALONG
 QR0653'BOUNDARY 5.0 MILES TO MARK.
 QR0653'
 QR0653'A CONNECTION WAS MADE TO TRIANGULATION STATION HOFFMAN.
 QR0653'IT IS 243.8 FEET S OF MONUMENT.*
 QR0653'
 QR0653'*NOT CORRECTED FOR SLOPE.
 QR0653
 QR0653                          STATION RECOVERY (1967)
 QR0653
 QR0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QR0653'THIS BOUNDARY MONUMENT WAS NOT RECOVERED AND IT HAD EVIDENTLY BEEN
 QR0653'REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0794 ***********************************************************************
 OT0794  DESIGNATION -  BOUNDARY MP 174 NE SD
 OT0794  PID         -  OT0794
 OT0794  STATE/COUNTY-  SD/FALL RIVER
 OT0794  COUNTRY     -  US
 OT0794  USGS QUAD   -  HEINNE CREEK (2017)
 OT0794
 OT0794                         *CURRENT SURVEY CONTROL
 OT0794  ______________________________________________________________________
 OT0794* NAD 83(1996) POSITION- 43 00 03.21241(N) 103 04 01.61701(W)   ADJUSTED
 OT0794* NAVD 88 ORTHO HEIGHT -  1030.    (meters)     3379.    (feet) SCALED
 OT0794  ______________________________________________________________________
 OT0794  GEOID HEIGHT    -        -17.648 (meters)                     GEOID18
 OT0794  LAPLACE CORR    -         -5.39  (seconds)                    DEFLEC18
 OT0794  HORZ ORDER      -  SECOND
 OT0794
 OT0794.The horizontal coordinates were established by classical geodetic methods
 OT0794.and adjusted by the National Geodetic Survey in January 1998.
 OT0794
 OT0794.The orthometric height was scaled from a topographic map.
 OT0794
 OT0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0794.GEOID18 height accuracy estimate available here.
 OT0794
 OT0794.Click photographs - Photos may exist for this station.
 OT0794
 OT0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0794
 OT0794. The following values were computed from the NAD 83(1996) position.
 OT0794
 OT0794;                    North         East     Units Scale Factor Converg.
 OT0794;SPC SD S     -    77,828.408   377,136.107   MT  0.99996454   -1 53 09.3
 OT0794;SPC SD S     -   255,342.04  1,237,320.71   sFT  0.99996454   -1 53 09.3
 OT0794;UTM  13      - 4,762,726.635   657,546.058   MT  0.99990535   +1 19 06.7
 OT0794
 OT0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0794!SPC SD S     -   0.99984134  x   0.99996454  =   0.99980588
 OT0794!UTM  13      -   0.99984134  x   0.99990535  =   0.99974670
 OT0794
 OT0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5754662726(NAD 83)
 OT0794
 OT0794                          SUPERSEDED SURVEY CONTROL
 OT0794
 OT0794  NAD 83(1995)-  43 00 03.21234(N)    103 04 01.61671(W) AD(       ) 2
 OT0794  NAD 83(1993)-  43 00 03.21051(N)    103 04 01.61424(W) AD(       ) 2
 OT0794  NAD 83(1986)-  43 00 03.19511(N)    103 04 01.60949(W) AD(       ) 2
 OT0794  NAD 27      -  43 00 03.28300(N)    103 03 59.92800(W) AD(       ) 2
 OT0794
 OT0794.Superseded values are not recommended for survey control.
 OT0794
 OT0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0794.See file dsdata.pdf to determine how the superseded data were derived.
 OT0794
 OT0794_MARKER: 71 = BOUNDARY MONUMENT
 OT0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0794
 OT0794  HISTORY     - Date     Condition        Report By
 OT0794  HISTORY     - 1941     FIRST OBSERVED   CGS
 OT0794
 OT0794                          STATION DESCRIPTION
 OT0794
 OT0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0794'THIS TRAVERSE STATION IS LOCATED ABOUT 12 MILES N BY W OF
 OT0794'CHADRON, 0.5 MILE N OF THE FARMHOUSE OF J.W. DAVIS, AND NEAR
 OT0794'THE NE CORNER OF SEC. 22, T. 35 N, R. 49 W.  IT IS 22.14 METERS
 OT0794'(72.64 FEET) W OF TRIANGULATION STATION COFFEE, 10 FEET W OF A
 OT0794'N-S TRACK ROAD AND 1 FOOT NE OF A FENCE CORNER.  IT IS A
 OT0794'10-INCH SQUARE GRANITE POST WHICH PROJECTS ABOUT 5 FEET ABOVE
 OT0794'THE SURFACE OF THE GROUND.  IT IS INSCRIBED WITH 174 M IN THE
 OT0794'E FACE, N IN THE S FACE AND S.D. IN THE N FACE.  IT WAS
 OT0794'FOUND TO BE TILTED ABOUT 18 INCHES TO THE SW AND THE
 OT0794'MEASUREMENT AND DIRECTION WERE TAKEN TO THE APPROXIMATE CENTER
 OT0794'OF THE BOTTOM OF THE MARK.  IT WAS LOCATED BY TRAVERSE
 OT0794'FROM STATION COFFEE.
 OT0794'
 OT0794'TO REACH FROM CHADRON GO W ON U.S. HIGHWAY 20 FOR 3.45 MILES
 OT0794'AND TURN RIGHT, N, ON STATE HIGHWAY 19.  GO 6.7 MILES AND
 OT0794'KEEP STRAIGHT AHEAD, N, WHERE THE HIGHWAY CURVES W.  GO 1.05
 OT0794'MILES AND KEEP RIGHT FORK, N.  GO 3.45 MILES, PASS THRU GATE
 OT0794'AND TAKE RIGHT FORK, NE.  GO 1.3 MILES TO THE FARMHOUSE OF
 OT0794'J.W. DAVIS ON THE W SIDE OF THE ROAD AND CONTINUE STRAIGHT
 OT0794'AHEAD, N.  GO 0.55 MILE TO THE STATION ON THE W SIDE OF
 OT0794'THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0799 ***********************************************************************
 OT0799  DESIGNATION -  BOUNDARY MP 183 NE SD
 OT0799  PID         -  OT0799
 OT0799  STATE/COUNTY-  SD/FALL RIVER
 OT0799  COUNTRY     -  US
 OT0799  USGS QUAD   -  OELRICHS SW (2017)
 OT0799
 OT0799                         *CURRENT SURVEY CONTROL
 OT0799  ______________________________________________________________________
 OT0799* NAD 83(1996) POSITION- 43 00 03.00312(N) 103 14 38.90272(W)   ADJUSTED
 OT0799* NAVD 88 ORTHO HEIGHT -  1068.    (meters)     3504.    (feet) SCALED
 OT0799  ______________________________________________________________________
 OT0799  GEOID HEIGHT    -        -17.151 (meters)                     GEOID18
 OT0799  LAPLACE CORR    -         -6.27  (seconds)                    DEFLEC18
 OT0799  HORZ ORDER      -  SECOND
 OT0799
 OT0799.The horizontal coordinates were established by classical geodetic methods
 OT0799.and adjusted by the National Geodetic Survey in January 1998.
 OT0799
 OT0799.The orthometric height was scaled from a topographic map.
 OT0799
 OT0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0799.GEOID18 height accuracy estimate available here.
 OT0799
 OT0799.Click photographs - Photos may exist for this station.
 OT0799
 OT0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0799
 OT0799. The following values were computed from the NAD 83(1996) position.
 OT0799
 OT0799;                    North         East     Units Scale Factor Converg.
 OT0799;SPC SD S     -    78,312.340   362,710.244   MT  0.99996455   -2 00 28.9
 OT0799;SPC SD S     -   256,929.74  1,189,991.86   sFT  0.99996455   -2 00 28.9
 OT0799;UTM  13      - 4,762,403.287   643,116.949   MT  0.99985198   +1 11 51.8
 OT0799
 OT0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0799!SPC SD S     -   0.99983530  x   0.99996455  =   0.99979985
 OT0799!UTM  13      -   0.99983530  x   0.99985198  =   0.99968730
 OT0799
 OT0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4311662403(NAD 83)
 OT0799
 OT0799                          SUPERSEDED SURVEY CONTROL
 OT0799
 OT0799  NAD 83(1993)-  43 00 03.00309(N)    103 14 38.90325(W) AD(       ) 2
 OT0799  NAD 83(1986)-  43 00 02.98242(N)    103 14 38.89042(W) AD(       ) 2
 OT0799  NAD 27      -  43 00 03.08300(N)    103 14 37.18500(W) AD(       ) 2
 OT0799
 OT0799.Superseded values are not recommended for survey control.
 OT0799
 OT0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0799.See file dsdata.pdf to determine how the superseded data were derived.
 OT0799
 OT0799_MARKER: 71 = BOUNDARY MONUMENT
 OT0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0799
 OT0799  HISTORY     - Date     Condition        Report By
 OT0799  HISTORY     - 1941     FIRST OBSERVED   CGS
 OT0799
 OT0799                          STATION DESCRIPTION
 OT0799
 OT0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0799'THIS TRAVERSE STATION IS LOCATED IN LOW PASTURE LAND ABOUT 1
 OT0799'MILE W OF WHERE NEBRASKA STATE HIGHWAY 19 CROSSES THE S
 OT0799'DAKOTA-NEBRASKA STATE LINE, IN THE NW 1/4 SEC. 21, T. 35 N,
 OT0799'R. 50 W, 1 MILE N AND 0.5 MILE W OF WAYSIDE, NEBRASKA.  IT IS
 OT0799'9.839 METERS (32.28 FEET) E OF STATION WAYSIDE.
 OT0799'
 OT0799'THE MONUMENT IS A 12- BY 12-INCH SQUARE STONE STANDING 4.6 FEET
 OT0799'HIGH.  SD IS CUT ON THE N SIDE.  N IS CUT ON THE S SIDE AND
 OT0799'183 M IS CUT ON THE E SIDE.
 OT0799'
 OT0799'TO REACH THE STATION FROM THE CHADRON, NEBRASKA POST OFFICE
 OT0799'GO W ON U.S. HIGHWAY 20 FOR 3.4 MILES, THEN TURN RIGHT (N) ON
 OT0799'NEBRASKA STATE HIGHWAY 19 FOR 17.35 MILES TO THE STATE LINE.
 OT0799'CONTINUE AHEAD ON SOUTH DAKOTA STATE HIGHWAY 79 FOR 0.15 MILE
 OT0799'THEN MAKE A SHARP TURN LEFT, GO THROUGH WIRE GATE AND ACROSS
 OT0799'PASTURE (S AND W) FOR 0.9 MILE TO THE STATION.
 OT0799'
 OT0799'POINT LOCATED WAS THE CENTER OF THE TOP OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0035 ***********************************************************************
 QS0035  DESIGNATION -  BOUNDARY MP 186 1/2 RM 2
 QS0035  PID         -  QS0035
 QS0035  STATE/COUNTY-  SD/CAMPBELL
 QS0035  COUNTRY     -  US
 QS0035  USGS QUAD   -  POLLOCK NW (2017)
 QS0035
 QS0035                         *CURRENT SURVEY CONTROL
 QS0035  ______________________________________________________________________
 QS0035* NAD 83(1986) POSITION- 45 56 36.45   (N) 100 25 48.29   (W)   HD_HELD1
 QS0035* NAVD 88 ORTHO HEIGHT -   515.448 (meters)     1691.10  (feet) ADJUSTED
 QS0035  ______________________________________________________________________
 QS0035  GEOID HEIGHT    -        -21.715 (meters)                     GEOID18
 QS0035  DYNAMIC HEIGHT  -        515.420 (meters)     1691.01  (feet) COMP
 QS0035  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 QS0035
 QS0035  VERT ORDER      -  FIRST     CLASS II
 QS0035
 QS0035.The horizontal coordinates were determined by differentially corrected
 QS0035.hand held GPS observations or other comparable positioning techniques
 QS0035.and have an estimated accuracy of +/- 3 meters.
 QS0035
 QS0035.The orthometric height was determined by differential leveling and
 QS0035.adjusted by the NATIONAL GEODETIC SURVEY
 QS0035.in June 1991.
 QS0035
 QS0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0035.GEOID18 height accuracy estimate available here.
 QS0035
 QS0035.Click photographs - Photos may exist for this station.
 QS0035
 QS0035.The dynamic height is computed by dividing the NAVD 88
 QS0035.geopotential number by the normal gravity value computed on the
 QS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0035.degrees latitude (g = 980.6199 gals.).
 QS0035
 QS0035.The modeled gravity was interpolated from observed gravity values.
 QS0035
 QS0035;                    North         East    Units  Estimated Accuracy
 QS0035;SPC SD N     -   234,585.8     566,648.8     MT  (+/- 3 meters HH1 GPS) 
 QS0035
 QS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8915388759(NAD 83)
 QS0035
 QS0035                          SUPERSEDED SURVEY CONTROL
 QS0035
 QS0035  NGVD 29 (??/??/92)  515.065  (m)         1689.84   (f) ADJ UNCH    1 2
 QS0035
 QS0035.Superseded values are not recommended for survey control.
 QS0035
 QS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0035.See file dsdata.pdf to determine how the superseded data were derived.
 QS0035
 QS0035_MARKER: DR = REFERENCE MARK DISK
 QS0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0035_STAMPING: BDY MON NO 2 186 1/2 1934
 QS0035_MARK LOGO: CGS
 QS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0035+STABILITY: SURFACE MOTION
 QS0035
 QS0035  HISTORY     - Date     Condition        Report By
 QS0035  HISTORY     - 1934     MONUMENTED       CGS
 QS0035  HISTORY     - 1949     GOOD             CGS
 QS0035  HISTORY     - 1961     GOOD             CGS
 QS0035
 QS0035                          STATION DESCRIPTION
 QS0035
 QS0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0035'8.8 MI NW FROM POLLOCK.
 QS0035'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0035'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 QS0035'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 QS0035'0.5 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST
 QS0035'ALONG A GRADED DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A GRADED
 QS0035'DIRT ROAD TO THE NORTH-SOUTH DAKOTA STATE LINE AND A ROAD
 QS0035'INTERSECTION, 34 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 QS0035'ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD DIVIDING NORTH
 QS0035'AND SOUTH DAKOTA, 8.0 FEET SOUTHEAST OF A FENCE CORNER POST, 1.2
 QS0035'FEET EAST OF A FENCE LINE, 1.7 FEET NORTH OF A REFERENCE POST,
 QS0035'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 QS0035'GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED
 QS0035'APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0035
 QS0035                          STATION RECOVERY (1961)
 QS0035
 QS0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 QS0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0800 ***********************************************************************
 OT0800  DESIGNATION -  BOUNDARY MP 192 NE SD
 OT0800  PID         -  OT0800
 OT0800  STATE/COUNTY-  SD/FALL RIVER
 OT0800  COUNTRY     -  US
 OT0800  USGS QUAD   -  BLACK BANKS CREEK WEST (2017)
 OT0800
 OT0800                         *CURRENT SURVEY CONTROL
 OT0800  ______________________________________________________________________
 OT0800* NAD 83(1996) POSITION- 43 00 02.91621(N) 103 25 16.16044(W)   ADJUSTED
 OT0800* NAVD 88 ORTHO HEIGHT -  1114.    (meters)     3655.    (feet) SCALED
 OT0800  ______________________________________________________________________
 OT0800  GEOID HEIGHT    -        -16.682 (meters)                     GEOID18
 OT0800  LAPLACE CORR    -         -7.57  (seconds)                    DEFLEC18
 OT0800  HORZ ORDER      -  SECOND
 OT0800
 OT0800.The horizontal coordinates were established by classical geodetic methods
 OT0800.and adjusted by the National Geodetic Survey in January 1998.
 OT0800
 OT0800.The orthometric height was scaled from a topographic map.
 OT0800
 OT0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0800.GEOID18 height accuracy estimate available here.
 OT0800
 OT0800.Click photographs - Photos may exist for this station.
 OT0800
 OT0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0800
 OT0800. The following values were computed from the NAD 83(1996) position.
 OT0800
 OT0800;                    North         East     Units Scale Factor Converg.
 OT0800;SPC SD S     -    78,830.768   348,286.206   MT  0.99996456   -2 07 48.5
 OT0800;SPC SD S     -   258,630.61  1,142,668.99   sFT  0.99996456   -2 07 48.5
 OT0800;UTM  13      - 4,762,114.161   628,688.472   MT  0.99980373   +1 04 37.0
 OT0800
 OT0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0800!SPC SD S     -   0.99982801  x   0.99996456  =   0.99979258
 OT0800!UTM  13      -   0.99982801  x   0.99980373  =   0.99963178
 OT0800
 OT0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2868862114(NAD 83)
 OT0800
 OT0800                          SUPERSEDED SURVEY CONTROL
 OT0800
 OT0800  NAD 83(1995)-  43 00 02.91624(N)    103 25 16.16038(W) AD(       ) 2
 OT0800  NAD 83(1993)-  43 00 02.91683(N)    103 25 16.15930(W) AD(       ) 2
 OT0800  NAD 83(1986)-  43 00 02.89399(N)    103 25 16.14652(W) AD(       ) 2
 OT0800  NAD 27      -  43 00 03.00100(N)    103 25 14.42400(W) AD(       ) 2
 OT0800
 OT0800.Superseded values are not recommended for survey control.
 OT0800
 OT0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0800.See file dsdata.pdf to determine how the superseded data were derived.
 OT0800
 OT0800_MARKER: 71 = BOUNDARY MONUMENT
 OT0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0800
 OT0800  HISTORY     - Date     Condition        Report By
 OT0800  HISTORY     - 1941     FIRST OBSERVED   CGS
 OT0800
 OT0800                          STATION DESCRIPTION
 OT0800
 OT0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0800'THIS TRAVERSE STATION IS ABOUT 10 MILES W OF WAYSIDE, ON PROPERTY
 OT0800'OF JOHN DELFELDER IN SEC. 23, T. 35 N, R. 52 W.  IT IS ON PASTURE
 OT0800'LAND, ON THE N SLOPE OF A SMALL HILL, 20 FEET S OF AN E-W WIRE
 OT0800'FENCE.  IT IS A 10-INCH SQUARE GRANITE POST WHICH PROJECTS
 OT0800'5 FEET ABOVE THE SURFACE OF THE GROUND AND IS INSCRIBED WITH
 OT0800'192 M ON THE E FACE, N ON THE S AND S.D. ON THE N FACE.
 OT0800'
 OT0800'IT WAS LOCATED BY TRAVERSE, AND IS 10.64 METERS (34.91 FEET)
 OT0800'E OF STATION SLICK.  POINT LOCATED WAS THE CENTER OF THE TOP
 OT0800'OF MONUMENT.
 OT0800'
 OT0800'TO REACH FROM WAYSIDE GO W FROM THE RAILROAD DEPOT FOR 4.4 MILES
 OT0800'AND TAKE A LEFT FORK.  GO S AND W FOR 5.0 MILES AND TURN RIGHT
 OT0800'(N) AT A CROSSROADS AND A WHITE SCHOOLHOUSE IN THE SW ANGLE.
 OT0800'GO 1.9 MILES AND TURN LEFT (W) THRU A WIRE GATE AT THE STATE
 OT0800'LINE.  GO 0.85 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0811 ***********************************************************************
 QS0811  DESIGNATION -  BOUNDARY MP 197 ECC
 QS0811  PID         -  QS0811
 QS0811  STATE/COUNTY-  SD/CORSON
 QS0811  COUNTRY     -  US
 QS0811  USGS QUAD   -  MAHTO NW (2017)
 QS0811
 QS0811                         *CURRENT SURVEY CONTROL
 QS0811  ______________________________________________________________________
 QS0811* NAD 83(1996) POSITION- 45 56 30.98714(N) 100 38 47.84454(W)   ADJUSTED
 QS0811* NAVD 88 ORTHO HEIGHT -   598.4   (meters)     1963.    (feet) VERTCON3
 QS0811  ______________________________________________________________________
 QS0811  GEOID HEIGHT    -        -21.357 (meters)                     GEOID18
 QS0811  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 QS0811  HORZ ORDER      -  FIRST
 QS0811
 QS0811.The horizontal coordinates were established by classical geodetic methods
 QS0811.and adjusted by the National Geodetic Survey in January 1998.
 QS0811
 QS0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0811
 QS0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0811.GEOID18 height accuracy estimate available here.
 QS0811
 QS0811.Click photographs - Photos may exist for this station.
 QS0811
 QS0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0811
 QS0811. The following values were computed from the NAD 83(1996) position.
 QS0811
 QS0811;                    North         East     Units Scale Factor Converg.
 QS0811;SPC SD N     -   234,528.763   549,855.562   MT  1.00006020   -0 27 27.5
 QS0811;SPC SD N     -   769,449.78  1,803,984.46   sFT  1.00006020   -0 27 27.5
 QS0811;UTM  14      - 5,088,914.947   372,365.394   MT  0.99980027   -1 11 00.5
 QS0811
 QS0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0811!SPC SD N     -   0.99990955  x   1.00006020  =   0.99996974
 QS0811!UTM  14      -   0.99990955  x   0.99980027  =   0.99970983
 QS0811
 QS0811:                Primary Azimuth Mark                     Grid Az
 QS0811:SPC SD N     -  BOUNDARY MP 197 ECC AZ MK                303 51 24.3
 QS0811:UTM  14      -  BOUNDARY MP 197 ECC AZ MK                304 34 57.3
 QS0811
 QS0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7236588914(NAD 83)
 QS0811
 QS0811|---------------------------------------------------------------------|
 QS0811| PID    Reference Object                     Distance      Geod. Az  |
 QS0811|                                                           dddmmss.s |
 QS0811| QS0812 T23N R28E SECS 21 22 CC             235.553 METERS 03252     |
 QS0811| CO4328 BOUNDARY MP 197 ECC RM 1                           14445     |
 QS0811| CO4329 BOUNDARY MP 197 ECC RM 2                           22549     |
 QS0811| CO4327 BOUNDARY MP 197 ECC AZ MK                          3032356.8 |
 QS0811| QS0810 BOUNDARY MP 197 ND SD               247.731 METERS 32305     |
 QS0811|---------------------------------------------------------------------|
 QS0811
 QS0811                          SUPERSEDED SURVEY CONTROL
 QS0811
 QS0811  NAD 83(1986)-  45 56 30.97809(N)    100 38 47.83926(W) AD(       ) 1
 QS0811  NAD 27      -  45 56 30.98000(N)    100 38 46.37900(W) AD(       ) 1
 QS0811  NGVD 29 (07/19/86)  598.0    (m)         1962.     (f) VERT ANG       
 QS0811
 QS0811.Superseded values are not recommended for survey control.
 QS0811
 QS0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0811.See file dsdata.pdf to determine how the superseded data were derived.
 QS0811
 QS0811_MARKER: DS = TRIANGULATION STATION DISK
 QS0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0811_STAMPING: BDRY MON NO 197 ECC 1934
 QS0811_MARK LOGO: CGS
 QS0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0811+STABILITY: SURFACE MOTION
 QS0811
 QS0811  HISTORY     - Date     Condition        Report By
 QS0811  HISTORY     - 1934     MONUMENTED       CGS
 QS0811  HISTORY     - 1945     GOOD             CGS
 QS0811  HISTORY     - 1952     GOOD             CGS
 QS0811  HISTORY     - 1957     GOOD             CGS
 QS0811
 QS0811                          STATION DESCRIPTION
 QS0811
 QS0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0811'STATION IS 10 MILES (AIR LINE) S OF FORT YATES, IN PASTURE LAND
 QS0811'0.15 MILE S OF THE STATE LINE ROAD, AND 0.1 MILE W OF A WIRE
 QS0811'FENCE.  THE STATION MARK IS SW OF G.L.O.I.A. MARKER T 23, R 28,
 QS0811'S 21 AND 22 AND SSE OF BOUNDARY MONUMENT 197.
 QS0811'
 QS0811'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0811'BRONZE DISKS SET IN CONCRETE.
 QS0811'
 QS0811'REFERENCE MARK NO. 1 IS SSE OF THE STATION.
 QS0811'
 QS0811'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 QS0811'
 QS0811'THE AZIMUTH MARK IS NW OF THE STATION.  IT IS 27 FEET N OF THE
 QS0811'STATE LINE ROAD AND 33 FEET S OF THE FENCE LINE ON THE N SIDE
 QS0811'OF THIS ROAD.
 QS0811'
 QS0811'G.L.O.I.A. MARKER T 23, R 28, S 21 AND 22, IS 18 FEET N OF THE
 QS0811'STATE LINE ROAD, 2 FEET S OF FENCE LINE, AND 46 FEET NNW OF A
 QS0811'SECTION-LINE FENCE CORNER, WHICH IS ON THE S SIDE OF THE ROAD.
 QS0811'THIS MARK IS NE OF THE STATION.
 QS0811'
 QS0811'G.L.O.I.A. MARKER T 129, R 80, S 35 AND 36, IS 21 FEET N OF
 QS0811'THE STATE LINE ROAD, 2 FEET S OF FENCE LINE, AND 0.29 METER N
 QS0811'OF BOUNDARY MONUMENT NO. 197.  THIS MARK IS NNW OF THE STATION.
 QS0811'
 QS0811'THE STATION MAY BE REACHED FROM THE STANDARD OIL FILLING STATION
 QS0811'IN FORT YATES, BY GOING S ON THE MAIN GRADED ROAD 11.0 MILES
 QS0811'TO THE STATE LINE.  TURN W ON THE STATE LINE ROAD AND GO 0.8
 QS0811'MILE.  LEAVE THE STATE LINE ROAD AND DRIVE SW 0.2 MILE TO
 QS0811'STATION.
 QS0811'
 QS0811'THE HORIZONTAL DISTANCES TO THE G.L.O. MARKERS ARE AS FOLLOWS--
 QS0811'T 23, R 28, S 21 AND 22 - 235.552 METERS.  T 129, R 80, S 35
 QS0811'AND 36 - 247.730 METERS.
 QS0811'
 QS0811'A 10-FOOT STAND WAS ERECTED.
 QS0811
 QS0811                          STATION RECOVERY (1945)
 QS0811
 QS0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WRJ)
 QS0811'STATION, R.M. 1, R.M. 2 AND AZIMUTH RECOVERED AS DESCRIBED
 QS0811'EXCEPT THAT THERE IS NO FENCE EAST OF THE STATION.
 QS0811'
 QS0811'DIRECTIONS FOR REACHING THE STATION SHOULD REVISED TO READ--
 QS0811'
 QS0811'THE STATION MAY BE REACHED FROM THE STANDARD OIL FILLING STATION
 QS0811'IN FORT YATES BY GOING S ON MAIN GRADED ROAD 4.7 MILES (THE
 QS0811'MAIN ROAD HAS BEEN CHANGED SINCE 1934 AND TURNS EAST AT THIS
 QS0811'POINT).  CONTINUE S ON SECTION-LINE ROAD 6.0 MILES TO STATE
 QS0811'LINE.  TURN W ON STATE LINE ROAD AND GO 0.8 MILE.  LEAVE STATE
 QS0811'LINE ROAD AND DRIVE SW 0.2 MILE ACROSS PASTURE TO STATION.
 QS0811'
 QS0811'STATION MARK STAMPED BDY. MON. NO. 197 ECC 1934.  R.M. 1 STAMPED
 QS0811'BDY. MON. NO. 197 ECC. NO. 1 1934.  R.M. 2 STAMPED BDY. MON.
 QS0811'NO. 197 ECC. NO. 2 1934.  AZIMUTH MARK STAMPED BDY. MON. NO.
 QS0811'197 ECC. AZIMUTH 1934.
 QS0811
 QS0811                          STATION RECOVERY (1952)
 QS0811
 QS0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0811'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 QS0811'ORIGINAL DESCRIPTION IS ADEQUATE.  THE STATION WAS NOT OCCUPIED
 QS0811'BY AN OBSERVING PARTY IN 1952.
 QS0811
 QS0811                          STATION RECOVERY (1957)
 QS0811
 QS0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QS0811'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0811'CONDITION.  THE MILEAGE TO STATION FROM FORT YATES WAS NOT
 QS0811'CHECKED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0810 ***********************************************************************
 QS0810  DESIGNATION -  BOUNDARY MP 197 ND SD
 QS0810  PID         -  QS0810
 QS0810  STATE/COUNTY-  SD/CORSON
 QS0810  COUNTRY     -  US
 QS0810  USGS QUAD   -  MAHTO NW (2017)
 QS0810
 QS0810                         *CURRENT SURVEY CONTROL
 QS0810  ______________________________________________________________________
 QS0810* NAD 83(1996) POSITION- 45 56 37.40150(N) 100 38 54.75395(W)   ADJUSTED
 QS0810* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 QS0810  ______________________________________________________________________
 QS0810  GEOID HEIGHT    -        -21.354 (meters)                     GEOID18
 QS0810  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 QS0810  HORZ ORDER      -  SECOND
 QS0810
 QS0810.The horizontal coordinates were established by classical geodetic methods
 QS0810.and adjusted by the National Geodetic Survey in January 1998.
 QS0810
 QS0810.The orthometric height was scaled from a topographic map.
 QS0810
 QS0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0810.GEOID18 height accuracy estimate available here.
 QS0810
 QS0810.Click photographs - Photos may exist for this station.
 QS0810
 QS0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0810
 QS0810. The following values were computed from the NAD 83(1996) position.
 QS0810
 QS0810;                    North         East     Units Scale Factor Converg.
 QS0810;SPC SD N     -   234,728.003   549,708.315   MT  1.00006069   -0 27 32.4
 QS0810;SPC SD N     -   770,103.46  1,803,501.36   sFT  1.00006069   -0 27 32.4
 QS0810;UTM  14      - 5,089,115.984   372,220.721   MT  0.99980072   -1 11 05.6
 QS0810
 QS0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0810!SPC SD N     -   0.99991127  x   1.00006069  =   0.99997195
 QS0810!UTM  14      -   0.99991127  x   0.99980072  =   0.99971201
 QS0810
 QS0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7222089115(NAD 83)
 QS0810
 QS0810                          SUPERSEDED SURVEY CONTROL
 QS0810
 QS0810  NAD 83(1986)-  45 56 37.39242(N)    100 38 54.74863(W) AD(       ) 2
 QS0810  NAD 27      -  45 56 37.39400(N)    100 38 53.28800(W) AD(       ) 2
 QS0810
 QS0810.Superseded values are not recommended for survey control.
 QS0810
 QS0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0810.See file dsdata.pdf to determine how the superseded data were derived.
 QS0810
 QS0810_MARKER: 71 = BOUNDARY MONUMENT
 QS0810
 QS0810  HISTORY     - Date     Condition        Report By
 QS0810  HISTORY     - 1934     FIRST OBSERVED   CGS
 QS0810
 QS0810                          STATION DESCRIPTION
 QS0810
 QS0810'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0803 ***********************************************************************
 OT0803  DESIGNATION -  BOUNDARY MP 202 NE SD
 OT0803  PID         -  OT0803
 OT0803  STATE/COUNTY-  SD/FALL RIVER
 OT0803  COUNTRY     -  US
 OT0803  USGS QUAD   -  ARDMORE SE (2017)
 OT0803
 OT0803                         *CURRENT SURVEY CONTROL
 OT0803  ______________________________________________________________________
 OT0803* NAD 83(1996) POSITION- 43 00 03.45019(N) 103 37 03.47151(W)   ADJUSTED
 OT0803* NAVD 88 ORTHO HEIGHT -  1114.    (meters)     3655.    (feet) SCALED
 OT0803  ______________________________________________________________________
 OT0803  GEOID HEIGHT    -        -16.144 (meters)                     GEOID18
 OT0803  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 OT0803  HORZ ORDER      -  SECOND
 OT0803
 OT0803.The horizontal coordinates were established by classical geodetic methods
 OT0803.and adjusted by the National Geodetic Survey in January 1998.
 OT0803
 OT0803.The orthometric height was scaled from a topographic map.
 OT0803
 OT0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0803.GEOID18 height accuracy estimate available here.
 OT0803
 OT0803.Click photographs - Photos may exist for this station.
 OT0803
 OT0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0803
 OT0803. The following values were computed from the NAD 83(1996) position.
 OT0803
 OT0803;                    North         East     Units Scale Factor Converg.
 OT0803;SPC SD S     -    79,461.621   332,278.639   MT  0.99996453   -2 15 56.4
 OT0803;SPC SD S     -   260,700.33  1,090,150.83   sFT  0.99996453   -2 15 56.4
 OT0803;UTM  13      - 4,761,848.328   612,673.651   MT  0.99975618   +0 56 34.4
 OT0803
 OT0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0803!SPC SD S     -   0.99982793  x   0.99996453  =   0.99979247
 OT0803!UTM  13      -   0.99982793  x   0.99975618  =   0.99958415
 OT0803
 OT0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH1267361848(NAD 83)
 OT0803
 OT0803                          SUPERSEDED SURVEY CONTROL
 OT0803
 OT0803  NAD 83(1995)-  43 00 03.45019(N)    103 37 03.47150(W) AD(       ) 2
 OT0803  NAD 83(1993)-  43 00 03.45017(N)    103 37 03.47145(W) AD(       ) 2
 OT0803  NAD 83(1986)-  43 00 03.42954(N)    103 37 03.45503(W) AD(       ) 2
 OT0803  NAD 27      -  43 00 03.55000(N)    103 37 01.71200(W) AD(       ) 2
 OT0803
 OT0803.Superseded values are not recommended for survey control.
 OT0803
 OT0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0803.See file dsdata.pdf to determine how the superseded data were derived.
 OT0803
 OT0803_MARKER: 71 = BOUNDARY MONUMENT
 OT0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0803+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2010
 OT0803
 OT0803  HISTORY     - Date     Condition        Report By
 OT0803  HISTORY     - 1941     FIRST OBSERVED   CGS
 OT0803  HISTORY     - 20101021 GOOD             GEOCAC
 OT0803
 OT0803                          STATION DESCRIPTION
 OT0803
 OT0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0803'THIS TRAVERSE STATION IS LOCATED IN A PASTURE ABOUT 1.5 MILES
 OT0803'S AND 2 MILES E OF ARDMORE IN THE NW 1/4 SEC. 6, T. 35 N, R.
 OT0803'53 W.  IT IS 42.214 METERS (138.5 FEET) W BY S OF TRIANGULATION
 OT0803'STATION ARD.
 OT0803'
 OT0803'THE MONUMENT IS A 12- BY 12-INCH PINK MARBLE POST PROJECTING
 OT0803'4 FEET.  IT IS ENGRAVED WITH AN N ON THE S SIDE, AND SD ON THE
 OT0803'N SIDE AND 202M ON THE E SIDE.
 OT0803'
 OT0803'TO REACH THE STATION FROM THE STATE LINE, 2.8 MILES S OF
 OT0803'ARDMORE, GO E ALONG THE N SIDE OF THE STATE LINE FENCE FOR 1.25
 OT0803'MILES TO THE MARK ON THE LEFT.
 OT0803'
 OT0803'POINT LOCATED WAS THE CENTER OF THE TOP OF THE MONUMENT.
 OT0803
 OT0803                          STATION RECOVERY (2010)
 OT0803
 OT0803'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0808 ***********************************************************************
 OT0808  DESIGNATION -  BOUNDARY MP 217 1/2 NE SD
 OT0808  PID         -  OT0808
 OT0808  STATE/COUNTY-  SD/FALL RIVER
 OT0808  COUNTRY     -  US
 OT0808  USGS QUAD   -  WALLACE RANCH (2017)
 OT0808
 OT0808                         *CURRENT SURVEY CONTROL
 OT0808  ______________________________________________________________________
 OT0808* NAD 83(1996) POSITION- 43 00 05.12852(N) 103 55 21.83558(W)   ADJUSTED
 OT0808* NAVD 88 ORTHO HEIGHT -  1167.    (meters)     3829.    (feet) SCALED
 OT0808  ______________________________________________________________________
 OT0808  GEOID HEIGHT    -        -15.434 (meters)                     GEOID18
 OT0808  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC18
 OT0808  HORZ ORDER      -  SECOND
 OT0808
 OT0808.The horizontal coordinates were established by classical geodetic methods
 OT0808.and adjusted by the National Geodetic Survey in January 1998.
 OT0808
 OT0808.The orthometric height was scaled from a topographic map.
 OT0808
 OT0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0808.GEOID18 height accuracy estimate available here.
 OT0808
 OT0808.Click photographs - Photos may exist for this station.
 OT0808
 OT0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0808
 OT0808. The following values were computed from the NAD 83(1996) position.
 OT0808
 OT0808;                    North         East     Units Scale Factor Converg.
 OT0808;SPC SD S     -    80,542.485   307,425.214   MT  0.99996444   -2 28 34.2
 OT0808;SPC SD S     -   264,246.47  1,008,610.89   sFT  0.99996444   -2 28 34.2
 OT0808;SPC WY E     -   278,562.985   301,423.515   MT  1.00006400   +0 50 54.4
 OT0808;SPC WY E     -   913,918.73    988,920.32   sFT  1.00006400   +0 50 54.4
 OT0808;UTM  13      - 4,761,535.997   587,804.672   MT  0.99969484   +0 44 05.1
 OT0808
 OT0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0808!SPC SD S     -   0.99981951  x   0.99996444  =   0.99978395
 OT0808!SPC WY E     -   0.99981951  x   1.00006400  =   0.99988349
 OT0808!UTM  13      -   0.99981951  x   0.99969484  =   0.99951440
 OT0808
 OT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8780461535(NAD 83)
 OT0808
 OT0808                          SUPERSEDED SURVEY CONTROL
 OT0808
 OT0808  NAD 83(1993)-  43 00 05.12856(N)    103 55 21.83553(W) AD(       ) 2
 OT0808  NAD 83(1986)-  43 00 05.10647(N)    103 55 21.81884(W) AD(       ) 2
 OT0808  NAD 27      -  43 00 05.24000(N)    103 55 20.05800(W) AD(       ) 2
 OT0808
 OT0808.Superseded values are not recommended for survey control.
 OT0808
 OT0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0808.See file dsdata.pdf to determine how the superseded data were derived.
 OT0808
 OT0808_MARKER: 71 = BOUNDARY MONUMENT
 OT0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0808
 OT0808  HISTORY     - Date     Condition        Report By
 OT0808  HISTORY     - 1941     FIRST OBSERVED   CGS
 OT0808
 OT0808                          STATION DESCRIPTION
 OT0808
 OT0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0808'THIS TRAVERSE STATION IS LOCATED ON THE NEBRASKA-SOUTH DAKOTA
 OT0808'BOUNDARY LINE, ABOUT 25 MILES N OF HARRISON, NEAR THE NE
 OT0808'1/4 OF SEC. 21, T. 35 N, R. 56 W, ON LAND OWNED BY A.L.
 OT0808'MC DONALD.  IT IS ABOUT 0.1 MILE W OF A WIRE GATE, 15 FEET N OF A
 OT0808'FENCE AND 15.438 METERS W OF STATION STORY.  IT IS A 12-
 OT0808'BY 12-INCH GRANITE STONE, PROJECTING ABOUT 4 FEET ABOVE THE
 OT0808'GROUND AND HAS THE INSCRIPTION 217-1/2 M ON THE E SIDE.  POINT
 OT0808'LOCATED WAS THE CENTER OF THE TOP OF THE MONUMENT.
 OT0808'
 OT0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 OT0808'STATE HIGHWAY 19 AT THE N SIDE OF HARRISON, GO N ON STATE
 OT0808'HIGHWAY 19 FOR 10.4 MILES TO A FORKS, TAKE RIGHT FORK AND GO 0.4
 OT0808'MILE TO ANOTHER FORKS.  TAKE LEFT FORK AND GO N 11 MILES
 OT0808'TO A TRACK ROAD LEFT, NW.  TURN LEFT ACROSS PASTURE AND GO 1
 OT0808'MILE TO A GATE, PASS THROUGH GATE AND CONTINUE NW 2.7 MILES
 OT0808'TO ANOTHER GATE.  TURN LEFT, W, THROUGH GATE AND GO ABOUT 0.1
 OT0808'MILE TO STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0380 ***********************************************************************
 OU0380  DESIGNATION -  BOUNDARY MP 222 1/2 ECC
 OU0380  PID         -  OU0380
 OU0380  STATE/COUNTY-  SD/FALL RIVER
 OU0380  COUNTRY     -  US
 OU0380  USGS QUAD   -  OAT CREEK (2017)
 OU0380
 OU0380                         *CURRENT SURVEY CONTROL
 OU0380  ______________________________________________________________________
 OU0380* NAD 83(1996) POSITION- 43 00 05.97153(N) 104 00 04.51229(W)   ADJUSTED
 OU0380* NAVD 88 ORTHO HEIGHT -  1192.    (meters)     3911.    (feet) SCALED
 OU0380  ______________________________________________________________________
 OU0380  GEOID HEIGHT    -        -15.258 (meters)                     GEOID18
 OU0380  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 OU0380  HORZ ORDER      -  SECOND
 OU0380
 OU0380.The horizontal coordinates were established by classical geodetic methods
 OU0380.and adjusted by the National Geodetic Survey in January 1998.
 OU0380
 OU0380.The orthometric height was scaled from a topographic map.
 OU0380
 OU0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0380.GEOID18 height accuracy estimate available here.
 OU0380
 OU0380.Click photographs - Photos may exist for this station.
 OU0380
 OU0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 OU0380
 OU0380. The following values were computed from the NAD 83(1996) position.
 OU0380
 OU0380;                    North         East     Units Scale Factor Converg.
 OU0380;SPC SD S     -    80,848.101   301,030.144   MT  0.99996440   -2 31 49.2
 OU0380;SPC SD S     -   265,249.14    987,629.73   sFT  0.99996440   -2 31 49.2
 OU0380;SPC WY E     -   278,497.178   295,020.898   MT  1.00004854   +0 47 41.6
 OU0380;SPC WY E     -   913,702.82    967,914.40   sFT  1.00004854   +0 47 41.6
 OU0380;UTM  13      - 4,761,482.914   581,404.293   MT  0.99968152   +0 40 52.3
 OU0380
 OU0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0380!SPC SD S     -   0.99981556  x   0.99996440  =   0.99977996
 OU0380!SPC WY E     -   0.99981556  x   1.00004854  =   0.99986409
 OU0380!UTM  13      -   0.99981556  x   0.99968152  =   0.99949714
 OU0380
 OU0380:                Primary Azimuth Mark                     Grid Az
 OU0380:SPC SD S     -  KIRTLEY                                  210 15 37.3
 OU0380:SPC WY E     -  KIRTLEY                                  206 56 06.5
 OU0380:UTM  13      -  KIRTLEY                                  207 02 55.8
 OU0380
 OU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8140461482(NAD 83)
 OU0380
 OU0380|---------------------------------------------------------------------|
 OU0380| PID    Reference Object                     Distance      Geod. Az  |
 OU0380|                                                           dddmmss.s |
 OU0380| OU0381 BOUNDARY MP 222 1/2 NE SD             2.572 METERS 00557     |
 OU0380| NQ0457 KIRTLEY                             APPROX.17.5 KM 2074348.1 |
 OU0380|---------------------------------------------------------------------|
 OU0380
 OU0380                          SUPERSEDED SURVEY CONTROL
 OU0380
 OU0380  NAD 83(1995)-  43 00 05.97145(N)    104 00 04.51251(W) AD(       ) 2
 OU0380  NAD 83(1993)-  43 00 05.97153(N)    104 00 04.51257(W) AD(       ) 2
 OU0380  NAD 83(1986)-  43 00 05.95007(N)    104 00 04.49428(W) AD(       ) 2
 OU0380  NAD 27      -  43 00 06.06300(N)    104 00 02.74400(W) AD(       ) 2
 OU0380  USSD        -  43 00 06.45600(N)    104 00 02.46900(W) AD(       ) 3
 OU0380
 OU0380.Superseded values are not recommended for survey control.
 OU0380
 OU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0380.See file dsdata.pdf to determine how the superseded data were derived.
 OU0380
 OU0380_MARKER: Z = SEE DESCRIPTION
 OU0380_SETTING: 0 = UNSPECIFIED SETTING
 OU0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0380
 OU0380  HISTORY     - Date     Condition        Report By
 OU0380  HISTORY     - 1912     MONUMENTED       CGS
 OU0380
 OU0380                          STATION DESCRIPTION
 OU0380
 OU0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0380'ABOUT 2-3/4 MILES EAST OF POINT COMMON TO NORTHWEST CORNER OF
 OU0380'NEBRASKA, SOUTHWEST CORNER OF SOUTH DAKOTA, AND EAST LINE OF
 OU0380'WYOMING, 1 MILE NORTHWEST OF HERMANN RANCH AND 3/4 MILE NORTHWEST
 OU0380'OF KIRTLEY-ECKARD WAGON ROAD IN PASTURE ABOUT 500 METERS (1,640
 OU0380'FEET) EAST OF INDIAN CREEK.  SOUTH DAKOTA-NEBRASKA BOUNDARY
 OU0380'MONUMENT IS 2.572 METERS (8.44 FEET)
 OU0380'FROM STATION N 5 DEG 57 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0381 ***********************************************************************
 OU0381  DESIGNATION -  BOUNDARY MP 222 1/2 NE SD
 OU0381  PID         -  OU0381
 OU0381  STATE/COUNTY-  SD/FALL RIVER
 OU0381  COUNTRY     -  US
 OU0381  USGS QUAD   -  OAT CREEK (2017)
 OU0381
 OU0381                         *CURRENT SURVEY CONTROL
 OU0381  ______________________________________________________________________
 OU0381* NAD 83(1996) POSITION- 43 00 06.05443(N) 104 00 04.50053(W)   ADJUSTED
 OU0381* NAVD 88 ORTHO HEIGHT -  1191.8   (meters)     3910.    (feet) VERTCON3
 OU0381  ______________________________________________________________________
 OU0381  GEOID HEIGHT    -        -15.258 (meters)                     GEOID18
 OU0381  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 OU0381  HORZ ORDER      -  SECOND
 OU0381
 OU0381.The horizontal coordinates were established by classical geodetic methods
 OU0381.and adjusted by the National Geodetic Survey in January 1998.
 OU0381
 OU0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0381
 OU0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0381.GEOID18 height accuracy estimate available here.
 OU0381
 OU0381.Click photographs - Photos may exist for this station.
 OU0381
 OU0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 OU0381
 OU0381. The following values were computed from the NAD 83(1996) position.
 OU0381
 OU0381;                    North         East     Units Scale Factor Converg.
 OU0381;SPC SD S     -    80,850.644   301,030.523   MT  0.99996439   -2 31 49.2
 OU0381;SPC SD S     -   265,257.49    987,630.97   sFT  0.99996439   -2 31 49.2
 OU0381;SPC WY E     -   278,499.740   295,021.129   MT  1.00004854   +0 47 41.6
 OU0381;SPC WY E     -   913,711.23    967,915.15   sFT  1.00004854   +0 47 41.6
 OU0381;UTM  13      - 4,761,485.474   581,404.529   MT  0.99968152   +0 40 52.3
 OU0381
 OU0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0381!SPC SD S     -   0.99981553  x   0.99996439  =   0.99977992
 OU0381!SPC WY E     -   0.99981553  x   1.00004854  =   0.99986406
 OU0381!UTM  13      -   0.99981553  x   0.99968152  =   0.99949711
 OU0381
 OU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8140461485(NAD 83)
 OU0381
 OU0381                          SUPERSEDED SURVEY CONTROL
 OU0381
 OU0381  NAD 83(1995)-  43 00 06.05435(N)    104 00 04.50075(W) AD(       ) 2
 OU0381  NAD 83(1993)-  43 00 06.05443(N)    104 00 04.50081(W) AD(       ) 2
 OU0381  NAD 83(1986)-  43 00 06.03297(N)    104 00 04.48252(W) AD(       ) 2
 OU0381  NAD 27      -  43 00 06.15000(N)    104 00 02.73000(W) AD(       ) 2
 OU0381  USSD        -  43 00 06.53900(N)    104 00 02.45700(W) AD(       ) 3
 OU0381  NGVD 29 (07/19/86) 1191.2    (m)         3908.     (f) VERT ANG       
 OU0381
 OU0381.Superseded values are not recommended for survey control.
 OU0381
 OU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0381.See file dsdata.pdf to determine how the superseded data were derived.
 OU0381
 OU0381_MARKER: 71 = BOUNDARY MONUMENT
 OU0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0381
 OU0381  HISTORY     - Date     Condition        Report By
 OU0381  HISTORY     - 1912     FIRST OBSERVED   CGS
 OU0381
 OU0381                          STATION DESCRIPTION
 OU0381
 OU0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0381'ABOUT 2-3/4 MILES EAST OF POINT COMMON TO NORTHWEST CORNER OF
 OU0381'NEBRASKA, SOUTHWEST CORNER OF SOUTH DAKOTA, AND EAST LINE OF
 OU0381'WYOMING, 1 MILE NORTHWEST OF HERMANN RANCH AND 3/4 MILE NORTHWEST
 OU0381'OF KIRTLEY-ECKARD WAGON ROAD, IN PASTURE ABOUT 500 METERS (1,640
 OU0381'FEET) EAST OF INDIAN CREEK.  MONUMENT IS GRANITE POST 10 INCHES
 OU0381'SQUARE ON TOP, PROJECTING 2-1/2 FEET ABOVE GROUND, WITH SIDES
 OU0381'INSCRIBED AS FOLLOWS--222-1/2 M ON EAST, N ON SOUTH, AND S.D.
 OU0381'ON NORTH SIDE.  SOUTH DAKOTA-NEBRASKA BOUNDARY MONUMENT
 OU0381'ECCENTRIC (SEE DESCRIPTION THEREOF) IS 2.572 METERS (8.44
 OU0381'FEET) FROM STATION S 5 DEG 57 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2165 ***********************************************************************
 PU2165  DESIGNATION -  BOURNE
 PU2165  PID         -  PU2165
 PU2165  STATE/COUNTY-  SD/PENNINGTON
 PU2165  COUNTRY     -  US
 PU2165  USGS QUAD   -  PEDRO (2017)
 PU2165
 PU2165                         *CURRENT SURVEY CONTROL
 PU2165  ______________________________________________________________________
 PU2165* NAD 83(1996) POSITION- 44 23 39.66909(N) 102 04 45.21010(W)   ADJUSTED
 PU2165* NAVD 88 ORTHO HEIGHT -   771.    (meters)     2530.    (feet) SCALED
 PU2165  ______________________________________________________________________
 PU2165  GEOID HEIGHT    -        -19.761 (meters)                     GEOID18
 PU2165  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 PU2165  HORZ ORDER      -  SECOND
 PU2165
 PU2165.The horizontal coordinates were established by classical geodetic methods
 PU2165.and adjusted by the National Geodetic Survey in January 1998.
 PU2165
 PU2165.The orthometric height was scaled from a topographic map.
 PU2165
 PU2165.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2165.GEOID18 height accuracy estimate available here.
 PU2165
 PU2165.Click photographs - Photos may exist for this station.
 PU2165
 PU2165.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2165
 PU2165. The following values were computed from the NAD 83(1996) position.
 PU2165
 PU2165;                    North         East     Units Scale Factor Converg.
 PU2165;SPC SD S     -   230,434.018   460,909.932   MT  0.99999866   -1 12 15.9
 PU2165;SPC SD S     -   756,015.61  1,512,168.67   sFT  0.99999866   -1 12 15.9
 PU2165;UTM  13      - 4,919,823.977   732,616.207   MT  1.00026550   +2 02 39.4
 PU2165;UTM  14      - 4,920,286.663   254,764.261   MT  1.00033967   -2 09 19.0
 PU2165
 PU2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2165!SPC SD S     -   0.99988215  x   0.99999866  =   0.99988081
 PU2165!UTM  13      -   0.99988215  x   1.00026550  =   1.00014762
 PU2165!UTM  14      -   0.99988215  x   1.00033967  =   1.00022178
 PU2165
 PU2165:                Primary Azimuth Mark                     Grid Az
 PU2165:SPC SD S     -  BOURNE AZ MK                             138 41 19.3
 PU2165:UTM  13      -  BOURNE AZ MK                             135 26 24.0
 PU2165:UTM  14      -  BOURNE AZ MK                             139 38 22.4
 PU2165
 PU2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3261619823(NAD 83)
 PU2165
 PU2165|---------------------------------------------------------------------|
 PU2165| PID    Reference Object                     Distance      Geod. Az  |
 PU2165|                                                           dddmmss.s |
 PU2165| CP9712 BOURNE RM 1                          14.540 METERS 00945     |
 PU2165| CP9713 BOURNE RM 2                          12.365 METERS 11326     |
 PU2165| CP9711 BOURNE AZ MK                                       1372903.4 |
 PU2165|---------------------------------------------------------------------|
 PU2165
 PU2165                          SUPERSEDED SURVEY CONTROL
 PU2165
 PU2165  NAD 83(1986)-  44 23 39.66153(N)    102 04 45.21151(W) AD(       ) 2
 PU2165  NAD 27      -  44 23 39.72000(N)    102 04 43.64640(W) AD(       ) 2
 PU2165
 PU2165.Superseded values are not recommended for survey control.
 PU2165
 PU2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2165.See file dsdata.pdf to determine how the superseded data were derived.
 PU2165
 PU2165_MARKER: DS = TRIANGULATION STATION DISK
 PU2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2165_STAMPING: BOURNE 1961
 PU2165_MARK LOGO: CGS
 PU2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2165+STABILITY: SURFACE MOTION
 PU2165
 PU2165  HISTORY     - Date     Condition        Report By
 PU2165  HISTORY     - 1961     MONUMENTED       CGS
 PU2165
 PU2165                          STATION DESCRIPTION
 PU2165
 PU2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2165'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 2 MILES EAST
 PU2165'OF PEDRO AND ABOUT 2 MILES EAST OF A BRIDGE OVER DEEP CREEK,
 PU2165'AND 1-1/4 MILES NORTHWEST OF THE LLOYD BOURNE RANCH HOUSE ON
 PU2165'WHOSE PROPERTY THE STATION IS LOCATED, IN THE SOUTHWEST 1/4
 PU2165'SECTION 16, T 5 N, R 19 E.  IT IS ON THE HIGHEST POINT IN
 PU2165'THE VICINITY.
 PU2165'
 PU2165'TO REACH FROM THE POST OFFICE IN CREIGHTON, (19.0 MILES NORTH OF
 PU2165'WALL) GO NORTH ON MAIN GRAVELED ROAD FOR 10.15 MILES TO WHERE
 PU2165'THE ROAD CURVES SHARPLY TO THE RIGHT, CONTINUE RIGHT, NORTHEAST
 PU2165'AND EAST FOR 0.25 MILES TO A SIDE ROAD LEFT, CONTINUE EAST
 PU2165'ON MAIN TRAVELED ROAD THEN NORTH DOWN THE WEST SIDE OF DEEP
 PU2165'CREEK VALLEY TO THE DEEP CREEK BRIDGE FOR 7.0 MILES, CONTINUE
 PU2165'EASTERLY FOR 0.25 MILE TO A FORK, (SOUTH OF SOME OLD RANCH
 PU2165'BUILDINGS) TAKE RIGHT FORK EASTERLY ON A NARROW, CROOKED
 PU2165'ROAD FOR 3.0 MILE TO THE SUMMIT OF A MESA AND A POINT WHERE
 PU2165'THE ROAD TURNS SHARPLY TO THE SOUTH, TURN LEFT ON A DIM
 PU2165'TRACK ROAD AND GO NORTH AND NORTHWEST ALONG THE CREST OF A
 PU2165'RIDGE FOR 0.45 MILE TO A SMALL BARE TOPPED KNOLL AND
 PU2165'AZIMUTH MARK, TURN RIGHT, NORTH, FOR ABOUT 100 YARDS TO A
 PU2165'WIREGATE, PASS THROUGH GATE, TURN LEFT AND FOLLOW ALONG
 PU2165'FENCE LINE NORTHWESTERLY FOR 0.6 MILE TO THE HIGHEST
 PU2165'POINT AND STATION.
 PU2165'
 PU2165'STATION MARK IS 33.2 FEET SOUTH OF A DIM TRACK ROAD, 7.3
 PU2165'FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND 4.3 FEET
 PU2165'NORTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD DISK
 PU2165'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12
 PU2165'INCHES IN DIAMETER.  IT IS STAMPED--BOURNE 1961 AND PROJECTS
 PU2165'6 INCHES ABOVE THE GROUND SURFACE.
 PU2165'
 PU2165'R.M. 1 IS 13.7 FEET NORTH OF A DIM TRACK ROAD AND ABOUT 18
 PU2165'INCHES LOWER THAN THE STATION.  IT IS A STANDARD DISK CEMENTED
 PU2165'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN
 PU2165'DIAMETER.  IT IS STAMPED--BOURNE NO 1 1961 AND PROJECTS 6
 PU2165'INCHES ABOVE THE GROUND SURFACE.
 PU2165'
 PU2165'R.M. 2 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND ABOUT
 PU2165'1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK CEMENTED
 PU2165'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 PU2165'IN DIAMETER.  IT IS STAMPED--BOURNE NO 2 1961 AND PROJECTS
 PU2165'6 INCHES ABOVE THE GROUND SURFACE.
 PU2165'
 PU2165'AZIMUTH MARK IS ABOUT 31.0 FEET EAST OF A STEEP BLUFF AND
 PU2165'IT IS ON THE HIGHEST POINT OF A BARE TOPPED KNOLL.  IT IS
 PU2165'A STANDARD DISK CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2165'MONUMENT 12 INCHES IN DIAMETER.  IT IS STAMPED--BOURNE 1961
 PU2165'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0777 ***********************************************************************
 OT0777  DESIGNATION -  BOWER
 OT0777  PID         -  OT0777
 OT0777  STATE/COUNTY-  SD/CUSTER
 OT0777  COUNTRY     -  US
 OT0777  USGS QUAD   -  RED SHIRT (2017)
 OT0777
 OT0777                         *CURRENT SURVEY CONTROL
 OT0777  ______________________________________________________________________
 OT0777* NAD 83(1996) POSITION- 43 38 51.51771(N) 102 59 45.32647(W)   ADJUSTED
 OT0777* NAVD 88 ORTHO HEIGHT -   973.36  (+/-2cm)     3193.4   (feet) VERTCON3
 OT0777  ______________________________________________________________________
 OT0777  GEOID HEIGHT    -        -16.983 (meters)                     GEOID18
 OT0777  LAPLACE CORR    -         -8.66  (seconds)                    DEFLEC18
 OT0777  HORZ ORDER      -  SECOND
 OT0777  VERT ORDER      -  THIRD ? (See Below)
 OT0777
 OT0777.The horizontal coordinates were established by classical geodetic methods
 OT0777.and adjusted by the National Geodetic Survey in January 1998.
 OT0777
 OT0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0777
 OT0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0777.GEOID18 height accuracy estimate available here.
 OT0777
 OT0777.The vertical order pertains to the NGVD 29 superseded value.
 OT0777
 OT0777.Click photographs - Photos may exist for this station.
 OT0777
 OT0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0777
 OT0777. The following values were computed from the NAD 83(1996) position.
 OT0777
 OT0777;                    North         East     Units Scale Factor Converg.
 OT0777;SPC SD S     -   149,451.055   385,240.722   MT  0.99990700   -1 50 12.5
 OT0777;SPC SD S     -   490,324.00  1,263,910.60   sFT  0.99990700   -1 50 12.5
 OT0777;UTM  13      - 4,834,690.035   661,624.452   MT  0.99992132   +1 23 00.8
 OT0777
 OT0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0777!SPC SD S     -   0.99985005  x   0.99990700  =   0.99975707
 OT0777!UTM  13      -   0.99985005  x   0.99992132  =   0.99977138
 OT0777
 OT0777:                Primary Azimuth Mark                     Grid Az
 OT0777:SPC SD S     -  BOWER AZ MK                              149 16 57.2
 OT0777:UTM  13      -  BOWER AZ MK                              146 03 43.9
 OT0777
 OT0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6162434690(NAD 83)
 OT0777
 OT0777|---------------------------------------------------------------------|
 OT0777| PID    Reference Object                     Distance      Geod. Az  |
 OT0777|                                                           dddmmss.s |
 OT0777| CP9715 BOWER RM 1                           36.427 METERS 07436     |
 OT0777| CP9714 BOWER AZ MK                                        1472644.7 |
 OT0777| CP9716 BOWER RM 2                           20.670 METERS 31008     |
 OT0777|---------------------------------------------------------------------|
 OT0777
 OT0777                          SUPERSEDED SURVEY CONTROL
 OT0777
 OT0777  NAD 83(1995)-  43 38 51.51666(N)    102 59 45.32892(W) AD(       ) 2
 OT0777  NAD 83(1993)-  43 38 51.50782(N)    102 59 45.32901(W) AD(       ) 2
 OT0777  NAD 83(1986)-  43 38 51.50009(N)    102 59 45.33041(W) AD(       ) 2
 OT0777  NAD 27      -  43 38 51.53180(N)    102 59 43.65120(W) AD(       ) 2
 OT0777  NGVD 29             972.91   (m)         3192.0    (f) LEVELING    3  
 OT0777
 OT0777.Superseded values are not recommended for survey control.
 OT0777
 OT0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0777.See file dsdata.pdf to determine how the superseded data were derived.
 OT0777
 OT0777_MARKER: DS = TRIANGULATION STATION DISK
 OT0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0777_STAMPING: BOWER 1936
 OT0777_MARK LOGO: CGS
 OT0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0777+STABILITY: SURFACE MOTION
 OT0777
 OT0777  HISTORY     - Date     Condition        Report By
 OT0777  HISTORY     - 1936     MONUMENTED       CGS
 OT0777  HISTORY     - 1961     GOOD             CGS
 OT0777
 OT0777                          STATION DESCRIPTION
 OT0777
 OT0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0777'STATION IS ON THE BOWER TABLE ABOUT 3-1/2 MILES NORTHWEST OF BOWER
 OT0777'AND ABOUT 2-1/2 MILES DIRECTLY NORTH OF THE CHEYENNE RIVER
 OT0777'AT THE NEAREST POINT, 17 MILES SOUTHEAST OF HERMOSA, 11 MILES
 OT0777'EAST BY SOUTH OF FAIRBURN.
 OT0777'
 OT0777'REACHED FROM THE POST OFFICE IN FAIRBURN BY GOING SOUTH ON STATE
 OT0777'HIGHWAY 79 TO INTERSECTION (CATHOLIC CHURCH IN NORTHEAST CORNER),
 OT0777'CONTINUE AHEAD ON IMPROVED DIRT ROAD, LEAVING STATE 79, AND GO
 OT0777'EAST FOR 13.4 MILES ON MAIN-TRAVELED ROAD TO T-ROAD LEADING SOUTH,
 OT0777'TURN RIGHT (SOUTH) AND GO 0.7 MILE TO WIRE GATE ON RIGHT, TURN
 OT0777'THROUGH GATE AND GO CROSS COUNTRY TO BOTTOM OF HIGH BUTTES FOR
 OT0777'0.5 MILE AND END OF TRUCK TRAVEL.  PACK UP BUTTE (SOUTH,
 OT0777'MOSTLY), FOR ABOUT 100 YARDS TO SOUTH EDGE AND STATION ON SOUTH
 OT0777'EDGE.  STATION MARK IS A STANDARD BRONZE DISK SET IN A
 OT0777'SQUARE CONCRETE BLOCK AND PROJECTS ABOUT 7 INCHES.
 OT0777'
 OT0777'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHEAST OF STATION AT
 OT0777'A CROSSROADS.  IT IS ABOUT 5 FEET EAST OF FENCE LINE AT CORNER
 OT0777'AND MAIL BOX IN THE EAST-WEST FENCE LINE, 9 PACES EAST OF
 OT0777'NORTH-SOUTH ROAD, AND ABOUT 8 PACES SOUTH OF EAST-WEST ROAD.  IT
 OT0777'PROJECTS 5 INCHES.
 OT0777'
 OT0777'REFERENCE MARK NO. 1 IS 119.45 FEET EAST-NORTHEAST OF STATION,
 OT0777'5 PACES WEST OF EAST SLOPE OF BUTTE.  IT PROJECTS 4 INCHES.
 OT0777'
 OT0777'REFERENCE MARK NO. 2 IS 67.79 FEET WEST-NORTHWEST OF STATION,
 OT0777'17 FEET NORTH OF SOUTH EDGE OF BUTTE.  IT PROJECTS 4 INCHES.
 OT0777'
 OT0777'LIGHTS 90 FEET ABOVE SHEEP AND CUNY AND 5 FEET ABOVE BATTLE
 OT0777'WERE VISIBLE FROM THE GROUND AT THIS STATION.
 OT0777'
 OT0777'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 OT0777
 OT0777                          STATION RECOVERY (1961)
 OT0777
 OT0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0777'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 OT0777'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 OT0777'FOUND TO BE SLIGHTLY LONGER THAN THE PREVIOUS MEASUREMENT.
 OT0777'REFERENCE MARK 1 WAS 0.06 FEET LONGER AND REFERENCE MARK 2 WAS
 OT0777'0.02 FEET LONGER THAN THE PREVIOUS MEASUREMENT.  THE DIRECTIONS
 OT0777'TO THE REFERENCE MARKS CHECKED BUT THE DIRECTION TO THE AZIMUTH
 OT0777'MARK FAILED TO CHECK BY 8 SECONDS.  A NEW DESCRIPTION FOLLOWS.
 OT0777'
 OT0777'THE STATION IS ABOUT 15-1/2 MILES SOUTHEAST OF HERMOSA, ABOUT 11
 OT0777'MILES EAST-SOUTHEAST OF FAIRBURN, ABOUT 5 MILES WEST-SOUTHWEST
 OT0777'OF RED SHIRT AND ON PROPERTY OWNED BY THE U.S. GOVERNMENT.
 OT0777'
 OT0777'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBURN, GO SOUTH
 OT0777'FOR 0.15 MILE TO A T-ROAD INTERSECTION.  TURN LEFT, EAST, FOR 0.1
 OT0777'MILE TO A CROSSROAD, CONTINUE EASTERLY FOR 2.9 MILES TO A T-ROAD
 OT0777'INTERSECTION.  TURN LEFT, EASTERLY, FOR 3.85 MILES TO A SIDE
 OT0777'ROAD RIGHT, CONTINUE AHEAD, EASTERLY, FOR 7.05 MILES TO A SIDE
 OT0777'ROAD RIGHT.  TURN RIGHT, SOUTH, AND FOLLOW THE WINDING ROAD FOR
 OT0777'0.7 MILE TO TWO GATES ON THE RIGHT SIDE OF THE ROAD.  *PASS
 OT0777'THROUGH THE SOUTH GATE AND PICK THE ROUTE OVERLAND SOUTHWEST
 OT0777'TO THE EAST RIM OF THE HILL AND THE END OF TRUCK TRAVEL.
 OT0777'PACK WESTERLY ABOUT 200 YARDS TO THE TOP OF THE HILL AND THE
 OT0777'STATION.  *FROM THIS POINT CONTINUE SOUTH FOR 1.0 MILE TO THE
 OT0777'AZIMUTH MARK IN THE SOUTHEAST QUADRANT OF A SIDE ROAD
 OT0777'INTERSECTION.
 OT0777'
 OT0777'THE STATION IS 121.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 25
 OT0777'YARDS WEST OF THE EAST RIM OF THE HILL AND ABOUT 4 YARDS NORTH
 OT0777'OF THE WEST EDGE OF A BLUFF.  THE MONUMENT PROJECTS 0.6 FOOT AND
 OT0777'THE DISK IS STAMPED BOWER 1936.
 OT0777'
 OT0777'REFERENCE MARK 1 IS 4.6 FEET NORTHWEST OF THE WITNESS POST AND
 OT0777'NEAR THE EAST RIM OF THE HILL.  THE MONUMENT PROJECTS 0.3 FOOT
 OT0777'AND THE DISK IS STAMPED BOWER NO 1 1936.
 OT0777'
 OT0777'REFERENCE MARK 2 IS A CONCRETE FILLED SOIL PIPE WHICH PROJECTS 0.3
 OT0777'FOOT WITH A STANDARD DISK SET AT THE TOP.
 OT0777'THE DISK IS STAMPED BOWER NO 2 1936.
 OT0777'
 OT0777'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF A SIDE ROAD
 OT0777'EAST, 29 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 7
 OT0777'FEET EAST OF A FENCE CORNER, 1 FOOT WEST OF A WITNESS POST AND
 OT0777'SET IN THE FENCELINE.  THE MONUMENT PROJECTS 0.2 FOOT AND THE
 OT0777'DISK IS STAMPED BOWER 1936.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0515 ***********************************************************************
 QT0515  DESIGNATION -  BOWL
 QT0515  PID         -  QT0515
 QT0515  STATE/COUNTY-  SD/HARDING
 QT0515  COUNTRY     -  US
 QT0515  USGS QUAD   -  BAMS BUTTE NW (2017)
 QT0515
 QT0515                         *CURRENT SURVEY CONTROL
 QT0515  ______________________________________________________________________
 QT0515* NAD 83(1996) POSITION- 45 24 13.43807(N) 103 24 13.88752(W)   ADJUSTED
 QT0515* NAVD 88 ORTHO HEIGHT -   998.    (meters)     3274.    (feet) SCALED
 QT0515  ______________________________________________________________________
 QT0515  GEOID HEIGHT    -        -16.243 (meters)                     GEOID18
 QT0515  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 QT0515  HORZ ORDER      -  THIRD
 QT0515
 QT0515.The horizontal coordinates were established by classical geodetic methods
 QT0515.and adjusted by the National Geodetic Survey in January 1998.
 QT0515
 QT0515.The orthometric height was scaled from a topographic map.
 QT0515
 QT0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0515.GEOID18 height accuracy estimate available here.
 QT0515
 QT0515.Click photographs - Photos may exist for this station.
 QT0515
 QT0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0515
 QT0515. The following values were computed from the NAD 83(1996) position.
 QT0515
 QT0515;                    North         East     Units Scale Factor Converg.
 QT0515;SPC SD N     -   180,110.660   333,597.790   MT  0.99995802   -2 24 32.5
 QT0515;SPC SD N     -   590,913.06  1,094,478.75   sFT  0.99995802   -2 24 32.5
 QT0515;UTM  13      - 5,029,040.695   624,913.621   MT  0.99979185   +1 08 12.2
 QT0515
 QT0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0515!SPC SD N     -   0.99984603  x   0.99995802  =   0.99980405
 QT0515!UTM  13      -   0.99984603  x   0.99979185  =   0.99963791
 QT0515
 QT0515:                Primary Azimuth Mark                     Grid Az
 QT0515:SPC SD N     -  BOWL AZ MK                               119 13 02.8
 QT0515:UTM  13      -  BOWL AZ MK                               115 40 18.1
 QT0515
 QT0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2491329040(NAD 83)
 QT0515
 QT0515|---------------------------------------------------------------------|
 QT0515| PID    Reference Object                     Distance      Geod. Az  |
 QT0515|                                                           dddmmss.s |
 QT0515| CQ7130 BOWL AZ MK                                         1164830.3 |
 QT0515| CQ7131 BOWL RM 1                             8.919 METERS 16842     |
 QT0515| CQ7132 BOWL RM 2                             9.281 METERS 26203     |
 QT0515|---------------------------------------------------------------------|
 QT0515
 QT0515                          SUPERSEDED SURVEY CONTROL
 QT0515
 QT0515  NAD 83(1993)-  45 24 13.42934(N)    103 24 13.88561(W) AD(       ) 3
 QT0515  NAD 83(1986)-  45 24 13.42707(N)    103 24 13.88220(W) AD(       ) 3
 QT0515  NAD 27      -  45 24 13.44800(N)    103 24 12.23100(W) AD(       ) 3
 QT0515
 QT0515.Superseded values are not recommended for survey control.
 QT0515
 QT0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0515.See file dsdata.pdf to determine how the superseded data were derived.
 QT0515
 QT0515_MARKER: DS = TRIANGULATION STATION DISK
 QT0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0515_STAMPING: BOWL 1952
 QT0515_MARK LOGO: CGS
 QT0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0515+STABILITY: SURFACE MOTION
 QT0515
 QT0515  HISTORY     - Date     Condition        Report By
 QT0515  HISTORY     - 1952     MONUMENTED       CGS
 QT0515
 QT0515                          STATION DESCRIPTION
 QT0515
 QT0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0515'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF BUFFALO,
 QT0515'IN THE SOUTHEAST 1/4 OF SECTION 29, T 17 N, R 6 E, ON THE CREST
 QT0515'AND ABOUT 150 FEET WESTERLY OF THE STEEP, ROCKY EAST SLOPE OF
 QT0515'A LOW KNOLL, 80 FEET NORTHWESTERLY OF THE CENTER OF A SHALLOW
 QT0515'PIT, AND 6 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST.
 QT0515'
 QT0515'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 8
 QT0515'AND U.S. HIGHWAY NO. 85 ABOUT 1-1/2 MILES SOUTH OF THE BUSINESS
 QT0515'DISTRICT OF BUFFALO, GO SOUTH ON NO. 85 FOR 9.7 MILES.  THEN
 QT0515'LEFT, EAST, ON A GRADED DIRT ROAD FOR 6.15 MILES TO A CATTLE
 QT0515'GUARD.  CROSS THE CATTLE GUARD, CONTINUE EAST, FOR 1.9 MILES
 QT0515'TO A DIRT SIDE ROAD ON THE LEFT AND A TRACK ROAD ON THE RIGHT.
 QT0515'TURN RIGHT, SOUTH, ON THE TRACK ROAD FOR 1.05 MILE (0.1 MILE
 QT0515'NORTH OF A WIRE FENCE).  THEN RIGHT, WESTERLY AND
 QT0515'NORTHWESTERLY, FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QT0515'CONTINUE NORTHWEST FOR 0.3 MILE TO THE STATION.
 QT0515'
 QT0515'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0515'BOWL 1952.
 QT0515'
 QT0515'REFERENCE MARK NO. 1 IS 60 FEET WEST OF THE CENTER OF THE SHALLOW
 QT0515'PIT.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED BOWL NO 1 1952.
 QT0515'
 QT0515'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE 4 IN X 4 IN WITNESS
 QT0515'POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED BOWL NO 2 1952.
 QT0515'
 QT0515'THE AZIMUTH MARK IS ABOUT 0.15 MILE NORTH OF A WIRE FENCE, 33
 QT0515'FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND 2.5 FEET NORTH
 QT0515'OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 4 INCHES, AND THE
 QT0515'DISK IS STAMPED BOWL 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0718 ***********************************************************************
 QS0718  DESIGNATION -  BOX ELDER
 QS0718  PID         -  QS0718
 QS0718  STATE/COUNTY-  SD/CORSON
 QS0718  COUNTRY     -  US
 QS0718  USGS QUAD   -  KENEL (2017)
 QS0718
 QS0718                         *CURRENT SURVEY CONTROL
 QS0718  ______________________________________________________________________
 QS0718* NAD 83(1996) POSITION- 45 46 07.77687(N) 100 24 22.90255(W)   ADJUSTED
 QS0718* NAVD 88 ORTHO HEIGHT -   674.    (meters)     2211.    (feet) SCALED
 QS0718  ______________________________________________________________________
 QS0718  GEOID HEIGHT    -        -21.770 (meters)                     GEOID18
 QS0718  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 QS0718  HORZ ORDER      -  SECOND
 QS0718
 QS0718.The horizontal coordinates were established by classical geodetic methods
 QS0718.and adjusted by the National Geodetic Survey in January 1998.
 QS0718
 QS0718.The orthometric height was scaled from a topographic map.
 QS0718
 QS0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0718.GEOID18 height accuracy estimate available here.
 QS0718
 QS0718.Click photographs - Photos may exist for this station.
 QS0718
 QS0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0718
 QS0718. The following values were computed from the NAD 83(1996) position.
 QS0718
 QS0718;                    North         East     Units Scale Factor Converg.
 QS0718;SPC SD N     -   215,165.744   568,390.615   MT  1.00001762   -0 17 15.4
 QS0718;SPC SD N     -   705,922.95  1,864,794.88   sFT  1.00001762   -0 17 15.4
 QS0718;UTM  14      - 5,069,324.804   390,649.813   MT  0.99974700   -1 00 28.1
 QS0718
 QS0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0718!SPC SD N     -   0.99989770  x   1.00001762  =   0.99991532
 QS0718!UTM  14      -   0.99989770  x   0.99974700  =   0.99964472
 QS0718
 QS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9064969324(NAD 83)
 QS0718
 QS0718                          SUPERSEDED SURVEY CONTROL
 QS0718
 QS0718  NAD 83(1986)-  45 46 07.76710(N)    100 24 22.89858(W) AD(       ) 2
 QS0718  NAD 27      -  45 46 07.76300(N)    100 24 21.42800(W) AD(       ) 2
 QS0718  MORC        -  45 46 05.12000(N)    100 24 20.98000(W) AD(       ) 3
 QS0718
 QS0718.Superseded values are not recommended for survey control.
 QS0718
 QS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0718.See file dsdata.pdf to determine how the superseded data were derived.
 QS0718
 QS0718_MARKER: Z = SEE DESCRIPTION
 QS0718_SETTING: 0 = UNSPECIFIED SETTING
 QS0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0718
 QS0718  HISTORY     - Date     Condition        Report By
 QS0718  HISTORY     - 1889     MONUMENTED       MORC
 QS0718  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0718
 QS0718                          STATION DESCRIPTION
 QS0718
 QS0718'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0718'LOCATED ON R.B., ON A LARGE ROLLING PLATEAU, 2 MILES FROM
 QS0718'RIVER AND NEAR EDGE OF BLUFF.  ON DIVIDE NEXT SOUTH FROM
 QS0718'BOX ELDER CREEK.
 QS0718
 QS0718                          STATION RECOVERY (1945)
 QS0718
 QS0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0718'EXTENSIVE DIGGING DID NOT LOCATE THIS UNDERGROUND MARK,
 QS0718'ASSUMED LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0450 ***********************************************************************
 PV0450  DESIGNATION -  BOXELDER
 PV0450  PID         -  PV0450
 PV0450  STATE/COUNTY-  SD/BUTTE
 PV0450  COUNTRY     -  US
 PV0450  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0450
 PV0450                         *CURRENT SURVEY CONTROL
 PV0450  ______________________________________________________________________
 PV0450* NAD 83(1996) POSITION- 44 50 40.86071(N) 104 00 39.10905(W)   ADJUSTED
 PV0450* NAVD 88 ORTHO HEIGHT -  1060.94  (+/-2cm)     3480.8   (feet) VERTCON3
 PV0450  ______________________________________________________________________
 PV0450  GEOID HEIGHT    -        -15.297 (meters)                     GEOID18
 PV0450  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC18
 PV0450  HORZ ORDER      -  FIRST
 PV0450  VERT ORDER      -  THIRD ? (See Below)
 PV0450
 PV0450.The horizontal coordinates were established by classical geodetic methods
 PV0450.and adjusted by the National Geodetic Survey in January 1998.
 PV0450
 PV0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0450
 PV0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0450.GEOID18 height accuracy estimate available here.
 PV0450
 PV0450.The vertical order pertains to the NGVD 29 superseded value.
 PV0450
 PV0450.Click photographs - Photos may exist for this station.
 PV0450
 PV0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0450
 PV0450. The following values were computed from the NAD 83(1996) position.
 PV0450
 PV0450;                    North         East     Units Scale Factor Converg.
 PV0450;SPC SD N     -   120,236.333   283,049.836   MT  0.99994558   -2 50 19.1
 PV0450;SPC SD N     -   394,475.37    928,639.34   sFT  0.99994558   -2 50 19.1
 PV0450;SPC WY E     -   483,255.048   291,371.615   MT  1.00004013   +0 48 54.4
 PV0450;SPC WY E     - 1,585,479.27    955,941.71   sFT  1.00004013   +0 48 54.4
 PV0450;UTM  13      - 4,966,172.791   578,169.436   MT  0.99967514   +0 41 51.2
 PV0450
 PV0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0450!SPC SD N     -   0.99983608  x   0.99994558  =   0.99978167
 PV0450!SPC WY E     -   0.99983608  x   1.00004013  =   0.99987620
 PV0450!UTM  13      -   0.99983608  x   0.99967514  =   0.99951127
 PV0450
 PV0450:                Primary Azimuth Mark                     Grid Az
 PV0450:SPC SD N     -  BOXELDER AZ MK                           179 14 58.0
 PV0450:SPC WY E     -  BOXELDER AZ MK                           175 35 44.5
 PV0450:UTM  13      -  BOXELDER AZ MK                           175 42 47.7
 PV0450
 PV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7816966172(NAD 83)
 PV0450
 PV0450|---------------------------------------------------------------------|
 PV0450| PID    Reference Object                     Distance      Geod. Az  |
 PV0450|                                                           dddmmss.s |
 PV0450| CP8843 BOXELDER RM 1                         4.709 METERS 02235     |
 PV0450| CP8844 BOXELDER RM 2                         6.353 METERS 12740     |
 PV0450| CP8842 BOXELDER AZ MK                                     1762438.9 |
 PV0450| PV0497 SUNDANCE RM 2                       APPROX.53.6 KM 2205057.3 |
 PV0450|---------------------------------------------------------------------|
 PV0450
 PV0450                          SUPERSEDED SURVEY CONTROL
 PV0450
 PV0450  NAD 83(1993)-  44 50 40.85737(N)    104 00 39.10970(W) AD(       ) 1
 PV0450  NAD 83(1986)-  44 50 40.84979(N)    104 00 39.10344(W) AD(       ) 1
 PV0450  NAD 27      -  44 50 40.89780(N)    104 00 37.34250(W) AD(       ) 1
 PV0450  NGVD 29            1060.45   (m)         3479.2    (f) LEVELING    3  
 PV0450
 PV0450.Superseded values are not recommended for survey control.
 PV0450
 PV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0450.See file dsdata.pdf to determine how the superseded data were derived.
 PV0450
 PV0450_MARKER: DS = TRIANGULATION STATION DISK
 PV0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0450_STAMPING: BOXELDER 1949
 PV0450_MARK LOGO: CGS
 PV0450_MAGNETIC: P = MARKER IS A STEEL PIPE
 PV0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0450
 PV0450  HISTORY     - Date     Condition        Report By
 PV0450  HISTORY     - 1949     MONUMENTED       CGS
 PV0450  HISTORY     - 1953     GOOD             USGS
 PV0450  HISTORY     - 1962     GOOD             CGS
 PV0450
 PV0450                          STATION DESCRIPTION
 PV0450
 PV0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0450'STATION IS LOCATED ON LAND OWNED BY MR. MC CLOUD, ABOUT 14
 PV0450'MILES NORTHWEST OF BELLE FOURCHE, 2.2 MILES EAST OF THE
 PV0450'WYOMING-SOUTH DAKOTA STATE LINE, AND ON A HIGH, CLAY BUTTE.
 PV0450'
 PV0450'TO REACH FROM THE TRAFFICE LIGHT ON STATE STREET AND SIXTH
 PV0450'AVENUE IN BELLE FOURCHE, GO NORTH ON U.S. HIGHWAYS 85 AND 212
 PV0450'FOR 0.6 MILE TO A FORK.  BEAR LEFT ON U.S. HIGHWAY 212 AND
 PV0450'GO 7.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW
 PV0450'MAIN GRADED ROAD FOR 5.7 MILES TO THE MC CLOUD RANCH HOUSE
 PV0450'AND FORK.  BEAR RIGHT AND GO NORTH ON TRACK ROAD FOR 1.15 MILES
 PV0450'TO A DIM FORK.  BEAR LEFT AND GO 0.6 MILE TO A WIRE GATE AND
 PV0450'AZIMUTH MARK ON RIGHT.  PASS THROUGH GATE AND CONTINUE ON
 PV0450'TRACK ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT JUST AFTER
 PV0450'CROSSING DITCH.  TURN RIGHT AND GO 0.5 MILE TO FOOT OF BUTTE
 PV0450'AND END OF TRUCK TRAVEL.  PACK ABOUT 50 YARDS TO TOP OF
 PV0450'BUTTE AND STATION.
 PV0450'
 PV0450'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 PV0450'IRON PIPE PROJECTING 3 INCHES.  THE DISK IS STAMPED BOXELDER
 PV0450'1949.
 PV0450'
 PV0450'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP OF
 PV0450'A 2-INCH IRON PIPE PROJECTING 4 INCHES.  THE DISK IS STAMPED
 PV0450'BOXELDER NO 1 1949.
 PV0450'
 PV0450'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDER ON THE TOP OF
 PV0450'A 2-INCH IRON PIPE PROJECTING 6 INCHES.  THE DISK IS STAMPED
 PV0450'BOXELDER NO 2 1949.
 PV0450'
 PV0450'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARKS IS 29.05 FEET
 PV0450'AND 8.854 METERS.
 PV0450'
 PV0450'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0450'CONCRETE POST.  IT IS 24 FEET EAST OF A TRACK ROAD, 3 FEET
 PV0450'WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 PV0450'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BOXELDER 1949.
 PV0450
 PV0450                          STATION RECOVERY (1953)
 PV0450
 PV0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (WC)
 PV0450'STATION MARK--A STANDARD USC  AND GS DISK STAMPED ---BOXELDER 1949---,
 PV0450'WELDED ON THE TOP OF A 2 IN. IRON PIPE, PROJECTING 3 IN.
 PV0450
 PV0450                          STATION RECOVERY (1962)
 PV0450
 PV0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PV0450'THE STATION WAS RECOVERED AND THE MARKS WERE IN GOOD CONDITION.
 PV0450'THE DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 PV0450'WERE VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 1 FAILED
 PV0450'TO CHECK BY 3 MINUTES AND 22 SECONDS.  THE DISTANCES TO THE
 PV0450'REFERENCE MARKS FAILED TO CHECK.  REFERENCE MARK NO. 1 WAS
 PV0450'0.28 OF A FOOT SHORTER THAN THE PREVIOUS MEASUREMENT AND
 PV0450'REFERENCE MARK NO. 2 WAS 0.15 OF A FOOT SHORTER THAN THE
 PV0450'PREVIOUS MEASUREMENT.  A NEW DESCRIPTION FOLLOWS.
 PV0450'
 PV0450'THE STATION IS 12-1/2 MILES NORTH AND 7-1/2 MILES WEST OF BELLE
 PV0450'FOURCHE, 2-1/2 MILES EAST OF THE WYOMING-SOUTH DAKOTA STATE
 PV0450'LINE, ON THE HIGHEST POINT OF A NORTHWEST-SOUTHEAST RIDGE AND
 PV0450'ON PROPERTY OWNED BY MC LEOD RANCH.
 PV0450'
 PV0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212
 PV0450'AND 85, AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTHWEST ON
 PV0450'HIGHWAY 212 FOR 12.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 PV0450'AND CROSS CATTLE GUARD AND GO NORTHERLY FOR 1.75 MILES TO A GATE.
 PV0450'PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.35 MILE TO A SIDE
 PV0450'ROAD LEFT AT A RANCH HOUSE.  TURN LEFT AND GO NORTHEAST FOR 0.1
 PV0450'MILE TO A GATE.  PASS THROUGH THE GATE AND FOLLOW THE MAIN
 PV0450'TRACK ROAD 0.45 MILE TO A GATE.  PASS THROUGH AND CONTINUE
 PV0450'AHEAD FOR 1.1 MILES TO TWO GATES.  PASS THROUGH ONE GATE AND
 PV0450'TURN SHARP LEFT AND PASS THROUGH THE SECOND GATE.  GO WEST
 PV0450'ALONG THE NORTH SIDE OF THE FENCE FOR 0.2 MILE TO THE
 PV0450'AZIMUTH MARK AND A GATE ON THE LEFT.  TURN RIGHT AND FOLLOW
 PV0450'THE DIM TRACK ROAD NORTHERLY TO THE CREST OF THE RIDGE.
 PV0450'PROCEED UP SLOPE OF HIGHEST POINT FOR 0.15 MILE TO END OF
 PV0450'TRUCK TRAVEL.  PACK ABOUT 100 FEET TO THE TOP OF THE SMALL
 PV0450'PEAK AND THE STATION.
 PV0450'
 PV0450'THE STATION, A STANDARD BRONZE DISK WELDED TO THE TOP OF A
 PV0450'2 INCH IRON PIPE WHICH PROJECTS 2 INCHES, IS STAMPED BOXELDER
 PV0450'1949.  IT IS ON THE HIGHEST POINT OF THE PEAK.
 PV0450'
 PV0450'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK WELDED TO THE
 PV0450'TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 4 INCHES, IS STAMPED
 PV0450'BOXELDER NO 1 1949.  IT IS ABOUT 3 FEET LOWER IN ELEVATION
 PV0450'THAN THE STATION.
 PV0450'
 PV0450'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WELDED TO THE TOP OF
 PV0450'A 2 INCH IRON PIPE WHICH PROJECTS 4 INCHES, IS STAMPED BOXELDER
 PV0450'NO 2 1949.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 PV0450'STATION.
 PV0450'
 PV0450'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 PV0450'CONCRETE POST WHICH PROJECTS 6 INCHES, IS STAMPED BOXELDER
 PV0450'1949.  IT IS 22 FEET EAST OF THE CENTER OF A GATE, 2.0 FEET
 PV0450'WEST OF A WHITE WOODEN WITNESS POST, 1.5 FEET SOUTHEAST OF A
 PV0450'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 PV0450'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PV0450'
 PV0450'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0695 ***********************************************************************
 OS0695  DESIGNATION -  BOYD
 OS0695  PID         -  OS0695
 OS0695  STATE/COUNTY-  SD/TODD
 OS0695  COUNTRY     -  US
 OS0695  USGS QUAD   -  HIDDEN TIMBER NE (2017)
 OS0695
 OS0695                         *CURRENT SURVEY CONTROL
 OS0695  ______________________________________________________________________
 OS0695* NAD 83(1996) POSITION- 43 12 57.74067(N) 100 17 48.82085(W)   ADJUSTED
 OS0695* NAVD 88 ORTHO HEIGHT -   800.    (meters)     2625.    (feet) SCALED
 OS0695  ______________________________________________________________________
 OS0695  GEOID HEIGHT    -        -23.828 (meters)                     GEOID18
 OS0695  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 OS0695  HORZ ORDER      -  FIRST
 OS0695
 OS0695.The horizontal coordinates were established by classical geodetic methods
 OS0695.and adjusted by the National Geodetic Survey in January 1998.
 OS0695
 OS0695.The orthometric height was scaled from a topographic map.
 OS0695
 OS0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0695.GEOID18 height accuracy estimate available here.
 OS0695
 OS0695.Click photographs - Photos may exist for this station.
 OS0695
 OS0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0695
 OS0695. The following values were computed from the NAD 83(1996) position.
 OS0695
 OS0695;                    North         East     Units Scale Factor Converg.
 OS0695;SPC SD S     -    98,061.339   602,960.609   MT  0.99993138   +0 01 30.5
 OS0695;SPC SD S     -   321,722.91  1,978,213.26   sFT  0.99993138   +0 01 30.5
 OS0695;UTM  14      - 4,785,622.426   394,662.779   MT  0.99973649   -0 53 17.3
 OS0695
 OS0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0695!SPC SD S     -   0.99987824  x   0.99993138  =   0.99980963
 OS0695!UTM  14      -   0.99987824  x   0.99973649  =   0.99961476
 OS0695
 OS0695:                Primary Azimuth Mark                     Grid Az
 OS0695:SPC SD S     -  BOYD AZ MK                               270 36 32.1
 OS0695:UTM  14      -  BOYD AZ MK                               271 31 19.9
 OS0695
 OS0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9466285622(NAD 83)
 OS0695
 OS0695|---------------------------------------------------------------------|
 OS0695| PID    Reference Object                     Distance      Geod. Az  |
 OS0695|                                                           dddmmss.s |
 OS0695| CO2298 BOYD RM 1                             8.680 METERS 06627     |
 OS0695| CO2299 BOYD RM 2                            19.580 METERS 13509     |
 OS0695| CO2297 BOYD AZ MK                                         2703802.6 |
 OS0695| OS0700 MISSION INDIAN SCH WATER TANK       APPROX.28.2 KM 2892125.8 |
 OS0695|---------------------------------------------------------------------|
 OS0695
 OS0695                          SUPERSEDED SURVEY CONTROL
 OS0695
 OS0695  NAD 83(1995)-  43 12 57.74065(N)    100 17 48.82106(W) AD(       ) 1
 OS0695  NAD 83(1986)-  43 12 57.74300(N)    100 17 48.83632(W) AD(       ) 1
 OS0695  NAD 27      -  43 12 57.72500(N)    100 17 47.37400(W) AD(       ) 1
 OS0695
 OS0695.Superseded values are not recommended for survey control.
 OS0695
 OS0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0695.See file dsdata.pdf to determine how the superseded data were derived.
 OS0695
 OS0695_MARKER: DS = TRIANGULATION STATION DISK
 OS0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0695_STAMPING: BOYD 1936
 OS0695_MARK LOGO: CGS
 OS0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0695+STABILITY: SURFACE MOTION
 OS0695
 OS0695  HISTORY     - Date     Condition        Report By
 OS0695  HISTORY     - 1936     MONUMENTED       CGS
 OS0695
 OS0695                          STATION DESCRIPTION
 OS0695
 OS0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0695'THE STATION IS LOCATED ON A HIGH NARROW-BACKED RIDGE 38.1 MILES BY
 OS0695'ROAD, ABOUT 21.0 MILES NORTHEAST AIRLINE FROM VALENTINE, NEBR.,
 OS0695'25.7 MILES BY ROAD AND ABOUT 19.0 MILES AIRLINE SOUTHEAST OF
 OS0695'MISSION, S. DAK., 14.8 MILES NORTH OF THE STATE LINE, 0.3 MILE
 OS0695'EAST OF ROAD LEADING TO FOOT OF RIDGE, ON PROPERTY OWNED BY MR.
 OS0695'BOYD.  THE STATION IS ON THE HIGHEST POINT OF THE RIDGE WHICH
 OS0695'RUNS SOUTHEAST AND NORTHWEST, 10 FEET SOUTHEAST OF A WIRE FENCE
 OS0695'WHICH RUNS EAST AND WEST ACROSS THE CENTER OF THE RIDGE.
 OS0695'STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 OS0695'BLOCK PROJECTING 5 INCHES.
 OS0695'
 OS0695'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION ON THE
 OS0695'EAST SLOPE OF THE BUTTE.  IT PROJECTS 5 INCHES.
 OS0695'
 OS0695'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION ALONG THE TOP
 OS0695'OF THE RIDGE.  IT PROJECTS 5 INCHES.
 OS0695'
 OS0695'THE AZIMUTH MARK IS ABOUT 0.9 MILE WEST OF THE STATION AT THE FOOT
 OS0695'OF THE BUTTE, AT THE END OF THE ROAD LEADING TO THE STATION.
 OS0695'
 OS0695'TO REACH FROM THE COURTHOUSE IN VALENTINE, NEBR., GO WEST AND
 OS0695'NORTH ON U.S. HIGHWAY 183 FOR 9.2 MILES TO THE STATE LINE
 OS0695'WHERE U.S. 183 TURNS LEFT AND A DIRT ROAD BEARS RIGHT (EAST),
 OS0695'TURN RIGHT AND GO 3.3 MILES TO A T-INTERSECTION, TURN RIGHT
 OS0695'(EAST) AND GO 5.9 MILES TO A CROSS ROAD AT WHICH THERE IS A
 OS0695'GASOLINE STATION AND A WHITE SCHOOLHOUSE ON THE NORTH SIDE OF
 OS0695'THE ROAD, TURN LEFT (NORTH) AND GO 1.0 MILE TO A T-INTERSECTION,
 OS0695'TURN RIGHT 2.0 MILES TO A T-INTERSECTION, TURN LEFT (NORTH)
 OS0695'AND GO 11.0 MILES TO A CROSS ROAD WITH A FARMHOUSE IN THE
 OS0695'SOUTHEAST CORNER, TURN RIGHT AND GO 2.3 MILES TO A BRIDGE OVER
 OS0695'THE KEYAPAHA RIVER, CONTINUE AHEAD 1.8 MILES TO A SECTION CORNER
 OS0695'WHERE THE MAIN ROAD TURNS LEFT (NORTH) AND A TRAIL
 OS0695'CONTINUES ON EAST, CONTINUE DUE EAST FOR 0.8 MILE TO A
 OS0695'FARMHOUSE.  CONTINUE ON TRAIL FOR 0.9 MILE TO THE AZIMUTH MARK
 OS0695'AT FOOT OF THE BUTTE, (WEST SIDE).  STATION IS 0.9 MILE DUE
 OS0695'EAST OF THE AZIMUTH MARK ON THE TOP OF THE BUTTE.
 OS0695'
 OS0695'SIGNALS SHOWN FROM THE GROUND AT CLEARFIELD, MOORE, BARNETT AND
 OS0695'LAMOUREAUX-1933 AND FROM A 64-FOOT STEEL TOWER AT JELLY WERE
 OS0695'VISIBLE FROM THE GROUND AT THIS STATION.
 OS0695'
 OS0695'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0695'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0858 ***********************************************************************
 PR0858  DESIGNATION -  BOYD
 PR0858  PID         -  PR0858
 PR0858  STATE/COUNTY-  SD/CODINGTON
 PR0858  COUNTRY     -  US
 PR0858  USGS QUAD   -  HENRY (2017)
 PR0858
 PR0858                         *CURRENT SURVEY CONTROL
 PR0858  ______________________________________________________________________
 PR0858* NAD 83(1996) POSITION- 44 53 02.43782(N) 097 24 38.41614(W)   ADJUSTED
 PR0858* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 PR0858  ______________________________________________________________________
 PR0858  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 PR0858  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 PR0858  HORZ ORDER      -  SECOND
 PR0858
 PR0858.The horizontal coordinates were established by classical geodetic methods
 PR0858.and adjusted by the National Geodetic Survey in January 1998.
 PR0858
 PR0858.The orthometric height was scaled from a topographic map.
 PR0858
 PR0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0858.GEOID18 height accuracy estimate available here.
 PR0858
 PR0858.Click photographs - Photos may exist for this station.
 PR0858
 PR0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0858
 PR0858. The following values were computed from the NAD 83(1996) position.
 PR0858
 PR0858;                    North         East     Units Scale Factor Converg.
 PR0858;SPC SD N     -   120,024.506   804,525.413   MT  0.99994335   +1 49 57.2
 PR0858;SPC SD N     -   393,780.40  2,639,513.79   sFT  0.99994335   +1 49 57.2
 PR0858;UTM  14      - 4,971,294.197   625,515.988   MT  0.99979372   +1 07 18.1
 PR0858
 PR0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0858!SPC SD N     -   0.99991873  x   0.99994335  =   0.99986208
 PR0858!UTM  14      -   0.99991873  x   0.99979372  =   0.99971246
 PR0858
 PR0858:                Primary Azimuth Mark                     Grid Az
 PR0858:SPC SD N     -  BOYD AZ MK                               178 36 32.5
 PR0858:UTM  14      -  BOYD AZ MK                               179 19 11.6
 PR0858
 PR0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2551571294(NAD 83)
 PR0858
 PR0858|---------------------------------------------------------------------|
 PR0858| PID    Reference Object                     Distance      Geod. Az  |
 PR0858|                                                           dddmmss.s |
 PR0858| CO5219 BOYD RM 1                            18.807 METERS 06606     |
 PR0858| CO5218 BOYD AZ MK                                         1802629.7 |
 PR0858| CO5220 BOYD RM 2                            27.995 METERS 19152     |
 PR0858| PR0856 HENRY ST HENRYS CATH CH SPIRE       APPROX. 4.2 KM 2582602.8 |
 PR0858|---------------------------------------------------------------------|
 PR0858
 PR0858                          SUPERSEDED SURVEY CONTROL
 PR0858
 PR0858  NAD 83(1986)-  44 53 02.43568(N)    097 24 38.39988(W) AD(       ) 2
 PR0858  NAD 27      -  44 53 02.56488(N)    097 24 37.11696(W) AD(       ) 2
 PR0858
 PR0858.Superseded values are not recommended for survey control.
 PR0858
 PR0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0858.See file dsdata.pdf to determine how the superseded data were derived.
 PR0858
 PR0858_MARKER: DS = TRIANGULATION STATION DISK
 PR0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0858_STAMPING: BOYD 1952
 PR0858_MARK LOGO: CGS
 PR0858_PROJECTION: FLUSH
 PR0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0858+STABILITY: SURFACE MOTION
 PR0858
 PR0858  HISTORY     - Date     Condition        Report By
 PR0858  HISTORY     - 1952     MONUMENTED       CGS
 PR0858
 PR0858                          STATION DESCRIPTION
 PR0858
 PR0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0858'THE STATION IS IN SECTION 2, T 116 N, R 55 W, ON THE PROPERTY OF
 PR0858'MR. HAROLD BOYD, ABOUT 2-3/4 MILES EAST AND 1/4 MILE NORTH OF
 PR0858'HENRY, 1/2 MILE NORTH OF U.S. HIGHWAY 212, 150 FEET WEST OF A BARN
 PR0858'AND WINDMILL, 55 FEET EAST OF THE CENTER OF A GRADED DIRT ROAD,
 PR0858'36 FEET SOUTHEAST OF A FENCE CORNER, 29 FEET SOUTHWEST OF A 4 X 4
 PR0858'INCH WITNESS POST AND 25 FEET NORTH OF THE CENTER OF A TRACK
 PR0858'ROAD.
 PR0858'
 PR0858'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 PR0858'U.S. HIGHWAY 212 IN HENRY, GO EAST ON U.S. HIGHWAY 212 FOR 2.9
 PR0858'MILES TO A CROSS ROAD, TURN LEFT AND GO NORTH FOR 0.2 MILE TO THE
 PR0858'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON THE GRADED
 PR0858'DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 PR0858'
 PR0858'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PR0858'STAMPED BOYD 1952.
 PR0858'
 PR0858'REFERENCE MARK 1 IS 4 FEET NORTHWEST OF THE NORTHWEST CORNER
 PR0858'OF A CEMENT FOUNDATION AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 PR0858'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOYD NO 1 1952.
 PR0858'
 PR0858'REFERENCE MARK 2 IS 62 FEET SOUTH OF THE CENTER OF THE TRACK
 PR0858'ROAD AND 37 FEET EAST OF THE CENTER OF THE GRADED ROAD.  THE MARK
 PR0858'PROJECTS 5 INCHES AND THE DISK IS STAMPED BOYD NO 2 1952.
 PR0858'
 PR0858'THE AZIMUTH MARK IS 54 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 PR0858'TRACK, 36 FEET EAST OF THE CENTER OF THE GRADED ROAD, 9 FEET SOUTH
 PR0858'OF A GATE POST AND 7 FEET NORTH OF A FENCE CORNER.  THE MARK
 PR0858'PROJECTS 7 INCHES AND THE DISK IS STAMPED BOYD 1952.
 PR0858'
 PR0858'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0548 ***********************************************************************
 QT0548  DESIGNATION -  BRACE
 QT0548  PID         -  QT0548
 QT0548  STATE/COUNTY-  SD/HARDING
 QT0548  COUNTRY     -  US
 QT0548  USGS QUAD   -  PINE SPRING (2017)
 QT0548
 QT0548                         *CURRENT SURVEY CONTROL
 QT0548  ______________________________________________________________________
 QT0548* NAD 83(1996) POSITION- 45 35 15.38123(N) 103 47 44.99568(W)   ADJUSTED
 QT0548* NAVD 88 ORTHO HEIGHT -  1058.491 (meters)     3472.73  (feet) ADJUSTED
 QT0548  ______________________________________________________________________
 QT0548  GEOID HEIGHT    -        -15.972 (meters)                     GEOID18
 QT0548  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 QT0548  DYNAMIC HEIGHT  -       1058.285 (meters)     3472.06  (feet) COMP
 QT0548  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 QT0548
 QT0548  HORZ ORDER      -  SECOND
 QT0548  VERT ORDER      -  FIRST     CLASS II
 QT0548
 QT0548.The horizontal coordinates were established by classical geodetic methods
 QT0548.and adjusted by the National Geodetic Survey in January 1998.
 QT0548
 QT0548.The orthometric height was determined by differential leveling and
 QT0548.adjusted by the NATIONAL GEODETIC SURVEY
 QT0548.in April 2000.
 QT0548
 QT0548.No vertical observational check was made to the station.
 QT0548
 QT0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0548.GEOID18 height accuracy estimate available here.
 QT0548
 QT0548.Click photographs - Photos may exist for this station.
 QT0548
 QT0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0548
 QT0548.The dynamic height is computed by dividing the NAVD 88
 QT0548.geopotential number by the normal gravity value computed on the
 QT0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0548.degrees latitude (g = 980.6199 gals.).
 QT0548
 QT0548.The modeled gravity was interpolated from observed gravity values.
 QT0548
 QT0548. The following values were computed from the NAD 83(1996) position.
 QT0548
 QT0548;                    North         East     Units Scale Factor Converg.
 QT0548;SPC SD N     -   201,887.594   303,899.120   MT  0.99998293   -2 41 11.2
 QT0548;SPC SD N     -   662,359.55    997,042.36   sFT  0.99998293   -2 41 11.2
 QT0548;UTM  13      - 5,048,934.474   593,931.645   MT  0.99970848   +0 51 36.8
 QT0548
 QT0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0548!SPC SD N     -   0.99983658  x   0.99998293  =   0.99981952
 QT0548!UTM  13      -   0.99983658  x   0.99970848  =   0.99954511
 QT0548
 QT0548:                Primary Azimuth Mark                     Grid Az
 QT0548:SPC SD N     -  L 32 RESET                               250 29 42.3
 QT0548:UTM  13      -  L 32 RESET                               246 56 54.3
 QT0548
 QT0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9393148934(NAD 83)
 QT0548
 QT0548|---------------------------------------------------------------------|
 QT0548| PID    Reference Object                     Distance      Geod. Az  |
 QT0548|                                                           dddmmss.s |
 QT0548| QT0545 BUFFALO MUNICIPAL TANK              APPROX.19.2 KM 0905313.0 |
 QT0548| QT0544 BUFFALO MUN AIRPORT BEACON          APPROX.20.3 KM 0915157.3 |
 QT0548| QT0336 K 32                                               1212622.8 |
 QT0548| AI2539 BRACE RM 1                           10.658 METERS 12522     |
 QT0548| QT0367 L 32 RESET                          APPROX. 2.2 KM 2474831.1 |
 QT0548| QT0549 BRACE RM 2                           13.635 METERS 32820     |
 QT0548|---------------------------------------------------------------------|
 QT0548
 QT0548                          SUPERSEDED SURVEY CONTROL
 QT0548
 QT0548  NAD 83(1993)-  45 35 15.37171(N)    103 47 44.98992(W) AD(       ) 2
 QT0548  NAD 83(1986)-  45 35 15.36894(N)    103 47 44.98645(W) AD(       ) 2
 QT0548  NAD 27      -  45 35 15.37800(N)    103 47 43.25700(W) AD(       ) 2
 QT0548
 QT0548.Superseded values are not recommended for survey control.
 QT0548
 QT0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0548.See file dsdata.pdf to determine how the superseded data were derived.
 QT0548
 QT0548_MARKER: DS = TRIANGULATION STATION DISK
 QT0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0548_STAMPING: BRACE 1952
 QT0548_MARK LOGO: CGS
 QT0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0548+STABILITY: SURFACE MOTION
 QT0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0548+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0548
 QT0548  HISTORY     - Date     Condition        Report By
 QT0548  HISTORY     - 1952     MONUMENTED       CGS
 QT0548  HISTORY     - 1973     GOOD             NGS
 QT0548  HISTORY     - 1979     GOOD             NGS
 QT0548  HISTORY     - 19981030 GOOD             NGS
 QT0548
 QT0548                          STATION DESCRIPTION
 QT0548
 QT0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0548'THE STATION IS LOCATED ABOUT 12 MILES WEST OF BUFFALO, ON
 QT0548'THE SUMMIT OF A HIGH RIDGE JUST NORTH OF STATE HIGHWAY NO. 8,
 QT0548'IN SECTION 30, T 19 N, R 3 E, 167 FEET SOUTHEAST OF A FENCE
 QT0548'CORNER, 40 PACES NORTHWEST OF THE SOUTHEAST EDGE OF THE
 QT0548'RIDGE, AND 7 FEET NORTH OF A 4 IN X 4 IN WITNESS POST.
 QT0548'
 QT0548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 8
 QT0548'AND U.S. HIGHWAY NO. 85 IN BUFFALO, GO WEST ON NO. 8 FOR
 QT0548'13.3 MILES TO BENCH MARK K 32 (AZ. MK.) ON THE RIGHT.  CONTINUE
 QT0548'WESTERLY ON NO. 8 FOR 0.8 MILE TO A FORK.  THEN RIGHT, NORTHERLY,
 QT0548'FOR 0.05 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD, THEN
 QT0548'RIGHT (EASTERLY ACROSS PASTURE) FOR 0.3 MILE TO THE CREST OF
 QT0548'THE RIDGE AND THE STATION.
 QT0548'
 QT0548'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0548'BRACE 1952.
 QT0548'
 QT0548'REFERENCE MARK NO. 1 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 QT0548'4 INCHES, AND THE DISK IS STAMPED BRACE NO 1 1952.
 QT0548'
 QT0548'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE, AND 122
 QT0548'FEET SOUTHEAST OF THE FENCE CORNER.  IT PROJECTS 5 INCHES,
 QT0548'AND THE DISK IS STAMPED BRACE NO 2 1952.
 QT0548'
 QT0548'BENCH MARK K 32 IS 46 FEET NORTHEAST OF THE CENTER OF THE
 QT0548'HIGHWAY, 22 FEET NORTHWEST OF A TELEPHONE POLE, AND 2 FEET
 QT0548'WEST OF A 4 IN X 4 IN WITNESS POST.  IT IS A U.S. COAST AND
 QT0548'GEODETIC SURVEY BENCH MARK DISK STAMPED K 32 1934 SET IN A
 QT0548'12 IN X 12 IN CONCRETE POST THAT PROJECTS 8 INCHES.
 QT0548
 QT0548                          STATION RECOVERY (1973)
 QT0548
 QT0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QT0548'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND BENCH
 QT0548'MARK K 32 1934 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.
 QT0548'
 QT0548'A NEW DESCRIPTION FOLLOWS--
 QT0548'
 QT0548'THE STATION IS LOCATED ABOUT 12 MILES WEST OF BUFFALO, IN
 QT0548'SEC. 30, T 19 N, R 3 E, NEAR THE SOUTHEAST END OF A HIGH
 QT0548'RIDGE, JUST NORTH OF STATE HIGHWAY 20.
 QT0548'
 QT0548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 QT0548'AND STATE HIGHWAY 20 IN BUFFALO, GO WEST ON HIGHWAY 20 FOR 13
 QT0548'MILES TO THE AZIMUTH MARK ON THE RIGHT JUST WEST OF AN S
 QT0548'CURVE AND A DRAW, CONTINUE WEST ON HIGHWAY 20 FOR 0.8 MILE
 QT0548'TO THE TOP OF A PASS AND A RANCH ROAD ON THE RIGHT, TURN
 QT0548'RIGHT AND GO NORTH ON THE RANCH ROAD 0.05 MILE TO A CATTLE
 QT0548'GUARD, CROSS THE CATTLE GUARD AND TURN RIGHT AND GO EASTERLY
 QT0548'TO THE TOP OF THE RIDGE 0.3 MILE TO THE STATION AS DESCRIBED.
 QT0548'(PACKING TIME TO STATION FROM BASE OF SOUTHEAST END OF RIDGE
 QT0548'- 5 MINUTES.)
 QT0548'
 QT0548'THE STATION MARK IS A STANDARD DISK STAMPED BRACE 1952, SET
 QT0548'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 QT0548'167 FEET SOUTHEAST OF A FENCE CORNER, AND 40 PACES NORTHWEST
 QT0548'OF THE SOUTHEAST EDGE OF THE RIDGE.
 QT0548'
 QT0548'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BRACE NO 1
 QT0548'1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 QT0548'IT IS ON THE CREST OF THE RIDGE SOUTHEAST OF THE STATION.
 QT0548'
 QT0548'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BRACE NO 2
 QT0548'1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 QT0548'IT IS ON THE RIDGE NORTHWEST OF THE STATION.
 QT0548'
 QT0548'BENCH MARK K 32 1934 (AZIMUTH MARK) IS A STANDARD BENCH MARK
 QT0548'DISK STAMPED K 32 1934, SET IN A SQUARE CONCRETE MONUMENT
 QT0548'WHICH PROJECTS 10-INCHES.  IT IS 46 FEET NORTHEAST OF THE
 QT0548'CENTER OF HIGHWAY 20, 22 FEET NORTHWEST OF A TELEPHONE POLE,
 QT0548'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 QT0548'
 QT0548'THE DISTANCE R.M. NO. 1 TO R.M. NO. 2 WAS NOT MEASURED AS
 QT0548'IT IS OVER A RIDGE.
 QT0548'
 QT0548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12
 QT0548'MILES WEST OF BUFFALO
 QT0548
 QT0548                          STATION RECOVERY (1979)
 QT0548
 QT0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QT0548'STATION MARK, RM 1, RM 2 WERE RECOVERED IN GOOD CONDITION.  BENCH
 QT0548'MARK K 32 1934 (AZ. MK) WAS FOUND DESTROYED.  BM L 32 RESET 1979 WAS
 QT0548'ESTABLISH AS AZIMUTH MARK.
 QT0548'
 QT0548'THE DISTANCE AND DIRECTION TO RM 1 AND RM 2 CHECKED THE 1952 DATA.
 QT0548'
 QT0548'THE STATION IS LOCATED ABOUT 12 MILES WEST OF BUFFALO, ABOUT 16 MILES
 QT0548'EAST OF THE MONTANA-SOUTH DAKOTA STATE LINE, ABOUT 10 MILES EAST OF
 QT0548'CAMP CROOKS, ON A SUMMIT OF RIDGE JUST NORTH OF STATE HIGHWAY 20.
 QT0548'
 QT0548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE
 QT0548'HIGHWAY 20 IN BUFFALO, GO WEST ON STATE HIGHWAY 20 FOR 13.0 MILES TO
 QT0548'A SIDE TRACK ROAD RIGHT, TURN RIGHT, GO NORTH FOR 0.05 MILE TO GATE,
 QT0548'PASS THRU GATE, BEAR RIGHT PICK WAY EASTERLY ACROSS PASTURE FOR 0.3
 QT0548'MILE TO FENCE CORNER AT SUMMIT OF HILL AND STATION, SOUTHEAST OF
 QT0548'FENCE CORNER.  NOTE--THE MILAGE ABOVE IS SUBJECT TO CHANGE, WHEN
 QT0548'STATE HIGHWAY 20 RECONSTRUCTION IS COMPLETED.
 QT0548'
 QT0548'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 QT0548'---BRACE 1952---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 QT0548'(12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND
 QT0548'LOCATED 50.9 METERS (167 FEET) SE FROM A FENCE CORNER AND 0.91 METER
 QT0548'(3.0 FEET) NE FROM A WITNESS POST.
 QT0548'
 QT0548'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QT0548'STAMPED---BRACE 1952---.
 QT0548'
 QT0548'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QT0548'STAMPED---BRACE NO1 1952---SET INTO THE TOP OF A ROUND CONCRETE
 QT0548'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES)
 QT0548'ABOVE THE GROUND LOCATED 11.13 METERS (36.5 FEET) E FROM A WITNESS
 QT0548'POST AND IS LEVEL WITH THE STATION.
 QT0548'
 QT0548'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QT0548'STAMPED---BRACE NO 2 1952---SET INTO THE TOP OF A ROUND CONCRETE
 QT0548'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 30 CM (12 INCHES)
 QT0548'ABOVE THE GROUND LOCATED 37.2 METERS (122 FEET) SE FROM A FENCE
 QT0548'CORNER, 13.7 METERS (45 FEET) NW FROM A WITNESS POST, AND IS LEVEL
 QT0548'WITH THE STATION.
 QT0548'
 QT0548'AZIMUTH MARK NO. 2 IS A STANDARD NGS-BM DISK STAMPED---L 32
 QT0548'RESET 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 QT0548'INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 30.8 METERS (101
 QT0548'FEET) N FROM THE CENTER LINE OF STATE HIGHWAY 20 AND 0.40 METER (1.3
 QT0548'FEET) N FROM A WITNESS POST.
 QT0548'
 QT0548'TO REACH AZI. MK BM L32 RESET 1979 FROM THE STATION, GO WESTERLY
 QT0548'ACROSS PASTURE 0.3 MILE TO GATE, PASS THRU GATE, GO WESTERLY ON STATE
 QT0548'HIGHWAY 20 FOR 1 MILE TO MARK ON RIGHT.
 QT0548'
 QT0548'NOTE--MILAGE MAY CHANGE DUE TO RE-CONSTRUCTION OF STATE HIGHWAY 20.
 QT0548
 QT0548                          STATION RECOVERY (1998)
 QT0548
 QT0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0548'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0548'IN CAMP CROOK, THENCE 14.3 KM (8.90 MI) EASTERLY ALONG STATE HIGHWAY
 QT0548'20, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A TRACK ROAD, THENCE 0.4
 QT0548'KM (0.25 MI) EASTERLY ALONG A FENCE LINE, 51.5 M (169.0 FT) SOUTHEAST
 QT0548'OF A FENCE CORNER, 13.7 M (44.9 FT) SOUTHEAST OF REFERENCE MARK 2,
 QT0548'10.7 M (35.1 FT) NORTHWEST OF REFERENCE MARK 1, 0.8 M (2.6 FT) EAST OF
 QT0548'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0548'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GARY
 QT0548'LICKING, P.O. BOX 456, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2539 ***********************************************************************
 AI2539  DESIGNATION -  BRACE RM 1
 AI2539  PID         -  AI2539
 AI2539  STATE/COUNTY-  SD/HARDING
 AI2539  COUNTRY     -  US
 AI2539  USGS QUAD   -  PINE SPRING (2017)
 AI2539
 AI2539                         *CURRENT SURVEY CONTROL
 AI2539  ______________________________________________________________________
 AI2539* NAD 83(1986) POSITION- 45 35 15.18   (N) 103 47 44.59   (W)   HD_HELD1
 AI2539* NAVD 88 ORTHO HEIGHT -  1057.745 (meters)     3470.29  (feet) ADJUSTED
 AI2539  ______________________________________________________________________
 AI2539  GEOID HEIGHT    -        -15.972 (meters)                     GEOID18
 AI2539  DYNAMIC HEIGHT  -       1057.539 (meters)     3469.61  (feet) COMP
 AI2539  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 AI2539
 AI2539  VERT ORDER      -  FIRST     CLASS II
 AI2539
 AI2539.The horizontal coordinates were determined by differentially corrected
 AI2539.hand held GPS observations or other comparable positioning techniques
 AI2539.and have an estimated accuracy of +/- 3 meters.
 AI2539
 AI2539.The orthometric height was determined by differential leveling and
 AI2539.adjusted by the NATIONAL GEODETIC SURVEY
 AI2539.in April 2000.
 AI2539
 AI2539.No vertical observational check was made to the station.
 AI2539
 AI2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2539.GEOID18 height accuracy estimate available here.
 AI2539
 AI2539.Click photographs - Photos may exist for this station.
 AI2539
 AI2539.The dynamic height is computed by dividing the NAVD 88
 AI2539.geopotential number by the normal gravity value computed on the
 AI2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2539.degrees latitude (g = 980.6199 gals.).
 AI2539
 AI2539.The modeled gravity was interpolated from observed gravity values.
 AI2539
 AI2539;                    North         East    Units  Estimated Accuracy
 AI2539;SPC SD N     -   201,881.0     303,907.6     MT  (+/- 3 meters HH1 GPS) 
 AI2539
 AI2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9394048928(NAD 83)
 AI2539
 AI2539                          SUPERSEDED SURVEY CONTROL
 AI2539
 AI2539.No superseded survey control is available for this station.
 AI2539
 AI2539_MARKER: DR = REFERENCE MARK DISK
 AI2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2539_STAMPING: BRACE NO 1 1952
 AI2539_MARK LOGO: CGS
 AI2539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2539+STABILITY: SURFACE MOTION
 AI2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2539+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI2539
 AI2539  HISTORY     - Date     Condition        Report By
 AI2539  HISTORY     - 1952     MONUMENTED       CGS
 AI2539  HISTORY     - 19981030 GOOD             NGS
 AI2539
 AI2539                          STATION DESCRIPTION
 AI2539
 AI2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI2539'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 AI2539'IN CAMP CROOK, THENCE 14.3 KM (8.90 MI) EASTERLY ALONG STATE HIGHWAY
 AI2539'20, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A TRACK ROAD, THENCE 0.4
 AI2539'KM (0.25 MI) EASTERLY ALONG A FENCE LINE, 62.2 M (204.1 FT) SOUTHEAST
 AI2539'OF A FENCE CORNER, 11.0 M (36.1 FT) SOUTHEAST OF A WITNESS POST, 10.7
 AI2539'M (35.1 FT) SOUTHEAST OF THE STATION MARK, AND THE MONUMENT PROJECTS
 AI2539'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI2539'PROPERTY OWNED BY GARY LICKING, P.O. BOX 456, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0549 ***********************************************************************
 QT0549  DESIGNATION -  BRACE RM 2
 QT0549  PID         -  QT0549
 QT0549  STATE/COUNTY-  SD/HARDING
 QT0549  COUNTRY     -  US
 QT0549  USGS QUAD   -  PINE SPRING (2017)
 QT0549
 QT0549                         *CURRENT SURVEY CONTROL
 QT0549  ______________________________________________________________________
 QT0549* NAD 83(1996) POSITION- 45 35 15.75714(N) 103 47 45.32587(W)   ADJUSTED
 QT0549* NAVD 88 ORTHO HEIGHT -  1057.801 (meters)     3470.47  (feet) ADJUSTED
 QT0549  ______________________________________________________________________
 QT0549  GEOID HEIGHT    -        -15.972 (meters)                     GEOID18
 QT0549  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 QT0549  DYNAMIC HEIGHT  -       1057.595 (meters)     3469.79  (feet) COMP
 QT0549  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 QT0549
 QT0549  HORZ ORDER      -  SECOND
 QT0549  VERT ORDER      -  FIRST     CLASS II
 QT0549
 QT0549.The horizontal coordinates were established by classical geodetic methods
 QT0549.and adjusted by the National Geodetic Survey in January 1998.
 QT0549
 QT0549.The orthometric height was determined by differential leveling and
 QT0549.adjusted by the NATIONAL GEODETIC SURVEY
 QT0549.in April 2000.
 QT0549
 QT0549.No vertical observational check was made to the station.
 QT0549
 QT0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0549.GEOID18 height accuracy estimate available here.
 QT0549
 QT0549.Click photographs - Photos may exist for this station.
 QT0549
 QT0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0549
 QT0549.The dynamic height is computed by dividing the NAVD 88
 QT0549.geopotential number by the normal gravity value computed on the
 QT0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0549.degrees latitude (g = 980.6199 gals.).
 QT0549
 QT0549.The modeled gravity was interpolated from observed gravity values.
 QT0549
 QT0549. The following values were computed from the NAD 83(1996) position.
 QT0549
 QT0549;                    North         East     Units Scale Factor Converg.
 QT0549;SPC SD N     -   201,899.522   303,892.514   MT  0.99998295   -2 41 11.5
 QT0549;SPC SD N     -   662,398.68    997,020.69   sFT  0.99998295   -2 41 11.5
 QT0549;UTM  13      - 5,048,945.967   593,924.316   MT  0.99970846   +0 51 36.6
 QT0549
 QT0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0549!SPC SD N     -   0.99983669  x   0.99998295  =   0.99981965
 QT0549!UTM  13      -   0.99983669  x   0.99970846  =   0.99954520
 QT0549
 QT0549:                Primary Azimuth Mark                     Grid Az
 QT0549:SPC SD N     -  L 32 RESET                               250 08 55.1
 QT0549:UTM  13      -  L 32 RESET                               246 36 07.0
 QT0549
 QT0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9392448945(NAD 83)
 QT0549
 QT0549|---------------------------------------------------------------------|
 QT0549| PID    Reference Object                     Distance      Geod. Az  |
 QT0549|                                                           dddmmss.s |
 QT0549| QT0548 BRACE                                13.635 METERS 14820     |
 QT0549| QT0367 L 32 RESET                          APPROX. 2.2 KM 2472743.6 |
 QT0549|---------------------------------------------------------------------|
 QT0549
 QT0549                          SUPERSEDED SURVEY CONTROL
 QT0549
 QT0549  NAD 83(1993)-  45 35 15.74762(N)    103 47 45.32010(W) AD(       ) 2
 QT0549  NAD 83(1986)-  45 35 15.74484(N)    103 47 45.31663(W) AD(       ) 2
 QT0549  NAD 27      -  45 35 15.75380(N)    103 47 43.58713(W) AD(       ) 2
 QT0549  NGVD 29 (07/19/86) 1057.1    (m)         3468.     (f) VERT ANG       
 QT0549
 QT0549.Superseded values are not recommended for survey control.
 QT0549
 QT0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0549.See file dsdata.pdf to determine how the superseded data were derived.
 QT0549
 QT0549_MARKER: DR = REFERENCE MARK DISK
 QT0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0549_STAMPING: BRACE NO 2 1952
 QT0549_MARK LOGO: CGS
 QT0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0549+STABILITY: SURFACE MOTION
 QT0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0549+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0549
 QT0549  HISTORY     - Date     Condition        Report By
 QT0549  HISTORY     - 1952     MONUMENTED       CGS
 QT0549  HISTORY     - 19981030 GOOD             NGS
 QT0549
 QT0549                          STATION DESCRIPTION
 QT0549
 QT0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0549'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0549'IN CAMP CROOK, THENCE 14.3 KM (8.90 MI) EASTERLY ALONG STATE HIGHWAY
 QT0549'20, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A TRACK ROAD, THENCE 0.4
 QT0549'KM (0.25 MI) EASTERLY ALONG A FENCE LINE, 37.8 M (124.0 FT) SOUTHEAST
 QT0549'OF A FENCE CORNER, 13.7 M (44.9 FT) NORTHWEST OF THE STATION MARK,
 QT0549'13.7 M (44.9 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 QT0549'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QT0549'IS ON PROPERTY OWNED BY GARY LICKING, P.O. BOX 456, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0440 ***********************************************************************
 QQ0440  DESIGNATION -  BRADLEY
 QQ0440  PID         -  QQ0440
 QQ0440  STATE/COUNTY-  SD/CLARK
 QQ0440  COUNTRY     -  US
 QQ0440  USGS QUAD   -  HEGGS LAKE (2017)
 QQ0440
 QQ0440                         *CURRENT SURVEY CONTROL
 QQ0440  ______________________________________________________________________
 QQ0440* NAD 83(1996) POSITION- 45 05 56.47626(N) 097 34 33.56377(W)   ADJUSTED
 QQ0440* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 QQ0440  ______________________________________________________________________
 QQ0440  GEOID HEIGHT    -        -24.855 (meters)                     GEOID18
 QQ0440  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 QQ0440  HORZ ORDER      -  SECOND
 QQ0440
 QQ0440.The horizontal coordinates were established by classical geodetic methods
 QQ0440.and adjusted by the National Geodetic Survey in January 1998.
 QQ0440
 QQ0440.The orthometric height was scaled from a topographic map.
 QQ0440
 QQ0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0440.GEOID18 height accuracy estimate available here.
 QQ0440
 QQ0440.Click photographs - Photos may exist for this station.
 QQ0440
 QQ0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0440
 QQ0440. The following values were computed from the NAD 83(1996) position.
 QQ0440
 QQ0440;                    North         East     Units Scale Factor Converg.
 QQ0440;SPC SD N     -   143,502.524   790,755.975   MT  0.99993946   +1 42 56.0
 QQ0440;SPC SD N     -   470,807.86  2,594,338.56   sFT  0.99993946   +1 42 56.0
 QQ0440;UTM  14      - 4,994,936.805   612,040.269   MT  0.99975435   +1 00 31.6
 QQ0440
 QQ0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0440!SPC SD N     -   0.99991543  x   0.99993946  =   0.99985489
 QQ0440!UTM  14      -   0.99991543  x   0.99975435  =   0.99966980
 QQ0440
 QQ0440:                Primary Azimuth Mark                     Grid Az
 QQ0440:SPC SD N     -  BRADLEY AZ MK 2                          123 47 40.6
 QQ0440:UTM  14      -  BRADLEY AZ MK 2                          124 30 05.0
 QQ0440
 QQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1204094936(NAD 83)
 QQ0440
 QQ0440|---------------------------------------------------------------------|
 QQ0440| PID    Reference Object                     Distance      Geod. Az  |
 QQ0440|                                                           dddmmss.s |
 QQ0440| CO5226 BRADLEY RM 2                          8.697 METERS 00029     |
 QQ0440| CO5227 BRADLEY RM 3                         11.352 METERS 00241     |
 QQ0440| CO5223 BRADLEY AZ MK                                      1245638.0 |
 QQ0440| CO5224 BRADLEY AZ MK 2                                    1253036.6 |
 QQ0440| CO5228 BRADLEY RM 4                          8.911 METERS 17848     |
 QQ0440| CO5225 BRADLEY RM 1                          8.733 METERS 18008     |
 QQ0440|---------------------------------------------------------------------|
 QQ0440
 QQ0440                          SUPERSEDED SURVEY CONTROL
 QQ0440
 QQ0440  NAD 83(1986)-  45 05 56.47700(N)    097 34 33.54614(W) AD(       ) 2
 QQ0440  NAD 27      -  45 05 56.62034(N)    097 34 32.24215(W) AD(       ) 2
 QQ0440
 QQ0440.Superseded values are not recommended for survey control.
 QQ0440
 QQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0440.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0440
 QQ0440_MARKER: DS = TRIANGULATION STATION DISK
 QQ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0440_STAMPING: BRADLEY 1952
 QQ0440_MARK LOGO: CGS
 QQ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0440+STABILITY: SURFACE MOTION
 QQ0440
 QQ0440  HISTORY     - Date     Condition        Report By
 QQ0440  HISTORY     - 1952     MONUMENTED       CGS
 QQ0440  HISTORY     - 1976     GOOD             NGS
 QQ0440
 QQ0440                          STATION DESCRIPTION
 QQ0440
 QQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0440'THE STATION IS ON THE RIGHT-OF-WAY OF A PUBLIC ROAD IN SECTION
 QQ0440'21, T 119 N, R 56 W, 5 MILES WEST AND 1 MILE NORTH OF WALLACE,
 QQ0440'3-1/2 MILES EAST AND 1/2 MILE NORTH OF BRADLEY, 32 FEET WEST OF
 QQ0440'THE CENTER OF THE ROAD, 24 FEET SOUTH OF A POWERLINE POLE AND
 QQ0440'18 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.
 QQ0440'
 QQ0440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 QQ0440'A GRAVELED ROAD LEADING SOUTH AT THE NORTH EDGE OF TOWN OF BRADLEY,
 QQ0440'GO EAST ON STATE HIGHWAY 20 FOR 3.4 MILES TO A CROSS ROAD, TURN
 QQ0440'LEFT (NORTH) AND FOLLOW THE MAIN ROAD FOR 0.25 MILE TO THE
 QQ0440'STATION ON THE LEFT AS DESCRIBED.
 QQ0440'
 QQ0440'TO REACH THE AZIMUTH MARK FROM THE CROSS ROAD ON STATE HIGHWAY
 QQ0440'20, GO EAST ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH MARK ON
 QQ0440'THE RIGHT AS DESCRIBED BELOW.
 QQ0440'
 QQ0440'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0440'BRADLEY 1952.
 QQ0440'
 QQ0440'REFERENCE MARK 1 IS 32 FEET WEST OF THE CENTER OF THE ROAD.  THE
 QQ0440'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRADLEY NO 1 1952.
 QQ0440'
 QQ0440'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTER OF THE ROAD, 7
 QQ0440'FEET NORTH OF THE WITNESS POST AND 4 FEET NORTHEAST OF THE
 QQ0440'POWERLINE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QQ0440'BRADLEY NO 2 1952.
 QQ0440'
 QQ0440'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 QQ0440'10 FEET SOUTHEAST OF A POWERLINE POLE, 2 FEET EAST OF A FENCE
 QQ0440'CORNER, AND 1.5 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST.  THE
 QQ0440'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRADLEY 1952.
 QQ0440'
 QQ0440'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0440
 QQ0440                          STATION RECOVERY (1976)
 QQ0440
 QQ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QQ0440'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 QQ0440'NO. 1 AND NO. 2, AND THE AZIMUTH MARK HAVE BEEN DESTROYED BY
 QQ0440'GRADING OPERATIONS.  THE REFERENCE MARK NO. 1 MONUMENT WAS FOUND
 QQ0440'AND THE DISK REMOVED AT THIS TIME, THE OTHER TWO MONUMENTS WERE
 QQ0440'NOT RECOVERED.  REFERENCE MARKS NO. 3 AND NO. 4, AND A NEW
 QQ0440'AZIMUTH MARK WERE ESTABLISHED.
 QQ0440'
 QQ0440'A NEW DESCRIPTION FOLLOWS--
 QQ0440'
 QQ0440'THE STATION IS LOCATED ABOUT 5 MILES WEST OF WALLACE, 3.5 MILES
 QQ0440'EAST OF BRADLEY, AND 2.0 MILES WEST OF THE INTERSECTION OF STATE
 QQ0440'HIGHWAYS 20 AND 25, ALONG THE WEST SIDE OF A GRADED ROAD, IN
 QQ0440'SEC. 21, T 119 N, R 56 W.
 QQ0440'
 QQ0440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 QQ0440'THE MAIN STREET LEADING SOUTH INTO BRADLEY, GO EAST ON HIGHWAY
 QQ0440'20 FOR 3.4 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON THE
 QQ0440'GRADED ROAD 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 QQ0440'
 QQ0440'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO EAST ON HIGHWAY
 QQ0440'20 FOR 0.5 MILE TO A TRACK ROAD AND THE MARK ON THE RIGHT AS
 QQ0440'DESCRIBED.
 QQ0440'
 QQ0440'THE STATION MARK IS A STANDARD DISK STAMPED BRADLEY 1952, SET IN
 QQ0440'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 QQ0440'IS AT THE TOP OF THE BACKSLOPE, 33 FEET WEST OF THE CENTER OF
 QQ0440'THE ROAD, 19 FEET SOUTH OF A WOODEN WITNESS POST, AND 2.6 FEET
 QQ0440'NORTH OF A METAL WITNESS POST.
 QQ0440'
 QQ0440'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BRADLEY 1952
 QQ0440'NO 3 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 QQ0440'THE GROUND.  IT IS AT THE BOTTOM OF THE BACKSLOPE ABOUT 3 FEET
 QQ0440'LOWER THAN THE STATION MARK, 40 FEET NORTH OF THE METAL WITNESS
 QQ0440'POST, 32 FEET WEST OF THE CENTER OF THE ROAD, AND 19 FEET
 QQ0440'NORTH-NORTHEAST OF THE WOODEN WITNESS POST.
 QQ0440'
 QQ0440'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BRADLEY 1952 NO 3
 QQ0440'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 QQ0440'GROUND.  IT IS AT THE TOP EDGE OF THE BACKSLOPE, 33 FEET WEST OF
 QQ0440'THE CENTER OF THE ROAD, AND 27 FEET SOUTH OF THE METAL WITNESS
 QQ0440'POST.
 QQ0440'
 QQ0440'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRADLEY 1952 1976,
 QQ0440'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QQ0440'4-INCHES.  IT IS 73 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 QQ0440'20, 22 FEET WEST OF THE CENTER OF THE TRACK ROAD, 9 FEET EAST OF
 QQ0440'A POWER POLE, 4 FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH OF
 QQ0440'A FENCE, AND 2.7 FEET WEST OF A METAL WITNESS POST.
 QQ0440'
 QQ0440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0440'ABOUT 3-1/2 MILES EAST OF BRADLEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0456 ***********************************************************************
 PV0456  DESIGNATION -  BRAKES
 PV0456  PID         -  PV0456
 PV0456  STATE/COUNTY-  SD/BUTTE
 PV0456  COUNTRY     -  US
 PV0456  USGS QUAD   -  BEULAH (2017)
 PV0456
 PV0456                         *CURRENT SURVEY CONTROL
 PV0456  ______________________________________________________________________
 PV0456* NAD 83(1996) POSITION- 44 37 08.26598(N) 104 03 11.94250(W)   ADJUSTED
 PV0456* NAVD 88 ORTHO HEIGHT -  1201.    (meters)     3940.    (feet) SCALED
 PV0456  ______________________________________________________________________
 PV0456  GEOID HEIGHT    -        -14.686 (meters)                     GEOID18
 PV0456  LAPLACE CORR    -         -8.02  (seconds)                    DEFLEC18
 PV0456  HORZ ORDER      -  SECOND
 PV0456
 PV0456.The horizontal coordinates were established by classical geodetic methods
 PV0456.and adjusted by the National Geodetic Survey in January 1998.
 PV0456
 PV0456.The orthometric height was scaled from a topographic map.
 PV0456
 PV0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0456.GEOID18 height accuracy estimate available here.
 PV0456
 PV0456.Click photographs - Photos may exist for this station.
 PV0456
 PV0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0456
 PV0456. The following values were computed from the NAD 83(1996) position.
 PV0456
 PV0456;                    North         East     Units Scale Factor Converg.
 PV0456;SPC SD N     -    95,352.411   278,442.502   MT  0.99996740   -2 52 07.3
 PV0456;SPC SD N     -   312,835.37    913,523.44   sFT  0.99996740   -2 52 07.3
 PV0456;SPC WY E     -   458,126.125   288,358.506   MT  1.00003347   +0 46 55.4
 PV0456;SPC WY E     - 1,503,035.46    946,056.20   sFT  1.00003347   +0 46 55.4
 PV0456;UTM  13      - 4,941,059.249   575,105.996   MT  0.99966937   +0 39 53.9
 PV0456
 PV0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0456!SPC SD N     -   0.99981410  x   0.99996740  =   0.99978151
 PV0456!SPC WY E     -   0.99981410  x   1.00003347  =   0.99984757
 PV0456!UTM  13      -   0.99981410  x   0.99966937  =   0.99948353
 PV0456
 PV0456:                Primary Azimuth Mark                     Grid Az
 PV0456:SPC SD N     -  ROBINSON                                 021 27 09.1
 PV0456:SPC WY E     -  ROBINSON                                 017 48 06.4
 PV0456:UTM  13      -  ROBINSON                                 017 55 07.9
 PV0456
 PV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7510541059(NAD 83)
 PV0456
 PV0456|---------------------------------------------------------------------|
 PV0456| PID    Reference Object                     Distance      Geod. Az  |
 PV0456|                                                           dddmmss.s |
 PV0456| PV0454 ROBINSON                            APPROX. 4.2 KM 0183501.8 |
 PV0456| CP8845 BRAKES RM 1                          13.989 METERS 16020     |
 PV0456| CP8846 BRAKES RM 2                          13.033 METERS 22214     |
 PV0456|---------------------------------------------------------------------|
 PV0456
 PV0456                          SUPERSEDED SURVEY CONTROL
 PV0456
 PV0456  NAD 83(1993)-  44 37 08.26052(N)    104 03 11.94555(W) AD(       ) 2
 PV0456  NAD 83(1986)-  44 37 08.25424(N)    104 03 11.93507(W) AD(       ) 2
 PV0456  NAD 27      -  44 37 08.31410(N)    104 03 10.17050(W) AD(       ) 2
 PV0456
 PV0456.Superseded values are not recommended for survey control.
 PV0456
 PV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0456.See file dsdata.pdf to determine how the superseded data were derived.
 PV0456
 PV0456_MARKER: DS = TRIANGULATION STATION DISK
 PV0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0456_STAMPING: BRAKES 1962
 PV0456_MARK LOGO: CGS
 PV0456_MAGNETIC: P = MARKER IS A STEEL PIPE
 PV0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0456
 PV0456  HISTORY     - Date     Condition        Report By
 PV0456  HISTORY     - 1962     MONUMENTED       CGS
 PV0456
 PV0456                          STATION DESCRIPTION
 PV0456
 PV0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0456'THE STATION IS LOCATED ABOUT 13-1/4 MILES NORTHWEST OF SPEARFISH,
 PV0456'AND 10-3/4 MILES WEST-SOUTHWEST OF BELLE FOURCHE, ON THE SOUTH
 PV0456'END OF A TIMBER-COVERED, NORTH-SOUTH RIDGE WHICH LIES ALONG THE
 PV0456'WYOMING-SOUTH DAKOTA STATE LINE.
 PV0456'
 PV0456'TO REACH THE STATION FROM THE POST OFFICE IN BELLE FOURCHE, GO
 PV0456'WEST 3 BLOCKS TO U.S. HIGHWAY 85.  TURN LEFT AND GO SOUTH ON
 PV0456'U.S. HIGHWAY 85 FOR 1.7 MILES TO THE JUNCTION WITH STATE
 PV0456'HIGHWAY 34.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 34 FOR
 PV0456'10.2 MILES TO A WIRE GATE ON THE LEFT JUST AFTER CROSSING THE
 PV0456'WYOMING-SOUTH DAKOTA STATE LINE.  TURN LEFT, THROUGH THE GATE,
 PV0456'AND GO SOUTH TOWARD A WINDMILL THEN RIGHT, UPHILL ON TRACK
 PV0456'ROAD, FOR 1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 PV0456'ALONG THE EAST SIDE OF THE RIDGE 0.5 MILE TO A
 PV0456'NORTH-SOUTH FENCE LINE AND THE END OF TRUCK TRAVEL.  PACK
 PV0456'SOUTH, GENERALLY ALONG THE WEST SIDE OF THE FENCE, TO THE TOP
 PV0456'OF THE RIDGE.  CROSS THE FENCE AND PACK SOUTH-SOUTHEAST
 PV0456'ALONG THE TOP OF THE RIDGE TO THE STATION AT THE SOUTH END.
 PV0456'THE PACKING TIME IS ABOUT 20 MINUTES.
 PV0456'
 PV0456'THE STATION MARK, A STANDARD DISK STAMPED BRAKES 1962 BRAZED
 PV0456'TO THE TOP OF A 3-INCH CAST IRON SOIL PIPE, PROJECTS 10
 PV0456'INCHES ABOVE THE GROUND.  IT IS 12 FEET NORTHWEST OF A 12-INCH
 PV0456'PINE TREE WITH A TRIANGLE BLAZE ON IT.
 PV0456'
 PV0456'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED BRAKES
 PV0456'NO 1 1962 CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 PV0456'GROUND, IS ABOUT 2.4 FEET NORTH OF THE EDGE OF THE CLIFF, 3.6
 PV0456'FEET SOUTH OF AN 8-INCH PINE TREE, AND ABOUT 8 FEET LOWER THAN
 PV0456'STATION ELEVATION.
 PV0456'
 PV0456'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED BRAKES
 PV0456'NO 2 1962 CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 PV0456'GROUND, IS 4 FEET NORTHWEST OF THE EDGE OF THE CLIFF, 8 FEET
 PV0456'SOUTHEAST OF A 12-INCH PINE TREE, AND ABOUT 10 FEET LOWER THAN
 PV0456'STATION ELEVATION.
 PV0456'
 PV0456'THE DISTANCES TO REFERENCE MARKS ABOVE ARE HORIZONTAL COMPUTED
 PV0456'FROM A SLOPE DISTANCE MEASUREMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0744 ***********************************************************************
 QS0744  DESIGNATION -  BRANCH
 QS0744  PID         -  QS0744
 QS0744  STATE/COUNTY-  SD/DEWEY
 QS0744  COUNTRY     -  US
 QS0744  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0744
 QS0744                         *CURRENT SURVEY CONTROL
 QS0744  ______________________________________________________________________
 QS0744* NAD 83(1996) POSITION- 45 09 57.71870(N) 100 17 32.63712(W)   ADJUSTED
 QS0744* NAVD 88 ORTHO HEIGHT -   500.    (meters)     1640.    (feet) SCALED
 QS0744  ______________________________________________________________________
 QS0744  GEOID HEIGHT    -        -22.259 (meters)                     GEOID18
 QS0744  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 QS0744  HORZ ORDER      -  THIRD
 QS0744
 QS0744.The horizontal coordinates were established by classical geodetic methods
 QS0744.and adjusted by the National Geodetic Survey in January 1998.
 QS0744
 QS0744.The orthometric height was scaled from a topographic map.
 QS0744
 QS0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0744.GEOID18 height accuracy estimate available here.
 QS0744
 QS0744.Click photographs - Photos may exist for this station.
 QS0744
 QS0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0744
 QS0744. The following values were computed from the NAD 83(1996) position.
 QS0744
 QS0744;                    North         East     Units Scale Factor Converg.
 QS0744;SPC SD N     -   148,134.858   577,013.334   MT  0.99994112   -0 12 25.0
 QS0744;SPC SD N     -   486,005.78  1,893,084.58   sFT  0.99994112   -0 12 25.0
 QS0744;UTM  14      - 5,002,207.228   398,433.824   MT  0.99972684   -0 54 59.7
 QS0744
 QS0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0744!SPC SD N     -   0.99992505  x   0.99994112  =   0.99986617
 QS0744!UTM  14      -   0.99992505  x   0.99972684  =   0.99965191
 QS0744
 QS0744:                Primary Azimuth Mark                     Grid Az
 QS0744:SPC SD N     -  BRANCH AZ MK                             000 50 30.1
 QS0744:UTM  14      -  BRANCH AZ MK                             001 33 04.8
 QS0744
 QS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9843302207(NAD 83)
 QS0744
 QS0744|---------------------------------------------------------------------|
 QS0744| PID    Reference Object                     Distance      Geod. Az  |
 QS0744|                                                           dddmmss.s |
 QS0744| CO5232 BRANCH AZ MK                                       0003805.1 |
 QS0744| CO5233 BRANCH RM 1                           9.272 METERS 20155     |
 QS0744| CO5234 BRANCH RM 2                           7.961 METERS 31551     |
 QS0744|---------------------------------------------------------------------|
 QS0744
 QS0744                          SUPERSEDED SURVEY CONTROL
 QS0744
 QS0744  NAD 83(1986)-  45 09 57.71152(N)    100 17 32.63900(W) AD(       ) 3
 QS0744  NAD 27      -  45 09 57.76300(N)    100 17 31.16600(W) AD(       ) 3
 QS0744
 QS0744.Superseded values are not recommended for survey control.
 QS0744
 QS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0744.See file dsdata.pdf to determine how the superseded data were derived.
 QS0744
 QS0744_MARKER: DS = TRIANGULATION STATION DISK
 QS0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0744_STAMPING: BRANCH 1948
 QS0744_MARK LOGO: CGS
 QS0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0744+STABILITY: SURFACE MOTION
 QS0744
 QS0744  HISTORY     - Date     Condition        Report By
 QS0744  HISTORY     - 1948     MONUMENTED       CGS
 QS0744
 QS0744                          STATION DESCRIPTION
 QS0744
 QS0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0744'STATION IS ON THE CHEYENNE INDIAN RESERVATION, ABOUT 10
 QS0744'MILES NORTH OF CHEYENNE AGENCY, ABOUT 1/2 MILE WEST OF THE
 QS0744'MISSOURI RIVER, IN THE SW 1/4 SEC. 14, T. 14 N., R. 31 E.
 QS0744'IT IS 70 FEET EAST OF GRAVEL ROAD, 8.6 FEET NORTHEAST OF A
 QS0744'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QS0744'STAMPED BRANCH 1948.
 QS0744'
 QS0744'REFERENCE MARK NO. 1 IS 30.42 FEET SOUTH-SOUTHWEST OF THE
 QS0744'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0744'BRANCH NO 1 1948.
 QS0744'
 QS0744'REFERENCE MARK NO. 2 IS 26.12 FEET NORTHWEST OF THE STATION.
 QS0744'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRANCH
 QS0744'NO 2 1948.
 QS0744'
 QS0744'THE AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION, 56 FEET
 QS0744'WEST OF A GRAVEL ROAD, 28.4 FEET NORTH OF DRIVEWAY, AND 2 FEET
 QS0744'WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 QS0744'DISK IS STAMPED BRANCH 1948.
 QS0744'
 QS0744'TO REACH FROM THE BRIDGE STORE AT WHITLOCK CROSSING, GO WESTERLY
 QS0744'ON U.S. HIGHWAY 212 FOR 4.7 MILES TO CROSSROADS AT TOP OF
 QS0744'HILL.  TURN RIGHT AND FOLLOW GRAVEL ROAD NORTHERLY FOR 8.65
 QS0744'MILES TO POINT WHERE THE ROAD PASSES THROUGH A TEN-FOOT CUT
 QS0744'AT TOP OF LOW RIDGE AND THE STATION ON TOP OF THE RIGHT BANK
 QS0744'OF THE ROAD.
 QS0744'
 QS0744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0774 ***********************************************************************
 OQ0774  DESIGNATION -  BRANDON
 OQ0774  PID         -  OQ0774
 OQ0774  STATE/COUNTY-  SD/MINNEHAHA
 OQ0774  COUNTRY     -  US
 OQ0774  USGS QUAD   -  BRANDON (2017)
 OQ0774
 OQ0774                         *CURRENT SURVEY CONTROL
 OQ0774  ______________________________________________________________________
 OQ0774* NAD 83(1996) POSITION- 43 35 04.38127(N) 096 34 35.18195(W)   ADJUSTED
 OQ0774* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 OQ0774  ______________________________________________________________________
 OQ0774  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 OQ0774  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 OQ0774  HORZ ORDER      -  THIRD
 OQ0774
 OQ0774.The horizontal coordinates were established by classical geodetic methods
 OQ0774.and adjusted by the National Geodetic Survey in January 1998.
 OQ0774
 OQ0774.The orthometric height was scaled from a topographic map.
 OQ0774
 OQ0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0774.GEOID18 height accuracy estimate available here.
 OQ0774
 OQ0774.Click photographs - Photos may exist for this station.
 OQ0774
 OQ0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0774
 OQ0774. The following values were computed from the NAD 83(1996) position.
 OQ0774
 OQ0774;                    North         East     Units Scale Factor Converg.
 OQ0774;SPC SD S     -   145,859.659   903,289.120   MT  0.99990704   +2 35 30.1
 OQ0774;SPC SD S     -   478,541.23  2,963,541.05   sFT  0.99990704   +2 35 30.1
 OQ0774;UTM  14      - 4,828,585.254   695,660.478   MT  1.00007092   +1 40 17.0
 OQ0774
 OQ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0774!SPC SD S     -   0.99993902  x   0.99990704  =   0.99984607
 OQ0774!UTM  14      -   0.99993902  x   1.00007092  =   1.00000994
 OQ0774
 OQ0774:                Primary Azimuth Mark                     Grid Az
 OQ0774:SPC SD S     -  BRANDON AZ MK                            033 04 31.0
 OQ0774:UTM  14      -  BRANDON AZ MK                            033 59 44.1
 OQ0774
 OQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9566028585(NAD 83)
 OQ0774
 OQ0774|---------------------------------------------------------------------|
 OQ0774| PID    Reference Object                     Distance      Geod. Az  |
 OQ0774|                                                           dddmmss.s |
 OQ0774| CO2303 BRANDON AZ MK                                      0354001.1 |
 OQ0774| CO2304 BRANDON RM 1                         12.658 METERS 12038     |
 OQ0774| CO2305 BRANDON RM 2                         20.962 METERS 22656     |
 OQ0774|---------------------------------------------------------------------|
 OQ0774
 OQ0774                          SUPERSEDED SURVEY CONTROL
 OQ0774
 OQ0774  NAD 83(1995)-  43 35 04.38064(N)    096 34 35.17735(W) AD(       ) 3
 OQ0774  NAD 83(1986)-  43 35 04.38409(N)    096 34 35.16141(W) AD(       ) 3
 OQ0774  NAD 27      -  43 35 04.47800(N)    096 34 33.99300(W) AD(       ) 3
 OQ0774
 OQ0774.Superseded values are not recommended for survey control.
 OQ0774
 OQ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0774.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0774
 OQ0774_MARKER: DS = TRIANGULATION STATION DISK
 OQ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0774_STAMPING: BRANDON 1949
 OQ0774_MARK LOGO: CGS
 OQ0774_PROJECTION: FLUSH
 OQ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0774+STABILITY: SURFACE MOTION
 OQ0774
 OQ0774  HISTORY     - Date     Condition        Report By
 OQ0774  HISTORY     - 1949     MONUMENTED       CGS
 OQ0774
 OQ0774                          STATION DESCRIPTION
 OQ0774
 OQ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0774'THE STATION IS LOCATED ABOUT 8.0 MILES EAST-NORTHEAST OF SIOUX
 OQ0774'FALLS, 0.5 MILE SOUTHEAST OF BRANDON, ALONG THE EAST SIDE OF U.S.
 OQ0774'HIGHWAY 16.  IT IS 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 OQ0774'AND 40.5 FEET EAST OF A WITNESS POST IN THE RIGHT-OF-WAY FENCE.
 OQ0774'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 OQ0774'STAMPED BRANDON 1949.
 OQ0774'
 OQ0774'REFERENCE MARK NO. 1 IS IN PASTURE EAST-SOUTHEAST OF STATION.
 OQ0774'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 OQ0774'IS STAMPED BRANDON NO 1 1949.
 OQ0774'
 OQ0774'REFERENCE MARK NO. 2 IS 41 FEET EAST OF THE CENTERLINE OF THE
 OQ0774'HIGHWAY AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 OQ0774'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OQ0774'BRANDON NO 2 1949.
 OQ0774'
 OQ0774'AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, IN THE TRIANGLE
 OQ0774'FORMED BY THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY 11.
 OQ0774'IT IS 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY 16, 2 FEET
 OQ0774'NORTHEAST OF A ROAD INFORMATION SIGN AND ON LINE WITH THE EAST
 OQ0774'EDGE OF HIGHWAY 11.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 OQ0774'GROUND AND THE DISK IS STAMPED BRANDON 1949.
 OQ0774'
 OQ0774'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY 38
 OQ0774'ABOUT 2.0 MILES EAST OF SIOUX FALLS, GO NORTHEAST ON HIGHWAY 16
 OQ0774'FOR 7.5 MILES TO RAILROAD OVERPASS, CONTINUE 0.15 MILE TO THE
 OQ0774'STATION ON THE RIGHT.
 OQ0774'
 OQ0774'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST ON HIGHWAY 16
 OQ0774'0.35 MILE TO THE JUNCTION OF HIGHWAY 11 AND THE MARK IN THE
 OQ0774'TRIANGLE FORMED BY ROADS.
 OQ0774'
 OQ0774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0848 ***********************************************************************
 OQ0848  DESIGNATION -  BRANT
 OQ0848  PID         -  OQ0848
 OQ0848  STATE/COUNTY-  SD/LAKE
 OQ0848  COUNTRY     -  US
 OQ0848  USGS QUAD   -  WENTWORTH (2017)
 OQ0848
 OQ0848                         *CURRENT SURVEY CONTROL
 OQ0848  ______________________________________________________________________
 OQ0848* NAD 83(1996) POSITION- 43 57 01.20276(N) 096 54 33.43733(W)   ADJUSTED
 OQ0848* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 OQ0848  ______________________________________________________________________
 OQ0848  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 OQ0848  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 OQ0848  HORZ ORDER      -  SECOND
 OQ0848
 OQ0848.The horizontal coordinates were established by classical geodetic methods
 OQ0848.and adjusted by the National Geodetic Survey in January 1998.
 OQ0848
 OQ0848.The orthometric height was scaled from a topographic map.
 OQ0848
 OQ0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0848.GEOID18 height accuracy estimate available here.
 OQ0848
 OQ0848.Click photographs - Photos may exist for this station.
 OQ0848
 OQ0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0848
 OQ0848. The following values were computed from the NAD 83(1996) position.
 OQ0848
 OQ0848;                    North         East     Units Scale Factor Converg.
 OQ0848;SPC SD S     -   185,301.302   874,759.778   MT  0.99992362   +2 21 43.5
 OQ0848;SPC SD S     -   607,942.69  2,869,941.04   sFT  0.99992362   +2 21 43.5
 OQ0848;UTM  14      - 4,868,481.370   667,762.150   MT  0.99994616   +1 27 04.9
 OQ0848
 OQ0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0848!SPC SD S     -   0.99992106  x   0.99992362  =   0.99984469
 OQ0848!UTM  14      -   0.99992106  x   0.99994616  =   0.99986723
 OQ0848
 OQ0848:                Primary Azimuth Mark                     Grid Az
 OQ0848:SPC SD S     -  BRANT AZ MK                              000 02 18.3
 OQ0848:UTM  14      -  BRANT AZ MK                              000 56 56.9
 OQ0848
 OQ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6776268481(NAD 83)
 OQ0848
 OQ0848|---------------------------------------------------------------------|
 OQ0848| PID    Reference Object                     Distance      Geod. Az  |
 OQ0848|                                                           dddmmss.s |
 OQ0848| CO2309 BRANT AZ MK                                        0022401.8 |
 OQ0848| CO2310 BRANT RM 1                                         04212     |
 OQ0848| OQ0841 COLMAN MUNICIPAL TANK               APPROX. 8.6 KM 0642436.5 |
 OQ0848| CO2311 BRANT RM 2                                         18429     |
 OQ0848|---------------------------------------------------------------------|
 OQ0848
 OQ0848                          SUPERSEDED SURVEY CONTROL
 OQ0848
 OQ0848  NAD 83(1986)-  43 57 01.20573(N)    096 54 33.41459(W) AD(       ) 2
 OQ0848  NAD 27      -  43 57 01.30300(N)    096 54 32.21700(W) AD(       ) 2
 OQ0848
 OQ0848.Superseded values are not recommended for survey control.
 OQ0848
 OQ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0848.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0848
 OQ0848_MARKER: DS = TRIANGULATION STATION DISK
 OQ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0848_STAMPING: BRANT 1949
 OQ0848_MARK LOGO: CGS
 OQ0848_PROJECTION: FLUSH
 OQ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0848+STABILITY: SURFACE MOTION
 OQ0848
 OQ0848  HISTORY     - Date     Condition        Report By
 OQ0848  HISTORY     - 1949     MONUMENTED       CGS
 OQ0848  HISTORY     - 1966     GOOD             CGS
 OQ0848
 OQ0848                          STATION DESCRIPTION
 OQ0848
 OQ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0848'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF COLMAN, 4.0
 OQ0848'MILES SOUTHEAST OF WENTWORTH AND IN THE NORTHEAST CORNER OF A
 OQ0848'VACANT SCHOOL YARD.  IT IS 190 FEET NORTH OF THE CENTERLINE OF
 OQ0848'THE EAST AND WEST ROAD, 50 FEET WEST OF THE CENTERLINE OF THE
 OQ0848'NORTH AND SOUTH ROAD AND 22 FEET SOUTHWEST OF A FENCE CORNER.
 OQ0848'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 OQ0848'IS STAMPED BRANT 1949.
 OQ0848'
 OQ0848'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTERLINE OF THE ROAD
 OQ0848'AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 OQ0848'DISK IS STAMPED BRANT NO 1 1949.
 OQ0848'
 OQ0848'REFERENCE MARK NO. 2 IS 70 FEET WEST-NORTHWEST OF THE ROAD
 OQ0848'INTERSECTION AND 33 FEET NORTH OF THE CENTERLINE OF THE EAST
 OQ0848'AND WEST ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0848'AND THE DISK IS STAMPED BRANT NO 2 1949.
 OQ0848'
 OQ0848'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHEAST OF THE STATION,
 OQ0848'40 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A BARN, 33 FEET EAST
 OQ0848'OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTHWEST OF A BARN LOT
 OQ0848'FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OQ0848'BRANT 1949.
 OQ0848'
 OQ0848'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 OQ0848'HIGHWAY 34 IN THE EAST EDGE OF COLMAN, GO WEST ON HIGHWAY 34
 OQ0848'4.8 MILES TO A GRAVELED T-ROAD LEFT, TURN LEFT (SOUTH) 1.65 MILES
 OQ0848'TO THE AZIMUTH MARK ON THE LEFT BY LARGE BARN, CONTINUE SOUTH
 OQ0848'0.35 MILE TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 OQ0848'CROSSROADS.
 OQ0848'
 OQ0848'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OQ0848
 OQ0848                          STATION RECOVERY (1966)
 OQ0848
 OQ0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OQ0848'THE STATION MARK, REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARK
 OQ0848'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A SEARCH WAS MADE
 OQ0848'FOR REFERENCE MARK NUMBER 2 BUT WAS NOT LOCATED AT THIS DATE.
 OQ0848'
 OQ0848'THE 1949 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 OQ0848'
 OQ0848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 OQ0848'SOUTHWEST OF COLMAN, 4.0 MILES SOUTHEAST OF WENTWORTH, 1.5 MILES
 OQ0848'SOUTH OF STATE HIGHWAY 34 AND ABOUT 100 YARDS NORTHEAST OF A
 OQ0848'MIRCO-WAVE RELAY TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0680 ***********************************************************************
 OS0680  DESIGNATION -  BRAVE
 OS0680  PID         -  OS0680
 OS0680  STATE/COUNTY-  SD/MELLETTE
 OS0680  COUNTRY     -  US
 OS0680  USGS QUAD   -  BADNATION NW (2017)
 OS0680
 OS0680                         *CURRENT SURVEY CONTROL
 OS0680  ______________________________________________________________________
 OS0680* NAD 83(1996) POSITION- 43 41 22.51273(N) 100 24 21.64996(W)   ADJUSTED
 OS0680* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 OS0680  ______________________________________________________________________
 OS0680  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 OS0680  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 OS0680  HORZ ORDER      -  FIRST
 OS0680
 OS0680.The horizontal coordinates were established by classical geodetic methods
 OS0680.and adjusted by the National Geodetic Survey in January 1998.
 OS0680
 OS0680.The orthometric height was scaled from a topographic map.
 OS0680
 OS0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0680.GEOID18 height accuracy estimate available here.
 OS0680
 OS0680.Click photographs - Photos may exist for this station.
 OS0680
 OS0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0680
 OS0680. The following values were computed from the NAD 83(1996) position.
 OS0680
 OS0680;                    North         East     Units Scale Factor Converg.
 OS0680;SPC SD S     -   150,670.621   594,140.806   MT  0.99990764   -0 03 00.5
 OS0680;SPC SD S     -   494,325.20  1,949,276.96   sFT  0.99990764   -0 03 00.5
 OS0680;UTM  14      - 4,838,357.342   386,687.501   MT  0.99975793   -0 58 16.7
 OS0680
 OS0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0680!SPC SD S     -   0.99990770  x   0.99990764  =   0.99981535
 OS0680!UTM  14      -   0.99990770  x   0.99975793  =   0.99966566
 OS0680
 OS0680:                Primary Azimuth Mark                     Grid Az
 OS0680:SPC SD S     -  BRAVE AZ MK                              136 45 55.6
 OS0680:UTM  14      -  BRAVE AZ MK                              137 41 11.8
 OS0680
 OS0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8668738357(NAD 83)
 OS0680
 OS0680|---------------------------------------------------------------------|
 OS0680| PID    Reference Object                     Distance      Geod. Az  |
 OS0680|                                                           dddmmss.s |
 OS0680| CO2319 BRAVE RM 1                            9.510 METERS 09132     |
 OS0680| CO2318 BRAVE AZ MK                                        1364255.1 |
 OS0680| CO2320 BRAVE RM 2                           10.638 METERS 35857     |
 OS0680|---------------------------------------------------------------------|
 OS0680
 OS0680                          SUPERSEDED SURVEY CONTROL
 OS0680
 OS0680  NAD 83(1995)-  43 41 22.50859(N)    100 24 21.65614(W) AD(       ) 1
 OS0680  NAD 83(1986)-  43 41 22.50792(N)    100 24 21.66152(W) AD(       ) 1
 OS0680  NAD 27      -  43 41 22.53900(N)    100 24 20.17500(W) AD(       ) 1
 OS0680
 OS0680.Superseded values are not recommended for survey control.
 OS0680
 OS0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0680.See file dsdata.pdf to determine how the superseded data were derived.
 OS0680
 OS0680_MARKER: DS = TRIANGULATION STATION DISK
 OS0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0680_STAMPING: BRAVE 1936
 OS0680_MARK LOGO: CGS
 OS0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0680+STABILITY: SURFACE MOTION
 OS0680
 OS0680  HISTORY     - Date     Condition        Report By
 OS0680  HISTORY     - 1936     MONUMENTED       CGS
 OS0680
 OS0680                          STATION DESCRIPTION
 OS0680
 OS0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0680'STATION IS ABOUT 2.5 MILES NORTHWEST OF THE BRAVE STORE (A SMALL
 OS0680'STORE ON STATE HIGHWAY 53 AND 11.2 MILES NORTH OF THE INTERSECTION
 OS0680'OF STATE HIGHWAYS 53 AND 40), ON THE NORTHEASTERN SIDE OF A PUBLIC
 OS0680'ROAD AND ON THE HIGHEST POINT OF A PASTURE RIDGE.
 OS0680'
 OS0680'REACHED FROM THE BRAVE STORE BY GOING NORTH ON A DIRT ROAD
 OS0680'FOR 1.1 MILES TO A T-ROAD WEST, TURN WEST GO 1.0 MILE TO FORKS,
 OS0680'TAKE RIGHT FORK NORTH, GO 0.9 MILE TO CROSSROADS, TURN LEFT
 OS0680'(WEST) GO 0.6 MILE TO CATTLE GUARD, CONTINUE THROUGH AND
 OS0680'PROCEED FOR 0.45 MILE TO TOP OF RIDGE AND STATION ON EAST SIDE
 OS0680'OF ROAD, 14 PACES EAST OF CENTERLINE OF ROAD.
 OS0680'
 OS0680'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.  MARK PROJECTS
 OS0680'4 INCHES.
 OS0680'
 OS0680'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION.  MARK PROJECTS
 OS0680'4 INCHES.
 OS0680'
 OS0680'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST OF THE STATION,
 OS0680'20 PACES SOUTH OF CATTLE GUARD, 7 PACES WEST-SOUTHWEST OF
 OS0680'CENTERLINE OF ROAD LEADING TO STATION, AND IN NORTH-SOUTH FENCE
 OS0680'LINE.  MARK PROJECTS 6 INCHES.
 OS0680'
 OS0680'ALL LINES VISIBLE FROM A 4-FOOT STAND.
 OS0680'
 OS0680'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0680'BRONZE DISKS SET AS DESCRIBED.
 OS0680'
 OS0680'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1188 ***********************************************************************
 PT1188  DESIGNATION -  BREAKS
 PT1188  PID         -  PT1188
 PT1188  STATE/COUNTY-  SD/ZIEBACH
 PT1188  COUNTRY     -  US
 PT1188  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT1188
 PT1188                         *CURRENT SURVEY CONTROL
 PT1188  ______________________________________________________________________
 PT1188* NAD 83(1996) POSITION- 44 38 45.09382(N) 101 30 24.03119(W)   ADJUSTED
 PT1188* NAVD 88 ORTHO HEIGHT -   668.    (meters)     2192.    (feet) SCALED
 PT1188  ______________________________________________________________________
 PT1188  GEOID HEIGHT    -        -21.311 (meters)                     GEOID18
 PT1188  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 PT1188  HORZ ORDER      -  THIRD
 PT1188
 PT1188.The horizontal coordinates were established by classical geodetic methods
 PT1188.and adjusted by the National Geodetic Survey in January 1998.
 PT1188
 PT1188.The orthometric height was scaled from a topographic map.
 PT1188
 PT1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1188.GEOID18 height accuracy estimate available here.
 PT1188
 PT1188.Click photographs - Photos may exist for this station.
 PT1188
 PT1188.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1188
 PT1188. The following values were computed from the NAD 83(1996) position.
 PT1188
 PT1188;                    North         East     Units Scale Factor Converg.
 PT1188;SPC SD N     -    91,401.803   480,485.105   MT  0.99996399   -1 03 58.8
 PT1188;SPC SD N     -   299,874.08  1,576,391.55   sFT  0.99996399   -1 03 58.8
 PT1188;SPC SD S     -   257,578.535   506,914.340   MT  1.00006804   -0 48 34.0
 PT1188;SPC SD S     -   845,072.24  1,663,101.46   sFT  1.00006804   -0 48 34.0
 PT1188;UTM  14      - 4,946,667.696   301,221.544   MT  1.00008592   -1 45 43.5
 PT1188
 PT1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1188!SPC SD N     -   0.99989854  x   0.99996399  =   0.99986254
 PT1188!SPC SD S     -   0.99989854  x   1.00006804  =   0.99996658
 PT1188!UTM  14      -   0.99989854  x   1.00008592  =   0.99998446
 PT1188
 PT1188:                Primary Azimuth Mark                     Grid Az
 PT1188:SPC SD N     -  G 21                                     358 34 01.5
 PT1188:SPC SD S     -  G 21                                     358 18 36.7
 PT1188:UTM  14      -  G 21                                     359 15 46.2
 PT1188
 PT1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0122146667(NAD 83)
 PT1188
 PT1188|---------------------------------------------------------------------|
 PT1188| PID    Reference Object                     Distance      Geod. Az  |
 PT1188|                                                           dddmmss.s |
 PT1188| CP8854 BREAKS RM 2                           6.821 METERS 00847     |
 PT1188| CP8853 BREAKS RM 1                           5.574 METERS 10753     |
 PT1188| PT0840 G 21                                               3573002.7 |
 PT1188|---------------------------------------------------------------------|
 PT1188
 PT1188                          SUPERSEDED SURVEY CONTROL
 PT1188
 PT1188  NAD 83(1986)-  44 38 45.08671(N)    101 30 24.03268(W) AD(       ) 3
 PT1188  NAD 27      -  44 38 45.13400(N)    101 30 22.50100(W) AD(       ) 3
 PT1188
 PT1188.Superseded values are not recommended for survey control.
 PT1188
 PT1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1188.See file dsdata.pdf to determine how the superseded data were derived.
 PT1188
 PT1188_MARKER: DS = TRIANGULATION STATION DISK
 PT1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1188_STAMPING: BREAKS 1950
 PT1188_MARK LOGO: CGS
 PT1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1188+STABILITY: SURFACE MOTION
 PT1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1188+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2008
 PT1188
 PT1188  HISTORY     - Date     Condition        Report By
 PT1188  HISTORY     - 1950     MONUMENTED       CGS
 PT1188  HISTORY     - 1952     GOOD             CGS
 PT1188  HISTORY     - 20081231 GOOD             BROSZ
 PT1188
 PT1188                          STATION DESCRIPTION
 PT1188
 PT1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1188'THE STATION IS LOCATED ABOUT 27-1/2 MILES SOUTH OF DUPREE,
 PT1188'ON A LOW RIDGE THAT OVERLOOKS THE CHEYENNE RIVER TO THE SOUTH,
 PT1188'0.1 MILE WEST OF A GRADED DIRT ROAD, 20 FEET NORTH OF THE SOUTH
 PT1188'EDGE OF THE RIDGE, AND 5 FEET EAST OF A WITNESS POST.
 PT1188'
 PT1188'TO REACH THE STATION FROM THE ZIEBACH COUNTY COURTHOUSE IN
 PT1188'DUPREE, GO SOUTH ON A GRAVELED ROAD FOR 0.6 MILE.  THEN RIGHT,
 PT1188'WEST, FOR 1.0 MILE.  THEN LEFT, SOUTH, (ROAD CHANGES TO GRADED
 PT1188'DIRT) FOR 20.4 MILES TO A FORK.  THEN LEFT ROAD, SOUTHEASTERLY
 PT1188'AND SOUTH, FOR 8.85 MILES TO BENCH MARK G 21 ON THE RIGHT AS
 PT1188'DESCRIBED.  CONTINUE SOUTH FOR 0.35 MILE.  THEN LEAVE THE ROAD,
 PT1188'BEAR RIGHT, (WESTERLY) ACROSS PASTURE LAND FOR 0.1 MILE TO
 PT1188'THE STATION AS DESCRIBED.
 PT1188'
 PT1188'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1188'BREAKS 1950.
 PT1188'
 PT1188'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE WITNESS POST,
 PT1188'AND 10 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE.  IT PROJECTS
 PT1188'4 INCHES, AND THE DISK IS STAMPED BREAKS NO 1 1950.
 PT1188'
 PT1188'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE WITNESS POST.  IT
 PT1188'PROJECTS 3 INCHES, AND THE DISK IS STAMPED BREAKS NO 2 1950.
 PT1188'
 PT1188'BENCH MARK G 21 IS 82 FEET NORTHWEST OF THE INTERSECTION OF
 PT1188'THE GRADED DIRT ROAD WITH A TRACK ROAD TO A RANCH HOUSE, 62
 PT1188'FEET WEST OF THE CENTER OF THE GRADED DIRT ROAD, AND 3 FEET
 PT1188'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD U.S. COAST AND
 PT1188'GEODETIC SURVEY BENCH MARK DISK STAMPED G 21 1933 SET IN THE
 PT1188'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 PT1188'
 PT1188'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 PT1188'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PT1188'
 PT1188'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY IN 1950.
 PT1188
 PT1188                          STATION RECOVERY (1952)
 PT1188
 PT1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1188'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 PT1188'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS COMPLETE AND
 PT1188'ADEQUATE.
 PT1188'
 PT1188'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PT1188
 PT1188                          STATION RECOVERY (2008)
 PT1188
 PT1188'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2008 (JRS)
 PT1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2220 ***********************************************************************
 PU2220  DESIGNATION -  BREHM
 PU2220  PID         -  PU2220
 PU2220  STATE/COUNTY-  SD/MEADE
 PU2220  COUNTRY     -  US
 PU2220  USGS QUAD   -  NEW UNDERWOOD NW (2017)
 PU2220
 PU2220                         *CURRENT SURVEY CONTROL
 PU2220  ______________________________________________________________________
 PU2220* NAD 83(1986) POSITION- 44 09 15.48813(N) 102 56 34.62233(W)   ADJUSTED
 PU2220* NAVD 88 ORTHO HEIGHT -   973.5   (meters)     3194.    (feet) VERTCON3
 PU2220  ______________________________________________________________________
 PU2220  GEOID HEIGHT    -        -17.152 (meters)                     GEOID18
 PU2220  LAPLACE CORR    -         -9.95  (seconds)                    DEFLEC18
 PU2220  HORZ ORDER      -  SECOND
 PU2220
 PU2220.The horizontal coordinates were established by classical geodetic methods
 PU2220.and adjusted by the National Geodetic Survey in June 2004.
 PU2220
 PU2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2220
 PU2220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2220.GEOID18 height accuracy estimate available here.
 PU2220
 PU2220.Click photographs - Photos may exist for this station.
 PU2220
 PU2220.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2220
 PU2220. The following values were computed from the NAD 83(1986) position.
 PU2220
 PU2220;                    North         East     Units Scale Factor Converg.
 PU2220;SPC SD N     -    39,946.443   364,607.321   MT  1.00006058   -2 04 58.2
 PU2220;SPC SD N     -   131,057.62  1,196,215.85   sFT  1.00006058   -2 04 58.2
 PU2220;SPC SD S     -   205,578.259   391,280.405   MT  0.99995059   -1 48 00.9
 PU2220;SPC SD S     -   674,468.00  1,283,725.80   sFT  0.99995059   -1 48 00.9
 PU2220;UTM  13      - 4,891,068.489   664,495.182   MT  0.99993279   +1 25 59.7
 PU2220
 PU2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2220!SPC SD N     -   0.99985007  x   1.00006058  =   0.99991064
 PU2220!SPC SD S     -   0.99985007  x   0.99995059  =   0.99980067
 PU2220!UTM  13      -   0.99985007  x   0.99993279  =   0.99978287
 PU2220
 PU2220:                Primary Azimuth Mark                     Grid Az
 PU2220:SPC SD N     -  BREHM AZ MK                              274 07 00.3
 PU2220:SPC SD S     -  BREHM AZ MK                              273 50 03.0
 PU2220:UTM  13      -  BREHM AZ MK                              270 36 02.4
 PU2220
 PU2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6449591068(NAD 83)
 PU2220
 PU2220|---------------------------------------------------------------------|
 PU2220| PID    Reference Object                     Distance      Geod. Az  |
 PU2220|                                                           dddmmss.s |
 PU2220| PU2218 NEW UNDERWOOD MUNICIPAL TANK        APPROX.10.4 KM 1264955.0 |
 PU2220| CP8859 BREHM RM 1                            9.267 METERS 18134     |
 PU2220| CP8860 BREHM RM 2                            9.630 METERS 26401     |
 PU2220| CP8858 BREHM AZ MK                                        2720202.1 |
 PU2220|---------------------------------------------------------------------|
 PU2220
 PU2220                          SUPERSEDED SURVEY CONTROL
 PU2220
 PU2220  NAD 83(1996)-  44 09 15.48341(N)    102 56 34.61581(W) AD(       ) 2
 PU2220  NAD 83(1993)-  44 09 15.47520(N)    102 56 34.61857(W) AD(       ) 2
 PU2220  NAD 83(1986)-  44 09 15.47447(N)    102 56 34.62476(W) AD(       ) 2
 PU2220  NAD 27      -  44 09 15.52400(N)    102 56 33.00300(W) AD(       ) 2
 PU2220  NGVD 29 (06/03/93)  973.0    (m)  UNKNOWN  model used  GPS OBS        
 PU2220
 PU2220.Superseded values are not recommended for survey control.
 PU2220
 PU2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2220.See file dsdata.pdf to determine how the superseded data were derived.
 PU2220
 PU2220_MARKER: DS = TRIANGULATION STATION DISK
 PU2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2220_STAMPING: BREHM 1950
 PU2220_MARK LOGO: CGS
 PU2220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2220+STABILITY: SURFACE MOTION
 PU2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2220+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1992
 PU2220
 PU2220  HISTORY     - Date     Condition        Report By
 PU2220  HISTORY     - 1950     MONUMENTED       CGS
 PU2220  HISTORY     - 1950     GOOD             CGS
 PU2220  HISTORY     - 1951     GOOD             CGS
 PU2220  HISTORY     - 19921006 GOOD             NGS
 PU2220
 PU2220                          STATION DESCRIPTION
 PU2220
 PU2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2220'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF THE BOX ELDER
 PU2220'STORE AND POST OFFICE, ON A PROMINENT BLUFF WHICH IS THE HIGHEST
 PU2220'POINT IN THE IMMEDIATE VICINITY, AND ON LAND OWNED BY THE
 PU2220'BREHM BROTHERS.  IT IS ABOUT 20 FEET SOUTH OF THE NORTH EDGE OF
 PU2220'THE BLUFF AND 6 FEET SOUTH OF A WITNESS POST.
 PU2220'
 PU2220'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN BOX ELDER.
 PU2220'GO EAST ON U.S. HIGHWAYS NUMBERED 14 AND 16 FOR 5.1 MILES
 PU2220'TO A T-ROAD LEFT.  (0.05 MILE EAST OF THE LONE PINE SCHOOL
 PU2220'HOUSE).  TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 2.85 MILES
 PU2220'TO A FARM HOUSE ON THE RIGHT.  TURN RIGHT AND GO EAST ACROSS
 PU2220'THE BARNYARD TO A GATE AT THE SOUTHWEST CORNER OF A LARGE BARN.
 PU2220'PASS THROUGH THE GATE AND CONTINUE EAST AND NORTHEAST 1.1
 PU2220'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST 0.05
 PU2220'MILE TO A GATE.  PASS THROUGH THE GATE.  BEAR RIGHT AND GO
 PU2220'SOUTHEASTERLY FOR 0.1 MILE TO A GATE ON THE RIGHT.  TURN
 PU2220'LEFT AND GO EAST AND NORTH FOR 0.2 MILE TO THE HIGHEST POINT
 PU2220'AND THE STATION.
 PU2220'
 PU2220'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BREHM 1950.
 PU2220'
 PU2220'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE WITNESS POST AND
 PU2220'25 FEET WEST OF THE EAST EDGE OF THE BLUFF.  THE MARK PROJECTS
 PU2220'8 INCHES AND THE DISK IS STAMPED BREHM NO 1 1950.
 PU2220'
 PU2220'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE NORTH EDGE OF THE
 PU2220'BLUFF AND 30 FEET WEST OF THE WITNESS POST.  THE MARK PROJECTS
 PU2220'6 INCHES AND THE DISK IS STAMPED BREHM NO 2 1950.
 PU2220'
 PU2220'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE TRACK
 PU2220'ROAD, 3 FEET SOUTH OF A FENCE, AND 3 FEET EAST OF A WITNESS
 PU2220'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2220'BREHM 1950.
 PU2220'
 PU2220'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2220'CYLINDERS.
 PU2220'
 PU2220'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2220
 PU2220                          STATION RECOVERY (1950)
 PU2220
 PU2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 PU2220'RECOVERED IN GOOD CONDITION.
 PU2220
 PU2220                          STATION RECOVERY (1951)
 PU2220
 PU2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2220'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  STAMPINGS
 PU2220'ON THE MARKS ARE AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE
 PU2220'ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 PU2220
 PU2220                          STATION RECOVERY (1992)
 PU2220
 PU2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PU2220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0749 ***********************************************************************
 OT0749  DESIGNATION -  BREHMER
 OT0749  PID         -  OT0749
 OT0749  STATE/COUNTY-  SD/SHANNON
 OT0749  COUNTRY     -  US
 OT0749  USGS QUAD   -  BATESLAND NW (2017)
 OT0749
 OT0749                         *CURRENT SURVEY CONTROL
 OT0749  ______________________________________________________________________
 OT0749* NAD 83(1996) POSITION- 43 11 36.94792(N) 102 11 12.85693(W)   ADJUSTED
 OT0749* NAVD 88 ORTHO HEIGHT -  1129.    (meters)     3704.    (feet) SCALED
 OT0749  ______________________________________________________________________
 OT0749  GEOID HEIGHT    -        -18.810 (meters)                     GEOID18
 OT0749  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 OT0749  HORZ ORDER      -  FIRST
 OT0749
 OT0749.The horizontal coordinates were established by classical geodetic methods
 OT0749.and adjusted by the National Geodetic Survey in January 1998.
 OT0749
 OT0749.The orthometric height was scaled from a topographic map.
 OT0749
 OT0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0749.GEOID18 height accuracy estimate available here.
 OT0749
 OT0749.Click photographs - Photos may exist for this station.
 OT0749
 OT0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0749
 OT0749. The following values were computed from the NAD 83(1996) position.
 OT0749
 OT0749;                    North         East     Units Scale Factor Converg.
 OT0749;SPC SD S     -    97,248.635   449,355.804   MT  0.99993419   -1 16 43.3
 OT0749;SPC SD S     -   319,056.56  1,474,261.50   sFT  0.99993419   -1 16 43.3
 OT0749;UTM  13      - 4,786,156.066   728,575.503   MT  1.00024276   +1 55 34.7
 OT0749
 OT0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0749!SPC SD S     -   0.99982601  x   0.99993419  =   0.99976021
 OT0749!UTM  13      -   0.99982601  x   1.00024276  =   1.00006872
 OT0749
 OT0749:                Primary Azimuth Mark                     Grid Az
 OT0749:SPC SD S     -  BREHMER AZ MK                            197 29 29.6
 OT0749:UTM  13      -  BREHMER AZ MK                            194 17 11.6
 OT0749
 OT0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2857586156(NAD 83)
 OT0749
 OT0749|---------------------------------------------------------------------|
 OT0749| PID    Reference Object                     Distance      Geod. Az  |
 OT0749|                                                           dddmmss.s |
 OT0749| CP8861 BREHMER AZ MK                                      1961246.3 |
 OT0749| CP8862 BREHMER RM 1                        141.086 METERS 25742     |
 OT0749| CP8863 BREHMER RM 2                        150.008 METERS 29338     |
 OT0749|---------------------------------------------------------------------|
 OT0749
 OT0749                          SUPERSEDED SURVEY CONTROL
 OT0749
 OT0749  NAD 83(1995)-  43 11 36.94794(N)    102 11 12.85734(W) AD(       ) 1
 OT0749  NAD 83(1986)-  43 11 36.93739(N)    102 11 12.86158(W) AD(       ) 1
 OT0749  NAD 27      -  43 11 36.97200(N)    102 11 11.29700(W) AD(       ) 1
 OT0749
 OT0749.Superseded values are not recommended for survey control.
 OT0749
 OT0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0749.See file dsdata.pdf to determine how the superseded data were derived.
 OT0749
 OT0749_MARKER: DS = TRIANGULATION STATION DISK
 OT0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0749_STAMPING: BREHMER 1936
 OT0749_MARK LOGO: CGS
 OT0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0749+STABILITY: SURFACE MOTION
 OT0749
 OT0749  HISTORY     - Date     Condition        Report By
 OT0749  HISTORY     - 1936     MONUMENTED       CGS
 OT0749
 OT0749                          STATION DESCRIPTION
 OT0749
 OT0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0749'STATION IS LOCATED ABOUT 8-3/4 MILES BY ROAD NORTH AND WEST
 OT0749'OF BATESLAND, ON A HIGH KNOLL ON LAND OWNED BY A GROUP OF
 OT0749'INDIANS AND NOW (1936) LEASED BY ED. BREHMER, ABOUT 450 FEET
 OT0749'EAST OF THE CENTERLINE OF NORTH-SOUTH FIELD ROAD, ON THE
 OT0749'HIGHEST GROUND IN VICINITY BUT NOT PARTICULARLY PROMINENT
 OT0749'GROUND.
 OT0749'
 OT0749'TO REACH THE STATION FROM BATESLAND, GO WEST ON U.S. HIGHWAY
 OT0749'18 FOR 4.2 MILES TO A T-ROAD NORTH, GO NORTH ON THIS ROAD
 OT0749'3.5 MILES TO THE POINT WHERE THE ROAD TURNS EAST, GO NORTH,
 OT0749'PASSING THROUGH A WIRE GATE, 0.6 MILE ON A FIELD ROAD TO
 OT0749'TWO WIRE GATES, PASS THROUGH THE GATE THAT TAKES THE NORTH
 OT0749'ROAD AND GO NORTH 0.4 MILE, LEAVE THE ROAD AND GO EAST ABOUT
 OT0749'0.1 MILE TO THE TOP OF KNOLL AND STATION.
 OT0749'
 OT0749'AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE SOUTH OF THE STATION,
 OT0749'1 FOOT EAST OF THE FENCE, ON THE THIRD SMALL HILL SOUTH OF THE
 OT0749'STATION ALONG THE ROAD.
 OT0749'
 OT0749'REFERENCE MARK NO. 1 IS 462.88 FEET WEST-SOUTHWEST OF THE
 OT0749'STATION.
 OT0749'
 OT0749'REFERENCE MARK NO. 2 IS 492.15 FEET WEST-NORTHWEST OF THE
 OT0749'STATION.
 OT0749'
 OT0749'ALL LINES VISIBLE FROM THIS STATION FROM A 90-FOOT TOWER.
 OT0749'
 OT0749'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0887 ***********************************************************************
 OR0887  DESIGNATION -  BRICKKILN
 OR0887  PID         -  OR0887
 OR0887  STATE/COUNTY-  SD/GREGORY
 OR0887  COUNTRY     -  US
 OR0887  USGS QUAD   -  LUCAS NW (2017)
 OR0887
 OR0887                         *CURRENT SURVEY CONTROL
 OR0887  ______________________________________________________________________
 OR0887* NAD 83(1996) POSITION- 43 23 49.30120(N) 099 12 50.88850(W)   ADJUSTED
 OR0887* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 OR0887  ______________________________________________________________________
 OR0887  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 OR0887  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 OR0887  HORZ ORDER      -  SECOND
 OR0887
 OR0887.The horizontal coordinates were established by classical geodetic methods
 OR0887.and adjusted by the National Geodetic Survey in January 1998.
 OR0887
 OR0887.The orthometric height was scaled from a topographic map.
 OR0887
 OR0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0887.GEOID18 height accuracy estimate available here.
 OR0887
 OR0887.Click photographs - Photos may exist for this station.
 OR0887
 OR0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0887
 OR0887. The following values were computed from the NAD 83(1996) position.
 OR0887
 OR0887;                    North         East     Units Scale Factor Converg.
 OR0887;SPC SD S     -   118,777.618   690,660.155   MT  0.99991430   +0 46 19.5
 OR0887;SPC SD S     -   389,689.57  2,265,940.86   sFT  0.99991430   +0 46 19.5
 OR0887;UTM  14      - 4,804,927.892   482,658.949   MT  0.99960370   -0 08 49.6
 OR0887
 OR0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0887!SPC SD S     -   0.99990731  x   0.99991430  =   0.99982162
 OR0887!UTM  14      -   0.99990731  x   0.99960370  =   0.99951105
 OR0887
 OR0887:                Primary Azimuth Mark                     Grid Az
 OR0887:SPC SD S     -  HEATON                                   050 26 17.7
 OR0887:UTM  14      -  HEATON                                   051 21 26.8
 OR0887
 OR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8265804927(NAD 83)
 OR0887
 OR0887|---------------------------------------------------------------------|
 OR0887| PID    Reference Object                     Distance      Geod. Az  |
 OR0887|                                                           dddmmss.s |
 OR0887| OR0889 HEATON                              APPROX. 8.9 KM 0511237.2 |
 OR0887|---------------------------------------------------------------------|
 OR0887
 OR0887                          SUPERSEDED SURVEY CONTROL
 OR0887
 OR0887  NAD 83(1995)-  43 23 49.30073(N)    099 12 50.89078(W) AD(       ) 2
 OR0887  NAD 83(1986)-  43 23 49.30435(N)    099 12 50.89603(W) AD(       ) 2
 OR0887  NAD 27      -  43 23 49.30300(N)    099 12 49.55200(W) AD(       ) 2
 OR0887  MORC        -  43 23 46.97000(N)    099 12 49.96000(W) AD(       ) 3
 OR0887
 OR0887.Superseded values are not recommended for survey control.
 OR0887
 OR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0887.See file dsdata.pdf to determine how the superseded data were derived.
 OR0887
 OR0887_MARKER: Z = SEE DESCRIPTION
 OR0887_SETTING: 0 = UNSPECIFIED SETTING
 OR0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0887+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2013
 OR0887
 OR0887  HISTORY     - Date     Condition        Report By
 OR0887  HISTORY     - 1889     MONUMENTED       MORC
 OR0887  HISTORY     - 20130720 GOOD             INDIV
 OR0887
 OR0887                          STATION DESCRIPTION
 OR0887
 OR0887'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0887'BRICKKILN IS ON RIGHT BANK, 2 MILES BACK FROM RIVER, 1-1/4
 OR0887'MILES FROM BRICKKILN HILL, AND 5 MILES SOUTHEAST FROM DRY
 OR0887'DRY CREEK.  THE STATION IS ON HIGHEST LAND IN VICINITY.  A
 OR0887'WAGON ROAD RUNNING UP DRY CREEK PASSES 800 FEET NORTH.
 OR0887
 OR0887                          STATION RECOVERY (2013)
 OR0887
 OR0887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JFP)
 OR0887'THE SURFACE MONUMENT , PLACED IN 1889 BY THE MISS. RIVER COMM. HAS
 OR0887'BEEN MISSING FOR AT LEAST 80 YEARS.  USING THE CURRENT PUBLISHED
 OR0887'POSITION AND BY MEASURING FROM NEARBY STATION BRICKKILN 2, THE LOWER
 OR0887'MONUMENT WAS FOUND 2.5 FEET BELOW THE SURFACE.
 OR0887'
 OR0887'THIS MONUMENT IS AN 18-INCH SQ LIMESTONE BLOCK, 4-IN THICK, WITH A
 OR0887'ONE-HALF INCH DRILL HOLE IN THE CENTER WITH LETTERS US AND TRIANGLE.
 OR0887'THE STONE WAS FOUND IN GOOD CONDITION ON A HIGH PASTURE HILL IN THE NW
 OR0887'QTR OF SEC 14, T99N, R71W.  THIS LOCATION IS 2.0 MILES SOUTH OF A
 OR0887'PROMINENT LANDMARK ALONG THE MISSOURI RIVER LOCALLY KNOWN AS RED ROCK
 OR0887'AND HISTORICALLY KNOWN AS BRICKKILN.
 OR0887'
 OR0887'WITH AN EDM SET UP OVER STA BRICKKILN 2, AND A BACKSIGHT SET UP OVER
 OR0887'THE BRICKKILN 2 AZ MARK, A SERIES OF ANGLES AND DISTANCES WERE MADE TO
 OR0887'THE DRILL HOLE.  THE RESULT OF THESE MEASUREMENTS WAS AN ANGLE TO THE
 OR0887'RIGHT OF 156 DEG, 32 MIN, 19.75 SEC, AND A HORIZ DIST OF 17.653 FEET.
 OR0887'
 OR0887'ABOVE THE STONE WAS PLACED 4 INCHES OF SOIL.   A 2.5-INCH DIA GALV
 OR0887'IRON PIPE 26-IN LONG WAS CENTERED OVER THE DRILL HOLE.    A 6-IN SQ
 OR0887'WOOD BOX, 18-IN LONG, WAS PLACED AROUND THE IRON PIPE WITH THE TOP OF
 OR0887'THE BOX AND IRON PIPE FLUSH WITH THE GROUND.  THE BOX AND IRON PIPE
 OR0887'WERE FILLED WITH CONC.  A NEW 3.5-IN BRONZE DISK STAMPED BRICKKILN
 OR0887'1889-2013 WAS PLACED AT THE SURFACE OF THE CONC.
 OR0887'
 OR0887'A BEND POINT OF A BARBED WIRE FENCE RUNNING N-NW AND SE IS 38 FEET
 OR0887'WEST.   A FENCE COR POST IS NW 94 FEET.  A BARBED WIRE FENCE RUNNING
 OR0887'W-SW AND E-NE IS NORTH 88 FEET.  A 3.5-INCH BRONZE DISK STAMPED
 OR0887'BRICKKILN 2 1934 IN A 12-INCH ROUND CONC PAD IS 17.653 FEET TO THE SE.
 OR0887'SEE FURTHER DESCRIPTION FOR THIS MONUMENT IN PID OR0886.
 OR0887'
 OR0887'REF MARK NO. 1 FOR BRICKKILN 2 IN 1934 FOUND IN GOOD CONDITION IN A
 OR0887'12-INCH ROUND CONC PAD FLUSH WITH THE SURFACE TO THE EAST-NE OF THE
 OR0887'TRI STATION AT A DIST OF 104.45 FEET.  IT IS 4.2 FEET NORTH OF A LONE
 OR0887'WOODEN POST.  A BARBED WIRE FENCE RUNNING W-SW AND E-NE IS NORTH 91.5
 OR0887'FEET.  A BEND POINT OF A BARBED WIRE FENCE RUNNING N-NW AND SE IS W-SW
 OR0887'142 FEET.  A FENCE COR POST IS NW 168 FEET.
 OR0887'
 OR0887'REF MARK NO. 2 FOR BRICKKILN 2 IN 1934 FOUND DESTROYED.  A ROUND MASS
 OR0887'OF BROKEN CONC EXISTS AT THE RECORD DIST FROM THE TRI STATION IN A
 OR0887'S-SW DIRECTION.  THIS MASS OF CONC IS 15 FEET WEST OF A FENCE RUNNING
 OR0887'NW AND SE.   THE BRONZE DISK WAS SEARCHED FOR, BUT NOTHING WAS FOUND.
 OR0887'
 OR0887'THE BRICKKILN 2 AZ MARK WAS FOUND IN GOOD COND IN A 12-IN SQ CONC PAD
 OR0887'ON A HILL APPROX 100 FEET WEST OF WHERE THE TRAIL ROAD BENDS TO THE
 OR0887'EAST.  A 3.5-IN BRONZE REF MARK DISK STAMPED BRICKKILN 2 AZI 1934.
 OR0887'AN EDM DIST OF 3198.273 FEET WAS MADE BETWEEN THE AZ MARK
 OR0887'AND STATION BRICKKILN.  SEE BRICKKILN 2 FOR DIRECTIONS.  PID OR0886.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0886 ***********************************************************************
 OR0886  DESIGNATION -  BRICKKILN 2
 OR0886  PID         -  OR0886
 OR0886  STATE/COUNTY-  SD/GREGORY
 OR0886  COUNTRY     -  US
 OR0886  USGS QUAD   -  LUCAS NW (2017)
 OR0886
 OR0886                         *CURRENT SURVEY CONTROL
 OR0886  ______________________________________________________________________
 OR0886* NAD 83(1996) POSITION- 43 23 49.19767(N) 099 12 50.69388(W)   ADJUSTED
 OR0886* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 OR0886  ______________________________________________________________________
 OR0886  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 OR0886  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 OR0886  HORZ ORDER      -  FIRST
 OR0886
 OR0886.The horizontal coordinates were established by classical geodetic methods
 OR0886.and adjusted by the National Geodetic Survey in January 1998.
 OR0886
 OR0886.The orthometric height was scaled from a topographic map.
 OR0886
 OR0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0886.GEOID18 height accuracy estimate available here.
 OR0886
 OR0886.Click photographs - Photos may exist for this station.
 OR0886
 OR0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0886
 OR0886. The following values were computed from the NAD 83(1996) position.
 OR0886
 OR0886;                    North         East     Units Scale Factor Converg.
 OR0886;SPC SD S     -   118,774.482   690,664.577   MT  0.99991430   +0 46 19.6
 OR0886;SPC SD S     -   389,679.28  2,265,955.37   sFT  0.99991430   +0 46 19.6
 OR0886;UTM  14      - 4,804,924.687   482,663.319   MT  0.99960370   -0 08 49.5
 OR0886
 OR0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0886!SPC SD S     -   0.99990731  x   0.99991430  =   0.99982162
 OR0886!UTM  14      -   0.99990731  x   0.99960370  =   0.99951105
 OR0886
 OR0886:                Primary Azimuth Mark                     Grid Az
 OR0886:SPC SD S     -  BRICKKILN 2 AZ MK                        146 49 29.4
 OR0886:UTM  14      -  BRICKKILN 2 AZ MK                        147 44 38.5
 OR0886
 OR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8266304924(NAD 83)
 OR0886
 OR0886|---------------------------------------------------------------------|
 OR0886| PID    Reference Object                     Distance      Geod. Az  |
 OR0886|                                                           dddmmss.s |
 OR0886| CO2327 BRICKKILN 2 RM 1                     28.164 METERS 07337     |
 OR0886| CO2326 BRICKKILN 2 AZ MK                                  1473549.0 |
 OR0886| OR0894 HERRICK MUNICIPAL TANK              APPROX.31.6 KM 1760423.2 |
 OR0886| CO2328 BRICKKILN 2 RM 2                     29.367 METERS 18715     |
 OR0886| OR0895 BURKE MUNICIPAL TANK                APPROX.24.9 KM 1945215.7 |
 OR0886|---------------------------------------------------------------------|
 OR0886
 OR0886                          SUPERSEDED SURVEY CONTROL
 OR0886
 OR0886  NAD 83(1995)-  43 23 49.19731(N)    099 12 50.69622(W) AD(       ) 1
 OR0886  NAD 83(1986)-  43 23 49.20070(N)    099 12 50.70174(W) AD(       ) 1
 OR0886  NAD 27      -  43 23 49.19900(N)    099 12 49.35800(W) AD(       ) 1
 OR0886
 OR0886.Superseded values are not recommended for survey control.
 OR0886
 OR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0886.See file dsdata.pdf to determine how the superseded data were derived.
 OR0886
 OR0886_MARKER: DS = TRIANGULATION STATION DISK
 OR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0886_STAMPING: BRICKKILN 2 1934
 OR0886_MARK LOGO: CGS
 OR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0886+STABILITY: SURFACE MOTION
 OR0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0886+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2013
 OR0886
 OR0886  HISTORY     - Date     Condition        Report By
 OR0886  HISTORY     - 1934     MONUMENTED       CGS
 OR0886  HISTORY     - 1948     GOOD             CGS
 OR0886  HISTORY     - 20130720 GOOD             INDIV
 OR0886
 OR0886                          STATION DESCRIPTION
 OR0886
 OR0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0886'STATION IS LOCATED IN NORTHEAST CORNER SEC. 15, T. 99 N.,
 OR0886'R. 71 W., TURNEY TOWNSHIP, ABOUT 7.5 MILES NORTH OF LUCAS.
 OR0886'IT IS ON THE HIGHEST HILL OF A LONG RIDGE BORDERING THE
 OR0886'MISSOURI RIVER ON THE SOUTH.  IT IS AT THE SITE OF THE OLD
 OR0886'MISSOURI RIVER COMMISSION STATION BRICKKILN, NO TRACE OF WHICH
 OR0886'COULD BE FOUND.  MARK PROJECTS 3 INCHES.
 OR0886'
 OR0886'TO REACH FROM LUCAS, GO NORTH ON MAIN ROAD, ON WEST SIDE OF
 OR0886'TOWN, FOR 2.6 MILES, THENCE RIGHT (EAST) 2.0 MILES THENCE
 OR0886'LEFT (NORTH) 3.0 MILES TO GATE LEADING TO FARM OF L.H. LEBAHN,
 OR0886'CONTINUE NORTH FOR 0.35 MILE TO FENCE CORNER OF LEFT, THENCE
 OR0886'LEFT THROUGH GATE AND FOLLOW PRAIRIE ROAD NORTHWEST ALONG
 OR0886'RIDGE FOR 1.9 MILES TO HIGHEST HILL AND STATION.
 OR0886'
 OR0886'REFERENCE MARK NO. 1 IS LOCATED 92.40 FEET (28.164 METERS)
 OR0886'EAST OF STATION, AND PROJECTS 4 INCHES.
 OR0886'
 OR0886'REFERENCE MARK NO. 2 IS LOCATED 96.35 FEET (29.367 METERS)
 OR0886'SOUTH OF STATION, AND PROJECTS 6 INCHES.
 OR0886'
 OR0886'AZIMUTH MARK IS LOCATED 0.6 MILE SOUTHEAST OF STATION 70
 OR0886'FEET WEST OF PRAIRIE ROAD.  TO REACH FROM STATION FOLLOW
 OR0886'PRAIRIE ROAD SOUTHEAST FOR 0.7 MILE TO TOP OF THIRD HILL
 OR0886'FROM STATION.  MARK PROJECTS 4 INCHES.
 OR0886'
 OR0886'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 OR0886
 OR0886                          STATION RECOVERY (1948)
 OR0886
 OR0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0886'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND ALL
 OR0886'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 OR0886'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE 1934 DESCRIPTION
 OR0886'IS ADEQUATE.
 OR0886'
 OR0886'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 OR0886
 OR0886                          STATION RECOVERY (2013)
 OR0886
 OR0886'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JFP)
 OR0886'THE MONUMENT WAS FOUND IN GOOD CONDITION ON PRIVATE PROPERTY ON A HIGH
 OR0886'PASTURE HILL IN THE NORTHWEST QUARTER OF SECTION 14, T99N, R71W.  THIS
 OR0886'LOCATION IS 2.0 MILES SOUTH OF A PROMINENT LANDMARK ALONG THE SOUTH
 OR0886'BANK OF THE MISSOURI RIVER LOCALLY KNOWN AS RED ROCK AND HISTORICALLY
 OR0886'KNOWN AS BRICKKILN.
 OR0886'
 OR0886'A STANDARD 3.5-INCH BRONZE DISK STAMPED BRICKKILN 2 1934 IN THE CENTER
 OR0886'OF A 12-INCH DIA ROUND CONC PAD 0.5 FEET ABOVE THE SURFACE.   A BEND
 OR0886'POINT OF A BARBED WIRE FENCE IS 51 FEET WEST.  THIS FENCE RUNS NNW AND
 OR0886'SE.  A FENCE COR POST IS NW 111 FEET.  A BARBED WIRE FENCE RUNNING
 OR0886'WEST-SW AND EAST-NE IS NORTH 101 FEET.
 OR0886'
 OR0886'A 3.5-INCH BRONZE DISK STAMPED BRICKKILN 1889-2013 IN A 6-INCH SQUARE
 OR0886'CONC PAD IS 17.653 FEET TO THE NW.  SEE DESC FOR THIS MONUMENT IN PID
 OR0886'OR0887.
 OR0886'
 OR0886'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION IN A 12-INCH ROUND
 OR0886'CONC PAD FLUSH WITH THE SURFACE TO THE EAST-NE OF THE TRIANGULATION
 OR0886'STATION AT A DIST OF 92.33 FEET.  IT IS 4.2 FEET NORTH OF A LONE
 OR0886'WOODEN POST.  A BARBED WIRE FENCE RUNNING WEST-SW AND EAST-NE IS NORTH
 OR0886'91.5 FEET.  A BEND POINT OF A BARBED WIRE FENCE RUNNING NORTH-NW AND
 OR0886'SE IS WEST 142 FEET.  A FENCE CORNER POST IS NW 168 FEET.
 OR0886'
 OR0886'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  A ROUND MASS OF BROKEN
 OR0886'CONCRETE WAS FOUND AT THE RECORD DISTANCE FROM THE TRIANGULATION
 OR0886'STATION IN A SOUTH-SOUTHWEST DIRECTION.  THIS MASS OF CONCRETE IS 15
 OR0886'FEET WEST OF A FENCE RUNNING NORTHWEST AND SOUTHEAST.   THE BRONZE
 OR0886'DISK WAS SEARCHED FOR WITH A METAL DETECTOR CAPABLE OF FINDING THIS
 OR0886'TYPE OF METAL, BUT NOTHING WAS FOUND.
 OR0886'
 OR0886'THE AZ MARK WAS FOUND IN GOOD CONDITION IN A 12-INCH SQUARE CONC PAD
 OR0886'ON A HIGH HILL APPROX 100 FEET WEST OF WHERE THE TRAIL ROAD BENDS TO
 OR0886'THE EAST.  A 3.5-INCH BRONZE REFERENCE MARK DISK STAMPED BRICKKILN 2
 OR0886'AZI 1934.  AN EDM DIST OF 3182.036 FEET WAS MADE
 OR0886'BETWEEN THE AZ MARK AND STATION BRICKKILN 2.
 OR0886'
 OR0886'TO REACH THE TRI STATION FROM THE WEST END OF THE HWY 44 BRIDGE ACROSS
 OR0886'THE MISSOURI RIVER, LOCATED APPROX 15 MILES WEST OF PLATTE, SD, GO
 OR0886'WEST ON HWY 44 FOR 2.6 MILES TO THE INTERSECTION OF HWY 1806 TO THE
 OR0886'SOUTH AND TO A PRIVATE DRIVE TO THE NORTH.
 OR0886'
 OR0886'FROM THIS INTERSECTION, GO NORTH AND WEST ON THE PRIVATE DRIVE PAST A
 OR0886'HOUSE ON THE RIGHT AT 0.2 MILE, THEN FOLLOW A PASTURE TRAIL ROAD
 OR0886'THROUGH A GATE AT 0.3 MILE, THEN THROUGH A SECOND GATE AT 0.7 MILE,
 OR0886'PASS BY THE AZIMUTH MARK ON THE LEFT AT 1.4 MILES, THEN THROUGH A
 OR0886'THIRD GATE AT 1.6 MILES AND THEN TO THE STATION ON A PROMINENT HILL AT
 OR0886'A TOTAL DIST OF 2.1 MILES FROM THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0525 ***********************************************************************
 QT0525  DESIGNATION -  BRIDGE
 QT0525  PID         -  QT0525
 QT0525  STATE/COUNTY-  SD/BUTTE
 QT0525  COUNTRY     -  US
 QT0525  USGS QUAD   -  ALKALI CREEK EAST (2017)
 QT0525
 QT0525                         *CURRENT SURVEY CONTROL
 QT0525  ______________________________________________________________________
 QT0525* NAD 83(1996) POSITION- 45 11 02.81198(N) 103 39 02.56340(W)   ADJUSTED
 QT0525* NAVD 88 ORTHO HEIGHT -   922.    (meters)     3025.    (feet) SCALED
 QT0525  ______________________________________________________________________
 QT0525  GEOID HEIGHT    -        -16.188 (meters)                     GEOID18
 QT0525  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 QT0525  HORZ ORDER      -  THIRD
 QT0525
 QT0525.The horizontal coordinates were established by classical geodetic methods
 QT0525.and adjusted by the National Geodetic Survey in January 1998.
 QT0525
 QT0525.The orthometric height was scaled from a topographic map.
 QT0525
 QT0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0525.GEOID18 height accuracy estimate available here.
 QT0525
 QT0525.Click photographs - Photos may exist for this station.
 QT0525
 QT0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0525
 QT0525. The following values were computed from the NAD 83(1996) position.
 QT0525
 QT0525;                    North         East     Units Scale Factor Converg.
 QT0525;SPC SD N     -   156,570.644   313,190.196   MT  0.99994180   -2 35 01.5
 QT0525;SPC SD N     -   513,682.19  1,027,524.83   sFT  0.99994180   -2 35 01.5
 QT0525;UTM  13      - 5,004,289.010   606,003.349   MT  0.99973816   +0 57 26.1
 QT0525
 QT0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0525!SPC SD N     -   0.99985793  x   0.99994180  =   0.99979974
 QT0525!UTM  13      -   0.99985793  x   0.99973816  =   0.99959613
 QT0525
 QT0525:                Primary Azimuth Mark                     Grid Az
 QT0525:SPC SD N     -  BRIDGE AZ MK                             008 01 03.0
 QT0525:UTM  13      -  BRIDGE AZ MK                             004 28 35.4
 QT0525
 QT0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0600304289(NAD 83)
 QT0525
 QT0525|---------------------------------------------------------------------|
 QT0525| PID    Reference Object                     Distance      Geod. Az  |
 QT0525|                                                           dddmmss.s |
 QT0525| CQ7157 BRIDGE AZ MK                                       0052601.5 |
 QT0525| CQ7158 BRIDGE RM 1                           9.993 METERS 18632     |
 QT0525| CQ7159 BRIDGE RM 2                          10.803 METERS 28709     |
 QT0525|---------------------------------------------------------------------|
 QT0525
 QT0525                          SUPERSEDED SURVEY CONTROL
 QT0525
 QT0525  NAD 83(1993)-  45 11 02.80773(N)    103 39 02.55883(W) AD(       ) 3
 QT0525  NAD 83(1986)-  45 11 02.80215(N)    103 39 02.55679(W) AD(       ) 3
 QT0525  NAD 27      -  45 11 02.83700(N)    103 39 00.85600(W) AD(       ) 3
 QT0525
 QT0525.Superseded values are not recommended for survey control.
 QT0525
 QT0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0525.See file dsdata.pdf to determine how the superseded data were derived.
 QT0525
 QT0525_MARKER: DS = TRIANGULATION STATION DISK
 QT0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0525_STAMPING: BRIDGE 1951
 QT0525_MARK LOGO: CGS
 QT0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0525+STABILITY: SURFACE MOTION
 QT0525
 QT0525  HISTORY     - Date     Condition        Report By
 QT0525  HISTORY     - 1951     MONUMENTED       CGS
 QT0525
 QT0525                          STATION DESCRIPTION
 QT0525
 QT0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCM)
 QT0525'THE STATION WAS BUILT IN 1951 BUT NOT OCCUPIED BY AN OBSERVING
 QT0525'PARTY.  IT IS LOCATED ABOUT 9 MILES SOUTHWEST OF REDIG, IN
 QT0525'THE NORTHEAST CORNER OF SECTION 17, T 14 N, R 4 E, ON THE
 QT0525'RIGHT-OF-WAY OF U.S. HIGHWAY NO. 85, 0.3 MILE NORTH OF THE BRIDGE
 QT0525'OVER THE SOUTH FORK MOREAU RIVER, 75 FEET WEST OF THE CENTER OF
 QT0525'THE HIGHWAY, 12 FEET SOUTH OF A FENCE CORNER, AND 4 FEET
 QT0525'NORTHEAST OF A 4 IN X 4 IN WITNESS POST.
 QT0525'
 QT0525'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN REDIG,
 QT0525'GO SOUTH ON U.S. HIGHWAY NO. 85 FOR 5.25 MILES TO THE JUNCTION
 QT0525'WITH STATE HIGHWAY NO. 79.  THEN RIGHT, WESTERLY AND SOUTHWEST
 QT0525'ON NO. 85 FOR 5.65 MILES TO THE AZIMUTH MARK ON THE LEFT.
 QT0525'CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.35 MILE TO THE STATION
 QT0525'ON THE RIGHT.
 QT0525'
 QT0525'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0525'BRIDGE 1951.
 QT0525'
 QT0525'REFERENCE MARK NO. 1 IS 75 FEET WEST OF THE CENTER OF THE
 QT0525'HIGHWAY, 44 FEET SOUTH OF THE FENCE CORNER, AND 3 FEET EAST
 QT0525'OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0525'BRIDGE NO 1 1951.
 QT0525'
 QT0525'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE FENCE CORNER, AND
 QT0525'6 INCHES SOUTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 QT0525'DISK IS STAMPED BRIDGE NO 2 1951.
 QT0525'
 QT0525'THE AZIMUTH MARK IS ON THE CREST OF A LOW HILL, 68 FEET EAST
 QT0525'OF THE CENTER OF THE HIGHWAY, AND 3 FEET EAST OF A 4 IN X 4 IN
 QT0525'WITNESS POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0525'BRIDGE 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0250 ***********************************************************************
 PS0250  DESIGNATION -  BRIDGE 180
 PS0250  PID         -  PS0250
 PS0250  STATE/COUNTY-  SD/HAND
 PS0250  COUNTRY     -  US
 PS0250  USGS QUAD   -  MILLER (2017)
 PS0250
 PS0250                         *CURRENT SURVEY CONTROL
 PS0250  ______________________________________________________________________
 PS0250* NAD 83(1986) POSITION- 44 30 51.     (N) 098 55 59.     (W)   SCALED
 PS0250* NAVD 88 ORTHO HEIGHT -   477.406 (meters)     1566.29  (feet) ADJUSTED
 PS0250  ______________________________________________________________________
 PS0250  GEOID HEIGHT    -        -24.591 (meters)                     GEOID18
 PS0250  DYNAMIC HEIGHT  -        477.315 (meters)     1565.99  (feet) COMP
 PS0250  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 PS0250
 PS0250  VERT ORDER      -  FIRST     CLASS II
 PS0250
 PS0250.The horizontal coordinates were scaled from a map and have
 PS0250.an estimated accuracy of +/- 6 seconds.
 PS0250
 PS0250.The orthometric height was determined by differential leveling and
 PS0250.adjusted by the NATIONAL GEODETIC SURVEY
 PS0250.in October 1997.
 PS0250
 PS0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0250.GEOID18 height accuracy estimate available here.
 PS0250
 PS0250.Click photographs - Photos may exist for this station.
 PS0250
 PS0250.The dynamic height is computed by dividing the NAVD 88
 PS0250.geopotential number by the normal gravity value computed on the
 PS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0250.degrees latitude (g = 980.6199 gals.).
 PS0250
 PS0250.The modeled gravity was interpolated from observed gravity values.
 PS0250
 PS0250;                    North         East    Units  Estimated Accuracy
 PS0250;SPC SD N     -    76,220.      684,830.      MT  (+/- 180 meters Scaled)
 PS0250
 PS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ053289(NAD 83)
 PS0250
 PS0250                          SUPERSEDED SURVEY CONTROL
 PS0250
 PS0250  NAVD 88 (06/15/91)  477.418  (m)         1566.33   (f) SUPERSEDED  1 2
 PS0250  NGVD 29 (??/??/92)  477.092  (m)         1565.26   (f) ADJ UNCH    1 2
 PS0250
 PS0250.Superseded values are not recommended for survey control.
 PS0250
 PS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0250.See file dsdata.pdf to determine how the superseded data were derived.
 PS0250
 PS0250_MARKER: R = RIVET
 PS0250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0250_SP_SET: RETAINING WALL
 PS0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0250+STABILITY: SURFACE MOTION
 PS0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0250+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0250
 PS0250  HISTORY     - Date     Condition        Report By
 PS0250  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0250  HISTORY     - 1934     GOOD             CGS
 PS0250  HISTORY     - 1940     GOOD             CGS
 PS0250  HISTORY     - 19941102 GOOD             NGS
 PS0250
 PS0250                          STATION DESCRIPTION
 PS0250
 PS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0250'AT ST LAWRENCE.
 PS0250'AT ST. LAWRENCE, HAND COUNTY, ABOUT 0.2 MILE EAST OF THE CHICAGO
 PS0250'AND NORTH WESTERN RAILWAY STATION, AT BRIDGE 180, IN THE TOP
 PS0250'OF THE SOUTH END OF THE FIRST STEP FROM THE TOP OF THE EAST
 PS0250'SANDSTONE ABUTMENT, 2.0 FEET EAST OF THE WEST FACE OF THE EAST
 PS0250'BACK WALL, 87.9 FEET SOUTHEAST OF BENCH MARK Z 50, DESCRIBED
 PS0250'ABOVE, 12.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER
 PS0250'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0250
 PS0250                          STATION RECOVERY (1940)
 PS0250
 PS0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0250'RECOVERED IN GOOD CONDITION.
 PS0250
 PS0250                          STATION RECOVERY (1994)
 PS0250
 PS0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0250'4.2 KM (2.60 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0250'IN MILLER, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG MAPLE STREET,
 PS0250'THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE DAKOTA, MINNESOTA AND
 PS0250'EASTERN RAILROAD, A RIVET IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE
 PS0250'SOUTH END OF THE FIRST TERRACE FROM THE TOP OF THE EAST SANDSTONE
 PS0250'RETAINING WALL OF THE RAILROAD BRIDGE SPANNING TURTLE CREEK, 3.8 M
 PS0250'(12.5 FT) SOUTH OF THE NEAR RAIL, AND 0.8 M (2.6 FT) BELOW THE LEVEL
 PS0250'OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0303 ***********************************************************************
 PS0303  DESIGNATION -  BRIDGE 189
 PS0303  PID         -  PS0303
 PS0303  STATE/COUNTY-  SD/HAND
 PS0303  COUNTRY     -  US
 PS0303  USGS QUAD   -  REE HEIGHTS SE (2017)
 PS0303
 PS0303                         *CURRENT SURVEY CONTROL
 PS0303  ______________________________________________________________________
 PS0303* NAD 83(1986) POSITION- 44 31 00.     (N) 099 05 04.     (W)   SCALED
 PS0303* NAVD 88 ORTHO HEIGHT -   502.22  (+/-2cm)     1647.7   (feet) VERTCON3
 PS0303  ______________________________________________________________________
 PS0303  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 PS0303  VERT ORDER      -  ? (See Below)
 PS0303
 PS0303.The horizontal coordinates were scaled from a map and have
 PS0303.an estimated accuracy of +/- 6 seconds.
 PS0303
 PS0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0303
 PS0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0303.GEOID18 height accuracy estimate available here.
 PS0303
 PS0303.The vertical order pertains to the NGVD 29 superseded value.
 PS0303
 PS0303.Click photographs - Photos may exist for this station.
 PS0303
 PS0303;                    North         East    Units  Estimated Accuracy
 PS0303;SPC SD N     -    76,350.      672,790.      MT  (+/- 180 meters Scaled)
 PS0303
 PS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ932292(NAD 83)
 PS0303
 PS0303                          SUPERSEDED SURVEY CONTROL
 PS0303
 PS0303  NGVD 29 (??/??/92)  501.887  (m)         1646.61   (f) ADJ UNCH       
 PS0303
 PS0303.Superseded values are not recommended for survey control.
 PS0303
 PS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0303.See file dsdata.pdf to determine how the superseded data were derived.
 PS0303
 PS0303_MARKER: R = RIVET
 PS0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0303_SP_SET: BRIDGE
 PS0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0303
 PS0303  HISTORY     - Date     Condition        Report By
 PS0303  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0303  HISTORY     - 1934     GOOD             CGS
 PS0303
 PS0303                          STATION DESCRIPTION
 PS0303
 PS0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0303'4.8 MI W FROM MILLER.
 PS0303'ABOUT 4.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0303'FROM THE STATION AT MILLER, HAND COUNTY, AT BRIDGE 189, IN THE
 PS0303'TOP OF THE SOUTH CONCRETE WIN WALL OF THE EAST ABUTMENT, 3.0 FEET
 PS0303'EAST OF THE WEST FACE OF THE EAST BACK WALL, 13.5 FEET SOUTH OF
 PS0303'THE CENTER LINE OF THE TRACK, AND ABOUT 2.0 FEET LOWER THAN THE
 PS0303'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0294 ***********************************************************************
 PS0294  DESIGNATION -  BRIDGE 195
 PS0294  PID         -  PS0294
 PS0294  STATE/COUNTY-  SD/HAND
 PS0294  COUNTRY     -  US
 PS0294  USGS QUAD   -  REE HEIGHTS (2017)
 PS0294
 PS0294                         *CURRENT SURVEY CONTROL
 PS0294  ______________________________________________________________________
 PS0294* NAD 83(1986) POSITION- 44 31 07.     (N) 099 12 58.     (W)   SCALED
 PS0294* NAVD 88 ORTHO HEIGHT -   530.43  (+/-2cm)     1740.3   (feet) VERTCON3
 PS0294  ______________________________________________________________________
 PS0294  GEOID HEIGHT    -        -24.100 (meters)                     GEOID18
 PS0294  VERT ORDER      -  ? (See Below)
 PS0294
 PS0294.The horizontal coordinates were scaled from a map and have
 PS0294.an estimated accuracy of +/- 6 seconds.
 PS0294
 PS0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0294
 PS0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0294.GEOID18 height accuracy estimate available here.
 PS0294
 PS0294.The vertical order pertains to the NGVD 29 superseded value.
 PS0294
 PS0294.Click photographs - Photos may exist for this station.
 PS0294
 PS0294;                    North         East    Units  Estimated Accuracy
 PS0294;SPC SD N     -    76,450.      662,320.      MT  (+/- 180 meters Scaled)
 PS0294
 PS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ828294(NAD 83)
 PS0294
 PS0294                          SUPERSEDED SURVEY CONTROL
 PS0294
 PS0294  NGVD 29 (??/??/92)  530.088  (m)         1739.13   (f) ADJ UNCH       
 PS0294
 PS0294.Superseded values are not recommended for survey control.
 PS0294
 PS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0294.See file dsdata.pdf to determine how the superseded data were derived.
 PS0294
 PS0294_MARKER: R = RIVET
 PS0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0294_SP_SET: BRIDGE
 PS0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0294
 PS0294  HISTORY     - Date     Condition        Report By
 PS0294  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0294  HISTORY     - 1934     GOOD             CGS
 PS0294
 PS0294                          STATION DESCRIPTION
 PS0294
 PS0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0294'0.7 MI W FROM REE HEIGHTS.
 PS0294'ABOUT 0.7 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0294'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, AT BRIDGE 195,
 PS0294'IN THE TOP OF THE SOUTH END OF THE EAST BACK WALL, 11.2 FEET
 PS0294'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 PS0294'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0289 ***********************************************************************
 PS0289  DESIGNATION -  BRIDGE 200
 PS0289  PID         -  PS0289
 PS0289  STATE/COUNTY-  SD/HYDE
 PS0289  COUNTRY     -  US
 PS0289  USGS QUAD   -  HIGHMORE SE (2017)
 PS0289
 PS0289                         *CURRENT SURVEY CONTROL
 PS0289  ______________________________________________________________________
 PS0289* NAD 83(1986) POSITION- 44 31 11.     (N) 099 17 57.     (W)   SCALED
 PS0289* NAVD 88 ORTHO HEIGHT -   545.63  (+/-2cm)     1790.1   (feet) VERTCON3
 PS0289  ______________________________________________________________________
 PS0289  GEOID HEIGHT    -        -24.017 (meters)                     GEOID18
 PS0289  VERT ORDER      -  ? (See Below)
 PS0289
 PS0289.The horizontal coordinates were scaled from a map and have
 PS0289.an estimated accuracy of +/- 6 seconds.
 PS0289
 PS0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0289
 PS0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0289.GEOID18 height accuracy estimate available here.
 PS0289
 PS0289.The vertical order pertains to the NGVD 29 superseded value.
 PS0289
 PS0289.Click photographs - Photos may exist for this station.
 PS0289
 PS0289;                    North         East    Units  Estimated Accuracy
 PS0289;SPC SD N     -    76,510.      655,720.      MT  (+/- 180 meters Scaled)
 PS0289
 PS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ762296(NAD 83)
 PS0289
 PS0289                          SUPERSEDED SURVEY CONTROL
 PS0289
 PS0289  NGVD 29 (??/??/92)  545.280  (m)         1788.97   (f) ADJ UNCH       
 PS0289
 PS0289.Superseded values are not recommended for survey control.
 PS0289
 PS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0289.See file dsdata.pdf to determine how the superseded data were derived.
 PS0289
 PS0289_MARKER: R = RIVET
 PS0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0289
 PS0289  HISTORY     - Date     Condition        Report By
 PS0289  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0289  HISTORY     - 1934     GOOD             CGS
 PS0289
 PS0289                          STATION DESCRIPTION
 PS0289
 PS0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0289'7 MI E FROM HIGHMORE.
 PS0289'ABOUT 7.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0289'FROM THE STATION AT HIGHMORE, HYDE COUNTY, AT BRIDGE 200, IN THE
 PS0289'TOP OF THE EAST END OF THE SOUTH HEAD WALL, 13.8 FEET SOUTH OF THE
 PS0289'CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER THAN THE TOP
 PS0289'OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0519 ***********************************************************************
 PS0519  DESIGNATION -  BRIDGE 224
 PS0519  PID         -  PS0519
 PS0519  STATE/COUNTY-  SD/HUGHES
 PS0519  COUNTRY     -  US
 PS0519  USGS QUAD   -  BLUNT (2017)
 PS0519
 PS0519                         *CURRENT SURVEY CONTROL
 PS0519  ______________________________________________________________________
 PS0519* NAD 83(1986) POSITION- 44 31 33.     (N) 099 56 43.     (W)   SCALED
 PS0519* NAVD 88 ORTHO HEIGHT -   499.778 (meters)     1639.69  (feet) ADJUSTED
 PS0519  ______________________________________________________________________
 PS0519  GEOID HEIGHT    -        -23.496 (meters)                     GEOID18
 PS0519  DYNAMIC HEIGHT  -        499.685 (meters)     1639.38  (feet) COMP
 PS0519  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 PS0519
 PS0519  VERT ORDER      -  SECOND    CLASS 0
 PS0519
 PS0519.The horizontal coordinates were scaled from a map and have
 PS0519.an estimated accuracy of +/- 6 seconds.
 PS0519
 PS0519.The orthometric height was determined by differential leveling and
 PS0519.adjusted by the NATIONAL GEODETIC SURVEY
 PS0519.in June 1991.
 PS0519
 PS0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0519.GEOID18 height accuracy estimate available here.
 PS0519
 PS0519.Click photographs - Photos may exist for this station.
 PS0519
 PS0519.The dynamic height is computed by dividing the NAVD 88
 PS0519.geopotential number by the normal gravity value computed on the
 PS0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0519.degrees latitude (g = 980.6199 gals.).
 PS0519
 PS0519.The modeled gravity was interpolated from observed gravity values.
 PS0519
 PS0519;                    North         East    Units  Estimated Accuracy
 PS0519;SPC SD S     -   243,660.      630,850.      MT  (+/- 180 meters Scaled)
 PS0519
 PS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ248307(NAD 83)
 PS0519
 PS0519                          SUPERSEDED SURVEY CONTROL
 PS0519
 PS0519  NGVD 29 (??/??/92)  499.426  (m)         1638.53   (f) ADJ UNCH    2 0
 PS0519
 PS0519.Superseded values are not recommended for survey control.
 PS0519
 PS0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0519.See file dsdata.pdf to determine how the superseded data were derived.
 PS0519
 PS0519_MARKER: R = RIVET
 PS0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0519_SP_SET: CULVERT
 PS0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0519
 PS0519  HISTORY     - Date     Condition        Report By
 PS0519  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0519  HISTORY     - 1940     GOOD             CGS
 PS0519
 PS0519                          STATION DESCRIPTION
 PS0519
 PS0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0519'2.1 MI E FROM BLUNT.
 PS0519'2.1 MILES EAST OF THE RAILROAD STATION AT BLUNT, IN EAST END OF SOUTH
 PS0519'STONE HEADWALL OF RAILROAD CULVERT NO. 224, 8.0 FEET EAST OF BM
 PS0519'P 49.  A METAL RIVET IN STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0546 ***********************************************************************
 PR0546  DESIGNATION -  BRIDGE 2808
 PR0546  PID         -  PR0546
 PR0546  STATE/COUNTY-  SD/MINER
 PR0546  COUNTRY     -  US
 PR0546  USGS QUAD   -  HOWARD (2017)
 PR0546
 PR0546                         *CURRENT SURVEY CONTROL
 PR0546  ______________________________________________________________________
 PR0546* NAD 83(1986) POSITION- 44 00 00.     (N) 097 35 20.     (W)   SCALED
 PR0546* NAVD 88 ORTHO HEIGHT -   449.82  (+/-2cm)     1475.8   (feet) VERTCON3
 PR0546  ______________________________________________________________________
 PR0546  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 PR0546  VERT ORDER      -  ? (See Below)
 PR0546
 PR0546.The horizontal coordinates were scaled from a map and have
 PR0546.an estimated accuracy of +/- 6 seconds.
 PR0546
 PR0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0546
 PR0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0546.GEOID18 height accuracy estimate available here.
 PR0546
 PR0546.The vertical order pertains to the NGVD 29 superseded value.
 PR0546
 PR0546.Click photographs - Photos may exist for this station.
 PR0546
 PR0546;                    North         East    Units  Estimated Accuracy
 PR0546;SPC SD S     -   188,790.      820,070.      MT  (+/- 180 meters Scaled)
 PR0546
 PR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP131728(NAD 83)
 PR0546
 PR0546                          SUPERSEDED SURVEY CONTROL
 PR0546
 PR0546  NGVD 29 (??/??/92)  449.532  (m)         1474.84   (f) ADJ UNCH       
 PR0546
 PR0546.Superseded values are not recommended for survey control.
 PR0546
 PR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0546.See file dsdata.pdf to determine how the superseded data were derived.
 PR0546
 PR0546_MARKER: R = RIVET
 PR0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0546_SP_SET: BRIDGE
 PR0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0546
 PR0546  HISTORY     - Date     Condition        Report By
 PR0546  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0546  HISTORY     - 1934     GOOD             CGS
 PR0546
 PR0546                          STATION DESCRIPTION
 PR0546
 PR0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0546'0.9 MI SE FROM VILAS.
 PR0546'0.9 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0546'FROM THE STATION AT VILAS, MINER COUNTY, AT BRIDGE 2808, IN THE
 PR0546'TOP OF THE SOUTHEAST CORNER OF THE WEST HEAD WALL, 12 FEET WEST
 PR0546'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN
 PR0546'THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1194 ***********************************************************************
 PT1194  DESIGNATION -  BRIDGER
 PT1194  PID         -  PT1194
 PT1194  STATE/COUNTY-  SD/ZIEBACH
 PT1194  COUNTRY     -  US
 PT1194  USGS QUAD   -  BRIDGER (2017)
 PT1194
 PT1194                         *CURRENT SURVEY CONTROL
 PT1194  ______________________________________________________________________
 PT1194* NAD 83(1996) POSITION- 44 35 30.38092(N) 101 53 50.64483(W)   ADJUSTED
 PT1194* NAVD 88 ORTHO HEIGHT -   727.04  (+/-2cm)     2385.3   (feet) VERTCON3
 PT1194  ______________________________________________________________________
 PT1194  GEOID HEIGHT    -        -20.281 (meters)                     GEOID18
 PT1194  LAPLACE CORR    -         -7.56  (seconds)                    DEFLEC18
 PT1194  HORZ ORDER      -  FIRST
 PT1194  VERT ORDER      -  THIRD ? (See Below)
 PT1194
 PT1194.The horizontal coordinates were established by classical geodetic methods
 PT1194.and adjusted by the National Geodetic Survey in January 1998.
 PT1194
 PT1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1194
 PT1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1194.GEOID18 height accuracy estimate available here.
 PT1194
 PT1194.The vertical order pertains to the NGVD 29 superseded value.
 PT1194
 PT1194.Click photographs - Photos may exist for this station.
 PT1194
 PT1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1194
 PT1194. The following values were computed from the NAD 83(1996) position.
 PT1194
 PT1194;                    North         East     Units Scale Factor Converg.
 PT1194;SPC SD N     -    86,044.886   449,355.557   MT  0.99997106   -1 20 34.3
 PT1194;SPC SD N     -   282,298.93  1,474,260.69   sFT  0.99997106   -1 20 34.3
 PT1194;SPC SD S     -   252,079.690   475,806.588   MT  1.00005147   -1 04 44.3
 PT1194;SPC SD S     -   827,031.45  1,561,042.11   sFT  1.00005147   -1 04 44.3
 PT1194;UTM  14      - 4,941,687.223   270,023.196   MT  1.00025045   -2 02 06.0
 PT1194
 PT1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1194!SPC SD N     -   0.99988920  x   0.99997106  =   0.99986026
 PT1194!SPC SD S     -   0.99988920  x   1.00005147  =   0.99994066
 PT1194!UTM  14      -   0.99988920  x   1.00025045  =   1.00013962
 PT1194
 PT1194:                Primary Azimuth Mark                     Grid Az
 PT1194:SPC SD N     -  BRIDGER AZ MK                            317 07 37.4
 PT1194:SPC SD S     -  BRIDGER AZ MK                            316 51 47.4
 PT1194:UTM  14      -  BRIDGER AZ MK                            317 49 09.1
 PT1194
 PT1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7002341687(NAD 83)
 PT1194
 PT1194|---------------------------------------------------------------------|
 PT1194| PID    Reference Object                     Distance      Geod. Az  |
 PT1194|                                                           dddmmss.s |
 PT1194| CP8869 BRIDGER RM 1                         24.550 METERS 07810     |
 PT1194| CP8870 BRIDGER RM 2                         19.637 METERS 30914     |
 PT1194| CP8868 BRIDGER AZ MK                                      3154703.1 |
 PT1194|---------------------------------------------------------------------|
 PT1194
 PT1194                          SUPERSEDED SURVEY CONTROL
 PT1194
 PT1194  NAD 83(1986)-  44 35 30.37288(N)    101 53 50.64564(W) AD(       ) 1
 PT1194  NAD 27      -  44 35 30.41800(N)    101 53 49.09500(W) AD(       ) 1
 PT1194  NGVD 29             726.59   (m)         2383.8    (f) LEVELING    3  
 PT1194
 PT1194.Superseded values are not recommended for survey control.
 PT1194
 PT1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1194.See file dsdata.pdf to determine how the superseded data were derived.
 PT1194
 PT1194_MARKER: DS = TRIANGULATION STATION DISK
 PT1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1194_STAMPING: BRIDGER 1950
 PT1194_MARK LOGO: CGS
 PT1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1194+STABILITY: SURFACE MOTION
 PT1194
 PT1194  HISTORY     - Date     Condition        Report By
 PT1194  HISTORY     - 1950     MONUMENTED       CGS
 PT1194
 PT1194                          STATION DESCRIPTION
 PT1194
 PT1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1194'STATION IS ABOUT 8 MILES EAST AND 2 MILES SOUTH OF HOWES POST
 PT1194'OFFICE, ON THE CHEYENNE RIVER INDIAN RESERVATION, AND ON A
 PT1194'PROMINENT GRASS-COVERED HILL WHICH IS THE HIGHEST POINT IN
 PT1194'THE IMMEDIATE VICINITY.  IT IS 13 FEET NORTHWEST OF A WITNESS
 PT1194'POST.
 PT1194'
 PT1194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73
 PT1194'AND 24 AT HOWES POST OFFICE.  GO NORTH ON HIGHWAY 73 FOR 3.0
 PT1194'MILES TO A DIRT ROAD AND A GATE ON THE RIGHT.  TURN RIGHT AND
 PT1194'GO EAST ABOUT 100 YARDS TO THE GATE, PASS THROUGH THE GATE
 PT1194'AND FOLLOW THE MAIN DIRT ROAD EAST FOR 2.8 MILES TO A CATTLE
 PT1194'GUARD.  CROSS THE CATTLE GUARD, TURN RIGHT AND FOLLOW THE MAIN
 PT1194'DIRT ROAD SOUTHEASTERLY FOR 4.65 MILES TO A CROSSROADS.
 PT1194'CONTINUE SOUTHEASTERLY 0.9 MILE TO A FORK.  BEAR RIGHT AND
 PT1194'GO SOUTH AND EAST FOR 1.05 MILES TO A GATE.  PASS THROUGH THE
 PT1194'GATE AND GO SOUTHEAST FOR 0.85 MILE TO THE AZIMUTH MARK ON
 PT1194'THE RIGHT.  CONTINUE SOUTHEAST FOR 0.45 MILE TO THE HIGHEST
 PT1194'POINT AND THE STATION.
 PT1194'
 PT1194'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRIDGER
 PT1194'1950.
 PT1194'
 PT1194'REFERENCE MARK NO. 1 IS 80 FEET NORTHEAST OF THE WITNESS POST.
 PT1194'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRIDGER NO
 PT1194'1 1950.
 PT1194'
 PT1194'REFERENCE MARK NO. 2 IS 7O FEET NORTHWEST OF THE WITNESS POST.
 PT1194'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BRIDGER NO
 PT1194'2 1950.
 PT1194'
 PT1194'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF THE ROAD, AND
 PT1194'17 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 PT1194'AND THE DISK IS STAMPED BRIDGER 1950
 PT1194'
 PT1194'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PT1194'CYLINDERS.
 PT1194'
 PT1194'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0928 ***********************************************************************
 OQ0928  DESIGNATION -  BRIDGEWATER CHURCH 1 SPIRE
 OQ0928  PID         -  OQ0928
 OQ0928  STATE/COUNTY-  SD/MCCOOK
 OQ0928  COUNTRY     -  US
 OQ0928  USGS QUAD   -  BRIDGEWATER WEST (2017)
 OQ0928
 OQ0928                         *CURRENT SURVEY CONTROL
 OQ0928  ______________________________________________________________________
 OQ0928* NAD 83(1996) POSITION- 43 33 06.56030(N) 097 30 15.95486(W)   ADJUSTED
 OQ0928  ______________________________________________________________________
 OQ0928  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 OQ0928  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 OQ0928  HORZ ORDER      -  THIRD
 OQ0928
 OQ0928.The horizontal coordinates were established by classical geodetic methods
 OQ0928.and adjusted by the National Geodetic Survey in January 1998.
 OQ0928
 OQ0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0928.GEOID18 height accuracy estimate available here.
 OQ0928
 OQ0928.Click photographs - Photos may exist for this station.
 OQ0928
 OQ0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0928
 OQ0928. The following values were computed from the NAD 83(1996) position.
 OQ0928
 OQ0928;                    North         East     Units Scale Factor Converg.
 OQ0928;SPC SD S     -   139,255.487   828,531.048   MT  0.99990754   +1 57 05.5
 OQ0928;SPC SD S     -   456,874.04  2,718,272.28   sFT  0.99990754   +1 57 05.5
 OQ0928;UTM  14      - 4,823,183.159   620,805.455   MT  0.99977951   +1 01 50.1
 OQ0928
 OQ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2080523183(NAD 83)
 OQ0928
 OQ0928                          SUPERSEDED SURVEY CONTROL
 OQ0928
 OQ0928  NAD 83(1995)-  43 33 06.56318(N)    097 30 15.93973(W) AD(       ) 3
 OQ0928  NAD 83(1986)-  43 33 06.56893(N)    097 30 15.93598(W) AD(       ) 3
 OQ0928  NAD 27      -  43 33 06.63200(N)    097 30 14.69700(W) AD(       ) 3
 OQ0928  USSD        -  43 33 06.81900(N)    097 30 15.08200(W) AD(       ) 3
 OQ0928
 OQ0928.Superseded values are not recommended for survey control.
 OQ0928
 OQ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0928.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0928
 OQ0928_MARKER: 90 = CHURCH SPIRE
 OQ0928
 OQ0928  HISTORY     - Date     Condition        Report By
 OQ0928  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0928  HISTORY     - 1935     GOOD             CGS
 OQ0928
 OQ0928                          STATION DESCRIPTION
 OQ0928
 OQ0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0928'ACCORDING TO STATEMENTS OF SEVERAL OLD RESIDENTS THERE WERE
 OQ0928'ABOUT 4 OR 5 CHURCH IN TOWN IN 1903.  IMPOSSIBLE TO DETERMINE
 OQ0928'WHICH WAS USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0929 ***********************************************************************
 OQ0929  DESIGNATION -  BRIDGEWATER CHURCH 2 SPIRE
 OQ0929  PID         -  OQ0929
 OQ0929  STATE/COUNTY-  SD/MCCOOK
 OQ0929  COUNTRY     -  US
 OQ0929  USGS QUAD   -  BRIDGEWATER WEST (2017)
 OQ0929
 OQ0929                         *CURRENT SURVEY CONTROL
 OQ0929  ______________________________________________________________________
 OQ0929* NAD 83(1996) POSITION- 43 33 05.59490(N) 097 30 03.86208(W)   ADJUSTED
 OQ0929  ______________________________________________________________________
 OQ0929  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 OQ0929  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 OQ0929  HORZ ORDER      -  THIRD
 OQ0929
 OQ0929.The horizontal coordinates were established by classical geodetic methods
 OQ0929.and adjusted by the National Geodetic Survey in January 1998.
 OQ0929
 OQ0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0929.GEOID18 height accuracy estimate available here.
 OQ0929
 OQ0929.Click photographs - Photos may exist for this station.
 OQ0929
 OQ0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0929
 OQ0929. The following values were computed from the NAD 83(1996) position.
 OQ0929
 OQ0929;                    North         East     Units Scale Factor Converg.
 OQ0929;SPC SD S     -   139,234.961   828,803.321   MT  0.99990755   +1 57 13.8
 OQ0929;SPC SD S     -   456,806.70  2,719,165.56   sFT  0.99990755   +1 57 13.8
 OQ0929;UTM  14      - 4,823,158.262   621,077.329   MT  0.99978032   +1 01 58.4
 OQ0929
 OQ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2107723158(NAD 83)
 OQ0929
 OQ0929                          SUPERSEDED SURVEY CONTROL
 OQ0929
 OQ0929  NAD 83(1995)-  43 33 05.59774(N)    097 30 03.84671(W) AD(       ) 3
 OQ0929  NAD 83(1986)-  43 33 05.60349(N)    097 30 03.84301(W) AD(       ) 3
 OQ0929  NAD 27      -  43 33 05.66700(N)    097 30 02.60400(W) AD(       ) 3
 OQ0929  USSD        -  43 33 05.85400(N)    097 30 02.98900(W) AD(       ) 3
 OQ0929
 OQ0929.Superseded values are not recommended for survey control.
 OQ0929
 OQ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0929.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0929
 OQ0929_MARKER: 90 = CHURCH SPIRE
 OQ0929
 OQ0929  HISTORY     - Date     Condition        Report By
 OQ0929  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0929  HISTORY     - 1935     GOOD             CGS
 OQ0929
 OQ0929                          STATION DESCRIPTION
 OQ0929
 OQ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0929'IMPOSSIBLE TO DETERMINE WHICH CHURCH WAS USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0869 ***********************************************************************
 OQ0869  DESIGNATION -  BRIDGEWATER ELEVATOR
 OQ0869  PID         -  OQ0869
 OQ0869  STATE/COUNTY-  SD/MCCOOK
 OQ0869  COUNTRY     -  US
 OQ0869  USGS QUAD   -  BRIDGEWATER WEST (2017)
 OQ0869
 OQ0869                         *CURRENT SURVEY CONTROL
 OQ0869  ______________________________________________________________________
 OQ0869* NAD 83(1996) POSITION- 43 32 52.38824(N) 097 30 00.82971(W)   ADJUSTED
 OQ0869  ______________________________________________________________________
 OQ0869  GEOID HEIGHT    -        -26.009 (meters)                     GEOID18
 OQ0869  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 OQ0869  HORZ ORDER      -  THIRD
 OQ0869
 OQ0869.The horizontal coordinates were established by classical geodetic methods
 OQ0869.and adjusted by the National Geodetic Survey in January 1998.
 OQ0869
 OQ0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0869.GEOID18 height accuracy estimate available here.
 OQ0869
 OQ0869.Click photographs - Photos may exist for this station.
 OQ0869
 OQ0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0869
 OQ0869. The following values were computed from the NAD 83(1996) position.
 OQ0869
 OQ0869;                    North         East     Units Scale Factor Converg.
 OQ0869;SPC SD S     -   138,829.972   828,885.241   MT  0.99990762   +1 57 15.9
 OQ0869;SPC SD S     -   455,478.00  2,719,434.33   sFT  0.99990762   +1 57 15.9
 OQ0869;UTM  14      - 4,822,752.060   621,152.719   MT  0.99978055   +1 02 00.3
 OQ0869
 OQ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2115222752(NAD 83)
 OQ0869
 OQ0869                          SUPERSEDED SURVEY CONTROL
 OQ0869
 OQ0869  NAD 83(1995)-  43 32 52.39103(N)    097 30 00.81445(W) AD(       ) 3
 OQ0869  NAD 83(1986)-  43 32 52.39678(N)    097 30 00.81074(W) AD(       ) 3
 OQ0869  NAD 27      -  43 32 52.46000(N)    097 29 59.57300(W) AD(       ) 3
 OQ0869  USSD        -  43 32 52.64700(N)    097 29 59.95600(W) AD(       ) 3
 OQ0869
 OQ0869.Superseded values are not recommended for survey control.
 OQ0869
 OQ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0869.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0869
 OQ0869_MARKER: 65 = GRAIN ELEVATOR
 OQ0869
 OQ0869  HISTORY     - Date     Condition        Report By
 OQ0869  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0869  HISTORY     - 1935     MARK NOT FOUND   CGS
 OQ0869
 OQ0869                          STATION DESCRIPTION
 OQ0869
 OQ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0869'IMPOSSIBLE TO DETERMINE WHICH ELEVATOR WAS USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0598 ***********************************************************************
 QR0598  DESIGNATION -  BRILL
 QR0598  PID         -  QR0598
 QR0598  STATE/COUNTY-  SD/SPINK
 QR0598  COUNTRY     -  US
 QR0598  USGS QUAD   -  NORTHVILLE SW (2017)
 QR0598
 QR0598                         *CURRENT SURVEY CONTROL
 QR0598  ______________________________________________________________________
 QR0598* NAD 83(1996) POSITION- 45 05 27.30144(N) 098 38 10.07296(W)   ADJUSTED
 QR0598* NAVD 88 ORTHO HEIGHT -   406.    (meters)     1332.    (feet) SCALED
 QR0598  ______________________________________________________________________
 QR0598  GEOID HEIGHT    -        -24.252 (meters)                     GEOID18
 QR0598  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 QR0598  HORZ ORDER      -  FIRST
 QR0598
 QR0598.The horizontal coordinates were established by classical geodetic methods
 QR0598.and adjusted by the National Geodetic Survey in January 1998.
 QR0598
 QR0598.The orthometric height was scaled from a topographic map.
 QR0598
 QR0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0598.GEOID18 height accuracy estimate available here.
 QR0598
 QR0598.Click photographs - Photos may exist for this station.
 QR0598
 QR0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0598
 QR0598. The following values were computed from the NAD 83(1996) position.
 QR0598
 QR0598;                    North         East     Units Scale Factor Converg.
 QR0598;SPC SD N     -   140,650.219   707,354.932   MT  0.99993935   +0 57 54.9
 QR0598;SPC SD N     -   461,449.93  2,320,713.64   sFT  0.99993935   +0 57 54.9
 QR0598;UTM  14      - 4,993,114.607   528,633.023   MT  0.99961008   +0 15 27.7
 QR0598
 QR0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0598!SPC SD N     -   0.99994010  x   0.99993935  =   0.99987946
 QR0598!UTM  14      -   0.99994010  x   0.99961008  =   0.99955021
 QR0598
 QR0598:                Primary Azimuth Mark                     Grid Az
 QR0598:SPC SD N     -  BRILL AZ MK                              359 45 02.3
 QR0598:UTM  14      -  BRILL AZ MK                              000 27 29.5
 QR0598
 QR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2863393114(NAD 83)
 QR0598
 QR0598|---------------------------------------------------------------------|
 QR0598| PID    Reference Object                     Distance      Geod. Az  |
 QR0598|                                                           dddmmss.s |
 QR0598| CO5246 BRILL AZ MK                                        0004257.2 |
 QR0598| CO5247 BRILL RM 1                           56.010 METERS 00148     |
 QR0598| QR0596 MANSFIELD PRESB CHURCH SPIRE        APPROX.17.7 KM 0185710.2 |
 QR0598| QR0595 NORTHVILLE HIGH SCH DOME FLAG       APPROX. 8.2 KM 0310051.0 |
 QR0598| QR0594 MELLETTE GRADE SCHOOL STACK         APPROX.12.8 KM 0554432.1 |
 QR0598| QR0568 MELLETTE CATHOLIC CHURCH SPIRE      APPROX.12.8 KM 0583251.4 |
 QR0598| PS0604 ASHTON MUNICIPAL TANK               APPROX.15.2 KM 1343028.8 |
 QR0598| CO5248 BRILL RM 2                           63.082 METERS 17656     |
 QR0598|---------------------------------------------------------------------|
 QR0598
 QR0598                          SUPERSEDED SURVEY CONTROL
 QR0598
 QR0598  NAD 83(1986)-  45 05 27.30721(N)    098 38 10.06920(W) AD(       ) 1
 QR0598  NAD 27      -  45 05 27.39900(N)    098 38 08.71900(W) AD(       ) 1
 QR0598
 QR0598.Superseded values are not recommended for survey control.
 QR0598
 QR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0598.See file dsdata.pdf to determine how the superseded data were derived.
 QR0598
 QR0598_MARKER: DS = TRIANGULATION STATION DISK
 QR0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0598_STAMPING: BRILL 1934
 QR0598_MARK LOGO: CGS
 QR0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0598+STABILITY: SURFACE MOTION
 QR0598
 QR0598  HISTORY     - Date     Condition        Report By
 QR0598  HISTORY     - 1934     MONUMENTED       CGS
 QR0598  HISTORY     - 1965     MARK NOT FOUND   USGS
 QR0598
 QR0598                          STATION DESCRIPTION
 QR0598
 QR0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0598'STATION IS LOCATED A FEW FEET W OF THE E LINE OF SEC. 27,
 QR0598'AND ABOUT 1/4 MILE N OF THE S LINE OF T 119 N, R 65 W, ON
 QR0598'PROPERTY OWNED BY W.F. BRILL OF REDFIELD.  STATION IS LOCATED
 QR0598'ON SMALL RISE IN UNCULTIVATED FIELD 48 FEET W OF CENTER LINE
 QR0598'OF N-S ROAD, AND 7 FEET W OF N-S FENCE LINE.
 QR0598'
 QR0598'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0598'BRONZE DISKS SET IN CONCRETE.
 QR0598'
 QR0598'REFERENCE MARK NO. 1 IS 30 FEET W OF CENTER LINE OF N-S ROAD
 QR0598'IN N-S FENCE LINE N OF STATION.
 QR0598'
 QR0598'REFERENCE MARK NO. 2 IS 34 FEET W OF CENTER LINE OF N-S ROAD
 QR0598'IN N-S FENCE LINE S OF STATION.
 QR0598'
 QR0598'AZIMUTH MARK IS 24 FEET N OF CENTER LINE OF E-W DIRT ROAD, 21
 QR0598'FEET E OF CENTER LINE OF N-S ROAD, AND 7 FEET NE OF LEANING
 QR0598'TELEPHONE POLE.  REACHED FROM STATION BY GOING N ON N-S ROAD
 QR0598'FOR 0.7 MILE TO CROSS ROAD AND MARK IN NE CORNER.
 QR0598'
 QR0598'STATION IS REACHED FROM THE RAILROAD STATION IN NORTHVILLE
 QR0598'BY FOLLOWING STATE HIGHWAY 20 N FOR ONE BLOCK.  TURN LEFT (W)
 QR0598'AND GO 3.0 MILES ON STATE HIGHWAY 20, THENCE TURN LEFT (S) ON
 QR0598'GRAVEL ROAD AT CROSSROADS.  GO S 4.7 MILES TO TOP OF RISE
 QR0598'AND STATION ON RIGHT.
 QR0598'
 QR0598'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0598
 QR0598                          STATION RECOVERY (1965)
 QR0598
 QR0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QR0598'STATION MARK WAS NOT FOUND.  AREA IS NOW UNDER CULTIVATION.
 QR0598'REFERENCE MARKS COULD NOT BE LOCATED.
 QR0598'
 QR0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED A FEW
 QR0598'FEET W OF E LINE OF SEC. 27 AND ABOUT 1/4 MI. N OF THE S LINE OF
 QR0598'T119 N.R. 65 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0853 ***********************************************************************
 PU0853  DESIGNATION -  BRINK
 PU0853  PID         -  PU0853
 PU0853  STATE/COUNTY-  SD/MEADE
 PU0853  COUNTRY     -  US
 PU0853  USGS QUAD   -  BULL RUN CREEK (2017)
 PU0853
 PU0853                         *CURRENT SURVEY CONTROL
 PU0853  ______________________________________________________________________
 PU0853* NAD 83(1986) POSITION- 44 45 15.     (N) 102 46 02.     (W)   SCALED
 PU0853* NAVD 88 ORTHO HEIGHT -   877.316 (meters)     2878.33  (feet) ADJUSTED
 PU0853  ______________________________________________________________________
 PU0853  GEOID HEIGHT    -        -17.757 (meters)                     GEOID18
 PU0853  DYNAMIC HEIGHT  -        877.107 (meters)     2877.64  (feet) COMP
 PU0853  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 PU0853
 PU0853  VERT ORDER      -  SECOND    CLASS 0
 PU0853
 PU0853.The horizontal coordinates were scaled from a map and have
 PU0853.an estimated accuracy of +/- 6 seconds.
 PU0853
 PU0853.The orthometric height was determined by differential leveling and
 PU0853.adjusted by the NATIONAL GEODETIC SURVEY
 PU0853.in June 1991.
 PU0853
 PU0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0853.GEOID18 height accuracy estimate available here.
 PU0853
 PU0853.Click photographs - Photos may exist for this station.
 PU0853
 PU0853.The dynamic height is computed by dividing the NAVD 88
 PU0853.geopotential number by the normal gravity value computed on the
 PU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0853.degrees latitude (g = 980.6199 gals.).
 PU0853
 PU0853.The modeled gravity was interpolated from observed gravity values.
 PU0853
 PU0853;                    North         East    Units  Estimated Accuracy
 PU0853;SPC SD N     -   106,070.      380,940.      MT  (+/- 180 meters Scaled)
 PU0853
 PU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK767580(NAD 83)
 PU0853
 PU0853                          SUPERSEDED SURVEY CONTROL
 PU0853
 PU0853  NGVD 29 (??/??/92)  876.848  (m)         2876.79   (f) ADJ UNCH    2 0
 PU0853
 PU0853.Superseded values are not recommended for survey control.
 PU0853
 PU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0853.See file dsdata.pdf to determine how the superseded data were derived.
 PU0853
 PU0853_MARKER: DS = TRIANGULATION STATION DISK
 PU0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0853_STAMPING: BRINK 1962
 PU0853_MARK LOGO: CGS
 PU0853_PROJECTION: FLUSH
 PU0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0853+STABILITY: SURFACE MOTION
 PU0853
 PU0853  HISTORY     - Date     Condition        Report By
 PU0853  HISTORY     - 1962     MONUMENTED       CGS
 PU0853
 PU0853                          STATION DESCRIPTION
 PU0853
 PU0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0853'2 MI E FROM FAIRPOINT.
 PU0853'1.55 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0853'THENCE 0.3 MILE NORTH ALONG A FENCE LINE, THENCE 0.2 MILE
 PU0853'NORTHWEST ACROSS COUNTRY, 0.2 MILE NORTHWEST OF A FENCE CORNER,
 PU0853'ON A SMALL KNOLL, 333 FEET NORTH OF AN EAST-WEST FENCE LINE,
 PU0853'42.6 FEET SOUTH-SOUTHWEST OF A REFERENCE MARK NO. 1, 37.7
 PU0853'FEET EAST-SOUTHEAST OF REFERENCE MARK NO. 2 AND IN THE TOP
 PU0853'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0852 ***********************************************************************
 PU0852  DESIGNATION -  BRINK RM 1
 PU0852  PID         -  PU0852
 PU0852  STATE/COUNTY-  SD/MEADE
 PU0852  COUNTRY     -  US
 PU0852  USGS QUAD   -  BULL RUN CREEK (2017)
 PU0852
 PU0852                         *CURRENT SURVEY CONTROL
 PU0852  ______________________________________________________________________
 PU0852* NAD 83(1986) POSITION- 44 45 15.     (N) 102 46 01.     (W)   SCALED
 PU0852* NAVD 88 ORTHO HEIGHT -   877.059 (meters)     2877.48  (feet) ADJUSTED
 PU0852  ______________________________________________________________________
 PU0852  GEOID HEIGHT    -        -17.758 (meters)                     GEOID18
 PU0852  DYNAMIC HEIGHT  -        876.849 (meters)     2876.80  (feet) COMP
 PU0852  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 PU0852
 PU0852  VERT ORDER      -  SECOND    CLASS 0
 PU0852
 PU0852.The horizontal coordinates were scaled from a map and have
 PU0852.an estimated accuracy of +/- 6 seconds.
 PU0852
 PU0852.The orthometric height was determined by differential leveling and
 PU0852.adjusted by the NATIONAL GEODETIC SURVEY
 PU0852.in June 1991.
 PU0852
 PU0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0852.GEOID18 height accuracy estimate available here.
 PU0852
 PU0852.Click photographs - Photos may exist for this station.
 PU0852
 PU0852.The dynamic height is computed by dividing the NAVD 88
 PU0852.geopotential number by the normal gravity value computed on the
 PU0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0852.degrees latitude (g = 980.6199 gals.).
 PU0852
 PU0852.The modeled gravity was interpolated from observed gravity values.
 PU0852
 PU0852;                    North         East    Units  Estimated Accuracy
 PU0852;SPC SD N     -   106,070.      380,960.      MT  (+/- 180 meters Scaled)
 PU0852
 PU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK767580(NAD 83)
 PU0852
 PU0852                          SUPERSEDED SURVEY CONTROL
 PU0852
 PU0852  NGVD 29 (??/??/92)  876.590  (m)         2875.95   (f) ADJ UNCH    2 0
 PU0852
 PU0852.Superseded values are not recommended for survey control.
 PU0852
 PU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0852.See file dsdata.pdf to determine how the superseded data were derived.
 PU0852
 PU0852_MARKER: DR = REFERENCE MARK DISK
 PU0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0852_STAMPING: BRINK NO 1 1962
 PU0852_MARK LOGO: CGS
 PU0852_PROJECTION: FLUSH
 PU0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0852+STABILITY: SURFACE MOTION
 PU0852
 PU0852  HISTORY     - Date     Condition        Report By
 PU0852  HISTORY     - 1962     MONUMENTED       CGS
 PU0852
 PU0852                          STATION DESCRIPTION
 PU0852
 PU0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0852'2 MI E FROM FAIRPOINT.
 PU0852'1.55 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT
 PU0852'FAIRPOINT, THENCE 0.3 MILE NORTH ALONG A FENCE, THENCE 0.2
 PU0852'MILE NORTHWEST ACROSS COUNTRY, 0.2 MILE NORTHWEST OF A FENCE
 PU0852'CORNER, ON A SMALL KNOLL, 42.6 FEET NORTH-NORTHEAST OF THE
 PU0852'STATION, 51.9 FEET NORTHEAST OF REFERENCE MARK NO. 2 AND IN
 PU0852'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0854 ***********************************************************************
 PU0854  DESIGNATION -  BRINK RM 2
 PU0854  PID         -  PU0854
 PU0854  STATE/COUNTY-  SD/MEADE
 PU0854  COUNTRY     -  US
 PU0854  USGS QUAD   -  BULL RUN CREEK (2017)
 PU0854
 PU0854                         *CURRENT SURVEY CONTROL
 PU0854  ______________________________________________________________________
 PU0854* NAD 83(1986) POSITION- 44 45 15.     (N) 102 46 02.     (W)   SCALED
 PU0854* NAVD 88 ORTHO HEIGHT -   877.406 (meters)     2878.62  (feet) ADJUSTED
 PU0854  ______________________________________________________________________
 PU0854  GEOID HEIGHT    -        -17.757 (meters)                     GEOID18
 PU0854  DYNAMIC HEIGHT  -        877.196 (meters)     2877.93  (feet) COMP
 PU0854  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 PU0854
 PU0854  VERT ORDER      -  SECOND    CLASS 0
 PU0854
 PU0854.The horizontal coordinates were scaled from a map and have
 PU0854.an estimated accuracy of +/- 6 seconds.
 PU0854
 PU0854.The orthometric height was determined by differential leveling and
 PU0854.adjusted by the NATIONAL GEODETIC SURVEY
 PU0854.in June 1991.
 PU0854
 PU0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0854.GEOID18 height accuracy estimate available here.
 PU0854
 PU0854.Click photographs - Photos may exist for this station.
 PU0854
 PU0854.The dynamic height is computed by dividing the NAVD 88
 PU0854.geopotential number by the normal gravity value computed on the
 PU0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0854.degrees latitude (g = 980.6199 gals.).
 PU0854
 PU0854.The modeled gravity was interpolated from observed gravity values.
 PU0854
 PU0854;                    North         East    Units  Estimated Accuracy
 PU0854;SPC SD N     -   106,070.      380,940.      MT  (+/- 180 meters Scaled)
 PU0854
 PU0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK767580(NAD 83)
 PU0854
 PU0854                          SUPERSEDED SURVEY CONTROL
 PU0854
 PU0854  NGVD 29 (??/??/92)  876.938  (m)         2877.09   (f) ADJ UNCH    2 0
 PU0854
 PU0854.Superseded values are not recommended for survey control.
 PU0854
 PU0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0854.See file dsdata.pdf to determine how the superseded data were derived.
 PU0854
 PU0854_MARKER: DR = REFERENCE MARK DISK
 PU0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0854_STAMPING: BRINK NO 2 1962
 PU0854_MARK LOGO: CGS
 PU0854_PROJECTION: FLUSH
 PU0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0854+STABILITY: SURFACE MOTION
 PU0854
 PU0854  HISTORY     - Date     Condition        Report By
 PU0854  HISTORY     - 1962     MONUMENTED       CGS
 PU0854
 PU0854                          STATION DESCRIPTION
 PU0854
 PU0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0854'2 MI E FROM FAIRPOINT.
 PU0854'1.55 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0854'THENCE 0.3 MILE NORTH ALONG A FENCE LINE, THENCE 0.2 MILE
 PU0854'NORTHWEST ACROSS COUNTRY, 0.2 MILE NORTHWEST OF A FENCE CORNER,
 PU0854'ON A SMALL KNOLL, 51.9 FEET SOUTHWEST OF REFERENCE MARK NO. 1,
 PU0854'37.7 FEET WEST-NORTHWEST OF THE STATION AND IN THE TOP OF A
 PU0854'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0437 ***********************************************************************
 QQ0437  DESIGNATION -  BRISTOL
 QQ0437  PID         -  QQ0437
 QQ0437  STATE/COUNTY-  SD/DAY
 QQ0437  COUNTRY     -  US
 QQ0437  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0437
 QQ0437                         *CURRENT SURVEY CONTROL
 QQ0437  ______________________________________________________________________
 QQ0437* NAD 83(1996) POSITION- 45 20 50.41075(N) 097 42 54.14938(W)   ADJUSTED
 QQ0437* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 QQ0437  ______________________________________________________________________
 QQ0437  GEOID HEIGHT    -        -24.893 (meters)                     GEOID18
 QQ0437  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 QQ0437  HORZ ORDER      -  SECOND
 QQ0437
 QQ0437.The horizontal coordinates were established by classical geodetic methods
 QQ0437.and adjusted by the National Geodetic Survey in January 1998.
 QQ0437
 QQ0437.The orthometric height was scaled from a topographic map.
 QQ0437
 QQ0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0437.GEOID18 height accuracy estimate available here.
 QQ0437
 QQ0437.Click photographs - Photos may exist for this station.
 QQ0437
 QQ0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0437
 QQ0437. The following values were computed from the NAD 83(1996) position.
 QQ0437
 QQ0437;                    North         East     Units Scale Factor Converg.
 QQ0437;SPC SD N     -   170,768.533   779,037.630   MT  0.99995245   +1 37 01.7
 QQ0437;SPC SD N     -   560,263.10  2,555,892.62   sFT  0.99995245   +1 37 01.7
 QQ0437;UTM  14      - 5,022,339.275   600,660.547   MT  0.99972458   +0 54 51.0
 QQ0437
 QQ0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0437!SPC SD N     -   0.99991826  x   0.99995245  =   0.99987072
 QQ0437!UTM  14      -   0.99991826  x   0.99972458  =   0.99964286
 QQ0437
 QQ0437:                Primary Azimuth Mark                     Grid Az
 QQ0437:SPC SD N     -  BRISTOL AZ MK                            153 34 16.3
 QQ0437:UTM  14      -  BRISTOL AZ MK                            154 16 27.0
 QQ0437
 QQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0066022339(NAD 83)
 QQ0437
 QQ0437|---------------------------------------------------------------------|
 QQ0437| PID    Reference Object                     Distance      Geod. Az  |
 QQ0437|                                                           dddmmss.s |
 QQ0437| AE7259 BRISTOL AZ MK                                      1551118.0 |
 QQ0437| AE7257 BRISTOL RM 2                         13.426 METERS 18346     |
 QQ0437| AE7258 BRISTOL RM 1                         10.884 METERS 35804     |
 QQ0437|---------------------------------------------------------------------|
 QQ0437
 QQ0437                          SUPERSEDED SURVEY CONTROL
 QQ0437
 QQ0437  NAD 83(1986)-  45 20 50.40905(N)    097 42 54.13482(W) AD(       ) 2
 QQ0437  NAD 27      -  45 20 50.57123(N)    097 42 52.79922(W) AD(       ) 2
 QQ0437
 QQ0437.Superseded values are not recommended for survey control.
 QQ0437
 QQ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0437.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0437
 QQ0437_MARKER: DS = TRIANGULATION STATION DISK
 QQ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0437_STAMPING: BRISTOL 1952
 QQ0437_MARK LOGO: CGS
 QQ0437_PROJECTION: FLUSH
 QQ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0437+STABILITY: SURFACE MOTION
 QQ0437
 QQ0437  HISTORY     - Date     Condition        Report By
 QQ0437  HISTORY     - 1952     MONUMENTED       CGS
 QQ0437  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0437  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0437
 QQ0437                          STATION DESCRIPTION
 QQ0437
 QQ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0437'THE STATION IS ABOUT 2 MILES EAST OF BRISTOL, 0.45 MILE NORTH
 QQ0437'OF U.S. HIGHWAY 12 AND ABOUT 0.05 MILE SOUTH OF THE CENTER OF THE
 QQ0437'EAST SIDE OF SEC. 30, T 122 N, R 57 W.  IT IS 34 FEET WEST OF THE
 QQ0437'CENTER OF A GRAVELED ROAD, 8 FEET SOUTH OF A LARGE BOULDER, 5
 QQ0437'FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST AND 3 FEET
 QQ0437'EAST OF A FENCE.
 QQ0437'
 QQ0437'TO REACH THE STATION FROM THE NORTH END OF THE OVERPASS IN
 QQ0437'BRISTOL, GO EAST 1.6 MILES TO A CROSSROADS, (THE AZIMUTH MARK IS
 QQ0437'0.2 MILE EAST OF THIS POINT) TURN LEFT AND GO NORTH 0.45 MILE
 QQ0437'TO THE STATION ON THE LEFT.
 QQ0437'
 QQ0437'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QQ0437'STAMPED BRISTOL 1952.
 QQ0437'
 QQ0437'REFERENCE MARK 1 IS 35 FEET WEST OF THE CENTER OF THE ROAD, 5
 QQ0437'FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT EAST OF THE
 QQ0437'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0437'BRISTOL NO 1 1952.
 QQ0437'
 QQ0437'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTER OF THE ROAD AND
 QQ0437'1 FOOT EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 QQ0437'THE DISK IS STAMPED BRISTOL NO 2 1952.
 QQ0437'
 QQ0437'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QQ0437'12, 4 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT
 QQ0437'SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 QQ0437'IS STAMPED BRISTOL 1952.
 QQ0437
 QQ0437                          STATION RECOVERY (1973)
 QQ0437
 QQ0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LLA)
 QQ0437'SEARCH FOR - NOT FOUND.
 QQ0437
 QQ0437                          STATION RECOVERY (1997)
 QQ0437
 QQ0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0437'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0463 ***********************************************************************
 QQ0463  DESIGNATION -  BRITT
 QQ0463  PID         -  QQ0463
 QQ0463  STATE/COUNTY-  SD/MARSHALL
 QQ0463  COUNTRY     -  US
 QQ0463  USGS QUAD   -  SPAIN (2017)
 QQ0463
 QQ0463                         *CURRENT SURVEY CONTROL
 QQ0463  ______________________________________________________________________
 QQ0463* NAD 83(1996) POSITION- 45 44 50.85072(N) 097 45 03.41497(W)   ADJUSTED
 QQ0463* NAVD 88 ORTHO HEIGHT -   401.91  (+/-2cm)     1318.6   (feet) VERTCON3
 QQ0463  ______________________________________________________________________
 QQ0463  GEOID HEIGHT    -        -25.243 (meters)                     GEOID18
 QQ0463  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 QQ0463  HORZ ORDER      -  SECOND
 QQ0463  VERT ORDER      -  THIRD ? (See Below)
 QQ0463
 QQ0463.The horizontal coordinates were established by classical geodetic methods
 QQ0463.and adjusted by the National Geodetic Survey in January 1998.
 QQ0463
 QQ0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0463
 QQ0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0463.GEOID18 height accuracy estimate available here.
 QQ0463
 QQ0463.The vertical order pertains to the NGVD 29 superseded value.
 QQ0463
 QQ0463.Click photographs - Photos may exist for this station.
 QQ0463
 QQ0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0463
 QQ0463. The following values were computed from the NAD 83(1996) position.
 QQ0463
 QQ0463;                    North         East     Units Scale Factor Converg.
 QQ0463;SPC SD N     -   215,142.211   774,989.607   MT  1.00001301   +1 35 30.3
 QQ0463;SPC SD N     -   705,845.74  2,542,611.74   sFT  1.00001301   +1 35 30.3
 QQ0463;UTM  14      - 5,066,747.617   597,155.816   MT  0.99971605   +0 53 41.0
 QQ0463
 QQ0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0463!SPC SD N     -   0.99994095  x   1.00001301  =   0.99995396
 QQ0463!UTM  14      -   0.99994095  x   0.99971605  =   0.99965702
 QQ0463
 QQ0463:                Primary Azimuth Mark                     Grid Az
 QQ0463:SPC SD N     -  BRITT 2 AZ MK                            180 19 55.8
 QQ0463:UTM  14      -  BRITT 2 AZ MK                            181 01 45.1
 QQ0463
 QQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9715566747(NAD 83)
 QQ0463
 QQ0463|---------------------------------------------------------------------|
 QQ0463| PID    Reference Object                     Distance      Geod. Az  |
 QQ0463|                                                           dddmmss.s |
 QQ0463| CO5251 BRITT RM 2                            8.752 METERS 00047     |
 QQ0463| QQ0455 BRITTON TANK                        APPROX. 5.0 KM 0023745.9 |
 QQ0463| CO5253 BRITT 2 RM 3                         22.730 METERS 06305     |
 QQ0463| QQ0465 BRITT 2                              20.464 METERS 09152     |
 QQ0463| CO5250 BRITT RM 1                           10.142 METERS 17941     |
 QQ0463| CO5252 BRITT 2 AZ MK                                      1815526.1 |
 QQ0463| CO5249 BRITT AZ MK                                        1821111.0 |
 QQ0463|---------------------------------------------------------------------|
 QQ0463
 QQ0463                          SUPERSEDED SURVEY CONTROL
 QQ0463
 QQ0463  NAD 83(1986)-  45 44 50.84613(N)    097 45 03.41085(W) AD(       ) 2
 QQ0463  NAD 27      -  45 44 51.02699(N)    097 45 02.03736(W) AD(       ) 2
 QQ0463  NGVD 29             401.63   (m)         1317.7    (f) LEVELING    3  
 QQ0463
 QQ0463.Superseded values are not recommended for survey control.
 QQ0463
 QQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0463.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0463
 QQ0463_MARKER: DS = TRIANGULATION STATION DISK
 QQ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0463_STAMPING: BRITT 1952
 QQ0463_MARK LOGO: CGS
 QQ0463_PROJECTION: FLUSH
 QQ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0463+STABILITY: SURFACE MOTION
 QQ0463
 QQ0463  HISTORY     - Date     Condition        Report By
 QQ0463  HISTORY     - 1952     MONUMENTED       CGS
 QQ0463  HISTORY     - 1977     MARK NOT FOUND   NGS
 QQ0463
 QQ0463                          STATION DESCRIPTION
 QQ0463
 QQ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0463'THE STATION IS IN SECTION 12, T 126 N, R 58 W, ON THE RIGHT-OF-WAY
 QQ0463'OF STATE HIGHWAY 25, ABOUT 3 MILES SOUTH OF BRITTON, 28 FEET EAST
 QQ0463'OF THE CENTER OF THE HIGHWAY AND 4 FEET WEST OF A 4 X 4 INCH
 QQ0463'WITNESS POST.
 QQ0463'
 QQ0463'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF
 QQ0463'STATE HIGHWAY 25 AND STATE HIGHWAY 10 IN THE SOUTH EDGE OF BRITTON,
 QQ0463'GO SOUTH ON STATE HIGHWAY 25 FOR 3.15 MILES TO A CROSS ROAD AND THE
 QQ0463'STATION ON THE LEFT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILE
 QQ0463'TO THE AZIMUTH MARK ON THE RIGHT.
 QQ0463'
 QQ0463'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0463'BRITT 1952.
 QQ0463'
 QQ0463'REFERENCE MARK 1 IS 29 FEET EAST OF THE CENTER OF THE HIGHWAY
 QQ0463'AND 3 FEET WEST OF THE WIRE FENCE.  THE MARK IS FLUSH WITH THE
 QQ0463'GROUND AND THE DISK IS STAMPED BRITT NO 1 1952.
 QQ0463'
 QQ0463'REFERENCE MARK 2 IS 29 FEET EAST OF THE CENTER OF THE HIGHWAY
 QQ0463'AND 3 FEET WEST OF THE WIRE FENCE.  THE MARK IS FLUSH WITH THE
 QQ0463'GROUND AND THE DISK IS STAMPED BRITT NO 2 1952.
 QQ0463'
 QQ0463'THE AZIMUTH MARK IS 37 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QQ0463'2 FEET NORTH OF A 4 X 4 INCH WITNESS POST AND 1 FOOT EAST OF A WIRE
 QQ0463'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRITT
 QQ0463'1952.
 QQ0463'
 QQ0463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0463
 QQ0463                          STATION RECOVERY (1977)
 QQ0463
 QQ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QQ0463'THE UNDERGROUND STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2,
 QQ0463'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 QQ0463'STATION MARK WAS NOT FOUND, IT APPARENTLY HAD BEEN PULLED UP AND
 QQ0463'HAULED AWAY.  THE UNDERGROUND STATION MARK IS 2-FEET BELOW THE
 QQ0463'SURFACE, AND REFERENCE MARKS ARE 10-INCHES BELOW THE SURFACE, A
 QQ0463'4-FOOT FILL WILL BE GRADED OVER THE MARKS WHICH WILL THEN BE
 QQ0463'UNDER THE SHOULDER OF THE ROAD, THE MARKS WILL BE LEFT INTACT.
 QQ0463'DUE TO THE ROAD IMPROVEMENTS STATION BRITT 2, REFERENCE MARKS
 QQ0463'NO. 3 AND NO. 4, AND AN AZIMUTH MARK WERE ESTABLISHED.  THE
 QQ0463'DISK WAS REMOVED FROM AZIMUTH MARK 1952 AT THIS TIME.
 QQ0463'
 QQ0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0463'ABOUT 3 MILES SOUTH OF BRITTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0465 ***********************************************************************
 QQ0465  DESIGNATION -  BRITT 2
 QQ0465  PID         -  QQ0465
 QQ0465  STATE/COUNTY-  SD/MARSHALL
 QQ0465  COUNTRY     -  US
 QQ0465  USGS QUAD   -  SPAIN (2017)
 QQ0465
 QQ0465                         *CURRENT SURVEY CONTROL
 QQ0465  ______________________________________________________________________
 QQ0465* NAD 83(1996) POSITION- 45 44 50.82914(N) 097 45 02.46873(W)   NO CHECK
 QQ0465* NAVD 88 ORTHO HEIGHT -   402.    (meters)     1319.    (feet) SCALED
 QQ0465  ______________________________________________________________________
 QQ0465  GEOID HEIGHT    -        -25.243 (meters)                     GEOID18
 QQ0465  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 QQ0465  HORZ ORDER      -  SECOND
 QQ0465
 QQ0465.The horizontal coordinates were established by classical geodetic methods
 QQ0465.and adjusted by the National Geodetic Survey in January 1998.
 QQ0465
 QQ0465.No horizontal observational check was made to the station.
 QQ0465
 QQ0465.The orthometric height was scaled from a topographic map.
 QQ0465
 QQ0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0465.GEOID18 height accuracy estimate available here.
 QQ0465
 QQ0465.Click photographs - Photos may exist for this station.
 QQ0465
 QQ0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0465
 QQ0465. The following values were computed from the NAD 83(1996) position.
 QQ0465
 QQ0465;                    North         East     Units Scale Factor Converg.
 QQ0465;SPC SD N     -   215,142.113   775,010.071   MT  1.00001301   +1 35 30.9
 QQ0465;SPC SD N     -   705,845.42  2,542,678.87   sFT  1.00001301   +1 35 30.9
 QQ0465;UTM  14      - 5,066,747.271   597,176.271   MT  0.99971609   +0 53 41.7
 QQ0465
 QQ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0465!SPC SD N     -   0.99994089  x   1.00001301  =   0.99995390
 QQ0465!UTM  14      -   0.99994089  x   0.99971609  =   0.99965700
 QQ0465
 QQ0465:                Primary Azimuth Mark                     Grid Az
 QQ0465:SPC SD N     -  BRITT 2 AZ MK                            181 39 02.0
 QQ0465:UTM  14      -  BRITT 2 AZ MK                            182 20 51.2
 QQ0465
 QQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9717666747(NAD 83)
 QQ0465
 QQ0465|---------------------------------------------------------------------|
 QQ0465| PID    Reference Object                     Distance      Geod. Az  |
 QQ0465|                                                           dddmmss.s |
 QQ0465| CO5254 BRITT 2 RM 4                          9.753 METERS 17954     |
 QQ0465| CO5252 BRITT 2 AZ MK                                      1831432.9 |
 QQ0465| CO5249 BRITT AZ MK                                        1840513.1 |
 QQ0465| QQ0463 BRITT                                20.464 METERS 27152     |
 QQ0465| CO5253 BRITT 2 RM 3                         10.950 METERS 35857     |
 QQ0465|---------------------------------------------------------------------|
 QQ0465
 QQ0465                          SUPERSEDED SURVEY CONTROL
 QQ0465
 QQ0465  NAD 83(1986)-  45 44 50.82455(N)    097 45 02.46461(W) AD(       ) 2
 QQ0465  NAD 27      -  45 44 51.00541(N)    097 45 01.09115(W) AD(       ) 2
 QQ0465
 QQ0465.Superseded values are not recommended for survey control.
 QQ0465
 QQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0465.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0465
 QQ0465_MARKER: DH = HORIZONTAL CONTROL DISK
 QQ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0465_STAMPING: BRITT 2 1977
 QQ0465_MARK LOGO: NGS
 QQ0465_PROJECTION: FLUSH
 QQ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0465+STABILITY: SURFACE MOTION
 QQ0465
 QQ0465  HISTORY     - Date     Condition        Report By
 QQ0465  HISTORY     - 1977     MONUMENTED       NGS
 QQ0465
 QQ0465                          STATION DESCRIPTION
 QQ0465
 QQ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QQ0465'THE STATION IS LOCATED IN SEC 12, T 126 N, R 58 W, ABOUT 3 MILES
 QQ0465'SOUTH OF BRITTON, ALONG THE EAST SIDE OF STATE HIGHWAY 27, AT A
 QQ0465'CROSSROAD INTERSECTION.
 QQ0465'
 QQ0465'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 27
 QQ0465'IN BRITTON, GO SOUTH ON HIGHWAY 27 FOR 3.1 MILES TO A CROSSROAD AND
 QQ0465'THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 QQ0465'
 QQ0465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 27
 QQ0465'FOR 0.5 MILES TO THE NORTH ONE OF TWO DRIVEWAYS INTO THE PHILLIP
 QQ0465'BREMMIN FARMSTEAD ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 QQ0465'
 QQ0465'THE STATION MARKS ARE STANDARD DISKS STAMPED BRITT 2 1977.  THE
 QQ0465'UNDERGROUND MARK IS SET IN THE TOP OF A BLOCK OF CONCRETE 3-FEET
 QQ0465'BELOW GROUND LEVEL, THE SURFACE STATION MARK IS PLUMBED OVER IT AND
 QQ0465'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 QQ0465'THE MARKS ARE 130 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 QQ0465'90 FEET EAST OF THE CENTER OF STATE HIGHWAY 27, AND 2.5 FEET
 QQ0465'SOUTH OF A METAL WITNESS POST.
 QQ0465'
 QQ0465'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BRITT 2 NO 3
 QQ0465'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 QQ0465'GROUND.  IT IS 94 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 QQ0465'ROAD, 90 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 2.2 FEET
 QQ0465'SOUTH OF A METAL WITNESS POST.
 QQ0465'
 QQ0465'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BRITT 2 NO 4 1977,
 QQ0465'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 QQ0465'IT IS 162 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 90 FEET
 QQ0465'EAST OF THE CENTER OF THE HIGHWAY, AND 1.8 FEET NORTH OF A METAL
 QQ0465'WITNESS POST.
 QQ0465'
 QQ0465'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRITT 2 1977, SET IN
 QQ0465'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 QQ0465'100 FEET WEST OF THE CENTER OF HIGHWAY 27, 86 FEET NORTHEAST OF
 QQ0465'THE NORTHEAST CORNER OF THE GARAGE ATTACHED TO THE NORTH SIDE OF
 QQ0465'THE HOUSE, AND 20 FEET NORTH OF THE CENTER OF THE NORTH DRIVEWAY.
 QQ0465'
 QQ0465'NEAREST TOWN--BRITTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0456 ***********************************************************************
 QQ0456  DESIGNATION -  BRITTON
 QQ0456  PID         -  QQ0456
 QQ0456  STATE/COUNTY-  SD/MARSHALL
 QQ0456  COUNTRY     -  US
 QQ0456  USGS QUAD   -  BRITTON EAST (2017)
 QQ0456
 QQ0456                         *CURRENT SURVEY CONTROL
 QQ0456  ______________________________________________________________________
 QQ0456* NAD 83(1996) POSITION- 45 48 44.04096(N) 097 42 10.89208(W)   ADJUSTED
 QQ0456* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 QQ0456  ______________________________________________________________________
 QQ0456  GEOID HEIGHT    -        -25.388 (meters)                     GEOID18
 QQ0456  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 QQ0456  HORZ ORDER      -  FIRST
 QQ0456
 QQ0456.The horizontal coordinates were established by classical geodetic methods
 QQ0456.and adjusted by the National Geodetic Survey in January 1998.
 QQ0456
 QQ0456.The orthometric height was scaled from a topographic map.
 QQ0456
 QQ0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0456.GEOID18 height accuracy estimate available here.
 QQ0456
 QQ0456.Click photographs - Photos may exist for this station.
 QQ0456
 QQ0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0456
 QQ0456. The following values were computed from the NAD 83(1996) position.
 QQ0456
 QQ0456;                    North         East     Units Scale Factor Converg.
 QQ0456;SPC SD N     -   222,443.704   778,513.064   MT  1.00002743   +1 37 32.4
 QQ0456;SPC SD N     -   729,800.72  2,554,171.61   sFT  1.00002743   +1 37 32.4
 QQ0456;UTM  14      - 5,074,003.578   600,766.660   MT  0.99972483   +0 55 48.3
 QQ0456
 QQ0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0456!SPC SD N     -   0.99993512  x   1.00002743  =   0.99996255
 QQ0456!UTM  14      -   0.99993512  x   0.99972483  =   0.99965997
 QQ0456
 QQ0456:                Primary Azimuth Mark                     Grid Az
 QQ0456:SPC SD N     -  BRITTON AZ MK                            251 31 11.8
 QQ0456:UTM  14      -  BRITTON AZ MK                            252 12 55.9
 QQ0456
 QQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0076674003(NAD 83)
 QQ0456
 QQ0456|---------------------------------------------------------------------|
 QQ0456| PID    Reference Object                     Distance      Geod. Az  |
 QQ0456|                                                           dddmmss.s |
 QQ0456| CO5255 BRITTON RM 1                         10.127 METERS 01157     |
 QQ0456| CO5256 BRITTON RM 2                         10.168 METERS 10138     |
 QQ0456| QQ0455 BRITTON TANK                        APPROX. 4.2 KM 2372309.8 |
 QQ0456| QQ0473 BRITTON MARSHALL CO COURTHOUSE DOME APPROX. 4.6 KM 2390538.3 |
 QQ0456| AH8195 BRITTON AZ MK                                      2530844.2 |
 QQ0456|---------------------------------------------------------------------|
 QQ0456
 QQ0456                          SUPERSEDED SURVEY CONTROL
 QQ0456
 QQ0456  NAD 83(1986)-  45 48 44.03763(N)    097 42 10.88973(W) AD(       ) 1
 QQ0456  NAD 27      -  45 48 44.21943(N)    097 42 09.51432(W) AD(       ) 1
 QQ0456
 QQ0456.Superseded values are not recommended for survey control.
 QQ0456
 QQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0456.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0456
 QQ0456_MARKER: DS = TRIANGULATION STATION DISK
 QQ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0456_STAMPING: BRITTON 1952
 QQ0456_MARK LOGO: CGS
 QQ0456_PROJECTION: FLUSH
 QQ0456_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QQ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0456+STABILITY: SURFACE MOTION
 QQ0456
 QQ0456  HISTORY     - Date     Condition        Report By
 QQ0456  HISTORY     - 1952     MONUMENTED       CGS
 QQ0456  HISTORY     - 19830519 GOOD             NGS
 QQ0456
 QQ0456                          STATION DESCRIPTION
 QQ0456
 QQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0456'THE STATION IS IN SECTION 17, T127N, R57W, ON A HIGH PROMINENT GRASSY
 QQ0456'MOUND OWNED BY MR. WALTER FREISS, ABOUT 2-1/4 MILES EAST AND 1-1/2
 QQ0456'MILES NORTH OF BRITTON, 8 FEET NORTHEAST OF A WHITE 4 IN X 4 IN
 QQ0456'WITNESS POST AND 6 FEET NORTH OF A BOULDER.
 QQ0456'
 QQ0456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND 10 IN
 QQ0456'BRITTON, GO EAST ON STATE HIGHWAY 10 AND 25 FOR 2 MILES TO A
 QQ0456'CROSSROADS, TURN LEFT (NORTH) AND GO ON A DIRT AND TRACK ROAD FOR 1.4
 QQ0456'MILES TO A SMALL BUILDING AND WINDMILL ON THE RIGHT, A FARM ROAD ON
 QQ0456'THE RIGHT, THE AZIMUTH ON THE RIGHT AS DESCRIBED BELOW, TURN RIGHT
 QQ0456'(EAST) AND FOLLOW THE FARM ROAD FOR 0.15 MILE, BEAR LEFT AND FOLLOW
 QQ0456'TRACK ROAD NORTHEASTERLY, NORTH AND EAST AROUND EDGE OF CULTIVATED
 QQ0456'FIELD FOR 0.3 MILE TO THE TOP OF MOUND AND STATION.
 QQ0456'
 QQ0456'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 QQ0456'IS STAMPED BRITTON 1952.
 QQ0456'
 QQ0456'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 QQ0456'DISK IS STAMPED BRITTON NO 1 1952.
 QQ0456'
 QQ0456'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 QQ0456'DISK IS STAMPED BRITTON NO 2 1952.
 QQ0456'
 QQ0456'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF THE TRACK ROAD, 33
 QQ0456'FEET SOUTH OF THE CENTER OF THE FARM ROAD AND 5 FEET NORTH OF A WHITE
 QQ0456'4 IN X 4 IN WITNESS POST.  IT IS FLUSH WITH THE SURFACE OF THE GROUND
 QQ0456'AND THE DISK IS STAMPED BRITTON 1952.
 QQ0456'
 QQ0456'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0456
 QQ0456                          STATION RECOVERY (1983)
 QQ0456
 QQ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0456'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 QQ0456'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS AND THE DISTANCES TO
 QQ0456'REFERENCE MARK 1 CHECKED THE 1952 DATA WITHIN THE ALLOWABLE BUT A
 QQ0456'SHORTER DISTANCE OF 0.025 M (0.082 FT) WAS RECORED FOR REFERENCE MARK
 QQ0456'2.  NEW DESCRIPTIVE TEXT FOLLOWS.
 QQ0456'
 QQ0456'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF BRITTON, 2.4
 QQ0456'KM (1.50 MI) NORTH OF HIGHWAY 10, ON PROPERTY OF MR. JOHN SHERBURN.
 QQ0456'MR. SHERBURN RESIDES 1 KM (0.60 MI) NORTH OF THE STATION.
 QQ0456'
 QQ0456'TO REACH THE STATION FROM THE COURTHOUSE IN BRITTON, GO EAST ON
 QQ0456'HIGHWAY 10 FOR 3.5 KM (2.15 MI) TO A GRAVELED CROSSROAD.  TURN LEFT
 QQ0456'(NORTH) ALONG GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO THE END OF THE
 QQ0456'GRAVELED ROAD AND A FARMSTEAD ON THE RIGHT.  CONTINUE NORTH ON DIRT
 QQ0456'ROAD FOR 1.4 KM (0.85 MI) TO THE AZIMUTH MARK ON THE RIGHT AND A GATE.
 QQ0456'TURN RIGHT, THROUGH GATE, AND GO EAST ALONG THE NORTH SIDE OF A
 QQ0456'CULTIVATED FIELD FOR 0.2 KM (0.10 MI) TO A ROCK PILE.  JOG NORTH ABOUT
 QQ0456'60 M (196.8 FT), THEN CONTINUE EAST ALONG NORTH EDGE OF FIELD FOR 0.3
 QQ0456'KM (0.20 MI) TO THE TOP OF A GRASSY KNOLL AND THE STATION SITE.
 QQ0456'
 QQ0456'THE STATION IS A STANDARD CGS DISK STAMPED--BRITTON 1952--SET INTO THE
 QQ0456'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH
 QQ0456'WITH THE GROUND.  LOCATED ABOUT 0.1 KM (0.05 MI) SOUTH OF A FENCE.
 QQ0456'LOCATED 13.7 METRS WEST FROM THE WEST EDGE OF A CULTIVATED FIELD.
 QQ0456'12.8 METERS (42.0 FT) NORTH FROM THE NORTH EDGE OF A CULTIVATED FIELD.
 QQ0456'2.4 METERS (7.9 FT) NORTH-NORTHEAST FROM A WOODEN WITNESS POST.  1.2
 QQ0456'METERS (3.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE EAST 1 OF 2
 QQ0456'LARGE ROCKS.
 QQ0456'
 QQ0456'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED--BRITTON NO 1
 QQ0456'1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 QQ0456'IN DIAMETER RECESSED 2 INCHES.  LOCATED 12.2 METERS (40.0 FT) WEST
 QQ0456'FROM THE WEST EDGE OF A CULTIVATED FIELD.  6.7 METERS (22.0 FT)
 QQ0456'SOUTH-SOUTHWEST FROM THE CENTER OF A 0.9 M (3.0 FT) FLAT-TOPPED BURIED
 QQ0456'BOULDER, AND 4 FEET (1.2 M) LOWER THAN THE STATION.
 QQ0456'
 QQ0456'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED --BRITTON NO 2
 QQ0456'1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 QQ0456'IN DIAMETER AND RECESSED 2 INCHES.  LOCATED 10.7 METERS (35.1 FT)
 QQ0456'NORTH FROM THE NORTH EDGE OF A CULTIVATED FIELD.  3.7 METERS (12.1 FT)
 QQ0456'WEST FROM THE WEST EDGE OF A CULTIVATED FIELD AND 2.3 FEET (0.7 M)
 QQ0456'LOWER THAN THE STATION.
 QQ0456'
 QQ0456'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED--BRITTON 1952--SET
 QQ0456'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 QQ0456'DIAMETER, FLUSH WITH THE GROUND.  LOCATED 11.5 METERS (37.7 FT) EAST
 QQ0456'FROM THE CENTER OF A DIRT ROAD.  5.75 METERS (18.86 FT)
 QQ0456'SOUTH-SOUTHEAST FROM THE CENTER OF A GATE. 1.1 METER (3.6 FT) EAST
 QQ0456'FROM A FENCE.  0.30 METER (0.98 FT) SOUTH FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0473 ***********************************************************************
 QQ0473  DESIGNATION -  BRITTON MARSHALL CO COURTHOUSE DOME
 QQ0473  PID         -  QQ0473
 QQ0473  STATE/COUNTY-  SD/MARSHALL
 QQ0473  COUNTRY     -  US
 QQ0473  USGS QUAD   -  BRITTON WEST (2017)
 QQ0473
 QQ0473                         *CURRENT SURVEY CONTROL
 QQ0473  ______________________________________________________________________
 QQ0473* NAD 83(1996) POSITION- 45 47 26.74321(N) 097 45 15.37144(W)   ADJUSTED
 QQ0473  ______________________________________________________________________
 QQ0473  GEOID HEIGHT    -        -25.343 (meters)                     GEOID18
 QQ0473  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 QQ0473  HORZ ORDER      -  THIRD
 QQ0473
 QQ0473.The horizontal coordinates were established by classical geodetic methods
 QQ0473.and adjusted by the National Geodetic Survey in January 1998.
 QQ0473
 QQ0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0473.GEOID18 height accuracy estimate available here.
 QQ0473
 QQ0473.Click photographs - Photos may exist for this station.
 QQ0473
 QQ0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0473
 QQ0473. The following values were computed from the NAD 83(1996) position.
 QQ0473
 QQ0473;                    North         East     Units Scale Factor Converg.
 QQ0473;SPC SD N     -   219,946.313   774,597.762   MT  1.00002251   +1 35 21.8
 QQ0473;SPC SD N     -   721,607.20  2,541,326.16   sFT  1.00002251   +1 35 21.8
 QQ0473;UTM  14      - 5,071,554.677   596,822.515   MT  0.99971525   +0 53 34.8
 QQ0473
 QQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9682271554(NAD 83)
 QQ0473
 QQ0473                          SUPERSEDED SURVEY CONTROL
 QQ0473
 QQ0473  NAD 83(1986)-  45 47 26.73917(N)    097 45 15.36879(W) AD(       ) 3
 QQ0473  NAD 27      -  45 47 26.92225(N)    097 45 13.99108(W) AD(       ) 3
 QQ0473
 QQ0473.Superseded values are not recommended for survey control.
 QQ0473
 QQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0473.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0473
 QQ0473_MARKER: 87 = DOME
 QQ0473
 QQ0473  HISTORY     - Date     Condition        Report By
 QQ0473  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0473  HISTORY     - 19830602 GOOD             NGS
 QQ0473
 QQ0473                          STATION DESCRIPTION
 QQ0473
 QQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0473'THE STATION IS LOCATED IN THE CENTER OF TOWN OF BRITTON.  IT IS
 QQ0473'A LARGE BUILDING, ABOUT 125 FEET IN HEIGHT WITH A ROUND DOME ON THE
 QQ0473'CENTER OF THE ROOF.
 QQ0473'
 QQ0473'THE POINT INTERSECTED WAS THE HEAD OF A SMALL STATUE ON THE
 QQ0473'TOP-CENTER OF THE DOME.
 QQ0473
 QQ0473                          STATION RECOVERY (1983)
 QQ0473
 QQ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0473'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1952
 QQ0473'DESCRIPTIVE TEXT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0455 ***********************************************************************
 QQ0455  DESIGNATION -  BRITTON TANK
 QQ0455  PID         -  QQ0455
 QQ0455  STATE/COUNTY-  SD/MARSHALL
 QQ0455  COUNTRY     -  US
 QQ0455  USGS QUAD   -  BRITTON EAST (2017)
 QQ0455
 QQ0455                         *CURRENT SURVEY CONTROL
 QQ0455  ______________________________________________________________________
 QQ0455* NAD 83(1996) POSITION- 45 47 31.50542(N) 097 44 52.86825(W)   ADJUSTED
 QQ0455  ______________________________________________________________________
 QQ0455  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 QQ0455  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 QQ0455  HORZ ORDER      -  THIRD
 QQ0455
 QQ0455.The horizontal coordinates were established by classical geodetic methods
 QQ0455.and adjusted by the National Geodetic Survey in January 1998.
 QQ0455
 QQ0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0455.GEOID18 height accuracy estimate available here.
 QQ0455
 QQ0455.Click photographs - Photos may exist for this station.
 QQ0455
 QQ0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0455
 QQ0455. The following values were computed from the NAD 83(1996) position.
 QQ0455
 QQ0455;                    North         East     Units Scale Factor Converg.
 QQ0455;SPC SD N     -   220,106.789   775,079.532   MT  1.00002281   +1 35 37.7
 QQ0455;SPC SD N     -   722,133.69  2,542,906.76   sFT  1.00002281   +1 35 37.7
 QQ0455;UTM  14      - 5,071,709.238   597,306.051   MT  0.99971640   +0 53 51.0
 QQ0455
 QQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9730671709(NAD 83)
 QQ0455
 QQ0455                          SUPERSEDED SURVEY CONTROL
 QQ0455
 QQ0455  NAD 83(1986)-  45 47 31.50109(N)    097 44 52.86607(W) AD(       ) 3
 QQ0455  NAD 27      -  45 47 31.68290(N)    097 44 51.49117(W) AD(       ) 3
 QQ0455
 QQ0455.Superseded values are not recommended for survey control.
 QQ0455
 QQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0455.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0455
 QQ0455_MARKER: 53 = ELEVATED TANK
 QQ0455
 QQ0455  HISTORY     - Date     Condition        Report By
 QQ0455  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0455  HISTORY     - 1952     GOOD             CGS
 QQ0455
 QQ0455                          STATION DESCRIPTION
 QQ0455
 QQ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0455'THIS STATION WAS DESCRIBED IN 1934, HOWEVER SINCE THE ORIGINAL
 QQ0455'DESCRIPTION IS NOT AVAILABLE A NEW DESCRIPTION FOLLOWS.
 QQ0455'
 QQ0455'THE STATION IS IN THE EAST EDGE OF TOWN OF BRITTON.  THE TANK IS
 QQ0455'SUPPORTED BY FOUR STRUCTURAL STEEL LEGS AND IS ABOUT 125 FEET
 QQ0455'HIGH.  THE TOP OF THE TANK IS PAINTED ALUMINUM AND THE REST IS
 QQ0455'PAINTED BLACK.
 QQ0455'
 QQ0455'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0751 ***********************************************************************
 QQ0751  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0751  PACS        -  This is a Primary Airport Control Station.
 QQ0751  DESIGNATION -  BRITTPORT
 QQ0751  PID         -  QQ0751
 QQ0751  STATE/COUNTY-  SD/MARSHALL
 QQ0751  COUNTRY     -  US
 QQ0751  USGS QUAD   -  BRITTON EAST (2017)
 QQ0751
 QQ0751                         *CURRENT SURVEY CONTROL
 QQ0751  ______________________________________________________________________
 QQ0751* NAD 83(2011) POSITION- 45 49 00.59707(N) 097 44 45.97113(W)   ADJUSTED
 QQ0751* NAD 83(2011) ELLIP HT-   375.028 (meters)        (06/27/12)   ADJUSTED
 QQ0751* NAD 83(2011) EPOCH   -  2010.00
 QQ0751* NAVD 88 ORTHO HEIGHT -   400.33  (meters)     1313.4   (feet) GPS OBS
 QQ0751  ______________________________________________________________________
 QQ0751  NAVD 88 orthometric height was determined with geoid model    GEOID96
 QQ0751  GEOID HEIGHT    -        -25.221 (meters)                     GEOID96
 QQ0751  GEOID HEIGHT    -        -25.397 (meters)                     GEOID18
 QQ0751  NAD 83(2011) X  -   -600,218.571 (meters)                     COMP
 QQ0751  NAD 83(2011) Y  - -4,412,568.689 (meters)                     COMP
 QQ0751  NAD 83(2011) Z  -  4,551,350.559 (meters)                     COMP
 QQ0751  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 QQ0751
 QQ0751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0751  Standards:
 QQ0751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0751  -------------------------------------------------------------------
 QQ0751  NETWORK    0.40   1.16           0.19   0.12   0.59     -0.03639478
 QQ0751  -------------------------------------------------------------------
 QQ0751  Click here for local accuracies and other accuracy information.
 QQ0751
 QQ0751.This mark is at Britton Airport (BTN)
 QQ0751
 QQ0751.The horizontal coordinates were established by GPS observations
 QQ0751.and adjusted by the National Geodetic Survey in June 2012.
 QQ0751
 QQ0751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0751.been affixed to the stable North American tectonic plate. See 
 QQ0751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0751
 QQ0751.The horizontal coordinates are valid at the epoch date displayed above
 QQ0751.which is a decimal equivalence of Year/Month/Day.
 QQ0751
 QQ0751.The orthometric height was determined by GPS observations and a
 QQ0751.high-resolution geoid model.
 QQ0751
 QQ0751.GPS derived orthometric heights for airport stations designated as
 QQ0751.PACS or SACS are published to 2 decimal places.  This maintains
 QQ0751.centimeter relative accuracy between the PACS and SACS.  It does
 QQ0751.not indicate centimeter accuracy relative to other marks which are
 QQ0751.part of the published vertical control network.
 QQ0751
 QQ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0751.GEOID18 height accuracy estimate available here.
 QQ0751
 QQ0751.Click photographs - Photos may exist for this station.
 QQ0751
 QQ0751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0751
 QQ0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0751
 QQ0751.The ellipsoidal height was determined by GPS observations
 QQ0751.and is referenced to NAD 83.
 QQ0751
 QQ0751. The following values were computed from the NAD 83(2011) position.
 QQ0751
 QQ0751;                    North         East     Units Scale Factor Converg.
 QQ0751;SPC SD N     -   222,860.582   775,151.869   MT  1.00002851   +1 35 42.6
 QQ0751;SPC SD N     -   731,168.43  2,543,144.09   sFT  1.00002851   +1 35 42.6
 QQ0751;SPC SD S     -   390,234.311   801,173.859   MT  1.00065012   +1 47 05.3
 QQ0751;SPC SD S     - 1,280,293.74  2,628,517.90   sFT  1.00065012   +1 47 05.3
 QQ0751;UTM  14      - 5,074,461.098   597,411.807   MT  0.99971666   +0 53 57.3
 QQ0751
 QQ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0751!SPC SD N     -   0.99994121  x   1.00002851  =   0.99996972
 QQ0751!SPC SD S     -   0.99994121  x   1.00065012  =   1.00059129
 QQ0751!UTM  14      -   0.99994121  x   0.99971666  =   0.99965789
 QQ0751
 QQ0751:                Primary Azimuth Mark                     Grid Az
 QQ0751:SPC SD N     -  BRITTPORT AZ MK                          132 59 19.7
 QQ0751:SPC SD S     -  BRITTPORT AZ MK                          132 47 57.0
 QQ0751:UTM  14      -  BRITTPORT AZ MK                          133 41 05.0
 QQ0751
 QQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9741174461(NAD 83)
 QQ0751
 QQ0751|---------------------------------------------------------------------|
 QQ0751| PID    Reference Object                     Distance      Geod. Az  |
 QQ0751|                                                           dddmmss.s |
 QQ0751| QQ0752 BRITTPORT AZ MK                     APPROX. 0.7 KM 1343502.3 |
 QQ0751|---------------------------------------------------------------------|
 QQ0751
 QQ0751                          SUPERSEDED SURVEY CONTROL
 QQ0751
 QQ0751  NAD 83(2007)-  45 49 00.59704(N)    097 44 45.97197(W) AD(2002.00) 0
 QQ0751  ELLIP H (02/10/07)  375.056  (m)                       GP(2002.00)    
 QQ0751  ELLIP H (06/23/03)  375.064  (m)                       GP(       ) 3 1
 QQ0751  NAD 83(1996)-  45 49 00.59629(N)    097 44 45.97145(W) AD(       ) B
 QQ0751  ELLIP H (04/18/97)  375.083  (m)                       GP(       ) 4 1
 QQ0751  NAD 83(1986)-  45 49 00.58841(N)    097 44 45.97072(W) AD(       ) 1
 QQ0751  NGVD 29 (02/12/91)  400.13   (m)  UNKNOWN  model used  GPS OBS        
 QQ0751
 QQ0751.Superseded values are not recommended for survey control.
 QQ0751
 QQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0751.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0751
 QQ0751_MARKER: I = METAL ROD
 QQ0751_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QQ0751_STAMPING: BRITTPORT 1989
 QQ0751_MARK LOGO: NGS
 QQ0751_PROJECTION: FLUSH
 QQ0751_MAGNETIC: I = MARKER IS A STEEL ROD
 QQ0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0751+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 QQ0751_ROD/PIPE-DEPTH: 9.99 meters
 QQ0751_SLEEVE-DEPTH  : 1.00 meters
 QQ0751
 QQ0751  HISTORY     - Date     Condition        Report By
 QQ0751  HISTORY     - 1989     MONUMENTED       NGS
 QQ0751  HISTORY     - 19910730 GOOD             NGS
 QQ0751  HISTORY     - 19911005 GOOD             NGS
 QQ0751  HISTORY     - 19951017 SEE DESCRIPTION  NGS
 QQ0751  HISTORY     - 20020530 SEE DESCRIPTION  SDDT
 QQ0751
 QQ0751                          STATION DESCRIPTION
 QQ0751
 QQ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QQ0751'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTH-NORTHEAST OF
 QQ0751'BRITTON AND ABOUT 0.32 KM (0.20 MI) NORTHEAST OF A HORTON INDUSTRIES
 QQ0751'PLANT AT THE BRITTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BRITTON,
 QQ0751'P.O. BOX 91, BRITTON SD.  57434.  THE AIRPORT MANAGER IS TERRY HAVEN,
 QQ0751'TELEPHONE 605-448-2264, 448-2865.
 QQ0751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 27
 QQ0751'SOUTH AND MAIN STREET IN BRITTON, GO NORTH ALONG MAIN STREET FOR 2.5
 QQ0751'KM (1.55 MI) TO A PAVED ROAD RIGHT, THE AIRPORT ACCESS ROAD AND THE
 QQ0751'SITE OF HORTON INDUSTRIES.  TURN RIGHT AND GO EAST THEN NORTHEAST
 QQ0751'ALONG THE PAVED ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT OFFICE.
 QQ0751'CONTINUE NORTHEAST CROSSING AN APRON TO A CONNECTOR AND THE STATION ON
 QQ0751'THE LEFT.
 QQ0751'THE STATION MARK IS SET 30.1 M (98.8 FT) SOUTH-SOUTHWEST OF THE RUNWAY
 QQ0751'CENTERLINE, 19.35 M (63.5 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF
 QQ0751'THE APRON AND 19.35 M (63.5 FT) WEST-SOUTHWEST OF A RUNWAY-CONNECTOR
 QQ0751'LIGHT.
 QQ0751'DESCRIBED R.D.BALL.
 QQ0751'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QQ0751
 QQ0751                          STATION RECOVERY (1991)
 QQ0751
 QQ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QQ0751'THE 1989 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES. 19.8 M
 QQ0751'(65.0 FT) NORTHWEST FROM THE CENTER OF THE TAXIWAY.
 QQ0751
 QQ0751                          STATION RECOVERY (1991)
 QQ0751
 QQ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QQ0751'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) NORTH-NORTHEAST OF
 QQ0751'BRITTON AND ABOUT 0.32 KM (0.20 MI) NORTHEAST OF HORTON INDUSTRIES
 QQ0751'PLANT.  OWNERSHIP--CITY OF BRITTON, P.O. BOX 91, BRITTON, SD 57434.
 QQ0751'AIRPORT MANGER IS TERRY HAVEN, PHONE 605-448-2264 OR 448-2865.
 QQ0751'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10 (VANDER HORCK
 QQ0751'STREET) AND MAIN STREET IN THE CENTER OF BRITTON, GO NORTH ON MAIN
 QQ0751'STREET FOR 2.5 KM (1.6 MI) TO A PAVED ROAD ON THE RIGHT (AIRPORT
 QQ0751'ACCESS ROAD AND SITE OF HORTON INDUSTRIES).  TURN RIGHT, EAST AND
 QQ0751'NORTHEAST, ON THE PAVED ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT
 QQ0751'OFFICE.  CONTINUE EAST-NORTHEAST ON THE PAVED APPRON TO THE JUNCTION
 QQ0751'OF THE TAXIWAY AND RUNWAY AND THE STATION ON THE LEFT.
 QQ0751'THE STATION IS LOCATED 19.8 M (65.0 FT) NORTHWEST FROM THE CENTER OF
 QQ0751'THE TAXIWAY.
 QQ0751
 QQ0751                          STATION RECOVERY (1995)
 QQ0751
 QQ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 QQ0751'THE STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTH OF BRITTON, AT THE
 QQ0751'BRITTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BRITTON, PO BOX 91,
 QQ0751'BRITTON SD 57434.  AIRPORT MANAGER IS TERRY HAVEN, PHONE (605)
 QQ0751'448-2264 OR 448-2865.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 QQ0751'HIGHWAY 10 AND MAIN STREET IN BRITTON, GO NORTH ON MAIN STREET FOR 1.6
 QQ0751'MI (2.6 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST, THEN
 QQ0751'NORTHEAST ON THE PAVED ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE,
 QQ0751'CONTINUE AHEAD AND GO NORTHEAST ON THE APRON, THEN THE CONNECTOR
 QQ0751'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AND THE STATION ON THE
 QQ0751'LEFT.  THE STATION IS LOCATED 99.6 FT (30.4 M) NORTHEAST OF THE NORTH
 QQ0751'CORNER OF A FOUNDATION FOR A RUNWAY IDENTIFIER SIGN, 98.5 FT (30.0 M)
 QQ0751'SOUTHWEST OF THE RUNWAY CENTER, 67.0 FT (20.4 M) NORTHWEST OF THE
 QQ0751'TAXIWAY CENTER, 42.0 FT (12.8 M) SOUTHWEST OF THE MOST SOUTHWESTERLY
 QQ0751'PAIR OF TAXIWAY LIGHTS, 38.8 FT (11.8 M) NORTHWEST OF THE CENTER OF A
 QQ0751'MANHOLE COVER, AND 1.1 FT (0.3 M) SOUTHEAST OF A WITNESS POST.  THIS
 QQ0751'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 QQ0751'CONTROL STATION.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QQ0751'LOGO CAP.
 QQ0751
 QQ0751                          STATION RECOVERY (2002)
 QQ0751
 QQ0751'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 QQ0751'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0752 ***********************************************************************
 QQ0752  SACS        -  This is a Secondary Airport Control Station.
 QQ0752  DESIGNATION -  BRITTPORT AZ MK
 QQ0752  PID         -  QQ0752
 QQ0752  STATE/COUNTY-  SD/MARSHALL
 QQ0752  COUNTRY     -  US
 QQ0752  USGS QUAD   -  BRITTON EAST (2017)
 QQ0752
 QQ0752                         *CURRENT SURVEY CONTROL
 QQ0752  ______________________________________________________________________
 QQ0752* NAD 83(1996) POSITION- 45 48 44.09953(N) 097 44 22.03678(W)   ADJUSTED
 QQ0752* NAD 83(1996) ELLIP HT-   373.473 (meters)        (01/23/98)   ADJUSTED
 QQ0752* NAVD 88 ORTHO HEIGHT -   398.8   (meters)     1308.    (feet) VERTCON3
 QQ0752  ______________________________________________________________________
 QQ0752  GEOID HEIGHT    -        -25.389 (meters)                     GEOID18
 QQ0752  NAD 83(1996) X  -   -599,755.590 (meters)                     COMP
 QQ0752  NAD 83(1996) Y  - -4,412,999.176 (meters)                     COMP
 QQ0752  NAD 83(1996) Z  -  4,550,994.414 (meters)                     COMP
 QQ0752  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 QQ0752  HORZ ORDER      -  THIRD
 QQ0752  ELLP ORDER      -  FOURTH    CLASS I
 QQ0752
 QQ0752.This mark is at Britton Airport (BTN)
 QQ0752
 QQ0752.The horizontal coordinates were established by GPS observations
 QQ0752.and adjusted by the National Geodetic Survey in January 1998.
 QQ0752
 QQ0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0752
 QQ0752.GPS derived orthometric heights for airport stations designated as
 QQ0752.PACS or SACS are published to 2 decimal places.  This maintains
 QQ0752.centimeter relative accuracy between the PACS and SACS.  It does
 QQ0752.not indicate centimeter accuracy relative to other marks which are
 QQ0752.part of the published vertical control network.
 QQ0752
 QQ0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0752.GEOID18 height accuracy estimate available here.
 QQ0752
 QQ0752.Click photographs - Photos may exist for this station.
 QQ0752
 QQ0752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0752
 QQ0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0752
 QQ0752.The ellipsoidal height was determined by GPS observations
 QQ0752.and is referenced to NAD 83.
 QQ0752
 QQ0752. The following values were computed from the NAD 83(1996) position.
 QQ0752
 QQ0752;                    North         East     Units Scale Factor Converg.
 QQ0752;SPC SD N     -   222,365.820   775,682.610   MT  1.00002744   +1 35 59.5
 QQ0752;SPC SD N     -   729,545.19  2,544,885.36   sFT  1.00002744   +1 35 59.5
 QQ0752;UTM  14      - 5,073,960.082   597,936.336   MT  0.99971792   +0 54 14.2
 QQ0752
 QQ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0752!SPC SD N     -   0.99994145  x   1.00002744  =   0.99996889
 QQ0752!UTM  14      -   0.99994145  x   0.99971792  =   0.99965939
 QQ0752
 QQ0752:                Primary Azimuth Mark                     Grid Az
 QQ0752:SPC SD N     -  BRITTPORT                                312 59 20.0
 QQ0752:UTM  14      -  BRITTPORT                                313 41 05.3
 QQ0752
 QQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9793673960(NAD 83)
 QQ0752
 QQ0752|---------------------------------------------------------------------|
 QQ0752| PID    Reference Object                     Distance      Geod. Az  |
 QQ0752|                                                           dddmmss.s |
 QQ0752| QQ0751 BRITTPORT                           APPROX. 0.7 KM 3143519.5 |
 QQ0752|---------------------------------------------------------------------|
 QQ0752
 QQ0752                          SUPERSEDED SURVEY CONTROL
 QQ0752
 QQ0752  NAD 83(1986)-  45 48 44.09165(N)    097 44 22.03604(W) AD(       ) 3
 QQ0752  NGVD 29 (02/12/91)  398.52   (m)  UNKNOWN  model used  GPS OBS        
 QQ0752
 QQ0752.Superseded values are not recommended for survey control.
 QQ0752
 QQ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0752.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0752
 QQ0752_MARKER: I = METAL ROD
 QQ0752_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QQ0752_STAMPING: BRITTPORT AZ MK 1989
 QQ0752_MARK LOGO: NGS
 QQ0752_PROJECTION: FLUSH
 QQ0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0752+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1995
 QQ0752_ROD/PIPE-DEPTH: 14.4 meters
 QQ0752_SLEEVE-DEPTH  : 0.95 meters
 QQ0752
 QQ0752  HISTORY     - Date     Condition        Report By
 QQ0752  HISTORY     - 1989     MONUMENTED       NGS
 QQ0752  HISTORY     - 19951017 GOOD             NGS
 QQ0752
 QQ0752                          STATION DESCRIPTION
 QQ0752
 QQ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QQ0752'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTH-NORTHEAST OF
 QQ0752'BRITTON AND ABOUT 0.32 KM (0.20 MI) NORTHEAST OF A HORTON INDUSTRIES
 QQ0752'PLANT AT THE BRITTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BRITTON,
 QQ0752'P.O. BOX 91, BRITTON SD.  57434.  THE AIRPORT MANAGER IS TERRY HAVEN,
 QQ0752'TELEPHONE 605-448-2264, 448-2865.
 QQ0752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 27
 QQ0752'SOUTH AND MAIN STREET IN BRITTON, GO NORTH ALONG MAIN STREET FOR 2.5
 QQ0752'KM (1.55 MI) TO A PAVED ROAD RIGHT, THE AIRPORT ACCESS ROAD AND THE
 QQ0752'SITE OF HORTON INDUSTRIES.  TURN RIGHT AND GO EAST THEN NORTHEAST
 QQ0752'ALONG THE PAVED ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT OFFICE.
 QQ0752'CONTINUE NORTHEAST CROSSING AN APRON TO THE JUNCTION OF THE RUNWAY.
 QQ0752'TURN RIGHT AND GO SOUTHERLY ALONG THE RUNWAY TO A RELOCATED THESHOLD
 QQ0752'BAR AND THE STATION ON THE RIGHT.
 QQ0752'THE STATION MARK IS SET 26.3 M (86.3 FT) SOUTH-SOUTHWEST OF THE RUNWAY
 QQ0752'CENTERLINE, 7.7 M (25.3 FT) SOUTH-SOUTHWEST OF THE OUTBOARD 1 OF 3
 QQ0752'RUNWAY END LIGHTS.
 QQ0752'DESCRIBED R.D.BALL.
 QQ0752'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QQ0752
 QQ0752                          STATION RECOVERY (1995)
 QQ0752
 QQ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 QQ0752'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF
 QQ0752'KIDDER, 1.7 MI (2.7 KM) NORTH OF BRITTON AND AT THE BRITTON MUNICIPAL
 QQ0752'AIRPORT.  OWNERSHIP--CITY OF BRITTON, PO BOX 91, BRITTON SD 57434.
 QQ0752'AIRPORT MANAGER IS TERRY HAVEN, PHONE 605-448-2264 OR 448-2865.  TO
 QQ0752'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 AND MAIN
 QQ0752'STREET IN BRITTON, GO NORTH ON MAIN STREET FOR 1.6 MI (2.6 KM) TO A
 QQ0752'PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST THEN NORTHEAST ON THE PAVED
 QQ0752'ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE.  CONTINUE AHEAD AND GO
 QQ0752'NORTHEAST ON THE APRON, THEN THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08
 QQ0752'KM) TO THE RUNWAY.  TURN RIGHT AND GO SOUTHEAST ON THE RUNWAY FOR 0.45
 QQ0752'MI (0.72 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 161.1 FT
 QQ0752'(49.1 M) SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 86.0 FT (26.2 M) SOUTHWEST
 QQ0752'OF THE RUNWAY CENTER, 52.8 FT (16.1 M) WEST OF A RUNWAY LIGHT, 1.0 FT
 QQ0752'(0.3 M) NORTHWEST OF A WITNESS POST AND 0.8 FT (24.4 CM) SOUTHEAST OF
 QQ0752'A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0882 ***********************************************************************
 PR0882  DESIGNATION -  BROCK
 PR0882  PID         -  PR0882
 PR0882  STATE/COUNTY-  SD/KINGSBURY
 PR0882  COUNTRY     -  US
 PR0882  USGS QUAD   -  MADISON NW (2017)
 PR0882
 PR0882                         *CURRENT SURVEY CONTROL
 PR0882  ______________________________________________________________________
 PR0882* NAD 83(1996) POSITION- 44 13 27.62399(N) 097 11 55.13616(W)   ADJUSTED
 PR0882* NAVD 88 ORTHO HEIGHT -   547.3   (meters)     1796.    (feet) VERTCON3
 PR0882  ______________________________________________________________________
 PR0882  GEOID HEIGHT    -        -25.430 (meters)                     GEOID18
 PR0882  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 PR0882  HORZ ORDER      -  FIRST
 PR0882
 PR0882.The horizontal coordinates were established by classical geodetic methods
 PR0882.and adjusted by the National Geodetic Survey in January 1998.
 PR0882
 PR0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0882
 PR0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0882.GEOID18 height accuracy estimate available here.
 PR0882
 PR0882.Click photographs - Photos may exist for this station.
 PR0882
 PR0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0882
 PR0882. The following values were computed from the NAD 83(1996) position.
 PR0882
 PR0882;                    North         East     Units Scale Factor Converg.
 PR0882;SPC SD N     -    47,322.671   823,802.181   MT  1.00004239   +1 58 57.4
 PR0882;SPC SD N     -   155,257.80  2,702,757.66   sFT  1.00004239   +1 58 57.4
 PR0882;SPC SD S     -   214,806.886   850,403.034   MT  0.99996279   +2 09 44.9
 PR0882;SPC SD S     -   704,745.59  2,790,030.62   sFT  0.99996279   +2 09 44.9
 PR0882;UTM  14      - 4,898,368.022   643,877.108   MT  0.99985459   +1 15 23.8
 PR0882
 PR0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0882!SPC SD N     -   0.99991818  x   1.00004239  =   0.99996056
 PR0882!SPC SD S     -   0.99991818  x   0.99996279  =   0.99988097
 PR0882!UTM  14      -   0.99991818  x   0.99985459  =   0.99977278
 PR0882
 PR0882:                Primary Azimuth Mark                     Grid Az
 PR0882:SPC SD N     -  BROCK AZ MK                              113 54 18.2
 PR0882:SPC SD S     -  BROCK AZ MK                              113 43 30.7
 PR0882:UTM  14      -  BROCK AZ MK                              114 37 51.8
 PR0882
 PR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4387798368(NAD 83)
 PR0882
 PR0882|---------------------------------------------------------------------|
 PR0882| PID    Reference Object                     Distance      Geod. Az  |
 PR0882|                                                           dddmmss.s |
 PR0882| CO5259 BROCK RM 3                           37.393 METERS 04547     |
 PR0882| CO5257 BROCK AZ MK                                        1155315.6 |
 PR0882| CO5260 BROCK RM 4                           36.210 METERS 15317     |
 PR0882| PR0878 RAMONA ELEVATOR                     APPROX.11.9 KM 1854705.1 |
 PR0882| PR0877 RAMONA LOW DOME                     APPROX.11.9 KM 1872506.2 |
 PR0882| PR0879 RAMONA ST WILLIAMS CATH CHURCH      APPROX.11.9 KM 1874045.2 |
 PR0882| PR0889 GERMAN LUTH CH OCTAGONAL TOP        APPROX.16.4 KM 2090406.0 |
 PR0882| PR0887 CHURCH HIGH SPIRE SE OF HANSEN      APPROX.13.8 KM 2693936.3 |
 PR0882| PR0883 OLDHAM HIGH SPIRE SQUARE BASE       APPROX. 8.9 KM 2713205.4 |
 PR0882| PR0884 OLDHAM SCHOOLHOUSE GOLDEN DOME      APPROX. 8.9 KM 2715411.0 |
 PR0882| PR0885 OLDHAM SMALL SHARP SPIRE            APPROX. 9.0 KM 2730118.5 |
 PR0882| CO5258 BROCK RM                                           28853     |
 PR0882| PR0899 DANISH LUTHERAN CHURCH SPIRE        APPROX.32.8 KM 3315950.6 |
 PR0882| PR0894 LARGE CH SPIRE 15 MI BROCK          APPROX.25.6 KM 3393735.8 |
 PR0882| PR0868 ROUND CHURCH SPIRE                  APPROX.10.8 KM 3470440.3 |
 PR0882|---------------------------------------------------------------------|
 PR0882
 PR0882                          SUPERSEDED SURVEY CONTROL
 PR0882
 PR0882  NAD 83(1986)-  44 13 27.62335(N)    097 11 55.10921(W) AD(       ) 1
 PR0882  NAD 27      -  44 13 27.72443(N)    097 11 53.87006(W) AD(       ) 1
 PR0882  USSD        -  44 13 27.89800(N)    097 11 54.30100(W) AD(       ) 3
 PR0882  NGVD 29 (07/19/86)  547.0    (m)         1795.     (f) VERT ANG       
 PR0882
 PR0882.Superseded values are not recommended for survey control.
 PR0882
 PR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0882.See file dsdata.pdf to determine how the superseded data were derived.
 PR0882
 PR0882_MARKER: N = NAIL
 PR0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0882_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0882
 PR0882  HISTORY     - Date     Condition        Report By
 PR0882  HISTORY     - 1903     MONUMENTED       CGS
 PR0882  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0882  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PR0882
 PR0882                          STATION DESCRIPTION
 PR0882
 PR0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0882'SITUATED IN THE NORTHWEST CORNER OF THE NE. 1/4 SEC. 28,
 PR0882'T. 109 N., R. 53 W., IN AN OPEN FIELD BELONGING TO C.L. BROCK.
 PR0882'IT IS 5-1/2 MILES EAST OF OLDHAM, AND IS 75 METERS SOUTH
 PR0882'OF THE ROAD.  THE STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK.
 PR0882'THE REFERENCE MARK IS IN THE NORTHWEST CORNER OF
 PR0882'THE SECTION, BEING 92.164 METERS FROM THE STATION
 PR0882'N 87 DEG 37 MIN E.  IT IS 2.77 METERS LOWER IN ELEVATION
 PR0882'THAN THE STATION.  THE NORTHEAST CORNER OF THIS SECTION
 PR0882'(28) IS CONNECTED WITH THE STATION.  THE FOLLOWING BEARINGS
 PR0882'AND DISTANCES ARE FROM TRIANGULATION STATION--A. LYGTOBOS
 PR0882'HOUSE, CHIMNEY, S 82 DEG 38 MIN W, ABOUT 900 METERS.  THOMAS
 PR0882'REEDS HOUSE, CHIMNEY, N 84 DEG 58 MIN E, ABOUT 1,000 METERS.  MR
 PR0882'CHENEYS RED BARN, NORTH END OF RIDGE, S 38 DEG 12 MIN E,
 PR0882'ABOUT 1400 METERS.
 PR0882
 PR0882                          STATION RECOVERY (1935)
 PR0882
 PR0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0882'THE STATION WAS RECOVERED MAY 17, 1935, AND FOUND IN GOOD
 PR0882'CONDITION.  THE SURFACE MARK IS A NAIL IN AN IRON PIPE FILLED
 PR0882'WITH AND SET IN CONCRETE, FLUSH WITH THE SURFACE OF THE GROUND.
 PR0882'IT IS NEAR THE NORTHWEST CORNER OF THE NORTHEAST QUARTER SEC.
 PR0882'28, T. 109 N., R. 53 W., ON LAND OWNED BY AXEL BJORKMAN
 PR0882'AND OCCUPIED BY ROY DIXON, IN AN OPEN PLOT OF GROUND EAST
 PR0882'OF THE DIXON FRONT YARD, 289 FEET EAST OF NORTH-AND-SOUTH
 PR0882'CENTER LINE OF SECTION, 132 FEET SOUTH OF CENTER LINE OF
 PR0882'SECTION-LINE ROAD, 99 FEET SOUTH OF SOUTH RIGHT-OF-WAY LINE,
 PR0882'75 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DIXON HOUSE
 PR0882'(MAIN PART), AND 39 FEET EAST OF A HEDGE.
 PR0882'
 PR0882'THE REFERENCE MARK IS A NAIL IN AN IRON PIPE FILLED WITH
 PR0882'AND SET IN CONCRETE, 1 INCH BELOW THE SURFACE OF GROUND, IN
 PR0882'THE FENCE CORNER AT THE NORTHWEST CORNER OF THE NORTHEAST
 PR0882'QUARTER OF THE SECTION AND THE NORTHWEST CORNER OF A GROVE,
 PR0882'38 FEET SOUTH OF THE CENTER LINE OF THE SECTION-LINE ROAD,
 PR0882'4.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 1 FOOT
 PR0882'EAST OF NORTH-AND-SOUTH QUARTER-SECTION-LINE FENCE.
 PR0882'
 PR0882'AZIMUTH MARKS--A. LYGTEBOS HOUSE, CHIMNEY, AND CHESTER CHENEYS
 PR0882'BARN, AT THE NORTH END OF THE RIDGE ARE UNCHANGED SINCE
 PR0882'1903.  THOMAS REEDS HOUSE, CHIMNEY - IS IN THE SAME LOCATION
 PR0882'BUT HAS PROBABLY BEEN REBUILT, WHILE SEC. 28, T. 109 N.,
 PR0882'R. 53 W., SEC. 28, NORTHEAST CORNER, IS BURIED UNDER A GRADED
 PR0882'AND GRAVELED ROAD.
 PR0882
 PR0882                          STATION RECOVERY (1949)
 PR0882
 PR0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0882'STATION MARK WAS RECOVERED AS DESCRIBED AND WAS IN GOOD
 PR0882'CONDITION.  THE REFERENCE MARK AS DESCRIBED IN 1903, HAS
 PR0882'BEEN DESTROYED BY ROAD CONSTRUCTION.  AN AZIMUTH MARK AND
 PR0882'TWO REFERENCE MARKS WERE ESTABLISHED BY THIS PARTY AS DESCRIBED
 PR0882'IN THE FOLLOWING COMPLETE NEW DESCRIPTION.
 PR0882'
 PR0882'STATION IS LOCATED ABOUT 5 MILES EAST OF OLDHAM, 15-1/2
 PR0882'MILES NORTH-NORTHWEST OF MADISON, ON FARM PROPERTY OWNED
 PR0882'AND OCCUPIED BY MR. AXEL BJORKMAN.  IT IS 74.8 FEET EAST-NORTHEAST
 PR0882'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 PR0882'FARMHOUSE, ABOUT 27 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY
 PR0882'AND 36 FEET NORTH-NORTHWEST OF THE NEAREST POWER-LINE POLE.
 PR0882'THE STATION IS MARKED BY A ROUND CONCRETE POST, ABOUT 14
 PR0882'INCHES IN DIAMETER, SET FLUSH WITH THE GROUND WITH AN IRON
 PR0882'PIPE FILLED WITH CONCRETE WHOSE CENTER IS MARKED BY A NAIL
 PR0882'WITH A CROSS IN THE TOP WHICH IS THE CENTER.  IN THE
 PR0882'CONCRETE IS INSCRIBED, USC AND GS 1903.
 PR0882'
 PR0882'REFERENCE MARK NO. 4 IS A STANDARD MARK AS DESCRIBED BY NOTE
 PR0882'11A AND PROJECTS ABOUT 3 INCHES.  IT IS LOCATED 118.80 FEET -36.210
 PR0882'METERS SOUTHEAST OF THE STATION, AND 6 INCHES EAST OF THE
 PR0882'NORTHEAST CORNER OF A CONCRETE-BLOCK FARM BUILDING.  THE
 PR0882'DISC IS STAMPED, BROCK NO 4 1949.
 PR0882'
 PR0882'REFERENCE MARK NO. 3 IS A STANDARD MARK AS DESCRIBED BY
 PR0882'NOTE 11A AND PROJECTS ABOUT 6 INCHES.  IT IS LOCATED 122.68
 PR0882'FEET- 37.393 METERS NORTHEAST OF THE STATION, 45 FEET SOUTH
 PR0882'OF THE APPROXIMATE CENTERLINE OF THE ROAD, 56 FEET EAST
 PR0882'OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AND 2 FEET
 PR0882'SOUTH OF A POWERLINE POLE.  THE DISC IS STAMPED, BROCK NO
 PR0882'3 1949.
 PR0882'
 PR0882'AZIMUTH MARK IS ABOUT 0.45 MILE SOUTHEAST OF THE STATION,
 PR0882'ON THE RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD, 34 FEET
 PR0882'WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 6 INCHES
 PR0882'EAST OF THE FENCE LINE.  THE MARK IS A STANDARD MARK AS
 PR0882'DESCRIBED BY NOTE 11A THAT PROJECTS ABOUT 6 INCHES.  THE
 PR0882'DISC IS STAMPED, BROCK 1949.
 PR0882'
 PR0882'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81
 PR0882'AND STATE HIGHWAY 34, AT THE WEST EDGE OF MADISON, BY GOING
 PR0882'NORTH ON U.S. HIGHWAY 81 FOR 15 MILES TO A CROSSROADS AND
 PR0882'GAS STATION ON THE LEFT.  TURN LEFT OR WEST ON GRAVELED
 PR0882'AND GO FOR 3.4 MILES TO FARM BUILDINGS ON THE LEFT AND STATION
 PR0882'SITE AS DESCRIBED ABOVE.
 PR0882'
 PR0882'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 PR0882'ROAD FOR 0.4 MILE TO CROSSROADS, THENCE RIGHT OR SOUTH FOR
 PR0882'0.25 MILES TO MARK ON THE RIGHT.
 PR0882'
 PR0882'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1049 ***********************************************************************
 PT1049  DESIGNATION -  BROKEN
 PT1049  PID         -  PT1049
 PT1049  STATE/COUNTY-  SD/STANLEY
 PT1049  COUNTRY     -  US
 PT1049  USGS QUAD   -  OAHE SW (2017)
 PT1049
 PT1049                         *CURRENT SURVEY CONTROL
 PT1049  ______________________________________________________________________
 PT1049* NAD 83(1996) POSITION- 44 17 28.42503(N) 100 39 20.81940(W)   ADJUSTED
 PT1049* NAVD 88 ORTHO HEIGHT -   593.    (meters)     1946.    (feet) SCALED
 PT1049  ______________________________________________________________________
 PT1049  GEOID HEIGHT    -        -23.301 (meters)                     GEOID18
 PT1049  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 PT1049  HORZ ORDER      -  SECOND
 PT1049
 PT1049.The horizontal coordinates were established by classical geodetic methods
 PT1049.and adjusted by the National Geodetic Survey in January 1998.
 PT1049
 PT1049.The orthometric height was scaled from a topographic map.
 PT1049
 PT1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1049.GEOID18 height accuracy estimate available here.
 PT1049
 PT1049.Click photographs - Photos may exist for this station.
 PT1049
 PT1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1049
 PT1049. The following values were computed from the NAD 83(1996) position.
 PT1049
 PT1049;                    North         East     Units Scale Factor Converg.
 PT1049;SPC SD S     -   217,563.216   574,265.053   MT  0.99997584   -0 13 20.8
 PT1049;SPC SD S     -   713,788.65  1,884,067.93   sFT  0.99997584   -0 13 20.8
 PT1049;UTM  14      - 4,905,552.949   367,899.639   MT  0.99981461   -1 09 23.1
 PT1049
 PT1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1049!SPC SD S     -   0.99991062  x   0.99997584  =   0.99988646
 PT1049!UTM  14      -   0.99991062  x   0.99981461  =   0.99972524
 PT1049
 PT1049:                Primary Azimuth Mark                     Grid Az
 PT1049:SPC SD S     -  BROKEN AZ MK                             124 53 25.5
 PT1049:UTM  14      -  BROKEN AZ MK                             125 49 27.8
 PT1049
 PT1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6789905552(NAD 83)
 PT1049
 PT1049|---------------------------------------------------------------------|
 PT1049| PID    Reference Object                     Distance      Geod. Az  |
 PT1049|                                                           dddmmss.s |
 PT1049| CO5262 BROKEN RM 1                          13.542 METERS 08321     |
 PT1049| CO5261 BROKEN AZ MK                                       1244004.7 |
 PT1049| CO5263 BROKEN RM 2                          12.332 METERS 27711     |
 PT1049|---------------------------------------------------------------------|
 PT1049
 PT1049                          SUPERSEDED SURVEY CONTROL
 PT1049
 PT1049  NAD 83(1986)-  44 17 28.42040(N)    100 39 20.82233(W) AD(       ) 2
 PT1049  NAD 27      -  44 17 28.48700(N)    100 39 19.32400(W) AD(       ) 2
 PT1049
 PT1049.Superseded values are not recommended for survey control.
 PT1049
 PT1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1049.See file dsdata.pdf to determine how the superseded data were derived.
 PT1049
 PT1049_MARKER: DS = TRIANGULATION STATION DISK
 PT1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1049_STAMPING: BROKEN 1952
 PT1049_MARK LOGO: CGS
 PT1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1049+STABILITY: SURFACE MOTION
 PT1049
 PT1049  HISTORY     - Date     Condition        Report By
 PT1049  HISTORY     - 1952     MONUMENTED       CGS
 PT1049
 PT1049                          STATION DESCRIPTION
 PT1049
 PT1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1049'THE STATION IS IN SECTION 20, T 4 N, R 29 E, ABOUT 15 MILES
 PT1049'WEST AND 3-1/4 MILES SOUTH OF FORT PIERRE, 3-3/4 MILES NORTH
 PT1049'OF WENDTE, 7 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 PT1049'POST, 5 FEET SOUTH OF A WIRE FENCE AND ON A RIDGE BETWEEN
 PT1049'LANCE AND BROKEN NECK CREEKS.
 PT1049'
 PT1049'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE,
 PT1049'GO SOUTH ON U.S. HIGHWAY 83 FOR 1.4 MILES TO A SIDE ROAD ON
 PT1049'THE RIGHT, TURN RIGHT (WESTERLY) AND FOLLOW THE MAIN GRAVELED
 PT1049'ROAD FOR 9.25 MILES TO THE TETON RAILROAD SIDING AND A CATTLE
 PT1049'PEN ON THE LEFT, CONTINUE WESTERLY ON THE BAD RIVER ROAD FOR
 PT1049'7.1 MILES TO A GATE ON THE RIGHT, JUST WEST OF A FENCE CORNER,
 PT1049'TURN RIGHT (NORTH) THROUGH GATE AND CONTINUE ON A DIM TRACK
 PT1049'ROAD FOR 1.35 MILES TO THE TOP OF A RIDGE, CONTINUE ON
 PT1049'THE TRACK ROAD FOR 0.8 MILE TO TWO GATES, GO THROUGH THE WEST
 PT1049'ONE AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.25 MILE
 PT1049'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW,
 PT1049'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.25 MILE TO AN
 PT1049'EAST-WEST FENCE LINE, TURN LEFT (WEST) ON THE SOUTH SIDE
 PT1049'OF THE FENCE AND GO FOR 0.25 MILE TO THE TOP OF THE RIDGE
 PT1049'AND THE STATION AS DESCRIBED.
 PT1049'
 PT1049'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1049'BROKEN 1952.
 PT1049'
 PT1049'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE FENCE LINE.  THE
 PT1049'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BROKEN NO
 PT1049'1 1952.
 PT1049'
 PT1049'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE FENCE LINE.  THE
 PT1049'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BROKEN NO
 PT1049'2 1952.
 PT1049'
 PT1049'THE AZIMUTH MARK IS 43 FEET NORTHEAST OF THE CENTER OF THE
 PT1049'TRACK ROAD AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  THE
 PT1049'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BROKEN 1952.
 PT1049'
 PT1049'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0768 ***********************************************************************
 OQ0768  DESIGNATION -  BROOKFIELD
 OQ0768  PID         -  OQ0768
 OQ0768  STATE/COUNTY-  SD/MOODY
 OQ0768  COUNTRY     -  US
 OQ0768  USGS QUAD   -  TRENT (2017)
 OQ0768
 OQ0768                         *CURRENT SURVEY CONTROL
 OQ0768  ______________________________________________________________________
 OQ0768* NAD 83(1996) POSITION- 43 56 07.14029(N) 096 39 57.09998(W)   ADJUSTED
 OQ0768* NAVD 88 ORTHO HEIGHT -   479.    (meters)     1572.    (feet) SCALED
 OQ0768  ______________________________________________________________________
 OQ0768  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 OQ0768  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 OQ0768  HORZ ORDER      -  THIRD
 OQ0768
 OQ0768.The horizontal coordinates were established by classical geodetic methods
 OQ0768.and adjusted by the National Geodetic Survey in January 1998.
 OQ0768
 OQ0768.The orthometric height was scaled from a topographic map.
 OQ0768
 OQ0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0768.GEOID18 height accuracy estimate available here.
 OQ0768
 OQ0768.Click photographs - Photos may exist for this station.
 OQ0768
 OQ0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0768
 OQ0768. The following values were computed from the NAD 83(1996) position.
 OQ0768
 OQ0768;                    North         East     Units Scale Factor Converg.
 OQ0768;SPC SD S     -   184,468.366   894,354.762   MT  0.99992214   +2 31 48.0
 OQ0768;SPC SD S     -   605,209.96  2,934,228.91   sFT  0.99992214   +2 31 48.0
 OQ0768;UTM  14      - 4,867,337.137   687,342.705   MT  1.00003169   +1 37 12.0
 OQ0768
 OQ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0768!SPC SD S     -   0.99992894  x   0.99992214  =   0.99985108
 OQ0768!UTM  14      -   0.99992894  x   1.00003169  =   0.99996063
 OQ0768
 OQ0768:                Primary Azimuth Mark                     Grid Az
 OQ0768:SPC SD S     -  BROOKFIELD AZ MK                         089 43 02.2
 OQ0768:UTM  14      -  BROOKFIELD AZ MK                         090 37 38.2
 OQ0768
 OQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8734267337(NAD 83)
 OQ0768
 OQ0768|---------------------------------------------------------------------|
 OQ0768| PID    Reference Object                     Distance      Geod. Az  |
 OQ0768|                                                           dddmmss.s |
 OQ0768| CO2340 BROOKFIELD AZ MK                                   0921450.2 |
 OQ0768| CO2341 BROOKFIELD RM 1                      12.007 METERS 18424     |
 OQ0768| CO2342 BROOKFIELD RM 2                      10.548 METERS 28033     |
 OQ0768|---------------------------------------------------------------------|
 OQ0768
 OQ0768                          SUPERSEDED SURVEY CONTROL
 OQ0768
 OQ0768  NAD 83(1986)-  43 56 07.14274(N)    096 39 57.07900(W) AD(       ) 3
 OQ0768  NAD 27      -  43 56 07.24500(N)    096 39 55.90400(W) AD(       ) 3
 OQ0768
 OQ0768.Superseded values are not recommended for survey control.
 OQ0768
 OQ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0768.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0768
 OQ0768_MARKER: DS = TRIANGULATION STATION DISK
 OQ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0768_STAMPING: BROOKFIELD 1949
 OQ0768_MARK LOGO: CGS
 OQ0768_PROJECTION: FLUSH
 OQ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0768+STABILITY: SURFACE MOTION
 OQ0768
 OQ0768  HISTORY     - Date     Condition        Report By
 OQ0768  HISTORY     - 1949     MONUMENTED       CGS
 OQ0768
 OQ0768                          STATION DESCRIPTION
 OQ0768
 OQ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0768'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHWEST OF THE
 OQ0768'VILLAGE OF TRENT, ALONG THE NORTH RIGHT-OF-WAY OF AN UNIMPROVED
 OQ0768'ROAD.  IT IS 16 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OQ0768'6.5 FEET SOUTH OF THE FENCE AND 6 FEET SOUTH OF A TELEPHONE
 OQ0768'POLE WITH A TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE SURFACE
 OQ0768'OF THE GROUND AND THE DISK IS STAMPED BROOKFIELD 1949.
 OQ0768'
 OQ0768'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 22 FEET SOUTH
 OQ0768'OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.
 OQ0768'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BROOKEFIELD
 OQ0768'NO 1 1949.
 OQ0768'
 OQ0768'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 21 FEET
 OQ0768'NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE
 OQ0768'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OQ0768'BROOKFIELD NO 2 1949.
 OQ0768'
 OQ0768'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 18 FEET SOUTH
 OQ0768'OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTH OF THE FENCE.
 OQ0768'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BROOKFIELD
 OQ0768'1949.
 OQ0768'
 OQ0768'TO REACH FROM THE RAILROAD STATION IN TRENT, GO WEST ON
 OQ0768'GRAVELED ROAD 0.7 MILE TO CROSSROADS, TURN RIGHT (NORTH) 2.0
 OQ0768'MILES TO CROSSROADS, TURN RIGHT ON UNIMPROVED ROAD 0.1 MILE
 OQ0768'TO TOP OF RIDGE AND THE STATION ON THE LEFT.
 OQ0768'
 OQ0768'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON UNIMPROVED
 OQ0768'ROAD 0.2 MILE TO THE MARK ON THE RIGHT.
 OQ0768'
 OQ0768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0968 ***********************************************************************
 PR0968  DESIGNATION -  BROOKINGS
 PR0968  PID         -  PR0968
 PR0968  STATE/COUNTY-  SD/BROOKINGS
 PR0968  COUNTRY     -  US
 PR0968  USGS QUAD   -  BROOKINGS (2017)
 PR0968
 PR0968                         *CURRENT SURVEY CONTROL
 PR0968  ______________________________________________________________________
 PR0968* NAD 83(1996) POSITION- 44 22 06.60736(N) 096 47 13.09311(W)   ADJUSTED
 PR0968* NAVD 88 ORTHO HEIGHT -   525.12  (+/-2cm)     1722.8   (feet) VERTCON3
 PR0968  ______________________________________________________________________
 PR0968  GEOID HEIGHT    -        -25.237 (meters)                     GEOID18
 PR0968  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 PR0968  HORZ ORDER      -  SECOND
 PR0968  VERT ORDER      -  THIRD ? (See Below)
 PR0968
 PR0968.The horizontal coordinates were established by classical geodetic methods
 PR0968.and adjusted by the National Geodetic Survey in January 1998.
 PR0968
 PR0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0968
 PR0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0968.GEOID18 height accuracy estimate available here.
 PR0968
 PR0968.The vertical order pertains to the NGVD 29 superseded value.
 PR0968
 PR0968.Click photographs - Photos may exist for this station.
 PR0968
 PR0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0968
 PR0968. The following values were computed from the NAD 83(1996) position.
 PR0968
 PR0968;                    North         East     Units Scale Factor Converg.
 PR0968;SPC SD N     -    64,551.132   856,039.733   MT  1.00000958   +2 16 26.3
 PR0968;SPC SD N     -   211,781.51  2,808,523.69   sFT  1.00000958   +2 16 26.3
 PR0968;UTM  14      - 4,915,184.692   676,326.880   MT  0.99998237   +1 32 52.5
 PR0968
 PR0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0968!SPC SD N     -   0.99992162  x   1.00000958  =   0.99993120
 PR0968!UTM  14      -   0.99992162  x   0.99998237  =   0.99990400
 PR0968
 PR0968:                Primary Azimuth Mark                     Grid Az
 PR0968:SPC SD N     -  BROOKINGS AZ MK 2                        268 45 47.7
 PR0968:UTM  14      -  BROOKINGS AZ MK 2                        269 29 21.5
 PR0968
 PR0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7632615184(NAD 83)
 PR0968
 PR0968|---------------------------------------------------------------------|
 PR0968| PID    Reference Object                     Distance      Geod. Az  |
 PR0968|                                                           dddmmss.s |
 PR0968| CO7879 BROOKINGS RM 2                       21.476 METERS 07923     |
 PR0968| CO7876 BROOKINGS AZ MK                                    1841350.8 |
 PR0968| CO7877 BROOKINGS AZ MK 2                                  2710214.0 |
 PR0968| CO7878 BROOKINGS RM 1                       39.453 METERS 31816     |
 PR0968|---------------------------------------------------------------------|
 PR0968
 PR0968                          SUPERSEDED SURVEY CONTROL
 PR0968
 PR0968  NAD 83(1986)-  44 22 06.60560(N)    096 47 13.07136(W) AD(       ) 2
 PR0968  NAD 27      -  44 22 06.72190(N)    096 47 11.88413(W) AD(       ) 2
 PR0968  NGVD 29             524.86   (m)         1722.0    (f) LEVELING    3  
 PR0968
 PR0968.Superseded values are not recommended for survey control.
 PR0968
 PR0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0968.See file dsdata.pdf to determine how the superseded data were derived.
 PR0968
 PR0968_MARKER: DS = TRIANGULATION STATION DISK
 PR0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0968_STAMPING: BROOKINGS 1949
 PR0968_MARK LOGO: CGS
 PR0968_PROJECTION: FLUSH
 PR0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0968+STABILITY: SURFACE MOTION
 PR0968
 PR0968  HISTORY     - Date     Condition        Report By
 PR0968  HISTORY     - 1949     MONUMENTED       CGS
 PR0968  HISTORY     - 1968     GOOD             USGS
 PR0968
 PR0968                          STATION DESCRIPTION
 PR0968
 PR0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0968'LOCATED ABOUT 4 MILES NORTH OF BROOKINGS AND 150 FEET EAST OF
 PR0968'U.S. HIGHWAY 77, ON LAND OWNED AND OCCUPIED BY MR. V. CHRISTOPERSON.
 PR0968'IT IS 54 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 PR0968'FENCE AROUND THE FARMHOUSE, 30 FEET SOUTH OF THE APPROXIMATE
 PR0968'CENTERLINE OF THE DRIVEWAY INTO THE FARMYARD, 73.7 FEET WEST OF
 PR0968'THE NORTHWEST CORNER OF THE BARN AND 12.5 FEET NORTH OF THE
 PR0968'WHITE WITNESS POST SET NEAR A FENCE LINE.  THE MARK IS FLUSH
 PR0968'WITH THE GROUND AND THE DISC IS STAMPED, BROOKINGS 1949.
 PR0968'
 PR0968'REFERENCE MARK NO. 1 IS AT THE BASE OF A WINDMILL, 3.5 FEET
 PR0968'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE CURB AROUND
 PR0968'THE WELL AND 68 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN.
 PR0968'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED,
 PR0968'BROOKINGS NO 1 1949.
 PR0968'
 PR0968'REFERENCE MARK NO. 2 IS 8 INCHES SOUTH OF THE SOUTH FENCE
 PR0968'LINE OF THE FENCE AROUND THE FARMHOUSE, 19-1/2 FEET NORTH
 PR0968'OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY INTO THE FARM
 PR0968'AND 69 FEET WEST OF THE FENCE CORNER.  THE MARK IS FLUSH WITH
 PR0968'THE GROUND AND THE DISC IS STAMPED, BROOKINGS NO 2 1949.
 PR0968'
 PR0968'AZIMUTH MARK IS EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 53
 PR0968'FEET, 3 FEET NORTHEAST OF A T-FENCE CORNER AND WHITE WITNESS
 PR0968'POST AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 PR0968'PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, BROOKINGS
 PR0968'1949.
 PR0968'
 PR0968'THE STATION WAS REACHED FROM THE POST OFFICE IN BROOKINGS BY
 PR0968'GOING EAST AND SOUTH ON U.S. HIGHWAY 77 FOR 4.0 MILES TO THE
 PR0968'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  THENCE CONTINUE
 PR0968'FOR 0.4 MILE TO A FARM DRIVEWAY AND FARM BUILDINGS ON THE
 PR0968'RIGHT AND THE STATION SITE.
 PR0968'
 PR0968'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PR0968
 PR0968                          STATION RECOVERY (1968)
 PR0968
 PR0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0968'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 PR0968'DESCRIBED.
 PR0968'
 PR0968'THE INTERSECTED OBJECTS LISTED ON THE ORIGINAL DIRECTION
 PR0968'LIST ARE NOT VISIBLE FROM THE GROUND.
 PR0968'
 PR0968'THE ORIGINAL STATION DESCRIPTION IS ADEQUATE.
 PR0968'
 PR0968'THE AZIMUTH MARK WAS NOT FOUND.  A POWER STATION HAS BEEN
 PR0968'CONSTRUCTED NEAR ITS SITE.  A NEW AZIMUTH MARK WAS SET AND ITS
 PR0968'NEW DESCRIPTION FOLLOWS--
 PR0968'
 PR0968'THE AZIMUTH MARK IS ABOUT 0.75 MI. W. OF STATION, IN NW 1/4 OF
 PR0968'SEC. 2, T. 110 N., R. 50 W., NEAR E. EDGE OF BARN LOT OF
 PR0968'MR. DUFF.  271.6 FT. S. OF E - W ROAD, 120.6 FT. S. OF T-FENCE
 PR0968'E. (AT SW CORNER OF SHELTER BELT).  1.5 FT. E. OF N-S FENCE.
 PR0968'A STANDARD TABLET CRIMPED ON A COPPER-COATED ROD AND STAMPED
 PR0968'BROOKINGS AZIMUTH MARK RESET 1968.
 PR0968'
 PR0968'THERE IS A POWER POLE ON LINE TO STATION JESKA AND THE ANGLE
 PR0968'JESKA - REBAR 20 WAS MEASURED FROM AN ECCENTRIC SETUP.  THIS
 PR0968'ECCENTRIC POSITION WAS ALSO USED FOR A LIGHT SHOWN TO STATION
 PR0968'JESKA.  LATER, AN APPROX. 30 FT. TOWER WAS ERECTED AT STATION
 PR0968'BROOKINGS AND ALL OTHER MEASUREMENTS WERE CONCENTRIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DS2090 ***********************************************************************
 DS2090  DESIGNATION -  BROOKINGS MNCORS ARP
 DS2090  PID         -  DS2090
 DS2090  STATE/COUNTY-  SD/BROOKINGS
 DS2090  COUNTRY     -  US
 DS2090  USGS QUAD   -  BROOKINGS (2017)
 DS2090
 DS2090                         *CURRENT SURVEY CONTROL
 DS2090  ______________________________________________________________________
 DS2090* NAD 83(2011) POSITION- 44 18 53.47598(N) 096 47 10.60132(W)   ADJUSTED
 DS2090* NAD 83(2011) ELLIP HT-   492.926 (meters)        (07/01/24)   ADJUSTED
 DS2090* NAD 83(2011) EPOCH   -  2010.00
 DS2090  ______________________________________________________________________
 DS2090  GEOID HEIGHT    -        -25.401 (meters)                     GEOID18
 DS2090  NAD 83(2011) X  -   -540,191.545 (meters)                     COMP
 DS2090  NAD 83(2011) Y  - -4,539,428.919 (meters)                     COMP
 DS2090  NAD 83(2011) Z  -  4,433,535.280 (meters)                     COMP
 DS2090  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 DS2090
 DS2090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2090  Standards:
 DS2090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2090  -------------------------------------------------------------------
 DS2090  NETWORK    0.26   0.59           0.10   0.11   0.30      0.00831203
 DS2090  -------------------------------------------------------------------
 DS2090  Click here for local accuracies and other accuracy information.
 DS2090
 DS2090.The horizontal coordinates were established by GPS observations
 DS2090.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DS2090
 DS2090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2090.been affixed to the stable North American tectonic plate. See 
 DS2090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2090
 DS2090.The horizontal coordinates are valid at the epoch date displayed above
 DS2090.which is a decimal equivalence of Year/Month/Day.
 DS2090
 DS2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2090.GEOID18 height accuracy estimate available here.
 DS2090
 DS2090.Click photographs - Photos may exist for this station.
 DS2090
 DS2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2090
 DS2090.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2090
 DS2090.The ellipsoidal height was determined by GPS observations
 DS2090.and is referenced to NAD 83.
 DS2090
 DS2090. The following values were computed from the NAD 83(2011) position.
 DS2090
 DS2090;                    North         East     Units Scale Factor Converg.
 DS2090;SPC SD N     -    58,596.663   856,331.447   MT  1.00002106   +2 16 28.1
 DS2090;SPC SD N     -   192,245.89  2,809,480.76   sFT  1.00002106   +2 16 28.1
 DS2090;UTM  14      - 4,909,227.195   676,543.031   MT  0.99998332   +1 32 48.9
 DS2090
 DS2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2090!SPC SD N     -   0.99992272  x   1.00002106  =   0.99994377
 DS2090!UTM  14      -   0.99992272  x   0.99998332  =   0.99990604
 DS2090
 DS2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7654309227(NAD 83)
 DS2090
 DS2090                          SUPERSEDED SURVEY CONTROL
 DS2090
 DS2090.No superseded survey control is available for this station.
 DS2090
 DS2090_MARKER: Z = SEE DESCRIPTION
 DS2090_SETTING: 0 = UNSPECIFIED SETTING
 DS2090_MARK LOGO: MNDT
 DS2090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2090+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DS2090
 DS2090  HISTORY     - Date     Condition        Report By
 DS2090  HISTORY     - 20110223 MONUMENTED       MNDT
 DS2090  HISTORY     - 20240130 GOOD             MNDT
 DS2090
 DS2090                          STATION DESCRIPTION
 DS2090
 DS2090'DESCRIBED BY MN DEPT OF TRANSP 2024 (DS)
 DS2090'IN BROOKINGS SOUTH DAKOTA ON THE SOUTH DAKOTA STATE UNIVERSITY CAMPUS,
 DS2090'0.3 MILE NORTH ALONG MEDARY AVENUE FROM THE JUNCTION OF MEDARY AVENUE
 DS2090'AND TRUNK HIGHWAY 14(6TH STREET)IN BROOKINGS, THEN 568.0 FEET EAST
 DS2090'ALONG 8TH STREET. THE ANTENNA IS AFFIXED TO A SECO ADJUSTABLE MOUNT
 DS2090'WHICH IS THREADED ONTO A 2 INCH (5 CM) STEEL PIPE. THE MONUMENT IS
 DS2090'MOUNTED ON THE NORTHWEST CORNER OF THE MECHANICAL ROOM ON THE ROOF OF
 DS2090'CRUTHERS ENGINEERING HALL ON THE CAMPUS OF SOUTH DAKOTA STATE
 DS2090'UNIVERSITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0973 ***********************************************************************
 PR0973  DESIGNATION -  BROOKINGS MUNICIPAL TANK
 PR0973  PID         -  PR0973
 PR0973  STATE/COUNTY-  SD/BROOKINGS
 PR0973  COUNTRY     -  US
 PR0973  USGS QUAD   -  BROOKINGS (2017)
 PR0973
 PR0973                         *CURRENT SURVEY CONTROL
 PR0973  ______________________________________________________________________
 PR0973* NAD 83(1996) POSITION- 44 18 31.55300(N) 096 47 09.38942(W)   ADJUSTED
 PR0973  ______________________________________________________________________
 PR0973  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 PR0973  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 PR0973  HORZ ORDER      -  THIRD
 PR0973
 PR0973.The horizontal coordinates were established by classical geodetic methods
 PR0973.and adjusted by the National Geodetic Survey in January 1998.
 PR0973
 PR0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0973.GEOID18 height accuracy estimate available here.
 PR0973
 PR0973.Click photographs - Photos may exist for this station.
 PR0973
 PR0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0973
 PR0973. The following values were computed from the NAD 83(1996) position.
 PR0973
 PR0973;                    North         East     Units Scale Factor Converg.
 PR0973;SPC SD N     -    57,921.568   856,385.142   MT  1.00002242   +2 16 29.0
 PR0973;SPC SD N     -   190,031.01  2,809,656.92   sFT  1.00002242   +2 16 29.0
 PR0973;SPC SD S     -   225,505.255   882,951.263   MT  0.99997949   +2 26 49.8
 PR0973;SPC SD S     -   739,845.16  2,896,815.94   sFT  0.99997949   +2 26 49.8
 PR0973;UTM  14      - 4,908,551.499   676,588.147   MT  0.99998351   +1 32 49.1
 PR0973
 PR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7658808551(NAD 83)
 PR0973
 PR0973                          SUPERSEDED SURVEY CONTROL
 PR0973
 PR0973  NAD 83(1986)-  44 18 31.55168(N)    096 47 09.36727(W) AD(       ) 3
 PR0973  NAD 27      -  44 18 31.66800(N)    096 47 08.17600(W) AD(       ) 3
 PR0973
 PR0973.Superseded values are not recommended for survey control.
 PR0973
 PR0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0973.See file dsdata.pdf to determine how the superseded data were derived.
 PR0973
 PR0973_MARKER: 53 = ELEVATED TANK
 PR0973
 PR0973  HISTORY     - Date     Condition        Report By
 PR0973  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0973  HISTORY     - 1949     GOOD             CGS
 PR0973  HISTORY     - 1964     GOOD             CGS
 PR0973  HISTORY     - 1977     GOOD             NGS
 PR0973  HISTORY     - 1982     GOOD             NGS
 PR0973
 PR0973                          STATION DESCRIPTION
 PR0973
 PR0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0973'POINT OBSERVED UPON WAS FINIAL ATOP MUNICIPAL WATER SUPPLY
 PR0973'TANK LOCATED IN NE PORTION OF BROOKINGS, ABOUT 300 FEET SW
 PR0973'FROM INTERSECTION OF 12TH AVE. AND WILLIAMS ST.  IT HAS
 PR0973'A BLACK BODY AND TOP AND IS ABOUT 110 FEET HIGH.  TANK HAS
 PR0973'EXCEPTIONALLY LONG BODY.
 PR0973
 PR0973                          STATION RECOVERY (1949)
 PR0973
 PR0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0973'THE STATION IS LOCATED IN THE EAST EDGE OF BROOKINGS.  IT
 PR0973'IS A 4 LEGGED STEEL STRUCTURE, APPROXIMATELY 125 FEET HIGH
 PR0973'AND PAINTED SILVER.
 PR0973'
 PR0973'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 PR0973'
 PR0973'TO REACH FROM THE RAILROAD STATION IN BROOKINGS, GO NORTH
 PR0973'ON MAIN STREET FOR 2 BLOCKS, TURN RIGHT (EAST) FOR 7-1/2
 PR0973'BLOCKS TO THE STATION ON THE RIGHT.
 PR0973
 PR0973                          STATION RECOVERY (1964)
 PR0973
 PR0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PR0973'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 PR0973'GOOD CONDITION.
 PR0973
 PR0973                          STATION RECOVERY (1977)
 PR0973
 PR0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PR0973'RECOVERED AS DESCRIBED
 PR0973
 PR0973                          STATION RECOVERY (1982)
 PR0973
 PR0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 PR0973'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PR0973'
 PR0973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN E PORTION OF
 PR0973'DOWNTOWN BROOKINGS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0969 ***********************************************************************
 PR0969  DESIGNATION -  BROOKINGS SD ST COLL CAMPANILE
 PR0969  PID         -  PR0969
 PR0969  STATE/COUNTY-  SD/BROOKINGS
 PR0969  COUNTRY     -  US
 PR0969  USGS QUAD   -  BROOKINGS (2017)
 PR0969
 PR0969                         *CURRENT SURVEY CONTROL
 PR0969  ______________________________________________________________________
 PR0969* NAD 83(1996) POSITION- 44 18 56.73486(N) 096 47 17.13105(W)   ADJUSTED
 PR0969  ______________________________________________________________________
 PR0969  GEOID HEIGHT    -        -25.397 (meters)                     GEOID18
 PR0969  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 PR0969  HORZ ORDER      -  THIRD
 PR0969
 PR0969.The horizontal coordinates were established by classical geodetic methods
 PR0969.and adjusted by the National Geodetic Survey in January 1998.
 PR0969
 PR0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0969.GEOID18 height accuracy estimate available here.
 PR0969
 PR0969.Click photographs - Photos may exist for this station.
 PR0969
 PR0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0969
 PR0969. The following values were computed from the NAD 83(1996) position.
 PR0969
 PR0969;                    North         East     Units Scale Factor Converg.
 PR0969;SPC SD N     -    58,691.434   856,182.861   MT  1.00002086   +2 16 23.5
 PR0969;SPC SD N     -   192,556.81  2,808,993.27   sFT  1.00002086   +2 16 23.5
 PR0969;SPC SD S     -   226,274.476   882,746.673   MT  0.99998097   +2 26 44.5
 PR0969;SPC SD S     -   742,368.84  2,896,144.71   sFT  0.99998097   +2 26 44.5
 PR0969;UTM  14      - 4,909,323.841   676,395.665   MT  0.99998268   +1 32 44.4
 PR0969
 PR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7639509323(NAD 83)
 PR0969
 PR0969                          SUPERSEDED SURVEY CONTROL
 PR0969
 PR0969  NAD 83(1986)-  44 18 56.73345(N)    096 47 17.10892(W) AD(       ) 3
 PR0969  NAD 27      -  44 18 56.85100(N)    096 47 15.91800(W) AD(       ) 3
 PR0969
 PR0969.Superseded values are not recommended for survey control.
 PR0969
 PR0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0969.See file dsdata.pdf to determine how the superseded data were derived.
 PR0969
 PR0969_MARKER: 82 = FINIAL
 PR0969
 PR0969  HISTORY     - Date     Condition        Report By
 PR0969  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0969  HISTORY     - 1949     GOOD             CGS
 PR0969  HISTORY     - 1964     GOOD             CGS
 PR0969  HISTORY     - 1977     GOOD             NGS
 PR0969  HISTORY     - 1982     GOOD             NGS
 PR0969
 PR0969                          STATION DESCRIPTION
 PR0969
 PR0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0969'POINT OBSERVED UPON WAS FINIAL ATOP CAMPANILE BUILDING, A
 PR0969'TALL STRUCTURE OF RED BRICK WITH A GREY ORNAMENTAL TOP, BASE
 PR0969'ABOUT 50 FEET SQUARE, LOCATED ON N EDGE OF CAMPUS OF SOUTH
 PR0969'DAKOTA STATE COLLEGE (CAMPUS IS IN NE PORTION OF BROOKINGS).
 PR0969'IT IS ABOUT 150 FEET HIGH AND WAS BUILT IN 1929.
 PR0969
 PR0969                          STATION RECOVERY (1949)
 PR0969
 PR0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0969'STATION IS LOCATED IN THE NORTHEAST PART OF BROOKINGS ON
 PR0969'THE COLLEGE CAMPUS.  STATION IS OF RED BRICK WITH A CONCRETE
 PR0969'BASE AND ABOUT 170 FEET HIGH.
 PR0969'
 PR0969'THE POINT INTERSECTED WAS THE TOP OF THE BELL TOWER.
 PR0969'
 PR0969'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 14 IN
 PR0969'THE NORTHEAST PART OF BROOKINGS GO NORTH ON U.S. HIGHWAY
 PR0969'77 OR MEDARY AVE. FOR 0.3 MILE TO STATION ON RIGHT OR EAST
 PR0969'SIDE OF STREET AS DESCRIBED.
 PR0969'
 PR0969'PROBABLY THE SAME STATION AS BROOKINGS, CAMPANILE BLDG.,
 PR0969'FINIAL, 1935.
 PR0969
 PR0969                          STATION RECOVERY (1964)
 PR0969
 PR0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PR0969'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 PR0969'GOOD CONDITION.
 PR0969
 PR0969                          STATION RECOVERY (1977)
 PR0969
 PR0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PR0969'RECOVERED AS DESCRIBED
 PR0969
 PR0969                          STATION RECOVERY (1982)
 PR0969
 PR0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 PR0969'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PR0969'
 PR0969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NE PART OF
 PR0969'BROOKINGS ON COLLEGE CAMPUS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0399 ***********************************************************************
 QQ0399  DESIGNATION -  BROOKS RESET
 QQ0399  PID         -  QQ0399
 QQ0399  STATE/COUNTY-  SD/ROBERTS
 QQ0399  COUNTRY     -  US
 QQ0399  USGS QUAD   -  SUMMIT (2017)
 QQ0399
 QQ0399                         *CURRENT SURVEY CONTROL
 QQ0399  ______________________________________________________________________
 QQ0399* NAD 83(1996) POSITION- 45 20 03.77772(N) 097 06 13.27191(W)   ADJUSTED
 QQ0399* NAVD 88 ORTHO HEIGHT -   605.467 (meters)     1986.44  (feet) ADJUSTED
 QQ0399  ______________________________________________________________________
 QQ0399  GEOID HEIGHT    -        -25.303 (meters)                     GEOID18
 QQ0399  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 QQ0399  DYNAMIC HEIGHT  -        605.398 (meters)     1986.21  (feet) COMP
 QQ0399  MODELED GRAVITY -    980,482.0   (mgal)                       NAVD 88
 QQ0399
 QQ0399  HORZ ORDER      -  SECOND
 QQ0399  VERT ORDER      -  FIRST     CLASS II
 QQ0399
 QQ0399.The horizontal coordinates were established by classical geodetic methods
 QQ0399.and adjusted by the National Geodetic Survey in January 1998.
 QQ0399
 QQ0399.The orthometric height was determined by differential leveling and
 QQ0399.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0399.in July 1998.
 QQ0399
 QQ0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0399.GEOID18 height accuracy estimate available here.
 QQ0399
 QQ0399.Click photographs - Photos may exist for this station.
 QQ0399
 QQ0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0399
 QQ0399.The dynamic height is computed by dividing the NAVD 88
 QQ0399.geopotential number by the normal gravity value computed on the
 QQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0399.degrees latitude (g = 980.6199 gals.).
 QQ0399
 QQ0399.The modeled gravity was interpolated from observed gravity values.
 QQ0399
 QQ0399. The following values were computed from the NAD 83(1996) position.
 QQ0399
 QQ0399;                    North         East     Units Scale Factor Converg.
 QQ0399;SPC SD N     -   170,862.724   826,973.472   MT  0.99995131   +2 02 59.4
 QQ0399;SPC SD N     -   560,572.12  2,713,162.13   sFT  0.99995131   +2 02 59.4
 QQ0399;UTM  14      - 5,021,846.295   648,586.343   MT  0.99987146   +1 20 56.2
 QQ0399
 QQ0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0399!SPC SD N     -   0.99990905  x   0.99995131  =   0.99986036
 QQ0399!UTM  14      -   0.99990905  x   0.99987146  =   0.99978052
 QQ0399
 QQ0399:                Primary Azimuth Mark                     Grid Az
 QQ0399:SPC SD N     -  BROOKS AZ MK                             176 56 21.4
 QQ0399:UTM  14      -  BROOKS AZ MK                             177 38 24.6
 QQ0399
 QQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4858621846(NAD 83)
 QQ0399
 QQ0399|---------------------------------------------------------------------|
 QQ0399| PID    Reference Object                     Distance      Geod. Az  |
 QQ0399|                                                           dddmmss.s |
 QQ0399| CO5265 BROOKS RM 1                           9.708 METERS 17824     |
 QQ0399| CO5264 BROOKS AZ MK                                       1785920.8 |
 QQ0399| CO5266 BROOKS RM 2                           9.781 METERS 35705     |
 QQ0399|---------------------------------------------------------------------|
 QQ0399
 QQ0399                          SUPERSEDED SURVEY CONTROL
 QQ0399
 QQ0399  NAD 83(1986)-  45 20 03.77829(N)    097 06 13.25843(W) AD(       ) 2
 QQ0399  NAD 27      -  45 20 03.91624(N)    097 06 11.97238(W) AD(       ) 2
 QQ0399
 QQ0399.Superseded values are not recommended for survey control.
 QQ0399
 QQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0399.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0399
 QQ0399_MARKER: DH = HORIZONTAL CONTROL DISK
 QQ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0399_STAMPING: BROOKS 1952 1974
 QQ0399_MARK LOGO: NGS
 QQ0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0399+STABILITY: SURFACE MOTION
 QQ0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0399+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0399
 QQ0399  HISTORY     - Date     Condition        Report By
 QQ0399  HISTORY     - 1974     MONUMENTED       NGS
 QQ0399  HISTORY     - 19970314 GOOD             NGS
 QQ0399
 QQ0399                          STATION DESCRIPTION
 QQ0399
 QQ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QQ0399'THE SURFACE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 QQ0399'WERE FOUND DESTROYED.  THEY HAD BEEN GRADED OUT AND WERE LYING ON
 QQ0399'TOP OF THE GROUND.  THE AZIMUTH MARK WAS FOUND IN POOR CONDITION,
 QQ0399'THE GROUND HAD BEEN GRADED AWAY FROM IT EXPOSING NEARLY THE WHOLE
 QQ0399'MARK, THE MARK WAS REMOVED AS THERE WERE NO OTHER STATIONS
 QQ0399'VISIBLE TO CHECK ITS DIRECTION WITH.  THE UNDERGROUND STATION
 QQ0399'MARK WAS FOUND IN GOOD CONDITION 18-INCHES BELOW GROUND
 QQ0399'SURFACE, THE POSITION WAS HELD AND THE MARK REMOVED, A NEW MARK WAS
 QQ0399'SET LOWER AND A SURFACE STATION MARK WAS PLUMBED OVER IT.
 QQ0399'REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.  A NEW AZIMUTH MARK
 QQ0399'WAS NOT SET.
 QQ0399'
 QQ0399'A NEW DESCRIPTION FOLLOWS--
 QQ0399'
 QQ0399'THE STATION IS LOCATED IN SECTION 24, T 122 N, R 52 W, 4-1/2 MILES
 QQ0399'EAST AND 1/2 MILE NORTH OF ORTLEY, 1/2 MILE NORTH OF THE JUNCTION
 QQ0399'OF U.S. HIGHWAYS 12 AND 81, ON THE RIGHT-OF-WAY ALONG THE WEST
 QQ0399'SIDE OF A COUNTY ROAD, AND ACROSS THE ROAD, WEST, FROM THE
 QQ0399'LEONARD KNUTSON FARMSTEAD.
 QQ0399'
 QQ0399'TO REACH THE STATION FROM ORTLEY, GO NORTH ON A GRAVELED ROAD 0.5
 QQ0399'MILE TO THE JUNCTION WITH U.S. HIGHWAY 12, TURN RIGHT AND GO EAST
 QQ0399'ON HIGHWAY 12 FOR 4.5 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 QQ0399'81 LEADING SOUTH AND A GRAVELED ROAD NORTH (LOCALLY KNOWN AS
 QQ0399'BROOKS CORNER), TURN LEFT AND GO NORTH ON THE GRAVELED ROAD 0.5
 QQ0399'MILE TO THE DRIVEWAY LEADING INTO THE FARM HOUSE ON THE RIGHT
 QQ0399'AND THE STATION ON THE LEFT AS DESCRIBED.
 QQ0399'
 QQ0399'THE STATION MARK IS A STANDARD DISK STAMPED BROOKS 1952 1974,
 QQ0399'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 QQ0399'GROUND.  IT IS 205 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QQ0399'BARN, 43 FEET NORTH OF THE EXTENDED LINE OF THE NORTH SIDE OF THE
 QQ0399'HOUSE, 40 FEET WEST OF THE CENTER OF THE ROAD, 14 FEET EAST OF A
 QQ0399'POWER POLE, AND 12 FEET EAST OF A METAL WITNESS POST.
 QQ0399'
 QQ0399'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BROOKS 1952 NO
 QQ0399'3 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 QQ0399'THE GROUND.  IT IS 67 FEET SOUTHEAST OF THE METAL WITNESS POST,
 QQ0399'62 FEET SOUTHEAST OF A POWER POLE, 40 FEET WEST OF THE CENTER OF
 QQ0399'THE ROAD, AND 22 FEET SOUTH OF THE EXTENDED LINE OF THE NORTH
 QQ0399'SIDE OF THE HOUSE.
 QQ0399'
 QQ0399'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BROOKS 1952
 QQ0399'NO 4 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 QQ0399'WITH THE GROUND.  IT IS 216 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 QQ0399'OF THE BARN, 45 FEET NORTH OF THE EXTENDED LINE OF THE NORTH SIDE
 QQ0399'OF THE HOUSE, 52 FEET WEST OF THE CENTER OF THE ROAD, 8 FEET
 QQ0399'NORTH OF A POWER POLE, AND 1.8 FEET NORTH OF A METAL WITNESS
 QQ0399'POST.
 QQ0399'
 QQ0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0399'4.5 MILES ENE OF ORTLEY.
 QQ0399
 QQ0399                          STATION RECOVERY (1997)
 QQ0399
 QQ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0399'32.9 KM (20.45 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0399'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG A
 QQ0399'GRAVELED ROAD, 25.7 M (84.3 FT) SOUTH OF THE EXTENDED CENTER OF A
 QQ0399'DRIVEWAY, 12.8 M (42.0 FT) WEST OF THE ROAD CENTER, 4.2 M (13.8 FT)
 QQ0399'NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 3.8 M (12.5 FT) EAST OF
 QQ0399'REFERENCE MARK 4 AND A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 QQ0399'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7250 ***********************************************************************
 AE7250  DESIGNATION -  BROOKS RM 4
 AE7250  PID         -  AE7250
 AE7250  STATE/COUNTY-  SD/ROBERTS
 AE7250  COUNTRY     -  US
 AE7250  USGS QUAD   -  SUMMIT (2017)
 AE7250
 AE7250                         *CURRENT SURVEY CONTROL
 AE7250  ______________________________________________________________________
 AE7250* NAD 83(1986) POSITION- 45 20 04.     (N) 097 06 15.     (W)   SCALED
 AE7250* NAVD 88 ORTHO HEIGHT -   605.717 (meters)     1987.26  (feet) ADJUSTED
 AE7250  ______________________________________________________________________
 AE7250  GEOID HEIGHT    -        -25.303 (meters)                     GEOID18
 AE7250  DYNAMIC HEIGHT  -        605.648 (meters)     1987.03  (feet) COMP
 AE7250  MODELED GRAVITY -    980,482.0   (mgal)                       NAVD 88
 AE7250
 AE7250  VERT ORDER      -  FIRST     CLASS II
 AE7250
 AE7250.The horizontal coordinates were scaled from a map and have
 AE7250.an estimated accuracy of +/- 6 seconds.
 AE7250
 AE7250.The orthometric height was determined by differential leveling and
 AE7250.adjusted by the NATIONAL GEODETIC SURVEY
 AE7250.in July 1998.
 AE7250
 AE7250.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7250.GEOID18 height accuracy estimate available here.
 AE7250
 AE7250.Click photographs - Photos may exist for this station.
 AE7250
 AE7250.The dynamic height is computed by dividing the NAVD 88
 AE7250.geopotential number by the normal gravity value computed on the
 AE7250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7250.degrees latitude (g = 980.6199 gals.).
 AE7250
 AE7250.The modeled gravity was interpolated from observed gravity values.
 AE7250
 AE7250;                    North         East    Units  Estimated Accuracy
 AE7250;SPC SD N     -   170,870.      826,940.      MT  (+/- 180 meters Scaled)
 AE7250
 AE7250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR485218(NAD 83)
 AE7250
 AE7250                          SUPERSEDED SURVEY CONTROL
 AE7250
 AE7250.No superseded survey control is available for this station.
 AE7250
 AE7250_MARKER: DR = REFERENCE MARK DISK
 AE7250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7250_STAMPING: BROOKS 1952 NO 4 1974
 AE7250_MARK LOGO: NGS
 AE7250_PROJECTION: RECESSED 10 CENTIMETERS
 AE7250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7250+STABILITY: SURFACE MOTION
 AE7250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7250+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE7250
 AE7250  HISTORY     - Date     Condition        Report By
 AE7250  HISTORY     - 1974     MONUMENTED       NGS
 AE7250  HISTORY     - 19970314 GOOD             NGS
 AE7250
 AE7250                          STATION DESCRIPTION
 AE7250
 AE7250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7250'32.9 KM (20.45 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7250'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG A
 AE7250'GRAVELED ROAD, 28.1 M (92.2 FT) NORTH OF THE EXTENDED CENTER OF A
 AE7250'DRIVEWAY, 16.8 M (55.1 FT) WEST OF THE ROAD CENTER, 3.8 M (12.5 FT)
 AE7250'WEST OF THE STATION MARK, 2.2 M (7.2 FT) NORTH OF A UTILITY POLE WITH
 AE7250'A GUY CABLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AE7250'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0238 ***********************************************************************
 PT0238  DESIGNATION -  BROWN HILL
 PT0238  PID         -  PT0238
 PT0238  STATE/COUNTY-  SD/STANLEY
 PT0238  COUNTRY     -  US
 PT0238  USGS QUAD   -  OAHE DAM (2017)
 PT0238
 PT0238                         *CURRENT SURVEY CONTROL
 PT0238  ______________________________________________________________________
 PT0238* NAD 83(1996) POSITION- 44 25 42.21707(N) 100 27 25.44205(W)   ADJUSTED
 PT0238* NAVD 88 ORTHO HEIGHT -   575.520 (meters)     1888.19  (feet) ADJUSTED
 PT0238  ______________________________________________________________________
 PT0238  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 PT0238  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 PT0238  DYNAMIC HEIGHT  -        575.403 (meters)     1887.80  (feet) COMP
 PT0238  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 PT0238
 PT0238  HORZ ORDER      -  SECOND
 PT0238  VERT ORDER      -  FIRST     CLASS II
 PT0238
 PT0238.The horizontal coordinates were established by classical geodetic methods
 PT0238.and adjusted by the National Geodetic Survey in January 1998.
 PT0238
 PT0238.The orthometric height was determined by differential leveling and
 PT0238.adjusted by the NATIONAL GEODETIC SURVEY
 PT0238.in June 1991.
 PT0238
 PT0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0238.GEOID18 height accuracy estimate available here.
 PT0238
 PT0238.Click photographs - Photos may exist for this station.
 PT0238
 PT0238.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0238
 PT0238.The dynamic height is computed by dividing the NAVD 88
 PT0238.geopotential number by the normal gravity value computed on the
 PT0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0238.degrees latitude (g = 980.6199 gals.).
 PT0238
 PT0238.The modeled gravity was interpolated from observed gravity values.
 PT0238
 PT0238. The following values were computed from the NAD 83(1996) position.
 PT0238
 PT0238;                    North         East     Units Scale Factor Converg.
 PT0238;SPC SD S     -   232,762.074   590,147.396   MT  1.00000691   -0 05 07.3
 PT0238;SPC SD S     -   763,653.57  1,936,175.25   sFT  1.00000691   -0 05 07.3
 PT0238;UTM  14      - 4,920,487.773   384,024.480   MT  0.99976541   -1 01 12.3
 PT0238
 PT0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0238!SPC SD S     -   0.99991340  x   1.00000691  =   0.99992031
 PT0238!UTM  14      -   0.99991340  x   0.99976541  =   0.99967883
 PT0238
 PT0238:                Primary Azimuth Mark                     Grid Az
 PT0238:SPC SD S     -  BROWN HILL AZ MK 2                       143 20 29.2
 PT0238:UTM  14      -  BROWN HILL AZ MK 2                       144 16 34.2
 PT0238
 PT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8402420487(NAD 83)
 PT0238
 PT0238|---------------------------------------------------------------------|
 PT0238| PID    Reference Object                     Distance      Geod. Az  |
 PT0238|                                                           dddmmss.s |
 PT0238| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX.11.1 KM 1273846.1 |
 PT0238| PT0236 BROWN HILL AZ MK                                   1405040.3 |
 PT0238| CO5271 BROWN HILL AZ MK 2                                 1431521.9 |
 PT0238| CO5270 BROWN HILL RM 3                      13.533 METERS 14538     |
 PT0238| PT0237 BROWN HILL RM 1                      17.155 METERS 25239     |
 PT0238| PT0239 BROWN HILL RM 2                      16.091 METERS 32445     |
 PT0238|---------------------------------------------------------------------|
 PT0238
 PT0238                          SUPERSEDED SURVEY CONTROL
 PT0238
 PT0238  NAD 83(1986)-  44 25 42.21212(N)    100 27 25.44557(W) AD(       ) 2
 PT0238  NAD 27      -  44 25 42.28200(N)    100 27 23.95300(W) AD(       ) 2
 PT0238  MORC        -  44 25 39.58000(N)    100 27 23.68000(W) AD(       ) 3
 PT0238  NGVD 29 (??/??/92)  575.14   (m)         1886.9    (f) COMPUTED    1 2
 PT0238  NGVD 29             575.14   (m)         1886.9    (f) LEVELING    3  
 PT0238
 PT0238.Superseded values are not recommended for survey control.
 PT0238
 PT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0238.See file dsdata.pdf to determine how the superseded data were derived.
 PT0238
 PT0238_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PT0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0238_MARK LOGO: MORC
 PT0238_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0238
 PT0238  HISTORY     - Date     Condition        Report By
 PT0238  HISTORY     - 1889     MONUMENTED       MORC
 PT0238  HISTORY     - 1948     GOOD             CGS
 PT0238  HISTORY     - 1951     GOOD             CGS
 PT0238  HISTORY     - 1951     GOOD             CGS
 PT0238  HISTORY     - 1963     MARK NOT FOUND   USFS
 PT0238  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PT0238  HISTORY     - 1981     GOOD             NGS
 PT0238
 PT0238                          STATION DESCRIPTION
 PT0238
 PT0238'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (JCP)
 PT0238'THE STATION IS LOCATED ABOUT 7 MILES NW OF FORT PIERRE AND ON A
 PT0238'HIGH, GRASSY HILL THAT IS LOCALLY KNOWN AS BROWN HILL.
 PT0238'
 PT0238'STATION MARK IS A 6-INCH IRON PIPE WITH A CAP THAT HAS A RAISED
 PT0238'TRIANGLE WITH SMALL HOLE IN CENTER.  ON THE CAP IS CAST MISSOURI
 PT0238'RIVER COMMISSION.  THE PIPE PROJECTS 3 INCHES.
 PT0238'
 PT0238'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND
 PT0238'14 IN THE W SECTION OF THE CITY OF FORT PIERRE, GO W AND N ON
 PT0238'U.S. HIGHWAY 14 FOR 5.0 MILES TO A DIRT T-ROAD RIGHT, TURN RIGHT
 PT0238'AND GO 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO 0.15
 PT0238'MILE TO A FARMHOUSE, KEEP TO THE LEFT OF THE HOUSE AND FOLLOW
 PT0238'A DIRT ROAD IN A NW DIRECTION FOR 0.95 MILE TO A WIRE GATE, PASS
 PT0238'THROUGH GATE AND GO 0.1 MILE, THENCE LEAVE MAIN DIRT ROAD AND
 PT0238'CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 1.15 MILES TO THE
 PT0238'SUMMIT OF THE HILL AND STATION.  THIS STATION WAS NOT OCCUPIED.
 PT0238
 PT0238                          STATION RECOVERY (1948)
 PT0238
 PT0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0238'STATION RECOVERED AND STATION MARK FOUND AS DESCRIBED.  REFERENCE
 PT0238'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY, AND ARE
 PT0238'STANDARD BRONZE DISKS SET IN CONCRETE.
 PT0238'
 PT0238'THE ORIGINAL DESCRIPTION IS ADEQUATE, BUT THERE HAVE BEEN CHANGES
 PT0238'IN THE HIGHWAY, SO A COMPLETE NEW DESCRIPTION FOLLOWS--
 PT0238'
 PT0238'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF FORT PIERRE, ON
 PT0238'LAND OWNED BY MRS. NAN SMITH AND MR. JAMES D. SMITH, AND STANDS
 PT0238'ON A HIGH HILL THAT IS LOCALLY KNOWN AS BROWN HILL.  IT IS ON THE
 PT0238'HIGHEST POINT OF THE HILL, AND IS 8 FEET NORTH OF A WHITE WITNESS
 PT0238'POST.  THE MARK IS A STANDARD MISSOURI RIVER COMMISSION STATION
 PT0238'MARK, CAPPED IN A 5-INCH IRON PIPE, WHICH PROJECTS 6 INCHES.
 PT0238'
 PT0238'REFERENCE MARK NO. 1 IS 56.28 FEET WEST OF THE STATION AND 48
 PT0238'FEET WEST OF THE WITNESS POST.  THE MARK PROJECTS 8 INCHES, AND
 PT0238'THE DISK IS STAMPED BROWN HILL MO.R.C. NO 1 1948.
 PT0238'
 PT0238'REFERENCE MARK NO. 2 IS 52.74 FEET NORTH OF THE STATION AND
 PT0238'53 FEET NORTH OF THE WITNESS POST.  THE MARK PROJECTS 8 INCHES,
 PT0238'AND THE DISK IS STAMPED BROWN HILL MO.R.C. NO 2 1948.
 PT0238'
 PT0238'AZIMUTH MARK IS 1.2 MILE SOUTH OF THE STATION, 8 FEET WEST OF
 PT0238'THE CENTER OF A DIRT ROAD, 2 FEET WEST OF A GATE POST, 2 FEET
 PT0238'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 PT0238'FENCE.  THE MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED BROWN
 PT0238'HILL MO.R.C. 1948.
 PT0238'
 PT0238'TO REACH THE STATION FROM THE WEST END OF THE MISSOURI RIVER
 PT0238'BRIDGE, BETWEEN PIERRE AND FORT PIERRE, GO SOUTHWEST ON U.S.
 PT0238'HIGHWAYS 83 AND 14 FOR 0.3 MILE TO THE JUNCTION OF THE TWO
 PT0238'HIGHWAYS, TURN RIGHT AND GO WEST ACROSS RAILROAD ON HIGHWAY 14
 PT0238'FOR 2.25 MILES TO A CROSSROADS, TURN RIGHT ON OLD U.S. HIGHWAY
 PT0238'14 AND GO 1.75 MILE TO A DIRT T-ROAD RIGHT WHERE THE MAIN ROAD
 PT0238'TURNS LEFT, TURN RIGHT AND GO EAST FOR 0.15 MILE TO A WIRE GATE
 PT0238'ON THE LEFT, TURN LEFT THROUGH GATE AND GO NORTH FOR 0.2 MILE
 PT0238'TO A FARMHOUSE, CONTINUE ON MAIN TRACK ROAD NORTH AND
 PT0238'NORTHWEST 0.9 MILE TO ANOTHER WIRE GATE, AND AZIMUTH MARK ON
 PT0238'THE LEFT AS DESCRIBED.  GO THROUGH GATE AND CONTINUE ON
 PT0238'TRACK ROAD FOR 0.1 MILE TO A FORK, CONTINUE STRAIGHT AHEAD
 PT0238'ON RIGHT FORK AND GO NORTH FOR 1.15 MILE TO TOP OF HILL AND
 PT0238'STATION.
 PT0238
 PT0238                          STATION RECOVERY (1951)
 PT0238
 PT0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 PT0238'6.3 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0238'AT FORT PIERRE, THENCE 1.0 MILE NORTH ALONG A TRAIL, THENCE
 PT0238'0.5 MILE NORTH ALONG A FENCE, THENCE 0.45 MILE NORTHEAST ACROSS
 PT0238'A PASTURE, AT THE HIGHEST POINT OF A RIDGE, 0.2 MILE EAST OF A
 PT0238'NORTH AND SOUTH FENCE, 8 FEET NORTH OF A WITNESS POST, 25 FEET
 PT0238'NORTHEAST OF THE CENTER LINE OF A TRAIL, AN M.O.R.C. CAP SET IN
 PT0238'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 PT0238'GROUND, THERE IS NO STAMPING ON THE MARK.
 PT0238'
 PT0238'BROWNHILL R.M. 1 (M.O.R.C.) IS 56.6 FEET SOUTHWEST OF TRIANGULATION
 PT0238'STATION BROWNHILL (M.O.R.C.), AT THE HIGHEST POINT OF A RIDGE, 28
 PT0238'FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL, A REFERENCE MARK
 PT0238'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 PT0238'ABOVE THE GROUND, STAMPED BROWNHILL MORC NO 1 1948.
 PT0238'
 PT0238'BROWNHILL R.M. 2 (M.O.R.C.) IS 53 FEET NORTHWEST OF TRIANGULATION
 PT0238'STATION BROWNHILL (M.O.R.C.), AT THE HIGHEST POINT OF A RIDGE, 0.2
 PT0238'MILE EAST OF A NORTH AND SOUTH FENCE, 15 FEET NORTHEAST OF THE
 PT0238'CENTER LINE OF A TRAIL, A REFERENCE MARK DISK SET IN THE TOP OF
 PT0238'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED
 PT0238'BROWNHILL MORC NO 2 1948.
 PT0238'
 PT0238'BROWNHILL AZIMUTH 1948 (M.O.R.C.) IS 1.2 MILES SOUTHEAST OF
 PT0238'TRIANGULATION STATION BROWNHILL (M.O.R.C.), 1.0 MILE NORTHWEST OF
 PT0238'A FARMHOUSE, 12 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 PT0238'AND A WIRE GATE, 1 FOOT SOUTH OF A FENCE, AN AZIMUTH MARK DISK
 PT0238'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 PT0238'THE GROUND, STAMPED BROWNHILL MORC 1948.
 PT0238
 PT0238                          STATION RECOVERY (1951)
 PT0238
 PT0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0238'8.8 MI NW FROM FORT PIERRE.
 PT0238'6.3 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0238'AT FORT PIERRE, THENCE 1.0 MILE NORTH ALONG A TRAIL, THENCE 0.5
 PT0238'MILE EAST ALONG A TRAIL, THENCE 0.5 MILE NORTH ALONG A FENCE,
 PT0238'THENCE 0.45 MILE NORTHEAST ACROSS A PASTURE, AT THE HIGHEST POINT
 PT0238'OF A RIDGE, 0.2 MILE EAST OF A NORTH AND SOUTH FENCE, 8 FEET
 PT0238'NORTH OF A WITNESS POST, 25 FEET NORTHEAST OF THE CENTER LINE OF
 PT0238'A TRAIL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 PT0238'ABOVE THE GROUND.
 PT0238
 PT0238                          STATION RECOVERY (1963)
 PT0238
 PT0238'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT0238'STATION MARK NOT STAMPED.  ALL MARKERS FOUND AS DESCRIBED IN
 PT0238'GOOD CONDITION.
 PT0238
 PT0238                          STATION RECOVERY (1977)
 PT0238
 PT0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PT0238'THE UNDERGROUND STATION MARK AND REFERENCE MARK NO. 2 WERE
 PT0238'RECOVERED IN GOOD CONDITION, BUT A DIFFERENCE OF 0.015 METERS
 PT0238'IN DISTANCE AND 13 MINUTES IN DIRECTION WAS FOUND TO THE REFERENCE
 PT0238'MARK.  THE SURFACE STATION MARK WAS FOUND DESTROYED, THE CAP FOR
 PT0238'THE TOP OF THE PIPE WAS NOT RECOVERED, THE DISTANCE OF THE CENTER
 PT0238'OF THE PIPE TO REFERENCE MARK NO. 2 DIFFERED BY 0.020 METERS.
 PT0238'REFERENCE MARK NO. 1 WAS AT THE EDGE OF A CULTIVATED FIELD AND
 PT0238'WAS REMOVED DURING CONSTRUCTION OF AN EARTHEN DAM.  THE AZIMUTH
 PT0238'MARK WAS RECOVERED IN POOR CONDITION PROJECTING 20-INCHES,
 PT0238'THE EARTH HAD ERODED AWAY FROM THE MARK DUE TO CATTLE TRAFFIC.  THE
 PT0238'UNDERGROUND STATION MARK WAS LEFT INTACT AS FOUND, AND A NEW
 PT0238'SURFACE STATION MARK WAS PLUMBED OVER IT, REFERENCE MARK NO.
 PT0238'3 AND A NEW AZIMUTH MARK WERE SET.  THE DISKS WERE REMOVED FROM
 PT0238'REFERENCE MARK NO. 1 AND THE 1948 AZIMUTH MARK AT THIS TIME.
 PT0238'
 PT0238'A NEW DESCRIPTION FOLLOWS--
 PT0238'
 PT0238'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF PIERRE ON A HIGH
 PT0238'HILL LOCALLY KNOWN AS BROWN HILL.  THE EAST SIDE OF THE HILL IS IN
 PT0238'PASTURE AND THE WEST SIDE IS UNDER CULTIVATION.  AN EARTHEN
 PT0238'RESERVOIR FOR IRRIGATION WATER IS JUST WEST OF THE STATION.
 PT0238'
 PT0238'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 83
 PT0238'0.2 MILE SOUTHWEST OF THE BRIDGE OVER THE MISSOURI RIVER BETWEEN
 PT0238'PIERRE AND FORT PIERRE, GO WESTERLY ON HIGHWAY 14 FOR 3.0 MILES TO
 PT0238'A SIDE ROAD ON THE RIGHT JUST WEST OF A STATE HIGHWAY GRAVEL
 PT0238'STOCKPILE, TURN RIGHT AND FOLLOW THE GRAVELED ROAD NORTHWESTERLY 1.3
 PT0238'MILES TO A TRACK ROAD ON THE RIGHT, (JUST BEFORE ROAD TURNS FROM
 PT0238'NORTH TO WEST) (THE STATION IS TO THE NORTH 2.3 MILES) TURN
 PT0238'RIGHT AND FOLLOW THE TRACK ROAD NORTHEAST 0.25 MILE TO A CORRAL
 PT0238'AND AN OLD FARMSTEAD, PASS ALONG THE WEST SIDE OF THE CORRAL AND GO
 PT0238'NORTH ON THE TRAIL ALONG THE WEST SIDE OF FENCE 1.35 MILES TO A
 PT0238'POWER LINE TOWER AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 PT0238'CONTINUE NORTH ON THE TRAIL 0.7 MILE TO THE TOP OF THE HILL AND
 PT0238'THE STATION AS DESCRIBED.
 PT0238'
 PT0238'THE UNDERGROUND STATION MARK IS THE ORIGINAL 1889 SQUARE TILE WITH A
 PT0238'1/4-INCH HOLE IN THE CENTER AND MARKED WITH A TRIANGLE AND THE
 PT0238'LETTERS U S.  THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 PT0238'BROWN HILL MORC 1889 1977, SET IN THE TOP OF A ROUND CONCRETE
 PT0238'MONUMENT WHICH PROJECTS 4-INCHES.  IT IS 25 FEET EAST OF THE EAST
 PT0238'EDGE OF THE RESERVOIR, 21 FEET EAST OF THE FENCE, AND 2.5 FEET
 PT0238'NORTHEAST OF A METAL WITNESS POST.
 PT0238'
 PT0238'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BROWN HILL MORC NO 2
 PT0238'1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PT0238'10-INCHES.  IT IS 16 FEET EAST OF THE EAST EDGE OF THE RESERVOIR,
 PT0238'14 FEET EAST OF THE FENCE, AND 2.7 FEET SOUTHEAST OF A METAL
 PT0238'WITNESS POST.
 PT0238'
 PT0238'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BROWN HILL MORC
 PT0238'1889 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 PT0238'PROJECTS 1-INCH.  IT IS 45 FEET SOUTHEAST OF THE EDGE OF THE
 PT0238'RESERVOIR, 25 FEET EAST OF THE FENCE, AND 2.0 FEET NORTHWEST OF A
 PT0238'METAL WITNESS POST.
 PT0238'
 PT0238'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROWN HILL MORC 1889
 PT0238'1977, SET IN A DRILLED HOLE IN THE TOP OF THE ROUND CONCRETE BASE
 PT0238'FOR THE NORTHWEST LEG OF AN ELECTRIC POWER TRANSMISSION LINE
 PT0238'TOWER.  IT IS 87 FEET EAST OF THE CENTER OF THE TRACK ROAD, AND
 PT0238'78 FEET EAST OF A FENCE, AND IS 26-INCHES ABOVE GROUND LEVEL.
 PT0238'
 PT0238'THE STATION IS ON PROPERTY OF MR. RAYMOND MCARTHUR, 105 EUCLID,
 PT0238'PIERRE, SOUTH DAKOTA, 57501.
 PT0238'
 PT0238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 PT0238'NW OF PIERRE.
 PT0238
 PT0238                          STATION RECOVERY (1981)
 PT0238
 PT0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0238'THE STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION AS
 PT0238'DESCRIBED IN THE 1977 DESCRIPTIVE TEXT.  THE STATION WAS NOT OCCUPIED
 PT0238'AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0236 ***********************************************************************
 PT0236  DESIGNATION -  BROWN HILL AZ MK
 PT0236  PID         -  PT0236
 PT0236  STATE/COUNTY-  SD/STANLEY
 PT0236  COUNTRY     -  US
 PT0236  USGS QUAD   -  OAHE DAM (2017)
 PT0236
 PT0236                         *CURRENT SURVEY CONTROL
 PT0236  ______________________________________________________________________
 PT0236* NAD 83(1986) POSITION- 44 24 55.     (N) 100 26 30.     (W)   SCALED
 PT0236* NAVD 88 ORTHO HEIGHT -   549.462 (meters)     1802.69  (feet) ADJUSTED
 PT0236  ______________________________________________________________________
 PT0236  GEOID HEIGHT    -        -23.227 (meters)                     GEOID18
 PT0236  DYNAMIC HEIGHT  -        549.349 (meters)     1802.32  (feet) COMP
 PT0236  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 PT0236
 PT0236  VERT ORDER      -  FIRST     CLASS II
 PT0236
 PT0236.The horizontal coordinates were scaled from a map and have
 PT0236.an estimated accuracy of +/- 6 seconds.
 PT0236
 PT0236.The orthometric height was determined by differential leveling and
 PT0236.adjusted by the NATIONAL GEODETIC SURVEY
 PT0236.in June 1991.
 PT0236
 PT0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0236.GEOID18 height accuracy estimate available here.
 PT0236
 PT0236.Click photographs - Photos may exist for this station.
 PT0236
 PT0236.The dynamic height is computed by dividing the NAVD 88
 PT0236.geopotential number by the normal gravity value computed on the
 PT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0236.degrees latitude (g = 980.6199 gals.).
 PT0236
 PT0236.The modeled gravity was interpolated from observed gravity values.
 PT0236
 PT0236;                    North         East    Units  Estimated Accuracy
 PT0236;SPC SD S     -   231,300.      591,370.      MT  (+/- 180 meters Scaled)
 PT0236
 PT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852190(NAD 83)
 PT0236
 PT0236                          SUPERSEDED SURVEY CONTROL
 PT0236
 PT0236  NGVD 29 (??/??/92)  549.076  (m)         1801.43   (f) ADJ UNCH    1 2
 PT0236
 PT0236.Superseded values are not recommended for survey control.
 PT0236
 PT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0236.See file dsdata.pdf to determine how the superseded data were derived.
 PT0236
 PT0236_MARKER: DZ = AZIMUTH MARK DISK
 PT0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0236_STAMPING: BROWNHILL MORC 1948
 PT0236_MARK LOGO: CGS
 PT0236_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0236+STABILITY: SURFACE MOTION
 PT0236
 PT0236  HISTORY     - Date     Condition        Report By
 PT0236  HISTORY     - 1948     MONUMENTED       CGS
 PT0236  HISTORY     - 1951     GOOD             CGS
 PT0236
 PT0236                          STATION DESCRIPTION
 PT0236
 PT0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0236'6.3 MI NW FROM FORT PIERRE.
 PT0236'5.0 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0236'AT FORT PIERRE, THENCE 0.15 MILE EAST ALONG A PRIVATE ROAD, THENCE
 PT0236'1.15 MILES NORTHWEST ALONG A TRACK ROAD, 1.0 MILE NORTHWEST OF
 PT0236'A FARMHOUSE, 12 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD
 PT0236'AND A WIRE GATE, 1 FOOT SOUTH OF A FENCE, 1.2 MILES SOUTHEAST OF
 PT0236'TRIANGULATION STATION BROWNHILL, SET IN THE TOP OF A CONCRETE POST
 PT0236'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0237 ***********************************************************************
 PT0237  DESIGNATION -  BROWN HILL RM 1
 PT0237  PID         -  PT0237
 PT0237  STATE/COUNTY-  SD/STANLEY
 PT0237  COUNTRY     -  US
 PT0237  USGS QUAD   -  OAHE DAM (2017)
 PT0237
 PT0237                         *CURRENT SURVEY CONTROL
 PT0237  ______________________________________________________________________
 PT0237* NAD 83(1986) POSITION- 44 25 42.05   (N) 100 27 26.18   (W)   HD_HELD1
 PT0237* NAVD 88 ORTHO HEIGHT -   574.391 (meters)     1884.48  (feet) ADJUSTED
 PT0237  ______________________________________________________________________
 PT0237  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 PT0237  DYNAMIC HEIGHT  -        574.274 (meters)     1884.10  (feet) COMP
 PT0237  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 PT0237
 PT0237  VERT ORDER      -  FIRST     CLASS II
 PT0237
 PT0237.The horizontal coordinates were determined by differentially corrected
 PT0237.hand held GPS observations or other comparable positioning techniques
 PT0237.and have an estimated accuracy of +/- 3 meters.
 PT0237
 PT0237.The orthometric height was determined by differential leveling and
 PT0237.adjusted by the NATIONAL GEODETIC SURVEY
 PT0237.in June 1991.
 PT0237
 PT0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0237.GEOID18 height accuracy estimate available here.
 PT0237
 PT0237.Click photographs - Photos may exist for this station.
 PT0237
 PT0237.The dynamic height is computed by dividing the NAVD 88
 PT0237.geopotential number by the normal gravity value computed on the
 PT0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0237.degrees latitude (g = 980.6199 gals.).
 PT0237
 PT0237.The modeled gravity was interpolated from observed gravity values.
 PT0237
 PT0237;                    North         East    Units  Estimated Accuracy
 PT0237;SPC SD S     -   232,756.9     590,131.1     MT  (+/- 3 meters HH1 GPS) 
 PT0237
 PT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8400820482(NAD 83)
 PT0237
 PT0237                          SUPERSEDED SURVEY CONTROL
 PT0237
 PT0237  NGVD 29 (??/??/92)  574.007  (m)         1883.22   (f) ADJ UNCH    1 2
 PT0237
 PT0237.Superseded values are not recommended for survey control.
 PT0237
 PT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0237.See file dsdata.pdf to determine how the superseded data were derived.
 PT0237
 PT0237_MARKER: DR = REFERENCE MARK DISK
 PT0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0237_STAMPING: BROWN HILL MORC NO 1 1948
 PT0237_MARK LOGO: CGS
 PT0237_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0237+STABILITY: SURFACE MOTION
 PT0237
 PT0237  HISTORY     - Date     Condition        Report By
 PT0237  HISTORY     - 1948     MONUMENTED       CGS
 PT0237  HISTORY     - 1951     GOOD             CGS
 PT0237
 PT0237                          STATION DESCRIPTION
 PT0237
 PT0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0237'8.8 MI NW FROM FORT PIERRE.
 PT0237'6.3 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0237'AT FORT PIERRE, THENCE 1.0 MILE NORTH ALONG A TRAIL, THENCE
 PT0237'0.5 MILE EAST ALONG A TRAIL, THENCE 0.5 MILE NORTH ALONG A FENCE,
 PT0237'THENCE 0.45 MILE NORTHEAST ACROSS A PASTURE, AT THE HIGHEST POINT
 PT0237'OF A RIDGE, 56.6 FEET SOUTHWEST OF TRIANGULATION STATION BROWNHILL,
 PT0237'28 FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL, SET IN THE TOP
 PT0237'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0239 ***********************************************************************
 PT0239  DESIGNATION -  BROWN HILL RM 2
 PT0239  PID         -  PT0239
 PT0239  STATE/COUNTY-  SD/STANLEY
 PT0239  COUNTRY     -  US
 PT0239  USGS QUAD   -  OAHE DAM (2017)
 PT0239
 PT0239                         *CURRENT SURVEY CONTROL
 PT0239  ______________________________________________________________________
 PT0239* NAD 83(1986) POSITION- 44 25 42.64   (N) 100 27 25.86   (W)   HD_HELD1
 PT0239* NAVD 88 ORTHO HEIGHT -   575.296 (meters)     1887.45  (feet) ADJUSTED
 PT0239  ______________________________________________________________________
 PT0239  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 PT0239  DYNAMIC HEIGHT  -        575.180 (meters)     1887.07  (feet) COMP
 PT0239  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 PT0239
 PT0239  VERT ORDER      -  FIRST     CLASS II
 PT0239
 PT0239.The horizontal coordinates were determined by differentially corrected
 PT0239.hand held GPS observations or other comparable positioning techniques
 PT0239.and have an estimated accuracy of +/- 3 meters.
 PT0239
 PT0239.The orthometric height was determined by differential leveling and
 PT0239.adjusted by the NATIONAL GEODETIC SURVEY
 PT0239.in June 1991.
 PT0239
 PT0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0239.GEOID18 height accuracy estimate available here.
 PT0239
 PT0239.Click photographs - Photos may exist for this station.
 PT0239
 PT0239.The dynamic height is computed by dividing the NAVD 88
 PT0239.geopotential number by the normal gravity value computed on the
 PT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0239.degrees latitude (g = 980.6199 gals.).
 PT0239
 PT0239.The modeled gravity was interpolated from observed gravity values.
 PT0239
 PT0239;                    North         East    Units  Estimated Accuracy
 PT0239;SPC SD S     -   232,775.1     590,138.2     MT  (+/- 3 meters HH1 GPS) 
 PT0239
 PT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8401520500(NAD 83)
 PT0239
 PT0239                          SUPERSEDED SURVEY CONTROL
 PT0239
 PT0239  NGVD 29 (??/??/92)  574.912  (m)         1886.19   (f) ADJ UNCH    1 2
 PT0239
 PT0239.Superseded values are not recommended for survey control.
 PT0239
 PT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0239.See file dsdata.pdf to determine how the superseded data were derived.
 PT0239
 PT0239_MARKER: DR = REFERENCE MARK DISK
 PT0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0239_STAMPING: BROWNHILL MORC NO 2 1948
 PT0239_MARK LOGO: CGS
 PT0239_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0239+STABILITY: SURFACE MOTION
 PT0239
 PT0239  HISTORY     - Date     Condition        Report By
 PT0239  HISTORY     - 1948     MONUMENTED       CGS
 PT0239  HISTORY     - 1951     GOOD             CGS
 PT0239  HISTORY     - 1981     GOOD             NGS
 PT0239
 PT0239                          STATION DESCRIPTION
 PT0239
 PT0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0239'8.8 MI NW FROM FORT PIERRE.
 PT0239'6.3 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0239'AT FORT PIERRE, THENCE 1.0 MILE NORTH ALONG A TRAIL, THENCE 0.5
 PT0239'MILE EAST ALONG A TRAIL, THENCE 0.5 MILE NORTH ALONG A FENCE,
 PT0239'THENCE 0.45 MILE NORTHEAST ACROSS A PASTURE, AT THE HIGHEST POINT
 PT0239'OF A RIDGE, 0.2 MILE EAST OF A NORTH AND SOUTH FENCE, 53 FEET
 PT0239'NORTHWEST OF TRIANGULATION STATION BROWNHILL, 15 FEET NORTHEAST
 PT0239'OF THE CENTER LINE OF A TRAIL, SET IN THE TOP OF A CONCRETE POST
 PT0239'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 PT0239
 PT0239                          STATION RECOVERY (1981)
 PT0239
 PT0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0593 ***********************************************************************
 QQ0593  DESIGNATION -  BROWN VALLEY NW BASE
 QQ0593  PID         -  QQ0593
 QQ0593  STATE/COUNTY-  SD/ROBERTS
 QQ0593  COUNTRY     -  US
 QQ0593  USGS QUAD   -  PEEVER (2017)
 QQ0593
 QQ0593                         *CURRENT SURVEY CONTROL
 QQ0593  ______________________________________________________________________
 QQ0593* NAD 83(1996) POSITION- 45 36 27.07502(N) 096 54 03.43922(W)   ADJUSTED
 QQ0593* NAVD 88 ORTHO HEIGHT -   355.6   (meters)     1167.    (feet) VERTCON3
 QQ0593  ______________________________________________________________________
 QQ0593  GEOID HEIGHT    -        -25.901 (meters)                     GEOID18
 QQ0593  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 QQ0593  HORZ ORDER      -  FIRST
 QQ0593
 QQ0593.The horizontal coordinates were established by classical geodetic methods
 QQ0593.and adjusted by the National Geodetic Survey in January 1998.
 QQ0593
 QQ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0593
 QQ0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0593.GEOID18 height accuracy estimate available here.
 QQ0593
 QQ0593.Click photographs - Photos may exist for this station.
 QQ0593
 QQ0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0593
 QQ0593. The following values were computed from the NAD 83(1996) position.
 QQ0593
 QQ0593;                    North         East     Units Scale Factor Converg.
 QQ0593;SPC SD N     -   201,784.593   841,691.521   MT  0.99998625   +2 11 35.9
 QQ0593;SPC SD N     -   662,021.62  2,761,449.60   sFT  0.99998625   +2 11 35.9
 QQ0593;SPC SD N     -   662,021.62  2,761,449.60   sFT  0.99998625   +2 11 35.9
 QQ0593;SPC MN S     -   393,762.532   573,721.748   MT  1.00010895   -2 02 00.1
 QQ0593;SPC MN S     - 1,291,869.24  1,882,285.43   sFT  1.00010895   -2 02 00.1
 QQ0593;SPC SD N     -   201,784.593   841,691.521   MT  0.99998625   +2 11 35.9
 QQ0593;UTM  14      - 5,052,584.754   663,678.497   MT  0.99992939   +1 30 00.8
 QQ0593
 QQ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0593!SPC SD N     -   0.99994831  x   0.99998625  =   0.99993456
 QQ0593!SPC MN S     -   0.99994831  x   1.00010895  =   1.00005725
 QQ0593!SPC SD N     -   0.99994831  x   0.99998625  =   0.99993456
 QQ0593!UTM  14      -   0.99994831  x   0.99992939  =   0.99987770
 QQ0593
 QQ0593:                Primary Azimuth Mark                     Grid Az
 QQ0593:SPC SD N     -  BROWN VALLEY NW BASE AZ MK               020 04 02.5
 QQ0593:SPC MN S     -  BROWN VALLEY NW BASE AZ MK               024 17 38.5
 QQ0593:SPC SD N     -  BROWN VALLEY NW BASE AZ MK               020 04 02.5
 QQ0593:UTM  14      -  BROWN VALLEY NW BASE AZ MK               020 45 37.6
 QQ0593
 QQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6367852584(NAD 83)
 QQ0593
 QQ0593|---------------------------------------------------------------------|
 QQ0593| PID    Reference Object                     Distance      Geod. Az  |
 QQ0593|                                                           dddmmss.s |
 QQ0593| CO7881 BROWN VALLEY NW BASE AZ MK                         0221538.4 |
 QQ0593| CO7884 BROWN VALLEY NW BASE RM 3                          03852     |
 QQ0593| QQ0595 INDIAN CHURCH SPIRE                 APPROX. 2.7 KM 0474746.0 |
 QQ0593| QQ0589 BROWNS VALLEY WATER TOWER           APPROX. 5.6 KM 1045739.6 |
 QQ0593| QQ0591 BROWNS VALLEY LARGE BLDG SPIRE      APPROX. 5.8 KM 1062431.1 |
 QQ0593| QQ0592 BROWNS VALLEY WHITE SPIRE           APPROX. 5.7 KM 1064546.3 |
 QQ0593| QQ0585 BEARDSLEY MUNICIPAL TANK            APPROX.15.6 KM 1102039.4 |
 QQ0593| QQ0586 BEARDSLEY SQ DECORATED SPIRE        APPROX.16.0 KM 1115822.3 |
 QQ0593| CO7883 BROWN VALLEY NW BASE RM 2                          35748     |
 QQ0593| CO7882 BROWN VALLEY NW BASE RM                            35928     |
 QQ0593|---------------------------------------------------------------------|
 QQ0593
 QQ0593                          SUPERSEDED SURVEY CONTROL
 QQ0593
 QQ0593  NAD 83(1986)-  45 36 27.07524(N)    096 54 03.42797(W) AD(       ) 1
 QQ0593  NAD 27      -  45 36 27.21700(N)    096 54 02.15200(W) AD(       ) 1
 QQ0593  USSD        -  45 36 27.37700(N)    096 54 02.57800(W) AD(       ) 3
 QQ0593  NGVD 29 (07/19/86)  355.4    (m)         1166.     (f) VERT ANG       
 QQ0593
 QQ0593.Superseded values are not recommended for survey control.
 QQ0593
 QQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0593.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0593
 QQ0593_MARKER: B = BOLT
 QQ0593_SP_SET: STONE BLOCK
 QQ0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0593
 QQ0593  HISTORY     - Date     Condition        Report By
 QQ0593  HISTORY     - 1903     MONUMENTED       CGS
 QQ0593  HISTORY     - 1935     GOOD             CGS
 QQ0593  HISTORY     - 1962     GOOD             USGS
 QQ0593  HISTORY     - 1964     GOOD             SDHD
 QQ0593  HISTORY     - 1975     GOOD             NGS
 QQ0593
 QQ0593                          STATION DESCRIPTION
 QQ0593
 QQ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QQ0593'IN SISSETON INDIAN RESERVATION, ABOUT 3 MILES WEST AND 1 MILE NORTH
 QQ0593'OF BROWNS VALLEY, MINN., IN NE 1/4 SE 1/4 SEC. 15, T. 125 N., R.
 QQ0593'50 W. OF THE FIFTH PRINCIPAL MERIDIAN, IN OPEN PRAIRIE LAND OWNED
 QQ0593'BY GEORGE CLOUD AND OCCUPIED BY LEONARD NIGG, ABOUT ONE-FOURTH
 QQ0593'MILE WEST OF EAST SECTION LINE, 415 METERS (1362 FEET) FROM
 QQ0593'NORTHEAST CORNER OF QUARTER SECTION, 142.88 METERS (468.8 FEET)
 QQ0593'SOUTH OF EAST-AND-WEST CENTER LINE OF SECTION, ABOUT 125
 QQ0593'YARDS SOUTHWEST OF SMALL LONE HOUSE, AND 25 YARDS EAST OF LINE
 QQ0593'DIVIDING PRAIRIE FROM CULTIVATED FIELD.  MARKED BY DRILL HOLE
 QQ0593'IN 5/8-INCH COPPER BOLT SET IN 2-FOOT SQUARE GRANITE BLOCK EMBEDDED
 QQ0593'IN CONCRETE BASE 4 FEET SQUARE AND FLUSH WITH SURFACE OF
 QQ0593'GROUND.  REFERENCE MARK IS NAIL IN TERRA-COTTA PIPE FILLED WITH
 QQ0593'AND SET IN CONCRETE, 3 INCHES BELOW SURFACE OF GROUND,
 QQ0593'ON EAST-AND-WEST HALF-SECTION LINE, 20 FEET NORTH OF
 QQ0593'LITTLE-USED TRAIL, AND 142.88 METERS (468.8 FEET) FROM
 QQ0593'STATION N 00 DEG 31 MIN W.  FOLLOWING
 QQ0593'DISTANCES AND BEARINGS ARE FROM STATION--JOE SEVEN BROTHERS
 QQ0593'HOUSE (OCCUPIED BY WIDOW), STOVEPIPE, ABOUT 975 YARDS, S 35 DEG
 QQ0593'01 MIN W.  MRS. NIGGS HOUSE (SMALLER AND OLDER ONE OF TWO
 QQ0593'HOUSES AT NORTHEAST CORNER OF SECTION), CHIMNEY, ABOUT 1550
 QQ0593'YARDS, N 11 DEG 34 MIN E.  AND LENA NELSONS HOUSE, WEST GABLE,
 QQ0593'ABOUT 2,400 YARDS, S 77 DEG 04 MIN E.
 QQ0593
 QQ0593                          STATION RECOVERY (1962)
 QQ0593
 QQ0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QQ0593'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QQ0593
 QQ0593                          STATION RECOVERY (1964)
 QQ0593
 QQ0593'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1964 (DWH)
 QQ0593'STATION IN GOOD CONDITION.
 QQ0593'
 QQ0593'MONUMENT IS NOW BELOW SURFACE OF GROUND 0.2 FT WITH ROCKS SURROUNDING
 QQ0593'THE ENTIRE MARKER.  THE LONE HOUSE 125 YARDS N. E. IS NOT PRESENT.
 QQ0593'
 QQ0593'PRESENT LANDOWNER--MRS. EVERRET HISGUN
 QQ0593'
 QQ0593'PEAVER, SO DAK.
 QQ0593
 QQ0593                          STATION RECOVERY (1975)
 QQ0593
 QQ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QQ0593'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 QQ0593'CONDITION.  REFERENCE MARKS NO. 2 AND NO. 3, AND AN AZIMUTH MARK
 QQ0593'WERE SET AT THIS TIME.
 QQ0593'
 QQ0593'A NEW DESCRIPTION FOLLOWS--
 QQ0593'
 QQ0593'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF SISSETON, 5
 QQ0593'MILES NORTHEAST OF PEEVER, AND 4 MILES WEST-NORTHWEST OF BROWN
 QQ0593'VALLEY, IN THE NE 1/4 OF THE SE 1/4 OF SEC 15, T 125 N, R 50 W, ON
 QQ0593'INDIAN OWNED LAND IN THE SISSETON INDIAN RESERVATION, AND FARMED
 QQ0593'BY MR. LYNN NIGG OF BROWN VALLEY.
 QQ0593'
 QQ0593'TO REACH THE STATION FROM THE POST OFFICE IN BROWN VALLEY, GO
 QQ0593'WEST AND NORTHWEST ON MINNESOTA STATE HIGHWAY 27 AND SOUTH DAKOTA
 QQ0593'STATE HIGHWAY 10 FOR 2.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 QQ0593'GO WEST ON COUNTY ROAD 33 FOR 1.5 MILES TO A CROSSROAD AND THE
 QQ0593'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, TURN LEFT AND GO SOUTH ON
 QQ0593'THE GRAVELED ROAD 0.55 MILE TO A TRACK FIELD ROAD ON THE RIGHT,
 QQ0593'TURN RIGHT AND FOLLOW THE TRACK ROAD WEST TO THE NORTHWEST
 QQ0593'CORNER OF HAY LAND AT A ROCK PILE AND REFERENCE MARKS NO. 2 AND
 QQ0593'1903 AS DESCRIBED.  (0.25 MILE WEST ALONG TRACK ROAD TO
 QQ0593'ROCKPILE).
 QQ0593'
 QQ0593'THE STATION IS MARKED BY A DRILL HOLE IN A 5/8-INCH COPPER BOLT
 QQ0593'SET IN THE TOP OF A 2-FOOT SQUARE GRANITE BLOCK EMBEDDED IN A
 QQ0593'CONCRETE BASE 4-FEET SQUARE AND 0.5 FOOT BELOW GROUND LEVEL.  IT IS
 QQ0593'IN THE CENTER OF A SMALL CIRCLE OF ROCKS, 470 FEET SOUTH OF THE
 QQ0593'APPROXIMATE EAST-WEST 1/4 SECTION LINE, 70 FEET EAST OF THE
 QQ0593'NORTH-SOUTH FIELD SEPERATION LINE, AND 3.0 FEET EAST OF A METAL
 QQ0593'WITNESS POST.
 QQ0593'
 QQ0593'REFERENCE MARK 1903 IS A NAIL IN THE TOP CENTER OF A TERRA-COTTA
 QQ0593'PIPE FILLED WITH AND SET IN CONCRETE.  IT IS ON THE
 QQ0593'EAST-WEST 1/2-SECTION LINE, AT THE EAST EDGE OF A ROCK PILE, 52
 QQ0593'FEET EAST OF THE NORTH-SOUTH FIELD SEPARATION LINE, AND 14.5 FEET
 QQ0593'EAST OF A METAL WITNESS POST.  THE MARK IS 1-1/2 FEET BELOW
 QQ0593'GROUND SURFACE.
 QQ0593'
 QQ0593'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BROWN VALLEY 1903
 QQ0593'NW BASE NO 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 QQ0593'PROJECTS 2-INCHES.  IT IS IN THE CENTER OF A ROCK PILE, 38 FEET
 QQ0593'EAST OF THE NORTH-SOUTH FIELD SEPERATION LINE, 5 FEET SOUTH OF THE
 QQ0593'APPROXIMATE EAST-WEST 1/4 SECTION LINE, AND 1.6 FEET SOUTH OF A
 QQ0593'METAL WITNESS POST.
 QQ0593'
 QQ0593'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BROWN VALLEY 1903
 QQ0593'NW BASE NO 3 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QQ0593'WHICH PROJECTS 4-INCHES.  IT IS 288 FEET EAST OF THE NORTH-SOUTH
 QQ0593'FIELD SEPERATION LINE, 176 FEET SOUTH OF THE EAST-WEST GRASS LINE,
 QQ0593'125 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 1.7 FEET WEST OF
 QQ0593'A METAL WITNESS POST, AND AT THE SOUTHWEST EDGE OF A ROCK PILE.
 QQ0593'
 QQ0593'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BROWN
 QQ0593'VALLEY 1903 NW BASE AZ 1975, SET IN THE TOP OF A ROUND CONCRETE
 QQ0593'MONUMENT FLUSH WITH THE GROUND.  IT IS 73 FEET NORTH OF THE CENTER
 QQ0593'OF COUNTY ROAD 33, 33 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 QQ0593'ROAD, 4 FEET EAST-SOUTHEAST OF A FENCE CORNER, AND 1.5 FEET SOUTH
 QQ0593'OF A METAL WITNESS POST AND FENCE.
 QQ0593'
 QQ0593'NOTE--INFORMATION OF LAND OWNERSHIP AND FARM OPERATOR CAN BE
 QQ0593'OBTAINED FROM THE OFFICE OF BUREAU OF INDIAN AFFAIRS AT SISSETON.
 QQ0593'
 QQ0593'NOTE--THE INTERSECTION STATION, BEARDSLEY MUNICIPAL WATER TANK
 QQ0593'1903, WILL BE DESTROYED IN 1977.  THE PRESENT WOODEN TANK WILL BE
 QQ0593'REMOVED AND A NEW STEEL TANK REPLACED ON THE SAME 4-LEGGED STEEL
 QQ0593'STRUCTURE.
 QQ0593'
 QQ0593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0593'ABOUT 4 MILES WNW OF BROWN VALLEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1845 ***********************************************************************
 NM1845  DESIGNATION -  BRULE
 NM1845  PID         -  NM1845
 NM1845  STATE/COUNTY-  SD/UNION
 NM1845  COUNTRY     -  US
 NM1845  USGS QUAD   -  VERMILLION SE (2017)
 NM1845
 NM1845                         *CURRENT SURVEY CONTROL
 NM1845  ______________________________________________________________________
 NM1845* NAD 83(1996) POSITION- 42 49 28.58759(N) 096 47 09.18254(W)   ADJUSTED
 NM1845* NAVD 88 ORTHO HEIGHT -   374.    (meters)     1227.    (feet) SCALED
 NM1845  ______________________________________________________________________
 NM1845  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 NM1845  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 NM1845  HORZ ORDER      -  THIRD
 NM1845
 NM1845.The horizontal coordinates were established by classical geodetic methods
 NM1845.and adjusted by the National Geodetic Survey in January 1998.
 NM1845
 NM1845.The orthometric height was scaled from a topographic map.
 NM1845
 NM1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1845.GEOID18 height accuracy estimate available here.
 NM1845
 NM1845.Click photographs - Photos may exist for this station.
 NM1845
 NM1845.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1845
 NM1845. The following values were computed from the NAD 83(1996) position.
 NM1845
 NM1845;                    North         East     Units Scale Factor Converg.
 NM1845;SPC SD S     -    60,771.057   889,996.254   MT  1.00000208   +2 26 50.0
 NM1845;SPC SD S     -   199,379.71  2,919,929.38   sFT  1.00000208   +2 26 50.0
 NM1845;UTM  14      - 4,743,715.771   680,984.901   MT  1.00000299   +1 30 19.7
 NM1845
 NM1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1845!SPC SD S     -   0.99994532  x   1.00000208  =   0.99994740
 NM1845!UTM  14      -   0.99994532  x   1.00000299  =   0.99994831
 NM1845
 NM1845:                Primary Azimuth Mark                     Grid Az
 NM1845:SPC SD S     -  BRULE AZ MK                              357 24 42.1
 NM1845:UTM  14      -  BRULE AZ MK                              358 21 12.4
 NM1845
 NM1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8098443715(NAD 83)
 NM1845
 NM1845|---------------------------------------------------------------------|
 NM1845| PID    Reference Object                     Distance      Geod. Az  |
 NM1845|                                                           dddmmss.s |
 NM1845| CO2353 BRULE RM 1                           28.542 METERS 00222     |
 NM1845| CO2354 BRULE RM 2                           27.990 METERS 17706     |
 NM1845| CO2352 BRULE AZ MK                                        3595132.1 |
 NM1845|---------------------------------------------------------------------|
 NM1845
 NM1845                          SUPERSEDED SURVEY CONTROL
 NM1845
 NM1845  NAD 83(1995)-  42 49 28.58788(N)    096 47 09.18183(W) AD(       ) 3
 NM1845  NAD 83(1986)-  42 49 28.59189(N)    096 47 09.17328(W) AD(       ) 3
 NM1845  NAD 27      -  42 49 28.60400(N)    096 47 08.01800(W) AD(       ) 3
 NM1845
 NM1845.Superseded values are not recommended for survey control.
 NM1845
 NM1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1845.See file dsdata.pdf to determine how the superseded data were derived.
 NM1845
 NM1845_MARKER: DS = TRIANGULATION STATION DISK
 NM1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1845_STAMPING: BRULE 1949
 NM1845_MARK LOGO: CGS
 NM1845_PROJECTION: FLUSH
 NM1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1845+STABILITY: SURFACE MOTION
 NM1845
 NM1845  HISTORY     - Date     Condition        Report By
 NM1845  HISTORY     - 1949     MONUMENTED       CGS
 NM1845
 NM1845                          STATION DESCRIPTION
 NM1845
 NM1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1845'THE STATION IS LOCATED ABOUT 7.0 MILES EAST AND 3.0 MILES
 NM1845'NORTH OF VERMILLION, 2.5 MILES SOUTHWEST OF BRULE CREEK, ALONG
 NM1845'THE EAST SIDE OF U.S. HIGHWAY 77.  IT IS 112 FEET NORTH OF A
 NM1845'POWERLINE POLE WITH A TRIANGLE BLAZE, 45 FEET EAST OF THE
 NM1845'CENTERLINE OF THE HIGHWAY AND 5 FEET WEST OF THE FENCE.  THE
 NM1845'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 NM1845'STAMPED BRULE 1949.
 NM1845'
 NM1845'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE CENTERLINE OF THE
 NM1845'HIGHWAY AND 1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH WITH
 NM1845'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BRULE NO 1
 NM1845'1949.
 NM1845'
 NM1845'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE CENTERLINE OF THE
 NM1845'HIGHWAY, 20 FEET NORTH OF A POWERLINE POLE WITH A TRIANGLE
 NM1845'BLAZE AND 1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE
 NM1845'SURFACE OF THE GROUND AND THE DISK IS STAMPED BRULE NO 2 1949.
 NM1845'
 NM1845'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION, 48 FEET
 NM1845'EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A
 NM1845'POWERLINE POLE AND 1 FOOT WEST OF THE FENCE.  THE MARK IS
 NM1845'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NM1845'BRULE 1949.
 NM1845'
 NM1845'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 NM1845'50 ABOUT 7.0 MILES EAST OF VERMILLION, GO NORTH ON U.S. HIGHWAY
 NM1845'77 FOR 2.55 MILES TO CROSSROADS, CONTINUE NORTH 0.1 MILE TO A
 NM1845'POWERLINE POLE WITH A TRIANGLE BLAZE ON THE RIGHT AND THE
 NM1845'STATION AS DESCRIBED.
 NM1845'
 NM1845'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON HIGHWAY 77
 NM1845'FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NM1845'
 NM1845'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0876 ***********************************************************************
 OR0876  DESIGNATION -  BRULE
 OR0876  PID         -  OR0876
 OR0876  STATE/COUNTY-  SD/LYMAN
 OR0876  COUNTRY     -  US
 OR0876  USGS QUAD   -  OACOMA (2017)
 OR0876
 OR0876                         *CURRENT SURVEY CONTROL
 OR0876  ______________________________________________________________________
 OR0876* NAD 83(1996) POSITION- 43 47 08.67334(N) 099 27 06.30157(W)   ADJUSTED
 OR0876* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 OR0876  ______________________________________________________________________
 OR0876  GEOID HEIGHT    -        -25.655 (meters)                     GEOID18
 OR0876  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 OR0876  HORZ ORDER      -  SECOND
 OR0876
 OR0876.The horizontal coordinates were established by classical geodetic methods
 OR0876.and adjusted by the National Geodetic Survey in January 1998.
 OR0876
 OR0876.The orthometric height was scaled from a topographic map.
 OR0876
 OR0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0876.GEOID18 height accuracy estimate available here.
 OR0876
 OR0876.Click photographs - Photos may exist for this station.
 OR0876
 OR0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0876
 OR0876. The following values were computed from the NAD 83(1996) position.
 OR0876
 OR0876;                    North         East     Units Scale Factor Converg.
 OR0876;SPC SD S     -   161,727.248   670,954.725   MT  0.99991112   +0 36 29.4
 OR0876;SPC SD S     -   530,600.15  2,201,290.63   sFT  0.99991112   +0 36 29.4
 OR0876;UTM  14      - 4,848,175.348   463,651.211   MT  0.99961625   -0 18 45.4
 OR0876
 OR0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0876!SPC SD S     -   0.99991428  x   0.99991112  =   0.99982541
 OR0876!UTM  14      -   0.99991428  x   0.99961625  =   0.99953057
 OR0876
 OR0876:                Primary Azimuth Mark                     Grid Az
 OR0876:SPC SD S     -  CHAMBERLAIN                              086 23 33.1
 OR0876:UTM  14      -  CHAMBERLAIN                              087 18 47.9
 OR0876
 OR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6365148175(NAD 83)
 OR0876
 OR0876|---------------------------------------------------------------------|
 OR0876| PID    Reference Object                     Distance      Geod. Az  |
 OR0876|                                                           dddmmss.s |
 OR0876| OR0867 CHAMBERLAIN                         APPROX.10.5 KM 0870002.5 |
 OR0876|---------------------------------------------------------------------|
 OR0876
 OR0876                          SUPERSEDED SURVEY CONTROL
 OR0876
 OR0876  NAD 83(1986)-  43 47 08.67233(N)    099 27 06.30795(W) AD(       ) 2
 OR0876  NAD 27      -  43 47 08.69000(N)    099 27 04.94100(W) AD(       ) 2
 OR0876  MORC        -  43 47 06.18000(N)    099 27 05.15000(W) AD(       ) 3
 OR0876
 OR0876.Superseded values are not recommended for survey control.
 OR0876
 OR0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0876.See file dsdata.pdf to determine how the superseded data were derived.
 OR0876
 OR0876_MARKER: Z = SEE DESCRIPTION
 OR0876_SETTING: 0 = UNSPECIFIED SETTING
 OR0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0876
 OR0876  HISTORY     - Date     Condition        Report By
 OR0876  HISTORY     - 1889     MONUMENTED       MORC
 OR0876
 OR0876                          STATION DESCRIPTION
 OR0876
 OR0876'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0876'BRULE IS ON RIGHT BANK, ABOUT 1,000 FEET FROM END OF A LONG,
 OR0876'NARROW PLATEAU RUNNING TOWARD RIVER.  2-1/2 MILES SOUTH FROM
 OR0876'BRULE AGENCY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0711 ***********************************************************************
 PS0711  DESIGNATION -  BRULE
 PS0711  PID         -  PS0711
 PS0711  STATE/COUNTY-  SD/LYMAN
 PS0711  COUNTRY     -  US
 PS0711  USGS QUAD   -  LOWER BRULE (2017)
 PS0711
 PS0711                         *CURRENT SURVEY CONTROL
 PS0711  ______________________________________________________________________
 PS0711* NAD 83(1996) POSITION- 44 05 18.93627(N) 099 36 13.75615(W)   ADJUSTED
 PS0711* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 PS0711  ______________________________________________________________________
 PS0711  GEOID HEIGHT    -        -24.630 (meters)                     GEOID18
 PS0711  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 PS0711  HORZ ORDER      -  SECOND
 PS0711
 PS0711.The horizontal coordinates were established by classical geodetic methods
 PS0711.and adjusted by the National Geodetic Survey in January 1998.
 PS0711
 PS0711.The orthometric height was scaled from a topographic map.
 PS0711
 PS0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0711.GEOID18 height accuracy estimate available here.
 PS0711
 PS0711.Click photographs - Photos may exist for this station.
 PS0711
 PS0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0711
 PS0711. The following values were computed from the NAD 83(1996) position.
 PS0711
 PS0711;                    North         East     Units Scale Factor Converg.
 PS0711;SPC SD S     -   195,254.726   658,420.033   MT  0.99994051   +0 30 11.7
 PS0711;SPC SD S     -   640,598.21  2,160,166.39   sFT  0.99994051   +0 30 11.7
 PS0711;UTM  14      - 4,881,890.017   451,661.240   MT  0.99962874   -0 25 12.5
 PS0711
 PS0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0711!SPC SD S     -   0.99991867  x   0.99994051  =   0.99985919
 PS0711!UTM  14      -   0.99991867  x   0.99962874  =   0.99954744
 PS0711
 PS0711:                Primary Azimuth Mark                     Grid Az
 PS0711:SPC SD S     -  BRULE AZ MK                              248 46 23.3
 PS0711:UTM  14      -  BRULE AZ MK                              249 41 47.5
 PS0711
 PS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5166181890(NAD 83)
 PS0711
 PS0711|---------------------------------------------------------------------|
 PS0711| PID    Reference Object                     Distance      Geod. Az  |
 PS0711|                                                           dddmmss.s |
 PS0711| PS0710 LOWER BRULE ST MARYS CATH CH        APPROX. 3.5 KM 1065831.2 |
 PS0711| CO5273 BRULE RM 1                           25.958 METERS 14802     |
 PS0711| CO5272 BRULE AZ MK                                        2491635.0 |
 PS0711| CO5274 BRULE RM 2                           23.768 METERS 27621     |
 PS0711|---------------------------------------------------------------------|
 PS0711
 PS0711                          SUPERSEDED SURVEY CONTROL
 PS0711
 PS0711  NAD 83(1986)-  44 05 18.93423(N)    099 36 13.76184(W) AD(       ) 2
 PS0711  NAD 27      -  44 05 18.97400(N)    099 36 12.36200(W) AD(       ) 2
 PS0711
 PS0711.Superseded values are not recommended for survey control.
 PS0711
 PS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0711.See file dsdata.pdf to determine how the superseded data were derived.
 PS0711
 PS0711_MARKER: DS = TRIANGULATION STATION DISK
 PS0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0711_STAMPING: BRULE 1948
 PS0711_MARK LOGO: CGS
 PS0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0711+STABILITY: SURFACE MOTION
 PS0711
 PS0711  HISTORY     - Date     Condition        Report By
 PS0711  HISTORY     - 1948     MONUMENTED       CGS
 PS0711
 PS0711                          STATION DESCRIPTION
 PS0711
 PS0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0711'THE STATION IS LOCATED ABOUT 2.25 MILES WEST-NORTHWEST OF LOWER
 PS0711'BRULE, NEAR THE SOUTH END OF THE BIG BEND IN THE RIVER AND
 PS0711'ON THE LOWER BRULE INDIAN RESERVATION.  IT IS 104 FEET EAST
 PS0711'OF A TRACK ROAD AND 7 FEET WEST-NORTHWEST OF A WITNESS POST.
 PS0711'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRULE 1948.
 PS0711'
 PS0711'REFERENCE MARK NO. 1 IS 85.16 FEET SOUTHEAST OF THE STATION.
 PS0711'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRULE NO
 PS0711'1 1948.
 PS0711'
 PS0711'REFERENCE MARK NO. 2 IS 77.98 FEET WEST OF THE STATION AND
 PS0711'27 FEET EAST OF THE TRACK ROAD.  THE MARK PROJECTS 6 INCHES
 PS0711'AND THE DISK IS STAMPED BRULE NO 2 1948.
 PS0711'
 PS0711'AZIMUTH MARK IS ABOUT 1.0 MILE WEST-SOUTHWEST OF THE STATION,
 PS0711'100 YARDS EAST OF A WHITE HOUSE, 5 FEET NORTH OF THE NORTH GATE
 PS0711'POST, 2 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT EAST OF
 PS0711'THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PS0711'BRULE 1948.
 PS0711'
 PS0711'TO REACH FROM THE CROSSROADS ON HIGHWAY 16 AT THE SOUTHWEST
 PS0711'EDGE OF RELIANCE, GO NORTH ALONG THE WEST EDGE OF TOWN 1.05
 PS0711'MILE TO A CROSSROAD AT RELIANCE CEMETERY, CONTINUE NORTH ON
 PS0711'GRAVELED ROAD 4.1 MILES TO A T INTERSECTION, TURN RIGHT (EAST)
 PS0711'1.0 MILE TO CROSSROADS, TURN LEFT (NORTH) 9.8 MILES TO A T
 PS0711'INTERSECTION AND SMALL CEMETERY ON THE LEFT, TURN LEFT (WEST)
 PS0711'2.75 MILES TO A FORKS, TAKE RIGHT FORK (TRACK ROAD) 0.4 MILE
 PS0711'TO A WIRE GATE AND FORKS JUST WEST OF GATE, PASS THRU GATE
 PS0711'AND TAKE RIGHT FORK 0.45 MILE TO A GATE ON THE RIGHT ABOUT
 PS0711'100 YARDS EAST OF A WHITE HOUSE, (AZIMUTH MARK NORTH OF
 PS0711'GATE) PASS THRU GATE AND FOLLOW TRACK ROAD SOUTHEAST 0.35
 PS0711'MILE TO FORKS AT HEAD OF RAVINE, TAKE LEFT FORK DOWN RAVINE AND
 PS0711'UP OTHER SIDE FOR 0.5 MILE TO TOP OF RAVINE, CONTINUE ON TRACK
 PS0711'ROAD 0.55 MILE TO FORKS, TAKE LEFT FORK ON MAIN ROAD
 PS0711'ALONG WEST SIDE OF RIDGE, ACROSS SADDLE THEN UP RIDGE TO
 PS0711'SUMMIT A TOTAL DISTANCE OF 0.25 MILE TO A POINT WHERE ROAD
 PS0711'STARTS DOWN NORTH SIDE OF BLUFFS TO SOME LOWER BLUFFS TO
 PS0711'THE NORTH.  THE STATION IS 104 FEET TO THE RIGHT OF THIS
 PS0711'POINT.
 PS0711'
 PS0711'A 47 FOOT SIGNAL AT STEPHAN, CONVENT AND THOMPSON IS V.G.
 PS0711'
 PS0711'A 4 FOOT SIGNAL AT DOT, SOLDIER, INDIAN, BADGER AND MEDICINE
 PS0711'IS V.G.
 PS0711'
 PS0711'A 4 FOOT SIGNAL AT CHANEY AND NECK (MO.R.C) IS V.G.
 PS0711'
 PS0711'A 4 FOOT SIGNAL AT IRON AND TWIN BUTTE IS VISIBLE AT 37 FEET.
 PS0711'
 PS0711'A 47 FOOT SIGNAL AT JOE AND CEDAR RIVER (MO.R.C) IS V.G.
 PS0711'
 PS0711'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0546 ***********************************************************************
 QT0546  DESIGNATION -  BRUSH
 QT0546  PID         -  QT0546
 QT0546  STATE/COUNTY-  SD/HARDING
 QT0546  COUNTRY     -  US
 QT0546  USGS QUAD   -  SADDLE BUTTE (2017)
 QT0546
 QT0546                         *CURRENT SURVEY CONTROL
 QT0546  ______________________________________________________________________
 QT0546* NAD 83(1996) POSITION- 45 35 20.71615(N) 103 41 03.41216(W)   ADJUSTED
 QT0546* NAVD 88 ORTHO HEIGHT -   924.55  (+/-2cm)     3033.3   (feet) VERTCON3
 QT0546  ______________________________________________________________________
 QT0546  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 QT0546  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 QT0546  HORZ ORDER      -  THIRD
 QT0546  VERT ORDER      -  THIRD ? (See Below)
 QT0546
 QT0546.The horizontal coordinates were established by classical geodetic methods
 QT0546.and adjusted by the National Geodetic Survey in January 1998.
 QT0546
 QT0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0546
 QT0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0546.GEOID18 height accuracy estimate available here.
 QT0546
 QT0546.The vertical order pertains to the NGVD 29 superseded value.
 QT0546
 QT0546.Click photographs - Photos may exist for this station.
 QT0546
 QT0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0546
 QT0546. The following values were computed from the NAD 83(1996) position.
 QT0546
 QT0546;                    North         East     Units Scale Factor Converg.
 QT0546;SPC SD N     -   201,650.114   312,602.253   MT  0.99998317   -2 36 27.0
 QT0546;SPC SD N     -   661,580.42  1,025,595.89   sFT  0.99998317   -2 36 27.0
 QT0546;UTM  13      - 5,049,235.819   602,630.499   MT  0.99972950   +0 56 23.8
 QT0546
 QT0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0546!SPC SD N     -   0.99985757  x   0.99998317  =   0.99984074
 QT0546!UTM  13      -   0.99985757  x   0.99972950  =   0.99958711
 QT0546
 QT0546:                Primary Azimuth Mark                     Grid Az
 QT0546:SPC SD N     -  G 32 RESET                               091 03 22.7
 QT0546:UTM  13      -  G 32 RESET                               087 30 31.9
 QT0546
 QT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0263049235(NAD 83)
 QT0546
 QT0546|---------------------------------------------------------------------|
 QT0546| PID    Reference Object                     Distance      Geod. Az  |
 QT0546|                                                           dddmmss.s |
 QT0546| QT0547 BRUSH 2                              22.005 METERS 00042     |
 QT0546| AI2541 BRUSH 2 RM 3                         25.186 METERS 02956     |
 QT0546| CQ7172 BRUSH RM 1                            9.287 METERS 08601     |
 QT0546| QT0333 G 32 RESET                                         0882655.7 |
 QT0546| QT0332 G 32                                               0902902.7 |
 QT0546| QT0543 BUFFALO GRAND RIVER LUTH CH         APPROX.10.9 KM 0913526.1 |
 QT0546| QT0545 BUFFALO MUNICIPAL TANK              APPROX.10.5 KM 0923758.0 |
 QT0546| QT0544 BUFFALO MUN AIRPORT BEACON          APPROX.11.6 KM 0941053.6 |
 QT0546| CQ7173 BRUSH RM 2                            9.657 METERS 27347     |
 QT0546|---------------------------------------------------------------------|
 QT0546
 QT0546                          SUPERSEDED SURVEY CONTROL
 QT0546
 QT0546  NAD 83(1993)-  45 35 20.70652(N)    103 41 03.40749(W) AD(       ) 3
 QT0546  NAD 83(1986)-  45 35 20.70394(N)    103 41 03.40347(W) AD(       ) 3
 QT0546  NAD 27      -  45 35 20.71500(N)    103 41 01.68900(W) AD(       ) 3
 QT0546  NGVD 29             924.04   (m)         3031.6    (f) LEVELING    3  
 QT0546
 QT0546.Superseded values are not recommended for survey control.
 QT0546
 QT0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0546.See file dsdata.pdf to determine how the superseded data were derived.
 QT0546
 QT0546_MARKER: DS = TRIANGULATION STATION DISK
 QT0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0546_STAMPING: BRUSH 1952
 QT0546_MARK LOGO: CGS
 QT0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0546+STABILITY: SURFACE MOTION
 QT0546
 QT0546  HISTORY     - Date     Condition        Report By
 QT0546  HISTORY     - 1952     MONUMENTED       CGS
 QT0546  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QT0546  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QT0546
 QT0546                          STATION DESCRIPTION
 QT0546
 QT0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0546'THE STATION IS IN SECTION 19, T 19 N, R 4 E, ON THE RIGHT-OF-WAY
 QT0546'OF STATE HIGHWAY 8, ABOUT 6-1/4 MILES WEST AND 1/2 MILE NORTH
 QT0546'OF BUFFALO, 2-1/2 MILES SOUTH AND 1/2 MILE WEST OF BRUSH
 QT0546'CREEK BUTTE, 47 FEET NORTH OF THE CENTER OF STATE HIGHWAY 8,
 QT0546'6 FEET WEST-SOUTHWEST OF A 4 X 4 INCH WITNESS POST AND 4 FEET
 QT0546'SOUTH OF A WIRE FENCE.
 QT0546'
 QT0546'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 QT0546'AND STATE HIGHWAY 8 IN BUFFALO, GO WEST ON STATE HIGHWAY 8
 QT0546'FOR 6.8 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 QT0546'CONTINUE WEST ON THE HIGHWAY FOR 0.4 MILE TO THE STATION
 QT0546'ON THE RIGHT.
 QT0546'
 QT0546'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QT0546'BRUSH 1952.
 QT0546'
 QT0546'REFERENCE MARK 1 IS 49 FEET NORTH OF THE CENTER OF STATE
 QT0546'HIGHWAY 8 AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 QT0546'4 INCHES AND THE DISK IS STAMPED BRUSH NO 1 1952.
 QT0546'
 QT0546'REFERENCE MARK 2 IS 49 FEET NORTH OF THE CENTER OF STATE
 QT0546'HIGHWAY 8 AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 QT0546'6 AND THE DISK IS STAMPED BRUSH NO 2 1952.
 QT0546'
 QT0546'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK
 QT0546'DISK SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST.  THE
 QT0546'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED G 32 1934.
 QT0546'
 QT0546'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0546
 QT0546                          STATION RECOVERY (1973)
 QT0546
 QT0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QT0546'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND BENCH
 QT0546'MARK G 32 1934 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.
 QT0546'
 QT0546'DUE TO HIGHWAY IMPROVEMENTS THE SOUTH DAKOTA STATE HIGHWAY
 QT0546'DEPARTMENT REQUESTED THAT ALL OF THE MARKS BE MOVED AS THEY
 QT0546'WOULD BE DESTROYED.
 QT0546'
 QT0546'FOR FURTHER INFORMATION SEE DESCRIPTION OF BRUSH 2 1973.
 QT0546'
 QT0546'THE DISKS WERE REMOVED FROM ALL OF THE MARKS OF STATION BRUSH
 QT0546'1952 AT THIS TIME.
 QT0546'
 QT0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 QT0546'MILES WEST OF BUFFALO
 QT0546
 QT0546                          STATION RECOVERY (1973)
 QT0546
 QT0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BFD)
 QT0546'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 85 AND SOUTH
 QT0546'DAKOTA HWY. 20 IN BUFFALO, GO WEST ON S.D. HWY. 20 FOR 6.35
 QT0546'MI. TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON S.D.
 QT0546'HWY. 20 FOR 0.6 MI. TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0547 ***********************************************************************
 QT0547  DESIGNATION -  BRUSH 2
 QT0547  PID         -  QT0547
 QT0547  STATE/COUNTY-  SD/HARDING
 QT0547  COUNTRY     -  US
 QT0547  USGS QUAD   -  SADDLE BUTTE (2017)
 QT0547
 QT0547                         *CURRENT SURVEY CONTROL
 QT0547  ______________________________________________________________________
 QT0547* NAD 83(1996) POSITION- 45 35 21.42885(N) 103 41 03.39990(W)   NO CHECK
 QT0547* NAVD 88 ORTHO HEIGHT -   924.247 (meters)     3032.30  (feet) ADJUSTED
 QT0547  ______________________________________________________________________
 QT0547  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 QT0547  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 QT0547  DYNAMIC HEIGHT  -        924.090 (meters)     3031.79  (feet) COMP
 QT0547  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 QT0547
 QT0547  HORZ ORDER      -  THIRD
 QT0547  VERT ORDER      -  FIRST     CLASS II
 QT0547
 QT0547.The horizontal coordinates were established by classical geodetic methods
 QT0547.and adjusted by the National Geodetic Survey in January 1998.
 QT0547
 QT0547.No horizontal observational check was made to the station.
 QT0547
 QT0547.The orthometric height was determined by differential leveling and
 QT0547.adjusted by the NATIONAL GEODETIC SURVEY
 QT0547.in April 2000.
 QT0547
 QT0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0547.GEOID18 height accuracy estimate available here.
 QT0547
 QT0547.Click photographs - Photos may exist for this station.
 QT0547
 QT0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0547
 QT0547.The dynamic height is computed by dividing the NAVD 88
 QT0547.geopotential number by the normal gravity value computed on the
 QT0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0547.degrees latitude (g = 980.6199 gals.).
 QT0547
 QT0547.The modeled gravity was interpolated from observed gravity values.
 QT0547
 QT0547. The following values were computed from the NAD 83(1996) position.
 QT0547
 QT0547;                    North         East     Units Scale Factor Converg.
 QT0547;SPC SD N     -   201,672.082   312,603.519   MT  0.99998321   -2 36 27.0
 QT0547;SPC SD N     -   661,652.49  1,025,600.05   sFT  0.99998321   -2 36 27.0
 QT0547;UTM  13      - 5,049,257.818   602,630.404   MT  0.99972950   +0 56 23.8
 QT0547
 QT0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0547!SPC SD N     -   0.99985762  x   0.99998321  =   0.99984083
 QT0547!UTM  13      -   0.99985762  x   0.99972950  =   0.99958716
 QT0547
 QT0547:                Primary Azimuth Mark                     Grid Az
 QT0547:SPC SD N     -  G 32 RESET                               093 03 06.8
 QT0547:UTM  13      -  G 32 RESET                               089 30 16.0
 QT0547
 QT0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0263049257(NAD 83)
 QT0547
 QT0547|---------------------------------------------------------------------|
 QT0547| PID    Reference Object                     Distance      Geod. Az  |
 QT0547|                                                           dddmmss.s |
 QT0547| QT0333 G 32 RESET                                         0902639.8 |
 QT0547| AI2541 BRUSH 2 RM 3                         12.304 METERS 09053     |
 QT0547| QT0332 G 32                                               09229     |
 QT0547| QT0546 BRUSH                                22.005 METERS 18042     |
 QT0547| AI2540 BRUSH 2 RM 4                         11.955 METERS 27055     |
 QT0547|---------------------------------------------------------------------|
 QT0547
 QT0547                          SUPERSEDED SURVEY CONTROL
 QT0547
 QT0547  NAD 83(1993)-  45 35 21.41922(N)    103 41 03.39523(W) AD(       ) 3
 QT0547  NAD 83(1986)-  45 35 21.41665(N)    103 41 03.39121(W) AD(       ) 3
 QT0547  NAD 27      -  45 35 21.42770(N)    103 41 01.67674(W) AD(       ) 3
 QT0547
 QT0547.Superseded values are not recommended for survey control.
 QT0547
 QT0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0547.See file dsdata.pdf to determine how the superseded data were derived.
 QT0547
 QT0547_MARKER: DH = HORIZONTAL CONTROL DISK
 QT0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0547_STAMPING: BRUSH 2 1973
 QT0547_MARK LOGO: NGS
 QT0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0547+STABILITY: SURFACE MOTION
 QT0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0547+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0547
 QT0547  HISTORY     - Date     Condition        Report By
 QT0547  HISTORY     - 1973     MONUMENTED       NGS
 QT0547  HISTORY     - 19981030 GOOD             NGS
 QT0547
 QT0547                          STATION DESCRIPTION
 QT0547
 QT0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QT0547'THE STATION IS LOCATED IN SEC. 19, T 19 N, R 4 E, ABOUT 7
 QT0547'MILES WEST OF BUFFALO, ALONG THE NORTH SIDE OF STATE HIGHWAY
 QT0547'20, IN PASTURE LAND OWNED BY MR. NEILO OJA AND FARMED BY HIS
 QT0547'SON DEAN OJA WHO LIVE NORTHEAST OF THE STATION SITE ABOUT
 QT0547'2 MILES AND 1/2 MILE NORTH OF HIGHWAY 20.
 QT0547'
 QT0547'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN BUFFALO
 QT0547'GO WEST ON STATE HIGHWAY 20 FOR 6.8 MILES TO THE AZIMUTH
 QT0547'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON THE HIGHWAY
 QT0547'FOR 0.4 MILE TO THE CREST OF THE LOW RISE AND THE STATION
 QT0547'ON THE RIGHT AS DESCRIBED.  THERE IS A GATE INTO THE PASTURE
 QT0547'ABOUT 100 YARDS WEST OF THE STATION.  (THE MILEAGE WILL
 QT0547'CHANGE SOME WITH THE COMPLETION OF THE HIGHWAY IMPROVEMENTS.)
 QT0547'
 QT0547'THE STATION MARK IS A STANDARD DISK STAMPED BRUSH 2 1973,
 QT0547'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 QT0547'IS 121 FEET NORTH OF THE CENTER OF THE HIGHWAY, 20 FEET NORTH
 QT0547'OF THE NORTH RIGHT-OF-WAY FENCE, AND 2.8 FEET WEST OF A METAL
 QT0547'WITNESS POST.
 QT0547'
 QT0547'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BRUSH 2 NO 3
 QT0547'1973, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 QT0547'IT IS 121 FEET NORTH OF THE CENTER OF THE ROAD, 20 FEET NORTH
 QT0547'OF THE FENCE, AND 1.8 FEET WEST OF A METAL WITNESS POST.
 QT0547'
 QT0547'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BRUSH 2 NO 4
 QT0547'1973, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 QT0547'IT IS 121 FEET NORTH OF THE CENTER OF THE ROAD, 20 FEET NORTH
 QT0547'OF THE FENCE, AND 1.8 FEET EAST OF A METAL WITNESS POST.
 QT0547'
 QT0547'BENCH MARK G 22 RESET 1973 (AZIMUTH MARK) IS A STANDARD BENCH
 QT0547'MARK DISK STAMPED G 22 RESET 1973.  IT IS 100 FEET NORTH
 QT0547'OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE PROPOSED
 QT0547'NORTH RIGHT-OF-WAY FENCE LINE, AND 1.5 FOOT WEST OF A METAL
 QT0547'WITNESS POST.
 QT0547
 QT0547                          STATION RECOVERY (1998)
 QT0547
 QT0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0547'11.0 KM (6.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 QT0547'U.S. HIGHWAY 85 IN BUFFALO, 222.0 M (728.3 FT) EAST OF MILEPOST 21,
 QT0547'36.8 M (120.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT)
 QT0547'NORTH OF A WITNESS POST AND FENCE, 12.3 M (40.4 FT) WEST OF REFERENCE
 QT0547'MARK 3, 11.9 M (39.0 FT) EAST OF REFERENCE MARK 4, 0.5 M (1.6 FT)
 QT0547'SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QT0547'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 QT0547'MONUMENT IS ON PROPERTY OWNED BY DEAN OJEA, P.O. BOX 103, BUFFALO, SD
 QT0547'57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2541 ***********************************************************************
 AI2541  DESIGNATION -  BRUSH 2 RM 3
 AI2541  PID         -  AI2541
 AI2541  STATE/COUNTY-  SD/HARDING
 AI2541  COUNTRY     -  US
 AI2541  USGS QUAD   -  SADDLE BUTTE (2017)
 AI2541
 AI2541                         *CURRENT SURVEY CONTROL
 AI2541  ______________________________________________________________________
 AI2541* NAD 83(1986) POSITION- 45 35 21.42   (N) 103 41 02.83   (W)   HD_HELD1
 AI2541* NAVD 88 ORTHO HEIGHT -   924.052 (meters)     3031.66  (feet) ADJUSTED
 AI2541  ______________________________________________________________________
 AI2541  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 AI2541  DYNAMIC HEIGHT  -        923.894 (meters)     3031.14  (feet) COMP
 AI2541  MODELED GRAVITY -    980,413.4   (mgal)                       NAVD 88
 AI2541
 AI2541  VERT ORDER      -  FIRST     CLASS II
 AI2541
 AI2541.The horizontal coordinates were determined by differentially corrected
 AI2541.hand held GPS observations or other comparable positioning techniques
 AI2541.and have an estimated accuracy of +/- 3 meters.
 AI2541
 AI2541.The orthometric height was determined by differential leveling and
 AI2541.adjusted by the NATIONAL GEODETIC SURVEY
 AI2541.in April 2000.
 AI2541
 AI2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2541.GEOID18 height accuracy estimate available here.
 AI2541
 AI2541.Click photographs - Photos may exist for this station.
 AI2541
 AI2541.The dynamic height is computed by dividing the NAVD 88
 AI2541.geopotential number by the normal gravity value computed on the
 AI2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2541.degrees latitude (g = 980.6199 gals.).
 AI2541
 AI2541.The modeled gravity was interpolated from observed gravity values.
 AI2541
 AI2541;                    North         East    Units  Estimated Accuracy
 AI2541;SPC SD N     -   201,671.2     312,615.8     MT  (+/- 3 meters HH1 GPS) 
 AI2541
 AI2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0264249257(NAD 83)
 AI2541
 AI2541                          SUPERSEDED SURVEY CONTROL
 AI2541
 AI2541.No superseded survey control is available for this station.
 AI2541
 AI2541_MARKER: DR = REFERENCE MARK DISK
 AI2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2541_STAMPING: BRUSH 2 NO 3 1973
 AI2541_MARK LOGO: NGS
 AI2541_PROJECTION: FLUSH
 AI2541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2541+STABILITY: SURFACE MOTION
 AI2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2541+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI2541
 AI2541  HISTORY     - Date     Condition        Report By
 AI2541  HISTORY     - 1973     MONUMENTED       NGS
 AI2541  HISTORY     - 19981030 GOOD             NGS
 AI2541
 AI2541                          STATION DESCRIPTION
 AI2541
 AI2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI2541'11.0 KM (6.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI2541'U.S. HIGHWAY 85 IN BUFFALO, 222.0 M (728.3 FT) EAST OF MILEPOST 21,
 AI2541'39.6 M (129.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.7 M (64.6 FT)
 AI2541'NORTHEAST OF A WITNESS POST, 14.0 M (45.9 FT) NORTH OF A FENCE, 12.3 M
 AI2541'(40.4 FT) EAST OF THE STATION MARK, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AI2541'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI2541'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DEAN OJEA, P.O. BOX 103,
 AI2541'BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2540 ***********************************************************************
 AI2540  DESIGNATION -  BRUSH 2 RM 4
 AI2540  PID         -  AI2540
 AI2540  STATE/COUNTY-  SD/HARDING
 AI2540  COUNTRY     -  US
 AI2540  USGS QUAD   -  SADDLE BUTTE (2017)
 AI2540
 AI2540                         *CURRENT SURVEY CONTROL
 AI2540  ______________________________________________________________________
 AI2540* NAD 83(1986) POSITION- 45 35 21.44   (N) 103 41 03.95   (W)   HD_HELD1
 AI2540* NAVD 88 ORTHO HEIGHT -   924.461 (meters)     3033.00  (feet) ADJUSTED
 AI2540  ______________________________________________________________________
 AI2540  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 AI2540  DYNAMIC HEIGHT  -        924.304 (meters)     3032.49  (feet) COMP
 AI2540  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 AI2540
 AI2540  VERT ORDER      -  FIRST     CLASS II
 AI2540
 AI2540.The horizontal coordinates were determined by differentially corrected
 AI2540.hand held GPS observations or other comparable positioning techniques
 AI2540.and have an estimated accuracy of +/- 3 meters.
 AI2540
 AI2540.The orthometric height was determined by differential leveling and
 AI2540.adjusted by the NATIONAL GEODETIC SURVEY
 AI2540.in April 2000.
 AI2540
 AI2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2540.GEOID18 height accuracy estimate available here.
 AI2540
 AI2540.Click photographs - Photos may exist for this station.
 AI2540
 AI2540.The dynamic height is computed by dividing the NAVD 88
 AI2540.geopotential number by the normal gravity value computed on the
 AI2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2540.degrees latitude (g = 980.6199 gals.).
 AI2540
 AI2540.The modeled gravity was interpolated from observed gravity values.
 AI2540
 AI2540;                    North         East    Units  Estimated Accuracy
 AI2540;SPC SD N     -   201,673.0     312,591.6     MT  (+/- 3 meters HH1 GPS) 
 AI2540
 AI2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0261849257(NAD 83)
 AI2540
 AI2540                          SUPERSEDED SURVEY CONTROL
 AI2540
 AI2540.No superseded survey control is available for this station.
 AI2540
 AI2540_MARKER: DR = REFERENCE MARK DISK
 AI2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2540_STAMPING: BRUSH 2 NO 4 1973
 AI2540_MARK LOGO: NGS
 AI2540_PROJECTION: FLUSH
 AI2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2540+STABILITY: SURFACE MOTION
 AI2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2540+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI2540
 AI2540  HISTORY     - Date     Condition        Report By
 AI2540  HISTORY     - 1973     MONUMENTED       NGS
 AI2540  HISTORY     - 19981030 GOOD             NGS
 AI2540
 AI2540                          STATION DESCRIPTION
 AI2540
 AI2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI2540'11.0 KM (6.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI2540'U.S. HIGHWAY 85 IN BUFFALO, 222.0 M (728.3 FT) EAST OF MILEPOST 21,
 AI2540'36.8 M (120.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.4 M (57.1 FT)
 AI2540'NORTHWEST OF A WITNESS POST, 14.0 M (45.9 FT) NORTH OF A FENCE, 11.9 M
 AI2540'(39.0 FT) WEST OF THE STATION MARK, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AI2540'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI2540'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DEAN OJEA, P.O. BOX 103,
 AI2540'BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0853 ***********************************************************************
 PR0853  DESIGNATION -  BRYANT MUNICIPAL TANK
 PR0853  PID         -  PR0853
 PR0853  STATE/COUNTY-  SD/HAMLIN
 PR0853  COUNTRY     -  US
 PR0853  USGS QUAD   -  BRYANT (2017)
 PR0853
 PR0853                         *CURRENT SURVEY CONTROL
 PR0853  ______________________________________________________________________
 PR0853* NAD 83(1996) POSITION- 44 35 23.12166(N) 097 27 58.57494(W)   ADJUSTED
 PR0853  ______________________________________________________________________
 PR0853  GEOID HEIGHT    -        -24.753 (meters)                     GEOID18
 PR0853  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 PR0853  HORZ ORDER      -  THIRD
 PR0853
 PR0853.The horizontal coordinates were established by classical geodetic methods
 PR0853.and adjusted by the National Geodetic Survey in January 1998.
 PR0853
 PR0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0853.GEOID18 height accuracy estimate available here.
 PR0853
 PR0853.Click photographs - Photos may exist for this station.
 PR0853
 PR0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0853
 PR0853. The following values were computed from the NAD 83(1996) position.
 PR0853
 PR0853;                    North         East     Units Scale Factor Converg.
 PR0853;SPC SD N     -    87,203.516   801,158.368   MT  0.99997134   +1 47 35.6
 PR0853;SPC SD N     -   286,100.20  2,628,467.08   sFT  0.99997134   +1 47 35.6
 PR0853;UTM  14      - 4,938,523.171   621,741.042   MT  0.99978226   +1 04 36.7
 PR0853
 PR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2174138523(NAD 83)
 PR0853
 PR0853                          SUPERSEDED SURVEY CONTROL
 PR0853
 PR0853  NAD 83(1986)-  44 35 23.11673(N)    097 27 58.56032(W) AD(       ) 3
 PR0853  NAD 27      -  44 35 23.24200(N)    097 27 57.25500(W) AD(       ) 3
 PR0853
 PR0853.Superseded values are not recommended for survey control.
 PR0853
 PR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0853.See file dsdata.pdf to determine how the superseded data were derived.
 PR0853
 PR0853_MARKER: 53 = ELEVATED TANK
 PR0853
 PR0853  HISTORY     - Date     Condition        Report By
 PR0853  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0853
 PR0853                          STATION DESCRIPTION
 PR0853
 PR0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0853'THIS STATION IS THE CENTER OF THE BRYANT MUNICIPAL WATER TANK.
 PR0853'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND
 PR0853'HAS A BALL AT THE TOP WITH A LIGHT ABOVE THE BALL.  IT IS
 PR0853'SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE
 PR0853'LEGS.  IT HAS A CYLINDRICAL STEEL HOUSING AROUND THE FEED
 PR0853'PIPE.  THE TOP OF THE TANK AND THE PLATFORM RAILING IS PAINTED
 PR0853'WHITE AND THE REST OF THE STRUCTURE IS PAINTED BLACK.  THE
 PR0853'TANK IS LETTERED BRYANT ON THE S SIDE.  THE TANK WAS ERECTED
 PR0853'IN 1920.  IT IS ABOUT 135 FEET HIGH AND IS VERY PROMINENT.
 PR0853'
 PR0853'THE TANK IS ABOUT 250 FEET S OF THE MAIN STREET OF BRYANT, ABOUT
 PR0853'75 FEET W OF THE STREET AT THE E EDGE OF THE BUSINESS DISTRICT
 PR0853'WHICH IS THE THIRD STREET E OF A RAILROAD TRACK, AND ABOUT 75
 PR0853'FEET N OF THE SECOND STREET N OF S.DAK. HIGHWAY 28, AND ABOUT
 PR0853'1.3 MILES E OF THE HAMLIN-CLARK COUNTY LINE.
 PR0853'
 PR0853'THE STATION WAS OBSERVED FROM HAZEL, HENRY, AND NAPLES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0852 ***********************************************************************
 OQ0852  DESIGNATION -  BUFFALO
 OQ0852  PID         -  OQ0852
 OQ0852  STATE/COUNTY-  SD/MINNEHAHA
 OQ0852  COUNTRY     -  US
 OQ0852  USGS QUAD   -  BUFFALO TRADING POST (2017)
 OQ0852
 OQ0852                         *CURRENT SURVEY CONTROL
 OQ0852  ______________________________________________________________________
 OQ0852* NAD 83(1996) POSITION- 43 48 21.81645(N) 097 02 57.32901(W)   ADJUSTED
 OQ0852* NAVD 88 ORTHO HEIGHT -   523.    (meters)     1716.    (feet) SCALED
 OQ0852  ______________________________________________________________________
 OQ0852  GEOID HEIGHT    -        -25.915 (meters)                     GEOID18
 OQ0852  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 OQ0852  HORZ ORDER      -  THIRD
 OQ0852
 OQ0852.The horizontal coordinates were established by classical geodetic methods
 OQ0852.and adjusted by the National Geodetic Survey in January 1998.
 OQ0852
 OQ0852.The orthometric height was scaled from a topographic map.
 OQ0852
 OQ0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0852.GEOID18 height accuracy estimate available here.
 OQ0852
 OQ0852.Click photographs - Photos may exist for this station.
 OQ0852
 OQ0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0852
 OQ0852. The following values were computed from the NAD 83(1996) position.
 OQ0852
 OQ0852;                    North         East     Units Scale Factor Converg.
 OQ0852;SPC SD S     -   168,831.310   864,167.617   MT  0.99991222   +2 15 55.9
 OQ0852;SPC SD S     -   553,907.39  2,835,189.92   sFT  0.99991222   +2 15 55.9
 OQ0852;UTM  14      - 4,852,182.107   656,908.864   MT  0.99990283   +1 21 02.2
 OQ0852
 OQ0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0852!SPC SD S     -   0.99992201  x   0.99991222  =   0.99983424
 OQ0852!UTM  14      -   0.99992201  x   0.99990283  =   0.99982485
 OQ0852
 OQ0852:                Primary Azimuth Mark                     Grid Az
 OQ0852:SPC SD S     -  BUFFALO AZ MK 2                          191 57 44.3
 OQ0852:UTM  14      -  BUFFALO AZ MK 2                          192 52 38.0
 OQ0852
 OQ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5690852182(NAD 83)
 OQ0852
 OQ0852|---------------------------------------------------------------------|
 OQ0852| PID    Reference Object                     Distance      Geod. Az  |
 OQ0852|                                                           dddmmss.s |
 OQ0852| CO2355 BUFFALO AZ MK                                      1822338.9 |
 OQ0852| CO2359 BUFFALO RM 3                         30.349 METERS 18732     |
 OQ0852| CO2357 BUFFALO RM 1                         26.603 METERS 18810     |
 OQ0852| CO2356 BUFFALO AZ MK 2                                    1941340.2 |
 OQ0852| OQ0863 HUMBOLT BELL R 1 WEST MAST          APPROX. 8.5 KM 1971604.5 |
 OQ0852| OQ0853 ST JACOBS LUTH CH STEEPLE            77.355 METERS 20639     |
 OQ0852| CO2358 BUFFALO RM 2                         26.926 METERS 29421     |
 OQ0852|---------------------------------------------------------------------|
 OQ0852
 OQ0852                          SUPERSEDED SURVEY CONTROL
 OQ0852
 OQ0852  NAD 83(1986)-  43 48 21.82181(N)    097 02 57.30595(W) AD(       ) 3
 OQ0852  NAD 27      -  43 48 21.90500(N)    097 02 56.09900(W) AD(       ) 3
 OQ0852
 OQ0852.Superseded values are not recommended for survey control.
 OQ0852
 OQ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0852.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0852
 OQ0852_MARKER: DS = TRIANGULATION STATION DISK
 OQ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0852_STAMPING: BUFFALO 1949
 OQ0852_MARK LOGO: CGS
 OQ0852_PROJECTION: FLUSH
 OQ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0852+STABILITY: SURFACE MOTION
 OQ0852
 OQ0852  HISTORY     - Date     Condition        Report By
 OQ0852  HISTORY     - 1949     MONUMENTED       CGS
 OQ0852  HISTORY     - 1971     GOOD             NGS
 OQ0852
 OQ0852                          STATION DESCRIPTION
 OQ0852
 OQ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0852'STATION IS LOCATED ABOUT 6 MILES WEST AND 1 MILE NORTH OF COLTON
 OQ0852'AT THE WEST EDGE OF A SMALL GROVE OF TREES.  STATION IS 74 FEET
 OQ0852'NORTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY TO FARM, 50 FEET
 OQ0852'EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 18 FEET
 OQ0852'EAST NORTHEAST OF TELEPHONE POLE.  THE MARK IS FLUSH WITH THE
 OQ0852'GROUND AND THE DISK IS STAMPED BUFFALO 1949.
 OQ0852'
 OQ0852'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE APPROXIMATE
 OQ0852'CENTERLINE OF ROAD, 14 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 OQ0852'OF DRIVEWAY AND 2.5 FEET NORTH NORTHEAST OF FENCE-CORNER.
 OQ0852'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BUFFALO
 OQ0852'NO 1 1949.
 OQ0852'
 OQ0852'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE APPROXIMATE
 OQ0852'CENTERLINE OF ROAD, AND 9 FEET NORTH OF POWER POLE.  THE MARK
 OQ0852'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BUFFALO NO 2
 OQ0852'1949.
 OQ0852'
 OQ0852'AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE
 OQ0852'OF ROAD, 26 FEET SOUTH OF POWER POLE WITH TRANSFORMER, AND 2
 OQ0852'FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 OQ0852'DISK IS STAMPED BUFFALO 1949.
 OQ0852'
 OQ0852'TO REACH FROM THE POST OFFICE IN COLTON GO WEST FOR 0.2 MILE.
 OQ0852'TURN RIGHT AND GO NORTH FOR 0.2 MILE TO CROSSROADS.  TURN LEFT
 OQ0852'AND GO WEST ON SURFACED ROAD FOR 6.0 MILES TO CROSSROADS.  TURN
 OQ0852'RIGHT AND GO NORTH FOR 0.75 MILE TO AZIMUTH MARK ON LEFT OR
 OQ0852'WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO
 OQ0852'STATION ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 OQ0852'
 OQ0852'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OQ0852
 OQ0852                          STATION RECOVERY (1971)
 OQ0852
 OQ0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0852'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 OQ0852'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN POOR
 OQ0852'CONDITION, IT HAD BEEN EXPOSED BY GRADING OPERATIONS AND WAS
 OQ0852'LOOSE.  THE PROPERTY OWNER WISHED TO HAVE R.M. 1 REMOVED AS IT
 OQ0852'INTERFERED WITH MOWING IN THE YARD.  AN AZIMUTH MARK AND
 OQ0852'REFERENCE MARK NO. 3 WERE SET.  THE 1949 AZIMUTH MARK WAS NOT
 OQ0852'OBSERVED DUE TO TREES ON LINE.  THE DISKS WERE REMOVED FROM
 OQ0852'REFERENCE MARK NO. 1 AND THE 1949 AZIMUTH MARK AT THIS TIME.
 OQ0852'
 OQ0852'A NEW DESCRIPTION FOLLOWS--
 OQ0852'
 OQ0852'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 1 MILE NORTH
 OQ0852'OF COLTON, NEAR A CROSSROADS INTERSECTION AND ST JACOBS
 OQ0852'LUTHERAN CHURCH, IN A GROVE OF TREES AT THE WEST EDGE OF A
 OQ0852'FARMSTEAD OWNED BY MR. BRUCE HARDING.
 OQ0852'
 OQ0852'THE STATION MARK IS A STANDARD DISK STAMPED BUFFALO 1949, SET
 OQ0852'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 77
 OQ0852'FEET NORTH OF FARM DRIVEWAY, 50 FEET EAST OF THE CENTER OF THE
 OQ0852'ROAD, AND 2.4 FEET WEST OF A METAL WITNESS POST.
 OQ0852'
 OQ0852'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BUFFALO NO 2
 OQ0852'1949, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 OQ0852'IT IS 32 FEET WEST OF THE CENTER OF THE GRADED ROAD, 9 FEET NORTH
 OQ0852'OF A POWER POLE, 2.5 FEET EAST OF A FENCE LINE, AND 3.0 FEET
 OQ0852'NORTHEAST OF A METAL WITNESS POST.
 OQ0852'
 OQ0852'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BUFFALO 1949
 OQ0852'NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 OQ0852'GROUND.  IT IS 159 FEET NORTHEAST OF THE CENTER OF THE FRONT DOORS
 OQ0852'OF ST. JACOBS LUTHERAN CHURCH, 63 FEET NORTHWEST OF THE NORTHWEST
 OQ0852'CORNER OF THE HOUSE, 36 FEET EAST OF THE CENTER OF THE ROAD, AND
 OQ0852'23 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.
 OQ0852'
 OQ0852'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUFFALO 1949 1971, SET
 OQ0852'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS AT
 OQ0852'THE NORTH EDGE OF A TREE COVERED PASTURE, 345 FEET WEST OF
 OQ0852'CENTER OF DRIVEWAY TO A FARMSTEAD, 37 FEET SOUTH OF THE CENTER
 OQ0852'OF COUNTY ROAD 110, 1.0 FOOT SOUTH OF A FENCE LINE, 1.5 FEET
 OQ0852'WEST OF A METAL WITNESS POST, AT THE EAST EDGE OF A ROAD
 OQ0852'TURN-OFF, ON PROPERTY OF MR. CECIL FARR.
 OQ0852'
 OQ0852'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS 110
 OQ0852'AND 149 AT THE NORTHWEST EDGE OF COLTON, GO WEST ON COUNTY ROAD
 OQ0852'110 FOR 6 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH 1.0
 OQ0852'MILE TO A CROSSROAD, CONTINUE NORTH ABOUT 0.05 MILE TO A FARM
 OQ0852'DRIVEWAY ON THE RIGHT AND THE STATION AS DESCRIBED.
 OQ0852'
 OQ0852'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD 1.0 MILE SOUTH
 OQ0852'OF THE STATION, GO WEST ON COUNTY ROAD 110 FOR 0.25 MILE TO THE
 OQ0852'CREST OF A SMALL HILL AND THE MARK ON THE LEFT AS DESCRIBED.
 OQ0852'
 OQ0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 OQ0852'WNW OF COLTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0385 ***********************************************************************
 QQ0385  DESIGNATION -  BUFFALO
 QQ0385  PID         -  QQ0385
 QQ0385  STATE/COUNTY-  SD/MARSHALL
 QQ0385  COUNTRY     -  US
 QQ0385  USGS QUAD   -  PIYAS LAKE (2017)
 QQ0385
 QQ0385                         *CURRENT SURVEY CONTROL
 QQ0385  ______________________________________________________________________
 QQ0385* NAD 83(1996) POSITION- 45 35 04.63093(N) 097 17 07.60633(W)   ADJUSTED
 QQ0385* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 QQ0385  ______________________________________________________________________
 QQ0385  GEOID HEIGHT    -        -25.301 (meters)                     GEOID18
 QQ0385  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 QQ0385  HORZ ORDER      -  SECOND
 QQ0385
 QQ0385.The horizontal coordinates were established by classical geodetic methods
 QQ0385.and adjusted by the National Geodetic Survey in January 1998.
 QQ0385
 QQ0385.The orthometric height was scaled from a topographic map.
 QQ0385
 QQ0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0385.GEOID18 height accuracy estimate available here.
 QQ0385
 QQ0385.Click photographs - Photos may exist for this station.
 QQ0385
 QQ0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0385
 QQ0385. The following values were computed from the NAD 83(1996) position.
 QQ0385
 QQ0385;                    North         East     Units Scale Factor Converg.
 QQ0385;SPC SD N     -   198,164.047   811,802.813   MT  0.99998244   +1 55 16.3
 QQ0385;SPC SD N     -   650,143.21  2,663,389.73   sFT  0.99998244   +1 55 16.3
 QQ0385;UTM  14      - 5,049,327.237   633,751.425   MT  0.99981994   +1 13 29.5
 QQ0385
 QQ0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0385!SPC SD N     -   0.99990830  x   0.99998244  =   0.99989074
 QQ0385!UTM  14      -   0.99990830  x   0.99981994  =   0.99972825
 QQ0385
 QQ0385:                Primary Azimuth Mark                     Grid Az
 QQ0385:SPC SD N     -  BUFFALO AZ MK                            257 40 54.4
 QQ0385:UTM  14      -  BUFFALO AZ MK                            258 22 41.2
 QQ0385
 QQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3375149327(NAD 83)
 QQ0385
 QQ0385|---------------------------------------------------------------------|
 QQ0385| PID    Reference Object                     Distance      Geod. Az  |
 QQ0385|                                                           dddmmss.s |
 QQ0385| CO5286 BUFFALO RM 1                          9.671 METERS 12016     |
 QQ0385| CO5285 BUFFALO AZ MK                                      2593610.7 |
 QQ0385| CO5287 BUFFALO RM 2                          9.053 METERS 29729     |
 QQ0385|---------------------------------------------------------------------|
 QQ0385
 QQ0385                          SUPERSEDED SURVEY CONTROL
 QQ0385
 QQ0385  NAD 83(1986)-  45 35 04.63024(N)    097 17 07.59458(W) AD(       ) 2
 QQ0385  NAD 27      -  45 35 04.78188(N)    097 17 06.27258(W) AD(       ) 2
 QQ0385
 QQ0385.Superseded values are not recommended for survey control.
 QQ0385
 QQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0385.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0385
 QQ0385_MARKER: DS = TRIANGULATION STATION DISK
 QQ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0385_STAMPING: BUFFALO 1952
 QQ0385_MARK LOGO: CGS
 QQ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0385+STABILITY: SURFACE MOTION
 QQ0385
 QQ0385  HISTORY     - Date     Condition        Report By
 QQ0385  HISTORY     - 1952     MONUMENTED       CGS
 QQ0385
 QQ0385                          STATION DESCRIPTION
 QQ0385
 QQ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0385'THE STATION IS ABOUT 6-1/2 MILES EAST-SOUTHEAST OF EDEN, ON THE
 QQ0385'HIGHEST POINT OF A PROMINENT ROCKY RIDGE, IN SECTION 27, T 125 N,
 QQ0385'R 53 W, AND 6 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QQ0385'
 QQ0385'TO REACH THE STATION FROM THE POST OFFICE IN EDEN, GO EAST ON A
 QQ0385'GRAVELED ROAD FOR 4.7 MILES TO A SCHOOLHOUSE ON RIGHT, CONTINUE
 QQ0385'EAST FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 QQ0385'FOR 2.6 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 1.0
 QQ0385'MILE TO A CROSS ROAD, TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR
 QQ0385'0.25 MILE TO A WIRE GATE AND AZIMUTH MARK ON RIGHT, TURN LEFT AND
 QQ0385'GO EAST-NORTHEAST ACROSS COUNTRY FOR 0.3 MILE TO HIGHEST POINT
 QQ0385'OF RIDGE AND STATION.
 QQ0385'
 QQ0385'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QQ0385'BUFFALO 1952.
 QQ0385'
 QQ0385'REFERENCE MARK 1 IS 36 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 QQ0385'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BUFFALO
 QQ0385'NO 1 1952.
 QQ0385'
 QQ0385'REFERENCE MARK 2 IS 27 FEET NORTHWEST OF A 4 X 4 INCH WITNESS
 QQ0385'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QQ0385'BUFFALO NO 2 1952.
 QQ0385'
 QQ0385'THE AZIMUTH MARK IS 15 FEET NORTH OF THE TRACK ROAD, 3 FEET SOUTH
 QQ0385'OF A 4 X 4 INCH WITNESS POST, AND 2 FEET NORTHWEST OF A FENCE
 QQ0385'CORNER.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QQ0385'BUFFALO 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0745 ***********************************************************************
 QS0745  DESIGNATION -  BUFFALO
 QS0745  PID         -  QS0745
 QS0745  STATE/COUNTY-  SD/DEWEY
 QS0745  COUNTRY     -  US
 QS0745  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0745
 QS0745                         *CURRENT SURVEY CONTROL
 QS0745  ______________________________________________________________________
 QS0745* NAD 83(1996) POSITION- 45 12 56.40938(N) 100 19 16.10044(W)   ADJUSTED
 QS0745* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 QS0745  ______________________________________________________________________
 QS0745  GEOID HEIGHT    -        -22.165 (meters)                     GEOID18
 QS0745  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 QS0745  HORZ ORDER      -  THIRD
 QS0745
 QS0745.The horizontal coordinates were established by classical geodetic methods
 QS0745.and adjusted by the National Geodetic Survey in January 1998.
 QS0745
 QS0745.The orthometric height was scaled from a topographic map.
 QS0745
 QS0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0745.GEOID18 height accuracy estimate available here.
 QS0745
 QS0745.Click photographs - Photos may exist for this station.
 QS0745
 QS0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0745
 QS0745. The following values were computed from the NAD 83(1996) position.
 QS0745
 QS0745;                    North         East     Units Scale Factor Converg.
 QS0745;SPC SD N     -   153,659.412   574,775.875   MT  0.99994322   -0 13 38.2
 QS0745;SPC SD N     -   504,130.92  1,885,743.85   sFT  0.99994322   -0 13 38.2
 QS0745;UTM  14      - 5,007,757.906   396,265.462   MT  0.99973231   -0 56 16.0
 QS0745
 QS0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0745!SPC SD N     -   0.99991421  x   0.99994322  =   0.99985744
 QS0745!UTM  14      -   0.99991421  x   0.99973231  =   0.99964655
 QS0745
 QS0745:                Primary Azimuth Mark                     Grid Az
 QS0745:SPC SD N     -  BUFFALO AZ MK                            106 47 35.9
 QS0745:UTM  14      -  BUFFALO AZ MK                            107 30 13.7
 QS0745
 QS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9626507757(NAD 83)
 QS0745
 QS0745|---------------------------------------------------------------------|
 QS0745| PID    Reference Object                     Distance      Geod. Az  |
 QS0745|                                                           dddmmss.s |
 QS0745| CO5283 BUFFALO RM 1                         10.357 METERS 10621     |
 QS0745| CO5282 BUFFALO AZ MK                                      1063357.7 |
 QS0745| CO5284 BUFFALO RM 2                         14.668 METERS 35749     |
 QS0745|---------------------------------------------------------------------|
 QS0745
 QS0745                          SUPERSEDED SURVEY CONTROL
 QS0745
 QS0745  NAD 83(1986)-  45 12 56.40146(N)    100 19 16.10201(W) AD(       ) 3
 QS0745  NAD 27      -  45 12 56.44800(N)    100 19 14.62300(W) AD(       ) 3
 QS0745
 QS0745.Superseded values are not recommended for survey control.
 QS0745
 QS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0745.See file dsdata.pdf to determine how the superseded data were derived.
 QS0745
 QS0745_MARKER: DS = TRIANGULATION STATION DISK
 QS0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0745_STAMPING: BUFFALO 1948
 QS0745_MARK LOGO: CGS
 QS0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0745+STABILITY: SURFACE MOTION
 QS0745
 QS0745  HISTORY     - Date     Condition        Report By
 QS0745  HISTORY     - 1948     MONUMENTED       CGS
 QS0745
 QS0745                          STATION DESCRIPTION
 QS0745
 QS0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0745'LOCATED ABOUT 9-3/4 MILES NORTH OF WHITLOCK CROSSING, ABOUT
 QS0745'2-1/2 MILES WEST OF THE MISSOURI RIVER, PROBABLY IN THE SW
 QS0745'1/4 SEC. 34, T 15 N, R 31 E, 28 FEET SOUTHWEST OF THE
 QS0745'CENTERLINE OF A TRACK ROAD, AND 6 FEET NORTHEAST OF A WITNESS
 QS0745'POST.  IT IS ON LAND OWNED BY CASIMIR LE BEAU AND IS IN THE
 QS0745'CHEYENNE INDIAN RESERVATION.  IT PROJECTS 2 INCHES, AND THE
 QS0745'DISK IS STAMPED BUFFALO 1948.
 QS0745'
 QS0745'REFERENCE MARK NO. 1 IS 33.98 FEET EAST-SOUTHEAST OF THE
 QS0745'STATION, 36.5 FEET EAST-SOUTHEAST OF THE WITNESS POST, AND
 QS0745'12 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD.  IT
 QS0745'PROJECTS 2 INCHES, AND THE DISK IS STAMPED BUFFALO NO 1 1948.
 QS0745'
 QS0745'REFERENCE MARK NO. 2 IS 48.12 FEET NORTH OF THE STATION, 53.0
 QS0745'FEET NORTH OF THE WITNESS POST, AND 8 FEET NORTHEAST OF THE
 QS0745'CENTERLINE OF THE TRACK ROAD.  IT PROJECTS 1 INCH, AND THE
 QS0745'DISK IS STAMPED BUFFALO NO 2 1948.
 QS0745'
 QS0745'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE EAST-SOUTHEAST
 QS0745'OF THE STATION ON THE HIGHEST POINT OF A BARE KNOLL, 35 FEET
 QS0745'SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD, AND 8 FEET
 QS0745'SOUTHWEST OF A WITNESS POST.  IT PROJECTS 2 INCHES, AND THE
 QS0745'DISK IS STAMPED BUFFALO 1948.
 QS0745'
 QS0745'TO REACH THE STATION FROM THE STORE AT WHITLOCK CROSSING, GO
 QS0745'WESTERLY ON U.S. HIGHWAY 212 FOR 4.6 MILES.  THEN RIGHT, NORTH,
 QS0745'ON A GRAVEL ROAD 10.7 MILES TO A SMALL WHITE CHURCH ON THE
 QS0745'LEFT.  CONTINUE NORTH 0.1 MILE.  THEN LEFT, NORTHWESTERLY,
 QS0745'ON A TRACK ROAD 0.45 MILE TO THE TOP OF A RIDGE.  THEN BEAR
 QS0745'LEFT, WESTERLY, FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QS0745'CONTINUE WESTERLY 0.45 MILE TO A FORK.  THEN LEFT ON A DIM
 QS0745'TRACK ROAD 0.55 MILE TO THE STATION AS DESCRIBED.
 QS0745'
 QS0745'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0539 ***********************************************************************
 QT0539  DESIGNATION -  BUFFALO
 QT0539  PID         -  QT0539
 QT0539  STATE/COUNTY-  SD/HARDING
 QT0539  COUNTRY     -  US
 QT0539  USGS QUAD   -  BUFFALO (2017)
 QT0539
 QT0539                         *CURRENT SURVEY CONTROL
 QT0539  ______________________________________________________________________
 QT0539* NAD 83(1996) POSITION- 45 36 11.29364(N) 103 30 25.14876(W)   ADJUSTED
 QT0539* NAVD 88 ORTHO HEIGHT -   899.    (meters)     2949.    (feet) SCALED
 QT0539  ______________________________________________________________________
 QT0539  GEOID HEIGHT    -        -15.963 (meters)                     GEOID18
 QT0539  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 QT0539  HORZ ORDER      -  THIRD
 QT0539
 QT0539.The horizontal coordinates were established by classical geodetic methods
 QT0539.and adjusted by the National Geodetic Survey in January 1998.
 QT0539
 QT0539.The orthometric height was scaled from a topographic map.
 QT0539
 QT0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0539.GEOID18 height accuracy estimate available here.
 QT0539
 QT0539.Click photographs - Photos may exist for this station.
 QT0539
 QT0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0539
 QT0539. The following values were computed from the NAD 83(1996) position.
 QT0539
 QT0539;                    North         East     Units Scale Factor Converg.
 QT0539;SPC SD N     -   202,595.841   326,491.189   MT  0.99998551   -2 28 55.3
 QT0539;SPC SD N     -   664,683.19  1,071,163.18   sFT  0.99998551   -2 28 55.3
 QT0539;UTM  13      - 5,051,038.864   616,431.016   MT  0.99976667   +1 04 00.8
 QT0539
 QT0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0539!SPC SD N     -   0.99986150  x   0.99998551  =   0.99984702
 QT0539!UTM  13      -   0.99986150  x   0.99976667  =   0.99962821
 QT0539
 QT0539:                Primary Azimuth Mark                     Grid Az
 QT0539:SPC SD N     -  BUFFALO AZ MK                            274 05 57.9
 QT0539:UTM  13      -  BUFFALO AZ MK                            270 33 01.8
 QT0539
 QT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1643151038(NAD 83)
 QT0539
 QT0539|---------------------------------------------------------------------|
 QT0539| PID    Reference Object                     Distance      Geod. Az  |
 QT0539|                                                           dddmmss.s |
 QT0539| CQ7187 BUFFALO RM 1                          7.944 METERS 08932     |
 QT0539| QT0545 BUFFALO MUNICIPAL TANK              APPROX. 3.9 KM 2382629.2 |
 QT0539| CQ7188 BUFFALO RM 2                         12.658 METERS 26746     |
 QT0539| CQ7186 BUFFALO AZ MK                                      2713702.6 |
 QT0539|---------------------------------------------------------------------|
 QT0539
 QT0539                          SUPERSEDED SURVEY CONTROL
 QT0539
 QT0539  NAD 83(1993)-  45 36 11.28381(N)    103 30 25.14566(W) AD(       ) 3
 QT0539  NAD 83(1986)-  45 36 11.28157(N)    103 30 25.14132(W) AD(       ) 3
 QT0539  NAD 27      -  45 36 11.29400(N)    103 30 23.45700(W) AD(       ) 3
 QT0539
 QT0539.Superseded values are not recommended for survey control.
 QT0539
 QT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0539.See file dsdata.pdf to determine how the superseded data were derived.
 QT0539
 QT0539_MARKER: DS = TRIANGULATION STATION DISK
 QT0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0539_STAMPING: BUFFALO 1952
 QT0539_MARK LOGO: CGS
 QT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0539+STABILITY: SURFACE MOTION
 QT0539
 QT0539  HISTORY     - Date     Condition        Report By
 QT0539  HISTORY     - 1952     MONUMENTED       CGS
 QT0539
 QT0539                          STATION DESCRIPTION
 QT0539
 QT0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0539'THE STATION IS IN SECTION 21, T 19 N, R 5 E, ON THE RIGHT-OF-WAY
 QT0539'OF U.S. HIGHWAY 85, ABOUT 2 MILES EAST AND 1/2 MILE NORTH
 QT0539'OF BUFFALO, 37 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 85,
 QT0539'5 FEET NORTH OF A WIRE FENCE AND 4 FEET NORTH OF A 4 X 4 INCH
 QT0539'WITNESS POST.
 QT0539'
 QT0539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0539'STATE HIGHWAY 8 IN BUFFALO, GO NORTH AND EAST ON U.S. HIGHWAY
 QT0539'85 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 QT0539'CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO THE STATION ON THE
 QT0539'RIGHT.
 QT0539'
 QT0539'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0539'BUFFALO 1952.
 QT0539'
 QT0539'REFERENCE MARK 1 IS 37 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QT0539'85 AND 5 FEET NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 4
 QT0539'INCHES AND THE DISK IS STAMPED BUFFALO NO 1 1952.
 QT0539'
 QT0539'REFERENCE MARK 2 IS 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QT0539'85 AND 4 FEET NORTH OF THE WIRE FENCE.  THE MARK PROJECTS
 QT0539'4 INCHES AND THE DISK IS STAMPED BUFFALO NO 2 1952.
 QT0539'
 QT0539'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QT0539'85, 4 FEET SOUTH OF A WIRE FENCE AND 3 FEET EAST-SOUTHEAST
 QT0539'OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 5 INCHES
 QT0539'AND THE DISK IS STAMPED BUFFALO 1952.
 QT0539'
 QT0539'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0543 ***********************************************************************
 QT0543  DESIGNATION -  BUFFALO GRAND RIVER LUTH CH
 QT0543  PID         -  QT0543
 QT0543  STATE/COUNTY-  SD/HARDING
 QT0543  COUNTRY     -  US
 QT0543  USGS QUAD   -  BUFFALO (2017)
 QT0543
 QT0543                         *CURRENT SURVEY CONTROL
 QT0543  ______________________________________________________________________
 QT0543* NAD 83(1996) POSITION- 45 35 10.60853(N) 103 32 40.75559(W)   ADJUSTED
 QT0543  ______________________________________________________________________
 QT0543  GEOID HEIGHT    -        -15.964 (meters)                     GEOID18
 QT0543  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 QT0543  HORZ ORDER      -  THIRD
 QT0543
 QT0543.The horizontal coordinates were established by classical geodetic methods
 QT0543.and adjusted by the National Geodetic Survey in January 1998.
 QT0543
 QT0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0543.GEOID18 height accuracy estimate available here.
 QT0543
 QT0543.Click photographs - Photos may exist for this station.
 QT0543
 QT0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0543
 QT0543. The following values were computed from the NAD 83(1996) position.
 QT0543
 QT0543;                    North         East     Units Scale Factor Converg.
 QT0543;SPC SD N     -   200,852.070   323,473.291   MT  0.99998271   -2 30 31.3
 QT0543;SPC SD N     -   658,962.17  1,061,261.96   sFT  0.99998271   -2 30 31.3
 QT0543;UTM  13      - 5,049,112.068   613,527.480   MT  0.99975846   +1 02 22.8
 QT0543
 QT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1352749112(NAD 83)
 QT0543
 QT0543                          SUPERSEDED SURVEY CONTROL
 QT0543
 QT0543  NAD 83(1993)-  45 35 10.59892(N)    103 32 40.75183(W) AD(       ) 3
 QT0543  NAD 83(1986)-  45 35 10.59615(N)    103 32 40.74790(W) AD(       ) 3
 QT0543  NAD 27      -  45 35 10.61400(N)    103 32 39.06100(W) AD(       ) 3
 QT0543
 QT0543.Superseded values are not recommended for survey control.
 QT0543
 QT0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0543.See file dsdata.pdf to determine how the superseded data were derived.
 QT0543
 QT0543_MARKER: 91 = CHURCH CROSS
 QT0543
 QT0543  HISTORY     - Date     Condition        Report By
 QT0543  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0543
 QT0543                          STATION DESCRIPTION
 QT0543
 QT0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0543'THE STATION IS IN THE NORTHEAST EDGE OF BUFFALO, IT IS A WOODEN
 QT0543'BUILDING COVERED WITH WHITE STUCCO ABOUT 35 FEET HIGH.  THE
 QT0543'POINT INTERSECTED WAS THE TOP OF THE CROSS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0544 ***********************************************************************
 QT0544  DESIGNATION -  BUFFALO MUN AIRPORT BEACON
 QT0544  PID         -  QT0544
 QT0544  STATE/COUNTY-  SD/HARDING
 QT0544  COUNTRY     -  US
 QT0544  USGS QUAD   -  BUFFALO (2017)
 QT0544
 QT0544                         *CURRENT SURVEY CONTROL
 QT0544  ______________________________________________________________________
 QT0544* NAD 83(1996) POSITION- 45 34 52.87755(N) 103 32 07.95826(W)   ADJUSTED
 QT0544  ______________________________________________________________________
 QT0544  GEOID HEIGHT    -        -15.975 (meters)                     GEOID18
 QT0544  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 QT0544  HORZ ORDER      -  THIRD
 QT0544
 QT0544.The horizontal coordinates were established by classical geodetic methods
 QT0544.and adjusted by the National Geodetic Survey in January 1998.
 QT0544
 QT0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0544.GEOID18 height accuracy estimate available here.
 QT0544
 QT0544.Click photographs - Photos may exist for this station.
 QT0544
 QT0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0544
 QT0544. The following values were computed from the NAD 83(1996) position.
 QT0544
 QT0544;                    North         East     Units Scale Factor Converg.
 QT0544;SPC SD N     -   200,274.112   324,159.661   MT  0.99998191   -2 30 08.1
 QT0544;SPC SD N     -   657,065.98  1,063,513.82   sFT  0.99998191   -2 30 08.1
 QT0544;UTM  13      - 5,048,577.818   614,248.144   MT  0.99976048   +1 02 45.9
 QT0544
 QT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1424848577(NAD 83)
 QT0544
 QT0544                          SUPERSEDED SURVEY CONTROL
 QT0544
 QT0544  NAD 83(1993)-  45 34 52.86795(N)    103 32 07.95491(W) AD(       ) 3
 QT0544  NAD 83(1986)-  45 34 52.86526(N)    103 32 07.95032(W) AD(       ) 3
 QT0544  NAD 27      -  45 34 52.87800(N)    103 32 06.26200(W) AD(       ) 3
 QT0544
 QT0544.Superseded values are not recommended for survey control.
 QT0544
 QT0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0544.See file dsdata.pdf to determine how the superseded data were derived.
 QT0544
 QT0544_MARKER: 21 = AIRPORT BEACON
 QT0544
 QT0544  HISTORY     - Date     Condition        Report By
 QT0544  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0544
 QT0544                          STATION DESCRIPTION
 QT0544
 QT0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0544'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE BUSINESS
 QT0544'DISTRICT OF BUFFALO, AND ABOUT 50 FEET WEST OF THE AIRPORT
 QT0544'HANGER.
 QT0544'
 QT0544'IT IS A ROTATING BEACON AT THE APEX OF A 4-LEGGED STEEL TOWER,
 QT0544'AND IS APPROXIMATELY 60 FEET HIGH.  THE STRUCTURE IS PAINTED
 QT0544'IN ALTERNATE SECTIONS RED AND WHITE.  THE POINT OBSERVED
 QT0544'WAS THE ROTATING LIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0545 ***********************************************************************
 QT0545  DESIGNATION -  BUFFALO MUNICIPAL TANK
 QT0545  PID         -  QT0545
 QT0545  STATE/COUNTY-  SD/HARDING
 QT0545  COUNTRY     -  US
 QT0545  USGS QUAD   -  BUFFALO (2017)
 QT0545
 QT0545                         *CURRENT SURVEY CONTROL
 QT0545  ______________________________________________________________________
 QT0545* NAD 83(1996) POSITION- 45 35 04.79917(N) 103 32 59.26330(W)   ADJUSTED
 QT0545  ______________________________________________________________________
 QT0545  GEOID HEIGHT    -        -15.964 (meters)                     GEOID18
 QT0545  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 QT0545  HORZ ORDER      -  THIRD
 QT0545
 QT0545.The horizontal coordinates were established by classical geodetic methods
 QT0545.and adjusted by the National Geodetic Survey in January 1998.
 QT0545
 QT0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0545.GEOID18 height accuracy estimate available here.
 QT0545
 QT0545.Click photographs - Photos may exist for this station.
 QT0545
 QT0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0545
 QT0545. The following values were computed from the NAD 83(1996) position.
 QT0545
 QT0545;                    North         East     Units Scale Factor Converg.
 QT0545;SPC SD N     -   200,690.466   323,064.622   MT  0.99998245   -2 30 44.4
 QT0545;SPC SD N     -   658,431.97  1,059,921.18   sFT  0.99998245   -2 30 44.4
 QT0545;UTM  13      - 5,048,925.523   613,129.686   MT  0.99975735   +1 02 09.5
 QT0545
 QT0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1312948925(NAD 83)
 QT0545
 QT0545                          SUPERSEDED SURVEY CONTROL
 QT0545
 QT0545  NAD 83(1993)-  45 35 04.78956(N)    103 32 59.25983(W) AD(       ) 3
 QT0545  NAD 83(1986)-  45 35 04.78688(N)    103 32 59.25520(W) AD(       ) 3
 QT0545  NAD 27      -  45 35 04.79900(N)    103 32 57.56300(W) AD(       ) 3
 QT0545
 QT0545.Superseded values are not recommended for survey control.
 QT0545
 QT0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0545.See file dsdata.pdf to determine how the superseded data were derived.
 QT0545
 QT0545_MARKER: 53 = ELEVATED TANK
 QT0545
 QT0545  HISTORY     - Date     Condition        Report By
 QT0545  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0545
 QT0545                          STATION DESCRIPTION
 QT0545
 QT0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0545'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF BUFFALO,
 QT0545'ON THE CREST OF A LOW HILL.
 QT0545'
 QT0545'IT IS A ROUND, WOODEN TANK SET ON A PLATFORM AT THE APEX OF
 QT0545'A 4-LEGGED STEEL TOWER.  IT IS PAINTED WHITE AND ITS HEIGHT
 QT0545'OVERALL IS APPROXIMATELY 125 FEET.  THE POINT OBSERVED WAS
 QT0545'A FINIAL AT THE APEX.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0939 ***********************************************************************
 OR0939  DESIGNATION -  BULL
 OR0939  PID         -  OR0939
 OR0939  STATE/COUNTY-  SD/LYMAN
 OR0939  COUNTRY     -  US
 OR0939  USGS QUAD   -  HAMILL SE (2017)
 OR0939
 OR0939                         *CURRENT SURVEY CONTROL
 OR0939  ______________________________________________________________________
 OR0939* NAD 83(1996) POSITION- 43 32 34.64763(N) 099 35 36.73966(W)   ADJUSTED
 OR0939* NAVD 88 ORTHO HEIGHT -   629.    (meters)     2064.    (feet) SCALED
 OR0939  ______________________________________________________________________
 OR0939  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 OR0939  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 OR0939  HORZ ORDER      -  FIRST
 OR0939
 OR0939.The horizontal coordinates were established by classical geodetic methods
 OR0939.and adjusted by the National Geodetic Survey in January 1998.
 OR0939
 OR0939.The orthometric height was scaled from a topographic map.
 OR0939
 OR0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0939.GEOID18 height accuracy estimate available here.
 OR0939
 OR0939.Click photographs - Photos may exist for this station.
 OR0939
 OR0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0939
 OR0939. The following values were computed from the NAD 83(1996) position.
 OR0939
 OR0939;                    North         East     Units Scale Factor Converg.
 OR0939;SPC SD S     -   134,644.625   659,783.381   MT  0.99990773   +0 30 37.3
 OR0939;SPC SD S     -   441,746.57  2,164,639.31   sFT  0.99990773   +0 30 37.3
 OR0939;UTM  14      - 4,821,283.295   452,049.743   MT  0.99962828   -0 24 32.0
 OR0939
 OR0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0939!SPC SD S     -   0.99990539  x   0.99990773  =   0.99981313
 OR0939!UTM  14      -   0.99990539  x   0.99962828  =   0.99953370
 OR0939
 OR0939:                Primary Azimuth Mark                     Grid Az
 OR0939:SPC SD S     -  BULL AZ MK                               225 56 56.4
 OR0939:UTM  14      -  BULL AZ MK                               226 52 05.7
 OR0939
 OR0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5204921283(NAD 83)
 OR0939
 OR0939|---------------------------------------------------------------------|
 OR0939| PID    Reference Object                     Distance      Geod. Az  |
 OR0939|                                                           dddmmss.s |
 OR0939| CO2361 BULL RM 1                             4.420 METERS 01726     |
 OR0939| CO2362 BULL RM 2                             3.322 METERS 10847     |
 OR0939| CO2360 BULL AZ MK                                         2262733.7 |
 OR0939|---------------------------------------------------------------------|
 OR0939
 OR0939                          SUPERSEDED SURVEY CONTROL
 OR0939
 OR0939  NAD 83(1995)-  43 32 34.64561(N)    099 35 36.74542(W) AD(       ) 1
 OR0939  NAD 83(1986)-  43 32 34.64773(N)    099 35 36.74795(W) AD(       ) 1
 OR0939  NAD 27      -  43 32 34.65200(N)    099 35 35.35700(W) AD(       ) 1
 OR0939
 OR0939.Superseded values are not recommended for survey control.
 OR0939
 OR0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0939.See file dsdata.pdf to determine how the superseded data were derived.
 OR0939
 OR0939_MARKER: DS = TRIANGULATION STATION DISK
 OR0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0939_STAMPING: BULL 1936
 OR0939_MARK LOGO: CGS
 OR0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0939+STABILITY: SURFACE MOTION
 OR0939
 OR0939  HISTORY     - Date     Condition        Report By
 OR0939  HISTORY     - 1936     MONUMENTED       CGS
 OR0939
 OR0939                          STATION DESCRIPTION
 OR0939
 OR0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0939'STATION IS ABOUT 18.1 MILES BY ROAD NORTH OF DIXON, 14.5
 OR0939'MILES WEST OF IONA, 0.6 MILE EAST OF A SECTION-LINE ROAD,
 OR0939'AT THE HIGHEST POINT OF A LONE POINTED HILL, AND ABOUT 0.3
 OR0939'MILE NORTH OF AN EAST-WEST FENCE LINE.
 OR0939'
 OR0939'REACHED FROM DIXON BY GOING WEST FOR 2.0 MILES TO CROSSROADS,
 OR0939'TURN RIGHT (NORTH) GO 9.7 MILES TO A T-ROAD WEST, TURN WEST
 OR0939'GO 4.3 MILES TO CROSS ROAD, TURN NORTH GO 1.5 MILES TO GATE
 OR0939'ON RIGHT AT INTERSECTION OF FENCE LINES, GO THROUGH GATE
 OR0939'AND PROCEED NORTHEAST ACROSS PASTURE 0.5 MILE TO TOP OF
 OR0939'HILL AND STATION ON HIGHEST POINT.  MARK PROJECTS ABOUT 5
 OR0939'INCHES.
 OR0939'
 OR0939'REFERENCE MARK NO. 1 IS NORTH OF STATION.  MARK PROJECTS
 OR0939'ABOUT 4 INCHES.
 OR0939'
 OR0939'REFERENCE MARK NO. 2 IS EAST OF STATION.  MARK PROJECTS
 OR0939'ABOUT 4 INCHES.
 OR0939'
 OR0939'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF STATION, AT
 OR0939'GATE ENTERING PASTURE, 15 FEET EAST OF GATE, 1 FOOT NORTH
 OR0939'OF EAST-WEST FENCE LINE.  MARK PROJECTS ABOUT 5 INCHES.
 OR0939'
 OR0939'ALL LIGHTS VISIBLE FROM A 4-FOOT STAND.
 OR0939'
 OR0939'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0939'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0954 ***********************************************************************
 PT0954  DESIGNATION -  BULL
 PT0954  PID         -  PT0954
 PT0954  STATE/COUNTY-  SD/ZIEBACH
 PT0954  COUNTRY     -  US
 PT0954  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0954
 PT0954                         *CURRENT SURVEY CONTROL
 PT0954  ______________________________________________________________________
 PT0954* NAD 83(1996) POSITION- 44 45 02.19627(N) 101 15 09.22883(W)   ADJUSTED
 PT0954* NAVD 88 ORTHO HEIGHT -   612.348 (meters)     2009.01  (feet) ADJUSTED
 PT0954  ______________________________________________________________________
 PT0954  GEOID HEIGHT    -        -21.693 (meters)                     GEOID18
 PT0954  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 PT0954  DYNAMIC HEIGHT  -        612.232 (meters)     2008.63  (feet) COMP
 PT0954  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 PT0954
 PT0954  HORZ ORDER      -  SECOND
 PT0954  VERT ORDER      -  FIRST     CLASS II
 PT0954
 PT0954.The horizontal coordinates were established by classical geodetic methods
 PT0954.and adjusted by the National Geodetic Survey in January 1998.
 PT0954
 PT0954.The orthometric height was determined by differential leveling and
 PT0954.adjusted by the NATIONAL GEODETIC SURVEY
 PT0954.in June 1991.
 PT0954
 PT0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0954.GEOID18 height accuracy estimate available here.
 PT0954
 PT0954.Click photographs - Photos may exist for this station.
 PT0954
 PT0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0954
 PT0954.The dynamic height is computed by dividing the NAVD 88
 PT0954.geopotential number by the normal gravity value computed on the
 PT0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0954.degrees latitude (g = 980.6199 gals.).
 PT0954
 PT0954.The modeled gravity was interpolated from observed gravity values.
 PT0954
 PT0954. The following values were computed from the NAD 83(1996) position.
 PT0954
 PT0954;                    North         East     Units Scale Factor Converg.
 PT0954;SPC SD N     -   102,696.923   500,820.480   MT  0.99995280   -0 53 11.4
 PT0954;SPC SD N     -   336,931.49  1,643,108.52   sFT  0.99995280   -0 53 11.4
 PT0954;SPC SD S     -   268,965.361   527,201.893   MT  1.00010270   -0 38 02.9
 PT0954;SPC SD S     -   882,430.52  1,729,661.54   sFT  1.00010270   -0 38 02.9
 PT0954;UTM  14      - 4,957,715.194   321,694.599   MT  0.99999097   -1 35 10.6
 PT0954
 PT0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0954!SPC SD N     -   0.99990740  x   0.99995280  =   0.99986020
 PT0954!SPC SD S     -   0.99990740  x   1.00010270  =   1.00001009
 PT0954!UTM  14      -   0.99990740  x   0.99999097  =   0.99989837
 PT0954
 PT0954:                Primary Azimuth Mark                     Grid Az
 PT0954:SPC SD N     -  K 72                                     318 50 33.4
 PT0954:SPC SD S     -  K 72                                     318 35 24.9
 PT0954:UTM  14      -  K 72                                     319 32 32.6
 PT0954
 PT0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2169457715(NAD 83)
 PT0954
 PT0954|---------------------------------------------------------------------|
 PT0954| PID    Reference Object                     Distance      Geod. Az  |
 PT0954|                                                           dddmmss.s |
 PT0954| CP8889 BULL RM 1                            14.778 METERS 12723     |
 PT0954| CP8890 BULL RM 2                            13.802 METERS 22718     |
 PT0954| PT0390 K 72                                               3175722.0 |
 PT0954|---------------------------------------------------------------------|
 PT0954
 PT0954                          SUPERSEDED SURVEY CONTROL
 PT0954
 PT0954  NAD 83(1986)-  44 45 02.18930(N)    101 15 09.22990(W) AD(       ) 2
 PT0954  NAD 27      -  44 45 02.24900(N)    101 15 07.69100(W) AD(       ) 2
 PT0954  NGVD 29             611.87   (m)         2007.4    (f) LEVELING    3  
 PT0954
 PT0954.Superseded values are not recommended for survey control.
 PT0954
 PT0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0954.See file dsdata.pdf to determine how the superseded data were derived.
 PT0954
 PT0954_MARKER: DB = BENCH MARK DISK
 PT0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0954_MARK LOGO: USGS
 PT0954_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0954+STABILITY: SURFACE MOTION
 PT0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0954+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 PT0954
 PT0954  HISTORY     - Date     Condition        Report By
 PT0954  HISTORY     - 1952     MONUMENTED       USGS
 PT0954  HISTORY     - 1985     GOOD             NGS
 PT0954  HISTORY     - 20110411 GOOD             INDIV
 PT0954
 PT0954                          STATION DESCRIPTION
 PT0954
 PT0954'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (JCM)
 PT0954'THE STATION IS IN SECTION 7, T 9 N, R 24 E, ABOUT 17 MILES SOUTH
 PT0954'AND 3/4 MILES WEST OF EAGLE BUTTE, 4 MILES NORTH OF THE CHEYENNE
 PT0954'RIVER, 42 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 63 AND 6.5
 PT0954'FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT0954'
 PT0954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PT0954'STATE HIGHWAY 63, (2 MILES WEST-SOUTHWEST OF EAGLE BUTTE) GO SOUTH
 PT0954'ON STATE HIGHWAY 63 FOR 16.5 MILES TO A POINT WHERE THE HIGHWAY
 PT0954'TURNS TO THE EAST, CONTINUE EAST, SOUTH AND SOUTHEAST ON THE
 PT0954'HIGHWAY FOR 2.5 MILES TO THE BENCH MARK (AZIMUTH MARK) ON THE
 PT0954'LEFT AS DESCRIBED BELOW, CONTINUE SOUTHEASTERLY ON THE HIGHWAY
 PT0954'FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT0954'
 PT0954'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PT0954'MARK DISK SET IN THE TOP OF AN 8-INCH CONCRETE POST.  THE MARK
 PT0954'PROJECTS 6 INCHES AND THE DISK IS NOT STAMPED.
 PT0954'
 PT0954'REFERENCE MARK 1 IS 39 FEET SOUTHWEST OF THE CENTER OF THE
 PT0954'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT0954'BULL USGS NO 1 1952.
 PT0954'
 PT0954'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT0954'BULL USGS NO 2 1952.
 PT0954'
 PT0954'BENCH MARK K 27 WAS USE AS THE AZIMUTH MARK.  IT IS 32 FEET
 PT0954'NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A WIRE
 PT0954'FENCE AND 2 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT0954'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 PT0954'MARK DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 PT0954'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED K 72 1934.
 PT0954'
 PT0954'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0954
 PT0954                          STATION RECOVERY (1985)
 PT0954
 PT0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0954'33.1 KM (20.55 MI) SOUTH FROM EAGLE BUTTE.
 PT0954'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0954'STREET AT EAGLE BUTTE, THENCE 29.61 KM (18.40 MI) SOUTH ALONG STATE
 PT0954'HIGHWAY 63, IN TOP OF THE HIGHEST POINT OF A LOW RISE, 0.55 KM (0.34
 PT0954'MI) SOUTHEAST OF THE SOUTHEAST END OF A LONG CURVE, 87.8 METERS (288
 PT0954'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 91.4 METERS (300 FT) SOUTH OF
 PT0954'THE SOUTHEAST END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE, 57.6
 PT0954'METERS (189 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND 14.8 METERS
 PT0954'(48.5 FT) NORTHWEST OF BULL USGS RM 1.  NOTE--DISK IS NOT STAMPED.
 PT0954'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0954'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 PT0954
 PT0954                          STATION RECOVERY (2011)
 PT0954
 PT0954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1196 ***********************************************************************
 PT1196  DESIGNATION -  BULL
 PT1196  PID         -  PT1196
 PT1196  STATE/COUNTY-  SD/ZIEBACH
 PT1196  COUNTRY     -  US
 PT1196  USGS QUAD   -  DEAD HORSE DRAW (2017)
 PT1196
 PT1196                         *CURRENT SURVEY CONTROL
 PT1196  ______________________________________________________________________
 PT1196* NAD 83(1996) POSITION- 44 37 37.65796(N) 101 58 20.96479(W)   ADJUSTED
 PT1196* NAVD 88 ORTHO HEIGHT -   748.71  (+/-2cm)     2456.4   (feet) VERTCON3
 PT1196  ______________________________________________________________________
 PT1196  GEOID HEIGHT    -        -20.036 (meters)                     GEOID18
 PT1196  LAPLACE CORR    -         -7.46  (seconds)                    DEFLEC18
 PT1196  HORZ ORDER      -  FIRST
 PT1196  VERT ORDER      -  THIRD ? (See Below)
 PT1196
 PT1196.The horizontal coordinates were established by classical geodetic methods
 PT1196.and adjusted by the National Geodetic Survey in January 1998.
 PT1196
 PT1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1196
 PT1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1196.GEOID18 height accuracy estimate available here.
 PT1196
 PT1196.The vertical order pertains to the NGVD 29 superseded value.
 PT1196
 PT1196.Click photographs - Photos may exist for this station.
 PT1196
 PT1196.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1196
 PT1196. The following values were computed from the NAD 83(1996) position.
 PT1196
 PT1196;                    North         East     Units Scale Factor Converg.
 PT1196;SPC SD N     -    90,114.852   443,490.734   MT  0.99996634   -1 23 45.6
 PT1196;SPC SD N     -   295,651.81  1,455,019.18   sFT  0.99996634   -1 23 45.6
 PT1196;SPC SD S     -   256,122.888   469,922.516   MT  1.00006220   -1 07 50.8
 PT1196;SPC SD S     -   840,296.51  1,541,737.45   sFT  1.00006220   -1 07 50.8
 PT1196;UTM  14      - 4,945,829.022   264,206.265   MT  1.00028377   -2 05 20.8
 PT1196;UTM  13      - 4,945,989.706   740,158.235   MT  1.00030932   +2 07 40.1
 PT1196
 PT1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1196!SPC SD N     -   0.99988576  x   0.99996634  =   0.99985211
 PT1196!SPC SD S     -   0.99988576  x   1.00006220  =   0.99994796
 PT1196!UTM  14      -   0.99988576  x   1.00028377  =   1.00016950
 PT1196!UTM  13      -   0.99988576  x   1.00030932  =   1.00019505
 PT1196
 PT1196:                Primary Azimuth Mark                     Grid Az
 PT1196:SPC SD N     -  BULL AZ MK                               327 32 40.6
 PT1196:SPC SD S     -  BULL AZ MK                               327 16 45.8
 PT1196:UTM  14      -  BULL AZ MK                               328 14 15.8
 PT1196:UTM  13      -  BULL AZ MK                               324 01 14.9
 PT1196
 PT1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6420645829(NAD 83)
 PT1196
 PT1196|---------------------------------------------------------------------|
 PT1196| PID    Reference Object                     Distance      Geod. Az  |
 PT1196|                                                           dddmmss.s |
 PT1196| CP8887 BULL RM 1                            13.338 METERS 18115     |
 PT1196| CP8888 BULL RM 2                            13.365 METERS 26408     |
 PT1196| CP8886 BULL AZ MK                                         3260855.0 |
 PT1196|---------------------------------------------------------------------|
 PT1196
 PT1196                          SUPERSEDED SURVEY CONTROL
 PT1196
 PT1196  NAD 83(1986)-  44 37 37.64985(N)    101 58 20.96531(W) AD(       ) 1
 PT1196  NAD 27      -  44 37 37.69600(N)    101 58 19.40100(W) AD(       ) 1
 PT1196  NGVD 29             748.24   (m)         2454.9    (f) LEVELING    3  
 PT1196
 PT1196.Superseded values are not recommended for survey control.
 PT1196
 PT1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1196.See file dsdata.pdf to determine how the superseded data were derived.
 PT1196
 PT1196_MARKER: DS = TRIANGULATION STATION DISK
 PT1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1196_STAMPING: BULL 1950
 PT1196_MARK LOGO: CGS
 PT1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1196+STABILITY: SURFACE MOTION
 PT1196
 PT1196  HISTORY     - Date     Condition        Report By
 PT1196  HISTORY     - 1950     MONUMENTED       CGS
 PT1196
 PT1196                          STATION DESCRIPTION
 PT1196
 PT1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1196'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF HOWES, ON THE
 PT1196'CHEYENNE RIVER INDIAN RESERVATION, 32 FEET SOUTH OF THE CENTER
 PT1196'OF A TRACK ROAD, AND 11 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 PT1196'
 PT1196'TO REACH THE STATION FROM THE HOWES POST OFFICE, GO NORTH ON
 PT1196'STATE HIGHWAY NO. 73 FOR 3.0 MILES.  THEN TURN RIGHT, EAST,
 PT1196'THROUGH A WIRE GATE AND ON A TRACK ROAD FOR 2.8 MILES TO A SIDE
 PT1196'ROAD ON THE RIGHT, JUST AFTER CROSSING A CATTLE GUARD.  THEN
 PT1196'RIGHT, SOUTHEASTERLY, FOR 1.95 MILES TO THE AZIMUTH MARK ON
 PT1196'THE LEFT AS DESCRIBED.  CONTINUE, SOUTHEASTERLY, FOR 0.75 MILE
 PT1196'TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT1196'
 PT1196'THE STATION MARK PROJECTS 2 INCHES.  AND THE DISK IS STAMPED
 PT1196'BULL 1950.
 PT1196'
 PT1196'REFERENCE MARK NO. 1 IS 56 FEET SOUTH OF THE CENTER OF THE TRACK
 PT1196'ROAD.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED BULL 1950
 PT1196'NO. 1.
 PT1196'
 PT1196'REFERENCE MARK NO. 2 IS 71 FEET SOUTH OF THE CENTER OF THE
 PT1196'TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1196'BULL 1950 NO. 1.
 PT1196'
 PT1196'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF THE CENTER OF THE
 PT1196'TRACK ROAD, AND 3.6 FEET NORTHEAST OF A WITNESS POST.  IT
 PT1196'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BULL 1950.
 PT1196'
 PT1196'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1196'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0840 ***********************************************************************
 QS0840  DESIGNATION -  BULL HEAD
 QS0840  PID         -  QS0840
 QS0840  STATE/COUNTY-  SD/CORSON
 QS0840  COUNTRY     -  US
 QS0840  USGS QUAD   -  BULLHEAD SW (2017)
 QS0840
 QS0840                         *CURRENT SURVEY CONTROL
 QS0840  ______________________________________________________________________
 QS0840* NAD 83(1996) POSITION- 45 45 46.55965(N) 101 09 57.67391(W)   ADJUSTED
 QS0840* NAVD 88 ORTHO HEIGHT -   639.    (meters)     2096.    (feet) SCALED
 QS0840  ______________________________________________________________________
 QS0840  GEOID HEIGHT    -        -20.814 (meters)                     GEOID18
 QS0840  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 QS0840  HORZ ORDER      -  SECOND
 QS0840
 QS0840.The horizontal coordinates were established by classical geodetic methods
 QS0840.and adjusted by the National Geodetic Survey in January 1998.
 QS0840
 QS0840.The orthometric height was scaled from a topographic map.
 QS0840
 QS0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0840.GEOID18 height accuracy estimate available here.
 QS0840
 QS0840.Click photographs - Photos may exist for this station.
 QS0840
 QS0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0840
 QS0840. The following values were computed from the NAD 83(1996) position.
 QS0840
 QS0840;                    North         East     Units Scale Factor Converg.
 QS0840;SPC SD N     -   215,084.581   509,292.890   MT  1.00001634   -0 49 30.9
 QS0840;SPC SD N     -   705,656.66  1,670,905.09   sFT  1.00001634   -0 49 30.9
 QS0840;UTM  14      - 5,069,989.866   331,566.195   MT  0.99994879   -1 33 08.0
 QS0840
 QS0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0840!SPC SD N     -   0.99990302  x   1.00001634  =   0.99991936
 QS0840!UTM  14      -   0.99990302  x   0.99994879  =   0.99985182
 QS0840
 QS0840:                Primary Azimuth Mark                     Grid Az
 QS0840:SPC SD N     -  CADILLAC                                 050 04 52.9
 QS0840:UTM  14      -  CADILLAC                                 050 48 30.0
 QS0840
 QS0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3156669989(NAD 83)
 QS0840
 QS0840|---------------------------------------------------------------------|
 QS0840| PID    Reference Object                     Distance      Geod. Az  |
 QS0840|                                                           dddmmss.s |
 QS0840| QS0834 CADILLAC                            APPROX.19.4 KM 0491522.0 |
 QS0840| CQ7203 BULL HEAD RM 1                       11.899 METERS 12926     |
 QS0840| CQ7204 BULL HEAD RM 2                       11.888 METERS 22738     |
 QS0840| CQ7202 BULL HEAD AZ MK                                    3113516.0 |
 QS0840|---------------------------------------------------------------------|
 QS0840
 QS0840                          SUPERSEDED SURVEY CONTROL
 QS0840
 QS0840  NAD 83(1986)-  45 45 46.55115(N)    101 09 57.66997(W) AD(       ) 2
 QS0840  NAD 27      -  45 45 46.55900(N)    101 09 56.17700(W) AD(       ) 2
 QS0840
 QS0840.Superseded values are not recommended for survey control.
 QS0840
 QS0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0840.See file dsdata.pdf to determine how the superseded data were derived.
 QS0840
 QS0840_MARKER: DS = TRIANGULATION STATION DISK
 QS0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0840_STAMPING: BULL HEAD 1952
 QS0840_MARK LOGO: CGS
 QS0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0840+STABILITY: SURFACE MOTION
 QS0840
 QS0840  HISTORY     - Date     Condition        Report By
 QS0840  HISTORY     - 1952     MONUMENTED       CGS
 QS0840  HISTORY     - 1972     GOOD             USGS
 QS0840
 QS0840                          STATION DESCRIPTION
 QS0840
 QS0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0840'THE STATION IS IN SECTION 20, T 21 N, R 24 E, ON THE DIVIDE BETWEEN
 QS0840'THE GRAND RIVER AND STINK CREEK, ABOUT 4-1/2 MILES WEST OF THE SMALL
 QS0840'VILLAGE OF BULL HEAD, 150 EAST OF A TRACK ROAD AND 17 FEET
 QS0840'NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0840'
 QS0840'TO REACH THE STATION FROM THE POST OFFICE IN BULL HEAD, GO
 QS0840'WEST ON THE MAIN GRADED DIRT ROAD FOR 5.1 MILES TO THE TOP OF A
 QS0840'RISE WHERE TRACK ROADS LEAD SOUTHWEST, NORTHWEST, NORTH, NORTHEAST,
 QS0840'SOUTHEAST AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 QS0840'TURN SHARP LEFT (SOUTHEAST) AND FOLLOW THE TRACK ROAD FOR 0.6
 QS0840'MILE, TURN LEFT (EAST) AND GO ACROSS PASTURE LAND FOR 150 FEET TO
 QS0840'THE HIGHEST POINT AND STATION.
 QS0840'
 QS0840'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BULL
 QS0840'HEAD 1952.
 QS0840'
 QS0840'REFERENCE MARK 1 IS 160 FEET EAST OF THE TRACK ROAD.  THE MARK
 QS0840'PROJECTS 7 INCHES AND THE DISK IS STAMPED BULL HEAD NO 1 1952.
 QS0840'
 QS0840'REFERENCE MARK 2 IS 110 FEET EAST OF THE TRACK ROAD.  THE MARK
 QS0840'PROJECTS 5 INCHES AND THE DISK IS STAMPED BULL HEAD NO 2 1952.
 QS0840'
 QS0840'THE AZIMUTH MARK IS 44 FEET NORTHEAST OF THE CENTER OF THE TRACK
 QS0840'ROAD, 33 FEET SOUTH OF THE CENTER OF THE GRADED DIRT ROAD, 31
 QS0840'FEET EAST OF A GATE POST AND 6 FEET EAST OF A WHITE 4 IN X 4 IN
 QS0840'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QS0840'BULL HEAD 1952.
 QS0840'
 QS0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0840
 QS0840                          STATION RECOVERY (1972)
 QS0840
 QS0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0840'THE STATION, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 QS0840'THE AZIMUTH MARK WAS FOUND DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2331 ***********************************************************************
 PU2331  DESIGNATION -  BULLOCK
 PU2331  PID         -  PU2331
 PU2331  STATE/COUNTY-  SD/PENNINGTON
 PU2331  COUNTRY     -  US
 PU2331  USGS QUAD   -  SILVER CITY (2017)
 PU2331
 PU2331                         *CURRENT SURVEY CONTROL
 PU2331  ______________________________________________________________________
 PU2331* NAD 83(1996) POSITION- 44 02 34.73653(N) 103 31 34.55580(W)   ADJUSTED
 PU2331* NAVD 88 ORTHO HEIGHT -  1706.    (meters)     5597.    (feet) SCALED
 PU2331  ______________________________________________________________________
 PU2331  GEOID HEIGHT    -        -13.930 (meters)                     GEOID18
 PU2331  LAPLACE CORR    -        -15.99  (seconds)                    DEFLEC18
 PU2331  HORZ ORDER      -  SECOND
 PU2331
 PU2331.The horizontal coordinates were established by classical geodetic methods
 PU2331.and adjusted by the National Geodetic Survey in January 1998.
 PU2331
 PU2331.The orthometric height was scaled from a topographic map.
 PU2331
 PU2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2331.GEOID18 height accuracy estimate available here.
 PU2331
 PU2331.Click photographs - Photos may exist for this station.
 PU2331
 PU2331.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2331
 PU2331. The following values were computed from the NAD 83(1996) position.
 PU2331
 PU2331;                    North         East     Units Scale Factor Converg.
 PU2331;SPC SD S     -   194,848.544   344,171.859   MT  0.99993430   -2 12 09.5
 PU2331;SPC SD S     -   639,265.60  1,129,170.51   sFT  0.99993430   -2 12 09.5
 PU2331;UTM  13      - 4,877,702.576   618,070.477   MT  0.99977146   +1 01 28.8
 PU2331
 PU2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2331!SPC SD S     -   0.99973481  x   0.99993430  =   0.99966913
 PU2331!UTM  13      -   0.99973481  x   0.99977146  =   0.99950633
 PU2331
 PU2331:                Primary Azimuth Mark                     Grid Az
 PU2331:SPC SD S     -  BULLOCK AZ MK 2                          095 59 32.6
 PU2331:UTM  13      -  BULLOCK AZ MK 2                          092 45 54.3
 PU2331
 PU2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1807077702(NAD 83)
 PU2331
 PU2331|---------------------------------------------------------------------|
 PU2331| PID    Reference Object                     Distance      Geod. Az  |
 PU2331|                                                           dddmmss.s |
 PU2331| CP8891 BULLOCK AZ MK                                      0900658.1 |
 PU2331| CP8892 BULLOCK AZ MK 2                                    0934723.1 |
 PU2331| CP8893 BULLOCK RM 1                          5.273 METERS 13354     |
 PU2331| PU2332 SETH BULLOCK LOT 1950                 6.761 METERS 17120     |
 PU2331| OT0812 HARNEY PEAK LOOKOUT TOWER           APPROX.19.7 KM 1810746.1 |
 PU2331| CP8895 BULLOCK RM 3                          5.005 METERS 19429     |
 PU2331| CP8894 BULLOCK RM 2                          4.459 METERS 24006     |
 PU2331|---------------------------------------------------------------------|
 PU2331
 PU2331                          SUPERSEDED SURVEY CONTROL
 PU2331
 PU2331  NAD 83(1993)-  44 02 34.72900(N)    103 31 34.55946(W) AD(       ) 2
 PU2331  NAD 83(1986)-  44 02 34.72939(N)    103 31 34.55734(W) AD(       ) 2
 PU2331  NAD 27      -  44 02 34.77200(N)    103 31 32.86700(W) AD(       ) 2
 PU2331
 PU2331.Superseded values are not recommended for survey control.
 PU2331
 PU2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2331.See file dsdata.pdf to determine how the superseded data were derived.
 PU2331
 PU2331_MARKER: DS = TRIANGULATION STATION DISK
 PU2331_SETTING: 66 = SET IN ROCK OUTCROP
 PU2331_STAMPING: BULLOCK 1950
 PU2331_MARK LOGO: CGS
 PU2331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2331+STABILITY: POSITION/ELEVATION WELL
 PU2331
 PU2331  HISTORY     - Date     Condition        Report By
 PU2331  HISTORY     - 1950     MONUMENTED       CGS
 PU2331  HISTORY     - 1975     GOOD             NGS
 PU2331  HISTORY     - 20120923 MARK NOT FOUND   INDIV
 PU2331  HISTORY     - 20210911 MARK NOT FOUND   GEOCAC
 PU2331
 PU2331                          STATION DESCRIPTION
 PU2331
 PU2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2331'THE STATION IS ABOUT 15-1/2 MILES WEST AND 2-1/2 MILES SOUTH OF
 PU2331'RAPID CITY, 8-3/4 MILES NORTH AND 1-3/4 MILES EAST OF HILL
 PU2331'CITY, 2 MILES WEST AND 2 MILES SOUTH OF THE PACTOLA POST OFFICE,
 PU2331'AND IN THE BLACK HILLS NATIONAL FOREST.  IT IS 6 FEET SOUTH OF A
 PU2331'WIND CHARGER.
 PU2331'
 PU2331'TO REACH THE AZIMUTH MARK FROM THE STATION.  FOLLOW THE FOREST
 PU2331'SERVICE ROAD EAST FOR 1.6 MILES TO THE MARK ON THE RIGHT.
 PU2331'
 PU2331'STATION DISK IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND IT
 PU2331'IS STAMPED BULLOCK 1950.
 PU2331'
 PU2331'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILLED HOLE IN
 PU2331'THE CONCRETE BASE OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 PU2331'THE DISK IS STAMPED BULLOCK NO 1 1950.
 PU2331'
 PU2331'REFERENCE MARK NO. 2 IS 21 FEET SOUTHWEST OF THE WIND CHARGER.
 PU2331'THE MARK IS A STANDARD DISK SET IN A DRILLED HOLE IN OUTCROPPING
 PU2331'BEDROCK.  THE DISK IS STAMPED BULLOCK NO 2 1950.
 PU2331'
 PU2331'THE AZIMUTH MARK IS 26 FEET SOUTHWEST OF THE CENTER OF THE ROAD,
 PU2331'AND 5 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD
 PU2331'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 PU2331'6 INCHES.  THE DISK IS STAMPED BULLOCK 1950.
 PU2331'
 PU2331'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2331
 PU2331                          STATION RECOVERY (1975)
 PU2331
 PU2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PU2331'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 PU2331'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WITH
 PU2331'THE DISK SHIRRED OFF, THE SHANK OF THE MARK WAS STILL INTACT, IT
 PU2331'WAS OBSERVED FOR A CHECK.  A DIFFERENCE WAS FOUND IN THE DISTANCE
 PU2331'TO THE AZIMUTH MARK, 1.6 MILES IS THE DISTANCE BY ROAD.  THE
 PU2331'AZIMUTH MARK WAS IN DANGER OF BEING DESTROYED BY ROAD
 PU2331'IMPROVEMENTS, AZIMUTH MARK 2 WAS SET NEARBY AND THE DISK WAS
 PU2331'REMOVED FROM THE 1950 AZIMUTH MARK AT THIS TIME.  REFERENCE MARK
 PU2331'NO. 3 WAS SET.
 PU2331'
 PU2331'A NEW DESCRIPTION FOLLOWS--
 PU2331'
 PU2331'THE STATION IS LOCATED NEAR THE SETH BULLOCK LOOKOUT TOWER IN THE
 PU2331'BLACK HILLS NATIONAL FOREST, ABOUT 16 MILES WEST-SOUTHWEST OF RAPID
 PU2331'CITY, 9 MILES NORTH-NORTHEAST OF HILL CITY, 2 MILES WEST AND 2
 PU2331'MILES SOUTH OF THE PACTOLA POST OFFICE, AND 2 MILES WEST OF U.S.
 PU2331'HIGHWAY 385, NEAR THE SOUTH END OF A HIGH ROCK RIDGE.
 PU2331'
 PU2331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND STATE
 PU2331'HIGHWAY 44 WHICH IS ABOUT 15 MILES WEST OF RAPID CITY, GO SOUTH ON
 PU2331'HIGHWAY 385 FOR 5.1 MILES TO A SIDE ROAD RIGHT AND THE ENTRANCE TO
 PU2331'THE BLACK FOREST INN, TURN RIGHT AND FOLLOW THE SIDE ROAD
 PU2331'NORTHWESTERLY FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 PU2331'FOLLOW FOREST ROAD 251 WESTERLY FOR 1.35 MILES TO THE JUNCTION WITH
 PU2331'FOREST ROAD 156 ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS
 PU2331'DESCRIBED, TURN RIGHT AND FOLLOW ROAD 156 FOR 0.3 MILE TO A LOCKED
 PU2331'GATE, (KEYS MAY BE OBTAINED FROM THE FOREST SERVICE IN
 PU2331'CUSTER OR RAPID CITY), GO THRU THE GATE AND FOLLOW THE TRACK
 PU2331'ROAD 1.3 MILES TO THE FOREST SERVICE CABIN NEAR THE LOOKOUT
 PU2331'TOWER.  PACK EASTERLY FROM THE NORTH SIDE OF THE CABIN UP A
 PU2331'PATH TO THE SOUTH END OF THE ROCK RIDGE, TO THE SITE OF THE OLD
 PU2331'LOOKOUT TOWER (DISMANTLED) AND THE STATION AS DESCRIBED.  THIS
 PU2331'IS ABOUT 100 FEET SOUTHEAST OF THE NEW LOOKOUT TOWER.  IT IS
 PU2331'ABOUT A 3-MINUTE PACK.
 PU2331'
 PU2331'THE STATION MARK IS A STANDARD DISK STAMPED BULLOCK 1950, CEMENTED
 PU2331'IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  IT IS 22 FEET NORTH OF
 PU2331'THE CENTER OF THE STONE STEPS FOR THE DISMANTLED TOWER, AND 12 FEET
 PU2331'SOUTH OF THE TOP OF THE STONE STAIRS LEADING NORTH DOWN THE
 PU2331'MOUNTAIN.
 PU2331'
 PU2331'REFERENCE MARK NO. 1 IS THE CENTER OF THE SHANK OF THE ORIGINAL
 PU2331'MARK, SET IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BASE FOR
 PU2331'THE NORTHEAST LEG OF THE THE OLD LOOKOUT TOWER.  IT PROJECTS 1.3
 PU2331'FEET ABOVE GROUND.
 PU2331'
 PU2331'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BULLOCK NO 2 1950,
 PU2331'SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK ALONG THE WEST SIDE OF
 PU2331'THE RIDGE AND ABOUT 2 FEET LOWER THEN THE STATION.
 PU2331'
 PU2331'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BULLOCK 1950 NO 3
 PU2331'1975, SET IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BASE FOR THE
 PU2331'NORTHWEST LEG OF THE OLD LOOKOUT TOWER.  IT PROJECTS 1.3 FEET ABOVE
 PU2331'GROUND.
 PU2331'
 PU2331'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BULLOCK
 PU2331'1950 AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 PU2331'PROJECTS 8-INCHES.  IT IS 200 FEET SOUTHEAST OF THE CENTER OF THE
 PU2331'JUNCTION OF THE MAIN ROAD AND ROAD NO. 156 LEADING TO THE LOOKOUT
 PU2331'TOWER, 6 FEET EAST OF A POWER POLE, AND 1.8 FEET WEST OF A METAL
 PU2331'WITNESS POST.  IT IS ON THE TOP OF A SMALL WOODED HILL.
 PU2331'
 PU2331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 PU2331'NNE OF HILL CITY.
 PU2331
 PU2331                          STATION RECOVERY (2012)
 PU2331
 PU2331'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JFP)
 PU2331'THE TRIANGULATION STATION DISK AS WELL AS ALL THREE REFERENCE MARK
 PU2331'DISKS HAVE BEEN PRIED FROM THEIR LOCATIONS AND STOLEN.  EVIDENCE AT
 PU2331'EACH LOCATION SUCH AS A BROKEN STEM OR INDENTATION WAS FOUND TO
 PU2331'CONFIRM THEIR ABSENCE.
 PU2331'
 PU2331'THE AZIMUTH MARK ESTABLISHED IN 1975 WAS FOUND UNDISTURBED AND AS
 PU2331'DESCRIBED.
 PU2331
 PU2331                          STATION RECOVERY (2021)
 PU2331
 PU2331'RECOVERY NOTE BY GEOCACHING 2021 (JRS)
 PU2331'THE STATION AND THE THREE REFERENCE MARKS WERE NOT RECOVERED.  FOUND
 PU2331'SHANKS AND INDENTATIONS IN THE ROCK AND CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1167 ***********************************************************************
 PT1167  DESIGNATION -  BULS
 PT1167  PID         -  PT1167
 PT1167  STATE/COUNTY-  SD/HAAKON
 PT1167  COUNTRY     -  US
 PT1167  USGS QUAD   -  BOWEN RANCH (2017)
 PT1167
 PT1167                         *CURRENT SURVEY CONTROL
 PT1167  ______________________________________________________________________
 PT1167* NAD 83(1996) POSITION- 44 04 21.51787(N) 101 51 55.61250(W)   ADJUSTED
 PT1167* NAVD 88 ORTHO HEIGHT -   829.    (meters)     2720.    (feet) SCALED
 PT1167  ______________________________________________________________________
 PT1167  GEOID HEIGHT    -        -20.355 (meters)                     GEOID18
 PT1167  LAPLACE CORR    -         -9.00  (seconds)                    DEFLEC18
 PT1167  HORZ ORDER      -  SECOND
 PT1167
 PT1167.The horizontal coordinates were established by classical geodetic methods
 PT1167.and adjusted by the National Geodetic Survey in January 1998.
 PT1167
 PT1167.The orthometric height was scaled from a topographic map.
 PT1167
 PT1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1167.GEOID18 height accuracy estimate available here.
 PT1167
 PT1167.Click photographs - Photos may exist for this station.
 PT1167
 PT1167.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1167
 PT1167. The following values were computed from the NAD 83(1996) position.
 PT1167
 PT1167;                    North         East     Units Scale Factor Converg.
 PT1167;SPC SD S     -   194,357.992   477,279.493   MT  0.99993827   -1 03 25.0
 PT1167;SPC SD S     -   637,656.18  1,565,874.47   sFT  0.99993827   -1 03 25.0
 PT1167;UTM  14      - 4,883,933.997   270,542.519   MT  1.00024760   -1 59 38.3
 PT1167
 PT1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1167!SPC SD S     -   0.99987315  x   0.99993827  =   0.99981142
 PT1167!UTM  14      -   0.99987315  x   1.00024760  =   1.00012071
 PT1167
 PT1167:                Primary Azimuth Mark                     Grid Az
 PT1167:SPC SD S     -  BULS AZ MK                               149 36 01.7
 PT1167:UTM  14      -  BULS AZ MK                               150 32 15.0
 PT1167
 PT1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7054283933(NAD 83)
 PT1167
 PT1167|---------------------------------------------------------------------|
 PT1167| PID    Reference Object                     Distance      Geod. Az  |
 PT1167|                                                           dddmmss.s |
 PT1167| CP8897 BULS RM 1                            17.020 METERS 10105     |
 PT1167| CP8896 BULS AZ MK                                         1483236.7 |
 PT1167| CP8898 BULS RM 2                            16.348 METERS 18218     |
 PT1167|---------------------------------------------------------------------|
 PT1167
 PT1167                          SUPERSEDED SURVEY CONTROL
 PT1167
 PT1167  NAD 83(1986)-  44 04 21.51016(N)    101 51 55.61445(W) AD(       ) 2
 PT1167  NAD 27      -  44 04 21.55360(N)    101 51 54.08510(W) AD(       ) 2
 PT1167
 PT1167.Superseded values are not recommended for survey control.
 PT1167
 PT1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1167.See file dsdata.pdf to determine how the superseded data were derived.
 PT1167
 PT1167_MARKER: DS = TRIANGULATION STATION DISK
 PT1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1167_STAMPING: BULS 1961
 PT1167_MARK LOGO: CGS
 PT1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1167+STABILITY: SURFACE MOTION
 PT1167
 PT1167  HISTORY     - Date     Condition        Report By
 PT1167  HISTORY     - 1961     MONUMENTED       CGS
 PT1167
 PT1167                          STATION DESCRIPTION
 PT1167
 PT1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1167'LOCATED, AIRLINE, ABOUT 10-1/4 MILES WEST-NORTHWEST OF PHILIP,
 PT1167'7-3/4 MILES NORTH-NORTHEAST OF COTTONWOOD, IN SECTION 5,
 PT1167'T 1 N, R 19 E, ON A HIGH, FLAT-TOPPED RIDGE RUNNING NORTH-NORTHWEST
 PT1167'TO SOUTH-SOUTHEAST IN PASTURE LAND OVERLOOKING THE BAD RIVER
 PT1167'VALLEY TO THE NORTH.
 PT1167'
 PT1167'TO REACH FROM THE POST OFFICE IN PHILIP GO WEST ON PINE STREET
 PT1167'0.9 MILE TO THE JUNCTION WITH U.S. HIGHWAY 14.  TURN LEFT AND GO
 PT1167'WEST-SOUTHWEST ACROSS THE BAD RIVER BRIDGE 0.2 MILE TO A SIDE
 PT1167'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST AND NORTH UP THE
 PT1167'BAD RIVER VALLEY 13.1 MILES TO A THREE-WAY FORK.  TAKE THE LEFT
 PT1167'FORK AND GO SOUTH AND WEST 1.5 MILES TO THE ENTRANCE TO A
 PT1167'RANCH YARD ON THE RIGHT.  CONTINUE WEST ON TRACK ROAD ALONG THE
 PT1167'SOUTH SIDE OF A FENCE 0.5 MILE TO FENCE CORNER WHERE THE
 PT1167'MOST-TRAVELED ROAD BEARS SOUTH.  BEAR SOUTH THEN WEST THROUGH
 PT1167'GATE AND GO WEST 0.8 MILE UP THE RIDGE TO A DIM CATTLE TRAIL ON
 PT1167'THE RIGHT AT A POINT WHERE THE ROAD STARTS DOWN THE WEST
 PT1167'SIDE OF THE RIDGE.  TURN RIGHT AND GO NORTHWEST 0.1 MILE ON
 PT1167'THE DIM TRAIL TO A FENCE CORNER.  TURN NORTH ALONG THE
 PT1167'WEST SIDE OF THE FENCE AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 PT1167'THE RIGHT.  BEAR LEFT AND GO NORTHWEST, ACROSS PASTURE, 0.3
 PT1167'MILE TO THE STATION.
 PT1167'
 PT1167'THE STATION MARK, A STANDARD DISK STAMPED BULS 1961 SET IN
 PT1167'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 PT1167'2 INCHES ABOVE GROUND, IS 220.6 FEET SOUTH OF A WIRE FENCE
 PT1167'ALONG THE NORTH EDGE OF THE RIDGE.
 PT1167'
 PT1167'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED BULS NO 1 1961
 PT1167'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 PT1167'2 INCHES ABOVE GROUND, IS 231 FEET SOUTH OF THE FENCE ALONG
 PT1167'THE NORTH EDGE OF THE RIDGE, AND AT THE SAME ELEVATION AS THE
 PT1167'STATION.
 PT1167'
 PT1167'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED BULS NO 2 1961
 PT1167'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH
 PT1167'WITH THE GROUND, IS ABOUT 70 FEET NORTHEAST OF THE HEAD OF
 PT1167'A DRAW LEADING WEST, AND AT THE SAME ELEVATION AS THE STATION.
 PT1167'
 PT1167'THE AZIMUTH MARK, A STANDARD DISK STAMPED BULS 19O1 SET IN THE
 PT1167'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 3 INCHES
 PT1167'ABOVE GROUND, IS 0.8 FOOT WEST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0916 ***********************************************************************
 PT0916  DESIGNATION -  BUNKER
 PT0916  PID         -  PT0916
 PT0916  STATE/COUNTY-  SD/STANLEY
 PT0916  COUNTRY     -  US
 PT0916  USGS QUAD   -  MAY RANCH (2017)
 PT0916
 PT0916                         *CURRENT SURVEY CONTROL
 PT0916  ______________________________________________________________________
 PT0916* NAD 83(1996) POSITION- 44 17 20.12728(N) 101 07 39.11036(W)   ADJUSTED
 PT0916* NAVD 88 ORTHO HEIGHT -   651.120 (meters)     2136.22  (feet) ADJUSTED
 PT0916  ______________________________________________________________________
 PT0916  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 PT0916  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC18
 PT0916  DYNAMIC HEIGHT  -        650.951 (meters)     2135.66  (feet) COMP
 PT0916  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 PT0916
 PT0916  HORZ ORDER      -  THIRD
 PT0916  VERT ORDER      -  FIRST     CLASS II
 PT0916
 PT0916.The horizontal coordinates were established by classical geodetic methods
 PT0916.and adjusted by the National Geodetic Survey in January 1998.
 PT0916
 PT0916.The orthometric height was determined by differential leveling and
 PT0916.adjusted by the NATIONAL GEODETIC SURVEY
 PT0916.in June 1991.
 PT0916
 PT0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0916.GEOID18 height accuracy estimate available here.
 PT0916
 PT0916.Click photographs - Photos may exist for this station.
 PT0916
 PT0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0916
 PT0916.The dynamic height is computed by dividing the NAVD 88
 PT0916.geopotential number by the normal gravity value computed on the
 PT0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0916.degrees latitude (g = 980.6199 gals.).
 PT0916
 PT0916.The modeled gravity was interpolated from observed gravity values.
 PT0916
 PT0916. The following values were computed from the NAD 83(1996) position.
 PT0916
 PT0916;                    North         East     Units Scale Factor Converg.
 PT0916;SPC SD S     -   217,560.212   536,612.914   MT  0.99997537   -0 32 52.4
 PT0916;SPC SD S     -   713,778.80  1,760,537.54   sFT  0.99997537   -0 32 52.4
 PT0916;UTM  14      - 4,906,164.971   330,256.017   MT  0.99995436   -1 29 09.5
 PT0916
 PT0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0916!SPC SD S     -   0.99990144  x   0.99997537  =   0.99987681
 PT0916!UTM  14      -   0.99990144  x   0.99995436  =   0.99985581
 PT0916
 PT0916:                Primary Azimuth Mark                     Grid Az
 PT0916:SPC SD S     -  BUNKER AZ MK                             003 35 38.6
 PT0916:UTM  14      -  BUNKER AZ MK                             004 31 55.7
 PT0916
 PT0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3025606164(NAD 83)
 PT0916
 PT0916|---------------------------------------------------------------------|
 PT0916| PID    Reference Object                     Distance      Geod. Az  |
 PT0916|                                                           dddmmss.s |
 PT0916| PT0917 BUNKER AZ MK                                       0030246.2 |
 PT0916| CP8899 BUNKER RM 1                          13.680 METERS 17849     |
 PT0916| CP8900 BUNKER RM 2                          11.034 METERS 35939     |
 PT0916|---------------------------------------------------------------------|
 PT0916
 PT0916                          SUPERSEDED SURVEY CONTROL
 PT0916
 PT0916  NAD 83(1986)-  44 17 20.12113(N)    101 07 39.11306(W) AD(       ) 3
 PT0916  NAD 27      -  44 17 20.17100(N)    101 07 37.60300(W) AD(       ) 3
 PT0916
 PT0916.Superseded values are not recommended for survey control.
 PT0916
 PT0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0916.See file dsdata.pdf to determine how the superseded data were derived.
 PT0916
 PT0916_MARKER: DS = TRIANGULATION STATION DISK
 PT0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0916_STAMPING: BUNKER 1952
 PT0916_MARK LOGO: CGS
 PT0916_PROJECTION: FLUSH
 PT0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0916+STABILITY: SURFACE MOTION
 PT0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0916+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0916
 PT0916  HISTORY     - Date     Condition        Report By
 PT0916  HISTORY     - 1952     MONUMENTED       CGS
 PT0916  HISTORY     - 1981     GOOD             NGS
 PT0916  HISTORY     - 1985     GOOD             NGS
 PT0916  HISTORY     - 20120605 GOOD             INDIV
 PT0916
 PT0916                          STATION DESCRIPTION
 PT0916
 PT0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT0916'THE STATION IS IN SECTION 20, T 4 N, R 25 E, ABOUT 15-1/4 MILES
 PT0916'NORTH AND 1-1/2 EAST OF MIDLAND, 5-1/2 MILES SOUTH AND 5-1/4
 PT0916'MILES WEST OF HAYES AND 39 FEET WEST OF THE CENTER OF U.S.
 PT0916'HIGHWAY 14.
 PT0916'
 PT0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT0916'STATE HIGHWAY 63 AT KELLARS CORNER, (5 MILES WEST OF HAYES)
 PT0916'GO SOUTH ON U.S. HIGHWAY 14 FOR 5.15 MILES TO A CROSS ROAD,
 PT0916'CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.35 MILE TO THE AZIMUTH
 PT0916'MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE SOUTHERLY ON THE
 PT0916'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT0916'
 PT0916'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT0916'BUNKER 1952.
 PT0916'
 PT0916'REFERENCE MARK 1 IS 38 FEET WEST OF THE CENTER OF THE HIGHWAY.
 PT0916'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BUNKER NO
 PT0916'1 1952.
 PT0916'
 PT0916'REFERENCE MARK 2 IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY.
 PT0916'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED BUNKER NO
 PT0916'2 1952.
 PT0916'
 PT0916'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF THE HIGHWAY,
 PT0916'1.5 FEET SOUTHWEST OF A GATE POST AND 1 FOOT WEST OF A WIRE
 PT0916'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT0916'BUNKER 1952.
 PT0916'
 PT0916'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0916
 PT0916                          STATION RECOVERY (1981)
 PT0916
 PT0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0916'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PT0916'CONDITION.  BOTH REFERENCE MARKS 1 AND 2 HAD BEEN
 PT0916'DESTROYED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND THE AZIMUTH
 PT0916'MARK POSITIONED.  A NEW AND COMPLETE DESCRIPTIVE TEXT FOLLOWS.
 PT0916'
 PT0916'THE STATION IS LOCATED IN S 20, T4N, R25E, ABOUT 26.5 KM (16.5 MI)
 PT0916'NORTH-NORTHEAST OF MIDLAND, 9.1 KM (5.65 MI) SOUTH OF FOUR CORNERS,
 PT0916'IN THE RIGHT-OF-WAY AND ALONG THE EAST SIDE OF HIGHWAY 14.
 PT0916'
 PT0916'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 14 AND 34 AT FOUR
 PT0916'CORNERS, WHICH IS ABOUT 8 KM (5 MI) WEST OF HAYES, GO SOUTH ON
 PT0916'HIGHWAY 14 FOR 3.4 KM (2.1 MI) TO PLUM CREEK STATION MONUMENT ON THE
 PT0916'LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 5.3 KM (3.3 MI) TO THE
 PT0916'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 KM
 PT0916'(0.25 MI) TO THE STATION ON THE LEFT.
 PT0916'
 PT0916'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PT0916'STAMPED---BUNKER 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT0916'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 PT0916'ON A LOW NARROW RIDGE BETWEEN THE OLD HIGHWAY AND PRESENT HIGHWAY 14.
 PT0916'ALSO LOCATED 45.61 METERS (149.6 FEET) N FROM A YELLOW WOODEN 4X4
 PT0916'POST, 33.5 METERS (109.9 FEET) E FROM THE CENTER OF HIGHWAY 14, 12.0
 PT0916'METERS (39.4 FEET) W FROM THE CENTER OF OLD HIGHWAY, AND 0.25 METER
 PT0916'(0.8 FOOT) E FROM A METAL WITNESS POST.
 PT0916'
 PT0916'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT0916'NOS) DISK SET INTO AN IRREGULAR MASS OF CONCRETE.
 PT0916'
 PT0916'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT0916'STAMPED---BUNKER 1952 NO 3 1981---SET INTO THE TOP OF A ROUND
 PT0916'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 PT0916'LOCATED 41.8 METERS (137.1 FEET) E FROM THE CENTER OF HIGHWAY 14, 3.8
 PT0916'METERS (12.5 FEET) W FROM THE CENTER OF OLD HIGHWAY, 0.30 METER (1.0
 PT0916'FOOT) S FROM A METAL WITNESS POST, AND 0.3 METER (1 FOOT) LOWER THAN
 PT0916'THE STATION.
 PT0916'
 PT0916'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT0916'STAMPED---BUNKER 1952 NO 4 1981---SET INTO THE TOP OF A ROUND
 PT0916'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 PT0916'LOCATED 33.7 METERS (110.6 FEET) E FROM THE CENTER OF HIGHWAY 14,
 PT0916'28.15 METERS (92.4 FEET) N FROM A YELLOW 4X4 WOODEN POST, 11.8 METERS
 PT0916'(38.7 FEET) W FROM THE CENTER OF OLD HIGHWAY, 0.30 METER (1.0 FOOT) N
 PT0916'FROM A METAL WITNESS POST, AND 0.3 METER (1 FOOT) LOWER THAN THE
 PT0916'STATION.
 PT0916'
 PT0916'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT0916'NOS) DISK STAMPED---BUNKER 1952---SET INTO THE TOP OF A ROUND
 PT0916'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
 PT0916'INCHES) ABOVE THE GROUND LOCATED 55.9 METERS (183.4 FEET) E FROM THE
 PT0916'CENTER OF HIGHWAY 14, 10.0 METERS (32.8 FEET) E FROM THE CENTER OF
 PT0916'OLD HIGHWAY, 6.95 METERS (22.8 FEET) WNW FROM A POWER POLE, AND 0.30
 PT0916'METER (1.0 FOOT) W FROM A METAL WITNESS POST AND FENCE.
 PT0916'
 PT0916'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 14 FOR
 PT0916'0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 PT0916
 PT0916                          STATION RECOVERY (1985)
 PT0916
 PT0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0916'25.6 KM (15.9 MI) NORTH FROM MIDLAND.
 PT0916'25.57 KM (15.89 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0916'FROM THEIR JUNCTION AT MIDLAND, IN TOP OF THE HIGHEST POINT OF A SHORT
 PT0916'LOW CUT AT THE TOP OF A HIGHWAY SUMMIT, 1.08 KM (0.67 MI) SOUTH OF AN
 PT0916'INTERSECTION OF A GRAVEL ROAD, 0.44 KM (0.27 MI) NORTH OF MILEPOST
 PT0916'184, 33.2 METERS (109 FT) EAST OF THE HIGHWAY CENTERLINE, 12.5 METERS
 PT0916'(41 FT) WEST OF THE OLD HIGHWAY BED, 17.4 METERS (57 FT) NORTH OF RM
 PT0916'4, 8.2 METERS (27 FT) WEST OF RM 3.
 PT0916'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 PT0916'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0916
 PT0916                          STATION RECOVERY (2012)
 PT0916
 PT0916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0917 ***********************************************************************
 PT0917  DESIGNATION -  BUNKER AZ MK
 PT0917  PID         -  PT0917
 PT0917  STATE/COUNTY-  SD/STANLEY
 PT0917  COUNTRY     -  US
 PT0917  USGS QUAD   -  MAY RANCH (2017)
 PT0917
 PT0917                         *CURRENT SURVEY CONTROL
 PT0917  ______________________________________________________________________
 PT0917* NAD 83(1986) POSITION- 44 17 34.     (N) 101 07 38.     (W)   SCALED
 PT0917* NAVD 88 ORTHO HEIGHT -   649.295 (meters)     2130.23  (feet) ADJUSTED
 PT0917  ______________________________________________________________________
 PT0917  GEOID HEIGHT    -        -22.484 (meters)                     GEOID18
 PT0917  DYNAMIC HEIGHT  -        649.127 (meters)     2129.68  (feet) COMP
 PT0917  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 PT0917
 PT0917  VERT ORDER      -  FIRST     CLASS II
 PT0917
 PT0917.The horizontal coordinates were scaled from a map and have
 PT0917.an estimated accuracy of +/- 6 seconds.
 PT0917
 PT0917.The orthometric height was determined by differential leveling and
 PT0917.adjusted by the NATIONAL GEODETIC SURVEY
 PT0917.in June 1991.
 PT0917
 PT0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0917.GEOID18 height accuracy estimate available here.
 PT0917
 PT0917.Click photographs - Photos may exist for this station.
 PT0917
 PT0917.The dynamic height is computed by dividing the NAVD 88
 PT0917.geopotential number by the normal gravity value computed on the
 PT0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0917.degrees latitude (g = 980.6199 gals.).
 PT0917
 PT0917.The modeled gravity was interpolated from observed gravity values.
 PT0917
 PT0917;                    North         East    Units  Estimated Accuracy
 PT0917;SPC SD S     -   217,990.      536,640.      MT  (+/- 180 meters Scaled)
 PT0917
 PT0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ302065(NAD 83)
 PT0917
 PT0917                          SUPERSEDED SURVEY CONTROL
 PT0917
 PT0917.No superseded survey control is available for this station.
 PT0917
 PT0917_MARKER: DZ = AZIMUTH MARK DISK
 PT0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0917_STAMPING: BUNKER 1952
 PT0917_MARK LOGO: CGS
 PT0917_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0917_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0917+STABILITY: SURFACE MOTION
 PT0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0917+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0917
 PT0917  HISTORY     - Date     Condition        Report By
 PT0917  HISTORY     - 1952     MONUMENTED       CGS
 PT0917  HISTORY     - 19810514 GOOD             NGS
 PT0917  HISTORY     - 1985     GOOD             NGS
 PT0917  HISTORY     - 20120605 GOOD             INDIV
 PT0917
 PT0917                          STATION DESCRIPTION
 PT0917
 PT0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0917'THE MARK IS LOCATED ABOUT 30 KM (18.65 MI) NORTH-NORTHWEST OF MIDLAND
 PT0917'8.7 KM (5.40 MI) SOUTH OF FOUR CORNERS, ALONG THE EAST EDGE OF THE
 PT0917'RIGHT OF WAY FOR HIGHWAY 14.  TO REACH THE MARK FROM THE JUNCTION OF
 PT0917'HIGHWAYS 14 AND 34 AT FOUR CORNERS, WHICH IS ABOUT 8 KM (4.95 MI) WEST
 PT0917'OF HAYES, GO SOUTH ON HIGHWAY 14 FOR 8.7 KM (5.40 MI) TO THE MARK ON
 PT0917'THE LEFT.  THE MARK IS A STANDARD CGS DISK STAMPED BUNKER 1952 SET
 PT0917'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN
 PT0917'DIAMETER AND PROJECTS 10 CM (4 INCHES) .  IT IS 55.9 M (183.4 FT) EAST
 PT0917'OF THE CENTER OF THE HIGHWAY 10.0 M (32.8 FT) EAST OF THE CENTER OF
 PT0917'THE OLD HIGHWAY, 6.95 M (22.80 FT) WEST-NORTHWEST OF A POWER POLE, AND
 PT0917'0.3 M (1.0 FT) WEST OF A METAL WITNESS POST.
 PT0917
 PT0917                          STATION RECOVERY (1985)
 PT0917
 PT0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0917'26.0 KM (16.15 MI) NORTH FROM MIDLAND.
 PT0917'26.00 KM (16.16 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0917'FROM THEIR JUNCTION AT MIDLAND, AT THE NORTH END OF A HIGHWAY SUMMIT,
 PT0917'0.64 KM (0.40 MI) SOUTH OF THE JUNCTION OF A GRAVEL ROAD, 0.74 KM
 PT0917'(0.46 MI) SOUTH OF MILEPOST 185, 55.8 METERS (183 FT) EAST OF THE
 PT0917'HIGHWAY CENTERLINE, 10.4 METERS (34 FT) EAST OF THE CENTER OF THE OLD
 PT0917'HIGHWAY BED, 6.6 METERS (21.7 FT) NORTHWEST OF A POWER POLE AND
 PT0917'0.3 METER (1 FT) WEST OF A FENCE.
 PT0917'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0917'THE MARK IS 0.3 M BELOW THE OLD HIGHWAY BED.
 PT0917
 PT0917                          STATION RECOVERY (2012)
 PT0917
 PT0917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0741 ***********************************************************************
 QS0741  DESIGNATION -  BUNKER HILL
 QS0741  PID         -  QS0741
 QS0741  STATE/COUNTY-  SD/POTTER
 QS0741  COUNTRY     -  US
 QS0741  USGS QUAD   -  LAKE HURLEY (2017)
 QS0741
 QS0741                         *CURRENT SURVEY CONTROL
 QS0741  ______________________________________________________________________
 QS0741* NAD 83(1996) POSITION- 45 06 24.26160(N) 100 14 36.09726(W)   ADJUSTED
 QS0741* NAVD 88 ORTHO HEIGHT -   617.25  (+/-2cm)     2025.1   (feet) VERTCON3
 QS0741  ______________________________________________________________________
 QS0741  GEOID HEIGHT    -        -22.348 (meters)                     GEOID18
 QS0741  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 QS0741  HORZ ORDER      -  SECOND
 QS0741  VERT ORDER      -  THIRD ? (See Below)
 QS0741
 QS0741.The horizontal coordinates were established by classical geodetic methods
 QS0741.and adjusted by the National Geodetic Survey in January 1998.
 QS0741
 QS0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0741
 QS0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0741.GEOID18 height accuracy estimate available here.
 QS0741
 QS0741.The vertical order pertains to the NGVD 29 superseded value.
 QS0741
 QS0741.Click photographs - Photos may exist for this station.
 QS0741
 QS0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0741
 QS0741. The following values were computed from the NAD 83(1996) position.
 QS0741
 QS0741;                    North         East     Units Scale Factor Converg.
 QS0741;SPC SD N     -   141,532.960   580,848.653   MT  0.99993958   -0 10 20.0
 QS0741;SPC SD N     -   464,346.05  1,905,667.62   sFT  0.99993958   -0 10 20.0
 QS0741;UTM  14      - 4,995,559.817   402,186.321   MT  0.99971764   -0 52 51.2
 QS0741
 QS0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0741!SPC SD N     -   0.99990674  x   0.99993958  =   0.99984632
 QS0741!UTM  14      -   0.99990674  x   0.99971764  =   0.99962440
 QS0741
 QS0741:                Primary Azimuth Mark                     Grid Az
 QS0741:SPC SD N     -  BUNKER HILL AZ MK                        347 39 27.5
 QS0741:UTM  14      -  BUNKER HILL AZ MK                        348 21 58.7
 QS0741
 QS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0218695559(NAD 83)
 QS0741
 QS0741|---------------------------------------------------------------------|
 QS0741| PID    Reference Object                     Distance      Geod. Az  |
 QS0741|                                                           dddmmss.s |
 QS0741| CO5291 BUNKER HILL RM 1                     14.771 METERS 10551     |
 QS0741| CO5292 BUNKER HILL RM 2                     10.631 METERS 22238     |
 QS0741| CO5290 BUNKER HILL AZ MK                                  3472907.5 |
 QS0741|---------------------------------------------------------------------|
 QS0741
 QS0741                          SUPERSEDED SURVEY CONTROL
 QS0741
 QS0741  NAD 83(1986)-  45 06 24.25431(N)    100 14 36.09894(W) AD(       ) 2
 QS0741  NAD 27      -  45 06 24.30900(N)    100 14 34.63800(W) AD(       ) 2
 QS0741  MORC        -  45 06 21.61000(N)    100 14 34.37000(W) AD(       ) 3
 QS0741  NGVD 29             616.87   (m)         2023.8    (f) LEVELING    3  
 QS0741
 QS0741.Superseded values are not recommended for survey control.
 QS0741
 QS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0741.See file dsdata.pdf to determine how the superseded data were derived.
 QS0741
 QS0741_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QS0741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0741_MARK LOGO: MORC
 QS0741_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0741+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 QS0741
 QS0741  HISTORY     - Date     Condition        Report By
 QS0741  HISTORY     - 1889     MONUMENTED       MORC
 QS0741  HISTORY     - 20110821 GOOD             GEOCAC
 QS0741
 QS0741                          STATION DESCRIPTION
 QS0741
 QS0741'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (FXP)
 QS0741'STATION IS ABOUT 4-1/2 MILES NORTH-NORTHEAST OF WHITLOCK
 QS0741'CROSSING, ABOUT 2-3/4 MILES EAST OF THE MISSOURI RIVER, 100
 QS0741'FEET SOUTHEAST OF AN EARTH EXCAVATION, AND 11 FEET NORTHEAST
 QS0741'OF A WITNESS POST.  IT IS ON THE HIGHEST POINT OF A
 QS0741'PROMINENT HILL KNOWN AS BUNKER HILL IN SEC. 22, T 119 N,
 QS0741'R 78 W, AND ON LAND OWNED BY MR. JAY LAKE.  IT IS A STANDARD
 QS0741'MISSOURI RIVER COMMISSION CAST IRON 4-INCH CAP FASTENED TO
 QS0741'THE TOP OF AN IRON PIPE THAT PROJECTS 3 INCHES.  IT IS
 QS0741'UNSTAMPED.
 QS0741'
 QS0741'REFERENCE MARK NO. 1 IS 48.46 FEET SOUTHEAST OF THE STATION,
 QS0741'AND 47.0 FEET SOUTHEAST OF THE WITNESS POST.  IT PROJECTS
 QS0741'3 INCHES, AND THE DISK IS STAMPED BUNKER HILL MO R C NO 1 1948.
 QS0741'
 QS0741'REFERENCE MARK NO. 2 IS 34.88 FEET WEST-SOUTHWEST OF THE
 QS0741'STATION, AND 27.5 FEET WEST-SOUTHWEST OF THE WITNESS POST.
 QS0741'IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED BUNKER HILL MO R C
 QS0741'NO 2 1948.
 QS0741'
 QS0741'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH OF THE
 QS0741'STATION, 74 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 51
 QS0741'FEET SOUTH OF THE SOUTH EDGE OF A CATTLE GUARD, 4 FEET SOUTH
 QS0741'OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS
 QS0741'2 INCHES, AND THE DISK IS STAMPED BUNKER HILL MO R C 1948.
 QS0741'
 QS0741'TO REACH THE STATION FROM THE STORE AT WHITLOCK CROSSING, GO
 QS0741'EAST ON U.S. HIGHWAY 212 FOR 11.7 MILES.  THEN LEFT ON U.S. HWY.
 QS0741'83 FOR 6.0 MILES TO A CROSSROAD.  THEN LEFT, WEST, 3.95
 QS0741'MILES TO A POINT WHERE THE MAIN TRAVELED ROAD TURNS LEFT.
 QS0741'CONTINUE WEST ON A TRACK ROAD 4.3 MILES TO A FORK.  THEN
 QS0741'RIGHT, NORTHWESTERLY, 1.2 MILES TO A CATTLE GUARD AND THE
 QS0741'AZIMUTH MARK AS DESCRIBED.  CROSS CATTLE GUARD THEN LEFT,
 QS0741'SOUTHERLY, (PASSING TO THE RIGHT OF A RESERVOIR) 0.4 MILE.
 QS0741'THEN BEAR LEFT, SOUTHEASTERLY, 0.2 MILE TO THE HIGHEST POINT
 QS0741'AND THE STATION AS DESCRIBED.
 QS0741'
 QS0741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QS0741
 QS0741                          STATION RECOVERY (2011)
 QS0741
 QS0741'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QS0741'SECURING BOLT IS MISSING FROM THE DISTINCTIVE MORC CAP ON THE
 QS0741'APPARENTLY UNDISTURBED PIPE WHICH WAS PLACED OVER AN UNDERGROUND STONE
 QS0741'IN 1889.  RM 1 AND RM 2, ADDED IN 1948, WHERE ALSO SEEN.  1948 AZ WAS
 QS0741'NOT VISITED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0644 ***********************************************************************
 PS0644  DESIGNATION -  BURDETTE GERMAN LUTH CH SPIRE
 PS0644  PID         -  PS0644
 PS0644  STATE/COUNTY-  SD/SPINK
 PS0644  COUNTRY     -  US
 PS0644  USGS QUAD   -  TULARE NW (2017)
 PS0644
 PS0644                         *CURRENT SURVEY CONTROL
 PS0644  ______________________________________________________________________
 PS0644* NAD 83(1996) POSITION- 44 41 32.28070(N) 098 41 10.06123(W)   ADJUSTED
 PS0644  ______________________________________________________________________
 PS0644  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 PS0644  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 PS0644  HORZ ORDER      -  THIRD
 PS0644
 PS0644.The horizontal coordinates were established by classical geodetic methods
 PS0644.and adjusted by the National Geodetic Survey in January 1998.
 PS0644
 PS0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0644.GEOID18 height accuracy estimate available here.
 PS0644
 PS0644.Click photographs - Photos may exist for this station.
 PS0644
 PS0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0644
 PS0644. The following values were computed from the NAD 83(1996) position.
 PS0644
 PS0644;                    North         East     Units Scale Factor Converg.
 PS0644;SPC SD N     -    96,295.248   704,138.725   MT  0.99995862   +0 55 47.6
 PS0644;SPC SD N     -   315,928.66  2,310,161.80   sFT  0.99995862   +0 55 47.6
 PS0644;UTM  14      - 4,948,817.686   524,869.953   MT  0.99960761   +0 13 14.7
 PS0644
 PS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2486948817(NAD 83)
 PS0644
 PS0644                          SUPERSEDED SURVEY CONTROL
 PS0644
 PS0644  NAD 83(1986)-  44 41 32.27792(N)    098 41 10.06307(W) AD(       ) 3
 PS0644  NAD 27      -  44 41 32.35000(N)    098 41 08.72500(W) AD(       ) 3
 PS0644
 PS0644.Superseded values are not recommended for survey control.
 PS0644
 PS0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0644.See file dsdata.pdf to determine how the superseded data were derived.
 PS0644
 PS0644_MARKER: 90 = CHURCH SPIRE
 PS0644
 PS0644  HISTORY     - Date     Condition        Report By
 PS0644  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0644
 PS0644                          STATION DESCRIPTION
 PS0644
 PS0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0644'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE GERMAN LUTHERAN
 PS0644'CHURCH, LOCATED 1 MILE S AND 6 MILES E OF BURDETTE.  BUILDING
 PS0644'IS A WHITE FRAME STRUCTURE ERECTED IN 1915.
 PS0644'
 PS0644'STATION WAS OBSERVED FROM GRAY, BALD, BING, AND NANCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0645 ***********************************************************************
 PS0645  DESIGNATION -  BURDETTE METH EPIS CH SPIRE
 PS0645  PID         -  PS0645
 PS0645  STATE/COUNTY-  SD/HAND
 PS0645  COUNTRY     -  US
 PS0645  USGS QUAD   -  TULARE NW (2017)
 PS0645
 PS0645                         *CURRENT SURVEY CONTROL
 PS0645  ______________________________________________________________________
 PS0645* NAD 83(1996) POSITION- 44 41 33.31680(N) 098 44 47.81671(W)   ADJUSTED
 PS0645  ______________________________________________________________________
 PS0645  GEOID HEIGHT    -        -24.495 (meters)                     GEOID18
 PS0645  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 PS0645  HORZ ORDER      -  THIRD
 PS0645
 PS0645.The horizontal coordinates were established by classical geodetic methods
 PS0645.and adjusted by the National Geodetic Survey in January 1998.
 PS0645
 PS0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0645.GEOID18 height accuracy estimate available here.
 PS0645
 PS0645.Click photographs - Photos may exist for this station.
 PS0645
 PS0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0645
 PS0645. The following values were computed from the NAD 83(1996) position.
 PS0645
 PS0645;                    North         East     Units Scale Factor Converg.
 PS0645;SPC SD N     -    96,251.207   699,344.316   MT  0.99995859   +0 53 13.4
 PS0645;SPC SD N     -   315,784.17  2,294,432.14   sFT  0.99995859   +0 53 13.4
 PS0645;UTM  14      - 4,948,832.969   520,077.055   MT  0.99960496   +0 10 41.5
 PS0645
 PS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2007748832(NAD 83)
 PS0645
 PS0645                          SUPERSEDED SURVEY CONTROL
 PS0645
 PS0645  NAD 83(1986)-  44 41 33.31446(N)    098 44 47.81894(W) AD(       ) 3
 PS0645  NAD 27      -  44 41 33.39000(N)    098 44 46.47000(W) AD(       ) 3
 PS0645
 PS0645.Superseded values are not recommended for survey control.
 PS0645
 PS0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0645.See file dsdata.pdf to determine how the superseded data were derived.
 PS0645
 PS0645_MARKER: 90 = CHURCH SPIRE
 PS0645
 PS0645  HISTORY     - Date     Condition        Report By
 PS0645  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0645
 PS0645                          STATION DESCRIPTION
 PS0645
 PS0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0645'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF METHODIST EPISCOPAL
 PS0645'CHURCH, LOCATED 1 MILE S AND 4 MILES E OF BURDETTE.  SPIRE
 PS0645'IS APPROXIMATELY 45 FEET HIGH, BUILT IN 1913.
 PS0645'
 PS0645'STATION WAS OBSERVED UPON FROM GRAY AND BING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1150 ***********************************************************************
 PT1150  DESIGNATION -  BURG
 PT1150  PID         -  PT1150
 PT1150  STATE/COUNTY-  SD/HAAKON
 PT1150  COUNTRY     -  US
 PT1150  USGS QUAD   -  MILESVILLE (2017)
 PT1150
 PT1150                         *CURRENT SURVEY CONTROL
 PT1150  ______________________________________________________________________
 PT1150* NAD 83(1996) POSITION- 44 24 05.45291(N) 101 44 24.26264(W)   ADJUSTED
 PT1150* NAVD 88 ORTHO HEIGHT -   759.    (meters)     2490.    (feet) SCALED
 PT1150  ______________________________________________________________________
 PT1150  GEOID HEIGHT    -        -20.746 (meters)                     GEOID18
 PT1150  LAPLACE CORR    -         -7.51  (seconds)                    DEFLEC18
 PT1150  HORZ ORDER      -  SECOND
 PT1150
 PT1150.The horizontal coordinates were established by classical geodetic methods
 PT1150.and adjusted by the National Geodetic Survey in January 1998.
 PT1150
 PT1150.The orthometric height was scaled from a topographic map.
 PT1150
 PT1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1150.GEOID18 height accuracy estimate available here.
 PT1150
 PT1150.Click photographs - Photos may exist for this station.
 PT1150
 PT1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1150
 PT1150. The following values were computed from the NAD 83(1996) position.
 PT1150
 PT1150;                    North         East     Units Scale Factor Converg.
 PT1150;SPC SD S     -   230,716.956   487,939.766   MT  1.00000036   -0 58 13.6
 PT1150;SPC SD S     -   756,943.88  1,600,849.05   sFT  1.00000036   -0 58 13.6
 PT1150;UTM  14      - 4,920,121.753   281,802.144   MT  1.00018555   -1 55 04.6
 PT1150
 PT1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1150!SPC SD S     -   0.99988418  x   1.00000036  =   0.99988454
 PT1150!UTM  14      -   0.99988418  x   1.00018555  =   1.00006971
 PT1150
 PT1150:                Primary Azimuth Mark                     Grid Az
 PT1150:SPC SD S     -  Z 126                                    092 13 03.1
 PT1150:UTM  14      -  Z 126                                    093 09 54.1
 PT1150
 PT1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8180220121(NAD 83)
 PT1150
 PT1150|---------------------------------------------------------------------|
 PT1150| PID    Reference Object                     Distance      Geod. Az  |
 PT1150|                                                           dddmmss.s |
 PT1150| CP8901 BURG RM 1                             9.132 METERS 08440     |
 PT1150| PT0672 Z 126                                              0911449.5 |
 PT1150| PT0673 Z 126 RESET                                        0915310.9 |
 PT1150| CP8902 BURG RM 2                             9.243 METERS 27250     |
 PT1150| PT1149 BURG 2                               12.718 METERS 35951     |
 PT1150|---------------------------------------------------------------------|
 PT1150
 PT1150                          SUPERSEDED SURVEY CONTROL
 PT1150
 PT1150  NAD 83(1986)-  44 24 05.44546(N)    101 44 24.26446(W) AD(       ) 2
 PT1150  NAD 27      -  44 24 05.50300(N)    101 44 22.75300(W) AD(       ) 2
 PT1150
 PT1150.Superseded values are not recommended for survey control.
 PT1150
 PT1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1150.See file dsdata.pdf to determine how the superseded data were derived.
 PT1150
 PT1150_MARKER: DS = TRIANGULATION STATION DISK
 PT1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1150_STAMPING: BURG 1950
 PT1150_MARK LOGO: CGS
 PT1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1150+STABILITY: SURFACE MOTION
 PT1150
 PT1150  HISTORY     - Date     Condition        Report By
 PT1150  HISTORY     - 1950     MONUMENTED       CGS
 PT1150  HISTORY     - 1960     GOOD             CGS
 PT1150
 PT1150                          STATION DESCRIPTION
 PT1150
 PT1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1150'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST OF HARTLEY, 58
 PT1150'FEET NORTH OF THE CENTER OF STATE HIGHWAY 73, 8 FEET EAST OF A
 PT1150'WITNESS POST, AND 4 FEET SOUTH OF A FENCE LINE.
 PT1150'
 PT1150'TO REACH THE STATION FROM THE HARTLEY POST OFFICE, GO EASTERLY
 PT1150'ON STATE HIGHWAY 73 FOR 3.3 MILES TO THE TOP OF A SMALL RISE AND
 PT1150'THE STATION ON THE LEFT AS DESCRIBED.
 PT1150'
 PT1150'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1150'BURG 1950.
 PT1150'
 PT1150'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF THE CENTER OF STATE
 PT1150'HIGHWAY 73, AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 PT1150'PROJECTS 2 INCHES, AND THE DISK IS STAMPED BURG 1950 NO 1.
 PT1150'
 PT1150'REFERENCE MARK NO. 2 IS 59 FEET NORTH OF THE CENTER OF STATE
 PT1150'HIGHWAY 73, AND 5 FEET SOUTH OF A FENCE LINE.  THE MARK
 PT1150'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BURG 1950 NO 2.
 PT1150'
 PT1150'BENCH MARK Z 126 IS 48 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 PT1150'73, 34 FEET EAST OF A FENCE CORNER, 14 FEET WEST OF A GATE
 PT1150'INTO PASTURE LAND, 2 FEET NORTH OF A FENCE LINE, AND 2 FEET
 PT1150'WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 PT1150'DISK IS STAMPED Z 126 1934.
 PT1150'
 PT1150'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 PT1150'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.  THE BENCH MARK
 PT1150'Z 126 IS A STANDARD BENCH MARK DISK SET IN TOP OF A 6-INCH
 PT1150'PRECAST SQUARE CONCRETE POST.
 PT1150
 PT1150                          STATION RECOVERY (1960)
 PT1150
 PT1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 PT1150'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT1150'CONDITION.  A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY
 PT1150'DEPARTMENT TO MOVE THE MARKS AT THIS STATION AS THEY WERE IN THE
 PT1150'WAY OF HIGHWAY IMPROVMENT.  A NEW STATION WAS ESTABLISHED
 PT1150'IN THE VICINITY.  FOR DETAILS SEE DESCRIPTION FOR BURG 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1149 ***********************************************************************
 PT1149  DESIGNATION -  BURG 2
 PT1149  PID         -  PT1149
 PT1149  STATE/COUNTY-  SD/HAAKON
 PT1149  COUNTRY     -  US
 PT1149  USGS QUAD   -  MILESVILLE (2017)
 PT1149
 PT1149                         *CURRENT SURVEY CONTROL
 PT1149  ______________________________________________________________________
 PT1149* NAD 83(1996) POSITION- 44 24 05.86494(N) 101 44 24.26421(W)   NO CHECK
 PT1149* NAVD 88 ORTHO HEIGHT -   762.772 (meters)     2502.53  (feet) ADJUSTED
 PT1149  ______________________________________________________________________
 PT1149  GEOID HEIGHT    -        -20.746 (meters)                     GEOID18
 PT1149  LAPLACE CORR    -         -7.51  (seconds)                    DEFLEC18
 PT1149  DYNAMIC HEIGHT  -        762.571 (meters)     2501.87  (feet) COMP
 PT1149  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 PT1149
 PT1149  HORZ ORDER      -  THIRD
 PT1149  VERT ORDER      -  FIRST     CLASS II
 PT1149
 PT1149.The horizontal coordinates were established by classical geodetic methods
 PT1149.and adjusted by the National Geodetic Survey in January 1998.
 PT1149
 PT1149.No horizontal observational check was made to the station.
 PT1149
 PT1149.The orthometric height was determined by differential leveling and
 PT1149.adjusted by the NATIONAL GEODETIC SURVEY
 PT1149.in October 1997.
 PT1149
 PT1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1149.GEOID18 height accuracy estimate available here.
 PT1149
 PT1149.Click photographs - Photos may exist for this station.
 PT1149
 PT1149.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1149
 PT1149.The dynamic height is computed by dividing the NAVD 88
 PT1149.geopotential number by the normal gravity value computed on the
 PT1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1149.degrees latitude (g = 980.6199 gals.).
 PT1149
 PT1149.The modeled gravity was interpolated from observed gravity values.
 PT1149
 PT1149. The following values were computed from the NAD 83(1996) position.
 PT1149
 PT1149;                    North         East     Units Scale Factor Converg.
 PT1149;SPC SD S     -   230,729.672   487,939.947   MT  1.00000039   -0 58 13.6
 PT1149;SPC SD S     -   756,985.60  1,600,849.64   sFT  1.00000039   -0 58 13.6
 PT1149;UTM  14      - 4,920,134.468   281,802.535   MT  1.00018555   -1 55 04.6
 PT1149
 PT1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1149!SPC SD S     -   0.99988367  x   1.00000039  =   0.99988406
 PT1149!UTM  14      -   0.99988367  x   1.00018555  =   1.00006919
 PT1149
 PT1149:                Primary Azimuth Mark                     Grid Az
 PT1149:SPC SD S     -  Z 126 RESET                              093 17 18.8
 PT1149:UTM  14      -  Z 126 RESET                              094 14 09.8
 PT1149
 PT1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8180220134(NAD 83)
 PT1149
 PT1149|---------------------------------------------------------------------|
 PT1149| PID    Reference Object                     Distance      Geod. Az  |
 PT1149|                                                           dddmmss.s |
 PT1149| PT0672 Z 126                                              0914038.0 |
 PT1149| AB6192 BURG 2 RM 3                           9.505 METERS 09216     |
 PT1149| PT0673 Z 126 RESET                                        0921905.2 |
 PT1149| PT1150 BURG                                 12.718 METERS 17951     |
 PT1149| AB6191 BURG 2 RM 4                           8.766 METERS 26928     |
 PT1149|---------------------------------------------------------------------|
 PT1149
 PT1149                          SUPERSEDED SURVEY CONTROL
 PT1149
 PT1149  NAD 83(1986)-  44 24 05.85742(N)    101 44 24.26603(W) AD(       ) 3
 PT1149  NAD 27      -  44 24 05.91500(N)    101 44 22.75460(W) AD(       ) 3
 PT1149
 PT1149.Superseded values are not recommended for survey control.
 PT1149
 PT1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1149.See file dsdata.pdf to determine how the superseded data were derived.
 PT1149
 PT1149_MARKER: DS = TRIANGULATION STATION DISK
 PT1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1149_STAMPING: BURG 2 1960
 PT1149_MARK LOGO: CGS
 PT1149_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1149+STABILITY: SURFACE MOTION
 PT1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1149+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 PT1149
 PT1149  HISTORY     - Date     Condition        Report By
 PT1149  HISTORY     - 1960     MONUMENTED       CGS
 PT1149  HISTORY     - 19950718 GOOD             NGS
 PT1149  HISTORY     - 20120607 GOOD             INDIV
 PT1149
 PT1149                          STATION DESCRIPTION
 PT1149
 PT1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 PT1149'THE STATION IS ABOUT 3.0 MILES WEST OF THE JUNCTION OF STATE
 PT1149'HIGHWAYS 24 AND 73 AT STORE AND SERVICE STATION AT BILLSBURG,
 PT1149'HAAKON COUNTY AND ABOUT 3-1/4 MILES EAST OF THE OLD HARTLEY
 PT1149'POST OFFICE.  IT IS ABOUT 213 FEET WEST OF THE CENTERLINE OF
 PT1149'A NORTH-SOUTH ROAD, 99 FEET NORTH OF THE CENTERLINE OF THE
 PT1149'HIGHWAY AND 2.4 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 PT1149'ABOUT 3 INCHES AND THE DISK IS STAMPED BURG 2 1960.
 PT1149'
 PT1149'R.M. NO. 3 IS ABOUT 98 FEET NORTH OF THE CENTERLINE OF THE
 PT1149'HIGHWAY.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 PT1149'STAMPED BURG 2 NO 3 1960.
 PT1149'
 PT1149'R.M. NO. 4 IS ABOUT 99 FEET NORTH OF THE CENTERLINE OF THE
 PT1149'HIGHWAY.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 PT1149'BURG 2 NO 4 1960.
 PT1149'
 PT1149'THE AZIMUTH MARK IS ABOUT 1.0 MILE EAST OF THE STATION, ABOUT
 PT1149'119 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET EAST OF
 PT1149'THE CENTERLINE OF NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS
 PT1149'POST AND 1-1/2 FEET EAST OF A FENCE.  IT IS A STANDARD BENCH
 PT1149'MARK DISK, STAMPED Z 126 RESET 1960 AND SET IN THE TOP OF A
 PT1149'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 PT1149'
 PT1149'TO REACH FROM BILLSBURG, FROM THE JUNCTION OF STATE HIGHWAYS
 PT1149'24 AND 73, GO WEST ON STATE HIGHWAYS 24 AND 73 FOR 2.0 MILES
 PT1149'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON HIGHWAY FOR
 PT1149'1.0 MILE TO CROSSROADS AND STATION ON RIGHT AS DESCRIBED.
 PT1149
 PT1149                          STATION RECOVERY (1995)
 PT1149
 PT1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1149'40.9 KM (25.40 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT1149'OF STATE HIGHWAY 73 IN HOWES, 553.0 M (1814.3 FT) WEST OF MILEPOST
 PT1149'139, 31.2 M (102.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.2 M (43.3
 PT1149'FT) SOUTHWEST OF UTILITY POLE NUMBER 65-7, 9.6 M (31.5 FT) WEST OF
 PT1149'REFERENCE MARK 3, 8.9 M (29.2 FT) EAST OF REFERENCE MARK 4, 0.5 M (1.6
 PT1149'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS
 PT1149'POST, 0.4 M (1.3 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 PT1149'THE GROUND SURFACE.
 PT1149
 PT1149                          STATION RECOVERY (2012)
 PT1149
 PT1149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT1149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6192 ***********************************************************************
 AB6192  DESIGNATION -  BURG 2 RM 3
 AB6192  PID         -  AB6192
 AB6192  STATE/COUNTY-  SD/HAAKON
 AB6192  COUNTRY     -  US
 AB6192  USGS QUAD   -  MILESVILLE (2017)
 AB6192
 AB6192                         *CURRENT SURVEY CONTROL
 AB6192  ______________________________________________________________________
 AB6192* NAD 83(1986) POSITION- 44 24 05.85   (N) 101 44 23.84   (W)   HD_HELD1
 AB6192* NAVD 88 ORTHO HEIGHT -   762.801 (meters)     2502.62  (feet) ADJUSTED
 AB6192  ______________________________________________________________________
 AB6192  GEOID HEIGHT    -        -20.746 (meters)                     GEOID18
 AB6192  DYNAMIC HEIGHT  -        762.599 (meters)     2501.96  (feet) COMP
 AB6192  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 AB6192
 AB6192  VERT ORDER      -  FIRST     CLASS II
 AB6192
 AB6192.The horizontal coordinates were determined by differentially corrected
 AB6192.hand held GPS observations or other comparable positioning techniques
 AB6192.and have an estimated accuracy of +/- 3 meters.
 AB6192
 AB6192.The orthometric height was determined by differential leveling and
 AB6192.adjusted by the NATIONAL GEODETIC SURVEY
 AB6192.in October 1997.
 AB6192
 AB6192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6192.GEOID18 height accuracy estimate available here.
 AB6192
 AB6192.Click photographs - Photos may exist for this station.
 AB6192
 AB6192.The dynamic height is computed by dividing the NAVD 88
 AB6192.geopotential number by the normal gravity value computed on the
 AB6192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6192.degrees latitude (g = 980.6199 gals.).
 AB6192
 AB6192.The modeled gravity was interpolated from observed gravity values.
 AB6192
 AB6192;                    North         East    Units  Estimated Accuracy
 AB6192;SPC SD S     -   230,729.1     487,949.3     MT  (+/- 3 meters HH1 GPS) 
 AB6192
 AB6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8181120133(NAD 83)
 AB6192
 AB6192                          SUPERSEDED SURVEY CONTROL
 AB6192
 AB6192.No superseded survey control is available for this station.
 AB6192
 AB6192_MARKER: DR = REFERENCE MARK DISK
 AB6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6192_STAMPING: BURG 2 NO 3 1960
 AB6192_MARK LOGO: CGS
 AB6192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6192+STABILITY: SURFACE MOTION
 AB6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6192+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB6192
 AB6192  HISTORY     - Date     Condition        Report By
 AB6192  HISTORY     - 1960     MONUMENTED       CGS
 AB6192  HISTORY     - 19950718 GOOD             NGS
 AB6192  HISTORY     - 20120612 GOOD             INDIV
 AB6192
 AB6192                          STATION DESCRIPTION
 AB6192
 AB6192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6192'40.9 KM (25.40 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB6192'OF STATE HIGHWAY 73 IN HOWES, 543.0 M (1781.5 FT) WEST OF MILEPOST
 AB6192'139, 30.9 M (101.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.1 M (39.7
 AB6192'FT) SOUTH OF UTILITY POLE NUMBER 65-7, 9.6 M (31.5 FT) EAST OF
 AB6192'TRIANGULATION STATION BURG 2, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AB6192'HIGHWAY, 0.1 M (0.3 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH
 AB6192'WITH THE GROUND SURFACE.
 AB6192
 AB6192                          STATION RECOVERY (2012)
 AB6192
 AB6192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6191 ***********************************************************************
 AB6191  DESIGNATION -  BURG 2 RM 4
 AB6191  PID         -  AB6191
 AB6191  STATE/COUNTY-  SD/HAAKON
 AB6191  COUNTRY     -  US
 AB6191  USGS QUAD   -  MILESVILLE (2017)
 AB6191
 AB6191                         *CURRENT SURVEY CONTROL
 AB6191  ______________________________________________________________________
 AB6191* NAD 83(1986) POSITION- 44 24 05.86   (N) 101 44 24.66   (W)   HD_HELD1
 AB6191* NAVD 88 ORTHO HEIGHT -   762.797 (meters)     2502.61  (feet) ADJUSTED
 AB6191  ______________________________________________________________________
 AB6191  GEOID HEIGHT    -        -20.745 (meters)                     GEOID18
 AB6191  DYNAMIC HEIGHT  -        762.596 (meters)     2501.95  (feet) COMP
 AB6191  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 AB6191
 AB6191  VERT ORDER      -  FIRST     CLASS II
 AB6191
 AB6191.The horizontal coordinates were determined by differentially corrected
 AB6191.hand held GPS observations or other comparable positioning techniques
 AB6191.and have an estimated accuracy of +/- 3 meters.
 AB6191
 AB6191.The orthometric height was determined by differential leveling and
 AB6191.adjusted by the NATIONAL GEODETIC SURVEY
 AB6191.in October 1997.
 AB6191
 AB6191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6191.GEOID18 height accuracy estimate available here.
 AB6191
 AB6191.Click photographs - Photos may exist for this station.
 AB6191
 AB6191.The dynamic height is computed by dividing the NAVD 88
 AB6191.geopotential number by the normal gravity value computed on the
 AB6191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6191.degrees latitude (g = 980.6199 gals.).
 AB6191
 AB6191.The modeled gravity was interpolated from observed gravity values.
 AB6191
 AB6191;                    North         East    Units  Estimated Accuracy
 AB6191;SPC SD S     -   230,729.7     487,931.2     MT  (+/- 3 meters HH1 GPS) 
 AB6191
 AB6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8179320134(NAD 83)
 AB6191
 AB6191                          SUPERSEDED SURVEY CONTROL
 AB6191
 AB6191.No superseded survey control is available for this station.
 AB6191
 AB6191_MARKER: DR = REFERENCE MARK DISK
 AB6191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6191_STAMPING: BURG 2 NO 4 1960
 AB6191_MARK LOGO: CGS
 AB6191_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6191+STABILITY: SURFACE MOTION
 AB6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6191+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB6191
 AB6191  HISTORY     - Date     Condition        Report By
 AB6191  HISTORY     - 1960     MONUMENTED       CGS
 AB6191  HISTORY     - 19950718 GOOD             NGS
 AB6191  HISTORY     - 20120612 GOOD             INDIV
 AB6191
 AB6191                          STATION DESCRIPTION
 AB6191
 AB6191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6191'40.9 KM (25.40 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB6191'OF STATE HIGHWAY 73 IN HOWES, 561.0 M (1840.5 FT) WEST OF MILEPOST
 AB6191'139, 31.1 M (102.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.9 M (29.2
 AB6191'FT) WEST OF TRIANGULATION STATION BURG 2, 0.5 M (1.6 FT) ABOVE THE
 AB6191'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND THE
 AB6191'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB6191
 AB6191                          STATION RECOVERY (2012)
 AB6191
 AB6191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0543 ***********************************************************************
 OR0543  DESIGNATION -  BURKE
 OR0543  PID         -  OR0543
 OR0543  STATE/COUNTY-  SD/GREGORY
 OR0543  COUNTRY     -  US
 OR0543  USGS QUAD   -  BURKE (2017)
 OR0543
 OR0543                         *CURRENT SURVEY CONTROL
 OR0543  ______________________________________________________________________
 OR0543* NAD 83(1996) POSITION- 43 09 33.07105(N) 099 16 11.89096(W)   ADJUSTED
 OR0543* NAVD 88 ORTHO HEIGHT -   675.847 (meters)     2217.34  (feet) ADJUSTED
 OR0543  ______________________________________________________________________
 OR0543  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 OR0543  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 OR0543  DYNAMIC HEIGHT  -        675.593 (meters)     2216.51  (feet) COMP
 OR0543  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 OR0543
 OR0543  HORZ ORDER      -  FIRST
 OR0543  VERT ORDER      -  FIRST     CLASS II
 OR0543
 OR0543.The horizontal coordinates were established by classical geodetic methods
 OR0543.and adjusted by the National Geodetic Survey in January 1998.
 OR0543
 OR0543.The orthometric height was determined by differential leveling and
 OR0543.adjusted by the NATIONAL GEODETIC SURVEY
 OR0543.in June 1994.
 OR0543
 OR0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0543.GEOID18 height accuracy estimate available here.
 OR0543
 OR0543.Click photographs - Photos may exist for this station.
 OR0543
 OR0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0543
 OR0543.The dynamic height is computed by dividing the NAVD 88
 OR0543.geopotential number by the normal gravity value computed on the
 OR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0543.degrees latitude (g = 980.6199 gals.).
 OR0543
 OR0543.The modeled gravity was interpolated from observed gravity values.
 OR0543
 OR0543. The following values were computed from the NAD 83(1996) position.
 OR0543
 OR0543;                    North         East     Units Scale Factor Converg.
 OR0543;SPC SD S     -    92,298.560   686,475.868   MT  0.99993879   +0 44 00.8
 OR0543;SPC SD S     -   302,816.19  2,252,212.91   sFT  0.99993879   +0 44 00.8
 OR0543;UTM  14      - 4,778,527.792   478,052.100   MT  0.99960593   -0 11 04.8
 OR0543
 OR0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0543!SPC SD S     -   0.99989806  x   0.99993879  =   0.99983686
 OR0543!UTM  14      -   0.99989806  x   0.99960593  =   0.99950403
 OR0543
 OR0543:                Primary Azimuth Mark                     Grid Az
 OR0543:SPC SD S     -  BURKE AZ MK                              035 22 01.9
 OR0543:UTM  14      -  BURKE AZ MK                              036 17 07.5
 OR0543
 OR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7805278527(NAD 83)
 OR0543
 OR0543|---------------------------------------------------------------------|
 OR0543| PID    Reference Object                     Distance      Geod. Az  |
 OR0543|                                                           dddmmss.s |
 OR0543| OR0546 BURKE AZ MK                                        0360602.7 |
 OR0543| OR0894 HERRICK MUNICIPAL TANK              APPROX. 8.4 KM 1265939.5 |
 OR0543| OR0897 SPRING SCHOOL                       APPROX.15.8 KM 1761843.9 |
 OR0543| NN0734 JAMISON SPIRE                       APPROX.18.4 KM 1885924.2 |
 OR0543| OR0544 BURKE RM 1                           54.977 METERS 20918     |
 OR0543| OR0545 BURKE RM 2                           57.025 METERS 28016     |
 OR0543| OR0895 BURKE MUNICIPAL TANK                APPROX. 3.0 KM 3213723.6 |
 OR0543| OR0896 BURKE CATHOLIC CHURCH SPIRE         APPROX. 2.9 KM 3272124.0 |
 OR0543|---------------------------------------------------------------------|
 OR0543
 OR0543                          SUPERSEDED SURVEY CONTROL
 OR0543
 OR0543  NAD 83(1995)-  43 09 33.07096(N)    099 16 11.89165(W) AD(       ) 1
 OR0543  NAD 83(1986)-  43 09 33.07704(N)    099 16 11.89845(W) AD(       ) 1
 OR0543  NAD 27      -  43 09 33.07600(N)    099 16 10.53400(W) AD(       ) 1
 OR0543  NAVD 88 (06/15/91)  675.858  (m)         2217.38   (f) SUPERSEDED  1 2
 OR0543  NGVD 29 (??/??/92)  675.533  (m)         2216.31   (f) ADJ UNCH    1 2
 OR0543  NGVD 29             675.53   (m)         2216.3    (f) LEVELING    3  
 OR0543
 OR0543.Superseded values are not recommended for survey control.
 OR0543
 OR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0543.See file dsdata.pdf to determine how the superseded data were derived.
 OR0543
 OR0543_MARKER: DS = TRIANGULATION STATION DISK
 OR0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0543_STAMPING: BURKE 1934
 OR0543_MARK LOGO: CGS
 OR0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0543+STABILITY: SURFACE MOTION
 OR0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0543+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 OR0543
 OR0543  HISTORY     - Date     Condition        Report By
 OR0543  HISTORY     - 1934     MONUMENTED       CGS
 OR0543  HISTORY     - 1934     GOOD             CGS
 OR0543  HISTORY     - 1936     GOOD             CGS
 OR0543  HISTORY     - 1959     GOOD             CGS
 OR0543  HISTORY     - 1962     GOOD             USGS
 OR0543  HISTORY     - 19930929 GOOD             NGS
 OR0543  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0543
 OR0543                          STATION DESCRIPTION
 OR0543
 OR0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0543'STATION IS LOCATED 0.25 MILE SOUTH OF THE CENTER OF SEC. 5,
 OR0543'T. 96 N., R. 71 W., AND 2 MILES SOUTHEAST OF BURKE, ON HIGHEST
 OR0543'GROUND IN VICINITY.  LAND IS OWNED BY SAMUEL COFFMAN OF SOUTH
 OR0543'OMAHA, NEBR.
 OR0543'
 OR0543'STATION IS REACHED FROM DOWN TOWN BURKE BY GOING SOUTH TO
 OR0543'U.S. HIGHWAY 18 AND TURNING LEFT (EAST).  GO EAST ON U.S.
 OR0543'HIGHWAY 18 FOR 1.0 MILE, AND KEEP RIGHT ON U.S. 18 WHERE
 OR0543'HIGHWAY TURNS RIGHT AND LEAVES RAILROAD.  CONTINUE 0.65 MILE
 OR0543'AND TURN LEFT (EAST) 100 FEET BEYOND CONCRETE CULVERT ON A
 OR0543'DIM FIELD ROAD AND FOLLOW THIS ROAD EAST AND SOUTHEAST ALONG
 OR0543'HALF-SECTION-LINE FENCE FOR 0.5 MILE TO GATE IN FENCE ALONG
 OR0543'RAILROAD.  PASS THROUGH THIS GATE AND ANOTHER ON THE OPPOSITE
 OR0543'SIDE OF TRACKS AND CONTINUE NORTH APPROXIMATELY 100 YARDS TO
 OR0543'HIGH GROUND AND STATION.
 OR0543'
 OR0543'STATION IS 165 FEET EAST-NORTHEAST OF STATION ON TOP OF SMALL
 OR0543'RISE WHICH IS THE MOST PROMINENT IN THE VICINITY.
 OR0543'
 OR0543'REFERENCE MARK NO. 1 IS 162 FEET EAST-NORTHEAST OF EAST RAIL
 OR0543'OF RAILROAD, 2 FEET EAST OF SOUTHEAST-NORTHWEST FENCE LINE,
 OR0543'180.37 FEET FROM STATION.
 OR0543'
 OR0543'REFERENCE MARK NO. 2 IS 51 FEET EAST-NORTHEAST OF EAST RAIL
 OR0543'OF RAILROAD, 2 FEET EAST OF SOUTHEAST-NORTHWEST FENCE LINE,
 OR0543'187.09 FEET FROM STATION.
 OR0543'
 OR0543'AZIMUTH MARK IS 0.35 MILE ACROSS FIELD IN NORTHEAST FENCE
 OR0543'CORNER.
 OR0543'
 OR0543'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 OR0543
 OR0543                          STATION RECOVERY (1934)
 OR0543
 OR0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0543'1.7 MI SE FROM BURKE.
 OR0543'ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0543'RAILWAY FROM THE STATION AT BURKE, GREGORY COUNTY, ABOUT
 OR0543'7 POLES SOUTHEAST OF MILEPOST 139, AT A FIELD, ABOUT 200 FEET
 OR0543'NORTHEAST OF THE TRACK, AND ABOUT 0.9 FOOT SOUTH OF A WHITE
 OR0543'REFERENCE POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 OR0543'BURKE 1934 AND SET INTHE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0543'5 INCHES ABOVE GROUND.
 OR0543
 OR0543                          STATION RECOVERY (1936)
 OR0543
 OR0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0543'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  ALL
 OR0543'DISTANCES CHECKED WITH THOSE IN OLD DESCRIPTION.
 OR0543'
 OR0543'STATION BURKE IS LOCATED ABOUT 1/4 MILE SOUTH OF THE CENTER
 OR0543'OF SEC. 5, T. 96 N., R. 71 W., AND ABOUT TWO MILES SOUTHEAST
 OR0543'OF BURKE, SOUTH DAKOTA, ON THE HIGHEST GROUND IN THE VICINITY.
 OR0543'STATION IS LOCATED ON THE LAND OF SAMUEL COFFMAN OF SOUTH
 OR0543'OMAHA, NEBRASKA.
 OR0543'
 OR0543'STATION IS REACHED FROM DOWNTOWN BURKE BY GOING SOUTH TO U.S.
 OR0543'HIGHWAY 18 AND TURNING LEFT (EAST).  GO EAST ON U.S. HIGHWAY
 OR0543'18 FOR 1.0 MILE AND KEEP TO THE RIGHT ON U.S. HIGHWAY 18
 OR0543'WHEN HIGHWAY TURNS RIGHT AND LEAVES RAILROAD.  CONTINUE 0.65
 OR0543'MILE AND TURN LEFT (EAST) 100 FEET BEYOND A CONCRETE CULVERT
 OR0543'ON A DIM FIELD ROAD AND FOLLOW EAST-SOUTHEAST ALONG
 OR0543'HALF-SECTION-LINE FENCE FOR 0.5 MILE TO A GATE ALONG THE
 OR0543'RAILROAD TRACKS.  PASS THROUGH THE GATE AND THROUGH ANOTHER ON
 OR0543'THE OPPOSITE SIDE OF THE TRACKS AND CONTINUE NORTH ABOUT 100
 OR0543'YARDS TO THE HIGHEST GROUND AND STATION.  STATION IS 165
 OR0543'FEET EAST-NORTHEAST OF STATION AT THE TOP OF A SMALL RISE,
 OR0543'WHICH IS THE HIGHEST GROUND IN THE VICINITY.
 OR0543
 OR0543                          STATION RECOVERY (1959)
 OR0543
 OR0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 OR0543'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 OR0543'CONDITION.  THE SOUTH DAKOTA GEOLOGICAL SURVEY REPORTED
 OR0543'7-19-57 THAT THIS STATION HAD BEEN DESTROYED BUT THE STATION
 OR0543'MARK WAS RECOVERED ABOUT 2 INCHES BELOW THE SURFACE OF THE
 OR0543'GROUND.  THE STATION IS IN A FIELD, ON THE HIGHEST POINT IN
 OR0543'THE VICINITY AND ABOUT 170 FEET NORTHEAST OF THE NORTHEAST
 OR0543'FENCE OF THE RAILROAD RIGHT OF WAY.  R.M. NO. 1 IS
 OR0543'SOUTH-SOUTHWEST OF THE STATION AND ABOUT 2 FEET NORTHEAST OF THE
 OR0543'RAILROAD RIGHT OF WAY FENCE.  R.M. NO. 2 IS WEST OF THE
 OR0543'STATION AND ABOUT 2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE.
 OR0543'THE AZIMUTH MARK RECOVERED AT THE NORTHEAST CORNER OF THE
 OR0543'FIELD AS ORIGINALLY DESCRIBED.
 OR0543'
 OR0543'TO REACH THE STATION FROM BURKE, FROM THE MAIN INTERSECTION
 OR0543'ON U.S. HIGHWAY 18 AT THE OLD RAILROAD STATION, GO SOUTHEAST
 OR0543'ON U.S. 18 FOR 1.95 MILES TO A PRIVATE RAILROAD CROSSING ON
 OR0543'THE LEFT, TURN LEFT ACROSS RAILROAD TO GATE IN RIGHT OF
 OR0543'WAY FENCE, PASS THROUGH GATE AND GO NORTH-NORTHWEST ACROSS
 OR0543'FIELD FOR ABOUT 150 YARDS TO HIGHEST POINT AND STATION.
 OR0543
 OR0543                          STATION RECOVERY (1962)
 OR0543
 OR0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0543'RECOVERED IN GOOD CONDITION.
 OR0543
 OR0543                          STATION RECOVERY (1993)
 OR0543
 OR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0543'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0543'OF STATE HIGHWAY 47 IN GREGORY, 101.0 M (331.4 FT) NORTHEAST OF THE
 OR0543'HIGHWAY CENTERLINE, 57.0 M (187.0 FT) EAST OF REFERENCE MARK 2, 55.0
 OR0543'M (180.4 FT) NORTH OF REFERENCE MARK 1, 47.2 M (154.9 FT) NORTHEAST
 OR0543'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16
 OR0543'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND IS
 OR0543'CHIPPED, BUT IT IS SOLID IN PLACE.
 OR0543
 OR0543                          STATION RECOVERY (2013)
 OR0543
 OR0543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0546 ***********************************************************************
 OR0546  DESIGNATION -  BURKE AZ MK
 OR0546  PID         -  OR0546
 OR0546  STATE/COUNTY-  SD/GREGORY
 OR0546  COUNTRY     -  US
 OR0546  USGS QUAD   -  BURKE (2017)
 OR0546
 OR0546                         *CURRENT SURVEY CONTROL
 OR0546  ______________________________________________________________________
 OR0546* NAD 83(1986) POSITION- 43 09 43.     (N) 099 16 03.     (W)   SCALED
 OR0546* NAVD 88 ORTHO HEIGHT -   672.017 (meters)     2204.78  (feet) ADJUSTED
 OR0546  ______________________________________________________________________
 OR0546  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 OR0546  DYNAMIC HEIGHT  -        671.764 (meters)     2203.95  (feet) COMP
 OR0546  MODELED GRAVITY -    980,222.1   (mgal)                       NAVD 88
 OR0546
 OR0546  VERT ORDER      -  SECOND    CLASS 0
 OR0546
 OR0546.The horizontal coordinates were scaled from a map and have
 OR0546.an estimated accuracy of +/- 6 seconds.
 OR0546
 OR0546.The orthometric height was determined by differential leveling and
 OR0546.adjusted by the NATIONAL GEODETIC SURVEY
 OR0546.in June 1991.
 OR0546
 OR0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0546.GEOID18 height accuracy estimate available here.
 OR0546
 OR0546.Click photographs - Photos may exist for this station.
 OR0546
 OR0546.The dynamic height is computed by dividing the NAVD 88
 OR0546.geopotential number by the normal gravity value computed on the
 OR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0546.degrees latitude (g = 980.6199 gals.).
 OR0546
 OR0546.The modeled gravity was interpolated from observed gravity values.
 OR0546
 OR0546;                    North         East    Units  Estimated Accuracy
 OR0546;SPC SD S     -    92,610.      686,670.      MT  (+/- 180 meters Scaled)
 OR0546
 OR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN782788(NAD 83)
 OR0546
 OR0546                          SUPERSEDED SURVEY CONTROL
 OR0546
 OR0546  NGVD 29 (??/??/92)  671.692  (m)         2203.71   (f) ADJ UNCH    2 0
 OR0546
 OR0546.Superseded values are not recommended for survey control.
 OR0546
 OR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0546.See file dsdata.pdf to determine how the superseded data were derived.
 OR0546
 OR0546_MARKER: DZ = AZIMUTH MARK DISK
 OR0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0546_STAMPING: BURKE AZI 1934
 OR0546_MARK LOGO: CGS
 OR0546_PROJECTION: PROJECTING 12 CENTIMETERS
 OR0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0546+STABILITY: SURFACE MOTION
 OR0546
 OR0546  HISTORY     - Date     Condition        Report By
 OR0546  HISTORY     - 1934     MONUMENTED       CGS
 OR0546  HISTORY     - 1959     GOOD             CGS
 OR0546
 OR0546                          STATION DESCRIPTION
 OR0546
 OR0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0546'1.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0546'FROM THE STATION AT BURKE, GREGORY COUNTY, THENCE ABOUT 0.4
 OR0546'MILE NORTHEAST ACROSS A FIELD, ABOUT 0.4 MILE NORTHEAST OF
 OR0546'TRIANGULATION STATION BURKE, DESCRIBED ABOVE, IN THE NORTHEAST
 OR0546'CORNER OF THE FIELD, AND 1.0 FOOT EAST OF A WHITE REFERENCE
 OR0546'POST.  A STANDARD AZIMUTH-MARK DISK, STAMPED BURKE AZI 1934
 OR0546'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 OR0546'FOOT ABOVE GROUND.
 OR0546
 OR0546                          STATION RECOVERY (1959)
 OR0546
 OR0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OR0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0896 ***********************************************************************
 OR0896  DESIGNATION -  BURKE CATHOLIC CHURCH SPIRE
 OR0896  PID         -  OR0896
 OR0896  STATE/COUNTY-  SD/GREGORY
 OR0896  COUNTRY     -  US
 OR0896  USGS QUAD   -  BURKE (2017)
 OR0896
 OR0896                         *CURRENT SURVEY CONTROL
 OR0896  ______________________________________________________________________
 OR0896* NAD 83(1996) POSITION- 43 10 51.56527(N) 099 17 20.60705(W)   ADJUSTED
 OR0896  ______________________________________________________________________
 OR0896  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 OR0896  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 OR0896  HORZ ORDER      -  THIRD
 OR0896
 OR0896.The horizontal coordinates were established by classical geodetic methods
 OR0896.and adjusted by the National Geodetic Survey in January 1998.
 OR0896
 OR0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0896.GEOID18 height accuracy estimate available here.
 OR0896
 OR0896.Click photographs - Photos may exist for this station.
 OR0896
 OR0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0896
 OR0896. The following values were computed from the NAD 83(1996) position.
 OR0896
 OR0896;                    North         East     Units Scale Factor Converg.
 OR0896;SPC SD S     -    94,700.854   684,893.220   MT  0.99993583   +0 43 13.4
 OR0896;SPC SD S     -   310,697.72  2,247,020.51   sFT  0.99993583   +0 43 13.4
 OR0896;UTM  14      - 4,780,954.336   476,508.663   MT  0.99960679   -0 11 52.1
 OR0896
 OR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7650880954(NAD 83)
 OR0896
 OR0896                          SUPERSEDED SURVEY CONTROL
 OR0896
 OR0896  NAD 83(1995)-  43 10 51.56519(N)    099 17 20.60782(W) AD(       ) 3
 OR0896  NAD 83(1986)-  43 10 51.57129(N)    099 17 20.61367(W) AD(       ) 3
 OR0896  NAD 27      -  43 10 51.57100(N)    099 17 19.25000(W) AD(       ) 3
 OR0896
 OR0896.Superseded values are not recommended for survey control.
 OR0896
 OR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0896.See file dsdata.pdf to determine how the superseded data were derived.
 OR0896
 OR0896_MARKER: 90 = CHURCH SPIRE
 OR0896
 OR0896  HISTORY     - Date     Condition        Report By
 OR0896  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0896
 OR0896                          STATION DESCRIPTION
 OR0896
 OR0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0896'POINT OBSERVED UPON IS TIP OF SPIRE ATOP CATHOLIC CHURCH 40
 OR0896'FEET HIGH, LOCATED IN EAST PART OF TOWN OF BURKE BUILT IN 1915.
 OR0896'
 OR0896'OBSERVED UPON FROM STATIONS BURKE, SPRING, DALLAS, LUCAS,
 OR0896'DICKENS, AND MILLS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0895 ***********************************************************************
 OR0895  DESIGNATION -  BURKE MUNICIPAL TANK
 OR0895  PID         -  OR0895
 OR0895  STATE/COUNTY-  SD/GREGORY
 OR0895  COUNTRY     -  US
 OR0895  USGS QUAD   -  BURKE (2017)
 OR0895
 OR0895                         *CURRENT SURVEY CONTROL
 OR0895  ______________________________________________________________________
 OR0895* NAD 83(1996) POSITION- 43 10 48.78505(N) 099 17 33.83384(W)   ADJUSTED
 OR0895  ______________________________________________________________________
 OR0895  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 OR0895  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 OR0895  HORZ ORDER      -  THIRD
 OR0895
 OR0895.The horizontal coordinates were established by classical geodetic methods
 OR0895.and adjusted by the National Geodetic Survey in January 1998.
 OR0895
 OR0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0895.GEOID18 height accuracy estimate available here.
 OR0895
 OR0895.Click photographs - Photos may exist for this station.
 OR0895
 OR0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0895
 OR0895. The following values were computed from the NAD 83(1996) position.
 OR0895
 OR0895;                    North         East     Units Scale Factor Converg.
 OR0895;SPC SD S     -    94,611.319   684,595.628   MT  0.99993594   +0 43 04.3
 OR0895;SPC SD S     -   310,403.97  2,246,044.16   sFT  0.99993594   +0 43 04.3
 OR0895;UTM  14      - 4,780,869.610   476,209.773   MT  0.99960696   -0 12 01.1
 OR0895
 OR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7620980869(NAD 83)
 OR0895
 OR0895                          SUPERSEDED SURVEY CONTROL
 OR0895
 OR0895  NAD 83(1995)-  43 10 48.78478(N)    099 17 33.83445(W) AD(       ) 3
 OR0895  NAD 83(1986)-  43 10 48.79097(N)    099 17 33.84030(W) AD(       ) 3
 OR0895  NAD 27      -  43 10 48.79200(N)    099 17 32.47900(W) AD(       ) 3
 OR0895
 OR0895.Superseded values are not recommended for survey control.
 OR0895
 OR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0895.See file dsdata.pdf to determine how the superseded data were derived.
 OR0895
 OR0895_MARKER: 53 = ELEVATED TANK
 OR0895
 OR0895  HISTORY     - Date     Condition        Report By
 OR0895  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0895  HISTORY     - 1936     GOOD             CGS
 OR0895  HISTORY     - 1945     GOOD             CGS
 OR0895  HISTORY     - 19820921 GOOD             NGS
 OR0895
 OR0895                          STATION DESCRIPTION
 OR0895
 OR0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0895'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL WATER TANK BLACK
 OR0895'125 FEET HIGH, LOCATED IN WEST PART OF TOWN.
 OR0895'
 OR0895'OBSERVED UPON FROM STATIONS BURKE, SPRING, DALLAS, LUCAS,
 OR0895'DICKENS, MILLS.
 OR0895
 OR0895                          STATION RECOVERY (1936)
 OR0895
 OR0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0895'THE POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER
 OR0895'TANK IN THE TOWN OF BURKE, S. DAK.  THE TANK IS BLACK AND
 OR0895'APPROXIMATELY 80 FEET HIGH.
 OR0895'
 OR0895'THE POINT WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 OR0895'DICKENS, LUCAS, AND MULLEN.
 OR0895
 OR0895                          STATION RECOVERY (1945)
 OR0895
 OR0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0895'THE STATION IS LOCATED ON THE S EDGE OF THE VILLAGE OF BURKE
 OR0895'AND ABOUT 100 YARDS NNW OF THE RAILROAD STATION.  THE WATER
 OR0895'TANK IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH.
 OR0895'THE BODY OF THE TANK IS PAINTED SILVER WHILE THE LEGS ARE
 OR0895'PAINTED BLACK AND ON THE EAST AND WEST SIDES OF THE TANK ARE
 OR0895'THE LETTERS INSCRIBED IN BLACK -- BURKE.
 OR0895'
 OR0895'THE POINT INTERSECTED WAS A SMALL LIGHT AT THE APEX OF THE
 OR0895'ROOF.
 OR0895'
 OR0895'THIS IS AN INTERSECTION STATION.
 OR0895
 OR0895                          STATION RECOVERY (1982)
 OR0895
 OR0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0895'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT IT IS NOW PAINTED LIGHT
 OR0895'GREEN.  THERE IS ALSO A NEW TANK IN BURKE WHICH IS LOCATED WEST OF
 OR0895'THIS TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0544 ***********************************************************************
 OR0544  DESIGNATION -  BURKE RM 1
 OR0544  PID         -  OR0544
 OR0544  STATE/COUNTY-  SD/GREGORY
 OR0544  COUNTRY     -  US
 OR0544  USGS QUAD   -  BURKE (2017)
 OR0544
 OR0544                         *CURRENT SURVEY CONTROL
 OR0544  ______________________________________________________________________
 OR0544* NAD 83(1986) POSITION- 43 09 31.52   (N) 099 16 13.08   (W)   HD_HELD1
 OR0544* NAVD 88 ORTHO HEIGHT -   674.806 (meters)     2213.93  (feet) ADJUSTED
 OR0544  ______________________________________________________________________
 OR0544  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 OR0544  DYNAMIC HEIGHT  -        674.551 (meters)     2213.09  (feet) COMP
 OR0544  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 OR0544
 OR0544  VERT ORDER      -  FIRST     CLASS II
 OR0544
 OR0544.The horizontal coordinates were determined by differentially corrected
 OR0544.hand held GPS observations or other comparable positioning techniques
 OR0544.and have an estimated accuracy of +/- 3 meters.
 OR0544
 OR0544.The orthometric height was determined by differential leveling and
 OR0544.adjusted by the NATIONAL GEODETIC SURVEY
 OR0544.in June 1991.
 OR0544
 OR0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0544.GEOID18 height accuracy estimate available here.
 OR0544
 OR0544.Click photographs - Photos may exist for this station.
 OR0544
 OR0544.The dynamic height is computed by dividing the NAVD 88
 OR0544.geopotential number by the normal gravity value computed on the
 OR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0544.degrees latitude (g = 980.6199 gals.).
 OR0544
 OR0544.The modeled gravity was interpolated from observed gravity values.
 OR0544
 OR0544;                    North         East    Units  Estimated Accuracy
 OR0544;SPC SD S     -    92,250.4     686,449.6     MT  (+/- 3 meters HH1 GPS) 
 OR0544
 OR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7802578480(NAD 83)
 OR0544
 OR0544                          SUPERSEDED SURVEY CONTROL
 OR0544
 OR0544  NGVD 29 (??/??/92)  674.480  (m)         2212.86   (f) ADJ UNCH    1 2
 OR0544
 OR0544.Superseded values are not recommended for survey control.
 OR0544
 OR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0544.See file dsdata.pdf to determine how the superseded data were derived.
 OR0544
 OR0544_MARKER: DR = REFERENCE MARK DISK
 OR0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0544_STAMPING: BURKE NO 1 1934
 OR0544_MARK LOGO: CGS
 OR0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0544+STABILITY: SURFACE MOTION
 OR0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0544+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0544
 OR0544  HISTORY     - Date     Condition        Report By
 OR0544  HISTORY     - 1934     MONUMENTED       CGS
 OR0544  HISTORY     - 1959     GOOD             CGS
 OR0544  HISTORY     - 19930929 GOOD             NGS
 OR0544  HISTORY     - 20120115 GOOD             INDIV
 OR0544
 OR0544                          STATION DESCRIPTION
 OR0544
 OR0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0544'1.7 MI SE FROM BURKE.
 OR0544'ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH
 OR0544'WESTERN RAILWAY FROM THE STATION AT BURKE, GREGORY COUNTY,
 OR0544'NEAR MILEPOST 139, AT A FIELD, AND ABOUT 180.4 FEET SOUTH OF
 OR0544'TRIANGULATION STATION BURKE, DESCRIBED ABOVE.  A STANDARD
 OR0544'REFERENCE-MARK DISK, STAMPED BURKE NO 1 1934 AND SET IN THE
 OR0544'TOP OF A CONCRETE POST.
 OR0544
 OR0544                          STATION RECOVERY (1959)
 OR0544
 OR0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OR0544'RECOVERED IN GOOD CONDITION.
 OR0544
 OR0544                          STATION RECOVERY (1993)
 OR0544
 OR0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0544'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0544'OF STATE HIGHWAY 47 IN GREGORY, 55.4 M (181.8 FT) NORTHEAST OF
 OR0544'MILEPOST 288, 55.0 M (180.4 FT) SOUTH OF TRIANGULATION STATION BURKE,
 OR0544'44.7 M (146.7 FT) NORTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 OR0544'0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND THE
 OR0544'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR0544
 OR0544                          STATION RECOVERY (2012)
 OR0544
 OR0544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0545 ***********************************************************************
 OR0545  DESIGNATION -  BURKE RM 2
 OR0545  PID         -  OR0545
 OR0545  STATE/COUNTY-  SD/GREGORY
 OR0545  COUNTRY     -  US
 OR0545  USGS QUAD   -  BURKE (2017)
 OR0545
 OR0545                         *CURRENT SURVEY CONTROL
 OR0545  ______________________________________________________________________
 OR0545* NAD 83(1986) POSITION- 43 09 33.40   (N) 099 16 14.37   (W)   HD_HELD1
 OR0545* NAVD 88 ORTHO HEIGHT -   673.116 (meters)     2208.38  (feet) ADJUSTED
 OR0545  ______________________________________________________________________
 OR0545  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 OR0545  DYNAMIC HEIGHT  -        672.862 (meters)     2207.55  (feet) COMP
 OR0545  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 OR0545
 OR0545  VERT ORDER      -  FIRST     CLASS II
 OR0545
 OR0545.The horizontal coordinates were determined by differentially corrected
 OR0545.hand held GPS observations or other comparable positioning techniques
 OR0545.and have an estimated accuracy of +/- 3 meters.
 OR0545
 OR0545.The orthometric height was determined by differential leveling and
 OR0545.adjusted by the NATIONAL GEODETIC SURVEY
 OR0545.in June 1991.
 OR0545
 OR0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0545.GEOID18 height accuracy estimate available here.
 OR0545
 OR0545.Click photographs - Photos may exist for this station.
 OR0545
 OR0545.The dynamic height is computed by dividing the NAVD 88
 OR0545.geopotential number by the normal gravity value computed on the
 OR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0545.degrees latitude (g = 980.6199 gals.).
 OR0545
 OR0545.The modeled gravity was interpolated from observed gravity values.
 OR0545
 OR0545;                    North         East    Units  Estimated Accuracy
 OR0545;SPC SD S     -    92,308.0     686,419.7     MT  (+/- 3 meters HH1 GPS) 
 OR0545
 OR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7799678538(NAD 83)
 OR0545
 OR0545                          SUPERSEDED SURVEY CONTROL
 OR0545
 OR0545  NGVD 29 (??/??/92)  672.790  (m)         2207.31   (f) ADJ UNCH    1 2
 OR0545
 OR0545.Superseded values are not recommended for survey control.
 OR0545
 OR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0545.See file dsdata.pdf to determine how the superseded data were derived.
 OR0545
 OR0545_MARKER: DR = REFERENCE MARK DISK
 OR0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0545_STAMPING: BURKE NO 2 1934
 OR0545_MARK LOGO: CGS
 OR0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0545+STABILITY: SURFACE MOTION
 OR0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0545+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0545
 OR0545  HISTORY     - Date     Condition        Report By
 OR0545  HISTORY     - 1934     MONUMENTED       CGS
 OR0545  HISTORY     - 1959     GOOD             CGS
 OR0545  HISTORY     - 19930929 GOOD             NGS
 OR0545  HISTORY     - 20120115 GOOD             INDIV
 OR0545
 OR0545                          STATION DESCRIPTION
 OR0545
 OR0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0545'1.7 MI SE FROM BURKE.
 OR0545'ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0545'RAILWAY FROM THE STATION AT BURKE, GREGORY COUNTY, NEAR MILEPOST
 OR0545'139, AT A FIELD, AND ABOUT 187.0 FEET SOUTHWEST OF TRIANGULATION
 OR0545'STATION BURKE, DESCRIBED ABOVE.  A STANDARD REFERENCE-MARK
 OR0545'DISK, STAMPED BURKE NO 2 1934 AND SET IN THE TOP OF A
 OR0545'CONCRETE POST.
 OR0545
 OR0545                          STATION RECOVERY (1959)
 OR0545
 OR0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OR0545'RECOVERED IN GOOD CONDITION.
 OR0545
 OR0545                          STATION RECOVERY (1993)
 OR0545
 OR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0545'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0545'OF STATE HIGHWAY 47 IN GREGORY, 57.0 M (187.0 FT) WEST OF
 OR0545'TRIANGULATION STATION BURKE, 44.4 M (145.7 FT) NORTHEAST OF AND LEVEL
 OR0545'WITH THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS
 OR0545'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR0545
 OR0545                          STATION RECOVERY (2012)
 OR0545
 OR0545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0682 ***********************************************************************
 QR0682  DESIGNATION -  BURKMERE
 QR0682  PID         -  QR0682
 QR0682  STATE/COUNTY-  SD/FAULK
 QR0682  COUNTRY     -  US
 QR0682  USGS QUAD   -  BURKMERE (2017)
 QR0682
 QR0682                         *CURRENT SURVEY CONTROL
 QR0682  ______________________________________________________________________
 QR0682* NAD 83(1996) POSITION- 45 03 24.98285(N) 099 21 53.09931(W)   ADJUSTED
 QR0682* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 QR0682  ______________________________________________________________________
 QR0682  GEOID HEIGHT    -        -23.192 (meters)                     GEOID18
 QR0682  LAPLACE CORR    -         -5.86  (seconds)                    DEFLEC18
 QR0682  HORZ ORDER      -  FIRST
 QR0682
 QR0682.The horizontal coordinates were established by classical geodetic methods
 QR0682.and adjusted by the National Geodetic Survey in January 1998.
 QR0682
 QR0682.The orthometric height was scaled from a topographic map.
 QR0682
 QR0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0682.GEOID18 height accuracy estimate available here.
 QR0682
 QR0682.Click photographs - Photos may exist for this station.
 QR0682
 QR0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0682
 QR0682. The following values were computed from the NAD 83(1996) position.
 QR0682
 QR0682;                    North         East     Units Scale Factor Converg.
 QR0682;SPC SD N     -   136,166.413   650,034.273   MT  0.99993912   +0 26 58.5
 QR0682;SPC SD N     -   446,739.31  2,132,654.11   sFT  0.99993912   +0 26 58.5
 QR0682;UTM  14      - 4,989,340.413   471,280.623   MT  0.99961014   -0 15 29.4
 QR0682
 QR0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0682!SPC SD N     -   0.99991751  x   0.99993912  =   0.99985664
 QR0682!UTM  14      -   0.99991751  x   0.99961014  =   0.99952768
 QR0682
 QR0682:                Primary Azimuth Mark                     Grid Az
 QR0682:SPC SD N     -  BURKMERE AZ MK                           091 36 29.4
 QR0682:UTM  14      -  BURKMERE AZ MK                           092 18 57.3
 QR0682
 QR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7128089340(NAD 83)
 QR0682
 QR0682|---------------------------------------------------------------------|
 QR0682| PID    Reference Object                     Distance      Geod. Az  |
 QR0682|                                                           dddmmss.s |
 QR0682| CO5296 BURKMERE AZ MK                                     0920327.9 |
 QR0682| CO5297 BURKMERE RM 1                                      09439     |
 QR0682| CO5298 BURKMERE RM 2                        23.052 METERS 17814     |
 QR0682|---------------------------------------------------------------------|
 QR0682
 QR0682                          SUPERSEDED SURVEY CONTROL
 QR0682
 QR0682  NAD 83(1986)-  45 03 24.97955(N)    099 21 53.11216(W) AD(       ) 1
 QR0682  NAD 27      -  45 03 25.07300(N)    099 21 51.71600(W) AD(       ) 1
 QR0682
 QR0682.Superseded values are not recommended for survey control.
 QR0682
 QR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0682.See file dsdata.pdf to determine how the superseded data were derived.
 QR0682
 QR0682_MARKER: DS = TRIANGULATION STATION DISK
 QR0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0682_STAMPING: BURKMERE 1935
 QR0682_MARK LOGO: CGS
 QR0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0682+STABILITY: SURFACE MOTION
 QR0682
 QR0682  HISTORY     - Date     Condition        Report By
 QR0682  HISTORY     - 1935     MONUMENTED       CGS
 QR0682
 QR0682                          STATION DESCRIPTION
 QR0682
 QR0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0682'THIS STATION IS LOCATED 0.15 MILE E OF THE SW CORNER OF SEC. 2,
 QR0682'T 118 N, R 71 W, LATHAM TOWNSHIP, 2-1/2 MILES W AND 1/2 MILE
 QR0682'N OF BURKMERE, 0.6 MILE DUE W OF A WHITE TWO STORY HOUSE,
 QR0682'HOME OF MR. LOUIS RADWICK, ON A SMALL RISE IN ELEVATION,
 QR0682'9 FEET N OF THE RIGHT-OF-WAY FENCE, 45 FEET N OF THE CENTER
 QR0682'LINE OF AN UNIMPROVED DIRT ROAD, 18 FEET SW OF A ROCK CAIRN,
 QR0682'AND PROJECTS 8 INCHES.
 QR0682'
 QR0682'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QR0682'BRONZE DISKS SET IN CONCRETE.
 QR0682'
 QR0682'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT N OF THE
 QR0682'RIGHT-OF-WAY FENCE, 37 FEET N OF THE CENTER LINE OF THE ROAD.
 QR0682'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS S OF THE STATION,
 QR0682'1 FOOT S OF THE RIGHT-OF-WAY FENCE, 35 FEET S OF THE CENTER
 QR0682'LINE OF THE ROAD.  PROJECTS 10 INCHES.
 QR0682'
 QR0682'THE AZIMUTH MARK IS E OF THE STATION, 35 FEET S OF THE CENTER
 QR0682'LINE OF THE ROAD, 1 FOOT N OF THE RIGHT-OF-WAY FENCE, 0.4 MILE
 QR0682'W OF A DIM CROSSROADS.  PROJECTS 10 INCHES.
 QR0682'
 QR0682'THE STATION IS REACHED FROM THE CROSSROADS AND SECTION CORNER,
 QR0682'ON U.S. HIGHWAY 212, 1/2 MILE SE OF BURKMERE, AT A SIGN
 QR0682'BURKMERE, (11 MILES E OF SENECA, OR 9.4 MILES W OF FAULKTON)
 QR0682'BY GOING W ON U.S. HIGHWAY 212 FOR 2.0 MILES TO CROSSROADS,
 QR0682'TURN RIGHT, N, ON POOR DIRT ROAD FOR 1.0 MILE TO CROSSROADS,
 QR0682'TURN LEFT W, AND GO 0.8 MILE TO TOP OF GRADE AND STATION TO
 QR0682'THE RIGHT.
 QR0682'
 QR0682'STATIONS IRVING, AND ORIENT ARE VISIBLE FROM THE GROUND.
 QR0682'
 QR0682'LIGHTS 60 FEET ABOVE ELLISVILLE, 74 FEET ABOVE SENECA, 74 FEET
 QR0682'ABOVE PULASKI, ARE VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2085 ***********************************************************************
 NM2085  DESIGNATION -  BURL 4
 NM2085  PID         -  NM2085
 NM2085  STATE/COUNTY-  SD/YANKTON
 NM2085  COUNTRY     -  US
 NM2085  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM2085
 NM2085                         *CURRENT SURVEY CONTROL
 NM2085  ______________________________________________________________________
 NM2085* NAD 83(1986) POSITION- 42 52 16.     (N) 097 22 57.     (W)   SCALED
 NM2085* NAVD 88 ORTHO HEIGHT -   361.929 (meters)     1187.43  (feet) ADJUSTED
 NM2085  ______________________________________________________________________
 NM2085  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM2085  DYNAMIC HEIGHT  -        361.826 (meters)     1187.09  (feet) COMP
 NM2085  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 NM2085
 NM2085  VERT ORDER      -  FIRST     CLASS II
 NM2085
 NM2085.The horizontal coordinates were scaled from a map and have
 NM2085.an estimated accuracy of +/- 6 seconds.
 NM2085
 NM2085.The orthometric height was determined by differential leveling and
 NM2085.adjusted by the NATIONAL GEODETIC SURVEY
 NM2085.in June 1994.
 NM2085
 NM2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2085.GEOID18 height accuracy estimate available here.
 NM2085
 NM2085.Click photographs - Photos may exist for this station.
 NM2085
 NM2085.The dynamic height is computed by dividing the NAVD 88
 NM2085.geopotential number by the normal gravity value computed on the
 NM2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2085.degrees latitude (g = 980.6199 gals.).
 NM2085
 NM2085.The modeled gravity was interpolated from observed gravity values.
 NM2085
 NM2085;                    North         East    Units  Estimated Accuracy
 NM2085;SPC SD S     -    64,030.      841,060.      MT  (+/- 180 meters Scaled)
 NM2085
 NM2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN321477(NAD 83)
 NM2085
 NM2085                          SUPERSEDED SURVEY CONTROL
 NM2085
 NM2085.No superseded survey control is available for this station.
 NM2085
 NM2085_MARKER: DS = TRIANGULATION STATION DISK
 NM2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2085_STAMPING: BURL 4 1993
 NM2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2085+STABILITY: SURFACE MOTION
 NM2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2085+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2085
 NM2085  HISTORY     - Date     Condition        Report By
 NM2085  HISTORY     - 1993     MONUMENTED       SD3070
 NM2085  HISTORY     - 19930908 GOOD             NGS
 NM2085  HISTORY     - 20120323 MARK NOT FOUND   INDIV
 NM2085
 NM2085                          STATION DESCRIPTION
 NM2085
 NM2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2085'IN YANKTON, AT THE INTERSECTION OF BURLEIGH STREET AND U.S. HIGHWAY
 NM2085'50 (EAST 4TH STREET) , 8.5 M (27.9 FT) SOUTH-SOUTHEAST OF THE CENTER
 NM2085'OF A MANHOLE COVER AND THE HIGHWAY, 2.6 M (8.5 FT) WEST-NORTHWEST OF
 NM2085'UTILITY POLE NUMBER 8122, ON THE EXTENDED EAST CURB OF THE STREET,
 NM2085'AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.
 NM2085
 NM2085                          STATION RECOVERY (2012)
 NM2085
 NM2085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0785 ***********************************************************************
 OT0785  DESIGNATION -  BURN
 OT0785  PID         -  OT0785
 OT0785  STATE/COUNTY-  SD/CUSTER
 OT0785  COUNTRY     -  US
 OT0785  USGS QUAD   -  HERMOSA (2017)
 OT0785
 OT0785                         *CURRENT SURVEY CONTROL
 OT0785  ______________________________________________________________________
 OT0785* NAD 83(1996) POSITION- 43 45 14.44100(N) 103 09 28.47434(W)   ADJUSTED
 OT0785* NAVD 88 ORTHO HEIGHT -  1064.    (meters)     3491.    (feet) SCALED
 OT0785  ______________________________________________________________________
 OT0785  GEOID HEIGHT    -        -16.309 (meters)                     GEOID18
 OT0785  LAPLACE CORR    -        -10.53  (seconds)                    DEFLEC18
 OT0785  HORZ ORDER      -  SECOND
 OT0785
 OT0785.The horizontal coordinates were established by classical geodetic methods
 OT0785.and adjusted by the National Geodetic Survey in January 1998.
 OT0785
 OT0785.The orthometric height was scaled from a topographic map.
 OT0785
 OT0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0785.GEOID18 height accuracy estimate available here.
 OT0785
 OT0785.Click photographs - Photos may exist for this station.
 OT0785
 OT0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0785
 OT0785. The following values were computed from the NAD 83(1996) position.
 OT0785
 OT0785;                    North         East     Units Scale Factor Converg.
 OT0785;SPC SD S     -   161,692.843   372,581.986   MT  0.99990966   -1 56 54.7
 OT0785;SPC SD S     -   530,487.27  1,222,379.40   sFT  0.99990966   -1 56 54.7
 OT0785;UTM  13      - 4,846,200.949   648,297.934   MT  0.99987051   +1 16 27.0
 OT0785
 OT0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0785!SPC SD S     -   0.99983566  x   0.99990966  =   0.99974534
 OT0785!UTM  13      -   0.99983566  x   0.99987051  =   0.99970619
 OT0785
 OT0785:                Primary Azimuth Mark                     Grid Az
 OT0785:SPC SD S     -  BURN AZ MK                               071 51 11.1
 OT0785:UTM  13      -  BURN AZ MK                               068 37 49.4
 OT0785
 OT0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4829746200(NAD 83)
 OT0785
 OT0785|---------------------------------------------------------------------|
 OT0785| PID    Reference Object                     Distance      Geod. Az  |
 OT0785|                                                           dddmmss.s |
 OT0785| CP8907 BURN RM 1                            12.942 METERS 00609     |
 OT0785| CP8906 BURN AZ MK                                         0695416.4 |
 OT0785| CP8908 BURN RM 2                            13.354 METERS 10624     |
 OT0785| OT0784 HERMOSA TV STA KOTA MAST            APPROX. 6.4 KM 3435826.9 |
 OT0785|---------------------------------------------------------------------|
 OT0785
 OT0785                          SUPERSEDED SURVEY CONTROL
 OT0785
 OT0785  NAD 83(1995)-  43 45 14.43972(N)    103 09 28.47522(W) AD(       ) 2
 OT0785  NAD 83(1993)-  43 45 14.43223(N)    103 09 28.47840(W) AD(       ) 2
 OT0785  NAD 83(1986)-  43 45 14.42499(N)    103 09 28.48415(W) AD(       ) 2
 OT0785  NAD 27      -  43 45 14.45190(N)    103 09 26.79340(W) AD(       ) 2
 OT0785
 OT0785.Superseded values are not recommended for survey control.
 OT0785
 OT0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0785.See file dsdata.pdf to determine how the superseded data were derived.
 OT0785
 OT0785_MARKER: DS = TRIANGULATION STATION DISK
 OT0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0785_STAMPING: BURN 1961
 OT0785_MARK LOGO: CGS
 OT0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0785+STABILITY: SURFACE MOTION
 OT0785
 OT0785  HISTORY     - Date     Condition        Report By
 OT0785  HISTORY     - 1961     MONUMENTED       CGS
 OT0785
 OT0785                          STATION DESCRIPTION
 OT0785
 OT0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0785'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF FAIRBURN, ABOUT
 OT0785'5 MILES SOUTH-SOUTHEAST OF HERMOSA, IN THE SOUTHWEST 1/4 OF THE
 OT0785'SOUTHWEST 1/4 SECTION 27, T 3 S, R 8 E, AND ON PROPERTY OWNED BY
 OT0785'MR. HAROLD HASSELSTROM.
 OT0785'
 OT0785'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST NORTH OF THE
 OT0785'DEPOT IN HERMOSA, GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO
 OT0785'A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE ROAD SOUTH FOR 1.6
 OT0785'MILES TO A SIDE ROAD LEFT, EAST.  CONTINUE AHEAD FOR 3.35 MILES
 OT0785'TO A SIDE ROAD RIGHT, SOUTH.  TURN RIGHT AND FOLLOW THE ROAD
 OT0785'FOR 2.55 MILES TO A DIM CROSSROAD AT THE TOP OF A STEEP HILL.
 OT0785'TURN SHARP RIGHT AND FOLLOW THE DIM ROAD FOR 1.25 MILES TO A
 OT0785'WIRE GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE AND GO
 OT0785'WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.25 MILE TO A
 OT0785'GATE IN A NORTH-SOUTH FENCE AND THE AZIMUTH MARK ON THE
 OT0785'RIGHT.  PASS THROUGH THE GATE AND CONTINUE ON THE TRACK
 OT0785'ROAD FOR 0.4 MILE TO A KNOLL ON THE LEFT.  TURN LEFT AND GO
 OT0785'0.1 MILE TO THE TOP OF THE KNOLL AND THE STATION.
 OT0785'
 OT0785'THE STATION MARK IS A STANDARD DISK STAMPED BURN 1961, SET IN
 OT0785'A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT AND IS 3.2
 OT0785'FEET NORTH OF A WITNESS POST.
 OT0785'
 OT0785'REFERENCE MARK 1 IS 45.0 FEET NORTH OF THE WITNESS POST.  THE
 OT0785'SQUARE CONCRETE MONUMENT PROJECTS 0.4 FOOT AND THE DISK IS STAMPED
 OT0785'BURN NO 1 1961
 OT0785'
 OT0785'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURN NO 2 1961, SET
 OT0785'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT AND IS 45.5
 OT0785'FEET EAST OF THE WITNESS POST.
 OT0785'
 OT0785'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURN 1961, SET IN
 OT0785'A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.4 FOOT.  IT IS 9 FEET
 OT0785'NORTH OF THE CENTER OF A WIRE GATE, 1.7 FEET NORTH OF A WITNESS
 OT0785'POST AND 1 FOOT WEST OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2317 ***********************************************************************
 PU2317  DESIGNATION -  BURNT
 PU2317  PID         -  PU2317
 PU2317  STATE/COUNTY-  SD/MEADE
 PU2317  COUNTRY     -  US
 PU2317  USGS QUAD   -  TILFORD (2017)
 PU2317
 PU2317                         *CURRENT SURVEY CONTROL
 PU2317  ______________________________________________________________________
 PU2317* NAD 83(1996) POSITION- 44 15 37.98946(N) 103 29 41.25170(W)   ADJUSTED
 PU2317* NAVD 88 ORTHO HEIGHT -  1580.    (meters)     5184.    (feet) SCALED
 PU2317  ______________________________________________________________________
 PU2317  GEOID HEIGHT    -        -14.606 (meters)                     GEOID18
 PU2317  LAPLACE CORR    -        -16.95  (seconds)                    DEFLEC18
 PU2317  HORZ ORDER      -  THIRD
 PU2317
 PU2317.The horizontal coordinates were established by classical geodetic methods
 PU2317.and adjusted by the National Geodetic Survey in January 1998.
 PU2317
 PU2317.The orthometric height was scaled from a topographic map.
 PU2317
 PU2317.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2317.GEOID18 height accuracy estimate available here.
 PU2317
 PU2317.Click photographs - Photos may exist for this station.
 PU2317
 PU2317.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2317
 PU2317. The following values were computed from the NAD 83(1996) position.
 PU2317
 PU2317;                    North         East     Units Scale Factor Converg.
 PU2317;SPC SD N     -    53,497.067   321,002.914   MT  1.00003356   -2 28 24.2
 PU2317;SPC SD N     -   175,514.96  1,053,157.06   sFT  1.00003356   -2 28 24.2
 PU2317;SPC SD S     -   218,908.740   347,612.340   MT  0.99996968   -2 10 51.4
 PU2317;SPC SD S     -   718,203.09  1,140,458.15   sFT  0.99996968   -2 10 51.4
 PU2317;UTM  13      - 4,901,914.111   620,149.712   MT  0.99977754   +1 03 02.3
 PU2317
 PU2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2317!SPC SD N     -   0.99975467  x   1.00003356  =   0.99978823
 PU2317!SPC SD S     -   0.99975467  x   0.99996968  =   0.99972436
 PU2317!UTM  13      -   0.99975467  x   0.99977754  =   0.99953227
 PU2317
 PU2317:                Primary Azimuth Mark                     Grid Az
 PU2317:SPC SD N     -  BURNT AZ MK                              082 30 37.8
 PU2317:SPC SD S     -  BURNT AZ MK                              082 13 05.0
 PU2317:UTM  13      -  BURNT AZ MK                              078 59 11.3
 PU2317
 PU2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2014901914(NAD 83)
 PU2317
 PU2317|---------------------------------------------------------------------|
 PU2317| PID    Reference Object                     Distance      Geod. Az  |
 PU2317|                                                           dddmmss.s |
 PU2317| CP8912 BURNT AZ MK                                        0800213.6 |
 PU2317| CP8913 BURNT RM 1                           10.177 METERS 18225     |
 PU2317| CP8914 BURNT RM 2                            7.423 METERS 30102     |
 PU2317|---------------------------------------------------------------------|
 PU2317
 PU2317                          SUPERSEDED SURVEY CONTROL
 PU2317
 PU2317  NAD 83(1993)-  44 15 37.98187(N)    103 29 41.25466(W) AD(       ) 3
 PU2317  NAD 83(1986)-  44 15 37.97920(N)    103 29 41.25226(W) AD(       ) 3
 PU2317  NAD 27      -  44 15 38.03300(N)    103 29 39.55600(W) AD(       ) 3
 PU2317
 PU2317.Superseded values are not recommended for survey control.
 PU2317
 PU2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2317.See file dsdata.pdf to determine how the superseded data were derived.
 PU2317
 PU2317_MARKER: DS = TRIANGULATION STATION DISK
 PU2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2317_STAMPING: BURNT 1950
 PU2317_MARK LOGO: CGS
 PU2317_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2317+STABILITY: SURFACE MOTION
 PU2317
 PU2317  HISTORY     - Date     Condition        Report By
 PU2317  HISTORY     - 1950     MONUMENTED       CGS
 PU2317
 PU2317                          STATION DESCRIPTION
 PU2317
 PU2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2317'THE STATION IS LOCATED ON A HIGH RIDGE IN THE BLACK HILLS
 PU2317'NATIONAL FOREST, ABOUT 5-1/2 MILES WEST AND 2 MILES NORTH OF
 PU2317'PIEDMONT, AND 3-1/4 MILES WEST AND 2-3/4 MILES SOUTH OF TILFORD.
 PU2317'
 PU2317'TO REACH THE STATION FROM THE RAILROAD STATION IN PIEDMONT,
 PU2317'GO NORTH ON U.S. HIGHWAY 14 FOR 3.1 MILES TO A SIDE ROAD ON THE
 PU2317'LEFT AND SIGN CRYSTAL CAVE.  TURN LEFT, WESTERLY, AND FOLLOW
 PU2317'THE MAIN GRAVELED ROAD FOR 2.4 MILES TO A FORK.  BEAR LEFT,
 PU2317'WESTERLY, AND GO FOR 0.1 MILE TO ANOTHER FORK.  CONTINUE ON
 PU2317'THE LEFT ROAD AND FOLLOW THE MAIN ROAD UP HILL FOR 1.8 TO A
 PU2317'FORK.  CONTINUE ON THE RIGHT ROAD FOR 0.3 MILE TO ANOTHER
 PU2317'FORK.  BEAR LEFT, SOUTHWESTERLY, AND FOLLOW THE MAIN WOOD ROAD
 PU2317'FOR 0.95 MILE TO THE CREST OF THE HILL, A SIDE ROAD TO THE
 PU2317'LEFT, AND A TRIANGLE BLAZED TREE ON THE LEFT.  TURN LEFT,
 PU2317'AND FOLLOW THE MAIN ROAD UP HILL TO THE SOUTHEAST FOR 0.35
 PU2317'MILE TO THE TOP OF THE HILL AND A TRIANGLE BLAZED TREE ON
 PU2317'THE LEFT.  THE STATION IS 0.1 MILE NORTH ON THE HIGHEST POINT
 PU2317'OF THE HILL.
 PU2317'
 PU2317'TO REACH THE AZIMUTH MARK FROM THE TRIANGLE BLAZED TREE 0.1
 PU2317'MILE SOUTH OF THE STATION MARK, GO EAST ON THE MAIN WOOD ROAD
 PU2317'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PU2317'
 PU2317'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2317'BURNT 1950.
 PU2317'
 PU2317'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2317'BURNT NO 1 1950.
 PU2317'
 PU2317'REFERENCE MARK NO. 2 PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 PU2317'BURNT NO 2 1950.
 PU2317'
 PU2317'THE AZIMUTH MARK 35 FEET EAST OF THE CENTER OF THE WOOD ROAD,
 PU2317'AND 4 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 PU2317'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK, SET
 PU2317'FLUSH WITH THE ROCK, AND THE DISK IS STAMPED BURNT 1950.
 PU2317'
 PU2317'ALL MARKS (EXCEPT THE AZIMUTH MARK) ARE STANDARD DISKS SET
 PU2317'IN TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2317'
 PU2317'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0713 ***********************************************************************
 PS0713  DESIGNATION -  BURNT RIDGE
 PS0713  PID         -  PS0713
 PS0713  STATE/COUNTY-  SD/LYMAN
 PS0713  COUNTRY     -  US
 PS0713  USGS QUAD   -  LOWER BRULE SW (2017)
 PS0713
 PS0713                         *CURRENT SURVEY CONTROL
 PS0713  ______________________________________________________________________
 PS0713* NAD 83(1996) POSITION- 44 01 22.31487(N) 099 38 55.18294(W)   ADJUSTED
 PS0713* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 PS0713  ______________________________________________________________________
 PS0713  GEOID HEIGHT    -        -24.799 (meters)                     GEOID18
 PS0713  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 PS0713  HORZ ORDER      -  SECOND
 PS0713
 PS0713.The horizontal coordinates were established by classical geodetic methods
 PS0713.and adjusted by the National Geodetic Survey in January 1998.
 PS0713
 PS0713.The orthometric height was scaled from a topographic map.
 PS0713
 PS0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0713.GEOID18 height accuracy estimate available here.
 PS0713
 PS0713.Click photographs - Photos may exist for this station.
 PS0713
 PS0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0713
 PS0713. The following values were computed from the NAD 83(1996) position.
 PS0713
 PS0713;                    North         East     Units Scale Factor Converg.
 PS0713;SPC SD S     -   187,921.595   654,889.425   MT  0.99993176   +0 28 20.4
 PS0713;SPC SD S     -   616,539.43  2,148,583.06   sFT  0.99993176   +0 28 20.4
 PS0713;UTM  14      - 4,874,616.947   448,014.044   MT  0.99963324   -0 27 02.9
 PS0713
 PS0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0713!SPC SD S     -   0.99990709  x   0.99993176  =   0.99983886
 PS0713!UTM  14      -   0.99990709  x   0.99963324  =   0.99954037
 PS0713
 PS0713:                Primary Azimuth Mark                     Grid Az
 PS0713:SPC SD S     -  FORT THOMPSON                            061 11 10.5
 PS0713:UTM  14      -  FORT THOMPSON                            062 06 33.8
 PS0713
 PS0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4801474616(NAD 83)
 PS0713
 PS0713|---------------------------------------------------------------------|
 PS0713| PID    Reference Object                     Distance      Geod. Az  |
 PS0713|                                                           dddmmss.s |
 PS0713| PS0695 FORT THOMPSON                       APPROX.18.4 KM 0613930.9 |
 PS0713|---------------------------------------------------------------------|
 PS0713
 PS0713                          SUPERSEDED SURVEY CONTROL
 PS0713
 PS0713  NAD 83(1986)-  44 01 22.31330(N)    099 38 55.18827(W) AD(       ) 2
 PS0713  NAD 27      -  44 01 22.35100(N)    099 38 53.78300(W) AD(       ) 2
 PS0713  MORC        -  44 01 19.73000(N)    099 38 53.90000(W) AD(       ) 3
 PS0713
 PS0713.Superseded values are not recommended for survey control.
 PS0713
 PS0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0713.See file dsdata.pdf to determine how the superseded data were derived.
 PS0713
 PS0713_MARKER: Z = SEE DESCRIPTION
 PS0713_SETTING: 0 = UNSPECIFIED SETTING
 PS0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0713
 PS0713  HISTORY     - Date     Condition        Report By
 PS0713  HISTORY     - 1889     MONUMENTED       MORC
 PS0713
 PS0713                          STATION DESCRIPTION
 PS0713
 PS0713'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PS0713'BURNT RIDGE IS ON RIGHT BANK, ON A VERY HIGH AND PROMINENT RANGE
 PS0713'OF GRASSY HILLS, 5 MILES SOUTH FROM THE NECK OF THE BIG BEND.
 PS0713'THERE IS HIGHER LAND ONE-HALF MILE SOUTHEAST DIRECTLY ON LINE
 PS0713'TOWARDS MEDICINE BUTTE.  THE STATION IS 1,023 FEET NORTHWEST
 PS0713'FROM THE SOUTHEAST CORNER OF T. 107 N., R. 74 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0948 ***********************************************************************
 PR0948  DESIGNATION -  BUSHNELL
 PR0948  PID         -  PR0948
 PR0948  STATE/COUNTY-  SD/BROOKINGS
 PR0948  COUNTRY     -  US
 PR0948  USGS QUAD   -  WHITE SE (2017)
 PR0948
 PR0948                         *CURRENT SURVEY CONTROL
 PR0948  ______________________________________________________________________
 PR0948* NAD 83(1996) POSITION- 44 18 38.32600(N) 096 36 22.50048(W)   ADJUSTED
 PR0948* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 PR0948  ______________________________________________________________________
 PR0948  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 PR0948  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 PR0948  HORZ ORDER      -  SECOND
 PR0948
 PR0948.The horizontal coordinates were established by classical geodetic methods
 PR0948.and adjusted by the National Geodetic Survey in January 1998.
 PR0948
 PR0948.The orthometric height was scaled from a topographic map.
 PR0948
 PR0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0948.GEOID18 height accuracy estimate available here.
 PR0948
 PR0948.Click photographs - Photos may exist for this station.
 PR0948
 PR0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0948
 PR0948. The following values were computed from the NAD 83(1996) position.
 PR0948
 PR0948;                    North         East     Units Scale Factor Converg.
 PR0948;SPC SD N     -    58,715.421   870,702.170   MT  1.00002200   +2 24 06.8
 PR0948;SPC SD N     -   192,635.51  2,856,628.70   sFT  1.00002200   +2 24 06.8
 PR0948;SPC SD S     -   226,341.762   897,265.251   MT  0.99997989   +2 34 16.1
 PR0948;SPC SD S     -   742,589.60  2,943,777.74   sFT  0.99997989   +2 34 16.1
 PR0948;UTM  14      - 4,909,163.254   690,914.013   MT  1.00004827   +1 40 21.6
 PR0948
 PR0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0948!SPC SD N     -   0.99992385  x   1.00002200  =   0.99994585
 PR0948!SPC SD S     -   0.99992385  x   0.99997989  =   0.99990374
 PR0948!UTM  14      -   0.99992385  x   1.00004827  =   0.99997212
 PR0948
 PR0948:                Primary Azimuth Mark                     Grid Az
 PR0948:SPC SD N     -  BUSHNELL AZ MK                           273 37 40.9
 PR0948:SPC SD S     -  BUSHNELL AZ MK                           273 27 31.6
 PR0948:UTM  14      -  BUSHNELL AZ MK                           274 21 26.1
 PR0948
 PR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9091409163(NAD 83)
 PR0948
 PR0948|---------------------------------------------------------------------|
 PR0948| PID    Reference Object                     Distance      Geod. Az  |
 PR0948|                                                           dddmmss.s |
 PR0948| AB7510 BUSHNELL RM 1                        27.941 METERS 01353     |
 PR0948| AB7511 BUSHNELL RM 2                        33.004 METERS 24937     |
 PR0948| PR0973 BROOKINGS MUNICIPAL TANK            APPROX.14.3 KM 2691338.5 |
 PR0948| PR0970 BROOKINGS MUNI POWER PLANT STACK    APPROX.15.2 KM 2691731.2 |
 PR0948| PR0969 BROOKINGS SD ST COLL CAMPANILE      APPROX.14.5 KM 2721823.0 |
 PR0948| PR0974 BROOKINGS SD ST COLL TANK           APPROX.14.4 KM 2733233.4 |
 PR0948| AB7512 BUSHNELL AZ MK                                     2760147.7 |
 PR0948|---------------------------------------------------------------------|
 PR0948
 PR0948                          SUPERSEDED SURVEY CONTROL
 PR0948
 PR0948  NAD 83(1986)-  44 18 38.32535(N)    096 36 22.48032(W) AD(       ) 2
 PR0948  NAD 27      -  44 18 38.44700(N)    096 36 21.31100(W) AD(       ) 2
 PR0948
 PR0948.Superseded values are not recommended for survey control.
 PR0948
 PR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0948.See file dsdata.pdf to determine how the superseded data were derived.
 PR0948
 PR0948_MARKER: DS = TRIANGULATION STATION DISK
 PR0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0948_STAMPING: BUSHNELL 1949
 PR0948_MARK LOGO: CGS
 PR0948_PROJECTION: FLUSH
 PR0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0948+STABILITY: SURFACE MOTION
 PR0948
 PR0948  HISTORY     - Date     Condition        Report By
 PR0948  HISTORY     - 1949     MONUMENTED       CGS
 PR0948  HISTORY     - 19940916 MARK NOT FOUND   NGS
 PR0948
 PR0948                          STATION DESCRIPTION
 PR0948
 PR0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0948'STATION IS LOCATED ABOUT 2 MILES EAST AND 1 MILE SOUTH OF THE
 PR0948'VILLAGE OF BUSHNELL, JUST SOUTH OF U.S. HIGHWAY 14 AND ABOUT
 PR0948'10 MILES EAST OF BROOKINGS--IN THE NW 1/4 OF SEC. 28, T. 110
 PR0948'N., R. 48 W., AND ON PROPERTY OWNED AND OCCUPIED BY MR. ARNOLD
 PR0948'GREVE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 PR0948'STAMPED, BUSHNELL 1949.
 PR0948'
 PR0948'REFERENCE MARK NO. 1 IS IN A FENCE LINE, 52.7 FEET SOUTH OF THE
 PR0948'FENCE CORNER IN THE HIGHWAY RIGHT-OF-WAY FENCE LINE AND 3.7
 PR0948'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 PR0948'GROUND AND THE DISC IS STAMPED, BUSHNELL NO 1 1949.
 PR0948'
 PR0948'REFERENCE MARK NO. 2 IS NEAR THE FENCE ALONG THE SOUTH SIDE
 PR0948'OF THE DRIVEWAY, 13 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 PR0948'OF THE DRIVEWAY AND 63 FEET WEST OF A FENCE CORNER.  THE MARK
 PR0948'IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, BUSHNELL NO
 PR0948'2 1949.
 PR0948'
 PR0948'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14, 48
 PR0948'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH OF
 PR0948'THE WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES
 PR0948'AND THE DISC IS STAMPED, BUSHNELL 1949.
 PR0948'
 PR0948'THE STATION WAS REACHED FROM THE POST OFFICE IN BROOKINGS,
 PR0948'GO NORTH 1 BLOCK, THENCE RIGHT OR EAST FOR 9.3 MILES TO THE
 PR0948'AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.  THENCE CONTINUE
 PR0948'EAST FOR 0.45 MILES TO THE FARM ON THE RIGHT AND THE STATION
 PR0948'SITE.  THE MARK IS 82-1/2 FEET NORTH-NORTHWEST OF THE
 PR0948'NORTHWEST CORNER OF THE BARN, 54 FEET NORTHEAST OF A FENCE
 PR0948'CORNER, 33 FEET WEST OF A LARGE TREE AND 25 FEET NORTH OF THE
 PR0948'WEST DRIVEWAY TO THE FARM.
 PR0948'
 PR0948'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PR0948
 PR0948                          STATION RECOVERY (1994)
 PR0948
 PR0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0948'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0809 ***********************************************************************
 PU0809  DESIGNATION -  BUSTER
 PU0809  PID         -  PU0809
 PU0809  STATE/COUNTY-  SD/MEADE
 PU0809  COUNTRY     -  US
 PU0809  USGS QUAD   -  STONEVILLE (2017)
 PU0809
 PU0809                         *CURRENT SURVEY CONTROL
 PU0809  ______________________________________________________________________
 PU0809* NAD 83(1996) POSITION- 44 44 14.08987(N) 102 39 13.48958(W)   ADJUSTED
 PU0809* NAVD 88 ORTHO HEIGHT -   922.242 (meters)     3025.72  (feet) ADJUSTED
 PU0809  ______________________________________________________________________
 PU0809  GEOID HEIGHT    -        -18.037 (meters)                     GEOID18
 PU0809  LAPLACE CORR    -         -7.19  (seconds)                    DEFLEC18
 PU0809  DYNAMIC HEIGHT  -        922.022 (meters)     3025.00  (feet) COMP
 PU0809  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 PU0809
 PU0809  HORZ ORDER      -  SECOND
 PU0809  VERT ORDER      -  SECOND    CLASS 0
 PU0809
 PU0809.The horizontal coordinates were established by classical geodetic methods
 PU0809.and adjusted by the National Geodetic Survey in January 1998.
 PU0809
 PU0809.The orthometric height was determined by differential leveling and
 PU0809.adjusted by the NATIONAL GEODETIC SURVEY
 PU0809.in June 1991.
 PU0809
 PU0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0809.GEOID18 height accuracy estimate available here.
 PU0809
 PU0809.Click photographs - Photos may exist for this station.
 PU0809
 PU0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0809
 PU0809.The dynamic height is computed by dividing the NAVD 88
 PU0809.geopotential number by the normal gravity value computed on the
 PU0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0809.degrees latitude (g = 980.6199 gals.).
 PU0809
 PU0809.The modeled gravity was interpolated from observed gravity values.
 PU0809
 PU0809. The following values were computed from the NAD 83(1996) position.
 PU0809
 PU0809;                    North         East     Units Scale Factor Converg.
 PU0809;SPC SD N     -   103,889.356   389,853.627   MT  0.99995404   -1 52 41.4
 PU0809;SPC SD N     -   340,843.66  1,279,044.77   sFT  0.99995404   -1 52 41.4
 PU0809;UTM  13      - 4,956,440.450   685,764.389   MT  1.00002437   +1 39 06.8
 PU0809
 PU0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0809!SPC SD N     -   0.99985825  x   0.99995404  =   0.99981229
 PU0809!UTM  13      -   0.99985825  x   1.00002437  =   0.99988261
 PU0809
 PU0809:                Primary Azimuth Mark                     Grid Az
 PU0809:SPC SD N     -  BUSTER AZ MK                             226 14 52.2
 PU0809:UTM  13      -  BUSTER AZ MK                             222 43 04.0
 PU0809
 PU0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8576456440(NAD 83)
 PU0809
 PU0809|---------------------------------------------------------------------|
 PU0809| PID    Reference Object                     Distance      Geod. Az  |
 PU0809|                                                           dddmmss.s |
 PU0809| PU0810 BUSTER RM 1                          12.381 METERS 05721     |
 PU0809| PU0808 BUSTER RM 2                          11.107 METERS 13558     |
 PU0809| PU0866 BUSTER AZ MK                                       2242210.8 |
 PU0809|---------------------------------------------------------------------|
 PU0809
 PU0809                          SUPERSEDED SURVEY CONTROL
 PU0809
 PU0809  NAD 83(1993)-  44 44 14.08214(N)    102 39 13.48922(W) AD(       ) 2
 PU0809  NAD 83(1986)-  44 44 14.08160(N)    102 39 13.48881(W) AD(       ) 2
 PU0809  NAD 27      -  44 44 14.12080(N)    102 39 11.88570(W) AD(       ) 2
 PU0809  NGVD 29 (??/??/92)  921.777  (m)         3024.20   (f) ADJ UNCH    2 0
 PU0809  NGVD 29             921.78   (m)         3024.2    (f) LEVELING    3  
 PU0809
 PU0809.Superseded values are not recommended for survey control.
 PU0809
 PU0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0809.See file dsdata.pdf to determine how the superseded data were derived.
 PU0809
 PU0809_MARKER: DS = TRIANGULATION STATION DISK
 PU0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0809_STAMPING: BUSTER 1962
 PU0809_MARK LOGO: CGS
 PU0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0809+STABILITY: SURFACE MOTION
 PU0809
 PU0809  HISTORY     - Date     Condition        Report By
 PU0809  HISTORY     - 1962     MONUMENTED       CGS
 PU0809  HISTORY     - 1962     GOOD             CGS
 PU0809
 PU0809                          STATION DESCRIPTION
 PU0809
 PU0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0809'STATION IS LOCATED ABOUT 0.3 MILES NORTH OF THE POST OFFICE
 PU0809'AND STORE IN STONEVILLE, 0.1 MILE WEST OF A GRAVELED NORTH-SOUTH
 PU0809'SECTION LINE ROAD.  IN THE SOUTHEAST 1/4 OF SECTION 16, T 9 N,
 PU0809'R 12 E.  IT IS LOCATED ON THE SUMMIT OF A HIGH ROUND TOPPED HILL
 PU0809'THAT IS THE HIGHEST IN THE VICINITY.
 PU0809'
 PU0809'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN STONEVILLE,
 PU0809'GO NORTH ON A GRAVELED NORTH-SOUTH SECTION LINE ROAD FOR 0.4
 PU0809'MILES TO THE SUMMIT OF A GRADE, TURN LEFT OFF ROAD AND GO
 PU0809'WEST ACROSS THE PASTURE FOR 0.1 MILE TO THE HIGHEST POINT AND
 PU0809'STATION AS DESCRIBED.
 PU0809'
 PU0809'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AND STORE IN
 PU0809'STONEVILLE, GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE
 PU0809'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PU0809'
 PU0809'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU0809'CONCRETE CYLINDERS.
 PU0809'
 PU0809'STATION MARK PROJECTS 2 INCHES AND IT IS STAMPED--BUSTER 1962.
 PU0809'
 PU0809'REFERENCE MARK 1 LOCATED ON THE NORTH SLOPE OF THE RIDGE
 PU0809'AND IT IS ABOUT 18 INCHES LOWER THAN THE STATION.  IT IS
 PU0809'STAMPED--BUSTER NO 1 1962 AND PROJECTS 7 INCHES.
 PU0809'
 PU0809'REFERENCE MARK 2 LOCATED ON THE SOUTH SLOPE OF THE RIDGE
 PU0809'AND IT IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 PU0809'STAMPED--BUSTER NO 2 1962 AND PROJECTS 5 INCHES.
 PU0809'
 PU0809'AZIMUTH MARK IS 51.4 FEET NORTH OF THE CENTERLINE OF A
 PU0809'EAST-WEST GRAVELED ROAD, 37 FEET EAST OF A POWER LINE POLE
 PU0809'NO. 4 A 250 AND 1.6 FEET SOUTH OF A METAL WITNESS POST AND
 PU0809'EAST-WEST FENCE LINE.  IT IS ON THE ROAD RIGHT-OF-WAY.  IT IS
 PU0809'STAMPED--BUSTER 1962 AND PROJECTS 5 INCHES.
 PU0809
 PU0809                          STATION RECOVERY (1962)
 PU0809
 PU0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0809'0.3 MI N FROM STONEVILLE.
 PU0809'0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0809'STONEVILLE, THENCE 0.15 MILE NORTH ACROSS COUNTRY, ON THE TOP
 PU0809'OF THE WEST END OF AN EAST-WEST RIDGE, ABOUT 120 FEET EAST OF
 PU0809'POWER POLE 4 AC5, 40.7 FEET SOUTHWEST OF R.M. 1, 36.7 FEET
 PU0809'NORTHWEST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST
 PU0809'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0866 ***********************************************************************
 PU0866  DESIGNATION -  BUSTER AZ MK
 PU0866  PID         -  PU0866
 PU0866  STATE/COUNTY-  SD/MEADE
 PU0866  COUNTRY     -  US
 PU0866  USGS QUAD   -  STONEVILLE (2017)
 PU0866
 PU0866                         *CURRENT SURVEY CONTROL
 PU0866  ______________________________________________________________________
 PU0866* NAD 83(1986) POSITION- 44 44 01.     (N) 102 39 32.     (W)   SCALED
 PU0866* NAVD 88 ORTHO HEIGHT -   895.348 (meters)     2937.49  (feet) ADJUSTED
 PU0866  ______________________________________________________________________
 PU0866  GEOID HEIGHT    -        -18.025 (meters)                     GEOID18
 PU0866  DYNAMIC HEIGHT  -        895.131 (meters)     2936.78  (feet) COMP
 PU0866  MODELED GRAVITY -    980,344.5   (mgal)                       NAVD 88
 PU0866
 PU0866  VERT ORDER      -  SECOND    CLASS 0
 PU0866
 PU0866.The horizontal coordinates were scaled from a map and have
 PU0866.an estimated accuracy of +/- 6 seconds.
 PU0866
 PU0866.The orthometric height was determined by differential leveling and
 PU0866.adjusted by the NATIONAL GEODETIC SURVEY
 PU0866.in June 1991.
 PU0866
 PU0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0866.GEOID18 height accuracy estimate available here.
 PU0866
 PU0866.Click photographs - Photos may exist for this station.
 PU0866
 PU0866.The dynamic height is computed by dividing the NAVD 88
 PU0866.geopotential number by the normal gravity value computed on the
 PU0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0866.degrees latitude (g = 980.6199 gals.).
 PU0866
 PU0866.The modeled gravity was interpolated from observed gravity values.
 PU0866
 PU0866;                    North         East    Units  Estimated Accuracy
 PU0866;SPC SD N     -   103,500.      389,430.      MT  (+/- 180 meters Scaled)
 PU0866
 PU0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK853560(NAD 83)
 PU0866
 PU0866                          SUPERSEDED SURVEY CONTROL
 PU0866
 PU0866  NGVD 29 (??/??/92)  894.879  (m)         2935.95   (f) ADJ UNCH    2 0
 PU0866
 PU0866.Superseded values are not recommended for survey control.
 PU0866
 PU0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0866.See file dsdata.pdf to determine how the superseded data were derived.
 PU0866
 PU0866_MARKER: DZ = AZIMUTH MARK DISK
 PU0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0866_STAMPING: BUSTER 1962
 PU0866_MARK LOGO: CGS
 PU0866_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0866+STABILITY: SURFACE MOTION
 PU0866
 PU0866  HISTORY     - Date     Condition        Report By
 PU0866  HISTORY     - 1962     MONUMENTED       CGS
 PU0866
 PU0866                          STATION DESCRIPTION
 PU0866
 PU0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0866'0.2 MI W FROM STONEVILLE.
 PU0866'0.2 MILE WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0866'ON TOP OF A SMALL HILL, 0.15 MILE WEST OF THE SCHOOL, 51 FEET
 PU0866'NORTH OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF POWER
 PU0866'POLE 4A-250, 1.5 FEET SOUTH OF A FENCE, 1.4 FEET SOUTH OF A
 PU0866'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP
 PU0866'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0810 ***********************************************************************
 PU0810  DESIGNATION -  BUSTER RM 1
 PU0810  PID         -  PU0810
 PU0810  STATE/COUNTY-  SD/MEADE
 PU0810  COUNTRY     -  US
 PU0810  USGS QUAD   -  STONEVILLE (2017)
 PU0810
 PU0810                         *CURRENT SURVEY CONTROL
 PU0810  ______________________________________________________________________
 PU0810* NAD 83(1986) POSITION- 44 44 14.31   (N) 102 39 13.02   (W)   HD_HELD1
 PU0810* NAVD 88 ORTHO HEIGHT -   921.552 (meters)     3023.46  (feet) ADJUSTED
 PU0810  ______________________________________________________________________
 PU0810  GEOID HEIGHT    -        -18.038 (meters)                     GEOID18
 PU0810  DYNAMIC HEIGHT  -        921.332 (meters)     3022.74  (feet) COMP
 PU0810  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 PU0810
 PU0810  VERT ORDER      -  SECOND    CLASS 0
 PU0810
 PU0810.The horizontal coordinates were determined by differentially corrected
 PU0810.hand held GPS observations or other comparable positioning techniques
 PU0810.and have an estimated accuracy of +/- 3 meters.
 PU0810
 PU0810.The orthometric height was determined by differential leveling and
 PU0810.adjusted by the NATIONAL GEODETIC SURVEY
 PU0810.in June 1991.
 PU0810
 PU0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0810.GEOID18 height accuracy estimate available here.
 PU0810
 PU0810.Click photographs - Photos may exist for this station.
 PU0810
 PU0810.The dynamic height is computed by dividing the NAVD 88
 PU0810.geopotential number by the normal gravity value computed on the
 PU0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0810.degrees latitude (g = 980.6199 gals.).
 PU0810
 PU0810.The modeled gravity was interpolated from observed gravity values.
 PU0810
 PU0810;                    North         East    Units  Estimated Accuracy
 PU0810;SPC SD N     -   103,895.8     389,864.2     MT  (+/- 3 meters HH1 GPS) 
 PU0810
 PU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8577456447(NAD 83)
 PU0810
 PU0810                          SUPERSEDED SURVEY CONTROL
 PU0810
 PU0810  NGVD 29 (??/??/92)  921.087  (m)         3021.93   (f) ADJ UNCH    2 0
 PU0810
 PU0810.Superseded values are not recommended for survey control.
 PU0810
 PU0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0810.See file dsdata.pdf to determine how the superseded data were derived.
 PU0810
 PU0810_MARKER: DR = REFERENCE MARK DISK
 PU0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0810_STAMPING: BUSTER NO 1 1962
 PU0810_MARK LOGO: CGS
 PU0810_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0810+STABILITY: SURFACE MOTION
 PU0810
 PU0810  HISTORY     - Date     Condition        Report By
 PU0810  HISTORY     - 1962     MONUMENTED       CGS
 PU0810
 PU0810                          STATION DESCRIPTION
 PU0810
 PU0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0810'0.3 MI N FROM STONEVILLE.
 PU0810'0.15 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0810'STONEVILLE, THENCE 0.15 MILE NORTH ACROSS COUNTRY, ON THE NORTH
 PU0810'SLOPE OF A RIDGE, 40.7 FEET NORTHEAST OF THE STATION, 49.0 FEET
 PU0810'NORTH OF R.M. 2, ABOUT 2 1/2 FEET LOWER THAN THE STATION, AND
 PU0810'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PU0810'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0808 ***********************************************************************
 PU0808  DESIGNATION -  BUSTER RM 2
 PU0808  PID         -  PU0808
 PU0808  STATE/COUNTY-  SD/MEADE
 PU0808  COUNTRY     -  US
 PU0808  USGS QUAD   -  STONEVILLE (2017)
 PU0808
 PU0808                         *CURRENT SURVEY CONTROL
 PU0808  ______________________________________________________________________
 PU0808* NAD 83(1986) POSITION- 44 44 13.83   (N) 102 39 13.14   (W)   HD_HELD1
 PU0808* NAVD 88 ORTHO HEIGHT -   921.424 (meters)     3023.04  (feet) ADJUSTED
 PU0808  ______________________________________________________________________
 PU0808  GEOID HEIGHT    -        -18.038 (meters)                     GEOID18
 PU0808  DYNAMIC HEIGHT  -        921.204 (meters)     3022.32  (feet) COMP
 PU0808  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 PU0808
 PU0808  VERT ORDER      -  SECOND    CLASS 0
 PU0808
 PU0808.The horizontal coordinates were determined by differentially corrected
 PU0808.hand held GPS observations or other comparable positioning techniques
 PU0808.and have an estimated accuracy of +/- 3 meters.
 PU0808
 PU0808.The orthometric height was determined by differential leveling and
 PU0808.adjusted by the NATIONAL GEODETIC SURVEY
 PU0808.in June 1991.
 PU0808
 PU0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0808.GEOID18 height accuracy estimate available here.
 PU0808
 PU0808.Click photographs - Photos may exist for this station.
 PU0808
 PU0808.The dynamic height is computed by dividing the NAVD 88
 PU0808.geopotential number by the normal gravity value computed on the
 PU0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0808.degrees latitude (g = 980.6199 gals.).
 PU0808
 PU0808.The modeled gravity was interpolated from observed gravity values.
 PU0808
 PU0808;                    North         East    Units  Estimated Accuracy
 PU0808;SPC SD N     -   103,881.1     389,861.1     MT  (+/- 3 meters HH1 GPS) 
 PU0808
 PU0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8577256432(NAD 83)
 PU0808
 PU0808                          SUPERSEDED SURVEY CONTROL
 PU0808
 PU0808  NGVD 29 (??/??/92)  920.959  (m)         3021.51   (f) ADJ UNCH    2 0
 PU0808
 PU0808.Superseded values are not recommended for survey control.
 PU0808
 PU0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0808.See file dsdata.pdf to determine how the superseded data were derived.
 PU0808
 PU0808_MARKER: DR = REFERENCE MARK DISK
 PU0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0808_STAMPING: BUSTER NO 2 1962
 PU0808_MARK LOGO: CGS
 PU0808_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0808+STABILITY: SURFACE MOTION
 PU0808
 PU0808  HISTORY     - Date     Condition        Report By
 PU0808  HISTORY     - 1962     MONUMENTED       CGS
 PU0808
 PU0808                          STATION DESCRIPTION
 PU0808
 PU0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0808'0.3 MI N FROM STONEVILLE.
 PU0808'0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0808'STONEVILLE, THENCE 0.15 MILE NORTH ACROSS COUNTRY, ON THE
 PU0808'SOUTH SLOPE OF A RIDGE, 36.7 FEET SOUTHEAST OF THE STATION, 49.0
 PU0808'FEET SOUTH OF R.M. 2, ABOUT 3 FEET LOWER THAN THE STATION, AND
 PU0808'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PU0808'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0396 ***********************************************************************
 QT0396  DESIGNATION -  BUTCHER
 QT0396  PID         -  QT0396
 QT0396  STATE/COUNTY-  SD/PERKINS
 QT0396  COUNTRY     -  US
 QT0396  USGS QUAD   -  BISON NW (2017)
 QT0396
 QT0396                         *CURRENT SURVEY CONTROL
 QT0396  ______________________________________________________________________
 QT0396* NAD 83(1996) POSITION- 45 42 04.57988(N) 102 23 48.44177(W)   ADJUSTED
 QT0396* NAVD 88 ORTHO HEIGHT -   789.    (meters)     2589.    (feet) SCALED
 QT0396  ______________________________________________________________________
 QT0396  GEOID HEIGHT    -        -18.321 (meters)                     GEOID18
 QT0396  LAPLACE CORR    -         -7.84  (seconds)                    DEFLEC18
 QT0396  HORZ ORDER      -  SECOND
 QT0396
 QT0396.The horizontal coordinates were established by classical geodetic methods
 QT0396.and adjusted by the National Geodetic Survey in January 1998.
 QT0396
 QT0396.The orthometric height was scaled from a topographic map.
 QT0396
 QT0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0396.GEOID18 height accuracy estimate available here.
 QT0396
 QT0396.Click photographs - Photos may exist for this station.
 QT0396
 QT0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0396
 QT0396. The following values were computed from the NAD 83(1996) position.
 QT0396
 QT0396;                    North         East     Units Scale Factor Converg.
 QT0396;SPC SD N     -   210,340.821   413,366.793   MT  1.00000351   -1 41 46.7
 QT0396;SPC SD N     -   690,093.18  1,356,187.55   sFT  1.00000351   -1 41 46.7
 QT0396;UTM  13      - 5,064,153.708   702,653.009   MT  1.00010493   +1 51 49.6
 QT0396
 QT0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0396!SPC SD N     -   0.99987912  x   1.00000351  =   0.99988263
 QT0396!UTM  13      -   0.99987912  x   1.00010493  =   0.99998404
 QT0396
 QT0396:                Primary Azimuth Mark                     Grid Az
 QT0396:SPC SD N     -  BUTCHER AZ MK                            017 27 49.1
 QT0396:UTM  13      -  BUTCHER AZ MK                            013 54 12.8
 QT0396
 QT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0265364153(NAD 83)
 QT0396
 QT0396|---------------------------------------------------------------------|
 QT0396| PID    Reference Object                     Distance      Geod. Az  |
 QT0396|                                                           dddmmss.s |
 QT0396| CS9146 BUTCHER AZ MK                                      0154602.4 |
 QT0396| CS9147 BUTCHER RM 1                         11.027 METERS 15141     |
 QT0396| CS9148 BUTCHER RM 2                          9.451 METERS 23751     |
 QT0396|---------------------------------------------------------------------|
 QT0396
 QT0396                          SUPERSEDED SURVEY CONTROL
 QT0396
 QT0396  NAD 83(1993)-  45 42 04.57051(N)    102 23 48.43985(W) AD(       ) 2
 QT0396  NAD 83(1986)-  45 42 04.57072(N)    102 23 48.43975(W) AD(       ) 2
 QT0396  NAD 27      -  45 42 04.58900(N)    102 23 46.87300(W) AD(       ) 2
 QT0396
 QT0396.Superseded values are not recommended for survey control.
 QT0396
 QT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0396.See file dsdata.pdf to determine how the superseded data were derived.
 QT0396
 QT0396_MARKER: DS = TRIANGULATION STATION DISK
 QT0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0396_STAMPING: BUTCHER 1952
 QT0396_MARK LOGO: CGS
 QT0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0396+STABILITY: SURFACE MOTION
 QT0396
 QT0396  HISTORY     - Date     Condition        Report By
 QT0396  HISTORY     - 1952     MONUMENTED       CGS
 QT0396
 QT0396                          STATION DESCRIPTION
 QT0396
 QT0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0396'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTH-NORTHEAST OF
 QT0396'BISON, IN THE NORTHEAST 1/4 OF SECTION 16, T 20 N, R 14 E,
 QT0396'IN PASTURE LAND AND ON THE HIGHEST POINT OF A NORTHWEST-SOUTHEAST
 QT0396'RIDGE.  IT IS 7 FEET NORTHWEST OF A 4 IN X 4 IN WITNESS POST.
 QT0396'
 QT0396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 8
 QT0396'AND THE ROAD TO BISON (ABOUT 1/4 MILE NORTH OF BISON) GO EAST
 QT0396'ON NO. 8 FOR 0.4 MILE.  THEN LEFT, NORTH, ON A GRADED DIRT
 QT0396'ROAD FOR 5.65 MILES TO A CONCRETE BRIDGE.  CONTINUE NORTHERLY,
 QT0396'EAST, AND NORTH ON THE MAIN TRAVELED ROAD FOR 9.35 MILES TO A
 QT0396'CROSSROAD.  CONTINUE NORTH FOR 1.0 MILE TO A TRACK ROAD.
 QT0396'THEN LEFT, WEST, ON THE TRACK ROAD FOR 0.55 MILE TO THE
 QT0396'ENTRANCE TO A FARMHOUSE ON THE LEFT.  CONTINUE WEST FOR 0.45
 QT0396'MILE TO TWO WIRE GATES.  PASS THROUGH THE SOUTH GATE
 QT0396'(AZIMUTH MARK ON THE RIGHT) THEN BEAR SOUTHWESTERLY ACROSS
 QT0396'PASTURE LAND FOR 0.25 MILE TO THE CREST OF THE RIDGE AND THE
 QT0396'STATION.
 QT0396'
 QT0396'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0396'BUTCHER 1952.
 QT0396'
 QT0396'REFERENCE MARK NO. 1 IS 29 FEET SOUTHEAST OF THE WITNESS POST.
 QT0396'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED BUTCHER NO 1 1952.
 QT0396'
 QT0396'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE RIDGE,
 QT0396'AND 34 FEET WEST-SOUTHWEST OF THE WITNESS POST.  IT PROJECTS
 QT0396'6 INCHES, AND THE DISK IS STAMPED BUTCHER NO 2 1952.
 QT0396'
 QT0396'THE AZIMUTH MARK IS 52 FEET WEST OF THE NORTH GATE POST OF
 QT0396'THE SOUTH ONE OF TWO WIRE GATES, 4 FEET WEST OF A 4 IN X 4 IN
 QT0396'WITNESS POST, AND 1-1/2 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS
 QT0396'8 INCHES, AND THE DISK IS STAMPED BUTCHER 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0445 ***********************************************************************
 QQ0445  DESIGNATION -  BUTLER
 QQ0445  PID         -  QQ0445
 QQ0445  STATE/COUNTY-  SD/DAY
 QQ0445  COUNTRY     -  US
 QQ0445  USGS QUAD   -  LONE TREE LAKE (2017)
 QQ0445
 QQ0445                         *CURRENT SURVEY CONTROL
 QQ0445  ______________________________________________________________________
 QQ0445* NAD 83(1996) POSITION- 45 14 23.40893(N) 097 46 59.27068(W)   ADJUSTED
 QQ0445* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 QQ0445  ______________________________________________________________________
 QQ0445  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 QQ0445  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 QQ0445  HORZ ORDER      -  SECOND
 QQ0445
 QQ0445.The horizontal coordinates were established by classical geodetic methods
 QQ0445.and adjusted by the National Geodetic Survey in January 1998.
 QQ0445
 QQ0445.The orthometric height was scaled from a topographic map.
 QQ0445
 QQ0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0445.GEOID18 height accuracy estimate available here.
 QQ0445
 QQ0445.Click photographs - Photos may exist for this station.
 QQ0445
 QQ0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0445
 QQ0445. The following values were computed from the NAD 83(1996) position.
 QQ0445
 QQ0445;                    North         East     Units Scale Factor Converg.
 QQ0445;SPC SD N     -   158,677.953   774,030.963   MT  0.99994452   +1 34 08.3
 QQ0445;SPC SD N     -   520,595.92  2,539,466.58   sFT  0.99994452   +1 34 08.3
 QQ0445;UTM  14      - 5,010,313.882   595,506.903   MT  0.99971215   +0 51 50.8
 QQ0445
 QQ0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0445!SPC SD N     -   0.99991870  x   0.99994452  =   0.99986323
 QQ0445!UTM  14      -   0.99991870  x   0.99971215  =   0.99963088
 QQ0445
 QQ0445:                Primary Azimuth Mark                     Grid Az
 QQ0445:SPC SD N     -  BUTLER AZ MK                             090 07 02.8
 QQ0445:UTM  14      -  BUTLER AZ MK                             090 49 20.3
 QQ0445
 QQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9550610313(NAD 83)
 QQ0445
 QQ0445|---------------------------------------------------------------------|
 QQ0445| PID    Reference Object                     Distance      Geod. Az  |
 QQ0445|                                                           dddmmss.s |
 QQ0445| CO5306 BUTLER RM 1                          13.848 METERS 08828     |
 QQ0445| CO5305 BUTLER AZ MK                                       0914111.1 |
 QQ0445| CO5307 BUTLER RM 2                          13.638 METERS 26619     |
 QQ0445|---------------------------------------------------------------------|
 QQ0445
 QQ0445                          SUPERSEDED SURVEY CONTROL
 QQ0445
 QQ0445  NAD 83(1986)-  45 14 23.40897(N)    097 46 59.25498(W) AD(       ) 2
 QQ0445  NAD 27      -  45 14 23.56873(N)    097 46 57.92372(W) AD(       ) 2
 QQ0445
 QQ0445.Superseded values are not recommended for survey control.
 QQ0445
 QQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0445.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0445
 QQ0445_MARKER: DS = TRIANGULATION STATION DISK
 QQ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0445_STAMPING: BUTLER 1952
 QQ0445_MARK LOGO: CGS
 QQ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0445+STABILITY: SURFACE MOTION
 QQ0445
 QQ0445  HISTORY     - Date     Condition        Report By
 QQ0445  HISTORY     - 1952     MONUMENTED       CGS
 QQ0445  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0445
 QQ0445                          STATION DESCRIPTION
 QQ0445
 QQ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0445'THE STATION IS IN SECTION 34, T 121 N, R 58 W, ABOUT 5 MILES WEST
 QQ0445'AND 4 MILES NORTH OF LILY, 3 MILES WEST AND 1-1/2 MILES SOUTH OF
 QQ0445'BUTLER, 34 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 5 FEET
 QQ0445'WEST-NORTHWEST OF A POWERLINE POLE, AND 4 FEET WEST-NORTHWEST OF
 QQ0445'A WHITE 4 IN X 4 IN WITNESS POST.
 QQ0445'
 QQ0445'TO REACH THE STATION FROM THE POST OFFICE IN BRISTOL, GO SOUTH
 QQ0445'ON THE MAIN ROAD FOR 0.3 MILE TO A T-INTERSECTION, TURN RIGHT AND
 QQ0445'GO WEST FOR 0.3 MILE TO A CROSSROADS, TURN LEFT (SOUTH) AND
 QQ0445'FOLLOW THE MAIN GRAVELED ROAD FOR 3.05 MILES TO ANOTHER CROSSROAD,
 QQ0445'TURN RIGHT (WEST) FOR 1 MILE TO A CROSS ROAD, TURN LEFT (SOUTH)
 QQ0445'AND GO FOR 4.1 MILES TO A T-INTERSECTION, TURN RIGHT (WEST)
 QQ0445'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 QQ0445'BELOW, CONTINUE FOR 0.15 MILE TO WHERE THE MAIN HIGHWAY TURNS TO
 QQ0445'THE SOUTH AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD, GO WEST ON
 QQ0445'THE GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE
 QQ0445'RIGHT.
 QQ0445'
 QQ0445'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QQ0445'BUTLER 1952.
 QQ0445'
 QQ0445'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTER OF THE ROAD.  THE
 QQ0445'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BUTLER NO 1 1952.
 QQ0445'
 QQ0445'REFERENCE MARK 2 IS 34 FEET NORTH OF THE CENTER OF THE ROAD.  THE
 QQ0445'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BUTLER NO 2 1952.
 QQ0445'
 QQ0445'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF THE GRAVELED
 QQ0445'ROAD, 5 FEET NORTH OF A POWERLINE POLE, 3 FEET WEST OF A WHITE
 QQ0445'4 IN X 4 IN WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.  THE
 QQ0445'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BUTLER 1952.
 QQ0445'
 QQ0445'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0445
 QQ0445                          STATION RECOVERY (1973)
 QQ0445
 QQ0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LLA)
 QQ0445'STA. MK AND REFERENCE MKS-SEARCHED FOR-NOT FOUND.  AZIMUTH MK
 QQ0445'FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1131 ***********************************************************************
 PT1131  DESIGNATION -  BUTLER
 PT1131  PID         -  PT1131
 PT1131  STATE/COUNTY-  SD/HAAKON
 PT1131  COUNTRY     -  US
 PT1131  USGS QUAD   -  OTTUMWA (2017)
 PT1131
 PT1131                         *CURRENT SURVEY CONTROL
 PT1131  ______________________________________________________________________
 PT1131* NAD 83(1996) POSITION- 44 08 10.62180(N) 101 22 16.38640(W)   ADJUSTED
 PT1131* NAVD 88 ORTHO HEIGHT -   731.2   (meters)     2399.    (feet) VERTCON3
 PT1131  ______________________________________________________________________
 PT1131  GEOID HEIGHT    -        -22.095 (meters)                     GEOID18
 PT1131  LAPLACE CORR    -         -8.61  (seconds)                    DEFLEC18
 PT1131  HORZ ORDER      -  FIRST
 PT1131
 PT1131.The horizontal coordinates were established by classical geodetic methods
 PT1131.and adjusted by the National Geodetic Survey in January 1998.
 PT1131
 PT1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1131
 PT1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1131.GEOID18 height accuracy estimate available here.
 PT1131
 PT1131.Click photographs - Photos may exist for this station.
 PT1131
 PT1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1131
 PT1131. The following values were computed from the NAD 83(1996) position.
 PT1131
 PT1131;                    North         East     Units Scale Factor Converg.
 PT1131;SPC SD S     -   200,815.859   516,952.477   MT  0.99994769   -0 42 57.6
 PT1131;SPC SD S     -   658,843.36  1,696,034.92   sFT  0.99994769   -0 42 57.6
 PT1131;UTM  14      - 4,889,743.759   310,323.659   MT  1.00004249   -1 39 06.2
 PT1131
 PT1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1131!SPC SD S     -   0.99988883  x   0.99994769  =   0.99983652
 PT1131!UTM  14      -   0.99988883  x   1.00004249  =   0.99993131
 PT1131
 PT1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1032389743(NAD 83)
 PT1131
 PT1131|---------------------------------------------------------------------|
 PT1131| PID    Reference Object                     Distance      Geod. Az  |
 PT1131|                                                           dddmmss.s |
 PT1131| CP8915 BUTLER RM 1 AZIMUTH                 372.707 METERS 01238     |
 PT1131| CP8917 BUTLER RM 3                           8.992 METERS 02032     |
 PT1131| CP8916 BUTLER RM 2                           8.465 METERS 10812     |
 PT1131|---------------------------------------------------------------------|
 PT1131
 PT1131                          SUPERSEDED SURVEY CONTROL
 PT1131
 PT1131  NAD 83(1986)-  44 08 10.61497(N)    101 22 16.38958(W) AD(       ) 1
 PT1131  NAD 27      -  44 08 10.66900(N)    101 22 14.88300(W) AD(       ) 1
 PT1131  NGVD 29 (07/19/86)  730.7    (m)         2397.     (f) VERT ANG       
 PT1131
 PT1131.Superseded values are not recommended for survey control.
 PT1131
 PT1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1131.See file dsdata.pdf to determine how the superseded data were derived.
 PT1131
 PT1131_MARKER: DS = TRIANGULATION STATION DISK
 PT1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1131
 PT1131  HISTORY     - Date     Condition        Report By
 PT1131  HISTORY     - 1924     MONUMENTED       CGS
 PT1131  HISTORY     - 1935     GOOD             CGS
 PT1131  HISTORY     - 1950     GOOD             CGS
 PT1131  HISTORY     - 1952     GOOD             CGS
 PT1131
 PT1131                          STATION DESCRIPTION
 PT1131
 PT1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PT1131'STATION BUTLER IS ABOUT 9 MILES BY ROAD W OF N FROM NOWLIN,
 PT1131'15 MILES BY ROAD NW OF MIDLAND.  1-1/4 MILES W AND 3/4 MILE
 PT1131'N OF THE BUTLER SCHOOLHOUSE, ON THE HIGHEST KNOLL IN THIS
 PT1131'VICINITY, IN THE NE 1/4 OF SEC. 17, T 2 N, R 23 E, ABOUT
 PT1131'10 FEET E OF AN OLD GRAVEL PIT.
 PT1131'
 PT1131'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PT1131'DISKS SET IN CONCRETE.
 PT1131'
 PT1131'TO REACH THE STATION FROM MIDLAND OR NOWLIN FOLLOW THE
 PT1131'MIDLAND-NOWLIN ROAD TO THE BUTLER SCHOOLHOUSE.  12 MILES FROM
 PT1131'MIDLAND AND 7 MILES FROM NOWLIN.  FROM THE SCHOOLHOUSE GO
 PT1131'THROUGH THE GATE AND FOLLOW SECTION LINE W A SHORT DISTANCE
 PT1131'TO TRAIL LEADING NW ACROSS PRAIRIE.  THIS TRAIL PASSES ABOUT
 PT1131'100 METERS (328 FEET) S OF THE STATION.
 PT1131'
 PT1131'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.37 METERS.
 PT1131
 PT1131                          STATION RECOVERY (1935)
 PT1131
 PT1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PT1131'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 PT1131'DESCRIPTION IS STILL GOOD.  REFERENCE MARK IS ON LOW SPUR
 PT1131'BETWEEN TWO SHALLOW DRAWS, IN RANGE WITH AN E-W SECTION-LINE
 PT1131'ROAD ABOUT 1 MILE E.
 PT1131'
 PT1131'TO REACH STATION FROM NOWLIN, GO N ABOUT 1.8 MILES ACROSS
 PT1131'BAD RIVER TO JUNCTION OF U.S. HIGHWAY 14 AND GRAVEL ROAD FROM
 PT1131'NOWLIN, W ABOUT 0.8 MILE ON U.S. HIGHWAY 14, THENCE N ABOUT
 PT1131'1.9 MILES ON DIRT ROAD AND CONTINUE NW ABOUT 2.6 MILES TO BUTLER
 PT1131'SCHOOLHOUSE, FOLLOW TRAIL W ALONG SECTION LINE ABOUT 0.3 MILE,
 PT1131'THEN FOLLOW WINDING TRAIL NW ABOUT 1.3 MILES.
 PT1131
 PT1131                          STATION RECOVERY (1950)
 PT1131
 PT1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1131'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 PT1131'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  DESCRIPTION FOLLOWS--
 PT1131'
 PT1131'THE STATION IS LOCATED ABOUT 15-1/2 MILES EAST-NORTHEAST
 PT1131'OF PHILIP, ON THE HIGHEST POINT OF A PROMINENT RIDGE, 0.1
 PT1131'MILE NORTH OF A TRACK ROAD THAT IS ALONG THE SOUTH BASE
 PT1131'OF THE RIDGE, 33 FEET NORTH OF THE CENTER OF A TRACK ROAD
 PT1131'THAT IS ON THE CREST OF THE RIDGE, AND 11 FEET NORTH OF A
 PT1131'WITNESS POST.
 PT1131'
 PT1131'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 PT1131'14 AND STATE HIGHWAY NO. 73 IN PHILIP, GO EAST ON NO. 14
 PT1131'FOR 18.0 MILES TO A SIDE ROAD ON THE LEFT.  THEN LEFT, NORTH,
 PT1131'ON A GRAVELED ROAD FOR 4.45 MILES TO A SCHOOL ON THE LEFT.
 PT1131'THEN LEFT, WEST, ON A DIRT TRACK ROAD FOR 1.35 MILES TO A
 PT1131'WIRE GATE.  THEN THROUGH GATE, NORTHWESTERLY, FOR 0.4 MILE
 PT1131'TO THE STATION AS DESCRIBED.  TO REACH REFERENCE MARK NO.
 PT1131'1 FROM THE STATION, GO NORTH ACROSS THE PASTURE FOR 0.25
 PT1131'MILE TO THE MARK AS DESCRIBED.
 PT1131'
 PT1131'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 PT1131'STAMPED BUTLER 1924.
 PT1131'
 PT1131'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTER OF THE
 PT1131'TRACK ROAD.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1131'BUTLER 1924 NO. 2.
 PT1131'
 PT1131'REFERENCE MARK NO. 3 IS ON THE NORTH SLOPE OF THE RIDGE.
 PT1131'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED BUTLER 1924
 PT1131'NO. 3.
 PT1131'
 PT1131'REFERENCE MARK NO. 1 IS ABOUT 50 YARDS NORTHWEST OF THE CREST
 PT1131'OF A LOW RIDGE, 0.15 MILE WEST OF THE INTERSECTION OF THREE
 PT1131'WIRE FENCES, AND 0.05 MILE WEST-NORTHWEST OF A TRACK ROAD.
 PT1131'IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED BUTLER NO 1
 PT1131'1924.
 PT1131'
 PT1131'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1131'SQUARE CONCRETE POSTS.
 PT1131
 PT1131                          STATION RECOVERY (1952)
 PT1131
 PT1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1131'THE STATION WAS RECOVERED AS DESCRIBED BY V.R. SOBIERALSKI
 PT1131'IN 1950.  ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1950
 PT1131'DESCRIBED IS ADEQUATE AND CORRECT.
 PT1131'
 PT1131'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1154 ***********************************************************************
 PT1154  DESIGNATION -  BUZZ
 PT1154  PID         -  PT1154
 PT1154  STATE/COUNTY-  SD/HAAKON
 PT1154  COUNTRY     -  US
 PT1154  USGS QUAD   -  LUCERNE (2017)
 PT1154
 PT1154                         *CURRENT SURVEY CONTROL
 PT1154  ______________________________________________________________________
 PT1154* NAD 83(1996) POSITION- 44 11 49.10218(N) 101 36 02.98043(W)   ADJUSTED
 PT1154* NAVD 88 ORTHO HEIGHT -   765.    (meters)     2510.    (feet) SCALED
 PT1154  ______________________________________________________________________
 PT1154  GEOID HEIGHT    -        -21.264 (meters)                     GEOID18
 PT1154  LAPLACE CORR    -         -8.90  (seconds)                    DEFLEC18
 PT1154  HORZ ORDER      -  SECOND
 PT1154
 PT1154.The horizontal coordinates were established by classical geodetic methods
 PT1154.and adjusted by the National Geodetic Survey in January 1998.
 PT1154
 PT1154.The orthometric height was scaled from a topographic map.
 PT1154
 PT1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1154.GEOID18 height accuracy estimate available here.
 PT1154
 PT1154.Click photographs - Photos may exist for this station.
 PT1154
 PT1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1154
 PT1154. The following values were computed from the NAD 83(1996) position.
 PT1154
 PT1154;                    North         East     Units Scale Factor Converg.
 PT1154;SPC SD S     -   207,813.225   498,684.223   MT  0.99995784   -0 52 27.8
 PT1154;SPC SD S     -   681,800.56  1,636,099.82   sFT  0.99995784   -0 52 27.8
 PT1154;UTM  14      - 4,897,040.071   292,169.920   MT  1.00013125   -1 48 49.5
 PT1154
 PT1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1154!SPC SD S     -   0.99988332  x   0.99995784  =   0.99984117
 PT1154!UTM  14      -   0.99988332  x   1.00013125  =   1.00001456
 PT1154
 PT1154:                Primary Azimuth Mark                     Grid Az
 PT1154:SPC SD S     -  BUZZ AZ MK                               273 01 21.9
 PT1154:UTM  14      -  BUZZ AZ MK                               273 57 43.6
 PT1154
 PT1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9216997040(NAD 83)
 PT1154
 PT1154|---------------------------------------------------------------------|
 PT1154| PID    Reference Object                     Distance      Geod. Az  |
 PT1154|                                                           dddmmss.s |
 PT1154| CP8923 BUZZ RM 2                            11.148 METERS 09408     |
 PT1154| PT0523 BUZZ 2                               10.240 METERS 17002     |
 PT1154| PT0522 BUZZ AZ MK                                         2720854.1 |
 PT1154| CP8924 BUZZ RM 5                            24.977 METERS 35535     |
 PT1154| CP8922 BUZZ RM 1                            23.109 METERS 35720     |
 PT1154|---------------------------------------------------------------------|
 PT1154
 PT1154                          SUPERSEDED SURVEY CONTROL
 PT1154
 PT1154  NAD 83(1986)-  44 11 49.09477(N)    101 36 02.98183(W) AD(       ) 2
 PT1154  NAD 27      -  44 11 49.14610(N)    101 36 01.47690(W) AD(       ) 2
 PT1154
 PT1154.Superseded values are not recommended for survey control.
 PT1154
 PT1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1154.See file dsdata.pdf to determine how the superseded data were derived.
 PT1154
 PT1154_MARKER: DS = TRIANGULATION STATION DISK
 PT1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1154_STAMPING: BUZZ 1961
 PT1154_MARK LOGO: CGS
 PT1154_PROJECTION: FLUSH
 PT1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1154+STABILITY: SURFACE MOTION
 PT1154
 PT1154  HISTORY     - Date     Condition        Report By
 PT1154  HISTORY     - 1961     MONUMENTED       CGS
 PT1154  HISTORY     - 1970     GOOD             NGS
 PT1154
 PT1154                          STATION DESCRIPTION
 PT1154
 PT1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1154'LOCATED ABOUT 12 MILES NORTH-NORTHEAST OF PHILIP, 3-1/4 MILES
 PT1154'EAST OF STATE HIGHWAY 73 AND ON THE RIGHT-OF-WAY OF A EAST-WEST
 PT1154'DIRT ROAD.  IT IS IN THE NW 1/4 SEC. 28, R 21 E, T 3 N.
 PT1154'
 PT1154'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT1154'73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON STATE HIGHWAY 73
 PT1154'FOR 10.7 MILES TO A CROSSROAD AND STORE IN THE NORTHWEST ANGLE,
 PT1154'TURN RIGHT AND GO EAST FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT
 PT1154'AND THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 PT1154'ON DIRT ROAD FOR 0.3 MILE TO THE STATION MARK ON THE RIGHT.
 PT1154'
 PT1154'STATION MARK, A STANDARD DISK STAMPED BUZZ 1961, IS SET IN THE TOP
 PT1154'OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 PT1154'AND IS FLUSH WITH THE GROUND.  IT IS 40 FEET SOUTH OF THE CENTER
 PT1154'OF THE EAST-WEST DIRT ROAD, 9 FEET NORTHWEST OF A POWERLINE POLE,
 PT1154'4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 3.3
 PT1154'FEET NORTH OF A EAST-WEST RIGHT-OF-WAY FENCE.
 PT1154'
 PT1154'REFERENCE MARK 1, A STANDARD DISK STAMPED BUZZ NO 1 1961, IS SET
 PT1154'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 PT1154'FLUSH WITH THE GROUND.  IT IS 35 FEET NORTH OF THE CENTER OF THE
 PT1154'EAST-WEST RIGHT-OF-WAY FENCE.
 PT1154'
 PT1154'REFERENCE MARK 2, A STANDARD DISK STAMPED BUZZ NO 2 1961,
 PT1154'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PT1154'PROJECTS 4 INCHES.  IT IS 43 FEET SOUTH OF THE CENTER OF THE
 PT1154'EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF THE EAST-WEST RIGHT-OF-WAY
 PT1154'FENCE.
 PT1154'
 PT1154'AZIMUTH MARK, A STANDARD DISK STAMPED BUZZ 1961, IS SET IN THE TOP
 PT1154'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 PT1154'INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF THE EAST-WEST
 PT1154'DIRT ROAD, 18 FEET EAST OF THE CENTER OF A WIRE GATE, 2.5 FEET
 PT1154'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 1.3 FEET SOUTH
 PT1154'OF A EAST-WEST RIGHT-OF-WAY FENCE.
 PT1154'
 PT1154'PICTURE POINT, OBJECT OBSERVED WAS THE SOUTHWEST END OF A
 PT1154'SNOW FENCE.
 PT1154
 PT1154                          STATION RECOVERY (1970)
 PT1154
 PT1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT1154'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 PT1154'WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  REFERENCE
 PT1154'MARK NO. 1 WAS FOUND DESTROYED, THE MONUMENT WAS LYING IN THE
 PT1154'FENCE LINE WITH THE DISK INTACT.  REFERENCE MARK NO. 5 WAS SET.
 PT1154'
 PT1154'A NEW DESCRIPTION FOLLOWS--
 PT1154'
 PT1154'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHEAST OF PHILIP,
 PT1154'3-1/4 MILES EAST OF STATE HIGHWAY 73, AT THE TOP OF THE BACKSLOPE
 PT1154'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRADED ROAD, IN THE
 PT1154'NW 1/4 OF SEC. 28, R 21 E, T 3 N.
 PT1154'
 PT1154'THE STATION MARK IS A STANDARD DISK STAMPED BUZZ 1961, SET IN A
 PT1154'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 40
 PT1154'FEET SOUTH OF THE CENTER OF THE ROAD, 9 FEET NORTHWEST OF A POWER
 PT1154'POLE, 4 FEET NORTHEAST OF A METAL WITNESS POST, AND 3.3 FEET
 PT1154'NORTH OF AN EAST-WEST FENCE LINE.
 PT1154'
 PT1154'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BUZZ NO 2
 PT1154'1961, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PT1154'IT IS 43 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT
 PT1154'NORTH OF THE EAST-WEST FENCE.
 PT1154'
 PT1154'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED BUZZ 1961 NO
 PT1154'5 1970, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 PT1154'IT IS 42 FEET NORTH OF THE CENTER OF THE ROAD, 8 FEET WEST OF
 PT1154'A TELEPHONE POLE, AND 4 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 PT1154'
 PT1154'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUZZ 1961, SET IN
 PT1154'A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS AT A
 PT1154'T ROAD INTERSECTION, 35 FEET NORTH OF THE CENTER OF THE ROAD, 18
 PT1154'FEET EAST OF THE CENTER OF A WIRE GATE, 2.5 FEET NORTHEAST OF
 PT1154'A METAL WITNESS POST, AND 1.3 FEET SOUTH OF THE NORTH R.O.W.
 PT1154'FENCE LINE.
 PT1154'
 PT1154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1154'AND STATE HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON
 PT1154'HIGHWAY 73 FOR 10.7 MILES, (11 MILE CORNER), TURN RIGHT AND GO
 PT1154'EAST ON A GRADED ROAD FOR 3 MILES TO A SIDE ROAD RIGHT AND THE
 PT1154'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST ON GRADED
 PT1154'ROAD FOR .3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT1154'
 PT1154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12
 PT1154'MILES NNE OF PHILIP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0526 ***********************************************************************
 PT0526  DESIGNATION -  BUZZ 2 AZ MK
 PT0526  PID         -  PT0526
 PT0526  STATE/COUNTY-  SD/HAAKON
 PT0526  COUNTRY     -  US
 PT0526  USGS QUAD   -  LUCERNE (2017)
 PT0526
 PT0526                         *CURRENT SURVEY CONTROL
 PT0526  ______________________________________________________________________
 PT0526* NAD 83(1986) POSITION- 44 11 40.     (N) 101 36 27.     (W)   SCALED
 PT0526* NAVD 88 ORTHO HEIGHT -   744.558 (meters)     2442.77  (feet) ADJUSTED
 PT0526  ______________________________________________________________________
 PT0526  GEOID HEIGHT    -        -21.242 (meters)                     GEOID18
 PT0526  DYNAMIC HEIGHT  -        744.349 (meters)     2442.09  (feet) COMP
 PT0526  MODELED GRAVITY -    980,312.5   (mgal)                       NAVD 88
 PT0526
 PT0526  VERT ORDER      -  FIRST     CLASS II
 PT0526
 PT0526.The horizontal coordinates were scaled from a map and have
 PT0526.an estimated accuracy of +/- 6 seconds.
 PT0526
 PT0526.The orthometric height was determined by differential leveling and
 PT0526.adjusted by the NATIONAL GEODETIC SURVEY
 PT0526.in June 1991.
 PT0526
 PT0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0526.GEOID18 height accuracy estimate available here.
 PT0526
 PT0526.Click photographs - Photos may exist for this station.
 PT0526
 PT0526.The dynamic height is computed by dividing the NAVD 88
 PT0526.geopotential number by the normal gravity value computed on the
 PT0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0526.degrees latitude (g = 980.6199 gals.).
 PT0526
 PT0526.The modeled gravity was interpolated from observed gravity values.
 PT0526
 PT0526;                    North         East    Units  Estimated Accuracy
 PT0526;SPC SD S     -   207,540.      498,150.      MT  (+/- 180 meters Scaled)
 PT0526
 PT0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP916967(NAD 83)
 PT0526
 PT0526                          SUPERSEDED SURVEY CONTROL
 PT0526
 PT0526  NGVD 29 (??/??/92)  744.099  (m)         2441.26   (f) ADJ UNCH    1 2
 PT0526
 PT0526.Superseded values are not recommended for survey control.
 PT0526
 PT0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0526.See file dsdata.pdf to determine how the superseded data were derived.
 PT0526
 PT0526_MARKER: DZ = AZIMUTH MARK DISK
 PT0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0526_STAMPING: BUZZ 2 1961
 PT0526_MARK LOGO: CGS
 PT0526_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0526+STABILITY: SURFACE MOTION
 PT0526
 PT0526  HISTORY     - Date     Condition        Report By
 PT0526  HISTORY     - 1961     MONUMENTED       CGS
 PT0526  HISTORY     - 1962     GOOD             CGS
 PT0526
 PT0526                          STATION DESCRIPTION
 PT0526
 PT0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0526'14.2 MI NE FROM PHILIP.
 PT0526'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0526'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.2 MILES
 PT0526'EAST ALONG A GRAVEL ROAD, 43 FEET EAST OF THE CENTERLINE OF THE
 PT0526'ROAD, 8 1/2 FEET EAST OF A FENCE, 3 1/2 FEET NORTH OF A POWER
 PT0526'POLE WHICH HAS A METAL WITNESS SHIELD ON THE WEST SIDE, ABOUT
 PT0526'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0526'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0525 ***********************************************************************
 PT0525  DESIGNATION -  BUZZ 2 RM 3
 PT0525  PID         -  PT0525
 PT0525  STATE/COUNTY-  SD/HAAKON
 PT0525  COUNTRY     -  US
 PT0525  USGS QUAD   -  LUCERNE (2017)
 PT0525
 PT0525                         *CURRENT SURVEY CONTROL
 PT0525  ______________________________________________________________________
 PT0525* NAD 83(1986) POSITION- 44 11 49.     (N) 101 36 03.     (W)   SCALED
 PT0525* NAVD 88 ORTHO HEIGHT -   765.228 (meters)     2510.59  (feet) ADJUSTED
 PT0525  ______________________________________________________________________
 PT0525  GEOID HEIGHT    -        -21.264 (meters)                     GEOID18
 PT0525  DYNAMIC HEIGHT  -        765.013 (meters)     2509.88  (feet) COMP
 PT0525  MODELED GRAVITY -    980,312.6   (mgal)                       NAVD 88
 PT0525
 PT0525  VERT ORDER      -  FIRST     CLASS II
 PT0525
 PT0525.The horizontal coordinates were scaled from a map and have
 PT0525.an estimated accuracy of +/- 6 seconds.
 PT0525
 PT0525.The orthometric height was determined by differential leveling and
 PT0525.adjusted by the NATIONAL GEODETIC SURVEY
 PT0525.in June 1991.
 PT0525
 PT0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0525.GEOID18 height accuracy estimate available here.
 PT0525
 PT0525.Click photographs - Photos may exist for this station.
 PT0525
 PT0525.The dynamic height is computed by dividing the NAVD 88
 PT0525.geopotential number by the normal gravity value computed on the
 PT0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0525.degrees latitude (g = 980.6199 gals.).
 PT0525
 PT0525.The modeled gravity was interpolated from observed gravity values.
 PT0525
 PT0525;                    North         East    Units  Estimated Accuracy
 PT0525;SPC SD S     -   207,810.      498,680.      MT  (+/- 180 meters Scaled)
 PT0525
 PT0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP921970(NAD 83)
 PT0525
 PT0525                          SUPERSEDED SURVEY CONTROL
 PT0525
 PT0525  NGVD 29 (??/??/92)  764.770  (m)         2509.08   (f) ADJ UNCH    1 2
 PT0525
 PT0525.Superseded values are not recommended for survey control.
 PT0525
 PT0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0525.See file dsdata.pdf to determine how the superseded data were derived.
 PT0525
 PT0525_MARKER: DR = REFERENCE MARK DISK
 PT0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0525_STAMPING: BUZZ 2 NO 3 1961
 PT0525_MARK LOGO: CGS
 PT0525_PROJECTION: FLUSH
 PT0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0525+STABILITY: SURFACE MOTION
 PT0525
 PT0525  HISTORY     - Date     Condition        Report By
 PT0525  HISTORY     - 1961     MONUMENTED       CGS
 PT0525  HISTORY     - 1962     GOOD             CGS
 PT0525  HISTORY     - 1970     GOOD             NGS
 PT0525
 PT0525                          STATION DESCRIPTION
 PT0525
 PT0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0525'14.3 MI NE FROM PHILIP.
 PT0525'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0525'NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.3 MILES EAST
 PT0525'ALONG A GRAVEL ROAD, ON THE CREST OF A HILL, 82 FEET SOUTH OF THE
 PT0525'CENTERLINE OF THE ROAD, 56 FEET SOUTHEAST OF A POWER POLE, 44.4
 PT0525'FEET EAST-SOUTHEAST OF BUZZ 2 1961, ABOUT 4 FEET ABOVE THE LEVEL
 PT0525'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0525'WITH THE GROUND.
 PT0525
 PT0525                          STATION RECOVERY (1970)
 PT0525
 PT0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0524 ***********************************************************************
 PT0524  DESIGNATION -  BUZZ 2 RM 4
 PT0524  PID         -  PT0524
 PT0524  STATE/COUNTY-  SD/HAAKON
 PT0524  COUNTRY     -  US
 PT0524  USGS QUAD   -  LUCERNE (2017)
 PT0524
 PT0524                         *CURRENT SURVEY CONTROL
 PT0524  ______________________________________________________________________
 PT0524* NAD 83(1986) POSITION- 44 11 49.     (N) 101 36 04.     (W)   SCALED
 PT0524* NAVD 88 ORTHO HEIGHT -   765.270 (meters)     2510.72  (feet) ADJUSTED
 PT0524  ______________________________________________________________________
 PT0524  GEOID HEIGHT    -        -21.263 (meters)                     GEOID18
 PT0524  DYNAMIC HEIGHT  -        765.056 (meters)     2510.02  (feet) COMP
 PT0524  MODELED GRAVITY -    980,312.6   (mgal)                       NAVD 88
 PT0524
 PT0524  VERT ORDER      -  FIRST     CLASS II
 PT0524
 PT0524.The horizontal coordinates were scaled from a map and have
 PT0524.an estimated accuracy of +/- 6 seconds.
 PT0524
 PT0524.The orthometric height was determined by differential leveling and
 PT0524.adjusted by the NATIONAL GEODETIC SURVEY
 PT0524.in June 1991.
 PT0524
 PT0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0524.GEOID18 height accuracy estimate available here.
 PT0524
 PT0524.Click photographs - Photos may exist for this station.
 PT0524
 PT0524.The dynamic height is computed by dividing the NAVD 88
 PT0524.geopotential number by the normal gravity value computed on the
 PT0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0524.degrees latitude (g = 980.6199 gals.).
 PT0524
 PT0524.The modeled gravity was interpolated from observed gravity values.
 PT0524
 PT0524;                    North         East    Units  Estimated Accuracy
 PT0524;SPC SD S     -   207,810.      498,660.      MT  (+/- 180 meters Scaled)
 PT0524
 PT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP921970(NAD 83)
 PT0524
 PT0524                          SUPERSEDED SURVEY CONTROL
 PT0524
 PT0524  NGVD 29 (??/??/92)  764.812  (m)         2509.22   (f) ADJ UNCH    1 2
 PT0524
 PT0524.Superseded values are not recommended for survey control.
 PT0524
 PT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0524.See file dsdata.pdf to determine how the superseded data were derived.
 PT0524
 PT0524_MARKER: DR = REFERENCE MARK DISK
 PT0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0524_STAMPING: BUZZ 2 NO 4 1961
 PT0524_MARK LOGO: CGS
 PT0524_PROJECTION: FLUSH
 PT0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0524+STABILITY: SURFACE MOTION
 PT0524
 PT0524  HISTORY     - Date     Condition        Report By
 PT0524  HISTORY     - 1961     MONUMENTED       CGS
 PT0524  HISTORY     - 1962     GOOD             CGS
 PT0524  HISTORY     - 1970     GOOD             NGS
 PT0524
 PT0524                          STATION DESCRIPTION
 PT0524
 PT0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0524'14.3 MI NE FROM PHILIP.
 PT0524'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0524'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.3 MILES
 PT0524'EAST ALONG A GRAVEL ROAD, ON THE CREST OF A HILL, 119 FEET
 PT0524'SOUTH OF THE CENTERLINE OF THE ROAD, 78 FEET SOUTH OF A POWER
 PT0524'POLE, 76 FEET SOUTH OF A FENCE, 50.8 SOUTH-SOUTHWEST OF BUZZ
 PT0524'2 1961, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 PT0524'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 PT0524
 PT0524                          STATION RECOVERY (1970)
 PT0524
 PT0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0522 ***********************************************************************
 PT0522  DESIGNATION -  BUZZ AZ MK
 PT0522  PID         -  PT0522
 PT0522  STATE/COUNTY-  SD/HAAKON
 PT0522  COUNTRY     -  US
 PT0522  USGS QUAD   -  LUCERNE (2017)
 PT0522
 PT0522                         *CURRENT SURVEY CONTROL
 PT0522  ______________________________________________________________________
 PT0522* NAD 83(1986) POSITION- 44 11 49.     (N) 101 36 27.     (W)   SCALED
 PT0522* NAVD 88 ORTHO HEIGHT -   755.970 (meters)     2480.21  (feet) ADJUSTED
 PT0522  ______________________________________________________________________
 PT0522  GEOID HEIGHT    -        -21.240 (meters)                     GEOID18
 PT0522  DYNAMIC HEIGHT  -        755.757 (meters)     2479.51  (feet) COMP
 PT0522  MODELED GRAVITY -    980,312.6   (mgal)                       NAVD 88
 PT0522
 PT0522  VERT ORDER      -  FIRST     CLASS II
 PT0522
 PT0522.The horizontal coordinates were scaled from a map and have
 PT0522.an estimated accuracy of +/- 6 seconds.
 PT0522
 PT0522.The orthometric height was determined by differential leveling and
 PT0522.adjusted by the NATIONAL GEODETIC SURVEY
 PT0522.in June 1991.
 PT0522
 PT0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0522.GEOID18 height accuracy estimate available here.
 PT0522
 PT0522.Click photographs - Photos may exist for this station.
 PT0522
 PT0522.The dynamic height is computed by dividing the NAVD 88
 PT0522.geopotential number by the normal gravity value computed on the
 PT0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0522.degrees latitude (g = 980.6199 gals.).
 PT0522
 PT0522.The modeled gravity was interpolated from observed gravity values.
 PT0522
 PT0522;                    North         East    Units  Estimated Accuracy
 PT0522;SPC SD S     -   207,820.      498,150.      MT  (+/- 180 meters Scaled)
 PT0522
 PT0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP916970(NAD 83)
 PT0522
 PT0522                          SUPERSEDED SURVEY CONTROL
 PT0522
 PT0522  NGVD 29 (??/??/92)  755.511  (m)         2478.71   (f) ADJ UNCH    1 2
 PT0522
 PT0522.Superseded values are not recommended for survey control.
 PT0522
 PT0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0522.See file dsdata.pdf to determine how the superseded data were derived.
 PT0522
 PT0522_MARKER: DZ = AZIMUTH MARK DISK
 PT0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0522_STAMPING: BUZZ 1961
 PT0522_MARK LOGO: CGS
 PT0522_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0522+STABILITY: SURFACE MOTION
 PT0522
 PT0522  HISTORY     - Date     Condition        Report By
 PT0522  HISTORY     - 1961     MONUMENTED       CGS
 PT0522  HISTORY     - 1962     GOOD             CGS
 PT0522  HISTORY     - 1970     GOOD             NGS
 PT0522
 PT0522                          STATION DESCRIPTION
 PT0522
 PT0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0522'14 MI NE FROM PHILIP.
 PT0522'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0522'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0522'EAST ALONG A GRAVEL ROAD, AT A JUNCTION WITH A ROAD LEADING
 PT0522'SOUTH, 40 FEET EAST OF A TELEPHONE POLE, 33 FEET NORTH OF THE
 PT0522'CENTERLINE OF THE ROAD LEADING EAST AND WEST, 18 FEET EAST OF
 PT0522'THE CENTER OF A WIRE GATE, 2.6 FEET EAST OF A METAL WITNESS
 PT0522'POST, 1 1/2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 PT0522'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 PT0522
 PT0522                          STATION RECOVERY (1970)
 PT0522
 PT0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0872 ***********************************************************************
 QS0872  DESIGNATION -  BUZZ NO 1
 QS0872  PID         -  QS0872
 QS0872  STATE/COUNTY-  SD/DEWEY
 QS0872  COUNTRY     -  US
 QS0872  USGS QUAD   -  PARADE NE (2017)
 QS0872
 QS0872                         *CURRENT SURVEY CONTROL
 QS0872  ______________________________________________________________________
 QS0872* NAD 83(1996) POSITION- 45 11 37.57611(N) 101 05 57.26726(W)   ADJUSTED
 QS0872* NAVD 88 ORTHO HEIGHT -   629.    (meters)     2064.    (feet) SCALED
 QS0872  ______________________________________________________________________
 QS0872  GEOID HEIGHT    -        -21.478 (meters)                     GEOID18
 QS0872  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 QS0872  HORZ ORDER      -  THIRD
 QS0872
 QS0872.The horizontal coordinates were established by classical geodetic methods
 QS0872.and adjusted by the National Geodetic Survey in January 1998.
 QS0872
 QS0872.The orthometric height was scaled from a topographic map.
 QS0872
 QS0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0872.GEOID18 height accuracy estimate available here.
 QS0872
 QS0872.Click photographs - Photos may exist for this station.
 QS0872
 QS0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0872
 QS0872. The following values were computed from the NAD 83(1996) position.
 QS0872
 QS0872;                    North         East     Units Scale Factor Converg.
 QS0872;SPC SD N     -   151,762.250   513,628.613   MT  0.99994220   -0 46 40.7
 QS0872;SPC SD N     -   497,906.65  1,685,129.87   sFT  0.99994220   -0 46 40.7
 QS0872;UTM  14      - 5,006,619.962   335,106.524   MT  0.99993433   -1 29 23.0
 QS0872
 QS0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0872!SPC SD N     -   0.99990469  x   0.99994220  =   0.99984690
 QS0872!UTM  14      -   0.99990469  x   0.99993433  =   0.99983903
 QS0872
 QS0872:                Primary Azimuth Mark                     Grid Az
 QS0872:SPC SD N     -  TT 19 MF                                 284 03 37.4
 QS0872:UTM  14      -  TT 19 MF                                 284 46 19.7
 QS0872
 QS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3510606619(NAD 83)
 QS0872
 QS0872|---------------------------------------------------------------------|
 QS0872| PID    Reference Object                     Distance      Geod. Az  |
 QS0872|                                                           dddmmss.s |
 QS0872| QS0875 TT 19 MF                            APPROX. 1.6 KM 2831656.7 |
 QS0872|---------------------------------------------------------------------|
 QS0872
 QS0872                          SUPERSEDED SURVEY CONTROL
 QS0872
 QS0872  NAD 83(1986)-  45 11 37.56872(N)    101 05 57.26681(W) AD(       ) 3
 QS0872  NAD 27      -  45 11 37.63867(N)    101 05 55.73550(W) AD(       ) 3
 QS0872
 QS0872.Superseded values are not recommended for survey control.
 QS0872
 QS0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0872.See file dsdata.pdf to determine how the superseded data were derived.
 QS0872
 QS0872_MARKER: DD = SURVEY DISK
 QS0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0872_STAMPING: BUZZ NO 1 1950
 QS0872_MARK LOGO: USGS
 QS0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0872+STABILITY: SURFACE MOTION
 QS0872
 QS0872  HISTORY     - Date     Condition        Report By
 QS0872  HISTORY     - 1950     MONUMENTED       USGS
 QS0872
 QS0872                          STATION DESCRIPTION
 QS0872
 QS0872'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QS0872'LOCATED 16.25 MI S. AND 1.0 MI W. OF TIMBER LAKE, 1.5 MI NE. OF
 QS0872'JUNCTION OF MOREAU RIVER AND REDWATER CREEK, NEAR LINE BETWEEN SECS.
 QS0872'7 AND 8, T. 14 N., R. 25 E., 200 FT N. OF ANGLE IN BLUFF FROM N. - S.
 QS0872'TO E. - W., ON E. EDGE OF BLUFF OVERLOOKING REDWATER CREEK VALLEY.
 QS0872'
 QS0872'STANDARD TABLET STAMPED---BUZZ NO. 1 1950---SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0871 ***********************************************************************
 QS0871  DESIGNATION -  BUZZ NO 2
 QS0871  PID         -  QS0871
 QS0871  STATE/COUNTY-  SD/DEWEY
 QS0871  COUNTRY     -  US
 QS0871  USGS QUAD   -  PARADE NE (2017)
 QS0871
 QS0871                         *CURRENT SURVEY CONTROL
 QS0871  ______________________________________________________________________
 QS0871* NAD 83(1996) POSITION- 45 14 29.08419(N) 101 05 25.20917(W)   ADJUSTED
 QS0871* NAVD 88 ORTHO HEIGHT -   681.    (meters)     2234.    (feet) SCALED
 QS0871  ______________________________________________________________________
 QS0871  GEOID HEIGHT    -        -21.395 (meters)                     GEOID18
 QS0871  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 QS0871  HORZ ORDER      -  THIRD
 QS0871
 QS0871.The horizontal coordinates were established by classical geodetic methods
 QS0871.and adjusted by the National Geodetic Survey in January 1998.
 QS0871
 QS0871.The orthometric height was scaled from a topographic map.
 QS0871
 QS0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0871.GEOID18 height accuracy estimate available here.
 QS0871
 QS0871.Click photographs - Photos may exist for this station.
 QS0871
 QS0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0871
 QS0871. The following values were computed from the NAD 83(1996) position.
 QS0871
 QS0871;                    North         East     Units Scale Factor Converg.
 QS0871;SPC SD N     -   157,046.654   514,399.574   MT  0.99994461   -0 46 18.0
 QS0871;SPC SD N     -   515,243.90  1,687,659.27   sFT  0.99994461   -0 46 18.0
 QS0871;UTM  14      - 5,011,894.316   335,943.117   MT  0.99993094   -1 29 04.7
 QS0871
 QS0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0871!SPC SD N     -   0.99989653  x   0.99994461  =   0.99984114
 QS0871!UTM  14      -   0.99989653  x   0.99993094  =   0.99982747
 QS0871
 QS0871:                Primary Azimuth Mark                     Grid Az
 QS0871:SPC SD N     -  CHEYENE                                  326 19 27.4
 QS0871:UTM  14      -  CHEYENE                                  327 02 14.1
 QS0871
 QS0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3594311894(NAD 83)
 QS0871
 QS0871|---------------------------------------------------------------------|
 QS0871| PID    Reference Object                     Distance      Geod. Az  |
 QS0871|                                                           dddmmss.s |
 QS0871| QS0866 CHEYENE                             APPROX. 3.8 KM 3253309.4 |
 QS0871|---------------------------------------------------------------------|
 QS0871
 QS0871                          SUPERSEDED SURVEY CONTROL
 QS0871
 QS0871  NAD 83(1986)-  45 14 29.07662(N)    101 05 25.20868(W) AD(       ) 3
 QS0871  NAD 27      -  45 14 29.14446(N)    101 05 23.67553(W) AD(       ) 3
 QS0871
 QS0871.Superseded values are not recommended for survey control.
 QS0871
 QS0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0871.See file dsdata.pdf to determine how the superseded data were derived.
 QS0871
 QS0871_MARKER: DD = SURVEY DISK
 QS0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0871_STAMPING: BUZZ NO 2 1950
 QS0871_MARK LOGO: USGS
 QS0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0871+STABILITY: SURFACE MOTION
 QS0871
 QS0871  HISTORY     - Date     Condition        Report By
 QS0871  HISTORY     - 1950     MONUMENTED       USGS
 QS0871
 QS0871                          STATION DESCRIPTION
 QS0871
 QS0871'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QS0871'LOCATED 13.0 MI S. AND 1.0 MI W. OF TIMBER LAKE, 4.5 MI N. OF MOREAU
 QS0871'RIVER, PROBABLY NEAR COR. SECS. 16, 17, 20, AND 21, T. 15 N., R. 25 E.
 QS0871'750 FT E. OF N. - S. TRAIL, ON SUMMIT OF NW. - SE. RIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1138 ***********************************************************************
 PT1138  DESIGNATION -  BUZZARD RESET
 PT1138  PID         -  PT1138
 PT1138  STATE/COUNTY-  SD/HAAKON
 PT1138  COUNTRY     -  US
 PT1138  USGS QUAD   -  POWELL (2017)
 PT1138
 PT1138                         *CURRENT SURVEY CONTROL
 PT1138  ______________________________________________________________________
 PT1138* NAD 83(1996) POSITION- 44 03 22.94791(N) 101 23 13.36167(W)   ADJUSTED
 PT1138* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 PT1138  ______________________________________________________________________
 PT1138  GEOID HEIGHT    -        -22.122 (meters)                     GEOID18
 PT1138  LAPLACE CORR    -         -8.96  (seconds)                    DEFLEC18
 PT1138  HORZ ORDER      -  THIRD
 PT1138
 PT1138.The horizontal coordinates were established by classical geodetic methods
 PT1138.and adjusted by the National Geodetic Survey in January 1998.
 PT1138
 PT1138.The orthometric height was scaled from a topographic map.
 PT1138
 PT1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1138.GEOID18 height accuracy estimate available here.
 PT1138
 PT1138.Click photographs - Photos may exist for this station.
 PT1138
 PT1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1138
 PT1138. The following values were computed from the NAD 83(1996) position.
 PT1138
 PT1138;                    North         East     Units Scale Factor Converg.
 PT1138;SPC SD S     -   191,953.972   515,573.534   MT  0.99993605   -0 43 36.9
 PT1138;SPC SD S     -   629,768.99  1,691,510.84   sFT  0.99993605   -0 43 36.9
 PT1138;UTM  14      - 4,880,904.621   308,800.193   MT  1.00004964   -1 39 37.3
 PT1138
 PT1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1138!SPC SD S     -   0.99990305  x   0.99993605  =   0.99983911
 PT1138!UTM  14      -   0.99990305  x   1.00004964  =   0.99995269
 PT1138
 PT1138:                Primary Azimuth Mark                     Grid Az
 PT1138:SPC SD S     -  BUZZARD AZ MK                            102 10 46.8
 PT1138:UTM  14      -  BUZZARD AZ MK                            103 06 47.2
 PT1138
 PT1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0880080904(NAD 83)
 PT1138
 PT1138|---------------------------------------------------------------------|
 PT1138| PID    Reference Object                     Distance      Geod. Az  |
 PT1138|                                                           dddmmss.s |
 PT1138| PT1210 BUZZARD RM 1                         12.772 METERS 00221     |
 PT1138| CP8925 BUZZARD RM 2                         13.460 METERS 09133     |
 PT1138| AH8754 BUZZARD AZ MK                                      1012709.9 |
 PT1138|---------------------------------------------------------------------|
 PT1138
 PT1138                          SUPERSEDED SURVEY CONTROL
 PT1138
 PT1138  NAD 83(1986)-  44 03 22.94066(N)    101 23 13.36503(W) AD(       ) 3
 PT1138  NAD 27      -  44 03 22.98680(N)    101 23 11.85670(W) AD(       ) 3
 PT1138
 PT1138.Superseded values are not recommended for survey control.
 PT1138
 PT1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1138.See file dsdata.pdf to determine how the superseded data were derived.
 PT1138
 PT1138_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1138_STAMPING: BUZZARD 1952 1985
 PT1138_MARK LOGO: NGS
 PT1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1138+STABILITY: SURFACE MOTION
 PT1138
 PT1138  HISTORY     - Date     Condition        Report By
 PT1138  HISTORY     - 1985     MONUMENTED       NGS
 PT1138
 PT1138                          STATION DESCRIPTION
 PT1138
 PT1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 PT1138'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE
 PT1138'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 PT1138'MARK 1 WERE RECOVERED DESTROYED.  A NEW SURFACE STATION MARK AND
 PT1138'REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME. THE DIRECTION AND
 PT1138'DISTANCE TO REFERENCE MARK 2 VARIED BY 4 MINUTES, 17 SECONDS AND 0.015
 PT1138'METER, (0.049 FT) RESPECTIVELY, FROM THE 1952 DATA.  NEW DESCRIPTIVE
 PT1138'TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) EAST OF
 PT1138'PHILIP, 8 KM (4.95 MI) WEST-NORTHWEST OF NOWLIN, ALONG THE NORTH SIDE
 PT1138'OF HIGHWAY 14.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 14
 PT1138'AND 73 IN PHILIP, GO EAST ON HIGHWAY 14 FOR 21.6 KM (13.40 MI) TO A
 PT1138'BRIDGE.  CONTINUE EAST ON THE HIGHWAY FOR 1.85 KM (1.15 MI) TO A SIDE
 PT1138'ROAD LEFT AND THE STATION.  THE STATION IS A STANDARD NGS DISK STAMPED
 PT1138'BUZZARD 1952 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 PT1138'INCHES (30 CM) IN DIAMETR FLUSH WITH THE GROUND.  LOCATED 14.6 METERS
 PT1138'(47.9 FT) N FROM THE CENTER OF HIGHWAY 14.  3.7 METERS (12.1 FT) E
 PT1138'FROM THE CENTER OF A GRAVELED ROAD.  3.6 METERS (11.8 FT) SW FROM A
 PT1138'POWER POLE.  2.6 METERS (8.5 FT) NW FROM THE EAST END OF A CONCRETE
 PT1138'CULVERT.  THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED BUZZARD
 PT1138'1952, SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET 0.9 METER (3.0 FT)
 PT1138'BELOW THE SURFACE.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED
 PT1138'BUZZARD NO 2 1952, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 PT1138'INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 PT1138'GROUND. LOCATED 15.5 METER (50.9 FT) N FROM THE CENTER OF HIGHWAY 14.
 PT1138'17.1 METERS (56.1 FT) E FRMO THE CENTER OF A GRAVELED ROAD.  0.3 METER
 PT1138'(1.0 FT) S FROM A FENCE, AND 1 FEET (0.3 M) 0.3 METER (1.0 FT) LOWER
 PT1138'THAN THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED
 PT1138'BUZZARD 1952 NO 3 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PT1138'12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 26.8
 PT1138'METERS (87.9 FT) N FROM THE CENTER OF HIGHWAY 14.  4.6 METERS (15.1
 PT1138'FT) E FROM THE CENTER OF A GRAVELED ROAD.  0.6 METER (2.0 FT) W FROM A
 PT1138'FENCE.  0.3 METER (1.0 FT) E FROM A WITNESS POST, AND 2 FEET (0.6 M)
 PT1138'0.6 METERS (2.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK  NO 1 IS A
 PT1138'STANDARD CGS DISK STAMPED BUZZARD 1952, SET INTO THE TOP OF A ROUND
 PT1138'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 6 INCHES
 PT1138'(15 CM) ABOVE THE GROUND.  LOCATED 76.2 METERS (250.0 FT) NE OF A FARM
 PT1138'HOUSE.  17.4 METERS (57.1 FT) S FROM THE CENTER OF HIGHWAY 14.  3.0
 PT1138'METERS (9.8 FT) W FROM A FENCE CORNER.  0.3 METER (1.0 FT) N FROM A
 PT1138'FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 PT1138'14 FOR 0.5 KM (0.30 MI) TO ABANDONED FARM HOUSE AND MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0379 ***********************************************************************
 PR0379  DESIGNATION -  C 1
 PR0379  PID         -  PR0379
 PR0379  STATE/COUNTY-  SD/HAMLIN
 PR0379  COUNTRY     -  US
 PR0379  USGS QUAD   -  VIENNA EAST (2017)
 PR0379
 PR0379                         *CURRENT SURVEY CONTROL
 PR0379  ______________________________________________________________________
 PR0379* NAD 83(1986) POSITION- 44 44 45.     (N) 097 24 37.     (W)   SCALED
 PR0379* NAVD 88 ORTHO HEIGHT -   546.469 (meters)     1792.87  (feet) ADJUSTED
 PR0379  ______________________________________________________________________
 PR0379  GEOID HEIGHT    -        -24.824 (meters)                     GEOID18
 PR0379  DYNAMIC HEIGHT  -        546.385 (meters)     1792.60  (feet) COMP
 PR0379  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 PR0379
 PR0379  VERT ORDER      -  FIRST     CLASS II
 PR0379
 PR0379.The horizontal coordinates were scaled from a map and have
 PR0379.an estimated accuracy of +/- 6 seconds.
 PR0379
 PR0379.The orthometric height was determined by differential leveling and
 PR0379.adjusted by the NATIONAL GEODETIC SURVEY
 PR0379.in June 1991.
 PR0379
 PR0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0379.GEOID18 height accuracy estimate available here.
 PR0379
 PR0379.Click photographs - Photos may exist for this station.
 PR0379
 PR0379.The dynamic height is computed by dividing the NAVD 88
 PR0379.geopotential number by the normal gravity value computed on the
 PR0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0379.degrees latitude (g = 980.6199 gals.).
 PR0379
 PR0379.The modeled gravity was interpolated from observed gravity values.
 PR0379
 PR0379;                    North         East    Units  Estimated Accuracy
 PR0379;SPC SD N     -   104,680.      805,050.      MT  (+/- 180 meters Scaled)
 PR0379
 PR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ258559(NAD 83)
 PR0379
 PR0379                          SUPERSEDED SURVEY CONTROL
 PR0379
 PR0379  NGVD 29 (??/??/92)  546.184  (m)         1791.94   (f) ADJ UNCH    1 2
 PR0379
 PR0379.Superseded values are not recommended for survey control.
 PR0379
 PR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0379.See file dsdata.pdf to determine how the superseded data were derived.
 PR0379
 PR0379_MARKER: P = PIPE CAP
 PR0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0379_STAMPING: ELEV 1791.939 FT
 PR0379_MARK LOGO: CGS
 PR0379_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0379+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 PR0379
 PR0379  HISTORY     - Date     Condition        Report By
 PR0379  HISTORY     - 1905     MONUMENTED       CGS
 PR0379  HISTORY     - 20010827 GOOD             USGS
 PR0379
 PR0379                          STATION DESCRIPTION
 PR0379
 PR0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0379'1.9 MI SW FROM HAZEL.
 PR0379'1.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 PR0379'STATION AT HAZEL, HAMLIN COUNTY, 200 FEET SOUTHEAST OF THE
 PR0379'CENTER LINE OF THE TRACK, AT THE NORTHEAST CORNER OF SECTION 27,
 PR0379'T 115 N, R 55 W, AT THE INTERSECTION OF TWO SECTION-LINE ROADS,
 PR0379'33 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 31
 PR0379'FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 8
 PR0379'INCHES SOUTHWEST OF A FENCE CORNER, AND 5 INCHES BELOW THE
 PR0379'SURFACE OF THE GROUND.  A STANDARD CAP, STAMPED ELEV 1791.939 FT
 PR0379'AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PR0379
 PR0379                          STATION RECOVERY (2001)
 PR0379
 PR0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (RT)
 PR0379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0457 ***********************************************************************
 OS0457  DESIGNATION -  C 10
 OS0457  PID         -  OS0457
 OS0457  STATE/COUNTY-  SD/JACKSON
 OS0457  COUNTRY     -  US
 OS0457  USGS QUAD   -  WETA (2017)
 OS0457
 OS0457                         *CURRENT SURVEY CONTROL
 OS0457  ______________________________________________________________________
 OS0457* NAD 83(1986) POSITION- 43 46 39.     (N) 101 41 19.     (W)   SCALED
 OS0457* NAVD 88 ORTHO HEIGHT -   708.835 (meters)     2325.57  (feet) ADJUSTED
 OS0457  ______________________________________________________________________
 OS0457  GEOID HEIGHT    -        -20.902 (meters)                     GEOID18
 OS0457  DYNAMIC HEIGHT  -        708.612 (meters)     2324.84  (feet) COMP
 OS0457  MODELED GRAVITY -    980,281.5   (mgal)                       NAVD 88
 OS0457
 OS0457  VERT ORDER      -  FIRST     CLASS II
 OS0457
 OS0457.The horizontal coordinates were scaled from a map and have
 OS0457.an estimated accuracy of +/- 6 seconds.
 OS0457
 OS0457.The orthometric height was determined by differential leveling and
 OS0457.adjusted by the NATIONAL GEODETIC SURVEY
 OS0457.in June 1991.
 OS0457
 OS0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0457.GEOID18 height accuracy estimate available here.
 OS0457
 OS0457.Click photographs - Photos may exist for this station.
 OS0457
 OS0457.The dynamic height is computed by dividing the NAVD 88
 OS0457.geopotential number by the normal gravity value computed on the
 OS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0457.degrees latitude (g = 980.6199 gals.).
 OS0457
 OS0457.The modeled gravity was interpolated from observed gravity values.
 OS0457
 OS0457;                    North         East    Units  Estimated Accuracy
 OS0457;SPC SD S     -   161,330.      490,910.      MT  (+/- 180 meters Scaled)
 OS0457
 OS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP836506(NAD 83)
 OS0457
 OS0457                          SUPERSEDED SURVEY CONTROL
 OS0457
 OS0457  NGVD 29 (??/??/92)  708.388  (m)         2324.10   (f) ADJ UNCH    1 2
 OS0457
 OS0457.Superseded values are not recommended for survey control.
 OS0457
 OS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0457.See file dsdata.pdf to determine how the superseded data were derived.
 OS0457
 OS0457_MARKER: DB = BENCH MARK DISK
 OS0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0457_STAMPING: C 10 1925 2324.149
 OS0457_MARK LOGO: CGS
 OS0457_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0457+STABILITY: SURFACE MOTION
 OS0457
 OS0457  HISTORY     - Date     Condition        Report By
 OS0457  HISTORY     - 1925     MONUMENTED       CGS
 OS0457  HISTORY     - 1962     GOOD             CGS
 OS0457
 OS0457                          STATION DESCRIPTION
 OS0457
 OS0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0457'10.3 MI SW FROM KADOKA.
 OS0457'ABOUT 10.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0457'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 23,
 OS0457'T 3 S, R 20 E, 129 FEET WEST-SOUTHWEST OF THE CENTER OF A ROAD
 OS0457'CROSSING, 59 FEET NORTH OF A FENCE, 36 1/2 FEET SOUTH OF THE
 OS0457'SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES 14 FEET WEST
 OS0457'OF THE 1ST TELEPHONE POLE WEST OF MILE POST 572, 1.3 FEET EAST
 OS0457'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET IN
 OS0457'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0716 ***********************************************************************
 PT0716  DESIGNATION -  C 10 G
 PT0716  PID         -  PT0716
 PT0716  STATE/COUNTY-  SD/HAAKON
 PT0716  COUNTRY     -  US
 PT0716  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0716
 PT0716                         *CURRENT SURVEY CONTROL
 PT0716  ______________________________________________________________________
 PT0716* NAD 83(1986) POSITION- 44 10 33.     (N) 101 50 29.     (W)   SCALED
 PT0716* NAVD 88 ORTHO HEIGHT -   798.042 (meters)     2618.24  (feet) ADJUSTED
 PT0716  ______________________________________________________________________
 PT0716  GEOID HEIGHT    -        -20.402 (meters)                     GEOID18
 PT0716  DYNAMIC HEIGHT  -        797.814 (meters)     2617.49  (feet) COMP
 PT0716  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PT0716
 PT0716  VERT ORDER      -  SECOND    CLASS 0
 PT0716
 PT0716.The horizontal coordinates were scaled from a map and have
 PT0716.an estimated accuracy of +/- 6 seconds.
 PT0716
 PT0716.The orthometric height was determined by differential leveling and
 PT0716.adjusted by the NATIONAL GEODETIC SURVEY
 PT0716.in June 1991.
 PT0716
 PT0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0716.GEOID18 height accuracy estimate available here.
 PT0716
 PT0716.Click photographs - Photos may exist for this station.
 PT0716
 PT0716.The dynamic height is computed by dividing the NAVD 88
 PT0716.geopotential number by the normal gravity value computed on the
 PT0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0716.degrees latitude (g = 980.6199 gals.).
 PT0716
 PT0716.The modeled gravity was interpolated from observed gravity values.
 PT0716
 PT0716;                    North         East    Units  Estimated Accuracy
 PT0716;SPC SD S     -   205,790.      479,420.      MT  (+/- 180 meters Scaled)
 PT0716
 PT0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP728953(NAD 83)
 PT0716
 PT0716                          SUPERSEDED SURVEY CONTROL
 PT0716
 PT0716  NGVD 29 (??/??/92)  797.583  (m)         2616.74   (f) ADJ UNCH    2 0
 PT0716
 PT0716.Superseded values are not recommended for survey control.
 PT0716
 PT0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0716.See file dsdata.pdf to determine how the superseded data were derived.
 PT0716
 PT0716_MARKER: DS = TRIANGULATION STATION DISK
 PT0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0716_STAMPING: C 10 G 1961
 PT0716_MARK LOGO: CGS
 PT0716_PROJECTION: FLUSH
 PT0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0716+STABILITY: SURFACE MOTION
 PT0716
 PT0716  HISTORY     - Date     Condition        Report By
 PT0716  HISTORY     - 1961     MONUMENTED       CGS
 PT0716  HISTORY     - 1962     GOOD             CGS
 PT0716
 PT0716                          STATION DESCRIPTION
 PT0716
 PT0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0716'8.4 MI S FROM HILLAND.
 PT0716'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0716'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0716'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0716'0.45 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE EAST
 PT0716'ACROSS A PASTURE TO THE CREST OF A LONG RIDGE AND THE SITE OF
 PT0716'THE MARK, IN SECTION 33, T 3 N, R 19 E, AND SET IN THE TOP
 PT0716'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0718 ***********************************************************************
 PT0718  DESIGNATION -  C 10 G AZ MK
 PT0718  PID         -  PT0718
 PT0718  STATE/COUNTY-  SD/HAAKON
 PT0718  COUNTRY     -  US
 PT0718  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0718
 PT0718                         *CURRENT SURVEY CONTROL
 PT0718  ______________________________________________________________________
 PT0718* NAD 83(1986) POSITION- 44 10 10.     (N) 101 50 50.     (W)   SCALED
 PT0718* NAVD 88 ORTHO HEIGHT -   801.609 (meters)     2629.95  (feet) ADJUSTED
 PT0718  ______________________________________________________________________
 PT0718  GEOID HEIGHT    -        -20.384 (meters)                     GEOID18
 PT0718  DYNAMIC HEIGHT  -        801.380 (meters)     2629.19  (feet) COMP
 PT0718  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 PT0718
 PT0718  VERT ORDER      -  SECOND    CLASS 0
 PT0718
 PT0718.The horizontal coordinates were scaled from a map and have
 PT0718.an estimated accuracy of +/- 6 seconds.
 PT0718
 PT0718.The orthometric height was determined by differential leveling and
 PT0718.adjusted by the NATIONAL GEODETIC SURVEY
 PT0718.in June 1991.
 PT0718
 PT0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0718.GEOID18 height accuracy estimate available here.
 PT0718
 PT0718.Click photographs - Photos may exist for this station.
 PT0718
 PT0718.The dynamic height is computed by dividing the NAVD 88
 PT0718.geopotential number by the normal gravity value computed on the
 PT0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0718.degrees latitude (g = 980.6199 gals.).
 PT0718
 PT0718.The modeled gravity was interpolated from observed gravity values.
 PT0718
 PT0718;                    North         East    Units  Estimated Accuracy
 PT0718;SPC SD S     -   205,090.      478,940.      MT  (+/- 180 meters Scaled)
 PT0718
 PT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP723946(NAD 83)
 PT0718
 PT0718                          SUPERSEDED SURVEY CONTROL
 PT0718
 PT0718  NGVD 29 (??/??/92)  801.150  (m)         2628.44   (f) ADJ UNCH    2 0
 PT0718
 PT0718.Superseded values are not recommended for survey control.
 PT0718
 PT0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0718.See file dsdata.pdf to determine how the superseded data were derived.
 PT0718
 PT0718_MARKER: DZ = AZIMUTH MARK DISK
 PT0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0718_STAMPING: C 10 G 1961
 PT0718_MARK LOGO: CGS
 PT0718_PROJECTION: FLUSH
 PT0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0718+STABILITY: SURFACE MOTION
 PT0718
 PT0718  HISTORY     - Date     Condition        Report By
 PT0718  HISTORY     - 1961     MONUMENTED       CGS
 PT0718  HISTORY     - 1962     GOOD             CGS
 PT0718
 PT0718                          STATION DESCRIPTION
 PT0718
 PT0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0718'8.4 MI S FROM HILLAND.
 PT0718'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0718'AND CEMERETY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0718'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0718'0.9 MILE ALONG A GRAVELED ROAD AT THE CREST OF A HILL, 0.1
 PT0718'MILE NORTH OF AN EAST-WEST SECTION LINE FENCE, IN SECTION 33,
 PT0718'T 3 N, R 19 E, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, 3
 PT0718'FEET WEST OF A FENCE, 3.4 FEET NORTHWEST OF A METAL WITNESS
 PT0718'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 PT0718'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0717 ***********************************************************************
 PT0717  DESIGNATION -  C 10 G RM 1
 PT0717  PID         -  PT0717
 PT0717  STATE/COUNTY-  SD/HAAKON
 PT0717  COUNTRY     -  US
 PT0717  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0717
 PT0717                         *CURRENT SURVEY CONTROL
 PT0717  ______________________________________________________________________
 PT0717* NAD 83(1986) POSITION- 44 10 33.     (N) 101 50 29.     (W)   SCALED
 PT0717* NAVD 88 ORTHO HEIGHT -   798.064 (meters)     2618.32  (feet) ADJUSTED
 PT0717  ______________________________________________________________________
 PT0717  GEOID HEIGHT    -        -20.402 (meters)                     GEOID18
 PT0717  DYNAMIC HEIGHT  -        797.836 (meters)     2617.57  (feet) COMP
 PT0717  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PT0717
 PT0717  VERT ORDER      -  SECOND    CLASS 0
 PT0717
 PT0717.The horizontal coordinates were scaled from a map and have
 PT0717.an estimated accuracy of +/- 6 seconds.
 PT0717
 PT0717.The orthometric height was determined by differential leveling and
 PT0717.adjusted by the NATIONAL GEODETIC SURVEY
 PT0717.in June 1991.
 PT0717
 PT0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0717.GEOID18 height accuracy estimate available here.
 PT0717
 PT0717.Click photographs - Photos may exist for this station.
 PT0717
 PT0717.The dynamic height is computed by dividing the NAVD 88
 PT0717.geopotential number by the normal gravity value computed on the
 PT0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0717.degrees latitude (g = 980.6199 gals.).
 PT0717
 PT0717.The modeled gravity was interpolated from observed gravity values.
 PT0717
 PT0717;                    North         East    Units  Estimated Accuracy
 PT0717;SPC SD S     -   205,790.      479,420.      MT  (+/- 180 meters Scaled)
 PT0717
 PT0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP728953(NAD 83)
 PT0717
 PT0717                          SUPERSEDED SURVEY CONTROL
 PT0717
 PT0717  NGVD 29 (??/??/92)  797.604  (m)         2616.81   (f) ADJ UNCH    2 0
 PT0717
 PT0717.Superseded values are not recommended for survey control.
 PT0717
 PT0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0717.See file dsdata.pdf to determine how the superseded data were derived.
 PT0717
 PT0717_MARKER: DR = REFERENCE MARK DISK
 PT0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0717_STAMPING: C 10 G NO 1 1961
 PT0717_MARK LOGO: CGS
 PT0717_PROJECTION: FLUSH
 PT0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0717+STABILITY: SURFACE MOTION
 PT0717
 PT0717  HISTORY     - Date     Condition        Report By
 PT0717  HISTORY     - 1961     MONUMENTED       CGS
 PT0717  HISTORY     - 1962     GOOD             CGS
 PT0717
 PT0717                          STATION DESCRIPTION
 PT0717
 PT0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0717'8.4 MI S FROM HILLAND.
 PT0717'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0717'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0717'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED ROAD, THENCE 0.45
 PT0717'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE ACROSS A
 PT0717'PASTURE TO THE CREST OF A LONG RIDGE AND SITE OF THE MARK, IN
 PT0717'SECTION 33, T 3 N, R 19 E, 47.0 FEET SOUTH-SOUTHEAST OF C 10
 PT0717'G 1961, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PT0717'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0715 ***********************************************************************
 PT0715  DESIGNATION -  C 10 G RM 2
 PT0715  PID         -  PT0715
 PT0715  STATE/COUNTY-  SD/HAAKON
 PT0715  COUNTRY     -  US
 PT0715  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0715
 PT0715                         *CURRENT SURVEY CONTROL
 PT0715  ______________________________________________________________________
 PT0715* NAD 83(1986) POSITION- 44 10 33.     (N) 101 50 29.     (W)   SCALED
 PT0715* NAVD 88 ORTHO HEIGHT -   797.970 (meters)     2618.01  (feet) ADJUSTED
 PT0715  ______________________________________________________________________
 PT0715  GEOID HEIGHT    -        -20.402 (meters)                     GEOID18
 PT0715  DYNAMIC HEIGHT  -        797.742 (meters)     2617.26  (feet) COMP
 PT0715  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PT0715
 PT0715  VERT ORDER      -  SECOND    CLASS 0
 PT0715
 PT0715.The horizontal coordinates were scaled from a map and have
 PT0715.an estimated accuracy of +/- 6 seconds.
 PT0715
 PT0715.The orthometric height was determined by differential leveling and
 PT0715.adjusted by the NATIONAL GEODETIC SURVEY
 PT0715.in June 1991.
 PT0715
 PT0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0715.GEOID18 height accuracy estimate available here.
 PT0715
 PT0715.Click photographs - Photos may exist for this station.
 PT0715
 PT0715.The dynamic height is computed by dividing the NAVD 88
 PT0715.geopotential number by the normal gravity value computed on the
 PT0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0715.degrees latitude (g = 980.6199 gals.).
 PT0715
 PT0715.The modeled gravity was interpolated from observed gravity values.
 PT0715
 PT0715;                    North         East    Units  Estimated Accuracy
 PT0715;SPC SD S     -   205,790.      479,420.      MT  (+/- 180 meters Scaled)
 PT0715
 PT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP728953(NAD 83)
 PT0715
 PT0715                          SUPERSEDED SURVEY CONTROL
 PT0715
 PT0715  NGVD 29 (??/??/92)  797.510  (m)         2616.50   (f) ADJ UNCH    2 0
 PT0715
 PT0715.Superseded values are not recommended for survey control.
 PT0715
 PT0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0715.See file dsdata.pdf to determine how the superseded data were derived.
 PT0715
 PT0715_MARKER: DR = REFERENCE MARK DISK
 PT0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0715_STAMPING: C 10 G NO 2 1961
 PT0715_MARK LOGO: CGS
 PT0715_PROJECTION: FLUSH
 PT0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0715+STABILITY: SURFACE MOTION
 PT0715
 PT0715  HISTORY     - Date     Condition        Report By
 PT0715  HISTORY     - 1961     MONUMENTED       CGS
 PT0715  HISTORY     - 1962     GOOD             CGS
 PT0715
 PT0715                          STATION DESCRIPTION
 PT0715
 PT0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0715'8.4 MI S FROM HILLAND.
 PT0715'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0715'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0715'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0715'0.45 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE EAST
 PT0715'ACROSS A PASTURE TO CREST OF A LONG RIDGE AND SITE OF MARK,
 PT0715'IN SECTION 33, T 3 N, R 19 E, 38.7 FEET WEST-SOUTHWEST OF
 PT0715'C 10 G, 1961 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PT0715'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0737 ***********************************************************************
 PT0737  DESIGNATION -  C 10 H
 PT0737  PID         -  PT0737
 PT0737  STATE/COUNTY-  SD/HAAKON
 PT0737  COUNTRY     -  US
 PT0737  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0737
 PT0737                         *CURRENT SURVEY CONTROL
 PT0737  ______________________________________________________________________
 PT0737* NAD 83(1986) POSITION- 44 10 59.     (N) 101 50 52.     (W)   SCALED
 PT0737* NAVD 88 ORTHO HEIGHT -   799.657 (meters)     2623.54  (feet) ADJUSTED
 PT0737  ______________________________________________________________________
 PT0737  GEOID HEIGHT    -        -20.379 (meters)                     GEOID18
 PT0737  DYNAMIC HEIGHT  -        799.428 (meters)     2622.79  (feet) COMP
 PT0737  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 PT0737
 PT0737  VERT ORDER      -  SECOND    CLASS 0
 PT0737
 PT0737.The horizontal coordinates were scaled from a map and have
 PT0737.an estimated accuracy of +/- 6 seconds.
 PT0737
 PT0737.The orthometric height was determined by differential leveling and
 PT0737.adjusted by the NATIONAL GEODETIC SURVEY
 PT0737.in June 1991.
 PT0737
 PT0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0737.GEOID18 height accuracy estimate available here.
 PT0737
 PT0737.Click photographs - Photos may exist for this station.
 PT0737
 PT0737.The dynamic height is computed by dividing the NAVD 88
 PT0737.geopotential number by the normal gravity value computed on the
 PT0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0737.degrees latitude (g = 980.6199 gals.).
 PT0737
 PT0737.The modeled gravity was interpolated from observed gravity values.
 PT0737
 PT0737;                    North         East    Units  Estimated Accuracy
 PT0737;SPC SD S     -   206,600.      478,920.      MT  (+/- 180 meters Scaled)
 PT0737
 PT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP723961(NAD 83)
 PT0737
 PT0737                          SUPERSEDED SURVEY CONTROL
 PT0737
 PT0737  NGVD 29 (??/??/92)  799.20   (m)         2622.0    (f) COMPUTED    2 0
 PT0737
 PT0737.Superseded values are not recommended for survey control.
 PT0737
 PT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0737.See file dsdata.pdf to determine how the superseded data were derived.
 PT0737
 PT0737_MARKER: DS = TRIANGULATION STATION DISK
 PT0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0737_STAMPING: C 10 H 1961
 PT0737_MARK LOGO: CGS
 PT0737_PROJECTION: FLUSH
 PT0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0737+STABILITY: SURFACE MOTION
 PT0737
 PT0737  HISTORY     - Date     Condition        Report By
 PT0737  HISTORY     - 1961     MONUMENTED       CGS
 PT0737  HISTORY     - 1962     GOOD             CGS
 PT0737
 PT0737                          STATION DESCRIPTION
 PT0737
 PT0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0737'7.5 MI S FROM HILLAND.
 PT0737'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0737'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0737'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, IN
 PT0737'SECTION 29, T 3 N, R 19 E, ON THE CREST OF A HILL, 236 FEET
 PT0737'WEST OF THE CENTER LINE OF THE ROAD, 27 FEET NORTH OF THE
 PT0737'CENTER LINE OF A TRAIL ROAD WHICH LEADS WEST, 19 FEET WEST OF
 PT0737'THE CENTER OF A WIRE GATE, 4 FEET SOUTH OF A FENCE, 4.4 FEET
 PT0737'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PT0737'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 PT0737'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0735 ***********************************************************************
 PT0735  DESIGNATION -  C 10 H RM 1
 PT0735  PID         -  PT0735
 PT0735  STATE/COUNTY-  SD/HAAKON
 PT0735  COUNTRY     -  US
 PT0735  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0735
 PT0735                         *CURRENT SURVEY CONTROL
 PT0735  ______________________________________________________________________
 PT0735* NAD 83(1986) POSITION- 44 10 59.     (N) 101 50 52.     (W)   SCALED
 PT0735* NAVD 88 ORTHO HEIGHT -   799.065 (meters)     2621.60  (feet) ADJUSTED
 PT0735  ______________________________________________________________________
 PT0735  GEOID HEIGHT    -        -20.379 (meters)                     GEOID18
 PT0735  DYNAMIC HEIGHT  -        798.836 (meters)     2620.85  (feet) COMP
 PT0735  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 PT0735
 PT0735  VERT ORDER      -  SECOND    CLASS 0
 PT0735
 PT0735.The horizontal coordinates were scaled from a map and have
 PT0735.an estimated accuracy of +/- 6 seconds.
 PT0735
 PT0735.The orthometric height was determined by differential leveling and
 PT0735.adjusted by the NATIONAL GEODETIC SURVEY
 PT0735.in June 1991.
 PT0735
 PT0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0735.GEOID18 height accuracy estimate available here.
 PT0735
 PT0735.Click photographs - Photos may exist for this station.
 PT0735
 PT0735.The dynamic height is computed by dividing the NAVD 88
 PT0735.geopotential number by the normal gravity value computed on the
 PT0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0735.degrees latitude (g = 980.6199 gals.).
 PT0735
 PT0735.The modeled gravity was interpolated from observed gravity values.
 PT0735
 PT0735;                    North         East    Units  Estimated Accuracy
 PT0735;SPC SD S     -   206,600.      478,920.      MT  (+/- 180 meters Scaled)
 PT0735
 PT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP723961(NAD 83)
 PT0735
 PT0735                          SUPERSEDED SURVEY CONTROL
 PT0735
 PT0735  NGVD 29 (??/??/92)  798.61   (m)         2620.1    (f) COMPUTED    2 0
 PT0735
 PT0735.Superseded values are not recommended for survey control.
 PT0735
 PT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0735.See file dsdata.pdf to determine how the superseded data were derived.
 PT0735
 PT0735_MARKER: DR = REFERENCE MARK DISK
 PT0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0735_STAMPING: C 10 H NO 1 1961
 PT0735_MARK LOGO: CGS
 PT0735_PROJECTION: FLUSH
 PT0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0735+STABILITY: SURFACE MOTION
 PT0735
 PT0735  HISTORY     - Date     Condition        Report By
 PT0735  HISTORY     - 1961     MONUMENTED       CGS
 PT0735  HISTORY     - 1962     GOOD             CGS
 PT0735
 PT0735                          STATION DESCRIPTION
 PT0735
 PT0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0735'7.5 MI S FROM HILLAND.
 PT0735'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0735'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0735'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, IN
 PT0735'SECTION 29, T 3 N, R 19 E, ON THE CREST OF A HILL, 25 FEET
 PT0735'SOUTH OF THE CENTER LINE OF AN EAST-WEST TRAIL ROAD, 21 FEET
 PT0735'WEST OF THE CENTER OF A WIRE GATE, 1 FOOT NORTH OF A FENCE,
 PT0735'51.5 FEET SOUTH OF C 10 H 1961, ABOUT LEVEL WITH THE ROAD, AND
 PT0735'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0736 ***********************************************************************
 PT0736  DESIGNATION -  C 10 H RM 2
 PT0736  PID         -  PT0736
 PT0736  STATE/COUNTY-  SD/HAAKON
 PT0736  COUNTRY     -  US
 PT0736  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0736
 PT0736                         *CURRENT SURVEY CONTROL
 PT0736  ______________________________________________________________________
 PT0736* NAD 83(1986) POSITION- 44 10 59.     (N) 101 50 51.     (W)   SCALED
 PT0736* NAVD 88 ORTHO HEIGHT -   799.540 (meters)     2623.16  (feet) ADJUSTED
 PT0736  ______________________________________________________________________
 PT0736  GEOID HEIGHT    -        -20.380 (meters)                     GEOID18
 PT0736  DYNAMIC HEIGHT  -        799.311 (meters)     2622.41  (feet) COMP
 PT0736  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PT0736
 PT0736  VERT ORDER      -  SECOND    CLASS 0
 PT0736
 PT0736.The horizontal coordinates were scaled from a map and have
 PT0736.an estimated accuracy of +/- 6 seconds.
 PT0736
 PT0736.The orthometric height was determined by differential leveling and
 PT0736.adjusted by the NATIONAL GEODETIC SURVEY
 PT0736.in June 1991.
 PT0736
 PT0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0736.GEOID18 height accuracy estimate available here.
 PT0736
 PT0736.Click photographs - Photos may exist for this station.
 PT0736
 PT0736.The dynamic height is computed by dividing the NAVD 88
 PT0736.geopotential number by the normal gravity value computed on the
 PT0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0736.degrees latitude (g = 980.6199 gals.).
 PT0736
 PT0736.The modeled gravity was interpolated from observed gravity values.
 PT0736
 PT0736;                    North         East    Units  Estimated Accuracy
 PT0736;SPC SD S     -   206,600.      478,940.      MT  (+/- 180 meters Scaled)
 PT0736
 PT0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP724961(NAD 83)
 PT0736
 PT0736                          SUPERSEDED SURVEY CONTROL
 PT0736
 PT0736  NGVD 29 (??/??/92)  799.08   (m)         2621.6    (f) COMPUTED    2 0
 PT0736
 PT0736.Superseded values are not recommended for survey control.
 PT0736
 PT0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0736.See file dsdata.pdf to determine how the superseded data were derived.
 PT0736
 PT0736_MARKER: DR = REFERENCE MARK DISK
 PT0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0736_STAMPING: C 10 H NO 2 1961
 PT0736_MARK LOGO: CGS
 PT0736_PROJECTION: FLUSH
 PT0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0736+STABILITY: SURFACE MOTION
 PT0736
 PT0736  HISTORY     - Date     Condition        Report By
 PT0736  HISTORY     - 1961     MONUMENTED       CGS
 PT0736  HISTORY     - 1962     GOOD             CGS
 PT0736
 PT0736                          STATION DESCRIPTION
 PT0736
 PT0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0736'7.5 MI S FROM HILLAND.
 PT0736'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0736'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0736'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, IN
 PT0736'SECTION 29, T 3 N, R 19 E, ON THE CREST OF A HILL, 29 FEET
 PT0736'NORTH OF THE CENTER LINE OF AN EAST-WEST TRAIL ROAD, 55 FEET
 PT0736'WEST OF THE CENTER OF A WIRE GATE, 2 FEET SOUTH OF A FENCE,
 PT0736'36.5 FEET WEST OF C 10 H 1961, ABOUT LEVEL WITH THE ROAD, AND
 PT0736'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1558 ***********************************************************************
 PU1558  DESIGNATION -  C 11
 PU1558  PID         -  PU1558
 PU1558  STATE/COUNTY-  SD/PENNINGTON
 PU1558  COUNTRY     -  US
 PU1558  USGS QUAD   -  BOX ELDER (2017)
 PU1558
 PU1558                         *CURRENT SURVEY CONTROL
 PU1558  ______________________________________________________________________
 PU1558* NAD 83(1986) POSITION- 44 01 01.     (N) 103 03 03.     (W)   SCALED
 PU1558* NAVD 88 ORTHO HEIGHT -   905.785 (meters)     2971.73  (feet) ADJUSTED
 PU1558  ______________________________________________________________________
 PU1558  GEOID HEIGHT    -        -16.786 (meters)                     GEOID18
 PU1558  DYNAMIC HEIGHT  -        905.473 (meters)     2970.71  (feet) COMP
 PU1558  MODELED GRAVITY -    980,243.1   (mgal)                       NAVD 88
 PU1558
 PU1558  VERT ORDER      -  FIRST     CLASS II
 PU1558
 PU1558.The horizontal coordinates were scaled from a map and have
 PU1558.an estimated accuracy of +/- 6 seconds.
 PU1558
 PU1558.The orthometric height was determined by differential leveling and
 PU1558.adjusted by the NATIONAL GEODETIC SURVEY
 PU1558.in June 1991.
 PU1558
 PU1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1558.GEOID18 height accuracy estimate available here.
 PU1558
 PU1558.Click photographs - Photos may exist for this station.
 PU1558
 PU1558.The dynamic height is computed by dividing the NAVD 88
 PU1558.geopotential number by the normal gravity value computed on the
 PU1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1558.degrees latitude (g = 980.6199 gals.).
 PU1558
 PU1558.The modeled gravity was interpolated from observed gravity values.
 PU1558
 PU1558;                    North         East    Units  Estimated Accuracy
 PU1558;SPC SD S     -   190,600.      382,160.      MT  (+/- 180 meters Scaled)
 PU1558
 PU1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ562756(NAD 83)
 PU1558
 PU1558                          SUPERSEDED SURVEY CONTROL
 PU1558
 PU1558  NGVD 29 (??/??/92)  905.310  (m)         2970.17   (f) ADJ UNCH    1 2
 PU1558
 PU1558.Superseded values are not recommended for survey control.
 PU1558
 PU1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1558.See file dsdata.pdf to determine how the superseded data were derived.
 PU1558
 PU1558_MARKER: DB = BENCH MARK DISK
 PU1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1558_STAMPING: C 11 1925 2970.129
 PU1558_MARK LOGO: CGS
 PU1558_PROJECTION: FLUSH
 PU1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1558+STABILITY: SURFACE MOTION
 PU1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1558+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 PU1558
 PU1558  HISTORY     - Date     Condition        Report By
 PU1558  HISTORY     - 1925     MONUMENTED       CGS
 PU1558  HISTORY     - 1962     GOOD             CGS
 PU1558  HISTORY     - 1985     GOOD             NGS
 PU1558  HISTORY     - 20110426 GOOD             INDIV
 PU1558
 PU1558                          STATION DESCRIPTION
 PU1558
 PU1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1558'10.3 MI SE FROM RAPID CITY.
 PU1558'ABOUT 10.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1558'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1558'STATION AT RAPID CITY, 0.15 MILE WEST OF MILE POST 650, 59 FEET
 PU1558'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 66 FEET WEST OF THE
 PU1558'CENTER OF A GRADED DIRT ROAD, 39 FEET SOUTH OF THE SOUTH RAIL,
 PU1558'26 1/2 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 PU1558'TELEPHONE POLES, 8 1/2 FEET NORTH OF A FENCE, 1.3 FEET SOUTH
 PU1558'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAILS, AND
 PU1558'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PU1558
 PU1558                          STATION RECOVERY (1985)
 PU1558
 PU1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1558'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 PU1558'(0.2 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID
 PU1558'CITY, THENCE 14.6 KM (9.1 MI) SOUTHEAST ALONG STATE HIGHWAY 44, IN THE
 PU1558'SOUTHWEST CORNER OF THE INTERSECTION OF COUNTY ROAD T 255 AND THE
 PU1558'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 0.65 KM (0.4 MI)
 PU1558'SOUTHEAST OF MILEPOST 55, 46.0 METERS (151 FT) SOUTHWEST ACROSS THE
 PU1558'RAILROAD FROM THE HIGHWAY CENTERLINE, 20.1 METERS (66 FT) WEST OF THE
 PU1558'CENTER OF THE ROAD AND 12.0 METERS (39.5 FT) SOUTHWEST OF THE
 PU1558'SOUTHWEST RAIL.
 PU1558'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 PU1558'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 PU1558
 PU1558                          STATION RECOVERY (2011)
 PU1558
 PU1558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0699 ***********************************************************************
 PT0699  DESIGNATION -  C 11 E
 PT0699  PID         -  PT0699
 PT0699  STATE/COUNTY-  SD/HAAKON
 PT0699  COUNTRY     -  US
 PT0699  USGS QUAD   -  HILLAND (2017)
 PT0699
 PT0699                         *CURRENT SURVEY CONTROL
 PT0699  ______________________________________________________________________
 PT0699* NAD 83(1986) POSITION- 44 16 56.     (N) 101 45 17.     (W)   SCALED
 PT0699* NAVD 88 ORTHO HEIGHT -   781.741 (meters)     2564.76  (feet) ADJUSTED
 PT0699  ______________________________________________________________________
 PT0699  GEOID HEIGHT    -        -20.703 (meters)                     GEOID18
 PT0699  DYNAMIC HEIGHT  -        781.522 (meters)     2564.04  (feet) COMP
 PT0699  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PT0699
 PT0699  VERT ORDER      -  SECOND    CLASS 0
 PT0699
 PT0699.The horizontal coordinates were scaled from a map and have
 PT0699.an estimated accuracy of +/- 6 seconds.
 PT0699
 PT0699.The orthometric height was determined by differential leveling and
 PT0699.adjusted by the NATIONAL GEODETIC SURVEY
 PT0699.in June 1991.
 PT0699
 PT0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0699.GEOID18 height accuracy estimate available here.
 PT0699
 PT0699.Click photographs - Photos may exist for this station.
 PT0699
 PT0699.The dynamic height is computed by dividing the NAVD 88
 PT0699.geopotential number by the normal gravity value computed on the
 PT0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0699.degrees latitude (g = 980.6199 gals.).
 PT0699
 PT0699.The modeled gravity was interpolated from observed gravity values.
 PT0699
 PT0699;                    North         East    Units  Estimated Accuracy
 PT0699;SPC SD S     -   217,480.      486,550.      MT  (+/- 180 meters Scaled)
 PT0699
 PT0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ801069(NAD 83)
 PT0699
 PT0699                          SUPERSEDED SURVEY CONTROL
 PT0699
 PT0699  NGVD 29 (??/??/92)  781.274  (m)         2563.23   (f) ADJ UNCH    2 0
 PT0699
 PT0699.Superseded values are not recommended for survey control.
 PT0699
 PT0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0699.See file dsdata.pdf to determine how the superseded data were derived.
 PT0699
 PT0699_MARKER: DS = TRIANGULATION STATION DISK
 PT0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0699_STAMPING: C 11 E 1961
 PT0699_MARK LOGO: CGS
 PT0699_PROJECTION: FLUSH
 PT0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0699+STABILITY: SURFACE MOTION
 PT0699
 PT0699  HISTORY     - Date     Condition        Report By
 PT0699  HISTORY     - 1961     MONUMENTED       CGS
 PT0699  HISTORY     - 1962     GOOD             CGS
 PT0699
 PT0699                          STATION DESCRIPTION
 PT0699
 PT0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0699'5.4 MI E FROM HILLAND.
 PT0699'ABOUT 5.2 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0699'CEMETERY AT HILLAND, THENCE 0.15 MILE SOUTH ACROSS A PASTURE TO
 PT0699'THE CREST OF A HILL, IN SECTION 30, T 4 N, R 20 E, ABOUT 0.15
 PT0699'MILE SOUTH OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT
 PT0699'4 FEET, ABOUT 0.1 MILE NORTHWEST OF AN 18-INCH CONCRETE CYLINDER
 PT0699'WHICH PROJECTS ABOUT 4 FEET, AND SET IN THE TOP OF A CONCRETE
 PT0699'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0698 ***********************************************************************
 PT0698  DESIGNATION -  C 11 E RM 1
 PT0698  PID         -  PT0698
 PT0698  STATE/COUNTY-  SD/HAAKON
 PT0698  COUNTRY     -  US
 PT0698  USGS QUAD   -  HILLAND (2017)
 PT0698
 PT0698                         *CURRENT SURVEY CONTROL
 PT0698  ______________________________________________________________________
 PT0698* NAD 83(1986) POSITION- 44 16 56.     (N) 101 45 17.     (W)   SCALED
 PT0698* NAVD 88 ORTHO HEIGHT -   781.437 (meters)     2563.76  (feet) ADJUSTED
 PT0698  ______________________________________________________________________
 PT0698  GEOID HEIGHT    -        -20.703 (meters)                     GEOID18
 PT0698  DYNAMIC HEIGHT  -        781.217 (meters)     2563.04  (feet) COMP
 PT0698  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PT0698
 PT0698  VERT ORDER      -  SECOND    CLASS 0
 PT0698
 PT0698.The horizontal coordinates were scaled from a map and have
 PT0698.an estimated accuracy of +/- 6 seconds.
 PT0698
 PT0698.The orthometric height was determined by differential leveling and
 PT0698.adjusted by the NATIONAL GEODETIC SURVEY
 PT0698.in June 1991.
 PT0698
 PT0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0698.GEOID18 height accuracy estimate available here.
 PT0698
 PT0698.Click photographs - Photos may exist for this station.
 PT0698
 PT0698.The dynamic height is computed by dividing the NAVD 88
 PT0698.geopotential number by the normal gravity value computed on the
 PT0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0698.degrees latitude (g = 980.6199 gals.).
 PT0698
 PT0698.The modeled gravity was interpolated from observed gravity values.
 PT0698
 PT0698;                    North         East    Units  Estimated Accuracy
 PT0698;SPC SD S     -   217,480.      486,550.      MT  (+/- 180 meters Scaled)
 PT0698
 PT0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ801069(NAD 83)
 PT0698
 PT0698                          SUPERSEDED SURVEY CONTROL
 PT0698
 PT0698  NGVD 29 (??/??/92)  780.969  (m)         2562.23   (f) ADJ UNCH    2 0
 PT0698
 PT0698.Superseded values are not recommended for survey control.
 PT0698
 PT0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0698.See file dsdata.pdf to determine how the superseded data were derived.
 PT0698
 PT0698_MARKER: DR = REFERENCE MARK DISK
 PT0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0698_STAMPING: C 11 E NO 1 1961
 PT0698_MARK LOGO: CGS
 PT0698_PROJECTION: FLUSH
 PT0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0698+STABILITY: SURFACE MOTION
 PT0698
 PT0698  HISTORY     - Date     Condition        Report By
 PT0698  HISTORY     - 1961     MONUMENTED       CGS
 PT0698  HISTORY     - 1962     GOOD             CGS
 PT0698
 PT0698                          STATION DESCRIPTION
 PT0698
 PT0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0698'5.4 MI E FROM HILLAND.
 PT0698'ABOUT 5.2 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0698'CEMETERY AT HILLAND, THENCE 0.15 MILE SOUTH ACROSS A PASTURE
 PT0698'TO THE CREST OF A HILL, IN SECTION 30, T 4 N, R 20 E, ABOUT 0.15
 PT0698'MILE SOUTH OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT
 PT0698'4 FEET, 47.4 FEET NORTHEAST OF C 11 1961, AND SET IN THE TOP OF
 PT0698'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0700 ***********************************************************************
 PT0700  DESIGNATION -  C 11 E RM 2
 PT0700  PID         -  PT0700
 PT0700  STATE/COUNTY-  SD/HAAKON
 PT0700  COUNTRY     -  US
 PT0700  USGS QUAD   -  HILLAND (2017)
 PT0700
 PT0700                         *CURRENT SURVEY CONTROL
 PT0700  ______________________________________________________________________
 PT0700* NAD 83(1986) POSITION- 44 16 56.     (N) 101 45 17.     (W)   SCALED
 PT0700* NAVD 88 ORTHO HEIGHT -   781.114 (meters)     2562.70  (feet) ADJUSTED
 PT0700  ______________________________________________________________________
 PT0700  GEOID HEIGHT    -        -20.703 (meters)                     GEOID18
 PT0700  DYNAMIC HEIGHT  -        780.894 (meters)     2561.98  (feet) COMP
 PT0700  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PT0700
 PT0700  VERT ORDER      -  SECOND    CLASS 0
 PT0700
 PT0700.The horizontal coordinates were scaled from a map and have
 PT0700.an estimated accuracy of +/- 6 seconds.
 PT0700
 PT0700.The orthometric height was determined by differential leveling and
 PT0700.adjusted by the NATIONAL GEODETIC SURVEY
 PT0700.in June 1991.
 PT0700
 PT0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0700.GEOID18 height accuracy estimate available here.
 PT0700
 PT0700.Click photographs - Photos may exist for this station.
 PT0700
 PT0700.The dynamic height is computed by dividing the NAVD 88
 PT0700.geopotential number by the normal gravity value computed on the
 PT0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0700.degrees latitude (g = 980.6199 gals.).
 PT0700
 PT0700.The modeled gravity was interpolated from observed gravity values.
 PT0700
 PT0700;                    North         East    Units  Estimated Accuracy
 PT0700;SPC SD S     -   217,480.      486,550.      MT  (+/- 180 meters Scaled)
 PT0700
 PT0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ801069(NAD 83)
 PT0700
 PT0700                          SUPERSEDED SURVEY CONTROL
 PT0700
 PT0700  NGVD 29 (??/??/92)  780.646  (m)         2561.17   (f) ADJ UNCH    2 0
 PT0700
 PT0700.Superseded values are not recommended for survey control.
 PT0700
 PT0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0700.See file dsdata.pdf to determine how the superseded data were derived.
 PT0700
 PT0700_MARKER: DR = REFERENCE MARK DISK
 PT0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0700_STAMPING: A 11 E NO 2 1961
 PT0700_MARK LOGO: CGS
 PT0700_PROJECTION: FLUSH
 PT0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0700+STABILITY: SURFACE MOTION
 PT0700
 PT0700  HISTORY     - Date     Condition        Report By
 PT0700  HISTORY     - 1961     MONUMENTED       CGS
 PT0700  HISTORY     - 1962     GOOD             CGS
 PT0700
 PT0700                          STATION DESCRIPTION
 PT0700
 PT0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0700'5.4 MI E FROM HILLAND.
 PT0700'ABOUT 5.2 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0700'CEMETERY AT HILLAND, THENCE 0.15 MILE SOUTH ACROSS A PASTURE
 PT0700'TO THE CREST OF A HILL, IN SECTION 30, T 4 N, R 20 E, 60.3 FEET
 PT0700'SOUTHEAST OF C 11 E 1961, AND SET IN THE TOP OF A CONCRETE POST
 PT0700'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0695 ***********************************************************************
 PT0695  DESIGNATION -  C 11 F
 PT0695  PID         -  PT0695
 PT0695  STATE/COUNTY-  SD/HAAKON
 PT0695  COUNTRY     -  US
 PT0695  USGS QUAD   -  ELBON (2017)
 PT0695
 PT0695                         *CURRENT SURVEY CONTROL
 PT0695  ______________________________________________________________________
 PT0695* NAD 83(1986) POSITION- 44 16 44.     (N) 101 44 53.     (W)   SCALED
 PT0695* NAVD 88 ORTHO HEIGHT -   789.298 (meters)     2589.56  (feet) ADJUSTED
 PT0695  ______________________________________________________________________
 PT0695  GEOID HEIGHT    -        -20.725 (meters)                     GEOID18
 PT0695  DYNAMIC HEIGHT  -        789.076 (meters)     2588.83  (feet) COMP
 PT0695  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 PT0695
 PT0695  VERT ORDER      -  SECOND    CLASS 0
 PT0695
 PT0695.The horizontal coordinates were scaled from a map and have
 PT0695.an estimated accuracy of +/- 6 seconds.
 PT0695
 PT0695.The orthometric height was determined by differential leveling and
 PT0695.adjusted by the NATIONAL GEODETIC SURVEY
 PT0695.in June 1991.
 PT0695
 PT0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0695.GEOID18 height accuracy estimate available here.
 PT0695
 PT0695.Click photographs - Photos may exist for this station.
 PT0695
 PT0695.The dynamic height is computed by dividing the NAVD 88
 PT0695.geopotential number by the normal gravity value computed on the
 PT0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0695.degrees latitude (g = 980.6199 gals.).
 PT0695
 PT0695.The modeled gravity was interpolated from observed gravity values.
 PT0695
 PT0695;                    North         East    Units  Estimated Accuracy
 PT0695;SPC SD S     -   217,100.      487,070.      MT  (+/- 180 meters Scaled)
 PT0695
 PT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ807065(NAD 83)
 PT0695
 PT0695                          SUPERSEDED SURVEY CONTROL
 PT0695
 PT0695  NGVD 29 (??/??/92)  788.83   (m)         2588.0    (f) COMPUTED    2 0
 PT0695
 PT0695.Superseded values are not recommended for survey control.
 PT0695
 PT0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0695.See file dsdata.pdf to determine how the superseded data were derived.
 PT0695
 PT0695_MARKER: DS = TRIANGULATION STATION DISK
 PT0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0695_STAMPING: C 11 F 1961
 PT0695_MARK LOGO: CGS
 PT0695_PROJECTION: FLUSH
 PT0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0695+STABILITY: SURFACE MOTION
 PT0695
 PT0695  HISTORY     - Date     Condition        Report By
 PT0695  HISTORY     - 1961     MONUMENTED       CGS
 PT0695  HISTORY     - 1962     GOOD             CGS
 PT0695
 PT0695                          STATION DESCRIPTION
 PT0695
 PT0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0695'5.8 MI E FROM HILLAND.
 PT0695'ABOUT 5.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0695'CEMETERY AT HILLAND, THENCE 0.35 MILE SOUTH ALONG A TRAIL ROAD AND
 PT0695'NORTH-SOUTH FENCE LINE, IN SECTION 29, T 4 N, R 20 E, 17 FEET
 PT0695'EAST OF THE CENTER LINE OF THE TRAIL ROAD, 3 1/2 FEET WEST OF
 PT0695'A FENCE, 5.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PT0695'WITH THE TRAIL, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0695'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0694 ***********************************************************************
 PT0694  DESIGNATION -  C 11 F AZ MK
 PT0694  PID         -  PT0694
 PT0694  STATE/COUNTY-  SD/HAAKON
 PT0694  COUNTRY     -  US
 PT0694  USGS QUAD   -  ELBON (2017)
 PT0694
 PT0694                         *CURRENT SURVEY CONTROL
 PT0694  ______________________________________________________________________
 PT0694* NAD 83(1986) POSITION- 44 17 16.     (N) 101 44 55.     (W)   SCALED
 PT0694* NAVD 88 ORTHO HEIGHT -   774.953 (meters)     2542.49  (feet) ADJUSTED
 PT0694  ______________________________________________________________________
 PT0694  GEOID HEIGHT    -        -20.724 (meters)                     GEOID18
 PT0694  DYNAMIC HEIGHT  -        774.735 (meters)     2541.78  (feet) COMP
 PT0694  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 PT0694
 PT0694  VERT ORDER      -  SECOND    CLASS 0
 PT0694
 PT0694.The horizontal coordinates were scaled from a map and have
 PT0694.an estimated accuracy of +/- 6 seconds.
 PT0694
 PT0694.The orthometric height was determined by differential leveling and
 PT0694.adjusted by the NATIONAL GEODETIC SURVEY
 PT0694.in June 1991.
 PT0694
 PT0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0694.GEOID18 height accuracy estimate available here.
 PT0694
 PT0694.Click photographs - Photos may exist for this station.
 PT0694
 PT0694.The dynamic height is computed by dividing the NAVD 88
 PT0694.geopotential number by the normal gravity value computed on the
 PT0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0694.degrees latitude (g = 980.6199 gals.).
 PT0694
 PT0694.The modeled gravity was interpolated from observed gravity values.
 PT0694
 PT0694;                    North         East    Units  Estimated Accuracy
 PT0694;SPC SD S     -   218,090.      487,040.      MT  (+/- 180 meters Scaled)
 PT0694
 PT0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ806075(NAD 83)
 PT0694
 PT0694                          SUPERSEDED SURVEY CONTROL
 PT0694
 PT0694  NGVD 29 (??/??/92)  774.48   (m)         2540.9    (f) COMPUTED    2 0
 PT0694
 PT0694.Superseded values are not recommended for survey control.
 PT0694
 PT0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0694.See file dsdata.pdf to determine how the superseded data were derived.
 PT0694
 PT0694_MARKER: DZ = AZIMUTH MARK DISK
 PT0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0694_STAMPING: C 11 F 1961
 PT0694_MARK LOGO: CGS
 PT0694_PROJECTION: FLUSH
 PT0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0694+STABILITY: SURFACE MOTION
 PT0694
 PT0694  HISTORY     - Date     Condition        Report By
 PT0694  HISTORY     - 1961     MONUMENTED       CGS
 PT0694  HISTORY     - 1962     GOOD             CGS
 PT0694
 PT0694                          STATION DESCRIPTION
 PT0694
 PT0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0694'5.8 MI E FROM HILLAND.
 PT0694'ABOUT 5.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0694'CEMETERY AT HILLAND, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT
 PT0694'ROAD, ABOUT MIDWAY BETWEEN 2 POWER POLES, IN SECTION 19, T 4 N,
 PT0694'R 20 E, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET
 PT0694'WEST OF A FENCE, 3.2 FEET NORTHWEST OF A METAL WITNESS POST,
 PT0694'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0694'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0697 ***********************************************************************
 PT0697  DESIGNATION -  C 11 F RM 1
 PT0697  PID         -  PT0697
 PT0697  STATE/COUNTY-  SD/HAAKON
 PT0697  COUNTRY     -  US
 PT0697  USGS QUAD   -  ELBON (2017)
 PT0697
 PT0697                         *CURRENT SURVEY CONTROL
 PT0697  ______________________________________________________________________
 PT0697* NAD 83(1986) POSITION- 44 16 44.     (N) 101 44 53.     (W)   SCALED
 PT0697* NAVD 88 ORTHO HEIGHT -   789.334 (meters)     2589.67  (feet) ADJUSTED
 PT0697  ______________________________________________________________________
 PT0697  GEOID HEIGHT    -        -20.725 (meters)                     GEOID18
 PT0697  DYNAMIC HEIGHT  -        789.112 (meters)     2588.95  (feet) COMP
 PT0697  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 PT0697
 PT0697  VERT ORDER      -  SECOND    CLASS 0
 PT0697
 PT0697.The horizontal coordinates were scaled from a map and have
 PT0697.an estimated accuracy of +/- 6 seconds.
 PT0697
 PT0697.The orthometric height was determined by differential leveling and
 PT0697.adjusted by the NATIONAL GEODETIC SURVEY
 PT0697.in June 1991.
 PT0697
 PT0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0697.GEOID18 height accuracy estimate available here.
 PT0697
 PT0697.Click photographs - Photos may exist for this station.
 PT0697
 PT0697.The dynamic height is computed by dividing the NAVD 88
 PT0697.geopotential number by the normal gravity value computed on the
 PT0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0697.degrees latitude (g = 980.6199 gals.).
 PT0697
 PT0697.The modeled gravity was interpolated from observed gravity values.
 PT0697
 PT0697;                    North         East    Units  Estimated Accuracy
 PT0697;SPC SD S     -   217,100.      487,070.      MT  (+/- 180 meters Scaled)
 PT0697
 PT0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ807065(NAD 83)
 PT0697
 PT0697                          SUPERSEDED SURVEY CONTROL
 PT0697
 PT0697  NGVD 29 (??/??/92)  788.87   (m)         2588.2    (f) COMPUTED    2 0
 PT0697
 PT0697.Superseded values are not recommended for survey control.
 PT0697
 PT0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0697.See file dsdata.pdf to determine how the superseded data were derived.
 PT0697
 PT0697_MARKER: DR = REFERENCE MARK DISK
 PT0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0697_STAMPING: C 11 F NO 1 1961
 PT0697_MARK LOGO: CGS
 PT0697_PROJECTION: FLUSH
 PT0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0697+STABILITY: SURFACE MOTION
 PT0697
 PT0697  HISTORY     - Date     Condition        Report By
 PT0697  HISTORY     - 1961     MONUMENTED       CGS
 PT0697  HISTORY     - 1962     GOOD             CGS
 PT0697
 PT0697                          STATION DESCRIPTION
 PT0697
 PT0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0697'5.8 MI E FROM HILLAND.
 PT0697'ABOUT 5.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0697'CEMETERY AT HILLAND, THENCE 0.35 MILE SOUTH ALONG A TRAIL ROAD
 PT0697'AND NORTH-SOUTH FENCE LINE, IN SECTION 29, T 4 N, R 20 E, 21
 PT0697'FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 33.0 FEET SOUTH
 PT0697'OF C 11 F 1961, 1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE
 PT0697'TRAIL, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 PT0697'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0696 ***********************************************************************
 PT0696  DESIGNATION -  C 11 F RM 2
 PT0696  PID         -  PT0696
 PT0696  STATE/COUNTY-  SD/HAAKON
 PT0696  COUNTRY     -  US
 PT0696  USGS QUAD   -  ELBON (2017)
 PT0696
 PT0696                         *CURRENT SURVEY CONTROL
 PT0696  ______________________________________________________________________
 PT0696* NAD 83(1986) POSITION- 44 16 44.     (N) 101 44 53.     (W)   SCALED
 PT0696* NAVD 88 ORTHO HEIGHT -   789.235 (meters)     2589.35  (feet) ADJUSTED
 PT0696  ______________________________________________________________________
 PT0696  GEOID HEIGHT    -        -20.725 (meters)                     GEOID18
 PT0696  DYNAMIC HEIGHT  -        789.013 (meters)     2588.62  (feet) COMP
 PT0696  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 PT0696
 PT0696  VERT ORDER      -  SECOND    CLASS 0
 PT0696
 PT0696.The horizontal coordinates were scaled from a map and have
 PT0696.an estimated accuracy of +/- 6 seconds.
 PT0696
 PT0696.The orthometric height was determined by differential leveling and
 PT0696.adjusted by the NATIONAL GEODETIC SURVEY
 PT0696.in June 1991.
 PT0696
 PT0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0696.GEOID18 height accuracy estimate available here.
 PT0696
 PT0696.Click photographs - Photos may exist for this station.
 PT0696
 PT0696.The dynamic height is computed by dividing the NAVD 88
 PT0696.geopotential number by the normal gravity value computed on the
 PT0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0696.degrees latitude (g = 980.6199 gals.).
 PT0696
 PT0696.The modeled gravity was interpolated from observed gravity values.
 PT0696
 PT0696;                    North         East    Units  Estimated Accuracy
 PT0696;SPC SD S     -   217,100.      487,070.      MT  (+/- 180 meters Scaled)
 PT0696
 PT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ807065(NAD 83)
 PT0696
 PT0696                          SUPERSEDED SURVEY CONTROL
 PT0696
 PT0696  NGVD 29 (??/??/92)  788.77   (m)         2587.8    (f) COMPUTED    2 0
 PT0696
 PT0696.Superseded values are not recommended for survey control.
 PT0696
 PT0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0696.See file dsdata.pdf to determine how the superseded data were derived.
 PT0696
 PT0696_MARKER: DR = REFERENCE MARK DISK
 PT0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0696_STAMPING: C 11 F NO 2 1961
 PT0696_MARK LOGO: CGS
 PT0696_PROJECTION: FLUSH
 PT0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0696+STABILITY: SURFACE MOTION
 PT0696
 PT0696  HISTORY     - Date     Condition        Report By
 PT0696  HISTORY     - 1961     MONUMENTED       CGS
 PT0696  HISTORY     - 1962     GOOD             CGS
 PT0696
 PT0696                          STATION DESCRIPTION
 PT0696
 PT0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0696'5.8 MI E FROM HILLAND.
 PT0696'ABOUT 5.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0696'CEMETERY AT HILLAND, THENCE 0.35 MILE SOUTH ALONG A TRAIL ROAD
 PT0696'AND NORTH-SOUTH FENCE LINE, IN SECTION 29, T 4 N, R 20 E, 25
 PT0696'FEET WEST OF THE FENCE, 21.4 FEET WEST OF C 11 F 1961, 4 FEET
 PT0696'WEST OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT LEVEL WITH THE
 PT0696'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0696'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0035 ***********************************************************************
 QT0035  DESIGNATION -  C 119
 QT0035  PID         -  QT0035
 QT0035  STATE/COUNTY-  SD/PERKINS
 QT0035  COUNTRY     -  US
 QT0035  USGS QUAD   -  LEMMON (2017)
 QT0035
 QT0035                         *CURRENT SURVEY CONTROL
 QT0035  ______________________________________________________________________
 QT0035* NAD 83(1986) POSITION- 45 56 40.     (N) 102 09 50.     (W)   SCALED
 QT0035* NAVD 88 ORTHO HEIGHT -   786.001 (meters)     2578.74  (feet) ADJUSTED
 QT0035  ______________________________________________________________________
 QT0035  GEOID HEIGHT    -        -18.876 (meters)                     GEOID18
 QT0035  DYNAMIC HEIGHT  -        785.909 (meters)     2578.44  (feet) COMP
 QT0035  MODELED GRAVITY -    980,472.6   (mgal)                       NAVD 88
 QT0035
 QT0035  VERT ORDER      -  SECOND    CLASS 0
 QT0035
 QT0035.The horizontal coordinates were scaled from a map and have
 QT0035.an estimated accuracy of +/- 6 seconds.
 QT0035
 QT0035.The orthometric height was determined by differential leveling and
 QT0035.adjusted by the NATIONAL GEODETIC SURVEY
 QT0035.in June 1991.
 QT0035
 QT0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0035.GEOID18 height accuracy estimate available here.
 QT0035
 QT0035.Click photographs - Photos may exist for this station.
 QT0035
 QT0035.The dynamic height is computed by dividing the NAVD 88
 QT0035.geopotential number by the normal gravity value computed on the
 QT0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0035.degrees latitude (g = 980.6199 gals.).
 QT0035
 QT0035.The modeled gravity was interpolated from observed gravity values.
 QT0035
 QT0035;                    North         East    Units  Estimated Accuracy
 QT0035;SPC SD N     -   236,850.      432,220.      MT  (+/- 180 meters Scaled)
 QT0035
 QT0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL198917(NAD 83)
 QT0035
 QT0035                          SUPERSEDED SURVEY CONTROL
 QT0035
 QT0035  NGVD 29 (??/??/92)  785.508  (m)         2577.12   (f) ADJ UNCH    2 0
 QT0035
 QT0035.Superseded values are not recommended for survey control.
 QT0035
 QT0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0035.See file dsdata.pdf to determine how the superseded data were derived.
 QT0035
 QT0035_MARKER: DB = BENCH MARK DISK
 QT0035_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0035_STAMPING: C 119 1934
 QT0035_MARK LOGO: CGS
 QT0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0035
 QT0035  HISTORY     - Date     Condition        Report By
 QT0035  HISTORY     - 1934     MONUMENTED       CGS
 QT0035  HISTORY     - 1938     GOOD             CGS
 QT0035  HISTORY     - 1974     MARK NOT FOUND   USGS
 QT0035
 QT0035                          STATION DESCRIPTION
 QT0035
 QT0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0035'AT LEMMON.
 QT0035'0.2 OF A MILE WEST OF THE C. M. ST. P. AND P. RR. STATION, 177
 QT0035'FEET WEST OF THE CENTER OF A ROAD CROSSING THE TRACKS, 77 FEET
 QT0035'NORTH OF THE CENTER OF U.S. HIGHWAY NO. 12, 43.3 FEET SOUTH OF
 QT0035'THE CENTER OF THE MAIN TRACK, 7.0 FEET WEST OF A TELEGRAPH POLE,
 QT0035'5.5 FEET NORTH OF A RIGHT OF WAY FENCE, 4.0 FEET SOUTH OF THE
 QT0035'BOUNDARY LINE BETWEEN NORTH DAKOTA AND SOUTH DAKOTA.  A STANDARD
 QT0035'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.  A WITNESS POST
 QT0035'WAS SET 1.0 FOOT EAST OF THE MARK.
 QT0035
 QT0035                          STATION RECOVERY (1974)
 QT0035
 QT0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QT0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0349 ***********************************************************************
 OT0349  DESIGNATION -  C 12
 OT0349  PID         -  OT0349
 OT0349  STATE/COUNTY-  SD/CUSTER
 OT0349  COUNTRY     -  US
 OT0349  USGS QUAD   -  BUFFALO GAP (2017)
 OT0349
 OT0349                         *CURRENT SURVEY CONTROL
 OT0349  ______________________________________________________________________
 OT0349* NAD 83(1986) POSITION- 43 29 24.     (N) 103 18 55.     (W)   SCALED
 OT0349* NAVD 88 ORTHO HEIGHT -   994.662 (meters)     3263.32  (feet) ADJUSTED
 OT0349  ______________________________________________________________________
 OT0349  GEOID HEIGHT    -        -16.075 (meters)                     GEOID18
 OT0349  DYNAMIC HEIGHT  -        994.265 (meters)     3262.02  (feet) COMP
 OT0349  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 OT0349
 OT0349  VERT ORDER      -  FIRST     CLASS II
 OT0349
 OT0349.The horizontal coordinates were scaled from a map and have
 OT0349.an estimated accuracy of +/- 6 seconds.
 OT0349
 OT0349.The orthometric height was determined by differential leveling and
 OT0349.adjusted by the NATIONAL GEODETIC SURVEY
 OT0349.in June 1991.
 OT0349
 OT0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0349.GEOID18 height accuracy estimate available here.
 OT0349
 OT0349.Click photographs - Photos may exist for this station.
 OT0349
 OT0349.The dynamic height is computed by dividing the NAVD 88
 OT0349.geopotential number by the normal gravity value computed on the
 OT0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0349.degrees latitude (g = 980.6199 gals.).
 OT0349
 OT0349.The modeled gravity was interpolated from observed gravity values.
 OT0349
 OT0349;                    North         East    Units  Estimated Accuracy
 OT0349;SPC SD S     -   132,820.      358,860.      MT  (+/- 180 meters Scaled)
 OT0349
 OT0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ362166(NAD 83)
 OT0349
 OT0349                          SUPERSEDED SURVEY CONTROL
 OT0349
 OT0349  NGVD 29 (??/??/92)  994.191  (m)         3261.78   (f) ADJ UNCH    1 2
 OT0349
 OT0349.Superseded values are not recommended for survey control.
 OT0349
 OT0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0349.See file dsdata.pdf to determine how the superseded data were derived.
 OT0349
 OT0349_MARKER: DB = BENCH MARK DISK
 OT0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0349_STAMPING: C 12 1926
 OT0349_MARK LOGO: CGS
 OT0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0349+STABILITY: SURFACE MOTION
 OT0349
 OT0349  HISTORY     - Date     Condition        Report By
 OT0349  HISTORY     - 1926     MONUMENTED       CGS
 OT0349  HISTORY     - 1963     GOOD             CGS
 OT0349  HISTORY     - 1985     GOOD             NGS
 OT0349
 OT0349                          STATION DESCRIPTION
 OT0349
 OT0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0349'0.2 MI SW FROM BUFFALO GAP.
 OT0349'0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN HILLS
 OT0349'BANK AT BUFFALO GAP, THENCE 0.1 MILE WEST ALONG CEDAR STREET, IN
 OT0349'SECTION 32, T 6 S, R 7 E, AT THE INTERSECTION OF CEDAR STREET
 OT0349'AND SOUTH 3RD STREET, 33 FEET NORTH OF THE CENTER LINE OF CEDAR
 OT0349'STREET, 90 FEET EAST OF THE CENTER LINE OF 3RD STREET, 6 FEET
 OT0349'SOUTH OF A FENCE, 5.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OT0349'LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 OT0349'PROJECTING 1 INCH.
 OT0349
 OT0349                          STATION RECOVERY (1985)
 OT0349
 OT0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1948 ***********************************************************************
 PU1948  DESIGNATION -  C 121
 PU1948  PID         -  PU1948
 PU1948  STATE/COUNTY-  SD/BUTTE
 PU1948  COUNTRY     -  US
 PU1948  USGS QUAD   -  NISLAND (2017)
 PU1948
 PU1948                         *CURRENT SURVEY CONTROL
 PU1948  ______________________________________________________________________
 PU1948* NAD 83(1986) POSITION- 44 40 29.     (N) 103 32 52.     (W)   SCALED
 PU1948* NAVD 88 ORTHO HEIGHT -   871.220 (meters)     2858.33  (feet) ADJUSTED
 PU1948  ______________________________________________________________________
 PU1948  GEOID HEIGHT    -        -16.021 (meters)                     GEOID18
 PU1948  DYNAMIC HEIGHT  -        870.989 (meters)     2857.57  (feet) COMP
 PU1948  MODELED GRAVITY -    980,323.4   (mgal)                       NAVD 88
 PU1948
 PU1948  VERT ORDER      -  SECOND    CLASS 0
 PU1948
 PU1948.The horizontal coordinates were scaled from a map and have
 PU1948.an estimated accuracy of +/- 6 seconds.
 PU1948
 PU1948.The orthometric height was determined by differential leveling and
 PU1948.adjusted by the NATIONAL GEODETIC SURVEY
 PU1948.in June 1991.
 PU1948
 PU1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1948.GEOID18 height accuracy estimate available here.
 PU1948
 PU1948.Click photographs - Photos may exist for this station.
 PU1948
 PU1948.The dynamic height is computed by dividing the NAVD 88
 PU1948.geopotential number by the normal gravity value computed on the
 PU1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1948.degrees latitude (g = 980.6199 gals.).
 PU1948
 PU1948.The modeled gravity was interpolated from observed gravity values.
 PU1948
 PU1948;                    North         East    Units  Estimated Accuracy
 PU1948;SPC SD N     -    99,660.      318,790.      MT  (+/- 180 meters Scaled)
 PU1948
 PU1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK151478(NAD 83)
 PU1948
 PU1948                          SUPERSEDED SURVEY CONTROL
 PU1948
 PU1948  NGVD 29 (??/??/92)  870.734  (m)         2856.73   (f) ADJ UNCH    2 0
 PU1948
 PU1948.Superseded values are not recommended for survey control.
 PU1948
 PU1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1948.See file dsdata.pdf to determine how the superseded data were derived.
 PU1948
 PU1948_MARKER: DB = BENCH MARK DISK
 PU1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1948_STAMPING: C 121 1934
 PU1948_MARK LOGO: CGS
 PU1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1948+STABILITY: SURFACE MOTION
 PU1948
 PU1948  HISTORY     - Date     Condition        Report By
 PU1948  HISTORY     - 1934     MONUMENTED       CGS
 PU1948  HISTORY     - 1962     GOOD             CGS
 PU1948  HISTORY     - 1962     GOOD             CGS
 PU1948  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1948
 PU1948                          STATION DESCRIPTION
 PU1948
 PU1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1948'0.2 MI E FROM NISLAND.
 PU1948'0.2 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1948'THE STATION AT NISLAND, AT THE EAST END OF TOWN, AT A GRADED
 PU1948'ROAD CROSSING, 128 FEET NORTHEAST OF THE CENTERLINE OF THE
 PU1948'CROSSING, 45.4 FEET NORTH OF THE NORTH RAIL, 24 FEET NORTHEAST
 PU1948'OF A TELEGRAPH POLE, 2 FEET SOUTH OF A FENCE LINE, 1.3 FEET
 PU1948'WEST OF A WITNESS POST, 2 FEET ABOVE THE TRACK, A CONCRETE
 PU1948'POST PROJECTING ABOUT 0.2 OF A FOOT.
 PU1948
 PU1948                          STATION RECOVERY (1962)
 PU1948
 PU1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1948'RECOVERED IN GOOD CONDITION.
 PU1948
 PU1948                          STATION RECOVERY (1995)
 PU1948
 PU1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1948'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0734 ***********************************************************************
 PU0734  DESIGNATION -  C 122
 PU0734  PID         -  PU0734
 PU0734  STATE/COUNTY-  SD/MEADE
 PU0734  COUNTRY     -  US
 PU0734  USGS QUAD   -  CAMP CREEK (2017)
 PU0734
 PU0734                         *CURRENT SURVEY CONTROL
 PU0734  ______________________________________________________________________
 PU0734* NAD 83(1986) POSITION- 44 57 15.     (N) 102 52 36.     (W)   SCALED
 PU0734* NAVD 88 ORTHO HEIGHT -   849.850 (meters)     2788.22  (feet) ADJUSTED
 PU0734  ______________________________________________________________________
 PU0734  GEOID HEIGHT    -        -17.443 (meters)                     GEOID18
 PU0734  DYNAMIC HEIGHT  -        849.670 (meters)     2787.63  (feet) COMP
 PU0734  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PU0734
 PU0734  VERT ORDER      -  SECOND    CLASS 0
 PU0734
 PU0734.The horizontal coordinates were scaled from a map and have
 PU0734.an estimated accuracy of +/- 6 seconds.
 PU0734
 PU0734.The orthometric height was determined by differential leveling and
 PU0734.adjusted by the NATIONAL GEODETIC SURVEY
 PU0734.in June 1991.
 PU0734
 PU0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0734.GEOID18 height accuracy estimate available here.
 PU0734
 PU0734.Click photographs - Photos may exist for this station.
 PU0734
 PU0734.The dynamic height is computed by dividing the NAVD 88
 PU0734.geopotential number by the normal gravity value computed on the
 PU0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0734.degrees latitude (g = 980.6199 gals.).
 PU0734
 PU0734.The modeled gravity was interpolated from observed gravity values.
 PU0734
 PU0734;                    North         East    Units  Estimated Accuracy
 PU0734;SPC SD N     -   128,580.      373,060.      MT  (+/- 180 meters Scaled)
 PU0734
 PU0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK674800(NAD 83)
 PU0734
 PU0734                          SUPERSEDED SURVEY CONTROL
 PU0734
 PU0734  NGVD 29 (??/??/92)  849.382  (m)         2786.68   (f) ADJ UNCH    2 0
 PU0734
 PU0734.Superseded values are not recommended for survey control.
 PU0734
 PU0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0734.See file dsdata.pdf to determine how the superseded data were derived.
 PU0734
 PU0734_MARKER: DB = BENCH MARK DISK
 PU0734_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0734_STAMPING: C 122 1934
 PU0734_MARK LOGO: CGS
 PU0734_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0734
 PU0734  HISTORY     - Date     Condition        Report By
 PU0734  HISTORY     - 1934     MONUMENTED       CGS
 PU0734  HISTORY     - 1975     GOOD             NGS
 PU0734
 PU0734                          STATION DESCRIPTION
 PU0734
 PU0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU0734'3.8 MI S FROM MUD BUTTE.
 PU0734'3.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MUD
 PU0734'BUTTE, 0.15 MILE SOUTHEAST OF WHERE THE ROAD CURVES FROM THE
 PU0734'NORTH TO SOUTHEAST, 45 FEET SOUTHWEST OF THE CENTER OF THE
 PU0734'ROAD, 1.0 FOOT EAST OF A METAL WITNESS POST, AND 1.0 FOOT NORTH
 PU0734'OF ANOTHER METAL WITNESS POST.  IT IS SET IN THE TOP OF A
 PU0734'6 X 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1088 ***********************************************************************
 PU1088  DESIGNATION -  C 124 RESET
 PU1088  PID         -  PU1088
 PU1088  STATE/COUNTY-  SD/BUTTE
 PU1088  COUNTRY     -  US
 PU1088  USGS QUAD   -  CASTLE ROCK (2017)
 PU1088
 PU1088                         *CURRENT SURVEY CONTROL
 PU1088  ______________________________________________________________________
 PU1088* NAD 83(1986) POSITION- 44 53 09.     (N) 103 25 31.     (W)   SCALED
 PU1088* NAVD 88 ORTHO HEIGHT -   916.53  (meters)     3007.0   (feet) RESET
 PU1088  ______________________________________________________________________
 PU1088  GEOID HEIGHT    -        -16.410 (meters)                     GEOID18
 PU1088  VERT ORDER      -  THIRD
 PU1088
 PU1088.The horizontal coordinates were scaled from a map and have
 PU1088.an estimated accuracy of +/- 6 seconds.
 PU1088
 PU1088.The orthometric height was computed from unverified reset data.
 PU1088
 PU1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1088.GEOID18 height accuracy estimate available here.
 PU1088
 PU1088.Click photographs - Photos may exist for this station.
 PU1088
 PU1088;                    North         East    Units  Estimated Accuracy
 PU1088;SPC SD N     -   122,680.      329,490.      MT  (+/- 180 meters Scaled)
 PU1088
 PU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK243714(NAD 83)
 PU1088
 PU1088                          SUPERSEDED SURVEY CONTROL
 PU1088
 PU1088.No superseded survey control is available for this station.
 PU1088
 PU1088_MARKER: DB = BENCH MARK DISK
 PU1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1088_STAMPING: C 124 RESET 1967
 PU1088_MARK LOGO: CGS
 PU1088_PROJECTION: PROJECTING 5 CENTIMETERS
 PU1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1088+STABILITY: SURFACE MOTION
 PU1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1088+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1088
 PU1088  HISTORY     - Date     Condition        Report By
 PU1088  HISTORY     - 1967     MONUMENTED       CGS
 PU1088  HISTORY     - 20201022 POOR             SDDT
 PU1088
 PU1088                          STATION DESCRIPTION
 PU1088
 PU1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PU1088'5.5 MI S FROM CASTLE ROCK.
 PU1088'ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1088'OFFICE AT CASTLE ROCK, ABOUT 0.15 MILE NORTH OF SOUTH WILLOW
 PU1088'CREEK, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 PU1088'NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 PU1088'POST PROJECTING 2 INCHES.
 PU1088
 PU1088                          STATION RECOVERY (2020)
 PU1088
 PU1088'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1088'CAP HAS BEEN DAMAGED BY A MOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0053 ***********************************************************************
 QT0053  DESIGNATION -  C 125
 QT0053  PID         -  QT0053
 QT0053  STATE/COUNTY-  SD/PERKINS
 QT0053  COUNTRY     -  US
 QT0053  USGS QUAD   -  COAL SPRINGS SW (2017)
 QT0053
 QT0053                         *CURRENT SURVEY CONTROL
 QT0053  ______________________________________________________________________
 QT0053* NAD 83(1986) POSITION- 45 19 00.     (N) 102 10 02.     (W)   SCALED
 QT0053* NAVD 88 ORTHO HEIGHT -   796.687 (meters)     2613.80  (feet) ADJUSTED
 QT0053  ______________________________________________________________________
 QT0053  GEOID HEIGHT    -        -18.905 (meters)                     GEOID18
 QT0053  DYNAMIC HEIGHT  -        796.551 (meters)     2613.35  (feet) COMP
 QT0053  MODELED GRAVITY -    980,418.5   (mgal)                       NAVD 88
 QT0053
 QT0053  VERT ORDER      -  SECOND    CLASS 0
 QT0053
 QT0053.The horizontal coordinates were scaled from a map and have
 QT0053.an estimated accuracy of +/- 6 seconds.
 QT0053
 QT0053.The orthometric height was determined by differential leveling and
 QT0053.adjusted by the NATIONAL GEODETIC SURVEY
 QT0053.in June 1991.
 QT0053
 QT0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0053.GEOID18 height accuracy estimate available here.
 QT0053
 QT0053.Click photographs - Photos may exist for this station.
 QT0053
 QT0053.The dynamic height is computed by dividing the NAVD 88
 QT0053.geopotential number by the normal gravity value computed on the
 QT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0053.degrees latitude (g = 980.6199 gals.).
 QT0053
 QT0053.The modeled gravity was interpolated from observed gravity values.
 QT0053
 QT0053;                    North         East    Units  Estimated Accuracy
 QT0053;SPC SD N     -   167,110.      430,090.      MT  (+/- 180 meters Scaled)
 QT0053
 QT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL220220(NAD 83)
 QT0053
 QT0053                          SUPERSEDED SURVEY CONTROL
 QT0053
 QT0053  NGVD 29 (??/??/92)  796.238  (m)         2612.32   (f) ADJ UNCH    2 0
 QT0053
 QT0053.Superseded values are not recommended for survey control.
 QT0053
 QT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0053.See file dsdata.pdf to determine how the superseded data were derived.
 QT0053
 QT0053_MARKER: DB = BENCH MARK DISK
 QT0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0053_STAMPING: C 125 1934
 QT0053_MARK LOGO: CGS
 QT0053_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0053+STABILITY: SURFACE MOTION
 QT0053
 QT0053  HISTORY     - Date     Condition        Report By
 QT0053  HISTORY     - 1934     MONUMENTED       CGS
 QT0053
 QT0053                          STATION DESCRIPTION
 QT0053
 QT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0053'12 MI S FROM COAL SPRINGS.
 QT0053'12 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE POST OFFICE AT
 QT0053'COAL SPRINGS, PERKINS COUNTY, 9.3 MILES NORTH OF THE BRIDGE
 QT0053'OVER MOREAU RIVER, 0.3 MILE NORTH OF A LEFT TURN TO THE EAST,
 QT0053'ON THE NORTH SLOPE OF A HILL ABOUT 100 YARDS SOUTH OF THE BOTTOM
 QT0053'OF THE SLOPE, AND 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 QT0053'A STANDARD DISK, STAMPED C 125 1934 AND SET IN THE TOP OF A
 QT0053'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9094 ***********************************************************************
 AD9094  DESIGNATION -  C 126 RESET
 AD9094  PID         -  AD9094
 AD9094  STATE/COUNTY-  SD/MEADE
 AD9094  COUNTRY     -  US
 AD9094  USGS QUAD   -  LEMMON CREEK (2017)
 AD9094
 AD9094                         *CURRENT SURVEY CONTROL
 AD9094  ______________________________________________________________________
 AD9094* NAD 83(1986) POSITION- 44 44 35.     (N) 102 03 21.     (W)   SCALED
 AD9094* NAVD 88 ORTHO HEIGHT -   670.980 (meters)     2201.37  (feet) ADJUSTED
 AD9094  ______________________________________________________________________
 AD9094  GEOID HEIGHT    -        -19.763 (meters)                     GEOID18
 AD9094  DYNAMIC HEIGHT  -        670.830 (meters)     2200.88  (feet) COMP
 AD9094  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 AD9094
 AD9094  VERT ORDER      -  FIRST     CLASS II
 AD9094
 AD9094.The horizontal coordinates were scaled from a map and have
 AD9094.an estimated accuracy of +/- 6 seconds.
 AD9094
 AD9094.The orthometric height was determined by differential leveling and
 AD9094.adjusted by the NATIONAL GEODETIC SURVEY
 AD9094.in July 1998.
 AD9094
 AD9094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9094.GEOID18 height accuracy estimate available here.
 AD9094
 AD9094.Click photographs - Photos may exist for this station.
 AD9094
 AD9094.The dynamic height is computed by dividing the NAVD 88
 AD9094.geopotential number by the normal gravity value computed on the
 AD9094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9094.degrees latitude (g = 980.6199 gals.).
 AD9094
 AD9094.The modeled gravity was interpolated from observed gravity values.
 AD9094
 AD9094;                    North         East    Units  Estimated Accuracy
 AD9094;SPC SD N     -   103,160.      437,210.      MT  (+/- 180 meters Scaled)
 AD9094
 AD9094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330586(NAD 83)
 AD9094
 AD9094                          SUPERSEDED SURVEY CONTROL
 AD9094
 AD9094.No superseded survey control is available for this station.
 AD9094
 AD9094_MARKER: DV = VERTICAL CONTROL DISK
 AD9094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD9094_SP_SET: ABUTMENT
 AD9094_STAMPING: C 126 RESET 1985
 AD9094_MARK LOGO: NGS
 AD9094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9094+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AD9094
 AD9094  HISTORY     - Date     Condition        Report By
 AD9094  HISTORY     - 1985     MONUMENTED       NGS
 AD9094  HISTORY     - 19960711 GOOD             NGS
 AD9094
 AD9094                          STATION DESCRIPTION
 AD9094
 AD9094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9094'14.1 KM (8.75 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 AD9094'OF STATE HIGHWAY 34 IN HOWES, SET VERTICALLY IN THE NORTHEAST CONCRETE
 AD9094'ABUTMENT OF A HIGHWAY BRIDGE SPANNING CHERRY CREEK, 147.4 M (483.6 FT)
 AD9094'SOUTH OF MILEPOST 155, 5.5 M (18.0 FT) EAST OF THE HIGHWAY CENTERLINE,
 AD9094'1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.7 M (5.6 FT) BELOW
 AD9094'BENCH MARK 73 154.91, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2454 ***********************************************************************
 PU2454  DESIGNATION -  C 127 RESET
 PU2454  PID         -  PU2454
 PU2454  STATE/COUNTY-  SD/MEADE
 PU2454  COUNTRY     -  US
 PU2454  USGS QUAD   -  HOWES (2017)
 PU2454
 PU2454                         *CURRENT SURVEY CONTROL
 PU2454  ______________________________________________________________________
 PU2454* NAD 83(1986) POSITION- 44 37 04.     (N) 102 04 57.     (W)   SCALED
 PU2454* NAVD 88 ORTHO HEIGHT -   738.741 (meters)     2423.69  (feet) ADJUSTED
 PU2454  ______________________________________________________________________
 PU2454  GEOID HEIGHT    -        -19.726 (meters)                     GEOID18
 PU2454  DYNAMIC HEIGHT  -        738.568 (meters)     2423.12  (feet) COMP
 PU2454  MODELED GRAVITY -    980,359.4   (mgal)                       NAVD 88
 PU2454
 PU2454  VERT ORDER      -  FIRST     CLASS II
 PU2454
 PU2454.The horizontal coordinates were scaled from a map and have
 PU2454.an estimated accuracy of +/- 6 seconds.
 PU2454
 PU2454.The orthometric height was determined by differential leveling and
 PU2454.adjusted by the NATIONAL GEODETIC SURVEY
 PU2454.in October 1997.
 PU2454
 PU2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2454.GEOID18 height accuracy estimate available here.
 PU2454
 PU2454.Click photographs - Photos may exist for this station.
 PU2454
 PU2454.The dynamic height is computed by dividing the NAVD 88
 PU2454.geopotential number by the normal gravity value computed on the
 PU2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2454.degrees latitude (g = 980.6199 gals.).
 PU2454
 PU2454.The modeled gravity was interpolated from observed gravity values.
 PU2454
 PU2454;                    North         East    Units  Estimated Accuracy
 PU2454;SPC SD N     -    89,300.      434,740.      MT  (+/- 180 meters Scaled)
 PU2454
 PU2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK314446(NAD 83)
 PU2454
 PU2454                          SUPERSEDED SURVEY CONTROL
 PU2454
 PU2454  NGVD 29 (04/17/07)  738.28   (m)         2422.2    (f) RESET       3  
 PU2454
 PU2454.Superseded values are not recommended for survey control.
 PU2454
 PU2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2454.See file dsdata.pdf to determine how the superseded data were derived.
 PU2454
 PU2454_MARKER: DV = VERTICAL CONTROL DISK
 PU2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2454_STAMPING: C 127 RESET 1990
 PU2454_MARK LOGO: NGS
 PU2454_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2454+STABILITY: SURFACE MOTION
 PU2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2454+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2454
 PU2454  HISTORY     - Date     Condition        Report By
 PU2454  HISTORY     - 1990     MONUMENTED       NGS
 PU2454  HISTORY     - 19950605 GOOD             NGS
 PU2454
 PU2454                          STATION DESCRIPTION
 PU2454
 PU2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2454'28.96 KM (17.99 MI) EAST FROM WHITE OWL OR 2.33 KM (1.45 MI) WEST
 PU2454'FROM HOWES AND STATE HIGHWAY 73 NORTH, ALONG STATE HIGHWAY 34, 22.86
 PU2454'M (75.00 FT) SOUTH FROM THE CENTER OF 34.  48.16 M (158.00 FT) EAST
 PU2454'FROM A COUNTY ROAD, 0.3 M (1.0 FT) NORTH FROM A WITNESS POST IN THE
 PU2454'RIGHT-OF-WAY FENCE LINE.
 PU2454
 PU2454                          STATION RECOVERY (1995)
 PU2454
 PU2454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2454'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2454'STATE HIGHWAY 73 IN HOWES, 661.0 M (2168.6 FT) EAST OF MILEPOST 111,
 PU2454'45.2 M (148.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.7 M (74.5
 PU2454'FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) BELOW THE LEVEL OF
 PU2454'THE HIGHWAY, 0.9 M (3.0 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF
 PU2454'A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 PU2454'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1018 ***********************************************************************
 PU1018  DESIGNATION -  C 129
 PU1018  PID         -  PU1018
 PU1018  STATE/COUNTY-  SD/MEADE
 PU1018  COUNTRY     -  US
 PU1018  USGS QUAD   -  ENNING (2017)
 PU1018
 PU1018                         *CURRENT SURVEY CONTROL
 PU1018  ______________________________________________________________________
 PU1018* NAD 83(1986) POSITION- 44 33 20.     (N) 102 33 28.     (W)   SCALED
 PU1018* NAVD 88 ORTHO HEIGHT -   899.962 (meters)     2952.63  (feet) ADJUSTED
 PU1018  ______________________________________________________________________
 PU1018  GEOID HEIGHT    -        -18.455 (meters)                     GEOID18
 PU1018  DYNAMIC HEIGHT  -        899.713 (meters)     2951.81  (feet) COMP
 PU1018  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 PU1018
 PU1018  VERT ORDER      -  SECOND    CLASS 0
 PU1018
 PU1018.The horizontal coordinates were scaled from a map and have
 PU1018.an estimated accuracy of +/- 6 seconds.
 PU1018
 PU1018.The orthometric height was determined by differential leveling and
 PU1018.adjusted by the NATIONAL GEODETIC SURVEY
 PU1018.in June 1991.
 PU1018
 PU1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1018.GEOID18 height accuracy estimate available here.
 PU1018
 PU1018.Click photographs - Photos may exist for this station.
 PU1018
 PU1018.The dynamic height is computed by dividing the NAVD 88
 PU1018.geopotential number by the normal gravity value computed on the
 PU1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1018.degrees latitude (g = 980.6199 gals.).
 PU1018
 PU1018.The modeled gravity was interpolated from observed gravity values.
 PU1018
 PU1018;                    North         East    Units  Estimated Accuracy
 PU1018;SPC SD N     -    83,470.      396,810.      MT  (+/- 180 meters Scaled)
 PU1018
 PU1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK939364(NAD 83)
 PU1018
 PU1018                          SUPERSEDED SURVEY CONTROL
 PU1018
 PU1018.No superseded survey control is available for this station.
 PU1018
 PU1018_MARKER: DB = BENCH MARK DISK
 PU1018_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1018_STAMPING: C 129 1934
 PU1018_MARK LOGO: CGS
 PU1018_PROJECTION: PROJECTING 13 CENTIMETERS
 PU1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1018
 PU1018  HISTORY     - Date     Condition        Report By
 PU1018  HISTORY     - 1934     MONUMENTED       CGS
 PU1018  HISTORY     - 1958     MARK NOT FOUND   CGS
 PU1018  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1018
 PU1018                          STATION DESCRIPTION
 PU1018
 PU1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PU1018'1.5 MI S FROM ENNING.
 PU1018'1.5 MILES SOUTH ALONG A COUNTY ROAD LEADING TO WASTA FROM THE
 PU1018'POST OFFICE AT ENNING, MEADE COUNTY, 52 FEET SOUTHEAST OF THE
 PU1018'SOUTHEAST CORNER OF A WOODEN BRIDGE, AT A CURVE FROM SOUTHEAST
 PU1018'TO SOUTH, 34 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND
 PU1018'5 FEET NORTHEAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED
 PU1018'C 129 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PU1018'INCHES ABOVE GROUND.
 PU1018
 PU1018                          STATION RECOVERY (1962)
 PU1018
 PU1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0328 ***********************************************************************
 PU0328  DESIGNATION -  C 130
 PU0328  PID         -  PU0328
 PU0328  STATE/COUNTY-  SD/PENNINGTON
 PU0328  COUNTRY     -  US
 PU0328  USGS QUAD   -  WASTA SE (2017)
 PU0328
 PU0328                         *CURRENT SURVEY CONTROL
 PU0328  ______________________________________________________________________
 PU0328* NAD 83(1986) POSITION- 44 02 33.     (N) 102 21 16.     (W)   SCALED
 PU0328* NAVD 88 ORTHO HEIGHT -   736.293 (meters)     2415.65  (feet) ADJUSTED
 PU0328  ______________________________________________________________________
 PU0328  GEOID HEIGHT    -        -18.693 (meters)                     GEOID18
 PU0328  DYNAMIC HEIGHT  -        736.073 (meters)     2414.93  (feet) COMP
 PU0328  MODELED GRAVITY -    980,296.0   (mgal)                       NAVD 88
 PU0328
 PU0328  VERT ORDER      -  SECOND    CLASS 0
 PU0328
 PU0328.The horizontal coordinates were scaled from a map and have
 PU0328.an estimated accuracy of +/- 6 seconds.
 PU0328
 PU0328.The orthometric height was determined by differential leveling and
 PU0328.adjusted by the NATIONAL GEODETIC SURVEY
 PU0328.in June 1991.
 PU0328
 PU0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0328.GEOID18 height accuracy estimate available here.
 PU0328
 PU0328.Click photographs - Photos may exist for this station.
 PU0328
 PU0328.The dynamic height is computed by dividing the NAVD 88
 PU0328.geopotential number by the normal gravity value computed on the
 PU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0328.degrees latitude (g = 980.6199 gals.).
 PU0328
 PU0328.The modeled gravity was interpolated from observed gravity values.
 PU0328
 PU0328;                    North         East    Units  Estimated Accuracy
 PU0328;SPC SD S     -   191,850.      438,040.      MT  (+/- 180 meters Scaled)
 PU0328
 PU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ119799(NAD 83)
 PU0328
 PU0328                          SUPERSEDED SURVEY CONTROL
 PU0328
 PU0328  NGVD 29 (??/??/92)  735.841  (m)         2414.17   (f) ADJ UNCH    2 0
 PU0328
 PU0328.Superseded values are not recommended for survey control.
 PU0328
 PU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0328.See file dsdata.pdf to determine how the superseded data were derived.
 PU0328
 PU0328_MARKER: DB = BENCH MARK DISK
 PU0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0328_STAMPING: C 130 1934
 PU0328_MARK LOGO: CGS
 PU0328_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0328+STABILITY: SURFACE MOTION
 PU0328
 PU0328  HISTORY     - Date     Condition        Report By
 PU0328  HISTORY     - 1934     MONUMENTED       CGS
 PU0328  HISTORY     - 1962     GOOD             CGS
 PU0328
 PU0328                          STATION DESCRIPTION
 PU0328
 PU0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0328'6.2 MI SE FROM WASTA.
 PU0328'ABOUT 6.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU0328'RAILWAY FROM THE STATION AT WASTA, 85.2 FEET SOUTH OF THE SIXTH
 PU0328'TELEPHONE POLE SOUTHEAST OF MILEPOST 599, 3 1/2 FEET NORTHWEST
 PU0328'OF TRESTLE NUMBER 1803, 94.2 FEET SOUTHWEST OF THE SOUTHWEST
 PU0328'RAIL, 3.2 FEET NORTHEAST OF A FENCE, LEVEL WITH THE RAILS,
 PU0328'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0349 ***********************************************************************
 PU0349  DESIGNATION -  C 131
 PU0349  PID         -  PU0349
 PU0349  STATE/COUNTY-  SD/PENNINGTON
 PU0349  COUNTRY     -  US
 PU0349  USGS QUAD   -  WASTA (2017)
 PU0349
 PU0349                         *CURRENT SURVEY CONTROL
 PU0349  ______________________________________________________________________
 PU0349* NAD 83(1986) POSITION- 44 02 30.     (N) 102 27 54.     (W)   SCALED
 PU0349* NAVD 88 ORTHO HEIGHT -   712.679 (meters)     2338.18  (feet) ADJUSTED
 PU0349  ______________________________________________________________________
 PU0349  GEOID HEIGHT    -        -18.421 (meters)                     GEOID18
 PU0349  DYNAMIC HEIGHT  -        712.484 (meters)     2337.54  (feet) COMP
 PU0349  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 PU0349
 PU0349  VERT ORDER      -  SECOND    CLASS 0
 PU0349
 PU0349.The horizontal coordinates were scaled from a map and have
 PU0349.an estimated accuracy of +/- 6 seconds.
 PU0349
 PU0349.The orthometric height was determined by differential leveling and
 PU0349.adjusted by the NATIONAL GEODETIC SURVEY
 PU0349.in June 1991.
 PU0349
 PU0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0349.GEOID18 height accuracy estimate available here.
 PU0349
 PU0349.Click photographs - Photos may exist for this station.
 PU0349
 PU0349.The dynamic height is computed by dividing the NAVD 88
 PU0349.geopotential number by the normal gravity value computed on the
 PU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0349.degrees latitude (g = 980.6199 gals.).
 PU0349
 PU0349.The modeled gravity was interpolated from observed gravity values.
 PU0349
 PU0349;                    North         East    Units  Estimated Accuracy
 PU0349;SPC SD S     -   191,980.      429,180.      MT  (+/- 180 meters Scaled)
 PU0349
 PU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ031796(NAD 83)
 PU0349
 PU0349                          SUPERSEDED SURVEY CONTROL
 PU0349
 PU0349  NGVD 29 (??/??/92)  712.25   (m)         2336.8    (f) COMPUTED    2 0
 PU0349
 PU0349.Superseded values are not recommended for survey control.
 PU0349
 PU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0349.See file dsdata.pdf to determine how the superseded data were derived.
 PU0349
 PU0349_MARKER: DB = BENCH MARK DISK
 PU0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0349_STAMPING: C 131 1934
 PU0349_MARK LOGO: CGS
 PU0349_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0349+STABILITY: SURFACE MOTION
 PU0349
 PU0349  HISTORY     - Date     Condition        Report By
 PU0349  HISTORY     - 1934     MONUMENTED       CGS
 PU0349  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0349
 PU0349                          STATION DESCRIPTION
 PU0349
 PU0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0349'2 MI S FROM WASTA.
 PU0349'2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0349'THE STATION AT WASTA, PENNINGTON COUNTY, 43 YARDS SOUTH OF
 PU0349'MILEPOST 607, ON A SLIGHT RIDGE, 44.8 FEET WEST OF THE WEST RAIL,
 PU0349'28 FEET EAST OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK,
 PU0349'2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET HIGHER
 PU0349'THAN THE TRACK.  A STANDARD DISK, STAMPED C 131 1934 AND SET IN
 PU0349'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0273 ***********************************************************************
 OT0273  DESIGNATION -  C 132 RESET
 OT0273  PID         -  OT0273
 OT0273  STATE/COUNTY-  SD/PENNINGTON
 OT0273  COUNTRY     -  US
 OT0273  USGS QUAD   -  SCENIC (2017)
 OT0273
 OT0273                         *CURRENT SURVEY CONTROL
 OT0273  ______________________________________________________________________
 OT0273* NAD 83(1986) POSITION- 43 46 16.     (N) 102 33 24.     (W)   SCALED
 OT0273* NAVD 88 ORTHO HEIGHT -   856.688 (meters)     2810.65  (feet) ADJUSTED
 OT0273  ______________________________________________________________________
 OT0273  GEOID HEIGHT    -        -18.135 (meters)                     GEOID18
 OT0273  DYNAMIC HEIGHT  -        856.407 (meters)     2809.73  (feet) COMP
 OT0273  MODELED GRAVITY -    980,261.7   (mgal)                       NAVD 88
 OT0273
 OT0273  VERT ORDER      -  FIRST     CLASS II
 OT0273
 OT0273.The horizontal coordinates were scaled from a map and have
 OT0273.an estimated accuracy of +/- 6 seconds.
 OT0273
 OT0273.The orthometric height was determined by differential leveling and
 OT0273.adjusted by the NATIONAL GEODETIC SURVEY
 OT0273.in June 1991.
 OT0273
 OT0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0273.GEOID18 height accuracy estimate available here.
 OT0273
 OT0273.Click photographs - Photos may exist for this station.
 OT0273
 OT0273.The dynamic height is computed by dividing the NAVD 88
 OT0273.geopotential number by the normal gravity value computed on the
 OT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0273.degrees latitude (g = 980.6199 gals.).
 OT0273
 OT0273.The modeled gravity was interpolated from observed gravity values.
 OT0273
 OT0273;                    North         East    Units  Estimated Accuracy
 OT0273;SPC SD S     -   162,120.      421,030.      MT  (+/- 180 meters Scaled)
 OT0273
 OT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ966493(NAD 83)
 OT0273
 OT0273                          SUPERSEDED SURVEY CONTROL
 OT0273
 OT0273.No superseded survey control is available for this station.
 OT0273
 OT0273_MARKER: DB = BENCH MARK DISK
 OT0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0273_STAMPING: C 132 RESET 1966
 OT0273_MARK LOGO: CGS
 OT0273_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0273+STABILITY: SURFACE MOTION
 OT0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0273+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2012
 OT0273
 OT0273  HISTORY     - Date     Condition        Report By
 OT0273  HISTORY     - 1966     MONUMENTED       SDHD
 OT0273  HISTORY     - 1985     GOOD             NGS
 OT0273  HISTORY     - 20120430 GOOD             INDIV
 OT0273
 OT0273                          STATION DESCRIPTION
 OT0273
 OT0273'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1966
 OT0273'0.5 MI S FROM SCENIC.
 OT0273'ABOUT 0.5 MILE SOUTH ALONG A ROAD LEADING TO MANDERSON AND BRENNAN
 OT0273'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OT0273'AT SCENIC, 73 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 OT0273'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 OT0273
 OT0273                          STATION RECOVERY (1985)
 OT0273
 OT0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0273'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 OT0273'ADD--0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 OT0273'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0273'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OT0273
 OT0273                          STATION RECOVERY (2012)
 OT0273
 OT0273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0198 ***********************************************************************
 OT0198  DESIGNATION -  C 133
 OT0198  PID         -  OT0198
 OT0198  STATE/COUNTY-  SD/SHANNON
 OT0198  COUNTRY     -  US
 OT0198  USGS QUAD   -  MANDERSON (2017)
 OT0198
 OT0198                         *CURRENT SURVEY CONTROL
 OT0198  ______________________________________________________________________
 OT0198* NAD 83(1986) POSITION- 43 10 11.     (N) 102 23 16.     (W)   SCALED
 OT0198* NAVD 88 ORTHO HEIGHT -   959.013 (meters)     3146.36  (feet) ADJUSTED
 OT0198  ______________________________________________________________________
 OT0198  GEOID HEIGHT    -        -18.399 (meters)                     GEOID18
 OT0198  DYNAMIC HEIGHT  -        958.608 (meters)     3145.03  (feet) COMP
 OT0198  MODELED GRAVITY -    980,165.8   (mgal)                       NAVD 88
 OT0198
 OT0198  VERT ORDER      -  SECOND    CLASS 0
 OT0198
 OT0198.The horizontal coordinates were scaled from a map and have
 OT0198.an estimated accuracy of +/- 6 seconds.
 OT0198
 OT0198.The orthometric height was determined by differential leveling and
 OT0198.adjusted by the NATIONAL GEODETIC SURVEY
 OT0198.in June 1991.
 OT0198
 OT0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0198.GEOID18 height accuracy estimate available here.
 OT0198
 OT0198.Click photographs - Photos may exist for this station.
 OT0198
 OT0198.The dynamic height is computed by dividing the NAVD 88
 OT0198.geopotential number by the normal gravity value computed on the
 OT0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0198.degrees latitude (g = 980.6199 gals.).
 OT0198
 OT0198.The modeled gravity was interpolated from observed gravity values.
 OT0198
 OT0198;                    North         East    Units  Estimated Accuracy
 OT0198;SPC SD S     -    94,980.      432,970.      MT  (+/- 180 meters Scaled)
 OT0198
 OT0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH123829(NAD 83)
 OT0198
 OT0198                          SUPERSEDED SURVEY CONTROL
 OT0198
 OT0198  NGVD 29 (??/??/92)  958.528  (m)         3144.77   (f) ADJ UNCH    2 0
 OT0198
 OT0198.Superseded values are not recommended for survey control.
 OT0198
 OT0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0198.See file dsdata.pdf to determine how the superseded data were derived.
 OT0198
 OT0198_MARKER: DB = BENCH MARK DISK
 OT0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0198_STAMPING: C 133 1934
 OT0198_MARK LOGO: CGS
 OT0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0198+STABILITY: SURFACE MOTION
 OT0198
 OT0198  HISTORY     - Date     Condition        Report By
 OT0198  HISTORY     - 1934     MONUMENTED       CGS
 OT0198  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0198
 OT0198                          STATION DESCRIPTION
 OT0198
 OT0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0198'2.5 MI N FROM BRENNAN.
 OT0198'2.5 MILES NORTH ALONG THE ROAD LEADING TO MANDERSON AND SCENIC
 OT0198'FROM THE CROSSING OF U.S. HIGHWAY 18 AT BRENNAN, SHANNON COUNTY,
 OT0198'65 FEET NORTH OF A CREEK, 25 FEET EAST OF THE CENTERLINE OF THE
 OT0198'ROAD, AND 16 FEET SOUTH OF A GATEPOST.  A STANDARD DISK, STAMPED
 OT0198'C 133 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OT0198'INCHES ABOVE GROUND.  NOTE-- BRENNAN IS NOW SHOWN ON MAPS AS
 OT0198'WOUNDED KNEE.
 OT0198
 OT0198                          STATION RECOVERY (1966)
 OT0198
 OT0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0403 ***********************************************************************
 OT0403  DESIGNATION -  C 134
 OT0403  PID         -  OT0403
 OT0403  STATE/COUNTY-  SD/FALL RIVER
 OT0403  COUNTRY     -  US
 OT0403  USGS QUAD   -  OELRICHS (2017)
 OT0403
 OT0403                         *CURRENT SURVEY CONTROL
 OT0403  ______________________________________________________________________
 OT0403* NAD 83(1986) POSITION- 43 13 25.     (N) 103 14 38.     (W)   SCALED
 OT0403* NAVD 88 ORTHO HEIGHT -  1018.259 (meters)     3340.74  (feet) ADJUSTED
 OT0403  ______________________________________________________________________
 OT0403  GEOID HEIGHT    -        -16.880 (meters)                     GEOID18
 OT0403  DYNAMIC HEIGHT  -       1017.813 (meters)     3339.27  (feet) COMP
 OT0403  MODELED GRAVITY -    980,147.0   (mgal)                       NAVD 88
 OT0403
 OT0403  VERT ORDER      -  SECOND    CLASS 0
 OT0403
 OT0403.The horizontal coordinates were scaled from a map and have
 OT0403.an estimated accuracy of +/- 6 seconds.
 OT0403
 OT0403.The orthometric height was determined by differential leveling and
 OT0403.adjusted by the NATIONAL GEODETIC SURVEY
 OT0403.in June 1991.
 OT0403
 OT0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0403.GEOID18 height accuracy estimate available here.
 OT0403
 OT0403.Click photographs - Photos may exist for this station.
 OT0403
 OT0403.The dynamic height is computed by dividing the NAVD 88
 OT0403.geopotential number by the normal gravity value computed on the
 OT0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0403.degrees latitude (g = 980.6199 gals.).
 OT0403
 OT0403.The modeled gravity was interpolated from observed gravity values.
 OT0403
 OT0403;                    North         East    Units  Estimated Accuracy
 OT0403;SPC SD S     -   103,040.      363,600.      MT  (+/- 180 meters Scaled)
 OT0403
 OT0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH426871(NAD 83)
 OT0403
 OT0403                          SUPERSEDED SURVEY CONTROL
 OT0403
 OT0403  NGVD 29 (??/??/92) 1017.728  (m)         3339.00   (f) ADJ UNCH    2 0
 OT0403
 OT0403.Superseded values are not recommended for survey control.
 OT0403
 OT0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0403.See file dsdata.pdf to determine how the superseded data were derived.
 OT0403
 OT0403_MARKER: DB = BENCH MARK DISK
 OT0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0403_STAMPING: C 134 1934
 OT0403_MARK LOGO: CGS
 OT0403_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0403+STABILITY: SURFACE MOTION
 OT0403
 OT0403  HISTORY     - Date     Condition        Report By
 OT0403  HISTORY     - 1934     MONUMENTED       CGS
 OT0403
 OT0403                          STATION DESCRIPTION
 OT0403
 OT0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0403'3 MI N FROM OELRICHS.
 OT0403'3.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0403'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, 422 YARDS
 OT0403'SOUTH OF MILEPOST H 30, 891 YARDS NORTH OF THE NORTH END OF
 OT0403'WOODEN TRESTLE 50-1/2, 46.2 FEET EAST OF THE EAST RAIL, AND
 OT0403'1.7 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OT0403'STAMPED C 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0403'PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0230 ***********************************************************************
 OT0230  DESIGNATION -  C 135
 OT0230  PID         -  OT0230
 OT0230  STATE/COUNTY-  SD/SHANNON
 OT0230  COUNTRY     -  US
 OT0230  USGS QUAD   -  OGLALA (2017)
 OT0230
 OT0230                         *CURRENT SURVEY CONTROL
 OT0230  ______________________________________________________________________
 OT0230* NAD 83(1986) POSITION- 43 08 27.     (N) 102 40 49.     (W)   SCALED
 OT0230* NAVD 88 ORTHO HEIGHT -   938.955 (meters)     3080.55  (feet) ADJUSTED
 OT0230  ______________________________________________________________________
 OT0230  GEOID HEIGHT    -        -17.965 (meters)                     GEOID18
 OT0230  DYNAMIC HEIGHT  -        938.563 (meters)     3079.27  (feet) COMP
 OT0230  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 OT0230
 OT0230  VERT ORDER      -  SECOND    CLASS 0
 OT0230
 OT0230.The horizontal coordinates were scaled from a map and have
 OT0230.an estimated accuracy of +/- 6 seconds.
 OT0230
 OT0230.The orthometric height was determined by differential leveling and
 OT0230.adjusted by the NATIONAL GEODETIC SURVEY
 OT0230.in June 1991.
 OT0230
 OT0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0230.GEOID18 height accuracy estimate available here.
 OT0230
 OT0230.Click photographs - Photos may exist for this station.
 OT0230
 OT0230.The dynamic height is computed by dividing the NAVD 88
 OT0230.geopotential number by the normal gravity value computed on the
 OT0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0230.degrees latitude (g = 980.6199 gals.).
 OT0230
 OT0230.The modeled gravity was interpolated from observed gravity values.
 OT0230
 OT0230;                    North         East    Units  Estimated Accuracy
 OT0230;SPC SD S     -    92,400.      409,100.      MT  (+/- 180 meters Scaled)
 OT0230
 OT0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH886790(NAD 83)
 OT0230
 OT0230                          SUPERSEDED SURVEY CONTROL
 OT0230
 OT0230  NGVD 29 (??/??/92)  938.474  (m)         3078.98   (f) ADJ UNCH    2 0
 OT0230
 OT0230.Superseded values are not recommended for survey control.
 OT0230
 OT0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0230.See file dsdata.pdf to determine how the superseded data were derived.
 OT0230
 OT0230_MARKER: DB = BENCH MARK DISK
 OT0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0230_STAMPING: C 135 1934
 OT0230_MARK LOGO: CGS
 OT0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0230+STABILITY: SURFACE MOTION
 OT0230
 OT0230  HISTORY     - Date     Condition        Report By
 OT0230  HISTORY     - 1934     MONUMENTED       CGS
 OT0230  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0230
 OT0230                          STATION DESCRIPTION
 OT0230
 OT0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0230'10.5 MI NW FROM PINE RIDGE.
 OT0230'10.5 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE INDIAN
 OT0230'AGENCY OFFICE BUILDING AT PINE RIDGE, SHANNON COUNTY, 0.7 MILE
 OT0230'SOUTHEAST OF THE CROSSING OF A DRY CREEK BED, AND 48 FEET
 OT0230'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 OT0230'STAMPED C 135 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0230'PROJECTING 4 INCHES ABOVE GROUND.
 OT0230
 OT0230                          STATION RECOVERY (1993)
 OT0230
 OT0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0326 ***********************************************************************
 OS0326  DESIGNATION -  C 136
 OS0326  PID         -  OS0326
 OS0326  STATE/COUNTY-  SD/BENNETT
 OS0326  COUNTRY     -  US
 OS0326  USGS QUAD   -  HARRINGTON (2017)
 OS0326
 OS0326                         *CURRENT SURVEY CONTROL
 OS0326  ______________________________________________________________________
 OS0326* NAD 83(1986) POSITION- 43 12 54.     (N) 101 20 09.     (W)   SCALED
 OS0326* NAVD 88 ORTHO HEIGHT -   923.036 (meters)     3028.33  (feet) ADJUSTED
 OS0326  ______________________________________________________________________
 OS0326  GEOID HEIGHT    -        -20.822 (meters)                     GEOID18
 OS0326  DYNAMIC HEIGHT  -        922.661 (meters)     3027.10  (feet) COMP
 OS0326  MODELED GRAVITY -    980,182.6   (mgal)                       NAVD 88
 OS0326
 OS0326  VERT ORDER      -  SECOND    CLASS 0
 OS0326
 OS0326.The horizontal coordinates were scaled from a map and have
 OS0326.an estimated accuracy of +/- 6 seconds.
 OS0326
 OS0326.The orthometric height was determined by differential leveling and
 OS0326.adjusted by the NATIONAL GEODETIC SURVEY
 OS0326.in June 1991.
 OS0326
 OS0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0326.GEOID18 height accuracy estimate available here.
 OS0326
 OS0326.Click photographs - Photos may exist for this station.
 OS0326
 OS0326.The dynamic height is computed by dividing the NAVD 88
 OS0326.geopotential number by the normal gravity value computed on the
 OS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0326.degrees latitude (g = 980.6199 gals.).
 OS0326
 OS0326.The modeled gravity was interpolated from observed gravity values.
 OS0326
 OS0326;                    North         East    Units  Estimated Accuracy
 OS0326;SPC SD S     -    98,440.      518,550.      MT  (+/- 180 meters Scaled)
 OS0326
 OS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN102873(NAD 83)
 OS0326
 OS0326                          SUPERSEDED SURVEY CONTROL
 OS0326
 OS0326  NGVD 29 (??/??/92)  922.601  (m)         3026.90   (f) ADJ UNCH    2 0
 OS0326
 OS0326.Superseded values are not recommended for survey control.
 OS0326
 OS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0326.See file dsdata.pdf to determine how the superseded data were derived.
 OS0326
 OS0326_MARKER: DB = BENCH MARK DISK
 OS0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0326_STAMPING: C 136 1934
 OS0326_MARK LOGO: CGS
 OS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0326+STABILITY: SURFACE MOTION
 OS0326
 OS0326  HISTORY     - Date     Condition        Report By
 OS0326  HISTORY     - 1934     MONUMENTED       CGS
 OS0326
 OS0326                          STATION DESCRIPTION
 OS0326
 OS0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0326'2 MI E FROM VETAL.
 OS0326'IS LOCATED 2 MILES EAST OF VETAL, 42 FEET EAST OF CENTERLINE
 OS0326'OF SECTION ROAD CROSSING HIGHWAY, 34 FEET SOUTH OF CENTERLINE
 OS0326'OF HIGHWAY, 14.9 FEET EAST OF CORNER FENCE POST.  STANDARD
 OS0326'TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.  STAMPED
 OS0326'C 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0061 ***********************************************************************
 OS0061  DESIGNATION -  C 138
 OS0061  PID         -  OS0061
 OS0061  STATE/COUNTY-  SD/TRIPP
 OS0061  COUNTRY     -  US
 OS0061  USGS QUAD   -  WITTEN (2017)
 OS0061
 OS0061                         *CURRENT SURVEY CONTROL
 OS0061  ______________________________________________________________________
 OS0061* NAD 83(1986) POSITION- 43 24 01.     (N) 100 00 29.     (W)   SCALED
 OS0061* NAVD 88 ORTHO HEIGHT -   621.910 (meters)     2040.38  (feet) ADJUSTED
 OS0061  ______________________________________________________________________
 OS0061  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 OS0061  DYNAMIC HEIGHT  -        621.689 (meters)     2039.66  (feet) COMP
 OS0061  MODELED GRAVITY -    980,244.7   (mgal)                       NAVD 88
 OS0061
 OS0061  VERT ORDER      -  SECOND    CLASS 0
 OS0061
 OS0061.The horizontal coordinates were scaled from a map and have
 OS0061.an estimated accuracy of +/- 6 seconds.
 OS0061
 OS0061.The orthometric height was determined by differential leveling and
 OS0061.adjusted by the NATIONAL GEODETIC SURVEY
 OS0061.in June 1991.
 OS0061
 OS0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0061.GEOID18 height accuracy estimate available here.
 OS0061
 OS0061.Click photographs - Photos may exist for this station.
 OS0061
 OS0061.The dynamic height is computed by dividing the NAVD 88
 OS0061.geopotential number by the normal gravity value computed on the
 OS0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0061.degrees latitude (g = 980.6199 gals.).
 OS0061
 OS0061.The modeled gravity was interpolated from observed gravity values.
 OS0061
 OS0061;                    North         East    Units  Estimated Accuracy
 OS0061;SPC SD S     -   118,580.      626,350.      MT  (+/- 180 meters Scaled)
 OS0061
 OS0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP183057(NAD 83)
 OS0061
 OS0061                          SUPERSEDED SURVEY CONTROL
 OS0061
 OS0061  NGVD 29 (??/??/92)  621.540  (m)         2039.17   (f) ADJ UNCH    2 0
 OS0061
 OS0061.Superseded values are not recommended for survey control.
 OS0061
 OS0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0061.See file dsdata.pdf to determine how the superseded data were derived.
 OS0061
 OS0061_MARKER: DB = BENCH MARK DISK
 OS0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0061_STAMPING: C 138 1934
 OS0061_MARK LOGO: CGS
 OS0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0061+STABILITY: SURFACE MOTION
 OS0061
 OS0061  HISTORY     - Date     Condition        Report By
 OS0061  HISTORY     - 1934     MONUMENTED       CGS
 OS0061
 OS0061                          STATION DESCRIPTION
 OS0061
 OS0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0061'4.3 MI SE FROM WITTEN.
 OS0061'LOCATED 4.3 MILES SOUTHEAST OF STATION ALONG CHICAGO AND NORTH
 OS0061'WESTERN RWY.  AT WITTEN, 7.9 MILES NORTHWEST OF STATION AT
 OS0061'WINNER, 94 FEET WEST OF THE INTERSECTION OF CENTERLINES OF A
 OS0061'SECTION ROAD AND THE TRACK, 37.9 FEET SOUTHWEST OF SOUTHWEST
 OS0061'RAIL, 6 FEET NORTHWEST OF A TELEGRAPH POLE AND IN LINE WITH
 OS0061'POLES.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 OS0061'HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0542 ***********************************************************************
 OR0542  DESIGNATION -  C 139
 OR0542  PID         -  OR0542
 OR0542  STATE/COUNTY-  SD/GREGORY
 OR0542  COUNTRY     -  US
 OR0542  USGS QUAD   -  BURKE (2017)
 OR0542
 OR0542                         *CURRENT SURVEY CONTROL
 OR0542  ______________________________________________________________________
 OR0542* NAD 83(1986) POSITION- 43 10 44.     (N) 099 17 32.     (W)   SCALED
 OR0542* NAVD 88 ORTHO HEIGHT -   674.771 (meters)     2213.81  (feet) ADJUSTED
 OR0542  ______________________________________________________________________
 OR0542  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 OR0542  DYNAMIC HEIGHT  -        674.517 (meters)     2212.98  (feet) COMP
 OR0542  MODELED GRAVITY -    980,222.0   (mgal)                       NAVD 88
 OR0542
 OR0542  VERT ORDER      -  FIRST     CLASS II
 OR0542
 OR0542.The horizontal coordinates were scaled from a map and have
 OR0542.an estimated accuracy of +/- 6 seconds.
 OR0542
 OR0542.The orthometric height was determined by differential leveling and
 OR0542.adjusted by the NATIONAL GEODETIC SURVEY
 OR0542.in June 1991.
 OR0542
 OR0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0542.GEOID18 height accuracy estimate available here.
 OR0542
 OR0542.Click photographs - Photos may exist for this station.
 OR0542
 OR0542.The dynamic height is computed by dividing the NAVD 88
 OR0542.geopotential number by the normal gravity value computed on the
 OR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0542.degrees latitude (g = 980.6199 gals.).
 OR0542
 OR0542.The modeled gravity was interpolated from observed gravity values.
 OR0542
 OR0542;                    North         East    Units  Estimated Accuracy
 OR0542;SPC SD S     -    94,460.      684,640.      MT  (+/- 180 meters Scaled)
 OR0542
 OR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN762807(NAD 83)
 OR0542
 OR0542                          SUPERSEDED SURVEY CONTROL
 OR0542
 OR0542  NGVD 29 (??/??/92)  674.442  (m)         2212.73   (f) ADJ UNCH    1 2
 OR0542
 OR0542.Superseded values are not recommended for survey control.
 OR0542
 OR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0542.See file dsdata.pdf to determine how the superseded data were derived.
 OR0542
 OR0542_MARKER: DB = BENCH MARK DISK
 OR0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0542_STAMPING: C 139 1934
 OR0542_MARK LOGO: CGS
 OR0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0542+STABILITY: SURFACE MOTION
 OR0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0542+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 OR0542
 OR0542  HISTORY     - Date     Condition        Report By
 OR0542  HISTORY     - 1934     MONUMENTED       CGS
 OR0542  HISTORY     - 1973     GOOD             NGS
 OR0542  HISTORY     - 19930927 GOOD             NGS
 OR0542  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0542
 OR0542                          STATION DESCRIPTION
 OR0542
 OR0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0542'AT BURKE.
 OR0542'AT BURKE, GREGORY COUNTY, ABOUT 276.5 FEET NORTHWEST OF THE
 OR0542'NORTHWEST CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0542'STATION, 50.0 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 OR0542'MAIN STREET, 44.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 8 FEET
 OR0542'NORTHWEST OF THE RIGHT-OF-WAY FENCE CORNER, 2.5 FEET SOUTHWEST
 OR0542'OF THE FENCE, AND 0.6 FOOT EAT OF A WHITE REFERENCE POST.
 OR0542'A STANDARD DISK, STAMPED C 139 1934 AND SET IN THE TOP OF A
 OR0542'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0542
 OR0542                          STATION RECOVERY (1973)
 OR0542
 OR0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OR0542'RECOVERED IN GOOD CONDITION.
 OR0542
 OR0542                          STATION RECOVERY (1993)
 OR0542
 OR0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0542'IN BURKE, AT THE INTERSECTION OF U.S. HIGHWAY 18 AND MAIN STREET,
 OR0542'59.4 M (194.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.8 M (38.7
 OR0542'FT) WEST OF THE STREET CENTER, 11.3 M (37.1 FT) NORTHEAST OF THE
 OR0542'NORTHEAST CORNER OF A BUILDING, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 OR0542'STREET, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OR0542'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR0542
 OR0542                          STATION RECOVERY (2013)
 OR0542
 OR0542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0149 ***********************************************************************
 PT0149  DESIGNATION -  C 14
 PT0149  PID         -  PT0149
 PT0149  STATE/COUNTY-  SD/HUGHES
 PT0149  COUNTRY     -  US
 PT0149  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT0149
 PT0149                         *CURRENT SURVEY CONTROL
 PT0149  ______________________________________________________________________
 PT0149* NAD 83(1986) POSITION- 44 20 02.     (N) 100 11 56.     (W)   SCALED
 PT0149* NAVD 88 ORTHO HEIGHT -   434.998 (meters)     1427.16  (feet) ADJUSTED
 PT0149  ______________________________________________________________________
 PT0149  GEOID HEIGHT    -        -23.649 (meters)                     GEOID18
 PT0149  DYNAMIC HEIGHT  -        434.914 (meters)     1426.88  (feet) COMP
 PT0149  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PT0149
 PT0149  VERT ORDER      -  FIRST     CLASS II
 PT0149
 PT0149.The horizontal coordinates were scaled from a map and have
 PT0149.an estimated accuracy of +/- 6 seconds.
 PT0149
 PT0149.The orthometric height was determined by differential leveling and
 PT0149.adjusted by the NATIONAL GEODETIC SURVEY
 PT0149.in June 1991.
 PT0149
 PT0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0149.GEOID18 height accuracy estimate available here.
 PT0149
 PT0149.Click photographs - Photos may exist for this station.
 PT0149
 PT0149.The dynamic height is computed by dividing the NAVD 88
 PT0149.geopotential number by the normal gravity value computed on the
 PT0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0149.degrees latitude (g = 980.6199 gals.).
 PT0149
 PT0149.The modeled gravity was interpolated from observed gravity values.
 PT0149
 PT0149;                    North         East    Units  Estimated Accuracy
 PT0149;SPC SD S     -   222,260.      610,720.      MT  (+/- 180 meters Scaled)
 PT0149
 PT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ044096(NAD 83)
 PT0149
 PT0149                          SUPERSEDED SURVEY CONTROL
 PT0149
 PT0149  NGVD 29 (??/??/92)  434.637  (m)         1425.97   (f) ADJ UNCH    1 2
 PT0149
 PT0149.Superseded values are not recommended for survey control.
 PT0149
 PT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0149.See file dsdata.pdf to determine how the superseded data were derived.
 PT0149
 PT0149_MARKER: DB = BENCH MARK DISK
 PT0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0149_STAMPING: C 14 1926
 PT0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0149+STABILITY: SURFACE MOTION
 PT0149
 PT0149  HISTORY     - Date     Condition        Report By
 PT0149  HISTORY     - 1926     MONUMENTED       CGS
 PT0149  HISTORY     - 1946     GOOD             CGS
 PT0149
 PT0149                          STATION DESCRIPTION
 PT0149
 PT0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0149'9 MI E FROM PIERRE.
 PT0149'9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0149'PIERRE, HUGHES COUNTY, ABOUT 1/4 MILE SOUTH OF THE MC CLURE
 PT0149'RANCH HOUSE, ABOUT 160 YARDS EAST OF BRIDGE 273, 45 FEET SOUTH OF
 PT0149'THE CENTER LINE OF THE TRACK, 19.5 FEET EAST OF THE FIRST POLE
 PT0149'EAST OF A PRIVATE-ROAD CROSSING, AND IN LINE WITH A ROW OF POLES.
 PT0149'A STANDARD DISK, STAMPED 1425.972 C 14 1926 AND SET IN THE TOP
 PT0149'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0027 ***********************************************************************
 OS0027  DESIGNATION -  C 140
 OS0027  PID         -  OS0027
 OS0027  STATE/COUNTY-  SD/TRIPP
 OS0027  COUNTRY     -  US
 OS0027  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 OS0027
 OS0027                         *CURRENT SURVEY CONTROL
 OS0027  ______________________________________________________________________
 OS0027* NAD 83(1986) POSITION- 43 42 10.16   (N) 100 01 05.46   (W)   HD_HELD1
 OS0027* NAVD 88 ORTHO HEIGHT -   480.522 (meters)     1576.51  (feet) ADJUSTED
 OS0027  ______________________________________________________________________
 OS0027  GEOID HEIGHT    -        -25.620 (meters)                     GEOID18
 OS0027  DYNAMIC HEIGHT  -        480.366 (meters)     1576.00  (feet) COMP
 OS0027  MODELED GRAVITY -    980,281.4   (mgal)                       NAVD 88
 OS0027
 OS0027  VERT ORDER      -  SECOND    CLASS 0
 OS0027
 OS0027.The horizontal coordinates were determined by differentially corrected
 OS0027.hand held GPS observations or other comparable positioning techniques
 OS0027.and have an estimated accuracy of +/- 3 meters.
 OS0027
 OS0027.The orthometric height was determined by differential leveling and
 OS0027.adjusted by the NATIONAL GEODETIC SURVEY
 OS0027.in June 1991.
 OS0027
 OS0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0027.GEOID18 height accuracy estimate available here.
 OS0027
 OS0027.Click photographs - Photos may exist for this station.
 OS0027
 OS0027.The dynamic height is computed by dividing the NAVD 88
 OS0027.geopotential number by the normal gravity value computed on the
 OS0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0027.degrees latitude (g = 980.6199 gals.).
 OS0027
 OS0027.The modeled gravity was interpolated from observed gravity values.
 OS0027
 OS0027;                    North         East    Units  Estimated Accuracy
 OS0027;SPC SD S     -   152,186.6     625,400.4     MT  (+/- 3 meters HH1 GPS) 
 OS0027
 OS0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1796139370(NAD 83)
 OS0027
 OS0027                          SUPERSEDED SURVEY CONTROL
 OS0027
 OS0027  NGVD 29 (??/??/92)  480.137  (m)         1575.25   (f) ADJ UNCH    2 0
 OS0027
 OS0027.Superseded values are not recommended for survey control.
 OS0027
 OS0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0027.See file dsdata.pdf to determine how the superseded data were derived.
 OS0027
 OS0027_MARKER: DB = BENCH MARK DISK
 OS0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0027_STAMPING: C 140 1934
 OS0027_MARK LOGO: CGS
 OS0027_PROJECTION: PROJECTING 18 CENTIMETERS
 OS0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0027+STABILITY: SURFACE MOTION
 OS0027
 OS0027  HISTORY     - Date     Condition        Report By
 OS0027  HISTORY     - 1934     MONUMENTED       CGS
 OS0027  HISTORY     - 1940     GOOD             CGS
 OS0027
 OS0027                          STATION DESCRIPTION
 OS0027
 OS0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0027'1.1 MI E FROM PRESHO.
 OS0027'IN TRIPP COUNTY, ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16
 OS0027'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OS0027'STATION AT PRESHO, LYMAN COUNTY, THENCE ABOUT 14.2 MILES SOUTH
 OS0027'ALONG U.S. HIGHWAY 183, ABOUT 134 YARDS SOUTHEAST OF THE EAST
 OS0027'END OF THE BRIDGE OVER WHITE RIVER, 92 FEET EAST OF THE CENTER
 OS0027'LINE OF THE HIGHWAY, 22 FEET NORTH OF A 3-FOOT COTTONWOOD TREE,
 OS0027'1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 0.5 FOOT EAST
 OS0027'OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK,
 OS0027'STAMPED C 140 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0027'ABOUT 7 INCHES ABOVE GROUND.
 OS0027
 OS0027                          STATION RECOVERY (1940)
 OS0027
 OS0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0609 ***********************************************************************
 OR0609  DESIGNATION -  C 141
 OR0609  PID         -  OR0609
 OR0609  STATE/COUNTY-  SD/GREGORY
 OR0609  COUNTRY     -  US
 OR0609  USGS QUAD   -  DIXON (2017)
 OR0609
 OR0609                         *CURRENT SURVEY CONTROL
 OR0609  ______________________________________________________________________
 OR0609* NAD 83(1986) POSITION- 43 29 59.34   (N) 099 26 04.61   (W)   HD_HELD1
 OR0609* NAVD 88 ORTHO HEIGHT -   555.996 (meters)     1824.13  (feet) ADJUSTED
 OR0609  ______________________________________________________________________
 OR0609  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 OR0609  DYNAMIC HEIGHT  -        555.811 (meters)     1823.52  (feet) COMP
 OR0609  MODELED GRAVITY -    980,269.8   (mgal)                       NAVD 88
 OR0609
 OR0609  VERT ORDER      -  SECOND    CLASS 0
 OR0609
 OR0609.The horizontal coordinates were determined by differentially corrected
 OR0609.hand held GPS observations or other comparable positioning techniques
 OR0609.and have an estimated accuracy of +/- 3 meters.
 OR0609
 OR0609.The orthometric height was determined by differential leveling and
 OR0609.adjusted by the NATIONAL GEODETIC SURVEY
 OR0609.in June 1991.
 OR0609
 OR0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0609.GEOID18 height accuracy estimate available here.
 OR0609
 OR0609.Click photographs - Photos may exist for this station.
 OR0609
 OR0609.The dynamic height is computed by dividing the NAVD 88
 OR0609.geopotential number by the normal gravity value computed on the
 OR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0609.degrees latitude (g = 980.6199 gals.).
 OR0609
 OR0609.The modeled gravity was interpolated from observed gravity values.
 OR0609
 OR0609;                    North         East    Units  Estimated Accuracy
 OR0609;SPC SD S     -   129,978.9     672,677.6     MT  (+/- 3 meters HH1 GPS) 
 OR0609
 OR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6486316412(NAD 83)
 OR0609
 OR0609                          SUPERSEDED SURVEY CONTROL
 OR0609
 OR0609  NGVD 29 (??/??/92)  555.669  (m)         1823.06   (f) ADJ UNCH    2 0
 OR0609
 OR0609.Superseded values are not recommended for survey control.
 OR0609
 OR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0609.See file dsdata.pdf to determine how the superseded data were derived.
 OR0609
 OR0609_MARKER: DB = BENCH MARK DISK
 OR0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0609_STAMPING: C 141 1934
 OR0609_MARK LOGO: CGS
 OR0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0609+STABILITY: SURFACE MOTION
 OR0609
 OR0609  HISTORY     - Date     Condition        Report By
 OR0609  HISTORY     - 1934     MONUMENTED       CGS
 OR0609  HISTORY     - 1945     GOOD             CGS
 OR0609
 OR0609                          STATION DESCRIPTION
 OR0609
 OR0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0609'3.5 MI S FROM IONA.
 OR0609'IN GREGORY COUNTY, 3.5 MILES SOUTH ALONG STATE HIGHWAY 47 FROM
 OR0609'THE POST OFFICE AT IONA, LYMAN COUNTY, AT THE WEST END OF AN
 OR0609'EAST-WEST JOG IN THE HIGHWAY ALONG THE LYMAN-GREGORY COUNTY
 OR0609'LINE, 65 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 39.3
 OR0609'FEET NORTH OF THE CENTERLINE OF A SECTION-LINE ROAD, 81.7 FEET
 OR0609'EAST OF A FENCE CORNER, 0.3 FOOT SOUTH OF A FENCE, 1-1/2 FEET
 OR0609'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 OR0609'A STANDARD DISK, STAMPED C 141 1934 AND SET IN THE TOP OF A
 OR0609'CONCRETE POST ABOUT 2 INCHES UNDER GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0207 ***********************************************************************
 OR0207  DESIGNATION -  C 142
 OR0207  PID         -  OR0207
 OR0207  STATE/COUNTY-  SD/CHARLES MIX
 OR0207  COUNTRY     -  US
 OR0207  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0207
 OR0207                         *CURRENT SURVEY CONTROL
 OR0207  ______________________________________________________________________
 OR0207* NAD 83(1986) POSITION- 43 09 23.     (N) 098 46 55.     (W)   SCALED
 OR0207* NAVD 88 ORTHO HEIGHT -   395.314 (meters)     1296.96  (feet) ADJUSTED
 OR0207  ______________________________________________________________________
 OR0207  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 OR0207  DYNAMIC HEIGHT  -        395.176 (meters)     1296.51  (feet) COMP
 OR0207  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 OR0207
 OR0207  VERT ORDER      -  FIRST     CLASS II
 OR0207
 OR0207.The horizontal coordinates were scaled from a map and have
 OR0207.an estimated accuracy of +/- 6 seconds.
 OR0207
 OR0207.The orthometric height was determined by differential leveling and
 OR0207.adjusted by the NATIONAL GEODETIC SURVEY
 OR0207.in June 1991.
 OR0207
 OR0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0207.GEOID18 height accuracy estimate available here.
 OR0207
 OR0207.Click photographs - Photos may exist for this station.
 OR0207
 OR0207.The dynamic height is computed by dividing the NAVD 88
 OR0207.geopotential number by the normal gravity value computed on the
 OR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0207.degrees latitude (g = 980.6199 gals.).
 OR0207
 OR0207.The modeled gravity was interpolated from observed gravity values.
 OR0207
 OR0207;                    North         East    Units  Estimated Accuracy
 OR0207;SPC SD S     -    92,610.      726,170.      MT  (+/- 180 meters Scaled)
 OR0207
 OR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN177782(NAD 83)
 OR0207
 OR0207                          SUPERSEDED SURVEY CONTROL
 OR0207
 OR0207  NGVD 29 (??/??/92)  394.989  (m)         1295.89   (f) ADJ UNCH    1 2
 OR0207
 OR0207.Superseded values are not recommended for survey control.
 OR0207
 OR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0207.See file dsdata.pdf to determine how the superseded data were derived.
 OR0207
 OR0207_MARKER: DB = BENCH MARK DISK
 OR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0207_STAMPING: C 142 1934
 OR0207_MARK LOGO: CGS
 OR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0207+STABILITY: SURFACE MOTION
 OR0207
 OR0207  HISTORY     - Date     Condition        Report By
 OR0207  HISTORY     - 1934     MONUMENTED       CGS
 OR0207  HISTORY     - 1949     GOOD             CGS
 OR0207  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0207
 OR0207                          STATION DESCRIPTION
 OR0207
 OR0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0207'1.9 MI E FROM WHEELER.
 OR0207'1.9 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0207'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, AT A
 OR0207'FIELD ENTRANCE, 34.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0207'15 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING INTO THE
 OR0207'FIELD, 24.5 FEET SOUTHWEST OF A POLE, 8.8 FEET SOUTHEAST OF A
 OR0207'CORNER FENCE POST, 8.0 FEET SOUTH OF A REFERENCE POST, 1.2 FEET
 OR0207'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0207'ABOUT 10 INCHES ABOVE THE GROUND.  NOTE-- IT IS REPORTED THAT
 OR0207'WHEN THE FORT RANDALL DAM IS COMPLETED THE PRESENT SITE OF THE
 OR0207'HIGHWAY AT THE LOCATION OF THIS BENCH MARK WILL BE UNDER WATER.
 OR0207
 OR0207                          STATION RECOVERY (2013)
 OR0207
 OR0207'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0110 ***********************************************************************
 OR0110  DESIGNATION -  C 143
 OR0110  PID         -  OR0110
 OR0110  STATE/COUNTY-  SD/CHARLES MIX
 OR0110  COUNTRY     -  US
 OR0110  USGS QUAD   -  DANTE (2017)
 OR0110
 OR0110                         *CURRENT SURVEY CONTROL
 OR0110  ______________________________________________________________________
 OR0110* NAD 83(1986) POSITION- 43 02 09.     (N) 098 11 00.     (W)   SCALED
 OR0110* NAVD 88 ORTHO HEIGHT -   417.361 (meters)     1369.29  (feet) ADJUSTED
 OR0110  ______________________________________________________________________
 OR0110  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 OR0110  DYNAMIC HEIGHT  -        417.221 (meters)     1368.83  (feet) COMP
 OR0110  MODELED GRAVITY -    980,271.5   (mgal)                       NAVD 88
 OR0110
 OR0110  VERT ORDER      -  SECOND    CLASS 0
 OR0110
 OR0110.The horizontal coordinates were scaled from a map and have
 OR0110.an estimated accuracy of +/- 6 seconds.
 OR0110
 OR0110.The orthometric height was determined by differential leveling and
 OR0110.adjusted by the NATIONAL GEODETIC SURVEY
 OR0110.in June 1991.
 OR0110
 OR0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0110.GEOID18 height accuracy estimate available here.
 OR0110
 OR0110.Click photographs - Photos may exist for this station.
 OR0110
 OR0110.The dynamic height is computed by dividing the NAVD 88
 OR0110.geopotential number by the normal gravity value computed on the
 OR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0110.degrees latitude (g = 980.6199 gals.).
 OR0110
 OR0110.The modeled gravity was interpolated from observed gravity values.
 OR0110
 OR0110;                    North         East    Units  Estimated Accuracy
 OR0110;SPC SD S     -    80,310.      775,180.      MT  (+/- 180 meters Scaled)
 OR0110
 OR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN665651(NAD 83)
 OR0110
 OR0110                          SUPERSEDED SURVEY CONTROL
 OR0110
 OR0110  NGVD 29 (??/??/92)  417.091  (m)         1368.41   (f) ADJ UNCH    2 0
 OR0110
 OR0110.Superseded values are not recommended for survey control.
 OR0110
 OR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0110.See file dsdata.pdf to determine how the superseded data were derived.
 OR0110
 OR0110_MARKER: DB = BENCH MARK DISK
 OR0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0110_STAMPING: C 143 1934
 OR0110_MARK LOGO: CGS
 OR0110_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0110+STABILITY: SURFACE MOTION
 OR0110
 OR0110  HISTORY     - Date     Condition        Report By
 OR0110  HISTORY     - 1934     MONUMENTED       CGS
 OR0110
 OR0110                          STATION DESCRIPTION
 OR0110
 OR0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0110'AT DANTE.
 OR0110'AT DANTE, CHARLES MIX COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0110'AND PACIFIC RAILROAD, 135 YARDS SOUTHEAST OF THE STATION, 120
 OR0110'YARDS NORTHWEST OF A BASEBALL DIAMOND, 44.4 FEET SOUTH OF THE
 OR0110'SOUTH RAIL, 4.2 FEET NORTH OF A FENCE, AND 1 FOOT SOUTHWEST OF
 OR0110'A POLE.  A STANDARD DISK, STAMPED C 143 1934 AND SET IN THE TOP
 OR0110'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0080 ***********************************************************************
 OR0080  DESIGNATION -  C 144
 OR0080  PID         -  OR0080
 OR0080  STATE/COUNTY-  SD/DOUGLAS
 OR0080  COUNTRY     -  US
 OR0080  USGS QUAD   -  CORSICA (2017)
 OR0080
 OR0080                         *CURRENT SURVEY CONTROL
 OR0080  ______________________________________________________________________
 OR0080* NAD 83(1986) POSITION- 43 24 50.     (N) 098 24 32.     (W)   SCALED
 OR0080* NAVD 88 ORTHO HEIGHT -   472.063 (meters)     1548.76  (feet) ADJUSTED
 OR0080  ______________________________________________________________________
 OR0080  GEOID HEIGHT    -        -26.545 (meters)                     GEOID18
 OR0080  DYNAMIC HEIGHT  -        471.916 (meters)     1548.28  (feet) COMP
 OR0080  MODELED GRAVITY -    980,294.9   (mgal)                       NAVD 88
 OR0080
 OR0080  VERT ORDER      -  SECOND    CLASS 0
 OR0080
 OR0080.The horizontal coordinates were scaled from a map and have
 OR0080.an estimated accuracy of +/- 6 seconds.
 OR0080
 OR0080.The orthometric height was determined by differential leveling and
 OR0080.adjusted by the NATIONAL GEODETIC SURVEY
 OR0080.in June 1991.
 OR0080
 OR0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0080.GEOID18 height accuracy estimate available here.
 OR0080
 OR0080.Click photographs - Photos may exist for this station.
 OR0080
 OR0080.The dynamic height is computed by dividing the NAVD 88
 OR0080.geopotential number by the normal gravity value computed on the
 OR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0080.degrees latitude (g = 980.6199 gals.).
 OR0080
 OR0080.The modeled gravity was interpolated from observed gravity values.
 OR0080
 OR0080;                    North         East    Units  Estimated Accuracy
 OR0080;SPC SD S     -   121,850.      755,840.      MT  (+/- 180 meters Scaled)
 OR0080
 OR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP478069(NAD 83)
 OR0080
 OR0080                          SUPERSEDED SURVEY CONTROL
 OR0080
 OR0080  NGVD 29 (??/??/92)  471.740  (m)         1547.70   (f) ADJ UNCH    2 0
 OR0080
 OR0080.Superseded values are not recommended for survey control.
 OR0080
 OR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0080.See file dsdata.pdf to determine how the superseded data were derived.
 OR0080
 OR0080_MARKER: DB = BENCH MARK DISK
 OR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0080_STAMPING: C 144 1934
 OR0080_MARK LOGO: CGS
 OR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0080+STABILITY: SURFACE MOTION
 OR0080
 OR0080  HISTORY     - Date     Condition        Report By
 OR0080  HISTORY     - 1934     MONUMENTED       CGS
 OR0080
 OR0080                          STATION DESCRIPTION
 OR0080
 OR0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0080'0.7 MI S FROM CORSICA.
 OR0080'ABOUT 0.7 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0080'PACIFIC RAILROAD FROM THE STATION AT CORSICA, DOUGLAS COUNTY,
 OR0080'AT A SECTION-ROAD CROSSING, ABOUT 55 YARDS SOUTH OF THE CENTER
 OR0080'LINE OF THE SECTION ROAD, 42.0 FEET EAST OF THE CENTER LINE OF
 OR0080'STATE HIGHWAY 41, AND 38.9 FEET WEST OF THE WEST RAIL.  A
 OR0080'STANDARD DISK, STAMPED C 144 1934 AND SET IN THE TOP OF A CONCRETE
 OR0080'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0976 ***********************************************************************
 NM0976  DESIGNATION -  C 146
 NM0976  PID         -  NM0976
 NM0976  STATE/COUNTY-  SD/YANKTON
 NM0976  COUNTRY     -  US
 NM0976  USGS QUAD   -  YANKTON (2017)
 NM0976
 NM0976                         *CURRENT SURVEY CONTROL
 NM0976  ______________________________________________________________________
 NM0976* NAD 83(1986) POSITION- 42 57 57.     (N) 097 28 57.     (W)   SCALED
 NM0976* NAVD 88 ORTHO HEIGHT -   420.758 (meters)     1380.44  (feet) ADJUSTED
 NM0976  ______________________________________________________________________
 NM0976  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 NM0976  DYNAMIC HEIGHT  -        420.633 (meters)     1380.03  (feet) COMP
 NM0976  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 NM0976
 NM0976  VERT ORDER      -  SECOND    CLASS 0
 NM0976
 NM0976.The horizontal coordinates were scaled from a map and have
 NM0976.an estimated accuracy of +/- 6 seconds.
 NM0976
 NM0976.The orthometric height was determined by differential leveling and
 NM0976.adjusted by the NATIONAL GEODETIC SURVEY
 NM0976.in June 1991.
 NM0976
 NM0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0976.GEOID18 height accuracy estimate available here.
 NM0976
 NM0976.Click photographs - Photos may exist for this station.
 NM0976
 NM0976.The dynamic height is computed by dividing the NAVD 88
 NM0976.geopotential number by the normal gravity value computed on the
 NM0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0976.degrees latitude (g = 980.6199 gals.).
 NM0976
 NM0976.The modeled gravity was interpolated from observed gravity values.
 NM0976
 NM0976;                    North         East    Units  Estimated Accuracy
 NM0976;SPC SD S     -    74,260.      832,540.      MT  (+/- 180 meters Scaled)
 NM0976
 NM0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN237581(NAD 83)
 NM0976
 NM0976                          SUPERSEDED SURVEY CONTROL
 NM0976
 NM0976  NGVD 29 (??/??/92)  420.533  (m)         1379.70   (f) ADJ UNCH    2 0
 NM0976
 NM0976.Superseded values are not recommended for survey control.
 NM0976
 NM0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0976.See file dsdata.pdf to determine how the superseded data were derived.
 NM0976
 NM0976_MARKER: DB = BENCH MARK DISK
 NM0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0976_STAMPING: C 146 1934
 NM0976_MARK LOGO: CGS
 NM0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0976+STABILITY: SURFACE MOTION
 NM0976
 NM0976  HISTORY     - Date     Condition        Report By
 NM0976  HISTORY     - 1934     MONUMENTED       CGS
 NM0976  HISTORY     - 1946     GOOD             CGS
 NM0976
 NM0976                          STATION DESCRIPTION
 NM0976
 NM0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0976'1.4 MI SE FROM UTICA.
 NM0976'1.4 MILES SOUTHEAST OF STATION ALONG C.M.ST.P. AND P.R.R. AT
 NM0976'UTICA, 289 FEET SOUTHEAST OF CENTERLINES OF ROAD CROSSING TRACK
 NM0976'AND TRACK, 150 FEET NORTHEAST OF M.P. 160, 46 FEET NORTHEAST
 NM0976'OF NORTHEAST RAIL, 1.9 FEET SOUTHWEST OF R/W FENCE.  STANDARD
 NM0976'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 NM0976
 NM0976                          STATION RECOVERY (1946)
 NM0976
 NM0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM0976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0063 ***********************************************************************
 OR0063  DESIGNATION -  C 147
 OR0063  PID         -  OR0063
 OR0063  STATE/COUNTY-  SD/DAVISON
 OR0063  COUNTRY     -  US
 OR0063  USGS QUAD   -  MITCHELL (2017)
 OR0063
 OR0063                         *CURRENT SURVEY CONTROL
 OR0063  ______________________________________________________________________
 OR0063* NAD 83(1986) POSITION- 43 41 18.     (N) 098 00 21.     (W)   SCALED
 OR0063* NAVD 88 ORTHO HEIGHT -   411.749 (meters)     1350.88  (feet) ADJUSTED
 OR0063  ______________________________________________________________________
 OR0063  GEOID HEIGHT    -        -26.178 (meters)                     GEOID18
 OR0063  DYNAMIC HEIGHT  -        411.646 (meters)     1350.54  (feet) COMP
 OR0063  MODELED GRAVITY -    980,358.2   (mgal)                       NAVD 88
 OR0063
 OR0063  VERT ORDER      -  SECOND    CLASS 0
 OR0063
 OR0063.The horizontal coordinates were scaled from a map and have
 OR0063.an estimated accuracy of +/- 6 seconds.
 OR0063
 OR0063.The orthometric height was determined by differential leveling and
 OR0063.adjusted by the NATIONAL GEODETIC SURVEY
 OR0063.in June 1991.
 OR0063
 OR0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0063.GEOID18 height accuracy estimate available here.
 OR0063
 OR0063.Click photographs - Photos may exist for this station.
 OR0063
 OR0063.The dynamic height is computed by dividing the NAVD 88
 OR0063.geopotential number by the normal gravity value computed on the
 OR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0063.degrees latitude (g = 980.6199 gals.).
 OR0063
 OR0063.The modeled gravity was interpolated from observed gravity values.
 OR0063
 OR0063;                    North         East    Units  Estimated Accuracy
 OR0063;SPC SD S     -   153,160.      787,610.      MT  (+/- 180 meters Scaled)
 OR0063
 OR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP801377(NAD 83)
 OR0063
 OR0063                          SUPERSEDED SURVEY CONTROL
 OR0063
 OR0063  NGVD 29 (??/??/92)  411.448  (m)         1349.89   (f) ADJ UNCH    2 0
 OR0063
 OR0063.Superseded values are not recommended for survey control.
 OR0063
 OR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0063.See file dsdata.pdf to determine how the superseded data were derived.
 OR0063
 OR0063_MARKER: DB = BENCH MARK DISK
 OR0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0063_STAMPING: C 147 1934
 OR0063_MARK LOGO: CGS
 OR0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0063+STABILITY: SURFACE MOTION
 OR0063
 OR0063  HISTORY     - Date     Condition        Report By
 OR0063  HISTORY     - 1934     MONUMENTED       CGS
 OR0063  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0063
 OR0063                          STATION DESCRIPTION
 OR0063
 OR0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0063'9.3 MI N FROM ETHAN.
 OR0063'9.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0063'PACIFIC RAILROAD FROM THE STATION AT ETHAN, DAVISON COUNTY,
 OR0063'ABOUT 252 FEET NORTH AND ABOUT 195 FEET EAST OF STATE HIGHWAY
 OR0063'37, 36.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 12
 OR0063'FEET EAST OF A POLE.  A STANDARD DISK, STAMPED C 147 1934 AND
 OR0063'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OR0063'ABOVE GROUND.
 OR0063
 OR0063                          STATION RECOVERY (1991)
 OR0063
 OR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0063'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0387 ***********************************************************************
 OQ0387  DESIGNATION -  C 149
 OQ0387  PID         -  OQ0387
 OQ0387  STATE/COUNTY-  SD/TURNER
 OQ0387  COUNTRY     -  US
 OQ0387  USGS QUAD   -  PARKER (2017)
 OQ0387
 OQ0387                         *CURRENT SURVEY CONTROL
 OQ0387  ______________________________________________________________________
 OQ0387* NAD 83(1986) POSITION- 43 24 24.     (N) 097 13 15.     (W)   SCALED
 OQ0387* NAVD 88 ORTHO HEIGHT -   443.343 (meters)     1454.53  (feet) ADJUSTED
 OQ0387  ______________________________________________________________________
 OQ0387  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 OQ0387  DYNAMIC HEIGHT  -        443.224 (meters)     1454.14  (feet) COMP
 OQ0387  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 OQ0387
 OQ0387  VERT ORDER      -  SECOND    CLASS 0
 OQ0387
 OQ0387.The horizontal coordinates were scaled from a map and have
 OQ0387.an estimated accuracy of +/- 6 seconds.
 OQ0387
 OQ0387.The orthometric height was determined by differential leveling and
 OQ0387.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0387.in June 1991.
 OQ0387
 OQ0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0387.GEOID18 height accuracy estimate available here.
 OQ0387
 OQ0387.Click photographs - Photos may exist for this station.
 OQ0387
 OQ0387.The dynamic height is computed by dividing the NAVD 88
 OQ0387.geopotential number by the normal gravity value computed on the
 OQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0387.degrees latitude (g = 980.6199 gals.).
 OQ0387
 OQ0387.The modeled gravity was interpolated from observed gravity values.
 OQ0387
 OQ0387;                    North         East    Units  Estimated Accuracy
 OQ0387;SPC SD S     -   123,960.      852,040.      MT  (+/- 180 meters Scaled)
 OQ0387
 OQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP440075(NAD 83)
 OQ0387
 OQ0387                          SUPERSEDED SURVEY CONTROL
 OQ0387
 OQ0387  NGVD 29 (??/??/92)  443.075  (m)         1453.66   (f) ADJ UNCH    2 0
 OQ0387
 OQ0387.Superseded values are not recommended for survey control.
 OQ0387
 OQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0387.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0387
 OQ0387_MARKER: DB = BENCH MARK DISK
 OQ0387_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0387_STAMPING: C 149 1934
 OQ0387_MARK LOGO: CGS
 OQ0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0387
 OQ0387  HISTORY     - Date     Condition        Report By
 OQ0387  HISTORY     - 1934     MONUMENTED       CGS
 OQ0387
 OQ0387                          STATION DESCRIPTION
 OQ0387
 OQ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0387'4.2 MI NW FROM PARKER.
 OQ0387'LOCATED 4.2 MILES NW. OF THE MILWAUKEE RWY. STATION AT PARKER,
 OQ0387'ALONG C.M. ST. P. AND B. R.R., 48 FT. E. OF CENTERLINE OF A
 OQ0387'SECTION ROAD THAT CROSSES TRACK, 45.8 FT. N. OF NORTH RAIL
 OQ0387'OF TRACK, 14 FT. EAST OF CORNER OF FENCE, 1.2 FT. SOUTH OF R/W
 OQ0387'FENCE LINE.  STANDARD TABLET SET IN TOP OF A CONCRETE POST
 OQ0387'6 IN HIGH.  STAMPED C-149--1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0015 ***********************************************************************
 PT0015  DESIGNATION -  C 15
 PT0015  PID         -  PT0015
 PT0015  STATE/COUNTY-  SD/SULLY
 PT0015  COUNTRY     -  US
 PT0015  USGS QUAD   -  AGAR (2017)
 PT0015
 PT0015                         *CURRENT SURVEY CONTROL
 PT0015  ______________________________________________________________________
 PT0015* NAD 83(1986) POSITION- 44 50 14.     (N) 100 04 25.     (W)   SCALED
 PT0015* NAVD 88 ORTHO HEIGHT -   564.655 (meters)     1852.54  (feet) ADJUSTED
 PT0015  ______________________________________________________________________
 PT0015  GEOID HEIGHT    -        -22.812 (meters)                     GEOID18
 PT0015  DYNAMIC HEIGHT  -        564.558 (meters)     1852.22  (feet) COMP
 PT0015  MODELED GRAVITY -    980,428.9   (mgal)                       NAVD 88
 PT0015
 PT0015  VERT ORDER      -  FIRST     CLASS II
 PT0015
 PT0015.The horizontal coordinates were scaled from a map and have
 PT0015.an estimated accuracy of +/- 6 seconds.
 PT0015
 PT0015.The orthometric height was determined by differential leveling and
 PT0015.adjusted by the NATIONAL GEODETIC SURVEY
 PT0015.in June 1991.
 PT0015
 PT0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0015.GEOID18 height accuracy estimate available here.
 PT0015
 PT0015.Click photographs - Photos may exist for this station.
 PT0015
 PT0015.The dynamic height is computed by dividing the NAVD 88
 PT0015.geopotential number by the normal gravity value computed on the
 PT0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0015.degrees latitude (g = 980.6199 gals.).
 PT0015
 PT0015.The modeled gravity was interpolated from observed gravity values.
 PT0015
 PT0015;                    North         East    Units  Estimated Accuracy
 PT0015;SPC SD N     -   111,560.      594,180.      MT  (+/- 180 meters Scaled)
 PT0015
 PT0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ151654(NAD 83)
 PT0015
 PT0015                          SUPERSEDED SURVEY CONTROL
 PT0015
 PT0015  NGVD 29 (??/??/92)  564.286  (m)         1851.33   (f) ADJ UNCH    1 2
 PT0015
 PT0015.Superseded values are not recommended for survey control.
 PT0015
 PT0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0015.See file dsdata.pdf to determine how the superseded data were derived.
 PT0015
 PT0015_MARKER: DB = BENCH MARK DISK
 PT0015_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0015_SP_SET: STEP
 PT0015_STAMPING: 1851.328 C 15 1926
 PT0015_MARK LOGO: CGS
 PT0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0015
 PT0015  HISTORY     - Date     Condition        Report By
 PT0015  HISTORY     - 1926     MONUMENTED       CGS
 PT0015  HISTORY     - 1964     GOOD             USGS
 PT0015
 PT0015                          STATION DESCRIPTION
 PT0015
 PT0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0015'AT AGAR.
 PT0015'AT AGAR, SULLY COUNTY, ONE BLOCK EAST OF THE CHICAGO AND NORTH
 PT0015'WESTERN RAILWAY, AT THE AGAR STATE BANK BUILDING, AT THE SOUTHWEST
 PT0015'ENTRANCE, IN THE TOP OF THE STEP, AND ABOUT 5 INCHES FROM THE
 PT0015'SIDE OF THE BUILDING.  A STANDARD DISK, STAMPED 1851.328 C
 PT0015'15 1926.
 PT0015
 PT0015                          STATION RECOVERY (1964)
 PT0015
 PT0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1350 ***********************************************************************
 NM1350  DESIGNATION -  C 150
 NM1350  PID         -  NM1350
 NM1350  STATE/COUNTY-  SD/BON HOMME
 NM1350  COUNTRY     -  US
 NM1350  USGS QUAD   -  TYNDALL (2017)
 NM1350
 NM1350                         *CURRENT SURVEY CONTROL
 NM1350  ______________________________________________________________________
 NM1350* NAD 83(1986) POSITION- 42 59 45.     (N) 097 51 24.     (W)   SCALED
 NM1350* NAVD 88 ORTHO HEIGHT -   431.585 (meters)     1415.96  (feet) ADJUSTED
 NM1350  ______________________________________________________________________
 NM1350  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 NM1350  DYNAMIC HEIGHT  -        431.449 (meters)     1415.51  (feet) COMP
 NM1350  MODELED GRAVITY -    980,292.2   (mgal)                       NAVD 88
 NM1350
 NM1350  VERT ORDER      -  SECOND    CLASS 0
 NM1350
 NM1350.The horizontal coordinates were scaled from a map and have
 NM1350.an estimated accuracy of +/- 6 seconds.
 NM1350
 NM1350.The orthometric height was determined by differential leveling and
 NM1350.adjusted by the NATIONAL GEODETIC SURVEY
 NM1350.in June 1991.
 NM1350
 NM1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1350.GEOID18 height accuracy estimate available here.
 NM1350
 NM1350.Click photographs - Photos may exist for this station.
 NM1350
 NM1350.The dynamic height is computed by dividing the NAVD 88
 NM1350.geopotential number by the normal gravity value computed on the
 NM1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1350.degrees latitude (g = 980.6199 gals.).
 NM1350
 NM1350.The modeled gravity was interpolated from observed gravity values.
 NM1350
 NM1350;                    North         East    Units  Estimated Accuracy
 NM1350;SPC SD S     -    76,610.      801,930.      MT  (+/- 180 meters Scaled)
 NM1350
 NM1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN931609(NAD 83)
 NM1350
 NM1350                          SUPERSEDED SURVEY CONTROL
 NM1350
 NM1350  NGVD 29 (??/??/92)  431.332  (m)         1415.13   (f) ADJ UNCH    2 0
 NM1350
 NM1350.Superseded values are not recommended for survey control.
 NM1350
 NM1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1350.See file dsdata.pdf to determine how the superseded data were derived.
 NM1350
 NM1350_MARKER: DB = BENCH MARK DISK
 NM1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1350_STAMPING: C 150 1934
 NM1350_MARK LOGO: CGS
 NM1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1350+STABILITY: SURFACE MOTION
 NM1350
 NM1350  HISTORY     - Date     Condition        Report By
 NM1350  HISTORY     - 1934     MONUMENTED       CGS
 NM1350  HISTORY     - 1940     GOOD             CGS
 NM1350  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM1350
 NM1350                          STATION DESCRIPTION
 NM1350
 NM1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1350'0.4 MI NE FROM TYNDALL.
 NM1350'0.4 MILE N.E. OF THE RR. STA. AT TYNDALL, AT RR. CROSSING, 45.8
 NM1350'FT N.W. OF THE N.W. RAIL, 96.0 FT. N.E. OF THE CENTER OF
 NM1350'GRAVELED ROAD CROSSING TRACK, 0.5 FT. N. OF WHITE MARKER POST,
 NM1350'1 IN. ABOVE GROUND.
 NM1350
 NM1350                          STATION RECOVERY (1993)
 NM1350
 NM1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1350'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0397 ***********************************************************************
 OQ0397  DESIGNATION -  C 151
 OQ0397  PID         -  OQ0397
 OQ0397  STATE/COUNTY-  SD/TURNER
 OQ0397  COUNTRY     -  US
 OQ0397  USGS QUAD   -  IRENE (2017)
 OQ0397
 OQ0397                         *CURRENT SURVEY CONTROL
 OQ0397  ______________________________________________________________________
 OQ0397* NAD 83(1986) POSITION- 43 06 28.     (N) 097 08 25.     (W)   SCALED
 OQ0397* NAVD 88 ORTHO HEIGHT -   415.467 (meters)     1363.08  (feet) ADJUSTED
 OQ0397  ______________________________________________________________________
 OQ0397  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 OQ0397  DYNAMIC HEIGHT  -        415.345 (meters)     1362.68  (feet) COMP
 OQ0397  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 OQ0397
 OQ0397  VERT ORDER      -  SECOND    CLASS 0
 OQ0397
 OQ0397.The horizontal coordinates were scaled from a map and have
 OQ0397.an estimated accuracy of +/- 6 seconds.
 OQ0397
 OQ0397.The orthometric height was determined by differential leveling and
 OQ0397.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0397.in June 1991.
 OQ0397
 OQ0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0397.GEOID18 height accuracy estimate available here.
 OQ0397
 OQ0397.Click photographs - Photos may exist for this station.
 OQ0397
 OQ0397.The dynamic height is computed by dividing the NAVD 88
 OQ0397.geopotential number by the normal gravity value computed on the
 OQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0397.degrees latitude (g = 980.6199 gals.).
 OQ0397
 OQ0397.The modeled gravity was interpolated from observed gravity values.
 OQ0397
 OQ0397;                    North         East    Units  Estimated Accuracy
 OQ0397;SPC SD S     -    91,030.      859,830.      MT  (+/- 180 meters Scaled)
 OQ0397
 OQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN513744(NAD 83)
 OQ0397
 OQ0397                          SUPERSEDED SURVEY CONTROL
 OQ0397
 OQ0397  NGVD 29 (??/??/92)  415.239  (m)         1362.33   (f) ADJ UNCH    2 0
 OQ0397
 OQ0397.Superseded values are not recommended for survey control.
 OQ0397
 OQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0397.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0397
 OQ0397_MARKER: DB = BENCH MARK DISK
 OQ0397_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0397_STAMPING: C 151 1934
 OQ0397_MARK LOGO: CGS
 OQ0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0397
 OQ0397  HISTORY     - Date     Condition        Report By
 OQ0397  HISTORY     - 1934     MONUMENTED       CGS
 OQ0397
 OQ0397                          STATION DESCRIPTION
 OQ0397
 OQ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0397'2.1 MI NE FROM IRENE.
 OQ0397'LOCATED 2.1 MILES NORTHEAST OF STATION AT IRENE, ALONG GREAT
 OQ0397'NORTHERN RWY., 0.5 OF MILE NORTHEAST OF M.P. 185, 225 FEET SOUTHWEST
 OQ0397'OF THE SOUTHWEST CORNER OF A WOOD TRESTLE, 43 FEET SOUTHEAST OF
 OQ0397'CENTERLINES INTERSECTION OF A SECTION LINE ROAD AND TRACKS, 42
 OQ0397'FEET SOUTHEAST OF SOUTHEAST RAIL.  STANDARD TABLET SET IN TOP OF
 OQ0397'CONCRETE POST 6 INCHES HIGH.  STAMPED C-151--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0766 ***********************************************************************
 NM0766  DESIGNATION -  C 152
 NM0766  PID         -  NM0766
 NM0766  STATE/COUNTY-  SD/UNION
 NM0766  COUNTRY     -  US
 NM0766  USGS QUAD   -  BURBANK (2017)
 NM0766
 NM0766                         *CURRENT SURVEY CONTROL
 NM0766  ______________________________________________________________________
 NM0766* NAD 83(1986) POSITION- 42 42 57.     (N) 096 45 08.     (W)   SCALED
 NM0766* NAVD 88 ORTHO HEIGHT -   343.834 (meters)     1128.06  (feet) ADJUSTED
 NM0766  ______________________________________________________________________
 NM0766  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM0766  DYNAMIC HEIGHT  -        343.735 (meters)     1127.74  (feet) COMP
 NM0766  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 NM0766
 NM0766  VERT ORDER      -  SECOND    CLASS 0
 NM0766
 NM0766.The horizontal coordinates were scaled from a map and have
 NM0766.an estimated accuracy of +/- 6 seconds.
 NM0766
 NM0766.The orthometric height was determined by differential leveling and
 NM0766.adjusted by the NATIONAL GEODETIC SURVEY
 NM0766.in June 1991.
 NM0766
 NM0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0766.GEOID18 height accuracy estimate available here.
 NM0766
 NM0766.Click photographs - Photos may exist for this station.
 NM0766
 NM0766.The dynamic height is computed by dividing the NAVD 88
 NM0766.geopotential number by the normal gravity value computed on the
 NM0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0766.degrees latitude (g = 980.6199 gals.).
 NM0766
 NM0766.The modeled gravity was interpolated from observed gravity values.
 NM0766
 NM0766;                    North         East    Units  Estimated Accuracy
 NM0766;SPC SD S     -    48,820.      893,270.      MT  (+/- 180 meters Scaled)
 NM0766
 NM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN840317(NAD 83)
 NM0766
 NM0766                          SUPERSEDED SURVEY CONTROL
 NM0766
 NM0766  NGVD 29 (??/??/92)  343.652  (m)         1127.46   (f) ADJ UNCH    2 0
 NM0766
 NM0766.Superseded values are not recommended for survey control.
 NM0766
 NM0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0766.See file dsdata.pdf to determine how the superseded data were derived.
 NM0766
 NM0766_MARKER: DB = BENCH MARK DISK
 NM0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0766_STAMPING: C 152 1934
 NM0766_MARK LOGO: CGS
 NM0766_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0766+STABILITY: SURFACE MOTION
 NM0766
 NM0766  HISTORY     - Date     Condition        Report By
 NM0766  HISTORY     - 1934     MONUMENTED       CGS
 NM0766
 NM0766                          STATION DESCRIPTION
 NM0766
 NM0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0766'4.3 MI SE FROM BURBANK.
 NM0766'IN UNION COUNTY, 4.3 MILES SOUTHEAST ALONG THE CHICAGO,
 NM0766'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 NM0766'BURBANK, CLAY COUNTY, 4.1 MILES NORTHWEST OF THE STATION AT ELK
 NM0766'POINT, UNION COUNTY, AT A FARM-ROAD CROSSING, 41 FEET NORTHWEST
 NM0766'OF THE CENTERLINE OF THE FARM ROAD, 31.3 FEET SOUTHWEST OF THE
 NM0766'SOUTHWEST RAIL, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NM0766'FENCE.  A STANDARD DISK, STAMPED C 152 1934 AND SET IN THE TOP
 NM0766'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1577 ***********************************************************************
 NM1577  DESIGNATION -  C 152 RESET
 NM1577  PID         -  NM1577
 NM1577  STATE/COUNTY-  SD/UNION
 NM1577  COUNTRY     -  US
 NM1577  USGS QUAD   -  BURBANK (2017)
 NM1577
 NM1577                         *CURRENT SURVEY CONTROL
 NM1577  ______________________________________________________________________
 NM1577* NAD 83(1986) POSITION- 42 42 57.     (N) 096 45 08.     (W)   SCALED
 NM1577* NAVD 88 ORTHO HEIGHT -   343.74  (+/-2cm)     1127.8   (feet) VERTCON3
 NM1577  ______________________________________________________________________
 NM1577  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM1577  VERT ORDER      -  THIRD (See Below)
 NM1577
 NM1577.The horizontal coordinates were scaled from a map and have
 NM1577.an estimated accuracy of +/- 6 seconds.
 NM1577
 NM1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1577
 NM1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1577.GEOID18 height accuracy estimate available here.
 NM1577
 NM1577.The vertical order pertains to the NGVD 29 superseded value.
 NM1577
 NM1577.Click photographs - Photos may exist for this station.
 NM1577
 NM1577;                    North         East    Units  Estimated Accuracy
 NM1577;SPC SD S     -    48,820.      893,270.      MT  (+/- 180 meters Scaled)
 NM1577
 NM1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN840317(NAD 83)
 NM1577
 NM1577                          SUPERSEDED SURVEY CONTROL
 NM1577
 NM1577  NGVD 29 (04/17/07)  343.55   (m)         1127.1    (f) RESET       3  
 NM1577
 NM1577.Superseded values are not recommended for survey control.
 NM1577
 NM1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1577.See file dsdata.pdf to determine how the superseded data were derived.
 NM1577
 NM1577_MARKER: DV = VERTICAL CONTROL DISK
 NM1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1577_STAMPING: C 152 RESET 1981
 NM1577_MARK LOGO: NGS
 NM1577_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1577+STABILITY: SURFACE MOTION
 NM1577
 NM1577  HISTORY     - Date     Condition        Report By
 NM1577  HISTORY     - 1981     MONUMENTED       NGS
 NM1577
 NM1577                          STATION DESCRIPTION
 NM1577
 NM1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM1577'6.9 KM (4.3 MI) SE FROM BURBANK.
 NM1577'5.6 KM (3.5 MI) SOUTHEAST ALONG COUNTY ROAD 10 FROM THE JUNCTION OF
 NM1577'MAIN STREET IN BURBANK TO FARMS ON EACH SIDE OF THE ROAD, THENCE
 NM1577'1.3 KM (0.8 MI) SOUTHEAST ALONG COUNTY ROAD 10 TO A RAILROAD CROSSING
 NM1577'ON THE LEFT, 9.1 METERS (29.9 FEET) NORTHEAST OF THE NORTHEAST
 NM1577'RAIL OF RAILROAD TRACK, 4.4 METERS (14.4 FEET) NORTHWEST OF THE
 NM1577'CENTER OF THE CROSSING ROAD, 2.1 METERS (6.9 FEET) NORTHWEST OF A
 NM1577'GATE POST, AND 0.3 METER (1.0 FOOT) SOUTHWEST OF A FENCE.
 NM1577'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 NM1577'THE MARK IS 2.0 FT BELOW TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0222 ***********************************************************************
 QR0222  DESIGNATION -  C 16
 QR0222  PID         -  QR0222
 QR0222  STATE/COUNTY-  SD/FAULK
 QR0222  COUNTRY     -  US
 QR0222  USGS QUAD   -  BURKMERE (2017)
 QR0222
 QR0222                         *CURRENT SURVEY CONTROL
 QR0222  ______________________________________________________________________
 QR0222* NAD 83(1986) POSITION- 45 02 53.     (N) 099 20 54.     (W)   SCALED
 QR0222* NAVD 88 ORTHO HEIGHT -   539.862 (meters)     1771.20  (feet) ADJUSTED
 QR0222  ______________________________________________________________________
 QR0222  GEOID HEIGHT    -        -23.232 (meters)                     GEOID18
 QR0222  DYNAMIC HEIGHT  -        539.787 (meters)     1770.95  (feet) COMP
 QR0222  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 QR0222
 QR0222  VERT ORDER      -  FIRST     CLASS II
 QR0222
 QR0222.The horizontal coordinates were scaled from a map and have
 QR0222.an estimated accuracy of +/- 6 seconds.
 QR0222
 QR0222.The orthometric height was determined by differential leveling and
 QR0222.adjusted by the NATIONAL GEODETIC SURVEY
 QR0222.in July 1998.
 QR0222
 QR0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0222.GEOID18 height accuracy estimate available here.
 QR0222
 QR0222.Click photographs - Photos may exist for this station.
 QR0222
 QR0222.The dynamic height is computed by dividing the NAVD 88
 QR0222.geopotential number by the normal gravity value computed on the
 QR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0222.degrees latitude (g = 980.6199 gals.).
 QR0222
 QR0222.The modeled gravity was interpolated from observed gravity values.
 QR0222
 QR0222;                    North         East    Units  Estimated Accuracy
 QR0222;SPC SD N     -   135,190.      651,340.      MT  (+/- 180 meters Scaled)
 QR0222
 QR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ725883(NAD 83)
 QR0222
 QR0222                          SUPERSEDED SURVEY CONTROL
 QR0222
 QR0222  NAVD 88 (06/15/91)  539.866  (m)         1771.21   (f) SUPERSEDED  1 2
 QR0222  NGVD 29 (??/??/92)  539.506  (m)         1770.03   (f) ADJ UNCH    1 2
 QR0222
 QR0222.Superseded values are not recommended for survey control.
 QR0222
 QR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0222.See file dsdata.pdf to determine how the superseded data were derived.
 QR0222
 QR0222_MARKER: DB = BENCH MARK DISK
 QR0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0222_STAMPING: C 16 1926 1770.029
 QR0222_MARK LOGO: CGS
 QR0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0222+STABILITY: SURFACE MOTION
 QR0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0222+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 QR0222
 QR0222  HISTORY     - Date     Condition        Report By
 QR0222  HISTORY     - 1926     MONUMENTED       CGS
 QR0222  HISTORY     - 1973     GOOD             NGS
 QR0222  HISTORY     - 19960601 GOOD             NGS
 QR0222
 QR0222                          STATION DESCRIPTION
 QR0222
 QR0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0222'1.8 MI W FROM BURKMERE.
 QR0222'ABOUT 1.75 MILE WEST ALONG THE ABANDONED CHICAGO AND NORTH
 QR0222'WESTERN RAILWAY FROM THE GRAIN ELEVATOR AT BURKMERE, AT A GRAVELED
 QR0222'SECTION LINE ROAD CROSSING, 52 FEET SOUTH OF THE CENTER OF THE
 QR0222'ABANDONED RAILWAY, 38 FEET EAST OF THE CENTER OF THE GRAVELED
 QR0222'ROAD, 6 FEET EAST OF A STEEL PIPE FENCE POST WITH AN IRON BRACE,
 QR0222'6 FEET EAST OF A FENCE AND METAL WITNESS POST, AND SET IN THE
 QR0222'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 0.5
 QR0222'MILE NORTH OF U.S. HIGHWAY 212.
 QR0222
 QR0222                          STATION RECOVERY (1996)
 QR0222
 QR0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0222'17.9 KM (11.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QR0222'OFFICE IN FAULKTON, THENCE 0.8 KM (0.50 MI) NORTH ALONG A DIRT ROAD,
 QR0222'142.0 M (465.9 FT) EAST OF MILEPOST 256, 47.8 M (156.8 FT) NORTH OF
 QR0222'THE CENTER OF A FIELD ENTRANCE AND GATE, 15.0 M (49.2 FT) SOUTH OF THE
 QR0222'CENTER OF A RAILROAD GRADE (TRACKS REMOVED), 10.1 M (33.1 FT) EAST OF
 QR0222'THE ROAD CENTER, 1.8 M (5.9 FT) EAST OF A WITNESS POST AND FENCE, 0.1
 QR0222'M (0.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1
 QR0222'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0212 ***********************************************************************
 QR0212  DESIGNATION -  C 17
 QR0212  PID         -  QR0212
 QR0212  STATE/COUNTY-  SD/EDMUNDS
 QR0212  COUNTRY     -  US
 QR0212  USGS QUAD   -  ROSCOE (2017)
 QR0212
 QR0212                         *CURRENT SURVEY CONTROL
 QR0212  ______________________________________________________________________
 QR0212* NAD 83(1986) POSITION- 45 22 33.     (N) 099 19 19.     (W)   SCALED
 QR0212* NAVD 88 ORTHO HEIGHT -   536.564 (meters)     1760.38  (feet) ADJUSTED
 QR0212  ______________________________________________________________________
 QR0212  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 QR0212  DYNAMIC HEIGHT  -        536.509 (meters)     1760.20  (feet) COMP
 QR0212  MODELED GRAVITY -    980,495.6   (mgal)                       NAVD 88
 QR0212
 QR0212  VERT ORDER      -  FIRST     CLASS II
 QR0212
 QR0212.The horizontal coordinates were scaled from a map and have
 QR0212.an estimated accuracy of +/- 6 seconds.
 QR0212
 QR0212.The orthometric height was determined by differential leveling and
 QR0212.adjusted by the NATIONAL GEODETIC SURVEY
 QR0212.in June 1991.
 QR0212
 QR0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0212.GEOID18 height accuracy estimate available here.
 QR0212
 QR0212.Click photographs - Photos may exist for this station.
 QR0212
 QR0212.The dynamic height is computed by dividing the NAVD 88
 QR0212.geopotential number by the normal gravity value computed on the
 QR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0212.degrees latitude (g = 980.6199 gals.).
 QR0212
 QR0212.The modeled gravity was interpolated from observed gravity values.
 QR0212
 QR0212;                    North         East    Units  Estimated Accuracy
 QR0212;SPC SD N     -   171,630.      653,110.      MT  (+/- 180 meters Scaled)
 QR0212
 QR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR747247(NAD 83)
 QR0212
 QR0212                          SUPERSEDED SURVEY CONTROL
 QR0212
 QR0212  NGVD 29 (??/??/92)  536.195  (m)         1759.17   (f) ADJ UNCH    1 2
 QR0212
 QR0212.Superseded values are not recommended for survey control.
 QR0212
 QR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0212.See file dsdata.pdf to determine how the superseded data were derived.
 QR0212
 QR0212_MARKER: DB = BENCH MARK DISK
 QR0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0212_STAMPING: 1759.166 C 17 1927
 QR0212_MARK LOGO: CGS
 QR0212_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0212+STABILITY: SURFACE MOTION
 QR0212
 QR0212  HISTORY     - Date     Condition        Report By
 QR0212  HISTORY     - 1927     MONUMENTED       CGS
 QR0212  HISTORY     - 1934     GOOD             CGS
 QR0212
 QR0212                          STATION DESCRIPTION
 QR0212
 QR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0212'5.5 MI SE FROM ROSCOE.
 QR0212'5.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0212'AND PACIFIC RAILROAD FROM ROSCOE, EDMUNDS COUNTY, 110 FEET
 QR0212'NORTHWEST OF THE CENTER OF THE CROSSING OF A SECTION-LINE ROAD,
 QR0212'45.5 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 4.5 FEET
 QR0212'EAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QR0212'1759.166 C 17 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QR0212'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0551 ***********************************************************************
 OT0551  DESIGNATION -  C 178
 OT0551  PID         -  OT0551
 OT0551  STATE/COUNTY-  SD/PENNINGTON
 OT0551  COUNTRY     -  US
 OT0551  USGS QUAD   -  HILL CITY (2017)
 OT0551
 OT0551                         *CURRENT SURVEY CONTROL
 OT0551  ______________________________________________________________________
 OT0551* NAD 83(1986) POSITION- 43 53 47.42   (N) 103 35 27.18   (W)   HD_HELD1
 OT0551* NAVD 88 ORTHO HEIGHT -  1570.463 (meters)     5152.43  (feet) ADJUSTED
 OT0551  ______________________________________________________________________
 OT0551  GEOID HEIGHT    -        -13.625 (meters)                     GEOID18
 OT0551  DYNAMIC HEIGHT  -       1569.730 (meters)     5150.02  (feet) COMP
 OT0551  MODELED GRAVITY -    980,095.8   (mgal)                       NAVD 88
 OT0551
 OT0551  VERT ORDER      -  SECOND    CLASS 0
 OT0551
 OT0551.The horizontal coordinates were determined by differentially corrected
 OT0551.hand held GPS observations or other comparable positioning techniques
 OT0551.and have an estimated accuracy of +/- 3 meters.
 OT0551
 OT0551.The orthometric height was determined by differential leveling and
 OT0551.adjusted by the NATIONAL GEODETIC SURVEY
 OT0551.in June 1991.
 OT0551
 OT0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0551.GEOID18 height accuracy estimate available here.
 OT0551
 OT0551.Click photographs - Photos may exist for this station.
 OT0551
 OT0551.The dynamic height is computed by dividing the NAVD 88
 OT0551.geopotential number by the normal gravity value computed on the
 OT0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0551.degrees latitude (g = 980.6199 gals.).
 OT0551
 OT0551.The modeled gravity was interpolated from observed gravity values.
 OT0551
 OT0551;                    North         East    Units  Estimated Accuracy
 OT0551;SPC SD S     -   178,788.0     338,359.0     MT  (+/- 3 meters HH1 GPS) 
 OT0551
 OT0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1317161343(NAD 83)
 OT0551
 OT0551                          SUPERSEDED SURVEY CONTROL
 OT0551
 OT0551  NGVD 29 (??/??/92) 1569.809  (m)         5150.28   (f) ADJ UNCH    2 0
 OT0551
 OT0551.Superseded values are not recommended for survey control.
 OT0551
 OT0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0551.See file dsdata.pdf to determine how the superseded data were derived.
 OT0551
 OT0551_MARKER: DB = BENCH MARK DISK
 OT0551_SETTING: 66 = SET IN ROCK OUTCROP
 OT0551_STAMPING: C 178 1934
 OT0551_MARK LOGO: CGS
 OT0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0551+STABILITY: POSITION/ELEVATION WELL
 OT0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0551+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 OT0551
 OT0551  HISTORY     - Date     Condition        Report By
 OT0551  HISTORY     - 1934     MONUMENTED       CGS
 OT0551  HISTORY     - 20110514 GOOD             GEOCAC
 OT0551  HISTORY     - 20160916 GOOD             INDIV
 OT0551
 OT0551                          STATION DESCRIPTION
 OT0551
 OT0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0551'2.7 MI S FROM HILL CITY.
 OT0551'2.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0551'FROM THE STATION AT HILL CITY, PENNINGTON COUNTY, ABOUT 0.3
 OT0551'MILE SOUTH OF MILEPOST 58, ABOUT 19 RAILS NORTH OF BRIDGE 57.60
 OT0551'WHICH IS AN UNDERPASS FOR U.S. HIGHWAY 85 E, 6.6 FEET EAST OF
 OT0551'THE EAST RAIL, ABOUT 3.5 FEET HIGHER THAN THE TRACK, AND IN THE
 OT0551'SIDE OF A QUARTZ VEIN IN A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 OT0551'C 178 1934 AND SET VERTICALLY.
 OT0551
 OT0551                          STATION RECOVERY (2011)
 OT0551
 OT0551'RECOVERY NOTE BY GEOCACHING 2011
 OT0551'RECOVERED IN GOOD CONDITION.
 OT0551
 OT0551                          STATION RECOVERY (2016)
 OT0551
 OT0551'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JFP)
 OT0551'FOUND UNDISTURBED AND SET VERTICALLY IN A ROCK OUTCROPPING AS
 OT0551'PREVIOUSLY DESCRIBED.  THE RAILROAD IS NOW THE MICKELSON TRAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1534 ***********************************************************************
 PU1534  DESIGNATION -  C 183
 PU1534  PID         -  PU1534
 PU1534  STATE/COUNTY-  SD/PENNINGTON
 PU1534  COUNTRY     -  US
 PU1534  USGS QUAD   -  PACTOLA DAM (2017)
 PU1534
 PU1534                         *CURRENT SURVEY CONTROL
 PU1534  ______________________________________________________________________
 PU1534* NAD 83(1986) POSITION- 44 03 02.99   (N) 103 23 54.21   (W)   HD_HELD1
 PU1534* NAVD 88 ORTHO HEIGHT -  1221.255 (meters)     4006.73  (feet) ADJUSTED
 PU1534  ______________________________________________________________________
 PU1534  GEOID HEIGHT    -        -14.740 (meters)                     GEOID18
 PU1534  DYNAMIC HEIGHT  -       1220.796 (meters)     4005.23  (feet) COMP
 PU1534  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 PU1534
 PU1534  VERT ORDER      -  SECOND    CLASS 0
 PU1534
 PU1534.The horizontal coordinates were determined by differentially corrected
 PU1534.hand held GPS observations or other comparable positioning techniques
 PU1534.and have an estimated accuracy of +/- 3 meters.
 PU1534
 PU1534.The orthometric height was determined by differential leveling and
 PU1534.adjusted by the NATIONAL GEODETIC SURVEY
 PU1534.in June 1991.
 PU1534
 PU1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1534.GEOID18 height accuracy estimate available here.
 PU1534
 PU1534.Click photographs - Photos may exist for this station.
 PU1534
 PU1534.The dynamic height is computed by dividing the NAVD 88
 PU1534.geopotential number by the normal gravity value computed on the
 PU1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1534.degrees latitude (g = 980.6199 gals.).
 PU1534
 PU1534.The modeled gravity was interpolated from observed gravity values.
 PU1534
 PU1534;                    North         East    Units  Estimated Accuracy
 PU1534;SPC SD S     -   195,333.9     354,445.0     MT  (+/- 3 meters HH1 GPS) 
 PU1534
 PU1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2829878765(NAD 83)
 PU1534
 PU1534                          SUPERSEDED SURVEY CONTROL
 PU1534
 PU1534  NGVD 29 (??/??/92) 1220.731  (m)         4005.02   (f) ADJ UNCH    2 0
 PU1534
 PU1534.Superseded values are not recommended for survey control.
 PU1534
 PU1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1534.See file dsdata.pdf to determine how the superseded data were derived.
 PU1534
 PU1534_MARKER: DB = BENCH MARK DISK
 PU1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1534_STAMPING: C 183 1934
 PU1534_MARK LOGO: CGS
 PU1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1534+STABILITY: SURFACE MOTION
 PU1534
 PU1534  HISTORY     - Date     Condition        Report By
 PU1534  HISTORY     - 1934     MONUMENTED       CGS
 PU1534  HISTORY     - 1948     GOOD             CGS
 PU1534
 PU1534                          STATION DESCRIPTION
 PU1534
 PU1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1534'0.4 MI E FROM HISEGA.
 PU1534'0.35 MILES EAST BY RAIL ALONG THE RAPID CITY BLACK HILLS AND
 PU1534'WESTERN RAILROAD, 12.85 MILES WEST OF RAPID CITY BY RAIL, 0.85
 PU1534'MILE WEST OF MILEPOST 12, 4 RAILS NORTH OF BRIDGE NO. 12.81,
 PU1534'AND 21 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 PU1534'C 183 1934.
 PU1534
 PU1534                          STATION RECOVERY (1948)
 PU1534
 PU1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 PU1534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0477 ***********************************************************************
 PR0477  DESIGNATION -  C 2
 PR0477  PID         -  PR0477
 PR0477  STATE/COUNTY-  SD/LAKE
 PR0477  COUNTRY     -  US
 PR0477  USGS QUAD   -  RAMONA (2017)
 PR0477
 PR0477                         *CURRENT SURVEY CONTROL
 PR0477  ______________________________________________________________________
 PR0477* NAD 83(1986) POSITION- 44 05 07.     (N) 097 11 37.     (W)   SCALED
 PR0477* NAVD 88 ORTHO HEIGHT -   541.839 (meters)     1777.68  (feet) ADJUSTED
 PR0477  ______________________________________________________________________
 PR0477  GEOID HEIGHT    -        -25.678 (meters)                     GEOID18
 PR0477  DYNAMIC HEIGHT  -        541.712 (meters)     1777.27  (feet) COMP
 PR0477  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 PR0477
 PR0477  VERT ORDER      -  FIRST     CLASS II
 PR0477
 PR0477.The horizontal coordinates were scaled from a map and have
 PR0477.an estimated accuracy of +/- 6 seconds.
 PR0477
 PR0477.The orthometric height was determined by differential leveling and
 PR0477.adjusted by the NATIONAL GEODETIC SURVEY
 PR0477.in June 1991.
 PR0477
 PR0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0477.GEOID18 height accuracy estimate available here.
 PR0477
 PR0477.Click photographs - Photos may exist for this station.
 PR0477
 PR0477.The dynamic height is computed by dividing the NAVD 88
 PR0477.geopotential number by the normal gravity value computed on the
 PR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0477.degrees latitude (g = 980.6199 gals.).
 PR0477
 PR0477.The modeled gravity was interpolated from observed gravity values.
 PR0477
 PR0477;                    North         East    Units  Estimated Accuracy
 PR0477;SPC SD S     -   199,380.      851,390.      MT  (+/- 180 meters Scaled)
 PR0477
 PR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP446829(NAD 83)
 PR0477
 PR0477                          SUPERSEDED SURVEY CONTROL
 PR0477
 PR0477  NGVD 29 (??/??/92)  541.538  (m)         1776.70   (f) ADJ UNCH    1 2
 PR0477
 PR0477.Superseded values are not recommended for survey control.
 PR0477
 PR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0477.See file dsdata.pdf to determine how the superseded data were derived.
 PR0477
 PR0477_MARKER: P = PIPE CAP
 PR0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0477_STAMPING: ELEV 1776.696 FT
 PR0477_MARK LOGO: CGS
 PR0477_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0477
 PR0477  HISTORY     - Date     Condition        Report By
 PR0477  HISTORY     - 1905     MONUMENTED       CGS
 PR0477  HISTORY     - 1934     GOOD             CGS
 PR0477  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0477  HISTORY     - 20110404 MARK NOT FOUND   INDIV
 PR0477
 PR0477                          STATION DESCRIPTION
 PR0477
 PR0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0477'2.5 MI N FROM RAMONA.
 PR0477'2.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0477'PACIFIC RAILROAD FROM THE STATION AT RAMONA, LAKE COUNTY, 0.6
 PR0477'MILE SOUTH OF THE NORTH LINE OF SECTION 9, T 107 N, R 53 W, AT
 PR0477'A DIM PRIVATE-ROAD CROSSING, 31 FEET EAST OF THE CENTER LINE OF
 PR0477'THE TRACK, 23 FEET NORTH OF THE PRIVATE ROAD, 46 FEET NORTHWEST
 PR0477'OF A NORTH GATEPOST, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 PR0477'A STANDARD CAP, STAMPED ELEV 1776.696 FT AND FASTENED ON THE
 PR0477'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 PR0477'NOTE-- THE CAP HAS BEEN HAMMERED ON UNTIL IT IS BENT DOWN AND
 PR0477'CRACKED ALONG ITS EDGE.
 PR0477
 PR0477                          STATION RECOVERY (1968)
 PR0477
 PR0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0477'MARK NOT FOUND.
 PR0477
 PR0477                          STATION RECOVERY (2011)
 PR0477
 PR0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0477'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0507 ***********************************************************************
 PT0507  DESIGNATION -  C 2 W
 PT0507  PID         -  PT0507
 PT0507  STATE/COUNTY-  SD/HAAKON
 PT0507  COUNTRY     -  US
 PT0507  USGS QUAD   -  ELBON (2017)
 PT0507
 PT0507                         *CURRENT SURVEY CONTROL
 PT0507  ______________________________________________________________________
 PT0507* NAD 83(1986) POSITION- 44 19 26.     (N) 101 40 39.     (W)   SCALED
 PT0507* NAVD 88 ORTHO HEIGHT -   764.910 (meters)     2509.54  (feet) ADJUSTED
 PT0507  ______________________________________________________________________
 PT0507  GEOID HEIGHT    -        -20.959 (meters)                     GEOID18
 PT0507  DYNAMIC HEIGHT  -        764.701 (meters)     2508.86  (feet) COMP
 PT0507  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 PT0507
 PT0507  VERT ORDER      -  FIRST     CLASS II
 PT0507
 PT0507.The horizontal coordinates were scaled from a map and have
 PT0507.an estimated accuracy of +/- 6 seconds.
 PT0507
 PT0507.The orthometric height was determined by differential leveling and
 PT0507.adjusted by the NATIONAL GEODETIC SURVEY
 PT0507.in June 1991.
 PT0507
 PT0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0507.GEOID18 height accuracy estimate available here.
 PT0507
 PT0507.Click photographs - Photos may exist for this station.
 PT0507
 PT0507.The dynamic height is computed by dividing the NAVD 88
 PT0507.geopotential number by the normal gravity value computed on the
 PT0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0507.degrees latitude (g = 980.6199 gals.).
 PT0507
 PT0507.The modeled gravity was interpolated from observed gravity values.
 PT0507
 PT0507;                    North         East    Units  Estimated Accuracy
 PT0507;SPC SD S     -   222,010.      492,780.      MT  (+/- 180 meters Scaled)
 PT0507
 PT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ865113(NAD 83)
 PT0507
 PT0507                          SUPERSEDED SURVEY CONTROL
 PT0507
 PT0507  NGVD 29 (??/??/92)  764.44   (m)         2508.0    (f) COMPUTED    1 2
 PT0507
 PT0507.Superseded values are not recommended for survey control.
 PT0507
 PT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0507.See file dsdata.pdf to determine how the superseded data were derived.
 PT0507
 PT0507_MARKER: DS = TRIANGULATION STATION DISK
 PT0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0507_STAMPING: C 2 W 1961
 PT0507_MARK LOGO: CGS
 PT0507_PROJECTION: FLUSH
 PT0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0507+STABILITY: SURFACE MOTION
 PT0507
 PT0507  HISTORY     - Date     Condition        Report By
 PT0507  HISTORY     - 1961     MONUMENTED       CGS
 PT0507  HISTORY     - 1962     GOOD             CGS
 PT0507
 PT0507                          STATION DESCRIPTION
 PT0507
 PT0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0507'9.4 MI S FROM MILESVILLE.
 PT0507'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0507'LUTHERAN HOUR AT MILESVILLE, THENCE 5.45 MILES SOUTH ALONG STATE
 PT0507'HIGHWAY 73, ON TOP OF A SMALL HILL, 184 FEET WEST OF THE CENTERLINE
 PT0507'OF THE HIGHWAY, 6.3 FEET NORTHEAST OF A METAL WITNESS POST, 5
 PT0507'FEET EAST OF A FENCE, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 PT0507'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PT0507'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0506 ***********************************************************************
 PT0506  DESIGNATION -  C 2 W RM 1
 PT0506  PID         -  PT0506
 PT0506  STATE/COUNTY-  SD/HAAKON
 PT0506  COUNTRY     -  US
 PT0506  USGS QUAD   -  ELBON (2017)
 PT0506
 PT0506                         *CURRENT SURVEY CONTROL
 PT0506  ______________________________________________________________________
 PT0506* NAD 83(1986) POSITION- 44 19 27.     (N) 101 40 39.     (W)   SCALED
 PT0506* NAVD 88 ORTHO HEIGHT -   764.186 (meters)     2507.17  (feet) ADJUSTED
 PT0506  ______________________________________________________________________
 PT0506  GEOID HEIGHT    -        -20.959 (meters)                     GEOID18
 PT0506  DYNAMIC HEIGHT  -        763.978 (meters)     2506.48  (feet) COMP
 PT0506  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 PT0506
 PT0506  VERT ORDER      -  FIRST     CLASS II
 PT0506
 PT0506.The horizontal coordinates were scaled from a map and have
 PT0506.an estimated accuracy of +/- 6 seconds.
 PT0506
 PT0506.The orthometric height was determined by differential leveling and
 PT0506.adjusted by the NATIONAL GEODETIC SURVEY
 PT0506.in June 1991.
 PT0506
 PT0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0506.GEOID18 height accuracy estimate available here.
 PT0506
 PT0506.Click photographs - Photos may exist for this station.
 PT0506
 PT0506.The dynamic height is computed by dividing the NAVD 88
 PT0506.geopotential number by the normal gravity value computed on the
 PT0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0506.degrees latitude (g = 980.6199 gals.).
 PT0506
 PT0506.The modeled gravity was interpolated from observed gravity values.
 PT0506
 PT0506;                    North         East    Units  Estimated Accuracy
 PT0506;SPC SD S     -   222,040.      492,790.      MT  (+/- 180 meters Scaled)
 PT0506
 PT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ865113(NAD 83)
 PT0506
 PT0506                          SUPERSEDED SURVEY CONTROL
 PT0506
 PT0506  NGVD 29 (??/??/92)  763.72   (m)         2505.6    (f) COMPUTED    1 2
 PT0506
 PT0506.Superseded values are not recommended for survey control.
 PT0506
 PT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0506.See file dsdata.pdf to determine how the superseded data were derived.
 PT0506
 PT0506_MARKER: DR = REFERENCE MARK DISK
 PT0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0506_STAMPING: C 2 W NO 1 1961
 PT0506_MARK LOGO: CGS
 PT0506_PROJECTION: FLUSH
 PT0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0506+STABILITY: SURFACE MOTION
 PT0506
 PT0506  HISTORY     - Date     Condition        Report By
 PT0506  HISTORY     - 1961     MONUMENTED       CGS
 PT0506  HISTORY     - 1962     GOOD             CGS
 PT0506
 PT0506                          STATION DESCRIPTION
 PT0506
 PT0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0506'9.4 MI S FROM MILESVILLE.
 PT0506'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0506'LUTHERAN HOUR AT MILESVILLE, THENCE 5.45 MILES SOUTH ALONG STATE
 PT0506'HIGHWAY 73, ON TOP OF A SMALL HILL, 143 WEST OF THE CENTERLINE
 PT0506'OF THE HIGHWAY, 46 FEET EAST OF A FENCE, 41.6 EAST OF C2W
 PT0506'1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 PT0506'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0508 ***********************************************************************
 PT0508  DESIGNATION -  C 2 W RM 2
 PT0508  PID         -  PT0508
 PT0508  STATE/COUNTY-  SD/HAAKON
 PT0508  COUNTRY     -  US
 PT0508  USGS QUAD   -  ELBON (2017)
 PT0508
 PT0508                         *CURRENT SURVEY CONTROL
 PT0508  ______________________________________________________________________
 PT0508* NAD 83(1986) POSITION- 44 19 26.     (N) 101 40 39.     (W)   SCALED
 PT0508* NAVD 88 ORTHO HEIGHT -   764.687 (meters)     2508.81  (feet) ADJUSTED
 PT0508  ______________________________________________________________________
 PT0508  GEOID HEIGHT    -        -20.959 (meters)                     GEOID18
 PT0508  DYNAMIC HEIGHT  -        764.478 (meters)     2508.12  (feet) COMP
 PT0508  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 PT0508
 PT0508  VERT ORDER      -  FIRST     CLASS II
 PT0508
 PT0508.The horizontal coordinates were scaled from a map and have
 PT0508.an estimated accuracy of +/- 6 seconds.
 PT0508
 PT0508.The orthometric height was determined by differential leveling and
 PT0508.adjusted by the NATIONAL GEODETIC SURVEY
 PT0508.in June 1991.
 PT0508
 PT0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0508.GEOID18 height accuracy estimate available here.
 PT0508
 PT0508.Click photographs - Photos may exist for this station.
 PT0508
 PT0508.The dynamic height is computed by dividing the NAVD 88
 PT0508.geopotential number by the normal gravity value computed on the
 PT0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0508.degrees latitude (g = 980.6199 gals.).
 PT0508
 PT0508.The modeled gravity was interpolated from observed gravity values.
 PT0508
 PT0508;                    North         East    Units  Estimated Accuracy
 PT0508;SPC SD S     -   222,010.      492,780.      MT  (+/- 180 meters Scaled)
 PT0508
 PT0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ865113(NAD 83)
 PT0508
 PT0508                          SUPERSEDED SURVEY CONTROL
 PT0508
 PT0508  NGVD 29 (??/??/92)  764.22   (m)         2507.3    (f) COMPUTED    1 2
 PT0508
 PT0508.Superseded values are not recommended for survey control.
 PT0508
 PT0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0508.See file dsdata.pdf to determine how the superseded data were derived.
 PT0508
 PT0508_MARKER: DR = REFERENCE MARK DISK
 PT0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0508_STAMPING: C 2 W NO 2 1961
 PT0508_MARK LOGO: CGS
 PT0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0508+STABILITY: SURFACE MOTION
 PT0508
 PT0508  HISTORY     - Date     Condition        Report By
 PT0508  HISTORY     - 1961     MONUMENTED       CGS
 PT0508  HISTORY     - 1962     GOOD             CGS
 PT0508
 PT0508                          STATION DESCRIPTION
 PT0508
 PT0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0508'9.4 MI S FROM MILESVILLE.
 PT0508'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0508'LUTHERAN HOUR AT MILESVILLE, THENCE 5.45 MILES SOUTH ALONG STATE
 PT0508'HIGHWAY 73, ON TOP OF A SMALL HILL, 189 FEET WEST OF THE CENTERLINE
 PT0508'OF THE HIGHWAY, 43.5 FEET SOUTH OF C2W 1961, 1 FOOT EAST OF A
 PT0508'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0504 ***********************************************************************
 PT0504  DESIGNATION -  C 2 X
 PT0504  PID         -  PT0504
 PT0504  STATE/COUNTY-  SD/HAAKON
 PT0504  COUNTRY     -  US
 PT0504  USGS QUAD   -  ELBON (2017)
 PT0504
 PT0504                         *CURRENT SURVEY CONTROL
 PT0504  ______________________________________________________________________
 PT0504* NAD 83(1986) POSITION- 44 19 54.     (N) 101 40 31.     (W)   SCALED
 PT0504* NAVD 88 ORTHO HEIGHT -   752.769 (meters)     2469.71  (feet) ADJUSTED
 PT0504  ______________________________________________________________________
 PT0504  GEOID HEIGHT    -        -20.965 (meters)                     GEOID18
 PT0504  DYNAMIC HEIGHT  -        752.564 (meters)     2469.04  (feet) COMP
 PT0504  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PT0504
 PT0504  VERT ORDER      -  FIRST     CLASS II
 PT0504
 PT0504.The horizontal coordinates were scaled from a map and have
 PT0504.an estimated accuracy of +/- 6 seconds.
 PT0504
 PT0504.The orthometric height was determined by differential leveling and
 PT0504.adjusted by the NATIONAL GEODETIC SURVEY
 PT0504.in June 1991.
 PT0504
 PT0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0504.GEOID18 height accuracy estimate available here.
 PT0504
 PT0504.Click photographs - Photos may exist for this station.
 PT0504
 PT0504.The dynamic height is computed by dividing the NAVD 88
 PT0504.geopotential number by the normal gravity value computed on the
 PT0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0504.degrees latitude (g = 980.6199 gals.).
 PT0504
 PT0504.The modeled gravity was interpolated from observed gravity values.
 PT0504
 PT0504;                    North         East    Units  Estimated Accuracy
 PT0504;SPC SD S     -   222,870.      492,980.      MT  (+/- 180 meters Scaled)
 PT0504
 PT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ867121(NAD 83)
 PT0504
 PT0504                          SUPERSEDED SURVEY CONTROL
 PT0504
 PT0504  NGVD 29 (??/??/92)  752.30   (m)         2468.2    (f) COMPUTED    1 2
 PT0504
 PT0504.Superseded values are not recommended for survey control.
 PT0504
 PT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0504.See file dsdata.pdf to determine how the superseded data were derived.
 PT0504
 PT0504_MARKER: DS = TRIANGULATION STATION DISK
 PT0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0504_STAMPING: C 2 X 1961
 PT0504_MARK LOGO: CGS
 PT0504_PROJECTION: FLUSH
 PT0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0504+STABILITY: SURFACE MOTION
 PT0504
 PT0504  HISTORY     - Date     Condition        Report By
 PT0504  HISTORY     - 1961     MONUMENTED       CGS
 PT0504  HISTORY     - 1962     GOOD             CGS
 PT0504
 PT0504                          STATION DESCRIPTION
 PT0504
 PT0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0504'9 MI S FROM MILESVILLE.
 PT0504'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0504'LUTHERAN HOUR AT MILESVILLE, THENCE 4.95 MILES SOUTH ALONG STATE
 PT0504'HIGHWAY 73, THENCE 0.1 MILE EAST ACROSS A PASTURE TO THE CREST
 PT0504'OF A SMALL HILL, 255 FEET NORTH-NORTHEAST OF AN 18 INCH CONCRETE
 PT0504'CYLINDER PROJECTING ABOUT 4 FEET, AND SET IN THE TOP OF A CONCRETE
 PT0504'POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0503 ***********************************************************************
 PT0503  DESIGNATION -  C 2 X RM 1
 PT0503  PID         -  PT0503
 PT0503  STATE/COUNTY-  SD/HAAKON
 PT0503  COUNTRY     -  US
 PT0503  USGS QUAD   -  ELBON (2017)
 PT0503
 PT0503                         *CURRENT SURVEY CONTROL
 PT0503  ______________________________________________________________________
 PT0503* NAD 83(1986) POSITION- 44 19 54.     (N) 101 40 31.     (W)   SCALED
 PT0503* NAVD 88 ORTHO HEIGHT -   752.618 (meters)     2469.21  (feet) ADJUSTED
 PT0503  ______________________________________________________________________
 PT0503  GEOID HEIGHT    -        -20.965 (meters)                     GEOID18
 PT0503  DYNAMIC HEIGHT  -        752.413 (meters)     2468.54  (feet) COMP
 PT0503  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PT0503
 PT0503  VERT ORDER      -  FIRST     CLASS II
 PT0503
 PT0503.The horizontal coordinates were scaled from a map and have
 PT0503.an estimated accuracy of +/- 6 seconds.
 PT0503
 PT0503.The orthometric height was determined by differential leveling and
 PT0503.adjusted by the NATIONAL GEODETIC SURVEY
 PT0503.in June 1991.
 PT0503
 PT0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0503.GEOID18 height accuracy estimate available here.
 PT0503
 PT0503.Click photographs - Photos may exist for this station.
 PT0503
 PT0503.The dynamic height is computed by dividing the NAVD 88
 PT0503.geopotential number by the normal gravity value computed on the
 PT0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0503.degrees latitude (g = 980.6199 gals.).
 PT0503
 PT0503.The modeled gravity was interpolated from observed gravity values.
 PT0503
 PT0503;                    North         East    Units  Estimated Accuracy
 PT0503;SPC SD S     -   222,870.      492,980.      MT  (+/- 180 meters Scaled)
 PT0503
 PT0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ867121(NAD 83)
 PT0503
 PT0503                          SUPERSEDED SURVEY CONTROL
 PT0503
 PT0503  NGVD 29 (??/??/92)  752.15   (m)         2467.7    (f) COMPUTED    1 2
 PT0503
 PT0503.Superseded values are not recommended for survey control.
 PT0503
 PT0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0503.See file dsdata.pdf to determine how the superseded data were derived.
 PT0503
 PT0503_MARKER: DR = REFERENCE MARK DISK
 PT0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0503_STAMPING: C 2 X NO 1 1961
 PT0503_MARK LOGO: CGS
 PT0503_PROJECTION: FLUSH
 PT0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0503+STABILITY: SURFACE MOTION
 PT0503
 PT0503  HISTORY     - Date     Condition        Report By
 PT0503  HISTORY     - 1961     MONUMENTED       CGS
 PT0503  HISTORY     - 1962     GOOD             CGS
 PT0503
 PT0503                          STATION DESCRIPTION
 PT0503
 PT0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0503'9 MI S FROM MILESVILLE.
 PT0503'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0503'LUTHERAN HOUR AT MILESVILLE, THENCE 4.95 MILES SOUTH ALONG STATE
 PT0503'HIGHWAY 73, THENCE 0.1 MILE EAST ACROSS A PASTURE TO THE CREST
 PT0503'OF A SMALL HILL, 46.3 FEET SOUTHWEST OF C2X 1961, AND SET IN THE
 PT0503'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0505 ***********************************************************************
 PT0505  DESIGNATION -  C 2 X RM 2
 PT0505  PID         -  PT0505
 PT0505  STATE/COUNTY-  SD/HAAKON
 PT0505  COUNTRY     -  US
 PT0505  USGS QUAD   -  ELBON (2017)
 PT0505
 PT0505                         *CURRENT SURVEY CONTROL
 PT0505  ______________________________________________________________________
 PT0505* NAD 83(1986) POSITION- 44 19 54.     (N) 101 40 31.     (W)   SCALED
 PT0505* NAVD 88 ORTHO HEIGHT -   752.354 (meters)     2468.35  (feet) ADJUSTED
 PT0505  ______________________________________________________________________
 PT0505  GEOID HEIGHT    -        -20.965 (meters)                     GEOID18
 PT0505  DYNAMIC HEIGHT  -        752.149 (meters)     2467.68  (feet) COMP
 PT0505  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PT0505
 PT0505  VERT ORDER      -  FIRST     CLASS II
 PT0505
 PT0505.The horizontal coordinates were scaled from a map and have
 PT0505.an estimated accuracy of +/- 6 seconds.
 PT0505
 PT0505.The orthometric height was determined by differential leveling and
 PT0505.adjusted by the NATIONAL GEODETIC SURVEY
 PT0505.in June 1991.
 PT0505
 PT0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0505.GEOID18 height accuracy estimate available here.
 PT0505
 PT0505.Click photographs - Photos may exist for this station.
 PT0505
 PT0505.The dynamic height is computed by dividing the NAVD 88
 PT0505.geopotential number by the normal gravity value computed on the
 PT0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0505.degrees latitude (g = 980.6199 gals.).
 PT0505
 PT0505.The modeled gravity was interpolated from observed gravity values.
 PT0505
 PT0505;                    North         East    Units  Estimated Accuracy
 PT0505;SPC SD S     -   222,870.      492,980.      MT  (+/- 180 meters Scaled)
 PT0505
 PT0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ867121(NAD 83)
 PT0505
 PT0505                          SUPERSEDED SURVEY CONTROL
 PT0505
 PT0505  NGVD 29 (??/??/92)  751.89   (m)         2466.8    (f) COMPUTED    1 2
 PT0505
 PT0505.Superseded values are not recommended for survey control.
 PT0505
 PT0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0505.See file dsdata.pdf to determine how the superseded data were derived.
 PT0505
 PT0505_MARKER: DR = REFERENCE MARK DISK
 PT0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0505_STAMPING: C 2 X NO 2 1961
 PT0505_MARK LOGO: CGS
 PT0505_PROJECTION: FLUSH
 PT0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0505+STABILITY: SURFACE MOTION
 PT0505
 PT0505  HISTORY     - Date     Condition        Report By
 PT0505  HISTORY     - 1961     MONUMENTED       CGS
 PT0505  HISTORY     - 1962     GOOD             CGS
 PT0505
 PT0505                          STATION DESCRIPTION
 PT0505
 PT0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0505'9 MI S FROM MILESVILLE.
 PT0505'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0505'LUTHERAN HOUR AT MILESVILLE, THENCE 4.95 MILES SOUTH ALONG STATE
 PT0505'HIGHWAY 73, THENCE 0.1 MILE EAST ACROSS A PASTURE TO THE CREST OF
 PT0505'A SMALL HILL, 50.1 FEET NORTHWEST OF C2X 1961, AND SET IN THE
 PT0505'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0253 ***********************************************************************
 QQ0253  DESIGNATION -  C 20
 QQ0253  PID         -  QQ0253
 QQ0253  STATE/COUNTY-  SD/DAY
 QQ0253  COUNTRY     -  US
 QQ0253  USGS QUAD   -  ANDOVER (2017)
 QQ0253
 QQ0253                         *CURRENT SURVEY CONTROL
 QQ0253  ______________________________________________________________________
 QQ0253* NAD 83(1986) POSITION- 45 24 45.     (N) 097 54 26.     (W)   SCALED
 QQ0253* NAVD 88 ORTHO HEIGHT -   451.450 (meters)     1481.13  (feet) ADJUSTED
 QQ0253  ______________________________________________________________________
 QQ0253  GEOID HEIGHT    -        -24.867 (meters)                     GEOID18
 QQ0253  DYNAMIC HEIGHT  -        451.412 (meters)     1481.01  (feet) COMP
 QQ0253  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 QQ0253
 QQ0253  VERT ORDER      -  FIRST     CLASS II
 QQ0253
 QQ0253.The horizontal coordinates were scaled from a map and have
 QQ0253.an estimated accuracy of +/- 6 seconds.
 QQ0253
 QQ0253.The orthometric height was determined by differential leveling and
 QQ0253.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0253.in July 1998.
 QQ0253
 QQ0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0253.GEOID18 height accuracy estimate available here.
 QQ0253
 QQ0253.Click photographs - Photos may exist for this station.
 QQ0253
 QQ0253.The dynamic height is computed by dividing the NAVD 88
 QQ0253.geopotential number by the normal gravity value computed on the
 QQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0253.degrees latitude (g = 980.6199 gals.).
 QQ0253
 QQ0253.The modeled gravity was interpolated from observed gravity values.
 QQ0253
 QQ0253;                    North         East    Units  Estimated Accuracy
 QQ0253;SPC SD N     -   177,600.      763,800.      MT  (+/- 180 meters Scaled)
 QQ0253
 QQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR855293(NAD 83)
 QQ0253
 QQ0253                          SUPERSEDED SURVEY CONTROL
 QQ0253
 QQ0253  NAVD 88 (06/15/91)  451.516  (m)         1481.35   (f) SUPERSEDED  1 2
 QQ0253  NGVD 29 (??/??/92)  451.231  (m)         1480.41   (f) ADJ UNCH    1 2
 QQ0253
 QQ0253.Superseded values are not recommended for survey control.
 QQ0253
 QQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0253.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0253
 QQ0253_MARKER: DB = BENCH MARK DISK
 QQ0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0253_SP_SET: ELEVATOR
 QQ0253_STAMPING: C 20 1931 1480.414
 QQ0253_MARK LOGO: CGS
 QQ0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0253+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0253
 QQ0253  HISTORY     - Date     Condition        Report By
 QQ0253  HISTORY     - 1931     MONUMENTED       CGS
 QQ0253  HISTORY     - 1934     GOOD             CGS
 QQ0253  HISTORY     - 19970314 GOOD             NGS
 QQ0253
 QQ0253                          STATION DESCRIPTION
 QQ0253
 QQ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0253'IN ANDOVER.
 QQ0253'AT ANDOVER, DAY COUNTY, AT THE ELEVATOR BUILDING OWNED BY THE
 QQ0253'SOUTH DAKOTA WHEAT GROWERS ASSOCIATION, IN THE NORTH WALL,
 QQ0253'2 FEET EAST OF THE NORTHWEST CORNER, AND 5.5 FEET ABOVE THE
 QQ0253'GROUND.  A STANDARD DISK, STAMPED 1480.414 C 20 1931 AND SET
 QQ0253'VERTICALLY.
 QQ0253
 QQ0253                          STATION RECOVERY (1934)
 QQ0253
 QQ0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0253'RECOVERED IN GOOD CONDITION.
 QQ0253
 QQ0253                          STATION RECOVERY (1997)
 QQ0253
 QQ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0253'16.7 KM (10.35 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0253'STATE HIGHWAY 37 IN GROTON, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 QQ0253'MAIN STREET, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A GRAVELED STREET,
 QQ0253'SET VERTICALLY IN THE NORTH FACE OF THE ANDOVER GRAIN ELEVATOR, 54.4 M
 QQ0253'(178.5 FT) NORTH OF THE STREET CENTER, 20.2 M (66.3 FT) SOUTH OF THE
 QQ0253'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.4 M (4.6 FT) ABOVE
 QQ0253'THE GROUND SURFACE, AND 0.7 M (2.3 FT) EAST OF THE NORTHWEST CORNER OF
 QQ0253'THE ELEVATOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0835 ***********************************************************************
 PT0835  DESIGNATION -  C 21
 PT0835  PID         -  PT0835
 PT0835  STATE/COUNTY-  SD/ZIEBACH
 PT0835  COUNTRY     -  US
 PT0835  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT0835
 PT0835                         *CURRENT SURVEY CONTROL
 PT0835  ______________________________________________________________________
 PT0835* NAD 83(1986) POSITION- 44 44 33.94   (N) 101 36 17.14   (W)   HD_HELD1
 PT0835* NAVD 88 ORTHO HEIGHT -   721.004 (meters)     2365.49  (feet) ADJUSTED
 PT0835  ______________________________________________________________________
 PT0835  GEOID HEIGHT    -        -20.952 (meters)                     GEOID18
 PT0835  DYNAMIC HEIGHT  -        720.849 (meters)     2364.99  (feet) COMP
 PT0835  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 PT0835
 PT0835  VERT ORDER      -  FIRST     CLASS II
 PT0835
 PT0835.The horizontal coordinates were determined by differentially corrected
 PT0835.hand held GPS observations or other comparable positioning techniques
 PT0835.and have an estimated accuracy of +/- 3 meters.
 PT0835
 PT0835.The orthometric height was determined by differential leveling and
 PT0835.adjusted by the NATIONAL GEODETIC SURVEY
 PT0835.in June 1991.
 PT0835
 PT0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0835.GEOID18 height accuracy estimate available here.
 PT0835
 PT0835.Click photographs - Photos may exist for this station.
 PT0835
 PT0835.The dynamic height is computed by dividing the NAVD 88
 PT0835.geopotential number by the normal gravity value computed on the
 PT0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0835.degrees latitude (g = 980.6199 gals.).
 PT0835
 PT0835.The modeled gravity was interpolated from observed gravity values.
 PT0835
 PT0835;                    North         East    Units  Estimated Accuracy
 PT0835;SPC SD N     -   102,317.0     472,919.0     MT  (+/- 3 meters HH1 GPS) 
 PT0835
 PT0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9378757675(NAD 83)
 PT0835
 PT0835                          SUPERSEDED SURVEY CONTROL
 PT0835
 PT0835  NGVD 29 (??/??/92)  720.558  (m)         2364.03   (f) ADJ UNCH    1 2
 PT0835
 PT0835.Superseded values are not recommended for survey control.
 PT0835
 PT0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0835.See file dsdata.pdf to determine how the superseded data were derived.
 PT0835
 PT0835_MARKER: DB = BENCH MARK DISK
 PT0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0835_STAMPING: C 21 1933
 PT0835_MARK LOGO: CGS
 PT0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0835+STABILITY: SURFACE MOTION
 PT0835
 PT0835  HISTORY     - Date     Condition        Report By
 PT0835  HISTORY     - 1933     MONUMENTED       CGS
 PT0835  HISTORY     - 1950     GOOD             CGS
 PT0835
 PT0835                          STATION DESCRIPTION
 PT0835
 PT0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PT0835'12.1 MILES NORTH ALONG THE DUPREE ROAD FROM CHERRY CREEK, ZIEBACH
 PT0835'COUNTY, AT A CURVE IN THE ROAD, ON THE SOUTH SIDE OF A SMALL
 PT0835'KNOLL, AND 64 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A
 PT0835'STANDARD DISK, STAMPED C 21 1933 AND SET IN THE TOP OF A CONCRETE
 PT0835'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0702 ***********************************************************************
 QR0702  DESIGNATION -  C 21 RESET
 QR0702  PID         -  QR0702
 QR0702  STATE/COUNTY-  SD/EDMUNDS
 QR0702  COUNTRY     -  US
 QR0702  USGS QUAD   -  IPSWICH (2017)
 QR0702
 QR0702                         *CURRENT SURVEY CONTROL
 QR0702  ______________________________________________________________________
 QR0702* NAD 83(1986) POSITION- 45 26 40.     (N) 099 01 44.     (W)   SCALED
 QR0702* NAVD 88 ORTHO HEIGHT -   468.905 (meters)     1538.40  (feet) ADJUSTED
 QR0702  ______________________________________________________________________
 QR0702  GEOID HEIGHT    -        -23.563 (meters)                     GEOID18
 QR0702  DYNAMIC HEIGHT  -        468.866 (meters)     1538.27  (feet) COMP
 QR0702  MODELED GRAVITY -    980,517.9   (mgal)                       NAVD 88
 QR0702
 QR0702  VERT ORDER      -  FIRST     CLASS II
 QR0702
 QR0702.The horizontal coordinates were scaled from a map and have
 QR0702.an estimated accuracy of +/- 6 seconds.
 QR0702
 QR0702.The orthometric height was determined by differential leveling and
 QR0702.adjusted by the NATIONAL GEODETIC SURVEY
 QR0702.in July 1998.
 QR0702
 QR0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0702.GEOID18 height accuracy estimate available here.
 QR0702
 QR0702.Click photographs - Photos may exist for this station.
 QR0702
 QR0702.The dynamic height is computed by dividing the NAVD 88
 QR0702.geopotential number by the normal gravity value computed on the
 QR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0702.degrees latitude (g = 980.6199 gals.).
 QR0702
 QR0702.The modeled gravity was interpolated from observed gravity values.
 QR0702
 QR0702;                    North         East    Units  Estimated Accuracy
 QR0702;SPC SD N     -   179,490.      675,970.      MT  (+/- 180 meters Scaled)
 QR0702
 QR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR977323(NAD 83)
 QR0702
 QR0702                          SUPERSEDED SURVEY CONTROL
 QR0702
 QR0702  NGVD 29 (04/17/07)  468.57   (m)         1537.3    (f) RESET       3  
 QR0702
 QR0702.Superseded values are not recommended for survey control.
 QR0702
 QR0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0702.See file dsdata.pdf to determine how the superseded data were derived.
 QR0702
 QR0702_MARKER: DV = VERTICAL CONTROL DISK
 QR0702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QR0702_SP_SET: FOOTING
 QR0702_STAMPING: C 21 RESET 1987
 QR0702_MARK LOGO: NGS
 QR0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0702+STABILITY: SURFACE MOTION
 QR0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0702+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0702
 QR0702  HISTORY     - Date     Condition        Report By
 QR0702  HISTORY     - 1987     MONUMENTED       NGS
 QR0702  HISTORY     - 19970314 GOOD             NGS
 QR0702
 QR0702                          STATION DESCRIPTION
 QR0702
 QR0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QR0702'AT IPSWICH, IN THE NORTHEAST LEG FOOTING, OF THE IPSWICH MUNICIPAL
 QR0702'TANK, 7.32 M (24.0 FT) SOUTHEAST OF THE CITY OFFICE BUILDING, SET
 QR0702'IN A DRILL HOLE IN THE TOP OF THE FOOTING.
 QR0702
 QR0702                          STATION RECOVERY (1997)
 QR0702
 QR0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0702'IN IPSWICH, AT THE INTERSECTION OF STATE HIGHWAY 45 AND SECOND AVENUE,
 QR0702'NEAR THE NORTH CORNER OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG OF
 QR0702'THE MUNICIPAL WATER TANK, 42.0 M (137.8 FT) SOUTH OF THE AVENUE
 QR0702'CENTER, 36.5 M (119.8 FT) EAST OF THE HIGHWAY CENTERLINE, 22.2 M (72.8
 QR0702'FT) WEST OF THE CENTER OF AN ALLEY, AND 0.5 M (1.6 FT) ABOVE THE LEVEL
 QR0702'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0518 ***********************************************************************
 PT0518  DESIGNATION -  C 22
 PT0518  PID         -  PT0518
 PT0518  STATE/COUNTY-  SD/HAAKON
 PT0518  COUNTRY     -  US
 PT0518  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0518
 PT0518                         *CURRENT SURVEY CONTROL
 PT0518  ______________________________________________________________________
 PT0518* NAD 83(1986) POSITION- 44 12 16.     (N) 101 40 03.     (W)   SCALED
 PT0518* NAVD 88 ORTHO HEIGHT -   727.561 (meters)     2387.01  (feet) ADJUSTED
 PT0518  ______________________________________________________________________
 PT0518  GEOID HEIGHT    -        -21.028 (meters)                     GEOID18
 PT0518  DYNAMIC HEIGHT  -        727.355 (meters)     2386.33  (feet) COMP
 PT0518  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PT0518
 PT0518  VERT ORDER      -  FIRST     CLASS II
 PT0518
 PT0518.The horizontal coordinates were scaled from a map and have
 PT0518.an estimated accuracy of +/- 6 seconds.
 PT0518
 PT0518.The orthometric height was determined by differential leveling and
 PT0518.adjusted by the NATIONAL GEODETIC SURVEY
 PT0518.in June 1991.
 PT0518
 PT0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0518.GEOID18 height accuracy estimate available here.
 PT0518
 PT0518.Click photographs - Photos may exist for this station.
 PT0518
 PT0518.The dynamic height is computed by dividing the NAVD 88
 PT0518.geopotential number by the normal gravity value computed on the
 PT0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0518.degrees latitude (g = 980.6199 gals.).
 PT0518
 PT0518.The modeled gravity was interpolated from observed gravity values.
 PT0518
 PT0518;                    North         East    Units  Estimated Accuracy
 PT0518;SPC SD S     -   208,730.      493,370.      MT  (+/- 180 meters Scaled)
 PT0518
 PT0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP868980(NAD 83)
 PT0518
 PT0518                          SUPERSEDED SURVEY CONTROL
 PT0518
 PT0518  NGVD 29 (??/??/92)  727.099  (m)         2385.49   (f) ADJ UNCH    1 2
 PT0518
 PT0518.Superseded values are not recommended for survey control.
 PT0518
 PT0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0518.See file dsdata.pdf to determine how the superseded data were derived.
 PT0518
 PT0518_MARKER: DB = BENCH MARK DISK
 PT0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0518_SP_SET: BRIDGE
 PT0518_STAMPING: C 22 1933
 PT0518_MARK LOGO: CGS
 PT0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0518
 PT0518  HISTORY     - Date     Condition        Report By
 PT0518  HISTORY     - 1933     MONUMENTED       CGS
 PT0518  HISTORY     - 1962     MARK NOT FOUND   CGS
 PT0518
 PT0518                          STATION DESCRIPTION
 PT0518
 PT0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0518'11.5 MI N FROM PHILIP.
 PT0518'11.5 MILES NORTH ALONG STATE HIGHWAY 73 FROM PHILIP, HAAKON
 PT0518'COUNTY, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE SOUTH
 PT0518'END OF THE EAST GUARDRAIL.  A STANDARD DISK, STAMPED C 22 1933.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0341 ***********************************************************************
 OS0341  DESIGNATION -  C 23
 OS0341  PID         -  OS0341
 OS0341  STATE/COUNTY-  SD/JACKSON
 OS0341  COUNTRY     -  US
 OS0341  USGS QUAD   -  LONG VALLEY (2017)
 OS0341
 OS0341                         *CURRENT SURVEY CONTROL
 OS0341  ______________________________________________________________________
 OS0341* NAD 83(1986) POSITION- 43 26 49.     (N) 101 29 42.     (W)   SCALED
 OS0341* NAVD 88 ORTHO HEIGHT -   827.490 (meters)     2714.86  (feet) ADJUSTED
 OS0341  ______________________________________________________________________
 OS0341  GEOID HEIGHT    -        -21.018 (meters)                     GEOID18
 OS0341  DYNAMIC HEIGHT  -        827.183 (meters)     2713.85  (feet) COMP
 OS0341  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 OS0341
 OS0341  VERT ORDER      -  SECOND    CLASS 0
 OS0341
 OS0341.The horizontal coordinates were scaled from a map and have
 OS0341.an estimated accuracy of +/- 6 seconds.
 OS0341
 OS0341.The orthometric height was determined by differential leveling and
 OS0341.adjusted by the NATIONAL GEODETIC SURVEY
 OS0341.in June 1991.
 OS0341
 OS0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0341.GEOID18 height accuracy estimate available here.
 OS0341
 OS0341.Click photographs - Photos may exist for this station.
 OS0341
 OS0341.The dynamic height is computed by dividing the NAVD 88
 OS0341.geopotential number by the normal gravity value computed on the
 OS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0341.degrees latitude (g = 980.6199 gals.).
 OS0341
 OS0341.The modeled gravity was interpolated from observed gravity values.
 OS0341
 OS0341;                    North         East    Units  Estimated Accuracy
 OS0341;SPC SD S     -   124,370.      505,980.      MT  (+/- 180 meters Scaled)
 OS0341
 OS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP981134(NAD 83)
 OS0341
 OS0341                          SUPERSEDED SURVEY CONTROL
 OS0341
 OS0341  NGVD 29 (??/??/92)  827.047  (m)         2713.40   (f) ADJ UNCH    2 0
 OS0341
 OS0341.Superseded values are not recommended for survey control.
 OS0341
 OS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0341.See file dsdata.pdf to determine how the superseded data were derived.
 OS0341
 OS0341_MARKER: DB = BENCH MARK DISK
 OS0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0341_STAMPING: C 23 1934
 OS0341_MARK LOGO: CGS
 OS0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0341+STABILITY: SURFACE MOTION
 OS0341
 OS0341  HISTORY     - Date     Condition        Report By
 OS0341  HISTORY     - 1934     MONUMENTED       CGS
 OS0341  HISTORY     - 1938     GOOD             CGS
 OS0341  HISTORY     - 1967     MARK NOT FOUND   USGS
 OS0341
 OS0341                          STATION DESCRIPTION
 OS0341
 OS0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0341'12.2 MI N FROM PATRICIA.
 OS0341'IN WASHABAUGH COUNTY, 12.2 MILES NORTH ALONG STATE HIGHWAY 73
 OS0341'FROM PATRICIA, BENNETT COUNTY, 1.0 MILE SOUTH OF LONG VALLEY,
 OS0341'37 FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD LEADING EAST,
 OS0341'36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF
 OS0341'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 23 1934
 OS0341'AND SET IN THE TOP OF A CONCRETE POST.
 OS0341
 OS0341                          STATION RECOVERY (1967)
 OS0341
 OS0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1392 ***********************************************************************
 PU1392  DESIGNATION -  C 24
 PU1392  PID         -  PU1392
 PU1392  STATE/COUNTY-  SD/PENNINGTON
 PU1392  COUNTRY     -  US
 PU1392  USGS QUAD   -  BLACKHAWK (2017)
 PU1392
 PU1392                         *CURRENT SURVEY CONTROL
 PU1392  ______________________________________________________________________
 PU1392* NAD 83(1986) POSITION- 44 07 34.     (N) 103 17 21.     (W)   SCALED
 PU1392* NAVD 88 ORTHO HEIGHT -  1057.325 (meters)     3468.91  (feet) ADJUSTED
 PU1392  ______________________________________________________________________
 PU1392  GEOID HEIGHT    -        -15.506 (meters)                     GEOID18
 PU1392  DYNAMIC HEIGHT  -       1056.974 (meters)     3467.76  (feet) COMP
 PU1392  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 PU1392
 PU1392  VERT ORDER      -  FIRST     CLASS II
 PU1392
 PU1392.The horizontal coordinates were scaled from a map and have
 PU1392.an estimated accuracy of +/- 6 seconds.
 PU1392
 PU1392.The orthometric height was determined by differential leveling and
 PU1392.adjusted by the NATIONAL GEODETIC SURVEY
 PU1392.in June 1991.
 PU1392
 PU1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1392.GEOID18 height accuracy estimate available here.
 PU1392
 PU1392.Click photographs - Photos may exist for this station.
 PU1392
 PU1392.The dynamic height is computed by dividing the NAVD 88
 PU1392.geopotential number by the normal gravity value computed on the
 PU1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1392.degrees latitude (g = 980.6199 gals.).
 PU1392
 PU1392.The modeled gravity was interpolated from observed gravity values.
 PU1392
 PU1392;                    North         East    Units  Estimated Accuracy
 PU1392;SPC SD S     -   203,380.      363,490.      MT  (+/- 180 meters Scaled)
 PU1392
 PU1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ368873(NAD 83)
 PU1392
 PU1392                          SUPERSEDED SURVEY CONTROL
 PU1392
 PU1392  NGVD 29 (??/??/92) 1056.843  (m)         3467.33   (f) ADJ UNCH    1 2
 PU1392
 PU1392.Superseded values are not recommended for survey control.
 PU1392
 PU1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1392.See file dsdata.pdf to determine how the superseded data were derived.
 PU1392
 PU1392_MARKER: DB = BENCH MARK DISK
 PU1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1392_STAMPING: C 24 1934
 PU1392_MARK LOGO: CGS
 PU1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1392+STABILITY: SURFACE MOTION
 PU1392
 PU1392  HISTORY     - Date     Condition        Report By
 PU1392  HISTORY     - 1934     MONUMENTED       CGS
 PU1392  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1392  HISTORY     - 20110309 MARK NOT FOUND   INDIV
 PU1392
 PU1392                          STATION DESCRIPTION
 PU1392
 PU1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1392'2 MI SE FROM BLACKHAWK.
 PU1392'IN PENNINGTON COUNTY, 2.0 MILES SOUTHEAST ALONG THE CHICAGO
 PU1392'AND NORTH WESTERN RAILWAY FROM BLACK HAWK, MEADE COUNTY, 0.4
 PU1392'MILE SOUTH OF MILEPOST H 105, 80 FEET NORTHEAST OF A COUNTY-ROAD
 PU1392'CROSSING, AND 50 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 PU1392'STATE SURVEY STANDARD DISK, STAMPED C 24 1934 AND SET IN THE TOP
 PU1392'OF A CONCRETE POST.
 PU1392
 PU1392                          STATION RECOVERY (1962)
 PU1392
 PU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1392'MARK NOT FOUND.
 PU1392
 PU1392                          STATION RECOVERY (2011)
 PU1392
 PU1392'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1742 ***********************************************************************
 PU1742  DESIGNATION -  C 25
 PU1742  PID         -  PU1742
 PU1742  STATE/COUNTY-  SD/BUTTE
 PU1742  COUNTRY     -  US
 PU1742  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1742
 PU1742                         *CURRENT SURVEY CONTROL
 PU1742  ______________________________________________________________________
 PU1742* NAD 83(1986) POSITION- 44 38 53.     (N) 103 49 54.     (W)   SCALED
 PU1742* NAVD 88 ORTHO HEIGHT -   942.658 (meters)     3092.70  (feet) ADJUSTED
 PU1742  ______________________________________________________________________
 PU1742  GEOID HEIGHT    -        -15.308 (meters)                     GEOID18
 PU1742  DYNAMIC HEIGHT  -        942.392 (meters)     3091.83  (feet) COMP
 PU1742  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 PU1742
 PU1742  VERT ORDER      -  FIRST     CLASS II
 PU1742
 PU1742.The horizontal coordinates were scaled from a map and have
 PU1742.an estimated accuracy of +/- 6 seconds.
 PU1742
 PU1742.The orthometric height was determined by differential leveling and
 PU1742.adjusted by the NATIONAL GEODETIC SURVEY
 PU1742.in June 1991.
 PU1742
 PU1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1742.GEOID18 height accuracy estimate available here.
 PU1742
 PU1742.Click photographs - Photos may exist for this station.
 PU1742
 PU1742.The dynamic height is computed by dividing the NAVD 88
 PU1742.geopotential number by the normal gravity value computed on the
 PU1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1742.degrees latitude (g = 980.6199 gals.).
 PU1742
 PU1742.The modeled gravity was interpolated from observed gravity values.
 PU1742
 PU1742;                    North         East    Units  Estimated Accuracy
 PU1742;SPC SD N     -    97,730.      296,170.      MT  (+/- 180 meters Scaled)
 PU1742
 PU1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK926445(NAD 83)
 PU1742
 PU1742                          SUPERSEDED SURVEY CONTROL
 PU1742
 PU1742  NGVD 29 (??/??/92)  942.163  (m)         3091.08   (f) ADJ UNCH    1 2
 PU1742
 PU1742.Superseded values are not recommended for survey control.
 PU1742
 PU1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1742.See file dsdata.pdf to determine how the superseded data were derived.
 PU1742
 PU1742_MARKER: DB = BENCH MARK DISK
 PU1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1742_STAMPING: C 25 1934
 PU1742_MARK LOGO: CGS
 PU1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1742+STABILITY: SURFACE MOTION
 PU1742
 PU1742  HISTORY     - Date     Condition        Report By
 PU1742  HISTORY     - 1934     MONUMENTED       CGS
 PU1742  HISTORY     - 1962     GOOD             CGS
 PU1742
 PU1742                          STATION DESCRIPTION
 PU1742
 PU1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1742'2 MI SE FROM BELLE FOURCHE.
 PU1742'ABOUT 2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1742'RAILWAY FROM THE STATION AT BELLE FOURCHE, AT A ROAD CROSSING
 PU1742'IN SECTION 23, T 8 N, R 2 E, 3 POLES NORTHWEST OF MILE POST 152,
 PU1742'44 FEET NORTHEAST OF THE NORTHEAST RAIL, 76 FEET EAST OF THE
 PU1742'CENTER OF THE ROAD CROSSING, 44 FEET SOUTH OF THE CENTER LINE
 PU1742'OF THE ROAD, 29 FEET SOUTHWEST OF A POWER POLE, 2 FEET SOUTHWEST
 PU1742'OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PU1742'2 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 PU1742'CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1106 ***********************************************************************
 OR1106  DESIGNATION -  C 25 A
 OR1106  PID         -  OR1106
 OR1106  STATE/COUNTY-  SD/GREGORY
 OR1106  COUNTRY     -  US
 OR1106  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1106
 OR1106                         *CURRENT SURVEY CONTROL
 OR1106  ______________________________________________________________________
 OR1106* NAD 83(1986) POSITION- 43 02 49.     (N) 098 34 12.     (W)   SCALED
 OR1106* NAVD 88 ORTHO HEIGHT -   425.647 (meters)     1396.48  (feet) ADJUSTED
 OR1106  ______________________________________________________________________
 OR1106  GEOID HEIGHT    -        -26.206 (meters)                     GEOID18
 OR1106  DYNAMIC HEIGHT  -        425.503 (meters)     1396.00  (feet) COMP
 OR1106  MODELED GRAVITY -    980,269.8   (mgal)                       NAVD 88
 OR1106
 OR1106  VERT ORDER      -  FIRST     CLASS II
 OR1106
 OR1106.The horizontal coordinates were scaled from a map and have
 OR1106.an estimated accuracy of +/- 6 seconds.
 OR1106
 OR1106.The orthometric height was determined by differential leveling and
 OR1106.adjusted by the NATIONAL GEODETIC SURVEY
 OR1106.in June 1994.
 OR1106
 OR1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1106.GEOID18 height accuracy estimate available here.
 OR1106
 OR1106.Click photographs - Photos may exist for this station.
 OR1106
 OR1106.The dynamic height is computed by dividing the NAVD 88
 OR1106.geopotential number by the normal gravity value computed on the
 OR1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1106.degrees latitude (g = 980.6199 gals.).
 OR1106
 OR1106.The modeled gravity was interpolated from observed gravity values.
 OR1106
 OR1106;                    North         East    Units  Estimated Accuracy
 OR1106;SPC SD S     -    80,800.      743,660.      MT  (+/- 180 meters Scaled)
 OR1106
 OR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN350661(NAD 83)
 OR1106
 OR1106                          SUPERSEDED SURVEY CONTROL
 OR1106
 OR1106.No superseded survey control is available for this station.
 OR1106
 OR1106_MARKER: P = PIPE CAP
 OR1106_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OR1106_SP_SET: UNSPECIFIED DEEP
 OR1106_MARK LOGO: NONE
 OR1106_PROJECTION: PROJECTING 4 CENTIMETERS
 OR1106_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1106+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2012
 OR1106_ROD/PIPE-DEPTH: 3.7 meters
 OR1106
 OR1106  HISTORY     - Date     Condition        Report By
 OR1106  HISTORY     - UNK      MONUMENTED       USACE
 OR1106  HISTORY     - 19930929 GOOD             NGS
 OR1106  HISTORY     - 20120125 GOOD             INDIV
 OR1106
 OR1106                          STATION DESCRIPTION
 OR1106
 OR1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1106'4.6 KM (2.85 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1106'STATE HIGHWAY 46 IN PICKSTOWN, 65.0 M (213.3 FT) SOUTHWEST OF
 OR1106'MILEPOST 330, 8.3 M (27.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 OR1106'HIGHWAY, 2.9 M (9.5 FT) NORTHEAST OF UTILITY LIGHT POLE NUMBER 7, 0.4
 OR1106'M (1.3 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) NORTHEAST OF A
 OR1106'STEEL POST WITH TAG NUMBER C-25 A, AND 0.4 M (1.3 FT) BELOW THE LEVEL
 OR1106'OF THE HIGHWAY.  NOTE--THE DATUM POINT IS A METAL PIPE CAP THAT IS
 OR1106'ATTACHED TO A 2-1/2 INCH GALVANIZED STEEL PIPE ENCASED IN A 9-INCH
 OR1106'METAL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A LOCKED ACCESS
 OR1106'COVER.  THE MONUMENT IS UNSTAMPED.
 OR1106
 OR1106                          STATION RECOVERY (2012)
 OR1106
 OR1106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0295 ***********************************************************************
 QT0295  DESIGNATION -  C 26 RESET
 QT0295  PID         -  QT0295
 QT0295  STATE/COUNTY-  SD/BUTTE
 QT0295  COUNTRY     -  US
 QT0295  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0295
 QT0295                         *CURRENT SURVEY CONTROL
 QT0295  ______________________________________________________________________
 QT0295* NAD 83(1986) POSITION- 45 12 05.     (N) 103 32 56.     (W)   SCALED
 QT0295* NAVD 88 ORTHO HEIGHT -   915.79  (meters)     3004.6   (feet) RESET
 QT0295  ______________________________________________________________________
 QT0295  GEOID HEIGHT    -        -16.271 (meters)                     GEOID18
 QT0295  VERT ORDER      -  THIRD
 QT0295
 QT0295.The horizontal coordinates were scaled from a map and have
 QT0295.an estimated accuracy of +/- 6 seconds.
 QT0295
 QT0295.The orthometric height was computed from unverified reset data.
 QT0295
 QT0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0295.GEOID18 height accuracy estimate available here.
 QT0295
 QT0295.Click photographs - Photos may exist for this station.
 QT0295
 QT0295;                    North         East    Units  Estimated Accuracy
 QT0295;SPC SD N     -   158,130.      321,270.      MT  (+/- 180 meters Scaled)
 QT0295
 QT0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL139063(NAD 83)
 QT0295
 QT0295                          SUPERSEDED SURVEY CONTROL
 QT0295
 QT0295.No superseded survey control is available for this station.
 QT0295
 QT0295_MARKER: DB = BENCH MARK DISK
 QT0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0295_STAMPING: C 26 RESET 1966
 QT0295_MARK LOGO: CGS
 QT0295_PROJECTION: PROJECTING 20 CENTIMETERS
 QT0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0295+STABILITY: SURFACE MOTION
 QT0295
 QT0295  HISTORY     - Date     Condition        Report By
 QT0295  HISTORY     - 1966     MONUMENTED       CGS
 QT0295  HISTORY     - 1972     GOOD             NGS
 QT0295  HISTORY     - 1973     GOOD             USGS
 QT0295
 QT0295                          STATION DESCRIPTION
 QT0295
 QT0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QT0295'26.6 MI S FROM BUFFALO.
 QT0295'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 45 MILES NORTH
 QT0295'AND EAST OF BELLE FOURCHE, 26.6 MILES SOUTH OF BUFFALO ALONG
 QT0295'U.S. HIGHWAY 85, 2 MILES SOUTH OF THE CROW BUTTES, 0.2 MILE
 QT0295'NORTH OF THE INTERSECTION WITH OLD STATE HIGHWAY 79, 129 FEET
 QT0295'WEST OF THE CENTER OF HIGHWAY 85, 43 FEET WEST-NORTHWEST OF THE
 QT0295'CENTER 1 OF 3 WOOD FENCE POST AT JOG IN R.O.W. FENCE LINE, 1.8
 QT0295'FEET SOUTH OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 QT0295'MONUMENT WHICH PROJECTS 8-INCHES.  IN PASTURE LAND AT STATE
 QT0295'HIGHWAY STATION NO. 40 + 87.  NOTE-- BENCH MARK C 26 1934 WAS
 QT0295'USED AS THE AZIMUTH MARK FOR TRIANGULATION STATION CROW BUTTE,
 QT0295'THE BENCH MARK C 26 RESET HAS NOT BEEN OBSERVED FROM THE STATION.
 QT0295
 QT0295                          STATION RECOVERY (1973)
 QT0295
 QT0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QT0295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0209 ***********************************************************************
 QR0209  DESIGNATION -  C 27
 QR0209  PID         -  QR0209
 QR0209  STATE/COUNTY-  SD/EDMUNDS
 QR0209  COUNTRY     -  US
 QR0209  USGS QUAD   -  ROSCOE NW (2017)
 QR0209
 QR0209                         *CURRENT SURVEY CONTROL
 QR0209  ______________________________________________________________________
 QR0209* NAD 83(1986) POSITION- 45 27 02.     (N) 099 28 24.     (W)   SCALED
 QR0209* NAVD 88 ORTHO HEIGHT -   573.718 (meters)     1882.27  (feet) ADJUSTED
 QR0209  ______________________________________________________________________
 QR0209  GEOID HEIGHT    -        -22.950 (meters)                     GEOID18
 QR0209  DYNAMIC HEIGHT  -        573.657 (meters)     1882.07  (feet) COMP
 QR0209  MODELED GRAVITY -    980,492.2   (mgal)                       NAVD 88
 QR0209
 QR0209  VERT ORDER      -  FIRST     CLASS II
 QR0209
 QR0209.The horizontal coordinates were scaled from a map and have
 QR0209.an estimated accuracy of +/- 6 seconds.
 QR0209
 QR0209.The orthometric height was determined by differential leveling and
 QR0209.adjusted by the NATIONAL GEODETIC SURVEY
 QR0209.in June 1991.
 QR0209
 QR0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0209.GEOID18 height accuracy estimate available here.
 QR0209
 QR0209.Click photographs - Photos may exist for this station.
 QR0209
 QR0209.The dynamic height is computed by dividing the NAVD 88
 QR0209.geopotential number by the normal gravity value computed on the
 QR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0209.degrees latitude (g = 980.6199 gals.).
 QR0209
 QR0209.The modeled gravity was interpolated from observed gravity values.
 QR0209
 QR0209;                    North         East    Units  Estimated Accuracy
 QR0209;SPC SD N     -   179,850.      641,200.      MT  (+/- 180 meters Scaled)
 QR0209
 QR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR629331(NAD 83)
 QR0209
 QR0209                          SUPERSEDED SURVEY CONTROL
 QR0209
 QR0209  NGVD 29 (??/??/92)  573.332  (m)         1881.01   (f) ADJ UNCH    1 2
 QR0209
 QR0209.Superseded values are not recommended for survey control.
 QR0209
 QR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0209.See file dsdata.pdf to determine how the superseded data were derived.
 QR0209
 QR0209_MARKER: DB = BENCH MARK DISK
 QR0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0209_STAMPING: C 27 1934
 QR0209_MARK LOGO: CGS
 QR0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0209+STABILITY: SURFACE MOTION
 QR0209
 QR0209  HISTORY     - Date     Condition        Report By
 QR0209  HISTORY     - 1934     MONUMENTED       CGS
 QR0209  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0209
 QR0209                          STATION DESCRIPTION
 QR0209
 QR0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0209'6.1 MI W FROM ROSCOE.
 QR0209'6.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0209'RAILROAD FROM ROSCOE, EDMUNDS COUNTY, ABOUT 125 YARDS SOUTH
 QR0209'OF MILEPOST 48, ABOUT 32 YARDS SOUTHEAST OF THE CENTER LINE OF
 QR0209'THE TRACK, AND 7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 QR0209'STANDARD DISK, STAMPED C 27 1934 AND SET IN THE TOP OF A CONCRETE
 QR0209'POST.
 QR0209
 QR0209                          STATION RECOVERY (1974)
 QR0209
 QR0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0093 ***********************************************************************
 QS0093  DESIGNATION -  C 28
 QS0093  PID         -  QS0093
 QS0093  STATE/COUNTY-  SD/WALWORTH
 QS0093  COUNTRY     -  US
 QS0093  USGS QUAD   -  GLENHAM (2017)
 QS0093
 QS0093                         *CURRENT SURVEY CONTROL
 QS0093  ______________________________________________________________________
 QS0093* NAD 83(1986) POSITION- 45 32 04.     (N) 100 16 05.     (W)   SCALED
 QS0093* NAVD 88 ORTHO HEIGHT -   521.343 (meters)     1710.44  (feet) ADJUSTED
 QS0093  ______________________________________________________________________
 QS0093  GEOID HEIGHT    -        -22.059 (meters)                     GEOID18
 QS0093  DYNAMIC HEIGHT  -        521.295 (meters)     1710.28  (feet) COMP
 QS0093  MODELED GRAVITY -    980,507.4   (mgal)                       NAVD 88
 QS0093
 QS0093  VERT ORDER      -  FIRST     CLASS II
 QS0093
 QS0093.The horizontal coordinates were scaled from a map and have
 QS0093.an estimated accuracy of +/- 6 seconds.
 QS0093
 QS0093.The orthometric height was determined by differential leveling and
 QS0093.adjusted by the NATIONAL GEODETIC SURVEY
 QS0093.in June 1991.
 QS0093
 QS0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0093.GEOID18 height accuracy estimate available here.
 QS0093
 QS0093.Click photographs - Photos may exist for this station.
 QS0093
 QS0093.The dynamic height is computed by dividing the NAVD 88
 QS0093.geopotential number by the normal gravity value computed on the
 QS0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0093.degrees latitude (g = 980.6199 gals.).
 QS0093
 QS0093.The modeled gravity was interpolated from observed gravity values.
 QS0093
 QS0093;                    North         East    Units  Estimated Accuracy
 QS0093;SPC SD N     -   189,070.      579,060.      MT  (+/- 180 meters Scaled)
 QS0093
 QS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR009431(NAD 83)
 QS0093
 QS0093                          SUPERSEDED SURVEY CONTROL
 QS0093
 QS0093  NGVD 29 (??/??/92)  520.981  (m)         1709.25   (f) ADJ UNCH    1 2
 QS0093
 QS0093.Superseded values are not recommended for survey control.
 QS0093
 QS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0093.See file dsdata.pdf to determine how the superseded data were derived.
 QS0093
 QS0093_MARKER: DB = BENCH MARK DISK
 QS0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QS0093_SP_SET: PARAPET
 QS0093_STAMPING: C 28 1934
 QS0093_MARK LOGO: CGS
 QS0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0093+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 QS0093
 QS0093  HISTORY     - Date     Condition        Report By
 QS0093  HISTORY     - 1934     MONUMENTED       CGS
 QS0093  HISTORY     - 1953     GOOD             CGS
 QS0093  HISTORY     - 19970311 GOOD             NGS
 QS0093
 QS0093                          STATION DESCRIPTION
 QS0093
 QS0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QS0093'AT GLENHAM.
 QS0093'AT GLENHAM, WALWORTH COUNTY, AT THE SOUTH ENTRANCE TO THE
 QS0093'CONSOLIDATED SCHOOL, IN THE NORTH CONCRETE PARAPET, AND 1 FOOT
 QS0093'ABOVE THE WALK, A STANDARD DISK, STAMPED C 28 1934 AND SET
 QS0093'VERTICALLY.
 QS0093
 QS0093                          STATION RECOVERY (1997)
 QS0093
 QS0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0093'IN GLENHAM, AT THE INTERSECTION OF BLUE BLANKET STREET AND 3RD AVENUE
 QS0093'EAST, SET VERTICALLY IN THE WEST FACE OF THE NORTH CONCRETE PARAPET AT
 QS0093'THE SOUTH ENTRANCE TO THE MAS ANTIQUES AND BLUE BLANKET INN (FORMER
 QS0093'GLENHAM SCHOOL), 65.4 M (214.6 FT) EAST OF THE STREET CENTER, 25.0 M
 QS0093'(82.0 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 10.0 M (32.8 FT)
 QS0093'ABOVE THE LEVEL OF THE STREET, 2.4 M (7.9 FT) NORTH OF THE CENTER OF A
 QS0093'DOOR, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0001 ***********************************************************************
 QT0001  DESIGNATION -  C 29
 QT0001  PID         -  QT0001
 QT0001  STATE/COUNTY-  SD/PERKINS
 QT0001  COUNTRY     -  US
 QT0001  USGS QUAD   -  MEADOW (2017)
 QT0001
 QT0001                         *CURRENT SURVEY CONTROL
 QT0001  ______________________________________________________________________
 QT0001* NAD 83(1986) POSITION- 45 31 30.     (N) 102 09 58.     (W)   SCALED
 QT0001* NAVD 88 ORTHO HEIGHT -   804.535 (meters)     2639.55  (feet) ADJUSTED
 QT0001  ______________________________________________________________________
 QT0001  GEOID HEIGHT    -        -18.843 (meters)                     GEOID18
 QT0001  DYNAMIC HEIGHT  -        804.413 (meters)     2639.15  (feet) COMP
 QT0001  MODELED GRAVITY -    980,436.8   (mgal)                       NAVD 88
 QT0001
 QT0001  VERT ORDER      -  FIRST     CLASS II
 QT0001
 QT0001.The horizontal coordinates were scaled from a map and have
 QT0001.an estimated accuracy of +/- 6 seconds.
 QT0001
 QT0001.The orthometric height was determined by differential leveling and
 QT0001.adjusted by the NATIONAL GEODETIC SURVEY
 QT0001.in June 1991.
 QT0001
 QT0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0001.GEOID18 height accuracy estimate available here.
 QT0001
 QT0001.Click photographs - Photos may exist for this station.
 QT0001
 QT0001.The dynamic height is computed by dividing the NAVD 88
 QT0001.geopotential number by the normal gravity value computed on the
 QT0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0001.degrees latitude (g = 980.6199 gals.).
 QT0001
 QT0001.The modeled gravity was interpolated from observed gravity values.
 QT0001
 QT0001;                    North         East    Units  Estimated Accuracy
 QT0001;SPC SD N     -   190,250.      430,800.      MT  (+/- 180 meters Scaled)
 QT0001
 QT0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL213451(NAD 83)
 QT0001
 QT0001                          SUPERSEDED SURVEY CONTROL
 QT0001
 QT0001  NGVD 29 (??/??/92)  804.090  (m)         2638.09   (f) ADJ UNCH    1 2
 QT0001
 QT0001.Superseded values are not recommended for survey control.
 QT0001
 QT0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0001.See file dsdata.pdf to determine how the superseded data were derived.
 QT0001
 QT0001_MARKER: DB = BENCH MARK DISK
 QT0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0001_STAMPING: C 29 1934
 QT0001_MARK LOGO: CGS
 QT0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0001+STABILITY: SURFACE MOTION
 QT0001
 QT0001  HISTORY     - Date     Condition        Report By
 QT0001  HISTORY     - 1934     MONUMENTED       CGS
 QT0001  HISTORY     - 1941     GOOD             CGS
 QT0001  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0001
 QT0001                          STATION DESCRIPTION
 QT0001
 QT0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0001'2.7 MI SE FROM MEADOW.
 QT0001'2.7 MILES EAST ALONG STATE HIGHWAY 8 FROM MEADOW, PERKINS COUNTY,
 QT0001'ABOUT 0.4 MILE SOUTH OF THE JUNCTION WITH STATE HIGHWAY 73 AND
 QT0001'A TURN IN STATE HIGHWAY 18 WEST TOWARD MEADOW, 35 FEET EAST
 QT0001'OF THE CENTER LINE OF THE HIGHWAY, AND 6 FEET EAST OF THE
 QT0001'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED C 29 1934 AND SET
 QT0001'IN THE TOP OF A CONCRETE POST.
 QT0001
 QT0001                          STATION RECOVERY (1999)
 QT0001
 QT0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0001'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0373 ***********************************************************************
 QR0373  DESIGNATION -  C 294 RESET
 QR0373  PID         -  QR0373
 QR0373  STATE/COUNTY-  SD/MCPHERSON
 QR0373  COUNTRY     -  US
 QR0373  USGS QUAD   -  EUREKA EAST (2017)
 QR0373
 QR0373                         *CURRENT SURVEY CONTROL
 QR0373  ______________________________________________________________________
 QR0373* NAD 83(1986) POSITION- 45 46 01.     (N) 099 33 08.     (W)   SCALED
 QR0373* NAVD 88 ORTHO HEIGHT -   577.51  (meters)     1894.7   (feet) RESET
 QR0373  ______________________________________________________________________
 QR0373  GEOID HEIGHT    -        -22.817 (meters)                     GEOID18
 QR0373  VERT ORDER      -  THIRD
 QR0373
 QR0373.The horizontal coordinates were scaled from a map and have
 QR0373.an estimated accuracy of +/- 6 seconds.
 QR0373
 QR0373.The orthometric height was computed from unverified reset data.
 QR0373
 QR0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0373.GEOID18 height accuracy estimate available here.
 QR0373
 QR0373.Click photographs - Photos may exist for this station.
 QR0373
 QR0373;                    North         East    Units  Estimated Accuracy
 QR0373;SPC SD N     -   214,970.      634,830.      MT  (+/- 180 meters Scaled)
 QR0373
 QR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR570683(NAD 83)
 QR0373
 QR0373                          SUPERSEDED SURVEY CONTROL
 QR0373
 QR0373.No superseded survey control is available for this station.
 QR0373
 QR0373_MARKER: DB = BENCH MARK DISK
 QR0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0373_STAMPING: C 294 RESET 1948
 QR0373_MARK LOGO: CGS
 QR0373_PROJECTION: PROJECTING 15 CENTIMETERS
 QR0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0373+STABILITY: SURFACE MOTION
 QR0373
 QR0373  HISTORY     - Date     Condition        Report By
 QR0373  HISTORY     - 1948     MONUMENTED       SDHD
 QR0373
 QR0373                          STATION DESCRIPTION
 QR0373
 QR0373'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 QR0373'3.5 MI E FROM EUREKA.
 QR0373'3.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QR0373'EUREKA, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END OF
 QR0373'THE SOUTH HEADWALL.  222 FEET EAST AND 32 FEET SOUTH OF THE ABOVE
 QR0373'LOCATION.  A STANDARD DISK, STAMPED C 294 RESET 1948 AND SET IN
 QR0373'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, 47 FEET SOUTH OF
 QR0373'THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0295 ***********************************************************************
 QR0295  DESIGNATION -  C 295
 QR0295  PID         -  QR0295
 QR0295  STATE/COUNTY-  SD/WALWORTH
 QR0295  COUNTRY     -  US
 QR0295  USGS QUAD   -  LOWRY (2017)
 QR0295
 QR0295                         *CURRENT SURVEY CONTROL
 QR0295  ______________________________________________________________________
 QR0295* NAD 83(1986) POSITION- 45 21 22.     (N) 099 58 35.     (W)   SCALED
 QR0295* NAVD 88 ORTHO HEIGHT -   620.922 (meters)     2037.14  (feet) ADJUSTED
 QR0295  ______________________________________________________________________
 QR0295  GEOID HEIGHT    -        -22.279 (meters)                     GEOID18
 QR0295  DYNAMIC HEIGHT  -        620.853 (meters)     2036.92  (feet) COMP
 QR0295  MODELED GRAVITY -    980,484.8   (mgal)                       NAVD 88
 QR0295
 QR0295  VERT ORDER      -  SECOND    CLASS 0
 QR0295
 QR0295.The horizontal coordinates were scaled from a map and have
 QR0295.an estimated accuracy of +/- 6 seconds.
 QR0295
 QR0295.The orthometric height was determined by differential leveling and
 QR0295.adjusted by the NATIONAL GEODETIC SURVEY
 QR0295.in June 1991.
 QR0295
 QR0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0295.GEOID18 height accuracy estimate available here.
 QR0295
 QR0295.Click photographs - Photos may exist for this station.
 QR0295
 QR0295.The dynamic height is computed by dividing the NAVD 88
 QR0295.geopotential number by the normal gravity value computed on the
 QR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0295.degrees latitude (g = 980.6199 gals.).
 QR0295
 QR0295.The modeled gravity was interpolated from observed gravity values.
 QR0295
 QR0295;                    North         East    Units  Estimated Accuracy
 QR0295;SPC SD N     -   169,220.      601,850.      MT  (+/- 180 meters Scaled)
 QR0295
 QR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR235229(NAD 83)
 QR0295
 QR0295                          SUPERSEDED SURVEY CONTROL
 QR0295
 QR0295  NGVD 29 (??/??/92)  620.550  (m)         2035.92   (f) ADJ UNCH    2 0
 QR0295
 QR0295.Superseded values are not recommended for survey control.
 QR0295
 QR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0295.See file dsdata.pdf to determine how the superseded data were derived.
 QR0295
 QR0295_MARKER: DB = BENCH MARK DISK
 QR0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0295_SP_SET: CULVERT HEADWALL
 QR0295_STAMPING: C 295 1940
 QR0295_MARK LOGO: CGS
 QR0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0295+STABILITY: SURFACE MOTION
 QR0295
 QR0295  HISTORY     - Date     Condition        Report By
 QR0295  HISTORY     - 1940     MONUMENTED       CGS
 QR0295  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0295
 QR0295                          STATION DESCRIPTION
 QR0295
 QR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0295'13.6 MI S FROM SELBY.
 QR0295'13.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QR0295'SELBY, WALWORTH COUNTY, BETWEEN TWO HILLS, AT A CULVERT, IN
 QR0295'THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL, 16.3
 QR0295'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.6 FEET NORTH OF
 QR0295'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 295 1940.
 QR0295
 QR0295                          STATION RECOVERY (1974)
 QR0295
 QR0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0309 ***********************************************************************
 PS0309  DESIGNATION -  C 296
 PS0309  PID         -  PS0309
 PS0309  STATE/COUNTY-  SD/HYDE
 PS0309  COUNTRY     -  US
 PS0309  USGS QUAD   -  RICE LAKE (2017)
 PS0309
 PS0309                         *CURRENT SURVEY CONTROL
 PS0309  ______________________________________________________________________
 PS0309* NAD 83(1986) POSITION- 44 51 07.     (N) 099 26 58.     (W)   SCALED
 PS0309* NAVD 88 ORTHO HEIGHT -   568.734 (meters)     1865.92  (feet) ADJUSTED
 PS0309  ______________________________________________________________________
 PS0309  GEOID HEIGHT    -        -23.075 (meters)                     GEOID18
 PS0309  DYNAMIC HEIGHT  -        568.654 (meters)     1865.66  (feet) COMP
 PS0309  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 PS0309
 PS0309  VERT ORDER      -  SECOND    CLASS 0
 PS0309
 PS0309.The horizontal coordinates were scaled from a map and have
 PS0309.an estimated accuracy of +/- 6 seconds.
 PS0309
 PS0309.The orthometric height was determined by differential leveling and
 PS0309.adjusted by the NATIONAL GEODETIC SURVEY
 PS0309.in June 1991.
 PS0309
 PS0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0309.GEOID18 height accuracy estimate available here.
 PS0309
 PS0309.Click photographs - Photos may exist for this station.
 PS0309
 PS0309.The dynamic height is computed by dividing the NAVD 88
 PS0309.geopotential number by the normal gravity value computed on the
 PS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0309.degrees latitude (g = 980.6199 gals.).
 PS0309
 PS0309.The modeled gravity was interpolated from observed gravity values.
 PS0309
 PS0309;                    North         East    Units  Estimated Accuracy
 PS0309;SPC SD N     -   113,340.      643,520.      MT  (+/- 180 meters Scaled)
 PS0309
 PS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ644666(NAD 83)
 PS0309
 PS0309                          SUPERSEDED SURVEY CONTROL
 PS0309
 PS0309  NGVD 29 (??/??/92)  568.384  (m)         1864.77   (f) ADJ UNCH    2 0
 PS0309
 PS0309.Superseded values are not recommended for survey control.
 PS0309
 PS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0309.See file dsdata.pdf to determine how the superseded data were derived.
 PS0309
 PS0309_MARKER: DB = BENCH MARK DISK
 PS0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0309_STAMPING: C 296 1940
 PS0309_MARK LOGO: CGS
 PS0309_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0309+STABILITY: SURFACE MOTION
 PS0309
 PS0309  HISTORY     - Date     Condition        Report By
 PS0309  HISTORY     - 1940     MONUMENTED       CGS
 PS0309
 PS0309                          STATION DESCRIPTION
 PS0309
 PS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0309'17.4 MI S FROM SENECA.
 PS0309'IN HYDE COUNTY, 17.4 MILES SOUTH ALONG THE HIGHMORE ROAD FROM
 PS0309'THE POST OFFICE AT SENECA, FAULK COUNTY, AT THE INTERSECTION
 PS0309'OF A SECTION-LINE ROAD, 114 FEET SOUTH OF THE CENTERLINE OF THE
 PS0309'SECTION-LINE ROAD, 80.5 FEET EAST OF THE CENTERLINE OF THE
 PS0309'HIGHMORE ROAD, 27 FEET EAST OF THE RIGHT-OF-WAY FENCE, IN THE
 PS0309'TOP OF A GRANITE BOULDER PROJECTING 4 INCHES ABOVE THE GROUND,
 PS0309'AND 1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 PS0309'DISK, STAMPED C 296 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0206 ***********************************************************************
 OR0206  DESIGNATION -  C 297 RESET
 OR0206  PID         -  OR0206
 OR0206  STATE/COUNTY-  SD/CHARLES MIX
 OR0206  COUNTRY     -  US
 OR0206  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0206
 OR0206                         *CURRENT SURVEY CONTROL
 OR0206  ______________________________________________________________________
 OR0206* NAD 83(1986) POSITION- 43 09 29.     (N) 098 47 52.     (W)   SCALED
 OR0206* NAVD 88 ORTHO HEIGHT -   387.22  (meters)     1270.4   (feet) RESET
 OR0206  ______________________________________________________________________
 OR0206  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 OR0206  VERT ORDER      -  THIRD
 OR0206
 OR0206.The horizontal coordinates were scaled from a map and have
 OR0206.an estimated accuracy of +/- 6 seconds.
 OR0206
 OR0206.The orthometric height was computed from unverified reset data.
 OR0206
 OR0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0206.GEOID18 height accuracy estimate available here.
 OR0206
 OR0206.Click photographs - Photos may exist for this station.
 OR0206
 OR0206;                    North         East    Units  Estimated Accuracy
 OR0206;SPC SD S     -    92,770.      724,880.      MT  (+/- 180 meters Scaled)
 OR0206
 OR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN164783(NAD 83)
 OR0206
 OR0206                          SUPERSEDED SURVEY CONTROL
 OR0206
 OR0206.No superseded survey control is available for this station.
 OR0206
 OR0206_MARKER: DB = BENCH MARK DISK
 OR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0206_STAMPING: C 297 RESET 1942
 OR0206_MARK LOGO: CGS
 OR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0206+STABILITY: SURFACE MOTION
 OR0206
 OR0206  HISTORY     - Date     Condition        Report By
 OR0206  HISTORY     - 1942     MONUMENTED       SDHD
 OR0206
 OR0206                          STATION DESCRIPTION
 OR0206
 OR0206'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1942
 OR0206'0.7 MI E FROM WHEELER.
 OR0206'0.7 MILE EAST ALONG U.S. HIGHWAY 18 FROM THE INTERSECTION OF
 OR0206'U.S. HIGHWAY 281 AT WHEELER, AT THE JUNCTION OF A T-ROAD LEADING
 OR0206'NORTH, AND 190 FEET NORTH OF A POINT 33 FEET WEST OF THE SOUTHEAST
 OR0206'CORNER OF SEC. 6, T 96 N., R 67 W.  A STANDARD DISK, STAMPED
 OR0206'C 297 RESET 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0206'ABOUT 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0443 ***********************************************************************
 QS0443  DESIGNATION -  C 298
 QS0443  PID         -  QS0443
 QS0443  STATE/COUNTY-  SD/CORSON
 QS0443  COUNTRY     -  US
 QS0443  USGS QUAD   -  TATANKA LAKE (2017)
 QS0443
 QS0443                         *CURRENT SURVEY CONTROL
 QS0443  ______________________________________________________________________
 QS0443* NAD 83(1986) POSITION- 45 56 20.     (N) 101 13 42.     (W)   SCALED
 QS0443* NAVD 88 ORTHO HEIGHT -   679.558 (meters)     2229.52  (feet) ADJUSTED
 QS0443  ______________________________________________________________________
 QS0443  GEOID HEIGHT    -        -20.629 (meters)                     GEOID18
 QS0443  DYNAMIC HEIGHT  -        679.493 (meters)     2229.30  (feet) COMP
 QS0443  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 QS0443
 QS0443  VERT ORDER      -  SECOND    CLASS 0
 QS0443
 QS0443.The horizontal coordinates were scaled from a map and have
 QS0443.an estimated accuracy of +/- 6 seconds.
 QS0443
 QS0443.The orthometric height was determined by differential leveling and
 QS0443.adjusted by the NATIONAL GEODETIC SURVEY
 QS0443.in June 1991.
 QS0443
 QS0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0443.GEOID18 height accuracy estimate available here.
 QS0443
 QS0443.Click photographs - Photos may exist for this station.
 QS0443
 QS0443.The dynamic height is computed by dividing the NAVD 88
 QS0443.geopotential number by the normal gravity value computed on the
 QS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0443.degrees latitude (g = 980.6199 gals.).
 QS0443
 QS0443.The modeled gravity was interpolated from observed gravity values.
 QS0443
 QS0443;                    North         East    Units  Estimated Accuracy
 QS0443;SPC SD N     -   234,710.      504,740.      MT  (+/- 180 meters Scaled)
 QS0443
 QS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR272896(NAD 83)
 QS0443
 QS0443                          SUPERSEDED SURVEY CONTROL
 QS0443
 QS0443  NGVD 29 (??/??/92)  679.071  (m)         2227.92   (f) ADJ UNCH    2 0
 QS0443
 QS0443.Superseded values are not recommended for survey control.
 QS0443
 QS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0443.See file dsdata.pdf to determine how the superseded data were derived.
 QS0443
 QS0443_MARKER: DB = BENCH MARK DISK
 QS0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0443_STAMPING: C 298 1940
 QS0443_MARK LOGO: CGS
 QS0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0443+STABILITY: SURFACE MOTION
 QS0443
 QS0443  HISTORY     - Date     Condition        Report By
 QS0443  HISTORY     - 1940     MONUMENTED       CGS
 QS0443
 QS0443                          STATION DESCRIPTION
 QS0443
 QS0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0443'0.7 MI W FROM TATANKA.
 QS0443'0.7 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0443'RAILROAD FROM THE STATION AT TATANKA, CORSON COUNTY, ABOUT 17
 QS0443'POLES WEST OF MILEPOST 857, 46 FEET SOUTH OF THE CENTER LINE
 QS0443'OF THE TRACK, 7.5 FEET EAST OF A POLE, AND 1 FOOT EAST OF A
 QS0443'WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 QS0443'C 298 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0443'ABOUT 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0013 ***********************************************************************
 OS0013  DESIGNATION -  C 299
 OS0013  PID         -  OS0013
 OS0013  STATE/COUNTY-  SD/TRIPP
 OS0013  COUNTRY     -  US
 OS0013  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0013
 OS0013                         *CURRENT SURVEY CONTROL
 OS0013  ______________________________________________________________________
 OS0013* NAD 83(1986) POSITION- 43 32 27.     (N) 100 02 27.     (W)   SCALED
 OS0013* NAVD 88 ORTHO HEIGHT -   574.172 (meters)     1883.76  (feet) ADJUSTED
 OS0013  ______________________________________________________________________
 OS0013  GEOID HEIGHT    -        -25.426 (meters)                     GEOID18
 OS0013  DYNAMIC HEIGHT  -        573.972 (meters)     1883.11  (feet) COMP
 OS0013  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 OS0013
 OS0013  VERT ORDER      -  SECOND    CLASS 0
 OS0013
 OS0013.The horizontal coordinates were scaled from a map and have
 OS0013.an estimated accuracy of +/- 6 seconds.
 OS0013
 OS0013.The orthometric height was determined by differential leveling and
 OS0013.adjusted by the NATIONAL GEODETIC SURVEY
 OS0013.in June 1991.
 OS0013
 OS0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0013.GEOID18 height accuracy estimate available here.
 OS0013
 OS0013.Click photographs - Photos may exist for this station.
 OS0013
 OS0013.The dynamic height is computed by dividing the NAVD 88
 OS0013.geopotential number by the normal gravity value computed on the
 OS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0013.degrees latitude (g = 980.6199 gals.).
 OS0013
 OS0013.The modeled gravity was interpolated from observed gravity values.
 OS0013
 OS0013;                    North         East    Units  Estimated Accuracy
 OS0013;SPC SD S     -   134,180.      623,640.      MT  (+/- 180 meters Scaled)
 OS0013
 OS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP159214(NAD 83)
 OS0013
 OS0013                          SUPERSEDED SURVEY CONTROL
 OS0013
 OS0013  NGVD 29 (??/??/92)  573.786  (m)         1882.50   (f) ADJ UNCH    2 0
 OS0013
 OS0013.Superseded values are not recommended for survey control.
 OS0013
 OS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0013.See file dsdata.pdf to determine how the superseded data were derived.
 OS0013
 OS0013_MARKER: DB = BENCH MARK DISK
 OS0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0013_STAMPING: C 299 1940
 OS0013_MARK LOGO: CGS
 OS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0013+STABILITY: SURFACE MOTION
 OS0013
 OS0013  HISTORY     - Date     Condition        Report By
 OS0013  HISTORY     - 1940     MONUMENTED       CGS
 OS0013  HISTORY     - 1978     MARK NOT FOUND   USGS
 OS0013
 OS0013                          STATION DESCRIPTION
 OS0013
 OS0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0013'19.8 MI NW FROM WINNER.
 OS0013'19.8 MILES NORTH-WEST OF THE COUNTY COURT HOUSE AT WINNER,
 OS0013'13 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 0.2 MILES SOUTH
 OS0013'OF AN EAST-WEST SECTION-LINE ROAD, SET IN THE CENTER OF THE
 OS0013'EAST HEAD-WALL OF A CONCRETE CULVERT, 6 FEET SOUTH OF A WHITE
 OS0013'MARKER STENCILED U.S.B.M.  A STANDARD DISK STAMPED C-299 1940.
 OS0013
 OS0013                          STATION RECOVERY (1978)
 OS0013
 OS0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OS0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0532 ***********************************************************************
 PT0532  DESIGNATION -  C 3 U
 PT0532  PID         -  PT0532
 PT0532  STATE/COUNTY-  SD/HAAKON
 PT0532  COUNTRY     -  US
 PT0532  USGS QUAD   -  LUCERNE (2017)
 PT0532
 PT0532                         *CURRENT SURVEY CONTROL
 PT0532  ______________________________________________________________________
 PT0532* NAD 83(1986) POSITION- 44 10 15.     (N) 101 35 59.     (W)   SCALED
 PT0532* NAVD 88 ORTHO HEIGHT -   725.621 (meters)     2380.64  (feet) ADJUSTED
 PT0532  ______________________________________________________________________
 PT0532  GEOID HEIGHT    -        -21.279 (meters)                     GEOID18
 PT0532  DYNAMIC HEIGHT  -        725.416 (meters)     2379.97  (feet) COMP
 PT0532  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PT0532
 PT0532  VERT ORDER      -  FIRST     CLASS II
 PT0532
 PT0532.The horizontal coordinates were scaled from a map and have
 PT0532.an estimated accuracy of +/- 6 seconds.
 PT0532
 PT0532.The orthometric height was determined by differential leveling and
 PT0532.adjusted by the NATIONAL GEODETIC SURVEY
 PT0532.in June 1991.
 PT0532
 PT0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0532.GEOID18 height accuracy estimate available here.
 PT0532
 PT0532.Click photographs - Photos may exist for this station.
 PT0532
 PT0532.The dynamic height is computed by dividing the NAVD 88
 PT0532.geopotential number by the normal gravity value computed on the
 PT0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0532.degrees latitude (g = 980.6199 gals.).
 PT0532
 PT0532.The modeled gravity was interpolated from observed gravity values.
 PT0532
 PT0532;                    North         East    Units  Estimated Accuracy
 PT0532;SPC SD S     -   204,910.      498,730.      MT  (+/- 180 meters Scaled)
 PT0532
 PT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP921941(NAD 83)
 PT0532
 PT0532                          SUPERSEDED SURVEY CONTROL
 PT0532
 PT0532  NGVD 29 (??/??/92)  725.16   (m)         2379.1    (f) COMPUTED    1 2
 PT0532
 PT0532.Superseded values are not recommended for survey control.
 PT0532
 PT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0532.See file dsdata.pdf to determine how the superseded data were derived.
 PT0532
 PT0532_MARKER: DS = TRIANGULATION STATION DISK
 PT0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0532_STAMPING: C 3 U 1961
 PT0532_MARK LOGO: CGS
 PT0532_PROJECTION: FLUSH
 PT0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0532+STABILITY: SURFACE MOTION
 PT0532
 PT0532  HISTORY     - Date     Condition        Report By
 PT0532  HISTORY     - 1961     MONUMENTED       CGS
 PT0532  HISTORY     - 1962     GOOD             CGS
 PT0532
 PT0532                          STATION DESCRIPTION
 PT0532
 PT0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0532'16.6 MI NE FROM PHILIP.
 PT0532'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0532'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0532'EAST ALONG A GRAVEL ROAD, THENCE 2.1 MILES SOUTH ALONG A GRAVEL
 PT0532'ROAD, THENCE 0.4 MILES EAST ALONG A PRIVATE FIELD ROAD, THENCE
 PT0532'0.05 MILE NORTH ALONG A FENCE, EAST OF A RANCH HOUSE, 8 1/2
 PT0532'FEET SOUTHEAST OF A FENCE CORNER, 7 1/2 FEET EAST OF THE
 PT0532'NORTH-SOUTH FENCE, 6.8 FEET SOUTH OF A METAL WITNESS POST, 5
 PT0532'FEET SOUTH OF THE EAST-WEST FENCE, AND SET IN THE TOP OF A
 PT0532'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0534 ***********************************************************************
 PT0534  DESIGNATION -  C 3 U AZ MK
 PT0534  PID         -  PT0534
 PT0534  STATE/COUNTY-  SD/HAAKON
 PT0534  COUNTRY     -  US
 PT0534  USGS QUAD   -  LUCERNE (2017)
 PT0534
 PT0534                         *CURRENT SURVEY CONTROL
 PT0534  ______________________________________________________________________
 PT0534* NAD 83(1986) POSITION- 44 09 51.     (N) 101 36 26.     (W)   SCALED
 PT0534* NAVD 88 ORTHO HEIGHT -   711.906 (meters)     2335.64  (feet) ADJUSTED
 PT0534  ______________________________________________________________________
 PT0534  GEOID HEIGHT    -        -21.256 (meters)                     GEOID18
 PT0534  DYNAMIC HEIGHT  -        711.704 (meters)     2334.98  (feet) COMP
 PT0534  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PT0534
 PT0534  VERT ORDER      -  FIRST     CLASS II
 PT0534
 PT0534.The horizontal coordinates were scaled from a map and have
 PT0534.an estimated accuracy of +/- 6 seconds.
 PT0534
 PT0534.The orthometric height was determined by differential leveling and
 PT0534.adjusted by the NATIONAL GEODETIC SURVEY
 PT0534.in June 1991.
 PT0534
 PT0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0534.GEOID18 height accuracy estimate available here.
 PT0534
 PT0534.Click photographs - Photos may exist for this station.
 PT0534
 PT0534.The dynamic height is computed by dividing the NAVD 88
 PT0534.geopotential number by the normal gravity value computed on the
 PT0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0534.degrees latitude (g = 980.6199 gals.).
 PT0534
 PT0534.The modeled gravity was interpolated from observed gravity values.
 PT0534
 PT0534;                    North         East    Units  Estimated Accuracy
 PT0534;SPC SD S     -   204,180.      498,120.      MT  (+/- 180 meters Scaled)
 PT0534
 PT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP915934(NAD 83)
 PT0534
 PT0534                          SUPERSEDED SURVEY CONTROL
 PT0534
 PT0534  NGVD 29 (??/??/92)  711.45   (m)         2334.1    (f) COMPUTED    1 2
 PT0534
 PT0534.Superseded values are not recommended for survey control.
 PT0534
 PT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0534.See file dsdata.pdf to determine how the superseded data were derived.
 PT0534
 PT0534_MARKER: DZ = AZIMUTH MARK DISK
 PT0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0534_STAMPING: C 3 U 1961
 PT0534_MARK LOGO: CGS
 PT0534_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0534+STABILITY: SURFACE MOTION
 PT0534
 PT0534  HISTORY     - Date     Condition        Report By
 PT0534  HISTORY     - 1961     MONUMENTED       CGS
 PT0534  HISTORY     - 1962     GOOD             CGS
 PT0534
 PT0534                          STATION DESCRIPTION
 PT0534
 PT0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0534'16.4 MI NE FROM PHILIP.
 PT0534'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0534'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0534'ALONG A GRAVEL ROAD, THENCE 2.4 MILES SOUTH ALONG A GRAVEL ROAD,
 PT0534'77 FEET SOUTH OF A POWER POLE, 36 FEET EAST OF THE CENTERLINE
 PT0534'OF THE ROAD, 4 FEET WEST OF A FENCE, 3.4 FEET WEST OF A METAL
 PT0534'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PT0534'A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0531 ***********************************************************************
 PT0531  DESIGNATION -  C 3 U RM 1
 PT0531  PID         -  PT0531
 PT0531  STATE/COUNTY-  SD/HAAKON
 PT0531  COUNTRY     -  US
 PT0531  USGS QUAD   -  LUCERNE (2017)
 PT0531
 PT0531                         *CURRENT SURVEY CONTROL
 PT0531  ______________________________________________________________________
 PT0531* NAD 83(1986) POSITION- 44 10 15.     (N) 101 35 59.     (W)   SCALED
 PT0531* NAVD 88 ORTHO HEIGHT -   725.623 (meters)     2380.65  (feet) ADJUSTED
 PT0531  ______________________________________________________________________
 PT0531  GEOID HEIGHT    -        -21.279 (meters)                     GEOID18
 PT0531  DYNAMIC HEIGHT  -        725.418 (meters)     2379.98  (feet) COMP
 PT0531  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PT0531
 PT0531  VERT ORDER      -  FIRST     CLASS II
 PT0531
 PT0531.The horizontal coordinates were scaled from a map and have
 PT0531.an estimated accuracy of +/- 6 seconds.
 PT0531
 PT0531.The orthometric height was determined by differential leveling and
 PT0531.adjusted by the NATIONAL GEODETIC SURVEY
 PT0531.in June 1991.
 PT0531
 PT0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0531.GEOID18 height accuracy estimate available here.
 PT0531
 PT0531.Click photographs - Photos may exist for this station.
 PT0531
 PT0531.The dynamic height is computed by dividing the NAVD 88
 PT0531.geopotential number by the normal gravity value computed on the
 PT0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0531.degrees latitude (g = 980.6199 gals.).
 PT0531
 PT0531.The modeled gravity was interpolated from observed gravity values.
 PT0531
 PT0531;                    North         East    Units  Estimated Accuracy
 PT0531;SPC SD S     -   204,910.      498,730.      MT  (+/- 180 meters Scaled)
 PT0531
 PT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP921941(NAD 83)
 PT0531
 PT0531                          SUPERSEDED SURVEY CONTROL
 PT0531
 PT0531  NGVD 29 (??/??/92)  725.16   (m)         2379.1    (f) COMPUTED    1 2
 PT0531
 PT0531.Superseded values are not recommended for survey control.
 PT0531
 PT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0531.See file dsdata.pdf to determine how the superseded data were derived.
 PT0531
 PT0531_MARKER: DR = REFERENCE MARK DISK
 PT0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0531_STAMPING: C 3 U NO 1 1961
 PT0531_MARK LOGO: CGS
 PT0531_PROJECTION: FLUSH
 PT0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0531+STABILITY: SURFACE MOTION
 PT0531
 PT0531  HISTORY     - Date     Condition        Report By
 PT0531  HISTORY     - 1961     MONUMENTED       CGS
 PT0531  HISTORY     - 1962     GOOD             CGS
 PT0531
 PT0531                          STATION DESCRIPTION
 PT0531
 PT0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0531'16.6 MI NE FROM PHILIP.
 PT0531'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0531'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0531'EAST ALONG A GRAVEL ROAD, THENCE 2.1 MILES SOUTH ALONG A GRAVEL
 PT0531'ROAD, THENCE 0.4 MILES EAST ALONG A PRIVATE FIELD ROAD, THENCE
 PT0531'0.05 MILE NORTH ALONG A FENCE, EAST OF A RANCH HOUSE, 48 FEET EAST
 PT0531'OF A FENCE CORNER 43.8 FEET EAST OF C3U 1961, 1 FOOT SOUTH OF
 PT0531'AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PT0531'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0533 ***********************************************************************
 PT0533  DESIGNATION -  C 3 U RM 2
 PT0533  PID         -  PT0533
 PT0533  STATE/COUNTY-  SD/HAAKON
 PT0533  COUNTRY     -  US
 PT0533  USGS QUAD   -  LUCERNE (2017)
 PT0533
 PT0533                         *CURRENT SURVEY CONTROL
 PT0533  ______________________________________________________________________
 PT0533* NAD 83(1986) POSITION- 44 10 15.     (N) 101 35 58.     (W)   SCALED
 PT0533* NAVD 88 ORTHO HEIGHT -   725.246 (meters)     2379.41  (feet) ADJUSTED
 PT0533  ______________________________________________________________________
 PT0533  GEOID HEIGHT    -        -21.280 (meters)                     GEOID18
 PT0533  DYNAMIC HEIGHT  -        725.041 (meters)     2378.74  (feet) COMP
 PT0533  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PT0533
 PT0533  VERT ORDER      -  FIRST     CLASS II
 PT0533
 PT0533.The horizontal coordinates were scaled from a map and have
 PT0533.an estimated accuracy of +/- 6 seconds.
 PT0533
 PT0533.The orthometric height was determined by differential leveling and
 PT0533.adjusted by the NATIONAL GEODETIC SURVEY
 PT0533.in June 1991.
 PT0533
 PT0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0533.GEOID18 height accuracy estimate available here.
 PT0533
 PT0533.Click photographs - Photos may exist for this station.
 PT0533
 PT0533.The dynamic height is computed by dividing the NAVD 88
 PT0533.geopotential number by the normal gravity value computed on the
 PT0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0533.degrees latitude (g = 980.6199 gals.).
 PT0533
 PT0533.The modeled gravity was interpolated from observed gravity values.
 PT0533
 PT0533;                    North         East    Units  Estimated Accuracy
 PT0533;SPC SD S     -   204,910.      498,750.      MT  (+/- 180 meters Scaled)
 PT0533
 PT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP921941(NAD 83)
 PT0533
 PT0533                          SUPERSEDED SURVEY CONTROL
 PT0533
 PT0533  NGVD 29 (??/??/92)  724.79   (m)         2377.9    (f) COMPUTED    1 2
 PT0533
 PT0533.Superseded values are not recommended for survey control.
 PT0533
 PT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0533.See file dsdata.pdf to determine how the superseded data were derived.
 PT0533
 PT0533_MARKER: DR = REFERENCE MARK DISK
 PT0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0533_STAMPING: C 3 U NO 2 1961
 PT0533_MARK LOGO: CGS
 PT0533_PROJECTION: FLUSH
 PT0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0533+STABILITY: SURFACE MOTION
 PT0533
 PT0533  HISTORY     - Date     Condition        Report By
 PT0533  HISTORY     - 1961     MONUMENTED       CGS
 PT0533  HISTORY     - 1962     GOOD             CGS
 PT0533
 PT0533                          STATION DESCRIPTION
 PT0533
 PT0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0533'16.6 MI NE FROM PHILIP.
 PT0533'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0533'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0533'EAST ALONG A GRAVEL ROAD, THENCE 2.1 MILES SOUTH ALONG A GRAVEL
 PT0533'ROAD, THENCE 0.4 MILES EAST ALONG A PRIVATE FIELD ROAD, THENCE
 PT0533'0.05 MILE NORTH ALONG A FENCE, EAST OF A RANCH HOUSE, 54 FEET
 PT0533'SOUTH OF A FENCE CORNER, 47.6 FEET SOUTH OF C3U 1961, 1/2 FOOT
 PT0533'EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PT0533'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0528 ***********************************************************************
 PT0528  DESIGNATION -  C 3 V
 PT0528  PID         -  PT0528
 PT0528  STATE/COUNTY-  SD/HAAKON
 PT0528  COUNTRY     -  US
 PT0528  USGS QUAD   -  LUCERNE (2017)
 PT0528
 PT0528                         *CURRENT SURVEY CONTROL
 PT0528  ______________________________________________________________________
 PT0528* NAD 83(1986) POSITION- 44 10 16.     (N) 101 36 36.     (W)   SCALED
 PT0528* NAVD 88 ORTHO HEIGHT -   722.871 (meters)     2371.62  (feet) ADJUSTED
 PT0528  ______________________________________________________________________
 PT0528  GEOID HEIGHT    -        -21.243 (meters)                     GEOID18
 PT0528  DYNAMIC HEIGHT  -        722.666 (meters)     2370.95  (feet) COMP
 PT0528  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PT0528
 PT0528  VERT ORDER      -  FIRST     CLASS II
 PT0528
 PT0528.The horizontal coordinates were scaled from a map and have
 PT0528.an estimated accuracy of +/- 6 seconds.
 PT0528
 PT0528.The orthometric height was determined by differential leveling and
 PT0528.adjusted by the NATIONAL GEODETIC SURVEY
 PT0528.in June 1991.
 PT0528
 PT0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0528.GEOID18 height accuracy estimate available here.
 PT0528
 PT0528.Click photographs - Photos may exist for this station.
 PT0528
 PT0528.The dynamic height is computed by dividing the NAVD 88
 PT0528.geopotential number by the normal gravity value computed on the
 PT0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0528.degrees latitude (g = 980.6199 gals.).
 PT0528
 PT0528.The modeled gravity was interpolated from observed gravity values.
 PT0528
 PT0528;                    North         East    Units  Estimated Accuracy
 PT0528;SPC SD S     -   204,950.      497,910.      MT  (+/- 180 meters Scaled)
 PT0528
 PT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP913941(NAD 83)
 PT0528
 PT0528                          SUPERSEDED SURVEY CONTROL
 PT0528
 PT0528  NGVD 29 (??/??/92)  722.41   (m)         2370.1    (f) COMPUTED    1 2
 PT0528
 PT0528.Superseded values are not recommended for survey control.
 PT0528
 PT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0528.See file dsdata.pdf to determine how the superseded data were derived.
 PT0528
 PT0528_MARKER: DS = TRIANGULATION STATION DISK
 PT0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0528_STAMPING: C 3 V 1961
 PT0528_MARK LOGO: CGS
 PT0528_PROJECTION: FLUSH
 PT0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0528+STABILITY: SURFACE MOTION
 PT0528
 PT0528  HISTORY     - Date     Condition        Report By
 PT0528  HISTORY     - 1961     MONUMENTED       CGS
 PT0528  HISTORY     - 1962     GOOD             CGS
 PT0528
 PT0528                          STATION DESCRIPTION
 PT0528
 PT0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0528'16 MI NE FROM PHILIP.
 PT0528'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0528'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0528'EAST ALONG A GRAVEL ROAD, THENCE 1.9 MILES SOUTH ALONG A GRAVEL
 PT0528'ROAD, THENCE 0.1 MILES WEST ALONG AN EAST-WEST FENCE, 58 FEET WEST
 PT0528'OF A NORTH-SOUTH FENCE, 46 FEET SOUTH OF THE CENTER OF A WIRE
 PT0528'GATE, 4 1/2 FEET SOUTH OF THE EAST-WEST FENCE, 4.2 FEET SOUTH OF
 PT0528'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PT0528'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0529 ***********************************************************************
 PT0529  DESIGNATION -  C 3 V RM 1
 PT0529  PID         -  PT0529
 PT0529  STATE/COUNTY-  SD/HAAKON
 PT0529  COUNTRY     -  US
 PT0529  USGS QUAD   -  LUCERNE (2017)
 PT0529
 PT0529                         *CURRENT SURVEY CONTROL
 PT0529  ______________________________________________________________________
 PT0529* NAD 83(1986) POSITION- 44 10 16.     (N) 101 36 36.     (W)   SCALED
 PT0529* NAVD 88 ORTHO HEIGHT -   722.379 (meters)     2370.01  (feet) ADJUSTED
 PT0529  ______________________________________________________________________
 PT0529  GEOID HEIGHT    -        -21.243 (meters)                     GEOID18
 PT0529  DYNAMIC HEIGHT  -        722.175 (meters)     2369.34  (feet) COMP
 PT0529  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PT0529
 PT0529  VERT ORDER      -  FIRST     CLASS II
 PT0529
 PT0529.The horizontal coordinates were scaled from a map and have
 PT0529.an estimated accuracy of +/- 6 seconds.
 PT0529
 PT0529.The orthometric height was determined by differential leveling and
 PT0529.adjusted by the NATIONAL GEODETIC SURVEY
 PT0529.in June 1991.
 PT0529
 PT0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0529.GEOID18 height accuracy estimate available here.
 PT0529
 PT0529.Click photographs - Photos may exist for this station.
 PT0529
 PT0529.The dynamic height is computed by dividing the NAVD 88
 PT0529.geopotential number by the normal gravity value computed on the
 PT0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0529.degrees latitude (g = 980.6199 gals.).
 PT0529
 PT0529.The modeled gravity was interpolated from observed gravity values.
 PT0529
 PT0529;                    North         East    Units  Estimated Accuracy
 PT0529;SPC SD S     -   204,950.      497,910.      MT  (+/- 180 meters Scaled)
 PT0529
 PT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP913941(NAD 83)
 PT0529
 PT0529                          SUPERSEDED SURVEY CONTROL
 PT0529
 PT0529  NGVD 29 (??/??/92)  721.92   (m)         2368.5    (f) COMPUTED    1 2
 PT0529
 PT0529.Superseded values are not recommended for survey control.
 PT0529
 PT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0529.See file dsdata.pdf to determine how the superseded data were derived.
 PT0529
 PT0529_MARKER: DR = REFERENCE MARK DISK
 PT0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0529_STAMPING: C 3 V NO 1 1961
 PT0529_MARK LOGO: CGS
 PT0529_PROJECTION: FLUSH
 PT0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0529+STABILITY: SURFACE MOTION
 PT0529
 PT0529  HISTORY     - Date     Condition        Report By
 PT0529  HISTORY     - 1961     MONUMENTED       CGS
 PT0529  HISTORY     - 1962     GOOD             CGS
 PT0529
 PT0529                          STATION DESCRIPTION
 PT0529
 PT0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0529'16 MI NE FROM PHILIP.
 PT0529'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0529'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0529'EAST ALONG A GRAVEL ROAD, THENCE 1.9 MILES SOUTH ALONG A GRAVEL
 PT0529'ROAD, THENCE 0.1 MILE WEST ALONG AN EAST-WEST FENCE, 59 FEET WEST
 PT0529'OF A NORTH-SOUTH FENCE, 44 FEET SOUTH OF THE EAST-WEST FENCE,
 PT0529'39.4 FEET SOUTH OF C3V 1961, AND SET IN THE TOP OF A CONCRETE
 PT0529'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0530 ***********************************************************************
 PT0530  DESIGNATION -  C 3 V RM 2
 PT0530  PID         -  PT0530
 PT0530  STATE/COUNTY-  SD/HAAKON
 PT0530  COUNTRY     -  US
 PT0530  USGS QUAD   -  LUCERNE (2017)
 PT0530
 PT0530                         *CURRENT SURVEY CONTROL
 PT0530  ______________________________________________________________________
 PT0530* NAD 83(1986) POSITION- 44 10 16.     (N) 101 36 36.     (W)   SCALED
 PT0530* NAVD 88 ORTHO HEIGHT -   722.240 (meters)     2369.55  (feet) ADJUSTED
 PT0530  ______________________________________________________________________
 PT0530  GEOID HEIGHT    -        -21.243 (meters)                     GEOID18
 PT0530  DYNAMIC HEIGHT  -        722.036 (meters)     2368.88  (feet) COMP
 PT0530  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PT0530
 PT0530  VERT ORDER      -  FIRST     CLASS II
 PT0530
 PT0530.The horizontal coordinates were scaled from a map and have
 PT0530.an estimated accuracy of +/- 6 seconds.
 PT0530
 PT0530.The orthometric height was determined by differential leveling and
 PT0530.adjusted by the NATIONAL GEODETIC SURVEY
 PT0530.in June 1991.
 PT0530
 PT0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0530.GEOID18 height accuracy estimate available here.
 PT0530
 PT0530.Click photographs - Photos may exist for this station.
 PT0530
 PT0530.The dynamic height is computed by dividing the NAVD 88
 PT0530.geopotential number by the normal gravity value computed on the
 PT0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0530.degrees latitude (g = 980.6199 gals.).
 PT0530
 PT0530.The modeled gravity was interpolated from observed gravity values.
 PT0530
 PT0530;                    North         East    Units  Estimated Accuracy
 PT0530;SPC SD S     -   204,950.      497,910.      MT  (+/- 180 meters Scaled)
 PT0530
 PT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP913941(NAD 83)
 PT0530
 PT0530                          SUPERSEDED SURVEY CONTROL
 PT0530
 PT0530  NGVD 29 (??/??/92)  721.78   (m)         2368.0    (f) COMPUTED    1 2
 PT0530
 PT0530.Superseded values are not recommended for survey control.
 PT0530
 PT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0530.See file dsdata.pdf to determine how the superseded data were derived.
 PT0530
 PT0530_MARKER: DR = REFERENCE MARK DISK
 PT0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0530_STAMPING: C 3 V NO 2 1961
 PT0530_MARK LOGO: CGS
 PT0530_PROJECTION: FLUSH
 PT0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0530+STABILITY: SURFACE MOTION
 PT0530
 PT0530  HISTORY     - Date     Condition        Report By
 PT0530  HISTORY     - 1961     MONUMENTED       CGS
 PT0530  HISTORY     - 1962     GOOD             CGS
 PT0530
 PT0530                          STATION DESCRIPTION
 PT0530
 PT0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0530'16 MI NE FROM PHILIP.
 PT0530'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0530'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0530'EAST ALONG A GRAVEL ROAD, THENCE 1.9 MILES SOUTH ALONG A GRAVEL
 PT0530'ROAD, THENCE 0.1 MILE WEST ALONG AN EAST-WEST FENCE, 37 FEET
 PT0530'WEST OF C3V 1961, 1 FOOT SOUTH OF THE EAST-WEST FENCE, AND SET
 PT0530'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0254 ***********************************************************************
 QS0254  DESIGNATION -  C 30
 QS0254  PID         -  QS0254
 QS0254  STATE/COUNTY-  SD/DEWEY
 QS0254  COUNTRY     -  US
 QS0254  USGS QUAD   -  GLENCROSS NE (2017)
 QS0254
 QS0254                         *CURRENT SURVEY CONTROL
 QS0254  ______________________________________________________________________
 QS0254* NAD 83(1986) POSITION- 45 27 22.     (N) 100 51 40.     (W)   SCALED
 QS0254* NAVD 88 ORTHO HEIGHT -   646.802 (meters)     2122.05  (feet) ADJUSTED
 QS0254  ______________________________________________________________________
 QS0254  GEOID HEIGHT    -        -21.365 (meters)                     GEOID18
 QS0254  DYNAMIC HEIGHT  -        646.721 (meters)     2121.78  (feet) COMP
 QS0254  MODELED GRAVITY -    980,469.1   (mgal)                       NAVD 88
 QS0254
 QS0254  VERT ORDER      -  FIRST     CLASS II
 QS0254
 QS0254.The horizontal coordinates were scaled from a map and have
 QS0254.an estimated accuracy of +/- 6 seconds.
 QS0254
 QS0254.The orthometric height was determined by differential leveling and
 QS0254.adjusted by the NATIONAL GEODETIC SURVEY
 QS0254.in June 1991.
 QS0254
 QS0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0254.GEOID18 height accuracy estimate available here.
 QS0254
 QS0254.Click photographs - Photos may exist for this station.
 QS0254
 QS0254.The dynamic height is computed by dividing the NAVD 88
 QS0254.geopotential number by the normal gravity value computed on the
 QS0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0254.degrees latitude (g = 980.6199 gals.).
 QS0254
 QS0254.The modeled gravity was interpolated from observed gravity values.
 QS0254
 QS0254;                    North         East    Units  Estimated Accuracy
 QS0254;SPC SD N     -   180,690.      532,650.      MT  (+/- 180 meters Scaled)
 QS0254
 QS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR544353(NAD 83)
 QS0254
 QS0254                          SUPERSEDED SURVEY CONTROL
 QS0254
 QS0254  NGVD 29 (??/??/92)  646.385  (m)         2120.68   (f) ADJ UNCH    1 2
 QS0254
 QS0254.Superseded values are not recommended for survey control.
 QS0254
 QS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0254.See file dsdata.pdf to determine how the superseded data were derived.
 QS0254
 QS0254_MARKER: DB = BENCH MARK DISK
 QS0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0254_STAMPING: C 30 1934
 QS0254_MARK LOGO: CGS
 QS0254_PROJECTION: FLUSH
 QS0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0254+STABILITY: SURFACE MOTION
 QS0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0254+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0254
 QS0254  HISTORY     - Date     Condition        Report By
 QS0254  HISTORY     - 1934     MONUMENTED       CGS
 QS0254  HISTORY     - 19990623 GOOD             NGS
 QS0254
 QS0254                          STATION DESCRIPTION
 QS0254
 QS0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0254'3 MI E FROM GLENCROSS.
 QS0254'ABOUT 3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0254'PACIFIC RAILROAD FROM GLENCROSS, DEWEY COUNTY, ABOUT 60 YARDS
 QS0254'NORTHEAST AND ACROSS THE TRACK FROM MILEPOST 29, ABOUT 375 YARDS
 QS0254'EAST OF A TWIN 3-FOOT CONCRETE PIPE CULVERT, AND 54 FEET NORTH
 QS0254'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 30
 QS0254'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0254
 QS0254                          STATION RECOVERY (1999)
 QS0254
 QS0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0254'8.3 KM (5.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0254'IN TRAIL CITY, THENCE 4.8 KM (3.00 MI) SOUTHERLY ALONG A GRAVELED
 QS0254'ROAD, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG A GRAVELED ROAD, THENCE
 QS0254'3.1 KM (1.90 MI) NORTHERLY ALONG A TRACK ROAD, THENCE 0.6 KM (0.35 MI)
 QS0254'WESTERLY ALONG A RAILROAD GRADE (TRACK REMOVED), 28.3 M (92.8 FT)
 QS0254'NORTHWEST OF A COTTONWOOD TREE, 16.9 M (55.4 FT) NORTH OF THE CENTER
 QS0254'OF THE GRADE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE GRADE, 0.4 M (1.3
 QS0254'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QS0254'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEO A.  ABERLE,
 QS0254'BOX 94, GLENCROSS, SD 57630.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0485 ***********************************************************************
 OR0485  DESIGNATION -  C 300
 OR0485  PID         -  OR0485
 OR0485  STATE/COUNTY-  SD/BRULE
 OR0485  COUNTRY     -  US
 OR0485  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0485
 OR0485                         *CURRENT SURVEY CONTROL
 OR0485  ______________________________________________________________________
 OR0485* NAD 83(1986) POSITION- 43 46 26.     (N) 099 18 46.     (W)   SCALED
 OR0485* NAVD 88 ORTHO HEIGHT -   517.279 (meters)     1697.11  (feet) ADJUSTED
 OR0485  ______________________________________________________________________
 OR0485  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 OR0485  DYNAMIC HEIGHT  -        517.137 (meters)     1696.64  (feet) COMP
 OR0485  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 OR0485
 OR0485  VERT ORDER      -  SECOND    CLASS 0
 OR0485
 OR0485.The horizontal coordinates were scaled from a map and have
 OR0485.an estimated accuracy of +/- 6 seconds.
 OR0485
 OR0485.The orthometric height was determined by differential leveling and
 OR0485.adjusted by the NATIONAL GEODETIC SURVEY
 OR0485.in June 1991.
 OR0485
 OR0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0485.GEOID18 height accuracy estimate available here.
 OR0485
 OR0485.Click photographs - Photos may exist for this station.
 OR0485
 OR0485.The dynamic height is computed by dividing the NAVD 88
 OR0485.geopotential number by the normal gravity value computed on the
 OR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0485.degrees latitude (g = 980.6199 gals.).
 OR0485
 OR0485.The modeled gravity was interpolated from observed gravity values.
 OR0485
 OR0485;                    North         East    Units  Estimated Accuracy
 OR0485;SPC SD S     -   160,540.      682,160.      MT  (+/- 180 meters Scaled)
 OR0485
 OR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748468(NAD 83)
 OR0485
 OR0485                          SUPERSEDED SURVEY CONTROL
 OR0485
 OR0485  NGVD 29 (??/??/92)  516.937  (m)         1695.98   (f) ADJ UNCH    2 0
 OR0485
 OR0485.Superseded values are not recommended for survey control.
 OR0485
 OR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0485.See file dsdata.pdf to determine how the superseded data were derived.
 OR0485
 OR0485_MARKER: DB = BENCH MARK DISK
 OR0485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0485_SP_SET: CULVERT HEADWALL
 OR0485_STAMPING: C 300 1945
 OR0485_MARK LOGO: CGS
 OR0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0485+STABILITY: SURFACE MOTION
 OR0485
 OR0485  HISTORY     - Date     Condition        Report By
 OR0485  HISTORY     - 1945     MONUMENTED       CGS
 OR0485  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0485
 OR0485                          STATION DESCRIPTION
 OR0485
 OR0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0485'2.9 MI SE FROM CHAMBERLAIN.
 OR0485'2.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0485'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0485'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0485'THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0485'INTERSECTION OF AN EAST-AND-WEST GRAVEL ROAD, 20 FEET WEST OF THE
 OR0485'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE CULVERT
 OR0485'UNDER THE EAST-AND-WEST ROAD, IN THE CENTER OF THE TOP OF THE
 OR0485'NORTH HEADWALL, AND LEVEL WITH THE NORTH-AND-SOUTH ROAD.
 OR0485
 OR0485                          STATION RECOVERY (1974)
 OR0485
 OR0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0517 ***********************************************************************
 OR0517  DESIGNATION -  C 301
 OR0517  PID         -  OR0517
 OR0517  STATE/COUNTY-  SD/BRULE
 OR0517  COUNTRY     -  US
 OR0517  USGS QUAD   -  LUCAS NW (2017)
 OR0517
 OR0517                         *CURRENT SURVEY CONTROL
 OR0517  ______________________________________________________________________
 OR0517* NAD 83(1986) POSITION- 43 29 59.     (N) 099 10 13.     (W)   SCALED
 OR0517* NAVD 88 ORTHO HEIGHT -   532.863 (meters)     1748.23  (feet) ADJUSTED
 OR0517  ______________________________________________________________________
 OR0517  GEOID HEIGHT    -        -26.229 (meters)                     GEOID18
 OR0517  DYNAMIC HEIGHT  -        532.685 (meters)     1747.65  (feet) COMP
 OR0517  MODELED GRAVITY -    980,271.1   (mgal)                       NAVD 88
 OR0517
 OR0517  VERT ORDER      -  SECOND    CLASS 0
 OR0517
 OR0517.The horizontal coordinates were scaled from a map and have
 OR0517.an estimated accuracy of +/- 6 seconds.
 OR0517
 OR0517.The orthometric height was determined by differential leveling and
 OR0517.adjusted by the NATIONAL GEODETIC SURVEY
 OR0517.in June 1991.
 OR0517
 OR0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0517.GEOID18 height accuracy estimate available here.
 OR0517
 OR0517.Click photographs - Photos may exist for this station.
 OR0517
 OR0517.The dynamic height is computed by dividing the NAVD 88
 OR0517.geopotential number by the normal gravity value computed on the
 OR0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0517.degrees latitude (g = 980.6199 gals.).
 OR0517
 OR0517.The modeled gravity was interpolated from observed gravity values.
 OR0517
 OR0517;                    North         East    Units  Estimated Accuracy
 OR0517;SPC SD S     -   130,230.      694,050.      MT  (+/- 180 meters Scaled)
 OR0517
 OR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP862163(NAD 83)
 OR0517
 OR0517                          SUPERSEDED SURVEY CONTROL
 OR0517
 OR0517  NGVD 29 (??/??/92)  532.508  (m)         1747.07   (f) ADJ UNCH    2 0
 OR0517
 OR0517.Superseded values are not recommended for survey control.
 OR0517
 OR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0517.See file dsdata.pdf to determine how the superseded data were derived.
 OR0517
 OR0517_MARKER: DB = BENCH MARK DISK
 OR0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0517_STAMPING: C 301 1945
 OR0517_MARK LOGO: CGS
 OR0517_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0517+STABILITY: SURFACE MOTION
 OR0517
 OR0517  HISTORY     - Date     Condition        Report By
 OR0517  HISTORY     - 1945     MONUMENTED       CGS
 OR0517  HISTORY     - 1975     MARK NOT FOUND   NGS
 OR0517
 OR0517                          STATION DESCRIPTION
 OR0517
 OR0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0517'7.6 MI NW FROM ACADEMY.
 OR0517'IN BRULE COUNTY, 7.6 MILES NORTHWEST OF ACADEMY, CHARLES MIX
 OR0517'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM WARD ACADEMY
 OR0517'BY GOING 0.1 MILE NORTH, THENCE 3.0 MILES WEST ALONG A GRAVEL
 OR0517'ROAD, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, AND THENCE
 OR0517'1.5 MILES WEST ALONG A GRADED DIRT ROAD.  IT IS AT THE
 OR0517'T-INTERSECTION OF A ROAD LEADING NORTH, 38 FEET NORTH OF THE
 OR0517'CENTER LINE OF THE EAST-AND-WEST ROAD, 28 FEET WEST OF THE
 OR0517'CENTERLINE OF THE T-ROAD, 3 FEET NORTHEAST OF A FENCE CORNER,
 OR0517'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 OR0517'THE EAST-AND-WEST ROAD, AND SET IN THE TOP OF A CONCRETE
 OR0517'POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0517
 OR0517                          STATION RECOVERY (1975)
 OR0517
 OR0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OR0517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0178 ***********************************************************************
 OR0178  DESIGNATION -  C 302
 OR0178  PID         -  OR0178
 OR0178  STATE/COUNTY-  SD/CHARLES MIX
 OR0178  COUNTRY     -  US
 OR0178  USGS QUAD   -  PLATTE (2017)
 OR0178
 OR0178                         *CURRENT SURVEY CONTROL
 OR0178  ______________________________________________________________________
 OR0178* NAD 83(1986) POSITION- 43 23 03.     (N) 098 51 51.     (W)   SCALED
 OR0178* NAVD 88 ORTHO HEIGHT -   483.363 (meters)     1585.83  (feet) ADJUSTED
 OR0178  ______________________________________________________________________
 OR0178  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 OR0178  DYNAMIC HEIGHT  -        483.207 (meters)     1585.32  (feet) COMP
 OR0178  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OR0178
 OR0178  VERT ORDER      -  FIRST     CLASS II
 OR0178
 OR0178.The horizontal coordinates were scaled from a map and have
 OR0178.an estimated accuracy of +/- 6 seconds.
 OR0178
 OR0178.The orthometric height was determined by differential leveling and
 OR0178.adjusted by the NATIONAL GEODETIC SURVEY
 OR0178.in June 1991.
 OR0178
 OR0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0178.GEOID18 height accuracy estimate available here.
 OR0178
 OR0178.Click photographs - Photos may exist for this station.
 OR0178
 OR0178.The dynamic height is computed by dividing the NAVD 88
 OR0178.geopotential number by the normal gravity value computed on the
 OR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0178.degrees latitude (g = 980.6199 gals.).
 OR0178
 OR0178.The modeled gravity was interpolated from observed gravity values.
 OR0178
 OR0178;                    North         East    Units  Estimated Accuracy
 OR0178;SPC SD S     -   117,790.      719,030.      MT  (+/- 180 meters Scaled)
 OR0178
 OR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP110034(NAD 83)
 OR0178
 OR0178                          SUPERSEDED SURVEY CONTROL
 OR0178
 OR0178  NGVD 29 (??/??/92)  483.02   (m)         1584.7    (f) COMPUTED    1 2
 OR0178
 OR0178.Superseded values are not recommended for survey control.
 OR0178
 OR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0178.See file dsdata.pdf to determine how the superseded data were derived.
 OR0178
 OR0178_MARKER: DB = BENCH MARK DISK
 OR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0178_STAMPING: C 302 1945
 OR0178_MARK LOGO: CGS
 OR0178_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0178+STABILITY: SURFACE MOTION
 OR0178
 OR0178  HISTORY     - Date     Condition        Report By
 OR0178  HISTORY     - 1945     MONUMENTED       CGS
 OR0178  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0178
 OR0178                          STATION DESCRIPTION
 OR0178
 OR0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0178'1.2 MI W FROM PLATTE.
 OR0178'TO REACH FROM THE POST OFFICE AT PLATTE GO SOUTH 0.2 MILE ALONG
 OR0178'MAIN STREET, THENCE WEST 1.0 MILE ALONG A GRAVELED ROAD TO
 OR0178'SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED
 OR0178'ROAD AND A NORTH-SOUTH DIRT ROAD, 41.5 FEET NORTH OF AND ABOUT
 OR0178'LEVEL WITH THE CENTER LINE OF THE GRAVELED ROAD, 44.0 FEET EAST
 OR0178'OF THE CENTER LINE OF THE DIRT ROAD, 12.0 FEET EAST OF A
 OR0178'FENCE CORNER, 10.0 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 OR0178'SOUTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 MARKER POST.  AN
 OR0178'IRON DISK STAMPED C 302 1945 SET IN THE TOP OF A CONCRETE
 OR0178'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 OR0178
 OR0178                          STATION RECOVERY (2013)
 OR0178
 OR0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0180 ***********************************************************************
 OR0180  DESIGNATION -  C 302 RESET
 OR0180  PID         -  OR0180
 OR0180  STATE/COUNTY-  SD/CHARLES MIX
 OR0180  COUNTRY     -  US
 OR0180  USGS QUAD   -  PLATTE (2017)
 OR0180
 OR0180                         *CURRENT SURVEY CONTROL
 OR0180  ______________________________________________________________________
 OR0180* NAD 83(1986) POSITION- 43 23 03.     (N) 098 51 51.     (W)   SCALED
 OR0180* NAVD 88 ORTHO HEIGHT -   483.04  (+/-2cm)     1584.8   (feet) VERTCON3
 OR0180  ______________________________________________________________________
 OR0180  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 OR0180  VERT ORDER      -  THIRD (See Below)
 OR0180
 OR0180.The horizontal coordinates were scaled from a map and have
 OR0180.an estimated accuracy of +/- 6 seconds.
 OR0180
 OR0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0180
 OR0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0180.GEOID18 height accuracy estimate available here.
 OR0180
 OR0180.The vertical order pertains to the NGVD 29 superseded value.
 OR0180
 OR0180.Click photographs - Photos may exist for this station.
 OR0180
 OR0180;                    North         East    Units  Estimated Accuracy
 OR0180;SPC SD S     -   117,790.      719,030.      MT  (+/- 180 meters Scaled)
 OR0180
 OR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP110034(NAD 83)
 OR0180
 OR0180                          SUPERSEDED SURVEY CONTROL
 OR0180
 OR0180  NGVD 29 (??/??/??)  482.70   (m)         1583.7    (f) RESET       3  
 OR0180
 OR0180.Superseded values are not recommended for survey control.
 OR0180
 OR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0180.See file dsdata.pdf to determine how the superseded data were derived.
 OR0180
 OR0180_MARKER: DB = BENCH MARK DISK
 OR0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0180_STAMPING: C 302 RESET 1963
 OR0180_MARK LOGO: CGS
 OR0180_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0180+STABILITY: SURFACE MOTION
 OR0180
 OR0180  HISTORY     - Date     Condition        Report By
 OR0180  HISTORY     - 1963     MONUMENTED       CGS
 OR0180
 OR0180                          STATION DESCRIPTION
 OR0180
 OR0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0180'1 MI W FROM PLATTE.
 OR0180'1.0 MILE WEST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION WITH
 OR0180'MAIN STREET IN PLATTE, CHARLES MIX COUNTY, IN THE NORTHEAST
 OR0180'ANGLE OF CROSSROADS, ABOUT 118 FEET NORTH OF THE CENTERLINE
 OR0180'OF THE HIGHWAY, 34 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 OR0180'ROAD, 3 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 OR0180'GREEN WOODEN WITNESS POST, 1 FOOT EAST OF A FENCE, AND SET
 OR0180'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 OR0180'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0624 ***********************************************************************
 OR0624  DESIGNATION -  C 303
 OR0624  PID         -  OR0624
 OR0624  STATE/COUNTY-  SD/GREGORY
 OR0624  COUNTRY     -  US
 OR0624  USGS QUAD   -  DIXON SW (2017)
 OR0624
 OR0624                         *CURRENT SURVEY CONTROL
 OR0624  ______________________________________________________________________
 OR0624* NAD 83(1986) POSITION- 43 20 37.     (N) 099 26 05.     (W)   SCALED
 OR0624* NAVD 88 ORTHO HEIGHT -   603.929 (meters)     1981.39  (feet) ADJUSTED
 OR0624  ______________________________________________________________________
 OR0624  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 OR0624  DYNAMIC HEIGHT  -        603.707 (meters)     1980.66  (feet) COMP
 OR0624  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 OR0624
 OR0624  VERT ORDER      -  SECOND    CLASS 0
 OR0624
 OR0624.The horizontal coordinates were scaled from a map and have
 OR0624.an estimated accuracy of +/- 6 seconds.
 OR0624
 OR0624.The orthometric height was determined by differential leveling and
 OR0624.adjusted by the NATIONAL GEODETIC SURVEY
 OR0624.in June 1991.
 OR0624
 OR0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0624.GEOID18 height accuracy estimate available here.
 OR0624
 OR0624.Click photographs - Photos may exist for this station.
 OR0624
 OR0624.The dynamic height is computed by dividing the NAVD 88
 OR0624.geopotential number by the normal gravity value computed on the
 OR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0624.degrees latitude (g = 980.6199 gals.).
 OR0624
 OR0624.The modeled gravity was interpolated from observed gravity values.
 OR0624
 OR0624;                    North         East    Units  Estimated Accuracy
 OR0624;SPC SD S     -   112,630.      672,860.      MT  (+/- 180 meters Scaled)
 OR0624
 OR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647990(NAD 83)
 OR0624
 OR0624                          SUPERSEDED SURVEY CONTROL
 OR0624
 OR0624  NGVD 29 (??/??/92)  603.60   (m)         1980.3    (f) COMPUTED    2 0
 OR0624
 OR0624.Superseded values are not recommended for survey control.
 OR0624
 OR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0624.See file dsdata.pdf to determine how the superseded data were derived.
 OR0624
 OR0624_MARKER: DB = BENCH MARK DISK
 OR0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0624_STAMPING: C 303 1945
 OR0624_MARK LOGO: CGS
 OR0624_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0624+STABILITY: SURFACE MOTION
 OR0624
 OR0624  HISTORY     - Date     Condition        Report By
 OR0624  HISTORY     - 1945     MONUMENTED       CGS
 OR0624
 OR0624                          STATION DESCRIPTION
 OR0624
 OR0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0624'8 MI N FROM GREGORY.
 OR0624'TO REACH FROM THE POST OFFICE AT GREGORY GO WEST 0.2 MILE, THENCE
 OR0624'NORTH 7.8 MILES ALONG STATE HIGHWAY NO. 47 TO SITE OF MARK,
 OR0624'BENCH MARK IS ABOUT 114 YARDS NORTH OF A CONCRETE CULVERT,
 OR0624'37.0 FEET WEST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER
 OR0624'LINE OF THE HIGHWAY, 10.0 FEET NORTHWEST OF A TELEPHONE POLE,
 OR0624'1.5 FEET EAST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 MARKER
 OR0624'POST.  AN IRON DISK STAMPED C 303 1945 SET IN THE TOP OF A
 OR0624'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0625 ***********************************************************************
 OR0625  DESIGNATION -  C 303 RESET
 OR0625  PID         -  OR0625
 OR0625  STATE/COUNTY-  SD/GREGORY
 OR0625  COUNTRY     -  US
 OR0625  USGS QUAD   -  DIXON SW (2017)
 OR0625
 OR0625                         *CURRENT SURVEY CONTROL
 OR0625  ______________________________________________________________________
 OR0625* NAD 83(1986) POSITION- 43 20 37.     (N) 099 26 05.     (W)   SCALED
 OR0625* NAVD 88 ORTHO HEIGHT -   605.14  (+/-2cm)     1985.4   (feet) VERTCON3
 OR0625  ______________________________________________________________________
 OR0625  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 OR0625  VERT ORDER      -  THIRD (See Below)
 OR0625
 OR0625.The horizontal coordinates were scaled from a map and have
 OR0625.an estimated accuracy of +/- 6 seconds.
 OR0625
 OR0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0625
 OR0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0625.GEOID18 height accuracy estimate available here.
 OR0625
 OR0625.The vertical order pertains to the NGVD 29 superseded value.
 OR0625
 OR0625.Click photographs - Photos may exist for this station.
 OR0625
 OR0625;                    North         East    Units  Estimated Accuracy
 OR0625;SPC SD S     -   112,630.      672,860.      MT  (+/- 180 meters Scaled)
 OR0625
 OR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647990(NAD 83)
 OR0625
 OR0625                          SUPERSEDED SURVEY CONTROL
 OR0625
 OR0625  NGVD 29 (??/??/??)  604.81   (m)         1984.3    (f) RESET       3  
 OR0625
 OR0625.Superseded values are not recommended for survey control.
 OR0625
 OR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0625.See file dsdata.pdf to determine how the superseded data were derived.
 OR0625
 OR0625_MARKER: DB = BENCH MARK DISK
 OR0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0625_STAMPING: C 303 RESET 1958
 OR0625_MARK LOGO: CGS
 OR0625_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0625+STABILITY: SURFACE MOTION
 OR0625
 OR0625  HISTORY     - Date     Condition        Report By
 OR0625  HISTORY     - 1958     MONUMENTED       CGS
 OR0625
 OR0625                          STATION DESCRIPTION
 OR0625
 OR0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0625'8.1 MI N FROM GREGORY.
 OR0625'ABOUT 8.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0625'WITH U.S. HIGHWAY 18 AT GREGORY, GREGORY COUNTY, ABOUT 0.1 MILE
 OR0625'NORTH OF A SIDE ROAD LEADING EAST, 100 FEET EAST OF THE CENTERLINE
 OR0625'OF THE HIGHWAY AND 1 1/2 FEET NORTH OF A WHITE WITNESS POST.
 OR0625'A STANDARD DISK, STAMPED C 303 RESET 1958 AND SET IN THE TOP OF
 OR0625'A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0175 ***********************************************************************
 QS0175  DESIGNATION -  C 305
 QS0175  PID         -  QS0175
 QS0175  STATE/COUNTY-  SD/DEWEY
 QS0175  COUNTRY     -  US
 QS0175  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0175
 QS0175                         *CURRENT SURVEY CONTROL
 QS0175  ______________________________________________________________________
 QS0175* NAD 83(1986) POSITION- 45 11 48.10   (N) 100 17 27.12   (W)   HD_HELD1
 QS0175* NAVD 88 ORTHO HEIGHT -   467.965 (meters)     1535.32  (feet) ADJUSTED
 QS0175  ______________________________________________________________________
 QS0175  GEOID HEIGHT    -        -22.218 (meters)                     GEOID18
 QS0175  DYNAMIC HEIGHT  -        467.907 (meters)     1535.12  (feet) COMP
 QS0175  MODELED GRAVITY -    980,480.0   (mgal)                       NAVD 88
 QS0175
 QS0175  VERT ORDER      -  SECOND    CLASS 0
 QS0175
 QS0175.The horizontal coordinates were determined by differentially corrected
 QS0175.hand held GPS observations or other comparable positioning techniques
 QS0175.and have an estimated accuracy of +/- 3 meters.
 QS0175
 QS0175.The orthometric height was determined by differential leveling and
 QS0175.adjusted by the NATIONAL GEODETIC SURVEY
 QS0175.in June 1991.
 QS0175
 QS0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0175.GEOID18 height accuracy estimate available here.
 QS0175
 QS0175.Click photographs - Photos may exist for this station.
 QS0175
 QS0175.The dynamic height is computed by dividing the NAVD 88
 QS0175.geopotential number by the normal gravity value computed on the
 QS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0175.degrees latitude (g = 980.6199 gals.).
 QS0175
 QS0175.The modeled gravity was interpolated from observed gravity values.
 QS0175
 QS0175;                    North         East    Units  Estimated Accuracy
 QS0175;SPC SD N     -   151,541.8     577,146.1     MT  (+/- 3 meters HH1 GPS) 
 QS0175
 QS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9860805611(NAD 83)
 QS0175
 QS0175                          SUPERSEDED SURVEY CONTROL
 QS0175
 QS0175  NGVD 29 (??/??/92)  467.596  (m)         1534.10   (f) ADJ UNCH    2 0
 QS0175
 QS0175.Superseded values are not recommended for survey control.
 QS0175
 QS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0175.See file dsdata.pdf to determine how the superseded data were derived.
 QS0175
 QS0175_MARKER: DB = BENCH MARK DISK
 QS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0175_STAMPING: C 305 1945
 QS0175_MARK LOGO: CGS
 QS0175_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0175+STABILITY: SURFACE MOTION
 QS0175
 QS0175  HISTORY     - Date     Condition        Report By
 QS0175  HISTORY     - 1945     MONUMENTED       CGS
 QS0175
 QS0175                          STATION DESCRIPTION
 QS0175
 QS0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0175'15.5 MI NW FROM CHEYENNE AGENCY.
 QS0175'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0175'WESTERLY 15.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK,
 QS0175'BENCH MARK IS 87.0 FEET NORTHEAST OF THE NORTH END OF THE EAST
 QS0175'GUARD RAIL OF A WOODEN BRIDGE, 47.0 FEET EAST OF AND ABOUT 1.0
 QS0175'FOOT HIGHER THAN CENTERLINE OF ROAD, 63.0 FEET NORTH OF A FENCE
 QS0175'CORNER, 1.0 FOOT WEST OF A FENCE, 1.0 FOOT SOUTH OF A 4 X 4
 QS0175'MARKER POST.  AN IRON DISK STAMPED C 305 1945 IS SET IN TOP
 QS0175'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0136 ***********************************************************************
 QS0136  DESIGNATION -  C 306
 QS0136  PID         -  QS0136
 QS0136  STATE/COUNTY-  SD/CORSON
 QS0136  COUNTRY     -  US
 QS0136  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0136
 QS0136                         *CURRENT SURVEY CONTROL
 QS0136  ______________________________________________________________________
 QS0136* NAD 83(1986) POSITION- 45 40 32.73   (N) 100 29 00.59   (W)   HD_HELD1
 QS0136* NAVD 88 ORTHO HEIGHT -   561.947 (meters)     1843.65  (feet) ADJUSTED
 QS0136  ______________________________________________________________________
 QS0136  GEOID HEIGHT    -        -21.676 (meters)                     GEOID18
 QS0136  DYNAMIC HEIGHT  -        561.904 (meters)     1843.51  (feet) COMP
 QS0136  MODELED GRAVITY -    980,522.2   (mgal)                       NAVD 88
 QS0136
 QS0136  VERT ORDER      -  FIRST     CLASS II
 QS0136
 QS0136.The horizontal coordinates were determined by differentially corrected
 QS0136.hand held GPS observations or other comparable positioning techniques
 QS0136.and have an estimated accuracy of +/- 3 meters.
 QS0136
 QS0136.The orthometric height was determined by differential leveling and
 QS0136.adjusted by the NATIONAL GEODETIC SURVEY
 QS0136.in June 1991.
 QS0136
 QS0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0136.GEOID18 height accuracy estimate available here.
 QS0136
 QS0136.Click photographs - Photos may exist for this station.
 QS0136
 QS0136.The dynamic height is computed by dividing the NAVD 88
 QS0136.geopotential number by the normal gravity value computed on the
 QS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0136.degrees latitude (g = 980.6199 gals.).
 QS0136
 QS0136.The modeled gravity was interpolated from observed gravity values.
 QS0136
 QS0136;                    North         East    Units  Estimated Accuracy
 QS0136;SPC SD N     -   204,854.6     562,328.8     MT  (+/- 3 meters HH1 GPS) 
 QS0136
 QS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8446059093(NAD 83)
 QS0136
 QS0136                          SUPERSEDED SURVEY CONTROL
 QS0136
 QS0136  NGVD 29 (??/??/92)  561.564  (m)         1842.40   (f) ADJ UNCH    1 2
 QS0136
 QS0136.Superseded values are not recommended for survey control.
 QS0136
 QS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0136.See file dsdata.pdf to determine how the superseded data were derived.
 QS0136
 QS0136_MARKER: DB = BENCH MARK DISK
 QS0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0136_STAMPING: C 306 1945
 QS0136_MARK LOGO: CGS
 QS0136_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0136+STABILITY: SURFACE MOTION
 QS0136
 QS0136  HISTORY     - Date     Condition        Report By
 QS0136  HISTORY     - 1945     MONUMENTED       CGS
 QS0136  HISTORY     - 1953     GOOD             CGS
 QS0136
 QS0136                          STATION DESCRIPTION
 QS0136
 QS0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0136'3.5 MI NE FROM WAKPALA.
 QS0136'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0136'ALONG A GRAVELED ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED
 QS0136'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 72 YARDS NORTH OF
 QS0136'AN EAST-WEST FENCE LINE, 47.7 FEET NORTH OF A TELEPHONE POLE
 QS0136'AND IN LINE WITH A ROW OF POLES ON THE EAST SIDE OF THE ROAD,
 QS0136'31.6 FEET EAST OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE
 QS0136'OF THE ROAD, 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE
 QS0136'DISK STAMPED C 306 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 QS0136'PROJECTS 4 INCHES ABOVE GROUND.
 QS0136
 QS0136                          STATION RECOVERY (1953)
 QS0136
 QS0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0144 ***********************************************************************
 QS0144  DESIGNATION -  C 307
 QS0144  PID         -  QS0144
 QS0144  STATE/COUNTY-  SD/CORSON
 QS0144  COUNTRY     -  US
 QS0144  USGS QUAD   -  MOBRIDGE (2017)
 QS0144
 QS0144                         *CURRENT SURVEY CONTROL
 QS0144  ______________________________________________________________________
 QS0144* NAD 83(1986) POSITION- 45 35 49.     (N) 100 26 44.     (W)   SCALED
 QS0144* NAVD 88 ORTHO HEIGHT -   478.457 (meters)     1569.74  (feet) ADJUSTED
 QS0144  ______________________________________________________________________
 QS0144  GEOID HEIGHT    -        -21.791 (meters)                     GEOID18
 QS0144  DYNAMIC HEIGHT  -        478.419 (meters)     1569.61  (feet) COMP
 QS0144  MODELED GRAVITY -    980,522.0   (mgal)                       NAVD 88
 QS0144
 QS0144  VERT ORDER      -  FIRST     CLASS II
 QS0144
 QS0144.The horizontal coordinates were scaled from a map and have
 QS0144.an estimated accuracy of +/- 6 seconds.
 QS0144
 QS0144.The orthometric height was determined by differential leveling and
 QS0144.adjusted by the NATIONAL GEODETIC SURVEY
 QS0144.in June 1991.
 QS0144
 QS0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0144.GEOID18 height accuracy estimate available here.
 QS0144
 QS0144.Click photographs - Photos may exist for this station.
 QS0144
 QS0144.The dynamic height is computed by dividing the NAVD 88
 QS0144.geopotential number by the normal gravity value computed on the
 QS0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0144.degrees latitude (g = 980.6199 gals.).
 QS0144
 QS0144.The modeled gravity was interpolated from observed gravity values.
 QS0144
 QS0144;                    North         East    Units  Estimated Accuracy
 QS0144;SPC SD N     -   196,080.      565,240.      MT  (+/- 180 meters Scaled)
 QS0144
 QS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR872502(NAD 83)
 QS0144
 QS0144                          SUPERSEDED SURVEY CONTROL
 QS0144
 QS0144  NGVD 29 (??/??/92)  478.085  (m)         1568.52   (f) ADJ UNCH    1 2
 QS0144
 QS0144.Superseded values are not recommended for survey control.
 QS0144
 QS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0144.See file dsdata.pdf to determine how the superseded data were derived.
 QS0144
 QS0144_MARKER: DB = BENCH MARK DISK
 QS0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0144_STAMPING: C 307 1945
 QS0144_MARK LOGO: CGS
 QS0144_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0144+STABILITY: SURFACE MOTION
 QS0144
 QS0144  HISTORY     - Date     Condition        Report By
 QS0144  HISTORY     - 1945     MONUMENTED       CGS
 QS0144  HISTORY     - 1949     GOOD             CGS
 QS0144  HISTORY     - 1964     GOOD             USGS
 QS0144
 QS0144                          STATION DESCRIPTION
 QS0144
 QS0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0144'1.7 MI N FROM MOREAU JUNCTION.
 QS0144'1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0144'RAILROAD FROM THE STATION AT MOREAU JUNCTION, AT THE SOUTHEAST
 QS0144'END OF A LONG FILL, 65 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 QS0144'THE TRACK, 22 FEET SOUTH OF A TELEPHONE POLE, 3.0 FEET EAST OF A
 QS0144'RIGHT-OF-WAY FENCE, ABOUT 12 FEET HIGHER THAN THE TRACK, 1.0
 QS0144'FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 QS0144'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 QS0144
 QS0144                          STATION RECOVERY (1964)
 QS0144
 QS0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0200 ***********************************************************************
 QS0200  DESIGNATION -  C 308
 QS0200  PID         -  QS0200
 QS0200  STATE/COUNTY-  SD/POTTER
 QS0200  COUNTRY     -  US
 QS0200  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0200
 QS0200                         *CURRENT SURVEY CONTROL
 QS0200  ______________________________________________________________________
 QS0200* NAD 83(1986) POSITION- 45 00 49.     (N) 100 00 45.     (W)   SCALED
 QS0200* NAVD 88 ORTHO HEIGHT -   626.017 (meters)     2053.86  (feet) ADJUSTED
 QS0200  ______________________________________________________________________
 QS0200  GEOID HEIGHT    -        -22.545 (meters)                     GEOID18
 QS0200  DYNAMIC HEIGHT  -        625.918 (meters)     2053.53  (feet) COMP
 QS0200  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 QS0200
 QS0200  VERT ORDER      -  SECOND    CLASS 0
 QS0200
 QS0200.The horizontal coordinates were scaled from a map and have
 QS0200.an estimated accuracy of +/- 6 seconds.
 QS0200
 QS0200.The orthometric height was determined by differential leveling and
 QS0200.adjusted by the NATIONAL GEODETIC SURVEY
 QS0200.in June 1991.
 QS0200
 QS0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0200.GEOID18 height accuracy estimate available here.
 QS0200
 QS0200.Click photographs - Photos may exist for this station.
 QS0200
 QS0200.The dynamic height is computed by dividing the NAVD 88
 QS0200.geopotential number by the normal gravity value computed on the
 QS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0200.degrees latitude (g = 980.6199 gals.).
 QS0200
 QS0200.The modeled gravity was interpolated from observed gravity values.
 QS0200
 QS0200;                    North         East    Units  Estimated Accuracy
 QS0200;SPC SD N     -   131,160.      599,020.      MT  (+/- 180 meters Scaled)
 QS0200
 QS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ202849(NAD 83)
 QS0200
 QS0200                          SUPERSEDED SURVEY CONTROL
 QS0200
 QS0200  NGVD 29 (??/??/92)  625.637  (m)         2052.61   (f) ADJ UNCH    2 0
 QS0200
 QS0200.Superseded values are not recommended for survey control.
 QS0200
 QS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0200.See file dsdata.pdf to determine how the superseded data were derived.
 QS0200
 QS0200_MARKER: DB = BENCH MARK DISK
 QS0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0200_SP_SET: CULVERT HEADWALL
 QS0200_STAMPING: C 308 1945
 QS0200_MARK LOGO: CGS
 QS0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0200+STABILITY: SURFACE MOTION
 QS0200
 QS0200  HISTORY     - Date     Condition        Report By
 QS0200  HISTORY     - 1945     MONUMENTED       CGS
 QS0200  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0200
 QS0200                          STATION DESCRIPTION
 QS0200
 QS0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0200'2.8 MI W FROM GETTYSBURG.
 QS0200'2.8 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2 MILE
 QS0200'NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, ABOUT
 QS0200'60 FEET EAST OF THE CENTER LINE OF FARMHOUSE DRIVEWAY, IN THE
 QS0200'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 4- BY 10-FOOT
 QS0200'CONCRETE CULVERT, ABOUT 30 FEET SOUTH OF THE CENTER LINE OF THE
 QS0200'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 QS0200'DISK, STAMPED C 308 1945.
 QS0200
 QS0200                          STATION RECOVERY (1996)
 QS0200
 QS0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0200'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0023 ***********************************************************************
 PT0023  DESIGNATION -  C 309
 PT0023  PID         -  PT0023
 PT0023  STATE/COUNTY-  SD/HUGHES
 PT0023  COUNTRY     -  US
 PT0023  USGS QUAD   -  OKOBOJO SE (2017)
 PT0023
 PT0023                         *CURRENT SURVEY CONTROL
 PT0023  ______________________________________________________________________
 PT0023* NAD 83(1986) POSITION- 44 30 17.     (N) 100 21 02.     (W)   SCALED
 PT0023* NAVD 88 ORTHO HEIGHT -   519.666 (meters)     1704.94  (feet) ADJUSTED
 PT0023  ______________________________________________________________________
 PT0023  GEOID HEIGHT    -        -23.122 (meters)                     GEOID18
 PT0023  DYNAMIC HEIGHT  -        519.566 (meters)     1704.61  (feet) COMP
 PT0023  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 PT0023
 PT0023  VERT ORDER      -  FIRST     CLASS II
 PT0023
 PT0023.The horizontal coordinates were scaled from a map and have
 PT0023.an estimated accuracy of +/- 6 seconds.
 PT0023
 PT0023.The orthometric height was determined by differential leveling and
 PT0023.adjusted by the NATIONAL GEODETIC SURVEY
 PT0023.in June 1991.
 PT0023
 PT0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0023.GEOID18 height accuracy estimate available here.
 PT0023
 PT0023.Click photographs - Photos may exist for this station.
 PT0023
 PT0023.The dynamic height is computed by dividing the NAVD 88
 PT0023.geopotential number by the normal gravity value computed on the
 PT0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0023.degrees latitude (g = 980.6199 gals.).
 PT0023
 PT0023.The modeled gravity was interpolated from observed gravity values.
 PT0023
 PT0023;                    North         East    Units  Estimated Accuracy
 PT0023;SPC SD S     -   241,240.      598,630.      MT  (+/- 180 meters Scaled)
 PT0023
 PT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ926288(NAD 83)
 PT0023
 PT0023                          SUPERSEDED SURVEY CONTROL
 PT0023
 PT0023  NGVD 29 (??/??/92)  519.280  (m)         1703.67   (f) ADJ UNCH    1 2
 PT0023
 PT0023.Superseded values are not recommended for survey control.
 PT0023
 PT0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0023.See file dsdata.pdf to determine how the superseded data were derived.
 PT0023
 PT0023_MARKER: DB = BENCH MARK DISK
 PT0023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0023_SP_SET: CULVERT HEADWALL
 PT0023_STAMPING: C 309 1946
 PT0023_MARK LOGO: CGS
 PT0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0023+STABILITY: SURFACE MOTION
 PT0023
 PT0023  HISTORY     - Date     Condition        Report By
 PT0023  HISTORY     - 1946     MONUMENTED       CGS
 PT0023  HISTORY     - 1949     GOOD             CGS
 PT0023  HISTORY     - 1966     MARK NOT FOUND   USGS
 PT0023
 PT0023                          STATION DESCRIPTION
 PT0023
 PT0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0023'9.4 MI N FROM PIERRE.
 PT0023'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0023'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, AT
 PT0023'A ROAD INTERSECTION, 160 FEET NORTH OF THE NORTHEAST CORNER
 PT0023'OF THE GRAY GOOSE DANCE HALL, 39 FEET WEST OF THE CENTER LINE
 PT0023'OF THE NORTH AND SOUTH ROAD, 19 FEET NORTH OF THE CENTER LINE
 PT0023'OF THE EAST AND WEST ROAD, SET IN THE TOP OF THE WEST END OF
 PT0023'THE NORTH HEADWALL OF A CONCRETE CULVERT.
 PT0023
 PT0023                          STATION RECOVERY (1966)
 PT0023
 PT0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PT0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0112 ***********************************************************************
 QS0112  DESIGNATION -  C 310
 QS0112  PID         -  QS0112
 QS0112  STATE/COUNTY-  SD/CORSON
 QS0112  COUNTRY     -  US
 QS0112  USGS QUAD   -  MOBRIDGE (2017)
 QS0112
 QS0112                         *CURRENT SURVEY CONTROL
 QS0112  ______________________________________________________________________
 QS0112* NAD 83(1986) POSITION- 45 34 11.30   (N) 100 27 55.40   (W)   HD_HELD1
 QS0112* NAVD 88 ORTHO HEIGHT -   484.321 (meters)     1588.98  (feet) ADJUSTED
 QS0112  ______________________________________________________________________
 QS0112  GEOID HEIGHT    -        -21.775 (meters)                     GEOID18
 QS0112  DYNAMIC HEIGHT  -        484.281 (meters)     1588.85  (feet) COMP
 QS0112  MODELED GRAVITY -    980,519.5   (mgal)                       NAVD 88
 QS0112
 QS0112  VERT ORDER      -  FIRST     CLASS II
 QS0112
 QS0112.The horizontal coordinates were determined by differentially corrected
 QS0112.hand held GPS observations or other comparable positioning techniques
 QS0112.and have an estimated accuracy of +/- 3 meters.
 QS0112
 QS0112.The orthometric height was determined by differential leveling and
 QS0112.adjusted by the NATIONAL GEODETIC SURVEY
 QS0112.in June 1991.
 QS0112
 QS0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0112.GEOID18 height accuracy estimate available here.
 QS0112
 QS0112.Click photographs - Photos may exist for this station.
 QS0112
 QS0112.The dynamic height is computed by dividing the NAVD 88
 QS0112.geopotential number by the normal gravity value computed on the
 QS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0112.degrees latitude (g = 980.6199 gals.).
 QS0112
 QS0112.The modeled gravity was interpolated from observed gravity values.
 QS0112
 QS0112;                    North         East    Units  Estimated Accuracy
 QS0112;SPC SD N     -   193,070.7     563,672.0     MT  (+/- 3 meters HH1 GPS) 
 QS0112
 QS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8565547296(NAD 83)
 QS0112
 QS0112                          SUPERSEDED SURVEY CONTROL
 QS0112
 QS0112  NGVD 29 (??/??/92)  483.951  (m)         1587.76   (f) ADJ UNCH    1 2
 QS0112
 QS0112.Superseded values are not recommended for survey control.
 QS0112
 QS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0112.See file dsdata.pdf to determine how the superseded data were derived.
 QS0112
 QS0112_MARKER: DB = BENCH MARK DISK
 QS0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0112_STAMPING: C 310 1945
 QS0112_MARK LOGO: CGS
 QS0112_PROJECTION: PROJECTING 30 CENTIMETERS
 QS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0112+STABILITY: SURFACE MOTION
 QS0112
 QS0112  HISTORY     - Date     Condition        Report By
 QS0112  HISTORY     - 1945     MONUMENTED       CGS
 QS0112  HISTORY     - 1949     POOR             CGS
 QS0112  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0112
 QS0112                          STATION DESCRIPTION
 QS0112
 QS0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0112'0.6 MI SE FROM MOREAU JUNCTION.
 QS0112'0.6 MILE SOUTHEAST OF MOREAU JUNCTION, AT THE WEST APPROACH
 QS0112'TO THE RAILROAD BRIDGE OVER THE MISSOURI RIVER, SET IN A FILL
 QS0112'BETWEEN THE TRACKS, 5 FEET BELOW THE RAILROAD, 4 FEET NORTH OF
 QS0112'THE NORTH RAIL, 6 FEET EAST OF THE TRESTLE ABUTMENT, 2.0 FEET
 QS0112'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 QS0112'PROJECTS 1.0 FOOT ABOVE THE GROUND.  THIS MARK FAILED TO CHECK
 QS0112'BY 135.0 MILLIMETERS.  IT IS BELIEVED THAT IT SHOULD BE MOVED
 QS0112'TO SOLID GROUND OR DESTROYED.  NOTE-- THE RAILROAD HAS BEEN MOVED
 QS0112'FROM ITS ORIGINAL POSITION AND MOREAU JUNCTION NO LONGER EXISTS.
 QS0112'MARK IS COVERED BY WATER OF THE OAHE RESERVOIR.
 QS0112
 QS0112                          STATION RECOVERY (1964)
 QS0112
 QS0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0045 ***********************************************************************
 QS0045  DESIGNATION -  C 311
 QS0045  PID         -  QS0045
 QS0045  STATE/COUNTY-  SD/CAMPBELL
 QS0045  COUNTRY     -  US
 QS0045  USGS QUAD   -  HERREID SW (2017)
 QS0045
 QS0045                         *CURRENT SURVEY CONTROL
 QS0045  ______________________________________________________________________
 QS0045* NAD 83(1986) POSITION- 45 49 54.     (N) 100 08 40.     (W)   SCALED
 QS0045* NAVD 88 ORTHO HEIGHT -   507.036 (meters)     1663.50  (feet) ADJUSTED
 QS0045  ______________________________________________________________________
 QS0045  GEOID HEIGHT    -        -22.070 (meters)                     GEOID18
 QS0045  DYNAMIC HEIGHT  -        507.003 (meters)     1663.39  (feet) COMP
 QS0045  MODELED GRAVITY -    980,535.5   (mgal)                       NAVD 88
 QS0045
 QS0045  VERT ORDER      -  SECOND    CLASS 0
 QS0045
 QS0045.The horizontal coordinates were scaled from a map and have
 QS0045.an estimated accuracy of +/- 6 seconds.
 QS0045
 QS0045.The orthometric height was determined by differential leveling and
 QS0045.adjusted by the NATIONAL GEODETIC SURVEY
 QS0045.in June 1991.
 QS0045
 QS0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0045.GEOID18 height accuracy estimate available here.
 QS0045
 QS0045.Click photographs - Photos may exist for this station.
 QS0045
 QS0045.The dynamic height is computed by dividing the NAVD 88
 QS0045.geopotential number by the normal gravity value computed on the
 QS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0045.degrees latitude (g = 980.6199 gals.).
 QS0045
 QS0045.The modeled gravity was interpolated from observed gravity values.
 QS0045
 QS0045;                    North         East    Units  Estimated Accuracy
 QS0045;SPC SD N     -   222,080.      588,780.      MT  (+/- 180 meters Scaled)
 QS0045
 QS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR111759(NAD 83)
 QS0045
 QS0045                          SUPERSEDED SURVEY CONTROL
 QS0045
 QS0045  NGVD 29 (??/??/92)  506.653  (m)         1662.24   (f) ADJ UNCH    2 0
 QS0045
 QS0045.Superseded values are not recommended for survey control.
 QS0045
 QS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0045.See file dsdata.pdf to determine how the superseded data were derived.
 QS0045
 QS0045_MARKER: DB = BENCH MARK DISK
 QS0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0045_STAMPING: C 311 1945
 QS0045_MARK LOGO: CGS
 QS0045_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0045+STABILITY: SURFACE MOTION
 QS0045
 QS0045  HISTORY     - Date     Condition        Report By
 QS0045  HISTORY     - 1945     MONUMENTED       CGS
 QS0045
 QS0045                          STATION DESCRIPTION
 QS0045
 QS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0045'3.6 MI W FROM HERREID.
 QS0045'3.6 MILES WEST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT ST.
 QS0045'MARIE RAILROAD FROM THE STATION AT HERREID, SOUTH DAKOTA.  82.5
 QS0045'FEET WEST OF THE 6TH POLE EAST OF MILE POST NO. 402.  47.2 FEET
 QS0045'NORTHEAST OF THE CENTERLINE OF A SMALL ROAD CROSSING, 36.6 FEET
 QS0045'NORTH OF THE NORTH TRACK AND IN LINE WITH TELEGRAPH LINE.  IRON
 QS0045'DISK SET IN CONCRETE POST PROJECTING 0.4 FOOT AND 2.5 FEET EAST
 QS0045'OF A WHITE WOODEN WITNESS POST.  STAMPED C 311 1945.
 QS0045'NOTE-- 1964 REPORT--THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QS0045'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0879 ***********************************************************************
 PT0879  DESIGNATION -  C 312 RESET
 PT0879  PID         -  PT0879
 PT0879  STATE/COUNTY-  SD/SULLY
 PT0879  COUNTRY     -  US
 PT0879  USGS QUAD   -  OKOBOJO NE (2017)
 PT0879
 PT0879                         *CURRENT SURVEY CONTROL
 PT0879  ______________________________________________________________________
 PT0879* NAD 83(1986) POSITION- 44 42 25.     (N) 100 20 42.     (W)   SCALED
 PT0879* NAVD 88 ORTHO HEIGHT -   571.36  (meters)     1874.5   (feet) RESET
 PT0879  ______________________________________________________________________
 PT0879  GEOID HEIGHT    -        -22.796 (meters)                     GEOID18
 PT0879  VERT ORDER      -  THIRD
 PT0879
 PT0879.The horizontal coordinates were scaled from a map and have
 PT0879.an estimated accuracy of +/- 6 seconds.
 PT0879
 PT0879.The orthometric height was computed from unverified reset data.
 PT0879
 PT0879.No vertical observational check was made to the station.
 PT0879
 PT0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0879.GEOID18 height accuracy estimate available here.
 PT0879
 PT0879.Click photographs - Photos may exist for this station.
 PT0879
 PT0879;                    North         East    Units  Estimated Accuracy
 PT0879;SPC SD N     -    97,140.      572,660.      MT  (+/- 180 meters Scaled)
 PT0879
 PT0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ934512(NAD 83)
 PT0879
 PT0879                          SUPERSEDED SURVEY CONTROL
 PT0879
 PT0879  NGVD 29 (04/17/07)  570.98   (m)         1873.3    (f) RESET       3  
 PT0879
 PT0879.Superseded values are not recommended for survey control.
 PT0879
 PT0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0879.See file dsdata.pdf to determine how the superseded data were derived.
 PT0879
 PT0879_MARKER: DV = VERTICAL CONTROL DISK
 PT0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0879_STAMPING: C 312 RESET 1979
 PT0879_MARK LOGO: NGS
 PT0879_PROJECTION: FLUSH
 PT0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0879+STABILITY: SURFACE MOTION
 PT0879
 PT0879  HISTORY     - Date     Condition        Report By
 PT0879  HISTORY     - 1979     MONUMENTED       NGS
 PT0879
 PT0879                          STATION DESCRIPTION
 PT0879
 PT0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 PT0879'22.3 MI SW FROM AGAR.
 PT0879'12.3 MILES WEST ALONG COUNTY ROAD, THENCE 9.0 MILES SOUTH, THENCE
 PT0879'1.0 MILE WEST TO CROSSROADS FROM THE THE OLD RAILROAD STATION IN
 PT0879'AGAR, 106.0 FEET NORTH OF THE CENTER OF ROAD, 33.0 FEET EAST OF
 PT0879'THE CENTER OF ROAD, 70.0 FEET SOUTH OF FENCE CORNER, AND 3.2 FEET
 PT0879'WEST OF FENCE.
 PT0879'THE MARK IS 2.9 FT  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0354 ***********************************************************************
 PS0354  DESIGNATION -  C 314
 PS0354  PID         -  PS0354
 PS0354  STATE/COUNTY-  SD/HYDE
 PS0354  COUNTRY     -  US
 PS0354  USGS QUAD   -  MACS CORNER (2017)
 PS0354
 PS0354                         *CURRENT SURVEY CONTROL
 PS0354  ______________________________________________________________________
 PS0354* NAD 83(1986) POSITION- 44 15 57.     (N) 099 28 57.     (W)   SCALED
 PS0354* NAVD 88 ORTHO HEIGHT -   580.795 (meters)     1905.49  (feet) ADJUSTED
 PS0354  ______________________________________________________________________
 PS0354  GEOID HEIGHT    -        -24.188 (meters)                     GEOID18
 PS0354  DYNAMIC HEIGHT  -        580.668 (meters)     1905.07  (feet) COMP
 PS0354  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 PS0354
 PS0354  VERT ORDER      -  SECOND    CLASS 0
 PS0354
 PS0354.The horizontal coordinates were scaled from a map and have
 PS0354.an estimated accuracy of +/- 6 seconds.
 PS0354
 PS0354.The orthometric height was determined by differential leveling and
 PS0354.adjusted by the NATIONAL GEODETIC SURVEY
 PS0354.in June 1991.
 PS0354
 PS0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0354.GEOID18 height accuracy estimate available here.
 PS0354
 PS0354.Click photographs - Photos may exist for this station.
 PS0354
 PS0354.The dynamic height is computed by dividing the NAVD 88
 PS0354.geopotential number by the normal gravity value computed on the
 PS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0354.degrees latitude (g = 980.6199 gals.).
 PS0354
 PS0354.The modeled gravity was interpolated from observed gravity values.
 PS0354
 PS0354;                    North         East    Units  Estimated Accuracy
 PS0354;SPC SD N     -    48,190.      641,320.      MT  (+/- 180 meters Scaled)
 PS0354
 PS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ614015(NAD 83)
 PS0354
 PS0354                          SUPERSEDED SURVEY CONTROL
 PS0354
 PS0354  NGVD 29 (??/??/92)  580.448  (m)         1904.35   (f) ADJ UNCH    2 0
 PS0354
 PS0354.Superseded values are not recommended for survey control.
 PS0354
 PS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0354.See file dsdata.pdf to determine how the superseded data were derived.
 PS0354
 PS0354_MARKER: DB = BENCH MARK DISK
 PS0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0354_STAMPING: C 314 1946
 PS0354_MARK LOGO: CGS
 PS0354_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0354+STABILITY: SURFACE MOTION
 PS0354
 PS0354  HISTORY     - Date     Condition        Report By
 PS0354  HISTORY     - 1946     MONUMENTED       CGS
 PS0354
 PS0354                          STATION DESCRIPTION
 PS0354
 PS0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0354'4 MI NW FROM STEPHAN.
 PS0354'0.5 MILE NORTH ALONG A GRAVEL ROAD FROM THE CHURCH AT STEPHAN,
 PS0354'THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH
 PS0354'ALONG STATE HIGHWAY 47, THENCE 2.0 MILES WEST ALONG A GRAVEL
 PS0354'ROAD TO THE SITE OF THE MARK.  THE MARK IS SET AT A SECTION
 PS0354'LINE.  31.0 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 PS0354'CENTER LINE OF THE ROAD, 3.4 FEET SOUTHEAST OF A FENCE CORNER,
 PS0354'2.0 FEET EAST OF A FENCE, 2.2 FEET NORTH OF A WHITE 4 X 4 MARKER
 PS0354'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PS0354'PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0117 ***********************************************************************
 OR0117  DESIGNATION -  C 316
 OR0117  PID         -  OR0117
 OR0117  STATE/COUNTY-  SD/CHARLES MIX
 OR0117  COUNTRY     -  US
 OR0117  USGS QUAD   -  WAGNER (2017)
 OR0117
 OR0117                         *CURRENT SURVEY CONTROL
 OR0117  ______________________________________________________________________
 OR0117* NAD 83(1986) POSITION- 43 04 01.     (N) 098 17 36.     (W)   SCALED
 OR0117* NAVD 88 ORTHO HEIGHT -   444.217 (meters)     1457.40  (feet) ADJUSTED
 OR0117  ______________________________________________________________________
 OR0117  GEOID HEIGHT    -        -26.378 (meters)                     GEOID18
 OR0117  DYNAMIC HEIGHT  -        444.066 (meters)     1456.91  (feet) COMP
 OR0117  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OR0117
 OR0117  VERT ORDER      -  SECOND    CLASS 0
 OR0117
 OR0117.The horizontal coordinates were scaled from a map and have
 OR0117.an estimated accuracy of +/- 6 seconds.
 OR0117
 OR0117.The orthometric height was determined by differential leveling and
 OR0117.adjusted by the NATIONAL GEODETIC SURVEY
 OR0117.in June 1991.
 OR0117
 OR0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0117.GEOID18 height accuracy estimate available here.
 OR0117
 OR0117.Click photographs - Photos may exist for this station.
 OR0117
 OR0117.The dynamic height is computed by dividing the NAVD 88
 OR0117.geopotential number by the normal gravity value computed on the
 OR0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0117.degrees latitude (g = 980.6199 gals.).
 OR0117
 OR0117.The modeled gravity was interpolated from observed gravity values.
 OR0117
 OR0117;                    North         East    Units  Estimated Accuracy
 OR0117;SPC SD S     -    83,540.      766,140.      MT  (+/- 180 meters Scaled)
 OR0117
 OR0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN575684(NAD 83)
 OR0117
 OR0117                          SUPERSEDED SURVEY CONTROL
 OR0117
 OR0117  NGVD 29 (??/??/92)  443.933  (m)         1456.47   (f) ADJ UNCH    2 0
 OR0117
 OR0117.Superseded values are not recommended for survey control.
 OR0117
 OR0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0117.See file dsdata.pdf to determine how the superseded data were derived.
 OR0117
 OR0117_MARKER: DB = BENCH MARK DISK
 OR0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0117_STAMPING: C 316 1946
 OR0117_MARK LOGO: CGS
 OR0117_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0117+STABILITY: SURFACE MOTION
 OR0117
 OR0117  HISTORY     - Date     Condition        Report By
 OR0117  HISTORY     - 1946     MONUMENTED       CGS
 OR0117  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0117
 OR0117                          STATION DESCRIPTION
 OR0117
 OR0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0117'0.9 MI S FROM WAGNER.
 OR0117'TO REACH THE POST OFFICE AT WAGNER GO SOUTH 0.9 MILE ALONG A
 OR0117'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT T INTERSECTION,
 OR0117'34.0 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE
 OR0117'OF THE ROAD LEADING NORTH, 64.5 FEET NORTH OF THE CENTER LINE
 OR0117'OF THE EAST-WEST ROAD, 30.0 FEET NORTH OF A FENCE CORNER, 1.0
 OR0117'FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 OR0117'POST.  A BRONZE DISK STAMPED C 316 1946 SET IN THE TOP OF A
 OR0117'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 OR0117
 OR0117                          STATION RECOVERY (1993)
 OR0117
 OR0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0117'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1464 ***********************************************************************
 NM1464  DESIGNATION -  C 317
 NM1464  PID         -  NM1464
 NM1464  STATE/COUNTY-  SD/BON HOMME
 NM1464  COUNTRY     -  US
 NM1464  USGS QUAD   -  TYNDALL (2017)
 NM1464
 NM1464                         *CURRENT SURVEY CONTROL
 NM1464  ______________________________________________________________________
 NM1464* NAD 83(1986) POSITION- 42 53 37.     (N) 097 47 18.     (W)   SCALED
 NM1464* NAVD 88 ORTHO HEIGHT -   382.589 (meters)     1255.21  (feet) ADJUSTED
 NM1464  ______________________________________________________________________
 NM1464  GEOID HEIGHT    -        -25.958 (meters)                     GEOID18
 NM1464  DYNAMIC HEIGHT  -        382.467 (meters)     1254.81  (feet) COMP
 NM1464  MODELED GRAVITY -    980,290.7   (mgal)                       NAVD 88
 NM1464
 NM1464  VERT ORDER      -  SECOND    CLASS 0
 NM1464
 NM1464.The horizontal coordinates were scaled from a map and have
 NM1464.an estimated accuracy of +/- 6 seconds.
 NM1464
 NM1464.The orthometric height was determined by differential leveling and
 NM1464.adjusted by the NATIONAL GEODETIC SURVEY
 NM1464.in June 1991.
 NM1464
 NM1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1464.GEOID18 height accuracy estimate available here.
 NM1464
 NM1464.Click photographs - Photos may exist for this station.
 NM1464
 NM1464.The dynamic height is computed by dividing the NAVD 88
 NM1464.geopotential number by the normal gravity value computed on the
 NM1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1464.degrees latitude (g = 980.6199 gals.).
 NM1464
 NM1464.The modeled gravity was interpolated from observed gravity values.
 NM1464
 NM1464;                    North         East    Units  Estimated Accuracy
 NM1464;SPC SD S     -    65,430.      807,840.      MT  (+/- 180 meters Scaled)
 NM1464
 NM1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN989497(NAD 83)
 NM1464
 NM1464                          SUPERSEDED SURVEY CONTROL
 NM1464
 NM1464  NGVD 29 (??/??/92)  382.370  (m)         1254.49   (f) ADJ UNCH    2 0
 NM1464
 NM1464.Superseded values are not recommended for survey control.
 NM1464
 NM1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1464.See file dsdata.pdf to determine how the superseded data were derived.
 NM1464
 NM1464_MARKER: DB = BENCH MARK DISK
 NM1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1464_STAMPING: C 317 1946
 NM1464_MARK LOGO: CGS
 NM1464_PROJECTION: PROJECTING 3 CENTIMETERS
 NM1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1464+STABILITY: SURFACE MOTION
 NM1464
 NM1464  HISTORY     - Date     Condition        Report By
 NM1464  HISTORY     - 1946     MONUMENTED       CGS
 NM1464
 NM1464                          STATION DESCRIPTION
 NM1464
 NM1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1464'8.2 MI NE FROM SPRINGFIELD.
 NM1464'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1464'ALONG STATE HIGHWAY NO. 37, THENCE EAST 5.2 MILES ALONG A GRAVELED
 NM1464'ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHEAST CORNER
 NM1464'OF A GARDEN, ABOUT 40 YARDS NORTH OF THE NORTHEAST CORNER OF A
 NM1464'FARMHOUSE, 42.5 FEET SOUTH OF AND ABOUT 2.0 FEET LOWER THAN THE
 NM1464'CENTER LINE OF THE ROAD, 7.0 FEET NORTHEAST OF A SMALL CEDAR
 NM1464'TREE, 1.0 FOOT SOUTHWEST OF THE NORTH END OF A WOVEN WIRE FENCE
 NM1464'AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 NM1464'STAMPED C 317 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1464'1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0524 ***********************************************************************
 OR0524  DESIGNATION -  C 318
 OR0524  PID         -  OR0524
 OR0524  STATE/COUNTY-  SD/GREGORY
 OR0524  COUNTRY     -  US
 OR0524  USGS QUAD   -  GREGORY (2017)
 OR0524
 OR0524                         *CURRENT SURVEY CONTROL
 OR0524  ______________________________________________________________________
 OR0524* NAD 83(1986) POSITION- 43 11 47.     (N) 099 26 11.     (W)   SCALED
 OR0524* NAVD 88 ORTHO HEIGHT -   638.635 (meters)     2095.26  (feet) ADJUSTED
 OR0524  ______________________________________________________________________
 OR0524  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 OR0524  DYNAMIC HEIGHT  -        638.389 (meters)     2094.45  (feet) COMP
 OR0524  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 OR0524
 OR0524  VERT ORDER      -  SECOND    CLASS 0
 OR0524
 OR0524.The horizontal coordinates were scaled from a map and have
 OR0524.an estimated accuracy of +/- 6 seconds.
 OR0524
 OR0524.The orthometric height was determined by differential leveling and
 OR0524.adjusted by the NATIONAL GEODETIC SURVEY
 OR0524.in June 1991.
 OR0524
 OR0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0524.GEOID18 height accuracy estimate available here.
 OR0524
 OR0524.Click photographs - Photos may exist for this station.
 OR0524
 OR0524.The dynamic height is computed by dividing the NAVD 88
 OR0524.geopotential number by the normal gravity value computed on the
 OR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0524.degrees latitude (g = 980.6199 gals.).
 OR0524
 OR0524.The modeled gravity was interpolated from observed gravity values.
 OR0524
 OR0524;                    North         East    Units  Estimated Accuracy
 OR0524;SPC SD S     -    96,270.      672,900.      MT  (+/- 180 meters Scaled)
 OR0524
 OR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN645827(NAD 83)
 OR0524
 OR0524                          SUPERSEDED SURVEY CONTROL
 OR0524
 OR0524  NGVD 29 (??/??/92)  638.295  (m)         2094.14   (f) ADJ UNCH    2 0
 OR0524
 OR0524.Superseded values are not recommended for survey control.
 OR0524
 OR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0524.See file dsdata.pdf to determine how the superseded data were derived.
 OR0524
 OR0524_MARKER: DB = BENCH MARK DISK
 OR0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0524_STAMPING: C 318 1946
 OR0524_MARK LOGO: CGS
 OR0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0524+STABILITY: SURFACE MOTION
 OR0524
 OR0524  HISTORY     - Date     Condition        Report By
 OR0524  HISTORY     - 1946     MONUMENTED       CGS
 OR0524  HISTORY     - 1962     POOR             USGS
 OR0524
 OR0524                          STATION DESCRIPTION
 OR0524
 OR0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0524'2.2 MI S FROM GREGORY.
 OR0524'ALONG A GRAVELED COUNTY ROAD, 2.2 MILES SOUTH OF THE CHICAGO
 OR0524'AND NORTHWESTERN RAILROAD STATION IN GREGORY, AT GREGORY AIRPORT,
 OR0524'90 FEET WEST OF THE CENTER OF THE ROAD, 4 FEET EAST OF THE
 OR0524'SOUTHEAST CORNER OF THE OFFICE BUILDING, 7 FEET WEST OF THE
 OR0524'SOUTHWEST CORNER OF A HANGAR.
 OR0524
 OR0524                          STATION RECOVERY (1962)
 OR0524
 OR0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0524'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0480 ***********************************************************************
 OQ0480  DESIGNATION -  C 319
 OQ0480  PID         -  OQ0480
 OQ0480  STATE/COUNTY-  SD/BON HOMME
 OQ0480  COUNTRY     -  US
 OQ0480  USGS QUAD   -  KLOUCEK LAKE (2017)
 OQ0480
 OQ0480                         *CURRENT SURVEY CONTROL
 OQ0480  ______________________________________________________________________
 OQ0480* NAD 83(1986) POSITION- 43 04 14.     (N) 097 39 20.     (W)   SCALED
 OQ0480* NAVD 88 ORTHO HEIGHT -   414.297 (meters)     1359.24  (feet) ADJUSTED
 OQ0480  ______________________________________________________________________
 OQ0480  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 OQ0480  DYNAMIC HEIGHT  -        414.173 (meters)     1358.83  (feet) COMP
 OQ0480  MODELED GRAVITY -    980,307.4   (mgal)                       NAVD 88
 OQ0480
 OQ0480  VERT ORDER      -  SECOND    CLASS 0
 OQ0480
 OQ0480.The horizontal coordinates were scaled from a map and have
 OQ0480.an estimated accuracy of +/- 6 seconds.
 OQ0480
 OQ0480.The orthometric height was determined by differential leveling and
 OQ0480.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0480.in June 1991.
 OQ0480
 OQ0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0480.GEOID18 height accuracy estimate available here.
 OQ0480
 OQ0480.Click photographs - Photos may exist for this station.
 OQ0480
 OQ0480.The dynamic height is computed by dividing the NAVD 88
 OQ0480.geopotential number by the normal gravity value computed on the
 OQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0480.degrees latitude (g = 980.6199 gals.).
 OQ0480
 OQ0480.The modeled gravity was interpolated from observed gravity values.
 OQ0480
 OQ0480;                    North         East    Units  Estimated Accuracy
 OQ0480;SPC SD S     -    85,410.      818,050.      MT  (+/- 180 meters Scaled)
 OQ0480
 OQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094695(NAD 83)
 OQ0480
 OQ0480                          SUPERSEDED SURVEY CONTROL
 OQ0480
 OQ0480  NGVD 29 (??/??/92)  414.056  (m)         1358.45   (f) ADJ UNCH    2 0
 OQ0480
 OQ0480.Superseded values are not recommended for survey control.
 OQ0480
 OQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0480.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0480
 OQ0480_MARKER: DB = BENCH MARK DISK
 OQ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0480_STAMPING: C 319 1946
 OQ0480_MARK LOGO: CGS
 OQ0480_PROJECTION: FLUSH
 OQ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0480+STABILITY: SURFACE MOTION
 OQ0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0480+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2025
 OQ0480
 OQ0480  HISTORY     - Date     Condition        Report By
 OQ0480  HISTORY     - 1946     MONUMENTED       CGS
 OQ0480  HISTORY     - 1974     GOOD             USGS
 OQ0480  HISTORY     - 20251020 GOOD             INDIV
 OQ0480
 OQ0480                          STATION DESCRIPTION
 OQ0480
 OQ0480'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0480'8.3 MI SE FROM SCOTLAND.
 OQ0480'SCOTLAND 5.3 MILE SOUTH, 3.0 MILE EAST OF, T 95 N, R 58 W, IN
 OQ0480'THE SW 1/4 OF SECTION 1, 2 POLES NW OF MILEPOST 595 ON THE C.M.
 OQ0480'AND ST. P. RR, AT A GRAVEL ROAD CROSSING, 44 FEET NORTH OF THE
 OQ0480'CENTER OF THE TRACK, 42 FEET EAST OF THE GRAVEL ROAD, 2 FEET
 OQ0480'SOUTH OF THE ROW FENCE, 1 FOOT WEST OF A WITNESS POST, IN A
 OQ0480'CONCRETE POST A STD DISK STAMPED C 319 1946.
 OQ0480
 OQ0480                          STATION RECOVERY (2025)
 OQ0480
 OQ0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (BJB)
 OQ0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0368 ***********************************************************************
 QT0368  DESIGNATION -  C 32 RESET
 QT0368  PID         -  QT0368
 QT0368  STATE/COUNTY-  SD/HARDING
 QT0368  COUNTRY     -  US
 QT0368  USGS QUAD   -  BUFFALO (2017)
 QT0368
 QT0368                         *CURRENT SURVEY CONTROL
 QT0368  ______________________________________________________________________
 QT0368* NAD 83(1986) POSITION- 45 34 56.     (N) 103 32 48.     (W)   SCALED
 QT0368* NAVD 88 ORTHO HEIGHT -   878.793 (meters)     2883.17  (feet) ADJUSTED
 QT0368  ______________________________________________________________________
 QT0368  GEOID HEIGHT    -        -15.968 (meters)                     GEOID18
 QT0368  DYNAMIC HEIGHT  -        878.658 (meters)     2882.73  (feet) COMP
 QT0368  MODELED GRAVITY -    980,431.3   (mgal)                       NAVD 88
 QT0368
 QT0368  VERT ORDER      -  FIRST     CLASS II
 QT0368
 QT0368.The horizontal coordinates were scaled from a map and have
 QT0368.an estimated accuracy of +/- 6 seconds.
 QT0368
 QT0368.The orthometric height was determined by differential leveling and
 QT0368.adjusted by the NATIONAL GEODETIC SURVEY
 QT0368.in April 2000.
 QT0368
 QT0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0368.GEOID18 height accuracy estimate available here.
 QT0368
 QT0368.Click photographs - Photos may exist for this station.
 QT0368
 QT0368.The dynamic height is computed by dividing the NAVD 88
 QT0368.geopotential number by the normal gravity value computed on the
 QT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0368.degrees latitude (g = 980.6199 gals.).
 QT0368
 QT0368.The modeled gravity was interpolated from observed gravity values.
 QT0368
 QT0368;                    North         East    Units  Estimated Accuracy
 QT0368;SPC SD N     -   200,410.      323,300.      MT  (+/- 180 meters Scaled)
 QT0368
 QT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL133486(NAD 83)
 QT0368
 QT0368                          SUPERSEDED SURVEY CONTROL
 QT0368
 QT0368  NAVD 88 (04/17/07)  878.790  (m)         2883.16   (f) SUPERSEDED  3 0
 QT0368  NGVD 29 (04/17/07)  878.31   (m)         2881.6    (f) RESET       3  
 QT0368
 QT0368.Superseded values are not recommended for survey control.
 QT0368
 QT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0368.See file dsdata.pdf to determine how the superseded data were derived.
 QT0368
 QT0368_MARKER: DV = VERTICAL CONTROL DISK
 QT0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0368_STAMPING: C 32 RESET 1979
 QT0368_MARK LOGO: NGS
 QT0368_PROJECTION: FLUSH
 QT0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0368+STABILITY: SURFACE MOTION
 QT0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QT0368+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0368
 QT0368  HISTORY     - Date     Condition        Report By
 QT0368  HISTORY     - 1979     MONUMENTED       NGS
 QT0368  HISTORY     - 19980928 GOOD             NGS
 QT0368
 QT0368                          STATION DESCRIPTION
 QT0368
 QT0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QT0368'IN BUFFALO.
 QT0368'IN BUFFALO, IN THE SOUTHWEST CORNER OF HARDING COUNTY COURTHOUSE LAWN,
 QT0368'188.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF COURTHOUSE, 54.0 FEET
 QT0368'NORTH OF CENTER OF STREET, 44.0 FEET EAST OF CENTER OF STREET,
 QT0368'AND 6.0 FEET NORTHEAST OF POWERLINE POLE.
 QT0368
 QT0368                          STATION RECOVERY (1998)
 QT0368
 QT0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0368'IN BUFFALO, AT THE INTERSECTION OF 1ST AND RAMSLEN STREETS, 29.9 M
 QT0368'(98.1 FT) SOUTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 15.5 M
 QT0368'(50.9 FT) NORTH OF THE CENTER OF RAMSLEN STREET, 13.2 M (43.3 FT) EAST
 QT0368'OF THE CENTER OF 1ST STREET, 7.6 M (24.9 FT) SOUTHWEST OF THE
 QT0368'SOUTHWEST CORNER OF A PARKING LOT, 3.1 M (10.2 FT) NORTHEAST OF A
 QT0368'UTILITY LIGHT POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREETS, AND
 QT0368'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 QT0368'MONUMENT IS ON STREET RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0183 ***********************************************************************
 OS0183  DESIGNATION -  C 320
 OS0183  PID         -  OS0183
 OS0183  STATE/COUNTY-  SD/TODD
 OS0183  COUNTRY     -  US
 OS0183  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0183
 OS0183                         *CURRENT SURVEY CONTROL
 OS0183  ______________________________________________________________________
 OS0183* NAD 83(1986) POSITION- 43 02 44.     (N) 100 36 36.     (W)   SCALED
 OS0183* NAVD 88 ORTHO HEIGHT -   833.189 (meters)     2733.55  (feet) ADJUSTED
 OS0183  ______________________________________________________________________
 OS0183  GEOID HEIGHT    -        -22.278 (meters)                     GEOID18
 OS0183  DYNAMIC HEIGHT  -        832.850 (meters)     2732.44  (feet) COMP
 OS0183  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 OS0183
 OS0183  VERT ORDER      -  FIRST     CLASS II
 OS0183
 OS0183.The horizontal coordinates were scaled from a map and have
 OS0183.an estimated accuracy of +/- 6 seconds.
 OS0183
 OS0183.The orthometric height was determined by differential leveling and
 OS0183.adjusted by the NATIONAL GEODETIC SURVEY
 OS0183.in June 1991.
 OS0183
 OS0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0183.GEOID18 height accuracy estimate available here.
 OS0183
 OS0183.Click photographs - Photos may exist for this station.
 OS0183
 OS0183.The dynamic height is computed by dividing the NAVD 88
 OS0183.geopotential number by the normal gravity value computed on the
 OS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0183.degrees latitude (g = 980.6199 gals.).
 OS0183
 OS0183.The modeled gravity was interpolated from observed gravity values.
 OS0183
 OS0183;                    North         East    Units  Estimated Accuracy
 OS0183;SPC SD S     -    79,160.      577,460.      MT  (+/- 180 meters Scaled)
 OS0183
 OS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN688671(NAD 83)
 OS0183
 OS0183                          SUPERSEDED SURVEY CONTROL
 OS0183
 OS0183  NGVD 29 (??/??/92)  832.861  (m)         2732.48   (f) ADJ UNCH    1 2
 OS0183
 OS0183.Superseded values are not recommended for survey control.
 OS0183
 OS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0183.See file dsdata.pdf to determine how the superseded data were derived.
 OS0183
 OS0183_MARKER: DB = BENCH MARK DISK
 OS0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0183_STAMPING: C 320 1946
 OS0183_MARK LOGO: CGS
 OS0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0183+STABILITY: SURFACE MOTION
 OS0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0183+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 OS0183
 OS0183  HISTORY     - Date     Condition        Report By
 OS0183  HISTORY     - 1946     MONUMENTED       CGS
 OS0183  HISTORY     - 1967     MARK NOT FOUND   CGS
 OS0183  HISTORY     - 19920723 GOOD             NGS
 OS0183
 OS0183                          STATION DESCRIPTION
 OS0183
 OS0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0183'14.2 MI N FROM VALENTINE.
 OS0183'ABOUT 14.2 MILES NORTH ALONG U.S. HIGHWAY NO. 83 FROM THE
 OS0183'COURTHOUSE AT VALENTINE, CHERRY COUNTY, NEBRASKA, AND AT THE
 OS0183'JUNCTION WITH A DIRT ROAD LEADING EAST, 8.0 MILES WEST OF LITTLEBURG,
 OS0183'61 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 30
 OS0183'FEET EAST OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF
 OS0183'THE HIGHWAY, 30 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER,
 OS0183'1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 OS0183'STAMPED C 320 1946 AND SET IN THE TOP OF A CONCRETE POST
 OS0183'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 OS0183
 OS0183                          STATION RECOVERY (1967)
 OS0183
 OS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 OS0183'MARK NOT FOUND.
 OS0183
 OS0183                          STATION RECOVERY (1992)
 OS0183
 OS0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0183'19.5 KM (12.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0183'OF U.S. HIGHWAY 18 IN MISSION, THENCE 1.3 M (4.3 FT) WESTERLY ALONG
 OS0183'A DIRT ROAD, 20.3 M (66.6 FT) SOUTH OF THE CENTER OF THE ROAD, 9.4 M
 OS0183'(30.8 FT) SOUTH OF A T-FENCE CORNER, 9.3 M (30.5 FT) EAST OF THE
 OS0183'CENTER OF A ROAD (ABANDONED), 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 OS0183'ROAD, 0.1 M (0.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 OS0183'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 OS0183'MARK IS ON PROPERTY OWNED BY BILL COX, COX CATTLE COMPANY, HC 14 BOX
 OS0183'104, VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-2579.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0120 ***********************************************************************
 OS0120  DESIGNATION -  C 321
 OS0120  PID         -  OS0120
 OS0120  STATE/COUNTY-  SD/TODD
 OS0120  COUNTRY     -  US
 OS0120  USGS QUAD   -  KEYAPAHA (2017)
 OS0120
 OS0120                         *CURRENT SURVEY CONTROL
 OS0120  ______________________________________________________________________
 OS0120* NAD 83(1986) POSITION- 43 06 12.     (N) 100 13 06.     (W)   SCALED
 OS0120* NAVD 88 ORTHO HEIGHT -   719.120 (meters)     2359.31  (feet) ADJUSTED
 OS0120  ______________________________________________________________________
 OS0120  GEOID HEIGHT    -        -23.562 (meters)                     GEOID18
 OS0120  DYNAMIC HEIGHT  -        718.838 (meters)     2358.39  (feet) COMP
 OS0120  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 OS0120
 OS0120  VERT ORDER      -  SECOND    CLASS 0
 OS0120
 OS0120.The horizontal coordinates were scaled from a map and have
 OS0120.an estimated accuracy of +/- 6 seconds.
 OS0120
 OS0120.The orthometric height was determined by differential leveling and
 OS0120.adjusted by the NATIONAL GEODETIC SURVEY
 OS0120.in June 1991.
 OS0120
 OS0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0120.GEOID18 height accuracy estimate available here.
 OS0120
 OS0120.Click photographs - Photos may exist for this station.
 OS0120
 OS0120.The dynamic height is computed by dividing the NAVD 88
 OS0120.geopotential number by the normal gravity value computed on the
 OS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0120.degrees latitude (g = 980.6199 gals.).
 OS0120
 OS0120.The modeled gravity was interpolated from observed gravity values.
 OS0120
 OS0120;                    North         East    Units  Estimated Accuracy
 OS0120;SPC SD S     -    85,550.      609,360.      MT  (+/- 180 meters Scaled)
 OS0120
 OS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN008730(NAD 83)
 OS0120
 OS0120                          SUPERSEDED SURVEY CONTROL
 OS0120
 OS0120  NGVD 29 (??/??/92)  718.787  (m)         2358.22   (f) ADJ UNCH    2 0
 OS0120
 OS0120.Superseded values are not recommended for survey control.
 OS0120
 OS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0120.See file dsdata.pdf to determine how the superseded data were derived.
 OS0120
 OS0120_MARKER: DB = BENCH MARK DISK
 OS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0120_STAMPING: C 321 1946
 OS0120_MARK LOGO: CGS
 OS0120_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0120+STABILITY: SURFACE MOTION
 OS0120
 OS0120  HISTORY     - Date     Condition        Report By
 OS0120  HISTORY     - 1946     MONUMENTED       CGS
 OS0120
 OS0120                          STATION DESCRIPTION
 OS0120
 OS0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0120'4.6 MI W FROM KEYAPAHA.
 OS0120'ABOUT 4.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0120'OFFICE AT KEYAPAHA, 66 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 OS0120'CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 OS0120'1 FOOT EAST OF A NORTH-SOUTH FENCE.  A BRONZE DISC STAMPED C 321
 OS0120'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 OS0120'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0090 ***********************************************************************
 OS0090  DESIGNATION -  C 322
 OS0090  PID         -  OS0090
 OS0090  STATE/COUNTY-  SD/TRIPP
 OS0090  COUNTRY     -  US
 OS0090  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0090
 OS0090                         *CURRENT SURVEY CONTROL
 OS0090  ______________________________________________________________________
 OS0090* NAD 83(1986) POSITION- 43 12 46.     (N) 100 09 58.     (W)   SCALED
 OS0090* NAVD 88 ORTHO HEIGHT -   784.745 (meters)     2574.62  (feet) ADJUSTED
 OS0090  ______________________________________________________________________
 OS0090  GEOID HEIGHT    -        -24.077 (meters)                     GEOID18
 OS0090  DYNAMIC HEIGHT  -        784.447 (meters)     2573.64  (feet) COMP
 OS0090  MODELED GRAVITY -    980,215.2   (mgal)                       NAVD 88
 OS0090
 OS0090  VERT ORDER      -  SECOND    CLASS 0
 OS0090
 OS0090.The horizontal coordinates were scaled from a map and have
 OS0090.an estimated accuracy of +/- 6 seconds.
 OS0090
 OS0090.The orthometric height was determined by differential leveling and
 OS0090.adjusted by the NATIONAL GEODETIC SURVEY
 OS0090.in June 1991.
 OS0090
 OS0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0090.GEOID18 height accuracy estimate available here.
 OS0090
 OS0090.Click photographs - Photos may exist for this station.
 OS0090
 OS0090.The dynamic height is computed by dividing the NAVD 88
 OS0090.geopotential number by the normal gravity value computed on the
 OS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0090.degrees latitude (g = 980.6199 gals.).
 OS0090
 OS0090.The modeled gravity was interpolated from observed gravity values.
 OS0090
 OS0090;                    North         East    Units  Estimated Accuracy
 OS0090;SPC SD S     -    97,710.      613,590.      MT  (+/- 180 meters Scaled)
 OS0090
 OS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN052851(NAD 83)
 OS0090
 OS0090                          SUPERSEDED SURVEY CONTROL
 OS0090
 OS0090  NGVD 29 (??/??/92)  784.398  (m)         2573.48   (f) ADJ UNCH    2 0
 OS0090
 OS0090.Superseded values are not recommended for survey control.
 OS0090
 OS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0090.See file dsdata.pdf to determine how the superseded data were derived.
 OS0090
 OS0090_MARKER: DB = BENCH MARK DISK
 OS0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0090_STAMPING: C 322 1946
 OS0090_MARK LOGO: CGS
 OS0090_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0090+STABILITY: SURFACE MOTION
 OS0090
 OS0090  HISTORY     - Date     Condition        Report By
 OS0090  HISTORY     - 1946     MONUMENTED       CGS
 OS0090
 OS0090                          STATION DESCRIPTION
 OS0090
 OS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0090'8.5 MI NW FROM KEYAPAHA.
 OS0090'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0090'KEYAPAHA, THENCE 7.0 MILES NORTH ALONG A DIRT ROAD, AND IN THE
 OS0090'SOUTHEAST CORNER OF A SCHOOLYARD, 100 FEET SOUTH OF THE CENTER
 OS0090'LINE OF THE SCHOOL DRIVEWAY, 62 FEET SOUTHEAST OF THE SOUTHEAST
 OS0090'CORNER OF THE SCHOOL BUILDING, 42 FEET WEST OF AND ABOUT 4 FEET
 OS0090'HIGHER THAN THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A
 OS0090'4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
 OS0090'STAMPED C 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0832 ***********************************************************************
 NM0832  DESIGNATION -  C 324
 NM0832  PID         -  NM0832
 NM0832  STATE/COUNTY-  SD/UNION
 NM0832  COUNTRY     -  US
 NM0832  USGS QUAD   -  ELK POINT (2017)
 NM0832
 NM0832                         *CURRENT SURVEY CONTROL
 NM0832  ______________________________________________________________________
 NM0832* NAD 83(1986) POSITION- 42 41 28.     (N) 096 39 41.     (W)   SCALED
 NM0832* NAVD 88 ORTHO HEIGHT -   341.854 (meters)     1121.57  (feet) ADJUSTED
 NM0832  ______________________________________________________________________
 NM0832  GEOID HEIGHT    -        -25.672 (meters)                     GEOID18
 NM0832  DYNAMIC HEIGHT  -        341.755 (meters)     1121.24  (feet) COMP
 NM0832  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 NM0832
 NM0832  VERT ORDER      -  FIRST     CLASS II
 NM0832
 NM0832.The horizontal coordinates were scaled from a map and have
 NM0832.an estimated accuracy of +/- 6 seconds.
 NM0832
 NM0832.The orthometric height was determined by differential leveling and
 NM0832.adjusted by the NATIONAL GEODETIC SURVEY
 NM0832.in June 1991.
 NM0832
 NM0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0832.GEOID18 height accuracy estimate available here.
 NM0832
 NM0832.Click photographs - Photos may exist for this station.
 NM0832
 NM0832.The dynamic height is computed by dividing the NAVD 88
 NM0832.geopotential number by the normal gravity value computed on the
 NM0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0832.degrees latitude (g = 980.6199 gals.).
 NM0832
 NM0832.The modeled gravity was interpolated from observed gravity values.
 NM0832
 NM0832;                    North         East    Units  Estimated Accuracy
 NM0832;SPC SD S     -    46,400.      900,820.      MT  (+/- 180 meters Scaled)
 NM0832
 NM0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN915291(NAD 83)
 NM0832
 NM0832                          SUPERSEDED SURVEY CONTROL
 NM0832
 NM0832  NGVD 29 (??/??/92)  341.678  (m)         1120.99   (f) ADJ UNCH    1 2
 NM0832
 NM0832.Superseded values are not recommended for survey control.
 NM0832
 NM0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0832.See file dsdata.pdf to determine how the superseded data were derived.
 NM0832
 NM0832_MARKER: DB = BENCH MARK DISK
 NM0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0832_STAMPING: C 324 1948
 NM0832_MARK LOGO: CGS
 NM0832_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0832+STABILITY: SURFACE MOTION
 NM0832
 NM0832  HISTORY     - Date     Condition        Report By
 NM0832  HISTORY     - 1948     MONUMENTED       CGS
 NM0832  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0832
 NM0832                          STATION DESCRIPTION
 NM0832
 NM0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0832'1 MI NE FROM ELK POINT.
 NM0832'1.0 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0832'PACIFIC RAILROAD FROM THE SOUTH WYE SWITCH STATION BUILDING AT
 NM0832'ELK POINT, 0.3 MILE SOUTHWEST OF A PUBLIC ROAD CROSSING, 117.0
 NM0832'FEET SOUTH OF MILEPOST NO. 1, 46.2 FEET SOUTHEAST OF THE SOUTHEAST
 NM0832'RAIL OF THE TRACK, 1.6 FEET NORTHWEST OF THE SOUTHEAST
 NM0832'RIGHT-OF-WAY FENCE, 1.6 FEET NORTHEAST OF A REFERENCE POST, SET IN
 NM0832'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0832
 NM0832                          STATION RECOVERY (2012)
 NM0832
 NM0832'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0832'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0780 ***********************************************************************
 NM0780  DESIGNATION -  C 325
 NM0780  PID         -  NM0780
 NM0780  STATE/COUNTY-  SD/UNION
 NM0780  COUNTRY     -  US
 NM0780  USGS QUAD   -  PONCA (2017)
 NM0780
 NM0780                         *CURRENT SURVEY CONTROL
 NM0780  ______________________________________________________________________
 NM0780* NAD 83(1986) POSITION- 42 36 18.     (N) 096 39 53.     (W)   SCALED
 NM0780* NAVD 88 ORTHO HEIGHT -   341.560 (meters)     1120.60  (feet) ADJUSTED
 NM0780  ______________________________________________________________________
 NM0780  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 NM0780  DYNAMIC HEIGHT  -        341.455 (meters)     1120.26  (feet) COMP
 NM0780  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 NM0780
 NM0780  VERT ORDER      -  SECOND    CLASS 0
 NM0780
 NM0780.The horizontal coordinates were scaled from a map and have
 NM0780.an estimated accuracy of +/- 6 seconds.
 NM0780
 NM0780.The orthometric height was determined by differential leveling and
 NM0780.adjusted by the NATIONAL GEODETIC SURVEY
 NM0780.in June 1991.
 NM0780
 NM0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0780.GEOID18 height accuracy estimate available here.
 NM0780
 NM0780.Click photographs - Photos may exist for this station.
 NM0780
 NM0780.The dynamic height is computed by dividing the NAVD 88
 NM0780.geopotential number by the normal gravity value computed on the
 NM0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0780.degrees latitude (g = 980.6199 gals.).
 NM0780
 NM0780.The modeled gravity was interpolated from observed gravity values.
 NM0780
 NM0780;                    North         East    Units  Estimated Accuracy
 NM0780;SPC SD S     -    36,830.      900,970.      MT  (+/- 180 meters Scaled)
 NM0780
 NM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN915195(NAD 83)
 NM0780
 NM0780                          SUPERSEDED SURVEY CONTROL
 NM0780
 NM0780  NGVD 29 (??/??/92)  341.384  (m)         1120.02   (f) ADJ UNCH    2 0
 NM0780
 NM0780.Superseded values are not recommended for survey control.
 NM0780
 NM0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0780.See file dsdata.pdf to determine how the superseded data were derived.
 NM0780
 NM0780_MARKER: DB = BENCH MARK DISK
 NM0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0780_STAMPING: C 325 1948
 NM0780_MARK LOGO: CGS
 NM0780_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0780+STABILITY: SURFACE MOTION
 NM0780
 NM0780  HISTORY     - Date     Condition        Report By
 NM0780  HISTORY     - 1948     MONUMENTED       CGS
 NM0780
 NM0780                          STATION DESCRIPTION
 NM0780
 NM0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0780'5.3 MI W FROM JEFFERSON.
 NM0780'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0780'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0780'WEST ALONG A PAVED ROAD, THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD,
 NM0780'IN THE SOUTHEAST QUARTER OF A ROAD CROSSING, 40.0 FEET SOUTH OF THE
 NM0780'CENTER LINE OF THE EAST-WEST ROAD, 22.0 FEET EAST OF THE CENTER
 NM0780'LINE OF THE NORTH-SOUTH ROAD, 8.0 FEET WEST OF A POWER LINE POLE,
 NM0780'5.0 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF A FENCE,
 NM0780'1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0780'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0143 ***********************************************************************
 OQ0143  DESIGNATION -  C 326
 OQ0143  PID         -  OQ0143
 OQ0143  STATE/COUNTY-  SD/UNION
 OQ0143  COUNTRY     -  US
 OQ0143  USGS QUAD   -  HAWARDEN NORTH (2018)
 OQ0143
 OQ0143                         *CURRENT SURVEY CONTROL
 OQ0143  ______________________________________________________________________
 OQ0143* NAD 83(1986) POSITION- 43 04 47.     (N) 096 28 56.     (W)   SCALED
 OQ0143* NAVD 88 ORTHO HEIGHT -   366.109 (meters)     1201.14  (feet) ADJUSTED
 OQ0143  ______________________________________________________________________
 OQ0143  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 OQ0143  DYNAMIC HEIGHT  -        366.006 (meters)     1200.80  (feet) COMP
 OQ0143  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 OQ0143
 OQ0143  VERT ORDER      -  FIRST     CLASS II
 OQ0143
 OQ0143.The horizontal coordinates were scaled from a map and have
 OQ0143.an estimated accuracy of +/- 6 seconds.
 OQ0143
 OQ0143.The orthometric height was determined by differential leveling and
 OQ0143.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0143.in June 1991.
 OQ0143
 OQ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0143.GEOID18 height accuracy estimate available here.
 OQ0143
 OQ0143.Click photographs - Photos may exist for this station.
 OQ0143
 OQ0143.The dynamic height is computed by dividing the NAVD 88
 OQ0143.geopotential number by the normal gravity value computed on the
 OQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0143.degrees latitude (g = 980.6199 gals.).
 OQ0143
 OQ0143.The modeled gravity was interpolated from observed gravity values.
 OQ0143
 OQ0143;                    North         East    Units  Estimated Accuracy
 OQ0143;SPC SD S     -    90,190.      913,490.      MT  (+/- 180 meters Scaled)
 OQ0143
 OQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN049727(NAD 83)
 OQ0143
 OQ0143                          SUPERSEDED SURVEY CONTROL
 OQ0143
 OQ0143  NGVD 29 (??/??/92)  365.890  (m)         1200.42   (f) ADJ UNCH    1 2
 OQ0143
 OQ0143.Superseded values are not recommended for survey control.
 OQ0143
 OQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0143.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0143
 OQ0143_MARKER: DB = BENCH MARK DISK
 OQ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0143_STAMPING: C 326 1949
 OQ0143_MARK LOGO: CGS
 OQ0143_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0143+STABILITY: SURFACE MOTION
 OQ0143
 OQ0143  HISTORY     - Date     Condition        Report By
 OQ0143  HISTORY     - 1949     MONUMENTED       CGS
 OQ0143
 OQ0143                          STATION DESCRIPTION
 OQ0143
 OQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0143'3.7 MI S FROM HUDSON.
 OQ0143'3.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0143'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HUDSON, 0.25 MILE
 OQ0143'SOUTH OF VIRGINIA SCHOOL DIST. 72, 43.0 FEET WEST OF THE WEST
 OQ0143'RAIL, 9.7 FEET NORTHWEST OF MILE POST 31, 1.0 FOOT EAST OF THE
 OQ0143'RIGHT-OF-WAY FENCE, 2.0 FEET NORTH OF A REFERENCE POST, AND SET
 OQ0143'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OQ0143'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0221 ***********************************************************************
 OQ0221  DESIGNATION -  C 327
 OQ0221  PID         -  OQ0221
 OQ0221  STATE/COUNTY-  SD/LINCOLN
 OQ0221  COUNTRY     -  US
 OQ0221  USGS QUAD   -  CANTON (2017)
 OQ0221
 OQ0221                         *CURRENT SURVEY CONTROL
 OQ0221  ______________________________________________________________________
 OQ0221* NAD 83(1986) POSITION- 43 21 29.     (N) 096 32 58.     (W)   SCALED
 OQ0221* NAVD 88 ORTHO HEIGHT -   401.474 (meters)     1317.17  (feet) ADJUSTED
 OQ0221  ______________________________________________________________________
 OQ0221  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 OQ0221  DYNAMIC HEIGHT  -        401.366 (meters)     1316.82  (feet) COMP
 OQ0221  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 OQ0221
 OQ0221  VERT ORDER      -  SECOND    CLASS 0
 OQ0221
 OQ0221.The horizontal coordinates were scaled from a map and have
 OQ0221.an estimated accuracy of +/- 6 seconds.
 OQ0221
 OQ0221.The orthometric height was determined by differential leveling and
 OQ0221.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0221.in June 1991.
 OQ0221
 OQ0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0221.GEOID18 height accuracy estimate available here.
 OQ0221
 OQ0221.Click photographs - Photos may exist for this station.
 OQ0221
 OQ0221.The dynamic height is computed by dividing the NAVD 88
 OQ0221.geopotential number by the normal gravity value computed on the
 OQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0221.degrees latitude (g = 980.6199 gals.).
 OQ0221
 OQ0221.The modeled gravity was interpolated from observed gravity values.
 OQ0221
 OQ0221;                    North         East    Units  Estimated Accuracy
 OQ0221;SPC SD S     -   120,820.      906,610.      MT  (+/- 180 meters Scaled)
 OQ0221
 OQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP985034(NAD 83)
 OQ0221
 OQ0221                          SUPERSEDED SURVEY CONTROL
 OQ0221
 OQ0221  NGVD 29 (??/??/92)  401.229  (m)         1316.37   (f) ADJ UNCH    2 0
 OQ0221
 OQ0221.Superseded values are not recommended for survey control.
 OQ0221
 OQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0221.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0221
 OQ0221_MARKER: DB = BENCH MARK DISK
 OQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0221_STAMPING: C 327 1949
 OQ0221_MARK LOGO: CGS
 OQ0221_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0221+STABILITY: SURFACE MOTION
 OQ0221
 OQ0221  HISTORY     - Date     Condition        Report By
 OQ0221  HISTORY     - 1949     MONUMENTED       CGS
 OQ0221
 OQ0221                          STATION DESCRIPTION
 OQ0221
 OQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0221'6.1 MI SE FROM CANTON.
 OQ0221'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT CANTON,
 OQ0221'THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, AT A SCHOOLHOUSE,
 OQ0221'107.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE,
 OQ0221'206.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 43.0
 OQ0221'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 9.6 FEET
 OQ0221'WEST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF THE FENCE, 1.2
 OQ0221'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 OQ0221'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0585 ***********************************************************************
 OQ0585  DESIGNATION -  C 327 RESET
 OQ0585  PID         -  OQ0585
 OQ0585  STATE/COUNTY-  SD/LINCOLN
 OQ0585  COUNTRY     -  US
 OQ0585  USGS QUAD   -  CANTON (2017)
 OQ0585
 OQ0585                         *CURRENT SURVEY CONTROL
 OQ0585  ______________________________________________________________________
 OQ0585* NAD 83(1986) POSITION- 43 21 29.     (N) 096 32 58.     (W)   SCALED
 OQ0585* NAVD 88 ORTHO HEIGHT -   401.57  (meters)     1317.5   (feet) RESET
 OQ0585  ______________________________________________________________________
 OQ0585  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 OQ0585  VERT ORDER      -  THIRD
 OQ0585
 OQ0585.The horizontal coordinates were scaled from a map and have
 OQ0585.an estimated accuracy of +/- 6 seconds.
 OQ0585
 OQ0585.The orthometric height was computed from unverified reset data.
 OQ0585
 OQ0585.No vertical observational check was made to the station.
 OQ0585
 OQ0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0585.GEOID18 height accuracy estimate available here.
 OQ0585
 OQ0585.Click photographs - Photos may exist for this station.
 OQ0585
 OQ0585;                    North         East    Units  Estimated Accuracy
 OQ0585;SPC SD S     -   120,820.      906,610.      MT  (+/- 180 meters Scaled)
 OQ0585
 OQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP985034(NAD 83)
 OQ0585
 OQ0585                          SUPERSEDED SURVEY CONTROL
 OQ0585
 OQ0585  NGVD 29 (04/17/07)  401.33   (m)         1316.7    (f) RESET       3  
 OQ0585
 OQ0585.Superseded values are not recommended for survey control.
 OQ0585
 OQ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0585.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0585
 OQ0585_MARKER: DV = VERTICAL CONTROL DISK
 OQ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0585_STAMPING: C 327 RESET 1977
 OQ0585_MARK LOGO: NGS
 OQ0585_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0585+STABILITY: SURFACE MOTION
 OQ0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0585+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OQ0585
 OQ0585  HISTORY     - Date     Condition        Report By
 OQ0585  HISTORY     - 1977     MONUMENTED       NGS
 OQ0585  HISTORY     - 20110317 GOOD             INDIV
 OQ0585
 OQ0585                          STATION DESCRIPTION
 OQ0585
 OQ0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OQ0585'6.1 MI NE FROM CANTON.
 OQ0585'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE IN CANTON,
 OQ0585'THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, AT A CROSSROAD, 70.0
 OQ0585'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 34.0 FEET SOUTH OF THE
 OQ0585'CENTER OF THE CROSSROAD, AND 11.0 FEET WEST OF A TELEPHONE PEDESTAL.
 OQ0585'THE MARK IS 1.2 FT  E FROM A WITNESS POST.
 OQ0585
 OQ0585                          STATION RECOVERY (2011)
 OQ0585
 OQ0585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JHC)
 OQ0585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0264 ***********************************************************************
 PR0264  DESIGNATION -  C 329
 PR0264  PID         -  PR0264
 PR0264  STATE/COUNTY-  SD/BROOKINGS
 PR0264  COUNTRY     -  US
 PR0264  USGS QUAD   -  MEDARY (2017)
 PR0264
 PR0264                         *CURRENT SURVEY CONTROL
 PR0264  ______________________________________________________________________
 PR0264* NAD 83(1986) POSITION- 44 14 20.     (N) 096 47 16.     (W)   SCALED
 PR0264* NAVD 88 ORTHO HEIGHT -   483.617 (meters)     1586.67  (feet) ADJUSTED
 PR0264  ______________________________________________________________________
 PR0264  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 PR0264  DYNAMIC HEIGHT  -        483.520 (meters)     1586.35  (feet) COMP
 PR0264  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 PR0264
 PR0264  VERT ORDER      -  SECOND    CLASS 0
 PR0264
 PR0264.The horizontal coordinates were scaled from a map and have
 PR0264.an estimated accuracy of +/- 6 seconds.
 PR0264
 PR0264.The orthometric height was determined by differential leveling and
 PR0264.adjusted by the NATIONAL GEODETIC SURVEY
 PR0264.in June 1991.
 PR0264
 PR0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0264.GEOID18 height accuracy estimate available here.
 PR0264
 PR0264.Click photographs - Photos may exist for this station.
 PR0264
 PR0264.The dynamic height is computed by dividing the NAVD 88
 PR0264.geopotential number by the normal gravity value computed on the
 PR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0264.degrees latitude (g = 980.6199 gals.).
 PR0264
 PR0264.The modeled gravity was interpolated from observed gravity values.
 PR0264
 PR0264;                    North         East    Units  Estimated Accuracy
 PR0264;SPC SD N     -    50,160.      856,550.      MT  (+/- 180 meters Scaled)
 PR0264
 PR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ766007(NAD 83)
 PR0264
 PR0264                          SUPERSEDED SURVEY CONTROL
 PR0264
 PR0264  NGVD 29 (??/??/92)  483.359  (m)         1585.82   (f) ADJ UNCH    2 0
 PR0264
 PR0264.Superseded values are not recommended for survey control.
 PR0264
 PR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0264.See file dsdata.pdf to determine how the superseded data were derived.
 PR0264
 PR0264_MARKER: DB = BENCH MARK DISK
 PR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0264_STAMPING: C 329 1949
 PR0264_MARK LOGO: CGS
 PR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0264+STABILITY: SURFACE MOTION
 PR0264
 PR0264  HISTORY     - Date     Condition        Report By
 PR0264  HISTORY     - 1949     MONUMENTED       CGS
 PR0264
 PR0264                          STATION DESCRIPTION
 PR0264
 PR0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0264'5.3 MI S FROM BROOKINGS.
 PR0264'5.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0264'BROOKINGS, AT A ROAD INTERSECTION, 90.0 FEET WEST OF THE CENTER
 PR0264'LINE OF THE HIGHWAY, 29.0 FEET NORTH OF THE CENTER LINE OF AN
 PR0264'EAST-WEST ROAD, 1.7 FEET EAST OF A REFERENCE POST, 1.0 FOOT
 PR0264'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0264'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0244 ***********************************************************************
 PR0244  DESIGNATION -  C 330
 PR0244  PID         -  PR0244
 PR0244  STATE/COUNTY-  SD/BROOKINGS
 PR0244  COUNTRY     -  US
 PR0244  USGS QUAD   -  BRUCE (2017)
 PR0244
 PR0244                         *CURRENT SURVEY CONTROL
 PR0244  ______________________________________________________________________
 PR0244* NAD 83(1986) POSITION- 44 27 22.     (N) 096 53 11.     (W)   SCALED
 PR0244* NAVD 88 ORTHO HEIGHT -   494.748 (meters)     1623.19  (feet) ADJUSTED
 PR0244  ______________________________________________________________________
 PR0244  GEOID HEIGHT    -        -25.023 (meters)                     GEOID18
 PR0244  DYNAMIC HEIGHT  -        494.668 (meters)     1622.92  (feet) COMP
 PR0244  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 PR0244
 PR0244  VERT ORDER      -  SECOND    CLASS 0
 PR0244
 PR0244.The horizontal coordinates were scaled from a map and have
 PR0244.an estimated accuracy of +/- 6 seconds.
 PR0244
 PR0244.The orthometric height was determined by differential leveling and
 PR0244.adjusted by the NATIONAL GEODETIC SURVEY
 PR0244.in June 1991.
 PR0244
 PR0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0244.GEOID18 height accuracy estimate available here.
 PR0244
 PR0244.Click photographs - Photos may exist for this station.
 PR0244
 PR0244.The dynamic height is computed by dividing the NAVD 88
 PR0244.geopotential number by the normal gravity value computed on the
 PR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0244.degrees latitude (g = 980.6199 gals.).
 PR0244
 PR0244.The modeled gravity was interpolated from observed gravity values.
 PR0244
 PR0244;                    North         East    Units  Estimated Accuracy
 PR0244;SPC SD N     -    73,970.      847,750.      MT  (+/- 180 meters Scaled)
 PR0244
 PR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ681247(NAD 83)
 PR0244
 PR0244                          SUPERSEDED SURVEY CONTROL
 PR0244
 PR0244  NGVD 29 (??/??/92)  494.480  (m)         1622.31   (f) ADJ UNCH    2 0
 PR0244
 PR0244.Superseded values are not recommended for survey control.
 PR0244
 PR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0244.See file dsdata.pdf to determine how the superseded data were derived.
 PR0244
 PR0244_MARKER: DB = BENCH MARK DISK
 PR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0244_STAMPING: C 330 1949
 PR0244_MARK LOGO: CGS
 PR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0244+STABILITY: SURFACE MOTION
 PR0244
 PR0244  HISTORY     - Date     Condition        Report By
 PR0244  HISTORY     - 1949     MONUMENTED       CGS
 PR0244
 PR0244                          STATION DESCRIPTION
 PR0244
 PR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0244'1.4 MI N FROM BRUCE.
 PR0244'1.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PR0244'NORTH WESTERN RAILWAY STATION AT BRUCE, AT A ROAD INTERSECTION,
 PR0244'90.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 72.0
 PR0244'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 2.0 FEET
 PR0244'NORTHEAST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A FENCE,
 PR0244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 PR0244'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1008 ***********************************************************************
 NM1008  DESIGNATION -  C 331
 NM1008  PID         -  NM1008
 NM1008  STATE/COUNTY-  SD/YANKTON
 NM1008  COUNTRY     -  US
 NM1008  USGS QUAD   -  YANKTON (2017)
 NM1008
 NM1008                         *CURRENT SURVEY CONTROL
 NM1008  ______________________________________________________________________
 NM1008* NAD 83(1986) POSITION- 42 54 32.     (N) 097 22 54.     (W)   SCALED
 NM1008* NAVD 88 ORTHO HEIGHT -   386.584 (meters)     1268.32  (feet) ADJUSTED
 NM1008  ______________________________________________________________________
 NM1008  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 NM1008  DYNAMIC HEIGHT  -        386.473 (meters)     1267.95  (feet) COMP
 NM1008  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 NM1008
 NM1008  VERT ORDER      -  FIRST     CLASS II
 NM1008
 NM1008.This mark is at Chan Gurney Municipal Airport (YKN)
 NM1008
 NM1008.The horizontal coordinates were scaled from a map and have
 NM1008.an estimated accuracy of +/- 6 seconds.
 NM1008
 NM1008.The orthometric height was determined by differential leveling and
 NM1008.adjusted by the NATIONAL GEODETIC SURVEY
 NM1008.in June 1994.
 NM1008
 NM1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1008.GEOID18 height accuracy estimate available here.
 NM1008
 NM1008.Click photographs - Photos may exist for this station.
 NM1008
 NM1008.The dynamic height is computed by dividing the NAVD 88
 NM1008.geopotential number by the normal gravity value computed on the
 NM1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1008.degrees latitude (g = 980.6199 gals.).
 NM1008
 NM1008.The modeled gravity was interpolated from observed gravity values.
 NM1008
 NM1008;                    North         East    Units  Estimated Accuracy
 NM1008;SPC SD S     -    68,220.      840,980.      MT  (+/- 180 meters Scaled)
 NM1008
 NM1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN321519(NAD 83)
 NM1008
 NM1008                          SUPERSEDED SURVEY CONTROL
 NM1008
 NM1008  NAVD 88 (06/15/91)  386.577  (m)         1268.29   (f) SUPERSEDED  1 2
 NM1008  NGVD 29 (??/??/92)  386.374  (m)         1267.63   (f) ADJ UNCH    1 2
 NM1008
 NM1008.Superseded values are not recommended for survey control.
 NM1008
 NM1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1008.See file dsdata.pdf to determine how the superseded data were derived.
 NM1008
 NM1008_MARKER: DB = BENCH MARK DISK
 NM1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1008_STAMPING: C 331 1949
 NM1008_MARK LOGO: CGS
 NM1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1008+STABILITY: SURFACE MOTION
 NM1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1008+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM1008
 NM1008  HISTORY     - Date     Condition        Report By
 NM1008  HISTORY     - 1949     MONUMENTED       CGS
 NM1008  HISTORY     - 1972     GOOD             NGS
 NM1008  HISTORY     - 1977     GOOD             NGS
 NM1008  HISTORY     - 19930908 GOOD             NGS
 NM1008  HISTORY     - 20120326 MARK NOT FOUND   INDIV
 NM1008
 NM1008                          STATION DESCRIPTION
 NM1008
 NM1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1008'3 MI N FROM YANKTON.
 NM1008'1 BLOCK EAST ALONG FOURTH STREET FROM THE POST OFFICE AT YANKTON,
 NM1008'THENCE 2.05 MILES NORTH ALONG DOUGLAS AVENUE, THENCE 0.5 MILE
 NM1008'NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A
 NM1008'GRAVELED ROAD, AT THE YANKTON MUNICIPAL AIRPORT, 87 FEET NORTH
 NM1008'OF THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 15 FEET WEST
 NM1008'OF THE CENTER LINE OF THE DRIVE LEADING TO THE AIRPORT, 3.5 FEET
 NM1008'SOUTH OF THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING,
 NM1008'2.5 FEET NORTH OF AN EAST-WEST SIDEWALK, 1.4 FEET NORTH OF A
 NM1008'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1008'0.7 FOOT ABOVE THE GROUND.
 NM1008
 NM1008                          STATION RECOVERY (1972)
 NM1008
 NM1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NM1008'RECOVERED IN GOOD CONDITION.
 NM1008
 NM1008                          STATION RECOVERY (1977)
 NM1008
 NM1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NM1008'RECOVERED IN GOOD CONDITION.
 NM1008
 NM1008                          STATION RECOVERY (1993)
 NM1008
 NM1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1008'1.3 KM (0.80 MI) EASTERLY ALONG 31ST STREET FROM THE NORTH JUNCTION
 NM1008'OF STATE HIGHWAY 50 AND U.S. HIGHWAY 81 IN YANKTON, 47.7 M (156.5
 NM1008'FT) NORTH OF THE STREET CENTERLINE, 19.2 M (63.0 FT) EAST OF UTILITY
 NM1008'JUNCTION BOX NUMBER 3131, 1.1 M (3.6 FT) SOUTHWEST OF THE SOUTHEAST
 NM1008'CORNER OF A STUCCO BUILDING, 1.0 M (3.3 FT) SOUTH OF THE SOUTH FACE
 NM1008'OF THE BUILDING, 0.05 BELOW THE LEVEL OF THE STREET, AND THE MONUMENT
 NM1008'IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.  NOTE--THE MARK IS UNDER
 NM1008'A WOODEN GARBAGE CAN HOLDER.
 NM1008
 NM1008                          STATION RECOVERY (2012)
 NM1008
 NM1008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0270 ***********************************************************************
 PT0270  DESIGNATION -  C 332 RESET
 PT0270  PID         -  PT0270
 PT0270  STATE/COUNTY-  SD/STANLEY
 PT0270  COUNTRY     -  US
 PT0270  USGS QUAD   -  LACY (2017)
 PT0270
 PT0270                         *CURRENT SURVEY CONTROL
 PT0270  ______________________________________________________________________
 PT0270* NAD 83(1986) POSITION- 44 28 17.     (N) 100 37 50.     (W)   SCALED
 PT0270* NAVD 88 ORTHO HEIGHT -   607.17  (meters)     1992.0   (feet) RESET
 PT0270  ______________________________________________________________________
 PT0270  GEOID HEIGHT    -        -22.840 (meters)                     GEOID18
 PT0270  VERT ORDER      -  THIRD
 PT0270
 PT0270.The horizontal coordinates were scaled from a map and have
 PT0270.an estimated accuracy of +/- 6 seconds.
 PT0270
 PT0270.The orthometric height was computed from unverified reset data.
 PT0270
 PT0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0270.GEOID18 height accuracy estimate available here.
 PT0270
 PT0270.Click photographs - Photos may exist for this station.
 PT0270
 PT0270;                    North         East    Units  Estimated Accuracy
 PT0270;SPC SD S     -   237,580.      576,350.      MT  (+/- 180 meters Scaled)
 PT0270
 PT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ703255(NAD 83)
 PT0270
 PT0270                          SUPERSEDED SURVEY CONTROL
 PT0270
 PT0270.No superseded survey control is available for this station.
 PT0270
 PT0270_MARKER: DB = BENCH MARK DISK
 PT0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0270_STAMPING: C 332 RESET 1970
 PT0270_MARK LOGO: CGS
 PT0270_PROJECTION: FLUSH
 PT0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0270+STABILITY: SURFACE MOTION
 PT0270
 PT0270  HISTORY     - Date     Condition        Report By
 PT0270  HISTORY     - 1970     MONUMENTED       NGS
 PT0270
 PT0270                          STATION DESCRIPTION
 PT0270
 PT0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0270'16.4 MI NW FROM FORT PIERRE.
 PT0270'0.9 MILE WESTERLY FROM THE POST OFFICE AND FEDERAL BUILDING IN
 PT0270'PIERRE ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 34 TO THE CENTER
 PT0270'OF THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE WESTERLY ON
 PT0270'HIGHWAYS 14 AND 34 FOR 6.75 MILES TO A SIDE ROAD RIGHT AND A SIGN,
 PT0270'MISSION RIDGE, TURN RIGHT AND GO NORTH AND WEST ON GRAVELED ROAD
 PT0270'FOR 4.25 MILES TO THE JUNCTION WITH ROAD LEADING FROM THE OAHE
 PT0270'DAM, BEAR LEFT AND GO 6.2 MILES TO THE MARK ON THE LEFT 485
 PT0270'FEET SOUTHEAST OF JUNCTION WITH SIDE ROAD RIGHT LEADING TO THE
 PT0270'LAKE, 101 FEET SOUTH OF CENTER OF ROAD, 42 FEET WEST OF TRACK
 PT0270'ROAD LEADING SOUTH TO RANCH HOUSE, 26 FEET SOUTH OF R.O.W. FENCE
 PT0270'LINE, 1.5 FEET EAST OF A METAL WITNESS POST, IN A PASTURE ON THE
 PT0270'SOUTH SLOPE OF A HILL, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PT0270'FLUSH WITH THE GROUND.  (C 332 RESET IS AN AZIMUTH MARK FOR
 PT0270'STATION CHANTIER 1948 1970).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0463 ***********************************************************************
 OT0463  DESIGNATION -  C 334
 OT0463  PID         -  OT0463
 OT0463  STATE/COUNTY-  SD/FALL RIVER
 OT0463  COUNTRY     -  US
 OT0463  USGS QUAD   -  EDGEMONT (2017)
 OT0463
 OT0463                         *CURRENT SURVEY CONTROL
 OT0463  ______________________________________________________________________
 OT0463* NAD 83(1986) POSITION- 43 17 13.     (N) 103 49 37.     (W)   SCALED
 OT0463* NAVD 88 ORTHO HEIGHT -  1059.179 (meters)     3474.99  (feet) POSTED
 OT0463  ______________________________________________________________________
 OT0463  GEOID HEIGHT    -        -15.098 (meters)                     GEOID18
 OT0463  DYNAMIC HEIGHT  -       1058.74  (meters)     3473.5   (feet) COMP
 OT0463  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 OT0463
 OT0463  VERT ORDER      -  * POSTED, SEE BELOW
 OT0463
 OT0463.The horizontal coordinates were scaled from a map and have
 OT0463.an estimated accuracy of +/- 6 seconds.
 OT0463
 OT0463.The orthometric height was determined by differential leveling
 OT0463.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0463
 OT0463.* This is a POSTED BENCH MARK height.
 OT0463
 OT0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0463.GEOID18 height accuracy estimate available here.
 OT0463
 OT0463.Click photographs - Photos may exist for this station.
 OT0463
 OT0463.The dynamic height is computed by dividing the NAVD 88
 OT0463.geopotential number by the normal gravity value computed on the
 OT0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0463.degrees latitude (g = 980.6199 gals.).
 OT0463
 OT0463.The modeled gravity was interpolated from observed gravity values.
 OT0463
 OT0463;                    North         East    Units  Estimated Accuracy
 OT0463;SPC SD S     -   111,900.      316,560.      MT  (+/- 180 meters Scaled)
 OT0463
 OT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH951933(NAD 83)
 OT0463
 OT0463                          SUPERSEDED SURVEY CONTROL
 OT0463
 OT0463  NGVD 29 (??/??/92) 1058.640  (m)         3473.22   (f) ADJ UNCH    1 2
 OT0463
 OT0463.Superseded values are not recommended for survey control.
 OT0463
 OT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0463.See file dsdata.pdf to determine how the superseded data were derived.
 OT0463
 OT0463_MARKER: DB = BENCH MARK DISK
 OT0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0463_STAMPING: C 334 1957
 OT0463_MARK LOGO: CGS
 OT0463_PROJECTION: PROJECTING 18 CENTIMETERS
 OT0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0463+STABILITY: SURFACE MOTION
 OT0463
 OT0463  HISTORY     - Date     Condition        Report By
 OT0463  HISTORY     - 1957     MONUMENTED       CGS
 OT0463  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0463
 OT0463                          STATION DESCRIPTION
 OT0463
 OT0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0463'0.8 MI SW FROM EDGEMONT.
 OT0463'ABOUT 0.8 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0463'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 12,
 OT0463'T. 9 S., R. 2 E., 185 FEET NORTHEAST OF THE CENTER OF THE
 OT0463'CROSSING OF STATE HIGHWAY 52, 95 FEET EAST OF THE EAST RAIL OF THE
 OT0463'MAIN TRACK, 133 FEET NORTHEAST OF A SEMAPHORE, 154 FEET
 OT0463'NORTH OF A FENCE CORNER POST, 60 FEET SOUTHEAST OF A TELEPHONE
 OT0463'POLE, 2 1/2 FEET WEST OF THE FENCE LINE, 2 FEET EAST OF A CONCRETE
 OT0463'WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 OT0463'INCHES.
 OT0463
 OT0463                          STATION RECOVERY (1985)
 OT0463
 OT0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0463'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0823 ***********************************************************************
 OT0823  DESIGNATION -  C 335 RESET
 OT0823  PID         -  OT0823
 OT0823  STATE/COUNTY-  SD/FALL RIVER
 OT0823  COUNTRY     -  US
 OT0823  USGS QUAD   -  EDGEMONT SW (2017)
 OT0823
 OT0823                         *CURRENT SURVEY CONTROL
 OT0823  ______________________________________________________________________
 OT0823* NAD 83(1986) POSITION- 43 18 16.     (N) 103 59 42.     (W)   SCALED
 OT0823* NAVD 88 ORTHO HEIGHT -  1155.70  (meters)     3791.7   (feet) RESET
 OT0823  ______________________________________________________________________
 OT0823  GEOID HEIGHT    -        -14.939 (meters)                     GEOID18
 OT0823  VERT ORDER      -  THIRD
 OT0823
 OT0823.The horizontal coordinates were scaled from a map and have
 OT0823.an estimated accuracy of +/- 6 seconds.
 OT0823
 OT0823.The orthometric height was computed from unverified reset data.
 OT0823
 OT0823.No vertical observational check was made to the station.
 OT0823
 OT0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0823.GEOID18 height accuracy estimate available here.
 OT0823
 OT0823.Click photographs - Photos may exist for this station.
 OT0823
 OT0823;                    North         East    Units  Estimated Accuracy
 OT0823;SPC SD S     -   114,430.      303,020.      MT  (+/- 180 meters Scaled)
 OT0823
 OT0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH815951(NAD 83)
 OT0823
 OT0823                          SUPERSEDED SURVEY CONTROL
 OT0823
 OT0823  NGVD 29 (04/17/07) 1155.13   (m)         3789.8    (f) RESET       3  
 OT0823
 OT0823.Superseded values are not recommended for survey control.
 OT0823
 OT0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0823.See file dsdata.pdf to determine how the superseded data were derived.
 OT0823
 OT0823_MARKER: DV = VERTICAL CONTROL DISK
 OT0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0823_STAMPING: C 335 RESET 1986
 OT0823_MARK LOGO: NGS
 OT0823_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0823+STABILITY: SURFACE MOTION
 OT0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0823+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0823
 OT0823  HISTORY     - Date     Condition        Report By
 OT0823  HISTORY     - 1986     MONUMENTED       NGS
 OT0823
 OT0823                          STATION DESCRIPTION
 OT0823
 OT0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OT0823'15.5 KM (9.65 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0823'STATE HIGHWAY 471 IN EDGEMONT, 22.9 M (75.1 FT) NORTH FROM THE CENTER
 OT0823'OF 18, 0.2 KM (0.10 MI) WEST OF AN APPROACH FROM NORTH AND A CATTLE
 OT0823'GUARD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT)
 OT0823'SOUTH FROM THE RIGHT OF WAY FENCE, IN THE TOP OF AN 8-INCH CONCRETE
 OT0823'POST THAT PROJECTS 0.15 M (0.5 FT) IN SECTION 33, T 8 S, R 1 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0211 ***********************************************************************
 OR0211  DESIGNATION -  C 336
 OR0211  PID         -  OR0211
 OR0211  STATE/COUNTY-  SD/CHARLES MIX
 OR0211  COUNTRY     -  US
 OR0211  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0211
 OR0211                         *CURRENT SURVEY CONTROL
 OR0211  ______________________________________________________________________
 OR0211* NAD 83(1986) POSITION- 43 09 17.     (N) 098 43 29.     (W)   SCALED
 OR0211* NAVD 88 ORTHO HEIGHT -   457.676 (meters)     1501.56  (feet) ADJUSTED
 OR0211  ______________________________________________________________________
 OR0211  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 OR0211  DYNAMIC HEIGHT  -        457.520 (meters)     1501.05  (feet) COMP
 OR0211  MODELED GRAVITY -    980,266.5   (mgal)                       NAVD 88
 OR0211
 OR0211  VERT ORDER      -  FIRST     CLASS II
 OR0211
 OR0211.The horizontal coordinates were scaled from a map and have
 OR0211.an estimated accuracy of +/- 6 seconds.
 OR0211
 OR0211.The orthometric height was determined by differential leveling and
 OR0211.adjusted by the NATIONAL GEODETIC SURVEY
 OR0211.in June 1991.
 OR0211
 OR0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0211.GEOID18 height accuracy estimate available here.
 OR0211
 OR0211.Click photographs - Photos may exist for this station.
 OR0211
 OR0211.The dynamic height is computed by dividing the NAVD 88
 OR0211.geopotential number by the normal gravity value computed on the
 OR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0211.degrees latitude (g = 980.6199 gals.).
 OR0211
 OR0211.The modeled gravity was interpolated from observed gravity values.
 OR0211
 OR0211;                    North         East    Units  Estimated Accuracy
 OR0211;SPC SD S     -    92,520.      730,820.      MT  (+/- 180 meters Scaled)
 OR0211
 OR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN223780(NAD 83)
 OR0211
 OR0211                          SUPERSEDED SURVEY CONTROL
 OR0211
 OR0211  NGVD 29 (??/??/92)  457.358  (m)         1500.52   (f) ADJ UNCH    1 2
 OR0211
 OR0211.Superseded values are not recommended for survey control.
 OR0211
 OR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0211.See file dsdata.pdf to determine how the superseded data were derived.
 OR0211
 OR0211_MARKER: DB = BENCH MARK DISK
 OR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0211_STAMPING: C 336 1949
 OR0211_MARK LOGO: CGS
 OR0211_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0211+STABILITY: SURFACE MOTION
 OR0211
 OR0211  HISTORY     - Date     Condition        Report By
 OR0211  HISTORY     - 1949     MONUMENTED       CGS
 OR0211  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0211
 OR0211                          STATION DESCRIPTION
 OR0211
 OR0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0211'4.9 MI E FROM WHEELER.
 OR0211'4.9 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0211'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY 281 AT WHEELER, AT THE
 OR0211'SUMMIT OF A HILL SLOPING TO THE SOUTHWEST, ON THE OUTSIDE OF A
 OR0211'CURVE WITH TANGENTS LEADING EAST AND SOUTHWEST, 60.0 FEET
 OR0211'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42.0 FEET NORTH
 OR0211'OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST AND CURVING
 OR0211'NORTH INTO A FIELD, 17.0 FEET NORTHWEST OF A TELEPHONE POLE,
 OR0211'0.9 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST,
 OR0211'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 OR0211'THE GROUND.
 OR0211
 OR0211                          STATION RECOVERY (2013)
 OR0211
 OR0211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0098 ***********************************************************************
 NN0098  DESIGNATION -  C 337
 NN0098  PID         -  NN0098
 NN0098  STATE/COUNTY-  SD/CHARLES MIX
 NN0098  COUNTRY     -  US
 NN0098  USGS QUAD   -  MARTY (2017)
 NN0098
 NN0098                         *CURRENT SURVEY CONTROL
 NN0098  ______________________________________________________________________
 NN0098* NAD 83(1986) POSITION- 42 58 48.     (N) 098 28 55.     (W)   SCALED
 NN0098* NAVD 88 ORTHO HEIGHT -   380.000 (meters)     1246.72  (feet) ADJUSTED
 NN0098  ______________________________________________________________________
 NN0098  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 NN0098  DYNAMIC HEIGHT  -        379.871 (meters)     1246.29  (feet) COMP
 NN0098  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 NN0098
 NN0098  VERT ORDER      -  SECOND    CLASS 0
 NN0098
 NN0098.The horizontal coordinates were scaled from a map and have
 NN0098.an estimated accuracy of +/- 6 seconds.
 NN0098
 NN0098.The orthometric height was determined by differential leveling and
 NN0098.adjusted by the NATIONAL GEODETIC SURVEY
 NN0098.in June 1991.
 NN0098
 NN0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0098.GEOID18 height accuracy estimate available here.
 NN0098
 NN0098.Click photographs - Photos may exist for this station.
 NN0098
 NN0098.The dynamic height is computed by dividing the NAVD 88
 NN0098.geopotential number by the normal gravity value computed on the
 NN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0098.degrees latitude (g = 980.6199 gals.).
 NN0098
 NN0098.The modeled gravity was interpolated from observed gravity values.
 NN0098
 NN0098;                    North         East    Units  Estimated Accuracy
 NN0098;SPC SD S     -    73,520.      751,000.      MT  (+/- 180 meters Scaled)
 NN0098
 NN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN422587(NAD 83)
 NN0098
 NN0098                          SUPERSEDED SURVEY CONTROL
 NN0098
 NN0098  NGVD 29 (??/??/92)  379.713  (m)         1245.78   (f) ADJ UNCH    2 0
 NN0098
 NN0098.Superseded values are not recommended for survey control.
 NN0098
 NN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0098.See file dsdata.pdf to determine how the superseded data were derived.
 NN0098
 NN0098_MARKER: DB = BENCH MARK DISK
 NN0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0098_STAMPING: C 337 1949
 NN0098_MARK LOGO: CGS
 NN0098_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0098+STABILITY: SURFACE MOTION
 NN0098
 NN0098  HISTORY     - Date     Condition        Report By
 NN0098  HISTORY     - 1949     MONUMENTED       CGS
 NN0098
 NN0098                          STATION DESCRIPTION
 NN0098
 NN0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0098'7.8 MI NW FROM GREENWOOD.
 NN0098'7.85 MILES NORTHWEST ALONG A DIRT ROAD FROM THE YANKTON INDIAN
 NN0098'AGENCY AT GREENWOOD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NN0098'LEADING NORTH AND EAST, 301.0 FEET SOUTH OF THE CENTER LINE OF THE
 NN0098'MAIN ROAD, 27.0 FEET EAST OF THE CENTER LINE OF A FIELD ROAD
 NN0098'LEADING SOUTH THROUGH A FIELD, IN THE NORTHWEST CORNER OF A GROVE
 NN0098'OF TREES AND IN LINE WITH THE MOST NORTHERLY ROW, 8.0 FEET WEST
 NN0098'OF THE MOST NORTHWESTERLY 8-INCH TREE, 1.3 FEET NORTH OF A
 NN0098'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NN0098'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0
 NN0098'MILE SOUTH OF BENCH MARK D 337 1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0057 ***********************************************************************
 NN0057  DESIGNATION -  C 338 RESET
 NN0057  PID         -  NN0057
 NN0057  STATE/COUNTY-  SD/CHARLES MIX
 NN0057  COUNTRY     -  US
 NN0057  USGS QUAD   -  LYNCH NE (2017)
 NN0057
 NN0057                         *CURRENT SURVEY CONTROL
 NN0057  ______________________________________________________________________
 NN0057* NAD 83(1986) POSITION- 42 54 01.     (N) 098 19 26.     (W)   SCALED
 NN0057* NAVD 88 ORTHO HEIGHT -   378.60  (meters)     1242.1   (feet) RESET
 NN0057  ______________________________________________________________________
 NN0057  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 NN0057  VERT ORDER      -  THIRD
 NN0057
 NN0057.The horizontal coordinates were scaled from a map and have
 NN0057.an estimated accuracy of +/- 6 seconds.
 NN0057
 NN0057.The orthometric height was computed from unverified reset data.
 NN0057
 NN0057.No vertical observational check was made to the station.
 NN0057
 NN0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0057.GEOID18 height accuracy estimate available here.
 NN0057
 NN0057.Click photographs - Photos may exist for this station.
 NN0057
 NN0057;                    North         East    Units  Estimated Accuracy
 NN0057;SPC SD S     -    64,970.      764,100.      MT  (+/- 180 meters Scaled)
 NN0057
 NN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN551499(NAD 83)
 NN0057
 NN0057                          SUPERSEDED SURVEY CONTROL
 NN0057
 NN0057  NGVD 29 (04/17/07)  378.34   (m)         1241.3    (f) RESET       3  
 NN0057
 NN0057.Superseded values are not recommended for survey control.
 NN0057
 NN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0057.See file dsdata.pdf to determine how the superseded data were derived.
 NN0057
 NN0057_MARKER: DV = VERTICAL CONTROL DISK
 NN0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0057_SP_SET: PILLAR
 NN0057_STAMPING: C 338 RESET 1974
 NN0057_MARK LOGO: NGS
 NN0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0057
 NN0057  HISTORY     - Date     Condition        Report By
 NN0057  HISTORY     - 1974     MONUMENTED       NGS
 NN0057
 NN0057                          STATION DESCRIPTION
 NN0057
 NN0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NN0057'4.3 MI ESE FROM GREENWOOD.
 NN0057'1.3 MILES EAST ALONG A GRAVELED ROAD FROM THE SCHOOL BUILDING IN
 NN0057'GREENWOOD TO A ROAD FORKS, CONTINUE EAST-SOUTHEASTERLY ON MAIN
 NN0057'ROAD FOR 3.0 MILES, 0.3 MILE EAST OF A CURVE WITH TANGENTS
 NN0057'LEADING EAST AND NORTH, 129 FEET SOUTH OF THE CENTER OF THE ROAD,
 NN0057'2 FEET ABOVE GROUND LEVEL, AND SET IN A DRILL HOLE IN THE TOP
 NN0057'OF THE ROUND CONCRETE PILLAR SUPPORTING THE NORTHWEST LEG OF A
 NN0057'4-LEGGED ELECTRIC TRANSMISSION TOWER - NO. 103-5, PROPERTY OF
 NN0057'THE U.S. DEPARTMENT OF INTERIOR.  THE TO REACH DISTANCE
 NN0057'MAY BE SLIGHTLY SHORTER DUE TO REGRADING OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0190 ***********************************************************************
 OR0190  DESIGNATION -  C 339
 OR0190  PID         -  OR0190
 OR0190  STATE/COUNTY-  SD/GREGORY
 OR0190  COUNTRY     -  US
 OR0190  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0190
 OR0190                         *CURRENT SURVEY CONTROL
 OR0190  ______________________________________________________________________
 OR0190* NAD 83(1986) POSITION- 43 09 59.     (N) 098 53 17.     (W)   SCALED
 OR0190* NAVD 88 ORTHO HEIGHT -   392.242 (meters)     1286.88  (feet) ADJUSTED
 OR0190  ______________________________________________________________________
 OR0190  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 OR0190  DYNAMIC HEIGHT  -        392.106 (meters)     1286.43  (feet) COMP
 OR0190  MODELED GRAVITY -    980,263.0   (mgal)                       NAVD 88
 OR0190
 OR0190  VERT ORDER      -  FIRST     CLASS II
 OR0190
 OR0190.The horizontal coordinates were scaled from a map and have
 OR0190.an estimated accuracy of +/- 6 seconds.
 OR0190
 OR0190.The orthometric height was determined by differential leveling and
 OR0190.adjusted by the NATIONAL GEODETIC SURVEY
 OR0190.in June 1991.
 OR0190
 OR0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0190.GEOID18 height accuracy estimate available here.
 OR0190
 OR0190.Click photographs - Photos may exist for this station.
 OR0190
 OR0190.The dynamic height is computed by dividing the NAVD 88
 OR0190.geopotential number by the normal gravity value computed on the
 OR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0190.degrees latitude (g = 980.6199 gals.).
 OR0190
 OR0190.The modeled gravity was interpolated from observed gravity values.
 OR0190
 OR0190;                    North         East    Units  Estimated Accuracy
 OR0190;SPC SD S     -    93,570.      717,520.      MT  (+/- 180 meters Scaled)
 OR0190
 OR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN090792(NAD 83)
 OR0190
 OR0190                          SUPERSEDED SURVEY CONTROL
 OR0190
 OR0190  NGVD 29 (??/??/92)  391.914  (m)         1285.80   (f) ADJ UNCH    1 2
 OR0190
 OR0190.Superseded values are not recommended for survey control.
 OR0190
 OR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0190.See file dsdata.pdf to determine how the superseded data were derived.
 OR0190
 OR0190_MARKER: DD = SURVEY DISK
 OR0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0190_STAMPING: C 339
 OR0190_MARK LOGO: USACE
 OR0190_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0190+STABILITY: SURFACE MOTION
 OR0190
 OR0190  HISTORY     - Date     Condition        Report By
 OR0190  HISTORY     - UNK      MONUMENTED       USACE
 OR0190  HISTORY     - 1949     GOOD             CGS
 OR0190  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0190
 OR0190                          STATION DESCRIPTION
 OR0190
 OR0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0190'11.5 MI NE FROM BONESTEEL.
 OR0190'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0190'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE
 OR0190'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES EASTERLY
 OR0190'ALONG A GRAVEL ROAD, THENCE 6.0 MILES NORTHEAST ALONG A GRAVEL
 OR0190'ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A FIELD ROAD, THENCE
 OR0190'0.3 MILE SOUTH ALONG A FIELD ROAD, ALONG A NORTH-SOUTH FENCE,
 OR0190'44.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 16.0 FEET SOUTH
 OR0190'OF THE CENTER LINE OF A GATE, 0.4 MILE NORTH OF A CURVE
 OR0190'WITH TANGENTS LEADING NORTH AND EAST, 2.9 FEET WEST OF A FENCE,
 OR0190'2.3 FEET EAST OF A GUARD POST, 2.3 FEET SOUTHWEST OF A GUARD
 OR0190'POST, 2.3 FEET NORTHWEST OF A GUARD POST, AND BOLTED ON THE
 OR0190'TOP OF A 10-FOOT SECTION OF REINFORCING STEEL SET IN
 OR0190'CONCRETE AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0190
 OR0190                          STATION RECOVERY (2013)
 OR0190
 OR0190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0234 ***********************************************************************
 QT0234  DESIGNATION -  C 34
 QT0234  PID         -  QT0234
 QT0234  STATE/COUNTY-  SD/HARDING
 QT0234  COUNTRY     -  US
 QT0234  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 QT0234
 QT0234                         *CURRENT SURVEY CONTROL
 QT0234  ______________________________________________________________________
 QT0234* NAD 83(1986) POSITION- 45 55 17.     (N) 103 22 35.     (W)   SCALED
 QT0234* NAVD 88 ORTHO HEIGHT -   872.216 (meters)     2861.60  (feet) ADJUSTED
 QT0234  ______________________________________________________________________
 QT0234  GEOID HEIGHT    -        -15.874 (meters)                     GEOID18
 QT0234  DYNAMIC HEIGHT  -        872.123 (meters)     2861.29  (feet) COMP
 QT0234  MODELED GRAVITY -    980,478.2   (mgal)                       NAVD 88
 QT0234
 QT0234  VERT ORDER      -  FIRST     CLASS II
 QT0234
 QT0234.The horizontal coordinates were scaled from a map and have
 QT0234.an estimated accuracy of +/- 6 seconds.
 QT0234
 QT0234.The orthometric height was determined by differential leveling and
 QT0234.adjusted by the NATIONAL GEODETIC SURVEY
 QT0234.in June 1991.
 QT0234
 QT0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0234.GEOID18 height accuracy estimate available here.
 QT0234
 QT0234.Click photographs - Photos may exist for this station.
 QT0234
 QT0234.The dynamic height is computed by dividing the NAVD 88
 QT0234.geopotential number by the normal gravity value computed on the
 QT0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0234.degrees latitude (g = 980.6199 gals.).
 QT0234
 QT0234.The modeled gravity was interpolated from observed gravity values.
 QT0234
 QT0234;                    North         East    Units  Estimated Accuracy
 QT0234;SPC SD N     -   237,510.      338,150.      MT  (+/- 180 meters Scaled)
 QT0234
 QT0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL258865(NAD 83)
 QT0234
 QT0234                          SUPERSEDED SURVEY CONTROL
 QT0234
 QT0234  NGVD 29 (??/??/92)  871.733  (m)         2860.01   (f) ADJ UNCH    1 2
 QT0234
 QT0234.Superseded values are not recommended for survey control.
 QT0234
 QT0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0234.See file dsdata.pdf to determine how the superseded data were derived.
 QT0234
 QT0234_MARKER: DB = BENCH MARK DISK
 QT0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0234_STAMPING: C 34 1934
 QT0234_MARK LOGO: CGS
 QT0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0234+STABILITY: SURFACE MOTION
 QT0234
 QT0234  HISTORY     - Date     Condition        Report By
 QT0234  HISTORY     - 1934     MONUMENTED       CGS
 QT0234  HISTORY     - 1965     GOOD             CGS
 QT0234  HISTORY     - 1973     GOOD             NGS
 QT0234  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0234
 QT0234                          STATION DESCRIPTION
 QT0234
 QT0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QT0234'6.1 MI N FROM LUDLOW.
 QT0234'6.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM LUDLOW, HARDING
 QT0234'COUNTY, ABOUT 90 FEET NORTHEAST OF A SMALL CONCRETE CULVERT,
 QT0234'88 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN A FENCE
 QT0234'CORNER, AND 36 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 QT0234'STANDARD DISK, STAMPED C 34 1934 AND SET IN THE TOP OF A CONCRETE
 QT0234'POST.
 QT0234
 QT0234                          STATION RECOVERY (1973)
 QT0234
 QT0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QT0234'RECOVERED IN GOOD CONDITION.
 QT0234
 QT0234                          STATION RECOVERY (1998)
 QT0234
 QT0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0234'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0590 ***********************************************************************
 OR0590  DESIGNATION -  C 340
 OR0590  PID         -  OR0590
 OR0590  STATE/COUNTY-  SD/GREGORY
 OR0590  COUNTRY     -  US
 OR0590  USGS QUAD   -  LUCAS (2017)
 OR0590
 OR0590                         *CURRENT SURVEY CONTROL
 OR0590  ______________________________________________________________________
 OR0590* NAD 83(1986) POSITION- 43 17 51.     (N) 099 09 23.     (W)   SCALED
 OR0590* NAVD 88 ORTHO HEIGHT -   571.323 (meters)     1874.42  (feet) ADJUSTED
 OR0590  ______________________________________________________________________
 OR0590  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 OR0590  DYNAMIC HEIGHT  -        571.118 (meters)     1873.74  (feet) COMP
 OR0590  MODELED GRAVITY -    980,242.9   (mgal)                       NAVD 88
 OR0590
 OR0590  VERT ORDER      -  SECOND    CLASS 0
 OR0590
 OR0590.The horizontal coordinates were scaled from a map and have
 OR0590.an estimated accuracy of +/- 6 seconds.
 OR0590
 OR0590.The orthometric height was determined by differential leveling and
 OR0590.adjusted by the NATIONAL GEODETIC SURVEY
 OR0590.in June 1991.
 OR0590
 OR0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0590.GEOID18 height accuracy estimate available here.
 OR0590
 OR0590.Click photographs - Photos may exist for this station.
 OR0590
 OR0590.The dynamic height is computed by dividing the NAVD 88
 OR0590.geopotential number by the normal gravity value computed on the
 OR0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0590.degrees latitude (g = 980.6199 gals.).
 OR0590
 OR0590.The modeled gravity was interpolated from observed gravity values.
 OR0590
 OR0590;                    North         East    Units  Estimated Accuracy
 OR0590;SPC SD S     -   107,790.      695,490.      MT  (+/- 180 meters Scaled)
 OR0590
 OR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN873938(NAD 83)
 OR0590
 OR0590                          SUPERSEDED SURVEY CONTROL
 OR0590
 OR0590  NGVD 29 (??/??/92)  570.974  (m)         1873.27   (f) ADJ UNCH    2 0
 OR0590
 OR0590.Superseded values are not recommended for survey control.
 OR0590
 OR0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0590.See file dsdata.pdf to determine how the superseded data were derived.
 OR0590
 OR0590_MARKER: DB = BENCH MARK DISK
 OR0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0590_STAMPING: C 340 1949
 OR0590_MARK LOGO: CGS
 OR0590_PROJECTION: FLUSH
 OR0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0590+STABILITY: SURFACE MOTION
 OR0590
 OR0590  HISTORY     - Date     Condition        Report By
 OR0590  HISTORY     - 1949     MONUMENTED       CGS
 OR0590  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0590
 OR0590                          STATION DESCRIPTION
 OR0590
 OR0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0590'18.4 MI NE FROM GREGORY.
 OR0590'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0590'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0590'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0590'ROAD, THENCE 2.05 MILES NORTHEAST ALONG A DIRT ROAD, ON THE
 OR0590'NORTH SLOPE OF A HILL, 0.2 MILE SOUTHWEST OF A BRIDGE OVER
 OR0590'NORTH FORK WHETSTONE CREEK, IN LINE WITH THE NORTH SIDE OF A
 OR0590'BARN, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 30.1 FEET
 OR0590'NORTH OF THE SOUTHWEST CORNER OF THE BARN, 2.4 FEET WEST OF THE
 OR0590'NORTHWEST CORNER OF THE BARN, 2.0 FEET NORTH OF A REFERENCE
 OR0590'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 OR0590'GROUND.
 OR0590
 OR0590                          STATION RECOVERY (1971)
 OR0590
 OR0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0590'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0265 ***********************************************************************
 OQ0265  DESIGNATION -  C 341
 OQ0265  PID         -  OQ0265
 OQ0265  STATE/COUNTY-  SD/MINNEHAHA
 OQ0265  COUNTRY     -  US
 OQ0265  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0265
 OQ0265                         *CURRENT SURVEY CONTROL
 OQ0265  ______________________________________________________________________
 OQ0265* NAD 83(1986) POSITION- 43 32 38.     (N) 096 44 30.     (W)   SCALED
 OQ0265* NAVD 88 ORTHO HEIGHT -   451.333 (meters)     1480.75  (feet) ADJUSTED
 OQ0265  ______________________________________________________________________
 OQ0265  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 OQ0265  DYNAMIC HEIGHT  -        451.214 (meters)     1480.36  (feet) COMP
 OQ0265  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 OQ0265
 OQ0265  VERT ORDER      -  FIRST     CLASS II
 OQ0265
 OQ0265.The horizontal coordinates were scaled from a map and have
 OQ0265.an estimated accuracy of +/- 6 seconds.
 OQ0265
 OQ0265.The orthometric height was determined by differential leveling and
 OQ0265.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0265.in June 1991.
 OQ0265
 OQ0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0265.GEOID18 height accuracy estimate available here.
 OQ0265
 OQ0265.Click photographs - Photos may exist for this station.
 OQ0265
 OQ0265.The dynamic height is computed by dividing the NAVD 88
 OQ0265.geopotential number by the normal gravity value computed on the
 OQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0265.degrees latitude (g = 980.6199 gals.).
 OQ0265
 OQ0265.The modeled gravity was interpolated from observed gravity values.
 OQ0265
 OQ0265;                    North         East    Units  Estimated Accuracy
 OQ0265;SPC SD S     -   140,760.      890,150.      MT  (+/- 180 meters Scaled)
 OQ0265
 OQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP824236(NAD 83)
 OQ0265
 OQ0265                          SUPERSEDED SURVEY CONTROL
 OQ0265
 OQ0265  NGVD 29 (??/??/92)  451.056  (m)         1479.84   (f) ADJ UNCH    1 2
 OQ0265
 OQ0265.Superseded values are not recommended for survey control.
 OQ0265
 OQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0265.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0265
 OQ0265_MARKER: DB = BENCH MARK DISK
 OQ0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0265_SP_SET: OVERPASS
 OQ0265_STAMPING: C 341 1949
 OQ0265_MARK LOGO: CGS
 OQ0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0265
 OQ0265  HISTORY     - Date     Condition        Report By
 OQ0265  HISTORY     - 1949     MONUMENTED       CGS
 OQ0265  HISTORY     - 19900516 MARK NOT FOUND   NGS
 OQ0265  HISTORY     - 20110228 MARK NOT FOUND   INDIV
 OQ0265
 OQ0265                          STATION DESCRIPTION
 OQ0265
 OQ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0265'0.7 MI W FROM SIOUX FALLS.
 OQ0265'0.7 MILE WEST ALONG TWELFTH STREET FROM THE WASHINGTON HIGH
 OQ0265'SCHOOL AT SIOUX FALLS, AT THE NORTHEAST CORNER OF AN OVERPASS
 OQ0265'OVER THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY AND
 OQ0265'THE GREAT NORTHERN RAILWAY, 4.7 FEET NORTH OF THE NORTH EDGE
 OQ0265'OF A CONCRETE GUARD RAIL ALONG THE NORTH SIDE OF THE OVERPASS,
 OQ0265'2.9 FEET WEST OF THE EAST END OF AND SET IN THE TOP OF THE
 OQ0265'CONCRETE CURB ALONG THE NORTH SIDE OF THE SIDEWALK ALONG THE
 OQ0265'NORTH SIDE OF THE OVERPASS.
 OQ0265
 OQ0265                          STATION RECOVERY (1990)
 OQ0265
 OQ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0265'THE BRIDGE AT THIS LOCATION HAS BEEN WIDENED.
 OQ0265
 OQ0265                          STATION RECOVERY (2011)
 OQ0265
 OQ0265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0405 ***********************************************************************
 PR0405  DESIGNATION -  C 342
 PR0405  PID         -  PR0405
 PR0405  STATE/COUNTY-  SD/HAMLIN
 PR0405  COUNTRY     -  US
 PR0405  USGS QUAD   -  LAKE NORDEN (2017)
 PR0405
 PR0405                         *CURRENT SURVEY CONTROL
 PR0405  ______________________________________________________________________
 PR0405* NAD 83(1986) POSITION- 44 35 09.     (N) 097 07 38.     (W)   SCALED
 PR0405* NAVD 88 ORTHO HEIGHT -   510.618 (meters)     1675.25  (feet) ADJUSTED
 PR0405  ______________________________________________________________________
 PR0405  GEOID HEIGHT    -        -24.906 (meters)                     GEOID18
 PR0405  DYNAMIC HEIGHT  -        510.535 (meters)     1674.98  (feet) COMP
 PR0405  MODELED GRAVITY -    980,439.0   (mgal)                       NAVD 88
 PR0405
 PR0405  VERT ORDER      -  SECOND    CLASS 0
 PR0405
 PR0405.The horizontal coordinates were scaled from a map and have
 PR0405.an estimated accuracy of +/- 6 seconds.
 PR0405
 PR0405.The orthometric height was determined by differential leveling and
 PR0405.adjusted by the NATIONAL GEODETIC SURVEY
 PR0405.in June 1991.
 PR0405
 PR0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0405.GEOID18 height accuracy estimate available here.
 PR0405
 PR0405.Click photographs - Photos may exist for this station.
 PR0405
 PR0405.The dynamic height is computed by dividing the NAVD 88
 PR0405.geopotential number by the normal gravity value computed on the
 PR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0405.degrees latitude (g = 980.6199 gals.).
 PR0405
 PR0405.The modeled gravity was interpolated from observed gravity values.
 PR0405
 PR0405;                    North         East    Units  Estimated Accuracy
 PR0405;SPC SD N     -    87,670.      828,080.      MT  (+/- 180 meters Scaled)
 PR0405
 PR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ486386(NAD 83)
 PR0405
 PR0405                          SUPERSEDED SURVEY CONTROL
 PR0405
 PR0405  NGVD 29 (??/??/92)  510.341  (m)         1674.34   (f) ADJ UNCH    2 0
 PR0405
 PR0405.Superseded values are not recommended for survey control.
 PR0405
 PR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0405.See file dsdata.pdf to determine how the superseded data were derived.
 PR0405
 PR0405_MARKER: DB = BENCH MARK DISK
 PR0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0405_STAMPING: C 342 1949
 PR0405_MARK LOGO: CGS
 PR0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0405+STABILITY: SURFACE MOTION
 PR0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0405+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2006
 PR0405
 PR0405  HISTORY     - Date     Condition        Report By
 PR0405  HISTORY     - 1949     MONUMENTED       CGS
 PR0405  HISTORY     - 20061129 GOOD             INDIV
 PR0405
 PR0405                          STATION DESCRIPTION
 PR0405
 PR0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0405'4.7 MI E FROM LAKE NORDEN.
 PR0405'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 PR0405'RAILROAD STATION AT LAKE NORDEN, THENCE 4.3 MILES EAST ALONG
 PR0405'STATE HIGHWAY 28, AT A JUNCTION OF U.S. HIGHWAY 81 AND STATE
 PR0405'HIGHWAY 28, 100 YARDS (PACED) SOUTH OF THE EXTENDED CENTER
 PR0405'LINE OF STATE HIGHWAY 28, 115.2 FEET SOUTH OF THE SOUTHWEST
 PR0405'CORNER OF THE EAST PORTION OF ALSVILLE SERVICE STATION AND
 PR0405'TAVERN, 114.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81,
 PR0405'45.5 FEET NORTH OF A FENCE, 27.4 FEET WEST NORTHWEST OF A
 PR0405'12-INCH CHINESE ELM TREE, IN LINE WITH A ROW OF SHORT POSTS
 PR0405'ALONG THE EAST SIDE OF A PARKING AREA, AND SET IN THE TOP OF A
 PR0405'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 PR0405
 PR0405                          STATION RECOVERY (2006)
 PR0405
 PR0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 PR0405'TREES WILL MAKE GPS OBSERVATION IFFY IN THE NEAR FUTURE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0749 ***********************************************************************
 NM0749  DESIGNATION -  C 343
 NM0749  PID         -  NM0749
 NM0749  STATE/COUNTY-  SD/CLAY
 NM0749  COUNTRY     -  US
 NM0749  USGS QUAD   -  VERMILLION (2017)
 NM0749
 NM0749                         *CURRENT SURVEY CONTROL
 NM0749  ______________________________________________________________________
 NM0749* NAD 83(1986) POSITION- 42 47 11.     (N) 096 58 02.     (W)   SCALED
 NM0749* NAVD 88 ORTHO HEIGHT -   349.693 (meters)     1147.28  (feet) ADJUSTED
 NM0749  ______________________________________________________________________
 NM0749  GEOID HEIGHT    -        -25.609 (meters)                     GEOID18
 NM0749  DYNAMIC HEIGHT  -        349.590 (meters)     1146.95  (feet) COMP
 NM0749  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 NM0749
 NM0749  VERT ORDER      -  SECOND    CLASS 0
 NM0749
 NM0749.The horizontal coordinates were scaled from a map and have
 NM0749.an estimated accuracy of +/- 6 seconds.
 NM0749
 NM0749.The orthometric height was determined by differential leveling and
 NM0749.adjusted by the NATIONAL GEODETIC SURVEY
 NM0749.in June 1991.
 NM0749
 NM0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0749.GEOID18 height accuracy estimate available here.
 NM0749
 NM0749.Click photographs - Photos may exist for this station.
 NM0749
 NM0749.The dynamic height is computed by dividing the NAVD 88
 NM0749.geopotential number by the normal gravity value computed on the
 NM0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0749.degrees latitude (g = 980.6199 gals.).
 NM0749
 NM0749.The modeled gravity was interpolated from observed gravity values.
 NM0749
 NM0749;                    North         East    Units  Estimated Accuracy
 NM0749;SPC SD S     -    55,910.      875,350.      MT  (+/- 180 meters Scaled)
 NM0749
 NM0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN662390(NAD 83)
 NM0749
 NM0749                          SUPERSEDED SURVEY CONTROL
 NM0749
 NM0749  NGVD 29 (??/??/92)  349.486  (m)         1146.61   (f) ADJ UNCH    2 0
 NM0749
 NM0749.Superseded values are not recommended for survey control.
 NM0749
 NM0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0749.See file dsdata.pdf to determine how the superseded data were derived.
 NM0749
 NM0749_MARKER: DB = BENCH MARK DISK
 NM0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0749_SP_SET: BRIDGE ABUTMENT
 NM0749_STAMPING: C 343 1949
 NM0749_MARK LOGO: CGS
 NM0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0749
 NM0749  HISTORY     - Date     Condition        Report By
 NM0749  HISTORY     - 1949     MONUMENTED       CGS
 NM0749
 NM0749                          STATION DESCRIPTION
 NM0749
 NM0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0749'1.8 MI W FROM VERMILLION.
 NM0749'1.8 MILES WEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE AT
 NM0749'VERMILLION, SET IN THE SOUTHEAST END OF THE EAST ABUTMENT OF THE
 NM0749'BRIDGE OVER CLAY CREEK DITCH, 104 FEET SOUTHWEST OF THE CENTER
 NM0749'LINE OF THE HIGHWAY, 11 FEET SOUTH OF THE CENTER LINE OF THE
 NM0749'ROAD LEADING WEST, AND 1.6 FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1097 ***********************************************************************
 NM1097  DESIGNATION -  C 344
 NM1097  PID         -  NM1097
 NM1097  STATE/COUNTY-  SD/YANKTON
 NM1097  COUNTRY     -  US
 NM1097  USGS QUAD   -  SAINT HELENA (2017)
 NM1097
 NM1097                         *CURRENT SURVEY CONTROL
 NM1097  ______________________________________________________________________
 NM1097* NAD 83(1986) POSITION- 42 49 48.     (N) 097 11 58.     (W)   SCALED
 NM1097* NAVD 88 ORTHO HEIGHT -   354.672 (meters)     1163.62  (feet) ADJUSTED
 NM1097  ______________________________________________________________________
 NM1097  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 NM1097  DYNAMIC HEIGHT  -        354.570 (meters)     1163.29  (feet) COMP
 NM1097  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 NM1097
 NM1097  VERT ORDER      -  SECOND    CLASS 0
 NM1097
 NM1097.The horizontal coordinates were scaled from a map and have
 NM1097.an estimated accuracy of +/- 6 seconds.
 NM1097
 NM1097.The orthometric height was determined by differential leveling and
 NM1097.adjusted by the NATIONAL GEODETIC SURVEY
 NM1097.in June 1991.
 NM1097
 NM1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1097.GEOID18 height accuracy estimate available here.
 NM1097
 NM1097.Click photographs - Photos may exist for this station.
 NM1097
 NM1097.The dynamic height is computed by dividing the NAVD 88
 NM1097.geopotential number by the normal gravity value computed on the
 NM1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1097.degrees latitude (g = 980.6199 gals.).
 NM1097
 NM1097.The modeled gravity was interpolated from observed gravity values.
 NM1097
 NM1097;                    North         East    Units  Estimated Accuracy
 NM1097;SPC SD S     -    60,010.      856,180.      MT  (+/- 180 meters Scaled)
 NM1097
 NM1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN471435(NAD 83)
 NM1097
 NM1097                          SUPERSEDED SURVEY CONTROL
 NM1097
 NM1097  NGVD 29 (??/??/92)  354.471  (m)         1162.96   (f) ADJ UNCH    2 0
 NM1097
 NM1097.Superseded values are not recommended for survey control.
 NM1097
 NM1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1097.See file dsdata.pdf to determine how the superseded data were derived.
 NM1097
 NM1097_MARKER: DB = BENCH MARK DISK
 NM1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1097_STAMPING: C 344 1949
 NM1097_MARK LOGO: CGS
 NM1097_PROJECTION: PROJECTING 18 CENTIMETERS
 NM1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1097+STABILITY: SURFACE MOTION
 NM1097
 NM1097  HISTORY     - Date     Condition        Report By
 NM1097  HISTORY     - 1949     MONUMENTED       CGS
 NM1097
 NM1097                          STATION DESCRIPTION
 NM1097
 NM1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1097'5.3 MI S FROM GAYVILLE.
 NM1097'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1097'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1097'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1097'WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A
 NM1097'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 NM1097'31 FEET SOUTH OF THE CENTER LINE OF A T ROAD LEADING EAST, 52
 NM1097'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 9.7 FEET
 NM1097'NORTH OF A 24-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON THE
 NM1097'NORTH SIDE OF THE TREE, 3.5 FEET EAST OF A FENCE CORNER POST,
 NM1097'1.0 FOOT NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST,
 NM1097'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.6
 NM1097'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0034 ***********************************************************************
 OR0034  DESIGNATION -  C 348
 OR0034  PID         -  OR0034
 OR0034  STATE/COUNTY-  SD/DAVISON
 OR0034  COUNTRY     -  US
 OR0034  USGS QUAD   -  LOOMIS (2017)
 OR0034
 OR0034                         *CURRENT SURVEY CONTROL
 OR0034  ______________________________________________________________________
 OR0034* NAD 83(1986) POSITION- 43 46 30.     (N) 098 02 52.     (W)   SCALED
 OR0034* NAVD 88 ORTHO HEIGHT -   394.532 (meters)     1294.39  (feet) ADJUSTED
 OR0034  ______________________________________________________________________
 OR0034  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 OR0034  DYNAMIC HEIGHT  -        394.438 (meters)     1294.09  (feet) COMP
 OR0034  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 OR0034
 OR0034  VERT ORDER      -  SECOND    CLASS 0
 OR0034
 OR0034.The horizontal coordinates were scaled from a map and have
 OR0034.an estimated accuracy of +/- 6 seconds.
 OR0034
 OR0034.The orthometric height was determined by differential leveling and
 OR0034.adjusted by the NATIONAL GEODETIC SURVEY
 OR0034.in June 1991.
 OR0034
 OR0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0034.GEOID18 height accuracy estimate available here.
 OR0034
 OR0034.Click photographs - Photos may exist for this station.
 OR0034
 OR0034.The dynamic height is computed by dividing the NAVD 88
 OR0034.geopotential number by the normal gravity value computed on the
 OR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0034.degrees latitude (g = 980.6199 gals.).
 OR0034
 OR0034.The modeled gravity was interpolated from observed gravity values.
 OR0034
 OR0034;                    North         East    Units  Estimated Accuracy
 OR0034;SPC SD S     -   162,690.      783,970.      MT  (+/- 180 meters Scaled)
 OR0034
 OR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP766473(NAD 83)
 OR0034
 OR0034                          SUPERSEDED SURVEY CONTROL
 OR0034
 OR0034  NGVD 29 (??/??/92)  394.236  (m)         1293.42   (f) ADJ UNCH    2 0
 OR0034
 OR0034.Superseded values are not recommended for survey control.
 OR0034
 OR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0034.See file dsdata.pdf to determine how the superseded data were derived.
 OR0034
 OR0034_MARKER: DB = BENCH MARK DISK
 OR0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0034_STAMPING: C 348 1964
 OR0034_MARK LOGO: CGS
 OR0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0034+STABILITY: SURFACE MOTION
 OR0034
 OR0034  HISTORY     - Date     Condition        Report By
 OR0034  HISTORY     - 1964     MONUMENTED       CGS
 OR0034
 OR0034                          STATION DESCRIPTION
 OR0034
 OR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0034'6 MI N FROM MITCHELL.
 OR0034'ABOUT 6.2 MI. N ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0034'PACIFIC RAILROAD FROM THE FEDERAL BUILDING IN MITCHELL, DAVISON
 OR0034'COUNTY, THENCE FROM INTERSECTION OF NW-SE RAILROAD AND N-W
 OR0034'AND S-E GRAVEL ROADS, E ON GRAVEL ROAD FOR 1.8 MI. TO POINT
 OR0034'WHERE ROAD TURNS SOUTH.  THE BENCH MARK IS SW OF THE CURVE
 OR0034'OF THE ROAD, 55 FT S OF CENTERLINE EXTENDED OF E-W GRAVEL ROAD,
 OR0034'131 FT W OF CENTERLINE EXTENDED OF N-S GRAVEL ROAD, 41 FT S
 OR0034'OF ACTUAL CENTERLINE ON CURVE OF E-W GRAVEL ROAD AS THE ROAD
 OR0034'ENTERS CURVE FROM THE WEST, 1.5 FT N OF WITNESS POST PLAQUE
 OR0034'ON STEEL POST.  A STD. DISK STAMPED C 348 1964 SET IN THE TOP
 OR0034'OF A 9 IN DIAMETER CONCRETE MONUMENT PROJECTING 5 IN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0420 ***********************************************************************
 OR0420  DESIGNATION -  C 349
 OR0420  PID         -  OR0420
 OR0420  STATE/COUNTY-  SD/BUFFALO
 OR0420  COUNTRY     -  US
 OR0420  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0420
 OR0420                         *CURRENT SURVEY CONTROL
 OR0420  ______________________________________________________________________
 OR0420* NAD 83(1986) POSITION- 43 57 50.     (N) 099 18 22.     (W)   SCALED
 OR0420* NAVD 88 ORTHO HEIGHT -   488.286 (meters)     1601.99  (feet) ADJUSTED
 OR0420  ______________________________________________________________________
 OR0420  GEOID HEIGHT    -        -25.200 (meters)                     GEOID18
 OR0420  DYNAMIC HEIGHT  -        488.172 (meters)     1601.61  (feet) COMP
 OR0420  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OR0420
 OR0420  VERT ORDER      -  FIRST     CLASS II
 OR0420
 OR0420.The horizontal coordinates were scaled from a map and have
 OR0420.an estimated accuracy of +/- 6 seconds.
 OR0420
 OR0420.The orthometric height was determined by differential leveling and
 OR0420.adjusted by the NATIONAL GEODETIC SURVEY
 OR0420.in June 1991.
 OR0420
 OR0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0420.GEOID18 height accuracy estimate available here.
 OR0420
 OR0420.Click photographs - Photos may exist for this station.
 OR0420
 OR0420.The dynamic height is computed by dividing the NAVD 88
 OR0420.geopotential number by the normal gravity value computed on the
 OR0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0420.degrees latitude (g = 980.6199 gals.).
 OR0420
 OR0420.The modeled gravity was interpolated from observed gravity values.
 OR0420
 OR0420;                    North         East    Units  Estimated Accuracy
 OR0420;SPC SD S     -   181,650.      682,430.      MT  (+/- 180 meters Scaled)
 OR0420
 OR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP754679(NAD 83)
 OR0420
 OR0420                          SUPERSEDED SURVEY CONTROL
 OR0420
 OR0420  NGVD 29 (??/??/92)  487.958  (m)         1600.91   (f) ADJ UNCH    1 2
 OR0420
 OR0420.Superseded values are not recommended for survey control.
 OR0420
 OR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0420.See file dsdata.pdf to determine how the superseded data were derived.
 OR0420
 OR0420_MARKER: DB = BENCH MARK DISK
 OR0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0420_STAMPING: C 349 1949
 OR0420_MARK LOGO: CGS
 OR0420_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0420+STABILITY: SURFACE MOTION
 OR0420
 OR0420  HISTORY     - Date     Condition        Report By
 OR0420  HISTORY     - 1949     MONUMENTED       CGS
 OR0420  HISTORY     - 1958     GOOD             CGS
 OR0420  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0420
 OR0420                          STATION DESCRIPTION
 OR0420
 OR0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0420'9.6 MI SE FROM FORT THOMPSON.
 OR0420'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 OR0420'FORT THOMPSON, THENCE 9.4 MILES SOUTHEAST ALONG STATE HIGHWAY
 OR0420'NO. 47, ON THE TOP OF A KNOLL ON THE NORTHWEST SLOPE OF A HILL
 OR0420'IN THE HIGHWAY, 136 FEET NORTHEAST OF TELEPHONE POLE NO. 9,
 OR0420'77 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 OR0420'SOUTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A REFERENCE POST,
 OR0420'SET IN THE TOP OF A CONCRETE POST 5 FEET IN DEPTH AND PROJECTING
 OR0420'0.2 FOOT ABOVE THE GROUND, ABOUT 2 FEET ABOVE THE ROAD LEVEL.
 OR0420
 OR0420                          STATION RECOVERY (1958)
 OR0420
 OR0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0420'RECOVERED IN GOOD CONDITION.
 OR0420
 OR0420                          STATION RECOVERY (2013)
 OR0420
 OR0420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1105 ***********************************************************************
 OR1105  DESIGNATION -  C 35 A
 OR1105  PID         -  OR1105
 OR1105  STATE/COUNTY-  SD/GREGORY
 OR1105  COUNTRY     -  US
 OR1105  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1105
 OR1105                         *CURRENT SURVEY CONTROL
 OR1105  ______________________________________________________________________
 OR1105* NAD 83(1986) POSITION- 43 02 58.     (N) 098 34 08.     (W)   SCALED
 OR1105* NAVD 88 ORTHO HEIGHT -   425.687 (meters)     1396.61  (feet) ADJUSTED
 OR1105  ______________________________________________________________________
 OR1105  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 OR1105  DYNAMIC HEIGHT  -        425.543 (meters)     1396.14  (feet) COMP
 OR1105  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 OR1105
 OR1105  VERT ORDER      -  FIRST     CLASS II
 OR1105
 OR1105.The horizontal coordinates were scaled from a map and have
 OR1105.an estimated accuracy of +/- 6 seconds.
 OR1105
 OR1105.The orthometric height was determined by differential leveling and
 OR1105.adjusted by the NATIONAL GEODETIC SURVEY
 OR1105.in June 1994.
 OR1105
 OR1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1105.GEOID18 height accuracy estimate available here.
 OR1105
 OR1105.Click photographs - Photos may exist for this station.
 OR1105
 OR1105.The dynamic height is computed by dividing the NAVD 88
 OR1105.geopotential number by the normal gravity value computed on the
 OR1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1105.degrees latitude (g = 980.6199 gals.).
 OR1105
 OR1105.The modeled gravity was interpolated from observed gravity values.
 OR1105
 OR1105;                    North         East    Units  Estimated Accuracy
 OR1105;SPC SD S     -    81,080.      743,740.      MT  (+/- 180 meters Scaled)
 OR1105
 OR1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN351663(NAD 83)
 OR1105
 OR1105                          SUPERSEDED SURVEY CONTROL
 OR1105
 OR1105.No superseded survey control is available for this station.
 OR1105
 OR1105_MARKER: P = PIPE CAP
 OR1105_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OR1105_SP_SET: UNSPECIFIED DEEP
 OR1105_MARK LOGO: NONE
 OR1105_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1105_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1105+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR1105_ROD/PIPE-DEPTH: 3.7 meters
 OR1105
 OR1105  HISTORY     - Date     Condition        Report By
 OR1105  HISTORY     - UNK      MONUMENTED       USACE
 OR1105  HISTORY     - 19930929 GOOD             NGS
 OR1105  HISTORY     - 20120115 GOOD             INDIV
 OR1105
 OR1105                          STATION DESCRIPTION
 OR1105
 OR1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1105'4.3 KM (2.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1105'STATE HIGHWAY 46 IN PICKSTOWN, 7.9 M (25.9 FT) SOUTHEAST OF THE
 OR1105'CENTERLINE OF THE HIGHWAY, 2.9 M (9.5 FT) SOUTHWEST OF UTILITY LIGHT
 OR1105'POLE NUMBER 12, 0.6 M (2.0 FT) EAST OF A WITNESS POST, 0.5 M (1.6 FT)
 OR1105'NORTHEAST OF A STEEL POST WITH TAG NUMBER C-35 A, 0.3 M (1.0 FT)
 OR1105'NORTHWEST OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF
 OR1105'THE HIGHWAY.  NOTE--THE DATUM POINT IS A METAL PIPE CAP THAT IS
 OR1105'ATTACHED TO A 2-1/2 INCH GALVANIZED STEEL PIPE ENCASED IN A 9-INCH
 OR1105'METAL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A LOCKED ACCESS
 OR1105'COVER.  THE MONUMENT IS UNSTAMPED.
 OR1105
 OR1105                          STATION RECOVERY (2012)
 OR1105
 OR1105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0442 ***********************************************************************
 PS0442  DESIGNATION -  C 350
 PS0442  PID         -  PS0442
 PS0442  STATE/COUNTY-  SD/HUGHES
 PS0442  COUNTRY     -  US
 PS0442  USGS QUAD   -  JOE CREEK NW (2017)
 PS0442
 PS0442                         *CURRENT SURVEY CONTROL
 PS0442  ______________________________________________________________________
 PS0442* NAD 83(1986) POSITION- 44 10 45.     (N) 099 53 13.     (W)   SCALED
 PS0442* NAVD 88 ORTHO HEIGHT -   470.975 (meters)     1545.19  (feet) ADJUSTED
 PS0442  ______________________________________________________________________
 PS0442  GEOID HEIGHT    -        -24.069 (meters)                     GEOID18
 PS0442  DYNAMIC HEIGHT  -        470.882 (meters)     1544.89  (feet) COMP
 PS0442  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 PS0442
 PS0442  VERT ORDER      -  FIRST     CLASS II
 PS0442
 PS0442.The horizontal coordinates were scaled from a map and have
 PS0442.an estimated accuracy of +/- 6 seconds.
 PS0442
 PS0442.The orthometric height was determined by differential leveling and
 PS0442.adjusted by the NATIONAL GEODETIC SURVEY
 PS0442.in June 1991.
 PS0442
 PS0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0442.GEOID18 height accuracy estimate available here.
 PS0442
 PS0442.Click photographs - Photos may exist for this station.
 PS0442
 PS0442.The dynamic height is computed by dividing the NAVD 88
 PS0442.geopotential number by the normal gravity value computed on the
 PS0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0442.degrees latitude (g = 980.6199 gals.).
 PS0442
 PS0442.The modeled gravity was interpolated from observed gravity values.
 PS0442
 PS0442;                    North         East    Units  Estimated Accuracy
 PS0442;SPC SD S     -   205,160.      635,690.      MT  (+/- 180 meters Scaled)
 PS0442
 PS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP291921(NAD 83)
 PS0442
 PS0442                          SUPERSEDED SURVEY CONTROL
 PS0442
 PS0442  NGVD 29 (??/??/92)  470.652  (m)         1544.13   (f) ADJ UNCH    1 2
 PS0442
 PS0442.Superseded values are not recommended for survey control.
 PS0442
 PS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0442.See file dsdata.pdf to determine how the superseded data were derived.
 PS0442
 PS0442_MARKER: DB = BENCH MARK DISK
 PS0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0442_STAMPING: C 350 1949
 PS0442_MARK LOGO: CGS
 PS0442_PROJECTION: PROJECTING 12 CENTIMETERS
 PS0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0442+STABILITY: SURFACE MOTION
 PS0442
 PS0442  HISTORY     - Date     Condition        Report By
 PS0442  HISTORY     - 1949     MONUMENTED       CGS
 PS0442
 PS0442                          STATION DESCRIPTION
 PS0442
 PS0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0442'5.7 MI NW FROM JOE CREEK.
 PS0442'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 PS0442'JOE CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE
 PS0442'0.7 MILE NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE WEST
 PS0442'ALONG A FIELD ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD,
 PS0442'THENCE 1.0 MILE EAST ALONG A FIELD ROAD, IN THE SOUTHEAST
 PS0442'QUARTER OF A ROAD CROSSING, AT THE CORNER OF SECTION 5, 6,
 PS0442'7 AND 8, T. 108 N., R. 75 W., 57 FEET SOUTH OF THE CENTER LINE
 PS0442'OF THE EAST-WEST ROAD, 44 FEET EAST OF THE CENTER LINE OF THE
 PS0442'NORTH-SOUTH ROAD, 18 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT
 PS0442'WEST OF A FENCE, 2 FEET NORTH OF A REFERENCE POST, SET IN
 PS0442'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 PS0442'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0310 ***********************************************************************
 OT0310  DESIGNATION -  C 355
 OT0310  PID         -  OT0310
 OT0310  STATE/COUNTY-  SD/CUSTER
 OT0310  COUNTRY     -  US
 OT0310  USGS QUAD   -  HERMOSA (2017)
 OT0310
 OT0310                         *CURRENT SURVEY CONTROL
 OT0310  ______________________________________________________________________
 OT0310* NAD 83(1986) POSITION- 43 46 54.     (N) 103 09 35.     (W)   SCALED
 OT0310* NAVD 88 ORTHO HEIGHT -  1032.732 (meters)     3388.22  (feet) ADJUSTED
 OT0310  ______________________________________________________________________
 OT0310  GEOID HEIGHT    -        -16.279 (meters)                     GEOID18
 OT0310  DYNAMIC HEIGHT  -       1032.340 (meters)     3386.94  (feet) COMP
 OT0310  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 OT0310
 OT0310  VERT ORDER      -  FIRST     CLASS II
 OT0310
 OT0310.The horizontal coordinates were scaled from a map and have
 OT0310.an estimated accuracy of +/- 6 seconds.
 OT0310
 OT0310.The orthometric height was determined by differential leveling and
 OT0310.adjusted by the NATIONAL GEODETIC SURVEY
 OT0310.in June 1991.
 OT0310
 OT0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0310.GEOID18 height accuracy estimate available here.
 OT0310
 OT0310.Click photographs - Photos may exist for this station.
 OT0310
 OT0310.The dynamic height is computed by dividing the NAVD 88
 OT0310.geopotential number by the normal gravity value computed on the
 OT0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0310.degrees latitude (g = 980.6199 gals.).
 OT0310
 OT0310.The modeled gravity was interpolated from observed gravity values.
 OT0310
 OT0310;                    North         East    Units  Estimated Accuracy
 OT0310;SPC SD S     -   164,770.      372,540.      MT  (+/- 180 meters Scaled)
 OT0310
 OT0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ480492(NAD 83)
 OT0310
 OT0310                          SUPERSEDED SURVEY CONTROL
 OT0310
 OT0310  NGVD 29 (??/??/92) 1032.237  (m)         3386.60   (f) ADJ UNCH    1 2
 OT0310
 OT0310.Superseded values are not recommended for survey control.
 OT0310
 OT0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0310.See file dsdata.pdf to determine how the superseded data were derived.
 OT0310
 OT0310_MARKER: DB = BENCH MARK DISK
 OT0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0310_STAMPING: C 355 1961
 OT0310_MARK LOGO: CGS
 OT0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0310+STABILITY: SURFACE MOTION
 OT0310
 OT0310  HISTORY     - Date     Condition        Report By
 OT0310  HISTORY     - 1961     MONUMENTED       CGS
 OT0310  HISTORY     - 1963     GOOD             CGS
 OT0310
 OT0310                          STATION DESCRIPTION
 OT0310
 OT0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0310'7.2 MI S FROM HERMOSA.
 OT0310'ABOUT 4.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0310'FROM THE STATION AT HERMOSA, THENCE 2.9 MILES EAST ALONG A PAVED
 OT0310'ROAD, IN SECTION 16, T 3 S, R 8 E, AT A NORTH-SOUTH FENCE, 59
 OT0310'FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET EAST OF THE
 OT0310'SOUTH POST OF A GATE, 1 1/2 FEET SOUTH OF A FENCE, 2.0 FEET WEST
 OT0310'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 OT0310'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1981 ***********************************************************************
 PU1981  DESIGNATION -  C 358
 PU1981  PID         -  PU1981
 PU1981  STATE/COUNTY-  SD/BUTTE
 PU1981  COUNTRY     -  US
 PU1981  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1981
 PU1981                         *CURRENT SURVEY CONTROL
 PU1981  ______________________________________________________________________
 PU1981* NAD 83(1986) POSITION- 44 41 10.     (N) 103 51 50.     (W)   SCALED
 PU1981* NAVD 88 ORTHO HEIGHT -   934.066 (meters)     3064.51  (feet) ADJUSTED
 PU1981  ______________________________________________________________________
 PU1981  GEOID HEIGHT    -        -15.350 (meters)                     GEOID18
 PU1981  DYNAMIC HEIGHT  -        933.802 (meters)     3063.65  (feet) COMP
 PU1981  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 PU1981
 PU1981  VERT ORDER      -  FIRST     CLASS II
 PU1981
 PU1981.The horizontal coordinates were scaled from a map and have
 PU1981.an estimated accuracy of +/- 6 seconds.
 PU1981
 PU1981.The orthometric height was determined by differential leveling and
 PU1981.adjusted by the NATIONAL GEODETIC SURVEY
 PU1981.in July 1998.
 PU1981
 PU1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1981.GEOID18 height accuracy estimate available here.
 PU1981
 PU1981.Click photographs - Photos may exist for this station.
 PU1981
 PU1981.The dynamic height is computed by dividing the NAVD 88
 PU1981.geopotential number by the normal gravity value computed on the
 PU1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1981.degrees latitude (g = 980.6199 gals.).
 PU1981
 PU1981.The modeled gravity was interpolated from observed gravity values.
 PU1981
 PU1981;                    North         East    Units  Estimated Accuracy
 PU1981;SPC SD N     -   102,070.      293,820.      MT  (+/- 180 meters Scaled)
 PU1981
 PU1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK900487(NAD 83)
 PU1981
 PU1981                          SUPERSEDED SURVEY CONTROL
 PU1981
 PU1981  NAVD 88 (06/15/91)  934.069  (m)         3064.52   (f) SUPERSEDED  1 2
 PU1981  NGVD 29 (??/??/92)  933.575  (m)         3062.90   (f) ADJ UNCH    1 2
 PU1981
 PU1981.Superseded values are not recommended for survey control.
 PU1981
 PU1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1981.See file dsdata.pdf to determine how the superseded data were derived.
 PU1981
 PU1981_MARKER: DB = BENCH MARK DISK
 PU1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1981_STAMPING: C 358 1962
 PU1981_MARK LOGO: CGS
 PU1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1981+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1981
 PU1981  HISTORY     - Date     Condition        Report By
 PU1981  HISTORY     - 1962     MONUMENTED       CGS
 PU1981  HISTORY     - 19951116 GOOD             NGS
 PU1981
 PU1981                          STATION DESCRIPTION
 PU1981
 PU1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1981'0.6 MI NW FROM BELLE FOURCHE.
 PU1981'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1981'WITH U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.05 OF A MILE
 PU1981'SOUTHWEST ALONG A GRAVELED ROAD, AT THE NORTHWEST CORNER OF THE
 PU1981'SOUTHEAST MOST OF TWO HANGARS, 159 FEET SOUTHEAST OF THE
 PU1981'SOUTHEAST CORNER OF THE AIRPORT OFFICE, 105 FEET SOUTH OF THE
 PU1981'CENTERLINE OF THE DRIVE TO THE PARKING AREA, 56 FEET SOUTH OF A
 PU1981'TELEPHONE POLE, 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF A
 PU1981'HANGAR, 2.5 FEET LOWER THAN THE DRIVEWAY, SET IN TOP OF A
 PU1981'CONCRETE POST PROJECTING 0.2 OF A FOOT, AT BUS FIELD AIRPORT.
 PU1981
 PU1981                          STATION RECOVERY (1995)
 PU1981
 PU1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1981'1.0 KM (0.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1981'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 107.0 M (351.0 FT)
 PU1981'SOUTHWEST OF THE HIGHWAY CENTERLINE, 48.5 M (159.1 FT) SOUTHEAST OF
 PU1981'THE SOUTHEAST CORNER OF A BUILDING (OLD AIRPORT OFFICE), 17.1 M (56.1
 PU1981'FT) SOUTH OF A UTILITY POLE, 5.0 M (16.4 FT) BELOW THE LEVEL OF THE
 PU1981'HIGHWAY, 0.3 M (1.0 FT) WEST OF THE NORTHWEST CORNER OF A LARGE METAL
 PU1981'BUILDING (OLD AIRPORT HANGAR), UNDER A CEDAR TREE, AND THE MONUMENT IS
 PU1981'FLUSH WITH THE GROUND SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO
 PU1981'SURFACE MOTION.  VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING
 PU1981'AND SWELLING OF A SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN
 PU1981'MOISTURE CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2072 ***********************************************************************
 PU2072  DESIGNATION -  C 359
 PU2072  PID         -  PU2072
 PU2072  STATE/COUNTY-  SD/LAWRENCE
 PU2072  COUNTRY     -  US
 PU2072  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2072
 PU2072                         *CURRENT SURVEY CONTROL
 PU2072  ______________________________________________________________________
 PU2072* NAD 83(1986) POSITION- 44 35 18.     (N) 103 52 40.     (W)   SCALED
 PU2072* NAVD 88 ORTHO HEIGHT -   995.966 (meters)     3267.60  (feet) ADJUSTED
 PU2072  ______________________________________________________________________
 PU2072  GEOID HEIGHT    -        -15.015 (meters)                     GEOID18
 PU2072  DYNAMIC HEIGHT  -        995.663 (meters)     3266.60  (feet) COMP
 PU2072  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 PU2072
 PU2072  VERT ORDER      -  SECOND    CLASS 0
 PU2072
 PU2072.The horizontal coordinates were scaled from a map and have
 PU2072.an estimated accuracy of +/- 6 seconds.
 PU2072
 PU2072.The orthometric height was determined by differential leveling and
 PU2072.adjusted by the NATIONAL GEODETIC SURVEY
 PU2072.in June 1991.
 PU2072
 PU2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2072.GEOID18 height accuracy estimate available here.
 PU2072
 PU2072.Click photographs - Photos may exist for this station.
 PU2072
 PU2072.The dynamic height is computed by dividing the NAVD 88
 PU2072.geopotential number by the normal gravity value computed on the
 PU2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2072.degrees latitude (g = 980.6199 gals.).
 PU2072
 PU2072.The modeled gravity was interpolated from observed gravity values.
 PU2072
 PU2072;                    North         East    Units  Estimated Accuracy
 PU2072;SPC SD N     -    91,270.      292,200.      MT  (+/- 180 meters Scaled)
 PU2072
 PU2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK890378(NAD 83)
 PU2072
 PU2072                          SUPERSEDED SURVEY CONTROL
 PU2072
 PU2072  NGVD 29 (??/??/92)  995.461  (m)         3265.94   (f) ADJ UNCH    2 0
 PU2072
 PU2072.Superseded values are not recommended for survey control.
 PU2072
 PU2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2072.See file dsdata.pdf to determine how the superseded data were derived.
 PU2072
 PU2072_MARKER: DB = BENCH MARK DISK
 PU2072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2072_SP_SET: CULVERT HEADWALL
 PU2072_STAMPING: C 359 1962
 PU2072_MARK LOGO: CGS
 PU2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2072+STABILITY: SURFACE MOTION
 PU2072
 PU2072  HISTORY     - Date     Condition        Report By
 PU2072  HISTORY     - 1962     MONUMENTED       CGS
 PU2072
 PU2072                          STATION DESCRIPTION
 PU2072
 PU2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2072'5.8 MI S FROM BELLE FOURCHE.
 PU2072'ABOUT 4.95 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 PU2072'AT BELLE FOURCHE, THENCE 0.9 MILE SOUTHWEST ALONG OLD HIGHWAY
 PU2072'85.  SET IN TOP AND IN THE NORTH END OF THE EAST HEADWALL OF
 PU2072'A 4 FOOT BY 4 FOOT CULVERT UNDER THE HIGHWAY, 11.5 FEET EAST OF THE
 PU2072'CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY, DRILLED
 PU2072'IN HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0133 ***********************************************************************
 OR0133  DESIGNATION -  C 36
 OR0133  PID         -  OR0133
 OR0133  STATE/COUNTY-  SD/GREGORY
 OR0133  COUNTRY     -  US
 OR0133  USGS QUAD   -  BONESTEEL (2017)
 OR0133
 OR0133                         *CURRENT SURVEY CONTROL
 OR0133  ______________________________________________________________________
 OR0133* NAD 83(1986) POSITION- 43 01 39.     (N) 098 53 18.     (W)   SCALED
 OR0133* NAVD 88 ORTHO HEIGHT -   594.773 (meters)     1951.35  (feet) ADJUSTED
 OR0133  ______________________________________________________________________
 OR0133  GEOID HEIGHT    -        -25.923 (meters)                     GEOID18
 OR0133  DYNAMIC HEIGHT  -        594.552 (meters)     1950.63  (feet) COMP
 OR0133  MODELED GRAVITY -    980,230.8   (mgal)                       NAVD 88
 OR0133
 OR0133  VERT ORDER      -  FIRST     CLASS II
 OR0133
 OR0133.The horizontal coordinates were scaled from a map and have
 OR0133.an estimated accuracy of +/- 6 seconds.
 OR0133
 OR0133.The orthometric height was determined by differential leveling and
 OR0133.adjusted by the NATIONAL GEODETIC SURVEY
 OR0133.in June 1994.
 OR0133
 OR0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0133.GEOID18 height accuracy estimate available here.
 OR0133
 OR0133.Click photographs - Photos may exist for this station.
 OR0133
 OR0133.The dynamic height is computed by dividing the NAVD 88
 OR0133.geopotential number by the normal gravity value computed on the
 OR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0133.degrees latitude (g = 980.6199 gals.).
 OR0133
 OR0133.The modeled gravity was interpolated from observed gravity values.
 OR0133
 OR0133;                    North         East    Units  Estimated Accuracy
 OR0133;SPC SD S     -    78,140.      717,760.      MT  (+/- 180 meters Scaled)
 OR0133
 OR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN090638(NAD 83)
 OR0133
 OR0133                          SUPERSEDED SURVEY CONTROL
 OR0133
 OR0133  NAVD 88 (06/15/91)  594.739  (m)         1951.24   (f) SUPERSEDED  1 2
 OR0133  NGVD 29 (??/??/92)  594.419  (m)         1950.19   (f) ADJ UNCH    1 2
 OR0133
 OR0133.Superseded values are not recommended for survey control.
 OR0133
 OR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0133.See file dsdata.pdf to determine how the superseded data were derived.
 OR0133
 OR0133_MARKER: DB = BENCH MARK DISK
 OR0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0133_SP_SET: BUILDING
 OR0133_STAMPING: C 36 1933 1950.190
 OR0133_MARK LOGO: CGS
 OR0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0133+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1993
 OR0133
 OR0133  HISTORY     - Date     Condition        Report By
 OR0133  HISTORY     - 1933     MONUMENTED       CGS
 OR0133  HISTORY     - 1949     GOOD             CGS
 OR0133  HISTORY     - 19930928 GOOD             NGS
 OR0133  HISTORY     - 20120115 MARK NOT FOUND   INDIV
 OR0133
 OR0133                          STATION DESCRIPTION
 OR0133
 OR0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0133'AT FAIRFAX.
 OR0133'AT FAIRFAX, GREGORY COUNTY, AT THE W.M. WALTERS DRUG STORE (IN
 OR0133'1940), IN THE EAST WALL, 1.6 FEET SOUTH OF THE NORTHEAST CORNER
 OR0133'OF THE BUILDING, AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD
 OR0133'DISK, STAMPED 1950.190 C 36 1933 AND SET VERTICALLY.
 OR0133
 OR0133                          STATION RECOVERY (1949)
 OR0133
 OR0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0133'RECOVERED IN GOOD CONDITION.
 OR0133
 OR0133                          STATION RECOVERY (1993)
 OR0133
 OR0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0133'IN FAIRFAX, SET VERTICALLY IN THE 2ND COLUMN NORTH OF THE EAST
 OR0133'ENTRANCE TO THE FIRST NATIONAL BANK, 15.4 M (50.5 FT) WEST OF THE
 OR0133'CENTER OF MAIN STREET, 3.6 M (11.8 FT) NORTH OF THE CENTER OF THE
 OR0133'ENTRANCE DOOR, AND 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.
 OR0133
 OR0133                          STATION RECOVERY (2012)
 OR0133
 OR0133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1925 ***********************************************************************
 PU1925  DESIGNATION -  C 360
 PU1925  PID         -  PU1925
 PU1925  STATE/COUNTY-  SD/BUTTE
 PU1925  COUNTRY     -  US
 PU1925  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1925
 PU1925                         *CURRENT SURVEY CONTROL
 PU1925  ______________________________________________________________________
 PU1925* NAD 83(1986) POSITION- 44 41 00.     (N) 103 48 32.     (W)   SCALED
 PU1925* NAVD 88 ORTHO HEIGHT -   929.476 (meters)     3049.46  (feet) ADJUSTED
 PU1925  ______________________________________________________________________
 PU1925  GEOID HEIGHT    -        -15.441 (meters)                     GEOID18
 PU1925  DYNAMIC HEIGHT  -        929.220 (meters)     3048.62  (feet) COMP
 PU1925  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 PU1925
 PU1925  VERT ORDER      -  SECOND    CLASS 0
 PU1925
 PU1925.The horizontal coordinates were scaled from a map and have
 PU1925.an estimated accuracy of +/- 6 seconds.
 PU1925
 PU1925.The orthometric height was determined by differential leveling and
 PU1925.adjusted by the NATIONAL GEODETIC SURVEY
 PU1925.in June 1991.
 PU1925
 PU1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1925.GEOID18 height accuracy estimate available here.
 PU1925
 PU1925.Click photographs - Photos may exist for this station.
 PU1925
 PU1925.The dynamic height is computed by dividing the NAVD 88
 PU1925.geopotential number by the normal gravity value computed on the
 PU1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1925.degrees latitude (g = 980.6199 gals.).
 PU1925
 PU1925.The modeled gravity was interpolated from observed gravity values.
 PU1925
 PU1925;                    North         East    Units  Estimated Accuracy
 PU1925;SPC SD N     -   101,560.      298,160.      MT  (+/- 180 meters Scaled)
 PU1925
 PU1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK943484(NAD 83)
 PU1925
 PU1925                          SUPERSEDED SURVEY CONTROL
 PU1925
 PU1925  NGVD 29 (??/??/92)  928.985  (m)         3047.85   (f) ADJ UNCH    2 0
 PU1925
 PU1925.Superseded values are not recommended for survey control.
 PU1925
 PU1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1925.See file dsdata.pdf to determine how the superseded data were derived.
 PU1925
 PU1925_MARKER: DB = BENCH MARK DISK
 PU1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1925_STAMPING: C 360 1962
 PU1925_MARK LOGO: CGS
 PU1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1925+STABILITY: SURFACE MOTION
 PU1925
 PU1925  HISTORY     - Date     Condition        Report By
 PU1925  HISTORY     - 1962     MONUMENTED       CGS
 PU1925  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1925
 PU1925                          STATION DESCRIPTION
 PU1925
 PU1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1925'2.6 MI E FROM BELLE FOURCHE.
 PU1925'2.6 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1925'THE STATION AT BELLE FOURCHE, ABOUT 0.35 MILE SOUTHWEST OF
 PU1925'MILEPOST NO 3, BETWEEN THE TRACK AND U.S. HIGHWAY 212, 37.6
 PU1925'FEET NORTHWEST OF THE NORTHWEST RAIL, 61 FEET SOUTHEAST OF
 PU1925'THE CENTERLINE OF THE HIGHWAY, 29 FEET WEST OF THE NORTHWEST
 PU1925'END OF A 30 INCH PIPE CULVERT UNDER THE TRACK, 17.5 FEET
 PU1925'SOUTH OF A 48 INCH POPULAR TREE WITH TWO TRUNKS, 3 FEET SOUTHWEST
 PU1925'OF A TELEGRAPH POLE, 2 FEET SOUTHWEST OF A WITNESS POST, 2.5
 PU1925'FEET BELOW THE TRACK A CONCRETE POST PROJECTING ABOUT 0.3
 PU1925'OF A FOOT.
 PU1925
 PU1925                          STATION RECOVERY (1995)
 PU1925
 PU1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1925'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1444 ***********************************************************************
 PU1444  DESIGNATION -  C 361
 PU1444  PID         -  PU1444
 PU1444  STATE/COUNTY-  SD/MEADE
 PU1444  COUNTRY     -  US
 PU1444  USGS QUAD   -  FORT MEADE (2017)
 PU1444
 PU1444                         *CURRENT SURVEY CONTROL
 PU1444  ______________________________________________________________________
 PU1444* NAD 83(1986) POSITION- 44 23 26.     (N) 103 29 40.     (W)   SCALED
 PU1444* NAVD 88 ORTHO HEIGHT -  1097.416 (meters)     3600.44  (feet) ADJUSTED
 PU1444  ______________________________________________________________________
 PU1444  GEOID HEIGHT    -        -15.216 (meters)                     GEOID18
 PU1444  DYNAMIC HEIGHT  -       1097.060 (meters)     3599.27  (feet) COMP
 PU1444  MODELED GRAVITY -    980,254.9   (mgal)                       NAVD 88
 PU1444
 PU1444  VERT ORDER      -  FIRST     CLASS II
 PU1444
 PU1444.The horizontal coordinates were scaled from a map and have
 PU1444.an estimated accuracy of +/- 6 seconds.
 PU1444
 PU1444.The orthometric height was determined by differential leveling and
 PU1444.adjusted by the NATIONAL GEODETIC SURVEY
 PU1444.in June 1991.
 PU1444
 PU1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1444.GEOID18 height accuracy estimate available here.
 PU1444
 PU1444.Click photographs - Photos may exist for this station.
 PU1444
 PU1444.The dynamic height is computed by dividing the NAVD 88
 PU1444.geopotential number by the normal gravity value computed on the
 PU1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1444.degrees latitude (g = 980.6199 gals.).
 PU1444
 PU1444.The modeled gravity was interpolated from observed gravity values.
 PU1444
 PU1444;                    North         East    Units  Estimated Accuracy
 PU1444;SPC SD N     -    67,930.      321,650.      MT  (+/- 180 meters Scaled)
 PU1444
 PU1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK199163(NAD 83)
 PU1444
 PU1444                          SUPERSEDED SURVEY CONTROL
 PU1444
 PU1444  NGVD 29 (??/??/92) 1096.898  (m)         3598.74   (f) ADJ UNCH    1 2
 PU1444
 PU1444.Superseded values are not recommended for survey control.
 PU1444
 PU1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1444.See file dsdata.pdf to determine how the superseded data were derived.
 PU1444
 PU1444_MARKER: DB = BENCH MARK DISK
 PU1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1444_STAMPING: C 361 1962
 PU1444_MARK LOGO: CGS
 PU1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1444+STABILITY: SURFACE MOTION
 PU1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1444+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 PU1444
 PU1444  HISTORY     - Date     Condition        Report By
 PU1444  HISTORY     - 1962     MONUMENTED       CGS
 PU1444  HISTORY     - 19910813 GOOD             NGS
 PU1444  HISTORY     - 20120815 GOOD             INDIV
 PU1444
 PU1444                          STATION DESCRIPTION
 PU1444
 PU1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1444'2.8 MI SE FROM STURGIS.
 PU1444'ABOUT 2.85 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1444'RAILWAY FROM THE STATION AT STURGIS, 3 POLES SOUTHEAST OF MILE
 PU1444'126, 72 FEET NORTHEAST OF THE NORTHEAST RAIL, 77 FEET SOUTHWEST
 PU1444'OF THE CENTER LINE OF THE HIGHWAY, 98 FEET EAST-SOUTHEAST OF A
 PU1444'POWER POLE BRACED WITH GUY WIRE, 1.5 FEET NORTHWEST OF A METAL
 PU1444'WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE RAILS AND
 PU1444'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1444'PROJETING 5 INCHES.
 PU1444
 PU1444                          STATION RECOVERY (1991)
 PU1444
 PU1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1444'4.6 KM (2.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1444'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 26.6 M (87.3 FT)
 PU1444'EAST OF A UTILITY POLE WITH 2 GUY CABLES, 24.4 M (80.1 FT) SOUTHEAST
 PU1444'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE, 23.6 M (77.4 FT)
 PU1444'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PU1444'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 PU1444'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU1444'ABOVE THE GROUND SURFACE.
 PU1444
 PU1444                          STATION RECOVERY (2012)
 PU1444
 PU1444'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 PU1444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1425 ***********************************************************************
 PU1425  DESIGNATION -  C 362
 PU1425  PID         -  PU1425
 PU1425  STATE/COUNTY-  SD/MEADE
 PU1425  COUNTRY     -  US
 PU1425  USGS QUAD   -  TILFORD (2017)
 PU1425
 PU1425                         *CURRENT SURVEY CONTROL
 PU1425  ______________________________________________________________________
 PU1425* NAD 83(1986) POSITION- 44 17 14.     (N) 103 25 25.     (W)   SCALED
 PU1425* NAVD 88 ORTHO HEIGHT -  1090.825 (meters)     3578.82  (feet) ADJUSTED
 PU1425  ______________________________________________________________________
 PU1425  GEOID HEIGHT    -        -15.216 (meters)                     GEOID18
 PU1425  DYNAMIC HEIGHT  -       1090.453 (meters)     3577.59  (feet) COMP
 PU1425  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 PU1425
 PU1425  VERT ORDER      -  FIRST     CLASS II
 PU1425
 PU1425.The horizontal coordinates were scaled from a map and have
 PU1425.an estimated accuracy of +/- 6 seconds.
 PU1425
 PU1425.The orthometric height was determined by differential leveling and
 PU1425.adjusted by the NATIONAL GEODETIC SURVEY
 PU1425.in June 1991.
 PU1425
 PU1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1425.GEOID18 height accuracy estimate available here.
 PU1425
 PU1425.Click photographs - Photos may exist for this station.
 PU1425
 PU1425.The dynamic height is computed by dividing the NAVD 88
 PU1425.geopotential number by the normal gravity value computed on the
 PU1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1425.degrees latitude (g = 980.6199 gals.).
 PU1425
 PU1425.The modeled gravity was interpolated from observed gravity values.
 PU1425
 PU1425;                    North         East    Units  Estimated Accuracy
 PU1425;SPC SD N     -    56,220.      326,810.      MT  (+/- 180 meters Scaled)
 PU1425
 PU1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK257049(NAD 83)
 PU1425
 PU1425                          SUPERSEDED SURVEY CONTROL
 PU1425
 PU1425  NGVD 29 (??/??/92) 1090.310  (m)         3577.13   (f) ADJ UNCH    1 2
 PU1425
 PU1425.Superseded values are not recommended for survey control.
 PU1425
 PU1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1425.See file dsdata.pdf to determine how the superseded data were derived.
 PU1425
 PU1425_MARKER: DB = BENCH MARK DISK
 PU1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1425_STAMPING: C 362 1962
 PU1425_MARK LOGO: CGS
 PU1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1425+STABILITY: SURFACE MOTION
 PU1425
 PU1425  HISTORY     - Date     Condition        Report By
 PU1425  HISTORY     - 1962     MONUMENTED       CGS
 PU1425
 PU1425                          STATION DESCRIPTION
 PU1425
 PU1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1425'11.3 MI SE FROM STURGIS.
 PU1425'ABOUT 11.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1425'RAILWAY FROM THE STATION AT STURGIS, 0.15 MILE OF 5 TELEPHONE
 PU1425'POLES SOUTHEAST OF MILE POST 118, 115 FEET EAST-SOUTHEAST OF A
 PU1425'PRIVATE ROAD CROSSING, 97 FEET SOUTHEAST OF THE CENTER LINE OF A
 PU1425'FIELD GATE, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 PU1425'SOUTHWEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 PU1425'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE
 PU1425'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1559 ***********************************************************************
 PU1559  DESIGNATION -  C 363
 PU1559  PID         -  PU1559
 PU1559  STATE/COUNTY-  SD/PENNINGTON
 PU1559  COUNTRY     -  US
 PU1559  USGS QUAD   -  BOX ELDER (2017)
 PU1559
 PU1559                         *CURRENT SURVEY CONTROL
 PU1559  ______________________________________________________________________
 PU1559* NAD 83(1986) POSITION- 44 01 30.     (N) 103 04 25.     (W)   SCALED
 PU1559* NAVD 88 ORTHO HEIGHT -   914.799 (meters)     3001.30  (feet) ADJUSTED
 PU1559  ______________________________________________________________________
 PU1559  GEOID HEIGHT    -        -16.697 (meters)                     GEOID18
 PU1559  DYNAMIC HEIGHT  -        914.485 (meters)     3000.27  (feet) COMP
 PU1559  MODELED GRAVITY -    980,244.5   (mgal)                       NAVD 88
 PU1559
 PU1559  VERT ORDER      -  FIRST     CLASS II
 PU1559
 PU1559.The horizontal coordinates were scaled from a map and have
 PU1559.an estimated accuracy of +/- 6 seconds.
 PU1559
 PU1559.The orthometric height was determined by differential leveling and
 PU1559.adjusted by the NATIONAL GEODETIC SURVEY
 PU1559.in June 1991.
 PU1559
 PU1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1559.GEOID18 height accuracy estimate available here.
 PU1559
 PU1559.Click photographs - Photos may exist for this station.
 PU1559
 PU1559.The dynamic height is computed by dividing the NAVD 88
 PU1559.geopotential number by the normal gravity value computed on the
 PU1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1559.degrees latitude (g = 980.6199 gals.).
 PU1559
 PU1559.The modeled gravity was interpolated from observed gravity values.
 PU1559
 PU1559;                    North         East    Units  Estimated Accuracy
 PU1559;SPC SD S     -   191,560.      380,360.      MT  (+/- 180 meters Scaled)
 PU1559
 PU1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ543764(NAD 83)
 PU1559
 PU1559                          SUPERSEDED SURVEY CONTROL
 PU1559
 PU1559  NGVD 29 (??/??/92)  914.329  (m)         2999.76   (f) ADJ UNCH    1 2
 PU1559
 PU1559.Superseded values are not recommended for survey control.
 PU1559
 PU1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1559.See file dsdata.pdf to determine how the superseded data were derived.
 PU1559
 PU1559_MARKER: DB = BENCH MARK DISK
 PU1559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1559_SP_SET: HEADWALL
 PU1559_STAMPING: C 363 1962
 PU1559_MARK LOGO: CGS
 PU1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1559+STABILITY: SURFACE MOTION
 PU1559
 PU1559  HISTORY     - Date     Condition        Report By
 PU1559  HISTORY     - 1962     MONUMENTED       CGS
 PU1559  HISTORY     - 1985     GOOD             NGS
 PU1559  HISTORY     - 20110421 MARK NOT FOUND   INDIV
 PU1559
 PU1559                          STATION DESCRIPTION
 PU1559
 PU1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1559'9.2 MI SE FROM RAPID CITY.
 PU1559'ABOUT 9.15 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1559'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1559'STATION AT RAPID CITY, IN SECTION 19, T 1 N, R 9 E, 0.15 MILE
 PU1559'WEST OF THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO THE
 PU1559'RAPID CITY MUNICIPAL AIRPORT, 81 FEET NORTH OF THE NORTHWEST
 PU1559'CORNER OF TRESTLE NO. W310, 83 FEET NORTH OF THE NORTH RAIL, 24
 PU1559'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET BELOW THE
 PU1559'LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE RAIL, AND SET IN THE
 PU1559'CENTER OF THE TOP OF THE SOUTH HEADWALL OF A LARGE NEW DOUBLE
 PU1559'CHANNEL CONCRETE CULVERT UNDER STATE HIGHWAY 40.
 PU1559
 PU1559                          STATION RECOVERY (1985)
 PU1559
 PU1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1559'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1559'MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID CITY,
 PU1559'THENCE 12.55 KM (7.85 MI) SOUTHEAST ALONG STATE HIGHWAY 44, IN THE TOP
 PU1559'CENTER OF THE SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT, 0.2 KM
 PU1559'(0.14 MI) NORTHWEST OF THE JUNCTION OF THE REGIONAL AIRPORT ROAD AND
 PU1559'7.3 METERS (24 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 PU1559'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PU1559
 PU1559                          STATION RECOVERY (2011)
 PU1559
 PU1559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0017 ***********************************************************************
 OT0017  DESIGNATION -  C 364
 OT0017  PID         -  OT0017
 OT0017  STATE/COUNTY-  SD/PENNINGTON
 OT0017  COUNTRY     -  US
 OT0017  USGS QUAD   -  CONATA (2017)
 OT0017
 OT0017                         *CURRENT SURVEY CONTROL
 OT0017  ______________________________________________________________________
 OT0017* NAD 83(1986) POSITION- 43 43 19.     (N) 102 13 54.     (W)   SCALED
 OT0017* NAVD 88 ORTHO HEIGHT -   756.163 (meters)     2480.84  (feet) ADJUSTED
 OT0017  ______________________________________________________________________
 OT0017  GEOID HEIGHT    -        -19.139 (meters)                     GEOID18
 OT0017  DYNAMIC HEIGHT  -        755.919 (meters)     2480.04  (feet) COMP
 OT0017  MODELED GRAVITY -    980,271.3   (mgal)                       NAVD 88
 OT0017
 OT0017  VERT ORDER      -  FIRST     CLASS II
 OT0017
 OT0017.The horizontal coordinates were scaled from a map and have
 OT0017.an estimated accuracy of +/- 6 seconds.
 OT0017
 OT0017.The orthometric height was determined by differential leveling and
 OT0017.adjusted by the NATIONAL GEODETIC SURVEY
 OT0017.in June 1991.
 OT0017
 OT0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0017.GEOID18 height accuracy estimate available here.
 OT0017
 OT0017.Click photographs - Photos may exist for this station.
 OT0017
 OT0017.The dynamic height is computed by dividing the NAVD 88
 OT0017.geopotential number by the normal gravity value computed on the
 OT0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0017.degrees latitude (g = 980.6199 gals.).
 OT0017
 OT0017.The modeled gravity was interpolated from observed gravity values.
 OT0017
 OT0017;                    North         East    Units  Estimated Accuracy
 OT0017;SPC SD S     -   156,010.      447,060.      MT  (+/- 180 meters Scaled)
 OT0017
 OT0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ229447(NAD 83)
 OT0017
 OT0017                          SUPERSEDED SURVEY CONTROL
 OT0017
 OT0017  NGVD 29 (??/??/92)  755.695  (m)         2479.31   (f) ADJ UNCH    1 2
 OT0017
 OT0017.Superseded values are not recommended for survey control.
 OT0017
 OT0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0017.See file dsdata.pdf to determine how the superseded data were derived.
 OT0017
 OT0017_MARKER: DB = BENCH MARK DISK
 OT0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0017_STAMPING: C 364 1962
 OT0017_MARK LOGO: CGS
 OT0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0017+STABILITY: SURFACE MOTION
 OT0017
 OT0017  HISTORY     - Date     Condition        Report By
 OT0017  HISTORY     - 1962     MONUMENTED       CGS
 OT0017
 OT0017                          STATION DESCRIPTION
 OT0017
 OT0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0017'12.4 MI W FROM INTERIOR.
 OT0017'ABOUT 12.35 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0017'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 5,
 OT0017'T 4 S, R 16 E, 0.55 MILE WEST OF MILE POST 600, 16 POLES EAST OF
 OT0017'MILE POST 601, 0.15 MILE EAST OF TRESTLE NUMBER W 236, 38 FEET
 OT0017'SOUTH OF SOUTH RAIL, 30 1/2 FEET WEST OF A TELEPHONE POLE, 2.0
 OT0017'FEET NORTH OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 OT0017'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0289 ***********************************************************************
 OT0289  DESIGNATION -  C 365
 OT0289  PID         -  OT0289
 OT0289  STATE/COUNTY-  SD/PENNINGTON
 OT0289  COUNTRY     -  US
 OT0289  USGS QUAD   -  HERMOSA NW (2017)
 OT0289
 OT0289                         *CURRENT SURVEY CONTROL
 OT0289  ______________________________________________________________________
 OT0289* NAD 83(1986) POSITION- 43 57 26.     (N) 103 08 38.     (W)   SCALED
 OT0289* NAVD 88 ORTHO HEIGHT -   992.878 (meters)     3257.47  (feet) ADJUSTED
 OT0289  ______________________________________________________________________
 OT0289  GEOID HEIGHT    -        -16.324 (meters)                     GEOID18
 OT0289  DYNAMIC HEIGHT  -        992.521 (meters)     3256.30  (feet) COMP
 OT0289  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 OT0289
 OT0289  VERT ORDER      -  FIRST     CLASS II
 OT0289
 OT0289.The horizontal coordinates were scaled from a map and have
 OT0289.an estimated accuracy of +/- 6 seconds.
 OT0289
 OT0289.The orthometric height was determined by differential leveling and
 OT0289.adjusted by the NATIONAL GEODETIC SURVEY
 OT0289.in June 1991.
 OT0289
 OT0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0289.GEOID18 height accuracy estimate available here.
 OT0289
 OT0289.Click photographs - Photos may exist for this station.
 OT0289
 OT0289.The dynamic height is computed by dividing the NAVD 88
 OT0289.geopotential number by the normal gravity value computed on the
 OT0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0289.degrees latitude (g = 980.6199 gals.).
 OT0289
 OT0289.The modeled gravity was interpolated from observed gravity values.
 OT0289
 OT0289;                    North         East    Units  Estimated Accuracy
 OT0289;SPC SD S     -   184,220.      374,470.      MT  (+/- 180 meters Scaled)
 OT0289
 OT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ489687(NAD 83)
 OT0289
 OT0289                          SUPERSEDED SURVEY CONTROL
 OT0289
 OT0289  NGVD 29 (??/??/92)  992.385  (m)         3255.85   (f) ADJ UNCH    1 2
 OT0289
 OT0289.Superseded values are not recommended for survey control.
 OT0289
 OT0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0289.See file dsdata.pdf to determine how the superseded data were derived.
 OT0289
 OT0289_MARKER: DB = BENCH MARK DISK
 OT0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0289_STAMPING: C 365 1962
 OT0289_MARK LOGO: CGS
 OT0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0289+STABILITY: SURFACE MOTION
 OT0289
 OT0289  HISTORY     - Date     Condition        Report By
 OT0289  HISTORY     - 1962     MONUMENTED       CGS
 OT0289
 OT0289                          STATION DESCRIPTION
 OT0289
 OT0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0289'9.6 MI NE FROM HERMOSA.
 OT0289'ABOUT 9.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OT0289'RAILWAY FROM THE STATION AT HERMOSA, OR ABOUT 5.85 MILES SOUTHEAST
 OT0289'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM
 OT0289'THE STATION AT RAPID CITY, THENCE 3.25 MILES SOUTH AND WEST ALONG
 OT0289'A GRAVELED ROAD, THENCE 4.1 MILES SOUTHEAST ALONG THE CHICAGO
 OT0289'AND NORTH WESTERN RAILWAY, IN SECTION 15, T 1 S, R 8 E, 0.2 MILE
 OT0289'NORTH OF TRESTLE NO. H189, 0.15 MILE SOUTH OF A WHITE FARMHOUSE
 OT0289'LOCATED ON THE WEST SIDE OF A GRAVELED ROAD, 10 1/2 POLES NORTH
 OT0289'OF MILE POST 88, 64 FEET EAST OF THE CENTER LINE OF A GRAVELED
 OT0289'ROAD, 48 1/2 FEET WEST OF THE WEST RAIL, 1 1/2 FEET WEST OF A FENCE,
 OT0289'2.2 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE
 OT0289'LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0289'6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0050 ***********************************************************************
 OT0050  DESIGNATION -  C 366
 OT0050  PID         -  OT0050
 OT0050  STATE/COUNTY-  SD/PENNINGTON
 OT0050  COUNTRY     -  US
 OT0050  USGS QUAD   -  WALL (2017)
 OT0050
 OT0050                         *CURRENT SURVEY CONTROL
 OT0050  ______________________________________________________________________
 OT0050* NAD 83(1986) POSITION- 43 54 28.     (N) 102 14 20.     (W)   SCALED
 OT0050* NAVD 88 ORTHO HEIGHT -   903.608 (meters)     2964.59  (feet) ADJUSTED
 OT0050  ______________________________________________________________________
 OT0050  GEOID HEIGHT    -        -19.012 (meters)                     GEOID18
 OT0050  DYNAMIC HEIGHT  -        903.316 (meters)     2963.63  (feet) COMP
 OT0050  MODELED GRAVITY -    980,264.6   (mgal)                       NAVD 88
 OT0050
 OT0050  VERT ORDER      -  SECOND    CLASS 0
 OT0050
 OT0050.The horizontal coordinates were scaled from a map and have
 OT0050.an estimated accuracy of +/- 6 seconds.
 OT0050
 OT0050.The orthometric height was determined by differential leveling and
 OT0050.adjusted by the NATIONAL GEODETIC SURVEY
 OT0050.in June 1991.
 OT0050
 OT0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0050.GEOID18 height accuracy estimate available here.
 OT0050
 OT0050.Click photographs - Photos may exist for this station.
 OT0050
 OT0050.The dynamic height is computed by dividing the NAVD 88
 OT0050.geopotential number by the normal gravity value computed on the
 OT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0050.degrees latitude (g = 980.6199 gals.).
 OT0050
 OT0050.The modeled gravity was interpolated from observed gravity values.
 OT0050
 OT0050;                    North         East    Units  Estimated Accuracy
 OT0050;SPC SD S     -   176,670.      446,950.      MT  (+/- 180 meters Scaled)
 OT0050
 OT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ217653(NAD 83)
 OT0050
 OT0050                          SUPERSEDED SURVEY CONTROL
 OT0050
 OT0050  NGVD 29 (??/??/92)  903.141  (m)         2963.06   (f) ADJ UNCH    2 0
 OT0050
 OT0050.Superseded values are not recommended for survey control.
 OT0050
 OT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0050.See file dsdata.pdf to determine how the superseded data were derived.
 OT0050
 OT0050_MARKER: DB = BENCH MARK DISK
 OT0050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0050_STAMPING: C 366 1962
 OT0050_MARK LOGO: CGS
 OT0050_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0050_ROD/PIPE-DEPTH: 3.7 meters
 OT0050
 OT0050  HISTORY     - Date     Condition        Report By
 OT0050  HISTORY     - 1962     MONUMENTED       CGS
 OT0050
 OT0050                          STATION DESCRIPTION
 OT0050
 OT0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0050'6.2 MI S FROM WALL.
 OT0050'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0050'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0050'THENCE 5.8 MILES SOUTH ALONG U.S. HIGHWAY 16A, 0.35 MILE SOUTH
 OT0050'OF THE CREST OF A HILL IN SECTION 6, T 2 S, R 16 E, 48 1/2
 OT0050'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH
 OT0050'OF THE CENTER LINE OF A GATE, 1 1/2 FEET EAST OF A FENCE, ABOUT
 OT0050'4 FEET BELOW THE LEVEL OF THE HIGHWAY, 1.8 FEET NORTH OF A METAL
 OT0050'WITNESS POST, ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OT0050'DRIVEN TO A DEPTH OF 12 FEET AND ENCASED IN A 6-INCH TILE
 OT0050'PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0473 ***********************************************************************
 OS0473  DESIGNATION -  C 367
 OS0473  PID         -  OS0473
 OS0473  STATE/COUNTY-  SD/JACKSON
 OS0473  COUNTRY     -  US
 OS0473  USGS QUAD   -  INTERIOR (2017)
 OS0473
 OS0473                         *CURRENT SURVEY CONTROL
 OS0473  ______________________________________________________________________
 OS0473* NAD 83(1986) POSITION- 43 43 37.     (N) 101 57 35.     (W)   SCALED
 OS0473* NAVD 88 ORTHO HEIGHT -   719.044 (meters)     2359.06  (feet) ADJUSTED
 OS0473  ______________________________________________________________________
 OS0473  GEOID HEIGHT    -        -19.966 (meters)                     GEOID18
 OS0473  DYNAMIC HEIGHT  -        718.814 (meters)     2358.31  (feet) COMP
 OS0473  MODELED GRAVITY -    980,275.7   (mgal)                       NAVD 88
 OS0473
 OS0473  VERT ORDER      -  FIRST     CLASS II
 OS0473
 OS0473.The horizontal coordinates were scaled from a map and have
 OS0473.an estimated accuracy of +/- 6 seconds.
 OS0473
 OS0473.The orthometric height was determined by differential leveling and
 OS0473.adjusted by the NATIONAL GEODETIC SURVEY
 OS0473.in June 1991.
 OS0473
 OS0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0473.GEOID18 height accuracy estimate available here.
 OS0473
 OS0473.Click photographs - Photos may exist for this station.
 OS0473
 OS0473.The dynamic height is computed by dividing the NAVD 88
 OS0473.geopotential number by the normal gravity value computed on the
 OS0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0473.degrees latitude (g = 980.6199 gals.).
 OS0473
 OS0473.The modeled gravity was interpolated from observed gravity values.
 OS0473
 OS0473;                    North         East    Units  Estimated Accuracy
 OS0473;SPC SD S     -   156,100.      468,980.      MT  (+/- 180 meters Scaled)
 OS0473
 OS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP616458(NAD 83)
 OS0473
 OS0473                          SUPERSEDED SURVEY CONTROL
 OS0473
 OS0473  NGVD 29 (??/??/92)  718.605  (m)         2357.62   (f) ADJ UNCH    1 2
 OS0473
 OS0473.Superseded values are not recommended for survey control.
 OS0473
 OS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0473.See file dsdata.pdf to determine how the superseded data were derived.
 OS0473
 OS0473_MARKER: DB = BENCH MARK DISK
 OS0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0473_STAMPING: C 367 1962
 OS0473_MARK LOGO: CGS
 OS0473_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0473+STABILITY: SURFACE MOTION
 OS0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0473+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0473
 OS0473  HISTORY     - Date     Condition        Report By
 OS0473  HISTORY     - 1962     MONUMENTED       CGS
 OS0473  HISTORY     - 20130116 GOOD             INDIV
 OS0473
 OS0473                          STATION DESCRIPTION
 OS0473
 OS0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0473'1.3 MI E FROM INTERIOR.
 OS0473'ABOUT 1.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0473'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 4,
 OS0473'T 4 S, R 18 E, ABOUT 0.1 MILE NORTH OF A LONE SHARP BALD HILL,
 OS0473'133 1/2 FEET EAST OF A T-CORNER FENCE POST WITH A FENCE LEADING
 OS0473'SOUTH, 96 FEET SOUTH OF THE SOUTH RAIL, 63 FEET SOUTH OF THE 3RD
 OS0473'POLE EAST OF MILE POST 587, 2 1/2 FEET NORTH OF A FENCE, 1.3 FEET
 OS0473'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 OS0473'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0473'PROJECTING 3 INCHES.
 OS0473
 OS0473                          STATION RECOVERY (2013)
 OS0473
 OS0473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1648 ***********************************************************************
 PU1648  DESIGNATION -  C 368
 PU1648  PID         -  PU1648
 PU1648  STATE/COUNTY-  SD/MEADE
 PU1648  COUNTRY     -  US
 PU1648  USGS QUAD   -  STURGIS (2017)
 PU1648
 PU1648                         *CURRENT SURVEY CONTROL
 PU1648  ______________________________________________________________________
 PU1648* NAD 83(1986) POSITION- 44 25 32.     (N) 103 33 53.     (W)   SCALED
 PU1648* NAVD 88 ORTHO HEIGHT -  1095.829 (meters)     3595.23  (feet) ADJUSTED
 PU1648  ______________________________________________________________________
 PU1648  GEOID HEIGHT    -        -15.081 (meters)                     GEOID18
 PU1648  DYNAMIC HEIGHT  -       1095.473 (meters)     3594.06  (feet) COMP
 PU1648  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 PU1648
 PU1648  VERT ORDER      -  FIRST     CLASS II
 PU1648
 PU1648.The horizontal coordinates were scaled from a map and have
 PU1648.an estimated accuracy of +/- 6 seconds.
 PU1648
 PU1648.The orthometric height was determined by differential leveling and
 PU1648.adjusted by the NATIONAL GEODETIC SURVEY
 PU1648.in September 1993.
 PU1648
 PU1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1648.GEOID18 height accuracy estimate available here.
 PU1648
 PU1648.Click photographs - Photos may exist for this station.
 PU1648
 PU1648.The dynamic height is computed by dividing the NAVD 88
 PU1648.geopotential number by the normal gravity value computed on the
 PU1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1648.degrees latitude (g = 980.6199 gals.).
 PU1648
 PU1648.The modeled gravity was interpolated from observed gravity values.
 PU1648
 PU1648;                    North         East    Units  Estimated Accuracy
 PU1648;SPC SD N     -    72,060.      316,230.      MT  (+/- 180 meters Scaled)
 PU1648
 PU1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK142201(NAD 83)
 PU1648
 PU1648                          SUPERSEDED SURVEY CONTROL
 PU1648
 PU1648  NAVD 88 (06/15/91) 1095.840  (m)         3595.27   (f) SUPERSEDED  1 2
 PU1648  NGVD 29 (??/??/92) 1095.314  (m)         3593.54   (f) ADJ UNCH    1 2
 PU1648
 PU1648.Superseded values are not recommended for survey control.
 PU1648
 PU1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1648.See file dsdata.pdf to determine how the superseded data were derived.
 PU1648
 PU1648_MARKER: DB = BENCH MARK DISK
 PU1648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1648_SP_SET: HEADWALL
 PU1648_STAMPING: C 368 1962
 PU1648_MARK LOGO: CGS
 PU1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1648+STABILITY: SURFACE MOTION
 PU1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1648+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 PU1648
 PU1648  HISTORY     - Date     Condition        Report By
 PU1648  HISTORY     - 1962     MONUMENTED       CGS
 PU1648  HISTORY     - 19910819 GOOD             NGS
 PU1648  HISTORY     - 20120321 GOOD             INDIV
 PU1648
 PU1648                          STATION DESCRIPTION
 PU1648
 PU1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1648'2 MI NW FROM STURGIS.
 PU1648'ABOUT 2.05 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1648'RAILWAY FROM THE STATION AT STURGIS, IN SECTION 6, T 5 N, R 5 E,
 PU1648'20 POLES NORTHWEST OF MILE POST 130, 12 FEET NORTH OF THE NORTH
 PU1648'RAIL, ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 PU1648'TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 PU1648
 PU1648                          STATION RECOVERY (1991)
 PU1648
 PU1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1648'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 14 ALTERNATE FROM
 PU1648'THE JUNCTION OF INTERSTATE HIGHWAY 90 (EXIT 30) IN STURGIS, THENCE
 PU1648'2.6 KM (1.60 MI) WESTERLY ALONG A PAVED ROAD, IN TOP OF AND 0.6 M
 PU1648'(2.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX
 PU1648'CULVERT UNDER THE CHICAGO AND NORTHWESTERN RAILROAD, 26.4 M (86.6 FT)
 PU1648'SOUTH OF THE CENTERLINE OF THE ROAD, 3.8 M (12.5 FT) NORTH OF THE
 PU1648'NEAR RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK.
 PU1648
 PU1648                          STATION RECOVERY (2012)
 PU1648
 PU1648'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0375 ***********************************************************************
 OR0375  DESIGNATION -  C 37
 OR0375  PID         -  OR0375
 OR0375  STATE/COUNTY-  SD/BRULE
 OR0375  COUNTRY     -  US
 OR0375  USGS QUAD   -  PLATTE LAKE (2017)
 OR0375
 OR0375                         *CURRENT SURVEY CONTROL
 OR0375  ______________________________________________________________________
 OR0375* NAD 83(1986) POSITION- 43 37 52.     (N) 098 51 16.     (W)   SCALED
 OR0375* NAVD 88 ORTHO HEIGHT -   496.223 (meters)     1628.03  (feet) ADJUSTED
 OR0375  ______________________________________________________________________
 OR0375  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 OR0375  DYNAMIC HEIGHT  -        496.080 (meters)     1627.56  (feet) COMP
 OR0375  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 OR0375
 OR0375  VERT ORDER      -  FIRST     CLASS II
 OR0375
 OR0375.The horizontal coordinates were scaled from a map and have
 OR0375.an estimated accuracy of +/- 6 seconds.
 OR0375
 OR0375.The orthometric height was determined by differential leveling and
 OR0375.adjusted by the NATIONAL GEODETIC SURVEY
 OR0375.in June 1991.
 OR0375
 OR0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0375.GEOID18 height accuracy estimate available here.
 OR0375
 OR0375.Click photographs - Photos may exist for this station.
 OR0375
 OR0375.The dynamic height is computed by dividing the NAVD 88
 OR0375.geopotential number by the normal gravity value computed on the
 OR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0375.degrees latitude (g = 980.6199 gals.).
 OR0375
 OR0375.The modeled gravity was interpolated from observed gravity values.
 OR0375
 OR0375;                    North         East    Units  Estimated Accuracy
 OR0375;SPC SD S     -   145,230.      719,330.      MT  (+/- 180 meters Scaled)
 OR0375
 OR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP117309(NAD 83)
 OR0375
 OR0375                          SUPERSEDED SURVEY CONTROL
 OR0375
 OR0375  NGVD 29 (??/??/92)  495.876  (m)         1626.89   (f) ADJ UNCH    1 2
 OR0375
 OR0375.Superseded values are not recommended for survey control.
 OR0375
 OR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0375.See file dsdata.pdf to determine how the superseded data were derived.
 OR0375
 OR0375_MARKER: DB = BENCH MARK DISK
 OR0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0375_STAMPING: 1626.886 C 37 1933
 OR0375_MARK LOGO: CGS
 OR0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0375+STABILITY: SURFACE MOTION
 OR0375
 OR0375  HISTORY     - Date     Condition        Report By
 OR0375  HISTORY     - 1933     MONUMENTED       CGS
 OR0375  HISTORY     - 1934     GOOD             CGS
 OR0375  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0375
 OR0375                          STATION DESCRIPTION
 OR0375
 OR0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0375'17.5 MI N FROM PLATTE.
 OR0375'IN BRULE COUNTY, 17-1/2 MILES NORTH ALONG U.S. HIGHWAY 281 FROM
 OR0375'PLATTE, CHARLES MIX COUNTY, 12.5 MILES SOUTHEAST OF KIMBALL,
 OR0375'BRULE COUNTY, AT CENTER SCHOOL, 108 FEET NORTHEAST OF THE
 OR0375'CORNER OF THE SCHOOLHOUSE, 54.5 FEET WEST OF THE CENTER LINE
 OR0375'OF THE HIGHWAY, 8 FEET WEST OF A FENCE CORNER, AND 2 FEET SOUTH
 OR0375'OF THE FENCE.  A STANDARD DISK, STAMPED 1626.886 C 37 1933
 OR0375'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OR0375'ABOVE GROUND.
 OR0375
 OR0375                          STATION RECOVERY (1934)
 OR0375
 OR0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0375'RECOVERED IN GOOD CONDITION.
 OR0375
 OR0375                          STATION RECOVERY (2012)
 OR0375
 OR0375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0207 ***********************************************************************
 OS0207  DESIGNATION -  C 370
 OS0207  PID         -  OS0207
 OS0207  STATE/COUNTY-  SD/JONES
 OS0207  COUNTRY     -  US
 OS0207  USGS QUAD   -  OKATON (2017)
 OS0207
 OS0207                         *CURRENT SURVEY CONTROL
 OS0207  ______________________________________________________________________
 OS0207* NAD 83(1986) POSITION- 43 52 37.     (N) 100 52 34.     (W)   SCALED
 OS0207* NAVD 88 ORTHO HEIGHT -   717.750 (meters)     2354.82  (feet) ADJUSTED
 OS0207  ______________________________________________________________________
 OS0207  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 OS0207  DYNAMIC HEIGHT  -        717.513 (meters)     2354.04  (feet) COMP
 OS0207  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 OS0207
 OS0207  VERT ORDER      -  FIRST     CLASS II
 OS0207
 OS0207.The horizontal coordinates were scaled from a map and have
 OS0207.an estimated accuracy of +/- 6 seconds.
 OS0207
 OS0207.The orthometric height was determined by differential leveling and
 OS0207.adjusted by the NATIONAL GEODETIC SURVEY
 OS0207.in June 1991.
 OS0207
 OS0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0207.GEOID18 height accuracy estimate available here.
 OS0207
 OS0207.Click photographs - Photos may exist for this station.
 OS0207
 OS0207.The dynamic height is computed by dividing the NAVD 88
 OS0207.geopotential number by the normal gravity value computed on the
 OS0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0207.degrees latitude (g = 980.6199 gals.).
 OS0207
 OS0207.The modeled gravity was interpolated from observed gravity values.
 OS0207
 OS0207;                    North         East    Units  Estimated Accuracy
 OS0207;SPC SD S     -   171,630.      556,380.      MT  (+/- 180 meters Scaled)
 OS0207
 OS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP492599(NAD 83)
 OS0207
 OS0207                          SUPERSEDED SURVEY CONTROL
 OS0207
 OS0207  NGVD 29 (??/??/92)  717.283  (m)         2353.29   (f) ADJ UNCH    1 2
 OS0207
 OS0207.Superseded values are not recommended for survey control.
 OS0207
 OS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0207.See file dsdata.pdf to determine how the superseded data were derived.
 OS0207
 OS0207_MARKER: DB = BENCH MARK DISK
 OS0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0207_STAMPING: C 370 1962
 OS0207_MARK LOGO: CGS
 OS0207_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0207+STABILITY: SURFACE MOTION
 OS0207
 OS0207  HISTORY     - Date     Condition        Report By
 OS0207  HISTORY     - 1962     MONUMENTED       CGS
 OS0207
 OS0207                          STATION DESCRIPTION
 OS0207
 OS0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0207'1.1 MI SE FROM OKATON.
 OS0207'ABOUT 1.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0207'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN
 OS0207'SECTION 15 T 2 S, R 27 E, 4 POLES EAST OF MILE POST 526, 45 FEET
 OS0207'NORTH OF THE NORTH RAIL, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET
 OS0207'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 OS0207'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0509 ***********************************************************************
 PT0509  DESIGNATION -  C 371
 PT0509  PID         -  PT0509
 PT0509  STATE/COUNTY-  SD/HAAKON
 PT0509  COUNTRY     -  US
 PT0509  USGS QUAD   -  ELBON (2017)
 PT0509
 PT0509                         *CURRENT SURVEY CONTROL
 PT0509  ______________________________________________________________________
 PT0509* NAD 83(1986) POSITION- 44 18 39.     (N) 101 40 40.     (W)   SCALED
 PT0509* NAVD 88 ORTHO HEIGHT -   753.611 (meters)     2472.47  (feet) ADJUSTED
 PT0509  ______________________________________________________________________
 PT0509  GEOID HEIGHT    -        -20.961 (meters)                     GEOID18
 PT0509  DYNAMIC HEIGHT  -        753.403 (meters)     2471.79  (feet) COMP
 PT0509  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 PT0509
 PT0509  VERT ORDER      -  FIRST     CLASS II
 PT0509
 PT0509.The horizontal coordinates were scaled from a map and have
 PT0509.an estimated accuracy of +/- 6 seconds.
 PT0509
 PT0509.The orthometric height was determined by differential leveling and
 PT0509.adjusted by the NATIONAL GEODETIC SURVEY
 PT0509.in June 1991.
 PT0509
 PT0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0509.GEOID18 height accuracy estimate available here.
 PT0509
 PT0509.Click photographs - Photos may exist for this station.
 PT0509
 PT0509.The dynamic height is computed by dividing the NAVD 88
 PT0509.geopotential number by the normal gravity value computed on the
 PT0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0509.degrees latitude (g = 980.6199 gals.).
 PT0509
 PT0509.The modeled gravity was interpolated from observed gravity values.
 PT0509
 PT0509;                    North         East    Units  Estimated Accuracy
 PT0509;SPC SD S     -   220,560.      492,740.      MT  (+/- 180 meters Scaled)
 PT0509
 PT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ864098(NAD 83)
 PT0509
 PT0509                          SUPERSEDED SURVEY CONTROL
 PT0509
 PT0509  NGVD 29 (??/??/92)  753.143  (m)         2470.94   (f) ADJ UNCH    1 2
 PT0509
 PT0509.Superseded values are not recommended for survey control.
 PT0509
 PT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0509.See file dsdata.pdf to determine how the superseded data were derived.
 PT0509
 PT0509_MARKER: DB = BENCH MARK DISK
 PT0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0509_STAMPING: C 371 1962
 PT0509_MARK LOGO: CGS
 PT0509_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0509+STABILITY: SURFACE MOTION
 PT0509
 PT0509  HISTORY     - Date     Condition        Report By
 PT0509  HISTORY     - 1962     MONUMENTED       CGS
 PT0509
 PT0509                          STATION DESCRIPTION
 PT0509
 PT0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0509'10.4 MI S FROM MILESVILLE.
 PT0509'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0509'THE LUTHERAN HOUR AT MILESVILLE, THENCE 6.35 MILES SOUTH
 PT0509'ALONG STATE HIGHWAY 73, 59 FEET NORTH OF A TELEPHONE POLE,
 PT0509'34 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF
 PT0509'A FENCE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 PT0509'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0509'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0594 ***********************************************************************
 PT0594  DESIGNATION -  C 372
 PT0594  PID         -  PT0594
 PT0594  STATE/COUNTY-  SD/HAAKON
 PT0594  COUNTRY     -  US
 PT0594  USGS QUAD   -  PHILIP SE (2017)
 PT0594
 PT0594                         *CURRENT SURVEY CONTROL
 PT0594  ______________________________________________________________________
 PT0594* NAD 83(1986) POSITION- 44 02 25.     (N) 101 36 40.     (W)   SCALED
 PT0594* NAVD 88 ORTHO HEIGHT -   646.424 (meters)     2120.81  (feet) ADJUSTED
 PT0594  ______________________________________________________________________
 PT0594  GEOID HEIGHT    -        -21.302 (meters)                     GEOID18
 PT0594  DYNAMIC HEIGHT  -        646.233 (meters)     2120.18  (feet) COMP
 PT0594  MODELED GRAVITY -    980,303.0   (mgal)                       NAVD 88
 PT0594
 PT0594  VERT ORDER      -  SECOND    CLASS 0
 PT0594
 PT0594.The horizontal coordinates were scaled from a map and have
 PT0594.an estimated accuracy of +/- 6 seconds.
 PT0594
 PT0594.The orthometric height was determined by differential leveling and
 PT0594.adjusted by the NATIONAL GEODETIC SURVEY
 PT0594.in June 1991.
 PT0594
 PT0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0594.GEOID18 height accuracy estimate available here.
 PT0594
 PT0594.Click photographs - Photos may exist for this station.
 PT0594
 PT0594.The dynamic height is computed by dividing the NAVD 88
 PT0594.geopotential number by the normal gravity value computed on the
 PT0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0594.degrees latitude (g = 980.6199 gals.).
 PT0594
 PT0594.The modeled gravity was interpolated from observed gravity values.
 PT0594
 PT0594;                    North         East    Units  Estimated Accuracy
 PT0594;SPC SD S     -   190,420.      497,590.      MT  (+/- 180 meters Scaled)
 PT0594
 PT0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP907796(NAD 83)
 PT0594
 PT0594                          SUPERSEDED SURVEY CONTROL
 PT0594
 PT0594  NGVD 29 (??/??/92)  645.969  (m)         2119.32   (f) ADJ UNCH    2 0
 PT0594
 PT0594.Superseded values are not recommended for survey control.
 PT0594
 PT0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0594.See file dsdata.pdf to determine how the superseded data were derived.
 PT0594
 PT0594_MARKER: DB = BENCH MARK DISK
 PT0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0594_STAMPING: C 372 1962
 PT0594_MARK LOGO: CGS
 PT0594_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0594+STABILITY: SURFACE MOTION
 PT0594
 PT0594  HISTORY     - Date     Condition        Report By
 PT0594  HISTORY     - 1962     MONUMENTED       CGS
 PT0594
 PT0594                          STATION DESCRIPTION
 PT0594
 PT0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0594'2.8 MI E FROM PHILIP.
 PT0594'ABOUT 2.85 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PT0594'RAILWAY FROM THE STATION AT PHILIP, 6 1/2 POLES WEST OF MILE POST
 PT0594'557 AND AT A PRIVATE ROAD CROSSING, IN SECTION 17, T 1 N, R 21
 PT0594'E, 96 FEET SOUTH OF THE SOUTH RAIL, 179 FEET SOUTHEAST OF THE
 PT0594'CENTER OF THE ROAD CROSSING, 11 FEET EAST OF THE MOST EASTERLY
 PT0594'ONE OF TWO LARGE COTTONWOOD TREES, 1 1/2 FEET SOUTH OF A FENCE, 76
 PT0594'FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET EAST OF A METAL
 PT0594'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL, AND
 PT0594'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0674 ***********************************************************************
 PT0674  DESIGNATION -  C 373
 PT0674  PID         -  PT0674
 PT0674  STATE/COUNTY-  SD/HAAKON
 PT0674  COUNTRY     -  US
 PT0674  USGS QUAD   -  MILESVILLE (2017)
 PT0674
 PT0674                         *CURRENT SURVEY CONTROL
 PT0674  ______________________________________________________________________
 PT0674* NAD 83(1986) POSITION- 44 24 05.     (N) 101 41 58.     (W)   SCALED
 PT0674* NAVD 88 ORTHO HEIGHT -   758.582 (meters)     2488.78  (feet) ADJUSTED
 PT0674  ______________________________________________________________________
 PT0674  GEOID HEIGHT    -        -20.866 (meters)                     GEOID18
 PT0674  DYNAMIC HEIGHT  -        758.383 (meters)     2488.13  (feet) COMP
 PT0674  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 PT0674
 PT0674  VERT ORDER      -  FIRST     CLASS II
 PT0674
 PT0674.The horizontal coordinates were scaled from a map and have
 PT0674.an estimated accuracy of +/- 6 seconds.
 PT0674
 PT0674.The orthometric height was determined by differential leveling and
 PT0674.adjusted by the NATIONAL GEODETIC SURVEY
 PT0674.in October 1997.
 PT0674
 PT0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0674.GEOID18 height accuracy estimate available here.
 PT0674
 PT0674.Click photographs - Photos may exist for this station.
 PT0674
 PT0674.The dynamic height is computed by dividing the NAVD 88
 PT0674.geopotential number by the normal gravity value computed on the
 PT0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0674.degrees latitude (g = 980.6199 gals.).
 PT0674
 PT0674.The modeled gravity was interpolated from observed gravity values.
 PT0674
 PT0674;                    North         East    Units  Estimated Accuracy
 PT0674;SPC SD S     -   230,650.      491,180.      MT  (+/- 180 meters Scaled)
 PT0674
 PT0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ850200(NAD 83)
 PT0674
 PT0674                          SUPERSEDED SURVEY CONTROL
 PT0674
 PT0674  NAVD 88 (06/15/91)  758.598  (m)         2488.83   (f) SUPERSEDED  1 2
 PT0674  NGVD 29 (??/??/92)  758.137  (m)         2487.32   (f) ADJ UNCH    1 2
 PT0674
 PT0674.Superseded values are not recommended for survey control.
 PT0674
 PT0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0674.See file dsdata.pdf to determine how the superseded data were derived.
 PT0674
 PT0674_MARKER: DB = BENCH MARK DISK
 PT0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0674_STAMPING: C 373 1962
 PT0674_MARK LOGO: CGS
 PT0674_PROJECTION: RECESSED 10 CENTIMETERS
 PT0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0674+STABILITY: SURFACE MOTION
 PT0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0674+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0674
 PT0674  HISTORY     - Date     Condition        Report By
 PT0674  HISTORY     - 1962     MONUMENTED       CGS
 PT0674  HISTORY     - 19950718 GOOD             NGS
 PT0674  HISTORY     - 20120612 GOOD             INDIV
 PT0674
 PT0674                          STATION DESCRIPTION
 PT0674
 PT0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0674'5 MI SW FROM MILESVILLE.
 PT0674'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0674'THE LUTHERAN HOUR AT MILESVILLE, THENCE 1.0 MILE WEST ALONG STATE
 PT0674'HIGHWAY 34 AND 73, 1.0 MILE WEST OF THE SERVICE STATION AT
 PT0674'BILLSBURG, 99 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 51
 PT0674'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 44 FEET
 PT0674'SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET WEST OF A METAL WITNESS
 PT0674'POST, 1 1/2 FEET SOUTH OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL
 PT0674'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PT0674'PROJECTS ABOUT 6-INCHES.
 PT0674
 PT0674                          STATION RECOVERY (1995)
 PT0674
 PT0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0674'44.2 KM (27.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0674'OF STATE HIGHWAY 73 IN HOWES, 511.0 M (1676.5 FT) EAST OF MILEPOST
 PT0674'140, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.1 M (49.5
 PT0674'FT) WEST OF THE CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL
 PT0674'OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE
 PT0674'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 PT0674
 PT0674                          STATION RECOVERY (2012)
 PT0674
 PT0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0705 ***********************************************************************
 PT0705  DESIGNATION -  C 374
 PT0705  PID         -  PT0705
 PT0705  STATE/COUNTY-  SD/HAAKON
 PT0705  COUNTRY     -  US
 PT0705  USGS QUAD   -  HILLAND (2017)
 PT0705
 PT0705                         *CURRENT SURVEY CONTROL
 PT0705  ______________________________________________________________________
 PT0705* NAD 83(1986) POSITION- 44 17 02.     (N) 101 49 39.     (W)   SCALED
 PT0705* NAVD 88 ORTHO HEIGHT -   787.512 (meters)     2583.70  (feet) ADJUSTED
 PT0705  ______________________________________________________________________
 PT0705  GEOID HEIGHT    -        -20.455 (meters)                     GEOID18
 PT0705  DYNAMIC HEIGHT  -        787.291 (meters)     2582.97  (feet) COMP
 PT0705  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 PT0705
 PT0705  VERT ORDER      -  SECOND    CLASS 0
 PT0705
 PT0705.The horizontal coordinates were scaled from a map and have
 PT0705.an estimated accuracy of +/- 6 seconds.
 PT0705
 PT0705.The orthometric height was determined by differential leveling and
 PT0705.adjusted by the NATIONAL GEODETIC SURVEY
 PT0705.in June 1991.
 PT0705
 PT0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0705.GEOID18 height accuracy estimate available here.
 PT0705
 PT0705.Click photographs - Photos may exist for this station.
 PT0705
 PT0705.The dynamic height is computed by dividing the NAVD 88
 PT0705.geopotential number by the normal gravity value computed on the
 PT0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0705.degrees latitude (g = 980.6199 gals.).
 PT0705
 PT0705.The modeled gravity was interpolated from observed gravity values.
 PT0705
 PT0705;                    North         East    Units  Estimated Accuracy
 PT0705;SPC SD S     -   217,770.      480,740.      MT  (+/- 180 meters Scaled)
 PT0705
 PT0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ743072(NAD 83)
 PT0705
 PT0705                          SUPERSEDED SURVEY CONTROL
 PT0705
 PT0705  NGVD 29 (??/??/92)  787.047  (m)         2582.17   (f) ADJ UNCH    2 0
 PT0705
 PT0705.Superseded values are not recommended for survey control.
 PT0705
 PT0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0705.See file dsdata.pdf to determine how the superseded data were derived.
 PT0705
 PT0705_MARKER: DB = BENCH MARK DISK
 PT0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0705_STAMPING: C 374 1962
 PT0705_MARK LOGO: CGS
 PT0705_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0705+STABILITY: SURFACE MOTION
 PT0705
 PT0705  HISTORY     - Date     Condition        Report By
 PT0705  HISTORY     - 1962     MONUMENTED       CGS
 PT0705
 PT0705                          STATION DESCRIPTION
 PT0705
 PT0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0705'1.5 MI E FROM HILLAND.
 PT0705'ABOUT 1.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0705'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVEL ROAD,
 PT0705'A ROAD LEADING NORTH AND A TRAIL ROAD LEADING SOUTH, IN SECTION
 PT0705'27, T 4 N, R 19 E, 71 FEET SOUTH OF THE CENTER LINE OF THE
 PT0705'GRAVEL ROAD, 32 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD,
 PT0705'36 FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A
 PT0705'FENCE, 15 FEET SOUTH OF AN EAST-WEST FENCE, 1.8 FEET NORTH
 PT0705'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PT0705'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0375 ***********************************************************************
 PU0375  DESIGNATION -  C 375
 PU0375  PID         -  PU0375
 PU0375  STATE/COUNTY-  SD/PENNINGTON
 PU0375  COUNTRY     -  US
 PU0375  USGS QUAD   -  PEDRO (2017)
 PU0375
 PU0375                         *CURRENT SURVEY CONTROL
 PU0375  ______________________________________________________________________
 PU0375* NAD 83(1986) POSITION- 44 23 22.     (N) 102 05 03.     (W)   SCALED
 PU0375* NAVD 88 ORTHO HEIGHT -   742.214 (meters)     2435.08  (feet) ADJUSTED
 PU0375  ______________________________________________________________________
 PU0375  GEOID HEIGHT    -        -19.746 (meters)                     GEOID18
 PU0375  DYNAMIC HEIGHT  -        742.029 (meters)     2434.47  (feet) COMP
 PU0375  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 PU0375
 PU0375  VERT ORDER      -  SECOND    CLASS 0
 PU0375
 PU0375.The horizontal coordinates were scaled from a map and have
 PU0375.an estimated accuracy of +/- 6 seconds.
 PU0375
 PU0375.The orthometric height was determined by differential leveling and
 PU0375.adjusted by the NATIONAL GEODETIC SURVEY
 PU0375.in June 1991.
 PU0375
 PU0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0375.GEOID18 height accuracy estimate available here.
 PU0375
 PU0375.Click photographs - Photos may exist for this station.
 PU0375
 PU0375.The dynamic height is computed by dividing the NAVD 88
 PU0375.geopotential number by the normal gravity value computed on the
 PU0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0375.degrees latitude (g = 980.6199 gals.).
 PU0375
 PU0375.The modeled gravity was interpolated from observed gravity values.
 PU0375
 PU0375;                    North         East    Units  Estimated Accuracy
 PU0375;SPC SD S     -   229,900.      460,510.      MT  (+/- 180 meters Scaled)
 PU0375
 PU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK322192(NAD 83)
 PU0375
 PU0375                          SUPERSEDED SURVEY CONTROL
 PU0375
 PU0375  NGVD 29 (??/??/92)  741.766  (m)         2433.61   (f) ADJ UNCH    2 0
 PU0375
 PU0375.Superseded values are not recommended for survey control.
 PU0375
 PU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0375.See file dsdata.pdf to determine how the superseded data were derived.
 PU0375
 PU0375_MARKER: DB = BENCH MARK DISK
 PU0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0375_STAMPING: C 375 1962
 PU0375_MARK LOGO: CGS
 PU0375_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0375+STABILITY: SURFACE MOTION
 PU0375
 PU0375  HISTORY     - Date     Condition        Report By
 PU0375  HISTORY     - 1962     MONUMENTED       CGS
 PU0375
 PU0375                          STATION DESCRIPTION
 PU0375
 PU0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0375'3.4 MI SE FROM PEDRO.
 PU0375'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0375'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 PU0375'2.0 MILES SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 17, T 5 N,
 PU0375'R 17 E, 61 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.2
 PU0375'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 PU0375'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0375'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2096 ***********************************************************************
 PU2096  DESIGNATION -  C 376
 PU2096  PID         -  PU2096
 PU2096  STATE/COUNTY-  SD/LAWRENCE
 PU2096  COUNTRY     -  US
 PU2096  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2096
 PU2096                         *CURRENT SURVEY CONTROL
 PU2096  ______________________________________________________________________
 PU2096* NAD 83(1986) POSITION- 44 30 55.     (N) 103 55 34.     (W)   SCALED
 PU2096* NAVD 88 ORTHO HEIGHT -  1132.558 (meters)     3715.73  (feet) ADJUSTED
 PU2096  ______________________________________________________________________
 PU2096  GEOID HEIGHT    -        -14.571 (meters)                     GEOID18
 PU2096  DYNAMIC HEIGHT  -       1132.170 (meters)     3714.46  (feet) COMP
 PU2096  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 PU2096
 PU2096  VERT ORDER      -  SECOND    CLASS 0
 PU2096
 PU2096.The horizontal coordinates were scaled from a map and have
 PU2096.an estimated accuracy of +/- 6 seconds.
 PU2096
 PU2096.The orthometric height was determined by differential leveling and
 PU2096.adjusted by the NATIONAL GEODETIC SURVEY
 PU2096.in June 1991.
 PU2096
 PU2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2096.GEOID18 height accuracy estimate available here.
 PU2096
 PU2096.Click photographs - Photos may exist for this station.
 PU2096
 PU2096.The dynamic height is computed by dividing the NAVD 88
 PU2096.geopotential number by the normal gravity value computed on the
 PU2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2096.degrees latitude (g = 980.6199 gals.).
 PU2096
 PU2096.The modeled gravity was interpolated from observed gravity values.
 PU2096
 PU2096;                    North         East    Units  Estimated Accuracy
 PU2096;SPC SD N     -    83,350.      287,970.      MT  (+/- 180 meters Scaled)
 PU2096
 PU2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK853296(NAD 83)
 PU2096
 PU2096                          SUPERSEDED SURVEY CONTROL
 PU2096
 PU2096  NGVD 29 (??/??/92) 1131.992  (m)         3713.88   (f) ADJ UNCH    2 0
 PU2096
 PU2096.Superseded values are not recommended for survey control.
 PU2096
 PU2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2096.See file dsdata.pdf to determine how the superseded data were derived.
 PU2096
 PU2096_MARKER: DB = BENCH MARK DISK
 PU2096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2096_SP_SET: CULVERT HEADWALL
 PU2096_STAMPING: C 376 1962
 PU2096_MARK LOGO: CGS
 PU2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2096+STABILITY: SURFACE MOTION
 PU2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2096+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 PU2096
 PU2096  HISTORY     - Date     Condition        Report By
 PU2096  HISTORY     - 1962     MONUMENTED       CGS
 PU2096  HISTORY     - 20070501 GOOD             NJS
 PU2096
 PU2096                          STATION DESCRIPTION
 PU2096
 PU2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2096'4.8 MI NW FROM SPEARFISH.
 PU2096'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU2096'AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD HIGHWAY 14, THENCE
 PU2096'4.2 MILE NORTHWEST ALONG OLD HIGHWAY 14, SET ACROSS THE ROAD
 PU2096'FROM STOCK PENS.  AT A CULVERT UNDER THE HIGHWAY, SET IN TOP AND
 PU2096'AT THE SOUTHWEST END OF THE WINGWALL FOR THE WEST HEADWALL,
 PU2096'17 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.1 FOOT
 PU2096'NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL, AND DRILLED
 PU2096'IN HORIZONTAL ABOUT 2 FEET ABOVE THE HIGHWAY.
 PU2096
 PU2096                          STATION RECOVERY (2007)
 PU2096
 PU2096'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1707 ***********************************************************************
 PU1707  DESIGNATION -  C 377
 PU1707  PID         -  PU1707
 PU1707  STATE/COUNTY-  SD/LAWRENCE
 PU1707  COUNTRY     -  US
 PU1707  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1707
 PU1707                         *CURRENT SURVEY CONTROL
 PU1707  ______________________________________________________________________
 PU1707* NAD 83(1986) POSITION- 44 26 43.     (N) 103 41 45.     (W)   SCALED
 PU1707* NAVD 88 ORTHO HEIGHT -  1194.644 (meters)     3919.43  (feet) ADJUSTED
 PU1707  ______________________________________________________________________
 PU1707  GEOID HEIGHT    -        -14.626 (meters)                     GEOID18
 PU1707  DYNAMIC HEIGHT  -       1194.238 (meters)     3918.10  (feet) COMP
 PU1707  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 PU1707
 PU1707  VERT ORDER      -  SECOND    CLASS 0
 PU1707
 PU1707.The horizontal coordinates were scaled from a map and have
 PU1707.an estimated accuracy of +/- 6 seconds.
 PU1707
 PU1707.The orthometric height was determined by differential leveling and
 PU1707.adjusted by the NATIONAL GEODETIC SURVEY
 PU1707.in June 1991.
 PU1707
 PU1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1707.GEOID18 height accuracy estimate available here.
 PU1707
 PU1707.Click photographs - Photos may exist for this station.
 PU1707
 PU1707.The dynamic height is computed by dividing the NAVD 88
 PU1707.geopotential number by the normal gravity value computed on the
 PU1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1707.degrees latitude (g = 980.6199 gals.).
 PU1707
 PU1707.The modeled gravity was interpolated from observed gravity values.
 PU1707
 PU1707;                    North         East    Units  Estimated Accuracy
 PU1707;SPC SD N     -    74,720.      305,900.      MT  (+/- 180 meters Scaled)
 PU1707
 PU1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK037221(NAD 83)
 PU1707
 PU1707                          SUPERSEDED SURVEY CONTROL
 PU1707
 PU1707  NGVD 29 (??/??/92) 1194.104  (m)         3917.66   (f) ADJ UNCH    2 0
 PU1707
 PU1707.Superseded values are not recommended for survey control.
 PU1707
 PU1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1707.See file dsdata.pdf to determine how the superseded data were derived.
 PU1707
 PU1707_MARKER: DB = BENCH MARK DISK
 PU1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1707_STAMPING: C 377 1962
 PU1707_MARK LOGO: CGS
 PU1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1707+STABILITY: SURFACE MOTION
 PU1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1707+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 PU1707
 PU1707  HISTORY     - Date     Condition        Report By
 PU1707  HISTORY     - 1962     MONUMENTED       CGS
 PU1707  HISTORY     - 20101210 GOOD             INDIV
 PU1707
 PU1707                          STATION DESCRIPTION
 PU1707
 PU1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1707'10.4 MI SE FROM SPEARFISH.
 PU1707'9.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1707'AT SPEARFISH, THENCE 1.15 MILE EAST ALONG A GRAVELED ROAD, AT
 PU1707'A T JUNCTION OF A GRADED ROAD SOUTH, 29 FEET SOUTH OF THE
 PU1707'CENTERLINE OF THE GRAVELED ROAD, 10 FEET EAST OF THE CENTERLINE
 PU1707'OF THE GRADED ROAD, 3.5 FEET EAST OF A GATE POST, 1 FOOT NORTH
 PU1707'OF THE FENCE LINE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 2 FEET
 PU1707'HIGHER THAN THE GRAVELED ROAD, A CONCRETE POST PROJECTING 0.5
 PU1707'FOOT.
 PU1707
 PU1707                          STATION RECOVERY (2010)
 PU1707
 PU1707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (NRO)
 PU1707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0442 ***********************************************************************
 PU0442  DESIGNATION -  C 378
 PU0442  PID         -  PU0442
 PU0442  STATE/COUNTY-  SD/PENNINGTON
 PU0442  COUNTRY     -  US
 PU0442  USGS QUAD   -  RAINY CREEK (2017)
 PU0442
 PU0442                         *CURRENT SURVEY CONTROL
 PU0442  ______________________________________________________________________
 PU0442* NAD 83(1986) POSITION- 44 14 25.     (N) 102 11 16.     (W)   SCALED
 PU0442* NAVD 88 ORTHO HEIGHT -   790.015 (meters)     2591.91  (feet) ADJUSTED
 PU0442  ______________________________________________________________________
 PU0442  GEOID HEIGHT    -        -19.347 (meters)                     GEOID18
 PU0442  DYNAMIC HEIGHT  -        789.792 (meters)     2591.18  (feet) COMP
 PU0442  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 PU0442
 PU0442  VERT ORDER      -  SECOND    CLASS 0
 PU0442
 PU0442.The horizontal coordinates were scaled from a map and have
 PU0442.an estimated accuracy of +/- 6 seconds.
 PU0442
 PU0442.The orthometric height was determined by differential leveling and
 PU0442.adjusted by the NATIONAL GEODETIC SURVEY
 PU0442.in June 1991.
 PU0442
 PU0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0442.GEOID18 height accuracy estimate available here.
 PU0442
 PU0442.Click photographs - Photos may exist for this station.
 PU0442
 PU0442.The dynamic height is computed by dividing the NAVD 88
 PU0442.geopotential number by the normal gravity value computed on the
 PU0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0442.degrees latitude (g = 980.6199 gals.).
 PU0442
 PU0442.The modeled gravity was interpolated from observed gravity values.
 PU0442
 PU0442;                    North         East    Units  Estimated Accuracy
 PU0442;SPC SD S     -   213,510.      451,880.      MT  (+/- 180 meters Scaled)
 PU0442
 PU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK245024(NAD 83)
 PU0442
 PU0442                          SUPERSEDED SURVEY CONTROL
 PU0442
 PU0442  NGVD 29 (??/??/92)  789.555  (m)         2590.40   (f) ADJ UNCH    2 0
 PU0442
 PU0442.Superseded values are not recommended for survey control.
 PU0442
 PU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0442.See file dsdata.pdf to determine how the superseded data were derived.
 PU0442
 PU0442_MARKER: DB = BENCH MARK DISK
 PU0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0442_STAMPING: C 378 1962
 PU0442_MARK LOGO: CGS
 PU0442_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0442+STABILITY: SURFACE MOTION
 PU0442
 PU0442  HISTORY     - Date     Condition        Report By
 PU0442  HISTORY     - 1962     MONUMENTED       CGS
 PU0442
 PU0442                          STATION DESCRIPTION
 PU0442
 PU0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0442'2 MI SE FROM CREIGHTON.
 PU0442'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0442'SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0442'GRAVELED ROAD, 49 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 PU0442'JUNCTION, 10 1/2 FEET EAST OF THE CENTER LINE OF A FIELD ROAD,
 PU0442'7.0 FEET NORTH OF A CORNER FENCE POST, 1.0 FEET WEST OF A FENCE,
 PU0442'1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0442'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0541 ***********************************************************************
 PU0541  DESIGNATION -  C 379
 PU0541  PID         -  PU0541
 PU0541  STATE/COUNTY-  SD/PENNINGTON
 PU0541  COUNTRY     -  US
 PU0541  USGS QUAD   -  LAKE HILL (2017)
 PU0541
 PU0541                         *CURRENT SURVEY CONTROL
 PU0541  ______________________________________________________________________
 PU0541* NAD 83(1986) POSITION- 44 06 37.     (N) 102 07 38.     (W)   SCALED
 PU0541* NAVD 88 ORTHO HEIGHT -   889.476 (meters)     2918.22  (feet) ADJUSTED
 PU0541  ______________________________________________________________________
 PU0541  GEOID HEIGHT    -        -19.384 (meters)                     GEOID18
 PU0541  DYNAMIC HEIGHT  -        889.218 (meters)     2917.38  (feet) COMP
 PU0541  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 PU0541
 PU0541  VERT ORDER      -  SECOND    CLASS 0
 PU0541
 PU0541.The horizontal coordinates were scaled from a map and have
 PU0541.an estimated accuracy of +/- 6 seconds.
 PU0541
 PU0541.The orthometric height was determined by differential leveling and
 PU0541.adjusted by the NATIONAL GEODETIC SURVEY
 PU0541.in June 1991.
 PU0541
 PU0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0541.GEOID18 height accuracy estimate available here.
 PU0541
 PU0541.Click photographs - Photos may exist for this station.
 PU0541
 PU0541.The dynamic height is computed by dividing the NAVD 88
 PU0541.geopotential number by the normal gravity value computed on the
 PU0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0541.degrees latitude (g = 980.6199 gals.).
 PU0541
 PU0541.The modeled gravity was interpolated from observed gravity values.
 PU0541
 PU0541;                    North         East    Units  Estimated Accuracy
 PU0541;SPC SD S     -   198,960.      456,410.      MT  (+/- 180 meters Scaled)
 PU0541
 PU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ298881(NAD 83)
 PU0541
 PU0541                          SUPERSEDED SURVEY CONTROL
 PU0541
 PU0541  NGVD 29 (??/??/92)  889.025  (m)         2916.74   (f) ADJ UNCH    2 0
 PU0541
 PU0541.Superseded values are not recommended for survey control.
 PU0541
 PU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0541.See file dsdata.pdf to determine how the superseded data were derived.
 PU0541
 PU0541_MARKER: DB = BENCH MARK DISK
 PU0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0541_STAMPING: C 379 1962
 PU0541_MARK LOGO: CGS
 PU0541_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0541+STABILITY: SURFACE MOTION
 PU0541
 PU0541  HISTORY     - Date     Condition        Report By
 PU0541  HISTORY     - 1962     MONUMENTED       CGS
 PU0541
 PU0541                          STATION DESCRIPTION
 PU0541
 PU0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0541'8.7 MI N FROM QUINN.
 PU0541'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0541'AT QUINN, 0.1 MILE EAST OF A SET OF FARM BUILDINGS ON THE NORTH
 PU0541'SIDE OF THE ROAD, 88 FEET NORTHEAST OF THE CENTER OF A ROAD
 PU0541'INTERSECTION, 76 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 PU0541'ROAD, 47 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD,
 PU0541'1.2 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS
 PU0541'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 PU0541'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0153 ***********************************************************************
 OS0153  DESIGNATION -  C 38
 OS0153  PID         -  OS0153
 OS0153  STATE/COUNTY-  SD/MELLETTE
 OS0153  COUNTRY     -  US
 OS0153  USGS QUAD   -  MISSION NW (2017)
 OS0153
 OS0153                         *CURRENT SURVEY CONTROL
 OS0153  ______________________________________________________________________
 OS0153* NAD 83(1986) POSITION- 43 23 36.     (N) 100 42 33.     (W)   SCALED
 OS0153* NAVD 88 ORTHO HEIGHT -   722.676 (meters)     2370.98  (feet) ADJUSTED
 OS0153  ______________________________________________________________________
 OS0153  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 OS0153  DYNAMIC HEIGHT  -        722.396 (meters)     2370.06  (feet) COMP
 OS0153  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 OS0153
 OS0153  VERT ORDER      -  FIRST     CLASS II
 OS0153
 OS0153.The horizontal coordinates were scaled from a map and have
 OS0153.an estimated accuracy of +/- 6 seconds.
 OS0153
 OS0153.The orthometric height was determined by differential leveling and
 OS0153.adjusted by the NATIONAL GEODETIC SURVEY
 OS0153.in June 1991.
 OS0153
 OS0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0153.GEOID18 height accuracy estimate available here.
 OS0153
 OS0153.Click photographs - Photos may exist for this station.
 OS0153
 OS0153.The dynamic height is computed by dividing the NAVD 88
 OS0153.geopotential number by the normal gravity value computed on the
 OS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0153.degrees latitude (g = 980.6199 gals.).
 OS0153
 OS0153.The modeled gravity was interpolated from observed gravity values.
 OS0153
 OS0153;                    North         East    Units  Estimated Accuracy
 OS0153;SPC SD S     -   117,830.      569,550.      MT  (+/- 180 meters Scaled)
 OS0153
 OS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP615059(NAD 83)
 OS0153
 OS0153                          SUPERSEDED SURVEY CONTROL
 OS0153
 OS0153  NGVD 29 (??/??/92)  722.281  (m)         2369.68   (f) ADJ UNCH    1 2
 OS0153
 OS0153.Superseded values are not recommended for survey control.
 OS0153
 OS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0153.See file dsdata.pdf to determine how the superseded data were derived.
 OS0153
 OS0153_MARKER: DB = BENCH MARK DISK
 OS0153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0153_SP_SET: HEADWALL
 OS0153_STAMPING: C 38 1933
 OS0153_MARK LOGO: CGS
 OS0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0153+STABILITY: SURFACE MOTION
 OS0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0153+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0153
 OS0153  HISTORY     - Date     Condition        Report By
 OS0153  HISTORY     - 1933     MONUMENTED       CGS
 OS0153  HISTORY     - 19920721 GOOD             NGS
 OS0153
 OS0153                          STATION DESCRIPTION
 OS0153
 OS0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0153'9.8 MI N FROM MISSION.
 OS0153'IN MELLETTE COUNTY, ABOUT 9-3/4 MILES NORTH ALONG U.S. HIGHWAY
 OS0153'83 FROM MISSION, TODD COUNTY, ABOUT 1-1/4 MILES SOUTH OF A CHURCH,
 OS0153'AT THE BOTTOM OF A LONG GRADE, AT A DOUBLE 8- BY 10-FOOT CULVERT,
 OS0153'ABOUT 7 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 OS0153'CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL, AND DIRECTLY
 OS0153'OVER THE CENTER OF THE CONCRETE DIVIDING WALL.  A STANDARD DISK,
 OS0153'STAMPED C 38 1933.
 OS0153
 OS0153                          STATION RECOVERY (1992)
 OS0153
 OS0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0153'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0153'IN WHITE RIVER, THENCE 19.0 KM (11.80 MI) SOUTHERLY ALONG U.S.
 OS0153'HIGHWAY 83, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A TRACK ROAD,
 OS0153'THENCE 2.0 KM (1.25 MI) SOUTHEASTERLY ALONG A ROAD (ABANDONED), IN
 OS0153'TOP OF AND 3.3 M (10.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 OS0153'NORTHEAST CONCRETE HEADWALL OF A BOX CULVERT, 3.3 M (10.8 FT)
 OS0153'NORTHEAST OF THE CENTER OF THE ROAD, AND 1.0 M (3.3 FT) BELOW THE
 OS0153'LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0796 ***********************************************************************
 PT0796  DESIGNATION -  C 380
 PT0796  PID         -  PT0796
 PT0796  STATE/COUNTY-  SD/HAAKON
 PT0796  COUNTRY     -  US
 PT0796  USGS QUAD   -  BOWEN RANCH (2017)
 PT0796
 PT0796                         *CURRENT SURVEY CONTROL
 PT0796  ______________________________________________________________________
 PT0796* NAD 83(1986) POSITION- 44 06 38.     (N) 101 49 39.     (W)   SCALED
 PT0796* NAVD 88 ORTHO HEIGHT -   727.143 (meters)     2385.64  (feet) ADJUSTED
 PT0796  ______________________________________________________________________
 PT0796  GEOID HEIGHT    -        -20.482 (meters)                     GEOID18
 PT0796  DYNAMIC HEIGHT  -        726.932 (meters)     2384.94  (feet) COMP
 PT0796  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 PT0796
 PT0796  VERT ORDER      -  SECOND    CLASS 0
 PT0796
 PT0796.The horizontal coordinates were scaled from a map and have
 PT0796.an estimated accuracy of +/- 6 seconds.
 PT0796
 PT0796.The orthometric height was determined by differential leveling and
 PT0796.adjusted by the NATIONAL GEODETIC SURVEY
 PT0796.in June 1991.
 PT0796
 PT0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0796.GEOID18 height accuracy estimate available here.
 PT0796
 PT0796.Click photographs - Photos may exist for this station.
 PT0796
 PT0796.The dynamic height is computed by dividing the NAVD 88
 PT0796.geopotential number by the normal gravity value computed on the
 PT0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0796.degrees latitude (g = 980.6199 gals.).
 PT0796
 PT0796.The modeled gravity was interpolated from observed gravity values.
 PT0796
 PT0796;                    North         East    Units  Estimated Accuracy
 PT0796;SPC SD S     -   198,510.      480,400.      MT  (+/- 180 meters Scaled)
 PT0796
 PT0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP737880(NAD 83)
 PT0796
 PT0796                          SUPERSEDED SURVEY CONTROL
 PT0796
 PT0796  NGVD 29 (??/??/92)  726.685  (m)         2384.13   (f) ADJ UNCH    2 0
 PT0796
 PT0796.Superseded values are not recommended for survey control.
 PT0796
 PT0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0796.See file dsdata.pdf to determine how the superseded data were derived.
 PT0796
 PT0796_MARKER: DB = BENCH MARK DISK
 PT0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0796_STAMPING: C 380 1962
 PT0796_MARK LOGO: CGS
 PT0796_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0796+STABILITY: SURFACE MOTION
 PT0796
 PT0796  HISTORY     - Date     Condition        Report By
 PT0796  HISTORY     - 1962     MONUMENTED       CGS
 PT0796
 PT0796                          STATION DESCRIPTION
 PT0796
 PT0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0796'13.6 MI S FROM HILLAND.
 PT0796'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0796'CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH ALONG A GRAVELED
 PT0796'AND GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG A GRAVELED
 PT0796'ROAD, 305 FEET NORTHEAST OF THE CENTER LINE OF A LONG CURVE
 PT0796'IN THE ROAD, 46 FEET WEST OF THE CENTER LINE OF A GRADED DIRT
 PT0796'ROAD LEADING NORTH, 8.3 FEET WEST OF A POWER POLE, 14 FEET
 PT0796'WEST OF A CORNER FENCE POST, 1 1/2 FEET SOUTH OF A FENCE, 1.7
 PT0796'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 PT0796'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0487 ***********************************************************************
 PU0487  DESIGNATION -  C 381
 PU0487  PID         -  PU0487
 PU0487  STATE/COUNTY-  SD/PENNINGTON
 PU0487  COUNTRY     -  US
 PU0487  USGS QUAD   -  WASTA SE (2017)
 PU0487
 PU0487                         *CURRENT SURVEY CONTROL
 PU0487  ______________________________________________________________________
 PU0487* NAD 83(1986) POSITION- 44 03 46.     (N) 102 22 07.     (W)   SCALED
 PU0487* NAVD 88 ORTHO HEIGHT -   728.070 (meters)     2388.68  (feet) ADJUSTED
 PU0487  ______________________________________________________________________
 PU0487  GEOID HEIGHT    -        -18.676 (meters)                     GEOID18
 PU0487  DYNAMIC HEIGHT  -        727.871 (meters)     2388.02  (feet) COMP
 PU0487  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 PU0487
 PU0487  VERT ORDER      -  SECOND    CLASS 0
 PU0487
 PU0487.The horizontal coordinates were scaled from a map and have
 PU0487.an estimated accuracy of +/- 6 seconds.
 PU0487
 PU0487.The orthometric height was determined by differential leveling and
 PU0487.adjusted by the NATIONAL GEODETIC SURVEY
 PU0487.in June 1991.
 PU0487
 PU0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0487.GEOID18 height accuracy estimate available here.
 PU0487
 PU0487.Click photographs - Photos may exist for this station.
 PU0487
 PU0487.The dynamic height is computed by dividing the NAVD 88
 PU0487.geopotential number by the normal gravity value computed on the
 PU0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0487.degrees latitude (g = 980.6199 gals.).
 PU0487
 PU0487.The modeled gravity was interpolated from observed gravity values.
 PU0487
 PU0487;                    North         East    Units  Estimated Accuracy
 PU0487;SPC SD S     -   194,130.      436,960.      MT  (+/- 180 meters Scaled)
 PU0487
 PU0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ107822(NAD 83)
 PU0487
 PU0487                          SUPERSEDED SURVEY CONTROL
 PU0487
 PU0487  NGVD 29 (??/??/92)  727.634  (m)         2387.25   (f) ADJ UNCH    2 0
 PU0487
 PU0487.Superseded values are not recommended for survey control.
 PU0487
 PU0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0487.See file dsdata.pdf to determine how the superseded data were derived.
 PU0487
 PU0487_MARKER: DB = BENCH MARK DISK
 PU0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0487_STAMPING: C 381 1962
 PU0487_MARK LOGO: CGS
 PU0487_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0487_ROD/PIPE-DEPTH: 5.8 meters
 PU0487
 PU0487  HISTORY     - Date     Condition        Report By
 PU0487  HISTORY     - 1962     MONUMENTED       CGS
 PU0487
 PU0487                          STATION DESCRIPTION
 PU0487
 PU0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0487'4.8 MI E FROM WASTA.
 PU0487'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PU0487'RAILWAY FROM THE STATION AT WASTA, THENCE 1.45 MILES SOUTHEAST
 PU0487'ALONG U.S. HIGHWAY 16, IN SECTION 12, T 1 N, R 14 E, 242 FEET
 PU0487'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTHEAST
 PU0487'OF THE CENTER OF A GATE, 1.0 FOOT SOUTHWEST OF A FENCE, 2.0 FEET
 PU0487'NORTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF
 PU0487'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT
 PU0487'IS DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0487'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0104 ***********************************************************************
 OT0104  DESIGNATION -  C 382
 OT0104  PID         -  OT0104
 OT0104  STATE/COUNTY-  SD/PENNINGTON
 OT0104  COUNTRY     -  US
 OT0104  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0104
 OT0104                         *CURRENT SURVEY CONTROL
 OT0104  ______________________________________________________________________
 OT0104* NAD 83(1986) POSITION- 43 54 02.     (N) 102 19 16.     (W)   SCALED
 OT0104* NAVD 88 ORTHO HEIGHT -   908.635 (meters)     2981.08  (feet) ADJUSTED
 OT0104  ______________________________________________________________________
 OT0104  GEOID HEIGHT    -        -18.770 (meters)                     GEOID18
 OT0104  DYNAMIC HEIGHT  -        908.343 (meters)     2980.12  (feet) COMP
 OT0104  MODELED GRAVITY -    980,266.3   (mgal)                       NAVD 88
 OT0104
 OT0104  VERT ORDER      -  SECOND    CLASS 0
 OT0104
 OT0104.The horizontal coordinates were scaled from a map and have
 OT0104.an estimated accuracy of +/- 6 seconds.
 OT0104
 OT0104.The orthometric height was determined by differential leveling and
 OT0104.adjusted by the NATIONAL GEODETIC SURVEY
 OT0104.in June 1991.
 OT0104
 OT0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0104.GEOID18 height accuracy estimate available here.
 OT0104
 OT0104.Click photographs - Photos may exist for this station.
 OT0104
 OT0104.The dynamic height is computed by dividing the NAVD 88
 OT0104.geopotential number by the normal gravity value computed on the
 OT0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0104.degrees latitude (g = 980.6199 gals.).
 OT0104
 OT0104.The modeled gravity was interpolated from observed gravity values.
 OT0104
 OT0104;                    North         East    Units  Estimated Accuracy
 OT0104;SPC SD S     -   176,020.      440,330.      MT  (+/- 180 meters Scaled)
 OT0104
 OT0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ151643(NAD 83)
 OT0104
 OT0104                          SUPERSEDED SURVEY CONTROL
 OT0104
 OT0104  NGVD 29 (??/??/92)  908.173  (m)         2979.56   (f) ADJ UNCH    2 0
 OT0104
 OT0104.Superseded values are not recommended for survey control.
 OT0104
 OT0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0104.See file dsdata.pdf to determine how the superseded data were derived.
 OT0104
 OT0104_MARKER: DB = BENCH MARK DISK
 OT0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0104_STAMPING: C 382 1962
 OT0104_MARK LOGO: CGS
 OT0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0104+STABILITY: SURFACE MOTION
 OT0104
 OT0104  HISTORY     - Date     Condition        Report By
 OT0104  HISTORY     - 1962     MONUMENTED       CGS
 OT0104
 OT0104                          STATION DESCRIPTION
 OT0104
 OT0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0104'14.2 MI SW FROM WALL.
 OT0104'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0104'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0104'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 5.65 MILES
 OT0104'NORTHWEST ALONG A GRAVELED ROAD IN SECTION 4, T 2 S, R 15 E, AT
 OT0104'THE WEST END OF A CURVE WITH A TANGENT TO THE NORTHEAST, 0.1 MILE
 OT0104'EAST OF A POLE CORRAL ON THE CREST OF A SMALL HILL, 35 FEET
 OT0104'SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE,
 OT0104'1.8 FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 OT0104'A CONCRETE POST PROJECTING 5-INCHES, ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0825 ***********************************************************************
 PT0825  DESIGNATION -  C 383
 PT0825  PID         -  PT0825
 PT0825  STATE/COUNTY-  SD/HAAKON
 PT0825  COUNTRY     -  US
 PT0825  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0825
 PT0825                         *CURRENT SURVEY CONTROL
 PT0825  ______________________________________________________________________
 PT0825* NAD 83(1986) POSITION- 44 12 42.     (N) 101 50 50.     (W)   SCALED
 PT0825* NAVD 88 ORTHO HEIGHT -   791.282 (meters)     2596.06  (feet) ADJUSTED
 PT0825  ______________________________________________________________________
 PT0825  GEOID HEIGHT    -        -20.379 (meters)                     GEOID18
 PT0825  DYNAMIC HEIGHT  -        791.056 (meters)     2595.32  (feet) COMP
 PT0825  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 PT0825
 PT0825  VERT ORDER      -  SECOND    CLASS 0
 PT0825
 PT0825.The horizontal coordinates were scaled from a map and have
 PT0825.an estimated accuracy of +/- 6 seconds.
 PT0825
 PT0825.The orthometric height was determined by differential leveling and
 PT0825.adjusted by the NATIONAL GEODETIC SURVEY
 PT0825.in June 1991.
 PT0825
 PT0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0825.GEOID18 height accuracy estimate available here.
 PT0825
 PT0825.Click photographs - Photos may exist for this station.
 PT0825
 PT0825.The dynamic height is computed by dividing the NAVD 88
 PT0825.geopotential number by the normal gravity value computed on the
 PT0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0825.degrees latitude (g = 980.6199 gals.).
 PT0825
 PT0825.The modeled gravity was interpolated from observed gravity values.
 PT0825
 PT0825;                    North         East    Units  Estimated Accuracy
 PT0825;SPC SD S     -   209,780.      479,020.      MT  (+/- 180 meters Scaled)
 PT0825
 PT0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP725993(NAD 83)
 PT0825
 PT0825                          SUPERSEDED SURVEY CONTROL
 PT0825
 PT0825  NGVD 29 (??/??/92)  790.819  (m)         2594.55   (f) ADJ UNCH    2 0
 PT0825
 PT0825.Superseded values are not recommended for survey control.
 PT0825
 PT0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0825.See file dsdata.pdf to determine how the superseded data were derived.
 PT0825
 PT0825_MARKER: DB = BENCH MARK DISK
 PT0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0825_STAMPING: C 383 1962
 PT0825_MARK LOGO: CGS
 PT0825_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0825+STABILITY: SURFACE MOTION
 PT0825
 PT0825  HISTORY     - Date     Condition        Report By
 PT0825  HISTORY     - 1962     MONUMENTED       CGS
 PT0825
 PT0825                          STATION DESCRIPTION
 PT0825
 PT0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0825'5.5 MI S FROM HILLAND.
 PT0825'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0825'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0825'ROAD, THENCE 3.45 MILES SOUTH ALONG A GRADED DIRT ROAD, IN
 PT0825'SECTION 21, T 3 N, R 19 E, 33 FEET EAST OF THE CENTER LINE OF
 PT0825'THE ROAD, 32 FEET SOUTH OF THE CENTER OF A WIRE GATE, 2 FEET
 PT0825'WEST OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PT0825'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0825'PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0567 ***********************************************************************
 PU0567  DESIGNATION -  C 384
 PU0567  PID         -  PU0567
 PU0567  STATE/COUNTY-  SD/PENNINGTON
 PU0567  COUNTRY     -  US
 PU0567  USGS QUAD   -  PEDRO SE (2017)
 PU0567
 PU0567                         *CURRENT SURVEY CONTROL
 PU0567  ______________________________________________________________________
 PU0567* NAD 83(1986) POSITION- 44 15 47.     (N) 102 02 19.     (W)   SCALED
 PU0567* NAVD 88 ORTHO HEIGHT -   852.198 (meters)     2795.92  (feet) ADJUSTED
 PU0567  ______________________________________________________________________
 PU0567  GEOID HEIGHT    -        -19.784 (meters)                     GEOID18
 PU0567  DYNAMIC HEIGHT  -        851.955 (meters)     2795.12  (feet) COMP
 PU0567  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 PU0567
 PU0567  VERT ORDER      -  SECOND    CLASS 0
 PU0567
 PU0567.The horizontal coordinates were scaled from a map and have
 PU0567.an estimated accuracy of +/- 6 seconds.
 PU0567
 PU0567.The orthometric height was determined by differential leveling and
 PU0567.adjusted by the NATIONAL GEODETIC SURVEY
 PU0567.in June 1991.
 PU0567
 PU0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0567.GEOID18 height accuracy estimate available here.
 PU0567
 PU0567.Click photographs - Photos may exist for this station.
 PU0567
 PU0567.The dynamic height is computed by dividing the NAVD 88
 PU0567.geopotential number by the normal gravity value computed on the
 PU0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0567.degrees latitude (g = 980.6199 gals.).
 PU0567
 PU0567.The modeled gravity was interpolated from observed gravity values.
 PU0567
 PU0567;                    North         East    Units  Estimated Accuracy
 PU0567;SPC SD S     -   215,780.      463,850.      MT  (+/- 180 meters Scaled)
 PU0567
 PU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK363053(NAD 83)
 PU0567
 PU0567                          SUPERSEDED SURVEY CONTROL
 PU0567
 PU0567  NGVD 29 (??/??/92)  851.734  (m)         2794.40   (f) ADJ UNCH    2 0
 PU0567
 PU0567.Superseded values are not recommended for survey control.
 PU0567
 PU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0567.See file dsdata.pdf to determine how the superseded data were derived.
 PU0567
 PU0567_MARKER: DB = BENCH MARK DISK
 PU0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0567_STAMPING: C 384 1962
 PU0567_MARK LOGO: CGS
 PU0567_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0567_ROD/PIPE-DEPTH: 3.7 meters
 PU0567
 PU0567  HISTORY     - Date     Condition        Report By
 PU0567  HISTORY     - 1962     MONUMENTED       CGS
 PU0567
 PU0567                          STATION DESCRIPTION
 PU0567
 PU0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0567'14.6 MI SW FROM HILLAND.
 PU0567'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0567'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0567'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0567'NORTH ALONG A GRADED DIRT ROAD, THENCE 3.4 MILES SOUTH ALONG
 PU0567'A GRAVELED ROAD, 110 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0567'12 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS
 PU0567'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0567'COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS
 PU0567'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0131 ***********************************************************************
 OT0131  DESIGNATION -  C 385
 OT0131  PID         -  OT0131
 OT0131  STATE/COUNTY-  SD/PENNINGTON
 OT0131  COUNTRY     -  US
 OT0131  USGS QUAD   -  WALL (2017)
 OT0131
 OT0131                         *CURRENT SURVEY CONTROL
 OT0131  ______________________________________________________________________
 OT0131* NAD 83(1986) POSITION- 43 56 02.56   (N) 102 09 31.66   (W)   HD_HELD1
 OT0131* NAVD 88 ORTHO HEIGHT -   821.083 (meters)     2693.84  (feet) ADJUSTED
 OT0131  ______________________________________________________________________
 OT0131  GEOID HEIGHT    -        -19.281 (meters)                     GEOID18
 OT0131  DYNAMIC HEIGHT  -        820.832 (meters)     2693.01  (feet) COMP
 OT0131  MODELED GRAVITY -    980,284.6   (mgal)                       NAVD 88
 OT0131
 OT0131  VERT ORDER      -  SECOND    CLASS 0
 OT0131
 OT0131.The horizontal coordinates were determined by differentially corrected
 OT0131.hand held GPS observations or other comparable positioning techniques
 OT0131.and have an estimated accuracy of +/- 3 meters.
 OT0131
 OT0131.The orthometric height was determined by differential leveling and
 OT0131.adjusted by the NATIONAL GEODETIC SURVEY
 OT0131.in June 1991.
 OT0131
 OT0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0131.GEOID18 height accuracy estimate available here.
 OT0131
 OT0131.Click photographs - Photos may exist for this station.
 OT0131
 OT0131.The dynamic height is computed by dividing the NAVD 88
 OT0131.geopotential number by the normal gravity value computed on the
 OT0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0131.degrees latitude (g = 980.6199 gals.).
 OT0131
 OT0131.The modeled gravity was interpolated from observed gravity values.
 OT0131
 OT0131;                    North         East    Units  Estimated Accuracy
 OT0131;SPC SD S     -   179,437.6     453,447.8     MT  (+/- 3 meters HH1 GPS) 
 OT0131
 OT0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2804668472(NAD 83)
 OT0131
 OT0131                          SUPERSEDED SURVEY CONTROL
 OT0131
 OT0131  NGVD 29 (??/??/92)  820.624  (m)         2692.33   (f) ADJ UNCH    2 0
 OT0131
 OT0131.Superseded values are not recommended for survey control.
 OT0131
 OT0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0131.See file dsdata.pdf to determine how the superseded data were derived.
 OT0131
 OT0131_MARKER: DB = BENCH MARK DISK
 OT0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0131_STAMPING: C 385 1962
 OT0131_MARK LOGO: CGS
 OT0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0131+STABILITY: SURFACE MOTION
 OT0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0131+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 OT0131
 OT0131  HISTORY     - Date     Condition        Report By
 OT0131  HISTORY     - 1962     MONUMENTED       CGS
 OT0131  HISTORY     - 20070329 GOOD             INDIV
 OT0131  HISTORY     - 20071022 GOOD             GEOCAC
 OT0131
 OT0131                          STATION DESCRIPTION
 OT0131
 OT0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0131'5.5 MI SW FROM QUINN.
 OT0131'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0131'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0131'3.4 SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0131'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0131'THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD IN SECTION 26,
 OT0131'T 1 S, R 16 E, 32 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OT0131'0.6 FEET EAST OF A CONCRETE CYLINDER, AND SET IN THE EAST EDGE
 OT0131'OF THE BASE OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET,
 OT0131'ABOUT LEVEL WITH THE ROAD.
 OT0131
 OT0131                          STATION RECOVERY (2007)
 OT0131
 OT0131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (ML)
 OT0131'RECOVERED IN GOOD CONDITION.
 OT0131
 OT0131                          STATION RECOVERY (2007)
 OT0131
 OT0131'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0616 ***********************************************************************
 PT0616  DESIGNATION -  C 386
 PT0616  PID         -  PT0616
 PT0616  STATE/COUNTY-  SD/HAAKON
 PT0616  COUNTRY     -  US
 PT0616  USGS QUAD   -  BOWEN RANCH (2017)
 PT0616
 PT0616                         *CURRENT SURVEY CONTROL
 PT0616  ______________________________________________________________________
 PT0616* NAD 83(1986) POSITION- 44 00 15.     (N) 101 45 46.     (W)   SCALED
 PT0616* NAVD 88 ORTHO HEIGHT -   693.745 (meters)     2276.06  (feet) ADJUSTED
 PT0616  ______________________________________________________________________
 PT0616  GEOID HEIGHT    -        -20.753 (meters)                     GEOID18
 PT0616  DYNAMIC HEIGHT  -        693.541 (meters)     2275.39  (feet) COMP
 PT0616  MODELED GRAVITY -    980,302.1   (mgal)                       NAVD 88
 PT0616
 PT0616  VERT ORDER      -  SECOND    CLASS 0
 PT0616
 PT0616.The horizontal coordinates were scaled from a map and have
 PT0616.an estimated accuracy of +/- 6 seconds.
 PT0616
 PT0616.The orthometric height was determined by differential leveling and
 PT0616.adjusted by the NATIONAL GEODETIC SURVEY
 PT0616.in June 1991.
 PT0616
 PT0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0616.GEOID18 height accuracy estimate available here.
 PT0616
 PT0616.Click photographs - Photos may exist for this station.
 PT0616
 PT0616.The dynamic height is computed by dividing the NAVD 88
 PT0616.geopotential number by the normal gravity value computed on the
 PT0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0616.degrees latitude (g = 980.6199 gals.).
 PT0616
 PT0616.The modeled gravity was interpolated from observed gravity values.
 PT0616
 PT0616;                    North         East    Units  Estimated Accuracy
 PT0616;SPC SD S     -   186,600.      485,370.      MT  (+/- 180 meters Scaled)
 PT0616
 PT0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP785760(NAD 83)
 PT0616
 PT0616                          SUPERSEDED SURVEY CONTROL
 PT0616
 PT0616  NGVD 29 (??/??/92)  693.296  (m)         2274.59   (f) ADJ UNCH    2 0
 PT0616
 PT0616.Superseded values are not recommended for survey control.
 PT0616
 PT0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0616.See file dsdata.pdf to determine how the superseded data were derived.
 PT0616
 PT0616_MARKER: DB = BENCH MARK DISK
 PT0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0616_SP_SET: BRIDGE ABUTMENT
 PT0616_STAMPING: C 386 1962
 PT0616_MARK LOGO: CGS
 PT0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0616
 PT0616  HISTORY     - Date     Condition        Report By
 PT0616  HISTORY     - 1962     MONUMENTED       CGS
 PT0616
 PT0616                          STATION DESCRIPTION
 PT0616
 PT0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0616'6.1 MI SW FROM PHILIP.
 PT0616'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0616'AND NORTHWESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0616'WEST ALONG WEST PINE STREET, THENCE 5.1 MILES SOUTHWEST ALONG
 PT0616'U.S. HIGHWAY 14 IN SECTION 31, T 1 N, R 20 E, 16 FEET NORTHWEST
 PT0616'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL
 PT0616'OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHWEST END OF THE
 PT0616'SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0532 ***********************************************************************
 OS0532  DESIGNATION -  C 387 RESET
 OS0532  PID         -  OS0532
 OS0532  STATE/COUNTY-  SD/JACKSON
 OS0532  COUNTRY     -  US
 OS0532  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0532
 OS0532                         *CURRENT SURVEY CONTROL
 OS0532  ______________________________________________________________________
 OS0532* NAD 83(1986) POSITION- 43 50 11.     (N) 101 48 00.     (W)   SCALED
 OS0532* NAVD 88 ORTHO HEIGHT -   770.636 (meters)     2528.33  (feet) ADJUSTED
 OS0532  ______________________________________________________________________
 OS0532  GEOID HEIGHT    -        -20.521 (meters)                     GEOID18
 OS0532  DYNAMIC HEIGHT  -        770.393 (meters)     2527.53  (feet) COMP
 OS0532  MODELED GRAVITY -    980,278.1   (mgal)                       NAVD 88
 OS0532
 OS0532  VERT ORDER      -  FIRST     CLASS II
 OS0532
 OS0532.The horizontal coordinates were scaled from a map and have
 OS0532.an estimated accuracy of +/- 6 seconds.
 OS0532
 OS0532.The orthometric height was determined by differential leveling and
 OS0532.adjusted by the NATIONAL GEODETIC SURVEY
 OS0532.in June 1991.
 OS0532
 OS0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0532.GEOID18 height accuracy estimate available here.
 OS0532
 OS0532.Click photographs - Photos may exist for this station.
 OS0532
 OS0532.The dynamic height is computed by dividing the NAVD 88
 OS0532.geopotential number by the normal gravity value computed on the
 OS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0532.degrees latitude (g = 980.6199 gals.).
 OS0532
 OS0532.The modeled gravity was interpolated from observed gravity values.
 OS0532
 OS0532;                    North         East    Units  Estimated Accuracy
 OS0532;SPC SD S     -   168,020.      482,060.      MT  (+/- 180 meters Scaled)
 OS0532
 OS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP748575(NAD 83)
 OS0532
 OS0532                          SUPERSEDED SURVEY CONTROL
 OS0532
 OS0532.No superseded survey control is available for this station.
 OS0532
 OS0532_MARKER: DB = BENCH MARK DISK
 OS0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0532_STAMPING: C 387 RESET 1966
 OS0532_MARK LOGO: CGS
 OS0532_PROJECTION: FLUSH
 OS0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0532+STABILITY: SURFACE MOTION
 OS0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0532+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0532
 OS0532  HISTORY     - Date     Condition        Report By
 OS0532  HISTORY     - 1966     MONUMENTED       CGS
 OS0532  HISTORY     - 1985     GOOD             NGS
 OS0532  HISTORY     - 19910713 GOOD             NGS
 OS0532  HISTORY     - 20130116 GOOD             INDIV
 OS0532
 OS0532                          STATION DESCRIPTION
 OS0532
 OS0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0532'15.2 MI W FROM KADOKA.
 OS0532'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0532'FROM KADOKA TO THE JUNCTION WITH STATE HIGHWAY 73, CONTINUE
 OS0532'WEST ALONG INTERSTATE 90 FOR 7.0 MILES TO THE MARK ON THE RIGHT,
 OS0532'ON THE NORTH RIGHT OF WAY OF INTERSTATE, 103 FEET EAST OF THE
 OS0532'CENTERLINE OF NORTH-SOUTH SECTION-LINE ROAD, 4 FEET EAST OF A
 OS0532'FENCE CORNER AT JOG IN RIGHT OF WAY LINE, 2 FEET WEST OF A METAL
 OS0532'WITNESS POST, 1 FOOT SOUTH OF A FENCE AND SET IN TOP OF CONCRETE
 OS0532'POST PROJECTING 3 INCHES.
 OS0532
 OS0532                          STATION RECOVERY (1985)
 OS0532
 OS0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0532'THE MARK IS 4.5 M BELOW THE HIGHWAY.
 OS0532'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.37 KM (13.9
 OS0532'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0532'KADOKA, AT A BRIDGE OVER COUNTY ROAD CH13, 0.55 KM (0.35 MI) EAST OF
 OS0532'MILEPOST 136, 29.9 METERS (98 FT) NORTH OF THE WEST BOUND HIGHWAY
 OS0532'CENTERLINE, 124.8 METERS (409.5 FT) WEST OF SDDT BENCH MARK 90 136.44,
 OS0532'31.4 METERS (103 FT) EAST OF THE CENTER OF THE ROAD, 26.3 METERS
 OS0532'(86.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 1.2 METERS
 OS0532'(4 FT) EAST OF A FENCE T JUNCTION AND 0.3 METER (1 FT) SOUTH OF THE
 OS0532'RIGHT-OF-WAY FENCE.
 OS0532'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 OS0532
 OS0532                          STATION RECOVERY (1991)
 OS0532
 OS0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0532'22.2 KM (13.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0532'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.6 KM (0.35 MI)
 OS0532'EAST OF MILEPOST 136, 29.9 M (98.1 FT) NORTH OF THE CENTERLINE OF THE
 OS0532'WESTBOUND LANES OF THE HIGHWAY, 26.4 M (86.6 FT) NORTHEAST OF THE
 OS0532'NORTHEAST CORNER OF BRIDGE NUMBER 36-170-110, 5.0 M (16.4 FT) BELOW
 OS0532'THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) EAST OF A FENCE CORNER, 0.6
 OS0532'M (2.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF THE FENCE,
 OS0532'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0532
 OS0532                          STATION RECOVERY (2013)
 OS0532
 OS0532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0186 ***********************************************************************
 OT0186  DESIGNATION -  C 388
 OT0186  PID         -  OT0186
 OT0186  STATE/COUNTY-  SD/PENNINGTON
 OT0186  COUNTRY     -  US
 OT0186  USGS QUAD   -  WALL NE (2017)
 OT0186
 OT0186                         *CURRENT SURVEY CONTROL
 OT0186  ______________________________________________________________________
 OT0186* NAD 83(1986) POSITION- 43 58 15.     (N) 102 03 35.     (W)   SCALED
 OT0186* NAVD 88 ORTHO HEIGHT -   773.487 (meters)     2537.68  (feet) ADJUSTED
 OT0186  ______________________________________________________________________
 OT0186  GEOID HEIGHT    -        -19.637 (meters)                     GEOID18
 OT0186  DYNAMIC HEIGHT  -        773.254 (meters)     2536.92  (feet) COMP
 OT0186  MODELED GRAVITY -    980,291.8   (mgal)                       NAVD 88
 OT0186
 OT0186  VERT ORDER      -  SECOND    CLASS 0
 OT0186
 OT0186.The horizontal coordinates were scaled from a map and have
 OT0186.an estimated accuracy of +/- 6 seconds.
 OT0186
 OT0186.The orthometric height was determined by differential leveling and
 OT0186.adjusted by the NATIONAL GEODETIC SURVEY
 OT0186.in June 1991.
 OT0186
 OT0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0186.GEOID18 height accuracy estimate available here.
 OT0186
 OT0186.Click photographs - Photos may exist for this station.
 OT0186
 OT0186.The dynamic height is computed by dividing the NAVD 88
 OT0186.geopotential number by the normal gravity value computed on the
 OT0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0186.degrees latitude (g = 980.6199 gals.).
 OT0186
 OT0186.The modeled gravity was interpolated from observed gravity values.
 OT0186
 OT0186;                    North         East    Units  Estimated Accuracy
 OT0186;SPC SD S     -   183,350.      461,490.      MT  (+/- 180 meters Scaled)
 OT0186
 OT0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ358728(NAD 83)
 OT0186
 OT0186                          SUPERSEDED SURVEY CONTROL
 OT0186
 OT0186  NGVD 29 (??/??/92)  773.035  (m)         2536.20   (f) ADJ UNCH    2 0
 OT0186
 OT0186.Superseded values are not recommended for survey control.
 OT0186
 OT0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0186.See file dsdata.pdf to determine how the superseded data were derived.
 OT0186
 OT0186_MARKER: DB = BENCH MARK DISK
 OT0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0186_SP_SET: ABUTMENT
 OT0186_STAMPING: C 388 1962
 OT0186_MARK LOGO: CGS
 OT0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0186
 OT0186  HISTORY     - Date     Condition        Report By
 OT0186  HISTORY     - 1962     MONUMENTED       CGS
 OT0186
 OT0186                          STATION DESCRIPTION
 OT0186
 OT0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0186'4 MI SE FROM QUINN.
 OT0186'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0186'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 0.45
 OT0186'MILE SOUTH ALONG A GRAVELED ROAD, AT THE SOUTH END OF THE CENTER
 OT0186'LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 OT0186'AND SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 OT0186'OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0759 ***********************************************************************
 PT0759  DESIGNATION -  C 389
 PT0759  PID         -  PT0759
 PT0759  STATE/COUNTY-  SD/HAAKON
 PT0759  COUNTRY     -  US
 PT0759  USGS QUAD   -  BOWEN RANCH (2017)
 PT0759
 PT0759                         *CURRENT SURVEY CONTROL
 PT0759  ______________________________________________________________________
 PT0759* NAD 83(1986) POSITION- 44 02 18.     (N) 101 52 03.     (W)   SCALED
 PT0759* NAVD 88 ORTHO HEIGHT -   745.928 (meters)     2447.27  (feet) ADJUSTED
 PT0759  ______________________________________________________________________
 PT0759  GEOID HEIGHT    -        -20.361 (meters)                     GEOID18
 PT0759  DYNAMIC HEIGHT  -        745.706 (meters)     2446.54  (feet) COMP
 PT0759  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 PT0759
 PT0759  VERT ORDER      -  SECOND    CLASS 0
 PT0759
 PT0759.The horizontal coordinates were scaled from a map and have
 PT0759.an estimated accuracy of +/- 6 seconds.
 PT0759
 PT0759.The orthometric height was determined by differential leveling and
 PT0759.adjusted by the NATIONAL GEODETIC SURVEY
 PT0759.in June 1991.
 PT0759
 PT0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0759.GEOID18 height accuracy estimate available here.
 PT0759
 PT0759.Click photographs - Photos may exist for this station.
 PT0759
 PT0759.The dynamic height is computed by dividing the NAVD 88
 PT0759.geopotential number by the normal gravity value computed on the
 PT0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0759.degrees latitude (g = 980.6199 gals.).
 PT0759
 PT0759.The modeled gravity was interpolated from observed gravity values.
 PT0759
 PT0759;                    North         East    Units  Estimated Accuracy
 PT0759;SPC SD S     -   190,550.      477,050.      MT  (+/- 180 meters Scaled)
 PT0759
 PT0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP702801(NAD 83)
 PT0759
 PT0759                          SUPERSEDED SURVEY CONTROL
 PT0759
 PT0759  NGVD 29 (??/??/92)  745.473  (m)         2445.77   (f) ADJ UNCH    2 0
 PT0759
 PT0759.Superseded values are not recommended for survey control.
 PT0759
 PT0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0759.See file dsdata.pdf to determine how the superseded data were derived.
 PT0759
 PT0759_MARKER: DB = BENCH MARK DISK
 PT0759_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0759_STAMPING: C 389 1962
 PT0759_MARK LOGO: CGS
 PT0759_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0759_ROD/PIPE-DEPTH: 4.6 meters
 PT0759
 PT0759  HISTORY     - Date     Condition        Report By
 PT0759  HISTORY     - 1962     MONUMENTED       CGS
 PT0759
 PT0759                          STATION DESCRIPTION
 PT0759
 PT0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0759'6.8 MI NNE FROM COTTONWOOD.
 PT0759'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE AT
 PT0759'COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0759'THENCE 1.05 MILES EAST ALONG A GRADED DIRT ROAD, 0.15 MILE
 PT0759'WEST OF THE CREST OF A SMALL HILL, SECTION 18, T 1 N, R
 PT0759'19 E, 58 FEET EAST OF A POWER POLE, IN LINE WITH A ROW OF POWER
 PT0759'POLES, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 FEET WEST
 PT0759'OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 10 FEET NORTH
 PT0759'OF A FENCE CORNER POST, 1 FOOT EAST OF A FENCE, 1.3 FEET SOUTH
 PT0759'OF A METAL WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 PT0759'ROAD, AND ON THE TOP OF A 5/8 INCH COPPER COATED ROD THAT IS
 PT0759'DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A 6-INCH TILE
 PT0759'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0319 ***********************************************************************
 QT0319  DESIGNATION -  C 390
 QT0319  PID         -  QT0319
 QT0319  STATE/COUNTY-  SD/BUTTE
 QT0319  COUNTRY     -  US
 QT0319  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0319
 QT0319                         *CURRENT SURVEY CONTROL
 QT0319  ______________________________________________________________________
 QT0319* NAD 83(1986) POSITION- 45 01 50.     (N) 103 52 46.     (W)   SCALED
 QT0319* NAVD 88 ORTHO HEIGHT -   970.502 (meters)     3184.06  (feet) ADJUSTED
 QT0319  ______________________________________________________________________
 QT0319  GEOID HEIGHT    -        -15.867 (meters)                     GEOID18
 QT0319  DYNAMIC HEIGHT  -        970.248 (meters)     3183.22  (feet) COMP
 QT0319  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 QT0319
 QT0319  VERT ORDER      -  SECOND    CLASS 0
 QT0319
 QT0319.The horizontal coordinates were scaled from a map and have
 QT0319.an estimated accuracy of +/- 6 seconds.
 QT0319
 QT0319.The orthometric height was determined by differential leveling and
 QT0319.adjusted by the NATIONAL GEODETIC SURVEY
 QT0319.in June 1991.
 QT0319
 QT0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0319.GEOID18 height accuracy estimate available here.
 QT0319
 QT0319.Click photographs - Photos may exist for this station.
 QT0319
 QT0319.The dynamic height is computed by dividing the NAVD 88
 QT0319.geopotential number by the normal gravity value computed on the
 QT0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0319.degrees latitude (g = 980.6199 gals.).
 QT0319
 QT0319.The modeled gravity was interpolated from observed gravity values.
 QT0319
 QT0319;                    North         East    Units  Estimated Accuracy
 QT0319;SPC SD N     -   140,360.      294,420.      MT  (+/- 180 meters Scaled)
 QT0319
 QT0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK882869(NAD 83)
 QT0319
 QT0319                          SUPERSEDED SURVEY CONTROL
 QT0319
 QT0319  NGVD 29 (??/??/92)  970.005  (m)         3182.42   (f) ADJ UNCH    2 0
 QT0319
 QT0319.Superseded values are not recommended for survey control.
 QT0319
 QT0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0319.See file dsdata.pdf to determine how the superseded data were derived.
 QT0319
 QT0319_MARKER: DB = BENCH MARK DISK
 QT0319_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0319_STAMPING: C 390 1962
 QT0319_MARK LOGO: CGS
 QT0319_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0319_ROD/PIPE-DEPTH: 4.9 meters
 QT0319
 QT0319  HISTORY     - Date     Condition        Report By
 QT0319  HISTORY     - 1962     MONUMENTED       CGS
 QT0319  HISTORY     - 1968     GOOD             DOD
 QT0319
 QT0319                          STATION DESCRIPTION
 QT0319
 QT0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0319'26.2 MI N FROM BELLE FOURCHE.
 QT0319'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0319'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 QT0319'13.75 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 4, T 12 N,
 QT0319'R 2 E, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET
 QT0319'WEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, 1.7 FEET
 QT0319'SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 QT0319'OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 QT0319'IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 QT0319'WHICH PROJECTS 8 INCHES.
 QT0319
 QT0319                          STATION RECOVERY (1968)
 QT0319
 QT0319'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 QT0319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0056 ***********************************************************************
 PU0056  DESIGNATION -  C 391
 PU0056  PID         -  PU0056
 PU0056  STATE/COUNTY-  SD/MEADE
 PU0056  COUNTRY     -  US
 PU0056  USGS QUAD   -  OPAL EAST SE (2017)
 PU0056
 PU0056                         *CURRENT SURVEY CONTROL
 PU0056  ______________________________________________________________________
 PU0056* NAD 83(1986) POSITION- 44 49 12.     (N) 102 18 33.     (W)   SCALED
 PU0056* NAVD 88 ORTHO HEIGHT -   745.564 (meters)     2446.07  (feet) ADJUSTED
 PU0056  ______________________________________________________________________
 PU0056  GEOID HEIGHT    -        -18.983 (meters)                     GEOID18
 PU0056  DYNAMIC HEIGHT  -        745.397 (meters)     2445.52  (feet) COMP
 PU0056  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 PU0056
 PU0056  VERT ORDER      -  SECOND    CLASS 0
 PU0056
 PU0056.The horizontal coordinates were scaled from a map and have
 PU0056.an estimated accuracy of +/- 6 seconds.
 PU0056
 PU0056.The orthometric height was determined by differential leveling and
 PU0056.adjusted by the NATIONAL GEODETIC SURVEY
 PU0056.in June 1991.
 PU0056
 PU0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0056.GEOID18 height accuracy estimate available here.
 PU0056
 PU0056.Click photographs - Photos may exist for this station.
 PU0056
 PU0056.The dynamic height is computed by dividing the NAVD 88
 PU0056.geopotential number by the normal gravity value computed on the
 PU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0056.degrees latitude (g = 980.6199 gals.).
 PU0056
 PU0056.The modeled gravity was interpolated from observed gravity values.
 PU0056
 PU0056;                    North         East    Units  Estimated Accuracy
 PU0056;SPC SD N     -   112,250.      417,400.      MT  (+/- 180 meters Scaled)
 PU0056
 PU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK127664(NAD 83)
 PU0056
 PU0056                          SUPERSEDED SURVEY CONTROL
 PU0056
 PU0056  NGVD 29 (??/??/92)  745.103  (m)         2444.56   (f) ADJ UNCH    2 0
 PU0056
 PU0056.Superseded values are not recommended for survey control.
 PU0056
 PU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0056.See file dsdata.pdf to determine how the superseded data were derived.
 PU0056
 PU0056_MARKER: DB = BENCH MARK DISK
 PU0056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0056_SP_SET: CATTLE GUARD FOUNDATION
 PU0056_STAMPING: C 391 1963
 PU0056_MARK LOGO: CGS
 PU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0056+STABILITY: SURFACE MOTION
 PU0056
 PU0056  HISTORY     - Date     Condition        Report By
 PU0056  HISTORY     - 1963     MONUMENTED       CGS
 PU0056
 PU0056                          STATION DESCRIPTION
 PU0056
 PU0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0056'14 MI SE FROM OPAL.
 PU0056'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0056'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0056'THENCE 7.15 MILES EAST ALONG A GRAVELED ROAD, AT A INTERSECTION OF
 PU0056'A NORTH-SOUTH ROAD, IN SECTION 20, T 10 N, R 15 E, 38 FEET WEST
 PU0056'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10 FEET SOUTH OF THE
 PU0056'CENTER LINE OF THE EAST-WEST ROAD, ABOUT 1/2 FOOT BELOW THE LEVEL
 PU0056'OF THE ROAD, AND SET IN THE TOP OF THE SOUTHWEST CORNER OF THE
 PU0056'FOUNDATION OF A CATTLE GUARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0023 ***********************************************************************
 PU0023  DESIGNATION -  C 392
 PU0023  PID         -  PU0023
 PU0023  STATE/COUNTY-  SD/MEADE
 PU0023  COUNTRY     -  US
 PU0023  USGS QUAD   -  WHITE OWL NW (2017)
 PU0023
 PU0023                         *CURRENT SURVEY CONTROL
 PU0023  ______________________________________________________________________
 PU0023* NAD 83(1986) POSITION- 44 43 08.     (N) 102 28 17.     (W)   SCALED
 PU0023* NAVD 88 ORTHO HEIGHT -   832.137 (meters)     2730.10  (feet) ADJUSTED
 PU0023  ______________________________________________________________________
 PU0023  GEOID HEIGHT    -        -18.572 (meters)                     GEOID18
 PU0023  DYNAMIC HEIGHT  -        831.942 (meters)     2729.46  (feet) COMP
 PU0023  MODELED GRAVITY -    980,354.2   (mgal)                       NAVD 88
 PU0023
 PU0023  VERT ORDER      -  SECOND    CLASS 0
 PU0023
 PU0023.The horizontal coordinates were scaled from a map and have
 PU0023.an estimated accuracy of +/- 6 seconds.
 PU0023
 PU0023.The orthometric height was determined by differential leveling and
 PU0023.adjusted by the NATIONAL GEODETIC SURVEY
 PU0023.in June 1991.
 PU0023
 PU0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0023.GEOID18 height accuracy estimate available here.
 PU0023
 PU0023.Click photographs - Photos may exist for this station.
 PU0023
 PU0023.The dynamic height is computed by dividing the NAVD 88
 PU0023.geopotential number by the normal gravity value computed on the
 PU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0023.degrees latitude (g = 980.6199 gals.).
 PU0023
 PU0023.The modeled gravity was interpolated from observed gravity values.
 PU0023
 PU0023;                    North         East    Units  Estimated Accuracy
 PU0023;SPC SD N     -   101,390.      404,230.      MT  (+/- 180 meters Scaled)
 PU0023
 PU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK002548(NAD 83)
 PU0023
 PU0023                          SUPERSEDED SURVEY CONTROL
 PU0023
 PU0023  NGVD 29 (??/??/92)  831.678  (m)         2728.60   (f) ADJ UNCH    2 0
 PU0023
 PU0023.Superseded values are not recommended for survey control.
 PU0023
 PU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0023.See file dsdata.pdf to determine how the superseded data were derived.
 PU0023
 PU0023_MARKER: DB = BENCH MARK DISK
 PU0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0023_STAMPING: C 392 1963
 PU0023_MARK LOGO: CGS
 PU0023_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0023+STABILITY: SURFACE MOTION
 PU0023
 PU0023  HISTORY     - Date     Condition        Report By
 PU0023  HISTORY     - 1963     MONUMENTED       CGS
 PU0023
 PU0023                          STATION DESCRIPTION
 PU0023
 PU0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0023'5.7 MI NE FROM RED OWL.
 PU0023'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0023'POST OFFICE AT RED OWL, THENCE 4.0 MILES EAST ALONG A GRAVELED
 PU0023'ROAD, AT A T JUNCTION OF A ROAD LEADING NORTH, IN SECTION 30,
 PU0023'T 9 N, R 14 E, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU0023'10 FEET EAST OF THE CENTER LINE OF THE T ROAD LEADING NORTH,
 PU0023'40 FEET EAST OF A T FENCE CORNER, 16 FEET EAST OF THE CENTER
 PU0023'OF A WIRE GATE AND ENTRANCE TO A PASTURE, 1 1/2 FEET NORTH
 PU0023'OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 PU0023'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0023'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0004 ***********************************************************************
 PU0004  DESIGNATION -  C 393
 PU0004  PID         -  PU0004
 PU0004  STATE/COUNTY-  SD/MEADE
 PU0004  COUNTRY     -  US
 PU0004  USGS QUAD   -  OPAL EAST (2017)
 PU0004
 PU0004                         *CURRENT SURVEY CONTROL
 PU0004  ______________________________________________________________________
 PU0004* NAD 83(1986) POSITION- 44 59 39.     (N) 102 26 29.     (W)   SCALED
 PU0004* NAVD 88 ORTHO HEIGHT -   870.748 (meters)     2856.78  (feet) ADJUSTED
 PU0004  ______________________________________________________________________
 PU0004  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 PU0004  DYNAMIC HEIGHT  -        870.564 (meters)     2856.18  (feet) COMP
 PU0004  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 PU0004
 PU0004  VERT ORDER      -  SECOND    CLASS 0
 PU0004
 PU0004.The horizontal coordinates were scaled from a map and have
 PU0004.an estimated accuracy of +/- 6 seconds.
 PU0004
 PU0004.The orthometric height was determined by differential leveling and
 PU0004.adjusted by the NATIONAL GEODETIC SURVEY
 PU0004.in June 1991.
 PU0004
 PU0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0004.GEOID18 height accuracy estimate available here.
 PU0004
 PU0004.Click photographs - Photos may exist for this station.
 PU0004
 PU0004.The dynamic height is computed by dividing the NAVD 88
 PU0004.geopotential number by the normal gravity value computed on the
 PU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0004.degrees latitude (g = 980.6199 gals.).
 PU0004
 PU0004.The modeled gravity was interpolated from observed gravity values.
 PU0004
 PU0004;                    North         East    Units  Estimated Accuracy
 PU0004;SPC SD N     -   131,900.      407,530.      MT  (+/- 180 meters Scaled)
 PU0004
 PU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK016854(NAD 83)
 PU0004
 PU0004                          SUPERSEDED SURVEY CONTROL
 PU0004
 PU0004  NGVD 29 (??/??/92)  870.287  (m)         2855.27   (f) ADJ UNCH    2 0
 PU0004
 PU0004.Superseded values are not recommended for survey control.
 PU0004
 PU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0004.See file dsdata.pdf to determine how the superseded data were derived.
 PU0004
 PU0004_MARKER: DB = BENCH MARK DISK
 PU0004_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0004_STAMPING: C 393 1963
 PU0004_MARK LOGO: CGS
 PU0004_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0004
 PU0004  HISTORY     - Date     Condition        Report By
 PU0004  HISTORY     - 1963     MONUMENTED       CGS
 PU0004
 PU0004                          STATION DESCRIPTION
 PU0004
 PU0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0004'8.6 MI SE FROM MAURINE.
 PU0004'0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0004'THENCE 7.95 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY U.S.
 PU0004'HIGHWAY 212, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0004'300 FEET EAST OF THE CENTER LINE OF A CURVE IN A GRAVELED ROAD
 PU0004'LEADING NORTH TO U.S. HIGHWAY 212, 1 1/2 FEET SOUTHWEST OF A
 PU0004'FENCE CORNER, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 PU0004'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 PU0004'THAT IS DRIVEN TO REFUSAL AND ENCASED IN A 6-INCH TILE PROJECTING
 PU0004'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0226 ***********************************************************************
 PU0226  DESIGNATION -  C 394
 PU0226  PID         -  PU0226
 PU0226  STATE/COUNTY-  SD/MEADE
 PU0226  COUNTRY     -  US
 PU0226  USGS QUAD   -  REED DAM (2017)
 PU0226
 PU0226                         *CURRENT SURVEY CONTROL
 PU0226  ______________________________________________________________________
 PU0226* NAD 83(1986) POSITION- 44 50 56.     (N) 102 13 31.     (W)   SCALED
 PU0226* NAVD 88 ORTHO HEIGHT -   739.760 (meters)     2427.03  (feet) ADJUSTED
 PU0226  ______________________________________________________________________
 PU0226  GEOID HEIGHT    -        -19.185 (meters)                     GEOID18
 PU0226  DYNAMIC HEIGHT  -        739.599 (meters)     2426.50  (feet) COMP
 PU0226  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 PU0226
 PU0226  VERT ORDER      -  SECOND    CLASS 0
 PU0226
 PU0226.The horizontal coordinates were scaled from a map and have
 PU0226.an estimated accuracy of +/- 6 seconds.
 PU0226
 PU0226.The orthometric height was determined by differential leveling and
 PU0226.adjusted by the NATIONAL GEODETIC SURVEY
 PU0226.in June 1991.
 PU0226
 PU0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0226.GEOID18 height accuracy estimate available here.
 PU0226
 PU0226.Click photographs - Photos may exist for this station.
 PU0226
 PU0226.The dynamic height is computed by dividing the NAVD 88
 PU0226.geopotential number by the normal gravity value computed on the
 PU0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0226.degrees latitude (g = 980.6199 gals.).
 PU0226
 PU0226.The modeled gravity was interpolated from observed gravity values.
 PU0226
 PU0226;                    North         East    Units  Estimated Accuracy
 PU0226;SPC SD N     -   115,270.      424,120.      MT  (+/- 180 meters Scaled)
 PU0226
 PU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK192699(NAD 83)
 PU0226
 PU0226                          SUPERSEDED SURVEY CONTROL
 PU0226
 PU0226  NGVD 29 (??/??/92)  739.300  (m)         2425.52   (f) ADJ UNCH    2 0
 PU0226
 PU0226.Superseded values are not recommended for survey control.
 PU0226
 PU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0226.See file dsdata.pdf to determine how the superseded data were derived.
 PU0226
 PU0226_MARKER: DB = BENCH MARK DISK
 PU0226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0226_STAMPING: C 394 1963
 PU0226_MARK LOGO: CGS
 PU0226_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0226_ROD/PIPE-DEPTH: 3.4 meters
 PU0226
 PU0226  HISTORY     - Date     Condition        Report By
 PU0226  HISTORY     - 1963     MONUMENTED       CGS
 PU0226
 PU0226                          STATION DESCRIPTION
 PU0226
 PU0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0226'17.9 MI SE FROM OPAL.
 PU0226'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0226'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0226'ROAD, THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.0
 PU0226'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG
 PU0226'A GRADED DIRT ROAD, 88 YARDS WEST OF A WOODEN BRIDGE, 47 FEET
 PU0226'SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF A POWER
 PU0226'POLE, 1 1/2 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A METAL
 PU0226'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 PU0226'THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH
 PU0226'TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0062 ***********************************************************************
 PU0062  DESIGNATION -  C 395
 PU0062  PID         -  PU0062
 PU0062  STATE/COUNTY-  SD/MEADE
 PU0062  COUNTRY     -  US
 PU0062  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0062
 PU0062                         *CURRENT SURVEY CONTROL
 PU0062  ______________________________________________________________________
 PU0062* NAD 83(1986) POSITION- 44 54 26.     (N) 102 21 59.     (W)   SCALED
 PU0062* NAVD 88 ORTHO HEIGHT -   794.084 (meters)     2605.26  (feet) ADJUSTED
 PU0062  ______________________________________________________________________
 PU0062  GEOID HEIGHT    -        -18.718 (meters)                     GEOID18
 PU0062  DYNAMIC HEIGHT  -        793.913 (meters)     2604.70  (feet) COMP
 PU0062  MODELED GRAVITY -    980,375.8   (mgal)                       NAVD 88
 PU0062
 PU0062  VERT ORDER      -  SECOND    CLASS 0
 PU0062
 PU0062.The horizontal coordinates were scaled from a map and have
 PU0062.an estimated accuracy of +/- 6 seconds.
 PU0062
 PU0062.The orthometric height was determined by differential leveling and
 PU0062.adjusted by the NATIONAL GEODETIC SURVEY
 PU0062.in June 1991.
 PU0062
 PU0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0062.GEOID18 height accuracy estimate available here.
 PU0062
 PU0062.Click photographs - Photos may exist for this station.
 PU0062
 PU0062.The dynamic height is computed by dividing the NAVD 88
 PU0062.geopotential number by the normal gravity value computed on the
 PU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0062.degrees latitude (g = 980.6199 gals.).
 PU0062
 PU0062.The modeled gravity was interpolated from observed gravity values.
 PU0062
 PU0062;                    North         East    Units  Estimated Accuracy
 PU0062;SPC SD N     -   122,060.      413,150.      MT  (+/- 180 meters Scaled)
 PU0062
 PU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK079760(NAD 83)
 PU0062
 PU0062                          SUPERSEDED SURVEY CONTROL
 PU0062
 PU0062  NGVD 29 (??/??/92)  793.623  (m)         2603.74   (f) ADJ UNCH    2 0
 PU0062
 PU0062.Superseded values are not recommended for survey control.
 PU0062
 PU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0062.See file dsdata.pdf to determine how the superseded data were derived.
 PU0062
 PU0062_MARKER: DB = BENCH MARK DISK
 PU0062_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0062+WITH SETTING: INFORMATION.
 PU0062_STAMPING: C 395 1963
 PU0062_MARK LOGO: CGS
 PU0062_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0062_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0062
 PU0062  HISTORY     - Date     Condition        Report By
 PU0062  HISTORY     - 1963     MONUMENTED       CGS
 PU0062
 PU0062                          STATION DESCRIPTION
 PU0062
 PU0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0062'7 MI E FROM OPAL.
 PU0062'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0062'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0062'THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, 0.15 MILE SOUTHWEST OF
 PU0062'A LAKE BED, ON THE CREST OF A SLIGHT RISE, 44 FEET NORTH OF THE
 PU0062'CENTER LINE OF THE ROAD, 40 FEET EAST OF THE CENTER OF A GATE, 1
 PU0062'FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0062'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 5 FEET TO SOLID
 PU0062'ROCK AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0352 ***********************************************************************
 OT0352  DESIGNATION -  C 396
 OT0352  PID         -  OT0352
 OT0352  STATE/COUNTY-  SD/FALL RIVER
 OT0352  COUNTRY     -  US
 OT0352  USGS QUAD   -  BUFFALO GAP (2017)
 OT0352
 OT0352                         *CURRENT SURVEY CONTROL
 OT0352  ______________________________________________________________________
 OT0352* NAD 83(1986) POSITION- 43 28 31.     (N) 103 20 40.     (W)   SCALED
 OT0352* NAVD 88 ORTHO HEIGHT -  1041.031 (meters)     3415.45  (feet) ADJUSTED
 OT0352  ______________________________________________________________________
 OT0352  GEOID HEIGHT    -        -15.980 (meters)                     GEOID18
 OT0352  DYNAMIC HEIGHT  -       1040.612 (meters)     3414.07  (feet) COMP
 OT0352  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 OT0352
 OT0352  VERT ORDER      -  FIRST     CLASS II
 OT0352
 OT0352.The horizontal coordinates were scaled from a map and have
 OT0352.an estimated accuracy of +/- 6 seconds.
 OT0352
 OT0352.The orthometric height was determined by differential leveling and
 OT0352.adjusted by the NATIONAL GEODETIC SURVEY
 OT0352.in June 1991.
 OT0352
 OT0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0352.GEOID18 height accuracy estimate available here.
 OT0352
 OT0352.Click photographs - Photos may exist for this station.
 OT0352
 OT0352.The dynamic height is computed by dividing the NAVD 88
 OT0352.geopotential number by the normal gravity value computed on the
 OT0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0352.degrees latitude (g = 980.6199 gals.).
 OT0352
 OT0352.The modeled gravity was interpolated from observed gravity values.
 OT0352
 OT0352;                    North         East    Units  Estimated Accuracy
 OT0352;SPC SD S     -   131,280.      356,450.      MT  (+/- 180 meters Scaled)
 OT0352
 OT0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ338149(NAD 83)
 OT0352
 OT0352                          SUPERSEDED SURVEY CONTROL
 OT0352
 OT0352  NGVD 29 (??/??/92) 1040.540  (m)         3413.84   (f) ADJ UNCH    1 2
 OT0352
 OT0352.Superseded values are not recommended for survey control.
 OT0352
 OT0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0352.See file dsdata.pdf to determine how the superseded data were derived.
 OT0352
 OT0352_MARKER: DB = BENCH MARK DISK
 OT0352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0352_SP_SET: HEADWALL
 OT0352_STAMPING: C 396 1963
 OT0352_MARK LOGO: CGS
 OT0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0352+STABILITY: SURFACE MOTION
 OT0352
 OT0352  HISTORY     - Date     Condition        Report By
 OT0352  HISTORY     - 1963     MONUMENTED       CGS
 OT0352  HISTORY     - 1985     GOOD             NGS
 OT0352
 OT0352                          STATION DESCRIPTION
 OT0352
 OT0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0352'2.3 MI SW FROM BUFFALO GAP.
 OT0352'0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN
 OT0352'HILLS BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A
 OT0352'GRAVELED ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD,
 OT0352'THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 79, IN SECTION 1,
 OT0352'T 7 S, R 6 E, 0.25 MILE SOUTH OF THE FALL RIVER-CUSTER COUNTY
 OT0352'LINE, IN THE WEST HEADWALL OF A CONCRETE CULVERT, 28 FEET WEST
 OT0352'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL
 OT0352'OF THE HIGHWAY, AND SET IN THE TOP OF THE CENTER OF THE WEST
 OT0352'HEADWALL OF A CONCRETE CULVERT.
 OT0352
 OT0352                          STATION RECOVERY (1985)
 OT0352
 OT0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0352'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 OT0352'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0352'SPRINGS, THENCE 9.35 KM (5.85 MI) NORTHEAST ALONG STATE HIGHWAY 79, IN
 OT0352'THE TOP CENTER OF THE NORTHWEST HEADWALL FOR A 6- BY 8-FOOT BOX
 OT0352'CULVERT, 1.75 KM (1.1 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD
 OT0352'LEADING EAST TO BUFFALO GAP, 0.45 KM (0.3 MI) SOUTHWEST OF MILEPOST
 OT0352'33, 8.5 METERS (28 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 OT0352'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0534 ***********************************************************************
 OT0534  DESIGNATION -  C 397
 OT0534  PID         -  OT0534
 OT0534  STATE/COUNTY-  SD/FALL RIVER
 OT0534  COUNTRY     -  US
 OT0534  USGS QUAD   -  EDGEMONT (2017)
 OT0534
 OT0534                         *CURRENT SURVEY CONTROL
 OT0534  ______________________________________________________________________
 OT0534* NAD 83(1986) POSITION- 43 19 24.     (N) 103 45 38.     (W)   SCALED
 OT0534* NAVD 88 ORTHO HEIGHT -  1135.450 (meters)     3725.22  (feet) ADJUSTED
 OT0534  ______________________________________________________________________
 OT0534  GEOID HEIGHT    -        -15.086 (meters)                     GEOID18
 OT0534  DYNAMIC HEIGHT  -       1134.980 (meters)     3723.68  (feet) COMP
 OT0534  MODELED GRAVITY -    980,165.8   (mgal)                       NAVD 88
 OT0534
 OT0534  VERT ORDER      -  FIRST     CLASS II
 OT0534
 OT0534.The horizontal coordinates were scaled from a map and have
 OT0534.an estimated accuracy of +/- 6 seconds.
 OT0534
 OT0534.The orthometric height was determined by differential leveling and
 OT0534.adjusted by the NATIONAL GEODETIC SURVEY
 OT0534.in June 1991.
 OT0534
 OT0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0534.GEOID18 height accuracy estimate available here.
 OT0534
 OT0534.Click photographs - Photos may exist for this station.
 OT0534
 OT0534.The dynamic height is computed by dividing the NAVD 88
 OT0534.geopotential number by the normal gravity value computed on the
 OT0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0534.degrees latitude (g = 980.6199 gals.).
 OT0534
 OT0534.The modeled gravity was interpolated from observed gravity values.
 OT0534
 OT0534;                    North         East    Units  Estimated Accuracy
 OT0534;SPC SD S     -   115,710.      322,110.      MT  (+/- 180 meters Scaled)
 OT0534
 OT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH004974(NAD 83)
 OT0534
 OT0534                          SUPERSEDED SURVEY CONTROL
 OT0534
 OT0534  NGVD 29 (??/??/92) 1134.909  (m)         3723.45   (f) ADJ UNCH    1 2
 OT0534
 OT0534.Superseded values are not recommended for survey control.
 OT0534
 OT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0534.See file dsdata.pdf to determine how the superseded data were derived.
 OT0534
 OT0534_MARKER: DB = BENCH MARK DISK
 OT0534_SETTING: 66 = SET IN ROCK OUTCROP
 OT0534_STAMPING: C 397 1963
 OT0534_MARK LOGO: CGS
 OT0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0534+STABILITY: POSITION/ELEVATION WELL
 OT0534
 OT0534  HISTORY     - Date     Condition        Report By
 OT0534  HISTORY     - 1963     MONUMENTED       CGS
 OT0534
 OT0534                          STATION DESCRIPTION
 OT0534
 OT0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0534'6 MI NE FROM EDGEMONT.
 OT0534'ABOUT 6.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0534'RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 28, T 8 S,
 OT0534'R 3 E, 2 POLES EAST OF A PRIVATE ROAD CROSSING, 52 1/2 FEET NORTH
 OT0534'OF AND ACROSS THE TRACKS FROM MILE POST 6, 40 FEET NORTH OF THE
 OT0534'NORTH RAIL, 52 FEET SOUTH OF A FENCE, 1.8 FEET NORTHWEST OF A
 OT0534'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL,
 OT0534'AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0562 ***********************************************************************
 PT0562  DESIGNATION -  C 4 S
 PT0562  PID         -  PT0562
 PT0562  STATE/COUNTY-  SD/HAAKON
 PT0562  COUNTRY     -  US
 PT0562  USGS QUAD   -  PHILIP (2017)
 PT0562
 PT0562                         *CURRENT SURVEY CONTROL
 PT0562  ______________________________________________________________________
 PT0562* NAD 83(1986) POSITION- 44 05 46.     (N) 101 40 22.     (W)   SCALED
 PT0562* NAVD 88 ORTHO HEIGHT -   692.339 (meters)     2271.45  (feet) ADJUSTED
 PT0562  ______________________________________________________________________
 PT0562  GEOID HEIGHT    -        -21.035 (meters)                     GEOID18
 PT0562  DYNAMIC HEIGHT  -        692.144 (meters)     2270.81  (feet) COMP
 PT0562  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 PT0562
 PT0562  VERT ORDER      -  FIRST     CLASS II
 PT0562
 PT0562.The horizontal coordinates were scaled from a map and have
 PT0562.an estimated accuracy of +/- 6 seconds.
 PT0562
 PT0562.The orthometric height was determined by differential leveling and
 PT0562.adjusted by the NATIONAL GEODETIC SURVEY
 PT0562.in June 1991.
 PT0562
 PT0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0562.GEOID18 height accuracy estimate available here.
 PT0562
 PT0562.Click photographs - Photos may exist for this station.
 PT0562
 PT0562.The dynamic height is computed by dividing the NAVD 88
 PT0562.geopotential number by the normal gravity value computed on the
 PT0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0562.degrees latitude (g = 980.6199 gals.).
 PT0562
 PT0562.The modeled gravity was interpolated from observed gravity values.
 PT0562
 PT0562;                    North         East    Units  Estimated Accuracy
 PT0562;SPC SD S     -   196,700.      492,750.      MT  (+/- 180 meters Scaled)
 PT0562
 PT0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860860(NAD 83)
 PT0562
 PT0562                          SUPERSEDED SURVEY CONTROL
 PT0562
 PT0562  NGVD 29 (??/??/92)  691.89   (m)         2270.0    (f) COMPUTED    1 2
 PT0562
 PT0562.Superseded values are not recommended for survey control.
 PT0562
 PT0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0562.See file dsdata.pdf to determine how the superseded data were derived.
 PT0562
 PT0562_MARKER: DS = TRIANGULATION STATION DISK
 PT0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0562_STAMPING: C 4 S 1961
 PT0562_MARK LOGO: CGS
 PT0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0562+STABILITY: SURFACE MOTION
 PT0562
 PT0562  HISTORY     - Date     Condition        Report By
 PT0562  HISTORY     - 1961     MONUMENTED       CGS
 PT0562  HISTORY     - 1962     GOOD             CGS
 PT0562
 PT0562                          STATION DESCRIPTION
 PT0562
 PT0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0562'4.2 MI N FROM PHILIP.
 PT0562'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0562'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.25 MILE
 PT0562'WEST ALONG A PRIVATE FIELD ROAD, AT A NORTH-SOUTH FENCE, 43 FEET
 PT0562'SOUTH OF THE CENTERLINE OF THE ROAD, 4.3 FEET SOUTHEAST OF A METAL
 PT0562'WITNESS POST, 4 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE
 PT0562'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0562'1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0563 ***********************************************************************
 PT0563  DESIGNATION -  C 4 S RM 1
 PT0563  PID         -  PT0563
 PT0563  STATE/COUNTY-  SD/HAAKON
 PT0563  COUNTRY     -  US
 PT0563  USGS QUAD   -  PHILIP (2017)
 PT0563
 PT0563                         *CURRENT SURVEY CONTROL
 PT0563  ______________________________________________________________________
 PT0563* NAD 83(1986) POSITION- 44 05 45.     (N) 101 40 21.     (W)   SCALED
 PT0563* NAVD 88 ORTHO HEIGHT -   692.318 (meters)     2271.38  (feet) ADJUSTED
 PT0563  ______________________________________________________________________
 PT0563  GEOID HEIGHT    -        -21.036 (meters)                     GEOID18
 PT0563  DYNAMIC HEIGHT  -        692.123 (meters)     2270.74  (feet) COMP
 PT0563  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 PT0563
 PT0563  VERT ORDER      -  FIRST     CLASS II
 PT0563
 PT0563.The horizontal coordinates were scaled from a map and have
 PT0563.an estimated accuracy of +/- 6 seconds.
 PT0563
 PT0563.The orthometric height was determined by differential leveling and
 PT0563.adjusted by the NATIONAL GEODETIC SURVEY
 PT0563.in June 1991.
 PT0563
 PT0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0563.GEOID18 height accuracy estimate available here.
 PT0563
 PT0563.Click photographs - Photos may exist for this station.
 PT0563
 PT0563.The dynamic height is computed by dividing the NAVD 88
 PT0563.geopotential number by the normal gravity value computed on the
 PT0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0563.degrees latitude (g = 980.6199 gals.).
 PT0563
 PT0563.The modeled gravity was interpolated from observed gravity values.
 PT0563
 PT0563;                    North         East    Units  Estimated Accuracy
 PT0563;SPC SD S     -   196,670.      492,770.      MT  (+/- 180 meters Scaled)
 PT0563
 PT0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860859(NAD 83)
 PT0563
 PT0563                          SUPERSEDED SURVEY CONTROL
 PT0563
 PT0563  NGVD 29 (??/??/92)  691.87   (m)         2269.9    (f) COMPUTED    1 2
 PT0563
 PT0563.Superseded values are not recommended for survey control.
 PT0563
 PT0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0563.See file dsdata.pdf to determine how the superseded data were derived.
 PT0563
 PT0563_MARKER: DR = REFERENCE MARK DISK
 PT0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0563_STAMPING: C 4 S NO 1 1961
 PT0563_MARK LOGO: CGS
 PT0563_PROJECTION: FLUSH
 PT0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0563+STABILITY: SURFACE MOTION
 PT0563
 PT0563  HISTORY     - Date     Condition        Report By
 PT0563  HISTORY     - 1961     MONUMENTED       CGS
 PT0563  HISTORY     - 1962     GOOD             CGS
 PT0563
 PT0563                          STATION DESCRIPTION
 PT0563
 PT0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0563'4.2 MI N FROM PHILIP.
 PT0563'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0563'AND NORTH WESTERN RAILRAOD STATION AT PHILIP, THENCE 0.25 MILE
 PT0563'WEST ALONG A PRIVATE FIELD ROAD, AT A NORTH-SOUTH FENCE, 53.0
 PT0563'FEET NORTHWEST OF C4S 1961, 43 FEET WEST OF A FENCE, 25 FEET
 PT0563'SOUTH OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A
 PT0563'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0564 ***********************************************************************
 PT0564  DESIGNATION -  C 4 S RM 2
 PT0564  PID         -  PT0564
 PT0564  STATE/COUNTY-  SD/HAAKON
 PT0564  COUNTRY     -  US
 PT0564  USGS QUAD   -  PHILIP (2017)
 PT0564
 PT0564                         *CURRENT SURVEY CONTROL
 PT0564  ______________________________________________________________________
 PT0564* NAD 83(1986) POSITION- 44 05 46.     (N) 101 40 22.     (W)   SCALED
 PT0564* NAVD 88 ORTHO HEIGHT -   692.511 (meters)     2272.01  (feet) ADJUSTED
 PT0564  ______________________________________________________________________
 PT0564  GEOID HEIGHT    -        -21.035 (meters)                     GEOID18
 PT0564  DYNAMIC HEIGHT  -        692.316 (meters)     2271.37  (feet) COMP
 PT0564  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 PT0564
 PT0564  VERT ORDER      -  FIRST     CLASS II
 PT0564
 PT0564.The horizontal coordinates were scaled from a map and have
 PT0564.an estimated accuracy of +/- 6 seconds.
 PT0564
 PT0564.The orthometric height was determined by differential leveling and
 PT0564.adjusted by the NATIONAL GEODETIC SURVEY
 PT0564.in June 1991.
 PT0564
 PT0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0564.GEOID18 height accuracy estimate available here.
 PT0564
 PT0564.Click photographs - Photos may exist for this station.
 PT0564
 PT0564.The dynamic height is computed by dividing the NAVD 88
 PT0564.geopotential number by the normal gravity value computed on the
 PT0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0564.degrees latitude (g = 980.6199 gals.).
 PT0564
 PT0564.The modeled gravity was interpolated from observed gravity values.
 PT0564
 PT0564;                    North         East    Units  Estimated Accuracy
 PT0564;SPC SD S     -   196,700.      492,750.      MT  (+/- 180 meters Scaled)
 PT0564
 PT0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860860(NAD 83)
 PT0564
 PT0564                          SUPERSEDED SURVEY CONTROL
 PT0564
 PT0564  NGVD 29 (??/??/92)  692.06   (m)         2270.5    (f) COMPUTED    1 2
 PT0564
 PT0564.Superseded values are not recommended for survey control.
 PT0564
 PT0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0564.See file dsdata.pdf to determine how the superseded data were derived.
 PT0564
 PT0564_MARKER: DR = REFERENCE MARK DISK
 PT0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0564_STAMPING: C 4 S NO 2 1961
 PT0564_MARK LOGO: CGS
 PT0564_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0564+STABILITY: SURFACE MOTION
 PT0564
 PT0564  HISTORY     - Date     Condition        Report By
 PT0564  HISTORY     - 1961     MONUMENTED       CGS
 PT0564  HISTORY     - 1962     GOOD             CGS
 PT0564
 PT0564                          STATION DESCRIPTION
 PT0564
 PT0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0564'4.2 MI N FROM PHILIP.
 PT0564'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0564'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.25 MILE
 PT0564'WEST ALONG A PRIVATE FIELD ROAD, AT A NORTH-SOUTH FENCE, 60.0
 PT0564'FEET NORTH OF C4S 1961, 16 FEET NORTH OF THE CENTERLINE OF THE
 PT0564'ROAD, 1 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PT0564'POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0565 ***********************************************************************
 PT0565  DESIGNATION -  C 4 T
 PT0565  PID         -  PT0565
 PT0565  STATE/COUNTY-  SD/HAAKON
 PT0565  COUNTRY     -  US
 PT0565  USGS QUAD   -  PHILIP (2017)
 PT0565
 PT0565                         *CURRENT SURVEY CONTROL
 PT0565  ______________________________________________________________________
 PT0565* NAD 83(1986) POSITION- 44 05 45.     (N) 101 39 39.     (W)   SCALED
 PT0565* NAVD 88 ORTHO HEIGHT -   704.659 (meters)     2311.87  (feet) ADJUSTED
 PT0565  ______________________________________________________________________
 PT0565  GEOID HEIGHT    -        -21.079 (meters)                     GEOID18
 PT0565  DYNAMIC HEIGHT  -        704.461 (meters)     2311.22  (feet) COMP
 PT0565  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 PT0565
 PT0565  VERT ORDER      -  FIRST     CLASS II
 PT0565
 PT0565.The horizontal coordinates were scaled from a map and have
 PT0565.an estimated accuracy of +/- 6 seconds.
 PT0565
 PT0565.The orthometric height was determined by differential leveling and
 PT0565.adjusted by the NATIONAL GEODETIC SURVEY
 PT0565.in June 1991.
 PT0565
 PT0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0565.GEOID18 height accuracy estimate available here.
 PT0565
 PT0565.Click photographs - Photos may exist for this station.
 PT0565
 PT0565.The dynamic height is computed by dividing the NAVD 88
 PT0565.geopotential number by the normal gravity value computed on the
 PT0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0565.degrees latitude (g = 980.6199 gals.).
 PT0565
 PT0565.The modeled gravity was interpolated from observed gravity values.
 PT0565
 PT0565;                    North         East    Units  Estimated Accuracy
 PT0565;SPC SD S     -   196,650.      493,710.      MT  (+/- 180 meters Scaled)
 PT0565
 PT0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP870859(NAD 83)
 PT0565
 PT0565                          SUPERSEDED SURVEY CONTROL
 PT0565
 PT0565  NGVD 29 (??/??/92)  704.21   (m)         2310.4    (f) COMPUTED    1 2
 PT0565
 PT0565.Superseded values are not recommended for survey control.
 PT0565
 PT0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0565.See file dsdata.pdf to determine how the superseded data were derived.
 PT0565
 PT0565_MARKER: DS = TRIANGULATION STATION DISK
 PT0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0565_STAMPING: C 4 T 1961
 PT0565_MARK LOGO: CGS
 PT0565_PROJECTION: FLUSH
 PT0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0565+STABILITY: SURFACE MOTION
 PT0565
 PT0565  HISTORY     - Date     Condition        Report By
 PT0565  HISTORY     - 1961     MONUMENTED       CGS
 PT0565  HISTORY     - 1962     GOOD             CGS
 PT0565
 PT0565                          STATION DESCRIPTION
 PT0565
 PT0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0565'4.4 MI N FROM PHILIP.
 PT0565'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0565'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.35 MILE
 PT0565'EAST ALONG A DIM TRAIL ROAD, 430 FEET SOUTH OF AN EAST-WEST
 PT0565'FENCE, 13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL
 PT0565'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0565'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0566 ***********************************************************************
 PT0566  DESIGNATION -  C 4 T RM 1
 PT0566  PID         -  PT0566
 PT0566  STATE/COUNTY-  SD/HAAKON
 PT0566  COUNTRY     -  US
 PT0566  USGS QUAD   -  PHILIP (2017)
 PT0566
 PT0566                         *CURRENT SURVEY CONTROL
 PT0566  ______________________________________________________________________
 PT0566* NAD 83(1986) POSITION- 44 05 45.     (N) 101 39 39.     (W)   SCALED
 PT0566* NAVD 88 ORTHO HEIGHT -   698.406 (meters)     2291.35  (feet) ADJUSTED
 PT0566  ______________________________________________________________________
 PT0566  GEOID HEIGHT    -        -21.079 (meters)                     GEOID18
 PT0566  DYNAMIC HEIGHT  -        698.209 (meters)     2290.71  (feet) COMP
 PT0566  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 PT0566
 PT0566  VERT ORDER      -  FIRST     CLASS II
 PT0566
 PT0566.The horizontal coordinates were scaled from a map and have
 PT0566.an estimated accuracy of +/- 6 seconds.
 PT0566
 PT0566.The orthometric height was determined by differential leveling and
 PT0566.adjusted by the NATIONAL GEODETIC SURVEY
 PT0566.in June 1991.
 PT0566
 PT0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0566.GEOID18 height accuracy estimate available here.
 PT0566
 PT0566.Click photographs - Photos may exist for this station.
 PT0566
 PT0566.The dynamic height is computed by dividing the NAVD 88
 PT0566.geopotential number by the normal gravity value computed on the
 PT0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0566.degrees latitude (g = 980.6199 gals.).
 PT0566
 PT0566.The modeled gravity was interpolated from observed gravity values.
 PT0566
 PT0566;                    North         East    Units  Estimated Accuracy
 PT0566;SPC SD S     -   196,650.      493,710.      MT  (+/- 180 meters Scaled)
 PT0566
 PT0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP870859(NAD 83)
 PT0566
 PT0566                          SUPERSEDED SURVEY CONTROL
 PT0566
 PT0566  NGVD 29 (??/??/92)  697.96   (m)         2289.9    (f) COMPUTED    1 2
 PT0566
 PT0566.Superseded values are not recommended for survey control.
 PT0566
 PT0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0566.See file dsdata.pdf to determine how the superseded data were derived.
 PT0566
 PT0566_MARKER: DR = REFERENCE MARK DISK
 PT0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0566_STAMPING: C 4 T NO 1 1961
 PT0566_MARK LOGO: CGS
 PT0566_PROJECTION: FLUSH
 PT0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0566+STABILITY: SURFACE MOTION
 PT0566
 PT0566  HISTORY     - Date     Condition        Report By
 PT0566  HISTORY     - 1961     MONUMENTED       CGS
 PT0566  HISTORY     - 1962     GOOD             CGS
 PT0566
 PT0566                          STATION DESCRIPTION
 PT0566
 PT0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0566'4.4 MI N FROM PHILIP.
 PT0566'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0566'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.35 MILE
 PT0566'EAST ALONG A DIM TRAIL ROAD, 428 FEET NORTH-NORTHWEST OF C4T
 PT0566'1961, 63 FEET WEST OF THE SOUTH END OF A SMALL STEEL CULVERT,
 PT0566'1 1/2 FEET SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF
 PT0566'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0833 ***********************************************************************
 PU0833  DESIGNATION -  C 401
 PU0833  PID         -  PU0833
 PU0833  STATE/COUNTY-  SD/MEADE
 PU0833  COUNTRY     -  US
 PU0833  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0833
 PU0833                         *CURRENT SURVEY CONTROL
 PU0833  ______________________________________________________________________
 PU0833* NAD 83(1986) POSITION- 44 44 54.     (N) 102 55 42.     (W)   SCALED
 PU0833* NAVD 88 ORTHO HEIGHT -   860.281 (meters)     2822.44  (feet) ADJUSTED
 PU0833  ______________________________________________________________________
 PU0833  GEOID HEIGHT    -        -17.427 (meters)                     GEOID18
 PU0833  DYNAMIC HEIGHT  -        860.076 (meters)     2821.77  (feet) COMP
 PU0833  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 PU0833
 PU0833  VERT ORDER      -  SECOND    CLASS 0
 PU0833
 PU0833.The horizontal coordinates were scaled from a map and have
 PU0833.an estimated accuracy of +/- 6 seconds.
 PU0833
 PU0833.The orthometric height was determined by differential leveling and
 PU0833.adjusted by the NATIONAL GEODETIC SURVEY
 PU0833.in June 1991.
 PU0833
 PU0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0833.GEOID18 height accuracy estimate available here.
 PU0833
 PU0833.Click photographs - Photos may exist for this station.
 PU0833
 PU0833.The dynamic height is computed by dividing the NAVD 88
 PU0833.geopotential number by the normal gravity value computed on the
 PU0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0833.degrees latitude (g = 980.6199 gals.).
 PU0833
 PU0833.The modeled gravity was interpolated from observed gravity values.
 PU0833
 PU0833;                    North         East    Units  Estimated Accuracy
 PU0833;SPC SD N     -   105,870.      368,160.      MT  (+/- 180 meters Scaled)
 PU0833
 PU0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK639570(NAD 83)
 PU0833
 PU0833                          SUPERSEDED SURVEY CONTROL
 PU0833
 PU0833  NGVD 29 (??/??/92)  859.808  (m)         2820.89   (f) ADJ UNCH    2 0
 PU0833
 PU0833.Superseded values are not recommended for survey control.
 PU0833
 PU0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0833.See file dsdata.pdf to determine how the superseded data were derived.
 PU0833
 PU0833_MARKER: DB = BENCH MARK DISK
 PU0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0833_STAMPING: C 401 1962
 PU0833_MARK LOGO: CGS
 PU0833_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0833+STABILITY: SURFACE MOTION
 PU0833
 PU0833  HISTORY     - Date     Condition        Report By
 PU0833  HISTORY     - 1962     MONUMENTED       CGS
 PU0833
 PU0833                          STATION DESCRIPTION
 PU0833
 PU0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0833'6.7 MI W FROM FAIRPOINT.
 PU0833'6.7 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0833'0.6 MILE EAST OF THE JUNCTION OF A DIRT ROAD SOUTH, 49 FEET
 PU0833'SOUTH OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTH OF A
 PU0833'FENCE, 3.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0833'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0148 ***********************************************************************
 QT0148  DESIGNATION -  C 402
 QT0148  PID         -  QT0148
 QT0148  STATE/COUNTY-  SD/MEADE
 QT0148  COUNTRY     -  US
 QT0148  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0148
 QT0148                         *CURRENT SURVEY CONTROL
 QT0148  ______________________________________________________________________
 QT0148* NAD 83(1986) POSITION- 45 01 20.     (N) 102 48 45.     (W)   SCALED
 QT0148* NAVD 88 ORTHO HEIGHT -   866.523 (meters)     2842.92  (feet) ADJUSTED
 QT0148  ______________________________________________________________________
 QT0148  GEOID HEIGHT    -        -17.562 (meters)                     GEOID18
 QT0148  DYNAMIC HEIGHT  -        866.343 (meters)     2842.33  (feet) COMP
 QT0148  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 QT0148
 QT0148  VERT ORDER      -  FIRST     CLASS II
 QT0148
 QT0148.The horizontal coordinates were scaled from a map and have
 QT0148.an estimated accuracy of +/- 6 seconds.
 QT0148
 QT0148.The orthometric height was determined by differential leveling and
 QT0148.adjusted by the NATIONAL GEODETIC SURVEY
 QT0148.in July 1998.
 QT0148
 QT0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0148.GEOID18 height accuracy estimate available here.
 QT0148
 QT0148.Click photographs - Photos may exist for this station.
 QT0148
 QT0148.The dynamic height is computed by dividing the NAVD 88
 QT0148.geopotential number by the normal gravity value computed on the
 QT0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0148.degrees latitude (g = 980.6199 gals.).
 QT0148
 QT0148.The modeled gravity was interpolated from observed gravity values.
 QT0148
 QT0148;                    North         East    Units  Estimated Accuracy
 QT0148;SPC SD N     -   135,960.      378,390.      MT  (+/- 180 meters Scaled)
 QT0148
 QT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK723877(NAD 83)
 QT0148
 QT0148                          SUPERSEDED SURVEY CONTROL
 QT0148
 QT0148  NAVD 88 (06/15/91)  866.494  (m)         2842.82   (f) SUPERSEDED  1 2
 QT0148  NGVD 29 (??/??/92)  866.028  (m)         2841.29   (f) ADJ UNCH    1 2
 QT0148
 QT0148.Superseded values are not recommended for survey control.
 QT0148
 QT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0148.See file dsdata.pdf to determine how the superseded data were derived.
 QT0148
 QT0148_MARKER: DB = BENCH MARK DISK
 QT0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0148_STAMPING: C 402 1962
 QT0148_MARK LOGO: CGS
 QT0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0148+STABILITY: SURFACE MOTION
 QT0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0148+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0148
 QT0148  HISTORY     - Date     Condition        Report By
 QT0148  HISTORY     - 1962     MONUMENTED       CGS
 QT0148  HISTORY     - 19960425 GOOD             NGS
 QT0148
 QT0148                          STATION DESCRIPTION
 QT0148
 QT0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0148'3.8 MI NE FROM MUD BUTTE.
 QT0148'3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0148'MUD BUTTE, 1 POWER POLE EAST OF AN 18-INCH PIPE CULVERT, 48 FEET
 QT0148'NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF A
 QT0148'POWER POLE, 2.6 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS
 QT0148'POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 QT0148'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QT0148
 QT0148                          STATION RECOVERY (1996)
 QT0148
 QT0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0148'5.8 KM (3.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0148'IN MUD BUTTE, 704.0 M (2309.7 FT) WEST OF MILEPOST 77, 28.2 M (92.5
 QT0148'FT) NORTH OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) SOUTHWEST OF A
 QT0148'UTILITY POLE, 2.5 M (8.2 FT) SOUTH OF A FENCE, 2.0 M (6.6 FT) BELOW
 QT0148'THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) EAST OF A WITNESS POST, 0.3 M
 QT0148'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QT0148'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0777 ***********************************************************************
 PU0777  DESIGNATION -  C 403
 PU0777  PID         -  PU0777
 PU0777  STATE/COUNTY-  SD/MEADE
 PU0777  COUNTRY     -  US
 PU0777  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0777
 PU0777                         *CURRENT SURVEY CONTROL
 PU0777  ______________________________________________________________________
 PU0777* NAD 83(1986) POSITION- 44 54 25.     (N) 102 41 44.     (W)   SCALED
 PU0777* NAVD 88 ORTHO HEIGHT -   796.076 (meters)     2611.79  (feet) ADJUSTED
 PU0777  ______________________________________________________________________
 PU0777  GEOID HEIGHT    -        -17.852 (meters)                     GEOID18
 PU0777  DYNAMIC HEIGHT  -        795.905 (meters)     2611.23  (feet) COMP
 PU0777  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PU0777
 PU0777  VERT ORDER      -  SECOND    CLASS 0
 PU0777
 PU0777.The horizontal coordinates were scaled from a map and have
 PU0777.an estimated accuracy of +/- 6 seconds.
 PU0777
 PU0777.The orthometric height was determined by differential leveling and
 PU0777.adjusted by the NATIONAL GEODETIC SURVEY
 PU0777.in June 1991.
 PU0777
 PU0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0777.GEOID18 height accuracy estimate available here.
 PU0777
 PU0777.Click photographs - Photos may exist for this station.
 PU0777
 PU0777.The dynamic height is computed by dividing the NAVD 88
 PU0777.geopotential number by the normal gravity value computed on the
 PU0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0777.degrees latitude (g = 980.6199 gals.).
 PU0777
 PU0777.The modeled gravity was interpolated from observed gravity values.
 PU0777
 PU0777;                    North         East    Units  Estimated Accuracy
 PU0777;SPC SD N     -   122,850.      387,170.      MT  (+/- 180 meters Scaled)
 PU0777
 PU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK819751(NAD 83)
 PU0777
 PU0777                          SUPERSEDED SURVEY CONTROL
 PU0777
 PU0777  NGVD 29 (??/??/92)  795.612  (m)         2610.27   (f) ADJ UNCH    2 0
 PU0777
 PU0777.Superseded values are not recommended for survey control.
 PU0777
 PU0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0777.See file dsdata.pdf to determine how the superseded data were derived.
 PU0777
 PU0777_MARKER: DB = BENCH MARK DISK
 PU0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0777_STAMPING: C 403 1962
 PU0777_MARK LOGO: CGS
 PU0777_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0777+STABILITY: SURFACE MOTION
 PU0777
 PU0777  HISTORY     - Date     Condition        Report By
 PU0777  HISTORY     - 1962     MONUMENTED       CGS
 PU0777
 PU0777                          STATION DESCRIPTION
 PU0777
 PU0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0777'13 MI E FROM SULPHUR.
 PU0777'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0777'2.0 MILES NORTH, THENCE 2.0 MILES EAST ALONG THE ROAD, 47 FEET
 PU0777'SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHWEST OF THE
 PU0777'WEST END OF GATE AND T JUNCTION FENCE POST, 1.9 FEET WEST OF A
 PU0777'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE TOP
 PU0777'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0744 ***********************************************************************
 PU0744  CBN         -  This is a Cooperative Base Network Control Station.
 PU0744  DESIGNATION -  C 404
 PU0744  PID         -  PU0744
 PU0744  STATE/COUNTY-  SD/MEADE
 PU0744  COUNTRY     -  US
 PU0744  USGS QUAD   -  CAMP CREEK (2017)
 PU0744
 PU0744                         *CURRENT SURVEY CONTROL
 PU0744  ______________________________________________________________________
 PU0744* NAD 83(2011) POSITION- 44 59 16.29050(N) 102 54 22.05255(W)   ADJUSTED
 PU0744* NAD 83(2011) ELLIP HT-   863.417 (meters)        (06/27/12)   ADJUSTED
 PU0744* NAD 83(2011) EPOCH   -  2010.00
 PU0744* NAVD 88 ORTHO HEIGHT -   880.799 (meters)     2889.75  (feet) ADJUSTED
 PU0744  ______________________________________________________________________
 PU0744  GEOID HEIGHT    -        -17.380 (meters)                     GEOID18
 PU0744  NAD 83(2011) X  - -1,009,372.958 (meters)                     COMP
 PU0744  NAD 83(2011) Y  - -4,404,989.560 (meters)                     COMP
 PU0744  NAD 83(2011) Z  -  4,487,004.601 (meters)                     COMP
 PU0744  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 PU0744  DYNAMIC HEIGHT  -        880.611 (meters)     2889.14  (feet) COMP
 PU0744  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 PU0744
 PU0744  VERT ORDER      -  FIRST     CLASS II
 PU0744
 PU0744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU0744  Standards:
 PU0744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU0744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU0744  -------------------------------------------------------------------
 PU0744  NETWORK    1.20   3.59           0.56   0.38   1.83     -0.10537219
 PU0744  -------------------------------------------------------------------
 PU0744  Click here for local accuracies and other accuracy information.
 PU0744
 PU0744.The horizontal coordinates were established by GPS observations
 PU0744.and adjusted by the National Geodetic Survey in June 2012.
 PU0744
 PU0744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU0744.been affixed to the stable North American tectonic plate. See 
 PU0744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU0744
 PU0744.The horizontal coordinates are valid at the epoch date displayed above
 PU0744.which is a decimal equivalence of Year/Month/Day.
 PU0744
 PU0744.The orthometric height was determined by differential leveling and
 PU0744.adjusted by the NATIONAL GEODETIC SURVEY
 PU0744.in June 1991.
 PU0744
 PU0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0744.GEOID18 height accuracy estimate available here.
 PU0744
 PU0744.Click photographs - Photos may exist for this station.
 PU0744
 PU0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU0744
 PU0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0744
 PU0744.The ellipsoidal height was determined by GPS observations
 PU0744.and is referenced to NAD 83.
 PU0744
 PU0744.The dynamic height is computed by dividing the NAVD 88
 PU0744.geopotential number by the normal gravity value computed on the
 PU0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0744.degrees latitude (g = 980.6199 gals.).
 PU0744
 PU0744.The modeled gravity was interpolated from observed gravity values.
 PU0744
 PU0744. The following values were computed from the NAD 83(2011) position.
 PU0744
 PU0744;                    North         East     Units Scale Factor Converg.
 PU0744;SPC SD N     -   132,406.361   370,875.829   MT  0.99993972   -2 03 24.4
 PU0744;SPC SD N     -   434,403.20  1,216,781.78   sFT  0.99993972   -2 03 24.4
 PU0744;UTM  13      - 4,983,734.388   665,064.243   MT  0.99993504   +1 28 50.2
 PU0744
 PU0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0744!SPC SD N     -   0.99986465  x   0.99993972  =   0.99980437
 PU0744!UTM  13      -   0.99986465  x   0.99993504  =   0.99979969
 PU0744
 PU0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6506483734(NAD 83)
 PU0744
 PU0744                          SUPERSEDED SURVEY CONTROL
 PU0744
 PU0744  NAD 83(2007)-  44 59 16.29043(N)    102 54 22.05364(W) AD(2002.00) 0
 PU0744  ELLIP H (02/10/07)  863.450  (m)                       GP(2002.00)    
 PU0744  ELLIP H (04/15/04)  863.456  (m)                       GP(       ) 2 1
 PU0744  NAD 83(1996)-  44 59 16.28978(N)    102 54 22.05307(W) AD(       ) B
 PU0744  ELLIP H (04/18/97)  863.528  (m)                       GP(       ) 4 1
 PU0744  NAVD 88             880.80   (m)         2889.8    (f) LEVELING    3  
 PU0744  NGVD 29 (??/??/92)  880.326  (m)         2888.20   (f) ADJ UNCH    1 2
 PU0744
 PU0744.Superseded values are not recommended for survey control.
 PU0744
 PU0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0744.See file dsdata.pdf to determine how the superseded data were derived.
 PU0744
 PU0744_MARKER: DB = BENCH MARK DISK
 PU0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0744_STAMPING: C 404 1962
 PU0744_MARK LOGO: CGS
 PU0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0744+STABILITY: SURFACE MOTION
 PU0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0744+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU0744
 PU0744  HISTORY     - Date     Condition        Report By
 PU0744  HISTORY     - 1962     MONUMENTED       CGS
 PU0744  HISTORY     - 1963     GOOD             CGS
 PU0744  HISTORY     - 19951116 GOOD             NGS
 PU0744  HISTORY     - 19960523 GOOD             NGS
 PU0744
 PU0744                          STATION DESCRIPTION
 PU0744
 PU0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0744'2 MI SW FROM MUD BUTTE.
 PU0744'1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 PU0744'MUD BUTTE, AT THE JUNCTION OF A FIELD ENTRANCE ROAD NORTHWEST,
 PU0744'119 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 PU0744'SOUTHWEST OF THE CENTER OF A GATE, 2.2 FEET SOUTHEAST OF A
 PU0744'FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 PU0744'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU0744'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PU0744
 PU0744                          STATION RECOVERY (1963)
 PU0744
 PU0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0744'RECOVERED IN GOOD CONDITION.
 PU0744
 PU0744                          STATION RECOVERY (1995)
 PU0744
 PU0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0744'3.1 KM (1.90 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU0744'OFFICE IN MUD BUTTE, 104.0 M (341.2 FT) NORTH OF MILEPOST 71, 36.6 M
 PU0744'(120.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.3 M (10.8 FT)
 PU0744'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT)
 PU0744'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE,
 PU0744'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 PU0744'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0744
 PU0744                          STATION RECOVERY (1996)
 PU0744
 PU0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU0744'THE STATION IS LOCATED ABOUT 70.0 MI (112.7 KM) NORTH OF RAPID CITY,
 PU0744'34.0 MI (54.7 KM) NORTHEAST OF NEWELL, AND 1.9 MI (3.1 KM) SOUTHWEST
 PU0744'OF MUD BUTTE, ON STATE HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH
 PU0744'DAKOTA.  TO REACH THE STATION FROM THE STORE IN MUD BUTTE, GO
 PU0744'SOUTHWEST ON U.S. HIGHWAY 212 FOR 1.9 MI (3.1 KM) TO THE STATION ON
 PU0744'THE LEFT.  THE STATION IS LOCATED 120.4 FT (36.7 M) NORTHWEST OF THE
 PU0744'HIGHWAY CENTERLINE, 14.5 FT (4.4 M) SOUTH-SOUTHWEST OF THE CENTER OF A
 PU0744'FIELD ENTRANCE ROAD, 5.7 FT (1.7 M) SOUTH OF THE SOUTH END OF A GATE,
 PU0744'2.3 FT (0.7 M) EAST-NORTHEAST OF A FENCE, 2.0 FT (0.6 M) ABOVE THE
 PU0744'LEVEL OF THE HIGHWAY, 1.5 FT (0.5 M) WEST-NORTHWEST OF A WITNESS POST,
 PU0744'AND THE MONUMENT PROJECTS 0.4 FT (12.2 CM) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0796 ***********************************************************************
 PU0796  DESIGNATION -  C 405
 PU0796  PID         -  PU0796
 PU0796  STATE/COUNTY-  SD/MEADE
 PU0796  COUNTRY     -  US
 PU0796  USGS QUAD   -  BIG DRAW (2017)
 PU0796
 PU0796                         *CURRENT SURVEY CONTROL
 PU0796  ______________________________________________________________________
 PU0796* NAD 83(1986) POSITION- 44 49 56.     (N) 102 39 39.     (W)   SCALED
 PU0796* NAVD 88 ORTHO HEIGHT -   775.109 (meters)     2543.00  (feet) ADJUSTED
 PU0796  ______________________________________________________________________
 PU0796  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 PU0796  DYNAMIC HEIGHT  -        774.941 (meters)     2542.45  (feet) COMP
 PU0796  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 PU0796
 PU0796  VERT ORDER      -  SECOND    CLASS 0
 PU0796
 PU0796.The horizontal coordinates were scaled from a map and have
 PU0796.an estimated accuracy of +/- 6 seconds.
 PU0796
 PU0796.The orthometric height was determined by differential leveling and
 PU0796.adjusted by the NATIONAL GEODETIC SURVEY
 PU0796.in June 1991.
 PU0796
 PU0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0796.GEOID18 height accuracy estimate available here.
 PU0796
 PU0796.Click photographs - Photos may exist for this station.
 PU0796
 PU0796.The dynamic height is computed by dividing the NAVD 88
 PU0796.geopotential number by the normal gravity value computed on the
 PU0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0796.degrees latitude (g = 980.6199 gals.).
 PU0796
 PU0796.The modeled gravity was interpolated from observed gravity values.
 PU0796
 PU0796;                    North         East    Units  Estimated Accuracy
 PU0796;SPC SD N     -   114,460.      389,640.      MT  (+/- 180 meters Scaled)
 PU0796
 PU0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK848669(NAD 83)
 PU0796
 PU0796                          SUPERSEDED SURVEY CONTROL
 PU0796
 PU0796  NGVD 29 (??/??/92)  774.651  (m)         2541.50   (f) ADJ UNCH    2 0
 PU0796
 PU0796.Superseded values are not recommended for survey control.
 PU0796
 PU0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0796.See file dsdata.pdf to determine how the superseded data were derived.
 PU0796
 PU0796_MARKER: DB = BENCH MARK DISK
 PU0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0796_STAMPING: C 405 1962
 PU0796_MARK LOGO: CGS
 PU0796_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0796+STABILITY: SURFACE MOTION
 PU0796
 PU0796  HISTORY     - Date     Condition        Report By
 PU0796  HISTORY     - 1962     MONUMENTED       CGS
 PU0796
 PU0796                          STATION DESCRIPTION
 PU0796
 PU0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0796'7.6 MI N FROM STONEVILLE.
 PU0796'7.65 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0796'STONEVILLE, 0.8 MILE SOUTH OF A BRIDGE OVER SULPHUR CREEK, 47
 PU0796'FEET WEST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTH OF A
 PU0796'POWER POLE, 2.2 FEET EAST OF A FENCE, 3.2 FEET NORTH OF A
 PU0796'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE
 PU0796'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0649 ***********************************************************************
 PU0649  DESIGNATION -  C 406
 PU0649  PID         -  PU0649
 PU0649  STATE/COUNTY-  SD/MEADE
 PU0649  COUNTRY     -  US
 PU0649  USGS QUAD   -  HEREFORD (2017)
 PU0649
 PU0649                         *CURRENT SURVEY CONTROL
 PU0649  ______________________________________________________________________
 PU0649* NAD 83(1986) POSITION- 44 28 28.     (N) 102 55 26.     (W)   SCALED
 PU0649* NAVD 88 ORTHO HEIGHT -   808.431 (meters)     2652.33  (feet) ADJUSTED
 PU0649  ______________________________________________________________________
 PU0649  GEOID HEIGHT    -        -17.562 (meters)                     GEOID18
 PU0649  DYNAMIC HEIGHT  -        808.213 (meters)     2651.61  (feet) COMP
 PU0649  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 PU0649
 PU0649  VERT ORDER      -  SECOND    CLASS 0
 PU0649
 PU0649.The horizontal coordinates were scaled from a map and have
 PU0649.an estimated accuracy of +/- 6 seconds.
 PU0649
 PU0649.The orthometric height was determined by differential leveling and
 PU0649.adjusted by the NATIONAL GEODETIC SURVEY
 PU0649.in June 1991.
 PU0649
 PU0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0649.GEOID18 height accuracy estimate available here.
 PU0649
 PU0649.Click photographs - Photos may exist for this station.
 PU0649
 PU0649.The dynamic height is computed by dividing the NAVD 88
 PU0649.geopotential number by the normal gravity value computed on the
 PU0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0649.degrees latitude (g = 980.6199 gals.).
 PU0649
 PU0649.The modeled gravity was interpolated from observed gravity values.
 PU0649
 PU0649;                    North         East    Units  Estimated Accuracy
 PU0649;SPC SD N     -    75,440.      367,420.      MT  (+/- 180 meters Scaled)
 PU0649
 PU0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK651266(NAD 83)
 PU0649
 PU0649                          SUPERSEDED SURVEY CONTROL
 PU0649
 PU0649  NGVD 29 (??/??/92)  807.973  (m)         2650.82   (f) ADJ UNCH    2 0
 PU0649
 PU0649.Superseded values are not recommended for survey control.
 PU0649
 PU0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0649.See file dsdata.pdf to determine how the superseded data were derived.
 PU0649
 PU0649_MARKER: DB = BENCH MARK DISK
 PU0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0649_STAMPING: C 406 1962
 PU0649_MARK LOGO: CGS
 PU0649_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0649+STABILITY: SURFACE MOTION
 PU0649
 PU0649  HISTORY     - Date     Condition        Report By
 PU0649  HISTORY     - 1962     MONUMENTED       CGS
 PU0649
 PU0649                          STATION DESCRIPTION
 PU0649
 PU0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0649'7.6 MI NW FROM HEREFORD.
 PU0649'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0649'THENCE 6.2 MILES NORTH ALONG A GRAVEL ROAD, 0.3 MILE NORTH OF THE
 PU0649'CROSSING OF DRY ELM CREEK, 0.2 MILE SOUTH OF THE JUNCTION OF A
 PU0649'DRIVEWAY EAST TO A RANCH HOUSE, 30 FEET EAST OF THE CENTER LINE
 PU0649'OF THE ROAD, 2.9 FEET SOUTHWEST OF A FENCE CORNER POST, 2.2 FEET
 PU0649'WEST OF A FENCE, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 PU0649'FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0649'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1116 ***********************************************************************
 PU1116  DESIGNATION -  C 407
 PU1116  PID         -  PU1116
 PU1116  STATE/COUNTY-  SD/BUTTE
 PU1116  COUNTRY     -  US
 PU1116  USGS QUAD   -  NEWELL (2017)
 PU1116
 PU1116                         *CURRENT SURVEY CONTROL
 PU1116  ______________________________________________________________________
 PU1116* NAD 83(1986) POSITION- 44 40 13.     (N) 103 29 29.     (W)   SCALED
 PU1116* NAVD 88 ORTHO HEIGHT -   852.608 (meters)     2797.26  (feet) ADJUSTED
 PU1116  ______________________________________________________________________
 PU1116  GEOID HEIGHT    -        -16.161 (meters)                     GEOID18
 PU1116  DYNAMIC HEIGHT  -        852.387 (meters)     2796.54  (feet) COMP
 PU1116  MODELED GRAVITY -    980,329.2   (mgal)                       NAVD 88
 PU1116
 PU1116  VERT ORDER      -  SECOND    CLASS 0
 PU1116
 PU1116.The horizontal coordinates were scaled from a map and have
 PU1116.an estimated accuracy of +/- 6 seconds.
 PU1116
 PU1116.The orthometric height was determined by differential leveling and
 PU1116.adjusted by the NATIONAL GEODETIC SURVEY
 PU1116.in June 1991.
 PU1116
 PU1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1116.GEOID18 height accuracy estimate available here.
 PU1116
 PU1116.Click photographs - Photos may exist for this station.
 PU1116
 PU1116.The dynamic height is computed by dividing the NAVD 88
 PU1116.geopotential number by the normal gravity value computed on the
 PU1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1116.degrees latitude (g = 980.6199 gals.).
 PU1116
 PU1116.The modeled gravity was interpolated from observed gravity values.
 PU1116
 PU1116;                    North         East    Units  Estimated Accuracy
 PU1116;SPC SD N     -    98,970.      323,240.      MT  (+/- 180 meters Scaled)
 PU1116
 PU1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK195474(NAD 83)
 PU1116
 PU1116                          SUPERSEDED SURVEY CONTROL
 PU1116
 PU1116  NGVD 29 (??/??/92)  852.127  (m)         2795.69   (f) ADJ UNCH    2 0
 PU1116
 PU1116.Superseded values are not recommended for survey control.
 PU1116
 PU1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1116.See file dsdata.pdf to determine how the superseded data were derived.
 PU1116
 PU1116_MARKER: DB = BENCH MARK DISK
 PU1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1116_SP_SET: BRIDGE PIER
 PU1116_STAMPING: C 407 1962
 PU1116_MARK LOGO: CGS
 PU1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1116
 PU1116  HISTORY     - Date     Condition        Report By
 PU1116  HISTORY     - 1962     MONUMENTED       CGS
 PU1116
 PU1116                          STATION DESCRIPTION
 PU1116
 PU1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1116'3.4 MI E FROM NISLAND.
 PU1116'3.0 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE WATER TOWER AT
 PU1116'NISLAND, THENCE 0.45 MILE SOUTH ALONG A ROAD, IN THE TOP OF THE
 PU1116'WEST EDGE OF THE SOUTH CONCRETE PIER OF THE BRIDGE OVER BELLE
 PU1116'FOURCHE RIVER, 10 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD
 PU1116'AND ABOUT 1 FOOT LOWER THAN THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1178 ***********************************************************************
 PU1178  DESIGNATION -  C 408
 PU1178  PID         -  PU1178
 PU1178  STATE/COUNTY-  SD/MEADE
 PU1178  COUNTRY     -  US
 PU1178  USGS QUAD   -  VALE (2017)
 PU1178
 PU1178                         *CURRENT SURVEY CONTROL
 PU1178  ______________________________________________________________________
 PU1178* NAD 83(1986) POSITION- 44 35 24.     (N) 103 24 34.     (W)   SCALED
 PU1178* NAVD 88 ORTHO HEIGHT -   878.806 (meters)     2883.22  (feet) ADJUSTED
 PU1178  ______________________________________________________________________
 PU1178  GEOID HEIGHT    -        -16.251 (meters)                     GEOID18
 PU1178  DYNAMIC HEIGHT  -        878.563 (meters)     2882.42  (feet) COMP
 PU1178  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 PU1178
 PU1178  VERT ORDER      -  SECOND    CLASS 0
 PU1178
 PU1178.The horizontal coordinates were scaled from a map and have
 PU1178.an estimated accuracy of +/- 6 seconds.
 PU1178
 PU1178.The orthometric height was determined by differential leveling and
 PU1178.adjusted by the NATIONAL GEODETIC SURVEY
 PU1178.in June 1991.
 PU1178
 PU1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1178.GEOID18 height accuracy estimate available here.
 PU1178
 PU1178.Click photographs - Photos may exist for this station.
 PU1178
 PU1178.The dynamic height is computed by dividing the NAVD 88
 PU1178.geopotential number by the normal gravity value computed on the
 PU1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1178.degrees latitude (g = 980.6199 gals.).
 PU1178
 PU1178.The modeled gravity was interpolated from observed gravity values.
 PU1178
 PU1178;                    North         East    Units  Estimated Accuracy
 PU1178;SPC SD N     -    89,780.      329,350.      MT  (+/- 180 meters Scaled)
 PU1178
 PU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK262386(NAD 83)
 PU1178
 PU1178                          SUPERSEDED SURVEY CONTROL
 PU1178
 PU1178  NGVD 29 (??/??/92)  878.315  (m)         2881.61   (f) ADJ UNCH    2 0
 PU1178
 PU1178.Superseded values are not recommended for survey control.
 PU1178
 PU1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1178.See file dsdata.pdf to determine how the superseded data were derived.
 PU1178
 PU1178_MARKER: DB = BENCH MARK DISK
 PU1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1178_STAMPING: C 408 1962
 PU1178_MARK LOGO: CGS
 PU1178_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1178+STABILITY: SURFACE MOTION
 PU1178
 PU1178  HISTORY     - Date     Condition        Report By
 PU1178  HISTORY     - 1962     MONUMENTED       CGS
 PU1178
 PU1178                          STATION DESCRIPTION
 PU1178
 PU1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1178'4.6 MI S FROM VALE.
 PU1178'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1178'2.15 MILES SOUTH ALONG STATE HIGHWAY 79, THENCE 1.15 MILES EAST
 PU1178'ALONG A ROAD, 0.1 MILE WEST OF A NORTH-SOUTH CROSS ROAD, 28 1/2
 PU1178'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 68 FEET EAST OF A POWER
 PU1178'POLE, 2.5 FEET NORTH OF A FENCE CORNER POST AND IN LINE WITH A
 PU1178'FENCE LEADING SOUTH, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 PU1178'2 FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE
 PU1178'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0671 ***********************************************************************
 PU0671  DESIGNATION -  C 409
 PU0671  PID         -  PU0671
 PU0671  STATE/COUNTY-  SD/MEADE
 PU0671  COUNTRY     -  US
 PU0671  USGS QUAD   -  HEREFORD NE (2017)
 PU0671
 PU0671                         *CURRENT SURVEY CONTROL
 PU0671  ______________________________________________________________________
 PU0671* NAD 83(1986) POSITION- 44 23 51.     (N) 102 48 31.     (W)   SCALED
 PU0671* NAVD 88 ORTHO HEIGHT -   727.927 (meters)     2388.21  (feet) ADJUSTED
 PU0671  ______________________________________________________________________
 PU0671  GEOID HEIGHT    -        -17.845 (meters)                     GEOID18
 PU0671  DYNAMIC HEIGHT  -        727.741 (meters)     2387.60  (feet) COMP
 PU0671  MODELED GRAVITY -    980,337.6   (mgal)                       NAVD 88
 PU0671
 PU0671  VERT ORDER      -  SECOND    CLASS 0
 PU0671
 PU0671.The horizontal coordinates were scaled from a map and have
 PU0671.an estimated accuracy of +/- 6 seconds.
 PU0671
 PU0671.The orthometric height was determined by differential leveling and
 PU0671.adjusted by the NATIONAL GEODETIC SURVEY
 PU0671.in June 1991.
 PU0671
 PU0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0671.GEOID18 height accuracy estimate available here.
 PU0671
 PU0671.Click photographs - Photos may exist for this station.
 PU0671
 PU0671.The dynamic height is computed by dividing the NAVD 88
 PU0671.geopotential number by the normal gravity value computed on the
 PU0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0671.degrees latitude (g = 980.6199 gals.).
 PU0671
 PU0671.The modeled gravity was interpolated from observed gravity values.
 PU0671
 PU0671;                    North         East    Units  Estimated Accuracy
 PU0671;SPC SD N     -    66,570.      376,290.      MT  (+/- 180 meters Scaled)
 PU0671
 PU0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK745183(NAD 83)
 PU0671
 PU0671                          SUPERSEDED SURVEY CONTROL
 PU0671
 PU0671  NGVD 29 (??/??/92)  727.469  (m)         2386.70   (f) ADJ UNCH    2 0
 PU0671
 PU0671.Superseded values are not recommended for survey control.
 PU0671
 PU0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0671.See file dsdata.pdf to determine how the superseded data were derived.
 PU0671
 PU0671_MARKER: DB = BENCH MARK DISK
 PU0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0671_STAMPING: C 409 1962
 PU0671_MARK LOGO: CGS
 PU0671_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0671+STABILITY: SURFACE MOTION
 PU0671
 PU0671  HISTORY     - Date     Condition        Report By
 PU0671  HISTORY     - 1962     MONUMENTED       CGS
 PU0671
 PU0671                          STATION DESCRIPTION
 PU0671
 PU0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0671'5.3 MI E FROM HEREFORD.
 PU0671'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0671'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.2 MILES
 PU0671'EAST ALONG A GRAVEL ROAD, 0.2 MILE EAST OF THE CROSSING OF ELM
 PU0671'CREEK, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET
 PU0671'EAST OF THE CENTER OF A WIRE GATE, 8 1/2 FEET NORTHEAST OF A
 PU0671'POWER POLE, 1.8 FEET NORTH OF A FENCE, 2.4 FEET SOUTH OF A
 PU0671'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU0671'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0995 ***********************************************************************
 PU0995  DESIGNATION -  C 410
 PU0995  PID         -  PU0995
 PU0995  STATE/COUNTY-  SD/MEADE
 PU0995  COUNTRY     -  US
 PU0995  USGS QUAD   -  REDOWL (2017)
 PU0995
 PU0995                         *CURRENT SURVEY CONTROL
 PU0995  ______________________________________________________________________
 PU0995* NAD 83(1986) POSITION- 44 43 09.     (N) 102 33 12.     (W)   SCALED
 PU0995* NAVD 88 ORTHO HEIGHT -   862.737 (meters)     2830.50  (feet) ADJUSTED
 PU0995  ______________________________________________________________________
 PU0995  GEOID HEIGHT    -        -18.333 (meters)                     GEOID18
 PU0995  DYNAMIC HEIGHT  -        862.525 (meters)     2829.80  (feet) COMP
 PU0995  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 PU0995
 PU0995  VERT ORDER      -  SECOND    CLASS 0
 PU0995
 PU0995.The horizontal coordinates were scaled from a map and have
 PU0995.an estimated accuracy of +/- 6 seconds.
 PU0995
 PU0995.The orthometric height was determined by differential leveling and
 PU0995.adjusted by the NATIONAL GEODETIC SURVEY
 PU0995.in June 1991.
 PU0995
 PU0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0995.GEOID18 height accuracy estimate available here.
 PU0995
 PU0995.Click photographs - Photos may exist for this station.
 PU0995
 PU0995.The dynamic height is computed by dividing the NAVD 88
 PU0995.geopotential number by the normal gravity value computed on the
 PU0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0995.degrees latitude (g = 980.6199 gals.).
 PU0995
 PU0995.The modeled gravity was interpolated from observed gravity values.
 PU0995
 PU0995;                    North         East    Units  Estimated Accuracy
 PU0995;SPC SD N     -   101,630.      397,740.      MT  (+/- 180 meters Scaled)
 PU0995
 PU0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK937546(NAD 83)
 PU0995
 PU0995                          SUPERSEDED SURVEY CONTROL
 PU0995
 PU0995  NGVD 29 (??/??/92)  862.267  (m)         2828.95   (f) ADJ UNCH    2 0
 PU0995
 PU0995.Superseded values are not recommended for survey control.
 PU0995
 PU0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0995.See file dsdata.pdf to determine how the superseded data were derived.
 PU0995
 PU0995_MARKER: DB = BENCH MARK DISK
 PU0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0995_STAMPING: C 410 1962
 PU0995_MARK LOGO: CGS
 PU0995_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0995+STABILITY: SURFACE MOTION
 PU0995
 PU0995  HISTORY     - Date     Condition        Report By
 PU0995  HISTORY     - 1962     MONUMENTED       CGS
 PU0995
 PU0995                          STATION DESCRIPTION
 PU0995
 PU0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0995'1.8 MI N FROM RED OWL.
 PU0995'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, ON THE
 PU0995'OUTSIDE OF A LONG CURVE, 331 FEET NORTHWEST AND ACROSS A ROAD
 PU0995'WEST FROM THE CENTER LINE OF THE MAIN ROAD, 59 FEET NORTH OF THE
 PU0995'CENTER LINE OF AN EAST-WEST ROAD, 40 FEET WEST OF THE EXTENDED
 PU0995'CENTER LINE OF AN ABANDONED ROAD NORTH, 2 FEET NORTH OF A
 PU0995'POWER POLE, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 PU0995'LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0995'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0895 ***********************************************************************
 PU0895  DESIGNATION -  C 411
 PU0895  PID         -  PU0895
 PU0895  STATE/COUNTY-  SD/MEADE
 PU0895  COUNTRY     -  US
 PU0895  USGS QUAD   -  ENNING (2017)
 PU0895
 PU0895                         *CURRENT SURVEY CONTROL
 PU0895  ______________________________________________________________________
 PU0895* NAD 83(1986) POSITION- 44 33 46.     (N) 102 35 30.     (W)   SCALED
 PU0895* NAVD 88 ORTHO HEIGHT -   896.770 (meters)     2942.15  (feet) ADJUSTED
 PU0895  ______________________________________________________________________
 PU0895  GEOID HEIGHT    -        -18.363 (meters)                     GEOID18
 PU0895  DYNAMIC HEIGHT  -        896.517 (meters)     2941.32  (feet) COMP
 PU0895  MODELED GRAVITY -    980,305.7   (mgal)                       NAVD 88
 PU0895
 PU0895  VERT ORDER      -  SECOND    CLASS 0
 PU0895
 PU0895.The horizontal coordinates were scaled from a map and have
 PU0895.an estimated accuracy of +/- 6 seconds.
 PU0895
 PU0895.The orthometric height was determined by differential leveling and
 PU0895.adjusted by the NATIONAL GEODETIC SURVEY
 PU0895.in June 1991.
 PU0895
 PU0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0895.GEOID18 height accuracy estimate available here.
 PU0895
 PU0895.Click photographs - Photos may exist for this station.
 PU0895
 PU0895.The dynamic height is computed by dividing the NAVD 88
 PU0895.geopotential number by the normal gravity value computed on the
 PU0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0895.degrees latitude (g = 980.6199 gals.).
 PU0895
 PU0895.The modeled gravity was interpolated from observed gravity values.
 PU0895
 PU0895;                    North         East    Units  Estimated Accuracy
 PU0895;SPC SD N     -    84,350.      394,150.      MT  (+/- 180 meters Scaled)
 PU0895
 PU0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK912372(NAD 83)
 PU0895
 PU0895                          SUPERSEDED SURVEY CONTROL
 PU0895
 PU0895  NGVD 29 (??/??/92)  896.283  (m)         2940.56   (f) ADJ UNCH    2 0
 PU0895
 PU0895.Superseded values are not recommended for survey control.
 PU0895
 PU0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0895.See file dsdata.pdf to determine how the superseded data were derived.
 PU0895
 PU0895_MARKER: DB = BENCH MARK DISK
 PU0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0895_STAMPING: C 411 1962
 PU0895_MARK LOGO: CGS
 PU0895_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0895+STABILITY: SURFACE MOTION
 PU0895
 PU0895  HISTORY     - Date     Condition        Report By
 PU0895  HISTORY     - 1962     MONUMENTED       CGS
 PU0895  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0895
 PU0895                          STATION DESCRIPTION
 PU0895
 PU0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0895'1.9 MI W FROM ENNING.
 PU0895'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0895'NEAR THE NORTHEAST END OF A CURVE WITH TANGENTS NORTHEAST AND
 PU0895'WEST, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33
 PU0895'FEET NORTHEAST OF THE CENTER LINE OF A FIELD ENTRANCE ROAD,
 PU0895'2 1/2 FEET NORTHEAST OF A POWER POLE NO. 1M45, 2.0 FEET SOUTHWEST
 PU0895'OF A WITNESS POST, 8.6 FEET SOUTHEAST OF A FENCE, ABOUT 1 FOOT BELOW
 PU0895'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0895
 PU0895                          STATION RECOVERY (1995)
 PU0895
 PU0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0895'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK C 411
 PU0895'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0895'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0896 ***********************************************************************
 PU0896  DESIGNATION -  C 411 RESET
 PU0896  PID         -  PU0896
 PU0896  STATE/COUNTY-  SD/MEADE
 PU0896  COUNTRY     -  US
 PU0896  USGS QUAD   -  ENNING (2017)
 PU0896
 PU0896                         *CURRENT SURVEY CONTROL
 PU0896  ______________________________________________________________________
 PU0896* NAD 83(1986) POSITION- 44 33 46.     (N) 102 35 34.     (W)   SCALED
 PU0896* NAVD 88 ORTHO HEIGHT -   896.424 (meters)     2941.02  (feet) ADJUSTED
 PU0896  ______________________________________________________________________
 PU0896  GEOID HEIGHT    -        -18.360 (meters)                     GEOID18
 PU0896  DYNAMIC HEIGHT  -        896.171 (meters)     2940.19  (feet) COMP
 PU0896  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 PU0896
 PU0896  VERT ORDER      -  FIRST     CLASS II
 PU0896
 PU0896.The horizontal coordinates were scaled from a map and have
 PU0896.an estimated accuracy of +/- 6 seconds.
 PU0896
 PU0896.The orthometric height was determined by differential leveling and
 PU0896.adjusted by the NATIONAL GEODETIC SURVEY
 PU0896.in October 1997.
 PU0896
 PU0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0896.GEOID18 height accuracy estimate available here.
 PU0896
 PU0896.Click photographs - Photos may exist for this station.
 PU0896
 PU0896.The dynamic height is computed by dividing the NAVD 88
 PU0896.geopotential number by the normal gravity value computed on the
 PU0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0896.degrees latitude (g = 980.6199 gals.).
 PU0896
 PU0896.The modeled gravity was interpolated from observed gravity values.
 PU0896
 PU0896;                    North         East    Units  Estimated Accuracy
 PU0896;SPC SD N     -    84,360.      394,060.      MT  (+/- 180 meters Scaled)
 PU0896
 PU0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK911372(NAD 83)
 PU0896
 PU0896                          SUPERSEDED SURVEY CONTROL
 PU0896
 PU0896.No superseded survey control is available for this station.
 PU0896
 PU0896_MARKER: DB = BENCH MARK DISK
 PU0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0896_STAMPING: C 411 RESET 1972
 PU0896_MARK LOGO: CGS
 PU0896_PROJECTION: FLUSH
 PU0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0896+STABILITY: SURFACE MOTION
 PU0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0896+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0896
 PU0896  HISTORY     - Date     Condition        Report By
 PU0896  HISTORY     - 1972     MONUMENTED       NGS
 PU0896  HISTORY     - 19950605 GOOD             NGS
 PU0896
 PU0896                          STATION DESCRIPTION
 PU0896
 PU0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0896'1.9 MI W FROM ENNING.
 PU0896'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING, ON
 PU0896'THE EAST SIDE OF A LONG CURVE WHERE THE HIGHWAY RUNS IN A
 PU0896'NORTHEAST-SOUTHWEST DIRECTION, 466 FEET EAST-SOUTHEAST OF TWIN
 PU0896'WOODEN POSTS SET IN A PASTURE TO PROTECT A TELEPHONE CABLE INSPECTION
 PU0896'BOX, ABOUT 400 FEET WEST OF A WINDMILL, 100 FEET EAST OF THE CENTER
 PU0896'OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, AND SET
 PU0896'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS AT
 PU0896'HIGHWAY STATION 393+00.  NOTE-- BENCH MARK C 411 WAS RECOVERED IN
 PU0896'GOOD CONDITION AS DESCRIBED, THE DISK WAS REMOVED FROM THE MARK AT
 PU0896'THIS TIME.
 PU0896
 PU0896                          STATION RECOVERY (1995)
 PU0896
 PU0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0896'6.2 KM (3.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0896'IN UNION CENTER, 505.0 M (1656.8 FT) WEST OF MILEPOST 85, 30.3 M (99.4
 PU0896'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 17.0 M (55.8 FT) SOUTHWEST OF
 PU0896'THE CENTER OF A DRIVEWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 PU0896'HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 PU0896'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1215 ***********************************************************************
 PU1215  DESIGNATION -  C 412
 PU1215  PID         -  PU1215
 PU1215  STATE/COUNTY-  SD/BUTTE
 PU1215  COUNTRY     -  US
 PU1215  USGS QUAD   -  VALE NE (2017)
 PU1215
 PU1215                         *CURRENT SURVEY CONTROL
 PU1215  ______________________________________________________________________
 PU1215* NAD 83(1986) POSITION- 44 42 53.     (N) 103 15 52.     (W)   SCALED
 PU1215* NAVD 88 ORTHO HEIGHT -   894.193 (meters)     2933.70  (feet) ADJUSTED
 PU1215  ______________________________________________________________________
 PU1215  GEOID HEIGHT    -        -16.707 (meters)                     GEOID18
 PU1215  DYNAMIC HEIGHT  -        893.967 (meters)     2932.96  (feet) COMP
 PU1215  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 PU1215
 PU1215  VERT ORDER      -  SECOND    CLASS 0
 PU1215
 PU1215.The horizontal coordinates were scaled from a map and have
 PU1215.an estimated accuracy of +/- 6 seconds.
 PU1215
 PU1215.The orthometric height was determined by differential leveling and
 PU1215.adjusted by the NATIONAL GEODETIC SURVEY
 PU1215.in June 1991.
 PU1215
 PU1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1215.GEOID18 height accuracy estimate available here.
 PU1215
 PU1215.Click photographs - Photos may exist for this station.
 PU1215
 PU1215.The dynamic height is computed by dividing the NAVD 88
 PU1215.geopotential number by the normal gravity value computed on the
 PU1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1215.degrees latitude (g = 980.6199 gals.).
 PU1215
 PU1215.The modeled gravity was interpolated from observed gravity values.
 PU1215
 PU1215;                    North         East    Units  Estimated Accuracy
 PU1215;SPC SD N     -   103,160.      341,420.      MT  (+/- 180 meters Scaled)
 PU1215
 PU1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK374527(NAD 83)
 PU1215
 PU1215                          SUPERSEDED SURVEY CONTROL
 PU1215
 PU1215  NGVD 29 (??/??/92)  893.710  (m)         2932.11   (f) ADJ UNCH    2 0
 PU1215
 PU1215.Superseded values are not recommended for survey control.
 PU1215
 PU1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1215.See file dsdata.pdf to determine how the superseded data were derived.
 PU1215
 PU1215_MARKER: DB = BENCH MARK DISK
 PU1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1215_STAMPING: G 412 1963
 PU1215_MARK LOGO: CGS
 PU1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1215+STABILITY: SURFACE MOTION
 PU1215
 PU1215  HISTORY     - Date     Condition        Report By
 PU1215  HISTORY     - 1963     MONUMENTED       CGS
 PU1215
 PU1215                          STATION DESCRIPTION
 PU1215
 PU1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1215'8.4 MI E FROM NEWELL.
 PU1215'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1215'AT NEWELL, THENCE 7.2 MILES EAST ALONG A GRAVELED ROAD, ON THE
 PU1215'WEST SLOPE OF A LONG HILL, ON THE INSIDE OF AND ABOUT 35 YARDS
 PU1215'WEST OF THE WEST END OF A CURVE, 57 FEET SOUTH OF THE CENTERLINE
 PU1215'OF THE ROAD, 2.5 FEET NORTH OF A FENCE, 1.4 FEET WEST OF A METAL
 PU1215'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU1215'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1287 ***********************************************************************
 PU1287  DESIGNATION -  C 413
 PU1287  PID         -  PU1287
 PU1287  STATE/COUNTY-  SD/BUTTE
 PU1287  COUNTRY     -  US
 PU1287  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1287
 PU1287                         *CURRENT SURVEY CONTROL
 PU1287  ______________________________________________________________________
 PU1287* NAD 83(1986) POSITION- 44 55 13.     (N) 103 01 37.     (W)   SCALED
 PU1287* NAVD 88 ORTHO HEIGHT -   838.794 (meters)     2751.94  (feet) ADJUSTED
 PU1287  ______________________________________________________________________
 PU1287  GEOID HEIGHT    -        -17.187 (meters)                     GEOID18
 PU1287  DYNAMIC HEIGHT  -        838.606 (meters)     2751.33  (feet) COMP
 PU1287  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 PU1287
 PU1287  VERT ORDER      -  FIRST     CLASS II
 PU1287
 PU1287.The horizontal coordinates were scaled from a map and have
 PU1287.an estimated accuracy of +/- 6 seconds.
 PU1287
 PU1287.The orthometric height was determined by differential leveling and
 PU1287.adjusted by the NATIONAL GEODETIC SURVEY
 PU1287.in July 1998.
 PU1287
 PU1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1287.GEOID18 height accuracy estimate available here.
 PU1287
 PU1287.Click photographs - Photos may exist for this station.
 PU1287
 PU1287.The dynamic height is computed by dividing the NAVD 88
 PU1287.geopotential number by the normal gravity value computed on the
 PU1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1287.degrees latitude (g = 980.6199 gals.).
 PU1287
 PU1287.The modeled gravity was interpolated from observed gravity values.
 PU1287
 PU1287;                    North         East    Units  Estimated Accuracy
 PU1287;SPC SD N     -   125,250.      361,070.      MT  (+/- 180 meters Scaled)
 PU1287
 PU1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK557759(NAD 83)
 PU1287
 PU1287                          SUPERSEDED SURVEY CONTROL
 PU1287
 PU1287  NAVD 88 (06/15/91)  838.804  (m)         2751.98   (f) SUPERSEDED  1 2
 PU1287  NGVD 29 (??/??/92)  838.329  (m)         2750.42   (f) ADJ UNCH    1 2
 PU1287
 PU1287.Superseded values are not recommended for survey control.
 PU1287
 PU1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1287.See file dsdata.pdf to determine how the superseded data were derived.
 PU1287
 PU1287_MARKER: DB = BENCH MARK DISK
 PU1287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1287_SP_SET: HEADWALL
 PU1287_STAMPING: C 413 1963
 PU1287_MARK LOGO: CGS
 PU1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1287+STABILITY: SURFACE MOTION
 PU1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1287+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1287
 PU1287  HISTORY     - Date     Condition        Report By
 PU1287  HISTORY     - 1963     MONUMENTED       CGS
 PU1287  HISTORY     - 19951116 GOOD             NGS
 PU1287
 PU1287                          STATION DESCRIPTION
 PU1287
 PU1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1287'25.2 MI NE FROM NEWELL.
 PU1287'ABOUT 24.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1287'HIGH SCHOOL AT NEWELL, SET IN THE TOP OF THE SOUTHWEST END OF
 PU1287'THE NORTHWEST CONCRETE HEADWALL OF A 16-FOOT CONCRETE CULVERT,
 PU1287'26 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT
 PU1287'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, AND ABOUT 2 FEET
 PU1287'BELOW THE LEVEL OF THE HIGHWAY.
 PU1287
 PU1287                          STATION RECOVERY (1995)
 PU1287
 PU1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1287'15.2 KM (9.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1287'OFFICE IN MUD BUTTE, IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE
 PU1287'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 PU1287'THE HIGHWAY, 677.0 M (2221.1 FT) NORTHEAST OF MILEPOST 63, 6.3 M (20.7
 PU1287'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE
 PU1287'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1062 ***********************************************************************
 PU1062  DESIGNATION -  C 414
 PU1062  PID         -  PU1062
 PU1062  STATE/COUNTY-  SD/BUTTE
 PU1062  COUNTRY     -  US
 PU1062  USGS QUAD   -  NEWELL LAKE (2017)
 PU1062
 PU1062                         *CURRENT SURVEY CONTROL
 PU1062  ______________________________________________________________________
 PU1062* NAD 83(1986) POSITION- 44 45 47.31   (N) 103 25 30.44   (W)   HD_HELD1
 PU1062* NAVD 88 ORTHO HEIGHT -   874.705 (meters)     2869.76  (feet) ADJUSTED
 PU1062  ______________________________________________________________________
 PU1062  GEOID HEIGHT    -        -16.387 (meters)                     GEOID18
 PU1062  DYNAMIC HEIGHT  -        874.485 (meters)     2869.04  (feet) COMP
 PU1062  MODELED GRAVITY -    980,335.8   (mgal)                       NAVD 88
 PU1062
 PU1062  VERT ORDER      -  SECOND    CLASS 0
 PU1062
 PU1062.The horizontal coordinates were determined by differentially corrected
 PU1062.hand held GPS observations or other comparable positioning techniques
 PU1062.and have an estimated accuracy of +/- 3 meters.
 PU1062
 PU1062.The orthometric height was determined by differential leveling and
 PU1062.adjusted by the NATIONAL GEODETIC SURVEY
 PU1062.in June 1991.
 PU1062
 PU1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1062.GEOID18 height accuracy estimate available here.
 PU1062
 PU1062.Click photographs - Photos may exist for this station.
 PU1062
 PU1062.The dynamic height is computed by dividing the NAVD 88
 PU1062.geopotential number by the normal gravity value computed on the
 PU1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1062.degrees latitude (g = 980.6199 gals.).
 PU1062
 PU1062.The modeled gravity was interpolated from observed gravity values.
 PU1062
 PU1062;                    North         East    Units  Estimated Accuracy
 PU1062;SPC SD N     -   109,057.4     328,923.6     MT  (+/- 3 meters HH1 GPS) 
 PU1062
 PU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2463457845(NAD 83)
 PU1062
 PU1062                          SUPERSEDED SURVEY CONTROL
 PU1062
 PU1062  NGVD 29 (??/??/92)  874.229  (m)         2868.20   (f) ADJ UNCH    2 0
 PU1062
 PU1062.Superseded values are not recommended for survey control.
 PU1062
 PU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1062.See file dsdata.pdf to determine how the superseded data were derived.
 PU1062
 PU1062_MARKER: DB = BENCH MARK DISK
 PU1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1062_STAMPING: C 414 1963
 PU1062_MARK LOGO: CGS
 PU1062_PROJECTION: PROJECTING 21 CENTIMETERS
 PU1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1062+STABILITY: SURFACE MOTION
 PU1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1062+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1062
 PU1062  HISTORY     - Date     Condition        Report By
 PU1062  HISTORY     - 1963     MONUMENTED       CGS
 PU1062  HISTORY     - 20201022 GOOD             SDDT
 PU1062
 PU1062                          STATION DESCRIPTION
 PU1062
 PU1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1062'3.2 MI N FROM NEWELL.
 PU1062'ABOUT 3.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1062'SCHOOL AT NEWELL, 106 FEET SOUTHEAST OF THE CENTER OF THE
 PU1062'INTERSECTION OF AN EAST-WEST ROAD, 95 FEET EAST OF THE CENTERLINE
 PU1062'OF THE HIGHWAY, 40.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 PU1062'ROAD, 17 FEET SOUTH OF A FENCE CORNER, 1.8 FEET WEST OF A FENCE,
 PU1062'1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1062'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 PU1062'FOOT.
 PU1062
 PU1062                          STATION RECOVERY (2020)
 PU1062
 PU1062'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1878 ***********************************************************************
 PU1878  DESIGNATION -  C 415
 PU1878  PID         -  PU1878
 PU1878  STATE/COUNTY-  SD/BUTTE
 PU1878  COUNTRY     -  US
 PU1878  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1878
 PU1878                         *CURRENT SURVEY CONTROL
 PU1878  ______________________________________________________________________
 PU1878* NAD 83(1986) POSITION- 44 45 48.     (N) 103 36 31.     (W)   SCALED
 PU1878* NAVD 88 ORTHO HEIGHT -   872.674 (meters)     2863.10  (feet) ADJUSTED
 PU1878  ______________________________________________________________________
 PU1878  GEOID HEIGHT    -        -16.015 (meters)                     GEOID18
 PU1878  DYNAMIC HEIGHT  -        872.448 (meters)     2862.36  (feet) COMP
 PU1878  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 PU1878
 PU1878  VERT ORDER      -  SECOND    CLASS 0
 PU1878
 PU1878.The horizontal coordinates were scaled from a map and have
 PU1878.an estimated accuracy of +/- 6 seconds.
 PU1878
 PU1878.The orthometric height was determined by differential leveling and
 PU1878.adjusted by the NATIONAL GEODETIC SURVEY
 PU1878.in June 1991.
 PU1878
 PU1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1878.GEOID18 height accuracy estimate available here.
 PU1878
 PU1878.Click photographs - Photos may exist for this station.
 PU1878
 PU1878.The dynamic height is computed by dividing the NAVD 88
 PU1878.geopotential number by the normal gravity value computed on the
 PU1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1878.degrees latitude (g = 980.6199 gals.).
 PU1878
 PU1878.The modeled gravity was interpolated from observed gravity values.
 PU1878
 PU1878;                    North         East    Units  Estimated Accuracy
 PU1878;SPC SD N     -   109,710.      314,410.      MT  (+/- 180 meters Scaled)
 PU1878
 PU1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK101576(NAD 83)
 PU1878
 PU1878                          SUPERSEDED SURVEY CONTROL
 PU1878
 PU1878  NGVD 29 (??/??/92)  872.194  (m)         2861.52   (f) ADJ UNCH    2 0
 PU1878
 PU1878.Superseded values are not recommended for survey control.
 PU1878
 PU1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1878.See file dsdata.pdf to determine how the superseded data were derived.
 PU1878
 PU1878_MARKER: DB = BENCH MARK DISK
 PU1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1878_STAMPING: C 415 1963
 PU1878_MARK LOGO: CGS
 PU1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1878+STABILITY: SURFACE MOTION
 PU1878
 PU1878  HISTORY     - Date     Condition        Report By
 PU1878  HISTORY     - 1963     MONUMENTED       CGS
 PU1878
 PU1878                          STATION DESCRIPTION
 PU1878
 PU1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1878'9.9 MI NW FROM NISLAND.
 PU1878'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1878'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1878'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1878'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1878'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1878'AONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1878'GRAVELED COUNTY ROAD, 53 FEET NORTHWEST OF THE CENTER OF THE
 PU1878'JUNCTION OF A ROAD LEADING WEST, 34.5 FEET WEST OF THE CENTERLINE
 PU1878'OF THE NORTH-SOUTH ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE
 PU1878'ROAD LEADING WEST, 8.0 FEET NORTH OF A POWER POLE BRACED BY A
 PU1878'GUY WIRE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 PU1878'WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1878'PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1305 ***********************************************************************
 PU1305  DESIGNATION -  C 416
 PU1305  PID         -  PU1305
 PU1305  STATE/COUNTY-  SD/BUTTE
 PU1305  COUNTRY     -  US
 PU1305  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1305
 PU1305                         *CURRENT SURVEY CONTROL
 PU1305  ______________________________________________________________________
 PU1305* NAD 83(1986) POSITION- 44 57 24.     (N) 103 06 20.     (W)   SCALED
 PU1305* NAVD 88 ORTHO HEIGHT -   855.453 (meters)     2806.60  (feet) ADJUSTED
 PU1305  ______________________________________________________________________
 PU1305  GEOID HEIGHT    -        -17.054 (meters)                     GEOID18
 PU1305  DYNAMIC HEIGHT  -        855.251 (meters)     2805.94  (feet) COMP
 PU1305  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 PU1305
 PU1305  VERT ORDER      -  SECOND    CLASS 0
 PU1305
 PU1305.The horizontal coordinates were scaled from a map and have
 PU1305.an estimated accuracy of +/- 6 seconds.
 PU1305
 PU1305.The orthometric height was determined by differential leveling and
 PU1305.adjusted by the NATIONAL GEODETIC SURVEY
 PU1305.in June 1991.
 PU1305
 PU1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1305.GEOID18 height accuracy estimate available here.
 PU1305
 PU1305.Click photographs - Photos may exist for this station.
 PU1305
 PU1305.The dynamic height is computed by dividing the NAVD 88
 PU1305.geopotential number by the normal gravity value computed on the
 PU1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1305.degrees latitude (g = 980.6199 gals.).
 PU1305
 PU1305.The modeled gravity was interpolated from observed gravity values.
 PU1305
 PU1305;                    North         East    Units  Estimated Accuracy
 PU1305;SPC SD N     -   129,530.      355,030.      MT  (+/- 180 meters Scaled)
 PU1305
 PU1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK494798(NAD 83)
 PU1305
 PU1305                          SUPERSEDED SURVEY CONTROL
 PU1305
 PU1305  NGVD 29 (??/??/92)  854.968  (m)         2805.01   (f) ADJ UNCH    2 0
 PU1305
 PU1305.Superseded values are not recommended for survey control.
 PU1305
 PU1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1305.See file dsdata.pdf to determine how the superseded data were derived.
 PU1305
 PU1305_MARKER: DB = BENCH MARK DISK
 PU1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1305_STAMPING: C 416 1963
 PU1305_MARK LOGO: CGS
 PU1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1305+STABILITY: SURFACE MOTION
 PU1305
 PU1305  HISTORY     - Date     Condition        Report By
 PU1305  HISTORY     - 1963     MONUMENTED       CGS
 PU1305
 PU1305                          STATION DESCRIPTION
 PU1305
 PU1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1305'30.1 MI NE FROM NEWELL.
 PU1305'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1305'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU1305'THENCE 2.5 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT THE JUNCTION
 PU1305'OF A DRIVEWAY LEADING NORTH, 168.5 FEET WEST OF THE CENTERLINE
 PU1305'OF THE DRIVEWAY, 60 FEET NORTHEAST OF THE NORTH END OF THE
 PU1305'MORE EASTERLY OF TWO PIPE CULVERTS UNDER THE ROAD, 54 FEET
 PU1305'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1.7 FEET SOUTH
 PU1305'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1305'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1855 ***********************************************************************
 PU1855  DESIGNATION -  C 417
 PU1855  PID         -  PU1855
 PU1855  STATE/COUNTY-  SD/BUTTE
 PU1855  COUNTRY     -  US
 PU1855  USGS QUAD   -  MUD BUTTES (2017)
 PU1855
 PU1855                         *CURRENT SURVEY CONTROL
 PU1855  ______________________________________________________________________
 PU1855* NAD 83(1986) POSITION- 44 51 54.     (N) 103 45 04.     (W)   SCALED
 PU1855* NAVD 88 ORTHO HEIGHT -   899.109 (meters)     2949.83  (feet) ADJUSTED
 PU1855  ______________________________________________________________________
 PU1855  GEOID HEIGHT    -        -15.875 (meters)                     GEOID18
 PU1855  DYNAMIC HEIGHT  -        898.885 (meters)     2949.09  (feet) COMP
 PU1855  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 PU1855
 PU1855  VERT ORDER      -  SECOND    CLASS 0
 PU1855
 PU1855.The horizontal coordinates were scaled from a map and have
 PU1855.an estimated accuracy of +/- 6 seconds.
 PU1855
 PU1855.The orthometric height was determined by differential leveling and
 PU1855.adjusted by the NATIONAL GEODETIC SURVEY
 PU1855.in June 1991.
 PU1855
 PU1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1855.GEOID18 height accuracy estimate available here.
 PU1855
 PU1855.Click photographs - Photos may exist for this station.
 PU1855
 PU1855.The dynamic height is computed by dividing the NAVD 88
 PU1855.geopotential number by the normal gravity value computed on the
 PU1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1855.degrees latitude (g = 980.6199 gals.).
 PU1855
 PU1855.The modeled gravity was interpolated from observed gravity values.
 PU1855
 PU1855;                    North         East    Units  Estimated Accuracy
 PU1855;SPC SD N     -   121,510.      303,670.      MT  (+/- 180 meters Scaled)
 PU1855
 PU1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK986687(NAD 83)
 PU1855
 PU1855                          SUPERSEDED SURVEY CONTROL
 PU1855
 PU1855  NGVD 29 (??/??/92)  898.634  (m)         2948.27   (f) ADJ UNCH    2 0
 PU1855
 PU1855.Superseded values are not recommended for survey control.
 PU1855
 PU1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1855.See file dsdata.pdf to determine how the superseded data were derived.
 PU1855
 PU1855_MARKER: DB = BENCH MARK DISK
 PU1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1855_STAMPING: C 417 1963
 PU1855_MARK LOGO: CGS
 PU1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1855+STABILITY: SURFACE MOTION
 PU1855
 PU1855  HISTORY     - Date     Condition        Report By
 PU1855  HISTORY     - 1963     MONUMENTED       CGS
 PU1855
 PU1855                          STATION DESCRIPTION
 PU1855
 PU1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1855'16.7 MI NE FROM BELLE FOURCHE.
 PU1855'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1855'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 2.9 MILES EAST
 PU1855'ALONG A GRAVELED COUNTY ROAD, 32 FEET SOUTH OF THE CENTERLINE
 PU1855'OF THE ROAD, 68 FEET SOUTHEAST ACROSS THE ROAD FROM A POWER
 PU1855'POLE BRACED BY 4 GUY WIRES, 5.0 FEET SOUTHWEST OF THE WEST END
 PU1855'OF A GATE, 2.3 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL
 PU1855'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 PU1855'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1504 ***********************************************************************
 PU1504  DESIGNATION -  C 418
 PU1504  PID         -  PU1504
 PU1504  STATE/COUNTY-  SD/MEADE
 PU1504  COUNTRY     -  US
 PU1504  USGS QUAD   -  FORT MEADE (2017)
 PU1504
 PU1504                         *CURRENT SURVEY CONTROL
 PU1504  ______________________________________________________________________
 PU1504* NAD 83(1986) POSITION- 44 24 41.     (N) 103 28 59.     (W)   SCALED
 PU1504* NAVD 88 ORTHO HEIGHT -  1014.610 (meters)     3328.77  (feet) ADJUSTED
 PU1504  ______________________________________________________________________
 PU1504  GEOID HEIGHT    -        -15.393 (meters)                     GEOID18
 PU1504  DYNAMIC HEIGHT  -       1014.293 (meters)     3327.73  (feet) COMP
 PU1504  MODELED GRAVITY -    980,270.2   (mgal)                       NAVD 88
 PU1504
 PU1504  VERT ORDER      -  FIRST     CLASS II
 PU1504
 PU1504.The horizontal coordinates were scaled from a map and have
 PU1504.an estimated accuracy of +/- 6 seconds.
 PU1504
 PU1504.The orthometric height was determined by differential leveling and
 PU1504.adjusted by the NATIONAL GEODETIC SURVEY
 PU1504.in October 1997.
 PU1504
 PU1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1504.GEOID18 height accuracy estimate available here.
 PU1504
 PU1504.Click photographs - Photos may exist for this station.
 PU1504
 PU1504.The dynamic height is computed by dividing the NAVD 88
 PU1504.geopotential number by the normal gravity value computed on the
 PU1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1504.degrees latitude (g = 980.6199 gals.).
 PU1504
 PU1504.The modeled gravity was interpolated from observed gravity values.
 PU1504
 PU1504;                    North         East    Units  Estimated Accuracy
 PU1504;SPC SD N     -    70,200.      322,660.      MT  (+/- 180 meters Scaled)
 PU1504
 PU1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK207186(NAD 83)
 PU1504
 PU1504                          SUPERSEDED SURVEY CONTROL
 PU1504
 PU1504  NAVD 88 (06/15/91) 1014.604  (m)         3328.75   (f) SUPERSEDED  1 2
 PU1504  NGVD 29 (??/??/92) 1014.096  (m)         3327.08   (f) ADJ UNCH    1 2
 PU1504
 PU1504.Superseded values are not recommended for survey control.
 PU1504
 PU1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1504.See file dsdata.pdf to determine how the superseded data were derived.
 PU1504
 PU1504_MARKER: DB = BENCH MARK DISK
 PU1504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1504_SP_SET: HEADWALL
 PU1504_STAMPING: C 418 1963
 PU1504_MARK LOGO: CGS
 PU1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1504+STABILITY: SURFACE MOTION
 PU1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1504+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1504
 PU1504  HISTORY     - Date     Condition        Report By
 PU1504  HISTORY     - 1963     MONUMENTED       CGS
 PU1504  HISTORY     - 19950513 GOOD             NGS
 PU1504  HISTORY     - 20120327 MARK NOT FOUND   INDIV
 PU1504
 PU1504                          STATION DESCRIPTION
 PU1504
 PU1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1504'1.5 MI E FROM STURGIS.
 PU1504'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1504'AT STURGIS, ABOUT 0.05 MILE EAST OF AN ENTRANCE TO FORT MEADE
 PU1504'HOSPITAL, SET IN THE TOP OF THE EAST END OF THE SOUTH
 PU1504'CONCRETE HEADWALL OF A 6 X 8 FOOT CONCRETE PEDESTRIAN UNDERPASS
 PU1504'UNDER THE HIGHWAY, 37 FEET SOUTH OF THE CENTERLINE OF THE
 PU1504'HIGHWAY, 0.7 FOOT WEST OF THE EAST EDGE OF THE HEADWALL,
 PU1504'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 PU1504
 PU1504                          STATION RECOVERY (1995)
 PU1504
 PU1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1504'4.2 KM (2.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1504'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 0.3 M (1.0
 PU1504'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 PU1504'PEDESTRIAN WALKWAY UNDER THE HIGHWAY, 789.0 M (2588.6 FT) EAST OF
 PU1504'MILEPOST 37, 786.0 M (2578.7 FT) EAST OF MILEPOST 36, 11.5 M (37.7 FT)
 PU1504'SOUTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 PU1504'THE HIGHWAY.
 PU1504
 PU1504                          STATION RECOVERY (2012)
 PU1504
 PU1504'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1504'NEW HEADWALL IN 2002
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1180 ***********************************************************************
 PU1180  DESIGNATION -  C 419
 PU1180  PID         -  PU1180
 PU1180  STATE/COUNTY-  SD/MEADE
 PU1180  COUNTRY     -  US
 PU1180  USGS QUAD   -  VOLUNTEER SE (2017)
 PU1180
 PU1180                         *CURRENT SURVEY CONTROL
 PU1180  ______________________________________________________________________
 PU1180* NAD 83(1986) POSITION- 44 30 09.     (N) 103 02 09.     (W)   SCALED
 PU1180* NAVD 88 ORTHO HEIGHT -   835.955 (meters)     2742.63  (feet) ADJUSTED
 PU1180  ______________________________________________________________________
 PU1180  GEOID HEIGHT    -        -17.268 (meters)                     GEOID18
 PU1180  DYNAMIC HEIGHT  -        835.725 (meters)     2741.87  (feet) COMP
 PU1180  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 PU1180
 PU1180  VERT ORDER      -  FIRST     CLASS II
 PU1180
 PU1180.The horizontal coordinates were scaled from a map and have
 PU1180.an estimated accuracy of +/- 6 seconds.
 PU1180
 PU1180.The orthometric height was determined by differential leveling and
 PU1180.adjusted by the NATIONAL GEODETIC SURVEY
 PU1180.in October 1997.
 PU1180
 PU1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1180.GEOID18 height accuracy estimate available here.
 PU1180
 PU1180.Click photographs - Photos may exist for this station.
 PU1180
 PU1180.The dynamic height is computed by dividing the NAVD 88
 PU1180.geopotential number by the normal gravity value computed on the
 PU1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1180.degrees latitude (g = 980.6199 gals.).
 PU1180
 PU1180.The modeled gravity was interpolated from observed gravity values.
 PU1180
 PU1180;                    North         East    Units  Estimated Accuracy
 PU1180;SPC SD N     -    78,890.      358,630.      MT  (+/- 180 meters Scaled)
 PU1180
 PU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK561295(NAD 83)
 PU1180
 PU1180                          SUPERSEDED SURVEY CONTROL
 PU1180
 PU1180  NAVD 88 (06/15/91)  835.921  (m)         2742.52   (f) SUPERSEDED  1 2
 PU1180  NGVD 29 (??/??/92)  835.451  (m)         2740.98   (f) ADJ UNCH    1 2
 PU1180
 PU1180.Superseded values are not recommended for survey control.
 PU1180
 PU1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1180.See file dsdata.pdf to determine how the superseded data were derived.
 PU1180
 PU1180_MARKER: DB = BENCH MARK DISK
 PU1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1180_STAMPING: C 419 1963
 PU1180_MARK LOGO: CGS
 PU1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1180+STABILITY: SURFACE MOTION
 PU1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1180+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2012
 PU1180
 PU1180  HISTORY     - Date     Condition        Report By
 PU1180  HISTORY     - 1963     MONUMENTED       CGS
 PU1180  HISTORY     - 19950524 GOOD             NGS
 PU1180  HISTORY     - 20120501 GOOD             INDIV
 PU1180
 PU1180                          STATION DESCRIPTION
 PU1180
 PU1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1180'5.3 MI E FROM VOLUNTEER.
 PU1180'ABOUT 5.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1180'VOLUNTEER, 98 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.4
 PU1180'FEET NORTH OF A T-JUNCTION OF FENCES, 1.5 FEET WEST OF A METAL
 PU1180'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 PU1180'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
 PU1180
 PU1180                          STATION RECOVERY (1995)
 PU1180
 PU1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1180'30.8 KM (19.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1180'OFFICE IN UNION CENTER, 365.3 M (1198.5 FT) SOUTHEAST OF MILEPOST 62,
 PU1180'30.0 M (98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) NORTH
 PU1180'OF A T-FENCE CORNER, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0
 PU1180'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 PU1180'(0.3 FT) ABOVE THE GROUND SURFACE.
 PU1180
 PU1180                          STATION RECOVERY (2012)
 PU1180
 PU1180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0607 ***********************************************************************
 OT0607  DESIGNATION -  C 427
 OT0607  PID         -  OT0607
 OT0607  STATE/COUNTY-  SD/FALL RIVER
 OT0607  COUNTRY     -  US
 OT0607  USGS QUAD   -  ARDMORE (2017)
 OT0607
 OT0607                         *CURRENT SURVEY CONTROL
 OT0607  ______________________________________________________________________
 OT0607* NAD 83(1986) POSITION- 43 05 17.     (N) 103 39 30.     (W)   SCALED
 OT0607* NAVD 88 ORTHO HEIGHT -  1063.506 (meters)     3489.19  (feet) ADJUSTED
 OT0607  ______________________________________________________________________
 OT0607  GEOID HEIGHT    -        -15.863 (meters)                     GEOID18
 OT0607  DYNAMIC HEIGHT  -       1063.037 (meters)     3487.65  (feet) COMP
 OT0607  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 OT0607
 OT0607  VERT ORDER      -  FIRST     CLASS II
 OT0607
 OT0607.The horizontal coordinates were scaled from a map and have
 OT0607.an estimated accuracy of +/- 6 seconds.
 OT0607
 OT0607.The orthometric height was determined by differential leveling and
 OT0607.adjusted by the NATIONAL GEODETIC SURVEY
 OT0607.in June 1991.
 OT0607
 OT0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0607.GEOID18 height accuracy estimate available here.
 OT0607
 OT0607.Click photographs - Photos may exist for this station.
 OT0607
 OT0607.The dynamic height is computed by dividing the NAVD 88
 OT0607.geopotential number by the normal gravity value computed on the
 OT0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0607.degrees latitude (g = 980.6199 gals.).
 OT0607
 OT0607.The modeled gravity was interpolated from observed gravity values.
 OT0607
 OT0607;                    North         East    Units  Estimated Accuracy
 OT0607;SPC SD S     -    89,260.      329,350.      MT  (+/- 180 meters Scaled)
 OT0607
 OT0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH092714(NAD 83)
 OT0607
 OT0607                          SUPERSEDED SURVEY CONTROL
 OT0607
 OT0607.No superseded survey control is available for this station.
 OT0607
 OT0607_MARKER: I = METAL ROD
 OT0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0607_STAMPING: C 427 1985
 OT0607_MARK LOGO: NGS
 OT0607_PROJECTION: FLUSH
 OT0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0607_ROD/PIPE-DEPTH: 10.4 meters
 OT0607
 OT0607  HISTORY     - Date     Condition        Report By
 OT0607  HISTORY     - 1985     MONUMENTED       NGS
 OT0607
 OT0607                          STATION DESCRIPTION
 OT0607
 OT0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0607'7.6 KM (4.7 MI) NORTH FROM ARDMORE.
 OT0607'7.6 KM (4.7 MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF
 OT0607'COUNTY ROADS 6412 WEST AND 5 EAST AT ARDMORE, 10.7 METERS (35 FT)
 OT0607'EAST OF THE HIGHWAY CENTERLINE, 4.0 METERS (13 FT) SOUTH OF A FENCE
 OT0607'CORNER, 11.9 METERS (39 FT) SOUTHEAST OF MILEPOST 6 AND 0.3 METER (1
 OT0607'FT) WEST OF A FENCE.
 OT0607'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0607'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0636 ***********************************************************************
 QS0636  DESIGNATION -  C 428
 QS0636  PID         -  QS0636
 QS0636  STATE/COUNTY-  SD/CORSON
 QS0636  COUNTRY     -  US
 QS0636  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0636
 QS0636                         *CURRENT SURVEY CONTROL
 QS0636  ______________________________________________________________________
 QS0636* NAD 83(1986) POSITION- 45 41 18.     (N) 101 19 58.     (W)   SCALED
 QS0636* NAVD 88 ORTHO HEIGHT -   587.946 (meters)     1928.95  (feet) ADJUSTED
 QS0636  ______________________________________________________________________
 QS0636  GEOID HEIGHT    -        -20.554 (meters)                     GEOID18
 QS0636  DYNAMIC HEIGHT  -        587.882 (meters)     1928.74  (feet) COMP
 QS0636  MODELED GRAVITY -    980,486.8   (mgal)                       NAVD 88
 QS0636
 QS0636  VERT ORDER      -  FIRST     CLASS II
 QS0636
 QS0636.The horizontal coordinates were scaled from a map and have
 QS0636.an estimated accuracy of +/- 6 seconds.
 QS0636
 QS0636.The orthometric height was determined by differential leveling and
 QS0636.adjusted by the NATIONAL GEODETIC SURVEY
 QS0636.in June 1991.
 QS0636
 QS0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0636.GEOID18 height accuracy estimate available here.
 QS0636
 QS0636.Click photographs - Photos may exist for this station.
 QS0636
 QS0636.The dynamic height is computed by dividing the NAVD 88
 QS0636.geopotential number by the normal gravity value computed on the
 QS0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0636.degrees latitude (g = 980.6199 gals.).
 QS0636
 QS0636.The modeled gravity was interpolated from observed gravity values.
 QS0636
 QS0636;                    North         East    Units  Estimated Accuracy
 QS0636;SPC SD N     -   206,990.      496,190.      MT  (+/- 180 meters Scaled)
 QS0636
 QS0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR183620(NAD 83)
 QS0636
 QS0636                          SUPERSEDED SURVEY CONTROL
 QS0636
 QS0636.No superseded survey control is available for this station.
 QS0636
 QS0636_MARKER: I = METAL ROD
 QS0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0636_STAMPING: C 428 1985
 QS0636_MARK LOGO: NGS
 QS0636_PROJECTION: FLUSH
 QS0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0636_ROD/PIPE-DEPTH: 14.6 meters
 QS0636
 QS0636  HISTORY     - Date     Condition        Report By
 QS0636  HISTORY     - 1985     MONUMENTED       NGS
 QS0636
 QS0636                          STATION DESCRIPTION
 QS0636
 QS0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0636'27.3 KM (16.95 MI) SOUTH FROM MCINTOSH.
 QS0636'27.3 KM (16.95 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0636'HIGHWAY 12 AT MCINTOSH, AT THE WEST END OF A CUT BANK AND MILEPOST
 QS0636'215, 26.5 METERS (86.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 21.0
 QS0636'METERS (68.8 FT) SOUTH OF THE MILEPOST AND 0.3 METER (1 FT) NORTH OF
 QS0636'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0636'5-INCH LOGO CAP.
 QS0636'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0636'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0368 ***********************************************************************
 OU0368  DESIGNATION -  C 429
 OU0368  PID         -  OU0368
 OU0368  STATE/COUNTY-  SD/CUSTER
 OU0368  COUNTRY     -  US
 OU0368  USGS QUAD   -  DEWEY (2017)
 OU0368
 OU0368                         *CURRENT SURVEY CONTROL
 OU0368  ______________________________________________________________________
 OU0368* NAD 83(1986) POSITION- 43 31 05.     (N) 104 02 02.     (W)   SCALED
 OU0368* NAVD 88 ORTHO HEIGHT -  1127.502 (meters)     3699.15  (feet) ADJUSTED
 OU0368  ______________________________________________________________________
 OU0368  GEOID HEIGHT    -        -14.599 (meters)                     GEOID18
 OU0368  DYNAMIC HEIGHT  -       1127.034 (meters)     3697.61  (feet) COMP
 OU0368  MODELED GRAVITY -    980,165.0   (mgal)                       NAVD 88
 OU0368
 OU0368  VERT ORDER      -  FIRST     CLASS II
 OU0368
 OU0368.The horizontal coordinates were scaled from a map and have
 OU0368.an estimated accuracy of +/- 6 seconds.
 OU0368
 OU0368.The orthometric height was determined by differential leveling and
 OU0368.adjusted by the NATIONAL GEODETIC SURVEY
 OU0368.in June 1991.
 OU0368
 OU0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0368.GEOID18 height accuracy estimate available here.
 OU0368
 OU0368.Click photographs - Photos may exist for this station.
 OU0368
 OU0368.The dynamic height is computed by dividing the NAVD 88
 OU0368.geopotential number by the normal gravity value computed on the
 OU0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0368.degrees latitude (g = 980.6199 gals.).
 OU0368
 OU0368.The modeled gravity was interpolated from observed gravity values.
 OU0368
 OU0368;                    North         East    Units  Estimated Accuracy
 OU0368;SPC SD S     -   138,280.      300,930.      MT  (+/- 180 meters Scaled)
 OU0368
 OU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ780187(NAD 83)
 OU0368
 OU0368                          SUPERSEDED SURVEY CONTROL
 OU0368
 OU0368.No superseded survey control is available for this station.
 OU0368
 OU0368_MARKER: I = METAL ROD
 OU0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0368_STAMPING: C 429 1985
 OU0368_MARK LOGO: NGS
 OU0368_PROJECTION: FLUSH
 OU0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0368_ROD/PIPE-DEPTH: 4.0 meters
 OU0368
 OU0368  HISTORY     - Date     Condition        Report By
 OU0368  HISTORY     - 1985     MONUMENTED       NGS
 OU0368
 OU0368                          STATION DESCRIPTION
 OU0368
 OU0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0368'31.7 KM (19.7 MI) NORTH FROM EDGEMONT.
 OU0368'31.75 KM (19.7 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OU0368'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OU0368'EDGEMONT, 12.5 METERS (41 FT) NORTHEAST OF THE CENTER OF THE ROAD, 6.9
 OU0368'METERS (22.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE AND
 OU0368'0.3 METER (1 FT) SOUTHWEST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OU0368'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0368'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OU0368'THE MARK IS 0.5 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0647 ***********************************************************************
 OT0647  DESIGNATION -  C 430
 OT0647  PID         -  OT0647
 OT0647  STATE/COUNTY-  SD/FALL RIVER
 OT0647  COUNTRY     -  US
 OT0647  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0647
 OT0647                         *CURRENT SURVEY CONTROL
 OT0647  ______________________________________________________________________
 OT0647* NAD 83(1986) POSITION- 43 25 43.     (N) 103 30 06.     (W)   SCALED
 OT0647* NAVD 88 ORTHO HEIGHT -  1130.024 (meters)     3707.42  (feet) ADJUSTED
 OT0647  ______________________________________________________________________
 OT0647  GEOID HEIGHT    -        -15.469 (meters)                     GEOID18
 OT0647  DYNAMIC HEIGHT  -       1129.553 (meters)     3705.88  (feet) COMP
 OT0647  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 OT0647
 OT0647  VERT ORDER      -  FIRST     CLASS II
 OT0647
 OT0647.The horizontal coordinates were scaled from a map and have
 OT0647.an estimated accuracy of +/- 6 seconds.
 OT0647
 OT0647.The orthometric height was determined by differential leveling and
 OT0647.adjusted by the NATIONAL GEODETIC SURVEY
 OT0647.in June 1991.
 OT0647
 OT0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0647.GEOID18 height accuracy estimate available here.
 OT0647
 OT0647.Click photographs - Photos may exist for this station.
 OT0647
 OT0647.The dynamic height is computed by dividing the NAVD 88
 OT0647.geopotential number by the normal gravity value computed on the
 OT0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0647.degrees latitude (g = 980.6199 gals.).
 OT0647
 OT0647.The modeled gravity was interpolated from observed gravity values.
 OT0647
 OT0647;                    North         East    Units  Estimated Accuracy
 OT0647;SPC SD S     -   126,570.      343,540.      MT  (+/- 180 meters Scaled)
 OT0647
 OT0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ212095(NAD 83)
 OT0647
 OT0647                          SUPERSEDED SURVEY CONTROL
 OT0647
 OT0647.No superseded survey control is available for this station.
 OT0647
 OT0647_MARKER: DV = VERTICAL CONTROL DISK
 OT0647_SETTING: 66 = SET IN ROCK OUTCROP
 OT0647_STAMPING: C 430 1985
 OT0647_MARK LOGO: NGS
 OT0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0647+STABILITY: POSITION/ELEVATION WELL
 OT0647
 OT0647  HISTORY     - Date     Condition        Report By
 OT0647  HISTORY     - 1985     MONUMENTED       NGS
 OT0647
 OT0647                          STATION DESCRIPTION
 OT0647
 OT0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0647'2.3 KM (1.4 MI) WEST FROM HOT SPRINGS.
 OT0647'2.35 KM (1.45 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US
 OT0647'HIGHWAY 385 AT HOT SPRINGS, AT THE SOUTHWEST END OF A LONG FILL, IN
 OT0647'TOP OF AND 0.3 METER (1 FT) WEST OF THE NORTHEAST EDGE OF A 3- BY
 OT0647'5-FOOT FLAT TOPPED PORTION OF LIMESTONE OUTCROP PROJECTING 2 FEET
 OT0647'ABOVE THE SURFACE OF THE GROUND, 0.6 KM (0.4 MI) WEST OF THE JUNCTION
 OT0647'OF THE US HIGHWAY 18 BYPASS, 32.9 METERS (108 FT) NORTHWEST OF THE
 OT0647'HIGHWAY CENTERLINE, 17.8 METERS (58.5 FT) SOUTHWEST OF THE SOUTHWEST
 OT0647'END OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND 2.4 METERS (8 FT)
 OT0647'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 OT0647'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0647'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0672 ***********************************************************************
 OT0672  DESIGNATION -  C 431
 OT0672  PID         -  OT0672
 OT0672  STATE/COUNTY-  SD/CUSTER
 OT0672  COUNTRY     -  US
 OT0672  USGS QUAD   -  HERMOSA (2017)
 OT0672
 OT0672                         *CURRENT SURVEY CONTROL
 OT0672  ______________________________________________________________________
 OT0672* NAD 83(1986) POSITION- 43 45 31.     (N) 103 13 09.     (W)   SCALED
 OT0672* NAVD 88 ORTHO HEIGHT -  1070.724 (meters)     3512.87  (feet) ADJUSTED
 OT0672  ______________________________________________________________________
 OT0672  GEOID HEIGHT    -        -16.016 (meters)                     GEOID18
 OT0672  DYNAMIC HEIGHT  -       1070.306 (meters)     3511.50  (feet) COMP
 OT0672  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 OT0672
 OT0672  VERT ORDER      -  FIRST     CLASS II
 OT0672
 OT0672.The horizontal coordinates were scaled from a map and have
 OT0672.an estimated accuracy of +/- 6 seconds.
 OT0672
 OT0672.The orthometric height was determined by differential leveling and
 OT0672.adjusted by the NATIONAL GEODETIC SURVEY
 OT0672.in June 1991.
 OT0672
 OT0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0672.GEOID18 height accuracy estimate available here.
 OT0672
 OT0672.Click photographs - Photos may exist for this station.
 OT0672
 OT0672.The dynamic height is computed by dividing the NAVD 88
 OT0672.geopotential number by the normal gravity value computed on the
 OT0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0672.degrees latitude (g = 980.6199 gals.).
 OT0672
 OT0672.The modeled gravity was interpolated from observed gravity values.
 OT0672
 OT0672;                    North         East    Units  Estimated Accuracy
 OT0672;SPC SD S     -   162,370.      367,670.      MT  (+/- 180 meters Scaled)
 OT0672
 OT0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ433466(NAD 83)
 OT0672
 OT0672                          SUPERSEDED SURVEY CONTROL
 OT0672
 OT0672.No superseded survey control is available for this station.
 OT0672
 OT0672_MARKER: I = METAL ROD
 OT0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0672_STAMPING: C 431 1985
 OT0672_MARK LOGO: NGS
 OT0672_PROJECTION: FLUSH
 OT0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0672_ROD/PIPE-DEPTH: 4.5 meters
 OT0672
 OT0672  HISTORY     - Date     Condition        Report By
 OT0672  HISTORY     - 1985     MONUMENTED       NGS
 OT0672
 OT0672                          STATION DESCRIPTION
 OT0672
 OT0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0672'9.5 KM (5.9 MI) SOUTH FROM HERMOSA.
 OT0672'9.55 KM (5.95 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0672'STATE HIGHWAY 40 EAST AT HERMOSA, AT THE NORTH END OF A CUTBANK, 0.65
 OT0672'KM (0.4 MI) SOUTH OF MILEPOST 55, 30.2 METERS (99 FT) WEST OF THE
 OT0672'HIGHWAY CENTERLINE, 17.1 METERS (56 FT) SOUTH OF A POWER POLE AND 0.3
 OT0672'METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 OT0672'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0672'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0672'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0642 ***********************************************************************
 OS0642  DESIGNATION -  C 432
 OS0642  PID         -  OS0642
 OS0642  STATE/COUNTY-  SD/JACKSON
 OS0642  COUNTRY     -  US
 OS0642  USGS QUAD   -  STAMFORD SW (2017)
 OS0642
 OS0642                         *CURRENT SURVEY CONTROL
 OS0642  ______________________________________________________________________
 OS0642* NAD 83(1986) POSITION- 43 52 27.85   (N) 101 09 11.90   (W)   HD_HELD1
 OS0642* NAVD 88 ORTHO HEIGHT -   692.038 (meters)     2270.46  (feet) ADJUSTED
 OS0642  ______________________________________________________________________
 OS0642  GEOID HEIGHT    -        -22.950 (meters)                     GEOID18
 OS0642  DYNAMIC HEIGHT  -        691.810 (meters)     2269.71  (feet) COMP
 OS0642  MODELED GRAVITY -    980,266.7   (mgal)                       NAVD 88
 OS0642
 OS0642  VERT ORDER      -  FIRST     CLASS II
 OS0642
 OS0642.The horizontal coordinates were determined by differentially corrected
 OS0642.hand held GPS observations or other comparable positioning techniques
 OS0642.and have an estimated accuracy of +/- 3 meters.
 OS0642
 OS0642.The orthometric height was determined by differential leveling and
 OS0642.adjusted by the NATIONAL GEODETIC SURVEY
 OS0642.in June 1991.
 OS0642
 OS0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0642.GEOID18 height accuracy estimate available here.
 OS0642
 OS0642.Click photographs - Photos may exist for this station.
 OS0642
 OS0642.The dynamic height is computed by dividing the NAVD 88
 OS0642.geopotential number by the normal gravity value computed on the
 OS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0642.degrees latitude (g = 980.6199 gals.).
 OS0642
 OS0642.The modeled gravity was interpolated from observed gravity values.
 OS0642
 OS0642;                    North         East    Units  Estimated Accuracy
 OS0642;SPC SD S     -   171,526.1     534,101.1     MT  (+/- 3 meters HH1 GPS) 
 OS0642
 OS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2699560176(NAD 83)
 OS0642
 OS0642                          SUPERSEDED SURVEY CONTROL
 OS0642
 OS0642.No superseded survey control is available for this station.
 OS0642
 OS0642_MARKER: I = METAL ROD
 OS0642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0642_STAMPING: C 432 1985
 OS0642_MARK LOGO: NGS
 OS0642_PROJECTION: FLUSH
 OS0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0642+STABILITY: POSITION/ELEVATION WELL
 OS0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0642+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0642_ROD/PIPE-DEPTH: 14.3 meters
 OS0642_SLEEVE-DEPTH  : 12.2 meters
 OS0642
 OS0642  HISTORY     - Date     Condition        Report By
 OS0642  HISTORY     - 1985     MONUMENTED       NGS
 OS0642  HISTORY     - 19910621 GOOD             NGS
 OS0642  HISTORY     - 20130116 GOOD             INDIV
 OS0642
 OS0642                          STATION DESCRIPTION
 OS0642
 OS0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0642'11.2 KM (6.95 MI) EAST FROM BELVIDERE.
 OS0642'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OS0642'0.69 KM (0.43 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0642'BELVIDERE, THENCE 10.52 KM (6.54 MI) EAST ALONG THE I 90 SERVICE ROAD,
 OS0642'IN THE CENTER OF A FIVE WOODEN POST BRACE IN THE RIGHT-OF-WAY FENCE
 OS0642'FOR I 90 EAST BOUND, 1.24 KM (0.77 MI) SOUTHWEST OF THE T JUNCTION OF
 OS0642'STATE HIGHWAY 63 LEADING NORTH, 73.8 METERS (242 FT) NORTHWEST OF THE
 OS0642'CENTER OF THE ROAD, 32.9 METERS (108 FT) SOUTHEAST OF THE CENTER OF I
 OS0642'90 EAST BOUND LANES, 111.3 METERS (365 FT) WEST OF THE NORTHWEST END
 OS0642'OF A 72-INCH CONCRETE PIPE CULVERT IN THE BOTTOM OF A DRAW,
 OS0642'87.8 METERS (288 FT) SOUTHWEST OF THE SOUTHEAST END OF A 36-INCH
 OS0642'CONCRETE PIPE CULVERT UNDER THE EAST BOUND I 90 LANES AND 1.2 METERS
 OS0642'(4 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 OS0642'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0642'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OS0642
 OS0642                          STATION RECOVERY (1991)
 OS0642
 OS0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0642'31.3 KM (19.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0642'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.9 KM (0.55
 OS0642'MI) EAST OF MILEPOST 169, 33.3 M (109.3 FT) SOUTHEAST OF THE
 OS0642'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 3.5 M (11.5 FT)
 OS0642'BELOW THE LEVEL OF THE HIGHWAY, 1.4 M (4.6 FT) SOUTHWEST OF THE
 OS0642'CENTER OF 5 BRACED FENCE POSTS, AND 0.3 M (1.0 FT) NORTHEAST OF A
 OS0642'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0642'LOGO CAP.
 OS0642
 OS0642                          STATION RECOVERY (2013)
 OS0642
 OS0642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0926 ***********************************************************************
 PT0926  DESIGNATION -  C 433
 PT0926  PID         -  PT0926
 PT0926  STATE/COUNTY-  SD/STANLEY
 PT0926  COUNTRY     -  US
 PT0926  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0926
 PT0926                         *CURRENT SURVEY CONTROL
 PT0926  ______________________________________________________________________
 PT0926* NAD 83(1986) POSITION- 44 28 20.     (N) 101 08 07.     (W)   SCALED
 PT0926* NAVD 88 ORTHO HEIGHT -   681.539 (meters)     2236.02  (feet) ADJUSTED
 PT0926  ______________________________________________________________________
 PT0926  GEOID HEIGHT    -        -22.139 (meters)                     GEOID18
 PT0926  DYNAMIC HEIGHT  -        681.372 (meters)     2235.47  (feet) COMP
 PT0926  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 PT0926
 PT0926  VERT ORDER      -  FIRST     CLASS II
 PT0926
 PT0926.The horizontal coordinates were scaled from a map and have
 PT0926.an estimated accuracy of +/- 6 seconds.
 PT0926
 PT0926.The orthometric height was determined by differential leveling and
 PT0926.adjusted by the NATIONAL GEODETIC SURVEY
 PT0926.in June 1991.
 PT0926
 PT0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0926.GEOID18 height accuracy estimate available here.
 PT0926
 PT0926.Click photographs - Photos may exist for this station.
 PT0926
 PT0926.The dynamic height is computed by dividing the NAVD 88
 PT0926.geopotential number by the normal gravity value computed on the
 PT0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0926.degrees latitude (g = 980.6199 gals.).
 PT0926
 PT0926.The modeled gravity was interpolated from observed gravity values.
 PT0926
 PT0926;                    North         East    Units  Estimated Accuracy
 PT0926;SPC SD S     -   237,930.      536,190.      MT  (+/- 180 meters Scaled)
 PT0926
 PT0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ301265(NAD 83)
 PT0926
 PT0926                          SUPERSEDED SURVEY CONTROL
 PT0926
 PT0926.No superseded survey control is available for this station.
 PT0926
 PT0926_MARKER: I = METAL ROD
 PT0926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0926_STAMPING: C 433 1985
 PT0926_MARK LOGO: NGS
 PT0926_PROJECTION: FLUSH
 PT0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0926_ROD/PIPE-DEPTH: 8.5 meters
 PT0926
 PT0926  HISTORY     - Date     Condition        Report By
 PT0926  HISTORY     - 1985     MONUMENTED       NGS
 PT0926
 PT0926                          STATION DESCRIPTION
 PT0926
 PT0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0926'46.8 KM (29.1 MI) NORTH FROM MIDLAND.
 PT0926'46.75 KM (29.06 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0926'FROM THEIR JUNCTION AT MIDLAND, IN TOP OF THE NORTH END OF A SHORT
 PT0926'FLAT ON THE NORTH SLOPE OF A DRAW, 0.11 KM (0.07 MI) SOUTH OF THE T
 PT0926'JUNCTION OF A GRAVEL ROAD LEADING EAST, 17.5 METERS (57.5 FT) EAST OF
 PT0926'THE HIGHWAY CENTERLINE, 17.8 METERS (58.5 FT) NORTHEAST OF MILEPOST
 PT0926'126 AND 1.1 METERS (3.5 FT) SOUTH OF A POWER POLE.  NOTE--ACCESS TO
 PT0926'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0926'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0926'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0657 ***********************************************************************
 OS0657  DESIGNATION -  C 434
 OS0657  PID         -  OS0657
 OS0657  STATE/COUNTY-  SD/JONES
 OS0657  COUNTRY     -  US
 OS0657  USGS QUAD   -  OKATON (2017)
 OS0657
 OS0657                         *CURRENT SURVEY CONTROL
 OS0657  ______________________________________________________________________
 OS0657* NAD 83(1986) POSITION- 43 53 38.     (N) 100 55 33.     (W)   SCALED
 OS0657* NAVD 88 ORTHO HEIGHT -   700.575 (meters)     2298.47  (feet) ADJUSTED
 OS0657  ______________________________________________________________________
 OS0657  GEOID HEIGHT    -        -23.587 (meters)                     GEOID18
 OS0657  DYNAMIC HEIGHT  -        700.342 (meters)     2297.71  (feet) COMP
 OS0657  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OS0657
 OS0657  VERT ORDER      -  FIRST     CLASS II
 OS0657
 OS0657.The horizontal coordinates were scaled from a map and have
 OS0657.an estimated accuracy of +/- 6 seconds.
 OS0657
 OS0657.The orthometric height was determined by differential leveling and
 OS0657.adjusted by the NATIONAL GEODETIC SURVEY
 OS0657.in June 1991.
 OS0657
 OS0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0657.GEOID18 height accuracy estimate available here.
 OS0657
 OS0657.Click photographs - Photos may exist for this station.
 OS0657
 OS0657.The dynamic height is computed by dividing the NAVD 88
 OS0657.geopotential number by the normal gravity value computed on the
 OS0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0657.degrees latitude (g = 980.6199 gals.).
 OS0657
 OS0657.The modeled gravity was interpolated from observed gravity values.
 OS0657
 OS0657;                    North         East    Units  Estimated Accuracy
 OS0657;SPC SD S     -   173,540.      552,400.      MT  (+/- 180 meters Scaled)
 OS0657
 OS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP453618(NAD 83)
 OS0657
 OS0657                          SUPERSEDED SURVEY CONTROL
 OS0657
 OS0657.No superseded survey control is available for this station.
 OS0657
 OS0657_MARKER: I = METAL ROD
 OS0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0657_STAMPING: C 434 1985
 OS0657_MARK LOGO: NGS
 OS0657_PROJECTION: FLUSH
 OS0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0657_ROD/PIPE-DEPTH: 3.7 meters
 OS0657
 OS0657  HISTORY     - Date     Condition        Report By
 OS0657  HISTORY     - 1985     MONUMENTED       NGS
 OS0657
 OS0657                          STATION DESCRIPTION
 OS0657
 OS0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0657'3.1 KM (1.9 MI) WEST FROM OKATON.
 OS0657'3.06 KM (1.90 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0657'OF I 90 EXIT 183 AT OKATON, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 OS0657'OF A GRAVEL ROAD LEADING SOUTH, 64.3 METERS (211 FT) SOUTH OF THE
 OS0657'CENTER OF THE ROAD, 9.4 METERS (31 FT) WEST OF THE CENTER OF THE
 OS0657'GRAVEL ROAD, 32.9 METERS (108 FT) NORTH OF THE WEST END OF A 24-INCH
 OS0657'PIPE CULVERT UNDER THE GRAVEL ROAD AND 0.6 METER (2 FT) EAST OF A
 OS0657'BRACED POWER POLE WITH 2 GUY WIRES AT THE WEST END OF A POWER LINE
 OS0657'CROSSING THE GRAVEL ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 OS0657'A 5-INCH LOGO CAP.
 OS0657'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OS0657'THE MARK IS 3.0 M BELOW THE SERVICE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0696 ***********************************************************************
 OT0696  CBN         -  This is a Cooperative Base Network Control Station.
 OT0696  DESIGNATION -  C 435
 OT0696  PID         -  OT0696
 OT0696  STATE/COUNTY-  SD/PENNINGTON
 OT0696  COUNTRY     -  US
 OT0696  USGS QUAD   -  CRESTON (2017)
 OT0696
 OT0696                         *CURRENT SURVEY CONTROL
 OT0696  ______________________________________________________________________
 OT0696* NAD 83(2011) POSITION- 43 55 09.54674(N) 102 44 45.67033(W)   ADJUSTED
 OT0696* NAD 83(2011) ELLIP HT-   774.966 (meters)        (06/27/12)   ADJUSTED
 OT0696* NAD 83(2011) EPOCH   -  2010.00
 OT0696* NAVD 88 ORTHO HEIGHT -   792.594 (meters)     2600.37  (feet) ADJUSTED
 OT0696  ______________________________________________________________________
 OT0696  GEOID HEIGHT    -        -17.652 (meters)                     GEOID18
 OT0696  NAD 83(2011) X  - -1,015,394.554 (meters)                     COMP
 OT0696  NAD 83(2011) Y  - -4,488,846.958 (meters)                     COMP
 OT0696  NAD 83(2011) Z  -  4,402,176.163 (meters)                     COMP
 OT0696  LAPLACE CORR    -         -6.91  (seconds)                    DEFLEC18
 OT0696  DYNAMIC HEIGHT  -        792.349 (meters)     2599.57  (feet) COMP
 OT0696  MODELED GRAVITY -    980,282.2   (mgal)                       NAVD 88
 OT0696
 OT0696  VERT ORDER      -  FIRST     CLASS II
 OT0696
 OT0696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0696  Standards:
 OT0696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0696  -------------------------------------------------------------------
 OT0696  NETWORK    0.62   1.25           0.29   0.20   0.64     -0.04930183
 OT0696  -------------------------------------------------------------------
 OT0696  Click here for local accuracies and other accuracy information.
 OT0696
 OT0696.The horizontal coordinates were established by GPS observations
 OT0696.and adjusted by the National Geodetic Survey in June 2012.
 OT0696
 OT0696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0696.been affixed to the stable North American tectonic plate. See 
 OT0696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0696
 OT0696.The horizontal coordinates are valid at the epoch date displayed above
 OT0696.which is a decimal equivalence of Year/Month/Day.
 OT0696
 OT0696.The orthometric height was determined by differential leveling and
 OT0696.adjusted by the NATIONAL GEODETIC SURVEY
 OT0696.in June 1991.
 OT0696
 OT0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0696.GEOID18 height accuracy estimate available here.
 OT0696
 OT0696.Click photographs - Photos may exist for this station.
 OT0696
 OT0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0696
 OT0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0696
 OT0696.The ellipsoidal height was determined by GPS observations
 OT0696.and is referenced to NAD 83.
 OT0696
 OT0696.The dynamic height is computed by dividing the NAVD 88
 OT0696.geopotential number by the normal gravity value computed on the
 OT0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0696.degrees latitude (g = 980.6199 gals.).
 OT0696
 OT0696.The modeled gravity was interpolated from observed gravity values.
 OT0696
 OT0696. The following values were computed from the NAD 83(2011) position.
 OT0696
 OT0696;                    North         East     Units Scale Factor Converg.
 OT0696;SPC SD S     -   179,005.030   406,268.214   MT  0.99992064   -1 39 51.8
 OT0696;SPC SD S     -   587,285.67  1,332,898.30   sFT  0.99992064   -1 39 51.8
 OT0696;UTM  13      - 4,865,381.388   680,957.417   MT  1.00000276   +1 33 50.0
 OT0696
 OT0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0696!SPC SD S     -   0.99987850  x   0.99992064  =   0.99979914
 OT0696!UTM  13      -   0.99987850  x   1.00000276  =   0.99988125
 OT0696
 OT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ8095765381(NAD 83)
 OT0696
 OT0696                          SUPERSEDED SURVEY CONTROL
 OT0696
 OT0696  NAD 83(2007)-  43 55 09.54665(N)    102 44 45.67139(W) AD(2002.00) 0
 OT0696  ELLIP H (02/10/07)  774.992  (m)                       GP(2002.00)    
 OT0696  NAD 83(1996)-  43 55 09.54610(N)    102 44 45.67132(W) AD(       ) A
 OT0696  ELLIP H (06/23/03)  774.982  (m)                       GP(       ) 3 1
 OT0696  NAVD 88             792.59   (m)         2600.4    (f) LEVELING    3  
 OT0696
 OT0696.Superseded values are not recommended for survey control.
 OT0696
 OT0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0696.See file dsdata.pdf to determine how the superseded data were derived.
 OT0696
 OT0696_MARKER: I = METAL ROD
 OT0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0696_STAMPING: C 435 1985
 OT0696_MARK LOGO: NGS
 OT0696_PROJECTION: FLUSH
 OT0696_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0696+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 OT0696_ROD/PIPE-DEPTH: 6.70 meters
 OT0696
 OT0696  HISTORY     - Date     Condition        Report By
 OT0696  HISTORY     - 1985     MONUMENTED       NGS
 OT0696  HISTORY     - 20020514 GOOD             SDDT
 OT0696  HISTORY     - 20120410 GOOD             INDIV
 OT0696
 OT0696                          STATION DESCRIPTION
 OT0696
 OT0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0696'42.9 KM (26.65 MI) SE FROM RAPID CITY.
 OT0696'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0696'RAPID CITY, THENCE 42.6 KM (26.65 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0696'44, 3.3 KM (2.05 MI) WEST OF THE CROSSING OF RAPID CREEK, 0.3 KM (0.2
 OT0696'MI) WEST OF MILEPOST 73, ON A SMALL RISE ON THE OUTSIDE OF THE
 OT0696'NORTHWEST END OF A CURVE, 29.5 METERS (97 FT) SOUTHWEST OF THE HIGHWAY
 OT0696'CENTERLINE, 126.2 METERS (414 FT) SOUTHEAST OF THE SOUTH END OF A
 OT0696'48-INCH METAL PIPE CULVERT, 19.5 METERS (64 FT) NORTHWEST OF THE
 OT0696'NORTHWEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.5 METER (1.5
 OT0696'FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 OT0696'IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0696'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 OT0696'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OT0696
 OT0696                          STATION RECOVERY (2002)
 OT0696
 OT0696'RECOVERY NOTE BY SD DEPT OF TRANSP 2002
 OT0696'RECOVERED AS DESCRIBED
 OT0696'
 OT0696
 OT0696                          STATION RECOVERY (2012)
 OT0696
 OT0696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0721 ***********************************************************************
 OT0721  DESIGNATION -  C 436
 OT0721  PID         -  OT0721
 OT0721  STATE/COUNTY-  SD/PENNINGTON
 OT0721  COUNTRY     -  US
 OT0721  USGS QUAD   -  CONATA NE (2017)
 OT0721
 OT0721                         *CURRENT SURVEY CONTROL
 OT0721  ______________________________________________________________________
 OT0721* NAD 83(1986) POSITION- 43 42 29.     (N) 102 05 34.     (W)   SCALED
 OT0721* NAVD 88 ORTHO HEIGHT -   736.072 (meters)     2414.93  (feet) ADJUSTED
 OT0721  ______________________________________________________________________
 OT0721  GEOID HEIGHT    -        -19.549 (meters)                     GEOID18
 OT0721  DYNAMIC HEIGHT  -        735.835 (meters)     2414.15  (feet) COMP
 OT0721  MODELED GRAVITY -    980,273.5   (mgal)                       NAVD 88
 OT0721
 OT0721  VERT ORDER      -  FIRST     CLASS II
 OT0721
 OT0721.The horizontal coordinates were scaled from a map and have
 OT0721.an estimated accuracy of +/- 6 seconds.
 OT0721
 OT0721.The orthometric height was determined by differential leveling and
 OT0721.adjusted by the NATIONAL GEODETIC SURVEY
 OT0721.in June 1991.
 OT0721
 OT0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0721.GEOID18 height accuracy estimate available here.
 OT0721
 OT0721.Click photographs - Photos may exist for this station.
 OT0721
 OT0721.The dynamic height is computed by dividing the NAVD 88
 OT0721.geopotential number by the normal gravity value computed on the
 OT0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0721.degrees latitude (g = 980.6199 gals.).
 OT0721
 OT0721.The modeled gravity was interpolated from observed gravity values.
 OT0721
 OT0721;                    North         East    Units  Estimated Accuracy
 OT0721;SPC SD S     -   154,220.      458,220.      MT  (+/- 180 meters Scaled)
 OT0721
 OT0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ342435(NAD 83)
 OT0721
 OT0721                          SUPERSEDED SURVEY CONTROL
 OT0721
 OT0721.No superseded survey control is available for this station.
 OT0721
 OT0721_MARKER: I = METAL ROD
 OT0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0721_STAMPING: C 436 1985
 OT0721_MARK LOGO: NGS
 OT0721_PROJECTION: FLUSH
 OT0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0721_ROD/PIPE-DEPTH: 5.6 meters
 OT0721
 OT0721  HISTORY     - Date     Condition        Report By
 OT0721  HISTORY     - 1985     MONUMENTED       NGS
 OT0721
 OT0721                          STATION DESCRIPTION
 OT0721
 OT0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0721'9.8 KM (6.1 MI) WEST FROM INTERIOR.
 OT0721'9.85 KM (6.15 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0721'STATE HIGHWAY 377 IN INTERIOR, IN THE SOUTHWEST CORNER OF THE T
 OT0721'JUNCTION OF A DIRT ROAD LEADING SOUTH, AT THE EAST END OF A CURVE,
 OT0721'22.8 METERS (75 FT) SOUTH OF THE HIGHWAY CENTERLINE, 24.4 METERS (80
 OT0721'FT) WEST OF THE CENTER OF THE ROAD AND CATTLE GUARD AND 0.3 METER (1
 OT0721'FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OT0721'HAD THROUGH A 5-INCH LOGO CAP.
 OT0721'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0721'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0595 ***********************************************************************
 QS0595  DESIGNATION -  C 438
 QS0595  PID         -  QS0595
 QS0595  STATE/COUNTY-  SD/ZIEBACH
 QS0595  COUNTRY     -  US
 QS0595  USGS QUAD   -  DUPREE (2017)
 QS0595
 QS0595                         *CURRENT SURVEY CONTROL
 QS0595  ______________________________________________________________________
 QS0595* NAD 83(1986) POSITION- 45 05 46.     (N) 101 34 10.     (W)   SCALED
 QS0595* NAVD 88 ORTHO HEIGHT -   727.192 (meters)     2385.80  (feet) ADJUSTED
 QS0595  ______________________________________________________________________
 QS0595  GEOID HEIGHT    -        -20.565 (meters)                     GEOID18
 QS0595  DYNAMIC HEIGHT  -        727.052 (meters)     2385.34  (feet) COMP
 QS0595  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 QS0595
 QS0595  VERT ORDER      -  FIRST     CLASS II
 QS0595
 QS0595.The horizontal coordinates were scaled from a map and have
 QS0595.an estimated accuracy of +/- 6 seconds.
 QS0595
 QS0595.The orthometric height was determined by differential leveling and
 QS0595.adjusted by the NATIONAL GEODETIC SURVEY
 QS0595.in June 1991.
 QS0595
 QS0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0595.GEOID18 height accuracy estimate available here.
 QS0595
 QS0595.Click photographs - Photos may exist for this station.
 QS0595
 QS0595.The dynamic height is computed by dividing the NAVD 88
 QS0595.geopotential number by the normal gravity value computed on the
 QS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0595.degrees latitude (g = 980.6199 gals.).
 QS0595
 QS0595.The modeled gravity was interpolated from observed gravity values.
 QS0595
 QS0595;                    North         East    Units  Estimated Accuracy
 QS0595;SPC SD N     -   141,520.      476,480.      MT  (+/- 180 meters Scaled)
 QS0595
 QS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ978968(NAD 83)
 QS0595
 QS0595                          SUPERSEDED SURVEY CONTROL
 QS0595
 QS0595.No superseded survey control is available for this station.
 QS0595
 QS0595_MARKER: I = METAL ROD
 QS0595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0595_STAMPING: C 438 1985
 QS0595_MARK LOGO: NGS
 QS0595_PROJECTION: FLUSH
 QS0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0595+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0595_ROD/PIPE-DEPTH: 4.9 meters
 QS0595
 QS0595  HISTORY     - Date     Condition        Report By
 QS0595  HISTORY     - 1985     MONUMENTED       NGS
 QS0595  HISTORY     - 20120724 GOOD             INDIV
 QS0595
 QS0595                          STATION DESCRIPTION
 QS0595
 QS0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0595'7.8 KM (4.85 MI) NORTH FROM DUPREE.
 QS0595'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0595'STREET AT DUPREE, THENCE 4.95 KM (3.08 MI) NORTH ALONG STATE HIGHWAY
 QS0595'65, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE
 QS0595'ROAD, 0.08 KM (0.05 MI) NORTH OF MILEPOST 167, 65.8 METERS (215 FT)
 QS0595'WEST OF THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT) SOUTH OF THE CENTER
 QS0595'OF THE ROAD, 2.6 METERS (8.5 FT) SOUTHWEST OF A POWER POLE WITH ONE
 QS0595'GUY WIRE, 1.1 METERS (3.5 FT) EAST OF THE EAST END OF A WIRE GATE IN
 QS0595'THE EAST-WEST FENCE AND 0.3 METER (1 FT) NORTH OF THE EAST-WEST FENCE.
 QS0595'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0595'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0595'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0595
 QS0595                          STATION RECOVERY (2012)
 QS0595
 QS0595'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0031 ***********************************************************************
 OR0031  DESIGNATION -  C 44
 OR0031  PID         -  OR0031
 OR0031  STATE/COUNTY-  SD/DAVISON
 OR0031  COUNTRY     -  US
 OR0031  USGS QUAD   -  LOOMIS (2017)
 OR0031
 OR0031                         *CURRENT SURVEY CONTROL
 OR0031  ______________________________________________________________________
 OR0031* NAD 83(1986) POSITION- 43 45 37.     (N) 098 04 34.     (W)   SCALED
 OR0031* NAVD 88 ORTHO HEIGHT -   390.955 (meters)     1282.66  (feet) ADJUSTED
 OR0031  ______________________________________________________________________
 OR0031  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 OR0031  DYNAMIC HEIGHT  -        390.860 (meters)     1282.35  (feet) COMP
 OR0031  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 OR0031
 OR0031  VERT ORDER      -  FIRST     CLASS II
 OR0031
 OR0031.The horizontal coordinates were scaled from a map and have
 OR0031.an estimated accuracy of +/- 6 seconds.
 OR0031
 OR0031.The orthometric height was determined by differential leveling and
 OR0031.adjusted by the NATIONAL GEODETIC SURVEY
 OR0031.in June 1991.
 OR0031
 OR0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0031.GEOID18 height accuracy estimate available here.
 OR0031
 OR0031.Click photographs - Photos may exist for this station.
 OR0031
 OR0031.The dynamic height is computed by dividing the NAVD 88
 OR0031.geopotential number by the normal gravity value computed on the
 OR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0031.degrees latitude (g = 980.6199 gals.).
 OR0031
 OR0031.The modeled gravity was interpolated from observed gravity values.
 OR0031
 OR0031;                    North         East    Units  Estimated Accuracy
 OR0031;SPC SD S     -   160,990.      781,730.      MT  (+/- 180 meters Scaled)
 OR0031
 OR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP743456(NAD 83)
 OR0031
 OR0031                          SUPERSEDED SURVEY CONTROL
 OR0031
 OR0031  NGVD 29 (??/??/92)  390.658  (m)         1281.68   (f) ADJ UNCH    1 2
 OR0031
 OR0031.Superseded values are not recommended for survey control.
 OR0031
 OR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0031.See file dsdata.pdf to determine how the superseded data were derived.
 OR0031
 OR0031_MARKER: DB = BENCH MARK DISK
 OR0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0031_SP_SET: BRIDGE
 OR0031_STAMPING: C 44 1934
 OR0031_MARK LOGO: CGS
 OR0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0031+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2012
 OR0031
 OR0031  HISTORY     - Date     Condition        Report By
 OR0031  HISTORY     - 1934     MONUMENTED       CGS
 OR0031  HISTORY     - 1964     GOOD             CGS
 OR0031  HISTORY     - 20050805 GOOD             GEOCAC
 OR0031  HISTORY     - 20120124 GOOD             INDIV
 OR0031
 OR0031                          STATION DESCRIPTION
 OR0031
 OR0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0031'5.2 MI N FROM MITCHELL.
 OR0031'5.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0031'PACIFIC RAILROAD FROM THE FEDERAL BUILDING AT MITCHELL, DAVISON
 OR0031'COUNTY, 4 POLES SOUTH OF MILEPOST 5, AT BRIDGE P 6, IN THE
 OR0031'TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL, AND 7 FEET
 OR0031'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 OR0031'C 44 1934.
 OR0031
 OR0031                          STATION RECOVERY (2005)
 OR0031
 OR0031'RECOVERY NOTE BY GEOCACHING 2005 (JDT)
 OR0031'RECOVERED IN GOOD CONDITION.
 OR0031
 OR0031                          STATION RECOVERY (2012)
 OR0031
 OR0031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1977 ***********************************************************************
 NM1977  DESIGNATION -  C 447
 NM1977  PID         -  NM1977
 NM1977  STATE/COUNTY-  SD/UNION
 NM1977  COUNTRY     -  US
 NM1977  USGS QUAD   -  ALSEN (2017)
 NM1977
 NM1977                         *CURRENT SURVEY CONTROL
 NM1977  ______________________________________________________________________
 NM1977* NAD 83(1986) POSITION- 42 53 42.     (N) 096 47 40.     (W)   SCALED
 NM1977* NAVD 88 ORTHO HEIGHT -   390.108 (meters)     1279.88  (feet) ADJUSTED
 NM1977  ______________________________________________________________________
 NM1977  GEOID HEIGHT    -        -25.524 (meters)                     GEOID18
 NM1977  DYNAMIC HEIGHT  -        390.004 (meters)     1279.54  (feet) COMP
 NM1977  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 NM1977
 NM1977  VERT ORDER      -  FIRST     CLASS II
 NM1977
 NM1977.The horizontal coordinates were scaled from a map and have
 NM1977.an estimated accuracy of +/- 6 seconds.
 NM1977
 NM1977.The orthometric height was determined by differential leveling and
 NM1977.adjusted by the NATIONAL GEODETIC SURVEY
 NM1977.in June 1991.
 NM1977
 NM1977.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1977.GEOID18 height accuracy estimate available here.
 NM1977
 NM1977.Click photographs - Photos may exist for this station.
 NM1977
 NM1977.The dynamic height is computed by dividing the NAVD 88
 NM1977.geopotential number by the normal gravity value computed on the
 NM1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1977.degrees latitude (g = 980.6199 gals.).
 NM1977
 NM1977.The modeled gravity was interpolated from observed gravity values.
 NM1977
 NM1977;                    North         East    Units  Estimated Accuracy
 NM1977;SPC SD S     -    68,550.      888,960.      MT  (+/- 180 meters Scaled)
 NM1977
 NM1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN800515(NAD 83)
 NM1977
 NM1977                          SUPERSEDED SURVEY CONTROL
 NM1977
 NM1977.No superseded survey control is available for this station.
 NM1977
 NM1977_MARKER: I = METAL ROD
 NM1977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1977_STAMPING: C 447 1990
 NM1977_MARK LOGO: NGS
 NM1977_PROJECTION: PROJECTING 3 CENTIMETERS
 NM1977_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1977+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 NM1977_ROD/PIPE-DEPTH: 12.8 meters
 NM1977_SLEEVE-DEPTH  : 0.9 meters
 NM1977
 NM1977  HISTORY     - Date     Condition        Report By
 NM1977  HISTORY     - 1990     MONUMENTED       NGS
 NM1977  HISTORY     - 20120514 GOOD             INDIV
 NM1977
 NM1977                          STATION DESCRIPTION
 NM1977
 NM1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1977'12.2 KM (7.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1977'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.4 KM (0.2 MI)
 NM1977'NORTH OF MILEPOST 34, 39.9 M (130.9 FT) NORTHEAST OF THE SOUTH END OF
 NM1977'A CABLE GUARDRAIL, 32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE
 NM1977'NORTHBOUND LANES OF THE HIGHWAY, 20.2 M (66.3 FT) EAST-SOUTHEAST OF
 NM1977'THE EAST END OF A 36-INCH CULVERT, 5.6 M (18.4 FT) SOUTH OF A T-FENCE
 NM1977'CORNER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 NM1977'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NM1977'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 NM1977'SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1977
 NM1977                          STATION RECOVERY (2012)
 NM1977
 NM1977'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0983 ***********************************************************************
 OQ0983  DESIGNATION -  C 448
 OQ0983  PID         -  OQ0983
 OQ0983  STATE/COUNTY-  SD/LINCOLN
 OQ0983  COUNTRY     -  US
 OQ0983  USGS QUAD   -  TEA (2017)
 OQ0983
 OQ0983                         *CURRENT SURVEY CONTROL
 OQ0983  ______________________________________________________________________
 OQ0983* NAD 83(1986) POSITION- 43 27 10.     (N) 096 47 50.     (W)   SCALED
 OQ0983* NAVD 88 ORTHO HEIGHT -   455.284 (meters)     1493.71  (feet) ADJUSTED
 OQ0983  ______________________________________________________________________
 OQ0983  GEOID HEIGHT    -        -26.365 (meters)                     GEOID18
 OQ0983  DYNAMIC HEIGHT  -        455.160 (meters)     1493.30  (feet) COMP
 OQ0983  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 OQ0983
 OQ0983  VERT ORDER      -  FIRST     CLASS II
 OQ0983
 OQ0983.The horizontal coordinates were scaled from a map and have
 OQ0983.an estimated accuracy of +/- 6 seconds.
 OQ0983
 OQ0983.The orthometric height was determined by differential leveling and
 OQ0983.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0983.in June 1991.
 OQ0983
 OQ0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0983.GEOID18 height accuracy estimate available here.
 OQ0983
 OQ0983.Click photographs - Photos may exist for this station.
 OQ0983
 OQ0983.The dynamic height is computed by dividing the NAVD 88
 OQ0983.geopotential number by the normal gravity value computed on the
 OQ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0983.degrees latitude (g = 980.6199 gals.).
 OQ0983
 OQ0983.The modeled gravity was interpolated from observed gravity values.
 OQ0983
 OQ0983;                    North         East    Units  Estimated Accuracy
 OQ0983;SPC SD S     -   130,450.      886,100.      MT  (+/- 180 meters Scaled)
 OQ0983
 OQ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP782134(NAD 83)
 OQ0983
 OQ0983                          SUPERSEDED SURVEY CONTROL
 OQ0983
 OQ0983.No superseded survey control is available for this station.
 OQ0983
 OQ0983_MARKER: I = METAL ROD
 OQ0983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0983_STAMPING: C 448 1990
 OQ0983_MARK LOGO: NGS
 OQ0983_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0983_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0983+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2011
 OQ0983_ROD/PIPE-DEPTH: 8.5 meters
 OQ0983_SLEEVE-DEPTH  : 0.9 meters
 OQ0983
 OQ0983  HISTORY     - Date     Condition        Report By
 OQ0983  HISTORY     - 1990     MONUMENTED       NGS
 OQ0983  HISTORY     - 20080505 GOOD             INDIV
 OQ0983  HISTORY     - 20081002 GOOD             SDDT
 OQ0983  HISTORY     - 20110302 GOOD             INDIV
 OQ0983
 OQ0983                          STATION DESCRIPTION
 OQ0983
 OQ0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0983'10.4 KM (6.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0983'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.35 KM (0.84 MI) NORTH OF
 OQ0983'MILEPOST 72, 65.7 M (215.6 FT) SOUTH OF A T-FENCE CORNER, 32.0 M
 OQ0983'(105.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ0983'HIGHWAY, 15.4 M (50.5 FT) NORTH OF THE NORTHWEST CORNER OF ELECTRIC
 OQ0983'TRANSFORMER BOX NUMBER LG 2, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 OQ0983'HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE.
 OQ0983'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ0983'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0983
 OQ0983                          STATION RECOVERY (2008)
 OQ0983
 OQ0983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 OQ0983'RECOVERED IN GOOD CONDITION.
 OQ0983
 OQ0983                          STATION RECOVERY (2008)
 OQ0983
 OQ0983'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 OQ0983'RECOVERED AS DESCRIBED
 OQ0983
 OQ0983                          STATION RECOVERY (2011)
 OQ0983
 OQ0983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1013 ***********************************************************************
 OQ1013  DESIGNATION -  C 449
 OQ1013  PID         -  OQ1013
 OQ1013  STATE/COUNTY-  SD/MINNEHAHA
 OQ1013  COUNTRY     -  US
 OQ1013  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1013
 OQ1013                         *CURRENT SURVEY CONTROL
 OQ1013  ______________________________________________________________________
 OQ1013* NAD 83(1986) POSITION- 43 30 59.     (N) 096 42 41.     (W)   SCALED
 OQ1013* NAVD 88 ORTHO HEIGHT -   426.937 (meters)     1400.71  (feet) ADJUSTED
 OQ1013  ______________________________________________________________________
 OQ1013  GEOID HEIGHT    -        -26.375 (meters)                     GEOID18
 OQ1013  DYNAMIC HEIGHT  -        426.823 (meters)     1400.34  (feet) COMP
 OQ1013  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 OQ1013
 OQ1013  VERT ORDER      -  FIRST     CLASS II
 OQ1013
 OQ1013.The horizontal coordinates were scaled from a map and have
 OQ1013.an estimated accuracy of +/- 6 seconds.
 OQ1013
 OQ1013.The orthometric height was determined by differential leveling and
 OQ1013.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1013.in June 1991.
 OQ1013
 OQ1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1013.GEOID18 height accuracy estimate available here.
 OQ1013
 OQ1013.Click photographs - Photos may exist for this station.
 OQ1013
 OQ1013.The dynamic height is computed by dividing the NAVD 88
 OQ1013.geopotential number by the normal gravity value computed on the
 OQ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1013.degrees latitude (g = 980.6199 gals.).
 OQ1013
 OQ1013.The modeled gravity was interpolated from observed gravity values.
 OQ1013
 OQ1013;                    North         East    Units  Estimated Accuracy
 OQ1013;SPC SD S     -   137,810.      892,730.      MT  (+/- 180 meters Scaled)
 OQ1013
 OQ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP849207(NAD 83)
 OQ1013
 OQ1013                          SUPERSEDED SURVEY CONTROL
 OQ1013
 OQ1013.No superseded survey control is available for this station.
 OQ1013
 OQ1013_MARKER: I = METAL ROD
 OQ1013_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1013_STAMPING: C 449 1990
 OQ1013_MARK LOGO: NGS
 OQ1013_PROJECTION: FLUSH
 OQ1013_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1013+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1013_ROD/PIPE-DEPTH: 5.5 meters
 OQ1013_SLEEVE-DEPTH  : 0.9 meters
 OQ1013
 OQ1013  HISTORY     - Date     Condition        Report By
 OQ1013  HISTORY     - 1990     MONUMENTED       NGS
 OQ1013  HISTORY     - 20090315 GOOD             GEOCAC
 OQ1013  HISTORY     - 20110224 GOOD             INDIV
 OQ1013
 OQ1013                          STATION DESCRIPTION
 OQ1013
 OQ1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1013'IN SIOUX FALLS, AT THE INTERSECTION OF 41ST STREET AND CLIFF AVENUE,
 OQ1013'17.9 M (58.7 FT) WEST OF THE CENTERLINE OF THE AVENUE, 13.2 M (43.3
 OQ1013'FT) NORTH OF AND LEVEL WITH THE STREET CENTERLINE, 6.4 M (21.0 FT)
 OQ1013'SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 OQ1013'AND 0.4 M (1.3 FT) EAST-NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO
 OQ1013'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OQ1013'NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1013
 OQ1013                          STATION RECOVERY (2009)
 OQ1013
 OQ1013'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ1013'MARK AND WITNESS POST FOUND IN GOOD CONDITION.
 OQ1013
 OQ1013                          STATION RECOVERY (2011)
 OQ1013
 OQ1013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0077 ***********************************************************************
 PS0077  DESIGNATION -  C 45
 PS0077  PID         -  PS0077
 PS0077  STATE/COUNTY-  SD/BEADLE
 PS0077  COUNTRY     -  US
 PS0077  USGS QUAD   -  VIRGIL (2017)
 PS0077
 PS0077                         *CURRENT SURVEY CONTROL
 PS0077  ______________________________________________________________________
 PS0077* NAD 83(1986) POSITION- 44 15 17.     (N) 098 24 29.     (W)   SCALED
 PS0077* NAVD 88 ORTHO HEIGHT -   410.960 (meters)     1348.29  (feet) ADJUSTED
 PS0077  ______________________________________________________________________
 PS0077  GEOID HEIGHT    -        -25.163 (meters)                     GEOID18
 PS0077  DYNAMIC HEIGHT  -        410.884 (meters)     1348.04  (feet) COMP
 PS0077  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 PS0077
 PS0077  VERT ORDER      -  FIRST     CLASS II
 PS0077
 PS0077.The horizontal coordinates were scaled from a map and have
 PS0077.an estimated accuracy of +/- 6 seconds.
 PS0077
 PS0077.The orthometric height was determined by differential leveling and
 PS0077.adjusted by the NATIONAL GEODETIC SURVEY
 PS0077.in June 1991.
 PS0077
 PS0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0077.GEOID18 height accuracy estimate available here.
 PS0077
 PS0077.Click photographs - Photos may exist for this station.
 PS0077
 PS0077.The dynamic height is computed by dividing the NAVD 88
 PS0077.geopotential number by the normal gravity value computed on the
 PS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0077.degrees latitude (g = 980.6199 gals.).
 PS0077
 PS0077.The modeled gravity was interpolated from observed gravity values.
 PS0077
 PS0077;                    North         East    Units  Estimated Accuracy
 PS0077;SPC SD N     -    48,080.      727,130.      MT  (+/- 180 meters Scaled)
 PS0077
 PS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ472003(NAD 83)
 PS0077
 PS0077                          SUPERSEDED SURVEY CONTROL
 PS0077
 PS0077  NGVD 29 (??/??/92)  410.660  (m)         1347.31   (f) ADJ UNCH    1 2
 PS0077
 PS0077.Superseded values are not recommended for survey control.
 PS0077
 PS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0077.See file dsdata.pdf to determine how the superseded data were derived.
 PS0077
 PS0077_MARKER: DB = BENCH MARK DISK
 PS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0077_STAMPING: C 45 1934
 PS0077_MARK LOGO: CGS
 PS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0077+STABILITY: SURFACE MOTION
 PS0077
 PS0077  HISTORY     - Date     Condition        Report By
 PS0077  HISTORY     - 1934     MONUMENTED       CGS
 PS0077
 PS0077                          STATION DESCRIPTION
 PS0077
 PS0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0077'2.2 MI SE FROM VIRGIL.
 PS0077'ABOUT 2-1/4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0077'AND PACIFIC RAILROAD FROM THE STATION AT VIRGIL, BEADLE COUNTY,
 PS0077'ABOUT 18 POLES SOUTH OF MILEPOST 44, AT A ROAD CROSSING, ABOUT
 PS0077'70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF
 PS0077'THE CENTER LINE OF THE TRACK, AND 3 FEET WEST OF A POLE.  A
 PS0077'STANDARD DISK, STAMPED C 45 1934 AND SET IN THE TOP OF A CONCRETE
 PS0077'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1144 ***********************************************************************
 OR1144  DESIGNATION -  C 45 A
 OR1144  PID         -  OR1144
 OR1144  STATE/COUNTY-  SD/GREGORY
 OR1144  COUNTRY     -  US
 OR1144  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1144
 OR1144                         *CURRENT SURVEY CONTROL
 OR1144  ______________________________________________________________________
 OR1144* NAD 83(1986) POSITION- 43 03 07.     (N) 098 34 01.     (W)   SCALED
 OR1144* NAVD 88 ORTHO HEIGHT -   425.151 (meters)     1394.85  (feet) ADJUSTED
 OR1144  ______________________________________________________________________
 OR1144  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 OR1144  DYNAMIC HEIGHT  -        425.008 (meters)     1394.38  (feet) COMP
 OR1144  MODELED GRAVITY -    980,271.4   (mgal)                       NAVD 88
 OR1144
 OR1144  VERT ORDER      -  FIRST     CLASS II
 OR1144
 OR1144.The horizontal coordinates were scaled from a map and have
 OR1144.an estimated accuracy of +/- 6 seconds.
 OR1144
 OR1144.The orthometric height was determined by differential leveling and
 OR1144.adjusted by the NATIONAL GEODETIC SURVEY
 OR1144.in June 1994.
 OR1144
 OR1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1144.GEOID18 height accuracy estimate available here.
 OR1144
 OR1144.Click photographs - Photos may exist for this station.
 OR1144
 OR1144.The dynamic height is computed by dividing the NAVD 88
 OR1144.geopotential number by the normal gravity value computed on the
 OR1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1144.degrees latitude (g = 980.6199 gals.).
 OR1144
 OR1144.The modeled gravity was interpolated from observed gravity values.
 OR1144
 OR1144;                    North         East    Units  Estimated Accuracy
 OR1144;SPC SD S     -    81,360.      743,890.      MT  (+/- 180 meters Scaled)
 OR1144
 OR1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN352666(NAD 83)
 OR1144
 OR1144                          SUPERSEDED SURVEY CONTROL
 OR1144
 OR1144.No superseded survey control is available for this station.
 OR1144
 OR1144_MARKER: P = PIPE CAP
 OR1144_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OR1144_SP_SET: UNSPECIFIED DEEP
 OR1144_MARK LOGO: NONE
 OR1144_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1144_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1144+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2012
 OR1144_ROD/PIPE-DEPTH: 3.7 meters
 OR1144
 OR1144  HISTORY     - Date     Condition        Report By
 OR1144  HISTORY     - UNK      MONUMENTED       USACE
 OR1144  HISTORY     - 19930929 GOOD             NGS
 OR1144  HISTORY     - 20120125 GOOD             INDIV
 OR1144
 OR1144                          STATION DESCRIPTION
 OR1144
 OR1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1144'4.0 KM (2.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1144'STATE HIGHWAY 46 IN PICKSTOWN, 8.4 M (27.6 FT) SOUTHEAST OF THE
 OR1144'CENTERLINE OF THE HIGHWAY, 2.8 M (9.2 FT) SOUTHWEST OF UTILITY LIGHT
 OR1144'POLE NUMBER 17, 0.3 M (1.0 FT) NORTHEAST OF A STEEL POST WITH TAB
 OR1144'NUMBER C-45 A, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MARK IS
 OR1144'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE POINT
 OR1144'LEVELED IS THE TOP OF AN UNSTAMPED METAL PIPE CAP THAT IS ATTACHED TO
 OR1144'A 2-1/2 IN GALVANIZED STEEL PIPE ENCASED IN A 9-INCH METAL PIPE.
 OR1144'ACCESS TO THE PIPE CAP IS THROUGH A LOCKED METAL COVER.
 OR1144
 OR1144                          STATION RECOVERY (2012)
 OR1144
 OR1144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1940 ***********************************************************************
 NM1940  DESIGNATION -  C 450
 NM1940  PID         -  NM1940
 NM1940  STATE/COUNTY-  SD/UNION
 NM1940  COUNTRY     -  US
 NM1940  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM1940
 NM1940                         *CURRENT SURVEY CONTROL
 NM1940  ______________________________________________________________________
 NM1940* NAD 83(1986) POSITION- 42 30 50.     (N) 096 29 47.     (W)   SCALED
 NM1940* NAVD 88 ORTHO HEIGHT -   335.084 (meters)     1099.35  (feet) ADJUSTED
 NM1940  ______________________________________________________________________
 NM1940  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 NM1940  DYNAMIC HEIGHT  -        334.978 (meters)     1099.01  (feet) COMP
 NM1940  MODELED GRAVITY -    980,295.6   (mgal)                       NAVD 88
 NM1940
 NM1940  VERT ORDER      -  FIRST     CLASS II
 NM1940
 NM1940.The horizontal coordinates were scaled from a map and have
 NM1940.an estimated accuracy of +/- 6 seconds.
 NM1940
 NM1940.The orthometric height was determined by differential leveling and
 NM1940.adjusted by the NATIONAL GEODETIC SURVEY
 NM1940.in June 1991.
 NM1940
 NM1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1940.GEOID18 height accuracy estimate available here.
 NM1940
 NM1940.Click photographs - Photos may exist for this station.
 NM1940
 NM1940.The dynamic height is computed by dividing the NAVD 88
 NM1940.geopotential number by the normal gravity value computed on the
 NM1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1940.degrees latitude (g = 980.6199 gals.).
 NM1940
 NM1940.The modeled gravity was interpolated from observed gravity values.
 NM1940
 NM1940;                    North         East    Units  Estimated Accuracy
 NM1940;SPC SD S     -    27,340.      915,240.      MT  (+/- 180 meters Scaled)
 NM1940
 NM1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN056098(NAD 83)
 NM1940
 NM1940                          SUPERSEDED SURVEY CONTROL
 NM1940
 NM1940.No superseded survey control is available for this station.
 NM1940
 NM1940_MARKER: I = METAL ROD
 NM1940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1940_STAMPING: C 450 1990
 NM1940_MARK LOGO: NGS
 NM1940_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1940_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1940+STABILITY: POSITION/ELEVATION WELL
 NM1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1940+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1940_ROD/PIPE-DEPTH: 36.6 meters
 NM1940_SLEEVE-DEPTH  : 12.2 meters
 NM1940
 NM1940  HISTORY     - Date     Condition        Report By
 NM1940  HISTORY     - 1990     MONUMENTED       NGS
 NM1940  HISTORY     - 20120402 GOOD             INDIV
 NM1940
 NM1940                          STATION DESCRIPTION
 NM1940
 NM1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1940'1.2 KM (0.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1940'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 1.15 KM (0.71 MI)
 NM1940'NORTH OF MILEPOST 1, 51.4 M (168.6 FT) NORTH OF THE MOST EASTERLY 1
 NM1940'OF 2 LEGS OF A HIGHWAY INFORMATION SIGN, 31.9 M (104.7 FT) EAST OF
 NM1940'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.9 M (29.2
 NM1940'FT) NORTH OF THE MOST NORTHERLY 1 OF 2 UTILITY POLES, 1.5 M (4.9 FT)
 NM1940'BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS
 NM1940'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NM1940'LOGO CAP.
 NM1940
 NM1940                          STATION RECOVERY (2012)
 NM1940
 NM1940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1049 ***********************************************************************
 OQ1049  DESIGNATION -  C 451
 OQ1049  PID         -  OQ1049
 OQ1049  STATE/COUNTY-  SD/MOODY
 OQ1049  COUNTRY     -  US
 OQ1049  USGS QUAD   -  COLMAN (2017)
 OQ1049
 OQ1049                         *CURRENT SURVEY CONTROL
 OQ1049  ______________________________________________________________________
 OQ1049* NAD 83(1986) POSITION- 43 57 51.     (N) 096 45 27.     (W)   SCALED
 OQ1049* NAVD 88 ORTHO HEIGHT -   512.137 (meters)     1680.24  (feet) ADJUSTED
 OQ1049  ______________________________________________________________________
 OQ1049  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 OQ1049  DYNAMIC HEIGHT  -        512.016 (meters)     1679.84  (feet) COMP
 OQ1049  MODELED GRAVITY -    980,367.3   (mgal)                       NAVD 88
 OQ1049
 OQ1049  VERT ORDER      -  FIRST     CLASS II
 OQ1049
 OQ1049.The horizontal coordinates were scaled from a map and have
 OQ1049.an estimated accuracy of +/- 6 seconds.
 OQ1049
 OQ1049.The orthometric height was determined by differential leveling and
 OQ1049.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1049.in September 1993.
 OQ1049
 OQ1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1049.GEOID18 height accuracy estimate available here.
 OQ1049
 OQ1049.Click photographs - Photos may exist for this station.
 OQ1049
 OQ1049.The dynamic height is computed by dividing the NAVD 88
 OQ1049.geopotential number by the normal gravity value computed on the
 OQ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1049.degrees latitude (g = 980.6199 gals.).
 OQ1049
 OQ1049.The modeled gravity was interpolated from observed gravity values.
 OQ1049
 OQ1049;                    North         East    Units  Estimated Accuracy
 OQ1049;SPC SD S     -   187,350.      886,870.      MT  (+/- 180 meters Scaled)
 OQ1049
 OQ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799703(NAD 83)
 OQ1049
 OQ1049                          SUPERSEDED SURVEY CONTROL
 OQ1049
 OQ1049.No superseded survey control is available for this station.
 OQ1049
 OQ1049_MARKER: I = METAL ROD
 OQ1049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1049_STAMPING: C 451 1990
 OQ1049_MARK LOGO: NGS
 OQ1049_PROJECTION: PROJECTING 7 CENTIMETERS
 OQ1049_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1049+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2011
 OQ1049_ROD/PIPE-DEPTH: 6.7 meters
 OQ1049_SLEEVE-DEPTH  : 0.9 meters
 OQ1049
 OQ1049  HISTORY     - Date     Condition        Report By
 OQ1049  HISTORY     - 1990     MONUMENTED       NGS
 OQ1049  HISTORY     - 19910619 GOOD             NGS
 OQ1049  HISTORY     - 20110318 GOOD             INDIV
 OQ1049
 OQ1049                          STATION DESCRIPTION
 OQ1049
 OQ1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1049'1.6 KM (1.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1049'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1049'NORTH OF MILEPOST 108, 34.5 M (113.2 FT) EAST OF THE CENTERLINE OF THE
 OQ1049'NORTHBOUND LANES OF THE HIGHWAY, 18.4 M (60.4 FT) SOUTH OF A T-FENCE
 OQ1049'CORNER, 2.6 M (8.5 FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE, 0.6 M
 OQ1049'(2.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 OQ1049'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OQ1049'A 5-INCH LOGO CAP.  THE SLEEVE DOES NOT MEET SPECIFICATIONS FOR A
 OQ1049'CLASS A MONUMENT.
 OQ1049
 OQ1049                          STATION RECOVERY (1991)
 OQ1049
 OQ1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1049'1.6 KM (1.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1049'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1049'NORTH OF MILEPOST 108, 34.5 M (113.2 FT) EAST OF THE CENTERLINE OF THE
 OQ1049'NORTHBOUND LANES OF THE HIGHWAY, 18.4 M (60.4 FT) SOUTH OF A T-FENCE
 OQ1049'CORNER, 2.6 M (8.5 FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE, 0.6 M
 OQ1049'(2.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 OQ1049'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OQ1049'A 5-INCH LOGO CAP.  THE SLEEVE DOES NOT MEET SPECIFICATIONS FOR A
 OQ1049'CLASS A MONUMENT.
 OQ1049
 OQ1049                          STATION RECOVERY (2011)
 OQ1049
 OQ1049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1147 ***********************************************************************
 PR1147  DESIGNATION -  C 452
 PR1147  PID         -  PR1147
 PR1147  STATE/COUNTY-  SD/MOODY
 PR1147  COUNTRY     -  US
 PR1147  USGS QUAD   -  FLANDREAU SW (2017)
 PR1147
 PR1147                         *CURRENT SURVEY CONTROL
 PR1147  ______________________________________________________________________
 PR1147* NAD 83(1986) POSITION- 44 00 28.     (N) 096 37 29.     (W)   SCALED
 PR1147* NAVD 88 ORTHO HEIGHT -   464.201 (meters)     1522.97  (feet) ADJUSTED
 PR1147  ______________________________________________________________________
 PR1147  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 PR1147  DYNAMIC HEIGHT  -        464.093 (meters)     1522.61  (feet) COMP
 PR1147  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 PR1147
 PR1147  VERT ORDER      -  FIRST     CLASS II
 PR1147
 PR1147.The horizontal coordinates were scaled from a map and have
 PR1147.an estimated accuracy of +/- 6 seconds.
 PR1147
 PR1147.The orthometric height was determined by differential leveling and
 PR1147.adjusted by the NATIONAL GEODETIC SURVEY
 PR1147.in June 1991.
 PR1147
 PR1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1147.GEOID18 height accuracy estimate available here.
 PR1147
 PR1147.Click photographs - Photos may exist for this station.
 PR1147
 PR1147.The dynamic height is computed by dividing the NAVD 88
 PR1147.geopotential number by the normal gravity value computed on the
 PR1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1147.degrees latitude (g = 980.6199 gals.).
 PR1147
 PR1147.The modeled gravity was interpolated from observed gravity values.
 PR1147
 PR1147;                    North         East    Units  Estimated Accuracy
 PR1147;SPC SD S     -   192,660.      897,300.      MT  (+/- 180 meters Scaled)
 PR1147
 PR1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP904754(NAD 83)
 PR1147
 PR1147                          SUPERSEDED SURVEY CONTROL
 PR1147
 PR1147.No superseded survey control is available for this station.
 PR1147
 PR1147_MARKER: I = METAL ROD
 PR1147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1147_STAMPING: C 452 1990
 PR1147_MARK LOGO: NGS
 PR1147_PROJECTION: FLUSH
 PR1147_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1147+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1147_ROD/PIPE-DEPTH: 8.1 meters
 PR1147
 PR1147  HISTORY     - Date     Condition        Report By
 PR1147  HISTORY     - 1990     MONUMENTED       NGS
 PR1147
 PR1147                          STATION DESCRIPTION
 PR1147
 PR1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1147'2.7 KM (1.7 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PR1147'3RD STREET IN EGAN, 15.5 M (50.9 FT) NORTH OF THE CENTERLINE OF THE
 PR1147'HIGHWAY, 12.8 M (42.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 PR1147'LEADING NORTH, 3.2 M (10.5 FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT)
 PR1147'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 PR1147'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PR1147'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1155 ***********************************************************************
 OQ1155  DESIGNATION -  C 453
 OQ1155  PID         -  OQ1155
 OQ1155  STATE/COUNTY-  SD/HANSON
 OQ1155  COUNTRY     -  US
 OQ1155  USGS QUAD   -  SPENCER (2017)
 OQ1155
 OQ1155                         *CURRENT SURVEY CONTROL
 OQ1155  ______________________________________________________________________
 OQ1155* NAD 83(1986) POSITION- 43 39 54.     (N) 097 36 29.     (W)   SCALED
 OQ1155* NAVD 88 ORTHO HEIGHT -   426.211 (meters)     1398.33  (feet) ADJUSTED
 OQ1155  ______________________________________________________________________
 OQ1155  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 OQ1155  DYNAMIC HEIGHT  -        426.108 (meters)     1397.99  (feet) COMP
 OQ1155  MODELED GRAVITY -    980,366.1   (mgal)                       NAVD 88
 OQ1155
 OQ1155  VERT ORDER      -  FIRST     CLASS II
 OQ1155
 OQ1155.The horizontal coordinates were scaled from a map and have
 OQ1155.an estimated accuracy of +/- 6 seconds.
 OQ1155
 OQ1155.The orthometric height was determined by differential leveling and
 OQ1155.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1155.in September 1993.
 OQ1155
 OQ1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1155.GEOID18 height accuracy estimate available here.
 OQ1155
 OQ1155.Click photographs - Photos may exist for this station.
 OQ1155
 OQ1155.The dynamic height is computed by dividing the NAVD 88
 OQ1155.geopotential number by the normal gravity value computed on the
 OQ1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1155.degrees latitude (g = 980.6199 gals.).
 OQ1155
 OQ1155.The modeled gravity was interpolated from observed gravity values.
 OQ1155
 OQ1155;                    North         East    Units  Estimated Accuracy
 OQ1155;SPC SD S     -   151,540.      819,750.      MT  (+/- 180 meters Scaled)
 OQ1155
 OQ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP122356(NAD 83)
 OQ1155
 OQ1155                          SUPERSEDED SURVEY CONTROL
 OQ1155
 OQ1155.No superseded survey control is available for this station.
 OQ1155
 OQ1155_MARKER: I = METAL ROD
 OQ1155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1155_STAMPING: C 453 1991
 OQ1155_MARK LOGO: NGS
 OQ1155_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1155_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1155+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1155_ROD/PIPE-DEPTH: 6.3 meters
 OQ1155_SLEEVE-DEPTH  : 0.9 meters
 OQ1155
 OQ1155  HISTORY     - Date     Condition        Report By
 OQ1155  HISTORY     - 1991     MONUMENTED       NGS
 OQ1155  HISTORY     - 20120202 GOOD             INDIV
 OQ1155
 OQ1155                          STATION DESCRIPTION
 OQ1155
 OQ1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1155'14.4 KM (8.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1155'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 40.7 M (133.5
 OQ1155'FT) SOUTHWEST OF MILEPOST 353, 37.1 M (121.7 FT) SOUTH OF THE
 OQ1155'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 37.1 M (121.7 FT)
 OQ1155'WEST OF A BRACED FENCE POST, 0.5 M (1.6 FT) NORTH OF A WITNESS POST
 OQ1155'AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OQ1155'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1155'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1155
 OQ1155                          STATION RECOVERY (2012)
 OQ1155
 OQ1155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0988 ***********************************************************************
 OR0988  DESIGNATION -  C 454
 OR0988  PID         -  OR0988
 OR0988  STATE/COUNTY-  SD/AURORA
 OR0988  COUNTRY     -  US
 OR0988  USGS QUAD   -  PLANKINTON (2017)
 OR0988
 OR0988                         *CURRENT SURVEY CONTROL
 OR0988  ______________________________________________________________________
 OR0988* NAD 83(1986) POSITION- 43 41 43.     (N) 098 23 15.     (W)   SCALED
 OR0988* NAVD 88 ORTHO HEIGHT -   447.486 (meters)     1468.13  (feet) ADJUSTED
 OR0988  ______________________________________________________________________
 OR0988  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 OR0988  DYNAMIC HEIGHT  -        447.373 (meters)     1467.76  (feet) COMP
 OR0988  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 OR0988
 OR0988  VERT ORDER      -  FIRST     CLASS II
 OR0988
 OR0988.The horizontal coordinates were scaled from a map and have
 OR0988.an estimated accuracy of +/- 6 seconds.
 OR0988
 OR0988.The orthometric height was determined by differential leveling and
 OR0988.adjusted by the NATIONAL GEODETIC SURVEY
 OR0988.in September 1993.
 OR0988
 OR0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0988.GEOID18 height accuracy estimate available here.
 OR0988
 OR0988.Click photographs - Photos may exist for this station.
 OR0988
 OR0988.The dynamic height is computed by dividing the NAVD 88
 OR0988.geopotential number by the normal gravity value computed on the
 OR0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0988.degrees latitude (g = 980.6199 gals.).
 OR0988
 OR0988.The modeled gravity was interpolated from observed gravity values.
 OR0988
 OR0988;                    North         East    Units  Estimated Accuracy
 OR0988;SPC SD S     -   153,140.      756,840.      MT  (+/- 180 meters Scaled)
 OR0988
 OR0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP493382(NAD 83)
 OR0988
 OR0988                          SUPERSEDED SURVEY CONTROL
 OR0988
 OR0988.No superseded survey control is available for this station.
 OR0988
 OR0988_MARKER: I = METAL ROD
 OR0988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0988_STAMPING: C 454 1991
 OR0988_MARK LOGO: NGS
 OR0988_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0988_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0988+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0988_ROD/PIPE-DEPTH: 6.9 meters
 OR0988_SLEEVE-DEPTH  : 0.9 meters
 OR0988
 OR0988  HISTORY     - Date     Condition        Report By
 OR0988  HISTORY     - 1991     MONUMENTED       NGS
 OR0988  HISTORY     - 20120208 GOOD             INDIV
 OR0988
 OR0988                          STATION DESCRIPTION
 OR0988
 OR0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0988'8.1 KM (5.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0988'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0988'0.5 KM (0.3 MI) EAST OF MILEPOST 313, 30.8 M (101.0 FT) SOUTH OF THE
 OR0988'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 15.9 M (52.2 FT)
 OR0988'EAST OF A BRACED FENCE POST, 13.0 M (42.7 FT) NORTHWEST OF A UTILITY
 OR0988'POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0
 OR0988'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OR0988'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OR0988'THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0988
 OR0988                          STATION RECOVERY (2012)
 OR0988
 OR0988'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1137 ***********************************************************************
 OQ1137  DESIGNATION -  C 455
 OQ1137  PID         -  OQ1137
 OQ1137  STATE/COUNTY-  SD/MCCOOK
 OQ1137  COUNTRY     -  US
 OQ1137  USGS QUAD   -  MONTROSE (2017)
 OQ1137
 OQ1137                         *CURRENT SURVEY CONTROL
 OQ1137  ______________________________________________________________________
 OQ1137* NAD 83(1986) POSITION- 43 39 57.     (N) 097 14 58.     (W)   SCALED
 OQ1137* NAVD 88 ORTHO HEIGHT -   475.017 (meters)     1558.45  (feet) ADJUSTED
 OQ1137  ______________________________________________________________________
 OQ1137  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 OQ1137  DYNAMIC HEIGHT  -        474.895 (meters)     1558.05  (feet) COMP
 OQ1137  MODELED GRAVITY -    980,347.7   (mgal)                       NAVD 88
 OQ1137
 OQ1137  VERT ORDER      -  FIRST     CLASS II
 OQ1137
 OQ1137.The horizontal coordinates were scaled from a map and have
 OQ1137.an estimated accuracy of +/- 6 seconds.
 OQ1137
 OQ1137.The orthometric height was determined by differential leveling and
 OQ1137.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1137.in September 1993.
 OQ1137
 OQ1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1137.GEOID18 height accuracy estimate available here.
 OQ1137
 OQ1137.Click photographs - Photos may exist for this station.
 OQ1137
 OQ1137.The dynamic height is computed by dividing the NAVD 88
 OQ1137.geopotential number by the normal gravity value computed on the
 OQ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1137.degrees latitude (g = 980.6199 gals.).
 OQ1137
 OQ1137.The modeled gravity was interpolated from observed gravity values.
 OQ1137
 OQ1137;                    North         East    Units  Estimated Accuracy
 OQ1137;SPC SD S     -   152,650.      848,650.      MT  (+/- 180 meters Scaled)
 OQ1137
 OQ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP411362(NAD 83)
 OQ1137
 OQ1137                          SUPERSEDED SURVEY CONTROL
 OQ1137
 OQ1137.No superseded survey control is available for this station.
 OQ1137
 OQ1137_MARKER: I = METAL ROD
 OQ1137_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1137_STAMPING: C 455 1991
 OQ1137_MARK LOGO: NGS
 OQ1137_PROJECTION: FLUSH
 OQ1137_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1137+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 OQ1137_ROD/PIPE-DEPTH: 14.5 meters
 OQ1137_SLEEVE-DEPTH  : 0.7 meters
 OQ1137
 OQ1137  HISTORY     - Date     Condition        Report By
 OQ1137  HISTORY     - 1991     MONUMENTED       NGS
 OQ1137  HISTORY     - 20120213 GOOD             INDIV
 OQ1137
 OQ1137                          STATION DESCRIPTION
 OQ1137
 OQ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1137'13.9 KM (8.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1137'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1137'70.2 M (230.3 FT) SOUTHEAST OF MILEPOST 371, 49.5 M (162.4 FT) SOUTH
 OQ1137'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 4.1 M (13.5
 OQ1137'FT) WEST OF A T-FENCE CORNER, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE
 OQ1137'HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1137'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1137'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1137
 OQ1137                          STATION RECOVERY (2012)
 OQ1137
 OQ1137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0829 ***********************************************************************
 OS0829  DESIGNATION -  C 456
 OS0829  PID         -  OS0829
 OS0829  STATE/COUNTY-  SD/LYMAN
 OS0829  COUNTRY     -  US
 OS0829  USGS QUAD   -  VIVIAN (2017)
 OS0829
 OS0829                         *CURRENT SURVEY CONTROL
 OS0829  ______________________________________________________________________
 OS0829* NAD 83(1986) POSITION- 43 54 43.     (N) 100 19 45.     (W)   SCALED
 OS0829* NAVD 88 ORTHO HEIGHT -   615.324 (meters)     2018.78  (feet) ADJUSTED
 OS0829  ______________________________________________________________________
 OS0829  GEOID HEIGHT    -        -24.700 (meters)                     GEOID18
 OS0829  DYNAMIC HEIGHT  -        615.136 (meters)     2018.16  (feet) COMP
 OS0829  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 OS0829
 OS0829  VERT ORDER      -  FIRST     CLASS II
 OS0829
 OS0829.The horizontal coordinates were scaled from a map and have
 OS0829.an estimated accuracy of +/- 6 seconds.
 OS0829
 OS0829.The orthometric height was determined by differential leveling and
 OS0829.adjusted by the NATIONAL GEODETIC SURVEY
 OS0829.in September 1993.
 OS0829
 OS0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0829.GEOID18 height accuracy estimate available here.
 OS0829
 OS0829.Click photographs - Photos may exist for this station.
 OS0829
 OS0829.The dynamic height is computed by dividing the NAVD 88
 OS0829.geopotential number by the normal gravity value computed on the
 OS0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0829.degrees latitude (g = 980.6199 gals.).
 OS0829
 OS0829.The modeled gravity was interpolated from observed gravity values.
 OS0829
 OS0829;                    North         East    Units  Estimated Accuracy
 OS0829;SPC SD S     -   175,370.      600,340.      MT  (+/- 180 meters Scaled)
 OS0829
 OS0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP932629(NAD 83)
 OS0829
 OS0829                          SUPERSEDED SURVEY CONTROL
 OS0829
 OS0829.No superseded survey control is available for this station.
 OS0829
 OS0829_MARKER: I = METAL ROD
 OS0829_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0829_STAMPING: C 456 1991
 OS0829_MARK LOGO: NGS
 OS0829_PROJECTION: FLUSH
 OS0829_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0829+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 OS0829_ROD/PIPE-DEPTH: 1.9 meters
 OS0829_SLEEVE-DEPTH  : 0.8 meters
 OS0829
 OS0829  HISTORY     - Date     Condition        Report By
 OS0829  HISTORY     - 1991     MONUMENTED       NGS
 OS0829  HISTORY     - 20120621 GOOD             INDIV
 OS0829
 OS0829                          STATION DESCRIPTION
 OS0829
 OS0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0829'31.3 KM (19.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0829'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 54.9 M (180.1 FT)
 OS0829'EAST-SOUTHEAST OF MILEPOST 212, 28.9 M (94.8 FT) SOUTH OF THE
 OS0829'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 6.3 M (20.7 FT)
 OS0829'EAST OF A BRACED FENCE POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF
 OS0829'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0829'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OS0829'CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 OS0829
 OS0829                          STATION RECOVERY (2012)
 OS0829
 OS0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0847 ***********************************************************************
 OS0847  DESIGNATION -  C 457
 OS0847  PID         -  OS0847
 OS0847  STATE/COUNTY-  SD/JONES
 OS0847  COUNTRY     -  US
 OS0847  USGS QUAD   -  MURDO (2017)
 OS0847
 OS0847                         *CURRENT SURVEY CONTROL
 OS0847  ______________________________________________________________________
 OS0847* NAD 83(1986) POSITION- 43 53 03.     (N) 100 41 04.     (W)   SCALED
 OS0847* NAVD 88 ORTHO HEIGHT -   694.057 (meters)     2277.09  (feet) ADJUSTED
 OS0847  ______________________________________________________________________
 OS0847  GEOID HEIGHT    -        -24.114 (meters)                     GEOID18
 OS0847  DYNAMIC HEIGHT  -        693.831 (meters)     2276.34  (feet) COMP
 OS0847  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 OS0847
 OS0847  VERT ORDER      -  FIRST     CLASS II
 OS0847
 OS0847.The horizontal coordinates were scaled from a map and have
 OS0847.an estimated accuracy of +/- 6 seconds.
 OS0847
 OS0847.The orthometric height was determined by differential leveling and
 OS0847.adjusted by the NATIONAL GEODETIC SURVEY
 OS0847.in September 1993.
 OS0847
 OS0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0847.GEOID18 height accuracy estimate available here.
 OS0847
 OS0847.Click photographs - Photos may exist for this station.
 OS0847
 OS0847.The dynamic height is computed by dividing the NAVD 88
 OS0847.geopotential number by the normal gravity value computed on the
 OS0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0847.degrees latitude (g = 980.6199 gals.).
 OS0847
 OS0847.The modeled gravity was interpolated from observed gravity values.
 OS0847
 OS0847;                    North         East    Units  Estimated Accuracy
 OS0847;SPC SD S     -   172,350.      571,790.      MT  (+/- 180 meters Scaled)
 OS0847
 OS0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP646603(NAD 83)
 OS0847
 OS0847                          SUPERSEDED SURVEY CONTROL
 OS0847
 OS0847.No superseded survey control is available for this station.
 OS0847
 OS0847_MARKER: I = METAL ROD
 OS0847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0847_STAMPING: C 457 1991
 OS0847_MARK LOGO: NGS
 OS0847_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0847_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0847+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 OS0847_ROD/PIPE-DEPTH: 5.5 meters
 OS0847_SLEEVE-DEPTH  : 0.9 meters
 OS0847
 OS0847  HISTORY     - Date     Condition        Report By
 OS0847  HISTORY     - 1991     MONUMENTED       NGS
 OS0847  HISTORY     - 20130113 GOOD             INDIV
 OS0847
 OS0847                          STATION DESCRIPTION
 OS0847
 OS0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0847'1.7 KM (1.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0847'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 1.1 KM (0.7
 OS0847'MI) EAST OF MILEPOST 193, 48.6 M (159.4 FT) NORTHEAST OF A FENCE
 OS0847'CORNER, 47.7 M (156.5 FT) SOUTHWEST OF A BRACED FENCE POST, 28.6 M
 OS0847'(93.8 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0847'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3
 OS0847'FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OS0847'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OS0847'THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0847
 OS0847                          STATION RECOVERY (2013)
 OS0847
 OS0847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0883 ***********************************************************************
 OS0883  DESIGNATION -  C 458
 OS0883  PID         -  OS0883
 OS0883  STATE/COUNTY-  SD/JONES
 OS0883  COUNTRY     -  US
 OS0883  USGS QUAD   -  MURDO SW (2017)
 OS0883
 OS0883                         *CURRENT SURVEY CONTROL
 OS0883  ______________________________________________________________________
 OS0883* NAD 83(1986) POSITION- 43 51 02.     (N) 100 42 14.     (W)   SCALED
 OS0883* NAVD 88 ORTHO HEIGHT -   672.224 (meters)     2205.45  (feet) ADJUSTED
 OS0883  ______________________________________________________________________
 OS0883  GEOID HEIGHT    -        -24.135 (meters)                     GEOID18
 OS0883  DYNAMIC HEIGHT  -        672.001 (meters)     2204.72  (feet) COMP
 OS0883  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 OS0883
 OS0883  VERT ORDER      -  FIRST     CLASS II
 OS0883
 OS0883.The horizontal coordinates were scaled from a map and have
 OS0883.an estimated accuracy of +/- 6 seconds.
 OS0883
 OS0883.The orthometric height was determined by differential leveling and
 OS0883.adjusted by the NATIONAL GEODETIC SURVEY
 OS0883.in June 1994.
 OS0883
 OS0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0883.GEOID18 height accuracy estimate available here.
 OS0883
 OS0883.Click photographs - Photos may exist for this station.
 OS0883
 OS0883.The dynamic height is computed by dividing the NAVD 88
 OS0883.geopotential number by the normal gravity value computed on the
 OS0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0883.degrees latitude (g = 980.6199 gals.).
 OS0883
 OS0883.The modeled gravity was interpolated from observed gravity values.
 OS0883
 OS0883;                    North         East    Units  Estimated Accuracy
 OS0883;SPC SD S     -   168,620.      570,210.      MT  (+/- 180 meters Scaled)
 OS0883
 OS0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP630566(NAD 83)
 OS0883
 OS0883                          SUPERSEDED SURVEY CONTROL
 OS0883
 OS0883.No superseded survey control is available for this station.
 OS0883
 OS0883_MARKER: I = METAL ROD
 OS0883_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0883_STAMPING: C 458 1992
 OS0883_MARK LOGO: NGS
 OS0883_PROJECTION: FLUSH
 OS0883_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0883+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0883_ROD/PIPE-DEPTH: 4.9 meters
 OS0883_SLEEVE-DEPTH  : 0.9 meters
 OS0883
 OS0883  HISTORY     - Date     Condition        Report By
 OS0883  HISTORY     - 1992     MONUMENTED       NGS
 OS0883  HISTORY     - 20010514 POOR             INDIV
 OS0883
 OS0883                          STATION DESCRIPTION
 OS0883
 OS0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0883'3.6 KM (2.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0883'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 89.7 M (294.3 FT) EAST
 OS0883'OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 8.7 M (28.5 FT)
 OS0883'NORTH OF THE CENTER OF A GRAVELED ROAD, 4.8 M (15.7 FT) EAST OF THE
 OS0883'CENTER OF A FIELD ENTRANCE AND GATE, AND 0.3 M (1.0 FT) SOUTH OF A
 OS0883'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0883'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OS0883'FOR A CLASS A MARK.
 OS0883
 OS0883                          STATION RECOVERY (2001)
 OS0883
 OS0883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAN)
 OS0883'THE STEEL ROD HAS BEEN REMOVED FROM INSIDE OF THE PVC PIPE, OTHERWISE
 OS0883'THE MARK IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0901 ***********************************************************************
 OS0901  DESIGNATION -  C 459
 OS0901  PID         -  OS0901
 OS0901  STATE/COUNTY-  SD/MELLETTE
 OS0901  COUNTRY     -  US
 OS0901  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0901
 OS0901                         *CURRENT SURVEY CONTROL
 OS0901  ______________________________________________________________________
 OS0901* NAD 83(1986) POSITION- 43 30 10.02   (N) 100 44 00.29   (W)   HD_HELD1
 OS0901* NAVD 88 ORTHO HEIGHT -   627.680 (meters)     2059.31  (feet) ADJUSTED
 OS0901  ______________________________________________________________________
 OS0901  GEOID HEIGHT    -        -23.775 (meters)                     GEOID18
 OS0901  DYNAMIC HEIGHT  -        627.448 (meters)     2058.55  (feet) COMP
 OS0901  MODELED GRAVITY -    980,231.5   (mgal)                       NAVD 88
 OS0901
 OS0901  VERT ORDER      -  FIRST     CLASS II
 OS0901
 OS0901.The horizontal coordinates were determined by differentially corrected
 OS0901.hand held GPS observations or other comparable positioning techniques
 OS0901.and have an estimated accuracy of +/- 3 meters.
 OS0901
 OS0901.The orthometric height was determined by differential leveling and
 OS0901.adjusted by the NATIONAL GEODETIC SURVEY
 OS0901.in June 1994.
 OS0901
 OS0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0901.GEOID18 height accuracy estimate available here.
 OS0901
 OS0901.Click photographs - Photos may exist for this station.
 OS0901
 OS0901.The dynamic height is computed by dividing the NAVD 88
 OS0901.geopotential number by the normal gravity value computed on the
 OS0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0901.degrees latitude (g = 980.6199 gals.).
 OS0901
 OS0901.The modeled gravity was interpolated from observed gravity values.
 OS0901
 OS0901;                    North         East    Units  Estimated Accuracy
 OS0901;SPC SD S     -   129,993.2     567,647.4     MT  (+/- 3 meters HH1 GPS) 
 OS0901
 OS0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5986818109(NAD 83)
 OS0901
 OS0901                          SUPERSEDED SURVEY CONTROL
 OS0901
 OS0901.No superseded survey control is available for this station.
 OS0901
 OS0901_MARKER: I = METAL ROD
 OS0901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0901_STAMPING: C 459 1992
 OS0901_MARK LOGO: NGS
 OS0901_PROJECTION: FLUSH
 OS0901_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0901+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0901_ROD/PIPE-DEPTH: 1.0 meters
 OS0901_SLEEVE-DEPTH  : 0.9 meters
 OS0901
 OS0901  HISTORY     - Date     Condition        Report By
 OS0901  HISTORY     - 1992     MONUMENTED       NGS
 OS0901
 OS0901                          STATION DESCRIPTION
 OS0901
 OS0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0901'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0901'IN WHITE RIVER, THENCE 7.7 KM (4.80 MI) SOUTHERLY ALONG U.S. HIGHWAY
 OS0901'83, 30.0 M (98.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.2
 OS0901'M (33.5 FT) NORTHEAST OF THE CENTER OF A HIGHWAY APPROACH AND GATE,
 OS0901'1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 OS0901'SOUTHEAST OF A WITNESS POST AND GATE.  NOTE--ACCESS TO THE DATUM
 OS0901'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OS0901'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0002 ***********************************************************************
 PS0002  DESIGNATION -  C 46
 PS0002  PID         -  PS0002
 PS0002  STATE/COUNTY-  SD/SPINK
 PS0002  COUNTRY     -  US
 PS0002  USGS QUAD   -  FRANKFORT SW (2017)
 PS0002
 PS0002                         *CURRENT SURVEY CONTROL
 PS0002  ______________________________________________________________________
 PS0002* NAD 83(1986) POSITION- 44 49 18.     (N) 098 29 28.     (W)   SCALED
 PS0002* NAVD 88 ORTHO HEIGHT -   404.985 (meters)     1328.69  (feet) ADJUSTED
 PS0002  ______________________________________________________________________
 PS0002  GEOID HEIGHT    -        -24.315 (meters)                     GEOID18
 PS0002  DYNAMIC HEIGHT  -        404.938 (meters)     1328.53  (feet) COMP
 PS0002  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 PS0002
 PS0002  VERT ORDER      -  FIRST     CLASS II
 PS0002
 PS0002.The horizontal coordinates were scaled from a map and have
 PS0002.an estimated accuracy of +/- 6 seconds.
 PS0002
 PS0002.The orthometric height was determined by differential leveling and
 PS0002.adjusted by the NATIONAL GEODETIC SURVEY
 PS0002.in June 1991.
 PS0002
 PS0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0002.GEOID18 height accuracy estimate available here.
 PS0002
 PS0002.Click photographs - Photos may exist for this station.
 PS0002
 PS0002.The dynamic height is computed by dividing the NAVD 88
 PS0002.geopotential number by the normal gravity value computed on the
 PS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0002.degrees latitude (g = 980.6199 gals.).
 PS0002
 PS0002.The modeled gravity was interpolated from observed gravity values.
 PS0002
 PS0002;                    North         East    Units  Estimated Accuracy
 PS0002;SPC SD N     -   110,940.      719,330.      MT  (+/- 180 meters Scaled)
 PS0002
 PS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ402632(NAD 83)
 PS0002
 PS0002                          SUPERSEDED SURVEY CONTROL
 PS0002
 PS0002  NGVD 29 (??/??/92)  404.687  (m)         1327.71   (f) ADJ UNCH    1 2
 PS0002
 PS0002.Superseded values are not recommended for survey control.
 PS0002
 PS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0002.See file dsdata.pdf to determine how the superseded data were derived.
 PS0002
 PS0002_MARKER: DB = BENCH MARK DISK
 PS0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0002_STAMPING: C 46 1934
 PS0002_MARK LOGO: CGS
 PS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0002+STABILITY: SURFACE MOTION
 PS0002
 PS0002  HISTORY     - Date     Condition        Report By
 PS0002  HISTORY     - 1934     MONUMENTED       CGS
 PS0002
 PS0002                          STATION DESCRIPTION
 PS0002
 PS0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0002'4.5 MI S FROM REDFIELD.
 PS0002'4-1/2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0002'PACIFIC RAILROAD FROM THE POST OFFICE AT REDFIELD, SPINK COUNTY,
 PS0002'AT A ROAD CROSSING, ABOUT 115 FEET SOUTH OF THE CENTERLINE OF THE
 PS0002'ROAD, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 8 FEET
 PS0002'NORTH OF A POLE.  A STANDARD DISK, STAMPED C 46 1934, AND SET IN
 PS0002'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8803 ***********************************************************************
 AB8803  CBN         -  This is a Cooperative Base Network Control Station.
 AB8803  DESIGNATION -  C 460
 AB8803  PID         -  AB8803
 AB8803  STATE/COUNTY-  SD/BROOKINGS
 AB8803  COUNTRY     -  US
 AB8803  USGS QUAD   -  WHITE SE (2017)
 AB8803
 AB8803                         *CURRENT SURVEY CONTROL
 AB8803  ______________________________________________________________________
 AB8803* NAD 83(2011) POSITION- 44 18 46.16654(N) 096 35 14.73924(W)   ADJUSTED
 AB8803* NAD 83(2011) ELLIP HT-   491.010 (meters)        (06/27/12)   ADJUSTED
 AB8803* NAD 83(2011) EPOCH   -  2010.00
 AB8803* NAVD 88 ORTHO HEIGHT -   516.574 (meters)     1694.79  (feet) ADJUSTED
 AB8803  ______________________________________________________________________
 AB8803  GEOID HEIGHT    -        -25.578 (meters)                     GEOID18
 AB8803  NAD 83(2011) X  -   -524,451.719 (meters)                     COMP
 AB8803  NAD 83(2011) Y  - -4,541,431.585 (meters)                     COMP
 AB8803  NAD 83(2011) Z  -  4,433,372.496 (meters)                     COMP
 AB8803  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 AB8803  DYNAMIC HEIGHT  -        516.475 (meters)     1694.47  (feet) COMP
 AB8803  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 AB8803
 AB8803  VERT ORDER      -  FIRST     CLASS II
 AB8803
 AB8803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8803  Standards:
 AB8803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8803  -------------------------------------------------------------------
 AB8803  NETWORK    0.62   1.22           0.28   0.22   0.62      0.01588107
 AB8803  -------------------------------------------------------------------
 AB8803  Click here for local accuracies and other accuracy information.
 AB8803
 AB8803.The horizontal coordinates were established by GPS observations
 AB8803.and adjusted by the National Geodetic Survey in June 2012.
 AB8803
 AB8803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8803.been affixed to the stable North American tectonic plate. See 
 AB8803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8803
 AB8803.The horizontal coordinates are valid at the epoch date displayed above
 AB8803.which is a decimal equivalence of Year/Month/Day.
 AB8803
 AB8803.The orthometric height was determined by differential leveling and
 AB8803.adjusted by the NATIONAL GEODETIC SURVEY
 AB8803.in October 1997.
 AB8803
 AB8803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8803.GEOID18 height accuracy estimate available here.
 AB8803
 AB8803.Click photographs - Photos may exist for this station.
 AB8803
 AB8803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8803
 AB8803.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8803
 AB8803.The ellipsoidal height was determined by GPS observations
 AB8803.and is referenced to NAD 83.
 AB8803
 AB8803.The dynamic height is computed by dividing the NAVD 88
 AB8803.geopotential number by the normal gravity value computed on the
 AB8803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8803.degrees latitude (g = 980.6199 gals.).
 AB8803
 AB8803.The modeled gravity was interpolated from observed gravity values.
 AB8803
 AB8803. The following values were computed from the NAD 83(2011) position.
 AB8803
 AB8803;                    North         East     Units Scale Factor Converg.
 AB8803;SPC SD N     -    59,020.332   872,192.464   MT  1.00002151   +2 24 54.7
 AB8803;SPC SD N     -   193,635.87  2,861,518.11   sFT  1.00002151   +2 24 54.7
 AB8803;UTM  14      - 4,909,449.181   692,408.113   MT  1.00005531   +1 41 09.2
 AB8803
 AB8803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8803!SPC SD N     -   0.99992302  x   1.00002151  =   0.99994452
 AB8803!UTM  14      -   0.99992302  x   1.00005531  =   0.99997832
 AB8803
 AB8803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9240809449(NAD 83)
 AB8803
 AB8803                          SUPERSEDED SURVEY CONTROL
 AB8803
 AB8803  NAD 83(2007)-  44 18 46.16651(N)    096 35 14.74020(W) AD(2002.00) 0
 AB8803  ELLIP H (02/10/07)  491.042  (m)                       GP(2002.00)    
 AB8803  NAD 83(1996)-  44 18 46.16631(N)    096 35 14.73996(W) AD(       ) A
 AB8803  ELLIP H (06/23/03)  491.051  (m)                       GP(       ) 3 1
 AB8803  NAVD 88             516.58   (m)         1694.8    (f) LEVELING    3  
 AB8803
 AB8803.Superseded values are not recommended for survey control.
 AB8803
 AB8803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8803.See file dsdata.pdf to determine how the superseded data were derived.
 AB8803
 AB8803_MARKER: I = METAL ROD
 AB8803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8803_STAMPING: C 460 1994
 AB8803_MARK LOGO: NGS
 AB8803_PROJECTION: FLUSH
 AB8803_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8803+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 AB8803_ROD/PIPE-DEPTH: 11.3 meters
 AB8803_SLEEVE-DEPTH  : 0.90 meters
 AB8803
 AB8803  HISTORY     - Date     Condition        Report By
 AB8803  HISTORY     - 1994     MONUMENTED       NGS
 AB8803  HISTORY     - 20020603 GOOD             SDDT
 AB8803
 AB8803                          STATION DESCRIPTION
 AB8803
 AB8803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8803'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8803'INTERSTATE HIGHWAY 29 IN BROOKINGS, 786.0 M (2578.7 FT) WEST OF
 AB8803'MILEPOST 431, 179.5 M (588.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4
 AB8803'M (30.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 4.6 M (15.1 FT)
 AB8803'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT) BELOW THE
 AB8803'LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 AB8803'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8803'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8803
 AB8803                          STATION RECOVERY (2002)
 AB8803
 AB8803'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB8803'RECOVERED AS DESCRIBED
 AB8803'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8829 ***********************************************************************
 AB8829  DESIGNATION -  C 461
 AB8829  PID         -  AB8829
 AB8829  STATE/COUNTY-  SD/BROOKINGS
 AB8829  COUNTRY     -  US
 AB8829  USGS QUAD   -  LAKE SINAI (2017)
 AB8829
 AB8829                         *CURRENT SURVEY CONTROL
 AB8829  ______________________________________________________________________
 AB8829* NAD 83(1986) POSITION- 44 19 34.     (N) 097 03 34.     (W)   SCALED
 AB8829* NAVD 88 ORTHO HEIGHT -   537.056 (meters)     1761.99  (feet) ADJUSTED
 AB8829  ______________________________________________________________________
 AB8829  GEOID HEIGHT    -        -25.180 (meters)                     GEOID18
 AB8829  DYNAMIC HEIGHT  -        536.953 (meters)     1761.65  (feet) COMP
 AB8829  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 AB8829
 AB8829  VERT ORDER      -  FIRST     CLASS II
 AB8829
 AB8829.The horizontal coordinates were scaled from a map and have
 AB8829.an estimated accuracy of +/- 6 seconds.
 AB8829
 AB8829.The orthometric height was determined by differential leveling and
 AB8829.adjusted by the NATIONAL GEODETIC SURVEY
 AB8829.in October 1997.
 AB8829
 AB8829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8829.GEOID18 height accuracy estimate available here.
 AB8829
 AB8829.Click photographs - Photos may exist for this station.
 AB8829
 AB8829.The dynamic height is computed by dividing the NAVD 88
 AB8829.geopotential number by the normal gravity value computed on the
 AB8829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8829.degrees latitude (g = 980.6199 gals.).
 AB8829
 AB8829.The modeled gravity was interpolated from observed gravity values.
 AB8829
 AB8829;                    North         East    Units  Estimated Accuracy
 AB8829;SPC SD N     -    59,020.      834,510.      MT  (+/- 180 meters Scaled)
 AB8829
 AB8829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ547099(NAD 83)
 AB8829
 AB8829                          SUPERSEDED SURVEY CONTROL
 AB8829
 AB8829.No superseded survey control is available for this station.
 AB8829
 AB8829_MARKER: I = METAL ROD
 AB8829_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8829_STAMPING: C 461 1994
 AB8829_MARK LOGO: NGS
 AB8829_PROJECTION: FLUSH
 AB8829_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8829+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8829_ROD/PIPE-DEPTH: 6.1 meters
 AB8829_SLEEVE-DEPTH  : 0.9 meters
 AB8829
 AB8829  HISTORY     - Date     Condition        Report By
 AB8829  HISTORY     - 1994     MONUMENTED       NGS
 AB8829
 AB8829                          STATION DESCRIPTION
 AB8829
 AB8829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8829'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8829'IN ARLINGTON, THENCE 9.8 KM (6.10 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8829'734.0 M (2408.1 FT) WEST OF MILEPOST 407, 22.5 M (73.8 FT) SOUTH OF
 AB8829'THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8829'1.1 M (3.6 FT) NORTHWEST OF A T-FENCE CORNER, AND 0.7 M (2.3 FT) NORTH
 AB8829'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8829'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8829'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8941 ***********************************************************************
 AB8941  DESIGNATION -  C 462
 AB8941  PID         -  AB8941
 AB8941  STATE/COUNTY-  SD/HAND
 AB8941  COUNTRY     -  US
 AB8941  USGS QUAD   -  VAYLAND (2017)
 AB8941
 AB8941                         *CURRENT SURVEY CONTROL
 AB8941  ______________________________________________________________________
 AB8941* NAD 83(1986) POSITION- 44 28 44.     (N) 098 45 45.     (W)   SCALED
 AB8941* NAVD 88 ORTHO HEIGHT -   445.070 (meters)     1460.20  (feet) ADJUSTED
 AB8941  ______________________________________________________________________
 AB8941  GEOID HEIGHT    -        -24.847 (meters)                     GEOID18
 AB8941  DYNAMIC HEIGHT  -        444.984 (meters)     1459.92  (feet) COMP
 AB8941  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 AB8941
 AB8941  VERT ORDER      -  FIRST     CLASS II
 AB8941
 AB8941.The horizontal coordinates were scaled from a map and have
 AB8941.an estimated accuracy of +/- 6 seconds.
 AB8941
 AB8941.The orthometric height was determined by differential leveling and
 AB8941.adjusted by the NATIONAL GEODETIC SURVEY
 AB8941.in October 1997.
 AB8941
 AB8941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8941.GEOID18 height accuracy estimate available here.
 AB8941
 AB8941.Click photographs - Photos may exist for this station.
 AB8941
 AB8941.The dynamic height is computed by dividing the NAVD 88
 AB8941.geopotential number by the normal gravity value computed on the
 AB8941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8941.degrees latitude (g = 980.6199 gals.).
 AB8941
 AB8941.The modeled gravity was interpolated from observed gravity values.
 AB8941
 AB8941;                    North         East    Units  Estimated Accuracy
 AB8941;SPC SD N     -    72,490.      698,450.      MT  (+/- 180 meters Scaled)
 AB8941
 AB8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ188250(NAD 83)
 AB8941
 AB8941                          SUPERSEDED SURVEY CONTROL
 AB8941
 AB8941.No superseded survey control is available for this station.
 AB8941
 AB8941_MARKER: I = METAL ROD
 AB8941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8941_STAMPING: C 462 1994
 AB8941_MARK LOGO: NGS
 AB8941_PROJECTION: FLUSH
 AB8941_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8941+STABILITY: POSITION/ELEVATION WELL
 AB8941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8941+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8941_ROD/PIPE-DEPTH: 10.9 meters
 AB8941_SLEEVE-DEPTH  : 9.8 meters
 AB8941
 AB8941  HISTORY     - Date     Condition        Report By
 AB8941  HISTORY     - 1994     MONUMENTED       NGS
 AB8941
 AB8941                          STATION DESCRIPTION
 AB8941
 AB8941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8941'19.2 KM (11.95 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8941'IN MILLER, 94.7 M (310.7 FT) EAST OF MILEPOST 313, 58.8 M (192.9 FT)
 AB8941'SOUTHWEST OF THE HIGHWAY CENTERLINE, 30.2 M (99.1 FT) SOUTHWEST OF THE
 AB8941'NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 26.2 M (86.0
 AB8941'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 14.5 M (47.6 FT) SOUTHEAST
 AB8941'OF A UTILITY POLE, 8.6 M (28.2 FT) NORTH OF A FENCE ENCLOSING A
 AB8941'SUB-STATION, 7.1 M (23.3 FT) NORTHWEST OF A UTILITY POLE WITH 7 GUY
 AB8941'CABLES, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 AB8941'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8941'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8945 ***********************************************************************
 AB8945  DESIGNATION -  C 463
 AB8945  PID         -  AB8945
 AB8945  STATE/COUNTY-  SD/HAND
 AB8945  COUNTRY     -  US
 AB8945  USGS QUAD   -  MILLER SE (2017)
 AB8945
 AB8945                         *CURRENT SURVEY CONTROL
 AB8945  ______________________________________________________________________
 AB8945* NAD 83(1986) POSITION- 44 30 32.     (N) 098 50 35.     (W)   SCALED
 AB8945* NAVD 88 ORTHO HEIGHT -   462.941 (meters)     1518.83  (feet) ADJUSTED
 AB8945  ______________________________________________________________________
 AB8945  GEOID HEIGHT    -        -24.728 (meters)                     GEOID18
 AB8945  DYNAMIC HEIGHT  -        462.853 (meters)     1518.54  (feet) COMP
 AB8945  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 AB8945
 AB8945  VERT ORDER      -  FIRST     CLASS II
 AB8945
 AB8945.The horizontal coordinates were scaled from a map and have
 AB8945.an estimated accuracy of +/- 6 seconds.
 AB8945
 AB8945.The orthometric height was determined by differential leveling and
 AB8945.adjusted by the NATIONAL GEODETIC SURVEY
 AB8945.in October 1997.
 AB8945
 AB8945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8945.GEOID18 height accuracy estimate available here.
 AB8945
 AB8945.Click photographs - Photos may exist for this station.
 AB8945
 AB8945.The dynamic height is computed by dividing the NAVD 88
 AB8945.geopotential number by the normal gravity value computed on the
 AB8945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8945.degrees latitude (g = 980.6199 gals.).
 AB8945
 AB8945.The modeled gravity was interpolated from observed gravity values.
 AB8945
 AB8945;                    North         East    Units  Estimated Accuracy
 AB8945;SPC SD N     -    75,730.      691,990.      MT  (+/- 180 meters Scaled)
 AB8945
 AB8945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ124284(NAD 83)
 AB8945
 AB8945                          SUPERSEDED SURVEY CONTROL
 AB8945
 AB8945.No superseded survey control is available for this station.
 AB8945
 AB8945_MARKER: I = METAL ROD
 AB8945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8945_STAMPING: C 463 1994
 AB8945_MARK LOGO: NGS
 AB8945_PROJECTION: FLUSH
 AB8945_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8945+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8945_ROD/PIPE-DEPTH: 6.0 meters
 AB8945_SLEEVE-DEPTH  : 0.9 meters
 AB8945
 AB8945  HISTORY     - Date     Condition        Report By
 AB8945  HISTORY     - 1994     MONUMENTED       NGS
 AB8945
 AB8945                          STATION DESCRIPTION
 AB8945
 AB8945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8945'11.8 KM (7.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8945'IN MILLER, 787.0 M (2582.0 FT) WEST OF MILEPOST 308, 76.0 M (249.3 FT)
 AB8945'SOUTHWEST OF THE HIGHWAY CENTERLINE, 30.0 M (98.4 FT) SOUTHWEST OF THE
 AB8945'NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 13.8 M (45.3
 AB8945'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.8 M (2.6 FT) SOUTHEAST OF
 AB8945'A WITNESS POST, 0.5 M (1.6 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 AB8945'WARNING SIGN, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.
 AB8945'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8945'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8998 ***********************************************************************
 AB8998  DESIGNATION -  C 464
 AB8998  PID         -  AB8998
 AB8998  STATE/COUNTY-  SD/HYDE
 AB8998  COUNTRY     -  US
 AB8998  USGS QUAD   -  HOLABIRD (2017)
 AB8998
 AB8998                         *CURRENT SURVEY CONTROL
 AB8998  ______________________________________________________________________
 AB8998* NAD 83(1986) POSITION- 44 31 36.     (N) 099 35 02.     (W)   SCALED
 AB8998* NAVD 88 ORTHO HEIGHT -   547.637 (meters)     1796.71  (feet) ADJUSTED
 AB8998  ______________________________________________________________________
 AB8998  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 AB8998  DYNAMIC HEIGHT  -        547.527 (meters)     1796.34  (feet) COMP
 AB8998  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 AB8998
 AB8998  VERT ORDER      -  FIRST     CLASS II
 AB8998
 AB8998.The horizontal coordinates were scaled from a map and have
 AB8998.an estimated accuracy of +/- 6 seconds.
 AB8998
 AB8998.The orthometric height was determined by differential leveling and
 AB8998.adjusted by the NATIONAL GEODETIC SURVEY
 AB8998.in October 1997.
 AB8998
 AB8998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8998.GEOID18 height accuracy estimate available here.
 AB8998
 AB8998.Click photographs - Photos may exist for this station.
 AB8998
 AB8998.The dynamic height is computed by dividing the NAVD 88
 AB8998.geopotential number by the normal gravity value computed on the
 AB8998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8998.degrees latitude (g = 980.6199 gals.).
 AB8998
 AB8998.The modeled gravity was interpolated from observed gravity values.
 AB8998
 AB8998;                    North         East    Units  Estimated Accuracy
 AB8998;SPC SD N     -    77,130.      633,080.      MT  (+/- 180 meters Scaled)
 AB8998
 AB8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ536305(NAD 83)
 AB8998
 AB8998                          SUPERSEDED SURVEY CONTROL
 AB8998
 AB8998.No superseded survey control is available for this station.
 AB8998
 AB8998_MARKER: I = METAL ROD
 AB8998_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8998_STAMPING: C 464 1994
 AB8998_MARK LOGO: NGS
 AB8998_PROJECTION: FLUSH
 AB8998_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8998+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8998_ROD/PIPE-DEPTH: 15.0 meters
 AB8998_SLEEVE-DEPTH  : 0.9 meters
 AB8998
 AB8998  HISTORY     - Date     Condition        Report By
 AB8998  HISTORY     - 1994     MONUMENTED       NGS
 AB8998
 AB8998                          STATION DESCRIPTION
 AB8998
 AB8998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8998'11.3 M (37.1 FT) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8998'STATE HIGHWAY 47 IN HIGHMORE, 23.5 M (77.1 FT) WEST OF THE CENTER OF A
 AB8998'DIRT ROAD, 21.1 M (69.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.0 M
 AB8998'(45.9 FT) WEST OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 1.2 M
 AB8998'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A
 AB8998'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8998'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB8998'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5624 ***********************************************************************
 AC5624  DESIGNATION -  C 465
 AC5624  PID         -  AC5624
 AC5624  STATE/COUNTY-  SD/CUSTER
 AC5624  COUNTRY     -  US
 AC5624  USGS QUAD   -  JEWEL CAVE (2017)
 AC5624
 AC5624                         *CURRENT SURVEY CONTROL
 AC5624  ______________________________________________________________________
 AC5624* NAD 83(1986) POSITION- 43 44 09.     (N) 103 50 38.     (W)   SCALED
 AC5624* NAVD 88 ORTHO HEIGHT -  1643.546 (meters)     5392.20  (feet) ADJUSTED
 AC5624  ______________________________________________________________________
 AC5624  GEOID HEIGHT    -        -13.361 (meters)                     GEOID18
 AC5624  DYNAMIC HEIGHT  -       1642.778 (meters)     5389.68  (feet) COMP
 AC5624  MODELED GRAVITY -    980,092.2   (mgal)                       NAVD 88
 AC5624
 AC5624  VERT ORDER      -  FIRST     CLASS II
 AC5624
 AC5624.The horizontal coordinates were scaled from a map and have
 AC5624.an estimated accuracy of +/- 6 seconds.
 AC5624
 AC5624.The orthometric height was determined by differential leveling and
 AC5624.adjusted by the NATIONAL GEODETIC SURVEY
 AC5624.in October 1997.
 AC5624
 AC5624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5624.GEOID18 height accuracy estimate available here.
 AC5624
 AC5624.Click photographs - Photos may exist for this station.
 AC5624
 AC5624.The dynamic height is computed by dividing the NAVD 88
 AC5624.geopotential number by the normal gravity value computed on the
 AC5624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5624.degrees latitude (g = 980.6199 gals.).
 AC5624
 AC5624.The modeled gravity was interpolated from observed gravity values.
 AC5624
 AC5624;                    North         East    Units  Estimated Accuracy
 AC5624;SPC SD S     -   161,780.      317,300.      MT  (+/- 180 meters Scaled)
 AC5624
 AC5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ931431(NAD 83)
 AC5624
 AC5624                          SUPERSEDED SURVEY CONTROL
 AC5624
 AC5624.No superseded survey control is available for this station.
 AC5624
 AC5624_MARKER: DV = VERTICAL CONTROL DISK
 AC5624_SETTING: 66 = SET IN ROCK OUTCROP
 AC5624_STAMPING: C 465 1995
 AC5624_MARK LOGO: NGS
 AC5624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5624+STABILITY: POSITION/ELEVATION WELL
 AC5624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5624+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5624
 AC5624  HISTORY     - Date     Condition        Report By
 AC5624  HISTORY     - 1995     MONUMENTED       NGS
 AC5624
 AC5624                          STATION DESCRIPTION
 AC5624
 AC5624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5624'22.3 KM (13.85 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5624'IN CUSTER, NEAR THE EAST END OF A 11 BY 18-FOOT AREA OF OUTCROPPING
 AC5624'BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE, 770.0 M (2526.2 FT)
 AC5624'EAST OF MILEPOST 13, 58.2 M (190.9 FT) WEST OF THE CENTER OF A PAVED
 AC5624'ROAD LEADING SOUTH, 10.5 M (34.4 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AC5624'0.4 M (1.3 FT) WEST OF THE EAST END OF THE OUTCROP, 0.3 M (1.0 FT)
 AC5624'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AC5624'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9094 ***********************************************************************
 AB9094  DESIGNATION -  C 466
 AB9094  PID         -  AB9094
 AB9094  STATE/COUNTY-  SD/STANLEY
 AB9094  COUNTRY     -  US
 AB9094  USGS QUAD   -  HAYES SOUTH (2017)
 AB9094
 AB9094                         *CURRENT SURVEY CONTROL
 AB9094  ______________________________________________________________________
 AB9094* NAD 83(1986) POSITION- 44 22 17.     (N) 101 06 20.     (W)   SCALED
 AB9094* NAVD 88 ORTHO HEIGHT -   636.834 (meters)     2089.35  (feet) ADJUSTED
 AB9094  ______________________________________________________________________
 AB9094  GEOID HEIGHT    -        -22.385 (meters)                     GEOID18
 AB9094  DYNAMIC HEIGHT  -        636.677 (meters)     2088.83  (feet) COMP
 AB9094  MODELED GRAVITY -    980,351.3   (mgal)                       NAVD 88
 AB9094
 AB9094  VERT ORDER      -  FIRST     CLASS II
 AB9094
 AB9094.The horizontal coordinates were scaled from a map and have
 AB9094.an estimated accuracy of +/- 6 seconds.
 AB9094
 AB9094.The orthometric height was determined by differential leveling and
 AB9094.adjusted by the NATIONAL GEODETIC SURVEY
 AB9094.in October 1997.
 AB9094
 AB9094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9094.GEOID18 height accuracy estimate available here.
 AB9094
 AB9094.Click photographs - Photos may exist for this station.
 AB9094
 AB9094.The dynamic height is computed by dividing the NAVD 88
 AB9094.geopotential number by the normal gravity value computed on the
 AB9094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9094.degrees latitude (g = 980.6199 gals.).
 AB9094
 AB9094.The modeled gravity was interpolated from observed gravity values.
 AB9094
 AB9094;                    North         East    Units  Estimated Accuracy
 AB9094;SPC SD S     -   226,710.      538,450.      MT  (+/- 180 meters Scaled)
 AB9094
 AB9094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ322152(NAD 83)
 AB9094
 AB9094                          SUPERSEDED SURVEY CONTROL
 AB9094
 AB9094.No superseded survey control is available for this station.
 AB9094
 AB9094_MARKER: I = METAL ROD
 AB9094_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9094_STAMPING: C 466 1995
 AB9094_MARK LOGO: NGS
 AB9094_PROJECTION: FLUSH
 AB9094_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9094+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AB9094_ROD/PIPE-DEPTH: 4.4 meters
 AB9094_SLEEVE-DEPTH  : 0.9 meters
 AB9094
 AB9094  HISTORY     - Date     Condition        Report By
 AB9094  HISTORY     - 1995     MONUMENTED       NGS
 AB9094  HISTORY     - 20130116 GOOD             INDIV
 AB9094
 AB9094                          STATION DESCRIPTION
 AB9094
 AB9094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9094'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9094'IN HAYES, 138.0 M (452.8 FT) WEST OF MILEPOST 191, 23.1 M (75.8 FT)
 AB9094'SOUTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT) WEST OF THE CENTER
 AB9094'OF A FIELD ENTRANCE AND GATE, 1.5 M (4.9 FT) WEST OF AN UNDERGROUND
 AB9094'CABLE WARNING SIGN, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AB9094'0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AB9094'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB9094'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9094
 AB9094                          STATION RECOVERY (2013)
 AB9094
 AB9094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AB9094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2000 ***********************************************************************
 AE2000  DESIGNATION -  C 467
 AE2000  PID         -  AE2000
 AE2000  STATE/COUNTY-  SD/CODINGTON
 AE2000  COUNTRY     -  US
 AE2000  USGS QUAD   -  WATERTOWN EAST (2017)
 AE2000
 AE2000                         *CURRENT SURVEY CONTROL
 AE2000  ______________________________________________________________________
 AE2000* NAD 83(1986) POSITION- 44 53 56.     (N) 097 05 51.     (W)   SCALED
 AE2000* NAVD 88 ORTHO HEIGHT -   528.540 (meters)     1734.05  (feet) ADJUSTED
 AE2000  ______________________________________________________________________
 AE2000  GEOID HEIGHT    -        -25.126 (meters)                     GEOID18
 AE2000  DYNAMIC HEIGHT  -        528.462 (meters)     1733.80  (feet) COMP
 AE2000  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 AE2000
 AE2000  VERT ORDER      -  FIRST     CLASS II
 AE2000
 AE2000.The horizontal coordinates were scaled from a map and have
 AE2000.an estimated accuracy of +/- 6 seconds.
 AE2000
 AE2000.The orthometric height was determined by differential leveling and
 AE2000.adjusted by the NATIONAL GEODETIC SURVEY
 AE2000.in July 1998.
 AE2000
 AE2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2000.GEOID18 height accuracy estimate available here.
 AE2000
 AE2000.Click photographs - Photos may exist for this station.
 AE2000
 AE2000.The dynamic height is computed by dividing the NAVD 88
 AE2000.geopotential number by the normal gravity value computed on the
 AE2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2000.degrees latitude (g = 980.6199 gals.).
 AE2000
 AE2000.The modeled gravity was interpolated from observed gravity values.
 AE2000
 AE2000;                    North         East    Units  Estimated Accuracy
 AE2000;SPC SD N     -   122,520.      829,190.      MT  (+/- 180 meters Scaled)
 AE2000
 AE2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ502734(NAD 83)
 AE2000
 AE2000                          SUPERSEDED SURVEY CONTROL
 AE2000
 AE2000.No superseded survey control is available for this station.
 AE2000
 AE2000_MARKER: I = METAL ROD
 AE2000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2000_STAMPING: C 467 1995
 AE2000_MARK LOGO: NGS
 AE2000_PROJECTION: FLUSH
 AE2000_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2000+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2000_ROD/PIPE-DEPTH: 11.4 meters
 AE2000_SLEEVE-DEPTH  : 0.9 meters
 AE2000
 AE2000  HISTORY     - Date     Condition        Report By
 AE2000  HISTORY     - 1995     MONUMENTED       NGS
 AE2000  HISTORY     - 19950919 GOOD             NGS
 AE2000  HISTORY     - 19961011 GOOD             CHANCE
 AE2000
 AE2000                          STATION DESCRIPTION
 AE2000
 AE2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2000'IN WATERTOWN, AT THE INTERSECTION OF THE DAKOTA MINNESOTA EASTERN
 AE2000'RAILROAD AND 11TH STREET, 21.3 M (69.9 FT) SOUTHWEST OF THE NEAR RAIL,
 AE2000'12.3 M (40.4 FT) WEST OF THE SOUTH END OF A SIGN (DAKOTA CEMENT
 AE2000'PLANT), 10.7 M (35.1 FT) EAST OF AND LEVEL WITH THE STREET CENTER, AND
 AE2000'1.1 M (3.6 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AE2000'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE2000'THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2000
 AE2000                          STATION RECOVERY (1996)
 AE2000
 AE2000'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2000'IN WATERTOWN, AT THE INTERSECTION OF THE DAKOTA MINNESOTA EASTERN
 AE2000'RAILROAD AND 11TH STREET EAST, 21.3 M (69.9 FT) SOUTHWEST OF THE NEAR
 AE2000'RAIL, 12.3 M (40.4 FT) WEST OF THE SOUTH END OF A SIGN (DAKOTA CEMENT
 AE2000'PLANT), 10.7 M (35.1 FT) EAST OF AND LEVEL WITH THE STREET CENTER, AND
 AE2000'1.1 M (3.6 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AE2000'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE2000'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2037 ***********************************************************************
 AE2037  DESIGNATION -  C 468
 AE2037  PID         -  AE2037
 AE2037  STATE/COUNTY-  SD/CLARK
 AE2037  COUNTRY     -  US
 AE2037  USGS QUAD   -  BAILEYS LAKE (2017)
 AE2037
 AE2037                         *CURRENT SURVEY CONTROL
 AE2037  ______________________________________________________________________
 AE2037* NAD 83(1986) POSITION- 44 52 41.     (N) 097 47 51.     (W)   SCALED
 AE2037* NAVD 88 ORTHO HEIGHT -   546.831 (meters)     1794.06  (feet) ADJUSTED
 AE2037  ______________________________________________________________________
 AE2037  GEOID HEIGHT    -        -24.546 (meters)                     GEOID18
 AE2037  DYNAMIC HEIGHT  -        546.755 (meters)     1793.81  (feet) COMP
 AE2037  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 AE2037
 AE2037  VERT ORDER      -  FIRST     CLASS II
 AE2037
 AE2037.The horizontal coordinates were scaled from a map and have
 AE2037.an estimated accuracy of +/- 6 seconds.
 AE2037
 AE2037.The orthometric height was determined by differential leveling and
 AE2037.adjusted by the NATIONAL GEODETIC SURVEY
 AE2037.in July 1998.
 AE2037
 AE2037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2037.GEOID18 height accuracy estimate available here.
 AE2037
 AE2037.Click photographs - Photos may exist for this station.
 AE2037
 AE2037.The dynamic height is computed by dividing the NAVD 88
 AE2037.geopotential number by the normal gravity value computed on the
 AE2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2037.degrees latitude (g = 980.6199 gals.).
 AE2037
 AE2037.The modeled gravity was interpolated from observed gravity values.
 AE2037
 AE2037;                    North         East    Units  Estimated Accuracy
 AE2037;SPC SD N     -   118,460.      774,000.      MT  (+/- 180 meters Scaled)
 AE2037
 AE2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ949701(NAD 83)
 AE2037
 AE2037                          SUPERSEDED SURVEY CONTROL
 AE2037
 AE2037.No superseded survey control is available for this station.
 AE2037
 AE2037_MARKER: I = METAL ROD
 AE2037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2037_STAMPING: C 468 1995
 AE2037_MARK LOGO: NGS
 AE2037_PROJECTION: FLUSH
 AE2037_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2037+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2037_ROD/PIPE-DEPTH: 6.8 meters
 AE2037_SLEEVE-DEPTH  : 0.9 meters
 AE2037
 AE2037  HISTORY     - Date     Condition        Report By
 AE2037  HISTORY     - 1995     MONUMENTED       NGS
 AE2037  HISTORY     - 19950919 GOOD             NGS
 AE2037  HISTORY     - 19961011 GOOD             CHANCE
 AE2037
 AE2037                          STATION DESCRIPTION
 AE2037
 AE2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2037'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2037'IN CLARK, THENCE 5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2037'564.0 M (1850.4 FT) WEST OF MILEPOST 343, 79.7 M (261.5 FT) WEST OF
 AE2037'THE CENTER OF COUNTY ROAD 2, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY
 AE2037'CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M
 AE2037'(2.3 FT) SOUTH OF A WITNESS POST AND T-FENCE CORNER.  NOTE--ACCESS TO
 AE2037'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE2037'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2037
 AE2037                          STATION RECOVERY (1996)
 AE2037
 AE2037'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2037'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2037'IN CLARK, THENCE 5.0 KM (3.10 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE2037'564.0 M (1850.4 FT) WEST OF MILEPOST 343, 79.7 M (261.5 FT) WEST OF
 AE2037'THE CENTER OF COUNTY ROAD 2, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY
 AE2037'CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M
 AE2037'(2.3 FT) SOUTH OF A WITNESS POST AND T-FENCE CORNER.  NOTE--ACCESS TO
 AE2037'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE2037'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4162 ***********************************************************************
 AE4162  DESIGNATION -  C 469
 AE4162  PID         -  AE4162
 AE4162  STATE/COUNTY-  SD/FAULK
 AE4162  COUNTRY     -  US
 AE4162  USGS QUAD   -  MIRANDA (2017)
 AE4162
 AE4162                         *CURRENT SURVEY CONTROL
 AE4162  ______________________________________________________________________
 AE4162* NAD 83(1986) POSITION- 44 53 51.     (N) 098 57 42.     (W)   SCALED
 AE4162* NAVD 88 ORTHO HEIGHT -   436.682 (meters)     1432.68  (feet) ADJUSTED
 AE4162  ______________________________________________________________________
 AE4162  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 AE4162  DYNAMIC HEIGHT  -        436.625 (meters)     1432.49  (feet) COMP
 AE4162  MODELED GRAVITY -    980,471.7   (mgal)                       NAVD 88
 AE4162
 AE4162  VERT ORDER      -  FIRST     CLASS II
 AE4162
 AE4162.The horizontal coordinates were scaled from a map and have
 AE4162.an estimated accuracy of +/- 6 seconds.
 AE4162
 AE4162.The orthometric height was determined by differential leveling and
 AE4162.adjusted by the NATIONAL GEODETIC SURVEY
 AE4162.in July 1998.
 AE4162
 AE4162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4162.GEOID18 height accuracy estimate available here.
 AE4162
 AE4162.Click photographs - Photos may exist for this station.
 AE4162
 AE4162.The dynamic height is computed by dividing the NAVD 88
 AE4162.geopotential number by the normal gravity value computed on the
 AE4162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4162.degrees latitude (g = 980.6199 gals.).
 AE4162
 AE4162.The modeled gravity was interpolated from observed gravity values.
 AE4162
 AE4162;                    North         East    Units  Estimated Accuracy
 AE4162;SPC SD N     -   118,780.      682,010.      MT  (+/- 180 meters Scaled)
 AE4162
 AE4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ030715(NAD 83)
 AE4162
 AE4162                          SUPERSEDED SURVEY CONTROL
 AE4162
 AE4162.No superseded survey control is available for this station.
 AE4162
 AE4162_MARKER: I = METAL ROD
 AE4162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4162_STAMPING: C 469 1996
 AE4162_MARK LOGO: NGS
 AE4162_PROJECTION: FLUSH
 AE4162_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4162+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4162_ROD/PIPE-DEPTH: 4.5 meters
 AE4162_SLEEVE-DEPTH  : 0.9 meters
 AE4162
 AE4162  HISTORY     - Date     Condition        Report By
 AE4162  HISTORY     - 1996     MONUMENTED       NGS
 AE4162  HISTORY     - 19960710 GOOD             NGS
 AE4162
 AE4162                          STATION DESCRIPTION
 AE4162
 AE4162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4162'27.7 KM (17.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4162'OFFICE IN FAULKTON, 749.0 M (2457.3 FT) EAST OF MILEPOST 284, 30.8 M
 AE4162'(101.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.2 M (79.4 FT) WEST OF
 AE4162'THE CENTERLINE OF A PAVED ROAD LEADING TO MIRANDA, 1.9 M (6.2 FT)
 AE4162'BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) WEST OF A FENCE CORNER,
 AE4162'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND A FENCE. NOTE--ACCESS
 AE4162'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE4162'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4162
 AE4162                          STATION RECOVERY (1996)
 AE4162
 AE4162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4162'27.8 KM (17.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4162'OFFICE IN FAULKTON, 749.0 M (2457.3 FT) EAST OF MILEPOST 284, 30.8 M
 AE4162'(101.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.2 M (79.4 FT) WEST OF
 AE4162'THE CENTERLINE OF A PAVED ROAD LEADING TO MIRANDA, 1.9 M (6.2 FT)
 AE4162'BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) WEST OF A FENCE CORNER,
 AE4162'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND A FENCE. NOTE--ACCESS
 AE4162'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE4162'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0540 ***********************************************************************
 PS0540  DESIGNATION -  C 47
 PS0540  PID         -  PS0540
 PS0540  STATE/COUNTY-  SD/FAULK
 PS0540  COUNTRY     -  US
 PS0540  USGS QUAD   -  BALD HILLS (2017)
 PS0540
 PS0540                         *CURRENT SURVEY CONTROL
 PS0540  ______________________________________________________________________
 PS0540* NAD 83(1986) POSITION- 44 59 03.53   (N) 099 30 42.11   (W)   HD_HELD1
 PS0540* NAVD 88 ORTHO HEIGHT -   583.832 (meters)     1915.46  (feet) ADJUSTED
 PS0540  ______________________________________________________________________
 PS0540  GEOID HEIGHT    -        -22.909 (meters)                     GEOID18
 PS0540  DYNAMIC HEIGHT  -        583.749 (meters)     1915.18  (feet) COMP
 PS0540  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 PS0540
 PS0540  VERT ORDER      -  SECOND    CLASS 0
 PS0540
 PS0540.The horizontal coordinates were determined by differentially corrected
 PS0540.hand held GPS observations or other comparable positioning techniques
 PS0540.and have an estimated accuracy of +/- 3 meters.
 PS0540
 PS0540.The orthometric height was determined by differential leveling and
 PS0540.adjusted by the NATIONAL GEODETIC SURVEY
 PS0540.in June 1991.
 PS0540
 PS0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0540.GEOID18 height accuracy estimate available here.
 PS0540
 PS0540.Click photographs - Photos may exist for this station.
 PS0540
 PS0540.The dynamic height is computed by dividing the NAVD 88
 PS0540.geopotential number by the normal gravity value computed on the
 PS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0540.degrees latitude (g = 980.6199 gals.).
 PS0540
 PS0540.The modeled gravity was interpolated from observed gravity values.
 PS0540
 PS0540;                    North         East    Units  Estimated Accuracy
 PS0540;SPC SD N     -   128,015.7     638,509.1     MT  (+/- 3 meters HH1 GPS) 
 PS0540
 PS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5965981335(NAD 83)
 PS0540
 PS0540                          SUPERSEDED SURVEY CONTROL
 PS0540
 PS0540  NGVD 29 (??/??/92)  583.471  (m)         1914.27   (f) ADJ UNCH    2 0
 PS0540
 PS0540.Superseded values are not recommended for survey control.
 PS0540
 PS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0540.See file dsdata.pdf to determine how the superseded data were derived.
 PS0540
 PS0540_MARKER: DB = BENCH MARK DISK
 PS0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0540_STAMPING: C 47 1934
 PS0540_MARK LOGO: CGS
 PS0540_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0540+STABILITY: SURFACE MOTION
 PS0540
 PS0540  HISTORY     - Date     Condition        Report By
 PS0540  HISTORY     - 1934     MONUMENTED       CGS
 PS0540  HISTORY     - 1960     GOOD             CGS
 PS0540
 PS0540                          STATION DESCRIPTION
 PS0540
 PS0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PS0540'5.2 MI S FROM SENECA.
 PS0540'5.2 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE POST OFFICE
 PS0540'AT SENECA, FAULK COUNTY, AT THE INTERSECTION OF A SECTION-LINE
 PS0540'ROAD, 44.5 FEET EAST OF THE CENTERLINE OF THE HIGHMORE ROAD,
 PS0540'29 FEET NORTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, AND
 PS0540'0.7 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 PS0540'STAMPED C 47 1934 AND SET IN THE TOP OF A CONCRETE POST
 PS0540'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- 7 FEET WEST OF CORNER
 PS0540'POST AT SOUTHWEST CORNER OF A FIELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4103 ***********************************************************************
 AE4103  DESIGNATION -  C 470
 AE4103  PID         -  AE4103
 AE4103  STATE/COUNTY-  SD/POTTER
 AE4103  COUNTRY     -  US
 AE4103  USGS QUAD   -  GETTYSBURG (2017)
 AE4103
 AE4103                         *CURRENT SURVEY CONTROL
 AE4103  ______________________________________________________________________
 AE4103* NAD 83(1986) POSITION- 45 00 48.09   (N) 099 59 26.77   (W)   HD_HELD1
 AE4103* NAVD 88 ORTHO HEIGHT -   640.577 (meters)     2101.63  (feet) ADJUSTED
 AE4103  ______________________________________________________________________
 AE4103  GEOID HEIGHT    -        -22.548 (meters)                     GEOID18
 AE4103  DYNAMIC HEIGHT  -        640.480 (meters)     2101.31  (feet) COMP
 AE4103  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 AE4103
 AE4103  VERT ORDER      -  FIRST     CLASS II
 AE4103
 AE4103.The horizontal coordinates were determined by differentially corrected
 AE4103.hand held GPS observations or other comparable positioning techniques
 AE4103.and have an estimated accuracy of +/- 3 meters.
 AE4103
 AE4103.The orthometric height was determined by differential leveling and
 AE4103.adjusted by the NATIONAL GEODETIC SURVEY
 AE4103.in July 1998.
 AE4103
 AE4103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4103.GEOID18 height accuracy estimate available here.
 AE4103
 AE4103.Click photographs - Photos may exist for this station.
 AE4103
 AE4103.The dynamic height is computed by dividing the NAVD 88
 AE4103.geopotential number by the normal gravity value computed on the
 AE4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4103.degrees latitude (g = 980.6199 gals.).
 AE4103
 AE4103.The modeled gravity was interpolated from observed gravity values.
 AE4103
 AE4103;                    North         East    Units  Estimated Accuracy
 AE4103;SPC SD N     -   131,127.1     600,727.6     MT  (+/- 3 meters HH1 GPS) 
 AE4103
 AE4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2193084911(NAD 83)
 AE4103
 AE4103                          SUPERSEDED SURVEY CONTROL
 AE4103
 AE4103.No superseded survey control is available for this station.
 AE4103
 AE4103_MARKER: I = METAL ROD
 AE4103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4103_STAMPING: C 470 1996
 AE4103_MARK LOGO: NGS
 AE4103_PROJECTION: FLUSH
 AE4103_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4103+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4103_ROD/PIPE-DEPTH: 6.1 meters
 AE4103_SLEEVE-DEPTH  : 0.9 meters
 AE4103
 AE4103  HISTORY     - Date     Condition        Report By
 AE4103  HISTORY     - 1996     MONUMENTED       NGS
 AE4103  HISTORY     - 20120614 GOOD             INDIV
 AE4103
 AE4103                          STATION DESCRIPTION
 AE4103
 AE4103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4103'2.8 KM (1.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4103'EXENE STREET IN GETTYSBURG, 458.0 M (1502.6 FT) WEST OF MILEPOST 224,
 AE4103'23.0 M (75.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) EAST
 AE4103'OF A FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AE4103'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AE4103'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE4103'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4103
 AE4103                          STATION RECOVERY (2012)
 AE4103
 AE4103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4132 ***********************************************************************
 AE4132  DESIGNATION -  C 471
 AE4132  PID         -  AE4132
 AE4132  STATE/COUNTY-  SD/FAULK
 AE4132  COUNTRY     -  US
 AE4132  USGS QUAD   -  BURKMERE (2017)
 AE4132
 AE4132                         *CURRENT SURVEY CONTROL
 AE4132  ______________________________________________________________________
 AE4132* NAD 83(1986) POSITION- 45 02 34.     (N) 099 17 53.     (W)   SCALED
 AE4132* NAVD 88 ORTHO HEIGHT -   531.081 (meters)     1742.39  (feet) ADJUSTED
 AE4132  ______________________________________________________________________
 AE4132  GEOID HEIGHT    -        -23.340 (meters)                     GEOID18
 AE4132  DYNAMIC HEIGHT  -        531.007 (meters)     1742.15  (feet) COMP
 AE4132  MODELED GRAVITY -    980,461.3   (mgal)                       NAVD 88
 AE4132
 AE4132  VERT ORDER      -  FIRST     CLASS II
 AE4132
 AE4132.The horizontal coordinates were scaled from a map and have
 AE4132.an estimated accuracy of +/- 6 seconds.
 AE4132
 AE4132.The orthometric height was determined by differential leveling and
 AE4132.adjusted by the NATIONAL GEODETIC SURVEY
 AE4132.in July 1998.
 AE4132
 AE4132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4132.GEOID18 height accuracy estimate available here.
 AE4132
 AE4132.Click photographs - Photos may exist for this station.
 AE4132
 AE4132.The dynamic height is computed by dividing the NAVD 88
 AE4132.geopotential number by the normal gravity value computed on the
 AE4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4132.degrees latitude (g = 980.6199 gals.).
 AE4132
 AE4132.The modeled gravity was interpolated from observed gravity values.
 AE4132
 AE4132;                    North         East    Units  Estimated Accuracy
 AE4132;SPC SD N     -   134,640.      655,300.      MT  (+/- 180 meters Scaled)
 AE4132
 AE4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ765877(NAD 83)
 AE4132
 AE4132                          SUPERSEDED SURVEY CONTROL
 AE4132
 AE4132.No superseded survey control is available for this station.
 AE4132
 AE4132_MARKER: I = METAL ROD
 AE4132_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4132_STAMPING: C 471 1996
 AE4132_MARK LOGO: NGS
 AE4132_PROJECTION: FLUSH
 AE4132_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4132+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4132_ROD/PIPE-DEPTH: 7.8 meters
 AE4132_SLEEVE-DEPTH  : 0.9 meters
 AE4132
 AE4132  HISTORY     - Date     Condition        Report By
 AE4132  HISTORY     - 1996     MONUMENTED       NGS
 AE4132
 AE4132                          STATION DESCRIPTION
 AE4132
 AE4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4132'13.9 KM (8.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4132'IN FAULKTON, 734.0 M (2408.1 FT) WEST OF MILEPOST 259, 19.1 M (62.7
 AE4132'FT) NORTH OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) EAST OF THE
 AE4132'CENTER OF A FIELD ENTRANCE AND GATE, 0.8 M (2.6 FT) SOUTH OF A WITNESS
 AE4132'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE4132'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4132'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0255 ***********************************************************************
 OQ0255  DESIGNATION -  C 5
 OQ0255  PID         -  OQ0255
 OQ0255  STATE/COUNTY-  SD/MINNEHAHA
 OQ0255  COUNTRY     -  US
 OQ0255  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0255
 OQ0255                         *CURRENT SURVEY CONTROL
 OQ0255  ______________________________________________________________________
 OQ0255* NAD 83(1986) POSITION- 43 32 40.     (N) 096 43 04.     (W)   SCALED
 OQ0255* NAVD 88 ORTHO HEIGHT -   427.235 (meters)     1401.69  (feet) ADJUSTED
 OQ0255  ______________________________________________________________________
 OQ0255  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 OQ0255  DYNAMIC HEIGHT  -        427.123 (meters)     1401.32  (feet) COMP
 OQ0255  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 OQ0255
 OQ0255  VERT ORDER      -  FIRST     CLASS II
 OQ0255
 OQ0255.The horizontal coordinates were scaled from a map and have
 OQ0255.an estimated accuracy of +/- 6 seconds.
 OQ0255
 OQ0255.The orthometric height was determined by differential leveling and
 OQ0255.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0255.in June 1991.
 OQ0255
 OQ0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0255.GEOID18 height accuracy estimate available here.
 OQ0255
 OQ0255.Click photographs - Photos may exist for this station.
 OQ0255
 OQ0255.The dynamic height is computed by dividing the NAVD 88
 OQ0255.geopotential number by the normal gravity value computed on the
 OQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0255.degrees latitude (g = 980.6199 gals.).
 OQ0255
 OQ0255.The modeled gravity was interpolated from observed gravity values.
 OQ0255
 OQ0255;                    North         East    Units  Estimated Accuracy
 OQ0255;SPC SD S     -   140,900.      892,080.      MT  (+/- 180 meters Scaled)
 OQ0255
 OQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP843238(NAD 83)
 OQ0255
 OQ0255                          SUPERSEDED SURVEY CONTROL
 OQ0255
 OQ0255  NGVD 29 (??/??/92)  426.961  (m)         1400.79   (f) ADJ UNCH    1 2
 OQ0255
 OQ0255.Superseded values are not recommended for survey control.
 OQ0255
 OQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0255.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0255
 OQ0255_MARKER: DB = BENCH MARK DISK
 OQ0255_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OQ0255_SP_SET: PIER
 OQ0255_STAMPING: C 5 1925 1400.788
 OQ0255_MARK LOGO: CGS
 OQ0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0255+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 OQ0255
 OQ0255  HISTORY     - Date     Condition        Report By
 OQ0255  HISTORY     - 1925     MONUMENTED       CGS
 OQ0255  HISTORY     - 1949     GOOD             CGS
 OQ0255  HISTORY     - 19900516 GOOD             NGS
 OQ0255
 OQ0255                          STATION DESCRIPTION
 OQ0255
 OQ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0255'AT SIOUX FALLS.
 OQ0255'AT SIOUX FALLS, MINNEHAHA COUNTY, AT THE CHICAGO, ST. PAUL,
 OQ0255'MINNEAPOLIS AND OMAHA RAILWAY BRIDGE OVER BIG SIOUX RIVER, IN
 OQ0255'THE TOP OF THE EAST END OF THE NORTH PIER, 9 FEET EAST OF THE
 OQ0255'CENTER LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE RAIL.
 OQ0255'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS
 OQ0255'NOW THE SOO LINE RAILROAD.
 OQ0255
 OQ0255                          STATION RECOVERY (1990)
 OQ0255
 OQ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0255'0.4 KM (0.2 MI) SOUTHERLY ALONG THE MOST WESTERLY 1 OF 2 BURLINGTON
 OQ0255'NORTHERN RAILROAD TRACKS FROM ITS JUNCTION WITH 8TH STREET IN SIOUX
 OQ0255'FALLS, IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST END OF THE FIRST
 OQ0255'PIER SOUTH OF THE NORTH END OF RAILROAD BRIDGE NUMBER P125, 2.0 M
 OQ0255'(6.6 FT) EAST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OQ0255'THE TRACKS.  NOTE--THE BRIDGE PIERS DO NOT MEET THE REQUIREMENTS OF A
 OQ0255'CLASS B MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0768 ***********************************************************************
 PT0768  DESIGNATION -  C 5 Q
 PT0768  PID         -  PT0768
 PT0768  STATE/COUNTY-  SD/HAAKON
 PT0768  COUNTRY     -  US
 PT0768  USGS QUAD   -  PHILIP (2017)
 PT0768
 PT0768                         *CURRENT SURVEY CONTROL
 PT0768  ______________________________________________________________________
 PT0768* NAD 83(1986) POSITION- 44 01 26.     (N) 101 43 40.     (W)   SCALED
 PT0768* NAVD 88 ORTHO HEIGHT -   690.553 (meters)     2265.59  (feet) ADJUSTED
 PT0768  ______________________________________________________________________
 PT0768  GEOID HEIGHT    -        -20.877 (meters)                     GEOID18
 PT0768  DYNAMIC HEIGHT  -        690.352 (meters)     2264.93  (feet) COMP
 PT0768  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 PT0768
 PT0768  VERT ORDER      -  SECOND    CLASS 0
 PT0768
 PT0768.The horizontal coordinates were scaled from a map and have
 PT0768.an estimated accuracy of +/- 6 seconds.
 PT0768
 PT0768.The orthometric height was determined by differential leveling and
 PT0768.adjusted by the NATIONAL GEODETIC SURVEY
 PT0768.in June 1991.
 PT0768
 PT0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0768.GEOID18 height accuracy estimate available here.
 PT0768
 PT0768.Click photographs - Photos may exist for this station.
 PT0768
 PT0768.The dynamic height is computed by dividing the NAVD 88
 PT0768.geopotential number by the normal gravity value computed on the
 PT0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0768.degrees latitude (g = 980.6199 gals.).
 PT0768
 PT0768.The modeled gravity was interpolated from observed gravity values.
 PT0768
 PT0768;                    North         East    Units  Estimated Accuracy
 PT0768;SPC SD S     -   188,750.      488,220.      MT  (+/- 180 meters Scaled)
 PT0768
 PT0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP813781(NAD 83)
 PT0768
 PT0768                          SUPERSEDED SURVEY CONTROL
 PT0768
 PT0768  NGVD 29 (??/??/92)  690.104  (m)         2264.12   (f) ADJ UNCH    2 0
 PT0768
 PT0768.Superseded values are not recommended for survey control.
 PT0768
 PT0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0768.See file dsdata.pdf to determine how the superseded data were derived.
 PT0768
 PT0768_MARKER: DS = TRIANGULATION STATION DISK
 PT0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0768_STAMPING: C 5 Q 1961
 PT0768_MARK LOGO: CGS
 PT0768_PROJECTION: FLUSH
 PT0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0768+STABILITY: SURFACE MOTION
 PT0768
 PT0768  HISTORY     - Date     Condition        Report By
 PT0768  HISTORY     - 1961     MONUMENTED       CGS
 PT0768  HISTORY     - 1962     GOOD             CGS
 PT0768
 PT0768                          STATION DESCRIPTION
 PT0768
 PT0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0768'3.7 MI SW FROM PHILIP.
 PT0768'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0768'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0768'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0768'U.S. HIGHWAY 14, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 PT0768'IN SECTION 20, T 1 N, R 20 E, 41 FEET WEST OF THE CENTER LINE
 PT0768'OF THE ROAD, 37 FEET WEST OF A CATTLE GUARD, 6 FEET NORTH
 PT0768'OF A FENCE, 6.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PT0768'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0768'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0770 ***********************************************************************
 PT0770  DESIGNATION -  C 5 Q RM 1
 PT0770  PID         -  PT0770
 PT0770  STATE/COUNTY-  SD/HAAKON
 PT0770  COUNTRY     -  US
 PT0770  USGS QUAD   -  PHILIP (2017)
 PT0770
 PT0770                         *CURRENT SURVEY CONTROL
 PT0770  ______________________________________________________________________
 PT0770* NAD 83(1986) POSITION- 44 01 26.     (N) 101 43 40.     (W)   SCALED
 PT0770* NAVD 88 ORTHO HEIGHT -   690.590 (meters)     2265.71  (feet) ADJUSTED
 PT0770  ______________________________________________________________________
 PT0770  GEOID HEIGHT    -        -20.877 (meters)                     GEOID18
 PT0770  DYNAMIC HEIGHT  -        690.389 (meters)     2265.05  (feet) COMP
 PT0770  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 PT0770
 PT0770  VERT ORDER      -  SECOND    CLASS 0
 PT0770
 PT0770.The horizontal coordinates were scaled from a map and have
 PT0770.an estimated accuracy of +/- 6 seconds.
 PT0770
 PT0770.The orthometric height was determined by differential leveling and
 PT0770.adjusted by the NATIONAL GEODETIC SURVEY
 PT0770.in June 1991.
 PT0770
 PT0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0770.GEOID18 height accuracy estimate available here.
 PT0770
 PT0770.Click photographs - Photos may exist for this station.
 PT0770
 PT0770.The dynamic height is computed by dividing the NAVD 88
 PT0770.geopotential number by the normal gravity value computed on the
 PT0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0770.degrees latitude (g = 980.6199 gals.).
 PT0770
 PT0770.The modeled gravity was interpolated from observed gravity values.
 PT0770
 PT0770;                    North         East    Units  Estimated Accuracy
 PT0770;SPC SD S     -   188,750.      488,220.      MT  (+/- 180 meters Scaled)
 PT0770
 PT0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP813781(NAD 83)
 PT0770
 PT0770                          SUPERSEDED SURVEY CONTROL
 PT0770
 PT0770  NGVD 29 (??/??/92)  690.142  (m)         2264.24   (f) ADJ UNCH    2 0
 PT0770
 PT0770.Superseded values are not recommended for survey control.
 PT0770
 PT0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0770.See file dsdata.pdf to determine how the superseded data were derived.
 PT0770
 PT0770_MARKER: DR = REFERENCE MARK DISK
 PT0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0770_STAMPING: C 5 Q NO 1 1961
 PT0770_MARK LOGO: CGS
 PT0770_PROJECTION: FLUSH
 PT0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0770+STABILITY: SURFACE MOTION
 PT0770
 PT0770  HISTORY     - Date     Condition        Report By
 PT0770  HISTORY     - 1961     MONUMENTED       CGS
 PT0770  HISTORY     - 1962     GOOD             CGS
 PT0770
 PT0770                          STATION DESCRIPTION
 PT0770
 PT0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0770'3.7 MI SW FROM PHILIP.
 PT0770'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0770'NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0770'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0770'HIGHWAY 14, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, 37 FEET
 PT0770'WEST OF THE CENTER LINE OF THE ROAD, 72 FEET NORTHWEST OF THE
 PT0770'NORTHWEST CORNER OF A CATTLE GUARD, 68 FEET NORTH OF A FENCE,
 PT0770'61.5 FEET NORTH OF C 5 Q 1961, ABOUT LEVEL WITH THE ROAD, AND
 PT0770'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0769 ***********************************************************************
 PT0769  DESIGNATION -  C 5 Q RM 2
 PT0769  PID         -  PT0769
 PT0769  STATE/COUNTY-  SD/HAAKON
 PT0769  COUNTRY     -  US
 PT0769  USGS QUAD   -  PHILIP (2017)
 PT0769
 PT0769                         *CURRENT SURVEY CONTROL
 PT0769  ______________________________________________________________________
 PT0769* NAD 83(1986) POSITION- 44 01 26.     (N) 101 43 39.     (W)   SCALED
 PT0769* NAVD 88 ORTHO HEIGHT -   690.649 (meters)     2265.90  (feet) ADJUSTED
 PT0769  ______________________________________________________________________
 PT0769  GEOID HEIGHT    -        -20.878 (meters)                     GEOID18
 PT0769  DYNAMIC HEIGHT  -        690.448 (meters)     2265.24  (feet) COMP
 PT0769  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PT0769
 PT0769  VERT ORDER      -  SECOND    CLASS 0
 PT0769
 PT0769.The horizontal coordinates were scaled from a map and have
 PT0769.an estimated accuracy of +/- 6 seconds.
 PT0769
 PT0769.The orthometric height was determined by differential leveling and
 PT0769.adjusted by the NATIONAL GEODETIC SURVEY
 PT0769.in June 1991.
 PT0769
 PT0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0769.GEOID18 height accuracy estimate available here.
 PT0769
 PT0769.Click photographs - Photos may exist for this station.
 PT0769
 PT0769.The dynamic height is computed by dividing the NAVD 88
 PT0769.geopotential number by the normal gravity value computed on the
 PT0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0769.degrees latitude (g = 980.6199 gals.).
 PT0769
 PT0769.The modeled gravity was interpolated from observed gravity values.
 PT0769
 PT0769;                    North         East    Units  Estimated Accuracy
 PT0769;SPC SD S     -   188,750.      488,240.      MT  (+/- 180 meters Scaled)
 PT0769
 PT0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP814781(NAD 83)
 PT0769
 PT0769                          SUPERSEDED SURVEY CONTROL
 PT0769
 PT0769  NGVD 29 (??/??/92)  690.201  (m)         2264.43   (f) ADJ UNCH    2 0
 PT0769
 PT0769.Superseded values are not recommended for survey control.
 PT0769
 PT0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0769.See file dsdata.pdf to determine how the superseded data were derived.
 PT0769
 PT0769_MARKER: DR = REFERENCE MARK DISK
 PT0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0769_STAMPING: C 5 Q NO 2 1961
 PT0769_MARK LOGO: CGS
 PT0769_PROJECTION: FLUSH
 PT0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0769+STABILITY: SURFACE MOTION
 PT0769
 PT0769  HISTORY     - Date     Condition        Report By
 PT0769  HISTORY     - 1961     MONUMENTED       CGS
 PT0769  HISTORY     - 1962     GOOD             CGS
 PT0769
 PT0769                          STATION DESCRIPTION
 PT0769
 PT0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0769'3.7 MI SW FROM PHILIP.
 PT0769'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0769'NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0769'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0769'HIGHWAY 14, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, IN
 PT0769'SECTION 20, T 1 N, R 20 E, 86 FEET WEST OF THE CENTER LINE OF
 PT0769'THE ROAD, 82 FEET WEST OF THE WEST END OF A CATTLE GUARD, 1 FOOT
 PT0769'NORTH OF A FENCE, 45.7 FEET WEST OF C 5 Q 1961, ABOUT LEVEL WITH
 PT0769'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0769'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0771 ***********************************************************************
 PT0771  DESIGNATION -  C 5 R
 PT0771  PID         -  PT0771
 PT0771  STATE/COUNTY-  SD/HAAKON
 PT0771  COUNTRY     -  US
 PT0771  USGS QUAD   -  PHILIP (2017)
 PT0771
 PT0771                         *CURRENT SURVEY CONTROL
 PT0771  ______________________________________________________________________
 PT0771* NAD 83(1986) POSITION- 44 01 48.     (N) 101 43 37.     (W)   SCALED
 PT0771* NAVD 88 ORTHO HEIGHT -   700.923 (meters)     2299.61  (feet) ADJUSTED
 PT0771  ______________________________________________________________________
 PT0771  GEOID HEIGHT    -        -20.877 (meters)                     GEOID18
 PT0771  DYNAMIC HEIGHT  -        700.720 (meters)     2298.95  (feet) COMP
 PT0771  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 PT0771
 PT0771  VERT ORDER      -  SECOND    CLASS 0
 PT0771
 PT0771.The horizontal coordinates were scaled from a map and have
 PT0771.an estimated accuracy of +/- 6 seconds.
 PT0771
 PT0771.The orthometric height was determined by differential leveling and
 PT0771.adjusted by the NATIONAL GEODETIC SURVEY
 PT0771.in June 1991.
 PT0771
 PT0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0771.GEOID18 height accuracy estimate available here.
 PT0771
 PT0771.Click photographs - Photos may exist for this station.
 PT0771
 PT0771.The dynamic height is computed by dividing the NAVD 88
 PT0771.geopotential number by the normal gravity value computed on the
 PT0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0771.degrees latitude (g = 980.6199 gals.).
 PT0771
 PT0771.The modeled gravity was interpolated from observed gravity values.
 PT0771
 PT0771;                    North         East    Units  Estimated Accuracy
 PT0771;SPC SD S     -   189,430.      488,290.      MT  (+/- 180 meters Scaled)
 PT0771
 PT0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP814788(NAD 83)
 PT0771
 PT0771                          SUPERSEDED SURVEY CONTROL
 PT0771
 PT0771  NGVD 29 (??/??/92)  700.47   (m)         2298.1    (f) COMPUTED    2 0
 PT0771
 PT0771.Superseded values are not recommended for survey control.
 PT0771
 PT0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0771.See file dsdata.pdf to determine how the superseded data were derived.
 PT0771
 PT0771_MARKER: DS = TRIANGULATION STATION DISK
 PT0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0771_STAMPING: C 5 R 1961
 PT0771_MARK LOGO: CGS
 PT0771_PROJECTION: FLUSH
 PT0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0771+STABILITY: SURFACE MOTION
 PT0771
 PT0771  HISTORY     - Date     Condition        Report By
 PT0771  HISTORY     - 1961     MONUMENTED       CGS
 PT0771  HISTORY     - 1962     GOOD             CGS
 PT0771
 PT0771                          STATION DESCRIPTION
 PT0771
 PT0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0771'3.7 MI SW FROM PHILIP.
 PT0771'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0771'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0771'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0771'HIGHWAY 14, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, AT THE
 PT0771'CREST OF A HILL, IN SECTION 21, T 1 N, R 20 E, 42 FEET EAST OF
 PT0771'THE CENTER LINE OF THE ROAD, 17 FEET SOUTH OF THE CENTER OF A
 PT0771'WIRE GATE, 29 FEET SOUTH OF AN EAST-WEST FENCE, 3 FEET WEST OF A
 PT0771'FENCE, 4.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PT0771'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0771'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0766 ***********************************************************************
 PT0766  DESIGNATION -  C 5 R AZ MK
 PT0766  PID         -  PT0766
 PT0766  STATE/COUNTY-  SD/HAAKON
 PT0766  COUNTRY     -  US
 PT0766  USGS QUAD   -  PHILIP (2017)
 PT0766
 PT0766                         *CURRENT SURVEY CONTROL
 PT0766  ______________________________________________________________________
 PT0766* NAD 83(1986) POSITION- 44 01 49.     (N) 101 43 06.     (W)   SCALED
 PT0766* NAVD 88 ORTHO HEIGHT -   688.548 (meters)     2259.01  (feet) ADJUSTED
 PT0766  ______________________________________________________________________
 PT0766  GEOID HEIGHT    -        -20.908 (meters)                     GEOID18
 PT0766  DYNAMIC HEIGHT  -        688.348 (meters)     2258.36  (feet) COMP
 PT0766  MODELED GRAVITY -    980,306.9   (mgal)                       NAVD 88
 PT0766
 PT0766  VERT ORDER      -  SECOND    CLASS 0
 PT0766
 PT0766.The horizontal coordinates were scaled from a map and have
 PT0766.an estimated accuracy of +/- 6 seconds.
 PT0766
 PT0766.The orthometric height was determined by differential leveling and
 PT0766.adjusted by the NATIONAL GEODETIC SURVEY
 PT0766.in June 1991.
 PT0766
 PT0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0766.GEOID18 height accuracy estimate available here.
 PT0766
 PT0766.Click photographs - Photos may exist for this station.
 PT0766
 PT0766.The dynamic height is computed by dividing the NAVD 88
 PT0766.geopotential number by the normal gravity value computed on the
 PT0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0766.degrees latitude (g = 980.6199 gals.).
 PT0766
 PT0766.The modeled gravity was interpolated from observed gravity values.
 PT0766
 PT0766;                    North         East    Units  Estimated Accuracy
 PT0766;SPC SD S     -   189,450.      488,980.      MT  (+/- 180 meters Scaled)
 PT0766
 PT0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP821788(NAD 83)
 PT0766
 PT0766                          SUPERSEDED SURVEY CONTROL
 PT0766
 PT0766  NGVD 29 (??/??/92)  688.10   (m)         2257.5    (f) COMPUTED    2 0
 PT0766
 PT0766.Superseded values are not recommended for survey control.
 PT0766
 PT0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0766.See file dsdata.pdf to determine how the superseded data were derived.
 PT0766
 PT0766_MARKER: DZ = AZIMUTH MARK DISK
 PT0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0766_STAMPING: C 5 R 1961
 PT0766_MARK LOGO: CGS
 PT0766_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0766+STABILITY: SURFACE MOTION
 PT0766
 PT0766  HISTORY     - Date     Condition        Report By
 PT0766  HISTORY     - 1961     MONUMENTED       CGS
 PT0766  HISTORY     - 1962     GOOD             CGS
 PT0766
 PT0766                          STATION DESCRIPTION
 PT0766
 PT0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0766'3 MI SW FROM PHILIP.
 PT0766'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0766'NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0766'ALONG WEST PINE STREET, THENCE 2.0 MILES SOUTHWEST ALONG U.S.
 PT0766'HIGHWAY 14, ABOUT 0.1 MILE NORTHEAST OF A LARGE CULVERT UNDER THE
 PT0766'HIGHWAY, 74 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PT0766'40 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 11 FEET SOUTHWEST
 PT0766'OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A FENCE, 2.7 FEET SOUTHWEST
 PT0766'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 PT0766'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0773 ***********************************************************************
 PT0773  DESIGNATION -  C 5 R RM 1
 PT0773  PID         -  PT0773
 PT0773  STATE/COUNTY-  SD/HAAKON
 PT0773  COUNTRY     -  US
 PT0773  USGS QUAD   -  PHILIP (2017)
 PT0773
 PT0773                         *CURRENT SURVEY CONTROL
 PT0773  ______________________________________________________________________
 PT0773* NAD 83(1986) POSITION- 44 01 48.     (N) 101 43 37.     (W)   SCALED
 PT0773* NAVD 88 ORTHO HEIGHT -   700.917 (meters)     2299.59  (feet) ADJUSTED
 PT0773  ______________________________________________________________________
 PT0773  GEOID HEIGHT    -        -20.877 (meters)                     GEOID18
 PT0773  DYNAMIC HEIGHT  -        700.714 (meters)     2298.93  (feet) COMP
 PT0773  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 PT0773
 PT0773  VERT ORDER      -  SECOND    CLASS 0
 PT0773
 PT0773.The horizontal coordinates were scaled from a map and have
 PT0773.an estimated accuracy of +/- 6 seconds.
 PT0773
 PT0773.The orthometric height was determined by differential leveling and
 PT0773.adjusted by the NATIONAL GEODETIC SURVEY
 PT0773.in June 1991.
 PT0773
 PT0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0773.GEOID18 height accuracy estimate available here.
 PT0773
 PT0773.Click photographs - Photos may exist for this station.
 PT0773
 PT0773.The dynamic height is computed by dividing the NAVD 88
 PT0773.geopotential number by the normal gravity value computed on the
 PT0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0773.degrees latitude (g = 980.6199 gals.).
 PT0773
 PT0773.The modeled gravity was interpolated from observed gravity values.
 PT0773
 PT0773;                    North         East    Units  Estimated Accuracy
 PT0773;SPC SD S     -   189,430.      488,290.      MT  (+/- 180 meters Scaled)
 PT0773
 PT0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP814788(NAD 83)
 PT0773
 PT0773                          SUPERSEDED SURVEY CONTROL
 PT0773
 PT0773  NGVD 29 (??/??/92)  700.47   (m)         2298.1    (f) COMPUTED    2 0
 PT0773
 PT0773.Superseded values are not recommended for survey control.
 PT0773
 PT0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0773.See file dsdata.pdf to determine how the superseded data were derived.
 PT0773
 PT0773_MARKER: DR = REFERENCE MARK DISK
 PT0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0773_STAMPING: C 5 R NO 1 1961
 PT0773_MARK LOGO: CGS
 PT0773_PROJECTION: FLUSH
 PT0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0773+STABILITY: SURFACE MOTION
 PT0773
 PT0773  HISTORY     - Date     Condition        Report By
 PT0773  HISTORY     - 1961     MONUMENTED       CGS
 PT0773  HISTORY     - 1962     GOOD             CGS
 PT0773
 PT0773                          STATION DESCRIPTION
 PT0773
 PT0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0773'3.7 MI SW FROM PHILIP.
 PT0773'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0773'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0773'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0773'U.S. HIGHWAY 14, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, AT
 PT0773'THE CREST OF A HILL, IN SECTION 21, T 1 N, R 20 E, 44 FEET EAST
 PT0773'OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF THE CENTER OF A
 PT0773'WIRE GATE, 1 FOOT WEST OF A FENCE, 48.8 FEET NORTH OF C 5 R 1961,
 PT0773'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0773'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0772 ***********************************************************************
 PT0772  DESIGNATION -  C 5 R RM 2
 PT0772  PID         -  PT0772
 PT0772  STATE/COUNTY-  SD/HAAKON
 PT0772  COUNTRY     -  US
 PT0772  USGS QUAD   -  PHILIP (2017)
 PT0772
 PT0772                         *CURRENT SURVEY CONTROL
 PT0772  ______________________________________________________________________
 PT0772* NAD 83(1986) POSITION- 44 01 48.     (N) 101 43 37.     (W)   SCALED
 PT0772* NAVD 88 ORTHO HEIGHT -   700.573 (meters)     2298.46  (feet) ADJUSTED
 PT0772  ______________________________________________________________________
 PT0772  GEOID HEIGHT    -        -20.877 (meters)                     GEOID18
 PT0772  DYNAMIC HEIGHT  -        700.371 (meters)     2297.80  (feet) COMP
 PT0772  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 PT0772
 PT0772  VERT ORDER      -  SECOND    CLASS 0
 PT0772
 PT0772.The horizontal coordinates were scaled from a map and have
 PT0772.an estimated accuracy of +/- 6 seconds.
 PT0772
 PT0772.The orthometric height was determined by differential leveling and
 PT0772.adjusted by the NATIONAL GEODETIC SURVEY
 PT0772.in June 1991.
 PT0772
 PT0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0772.GEOID18 height accuracy estimate available here.
 PT0772
 PT0772.Click photographs - Photos may exist for this station.
 PT0772
 PT0772.The dynamic height is computed by dividing the NAVD 88
 PT0772.geopotential number by the normal gravity value computed on the
 PT0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0772.degrees latitude (g = 980.6199 gals.).
 PT0772
 PT0772.The modeled gravity was interpolated from observed gravity values.
 PT0772
 PT0772;                    North         East    Units  Estimated Accuracy
 PT0772;SPC SD S     -   189,430.      488,290.      MT  (+/- 180 meters Scaled)
 PT0772
 PT0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP814788(NAD 83)
 PT0772
 PT0772                          SUPERSEDED SURVEY CONTROL
 PT0772
 PT0772  NGVD 29 (??/??/92)  700.12   (m)         2297.0    (f) COMPUTED    2 0
 PT0772
 PT0772.Superseded values are not recommended for survey control.
 PT0772
 PT0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0772.See file dsdata.pdf to determine how the superseded data were derived.
 PT0772
 PT0772_MARKER: DR = REFERENCE MARK DISK
 PT0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0772_STAMPING: C 5 R NO 2 1961
 PT0772_MARK LOGO: CGS
 PT0772_PROJECTION: FLUSH
 PT0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0772+STABILITY: SURFACE MOTION
 PT0772
 PT0772  HISTORY     - Date     Condition        Report By
 PT0772  HISTORY     - 1961     MONUMENTED       CGS
 PT0772  HISTORY     - 1962     GOOD             CGS
 PT0772
 PT0772                          STATION DESCRIPTION
 PT0772
 PT0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0772'3.7 MI SW FROM PHILIP.
 PT0772'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0772'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0772'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0772'U.S. HIGHWAY 14, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD,
 PT0772'AT THE CREST OF A HILL, IN SECTION 21, T 1 N, R 20 E, 49 FEET
 PT0772'WEST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF A POWER
 PT0772'POLE, 1 FOOT EAST OF A FENCE, 88.4 FEET WEST AND ACROSS THE ROAD
 PT0772'FROM C 5 R 1961, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PT0772'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0538 ***********************************************************************
 PS0538  DESIGNATION -  C 50
 PS0538  PID         -  PS0538
 PS0538  STATE/COUNTY-  SD/HYDE
 PS0538  COUNTRY     -  US
 PS0538  USGS QUAD   -  HOLABIRD (2017)
 PS0538
 PS0538                         *CURRENT SURVEY CONTROL
 PS0538  ______________________________________________________________________
 PS0538* NAD 83(1986) POSITION- 44 31 21.     (N) 099 31 22.     (W)   SCALED
 PS0538* NAVD 88 ORTHO HEIGHT -   570.724 (meters)     1872.45  (feet) ADJUSTED
 PS0538  ______________________________________________________________________
 PS0538  GEOID HEIGHT    -        -23.772 (meters)                     GEOID18
 PS0538  DYNAMIC HEIGHT  -        570.610 (meters)     1872.08  (feet) COMP
 PS0538  MODELED GRAVITY -    980,399.4   (mgal)                       NAVD 88
 PS0538
 PS0538  VERT ORDER      -  SECOND    CLASS 0
 PS0538
 PS0538.The horizontal coordinates were scaled from a map and have
 PS0538.an estimated accuracy of +/- 6 seconds.
 PS0538
 PS0538.The orthometric height was determined by differential leveling and
 PS0538.adjusted by the NATIONAL GEODETIC SURVEY
 PS0538.in June 1991.
 PS0538
 PS0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0538.GEOID18 height accuracy estimate available here.
 PS0538
 PS0538.Click photographs - Photos may exist for this station.
 PS0538
 PS0538.The dynamic height is computed by dividing the NAVD 88
 PS0538.geopotential number by the normal gravity value computed on the
 PS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0538.degrees latitude (g = 980.6199 gals.).
 PS0538
 PS0538.The modeled gravity was interpolated from observed gravity values.
 PS0538
 PS0538;                    North         East    Units  Estimated Accuracy
 PS0538;SPC SD N     -    76,690.      637,940.      MT  (+/- 180 meters Scaled)
 PS0538
 PS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ584300(NAD 83)
 PS0538
 PS0538                          SUPERSEDED SURVEY CONTROL
 PS0538
 PS0538  NGVD 29 (??/??/92)  570.360  (m)         1871.26   (f) ADJ UNCH    2 0
 PS0538
 PS0538.Superseded values are not recommended for survey control.
 PS0538
 PS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0538.See file dsdata.pdf to determine how the superseded data were derived.
 PS0538
 PS0538_MARKER: DB = BENCH MARK DISK
 PS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0538_STAMPING: C 50 1934
 PS0538_MARK LOGO: CGS
 PS0538_PROJECTION: FLUSH
 PS0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0538+STABILITY: SURFACE MOTION
 PS0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0538+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1994
 PS0538
 PS0538  HISTORY     - Date     Condition        Report By
 PS0538  HISTORY     - 1934     MONUMENTED       CGS
 PS0538  HISTORY     - 1940     GOOD             CGS
 PS0538  HISTORY     - 19941008 GOOD             NGS
 PS0538
 PS0538                          STATION DESCRIPTION
 PS0538
 PS0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0538'3.7 MI E FROM HOLABIRD.
 PS0538'ABOUT 3.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0538'FROM THE STATION AT HOLABIRD, HYDE COUNTY, ABOUT 8 POLES WEST
 PS0538'OF MILEPOST 429, AT A SECTION-LINE ROAD CROSSING, 94.9 FEET
 PS0538'NORTH OF THE NORTH RAIL, 44.5 FEET EAST OF THE CENTER LINE OF
 PS0538'THE ROAD, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 0.8 FOOT WEST
 PS0538'OF A WHITE REFERENCE POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 PS0538'A STANDARD DISK, STAMPED C 50 1934 AND SET IN THE TOP OF A
 PS0538'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 PS0538
 PS0538                          STATION RECOVERY (1940)
 PS0538
 PS0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0538'RECOVERED IN GOOD CONDITION.
 PS0538
 PS0538                          STATION RECOVERY (1994)
 PS0538
 PS0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0538'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0538'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG
 PS0538'A GRAVELED ROAD, 28.9 M (94.8 FT) NORTH OF THE NEAR RAIL OF THE
 PS0538'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 13.4 M (44.0 FT) EAST OF THE
 PS0538'ROAD CENTER, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0
 PS0538'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PS0538'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0255 ***********************************************************************
 PS0255  DESIGNATION -  C 51
 PS0255  PID         -  PS0255
 PS0255  STATE/COUNTY-  SD/HAND
 PS0255  COUNTRY     -  US
 PS0255  USGS QUAD   -  MILLER SE (2017)
 PS0255
 PS0255                         *CURRENT SURVEY CONTROL
 PS0255  ______________________________________________________________________
 PS0255* NAD 83(1986) POSITION- 44 30 08.     (N) 098 49 22.     (W)   SCALED
 PS0255* NAVD 88 ORTHO HEIGHT -   462.740 (meters)     1518.17  (feet) ADJUSTED
 PS0255  ______________________________________________________________________
 PS0255  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 PS0255  DYNAMIC HEIGHT  -        462.652 (meters)     1517.88  (feet) COMP
 PS0255  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PS0255
 PS0255  VERT ORDER      -  FIRST     CLASS II
 PS0255
 PS0255.The horizontal coordinates were scaled from a map and have
 PS0255.an estimated accuracy of +/- 6 seconds.
 PS0255
 PS0255.The orthometric height was determined by differential leveling and
 PS0255.adjusted by the NATIONAL GEODETIC SURVEY
 PS0255.in October 1997.
 PS0255
 PS0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0255.GEOID18 height accuracy estimate available here.
 PS0255
 PS0255.Click photographs - Photos may exist for this station.
 PS0255
 PS0255.The dynamic height is computed by dividing the NAVD 88
 PS0255.geopotential number by the normal gravity value computed on the
 PS0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0255.degrees latitude (g = 980.6199 gals.).
 PS0255
 PS0255.The modeled gravity was interpolated from observed gravity values.
 PS0255
 PS0255;                    North         East    Units  Estimated Accuracy
 PS0255;SPC SD N     -    75,010.      693,620.      MT  (+/- 180 meters Scaled)
 PS0255
 PS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ140276(NAD 83)
 PS0255
 PS0255                          SUPERSEDED SURVEY CONTROL
 PS0255
 PS0255  NAVD 88 (06/15/91)  462.713  (m)         1518.08   (f) SUPERSEDED  1 2
 PS0255  NGVD 29 (??/??/92)  462.392  (m)         1517.03   (f) ADJ UNCH    1 2
 PS0255
 PS0255.Superseded values are not recommended for survey control.
 PS0255
 PS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0255.See file dsdata.pdf to determine how the superseded data were derived.
 PS0255
 PS0255_MARKER: DB = BENCH MARK DISK
 PS0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0255_STAMPING: C 51 1934
 PS0255_MARK LOGO: CGS
 PS0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0255+STABILITY: SURFACE MOTION
 PS0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0255+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0255
 PS0255  HISTORY     - Date     Condition        Report By
 PS0255  HISTORY     - 1934     MONUMENTED       CGS
 PS0255  HISTORY     - 1940     GOOD             CGS
 PS0255  HISTORY     - 19941101 GOOD             NGS
 PS0255
 PS0255                          STATION DESCRIPTION
 PS0255
 PS0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0255'1.4 MI W FROM VAYLAND.
 PS0255'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0255'FROM THE STATION AT VAYLAND, HAND COUNTY, 9 POLES WEST OF
 PS0255'MILEPOST 394, AT A SECTION-LINE ROAD CROSSING, 97.2 FEET
 PS0255'NORTH OF THE NORTH RAIL, 35.5 FEET EAST OF THE CENTERLINE OF THE
 PS0255'ROAD, 6 FEET SOUTH OF A CORNER OF THE RIGHT-OF-WAY FENCE, 0.8
 PS0255'FOOT WEST OF A WHITE REFERENCE POST, AND 18 INCHES LOWER
 PS0255'THAN THE TRACK.  A STANDARD DISK, STAMPED C 51 1934 AND SET IN
 PS0255'THE TOP OF A CONCRETE POST.
 PS0255
 PS0255                          STATION RECOVERY (1940)
 PS0255
 PS0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0255'RECOVERED IN GOOD CONDITION.
 PS0255
 PS0255                          STATION RECOVERY (1994)
 PS0255
 PS0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0255'13.6 KM (8.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0255'IN MILLER, 620.0 M (2034.1 FT) WEST OF MILEPOST 309, 28.0 M (91.9 FT)
 PS0255'NORTHEAST OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN
 PS0255'RAILROAD, 18.0 M (59.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.6 M
 PS0255'(31.5 FT) EAST OF THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) BELOW THE
 PS0255'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A METAL GUARD POST, AND
 PS0255'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0102 ***********************************************************************
 PS0102  DESIGNATION -  C 52
 PS0102  PID         -  PS0102
 PS0102  STATE/COUNTY-  SD/BEADLE
 PS0102  COUNTRY     -  US
 PS0102  USGS QUAD   -  CAVOUR (2017)
 PS0102
 PS0102                         *CURRENT SURVEY CONTROL
 PS0102  ______________________________________________________________________
 PS0102* NAD 83(1986) POSITION- 44 22 05.     (N) 098 05 35.     (W)   SCALED
 PS0102* NAVD 88 ORTHO HEIGHT -   395.419 (meters)     1297.30  (feet) ADJUSTED
 PS0102  ______________________________________________________________________
 PS0102  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 PS0102  DYNAMIC HEIGHT  -        395.353 (meters)     1297.09  (feet) COMP
 PS0102  MODELED GRAVITY -    980,438.8   (mgal)                       NAVD 88
 PS0102
 PS0102  VERT ORDER      -  SECOND    CLASS 0
 PS0102
 PS0102.The horizontal coordinates were scaled from a map and have
 PS0102.an estimated accuracy of +/- 6 seconds.
 PS0102
 PS0102.The orthometric height was determined by differential leveling and
 PS0102.adjusted by the NATIONAL GEODETIC SURVEY
 PS0102.in June 1991.
 PS0102
 PS0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0102.GEOID18 height accuracy estimate available here.
 PS0102
 PS0102.Click photographs - Photos may exist for this station.
 PS0102
 PS0102.The dynamic height is computed by dividing the NAVD 88
 PS0102.geopotential number by the normal gravity value computed on the
 PS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0102.degrees latitude (g = 980.6199 gals.).
 PS0102
 PS0102.The modeled gravity was interpolated from observed gravity values.
 PS0102
 PS0102;                    North         East    Units  Estimated Accuracy
 PS0102;SPC SD N     -    61,210.      751,990.      MT  (+/- 180 meters Scaled)
 PS0102
 PS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ722131(NAD 83)
 PS0102
 PS0102                          SUPERSEDED SURVEY CONTROL
 PS0102
 PS0102  NGVD 29 (??/??/92)  395.157  (m)         1296.44   (f) ADJ UNCH    2 0
 PS0102
 PS0102.Superseded values are not recommended for survey control.
 PS0102
 PS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0102.See file dsdata.pdf to determine how the superseded data were derived.
 PS0102
 PS0102_MARKER: DB = BENCH MARK DISK
 PS0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0102_STAMPING: C 52 1934
 PS0102_MARK LOGO: CGS
 PS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0102+STABILITY: SURFACE MOTION
 PS0102
 PS0102  HISTORY     - Date     Condition        Report By
 PS0102  HISTORY     - 1934     MONUMENTED       CGS
 PS0102  HISTORY     - 1954     MARK NOT FOUND   USGS
 PS0102
 PS0102                          STATION DESCRIPTION
 PS0102
 PS0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0102'2.8 MI W FROM CAVOUR.
 PS0102'ABOUT 2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0102'FROM THE STATION AT CAVOUR, BEADLE COUNTY, ABOUT 9 POLES EAST OF
 PS0102'MILEPOST 357, AT A ROAD CROSSING, 32 FEET EAST OF THE CENTER
 PS0102'LINE OF THE ROAD, ABOUT 100 FEET NORTH OF THE CENTER LINE OF THE
 PS0102'TRACK, 32 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND
 PS0102'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PS0102'C 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0102
 PS0102                          STATION RECOVERY (1954)
 PS0102
 PS0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PS0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0360 ***********************************************************************
 OQ0360  DESIGNATION -  C 53
 OQ0360  PID         -  OQ0360
 OQ0360  STATE/COUNTY-  SD/MCCOOK
 OQ0360  COUNTRY     -  US
 OQ0360  USGS QUAD   -  UNITYVILLE (2017)
 OQ0360
 OQ0360                         *CURRENT SURVEY CONTROL
 OQ0360  ______________________________________________________________________
 OQ0360* NAD 83(1986) POSITION- 43 46 31.     (N) 097 26 02.     (W)   SCALED
 OQ0360* NAVD 88 ORTHO HEIGHT -   459.828 (meters)     1508.62  (feet) ADJUSTED
 OQ0360  ______________________________________________________________________
 OQ0360  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 OQ0360  DYNAMIC HEIGHT  -        459.717 (meters)     1508.25  (feet) COMP
 OQ0360  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 OQ0360
 OQ0360  VERT ORDER      -  SECOND    CLASS 0
 OQ0360
 OQ0360.The horizontal coordinates were scaled from a map and have
 OQ0360.an estimated accuracy of +/- 6 seconds.
 OQ0360
 OQ0360.The orthometric height was determined by differential leveling and
 OQ0360.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0360.in June 1991.
 OQ0360
 OQ0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0360.GEOID18 height accuracy estimate available here.
 OQ0360
 OQ0360.Click photographs - Photos may exist for this station.
 OQ0360
 OQ0360.The dynamic height is computed by dividing the NAVD 88
 OQ0360.geopotential number by the normal gravity value computed on the
 OQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0360.degrees latitude (g = 980.6199 gals.).
 OQ0360
 OQ0360.The modeled gravity was interpolated from observed gravity values.
 OQ0360
 OQ0360;                    North         East    Units  Estimated Accuracy
 OQ0360;SPC SD S     -   164,260.      833,360.      MT  (+/- 180 meters Scaled)
 OQ0360
 OQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP260481(NAD 83)
 OQ0360
 OQ0360                          SUPERSEDED SURVEY CONTROL
 OQ0360
 OQ0360  NGVD 29 (??/??/92)  459.536  (m)         1507.66   (f) ADJ UNCH    2 0
 OQ0360
 OQ0360.Superseded values are not recommended for survey control.
 OQ0360
 OQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0360.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0360
 OQ0360_MARKER: DB = BENCH MARK DISK
 OQ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0360_STAMPING: C 53 1934
 OQ0360_MARK LOGO: CGS
 OQ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0360+STABILITY: SURFACE MOTION
 OQ0360
 OQ0360  HISTORY     - Date     Condition        Report By
 OQ0360  HISTORY     - 1934     MONUMENTED       CGS
 OQ0360
 OQ0360                          STATION DESCRIPTION
 OQ0360
 OQ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0360'2 MI SE FROM UNITYVILLE.
 OQ0360'ABOUT 2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OQ0360'RAILWAY FROM THE STATION AT UNITYVILLE, MC COOK COUNTY,
 OQ0360'ABOUT 3 POLES SOUTHEAST OF MILEPOST 80, AT A ROAD CROSSING,
 OQ0360'ABOUT 120 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 39
 OQ0360'FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 8 FEET
 OQ0360'NORTHWEST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A
 OQ0360'STANDARD DISK, STAMPED C 53 1934 AND SET IN THE TOP OF A
 OQ0360'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0493 ***********************************************************************
 PR0493  DESIGNATION -  C 54
 PR0493  PID         -  PR0493
 PR0493  STATE/COUNTY-  SD/LAKE
 PR0493  COUNTRY     -  US
 PR0493  USGS QUAD   -  RAMONA (2017)
 PR0493
 PR0493                         *CURRENT SURVEY CONTROL
 PR0493  ______________________________________________________________________
 PR0493* NAD 83(1986) POSITION- 44 00 14.     (N) 097 14 39.     (W)   SCALED
 PR0493* NAVD 88 ORTHO HEIGHT -   533.468 (meters)     1750.22  (feet) ADJUSTED
 PR0493  ______________________________________________________________________
 PR0493  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 PR0493  DYNAMIC HEIGHT  -        533.340 (meters)     1749.80  (feet) COMP
 PR0493  MODELED GRAVITY -    980,362.8   (mgal)                       NAVD 88
 PR0493
 PR0493  VERT ORDER      -  SECOND    CLASS 0
 PR0493
 PR0493.The horizontal coordinates were scaled from a map and have
 PR0493.an estimated accuracy of +/- 6 seconds.
 PR0493
 PR0493.The orthometric height was determined by differential leveling and
 PR0493.adjusted by the NATIONAL GEODETIC SURVEY
 PR0493.in June 1991.
 PR0493
 PR0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0493.GEOID18 height accuracy estimate available here.
 PR0493
 PR0493.Click photographs - Photos may exist for this station.
 PR0493
 PR0493.The dynamic height is computed by dividing the NAVD 88
 PR0493.geopotential number by the normal gravity value computed on the
 PR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0493.degrees latitude (g = 980.6199 gals.).
 PR0493
 PR0493.The modeled gravity was interpolated from observed gravity values.
 PR0493
 PR0493;                    North         East    Units  Estimated Accuracy
 PR0493;SPC SD S     -   190,190.      847,680.      MT  (+/- 180 meters Scaled)
 PR0493
 PR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP407738(NAD 83)
 PR0493
 PR0493                          SUPERSEDED SURVEY CONTROL
 PR0493
 PR0493  NGVD 29 (??/??/92)  533.162  (m)         1749.22   (f) ADJ UNCH    2 0
 PR0493
 PR0493.Superseded values are not recommended for survey control.
 PR0493
 PR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0493.See file dsdata.pdf to determine how the superseded data were derived.
 PR0493
 PR0493_MARKER: DB = BENCH MARK DISK
 PR0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0493_STAMPING: C 54 1934
 PR0493_MARK LOGO: CGS
 PR0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0493+STABILITY: SURFACE MOTION
 PR0493
 PR0493  HISTORY     - Date     Condition        Report By
 PR0493  HISTORY     - 1934     MONUMENTED       CGS
 PR0493
 PR0493                          STATION DESCRIPTION
 PR0493
 PR0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0493'AT JUNIUS.
 PR0493'AT JUNIUS, LAKE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0493'PACIFIC RAILROAD, ACROSS A ROAD FROM THE STATION, AT A ROAD
 PR0493'CROSSING, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 PR0493'NORTH OF THE CENTER LINE OF THE TRACK, 7 FEET WEST OF A POLE,
 PR0493'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 54 1934
 PR0493'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0191 ***********************************************************************
 PR0191  DESIGNATION -  C 55
 PR0191  PID         -  PR0191
 PR0191  STATE/COUNTY-  SD/BROOKINGS
 PR0191  COUNTRY     -  US
 PR0191  USGS QUAD   -  AURORA (2017)
 PR0191
 PR0191                         *CURRENT SURVEY CONTROL
 PR0191  ______________________________________________________________________
 PR0191* NAD 83(1986) POSITION- 44 19 43.     (N) 096 38 46.     (W)   SCALED
 PR0191* NAVD 88 ORTHO HEIGHT -   515.417 (meters)     1691.00  (feet) ADJUSTED
 PR0191  ______________________________________________________________________
 PR0191  GEOID HEIGHT    -        -25.483 (meters)                     GEOID18
 PR0191  DYNAMIC HEIGHT  -        515.322 (meters)     1690.69  (feet) COMP
 PR0191  MODELED GRAVITY -    980,418.5   (mgal)                       NAVD 88
 PR0191
 PR0191  VERT ORDER      -  FIRST     CLASS II
 PR0191
 PR0191.The horizontal coordinates were scaled from a map and have
 PR0191.an estimated accuracy of +/- 6 seconds.
 PR0191
 PR0191.The orthometric height was determined by differential leveling and
 PR0191.adjusted by the NATIONAL GEODETIC SURVEY
 PR0191.in October 1997.
 PR0191
 PR0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0191.GEOID18 height accuracy estimate available here.
 PR0191
 PR0191.Click photographs - Photos may exist for this station.
 PR0191
 PR0191.The dynamic height is computed by dividing the NAVD 88
 PR0191.geopotential number by the normal gravity value computed on the
 PR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0191.degrees latitude (g = 980.6199 gals.).
 PR0191
 PR0191.The modeled gravity was interpolated from observed gravity values.
 PR0191
 PR0191;                    North         East    Units  Estimated Accuracy
 PR0191;SPC SD N     -    60,580.      867,440.      MT  (+/- 180 meters Scaled)
 PR0191
 PR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ876110(NAD 83)
 PR0191
 PR0191                          SUPERSEDED SURVEY CONTROL
 PR0191
 PR0191  NAVD 88 (06/15/91)  515.422  (m)         1691.01   (f) SUPERSEDED  1 2
 PR0191  NGVD 29 (??/??/92)  515.182  (m)         1690.23   (f) ADJ UNCH    1 2
 PR0191
 PR0191.Superseded values are not recommended for survey control.
 PR0191
 PR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0191.See file dsdata.pdf to determine how the superseded data were derived.
 PR0191
 PR0191_MARKER: DB = BENCH MARK DISK
 PR0191_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0191_SP_SET: STEP
 PR0191_STAMPING: C 55 1934
 PR0191_MARK LOGO: CGS
 PR0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0191+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1994
 PR0191
 PR0191  HISTORY     - Date     Condition        Report By
 PR0191  HISTORY     - 1934     MONUMENTED       CGS
 PR0191  HISTORY     - 19940919 GOOD             NGS
 PR0191
 PR0191                          STATION DESCRIPTION
 PR0191
 PR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0191'AT BUSHNELL.
 PR0191'AT BUSHNELL, BROOKINGS COUNTY, AT THE CITY SCHOOL, 3 BLOCKS WEST
 PR0191'ALONG MAIN STREET FROM THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0191'RAILWAY, IN THE EAST END OF THE BOTTOM CONCRETE STEP AT THE
 PR0191'SOUTH DOOR, AND ABOUT 16 INCHES ABOVE GROUND.  A STANDARD DISK,
 PR0191'STAMPED C 55 1934.
 PR0191
 PR0191                          STATION RECOVERY (1994)
 PR0191
 PR0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0191'IN BUSHNELL, AT THE INTERSECTION OF MAIN STREET AND COUNTY ROAD 25, IN
 PR0191'TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE BOTTOM CONCRETE
 PR0191'STEP AT THE SOUTH ENTRANCE TO A 2 STORY BRICK BUILDING (VACANT), 67.2
 PR0191'M (220.5 FT) EAST OF THE ROAD CENTER, 31.0 M (101.7 FT) NORTH OF THE
 PR0191'STREET CENTER, 1.0 M (3.3 FT) EAST OF THE CENTER OF THE ENTRANCE, AND
 PR0191'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0310 ***********************************************************************
 PR0310  DESIGNATION -  C 56
 PR0310  PID         -  PR0310
 PR0310  STATE/COUNTY-  SD/DEUEL
 PR0310  COUNTRY     -  US
 PR0310  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0310
 PR0310                         *CURRENT SURVEY CONTROL
 PR0310  ______________________________________________________________________
 PR0310* NAD 83(1986) POSITION- 44 49 08.     (N) 096 41 33.     (W)   SCALED
 PR0310* NAVD 88 ORTHO HEIGHT -   577.343 (meters)     1894.17  (feet) ADJUSTED
 PR0310  ______________________________________________________________________
 PR0310  GEOID HEIGHT    -        -25.300 (meters)                     GEOID18
 PR0310  DYNAMIC HEIGHT  -        577.259 (meters)     1893.89  (feet) COMP
 PR0310  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR0310
 PR0310  VERT ORDER      -  SECOND    CLASS 0
 PR0310
 PR0310.The horizontal coordinates were scaled from a map and have
 PR0310.an estimated accuracy of +/- 6 seconds.
 PR0310
 PR0310.The orthometric height was determined by differential leveling and
 PR0310.adjusted by the NATIONAL GEODETIC SURVEY
 PR0310.in June 1991.
 PR0310
 PR0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0310.GEOID18 height accuracy estimate available here.
 PR0310
 PR0310.Click photographs - Photos may exist for this station.
 PR0310
 PR0310.The dynamic height is computed by dividing the NAVD 88
 PR0310.geopotential number by the normal gravity value computed on the
 PR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0310.degrees latitude (g = 980.6199 gals.).
 PR0310
 PR0310.The modeled gravity was interpolated from observed gravity values.
 PR0310
 PR0310;                    North         East    Units  Estimated Accuracy
 PR0310;SPC SD N     -   114,860.      861,520.      MT  (+/- 180 meters Scaled)
 PR0310
 PR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ824654(NAD 83)
 PR0310
 PR0310                          SUPERSEDED SURVEY CONTROL
 PR0310
 PR0310  NGVD 29 (??/??/92)  577.089  (m)         1893.33   (f) ADJ UNCH    2 0
 PR0310
 PR0310.Superseded values are not recommended for survey control.
 PR0310
 PR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0310.See file dsdata.pdf to determine how the superseded data were derived.
 PR0310
 PR0310_MARKER: DB = BENCH MARK DISK
 PR0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0310_SP_SET: CULVERT HEADWALL
 PR0310_STAMPING: C 56 1934
 PR0310_MARK LOGO: CGS
 PR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0310+STABILITY: SURFACE MOTION
 PR0310
 PR0310  HISTORY     - Date     Condition        Report By
 PR0310  HISTORY     - 1934     MONUMENTED       CGS
 PR0310
 PR0310                          STATION DESCRIPTION
 PR0310
 PR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0310'1.7 MI S FROM ALTAMONT.
 PR0310'ABOUT 1.7 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE CHICAGO
 PR0310'AND NORTH WESTERN RAILWAY WATER TANK AT ALTAMONT, DEUEL COUNTY,
 PR0310'AT A CROSS ROAD, AT A 1-FOOT GALVANIZED PIPE CULVERT, IN THE
 PR0310'SOUTHEAST CONCRETE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.  A
 PR0310'STANDARD DISK, STAMPED C 56 1934.  NOTE-- U.S. HWY 77 HAS BEEN
 PR0310'REBUILT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0640 ***********************************************************************
 PR0640  DESIGNATION -  C 57
 PR0640  PID         -  PR0640
 PR0640  STATE/COUNTY-  SD/CLARK
 PR0640  COUNTRY     -  US
 PR0640  USGS QUAD   -  GARDEN CITY (2017)
 PR0640
 PR0640                         *CURRENT SURVEY CONTROL
 PR0640  ______________________________________________________________________
 PR0640* NAD 83(1986) POSITION- 44 53 29.     (N) 097 34 19.     (W)   SCALED
 PR0640* NAVD 88 ORTHO HEIGHT -   554.035 (meters)     1817.70  (feet) ADJUSTED
 PR0640  ______________________________________________________________________
 PR0640  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 PR0640  DYNAMIC HEIGHT  -        553.952 (meters)     1817.42  (feet) COMP
 PR0640  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 PR0640
 PR0640  VERT ORDER      -  FIRST     CLASS II
 PR0640
 PR0640.The horizontal coordinates were scaled from a map and have
 PR0640.an estimated accuracy of +/- 6 seconds.
 PR0640
 PR0640.The orthometric height was determined by differential leveling and
 PR0640.adjusted by the NATIONAL GEODETIC SURVEY
 PR0640.in July 1998.
 PR0640
 PR0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0640.GEOID18 height accuracy estimate available here.
 PR0640
 PR0640.Click photographs - Photos may exist for this station.
 PR0640
 PR0640.The dynamic height is computed by dividing the NAVD 88
 PR0640.geopotential number by the normal gravity value computed on the
 PR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0640.degrees latitude (g = 980.6199 gals.).
 PR0640
 PR0640.The modeled gravity was interpolated from observed gravity values.
 PR0640
 PR0640;                    North         East    Units  Estimated Accuracy
 PR0640;SPC SD N     -   120,450.      791,770.      MT  (+/- 180 meters Scaled)
 PR0640
 PR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ127718(NAD 83)
 PR0640
 PR0640                          SUPERSEDED SURVEY CONTROL
 PR0640
 PR0640  NAVD 88 (06/15/91)  554.026  (m)         1817.67   (f) SUPERSEDED  1 2
 PR0640  NGVD 29 (??/??/92)  553.718  (m)         1816.66   (f) ADJ UNCH    1 2
 PR0640
 PR0640.Superseded values are not recommended for survey control.
 PR0640
 PR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0640.See file dsdata.pdf to determine how the superseded data were derived.
 PR0640
 PR0640_MARKER: DB = BENCH MARK DISK
 PR0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0640_STAMPING: C 57 1934
 PR0640_MARK LOGO: CGS
 PR0640_PROJECTION: FLUSH
 PR0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0640+STABILITY: SURFACE MOTION
 PR0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0640+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0640
 PR0640  HISTORY     - Date     Condition        Report By
 PR0640  HISTORY     - 1934     MONUMENTED       CGS
 PR0640  HISTORY     - 19950101 GOOD             SDDENR
 PR0640  HISTORY     - 19950913 GOOD             NGS
 PR0640  HISTORY     - 19961011 GOOD             CHANCE
 PR0640
 PR0640                          STATION DESCRIPTION
 PR0640
 PR0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0640'AT ELROD.
 PR0640'AT ELROD, CLARK COUNTY, ABOUT 750 FEET NORTH OF THE CHICAGO,
 PR0640'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 50 FEET
 PR0640'NORTH OF A ROAD CROSSING, ABOUT 40 FEET EAST OF THE TRACK, AND
 PR0640'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 57 1934
 PR0640'AND SET IN THE TOP OF A CONCRETE POST.
 PR0640
 PR0640                          STATION RECOVERY (1995)
 PR0640
 PR0640'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PR0640'FOUND IN EXCELLENT CONDITION.
 PR0640
 PR0640                          STATION RECOVERY (1995)
 PR0640
 PR0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0640'8.3 KM (5.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0640'MAIN STREET IN HENRY, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG COUNTY
 PR0640'ROAD 5, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A GRAVELED ROAD, 16.2 M
 PR0640'(53.1 FT) NORTH OF THE ROAD CENTER, 13.5 M (44.3 FT) EAST OF THE
 PR0640'CENTER OF AN ABANDONED RAILROAD GRADE, 6.7 M (22.0 FT) NORTH OF THE
 PR0640'SOUTH END OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.5
 PR0640'M (1.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 PR0640'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 PR0640
 PR0640                          STATION RECOVERY (1996)
 PR0640
 PR0640'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0640'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0603 ***********************************************************************
 PR0603  DESIGNATION -  C 58
 PR0603  PID         -  PR0603
 PR0603  STATE/COUNTY-  SD/CLARK
 PR0603  COUNTRY     -  US
 PR0603  USGS QUAD   -  GARDEN CITY (2017)
 PR0603
 PR0603                         *CURRENT SURVEY CONTROL
 PR0603  ______________________________________________________________________
 PR0603* NAD 83(1986) POSITION- 44 53 14.     (N) 097 36 35.     (W)   SCALED
 PR0603* NAVD 88 ORTHO HEIGHT -   536.249 (meters)     1759.34  (feet) ADJUSTED
 PR0603  ______________________________________________________________________
 PR0603  GEOID HEIGHT    -        -24.713 (meters)                     GEOID18
 PR0603  DYNAMIC HEIGHT  -        536.169 (meters)     1759.08  (feet) COMP
 PR0603  MODELED GRAVITY -    980,450.9   (mgal)                       NAVD 88
 PR0603
 PR0603  VERT ORDER      -  SECOND    CLASS 0
 PR0603
 PR0603.The horizontal coordinates were scaled from a map and have
 PR0603.an estimated accuracy of +/- 6 seconds.
 PR0603
 PR0603.The orthometric height was determined by differential leveling and
 PR0603.adjusted by the NATIONAL GEODETIC SURVEY
 PR0603.in June 1991.
 PR0603
 PR0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0603.GEOID18 height accuracy estimate available here.
 PR0603
 PR0603.Click photographs - Photos may exist for this station.
 PR0603
 PR0603.The dynamic height is computed by dividing the NAVD 88
 PR0603.geopotential number by the normal gravity value computed on the
 PR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0603.degrees latitude (g = 980.6199 gals.).
 PR0603
 PR0603.The modeled gravity was interpolated from observed gravity values.
 PR0603
 PR0603;                    North         East    Units  Estimated Accuracy
 PR0603;SPC SD N     -   119,900.      788,800.      MT  (+/- 180 meters Scaled)
 PR0603
 PR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ097713(NAD 83)
 PR0603
 PR0603                          SUPERSEDED SURVEY CONTROL
 PR0603
 PR0603  NGVD 29 (??/??/92)  535.942  (m)         1758.34   (f) ADJ UNCH    2 0
 PR0603
 PR0603.Superseded values are not recommended for survey control.
 PR0603
 PR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0603.See file dsdata.pdf to determine how the superseded data were derived.
 PR0603
 PR0603_MARKER: DB = BENCH MARK DISK
 PR0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0603_STAMPING: C 58 1934
 PR0603_MARK LOGO: CGS
 PR0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0603+STABILITY: SURFACE MOTION
 PR0603
 PR0603  HISTORY     - Date     Condition        Report By
 PR0603  HISTORY     - 1934     MONUMENTED       CGS
 PR0603  HISTORY     - 1973     GOOD             USGS
 PR0603
 PR0603                          STATION DESCRIPTION
 PR0603
 PR0603'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0603'2 MI W FROM ELROD.
 PR0603'2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0603'ELROD, IN SECTION 6, T-116N, R-56W, NEAR MILEPOST 344, 71 FT.
 PR0603'WEST OF, 43 FT. SOUTH OF SOUTH RAIL, 57 FT. NORTH OF R/W FENCE,
 PR0603'183 FT WEST OF A CULVERT UNDER THE TRACKS, 2 FT. NORTH OF A
 PR0603'WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0024 ***********************************************************************
 PS0024  DESIGNATION -  C 59
 PS0024  PID         -  PS0024
 PS0024  STATE/COUNTY-  SD/SPINK
 PS0024  COUNTRY     -  US
 PS0024  USGS QUAD   -  GLENDALE COLONY (2017)
 PS0024
 PS0024                         *CURRENT SURVEY CONTROL
 PS0024  ______________________________________________________________________
 PS0024* NAD 83(1986) POSITION- 44 52 27.53   (N) 098 21 41.11   (W)   HD_HELD1
 PS0024* NAVD 88 ORTHO HEIGHT -   395.499 (meters)     1297.57  (feet) ADJUSTED
 PS0024  ______________________________________________________________________
 PS0024  GEOID HEIGHT    -        -24.327 (meters)                     GEOID18
 PS0024  DYNAMIC HEIGHT  -        395.457 (meters)     1297.43  (feet) COMP
 PS0024  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 PS0024
 PS0024  VERT ORDER      -  SECOND    CLASS 0
 PS0024
 PS0024.The horizontal coordinates were determined by differentially corrected
 PS0024.hand held GPS observations or other comparable positioning techniques
 PS0024.and have an estimated accuracy of +/- 3 meters.
 PS0024
 PS0024.The orthometric height was determined by differential leveling and
 PS0024.adjusted by the NATIONAL GEODETIC SURVEY
 PS0024.in June 1991.
 PS0024
 PS0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0024.GEOID18 height accuracy estimate available here.
 PS0024
 PS0024.Click photographs - Photos may exist for this station.
 PS0024
 PS0024.The dynamic height is computed by dividing the NAVD 88
 PS0024.geopotential number by the normal gravity value computed on the
 PS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0024.degrees latitude (g = 980.6199 gals.).
 PS0024
 PS0024.The modeled gravity was interpolated from observed gravity values.
 PS0024
 PS0024;                    North         East    Units  Estimated Accuracy
 PS0024;SPC SD N     -   116,986.1     729,462.9     MT  (+/- 3 meters HH1 GPS) 
 PS0024
 PS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5043969186(NAD 83)
 PS0024
 PS0024                          SUPERSEDED SURVEY CONTROL
 PS0024
 PS0024  NGVD 29 (??/??/92)  395.214  (m)         1296.63   (f) ADJ UNCH    2 0
 PS0024
 PS0024.Superseded values are not recommended for survey control.
 PS0024
 PS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0024.See file dsdata.pdf to determine how the superseded data were derived.
 PS0024
 PS0024_MARKER: DB = BENCH MARK DISK
 PS0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0024_STAMPING: C 59 1934
 PS0024_MARK LOGO: CGS
 PS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0024+STABILITY: SURFACE MOTION
 PS0024
 PS0024  HISTORY     - Date     Condition        Report By
 PS0024  HISTORY     - 1934     MONUMENTED       CGS
 PS0024  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0024
 PS0024                          STATION DESCRIPTION
 PS0024
 PS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0024'3.1 MI W FROM FRANKFORT.
 PS0024'ABOUT 3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0024'FROM FRANKFORT, SPINK COUNTY, ABOUT 9 POLES WEST OF MILEPOST
 PS0024'382, ABOUT 125 FEET EAST OF A ROAD CROSSING, AND 40 FEET NORTH OF
 PS0024'THE TRACK.  A STANDARD DISK, STAMPED C 59 1934 AND SET IN THE TOP
 PS0024'OF A CONCRETE POST.
 PS0024
 PS0024                          STATION RECOVERY (1995)
 PS0024
 PS0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0024'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0024'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0350 ***********************************************************************
 OQ0350  DESIGNATION -  C 6
 OQ0350  PID         -  OQ0350
 OQ0350  STATE/COUNTY-  SD/MCCOOK
 OQ0350  COUNTRY     -  US
 OQ0350  USGS QUAD   -  SALEM (2017)
 OQ0350
 OQ0350                         *CURRENT SURVEY CONTROL
 OQ0350  ______________________________________________________________________
 OQ0350* NAD 83(1986) POSITION- 43 43 39.8    (N) 097 23 07.9    (W)   HD_HELD2
 OQ0350* NAVD 88 ORTHO HEIGHT -   465.679 (meters)     1527.82  (feet) ADJUSTED
 OQ0350  ______________________________________________________________________
 OQ0350  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ0350  DYNAMIC HEIGHT  -        465.564 (meters)     1527.44  (feet) COMP
 OQ0350  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 OQ0350
 OQ0350  VERT ORDER      -  FIRST     CLASS II
 OQ0350
 OQ0350.The horizontal coordinates were established by autonomous hand held GPS
 OQ0350.observations and have an estimated accuracy of +/- 10 meters.
 OQ0350
 OQ0350.The orthometric height was determined by differential leveling and
 OQ0350.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0350.in June 1991.
 OQ0350
 OQ0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0350.GEOID18 height accuracy estimate available here.
 OQ0350
 OQ0350.Click photographs - Photos may exist for this station.
 OQ0350
 OQ0350.The dynamic height is computed by dividing the NAVD 88
 OQ0350.geopotential number by the normal gravity value computed on the
 OQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0350.degrees latitude (g = 980.6199 gals.).
 OQ0350
 OQ0350.The modeled gravity was interpolated from observed gravity values.
 OQ0350
 OQ0350;                    North         East    Units  Estimated Accuracy
 OQ0350;SPC SD S     -   159,119.      837,439.      MT  (+/- 10 meters HH2 GPS)
 OQ0350
 OQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3003042898(NAD 83)
 OQ0350
 OQ0350                          SUPERSEDED SURVEY CONTROL
 OQ0350
 OQ0350  NGVD 29 (??/??/92)  465.384  (m)         1526.85   (f) ADJ UNCH    1 2
 OQ0350
 OQ0350.Superseded values are not recommended for survey control.
 OQ0350
 OQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0350.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0350
 OQ0350_MARKER: DB = BENCH MARK DISK
 OQ0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0350_SP_SET: FOUNDATION WALL
 OQ0350_STAMPING: 1526.847 C 6 1925
 OQ0350_MARK LOGO: CGS
 OQ0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0350+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 OQ0350
 OQ0350  HISTORY     - Date     Condition        Report By
 OQ0350  HISTORY     - 1925     MONUMENTED       CGS
 OQ0350  HISTORY     - 1935     GOOD             CGS
 OQ0350  HISTORY     - 20090923 GOOD             INDIV
 OQ0350  HISTORY     - 20120514 GOOD             INDIV
 OQ0350
 OQ0350                          STATION DESCRIPTION
 OQ0350
 OQ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0350'AT SALEM.
 OQ0350'AT SALEM, MC COOK COUNTY, ABOUT 3 BLOCKS NORTH OF THE CHICAGO, ST.
 OQ0350'PAUL, MINNEAPOLIS AND OMAHA RAILWAY, AT THE HIGH SCHOOL, IN THE SOUTH
 OQ0350'FOUNDATION WALL, 6 FEET EAST OF THE CENTER OF THE EAST ENTRANCE,
 OQ0350'AND ABOUT 1-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 OQ0350'1526.847 C 6 1925 AND SET VERTICALLY.  NOTE-- THE CHICAGO,
 OQ0350'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE
 OQ0350'RAILROAD.
 OQ0350
 OQ0350                          STATION RECOVERY (1935)
 OQ0350
 OQ0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0350'RECOVERED IN GOOD CONDITION.
 OQ0350
 OQ0350                          STATION RECOVERY (2009)
 OQ0350
 OQ0350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JHC)
 OQ0350'RECOVERED AS DESCRIBED.
 OQ0350
 OQ0350                          STATION RECOVERY (2012)
 OQ0350
 OQ0350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0570 ***********************************************************************
 OS0570  DESIGNATION -  C 6 0 RM 1
 OS0570  PID         -  OS0570
 OS0570  STATE/COUNTY-  SD/JACKSON
 OS0570  COUNTRY     -  US
 OS0570  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0570
 OS0570                         *CURRENT SURVEY CONTROL
 OS0570  ______________________________________________________________________
 OS0570* NAD 83(1986) POSITION- 43 59 40.     (N) 101 48 28.     (W)   SCALED
 OS0570* NAVD 88 ORTHO HEIGHT -   719.859 (meters)     2361.74  (feet) ADJUSTED
 OS0570  ______________________________________________________________________
 OS0570  GEOID HEIGHT    -        -20.586 (meters)                     GEOID18
 OS0570  DYNAMIC HEIGHT  -        719.641 (meters)     2361.02  (feet) COMP
 OS0570  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 OS0570
 OS0570  VERT ORDER      -  SECOND    CLASS 0
 OS0570
 OS0570.The horizontal coordinates were scaled from a map and have
 OS0570.an estimated accuracy of +/- 6 seconds.
 OS0570
 OS0570.The orthometric height was determined by differential leveling and
 OS0570.adjusted by the NATIONAL GEODETIC SURVEY
 OS0570.in June 1991.
 OS0570
 OS0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0570.GEOID18 height accuracy estimate available here.
 OS0570
 OS0570.Click photographs - Photos may exist for this station.
 OS0570
 OS0570.The dynamic height is computed by dividing the NAVD 88
 OS0570.geopotential number by the normal gravity value computed on the
 OS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0570.degrees latitude (g = 980.6199 gals.).
 OS0570
 OS0570.The modeled gravity was interpolated from observed gravity values.
 OS0570
 OS0570;                    North         East    Units  Estimated Accuracy
 OS0570;SPC SD S     -   185,590.      481,740.      MT  (+/- 180 meters Scaled)
 OS0570
 OS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP748750(NAD 83)
 OS0570
 OS0570                          SUPERSEDED SURVEY CONTROL
 OS0570
 OS0570  NGVD 29 (??/??/92)  719.41   (m)         2360.3    (f) COMPUTED    2 0
 OS0570
 OS0570.Superseded values are not recommended for survey control.
 OS0570
 OS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0570.See file dsdata.pdf to determine how the superseded data were derived.
 OS0570
 OS0570_MARKER: DR = REFERENCE MARK DISK
 OS0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0570_STAMPING: C 6 O NO 1 1961
 OS0570_MARK LOGO: CGS
 OS0570_PROJECTION: FLUSH
 OS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0570+STABILITY: SURFACE MOTION
 OS0570
 OS0570  HISTORY     - Date     Condition        Report By
 OS0570  HISTORY     - 1961     MONUMENTED       CGS
 OS0570  HISTORY     - 1962     GOOD             CGS
 OS0570
 OS0570                          STATION DESCRIPTION
 OS0570
 OS0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0570'6.5 MI NE FROM COTTONWOOD.
 OS0570'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0570'COTTONWOOD, THENCE 5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0570'THENCE 0.4 MILE NORTH ALONG A PRIVATE GRAVEL ROAD TO A FARM
 OS0570'HOUSE, THENCE 0.4 MILE WEST-NORTHWEST ALONG A PRIVATE DIRT ROAD
 OS0570'ON THE CREST OF A RIDGE IN SECTION 2, T 1 S, R 19 E, 42 FEET
 OS0570'NORTH AND ACROSS THE ROAD FROM A FENCE, 14 FEET NORTH OF THE
 OS0570'CENTERLINE OF THE ROAD, 39.0 FEET NORTH-NORTHWEST OF C 6 O 1961
 OS0570'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0570'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0569 ***********************************************************************
 OS0569  DESIGNATION -  C 6 O
 OS0569  PID         -  OS0569
 OS0569  STATE/COUNTY-  SD/JACKSON
 OS0569  COUNTRY     -  US
 OS0569  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0569
 OS0569                         *CURRENT SURVEY CONTROL
 OS0569  ______________________________________________________________________
 OS0569* NAD 83(1986) POSITION- 43 59 40.     (N) 101 48 28.     (W)   SCALED
 OS0569* NAVD 88 ORTHO HEIGHT -   719.651 (meters)     2361.05  (feet) ADJUSTED
 OS0569  ______________________________________________________________________
 OS0569  GEOID HEIGHT    -        -20.586 (meters)                     GEOID18
 OS0569  DYNAMIC HEIGHT  -        719.433 (meters)     2360.34  (feet) COMP
 OS0569  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 OS0569
 OS0569  VERT ORDER      -  SECOND    CLASS 0
 OS0569
 OS0569.The horizontal coordinates were scaled from a map and have
 OS0569.an estimated accuracy of +/- 6 seconds.
 OS0569
 OS0569.The orthometric height was determined by differential leveling and
 OS0569.adjusted by the NATIONAL GEODETIC SURVEY
 OS0569.in June 1991.
 OS0569
 OS0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0569.GEOID18 height accuracy estimate available here.
 OS0569
 OS0569.Click photographs - Photos may exist for this station.
 OS0569
 OS0569.The dynamic height is computed by dividing the NAVD 88
 OS0569.geopotential number by the normal gravity value computed on the
 OS0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0569.degrees latitude (g = 980.6199 gals.).
 OS0569
 OS0569.The modeled gravity was interpolated from observed gravity values.
 OS0569
 OS0569;                    North         East    Units  Estimated Accuracy
 OS0569;SPC SD S     -   185,590.      481,740.      MT  (+/- 180 meters Scaled)
 OS0569
 OS0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP748750(NAD 83)
 OS0569
 OS0569                          SUPERSEDED SURVEY CONTROL
 OS0569
 OS0569  NGVD 29 (??/??/92)  719.20   (m)         2359.6    (f) COMPUTED    2 0
 OS0569
 OS0569.Superseded values are not recommended for survey control.
 OS0569
 OS0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0569.See file dsdata.pdf to determine how the superseded data were derived.
 OS0569
 OS0569_MARKER: DS = TRIANGULATION STATION DISK
 OS0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0569_STAMPING: C 6 O 1961
 OS0569_MARK LOGO: CGS
 OS0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0569+STABILITY: SURFACE MOTION
 OS0569
 OS0569  HISTORY     - Date     Condition        Report By
 OS0569  HISTORY     - 1961     MONUMENTED       CGS
 OS0569  HISTORY     - 1962     GOOD             CGS
 OS0569
 OS0569                          STATION DESCRIPTION
 OS0569
 OS0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0569'6.5 MI NE FROM COTTONWOOD.
 OS0569'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0569'AT COTTONWOOD, THENCE 5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0569'THENCE 0.1 MILE NORTH ALONG A PRIVATE GRAVEL ROAD TO A FARM
 OS0569'HOUSE, THENCE 0.4 MILE WEST-NORTH WEST ALONG A PRIVATE DIRT
 OS0569'ROAD ON THE CREST OF A RIDGE IN SECTION 2, T 1 S, R 19 E, 25
 OS0569'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A
 OS0569'FENCE, 5.0 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT
 OS0569'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0569'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0573 ***********************************************************************
 OS0573  DESIGNATION -  C 6 O AZ MK
 OS0573  PID         -  OS0573
 OS0573  STATE/COUNTY-  SD/JACKSON
 OS0573  COUNTRY     -  US
 OS0573  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0573
 OS0573                         *CURRENT SURVEY CONTROL
 OS0573  ______________________________________________________________________
 OS0573* NAD 83(1986) POSITION- 43 59 20.     (N) 101 48 37.     (W)   SCALED
 OS0573* NAVD 88 ORTHO HEIGHT -   709.763 (meters)     2328.61  (feet) ADJUSTED
 OS0573  ______________________________________________________________________
 OS0573  GEOID HEIGHT    -        -20.576 (meters)                     GEOID18
 OS0573  DYNAMIC HEIGHT  -        709.547 (meters)     2327.91  (feet) COMP
 OS0573  MODELED GRAVITY -    980,291.9   (mgal)                       NAVD 88
 OS0573
 OS0573  VERT ORDER      -  SECOND    CLASS 0
 OS0573
 OS0573.The horizontal coordinates were scaled from a map and have
 OS0573.an estimated accuracy of +/- 6 seconds.
 OS0573
 OS0573.The orthometric height was determined by differential leveling and
 OS0573.adjusted by the NATIONAL GEODETIC SURVEY
 OS0573.in June 1991.
 OS0573
 OS0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0573.GEOID18 height accuracy estimate available here.
 OS0573
 OS0573.Click photographs - Photos may exist for this station.
 OS0573
 OS0573.The dynamic height is computed by dividing the NAVD 88
 OS0573.geopotential number by the normal gravity value computed on the
 OS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0573.degrees latitude (g = 980.6199 gals.).
 OS0573
 OS0573.The modeled gravity was interpolated from observed gravity values.
 OS0573
 OS0573;                    North         East    Units  Estimated Accuracy
 OS0573;SPC SD S     -   184,970.      481,530.      MT  (+/- 180 meters Scaled)
 OS0573
 OS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP746744(NAD 83)
 OS0573
 OS0573                          SUPERSEDED SURVEY CONTROL
 OS0573
 OS0573  NGVD 29 (??/??/92)  709.31   (m)         2327.1    (f) COMPUTED    2 0
 OS0573
 OS0573.Superseded values are not recommended for survey control.
 OS0573
 OS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0573.See file dsdata.pdf to determine how the superseded data were derived.
 OS0573
 OS0573_MARKER: DZ = AZIMUTH MARK DISK
 OS0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0573_STAMPING: C 6 O 1961
 OS0573_MARK LOGO: CGS
 OS0573_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0573+STABILITY: SURFACE MOTION
 OS0573
 OS0573  HISTORY     - Date     Condition        Report By
 OS0573  HISTORY     - 1961     MONUMENTED       CGS
 OS0573  HISTORY     - 1962     GOOD             CGS
 OS0573
 OS0573                          STATION DESCRIPTION
 OS0573
 OS0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0573'5.6 MI NE FROM COTTONWOOD.
 OS0573'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0573'AT COTTONWOOD, THENCE 5.4 MILES NORTHEAST ALONG U.S. HIGHWAY
 OS0573'14 AT AN ENTRANCE TO A FIELD IN SECTION 2, T 1 S, R 19 E,
 OS0573'74 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 OS0573'SOUTHWEST OF THE CENTER OF A WIRE GATE AND FIELD ENTRANCE, 1 FOOT
 OS0573'NORTHWEST OF A FENCE, 3.0 FEET NORTHEAST OF A METAL WITNESS
 OS0573'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 OS0573'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 OS0573'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0571 ***********************************************************************
 OS0571  DESIGNATION -  C 6 O RM 2
 OS0571  PID         -  OS0571
 OS0571  STATE/COUNTY-  SD/JACKSON
 OS0571  COUNTRY     -  US
 OS0571  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0571
 OS0571                         *CURRENT SURVEY CONTROL
 OS0571  ______________________________________________________________________
 OS0571* NAD 83(1986) POSITION- 43 59 40.     (N) 101 48 28.     (W)   SCALED
 OS0571* NAVD 88 ORTHO HEIGHT -   719.616 (meters)     2360.94  (feet) ADJUSTED
 OS0571  ______________________________________________________________________
 OS0571  GEOID HEIGHT    -        -20.586 (meters)                     GEOID18
 OS0571  DYNAMIC HEIGHT  -        719.399 (meters)     2360.23  (feet) COMP
 OS0571  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 OS0571
 OS0571  VERT ORDER      -  SECOND    CLASS 0
 OS0571
 OS0571.The horizontal coordinates were scaled from a map and have
 OS0571.an estimated accuracy of +/- 6 seconds.
 OS0571
 OS0571.The orthometric height was determined by differential leveling and
 OS0571.adjusted by the NATIONAL GEODETIC SURVEY
 OS0571.in June 1991.
 OS0571
 OS0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0571.GEOID18 height accuracy estimate available here.
 OS0571
 OS0571.Click photographs - Photos may exist for this station.
 OS0571
 OS0571.The dynamic height is computed by dividing the NAVD 88
 OS0571.geopotential number by the normal gravity value computed on the
 OS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0571.degrees latitude (g = 980.6199 gals.).
 OS0571
 OS0571.The modeled gravity was interpolated from observed gravity values.
 OS0571
 OS0571;                    North         East    Units  Estimated Accuracy
 OS0571;SPC SD S     -   185,590.      481,740.      MT  (+/- 180 meters Scaled)
 OS0571
 OS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP748750(NAD 83)
 OS0571
 OS0571                          SUPERSEDED SURVEY CONTROL
 OS0571
 OS0571  NGVD 29 (??/??/92)  719.16   (m)         2359.4    (f) COMPUTED    2 0
 OS0571
 OS0571.Superseded values are not recommended for survey control.
 OS0571
 OS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0571.See file dsdata.pdf to determine how the superseded data were derived.
 OS0571
 OS0571_MARKER: DR = REFERENCE MARK DISK
 OS0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0571_STAMPING: C 6 O NO 2 1961
 OS0571_MARK LOGO: CGS
 OS0571_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0571+STABILITY: SURFACE MOTION
 OS0571
 OS0571  HISTORY     - Date     Condition        Report By
 OS0571  HISTORY     - 1961     MONUMENTED       CGS
 OS0571  HISTORY     - 1962     GOOD             CGS
 OS0571
 OS0571                          STATION DESCRIPTION
 OS0571
 OS0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0571'6.5 MI NE FROM COTTONWOOD.
 OS0571'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0571'AT COTTONWOOD, THENCE 5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0571'THENCE 0.4 MILE NORTH ALONG A PRIVATE GRAVEL ROAD TO A FARM
 OS0571'HOUSE, THENCE 0.4 MILE WEST-NORTHWEST ALONG A PRIVATE DIRT
 OS0571'ROAD ON THE CREST OF A RIDGE IN SECTION 2, T 1 S, R 19 E, 26
 OS0571'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 OS0571'47.4 FEET WEST OF C 6 O 1961 TRIANGULATION STATION, AND SET
 OS0571'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 OS0571'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0576 ***********************************************************************
 OS0576  DESIGNATION -  C 6 P
 OS0576  PID         -  OS0576
 OS0576  STATE/COUNTY-  SD/JACKSON
 OS0576  COUNTRY     -  US
 OS0576  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0576
 OS0576                         *CURRENT SURVEY CONTROL
 OS0576  ______________________________________________________________________
 OS0576* NAD 83(1986) POSITION- 43 59 33.     (N) 101 49 13.     (W)   SCALED
 OS0576* NAVD 88 ORTHO HEIGHT -   736.242 (meters)     2415.49  (feet) ADJUSTED
 OS0576  ______________________________________________________________________
 OS0576  GEOID HEIGHT    -        -20.539 (meters)                     GEOID18
 OS0576  DYNAMIC HEIGHT  -        736.019 (meters)     2414.76  (feet) COMP
 OS0576  MODELED GRAVITY -    980,291.2   (mgal)                       NAVD 88
 OS0576
 OS0576  VERT ORDER      -  SECOND    CLASS 0
 OS0576
 OS0576.The horizontal coordinates were scaled from a map and have
 OS0576.an estimated accuracy of +/- 6 seconds.
 OS0576
 OS0576.The orthometric height was determined by differential leveling and
 OS0576.adjusted by the NATIONAL GEODETIC SURVEY
 OS0576.in June 1991.
 OS0576
 OS0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0576.GEOID18 height accuracy estimate available here.
 OS0576
 OS0576.Click photographs - Photos may exist for this station.
 OS0576
 OS0576.The dynamic height is computed by dividing the NAVD 88
 OS0576.geopotential number by the normal gravity value computed on the
 OS0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0576.degrees latitude (g = 980.6199 gals.).
 OS0576
 OS0576.The modeled gravity was interpolated from observed gravity values.
 OS0576
 OS0576;                    North         East    Units  Estimated Accuracy
 OS0576;SPC SD S     -   185,390.      480,740.      MT  (+/- 180 meters Scaled)
 OS0576
 OS0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP738749(NAD 83)
 OS0576
 OS0576                          SUPERSEDED SURVEY CONTROL
 OS0576
 OS0576  NGVD 29 (??/??/92)  735.79   (m)         2414.0    (f) COMPUTED    2 0
 OS0576
 OS0576.Superseded values are not recommended for survey control.
 OS0576
 OS0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0576.See file dsdata.pdf to determine how the superseded data were derived.
 OS0576
 OS0576_MARKER: DS = TRIANGULATION STATION DISK
 OS0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0576_STAMPING: C 6 P 1961
 OS0576_MARK LOGO: CGS
 OS0576_PROJECTION: FLUSH
 OS0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0576+STABILITY: SURFACE MOTION
 OS0576
 OS0576  HISTORY     - Date     Condition        Report By
 OS0576  HISTORY     - 1961     MONUMENTED       CGS
 OS0576  HISTORY     - 1962     GOOD             CGS
 OS0576
 OS0576                          STATION DESCRIPTION
 OS0576
 OS0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0576'5.4 MI NE FROM COTTONWOOD.
 OS0576'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0576'AT COTTONWOOD, THENCE 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0576'THENCE 0.4 MILE NORTH ALONG A TRAIL ROAD AND ON THE CREST OF A
 OS0576'HILL, IN SECTION 2, T 1 S, R 19 E, 29 FEET EAST OF THE CENTER
 OS0576'LINE OF THE ROAD, 9 FEET EAST OF A FENCE, 9.2 FEET EAST-SOUTHEAST
 OS0576'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 OS0576'ROAD, AND SET IN A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0574 ***********************************************************************
 OS0574  DESIGNATION -  C 6 P RM 1
 OS0574  PID         -  OS0574
 OS0574  STATE/COUNTY-  SD/JACKSON
 OS0574  COUNTRY     -  US
 OS0574  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0574
 OS0574                         *CURRENT SURVEY CONTROL
 OS0574  ______________________________________________________________________
 OS0574* NAD 83(1986) POSITION- 43 59 33.     (N) 101 49 13.     (W)   SCALED
 OS0574* NAVD 88 ORTHO HEIGHT -   735.471 (meters)     2412.96  (feet) ADJUSTED
 OS0574  ______________________________________________________________________
 OS0574  GEOID HEIGHT    -        -20.539 (meters)                     GEOID18
 OS0574  DYNAMIC HEIGHT  -        735.247 (meters)     2412.22  (feet) COMP
 OS0574  MODELED GRAVITY -    980,291.2   (mgal)                       NAVD 88
 OS0574
 OS0574  VERT ORDER      -  SECOND    CLASS 0
 OS0574
 OS0574.The horizontal coordinates were scaled from a map and have
 OS0574.an estimated accuracy of +/- 6 seconds.
 OS0574
 OS0574.The orthometric height was determined by differential leveling and
 OS0574.adjusted by the NATIONAL GEODETIC SURVEY
 OS0574.in June 1991.
 OS0574
 OS0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0574.GEOID18 height accuracy estimate available here.
 OS0574
 OS0574.Click photographs - Photos may exist for this station.
 OS0574
 OS0574.The dynamic height is computed by dividing the NAVD 88
 OS0574.geopotential number by the normal gravity value computed on the
 OS0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0574.degrees latitude (g = 980.6199 gals.).
 OS0574
 OS0574.The modeled gravity was interpolated from observed gravity values.
 OS0574
 OS0574;                    North         East    Units  Estimated Accuracy
 OS0574;SPC SD S     -   185,390.      480,740.      MT  (+/- 180 meters Scaled)
 OS0574
 OS0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP738749(NAD 83)
 OS0574
 OS0574                          SUPERSEDED SURVEY CONTROL
 OS0574
 OS0574  NGVD 29 (??/??/92)  735.02   (m)         2411.5    (f) COMPUTED    2 0
 OS0574
 OS0574.Superseded values are not recommended for survey control.
 OS0574
 OS0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0574.See file dsdata.pdf to determine how the superseded data were derived.
 OS0574
 OS0574_MARKER: DR = REFERENCE MARK DISK
 OS0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0574_STAMPING: C 6 P NO 1 1961
 OS0574_MARK LOGO: CGS
 OS0574_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0574+STABILITY: SURFACE MOTION
 OS0574
 OS0574  HISTORY     - Date     Condition        Report By
 OS0574  HISTORY     - 1961     MONUMENTED       CGS
 OS0574  HISTORY     - 1962     GOOD             CGS
 OS0574
 OS0574                          STATION DESCRIPTION
 OS0574
 OS0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0574'5.4 MI NE FROM COTTONWOOD.
 OS0574'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0574'AT COTTONWOOD, THENCE 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0574'THENCE 0.4 MILE NORTH ALONG A TRAIL ROAD AND ON THE CREST
 OS0574'OF A HILL, IN SECTION 2, T 1 S, R 19 E, 23 FEET EAST OF THE
 OS0574'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, 36.4 FEET
 OS0574'SOUTH-SOUTHWEST OF C 6 P 1961, ABOUT 3 FEET BELOW THE LEVEL
 OS0574'OF THE ROAD, AND SET IN A CONCRETE POST PROJECTING 1 INCH ABOVE
 OS0574'THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0575 ***********************************************************************
 OS0575  DESIGNATION -  C 6 P RM 2
 OS0575  PID         -  OS0575
 OS0575  STATE/COUNTY-  SD/JACKSON
 OS0575  COUNTRY     -  US
 OS0575  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0575
 OS0575                         *CURRENT SURVEY CONTROL
 OS0575  ______________________________________________________________________
 OS0575* NAD 83(1986) POSITION- 43 59 33.     (N) 101 49 13.     (W)   SCALED
 OS0575* NAVD 88 ORTHO HEIGHT -   734.449 (meters)     2409.60  (feet) ADJUSTED
 OS0575  ______________________________________________________________________
 OS0575  GEOID HEIGHT    -        -20.539 (meters)                     GEOID18
 OS0575  DYNAMIC HEIGHT  -        734.226 (meters)     2408.87  (feet) COMP
 OS0575  MODELED GRAVITY -    980,291.2   (mgal)                       NAVD 88
 OS0575
 OS0575  VERT ORDER      -  SECOND    CLASS 0
 OS0575
 OS0575.The horizontal coordinates were scaled from a map and have
 OS0575.an estimated accuracy of +/- 6 seconds.
 OS0575
 OS0575.The orthometric height was determined by differential leveling and
 OS0575.adjusted by the NATIONAL GEODETIC SURVEY
 OS0575.in June 1991.
 OS0575
 OS0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0575.GEOID18 height accuracy estimate available here.
 OS0575
 OS0575.Click photographs - Photos may exist for this station.
 OS0575
 OS0575.The dynamic height is computed by dividing the NAVD 88
 OS0575.geopotential number by the normal gravity value computed on the
 OS0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0575.degrees latitude (g = 980.6199 gals.).
 OS0575
 OS0575.The modeled gravity was interpolated from observed gravity values.
 OS0575
 OS0575;                    North         East    Units  Estimated Accuracy
 OS0575;SPC SD S     -   185,390.      480,740.      MT  (+/- 180 meters Scaled)
 OS0575
 OS0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP738749(NAD 83)
 OS0575
 OS0575                          SUPERSEDED SURVEY CONTROL
 OS0575
 OS0575  NGVD 29 (??/??/92)  734.00   (m)         2408.1    (f) COMPUTED    2 0
 OS0575
 OS0575.Superseded values are not recommended for survey control.
 OS0575
 OS0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0575.See file dsdata.pdf to determine how the superseded data were derived.
 OS0575
 OS0575_MARKER: DR = REFERENCE MARK DISK
 OS0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0575_STAMPING: C 6 P NO 2 1961
 OS0575_MARK LOGO: CGS
 OS0575_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0575+STABILITY: SURFACE MOTION
 OS0575
 OS0575  HISTORY     - Date     Condition        Report By
 OS0575  HISTORY     - 1961     MONUMENTED       CGS
 OS0575  HISTORY     - 1962     GOOD             CGS
 OS0575
 OS0575                          STATION DESCRIPTION
 OS0575
 OS0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0575'5.4 MI NE FROM COTTONWOOD.
 OS0575'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0575'COTTONWOOD, THENCE 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0575'THENCE 0.4 MILE NORTH ALONG A TRAIL ROAD AND ON THE CREST OF A
 OS0575'HILL, IN SECTION 2, T 1 S, R 19 E, 23 FEET WEST OF THE CENTER
 OS0575'LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 52.3 FEET WEST OF
 OS0575'C 6 P 1961, 45.0 FEET WEST-SOUTHWEST OF A METAL WITNESS POST,
 OS0575'AND SET IN A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 OS0575'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0081 ***********************************************************************
 QR0081  DESIGNATION -  C 60
 QR0081  PID         -  QR0081
 QR0081  STATE/COUNTY-  SD/BROWN
 QR0081  COUNTRY     -  US
 QR0081  USGS QUAD   -  WARNER (2017)
 QR0081
 QR0081                         *CURRENT SURVEY CONTROL
 QR0081  ______________________________________________________________________
 QR0081* NAD 83(1986) POSITION- 45 16 15.70   (N) 098 29 43.34   (W)   HD_HELD1
 QR0081* NAVD 88 ORTHO HEIGHT -   395.768 (meters)     1298.45  (feet) ADJUSTED
 QR0081  ______________________________________________________________________
 QR0081  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 QR0081  DYNAMIC HEIGHT  -        395.737 (meters)     1298.35  (feet) COMP
 QR0081  MODELED GRAVITY -    980,525.2   (mgal)                       NAVD 88
 QR0081
 QR0081  VERT ORDER      -  SECOND    CLASS 0
 QR0081
 QR0081.The horizontal coordinates were determined by differentially corrected
 QR0081.hand held GPS observations or other comparable positioning techniques
 QR0081.and have an estimated accuracy of +/- 3 meters.
 QR0081
 QR0081.The orthometric height was determined by differential leveling and
 QR0081.adjusted by the NATIONAL GEODETIC SURVEY
 QR0081.in June 1991.
 QR0081
 QR0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0081.GEOID18 height accuracy estimate available here.
 QR0081
 QR0081.Click photographs - Photos may exist for this station.
 QR0081
 QR0081.The dynamic height is computed by dividing the NAVD 88
 QR0081.geopotential number by the normal gravity value computed on the
 QR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0081.degrees latitude (g = 980.6199 gals.).
 QR0081
 QR0081.The modeled gravity was interpolated from observed gravity values.
 QR0081
 QR0081;                    North         East    Units  Estimated Accuracy
 QR0081;SPC SD N     -   160,858.6     718,061.4     MT  (+/- 3 meters HH1 GPS) 
 QR0081
 QR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3958413182(NAD 83)
 QR0081
 QR0081                          SUPERSEDED SURVEY CONTROL
 QR0081
 QR0081  NGVD 29 (??/??/92)  395.480  (m)         1297.50   (f) ADJ UNCH    2 0
 QR0081
 QR0081.Superseded values are not recommended for survey control.
 QR0081
 QR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0081.See file dsdata.pdf to determine how the superseded data were derived.
 QR0081
 QR0081_MARKER: DB = BENCH MARK DISK
 QR0081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0081_SP_SET: CULVERT HEADWALL
 QR0081_STAMPING: C 60 1934
 QR0081_MARK LOGO: CGS
 QR0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0081+STABILITY: SURFACE MOTION
 QR0081
 QR0081  HISTORY     - Date     Condition        Report By
 QR0081  HISTORY     - 1934     MONUMENTED       CGS
 QR0081
 QR0081                          STATION DESCRIPTION
 QR0081
 QR0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0081'2 MI N FROM DUXBURY.
 QR0081'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0081'PACIFIC RAILWAY FROM DUXBURY, SPINK COUNTY, ABOUT 1 POLE SOUTH
 QR0081'OF MILEPOST 115, AT A CROSSING, AT A 2-FOOT CONCRETE PIPE
 QR0081'CULVERT, IN THE SOUTH CONCRETE HEAD WALL, AND 50 FEET WEST OF THE
 QR0081'TRACK.  A STANDARD DISK, STAMPED C 60 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0013 ***********************************************************************
 QR0013  DESIGNATION -  C 61
 QR0013  PID         -  QR0013
 QR0013  STATE/COUNTY-  SD/BROWN
 QR0013  COUNTRY     -  US
 QR0013  USGS QUAD   -  DALY CORNERS (2017)
 QR0013
 QR0013                         *CURRENT SURVEY CONTROL
 QR0013  ______________________________________________________________________
 QR0013* NAD 83(1986) POSITION- 45 44 01.88   (N) 098 13 39.77   (W)   HD_HELD1
 QR0013* NAVD 88 ORTHO HEIGHT -   396.653 (meters)     1301.35  (feet) ADJUSTED
 QR0013  ______________________________________________________________________
 QR0013  GEOID HEIGHT    -        -24.937 (meters)                     GEOID18
 QR0013  DYNAMIC HEIGHT  -        396.631 (meters)     1301.28  (feet) COMP
 QR0013  MODELED GRAVITY -    980,550.2   (mgal)                       NAVD 88
 QR0013
 QR0013  VERT ORDER      -  FIRST     CLASS II
 QR0013
 QR0013.The horizontal coordinates were determined by differentially corrected
 QR0013.hand held GPS observations or other comparable positioning techniques
 QR0013.and have an estimated accuracy of +/- 3 meters.
 QR0013
 QR0013.The orthometric height was determined by differential leveling and
 QR0013.adjusted by the NATIONAL GEODETIC SURVEY
 QR0013.in June 1991.
 QR0013
 QR0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0013.GEOID18 height accuracy estimate available here.
 QR0013
 QR0013.Click photographs - Photos may exist for this station.
 QR0013
 QR0013.The dynamic height is computed by dividing the NAVD 88
 QR0013.geopotential number by the normal gravity value computed on the
 QR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0013.degrees latitude (g = 980.6199 gals.).
 QR0013
 QR0013.The modeled gravity was interpolated from observed gravity values.
 QR0013
 QR0013;                    North         East    Units  Estimated Accuracy
 QR0013;SPC SD N     -   212,709.3     737,934.2     MT  (+/- 3 meters HH1 GPS) 
 QR0013
 QR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6008564767(NAD 83)
 QR0013
 QR0013                          SUPERSEDED SURVEY CONTROL
 QR0013
 QR0013  NGVD 29 (??/??/92)  396.343  (m)         1300.34   (f) ADJ UNCH    1 2
 QR0013
 QR0013.Superseded values are not recommended for survey control.
 QR0013
 QR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0013.See file dsdata.pdf to determine how the superseded data were derived.
 QR0013
 QR0013_MARKER: DB = BENCH MARK DISK
 QR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0013_STAMPING: C 61 1934
 QR0013_MARK LOGO: CGS
 QR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0013+STABILITY: SURFACE MOTION
 QR0013
 QR0013  HISTORY     - Date     Condition        Report By
 QR0013  HISTORY     - 1934     MONUMENTED       CGS
 QR0013
 QR0013                          STATION DESCRIPTION
 QR0013
 QR0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0013'2 MI S FROM HOUGHTON.
 QR0013'2.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0013'THE STATION AT HOUGHTON, BROWN COUNTY, ABOUT 7 POLES NORTH OF
 QR0013'MILEPOST 106, AT A ROAD JUNCTION AND A ROAD CROSSING, ABOUT 80
 QR0013'FEET NORTHEAST OF THE CENTER OF THE CROSSING, 45 FEET EAST OF THE
 QR0013'CENTER LINE OF THE TRACK, 6 INCHES NORTH OF THE RIGHT-OF-WAY FENCE,
 QR0013'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 61 1934
 QR0013'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0190 ***********************************************************************
 QQ0190  DESIGNATION -  C 63
 QQ0190  PID         -  QQ0190
 QQ0190  STATE/COUNTY-  SD/ROBERTS
 QQ0190  COUNTRY     -  US
 QQ0190  USGS QUAD   -  GOODWILL (2017)
 QQ0190
 QQ0190                         *CURRENT SURVEY CONTROL
 QQ0190  ______________________________________________________________________
 QQ0190* NAD 83(1986) POSITION- 45 34 17.     (N) 097 07 25.     (W)   SCALED
 QQ0190* NAVD 88 ORTHO HEIGHT -   611.456 (meters)     2006.09  (feet) ADJUSTED
 QQ0190  ______________________________________________________________________
 QQ0190  GEOID HEIGHT    -        -25.472 (meters)                     GEOID18
 QQ0190  DYNAMIC HEIGHT  -        611.399 (meters)     2005.90  (feet) COMP
 QQ0190  MODELED GRAVITY -    980,502.2   (mgal)                       NAVD 88
 QQ0190
 QQ0190  VERT ORDER      -  SECOND    CLASS 0
 QQ0190
 QQ0190.The horizontal coordinates were scaled from a map and have
 QQ0190.an estimated accuracy of +/- 6 seconds.
 QQ0190
 QQ0190.The orthometric height was determined by differential leveling and
 QQ0190.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0190.in June 1991.
 QQ0190
 QQ0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0190.GEOID18 height accuracy estimate available here.
 QQ0190
 QQ0190.Click photographs - Photos may exist for this station.
 QQ0190
 QQ0190.The dynamic height is computed by dividing the NAVD 88
 QQ0190.geopotential number by the normal gravity value computed on the
 QQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0190.degrees latitude (g = 980.6199 gals.).
 QQ0190
 QQ0190.The modeled gravity was interpolated from observed gravity values.
 QQ0190
 QQ0190;                    North         East    Units  Estimated Accuracy
 QQ0190;SPC SD N     -   197,130.      824,480.      MT  (+/- 180 meters Scaled)
 QQ0190
 QQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR464481(NAD 83)
 QQ0190
 QQ0190                          SUPERSEDED SURVEY CONTROL
 QQ0190
 QQ0190  NGVD 29 (??/??/92)  611.185  (m)         2005.20   (f) ADJ UNCH    2 0
 QQ0190
 QQ0190.Superseded values are not recommended for survey control.
 QQ0190
 QQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0190.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0190
 QQ0190_MARKER: DB = BENCH MARK DISK
 QQ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0190_STAMPING: C 63 1934
 QQ0190_MARK LOGO: CGS
 QQ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0190+STABILITY: SURFACE MOTION
 QQ0190
 QQ0190  HISTORY     - Date     Condition        Report By
 QQ0190  HISTORY     - 1934     MONUMENTED       CGS
 QQ0190  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0190
 QQ0190                          STATION DESCRIPTION
 QQ0190
 QQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0190'8.8 MI S FROM SISSETON.
 QQ0190'8.8 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM SISSETON, ROBERTS
 QQ0190'COUNTY, AT THE CROWN OF A HILL WITH A LONG SLOPE ON EACH SIDE,
 QQ0190'ABOUT 100 FEET SOUTH OF AN OPEN CUT, 30 FEET EAST OF THE CENTER
 QQ0190'LINE OF THE HIGHWAY, AND 20 FEET WEST OF A PILE OF BOULDERS.
 QQ0190'A STANDARD DISK, STAMPED C 63 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0190'POST.  NOTE-- OLD HWY 81 WAS WIDENED AND PAVED.
 QQ0190
 QQ0190                          STATION RECOVERY (1970)
 QQ0190
 QQ0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0442 ***********************************************************************
 QS0442  DESIGNATION -  C 65
 QS0442  PID         -  QS0442
 QS0442  STATE/COUNTY-  SD/CORSON
 QS0442  COUNTRY     -  US
 QS0442  USGS QUAD   -  TATANKA LAKE (2017)
 QS0442
 QS0442                         *CURRENT SURVEY CONTROL
 QS0442  ______________________________________________________________________
 QS0442* NAD 83(1986) POSITION- 45 56 20.     (N) 101 14 45.     (W)   SCALED
 QS0442* NAVD 88 ORTHO HEIGHT -   677.450 (meters)     2222.60  (feet) ADJUSTED
 QS0442  ______________________________________________________________________
 QS0442  GEOID HEIGHT    -        -20.592 (meters)                     GEOID18
 QS0442  DYNAMIC HEIGHT  -        677.385 (meters)     2222.39  (feet) COMP
 QS0442  MODELED GRAVITY -    980,498.1   (mgal)                       NAVD 88
 QS0442
 QS0442  VERT ORDER      -  SECOND    CLASS 0
 QS0442
 QS0442.The horizontal coordinates were scaled from a map and have
 QS0442.an estimated accuracy of +/- 6 seconds.
 QS0442
 QS0442.The orthometric height was determined by differential leveling and
 QS0442.adjusted by the NATIONAL GEODETIC SURVEY
 QS0442.in June 1991.
 QS0442
 QS0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0442.GEOID18 height accuracy estimate available here.
 QS0442
 QS0442.Click photographs - Photos may exist for this station.
 QS0442
 QS0442.The dynamic height is computed by dividing the NAVD 88
 QS0442.geopotential number by the normal gravity value computed on the
 QS0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0442.degrees latitude (g = 980.6199 gals.).
 QS0442
 QS0442.The modeled gravity was interpolated from observed gravity values.
 QS0442
 QS0442;                    North         East    Units  Estimated Accuracy
 QS0442;SPC SD N     -   234,730.      503,390.      MT  (+/- 180 meters Scaled)
 QS0442
 QS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR259897(NAD 83)
 QS0442
 QS0442                          SUPERSEDED SURVEY CONTROL
 QS0442
 QS0442  NGVD 29 (??/??/92)  676.963  (m)         2221.00   (f) ADJ UNCH    2 0
 QS0442
 QS0442.Superseded values are not recommended for survey control.
 QS0442
 QS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0442.See file dsdata.pdf to determine how the superseded data were derived.
 QS0442
 QS0442_MARKER: DB = BENCH MARK DISK
 QS0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0442_STAMPING: C 65 1934
 QS0442_MARK LOGO: CGS
 QS0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0442+STABILITY: SURFACE MOTION
 QS0442
 QS0442  HISTORY     - Date     Condition        Report By
 QS0442  HISTORY     - 1934     MONUMENTED       CGS
 QS0442  HISTORY     - 1940     GOOD             CGS
 QS0442
 QS0442                          STATION DESCRIPTION
 QS0442
 QS0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0442'1.7 MI W FROM TATANKA.
 QS0442'1.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0442'RAILROAD FROM THE STATION AT TATANKA, CORSON COUNTY, ABOUT 10
 QS0442'POLES WEST OF MILEPOST 858, AT A ROAD CROSSING, ABOUT 170 FEET
 QS0442'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 100 FEET NORTH OF THE
 QS0442'CENTER LINE OF THE TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 QS0442'FENCE, AT THE CREST OF A RISE, SLIGHTLY HIGHER THAN THE TRACK,
 QS0442'AND 1 FOOT NORTH OF A WHITE REFERENCE POST STENCILED U.S.B.M.
 QS0442'A STANDARD DISK, STAMPED C 65 1934 AND SET IN THE TOP OF A
 QS0442'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0354 ***********************************************************************
 QS0354  DESIGNATION -  C 66
 QS0354  PID         -  QS0354
 QS0354  STATE/COUNTY-  SD/CORSON
 QS0354  COUNTRY     -  US
 QS0354  USGS QUAD   -  WAKPALA (2017)
 QS0354
 QS0354                         *CURRENT SURVEY CONTROL
 QS0354  ______________________________________________________________________
 QS0354* NAD 83(1986) POSITION- 45 40 41.     (N) 100 32 32.     (W)   SCALED
 QS0354* NAVD 88 ORTHO HEIGHT -   508.233 (meters)     1667.43  (feet) ADJUSTED
 QS0354  ______________________________________________________________________
 QS0354  GEOID HEIGHT    -        -21.571 (meters)                     GEOID18
 QS0354  DYNAMIC HEIGHT  -        508.194 (meters)     1667.30  (feet) COMP
 QS0354  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 QS0354
 QS0354  VERT ORDER      -  SECOND    CLASS 0
 QS0354
 QS0354.The horizontal coordinates were scaled from a map and have
 QS0354.an estimated accuracy of +/- 6 seconds.
 QS0354
 QS0354.The orthometric height was determined by differential leveling and
 QS0354.adjusted by the NATIONAL GEODETIC SURVEY
 QS0354.in June 1991.
 QS0354
 QS0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0354.GEOID18 height accuracy estimate available here.
 QS0354
 QS0354.Click photographs - Photos may exist for this station.
 QS0354
 QS0354.The dynamic height is computed by dividing the NAVD 88
 QS0354.geopotential number by the normal gravity value computed on the
 QS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0354.degrees latitude (g = 980.6199 gals.).
 QS0354
 QS0354.The modeled gravity was interpolated from observed gravity values.
 QS0354
 QS0354;                    North         East    Units  Estimated Accuracy
 QS0354;SPC SD N     -   205,140.      557,760.      MT  (+/- 180 meters Scaled)
 QS0354
 QS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR798594(NAD 83)
 QS0354
 QS0354                          SUPERSEDED SURVEY CONTROL
 QS0354
 QS0354  NGVD 29 (??/??/92)  507.859  (m)         1666.20   (f) ADJ UNCH    2 0
 QS0354
 QS0354.Superseded values are not recommended for survey control.
 QS0354
 QS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0354.See file dsdata.pdf to determine how the superseded data were derived.
 QS0354
 QS0354_MARKER: DB = BENCH MARK DISK
 QS0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0354_STAMPING: C 66 1934
 QS0354_MARK LOGO: CGS
 QS0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0354+STABILITY: SURFACE MOTION
 QS0354
 QS0354  HISTORY     - Date     Condition        Report By
 QS0354  HISTORY     - 1934     MONUMENTED       CGS
 QS0354  HISTORY     - 1945     GOOD             CGS
 QS0354
 QS0354                          STATION DESCRIPTION
 QS0354
 QS0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0354'1.4 MI NW FROM WAKPALA.
 QS0354'1.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0354'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, CORSON COUNTY,
 QS0354'OPPOSITE A STATION-ONE-MILE SIGN, ONE POLE SOUTHEAST OF A CULVERT,
 QS0354'100 FEET SOUTHWEST OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY
 QS0354'FENCE.  A STANDARD DISK, STAMPED C 66 1934 AND SET IN THE TOP OF
 QS0354'A CONCRETE POST.
 QS0354
 QS0354                          STATION RECOVERY (1945)
 QS0354
 QS0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1143 ***********************************************************************
 OR1143  DESIGNATION -  C 66 A
 OR1143  PID         -  OR1143
 OR1143  STATE/COUNTY-  SD/GREGORY
 OR1143  COUNTRY     -  US
 OR1143  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1143
 OR1143                         *CURRENT SURVEY CONTROL
 OR1143  ______________________________________________________________________
 OR1143* NAD 83(1986) POSITION- 43 03 25.     (N) 098 33 46.     (W)   SCALED
 OR1143* NAVD 88 ORTHO HEIGHT -   425.568 (meters)     1396.22  (feet) ADJUSTED
 OR1143  ______________________________________________________________________
 OR1143  GEOID HEIGHT    -        -26.229 (meters)                     GEOID18
 OR1143  DYNAMIC HEIGHT  -        425.425 (meters)     1395.75  (feet) COMP
 OR1143  MODELED GRAVITY -    980,273.0   (mgal)                       NAVD 88
 OR1143
 OR1143  VERT ORDER      -  FIRST     CLASS II
 OR1143
 OR1143.The horizontal coordinates were scaled from a map and have
 OR1143.an estimated accuracy of +/- 6 seconds.
 OR1143
 OR1143.The orthometric height was determined by differential leveling and
 OR1143.adjusted by the NATIONAL GEODETIC SURVEY
 OR1143.in June 1994.
 OR1143
 OR1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1143.GEOID18 height accuracy estimate available here.
 OR1143
 OR1143.Click photographs - Photos may exist for this station.
 OR1143
 OR1143.The dynamic height is computed by dividing the NAVD 88
 OR1143.geopotential number by the normal gravity value computed on the
 OR1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1143.degrees latitude (g = 980.6199 gals.).
 OR1143
 OR1143.The modeled gravity was interpolated from observed gravity values.
 OR1143
 OR1143;                    North         East    Units  Estimated Accuracy
 OR1143;SPC SD S     -    81,920.      744,220.      MT  (+/- 180 meters Scaled)
 OR1143
 OR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN356672(NAD 83)
 OR1143
 OR1143                          SUPERSEDED SURVEY CONTROL
 OR1143
 OR1143.No superseded survey control is available for this station.
 OR1143
 OR1143_MARKER: P = PIPE CAP
 OR1143_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OR1143_SP_SET: UNSPECIFIED DEEP
 OR1143_MARK LOGO: NONE
 OR1143_PROJECTION: PROJECTING 4 CENTIMETERS
 OR1143_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1143+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2012
 OR1143_ROD/PIPE-DEPTH: 3.7 meters
 OR1143
 OR1143  HISTORY     - Date     Condition        Report By
 OR1143  HISTORY     - UNK      MONUMENTED       USACE
 OR1143  HISTORY     - 19930929 GOOD             NGS
 OR1143  HISTORY     - 20120125 GOOD             INDIV
 OR1143
 OR1143                          STATION DESCRIPTION
 OR1143
 OR1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1143'3.4 KM (2.10 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1143'STATE HIGHWAY 46 IN PICKSTOWN, 27.6 M (90.6 FT) SOUTHWEST OF UTILITY
 OR1143'LIGHT POLE NUMBER 28, 8.4 M (27.6 FT) SOUTHEAST OF AND LEVEL WITH THE
 OR1143'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTHWEST OF A STEEL POST WITH TAB
 OR1143'NUMBER C-66 A, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--THE
 OR1143'POINT LEVELED IS THE TOP OF AN UNSTAMPED METAL PIPE CAP THAT IS
 OR1143'ATTACHED TO A 2-1/2 IN GALVANIZED STEEL PIPE ENCASED IN A 9-INCH
 OR1143'METAL PIPE.  ACCESS TO THE PIPE CAP IS THROUGH A LOCKED METAL COVER.
 OR1143
 OR1143                          STATION RECOVERY (2012)
 OR1143
 OR1143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0300 ***********************************************************************
 QR0300  DESIGNATION -  C 68
 QR0300  PID         -  QR0300
 QR0300  STATE/COUNTY-  SD/WALWORTH
 QR0300  COUNTRY     -  US
 QR0300  USGS QUAD   -  LOWRY (2017)
 QR0300
 QR0300                         *CURRENT SURVEY CONTROL
 QR0300  ______________________________________________________________________
 QR0300* NAD 83(1986) POSITION- 45 15 55.     (N) 099 58 32.     (W)   SCALED
 QR0300* NAVD 88 ORTHO HEIGHT -   638.479 (meters)     2094.74  (feet) ADJUSTED
 QR0300  ______________________________________________________________________
 QR0300  GEOID HEIGHT    -        -22.303 (meters)                     GEOID18
 QR0300  DYNAMIC HEIGHT  -        638.397 (meters)     2094.47  (feet) COMP
 QR0300  MODELED GRAVITY -    980,466.9   (mgal)                       NAVD 88
 QR0300
 QR0300  VERT ORDER      -  SECOND    CLASS 0
 QR0300
 QR0300.The horizontal coordinates were scaled from a map and have
 QR0300.an estimated accuracy of +/- 6 seconds.
 QR0300
 QR0300.The orthometric height was determined by differential leveling and
 QR0300.adjusted by the NATIONAL GEODETIC SURVEY
 QR0300.in June 1991.
 QR0300
 QR0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0300.GEOID18 height accuracy estimate available here.
 QR0300
 QR0300.Click photographs - Photos may exist for this station.
 QR0300
 QR0300.The dynamic height is computed by dividing the NAVD 88
 QR0300.geopotential number by the normal gravity value computed on the
 QR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0300.degrees latitude (g = 980.6199 gals.).
 QR0300
 QR0300.The modeled gravity was interpolated from observed gravity values.
 QR0300
 QR0300;                    North         East    Units  Estimated Accuracy
 QR0300;SPC SD N     -   159,120.      601,920.      MT  (+/- 180 meters Scaled)
 QR0300
 QR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR234128(NAD 83)
 QR0300
 QR0300                          SUPERSEDED SURVEY CONTROL
 QR0300
 QR0300  NGVD 29 (??/??/92)  638.104  (m)         2093.51   (f) ADJ UNCH    2 0
 QR0300
 QR0300.Superseded values are not recommended for survey control.
 QR0300
 QR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0300.See file dsdata.pdf to determine how the superseded data were derived.
 QR0300
 QR0300_MARKER: DB = BENCH MARK DISK
 QR0300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0300_SP_SET: BOX CULVERT HEADWALL
 QR0300_STAMPING: C 68 1934
 QR0300_MARK LOGO: CGS
 QR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0300+STABILITY: SURFACE MOTION
 QR0300
 QR0300  HISTORY     - Date     Condition        Report By
 QR0300  HISTORY     - 1934     MONUMENTED       CGS
 QR0300  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0300
 QR0300                          STATION DESCRIPTION
 QR0300
 QR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0300'19.6 MI S FROM SELBY.
 QR0300'19.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QR0300'SELBY, WALWORTH COUNTY, AT THE FOOT OF A LONG SLOPE, AT A 2-
 QR0300'BY 3-FOOT CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 QR0300'EAST HEADWALL, 12.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 QR0300'21 FEET WEST OF THE RIGHT-OF-WAY FENCE, 4.6 FEET NORTH OF A
 QR0300'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 QR0300'HIGHWAY.  A STANDARD DISK, STAMPED C 68 1934.
 QR0300
 QR0300                          STATION RECOVERY (1974)
 QR0300
 QR0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0222 ***********************************************************************
 QS0222  DESIGNATION -  C 69
 QS0222  PID         -  QS0222
 QS0222  STATE/COUNTY-  SD/POTTER
 QS0222  COUNTRY     -  US
 QS0222  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0222
 QS0222                         *CURRENT SURVEY CONTROL
 QS0222  ______________________________________________________________________
 QS0222* NAD 83(1986) POSITION- 45 01 43.     (N) 100 15 45.     (W)   SCALED
 QS0222* NAVD 88 ORTHO HEIGHT -   465.819 (meters)     1528.27  (feet) ADJUSTED
 QS0222  ______________________________________________________________________
 QS0222  GEOID HEIGHT    -        -22.460 (meters)                     GEOID18
 QS0222  DYNAMIC HEIGHT  -        465.752 (meters)     1528.05  (feet) COMP
 QS0222  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 QS0222
 QS0222  VERT ORDER      -  SECOND    CLASS 0
 QS0222
 QS0222.The horizontal coordinates were scaled from a map and have
 QS0222.an estimated accuracy of +/- 6 seconds.
 QS0222
 QS0222.The orthometric height was determined by differential leveling and
 QS0222.adjusted by the NATIONAL GEODETIC SURVEY
 QS0222.in June 1991.
 QS0222
 QS0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0222.GEOID18 height accuracy estimate available here.
 QS0222
 QS0222.Click photographs - Photos may exist for this station.
 QS0222
 QS0222.The dynamic height is computed by dividing the NAVD 88
 QS0222.geopotential number by the normal gravity value computed on the
 QS0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0222.degrees latitude (g = 980.6199 gals.).
 QS0222
 QS0222.The modeled gravity was interpolated from observed gravity values.
 QS0222
 QS0222;                    North         East    Units  Estimated Accuracy
 QS0222;SPC SD N     -   132,860.      579,310.      MT  (+/- 180 meters Scaled)
 QS0222
 QS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ005869(NAD 83)
 QS0222
 QS0222                          SUPERSEDED SURVEY CONTROL
 QS0222
 QS0222  NGVD 29 (??/??/92)  465.448  (m)         1527.06   (f) ADJ UNCH    2 0
 QS0222
 QS0222.Superseded values are not recommended for survey control.
 QS0222
 QS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0222.See file dsdata.pdf to determine how the superseded data were derived.
 QS0222
 QS0222_MARKER: DB = BENCH MARK DISK
 QS0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0222_SP_SET: BRIDGE
 QS0222_STAMPING: C 69 1934
 QS0222_MARK LOGO: CGS
 QS0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0222
 QS0222  HISTORY     - Date     Condition        Report By
 QS0222  HISTORY     - 1934     MONUMENTED       CGS
 QS0222  HISTORY     - 1969     GOOD             USGS
 QS0222
 QS0222                          STATION DESCRIPTION
 QS0222
 QS0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0222'2 MI SE FROM WHITLOCKS CROSSING.
 QS0222'2.0 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 212 FROM THE MISSOURI
 QS0222'RIVER BRIDGE AT WHITLOCKS CROSSING, POTTER COUNTY, AT THE FOOT
 QS0222'OF A LONG GRADE, AT A 125-FOOT CONCRETE DECK BRIDGE, IN THE
 QS0222'TOP OF THE NORTHWEST WING WALL, 11 FEET EAST OF THE CENTER LINE
 QS0222'OF THE HIGHWAY, 36 FEET WEST OF A RIGHT-OF-WAY FENCE, AND ABOUT
 QS0222'3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 69
 QS0222'1934.  NOTE-- ELEVATION AND DESCRIPTION PLACES THE MARK UNDER
 QS0222'ABOUT 90 FEET OF WATER.  OAHE RESERVOIR.
 QS0222
 QS0222                          STATION RECOVERY (1969)
 QS0222
 QS0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QS0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0023 ***********************************************************************
 OR0023  DESIGNATION -  C 7
 OR0023  PID         -  OR0023
 OR0023  STATE/COUNTY-  SD/AURORA
 OR0023  COUNTRY     -  US
 OR0023  USGS QUAD   -  PLANKINTON (2017)
 OR0023
 OR0023                         *CURRENT SURVEY CONTROL
 OR0023  ______________________________________________________________________
 OR0023* NAD 83(1986) POSITION- 43 42 44.     (N) 098 27 48.     (W)   SCALED
 OR0023* NAVD 88 ORTHO HEIGHT -   461.514 (meters)     1514.15  (feet) ADJUSTED
 OR0023  ______________________________________________________________________
 OR0023  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 OR0023  DYNAMIC HEIGHT  -        461.399 (meters)     1513.77  (feet) COMP
 OR0023  MODELED GRAVITY -    980,356.0   (mgal)                       NAVD 88
 OR0023
 OR0023  VERT ORDER      -  FIRST     CLASS II
 OR0023
 OR0023.The horizontal coordinates were scaled from a map and have
 OR0023.an estimated accuracy of +/- 6 seconds.
 OR0023
 OR0023.The orthometric height was determined by differential leveling and
 OR0023.adjusted by the NATIONAL GEODETIC SURVEY
 OR0023.in September 1993.
 OR0023
 OR0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0023.GEOID18 height accuracy estimate available here.
 OR0023
 OR0023.Click photographs - Photos may exist for this station.
 OR0023
 OR0023.The dynamic height is computed by dividing the NAVD 88
 OR0023.geopotential number by the normal gravity value computed on the
 OR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0023.degrees latitude (g = 980.6199 gals.).
 OR0023
 OR0023.The modeled gravity was interpolated from observed gravity values.
 OR0023
 OR0023;                    North         East    Units  Estimated Accuracy
 OR0023;SPC SD S     -   154,880.      750,680.      MT  (+/- 180 meters Scaled)
 OR0023
 OR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP432400(NAD 83)
 OR0023
 OR0023                          SUPERSEDED SURVEY CONTROL
 OR0023
 OR0023  NAVD 88 (06/15/91)  461.474  (m)         1514.02   (f) SUPERSEDED  1 2
 OR0023  NGVD 29 (??/??/92)  461.154  (m)         1512.97   (f) ADJ UNCH    1 2
 OR0023
 OR0023.Superseded values are not recommended for survey control.
 OR0023
 OR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0023.See file dsdata.pdf to determine how the superseded data were derived.
 OR0023
 OR0023_MARKER: DB = BENCH MARK DISK
 OR0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0023_STAMPING: C 7 1925
 OR0023_MARK LOGO: CGS
 OR0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0023+STABILITY: SURFACE MOTION
 OR0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0023+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1991
 OR0023
 OR0023  HISTORY     - Date     Condition        Report By
 OR0023  HISTORY     - 1925     MONUMENTED       CGS
 OR0023  HISTORY     - 1941     GOOD             CGS
 OR0023  HISTORY     - 19910623 GOOD             NGS
 OR0023  HISTORY     - 20120126 POOR             INDIV
 OR0023
 OR0023                          STATION DESCRIPTION
 OR0023
 OR0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0023'1 MI E FROM PLANKINTON.
 OR0023'ABOUT 1 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0023'AND PACIFIC RAILROAD FROM PLANKINTON, AURORA COUNTY, ABOUT
 OR0023'3-1/2 RAILS EAST OF THE STATION-ONE-MILE SIGN, AT THE CROSSING
 OR0023'OF A SECTION-LINE ROAD, 52 FEET WEST OF THE CENTER LINE OF THE
 OR0023'ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 7.3
 OR0023'FEET NORTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED C 7 1925
 OR0023'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OR0023'ABOVE GROUND.
 OR0023
 OR0023                          STATION RECOVERY (1941)
 OR0023
 OR0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0023'RECOVERED IN GOOD CONDITION.
 OR0023
 OR0023                          STATION RECOVERY (1991)
 OR0023
 OR0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0023'1.8 KM (1.1 MI) EASTERLY ALONG STATE HIGHWAY 38 (OLD U.S. HIGHWAY
 OR0023'16) FROM THE JUNCTION OF MAIN STREET IN PLANKINTON, 22.9 M (75.1 FT)
 OR0023'NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 16.2 M (53.1 FT) WEST
 OR0023'OF THE CENTERLINE OF A PAVED ROAD LEADING NORTH, 11.6 M (38.1 FT)
 OR0023'SOUTH OF THE NEAR RAIL OF THE DAKOTA SOUTHERN RAILROAD, 0.3 M (1.0
 OR0023'FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OR0023'ABOVE THE GROUND SURFACE.
 OR0023
 OR0023                          STATION RECOVERY (2012)
 OR0023
 OR0023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0023'STATION LOOKS TO HAVE BEEN DISTURBED. STATION LOOKS TO HAVE BEEN HIT
 OR0023'WITH A LOADER AND MOVED IN THE GROUND. THE CONCRETE POST IS SITTING AT
 OR0023'AN ANGLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0787 ***********************************************************************
 PT0787  DESIGNATION -  C 7 M
 PT0787  PID         -  PT0787
 PT0787  STATE/COUNTY-  SD/HAAKON
 PT0787  COUNTRY     -  US
 PT0787  USGS QUAD   -  BOWEN RANCH (2017)
 PT0787
 PT0787                         *CURRENT SURVEY CONTROL
 PT0787  ______________________________________________________________________
 PT0787* NAD 83(1986) POSITION- 44 04 55.     (N) 101 48 33.     (W)   SCALED
 PT0787* NAVD 88 ORTHO HEIGHT -   714.998 (meters)     2345.79  (feet) ADJUSTED
 PT0787  ______________________________________________________________________
 PT0787  GEOID HEIGHT    -        -20.560 (meters)                     GEOID18
 PT0787  DYNAMIC HEIGHT  -        714.790 (meters)     2345.11  (feet) COMP
 PT0787  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PT0787
 PT0787  VERT ORDER      -  SECOND    CLASS 0
 PT0787
 PT0787.The horizontal coordinates were scaled from a map and have
 PT0787.an estimated accuracy of +/- 6 seconds.
 PT0787
 PT0787.The orthometric height was determined by differential leveling and
 PT0787.adjusted by the NATIONAL GEODETIC SURVEY
 PT0787.in June 1991.
 PT0787
 PT0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0787.GEOID18 height accuracy estimate available here.
 PT0787
 PT0787.Click photographs - Photos may exist for this station.
 PT0787
 PT0787.The dynamic height is computed by dividing the NAVD 88
 PT0787.geopotential number by the normal gravity value computed on the
 PT0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0787.degrees latitude (g = 980.6199 gals.).
 PT0787
 PT0787.The modeled gravity was interpolated from observed gravity values.
 PT0787
 PT0787;                    North         East    Units  Estimated Accuracy
 PT0787;SPC SD S     -   195,310.      481,810.      MT  (+/- 180 meters Scaled)
 PT0787
 PT0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP750848(NAD 83)
 PT0787
 PT0787                          SUPERSEDED SURVEY CONTROL
 PT0787
 PT0787  NGVD 29 (??/??/92)  714.54   (m)         2344.3    (f) COMPUTED    2 0
 PT0787
 PT0787.Superseded values are not recommended for survey control.
 PT0787
 PT0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0787.See file dsdata.pdf to determine how the superseded data were derived.
 PT0787
 PT0787_MARKER: DS = TRIANGULATION STATION DISK
 PT0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0787_STAMPING: C 7 M 1961
 PT0787_MARK LOGO: CGS
 PT0787_PROJECTION: FLUSH
 PT0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0787+STABILITY: SURFACE MOTION
 PT0787
 PT0787  HISTORY     - Date     Condition        Report By
 PT0787  HISTORY     - 1961     MONUMENTED       CGS
 PT0787  HISTORY     - 1962     GOOD             CGS
 PT0787
 PT0787                          STATION DESCRIPTION
 PT0787
 PT0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0787'16.6 MI SE FROM HILLAND.
 PT0787'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0787'CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH ALONG A GRAVELED
 PT0787'AND GRADED DIRT ROAD, THENCE 4.05 MILES SOUTHEAST ALONG A
 PT0787'GRAVELED ROAD, 0.9 MILE EAST OF A LONG CURVE IN THE ROAD AND A
 PT0787'ROAD JUNCTION, ON THE CREST OF A SLIGHT RISE, 253 FEET SOUTH
 PT0787'OF THE MOST SOUTHERLY POLE OF TWO LARGE POWER POLES, 79.2 FEET
 PT0787'NORTH OF AND ACROSS THE ROAD FROM C 7 M R.M. 1, 50.7 FEET EAST OF
 PT0787'C 7 M R.M. 2, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 1/2
 PT0787'FEET NORTH OF A FENCE, 4.0 FEET NORTH OF A METAL WITNESS POST,
 PT0787'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0787'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0785 ***********************************************************************
 PT0785  DESIGNATION -  C 7 M RM 1
 PT0785  PID         -  PT0785
 PT0785  STATE/COUNTY-  SD/HAAKON
 PT0785  COUNTRY     -  US
 PT0785  USGS QUAD   -  BOWEN RANCH (2017)
 PT0785
 PT0785                         *CURRENT SURVEY CONTROL
 PT0785  ______________________________________________________________________
 PT0785* NAD 83(1986) POSITION- 44 04 55.     (N) 101 48 34.     (W)   SCALED
 PT0785* NAVD 88 ORTHO HEIGHT -   714.863 (meters)     2345.35  (feet) ADJUSTED
 PT0785  ______________________________________________________________________
 PT0785  GEOID HEIGHT    -        -20.559 (meters)                     GEOID18
 PT0785  DYNAMIC HEIGHT  -        714.655 (meters)     2344.66  (feet) COMP
 PT0785  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PT0785
 PT0785  VERT ORDER      -  SECOND    CLASS 0
 PT0785
 PT0785.The horizontal coordinates were scaled from a map and have
 PT0785.an estimated accuracy of +/- 6 seconds.
 PT0785
 PT0785.The orthometric height was determined by differential leveling and
 PT0785.adjusted by the NATIONAL GEODETIC SURVEY
 PT0785.in June 1991.
 PT0785
 PT0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0785.GEOID18 height accuracy estimate available here.
 PT0785
 PT0785.Click photographs - Photos may exist for this station.
 PT0785
 PT0785.The dynamic height is computed by dividing the NAVD 88
 PT0785.geopotential number by the normal gravity value computed on the
 PT0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0785.degrees latitude (g = 980.6199 gals.).
 PT0785
 PT0785.The modeled gravity was interpolated from observed gravity values.
 PT0785
 PT0785;                    North         East    Units  Estimated Accuracy
 PT0785;SPC SD S     -   195,310.      481,780.      MT  (+/- 180 meters Scaled)
 PT0785
 PT0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP750848(NAD 83)
 PT0785
 PT0785                          SUPERSEDED SURVEY CONTROL
 PT0785
 PT0785  NGVD 29 (??/??/92)  714.41   (m)         2343.9    (f) COMPUTED    2 0
 PT0785
 PT0785.Superseded values are not recommended for survey control.
 PT0785
 PT0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0785.See file dsdata.pdf to determine how the superseded data were derived.
 PT0785
 PT0785_MARKER: DR = REFERENCE MARK DISK
 PT0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0785_STAMPING: C 7 M NO 1 1961
 PT0785_MARK LOGO: CGS
 PT0785_PROJECTION: FLUSH
 PT0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0785+STABILITY: SURFACE MOTION
 PT0785
 PT0785  HISTORY     - Date     Condition        Report By
 PT0785  HISTORY     - 1961     MONUMENTED       CGS
 PT0785  HISTORY     - 1962     GOOD             CGS
 PT0785
 PT0785                          STATION DESCRIPTION
 PT0785
 PT0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0785'16.6 MI SE FROM HILLAND.
 PT0785'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0785'CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH ALONG A GRAVELED
 PT0785'AND GRADED DIRT ROAD, THENCE 4.05 MILES SOUTHEAST ALONG A
 PT0785'GRAVELED ROAD, 0.9 MILE EAST OF A LONG CURVE IN THE ROAD AND A
 PT0785'ROAD JUNCTION, ON THE CREST OF A SLIGHT RISE, 79.2 FEET SOUTH
 PT0785'OF AND ACROSS THE ROAD FROM C 7 M 1961, 35 FEET SOUTH OF THE
 PT0785'CENTER LINE OF THE ROAD, 26 FEET WEST OF THE CENTER OF A WIRE
 PT0785'GATE, 7.8 FEET NORTH OF A POWER POLE, 1.0 FOOT SOUTH OF A FENCE,
 PT0785'ABOUT FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 PT0785'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0786 ***********************************************************************
 PT0786  DESIGNATION -  C 7 M RM 2
 PT0786  PID         -  PT0786
 PT0786  STATE/COUNTY-  SD/HAAKON
 PT0786  COUNTRY     -  US
 PT0786  USGS QUAD   -  BOWEN RANCH (2017)
 PT0786
 PT0786                         *CURRENT SURVEY CONTROL
 PT0786  ______________________________________________________________________
 PT0786* NAD 83(1986) POSITION- 44 04 55.     (N) 101 48 33.     (W)   SCALED
 PT0786* NAVD 88 ORTHO HEIGHT -   714.862 (meters)     2345.34  (feet) ADJUSTED
 PT0786  ______________________________________________________________________
 PT0786  GEOID HEIGHT    -        -20.560 (meters)                     GEOID18
 PT0786  DYNAMIC HEIGHT  -        714.655 (meters)     2344.66  (feet) COMP
 PT0786  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PT0786
 PT0786  VERT ORDER      -  SECOND    CLASS 0
 PT0786
 PT0786.The horizontal coordinates were scaled from a map and have
 PT0786.an estimated accuracy of +/- 6 seconds.
 PT0786
 PT0786.The orthometric height was determined by differential leveling and
 PT0786.adjusted by the NATIONAL GEODETIC SURVEY
 PT0786.in June 1991.
 PT0786
 PT0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0786.GEOID18 height accuracy estimate available here.
 PT0786
 PT0786.Click photographs - Photos may exist for this station.
 PT0786
 PT0786.The dynamic height is computed by dividing the NAVD 88
 PT0786.geopotential number by the normal gravity value computed on the
 PT0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0786.degrees latitude (g = 980.6199 gals.).
 PT0786
 PT0786.The modeled gravity was interpolated from observed gravity values.
 PT0786
 PT0786;                    North         East    Units  Estimated Accuracy
 PT0786;SPC SD S     -   195,310.      481,810.      MT  (+/- 180 meters Scaled)
 PT0786
 PT0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP750848(NAD 83)
 PT0786
 PT0786                          SUPERSEDED SURVEY CONTROL
 PT0786
 PT0786  NGVD 29 (??/??/92)  714.41   (m)         2343.9    (f) COMPUTED    2 0
 PT0786
 PT0786.Superseded values are not recommended for survey control.
 PT0786
 PT0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0786.See file dsdata.pdf to determine how the superseded data were derived.
 PT0786
 PT0786_MARKER: DR = REFERENCE MARK DISK
 PT0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0786_STAMPING: C 7 M NO 2 1961
 PT0786_MARK LOGO: CGS
 PT0786_PROJECTION: FLUSH
 PT0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0786+STABILITY: SURFACE MOTION
 PT0786
 PT0786  HISTORY     - Date     Condition        Report By
 PT0786  HISTORY     - 1961     MONUMENTED       CGS
 PT0786  HISTORY     - 1962     GOOD             CGS
 PT0786
 PT0786                          STATION DESCRIPTION
 PT0786
 PT0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0786'16.6 MI SE FROM HILLAND.
 PT0786'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0786'CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH ALONG A GRAVELED
 PT0786'AND GRADED DIRT ROAD, THENCE 4.05 MILES SOUTHEAST ALONG A GRAVELED
 PT0786'ROAD, 0.9 MILE EAST OF A LONG CURVE IN THE ROAD AND A ROAD
 PT0786'JUNCTION, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50.7
 PT0786'FEET WEST OF C 7 M 1961, 1.0 FOOT NORTH OF A FENCE, AND SET IN
 PT0786'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0783 ***********************************************************************
 PT0783  DESIGNATION -  C 7 N
 PT0783  PID         -  PT0783
 PT0783  STATE/COUNTY-  SD/HAAKON
 PT0783  COUNTRY     -  US
 PT0783  USGS QUAD   -  BOWEN RANCH (2017)
 PT0783
 PT0783                         *CURRENT SURVEY CONTROL
 PT0783  ______________________________________________________________________
 PT0783* NAD 83(1986) POSITION- 44 04 33.     (N) 101 47 31.     (W)   SCALED
 PT0783* NAVD 88 ORTHO HEIGHT -   723.709 (meters)     2374.37  (feet) ADJUSTED
 PT0783  ______________________________________________________________________
 PT0783  GEOID HEIGHT    -        -20.623 (meters)                     GEOID18
 PT0783  DYNAMIC HEIGHT  -        723.500 (meters)     2373.68  (feet) COMP
 PT0783  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 PT0783
 PT0783  VERT ORDER      -  SECOND    CLASS 0
 PT0783
 PT0783.The horizontal coordinates were scaled from a map and have
 PT0783.an estimated accuracy of +/- 6 seconds.
 PT0783
 PT0783.The orthometric height was determined by differential leveling and
 PT0783.adjusted by the NATIONAL GEODETIC SURVEY
 PT0783.in June 1991.
 PT0783
 PT0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0783.GEOID18 height accuracy estimate available here.
 PT0783
 PT0783.Click photographs - Photos may exist for this station.
 PT0783
 PT0783.The dynamic height is computed by dividing the NAVD 88
 PT0783.geopotential number by the normal gravity value computed on the
 PT0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0783.degrees latitude (g = 980.6199 gals.).
 PT0783
 PT0783.The modeled gravity was interpolated from observed gravity values.
 PT0783
 PT0783;                    North         East    Units  Estimated Accuracy
 PT0783;SPC SD S     -   194,610.      483,170.      MT  (+/- 180 meters Scaled)
 PT0783
 PT0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP764840(NAD 83)
 PT0783
 PT0783                          SUPERSEDED SURVEY CONTROL
 PT0783
 PT0783  NGVD 29 (??/??/92)  723.26   (m)         2372.9    (f) COMPUTED    2 0
 PT0783
 PT0783.Superseded values are not recommended for survey control.
 PT0783
 PT0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0783.See file dsdata.pdf to determine how the superseded data were derived.
 PT0783
 PT0783_MARKER: DS = TRIANGULATION STATION DISK
 PT0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0783_STAMPING: C 7 N 1961
 PT0783_MARK LOGO: CGS
 PT0783_PROJECTION: FLUSH
 PT0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0783+STABILITY: SURFACE MOTION
 PT0783
 PT0783  HISTORY     - Date     Condition        Report By
 PT0783  HISTORY     - 1961     MONUMENTED       CGS
 PT0783  HISTORY     - 1962     GOOD             CGS
 PT0783
 PT0783                          STATION DESCRIPTION
 PT0783
 PT0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0783'10.1 MI NW FROM PHILIP.
 PT0783'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0783'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0783'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0783'HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0783'2.9 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES NORTH
 PT0783'ALONG A GRAVELED ROAD, THENCE 0.3 MILE ACROSS COUNTRY TO THE CREST
 PT0783'OF A HILL, 0.15 MILE NORTH OF AN EAST-WEST FENCE, 41.7 FEET
 PT0783'NORTHWEST OF C 7 N R.M. 1, 33.6 FEET NORTHEAST OF C 7 N R.M.
 PT0783'2, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PT0783'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0779 ***********************************************************************
 PT0779  DESIGNATION -  C 7 N AZ MK
 PT0779  PID         -  PT0779
 PT0779  STATE/COUNTY-  SD/HAAKON
 PT0779  COUNTRY     -  US
 PT0779  USGS QUAD   -  BOWEN RANCH (2017)
 PT0779
 PT0779                         *CURRENT SURVEY CONTROL
 PT0779  ______________________________________________________________________
 PT0779* NAD 83(1986) POSITION- 44 03 32.     (N) 101 47 13.     (W)   SCALED
 PT0779* NAVD 88 ORTHO HEIGHT -   749.997 (meters)     2460.62  (feet) ADJUSTED
 PT0779  ______________________________________________________________________
 PT0779  GEOID HEIGHT    -        -20.646 (meters)                     GEOID18
 PT0779  DYNAMIC HEIGHT  -        749.781 (meters)     2459.91  (feet) COMP
 PT0779  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 PT0779
 PT0779  VERT ORDER      -  SECOND    CLASS 0
 PT0779
 PT0779.The horizontal coordinates were scaled from a map and have
 PT0779.an estimated accuracy of +/- 6 seconds.
 PT0779
 PT0779.The orthometric height was determined by differential leveling and
 PT0779.adjusted by the NATIONAL GEODETIC SURVEY
 PT0779.in June 1991.
 PT0779
 PT0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0779.GEOID18 height accuracy estimate available here.
 PT0779
 PT0779.Click photographs - Photos may exist for this station.
 PT0779
 PT0779.The dynamic height is computed by dividing the NAVD 88
 PT0779.geopotential number by the normal gravity value computed on the
 PT0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0779.degrees latitude (g = 980.6199 gals.).
 PT0779
 PT0779.The modeled gravity was interpolated from observed gravity values.
 PT0779
 PT0779;                    North         East    Units  Estimated Accuracy
 PT0779;SPC SD S     -   192,720.      483,540.      MT  (+/- 180 meters Scaled)
 PT0779
 PT0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP767821(NAD 83)
 PT0779
 PT0779                          SUPERSEDED SURVEY CONTROL
 PT0779
 PT0779  NGVD 29 (??/??/92)  749.55   (m)         2459.1    (f) COMPUTED    2 0
 PT0779
 PT0779.Superseded values are not recommended for survey control.
 PT0779
 PT0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0779.See file dsdata.pdf to determine how the superseded data were derived.
 PT0779
 PT0779_MARKER: DZ = AZIMUTH MARK DISK
 PT0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0779_STAMPING: C 7 N 1961
 PT0779_MARK LOGO: CGS
 PT0779_PROJECTION: FLUSH
 PT0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0779+STABILITY: SURFACE MOTION
 PT0779
 PT0779  HISTORY     - Date     Condition        Report By
 PT0779  HISTORY     - 1961     MONUMENTED       CGS
 PT0779  HISTORY     - 1962     GOOD             CGS
 PT0779
 PT0779                          STATION DESCRIPTION
 PT0779
 PT0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0779'8.4 MI NW FROM PHILIP.
 PT0779'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0779'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0779'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0779'U.S. HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD,
 PT0779'THENCE 2.9 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.4 MILES
 PT0779'NORTH ALONG A GRAVELED ROAD, AT THE CREST OF A HILL, IN SECTION
 PT0779'12, T 1 N, R 19 E, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PT0779'4 FEET WEST OF A FENCE, 4.0 FEET WEST OF A METAL WITNESS POST,
 PT0779'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0779'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0781 ***********************************************************************
 PT0781  DESIGNATION -  C 7 N RM 1
 PT0781  PID         -  PT0781
 PT0781  STATE/COUNTY-  SD/HAAKON
 PT0781  COUNTRY     -  US
 PT0781  USGS QUAD   -  BOWEN RANCH (2017)
 PT0781
 PT0781                         *CURRENT SURVEY CONTROL
 PT0781  ______________________________________________________________________
 PT0781* NAD 83(1986) POSITION- 44 04 33.     (N) 101 47 31.     (W)   SCALED
 PT0781* NAVD 88 ORTHO HEIGHT -   723.720 (meters)     2374.40  (feet) ADJUSTED
 PT0781  ______________________________________________________________________
 PT0781  GEOID HEIGHT    -        -20.623 (meters)                     GEOID18
 PT0781  DYNAMIC HEIGHT  -        723.511 (meters)     2373.72  (feet) COMP
 PT0781  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 PT0781
 PT0781  VERT ORDER      -  SECOND    CLASS 0
 PT0781
 PT0781.The horizontal coordinates were scaled from a map and have
 PT0781.an estimated accuracy of +/- 6 seconds.
 PT0781
 PT0781.The orthometric height was determined by differential leveling and
 PT0781.adjusted by the NATIONAL GEODETIC SURVEY
 PT0781.in June 1991.
 PT0781
 PT0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0781.GEOID18 height accuracy estimate available here.
 PT0781
 PT0781.Click photographs - Photos may exist for this station.
 PT0781
 PT0781.The dynamic height is computed by dividing the NAVD 88
 PT0781.geopotential number by the normal gravity value computed on the
 PT0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0781.degrees latitude (g = 980.6199 gals.).
 PT0781
 PT0781.The modeled gravity was interpolated from observed gravity values.
 PT0781
 PT0781;                    North         East    Units  Estimated Accuracy
 PT0781;SPC SD S     -   194,610.      483,170.      MT  (+/- 180 meters Scaled)
 PT0781
 PT0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP764840(NAD 83)
 PT0781
 PT0781                          SUPERSEDED SURVEY CONTROL
 PT0781
 PT0781  NGVD 29 (??/??/92)  723.27   (m)         2372.9    (f) COMPUTED    2 0
 PT0781
 PT0781.Superseded values are not recommended for survey control.
 PT0781
 PT0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0781.See file dsdata.pdf to determine how the superseded data were derived.
 PT0781
 PT0781_MARKER: DR = REFERENCE MARK DISK
 PT0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0781_STAMPING: C 7 N NO 1 1961
 PT0781_MARK LOGO: CGS
 PT0781_PROJECTION: FLUSH
 PT0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0781+STABILITY: SURFACE MOTION
 PT0781
 PT0781  HISTORY     - Date     Condition        Report By
 PT0781  HISTORY     - 1961     MONUMENTED       CGS
 PT0781  HISTORY     - 1962     GOOD             CGS
 PT0781
 PT0781                          STATION DESCRIPTION
 PT0781
 PT0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0781'10.1 MI NW FROM PHILIP.
 PT0781'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0781'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0781'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0781'U.S. HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD,
 PT0781'THENCE 2.9 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 PT0781'NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST-NORTHWEST
 PT0781'ACROSS COUNTRY TO THE CREST OF A HILL, 0.15 MILE NORTH OF AN
 PT0781'EAST-WEST FENCE, 41.7 FEET SOUTHEAST OF C 7 N 1961, AND SET IN
 PT0781'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0782 ***********************************************************************
 PT0782  DESIGNATION -  C 7 N RM 2
 PT0782  PID         -  PT0782
 PT0782  STATE/COUNTY-  SD/HAAKON
 PT0782  COUNTRY     -  US
 PT0782  USGS QUAD   -  BOWEN RANCH (2017)
 PT0782
 PT0782                         *CURRENT SURVEY CONTROL
 PT0782  ______________________________________________________________________
 PT0782* NAD 83(1986) POSITION- 44 04 33.     (N) 101 47 31.     (W)   SCALED
 PT0782* NAVD 88 ORTHO HEIGHT -   723.344 (meters)     2373.17  (feet) ADJUSTED
 PT0782  ______________________________________________________________________
 PT0782  GEOID HEIGHT    -        -20.623 (meters)                     GEOID18
 PT0782  DYNAMIC HEIGHT  -        723.135 (meters)     2372.49  (feet) COMP
 PT0782  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 PT0782
 PT0782  VERT ORDER      -  SECOND    CLASS 0
 PT0782
 PT0782.The horizontal coordinates were scaled from a map and have
 PT0782.an estimated accuracy of +/- 6 seconds.
 PT0782
 PT0782.The orthometric height was determined by differential leveling and
 PT0782.adjusted by the NATIONAL GEODETIC SURVEY
 PT0782.in June 1991.
 PT0782
 PT0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0782.GEOID18 height accuracy estimate available here.
 PT0782
 PT0782.Click photographs - Photos may exist for this station.
 PT0782
 PT0782.The dynamic height is computed by dividing the NAVD 88
 PT0782.geopotential number by the normal gravity value computed on the
 PT0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0782.degrees latitude (g = 980.6199 gals.).
 PT0782
 PT0782.The modeled gravity was interpolated from observed gravity values.
 PT0782
 PT0782;                    North         East    Units  Estimated Accuracy
 PT0782;SPC SD S     -   194,610.      483,170.      MT  (+/- 180 meters Scaled)
 PT0782
 PT0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP764840(NAD 83)
 PT0782
 PT0782                          SUPERSEDED SURVEY CONTROL
 PT0782
 PT0782  NGVD 29 (??/??/92)  722.89   (m)         2371.7    (f) COMPUTED    2 0
 PT0782
 PT0782.Superseded values are not recommended for survey control.
 PT0782
 PT0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0782.See file dsdata.pdf to determine how the superseded data were derived.
 PT0782
 PT0782_MARKER: DR = REFERENCE MARK DISK
 PT0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0782_STAMPING: C 7 N NO 2 1961
 PT0782_MARK LOGO: CGS
 PT0782_PROJECTION: FLUSH
 PT0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0782+STABILITY: SURFACE MOTION
 PT0782
 PT0782  HISTORY     - Date     Condition        Report By
 PT0782  HISTORY     - 1961     MONUMENTED       CGS
 PT0782  HISTORY     - 1962     GOOD             CGS
 PT0782
 PT0782                          STATION DESCRIPTION
 PT0782
 PT0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0782'10.1 MI NW FROM PHILIP.
 PT0782'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0782'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0782'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0782'U.S. HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD,
 PT0782'THENCE 2.9 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 PT0782'NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST-NORTHWEST
 PT0782'ACROSS COUNTRY TO THE CREST OF A HILL, 0.15 MILE NORTH OF AN
 PT0782'EAST-WEST FENCE, 33.6 FEET SOUTHWEST OF C 7 N 1961, AND SET IN
 PT0782'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0382 ***********************************************************************
 PT0382  DESIGNATION -  C 72
 PT0382  PID         -  PT0382
 PT0382  STATE/COUNTY-  SD/ZIEBACH
 PT0382  COUNTRY     -  US
 PT0382  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0382
 PT0382                         *CURRENT SURVEY CONTROL
 PT0382  ______________________________________________________________________
 PT0382* NAD 83(1986) POSITION- 44 55 13.     (N) 101 16 36.     (W)   SCALED
 PT0382* NAVD 88 ORTHO HEIGHT -   706.179 (meters)     2316.86  (feet) ADJUSTED
 PT0382  ______________________________________________________________________
 PT0382  GEOID HEIGHT    -        -21.278 (meters)                     GEOID18
 PT0382  DYNAMIC HEIGHT  -        706.044 (meters)     2316.41  (feet) COMP
 PT0382  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 PT0382
 PT0382  VERT ORDER      -  FIRST     CLASS II
 PT0382
 PT0382.The horizontal coordinates were scaled from a map and have
 PT0382.an estimated accuracy of +/- 6 seconds.
 PT0382
 PT0382.The orthometric height was determined by differential leveling and
 PT0382.adjusted by the NATIONAL GEODETIC SURVEY
 PT0382.in June 1991.
 PT0382
 PT0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0382.GEOID18 height accuracy estimate available here.
 PT0382
 PT0382.Click photographs - Photos may exist for this station.
 PT0382
 PT0382.The dynamic height is computed by dividing the NAVD 88
 PT0382.geopotential number by the normal gravity value computed on the
 PT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0382.degrees latitude (g = 980.6199 gals.).
 PT0382
 PT0382.The modeled gravity was interpolated from observed gravity values.
 PT0382
 PT0382;                    North         East    Units  Estimated Accuracy
 PT0382;SPC SD N     -   121,580.      499,210.      MT  (+/- 180 meters Scaled)
 PT0382
 PT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ203766(NAD 83)
 PT0382
 PT0382                          SUPERSEDED SURVEY CONTROL
 PT0382
 PT0382  NGVD 29 (??/??/92)  705.656  (m)         2315.14   (f) ADJ UNCH    1 2
 PT0382
 PT0382.Superseded values are not recommended for survey control.
 PT0382
 PT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0382.See file dsdata.pdf to determine how the superseded data were derived.
 PT0382
 PT0382_MARKER: DB = BENCH MARK DISK
 PT0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0382_STAMPING: C 72 1934
 PT0382_MARK LOGO: CGS
 PT0382_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0382+STABILITY: SURFACE MOTION
 PT0382
 PT0382  HISTORY     - Date     Condition        Report By
 PT0382  HISTORY     - 1934     MONUMENTED       CGS
 PT0382  HISTORY     - 1985     GOOD             NGS
 PT0382
 PT0382                          STATION DESCRIPTION
 PT0382
 PT0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0382'2.1 MI W FROM EAGLE BUTTE.
 PT0382'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0382'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0382'5.1 MILES SOUTH ALONG STATE HIGHWAY 63, ON THE SOUTH SLOPE OF
 PT0382'A HILL AT A CURVE, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST,
 PT0382'45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 45 FEET EAST OF
 PT0382'THE CENTERLINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY AND SET
 PT0382'IN THE TOP OF A CONCRETE POST.
 PT0382
 PT0382                          STATION RECOVERY (1985)
 PT0382
 PT0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0382'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0382'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0382'EAGLE BUTTE, THENCE 9.95 KM (6.18 MI) SOUTH ALONG STATE HIGHWAY 63, ON
 PT0382'THE OUTSIDE OF THE SOUTH END OF A CURVE, IN THE SOUTH CORNER OF A Y
 PT0382'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 0.66 KM (0.41 MI) SOUTH OF
 PT0382'MILEPOST 162, 13.9 METERS (45.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 PT0382'13.1 METERS (43 FT) SOUTHWEST OF THE CENTER OF THE TRACK ROAD,
 PT0382'13.8 METERS (45.3 FT) SOUTH OF THE SOUTH END OF A GATE IN THE
 PT0382'RIGHT-OF-WAY FENCE AND 2.3 METERS (7.5 FT) EAST OF THE RIGHT-OF-WAY
 PT0382'FENCE.
 PT0382'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0382'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0425 ***********************************************************************
 PT0425  DESIGNATION -  C 73
 PT0425  PID         -  PT0425
 PT0425  STATE/COUNTY-  SD/STANLEY
 PT0425  COUNTRY     -  US
 PT0425  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0425
 PT0425                         *CURRENT SURVEY CONTROL
 PT0425  ______________________________________________________________________
 PT0425* NAD 83(1986) POSITION- 44 24 23.     (N) 101 08 08.     (W)   SCALED
 PT0425* NAVD 88 ORTHO HEIGHT -   635.201 (meters)     2083.99  (feet) ADJUSTED
 PT0425  ______________________________________________________________________
 PT0425  GEOID HEIGHT    -        -22.254 (meters)                     GEOID18
 PT0425  DYNAMIC HEIGHT  -        635.043 (meters)     2083.47  (feet) COMP
 PT0425  MODELED GRAVITY -    980,349.7   (mgal)                       NAVD 88
 PT0425
 PT0425  VERT ORDER      -  FIRST     CLASS II
 PT0425
 PT0425.The horizontal coordinates were scaled from a map and have
 PT0425.an estimated accuracy of +/- 6 seconds.
 PT0425
 PT0425.The orthometric height was determined by differential leveling and
 PT0425.adjusted by the NATIONAL GEODETIC SURVEY
 PT0425.in June 1991.
 PT0425
 PT0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0425.GEOID18 height accuracy estimate available here.
 PT0425
 PT0425.Click photographs - Photos may exist for this station.
 PT0425
 PT0425.The dynamic height is computed by dividing the NAVD 88
 PT0425.geopotential number by the normal gravity value computed on the
 PT0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0425.degrees latitude (g = 980.6199 gals.).
 PT0425
 PT0425.The modeled gravity was interpolated from observed gravity values.
 PT0425
 PT0425;                    North         East    Units  Estimated Accuracy
 PT0425;SPC SD S     -   230,620.      536,100.      MT  (+/- 180 meters Scaled)
 PT0425
 PT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ299192(NAD 83)
 PT0425
 PT0425                          SUPERSEDED SURVEY CONTROL
 PT0425
 PT0425  NGVD 29 (??/??/92)  634.658  (m)         2082.21   (f) ADJ UNCH    1 2
 PT0425
 PT0425.Superseded values are not recommended for survey control.
 PT0425
 PT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0425.See file dsdata.pdf to determine how the superseded data were derived.
 PT0425
 PT0425_MARKER: DB = BENCH MARK DISK
 PT0425_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0425_SP_SET: CULVERT HEADWALL
 PT0425_STAMPING: C 73 1934
 PT0425_MARK LOGO: CGS
 PT0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0425+STABILITY: SURFACE MOTION
 PT0425
 PT0425  HISTORY     - Date     Condition        Report By
 PT0425  HISTORY     - 1934     MONUMENTED       CGS
 PT0425  HISTORY     - 1985     GOOD             NGS
 PT0425
 PT0425                          STATION DESCRIPTION
 PT0425
 PT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0425'24.8 MI N FROM MIDLAND.
 PT0425'IN STANLEY COUNTY, ABOUT 24.8 MILES NORTH ALONG STATE HIGHWAY
 PT0425'63 FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT A
 PT0425'LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE WEST CONCRETE
 PT0425'HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 PT0425'DISK, STAMPED C 73 1934.
 PT0425
 PT0425                          STATION RECOVERY (1985)
 PT0425
 PT0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0425'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  39.42 KM
 PT0425'(24.50 MI) NORTH ALONG STATE HIGHWAY 63 AND US HGIHWAY 14 FROM THEIR
 PT0425'JUNCTION AT MIDLAND, IN THE TOP CENTER OF THE WEST HEADWALL FOR A
 PT0425'7- BY 8-FOOT CONCRETE BOX CULVERT, 0.75 KM (0.47 MI) NORTH OF MILEPOST
 PT0425'121, 4.7 METERS (15.5 FT) WEST OF THE HIGHWAY CENTERLINE.
 PT0425'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0316 ***********************************************************************
 OS0316  DESIGNATION -  C 74 RESET
 OS0316  PID         -  OS0316
 OS0316  STATE/COUNTY-  SD/JACKSON
 OS0316  COUNTRY     -  US
 OS0316  USGS QUAD   -  STAMFORD NW (2017)
 OS0316
 OS0316                         *CURRENT SURVEY CONTROL
 OS0316  ______________________________________________________________________
 OS0316* NAD 83(1986) POSITION- 43 54 30.     (N) 101 08 40.     (W)   SCALED
 OS0316* NAVD 88 ORTHO HEIGHT -   674.019 (meters)     2211.34  (feet) ADJUSTED
 OS0316  ______________________________________________________________________
 OS0316  GEOID HEIGHT    -        -22.975 (meters)                     GEOID18
 OS0316  DYNAMIC HEIGHT  -        673.799 (meters)     2210.62  (feet) COMP
 OS0316  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 OS0316
 OS0316  VERT ORDER      -  FIRST     CLASS II
 OS0316
 OS0316.The horizontal coordinates were scaled from a map and have
 OS0316.an estimated accuracy of +/- 6 seconds.
 OS0316
 OS0316.The orthometric height was determined by differential leveling and
 OS0316.adjusted by the NATIONAL GEODETIC SURVEY
 OS0316.in June 1991.
 OS0316
 OS0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0316.GEOID18 height accuracy estimate available here.
 OS0316
 OS0316.Click photographs - Photos may exist for this station.
 OS0316
 OS0316.The dynamic height is computed by dividing the NAVD 88
 OS0316.geopotential number by the normal gravity value computed on the
 OS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0316.degrees latitude (g = 980.6199 gals.).
 OS0316
 OS0316.The modeled gravity was interpolated from observed gravity values.
 OS0316
 OS0316;                    North         East    Units  Estimated Accuracy
 OS0316;SPC SD S     -   175,290.      534,850.      MT  (+/- 180 meters Scaled)
 OS0316
 OS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP278639(NAD 83)
 OS0316
 OS0316                          SUPERSEDED SURVEY CONTROL
 OS0316
 OS0316  NGVD 29 (??/??/??)  673.47   (m)         2209.5    (f) RESET       3  
 OS0316
 OS0316.Superseded values are not recommended for survey control.
 OS0316
 OS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0316.See file dsdata.pdf to determine how the superseded data were derived.
 OS0316
 OS0316_MARKER: DB = BENCH MARK DISK
 OS0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0316_STAMPING: C 74 1934 RESET 1962
 OS0316_MARK LOGO: CGS
 OS0316_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0316+STABILITY: SURFACE MOTION
 OS0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0316+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0316
 OS0316  HISTORY     - Date     Condition        Report By
 OS0316  HISTORY     - 1962     MONUMENTED       CGS
 OS0316  HISTORY     - 1985     GOOD             NGS
 OS0316  HISTORY     - 20130116 GOOD             INDIV
 OS0316
 OS0316                          STATION DESCRIPTION
 OS0316
 OS0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0316'3.8 MI NW FROM STAMFORD.
 OS0316'0.6 MILE WEST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT
 OS0316'STAMFORD, THENCE NORTH 0.05 MILE, THENCE WEST ALONG A COUNTY
 OS0316'ROAD FOR 2.1 MILES, THENCE NORTH 1.0 MILE ALONG STATE HIGHWAY
 OS0316'63 (PRESENTLY UNDER CONSTRUCTION).  THE MARK IS 99 FEET WEST
 OS0316'OF THE CENTERLINE OF STATE HIGHWAY 63, 18 INCHES NORTH OF A
 OS0316'METAL WITNESS POST WITH SIGN, AND 1.0 FOOT EAST OF THE WEST
 OS0316'RIGHT-OF-WAY FENCE.  IT IS SET IN THE TOP OF A CYLINDRICAL
 OS0316'CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS
 OS0316'4 INCHES ABOVE THE GROUND SURFACE.
 OS0316
 OS0316                          STATION RECOVERY (1985)
 OS0316
 OS0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0316'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.60 KM
 OS0316'(11.56 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF US
 OS0316'HIGHWAY 14 AT MIDLAND, IN THE NORTH SLOPE OF A HILL, 0.22 KM (0.14 MI)
 OS0316'SOUTH OF THE T JUNCTION OF A GRAVEL DRIVE LEADING EAST TO A RANCH,
 OS0316'0.60 KM (0.37 MI) NORTH OF MILEPOST 85, 30.2 METERS (99 FT) WEST OF
 OS0316'THE HIGHWAY CENTERLINE, 45.7 METERS (150 FT) SOUTH OF THE WEST END OF
 OS0316'A 84-INCH PIPE CULVERT AT THE BOTTOM OF A LARGE DRAW AND 0.3 METER (1
 OS0316'FT) EAST OF THE RIGHT-OF-WAY FENCE.
 OS0316'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OS0316'THE MARK IS 4.0 M BELOW THE HIGHWAY.
 OS0316
 OS0316                          STATION RECOVERY (2013)
 OS0316
 OS0316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0449 ***********************************************************************
 PT0449  DESIGNATION -  C 75
 PT0449  PID         -  PT0449
 PT0449  STATE/COUNTY-  SD/STANLEY
 PT0449  COUNTRY     -  US
 PT0449  USGS QUAD   -  HAYES SOUTH (2017)
 PT0449
 PT0449                         *CURRENT SURVEY CONTROL
 PT0449  ______________________________________________________________________
 PT0449* NAD 83(1986) POSITION- 44 22 19.     (N) 101 01 07.     (W)   SCALED
 PT0449* NAVD 88 ORTHO HEIGHT -   596.552 (meters)     1957.19  (feet) ADJUSTED
 PT0449  ______________________________________________________________________
 PT0449  GEOID HEIGHT    -        -22.550 (meters)                     GEOID18
 PT0449  DYNAMIC HEIGHT  -        596.406 (meters)     1956.71  (feet) COMP
 PT0449  MODELED GRAVITY -    980,355.0   (mgal)                       NAVD 88
 PT0449
 PT0449  VERT ORDER      -  FIRST     CLASS II
 PT0449
 PT0449.The horizontal coordinates were scaled from a map and have
 PT0449.an estimated accuracy of +/- 6 seconds.
 PT0449
 PT0449.The orthometric height was determined by differential leveling and
 PT0449.adjusted by the NATIONAL GEODETIC SURVEY
 PT0449.in October 1997.
 PT0449
 PT0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0449.GEOID18 height accuracy estimate available here.
 PT0449
 PT0449.Click photographs - Photos may exist for this station.
 PT0449
 PT0449.The dynamic height is computed by dividing the NAVD 88
 PT0449.geopotential number by the normal gravity value computed on the
 PT0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0449.degrees latitude (g = 980.6199 gals.).
 PT0449
 PT0449.The modeled gravity was interpolated from observed gravity values.
 PT0449
 PT0449;                    North         East    Units  Estimated Accuracy
 PT0449;SPC SD S     -   226,710.      545,380.      MT  (+/- 180 meters Scaled)
 PT0449
 PT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ391151(NAD 83)
 PT0449
 PT0449                          SUPERSEDED SURVEY CONTROL
 PT0449
 PT0449  NAVD 88 (??/??/92)  596.616  (m)         1957.40   (f) SUPERSEDED  1 2
 PT0449  NGVD 29 (??/??/92)  596.171  (m)         1955.94   (f) ADJ UNCH    1 2
 PT0449
 PT0449.Superseded values are not recommended for survey control.
 PT0449
 PT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0449.See file dsdata.pdf to determine how the superseded data were derived.
 PT0449
 PT0449_MARKER: DB = BENCH MARK DISK
 PT0449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0449_SP_SET: WINGWALL
 PT0449_STAMPING: C 75 1934
 PT0449_MARK LOGO: CGS
 PT0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0449+STABILITY: SURFACE MOTION
 PT0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0449+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 PT0449
 PT0449  HISTORY     - Date     Condition        Report By
 PT0449  HISTORY     - 1934     MONUMENTED       CGS
 PT0449  HISTORY     - 1981     GOOD             NGS
 PT0449  HISTORY     - 1985     POOR             NGS
 PT0449  HISTORY     - 19950803 GOOD             NGS
 PT0449
 PT0449                          STATION DESCRIPTION
 PT0449
 PT0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0449'AT HAYES.
 PT0449'AT HAYES, STANLEY COUNTY, ON OLD U.S. HIGHWAY 14, AT THE EAST
 PT0449'ENTRANCE TO THE TOWN, AT A 150-FOOT BRIDGE, IN THE TOP OF THE
 PT0449'NORTHEAST CONCRETE WING WALL, AND 2 FEET FROM THE END OF THE LEVEL
 PT0449'SURFACE.  A STANDARD DISK, STAMPED C 75 1934.
 PT0449
 PT0449                          STATION RECOVERY (1981)
 PT0449
 PT0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0449'RECOVERED IN GOOD CONDITION.
 PT0449
 PT0449                          STATION RECOVERY (1985)
 PT0449
 PT0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0449'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PT0449'THE DESCRIPTION IS ADEQUATE EXCEPT THE WALL DESCRIBED HAS BEEN
 PT0449'SMASHED.  SURVEY.
 PT0449
 PT0449                          STATION RECOVERY (1995)
 PT0449
 PT0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0449'0.2 KM (0.10 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0449'IN HAYES, IN TOP OF AND 0.7 M (2.3 FT) SOUTHWEST OF THE NORTHEAST END
 PT0449'OF THE NORTHEAST CONCRETE WINGWALL OF AN OLD HIGHWAY BRIDGE SPANNING A
 PT0449'CREEK, 346.0 M (1135.2 FT) EAST OF MILEPOST 195, 42.9 M (140.7 FT)
 PT0449'NORTH OF THE HIGHWAY CENTERLINE, 4.1 M (13.5 FT) NORTH OF THE CENTER
 PT0449'OF THE OLD HIGHWAY BED, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 PT0449'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0487 ***********************************************************************
 PT0487  DESIGNATION -  C 76 RESET
 PT0487  PID         -  PT0487
 PT0487  STATE/COUNTY-  SD/HAAKON
 PT0487  COUNTRY     -  US
 PT0487  USGS QUAD   -  MIDLAND (2017)
 PT0487
 PT0487                         *CURRENT SURVEY CONTROL
 PT0487  ______________________________________________________________________
 PT0487* NAD 83(1986) POSITION- 44 03 51.     (N) 101 11 12.     (W)   SCALED
 PT0487* NAVD 88 ORTHO HEIGHT -   575.24  (meters)     1887.3   (feet) RESET
 PT0487  ______________________________________________________________________
 PT0487  GEOID HEIGHT    -        -22.774 (meters)                     GEOID18
 PT0487  VERT ORDER      -  THIRD
 PT0487
 PT0487.The horizontal coordinates were scaled from a map and have
 PT0487.an estimated accuracy of +/- 6 seconds.
 PT0487
 PT0487.The orthometric height was computed from unverified reset data.
 PT0487
 PT0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0487.GEOID18 height accuracy estimate available here.
 PT0487
 PT0487.Click photographs - Photos may exist for this station.
 PT0487
 PT0487;                    North         East    Units  Estimated Accuracy
 PT0487;SPC SD S     -   192,640.      531,640.      MT  (+/- 180 meters Scaled)
 PT0487
 PT0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP248813(NAD 83)
 PT0487
 PT0487                          SUPERSEDED SURVEY CONTROL
 PT0487
 PT0487.No superseded survey control is available for this station.
 PT0487
 PT0487_MARKER: DB = BENCH MARK DISK
 PT0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0487_SP_SET: CULVERT HEADWALL
 PT0487_STAMPING: C 76 RESET 1941
 PT0487_MARK LOGO: CGS
 PT0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0487+STABILITY: SURFACE MOTION
 PT0487
 PT0487  HISTORY     - Date     Condition        Report By
 PT0487  HISTORY     - 1941     MONUMENTED       CGS
 PT0487  HISTORY     - 1949     GOOD             USGS
 PT0487  HISTORY     - 1980     GOOD             NGS
 PT0487
 PT0487                          STATION DESCRIPTION
 PT0487
 PT0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0487'1.7 MI W FROM MIDLAND.
 PT0487'1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0487'THE WATER TANK AT MIDLAND, HAAKON COUNTY, 1 POLE EAST OF MILEPOST
 PT0487'535, OPPOSITE RAILWAY BRIDGE 1639, AT A CULVERT UNDER U.S.
 PT0487'HIGHWAY 14, AND IN THE TOP OF THE SOUTH PARAPET WALL.  A STANDARD
 PT0487'DISK, STAMPED C 76 RESET 1941.
 PT0487
 PT0487                          STATION RECOVERY (1949)
 PT0487
 PT0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 PT0487'RECOVERED IN GOOD CONDITION.
 PT0487
 PT0487                          STATION RECOVERY (1980)
 PT0487
 PT0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PT0487'1.4 MILES OF WEST FROM THE JUNCTION OF HIGHWAYS 14 AND 63 IN MIDLAND
 PT0487'ON HIGHWAY 14, IN THE EAST END OF THE SOUTH PARAPET WALL OF A
 PT0487'CONCRETE CULVERT. THIS MARK WILL BE DESTROYED IN THE FUTURE TO
 PT0487'REPLACE THIS CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0143 ***********************************************************************
 PS0143  DESIGNATION -  C 79
 PS0143  PID         -  PS0143
 PS0143  STATE/COUNTY-  SD/BUFFALO
 PS0143  COUNTRY     -  US
 PS0143  USGS QUAD   -  GANNVALLEY (2017)
 PS0143
 PS0143                         *CURRENT SURVEY CONTROL
 PS0143  ______________________________________________________________________
 PS0143* NAD 83(1986) POSITION- 44 07 23.     (N) 098 59 11.     (W)   SCALED
 PS0143* NAVD 88 ORTHO HEIGHT -   503.845 (meters)     1653.03  (feet) ADJUSTED
 PS0143  ______________________________________________________________________
 PS0143  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 PS0143  DYNAMIC HEIGHT  -        503.725 (meters)     1652.64  (feet) COMP
 PS0143  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 PS0143
 PS0143  VERT ORDER      -  SECOND    CLASS 0
 PS0143
 PS0143.The horizontal coordinates were scaled from a map and have
 PS0143.an estimated accuracy of +/- 6 seconds.
 PS0143
 PS0143.The orthometric height was determined by differential leveling and
 PS0143.adjusted by the NATIONAL GEODETIC SURVEY
 PS0143.in June 1991.
 PS0143
 PS0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0143.GEOID18 height accuracy estimate available here.
 PS0143
 PS0143.Click photographs - Photos may exist for this station.
 PS0143
 PS0143.The dynamic height is computed by dividing the NAVD 88
 PS0143.geopotential number by the normal gravity value computed on the
 PS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0143.degrees latitude (g = 980.6199 gals.).
 PS0143
 PS0143.The modeled gravity was interpolated from observed gravity values.
 PS0143
 PS0143;                    North         East    Units  Estimated Accuracy
 PS0143;SPC SD S     -   199,700.      707,800.      MT  (+/- 180 meters Scaled)
 PS0143
 PS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010855(NAD 83)
 PS0143
 PS0143                          SUPERSEDED SURVEY CONTROL
 PS0143
 PS0143  NGVD 29 (??/??/92)  503.48   (m)         1651.8    (f) COMPUTED    2 0
 PS0143
 PS0143.Superseded values are not recommended for survey control.
 PS0143
 PS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0143.See file dsdata.pdf to determine how the superseded data were derived.
 PS0143
 PS0143_MARKER: DB = BENCH MARK DISK
 PS0143_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0143_SP_SET: CULVERT HEADWALL
 PS0143_STAMPING: C 79 1934
 PS0143_MARK LOGO: CGS
 PS0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0143+STABILITY: SURFACE MOTION
 PS0143
 PS0143  HISTORY     - Date     Condition        Report By
 PS0143  HISTORY     - 1934     MONUMENTED       CGS
 PS0143
 PS0143                          STATION DESCRIPTION
 PS0143
 PS0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0143'6.3 MI N FROM GANN VALLEY.
 PS0143'6.3 MILES NORTH OF POST OFFICE AT GANN VALLEY.  ALONG STATE
 PS0143'HIGHWAY 45 AT 4 FOOT BY 6 FOOT RCB CULVERT 300 FEET NORTH OF
 PS0143'SECTION CORNER.  SET IN THE CENTER OF THE WEST HEADWALL, 3.5
 PS0143'FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0144 ***********************************************************************
 PS0144  DESIGNATION -  C 79 RESET
 PS0144  PID         -  PS0144
 PS0144  STATE/COUNTY-  SD/BUFFALO
 PS0144  COUNTRY     -  US
 PS0144  USGS QUAD   -  GANNVALLEY (2017)
 PS0144
 PS0144                         *CURRENT SURVEY CONTROL
 PS0144  ______________________________________________________________________
 PS0144* NAD 83(1986) POSITION- 44 07 24.     (N) 098 59 10.     (W)   SCALED
 PS0144* NAVD 88 ORTHO HEIGHT -   502.10  (+/-2cm)     1647.3   (feet) VERTCON3
 PS0144  ______________________________________________________________________
 PS0144  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 PS0144  VERT ORDER      -  THIRD (See Below)
 PS0144
 PS0144.The horizontal coordinates were scaled from a map and have
 PS0144.an estimated accuracy of +/- 6 seconds.
 PS0144
 PS0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0144
 PS0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0144.GEOID18 height accuracy estimate available here.
 PS0144
 PS0144.The vertical order pertains to the NGVD 29 superseded value.
 PS0144
 PS0144.Click photographs - Photos may exist for this station.
 PS0144
 PS0144;                    North         East    Units  Estimated Accuracy
 PS0144;SPC SD S     -   199,730.      707,820.      MT  (+/- 180 meters Scaled)
 PS0144
 PS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP011855(NAD 83)
 PS0144
 PS0144                          SUPERSEDED SURVEY CONTROL
 PS0144
 PS0144  NGVD 29 (??/??/??)  501.74   (m)         1646.1    (f) RESET       3  
 PS0144
 PS0144.Superseded values are not recommended for survey control.
 PS0144
 PS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0144.See file dsdata.pdf to determine how the superseded data were derived.
 PS0144
 PS0144_MARKER: DB = BENCH MARK DISK
 PS0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0144_STAMPING: C 79 RESET 1958
 PS0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0144+STABILITY: SURFACE MOTION
 PS0144
 PS0144  HISTORY     - Date     Condition        Report By
 PS0144  HISTORY     - 1958     MONUMENTED       SDHD
 PS0144
 PS0144                          STATION DESCRIPTION
 PS0144
 PS0144'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1958
 PS0144'6.3 MI N FROM GANN VALLEY.
 PS0144'ABOUT 6.3 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST
 PS0144'OFFICE AT GANN VALLEY, BUFFALO COUNTY, ABOUT 300 FEET NORTH
 PS0144'OF A SECTION CORNER, ABOUT 60 FEET SOUTH OF A 72 INCH REINFORCED
 PS0144'CONCRETE CULVERT AND ABOUT 74 FEET EAST OF THE CENTERLINE OF THE
 PS0144'HIGHWAY.  A STANDARD DISK, STAMPED C 79 RESET 1958 AND SET IN
 PS0144'THE TOP OF A 6 X 6 FOOT CONCRETE POST PROJECTING 6 INCHES ABOVE
 PS0144'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0419 ***********************************************************************
 OR0419  DESIGNATION -  C 8
 OR0419  PID         -  OR0419
 OR0419  STATE/COUNTY-  SD/LYMAN
 OR0419  COUNTRY     -  US
 OR0419  USGS QUAD   -  OACOMA (2017)
 OR0419
 OR0419                         *CURRENT SURVEY CONTROL
 OR0419  ______________________________________________________________________
 OR0419* NAD 83(1986) POSITION- 43 49 57.     (N) 099 26 45.     (W)   SCALED
 OR0419* NAVD 88 ORTHO HEIGHT -   442.855 (meters)     1452.93  (feet) ADJUSTED
 OR0419  ______________________________________________________________________
 OR0419  GEOID HEIGHT    -        -25.482 (meters)                     GEOID18
 OR0419  DYNAMIC HEIGHT  -        442.740 (meters)     1452.56  (feet) COMP
 OR0419  MODELED GRAVITY -    980,345.3   (mgal)                       NAVD 88
 OR0419
 OR0419  VERT ORDER      -  FIRST     CLASS II
 OR0419
 OR0419.The horizontal coordinates were scaled from a map and have
 OR0419.an estimated accuracy of +/- 6 seconds.
 OR0419
 OR0419.The orthometric height was determined by differential leveling and
 OR0419.adjusted by the NATIONAL GEODETIC SURVEY
 OR0419.in June 1991.
 OR0419
 OR0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0419.GEOID18 height accuracy estimate available here.
 OR0419
 OR0419.Click photographs - Photos may exist for this station.
 OR0419
 OR0419.The dynamic height is computed by dividing the NAVD 88
 OR0419.geopotential number by the normal gravity value computed on the
 OR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0419.degrees latitude (g = 980.6199 gals.).
 OR0419
 OR0419.The modeled gravity was interpolated from observed gravity values.
 OR0419
 OR0419;                    North         East    Units  Estimated Accuracy
 OR0419;SPC SD S     -   166,930.      671,380.      MT  (+/- 180 meters Scaled)
 OR0419
 OR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP641533(NAD 83)
 OR0419
 OR0419                          SUPERSEDED SURVEY CONTROL
 OR0419
 OR0419  NGVD 29 (??/??/92)  442.518  (m)         1451.83   (f) ADJ UNCH    1 2
 OR0419
 OR0419.Superseded values are not recommended for survey control.
 OR0419
 OR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0419.See file dsdata.pdf to determine how the superseded data were derived.
 OR0419
 OR0419_MARKER: DB = BENCH MARK DISK
 OR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0419_STAMPING: C 8 1925
 OR0419_MARK LOGO: CGS
 OR0419_PROJECTION: RECESSED 8 CENTIMETERS
 OR0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0419+STABILITY: SURFACE MOTION
 OR0419
 OR0419  HISTORY     - Date     Condition        Report By
 OR0419  HISTORY     - 1925     MONUMENTED       CGS
 OR0419  HISTORY     - 1946     GOOD             CGS
 OR0419
 OR0419                          STATION DESCRIPTION
 OR0419
 OR0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0419'3.6 MI NW FROM OACOMA.
 OR0419'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0419'AND PACIFIC RAILROAD FROM OACOMA, LYMAN COUNTY, ABOUT 4 POLES
 OR0419'SOUTHEAST OF MILEPOST 449, AT A PRIVATE-ROAD CROSSING, 56.1 FEET
 OR0419'SOUTH OF THE CENTER OF THE CROSSING, 40 FEET SOUTHEAST OF THE
 OR0419'CENTER LINE OF THE ROAD, 40.7 FEET SOUTHWEST OF THE CENTER
 OR0419'LINE OF THE TRACK, IN LINE WITH A ROW OF POLES, 1 FOOT SOUTHWEST
 OR0419'OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 INCHES UNDER GROUND.
 OR0419'A STANDARD DISK, STAMPED C 8 1925 AND SET IN THE TOP OF A
 OR0419'CONCRETE POST.
 OR0419
 OR0419                          STATION RECOVERY (1946)
 OR0419
 OR0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OR0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0793 ***********************************************************************
 PT0793  DESIGNATION -  C 8 K
 PT0793  PID         -  PT0793
 PT0793  STATE/COUNTY-  SD/HAAKON
 PT0793  COUNTRY     -  US
 PT0793  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0793
 PT0793                         *CURRENT SURVEY CONTROL
 PT0793  ______________________________________________________________________
 PT0793* NAD 83(1986) POSITION- 44 06 52.     (N) 101 52 43.     (W)   SCALED
 PT0793* NAVD 88 ORTHO HEIGHT -   740.730 (meters)     2430.21  (feet) ADJUSTED
 PT0793  ______________________________________________________________________
 PT0793  GEOID HEIGHT    -        -20.304 (meters)                     GEOID18
 PT0793  DYNAMIC HEIGHT  -        740.515 (meters)     2429.51  (feet) COMP
 PT0793  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 PT0793
 PT0793  VERT ORDER      -  SECOND    CLASS 0
 PT0793
 PT0793.The horizontal coordinates were scaled from a map and have
 PT0793.an estimated accuracy of +/- 6 seconds.
 PT0793
 PT0793.The orthometric height was determined by differential leveling and
 PT0793.adjusted by the NATIONAL GEODETIC SURVEY
 PT0793.in June 1991.
 PT0793
 PT0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0793.GEOID18 height accuracy estimate available here.
 PT0793
 PT0793.Click photographs - Photos may exist for this station.
 PT0793
 PT0793.The dynamic height is computed by dividing the NAVD 88
 PT0793.geopotential number by the normal gravity value computed on the
 PT0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0793.degrees latitude (g = 980.6199 gals.).
 PT0793
 PT0793.The modeled gravity was interpolated from observed gravity values.
 PT0793
 PT0793;                    North         East    Units  Estimated Accuracy
 PT0793;SPC SD S     -   199,020.      476,310.      MT  (+/- 180 meters Scaled)
 PT0793
 PT0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP696886(NAD 83)
 PT0793
 PT0793                          SUPERSEDED SURVEY CONTROL
 PT0793
 PT0793  NGVD 29 (??/??/92)  740.27   (m)         2428.7    (f) COMPUTED    2 0
 PT0793
 PT0793.Superseded values are not recommended for survey control.
 PT0793
 PT0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0793.See file dsdata.pdf to determine how the superseded data were derived.
 PT0793
 PT0793_MARKER: DS = TRIANGULATION STATION DISK
 PT0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0793_STAMPING: C 8 K 1961
 PT0793_MARK LOGO: CGS
 PT0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0793+STABILITY: SURFACE MOTION
 PT0793
 PT0793  HISTORY     - Date     Condition        Report By
 PT0793  HISTORY     - 1961     MONUMENTED       CGS
 PT0793  HISTORY     - 1962     GOOD             CGS
 PT0793
 PT0793                          STATION DESCRIPTION
 PT0793
 PT0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0793'15.4 MI S FROM HILLAND.
 PT0793'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0793'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0793'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0793'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST ALONG
 PT0793'A GRAVELED ROAD, THENCE 0.3 MILE NORTH ALONG A TRAIL ROAD WHICH
 PT0793'IS ON THE EAST SIDE OF A FENCE, THENCE 0.45 MILE EAST ACROSS
 PT0793'COUNTRY TO A SMALL POND, THENCE 0.1 MILE SOUTHEAST TO THE WEST
 PT0793'RIM OF A LOW RANGE OF HILLS, 0.15 MILE WEST OF A NORTH-SOUTH
 PT0793'FENCE, 129.5 FEET SOUTH OF C 8 K R.M. 1, 56.4 FEET NORTHWEST
 PT0793'OF C 8 K R.M. 2, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0793'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0791 ***********************************************************************
 PT0791  DESIGNATION -  C 8 K RM 1
 PT0791  PID         -  PT0791
 PT0791  STATE/COUNTY-  SD/HAAKON
 PT0791  COUNTRY     -  US
 PT0791  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0791
 PT0791                         *CURRENT SURVEY CONTROL
 PT0791  ______________________________________________________________________
 PT0791* NAD 83(1986) POSITION- 44 06 52.     (N) 101 52 43.     (W)   SCALED
 PT0791* NAVD 88 ORTHO HEIGHT -   740.175 (meters)     2428.39  (feet) ADJUSTED
 PT0791  ______________________________________________________________________
 PT0791  GEOID HEIGHT    -        -20.304 (meters)                     GEOID18
 PT0791  DYNAMIC HEIGHT  -        739.960 (meters)     2427.69  (feet) COMP
 PT0791  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 PT0791
 PT0791  VERT ORDER      -  SECOND    CLASS 0
 PT0791
 PT0791.The horizontal coordinates were scaled from a map and have
 PT0791.an estimated accuracy of +/- 6 seconds.
 PT0791
 PT0791.The orthometric height was determined by differential leveling and
 PT0791.adjusted by the NATIONAL GEODETIC SURVEY
 PT0791.in June 1991.
 PT0791
 PT0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0791.GEOID18 height accuracy estimate available here.
 PT0791
 PT0791.Click photographs - Photos may exist for this station.
 PT0791
 PT0791.The dynamic height is computed by dividing the NAVD 88
 PT0791.geopotential number by the normal gravity value computed on the
 PT0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0791.degrees latitude (g = 980.6199 gals.).
 PT0791
 PT0791.The modeled gravity was interpolated from observed gravity values.
 PT0791
 PT0791;                    North         East    Units  Estimated Accuracy
 PT0791;SPC SD S     -   199,020.      476,310.      MT  (+/- 180 meters Scaled)
 PT0791
 PT0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP696886(NAD 83)
 PT0791
 PT0791                          SUPERSEDED SURVEY CONTROL
 PT0791
 PT0791  NGVD 29 (??/??/92)  739.72   (m)         2426.9    (f) COMPUTED    2 0
 PT0791
 PT0791.Superseded values are not recommended for survey control.
 PT0791
 PT0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0791.See file dsdata.pdf to determine how the superseded data were derived.
 PT0791
 PT0791_MARKER: DR = REFERENCE MARK DISK
 PT0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0791_STAMPING: C 8 K NO 1 1961
 PT0791_MARK LOGO: CGS
 PT0791_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0791+STABILITY: SURFACE MOTION
 PT0791
 PT0791  HISTORY     - Date     Condition        Report By
 PT0791  HISTORY     - 1961     MONUMENTED       CGS
 PT0791  HISTORY     - 1962     GOOD             CGS
 PT0791
 PT0791                          STATION DESCRIPTION
 PT0791
 PT0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0791'15.4 MI S FROM HILLAND.
 PT0791'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0791'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0791'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0791'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST
 PT0791'ALONG A GRAVELED ROAD, THENCE 0.3 MILE NORTH ALONG A TRAIL ROAD
 PT0791'WHICH IS ON THE EAST SIDE OF A NORTH-SOUTH FENCE, THENCE 0.45
 PT0791'MILE EAST ACROSS COUNTRY TO A SMALL POND, THENCE 0.1 MILE SOUTHEAST
 PT0791'TO THE WEST RIM OF A LOW RANGE OF HILLS, 0.15 MILE WEST OF A
 PT0791'NORTH-SOUTH FENCE, 129.5 FEET NORTH OF C 8 K 1961, AND SET IN THE
 PT0791'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0792 ***********************************************************************
 PT0792  DESIGNATION -  C 8 K RM 2
 PT0792  PID         -  PT0792
 PT0792  STATE/COUNTY-  SD/HAAKON
 PT0792  COUNTRY     -  US
 PT0792  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0792
 PT0792                         *CURRENT SURVEY CONTROL
 PT0792  ______________________________________________________________________
 PT0792* NAD 83(1986) POSITION- 44 06 53.     (N) 101 52 43.     (W)   SCALED
 PT0792* NAVD 88 ORTHO HEIGHT -   740.076 (meters)     2428.07  (feet) ADJUSTED
 PT0792  ______________________________________________________________________
 PT0792  GEOID HEIGHT    -        -20.304 (meters)                     GEOID18
 PT0792  DYNAMIC HEIGHT  -        739.862 (meters)     2427.36  (feet) COMP
 PT0792  MODELED GRAVITY -    980,304.5   (mgal)                       NAVD 88
 PT0792
 PT0792  VERT ORDER      -  SECOND    CLASS 0
 PT0792
 PT0792.The horizontal coordinates were scaled from a map and have
 PT0792.an estimated accuracy of +/- 6 seconds.
 PT0792
 PT0792.The orthometric height was determined by differential leveling and
 PT0792.adjusted by the NATIONAL GEODETIC SURVEY
 PT0792.in June 1991.
 PT0792
 PT0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0792.GEOID18 height accuracy estimate available here.
 PT0792
 PT0792.Click photographs - Photos may exist for this station.
 PT0792
 PT0792.The dynamic height is computed by dividing the NAVD 88
 PT0792.geopotential number by the normal gravity value computed on the
 PT0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0792.degrees latitude (g = 980.6199 gals.).
 PT0792
 PT0792.The modeled gravity was interpolated from observed gravity values.
 PT0792
 PT0792;                    North         East    Units  Estimated Accuracy
 PT0792;SPC SD S     -   199,050.      476,310.      MT  (+/- 180 meters Scaled)
 PT0792
 PT0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP696886(NAD 83)
 PT0792
 PT0792                          SUPERSEDED SURVEY CONTROL
 PT0792
 PT0792  NGVD 29 (??/??/92)  739.62   (m)         2426.6    (f) COMPUTED    2 0
 PT0792
 PT0792.Superseded values are not recommended for survey control.
 PT0792
 PT0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0792.See file dsdata.pdf to determine how the superseded data were derived.
 PT0792
 PT0792_MARKER: DR = REFERENCE MARK DISK
 PT0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0792_STAMPING: C 8 K NO 2 1961
 PT0792_MARK LOGO: CGS
 PT0792_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0792+STABILITY: SURFACE MOTION
 PT0792
 PT0792  HISTORY     - Date     Condition        Report By
 PT0792  HISTORY     - 1961     MONUMENTED       CGS
 PT0792  HISTORY     - 1962     GOOD             CGS
 PT0792
 PT0792                          STATION DESCRIPTION
 PT0792
 PT0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0792'15.4 MI S FROM HILLAND.
 PT0792'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0792'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0792'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0792'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST
 PT0792'ALONG A GRAVELED ROAD, THENCE 0.3 MILE NORTH ALONG A TRAIL ROAD
 PT0792'WHICH IS ON THE EAST SIDE OF A FENCE, THENCE 0.45 MILE EAST
 PT0792'ACROSS COUNTRY TO A SMALL POND, THENCE 0.1 MILE SOUTHEAST TO THE
 PT0792'WEST RIM OF A LOW RANGE OF HILLS, 0.15 MILE WEST OF A NORTH-SOUTH
 PT0792'FENCE, 56.4 FEET SOUTHEAST OF C 8 K 1961, AND SET IN THE TOP OF
 PT0792'A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0789 ***********************************************************************
 PT0789  DESIGNATION -  C 8 L
 PT0789  PID         -  PT0789
 PT0789  STATE/COUNTY-  SD/HAAKON
 PT0789  COUNTRY     -  US
 PT0789  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0789
 PT0789                         *CURRENT SURVEY CONTROL
 PT0789  ______________________________________________________________________
 PT0789* NAD 83(1986) POSITION- 44 06 54.     (N) 101 53 13.     (W)   SCALED
 PT0789* NAVD 88 ORTHO HEIGHT -   736.672 (meters)     2416.90  (feet) ADJUSTED
 PT0789  ______________________________________________________________________
 PT0789  GEOID HEIGHT    -        -20.274 (meters)                     GEOID18
 PT0789  DYNAMIC HEIGHT  -        736.459 (meters)     2416.20  (feet) COMP
 PT0789  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PT0789
 PT0789  VERT ORDER      -  SECOND    CLASS 0
 PT0789
 PT0789.The horizontal coordinates were scaled from a map and have
 PT0789.an estimated accuracy of +/- 6 seconds.
 PT0789
 PT0789.The orthometric height was determined by differential leveling and
 PT0789.adjusted by the NATIONAL GEODETIC SURVEY
 PT0789.in June 1991.
 PT0789
 PT0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0789.GEOID18 height accuracy estimate available here.
 PT0789
 PT0789.Click photographs - Photos may exist for this station.
 PT0789
 PT0789.The dynamic height is computed by dividing the NAVD 88
 PT0789.geopotential number by the normal gravity value computed on the
 PT0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0789.degrees latitude (g = 980.6199 gals.).
 PT0789
 PT0789.The modeled gravity was interpolated from observed gravity values.
 PT0789
 PT0789;                    North         East    Units  Estimated Accuracy
 PT0789;SPC SD S     -   199,100.      475,650.      MT  (+/- 180 meters Scaled)
 PT0789
 PT0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP689886(NAD 83)
 PT0789
 PT0789                          SUPERSEDED SURVEY CONTROL
 PT0789
 PT0789  NGVD 29 (??/??/92)  736.22   (m)         2415.4    (f) COMPUTED    2 0
 PT0789
 PT0789.Superseded values are not recommended for survey control.
 PT0789
 PT0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0789.See file dsdata.pdf to determine how the superseded data were derived.
 PT0789
 PT0789_MARKER: DS = TRIANGULATION STATION DISK
 PT0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0789_STAMPING: C 8 L 1961
 PT0789_MARK LOGO: CGS
 PT0789_PROJECTION: FLUSH
 PT0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0789+STABILITY: SURFACE MOTION
 PT0789
 PT0789  HISTORY     - Date     Condition        Report By
 PT0789  HISTORY     - 1961     MONUMENTED       CGS
 PT0789  HISTORY     - 1962     GOOD             CGS
 PT0789
 PT0789                          STATION DESCRIPTION
 PT0789
 PT0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0789'14.8 MI S FROM HILLAND.
 PT0789'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0789'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0789'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0789'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST
 PT0789'ALONG A GRAVELED ROAD TO A GATE, THENCE 0.3 MILE NORTH ALONG A
 PT0789'TRAIL ROAD ON THE EAST SIDE OF A FENCE, 42.3 FEET WEST OF C 8 L
 PT0789'R.M. 1, 58.8 FEET NORTH OF C 8 L R.M. 2, 4.6 FEET EAST-NORTHEAST
 PT0789'OF A METAL WITNESS POST, 4.8 FEET EAST OF A FENCE, AND SET
 PT0789'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0790 ***********************************************************************
 PT0790  DESIGNATION -  C 8 L RM 1
 PT0790  PID         -  PT0790
 PT0790  STATE/COUNTY-  SD/HAAKON
 PT0790  COUNTRY     -  US
 PT0790  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0790
 PT0790                         *CURRENT SURVEY CONTROL
 PT0790  ______________________________________________________________________
 PT0790* NAD 83(1986) POSITION- 44 06 54.     (N) 101 53 12.     (W)   SCALED
 PT0790* NAVD 88 ORTHO HEIGHT -   736.076 (meters)     2414.94  (feet) ADJUSTED
 PT0790  ______________________________________________________________________
 PT0790  GEOID HEIGHT    -        -20.275 (meters)                     GEOID18
 PT0790  DYNAMIC HEIGHT  -        735.863 (meters)     2414.24  (feet) COMP
 PT0790  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PT0790
 PT0790  VERT ORDER      -  SECOND    CLASS 0
 PT0790
 PT0790.The horizontal coordinates were scaled from a map and have
 PT0790.an estimated accuracy of +/- 6 seconds.
 PT0790
 PT0790.The orthometric height was determined by differential leveling and
 PT0790.adjusted by the NATIONAL GEODETIC SURVEY
 PT0790.in June 1991.
 PT0790
 PT0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0790.GEOID18 height accuracy estimate available here.
 PT0790
 PT0790.Click photographs - Photos may exist for this station.
 PT0790
 PT0790.The dynamic height is computed by dividing the NAVD 88
 PT0790.geopotential number by the normal gravity value computed on the
 PT0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0790.degrees latitude (g = 980.6199 gals.).
 PT0790
 PT0790.The modeled gravity was interpolated from observed gravity values.
 PT0790
 PT0790;                    North         East    Units  Estimated Accuracy
 PT0790;SPC SD S     -   199,100.      475,670.      MT  (+/- 180 meters Scaled)
 PT0790
 PT0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP690886(NAD 83)
 PT0790
 PT0790                          SUPERSEDED SURVEY CONTROL
 PT0790
 PT0790  NGVD 29 (??/??/92)  735.62   (m)         2413.4    (f) COMPUTED    2 0
 PT0790
 PT0790.Superseded values are not recommended for survey control.
 PT0790
 PT0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0790.See file dsdata.pdf to determine how the superseded data were derived.
 PT0790
 PT0790_MARKER: DR = REFERENCE MARK DISK
 PT0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0790_STAMPING: C 8 L NO 1 1961
 PT0790_MARK LOGO: CGS
 PT0790_PROJECTION: FLUSH
 PT0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0790+STABILITY: SURFACE MOTION
 PT0790
 PT0790  HISTORY     - Date     Condition        Report By
 PT0790  HISTORY     - 1961     MONUMENTED       CGS
 PT0790  HISTORY     - 1962     GOOD             CGS
 PT0790
 PT0790                          STATION DESCRIPTION
 PT0790
 PT0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0790'14.8 MI S FROM HILLAND.
 PT0790'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0790'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0790'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0790'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST
 PT0790'ALONG A GRAVELED ROAD, THENCE 0.3 MILE NORTH ALONG A TRAIL ROAD
 PT0790'ON THE EAST SIDE OF A FENCE, 42.3 FEET EAST OF C 8 L 1961, 47
 PT0790'FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PT0790'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0788 ***********************************************************************
 PT0788  DESIGNATION -  C 8 L RM 2
 PT0788  PID         -  PT0788
 PT0788  STATE/COUNTY-  SD/HAAKON
 PT0788  COUNTRY     -  US
 PT0788  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0788
 PT0788                         *CURRENT SURVEY CONTROL
 PT0788  ______________________________________________________________________
 PT0788* NAD 83(1986) POSITION- 44 06 54.     (N) 101 53 13.     (W)   SCALED
 PT0788* NAVD 88 ORTHO HEIGHT -   736.741 (meters)     2417.12  (feet) ADJUSTED
 PT0788  ______________________________________________________________________
 PT0788  GEOID HEIGHT    -        -20.274 (meters)                     GEOID18
 PT0788  DYNAMIC HEIGHT  -        736.527 (meters)     2416.42  (feet) COMP
 PT0788  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PT0788
 PT0788  VERT ORDER      -  SECOND    CLASS 0
 PT0788
 PT0788.The horizontal coordinates were scaled from a map and have
 PT0788.an estimated accuracy of +/- 6 seconds.
 PT0788
 PT0788.The orthometric height was determined by differential leveling and
 PT0788.adjusted by the NATIONAL GEODETIC SURVEY
 PT0788.in June 1991.
 PT0788
 PT0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0788.GEOID18 height accuracy estimate available here.
 PT0788
 PT0788.Click photographs - Photos may exist for this station.
 PT0788
 PT0788.The dynamic height is computed by dividing the NAVD 88
 PT0788.geopotential number by the normal gravity value computed on the
 PT0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0788.degrees latitude (g = 980.6199 gals.).
 PT0788
 PT0788.The modeled gravity was interpolated from observed gravity values.
 PT0788
 PT0788;                    North         East    Units  Estimated Accuracy
 PT0788;SPC SD S     -   199,100.      475,650.      MT  (+/- 180 meters Scaled)
 PT0788
 PT0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP689886(NAD 83)
 PT0788
 PT0788                          SUPERSEDED SURVEY CONTROL
 PT0788
 PT0788  NGVD 29 (??/??/92)  736.28   (m)         2415.6    (f) COMPUTED    2 0
 PT0788
 PT0788.Superseded values are not recommended for survey control.
 PT0788
 PT0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0788.See file dsdata.pdf to determine how the superseded data were derived.
 PT0788
 PT0788_MARKER: DR = REFERENCE MARK DISK
 PT0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0788_STAMPING: C 8 L NO 2 1961
 PT0788_MARK LOGO: CGS
 PT0788_PROJECTION: FLUSH
 PT0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0788+STABILITY: SURFACE MOTION
 PT0788
 PT0788  HISTORY     - Date     Condition        Report By
 PT0788  HISTORY     - 1961     MONUMENTED       CGS
 PT0788  HISTORY     - 1962     GOOD             CGS
 PT0788
 PT0788                          STATION DESCRIPTION
 PT0788
 PT0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0788'14.8 MI S FROM HILLAND.
 PT0788'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0788'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0788'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0788'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST
 PT0788'ALONG A GRAVELED ROAD TO A GATE, THENCE 0.3 MILE NORTH ALONG A
 PT0788'TRAIL ROAD ON THE EAST SIDE OF A FENCE, 58.8 FEET SOUTH OF C 8
 PT0788'L 1961, 57 FEET SOUTH OF A METAL WITNESS POST, 1.0 FOOT EAST OF
 PT0788'A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0788'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0268 ***********************************************************************
 PS0268  DESIGNATION -  C 80 RESET
 PS0268  PID         -  PS0268
 PS0268  STATE/COUNTY-  SD/HAND
 PS0268  COUNTRY     -  US
 PS0268  USGS QUAD   -  MILLER NW (2017)
 PS0268
 PS0268                         *CURRENT SURVEY CONTROL
 PS0268  ______________________________________________________________________
 PS0268* NAD 83(1986) POSITION- 44 40 39.16   (N) 098 59 18.31   (W)   HD_HELD1
 PS0268* NAVD 88 ORTHO HEIGHT -   453.879 (meters)     1489.10  (feet) ADJUSTED
 PS0268  ______________________________________________________________________
 PS0268  GEOID HEIGHT    -        -24.312 (meters)                     GEOID18
 PS0268  DYNAMIC HEIGHT  -        453.803 (meters)     1488.85  (feet) COMP
 PS0268  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 PS0268
 PS0268  VERT ORDER      -  FIRST     CLASS II
 PS0268
 PS0268.The horizontal coordinates were determined by differentially corrected
 PS0268.hand held GPS observations or other comparable positioning techniques
 PS0268.and have an estimated accuracy of +/- 3 meters.
 PS0268
 PS0268.The orthometric height was determined by differential leveling and
 PS0268.adjusted by the NATIONAL GEODETIC SURVEY
 PS0268.in July 1998.
 PS0268
 PS0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0268.GEOID18 height accuracy estimate available here.
 PS0268
 PS0268.Click photographs - Photos may exist for this station.
 PS0268
 PS0268.The dynamic height is computed by dividing the NAVD 88
 PS0268.geopotential number by the normal gravity value computed on the
 PS0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0268.degrees latitude (g = 980.6199 gals.).
 PS0268
 PS0268.The modeled gravity was interpolated from observed gravity values.
 PS0268
 PS0268;                    North         East    Units  Estimated Accuracy
 PS0268;SPC SD N     -    94,311.6     680,200.8     MT  (+/- 3 meters HH1 GPS) 
 PS0268
 PS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0091747130(NAD 83)
 PS0268
 PS0268                          SUPERSEDED SURVEY CONTROL
 PS0268
 PS0268  NGVD 29 (??/??/??)  453.55   (m)         1488.0    (f) RESET       3  
 PS0268
 PS0268.Superseded values are not recommended for survey control.
 PS0268
 PS0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0268.See file dsdata.pdf to determine how the superseded data were derived.
 PS0268
 PS0268_MARKER: DB = BENCH MARK DISK
 PS0268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0268_SP_SET: BOX CULVERT HEADWALL
 PS0268_STAMPING: C 80 RESET 1941
 PS0268_MARK LOGO: CGS
 PS0268_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0268+STABILITY: SURFACE MOTION
 PS0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0268+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0268
 PS0268  HISTORY     - Date     Condition        Report By
 PS0268  HISTORY     - 1941     MONUMENTED       SDHD
 PS0268  HISTORY     - 19960710 GOOD             NGS
 PS0268
 PS0268                          STATION DESCRIPTION
 PS0268
 PS0268'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0268'11 MI N FROM MILLER.
 PS0268'11.0 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0268'AT MILLER, HAND COUNTY, AT HIGHWAY STATION 800+79, AT A TWIN
 PS0268'12- BY 12-FOOT REINFORCED-CONCRETE BOX CULVERT, IN THE CENTER
 PS0268'OF THE TOP OF THE EAST HEAD WALL, AND 42 FEET EAST OF THE CENTER
 PS0268'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 80 RESET 1941.
 PS0268
 PS0268                          STATION RECOVERY (1996)
 PS0268
 PS0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0268'17.7 KM (11.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0268'OFFICE IN MILLER, IN TOP OF AND 5.5 M (18.0 FT) SOUTH OF THE NORTH END
 PS0268'OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 732.0 M
 PS0268'(2401.6 FT) SOUTH OF MILEPOST 123, 8.5 M (27.9 FT) EAST OF THE HIGHWAY
 PS0268'CENTERLINE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1142 ***********************************************************************
 OR1142  DESIGNATION -  C 80+50
 OR1142  PID         -  OR1142
 OR1142  STATE/COUNTY-  SD/CHARLES MIX
 OR1142  COUNTRY     -  US
 OR1142  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1142
 OR1142                         *CURRENT SURVEY CONTROL
 OR1142  ______________________________________________________________________
 OR1142* NAD 83(1986) POSITION- 43 03 38.     (N) 098 33 35.     (W)   SCALED
 OR1142* NAVD 88 ORTHO HEIGHT -   425.223 (meters)     1395.09  (feet) ADJUSTED
 OR1142  ______________________________________________________________________
 OR1142  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 OR1142  DYNAMIC HEIGHT  -        425.080 (meters)     1394.62  (feet) COMP
 OR1142  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 OR1142
 OR1142  VERT ORDER      -  FIRST     CLASS II
 OR1142
 OR1142.The horizontal coordinates were scaled from a map and have
 OR1142.an estimated accuracy of +/- 6 seconds.
 OR1142
 OR1142.The orthometric height was determined by differential leveling and
 OR1142.adjusted by the NATIONAL GEODETIC SURVEY
 OR1142.in June 1994.
 OR1142
 OR1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1142.GEOID18 height accuracy estimate available here.
 OR1142
 OR1142.Click photographs - Photos may exist for this station.
 OR1142
 OR1142.The dynamic height is computed by dividing the NAVD 88
 OR1142.geopotential number by the normal gravity value computed on the
 OR1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1142.degrees latitude (g = 980.6199 gals.).
 OR1142
 OR1142.The modeled gravity was interpolated from observed gravity values.
 OR1142
 OR1142;                    North         East    Units  Estimated Accuracy
 OR1142;SPC SD S     -    82,330.      744,460.      MT  (+/- 180 meters Scaled)
 OR1142
 OR1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN358676(NAD 83)
 OR1142
 OR1142                          SUPERSEDED SURVEY CONTROL
 OR1142
 OR1142.No superseded survey control is available for this station.
 OR1142
 OR1142_MARKER: P = PIPE CAP
 OR1142_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OR1142_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1142_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1142+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1142_ROD/PIPE-DEPTH: 3.7 meters
 OR1142
 OR1142  HISTORY     - Date     Condition        Report By
 OR1142  HISTORY     - UNK      MONUMENTED       USACE
 OR1142  HISTORY     - 19930929 GOOD             NGS
 OR1142  HISTORY     - 20121212 GOOD             INDIV
 OR1142
 OR1142                          STATION DESCRIPTION
 OR1142
 OR1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1142'2.9 KM (1.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1142'STATE HIGHWAY 46 IN PICKSTOWN, 18.1 M (59.4 FT) SOUTHWEST OF UTILITY
 OR1142'LIGHT POLE NUMBER 35 AT THE GREGORY COUNTY LINE, 8.5 M (27.9 FT)
 OR1142'SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT)
 OR1142'EAST OF A WITNESS POST, 0.5 M (1.6 FT) EAST OF A STEEL POST WITH TAG
 OR1142'NUMBER C-80+50 ATTACHED, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 OR1142'HIGHWAY.  NOTE--THE POINT LEVELED IS THE TOP OF AN UNSTAMPED METAL
 OR1142'PIPE CAP THAT IS ATTACHED TO A 2-1/2 IN GALVANIZED STEEL PIPE ENCASED
 OR1142'IN A 9-INCH METAL PIPE.  ACCESS TO THE PIPE CAP IS THROUGH A LOCKED
 OR1142'METAL COVER.
 OR1142
 OR1142                          STATION RECOVERY (2012)
 OR1142
 OR1142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0200 ***********************************************************************
 PS0200  DESIGNATION -  C 81
 PS0200  PID         -  PS0200
 PS0200  STATE/COUNTY-  SD/JERAULD
 PS0200  COUNTRY     -  US
 PS0200  USGS QUAD   -  WESSINGTON SPRINGS SW (2017)
 PS0200
 PS0200                         *CURRENT SURVEY CONTROL
 PS0200  ______________________________________________________________________
 PS0200* NAD 83(1986) POSITION- 44 04 50.     (N) 098 42 25.     (W)   SCALED
 PS0200* NAVD 88 ORTHO HEIGHT -   535.869 (meters)     1758.10  (feet) ADJUSTED
 PS0200  ______________________________________________________________________
 PS0200  GEOID HEIGHT    -        -25.231 (meters)                     GEOID18
 PS0200  DYNAMIC HEIGHT  -        535.738 (meters)     1757.67  (feet) COMP
 PS0200  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 PS0200
 PS0200  VERT ORDER      -  SECOND    CLASS 0
 PS0200
 PS0200.The horizontal coordinates were scaled from a map and have
 PS0200.an estimated accuracy of +/- 6 seconds.
 PS0200
 PS0200.The orthometric height was determined by differential leveling and
 PS0200.adjusted by the NATIONAL GEODETIC SURVEY
 PS0200.in June 1991.
 PS0200
 PS0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0200.GEOID18 height accuracy estimate available here.
 PS0200
 PS0200.Click photographs - Photos may exist for this station.
 PS0200
 PS0200.The dynamic height is computed by dividing the NAVD 88
 PS0200.geopotential number by the normal gravity value computed on the
 PS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0200.degrees latitude (g = 980.6199 gals.).
 PS0200
 PS0200.The modeled gravity was interpolated from observed gravity values.
 PS0200
 PS0200;                    North         East    Units  Estimated Accuracy
 PS0200;SPC SD S     -   195,380.      730,250.      MT  (+/- 180 meters Scaled)
 PS0200
 PS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP234808(NAD 83)
 PS0200
 PS0200                          SUPERSEDED SURVEY CONTROL
 PS0200
 PS0200  NGVD 29 (??/??/92)  535.511  (m)         1756.92   (f) ADJ UNCH    2 0
 PS0200
 PS0200.Superseded values are not recommended for survey control.
 PS0200
 PS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0200.See file dsdata.pdf to determine how the superseded data were derived.
 PS0200
 PS0200_MARKER: DB = BENCH MARK DISK
 PS0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0200_SP_SET: BRIDGE
 PS0200_STAMPING: C 81 1934
 PS0200_MARK LOGO: CGS
 PS0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0200
 PS0200  HISTORY     - Date     Condition        Report By
 PS0200  HISTORY     - 1934     MONUMENTED       CGS
 PS0200
 PS0200                          STATION DESCRIPTION
 PS0200
 PS0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0200'7.9 MI W FROM WESSINGTON SPRINGS.
 PS0200'7.9 MILES WEST OF DEPOT AT WESSINGTON SPRINGS.  ALONG STATE
 PS0200'HIGHWAY 34 AT 60 FOOT CONCRETE BRIDGE, 175 YARD EAST OF SECTION
 PS0200'CORNER, 200 YARDS WEST OF PRIVATE ENTRANCE.  SET IN WEST END
 PS0200'OF NORTH HUBGUARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0201 ***********************************************************************
 PS0201  DESIGNATION -  C 81 RESET
 PS0201  PID         -  PS0201
 PS0201  STATE/COUNTY-  SD/JERAULD
 PS0201  COUNTRY     -  US
 PS0201  USGS QUAD   -  WESSINGTON SPRINGS SW (2017)
 PS0201
 PS0201                         *CURRENT SURVEY CONTROL
 PS0201  ______________________________________________________________________
 PS0201* NAD 83(1986) POSITION- 44 04 50.     (N) 098 42 25.     (W)   SCALED
 PS0201* NAVD 88 ORTHO HEIGHT -   536.74  (+/-2cm)     1761.0   (feet) VERTCON3
 PS0201  ______________________________________________________________________
 PS0201  GEOID HEIGHT    -        -25.231 (meters)                     GEOID18
 PS0201  VERT ORDER      -  THIRD (See Below)
 PS0201
 PS0201.The horizontal coordinates were scaled from a map and have
 PS0201.an estimated accuracy of +/- 6 seconds.
 PS0201
 PS0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0201
 PS0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0201.GEOID18 height accuracy estimate available here.
 PS0201
 PS0201.The vertical order pertains to the NGVD 29 superseded value.
 PS0201
 PS0201.Click photographs - Photos may exist for this station.
 PS0201
 PS0201;                    North         East    Units  Estimated Accuracy
 PS0201;SPC SD S     -   195,380.      730,250.      MT  (+/- 180 meters Scaled)
 PS0201
 PS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP234808(NAD 83)
 PS0201
 PS0201                          SUPERSEDED SURVEY CONTROL
 PS0201
 PS0201  NGVD 29 (??/??/??)  536.38   (m)         1759.8    (f) RESET       3  
 PS0201
 PS0201.Superseded values are not recommended for survey control.
 PS0201
 PS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0201.See file dsdata.pdf to determine how the superseded data were derived.
 PS0201
 PS0201_MARKER: DB = BENCH MARK DISK
 PS0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0201_SP_SET: BRIDGE
 PS0201_STAMPING: C 81 RESET 1952
 PS0201_MARK LOGO: CGS
 PS0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0201
 PS0201  HISTORY     - Date     Condition        Report By
 PS0201  HISTORY     - 1952     MONUMENTED       SDHD
 PS0201
 PS0201                          STATION DESCRIPTION
 PS0201
 PS0201'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0201'6.9 MI W FROM WESSINGTON SPRINGS.
 PS0201'6.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE INTERSECTION OF
 PS0201'SOUTH DAKOTA AVENUE AT WESSINGTON SPRINGS, JERAULD COUNTY, AT
 PS0201'A 92-FOOT CONCRETE BRIDGE, IN THE TOP OF THE NORTH WHEEL GUARD,
 PS0201'AND 16 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 PS0201'STATION 735 + 92.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0131 ***********************************************************************
 PS0131  DESIGNATION -  C 82 RESET
 PS0131  PID         -  PS0131
 PS0131  STATE/COUNTY-  SD/SANBORN
 PS0131  COUNTRY     -  US
 PS0131  USGS QUAD   -  FORESTBURG (2017)
 PS0131
 PS0131                         *CURRENT SURVEY CONTROL
 PS0131  ______________________________________________________________________
 PS0131* NAD 83(1986) POSITION- 44 00 36.     (N) 098 03 04.     (W)   SCALED
 PS0131* NAVD 88 ORTHO HEIGHT -   391.98  (meters)     1286.0   (feet) RESET
 PS0131  ______________________________________________________________________
 PS0131  GEOID HEIGHT    -        -25.637 (meters)                     GEOID18
 PS0131  VERT ORDER      -  THIRD
 PS0131
 PS0131.The horizontal coordinates were scaled from a map and have
 PS0131.an estimated accuracy of +/- 6 seconds.
 PS0131
 PS0131.The orthometric height was computed from unverified reset data.
 PS0131
 PS0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0131.GEOID18 height accuracy estimate available here.
 PS0131
 PS0131.Click photographs - Photos may exist for this station.
 PS0131
 PS0131;                    North         East    Units  Estimated Accuracy
 PS0131;SPC SD S     -   188,780.      782,980.      MT  (+/- 180 meters Scaled)
 PS0131
 PS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP760734(NAD 83)
 PS0131
 PS0131                          SUPERSEDED SURVEY CONTROL
 PS0131
 PS0131.No superseded survey control is available for this station.
 PS0131
 PS0131_MARKER: DB = BENCH MARK DISK
 PS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0131_STAMPING: C 82 RESET 1940
 PS0131_MARK LOGO: CGS
 PS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0131+STABILITY: SURFACE MOTION
 PS0131
 PS0131  HISTORY     - Date     Condition        Report By
 PS0131  HISTORY     - 1940     MONUMENTED       CGS
 PS0131
 PS0131                          STATION DESCRIPTION
 PS0131
 PS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0131'3 MI SE FROM FORESTBURG.
 PS0131'3.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0131'PACIFIC RAILROAD FROM THE STATION AT FORESTBURG, SANBORN COUNTY,
 PS0131'6 POLES WEST OF MILEPOST 381, AT A ROAD CROSSING, 23 FEET SOUTH
 PS0131'OF THE CENTER LINE OF THE TRACK, AND WEST OF THE ROAD.  A
 PS0131'STANDARD DISK, STAMPED C 82 RESET 1940 AND SET IN THE TOP OF A
 PS0131'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0535 ***********************************************************************
 PR0535  DESIGNATION -  C 83
 PR0535  PID         -  PR0535
 PR0535  STATE/COUNTY-  SD/MINER
 PR0535  COUNTRY     -  US
 PR0535  USGS QUAD   -  CARTHAGE (2017)
 PR0535
 PR0535                         *CURRENT SURVEY CONTROL
 PR0535  ______________________________________________________________________
 PR0535* NAD 83(1986) POSITION- 44 10 18.     (N) 097 42 51.     (W)   SCALED
 PR0535* NAVD 88 ORTHO HEIGHT -   437.078 (meters)     1433.98  (feet) ADJUSTED
 PR0535  ______________________________________________________________________
 PR0535  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 PR0535  DYNAMIC HEIGHT  -        436.990 (meters)     1433.69  (feet) COMP
 PR0535  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 PR0535
 PR0535  VERT ORDER      -  SECOND    CLASS 0
 PR0535
 PR0535.The horizontal coordinates were scaled from a map and have
 PR0535.an estimated accuracy of +/- 6 seconds.
 PR0535
 PR0535.The orthometric height was determined by differential leveling and
 PR0535.adjusted by the NATIONAL GEODETIC SURVEY
 PR0535.in June 1991.
 PR0535
 PR0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0535.GEOID18 height accuracy estimate available here.
 PR0535
 PR0535.Click photographs - Photos may exist for this station.
 PR0535
 PR0535.The dynamic height is computed by dividing the NAVD 88
 PR0535.geopotential number by the normal gravity value computed on the
 PR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0535.degrees latitude (g = 980.6199 gals.).
 PR0535
 PR0535.The modeled gravity was interpolated from observed gravity values.
 PR0535
 PR0535;                    North         East    Units  Estimated Accuracy
 PR0535;SPC SD S     -   207,530.      809,420.      MT  (+/- 180 meters Scaled)
 PR0535
 PR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP027917(NAD 83)
 PR0535
 PR0535                          SUPERSEDED SURVEY CONTROL
 PR0535
 PR0535  NGVD 29 (??/??/92)  436.803  (m)         1433.08   (f) ADJ UNCH    2 0
 PR0535
 PR0535.Superseded values are not recommended for survey control.
 PR0535
 PR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0535.See file dsdata.pdf to determine how the superseded data were derived.
 PR0535
 PR0535_MARKER: DB = BENCH MARK DISK
 PR0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0535_SP_SET: TOWER FOUNDATION
 PR0535_STAMPING: C 83 1934
 PR0535_MARK LOGO: CGS
 PR0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0535
 PR0535  HISTORY     - Date     Condition        Report By
 PR0535  HISTORY     - 1934     MONUMENTED       CGS
 PR0535
 PR0535                          STATION DESCRIPTION
 PR0535
 PR0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0535'AT CARTHAGE.
 PR0535'AT CARTHAGE, MINER COUNTY, AT THE CITY WATER TOWER, AND IN THE
 PR0535'NORTH CORNER OF THE NORTHEAST LEG FOUNDATION.  A STANDARD DISK,
 PR0535'STAMPED C 83 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0045 ***********************************************************************
 PS0045  DESIGNATION -  C 84
 PS0045  PID         -  PS0045
 PS0045  STATE/COUNTY-  SD/BEADLE
 PS0045  COUNTRY     -  US
 PS0045  USGS QUAD   -  BLOOMFIELD (2017)
 PS0045
 PS0045                         *CURRENT SURVEY CONTROL
 PS0045  ______________________________________________________________________
 PS0045* NAD 83(1986) POSITION- 44 37 55.21   (N) 098 07 13.31   (W)   HD_HELD1
 PS0045* NAVD 88 ORTHO HEIGHT -   400.084 (meters)     1312.61  (feet) ADJUSTED
 PS0045  ______________________________________________________________________
 PS0045  GEOID HEIGHT    -        -24.537 (meters)                     GEOID18
 PS0045  DYNAMIC HEIGHT  -        400.031 (meters)     1312.44  (feet) COMP
 PS0045  MODELED GRAVITY -    980,472.9   (mgal)                       NAVD 88
 PS0045
 PS0045  VERT ORDER      -  SECOND    CLASS 0
 PS0045
 PS0045.The horizontal coordinates were determined by differentially corrected
 PS0045.hand held GPS observations or other comparable positioning techniques
 PS0045.and have an estimated accuracy of +/- 3 meters.
 PS0045
 PS0045.The orthometric height was determined by differential leveling and
 PS0045.adjusted by the NATIONAL GEODETIC SURVEY
 PS0045.in June 1991.
 PS0045
 PS0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0045.GEOID18 height accuracy estimate available here.
 PS0045
 PS0045.Click photographs - Photos may exist for this station.
 PS0045
 PS0045.The dynamic height is computed by dividing the NAVD 88
 PS0045.geopotential number by the normal gravity value computed on the
 PS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0045.degrees latitude (g = 980.6199 gals.).
 PS0045
 PS0045.The modeled gravity was interpolated from observed gravity values.
 PS0045
 PS0045;                    North         East    Units  Estimated Accuracy
 PS0045;SPC SD N     -    90,481.2     749,130.4     MT  (+/- 3 meters HH1 GPS) 
 PS0045
 PS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6977142448(NAD 83)
 PS0045
 PS0045                          SUPERSEDED SURVEY CONTROL
 PS0045
 PS0045  NGVD 29 (??/??/92)  399.814  (m)         1311.72   (f) ADJ UNCH    2 0
 PS0045
 PS0045.Superseded values are not recommended for survey control.
 PS0045
 PS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0045.See file dsdata.pdf to determine how the superseded data were derived.
 PS0045
 PS0045_MARKER: DB = BENCH MARK DISK
 PS0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0045_STAMPING: C 84 1934
 PS0045_MARK LOGO: CGS
 PS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0045+STABILITY: SURFACE MOTION
 PS0045
 PS0045  HISTORY     - Date     Condition        Report By
 PS0045  HISTORY     - 1934     MONUMENTED       CGS
 PS0045  HISTORY     - 1971     MARK NOT FOUND   USGS
 PS0045
 PS0045                          STATION DESCRIPTION
 PS0045
 PS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0045'19.6 MI S FROM DOLAND.
 PS0045'IN BEADLE COUNTY, 19.6 MILES SOUTH ALONG STATE HIGHWAY 37
 PS0045'FROM THE CITY WATER TANK AT DOLAND, SPINK COUNTY, 246 FEET
 PS0045'WEST OF THE CENTER OF THE INTERSECTION OF A CROSS ROAD, 40 FEET
 PS0045'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 132 FEET NORTH AND
 PS0045'48 FEET WEST OF THE NORTHEAST CORNER OF A CHURCH, AND ABOUT
 PS0045'8 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0045'C 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0045
 PS0045                          STATION RECOVERY (1971)
 PS0045
 PS0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PS0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0213 ***********************************************************************
 QQ0213  DESIGNATION -  C 85
 QQ0213  PID         -  QQ0213
 QQ0213  STATE/COUNTY-  SD/CODINGTON
 QQ0213  COUNTRY     -  US
 QQ0213  USGS QUAD   -  FLORENCE (2017)
 QQ0213
 QQ0213                         *CURRENT SURVEY CONTROL
 QQ0213  ______________________________________________________________________
 QQ0213* NAD 83(1986) POSITION- 45 01 58.     (N) 097 18 10.     (W)   SCALED
 QQ0213* NAVD 88 ORTHO HEIGHT -   531.805 (meters)     1744.76  (feet) ADJUSTED
 QQ0213  ______________________________________________________________________
 QQ0213  GEOID HEIGHT    -        -25.104 (meters)                     GEOID18
 QQ0213  DYNAMIC HEIGHT  -        531.728 (meters)     1744.51  (feet) COMP
 QQ0213  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 QQ0213
 QQ0213  VERT ORDER      -  SECOND    CLASS 0
 QQ0213
 QQ0213.The horizontal coordinates were scaled from a map and have
 QQ0213.an estimated accuracy of +/- 6 seconds.
 QQ0213
 QQ0213.The orthometric height was determined by differential leveling and
 QQ0213.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0213.in June 1991.
 QQ0213
 QQ0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0213.GEOID18 height accuracy estimate available here.
 QQ0213
 QQ0213.Click photographs - Photos may exist for this station.
 QQ0213
 QQ0213.The dynamic height is computed by dividing the NAVD 88
 QQ0213.geopotential number by the normal gravity value computed on the
 QQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0213.degrees latitude (g = 980.6199 gals.).
 QQ0213
 QQ0213.The modeled gravity was interpolated from observed gravity values.
 QQ0213
 QQ0213;                    North         East    Units  Estimated Accuracy
 QQ0213;SPC SD N     -   136,830.      812,490.      MT  (+/- 180 meters Scaled)
 QQ0213
 QQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ336879(NAD 83)
 QQ0213
 QQ0213                          SUPERSEDED SURVEY CONTROL
 QQ0213
 QQ0213  NGVD 29 (??/??/92)  531.495  (m)         1743.75   (f) ADJ UNCH    2 0
 QQ0213
 QQ0213.Superseded values are not recommended for survey control.
 QQ0213
 QQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0213.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0213
 QQ0213_MARKER: DB = BENCH MARK DISK
 QQ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0213_STAMPING: C 85 1934
 QQ0213_MARK LOGO: CGS
 QQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0213+STABILITY: SURFACE MOTION
 QQ0213
 QQ0213  HISTORY     - Date     Condition        Report By
 QQ0213  HISTORY     - 1934     MONUMENTED       CGS
 QQ0213  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0213
 QQ0213                          STATION DESCRIPTION
 QQ0213
 QQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0213'1.8 MI SE FROM FLORENCE.
 QQ0213'1.8 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0213'FROM THE HIGH SCHOOL AT FLORENCE, CODINGTON COUNTY, ABOUT 6 POLES
 QQ0213'NORTHWEST OF MILEPOST 248, 36 FEET SOUTHWEST OF THE CENTER LINE
 QQ0213'OF THE TRACK, AND ABOUT 6 INCHES HIGHER THAN THE TRACK.  A
 QQ0213'STANDARD DISK, STAMPED C 85 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0213'POST.  NOTE-- MILEPOST AND POLES HAVE BEEN REMOVED.
 QQ0213
 QQ0213                          STATION RECOVERY (1973)
 QQ0213
 QQ0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0295 ***********************************************************************
 QQ0295  DESIGNATION -  C 86
 QQ0295  PID         -  QQ0295
 QQ0295  STATE/COUNTY-  SD/SPINK
 QQ0295  COUNTRY     -  US
 QQ0295  USGS QUAD   -  CRANDALL (2017)
 QQ0295
 QQ0295                         *CURRENT SURVEY CONTROL
 QQ0295  ______________________________________________________________________
 QQ0295* NAD 83(1986) POSITION- 45 09 38.     (N) 097 58 55.     (W)   SCALED
 QQ0295* NAVD 88 ORTHO HEIGHT -   434.715 (meters)     1426.23  (feet) ADJUSTED
 QQ0295  ______________________________________________________________________
 QQ0295  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 QQ0295  DYNAMIC HEIGHT  -        434.671 (meters)     1426.08  (feet) COMP
 QQ0295  MODELED GRAVITY -    980,501.9   (mgal)                       NAVD 88
 QQ0295
 QQ0295  VERT ORDER      -  SECOND    CLASS 0
 QQ0295
 QQ0295.The horizontal coordinates were scaled from a map and have
 QQ0295.an estimated accuracy of +/- 6 seconds.
 QQ0295
 QQ0295.The orthometric height was determined by differential leveling and
 QQ0295.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0295.in June 1991.
 QQ0295
 QQ0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0295.GEOID18 height accuracy estimate available here.
 QQ0295
 QQ0295.Click photographs - Photos may exist for this station.
 QQ0295
 QQ0295.The dynamic height is computed by dividing the NAVD 88
 QQ0295.geopotential number by the normal gravity value computed on the
 QQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0295.degrees latitude (g = 980.6199 gals.).
 QQ0295
 QQ0295.The modeled gravity was interpolated from observed gravity values.
 QQ0295
 QQ0295;                    North         East    Units  Estimated Accuracy
 QQ0295;SPC SD N     -   149,460.      758,650.      MT  (+/- 180 meters Scaled)
 QQ0295
 QQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR800012(NAD 83)
 QQ0295
 QQ0295                          SUPERSEDED SURVEY CONTROL
 QQ0295
 QQ0295  NGVD 29 (??/??/92)  434.444  (m)         1425.34   (f) ADJ UNCH    2 0
 QQ0295
 QQ0295.Superseded values are not recommended for survey control.
 QQ0295
 QQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0295.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0295
 QQ0295_MARKER: DB = BENCH MARK DISK
 QQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0295_STAMPING: C 86 1934
 QQ0295_MARK LOGO: CGS
 QQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0295+STABILITY: SURFACE MOTION
 QQ0295
 QQ0295  HISTORY     - Date     Condition        Report By
 QQ0295  HISTORY     - 1934     MONUMENTED       CGS
 QQ0295
 QQ0295                          STATION DESCRIPTION
 QQ0295
 QQ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0295'1.6 MI W FROM CRANDALL.
 QQ0295'IN SPINK COUNTY, ABOUT 1.6 MILES WEST ALONG THE MINNEAPOLIS AND
 QQ0295'ST. LOUIS RAILROAD FROM THE STATION AT CRANDALL, CLARK COUNTY,
 QQ0295'ABOUT 13 POLES WEST OF MILEPOST 285, AT A PUBLIC-ROAD CROSSING,
 QQ0295'30 FEET WEST OF THE ROAD, 36 FEET NORTH OF THE CENTER LINE OF
 QQ0295'THE TRACK, 18 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1
 QQ0295'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 86 1934
 QQ0295'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0703 ***********************************************************************
 QR0703  DESIGNATION -  C 87 RESET
 QR0703  PID         -  QR0703
 QR0703  STATE/COUNTY-  SD/FAULK
 QR0703  COUNTRY     -  US
 QR0703  USGS QUAD   -  CHELSEA (2017)
 QR0703
 QR0703                         *CURRENT SURVEY CONTROL
 QR0703  ______________________________________________________________________
 QR0703* NAD 83(1986) POSITION- 45 09 52.     (N) 098 44 29.     (W)   SCALED
 QR0703* NAVD 88 ORTHO HEIGHT -   409.27  (meters)     1342.7   (feet) RESET
 QR0703  ______________________________________________________________________
 QR0703  GEOID HEIGHT    -        -24.095 (meters)                     GEOID18
 QR0703  VERT ORDER      -  THIRD
 QR0703
 QR0703.The horizontal coordinates were scaled from a map and have
 QR0703.an estimated accuracy of +/- 6 seconds.
 QR0703
 QR0703.The orthometric height was computed from unverified reset data.
 QR0703
 QR0703.No vertical observational check was made to the station.
 QR0703
 QR0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0703.GEOID18 height accuracy estimate available here.
 QR0703
 QR0703.Click photographs - Photos may exist for this station.
 QR0703
 QR0703;                    North         East    Units  Estimated Accuracy
 QR0703;SPC SD N     -   148,690.      698,940.      MT  (+/- 180 meters Scaled)
 QR0703
 QR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR203012(NAD 83)
 QR0703
 QR0703                          SUPERSEDED SURVEY CONTROL
 QR0703
 QR0703  NGVD 29 (04/17/07)  408.97   (m)         1341.8    (f) RESET       3  
 QR0703
 QR0703.Superseded values are not recommended for survey control.
 QR0703
 QR0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0703.See file dsdata.pdf to determine how the superseded data were derived.
 QR0703
 QR0703_MARKER: DV = VERTICAL CONTROL DISK
 QR0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0703_STAMPING: C 87 RESET 1989
 QR0703_MARK LOGO: NGS
 QR0703_PROJECTION: RECESSED 15 CENTIMETERS
 QR0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0703+STABILITY: SURFACE MOTION
 QR0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0703+SATELLITE: SATELLITE OBSERVATIONS - 1989
 QR0703
 QR0703  HISTORY     - Date     Condition        Report By
 QR0703  HISTORY     - 1989     MONUMENTED       NGS
 QR0703
 QR0703                          STATION DESCRIPTION
 QR0703
 QR0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QR0703'IN THE SOUTHWEST CORNER OF CHELSEA, 0.8 KM (0.5 MI) NORTH OF STATE
 QR0703'HIGHWAY 20, 0.3 KM (0.2 MI) WEST OF A FAULK COUNTY ROAD, 0.15 KM
 QR0703'(0.09 MI) EAST OF THE GRAIN ELEVATOR, 0.1 KM (0.1 MI) SOUTH FROM THE
 QR0703'CENEX STORE, 36 M (118.1 FT) NORTH FROM A GRAVEL STREET, 18.1 METER
 QR0703'EAST FROM THE CENTER OF A GRAVEL STREET, 14 M (45.9 FT) SOUTH FROM
 QR0703'THE PROJECTED CENTER LINE OF A STREET WEST, 9 M (29.5 FT) SOUTH FROM
 QR0703'THE CENTER OF A DRAINAGE DITCH, 1.5 M (4.9 FT) SOUTH FROM THE CENTER
 QR0703'OF A 0.6 M (2.0 FT) DIAMETER COTTONWOOD TREE, IN THE TOP OF A
 QR0703'CONCRETE POST THAT IS RECESSED 0.15 M (0.49 FT) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0165 ***********************************************************************
 QR0165  DESIGNATION -  C 88
 QR0165  PID         -  QR0165
 QR0165  STATE/COUNTY-  SD/MCPHERSON
 QR0165  COUNTRY     -  US
 QR0165  USGS QUAD   -  LEOLA SW (2017)
 QR0165
 QR0165                         *CURRENT SURVEY CONTROL
 QR0165  ______________________________________________________________________
 QR0165* NAD 83(1986) POSITION- 45 35 33.     (N) 098 55 52.     (W)   SCALED
 QR0165* NAVD 88 ORTHO HEIGHT -   460.199 (meters)     1509.84  (feet) ADJUSTED
 QR0165  ______________________________________________________________________
 QR0165  GEOID HEIGHT    -        -23.744 (meters)                     GEOID18
 QR0165  DYNAMIC HEIGHT  -        460.165 (meters)     1509.72  (feet) COMP
 QR0165  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QR0165
 QR0165  VERT ORDER      -  SECOND    CLASS 0
 QR0165
 QR0165.The horizontal coordinates were scaled from a map and have
 QR0165.an estimated accuracy of +/- 6 seconds.
 QR0165
 QR0165.The orthometric height was determined by differential leveling and
 QR0165.adjusted by the NATIONAL GEODETIC SURVEY
 QR0165.in June 1991.
 QR0165
 QR0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0165.GEOID18 height accuracy estimate available here.
 QR0165
 QR0165.Click photographs - Photos may exist for this station.
 QR0165
 QR0165.The dynamic height is computed by dividing the NAVD 88
 QR0165.geopotential number by the normal gravity value computed on the
 QR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0165.degrees latitude (g = 980.6199 gals.).
 QR0165
 QR0165.The modeled gravity was interpolated from observed gravity values.
 QR0165
 QR0165;                    North         East    Units  Estimated Accuracy
 QR0165;SPC SD N     -   196,040.      683,400.      MT  (+/- 180 meters Scaled)
 QR0165
 QR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR053487(NAD 83)
 QR0165
 QR0165                          SUPERSEDED SURVEY CONTROL
 QR0165
 QR0165  NGVD 29 (??/??/92)  459.866  (m)         1508.74   (f) ADJ UNCH    2 0
 QR0165
 QR0165.Superseded values are not recommended for survey control.
 QR0165
 QR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0165.See file dsdata.pdf to determine how the superseded data were derived.
 QR0165
 QR0165_MARKER: DB = BENCH MARK DISK
 QR0165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0165_SP_SET: CULVERT HEADWALL
 QR0165_STAMPING: C 88 1934
 QR0165_MARK LOGO: CGS
 QR0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0165+STABILITY: SURFACE MOTION
 QR0165
 QR0165  HISTORY     - Date     Condition        Report By
 QR0165  HISTORY     - 1934     MONUMENTED       CGS
 QR0165  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0165
 QR0165                          STATION DESCRIPTION
 QR0165
 QR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0165'9.4 MI S FROM LEOLA.
 QR0165'9.4 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 QR0165'AT LEOLA, MC PHERSON COUNTY, ABOUT 300 FEET NORTH OF THE
 QR0165'EDMUNDS-MC PHERSON COUNTY LINE, AT A 3- BY 4-FOOT REINFORCED
 QR0165'CONCRETE HEAD WALL, AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.
 QR0165'A STANDARD DISK, STAMPED C 88 1934.
 QR0165
 QR0165                          STATION RECOVERY (1970)
 QR0165
 QR0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0193 ***********************************************************************
 OS0193  DESIGNATION -  C 9
 OS0193  PID         -  OS0193
 OS0193  STATE/COUNTY-  SD/JONES
 OS0193  COUNTRY     -  US
 OS0193  USGS QUAD   -  DRAPER (2017)
 OS0193
 OS0193                         *CURRENT SURVEY CONTROL
 OS0193  ______________________________________________________________________
 OS0193* NAD 83(1986) POSITION- 43 54 42.68   (N) 100 37 06.50   (W)   HD_HELD1
 OS0193* NAVD 88 ORTHO HEIGHT -   707.569 (meters)     2321.42  (feet) ADJUSTED
 OS0193  ______________________________________________________________________
 OS0193  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 OS0193  DYNAMIC HEIGHT  -        707.343 (meters)     2320.67  (feet) COMP
 OS0193  MODELED GRAVITY -    980,276.8   (mgal)                       NAVD 88
 OS0193
 OS0193  VERT ORDER      -  FIRST     CLASS II
 OS0193
 OS0193.The horizontal coordinates were determined by differentially corrected
 OS0193.hand held GPS observations or other comparable positioning techniques
 OS0193.and have an estimated accuracy of +/- 3 meters.
 OS0193
 OS0193.The orthometric height was determined by differential leveling and
 OS0193.adjusted by the NATIONAL GEODETIC SURVEY
 OS0193.in June 1991.
 OS0193
 OS0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0193.GEOID18 height accuracy estimate available here.
 OS0193
 OS0193.Click photographs - Photos may exist for this station.
 OS0193
 OS0193.The dynamic height is computed by dividing the NAVD 88
 OS0193.geopotential number by the normal gravity value computed on the
 OS0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0193.degrees latitude (g = 980.6199 gals.).
 OS0193
 OS0193.The modeled gravity was interpolated from observed gravity values.
 OS0193
 OS0193;                    North         East    Units  Estimated Accuracy
 OS0193;SPC SD S     -   175,401.1     577,098.1     MT  (+/- 3 meters HH1 GPS) 
 OS0193
 OS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7004763356(NAD 83)
 OS0193
 OS0193                          SUPERSEDED SURVEY CONTROL
 OS0193
 OS0193  NGVD 29 (??/??/92)  707.116  (m)         2319.93   (f) ADJ UNCH    1 2
 OS0193
 OS0193.Superseded values are not recommended for survey control.
 OS0193
 OS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0193.See file dsdata.pdf to determine how the superseded data were derived.
 OS0193
 OS0193_MARKER: DB = BENCH MARK DISK
 OS0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0193_SP_SET: BRIDGE
 OS0193_STAMPING: 2319.930 C 9 1925
 OS0193_MARK LOGO: CGS
 OS0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0193
 OS0193  HISTORY     - Date     Condition        Report By
 OS0193  HISTORY     - 1925     MONUMENTED       CGS
 OS0193  HISTORY     - 1935     GOOD             CGS
 OS0193
 OS0193                          STATION DESCRIPTION
 OS0193
 OS0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0193'4.75 MILES WEST ALONG THE CUSTER BATTLEFIELD HIGHWAY (U.S. 16)
 OS0193'FROM DRAPER, JONES COUNTY, AT A CONCRETE BRIDGE, AND IN THE TOP
 OS0193'OF THE PARAPET OVER THE NORTHWEST WINGWALL.  A STANDARD DISK,
 OS0193'STAMPED 2319.930 C 9 1925.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0806 ***********************************************************************
 PT0806  DESIGNATION -  C 9 I
 PT0806  PID         -  PT0806
 PT0806  STATE/COUNTY-  SD/HAAKON
 PT0806  COUNTRY     -  US
 PT0806  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0806
 PT0806                         *CURRENT SURVEY CONTROL
 PT0806  ______________________________________________________________________
 PT0806* NAD 83(1986) POSITION- 44 06 37.     (N) 101 58 20.     (W)   SCALED
 PT0806* NAVD 88 ORTHO HEIGHT -   777.843 (meters)     2551.97  (feet) ADJUSTED
 PT0806  ______________________________________________________________________
 PT0806  GEOID HEIGHT    -        -19.968 (meters)                     GEOID18
 PT0806  DYNAMIC HEIGHT  -        777.615 (meters)     2551.23  (feet) COMP
 PT0806  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 PT0806
 PT0806  VERT ORDER      -  SECOND    CLASS 0
 PT0806
 PT0806.The horizontal coordinates were scaled from a map and have
 PT0806.an estimated accuracy of +/- 6 seconds.
 PT0806
 PT0806.The orthometric height was determined by differential leveling and
 PT0806.adjusted by the NATIONAL GEODETIC SURVEY
 PT0806.in June 1991.
 PT0806
 PT0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0806.GEOID18 height accuracy estimate available here.
 PT0806
 PT0806.Click photographs - Photos may exist for this station.
 PT0806
 PT0806.The dynamic height is computed by dividing the NAVD 88
 PT0806.geopotential number by the normal gravity value computed on the
 PT0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0806.degrees latitude (g = 980.6199 gals.).
 PT0806
 PT0806.The modeled gravity was interpolated from observed gravity values.
 PT0806
 PT0806;                    North         East    Units  Estimated Accuracy
 PT0806;SPC SD S     -   198,700.      468,810.      MT  (+/- 180 meters Scaled)
 PT0806
 PT0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP621884(NAD 83)
 PT0806
 PT0806                          SUPERSEDED SURVEY CONTROL
 PT0806
 PT0806  NGVD 29 (??/??/92)  777.38   (m)         2550.5    (f) COMPUTED    2 0
 PT0806
 PT0806.Superseded values are not recommended for survey control.
 PT0806
 PT0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0806.See file dsdata.pdf to determine how the superseded data were derived.
 PT0806
 PT0806_MARKER: DS = TRIANGULATION STATION DISK
 PT0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0806_STAMPING: C 9 I 1961
 PT0806_MARK LOGO: CGS
 PT0806_PROJECTION: FLUSH
 PT0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0806+STABILITY: SURFACE MOTION
 PT0806
 PT0806  HISTORY     - Date     Condition        Report By
 PT0806  HISTORY     - 1961     MONUMENTED       CGS
 PT0806  HISTORY     - 1962     GOOD             CGS
 PT0806
 PT0806                          STATION DESCRIPTION
 PT0806
 PT0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0806'16.6 MI NE FROM QUINN.
 PT0806'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0806'OFFICE AT QUINN, THENCE 7.95 MILES EAST ALONG A GRAVELED ROAD,
 PT0806'0.3 MILE WEST OF A ROAD JUNCTION, 50 FEET SOUTH OF THE CENTER
 PT0806'LINE OF THE ROAD, 52.8 FEET WEST OF C 9 I NO 1, 51.1 FEET EAST
 PT0806'OF C 9 I NO 2, 4.4 FEET NORTHEAST OF A METAL WITNESS POST,
 PT0806'3.9 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PT0806'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0811 ***********************************************************************
 PT0811  DESIGNATION -  C 9 I AZ MK
 PT0811  PID         -  PT0811
 PT0811  STATE/COUNTY-  SD/HAAKON
 PT0811  COUNTRY     -  US
 PT0811  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0811
 PT0811                         *CURRENT SURVEY CONTROL
 PT0811  ______________________________________________________________________
 PT0811* NAD 83(1986) POSITION- 44 06 37.     (N) 101 58 55.     (W)   SCALED
 PT0811* NAVD 88 ORTHO HEIGHT -   779.467 (meters)     2557.30  (feet) ADJUSTED
 PT0811  ______________________________________________________________________
 PT0811  GEOID HEIGHT    -        -19.933 (meters)                     GEOID18
 PT0811  DYNAMIC HEIGHT  -        779.238 (meters)     2556.55  (feet) COMP
 PT0811  MODELED GRAVITY -    980,298.8   (mgal)                       NAVD 88
 PT0811
 PT0811  VERT ORDER      -  SECOND    CLASS 0
 PT0811
 PT0811.The horizontal coordinates were scaled from a map and have
 PT0811.an estimated accuracy of +/- 6 seconds.
 PT0811
 PT0811.The orthometric height was determined by differential leveling and
 PT0811.adjusted by the NATIONAL GEODETIC SURVEY
 PT0811.in June 1991.
 PT0811
 PT0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0811.GEOID18 height accuracy estimate available here.
 PT0811
 PT0811.Click photographs - Photos may exist for this station.
 PT0811
 PT0811.The dynamic height is computed by dividing the NAVD 88
 PT0811.geopotential number by the normal gravity value computed on the
 PT0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0811.degrees latitude (g = 980.6199 gals.).
 PT0811
 PT0811.The modeled gravity was interpolated from observed gravity values.
 PT0811
 PT0811;                    North         East    Units  Estimated Accuracy
 PT0811;SPC SD S     -   198,720.      468,030.      MT  (+/- 180 meters Scaled)
 PT0811
 PT0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP613884(NAD 83)
 PT0811
 PT0811                          SUPERSEDED SURVEY CONTROL
 PT0811
 PT0811  NGVD 29 (??/??/92)  779.01   (m)         2555.8    (f) COMPUTED    2 0
 PT0811
 PT0811.Superseded values are not recommended for survey control.
 PT0811
 PT0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0811.See file dsdata.pdf to determine how the superseded data were derived.
 PT0811
 PT0811_MARKER: DZ = AZIMUTH MARK DISK
 PT0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0811_STAMPING: Q 9 I 1961
 PT0811_MARK LOGO: CGS
 PT0811_PROJECTION: FLUSH
 PT0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0811+STABILITY: SURFACE MOTION
 PT0811
 PT0811  HISTORY     - Date     Condition        Report By
 PT0811  HISTORY     - 1961     MONUMENTED       CGS
 PT0811  HISTORY     - 1962     GOOD             CGS
 PT0811
 PT0811                          STATION DESCRIPTION
 PT0811
 PT0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0811'16 MI NE FROM QUINN.
 PT0811'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PT0811'AT QUINN, THENCE 7.35 MILES EAST ALONG A GRAVELED ROAD, 48 FEET
 PT0811'SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A
 PT0811'FENCE, 2.8 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 PT0811'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0811'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0805 ***********************************************************************
 PT0805  DESIGNATION -  C 9 I RM 1
 PT0805  PID         -  PT0805
 PT0805  STATE/COUNTY-  SD/HAAKON
 PT0805  COUNTRY     -  US
 PT0805  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0805
 PT0805                         *CURRENT SURVEY CONTROL
 PT0805  ______________________________________________________________________
 PT0805* NAD 83(1986) POSITION- 44 06 37.     (N) 101 58 20.     (W)   SCALED
 PT0805* NAVD 88 ORTHO HEIGHT -   777.834 (meters)     2551.94  (feet) ADJUSTED
 PT0805  ______________________________________________________________________
 PT0805  GEOID HEIGHT    -        -19.968 (meters)                     GEOID18
 PT0805  DYNAMIC HEIGHT  -        777.606 (meters)     2551.20  (feet) COMP
 PT0805  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 PT0805
 PT0805  VERT ORDER      -  SECOND    CLASS 0
 PT0805
 PT0805.The horizontal coordinates were scaled from a map and have
 PT0805.an estimated accuracy of +/- 6 seconds.
 PT0805
 PT0805.The orthometric height was determined by differential leveling and
 PT0805.adjusted by the NATIONAL GEODETIC SURVEY
 PT0805.in June 1991.
 PT0805
 PT0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0805.GEOID18 height accuracy estimate available here.
 PT0805
 PT0805.Click photographs - Photos may exist for this station.
 PT0805
 PT0805.The dynamic height is computed by dividing the NAVD 88
 PT0805.geopotential number by the normal gravity value computed on the
 PT0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0805.degrees latitude (g = 980.6199 gals.).
 PT0805
 PT0805.The modeled gravity was interpolated from observed gravity values.
 PT0805
 PT0805;                    North         East    Units  Estimated Accuracy
 PT0805;SPC SD S     -   198,700.      468,810.      MT  (+/- 180 meters Scaled)
 PT0805
 PT0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP621884(NAD 83)
 PT0805
 PT0805                          SUPERSEDED SURVEY CONTROL
 PT0805
 PT0805  NGVD 29 (??/??/92)  777.37   (m)         2550.4    (f) COMPUTED    2 0
 PT0805
 PT0805.Superseded values are not recommended for survey control.
 PT0805
 PT0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0805.See file dsdata.pdf to determine how the superseded data were derived.
 PT0805
 PT0805_MARKER: DR = REFERENCE MARK DISK
 PT0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0805_STAMPING: C 9 I NO 1 1961
 PT0805_MARK LOGO: CGS
 PT0805_PROJECTION: FLUSH
 PT0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0805+STABILITY: SURFACE MOTION
 PT0805
 PT0805  HISTORY     - Date     Condition        Report By
 PT0805  HISTORY     - 1961     MONUMENTED       CGS
 PT0805  HISTORY     - 1962     GOOD             CGS
 PT0805
 PT0805                          STATION DESCRIPTION
 PT0805
 PT0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0805'16.6 MI NE FROM QUINN.
 PT0805'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PT0805'AT QUINN, THENCE 7.95 MILES EAST ALONG A GRAVELED ROAD, 0.3
 PT0805'MILE WEST OF A ROAD JUNCTION, 52.3 FEET SOUTH OF THE CENTER
 PT0805'LINE OF THE ROAD, 52.8 FEET EAST OF C 9 I 1961, 1.0 FOOT NORTH
 PT0805'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0805'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0807 ***********************************************************************
 PT0807  DESIGNATION -  C 9 I RM 2
 PT0807  PID         -  PT0807
 PT0807  STATE/COUNTY-  SD/HAAKON
 PT0807  COUNTRY     -  US
 PT0807  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0807
 PT0807                         *CURRENT SURVEY CONTROL
 PT0807  ______________________________________________________________________
 PT0807* NAD 83(1986) POSITION- 44 06 37.     (N) 101 58 20.     (W)   SCALED
 PT0807* NAVD 88 ORTHO HEIGHT -   777.961 (meters)     2552.36  (feet) ADJUSTED
 PT0807  ______________________________________________________________________
 PT0807  GEOID HEIGHT    -        -19.968 (meters)                     GEOID18
 PT0807  DYNAMIC HEIGHT  -        777.733 (meters)     2551.61  (feet) COMP
 PT0807  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 PT0807
 PT0807  VERT ORDER      -  SECOND    CLASS 0
 PT0807
 PT0807.The horizontal coordinates were scaled from a map and have
 PT0807.an estimated accuracy of +/- 6 seconds.
 PT0807
 PT0807.The orthometric height was determined by differential leveling and
 PT0807.adjusted by the NATIONAL GEODETIC SURVEY
 PT0807.in June 1991.
 PT0807
 PT0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0807.GEOID18 height accuracy estimate available here.
 PT0807
 PT0807.Click photographs - Photos may exist for this station.
 PT0807
 PT0807.The dynamic height is computed by dividing the NAVD 88
 PT0807.geopotential number by the normal gravity value computed on the
 PT0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0807.degrees latitude (g = 980.6199 gals.).
 PT0807
 PT0807.The modeled gravity was interpolated from observed gravity values.
 PT0807
 PT0807;                    North         East    Units  Estimated Accuracy
 PT0807;SPC SD S     -   198,700.      468,810.      MT  (+/- 180 meters Scaled)
 PT0807
 PT0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP621884(NAD 83)
 PT0807
 PT0807                          SUPERSEDED SURVEY CONTROL
 PT0807
 PT0807  NGVD 29 (??/??/92)  777.50   (m)         2550.8    (f) COMPUTED    2 0
 PT0807
 PT0807.Superseded values are not recommended for survey control.
 PT0807
 PT0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0807.See file dsdata.pdf to determine how the superseded data were derived.
 PT0807
 PT0807_MARKER: DR = REFERENCE MARK DISK
 PT0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0807_STAMPING: C 9 I NO 2 1961
 PT0807_MARK LOGO: CGS
 PT0807_PROJECTION: FLUSH
 PT0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0807+STABILITY: SURFACE MOTION
 PT0807
 PT0807  HISTORY     - Date     Condition        Report By
 PT0807  HISTORY     - 1961     MONUMENTED       CGS
 PT0807  HISTORY     - 1962     GOOD             CGS
 PT0807
 PT0807                          STATION DESCRIPTION
 PT0807
 PT0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0807'16.6 MI NE FROM QUINN.
 PT0807'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0807'OFFICE AT QUINN, THENCE 7.95 MILES EAST ALONG A GRAVELED ROAD,
 PT0807'0.3 MILE WEST OF A ROAD JUNCTION, 51.8 FEET SOUTH OF THE CENTER
 PT0807'LINE OF THE ROAD, 51.1 FEET WEST OF C 9 I 1961, 1.0 FOOT NORTH
 PT0807'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0807'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0809 ***********************************************************************
 PT0809  DESIGNATION -  C 9 J
 PT0809  PID         -  PT0809
 PT0809  STATE/COUNTY-  SD/HAAKON
 PT0809  COUNTRY     -  US
 PT0809  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0809
 PT0809                         *CURRENT SURVEY CONTROL
 PT0809  ______________________________________________________________________
 PT0809* NAD 83(1986) POSITION- 44 06 51.     (N) 101 58 39.     (W)   SCALED
 PT0809* NAVD 88 ORTHO HEIGHT -   777.447 (meters)     2550.67  (feet) ADJUSTED
 PT0809  ______________________________________________________________________
 PT0809  GEOID HEIGHT    -        -19.950 (meters)                     GEOID18
 PT0809  DYNAMIC HEIGHT  -        777.219 (meters)     2549.93  (feet) COMP
 PT0809  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 PT0809
 PT0809  VERT ORDER      -  SECOND    CLASS 0
 PT0809
 PT0809.The horizontal coordinates were scaled from a map and have
 PT0809.an estimated accuracy of +/- 6 seconds.
 PT0809
 PT0809.The orthometric height was determined by differential leveling and
 PT0809.adjusted by the NATIONAL GEODETIC SURVEY
 PT0809.in June 1991.
 PT0809
 PT0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0809.GEOID18 height accuracy estimate available here.
 PT0809
 PT0809.Click photographs - Photos may exist for this station.
 PT0809
 PT0809.The dynamic height is computed by dividing the NAVD 88
 PT0809.geopotential number by the normal gravity value computed on the
 PT0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0809.degrees latitude (g = 980.6199 gals.).
 PT0809
 PT0809.The modeled gravity was interpolated from observed gravity values.
 PT0809
 PT0809;                    North         East    Units  Estimated Accuracy
 PT0809;SPC SD S     -   199,140.      468,400.      MT  (+/- 180 meters Scaled)
 PT0809
 PT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP617888(NAD 83)
 PT0809
 PT0809                          SUPERSEDED SURVEY CONTROL
 PT0809
 PT0809  NGVD 29 (??/??/92)  776.99   (m)         2549.2    (f) COMPUTED    2 0
 PT0809
 PT0809.Superseded values are not recommended for survey control.
 PT0809
 PT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0809.See file dsdata.pdf to determine how the superseded data were derived.
 PT0809
 PT0809_MARKER: DS = TRIANGULATION STATION DISK
 PT0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0809_STAMPING: C 9 J 1961
 PT0809_MARK LOGO: CGS
 PT0809_PROJECTION: FLUSH
 PT0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0809+STABILITY: SURFACE MOTION
 PT0809
 PT0809  HISTORY     - Date     Condition        Report By
 PT0809  HISTORY     - 1961     MONUMENTED       CGS
 PT0809  HISTORY     - 1962     GOOD             CGS
 PT0809
 PT0809                          STATION DESCRIPTION
 PT0809
 PT0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0809'16.6 MI NE FROM QUINN.
 PT0809'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PT0809'AT QUINN, THENCE 7.65 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PT0809'0.25 MILES NORTH ALONG A FENCE, 0.3 MILE WEST OF A SET OF FARM
 PT0809'BUILDINGS AND A GROVE OF TREES, 186 FEET WEST OF A FENCE, 16.3
 PT0809'FEET EAST OF C 9 J NO 2, 12.1 FEET WEST OF C 9 J NO 1, 3.7
 PT0809'FEET SOUTH OF AN EAST-WEST FENCE, 2.8 FEET SOUTH OF A METAL
 PT0809'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0809'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0808 ***********************************************************************
 PT0808  DESIGNATION -  C 9 J RM 1
 PT0808  PID         -  PT0808
 PT0808  STATE/COUNTY-  SD/HAAKON
 PT0808  COUNTRY     -  US
 PT0808  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0808
 PT0808                         *CURRENT SURVEY CONTROL
 PT0808  ______________________________________________________________________
 PT0808* NAD 83(1986) POSITION- 44 06 51.     (N) 101 58 39.     (W)   SCALED
 PT0808* NAVD 88 ORTHO HEIGHT -   777.372 (meters)     2550.43  (feet) ADJUSTED
 PT0808  ______________________________________________________________________
 PT0808  GEOID HEIGHT    -        -19.950 (meters)                     GEOID18
 PT0808  DYNAMIC HEIGHT  -        777.144 (meters)     2549.68  (feet) COMP
 PT0808  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 PT0808
 PT0808  VERT ORDER      -  SECOND    CLASS 0
 PT0808
 PT0808.The horizontal coordinates were scaled from a map and have
 PT0808.an estimated accuracy of +/- 6 seconds.
 PT0808
 PT0808.The orthometric height was determined by differential leveling and
 PT0808.adjusted by the NATIONAL GEODETIC SURVEY
 PT0808.in June 1991.
 PT0808
 PT0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0808.GEOID18 height accuracy estimate available here.
 PT0808
 PT0808.Click photographs - Photos may exist for this station.
 PT0808
 PT0808.The dynamic height is computed by dividing the NAVD 88
 PT0808.geopotential number by the normal gravity value computed on the
 PT0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0808.degrees latitude (g = 980.6199 gals.).
 PT0808
 PT0808.The modeled gravity was interpolated from observed gravity values.
 PT0808
 PT0808;                    North         East    Units  Estimated Accuracy
 PT0808;SPC SD S     -   199,140.      468,400.      MT  (+/- 180 meters Scaled)
 PT0808
 PT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP617888(NAD 83)
 PT0808
 PT0808                          SUPERSEDED SURVEY CONTROL
 PT0808
 PT0808  NGVD 29 (??/??/92)  776.92   (m)         2548.9    (f) COMPUTED    2 0
 PT0808
 PT0808.Superseded values are not recommended for survey control.
 PT0808
 PT0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0808.See file dsdata.pdf to determine how the superseded data were derived.
 PT0808
 PT0808_MARKER: DR = REFERENCE MARK DISK
 PT0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0808_STAMPING: C 9 J NO 1 1961
 PT0808_MARK LOGO: CGS
 PT0808_PROJECTION: FLUSH
 PT0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0808+STABILITY: SURFACE MOTION
 PT0808
 PT0808  HISTORY     - Date     Condition        Report By
 PT0808  HISTORY     - 1961     MONUMENTED       CGS
 PT0808  HISTORY     - 1962     GOOD             CGS
 PT0808
 PT0808                          STATION DESCRIPTION
 PT0808
 PT0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0808'16.6 MI NE FROM QUINN.
 PT0808'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PT0808'AT QUINN, THENCE 7.65 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PT0808'0.25 MILE NORTH ALONG A FENCE, 0.3 MILE WEST OF A SET OF FARM
 PT0808'BUILDINGS AND A GROVE OF TREES, 174 FEET WEST OF A NORTH-SOUTH
 PT0808'FENCE, 12.1 FEET EAST OF C 9 J 1961, 1.1 FEET SOUTH OF A FENCE,
 PT0808'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PT0808'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0810 ***********************************************************************
 PT0810  DESIGNATION -  C 9 J RM 2
 PT0810  PID         -  PT0810
 PT0810  STATE/COUNTY-  SD/HAAKON
 PT0810  COUNTRY     -  US
 PT0810  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0810
 PT0810                         *CURRENT SURVEY CONTROL
 PT0810  ______________________________________________________________________
 PT0810* NAD 83(1986) POSITION- 44 06 51.     (N) 101 58 39.     (W)   SCALED
 PT0810* NAVD 88 ORTHO HEIGHT -   777.436 (meters)     2550.64  (feet) ADJUSTED
 PT0810  ______________________________________________________________________
 PT0810  GEOID HEIGHT    -        -19.950 (meters)                     GEOID18
 PT0810  DYNAMIC HEIGHT  -        777.208 (meters)     2549.89  (feet) COMP
 PT0810  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 PT0810
 PT0810  VERT ORDER      -  SECOND    CLASS 0
 PT0810
 PT0810.The horizontal coordinates were scaled from a map and have
 PT0810.an estimated accuracy of +/- 6 seconds.
 PT0810
 PT0810.The orthometric height was determined by differential leveling and
 PT0810.adjusted by the NATIONAL GEODETIC SURVEY
 PT0810.in June 1991.
 PT0810
 PT0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0810.GEOID18 height accuracy estimate available here.
 PT0810
 PT0810.Click photographs - Photos may exist for this station.
 PT0810
 PT0810.The dynamic height is computed by dividing the NAVD 88
 PT0810.geopotential number by the normal gravity value computed on the
 PT0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0810.degrees latitude (g = 980.6199 gals.).
 PT0810
 PT0810.The modeled gravity was interpolated from observed gravity values.
 PT0810
 PT0810;                    North         East    Units  Estimated Accuracy
 PT0810;SPC SD S     -   199,140.      468,400.      MT  (+/- 180 meters Scaled)
 PT0810
 PT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP617888(NAD 83)
 PT0810
 PT0810                          SUPERSEDED SURVEY CONTROL
 PT0810
 PT0810  NGVD 29 (??/??/92)  776.98   (m)         2549.1    (f) COMPUTED    2 0
 PT0810
 PT0810.Superseded values are not recommended for survey control.
 PT0810
 PT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0810.See file dsdata.pdf to determine how the superseded data were derived.
 PT0810
 PT0810_MARKER: DR = REFERENCE MARK DISK
 PT0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0810_STAMPING: C 9 J NO 2 1961
 PT0810_MARK LOGO: CGS
 PT0810_PROJECTION: FLUSH
 PT0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0810+STABILITY: SURFACE MOTION
 PT0810
 PT0810  HISTORY     - Date     Condition        Report By
 PT0810  HISTORY     - 1961     MONUMENTED       CGS
 PT0810  HISTORY     - 1962     GOOD             CGS
 PT0810
 PT0810                          STATION DESCRIPTION
 PT0810
 PT0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0810'16.6 MI NE FROM QUINN.
 PT0810'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0810'OFFICE AT QUINN, THENCE 7.65 MILES EAST ALONG A GRAVELED ROAD,
 PT0810'THENCE 0.25 MILE NORTH ALONG A FENCE, 0.3 MILE WEST OF A SET
 PT0810'OF FARM BUILDINGS AND A GROVE OF TREES, 202 FEET WEST OF A
 PT0810'NORTH-SOUTH FENCE, 16.3 FEET WEST OF C 9 J 1961, 1.1 FEET SOUTH
 PT0810'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0810'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0160 ***********************************************************************
 QR0160  DESIGNATION -  C 90
 QR0160  PID         -  QR0160
 QR0160  STATE/COUNTY-  SD/BROWN
 QR0160  COUNTRY     -  US
 QR0160  USGS QUAD   -  RICHMOND NE (2017)
 QR0160
 QR0160                         *CURRENT SURVEY CONTROL
 QR0160  ______________________________________________________________________
 QR0160* NAD 83(1986) POSITION- 45 44 05.     (N) 098 31 00.     (W)   SCALED
 QR0160* NAVD 88 ORTHO HEIGHT -   423.614 (meters)     1389.81  (feet) ADJUSTED
 QR0160  ______________________________________________________________________
 QR0160  GEOID HEIGHT    -        -24.335 (meters)                     GEOID18
 QR0160  DYNAMIC HEIGHT  -        423.594 (meters)     1389.74  (feet) COMP
 QR0160  MODELED GRAVITY -    980,555.3   (mgal)                       NAVD 88
 QR0160
 QR0160  VERT ORDER      -  FIRST     CLASS II
 QR0160
 QR0160.The horizontal coordinates were scaled from a map and have
 QR0160.an estimated accuracy of +/- 6 seconds.
 QR0160
 QR0160.The orthometric height was determined by differential leveling and
 QR0160.adjusted by the NATIONAL GEODETIC SURVEY
 QR0160.in June 1991.
 QR0160
 QR0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0160.GEOID18 height accuracy estimate available here.
 QR0160
 QR0160.Click photographs - Photos may exist for this station.
 QR0160
 QR0160.The dynamic height is computed by dividing the NAVD 88
 QR0160.geopotential number by the normal gravity value computed on the
 QR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0160.degrees latitude (g = 980.6199 gals.).
 QR0160
 QR0160.The modeled gravity was interpolated from observed gravity values.
 QR0160
 QR0160;                    North         East    Units  Estimated Accuracy
 QR0160;SPC SD N     -   212,350.      715,450.      MT  (+/- 180 meters Scaled)
 QR0160
 QR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR376646(NAD 83)
 QR0160
 QR0160                          SUPERSEDED SURVEY CONTROL
 QR0160
 QR0160  NGVD 29 (??/??/92)  423.30   (m)         1388.8    (f) COMPUTED    1 2
 QR0160
 QR0160.Superseded values are not recommended for survey control.
 QR0160
 QR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0160.See file dsdata.pdf to determine how the superseded data were derived.
 QR0160
 QR0160_MARKER: DB = BENCH MARK DISK
 QR0160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0160_SP_SET: HEADWALL
 QR0160_STAMPING: C 90 1934
 QR0160_MARK LOGO: CGS
 QR0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0160+STABILITY: SURFACE MOTION
 QR0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0160+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 QR0160
 QR0160  HISTORY     - Date     Condition        Report By
 QR0160  HISTORY     - 1934     MONUMENTED       CGS
 QR0160  HISTORY     - 19970508 GOOD             NGS
 QR0160
 QR0160                          STATION DESCRIPTION
 QR0160
 QR0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0160'1.3 MI W FROM BARNARD.
 QR0160'1.3 MILES WEST OF THE BARNARD SCHOOL ALONG STATE HIGHWAY 10 AT
 QR0160'2 FOOT BY 3 FOOT R C B CULVERT AT EAST END OF OLD CURVE AT
 QR0160'JUNCTION WITH U.S. HIGHWAY 281.  200 FEET EAST OF POINT OF
 QR0160'INTERSECTION OF SECTION CORNER.  SET IN THE CENTER OF THE NORTH
 QR0160'HEADWALL, AT ROAD LEVEL.
 QR0160
 QR0160                          STATION RECOVERY (1997)
 QR0160
 QR0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0160'10.8 KM (6.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 QR0160'OF MAIN STREET IN FREDERICK, NEAR THE CENTER OF THE NORTH HEADWALL OF
 QR0160'A CULVERT UNDER COUNTY ROAD 7, 336.0 M (1102.4 FT) NORTH OF MILEPOST
 QR0160'215, 52.6 M (172.6 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 QR0160'14.8 M (48.6 FT) EAST OF A UTILITY POLE, AND 4.7 M (15.4 FT) NORTH OF
 QR0160'THE CENTER OF 114TH STREET (COUNTY ROAD 7).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0161 ***********************************************************************
 QR0161  DESIGNATION -  C 90 RESET
 QR0161  PID         -  QR0161
 QR0161  STATE/COUNTY-  SD/BROWN
 QR0161  COUNTRY     -  US
 QR0161  USGS QUAD   -  RICHMOND NE (2017)
 QR0161
 QR0161                         *CURRENT SURVEY CONTROL
 QR0161  ______________________________________________________________________
 QR0161* NAD 83(1986) POSITION- 45 44 06.47   (N) 098 31 01.05   (W)   HD_HELD1
 QR0161* NAVD 88 ORTHO HEIGHT -   423.684 (meters)     1390.04  (feet) ADJUSTED
 QR0161  ______________________________________________________________________
 QR0161  GEOID HEIGHT    -        -24.335 (meters)                     GEOID18
 QR0161  VERT ORDER      -  FIRST     CLASS II
 QR0161
 QR0161.The horizontal coordinates were determined by differentially corrected
 QR0161.hand held GPS observations or other comparable positioning techniques
 QR0161.and have an estimated accuracy of +/- 3 meters.
 QR0161
 QR0161.The orthometric height was determined by differential leveling and
 QR0161.adjusted by the NATIONAL GEODETIC SURVEY
 QR0161.in July 1998.
 QR0161
 QR0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0161.GEOID18 height accuracy estimate available here.
 QR0161
 QR0161.Click photographs - Photos may exist for this station.
 QR0161
 QR0161;                    North         East    Units  Estimated Accuracy
 QR0161;SPC SD N     -   212,398.4     715,423.0     MT  (+/- 3 meters HH1 GPS) 
 QR0161
 QR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3758164732(NAD 83)
 QR0161
 QR0161                          SUPERSEDED SURVEY CONTROL
 QR0161
 QR0161  NAVD 88 (04/17/07)  423.684  (m)         1390.04   (f) SUPERSEDED  3 0
 QR0161
 QR0161.Superseded values are not recommended for survey control.
 QR0161
 QR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0161.See file dsdata.pdf to determine how the superseded data were derived.
 QR0161
 QR0161_MARKER: DB = BENCH MARK DISK
 QR0161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0161_SP_SET: HEADWALL
 QR0161_STAMPING: C 90 RESET 1951
 QR0161_MARK LOGO: CGS
 QR0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0161+STABILITY: SURFACE MOTION
 QR0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0161+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 QR0161
 QR0161  HISTORY     - Date     Condition        Report By
 QR0161  HISTORY     - 1951     MONUMENTED       SDHD
 QR0161  HISTORY     - 19970508 GOOD             NGS
 QR0161
 QR0161                          STATION DESCRIPTION
 QR0161
 QR0161'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1951
 QR0161'1.3 MI W FROM BARNARD.
 QR0161'1.3 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0161'AT BARNARD, BROWN COUNTY, AT THE EAST END OF AN OLD CURVE AT
 QR0161'THE JUNCTION OF U.S. HIGHWAY 281, 200 FEET EAST OF A SECTION
 QR0161'CORNER, AT A CULVERT, AND IN THE TOP OF THE SOUTH HEADWALL.
 QR0161'A STANDARD DISK, STAMPED C 90 RESET 1951.
 QR0161
 QR0161                          STATION RECOVERY (1997)
 QR0161
 QR0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0161'10.8 KM (6.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 QR0161'OF MAIN STREET IN FREDERICK, NEAR THE CENTER OF THE SOUTH HEADWALL OF
 QR0161'A CULVERT UNDER COUNTY ROAD 7, 326.0 M (1069.6 FT) NORTH OF MILEPOST
 QR0161'215, 52.9 M (173.6 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 QR0161'19.2 M (63.0 FT) SOUTHEAST OF A UTILITY POLE, AND 4.7 M (15.4 FT)
 QR0161'SOUTH OF THE CENTER OF 114TH STREET (COUNTY ROAD 7).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0330 ***********************************************************************
 QQ0330  DESIGNATION -  C 91
 QQ0330  PID         -  QQ0330
 QQ0330  STATE/COUNTY-  SD/MARSHALL
 QQ0330  COUNTRY     -  US
 QQ0330  USGS QUAD   -  BRITTON WEST (2017)
 QQ0330
 QQ0330                         *CURRENT SURVEY CONTROL
 QQ0330  ______________________________________________________________________
 QQ0330* NAD 83(1986) POSITION- 45 47 28.     (N) 097 48 33.     (W)   SCALED
 QQ0330* NAVD 88 ORTHO HEIGHT -   397.162 (meters)     1303.02  (feet) ADJUSTED
 QQ0330  ______________________________________________________________________
 QQ0330  GEOID HEIGHT    -        -25.333 (meters)                     GEOID18
 QQ0330  DYNAMIC HEIGHT  -        397.144 (meters)     1302.96  (feet) COMP
 QQ0330  MODELED GRAVITY -    980,559.3   (mgal)                       NAVD 88
 QQ0330
 QQ0330  VERT ORDER      -  SECOND    CLASS 0
 QQ0330
 QQ0330.The horizontal coordinates were scaled from a map and have
 QQ0330.an estimated accuracy of +/- 6 seconds.
 QQ0330
 QQ0330.The orthometric height was determined by differential leveling and
 QQ0330.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0330.in June 1991.
 QQ0330
 QQ0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0330.GEOID18 height accuracy estimate available here.
 QQ0330
 QQ0330.Click photographs - Photos may exist for this station.
 QQ0330
 QQ0330.The dynamic height is computed by dividing the NAVD 88
 QQ0330.geopotential number by the normal gravity value computed on the
 QQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0330.degrees latitude (g = 980.6199 gals.).
 QQ0330
 QQ0330.The modeled gravity was interpolated from observed gravity values.
 QQ0330
 QQ0330;                    North         East    Units  Estimated Accuracy
 QQ0330;SPC SD N     -   219,870.      770,330.      MT  (+/- 180 meters Scaled)
 QQ0330
 QQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR925715(NAD 83)
 QQ0330
 QQ0330                          SUPERSEDED SURVEY CONTROL
 QQ0330
 QQ0330  NGVD 29 (??/??/92)  396.88   (m)         1302.1    (f) COMPUTED    2 0
 QQ0330
 QQ0330.Superseded values are not recommended for survey control.
 QQ0330
 QQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0330.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0330
 QQ0330_MARKER: DB = BENCH MARK DISK
 QQ0330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0330_SP_SET: CULVERT HEADWALL
 QQ0330_STAMPING: C 91 1934
 QQ0330_MARK LOGO: CGS
 QQ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0330+STABILITY: SURFACE MOTION
 QQ0330
 QQ0330  HISTORY     - Date     Condition        Report By
 QQ0330  HISTORY     - 1934     MONUMENTED       CGS
 QQ0330
 QQ0330                          STATION DESCRIPTION
 QQ0330
 QQ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0330'3 MI W FROM BRITTON.
 QQ0330'3 MILES WEST OF THE BRITTON CLINIC AND HOSPITAL, ALONG STATE
 QQ0330'HIGHWAY 10 AT TWIN 4 FOOT BY 8 FOOT RCB CULVERT, 250 FEET EAST
 QQ0330'OF PRIVATE ENTRANCE, 800 FEET EAST OF SECTION CORNER.  SET IN
 QQ0330'THE EAST END OF THE NORTH HEADWALL, 175 FEET WEST OF T FENCE
 QQ0330'TO THE NORTH, 3.5 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0331 ***********************************************************************
 QQ0331  DESIGNATION -  C 91 RESET
 QQ0331  PID         -  QQ0331
 QQ0331  STATE/COUNTY-  SD/MARSHALL
 QQ0331  COUNTRY     -  US
 QQ0331  USGS QUAD   -  BRITTON WEST (2017)
 QQ0331
 QQ0331                         *CURRENT SURVEY CONTROL
 QQ0331  ______________________________________________________________________
 QQ0331* NAD 83(1986) POSITION- 45 47 28.     (N) 097 48 33.     (W)   SCALED
 QQ0331* NAVD 88 ORTHO HEIGHT -   396.35  (meters)     1300.4   (feet) RESET
 QQ0331  ______________________________________________________________________
 QQ0331  GEOID HEIGHT    -        -25.333 (meters)                     GEOID18
 QQ0331  VERT ORDER      -  THIRD
 QQ0331
 QQ0331.The horizontal coordinates were scaled from a map and have
 QQ0331.an estimated accuracy of +/- 6 seconds.
 QQ0331
 QQ0331.The orthometric height was computed from unverified reset data.
 QQ0331
 QQ0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0331.GEOID18 height accuracy estimate available here.
 QQ0331
 QQ0331.Click photographs - Photos may exist for this station.
 QQ0331
 QQ0331;                    North         East    Units  Estimated Accuracy
 QQ0331;SPC SD N     -   219,870.      770,330.      MT  (+/- 180 meters Scaled)
 QQ0331
 QQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR925715(NAD 83)
 QQ0331
 QQ0331                          SUPERSEDED SURVEY CONTROL
 QQ0331
 QQ0331.No superseded survey control is available for this station.
 QQ0331
 QQ0331_MARKER: DB = BENCH MARK DISK
 QQ0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0331_SP_SET: CULVERT
 QQ0331_STAMPING: C 91 RESET 1947
 QQ0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0331
 QQ0331  HISTORY     - Date     Condition        Report By
 QQ0331  HISTORY     - 1947     MONUMENTED       SDHD
 QQ0331
 QQ0331                          STATION DESCRIPTION
 QQ0331
 QQ0331'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QQ0331'3 MI W FROM BRITTON.
 QQ0331'3 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HOSPITAL AT BRITTON,
 QQ0331'MARSHALL COUNTY, 800 FEET EAST OF A SECTION CORNER, 250 FEET
 QQ0331'WEST OF A PRIVATE ENTRANCE, 175 FEET WEST OF A T-FENCE LEADING
 QQ0331'NORTH, AT A CULVERT, AND IN THE TOP OF THE SOUTH HEAD WALL.  A
 QQ0331'STANDARD DISK, STAMPED C 91 RESET 1947.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0194 ***********************************************************************
 QQ0194  DESIGNATION -  C 92
 QQ0194  PID         -  QQ0194
 QQ0194  STATE/COUNTY-  SD/ROBERTS
 QQ0194  COUNTRY     -  US
 QQ0194  USGS QUAD   -  SISSETON (2017)
 QQ0194
 QQ0194                         *CURRENT SURVEY CONTROL
 QQ0194  ______________________________________________________________________
 QQ0194* NAD 83(1986) POSITION- 45 41 30.     (N) 097 02 27.     (W)   SCALED
 QQ0194* NAVD 88 ORTHO HEIGHT -   362.797 (meters)     1190.28  (feet) ADJUSTED
 QQ0194  ______________________________________________________________________
 QQ0194  GEOID HEIGHT    -        -25.801 (meters)                     GEOID18
 QQ0194  DYNAMIC HEIGHT  -        362.781 (meters)     1190.22  (feet) COMP
 QQ0194  MODELED GRAVITY -    980,562.6   (mgal)                       NAVD 88
 QQ0194
 QQ0194  VERT ORDER      -  SECOND    CLASS 0
 QQ0194
 QQ0194.The horizontal coordinates were scaled from a map and have
 QQ0194.an estimated accuracy of +/- 6 seconds.
 QQ0194
 QQ0194.The orthometric height was determined by differential leveling and
 QQ0194.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0194.in June 1991.
 QQ0194
 QQ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0194.GEOID18 height accuracy estimate available here.
 QQ0194
 QQ0194.Click photographs - Photos may exist for this station.
 QQ0194
 QQ0194.The dynamic height is computed by dividing the NAVD 88
 QQ0194.geopotential number by the normal gravity value computed on the
 QQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0194.degrees latitude (g = 980.6199 gals.).
 QQ0194
 QQ0194.The modeled gravity was interpolated from observed gravity values.
 QQ0194
 QQ0194;                    North         East    Units  Estimated Accuracy
 QQ0194;SPC SD N     -   210,720.      830,450.      MT  (+/- 180 meters Scaled)
 QQ0194
 QQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR525616(NAD 83)
 QQ0194
 QQ0194                          SUPERSEDED SURVEY CONTROL
 QQ0194
 QQ0194  NGVD 29 (??/??/92)  362.555  (m)         1189.48   (f) ADJ UNCH    2 0
 QQ0194
 QQ0194.Superseded values are not recommended for survey control.
 QQ0194
 QQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0194.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0194
 QQ0194_MARKER: DB = BENCH MARK DISK
 QQ0194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0194_SP_SET: CULVERT HEADWALL
 QQ0194_STAMPING: C 92 1934
 QQ0194_MARK LOGO: CGS
 QQ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0194+STABILITY: SURFACE MOTION
 QQ0194
 QQ0194  HISTORY     - Date     Condition        Report By
 QQ0194  HISTORY     - 1934     MONUMENTED       CGS
 QQ0194
 QQ0194                          STATION DESCRIPTION
 QQ0194
 QQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0194'2.5 MI N FROM SISSETON.
 QQ0194'2.5 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE MUNICIPAL TOURIST
 QQ0194'PARK AT SISSETON, ROBERTS COUNTY, ABOUT 500 FEET SOUTHWEST OF
 QQ0194'THE SOUTHWEST CORNER OF A FRAME SCHOOLHOUSE, AT A 3- BY 3-FOOT
 QQ0194'CONCRETE BOX CULVERT, IN THE CENTER OF THE WEST HEAD WALL, 21
 QQ0194'FEET EAST OF THE RIGHT-OF-WAY FENCE, 12 FEET WEST OF THE CENTER
 QQ0194'LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 QQ0194'A STANDARD DISK, STAMPED C 92 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0142 ***********************************************************************
 QQ0142  DESIGNATION -  C 93
 QQ0142  PID         -  QQ0142
 QQ0142  STATE/COUNTY-  SD/ROBERTS
 QQ0142  COUNTRY     -  US
 QQ0142  USGS QUAD   -  PEEVER NE (2017)
 QQ0142
 QQ0142                         *CURRENT SURVEY CONTROL
 QQ0142  ______________________________________________________________________
 QQ0142* NAD 83(1986) POSITION- 45 39 34.     (N) 096 51 14.     (W)   SCALED
 QQ0142* NAVD 88 ORTHO HEIGHT -   343.904 (meters)     1128.29  (feet) ADJUSTED
 QQ0142  ______________________________________________________________________
 QQ0142  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 QQ0142  DYNAMIC HEIGHT  -        343.890 (meters)     1128.25  (feet) COMP
 QQ0142  MODELED GRAVITY -    980,566.3   (mgal)                       NAVD 88
 QQ0142
 QQ0142  VERT ORDER      -  SECOND    CLASS 0
 QQ0142
 QQ0142.The horizontal coordinates were scaled from a map and have
 QQ0142.an estimated accuracy of +/- 6 seconds.
 QQ0142
 QQ0142.The orthometric height was determined by differential leveling and
 QQ0142.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0142.in June 1991.
 QQ0142
 QQ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0142.GEOID18 height accuracy estimate available here.
 QQ0142
 QQ0142.Click photographs - Photos may exist for this station.
 QQ0142
 QQ0142.The dynamic height is computed by dividing the NAVD 88
 QQ0142.geopotential number by the normal gravity value computed on the
 QQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0142.degrees latitude (g = 980.6199 gals.).
 QQ0142
 QQ0142.The modeled gravity was interpolated from observed gravity values.
 QQ0142
 QQ0142;                    North         East    Units  Estimated Accuracy
 QQ0142;SPC SD N     -   207,690.      845,140.      MT  (+/- 180 meters Scaled)
 QQ0142
 QQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR671584(NAD 83)
 QQ0142
 QQ0142                          SUPERSEDED SURVEY CONTROL
 QQ0142
 QQ0142  NGVD 29 (??/??/92)  343.669  (m)         1127.52   (f) ADJ UNCH    2 0
 QQ0142
 QQ0142.Superseded values are not recommended for survey control.
 QQ0142
 QQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0142.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0142
 QQ0142_MARKER: DB = BENCH MARK DISK
 QQ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0142_STAMPING: C 93 1934
 QQ0142_MARK LOGO: CGS
 QQ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0142+STABILITY: SURFACE MOTION
 QQ0142
 QQ0142  HISTORY     - Date     Condition        Report By
 QQ0142  HISTORY     - 1934     MONUMENTED       CGS
 QQ0142  HISTORY     - 1971     MARK NOT FOUND   USGS
 QQ0142  HISTORY     - 20250331 MARK NOT FOUND   LOCSUR
 QQ0142
 QQ0142                          STATION DESCRIPTION
 QQ0142
 QQ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0142'5.3 MI NW FROM BROWNS VALLEY.
 QQ0142'IN ROBERTS COUNTY, SOUTH DAKOTA, 5.3 MILES NORTHWEST ALONG
 QQ0142'MINNESOTA STATE HIGHWAY 28 AND SOUTH DAKOTA STATE HIGHWAY
 QQ0142'10 FROM THE GREAT NORTHERN RAILWAY STATION AT BROWNS VALLEY,
 QQ0142'TRAVERSE COUNTY, MINNESOTA, AT THE INTERSECTION OF A COUNTY
 QQ0142'ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 QQ0142'EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT LOWER
 QQ0142'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 93 1934 AND SET
 QQ0142'IN THE TOP OF A CONCRETE POST.
 QQ0142
 QQ0142                          STATION RECOVERY (1971)
 QQ0142
 QQ0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QQ0142'MARK NOT FOUND.
 QQ0142
 QQ0142                          STATION RECOVERY (2025)
 QQ0142
 QQ0142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (GSK)
 QQ0142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0510 ***********************************************************************
 PR0510  DESIGNATION -  C 95
 PR0510  PID         -  PR0510
 PR0510  STATE/COUNTY-  SD/KINGSBURY
 PR0510  COUNTRY     -  US
 PR0510  USGS QUAD   -  BADGER (2017)
 PR0510
 PR0510                         *CURRENT SURVEY CONTROL
 PR0510  ______________________________________________________________________
 PR0510* NAD 83(1986) POSITION- 44 23 01.     (N) 097 11 55.     (W)   SCALED
 PR0510* NAVD 88 ORTHO HEIGHT -   545.561 (meters)     1789.89  (feet) ADJUSTED
 PR0510  ______________________________________________________________________
 PR0510  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 PR0510  DYNAMIC HEIGHT  -        545.458 (meters)     1789.56  (feet) COMP
 PR0510  MODELED GRAVITY -    980,411.2   (mgal)                       NAVD 88
 PR0510
 PR0510  VERT ORDER      -  SECOND    CLASS 0
 PR0510
 PR0510.The horizontal coordinates were scaled from a map and have
 PR0510.an estimated accuracy of +/- 6 seconds.
 PR0510
 PR0510.The orthometric height was determined by differential leveling and
 PR0510.adjusted by the NATIONAL GEODETIC SURVEY
 PR0510.in June 1991.
 PR0510
 PR0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0510.GEOID18 height accuracy estimate available here.
 PR0510
 PR0510.Click photographs - Photos may exist for this station.
 PR0510
 PR0510.The dynamic height is computed by dividing the NAVD 88
 PR0510.geopotential number by the normal gravity value computed on the
 PR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0510.degrees latitude (g = 980.6199 gals.).
 PR0510
 PR0510.The modeled gravity was interpolated from observed gravity values.
 PR0510
 PR0510;                    North         East    Units  Estimated Accuracy
 PR0510;SPC SD N     -    65,010.      823,190.      MT  (+/- 180 meters Scaled)
 PR0510
 PR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ434160(NAD 83)
 PR0510
 PR0510                          SUPERSEDED SURVEY CONTROL
 PR0510
 PR0510  NGVD 29 (??/??/92)  545.279  (m)         1788.97   (f) ADJ UNCH    2 0
 PR0510
 PR0510.Superseded values are not recommended for survey control.
 PR0510
 PR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0510.See file dsdata.pdf to determine how the superseded data were derived.
 PR0510
 PR0510_MARKER: DB = BENCH MARK DISK
 PR0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0510_STAMPING: C 95 1934
 PR0510_MARK LOGO: CGS
 PR0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0510+STABILITY: SURFACE MOTION
 PR0510
 PR0510  HISTORY     - Date     Condition        Report By
 PR0510  HISTORY     - 1934     MONUMENTED       CGS
 PR0510  HISTORY     - 19941006 MARK NOT FOUND   NGS
 PR0510
 PR0510                          STATION DESCRIPTION
 PR0510
 PR0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0510'1.8 MI E FROM HETLAND.
 PR0510'1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0510'FROM THE STATION AT HETLAND, KINGSBURY COUNTY, 67 FEET NORTH
 PR0510'OF MILEPOST 312, 98 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0510'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET LOWER
 PR0510'THAN THE RAIL.  A STANDARD DISK, STAMPED C 95 1934 AND SET IN
 PR0510'THE TOP OF A CONCRETE POST.
 PR0510
 PR0510                          STATION RECOVERY (1994)
 PR0510
 PR0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0510'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1141 ***********************************************************************
 OR1141  DESIGNATION -  C 98 A
 OR1141  PID         -  OR1141
 OR1141  STATE/COUNTY-  SD/CHARLES MIX
 OR1141  COUNTRY     -  US
 OR1141  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1141
 OR1141                         *CURRENT SURVEY CONTROL
 OR1141  ______________________________________________________________________
 OR1141* NAD 83(1986) POSITION- 43 03 53.     (N) 098 33 24.     (W)   SCALED
 OR1141* NAVD 88 ORTHO HEIGHT -   425.692 (meters)     1396.62  (feet) ADJUSTED
 OR1141  ______________________________________________________________________
 OR1141  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 OR1141  DYNAMIC HEIGHT  -        425.551 (meters)     1396.16  (feet) COMP
 OR1141  MODELED GRAVITY -    980,275.3   (mgal)                       NAVD 88
 OR1141
 OR1141  VERT ORDER      -  FIRST     CLASS II
 OR1141
 OR1141.The horizontal coordinates were scaled from a map and have
 OR1141.an estimated accuracy of +/- 6 seconds.
 OR1141
 OR1141.The orthometric height was determined by differential leveling and
 OR1141.adjusted by the NATIONAL GEODETIC SURVEY
 OR1141.in June 1994.
 OR1141
 OR1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1141.GEOID18 height accuracy estimate available here.
 OR1141
 OR1141.Click photographs - Photos may exist for this station.
 OR1141
 OR1141.The dynamic height is computed by dividing the NAVD 88
 OR1141.geopotential number by the normal gravity value computed on the
 OR1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1141.degrees latitude (g = 980.6199 gals.).
 OR1141
 OR1141.The modeled gravity was interpolated from observed gravity values.
 OR1141
 OR1141;                    North         East    Units  Estimated Accuracy
 OR1141;SPC SD S     -    82,800.      744,700.      MT  (+/- 180 meters Scaled)
 OR1141
 OR1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN360680(NAD 83)
 OR1141
 OR1141                          SUPERSEDED SURVEY CONTROL
 OR1141
 OR1141.No superseded survey control is available for this station.
 OR1141
 OR1141_MARKER: P = PIPE CAP
 OR1141_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 OR1141_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1141_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1141+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1141_ROD/PIPE-DEPTH: 3.7 meters
 OR1141
 OR1141  HISTORY     - Date     Condition        Report By
 OR1141  HISTORY     - UNK      MONUMENTED       USACE
 OR1141  HISTORY     - 19930929 GOOD             NGS
 OR1141  HISTORY     - 20121212 GOOD             INDIV
 OR1141
 OR1141                          STATION DESCRIPTION
 OR1141
 OR1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1141'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1141'STATE HIGHWAY 46 IN PICKSTOWN, 17.9 M (58.7 FT) SOUTHEAST OF AND
 OR1141'LEVEL WITH THE HIGHWAY CENTERLINE, 16.1 M (52.8 FT) EAST OF UTILITY
 OR1141'LIGHT POLE NUMBER 43, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 OR1141'NOTE--THE POINT LEVELED IS THE TOP OF AN UNSTAMPED METAL PIPE CAP
 OR1141'THAT IS ATTACHED TO A 2-1/2 IN GALVANIZED STEEL PIPE ENCASED IN A
 OR1141'9-INCH METAL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A LOCKED
 OR1141'METAL COVER.
 OR1141
 OR1141                          STATION RECOVERY (2012)
 OR1141
 OR1141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0255 ***********************************************************************
 OR0255  DESIGNATION -  CA 1/1
 OR0255  PID         -  OR0255
 OR0255  STATE/COUNTY-  SD/CHARLES MIX
 OR0255  COUNTRY     -  US
 OR0255  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0255
 OR0255                         *CURRENT SURVEY CONTROL
 OR0255  ______________________________________________________________________
 OR0255* NAD 83(1986) POSITION- 43 05 50.     (N) 098 32 46.     (W)   SCALED
 OR0255* NAVD 88 ORTHO HEIGHT -   447.821 (meters)     1469.23  (feet) ADJUSTED
 OR0255  ______________________________________________________________________
 OR0255  GEOID HEIGHT    -        -26.294 (meters)                     GEOID18
 OR0255  DYNAMIC HEIGHT  -        447.676 (meters)     1468.75  (feet) COMP
 OR0255  MODELED GRAVITY -    980,283.2   (mgal)                       NAVD 88
 OR0255
 OR0255  VERT ORDER      -  FIRST     CLASS II
 OR0255
 OR0255.The horizontal coordinates were scaled from a map and have
 OR0255.an estimated accuracy of +/- 6 seconds.
 OR0255
 OR0255.The orthometric height was determined by differential leveling and
 OR0255.adjusted by the NATIONAL GEODETIC SURVEY
 OR0255.in June 1991.
 OR0255
 OR0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0255.GEOID18 height accuracy estimate available here.
 OR0255
 OR0255.Click photographs - Photos may exist for this station.
 OR0255
 OR0255.The dynamic height is computed by dividing the NAVD 88
 OR0255.geopotential number by the normal gravity value computed on the
 OR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0255.degrees latitude (g = 980.6199 gals.).
 OR0255
 OR0255.The modeled gravity was interpolated from observed gravity values.
 OR0255
 OR0255;                    North         East    Units  Estimated Accuracy
 OR0255;SPC SD S     -    86,430.      745,480.      MT  (+/- 180 meters Scaled)
 OR0255
 OR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369717(NAD 83)
 OR0255
 OR0255                          SUPERSEDED SURVEY CONTROL
 OR0255
 OR0255  NGVD 29 (??/??/92)  447.520  (m)         1468.24   (f) ADJ UNCH    1 2
 OR0255
 OR0255.Superseded values are not recommended for survey control.
 OR0255
 OR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0255.See file dsdata.pdf to determine how the superseded data were derived.
 OR0255
 OR0255_MARKER: DD = SURVEY DISK
 OR0255_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0255_STAMPING: CA1/1
 OR0255_MARK LOGO: USACE
 OR0255_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0255+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0255
 OR0255  HISTORY     - Date     Condition        Report By
 OR0255  HISTORY     - UNK      MONUMENTED       USACE
 OR0255  HISTORY     - 1949     GOOD             CGS
 OR0255  HISTORY     - 20121212 GOOD             INDIV
 OR0255
 OR0255                          STATION DESCRIPTION
 OR0255
 OR0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0255'2.1 MI N FROM PICKSTOWN.
 OR0255'2.1 MILES NORTH ALONG THE ACCESS HIGHWAY FROM THE JUNCTION OF
 OR0255'THE ACCESS HIGHWAY WITH LEWIS AVENUE AT PICKSTOWN, IN THE
 OR0255'NORTHWEST QUARTER OF A ROAD CROSSING, 73.5 FEET NORTH OF TELEPHONE
 OR0255'POLE NO. 605, 73 FEET NORTH NORTHEAST OF BENCH MARK AA4, 63 FEET
 OR0255'WEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTH OF THE
 OR0255'CENTER LINE OF A DIRT ROAD LEADING WEST, 8 FEET NORTHEAST OF A
 OR0255'CORNER FENCE POST, 3.3 FEET EAST OF A FENCE, 2.2 FEET NORTHWEST
 OR0255'OF A GUARD POST, 2.2 FEET SOUTHWEST OF A GUARD POST, SET IN THE
 OR0255'TOP OF A CONCRETE POST AT A DEPTH OF 10 FEET.  THE DISK BEING
 OR0255'BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL AND
 OR0255'ABOUT LEVEL WITH THE GROUND.
 OR0255
 OR0255                          STATION RECOVERY (2012)
 OR0255
 OR0255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0221 ***********************************************************************
 OR0221  DESIGNATION -  CA 1/3
 OR0221  PID         -  OR0221
 OR0221  STATE/COUNTY-  SD/CHARLES MIX
 OR0221  COUNTRY     -  US
 OR0221  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0221
 OR0221                         *CURRENT SURVEY CONTROL
 OR0221  ______________________________________________________________________
 OR0221* NAD 83(1986) POSITION- 43 10 07.     (N) 098 42 22.     (W)   SCALED
 OR0221* NAVD 88 ORTHO HEIGHT -   460.599 (meters)     1511.15  (feet) ADJUSTED
 OR0221  ______________________________________________________________________
 OR0221  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OR0221  DYNAMIC HEIGHT  -        460.444 (meters)     1510.64  (feet) COMP
 OR0221  MODELED GRAVITY -    980,270.5   (mgal)                       NAVD 88
 OR0221
 OR0221  VERT ORDER      -  FIRST     CLASS II
 OR0221
 OR0221.The horizontal coordinates were scaled from a map and have
 OR0221.an estimated accuracy of +/- 6 seconds.
 OR0221
 OR0221.The orthometric height was determined by differential leveling and
 OR0221.adjusted by the NATIONAL GEODETIC SURVEY
 OR0221.in June 1991.
 OR0221
 OR0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0221.GEOID18 height accuracy estimate available here.
 OR0221
 OR0221.Click photographs - Photos may exist for this station.
 OR0221
 OR0221.The dynamic height is computed by dividing the NAVD 88
 OR0221.geopotential number by the normal gravity value computed on the
 OR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0221.degrees latitude (g = 980.6199 gals.).
 OR0221
 OR0221.The modeled gravity was interpolated from observed gravity values.
 OR0221
 OR0221;                    North         East    Units  Estimated Accuracy
 OR0221;SPC SD S     -    94,090.      732,310.      MT  (+/- 180 meters Scaled)
 OR0221
 OR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238795(NAD 83)
 OR0221
 OR0221                          SUPERSEDED SURVEY CONTROL
 OR0221
 OR0221  NGVD 29 (??/??/92)  460.283  (m)         1510.11   (f) ADJ UNCH    1 2
 OR0221
 OR0221.Superseded values are not recommended for survey control.
 OR0221
 OR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0221.See file dsdata.pdf to determine how the superseded data were derived.
 OR0221
 OR0221_MARKER: DD = SURVEY DISK
 OR0221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0221_STAMPING: CA1/3
 OR0221_MARK LOGO: USACE
 OR0221_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0221
 OR0221  HISTORY     - Date     Condition        Report By
 OR0221  HISTORY     - UNK      MONUMENTED       USACE
 OR0221  HISTORY     - 1949     GOOD             CGS
 OR0221  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0221
 OR0221                          STATION DESCRIPTION
 OR0221
 OR0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0221'6.9 MI E FROM WHEELER.
 OR0221'6.9 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0221'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, AT
 OR0221'THE SOUTH POINT OF THE JUNCTION OF U.S. HIGHWAY NO. 18 WITH
 OR0221'STATE HIGHWAY NO. 50 LEADING NORTH, 120 FEET EAST OF THE CENTER
 OR0221'LINE OF U.S. HIGHWAY NO. 18, 6.5 FEET NORTHWEST OF A REFERENCE
 OR0221'POST, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE CURVE OF U.S.
 OR0221'HIGHWAY NO. 18, 2 FEET NORTHWEST OF A FENCE, 2.3 FEET WEST OF
 OR0221'A GUARD POST, 2.3 FEET NORTH OF A GUARD POST, 2.3 FEET EAST OF
 OR0221'A GUARD POST, AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF
 OR0221'REINFORCING STEEL SET IN CONCRETE.  THE DISK BEING LEVEL WITH
 OR0221'THE GROUND.
 OR0221
 OR0221                          STATION RECOVERY (1974)
 OR0221
 OR0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0329 ***********************************************************************
 OR0329  DESIGNATION -  CA 1/4
 OR0329  PID         -  OR0329
 OR0329  STATE/COUNTY-  SD/CHARLES MIX
 OR0329  COUNTRY     -  US
 OR0329  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0329
 OR0329                         *CURRENT SURVEY CONTROL
 OR0329  ______________________________________________________________________
 OR0329* NAD 83(1986) POSITION- 43 06 39.     (N) 098 42 26.     (W)   SCALED
 OR0329* NAVD 88 ORTHO HEIGHT -   440.785 (meters)     1446.14  (feet) ADJUSTED
 OR0329  ______________________________________________________________________
 OR0329  GEOID HEIGHT    -        -26.277 (meters)                     GEOID18
 OR0329  DYNAMIC HEIGHT  -        440.633 (meters)     1445.64  (feet) COMP
 OR0329  MODELED GRAVITY -    980,263.5   (mgal)                       NAVD 88
 OR0329
 OR0329  VERT ORDER      -  FIRST     CLASS II
 OR0329
 OR0329.The horizontal coordinates were scaled from a map and have
 OR0329.an estimated accuracy of +/- 6 seconds.
 OR0329
 OR0329.The orthometric height was determined by differential leveling and
 OR0329.adjusted by the NATIONAL GEODETIC SURVEY
 OR0329.in June 1991.
 OR0329
 OR0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0329.GEOID18 height accuracy estimate available here.
 OR0329
 OR0329.Click photographs - Photos may exist for this station.
 OR0329
 OR0329.The dynamic height is computed by dividing the NAVD 88
 OR0329.geopotential number by the normal gravity value computed on the
 OR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0329.degrees latitude (g = 980.6199 gals.).
 OR0329
 OR0329.The modeled gravity was interpolated from observed gravity values.
 OR0329
 OR0329;                    North         East    Units  Estimated Accuracy
 OR0329;SPC SD S     -    87,670.      732,340.      MT  (+/- 180 meters Scaled)
 OR0329
 OR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238731(NAD 83)
 OR0329
 OR0329                          SUPERSEDED SURVEY CONTROL
 OR0329
 OR0329  NGVD 29 (??/??/92)  440.469  (m)         1445.11   (f) ADJ UNCH    1 2
 OR0329
 OR0329.Superseded values are not recommended for survey control.
 OR0329
 OR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0329.See file dsdata.pdf to determine how the superseded data were derived.
 OR0329
 OR0329_MARKER: DD = SURVEY DISK
 OR0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0329_STAMPING: CA 1/4
 OR0329_MARK LOGO: USACE
 OR0329_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0329+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0329
 OR0329  HISTORY     - Date     Condition        Report By
 OR0329  HISTORY     - UNK      MONUMENTED       USACE
 OR0329  HISTORY     - 1949     GOOD             CGS
 OR0329  HISTORY     - 20121212 GOOD             INDIV
 OR0329
 OR0329                          STATION DESCRIPTION
 OR0329
 OR0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0329'8.9 MI SE FROM WHEELER.
 OR0329'5.9 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0329'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, THENCE
 OR0329'3.0 MILES SOUTH ALONG A DIRT ROAD, ABOUT 0.1 MILE SOUTH OF A
 OR0329'SCHOOL, ABOUT 0.05 MILE SOUTH OF A SHARP CURVE WITH TANGENTS
 OR0329'TO THE SOUTH AND EAST, 62.0 FEET WEST OF THE CENTER OF THE ROAD,
 OR0329'26.4 FEET WEST OF A CORNER FENCE POST, 6.0 FEET NORTH OF AN
 OR0329'EAST-WEST FENCE, 2.2 FEET SOUTH OF A GUARD POST, 2.2 FEET
 OR0329'NORTHEAST OF A GUARD POST, 2.3 FEET NORTHWEST OF A GUARD POST,
 OR0329'AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL
 OR0329'SET IN CONCRETE, THE TOP OF THE DISK BEING LEVEL WITH THE GROUND.
 OR0329
 OR0329                          STATION RECOVERY (2012)
 OR0329
 OR0329'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0313 ***********************************************************************
 OR0313  DESIGNATION -  CA 1/6
 OR0313  PID         -  OR0313
 OR0313  STATE/COUNTY-  SD/GREGORY
 OR0313  COUNTRY     -  US
 OR0313  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0313
 OR0313                         *CURRENT SURVEY CONTROL
 OR0313  ______________________________________________________________________
 OR0313* NAD 83(1986) POSITION- 43 01 25.     (N) 098 51 50.     (W)   SCALED
 OR0313* NAVD 88 ORTHO HEIGHT -   589.667 (meters)     1934.60  (feet) ADJUSTED
 OR0313  ______________________________________________________________________
 OR0313  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 OR0313  DYNAMIC HEIGHT  -        589.448 (meters)     1933.88  (feet) COMP
 OR0313  MODELED GRAVITY -    980,230.9   (mgal)                       NAVD 88
 OR0313
 OR0313  VERT ORDER      -  FIRST     CLASS II
 OR0313
 OR0313.The horizontal coordinates were scaled from a map and have
 OR0313.an estimated accuracy of +/- 6 seconds.
 OR0313
 OR0313.The orthometric height was determined by differential leveling and
 OR0313.adjusted by the NATIONAL GEODETIC SURVEY
 OR0313.in June 1991.
 OR0313
 OR0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0313.GEOID18 height accuracy estimate available here.
 OR0313
 OR0313.Click photographs - Photos may exist for this station.
 OR0313
 OR0313.The dynamic height is computed by dividing the NAVD 88
 OR0313.geopotential number by the normal gravity value computed on the
 OR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0313.degrees latitude (g = 980.6199 gals.).
 OR0313
 OR0313.The modeled gravity was interpolated from observed gravity values.
 OR0313
 OR0313;                    North         East    Units  Estimated Accuracy
 OR0313;SPC SD S     -    77,740.      719,760.      MT  (+/- 180 meters Scaled)
 OR0313
 OR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN110634(NAD 83)
 OR0313
 OR0313                          SUPERSEDED SURVEY CONTROL
 OR0313
 OR0313  NGVD 29 (??/??/92)  589.345  (m)         1933.54   (f) ADJ UNCH    1 2
 OR0313
 OR0313.Superseded values are not recommended for survey control.
 OR0313
 OR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0313.See file dsdata.pdf to determine how the superseded data were derived.
 OR0313
 OR0313_MARKER: DD = SURVEY DISK
 OR0313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0313_STAMPING: CA 1/6
 OR0313_MARK LOGO: USACE
 OR0313_PROJECTION: FLUSH
 OR0313_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0313+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0313_ROD/PIPE-DEPTH: 3.0 meters
 OR0313
 OR0313  HISTORY     - Date     Condition        Report By
 OR0313  HISTORY     - UNK      MONUMENTED       USACE
 OR0313  HISTORY     - 1949     GOOD             CGS
 OR0313  HISTORY     - 19931005 GOOD             NGS
 OR0313  HISTORY     - 20130125 GOOD             INDIV
 OR0313
 OR0313                          STATION DESCRIPTION
 OR0313
 OR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0313'1.5 MI E FROM FAIRFAX.
 OR0313'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0313'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 1.0
 OR0313'MILE EAST ALONG STATE HIGHWAY NO. 54, IN THE SOUTHWEST QUARTER OF
 OR0313'A PUBLIC ROAD CROSSING, 44.0 FEET SOUTH OF THE CENTER LINE OF
 OR0313'THE HIGHWAY, 34.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 OR0313'ROAD, 9.6 FEET SOUTH OF BENCH MARK F 1(USED), 15.0 FEET SOUTH
 OR0313'OF A POWER LINE POLE, 1.4 FEET EAST OF A FENCE, 2.3 FEET WEST
 OR0313'OF A GUARD POST, 2.4 FEET NORTH OF A GUARD POST, 2.0 FEET SOUTH
 OR0313'OF A GUARD POST, AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF
 OR0313'REINFORCING STEEL SET IN CONCRETE.  THE DISK BEING LEVEL WITH THE
 OR0313'GROUND.
 OR0313
 OR0313                          STATION RECOVERY (1993)
 OR0313
 OR0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0313'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0313'OF MAIN STREET IN BONESTEEL, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 OR0313'A GRAVELED ROAD, 13.4 M (44.0 FT) SOUTH OF THE CENTER OF A GRAVELED
 OR0313'ROAD, 10.4 M (34.1 FT) WEST OF THE CENTER OF THE ROAD, 2.9 M (9.5 FT)
 OR0313'SOUTH OF BENCH MARK CA 1/6, 0.4 M (1.3 FT) EAST OF A FENCE, NEAR THE
 OR0313'CENTER OF 3 STEEL POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR0313'SURFACE.  NOTE--THE DISK IS AFFIXED TO A 10-FOOT SECTION OF
 OR0313'REINFORCING STEEL IMBEDDED IN CONCRETE.
 OR0313
 OR0313                          STATION RECOVERY (2013)
 OR0313
 OR0313'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0315 ***********************************************************************
 OR0315  DESIGNATION -  CA 1/6 A
 OR0315  PID         -  OR0315
 OR0315  STATE/COUNTY-  SD/GREGORY
 OR0315  COUNTRY     -  US
 OR0315  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0315
 OR0315                         *CURRENT SURVEY CONTROL
 OR0315  ______________________________________________________________________
 OR0315* NAD 83(1986) POSITION- 43 01 01.     (N) 098 51 49.     (W)   SCALED
 OR0315* NAVD 88 ORTHO HEIGHT -   588.069 (meters)     1929.36  (feet) ADJUSTED
 OR0315  ______________________________________________________________________
 OR0315  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 OR0315  DYNAMIC HEIGHT  -        587.850 (meters)     1928.64  (feet) COMP
 OR0315  MODELED GRAVITY -    980,230.5   (mgal)                       NAVD 88
 OR0315
 OR0315  VERT ORDER      -  FIRST     CLASS II
 OR0315
 OR0315.The horizontal coordinates were scaled from a map and have
 OR0315.an estimated accuracy of +/- 6 seconds.
 OR0315
 OR0315.The orthometric height was determined by differential leveling and
 OR0315.adjusted by the NATIONAL GEODETIC SURVEY
 OR0315.in June 1991.
 OR0315
 OR0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0315.GEOID18 height accuracy estimate available here.
 OR0315
 OR0315.Click photographs - Photos may exist for this station.
 OR0315
 OR0315.The dynamic height is computed by dividing the NAVD 88
 OR0315.geopotential number by the normal gravity value computed on the
 OR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0315.degrees latitude (g = 980.6199 gals.).
 OR0315
 OR0315.The modeled gravity was interpolated from observed gravity values.
 OR0315
 OR0315;                    North         East    Units  Estimated Accuracy
 OR0315;SPC SD S     -    77,000.      719,800.      MT  (+/- 180 meters Scaled)
 OR0315
 OR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN111627(NAD 83)
 OR0315
 OR0315                          SUPERSEDED SURVEY CONTROL
 OR0315
 OR0315  NGVD 29 (??/??/92)  587.748  (m)         1928.30   (f) ADJ UNCH    1 2
 OR0315
 OR0315.Superseded values are not recommended for survey control.
 OR0315
 OR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0315.See file dsdata.pdf to determine how the superseded data were derived.
 OR0315
 OR0315_MARKER: DD = SURVEY DISK
 OR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0315_STAMPING: CA1 6A
 OR0315_MARK LOGO: USACE
 OR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0315+STABILITY: SURFACE MOTION
 OR0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0315+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0315
 OR0315  HISTORY     - Date     Condition        Report By
 OR0315  HISTORY     - UNK      MONUMENTED       USACE
 OR0315  HISTORY     - 1949     GOOD             CGS
 OR0315  HISTORY     - 20130125 GOOD             INDIV
 OR0315
 OR0315                          STATION DESCRIPTION
 OR0315
 OR0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0315'1.5 MI SE FROM FAIRFAX.
 OR0315'1.0 MILE EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0315'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, THENCE 0.5 MILE
 OR0315'SOUTH ALONG A GRADED DIRT ROAD, 49.7 FEET NORTH OF A POWER POLE,
 OR0315'36.7 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTH
 OR0315'OF A FENCE LINE LEADING WEST, 1.3 FEET EAST OF THE WEST
 OR0315'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A 10-FOOT CONCRETE
 OR0315'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OR0315
 OR0315                          STATION RECOVERY (2013)
 OR0315
 OR0315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0295 ***********************************************************************
 OR0295  DESIGNATION -  CA 1/7
 OR0295  PID         -  OR0295
 OR0295  STATE/COUNTY-  SD/GREGORY
 OR0295  COUNTRY     -  US
 OR0295  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0295
 OR0295                         *CURRENT SURVEY CONTROL
 OR0295  ______________________________________________________________________
 OR0295* NAD 83(1986) POSITION- 43 01 31.     (N) 098 42 19.     (W)   SCALED
 OR0295* NAVD 88 ORTHO HEIGHT -   552.884 (meters)     1813.92  (feet) ADJUSTED
 OR0295  ______________________________________________________________________
 OR0295  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 OR0295  DYNAMIC HEIGHT  -        552.687 (meters)     1813.27  (feet) COMP
 OR0295  MODELED GRAVITY -    980,246.1   (mgal)                       NAVD 88
 OR0295
 OR0295  VERT ORDER      -  FIRST     CLASS II
 OR0295
 OR0295.The horizontal coordinates were scaled from a map and have
 OR0295.an estimated accuracy of +/- 6 seconds.
 OR0295
 OR0295.The orthometric height was determined by differential leveling and
 OR0295.adjusted by the NATIONAL GEODETIC SURVEY
 OR0295.in June 1991.
 OR0295
 OR0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0295.GEOID18 height accuracy estimate available here.
 OR0295
 OR0295.Click photographs - Photos may exist for this station.
 OR0295
 OR0295.The dynamic height is computed by dividing the NAVD 88
 OR0295.geopotential number by the normal gravity value computed on the
 OR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0295.degrees latitude (g = 980.6199 gals.).
 OR0295
 OR0295.The modeled gravity was interpolated from observed gravity values.
 OR0295
 OR0295;                    North         East    Units  Estimated Accuracy
 OR0295;SPC SD S     -    78,170.      732,690.      MT  (+/- 180 meters Scaled)
 OR0295
 OR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN240636(NAD 83)
 OR0295
 OR0295                          SUPERSEDED SURVEY CONTROL
 OR0295
 OR0295  NGVD 29 (??/??/92)  552.573  (m)         1812.90   (f) ADJ UNCH    1 2
 OR0295
 OR0295.Superseded values are not recommended for survey control.
 OR0295
 OR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0295.See file dsdata.pdf to determine how the superseded data were derived.
 OR0295
 OR0295_MARKER: DD = SURVEY DISK
 OR0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0295_STAMPING: CA1/7
 OR0295_MARK LOGO: USACE
 OR0295_PROJECTION: FLUSH
 OR0295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0295+STABILITY: SURFACE MOTION
 OR0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0295+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0295
 OR0295  HISTORY     - Date     Condition        Report By
 OR0295  HISTORY     - UNK      MONUMENTED       USACE
 OR0295  HISTORY     - 1949     GOOD             CGS
 OR0295  HISTORY     - 20130125 GOOD             INDIV
 OR0295
 OR0295                          STATION DESCRIPTION
 OR0295
 OR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0295'11.4 MI E FROM FAIRFAX.
 OR0295'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0295'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9
 OR0295'MILES EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG
 OR0295'A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 OR0295'ROAD, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, JUST NORTH
 OR0295'OF A CURVE WITH TANGENTS LEADING NORTH AND WEST, 131.0 FEET WEST
 OR0295'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 35.0 FEET EAST OF THE
 OR0295'CENTER LINE OF THE ROAD, 26.0 FEET NORTH OF THE CENTER LINE OF A
 OR0295'PRIVATE ROAD, 2.5 FEET SOUTHEAST OF A GUARD POST, 2.3 FEET WEST
 OR0295'OF A GUARD POST, 2.0 FEET NORTHEAST OF A GUARD POST, AND BOLTED ON
 OR0295'THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL SET IN CONCRETE.
 OR0295'THE DISK BEING LEVEL WITH THE GROUND.
 OR0295
 OR0295                          STATION RECOVERY (2013)
 OR0295
 OR0295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0280 ***********************************************************************
 OR0280  DESIGNATION -  CA 1/8
 OR0280  PID         -  OR0280
 OR0280  STATE/COUNTY-  SD/GREGORY
 OR0280  COUNTRY     -  US
 OR0280  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0280
 OR0280                         *CURRENT SURVEY CONTROL
 OR0280  ______________________________________________________________________
 OR0280* NAD 83(1986) POSITION- 43 02 08.     (N) 098 34 34.     (W)   SCALED
 OR0280* NAVD 88 ORTHO HEIGHT -   409.367 (meters)     1343.06  (feet) ADJUSTED
 OR0280  ______________________________________________________________________
 OR0280  GEOID HEIGHT    -        -26.179 (meters)                     GEOID18
 OR0280  DYNAMIC HEIGHT  -        409.226 (meters)     1342.60  (feet) COMP
 OR0280  MODELED GRAVITY -    980,266.2   (mgal)                       NAVD 88
 OR0280
 OR0280  VERT ORDER      -  FIRST     CLASS II
 OR0280
 OR0280.The horizontal coordinates were scaled from a map and have
 OR0280.an estimated accuracy of +/- 6 seconds.
 OR0280
 OR0280.The orthometric height was determined by differential leveling and
 OR0280.adjusted by the NATIONAL GEODETIC SURVEY
 OR0280.in June 1991.
 OR0280
 OR0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0280.GEOID18 height accuracy estimate available here.
 OR0280
 OR0280.Click photographs - Photos may exist for this station.
 OR0280
 OR0280.The dynamic height is computed by dividing the NAVD 88
 OR0280.geopotential number by the normal gravity value computed on the
 OR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0280.degrees latitude (g = 980.6199 gals.).
 OR0280
 OR0280.The modeled gravity was interpolated from observed gravity values.
 OR0280
 OR0280;                    North         East    Units  Estimated Accuracy
 OR0280;SPC SD S     -    79,530.      743,190.      MT  (+/- 180 meters Scaled)
 OR0280
 OR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN345648(NAD 83)
 OR0280
 OR0280                          SUPERSEDED SURVEY CONTROL
 OR0280
 OR0280  NGVD 29 (??/??/92)  409.059  (m)         1342.05   (f) ADJ UNCH    1 2
 OR0280
 OR0280.Superseded values are not recommended for survey control.
 OR0280
 OR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0280.See file dsdata.pdf to determine how the superseded data were derived.
 OR0280
 OR0280_MARKER: DD = SURVEY DISK
 OR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0280_STAMPING: CA1/8
 OR0280_MARK LOGO: USACE
 OR0280_PROJECTION: FLUSH
 OR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0280+STABILITY: SURFACE MOTION
 OR0280
 OR0280  HISTORY     - Date     Condition        Report By
 OR0280  HISTORY     - UNK      MONUMENTED       USACE
 OR0280  HISTORY     - 1949     GOOD             CGS
 OR0280  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0280  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0280
 OR0280                          STATION DESCRIPTION
 OR0280
 OR0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0280'20.6 MI E FROM FAIRFAX.
 OR0280'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0280'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0280'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A GRADED
 OR0280'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OR0280'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 OR0280'NORTH ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES EAST ALONG A
 OR0280'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 OR0280'THENCE 1.8 MILES EASTERLY ALONG A GRADED DIRT ROAD, THENCE 1.2
 OR0280'MILES NORTHEASTERLY ALONG A GRADED DIRT ROAD, ABOUT 250.0 FEET
 OR0280'SOUTHEAST OF A SCHOOL BUILDING, 84.0 FEET WEST OF THE CENTER LINE
 OR0280'OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 OR0280'NORTHEAST AND SOUTHEAST, 10.0 FEET NORTHEAST OF THE CENTER LINE
 OR0280'OF THE ROAD LEADING TO THE SCHOOL, 22.3 FEET NORTH OF BENCH MARK
 OR0280'F 20 (USED), 2.0 FEET SOUTHWEST OF A FENCE, 2.3 FEET NORTHEAST
 OR0280'OF A GUARD POST, 2.3 FEET SOUTH OF A GUARD POST, 2.3 FEET NORTHWEST
 OR0280'OF A GUARD POST, AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF
 OR0280'REINFORCING STEEL SET IN CONCRETE.  THE DISK BEING LEVEL WITH THE
 OR0280'GROUND.
 OR0280
 OR0280                          STATION RECOVERY (1962)
 OR0280
 OR0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0280'MARK NOT FOUND.
 OR0280
 OR0280                          STATION RECOVERY (2013)
 OR0280
 OR0280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0254 ***********************************************************************
 OR0254  DESIGNATION -  CA 2/1
 OR0254  PID         -  OR0254
 OR0254  STATE/COUNTY-  SD/CHARLES MIX
 OR0254  COUNTRY     -  US
 OR0254  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0254
 OR0254                         *CURRENT SURVEY CONTROL
 OR0254  ______________________________________________________________________
 OR0254* NAD 83(1986) POSITION- 43 06 15.     (N) 098 32 46.     (W)   SCALED
 OR0254* NAVD 88 ORTHO HEIGHT -   450.554 (meters)     1478.19  (feet) ADJUSTED
 OR0254  ______________________________________________________________________
 OR0254  GEOID HEIGHT    -        -26.305 (meters)                     GEOID18
 OR0254  DYNAMIC HEIGHT  -        450.408 (meters)     1477.71  (feet) COMP
 OR0254  MODELED GRAVITY -    980,283.4   (mgal)                       NAVD 88
 OR0254
 OR0254  VERT ORDER      -  FIRST     CLASS II
 OR0254
 OR0254.The horizontal coordinates were scaled from a map and have
 OR0254.an estimated accuracy of +/- 6 seconds.
 OR0254
 OR0254.The orthometric height was determined by differential leveling and
 OR0254.adjusted by the NATIONAL GEODETIC SURVEY
 OR0254.in June 1991.
 OR0254
 OR0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0254.GEOID18 height accuracy estimate available here.
 OR0254
 OR0254.Click photographs - Photos may exist for this station.
 OR0254
 OR0254.The dynamic height is computed by dividing the NAVD 88
 OR0254.geopotential number by the normal gravity value computed on the
 OR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0254.degrees latitude (g = 980.6199 gals.).
 OR0254
 OR0254.The modeled gravity was interpolated from observed gravity values.
 OR0254
 OR0254;                    North         East    Units  Estimated Accuracy
 OR0254;SPC SD S     -    87,200.      745,470.      MT  (+/- 180 meters Scaled)
 OR0254
 OR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369724(NAD 83)
 OR0254
 OR0254                          SUPERSEDED SURVEY CONTROL
 OR0254
 OR0254  NGVD 29 (??/??/92)  450.253  (m)         1477.21   (f) ADJ UNCH    1 2
 OR0254
 OR0254.Superseded values are not recommended for survey control.
 OR0254
 OR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0254.See file dsdata.pdf to determine how the superseded data were derived.
 OR0254
 OR0254_MARKER: DD = SURVEY DISK
 OR0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0254_STAMPING: CA2/1
 OR0254_MARK LOGO: USACE
 OR0254_PROJECTION: FLUSH
 OR0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0254+STABILITY: SURFACE MOTION
 OR0254
 OR0254  HISTORY     - Date     Condition        Report By
 OR0254  HISTORY     - UNK      MONUMENTED       USACE
 OR0254  HISTORY     - 1949     GOOD             CGS
 OR0254  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0254
 OR0254                          STATION DESCRIPTION
 OR0254
 OR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0254'2.6 MI N FROM PICKSTOWN.
 OR0254'2.6 MILES NORTH ALONG THE ACCESS HIGHWAY FROM THE JUNCTION OF
 OR0254'THE ACCESS HIGHWAY WITH LEWIS AVENUE AT PICKSTOWN, IN THE
 OR0254'SOUTHWEST QUARTER OF A ROAD CROSSING, 64 FEET WEST OF THE CENTER
 OR0254'LINE OF THE HIGHWAY, 11 FEET SOUTH OF THE CENTER LINE OF THE
 OR0254'EAST-WEST ROAD, 4 FEET EAST OF A POINT IN LINE WITH A ROW OF
 OR0254'TELEPHONE POLES, ABOUT ON THE PROJECTED CENTER LINE OF THE ROAD
 OR0254'LEADING EAST AND ACROSS THE RAILROAD TRACK, 2.8 FEET WEST OF A
 OR0254'GUARD POST, 2.6 FEET NORTHEAST OF A GUARD POST, 2.8 FEET SOUTHEAST
 OR0254'OF A GUARD POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 OR0254'OF 10 FEET.  THE DISK BEING LEVEL WITH THE GROUND.  NOTE-- THIS
 OR0254'BENCH MARK IS LOCATED 0.5 MILE SOUTH OF BENCH MARK CA3/1 AND AA3.
 OR0254
 OR0254                          STATION RECOVERY (2013)
 OR0254
 OR0254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0215 ***********************************************************************
 OR0215  DESIGNATION -  CA 2/3
 OR0215  PID         -  OR0215
 OR0215  STATE/COUNTY-  SD/CHARLES MIX
 OR0215  COUNTRY     -  US
 OR0215  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0215
 OR0215                         *CURRENT SURVEY CONTROL
 OR0215  ______________________________________________________________________
 OR0215* NAD 83(1986) POSITION- 43 09 42.     (N) 098 42 23.     (W)   SCALED
 OR0215* NAVD 88 ORTHO HEIGHT -   457.639 (meters)     1501.44  (feet) ADJUSTED
 OR0215  ______________________________________________________________________
 OR0215  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OR0215  DYNAMIC HEIGHT  -        457.484 (meters)     1500.93  (feet) COMP
 OR0215  MODELED GRAVITY -    980,269.9   (mgal)                       NAVD 88
 OR0215
 OR0215  VERT ORDER      -  FIRST     CLASS II
 OR0215
 OR0215.The horizontal coordinates were scaled from a map and have
 OR0215.an estimated accuracy of +/- 6 seconds.
 OR0215
 OR0215.The orthometric height was determined by differential leveling and
 OR0215.adjusted by the NATIONAL GEODETIC SURVEY
 OR0215.in June 1991.
 OR0215
 OR0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0215.GEOID18 height accuracy estimate available here.
 OR0215
 OR0215.Click photographs - Photos may exist for this station.
 OR0215
 OR0215.The dynamic height is computed by dividing the NAVD 88
 OR0215.geopotential number by the normal gravity value computed on the
 OR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0215.degrees latitude (g = 980.6199 gals.).
 OR0215
 OR0215.The modeled gravity was interpolated from observed gravity values.
 OR0215
 OR0215;                    North         East    Units  Estimated Accuracy
 OR0215;SPC SD S     -    93,320.      732,300.      MT  (+/- 180 meters Scaled)
 OR0215
 OR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238788(NAD 83)
 OR0215
 OR0215                          SUPERSEDED SURVEY CONTROL
 OR0215
 OR0215  NGVD 29 (??/??/92)  457.322  (m)         1500.40   (f) ADJ UNCH    1 2
 OR0215
 OR0215.Superseded values are not recommended for survey control.
 OR0215
 OR0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0215.See file dsdata.pdf to determine how the superseded data were derived.
 OR0215
 OR0215_MARKER: DD = SURVEY DISK
 OR0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0215_STAMPING: CA2/3
 OR0215_MARK LOGO: USACE
 OR0215_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0215
 OR0215  HISTORY     - Date     Condition        Report By
 OR0215  HISTORY     - UNK      MONUMENTED       USACE
 OR0215  HISTORY     - 1949     GOOD             CGS
 OR0215  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0215
 OR0215                          STATION DESCRIPTION
 OR0215
 OR0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0215'6.4 MI E FROM WHEELER.
 OR0215'6.4 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0215'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, 0.5
 OR0215'MILE SOUTH ALONG THE HIGHWAY FROM THE JUNCTION OF U.S. HIGHWAY
 OR0215'NO. 18 WITH STATE HIGHWAY NO. 50, IN THE NORTHWEST CORNER OF A
 OR0215'CULTIVATED FIELD, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OR0215'10 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD LEADING EAST,
 OR0215'4.6 FEET SOUTHEAST OF A CORNER FENCE POST, 2.8 FEET SOUTH OF AN
 OR0215'EAST-WEST FENCE, 4 FEET EAST OF A NORTH-SOUTH FENCE, 2.8 FEET
 OR0215'NORTH OF A GUARD POST, 2.2 FEET WEST OF A GUARD POST, 6.5 FEET
 OR0215'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 OR0215'POST AT A DEPTH OF 10 FEET.  THE DISK BEING BOLTED ON THE TOP
 OR0215'OF A 10-FOOT SECTION OF REINFORCING STEEL.
 OR0215
 OR0215                          STATION RECOVERY (2013)
 OR0215
 OR0215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0216 ***********************************************************************
 OR0216  DESIGNATION -  CA 2/3 RESET
 OR0216  PID         -  OR0216
 OR0216  STATE/COUNTY-  SD/CHARLES MIX
 OR0216  COUNTRY     -  US
 OR0216  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0216
 OR0216                         *CURRENT SURVEY CONTROL
 OR0216  ______________________________________________________________________
 OR0216* NAD 83(1986) POSITION- 43 09 42.     (N) 098 42 23.     (W)   SCALED
 OR0216* NAVD 88 ORTHO HEIGHT -   457.58  (meters)     1501.2   (feet) RESET
 OR0216  ______________________________________________________________________
 OR0216  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OR0216  VERT ORDER      -  THIRD
 OR0216
 OR0216.The horizontal coordinates were scaled from a map and have
 OR0216.an estimated accuracy of +/- 6 seconds.
 OR0216
 OR0216.The orthometric height was computed from unverified reset data.
 OR0216
 OR0216.No vertical observational check was made to the station.
 OR0216
 OR0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0216.GEOID18 height accuracy estimate available here.
 OR0216
 OR0216.Click photographs - Photos may exist for this station.
 OR0216
 OR0216;                    North         East    Units  Estimated Accuracy
 OR0216;SPC SD S     -    93,320.      732,300.      MT  (+/- 180 meters Scaled)
 OR0216
 OR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238788(NAD 83)
 OR0216
 OR0216                          SUPERSEDED SURVEY CONTROL
 OR0216
 OR0216  NGVD 29 (04/17/07)  457.26   (m)         1500.2    (f) RESET       3  
 OR0216
 OR0216.Superseded values are not recommended for survey control.
 OR0216
 OR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0216.See file dsdata.pdf to determine how the superseded data were derived.
 OR0216
 OR0216_MARKER: DV = VERTICAL CONTROL DISK
 OR0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0216_STAMPING: CA2/3 C OF E RESET 1974
 OR0216_MARK LOGO: NGS
 OR0216_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0216+STABILITY: SURFACE MOTION
 OR0216
 OR0216  HISTORY     - Date     Condition        Report By
 OR0216  HISTORY     - 1974     MONUMENTED       NGS
 OR0216
 OR0216                          STATION DESCRIPTION
 OR0216
 OR0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OR0216'6.6 MI S FROM GEDDES.
 OR0216'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 50 AND THE ROAD
 OR0216'LEADING EAST 1/2 MILE TO GEDDES, GO SOUTH ON HIGHWAY 50 FOR 6.0
 OR0216'MILES TO WHERE IT MAKES A LONG CURVE TO THE EAST, AND A JUNCTION
 OR0216'WITH A GRAVELED ROAD LEADING SOUTH, GO SOUTH ON THE GRAVELED
 OR0216'ROAD 0.6 MILE TO A T FENCE CORNER ON THE LEFT WITH TWO WIRE
 OR0216'GATES, AND THE MARK 82 FEET EAST OF THE CENTER OF THE ROAD,
 OR0216'1-FOOT SOUTH OF A PROPERTY LINE FENCE, 1.5 FEET EAST OF A METAL
 OR0216'WITNESS POST, ON PROPERTY OF MR. HAROLD ROBINSON, AND SET IN
 OR0216'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0330 ***********************************************************************
 OR0330  DESIGNATION -  CA 2/4
 OR0330  PID         -  OR0330
 OR0330  STATE/COUNTY-  SD/CHARLES MIX
 OR0330  COUNTRY     -  US
 OR0330  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0330
 OR0330                         *CURRENT SURVEY CONTROL
 OR0330  ______________________________________________________________________
 OR0330* NAD 83(1986) POSITION- 43 06 14.     (N) 098 42 26.     (W)   SCALED
 OR0330* NAVD 88 ORTHO HEIGHT -   428.946 (meters)     1407.30  (feet) ADJUSTED
 OR0330  ______________________________________________________________________
 OR0330  GEOID HEIGHT    -        -26.268 (meters)                     GEOID18
 OR0330  DYNAMIC HEIGHT  -        428.798 (meters)     1406.81  (feet) COMP
 OR0330  MODELED GRAVITY -    980,262.4   (mgal)                       NAVD 88
 OR0330
 OR0330  VERT ORDER      -  FIRST     CLASS II
 OR0330
 OR0330.The horizontal coordinates were scaled from a map and have
 OR0330.an estimated accuracy of +/- 6 seconds.
 OR0330
 OR0330.The orthometric height was determined by differential leveling and
 OR0330.adjusted by the NATIONAL GEODETIC SURVEY
 OR0330.in June 1991.
 OR0330
 OR0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0330.GEOID18 height accuracy estimate available here.
 OR0330
 OR0330.Click photographs - Photos may exist for this station.
 OR0330
 OR0330.The dynamic height is computed by dividing the NAVD 88
 OR0330.geopotential number by the normal gravity value computed on the
 OR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0330.degrees latitude (g = 980.6199 gals.).
 OR0330
 OR0330.The modeled gravity was interpolated from observed gravity values.
 OR0330
 OR0330;                    North         East    Units  Estimated Accuracy
 OR0330;SPC SD S     -    86,900.      732,360.      MT  (+/- 180 meters Scaled)
 OR0330
 OR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238723(NAD 83)
 OR0330
 OR0330                          SUPERSEDED SURVEY CONTROL
 OR0330
 OR0330  NGVD 29 (??/??/92)  428.630  (m)         1406.26   (f) ADJ UNCH    1 2
 OR0330
 OR0330.Superseded values are not recommended for survey control.
 OR0330
 OR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0330.See file dsdata.pdf to determine how the superseded data were derived.
 OR0330
 OR0330_MARKER: DD = SURVEY DISK
 OR0330_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0330_SP_SET: STEEL
 OR0330_STAMPING: CA2/4
 OR0330_MARK LOGO: USACE
 OR0330_PROJECTION: FLUSH
 OR0330_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0330_ROD/PIPE-DEPTH: 3.0 meters
 OR0330
 OR0330  HISTORY     - Date     Condition        Report By
 OR0330  HISTORY     - UNK      MONUMENTED       USACE
 OR0330  HISTORY     - 1949     GOOD             CGS
 OR0330  HISTORY     - 1963     POOR             USGS
 OR0330  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0330
 OR0330                          STATION DESCRIPTION
 OR0330
 OR0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0330'9.4 MI SE FROM WHEELER.
 OR0330'5.9 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0330'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, THENCE
 OR0330'3.5 MILES SOUTH ALONG A DIRT ROAD, AT A T-JUNCTION OF THE
 OR0330'NORTH-SOUTH ROAD AND A DIRT ROAD LEADING EAST, 65.0 FEET WEST
 OR0330'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, IN THE NORTHEAST
 OR0330'CORNER OF A SMALL ORCHARD, 7.0 FEET SOUTHWEST OF A CORNER FENCE
 OR0330'POST, 4.0 FEET SOUTH OF AN EAST-WEST FENCE, 5.7 FEET WEST OF A
 OR0330'NORTH-SOUTH FENCE, 2.2 FEET SOUTHEAST OF A GUARD POST, 2.3 FEET
 OR0330'NORTHWEST OF A GUARD POST, 2.2 FEET SOUTHWEST OF A GUARD POST,
 OR0330'AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING
 OR0330'STEEL SET IN CONCRETE, THE TOP OF THE DISK BEING LEVEL WITH THE
 OR0330'GROUND.  NOTE-- BENCH MARK IS IN CULTIVATED FIELD AND HAS BEEN
 OR0330'IT BY FARM IMPLEMENTS.  PROBABLY GOOD AS A FOURTH ORDER
 OR0330'ELEVATION.
 OR0330
 OR0330                          STATION RECOVERY (1963)
 OR0330
 OR0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0330'MARK RECOVERED IN POOR CONDITION.
 OR0330
 OR0330                          STATION RECOVERY (2013)
 OR0330
 OR0330'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0312 ***********************************************************************
 OR0312  DESIGNATION -  CA 2/6
 OR0312  PID         -  OR0312
 OR0312  STATE/COUNTY-  SD/GREGORY
 OR0312  COUNTRY     -  US
 OR0312  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0312
 OR0312                         *CURRENT SURVEY CONTROL
 OR0312  ______________________________________________________________________
 OR0312* NAD 83(1986) POSITION- 43 01 27.     (N) 098 51 13.     (W)   SCALED
 OR0312* NAVD 88 ORTHO HEIGHT -   587.472 (meters)     1927.40  (feet) ADJUSTED
 OR0312  ______________________________________________________________________
 OR0312  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 OR0312  DYNAMIC HEIGHT  -        587.254 (meters)     1926.68  (feet) COMP
 OR0312  MODELED GRAVITY -    980,231.2   (mgal)                       NAVD 88
 OR0312
 OR0312  VERT ORDER      -  FIRST     CLASS II
 OR0312
 OR0312.The horizontal coordinates were scaled from a map and have
 OR0312.an estimated accuracy of +/- 6 seconds.
 OR0312
 OR0312.The orthometric height was determined by differential leveling and
 OR0312.adjusted by the NATIONAL GEODETIC SURVEY
 OR0312.in June 1991.
 OR0312
 OR0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0312.GEOID18 height accuracy estimate available here.
 OR0312
 OR0312.Click photographs - Photos may exist for this station.
 OR0312
 OR0312.The dynamic height is computed by dividing the NAVD 88
 OR0312.geopotential number by the normal gravity value computed on the
 OR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0312.degrees latitude (g = 980.6199 gals.).
 OR0312
 OR0312.The modeled gravity was interpolated from observed gravity values.
 OR0312
 OR0312;                    North         East    Units  Estimated Accuracy
 OR0312;SPC SD S     -    77,820.      720,600.      MT  (+/- 180 meters Scaled)
 OR0312
 OR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN119635(NAD 83)
 OR0312
 OR0312                          SUPERSEDED SURVEY CONTROL
 OR0312
 OR0312  NGVD 29 (??/??/92)  587.151  (m)         1926.34   (f) ADJ UNCH    1 2
 OR0312
 OR0312.Superseded values are not recommended for survey control.
 OR0312
 OR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0312.See file dsdata.pdf to determine how the superseded data were derived.
 OR0312
 OR0312_MARKER: DD = SURVEY DISK
 OR0312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0312_SP_SET: STEEL
 OR0312_STAMPING: CA2/6
 OR0312_MARK LOGO: USACE
 OR0312_PROJECTION: FLUSH
 OR0312_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0312_ROD/PIPE-DEPTH: 3.0 meters
 OR0312
 OR0312  HISTORY     - Date     Condition        Report By
 OR0312  HISTORY     - UNK      MONUMENTED       USACE
 OR0312  HISTORY     - 1949     GOOD             CGS
 OR0312  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0312  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0312
 OR0312                          STATION DESCRIPTION
 OR0312
 OR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0312'2 MI E FROM FAIRFAX.
 OR0312'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0312'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 1.5 MILES
 OR0312'EAST ALONG STATE HIGHWAY NO. 54, IN THE NORTHEAST CORNER OF A
 OR0312'CULTIVATED FIELD, 68.0 FEET SOUTH OF A TELEPHONE POLE ON THE
 OR0312'NORTH SIDE OF THE HIGHWAY AND LOCATED 14.0 FEET WEST OF THE CENTER
 OR0312'LINE OF A GATE, 36.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0312'3.0 FEET SOUTH OF AN EAST-WEST FENCE, 2.5 FEET WEST OF A
 OR0312'NORTH-SOUTH FENCE, 2.8 FEET NORTH OF A GUARD POST, 2.0 FEET
 OR0312'SOUTHWEST OF A GUARD POST, 2.5 FEET SOUTHEAST OF A GUARD POST, AND
 OR0312'BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL
 OR0312'SET IN CONCRETE.  THE DISK IS BEING LEVEL WITH THE GROUND.
 OR0312
 OR0312                          STATION RECOVERY (1993)
 OR0312
 OR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0312'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0312
 OR0312                          STATION RECOVERY (2013)
 OR0312
 OR0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0312'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0314 ***********************************************************************
 OR0314  DESIGNATION -  CA 2/6 A
 OR0314  PID         -  OR0314
 OR0314  STATE/COUNTY-  SD/GREGORY
 OR0314  COUNTRY     -  US
 OR0314  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0314
 OR0314                         *CURRENT SURVEY CONTROL
 OR0314  ______________________________________________________________________
 OR0314* NAD 83(1986) POSITION- 43 01 27.     (N) 098 51 49.     (W)   SCALED
 OR0314* NAVD 88 ORTHO HEIGHT -   589.621 (meters)     1934.45  (feet) ADJUSTED
 OR0314  ______________________________________________________________________
 OR0314  GEOID HEIGHT    -        -25.936 (meters)                     GEOID18
 OR0314  DYNAMIC HEIGHT  -        589.403 (meters)     1933.73  (feet) COMP
 OR0314  MODELED GRAVITY -    980,230.9   (mgal)                       NAVD 88
 OR0314
 OR0314  VERT ORDER      -  FIRST     CLASS II
 OR0314
 OR0314.The horizontal coordinates were scaled from a map and have
 OR0314.an estimated accuracy of +/- 6 seconds.
 OR0314
 OR0314.The orthometric height was determined by differential leveling and
 OR0314.adjusted by the NATIONAL GEODETIC SURVEY
 OR0314.in June 1991.
 OR0314
 OR0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0314.GEOID18 height accuracy estimate available here.
 OR0314
 OR0314.Click photographs - Photos may exist for this station.
 OR0314
 OR0314.The dynamic height is computed by dividing the NAVD 88
 OR0314.geopotential number by the normal gravity value computed on the
 OR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0314.degrees latitude (g = 980.6199 gals.).
 OR0314
 OR0314.The modeled gravity was interpolated from observed gravity values.
 OR0314
 OR0314;                    North         East    Units  Estimated Accuracy
 OR0314;SPC SD S     -    77,810.      719,790.      MT  (+/- 180 meters Scaled)
 OR0314
 OR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN111635(NAD 83)
 OR0314
 OR0314                          SUPERSEDED SURVEY CONTROL
 OR0314
 OR0314  NGVD 29 (??/??/92)  589.300  (m)         1933.40   (f) ADJ UNCH    1 2
 OR0314
 OR0314.Superseded values are not recommended for survey control.
 OR0314
 OR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0314.See file dsdata.pdf to determine how the superseded data were derived.
 OR0314
 OR0314_MARKER: DD = SURVEY DISK
 OR0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0314_STAMPING: CA2/6A
 OR0314_MARK LOGO: USACE
 OR0314_PROJECTION: FLUSH
 OR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0314+STABILITY: SURFACE MOTION
 OR0314
 OR0314  HISTORY     - Date     Condition        Report By
 OR0314  HISTORY     - UNK      MONUMENTED       USACE
 OR0314  HISTORY     - 1949     GOOD             CGS
 OR0314  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0314
 OR0314                          STATION DESCRIPTION
 OR0314
 OR0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0314'1 MI E FROM FAIRFAX.
 OR0314'1.0 MILE EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0314'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, AT A ROAD
 OR0314'INTERSECTION, 83.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0314'33.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.5
 OR0314'FEET EAST OF A FENCE, MIDWAY BETWEEN THREE REFERENCE POSTS, AND
 OR0314'SET IN THE TOP OF A 10-FOOT CONCRETE POST WHICH IS FLUSH WITH THE
 OR0314'GROUND.
 OR0314
 OR0314                          STATION RECOVERY (2013)
 OR0314
 OR0314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0294 ***********************************************************************
 OR0294  DESIGNATION -  CA 2/7
 OR0294  PID         -  OR0294
 OR0294  STATE/COUNTY-  SD/GREGORY
 OR0294  COUNTRY     -  US
 OR0294  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0294
 OR0294                         *CURRENT SURVEY CONTROL
 OR0294  ______________________________________________________________________
 OR0294* NAD 83(1986) POSITION- 43 01 53.     (N) 098 42 19.     (W)   SCALED
 OR0294* NAVD 88 ORTHO HEIGHT -   547.106 (meters)     1794.96  (feet) ADJUSTED
 OR0294  ______________________________________________________________________
 OR0294  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 OR0294  DYNAMIC HEIGHT  -        546.911 (meters)     1794.32  (feet) COMP
 OR0294  MODELED GRAVITY -    980,247.3   (mgal)                       NAVD 88
 OR0294
 OR0294  VERT ORDER      -  FIRST     CLASS II
 OR0294
 OR0294.The horizontal coordinates were scaled from a map and have
 OR0294.an estimated accuracy of +/- 6 seconds.
 OR0294
 OR0294.The orthometric height was determined by differential leveling and
 OR0294.adjusted by the NATIONAL GEODETIC SURVEY
 OR0294.in June 1991.
 OR0294
 OR0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0294.GEOID18 height accuracy estimate available here.
 OR0294
 OR0294.Click photographs - Photos may exist for this station.
 OR0294
 OR0294.The dynamic height is computed by dividing the NAVD 88
 OR0294.geopotential number by the normal gravity value computed on the
 OR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0294.degrees latitude (g = 980.6199 gals.).
 OR0294
 OR0294.The modeled gravity was interpolated from observed gravity values.
 OR0294
 OR0294;                    North         East    Units  Estimated Accuracy
 OR0294;SPC SD S     -    78,850.      732,670.      MT  (+/- 180 meters Scaled)
 OR0294
 OR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN240643(NAD 83)
 OR0294
 OR0294                          SUPERSEDED SURVEY CONTROL
 OR0294
 OR0294  NGVD 29 (??/??/92)  546.794  (m)         1793.94   (f) ADJ UNCH    1 2
 OR0294
 OR0294.Superseded values are not recommended for survey control.
 OR0294
 OR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0294.See file dsdata.pdf to determine how the superseded data were derived.
 OR0294
 OR0294_MARKER: DD = SURVEY DISK
 OR0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0294_STAMPING: CA 2/7
 OR0294_MARK LOGO: USACE
 OR0294_PROJECTION: FLUSH
 OR0294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0294+STABILITY: SURFACE MOTION
 OR0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0294+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0294
 OR0294  HISTORY     - Date     Condition        Report By
 OR0294  HISTORY     - UNK      MONUMENTED       USACE
 OR0294  HISTORY     - 1949     GOOD             CGS
 OR0294  HISTORY     - 19931005 GOOD             NGS
 OR0294  HISTORY     - 20130125 GOOD             INDIV
 OR0294
 OR0294                          STATION DESCRIPTION
 OR0294
 OR0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0294'11.9 MI E FROM FAIRFAX.
 OR0294'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0294'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0294'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A
 OR0294'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OR0294'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 OR0294'NORTH ALONG A GRADED DIRT ROAD, IN THE NORTHEAST CORNER OF A
 OR0294'CULTIVATED FIELD, 40.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OR0294'5.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.5 FEET SOUTH OF AN
 OR0294'EAST-WEST FENCE, 2.8 FEET WEST OF A NORTH-SOUTH FENCE, 3.0 FEET
 OR0294'SOUTHWEST OF A 3-WAY CORNER FENCE POST, 2.3 FEET SOUTHWEST OF
 OR0294'A GUARD POST, 2.3 FEET EAST OF A GUARD POST, 2.3 FEET NORTHWEST
 OR0294'OF A GUARD POST, AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF
 OR0294'REINFORCING STEEL SET IN CONCRETE.  THE DISK BEING LEVEL WITH THE
 OR0294'GROUND.
 OR0294
 OR0294                          STATION RECOVERY (1993)
 OR0294
 OR0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0294'16.4 KM (10.20 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0294'OF STATE HIGHWAY 46 IN PICKSTOWN, THENCE 0.3 KM (0.20 MI) SOUTHERLY
 OR0294'ALONG A TRACK ROAD, 12.2 M (40.0 FT) WEST OF THE ROAD CENTER, 0.9 M
 OR0294'(3.0 FT) SOUTH OF A FENCE, 0.8 M (2.6 FT) WEST OF A FENCE, NEAR THE
 OR0294'CENTER OF 3 STEEL POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR0294'SURFACE.  NOTE--THE DISK IS AFFIXED TO A 10-FOOT SECTION OF
 OR0294'REINFORCING STEEL SET IN CONCRETE.
 OR0294
 OR0294                          STATION RECOVERY (2013)
 OR0294
 OR0294'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0279 ***********************************************************************
 OR0279  DESIGNATION -  CA 2/8
 OR0279  PID         -  OR0279
 OR0279  STATE/COUNTY-  SD/GREGORY
 OR0279  COUNTRY     -  US
 OR0279  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0279
 OR0279                         *CURRENT SURVEY CONTROL
 OR0279  ______________________________________________________________________
 OR0279* NAD 83(1986) POSITION- 43 02 32.     (N) 098 34 00.     (W)   SCALED
 OR0279* NAVD 88 ORTHO HEIGHT -   398.429 (meters)     1307.18  (feet) ADJUSTED
 OR0279  ______________________________________________________________________
 OR0279  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 OR0279  DYNAMIC HEIGHT  -        398.293 (meters)     1306.73  (feet) COMP
 OR0279  MODELED GRAVITY -    980,268.9   (mgal)                       NAVD 88
 OR0279
 OR0279  VERT ORDER      -  FIRST     CLASS II
 OR0279
 OR0279.The horizontal coordinates were scaled from a map and have
 OR0279.an estimated accuracy of +/- 6 seconds.
 OR0279
 OR0279.The orthometric height was determined by differential leveling and
 OR0279.adjusted by the NATIONAL GEODETIC SURVEY
 OR0279.in June 1991.
 OR0279
 OR0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0279.GEOID18 height accuracy estimate available here.
 OR0279
 OR0279.Click photographs - Photos may exist for this station.
 OR0279
 OR0279.The dynamic height is computed by dividing the NAVD 88
 OR0279.geopotential number by the normal gravity value computed on the
 OR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0279.degrees latitude (g = 980.6199 gals.).
 OR0279
 OR0279.The modeled gravity was interpolated from observed gravity values.
 OR0279
 OR0279;                    North         East    Units  Estimated Accuracy
 OR0279;SPC SD S     -    80,280.      743,940.      MT  (+/- 180 meters Scaled)
 OR0279
 OR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN352655(NAD 83)
 OR0279
 OR0279                          SUPERSEDED SURVEY CONTROL
 OR0279
 OR0279  NGVD 29 (??/??/92)  398.124  (m)         1306.18   (f) ADJ UNCH    1 2
 OR0279
 OR0279.Superseded values are not recommended for survey control.
 OR0279
 OR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0279.See file dsdata.pdf to determine how the superseded data were derived.
 OR0279
 OR0279_MARKER: DD = SURVEY DISK
 OR0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0279_STAMPING: CA2/8
 OR0279_MARK LOGO: USACE
 OR0279_PROJECTION: FLUSH
 OR0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0279+STABILITY: SURFACE MOTION
 OR0279
 OR0279  HISTORY     - Date     Condition        Report By
 OR0279  HISTORY     - UNK      MONUMENTED       USACE
 OR0279  HISTORY     - 1949     GOOD             CGS
 OR0279  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0279
 OR0279                          STATION DESCRIPTION
 OR0279
 OR0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0279'21.2 MI E FROM FAIRFAX.
 OR0279'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0279'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0279'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A
 OR0279'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OR0279'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 OR0279'NORTH ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES EAST ALONG A
 OR0279'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 OR0279'THENCE 1.8 MILES EASTERLY ALONG A GRADED DIRT ROAD, THENCE 1.85
 OR0279'MILES NORTHEASTERLY ALONG A GRADED DIRT ROAD, ON THE OUTSIDE OF
 OR0279'A CURVE WITH TANGENTS LEADING EAST AND SOUTH, 45.0 FEET NORTHWEST
 OR0279'OF THE CENTER LINE OF THE ROAD, 24.0 FEET SOUTH OF THE CENTER LINE
 OR0279'OF A FIELD ROAD LEADING WEST, 8.2 FEET SOUTH OF A TELEPHONE POLE,
 OR0279'3.0 FEET EAST OF A FENCE, 2.5 FEET WEST OF A GUARD POST, 2.5 FEET
 OR0279'SOUTHEAST OF A GUARD POST, 2.5 FEET NORTHEAST OF A GUARD POST, AND
 OR0279'BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL SET
 OR0279'IN CONCRETE.  THE DISK BEING LEVEL WITH THE GROUND.
 OR0279
 OR0279                          STATION RECOVERY (2013)
 OR0279
 OR0279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0253 ***********************************************************************
 OR0253  DESIGNATION -  CA 3/1
 OR0253  PID         -  OR0253
 OR0253  STATE/COUNTY-  SD/CHARLES MIX
 OR0253  COUNTRY     -  US
 OR0253  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0253
 OR0253                         *CURRENT SURVEY CONTROL
 OR0253  ______________________________________________________________________
 OR0253* NAD 83(1986) POSITION- 43 06 41.     (N) 098 32 45.     (W)   SCALED
 OR0253* NAVD 88 ORTHO HEIGHT -   455.493 (meters)     1494.40  (feet) ADJUSTED
 OR0253  ______________________________________________________________________
 OR0253  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 OR0253  DYNAMIC HEIGHT  -        455.345 (meters)     1493.91  (feet) COMP
 OR0253  MODELED GRAVITY -    980,283.1   (mgal)                       NAVD 88
 OR0253
 OR0253  VERT ORDER      -  FIRST     CLASS II
 OR0253
 OR0253.The horizontal coordinates were scaled from a map and have
 OR0253.an estimated accuracy of +/- 6 seconds.
 OR0253
 OR0253.The orthometric height was determined by differential leveling and
 OR0253.adjusted by the NATIONAL GEODETIC SURVEY
 OR0253.in June 1991.
 OR0253
 OR0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0253.GEOID18 height accuracy estimate available here.
 OR0253
 OR0253.Click photographs - Photos may exist for this station.
 OR0253
 OR0253.The dynamic height is computed by dividing the NAVD 88
 OR0253.geopotential number by the normal gravity value computed on the
 OR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0253.degrees latitude (g = 980.6199 gals.).
 OR0253
 OR0253.The modeled gravity was interpolated from observed gravity values.
 OR0253
 OR0253;                    North         East    Units  Estimated Accuracy
 OR0253;SPC SD S     -    88,000.      745,470.      MT  (+/- 180 meters Scaled)
 OR0253
 OR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369732(NAD 83)
 OR0253
 OR0253                          SUPERSEDED SURVEY CONTROL
 OR0253
 OR0253  NGVD 29 (??/??/92)  455.191  (m)         1493.41   (f) ADJ UNCH    1 2
 OR0253
 OR0253.Superseded values are not recommended for survey control.
 OR0253
 OR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0253.See file dsdata.pdf to determine how the superseded data were derived.
 OR0253
 OR0253_MARKER: DD = SURVEY DISK
 OR0253_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0253_STAMPING: CA3/1
 OR0253_MARK LOGO: USACE
 OR0253_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0253+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0253
 OR0253  HISTORY     - Date     Condition        Report By
 OR0253  HISTORY     - UNK      MONUMENTED       USACE
 OR0253  HISTORY     - 1949     GOOD             CGS
 OR0253  HISTORY     - 20121212 GOOD             INDIV
 OR0253
 OR0253                          STATION DESCRIPTION
 OR0253
 OR0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0253'3 MI S FROM LAKE ANDES.
 OR0253'3.05 MILES SOUTH ALONG THE ACCESS HIGHWAY FROM THE EAST POINT OF
 OR0253'THE JUNCTION OF THE ACCESS HIGHWAY WITH U.S. HIGHWAY NO. 18 AND
 OR0253'STATE HIGHWAY NO. 50 AT LAKE ANDES, AT A T-JUNCTION OF THE
 OR0253'HIGHWAY AND A GRAVEL ROAD LEADING WEST, 63 FEET WEST OF THE CENTER
 OR0253'LINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF THE
 OR0253'ROAD LEADING WEST, 22 FEET EAST OF BENCH MARK AA3, 5.5 FEET
 OR0253'SOUTHEAST OF A CORNER FENCE POST, 2.9 FEET EAST OF A FENCE, 2.3
 OR0253'FEET SOUTHWEST OF A GUARD POST, 2.3 FEET NORTH OF A GUARD POST,
 OR0253'SET IN THE TOP OF A CONCRETE POT AT A DEPTH OF 10 FEET.  THE DISK
 OR0253'BEING BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL.
 OR0253
 OR0253                          STATION RECOVERY (2012)
 OR0253
 OR0253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0214 ***********************************************************************
 OR0214  DESIGNATION -  CA 3/3
 OR0214  PID         -  OR0214
 OR0214  STATE/COUNTY-  SD/CHARLES MIX
 OR0214  COUNTRY     -  US
 OR0214  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0214
 OR0214                         *CURRENT SURVEY CONTROL
 OR0214  ______________________________________________________________________
 OR0214* NAD 83(1986) POSITION- 43 09 18.     (N) 098 42 24.     (W)   SCALED
 OR0214* NAVD 88 ORTHO HEIGHT -   456.849 (meters)     1498.85  (feet) ADJUSTED
 OR0214  ______________________________________________________________________
 OR0214  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 OR0214  DYNAMIC HEIGHT  -        456.695 (meters)     1498.34  (feet) COMP
 OR0214  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OR0214
 OR0214  VERT ORDER      -  FIRST     CLASS II
 OR0214
 OR0214.The horizontal coordinates were scaled from a map and have
 OR0214.an estimated accuracy of +/- 6 seconds.
 OR0214
 OR0214.The orthometric height was determined by differential leveling and
 OR0214.adjusted by the NATIONAL GEODETIC SURVEY
 OR0214.in June 1991.
 OR0214
 OR0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0214.GEOID18 height accuracy estimate available here.
 OR0214
 OR0214.Click photographs - Photos may exist for this station.
 OR0214
 OR0214.The dynamic height is computed by dividing the NAVD 88
 OR0214.geopotential number by the normal gravity value computed on the
 OR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0214.degrees latitude (g = 980.6199 gals.).
 OR0214
 OR0214.The modeled gravity was interpolated from observed gravity values.
 OR0214
 OR0214;                    North         East    Units  Estimated Accuracy
 OR0214;SPC SD S     -    92,580.      732,290.      MT  (+/- 180 meters Scaled)
 OR0214
 OR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238780(NAD 83)
 OR0214
 OR0214                          SUPERSEDED SURVEY CONTROL
 OR0214
 OR0214  NGVD 29 (??/??/92)  456.532  (m)         1497.81   (f) ADJ UNCH    1 2
 OR0214
 OR0214.Superseded values are not recommended for survey control.
 OR0214
 OR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0214.See file dsdata.pdf to determine how the superseded data were derived.
 OR0214
 OR0214_MARKER: DD = SURVEY DISK
 OR0214_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OR0214+WITH SETTING: INFORMATION.
 OR0214_STAMPING: CA3/3
 OR0214_MARK LOGO: USACE
 OR0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0214
 OR0214  HISTORY     - Date     Condition        Report By
 OR0214  HISTORY     - UNK      MONUMENTED       USACE
 OR0214  HISTORY     - 1949     GOOD             CGS
 OR0214  HISTORY     - 1974     GOOD             NGS
 OR0214  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0214
 OR0214                          STATION DESCRIPTION
 OR0214
 OR0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0214'5.9 MI E FROM WHEELER.
 OR0214'5.9 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0214'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, IN THE
 OR0214'NORTHWEST CORNER OF A SCHOOLYARD, ON THE OUTSIDE OF A CURVE
 OR0214'IN THE HIGHWAY WITH TANGENTS LEADING NORTH AND WEST, 124.7 FEET
 OR0214'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 45
 OR0214'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTHEAST
 OR0214'OF A CORNER FENCE POST, 6.4 FEET SOUTH OF AN EAST-WEST FENCE,
 OR0214'5.8 FEET EAST OF A NORTH-SOUTH FENCE, 7.6 FEET SOUTHEAST OF
 OR0214'BENCH MARK E 142, 2.5 FEET SOUTHEAST OF A GUARD POST, 2.5 FEET
 OR0214'WEST OF A GUARD POST, 295 FEET NORTHEAST OF A GUARD POST, SET
 OR0214'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 10 FEET.  THE DISK
 OR0214'BEING BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING
 OR0214'STEEL.
 OR0214
 OR0214                          STATION RECOVERY (1974)
 OR0214
 OR0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0214'RECOVERED IN GOOD CONDITION.
 OR0214
 OR0214                          STATION RECOVERY (2013)
 OR0214
 OR0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0331 ***********************************************************************
 OR0331  DESIGNATION -  CA 3/4
 OR0331  PID         -  OR0331
 OR0331  STATE/COUNTY-  SD/CHARLES MIX
 OR0331  COUNTRY     -  US
 OR0331  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0331
 OR0331                         *CURRENT SURVEY CONTROL
 OR0331  ______________________________________________________________________
 OR0331* NAD 83(1986) POSITION- 43 05 47.     (N) 098 42 25.     (W)   SCALED
 OR0331* NAVD 88 ORTHO HEIGHT -   422.648 (meters)     1386.64  (feet) ADJUSTED
 OR0331  ______________________________________________________________________
 OR0331  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 OR0331  DYNAMIC HEIGHT  -        422.501 (meters)     1386.16  (feet) COMP
 OR0331  MODELED GRAVITY -    980,261.1   (mgal)                       NAVD 88
 OR0331
 OR0331  VERT ORDER      -  FIRST     CLASS II
 OR0331
 OR0331.The horizontal coordinates were scaled from a map and have
 OR0331.an estimated accuracy of +/- 6 seconds.
 OR0331
 OR0331.The orthometric height was determined by differential leveling and
 OR0331.adjusted by the NATIONAL GEODETIC SURVEY
 OR0331.in June 1991.
 OR0331
 OR0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0331.GEOID18 height accuracy estimate available here.
 OR0331
 OR0331.Click photographs - Photos may exist for this station.
 OR0331
 OR0331.The dynamic height is computed by dividing the NAVD 88
 OR0331.geopotential number by the normal gravity value computed on the
 OR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0331.degrees latitude (g = 980.6199 gals.).
 OR0331
 OR0331.The modeled gravity was interpolated from observed gravity values.
 OR0331
 OR0331;                    North         East    Units  Estimated Accuracy
 OR0331;SPC SD S     -    86,070.      732,400.      MT  (+/- 180 meters Scaled)
 OR0331
 OR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238715(NAD 83)
 OR0331
 OR0331                          SUPERSEDED SURVEY CONTROL
 OR0331
 OR0331  NGVD 29 (??/??/92)  422.332  (m)         1385.60   (f) ADJ UNCH    1 2
 OR0331
 OR0331.Superseded values are not recommended for survey control.
 OR0331
 OR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0331.See file dsdata.pdf to determine how the superseded data were derived.
 OR0331
 OR0331_MARKER: DD = SURVEY DISK
 OR0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OR0331_SP_SET: STEEL
 OR0331_STAMPING: CA3/4
 OR0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0331
 OR0331  HISTORY     - Date     Condition        Report By
 OR0331  HISTORY     - UNK      MONUMENTED       USACE
 OR0331  HISTORY     - 1949     GOOD             CGS
 OR0331  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0331
 OR0331                          STATION DESCRIPTION
 OR0331
 OR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0331'9.9 MI SE FROM WHEELER.
 OR0331'5.9 MILES EAST ALONG U.S. HIGHWAY NO. 18 FROM THE JUNCTION OF
 OR0331'U.S. HIGHWAY NO. 18 WITH U.S. HIGHWAY NO. 281 AT WHEELER, THENCE
 OR0331'4.0 MILES SOUTH ALONG A DIRT ROAD, AT THE SOUTH END OF THE
 OR0331'NORTH-SOUTH SECTION LINE ROAD, AT A T-JUNCTION OF THE SECTION
 OR0331'LINE ROAD AND PRIVATE FIELD ROAD LEADING EAST, 42.0 FEET EAST
 OR0331'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18.0 FEET SOUTH OF
 OR0331'THE CENTER LINE OF THE SIDE ROAD, 5.5 FEET SOUTHEAST OF A CORNER
 OR0331'FENCE POST, 5.4 FEET SOUTH OF AN EAST-WEST FENCE, 3.7 FEET EAST
 OR0331'OF A NORTH-SOUTH FENCE, 2.2 FEET SOUTHEAST OF A GUARD POST, 2.2
 OR0331'FEET WEST OF A GUARD POST, 2.2 FEET NORTHEAST OF A GUARD POST,
 OR0331'AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL
 OR0331'SET IN CONCRETE, THE TOP OF THE DISK BEING LEVEL WITH THE
 OR0331'GROUND.
 OR0331
 OR0331                          STATION RECOVERY (1962)
 OR0331
 OR0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0311 ***********************************************************************
 OR0311  DESIGNATION -  CA 3/6
 OR0311  PID         -  OR0311
 OR0311  STATE/COUNTY-  SD/GREGORY
 OR0311  COUNTRY     -  US
 OR0311  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0311
 OR0311                         *CURRENT SURVEY CONTROL
 OR0311  ______________________________________________________________________
 OR0311* NAD 83(1986) POSITION- 43 01 28.     (N) 098 50 37.     (W)   SCALED
 OR0311* NAVD 88 ORTHO HEIGHT -   585.208 (meters)     1919.97  (feet) ADJUSTED
 OR0311  ______________________________________________________________________
 OR0311  GEOID HEIGHT    -        -25.955 (meters)                     GEOID18
 OR0311  DYNAMIC HEIGHT  -        584.991 (meters)     1919.26  (feet) COMP
 OR0311  MODELED GRAVITY -    980,231.8   (mgal)                       NAVD 88
 OR0311
 OR0311  VERT ORDER      -  FIRST     CLASS II
 OR0311
 OR0311.The horizontal coordinates were scaled from a map and have
 OR0311.an estimated accuracy of +/- 6 seconds.
 OR0311
 OR0311.The orthometric height was determined by differential leveling and
 OR0311.adjusted by the NATIONAL GEODETIC SURVEY
 OR0311.in June 1991.
 OR0311
 OR0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0311.GEOID18 height accuracy estimate available here.
 OR0311
 OR0311.Click photographs - Photos may exist for this station.
 OR0311
 OR0311.The dynamic height is computed by dividing the NAVD 88
 OR0311.geopotential number by the normal gravity value computed on the
 OR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0311.degrees latitude (g = 980.6199 gals.).
 OR0311
 OR0311.The modeled gravity was interpolated from observed gravity values.
 OR0311
 OR0311;                    North         East    Units  Estimated Accuracy
 OR0311;SPC SD S     -    77,870.      721,410.      MT  (+/- 180 meters Scaled)
 OR0311
 OR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN127635(NAD 83)
 OR0311
 OR0311                          SUPERSEDED SURVEY CONTROL
 OR0311
 OR0311  NGVD 29 (??/??/92)  584.887  (m)         1918.92   (f) ADJ UNCH    1 2
 OR0311
 OR0311.Superseded values are not recommended for survey control.
 OR0311
 OR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0311.See file dsdata.pdf to determine how the superseded data were derived.
 OR0311
 OR0311_MARKER: DD = SURVEY DISK
 OR0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OR0311_SP_SET: STEEL
 OR0311_STAMPING: CA3/6
 OR0311_MARK LOGO: USACE
 OR0311_PROJECTION: FLUSH
 OR0311_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0311_ROD/PIPE-DEPTH: 3.0 meters
 OR0311
 OR0311  HISTORY     - Date     Condition        Report By
 OR0311  HISTORY     - UNK      MONUMENTED       USACE
 OR0311  HISTORY     - 1949     GOOD             CGS
 OR0311
 OR0311                          STATION DESCRIPTION
 OR0311
 OR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0311'2.5 MI E FROM FAIRFAX.
 OR0311'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0311'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 2.0
 OR0311'MILES EAST ALONG STATE HIGHWAY NO. 54, IN THE SOUTHWEST QUARTER
 OR0311'OF A ROAD CROSSING, 44.0 FEET SOUTH OF THE CENTER LINE OF THE
 OR0311'HIGHWAY, 28.0 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH
 OR0311'TO A GRAVEL STOCK PILE, 10.0 FEET SOUTH OF A POWER LINE POLE,
 OR0311'61.0 FEET WEST OF BENCH MARK F 2 (USED), 3.0 FEET EAST OF A FENCE,
 OR0311'2.4 FEET WEST OF A GUARD POST, 2.0 FEET NORTHEAST OF A GUARD POST,
 OR0311'2.4 FEET SOUTHEAST OF A GUARD POST, AND BOLTED ON THE TOP OF A
 OR0311'10-FOOT SECTION OF REINFORCING STEEL SET IN CONCRETE.  THE DISK
 OR0311'BEING LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0316 ***********************************************************************
 OR0316  DESIGNATION -  CA 3/6 A
 OR0316  PID         -  OR0316
 OR0316  STATE/COUNTY-  SD/GREGORY
 OR0316  COUNTRY     -  US
 OR0316  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0316
 OR0316                         *CURRENT SURVEY CONTROL
 OR0316  ______________________________________________________________________
 OR0316* NAD 83(1986) POSITION- 43 01 54.     (N) 098 51 49.     (W)   SCALED
 OR0316* NAVD 88 ORTHO HEIGHT -   590.276 (meters)     1936.60  (feet) ADJUSTED
 OR0316  ______________________________________________________________________
 OR0316  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 OR0316  DYNAMIC HEIGHT  -        590.057 (meters)     1935.88  (feet) COMP
 OR0316  MODELED GRAVITY -    980,231.4   (mgal)                       NAVD 88
 OR0316
 OR0316  VERT ORDER      -  FIRST     CLASS II
 OR0316
 OR0316.The horizontal coordinates were scaled from a map and have
 OR0316.an estimated accuracy of +/- 6 seconds.
 OR0316
 OR0316.The orthometric height was determined by differential leveling and
 OR0316.adjusted by the NATIONAL GEODETIC SURVEY
 OR0316.in June 1991.
 OR0316
 OR0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0316.GEOID18 height accuracy estimate available here.
 OR0316
 OR0316.Click photographs - Photos may exist for this station.
 OR0316
 OR0316.The dynamic height is computed by dividing the NAVD 88
 OR0316.geopotential number by the normal gravity value computed on the
 OR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0316.degrees latitude (g = 980.6199 gals.).
 OR0316
 OR0316.The modeled gravity was interpolated from observed gravity values.
 OR0316
 OR0316;                    North         East    Units  Estimated Accuracy
 OR0316;SPC SD S     -    78,640.      719,770.      MT  (+/- 180 meters Scaled)
 OR0316
 OR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN111643(NAD 83)
 OR0316
 OR0316                          SUPERSEDED SURVEY CONTROL
 OR0316
 OR0316  NGVD 29 (??/??/92)  589.953  (m)         1935.54   (f) ADJ UNCH    1 2
 OR0316
 OR0316.Superseded values are not recommended for survey control.
 OR0316
 OR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0316.See file dsdata.pdf to determine how the superseded data were derived.
 OR0316
 OR0316_MARKER: DD = SURVEY DISK
 OR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0316_STAMPING: CA3 6A
 OR0316_MARK LOGO: USACE
 OR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0316+STABILITY: SURFACE MOTION
 OR0316
 OR0316  HISTORY     - Date     Condition        Report By
 OR0316  HISTORY     - UNK      MONUMENTED       USACE
 OR0316  HISTORY     - 1949     GOOD             CGS
 OR0316  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0316  HISTORY     - 20130125 POOR             INDIV
 OR0316
 OR0316                          STATION DESCRIPTION
 OR0316
 OR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0316'1.5 MI NE FROM FAIRFAX.
 OR0316'1.0 MILE EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0316'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, THENCE 0.5 MILE
 OR0316'NORTH ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A PRIVATE
 OR0316'ROAD LEADING WEST, 33.0 FEET WEST OF THE CENTER LINE OF THE
 OR0316'NORTH-SOUTH ROAD, 17.0 FEET SOUTH OF THE CENTER LINE OF THE
 OR0316'PRIVATE ROAD LEADING WEST, 5.9 FEET SOUTH OF A BRACED POWER
 OR0316'POLE, 2.3 FEET WEST OF A FENCE LINE, AND SET IN THE TOP OF A
 OR0316'10-FOOT CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OR0316
 OR0316                          STATION RECOVERY (1993)
 OR0316
 OR0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0316'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0316
 OR0316                          STATION RECOVERY (2013)
 OR0316
 OR0316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0316'CAP IS CRACKED, CONCRETE IS MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0292 ***********************************************************************
 OR0292  DESIGNATION -  CA 3/7
 OR0292  PID         -  OR0292
 OR0292  STATE/COUNTY-  SD/GREGORY
 OR0292  COUNTRY     -  US
 OR0292  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0292
 OR0292                         *CURRENT SURVEY CONTROL
 OR0292  ______________________________________________________________________
 OR0292* NAD 83(1986) POSITION- 43 02 19.     (N) 098 42 19.     (W)   SCALED
 OR0292* NAVD 88 ORTHO HEIGHT -   547.722 (meters)     1796.98  (feet) ADJUSTED
 OR0292  ______________________________________________________________________
 OR0292  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 OR0292  DYNAMIC HEIGHT  -        547.528 (meters)     1796.35  (feet) COMP
 OR0292  MODELED GRAVITY -    980,248.8   (mgal)                       NAVD 88
 OR0292
 OR0292  VERT ORDER      -  FIRST     CLASS II
 OR0292
 OR0292.The horizontal coordinates were scaled from a map and have
 OR0292.an estimated accuracy of +/- 6 seconds.
 OR0292
 OR0292.The orthometric height was determined by differential leveling and
 OR0292.adjusted by the NATIONAL GEODETIC SURVEY
 OR0292.in June 1991.
 OR0292
 OR0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0292.GEOID18 height accuracy estimate available here.
 OR0292
 OR0292.Click photographs - Photos may exist for this station.
 OR0292
 OR0292.The dynamic height is computed by dividing the NAVD 88
 OR0292.geopotential number by the normal gravity value computed on the
 OR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0292.degrees latitude (g = 980.6199 gals.).
 OR0292
 OR0292.The modeled gravity was interpolated from observed gravity values.
 OR0292
 OR0292;                    North         East    Units  Estimated Accuracy
 OR0292;SPC SD S     -    79,650.      732,660.      MT  (+/- 180 meters Scaled)
 OR0292
 OR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN240651(NAD 83)
 OR0292
 OR0292                          SUPERSEDED SURVEY CONTROL
 OR0292
 OR0292  NGVD 29 (??/??/92)  547.411  (m)         1795.96   (f) ADJ UNCH    1 2
 OR0292
 OR0292.Superseded values are not recommended for survey control.
 OR0292
 OR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0292.See file dsdata.pdf to determine how the superseded data were derived.
 OR0292
 OR0292_MARKER: DD = SURVEY DISK
 OR0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0292_STAMPING: CA3/7
 OR0292_MARK LOGO: USACE
 OR0292_PROJECTION: FLUSH
 OR0292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0292+STABILITY: SURFACE MOTION
 OR0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0292+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0292
 OR0292  HISTORY     - Date     Condition        Report By
 OR0292  HISTORY     - UNK      MONUMENTED       USACE
 OR0292  HISTORY     - 1949     GOOD             CGS
 OR0292  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0292  HISTORY     - 20130125 GOOD             INDIV
 OR0292
 OR0292                          STATION DESCRIPTION
 OR0292
 OR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0292'12.4 MI E FROM FAIRFAX.
 OR0292'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0292'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0292'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A
 OR0292'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 OR0292'ROAD, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 OR0292'MILE NORTH ALONG A GRADED DIRT ROAD, ON THE OUTSIDE OF A CURVE
 OR0292'WITH TANGENTS LEADING SOUTH AND EAST, 87.0 FEET NORTHWEST OF THE
 OR0292'CENTER LINE OF THE ROAD, 29.0 FEET EAST OF THE CENTER LINE OF A
 OR0292'TRACK ROAD LEADING NORTH, 10.0 FEET NORTH OF BENCH MARK F 12 (USED),
 OR0292'10.6 FEET NORTH OF A CORNER FENCE POST, 2.4 FEET WEST OF A FENCE,
 OR0292'2.0 FEET EAST OF A GUARD POST, 2.5 FEET SOUTHWEST OF A GUARD
 OR0292'POST, 2.2 FEET NORTHWEST OF A GUARD POST, AND BOLTED ON THE TOP
 OR0292'OF A 10-FOOT SECTION OF REINFORCING STEEL SET IN CONCRETE, THE
 OR0292'DISK BEING LEVEL WITH THE GROUND.
 OR0292
 OR0292                          STATION RECOVERY (1993)
 OR0292
 OR0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0292'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0292
 OR0292                          STATION RECOVERY (2013)
 OR0292
 OR0292'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0278 ***********************************************************************
 OR0278  DESIGNATION -  CA 3/8
 OR0278  PID         -  OR0278
 OR0278  STATE/COUNTY-  SD/GREGORY
 OR0278  COUNTRY     -  US
 OR0278  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0278
 OR0278                         *CURRENT SURVEY CONTROL
 OR0278  ______________________________________________________________________
 OR0278* NAD 83(1986) POSITION- 43 02 32.     (N) 098 33 24.     (W)   SCALED
 OR0278* NAVD 88 ORTHO HEIGHT -   395.833 (meters)     1298.66  (feet) ADJUSTED
 OR0278  ______________________________________________________________________
 OR0278  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 OR0278  DYNAMIC HEIGHT  -        395.698 (meters)     1298.22  (feet) COMP
 OR0278  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OR0278
 OR0278  VERT ORDER      -  FIRST     CLASS II
 OR0278
 OR0278.The horizontal coordinates were scaled from a map and have
 OR0278.an estimated accuracy of +/- 6 seconds.
 OR0278
 OR0278.The orthometric height was determined by differential leveling and
 OR0278.adjusted by the NATIONAL GEODETIC SURVEY
 OR0278.in June 1991.
 OR0278
 OR0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0278.GEOID18 height accuracy estimate available here.
 OR0278
 OR0278.Click photographs - Photos may exist for this station.
 OR0278
 OR0278.The dynamic height is computed by dividing the NAVD 88
 OR0278.geopotential number by the normal gravity value computed on the
 OR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0278.degrees latitude (g = 980.6199 gals.).
 OR0278
 OR0278.The modeled gravity was interpolated from observed gravity values.
 OR0278
 OR0278;                    North         East    Units  Estimated Accuracy
 OR0278;SPC SD S     -    80,300.      744,760.      MT  (+/- 180 meters Scaled)
 OR0278
 OR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN361655(NAD 83)
 OR0278
 OR0278                          SUPERSEDED SURVEY CONTROL
 OR0278
 OR0278  NGVD 29 (??/??/92)  395.528  (m)         1297.66   (f) ADJ UNCH    1 2
 OR0278
 OR0278.Superseded values are not recommended for survey control.
 OR0278
 OR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0278.See file dsdata.pdf to determine how the superseded data were derived.
 OR0278
 OR0278_MARKER: DD = SURVEY DISK
 OR0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0278_STAMPING: CA3/8
 OR0278_MARK LOGO: USACE
 OR0278_PROJECTION: FLUSH
 OR0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0278+STABILITY: SURFACE MOTION
 OR0278
 OR0278  HISTORY     - Date     Condition        Report By
 OR0278  HISTORY     - UNK      MONUMENTED       USACE
 OR0278  HISTORY     - 1949     GOOD             CGS
 OR0278  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0278  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0278
 OR0278                          STATION DESCRIPTION
 OR0278
 OR0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0278'21.8 MI E FROM FAIRFAX.
 OR0278'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0278'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0278'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A
 OR0278'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OR0278'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 OR0278'NORTH ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES EAST ALONG A
 OR0278'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 OR0278'THENCE 1.8 MILES EASTERLY ALONG A GRADED DIRT ROAD, THENCE 2.35
 OR0278'MILES NORTHEASTERLY ALONG A GRADED DIRT ROAD, 0.15 MILE EAST
 OR0278'OF BENCH MARK F 21 (USED), AT A T-JUNCTION OF DIRT ROADS, IN THE
 OR0278'NORTHEAST CORNER OF A CHURCH YARD, 49.0 FEET SOUTH OF THE CENTER
 OR0278'LINE OF THE ROAD LEADING WEST, 47.0 FEET WEST OF THE CENTER LINE
 OR0278'OF THE NORTH-SOUTH ROAD, 39.2 FEET NORTHEAST OF THE NORTHEAST
 OR0278'CORNER OF THE CHURCH, 2.5 FEET WEST OF A GUARD POST, 2.0 FEET
 OR0278'NORTHEAST OF A GUARD POST, 2.5 FEET SOUTHEAST OF A GUARD POST,
 OR0278'AND BOLTED ON THE TOP OF A 10-FOOT SECTION OF REINFORCING STEEL
 OR0278'SET IN CONCRETE.  THE DISK BEING LEVEL WITH THE GROUND.  NOTE-- THIS
 OR0278'BENCH MARK IS 0.8 MILE NORTHWEST OF BENCH MARK K 337.
 OR0278
 OR0278                          STATION RECOVERY (1962)
 OR0278
 OR0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0278'MARK NOT FOUND.
 OR0278
 OR0278                          STATION RECOVERY (2013)
 OR0278
 OR0278'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0834 ***********************************************************************
 QS0834  DESIGNATION -  CADILLAC
 QS0834  PID         -  QS0834
 QS0834  STATE/COUNTY-  SD/CORSON
 QS0834  COUNTRY     -  US
 QS0834  USGS QUAD   -  MAPLE LEAF (2017)
 QS0834
 QS0834                         *CURRENT SURVEY CONTROL
 QS0834  ______________________________________________________________________
 QS0834* NAD 83(1996) POSITION- 45 52 36.13724(N) 100 58 36.06330(W)   ADJUSTED
 QS0834* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 QS0834  ______________________________________________________________________
 QS0834  GEOID HEIGHT    -        -20.997 (meters)                     GEOID18
 QS0834  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 QS0834  HORZ ORDER      -  SECOND
 QS0834
 QS0834.The horizontal coordinates were established by classical geodetic methods
 QS0834.and adjusted by the National Geodetic Survey in January 1998.
 QS0834
 QS0834.The orthometric height was scaled from a topographic map.
 QS0834
 QS0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0834.GEOID18 height accuracy estimate available here.
 QS0834
 QS0834.Click photographs - Photos may exist for this station.
 QS0834
 QS0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0834
 QS0834. The following values were computed from the NAD 83(1996) position.
 QS0834
 QS0834;                    North         East     Units Scale Factor Converg.
 QS0834;SPC SD N     -   227,534.571   524,173.521   MT  1.00004307   -0 41 28.5
 QS0834;SPC SD N     -   746,503.01  1,719,725.96   sFT  1.00004307   -0 41 28.5
 QS0834;UTM  14      - 5,082,248.546   346,602.044   MT  0.99988929   -1 25 09.2
 QS0834
 QS0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0834!SPC SD N     -   0.99990290  x   1.00004307  =   0.99994596
 QS0834!UTM  14      -   0.99990290  x   0.99988929  =   0.99979220
 QS0834
 QS0834:                Primary Azimuth Mark                     Grid Az
 QS0834:SPC SD N     -  CADILLAC AZ MK                           002 08 46.9
 QS0834:UTM  14      -  CADILLAC AZ MK                           002 52 27.6
 QS0834
 QS0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4660282248(NAD 83)
 QS0834
 QS0834|---------------------------------------------------------------------|
 QS0834| PID    Reference Object                     Distance      Geod. Az  |
 QS0834|                                                           dddmmss.s |
 QS0834| CO5315 CADILLAC AZ MK                                     0012718.4 |
 QS0834| CO5316 CADILLAC RM 1                        18.118 METERS 00207     |
 QS0834| CO5317 CADILLAC RM 2                        20.322 METERS 08150     |
 QS0834|---------------------------------------------------------------------|
 QS0834
 QS0834                          SUPERSEDED SURVEY CONTROL
 QS0834
 QS0834  NAD 83(1986)-  45 52 36.12872(N)    100 58 36.05889(W) AD(       ) 2
 QS0834  NAD 27      -  45 52 36.12500(N)    100 58 34.58500(W) AD(       ) 2
 QS0834
 QS0834.Superseded values are not recommended for survey control.
 QS0834
 QS0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0834.See file dsdata.pdf to determine how the superseded data were derived.
 QS0834
 QS0834_MARKER: DS = TRIANGULATION STATION DISK
 QS0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0834_STAMPING: CADILLAC 1952
 QS0834_MARK LOGO: CGS
 QS0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0834+STABILITY: SURFACE MOTION
 QS0834
 QS0834  HISTORY     - Date     Condition        Report By
 QS0834  HISTORY     - 1952     MONUMENTED       CGS
 QS0834  HISTORY     - 19820817 GOOD             NGS
 QS0834
 QS0834                          STATION DESCRIPTION
 QS0834
 QS0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0834'THE STATION IS ON INDIAN ALLOTMENT LAND IN SECTION 11, T 22
 QS0834'N, R 25 E, ABOUT 9 MILES NORTHWEST OF MC LAUGHLIN, 1 MILE
 QS0834'NORTHWEST OF THE CADILLAC SIDING, 0.35 MILE NORTHEAST OF
 QS0834'U.S. HIGHWAY 12, 200 FEET SOUTHWEST OF A FARM HOME, 76 FEET
 QS0834'WEST-NORTHWEST OF A POWERLINE POLE, 33 FEET WEST OF THE CENTER
 QS0834'OF A GRADED DIRT ROAD AND 5 FEET NORTH OF A WHITE 4 IN X 4 IN
 QS0834'WITNESS POST.
 QS0834'
 QS0834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QS0834'AND STATE HIGHWAY 63 AT THE NORTH EDGE OF TOWN OF MC LAUGHLIN, GO
 QS0834'NORTHWESTERLY ON U.S. HIGHWAY 12 FOR 9.45 MILES TO A CROSS
 QS0834'ROAD, TURN RIGHT (NORTH) AND GO FOR 0.35 MILE TO THE STATION
 QS0834'ON THE LEFT AS DESCRIBED.
 QS0834'
 QS0834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 QS0834'GRADED DIRT ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS
 QS0834'DESCRIBED BELOW.
 QS0834'
 QS0834'THE STATION MARK PROJECT 1-INCH AND THE DISK IS STAMPED CADILLAC
 QS0834'1952.
 QS0834'
 QS0834'REFERENCE MARK 1 IS 31 FEET WEST OF THE CENTER OF THE ROAD.
 QS0834'THE MARK PROJECT 1-INCH AND THE DISK IS STAMPED CADILLAC NO
 QS0834'1 1952.
 QS0834'
 QS0834'REFERENCE MARK 2 IS 31.5 FEET NORTH OF A POWERLINE POLE, AND
 QS0834'31 FEET EAST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 QS0834'2 INCHES AND THE DISK IS STAMPED CADILLAC NO 2 1952.
 QS0834'
 QS0834'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF THE ROAD,
 QS0834'9 FEET NORTH OF A POWERLINE POLE AND 1 FOOT WEST OF A FENCE
 QS0834'LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0834'CADILLAC 1952.
 QS0834'
 QS0834'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QS0834
 QS0834                          STATION RECOVERY (1982)
 QS0834
 QS0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QS0834'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QS0834'CONDITION.  THE AZIMUTH MARK WAS RECOVERED TIPPED TO THE SIDE AT ABOUT
 QS0834'A 30 DEGREE ANGLE.  BENCH MARK H 298 WAS OBSERVED AND WILL SUFFICE AS
 QS0834'AN AZIMUTH MARK.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 QS0834'AGREED WITH THE 1952 DATA, WITHIN THE ALLOWABLE.  NEW DESCRIPTIVE TEXT
 QS0834'FOLLOWS.  THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF
 QS0834'MCLAUGHLIN, 0.5 KM (0.30 MI) NORTH OF HIGHWAY 12, ALONG THE WEST SIDE
 QS0834'OF A GRAVELED ROAD.  TO REACH THE STATION FROM MCLAUGHLIN, AT THE
 QS0834'HIGHWAY 12 AND 63 JUNCTION, GO NORTHWEST ON HIGHWAY 12 FOR 8.6 KM
 QS0834'(5.35 MI) TO A FARM ON THE LEFT, WITH SEVERAL METAL GRANNERIES.
 QS0834'CONTINUE NORTHWEST ON THE HIGHWAY FOR 6.1 KM (3.80 MI) TO A CROSSROAD.
 QS0834'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 KM (0.30 MI) TO A
 QS0834'FARM ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION IS A
 QS0834'STANDARD CGS DISK STAMPED--CADILLAC 1952--SET INTO THE TOP OF A ROUND
 QS0834'CONCRETE MONUMENT 12 INCHES(30 CM) IN DIAMETER RECESSED 2 INCES (5 CM)
 QS0834'BELOW THE GROUND.  LOCATED 10.8 METERS (35.4 FT) W FROM THE CENTER OF
 QS0834'A GRAVELED ROAD.  3.6 METERS (11.8 FT) N FROM THE NORTH GATE POST OF A
 QS0834'GATE.  0.50 METERS (1.64 FT) N FROM A METAL WITNESS POST.  0.2 METERS
 QS0834'(0.7 FT) E FROM A FENCE. REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 QS0834'STAMPED--CADILLAC NO 1 1952--, SET INTO THE TOP OF A ROUND CONCRETE
 QS0834'MONUMENT 12 INCHES (30 CM IN DIAMETER FLUSH WITH THE GROUND. LOCATED
 QS0834'10.0 M (23.8 FT) WEST FROM THE CENTER OF THE GRAVELED ROAD, 2.0 M (6.6
 QS0834'FT) SOUTH SOUTHEAST FROM A TELEPHONE BURIED CABLE POST AND CONNECTION
 QS0834'BOX AND 1.1 M (3.6 FT) EAST FROM A FENCE AND 1.6 FT (0.5 M) LOWER THAN
 QS0834'THE STATTION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 QS0834'STAMPED--CADILLAC NO 2 1952--, SET INTO THE TOP OF A ROUND CONCRETE
 QS0834'MONUMENT 12 INCHES (30 CM RECESSED 2 CM (1 IN) BELOW THE GROUND.
 QS0834'LOCATED 11.7 M (38.4 FT) NORTH NORTHWEST OF A POWER POLE, 9.3 M (30.5
 QS0834'FT) EAST FROM THE CENTER OF THE GRAVELED ROAD, 1.2 M (3.9 FT) WEST
 QS0834'FROM A WHITE PAINTED FENCE AND 0.3 M (1,2 FT) LOWER THAN THE STATION.
 QS0834'AZIMUTH MARK NO 2 IS A STANDARD CGS BENCH MARK DISK STAMPED--H 298 194
 QS0834'SET INTO THE TOP OF A SQUARE CONCRETE POST, 25 CM (10 IN) ON SIDE AND
 QS0834'PROJECTING 15 CM (6 IN) ABOVE THE GROUND. IT IS LOCATED 38 M (124.7 FT
 QS0834'NORTH OF THE CENTER OF THE HIGHWAY 13.0 M (42.7 FT) SOUTH OF THE SOUTH
 QS0834'RAIL OF RAILROAD TRACK, 1.75 M (5.7 FT) WEST OF A TELEPHONE POLE AND
 QS0834'0.3 M (1.0 FT) EAST OF A WOODEN WITNESS POST. TO REACH THE AZIMUTH
 QS0834'MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD FOR 0.5 KM (0.3 MI)
 QS0834'TO HIGHWAY 12.  TURN RIGHT AND GO WEST NORTHWEST FOR 1.0 KM (0.6 MI)
 QS0834'TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0914 ***********************************************************************
 QS0914  DESIGNATION -  CAHILL
 QS0914  PID         -  QS0914
 QS0914  STATE/COUNTY-  SD/ZIEBACH
 QS0914  COUNTRY     -  US
 QS0914  USGS QUAD   -  RED ELM (2017)
 QS0914
 QS0914                         *CURRENT SURVEY CONTROL
 QS0914  ______________________________________________________________________
 QS0914* NAD 83(1996) POSITION- 45 04 23.12319(N) 101 51 00.33542(W)   ADJUSTED
 QS0914* NAVD 88 ORTHO HEIGHT -   782.8   (meters)     2568.    (feet) VERTCON3
 QS0914  ______________________________________________________________________
 QS0914  GEOID HEIGHT    -        -19.846 (meters)                     GEOID18
 QS0914  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 QS0914  HORZ ORDER      -  FIRST
 QS0914
 QS0914.The horizontal coordinates were established by classical geodetic methods
 QS0914.and adjusted by the National Geodetic Survey in January 1998.
 QS0914
 QS0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0914
 QS0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0914.GEOID18 height accuracy estimate available here.
 QS0914
 QS0914.Click photographs - Photos may exist for this station.
 QS0914
 QS0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0914
 QS0914. The following values were computed from the NAD 83(1996) position.
 QS0914
 QS0914;                    North         East     Units Scale Factor Converg.
 QS0914;SPC SD N     -   139,429.343   454,333.129   MT  0.99993918   -1 18 33.8
 QS0914;SPC SD N     -   457,444.44  1,490,591.27   sFT  0.99993918   -1 18 33.8
 QS0914;UTM  14      - 4,995,022.021   275,654.951   MT  1.00021891   -2 01 07.4
 QS0914
 QS0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0914!SPC SD N     -   0.99988040  x   0.99993918  =   0.99981959
 QS0914!UTM  14      -   0.99988040  x   1.00021891  =   1.00009928
 QS0914
 QS0914:                Primary Azimuth Mark                     Grid Az
 QS0914:SPC SD N     -  CAHILL AZ MK                             131 47 17.4
 QS0914:UTM  14      -  CAHILL AZ MK                             132 29 51.0
 QS0914
 QS0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7565495022(NAD 83)
 QS0914
 QS0914|---------------------------------------------------------------------|
 QS0914| PID    Reference Object                     Distance      Geod. Az  |
 QS0914|                                                           dddmmss.s |
 QS0914| CS9162 CAHILL RM 1                          18.995 METERS 03633     |
 QS0914| CS9161 CAHILL AZ MK                                       1302843.6 |
 QS0914| CS9163 CAHILL RM 2                          21.550 METERS 30357     |
 QS0914|---------------------------------------------------------------------|
 QS0914
 QS0914                          SUPERSEDED SURVEY CONTROL
 QS0914
 QS0914  NAD 83(1986)-  45 04 23.11506(N)    101 51 00.33479(W) AD(       ) 1
 QS0914  NAD 27      -  45 04 23.18500(N)    101 50 58.76400(W) AD(       ) 1
 QS0914  NGVD 29 (07/19/86)  782.3    (m)         2567.     (f) VERT ANG       
 QS0914
 QS0914.Superseded values are not recommended for survey control.
 QS0914
 QS0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0914.See file dsdata.pdf to determine how the superseded data were derived.
 QS0914
 QS0914_MARKER: DS = TRIANGULATION STATION DISK
 QS0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0914_STAMPING: CAHILL 1938
 QS0914_MARK LOGO: CGS
 QS0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0914+STABILITY: SURFACE MOTION
 QS0914
 QS0914  HISTORY     - Date     Condition        Report By
 QS0914  HISTORY     - 1938     MONUMENTED       CGS
 QS0914  HISTORY     - 1951     GOOD             CGS
 QS0914  HISTORY     - 1952     GOOD             CGS
 QS0914
 QS0914                          STATION DESCRIPTION
 QS0914
 QS0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0914'STATION CAHILL IS LOCATED IN THE NW PART OF SOUTH DAKOTA AND
 QS0914'IN THE CENTRAL PART OF ZIEBACH COUNTY.  IT IS ABOUT 10 MILES
 QS0914'AIRLINE NE OF FAITH, ABOUT 12 MILES AIRLINE W OF DUPREE, ABOUT
 QS0914'3 MILES AIRLINE NW OF RED ELM.
 QS0914'
 QS0914'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0914'BRONZE DISKS SET IN CONCRETE.
 QS0914'
 QS0914'STATION CAHILL IS REACHED FROM THE JOYCE HOTEL IN FAITH BY GOING
 QS0914'E ON U.S. HIGHWAY 212, 11.6 MILES TO A DIRT ROAD LEADING N.
 QS0914'TURN LEFT, GO 1.0 MILE N THEN TURN LEFT AGAIN AND GO W AT
 QS0914'CROSSROADS.  GO 1.35 MILES TO THE AZIMUTH MARK, 15 FEET N OF THE
 QS0914'ROAD.  CONTINUE 0.4 MILE TO A DIM ROAD TURNING RIGHT.  TAKE THIS
 QS0914'ROAD AND GO 0.4 MILE TO THE TOP OF KNOLL AND STATION.
 QS0914'
 QS0914'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 QS0914
 QS0914                          STATION RECOVERY (1951)
 QS0914
 QS0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0914'THE STATION WAS RECOVERED AND THE MARKS WERE FOUND IN GOOD
 QS0914'CONDITION.  THE 1938 DESCRIPTION TO REACH THE STATION IS STILL
 QS0914'ADEQUATE.
 QS0914'
 QS0914'THE STATION MARK PROJECTS ABOUT 1 INCH, AND THE DISK IS STAMPED
 QS0914'CAHILL 1938.
 QS0914'
 QS0914'REFERENCE MARK NO. 1 PROJECTS ABOUT 1 INCH, AND THE DISK IS
 QS0914'STAMPED CAHILL NO 1 1938.
 QS0914'
 QS0914'REFERENCE MARK NO. 2 PROJECTS ABOUT 1 INCH, AND THE DISK IS
 QS0914'STAMPED CAHILL NO 2 1938.
 QS0914'
 QS0914'AZIMUTH MARK IS 22 FEET NORTH OF CENTER OF GRADED ROAD.  THE
 QS0914'MARK PROJECTS ABOUT 3 INCHES, AND THE DISK IS STAMPED CAHILL
 QS0914'1938.
 QS0914'
 QS0914'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 QS0914'CONCRETE POSTS.
 QS0914
 QS0914                          STATION RECOVERY (1952)
 QS0914
 QS0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0914'STATION RECOVERED AS DESCRIBED.
 QS0914'
 QS0914'STATION MARKS AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 QS0914'
 QS0914'THIS STATION WAS NOT OCCUPIED IN 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0448 ***********************************************************************
 QT0448  DESIGNATION -  CAIRN
 QT0448  PID         -  QT0448
 QT0448  STATE/COUNTY-  SD/PERKINS
 QT0448  COUNTRY     -  US
 QT0448  USGS QUAD   -  LODGEPOLE SE (2017)
 QT0448
 QT0448                         *CURRENT SURVEY CONTROL
 QT0448  ______________________________________________________________________
 QT0448* NAD 83(1996) POSITION- 45 46 20.59444(N) 102 33 11.26704(W)   ADJUSTED
 QT0448* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 QT0448  ______________________________________________________________________
 QT0448  GEOID HEIGHT    -        -17.892 (meters)                     GEOID18
 QT0448  LAPLACE CORR    -         -6.62  (seconds)                    DEFLEC18
 QT0448  HORZ ORDER      -  THIRD
 QT0448
 QT0448.The horizontal coordinates were established by classical geodetic methods
 QT0448.and adjusted by the National Geodetic Survey in January 1998.
 QT0448
 QT0448.The orthometric height was scaled from a topographic map.
 QT0448
 QT0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0448.GEOID18 height accuracy estimate available here.
 QT0448
 QT0448.Click photographs - Photos may exist for this station.
 QT0448
 QT0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0448
 QT0448. The following values were computed from the NAD 83(1996) position.
 QT0448
 QT0448;                    North         East     Units Scale Factor Converg.
 QT0448;SPC SD N     -   218,613.326   401,446.031   MT  1.00001841   -1 48 25.0
 QT0448;SPC SD N     -   717,233.89  1,317,077.52   sFT  1.00001841   -1 48 25.0
 QT0448;UTM  13      - 5,071,670.421   690,240.726   MT  1.00004496   +1 45 14.0
 QT0448
 QT0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0448!SPC SD N     -   0.99987137  x   1.00001841  =   0.99988978
 QT0448!UTM  13      -   0.99987137  x   1.00004496  =   0.99991633
 QT0448
 QT0448:                Primary Azimuth Mark                     Grid Az
 QT0448:SPC SD N     -  CAIRN AZ MK                              285 28 28.4
 QT0448:UTM  13      -  CAIRN AZ MK                              281 54 49.4
 QT0448
 QT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9024071670(NAD 83)
 QT0448
 QT0448|---------------------------------------------------------------------|
 QT0448| PID    Reference Object                     Distance      Geod. Az  |
 QT0448|                                                           dddmmss.s |
 QT0448| CQ8014 CAIRN RM 1                            6.270 METERS 23313     |
 QT0448| CQ8013 CAIRN AZ MK                                        2834003.4 |
 QT0448| CQ8015 CAIRN RM 2                            7.238 METERS 33259     |
 QT0448|---------------------------------------------------------------------|
 QT0448
 QT0448                          SUPERSEDED SURVEY CONTROL
 QT0448
 QT0448  NAD 83(1993)-  45 46 20.58426(N)    102 33 11.26544(W) AD(       ) 3
 QT0448  NAD 83(1986)-  45 46 20.58490(N)    102 33 11.26516(W) AD(       ) 3
 QT0448  NAD 27      -  45 46 20.58500(N)    102 33 09.69300(W) AD(       ) 3
 QT0448
 QT0448.Superseded values are not recommended for survey control.
 QT0448
 QT0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0448.See file dsdata.pdf to determine how the superseded data were derived.
 QT0448
 QT0448_MARKER: DS = TRIANGULATION STATION DISK
 QT0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0448_STAMPING: CAIRN 1952
 QT0448_MARK LOGO: CGS
 QT0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0448+STABILITY: SURFACE MOTION
 QT0448
 QT0448  HISTORY     - Date     Condition        Report By
 QT0448  HISTORY     - 1952     MONUMENTED       CGS
 QT0448
 QT0448                          STATION DESCRIPTION
 QT0448
 QT0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0448'THE STATION IS IN SECTION 19, T 21 N, R 13 E, ON A HIGH ROCKY
 QT0448'HILL ABOUT 17-1/4 MILES NORTH AND 4-1/4 MILES WEST OF BISON,
 QT0448'5-1/4 MILES EAST AND 2 MILES SOUTH OF LODGEPOLE AND 0.25 MILE
 QT0448'SOUTH OF A GRADED ROAD.
 QT0448'
 QT0448'TO REACH THE STATION FROM THE T-INTERSECTION ABOUT 1/2 MILE
 QT0448'NORTH OF BISON, GO EAST ON STATE HIGHWAY 8 FOR 0.4 MILE TO A CROSS
 QT0448'ROAD, TURN LEFT AND GO NORTH ON THE MAIN GRADED DIRT ROAD FOR 5.25
 QT0448'TO A LARGE CONCRETE BRIDGE, CONTINUE NORTH FOR 1.1 MILES TO A SIDE
 QT0448'ROAD LEFT, TURN LEFT AND GO WEST AND NORTH ON THE MAIN ROAD
 QT0448'FOR 3.7 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTH FOR
 QT0448'3.0 MILES TO A CATTLE GUARD AND A FENCE CORNER ON THE RIGHT,
 QT0448'CONTINUE NORTH FOR 1.8 MILES TO A FORK AND A SCHOOL HOUSE
 QT0448'ON THE LEFT, TAKE RIGHT FORK AND GO 0.95 MILE TO A REVERSE
 QT0448'FORK, TURN LEFT AND GO WEST FOR 0.4 MILE TO A FORK, TURN
 QT0448'RIGHT AND GO NORTH FOR 1.0 MILE TO A CROSS ROAD, CONTINUE
 QT0448'NORTH FOR 1.7 MILES TO A FORK, TURN LEFT AND GO WEST FOR 1.0
 QT0448'MILE TO A FORK, CONTINUE WEST ON LEFT FORK FOR 0.1 MILE
 QT0448'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN LEFT ON
 QT0448'DIM TRACK ROAD AND GO 0.15 MILE, BEAR SOUTHWEST AND GO
 QT0448'0.2 MILE TO BASE OF BUTTE AND END OF TRUCK TRAVEL, PACK
 QT0448'SOUTH FOR ABOUT 100 FEET TO TOP OF RIDGE AND THE STATION.
 QT0448'
 QT0448'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0448'CAIRN 1952.
 QT0448'
 QT0448'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0448'CAIRN NO 1 1952.
 QT0448'
 QT0448'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QT0448'IN A BOULDER, THE BOULDER PROJECTS 3 INCHES AND THE DISK IS
 QT0448'STAMPED CAIRN NO 2 1952.
 QT0448'
 QT0448'THE AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTER OF THE GRADED
 QT0448'ROAD AND 6 FEET WEST-SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 QT0448'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CAIRN 1952.
 QT0448'
 QT0448'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0481 ***********************************************************************
 QT0481  DESIGNATION -  CAIRN
 QT0481  PID         -  QT0481
 QT0481  STATE/COUNTY-  SD/HARDING
 QT0481  COUNTRY     -  US
 QT0481  USGS QUAD   -  HAY CREEK (2017)
 QT0481
 QT0481                         *CURRENT SURVEY CONTROL
 QT0481  ______________________________________________________________________
 QT0481* NAD 83(1996) POSITION- 45 42 28.32854(N) 103 27 07.81801(W)   ADJUSTED
 QT0481  ______________________________________________________________________
 QT0481  GEOID HEIGHT    -        -15.881 (meters)                     GEOID18
 QT0481  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 QT0481  HORZ ORDER      -  THIRD
 QT0481
 QT0481.The horizontal coordinates were established by classical geodetic methods
 QT0481.and adjusted by the National Geodetic Survey in January 1998.
 QT0481
 QT0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0481.GEOID18 height accuracy estimate available here.
 QT0481
 QT0481.Click photographs - Photos may exist for this station.
 QT0481
 QT0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0481
 QT0481. The following values were computed from the NAD 83(1996) position.
 QT0481
 QT0481;                    North         East     Units Scale Factor Converg.
 QT0481;SPC SD N     -   214,041.843   331,259.735   MT  1.00000483   -2 26 35.6
 QT0481;SPC SD N     -   702,235.61  1,086,807.98   sFT  1.00000483   -2 26 35.6
 QT0481;UTM  13      - 5,062,755.570   620,480.760   MT  0.99977846   +1 06 29.0
 QT0481
 QT0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2048062755(NAD 83)
 QT0481
 QT0481                          SUPERSEDED SURVEY CONTROL
 QT0481
 QT0481  NAD 83(1993)-  45 42 28.31816(N)    103 27 07.81390(W) AD(       ) 3
 QT0481  NAD 83(1986)-  45 42 28.31539(N)    103 27 07.81089(W) AD(       ) 3
 QT0481  NAD 27      -  45 42 28.32500(N)    103 27 06.13200(W) AD(       ) 3
 QT0481
 QT0481.Superseded values are not recommended for survey control.
 QT0481
 QT0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0481.See file dsdata.pdf to determine how the superseded data were derived.
 QT0481
 QT0481_MARKER: 72 = CAIRN
 QT0481
 QT0481  HISTORY     - Date     Condition        Report By
 QT0481  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0481
 QT0481                          STATION DESCRIPTION
 QT0481
 QT0481'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0800 ***********************************************************************
 QS0800  DESIGNATION -  CAIRN 7 MI NE OF TIMBER LAKE
 QS0800  PID         -  QS0800
 QS0800  STATE/COUNTY-  SD/CORSON
 QS0800  COUNTRY     -  US
 QS0800  USGS QUAD   -  GLENCROSS (2017)
 QS0800
 QS0800                         *CURRENT SURVEY CONTROL
 QS0800  ______________________________________________________________________
 QS0800* NAD 83(1996) POSITION- 45 28 45.08740(N) 100 59 13.18990(W)   ADJUSTED
 QS0800  ______________________________________________________________________
 QS0800  GEOID HEIGHT    -        -21.247 (meters)                     GEOID18
 QS0800  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 QS0800  HORZ ORDER      -  THIRD
 QS0800
 QS0800.The horizontal coordinates were established by classical geodetic methods
 QS0800.and adjusted by the National Geodetic Survey in January 1998.
 QS0800
 QS0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0800.GEOID18 height accuracy estimate available here.
 QS0800
 QS0800.Click photographs - Photos may exist for this station.
 QS0800
 QS0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0800
 QS0800. The following values were computed from the NAD 83(1996) position.
 QS0800
 QS0800;                    North         East     Units Scale Factor Converg.
 QS0800;SPC SD N     -   183,365.835   522,834.259   MT  0.99996699   -0 41 54.7
 QS0800;SPC SD N     -   601,592.74  1,715,332.06   sFT  0.99996699   -0 41 54.7
 QS0800;UTM  14      - 5,038,105.006   344,705.569   MT  0.99989651   -1 25 01.2
 QS0800
 QS0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4470538105(NAD 83)
 QS0800
 QS0800                          SUPERSEDED SURVEY CONTROL
 QS0800
 QS0800  NAD 83(1986)-  45 28 45.07786(N)    100 59 13.18594(W) AD(       ) 3
 QS0800  NAD 27      -  45 28 45.13400(N)    100 59 11.62300(W) AD(       ) 3
 QS0800
 QS0800.Superseded values are not recommended for survey control.
 QS0800
 QS0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0800.See file dsdata.pdf to determine how the superseded data were derived.
 QS0800
 QS0800_MARKER: 72 = CAIRN
 QS0800
 QS0800  HISTORY     - Date     Condition        Report By
 QS0800  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0800
 QS0800                          STATION DESCRIPTION
 QS0800
 QS0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0800'OBJECT INTERSECTED WAS THE CENTER OF A LARGE ROCK CAIRN ON
 QS0800'TOP OF A LOW CONICAL HILL 0.4 MILE NORTH OF STATE HIGHWAY 8
 QS0800'AND 3.6 MILES WEST ALONG THE HIGHWAY FROM THE TURN-OFF LEADING
 QS0800'TO GLENCROSS.  THE CAIRN WAS BUILT MANY YEARS AGO BY DROVERS
 QS0800'AS A LANDMARK, TO GUIDE THEM TO DRINKING WATER FOR CATTLE JUST
 QS0800'SOUTH OF THE CAIRN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0904 ***********************************************************************
 PR0904  DESIGNATION -  CALDWELL
 PR0904  PID         -  PR0904
 PR0904  STATE/COUNTY-  SD/MINER
 PR0904  COUNTRY     -  US
 PR0904  USGS QUAD   -  HOWARD (2017)
 PR0904
 PR0904                         *CURRENT SURVEY CONTROL
 PR0904  ______________________________________________________________________
 PR0904* NAD 83(1996) POSITION- 44 06 02.48565(N) 097 32 53.00540(W)   ADJUSTED
 PR0904* NAVD 88 ORTHO HEIGHT -   492.9   (meters)     1617.    (feet) VERTCON3
 PR0904  ______________________________________________________________________
 PR0904  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 PR0904  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 PR0904  HORZ ORDER      -  FIRST
 PR0904
 PR0904.The horizontal coordinates were established by classical geodetic methods
 PR0904.and adjusted by the National Geodetic Survey in January 1998.
 PR0904
 PR0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0904
 PR0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0904.GEOID18 height accuracy estimate available here.
 PR0904
 PR0904.Click photographs - Photos may exist for this station.
 PR0904
 PR0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0904
 PR0904. The following values were computed from the NAD 83(1996) position.
 PR0904
 PR0904;                    North         East     Units Scale Factor Converg.
 PR0904;SPC SD S     -   200,081.154   822,963.584   MT  0.99994227   +1 55 17.1
 PR0904;SPC SD S     -   656,432.92  2,700,006.36   sFT  0.99994227   +1 55 17.1
 PR0904;UTM  14      - 4,884,081.242   616,211.597   MT  0.99976610   +1 00 38.0
 PR0904
 PR0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0904!SPC SD S     -   0.99992674  x   0.99994227  =   0.99986901
 PR0904!UTM  14      -   0.99992674  x   0.99976610  =   0.99969286
 PR0904
 PR0904:                Primary Azimuth Mark                     Grid Az
 PR0904:SPC SD S     -  CRANE                                    103 34 15.2
 PR0904:UTM  14      -  CRANE                                    104 28 54.3
 PR0904
 PR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1621184081(NAD 83)
 PR0904
 PR0904|---------------------------------------------------------------------|
 PR0904| PID    Reference Object                     Distance      Geod. Az  |
 PR0904|                                                           dddmmss.s |
 PR0904| PR0892 BERTON BAPTIST CHURCH SPIRE         APPROX. 8.0 KM 0422658.0 |
 PR0904| PR0891 FREEDOM CHURCH SPIRE                APPROX. 6.5 KM 0782846.5 |
 PR0904| PR0483 CRANE                               APPROX.19.3 KM 1052932.3 |
 PR0904| PR0911 HOWARD COURTHOUSE DOME              APPROX. 9.6 KM 1695143.8 |
 PR0904| PR0910 HOWARD CONG CH SPIRE                APPROX. 9.9 KM 1704603.5 |
 PR0904| PR0907 HOWARD METHODIST CHURCH SPIRE       APPROX.10.1 KM 1705542.6 |
 PR0904| PR0909 HOWARD ELEVATOR CENTER              APPROX.10.4 KM 1705908.8 |
 PR0904| PR0905 HOWARD CATHOLIC CHURCH SPIRE        APPROX. 9.7 KM 1713100.1 |
 PR0904| OQ0923 EPIPHANY WATER WORKS TANK           APPROX.29.6 KM 1974631.0 |
 PR0904| OQ0924 EPIPHANY CHURCH SPIRE               APPROX.29.4 KM 1980120.5 |
 PR0904| CO5318 CALDWELL RM                                        19917     |
 PR0904| PR0906 VILAS ELEVATOR                      APPROX.10.8 KM 2014425.6 |
 PR0904| PR0908 VILAS WINDMILL                      APPROX.10.7 KM 2024334.2 |
 PR0904| PR0912 ROSWELL CHURCH SPIRE                APPROX.15.8 KM 2282829.2 |
 PR0904| PR0915 FEDORA HIGHEST LARGEST ELEV         APPROX.22.2 KM 2423508.2 |
 PR0904| PR0914 CARTHAGE MIDDLE HEIGHT SPIRE        APPROX.15.5 KM 2994838.3 |
 PR0904| PR0913 CARTHAGE HIGHEST SPIRE              APPROX.15.7 KM 2995300.8 |
 PR0904|---------------------------------------------------------------------|
 PR0904
 PR0904                          SUPERSEDED SURVEY CONTROL
 PR0904
 PR0904  NAD 83(1986)-  44 06 02.48873(N)    097 32 52.97015(W) AD(       ) 1
 PR0904  NAD 27      -  44 06 02.58800(N)    097 32 51.71400(W) AD(       ) 1
 PR0904  USSD        -  44 06 02.75700(N)    097 32 52.13300(W) AD(       ) 3
 PR0904  NGVD 29 (07/19/86)  492.6    (m)         1616.     (f) VERT ANG       
 PR0904
 PR0904.Superseded values are not recommended for survey control.
 PR0904
 PR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0904.See file dsdata.pdf to determine how the superseded data were derived.
 PR0904
 PR0904_MARKER: N = NAIL
 PR0904_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PR0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0904
 PR0904  HISTORY     - Date     Condition        Report By
 PR0904  HISTORY     - 1903     MONUMENTED       CGS
 PR0904  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0904
 PR0904                          STATION DESCRIPTION
 PR0904
 PR0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0904'SITUATED ABOUT 300 METERS NORTH OF THE CENTER OF THE SW. 1/4
 PR0904'SEC. 3, T. 107 N., R. 56 W., ON LAND BELONGING TO ANTON ORTMAYER.
 PR0904'IT IS 6-1/2 MILES NORTH AND 3/4 MILE WEST OF HOWARD, AND IS 8.1
 PR0904'METERS WEST OF THE WIRE FENCE THROUGH THE CENTER OF THE SECTION.
 PR0904'THE STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK, THE REFERENCE
 PR0904'MARK BEING IN THE SOUTHWEST CORNER OF THE SECTION, IN CORNER
 PR0904'OF FIELD, AND 629.089 METERS FROM THE STATION S 19 DEG 17 MIN W.
 PR0904'IT IS 9.96 METERS LOWER IN ELEVATION THAN
 PR0904'THE STATION.  THE FOLLOWING BEARINGS AND DISTANCES ARE FROM
 PR0904'THE TRIANGULATION STATION--WINDMILL TOWER OF ANTON ORTMAYERS
 PR0904'HOUSE, CHIMNEY, S 1 DEG 01 MIN W, ABOUT 750 METERS.  RUDOLPH
 PR0904'ROXERS HOUSE, CHIMNEY, N 45 DEG 48 MIN W, ABOUT 250
 PR0904
 PR0904                          STATION RECOVERY (1935)
 PR0904
 PR0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0904'RECOVERED MAY 16, 1935.  APPARENTLY IT HAS NOT BEEN DISTURBED.
 PR0904'SURFACE MARK IS A NAIL IN A TERRA-COTTA PIPE FILLED WITH AND
 PR0904'SET IN CONCRETE, ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 PR0904'
 PR0904'A COMPLETELY NEW DESCRIPTION IS NECESSARY.  THE STATION IS NEAR
 PR0904'THE CENTER OF NW 1/4 SW 1/4 SEC. 3, T. 107 N., R. 56 W., ON
 PR0904'LAND FARMED BY BOLLINGER AND ARNESON, NEAR THE NORTHWEST END OF A
 PR0904'RIDGE IN A CULTIVATED FIELD AT A POINT FROM WHICH THE GROUND,
 PR0904'THOUGH SOMEWHAT FLAT AND OF EQUAL ELEVATION TO THE SOUTHEAST,
 PR0904'SLOPES WESTWARD TO ROAD.  IT IS ABOUT 1,950 FEET NORTH AND
 PR0904'685 FEET EAST OF A FENCE CORNER AT THE SOUTHWEST CORNER
 PR0904'OF THE SECTION, 653 FEET SOUTH OF A FENCE ON THE EAST-AND-WEST
 PR0904'CENTER LINE OF THE SECTION, 104 FEET WEST OF A POINT IN LINE
 PR0904'WITH A FENCE EXTENDING NORTH FROM THE ABOVE-MENTIONED CENTER
 PR0904'LINE, AND 30 FEET EAST OF THE CENTER OF A PILE OF BOULDERS.
 PR0904'
 PR0904'THE REFERENCE MARK COULD NOT BE FOUND.  SINCE 1903, FENCES HAVE
 PR0904'BEEN MOVED BACK ON THIS PROPERTY, AND THE ROAD HAS BEEN GRADED.
 PR0904'MR. ARNESON WAS FAIRLY POSITIVE THAT THE MARK WAS DESTROYED
 PR0904'WHEN THE GRADING WAS DONE.
 PR0904'
 PR0904'THE CHIMNEY OF ANTON ORTMAYERS (NOW ARNESONS) HOUSE, AND THE
 PR0904'CHIMNEY OF RUDOLPH ROXERS (NOW FRED BOHMS HOUSE ARE STILL
 PR0904'GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0215 ***********************************************************************
 PR0215  DESIGNATION -  CAMPANILE
 PR0215  PID         -  PR0215
 PR0215  STATE/COUNTY-  SD/BROOKINGS
 PR0215  COUNTRY     -  US
 PR0215  USGS QUAD   -  BROOKINGS (2017)
 PR0215
 PR0215                         *CURRENT SURVEY CONTROL
 PR0215  ______________________________________________________________________
 PR0215* NAD 83(1986) POSITION- 44 18 56.78   (N) 096 47 17.44   (W)   HD_HELD1
 PR0215* NAVD 88 ORTHO HEIGHT -   503.399 (meters)     1651.57  (feet) ADJUSTED
 PR0215  ______________________________________________________________________
 PR0215  GEOID HEIGHT    -        -25.397 (meters)                     GEOID18
 PR0215  DYNAMIC HEIGHT  -        503.306 (meters)     1651.26  (feet) COMP
 PR0215  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 PR0215
 PR0215  VERT ORDER      -  FIRST     CLASS II
 PR0215
 PR0215.The horizontal coordinates were determined by differentially corrected
 PR0215.hand held GPS observations or other comparable positioning techniques
 PR0215.and have an estimated accuracy of +/- 3 meters.
 PR0215
 PR0215.The orthometric height was determined by differential leveling and
 PR0215.adjusted by the NATIONAL GEODETIC SURVEY
 PR0215.in October 1997.
 PR0215
 PR0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0215.GEOID18 height accuracy estimate available here.
 PR0215
 PR0215.Click photographs - Photos may exist for this station.
 PR0215
 PR0215.The dynamic height is computed by dividing the NAVD 88
 PR0215.geopotential number by the normal gravity value computed on the
 PR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0215.degrees latitude (g = 980.6199 gals.).
 PR0215
 PR0215.The modeled gravity was interpolated from observed gravity values.
 PR0215
 PR0215;                    North         East    Units  Estimated Accuracy
 PR0215;SPC SD N     -    58,692.6     856,176.0     MT  (+/- 3 meters HH1 GPS) 
 PR0215
 PR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7638809325(NAD 83)
 PR0215
 PR0215                          SUPERSEDED SURVEY CONTROL
 PR0215
 PR0215  NAVD 88 (06/15/91)  503.426  (m)         1651.66   (f) SUPERSEDED  1 2
 PR0215  NGVD 29 (??/??/92)  503.173  (m)         1650.83   (f) ADJ UNCH    1 2
 PR0215
 PR0215.Superseded values are not recommended for survey control.
 PR0215
 PR0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0215.See file dsdata.pdf to determine how the superseded data were derived.
 PR0215
 PR0215_MARKER: DD = SURVEY DISK
 PR0215_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0215_SP_SET: BALUSTRADE
 PR0215_MARK LOGO: CGS+SS
 PR0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0215+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 PR0215
 PR0215  HISTORY     - Date     Condition        Report By
 PR0215  HISTORY     - 1934     MONUMENTED       SDGS
 PR0215  HISTORY     - 1934     GOOD             CGS
 PR0215  HISTORY     - 19900703 GOOD             NGS
 PR0215  HISTORY     - 19940916 GOOD             NGS
 PR0215  HISTORY     - 19980331 GOOD             LOCENG
 PR0215  HISTORY     - 20110716 GOOD             GEOCAC
 PR0215  HISTORY     - 20110820 GOOD             GEOCAC
 PR0215
 PR0215                          STATION DESCRIPTION
 PR0215
 PR0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0215'AT BROOKINGS.
 PR0215'AT BROOKINGS, BROOKINGS COUNTY, AT THE SOUTH DAKOTA STATE
 PR0215'COLLEGE, ON THE CAMPUS, AT THE CAMPANILE, IN THE NORTH LEDGE
 PR0215'OF THE WEST ENTRANCE STEPS, AND WEST OF A LAMPPOST.  A STATE
 PR0215'SURVEY STANDARD DISK.
 PR0215
 PR0215                          STATION RECOVERY (1990)
 PR0215
 PR0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0215'IN BROOKINGS, ON THE SOUTH DAKOTA STATE COLLEGE CAMPUS, IN THE CENTER
 PR0215'OF THE WEST END OF THE NORTH BALUSTRADE OF THE WEST STEPS LEADING TO
 PR0215'THE CAMPANILE, AND 1.2 M (3.9 FT) ABOVE THE SIDEWALK.  NOTE--THE DISK
 PR0215'IS UNSTAMPED.
 PR0215
 PR0215                          STATION RECOVERY (1994)
 PR0215
 PR0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0215'IN BROOKINGS, AT THE INTERSECTION OF MEDARY AVENUE AND 9TH STREET, ON
 PR0215'THE SOUTH DAKOTA STATE COLLEGE CAMPUS, NEAR THE CENTER OF THE WEST END
 PR0215'OF THE NORTH BALUSTRADE OF THE WEST STEPS LEADING TO THE CAMPANILE,
 PR0215'35.1 M (115.2 FT) NORTH OF THE EXTENDED STREET CENTER, 21.7 M (71.2
 PR0215'FT) EAST OF THE AVENUE CENTER, 1.5 M (4.9 FT) NORTH OF THE CENTER OF
 PR0215'THE STEPS, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND 0.1 M (0.3 FT)
 PR0215'EAST OF THE WEST EDGE OF THE BALUSTRADE.  NOTE--THE DISK IS UNSTAMPED.
 PR0215
 PR0215                          STATION RECOVERY (1998)
 PR0215
 PR0215'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 PR0215'RECOVERED AS DESCRIBED.
 PR0215
 PR0215                          STATION RECOVERY (2011)
 PR0215
 PR0215'RECOVERY NOTE BY GEOCACHING 2011 (MBK)
 PR0215'RECOVERED IN GOOD CONDITION AS DESCRIBED
 PR0215
 PR0215                          STATION RECOVERY (2011)
 PR0215
 PR0215'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0417 ***********************************************************************
 PS0417  DESIGNATION -  CAMPBELL
 PS0417  PID         -  PS0417
 PS0417  STATE/COUNTY-  SD/BUFFALO
 PS0417  COUNTRY     -  US
 PS0417  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0417
 PS0417                         *CURRENT SURVEY CONTROL
 PS0417  ______________________________________________________________________
 PS0417* NAD 83(1996) POSITION- 44 01 09.35973(N) 099 21 09.04636(W)   ADJUSTED
 PS0417* NAVD 88 ORTHO HEIGHT -   442.000 (meters)     1450.13  (feet) ADJUSTED
 PS0417  ______________________________________________________________________
 PS0417  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 PS0417  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 PS0417  DYNAMIC HEIGHT  -        441.900 (meters)     1449.80  (feet) COMP
 PS0417  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 PS0417
 PS0417  HORZ ORDER      -  THIRD
 PS0417  VERT ORDER      -  FIRST     CLASS II
 PS0417
 PS0417.The horizontal coordinates were established by classical geodetic methods
 PS0417.and adjusted by the National Geodetic Survey in January 1998.
 PS0417
 PS0417.The orthometric height was determined by differential leveling and
 PS0417.adjusted by the NATIONAL GEODETIC SURVEY
 PS0417.in June 1991.
 PS0417
 PS0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0417.GEOID18 height accuracy estimate available here.
 PS0417
 PS0417.Click photographs - Photos may exist for this station.
 PS0417
 PS0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0417
 PS0417.The dynamic height is computed by dividing the NAVD 88
 PS0417.geopotential number by the normal gravity value computed on the
 PS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0417.degrees latitude (g = 980.6199 gals.).
 PS0417
 PS0417.The modeled gravity was interpolated from observed gravity values.
 PS0417
 PS0417. The following values were computed from the NAD 83(1996) position.
 PS0417
 PS0417;                    North         East     Units Scale Factor Converg.
 PS0417;SPC SD S     -   187,759.840   678,635.184   MT  0.99993131   +0 40 35.8
 PS0417;SPC SD S     -   616,008.74  2,226,488.93   sFT  0.99993131   +0 40 35.8
 PS0417;UTM  14      - 4,874,073.139   471,746.734   MT  0.99960982   -0 14 41.9
 PS0417
 PS0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0417!SPC SD S     -   0.99993462  x   0.99993131  =   0.99986593
 PS0417!UTM  14      -   0.99993462  x   0.99960982  =   0.99954447
 PS0417
 PS0417:                Primary Azimuth Mark                     Grid Az
 PS0417:SPC SD S     -  CAMPBELL AZ MK RESET                     141 37 29.1
 PS0417:UTM  14      -  CAMPBELL AZ MK RESET                     142 32 46.8
 PS0417
 PS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7174674073(NAD 83)
 PS0417
 PS0417|---------------------------------------------------------------------|
 PS0417| PID    Reference Object                     Distance      Geod. Az  |
 PS0417|                                                           dddmmss.s |
 PS0417| PS0418 CAMPBELL RM 1                        16.677 METERS 01711     |
 PS0417| PS0419 CAMPBELL RM 2                        20.370 METERS 08923     |
 PS0417| CO5320 CAMPBELL AZ MK RESET                               1421804.9 |
 PS0417| PS0416 CAMPBELL AZ MK                                     1431713.4 |
 PS0417|---------------------------------------------------------------------|
 PS0417
 PS0417                          SUPERSEDED SURVEY CONTROL
 PS0417
 PS0417  NAD 83(1986)-  44 01 09.35839(N)    099 21 09.05281(W) AD(       ) 3
 PS0417  NAD 27      -  44 01 09.38400(N)    099 21 07.68400(W) AD(       ) 3
 PS0417  NGVD 29 (??/??/92)  441.67   (m)         1449.0    (f) COMPUTED    1 2
 PS0417  NGVD 29             441.67   (m)         1449.0    (f) LEVELING    3  
 PS0417
 PS0417.Superseded values are not recommended for survey control.
 PS0417
 PS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0417.See file dsdata.pdf to determine how the superseded data were derived.
 PS0417
 PS0417_MARKER: DS = TRIANGULATION STATION DISK
 PS0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0417_STAMPING: CAMPBELL 1948
 PS0417_MARK LOGO: CGS
 PS0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0417+STABILITY: SURFACE MOTION
 PS0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0417+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2012
 PS0417
 PS0417  HISTORY     - Date     Condition        Report By
 PS0417  HISTORY     - 1948     MONUMENTED       CGS
 PS0417  HISTORY     - 1949     GOOD             CGS
 PS0417  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PS0417  HISTORY     - 20121228 GOOD             INDIV
 PS0417
 PS0417                          STATION DESCRIPTION
 PS0417
 PS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0417'STATION IS LOCATED ABOUT 16 MILES NORTH OF CHAMBERLAIN, 5
 PS0417'MILES EAST-SOUTHEAST OF FORT THOMPSON, 1 AND 1/2 MILES NORTHEAST
 PS0417'OF THE MISSOURI RIVER, 1/4 MILE NORTHEAST OF STATE HIGHWAY
 PS0417'47, 100 YARDS EAST OF A SMALL EARTHEN DAM, 53 FEET SOUTH OF
 PS0417'AN EAST-WEST FENCE, 8 FEET SOUTH OF THE SOUTH EDGE OF CUTBANK
 PS0417'MADE BY AN OLD ROAD AND 7 FEET EAST OF WITNESS POST.  THE
 PS0417'MARK PROJECTS 1 INCH AND THE DISC IS STAMPED CAMPBELL 1948.
 PS0417'
 PS0417'REFERENCE MARK NO. 1 IS 54.74 FEET NORTH-NORTHEAST OF THE
 PS0417'STATION AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  THE MARK
 PS0417'PROJECTS 4 INCHES AND THE DISC IS STAMPED CAMPBELL NO 1 1948.
 PS0417'
 PS0417'REFERENCE MARK NO. 2 IS 66.76 FEET EAST OF THE STATION AND
 PS0417'51 FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS 2
 PS0417'INCHES AND THE DISC IS STAMPED CAMPBELL NO 2 1948.
 PS0417'
 PS0417'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 80 FEET
 PS0417'WEST OF THE CENTERLINE OF TRACK ROAD, 49 FEET NORTHEAST OF
 PS0417'THE CENTERLINE OF STATE HIGHWAY 47 AND 4 FEET WEST OF WITNESS
 PS0417'POST.  THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED
 PS0417'CAMPBELL 1948.
 PS0417'
 PS0417'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING
 PS0417'IN CHAMBERLAIN, GO NORTH ON STATE HIGHWAY 47 FOR 14.0 MILES
 PS0417'TO A GRADED ROAD RIGHT AND SIGN, GANN VALLEY-25 MILES.  CONTINUE
 PS0417'STRAIGHT AHEAD ON STATE HIGHWAY 47 FOR 2.2 MILES TO A T-ROAD
 PS0417'RIGHT OR NORTH.  THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE
 PS0417'OF THIS INTERSECTION.  TURN RIGHT AND GO NORTH ON TRACK ROAD
 PS0417'FOR 0.35 MILE TO WHERE THE TRACK ROAD TURNS EAST.  TURN LEFT
 PS0417'AND FOLLOW OLD ROAD WEST ALONG FENCE FOR 0.25 MILE TO THE
 PS0417'STATION ON THE LEFT.
 PS0417'
 PS0417'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0417
 PS0417                          STATION RECOVERY (1949)
 PS0417
 PS0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0417'6 MI SE FROM FORT THOMPSON.
 PS0417'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0417'FORT THOMPSON, THENCE 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0417'47, THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25 MILE
 PS0417'WEST ALONG AN OLD SECTION LINE ROAD, ON THE TOP OF A HILL, ABOUT
 PS0417'0.3 MILE NORTHEAST OF STATE HIGHWAY NO. 47, 8 FEET SOUTH OF THE
 PS0417'TOP OF THE SOUTH EDGE OF A CUT BANK, 66.8 FEET WEST OF CAMPBELL
 PS0417'R.M. 2, 54.7 FEET SOUTH SOUTHWEST OF CAMPBELL R.M. 1, 53 FEET
 PS0417'SOUTH OF AN EAST-WEST FENCE, 7 FEET EAST OF A REFERENCE POST, SET
 PS0417'IN THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 PS0417
 PS0417                          STATION RECOVERY (1962)
 PS0417
 PS0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PS0417'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 PS0417'MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PS0417'SINCE THE ORIGINAL AZIMUTH MARK WAS SOON TO BE DESTROYED
 PS0417'BY ROAD CONSTRUCTION IT WAS OBSERVED UPON, THENCE DESTROYED
 PS0417'AND A NEW AZIMUTH MARK ESTABLISHED.  THE 1948 ROUTE TO THE
 PS0417'STATION IS NO LONGER ADEQUATE.
 PS0417'
 PS0417'A NEW DESCRIPTION OF THE STATION FOLLOWS--THE STATION IS
 PS0417'LOCATED ON THE NORTHEAST BLUFF OF THE MISSOURI RIVER, 16 MILES
 PS0417'NORTH OF CHAMBERLAIN, 5 MILES EAST-SOUTHEAST OF FORT THOMPSON,
 PS0417'1/2 MILE NORTHEAST OF THE HIGH WATER LINE OF THE MISSOURI
 PS0417'RIVER, 1-1/4 MILES WEST OF STATE HIGHWAY 47 AND ON THE TOP
 PS0417'OF THE SOUTH CUT-BANK OF AN OLD ABANDONED ROAD BED.
 PS0417'
 PS0417'TO REACH THE STATION FROM THE POST OFFICE AT FORT THOMPSON,
 PS0417'DRIVE SOUTHEASTERLY ON THE GRAVELED ROAD (UNDER IMPROVEMENT
 PS0417'AT THIS TIME) ALONG THE NORTH EAST SIDE OF THE MISSOURI RIVER
 PS0417'FOR 4.35 MILES TO THE CONCRETE BRIDGE OVER CAMPBELL CREEK.
 PS0417'CROSS THE BRIDGE AND CONTINUE SOUTHEAST ON THE GRAVELED ROAD
 PS0417'FOR 1.25 MILES TO A BLADED SIDE ROAD ON THE LEFT AND THE AZIMUTH
 PS0417'MARK IN THE NORTHWEST ANGLE OF THIS INTERSECTION.  TURN
 PS0417'LEFT AND DRIVE NORTH ON THE BLADED ROAD FOR 0.35 MILE TO THE
 PS0417'END OF THE ROAD AT AN ENTRANCE TO A PRIVATE HOME, AN
 PS0417'EAST-WEST FENCE, A TRACK ROAD LEADING EAST AND AN ABANDONED
 PS0417'ROAD BED LEADING WEST.  TURN LEFT AND DRIVE WEST ON THE
 PS0417'ABANDONED ROAD BED ALONG THE SOUTH SIDE OF THE
 PS0417'EAST-WEST FENCE FOR 0.25 MILE TO A NORTHWEST FENCE CORNER
 PS0417'AND THE STATION ON THE LEFT.
 PS0417'
 PS0417'THE STATION IS MARKED BY STANDARD DISK STAMPED
 PS0417'CAMPBELL 1948, THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL
 PS0417'CONCRETE MONUMENT, 10 INCHES IN DIAMETER, PROJECTING 2 INCHES
 PS0417'ABOVE THE SURFACE OF THE GROUND.  IT IS 53 FEET SOUTH OF THE
 PS0417'NORTHWEST FENCE CORNER, 28 FEET SOUTH OF THE CENTER OF THE
 PS0417'OLD ROAD BED, 7 FEET SOUTH OF THE EDGE OF THE CUT-BANK, 6
 PS0417'FEET EAST OF A 4-INCH SQUARE WOODEN WITNESS POST WHICH PROJECTS
 PS0417'30 INCHES ABOVE THE GROUND AND 5 FEET WEST OF THE NORTH-SOUTH
 PS0417'PORTION OF THE FENCE.
 PS0417'
 PS0417'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMPBELL NO 1 1948,
 PS0417'IS SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES
 PS0417'SQUARE AT THE TOP AND PROJECTING 4 INCHES ABOVE THE SURFACE
 PS0417'OF THE GROUND.  IT IS SITUATED ON THE TOP OF THE CUT-BANK
 PS0417'ON THE NORTH SIDE OF THE OLD ROAD, 23 FEET NORTH OF THE CENTER
 PS0417'OF THE ROAD, 9 FEET EAST OF THE NORTHWEST FENCE CORNER AND
 PS0417'0.5 FOOT SOUTH OF THE EAST-WEST PORTION OF THE FENCE.
 PS0417'
 PS0417'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMPBELL NO 2 1948,
 PS0417'IS SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES
 PS0417'SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SITUATED
 PS0417'51.5 FEET SOUTH OF THE EAST-WEST FENCE, 27 FEET SOUTH OF THE
 PS0417'CENTER OF THE OLD ROAD AND 6 FEET SOUTH OF THE EDGE OF THE
 PS0417'CUT-BANK.
 PS0417'
 PS0417'THE AZIMUTH MARK WAS ESTABLISHED THIS YEAR.  THE MARK IS A
 PS0417'STANDARD AZIMUTH MARK DISK, STAMPED CAMPBELL 1948 RESET 1962.
 PS0417'THE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT,
 PS0417'12 INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE
 PS0417'OF THE GROUND.  IT IS SITUATED 86.0 FEET NORTHEAST OF THE
 PS0417'CENTER OF THE GRAVELED ROAD, 62.0 FEET WEST OF THE CENTER OF
 PS0417'THE BLADED ROAD, 6.0 FEET NORTHEAST OF THE STAKED NORTHEAST
 PS0417'RIGHT-OF-WAY FENCE LINE AND 2.0 FEET SOUTHWEST OF A METAL
 PS0417'WITNESS POST WITH SIGN ATTACHED.
 PS0417
 PS0417                          STATION RECOVERY (2012)
 PS0417
 PS0417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0690 ***********************************************************************
 QS0690  DESIGNATION -  CAMPBELL
 QS0690  PID         -  QS0690
 QS0690  STATE/COUNTY-  SD/CAMPBELL
 QS0690  COUNTRY     -  US
 QS0690  USGS QUAD   -  SELBY NW (2017)
 QS0690
 QS0690                         *CURRENT SURVEY CONTROL
 QS0690  ______________________________________________________________________
 QS0690* NAD 83(1996) POSITION- 45 41 11.28547(N) 100 14 49.27012(W)   ADJUSTED
 QS0690* NAVD 88 ORTHO HEIGHT -   614.    (meters)     2014.    (feet) SCALED
 QS0690  ______________________________________________________________________
 QS0690  GEOID HEIGHT    -        -22.032 (meters)                     GEOID18
 QS0690  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 QS0690  HORZ ORDER      -  SECOND
 QS0690
 QS0690.The horizontal coordinates were established by classical geodetic methods
 QS0690.and adjusted by the National Geodetic Survey in January 1998.
 QS0690
 QS0690.The orthometric height was scaled from a topographic map.
 QS0690
 QS0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0690.GEOID18 height accuracy estimate available here.
 QS0690
 QS0690.Click photographs - Photos may exist for this station.
 QS0690
 QS0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0690
 QS0690. The following values were computed from the NAD 83(1996) position.
 QS0690
 QS0690;                    North         East     Units Scale Factor Converg.
 QS0690;SPC SD N     -   205,961.845   580,757.285   MT  1.00000061   -0 10 29.4
 QS0690;SPC SD N     -   675,726.49  1,905,367.86   sFT  1.00000061   -0 10 29.4
 QS0690;UTM  14      - 5,059,969.080   402,896.637   MT  0.99971592   -0 53 32.4
 QS0690
 QS0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0690!SPC SD N     -   0.99990714  x   1.00000061  =   0.99990775
 QS0690!UTM  14      -   0.99990714  x   0.99971592  =   0.99962309
 QS0690
 QS0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0289659969(NAD 83)
 QS0690
 QS0690                          SUPERSEDED SURVEY CONTROL
 QS0690
 QS0690  NAD 83(1986)-  45 41 11.27501(N)    100 14 49.26746(W) AD(       ) 2
 QS0690  NAD 27      -  45 41 11.29200(N)    100 14 47.83600(W) AD(       ) 2
 QS0690  MORC        -  45 41 08.63000(N)    100 14 47.46000(W) AD(       ) 3
 QS0690
 QS0690.Superseded values are not recommended for survey control.
 QS0690
 QS0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0690.See file dsdata.pdf to determine how the superseded data were derived.
 QS0690
 QS0690_MARKER: Z = SEE DESCRIPTION
 QS0690_SETTING: 0 = UNSPECIFIED SETTING
 QS0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0690
 QS0690  HISTORY     - Date     Condition        Report By
 QS0690  HISTORY     - 1889     MONUMENTED       MORC
 QS0690  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0690
 QS0690                          STATION DESCRIPTION
 QS0690
 QS0690'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0690'LOCATED ON L.B., ABOUT 4 MILES FROM RIVER AT CAMPBELL POST
 QS0690'OFFICE.  THE STATION IS ON JOHNNY JOHNSONS CLAIM AND 200
 QS0690'FEET NORTHWEST FROM HIS SOD HOUSE.  THE HOUSE IS ON LINE
 QS0690'BETWEEN STATION AND QUARTER CORNER, ON SOUTH SIDE OF SEC. 35,
 QS0690'T 126 N, R 78 W.  THE STATION IS 2035 FEET ABOVE CORNER,
 QS0690'AND IS IN NE 1/4 SW 1/4 SEC. 35.
 QS0690
 QS0690                          STATION RECOVERY (1945)
 QS0690
 QS0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0690'ALL THE OLD LAND MARKS MENTIONED ABOVE ARE LONG SINCE GONE,
 QS0690'THE MAN LIVING ON THIS LAND NOW AND FOR THE LAST 45 YEARS
 QS0690'HAS NEVER SEEN THE PIPE, THERE IS NO DEFINITE POST TO DIG
 QS0690'FOR THE SUB MARK.  IT IS EVIDENTLY LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0971 ***********************************************************************
 PR0971  DESIGNATION -  CAMPBELL
 PR0971  PID         -  PR0971
 PR0971  STATE/COUNTY-  SD/BROOKINGS
 PR0971  COUNTRY     -  US
 PR0971  USGS QUAD   -  BROOKINGS (2017)
 PR0971
 PR0971                         *CURRENT SURVEY CONTROL
 PR0971  ______________________________________________________________________
 PR0971* NAD 83(1996) POSITION- 44 15 14.70207(N) 096 50 55.03982(W)   ADJUSTED
 PR0971* NAVD 88 ORTHO HEIGHT -   482.43  (+/-2cm)     1582.8   (feet) VERTCON3
 PR0971  ______________________________________________________________________
 PR0971  GEOID HEIGHT    -        -25.501 (meters)                     GEOID18
 PR0971  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 PR0971  HORZ ORDER      -  THIRD
 PR0971  VERT ORDER      -  THIRD ? (See Below)
 PR0971
 PR0971.The horizontal coordinates were established by classical geodetic methods
 PR0971.and adjusted by the National Geodetic Survey in January 1998.
 PR0971
 PR0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0971
 PR0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0971.GEOID18 height accuracy estimate available here.
 PR0971
 PR0971.The vertical order pertains to the NGVD 29 superseded value.
 PR0971
 PR0971.Click photographs - Photos may exist for this station.
 PR0971
 PR0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0971
 PR0971. The following values were computed from the NAD 83(1996) position.
 PR0971
 PR0971;                    North         East     Units Scale Factor Converg.
 PR0971;SPC SD N     -    51,653.416   851,624.130   MT  1.00003511   +2 13 49.3
 PR0971;SPC SD N     -   169,466.25  2,794,036.83   sFT  1.00003511   +2 13 49.3
 PR0971;SPC SD S     -   219,223.098   878,209.461   MT  0.99996842   +2 24 14.2
 PR0971;SPC SD S     -   719,234.45  2,881,258.87   sFT  0.99996842   +2 24 14.2
 PR0971;UTM  14      - 4,902,344.707   671,748.124   MT  0.99996278   +1 30 06.1
 PR0971
 PR0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0971!SPC SD N     -   0.99992836  x   1.00003511  =   0.99996347
 PR0971!SPC SD S     -   0.99992836  x   0.99996842  =   0.99989678
 PR0971!UTM  14      -   0.99992836  x   0.99996278  =   0.99989114
 PR0971
 PR0971:                Primary Azimuth Mark                     Grid Az
 PR0971:SPC SD N     -  CAMPBELL AZ MK                           088 57 20.2
 PR0971:SPC SD S     -  CAMPBELL AZ MK                           088 46 55.3
 PR0971:UTM  14      -  CAMPBELL AZ MK                           089 41 03.4
 PR0971
 PR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7174802344(NAD 83)
 PR0971
 PR0971|---------------------------------------------------------------------|
 PR0971| PID    Reference Object                     Distance      Geod. Az  |
 PR0971|                                                           dddmmss.s |
 PR0971| CO7898 CAMPBELL RM 1                        12.832 METERS 00021     |
 PR0971| CO7897 CAMPBELL AZ MK                                     0911109.5 |
 PR0971| CO7899 CAMPBELL RM 2                         6.257 METERS 17739     |
 PR0971|---------------------------------------------------------------------|
 PR0971
 PR0971                          SUPERSEDED SURVEY CONTROL
 PR0971
 PR0971  NAD 83(1986)-  44 15 14.70141(N)    096 50 55.01733(W) AD(       ) 3
 PR0971  NAD 27      -  44 15 14.80800(N)    096 50 53.82200(W) AD(       ) 3
 PR0971  NGVD 29             482.17   (m)         1581.9    (f) LEVELING    3  
 PR0971
 PR0971.Superseded values are not recommended for survey control.
 PR0971
 PR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0971.See file dsdata.pdf to determine how the superseded data were derived.
 PR0971
 PR0971_MARKER: DS = TRIANGULATION STATION DISK
 PR0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0971_STAMPING: CAMPBELL 1949
 PR0971_MARK LOGO: CGS
 PR0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0971+STABILITY: SURFACE MOTION
 PR0971
 PR0971  HISTORY     - Date     Condition        Report By
 PR0971  HISTORY     - 1949     MONUMENTED       CGS
 PR0971  HISTORY     - 1962     GOOD             USGS
 PR0971
 PR0971                          STATION DESCRIPTION
 PR0971
 PR0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0971'STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHWEST OF BROOKINGS
 PR0971'ON RIGHT OF WAY OF NORTH-SOUTH SECTION LINE ROAD.  STATION IS
 PR0971'33 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 4 FEET
 PR0971'WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 PR0971'IS STAMPED CAMPBELL 1949.
 PR0971'
 PR0971'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE APPROXIMATE CENTERLINE
 PR0971'OF ROAD, AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 PR0971'2 INCHES AND THE DISK IS STAMPED CAMPBELL NO 1 1949.
 PR0971'
 PR0971'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE APPROXIMATE
 PR0971'CENTERLINE OF GRAVEL ROAD, 34 FEET EAST OF THE APPROXIMATE
 PR0971'CENTERLINE OF SECTION LINE ROAD, 10 FEET NORTH OF FENCECORNER
 PR0971'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 PR0971'AND THE DISK IS STAMPED CAMPBELL NO 2 1949.
 PR0971'
 PR0971'AZIMUTH MARK IS 47 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PR0971'OF GRAVEL ROAD, 30 FEET WEST OF THE APPROXIMATE CENTERLINE
 PR0971'OF ROAD, 3 FEET NORTHEAST OF WITNESS POST AND IN FENCECORNER.
 PR0971'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CAMPBELL
 PR0971'1949.
 PR0971'
 PR0971'TO REACH FROM THE POST OFFICE IN BROOKINGS GO SOUTH ON U.S.
 PR0971'HIGHWAY 77 FOR 3.9 MILES TO POINT WHERE HIGHWAY CURVES TO THE
 PR0971'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE ON GRAVEL ROAD.
 PR0971'TURN RIGHT AND GO WEST FOR 2.35 MILES TO AZIMUTH MARK ON
 PR0971'RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR
 PR0971'0.25 MILE TO CROSSROADS AND STATION ON RIGHT AS DESCRIBED.
 PR0971'
 PR0971'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PR0971
 PR0971                          STATION RECOVERY (1962)
 PR0971
 PR0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PR0971'STATION FOUND IN GOOD CONDITION.  IT IS LOCATED 4 MILES SOUTH
 PR0971'AND 3 MILES WEST OF BROOKINGS.  T 109 N, R 50 W NEAR THE CORNER
 PR0971'SECTIONS 8, 9, 16, 17.  70 FT. N AND 33 FT E OF CROSSROADS, A
 PR0971'CONCRETE POST WITH STANDARD USC AND GS TABLET STAMPED CAMPBELL
 PR0971'1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0416 ***********************************************************************
 PS0416  DESIGNATION -  CAMPBELL AZ MK
 PS0416  PID         -  PS0416
 PS0416  STATE/COUNTY-  SD/BUFFALO
 PS0416  COUNTRY     -  US
 PS0416  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0416
 PS0416                         *CURRENT SURVEY CONTROL
 PS0416  ______________________________________________________________________
 PS0416* NAD 83(1986) POSITION- 44 00 52.     (N) 099 20 50.     (W)   SCALED
 PS0416* NAVD 88 ORTHO HEIGHT -   441.375 (meters)     1448.08  (feet) ADJUSTED
 PS0416  ______________________________________________________________________
 PS0416  GEOID HEIGHT    -        -25.038 (meters)                     GEOID18
 PS0416  DYNAMIC HEIGHT  -        441.275 (meters)     1447.75  (feet) COMP
 PS0416  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 PS0416
 PS0416  VERT ORDER      -  FIRST     CLASS II
 PS0416
 PS0416.The horizontal coordinates were scaled from a map and have
 PS0416.an estimated accuracy of +/- 6 seconds.
 PS0416
 PS0416.The orthometric height was determined by differential leveling and
 PS0416.adjusted by the NATIONAL GEODETIC SURVEY
 PS0416.in June 1991.
 PS0416
 PS0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0416.GEOID18 height accuracy estimate available here.
 PS0416
 PS0416.Click photographs - Photos may exist for this station.
 PS0416
 PS0416.The dynamic height is computed by dividing the NAVD 88
 PS0416.geopotential number by the normal gravity value computed on the
 PS0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0416.degrees latitude (g = 980.6199 gals.).
 PS0416
 PS0416.The modeled gravity was interpolated from observed gravity values.
 PS0416
 PS0416;                    North         East    Units  Estimated Accuracy
 PS0416;SPC SD S     -   187,230.      679,070.      MT  (+/- 180 meters Scaled)
 PS0416
 PS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP721735(NAD 83)
 PS0416
 PS0416                          SUPERSEDED SURVEY CONTROL
 PS0416
 PS0416  NGVD 29 (??/??/92)  441.05   (m)         1447.0    (f) COMPUTED    1 2
 PS0416
 PS0416.Superseded values are not recommended for survey control.
 PS0416
 PS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0416.See file dsdata.pdf to determine how the superseded data were derived.
 PS0416
 PS0416_MARKER: DZ = AZIMUTH MARK DISK
 PS0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0416_STAMPING: CAMPBELL 1948
 PS0416_MARK LOGO: CGS
 PS0416_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0416+STABILITY: SURFACE MOTION
 PS0416
 PS0416  HISTORY     - Date     Condition        Report By
 PS0416  HISTORY     - 1948     MONUMENTED       CGS
 PS0416  HISTORY     - 1949     GOOD             CGS
 PS0416  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0416
 PS0416                          STATION DESCRIPTION
 PS0416
 PS0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0416'5.4 MI SE FROM FORT THOMPSON.
 PS0416'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0416'FORT THOMPSON, THENCE 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0416'47, AT A Y-JUNCTION OF ROADS, 80 FEET WEST OF THE CENTER LINE OF
 PS0416'THE DIRT ROAD LEADING NORTH, 47 FEET NORTHEAST OF THE CENTER LINE
 PS0416'OF THE HIGHWAY, 42 FEET NORTHWEST OF THE CENTER LINE OF A CONNECTING
 PS0416'ROAD, IN THE POINT OF THE JUNCTION, 1.6 FEET SOUTH OF A REFERENCE
 PS0416'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 PS0416'THE GROUND.
 PS0416
 PS0416                          STATION RECOVERY (2013)
 PS0416
 PS0416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0416'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0418 ***********************************************************************
 PS0418  DESIGNATION -  CAMPBELL RM 1
 PS0418  PID         -  PS0418
 PS0418  STATE/COUNTY-  SD/BUFFALO
 PS0418  COUNTRY     -  US
 PS0418  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0418
 PS0418                         *CURRENT SURVEY CONTROL
 PS0418  ______________________________________________________________________
 PS0418* NAD 83(1986) POSITION- 44 01 09.88   (N) 099 21 08.83   (W)   HD_HELD1
 PS0418* NAVD 88 ORTHO HEIGHT -   441.740 (meters)     1449.28  (feet) ADJUSTED
 PS0418  ______________________________________________________________________
 PS0418  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 PS0418  DYNAMIC HEIGHT  -        441.640 (meters)     1448.95  (feet) COMP
 PS0418  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 PS0418
 PS0418  VERT ORDER      -  FIRST     CLASS II
 PS0418
 PS0418.The horizontal coordinates were determined by differentially corrected
 PS0418.hand held GPS observations or other comparable positioning techniques
 PS0418.and have an estimated accuracy of +/- 3 meters.
 PS0418
 PS0418.The orthometric height was determined by differential leveling and
 PS0418.adjusted by the NATIONAL GEODETIC SURVEY
 PS0418.in June 1991.
 PS0418
 PS0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0418.GEOID18 height accuracy estimate available here.
 PS0418
 PS0418.Click photographs - Photos may exist for this station.
 PS0418
 PS0418.The dynamic height is computed by dividing the NAVD 88
 PS0418.geopotential number by the normal gravity value computed on the
 PS0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0418.degrees latitude (g = 980.6199 gals.).
 PS0418
 PS0418.The modeled gravity was interpolated from observed gravity values.
 PS0418
 PS0418;                    North         East    Units  Estimated Accuracy
 PS0418;SPC SD S     -   187,776.0     678,639.8     MT  (+/- 3 meters HH1 GPS) 
 PS0418
 PS0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7175174089(NAD 83)
 PS0418
 PS0418                          SUPERSEDED SURVEY CONTROL
 PS0418
 PS0418  NGVD 29 (??/??/92)  441.412  (m)         1448.20   (f) ADJ UNCH    1 2
 PS0418
 PS0418.Superseded values are not recommended for survey control.
 PS0418
 PS0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0418.See file dsdata.pdf to determine how the superseded data were derived.
 PS0418
 PS0418_MARKER: DR = REFERENCE MARK DISK
 PS0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0418_STAMPING: CAMPBELL NO 1 1948
 PS0418_MARK LOGO: CGS
 PS0418_PROJECTION: PROJECTING 12 CENTIMETERS
 PS0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0418+STABILITY: SURFACE MOTION
 PS0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0418+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2012
 PS0418
 PS0418  HISTORY     - Date     Condition        Report By
 PS0418  HISTORY     - 1948     MONUMENTED       CGS
 PS0418  HISTORY     - 1949     GOOD             CGS
 PS0418  HISTORY     - 1962     GOOD             CGS
 PS0418  HISTORY     - 20121228 GOOD             INDIV
 PS0418
 PS0418                          STATION DESCRIPTION
 PS0418
 PS0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0418'6 MI SE FROM FORT THOMPSON.
 PS0418'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0418'FORT THOMPSON, THENCE 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0418'47, THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25 MILE
 PS0418'WEST ALONG AN OLD SECTION-LINE ROAD, ON THE TOP OF A HILL, ABOUT
 PS0418'0.3 MILE NORTHEAST OF STATE HIGHWAY NO. 47, 72.1 FEET NORTHWEST
 PS0418'OF CAMPBELL R.M. 2, 54.7 FEET NORTH NORTHEAST OF TRIANGULATION
 PS0418'STATION CAMPBELL 1948, 1 FOOT SOUTH OF AN EAST-WEST FENCE, SET
 PS0418'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PS0418'GROUND.
 PS0418
 PS0418                          STATION RECOVERY (1962)
 PS0418
 PS0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PS0418'RECOVERED IN GOOD CONDITION.
 PS0418
 PS0418                          STATION RECOVERY (2012)
 PS0418
 PS0418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0419 ***********************************************************************
 PS0419  DESIGNATION -  CAMPBELL RM 2
 PS0419  PID         -  PS0419
 PS0419  STATE/COUNTY-  SD/BUFFALO
 PS0419  COUNTRY     -  US
 PS0419  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0419
 PS0419                         *CURRENT SURVEY CONTROL
 PS0419  ______________________________________________________________________
 PS0419* NAD 83(1986) POSITION- 44 01 09.37   (N) 099 21 08.13   (W)   HD_HELD1
 PS0419* NAVD 88 ORTHO HEIGHT -   441.716 (meters)     1449.20  (feet) ADJUSTED
 PS0419  ______________________________________________________________________
 PS0419  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 PS0419  DYNAMIC HEIGHT  -        441.616 (meters)     1448.87  (feet) COMP
 PS0419  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 PS0419
 PS0419  VERT ORDER      -  FIRST     CLASS II
 PS0419
 PS0419.The horizontal coordinates were determined by differentially corrected
 PS0419.hand held GPS observations or other comparable positioning techniques
 PS0419.and have an estimated accuracy of +/- 3 meters.
 PS0419
 PS0419.The orthometric height was determined by differential leveling and
 PS0419.adjusted by the NATIONAL GEODETIC SURVEY
 PS0419.in June 1991.
 PS0419
 PS0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0419.GEOID18 height accuracy estimate available here.
 PS0419
 PS0419.Click photographs - Photos may exist for this station.
 PS0419
 PS0419.The dynamic height is computed by dividing the NAVD 88
 PS0419.geopotential number by the normal gravity value computed on the
 PS0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0419.degrees latitude (g = 980.6199 gals.).
 PS0419
 PS0419.The modeled gravity was interpolated from observed gravity values.
 PS0419
 PS0419;                    North         East    Units  Estimated Accuracy
 PS0419;SPC SD S     -   187,760.4     678,655.6     MT  (+/- 3 meters HH1 GPS) 
 PS0419
 PS0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7176774073(NAD 83)
 PS0419
 PS0419                          SUPERSEDED SURVEY CONTROL
 PS0419
 PS0419  NGVD 29 (??/??/92)  441.387  (m)         1448.12   (f) ADJ UNCH    1 2
 PS0419
 PS0419.Superseded values are not recommended for survey control.
 PS0419
 PS0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0419.See file dsdata.pdf to determine how the superseded data were derived.
 PS0419
 PS0419_MARKER: DR = REFERENCE MARK DISK
 PS0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0419_STAMPING: CAMPBELL NO 2 1948
 PS0419_MARK LOGO: CGS
 PS0419_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0419+STABILITY: SURFACE MOTION
 PS0419
 PS0419  HISTORY     - Date     Condition        Report By
 PS0419  HISTORY     - 1948     MONUMENTED       CGS
 PS0419  HISTORY     - 1949     GOOD             CGS
 PS0419  HISTORY     - 1962     GOOD             CGS
 PS0419  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0419
 PS0419                          STATION DESCRIPTION
 PS0419
 PS0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0419'6 MI SE FROM FORT THOMPSON.
 PS0419'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0419'FORT THOMPSON, THENCE 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0419'47, THENCE 0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25 MILE
 PS0419'WEST ALONG AN OLD SECTION-LINE ROAD, ON THE TOP OF A HILL, ABOUT
 PS0419'0.3 MILE NORTHEAST OF STATE HIGHWAY NO. 47, 72.1 FEET SOUTHEAST
 PS0419'OF CAMPBELL R.M. 1, 66.8 FEET EAST OF TRIANGULATION STATION
 PS0419'CAMPBELL 1948, 51 FEET SOUTH OF AN EAST-WEST FENCE, SET IN THE TOP
 PS0419'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PS0419
 PS0419                          STATION RECOVERY (1962)
 PS0419
 PS0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PS0419'RECOVERED IN GOOD CONDITION.
 PS0419
 PS0419                          STATION RECOVERY (2013)
 PS0419
 PS0419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2268 ***********************************************************************
 PU2268  DESIGNATION -  CANAL
 PU2268  PID         -  PU2268
 PU2268  STATE/COUNTY-  SD/BUTTE
 PU2268  COUNTRY     -  US
 PU2268  USGS QUAD   -  VALE SE (2017)
 PU2268
 PU2268                         *CURRENT SURVEY CONTROL
 PU2268  ______________________________________________________________________
 PU2268* NAD 83(1996) POSITION- 44 36 20.87899(N) 103 18 51.25531(W)   ADJUSTED
 PU2268* NAVD 88 ORTHO HEIGHT -   879.    (meters)     2884.    (feet) SCALED
 PU2268  ______________________________________________________________________
 PU2268  GEOID HEIGHT    -        -16.537 (meters)                     GEOID18
 PU2268  LAPLACE CORR    -         -7.47  (seconds)                    DEFLEC18
 PU2268  HORZ ORDER      -  SECOND
 PU2268
 PU2268.The horizontal coordinates were established by classical geodetic methods
 PU2268.and adjusted by the National Geodetic Survey in January 1998.
 PU2268
 PU2268.The orthometric height was scaled from a topographic map.
 PU2268
 PU2268.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2268.GEOID18 height accuracy estimate available here.
 PU2268
 PU2268.Click photographs - Photos may exist for this station.
 PU2268
 PU2268.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2268
 PU2268. The following values were computed from the NAD 83(1996) position.
 PU2268
 PU2268;                    North         East     Units Scale Factor Converg.
 PU2268;SPC SD N     -    91,222.783   336,978.850   MT  0.99996914   -2 20 44.2
 PU2268;SPC SD N     -   299,286.75  1,105,571.44   sFT  0.99996914   -2 20 44.2
 PU2268;UTM  13      - 4,940,543.393   633,772.034   MT  0.99982006   +1 11 02.3
 PU2268
 PU2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2268!SPC SD N     -   0.99986471  x   0.99996914  =   0.99983386
 PU2268!UTM  13      -   0.99986471  x   0.99982006  =   0.99968480
 PU2268
 PU2268:                Primary Azimuth Mark                     Grid Az
 PU2268:SPC SD N     -  CANAL AZ MK                              096 42 47.5
 PU2268:UTM  13      -  CANAL AZ MK                              093 11 01.0
 PU2268
 PU2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3377240543(NAD 83)
 PU2268
 PU2268|---------------------------------------------------------------------|
 PU2268| PID    Reference Object                     Distance      Geod. Az  |
 PU2268|                                                           dddmmss.s |
 PU2268| CP8943 CANAL RM 1                            8.719 METERS 04559     |
 PU2268| CP8942 CANAL AZ MK                                        0942203.3 |
 PU2268| PU2269 SIMMONS                               5.183 METERS 10042     |
 PU2268| CP8944 CANAL RM 2                            8.075 METERS 15122     |
 PU2268| PU2272 NEWELL MUNICIPAL TANK               APPROX.15.2 KM 3233606.8 |
 PU2268|---------------------------------------------------------------------|
 PU2268
 PU2268                          SUPERSEDED SURVEY CONTROL
 PU2268
 PU2268  NAD 83(1993)-  44 36 20.87202(N)    103 18 51.25549(W) AD(       ) 2
 PU2268  NAD 83(1986)-  44 36 20.86835(N)    103 18 51.25118(W) AD(       ) 2
 PU2268  NAD 27      -  44 36 20.92000(N)    103 18 49.59490(W) AD(       ) 2
 PU2268
 PU2268.Superseded values are not recommended for survey control.
 PU2268
 PU2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2268.See file dsdata.pdf to determine how the superseded data were derived.
 PU2268
 PU2268_MARKER: DS = TRIANGULATION STATION DISK
 PU2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2268_STAMPING: CANAL 1951
 PU2268_MARK LOGO: CGS
 PU2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2268+STABILITY: SURFACE MOTION
 PU2268
 PU2268  HISTORY     - Date     Condition        Report By
 PU2268  HISTORY     - 1951     MONUMENTED       CGS
 PU2268  HISTORY     - 1962     GOOD             CGS
 PU2268  HISTORY     - 1972     MARK NOT FOUND   SCS
 PU2268
 PU2268                          STATION DESCRIPTION
 PU2268
 PU2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2268'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 1 MILE SOUTH
 PU2268'OF VALE, ON PROPERTY OWNED BY MR. W.H. WILLIAMSON, ON THE
 PU2268'HIGHEST POINT AND NEAR THE CENTER OF A SMALL NORTHWEST-SOUTHEAST
 PU2268'RIDGE, AND 7 FEET NORTH-NORTHEAST OF A WITNESS POST.
 PU2268'
 PU2268'TO REACH THE STATION FROM THE POST OFFICE IN VALE, GO EAST
 PU2268'ON A GRAVELED ROAD FOR 4.6 MILES (SCHOOL HOUSE ON THE RIGHT).
 PU2268'THEN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 1.0 MILE TO A CHURCH
 PU2268'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE SOUTH
 PU2268'FOR 0.05 MILE.  THEN RIGHT, WEST ON A TRACK ROAD FOR 0.15
 PU2268'MILE TO A SMALL WOODEN BRIDGE OVER AN IRRIGATION CANAL.  THEN
 PU2268'RIGHT, THROUGH A WIRE GATE.  THEN LEFT, WEST, ACROSS PASTURE
 PU2268'LAND FOR 0.25 MILE TO THE CREST OF THE RIDGE AND THE STATION
 PU2268'AS DESCRIBED.
 PU2268'
 PU2268'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 PU2268'CANAL 1951.
 PU2268'
 PU2268'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE RIDGE.  IT
 PU2268'PROJECTS 8 INCHES, AND THE DISK IS STAMPED CANAL NO 1 1951.
 PU2268'
 PU2268'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE RIDGE, AND 24
 PU2268'FEET SOUTHEAST OF THE WITNESS POST.  IT PROJECTS 8 INCHES,
 PU2268'AND THE DISK IS STAMPED CANAL NO 2 1951.
 PU2268'
 PU2268'THE AZIMUTH MARK IS 103 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 PU2268'CORNER OF THE CHURCH, 70 FEET EAST OF THE CENTER OF THE GRAVELED
 PU2268'ROAD, 46 FEET NORTH OF THE NORTH EDGE OF THE IRRIGATION CANAL,
 PU2268'43 FEET EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF A WIRE
 PU2268'FENCE.  IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 PU2268'CANAL 1951.
 PU2268'
 PU2268'SIMMONS (USGS) IS ON THE CREST OF THE RIDGE, AND 21 FEET
 PU2268'EAST OF THE WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL
 PU2268'SURVEY BENCH MARK DISK, UNSTAMPED, FASTENED TO THE TOP OF A
 PU2268'3-INCH IRON PIPE THAT PROJECTS 8 INCHES.
 PU2268'
 PU2268'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 PU2268'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2268
 PU2268                          STATION RECOVERY (1962)
 PU2268
 PU2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2268'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 PU2268'THE AZIMUTH MARK AND SIMMONS (USGS) WERE RECOVERED AS DESCRIBED
 PU2268'AND FOUND IN GOOD CONDITION.  THE HORIZONTAL DISTANCE TO
 PU2268'REFERENCE MARK NO. 1 WAS FOUND IN ERROR.  A NEW DESCRIPTION
 PU2268'FOLLOWS.
 PU2268'
 PU2268'THE STATION IS LOCATED 8-1/2 MILES NORTH OF BEAR BUTTE, 4-1/2
 PU2268'MILES EAST-SOUTHEAST OF VALE, 2 MILES WEST OF THE BELLE
 PU2268'FOURCHE RIVER, IN SECTION 31, T. 8 N., R. 7 E., ON THE CREST
 PU2268'OF A SMALL GRASS, COVERED HILL ON PROPERTY OWNED BY MR.
 PU2268'W.H. WILLIAMSON.
 PU2268'
 PU2268'TO REACH THE STATION FROM THE POST OFFICE IN VALE GO EAST
 PU2268'ON AN OILED AND GRAVELED ROAD FOR 4.8 MILES TO A CROSSROAD
 PU2268'AND A SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 PU2268'ON A GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT
 PU2268'IN THE SOUTHWEST CORNER OF FENCE AROUND A CHURCH.  CONTINUE
 PU2268'STRAIGHT AHEAD AND GO SOUTH ON THE GRAVELED ROAD FOR 0.1 MILE
 PU2268'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR
 PU2268'0.15 MILE TO A SMALL BRIDGE ACROSS A CANAL.  TURN RIGHT
 PU2268'THROUGH A WIRE GATE, JUST AFTER CROSSING THE BRIDGE, THENCE
 PU2268'WEST-NORTHWEST ACROSS AN OPEN PASTURE FOR 0.25 MILE TO THE
 PU2268'HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 PU2268'
 PU2268'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2268'CONCRETE CYLINDER WHICH PROJECTS 8 INCHES AND IS STAMPED CANAL
 PU2268'1951.  IT IS 7 FEET NORTHEAST OF A 4 X 4 WHITE WITNESS POST.
 PU2268'
 PU2268'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2268'12-INCH CONCRETE CYLINDER WHICH PROJECTS 12 INCHES AND IS STAMPED
 PU2268'CANAL NO 1 1951.  IT IS 35-1/2 FEET NORTHEAST OF A 4 X 4 WHITE
 PU2268'WITNESS POST.
 PU2268'
 PU2268'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2268'12-INCH CONCRETE CYLINDER WHICH PROJECTS 12 INCHES AND IS
 PU2268'STAMPED CANAL NO 2 1951.  IT IS 24 FEET SOUTHEAST OF A 4 X 4
 PU2268'WHITE WITNESS POST.
 PU2268'
 PU2268'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2268'12-INCH CONCRETE CYLINDER WHICH PROJECTS 10 INCHES AND IS
 PU2268'STAMPED CANAL 1951.  IT IS 103 FEET SOUTH-SOUTHWEST OF THE
 PU2268'SOUTHWEST CORNER OF A CHURCH, 82 FEET EAST OF THE CENTER OF A
 PU2268'GRAVELED ROAD AND 44 FEET NORTH OF THE NORTH EDGE OF AN
 PU2268'IRRIGATION CANAL.
 PU2268'
 PU2268'SIMMONS (USGS) IS A GEOLOGICAL SURVEY BENCH MARK DISK, UNSTAMPED,
 PU2268'RIVETED TO THE TOP OF A 3-INCH IRON PIPE, WHICH PROJECTS
 PU2268'8 INCHES.  IT IS 21 FEET EAST-NORTHEAST OF A 4 X 4 WHITE
 PU2268'WITNESS POST.
 PU2268
 PU2268                          STATION RECOVERY (1972)
 PU2268
 PU2268'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1972 (HD)
 PU2268'CONCRETE B.M. IS PULLED OUT AND LAYING IN ROAD DITCH, ADJACENT
 PU2268'TO FENCE.
 PU2268'
 PU2268'500 FEET E. OF NW 1/4 COR. SEC 32 - T 8 N - R7E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0646 ***********************************************************************
 PU0646  DESIGNATION -  CANDLE
 PU0646  PID         -  PU0646
 PU0646  STATE/COUNTY-  SD/PENNINGTON
 PU0646  COUNTRY     -  US
 PU0646  USGS QUAD   -  OWANKA NE (2017)
 PU0646
 PU0646                         *CURRENT SURVEY CONTROL
 PU0646  ______________________________________________________________________
 PU0646* NAD 83(1986) POSITION- 44 08 08.     (N) 102 36 35.     (W)   SCALED
 PU0646* NAVD 88 ORTHO HEIGHT -   932.193 (meters)     3058.37  (feet) ADJUSTED
 PU0646  ______________________________________________________________________
 PU0646  GEOID HEIGHT    -        -18.114 (meters)                     GEOID18
 PU0646  DYNAMIC HEIGHT  -        931.908 (meters)     3057.43  (feet) COMP
 PU0646  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 PU0646
 PU0646  VERT ORDER      -  SECOND    CLASS 0
 PU0646
 PU0646.The horizontal coordinates were scaled from a map and have
 PU0646.an estimated accuracy of +/- 6 seconds.
 PU0646
 PU0646.The orthometric height was determined by differential leveling and
 PU0646.adjusted by the NATIONAL GEODETIC SURVEY
 PU0646.in June 1991.
 PU0646
 PU0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0646.GEOID18 height accuracy estimate available here.
 PU0646
 PU0646.Click photographs - Photos may exist for this station.
 PU0646
 PU0646.The dynamic height is computed by dividing the NAVD 88
 PU0646.geopotential number by the normal gravity value computed on the
 PU0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0646.degrees latitude (g = 980.6199 gals.).
 PU0646
 PU0646.The modeled gravity was interpolated from observed gravity values.
 PU0646
 PU0646;                    North         East    Units  Estimated Accuracy
 PU0646;SPC SD S     -   202,710.      417,870.      MT  (+/- 180 meters Scaled)
 PU0646
 PU0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ912897(NAD 83)
 PU0646
 PU0646                          SUPERSEDED SURVEY CONTROL
 PU0646
 PU0646  NGVD 29 (??/??/92)  931.718  (m)         3056.81   (f) ADJ UNCH    2 0
 PU0646
 PU0646.Superseded values are not recommended for survey control.
 PU0646
 PU0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0646.See file dsdata.pdf to determine how the superseded data were derived.
 PU0646
 PU0646_MARKER: DS = TRIANGULATION STATION DISK
 PU0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0646_STAMPING: CANDLE 1961
 PU0646_MARK LOGO: CGS
 PU0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0646+STABILITY: SURFACE MOTION
 PU0646
 PU0646  HISTORY     - Date     Condition        Report By
 PU0646  HISTORY     - 1961     MONUMENTED       CGS
 PU0646
 PU0646                          STATION DESCRIPTION
 PU0646
 PU0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0646'3.5 MI NW FROM WICKSVILLE.
 PU0646'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0646'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0646'THENCE NORTH ALONG A SURFACED ROAD FOR 3.0 MILES, THENCE EAST ALONG
 PU0646'A SURFACED ROAD FOR 0.8 MILE, 9 FEET WEST OF A WITNESS POST, 9 FEET
 PU0646'WEST OF A FENCE, AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 PU0646'PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0644 ***********************************************************************
 PU0644  DESIGNATION -  CANDLE RM 1
 PU0644  PID         -  PU0644
 PU0644  STATE/COUNTY-  SD/PENNINGTON
 PU0644  COUNTRY     -  US
 PU0644  USGS QUAD   -  OWANKA NE (2017)
 PU0644
 PU0644                         *CURRENT SURVEY CONTROL
 PU0644  ______________________________________________________________________
 PU0644* NAD 83(1986) POSITION- 44 08 08.     (N) 102 36 35.     (W)   SCALED
 PU0644* NAVD 88 ORTHO HEIGHT -   931.986 (meters)     3057.69  (feet) ADJUSTED
 PU0644  ______________________________________________________________________
 PU0644  GEOID HEIGHT    -        -18.114 (meters)                     GEOID18
 PU0644  DYNAMIC HEIGHT  -        931.701 (meters)     3056.76  (feet) COMP
 PU0644  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 PU0644
 PU0644  VERT ORDER      -  SECOND    CLASS 0
 PU0644
 PU0644.The horizontal coordinates were scaled from a map and have
 PU0644.an estimated accuracy of +/- 6 seconds.
 PU0644
 PU0644.The orthometric height was determined by differential leveling and
 PU0644.adjusted by the NATIONAL GEODETIC SURVEY
 PU0644.in June 1991.
 PU0644
 PU0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0644.GEOID18 height accuracy estimate available here.
 PU0644
 PU0644.Click photographs - Photos may exist for this station.
 PU0644
 PU0644.The dynamic height is computed by dividing the NAVD 88
 PU0644.geopotential number by the normal gravity value computed on the
 PU0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0644.degrees latitude (g = 980.6199 gals.).
 PU0644
 PU0644.The modeled gravity was interpolated from observed gravity values.
 PU0644
 PU0644;                    North         East    Units  Estimated Accuracy
 PU0644;SPC SD S     -   202,710.      417,870.      MT  (+/- 180 meters Scaled)
 PU0644
 PU0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ912897(NAD 83)
 PU0644
 PU0644                          SUPERSEDED SURVEY CONTROL
 PU0644
 PU0644  NGVD 29 (??/??/92)  931.511  (m)         3056.13   (f) ADJ UNCH    2 0
 PU0644
 PU0644.Superseded values are not recommended for survey control.
 PU0644
 PU0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0644.See file dsdata.pdf to determine how the superseded data were derived.
 PU0644
 PU0644_MARKER: DR = REFERENCE MARK DISK
 PU0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0644_STAMPING: CANDLE NO 1 1961
 PU0644_MARK LOGO: CGS
 PU0644_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0644+STABILITY: SURFACE MOTION
 PU0644
 PU0644  HISTORY     - Date     Condition        Report By
 PU0644  HISTORY     - 1961     MONUMENTED       CGS
 PU0644
 PU0644                          STATION DESCRIPTION
 PU0644
 PU0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0644'3.5 MI NW FROM WICKSVILLE.
 PU0644'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0644'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0644'THENCE NORTH ALONG A SURFACED ROAD FOR 3.0 MILES, THENCE EAST ALONG
 PU0644'A SURFACED ROAD FOR 0.8 MILE, 40.2 FEET SOUTH OF A WITNESS POST, 2
 PU0644'FEET WEST OF A FENCE, AND SET IN THE TOP OF A SQUARE CONCRETE POST
 PU0644'THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0645 ***********************************************************************
 PU0645  DESIGNATION -  CANDLE RM 2
 PU0645  PID         -  PU0645
 PU0645  STATE/COUNTY-  SD/PENNINGTON
 PU0645  COUNTRY     -  US
 PU0645  USGS QUAD   -  OWANKA NE (2017)
 PU0645
 PU0645                         *CURRENT SURVEY CONTROL
 PU0645  ______________________________________________________________________
 PU0645* NAD 83(1986) POSITION- 44 08 09.     (N) 102 36 35.     (W)   SCALED
 PU0645* NAVD 88 ORTHO HEIGHT -   932.037 (meters)     3057.86  (feet) ADJUSTED
 PU0645  ______________________________________________________________________
 PU0645  GEOID HEIGHT    -        -18.114 (meters)                     GEOID18
 PU0645  DYNAMIC HEIGHT  -        931.753 (meters)     3056.93  (feet) COMP
 PU0645  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 PU0645
 PU0645  VERT ORDER      -  SECOND    CLASS 0
 PU0645
 PU0645.The horizontal coordinates were scaled from a map and have
 PU0645.an estimated accuracy of +/- 6 seconds.
 PU0645
 PU0645.The orthometric height was determined by differential leveling and
 PU0645.adjusted by the NATIONAL GEODETIC SURVEY
 PU0645.in June 1991.
 PU0645
 PU0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0645.GEOID18 height accuracy estimate available here.
 PU0645
 PU0645.Click photographs - Photos may exist for this station.
 PU0645
 PU0645.The dynamic height is computed by dividing the NAVD 88
 PU0645.geopotential number by the normal gravity value computed on the
 PU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0645.degrees latitude (g = 980.6199 gals.).
 PU0645
 PU0645.The modeled gravity was interpolated from observed gravity values.
 PU0645
 PU0645;                    North         East    Units  Estimated Accuracy
 PU0645;SPC SD S     -   202,740.      417,870.      MT  (+/- 180 meters Scaled)
 PU0645
 PU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ912897(NAD 83)
 PU0645
 PU0645                          SUPERSEDED SURVEY CONTROL
 PU0645
 PU0645  NGVD 29 (??/??/92)  931.563  (m)         3056.30   (f) ADJ UNCH    2 0
 PU0645
 PU0645.Superseded values are not recommended for survey control.
 PU0645
 PU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0645.See file dsdata.pdf to determine how the superseded data were derived.
 PU0645
 PU0645_MARKER: DR = REFERENCE MARK DISK
 PU0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0645_STAMPING: CANDLE NO 2 1961
 PU0645_MARK LOGO: CGS
 PU0645_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0645+STABILITY: SURFACE MOTION
 PU0645
 PU0645  HISTORY     - Date     Condition        Report By
 PU0645  HISTORY     - 1961     MONUMENTED       CGS
 PU0645
 PU0645                          STATION DESCRIPTION
 PU0645
 PU0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0645'3.5 MI NW FROM WICKSVILLE.
 PU0645'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0645'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0645'THENCE NORTH ALONG A SURFACED ROAD FOR 3.0 MILES, THENCE EAST ALONG
 PU0645'A SURFACED ROAD FOR 0.8 MILE, 32.3 FEET NORTH OF A WITNESS POST,
 PU0645'2 FEET WEST OF A FENCE, AND SET IN THE TOP OF A SQUARE CONCRETE
 PU0645'POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0868 ***********************************************************************
 OQ0868  DESIGNATION -  CANISTOTA GREY ELEV N GABLE
 OQ0868  PID         -  OQ0868
 OQ0868  STATE/COUNTY-  SD/MCCOOK
 OQ0868  COUNTRY     -  US
 OQ0868  USGS QUAD   -  CANISTOTA (2017)
 OQ0868
 OQ0868                         *CURRENT SURVEY CONTROL
 OQ0868  ______________________________________________________________________
 OQ0868* NAD 83(1996) POSITION- 43 35 58.17438(N) 097 17 26.08568(W)   ADJUSTED
 OQ0868  ______________________________________________________________________
 OQ0868  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 OQ0868  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 OQ0868  HORZ ORDER      -  THIRD
 OQ0868
 OQ0868.The horizontal coordinates were established by classical geodetic methods
 OQ0868.and adjusted by the National Geodetic Survey in January 1998.
 OQ0868
 OQ0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0868.GEOID18 height accuracy estimate available here.
 OQ0868
 OQ0868.Click photographs - Photos may exist for this station.
 OQ0868
 OQ0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0868
 OQ0868. The following values were computed from the NAD 83(1996) position.
 OQ0868
 OQ0868;                    North         East     Units Scale Factor Converg.
 OQ0868;SPC SD S     -   145,158.492   845,605.562   MT  0.99990692   +2 05 56.6
 OQ0868;SPC SD S     -   476,240.82  2,774,290.91   sFT  0.99990692   +2 05 56.6
 OQ0868;UTM  14      - 4,828,810.529   637,970.865   MT  0.99983415   +1 10 44.5
 OQ0868
 OQ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3797028810(NAD 83)
 OQ0868
 OQ0868                          SUPERSEDED SURVEY CONTROL
 OQ0868
 OQ0868  NAD 83(1995)-  43 35 58.18073(N)    097 17 26.06802(W) AD(       ) 3
 OQ0868  NAD 83(1986)-  43 35 58.18164(N)    097 17 26.06460(W) AD(       ) 3
 OQ0868  NAD 27      -  43 35 58.25000(N)    097 17 24.84000(W) AD(       ) 3
 OQ0868
 OQ0868.Superseded values are not recommended for survey control.
 OQ0868
 OQ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0868.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0868
 OQ0868_MARKER: 81 = GABLE
 OQ0868
 OQ0868  HISTORY     - Date     Condition        Report By
 OQ0868  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0868  HISTORY     - 1935     GOOD             CGS
 OQ0868
 OQ0868                          STATION DESCRIPTION
 OQ0868
 OQ0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0868'THIS IS THE ELEVATOR OF THE CANISTOTA GRAIN COMPANY ERECTED
 OQ0868'ON THE SITE OF THE FORMER RED ELVATOR.  SEE RECOVERY NOTE FOR
 OQ0868'SAME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0866 ***********************************************************************
 OQ0866  DESIGNATION -  CANISTOTA HI CH SPIRE NR ELEV
 OQ0866  PID         -  OQ0866
 OQ0866  STATE/COUNTY-  SD/MCCOOK
 OQ0866  COUNTRY     -  US
 OQ0866  USGS QUAD   -  CANISTOTA (2017)
 OQ0866
 OQ0866                         *CURRENT SURVEY CONTROL
 OQ0866  ______________________________________________________________________
 OQ0866* NAD 83(1996) POSITION- 43 35 49.54695(N) 097 17 34.46279(W)   ADJUSTED
 OQ0866  ______________________________________________________________________
 OQ0866  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 OQ0866  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 OQ0866  HORZ ORDER      -  THIRD
 OQ0866
 OQ0866.The horizontal coordinates were established by classical geodetic methods
 OQ0866.and adjusted by the National Geodetic Survey in January 1998.
 OQ0866
 OQ0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0866.GEOID18 height accuracy estimate available here.
 OQ0866
 OQ0866.Click photographs - Photos may exist for this station.
 OQ0866
 OQ0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0866
 OQ0866. The following values were computed from the NAD 83(1996) position.
 OQ0866
 OQ0866;                    North         East     Units Scale Factor Converg.
 OQ0866;SPC SD S     -   144,885.554   845,427.561   MT  0.99990694   +2 05 50.8
 OQ0866;SPC SD S     -   475,345.36  2,773,706.92   sFT  0.99990694   +2 05 50.8
 OQ0866;UTM  14      - 4,828,540.504   637,788.517   MT  0.99983353   +1 10 38.5
 OQ0866
 OQ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3778828540(NAD 83)
 OQ0866
 OQ0866                          SUPERSEDED SURVEY CONTROL
 OQ0866
 OQ0866  NAD 83(1995)-  43 35 49.54907(N)    097 17 34.44130(W) AD(       ) 3
 OQ0866  NAD 83(1986)-  43 35 49.55262(N)    097 17 34.44082(W) AD(       ) 3
 OQ0866  NAD 27      -  43 35 49.62000(N)    097 17 33.22000(W) AD(       ) 3
 OQ0866  USSD        -  43 35 49.81000(N)    097 17 33.61000(W) AD(       ) 3
 OQ0866
 OQ0866.Superseded values are not recommended for survey control.
 OQ0866
 OQ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0866.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0866
 OQ0866_MARKER: 90 = CHURCH SPIRE
 OQ0866
 OQ0866  HISTORY     - Date     Condition        Report By
 OQ0866  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0866  HISTORY     - 1935     GOOD             CGS
 OQ0866
 OQ0866                          STATION DESCRIPTION
 OQ0866
 OQ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0866'THE CHURCH IN THIS POSITION IS THE METHODIST CHURCH, ERECTED
 OQ0866'1895, STILL STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0865 ***********************************************************************
 OQ0865  DESIGNATION -  CANISTOTA HIGHEST WHITE SPIRE
 OQ0865  PID         -  OQ0865
 OQ0865  STATE/COUNTY-  SD/MCCOOK
 OQ0865  COUNTRY     -  US
 OQ0865  USGS QUAD   -  CANISTOTA (2017)
 OQ0865
 OQ0865                         *CURRENT SURVEY CONTROL
 OQ0865  ______________________________________________________________________
 OQ0865* NAD 83(1996) POSITION- 43 35 57.42604(N) 097 17 37.42347(W)   ADJUSTED
 OQ0865  ______________________________________________________________________
 OQ0865  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 OQ0865  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 OQ0865  HORZ ORDER      -  THIRD
 OQ0865
 OQ0865.The horizontal coordinates were established by classical geodetic methods
 OQ0865.and adjusted by the National Geodetic Survey in January 1998.
 OQ0865
 OQ0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0865.GEOID18 height accuracy estimate available here.
 OQ0865
 OQ0865.Click photographs - Photos may exist for this station.
 OQ0865
 OQ0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0865
 OQ0865. The following values were computed from the NAD 83(1996) position.
 OQ0865
 OQ0865;                    North         East     Units Scale Factor Converg.
 OQ0865;SPC SD S     -   145,126.105   845,352.308   MT  0.99990693   +2 05 48.8
 OQ0865;SPC SD S     -   476,134.56  2,773,460.03   sFT  0.99990693   +2 05 48.8
 OQ0865;UTM  14      - 4,828,782.215   637,717.142   MT  0.99983329   +1 10 36.6
 OQ0865
 OQ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3771728782(NAD 83)
 OQ0865
 OQ0865                          SUPERSEDED SURVEY CONTROL
 OQ0865
 OQ0865  NAD 83(1995)-  43 35 57.42849(N)    097 17 37.40241(W) AD(       ) 3
 OQ0865  NAD 83(1986)-  43 35 57.43196(N)    097 17 37.40187(W) AD(       ) 3
 OQ0865  NAD 27      -  43 35 57.49600(N)    097 17 36.17900(W) AD(       ) 3
 OQ0865  USSD        -  43 35 57.69100(N)    097 17 36.57200(W) AD(       ) 3
 OQ0865
 OQ0865.Superseded values are not recommended for survey control.
 OQ0865
 OQ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0865.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0865
 OQ0865_MARKER: 90 = CHURCH SPIRE
 OQ0865
 OQ0865  HISTORY     - Date     Condition        Report By
 OQ0865  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0865  HISTORY     - 1935     GOOD             CGS
 OQ0865
 OQ0865                          STATION DESCRIPTION
 OQ0865
 OQ0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0865'THE CHURCH IN THIS POSITION IS THE LUTHERAN CHURCH, STILL
 OQ0865'STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0864 ***********************************************************************
 OQ0864  DESIGNATION -  CANISTOTA WATER TK WHITE ROOF
 OQ0864  PID         -  OQ0864
 OQ0864  STATE/COUNTY-  SD/MCCOOK
 OQ0864  COUNTRY     -  US
 OQ0864  USGS QUAD   -  CANISTOTA (2017)
 OQ0864
 OQ0864                         *CURRENT SURVEY CONTROL
 OQ0864  ______________________________________________________________________
 OQ0864* NAD 83(1996) POSITION- 43 35 54.96651(N) 097 17 32.47297(W)   ADJUSTED
 OQ0864  ______________________________________________________________________
 OQ0864  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 OQ0864  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 OQ0864  HORZ ORDER      -  THIRD
 OQ0864
 OQ0864.The horizontal coordinates were established by classical geodetic methods
 OQ0864.and adjusted by the National Geodetic Survey in January 1998.
 OQ0864
 OQ0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0864.GEOID18 height accuracy estimate available here.
 OQ0864
 OQ0864.Click photographs - Photos may exist for this station.
 OQ0864
 OQ0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0864
 OQ0864. The following values were computed from the NAD 83(1996) position.
 OQ0864
 OQ0864;                    North         East     Units Scale Factor Converg.
 OQ0864;SPC SD S     -   145,054.320   845,466.036   MT  0.99990693   +2 05 52.2
 OQ0864;SPC SD S     -   475,899.05  2,773,833.15   sFT  0.99990693   +2 05 52.2
 OQ0864;UTM  14      - 4,828,708.618   637,829.694   MT  0.99983367   +1 10 40.0
 OQ0864
 OQ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3782928708(NAD 83)
 OQ0864
 OQ0864                          SUPERSEDED SURVEY CONTROL
 OQ0864
 OQ0864  NAD 83(1995)-  43 35 54.97289(N)    097 17 32.45532(W) AD(       ) 3
 OQ0864  NAD 83(1986)-  43 35 54.97379(N)    097 17 32.45190(W) AD(       ) 3
 OQ0864  NAD 27      -  43 35 55.04000(N)    097 17 31.23000(W) AD(       ) 3
 OQ0864
 OQ0864.Superseded values are not recommended for survey control.
 OQ0864
 OQ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0864.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0864
 OQ0864_MARKER: 51 = TANK
 OQ0864
 OQ0864  HISTORY     - Date     Condition        Report By
 OQ0864  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0864  HISTORY     - 1935     GOOD             CGS
 OQ0864
 OQ0864                          STATION DESCRIPTION
 OQ0864
 OQ0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0864'THIS MARK IS THE SAME AS IN 1927.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0725 ***********************************************************************
 PS0725  DESIGNATION -  CANNING
 PS0725  PID         -  PS0725
 PS0725  STATE/COUNTY-  SD/HUGHES
 PS0725  COUNTRY     -  US
 PS0725  USGS QUAD   -  DE GREY (2017)
 PS0725
 PS0725                         *CURRENT SURVEY CONTROL
 PS0725  ______________________________________________________________________
 PS0725* NAD 83(1996) POSITION- 44 21 54.98156(N) 099 59 38.07660(W)   ADJUSTED
 PS0725* NAVD 88 ORTHO HEIGHT -   604.4   (meters)     1983.    (feet) VERTCON3
 PS0725  ______________________________________________________________________
 PS0725  GEOID HEIGHT    -        -23.795 (meters)                     GEOID18
 PS0725  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 PS0725  HORZ ORDER      -  FIRST
 PS0725
 PS0725.The horizontal coordinates were established by classical geodetic methods
 PS0725.and adjusted by the National Geodetic Survey in January 1998.
 PS0725
 PS0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0725
 PS0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0725.GEOID18 height accuracy estimate available here.
 PS0725
 PS0725.Click photographs - Photos may exist for this station.
 PS0725
 PS0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0725
 PS0725. The following values were computed from the NAD 83(1996) position.
 PS0725
 PS0725;                    North         East     Units Scale Factor Converg.
 PS0725;SPC SD S     -   225,796.023   627,055.969   MT  0.99999189   +0 14 02.9
 PS0725;SPC SD S     -   740,799.12  2,057,266.12   sFT  0.99999189   +0 14 02.9
 PS0725;UTM  14      - 4,912,924.499   420,804.546   MT  0.99967713   -0 41 42.0
 PS0725
 PS0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0725!SPC SD S     -   0.99990898  x   0.99999189  =   0.99990087
 PS0725!UTM  14      -   0.99990898  x   0.99967713  =   0.99958614
 PS0725
 PS0725:                Primary Azimuth Mark                     Grid Az
 PS0725:SPC SD S     -  CANNING AZ MK 2                          316 08 26.0
 PS0725:UTM  14      -  CANNING AZ MK 2                          317 04 10.9
 PS0725
 PS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2080412924(NAD 83)
 PS0725
 PS0725|---------------------------------------------------------------------|
 PS0725| PID    Reference Object                     Distance      Geod. Az  |
 PS0725|                                                           dddmmss.s |
 PS0725| CO5322 CANNING RM 1                         19.155 METERS 19943     |
 PS0725| CO5323 CANNING RM 2                         24.646 METERS 29615     |
 PS0725| CO5321 CANNING AZ MK                                      3144123.4 |
 PS0725| AH8533 CANNING AZ MK 2                                    3162228.9 |
 PS0725|---------------------------------------------------------------------|
 PS0725
 PS0725                          SUPERSEDED SURVEY CONTROL
 PS0725
 PS0725  NAD 83(1986)-  44 21 54.97806(N)    099 59 38.08170(W) AD(       ) 1
 PS0725  NAD 27      -  44 21 55.03900(N)    099 59 36.64000(W) AD(       ) 1
 PS0725  NGVD 29 (07/19/86)  604.0    (m)         1982.     (f) VERT ANG       
 PS0725
 PS0725.Superseded values are not recommended for survey control.
 PS0725
 PS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0725.See file dsdata.pdf to determine how the superseded data were derived.
 PS0725
 PS0725_MARKER: DS = TRIANGULATION STATION DISK
 PS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0725_STAMPING: CANNING 1934
 PS0725_MARK LOGO: NGS
 PS0725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0725
 PS0725  HISTORY     - Date     Condition        Report By
 PS0725  HISTORY     - 1934     MONUMENTED       CGS
 PS0725  HISTORY     - 1948     GOOD             CGS
 PS0725  HISTORY     - 1951     GOOD             CGS
 PS0725  HISTORY     - 1963     GOOD             USFS
 PS0725  HISTORY     - 1975     GOOD             NGS
 PS0725  HISTORY     - 19840824 GOOD             NGS
 PS0725
 PS0725                          STATION DESCRIPTION
 PS0725
 PS0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PS0725'STATION IS ABOUT 2-1/2 MILES SE OF CANNING, AND IS ON A PROMINENT,
 PS0725'HIGH GRASSY HILLTOP.  THIS HILLTOP IS AT THE SW END OF A GROUP
 PS0725'OF HILLS S OF MEDICINE KNOLL CREEK.  THERE IS A HILLTOP OF ABOUT
 PS0725'THE SAME ELEVATION ABOUT 1 MILE TO THE NE.
 PS0725'
 PS0725'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0725'BRONZE DISKS SET IN CONCRETE.
 PS0725'
 PS0725'REFERENCE MARK NO. 1 IS SW OF THE STATION.
 PS0725'
 PS0725'REFERENCE MARK NO. 2 IS NW OF THE STATION.
 PS0725'
 PS0725'THE AZIMUTH MARK IS ABOUT 0.9 MILE NW OF THE STATION.  IT IS
 PS0725'4 FEET N OF A FENCE CORNER AND IS 29 FEET W OF THE CENTER OF
 PS0725'THE ROAD.
 PS0725'
 PS0725'THE STATION IS REACHED FROM CANNING, BY GOING E ON THE S SIDE
 PS0725'OF THE RAILROAD 1.3 MILES.  TURN S, AND GO 1.6 MILES TO A FENCE
 PS0725'CORNER ON THE W SIDE OF THE ROAD.  (THE AZIMUTH MARK IS AT THIS
 PS0725'CORNER.) LEAVE THE ROAD AND TAKE AN ANGLING TRAIL SOUTHEASTERLY
 PS0725'UP THROUGH A DRAW 0.9 MILE TO A POINT JUST N OF A HIGH HILLTOP.
 PS0725'DRIVE UP THE HILL S TO THE HIGHEST POINT AND THE STATION.
 PS0725'
 PS0725'A 4-FOOT STAND WAS ERECTED.
 PS0725
 PS0725                          STATION RECOVERY (1948)
 PS0725
 PS0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PS0725'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 PS0725'DESCRIPTION IS ACCURATE AND ADEQUATE.  DESCRIPTION FOLLOWS--
 PS0725'
 PS0725'STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF CANNING ON THE
 PS0725'EAST EDGE OF A PROMINENT HILL THAT IS AT THE SOUTHWEST EDGE OF
 PS0725'A CHAIN OF LIKE HILLS.  THERE IS A HILL ABOUT 1 MILE NORTHEAST
 PS0725'THAT IS ABOUT THE SAME ELEVATION.  THE STATION IS ABOUT 10 FEET
 PS0725'WEST OF THE EAST EDGE OF THE HILL, AND ABOUT 50 FEET EAST OF THE
 PS0725'WEST EDGE OF THE HILL.  IT PROJECTS ABOUT 6 INCHES, AND THE
 PS0725'DISK IS STAMPED CANNING 1934.
 PS0725'
 PS0725'REFERENCE MARK NO. 1 IS 62.84 FEET SOUTHWEST OF THE STATION
 PS0725'ON THE SOUTH SLOPE OF THE HILL, AND IT IS ABOUT 6 FEET LOWER
 PS0725'THAN THE STATION.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PS0725'CANNING NO 1 1934.
 PS0725'
 PS0725'REFERENCE MARK NO. 2 IS 81.11 FEET NORTHWEST OF THE STATION,
 PS0725'AND ABOUT 4 FEET LOWER THAN THE STATION.  IT PROJECTS ABOUT 4
 PS0725'INCHES, AND THE DISK IS STAMPED CANNING NO 2 1934.
 PS0725'
 PS0725'THE AZIMUTH MARK IS APPROXIMATELY 0.9 MILE NORTHWEST OF THE
 PS0725'STATION, 29 FEET WEST OF THE CENTERLINE OF A GRADED DIRT ROAD,
 PS0725'4 FEET NORTH OF A FENCE CORNER, AND 2 FEET EAST OF A WITNESS
 PS0725'POST.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED CANNING
 PS0725'AZIMUTH 1934.
 PS0725'
 PS0725'TO REACH THE STATION FROM THE DEPOT IN CANNING, GO EAST ON THE
 PS0725'ROAD THAT IS SOUTH OF THE RAILROAD TRACK FOR 1.35 MILES TO A FORK.
 PS0725'THEN RIGHT ROAD FOR 1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PS0725'CONTINUE IN A SOUTHERLY DIRECTION FOR 0.5 MILE, THEN LEAVE
 PS0725'THE ROAD, TURN LEFT (EASTERLY) FOR 0.8 MILE TO THE HIGHEST POINT
 PS0725'AND THE STATION AS DESCRIBED.
 PS0725
 PS0725                          STATION RECOVERY (1951)
 PS0725
 PS0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0725'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 PS0725'BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 PS0725'
 PS0725'1951 OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
 PS0725
 PS0725                          STATION RECOVERY (1963)
 PS0725
 PS0725'RECOVERY NOTE BY US FOREST SERVICE 1963
 PS0725'ALL MARKERS FOUND AS DESCRIBED IN GOOD CONDITION.
 PS0725
 PS0725                          STATION RECOVERY (1975)
 PS0725
 PS0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PS0725'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 PS0725'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD IMPROVEMENTS,
 PS0725'THE STATE HIGHWAY DEPARTMENT REQUESTED THAT THE AZIMUTH MARK BE
 PS0725'MOVED.  A NEW AZIMUTH MARK WAS SET, AND THE DISK REMOVED FROM
 PS0725'AZIMUTH MARK 1934 AT THIS TIME.
 PS0725'
 PS0725'A NEW DESCRIPTION FOLLOWS--
 PS0725'
 PS0725'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF CANNING, ON THE
 PS0725'TOP OF A PROMINENT GRASS COVERED HILL KNOWN LOCALLY AT MT. TOM.
 PS0725'IT IS AT THE SOUTHWEST END OF A GROUP OF HILLS SOUTH OF MEDICINE
 PS0725'KNOLL CREEK.  THERE IS ANOTHER HILL ABOUT 1 MILE NORTHEAST OF THE
 PS0725'STATION OF ABOUT THE SAME ELEVATION.  THE STATION SITE IS ON THE
 PS0725'GRAF BROTHERS RANCH, THE PROPERTY IS LEASED BY MR. ERVIN KORKOW.
 PS0725'THE NEW AZIMUTH MARK IS ON PROPERTY OWNED AND FARMED BY MR.
 PS0725'KORKOW.
 PS0725'
 PS0725'TO REACH THE STATION FROM THE DEPOT IN CANNING, GO EAST ON THE COUNTY
 PS0725'ROAD THAT IS SOUTH OF THE RAILROAD TRACK FOR 1.35 MILES TO A ROAD
 PS0725'FORK, FOLLOW THE RIGHT FORK SOUTH FOR 1.6 MILES TO A CULVERT
 PS0725'(METAL) AND A GRASSED WATERWAY RUNNING FROM EAST TO WEST AND THE
 PS0725'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON THE COUNTY
 PS0725'ROAD 0.45 MILE TO A SIDE ROAD ON THE RIGHT AND A FIELD ROAD ON
 PS0725'THE LEFT, TURN LEFT AND GO EAST ON THE FIELD ROAD 0.35 MILE TO
 PS0725'BASE OF HILL THEN BEAR NORTHEASTERLY ABOUT 0.4 MILE ACROSS
 PS0725'PASTURE LAND AND ALONG WEST SIDE OF FENCE TO A GATE, TURN RIGHT
 PS0725'THRU GATE AND GO SOUTH ALONG EAST SIDE OF FENCE TO THE WEST PART OF
 PS0725'HILL THEN TURN LEFT AND PICK WAY EASTERLY TO THE TOP OF THE HILL
 PS0725'AND STATION.
 PS0725'
 PS0725'THE STATION MARK IS A STANDARD DISK STAMPED CANNING 1934, SET IN THE
 PS0725'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS ON
 PS0725'THE HIGHEST PART OF THE HILL.
 PS0725'
 PS0725'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CANNING NO 1 1934,
 PS0725'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PS0725'8-INCHES.  IT IS ON THE SOUTH SLOPE OF THE HILL, AND ABOUT 6 FEET
 PS0725'LOWER THEN THE STATION.
 PS0725'
 PS0725'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CANNING NO 2 1934,
 PS0725'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PS0725'6-INCHES.  IT IS ON THE WEST SLOPE OF THE HILL, AND ABOUT 3 FEET
 PS0725'LOWER THEN THE STATION.
 PS0725'
 PS0725'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CANNING
 PS0725'1934 AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 PS0725'PROJECTS 8-INCHES.  IT IS 506 FEET EAST OF THE CENTER OF THE
 PS0725'COUNTY ROAD, 10 FEET NORTH OF THE EDGE OF A FIELD, 2.0 FEET EAST
 PS0725'OF A METAL WITNESS POST, AND AT THE WEST EDGE OF A LARGE CLUMP OF
 PS0725'BRUSH.
 PS0725'
 PS0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES SE
 PS0725'OF CANNING.
 PS0725
 PS0725                          STATION RECOVERY (1984)
 PS0725
 PS0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0725'THE STATION AND PERIPHERAL MARKS WERE RECOVERED AS PREVIOUSLY
 PS0725'DESCRIBED.  THE 1975 RECOVERY NOTE IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0808 ***********************************************************************
 QS0808  DESIGNATION -  CANNON
 QS0808  PID         -  QS0808
 QS0808  STATE/COUNTY-  SD/CORSON
 QS0808  COUNTRY     -  US
 QS0808  USGS QUAD   -  MAHTO (2017)
 QS0808
 QS0808                         *CURRENT SURVEY CONTROL
 QS0808  ______________________________________________________________________
 QS0808* NAD 83(1996) POSITION- 45 51 21.64019(N) 100 39 56.80066(W)   ADJUSTED
 QS0808* NAVD 88 ORTHO HEIGHT -   641.    (meters)     2103.    (feet) SCALED
 QS0808  ______________________________________________________________________
 QS0808  GEOID HEIGHT    -        -21.294 (meters)                     GEOID18
 QS0808  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 QS0808  HORZ ORDER      -  THIRD
 QS0808
 QS0808.The horizontal coordinates were established by classical geodetic methods
 QS0808.and adjusted by the National Geodetic Survey in January 1998.
 QS0808
 QS0808.The orthometric height was scaled from a topographic map.
 QS0808
 QS0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0808.GEOID18 height accuracy estimate available here.
 QS0808
 QS0808.Click photographs - Photos may exist for this station.
 QS0808
 QS0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0808
 QS0808. The following values were computed from the NAD 83(1996) position.
 QS0808
 QS0808;                    North         East     Units Scale Factor Converg.
 QS0808;SPC SD N     -   224,989.628   548,291.651   MT  1.00003791   -0 28 16.3
 QS0808;SPC SD N     -   738,153.47  1,798,853.52   sFT  1.00003791   -0 28 16.3
 QS0808;UTM  14      - 5,079,398.709   370,681.308   MT  0.99980559   -1 11 43.8
 QS0808
 QS0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0808!SPC SD N     -   0.99990279  x   1.00003791  =   0.99994070
 QS0808!UTM  14      -   0.99990279  x   0.99980559  =   0.99970840
 QS0808
 QS0808:                Primary Azimuth Mark                     Grid Az
 QS0808:SPC SD N     -  CANNON AZ MK                             179 39 49.1
 QS0808:UTM  14      -  CANNON AZ MK                             180 23 16.6
 QS0808
 QS0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7068179398(NAD 83)
 QS0808
 QS0808|---------------------------------------------------------------------|
 QS0808| PID    Reference Object                     Distance      Geod. Az  |
 QS0808|                                                           dddmmss.s |
 QS0808| CO5325 CANNON RM 1                          11.733 METERS 00706     |
 QS0808| CO5324 CANNON AZ MK                                       1791132.8 |
 QS0808| QS0830 MC LAUGHLIN PUBLIC SCHOOL CHIM      APPROX.12.4 KM 2455338.9 |
 QS0808| QS0827 MC LAUGHLIN MUNICIPAL TANK          APPROX.12.2 KM 2481307.6 |
 QS0808| CO5326 CANNON RM 2                           8.449 METERS 26718     |
 QS0808|---------------------------------------------------------------------|
 QS0808
 QS0808                          SUPERSEDED SURVEY CONTROL
 QS0808
 QS0808  NAD 83(1986)-  45 51 21.63103(N)    100 39 56.79655(W) AD(       ) 3
 QS0808  NAD 27      -  45 51 21.63600(N)    100 39 55.34400(W) AD(       ) 3
 QS0808
 QS0808.Superseded values are not recommended for survey control.
 QS0808
 QS0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0808.See file dsdata.pdf to determine how the superseded data were derived.
 QS0808
 QS0808_MARKER: DS = TRIANGULATION STATION DISK
 QS0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0808_STAMPING: CANNON 1952
 QS0808_MARK LOGO: CGS
 QS0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0808+STABILITY: SURFACE MOTION
 QS0808
 QS0808  HISTORY     - Date     Condition        Report By
 QS0808  HISTORY     - 1952     MONUMENTED       CGS
 QS0808  HISTORY     - 1969     GOOD             USAF
 QS0808
 QS0808                          STATION DESCRIPTION
 QS0808
 QS0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0808'THE STATION IS IN SECTION 21, T 22 N, R 28 E, ON THE RIGHT-OF-WAY
 QS0808'OF A SECTION LINE ROAD, ABOUT 7 MILES EAST AND 3 MILES NORTH OF
 QS0808'MC LAUGHLIN, 36 FEET EAST OF A CUTBANK, 6 FEET WEST OF A
 QS0808'WIRE FENCE AND 5 FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST.
 QS0808'
 QS0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0808'STATE HIGHWAY 63 AT THE NORTH EDGE OF MC LAUGHLIN, GO NORTH
 QS0808'ON STATE HIGHWAY 63 FOR 1.2 MILES TO A SIDE ROAD RIGHT, TURN
 QS0808'RIGHT ON THE MAIN GRAVELED ROAD AND GO EAST FOR 7.45 MILES
 QS0808'TO A CROSS ROAD, TURN LEFT ON A GRADED DIRT ROAD AND GO NORTH
 QS0808'FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 QS0808'CONTINUE NORTH 0.4 MILE TO A POINT WHERE THE MAIN ROAD TURNS
 QS0808'LEFT, CONTINUE STRAIGHT AHEAD TO TOP OF CUTBANK AND THE
 QS0808'STATION.
 QS0808'
 QS0808'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0808'CANNON 1952.
 QS0808'
 QS0808'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE.  THE MARK
 QS0808'PROJECTS 4 INCHES AND THE DISK IS STAMPED CANNON NO 1 1952.
 QS0808'
 QS0808'REFERENCE MARK 2 IS 33 FEET WEST OF THE WIRE FENCE.  THE MARK
 QS0808'PROJECTS 4 INCHES AND THE DISK IS STAMPED CANNON NO 2 1952.
 QS0808'
 QS0808'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF THE GRADED
 QS0808'ROAD, 2 FEET NORTH OF A 4 X 4 INCH WITNESS POST AND 1 FOOT WEST
 QS0808'OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QS0808'STAMPED CANNON 1952.
 QS0808'
 QS0808'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0808
 QS0808                          STATION RECOVERY (1969)
 QS0808
 QS0808'RECOVERY NOTE BY US AIR FORCE 1969
 QS0808'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QS0808'CONDITION.  THE AZIMUTH MARK WAS RECOVERED, THOUGH MAY BE
 QS0808'LAYING ON ITS SIDE SHORTLY.  THE SOIL HAS BEEN WASHED AWAY
 QS0808'FROM ITS WESTERN SIDE.
 QS0808'
 QS0808'DUE TO NUMEROUS HIGHWAY ALTERATIONS, A NEW ROUTE DESCRIPTION
 QS0808'IS NECESSARY--
 QS0808'
 QS0808'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 QS0808'U.S. HIGHWAY 12/STATE HIGHWAY 20 IN MOBRIDGE, SOUTH DAKOTA,
 QS0808'GO WEST ON HIGHWAY 12/20 FOR 8.45 MILES TO THE SEPARATION OF
 QS0808'HIGHWAYS 12 AND 20.  CONTINUE ON HIGHWAY 12 FOR 22.75 MILES
 QS0808'TO THE INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 63 IN
 QS0808'MC LAUGHLIN.  THENCE, RIGHT (NORTH) ON HIGHWAY 63 FOR 1.2
 QS0808'MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT (EAST) ON THE GRAVEL
 QS0808'ROAD FOR 7.4 MILES TO A CROSSROADS.  TURN LEFT (NORTH) ON THE
 QS0808'DIRT ROAD FOR 1.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QS0808'CONTINUE 0.4 MILE TO THE TOP OF A CUTBANK AND THE STATION
 QS0808'ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0885 ***********************************************************************
 OQ0885  DESIGNATION -  CANOVA
 OQ0885  PID         -  OQ0885
 OQ0885  STATE/COUNTY-  SD/MINER
 OQ0885  COUNTRY     -  US
 OQ0885  USGS QUAD   -  CANOVA EAST (2017)
 OQ0885
 OQ0885                         *CURRENT SURVEY CONTROL
 OQ0885  ______________________________________________________________________
 OQ0885* NAD 83(1996) POSITION- 43 53 29.66947(N) 097 27 34.81747(W)   ADJUSTED
 OQ0885* NAVD 88 ORTHO HEIGHT -   482.3   (meters)     1582.    (feet) VERTCON3
 OQ0885  ______________________________________________________________________
 OQ0885  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 OQ0885  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 OQ0885  HORZ ORDER      -  FIRST
 OQ0885
 OQ0885.The horizontal coordinates were established by classical geodetic methods
 OQ0885.and adjusted by the National Geodetic Survey in January 1998.
 OQ0885
 OQ0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0885
 OQ0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0885.GEOID18 height accuracy estimate available here.
 OQ0885
 OQ0885.Click photographs - Photos may exist for this station.
 OQ0885
 OQ0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0885
 OQ0885. The following values were computed from the NAD 83(1996) position.
 OQ0885
 OQ0885;                    North         East     Units Scale Factor Converg.
 OQ0885;SPC SD S     -   177,102.454   830,839.846   MT  0.99991821   +1 58 56.6
 OQ0885;SPC SD S     -   581,043.63  2,725,847.06   sFT  0.99991821   +1 58 56.6
 OQ0885;UTM  14      - 4,860,983.526   623,719.741   MT  0.99978826   +1 04 04.9
 OQ0885
 OQ0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0885!SPC SD S     -   0.99992843  x   0.99991821  =   0.99984665
 OQ0885!UTM  14      -   0.99992843  x   0.99978826  =   0.99971671
 OQ0885
 OQ0885:                Primary Azimuth Mark                     Grid Az
 OQ0885:SPC SD S     -  CANOVA OPEN BELFRY                       248 32 34.0
 OQ0885:UTM  14      -  CANOVA OPEN BELFRY                       249 27 25.7
 OQ0885
 OQ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2371960983(NAD 83)
 OQ0885
 OQ0885|---------------------------------------------------------------------|
 OQ0885| PID    Reference Object                     Distance      Geod. Az  |
 OQ0885|                                                           dddmmss.s |
 OQ0885| OQ0877 WINFRED CHURCH SPIRE                APPROX.14.1 KM 0330753.3 |
 OQ0885| OQ0876 WINFRED ELEVATOR                    APPROX.13.9 KM 0333004.8 |
 OQ0885| OQ0855 ORLAND LONE CHURCH SPIRE            APPROX.23.6 KM 0980934.2 |
 OQ0885| OQ0881 SWEDISH LUTH CH PYRAMID SPIRE       APPROX.11.1 KM 1252513.7 |
 OQ0885| OQ0883 SWEDISH BAP CH SQUARE SPIRE         APPROX. 6.4 KM 1400643.8 |
 OQ0885| OQ0870 SALEM SCHOOLHOUSE DOME              APPROX.19.2 KM 1614321.7 |
 OQ0885| OQ0872 SALEM ST MARYS CHURCH SPIRE         APPROX.19.2 KM 1625909.6 |
 OQ0885| OQ0882 CHURCH 7 MI N BY W SALEM SPIRE      APPROX. 8.2 KM 1852211.7 |
 OQ0885| OQ0933 FARMER CATHOLIC CHURCH SPIRE        APPROX.26.0 KM 2245458.2 |
 OQ0885| OQ0922 DOVER CHURCH TOADSTOOL SPIRE        APPROX.11.9 KM 2272910.4 |
 OQ0885| OQ0884 CANOVA OPEN BELFRY                  APPROX. 3.4 KM 2503130.6 |
 OQ0885| OQ0921 CANOVA ELEVATOR LEAD COLORED        APPROX. 3.8 KM 2514817.4 |
 OQ0885| OQ0923 EPIPHANY WATER WORKS TANK           APPROX.16.9 KM 2525423.9 |
 OQ0885| OQ0924 EPIPHANY CHURCH SPIRE               APPROX.16.9 KM 2534731.4 |
 OQ0885| PR0912 ROSWELL CHURCH SPIRE                APPROX.22.8 KM 3040507.5 |
 OQ0885| PR0909 HOWARD ELEVATOR CENTER              APPROX.14.1 KM 3370934.7 |
 OQ0885| PR0905 HOWARD CATHOLIC CHURCH SPIRE        APPROX.14.8 KM 3373026.4 |
 OQ0885| PR0907 HOWARD METHODIST CHURCH SPIRE       APPROX.14.4 KM 3373206.5 |
 OQ0885| PR0910 HOWARD CONG CH SPIRE                APPROX.14.6 KM 3374819.2 |
 OQ0885| PR0911 HOWARD COURTHOUSE DOME              APPROX.14.8 KM 3383504.9 |
 OQ0885| CO2801 CANOVA RM                                          34611     |
 OQ0885|---------------------------------------------------------------------|
 OQ0885
 OQ0885                          SUPERSEDED SURVEY CONTROL
 OQ0885
 OQ0885  NAD 83(1986)-  43 53 29.67750(N)    097 27 34.78891(W) AD(       ) 1
 OQ0885  NAD 27      -  43 53 29.76500(N)    097 27 33.54800(W) AD(       ) 1
 OQ0885  USSD        -  43 53 29.94400(N)    097 27 33.95600(W) AD(       ) 3
 OQ0885  NGVD 29 (07/19/86)  482.0    (m)         1581.     (f) VERT ANG       
 OQ0885
 OQ0885.Superseded values are not recommended for survey control.
 OQ0885
 OQ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0885.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0885
 OQ0885_MARKER: DS = TRIANGULATION STATION DISK
 OQ0885_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0885_STAMPING: CANOVA 1903
 OQ0885_MARK LOGO: CGS
 OQ0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0885
 OQ0885  HISTORY     - Date     Condition        Report By
 OQ0885  HISTORY     - 1903     MONUMENTED       CGS
 OQ0885  HISTORY     - 1927     GOOD             CGS
 OQ0885  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0885
 OQ0885                          STATION DESCRIPTION
 OQ0885
 OQ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0885'SITUATED IN THE NW CORNER OF THE NE 1/4 SEC. 20, T 105 N, R 56 W,
 OQ0885'ON LAND BELONGING TO FRED FORSBERG, BEING 3 MILES N 71 DEG E FROM
 OQ0885'CANOVA VILLAGE.  IT IS 38.67 METERS S OF THE WIRE FENCE ON THE
 OQ0885'S SIDE OF THE WAGON ROAD, AND 10.57 METERS E OF THE N AND S
 OQ0885'FENCE BETWEEN MR. FORSBERGS GROVE AND HOUSE GROUNDS AND HIS
 OQ0885'WHEAT FIELD.  THE REFERENCE MARK IS AT THE INTERSECTION OF THE
 OQ0885'S ROAD FENCE AND THE ABOVE-MENTIONED PARTITION FENCE, 0.17
 OQ0885'METER S OF THE ROAD FENCE AND 0.17 METER E OF THE PARTITION
 OQ0885'FENCE.  IT IS 39.259 METERS FROM THE STATION N 13 DEG 49 MIN W
 OQ0885'AND 0.63 METER LOWER IN ELEVATION THAN THE
 OQ0885'STATION.  THE FOLLOWING BEARING AND DISTANCES ARE FROM THE
 OQ0885'TRIANGULATION STATION--CARL PETERSENS WINDMILL TOWER,
 OQ0885'S 75 DEG 54 MIN W, ABOUT 400 METERS.  S.H. LILJENBERGS
 OQ0885'WINDMILL TOWER, N 63 DEG 19 MIN W, ABOUT 900 METERS.  FRED
 OQ0885'FORSBERGS HOUSE, NW CORNER OF MAIN PART, S 33 DEG 40 MIN E,
 OQ0885'36.605 METERS.  NE CORNER OF SEC. 20, T 105 N, R 55 W,
 OQ0885'IS CONNECTED WITH THE STATION.
 OQ0885
 OQ0885                          STATION RECOVERY (1927)
 OQ0885
 OQ0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0885'THE MARKS ARE IN GOOD CONDITION.  THE LAND IS NOW OWNED BY MR.
 OQ0885'I.O. SWANSON.
 OQ0885
 OQ0885                          STATION RECOVERY (1935)
 OQ0885
 OQ0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0885'STATION RECOVERED MAY 13, 1935.  FOUND TO BE IN GOOD CONDITION.
 OQ0885'FLUSH WITH SURFACE OF GROUND.  SURFACE STATION MARK IS STANDARD
 OQ0885'DISK SET IN TOP OF TERRA-COTTA PIPE FILLED WITH AND SET IN
 OQ0885'CONCRETE.  REFERENCE MARK IS STANDARD REFERENCE DISK IN TOP OF
 OQ0885'TERRA-COTTA PIPE FILLED WITH AND SET IN CONCRETE.
 OQ0885'
 OQ0885'STATION IS LOCATED NEAR NW CORNER NE 1/4 SEC. 20, T 105 N, R 55
 OQ0885'W (NOT R 56 W AS GIVEN IN DESCRIPTION), ON LAND HELD BY A LOAN
 OQ0885'COMPANY AND OCCUPIED BY FLOYD JOHNSON, IN A GROVE OF CHINESE
 OQ0885'ELM TREES, 154 FEET S OF CENTER LINE OF SECTION-LINE ROAD, 120
 OQ0885'FEET S OF S RIGHT-OF-WAY LINE, AND 33.5 FEET E OF WOVEN-WIRE
 OQ0885'FENCE SEPARATING GROVE FROM A CULTIVATED FIELD ON THE W.
 OQ0885'
 OQ0885'REFERENCE MARK IS FLUSH WITH SURFACE OF GROUND AT SHOULDER OF
 OQ0885'GRADE DITCH, 28 FEET S OF CENTER LINE OF ROAD, 7 FEET N OF S
 OQ0885'RIGHT-OF-WAY FENCE, 3 FEET E OF FENCE ON N AND S CENTER LINE
 OQ0885'OF SECTION, AND 129 FEET NNW OF STATION.
 OQ0885'
 OQ0885'AZIMUTH MARKS--(1) NW CORNER MAIN PART OF MR. JOHNSONS HOUSE,
 OQ0885'DISTANT 120 FEET, - STILL GOOD.  (2) CARL PETERSONS WINDMILL
 OQ0885'TOWER - TOWER WAS IN PRESENT LOCATION IN 1927 BUT NOT IN 1903.
 OQ0885'IF AZIMUTH WAS REDETERMINED IN 1927 IT WILL STILL BE GOOD.
 OQ0885'IF NOT, THE MARK IS NO LONGER GOOD.  (3) S.H. LILJENBORGS
 OQ0885'WINDMILL TOWER - IS STILL IN SAME LOCATION AS IN 1903.  (4) SEC.
 OQ0885'20 NE CORNER - BURIED QUITE DEEPLY UNDER ROAD GRADE, DID NOT
 OQ0885'SEARCH FOR IT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0921 ***********************************************************************
 OQ0921  DESIGNATION -  CANOVA ELEVATOR LEAD COLORED
 OQ0921  PID         -  OQ0921
 OQ0921  STATE/COUNTY-  SD/MINER
 OQ0921  COUNTRY     -  US
 OQ0921  USGS QUAD   -  CANOVA WEST (2017)
 OQ0921
 OQ0921                         *CURRENT SURVEY CONTROL
 OQ0921  ______________________________________________________________________
 OQ0921* NAD 83(1996) POSITION- 43 52 50.94399(N) 097 30 17.56976(W)   ADJUSTED
 OQ0921  ______________________________________________________________________
 OQ0921  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 OQ0921  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 OQ0921  HORZ ORDER      -  THIRD
 OQ0921
 OQ0921.The horizontal coordinates were established by classical geodetic methods
 OQ0921.and adjusted by the National Geodetic Survey in January 1998.
 OQ0921
 OQ0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0921.GEOID18 height accuracy estimate available here.
 OQ0921
 OQ0921.Click photographs - Photos may exist for this station.
 OQ0921
 OQ0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0921
 OQ0921. The following values were computed from the NAD 83(1996) position.
 OQ0921
 OQ0921;                    North         East     Units Scale Factor Converg.
 OQ0921;SPC SD S     -   175,783.362   827,250.339   MT  0.99991734   +1 57 04.4
 OQ0921;SPC SD S     -   576,715.91  2,714,070.49   sFT  0.99991734   +1 57 04.4
 OQ0921;UTM  14      - 4,859,722.066   620,110.124   MT  0.99977744   +1 02 11.3
 OQ0921
 OQ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2011059722(NAD 83)
 OQ0921
 OQ0921                          SUPERSEDED SURVEY CONTROL
 OQ0921
 OQ0921  NAD 83(1986)-  43 52 50.95296(N)    097 30 17.53964(W) AD(       ) 3
 OQ0921  NAD 27      -  43 52 51.04000(N)    097 30 16.29300(W) AD(       ) 3
 OQ0921  USSD        -  43 52 51.22100(N)    097 30 16.70000(W) AD(       ) 3
 OQ0921
 OQ0921.Superseded values are not recommended for survey control.
 OQ0921
 OQ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0921.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0921
 OQ0921_MARKER: 65 = GRAIN ELEVATOR
 OQ0921
 OQ0921  HISTORY     - Date     Condition        Report By
 OQ0921  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0921  HISTORY     - 1935     GOOD             CGS
 OQ0921
 OQ0921                          STATION DESCRIPTION
 OQ0921
 OQ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0921'THIS IS THE FARMERS ELEVATOR LOCATED OPPOSITE THE RAILROAD
 OQ0921'STATION.  IT IS STILL STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0884 ***********************************************************************
 OQ0884  DESIGNATION -  CANOVA OPEN BELFRY
 OQ0884  PID         -  OQ0884
 OQ0884  STATE/COUNTY-  SD/MINER
 OQ0884  COUNTRY     -  US
 OQ0884  USGS QUAD   -  CANOVA WEST (2017)
 OQ0884
 OQ0884                         *CURRENT SURVEY CONTROL
 OQ0884  ______________________________________________________________________
 OQ0884* NAD 83(1996) POSITION- 43 52 52.64289(N) 097 29 59.47936(W)   ADJUSTED
 OQ0884  ______________________________________________________________________
 OQ0884  GEOID HEIGHT    -        -25.886 (meters)                     GEOID18
 OQ0884  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 OQ0884  HORZ ORDER      -  THIRD
 OQ0884
 OQ0884.The horizontal coordinates were established by classical geodetic methods
 OQ0884.and adjusted by the National Geodetic Survey in January 1998.
 OQ0884
 OQ0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0884.GEOID18 height accuracy estimate available here.
 OQ0884
 OQ0884.Click photographs - Photos may exist for this station.
 OQ0884
 OQ0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0884
 OQ0884. The following values were computed from the NAD 83(1996) position.
 OQ0884
 OQ0884;                    North         East     Units Scale Factor Converg.
 OQ0884;SPC SD S     -   175,849.524   827,652.134   MT  0.99991737   +1 57 16.8
 OQ0884;SPC SD S     -   576,932.98  2,715,388.71   sFT  0.99991737   +1 57 16.8
 OQ0884;UTM  14      - 4,859,781.796   620,512.867   MT  0.99977863   +1 02 23.9
 OQ0884
 OQ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2051259781(NAD 83)
 OQ0884
 OQ0884                          SUPERSEDED SURVEY CONTROL
 OQ0884
 OQ0884  NAD 83(1986)-  43 52 52.65179(N)    097 29 59.44934(W) AD(       ) 3
 OQ0884  NAD 27      -  43 52 52.74000(N)    097 29 58.20300(W) AD(       ) 3
 OQ0884  USSD        -  43 52 52.91800(N)    097 29 58.60900(W) AD(       ) 3
 OQ0884
 OQ0884.Superseded values are not recommended for survey control.
 OQ0884
 OQ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0884.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0884
 OQ0884_MARKER: 75 = BELFRY
 OQ0884
 OQ0884  HISTORY     - Date     Condition        Report By
 OQ0884  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0884  HISTORY     - 1935     GOOD             CGS
 OQ0884
 OQ0884                          STATION DESCRIPTION
 OQ0884
 OQ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0884'THIS MARK IS THE CONGREGATIONAL CHURCH, WITH OPEN BELFRY,
 OQ0884'LOCATED AT EAST END OF THE MAIN STREET OF CANOVA.  STILL
 OQ0884'STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0880 ***********************************************************************
 OQ0880  DESIGNATION -  CANOVA SWEDISH MISSION CHURCH
 OQ0880  PID         -  OQ0880
 OQ0880  STATE/COUNTY-  SD/MCCOOK
 OQ0880  COUNTRY     -  US
 OQ0880  USGS QUAD   -  WINFRED SE (2017)
 OQ0880
 OQ0880                         *CURRENT SURVEY CONTROL
 OQ0880  ______________________________________________________________________
 OQ0880* NAD 83(1996) POSITION- 43 46 55.27823(N) 097 21 30.25594(W)   ADJUSTED
 OQ0880  ______________________________________________________________________
 OQ0880  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 OQ0880  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 OQ0880  HORZ ORDER      -  THIRD
 OQ0880
 OQ0880.The horizontal coordinates were established by classical geodetic methods
 OQ0880.and adjusted by the National Geodetic Survey in January 1998.
 OQ0880
 OQ0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0880.GEOID18 height accuracy estimate available here.
 OQ0880
 OQ0880.Click photographs - Photos may exist for this station.
 OQ0880
 OQ0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0880
 OQ0880. The following values were computed from the NAD 83(1996) position.
 OQ0880
 OQ0880;                    North         East     Units Scale Factor Converg.
 OQ0880;SPC SD S     -   165,225.375   839,407.029   MT  0.99991094   +2 03 08.1
 OQ0880;SPC SD S     -   542,076.92  2,753,954.56   sFT  0.99991094   +2 03 08.1
 OQ0880;UTM  14      - 4,848,972.468   632,095.159   MT  0.99981462   +1 08 09.6
 OQ0880
 OQ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3209548972(NAD 83)
 OQ0880
 OQ0880                          SUPERSEDED SURVEY CONTROL
 OQ0880
 OQ0880  NAD 83(1986)-  43 46 55.28539(N)    097 21 30.23119(W) AD(       ) 3
 OQ0880  NAD 27      -  43 46 55.37000(N)    097 21 29.00000(W) AD(       ) 3
 OQ0880
 OQ0880.Superseded values are not recommended for survey control.
 OQ0880
 OQ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0880.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0880
 OQ0880_MARKER: 90 = CHURCH SPIRE
 OQ0880
 OQ0880  HISTORY     - Date     Condition        Report By
 OQ0880  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0880  HISTORY     - 1935     GOOD             CGS
 OQ0880
 OQ0880                          STATION DESCRIPTION
 OQ0880
 OQ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0880'SAME BUILDING AND SPIRE AS IN 1903.  SW 1/4 SEC. 5, T. 104 N.,
 OQ0880'R. 54 W.  KNOWN AS SALEM LUTHERAN CHURCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0707 ***********************************************************************
 OQ0707  DESIGNATION -  CANTON
 OQ0707  PID         -  OQ0707
 OQ0707  STATE/COUNTY-  SD/LINCOLN
 OQ0707  COUNTRY     -  US
 OQ0707  USGS QUAD   -  CANTON (2017)
 OQ0707
 OQ0707                         *CURRENT SURVEY CONTROL
 OQ0707  ______________________________________________________________________
 OQ0707* NAD 83(1996) POSITION- 43 17 56.61740(N) 096 33 10.54802(W)   ADJUSTED
 OQ0707* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 OQ0707  ______________________________________________________________________
 OQ0707  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 OQ0707  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 OQ0707  HORZ ORDER      -  THIRD
 OQ0707
 OQ0707.The horizontal coordinates were established by classical geodetic methods
 OQ0707.and adjusted by the National Geodetic Survey in January 1998.
 OQ0707
 OQ0707.The orthometric height was scaled from a topographic map.
 OQ0707
 OQ0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0707.GEOID18 height accuracy estimate available here.
 OQ0707
 OQ0707.Click photographs - Photos may exist for this station.
 OQ0707
 OQ0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0707
 OQ0707. The following values were computed from the NAD 83(1996) position.
 OQ0707
 OQ0707;                    North         East     Units Scale Factor Converg.
 OQ0707;SPC SD S     -   114,263.075   906,628.789   MT  0.99992232   +2 36 28.5
 OQ0707;SPC SD S     -   374,878.11  2,974,497.95   sFT  0.99992232   +2 36 28.5
 OQ0707;UTM  14      - 4,796,933.660   698,490.254   MT  1.00008467   +1 40 43.5
 OQ0707
 OQ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0707!SPC SD S     -   0.99994389  x   0.99992232  =   0.99986622
 OQ0707!UTM  14      -   0.99994389  x   1.00008467  =   1.00002856
 OQ0707
 OQ0707:                Primary Azimuth Mark                     Grid Az
 OQ0707:SPC SD S     -  CANTON AZ MK                             063 16 50.5
 OQ0707:UTM  14      -  CANTON AZ MK                             064 12 35.5
 OQ0707
 OQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9849096933(NAD 83)
 OQ0707
 OQ0707|---------------------------------------------------------------------|
 OQ0707| PID    Reference Object                     Distance      Geod. Az  |
 OQ0707|                                                           dddmmss.s |
 OQ0707| CO2802 CANTON AZ MK                                       0655319.0 |
 OQ0707| OQ0217 U 326                               273.210 METERS 09246     |
 OQ0707| CO2803 CANTON RM 1                          50.292 METERS 09451     |
 OQ0707| OQ0216 S 326                                22.719 METERS 26044     |
 OQ0707|---------------------------------------------------------------------|
 OQ0707
 OQ0707                          SUPERSEDED SURVEY CONTROL
 OQ0707
 OQ0707  NAD 83(1995)-  43 17 56.61802(N)    096 33 10.54348(W) AD(       ) 3
 OQ0707  NAD 83(1986)-  43 17 56.61966(N)    096 33 10.53399(W) AD(       ) 3
 OQ0707  NAD 27      -  43 17 56.68100(N)    096 33 09.36500(W) AD(       ) 3
 OQ0707
 OQ0707.Superseded values are not recommended for survey control.
 OQ0707
 OQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0707.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0707
 OQ0707_MARKER: DS = TRIANGULATION STATION DISK
 OQ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0707_STAMPING: CANTON 1949
 OQ0707_MARK LOGO: CGS
 OQ0707_PROJECTION: FLUSH
 OQ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0707+STABILITY: SURFACE MOTION
 OQ0707
 OQ0707  HISTORY     - Date     Condition        Report By
 OQ0707  HISTORY     - 1949     MONUMENTED       CGS
 OQ0707
 OQ0707                          STATION DESCRIPTION
 OQ0707
 OQ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0707'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE SMALL CITY OF
 OQ0707'CANTON ON THE MUNICIPAL AIRPORT.  IT IS 76 FEET EAST OF THE
 OQ0707'SOUTHEAST CORNER OF THE OFFICE BUILDING AND 26 FEET NORTH OF THE
 OQ0707'CENTERLINE OF A DRIVEWAY.  THE MARK IS STAMPED CANTON 1949 AND IS
 OQ0707'SET FLUSH WITH THE GROUND.
 OQ0707'
 OQ0707'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF THE CENTERLINE OF THE
 OQ0707'DRIVEWAY.  THE MARK IS STAMPED CANTON NO 1 1949 AND IS SET FLUSH
 OQ0707'WITH THE GROUND.
 OQ0707'
 OQ0707'BENCH MARK S 326 1949 WAS USED AS REFERENCE MARK NO. 2.  IT IS 18
 OQ0707'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 1.5 FEET EAST OF
 OQ0707'THE SOUTHEAST CORNER OF THE OFFICE BUILDING.  THE MARK IS STAMPED
 OQ0707'BENCH MARK S 326 1949 AND PROJECTS ABOUT 4 INCHES.
 OQ0707'
 OQ0707'AZIMUTH MARK IS SET IN A FENCELINE, 32 FEET SOUTH OF THE CENTERLINE
 OQ0707'OF A ROAD, 4 FEET WEST SOUTHWEST OF A TELEPHONE POLE AND 2 FEET WEST
 OQ0707'OF A WHITE WITNESS POST.  THE MARK IS STAMPED CANTON 1949 AND
 OQ0707'PROJECTS ABOUT 2 INCHES.
 OQ0707'
 OQ0707'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN THE SMALL CITY
 OQ0707'OF CANTON, GO EAST ON U.S. HIGHWAY 18 FOR 2.2 MILES TO CROSSROADS,
 OQ0707'(TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON U.S. HIGHWAY
 OQ0707'18 FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.) TURN
 OQ0707'RIGHT (SOUTH) FOR 0.1 MILE TO ENTRANCE TO AIRPORT, PASS THROUGH
 OQ0707'GATE AND GO WEST FOR 0.2 MILE TO OFFICE BUILDING AND STATION
 OQ0707'AS DESCRIBED.
 OQ0707'
 OQ0707'NOTE--BENCH MARK U 326 1949 IS 54 FEET SOUTH OF THE CENTERLINE
 OQ0707'OF DRIVEWAY AND ENTRANCE TO THE MUNICIPAL AIRPORT, 34 FEET WEST
 OQ0707'OF THE CENTERLINE OF A TRACK ROAD, 2 FEET WEST OF A FENCELINE
 OQ0707'AND 1.5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 OQ0707'BENCH MARK U 326 1949 AND PROJECTS ABOUT 6 INCHES.
 OQ0707'
 OQ0707'TRAVERSE CONNECTIONS WERE MADE TO BOTH BENCH MARKS.
 OQ0707'
 OQ0707'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0685 ***********************************************************************
 QR0685  DESIGNATION -  CANTON
 QR0685  PID         -  QR0685
 QR0685  STATE/COUNTY-  SD/POTTER
 QR0685  COUNTRY     -  US
 QR0685  USGS QUAD   -  SENECA SW (2017)
 QR0685
 QR0685                         *CURRENT SURVEY CONTROL
 QR0685  ______________________________________________________________________
 QR0685* NAD 83(1996) POSITION- 45 02 23.50253(N) 099 41 33.55258(W)   ADJUSTED
 QR0685* NAVD 88 ORTHO HEIGHT -   652.    (meters)     2139.    (feet) SCALED
 QR0685  ______________________________________________________________________
 QR0685  GEOID HEIGHT    -        -22.617 (meters)                     GEOID18
 QR0685  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 QR0685  HORZ ORDER      -  FIRST
 QR0685
 QR0685.The horizontal coordinates were established by classical geodetic methods
 QR0685.and adjusted by the National Geodetic Survey in January 1998.
 QR0685
 QR0685.The orthometric height was scaled from a topographic map.
 QR0685
 QR0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0685.GEOID18 height accuracy estimate available here.
 QR0685
 QR0685.Click photographs - Photos may exist for this station.
 QR0685
 QR0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0685
 QR0685. The following values were computed from the NAD 83(1996) position.
 QR0685
 QR0685;                    North         East     Units Scale Factor Converg.
 QR0685;SPC SD N     -   134,118.278   624,214.958   MT  0.99993913   +0 13 03.1
 QR0685;SPC SD N     -   440,019.72  2,047,945.24   sFT  0.99993913   +0 13 03.1
 QR0685;UTM  14      - 4,987,611.896   445,446.175   MT  0.99963659   -0 29 24.5
 QR0685
 QR0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0685!SPC SD N     -   0.99990127  x   0.99993913  =   0.99984041
 QR0685!UTM  14      -   0.99990127  x   0.99963659  =   0.99953790
 QR0685
 QR0685:                Primary Azimuth Mark                     Grid Az
 QR0685:SPC SD N     -  LEBANON ST MARYS CATH CH CROSS           300 12 33.3
 QR0685:UTM  14      -  LEBANON ST MARYS CATH CH CROSS           300 55 00.9
 QR0685
 QR0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4544687611(NAD 83)
 QR0685
 QR0685|---------------------------------------------------------------------|
 QR0685| PID    Reference Object                     Distance      Geod. Az  |
 QR0685|                                                           dddmmss.s |
 QR0685| CO5331 CANTON RM 2                          22.113 METERS 00222     |
 QR0685| QR0683 SENECA GRADE SCHOOL CUPOLA          APPROX.14.3 KM 0792900.8 |
 QR0685| QR0684 SENECA CATHOLIC CHURCH CROSS        APPROX.14.4 KM 0801506.6 |
 QR0685| CO5330 CANTON RM 1                          23.881 METERS 26602     |
 QR0685| CO5329 CANTON AZ MK                                       2830134.8 |
 QR0685| QR0686 LEBANON ST MARYS CATH CH CROSS      APPROX. 6.6 KM 3002536.4 |
 QR0685|---------------------------------------------------------------------|
 QR0685
 QR0685                          SUPERSEDED SURVEY CONTROL
 QR0685
 QR0685  NAD 83(1986)-  45 02 23.49596(N)    099 41 33.56146(W) AD(       ) 1
 QR0685  NAD 27      -  45 02 23.57600(N)    099 41 32.15400(W) AD(       ) 1
 QR0685
 QR0685.Superseded values are not recommended for survey control.
 QR0685
 QR0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0685.See file dsdata.pdf to determine how the superseded data were derived.
 QR0685
 QR0685_MARKER: DS = TRIANGULATION STATION DISK
 QR0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0685_STAMPING: CANTON 1935
 QR0685_MARK LOGO: CGS
 QR0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0685+STABILITY: SURFACE MOTION
 QR0685
 QR0685  HISTORY     - Date     Condition        Report By
 QR0685  HISTORY     - 1935     MONUMENTED       CGS
 QR0685  HISTORY     - 1973     GOOD             USAF
 QR0685
 QR0685                          STATION DESCRIPTION
 QR0685
 QR0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0685'THIS STATION IS LOCATED 200 YARDS E AND 300 YARDS S OF THE NW
 QR0685'CORNER OF SEC. 18, T 118 N, R 73 W, CANTON TOWNSHIP, 2 MILES
 QR0685'S AND 4 MILES E OF LEBANON, ON THE HIGHEST POINT OF THE HIGH RIDGE
 QR0685'RUNNING N AND S, THE LAND GRADUALLY BUILDS UP TO THIS DEFINITE
 QR0685'BUT NOT SHARP POINT, IT IS ABOUT 2/3 MILE FROM A YELLOW TWO STORY
 QR0685'HOUSE (THE HOME OF MR. JOHN KNOTT) WHICH BEARS 11 DEGREES N
 QR0685'OF W 1/2 MILE FROM A SMALL ONE STORY HOUSE (HOME OF MR. JOHN
 QR0685'WICKARD) WHICH BEARS 48-1/2 DEGREES E OF N FROM THE SITE,
 QR0685'ABOUT 25 YARDS SW OF A DIM ROAD LEADING SE ACROSS THE PASTURE.
 QR0685'
 QR0685'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QR0685'BRONZE DISKS SET IN CONCRETE.
 QR0685'
 QR0685'REFERENCE MARK NO. 1 IS W OF THE STATION, ON THE SLOPE OF THE
 QR0685'RIDGE, AND PROJECTS 12 INCHES.  REFERENCE MARK NO. 2 IS N OF
 QR0685'THE STATION, ON THE SLOPE OF THE RIDGE, AND PROJECTS 8 INCHES.
 QR0685'
 QR0685'THE AZIMUTH MARK IS W OF THE STATION, 40 FEET N OF THE CENTER
 QR0685'LINE OF THE ROAD, 2 FEET S OF THE RIGHT-OF-WAY FENCE LINE, AT
 QR0685'THE TOP OF A GRADE IN THE ROAD, 0.35 MILE E OF A T-ROAD.  PROJECTS
 QR0685'12 INCHES.
 QR0685'
 QR0685'TO REACH THE STATION FROM THE CROSS ROADS AND SECTION CORNER ON
 QR0685'U.S. HIGHWAY 212 AT THE NE CORNER OF THE TOWN OF LEBANON, GO
 QR0685'S ON A GRAVEL ROAD FOR 1.0 MILES TO CROSSROADS, TURN LEFT, E,
 QR0685'AND GO 2.0 MILES ON A POOR ROAD FOLLOWING A POWER LINE TO A
 QR0685'T-ROAD RIGHT, TURN RIGHT, S, ON A GRADED DIRT ROAD AND GO 1.0
 QR0685'MILE TO DIM CROSSROADS, TURN LEFT, E, AND GO 0.5 MILE TO A
 QR0685'YELLOW HOUSE ON THE LEFT, CONTINUE AHEAD, E, BETWEEN TWO SHEDS
 QR0685'AND BEAR RIGHT, SE, ON MAIN TRAVELED ROAD FOR 0.25 MILE TO
 QR0685'ENTRANCE TO LANE, GO E 0.2 MILE TO END OF LANE, KEEP RIGHT
 QR0685'FORK, SE, FOR 0.15 MILE TO TOP OF RIDGE AND STATION ON RIGHT.
 QR0685'
 QR0685'STATIONS CORA AND EAGLE ARE VISIBLE FROM THE GROUND.
 QR0685'
 QR0685'LIGHTS 74 FEET ABOVE ELIDA, 60 FEET ABOVE GETTYSBURG, 74 FEET
 QR0685'ABOVE SENECA, 60 FEET ABOVE ELLISVILLE, AND 74 FEET ABOVE BALD
 QR0685'HILLS ARE VISIBLE FROM THE GROUND.
 QR0685'
 QR0685'HEIGHT OF LIGHT ABOVE STATION MARK - 60 FEET.
 QR0685
 QR0685                          STATION RECOVERY (1973)
 QR0685
 QR0685'RECOVERY NOTE BY US AIR FORCE 1973
 QR0685'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QR0685'REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QR0685'AZIMUTH MARK HAS BEEN DESTROYED.  THE ROUTE DESCRIPTION IS VERY
 QR0685'INADEQUATE.
 QR0685'
 QR0685'A NEW DESCRIPTION FOLLOWS--
 QR0685'
 QR0685'TO REACH THE STATION FROM THE INTERSECTION OF THE STATE HIGHWAY
 QR0685'47 AND U.S. HIGHWAY 212 SOUTH OF LEBANON, GO EAST FOR 2.90
 QR0685'MILES ON U.S. HIGHWAY 212 TO A GRAVEL ROAD SOUTH.  TURN RIGHT
 QR0685'AND TO SOUTH FOR 0.95 MILE TO A LEFT TURN IN ROAD.  TURN LEFT
 QR0685'AND FOLLOW ROAD FOR 0.60 MILE EAST AND NORTH TO A HOUSE OWNED
 QR0685'BY MR. JOHN KNOTT.  GO NORTH AND EAST PAST HOUSE ON RIGHT FOR
 QR0685'0.05 MILE TO A PLOWED FIELD AND TRACK ROAD.  TURN RIGHT AND
 QR0685'GO EAST ON TRACK ROAD ALONG SOUTH SIDE OF FIELD AND NORTH SIDE
 QR0685'OF FENCE FOR 0.15 MILE, THENCE SOUTHEAST ACROSS PASTURE ON
 QR0685'TRACK ROAD FOR 0.05 MILE TO ANOTHER FIELD.  TURN RIGHT, SOUTH
 QR0685'AND GO 0.15 MILE ON TRACK ROAD ALONG WEST SIDE OF FIELD AND
 QR0685'EAST SIDE OF FENCE TO A TURN IN TRACK ROAD.  FOLLOW TRACK
 QR0685'ROAD EAST FOR 0.15 MILE ALONG SOUTH SIDE OF FIELD AND NORTH SIDE
 QR0685'OF FENCE TO A GATE ON THE RIGHT IN FENCE CORNER.  GO
 QR0685'THROUGH GATE AND PROCEED SOUTHEAST FOR 0.20 MILE ALONG DIM
 QR0685'TRACK ROAD ACROSS PASTURE TO THE HIGHEST POINT OF GENTLE
 QR0685'KNOLL AND STATION.  STATION IS IN SQUARE CONCRETE MONUMENT.
 QR0685'AND PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0710 ***********************************************************************
 OQ0710  DESIGNATION -  CANTON AUGUSTANA ACAD BELFRY
 OQ0710  PID         -  OQ0710
 OQ0710  STATE/COUNTY-  SD/LINCOLN
 OQ0710  COUNTRY     -  US
 OQ0710  USGS QUAD   -  CANTON (2017)
 OQ0710
 OQ0710                         *CURRENT SURVEY CONTROL
 OQ0710  ______________________________________________________________________
 OQ0710* NAD 83(1996) POSITION- 43 18 12.99033(N) 096 34 42.66236(W)   ADJUSTED
 OQ0710  ______________________________________________________________________
 OQ0710  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 OQ0710  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 OQ0710  HORZ ORDER      -  THIRD
 OQ0710
 OQ0710.The horizontal coordinates were established by classical geodetic methods
 OQ0710.and adjusted by the National Geodetic Survey in January 1998.
 OQ0710
 OQ0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0710.GEOID18 height accuracy estimate available here.
 OQ0710
 OQ0710.Click photographs - Photos may exist for this station.
 OQ0710
 OQ0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0710
 OQ0710. The following values were computed from the NAD 83(1996) position.
 OQ0710
 OQ0710;                    North         East     Units Scale Factor Converg.
 OQ0710;SPC SD S     -   114,673.655   904,531.985   MT  0.99992188   +2 35 25.0
 OQ0710;SPC SD S     -   376,225.15  2,967,618.69   sFT  0.99992188   +2 35 25.0
 OQ0710;UTM  14      - 4,797,378.254   696,400.054   MT  1.00007451   +1 39 40.8
 OQ0710
 OQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9640097378(NAD 83)
 OQ0710
 OQ0710                          SUPERSEDED SURVEY CONTROL
 OQ0710
 OQ0710  NAD 83(1995)-  43 18 12.99100(N)    096 34 42.65769(W) AD(       ) 3
 OQ0710  NAD 83(1986)-  43 18 12.99293(N)    096 34 42.64842(W) AD(       ) 3
 OQ0710  NAD 27      -  43 18 13.05600(N)    096 34 41.47700(W) AD(       ) 3
 OQ0710
 OQ0710.Superseded values are not recommended for survey control.
 OQ0710
 OQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0710.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0710
 OQ0710_MARKER: 75 = BELFRY
 OQ0710
 OQ0710  HISTORY     - Date     Condition        Report By
 OQ0710  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0710
 OQ0710                          STATION DESCRIPTION
 OQ0710
 OQ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0710'THE STATION IS LOCATED IN CANTON, ABOUT 0.7 EAST-NORTHEAST OF
 OQ0710'THE COURT HOUSE.  IT IS OF CEMENT BRICK STRUCTURE ABOUT 90
 OQ0710'FEET LONG AND 61 FEET WIDE.  THE BELFRY IS APPROXIMATELY 40
 OQ0710'FEET HIGH.
 OQ0710'
 OQ0710'THE POINT INTERSECTED WAS THE ATOP BELFRY.
 OQ0710'
 OQ0710'TO REACH FROM THE COURT HOUSE IN CANTON, GO EAST ON HIGHWAY 18
 OQ0710'FOR 0.65 MILE, THENCE LEFT AND GO NORTH 0.2 MILE TO STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0709 ***********************************************************************
 OQ0709  DESIGNATION -  CANTON INWOOD HOSP WATER TANK
 OQ0709  PID         -  OQ0709
 OQ0709  STATE/COUNTY-  SD/LINCOLN
 OQ0709  COUNTRY     -  US
 OQ0709  USGS QUAD   -  CANTON (2017)
 OQ0709
 OQ0709                         *CURRENT SURVEY CONTROL
 OQ0709  ______________________________________________________________________
 OQ0709* NAD 83(1996) POSITION- 43 18 15.81163(N) 096 33 28.39969(W)   ADJUSTED
 OQ0709  ______________________________________________________________________
 OQ0709  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 OQ0709  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 OQ0709  HORZ ORDER      -  THIRD
 OQ0709
 OQ0709.The horizontal coordinates were established by classical geodetic methods
 OQ0709.and adjusted by the National Geodetic Survey in January 1998.
 OQ0709
 OQ0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0709.GEOID18 height accuracy estimate available here.
 OQ0709
 OQ0709.Click photographs - Photos may exist for this station.
 OQ0709
 OQ0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0709
 OQ0709. The following values were computed from the NAD 83(1996) position.
 OQ0709
 OQ0709;                    North         East     Units Scale Factor Converg.
 OQ0709;SPC SD S     -   114,836.470   906,199.943   MT  0.99992181   +2 36 16.2
 OQ0709;SPC SD S     -   376,759.32  2,973,090.98   sFT  0.99992181   +2 36 16.2
 OQ0709;UTM  14      - 4,797,514.027   698,070.694   MT  1.00008262   +1 40 31.9
 OQ0709
 OQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9807097514(NAD 83)
 OQ0709
 OQ0709                          SUPERSEDED SURVEY CONTROL
 OQ0709
 OQ0709  NAD 83(1995)-  43 18 15.81217(N)    096 33 28.39507(W) AD(       ) 3
 OQ0709  NAD 83(1986)-  43 18 15.81428(N)    096 33 28.38571(W) AD(       ) 3
 OQ0709  NAD 27      -  43 18 15.87600(N)    096 33 27.21700(W) AD(       ) 3
 OQ0709
 OQ0709.Superseded values are not recommended for survey control.
 OQ0709
 OQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0709.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0709
 OQ0709_MARKER: 53 = ELEVATED TANK
 OQ0709
 OQ0709  HISTORY     - Date     Condition        Report By
 OQ0709  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0709
 OQ0709                          STATION DESCRIPTION
 OQ0709
 OQ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0709'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF CANTON.  IT IS
 OQ0709'OF STEEL STRUCTURE, PAINTED ALUMINUM HAS FOUR LEGS AND IS
 OQ0709'APPROXIMATELY 65 FEET HIGH.
 OQ0709'
 OQ0709'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF THE TANK.
 OQ0709'
 OQ0709'TO REACH FROM THE COURT HOUSE IN CANTON, GO EAST ON HIGHWAY 18
 OQ0709'FOR 1.6 MILES, TURN LEFT AND GO NORTH UP WINDING DRIVEWAY FOR
 OQ0709'0.2 MILE TO HOSPITAL AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0712 ***********************************************************************
 OQ0712  DESIGNATION -  CANTON LINCOLN CO CTHSE TOWER
 OQ0712  PID         -  OQ0712
 OQ0712  STATE/COUNTY-  SD/LINCOLN
 OQ0712  COUNTRY     -  US
 OQ0712  USGS QUAD   -  CANTON (2017)
 OQ0712
 OQ0712                         *CURRENT SURVEY CONTROL
 OQ0712  ______________________________________________________________________
 OQ0712* NAD 83(1996) POSITION- 43 18 04.48806(N) 096 35 31.53352(W)   ADJUSTED
 OQ0712  ______________________________________________________________________
 OQ0712  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 OQ0712  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 OQ0712  HORZ ORDER      -  THIRD
 OQ0712
 OQ0712.The horizontal coordinates were established by classical geodetic methods
 OQ0712.and adjusted by the National Geodetic Survey in January 1998.
 OQ0712
 OQ0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0712.GEOID18 height accuracy estimate available here.
 OQ0712
 OQ0712.Click photographs - Photos may exist for this station.
 OQ0712
 OQ0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0712
 OQ0712. The following values were computed from the NAD 83(1996) position.
 OQ0712
 OQ0712;                    North         East     Units Scale Factor Converg.
 OQ0712;SPC SD S     -   114,361.869   903,443.528   MT  0.99992211   +2 34 51.2
 OQ0712;SPC SD S     -   375,202.23  2,964,047.64   sFT  0.99992211   +2 34 51.2
 OQ0712;UTM  14      - 4,797,084.112   695,306.521   MT  1.00006924   +1 39 07.0
 OQ0712
 OQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9530697084(NAD 83)
 OQ0712
 OQ0712                          SUPERSEDED SURVEY CONTROL
 OQ0712
 OQ0712  NAD 83(1995)-  43 18 04.48875(N)    096 35 31.52880(W) AD(       ) 3
 OQ0712  NAD 83(1986)-  43 18 04.49078(N)    096 35 31.51962(W) AD(       ) 3
 OQ0712  NAD 27      -  43 18 04.55300(N)    096 35 30.35200(W) AD(       ) 3
 OQ0712
 OQ0712.Superseded values are not recommended for survey control.
 OQ0712
 OQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0712.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0712
 OQ0712_MARKER: 55 = TOWER
 OQ0712
 OQ0712  HISTORY     - Date     Condition        Report By
 OQ0712  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0712
 OQ0712                          STATION DESCRIPTION
 OQ0712
 OQ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0712'THE STATION IS LOCATED IN THE TOWN OF CANTON.  IT IS OF STONE
 OQ0712'STRUCTURE COVERED WITH CEMENT STUCCO AND IS ABOUT 45 FEET SQUARE
 OQ0712'AND 65 FEET HIGH.
 OQ0712'
 OQ0712'THE POINT INTERSECTED WAS THE ATOP TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0711 ***********************************************************************
 OQ0711  DESIGNATION -  CANTON STANDPIPE
 OQ0711  PID         -  OQ0711
 OQ0711  STATE/COUNTY-  SD/LINCOLN
 OQ0711  COUNTRY     -  US
 OQ0711  USGS QUAD   -  CANTON (2017)
 OQ0711
 OQ0711                         *CURRENT SURVEY CONTROL
 OQ0711  ______________________________________________________________________
 OQ0711* NAD 83(1996) POSITION- 43 18 30.92237(N) 096 35 02.99506(W)   ADJUSTED
 OQ0711  ______________________________________________________________________
 OQ0711  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 OQ0711  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 OQ0711  HORZ ORDER      -  THIRD
 OQ0711
 OQ0711.The horizontal coordinates were established by classical geodetic methods
 OQ0711.and adjusted by the National Geodetic Survey in January 1998.
 OQ0711
 OQ0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0711.GEOID18 height accuracy estimate available here.
 OQ0711
 OQ0711.Click photographs - Photos may exist for this station.
 OQ0711
 OQ0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0711
 OQ0711. The following values were computed from the NAD 83(1996) position.
 OQ0711
 OQ0711;                    North         East     Units Scale Factor Converg.
 OQ0711;SPC SD S     -   115,205.750   904,049.251   MT  0.99992141   +2 35 10.9
 OQ0711;SPC SD S     -   377,970.86  2,966,034.92   sFT  0.99992141   +2 35 10.9
 OQ0711;UTM  14      - 4,797,918.187   695,925.937   MT  1.00007223   +1 39 27.4
 OQ0711
 OQ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9592597918(NAD 83)
 OQ0711
 OQ0711                          SUPERSEDED SURVEY CONTROL
 OQ0711
 OQ0711  NAD 83(1995)-  43 18 30.92296(N)    096 35 02.99034(W) AD(       ) 3
 OQ0711  NAD 83(1986)-  43 18 30.92510(N)    096 35 02.98122(W) AD(       ) 3
 OQ0711  NAD 27      -  43 18 30.98700(N)    096 35 01.80400(W) AD(       ) 3
 OQ0711
 OQ0711.Superseded values are not recommended for survey control.
 OQ0711
 OQ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0711.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0711
 OQ0711_MARKER: 52 = STANDPIPE TANK
 OQ0711
 OQ0711  HISTORY     - Date     Condition        Report By
 OQ0711  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0711  HISTORY     - 1949     GOOD             CGS
 OQ0711
 OQ0711                          STATION DESCRIPTION
 OQ0711
 OQ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0711'OBJECT OBSERVED UPON WAS THE CENTER OF A LARGE STANDPIPE LOCATED
 OQ0711'IN THE NORTHERN PART OF THE TOWN OF CANTON.
 OQ0711'
 OQ0711'STATION WAS OFF SCHEME AND NOT VISITED.
 OQ0711'
 OQ0711'OBSERVED UPON FROM STATIONS KLUMB, BOTHWELL, AND LARSON.
 OQ0711
 OQ0711                          STATION RECOVERY (1949)
 OQ0711
 OQ0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0711'THE STATION IS LOCATED IN CANTON, ABOUT .65 MILE NORTH EAST OF
 OQ0711'THE COURT HOUSE.  IT IS OF STEEL STRUCTURE, 40 FEET IN CIRCUMFERENCE
 OQ0711'AND 70 FEET HIGH.
 OQ0711'
 OQ0711'THE POINT INTERSECTED WAS THE CENTER OF THE STANDPIPE.
 OQ0711'
 OQ0711'TO REACH FROM THE COURT HOUSE IN CANTON, GO EAST FOR 0.2 MILE
 OQ0711'TO MILWAUKEE STREET, TURN LEFT AND GO NORTH 0.45 MILE, THENCE
 OQ0711'RIGHT (EAST) 0.1 MILE TO STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2154 ***********************************************************************
 PU2154  DESIGNATION -  CANYON
 PU2154  PID         -  PU2154
 PU2154  STATE/COUNTY-  SD/MEADE
 PU2154  COUNTRY     -  US
 PU2154  USGS QUAD   -  PLAINVIEW (2017)
 PU2154
 PU2154                         *CURRENT SURVEY CONTROL
 PU2154  ______________________________________________________________________
 PU2154* NAD 83(1996) POSITION- 44 31 07.67032(N) 102 14 22.73436(W)   ADJUSTED
 PU2154* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 PU2154  ______________________________________________________________________
 PU2154  GEOID HEIGHT    -        -19.310 (meters)                     GEOID18
 PU2154  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC18
 PU2154  HORZ ORDER      -  SECOND
 PU2154
 PU2154.The horizontal coordinates were established by classical geodetic methods
 PU2154.and adjusted by the National Geodetic Survey in January 1998.
 PU2154
 PU2154.The orthometric height was scaled from a topographic map.
 PU2154
 PU2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2154.GEOID18 height accuracy estimate available here.
 PU2154
 PU2154.Click photographs - Photos may exist for this station.
 PU2154
 PU2154.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2154
 PU2154. The following values were computed from the NAD 83(1996) position.
 PU2154
 PU2154;                    North         East     Units Scale Factor Converg.
 PU2154;SPC SD N     -    78,633.237   421,964.897   MT  0.99998200   -1 35 06.3
 PU2154;SPC SD N     -   257,982.55  1,384,396.50   sFT  0.99998200   -1 35 06.3
 PU2154;SPC SD S     -   244,540.018   448,448.992   MT  1.00003055   -1 18 54.3
 PU2154;SPC SD S     -   802,295.04  1,471,286.40   sFT  1.00003055   -1 18 54.3
 PU2154;UTM  13      - 4,933,203.708   719,372.765   MT  1.00019186   +1 56 10.2
 PU2154
 PU2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2154!SPC SD N     -   0.99987879  x   0.99998200  =   0.99986079
 PU2154!SPC SD S     -   0.99987879  x   1.00003055  =   0.99990934
 PU2154!UTM  13      -   0.99987879  x   1.00019186  =   1.00007063
 PU2154
 PU2154:                Primary Azimuth Mark                     Grid Az
 PU2154:SPC SD N     -  CANYON AZ MK                             143 28 50.5
 PU2154:SPC SD S     -  CANYON AZ MK                             143 12 38.5
 PU2154:UTM  13      -  CANYON AZ MK                             139 57 34.0
 PU2154
 PU2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1937233203(NAD 83)
 PU2154
 PU2154|---------------------------------------------------------------------|
 PU2154| PID    Reference Object                     Distance      Geod. Az  |
 PU2154|                                                           dddmmss.s |
 PU2154| CP8951 CANYON RM 1                          12.251 METERS 00351     |
 PU2154| CP8952 CANYON RM 2                          12.153 METERS 09721     |
 PU2154| CP8950 CANYON AZ MK                                       1415344.2 |
 PU2154|---------------------------------------------------------------------|
 PU2154
 PU2154                          SUPERSEDED SURVEY CONTROL
 PU2154
 PU2154  NAD 83(1986)-  44 31 07.66237(N)    102 14 22.73507(W) AD(       ) 2
 PU2154  NAD 27      -  44 31 07.70720(N)    102 14 21.15230(W) AD(       ) 2
 PU2154
 PU2154.Superseded values are not recommended for survey control.
 PU2154
 PU2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2154.See file dsdata.pdf to determine how the superseded data were derived.
 PU2154
 PU2154_MARKER: DS = TRIANGULATION STATION DISK
 PU2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2154_STAMPING: CANYON 1950
 PU2154_MARK LOGO: CGS
 PU2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2154+STABILITY: SURFACE MOTION
 PU2154
 PU2154  HISTORY     - Date     Condition        Report By
 PU2154  HISTORY     - 1950     MONUMENTED       CGS
 PU2154  HISTORY     - 1962     GOOD             CGS
 PU2154
 PU2154                          STATION DESCRIPTION
 PU2154
 PU2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2154'STATION IS ABOUT 6 MILES SOUTH AND 3-3/4 MILES WEST OF THE PLAINVIEW
 PU2154'POST OFFICE, AND ABOUT 4-1/4 MILES NORTH OF THE CHEYENNE RIVER, ON
 PU2154'LAND OWNED BY MAYNARD NEWCOMBE OR CLARENCE GOFF.  IT IS ABOUT
 PU2154'125 FEET WEST OF THE CENTER OF A TRACK ROAD, AND 12 FEET SOUTH OF
 PU2154'A WITNESS POST.
 PU2154'
 PU2154'TO REACH THE STATION FROM THE PLAINVIEW POST OFFICE, GO WEST ON
 PU2154'STATE HIGHWAY 24 FOR 6.0 MILES TO A CROSSROADS AT A SIGN MARCUS.
 PU2154'TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 1.5 MILES TO A GATE AT
 PU2154'THE END OF A FENCED ROAD.  PASS THROUGH THE GATE AND GO SOUTHEAST
 PU2154'0.6 MILE TO A FORK.  BEAR LEFT AND GO EAST ON A FENCED ROAD FOR
 PU2154'0.3 MILE TO A GATE.  PASS THROUGH THE GATE AND BEAR RIGHT AND
 PU2154'GO SOUTHERLY ON A TRACK ROAD FOR 0.6 MILE TO A FENCE CORNER.
 PU2154'BEAR RIGHT AND GO SOUTH AND SOUTHEAST ON A TRACK ROAD FOR 0.55
 PU2154'MILE TO A GATE IN A EAST-WEST FENCE LINE.  PASS THROUGH THE
 PU2154'GATE AND CONTINUE SOUTH AND SOUTHEAST 2.25 MILES TO A FENCE
 PU2154'CORNER.  CONTINUE SOUTH AND SOUTHEAST 1.0 MILE TO A POINT
 PU2154'WHERE THE ROAD PASSES THE EAST END OF A DEEP CANYON.  CONTINUE
 PU2154'SOUTH 0.05 MILE TO A POINT WHERE THE ROAD GOES DOWN HILL.
 PU2154'TURN RIGHT AND GO ABOUT 125 FEET TO THE STATION.  TO REACH THE
 PU2154'AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON THE MAIN TRACK
 PU2154'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 PU2154'
 PU2154'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CANYON 1950.
 PU2154'
 PU2154'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF A WITNESS POST.  THE
 PU2154'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CANYON NO 1 1950.
 PU2154'
 PU2154'REFERENCE MARK NO. 2 IS 45 FEET SOUTHEAST OF THE WITNESS POST.
 PU2154'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CANYON NO 2
 PU2154'1950.
 PU2154'
 PU2154'THE AZIMUTH MARK IS 81 FEET EAST OF THE CENTER OF A TRACK ROAD,
 PU2154'17 FEET NORTH OF A FENCE CORNER, AND 3 FEET NORTHWEST OF A
 PU2154'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU2154'CANYON 1950.
 PU2154'
 PU2154'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2154'CYLINDERS.
 PU2154
 PU2154                          STATION RECOVERY (1962)
 PU2154
 PU2154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2154'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PU2154'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 PU2154'DISTANCE AND DIRECTION FOR THE REFERENCE MARKS AND AZIMUTH MARK
 PU2154'WAS SATISFACTORY.  THE DESCRIPTION TO REACH THE STATION IS
 PU2154'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0483 ***********************************************************************
 OR0483  DESIGNATION -  CAP
 OR0483  PID         -  OR0483
 OR0483  STATE/COUNTY-  SD/BRULE
 OR0483  COUNTRY     -  US
 OR0483  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0483
 OR0483                         *CURRENT SURVEY CONTROL
 OR0483  ______________________________________________________________________
 OR0483* NAD 83(1986) POSITION- 43 47 28.     (N) 099 19 17.     (W)   SCALED
 OR0483* NAVD 88 ORTHO HEIGHT -   531.885 (meters)     1745.03  (feet) ADJUSTED
 OR0483  ______________________________________________________________________
 OR0483  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 OR0483  DYNAMIC HEIGHT  -        531.743 (meters)     1744.56  (feet) COMP
 OR0483  MODELED GRAVITY -    980,336.2   (mgal)                       NAVD 88
 OR0483
 OR0483  VERT ORDER      -  SECOND    CLASS 0
 OR0483
 OR0483.This mark is at Chamberlain Airport (9V9)
 OR0483
 OR0483.The horizontal coordinates were scaled from a map and have
 OR0483.an estimated accuracy of +/- 6 seconds.
 OR0483
 OR0483.The orthometric height was determined by differential leveling and
 OR0483.adjusted by the NATIONAL GEODETIC SURVEY
 OR0483.in June 1991.
 OR0483
 OR0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0483.GEOID18 height accuracy estimate available here.
 OR0483
 OR0483.Click photographs - Photos may exist for this station.
 OR0483
 OR0483.The dynamic height is computed by dividing the NAVD 88
 OR0483.geopotential number by the normal gravity value computed on the
 OR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0483.degrees latitude (g = 980.6199 gals.).
 OR0483
 OR0483.The modeled gravity was interpolated from observed gravity values.
 OR0483
 OR0483;                    North         East    Units  Estimated Accuracy
 OR0483;SPC SD S     -   162,440.      681,440.      MT  (+/- 180 meters Scaled)
 OR0483
 OR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP741487(NAD 83)
 OR0483
 OR0483                          SUPERSEDED SURVEY CONTROL
 OR0483
 OR0483  NGVD 29 (??/??/92)  531.546  (m)         1743.91   (f) ADJ UNCH    2 0
 OR0483
 OR0483.Superseded values are not recommended for survey control.
 OR0483
 OR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0483.See file dsdata.pdf to determine how the superseded data were derived.
 OR0483
 OR0483_MARKER: P = PIPE CAP
 OR0483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0483_STAMPING: US MISSOURI RIVER COMMISSION BM
 OR0483_MARK LOGO: MORC
 OR0483_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0483
 OR0483  HISTORY     - Date     Condition        Report By
 OR0483  HISTORY     - UNK      MONUMENTED       MORC
 OR0483  HISTORY     - 1949     GOOD             CGS
 OR0483
 OR0483                          STATION DESCRIPTION
 OR0483
 OR0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0483'T FROM AT CHAMBERLAIN MUNICIPAL AIRPOR.
 OR0483'AT CHAMBERLAIN MUNICIPAL AIRPORT, BRULE COUNTY, 0.4 MILE SOUTHWEST
 OR0483'OF THE EAST ENTRANCE, ON THE CREST OF A SMALL KNOLL, 0.2 MILE
 OR0483'NORTH OF AN EAST-AND-WEST GRAVEL ROAD, 170 YARDS (PACED) EAST
 OR0483'OF A NORTH-AND-SOUTH FENCE LINE, 65 YARDS (PACED) WEST OF THE
 OR0483'CENTER LINE OF THE NORTH-AND-SOUTH RUNWAY, AND 1 FOOT NORTH OF A
 OR0483'WHITE WOODEN WITNESS POST.  A BURIED STONE, ACCESS TO WHICH IS
 OR0483'HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP INSCRIBED U.S.
 OR0483'MISSOURI RIVER COMMISSION BM AND PROJECTING 0.4 FOOT ABOVE GROUND.
 OR0483'NOTE-- CAP REPLACED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1061 ***********************************************************************
 PT1061  DESIGNATION -  CAPA
 PT1061  PID         -  PT1061
 PT1061  STATE/COUNTY-  SD/JONES
 PT1061  COUNTRY     -  US
 PT1061  USGS QUAD   -  CAPA (2017)
 PT1061
 PT1061                         *CURRENT SURVEY CONTROL
 PT1061  ______________________________________________________________________
 PT1061* NAD 83(1996) POSITION- 44 05 43.57990(N) 100 53 19.65864(W)   ADJUSTED
 PT1061* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 PT1061  ______________________________________________________________________
 PT1061  GEOID HEIGHT    -        -23.431 (meters)                     GEOID18
 PT1061  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 PT1061  HORZ ORDER      -  THIRD
 PT1061
 PT1061.The horizontal coordinates were established by classical geodetic methods
 PT1061.and adjusted by the National Geodetic Survey in January 1998.
 PT1061
 PT1061.The orthometric height was scaled from a topographic map.
 PT1061
 PT1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1061.GEOID18 height accuracy estimate available here.
 PT1061
 PT1061.Click photographs - Photos may exist for this station.
 PT1061
 PT1061.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1061
 PT1061. The following values were computed from the NAD 83(1996) position.
 PT1061
 PT1061;                    North         East     Units Scale Factor Converg.
 PT1061;SPC SD S     -   195,907.469   555,523.020   MT  0.99994150   -0 22 59.5
 PT1061;SPC SD S     -   642,739.75  1,822,578.44   sFT  0.99994150   -0 22 59.5
 PT1061;UTM  14      - 4,884,207.539   348,809.661   MT  0.99988114   -1 18 52.5
 PT1061
 PT1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1061!SPC SD S     -   0.99990389  x   0.99994150  =   0.99984539
 PT1061!UTM  14      -   0.99990389  x   0.99988114  =   0.99978504
 PT1061
 PT1061:                Primary Azimuth Mark                     Grid Az
 PT1061:SPC SD S     -  CAPA AZ MK                               292 58 41.9
 PT1061:UTM  14      -  CAPA AZ MK                               293 54 34.9
 PT1061
 PT1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4880984207(NAD 83)
 PT1061
 PT1061|---------------------------------------------------------------------|
 PT1061| PID    Reference Object                     Distance      Geod. Az  |
 PT1061|                                                           dddmmss.s |
 PT1061| CO5334 CAPA RM 2                            13.649 METERS 25651     |
 PT1061| CO5332 CAPA AZ MK                                         2923542.4 |
 PT1061| CO5333 CAPA RM 1                            13.798 METERS 34419     |
 PT1061|---------------------------------------------------------------------|
 PT1061
 PT1061                          SUPERSEDED SURVEY CONTROL
 PT1061
 PT1061  NAD 83(1986)-  44 05 43.57500(N)    100 53 19.66210(W) AD(       ) 3
 PT1061  NAD 27      -  44 05 43.62800(N)    100 53 18.16900(W) AD(       ) 3
 PT1061
 PT1061.Superseded values are not recommended for survey control.
 PT1061
 PT1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1061.See file dsdata.pdf to determine how the superseded data were derived.
 PT1061
 PT1061_MARKER: DS = TRIANGULATION STATION DISK
 PT1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1061_STAMPING: CAPA 1952
 PT1061_MARK LOGO: CGS
 PT1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1061+STABILITY: SURFACE MOTION
 PT1061
 PT1061  HISTORY     - Date     Condition        Report By
 PT1061  HISTORY     - 1952     MONUMENTED       CGS
 PT1061  HISTORY     - 1966     GOOD             CGS
 PT1061
 PT1061                          STATION DESCRIPTION
 PT1061
 PT1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1061'THE STATION IS IN SECTION 29, T 2 N, R 28 E, 6 MILES SOUTHWEST
 PT1061'OF VAN METRE, 4 MILES EAST-SOUTHEAST OF CAPA, 2 MILES SOUTH
 PT1061'OF THE BAD RIVER, 40 FEET NORTH OF A COUNTY ROAD AND 5 FEET
 PT1061'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1061'
 PT1061'TO REACH THE STATION FROM THE RAILWAY STATION IN CAPA GO
 PT1061'NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A CROSS ROAD, TURN
 PT1061'RIGHT (EASTERLY) FOR 4.0 MILES TO A RIGHT CURVE AND A SCHOOL
 PT1061'HOUSE ON THE RIGHT, TURN RIGHT (SOUTH) FOR 1.6 MILES TO THE
 PT1061'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH AND
 PT1061'EASTERLY FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PT1061'
 PT1061'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1061'CAPA 1952.
 PT1061'
 PT1061'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF THE GRAVELED ROAD.
 PT1061'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CAPA NO 1
 PT1061'1952.
 PT1061'
 PT1061'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE GRAVELED ROAD.
 PT1061'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CAPA NO 2
 PT1061'1952.
 PT1061'
 PT1061'THE AZIMUTH MARK IS 49 FEET EAST OF THE GRAVELED ROAD AND 3
 PT1061'FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 PT1061'PROJECTS 6 INCHES AND THE DISK IS STAMPED CAPA 1952.
 PT1061'
 PT1061'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1061
 PT1061                          STATION RECOVERY (1966)
 PT1061
 PT1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 PT1061'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 PT1061'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 PT1061'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 PT1061'
 PT1061'TO REACH THE STATION FROM THE POST OFFICE IN MIDLAND, GO EAST
 PT1061'ON THE MAIN STREET FOR 0.85 MILE TO A T-ROAD RIGHT.  TURN
 PT1061'RIGHT AND GO NORTHEAST ON THE MAIN ROAD FOR 8.0 MILES TO THE
 PT1061'OLSON RANCH ON THE LEFT.  CONTINUE EASTERLY ON THE MAIN ROAD
 PT1061'FOR 2.7 MILES TO A CROSSROAD.  CONTINUE EASTERLY ON A DIRT
 PT1061'ROAD FOR 1.31 MILES TO THE BAD RIVER AND A STEEL BRIDGE.
 PT1061'CONTINUE EASTERLY ON DIRT ROAD FOR 0.7 MILE TO WHERE THE ROAD
 PT1061'TURNS SOUTH AND A SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT AND
 PT1061'GO SOUTH ON THE DIRT ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON
 PT1061'THE LEFT, CONTINUE SOUTH AND EAST FOR 0.3 MILE TO THE
 PT1061'STATION ON THE LEFT.
 PT1061'
 PT1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MILES
 PT1061'NORTHEAST OF MIDLAND, 4.0 MILES EAST-SOUTHEAST OF CAPA AND
 PT1061'ABOUT 2.5 MILES SOUTH OF THE BAD RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0646 ***********************************************************************
 QR0646  DESIGNATION -  CARL
 QR0646  PID         -  QR0646
 QR0646  STATE/COUNTY-  SD/MCPHERSON
 QR0646  COUNTRY     -  US
 QR0646  USGS QUAD   -  FORBES SE (2017)
 QR0646
 QR0646                         *CURRENT SURVEY CONTROL
 QR0646  ______________________________________________________________________
 QR0646* NAD 83(1996) POSITION- 45 48 07.46743(N) 098 47 33.01571(W)   ADJUSTED
 QR0646* NAVD 88 ORTHO HEIGHT -   465.4   (meters)     1527.    (feet) VERTCON3
 QR0646  ______________________________________________________________________
 QR0646  GEOID HEIGHT    -        -24.095 (meters)                     GEOID18
 QR0646  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 QR0646  HORZ ORDER      -  FIRST
 QR0646
 QR0646.The horizontal coordinates were established by classical geodetic methods
 QR0646.and adjusted by the National Geodetic Survey in January 1998.
 QR0646
 QR0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0646
 QR0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0646.GEOID18 height accuracy estimate available here.
 QR0646
 QR0646.Click photographs - Photos may exist for this station.
 QR0646
 QR0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0646
 QR0646. The following values were computed from the NAD 83(1996) position.
 QR0646
 QR0646;                    North         East     Units Scale Factor Converg.
 QR0646;SPC SD N     -   219,481.897   693,868.421   MT  1.00002509   +0 51 16.5
 QR0646;SPC SD N     -   720,083.52  2,276,466.64   sFT  1.00002509   +0 51 16.5
 QR0646;UTM  14      - 5,072,077.902   516,124.058   MT  0.99960320   +0 08 55.5
 QR0646
 QR0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0646!SPC SD N     -   0.99993083  x   1.00002509  =   0.99995592
 QR0646!UTM  14      -   0.99993083  x   0.99960320  =   0.99953406
 QR0646
 QR0646:                Primary Azimuth Mark                     Grid Az
 QR0646:SPC SD N     -  CARL AZ MK                               164 31 38.8
 QR0646:UTM  14      -  CARL AZ MK                               165 13 59.8
 QR0646
 QR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1612472077(NAD 83)
 QR0646
 QR0646|---------------------------------------------------------------------|
 QR0646| PID    Reference Object                     Distance      Geod. Az  |
 QR0646|                                                           dddmmss.s |
 QR0646| QR0645 FORBES CHURCH                       APPROX.15.8 KM 0032143.9 |
 QR0646| CO5336 CARL RM 1                            36.830 METERS 08931     |
 QR0646| CO5335 CARL AZ MK                                         1652255.3 |
 QR0646| QR0634 WETONKA MUNICIPAL TANK              APPROX.19.8 KM 1743958.9 |
 QR0646| QR0631 WETONKA CATH CHURCH SPIRE           APPROX.19.6 KM 1750823.1 |
 QR0646| QR0640 LEOLA MOTH OF PERP SUC CATH CH      APPROX.14.2 KM 2315013.6 |
 QR0646| QR0639 LEOLA MUNICIPAL TANK                APPROX.14.3 KM 2322528.3 |
 QR0646| CO5337 CARL RM 2                            23.170 METERS 27335     |
 QR0646|---------------------------------------------------------------------|
 QR0646
 QR0646                          SUPERSEDED SURVEY CONTROL
 QR0646
 QR0646  NAD 83(1986)-  45 48 07.47879(N)    098 47 33.00320(W) AD(       ) 1
 QR0646  NAD 27      -  45 48 07.56600(N)    098 47 31.63300(W) AD(       ) 1
 QR0646  NGVD 29 (07/19/86)  465.0    (m)         1526.     (f) VERT ANG       
 QR0646
 QR0646.Superseded values are not recommended for survey control.
 QR0646
 QR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0646.See file dsdata.pdf to determine how the superseded data were derived.
 QR0646
 QR0646_MARKER: DS = TRIANGULATION STATION DISK
 QR0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0646_STAMPING: CARL 1934
 QR0646_MARK LOGO: CGS
 QR0646_PROJECTION: RECESSED 30 CENTIMETERS
 QR0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0646+STABILITY: SURFACE MOTION
 QR0646
 QR0646  HISTORY     - Date     Condition        Report By
 QR0646  HISTORY     - 1934     MONUMENTED       CGS
 QR0646  HISTORY     - 1963     GOOD             USGS
 QR0646  HISTORY     - 1970     GOOD             NGS
 QR0646
 QR0646                          STATION DESCRIPTION
 QR0646
 QR0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0646'STATION IS ABOUT 14 MILES W BY S FROM FREDERICK, IN THE SE 1/4
 QR0646'SEC. 21, T 127 N, R 66 W, AT THE NORTHERN EDGE OF THE QUARTER
 QR0646'AND ABOUT 1/4 MILE W OF ITS E LINE, AND 1/4 MILE W OF THE
 QR0646'SECTION LINE ROAD AT THE E BOUNDARY OF THE SECTION.  STATION
 QR0646'IS ABOUT 0.35 MILE NW ACROSS THE FIELDS FROM MR. OBERMEYERS
 QR0646'HOUSE, 351 FEET W OF N-S FENCE AND 3.5 FEET S OF AN E-W FENCE.
 QR0646'MARK IS 12 INCHES BELOW THE GROUND.
 QR0646'
 QR0646'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0646'BRONZE DISKS SET IN CONCRETE.
 QR0646'
 QR0646'REFERENCE MARK NO. 1 IS E OF STATION ON E-W FENCE LINE, AND
 QR0646'PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.
 QR0646'
 QR0646'REFERENCE MARK NO. 2 IS W OF STATION ON E-W FENCE LINE,
 QR0646'AND PROJECTS 5 INCHES ABOVE THE SURFACE.
 QR0646'
 QR0646'AZIMUTH MARK IS REACHED FROM STATION BY GOING E FROM STATION
 QR0646'0.3 MILE TO N-S ROAD, TURN RIGHT (S) AND GO 1.5 MILES TO
 QR0646'AZIMUTH ON RIGHT.  MARK IS 15 FEET W OF CENTER LINE OF N-S
 QR0646'ROAD IN N-S FENCE LINE, AND PROJECTS ABOUT 5 INCHES ABOVE THE
 QR0646'SURFACE.
 QR0646'
 QR0646'STATION IS REACHED FROM THE POST OFFICE IN FREDERICK BY GOING
 QR0646'W ON THE MAIN STREET FOR 0.55 MILE TO U.S. HIGHWAY 281.  TURN
 QR0646'RIGHT (N) ON U.S. HIGHWAY 281 AND GO 0.2 MILE TO CROSSROADS AND
 QR0646'SECTION CORNER (THIS POINT IS 11.9 MILES S OF THE POST OFFICE
 QR0646'IN ELLENDALE, NORTH DAKOTA, ON U.S. HIGHWAY 281), TURN LEFT
 QR0646'(W) ON BIG GRAVEL ROAD AND GO 12.0 MILES TO CROSSROADS AND
 QR0646'SECTION CORNER, CONTINUE STRAIGHT AHEAD ON GRADED DIRT ROAD
 QR0646'AND GO 1.0 MILE TO CROSSROADS AND SECTION CORNER, TURN LEFT
 QR0646'(S) ON DIRT ROAD AND GO 2.75 MILES TO 1 1/2-STORY WHITE HOUSE
 QR0646'AND RED FARM BUILDINGS (NO TREES), HOME OF MR. FRED
 QR0646'OBERMEYER.
 QR0646'
 QR0646'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0646
 QR0646                          STATION RECOVERY (1963)
 QR0646
 QR0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (KK)
 QR0646'STATION IS 7.3 MILES E AND 5.5 MILES N OF LEOLA, IN THE CENTER OF
 QR0646'THE E 1/2 SEC 21 (NEAR THE 1/16 COR BETWEEN THE NE 1/4 AND THE
 QR0646'SE 1/4) T 127 N, R 66 W., ABOUT 1400 FEET W OF THE E 1/4 COR.
 QR0646'OF THE SEC AND ABANDONED SECTION LINE ROAD.  THE MARK IS IN AN
 QR0646'OPEN CULTIVATED FIELD, 12 INCHES BELOW THE GROUND.  (R.M.S ARE IN
 QR0646'PLACE AND MARKED BY 4-FT. HIGH STEEL FENCE POSTS)
 QR0646'
 QR0646'TO REACH THE STATION FROM THE COURTHOUSE IN LEOLA, GO E ON
 QR0646'ST. HWY 10 FOR 8.4 MILES TO CROSSROADS, TURN LEFT ON MC PHERSON
 QR0646'CO. RD. 23 AND GO 5.0 MILES N TO T-RD-W, TURN LEFT AND GO 1.0
 QR0646'MI. W TO DIM T-RD-E, TURN RIGHT AND GO 0.5 MI. N. TO AN E-W
 QR0646'FENCE, GO DUE W. ALONG OLD FIELD LINE SCAR AFOOT FOR 1400 FEET
 QR0646'TO THE SE SIDE OF A FLAT RIDGE AND THE STATION.
 QR0646
 QR0646                          STATION RECOVERY (1970)
 QR0646
 QR0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 QR0646'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QR0646'WERE FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS
 QR0646'NOT VISITED.
 QR0646'
 QR0646'THE OLD DESCRIPTION IS ADEQUATE.
 QR0646'
 QR0646'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0660 ***********************************************************************
 PS0660  DESIGNATION -  CARLETON METH EPIS CH SPIRE
 PS0660  PID         -  PS0660
 PS0660  STATE/COUNTY-  SD/HAND
 PS0660  COUNTRY     -  US
 PS0660  USGS QUAD   -  ROCKHAM SW (2017)
 PS0660
 PS0660                         *CURRENT SURVEY CONTROL
 PS0660  ______________________________________________________________________
 PS0660* NAD 83(1996) POSITION- 44 47 39.23015(N) 098 53 53.78893(W)   ADJUSTED
 PS0660  ______________________________________________________________________
 PS0660  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 PS0660  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 PS0660  HORZ ORDER      -  THIRD
 PS0660
 PS0660.The horizontal coordinates were established by classical geodetic methods
 PS0660.and adjusted by the National Geodetic Survey in January 1998.
 PS0660
 PS0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0660.GEOID18 height accuracy estimate available here.
 PS0660
 PS0660.Click photographs - Photos may exist for this station.
 PS0660
 PS0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0660
 PS0660. The following values were computed from the NAD 83(1996) position.
 PS0660
 PS0660;                    North         East     Units Scale Factor Converg.
 PS0660;SPC SD N     -   107,370.003   687,170.786   MT  0.99994912   +0 46 47.0
 PS0660;SPC SD N     -   352,263.08  2,254,492.82   sFT  0.99994912   +0 46 47.0
 PS0660;UTM  14      - 4,960,097.474   508,046.154   MT  0.99960080   +0 04 18.0
 PS0660
 PS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0804660097(NAD 83)
 PS0660
 PS0660                          SUPERSEDED SURVEY CONTROL
 PS0660
 PS0660  NAD 83(1986)-  44 47 39.23023(N)    098 53 53.79298(W) AD(       ) 3
 PS0660  NAD 27      -  44 47 39.31700(N)    098 53 52.42100(W) AD(       ) 3
 PS0660
 PS0660.Superseded values are not recommended for survey control.
 PS0660
 PS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0660.See file dsdata.pdf to determine how the superseded data were derived.
 PS0660
 PS0660_MARKER: 90 = CHURCH SPIRE
 PS0660
 PS0660  HISTORY     - Date     Condition        Report By
 PS0660  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0660  HISTORY     - 1935     GOOD             CGS
 PS0660
 PS0660                          STATION DESCRIPTION
 PS0660
 PS0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0660'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF CARLETON METHODIST
 PS0660'EPISCOPAL CHURCH, LOCATED 7 MILES S AND 3.5 MILES W OF ROCKHAM.
 PS0660'WHITE FRAME BUILDING WITH SPIRE ABOUT 50 FEET HIGH.
 PS0660'
 PS0660'STATION WAS OBSERVED FROM ZELL AND YORK.
 PS0660
 PS0660                          STATION RECOVERY (1935)
 PS0660
 PS0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0660'THIS STATION IS THE TIP OF THE SPIRE ON THE CARLETON METHODIST
 PS0660'EPISCOPAL CHURCH.  THE CHURCH IS A WHITE WOODEN BUILDING FACING
 PS0660'N AND HAS A SQUARE WHITE WOODEN TOWER AT ABOUT THE CENTER OF
 PS0660'THE E SIDE OVER THE ENTRANCE.  THE ENTRANCE IS ON THE N SIDE
 PS0660'OF THE TOWER.  THE UPPER PART OF THE TOWER IS AN OPEN BELFRY
 PS0660'WITH THREE 4- BY 4-INCH WOODEN POSTS AT EACH CORNER.  THE TOWER
 PS0660'IS SURMOUNTED BY AN OCTAGONAL SHINGLE SPIRE PAINTED WHITE.
 PS0660'THE BASE OF THE SPIRE IS SQUARE AND FLARED OUTWARD FORMING
 PS0660'EAVES ABOVE THE BELFRY.  THE SPIRE IS ABOUT 40 FEET HIGH AND
 PS0660'IS QUITE PROMINENT.
 PS0660'
 PS0660'THE CHURCH IS ABOUT 7 MILES S AND 3-1/2 MILES W OF ROCKHAM,
 PS0660'AND ABOUT 5 MILES NE OF HOWELL, 2 MILES N OF S. DAK. HIGHWAY
 PS0660'26, ON THE S SIDE OF A SECTION LINE ROAD AND ABOUT MIDWAY BETWEEN
 PS0660'TWO N-S SECTION LINES.
 PS0660'
 PS0660'THE STATION WAS OBSERVED FROM ZELL AND YORK IN 1934 AND FROM
 PS0660'LINN AND ARCADE IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0815 ***********************************************************************
 NN0815  DESIGNATION -  CARLOCK
 NN0815  PID         -  NN0815
 NN0815  STATE/COUNTY-  SD/GREGORY
 NN0815  COUNTRY     -  US
 NN0815  USGS QUAD   -  MILLS (2017)
 NN0815
 NN0815                         *CURRENT SURVEY CONTROL
 NN0815  ______________________________________________________________________
 NN0815* NAD 83(1996) POSITION- 42 59 53.88671(N) 099 25 25.65358(W)   ADJUSTED
 NN0815* NAVD 88 ORTHO HEIGHT -   687.    (meters)     2254.    (feet) SCALED
 NN0815  ______________________________________________________________________
 NN0815  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 NN0815  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 NN0815  HORZ ORDER      -  FIRST
 NN0815
 NN0815.The horizontal coordinates were established by classical geodetic methods
 NN0815.and adjusted by the National Geodetic Survey in January 1998.
 NN0815
 NN0815.The orthometric height was scaled from a topographic map.
 NN0815
 NN0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0815.GEOID18 height accuracy estimate available here.
 NN0815
 NN0815.Click photographs - Photos may exist for this station.
 NN0815
 NN0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0815
 NN0815. The following values were computed from the NAD 83(1996) position.
 NN0815
 NN0815;                    North         East     Units Scale Factor Converg.
 NN0815;SPC SD S     -    74,278.578   674,162.793   MT  0.99996502   +0 37 38.8
 NN0815;SPC SD S     -   243,695.63  2,211,815.76   sFT  0.99996502   +0 37 38.8
 NN0815;UTM  14      - 4,760,713.346   465,456.385   MT  0.99961468   -0 17 20.5
 NN0815
 NN0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0815!SPC SD S     -   0.99989614  x   0.99996502  =   0.99986117
 NN0815!UTM  14      -   0.99989614  x   0.99961468  =   0.99951086
 NN0815
 NN0815:                Primary Azimuth Mark                     Grid Az
 NN0815:SPC SD S     -  CARLOCK AZ MK                            193 56 01.5
 NN0815:UTM  14      -  CARLOCK AZ MK                            194 51 00.8
 NN0815
 NN0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6545660713(NAD 83)
 NN0815
 NN0815|---------------------------------------------------------------------|
 NN0815| PID    Reference Object                     Distance      Geod. Az  |
 NN0815|                                                           dddmmss.s |
 NN0815| NN0734 JAMISON SPIRE                       APPROX. 9.7 KM 0914016.0 |
 NN0815| CO2805 CARLOCK RM 1                         22.400 METERS 12751     |
 NN0815| NN0816 BOUNDARY MP 11 1/2 NE SD             42.420 METERS 14223     |
 NN0815| CO2804 CARLOCK AZ MK                                      1943340.3 |
 NN0815| CO2806 CARLOCK RM 2                         10.221 METERS 19651     |
 NN0815|---------------------------------------------------------------------|
 NN0815
 NN0815                          SUPERSEDED SURVEY CONTROL
 NN0815
 NN0815  NAD 83(1995)-  42 59 53.88664(N)    099 25 25.65369(W) AD(       ) 1
 NN0815  NAD 83(1986)-  42 59 53.89364(N)    099 25 25.66176(W) AD(       ) 1
 NN0815  NAD 27      -  42 59 53.89000(N)    099 25 24.27700(W) AD(       ) 1
 NN0815
 NN0815.Superseded values are not recommended for survey control.
 NN0815
 NN0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0815.See file dsdata.pdf to determine how the superseded data were derived.
 NN0815
 NN0815_MARKER: DS = TRIANGULATION STATION DISK
 NN0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0815_STAMPING: CARLOCK 1934
 NN0815_MARK LOGO: CGS
 NN0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0815+STABILITY: SURFACE MOTION
 NN0815
 NN0815  HISTORY     - Date     Condition        Report By
 NN0815  HISTORY     - 1934     MONUMENTED       CGS
 NN0815
 NN0815                          STATION DESCRIPTION
 NN0815
 NN0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0815'STATION IS LOCATED IN GREGORY COUNTY, SOUTH DAKOTA, ON THE TOP OF A
 NN0815'HIGH PROMINENT BARE BUTTE, ABOUT 130 FEET NORTH OF THE NEBRASKA-SOUTH
 NN0815'DAKOTA STATE LINE, AT THE CENTER OF SOUTH SIDE OF SECTION 36, T. 95
 NN0815'N., R. 73 W., REFERRING TO THE NEBRASKA SECTION SYSTEM, THE STATION IS
 NN0815'1/3 MILE WEST OF THE NORTHWEST CORNER OF SECTION 22, T. 35 N., R. 18
 NN0815'W.
 NN0815'
 NN0815'TO REACH FROM A POINT ON THE SOUTHWEST SIDE OF GREGORY WHERE U.S.
 NN0815'HIGHWAY 18 TURNS SOUTH AND WEST AROUND A PHILLIPS GAS STATION, GO
 NN0815'SOUTH ON U.S. HIGHWAY 18 FOR 2.0 MILES.  CONTINUE SOUTH WHERE U.S. 18
 NN0815'TURNS EAST TO STATE LINE TO A POINT 1/2 MILE SOUTH OF STATE LINE.
 NN0815'TURN LEFT (EAST) ALONG DIM ROAD FOR 0.2 MILE, TURN LEFT (NORTH) AT
 NN0815'FENCE CORNER AND GO ALONG EAST SIDE OF FENCE FOR 0.6 MILE, TURN RIGHT
 NN0815'(EAST) AND FOLLOW DIM TRAIL FOR 0.5 MILE BEARING TO THE SOUTHEAST TO
 NN0815'PROMINENT BUTTE AND STATION.  MARK IS ON HIGHEST POINT OF BUTTE, AND
 NN0815'PROJECTS 4 INCHES.
 NN0815'
 NN0815'REFERENCE MARK NO. 2 IS ABOUT 50 FEET NORTH OF STATE LINE, ON SOUTH
 NN0815'SIDE OF BUTTE, SET IN OUTCROPPING ROCK AND PROJECTS 18 INCHES.
 NN0815'
 NN0815'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SIDE OF BUTTE, AT BREAK OF
 NN0815'SLOPE AND PROJECTS 8 INCHES.
 NN0815'
 NN0815'TO REACH THE AZIMUTH MARK, FROM STATE LINE ON ABOVE-MENTIONED ROAD GO
 NN0815'SOUTH 1.5 MILES TO SMALL WHITE SCHOOLHOUSE ON THE EAST.  MARK IS 50
 NN0815'FEET EAST OF CENTERLINE OF ROAD IN NORTHWEST CORNER OF SCHOOLYARD, 150
 NN0815'FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF SCHOOL.
 NN0815'
 NN0815'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0458 ***********************************************************************
 QQ0458  DESIGNATION -  CARLSON
 QQ0458  PID         -  QQ0458
 QQ0458  STATE/COUNTY-  SD/MARSHALL
 QQ0458  COUNTRY     -  US
 QQ0458  USGS QUAD   -  TWOMILE LAKE (2017)
 QQ0458
 QQ0458                         *CURRENT SURVEY CONTROL
 QQ0458  ______________________________________________________________________
 QQ0458* NAD 83(1996) POSITION- 45 42 11.26508(N) 097 36 42.46848(W)   ADJUSTED
 QQ0458* NAVD 88 ORTHO HEIGHT -   600.89  (+/-2cm)     1971.4   (feet) VERTCON3
 QQ0458  ______________________________________________________________________
 QQ0458  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 QQ0458  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 QQ0458  HORZ ORDER      -  FIRST
 QQ0458  VERT ORDER      -  THIRD ? (See Below)
 QQ0458
 QQ0458.The horizontal coordinates were established by classical geodetic methods
 QQ0458.and adjusted by the National Geodetic Survey in January 1998.
 QQ0458
 QQ0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0458
 QQ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0458.GEOID18 height accuracy estimate available here.
 QQ0458
 QQ0458.The vertical order pertains to the NGVD 29 superseded value.
 QQ0458
 QQ0458.Click photographs - Photos may exist for this station.
 QQ0458
 QQ0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0458
 QQ0458. The following values were computed from the NAD 83(1996) position.
 QQ0458
 QQ0458;                    North         East     Units Scale Factor Converg.
 QQ0458;SPC SD N     -   210,527.370   785,958.725   MT  1.00000388   +1 41 24.8
 QQ0458;SPC SD N     -   690,705.21  2,578,599.58   sFT  1.00000388   +1 41 24.8
 QQ0458;UTM  14      - 5,062,001.051   608,064.961   MT  0.99974357   +0 59 37.2
 QQ0458
 QQ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0458!SPC SD N     -   0.99990974  x   1.00000388  =   0.99991362
 QQ0458!UTM  14      -   0.99990974  x   0.99974357  =   0.99965334
 QQ0458
 QQ0458:                Primary Azimuth Mark                     Grid Az
 QQ0458:SPC SD N     -  CARLSON AZ MK                            041 56 50.6
 QQ0458:UTM  14      -  CARLSON AZ MK                            042 38 38.2
 QQ0458
 QQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0806462001(NAD 83)
 QQ0458
 QQ0458|---------------------------------------------------------------------|
 QQ0458| PID    Reference Object                     Distance      Geod. Az  |
 QQ0458|                                                           dddmmss.s |
 QQ0458| CO5338 CARLSON AZ MK                                      0433815.4 |
 QQ0458| CO5340 CARLSON RM 2                          7.363 METERS 18212     |
 QQ0458| CO5339 CARLSON RM 1                          7.814 METERS 35820     |
 QQ0458|---------------------------------------------------------------------|
 QQ0458
 QQ0458                          SUPERSEDED SURVEY CONTROL
 QQ0458
 QQ0458  NAD 83(1986)-  45 42 11.26260(N)    097 36 42.46239(W) AD(       ) 1
 QQ0458  NAD 27      -  45 42 11.43525(N)    097 36 41.10430(W) AD(       ) 1
 QQ0458  NGVD 29             600.59   (m)         1970.4    (f) LEVELING    3  
 QQ0458
 QQ0458.Superseded values are not recommended for survey control.
 QQ0458
 QQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0458.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0458
 QQ0458_MARKER: DS = TRIANGULATION STATION DISK
 QQ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0458_STAMPING: CARLSON 1952
 QQ0458_MARK LOGO: CGS
 QQ0458_PROJECTION: FLUSH
 QQ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0458+STABILITY: SURFACE MOTION
 QQ0458
 QQ0458  HISTORY     - Date     Condition        Report By
 QQ0458  HISTORY     - 1952     MONUMENTED       CGS
 QQ0458
 QQ0458                          STATION DESCRIPTION
 QQ0458
 QQ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0458'THE STATION IS ABOUT 7 MILES EAST AND 6 MILES SOUTH OF BRITTON,
 QQ0458'ABOUT 135 FEET SOUTH OF THE NORTH SIDE OF THE CENTER OF THE
 QQ0458'NORTHWEST 1/4 OF SEC. 25, T 126 N, R 57 W, ON LAND OWNED BY I
 QQ0458'CARLSON.  IT IS 8 FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS
 QQ0458'POST.
 QQ0458'
 QQ0458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 QQ0458'25 IN BRITTON, GO SOUTH ON HIGHWAY 25 FOR 5.3 MILES TO A CROSSROADS,
 QQ0458'TURN LEFT AND GO EAST ON A GRAVELED ROAD 7.35 MILES TO A CROSSROADS
 QQ0458'AND A SCHOOLHOUSE ON THE LEFT, TURN RIGHT AND GO SOUTH 0.75 MILE
 QQ0458'TO A TRACK ROAD RIGHT AND THE AZIMUTH MARK, TURN RIGHT AND GO
 QQ0458'WEST 0.3 MILE TO A FIELD ROAD ON THE LEFT, TURN LEFT AND GO SOUTH
 QQ0458'0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 QQ0458'
 QQ0458'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0458'CARLSON 1952.
 QQ0458'
 QQ0458'REFERENCE MARK 1 IS 3 FEET EAST OF A FENCE AND 18 FEET NORTH OF
 QQ0458'THE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QQ0458'STAMPED CARLSON NO 1 1952.
 QQ0458'
 QQ0458'REFERENCE MARK 2 IS 32 FEET SOUTH OF THE WITNESS POST AND 5
 QQ0458'FEET EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 QQ0458'THE DISK IS STAMPED CARLSON NO 2 1952.
 QQ0458'
 QQ0458'THE AZIMUTH MARK IS 85 FEET SOUTH OF THE CENTER OF THE TRACK
 QQ0458'ROAD, 43 FEET WEST OF A GRAVELED ROAD, 7 FEET SOUTHWEST OF A
 QQ0458'POWERLINE POLE AND 5 FEET WEST OF A 4 X 4 INCH WHITE WITNESS
 QQ0458'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CARLSON
 QQ0458'1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0610 ***********************************************************************
 PS0610  DESIGNATION -  CARLYLE
 PS0610  PID         -  PS0610
 PS0610  STATE/COUNTY-  SD/BEADLE
 PS0610  COUNTRY     -  US
 PS0610  USGS QUAD   -  WOLSEY SE (2017)
 PS0610
 PS0610                         *CURRENT SURVEY CONTROL
 PS0610  ______________________________________________________________________
 PS0610* NAD 83(1996) POSITION- 44 16 43.48758(N) 098 21 22.21775(W)   ADJUSTED
 PS0610* NAD 83(1996) ELLIP HT-   381.204 (meters)        (01/23/98)   ADJUSTED
 PS0610* NAVD 88 ORTHO HEIGHT -   406.4   (meters)     1333.    (feet) VERTCON3
 PS0610  ______________________________________________________________________
 PS0610  GEOID HEIGHT    -        -25.153 (meters)                     GEOID18
 PS0610  NAD 83(1996) X  -   -664,748.328 (meters)                     COMP
 PS0610  NAD 83(1996) Y  - -4,525,619.122 (meters)                     COMP
 PS0610  NAD 83(1996) Z  -  4,430,585.373 (meters)                     COMP
 PS0610  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 PS0610  HORZ ORDER      -  FIRST
 PS0610  ELLP ORDER      -  FOURTH    CLASS I
 PS0610
 PS0610.The horizontal coordinates were established by classical geodetic methods
 PS0610.and adjusted by the National Geodetic Survey in January 1998.
 PS0610
 PS0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0610
 PS0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0610.GEOID18 height accuracy estimate available here.
 PS0610
 PS0610.Click photographs - Photos may exist for this station.
 PS0610
 PS0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0610
 PS0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0610
 PS0610.The ellipsoidal height was determined by GPS observations
 PS0610.and is referenced to NAD 83.
 PS0610
 PS0610. The following values were computed from the NAD 83(1996) position.
 PS0610
 PS0610;                    North         East     Units Scale Factor Converg.
 PS0610;SPC SD N     -    50,828.134   731,221.203   MT  1.00002928   +1 09 48.2
 PS0610;SPC SD N     -   166,758.64  2,399,014.90   sFT  1.00002928   +1 09 48.2
 PS0610;SPC SD S     -   218,004.792   757,817.168   MT  0.99997330   +1 21 50.2
 PS0610;SPC SD S     -   715,237.39  2,486,271.83   sFT  0.99997330   +1 21 50.2
 PS0610;UTM  14      - 4,903,034.893   551,376.118   MT  0.99963246   +0 26 58.2
 PS0610
 PS0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0610!SPC SD N     -   0.99994023  x   1.00002928  =   0.99996951
 PS0610!SPC SD S     -   0.99994023  x   0.99997330  =   0.99991353
 PS0610!UTM  14      -   0.99994023  x   0.99963246  =   0.99957271
 PS0610
 PS0610:                Primary Azimuth Mark                     Grid Az
 PS0610:SPC SD N     -  CARLYLE RM 3 AZIMUTH                     355 56 31.2
 PS0610:SPC SD S     -  CARLYLE RM 3 AZIMUTH                     355 44 29.2
 PS0610:UTM  14      -  CARLYLE RM 3 AZIMUTH                     356 39 21.2
 PS0610
 PS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5137603034(NAD 83)
 PS0610
 PS0610|---------------------------------------------------------------------|
 PS0610| PID    Reference Object                     Distance      Geod. Az  |
 PS0610|                                                           dddmmss.s |
 PS0610| CO5342 CARLYLE RM 1                         82.964 METERS 02624     |
 PS0610| PS0606 HURON W MUNICIPAL TANK              APPROX.13.8 KM 0490847.8 |
 PS0610| PS0607 HURON E MUNICIPAL TANK              APPROX.14.6 KM 0515527.8 |
 PS0610| CO5341 CARLYLE AZ MK                                      0624401.6 |
 PS0610| PS0608 ALPENA TANK                         APPROX.11.0 KM 1860518.7 |
 PS0610| PS0611 VIRGIL MUNICIPAL TANK               APPROX. 5.4 KM 2831441.2 |
 PS0610| PS0612 WOLSEY MUNICIPAL TANK               APPROX.17.5 KM 3265336.8 |
 PS0610| CO5343 CARLYLE RM 2                         32.504 METERS 35508     |
 PS0610| CO5344 CARLYLE RM 3 AZIMUTH                               3570619.4 |
 PS0610|---------------------------------------------------------------------|
 PS0610
 PS0610                          SUPERSEDED SURVEY CONTROL
 PS0610
 PS0610  NAD 83(1986)-  44 16 43.48274(N)    098 21 22.23162(W) AD(       ) 1
 PS0610  NAD 27      -  44 16 43.52100(N)    098 21 20.90000(W) AD(       ) 1
 PS0610  NGVD 29 (07/20/93)  406.1    (m)  UNKNOWN  model used  GPS OBS        
 PS0610
 PS0610.Superseded values are not recommended for survey control.
 PS0610
 PS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0610.See file dsdata.pdf to determine how the superseded data were derived.
 PS0610
 PS0610_MARKER: DS = TRIANGULATION STATION DISK
 PS0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0610_STAMPING: CARLYLE 1934
 PS0610_MARK LOGO: CGS
 PS0610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0610+STABILITY: SURFACE MOTION
 PS0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0610+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1992
 PS0610
 PS0610  HISTORY     - Date     Condition        Report By
 PS0610  HISTORY     - 1934     MONUMENTED       CGS
 PS0610  HISTORY     - 1934     GOOD             CGS
 PS0610  HISTORY     - 1973     GOOD             NGS
 PS0610  HISTORY     - 19921027 GOOD             NGS
 PS0610
 PS0610                          STATION DESCRIPTION
 PS0610
 PS0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0610'STATION IS LOCATED IN SEC. 1, T 109 N, R 63 W, CARLYLE TOWNSHIP.
 PS0610'IT IS 10 FEET E OF FENCE AND 42 FEET E OF CENTER LINE OF
 PS0610'ROAD.
 PS0610'
 PS0610'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0610'BRONZE DISKS SET IN CONCRETE.
 PS0610'
 PS0610'REFERENCE MARK NO. 1 IS NE BY N OF STATION, 1 FOOT S OF FENCE,
 PS0610'132 FEET E OF FENCE.
 PS0610'
 PS0610'REFERENCE MARK NO. 2 IS N OF STATION, 1 FOOT E OF FENCE, 33 FEET
 PS0610'E OF CENTER LINE OF ROAD.
 PS0610'
 PS0610'AZIMUTH MARK IS NE OF STATION, 1 FOOT N OF FENCE, 34 FEET N
 PS0610'OF CENTER LINE OF ROAD.  TO REACH FROM THE STATION, GO N 0.35
 PS0610'MILE, THENCE RIGHT (E) 0.65 MILE TO MARK ON N SIDE OF ROAD ON
 PS0610'BANK.
 PS0610'
 PS0610'TO REACH THE STATION FROM POST OFFICE IN VIRGIL, GO E 0.3 MILE,
 PS0610'THENCE RIGHT (S) 0.5 MILE, THENCE LEFT (E) 3.0 MILES, THENCE
 PS0610'RIGHT (S) 0.3 MILE TO TOP OF SLIGHT RISE AND STATION ON E SIDE
 PS0610'OF ROAD, IN FIELD.
 PS0610'
 PS0610'HEIGHT OF LIGHT ABOVE STATION MARK - 21.8 METERS.
 PS0610
 PS0610                          STATION RECOVERY (1934)
 PS0610
 PS0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PS0610'RECOVERED IN GOOD CONDITION.
 PS0610
 PS0610                          STATION RECOVERY (1973)
 PS0610
 PS0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PS0610'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 PS0610'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND
 PS0610'AND IS BELIEVED TO HAVE BEEN GRADED OUT DURING ROAD IMPROVEMENTS.
 PS0610'THE STATION MARK IS SET FLUSH WITH THE GROUND NEAR THE EDGE OF A
 PS0610'FIELD, THE PROPERTY OWNER PREFERS TO LEAVE AN AREA UNPLOWED
 PS0610'ABOUT 15 FOOT SQUARE AROUND THE MARK SO THAT PEOPLE USING THE
 PS0610'MARK DO NOT HAVE TO DIG, RATHER THAN HAVE IT SET UNDERGROUND.
 PS0610'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS ESTABLISHED.
 PS0610'
 PS0610'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF HURON, 5
 PS0610'MILES EAST OF U.S. HIGHWAY 281, AND 3 MILES EAST OF VIRGIL, IN
 PS0610'SEC. 1, T 109 N, R 63 W, CARLYLE TOWNSHIP, IN A CULTIVATED
 PS0610'FIELD ON PROPERTY OF MR. WALDO KRUTZFELDT.
 PS0610'
 PS0610'TO REACH THE STATION FROM THE CENTRAL PART OF VIRGIL, GO EAST
 PS0610'ON A GRADED ROAD 0.3 MILE THENCE SOUTH 0.5 MILE TO A PAVED ROAD,
 PS0610'THENCE EAST 3.0 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH
 PS0610'MARK ON THE RIGHT AS DESCRIBED, TURN RIGHT AND GO SOUTH ON
 PS0610'THE GRADED ROAD FOR 0.35 MILE TO A SLIGHT RISE AND THE STATION
 PS0610'ON THE LEFT AS DESCRIBED.
 PS0610'
 PS0610'THE STATION MARK IS A STANDARD DISK STAMPED CARLYLE 1934, SET
 PS0610'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 244
 PS0610'FEET SOUTH OF A T FENCE CORNER, 42 FEET EAST OF THE CENTER OF THE
 PS0610'GRADED ROAD, AND 10 FEET EAST OF A FENCE AND METAL WITNESS POST
 PS0610'
 PS0610'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CARLYLE NO 1 1934,
 PS0610'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 PS0610'163 FEET EAST OF THE CENTER OF THE GRADED ROAD, 132 FEET EAST
 PS0610'OF THE T FENCE CORNER, 1 FOOT SOUTH OF A FENCE, AND 1.5 FEET
 PS0610'SOUTHEAST OF A METAL WITNESS POST.
 PS0610'
 PS0610'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CARLYLE NO 2
 PS0610'1934, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PS0610'IT IS 138 FEET SOUTH OF THE T FENCE CORNER, 33 FEET EAST OF
 PS0610'THE CENTER OF THE GRADED ROAD, 0.8 FOOT EAST OF A FENCE, AND
 PS0610'1.0 FOOT SOUTHEAST OF A METAL WITNESS POST.
 PS0610'
 PS0610'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 PS0610'CARLYLE 1934 NO 3 1973, SET IN A SQUARE CONCRETE MONUMENT WHICH
 PS0610'PROJECTS 2-INCHES.  IT IS 62 FEET SOUTH OF THE CENTER OF THE PAVED
 PS0610'ROAD, 40 FEET WEST OF THE CENTER OF THE GRADED ROAD, 11 FEET
 PS0610'SOUTHWEST OF A POWER POLE, 11 FEET WEST OF A FENCE CORNER, 1
 PS0610'FOOT NORTH OF A FENCE, AND 3.2 FEET EAST OF A METAL WITNESS
 PS0610'POST.
 PS0610'
 PS0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 PS0610'EAST OF VIRGIL
 PS0610
 PS0610                          STATION RECOVERY (1992)
 PS0610
 PS0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PS0610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0691 ***********************************************************************
 OS0691  DESIGNATION -  CARTER
 OS0691  PID         -  OS0691
 OS0691  STATE/COUNTY-  SD/TRIPP
 OS0691  COUNTRY     -  US
 OS0691  USGS QUAD   -  CARTER (2017)
 OS0691
 OS0691                         *CURRENT SURVEY CONTROL
 OS0691  ______________________________________________________________________
 OS0691* NAD 83(1996) POSITION- 43 24 28.14786(N) 100 10 47.69438(W)   ADJUSTED
 OS0691* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) SCALED
 OS0691  ______________________________________________________________________
 OS0691  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 OS0691  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 OS0691  HORZ ORDER      -  FIRST
 OS0691
 OS0691.The horizontal coordinates were established by classical geodetic methods
 OS0691.and adjusted by the National Geodetic Survey in January 1998.
 OS0691
 OS0691.The orthometric height was scaled from a topographic map.
 OS0691
 OS0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0691.GEOID18 height accuracy estimate available here.
 OS0691
 OS0691.Click photographs - Photos may exist for this station.
 OS0691
 OS0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0691
 OS0691. The following values were computed from the NAD 83(1996) position.
 OS0691
 OS0691;                    North         East     Units Scale Factor Converg.
 OS0691;SPC SD S     -   119,377.000   612,425.737   MT  0.99991359   +0 06 21.0
 OS0691;SPC SD S     -   391,656.04  2,009,266.77   sFT  0.99991359   +0 06 21.0
 OS0691;UTM  14      - 4,806,780.036   404,465.172   MT  0.99971227   -0 48 39.2
 OS0691
 OS0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0691!SPC SD S     -   0.99988309  x   0.99991359  =   0.99979669
 OS0691!UTM  14      -   0.99988309  x   0.99971227  =   0.99959540
 OS0691
 OS0691:                Primary Azimuth Mark                     Grid Az
 OS0691:SPC SD S     -  CARTER AZ MK                             155 41 36.6
 OS0691:UTM  14      -  CARTER AZ MK                             156 36 36.8
 OS0691
 OS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP0446506780(NAD 83)
 OS0691
 OS0691|---------------------------------------------------------------------|
 OS0691| PID    Reference Object                     Distance      Geod. Az  |
 OS0691|                                                           dddmmss.s |
 OS0691| CO2808 CARTER RM 1                          10.119 METERS 08450     |
 OS0691| CO2807 CARTER AZ MK                                       1554757.6 |
 OS0691| CO2809 CARTER RM 2                          14.021 METERS 17822     |
 OS0691|---------------------------------------------------------------------|
 OS0691
 OS0691                          SUPERSEDED SURVEY CONTROL
 OS0691
 OS0691  NAD 83(1995)-  43 24 28.14478(N)    100 10 47.70053(W) AD(       ) 1
 OS0691  NAD 83(1986)-  43 24 28.14444(N)    100 10 47.70453(W) AD(       ) 1
 OS0691  NAD 27      -  43 24 28.15100(N)    100 10 46.22400(W) AD(       ) 1
 OS0691
 OS0691.Superseded values are not recommended for survey control.
 OS0691
 OS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0691.See file dsdata.pdf to determine how the superseded data were derived.
 OS0691
 OS0691_MARKER: DS = TRIANGULATION STATION DISK
 OS0691_SETTING: 66 = SET IN ROCK OUTCROP
 OS0691_STAMPING: CARTER 1936
 OS0691_MARK LOGO: CGS
 OS0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0691+STABILITY: POSITION/ELEVATION WELL
 OS0691
 OS0691  HISTORY     - Date     Condition        Report By
 OS0691  HISTORY     - 1936     MONUMENTED       CGS
 OS0691
 OS0691                          STATION DESCRIPTION
 OS0691
 OS0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0691'STATION IS ABOUT 2.4 MILES BY ROAD, AND 1.0 MILE AIRLINE
 OS0691'NORTHEAST OF THE TOWN OF CARTER, AT THE HIGHEST POINT AND NEAR
 OS0691'THE NORTH BRINK OF ROCKY PASTURE RIDGE, SAID TO BE OWNED BY THE
 OS0691'STATE OF SOUTH DAKOTA, 1.7 MILES EAST OF SECTION-LINE ROAD
 OS0691'WHICH LEADS NORTH ALONG WEST SIDE OF CARTER.  THE MARK IS SET
 OS0691'IN OUTCROPPING BEDROCK.  THERE IS NO UNDERGROUND MARK.
 OS0691'
 OS0691'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  THE MARK IS SET IN
 OS0691'BEDROCK OUTCROP.
 OS0691'
 OS0691'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  THE MARK IS SET
 OS0691'IN ROCK OUTCROP.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 OS0691'58.40 FEET.
 OS0691'
 OS0691'THE AZIMUTH MARK IS SOUTH OF THE STATION, NEAR THE SOUTH BRINK
 OS0691'OF THE SAME RIDGE THAT STATION IS ON.  THE MARK IS SET IN ROCK
 OS0691'OUTCROP.
 OS0691'
 OS0691'TO REACH THE STATION FROM CARTER, FOLLOW SECTION ROAD NORTH
 OS0691'ALONG WEST SIDE OF TOWN FROM U.S. HIGHWAY 18 FOR 0.8 MILE TO GATE
 OS0691'IN FENCE LINE, ABOUT 0.1 MILE NORTH OF WHITE HOUSE ON EAST SIDE
 OS0691'OF ROAD.  TURN EAST THROUGH GATE AND FOLLOW DIM FARM ROAD ACROSS
 OS0691'PASTURE IN NORTHEASTERLY DIRECTION FOR 0.9 MILE TO EAST-WEST
 OS0691'FENCE LINE.  LET DOWN FENCE AND PROCEED ON DIM FARM ROAD FOR
 OS0691'0.5 MILE NORTHEASTERLY TO NORTH-SOUTH FENCE LINE.  LET DOWN
 OS0691'FENCE AND PROCEED EAST ON DIM ROAD TOWARD GAP BETWEEN TWO
 OS0691'RIDGES FOR 0.3 MILE TO BOTTOM OF RIDGE TO SOUTH AND END OF
 OS0691'TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 200 YARDS TO TOP OF
 OS0691'RIDGE AND STATION.
 OS0691'
 OS0691'SIGNALS SHOWN FROM THE GROUND AT OAK, OWL, WHITTEN, ROCK, OKREEK
 OS0691'AND WOOD ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OS0691'
 OS0691'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0910 ***********************************************************************
 QS0910  DESIGNATION -  CARTER
 QS0910  PID         -  QS0910
 QS0910  STATE/COUNTY-  SD/ZIEBACH
 QS0910  COUNTRY     -  US
 QS0910  USGS QUAD   -  BEDNERS DAM (2017)
 QS0910
 QS0910                         *CURRENT SURVEY CONTROL
 QS0910  ______________________________________________________________________
 QS0910* NAD 83(1996) POSITION- 45 06 17.62086(N) 101 40 27.34641(W)   ADJUSTED
 QS0910* NAVD 88 ORTHO HEIGHT -   766.95  (+/-2cm)     2516.2   (feet) VERTCON3
 QS0910  ______________________________________________________________________
 QS0910  GEOID HEIGHT    -        -20.287 (meters)                     GEOID18
 QS0910  LAPLACE CORR    -         -6.92  (seconds)                    DEFLEC18
 QS0910  HORZ ORDER      -  FIRST
 QS0910  VERT ORDER      -  THIRD ? (See Below)
 QS0910
 QS0910.The horizontal coordinates were established by classical geodetic methods
 QS0910.and adjusted by the National Geodetic Survey in January 1998.
 QS0910
 QS0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0910
 QS0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0910.GEOID18 height accuracy estimate available here.
 QS0910
 QS0910.The vertical order pertains to the NGVD 29 superseded value.
 QS0910
 QS0910.Click photographs - Photos may exist for this station.
 QS0910
 QS0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0910
 QS0910. The following values were computed from the NAD 83(1996) position.
 QS0910
 QS0910;                    North         East     Units Scale Factor Converg.
 QS0910;SPC SD N     -   142,661.619   468,248.118   MT  0.99993955   -1 11 05.8
 QS0910;SPC SD N     -   468,049.00  1,536,244.03   sFT  0.99993955   -1 11 05.8
 QS0910;UTM  14      - 4,998,082.413   289,612.288   MT  1.00014429   -1 53 42.5
 QS0910
 QS0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0910!SPC SD N     -   0.99988295  x   0.99993955  =   0.99982251
 QS0910!UTM  14      -   0.99988295  x   1.00014429  =   1.00002722
 QS0910
 QS0910:                Primary Azimuth Mark                     Grid Az
 QS0910:SPC SD N     -  CARTER AZ MK                             162 36 38.7
 QS0910:UTM  14      -  CARTER AZ MK                             163 19 15.4
 QS0910
 QS0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8961298082(NAD 83)
 QS0910
 QS0910|---------------------------------------------------------------------|
 QS0910| PID    Reference Object                     Distance      Geod. Az  |
 QS0910|                                                           dddmmss.s |
 QS0910| CQ8031 CARTER RM 1                          35.052 METERS 06800     |
 QS0910| QS0907 DUPREE BAGLEY GRAIN ELEV N GAB      APPROX. 8.0 KM 1374347.7 |
 QS0910| CQ8032 CARTER RM 2                          33.626 METERS 14630     |
 QS0910| CQ8030 CARTER AZ MK                                       1612532.9 |
 QS0910|---------------------------------------------------------------------|
 QS0910
 QS0910                          SUPERSEDED SURVEY CONTROL
 QS0910
 QS0910  NAD 83(1986)-  45 06 17.61284(N)    101 40 27.34575(W) AD(       ) 1
 QS0910  NAD 27      -  45 06 17.68800(N)    101 40 25.77700(W) AD(       ) 1
 QS0910  NGVD 29             766.50   (m)         2514.8    (f) LEVELING    3  
 QS0910
 QS0910.Superseded values are not recommended for survey control.
 QS0910
 QS0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0910.See file dsdata.pdf to determine how the superseded data were derived.
 QS0910
 QS0910_MARKER: DS = TRIANGULATION STATION DISK
 QS0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0910_STAMPING: CARTER 1938
 QS0910_MARK LOGO: CGS
 QS0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0910+STABILITY: SURFACE MOTION
 QS0910
 QS0910  HISTORY     - Date     Condition        Report By
 QS0910  HISTORY     - 1938     MONUMENTED       CGS
 QS0910  HISTORY     - 1948     GOOD             USGS
 QS0910  HISTORY     - 1951     SEE DESCRIPTION  CGS
 QS0910  HISTORY     - 1952     GOOD             CGS
 QS0910  HISTORY     - 1958     GOOD             CGS
 QS0910
 QS0910                          STATION DESCRIPTION
 QS0910
 QS0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0910'STATION CARTER IS LOCATED IN THE NORTHWESTERN PART OF SOUTH
 QS0910'DAKOTA, IN THE CENTRAL PART OF ZIEBACH COUNTY, ABOUT 5 MILES
 QS0910'AIRLINE NW OF DUPREE, ABOUT 6 MILES AIRLINE NE OF RED ELM, AND
 QS0910'ABOUT 19 MILES AIRLINE NEE OF FAITH.  IT IS ON THE PROPERTY
 QS0910'OF R.H. CARTER, ABOUT 250 FEET NW OF A LARGE RED BARN, IN A
 QS0910'PLOWED FIELD.
 QS0910'
 QS0910'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 QS0910'DISKS SET IN CONCRETE.
 QS0910'
 QS0910'STATION CARTER IS REACHED FROM THE WNAX OIL STATION ON U.S.
 QS0910'HIGHWAY 212 ON THE N SIDE OF DUPREE BY GOING W ON U.S.
 QS0910'HIGHWAY 212 TO A DIRT ROAD, TURNING N.  GO 3.0 MILES AND TURN
 QS0910'LEFT, W, ON CROSSROADS, GO 2.0 MILES AND TURN RIGHT, N, ON
 QS0910'CROSS ROAD.  THE AZIMUTH MARK IS AT THIS POINT, 25 FEET W OF
 QS0910'THE N-S ROAD AND 40 FEET N OF THE E-W ROAD.  GO 0.45 MILE AND
 QS0910'TURN LEFT, W, FOR 0.2 MILE TO THE HOME OF MR. CARTER AND
 QS0910'STATION SITE.
 QS0910'
 QS0910'DUE TO THE FACT THAT THE STATION IS LOCATED IN A PLOWED
 QS0910'FIELD, THERE IS NO SURFACE MARK.  THE UNDERGROUND MARK IS 10
 QS0910'INCHES BELOW THE SURFACE OF THE GROUND.
 QS0910'
 QS0910'REFERENCE MARK NO. 1 IS 125 FEET N AND 60 FEET W OF BARN, 80
 QS0910'FEET E OF FENCE CORNER.
 QS0910'
 QS0910'REFERENCE MARK NO. 2 IS 105 FEET W OF BARN AND 5 FEET W OF
 QS0910'FENCE.
 QS0910'
 QS0910'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 QS0910
 QS0910                          STATION RECOVERY (1948)
 QS0910
 QS0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0910'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QS0910
 QS0910                          STATION RECOVERY (1951)
 QS0910
 QS0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0910'STATION RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.  THE
 QS0910'FIELD AT THE STATION SITE IS NO LONGER UNDER CULTIVATION AND IS
 QS0910'USED AS A PASTURE.  A DIFFERENCE OF 23 DEGREES AND 59 MINUTES
 QS0910'WAS FOUND IN THE OBSERVED ANGLE TO REFERENCE MARK NO. 1.  NONE
 QS0910'OF THE MARKS SHOW EVIDENCE OF HAVING BEEN MOVED, HOWEVER THE
 QS0910'AZIMUTH MARK IS NOW EAST OF A NORTH-SOUTH ROAD INSTEAD OF WEST
 QS0910'AS STATED IN THE ORIGINAL DESCRIPTION.  A COMPLETE NEW
 QS0910'DESCRIPTION FOLLOWS--
 QS0910'
 QS0910'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF DUPREE, ON LAND
 QS0910'NOW OWNED BY MR. ALVIN RICKLES, JUST WEST OF THE FARMYARD, 250
 QS0910'FEET NORTHWEST OF A LARGE RED BARN, 69 FEET NORTHWEST OF A FENCE
 QS0910'CORNER, AT THE WESTERLY EDGE OF A TRACK ROAD, AND AT THE EASTERLY
 QS0910'EDGE OF PASTURE LAND.
 QS0910'
 QS0910'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DUPREE, GO NORTH
 QS0910'FOR 1 BLOCK TO THE JUNCTION WITH U.S. HIGHWAY NO. 212.  THEN
 QS0910'WEST ON NO. 212 FOR 1.15 MILE TO A SIDE ROAD ON THE RIGHT AND A
 QS0910'SIGN THUNDER BUTTE 13 MILES.  THEN RIGHT, NORTH, FOR 3.15 MILES.
 QS0910'THEN LEFT, WEST, FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT
 QS0910'AS DESCRIBED.  TURN RIGHT, NORTH, FOR 0.45 MILE.  THEN LEFT,
 QS0910'WEST, FOR 0.15 MILE.  THEN RIGHT, NORTH, (PASSING THROUGH
 QS0910'A WIRE GATE) FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 QS0910'
 QS0910'THE STATION MARK IS SET 10 INCHES BELOW THE SURFACE OF THE
 QS0910'GROUND, AND THE DISK IS STAMPED CARTER 1938.
 QS0910'
 QS0910'REFERENCE MARK NO. 1 IS 125 FEET NORTH AND 60 FEET WEST OF THE
 QS0910'LARGE RED BARN, AND 87 FEET NORTHEAST OF THE FENCE CORNER.
 QS0910'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED CARTER NO 1 1951.
 QS0910'
 QS0910'REFERENCE MARK NO. 2 IS 105 FEET WEST OF THE BARN, 62 FEET
 QS0910'SOUTH OF THE FENCE CORNER, 19 FEET EAST OF THE CENTER OF THE
 QS0910'TRACK ROAD, AND 2 FEET WEST OF A WIRE FENCE.  IT PROJECTS 3
 QS0910'INCHES, AND THE DISK IS STAMPED CARTER NO 2 1951.
 QS0910'
 QS0910'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 QS0910'ROAD, AND 36 FEET NORTH OF AN EAST-WEST ROAD.  IT PROJECTS 1
 QS0910'INCH, AND THE DISK IS STAMPED CARTER 1951.
 QS0910'
 QS0910'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 QS0910'CONCRETE POSTS.
 QS0910
 QS0910                          STATION RECOVERY (1952)
 QS0910
 QS0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0910'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 QS0910'CONDITION.  THE 1951 DESCRIPTION IS ADEQUATE AND CORRECT.
 QS0910'
 QS0910'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 QS0910
 QS0910                          STATION RECOVERY (1958)
 QS0910
 QS0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 QS0910'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QS0910'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED AND VERIFIED.
 QS0910'DESCRIPTION BY V.R.S. IN 1952 RECOVERY NOTE ADEQUATE AND CORRECT
 QS0910'EXCEPT FOR THE FOLLOWING.  STATION IS 36.9 FEET WEST OF A 3 X 4
 QS0910'INCH POST SET IN FENCE LINE AND PROJECTING ABOUT 2 FEET, AND 19
 QS0910'FEET EAST OF CENTERLINE TRACK ROAD.  REFERENCE MARK NO. 1 IS
 QS0910'79.1 FEET EAST OF A 3 X 4 INCH POST SET IN FENCE LINE AND
 QS0910'PROJECTING ABOUT 2 FEET.  REFERENCE MARK NO. 2 IS 55 FEET EAST OF
 QS0910'CENTERLINE TRACK ROAD, 1.0 FOOT WEST OF A HIGH BOARD FENCE ALONG
 QS0910'WEST SIDE OF A CORRAL, AND JUST NORTH OF THE NORTH SIDE
 QS0910'OF A CATTLE LOADING DOCK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0913 ***********************************************************************
 PR0913  DESIGNATION -  CARTHAGE HIGHEST SPIRE
 PR0913  PID         -  PR0913
 PR0913  STATE/COUNTY-  SD/MINER
 PR0913  COUNTRY     -  US
 PR0913  USGS QUAD   -  CARTHAGE (2017)
 PR0913
 PR0913                         *CURRENT SURVEY CONTROL
 PR0913  ______________________________________________________________________
 PR0913* NAD 83(1996) POSITION- 44 10 15.77341(N) 097 43 06.50595(W)   ADJUSTED
 PR0913  ______________________________________________________________________
 PR0913  GEOID HEIGHT    -        -25.490 (meters)                     GEOID18
 PR0913  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 PR0913  HORZ ORDER      -  THIRD
 PR0913
 PR0913.The horizontal coordinates were established by classical geodetic methods
 PR0913.and adjusted by the National Geodetic Survey in January 1998.
 PR0913
 PR0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0913.GEOID18 height accuracy estimate available here.
 PR0913
 PR0913.Click photographs - Photos may exist for this station.
 PR0913
 PR0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0913
 PR0913. The following values were computed from the NAD 83(1996) position.
 PR0913
 PR0913;                    North         East     Units Scale Factor Converg.
 PR0913;SPC SD S     -   207,451.163   809,080.159   MT  0.99995337   +1 48 13.9
 PR0913;SPC SD S     -   680,612.69  2,654,457.15   sFT  0.99995337   +1 48 13.9
 PR0913;UTM  14      - 4,891,669.492   602,449.842   MT  0.99972909   +0 53 35.0
 PR0913
 PR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0244991669(NAD 83)
 PR0913
 PR0913                          SUPERSEDED SURVEY CONTROL
 PR0913
 PR0913  NAD 83(1986)-  44 10 15.77434(N)    097 43 06.46233(W) AD(       ) 3
 PR0913  NAD 27      -  44 10 15.88000(N)    097 43 05.20000(W) AD(       ) 3
 PR0913  USSD        -  44 10 16.05000(N)    097 43 05.62000(W) AD(       ) 3
 PR0913
 PR0913.Superseded values are not recommended for survey control.
 PR0913
 PR0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0913.See file dsdata.pdf to determine how the superseded data were derived.
 PR0913
 PR0913_MARKER: 90 = CHURCH SPIRE
 PR0913
 PR0913  HISTORY     - Date     Condition        Report By
 PR0913  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0913  HISTORY     - 1935     GOOD             CGS
 PR0913
 PR0913                          STATION DESCRIPTION
 PR0913
 PR0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0913'ACCORDING TO OLD RESIDENTS, THE CONGREGATIONAL CHURCH HAD THE
 PR0913'HIGHEST SPIRE IN THE TOWN.  IT HAS SINCE BEEN REDUCED IN HEIGHT
 PR0913'BUT ITS POSITION WAS NOT CHANGED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0914 ***********************************************************************
 PR0914  DESIGNATION -  CARTHAGE MIDDLE HEIGHT SPIRE
 PR0914  PID         -  PR0914
 PR0914  STATE/COUNTY-  SD/MINER
 PR0914  COUNTRY     -  US
 PR0914  USGS QUAD   -  CARTHAGE (2017)
 PR0914
 PR0914                         *CURRENT SURVEY CONTROL
 PR0914  ______________________________________________________________________
 PR0914* NAD 83(1996) POSITION- 44 10 11.98551(N) 097 42 59.09450(W)   ADJUSTED
 PR0914  ______________________________________________________________________
 PR0914  GEOID HEIGHT    -        -25.492 (meters)                     GEOID18
 PR0914  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 PR0914  HORZ ORDER      -  THIRD
 PR0914
 PR0914.The horizontal coordinates were established by classical geodetic methods
 PR0914.and adjusted by the National Geodetic Survey in January 1998.
 PR0914
 PR0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0914.GEOID18 height accuracy estimate available here.
 PR0914
 PR0914.Click photographs - Photos may exist for this station.
 PR0914
 PR0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0914
 PR0914. The following values were computed from the NAD 83(1996) position.
 PR0914
 PR0914;                    North         East     Units Scale Factor Converg.
 PR0914;SPC SD S     -   207,339.496   809,248.401   MT  0.99995319   +1 48 19.0
 PR0914;SPC SD S     -   680,246.33  2,655,009.13   sFT  0.99995319   +1 48 19.0
 PR0914;UTM  14      - 4,891,555.191   602,616.250   MT  0.99972950   +0 53 40.1
 PR0914
 PR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0261691555(NAD 83)
 PR0914
 PR0914                          SUPERSEDED SURVEY CONTROL
 PR0914
 PR0914  NAD 83(1986)-  44 10 11.98648(N)    097 42 59.05100(W) AD(       ) 3
 PR0914  NAD 27      -  44 10 12.09000(N)    097 42 57.79000(W) AD(       ) 3
 PR0914  USSD        -  44 10 12.26000(N)    097 42 58.21000(W) AD(       ) 3
 PR0914
 PR0914.Superseded values are not recommended for survey control.
 PR0914
 PR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0914.See file dsdata.pdf to determine how the superseded data were derived.
 PR0914
 PR0914_MARKER: 90 = CHURCH SPIRE
 PR0914
 PR0914  HISTORY     - Date     Condition        Report By
 PR0914  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0914  HISTORY     - 1935     GOOD             CGS
 PR0914
 PR0914                          STATION DESCRIPTION
 PR0914
 PR0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0914'SWEDISH LUTHERAN CHURCH IS IN PROPER POSITION WITH RELATION TO THE
 PR0914'CONGREGATIONAL CHURCH (HIGHEST SPIRE).  IT HAS NOT BEEN CHANGED
 PR0914'SINCE 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2283 ***********************************************************************
 PU2283  DESIGNATION -  CASTELLO
 PU2283  PID         -  PU2283
 PU2283  STATE/COUNTY-  SD/MEADE
 PU2283  COUNTRY     -  US
 PU2283  USGS QUAD   -  LONE TREE CREEK (2017)
 PU2283
 PU2283                         *CURRENT SURVEY CONTROL
 PU2283  ______________________________________________________________________
 PU2283* NAD 83(1996) POSITION- 44 18 10.75674(N) 103 05 51.68474(W)   ADJUSTED
 PU2283* NAVD 88 ORTHO HEIGHT -   970.    (meters)     3182.    (feet) SCALED
 PU2283  ______________________________________________________________________
 PU2283  GEOID HEIGHT    -        -16.762 (meters)                     GEOID18
 PU2283  LAPLACE CORR    -         -9.75  (seconds)                    DEFLEC18
 PU2283  HORZ ORDER      -  SECOND
 PU2283
 PU2283.The horizontal coordinates were established by classical geodetic methods
 PU2283.and adjusted by the National Geodetic Survey in January 1998.
 PU2283
 PU2283.The orthometric height was scaled from a topographic map.
 PU2283
 PU2283.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2283.GEOID18 height accuracy estimate available here.
 PU2283
 PU2283.Click photographs - Photos may exist for this station.
 PU2283
 PU2283.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2283
 PU2283. The following values were computed from the NAD 83(1996) position.
 PU2283
 PU2283;                    North         East     Units Scale Factor Converg.
 PU2283;SPC SD N     -    56,918.257   352,868.373   MT  1.00002372   -2 11 32.5
 PU2283;SPC SD N     -   186,739.31  1,157,702.32   sFT  1.00002372   -2 11 32.5
 PU2283;UTM  13      - 4,907,285.660   651,738.431   MT  0.99988317   +1 19 44.1
 PU2283
 PU2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2283!SPC SD N     -   0.99985048  x   1.00002372  =   0.99987420
 PU2283!UTM  13      -   0.99985048  x   0.99988317  =   0.99973367
 PU2283
 PU2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5173807285(NAD 83)
 PU2283
 PU2283                          SUPERSEDED SURVEY CONTROL
 PU2283
 PU2283  NAD 83(1993)-  44 18 10.74869(N)    103 05 51.68686(W) AD(       ) 2
 PU2283  NAD 83(1986)-  44 18 10.74665(N)    103 05 51.68887(W) AD(       ) 2
 PU2283  NAD 27      -  44 18 10.79400(N)    103 05 50.04500(W) AD(       ) 2
 PU2283
 PU2283.Superseded values are not recommended for survey control.
 PU2283
 PU2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2283.See file dsdata.pdf to determine how the superseded data were derived.
 PU2283
 PU2283_MARKER: X = CHISELED CROSS
 PU2283_SETTING: 80 = SET IN A BOULDER
 PU2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2283+STABILITY: SURFACE MOTION
 PU2283
 PU2283  HISTORY     - Date     Condition        Report By
 PU2283  HISTORY     - UNK      MONUMENTED       USGS
 PU2283  HISTORY     - 1950     GOOD             CGS
 PU2283
 PU2283                          STATION DESCRIPTION
 PU2283
 PU2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU2283'THE STATION IS LOCATED ABOUT 21 MILES EAST AND 8 MILES NORTH OF
 PU2283'STURGIS, 15-1/2 MILES NORTH AND 5 MILES EAST OF RAPID CITY,
 PU2283'10 FEET SOUTHEAST OF A WITNESS POST, AND LOCATED ON LAND OWNED
 PU2283'BY MR. EMANUEL REINHOLD.
 PU2283'
 PU2283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 24
 PU2283'AND 79 ONE BLOCK NORTH OF THE STURGIS POST OFFICE, GO EASTERLY
 PU2283'ON THE FORMER FOR 4.35 MILES TO A GRAVEL ROAD ON THE RIGHT AND
 PU2283'SIGN HEREFORD.  TURN RIGHT, AND FOLLOW THE MAIN GRAVELED ROAD
 PU2283'EASTERLY FOR 16.1 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 PU2283'RIGHT, AND FOLLOW THE MAIN GRAVELED ROAD SOUTHERLY FOR 9.65
 PU2283'MILES TO A DRIVEWAY TO THE LEFT.  (THIS IS 0.05 MILE BEFORE
 PU2283'REACHING A WOODEN BRIDGE).  TURN LEFT, AND GO FOR 1/4 MILE TO
 PU2283'A STUCCO FARM HOUSE.
 PU2283'
 PU2283'CASTELLO (USGS) IS A SMALL BOULDER ABOUT 12-INCHES SQUARE
 PU2283'HAVING A CROSS AND THE LETTERS U S G S CHISELED ON THE TOP.
 PU2283'THE BOULDER PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2284 ***********************************************************************
 PU2284  DESIGNATION -  CASTELLO
 PU2284  PID         -  PU2284
 PU2284  STATE/COUNTY-  SD/MEADE
 PU2284  COUNTRY     -  US
 PU2284  USGS QUAD   -  LONE TREE CREEK (2017)
 PU2284
 PU2284                         *CURRENT SURVEY CONTROL
 PU2284  ______________________________________________________________________
 PU2284* NAD 83(1996) POSITION- 44 18 10.82528(N) 103 05 51.67430(W)   ADJUSTED
 PU2284* NAVD 88 ORTHO HEIGHT -   970.1   (meters)     3183.    (feet) VERTCON3
 PU2284  ______________________________________________________________________
 PU2284  GEOID HEIGHT    -        -16.762 (meters)                     GEOID18
 PU2284  LAPLACE CORR    -         -9.75  (seconds)                    DEFLEC18
 PU2284  HORZ ORDER      -  FIRST
 PU2284
 PU2284.The horizontal coordinates were established by classical geodetic methods
 PU2284.and adjusted by the National Geodetic Survey in January 1998.
 PU2284
 PU2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2284
 PU2284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2284.GEOID18 height accuracy estimate available here.
 PU2284
 PU2284.Click photographs - Photos may exist for this station.
 PU2284
 PU2284.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2284
 PU2284. The following values were computed from the NAD 83(1996) position.
 PU2284
 PU2284;                    North         East     Units Scale Factor Converg.
 PU2284;SPC SD N     -    56,920.362   352,868.685   MT  1.00002371   -2 11 32.5
 PU2284;SPC SD N     -   186,746.22  1,157,703.34   sFT  1.00002371   -2 11 32.5
 PU2284;UTM  13      - 4,907,287.780   651,738.613   MT  0.99988317   +1 19 44.1
 PU2284
 PU2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2284!SPC SD N     -   0.99985054  x   1.00002371  =   0.99987425
 PU2284!UTM  13      -   0.99985054  x   0.99988317  =   0.99973373
 PU2284
 PU2284:                Primary Azimuth Mark                     Grid Az
 PU2284:SPC SD N     -  CASTELLO AZ MK                           257 08 14.9
 PU2284:UTM  13      -  CASTELLO AZ MK                           253 36 58.3
 PU2284
 PU2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5173807287(NAD 83)
 PU2284
 PU2284|---------------------------------------------------------------------|
 PU2284| PID    Reference Object                     Distance      Geod. Az  |
 PU2284|                                                           dddmmss.s |
 PU2284| PU2283 CASTELLO                              2.128 METERS 18615     |
 PU2284| CP8963 CASTELLO AZ MK                                     2545642.4 |
 PU2284| CP8964 CASTELLO RM 1                        31.887 METERS 35035     |
 PU2284|---------------------------------------------------------------------|
 PU2284
 PU2284                          SUPERSEDED SURVEY CONTROL
 PU2284
 PU2284  NAD 83(1993)-  44 18 10.81722(N)    103 05 51.67643(W) AD(       ) 1
 PU2284  NAD 83(1986)-  44 18 10.81520(N)    103 05 51.67867(W) AD(       ) 1
 PU2284  NAD 27      -  44 18 10.86270(N)    103 05 50.03450(W) AD(       ) 1
 PU2284  NGVD 29 (07/19/86)  969.6    (m)         3181.     (f) VERT ANG       
 PU2284
 PU2284.Superseded values are not recommended for survey control.
 PU2284
 PU2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2284.See file dsdata.pdf to determine how the superseded data were derived.
 PU2284
 PU2284_MARKER: DS = TRIANGULATION STATION DISK
 PU2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2284_STAMPING: CASTELLO 1925
 PU2284_MARK LOGO: CGS
 PU2284_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2284+STABILITY: SURFACE MOTION
 PU2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2284+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2019
 PU2284
 PU2284  HISTORY     - Date     Condition        Report By
 PU2284  HISTORY     - 1925     MONUMENTED       CGS
 PU2284  HISTORY     - 1950     GOOD             CGS
 PU2284  HISTORY     - 1950     GOOD             CGS
 PU2284  HISTORY     - 1951     GOOD             CGS
 PU2284  HISTORY     - 1961     GOOD             CGS
 PU2284  HISTORY     - 20190517 GOOD             SDDT
 PU2284
 PU2284                          STATION DESCRIPTION
 PU2284
 PU2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PU2284'STATION CASTELL IS ABOUT 15-1/2 MILES N AND 5 MILES E OF RAPID
 PU2284'CITY, NEAR THE CENTER OF THE SE 1/4 OF SEC. 13, T 4 N, R 8 E, IN
 PU2284'PASTURE LAND, AT THE EXTREME WESTERN END OF A BROAD LEVEL RIDGE
 PU2284'EXTENDING TO THE SE.
 PU2284'
 PU2284'THE STATION IS MARKED BY A STANDARD
 PU2284'BRONZE TABLET SET IN A CONCRETE MARK 1-FOOT SQUARE.
 PU2284'
 PU2284'REFERENCE MARK NO. 1 IS MARKED BY
 PU2284'A STANDARD BRONZE DISK SET IN CONCRETE, AND IS SET AT THE EDGE
 PU2284'OF A SLOPE ABOUT 32 METERS (105 FEET) N OF THE STATION.
 PU2284'
 PU2284'REFERENCE MARK NO. 2 IS A SMALL BOULDER, A STATION OF THE
 PU2284'U.S.G.S. ABOUT 2 METERS (66 FEET) S OF THE STATION.
 PU2284'
 PU2284'TO REACH FROM RAPID CITY TO E ON HIGHWAY 30 TO MILEBOARD
 PU2284'NO. 5.  TURN N 12 MILES OVER 3 RIDGES TO A RANCH HOUSE ON THE N
 PU2284'SIDE OF A CREEK.  HERE FOLLOW WAGON TRAIL NE TO ROAD LEADING
 PU2284'E ON THE SECTION LINE TO THE S SIDE OF SECTION 13.  TRUCK CAN
 PU2284'BE DRIVEN TO STATION.
 PU2284'
 PU2284'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.46 METERS.
 PU2284
 PU2284                          STATION RECOVERY (1950)
 PU2284
 PU2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2284'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 PU2284'CONDITION.  A DISCREPANCY WAS FOUND IN THE DIRECTION TO REFERENCE
 PU2284'MARK NO. 1, IT WAS CHECK AND RECHECKED AND FOUND TO BE AS
 PU2284'SHOWN BELOW.  A COMPLETE NEW DESCRIPTION FOLLOW.
 PU2284'
 PU2284'THE STATION IS LOCATED ABOUT 21 MILES EAST AND 8 MILES NORTH OF
 PU2284'STURGIS, 15-1/2 MILES NORTH AND 5 MILES EAST OF RAPID CITY,
 PU2284'10 FEET SOUTHEAST OF A WITNESS POST, AND LOCATED ON LAND OWNED
 PU2284'BY MR. EMANUEL REINHOLD.
 PU2284'
 PU2284'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 24
 PU2284'AND 79 ONE BLOCK NORTH OF THE STURGIS POST OFFICE, GO EASTERLY
 PU2284'ON THE FORMER FOR 4.35 MILES TO A GRAVEL ROAD ON THE RIGHT AND
 PU2284'SIGN HEREFORD.  TURN RIGHT, AND FOLLOW THE MAIN GRAVELED ROAD
 PU2284'EASTERLY FOR 16.1 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 PU2284'RIGHT, AND FOLLOW THE MAIN GRAVELED ROAD SOUTHERLY FOR 9.65
 PU2284'MILES TO A DRIVEWAY TO THE LEFT.  (THIS IS 0.05 MILE BEFORE
 PU2284'REACHING A WOODEN BRIDGE).  TURN LEFT, AND GO FOR 1/4 MILE TO
 PU2284'A STUCCO FARM HOUSE.  CONTINUE TO THE LEFT BETWEEN STOCK PENS
 PU2284'AND GARAGE AND GO NORTH FOR ABOUT 0.15 MILE.  PASS THROUGH
 PU2284'WIRE GATE AND FOLLOW A TRACK ROAD NORTHEASTERLY FOR 0.95
 PU2284'MILE.  PASS THROUGH ANOTHER GATE AND CONTINUE ON THE MAIN
 PU2284'TRACK FOR 1.1 MILES TO AN OLD SCHOOL HOUSE ON THE LEFT AND
 PU2284'THE AZIMUTH MARK AS DESCRIBED.  CONTINUE EASTERLY FOR 0.5
 PU2284'MILE, PASS THROUGH GATE.  CONTINUE ON TRACK ROAD FOR 0.05 MILE.
 PU2284'BEAR LEFT AND GO EASTERLY ACROSS PASTURE LAND ON THE SOUTH SIDE
 PU2284'OF AN EAST-WEST FENCE LINE FOR 0.3 MILE TO A GATE AT A
 PU2284'FENCE CORNER.  TURN LEFT, PASS THROUGH GATE AND GO
 PU2284'NORTHWESTERLY FOR 0.25 MILE TO THE STATION ON THE EXTREME
 PU2284'NORTHWEST POINT OF THE RIDGE.
 PU2284'
 PU2284'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2284'CONCRETE POST, PROJECTING 4 INCHES, AND THE DISK IS STAMPED
 PU2284'CASTELLO 1925.
 PU2284'
 PU2284'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2284'12-INCH CONCRETE POST.  THE MARK PROJECT 2 INCHES, AND THE
 PU2284'DISK IS STAMPED CASTELLO NO 1 1925.
 PU2284'
 PU2284'UNIDENTIFIED U.S. GEOLOGICAL SURVEY MARK IS A SMALL BOULDER
 PU2284'APPROXIMATELY 12-INCHES SQUARE.
 PU2284'
 PU2284'THE AZIMUTH MARK IS 83 FEET NORTH OF THE CENTER OF A TRACK
 PU2284'ROAD, 51 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD SCHOOL
 PU2284'BUILDING, 4 FEET EAST OF A WITNESS POST, AND 1 FOOT SOUTH OF
 PU2284'AN EAST-WEST FENCE LINE.  THE MARK IS A STANDARD DISK SET IN
 PU2284'THE TOP OF A 12-INCH ROUND CONCRETE POST, PROJECTING 7
 PU2284'INCHES, AND THE DISK IS STAMPED CASTELLO 1925.
 PU2284'
 PU2284'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PU2284
 PU2284                          STATION RECOVERY (1950)
 PU2284
 PU2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 PU2284'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 PU2284'
 PU2284'TO REACH FROM RAPID CITY GO EAST ON U.S. HIGHWAYS 14 AND 16
 PU2284'FOR 4.4 MILES FROM THE JUNCTION OF 6TH AND MAIN STREETS, TURN
 PU2284'LEFT (N) ON GRAVEL ROAD AND GO 9 MILES, PASSING OMNI RANGE
 PU2284'ON RIGHT, TURN RIGHT (E) AND GO 4 MILES TO GRADED UP ROAD
 PU2284'JUNCTION, TURN LEFT (N) AND GO 1 MILE, TURN RIGHT (E) AND
 PU2284'GO 1 MILE, TURN LEFT (N) AND GO 2 MILES TO T INTERSECTION AND
 PU2284'SCHOOL, TURN LEFT (W) AND GO 1 MILE, TURN RIGHT (N) AND GO
 PU2284'.8 MILES TO GATE ON LEFT WHICH IS ABOUT 300 FEET SOUTH OF FARM
 PU2284'BLDGS. ON RIGHT SIDE OF ROAD, TURN LEFT THRU GATE AND FOLLOW
 PU2284'WINDING TRACK TRAIL NW .8 MILE TO FARM BLDGS. ON LEFT,
 PU2284'CONTINUE NORTHWESTERLY FOR .3 MILES TO FENCE THEN N ALONG
 PU2284'FENCE FOR .3 MILES TO GATE, GO THRU GATE AND TAKE LEFT
 PU2284'FORK AND CONTINUE NW FOR .65 MILES TO FENCE CORNER, TURN
 PU2284'RIGHT AND FOLLOW FENCE FOR .3 MILES TO FENCE CORNER AND
 PU2284'GATE, TURN LEFT THRU GATE AND THEN GO NW FOR .2 MILES
 PU2284'ALONG FLAT RIDGE TOP TO STATION.
 PU2284
 PU2284                          STATION RECOVERY (1951)
 PU2284
 PU2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2284'THE STATION WAS RECOVERED AND THE MARKS WERE FOUND IN GOOD
 PU2284'CONDITION.  THE UNIDENTIFIED U.S.G.S. MARK HAS BEEN
 PU2284'IDENTIFIED AS CASTELLO (USGS) AND WAS USED AS REFERENCE MARK
 PU2284'NO. 2.  EXCEPT FOR THE ABOVE THE 1950 DESCRIPTION IS ADEQUATE
 PU2284'AND CORRECT.
 PU2284'
 PU2284'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2284'12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE
 PU2284'DISK IS STAMPED CASTELLO 1925.
 PU2284'
 PU2284'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2284'12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE
 PU2284'DISK IS STAMPED CASTELLO NO 1 1925.
 PU2284'
 PU2284'CASTELLO (USGS) IS A SMALL BOULDER ABOUT 12-INCHES SQUARE
 PU2284'HAVING A CROSS AND THE LETTERS U S G S CHISELED ON THE TOP.
 PU2284'THE BOULDER PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 PU2284'
 PU2284'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2284'12-INCH CONCRETE CYLINDER.  THE DISK IS STAMPED CASTELLO 1925.
 PU2284'
 PU2284'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 PU2284
 PU2284                          STATION RECOVERY (1961)
 PU2284
 PU2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2284'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  STATION
 PU2284'WAS USED AS INTERSECTION STATION AND WAS NOT OCCUPIED.
 PU2284
 PU2284                          STATION RECOVERY (2019)
 PU2284
 PU2284'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 PU2284'MARKS WERE RECOVERED AS DESCRIBED.  USER BEWARE THAT LANDOWNER
 PU2284'INFORMED US THAT AZIMUTH MARK WAS MOVED A FEW FEET EAST OUT OF A
 PU2284'FIELD.  MARKS LOCATED ON LAND OWNED BY LARRY AND ROBIN REINHOLD AND
 PU2284'KNOWN AS LONETREE RANCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0509 ***********************************************************************
 QT0509  DESIGNATION -  CASTLE
 QT0509  PID         -  QT0509
 QT0509  STATE/COUNTY-  SD/BUTTE
 QT0509  COUNTRY     -  US
 QT0509  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0509
 QT0509                         *CURRENT SURVEY CONTROL
 QT0509  ______________________________________________________________________
 QT0509* NAD 83(1996) POSITION- 45 00 36.26498(N) 103 27 16.47159(W)   ADJUSTED
 QT0509* NAVD 88 ORTHO HEIGHT -  1149.1   (meters)     3770.    (feet) VERTCON3
 QT0509  ______________________________________________________________________
 QT0509  GEOID HEIGHT    -        -16.370 (meters)                     GEOID18
 QT0509  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 QT0509  HORZ ORDER      -  FIRST
 QT0509
 QT0509.The horizontal coordinates were established by classical geodetic methods
 QT0509.and adjusted by the National Geodetic Survey in January 1998.
 QT0509
 QT0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0509
 QT0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0509.GEOID18 height accuracy estimate available here.
 QT0509
 QT0509.Click photographs - Photos may exist for this station.
 QT0509
 QT0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0509
 QT0509. The following values were computed from the NAD 83(1996) position.
 QT0509
 QT0509;                    North         East     Units Scale Factor Converg.
 QT0509;SPC SD N     -   136,571.402   327,764.542   MT  0.99993937   -2 26 41.8
 QT0509;SPC SD N     -   448,068.01  1,075,340.83   sFT  0.99993937   -2 26 41.8
 QT0509;UTM  13      - 4,985,231.145   621,781.768   MT  0.99978236   +1 05 35.2
 QT0509
 QT0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0509!SPC SD N     -   0.99982243  x   0.99993937  =   0.99976182
 QT0509!UTM  13      -   0.99982243  x   0.99978236  =   0.99960483
 QT0509
 QT0509:                Primary Azimuth Mark                     Grid Az
 QT0509:SPC SD N     -  CASTLE AZ MK                             126 29 11.5
 QT0509:UTM  13      -  CASTLE AZ MK                             122 56 54.5
 QT0509
 QT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2178185231(NAD 83)
 QT0509
 QT0509|---------------------------------------------------------------------|
 QT0509| PID    Reference Object                     Distance      Geod. Az  |
 QT0509|                                                           dddmmss.s |
 QT0509| QT0510 CASTLE ROCK                           3.920 METERS 11110     |
 QT0509| CQ8033 CASTLE AZ MK                                       1240229.7 |
 QT0509| CQ8034 CASTLE RM 1                           5.188 METERS 15235     |
 QT0509| CQ8035 CASTLE RM 2                           5.390 METERS 24909     |
 QT0509|---------------------------------------------------------------------|
 QT0509
 QT0509                          SUPERSEDED SURVEY CONTROL
 QT0509
 QT0509  NAD 83(1993)-  45 00 36.25974(N)    103 27 16.46937(W) AD(       ) 1
 QT0509  NAD 83(1986)-  45 00 36.25507(N)    103 27 16.46693(W) AD(       ) 1
 QT0509  NAD 27      -  45 00 36.28550(N)    103 27 14.79090(W) AD(       ) 1
 QT0509  USSD        -  45 00 36.83000(N)    103 27 14.39900(W) AD(       ) 3
 QT0509  NGVD 29 (07/19/86) 1148.6    (m)         3768.     (f) VERT ANG       
 QT0509
 QT0509.Superseded values are not recommended for survey control.
 QT0509
 QT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0509.See file dsdata.pdf to determine how the superseded data were derived.
 QT0509
 QT0509_MARKER: DS = TRIANGULATION STATION DISK
 QT0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0509_STAMPING: CASTLE 1912
 QT0509_MARK LOGO: CGS
 QT0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0509+STABILITY: SURFACE MOTION
 QT0509
 QT0509  HISTORY     - Date     Condition        Report By
 QT0509  HISTORY     - 1912     MONUMENTED       CGS
 QT0509  HISTORY     - 1925     GOOD             CGS
 QT0509  HISTORY     - 1938     GOOD             CGS
 QT0509  HISTORY     - 1950     GOOD             CGS
 QT0509  HISTORY     - 1951     GOOD             CGS
 QT0509  HISTORY     - 1952     GOOD             CGS
 QT0509  HISTORY     - 1962     GOOD             CGS
 QT0509
 QT0509                          STATION DESCRIPTION
 QT0509
 QT0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0509'ABOUT 28 MILES EAST OF BELLEFOURCHE ON THE WEST SPUR OF CASTLE
 QT0509'ROCK BUTTE, WHICH IS A WELL-KNOWN PEAK.  THE STATION IS ABOUT
 QT0509'4 METERS WEST OF THE HIGHEST PART OF THE BUTTE AND IS MARKED
 QT0509'BY A STANDARD DISK STATION MARK, SET IN THE TOP OF A CONCRETE
 QT0509'CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN
 QT0509'A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 QT0509'CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 QT0509'MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2
 QT0509'INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON
 QT0509'TOP AND 4 INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH OR
 QT0509'ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT 33 INCHES
 QT0509'BELOW THE SURFACE OF THE GROUND.  THE UNITED STATES
 QT0509'GEOLOGICAL SURVEY STATION CASTLE ROCK, MARKED BY A BRONZE
 QT0509'TABLET CEMENTED IN A FLAT ROCK FLUSH WITH THE SURFACE OF THE
 QT0509'GROUND, IS ON THE HIGHEST POINT OF THE BUTTE, 3.92 METERS
 QT0509'FROM THE STATION S 68 DEG 50 MIN E.
 QT0509
 QT0509                          STATION RECOVERY (1925)
 QT0509
 QT0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (HO)
 QT0509'RECOVERED AS DESCRIBED BY E.H.P. IN 1912.  STATION MARK SET
 QT0509'IN CONCRETE AS DESCRIBED IN GOOD CONDITION.  THE
 QT0509'REFERENCE MARK, CASTLE ROCK (U.S.G.S.), IN A SMALL BOULDER HAS
 QT0509'BEEN ERODED AND IS NOW LOOSE AND OF LITTLE VALUE.
 QT0509'
 QT0509'TO REACH THE STATION FROM STURGIS OR NEWELL, GO NORTH ON STATE
 QT0509'HIGHWAY 79 TO CASTLE ROCK POST OFFICE, CONTINUE ONE HALF MILE
 QT0509'FURTHER TO FIRST ROAD WEST.  GO WEST ONE MILE THEN NORTH ONE
 QT0509'MILE TO A SCHOOLHOUSE, AND FOLLOW FAIRLY WELL DEFINED ROAD
 QT0509'NORTHWESTWARD PAST SCHOOL AND THROUGH GATE, THENCE ACROSS
 QT0509'PASTURE.  THE ROAD LEADS AROUND TO THE WESTWARD OF THE STATION.
 QT0509'HEAD NORTHEAST TOWARD THE BUTTE.  A TRUCK CAN BE DRIVEN
 QT0509'INTO A HOLLOW ON THE WEST SIDE OF THE BUTTE ABOUT 200
 QT0509'METERS FROM THE STATION.
 QT0509'
 QT0509'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.34 METERS.
 QT0509
 QT0509                          STATION RECOVERY (1938)
 QT0509
 QT0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0509'ABOUT 30 MILES NORTHEAST OF BELLEFOURCHE, ON THE WEST SPUR
 QT0509'OF CASTLE ROCK BUTTE, ON THE HIGHEST POINT OF BUTTE AND ABOUT
 QT0509'4.0 METERS FROM THE NORTH END.
 QT0509'
 QT0509'TO REACH FROM NEWELL GO 17.0 MILES NORTH ON STATE HIGHWAY
 QT0509'79 TO CASTLE ROCK.  FROM THE CASTLE ROCK POST OFFICE GO NORTH
 QT0509'1.75 MILES TURN LEFT (WEST) THROUGH GATE JUST PAST A WHITE
 QT0509'HOUSE ON THE RIGHT, TAKE RIGHT FORK AND FOLLOW WINDING ROAD
 QT0509'1.15 MILES TO A RANCH HOUSE, FROM THE RANCH TAKE ROAD LEADING
 QT0509'NORTHWEST TO THE NORTH END OF BUTTE.  END OF TRUCK TRAVEL.  WALK
 QT0509'AROUND TO WEST OF BUTTE TO SLIDE LEADING TO THE TOP, GO UP
 QT0509'SLIDE TO TOP OF THE RIDGE, AND GO SOUTH UP THE RIDGE ABOUT 75
 QT0509'YARDS TO TOP AND STATION.
 QT0509'
 QT0509'AZIMUTH MARK IS 10.0 FEET SOUTH OF ROAD ABOUT 0.5 MILE NORTH
 QT0509'OF RANCH HOUSE AND 1/2 MILE SOUTHEAST OF STATION (AIRLINE).
 QT0509
 QT0509                          STATION RECOVERY (1950)
 QT0509
 QT0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0509'STATION WAS RECOVERED AS DESCRIBED, AND MARKS WERE FOUND IN
 QT0509'GOOD CONDITION.  A COMPLETE DESCRIPTION OF MARKS FOLLOWS--
 QT0509'
 QT0509'STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CASTLE
 QT0509'1912.
 QT0509'
 QT0509'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0509'CASTLE NO 1 1912 AND 1938.
 QT0509'
 QT0509'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0509'CASTLE NO 2 1912 AND 1938.
 QT0509'
 QT0509'AZIMUTH MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0509'CASTLE 1912 AND 1938.
 QT0509'
 QT0509'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 QT0509
 QT0509                          STATION RECOVERY (1951)
 QT0509
 QT0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0509'THE STATION WAS RECOVERED AS DESCRIBED, AND THE STATION AND
 QT0509'AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 QT0509'WERE LOOSE IN THE GROUND.  THEREFORE, A DIFFERENCE IN THE
 QT0509'DIRECTIONS WAS FOUND.  THE DIRECTIONS TO REACH THE STATION
 QT0509'ARE CORRECT.
 QT0509'
 QT0509'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 6-INCH
 QT0509'CONCRETE CYLINDER.  IT PROJECTS 5 INCHES, AND THE DISK IS
 QT0509'STAMPED CASTLE 1912.
 QT0509'
 QT0509'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QT0509'4-INCH SQUARE CONCRETE POST.  IT PROJECTS 4 INCHES, AND THE
 QT0509'DISK IS STAMPED CASTLE NO 1 1912 AND 1938.
 QT0509'
 QT0509'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QT0509'4-INCH SQUARE CONCRETE POST.  IT PROJECTS 2 INCHES, AND THE
 QT0509'DISK IS STAMPED CASTLE NO 2 1912 AND 1938.
 QT0509'
 QT0509'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 QT0509'12-INCH SQUARE CONCRETE POST.  IT PROJECTS 6 INCHES, AND THE
 QT0509'DISK IS STAMPED CASTLE 1912 AND 1938.
 QT0509
 QT0509                          STATION RECOVERY (1952)
 QT0509
 QT0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0509'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0509'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QT0509
 QT0509                          STATION RECOVERY (1962)
 QT0509
 QT0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0509'THE STATION WAS RECOVERED WITH ALL MARKS APPARENTLY UNDISTURBED
 QT0509'AND IN GOOD CONDITION.  SOME SLIGHT DIFFERENCES, WHICH WERE
 QT0509'DOUBLE CHECKED IN THE FIELD, WERE NOTED IN DISTANCE AND DIRECTION
 QT0509'TO THE MARKS.  A COMPLETE DESCRIPTION FOLLOWS--
 QT0509'
 QT0509'THE STATION IS LOCATED ABOUT 20-1/2 MILES NORTH OF NEWELL,
 QT0509'3-3/4 MILES SOUTH OF HAYSTACK BUTTE, AND 3-1/2 MILES
 QT0509'NORTH-NORTHWEST OF CASTLE ROCK ON A PROMINENT, HIGH, OUTCROP
 QT0509'WITH SHEER, ROCKY CLIFFS ON THE EAST SIDE.  THERE ARE THREE
 QT0509'SEPARATE PARTS OF EQUAL HEIGHT ON THE BUTTE WHICH LIES IN
 QT0509'A NORTH-NORTHWEST - SOUTH-SOUTHEAST LINE, AND THE STATION IS
 QT0509'ON THE NORTHWEST END.
 QT0509'
 QT0509'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 QT0509'IN CASTLE ROCK, LOCATED 17 MILES NORTH OF NEWELL ON STATE
 QT0509'HIGHWAY 79, GO NORTH ON STATE HIGHWAY 79 FOR 1.9 MILES TO A
 QT0509'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTHWEST
 QT0509'1.3 MILES TO A RANCH.  TURN SHARP RIGHT BETWEEN BARN AND SHOP
 QT0509'AND GO UPHILL 0.1 MILE ON TRACK ROAD TO A FORK.  TAKE THE
 QT0509'LEFT FORK AND CONTINUE NORTHWEST 0.2 MILE TO A CATTLE TRAIL
 QT0509'CROSSING.  (THE AZIMUTH MARK IS 0.1 MILE EAST OF THIS POINT
 QT0509'LOWER DOWN ON THE SIDE HILL) CONTINUE NORTHWEST ON THE TRACK
 QT0509'ROAD 0.4 MILE TO THE CREST OF THE RIDGE AT THE SOUTH BASE OF
 QT0509'THE BUTTE.  HERE TURN WEST AND GO DOWNHILL, AROUND THE
 QT0509'SOUTH AND SOUTHWEST BASE OF THE BUTTE, FOR 0.4 MILE TO A
 QT0509'NORTH-SOUTH FENCE LINE ON A RIDGE AND THE END OF ALL TRUCK
 QT0509'TRAVEL.  PACK UP THE EAST SIDE OF THE FENCE, ON ROCKY
 QT0509'SLOPE, TO A SADDLE THEN LEFT TO THE NORTHWEST END AND THE
 QT0509'STATION.  THE PACKING TIME IS NOT OVER 30 MINUTES.
 QT0509'
 QT0509'THE STATION MARK, A STANDARD DISK STAMPED CASTLE 1912 CEMENTED
 QT0509'IN THE TOP OF AN 8-INCH CONCRETE CYLINDER CAST IN STOVEPIPE
 QT0509'PROJECTING 6 INCHES ABOVE GROUND, IS 23.6 FEET SOUTH OF THE
 QT0509'NORTH EDGE OF THE BUTTE.
 QT0509'
 QT0509'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CASTLE NO 1
 QT0509'1912 AND 1938 CEMENTED IN THE TOP OF A 6-INCH SQUARE PRE-CAST
 QT0509'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND, IS 33.7 FEET NORTH
 QT0509'OF THE SOUTH EDGE OF THE BUTTE AND ABOUT 8 INCHES LOWER THAN
 QT0509'THE STATION MARK.
 QT0509'
 QT0509'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CASTLE NO
 QT0509'2 1912 AND 1938 CEMENTED IN THE TOP OF A 6-INCH PRE-CAST
 QT0509'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND, IS 26.5 FEET
 QT0509'EAST OF THE WEST EDGE OF THE BUTTE AND ABOUT 15 INCHES LOWER
 QT0509'THAN THE STATION MARK.
 QT0509'
 QT0509'THE AZIMUTH MARK, A STANDARD DISK STAMPED CASTLE 1912 AND 1938
 QT0509'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QT0509'PROJECTING 6 INCHES ABOVE GROUND, IS 2.15 FEET WEST OF A
 QT0509'WOODEN WITNESS POST IN PASTURE LAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2335 ***********************************************************************
 PU2335  DESIGNATION -  CASTLE PEAK
 PU2335  PID         -  PU2335
 PU2335  STATE/COUNTY-  SD/PENNINGTON
 PU2335  COUNTRY     -  US
 PU2335  USGS QUAD   -  ROCHFORD (2017)
 PU2335
 PU2335                         *CURRENT SURVEY CONTROL
 PU2335  ______________________________________________________________________
 PU2335* NAD 83(1996) POSITION- 44 05 16.34328(N) 103 43 21.01543(W)   ADJUSTED
 PU2335* NAVD 88 ORTHO HEIGHT -  1939.    (meters)     6362.    (feet) SCALED
 PU2335  ______________________________________________________________________
 PU2335  GEOID HEIGHT    -        -13.096 (meters)                     GEOID18
 PU2335  LAPLACE CORR    -         -7.60  (seconds)                    DEFLEC18
 PU2335  HORZ ORDER      -  SECOND
 PU2335
 PU2335.The horizontal coordinates were established by classical geodetic methods
 PU2335.and adjusted by the National Geodetic Survey in January 1998.
 PU2335
 PU2335.The orthometric height was scaled from a topographic map.
 PU2335
 PU2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2335.GEOID18 height accuracy estimate available here.
 PU2335
 PU2335.Click photographs - Photos may exist for this station.
 PU2335
 PU2335.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2335
 PU2335. The following values were computed from the NAD 83(1996) position.
 PU2335
 PU2335;                    North         East     Units Scale Factor Converg.
 PU2335;SPC SD S     -   200,455.074   328,660.514   MT  0.99994041   -2 20 16.9
 PU2335;SPC SD S     -   657,659.69  1,078,280.37   sFT  0.99994041   -2 20 16.9
 PU2335;UTM  13      - 4,882,426.126   602,271.080   MT  0.99972864   +0 53 20.1
 PU2335
 PU2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2335!SPC SD S     -   0.99969816  x   0.99994041  =   0.99963859
 PU2335!UTM  13      -   0.99969816  x   0.99972864  =   0.99942688
 PU2335
 PU2335:                Primary Azimuth Mark                     Grid Az
 PU2335:SPC SD S     -  FLAG MOUNTAIN LOOKOUT TOWER              259 32 21.6
 PU2335:UTM  13      -  FLAG MOUNTAIN LOOKOUT TOWER              256 18 44.6
 PU2335
 PU2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0227182426(NAD 83)
 PU2335
 PU2335|---------------------------------------------------------------------|
 PU2335| PID    Reference Object                     Distance      Geod. Az  |
 PU2335|                                                           dddmmss.s |
 PU2335| CP8966 CASTLE PEAK RM 1                     10.640 METERS 03703     |
 PU2335| OT0812 HARNEY PEAK LOOKOUT TOWER           APPROX.29.0 KM 1480057.4 |
 PU2335| PU2334 CASTLE PEAK LOOKOUT TOWER            11.274 METERS 23431     |
 PU2335| PU2342 FLAG MOUNTAIN LOOKOUT TOWER         APPROX. 8.5 KM 2571204.7 |
 PU2335| CP8967 CASTLE PEAK RM 2                      3.563 METERS 26338     |
 PU2335|---------------------------------------------------------------------|
 PU2335
 PU2335                          SUPERSEDED SURVEY CONTROL
 PU2335
 PU2335  NAD 83(1993)-  44 05 16.33485(N)    103 43 21.01877(W) AD(       ) 2
 PU2335  NAD 83(1986)-  44 05 16.33616(N)    103 43 21.01387(W) AD(       ) 2
 PU2335  NAD 27      -  44 05 16.40200(N)    103 43 19.30900(W) AD(       ) 2
 PU2335
 PU2335.Superseded values are not recommended for survey control.
 PU2335
 PU2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2335.See file dsdata.pdf to determine how the superseded data were derived.
 PU2335
 PU2335_MARKER: DS = TRIANGULATION STATION DISK
 PU2335_SETTING: 66 = SET IN ROCK OUTCROP
 PU2335_STAMPING: CASTLE PEAK 1950
 PU2335_MARK LOGO: CGS
 PU2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2335+STABILITY: POSITION/ELEVATION WELL
 PU2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2335+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2021
 PU2335
 PU2335  HISTORY     - Date     Condition        Report By
 PU2335  HISTORY     - 1950     MONUMENTED       CGS
 PU2335  HISTORY     - 20210727 POOR             USFS
 PU2335
 PU2335                          STATION DESCRIPTION
 PU2335
 PU2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2335'STATION IS ABOUT 2-1/4 MILES SOUTH AND 1/4 MILE WEST OF ROCHFORD,
 PU2335'IN THE BLACK HILLS NATIONAL FOREST, AND ADJACENT TO THE
 PU2335'CASTLE PEAK LOOKOUT TOWER.  IT IS 23 FEET NORTHEAST OF A
 PU2335'TELEPHONE POLE NUMBERED 128.  NO SUITABLE LOCATION COULD BE
 PU2335'FOUND FOR AN AZIMUTH MARK.
 PU2335'
 PU2335'THE STATION MARK IS STAMPED CASTLE PEAK 1950.
 PU2335'
 PU2335'REFERENCE MARK NO. 1 IS 9 FEET WEST OF A TELEPHONE POLE.  THE
 PU2335'DISK IS STAMPED CASTLE PEAK NO 1 1950.
 PU2335'
 PU2335'REFERENCE MARK NO. 2 IS 14 FEET NORTHEAST OF THE TELEPHONE
 PU2335'POLE NUMBERED 128.  THE DISK IS STAMPED CASTLE PEAK NO 2 1950.
 PU2335'
 PU2335'ALL THE MARKS ARE STANDARD DISKS SET IN DRILLED HOLES IN
 PU2335'OUTCROPPING BEDROCK.
 PU2335'
 PU2335'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2335
 PU2335                          STATION RECOVERY (2021)
 PU2335
 PU2335'RECOVERY NOTE BY US FOREST SERVICE 2021 (JRS)
 PU2335'SOME EVIDENCE OF PRYING AND TAMPERING WITH THE STATION.  REFERENCE
 PU2335'MARK 1 AND REFERENCE MARK 2 WERE NOT FOUND.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0510 ***********************************************************************
 QT0510  DESIGNATION -  CASTLE ROCK
 QT0510  PID         -  QT0510
 QT0510  STATE/COUNTY-  SD/BUTTE
 QT0510  COUNTRY     -  US
 QT0510  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0510
 QT0510                         *CURRENT SURVEY CONTROL
 QT0510  ______________________________________________________________________
 QT0510* NAD 83(1996) POSITION- 45 00 36.21912(N) 103 27 16.30465(W)   ADJUSTED
 QT0510* NAVD 88 ORTHO HEIGHT -  1150.    (meters)     3773.    (feet) SCALED
 QT0510  ______________________________________________________________________
 QT0510  GEOID HEIGHT    -        -16.370 (meters)                     GEOID18
 QT0510  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 QT0510  HORZ ORDER      -  SECOND
 QT0510
 QT0510.The horizontal coordinates were established by classical geodetic methods
 QT0510.and adjusted by the National Geodetic Survey in January 1998.
 QT0510
 QT0510.The orthometric height was scaled from a topographic map.
 QT0510
 QT0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0510.GEOID18 height accuracy estimate available here.
 QT0510
 QT0510.Click photographs - Photos may exist for this station.
 QT0510
 QT0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0510
 QT0510. The following values were computed from the NAD 83(1996) position.
 QT0510
 QT0510;                    North         East     Units Scale Factor Converg.
 QT0510;SPC SD N     -   136,569.832   327,768.134   MT  0.99993937   -2 26 41.6
 QT0510;SPC SD N     -   448,062.86  1,075,352.62   sFT  0.99993937   -2 26 41.6
 QT0510;UTM  13      - 4,985,229.800   621,785.449   MT  0.99978237   +1 05 35.3
 QT0510
 QT0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0510!SPC SD N     -   0.99982237  x   0.99993937  =   0.99976175
 QT0510!UTM  13      -   0.99982237  x   0.99978237  =   0.99960478
 QT0510
 QT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2178585229(NAD 83)
 QT0510
 QT0510                          SUPERSEDED SURVEY CONTROL
 QT0510
 QT0510  NAD 83(1993)-  45 00 36.21389(N)    103 27 16.30244(W) AD(       ) 2
 QT0510  NAD 83(1986)-  45 00 36.20921(N)    103 27 16.30000(W) AD(       ) 2
 QT0510  NAD 27      -  45 00 36.24000(N)    103 27 14.62000(W) AD(       ) 2
 QT0510  USSD        -  45 00 36.78400(N)    103 27 14.23200(W) AD(       ) 3
 QT0510
 QT0510.Superseded values are not recommended for survey control.
 QT0510
 QT0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0510.See file dsdata.pdf to determine how the superseded data were derived.
 QT0510
 QT0510_MARKER: DD = SURVEY DISK
 QT0510_SETTING: 66 = SET IN ROCK OUTCROP
 QT0510_MARK LOGO: USGS
 QT0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QT0510+STABILITY: POSITION/ELEVATION WELL
 QT0510
 QT0510  HISTORY     - Date     Condition        Report By
 QT0510  HISTORY     - 1912     MONUMENTED       USGS
 QT0510
 QT0510                          STATION DESCRIPTION
 QT0510
 QT0510'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QT0510'ABOUT 28 MILES EAST OF BELLEFOURCHE ON THE WEST SPUR OF CASTLE
 QT0510'ROCK BUTTE, WHICH IS A WELL-KNOWN PEAK.  THE STATION IS ABOUT
 QT0510'4 METERS WEST OF THE HIGHEST PART OF THE BUTTE.
 QT0510'
 QT0510'THE UNITED STATES
 QT0510'GEOLOGICAL SURVEY STATION CASTLE ROCK, MARKED BY A BRONZE
 QT0510'TABLET CEMENTED IN A FLAT ROCK FLUSH WITH THE SURFACE OF THE
 QT0510'GROUND, IS ON THE HIGHEST POINT OF THE BUTTE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0842 ***********************************************************************
 PR0842  DESIGNATION -  CASTLEWOOD MUNICIPAL TANK
 PR0842  PID         -  PR0842
 PR0842  STATE/COUNTY-  SD/HAMLIN
 PR0842  COUNTRY     -  US
 PR0842  USGS QUAD   -  CASTLEWOOD (2017)
 PR0842
 PR0842                         *CURRENT SURVEY CONTROL
 PR0842  ______________________________________________________________________
 PR0842* NAD 83(1996) POSITION- 44 43 24.46972(N) 097 01 51.18892(W)   ADJUSTED
 PR0842  ______________________________________________________________________
 PR0842  GEOID HEIGHT    -        -24.987 (meters)                     GEOID18
 PR0842  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 PR0842  HORZ ORDER      -  THIRD
 PR0842
 PR0842.The horizontal coordinates were established by classical geodetic methods
 PR0842.and adjusted by the National Geodetic Survey in January 1998.
 PR0842
 PR0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0842.GEOID18 height accuracy estimate available here.
 PR0842
 PR0842.Click photographs - Photos may exist for this station.
 PR0842
 PR0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0842
 PR0842. The following values were computed from the NAD 83(1996) position.
 PR0842
 PR0842;                    North         East     Units Scale Factor Converg.
 PR0842;SPC SD N     -   103,226.011   835,165.391   MT  0.99995538   +2 06 04.9
 PR0842;SPC SD N     -   338,667.34  2,740,038.45   sFT  0.99995538   +2 06 04.9
 PR0842;UTM  14      - 4,954,117.495   655,941.374   MT  0.99989904   +1 23 09.3
 PR0842
 PR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5594154117(NAD 83)
 PR0842
 PR0842                          SUPERSEDED SURVEY CONTROL
 PR0842
 PR0842  NAD 83(1986)-  44 43 24.46589(N)    097 01 51.16981(W) AD(       ) 3
 PR0842  NAD 27      -  44 43 24.59400(N)    097 01 49.92800(W) AD(       ) 3
 PR0842
 PR0842.Superseded values are not recommended for survey control.
 PR0842
 PR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0842.See file dsdata.pdf to determine how the superseded data were derived.
 PR0842
 PR0842_MARKER: 53 = ELEVATED TANK
 PR0842
 PR0842  HISTORY     - Date     Condition        Report By
 PR0842  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0842
 PR0842                          STATION DESCRIPTION
 PR0842
 PR0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0842'THIS STATION IS THE CENTER OF THE CASTLEWOOD MUNICIPAL WATER
 PR0842'TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP
 PR0842'WITH A BALL AT THE TIP AND A LIGHT ABOVE THE BALL.  IT IS
 PR0842'SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE
 PR0842'LEGS.  IT HAS A 5-FOOT DIAMETER STEEL HOUSING AROUND THE FEED
 PR0842'PIPES.  THE LEGS AND PLATFORM ARE PAINTED BLACK AND THE WALLS
 PR0842'AND TOP OF THE TANK ARE PAINTED SILVER.  THE TANK IS ABOUT 135
 PR0842'FEET HIGH AND IS VERY PROMINENT.
 PR0842'
 PR0842'THE TANK IS ABOUT 300 FEET N OF THE MAIN STREET OF CASTLEWOOD,
 PR0842'ABOUT 100 FEET W OF THE SECOND STREET E OF THE CHICAGO AND
 PR0842'NORTHWESTERN RAILROAD TRACK, AND ABOUT 0.6 MILE S OF S.DAK.
 PR0842'HIGHWAY 22.
 PR0842'
 PR0842'THE STATION WAS OBSERVED FROM FRANKLIN-1903, SHERIDAN, ELFRING-1903,
 PR0842'HORSWILL-1903, AND CASTLEWOOD MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0903 ***********************************************************************
 OQ0903  DESIGNATION -  CATHOLIC CH SPIRE W OF FREEMAN
 OQ0903  PID         -  OQ0903
 OQ0903  STATE/COUNTY-  SD/HUTCHINSON
 OQ0903  COUNTRY     -  US
 OQ0903  USGS QUAD   -  WOLF CREEK (2017)
 OQ0903
 OQ0903                         *CURRENT SURVEY CONTROL
 OQ0903  ______________________________________________________________________
 OQ0903* NAD 83(1996) POSITION- 43 18 49.95738(N) 097 30 11.00246(W)   ADJUSTED
 OQ0903  ______________________________________________________________________
 OQ0903  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 OQ0903  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 OQ0903  HORZ ORDER      -  THIRD
 OQ0903
 OQ0903.The horizontal coordinates were established by classical geodetic methods
 OQ0903.and adjusted by the National Geodetic Survey in January 1998.
 OQ0903
 OQ0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0903.GEOID18 height accuracy estimate available here.
 OQ0903
 OQ0903.Click photographs - Photos may exist for this station.
 OQ0903
 OQ0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0903
 OQ0903. The following values were computed from the NAD 83(1996) position.
 OQ0903
 OQ0903;                    North         East     Units Scale Factor Converg.
 OQ0903;SPC SD S     -   112,840.928   829,542.745   MT  0.99992092   +1 57 08.9
 OQ0903;SPC SD S     -   370,212.28  2,721,591.49   sFT  0.99992092   +1 57 08.9
 OQ0903;UTM  14      - 4,796,759.227   621,391.351   MT  0.99978127   +1 01 37.3
 OQ0903
 OQ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2139196759(NAD 83)
 OQ0903
 OQ0903                          SUPERSEDED SURVEY CONTROL
 OQ0903
 OQ0903  NAD 83(1995)-  43 18 49.95853(N)    097 30 10.99878(W) AD(       ) 3
 OQ0903  NAD 83(1986)-  43 18 49.96598(N)    097 30 10.99220(W) AD(       ) 3
 OQ0903  NAD 27      -  43 18 50.00600(N)    097 30 09.75500(W) AD(       ) 3
 OQ0903  USSD        -  43 18 50.20000(N)    097 30 10.11400(W) AD(       ) 3
 OQ0903
 OQ0903.Superseded values are not recommended for survey control.
 OQ0903
 OQ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0903.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0903
 OQ0903_MARKER: 90 = CHURCH SPIRE
 OQ0903
 OQ0903  HISTORY     - Date     Condition        Report By
 OQ0903  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0903  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0903
 OQ0903                          STATION DESCRIPTION
 OQ0903
 OQ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0903'THE HEILBRUN LUTHERAN CHURCH IS LOCATED IN SE 1/4 SEC. 7,
 OQ0903'T. 98 N., R. 56 W., ABOUT 2-1/2 MILES WEST OF FREEMAN.  THERE
 OQ0903'NEVER WAS A CATHOLIC CHURCH AT THIS LOCATION.  HOWEVER, THE
 OQ0903'ORIGINAL STRUCTURE WAS MOVED ACROSS THE ROAD AND IS NOW USED
 OQ0903'AS A FARM BUILDING.  A NEW AND VERY MUCH LARGER CHURCH WAS BUILT
 OQ0903'AT THE OLD SITE IN 1924 HENCE, THE MARK IS NO LONGER GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0489 ***********************************************************************
 QT0489  DESIGNATION -  CAVE
 QT0489  PID         -  QT0489
 QT0489  STATE/COUNTY-  SD/HARDING
 QT0489  COUNTRY     -  US
 QT0489  USGS QUAD   -  LUDLOW (2017)
 QT0489
 QT0489                         *CURRENT SURVEY CONTROL
 QT0489  ______________________________________________________________________
 QT0489* NAD 83(1996) POSITION- 45 49 49.05283(N) 103 27 34.23705(W)   ADJUSTED
 QT0489* NAVD 88 ORTHO HEIGHT -  1053.    (meters)     3455.    (feet) SCALED
 QT0489  ______________________________________________________________________
 QT0489  GEOID HEIGHT    -        -15.739 (meters)                     GEOID18
 QT0489  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 QT0489  HORZ ORDER      -  SECOND
 QT0489
 QT0489.The horizontal coordinates were established by classical geodetic methods
 QT0489.and adjusted by the National Geodetic Survey in January 1998.
 QT0489
 QT0489.The orthometric height was scaled from a topographic map.
 QT0489
 QT0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0489.GEOID18 height accuracy estimate available here.
 QT0489
 QT0489.Click photographs - Photos may exist for this station.
 QT0489
 QT0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0489
 QT0489. The following values were computed from the NAD 83(1996) position.
 QT0489
 QT0489;                    North         East     Units Scale Factor Converg.
 QT0489;SPC SD N     -   227,661.023   331,270.096   MT  1.00003168   -2 26 54.3
 QT0489;SPC SD N     -   746,917.87  1,086,841.97   sFT  1.00003168   -2 26 54.3
 QT0489;UTM  13      - 5,076,345.952   619,647.439   MT  0.99977599   +1 06 18.3
 QT0489
 QT0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0489!SPC SD N     -   0.99983749  x   1.00003168  =   0.99986916
 QT0489!UTM  13      -   0.99983749  x   0.99977599  =   0.99961352
 QT0489
 QT0489:                Primary Azimuth Mark                     Grid Az
 QT0489:SPC SD N     -  CAVE AZ MK                               190 54 04.2
 QT0489:UTM  13      -  CAVE AZ MK                               187 20 51.6
 QT0489
 QT0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1964776345(NAD 83)
 QT0489
 QT0489|---------------------------------------------------------------------|
 QT0489| PID    Reference Object                     Distance      Geod. Az  |
 QT0489|                                                           dddmmss.s |
 QT0489| CQ8038 CAVE RM 1                            13.167 METERS 12026     |
 QT0489| CQ8037 CAVE AZ MK                                         1882709.9 |
 QT0489| CQ8039 CAVE RM 2                            10.797 METERS 29306     |
 QT0489|---------------------------------------------------------------------|
 QT0489
 QT0489                          SUPERSEDED SURVEY CONTROL
 QT0489
 QT0489  NAD 83(1993)-  45 49 49.04141(N)    103 27 34.23371(W) AD(       ) 2
 QT0489  NAD 83(1986)-  45 49 49.03842(N)    103 27 34.23106(W) AD(       ) 2
 QT0489  NAD 27      -  45 49 49.03500(N)    103 27 32.55700(W) AD(       ) 2
 QT0489
 QT0489.Superseded values are not recommended for survey control.
 QT0489
 QT0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0489.See file dsdata.pdf to determine how the superseded data were derived.
 QT0489
 QT0489_MARKER: DS = TRIANGULATION STATION DISK
 QT0489_SETTING: 66 = SET IN ROCK OUTCROP
 QT0489_STAMPING: CAVE 1952
 QT0489_MARK LOGO: CGS
 QT0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QT0489+STABILITY: POSITION/ELEVATION WELL
 QT0489
 QT0489  HISTORY     - Date     Condition        Report By
 QT0489  HISTORY     - 1952     MONUMENTED       CGS
 QT0489
 QT0489                          STATION DESCRIPTION
 QT0489
 QT0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0489'THE STATION IS IN THE CUSTER NATIONAL FOREST, IN SECTION 35,
 QT0489'T 22 N, R 5 E, ON A HIGH ROCKY RIDGE IN THE NORTH CAVE HILLS,
 QT0489'ABOUT 17-1/2 MILES NORTH AND 4-1/4 MILES EAST OF BUFFALO AND
 QT0489'4 MILES WEST AND 1/4 MILE SOUTH OF LUDLOW.
 QT0489'
 QT0489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 QT0489'AND A CROSS ROAD JUST SOUTH OF THE POST OFFICE IN LUDLOW, GO
 QT0489'SOUTH ON U.S. HIGHWAY 85 FOR 1 MILE TO A CROSS ROAD, TURN RIGHT
 QT0489'(WEST) AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 3 MILES TO A
 QT0489'POINT WHERE THE MAIN ROAD TURNS TO THE SOUTH, CONTINUE STRAIGHT
 QT0489'AHEAD GO THROUGH THE NORTH ONE OF TWO GATES AND BEAR RIGHT
 QT0489'(NORTHWESTERLY) AND FOLLOW THE MAIN TRACK ROAD FOR 1.3 MILES
 QT0489'TO THE BUTTE ON THE RIGHT, CONTINUE FOR 0.1 MILE, THENCE RIGHT
 QT0489'ACROSS PASTURE LAND FOR 0.2 MILE TO THE END OF TRUCK TRAVEL
 QT0489'AT THE SOUTH BASE OF THE BUTTE.  PACK NORTHEASTERLY FOR
 QT0489'ABOUT 50 YARDS TO THE SUMMIT OF THE WEST SPUR OF BUTTE AND
 QT0489'THE STATION AS DESCRIBED.
 QT0489'
 QT0489'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD 0.2 MILE SOUTH
 QT0489'OF THE BUTTE, GO WEST AND SOUTHWEST ON THE TRACK ROAD FOR
 QT0489'0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 QT0489'
 QT0489'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QT0489'THE DISK IS STAMPED CAVE 1952.
 QT0489'
 QT0489'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK AND
 QT0489'THE DISK IS STAMPED CAVE NO 1 1952.
 QT0489'
 QT0489'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK AND
 QT0489'THE DISK IS STAMPED CAVE NO 1 1952.
 QT0489'
 QT0489'THE AZIMUTH MARK IS 30 FEET NORTHWEST OF THE CENTER OF THE
 QT0489'TRACK ROAD AND 2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QT0489'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CAVE 1952.
 QT0489'
 QT0489'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0605 ***********************************************************************
 PS0605  DESIGNATION -  CAVOUR MUNICIPAL TANK
 PS0605  PID         -  PS0605
 PS0605  STATE/COUNTY-  SD/BEADLE
 PS0605  COUNTRY     -  US
 PS0605  USGS QUAD   -  CAVOUR (2017)
 PS0605
 PS0605                         *CURRENT SURVEY CONTROL
 PS0605  ______________________________________________________________________
 PS0605* NAD 83(1996) POSITION- 44 22 12.95335(N) 098 02 17.77576(W)   ADJUSTED
 PS0605  ______________________________________________________________________
 PS0605  GEOID HEIGHT    -        -25.035 (meters)                     GEOID18
 PS0605  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 PS0605  HORZ ORDER      -  THIRD
 PS0605
 PS0605.The horizontal coordinates were established by classical geodetic methods
 PS0605.and adjusted by the National Geodetic Survey in January 1998.
 PS0605
 PS0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0605.GEOID18 height accuracy estimate available here.
 PS0605
 PS0605.Click photographs - Photos may exist for this station.
 PS0605
 PS0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0605
 PS0605. The following values were computed from the NAD 83(1996) position.
 PS0605
 PS0605;                    North         East     Units Scale Factor Converg.
 PS0605;SPC SD N     -    61,559.822   756,347.148   MT  1.00000921   +1 23 18.2
 PS0605;SPC SD N     -   201,967.52  2,481,448.93   sFT  1.00000921   +1 23 18.2
 PS0605;UTM  14      - 4,913,448.403   576,624.717   MT  0.99967221   +0 40 21.2
 PS0605
 PS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7662413448(NAD 83)
 PS0605
 PS0605                          SUPERSEDED SURVEY CONTROL
 PS0605
 PS0605  NAD 83(1986)-  44 22 12.94460(N)    098 02 17.81611(W) AD(       ) 3
 PS0605  NAD 27      -  44 22 12.99000(N)    098 02 16.50000(W) AD(       ) 3
 PS0605
 PS0605.Superseded values are not recommended for survey control.
 PS0605
 PS0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0605.See file dsdata.pdf to determine how the superseded data were derived.
 PS0605
 PS0605_MARKER: 51 = TANK
 PS0605
 PS0605  HISTORY     - Date     Condition        Report By
 PS0605  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0605
 PS0605                          STATION DESCRIPTION
 PS0605
 PS0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0605'POINT OBSERVED UPON WAS THE MUNICIPAL WATER TANK, SILVER PAINTED
 PS0605'STEEL, LOCATED IN TOWN OF CAVOUR.  THIS TOWN WAS OFF SCHEME
 PS0605'AND STATION NOT VISITED.  OBSERVED UPON FINIAL.
 PS0605'
 PS0605'STATION OBSERVED UPON FROM ROSE AND HART.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0963 ***********************************************************************
 NM0963  DESIGNATION -  CC 343
 NM0963  PID         -  NM0963
 NM0963  STATE/COUNTY-  SD/CLAY
 NM0963  COUNTRY     -  US
 NM0963  USGS QUAD   -  MECKLING (2017)
 NM0963
 NM0963                         *CURRENT SURVEY CONTROL
 NM0963  ______________________________________________________________________
 NM0963* NAD 83(1986) POSITION- 42 48 42.     (N) 097 00 10.     (W)   SCALED
 NM0963* NAVD 88 ORTHO HEIGHT -   350.352 (meters)     1149.45  (feet) ADJUSTED
 NM0963  ______________________________________________________________________
 NM0963  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 NM0963  DYNAMIC HEIGHT  -        350.249 (meters)     1149.11  (feet) COMP
 NM0963  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 NM0963
 NM0963  VERT ORDER      -  SECOND    CLASS 0
 NM0963
 NM0963.The horizontal coordinates were scaled from a map and have
 NM0963.an estimated accuracy of +/- 6 seconds.
 NM0963
 NM0963.The orthometric height was determined by differential leveling and
 NM0963.adjusted by the NATIONAL GEODETIC SURVEY
 NM0963.in June 1991.
 NM0963
 NM0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0963.GEOID18 height accuracy estimate available here.
 NM0963
 NM0963.Click photographs - Photos may exist for this station.
 NM0963
 NM0963.The dynamic height is computed by dividing the NAVD 88
 NM0963.geopotential number by the normal gravity value computed on the
 NM0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0963.degrees latitude (g = 980.6199 gals.).
 NM0963
 NM0963.The modeled gravity was interpolated from observed gravity values.
 NM0963
 NM0963;                    North         East    Units  Estimated Accuracy
 NM0963;SPC SD S     -    58,600.      872,330.      MT  (+/- 180 meters Scaled)
 NM0963
 NM0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN632418(NAD 83)
 NM0963
 NM0963                          SUPERSEDED SURVEY CONTROL
 NM0963
 NM0963  NGVD 29 (??/??/92)  350.144  (m)         1148.76   (f) ADJ UNCH    2 0
 NM0963
 NM0963.Superseded values are not recommended for survey control.
 NM0963
 NM0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0963.See file dsdata.pdf to determine how the superseded data were derived.
 NM0963
 NM0963_MARKER: DB = BENCH MARK DISK
 NM0963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0963_SP_SET: BOX CULVERT HEADWALL
 NM0963_STAMPING: CC 343 1949
 NM0963_MARK LOGO: CGS
 NM0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0963+STABILITY: SURFACE MOTION
 NM0963
 NM0963  HISTORY     - Date     Condition        Report By
 NM0963  HISTORY     - 1949     MONUMENTED       CGS
 NM0963
 NM0963                          STATION DESCRIPTION
 NM0963
 NM0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0963'3.9 MI SE FROM MECKLING.
 NM0963'3.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0963'PACIFIC RAILROAD FROM THE STATION AT MECKLING, 101 FEET SOUTHWEST
 NM0963'OF THE SOUTHWEST RAIL OF THE TRACK, 38 FEET SOUTHWEST OF THE
 NM0963'CENTER LINE OF STATE HIGHWAY 50, 12 FEET WEST OF THE CENTER LINE
 NM0963'OF A NORTH-SOUTH SECTION LINE ROAD, SET IN THE CENTER OF THE TOP
 NM0963'OF THE WEST HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT ABOUT
 NM0963'4 FEET BELOW THE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0964 ***********************************************************************
 NM0964  DESIGNATION -  CC 343 RESET
 NM0964  PID         -  NM0964
 NM0964  STATE/COUNTY-  SD/CLAY
 NM0964  COUNTRY     -  US
 NM0964  USGS QUAD   -  MECKLING (2017)
 NM0964
 NM0964                         *CURRENT SURVEY CONTROL
 NM0964  ______________________________________________________________________
 NM0964* NAD 83(1986) POSITION- 42 48 42.     (N) 097 00 10.     (W)   SCALED
 NM0964* NAVD 88 ORTHO HEIGHT -   350.76  (meters)     1150.8   (feet) RESET
 NM0964  ______________________________________________________________________
 NM0964  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 NM0964  VERT ORDER      -  THIRD
 NM0964
 NM0964.The horizontal coordinates were scaled from a map and have
 NM0964.an estimated accuracy of +/- 6 seconds.
 NM0964
 NM0964.The orthometric height was computed from unverified reset data.
 NM0964
 NM0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0964.GEOID18 height accuracy estimate available here.
 NM0964
 NM0964.Click photographs - Photos may exist for this station.
 NM0964
 NM0964;                    North         East    Units  Estimated Accuracy
 NM0964;SPC SD S     -    58,600.      872,330.      MT  (+/- 180 meters Scaled)
 NM0964
 NM0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN632418(NAD 83)
 NM0964
 NM0964                          SUPERSEDED SURVEY CONTROL
 NM0964
 NM0964.No superseded survey control is available for this station.
 NM0964
 NM0964_MARKER: DV = VERTICAL CONTROL DISK
 NM0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0964_STAMPING: CC 343 RESET 1973
 NM0964_MARK LOGO: NGS
 NM0964_PROJECTION: PROJECTING 20 CENTIMETERS
 NM0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0964+STABILITY: SURFACE MOTION
 NM0964
 NM0964  HISTORY     - Date     Condition        Report By
 NM0964  HISTORY     - 1973     MONUMENTED       NGS
 NM0964  HISTORY     - 20090221 POOR             GEOCAC
 NM0964
 NM0964                          STATION DESCRIPTION
 NM0964
 NM0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0964'3.9 MI SE FROM MECKLING.
 NM0964'3.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0964'PACIFIC RAILROAD FROM THE MAIN STREET IN MECKLING, AT A GRADED
 NM0964'CROSSROAD, ON THE NORTH RIGHT-OF-WAY OF THE RAILWAY, 111 FEET
 NM0964'NORTHEAST OF THE NORTH LANES OF STATE HIGHWAY 50, 43 FEET
 NM0964'NORTHEAST OF THE NORTHEAST RAIL, 36 FEET EAST OF THE CENTER OF
 NM0964'THE GRADED ROAD, 9 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF
 NM0964'A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN A
 NM0964'ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 NM0964
 NM0964                          STATION RECOVERY (2009)
 NM0964
 NM0964'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 NM0964'THE DISK IS BECOMING HARD TO READ. BUT THE DESIGNATION IS STILL
 NM0964'READABLE. OTHERWISE THE MARK IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2057 ***********************************************************************
 NM2057  DESIGNATION -  CC 343 RESET
 NM2057  PID         -  NM2057
 NM2057  STATE/COUNTY-  SD/CLAY
 NM2057  COUNTRY     -  US
 NM2057  USGS QUAD   -  MECKLING (2017)
 NM2057
 NM2057                         *CURRENT SURVEY CONTROL
 NM2057  ______________________________________________________________________
 NM2057* NAD 83(1986) POSITION- 42 48 44.     (N) 097 00 07.     (W)   SCALED
 NM2057* NAVD 88 ORTHO HEIGHT -   350.751 (meters)     1150.76  (feet) ADJUSTED
 NM2057  ______________________________________________________________________
 NM2057  GEOID HEIGHT    -        -25.609 (meters)                     GEOID18
 NM2057  DYNAMIC HEIGHT  -        350.648 (meters)     1150.42  (feet) COMP
 NM2057  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 NM2057
 NM2057  VERT ORDER      -  FIRST     CLASS II
 NM2057
 NM2057.The horizontal coordinates were scaled from a map and have
 NM2057.an estimated accuracy of +/- 6 seconds.
 NM2057
 NM2057.The orthometric height was determined by differential leveling and
 NM2057.adjusted by the NATIONAL GEODETIC SURVEY
 NM2057.in June 1994.
 NM2057
 NM2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2057.GEOID18 height accuracy estimate available here.
 NM2057
 NM2057.Click photographs - Photos may exist for this station.
 NM2057
 NM2057.The dynamic height is computed by dividing the NAVD 88
 NM2057.geopotential number by the normal gravity value computed on the
 NM2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2057.degrees latitude (g = 980.6199 gals.).
 NM2057
 NM2057.The modeled gravity was interpolated from observed gravity values.
 NM2057
 NM2057;                    North         East    Units  Estimated Accuracy
 NM2057;SPC SD S     -    58,670.      872,400.      MT  (+/- 180 meters Scaled)
 NM2057
 NM2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN633418(NAD 83)
 NM2057
 NM2057                          SUPERSEDED SURVEY CONTROL
 NM2057
 NM2057.No superseded survey control is available for this station.
 NM2057
 NM2057_MARKER: DV = VERTICAL CONTROL DISK
 NM2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2057_STAMPING: CC 343 RESET 1977
 NM2057_MARK LOGO: NGS
 NM2057_PROJECTION: FLUSH
 NM2057_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2057+STABILITY: SURFACE MOTION
 NM2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2057+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM2057
 NM2057  HISTORY     - Date     Condition        Report By
 NM2057  HISTORY     - 1977     MONUMENTED       NGS
 NM2057  HISTORY     - 19930908 GOOD             NGS
 NM2057  HISTORY     - 20120403 GOOD             INDIV
 NM2057
 NM2057                          STATION DESCRIPTION
 NM2057
 NM2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2057'5.3 KM (3.30 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2057'STATE HIGHWAY 19 IN VERMILLION, 35.0 M (114.8 FT) NORTHEAST OF THE
 NM2057'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 13.8 M (45.3 FT)
 NM2057'NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 9.8 M (32.2
 NM2057'FT) EAST OF THE CENTERLINE OF A GRAVELED ROAD, 1.7 M (5.6 FT)
 NM2057'SOUTHEAST OF UTILITY POLE NUMBER 70H1-008, 0.4 M (1.3 FT) NORTHWEST
 NM2057'OF A STEEL GUARD POST, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST AND
 NM2057'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2057
 NM2057                          STATION RECOVERY (2012)
 NM2057
 NM2057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0184 ***********************************************************************
 QT0184  DESIGNATION -  CEDAR
 QT0184  PID         -  QT0184
 QT0184  STATE/COUNTY-  SD/MEADE
 QT0184  COUNTRY     -  US
 QT0184  USGS QUAD   -  CEDAR CANYON (2017)
 QT0184
 QT0184                         *CURRENT SURVEY CONTROL
 QT0184  ______________________________________________________________________
 QT0184* NAD 83(1996) POSITION- 45 01 31.19575(N) 102 39 06.76340(W)   ADJUSTED
 QT0184* NAVD 88 ORTHO HEIGHT -   930.854 (meters)     3053.98  (feet) ADJUSTED
 QT0184  ______________________________________________________________________
 QT0184  GEOID HEIGHT    -        -17.887 (meters)                     GEOID18
 QT0184  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC18
 QT0184  DYNAMIC HEIGHT  -        930.646 (meters)     3053.29  (feet) COMP
 QT0184  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 QT0184
 QT0184  HORZ ORDER      -  FIRST
 QT0184  VERT ORDER      -  FIRST     CLASS II
 QT0184
 QT0184.The horizontal coordinates were established by classical geodetic methods
 QT0184.and adjusted by the National Geodetic Survey in January 1998.
 QT0184
 QT0184.The orthometric height was determined by differential leveling and
 QT0184.adjusted by the NATIONAL GEODETIC SURVEY
 QT0184.in July 1998.
 QT0184
 QT0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0184.GEOID18 height accuracy estimate available here.
 QT0184
 QT0184.Click photographs - Photos may exist for this station.
 QT0184
 QT0184.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0184
 QT0184.The dynamic height is computed by dividing the NAVD 88
 QT0184.geopotential number by the normal gravity value computed on the
 QT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0184.degrees latitude (g = 980.6199 gals.).
 QT0184
 QT0184.The modeled gravity was interpolated from observed gravity values.
 QT0184
 QT0184. The following values were computed from the NAD 83(1996) position.
 QT0184
 QT0184;                    North         East     Units Scale Factor Converg.
 QT0184;SPC SD N     -   135,880.285   391,049.989   MT  0.99993921   -1 52 36.6
 QT0184;SPC SD N     -   445,800.57  1,282,969.84   sFT  0.99993921   -1 52 36.6
 QT0184;UTM  13      - 4,988,446.784   684,986.335   MT  1.00002079   +1 39 41.7
 QT0184
 QT0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0184!SPC SD N     -   0.99985688  x   0.99993921  =   0.99979610
 QT0184!UTM  13      -   0.99985688  x   1.00002079  =   0.99987767
 QT0184
 QT0184:                Primary Azimuth Mark                     Grid Az
 QT0184:SPC SD N     -  CEDAR AZ MK 3                            106 24 50.5
 QT0184:UTM  13      -  CEDAR AZ MK 3                            102 52 32.2
 QT0184
 QT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8498688446(NAD 83)
 QT0184
 QT0184|---------------------------------------------------------------------|
 QT0184| PID    Reference Object                     Distance      Geod. Az  |
 QT0184|                                                           dddmmss.s |
 QT0184| CQ8044 CEDAR RM 1                          134.268 METERS 07042     |
 QT0184| CQ8043 CEDAR AZ MK                                        1041238.3 |
 QT0184| QT0186 CEDAR AZ MK RESET                                  1043222.6 |
 QT0184| AC6355 CEDAR AZ MK 3                                      1043213.9 |
 QT0184| CQ8045 CEDAR RM 2                          184.459 METERS 13642     |
 QT0184| QT0183 CEDAR RM 3                            5.057 METERS 19324     |
 QT0184| QT0185 CEDAR RM 4                            3.847 METERS 33433     |
 QT0184|---------------------------------------------------------------------|
 QT0184
 QT0184                          SUPERSEDED SURVEY CONTROL
 QT0184
 QT0184  NAD 83(1993)-  45 01 31.18765(N)    102 39 06.76213(W) AD(       ) 1
 QT0184  NAD 83(1986)-  45 01 31.18646(N)    102 39 06.76166(W) AD(       ) 1
 QT0184  NAD 27      -  45 01 31.22770(N)    102 39 05.17540(W) AD(       ) 1
 QT0184  NAVD 88 (06/15/91)  930.844  (m)         3053.94   (f) SUPERSEDED  1 2
 QT0184  NGVD 29 (??/??/92)  930.368  (m)         3052.38   (f) ADJ UNCH    1 2
 QT0184  NGVD 29             930.37   (m)         3052.4    (f) LEVELING    3  
 QT0184
 QT0184.Superseded values are not recommended for survey control.
 QT0184
 QT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0184.See file dsdata.pdf to determine how the superseded data were derived.
 QT0184
 QT0184_MARKER: DS = TRIANGULATION STATION DISK
 QT0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0184_STAMPING: CEDAR 1938
 QT0184_MARK LOGO: CGS
 QT0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0184+STABILITY: SURFACE MOTION
 QT0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0184+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0184
 QT0184  HISTORY     - Date     Condition        Report By
 QT0184  HISTORY     - 1938     MONUMENTED       CGS
 QT0184  HISTORY     - 1951     GOOD             CGS
 QT0184  HISTORY     - 1951     MARK NOT FOUND   USGS
 QT0184  HISTORY     - 1962     GOOD             CGS
 QT0184  HISTORY     - 1962     GOOD             CGS
 QT0184  HISTORY     - 1966     GOOD             CGS
 QT0184  HISTORY     - 1966     GOOD             CGS
 QT0184  HISTORY     - 19960425 GOOD             NGS
 QT0184
 QT0184                          STATION DESCRIPTION
 QT0184
 QT0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0184'STATION IS LOCATED ON A HIGH KNOLL ABOUT 1-3/4 MILES E OF THE
 QT0184'CEDAR CANYON POST OFFICE AND 0.2 MILE N OF PRAIRIE HOME CHURCH
 QT0184'ON THE PROPERTY OF W.E. FAIRBANKS.
 QT0184'
 QT0184'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 QT0184'DISKS SET IN CONCRETE.
 QT0184'
 QT0184'STATION IS REACHED AS FOLLOWS--FROM THE STORE IN MAURINE,
 QT0184'GO W ON U.S. HIGHWAY 212, 2.9 MILES TO THE PRAIRIE HOME
 QT0184'CHURCH, TURN RIGHT (N) AND GO N THROUGH CHURCH YARD 0.2 MILE
 QT0184'TO TOP OF HILL AND STATION.
 QT0184'
 QT0184'AZIMUTH IS 0.5 MILE E OF CHURCH BY W GATEPOST OF ROAD LEADING
 QT0184'FROM U.S. HIGHWAY 212 TO RANCH HOUSE.
 QT0184'
 QT0184'NOTE.  THE REFERENCE MARKS ARE ON THE N-S FENCE LINE E OF THE
 QT0184'STATION, THERE IS 194 PACES BETWEEN THE REFERENCE MARKS, AND
 QT0184'REFERENCE MARK NO. 2 IS 35.0 FEET N OF N GATEPOST IN THE
 QT0184'FENCE.
 QT0184'
 QT0184'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 QT0184
 QT0184                          STATION RECOVERY (1951)
 QT0184
 QT0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0184'THE STATION WAS RECOVERED AS DESCRIBED.  AND MARKS WERE FOUND
 QT0184'IN GOOD CONDITION, EXCEPT FOR THE AZIMUTH MARK, WHICH HAD BEEN
 QT0184'DESTROYED.  A DISCREPANCY WAS FOUND IN THE DISTANCES TO THE
 QT0184'REFERENCE MARKS.  A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS
 QT0184'PARTY.  THE DIRECTIONS TO REACH THE STATION WERE CORRECT.
 QT0184'
 QT0184'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0184'CONCRETE CYLINDER.  IT IS 15 INCHES BELOW THE SURFACE OF THE
 QT0184'GROUND, AND THE DISK IS STAMPED CEDAR 1938.
 QT0184'
 QT0184'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 QT0184'12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  THE DISK
 QT0184'IS STAMPED CEDAR NO 1 1938.
 QT0184'
 QT0184'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 QT0184'12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  THE DISK
 QT0184'IS STAMPED CEDAR NO 2 1938.
 QT0184'
 QT0184'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QT0184'212, 42 FEET EAST OF A GATE POST, AND 1 FOOT NORTH OF A WIRE
 QT0184'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0184'CONCRETE CYLINDER PROJECTING 5 INCHES, AND THE DISK IS STAMPED
 QT0184'CEDAR 1938 RESET 1951.
 QT0184
 QT0184                          STATION RECOVERY (1951)
 QT0184
 QT0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QT0184'OLD STATION HAS BEEN REMOVED.  EXCAVATION AND TOWER INDICATE
 QT0184'RESET IN NEAR FUTURE.  AZIMUTH RESET IN 1951 AND IN GOOD
 QT0184'CONDITION.  ORIGINAL REFERENCE POSTS IN GOOD CONDITION.
 QT0184
 QT0184                          STATION RECOVERY (1962)
 QT0184
 QT0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0184'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 QT0184'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION
 QT0184'AS DESCRIBED IN 1951.  THE HORIZONTAL DIRECTION TO REFERENCE
 QT0184'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE CHECKED, THE HORIZONTAL
 QT0184'DISTANCE WAS NOT MEASURED BECAUSE THE REFERENCE MARKS ARE NOW
 QT0184'IN A CULTIVATED FIELD AND WERE DESTROYED.  TWO NEW REFERENCE
 QT0184'MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 QT0184'
 QT0184'THE STATION IS LOCATED 2.85 MILES WEST OF MAURINE, 0.2 MILE
 QT0184'NORTH OF THE PRAIRIE HOME CHURCH, ON THE EAST SIDE OF A NORTH-SOUTH
 QT0184'FENCE LINE, IN SECTION 3, T. 12 N., R. 12 E., ON PROPERTY
 QT0184'OWNED BY MR. RALPH HAMPTON.
 QT0184'
 QT0184'TO REACH THE STATION FROM THE CROSSROAD AND STORE AT MAURINE,
 QT0184'GO WEST ON U.S. HIGHWAY 212 FOR 2.2 MILES TO A SIDE ROAD
 QT0184'RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN
 QT0184'RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.1 MILE TO A FARM
 QT0184'HOUSE.  TURN LEFT JUST NORTH OF THE FARM HOUSE AND GO WEST
 QT0184'ON A DIM TRACK ROAD FOR 0.55 MILE TO A WIRE GATE.  CONTINUE
 QT0184'STRAIGHT AHEAD AND GO WEST ALONG SOUTH SIDE OF AN EAST-WEST
 QT0184'FENCE LINE FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION
 QT0184'AS DESCRIBED.
 QT0184'
 QT0184'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0184'CONCRETE CYLINDER WHICH IS 15 INCHES BELOW THE SURFACE OF THE
 QT0184'GROUND AND IS STAMPED CEDAR 1938.  IT IS 88 FEET SOUTH OF
 QT0184'A FENCE CORNER, 6 FEET NORTHEAST OF A METAL WITNESS POST AND
 QT0184'4-1/2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 QT0184'
 QT0184'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 QT0184'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 QT0184'CEDAR NO 3 1938.  IT IS 10.4 FEET SOUTH OF A METAL WITNESS
 QT0184'POST.
 QT0184'
 QT0184'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF A
 QT0184'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 QT0184'CEDAR NO 4 1938.  IT IS 76-1/2 FEET SOUTH OF A FENCE CORNER
 QT0184'AND 16.7 FEET NORTH OF A METAL WITNESS POST, SET IN THE FENCE
 QT0184'LINE.
 QT0184'
 QT0184'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0184'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED CEDAR
 QT0184'1938 RESET 1951.  IT IS 55 FEET EAST OF THE CENTER OF A WIRE
 QT0184'GATE, 51 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 212 AND 1
 QT0184'FOOT NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT SOUTH OF A
 QT0184'METAL WITNESS POST.
 QT0184
 QT0184                          STATION RECOVERY (1962)
 QT0184
 QT0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QT0184'3.1 MI W FROM MAURINE.
 QT0184'2.9 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0184'THENCE 0.2 MILE NORTH ALONG A FENCE LINE, ABOUT 0.15 MILE
 QT0184'NORTH-NORTHWEST OF PRAIRIE HOME CHURCH, ON THE TOP OF THE FIRST
 QT0184'KNOLL NORTH OF THE HIGHWAY, 6.2 FEET EAST OF THE FENCE, 88 FEET
 QT0184'SOUTH OF A FENCE CORNER, 16.8 FEET NORTH-NORTHEAST OF R.M. 3,
 QT0184'12.8 FEET SOUTHEAST OF R.M. 4, 7.5 FEET NORTHEAST OF A WITNESS
 QT0184'POST, AND SET IN THE TOP OF A CONCRETE POST 1 1/2 FEET UNDERGROUND.
 QT0184
 QT0184                          STATION RECOVERY (1966)
 QT0184
 QT0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QT0184'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 WERE
 QT0184'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 QT0184'MARK WAS IN THE WAY OF CONSTRUCTION ON U.S. HIGHWAY 212 AND
 QT0184'THE MARK WAS SET ON LINE TO THE STATION BY THE SOUTH DAKOTA
 QT0184'STATE HIGHWAY DEPARTMENT AND THE DIRECTION MISSED THE 1962
 QT0184'OBSERVATION BY 8.7 SECONDS.  THE DISTANCE AND DIRECTION TO
 QT0184'REFERENCE MARK NO. 3 WERE VERIFIED.  THE DISTANCE TO REFERENCE
 QT0184'MARK NO. 4 WAS VERIFIED BUT THE DIRECTION MISSED BY 11 MINUTES
 QT0184'23 SECONDS.
 QT0184'
 QT0184'A NEW AZIMUTH MARK WAS SET.
 QT0184'
 QT0184'FOLLOWING IS A NEW TO REACH AND NOTES FOR THE AZIMUTH MARK.
 QT0184'
 QT0184'TO REACH THE STATION FROM THE CROSSROAD AND STORE IN MAURINE,
 QT0184'GO WEST ON U.S. HIGHWAY 212 FOR 2.2 MILES TO A SIDE ROAD
 QT0184'ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 212 FOR 0.1 MILE TO THE
 QT0184'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 212 FOR
 QT0184'0.55 MILE TO THE PRAIRIE HOME CHURCH ON THE RIGHT.  TURN
 QT0184'RIGHT, NORTH, TO THE CHURCH THEN JOG WEST ABOUT 150 FEET TO A
 QT0184'NORTH-SOUTH FENCE.  TURN RIGHT AND GO NORTH ALONG THE WEST
 QT0184'SIDE OF THE FENCE FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 QT0184'
 QT0184'AZIMUTH MARK, A STANDARD DISK STAMPED CEDAR 1938 AZ. 3 1966,
 QT0184'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 QT0184'3 INCHES.  IT IS 148 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QT0184'212, 106.5 FEET EAST-NORTHEAST OF A POWERLINE POLE, AND 1.5
 QT0184'FEET WEST OF A METAL WITNESS POST.
 QT0184'
 QT0184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST
 QT0184'OF MAURINE
 QT0184
 QT0184                          STATION RECOVERY (1966)
 QT0184
 QT0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0184'RECOVERED IN GOOD CONDITION.
 QT0184
 QT0184                          STATION RECOVERY (1996)
 QT0184
 QT0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0184'18.2 KM (11.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0184'OFFICE IN MUD BUTTE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A FENCE
 QT0184'ON THE WEST SIDE OF PRAIRIE HOME CHURCH, 5.0 M (16.4 FT) NORTH OF
 QT0184'REFERENCE MARK 3, 3.9 M (12.8 FT) SOUTH OF REFERENCE MARK 4, 2.1 M
 QT0184'(6.9 FT) NORTHEAST OF A WITNESS POST, 1.4 M (4.6 FT) EAST OF A FENCE,
 QT0184'AND THE MONUMENT IS RECESSED 0.5 M (1.6 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0835 ***********************************************************************
 OR0835  DESIGNATION -  CEDAR
 OR0835  PID         -  OR0835
 OR0835  STATE/COUNTY-  SD/CHARLES MIX
 OR0835  COUNTRY     -  US
 OR0835  USGS QUAD   -  BOVEE (2017)
 OR0835
 OR0835                         *CURRENT SURVEY CONTROL
 OR0835  ______________________________________________________________________
 OR0835* NAD 83(1996) POSITION- 43 18 04.92008(N) 098 51 59.46724(W)   ADJUSTED
 OR0835* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 OR0835  ______________________________________________________________________
 OR0835  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 OR0835  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 OR0835  HORZ ORDER      -  SECOND
 OR0835
 OR0835.The horizontal coordinates were established by classical geodetic methods
 OR0835.and adjusted by the National Geodetic Survey in January 1998.
 OR0835
 OR0835.The orthometric height was scaled from a topographic map.
 OR0835
 OR0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0835.GEOID18 height accuracy estimate available here.
 OR0835
 OR0835.Click photographs - Photos may exist for this station.
 OR0835
 OR0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0835
 OR0835. The following values were computed from the NAD 83(1996) position.
 OR0835
 OR0835;                    North         East     Units Scale Factor Converg.
 OR0835;SPC SD S     -   108,590.575   719,003.823   MT  0.99992210   +1 00 42.8
 OR0835;SPC SD S     -   356,267.58  2,358,931.71   sFT  0.99992210   +1 00 42.8
 OR0835;UTM  14      - 4,794,290.588   510,826.519   MT  0.99960144   +0 05 29.6
 OR0835
 OR0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0835!SPC SD S     -   0.99991565  x   0.99992210  =   0.99983775
 OR0835!UTM  14      -   0.99991565  x   0.99960144  =   0.99951712
 OR0835
 OR0835:                Primary Azimuth Mark                     Grid Az
 OR0835:SPC SD S     -  CEDAR AZ MK                              233 49 00.5
 OR0835:UTM  14      -  CEDAR AZ MK                              234 44 13.7
 OR0835
 OR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1082694290(NAD 83)
 OR0835
 OR0835|---------------------------------------------------------------------|
 OR0835| PID    Reference Object                     Distance      Geod. Az  |
 OR0835|                                                           dddmmss.s |
 OR0835| OR0834 PLATTE MUNICIPAL TANK               APPROX. 9.6 KM 0113215.3 |
 OR0835| CO2817 CEDAR RM 1                           27.502 METERS 01547     |
 OR0835| OR0819 GEDDES MUNICIPAL TANK               APPROX.14.8 KM 1113522.0 |
 OR0835| CO2816 CEDAR AZ MK                                        2344943.3 |
 OR0835| CO2818 CEDAR RM 2                           36.847 METERS 31645     |
 OR0835|---------------------------------------------------------------------|
 OR0835
 OR0835                          SUPERSEDED SURVEY CONTROL
 OR0835
 OR0835  NAD 83(1995)-  43 18 04.92079(N)    098 51 59.46809(W) AD(       ) 2
 OR0835  NAD 83(1986)-  43 18 04.92621(N)    098 51 59.47913(W) AD(       ) 2
 OR0835  NAD 27      -  43 18 04.94100(N)    098 51 58.17900(W) AD(       ) 2
 OR0835
 OR0835.Superseded values are not recommended for survey control.
 OR0835
 OR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0835.See file dsdata.pdf to determine how the superseded data were derived.
 OR0835
 OR0835_MARKER: DS = TRIANGULATION STATION DISK
 OR0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0835_STAMPING: CEDAR 1948
 OR0835_MARK LOGO: CGS
 OR0835_PROJECTION: FLUSH
 OR0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0835+STABILITY: SURFACE MOTION
 OR0835
 OR0835  HISTORY     - Date     Condition        Report By
 OR0835  HISTORY     - 1948     MONUMENTED       CGS
 OR0835  HISTORY     - 1973     GOOD             USAF
 OR0835  HISTORY     - 1973     GOOD             DMA
 OR0835
 OR0835                          STATION DESCRIPTION
 OR0835
 OR0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0835'STATION IS LOCATED ABOUT 10 MILES WEST NORTHWEST OF GEDDES
 OR0835'AND 7 MILES SOUTH SOUTHWEST OF PLATTE ON A HIGH PASTURE
 OR0835'RIDGE.  STATION IS 94 FEET SOUTH SOUTHWEST OF WITNESS POST
 OR0835'AND 88 FEET SOUTH OF FENCELINE.  THE MARK IS FLUSH WITH THE
 OR0835'GROUND AND THE DISK IS STAMPED CEDAR 1948.
 OR0835'
 OR0835'REFERENCE MARK NO. 1 IS 90.23 FEET NORTH NORTHEAST OF STATION,
 OR0835'4 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE
 OR0835'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CEDAR
 OR0835'NO 1 1948.
 OR0835'
 OR0835'REFERENCE MARK NO. 2 IS 120.89 FEET NORTHWEST OF STATION
 OR0835'AND IN FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 OR0835'IS STAMPED CEDAR NO 2 1948.
 OR0835'
 OR0835'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF STATION,
 OR0835'32 FEET NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD,
 OR0835'4 FEET NORTH NORTHEAST OF FENCECORNER, 2.8 FEET NORTHEAST
 OR0835'OF WITNESS POST AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 OR0835'ABOUT 4 INCHES AND THE DISK IS STAMPED CEDAR 1948.
 OR0835'
 OR0835'TO REACH FROM THE RAILROAD DEPOT IN GEDDES GO WEST ON GRAVEL
 OR0835'ROAD CROSSING STATE HIGHWAY 50 FOR 7.6 MILES TO U.S. HIGHWAY
 OR0835'281.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 281 FOR 3.0
 OR0835'MILES TO CROSSROADS.  TURN LEFT AND GO WEST ON DIRT ROAD
 OR0835'FOR 1.5 MILES TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF ROAD
 OR0835'AS DESCRIBED.  LEAVE ROAD AND GO NORTH ALONG EAST SIDE OF
 OR0835'FENCE FOR 0.25 MILE TO FENCELINE ON RIDGE.  TURN RIGHT AND
 OR0835'GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.2 MILE TO STATION
 OR0835'AS DESCRIBED.
 OR0835'
 OR0835'A 4 FOOT SIGNAL AT STATION HAMILTON (MO.R.C.) 1945 IS VISIBLE
 OR0835'FROM THE GROUND.
 OR0835'
 OR0835'A 4 FOOT SIGNAL AT STATION BOLAND (MO.R.C.) IS VISIBLE FROM THE
 OR0835'GROUND.
 OR0835'
 OR0835'A 4 FOOT SIGNAL AT STATION PLATTE IS VISIBLE FROM THE GROUND.
 OR0835'
 OR0835'A 4 FOOT SIGNAL AT STATION WHEEL IS VISIBLE FROM THE GROUND.
 OR0835'
 OR0835'A 4 FOOT SIGNAL AT STATION MULE IS VISIBLE FROM THE GROUND.
 OR0835'
 OR0835'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0835
 OR0835                          STATION RECOVERY (1973)
 OR0835
 OR0835'RECOVERY NOTE BY US AIR FORCE 1973
 OR0835'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED
 OR0835'AND FOUND TO BE IN GOOD CONDITION.
 OR0835'
 OR0835'A COMPLETE DESCRIPTION FOLLOWS.
 OR0835'
 OR0835'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281-18-50 IN LAKE
 OR0835'ANDES PROCEED WEST AND NORTH ALONG HIGHWAY 50 FOR 15 MILES
 OR0835'TO THE JUNCTION OF THE HIGHWAY AND A BLACK-TOPPED CROSSROAD.
 OR0835'THE ROAD RIGHT (EAST) LEADS TO THE TOWN OF GEDDES.  TURN
 OR0835'LEFT (WEST) AND PROCEED FOR 7.6 MILES TO A CROSSROAD TURN
 OR0835'RIGHT AND GO NORTH FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT
 OR0835'AND GO WEST FOR 1.5 MILES, TO SEVERAL GATES ON THE RIGHT.
 OR0835'TURN RIGHT THRU EASTERN-MOST GATE, AND GO EAST ON NORTH SIDE
 OR0835'OF AN EAST-WEST FENCE LINE FOR 0.35 MILES TO A NORTH-SOUTH
 OR0835'FENCE LINE.  TURN NORTH ON WEST SIDE OF THE FENCE AND GO
 OR0835'0.05 MILES TO AN EAST-WEST FENCE AND GATE.  CONTINUE NORTH
 OR0835'THROUGH GATE AND ALONG WEST SIDE OF THE NORTH-SOUTH FENCE
 OR0835'FOR 0.2 MILES.  TURN LEFT TO TOP OF RIDGELINE AND
 OR0835'STATION.
 OR0835
 OR0835                          STATION RECOVERY (1973)
 OR0835
 OR0835'RECOVERY NOTE BY DEFENSE MAP AGENCY 1973 (SGB)
 OR0835'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OR0835'CONDITION.  A NEW STATION DESCRIPTION FOLLOWS--
 OR0835'
 OR0835'FROM THE RAILROAD DEPOT IN GEDDES, GO WEST FOR 7.3 MILES TO JUNCTION
 OR0835'WITH HWY 281.  TURN RIGHT (NORTH) AND GO 2.8 MILES TO A CROSSROAD.
 OR0835'THEN LEFT (WEST) FOR 1.5 MILES TO SEVERAL GATES ON THE RIGHT.  TURN
 OR0835'RIGHT THRU EASTERN MOST GATE, AND GO EAST ON NORTH SIDE OF AN
 OR0835'EAST-WEST FENCE FOR .35 MILES TO A NORTH-SOUTH FENCELINE.  TURN
 OR0835'NORTH, ON WEST SIDE OF THE FENCE, AND GO .05 MILES TO AN
 OR0835'EAST-WEST FENCE AND GATE.  CONTINUE NORTH THRU GATE AND ALONG
 OR0835'WEST SIDE OF THE N-S FENCE FOR 0.2 MILES.  TURN LEFT TO TOP OF
 OR0835'RIDGELINE, AND THE STATION REFERENCE MARK NO. 1 IS ALONG AN
 OR0835'EAST-WEST FENCE LINE, HAS A WITNESS POST, AND IS APPROX. 90 FT.
 OR0835'NNE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0789 ***********************************************************************
 OS0789  DESIGNATION -  CEDAR
 OS0789  PID         -  OS0789
 OS0789  STATE/COUNTY-  SD/JACKSON
 OS0789  COUNTRY     -  US
 OS0789  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0789
 OS0789                         *CURRENT SURVEY CONTROL
 OS0789  ______________________________________________________________________
 OS0789* NAD 83(1996) POSITION- 43 52 18.00591(N) 101 49 44.79992(W)   ADJUSTED
 OS0789* NAVD 88 ORTHO HEIGHT -   785.    (meters)     2575.    (feet) SCALED
 OS0789  ______________________________________________________________________
 OS0789  GEOID HEIGHT    -        -20.436 (meters)                     GEOID18
 OS0789  LAPLACE CORR    -         -8.40  (seconds)                    DEFLEC18
 OS0789  HORZ ORDER      -  SECOND
 OS0789
 OS0789.The horizontal coordinates were established by classical geodetic methods
 OS0789.and adjusted by the National Geodetic Survey in January 1998.
 OS0789
 OS0789.The orthometric height was scaled from a topographic map.
 OS0789
 OS0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0789.GEOID18 height accuracy estimate available here.
 OS0789
 OS0789.Click photographs - Photos may exist for this station.
 OS0789
 OS0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0789
 OS0789. The following values were computed from the NAD 83(1996) position.
 OS0789
 OS0789;                    North         East     Units Scale Factor Converg.
 OS0789;SPC SD S     -   171,979.469   479,787.597   MT  0.99991662   -1 01 54.7
 OS0789;SPC SD S     -   564,235.97  1,574,103.14   sFT  0.99991662   -1 01 54.7
 OS0789;UTM  14      - 4,861,510.522   272,686.435   MT  1.00023558   -1 57 41.5
 OS0789
 OS0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0789!SPC SD S     -   0.99988006  x   0.99991662  =   0.99979669
 OS0789!UTM  14      -   0.99988006  x   1.00023558  =   1.00011561
 OS0789
 OS0789:                Primary Azimuth Mark                     Grid Az
 OS0789:SPC SD S     -  CEDAR AZ MK                              273 46 07.6
 OS0789:UTM  14      -  CEDAR AZ MK                              274 41 54.4
 OS0789
 OS0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7268661510(NAD 83)
 OS0789
 OS0789|---------------------------------------------------------------------|
 OS0789| PID    Reference Object                     Distance      Geod. Az  |
 OS0789|                                                           dddmmss.s |
 OS0789| CP8974 CEDAR RM 1                           27.345 METERS 00320     |
 OS0789| CP8975 CEDAR RM 2                           13.523 METERS 09841     |
 OS0789| CP8973 CEDAR AZ MK                                        2724412.9 |
 OS0789|---------------------------------------------------------------------|
 OS0789
 OS0789                          SUPERSEDED SURVEY CONTROL
 OS0789
 OS0789  NAD 83(1995)-  43 52 17.99803(N)    101 49 44.80207(W) AD(       ) 2
 OS0789  NAD 83(1986)-  43 52 17.99839(N)    101 49 44.80271(W) AD(       ) 2
 OS0789  NAD 27      -  43 52 18.02830(N)    101 49 43.27300(W) AD(       ) 2
 OS0789
 OS0789.Superseded values are not recommended for survey control.
 OS0789
 OS0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0789.See file dsdata.pdf to determine how the superseded data were derived.
 OS0789
 OS0789_MARKER: DS = TRIANGULATION STATION DISK
 OS0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0789_STAMPING: CEDAR 1961
 OS0789_MARK LOGO: CGS
 OS0789_PROJECTION: FLUSH
 OS0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0789+STABILITY: SURFACE MOTION
 OS0789
 OS0789  HISTORY     - Date     Condition        Report By
 OS0789  HISTORY     - 1961     MONUMENTED       CGS
 OS0789
 OS0789                          STATION DESCRIPTION
 OS0789
 OS0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0789'LOCATED, AIRLINE, ABOUT 16-1/2 MILES WEST-NORTHWEST OF KADOKA,
 OS0789'12-1/2 MILES NORTH-NORTHEAST OF INTERIOR, AND 7-1/4 MILES
 OS0789'SOUTH-SOUTHEAST OF COTTONWOOD IN SECTION 15, T 2S R 19E, ABOUT
 OS0789'IN THE MIDDLE OF A LONG PLATEAU RUNNING EAST AND WEST, AND ABOUT
 OS0789'100 YARDS EAST OF A DEEP GULLY CUTTING THE SOUTHERN EDGE OF THE
 OS0789'PLATEAU.  THE LOCATION IS ABOUT 1/2 MILE WEST OF THE POINT SHOWN
 OS0789'ON LOCAL MAPS AS CEDAR BUTTE.
 OS0789'
 OS0789'TO REACH FROM THE STORE AND FILLING STATION AT CACTUS FLAT GO EAST
 OS0789'ON U.S. HIGHWAY 16, STATE HIGHWAY 40 FOR 2.7 MILES TO A GRAVEL
 OS0789'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 1.05 MILES TO A
 OS0789'CROSS ROAD WHERE GRAVEL ROAD GOES WEST.  CONTINUE NORTH 1.05
 OS0789'MILES ON DIRT ROAD TO GATE ACROSS ROAD AND GATE ON RIGHT AT
 OS0789'NORTH BASE OF EARTHEN DAM.  TURN EAST THROUGH GATE ON RIGHT AND
 OS0789'GO NORTH ALONG EAST SIDE OF EAST RIGHT-OF-WAY FENCE 0.5 MILE TO
 OS0789'A FENCE CORNER.  TURN RIGHT AND GO EAST ALONG SOUTH SIDE OF
 OS0789'FENCE 0.2 MILE TO TOP OF RIDGE AND AZIMUTH MARK ON THE LEFT.
 OS0789'CONTINUE EAST ALONG SOUTH SIDE OF FENCE 0.4 MILE TO THE
 OS0789'STATION.
 OS0789'
 OS0789'THE STATION MARK, A STANDARD DISK STAMPED CEDAR 1961 SET IN THE
 OS0789'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH THE GROUND,
 OS0789'IS 90.4 FEET SOUTH OF A FENCE POST WITH TRIANGLE BLAZE.
 OS0789'
 OS0789'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CEDAR NO 1 1961
 OS0789'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 OS0789'2 INCHES ABOVE GROUND, IS 2.8 FEET WEST OF THE FENCE POST WITH
 OS0789'TRIANGLE BLAZE AND 0.7 FOOT SOUTH OF THE WIRE FENCE, AT THE
 OS0789'SAME ELEVATION AS THE STATION.
 OS0789'
 OS0789'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CEDAR NO 2
 OS0789'1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH
 OS0789'WITH THE GROUND, IS 101 FEET SOUTH-SOUTHEAST OF THE FENCE POST WITH
 OS0789'TRIANGLE BLAZE, AT THE SAME ELEVATION AS THE STATION.
 OS0789'
 OS0789'THE AZIMUTH MARK, A STANDARD DISK STAMPED CEDAR 1961 SET IN THE
 OS0789'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 2 INCHES
 OS0789'ABOVE GROUND, IS 5.5 FEET EAST OF A METAL WITNESS SIGN AND 0.6
 OS0789'FOOT SOUTH OF THE WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0775 ***********************************************************************
 OT0775  DESIGNATION -  CEDAR
 OT0775  PID         -  OT0775
 OT0775  STATE/COUNTY-  SD/SHANNON
 OT0775  COUNTRY     -  US
 OT0775  USGS QUAD   -  STIRK TABLE (2017)
 OT0775
 OT0775                         *CURRENT SURVEY CONTROL
 OT0775  ______________________________________________________________________
 OT0775* NAD 83(1996) POSITION- 43 31 16.35483(N) 102 33 17.19089(W)   ADJUSTED
 OT0775* NAVD 88 ORTHO HEIGHT -   957.0   (meters)     3140.    (feet) VERTCON3
 OT0775  ______________________________________________________________________
 OT0775  GEOID HEIGHT    -        -18.253 (meters)                     GEOID18
 OT0775  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 OT0775  HORZ ORDER      -  FIRST
 OT0775
 OT0775.The horizontal coordinates were established by classical geodetic methods
 OT0775.and adjusted by the National Geodetic Survey in January 1998.
 OT0775
 OT0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0775
 OT0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0775.GEOID18 height accuracy estimate available here.
 OT0775
 OT0775.Click photographs - Photos may exist for this station.
 OT0775
 OT0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0775
 OT0775. The following values were computed from the NAD 83(1996) position.
 OT0775
 OT0775;                    North         East     Units Scale Factor Converg.
 OT0775;SPC SD S     -   134,363.800   420,437.939   MT  0.99990830   -1 31 56.9
 OT0775;SPC SD S     -   440,825.23  1,379,386.80   sFT  0.99990830   -1 31 56.9
 OT0775;UTM  13      - 4,821,601.629   697,616.531   MT  1.00008039   +1 41 03.8
 OT0775
 OT0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0775!SPC SD S     -   0.99985281  x   0.99990830  =   0.99976112
 OT0775!UTM  13      -   0.99985281  x   1.00008039  =   0.99993319
 OT0775
 OT0775:                Primary Azimuth Mark                     Grid Az
 OT0775:SPC SD S     -  CEDAR AZ MK                              002 46 34.1
 OT0775:UTM  13      -  CEDAR AZ MK                              359 33 33.4
 OT0775
 OT0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9761621601(NAD 83)
 OT0775
 OT0775|---------------------------------------------------------------------|
 OT0775| PID    Reference Object                     Distance      Geod. Az  |
 OT0775|                                                           dddmmss.s |
 OT0775| CP8970 CEDAR AZ MK                                        0011437.2 |
 OT0775| CP8971 CEDAR RM 1                           23.592 METERS 19133     |
 OT0775| CP8972 CEDAR RM 2                           25.116 METERS 28544     |
 OT0775|---------------------------------------------------------------------|
 OT0775
 OT0775                          SUPERSEDED SURVEY CONTROL
 OT0775
 OT0775  NAD 83(1995)-  43 31 16.35184(N)    102 33 17.19094(W) AD(       ) 1
 OT0775  NAD 83(1993)-  43 31 16.34518(N)    102 33 17.19247(W) AD(       ) 1
 OT0775  NAD 83(1986)-  43 31 16.34226(N)    102 33 17.19497(W) AD(       ) 1
 OT0775  NAD 27      -  43 31 16.38200(N)    102 33 15.56600(W) AD(       ) 1
 OT0775  NGVD 29 (07/19/86)  956.6    (m)         3138.     (f) VERT ANG       
 OT0775
 OT0775.Superseded values are not recommended for survey control.
 OT0775
 OT0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0775.See file dsdata.pdf to determine how the superseded data were derived.
 OT0775
 OT0775_MARKER: DS = TRIANGULATION STATION DISK
 OT0775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0775_STAMPING: CEDAR 1934
 OT0775_MARK LOGO: CGS
 OT0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0775
 OT0775  HISTORY     - Date     Condition        Report By
 OT0775  HISTORY     - 1934     MONUMENTED       CGS
 OT0775  HISTORY     - 1936     GOOD             CGS
 OT0775
 OT0775                          STATION DESCRIPTION
 OT0775
 OT0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0775'THIS STATION IS ABOUT 2 MILES NW OF THE ROCKY FORD POST OFFICE
 OT0775'AND IS NEAR THE S END OF A BUTTE LOCALLY KNOWN AS CEDAR BUTTE.
 OT0775'THIS BUTTE IS FLAT TOPPED AND HAS ALMOST PERPENDICULAR SIDES.
 OT0775'THERE IS SOME TIMBER ON THE TOP.  THE STATION IS ABOUT SIXTY FEET
 OT0775'W OF THE POINT WHERE THE BUTTE STARTS TO SLOPE TO THE CANYON TO
 OT0775'THE E.  THE STATION IS 32 FEET S OF A SIXTEEN-INCH PINE AND IS
 OT0775'67 FEET NW OF A 12-INCH PINE.  BOTH THESE TREES HAVE LARGE
 OT0775'TRIANGULAR BLAZES ON THE SIDES FACING THE STATION.
 OT0775'
 OT0775'THE STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A 6-INCH
 OT0775'SHEET METAL PIPE.
 OT0775'
 OT0775'REFERENCE MARK NO. 1 IS SW AND NO. 2 IS NW OF STATION.  THEY
 OT0775'ARE STANDARD REFERENCE DISKS SET IN CONCRETE IN 6-INCH SHEET
 OT0775'METAL PIPES.
 OT0775'
 OT0775'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 OT0775'IN A DEPRESSION IN OUTCROPPING BEDROCK, ABOUT 3/8 MILE N OF THE
 OT0775'STATION.  IT IS SET ON THE N EDGE OF A RAVINE, ACROSS FROM
 OT0775'STATION.
 OT0775'
 OT0775'THE STATION IS REACHED FROM THE BRIDGE OVER THE WHITE RIVER,
 OT0775'WHICH IS ABOUT ONE MILE N OF THE ROCKY FORD POST OFFICE, BY
 OT0775'GOING N AND W ON THE MAIN ROAD TOWARD SCENIC 4.3 MILES TO A ROAD
 OT0775'BRANCHING TO THE LEFT, OR W.  THERE IS A CATTLE GUARD AT THE
 OT0775'POINT WHERE THIS ROAD TURNS OFF.  TAKE THIS ROAD W AND S 4.2
 OT0775'MILES TO A CATTLE GUARD.  TURN OFF THE ROAD BEFORE CROSSING
 OT0775'THE CATTLE GUARD AND DRIVE W TOWARD THE MOUTH OF THE CANYON.
 OT0775'DRIVE ABOUT 0.7 MILE FROM THE CATTLE GUARD INTO THE CANYON TO
 OT0775'A POINT WHERE A TRUCK CAN BE DRIVEN NO FARTHER.  FROM THIS
 OT0775'POINT PACK UP THE DRY CREEK ABOUT 1/4 MILE TO A POINT WHERE
 OT0775'THE CANYON OPENS TO THE LEFT OR SW.  GO UP THE CANYON OVER A
 OT0775'VERY STEEP TRAIL AND WORK AROUND THE CLIFFS TO THE RIGHT OR
 OT0775'W.  CLIMB UP THE LAST STEEP SLOPE AND GO ABOUT 60 FEET W TO
 OT0775'THE STATION.  IT IS ABOUT A HALF HOUR PACK.
 OT0775'
 OT0775'A FOUR-FOOT STAND WAS ERECTED.
 OT0775
 OT0775                          STATION RECOVERY (1936)
 OT0775
 OT0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0775'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 OT0775'CONDITION.  ALL MARKS WERE STANDARD DISKS IN CONCRETE, POURED
 OT0775'IN SECTIONS OF 6-INCH STOVE PIPE AND SET IN THE GROUND, WITH ABOUT
 OT0775'6 INCHES EXTENDING ABOVE THE GROUND.
 OT0775'
 OT0775'THE DISTANCES AND DIRECTIONS WERE CHECKED TO THE REFERENCE
 OT0775'MARKS, AND A SMALL DISCREPANCY WAS FOUND IN THE DISTANCES.  NO
 OT0775'CHECK WAS MADE ON THE AZIMUTH.
 OT0775'
 OT0775'STATION CEDAR IS LOCATED ABOUT 19-3/4 MILES S AND W OF SCENIC
 OT0775'ON TOP OF A HIGH BUTTE, KNOWN LOCALLY AS CEDAR BUTTE.  THE
 OT0775'STATION IS ABOUT 1/4 MILE SE OF THE POINT WHERE THE TRAIL TO TOP
 OT0775'OF BUTTE REACHES THE TOP.  ABOUT 100 FEET W OF THE EASTERN EDGE
 OT0775'OF BUTTE.  40 PACES E OF A N AND S TRAIL.  10 PACES S OF AN
 OT0775'18-INCH PINE TREE.  22 PACES W OF A 14-INCH PINE TREE.  30
 OT0775'PACES N OF A 14-INCH PINE TREE.
 OT0775'
 OT0775'REFERENCE MARK NO. 1 IS 77.40 FEET SSE OF THE STATION.
 OT0775'
 OT0775'REFERENCE MARK NO. 2 IS 82.40 FEET W OF THE STATION.
 OT0775'
 OT0775'THE AZIMUTH MARK IS ABOUT 3/8 MILE N OF THE STATION.  IT IS SET
 OT0775'ON THE N EDGE OF A RAVINE, ACROSS THE RAVINE FROM THE STATION.
 OT0775'
 OT0775'ALL LINES EXCEPT THE LINES TO SHEEP AND CUNY WERE SEEN FROM THE
 OT0775'GROUND.  SHEEP AND CUNY WERE NINETY-(90)-FOOT TOWERS.
 OT0775'
 OT0775'TO REACH THE STATION FROM SCENIC GO S FROM THE RAILROAD TRACKS
 OT0775'15.2 MILES TO A CATTLE GUARD ON THE RIGHT, HAVING ALREADY PASSED
 OT0775'OVER ONE CATTLE GUARD AT 7.0 MILES.  TURN TO THE RIGHT OVER THE
 OT0775'SECOND CATTLE GUARD AND GO W ALONG A DIM ROAD 3.0 MILES.  TURN
 OT0775'TO THE RIGHT AND FOLLOW A DIM ROAD TOWARD THE N END OF CEDAR
 OT0775'BUTTE 0.2 MILE.  TURN TO THE RIGHT AND GO AROUND A SMALL BUTTE
 OT0775'AND CONTINUE ON TO A POINT EVEN WITH THE N END OF CEDAR BUTTE.
 OT0775'TURN TO THE LEFT AND GO S ALONG THE W SIDE OF A SHALLOW CANYON
 OT0775'AS FAR AS VEHICLES WILL GO.  LEAVE THE VEHICLES AND CONTINUE
 OT0775'ON FOOT ALONG THE W SIDE OF THE CANYON IN A SOUTHERLY
 OT0775'DIRECTION ON A DIM TRAIL TO THE TOP OF BUTTE.  FOLLOW THE
 OT0775'TRAIL ABOUT 1/4 MILE IN A SOUTHERLY DIRECTION TO STATION ON
 OT0775'THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6355 ***********************************************************************
 AC6355  DESIGNATION -  CEDAR AZ MK 3
 AC6355  PID         -  AC6355
 AC6355  STATE/COUNTY-  SD/MEADE
 AC6355  COUNTRY     -  US
 AC6355  USGS QUAD   -  CEDAR CANYON (2017)
 AC6355
 AC6355                         *CURRENT SURVEY CONTROL
 AC6355  ______________________________________________________________________
 AC6355* NAD 83(1986) POSITION- 45 01 24.     (N) 102 38 30.     (W)   SCALED
 AC6355* NAVD 88 ORTHO HEIGHT -   895.132 (meters)     2936.78  (feet) ADJUSTED
 AC6355  ______________________________________________________________________
 AC6355  GEOID HEIGHT    -        -17.911 (meters)                     GEOID18
 AC6355  DYNAMIC HEIGHT  -        894.933 (meters)     2936.13  (feet) COMP
 AC6355  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 AC6355
 AC6355  VERT ORDER      -  FIRST     CLASS II
 AC6355
 AC6355.The horizontal coordinates were scaled from a map and have
 AC6355.an estimated accuracy of +/- 6 seconds.
 AC6355
 AC6355.The orthometric height was determined by differential leveling and
 AC6355.adjusted by the NATIONAL GEODETIC SURVEY
 AC6355.in July 1998.
 AC6355
 AC6355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6355.GEOID18 height accuracy estimate available here.
 AC6355
 AC6355.Click photographs - Photos may exist for this station.
 AC6355
 AC6355.The dynamic height is computed by dividing the NAVD 88
 AC6355.geopotential number by the normal gravity value computed on the
 AC6355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6355.degrees latitude (g = 980.6199 gals.).
 AC6355
 AC6355.The modeled gravity was interpolated from observed gravity values.
 AC6355
 AC6355;                    North         East    Units  Estimated Accuracy
 AC6355;SPC SD N     -   135,630.      391,850.      MT  (+/- 180 meters Scaled)
 AC6355
 AC6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK857882(NAD 83)
 AC6355
 AC6355                          SUPERSEDED SURVEY CONTROL
 AC6355
 AC6355.No superseded survey control is available for this station.
 AC6355
 AC6355_MARKER: DZ = AZIMUTH MARK DISK
 AC6355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6355_STAMPING: CEDAR 1938 AZ. 3 1966
 AC6355_MARK LOGO: CGS
 AC6355_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6355+STABILITY: SURFACE MOTION
 AC6355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6355+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AC6355
 AC6355  HISTORY     - Date     Condition        Report By
 AC6355  HISTORY     - 1966     MONUMENTED       CGS
 AC6355  HISTORY     - 19960425 GOOD             NGS
 AC6355
 AC6355                          STATION DESCRIPTION
 AC6355
 AC6355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6355'19.0 KM (11.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AC6355'OFFICE IN MUD BUTTE, 346.0 M (1135.2 FT) WEST OF MILEPOST 85, 48.6 M
 AC6355'(159.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 32.6 M (107.0 FT)
 AC6355'NORTHEAST OF A UTILITY POLE, 17.8 M (58.4 FT) NORTH OF A WITNESS POST
 AC6355'AND FENCE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AC6355'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0735 ***********************************************************************
 OS0735  DESIGNATION -  CEDAR BUTTE
 OS0735  PID         -  OS0735
 OS0735  STATE/COUNTY-  SD/MELLETTE
 OS0735  COUNTRY     -  US
 OS0735  USGS QUAD   -  CEDAR BUTTE (2017)
 OS0735
 OS0735                         *CURRENT SURVEY CONTROL
 OS0735  ______________________________________________________________________
 OS0735* NAD 83(1996) POSITION- 43 33 31.89198(N) 101 07 03.51334(W)   ADJUSTED
 OS0735* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 OS0735  ______________________________________________________________________
 OS0735  GEOID HEIGHT    -        -22.623 (meters)                     GEOID18
 OS0735  LAPLACE CORR    -         -8.97  (seconds)                    DEFLEC18
 OS0735  HORZ ORDER      -  FIRST
 OS0735
 OS0735.The horizontal coordinates were established by classical geodetic methods
 OS0735.and adjusted by the National Geodetic Survey in January 1998.
 OS0735
 OS0735.The orthometric height was scaled from a topographic map.
 OS0735
 OS0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0735.GEOID18 height accuracy estimate available here.
 OS0735
 OS0735.Click photographs - Photos may exist for this station.
 OS0735
 OS0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0735
 OS0735. The following values were computed from the NAD 83(1996) position.
 OS0735
 OS0735;                    North         East     Units Scale Factor Converg.
 OS0735;SPC SD S     -   136,444.068   536,636.134   MT  0.99990741   -0 32 27.8
 OS0735;SPC SD S     -   447,650.25  1,760,613.72   sFT  0.99990741   -0 32 27.8
 OS0735;UTM  14      - 4,825,056.724   328,964.981   MT  0.99995983   -1 27 34.6
 OS0735
 OS0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0735!SPC SD S     -   0.99987679  x   0.99990741  =   0.99978421
 OS0735!UTM  14      -   0.99987679  x   0.99995983  =   0.99983662
 OS0735
 OS0735:                Primary Azimuth Mark                     Grid Az
 OS0735:SPC SD S     -  CEDAR BUTTE AZ MK                        197 17 35.1
 OS0735:UTM  14      -  CEDAR BUTTE AZ MK                        198 12 41.9
 OS0735
 OS0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2896425056(NAD 83)
 OS0735
 OS0735|---------------------------------------------------------------------|
 OS0735| PID    Reference Object                     Distance      Geod. Az  |
 OS0735|                                                           dddmmss.s |
 OS0735| CP8977 CEDAR BUTTE RM 1                     14.210 METERS 04217     |
 OS0735| CP8976 CEDAR BUTTE AZ MK                                  1964507.3 |
 OS0735| CP8978 CEDAR BUTTE RM 2                     13.975 METERS 31557     |
 OS0735|---------------------------------------------------------------------|
 OS0735
 OS0735                          SUPERSEDED SURVEY CONTROL
 OS0735
 OS0735  NAD 83(1995)-  43 33 31.88632(N)    101 07 03.51542(W) AD(       ) 1
 OS0735  NAD 83(1986)-  43 33 31.88734(N)    101 07 03.51987(W) AD(       ) 1
 OS0735  NAD 27      -  43 33 31.88550(N)    101 07 01.99070(W) AD(       ) 1
 OS0735
 OS0735.Superseded values are not recommended for survey control.
 OS0735
 OS0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0735.See file dsdata.pdf to determine how the superseded data were derived.
 OS0735
 OS0735_MARKER: DS = TRIANGULATION STATION DISK
 OS0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0735_STAMPING: CEDAR BUTTE 1936
 OS0735_MARK LOGO: CGS
 OS0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0735+STABILITY: SURFACE MOTION
 OS0735
 OS0735  HISTORY     - Date     Condition        Report By
 OS0735  HISTORY     - 1936     MONUMENTED       CGS
 OS0735
 OS0735                          STATION DESCRIPTION
 OS0735
 OS0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0735'STATION IS LOCATED ABOUT 3.6 MILES BY ROAD SOUTHWEST OF CEDAR BUTTE
 OS0735'STORE, 1.2 MILES SOUTHEAST OF STATE HIGHWAY 40, 10 PACES SOUTH OF
 OS0735'THE CENTERLINE OF AN EAST-WEST FARM ROAD, ON PROMINENT GROUND,
 OS0735'BUT NOT QUITE THE HIGHEST IN THE VICINITY.
 OS0735'
 OS0735'TO REACH THE STATION FROM CEDAR BUTTE STORE, GO WEST AND SOUTH ON
 OS0735'STATE HIGHWAY 40 FOR 2.4 MILES TO A ROAD THAT LEADS TO THE LEFT
 OS0735'FROM A RIGHT-HAND CURVE JUST BEFORE A WHITE HOUSE, FOLLOW THIS
 OS0735'ROAD SOUTH AND EAST FOR 1.1 MILES TO A POINT OPPOSITE A VACANT
 OS0735'HOUSE, HERE BEAR EAST AND FOLLOW THE TOP OF HILL TO HIGHEST
 OS0735'POINT AND STATION ABOUT 0.2 MILE DISTANT.
 OS0735'
 OS0735'AZIMUTH MARK IS LOCATED ABOUT 0.6 MILE SOUTH OF THE STATION, ONE
 OS0735'FOOT WEST OF A FENCE ON THE EAST SIDE OF ROAD, IN FRONT OF A
 OS0735'SMALL STUCCO OR PLASTER HOUSE, ON THE CREST OF A SMALL HILL.
 OS0735'
 OS0735'REFERENCE MARK NO. 1 IS 46.62 FEET NORTHEAST OF THE STATION AND
 OS0735'63.26 FEET EAST OF REFERENCE MARK NO. 2.
 OS0735'
 OS0735'REFERENCE MARK NO. 2 IS 45.85 FEET NORTHWEST OF THE STATION.
 OS0735'
 OS0735'A 4-FOOT STAND WAS USED ON THIS STATION AND ALL STATIONS WERE
 OS0735'VISIBLE FROM GROUND.
 OS0735'
 OS0735'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0735'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0720 ***********************************************************************
 PS0720  DESIGNATION -  CEDAR RIVER
 PS0720  PID         -  PS0720
 PS0720  STATE/COUNTY-  SD/LYMAN
 PS0720  COUNTRY     -  US
 PS0720  USGS QUAD   -  JOE CREEK SW (2017)
 PS0720
 PS0720                         *CURRENT SURVEY CONTROL
 PS0720  ______________________________________________________________________
 PS0720* NAD 83(1996) POSITION- 44 05 45.01731(N) 099 54 30.08368(W)   ADJUSTED
 PS0720* NAVD 88 ORTHO HEIGHT -   598.37  (+/-2cm)     1963.2   (feet) VERTCON3
 PS0720  ______________________________________________________________________
 PS0720  GEOID HEIGHT    -        -24.284 (meters)                     GEOID18
 PS0720  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 PS0720  HORZ ORDER      -  SECOND
 PS0720  VERT ORDER      -  THIRD ? (See Below)
 PS0720
 PS0720.The horizontal coordinates were established by classical geodetic methods
 PS0720.and adjusted by the National Geodetic Survey in January 1998.
 PS0720
 PS0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0720
 PS0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0720.GEOID18 height accuracy estimate available here.
 PS0720
 PS0720.The vertical order pertains to the NGVD 29 superseded value.
 PS0720
 PS0720.Click photographs - Photos may exist for this station.
 PS0720
 PS0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0720
 PS0720. The following values were computed from the NAD 83(1996) position.
 PS0720
 PS0720;                    North         East     Units Scale Factor Converg.
 PS0720;SPC SD S     -   195,890.163   634,028.715   MT  0.99994156   +0 17 35.4
 PS0720;SPC SD S     -   642,682.98  2,080,142.54   sFT  0.99994156   +0 17 35.4
 PS0720;UTM  14      - 4,882,918.546   427,290.548   MT  0.99966502   -0 37 55.6
 PS0720
 PS0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0720!SPC SD S     -   0.99990999  x   0.99994156  =   0.99985155
 PS0720!UTM  14      -   0.99990999  x   0.99966502  =   0.99957504
 PS0720
 PS0720:                Primary Azimuth Mark                     Grid Az
 PS0720:SPC SD S     -  CEDAR RIVER AZ MK                        121 21 24.0
 PS0720:UTM  14      -  CEDAR RIVER AZ MK                        122 16 55.0
 PS0720
 PS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2729082918(NAD 83)
 PS0720
 PS0720|---------------------------------------------------------------------|
 PS0720| PID    Reference Object                     Distance      Geod. Az  |
 PS0720|                                                           dddmmss.s |
 PS0720| CO5362 CEDAR RIVER AZ MK                                  1213859.4 |
 PS0720| CO5363 CEDAR RIVER RM 1                     28.556 METERS 16251     |
 PS0720| CO5364 CEDAR RIVER RM 2                     25.778 METERS 29341     |
 PS0720|---------------------------------------------------------------------|
 PS0720
 PS0720                          SUPERSEDED SURVEY CONTROL
 PS0720
 PS0720  NAD 83(1986)-  44 05 45.01462(N)    099 54 30.08798(W) AD(       ) 2
 PS0720  NAD 27      -  44 05 45.06000(N)    099 54 28.66000(W) AD(       ) 2
 PS0720  MORC        -  44 05 42.40000(N)    099 54 28.06000(W) AD(       ) 3
 PS0720  NGVD 29             598.02   (m)         1962.0    (f) LEVELING    3  
 PS0720
 PS0720.Superseded values are not recommended for survey control.
 PS0720
 PS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0720.See file dsdata.pdf to determine how the superseded data were derived.
 PS0720
 PS0720_MARKER: P = PIPE CAP
 PS0720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PS0720_MARK LOGO: MORC
 PS0720_MAGNETIC: P = MARKER IS A STEEL PIPE
 PS0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0720
 PS0720  HISTORY     - Date     Condition        Report By
 PS0720  HISTORY     - 1889     MONUMENTED       MORC
 PS0720  HISTORY     - 1963     GOOD             USDA
 PS0720
 PS0720                          STATION DESCRIPTION
 PS0720
 PS0720'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (MEW)
 PS0720'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF, AND ABOUT 2 MILES
 PS0720'WEST OF KENNEBEC, AND ABOUT 1-1/2 MILES SOUTHWEST OF THE MISSOURI
 PS0720'RIVER AT ITS NEAREST POINT.  IT IS ON A SMALL KNOLL (CENTER 1 OF
 PS0720'3) ON TOP OF A LONG, HIGH RIDGE.  IT IS 36 FEET NORTHEAST OF OF
 PS0720'THE CENTERLINE OF A DIM TRACK ROAD, AND 6 FEET EAST-SOUTHEAST OF A
 PS0720'WITNESS POST.  IT IS A 4 INCH IRON PIPE WHICH PROJECTS 8
 PS0720'INCHES AND HAS A MISSOURI RIVER COMMISSION TRIANGULATION
 PS0720'STATION CAP SET ON THE TOP.
 PS0720'
 PS0720'REFERENCE MARK NO. 1 IS 93.69 FEET SOUTH OF, AND ABOUT 3 FEET
 PS0720'LOWER THAN THE STATION.  THE DISK IS STAMPED CEDAR RIVER MO RC
 PS0720'1948 AND PROJECTS 6 INCHES.
 PS0720'
 PS0720'REFERENCE MARK NO. 2 IS 84.58 FEET WEST OF THE STATION, 13 FEET
 PS0720'NORTHEAST OF THE TRACK ROAD, AND IS ABOUT THE SAME ELEVATION AS
 PS0720'THE STATION.  THE DISK IS STAMPED CEDAR RIVER MO RC 1948 AND
 PS0720'PROJECTS 6 INCHES.
 PS0720'
 PS0720'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION,
 PS0720'20 FEET SOUTH OF THE CENTER LINE OF THE DIM TRACK ROAD, AND 4
 PS0720'FEET SOUTHEAST OF A WITNESS POST.  THE DISK IS STAMPED CEDAR
 PS0720'RIVER MO RC 1948 AND PROJECTS 3 INCHES.
 PS0720'
 PS0720'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK WEST OF THE
 PS0720'DEPOT, IN KENNEBEC, GO WEST ON U.S. HIGHWAY 16 FOR 0.1 MILE TO A
 PS0720'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 12.25 MILES TO A
 PS0720'T INTERSECTION.  TURN LEFT AND GO WEST FOR 1.0 MILE, TURN RIGHT
 PS0720'AND GO NORTH FOR 1.0 MILE, THENCE TURN LEFT AND GO WEST FOR 0.5
 PS0720'MILE TO WHERE THE MAIN ROAD TURNS RIGHT AGAIN.  HERE KEEP
 PS0720'STRAIGHT AHEAD, ABOUT 100 FEET, TO A WIRE GATE.  PASS THRU THE
 PS0720'GATE AND GO WEST ON A DIM TRACK ROAD FOR 0.4 MILE TO THE
 PS0720'TOP OF THE FIRST KNOLL AND THE AZIMUTH MARK ON THE LEFT.
 PS0720'CONTINUE WEST AND NORTHWEST FOR 0.3 MILE TO THE TOP OF THE
 PS0720'CENTER KNOLL AND THE STATION AS DESCRIBED.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT LA ROCHE 1934 IS VISIBLE FROM THE GROUND.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT CHAPELLE IS VISIBLE FROM THE GROUND.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT GREY IS VISIBLE FROM THE GROUND.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT JOE IS VISIBLE FROM THE GROUND.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT KEN IS VISIBLE FROM THE GROUND.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT BRULE IS VISIBLE FROM THE GROUND.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT TWIN BUTTE IS VISIBLE AT 37 FEET.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT PRESHO 1924 IS VISIBLE AT 20 FEET.
 PS0720'
 PS0720'A 4 FOOT SIGNAL AT EHLERS 1934 IS VISIBLE FROM THE GROUND.
 PS0720'
 PS0720'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PS0720
 PS0720                          STATION RECOVERY (1963)
 PS0720
 PS0720'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1963 (AWH)
 PS0720'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0183 ***********************************************************************
 QT0183  DESIGNATION -  CEDAR RM 3
 QT0183  PID         -  QT0183
 QT0183  STATE/COUNTY-  SD/MEADE
 QT0183  COUNTRY     -  US
 QT0183  USGS QUAD   -  CEDAR CANYON (2017)
 QT0183
 QT0183                         *CURRENT SURVEY CONTROL
 QT0183  ______________________________________________________________________
 QT0183* NAD 83(1986) POSITION- 45 01 31.04   (N) 102 39 06.82   (W)   HD_HELD1
 QT0183* NAVD 88 ORTHO HEIGHT -   931.374 (meters)     3055.68  (feet) ADJUSTED
 QT0183  ______________________________________________________________________
 QT0183  GEOID HEIGHT    -        -17.887 (meters)                     GEOID18
 QT0183  DYNAMIC HEIGHT  -        931.166 (meters)     3055.00  (feet) COMP
 QT0183  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 QT0183
 QT0183  VERT ORDER      -  FIRST     CLASS II
 QT0183
 QT0183.The horizontal coordinates were determined by differentially corrected
 QT0183.hand held GPS observations or other comparable positioning techniques
 QT0183.and have an estimated accuracy of +/- 3 meters.
 QT0183
 QT0183.The orthometric height was determined by differential leveling and
 QT0183.adjusted by the NATIONAL GEODETIC SURVEY
 QT0183.in June 1991.
 QT0183
 QT0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0183.GEOID18 height accuracy estimate available here.
 QT0183
 QT0183.Click photographs - Photos may exist for this station.
 QT0183
 QT0183.The dynamic height is computed by dividing the NAVD 88
 QT0183.geopotential number by the normal gravity value computed on the
 QT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0183.degrees latitude (g = 980.6199 gals.).
 QT0183
 QT0183.The modeled gravity was interpolated from observed gravity values.
 QT0183
 QT0183;                    North         East    Units  Estimated Accuracy
 QT0183;SPC SD N     -   135,875.5     391,048.6     MT  (+/- 3 meters HH1 GPS) 
 QT0183
 QT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8498588441(NAD 83)
 QT0183
 QT0183                          SUPERSEDED SURVEY CONTROL
 QT0183
 QT0183  NGVD 29 (??/??/92)  930.898  (m)         3054.12   (f) ADJ UNCH    1 2
 QT0183
 QT0183.Superseded values are not recommended for survey control.
 QT0183
 QT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0183.See file dsdata.pdf to determine how the superseded data were derived.
 QT0183
 QT0183_MARKER: DR = REFERENCE MARK DISK
 QT0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0183_STAMPING: CEDAR NO 3 1938
 QT0183_MARK LOGO: CGS
 QT0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0183+STABILITY: SURFACE MOTION
 QT0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0183+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0183
 QT0183  HISTORY     - Date     Condition        Report By
 QT0183  HISTORY     - 1962     MONUMENTED       CGS
 QT0183  HISTORY     - 1962     GOOD             CGS
 QT0183  HISTORY     - 1966     GOOD             CGS
 QT0183  HISTORY     - 19960425 GOOD             NGS
 QT0183
 QT0183                          STATION DESCRIPTION
 QT0183
 QT0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0183'3.1 MI W FROM MAURINE.
 QT0183'2.9 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0183'THENCE 0.2 MILE NORTH ALONG A FENCE LINE, ABOUT 0.15 MILE
 QT0183'NORTH-NORTHWEST OF PRAIRIE HOME CHURCH, ON THE FIRST KNOLL
 QT0183'NORTH OF THE HIGHWAY, 16.8 FEET SOUTH-SOUTHWEST OF THE STATION,
 QT0183'0.5 FOOT EAST OF THE FENCE, 28.5 FEET SOUTH OF R.M. 4, 10.5 FEET
 QT0183'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH R.M. 4, AND SET IN THE
 QT0183'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QT0183
 QT0183                          STATION RECOVERY (1966)
 QT0183
 QT0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0183'RECOVERED IN GOOD CONDITION.
 QT0183
 QT0183                          STATION RECOVERY (1996)
 QT0183
 QT0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0183'18.2 KM (11.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0183'OFFICE IN MUD BUTTE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A FENCE
 QT0183'ON THE WEST SIDE OF PRAIRIE HOME CHURCH, 5.0 M (16.4 FT) SOUTH OF
 QT0183'TRIANGULATION STATION CEDAR, 3.3 M (10.8 FT) SOUTH OF A WITNESS POST,
 QT0183'0.1 M (0.3 FT) EAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 QT0183'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0185 ***********************************************************************
 QT0185  DESIGNATION -  CEDAR RM 4
 QT0185  PID         -  QT0185
 QT0185  STATE/COUNTY-  SD/MEADE
 QT0185  COUNTRY     -  US
 QT0185  USGS QUAD   -  CEDAR CANYON (2017)
 QT0185
 QT0185                         *CURRENT SURVEY CONTROL
 QT0185  ______________________________________________________________________
 QT0185* NAD 83(1986) POSITION- 45 01 31.31   (N) 102 39 06.84   (W)   HD_HELD1
 QT0185* NAVD 88 ORTHO HEIGHT -   931.388 (meters)     3055.73  (feet) ADJUSTED
 QT0185  ______________________________________________________________________
 QT0185  GEOID HEIGHT    -        -17.887 (meters)                     GEOID18
 QT0185  DYNAMIC HEIGHT  -        931.180 (meters)     3055.05  (feet) COMP
 QT0185  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 QT0185
 QT0185  VERT ORDER      -  FIRST     CLASS II
 QT0185
 QT0185.The horizontal coordinates were determined by differentially corrected
 QT0185.hand held GPS observations or other comparable positioning techniques
 QT0185.and have an estimated accuracy of +/- 3 meters.
 QT0185
 QT0185.The orthometric height was determined by differential leveling and
 QT0185.adjusted by the NATIONAL GEODETIC SURVEY
 QT0185.in July 1998.
 QT0185
 QT0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0185.GEOID18 height accuracy estimate available here.
 QT0185
 QT0185.Click photographs - Photos may exist for this station.
 QT0185
 QT0185.The dynamic height is computed by dividing the NAVD 88
 QT0185.geopotential number by the normal gravity value computed on the
 QT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0185.degrees latitude (g = 980.6199 gals.).
 QT0185
 QT0185.The modeled gravity was interpolated from observed gravity values.
 QT0185
 QT0185;                    North         East    Units  Estimated Accuracy
 QT0185;SPC SD N     -   135,883.9     391,048.4     MT  (+/- 3 meters HH1 GPS) 
 QT0185
 QT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8498488450(NAD 83)
 QT0185
 QT0185                          SUPERSEDED SURVEY CONTROL
 QT0185
 QT0185  NAVD 88 (06/15/91)  931.355  (m)         3055.62   (f) SUPERSEDED  1 2
 QT0185  NGVD 29 (??/??/92)  930.879  (m)         3054.06   (f) ADJ UNCH    1 2
 QT0185
 QT0185.Superseded values are not recommended for survey control.
 QT0185
 QT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0185.See file dsdata.pdf to determine how the superseded data were derived.
 QT0185
 QT0185_MARKER: DR = REFERENCE MARK DISK
 QT0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0185_STAMPING: CEDAR NO 4 1938
 QT0185_MARK LOGO: CGS
 QT0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0185+STABILITY: SURFACE MOTION
 QT0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0185+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0185
 QT0185  HISTORY     - Date     Condition        Report By
 QT0185  HISTORY     - 1962     MONUMENTED       CGS
 QT0185  HISTORY     - 1962     GOOD             CGS
 QT0185  HISTORY     - 1966     GOOD             CGS
 QT0185  HISTORY     - 19960425 GOOD             NGS
 QT0185
 QT0185                          STATION DESCRIPTION
 QT0185
 QT0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0185'3.1 MI W FROM MAURINE.
 QT0185'2.9 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0185'THENCE 0.2 MILE NORTH ALONG A FENCE LINE, ABOUT 0.15 MILE
 QT0185'NORTH-NORTHWEST OF PRAIRIE HOME CHURCH, ON THE FIRST KNOLL NORTH
 QT0185'OF THE HIGHWAY, 28.5 FEET NORTH OF R.M. 3, 0.4 FOOT WEST OF THE
 QT0185'FENCE, 18.0 FEET NORTH OF A WITNESS POST, 12.8 FEET NORTHWEST
 QT0185'OF THE STATION, ABOUT LEVEL WITH R.M. 3, AND SET IN THE TOP OF A
 QT0185'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QT0185
 QT0185                          STATION RECOVERY (1966)
 QT0185
 QT0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0185'RECOVERED IN GOOD CONDITION.
 QT0185
 QT0185                          STATION RECOVERY (1996)
 QT0185
 QT0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0185'18.2 KM (11.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0185'OFFICE IN MUD BUTTE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A FENCE
 QT0185'ON THE WEST SIDE OF PRAIRIE HOME CHURCH, 5.2 M (17.1 FT) NORTH OF A
 QT0185'WITNESS POST, 3.9 M (12.8 FT) NORTH OF TRIANGULATION STATION CEDAR,
 QT0185'3.3 M (10.8 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A
 QT0185'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0676 ***********************************************************************
 OS0676  DESIGNATION -  CEMETARY
 OS0676  PID         -  OS0676
 OS0676  STATE/COUNTY-  SD/MELLETTE
 OS0676  COUNTRY     -  US
 OS0676  USGS QUAD   -  BADNATION (2017)
 OS0676
 OS0676                         *CURRENT SURVEY CONTROL
 OS0676  ______________________________________________________________________
 OS0676* NAD 83(1996) POSITION- 43 39 46.51699(N) 100 17 32.87945(W)   ADJUSTED
 OS0676* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 OS0676  ______________________________________________________________________
 OS0676  GEOID HEIGHT    -        -24.986 (meters)                     GEOID18
 OS0676  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 OS0676  HORZ ORDER      -  FIRST
 OS0676
 OS0676.The horizontal coordinates were established by classical geodetic methods
 OS0676.and adjusted by the National Geodetic Survey in January 1998.
 OS0676
 OS0676.The orthometric height was scaled from a topographic map.
 OS0676
 OS0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0676.GEOID18 height accuracy estimate available here.
 OS0676
 OS0676.Click photographs - Photos may exist for this station.
 OS0676
 OS0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0676
 OS0676. The following values were computed from the NAD 83(1996) position.
 OS0676
 OS0676;                    North         East     Units Scale Factor Converg.
 OS0676;SPC SD S     -   147,706.450   603,295.966   MT  0.99990717   +0 01 41.5
 OS0676;SPC SD S     -   484,600.24  1,979,313.52   sFT  0.99990717   +0 01 41.5
 OS0676;UTM  14      - 4,835,246.918   395,792.365   MT  0.99973357   -0 53 32.7
 OS0676
 OS0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0676!SPC SD S     -   0.99990774  x   0.99990717  =   0.99981492
 OS0676!UTM  14      -   0.99990774  x   0.99973357  =   0.99964133
 OS0676
 OS0676:                Primary Azimuth Mark                     Grid Az
 OS0676:SPC SD S     -  CEMETARY AZ MK                           169 28 39.3
 OS0676:UTM  14      -  CEMETARY AZ MK                           170 23 53.5
 OS0676
 OS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9579235246(NAD 83)
 OS0676
 OS0676|---------------------------------------------------------------------|
 OS0676| PID    Reference Object                     Distance      Geod. Az  |
 OS0676|                                                           dddmmss.s |
 OS0676| CO2820 CEMETARY RM 1                         9.357 METERS 00127     |
 OS0676| OS0672 CONGREGATIONAL CH CUP CROSS         APPROX. 1.3 KM 0713218.4 |
 OS0676| CO2819 CEMETARY AZ MK                                     1693020.8 |
 OS0676| CO2821 CEMETARY RM 2                         9.510 METERS 25440     |
 OS0676|---------------------------------------------------------------------|
 OS0676
 OS0676                          SUPERSEDED SURVEY CONTROL
 OS0676
 OS0676  NAD 83(1995)-  43 39 46.51320(N)    100 17 32.88587(W) AD(       ) 1
 OS0676  NAD 83(1986)-  43 39 46.51265(N)    100 17 32.89169(W) AD(       ) 1
 OS0676  NAD 27      -  43 39 46.54100(N)    100 17 31.40700(W) AD(       ) 1
 OS0676
 OS0676.Superseded values are not recommended for survey control.
 OS0676
 OS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0676.See file dsdata.pdf to determine how the superseded data were derived.
 OS0676
 OS0676_MARKER: DS = TRIANGULATION STATION DISK
 OS0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0676_STAMPING: CEMETARY 1936
 OS0676_MARK LOGO: CGS
 OS0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0676+STABILITY: SURFACE MOTION
 OS0676
 OS0676  HISTORY     - Date     Condition        Report By
 OS0676  HISTORY     - 1936     MONUMENTED       CGS
 OS0676
 OS0676                          STATION DESCRIPTION
 OS0676
 OS0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0676'STATION IS ABOUT 14 MILES NORTH-NORTHEAST OF WOOD, S. DAK.,
 OS0676'AT SOUTHWEST CORNER OF SMALL CEMETERY, ABOUT 0.6 MILE NORTH OF
 OS0676'SMALL CHURCH.
 OS0676'
 OS0676'REACHED FROM BRAVE STORE ON STATE HIGHWAY 53 (STORE IS 11.2
 OS0676'MILES NORTH OF INTERSECTION OF STATE HIGHWAYS 40 AND 53) BY
 OS0676'GOING EAST ON STATE 53 FOR 3.0 MILES, CONTINUE EAST ON DIRT ROAD,
 OS0676'WHERE STATE 53 TURNS NORTH, AND GO 1.1 MILES TO DIM ROAD LEADING
 OS0676'NORTH (JUST OPPOSITE SMALL CHURCH), TURN NORTH AND GO 0.6 MILE
 OS0676'TO END OF LANE AND GATE, PASS THROUGH GATE AND GO AROUND OUTSIDE
 OS0676'OF CEMETERY 0.2 MILE TO SOUTHWEST CORNER AND MARK, 6 FEET NORTH
 OS0676'OF EAST-WEST FENCE, 7 FEET WEST OF NORTH-SOUTH FENCE.  MARK
 OS0676'PROJECTS ABOUT 4 INCHES.
 OS0676'
 OS0676'REFERENCE MARK NO. 1 IS NORTH OF STATION IN NORTH-SOUTH FENCE
 OS0676'AROUND CEMETERY.  MARK PROJECTS 3 INCHES.
 OS0676'
 OS0676'REFERENCE MARK NO. 2 IS WEST OF STATION IN EAST-WEST FENCE LINE.
 OS0676'MARK PROJECTS 3 INCHES.
 OS0676'
 OS0676'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF STATION, 35
 OS0676'PACES EAST-SOUTHEAST OF FENCE CORNER, 31 PACES WEST OF WEST
 OS0676'FACE OF CHURCH, 13 PACES EAST OF CENTERLINE OF ROAD.  MARK
 OS0676'PROJECTS 4 INCHES.
 OS0676'
 OS0676'ALL LINES VISIBLE FROM A 4-FOOT STAND.
 OS0676'
 OS0676'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0676'BRONZE DISKS SET AS DESCRIBED.
 OS0676'
 OS0676'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1133 ***********************************************************************
 PT1133  DESIGNATION -  CEMETERY
 PT1133  PID         -  PT1133
 PT1133  STATE/COUNTY-  SD/HAAKON
 PT1133  COUNTRY     -  US
 PT1133  USGS QUAD   -  NOWLIN (2017)
 PT1133
 PT1133                         *CURRENT SURVEY CONTROL
 PT1133  ______________________________________________________________________
 PT1133* NAD 83(1996) POSITION- 44 04 01.94232(N) 101 18 42.63095(W)   ADJUSTED
 PT1133* NAVD 88 ORTHO HEIGHT -   639.    (meters)     2096.    (feet) SCALED
 PT1133  ______________________________________________________________________
 PT1133  GEOID HEIGHT    -        -22.371 (meters)                     GEOID18
 PT1133  LAPLACE CORR    -         -8.20  (seconds)                    DEFLEC18
 PT1133  HORZ ORDER      -  THIRD
 PT1133
 PT1133.The horizontal coordinates were established by classical geodetic methods
 PT1133.and adjusted by the National Geodetic Survey in January 1998.
 PT1133
 PT1133.The orthometric height was scaled from a topographic map.
 PT1133
 PT1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1133.GEOID18 height accuracy estimate available here.
 PT1133
 PT1133.Click photographs - Photos may exist for this station.
 PT1133
 PT1133.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1133
 PT1133. The following values were computed from the NAD 83(1996) position.
 PT1133
 PT1133;                    North         East     Units Scale Factor Converg.
 PT1133;SPC SD S     -   193,083.652   521,612.906   MT  0.99993752   -0 40 30.1
 PT1133;SPC SD S     -   633,475.28  1,711,325.01   sFT  0.99993752   -0 40 30.1
 PT1133;UTM  14      - 4,881,935.871   314,857.765   MT  1.00002160   -1 36 30.0
 PT1133
 PT1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1133!SPC SD S     -   0.99990325  x   0.99993752  =   0.99984077
 PT1133!UTM  14      -   0.99990325  x   1.00002160  =   0.99992485
 PT1133
 PT1133:                Primary Azimuth Mark                     Grid Az
 PT1133:SPC SD S     -  CEMETERY AZ MK                           092 17 22.9
 PT1133:UTM  14      -  CEMETERY AZ MK                           093 13 22.8
 PT1133
 PT1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1485781935(NAD 83)
 PT1133
 PT1133|---------------------------------------------------------------------|
 PT1133| PID    Reference Object                     Distance      Geod. Az  |
 PT1133|                                                           dddmmss.s |
 PT1133| CP8983 CEMETERY RM 1                        15.710 METERS 07541     |
 PT1133| CP8982 CEMETERY AZ MK                                     0913652.8 |
 PT1133| CP8984 CEMETERY RM 2                        15.490 METERS 28439     |
 PT1133|---------------------------------------------------------------------|
 PT1133
 PT1133                          SUPERSEDED SURVEY CONTROL
 PT1133
 PT1133  NAD 83(1986)-  44 04 01.93530(N)    101 18 42.63367(W) AD(       ) 3
 PT1133  NAD 27      -  44 04 01.98340(N)    101 18 41.12800(W) AD(       ) 3
 PT1133
 PT1133.Superseded values are not recommended for survey control.
 PT1133
 PT1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1133.See file dsdata.pdf to determine how the superseded data were derived.
 PT1133
 PT1133_MARKER: DS = TRIANGULATION STATION DISK
 PT1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1133_STAMPING: CEMETERY 1952
 PT1133_MARK LOGO: CGS
 PT1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1133+STABILITY: SURFACE MOTION
 PT1133
 PT1133  HISTORY     - Date     Condition        Report By
 PT1133  HISTORY     - 1952     MONUMENTED       CGS
 PT1133
 PT1133                          STATION DESCRIPTION
 PT1133
 PT1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1133'THE STATION IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14, IN
 PT1133'SECTION 2, T 1 N, R 24 E, ABOUT 1-1/4 MILES NORTH AND 1/2 MILE
 PT1133'WEST OF THE SMALL SETTLEMENT OF NOWLIN, 54 FEET SOUTHEAST OF THE
 PT1133'SOUTHEAST CORNER OF A SMALL CEMETERY, 37 FEET NORTH OF THE
 PT1133'CENTER OF THE HIGHWAY, 13 FEET SOUTH OF A WIRE FENCE, AND 8 FEET
 PT1133'SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 PT1133'
 PT1133'TO REACH THE STATION FROM THE POST OFFICE IN NOWLIN, GO NORTH
 PT1133'AND WEST ON A GRAVEL ROAD FOR 1.6 MILES TO U.S. HIGHWAY 14,
 PT1133'TURN LEFT (WEST) ON THE HIGHWAY AND GO 0.1 MILE TO THE STATION
 PT1133'ON THE RIGHT AS DESCRIBED.
 PT1133'
 PT1133'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 PT1133'HIGHWAY FOR 0.5 MILE TO THE MARK AS DESCRIBED BELOW.
 PT1133'
 PT1133'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PT1133'CEMETERY 1952.
 PT1133'
 PT1133'REFERENCE 1 IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY AND
 PT1133'1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 PT1133'THE DISK IS STAMPED CEMETERY NO 1 1952.
 PT1133'
 PT1133'REFERENCE MARK 2 IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY
 PT1133'AND 2 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES
 PT1133'AND THE DISK IS STAMPED CEMETERY NO 2 1952.
 PT1133'
 PT1133'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 PT1133'3 FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS POST AND 2 FEET
 PT1133'SOUTHWEST OF A GATE POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 PT1133'IS STAMPED CEMETERY 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0758 ***********************************************************************
 OQ0758  DESIGNATION -  CEMETERY 2
 OQ0758  PID         -  OQ0758
 OQ0758  STATE/COUNTY-  SD/MOODY
 OQ0758  COUNTRY     -  US
 OQ0758  USGS QUAD   -  DELL RAPIDS NE (2017)
 OQ0758
 OQ0758                         *CURRENT SURVEY CONTROL
 OQ0758  ______________________________________________________________________
 OQ0758* NAD 83(1996) POSITION- 43 56 07.21045(N) 096 34 11.79913(W)   ADJUSTED
 OQ0758* NAVD 88 ORTHO HEIGHT -   506.    (meters)     1660.    (feet) SCALED
 OQ0758  ______________________________________________________________________
 OQ0758  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 OQ0758  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 OQ0758  HORZ ORDER      -  SECOND
 OQ0758
 OQ0758.The horizontal coordinates were established by classical geodetic methods
 OQ0758.and adjusted by the National Geodetic Survey in January 1998.
 OQ0758
 OQ0758.The orthometric height was scaled from a topographic map.
 OQ0758
 OQ0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0758.GEOID18 height accuracy estimate available here.
 OQ0758
 OQ0758.Click photographs - Photos may exist for this station.
 OQ0758
 OQ0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0758
 OQ0758. The following values were computed from the NAD 83(1996) position.
 OQ0758
 OQ0758;                    North         East     Units Scale Factor Converg.
 OQ0758;SPC SD S     -   184,814.909   902,047.843   MT  0.99992214   +2 35 46.3
 OQ0758;SPC SD S     -   606,346.91  2,959,468.63   sFT  0.99992214   +2 35 46.3
 OQ0758;UTM  14      - 4,867,561.513   695,041.300   MT  1.00006790   +1 41 11.8
 OQ0758
 OQ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0758!SPC SD S     -   0.99992471  x   0.99992214  =   0.99984686
 OQ0758!UTM  14      -   0.99992471  x   1.00006790  =   0.99999261
 OQ0758
 OQ0758:                Primary Azimuth Mark                     Grid Az
 OQ0758:SPC SD S     -  CEMETERY AZ MK                           164 52 21.8
 OQ0758:UTM  14      -  CEMETERY AZ MK                           165 46 56.3
 OQ0758
 OQ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9504167561(NAD 83)
 OQ0758
 OQ0758|---------------------------------------------------------------------|
 OQ0758| PID    Reference Object                     Distance      Geod. Az  |
 OQ0758|                                                           dddmmss.s |
 OQ0758| CO2826 CEMETERY 2 RM 3                      49.923 METERS 11739     |
 OQ0758| CO2822 CEMETERY AZ MK                                     1672808.1 |
 OQ0758| OQ0759 CEMETERY                              4.639 METERS 19356     |
 OQ0758| CO2827 CEMETERY 2 RM 4                      36.417 METERS 23107     |
 OQ0758|---------------------------------------------------------------------|
 OQ0758
 OQ0758                          SUPERSEDED SURVEY CONTROL
 OQ0758
 OQ0758  NAD 83(1986)-  43 56 07.21254(N)    096 34 11.77847(W) AD(       ) 2
 OQ0758  NAD 27      -  43 56 07.31300(N)    096 34 10.61500(W) AD(       ) 2
 OQ0758
 OQ0758.Superseded values are not recommended for survey control.
 OQ0758
 OQ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0758.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0758
 OQ0758_MARKER: DS = TRIANGULATION STATION DISK
 OQ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0758_STAMPING: CEMETERY 2 1949
 OQ0758_MARK LOGO: CGS
 OQ0758_PROJECTION: RECESSED 30 CENTIMETERS
 OQ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0758+STABILITY: SURFACE MOTION
 OQ0758
 OQ0758  HISTORY     - Date     Condition        Report By
 OQ0758  HISTORY     - 1949     MONUMENTED       CGS
 OQ0758
 OQ0758                          STATION DESCRIPTION
 OQ0758
 OQ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0758'STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHEAST OF FLANDREAU
 OQ0758'AND ABOUT 5 MILES EAST NORTHEAST OF TRENT IN A CULTIVATED
 OQ0758'FIELD.  STATION IS 45 FEET NORTH OF THE APPROXIMATE CENTERLINE
 OQ0758'OF GRAVEL ROAD AND 55 FEET WEST OF CEMETERY FENCE.  THE MARK
 OQ0758'IS ABOUT 1 FOOT UNDERGROUND AND THE DISK IS STAMPED CEMETERY
 OQ0758'2 1949.
 OQ0758'
 OQ0758'REFERENCE MARK NO. 3 IS 31 FEET SOUTH OF THE APPROXIMATE
 OQ0758'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT
 OQ0758'4 INCHES AND THE DISK IS STAMPED CEMETERY 2 NO 3 1949.
 OQ0758'
 OQ0758'REFERENCE MARK NO. 4 IS 31 FEET SOUTH OF THE APPROXIMATE
 OQ0758'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT
 OQ0758'4 INCHES AND THE DISK IS STAMPED CEMETERY 2 NO 4 1949.
 OQ0758'
 OQ0758'AZIMUTH MARK IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 OQ0758'ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 OQ0758'AND THE DISK IS STAMPED CEMETERY 1935.
 OQ0758'
 OQ0758'TO REACH FROM THE RAILROAD DEPOT IN TRENT GO EAST ON GRAVEL
 OQ0758'ROAD FOR 4.4 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH
 OQ0758'FOR 1.35 MILES TO AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD
 OQ0758'AS DESCRIBED.  CONTINUE NORTH FOR 0.65 MILE TO CROSSROADS.
 OQ0758'TURN LEFT AND GO WEST FOR 0.15 MILE TO STATION ON RIGHT OR
 OQ0758'NORTH SIDE OF ROAD AS DESCRIBED.
 OQ0758'
 OQ0758'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1042 ***********************************************************************
 PT1042  DESIGNATION -  CEMETERY AZ MK
 PT1042  PID         -  PT1042
 PT1042  STATE/COUNTY-  SD/HUGHES
 PT1042  COUNTRY     -  US
 PT1042  USGS QUAD   -  PIERRE (2017)
 PT1042
 PT1042                         *CURRENT SURVEY CONTROL
 PT1042  ______________________________________________________________________
 PT1042* NAD 83(1996) POSITION- 44 21 41.77983(N) 100 18 44.57840(W)   NO CHECK
 PT1042* NAVD 88 ORTHO HEIGHT -   470.8   (meters)     1545.    (feet) VERTCON3
 PT1042  ______________________________________________________________________
 PT1042  GEOID HEIGHT    -        -23.484 (meters)                     GEOID18
 PT1042  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 PT1042  HORZ ORDER      -  THIRD
 PT1042
 PT1042.The horizontal coordinates were established by classical geodetic methods
 PT1042.and adjusted by the National Geodetic Survey in January 1998.
 PT1042
 PT1042.No horizontal observational check was made to the station.
 PT1042
 PT1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1042
 PT1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1042.GEOID18 height accuracy estimate available here.
 PT1042
 PT1042.Click photographs - Photos may exist for this station.
 PT1042
 PT1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1042
 PT1042. The following values were computed from the NAD 83(1996) position.
 PT1042
 PT1042;                    North         East     Units Scale Factor Converg.
 PT1042;SPC SD S     -   225,333.461   601,670.101   MT  0.99999106   +0 00 52.0
 PT1042;SPC SD S     -   739,281.53  1,973,979.32   sFT  0.99999106   +0 00 52.0
 PT1042;UTM  14      - 4,912,874.334   395,421.801   MT  0.99973450   -0 55 03.6
 PT1042
 PT1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1042!SPC SD S     -   0.99992987  x   0.99999106  =   0.99992093
 PT1042!UTM  14      -   0.99992987  x   0.99973450  =   0.99966439
 PT1042
 PT1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9542112874(NAD 83)
 PT1042
 PT1042                          SUPERSEDED SURVEY CONTROL
 PT1042
 PT1042  NAD 83(1986)-  44 21 41.78152(N)    100 18 44.57394(W) AD(       ) 3
 PT1042  NAD 27      -  44 21 41.84162(N)    100 18 43.09074(W) AD(       ) 3
 PT1042  NGVD 29 (07/19/86)  470.4    (m)         1543.     (f) VERT ANG       
 PT1042
 PT1042.Superseded values are not recommended for survey control.
 PT1042
 PT1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1042.See file dsdata.pdf to determine how the superseded data were derived.
 PT1042
 PT1042_MARKER: DZ = AZIMUTH MARK DISK
 PT1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1042_STAMPING: CEMETERY MORC 1889 1976
 PT1042_MARK LOGO: NGS
 PT1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1042+STABILITY: SURFACE MOTION
 PT1042
 PT1042  HISTORY     - Date     Condition        Report By
 PT1042  HISTORY     - 1976     MONUMENTED       NGS
 PT1042  HISTORY     - 19941121 MARK NOT FOUND   NGS
 PT1042
 PT1042                          STATION DESCRIPTION
 PT1042
 PT1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT1042'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1032 ***********************************************************************
 PT1032  DESIGNATION -  CEMETERY RESET
 PT1032  PID         -  PT1032
 PT1032  STATE/COUNTY-  SD/HUGHES
 PT1032  COUNTRY     -  US
 PT1032  USGS QUAD   -  PIERRE (2017)
 PT1032
 PT1032                         *CURRENT SURVEY CONTROL
 PT1032  ______________________________________________________________________
 PT1032* NAD 83(1996) POSITION- 44 21 57.36259(N) 100 18 21.40858(W)   ADJUSTED
 PT1032* NAVD 88 ORTHO HEIGHT -   530.281 (meters)     1739.76  (feet) ADJUSTED
 PT1032  ______________________________________________________________________
 PT1032  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 PT1032  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 PT1032  DYNAMIC HEIGHT  -        530.176 (meters)     1739.42  (feet) COMP
 PT1032  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 PT1032
 PT1032  HORZ ORDER      -  SECOND
 PT1032  VERT ORDER      -  FIRST     CLASS II
 PT1032
 PT1032.The horizontal coordinates were established by classical geodetic methods
 PT1032.and adjusted by the National Geodetic Survey in January 1998.
 PT1032
 PT1032.The orthometric height was determined by differential leveling and
 PT1032.adjusted by the NATIONAL GEODETIC SURVEY
 PT1032.in October 1997.
 PT1032
 PT1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1032.GEOID18 height accuracy estimate available here.
 PT1032
 PT1032.Click photographs - Photos may exist for this station.
 PT1032
 PT1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1032
 PT1032.The dynamic height is computed by dividing the NAVD 88
 PT1032.geopotential number by the normal gravity value computed on the
 PT1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1032.degrees latitude (g = 980.6199 gals.).
 PT1032
 PT1032.The modeled gravity was interpolated from observed gravity values.
 PT1032
 PT1032. The following values were computed from the NAD 83(1996) position.
 PT1032
 PT1032;                    North         East     Units Scale Factor Converg.
 PT1032;SPC SD S     -   225,814.591   602,183.004   MT  0.99999204   +0 01 08.0
 PT1032;SPC SD S     -   740,860.04  1,975,662.07   sFT  0.99999204   +0 01 08.0
 PT1032;UTM  14      - 4,913,346.935   395,942.329   MT  0.99973316   -0 54 47.7
 PT1032
 PT1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1032!SPC SD S     -   0.99992054  x   0.99999204  =   0.99991258
 PT1032!UTM  14      -   0.99992054  x   0.99973316  =   0.99965372
 PT1032
 PT1032:                Primary Azimuth Mark                     Grid Az
 PT1032:SPC SD S     -  CEMETERY AZ MK                           226 49 50.9
 PT1032:UTM  14      -  CEMETERY AZ MK                           227 45 46.6
 PT1032
 PT1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9594213346(NAD 83)
 PT1032
 PT1032|---------------------------------------------------------------------|
 PT1032| PID    Reference Object                     Distance      Geod. Az  |
 PT1032|                                                           dddmmss.s |
 PT1032| AB7530 CEMETERY RM 1                        21.606 METERS 08237     |
 PT1032| AB6180 CEMETERY RM 2                        17.850 METERS 16818     |
 PT1032| PT1042 CEMETERY AZ MK                      APPROX. 0.7 KM 2265058.9 |
 PT1032| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX. 3.2 KM 2721429.5 |
 PT1032|---------------------------------------------------------------------|
 PT1032
 PT1032                          SUPERSEDED SURVEY CONTROL
 PT1032
 PT1032  NAD 83(1986)-  44 21 57.35830(N)    100 18 21.41305(W) AD(       ) 2
 PT1032  NAD 27      -  44 21 57.41800(N)    100 18 19.93000(W) AD(       ) 2
 PT1032  MORC        -  44 21 54.71000(N)    100 18 19.73000(W) AD(       ) 3
 PT1032  NGVD 29 (07/19/86)  529.0    (m)         1736.     (f) VERT ANG       
 PT1032
 PT1032.Superseded values are not recommended for survey control.
 PT1032
 PT1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1032.See file dsdata.pdf to determine how the superseded data were derived.
 PT1032
 PT1032_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1032_STAMPING: CEMETERY MORC 1889 1976
 PT1032_MARK LOGO: NGS
 PT1032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1032+STABILITY: SURFACE MOTION
 PT1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1032+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT1032
 PT1032  HISTORY     - Date     Condition        Report By
 PT1032  HISTORY     - 1976     MONUMENTED       NGS
 PT1032  HISTORY     - 19820413 GOOD             NGS
 PT1032  HISTORY     - 19941121 GOOD             NGS
 PT1032  HISTORY     - 20130116 GOOD             INDIV
 PT1032
 PT1032                          STATION DESCRIPTION
 PT1032
 PT1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PT1032'THE SURFACE STATION MARK HAS BEEN DESTROYED, NO TRACE OF THE PIPE OR
 PT1032'MARK COULD BE FOUND.  THE UNDERGROUND STATION MARK WAS RECOVERED IN
 PT1032'GOOD CONDITION, IT WAS LEFT INTACT AS FOUND AND A NEW SURFACE STATION
 PT1032'MARK WAS PLUMBED OVER IT.  REFERENCE MARKS NO. 1 AND NO. 2, AND AN
 PT1032'AZIMUTH MARK WERE SET.  A NEW DESCRIPTION FOLLOWS.
 PT1032'
 PT1032'THE STATION IS LOCATED IN THE NORTHEAST PART OF PIERRE, ABOUT 0.25
 PT1032'MILE NORTH OF RIVERSIDE CEMETERY, 0.5 MILE NORTHEAST OF THE STATE
 PT1032'HIGHWAY DEPARTMENT RESIDENT ENGINEERS OFFICE AND THE HIGHWAY
 PT1032'MAINTENANCE YARD, AND 1.25 MILES EAST OF THE STATE CAPITOL, ALONG THE
 PT1032'SOUTHWEST PART OF THE TOP OF A RIDGE, IN PASTURE LAND NEAR A
 PT1032'CULTIVATED FIELD ON PROPERTY OF MR. A.B. TYLER AND FARMED BY MR. LYNN
 PT1032'METZINGER.
 PT1032'
 PT1032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND TRUCK
 PT1032'ROUTE U.S. HIGHWAYS 14 AND 83, GO EAST ON HIGHWAY 34 FOR 0.25 MILE TO
 PT1032'A SIDE ROAD LEFT, TURN LEFT AND GO NORTH 0.25 MILE TO A SIDE ROAD
 PT1032'RIGHT LEADING TO THE RIVERSIDE CEMETERY, TURN RIGHT AND GO EAST 0.2
 PT1032'MILE INTO THE CEMETERY TO 1ST DRIVE ON THE LEFT, TURN LEFT ON 1ST
 PT1032'DRIVE AND GO NORTH 0.15 MILE TO THE NORTH EDGE OF THE CEMETERY AND
 PT1032'ETT.  PACK NORTH TO TOP OF HILL 0.25 MILE TO THE STATION AS DESCRIBED.
 PT1032'
 PT1032'TO REACH THE AZIMUTH MARK GO TO THE STATE HIGHWAY MAINTENANCE YARD
 PT1032'ALONG TRUCK ROUTE U.S. HIGHWAYS 14 AND 83, AND THE MARK IS IN THE
 PT1032'SOUTHEAST PART OF THE MAINTENANCE YARD.
 PT1032'
 PT1032'THE UNDERGROUND STATION MARK IS A FLAT, SQUARE, STONE MARK WITH A HOLE
 PT1032'DRILLED AT ITS CENTER, THE LETTERS US NEAR ONE EDGE AND A TRIANGLE AT
 PT1032'THE OPPOSITE SIDE OF THE STONE, AND IT IS SET 30-INCHES BELOW GROUND
 PT1032'LEVEL.
 PT1032'
 PT1032'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CEMETERY MORC 1889
 PT1032'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PT1032'GROUND.  THE MARKS ARE ON AN S CURVE RIDGE LEADING NORTH FROM THE
 PT1032'CEMETERY, 115 FEET SOUTH OF SOUTH EDGE OF A CULTIVATED FIELD AND NEAR
 PT1032'THE SOUTHWEST CORNER OF THE FIELD, 40 FEET EAST OF THE WEST SLOPE OF
 PT1032'THE RIDGE, AND 10 FEET WEST OF A DIM TRAIL.
 PT1032'
 PT1032'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CEMETERY MORC 1889 NO
 PT1032'1 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT1032'4-INCHES.  IT IS ON THE EAST SLOPE OF THE HILL, 116 FEET NORTHWEST OF
 PT1032'TWIN BOULDERS WHICH PROJECTS ABOUT 4-FEET, 95 FEET SOUTH OF THE SOUTH
 PT1032'EDGE OF THE FIELD, AND SURROUNDED BY A RING OF STONES.
 PT1032'
 PT1032'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CEMETERY MORC 1889 NO
 PT1032'2 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT1032'6-INCHES.  IT IS ALONG THE WEST SLOPE OF THE HILL, 15 FEET WEST OF THE
 PT1032'DIM TRAIL, AND SURROUNDED BY A RING OF STONES.
 PT1032'
 PT1032'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEMETERY MORC 1889 1976,
 PT1032'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 PT1032'IT IS 234 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE STEEL
 PT1032'TRUCK STORAGE BUILDING, 210 FEET NORTH OF THE SOUTH PROPERTY FENCE OF
 PT1032'THE HIGHWAY YARD, 40 FEET SOUTHWEST OF A ROW OF CONCRETE CULVERTS, AND
 PT1032'2.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 PT1032'
 PT1032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PIERRE.
 PT1032
 PT1032                          STATION RECOVERY (1982)
 PT1032
 PT1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT1032'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PT1032'CONDITION.  THE AZIMUTH MARK WAS RECOVERED BLADED OUT OF THE GROUND.
 PT1032'AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  DISTANCES AND DIRECTIONS
 PT1032'TO REFERENCE AND LANDMARKS CHECKED THE 1976 DATA WITHIN THE ALLOWABLE.
 PT1032'NEW DISCRIPTIVE TEXT FOLLOWS.
 PT1032'
 PT1032'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF PIERRE, ABOUT 3 KM
 PT1032'(1.85 MI) EAST OF THE STATE CAPITOL, 1 KM (0.60 MI) NORTH OF HIGHWAY
 PT1032'34, AND 0.2 KM (0.10 MI) NORTH OF RIVERSIDE CEMETERY AT THE TOP OF A
 PT1032'BLUFF WHICH OVERLOOKS THE MISSOURI RIVER TO THE SOUTH.
 PT1032'
 PT1032'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 34 AND TRUCK ROUTE
 PT1032'HIGHWAY 14 AND 83 IN SOUTHEAST PIERRE, GO EAST ON HIGHWAY 34 FOR 0.4
 PT1032'KM (0.25 MI) TO THE AZIMUTH MARK IN THE MEDIAN AND A SIDE STREET LEFT.
 PT1032'TURN LEFT (NORTH) ON ROOSEVELT AVENUE FOR 0.4 KM (0.25 MI) TO A SIDE
 PT1032'ROAD RIGHT.  TURN RIGHT (EAST) AND GO 0.3 KM (0.20 MI) TO FIRST DRIVE
 PT1032'AND GO 0.2 KM (0.10 MI) TO THE NORTH EDGE OF CEMETERY AND END OF TRUCK
 PT1032'TRAVEL.  PACK NORTH UP DRAW, THEN EAST TO TOP OF BLUFF TO THE STATION.
 PT1032'
 PT1032'THE STATION IS A STANDARD NGS DISK STAMPED CEMETERY MORC 1889 1976,
 PT1032'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 PT1032'DIAMETER, FLUSH WITH THE GROUND.  LOCATED 35 METERS (114.8 FT) SOUTH
 PT1032'FROM THE SOUTH EDGE OF A CULTIVATED FIELD, 10.5 METERS (34.4 FT) EAST
 PT1032'FROM THE WEST EDGE OF THE BLUFF AND 0.29 METERS (0.95 FT) SOUTHWEST
 PT1032'FROM A METAL WITNESS POST.
 PT1032'
 PT1032'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED CEMETERY MORC 1889
 PT1032'NO 1 1976 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 PT1032'(30 CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 PT1032'LOCATED 29 METERS (95.1 FT) SOUTH FROM THE EDGE OF THE CULTIVATED
 PT1032'FIELD, 21.58 METERS (70.80 FT) EAST FROM A METAL WITNESS POST AND 2 FT
 PT1032'(0.6 M) LOWER THAN THE STATION.
 PT1032'
 PT1032'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED CEMETERY MORC 1889
 PT1032'NO 2 1976 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 PT1032'(30 CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 PT1032'LOCATED ALONG THE WEST EDGE OF THE RIDGE, 52.7 METERS (172.9 FT)
 PT1032'SOUTH FROM THE EDGE OF THE CULTIVATED FIELD, 18.14 METERS (59.51 FT)
 PT1032'SOUTH FROM A METAL WITNESS POST AND 2 FEET (0.6 M) LOWER THAN THE
 PT1032'STATION.
 PT1032'
 PT1032'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED CEMETERY MORC 1889
 PT1032'NO 2 1982 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 PT1032'(30 CM) IN DIAMETER FLUSH WITH THE GROUND.  IT IS LOCATED IN THE
 PT1032'MEDIAN STRIP BETWEEN EAST AND WEST BOUND LANES OF HIGHWAY 34 AT THE
 PT1032'JUNCTION OF ROOSEVELT AVENUE, ON THE WEST SIDE OF ROOSEVELET AVENUE,
 PT1032'3.25 METERS (10.66 FT) SOUTH FROM THE CONCRETE CURB, 2.65 METERS
 PT1032'(8.69 FT) NORTH FROM THE CONCRETE CURB AND 1.65 METERS (5.41 FT) WEST
 PT1032'FROM A METAL YIELD SIGN POST.
 PT1032
 PT1032                          STATION RECOVERY (1994)
 PT1032
 PT1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT1032'3.8 KM (2.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PT1032'OFFICE IN PIERRE, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG A PAVED ROAD
 PT1032'LEADING TO THE CITY LAND FILL, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY
 PT1032'THROUGH THE COMPOST AREA TO THE HIGHEST POINT OF A HILL, 17.8 M (58.4
 PT1032'FT) NORTH OF REFERENCE MARK 2, 14.6 M (47.9 FT) WEST OF A FENCE
 PT1032'CORNER, 2.9 M (9.5 FT) NORTH OF THE FENCE, 0.4 M (1.3 FT) SOUTHWEST OF
 PT1032'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PT1032
 PT1032                          STATION RECOVERY (2013)
 PT1032
 PT1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT1032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6180 ***********************************************************************
 AB6180  DESIGNATION -  CEMETERY RM 2
 AB6180  PID         -  AB6180
 AB6180  STATE/COUNTY-  SD/HUGHES
 AB6180  COUNTRY     -  US
 AB6180  USGS QUAD   -  PIERRE (2017)
 AB6180
 AB6180                         *CURRENT SURVEY CONTROL
 AB6180  ______________________________________________________________________
 AB6180* NAD 83(1986) POSITION- 44 21 56.80   (N) 100 18 21.25   (W)   HD_HELD1
 AB6180* NAVD 88 ORTHO HEIGHT -   529.579 (meters)     1737.46  (feet) ADJUSTED
 AB6180  ______________________________________________________________________
 AB6180  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 AB6180  DYNAMIC HEIGHT  -        529.473 (meters)     1737.11  (feet) COMP
 AB6180  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 AB6180
 AB6180  VERT ORDER      -  FIRST     CLASS II
 AB6180
 AB6180.The horizontal coordinates were determined by differentially corrected
 AB6180.hand held GPS observations or other comparable positioning techniques
 AB6180.and have an estimated accuracy of +/- 3 meters.
 AB6180
 AB6180.The orthometric height was determined by differential leveling and
 AB6180.adjusted by the NATIONAL GEODETIC SURVEY
 AB6180.in October 1997.
 AB6180
 AB6180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6180.GEOID18 height accuracy estimate available here.
 AB6180
 AB6180.Click photographs - Photos may exist for this station.
 AB6180
 AB6180.The dynamic height is computed by dividing the NAVD 88
 AB6180.geopotential number by the normal gravity value computed on the
 AB6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6180.degrees latitude (g = 980.6199 gals.).
 AB6180
 AB6180.The modeled gravity was interpolated from observed gravity values.
 AB6180
 AB6180;                    North         East    Units  Estimated Accuracy
 AB6180;SPC SD S     -   225,797.2     602,186.5     MT  (+/- 3 meters HH1 GPS) 
 AB6180
 AB6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9594513329(NAD 83)
 AB6180
 AB6180                          SUPERSEDED SURVEY CONTROL
 AB6180
 AB6180.No superseded survey control is available for this station.
 AB6180
 AB6180_MARKER: DR = REFERENCE MARK DISK
 AB6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6180_STAMPING: CEMETERY MORC 1889 NO 2 1976
 AB6180_MARK LOGO: NGS
 AB6180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6180+STABILITY: SURFACE MOTION
 AB6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6180+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AB6180
 AB6180  HISTORY     - Date     Condition        Report By
 AB6180  HISTORY     - 1976     MONUMENTED       NGS
 AB6180  HISTORY     - 19941121 GOOD             NGS
 AB6180  HISTORY     - 20120517 GOOD             INDIV
 AB6180
 AB6180                          STATION DESCRIPTION
 AB6180
 AB6180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6180'3.8 KM (2.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB6180'IN PIERRE, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG A PAVED ROAD
 AB6180'LEADING TO THE CITY LAND FILL, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY
 AB6180'THROUGH THE COMPOST AREA TO THE HIGHEST POINT OF A HILL, 18.2 M (59.7
 AB6180'FT) SOUTHWEST OF FENCE CORNER, 17.9 M (58.7 FT) SOUTH OF TRIANGULATION
 AB6180'STATION CEMETERY, 17.4 M (57.1 FT) SOUTH OF THE FENCE, 0.4 M (1.3 FT)
 AB6180'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB6180'ABOVE THE GROUND SURFACE.
 AB6180
 AB6180                          STATION RECOVERY (2012)
 AB6180
 AB6180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2386 ***********************************************************************
 PU2386  DESIGNATION -  CENTER
 PU2386  PID         -  PU2386
 PU2386  STATE/COUNTY-  SD/BUTTE
 PU2386  COUNTRY     -  US
 PU2386  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU2386
 PU2386                         *CURRENT SURVEY CONTROL
 PU2386  ______________________________________________________________________
 PU2386* NAD 83(1996) POSITION- 44 58 02.07622(N) 103 46 17.60283(W)   ADJUSTED
 PU2386* NAVD 88 ORTHO HEIGHT -   963.    (meters)     3159.    (feet) SCALED
 PU2386  ______________________________________________________________________
 PU2386  GEOID HEIGHT    -        -15.946 (meters)                     GEOID18
 PU2386  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 PU2386  HORZ ORDER      -  SECOND
 PU2386
 PU2386.The horizontal coordinates were established by classical geodetic methods
 PU2386.and adjusted by the National Geodetic Survey in January 1998.
 PU2386
 PU2386.The orthometric height was scaled from a topographic map.
 PU2386
 PU2386.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2386.GEOID18 height accuracy estimate available here.
 PU2386
 PU2386.Click photographs - Photos may exist for this station.
 PU2386
 PU2386.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2386
 PU2386. The following values were computed from the NAD 83(1996) position.
 PU2386
 PU2386;                    North         East     Units Scale Factor Converg.
 PU2386;SPC SD N     -   132,931.864   302,580.739   MT  0.99994018   -2 40 09.4
 PU2386;SPC SD N     -   436,127.29    992,716.97   sFT  0.99994018   -2 40 09.4
 PU2386;UTM  13      - 4,980,045.550   596,875.323   MT  0.99971540   +0 52 05.6
 PU2386
 PU2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2386!SPC SD N     -   0.99985146  x   0.99994018  =   0.99979165
 PU2386!UTM  13      -   0.99985146  x   0.99971540  =   0.99956690
 PU2386
 PU2386:                Primary Azimuth Mark                     Grid Az
 PU2386:SPC SD N     -  ANTELOPE BUTTE                           335 24 59.3
 PU2386:UTM  13      -  ANTELOPE BUTTE                           331 52 44.3
 PU2386
 PU2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9687580045(NAD 83)
 PU2386
 PU2386|---------------------------------------------------------------------|
 PU2386| PID    Reference Object                     Distance      Geod. Az  |
 PU2386|                                                           dddmmss.s |
 PU2386| CP8988 CENTER RM 1                           6.300 METERS 17612     |
 PU2386| PU2387 CENTER NATION ROADSIDE PARK FP        6.538 METERS 17650     |
 PU2386| CP8989 CENTER RM 2                          12.112 METERS 29443     |
 PU2386| PU2384 ANTELOPE BUTTE                      APPROX. 3.1 KM 3324449.9 |
 PU2386|---------------------------------------------------------------------|
 PU2386
 PU2386                          SUPERSEDED SURVEY CONTROL
 PU2386
 PU2386  NAD 83(1993)-  44 58 02.07207(N)    103 46 17.60243(W) AD(       ) 2
 PU2386  NAD 83(1986)-  44 58 02.06542(N)    103 46 17.59886(W) AD(       ) 2
 PU2386  NAD 27      -  44 58 02.10700(N)    103 46 15.86360(W) AD(       ) 2
 PU2386
 PU2386.Superseded values are not recommended for survey control.
 PU2386
 PU2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2386.See file dsdata.pdf to determine how the superseded data were derived.
 PU2386
 PU2386_MARKER: DS = TRIANGULATION STATION DISK
 PU2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2386_STAMPING: CENTER 1962
 PU2386_MARK LOGO: CGS
 PU2386_PROJECTION: PROJECTING 15 CENTIMETERS
 PU2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2386+STABILITY: SURFACE MOTION
 PU2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2386+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 PU2386
 PU2386  HISTORY     - Date     Condition        Report By
 PU2386  HISTORY     - 1962     MONUMENTED       CGS
 PU2386  HISTORY     - 20040612 GOOD             SWGEOM
 PU2386  HISTORY     - 20060623 GOOD             GEOCAC
 PU2386  HISTORY     - 20171220 GOOD             NMSU
 PU2386
 PU2386                          STATION DESCRIPTION
 PU2386
 PU2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2386'THE STATION IS 21-1/2 MILES NORTH OF BELLE FOURCHE, 14 MILES
 PU2386'EAST OF THE SOUTH DAKOTA-WYOMING STATE LINE, AND CENTRALLY
 PU2386'LOCATED IN THE CENTER OF NATION ROADSIDE PARK.
 PU2386'
 PU2386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND
 PU2386'85 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85 FOR
 PU2386'20.6 MILES TO THE GEOGRAPHICAL CENTER OF THE UNITED STATES
 PU2386'HISTORICAL MARKER AND THE STATION ON THE RIGHT, EAST SIDE OF
 PU2386'HIGHWAY 85.
 PU2386'
 PU2386'STATION MARKS ARE STANDARD DISKS STAMPED CENTER 1962.  THE
 PU2386'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 PU2386'SURFACE OF THE GROUND.  IT IS 322 FEET EAST OF THE CENTER LINE
 PU2386'OF HIGHWAY 85, 109 FEET SOUTHEAST OF THE CENTER OF A 14 BY 14
 PU2386'FOOT CONCRETE SLAB AND 22 FEET NORTH OF A FLAG POLE.  THE
 PU2386'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 PU2386'INCHES BELOW THE SURFACE OF THE GROUND.
 PU2386'
 PU2386'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CENTER NO 1 1962,
 PU2386'IS CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT CONCRETE FOUNDATION
 PU2386'FOR A FLAG POLE.  IT IS 322 FEET EAST OF THE CENTER LINE OF
 PU2386'HIGHWAY 85 AND 130 FEET SOUTHEAST OF THE CENTER OF THE 14 BY
 PU2386'14 FOOT CONCRETE SLAB.
 PU2386'
 PU2386'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CENTER NO 2 1962,
 PU2386'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 PU2386'GROUND.  IT IS 293 FEET EAST OF THE CENTER LINE OF HIGHWAY 85,
 PU2386'84 FEET SOUTH OF THE CENTER OF THE 14 BY 14 FOOT CONCRETE SLAB
 PU2386'AND 53 FEET NORTHWEST OF THE FLAG POLE.
 PU2386'
 PU2386'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU2386
 PU2386                          STATION RECOVERY (2004)
 PU2386
 PU2386'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2004 (BSF)
 PU2386'NATION ROADSIDE PARK NO LONGER EXISTS.
 PU2386'
 PU2386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 85 AT
 PU2386'THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85 FOR 13.8 MILES
 PU2386'TO THE INTERSECTION OF HIGHWAY 85 AND OLD HIGHWAY 85 (N 44D 51M 46.5S
 PU2386'W 103D 48M 11.2S).  TURN LEFT (NORTH) ON OLD HIGHWAY 85 (A GRAVEL
 PU2386'ROAD) FOR 7.9 MILES TO THE STATION ON THE RIGHT, EAST SIDE OF OLD
 PU2386'HIGHWAY 85.
 PU2386'
 PU2386'REFERENCE MARK NO1 WAS FOUND IN GOOD CONDITION.  THE FLAG POLE
 PU2386'REFERENCE MARK HAS BEEN CUT OFF ABOUT 2CM ABOVE THE BASE, BUT STILL
 PU2386'EXISTS (THERE WAS A METAL T FENCE POST PLACED LOOSELY IN THE BASE OF
 PU2386'THE FLAG POLE). REFERENCE MARK NO2 WAS NOT FOUND.
 PU2386'
 PU2386
 PU2386                          STATION RECOVERY (2006)
 PU2386
 PU2386'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 PU2386'GEOCAC FIRST REPORT.
 PU2386'RECOVERED STATION AND REFERENCE MARK 1 IN GOOD CONDITION.
 PU2386'AS STATED REFERENCE MARK 2 NOT FOUND AND FLAGPOLE CUT OFF WITH T POST
 PU2386'INSIDE.
 PU2386
 PU2386                          STATION RECOVERY (2017)
 PU2386
 PU2386'RECOVERY NOTE BY NEW MEXICO STATE UNIVERSITY 2017 (ER)
 PU2386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0183 ***********************************************************************
 PT0183  DESIGNATION -  CENTER AZ MK 2
 PT0183  PID         -  PT0183
 PT0183  STATE/COUNTY-  SD/HUGHES
 PT0183  COUNTRY     -  US
 PT0183  USGS QUAD   -  PIERRE NE (2017)
 PT0183
 PT0183                         *CURRENT SURVEY CONTROL
 PT0183  ______________________________________________________________________
 PT0183* NAD 83(1986) POSITION- 44 24 55.     (N) 100 20 59.     (W)   SCALED
 PT0183* NAVD 88 ORTHO HEIGHT -   548.411 (meters)     1799.25  (feet) ADJUSTED
 PT0183  ______________________________________________________________________
 PT0183  GEOID HEIGHT    -        -23.291 (meters)                     GEOID18
 PT0183  DYNAMIC HEIGHT  -        548.304 (meters)     1798.89  (feet) COMP
 PT0183  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0183
 PT0183  VERT ORDER      -  FIRST     CLASS II
 PT0183
 PT0183.The horizontal coordinates were scaled from a map and have
 PT0183.an estimated accuracy of +/- 6 seconds.
 PT0183
 PT0183.The orthometric height was determined by differential leveling and
 PT0183.adjusted by the NATIONAL GEODETIC SURVEY
 PT0183.in June 1991.
 PT0183
 PT0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0183.GEOID18 height accuracy estimate available here.
 PT0183
 PT0183.Click photographs - Photos may exist for this station.
 PT0183
 PT0183.The dynamic height is computed by dividing the NAVD 88
 PT0183.geopotential number by the normal gravity value computed on the
 PT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0183.degrees latitude (g = 980.6199 gals.).
 PT0183
 PT0183.The modeled gravity was interpolated from observed gravity values.
 PT0183
 PT0183;                    North         East    Units  Estimated Accuracy
 PT0183;SPC SD S     -   231,300.      598,700.      MT  (+/- 180 meters Scaled)
 PT0183
 PT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925188(NAD 83)
 PT0183
 PT0183                          SUPERSEDED SURVEY CONTROL
 PT0183
 PT0183  NGVD 29 (??/??/92)  548.030  (m)         1798.00   (f) ADJ UNCH    1 2
 PT0183
 PT0183.Superseded values are not recommended for survey control.
 PT0183
 PT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0183.See file dsdata.pdf to determine how the superseded data were derived.
 PT0183
 PT0183_MARKER: DR = REFERENCE MARK DISK
 PT0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0183_STAMPING: CENTER AZI 1945
 PT0183_MARK LOGO: CGS
 PT0183_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0183+STABILITY: SURFACE MOTION
 PT0183
 PT0183  HISTORY     - Date     Condition        Report By
 PT0183  HISTORY     - 1945     MONUMENTED       CGS
 PT0183  HISTORY     - 1949     GOOD             CGS
 PT0183  HISTORY     - 1967     MARK NOT FOUND   USGS
 PT0183
 PT0183                          STATION DESCRIPTION
 PT0183
 PT0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0183'3.5 MI NE FROM PIERRE.
 PT0183'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0183'AT PIERRE, THENCE 2.2 MILES NORTH ALONG A GRAVELED ROAD, 0.4 MILE
 PT0183'SOUTH OF THE DAKOTA STATE CENTER MONUEMENT, 40 FEET EAST OF THE
 PT0183'CENTER LINE OF THE GRAVELED ROAD, 10 FEET NORTH OF A TELEPHONE
 PT0183'POLE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 PT0183'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- ROAD
 PT0183'HAS BEEN GRADED RECENTLY.
 PT0183
 PT0183                          STATION RECOVERY (1967)
 PT0183
 PT0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PT0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2387 ***********************************************************************
 PU2387  DESIGNATION -  CENTER NATION ROADSIDE PARK FP
 PU2387  PID         -  PU2387
 PU2387  STATE/COUNTY-  SD/BUTTE
 PU2387  COUNTRY     -  US
 PU2387  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU2387
 PU2387                         *CURRENT SURVEY CONTROL
 PU2387  ______________________________________________________________________
 PU2387* NAD 83(1996) POSITION- 44 58 01.86475(N) 103 46 17.58636(W)   ADJUSTED
 PU2387* NAVD 88 ORTHO HEIGHT -   963.    (meters)     3159.    (feet) SCALED
 PU2387  ______________________________________________________________________
 PU2387  GEOID HEIGHT    -        -15.946 (meters)                     GEOID18
 PU2387  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 PU2387  HORZ ORDER      -  THIRD
 PU2387
 PU2387.The horizontal coordinates were established by classical geodetic methods
 PU2387.and adjusted by the National Geodetic Survey in January 1998.
 PU2387
 PU2387.The orthometric height was scaled from a topographic map.
 PU2387
 PU2387.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2387.GEOID18 height accuracy estimate available here.
 PU2387
 PU2387.Click photographs - Photos may exist for this station.
 PU2387
 PU2387.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2387
 PU2387. The following values were computed from the NAD 83(1996) position.
 PU2387
 PU2387;                    North         East     Units Scale Factor Converg.
 PU2387;SPC SD N     -   132,925.326   302,580.796   MT  0.99994018   -2 40 09.4
 PU2387;SPC SD N     -   436,105.84    992,717.16   sFT  0.99994018   -2 40 09.4
 PU2387;UTM  13      - 4,980,039.030   596,875.782   MT  0.99971540   +0 52 05.6
 PU2387
 PU2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2387!SPC SD N     -   0.99985146  x   0.99994018  =   0.99979165
 PU2387!UTM  13      -   0.99985146  x   0.99971540  =   0.99956690
 PU2387
 PU2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9687580039(NAD 83)
 PU2387
 PU2387                          SUPERSEDED SURVEY CONTROL
 PU2387
 PU2387  NAD 83(1993)-  44 58 01.86060(N)    103 46 17.58596(W) AD(       ) 3
 PU2387  NAD 83(1986)-  44 58 01.85395(N)    103 46 17.58238(W) AD(       ) 3
 PU2387  NAD 27      -  44 58 01.89600(N)    103 46 15.84700(W) AD(       ) 3
 PU2387
 PU2387.Superseded values are not recommended for survey control.
 PU2387
 PU2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2387.See file dsdata.pdf to determine how the superseded data were derived.
 PU2387
 PU2387_MARKER: 62 = FLAGPOLE
 PU2387
 PU2387  HISTORY     - Date     Condition        Report By
 PU2387  HISTORY     - 1962     FIRST OBSERVED   CGS
 PU2387  HISTORY     - 20250704 GOOD             INDIV
 PU2387
 PU2387                          STATION DESCRIPTION
 PU2387
 PU2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2387'THE STATION IS 21-1/2 MILES NORTH OF BELLE FOURCHE, 14 MILES
 PU2387'EAST OF THE SOUTH DAKOTA-WYOMING STATE LINE, AND CENTRALLY
 PU2387'LOCATED IN THE CENTER OF NATION ROADSIDE PARK.
 PU2387'
 PU2387'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CENTER,
 PU2387'DISTANCE BEING 6.358 METERS (21.45 FEET) SOUTH OF TRIANGULATION
 PU2387'STATION CENTER.
 PU2387
 PU2387                          STATION RECOVERY (2025)
 PU2387
 PU2387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (JPB)
 PU2387'MARKER IS THERE AND LEGIBLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0184 ***********************************************************************
 PT0184  DESIGNATION -  CENTER RM 1
 PT0184  PID         -  PT0184
 PT0184  STATE/COUNTY-  SD/HUGHES
 PT0184  COUNTRY     -  US
 PT0184  USGS QUAD   -  PIERRE NE (2017)
 PT0184
 PT0184                         *CURRENT SURVEY CONTROL
 PT0184  ______________________________________________________________________
 PT0184* NAD 83(1986) POSITION- 44 25 19.27   (N) 100 21 04.00   (W)   HD_HELD1
 PT0184* NAVD 88 ORTHO HEIGHT -   579.195 (meters)     1900.24  (feet) ADJUSTED
 PT0184  ______________________________________________________________________
 PT0184  GEOID HEIGHT    -        -23.273 (meters)                     GEOID18
 PT0184  DYNAMIC HEIGHT  -        579.084 (meters)     1899.88  (feet) COMP
 PT0184  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 PT0184
 PT0184  VERT ORDER      -  FIRST     CLASS II
 PT0184
 PT0184.The horizontal coordinates were determined by differentially corrected
 PT0184.hand held GPS observations or other comparable positioning techniques
 PT0184.and have an estimated accuracy of +/- 3 meters.
 PT0184
 PT0184.The orthometric height was determined by differential leveling and
 PT0184.adjusted by the NATIONAL GEODETIC SURVEY
 PT0184.in June 1991.
 PT0184
 PT0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0184.GEOID18 height accuracy estimate available here.
 PT0184
 PT0184.Click photographs - Photos may exist for this station.
 PT0184
 PT0184.The dynamic height is computed by dividing the NAVD 88
 PT0184.geopotential number by the normal gravity value computed on the
 PT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0184.degrees latitude (g = 980.6199 gals.).
 PT0184
 PT0184.The modeled gravity was interpolated from observed gravity values.
 PT0184
 PT0184;                    North         East    Units  Estimated Accuracy
 PT0184;SPC SD S     -   232,046.6     598,584.2     MT  (+/- 3 meters HH1 GPS) 
 PT0184
 PT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9244619635(NAD 83)
 PT0184
 PT0184                          SUPERSEDED SURVEY CONTROL
 PT0184
 PT0184  NGVD 29 (??/??/92)  578.814  (m)         1898.99   (f) ADJ UNCH    1 2
 PT0184
 PT0184.Superseded values are not recommended for survey control.
 PT0184
 PT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0184.See file dsdata.pdf to determine how the superseded data were derived.
 PT0184
 PT0184_MARKER: DR = REFERENCE MARK DISK
 PT0184_SETTING: 66 = SET IN ROCK OUTCROP
 PT0184_STAMPING: CENTER NO 1 1934
 PT0184_MARK LOGO: CGS
 PT0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0184+STABILITY: POSITION/ELEVATION WELL
 PT0184
 PT0184  HISTORY     - Date     Condition        Report By
 PT0184  HISTORY     - 1934     MONUMENTED       CGS
 PT0184  HISTORY     - 1949     GOOD             CGS
 PT0184  HISTORY     - 1951     GOOD             CGS
 PT0184  HISTORY     - 19890121 MARK NOT FOUND   NGS
 PT0184
 PT0184                          STATION DESCRIPTION
 PT0184
 PT0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0184'4 MI N FROM PIERRE.
 PT0184'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0184'AT PIERRE, THENCE 2.7 MILES NORTH ALONG A GRAVELED ROAD, 300
 PT0184'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 132 FEET
 PT0184'SOUTHEAST OF TRIANGULATION STATION CENTER, 150 FEET SOUTHEAST
 PT0184'OF THE DAKOTA STATE CENTER MONUMENT, 2.0 FEET SOUTH OF A WITNESS
 PT0184'POST, SET IN THE TOP OF A ROCK OUTCROP.
 PT0184
 PT0184                          STATION RECOVERY (1951)
 PT0184
 PT0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0184'RECOVERED IN GOOD CONDITION.
 PT0184
 PT0184                          STATION RECOVERY (1989)
 PT0184
 PT0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0184'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0186 ***********************************************************************
 PT0186  DESIGNATION -  CENTER RM 2 RESET
 PT0186  PID         -  PT0186
 PT0186  STATE/COUNTY-  SD/HUGHES
 PT0186  COUNTRY     -  US
 PT0186  USGS QUAD   -  PIERRE NE (2017)
 PT0186
 PT0186                         *CURRENT SURVEY CONTROL
 PT0186  ______________________________________________________________________
 PT0186* NAD 83(1986) POSITION- 44 25 20.30   (N) 100 21 05.20   (W)   HD_HELD1
 PT0186* NAVD 88 ORTHO HEIGHT -   581.192 (meters)     1906.79  (feet) ADJUSTED
 PT0186  ______________________________________________________________________
 PT0186  GEOID HEIGHT    -        -23.272 (meters)                     GEOID18
 PT0186  DYNAMIC HEIGHT  -        581.081 (meters)     1906.43  (feet) COMP
 PT0186  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 PT0186
 PT0186  VERT ORDER      -  FIRST     CLASS II
 PT0186
 PT0186.The horizontal coordinates were determined by differentially corrected
 PT0186.hand held GPS observations or other comparable positioning techniques
 PT0186.and have an estimated accuracy of +/- 3 meters.
 PT0186
 PT0186.The orthometric height was determined by differential leveling and
 PT0186.adjusted by the NATIONAL GEODETIC SURVEY
 PT0186.in June 1991.
 PT0186
 PT0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0186.GEOID18 height accuracy estimate available here.
 PT0186
 PT0186.Click photographs - Photos may exist for this station.
 PT0186
 PT0186.The dynamic height is computed by dividing the NAVD 88
 PT0186.geopotential number by the normal gravity value computed on the
 PT0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0186.degrees latitude (g = 980.6199 gals.).
 PT0186
 PT0186.The modeled gravity was interpolated from observed gravity values.
 PT0186
 PT0186;                    North         East    Units  Estimated Accuracy
 PT0186;SPC SD S     -   232,078.4     598,557.7     MT  (+/- 3 meters HH1 GPS) 
 PT0186
 PT0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9242019667(NAD 83)
 PT0186
 PT0186                          SUPERSEDED SURVEY CONTROL
 PT0186
 PT0186  NGVD 29 (??/??/92)  580.810  (m)         1905.54   (f) ADJ UNCH    1 2
 PT0186
 PT0186.Superseded values are not recommended for survey control.
 PT0186
 PT0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0186.See file dsdata.pdf to determine how the superseded data were derived.
 PT0186
 PT0186_MARKER: DR = REFERENCE MARK DISK
 PT0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0186_STAMPING: CENTER NO 2 1945
 PT0186_MARK LOGO: CGS
 PT0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0186+STABILITY: SURFACE MOTION
 PT0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0186+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1989
 PT0186
 PT0186  HISTORY     - Date     Condition        Report By
 PT0186  HISTORY     - 1945     MONUMENTED       CGS
 PT0186  HISTORY     - 1949     GOOD             CGS
 PT0186  HISTORY     - 1951     GOOD             CGS
 PT0186  HISTORY     - 19890121 POOR             NGS
 PT0186
 PT0186                          STATION DESCRIPTION
 PT0186
 PT0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0186'4 MI NE FROM PIERRE.
 PT0186'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0186'AT PIERRE, THENCE 2.7 MILES NORTH ALONG A GRAVELED ROAD TO
 PT0186'THE DAKOTA STATE CENTER MONUEMENT, 350 FEET WEST OF THE CENTER
 PT0186'LINE OF THE GRAVELED ROAD, 32 FEET WEST SOUTHWEST OF THE
 PT0186'STATION, 12 FEET SOUTH OF THE BASE OF THE MONUMENT, SET IN THE
 PT0186'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PT0186
 PT0186                          STATION RECOVERY (1951)
 PT0186
 PT0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0186'RECOVERED IN GOOD CONDITION.
 PT0186
 PT0186                          STATION RECOVERY (1989)
 PT0186
 PT0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0186'NOTE--RECOVERED IN POOR CONDITION.
 PT0186'THE CAP IS LOOSE AND ELEVATION IS NOT DEPENDABLE.  IN
 PT0186'LIEU OF EXISTENCE OF DESCRIPTION FOR STATION 248 2 CAP RESET
 PT0186'(ACRN=PT0132), THIS STATION HAS PROBABLY BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0744 ***********************************************************************
 OQ0744  DESIGNATION -  CENTERVILLE STANDPIPE
 OQ0744  PID         -  OQ0744
 OQ0744  STATE/COUNTY-  SD/TURNER
 OQ0744  COUNTRY     -  US
 OQ0744  USGS QUAD   -  CENTERVILLE (2017)
 OQ0744
 OQ0744                         *CURRENT SURVEY CONTROL
 OQ0744  ______________________________________________________________________
 OQ0744* NAD 83(1996) POSITION- 43 07 00.41228(N) 096 57 33.93853(W)   ADJUSTED
 OQ0744  ______________________________________________________________________
 OQ0744  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 OQ0744  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 OQ0744  HORZ ORDER      -  THIRD
 OQ0744
 OQ0744.The horizontal coordinates were established by classical geodetic methods
 OQ0744.and adjusted by the National Geodetic Survey in January 1998.
 OQ0744
 OQ0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0744.GEOID18 height accuracy estimate available here.
 OQ0744
 OQ0744.Click photographs - Photos may exist for this station.
 OQ0744
 OQ0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0744
 OQ0744. The following values were computed from the NAD 83(1996) position.
 OQ0744
 OQ0744;                    North         East     Units Scale Factor Converg.
 OQ0744;SPC SD S     -    92,610.408   874,499.339   MT  0.99994495   +2 19 39.0
 OQ0744;SPC SD S     -   303,839.31  2,869,086.58   sFT  0.99994495   +2 19 39.0
 OQ0744;UTM  14      - 4,775,804.260   666,010.739   MT  0.99993904   +1 23 42.1
 OQ0744
 OQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6601075804(NAD 83)
 OQ0744
 OQ0744                          SUPERSEDED SURVEY CONTROL
 OQ0744
 OQ0744  NAD 83(1995)-  43 07 00.41417(N)    096 57 33.93626(W) AD(       ) 3
 OQ0744  NAD 83(1986)-  43 07 00.41760(N)    096 57 33.92696(W) AD(       ) 3
 OQ0744  NAD 27      -  43 07 00.45900(N)    096 57 32.76100(W) AD(       ) 3
 OQ0744
 OQ0744.Superseded values are not recommended for survey control.
 OQ0744
 OQ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0744.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0744
 OQ0744_MARKER: 52 = STANDPIPE TANK
 OQ0744
 OQ0744  HISTORY     - Date     Condition        Report By
 OQ0744  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0744
 OQ0744                          STATION DESCRIPTION
 OQ0744
 OQ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0744'POINT OBSERVED UPON WAS THE CENTER OF THE BLACK MUNICIPAL
 OQ0744'STANDPIPE, LOCATED IN THE EAST CENTRAL PART OF THE TOWN OF
 OQ0744'CENTERVILLE.  STANDPIPE IS 150 FEET HIGH.
 OQ0744'
 OQ0744'OBSERVED UPON FROM STATIONS HANNAH, KLUMB, SYVERSON, AND MURRAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0682 ***********************************************************************
 PS0682  DESIGNATION -  CHAIN
 PS0682  PID         -  PS0682
 PS0682  STATE/COUNTY-  SD/HAND
 PS0682  COUNTRY     -  US
 PS0682  USGS QUAD   -  MILLER DALE COLONY (2017)
 PS0682
 PS0682                         *CURRENT SURVEY CONTROL
 PS0682  ______________________________________________________________________
 PS0682* NAD 83(1996) POSITION- 44 25 43.22581(N) 099 05 04.85126(W)   ADJUSTED
 PS0682* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 PS0682  ______________________________________________________________________
 PS0682  GEOID HEIGHT    -        -24.401 (meters)                     GEOID18
 PS0682  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 PS0682  HORZ ORDER      -  THIRD
 PS0682
 PS0682.The horizontal coordinates were established by classical geodetic methods
 PS0682.and adjusted by the National Geodetic Survey in January 1998.
 PS0682
 PS0682.The orthometric height was scaled from a topographic map.
 PS0682
 PS0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0682.GEOID18 height accuracy estimate available here.
 PS0682
 PS0682.Click photographs - Photos may exist for this station.
 PS0682
 PS0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0682
 PS0682. The following values were computed from the NAD 83(1996) position.
 PS0682
 PS0682;                    North         East     Units Scale Factor Converg.
 PS0682;SPC SD N     -    66,567.881   672,881.899   MT  0.99999772   +0 38 52.1
 PS0682;SPC SD N     -   218,398.12  2,207,613.36   sFT  0.99999772   +0 38 52.1
 PS0682;UTM  14      - 4,919,489.980   493,259.856   MT  0.99960056   -0 03 33.4
 PS0682
 PS0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0682!SPC SD N     -   0.99991299  x   0.99999772  =   0.99991071
 PS0682!UTM  14      -   0.99991299  x   0.99960056  =   0.99951359
 PS0682
 PS0682:                Primary Azimuth Mark                     Grid Az
 PS0682:SPC SD N     -  CHAIN AZ MK                              089 13 51.8
 PS0682:UTM  14      -  CHAIN AZ MK                              089 56 17.3
 PS0682
 PS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9325919489(NAD 83)
 PS0682
 PS0682|---------------------------------------------------------------------|
 PS0682| PID    Reference Object                     Distance      Geod. Az  |
 PS0682|                                                           dddmmss.s |
 PS0682| CO5372 CHAIN RM 1                           13.588 METERS 00303     |
 PS0682| PS0651 MILLER MUNICIPAL TANK               APPROX.12.3 KM 0373149.3 |
 PS0682| PS0652 MILLER MUN LT AND PWR CO STACK      APPROX.12.3 KM 0373437.4 |
 PS0682| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX.15.1 KM 0495642.2 |
 PS0682| CO5371 CHAIN AZ MK                                        0895243.9 |
 PS0682| CO5373 CHAIN RM 2                           15.216 METERS 27248     |
 PS0682|---------------------------------------------------------------------|
 PS0682
 PS0682                          SUPERSEDED SURVEY CONTROL
 PS0682
 PS0682  NAD 83(1986)-  44 25 43.22348(N)    099 05 04.85797(W) AD(       ) 3
 PS0682  NAD 27      -  44 25 43.28600(N)    099 05 03.49400(W) AD(       ) 3
 PS0682
 PS0682.Superseded values are not recommended for survey control.
 PS0682
 PS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0682.See file dsdata.pdf to determine how the superseded data were derived.
 PS0682
 PS0682_MARKER: DS = TRIANGULATION STATION DISK
 PS0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0682_STAMPING: CHAIN 1951
 PS0682_MARK LOGO: CGS
 PS0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0682+STABILITY: SURFACE MOTION
 PS0682
 PS0682  HISTORY     - Date     Condition        Report By
 PS0682  HISTORY     - 1951     MONUMENTED       CGS
 PS0682  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0682  HISTORY     - 1975     MARK NOT FOUND   NGS
 PS0682
 PS0682                          STATION DESCRIPTION
 PS0682
 PS0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0682'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF REE HEIGHTS AND
 PS0682'ABOUT 7-1/2 MILES SOUTHWEST OF MILLER IN THE NORTHWEST ANGLE OF A
 PS0682'CROSSROADS.  IT IS 39 FEET NORTH OF THE CENTERLINE OF A ROAD, 38
 PS0682'FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 5 FEET NORTHWEST
 PS0682'OF A FENCE CORNER AND 4 FEET SOUTHWEST OF A WHITE WITNESS
 PS0682'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PS0682'CHAIN 1951.
 PS0682'
 PS0682'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE CENTERLINE OF A GRAVEL
 PS0682'ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 PS0682'6 INCHES AND THE DISK IS STAMPED CHAIN NO 1 1951.
 PS0682'
 PS0682'REFERENCE MARK NO. 2 IS 42 FEET NORTH OF THE CENTERLINE OF A
 PS0682'ROAD AND 6 FEET NORTH OF THE EDGE OF A GRADER DITCH.  THE MARK
 PS0682'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CHAIN NO 2 1951.
 PS0682'
 PS0682'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF A ROAD
 PS0682'AND 2.6 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 PS0682'ABOUT 2 INCHES AND THE DISK IS STAMPED CHAIN 1951.
 PS0682'
 PS0682'TO REACH THE STATION FROM THE MAIN ROAD LEADING INTO REE HEIGHTS
 PS0682'AND U.S. HIGHWAY 14 ABOUT 1 MILE NORTH OF THE TOWN, GO EAST ON
 PS0682'U.S. HIGHWAY 14 FOR 5.7 MILE TO A CROSSROADS AND SIGN LAKE
 PS0682'DA-KO-TAH.  TURN RIGHT (SOUTH) AND FOLLOW MAIN GRAVEL ROAD FOR
 PS0682'5.05 MILES TO A CROSSROADS AND STATION IN NORTHWEST ANGLE AS
 PS0682'DESCRIBED.
 PS0682'
 PS0682'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.3
 PS0682'MILE TO MARK ON NORTH SIDE OF ROAD AS DESCRIBED.
 PS0682'
 PS0682'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0682
 PS0682                          STATION RECOVERY (1973)
 PS0682
 PS0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WKM)
 PS0682'AREA SEARCHED BUT MARK WAS NOT FOUND.  MARK IS DESCRIBED AS
 PS0682'BEING 38 FT W. OF THE ROAD WHICH AT PRESENT WOULD PLACE THE MARK
 PS0682'IN THE DITCH.
 PS0682
 PS0682                          STATION RECOVERY (1975)
 PS0682
 PS0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PS0682'THE STATION HAS BEEN DESTROYED.  THE SURFACE STATION MARK, AND
 PS0682'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND LYING ON TOP OF THE
 PS0682'GROUND, APPARENTLY GRADED OUT.  THE UNDERGROUND STATION MARK WAS
 PS0682'SEARCHED FOR, BUT NOT RECOVERED, IT APPARENTLY WAS ALSO GRADED
 PS0682'OUT.  THE DISKS WERE REMOVED FROM THE STATION AND REFERENCE MARKS
 PS0682'AT THIS TIME.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AND
 PS0682'WAS LEFT INTACT.
 PS0682'
 PS0682'THE STATION TO REACH IS IN ERROR.  THE STATION SITE IS 7.0 MILES
 PS0682'SOUTH OF U.S. HIGHWAY 14 RATHER THEN 5.05 MILES AS DESCRIBED.
 PS0682'
 PS0682'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES SE
 PS0682'OF REE HEIGHTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2239 ***********************************************************************
 PU2239  DESIGNATION -  CHALK BUTTE
 PU2239  PID         -  PU2239
 PU2239  STATE/COUNTY-  SD/MEADE
 PU2239  COUNTRY     -  US
 PU2239  USGS QUAD   -  STONEVILLE (2017)
 PU2239
 PU2239                         *CURRENT SURVEY CONTROL
 PU2239  ______________________________________________________________________
 PU2239* NAD 83(1996) POSITION- 44 39 05.54945(N) 102 41 30.33474(W)   ADJUSTED
 PU2239* NAVD 88 ORTHO HEIGHT -   988.    (meters)     3241.    (feet) SCALED
 PU2239  ______________________________________________________________________
 PU2239  GEOID HEIGHT    -        -18.000 (meters)                     GEOID18
 PU2239  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 PU2239  HORZ ORDER      -  SECOND
 PU2239
 PU2239.The horizontal coordinates were established by classical geodetic methods
 PU2239.and adjusted by the National Geodetic Survey in January 1998.
 PU2239
 PU2239.The orthometric height was scaled from a topographic map.
 PU2239
 PU2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2239.GEOID18 height accuracy estimate available here.
 PU2239
 PU2239.Click photographs - Photos may exist for this station.
 PU2239
 PU2239.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2239
 PU2239. The following values were computed from the NAD 83(1996) position.
 PU2239
 PU2239;                    North         East     Units Scale Factor Converg.
 PU2239;SPC SD N     -    94,470.283   386,527.970   MT  0.99996330   -1 54 18.2
 PU2239;SPC SD N     -   309,941.25  1,268,133.85   sFT  0.99996330   -1 54 18.2
 PU2239;UTM  13      - 4,946,833.963   683,024.633   MT  1.00001195   +1 37 21.6
 PU2239
 PU2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2239!SPC SD N     -   0.99984786  x   0.99996330  =   0.99981116
 PU2239!UTM  13      -   0.99984786  x   1.00001195  =   0.99985981
 PU2239
 PU2239:                Primary Azimuth Mark                     Grid Az
 PU2239:SPC SD N     -  CHALK BUTTE AZ MK RESET                  088 01 09.4
 PU2239:UTM  13      -  CHALK BUTTE AZ MK RESET                  084 29 29.6
 PU2239
 PU2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8302446833(NAD 83)
 PU2239
 PU2239|---------------------------------------------------------------------|
 PU2239| PID    Reference Object                     Distance      Geod. Az  |
 PU2239|                                                           dddmmss.s |
 PU2239| CP8993 CHALK BUTTE AZ MK                                  0115325.5 |
 PU2239| PU0819 CHALK BUTTE AZ MK RESET                            0860651.2 |
 PU2239| CP8995 CHALK BUTTE RM 1                      7.472 METERS 10018     |
 PU2239| CP8996 CHALK BUTTE RM 2                      7.008 METERS 25309     |
 PU2239|---------------------------------------------------------------------|
 PU2239
 PU2239                          SUPERSEDED SURVEY CONTROL
 PU2239
 PU2239  NAD 83(1993)-  44 39 05.54171(N)    102 41 30.33466(W) AD(       ) 2
 PU2239  NAD 83(1986)-  44 39 05.54127(N)    102 41 30.33401(W) AD(       ) 2
 PU2239  NAD 27      -  44 39 05.58480(N)    102 41 28.72540(W) AD(       ) 2
 PU2239
 PU2239.Superseded values are not recommended for survey control.
 PU2239
 PU2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2239.See file dsdata.pdf to determine how the superseded data were derived.
 PU2239
 PU2239_MARKER: DS = TRIANGULATION STATION DISK
 PU2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2239_STAMPING: CHALK BUTTE 1951
 PU2239_MARK LOGO: CGS
 PU2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2239+STABILITY: SURFACE MOTION
 PU2239
 PU2239  HISTORY     - Date     Condition        Report By
 PU2239  HISTORY     - 1951     MONUMENTED       CGS
 PU2239  HISTORY     - 1962     GOOD             CGS
 PU2239
 PU2239                          STATION DESCRIPTION
 PU2239
 PU2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2239'THE STATION IS ABOUT 1-1/2 MILES WEST OF THE VILLAGE OF
 PU2239'CHALKBUTTE ON A HIGH HILL LOCALLY KNOWN AS CHALK BUTTE.  IT IS
 PU2239'NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 17, T 8 N, R 12 E.
 PU2239'
 PU2239'TO REACH THE STATION FROM UNION CENTER ON STATE HIGHWAY NO. 24,
 PU2239'GO EAST ON THE HIGHWAY FOR 0.15 MILE TO A T-INTERSECTION.  THEN
 PU2239'LEFT, NORTH, ON A GRAVELED ROAD FOR 6.9 MILES TO A T-INTERSECTION
 PU2239'AND A CHURCH ON THE RIGHT.  THEN LEFT, WEST, FOR 1.0 MILE TO A
 PU2239'FENCE CORNER AND WIRE GATE ON THE LEFT.  THEN LEFT, THROUGH GATE
 PU2239'AND TO SOUTHWESTERLY ON A DIM TRACK ROAD FOR 0.6 MILE TO TOP
 PU2239'OF HILL AND STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 PU2239'FROM THE STATION, GO NORTH ACROSS PASTURE LAND FOR 0.3 MILE
 PU2239'TO A WIRE FENCE AND THE AZIMUTH MARK AS DESCRIBED.
 PU2239'
 PU2239'THE STATION MARK IS 20 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 PU2239'BUTTE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2239'CHALK BUTTE 1951.
 PU2239'
 PU2239'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PU2239'CHALK BUTTE NO 1 1951.
 PU2239'
 PU2239'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2239'CHALK BUTTE NO 2 1951.
 PU2239'
 PU2239'THE AZIMUTH MARK IS 29 FEET SOUTH OF A DIRT ROAD AND 1 FOOT
 PU2239'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 PU2239'DISK IS STAMPED CHALK BUTTE 1951.
 PU2239'
 PU2239'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2239'CYLINDERS.
 PU2239
 PU2239                          STATION RECOVERY (1962)
 PU2239
 PU2239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2239'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 PU2239'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 PU2239'DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCES
 PU2239'AND DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED IN THE FIELD
 PU2239'AND FOUND TO BE ACCURATE.  A NEW DESCRIPTION AND TO REACH
 PU2239'FOLLOWS--
 PU2239'
 PU2239'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF UNION CENTER,
 PU2239'5-1/2 MILES SOUTH-SOUTHWEST OF STONEVILLE, AND ON A HIGH
 PU2239'HILL LOCALLY KNOWN AS CHALK BUTTE.
 PU2239'
 PU2239'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN UNION
 PU2239'CENTER GO EAST ON STATE HIGHWAY 34 FOR 0.15 MILE TO A ROAD LEFT.
 PU2239'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 4.1 MILES TO A ROAD
 PU2239'RIGHT.  CONTINUE NORTH ON GRAVELED ROAD FOR 2.4 MILES TO THE
 PU2239'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON GRAVELED ROAD FOR
 PU2239'0.1 MILE TO A ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 PU2239'FOR 1.0 MILE TO A FENCE CORNER ON THE LEFT.  TURN LEFT THROUGH
 PU2239'WIRE GATE AT FENCE CORNER AND GO SOUTHWEST ON TRACK ROAD FOR
 PU2239'0.6 MILE TO THE TOP OF A HILL AND THE STATION AS DESCRIBED.
 PU2239'
 PU2239'THE STATION IS A STANDARD DISK STAMPED CHALK BUTTE 1951 SET
 PU2239'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PU2239'PROJECTS 2 INCHES ABOVE THE GROUND.
 PU2239'
 PU2239'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHALK BUTTE NO 1
 PU2239'1951 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2239'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 PU2239'
 PU2239'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHALK BUTTE NO 2
 PU2239'1951 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2239'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 PU2239'
 PU2239'AZIMUTH MARK IS A STANDARD DISK STAMPED CHALK BUTTE 1951 RESET
 PU2239'1962 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2239'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 51 FEET WEST OF
 PU2239'THE CENTERLINE OF A NORTH-SOUTH GRAVEL ROAD, 2.5 FEET SOUTH
 PU2239'OF A METAL WITNESS POST, 2 FEET NORTH OF A POWERLINE POLE, AND
 PU2239'1 FOOT EAST OF A FENCE (RIGHT-OF-WAY).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0819 ***********************************************************************
 PU0819  DESIGNATION -  CHALK BUTTE AZ MK RESET
 PU0819  PID         -  PU0819
 PU0819  STATE/COUNTY-  SD/MEADE
 PU0819  COUNTRY     -  US
 PU0819  USGS QUAD   -  STONEVILLE (2017)
 PU0819
 PU0819                         *CURRENT SURVEY CONTROL
 PU0819  ______________________________________________________________________
 PU0819* NAD 83(1986) POSITION- 44 39 10.     (N) 102 39 44.     (W)   SCALED
 PU0819* NAVD 88 ORTHO HEIGHT -   953.707 (meters)     3128.95  (feet) ADJUSTED
 PU0819  ______________________________________________________________________
 PU0819  GEOID HEIGHT    -        -18.072 (meters)                     GEOID18
 PU0819  DYNAMIC HEIGHT  -        953.450 (meters)     3128.11  (feet) COMP
 PU0819  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 PU0819
 PU0819  VERT ORDER      -  SECOND    CLASS 0
 PU0819
 PU0819.The horizontal coordinates were scaled from a map and have
 PU0819.an estimated accuracy of +/- 6 seconds.
 PU0819
 PU0819.The orthometric height was determined by differential leveling and
 PU0819.adjusted by the NATIONAL GEODETIC SURVEY
 PU0819.in June 1991.
 PU0819
 PU0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0819.GEOID18 height accuracy estimate available here.
 PU0819
 PU0819.Click photographs - Photos may exist for this station.
 PU0819
 PU0819.The dynamic height is computed by dividing the NAVD 88
 PU0819.geopotential number by the normal gravity value computed on the
 PU0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0819.degrees latitude (g = 980.6199 gals.).
 PU0819
 PU0819.The modeled gravity was interpolated from observed gravity values.
 PU0819
 PU0819;                    North         East    Units  Estimated Accuracy
 PU0819;SPC SD N     -    94,530.      388,870.      MT  (+/- 180 meters Scaled)
 PU0819
 PU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK853470(NAD 83)
 PU0819
 PU0819                          SUPERSEDED SURVEY CONTROL
 PU0819
 PU0819  NGVD 29 (??/??/92)  953.223  (m)         3127.37   (f) ADJ UNCH    2 0
 PU0819
 PU0819.Superseded values are not recommended for survey control.
 PU0819
 PU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0819.See file dsdata.pdf to determine how the superseded data were derived.
 PU0819
 PU0819_MARKER: DZ = AZIMUTH MARK DISK
 PU0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0819_STAMPING: CHALK BUTTE 1951 RESET 1962
 PU0819_MARK LOGO: CGS
 PU0819_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0819+STABILITY: SURFACE MOTION
 PU0819
 PU0819  HISTORY     - Date     Condition        Report By
 PU0819  HISTORY     - 1962     MONUMENTED       CGS
 PU0819
 PU0819                          STATION DESCRIPTION
 PU0819
 PU0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0819'5.9 MI S FROM STONEVILLE.
 PU0819'5.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0819'STONEVILLE, 6.6 MILES NORTH OF UNION CENTER, 51 FEET SOUTH-SOUTHWEST
 PU0819'OF THE CENTER OF THE JUNCTION OF A DIRT ROAD EAST, 48 FEET
 PU0819'WEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A POWER
 PU0819'POLE, 0.7 FOOT EAST OF A FENCE, 2.7 FEET SOUTH OF A WITNESS
 PU0819'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0819'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0867 ***********************************************************************
 OR0867  DESIGNATION -  CHAMBERLAIN
 OR0867  PID         -  OR0867
 OR0867  STATE/COUNTY-  SD/BRULE
 OR0867  COUNTRY     -  US
 OR0867  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0867
 OR0867                         *CURRENT SURVEY CONTROL
 OR0867  ______________________________________________________________________
 OR0867* NAD 83(1996) POSITION- 43 47 26.15473(N) 099 19 18.73119(W)   ADJUSTED
 OR0867* NAVD 88 ORTHO HEIGHT -   532.    (meters)     1745.    (feet) SCALED
 OR0867  ______________________________________________________________________
 OR0867  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 OR0867  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 OR0867  HORZ ORDER      -  SECOND
 OR0867
 OR0867.The horizontal coordinates were established by classical geodetic methods
 OR0867.and adjusted by the National Geodetic Survey in January 1998.
 OR0867
 OR0867.The orthometric height was scaled from a topographic map.
 OR0867
 OR0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0867.GEOID18 height accuracy estimate available here.
 OR0867
 OR0867.Click photographs - Photos may exist for this station.
 OR0867
 OR0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0867
 OR0867. The following values were computed from the NAD 83(1996) position.
 OR0867
 OR0867;                    North         East     Units Scale Factor Converg.
 OR0867;SPC SD S     -   162,385.826   681,401.194   MT  0.99991138   +0 41 51.9
 OR0867;SPC SD S     -   532,760.83  2,235,563.75   sFT  0.99991138   +0 41 51.9
 OR0867;UTM  14      - 4,848,665.846   474,103.784   MT  0.99960825   -0 13 21.9
 OR0867
 OR0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0867!SPC SD S     -   0.99992055  x   0.99991138  =   0.99983194
 OR0867!UTM  14      -   0.99992055  x   0.99960825  =   0.99952883
 OR0867
 OR0867:                Primary Azimuth Mark                     Grid Az
 OR0867:SPC SD S     -  PRITCHARD RESET                          018 54 09.5
 OR0867:UTM  14      -  PRITCHARD RESET                          019 49 23.3
 OR0867
 OR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7410348665(NAD 83)
 OR0867
 OR0867|---------------------------------------------------------------------|
 OR0867| PID    Reference Object                     Distance      Geod. Az  |
 OR0867|                                                           dddmmss.s |
 OR0867| AH8718 PRITCHARD RESET                     APPROX. 7.5 KM 0193601.4 |
 OR0867|---------------------------------------------------------------------|
 OR0867
 OR0867                          SUPERSEDED SURVEY CONTROL
 OR0867
 OR0867  NAD 83(1986)-  43 47 26.15384(N)    099 19 18.73797(W) AD(       ) 2
 OR0867  NAD 27      -  43 47 26.17400(N)    099 19 17.38300(W) AD(       ) 2
 OR0867  MORC        -  43 47 23.66000(N)    099 19 17.70000(W) AD(       ) 3
 OR0867
 OR0867.Superseded values are not recommended for survey control.
 OR0867
 OR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0867.See file dsdata.pdf to determine how the superseded data were derived.
 OR0867
 OR0867_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 OR0867_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0867_MARK LOGO: MORC
 OR0867_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0867
 OR0867  HISTORY     - Date     Condition        Report By
 OR0867  HISTORY     - 1889     MONUMENTED       MORC
 OR0867  HISTORY     - 1924     GOOD             CGS
 OR0867  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OR0867  HISTORY     - 19820602 GOOD             NGS
 OR0867
 OR0867                          STATION DESCRIPTION
 OR0867
 OR0867'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0867'CHAMBERLAIN IS ON LEFT BANK, ON HIGH PLATEAU LAND 1-1/2 MILES
 OR0867'SOUTH FROM CHAMBERLAIN, S. DAK., 866-1/2 FEET NORTHEAST FROM
 OR0867'QUARTER-SECTION CORNER BETWEEN SECS. 22 AND 27, T. 104 N., R. 71
 OR0867'W.  THE STATION IS ON ROLLING PRAIRIE, ABOUT HALF WAY BETWEEN
 OR0867'MR. WELLMANS RESIDENCE AND THAT OF MAJOR KELLUM.  THERE IS
 OR0867'HIGHER LAND 400 FEET SOUTHWEST.
 OR0867
 OR0867                          STATION RECOVERY (1924)
 OR0867
 OR0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0867'RECOVERED.
 OR0867
 OR0867                          STATION RECOVERY (1935)
 OR0867
 OR0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0867'STATION IS IN SE 1/4 SEC. 22, T 104 N, R 71 W, ON LAND OWNED
 OR0867'BY WALLACE MOSHER OF CHAMBERLAIN, ABOUT 1/4 MILE W OF U.S.
 OR0867'HIGHWAY 16 WHERE IT MAKES TURN FROM SE COURSE TO DUE S, ABOUT
 OR0867'300 YARDS N OF SECTION-LINE ROAD, ABOUT 325 YARDS NE OF S 1/4
 OR0867'CORNER, AND ABOUT 140 YARDS E OF LANE LEADING N FROM 1/4 CORNER.
 OR0867
 OR0867                          STATION RECOVERY (1982)
 OR0867
 OR0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0867'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DH4418 ***********************************************************************
 DH4418  DESIGNATION -  CHAMBERLAIN DISCOVERY II
 DH4418  PID         -  DH4418
 DH4418  STATE/COUNTY-  SD/BRULE
 DH4418  COUNTRY     -  US
 DH4418  USGS QUAD   -  CHAMBERLAIN (2017)
 DH4418
 DH4418                         *CURRENT SURVEY CONTROL
 DH4418  ______________________________________________________________________
 DH4418* NAD 83(2011) POSITION- 43 47 13.66634(N) 099 20 18.15959(W)   ADJUSTED
 DH4418* NAD 83(2011) ELLIP HT-   498.035 (meters)        (06/27/12)   ADJUSTED
 DH4418* NAD 83(2011) EPOCH   -  2010.00
 DH4418* NAVD 88 ORTHO HEIGHT -   523.7   (meters)     1718.    (feet) GPS OBS
 DH4418  ______________________________________________________________________
 DH4418  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH4418  GEOID HEIGHT    -        -25.620 (meters)                     GEOID03
 DH4418  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 DH4418  NAD 83(2011) X  -   -748,403.273 (meters)                     COMP
 DH4418  NAD 83(2011) Y  - -4,551,109.573 (meters)                     COMP
 DH4418  NAD 83(2011) Z  -  4,391,391.884 (meters)                     COMP
 DH4418  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 DH4418
 DH4418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4418  Standards:
 DH4418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4418  -------------------------------------------------------------------
 DH4418  NETWORK    0.63   1.10           0.29   0.21   0.56     -0.01802967
 DH4418  -------------------------------------------------------------------
 DH4418  Click here for local accuracies and other accuracy information.
 DH4418
 DH4418.The horizontal coordinates were established by GPS observations
 DH4418.and adjusted by the National Geodetic Survey in June 2012.
 DH4418
 DH4418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4418.been affixed to the stable North American tectonic plate. See 
 DH4418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4418
 DH4418.The horizontal coordinates are valid at the epoch date displayed above
 DH4418.which is a decimal equivalence of Year/Month/Day.
 DH4418
 DH4418.The orthometric height was determined by GPS observations and a
 DH4418.high-resolution geoid model.
 DH4418
 DH4418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4418.GEOID18 height accuracy estimate available here.
 DH4418
 DH4418.Click photographs - Photos may exist for this station.
 DH4418
 DH4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4418
 DH4418.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4418
 DH4418.The ellipsoidal height was determined by GPS observations
 DH4418.and is referenced to NAD 83.
 DH4418
 DH4418. The following values were computed from the NAD 83(2011) position.
 DH4418
 DH4418;                    North         East     Units Scale Factor Converg.
 DH4418;SPC SD S     -   161,984.407   680,077.343   MT  0.99991120   +0 41 10.9
 DH4418;SPC SD S     -   531,443.84  2,231,220.42   sFT  0.99991120   +0 41 10.9
 DH4418;UTM  14      - 4,848,285.862   472,774.057   MT  0.99960912   -0 14 02.9
 DH4418
 DH4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4418!SPC SD S     -   0.99992191  x   0.99991120  =   0.99983312
 DH4418!UTM  14      -   0.99992191  x   0.99960912  =   0.99953106
 DH4418
 DH4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7277448285(NAD 83)
 DH4418
 DH4418                          SUPERSEDED SURVEY CONTROL
 DH4418
 DH4418  NAD 83(2007)-  43 47 13.66623(N)    099 20 18.16055(W) AD(2002.00) 0
 DH4418  ELLIP H (02/10/07)  498.059  (m)                       GP(2002.00)    
 DH4418  NAD 83(1996)-  43 47 13.66623(N)    099 20 18.16047(W) AD(       ) A
 DH4418  ELLIP H (06/30/05)  498.054  (m)                       GP(       ) 3 1
 DH4418
 DH4418.Superseded values are not recommended for survey control.
 DH4418
 DH4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4418.See file dsdata.pdf to determine how the superseded data were derived.
 DH4418
 DH4418_MARKER: DD = SURVEY DISK
 DH4418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4418_PROJECTION: FLUSH
 DH4418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4418+STABILITY: SURFACE MOTION
 DH4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4418+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2023
 DH4418
 DH4418  HISTORY     - Date     Condition        Report By
 DH4418  HISTORY     - 20040628 MONUMENTED       SDDT
 DH4418  HISTORY     - 20050713 GOOD             GEOCAC
 DH4418  HISTORY     - 20080903 GOOD             GEOCAC
 DH4418  HISTORY     - 20230707 GOOD             USPSQD
 DH4418
 DH4418                          STATION DESCRIPTION
 DH4418
 DH4418'DESCRIBED BY SD DEPT OF TRANSP 2004 (MJ)
 DH4418'THE STATION IS LOCATED ON THE WEST SIDE OF CHAMBERLAIN, AT THE
 DH4418'INTERSTATE HIGHWAY 90  REST AREA.  OWNERSHIP--STATE OF SOUTH DAKOTA.
 DH4418'
 DH4418'TO REACH THE STATION FROM THE EXIT TO THE REST AREA AT INTERSTATE
 DH4418'HIGHWAY 90 MILEPOST  264, PROCEED TO THE NORTHEAST QUADRANT OF THE
 DH4418'REST AREA.  PROCEED NORTH ON THE  SIDEWALK TRAIL ON THE EAST SIDE OF
 DH4418'THE SOUTH DAKOTA HIGHWAY PATROL OFFICE FOR 280 FEET  TO THE STATION ON
 DH4418'RIGHT.
 DH4418'
 DH4418'THE STATION IS A 12-INCH BRONZE CORPS OF DISCOVERY II COMMEMORATIVE
 DH4418'DISK SET IN A 2 FT  SQUARE CONCRETE PAD.  LOCATED 116 FEET NORTH OF
 DH4418'THE NORTHWEST CORNER OF A PICNIC  SHELTER, 40.5 FEET SOUTHEAST OF A
 DH4418'TRAIL WARNING SIGN, 35 FEET EAST OF A SIX INCH CEDAR  TREE, 10.5 FEET
 DH4418'EAST OF THE SIDEWALK AND 7 FEET NORTHWEST OF A 3 FT BY 3 FT
 DH4418'INFORMATIONAL  PODIUM THAT COMMEMORATES THE MISSOURI RIVER BRIDGES.
 DH4418'NOTE--THERE IS NO STAMPING ON  THE DISK.
 DH4418
 DH4418                          STATION RECOVERY (2005)
 DH4418
 DH4418'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 DH4418'RECOVERED IN GOOD CONDITION.
 DH4418
 DH4418                          STATION RECOVERY (2008)
 DH4418
 DH4418'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 DH4418'RECOVERED IN GOOD CONDITION.
 DH4418
 DH4418                          STATION RECOVERY (2023)
 DH4418
 DH4418'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMB)
 DH4418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0871 ***********************************************************************
 OR0871  DESIGNATION -  CHAMBERLAIN INDEP SCH DIST STK
 OR0871  PID         -  OR0871
 OR0871  STATE/COUNTY-  SD/BRULE
 OR0871  COUNTRY     -  US
 OR0871  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0871
 OR0871                         *CURRENT SURVEY CONTROL
 OR0871  ______________________________________________________________________
 OR0871* NAD 83(1996) POSITION- 43 48 22.75821(N) 099 19 50.35969(W)   ADJUSTED
 OR0871  ______________________________________________________________________
 OR0871  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 OR0871  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 OR0871  HORZ ORDER      -  THIRD
 OR0871
 OR0871.The horizontal coordinates were established by classical geodetic methods
 OR0871.and adjusted by the National Geodetic Survey in January 1998.
 OR0871
 OR0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0871.GEOID18 height accuracy estimate available here.
 OR0871
 OR0871.Click photographs - Photos may exist for this station.
 OR0871
 OR0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0871
 OR0871. The following values were computed from the NAD 83(1996) position.
 OR0871
 OR0871;                    North         East     Units Scale Factor Converg.
 OR0871;SPC SD S     -   164,123.948   680,673.080   MT  0.99991224   +0 41 30.1
 OR0871;SPC SD S     -   538,463.32  2,233,174.93   sFT  0.99991224   +0 41 30.1
 OR0871;UTM  14      - 4,850,414.911   473,403.901   MT  0.99960870   -0 13 44.0
 OR0871
 OR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7340350414(NAD 83)
 OR0871
 OR0871                          SUPERSEDED SURVEY CONTROL
 OR0871
 OR0871  NAD 83(1986)-  43 48 22.75589(N)    099 19 50.36758(W) AD(       ) 3
 OR0871  NAD 27      -  43 48 22.77700(N)    099 19 49.02100(W) AD(       ) 3
 OR0871
 OR0871.Superseded values are not recommended for survey control.
 OR0871
 OR0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0871.See file dsdata.pdf to determine how the superseded data were derived.
 OR0871
 OR0871_MARKER: 63 = STACK
 OR0871
 OR0871  HISTORY     - Date     Condition        Report By
 OR0871  HISTORY     - 1948     FIRST OBSERVED   CGS
 OR0871
 OR0871                          STATION DESCRIPTION
 OR0871
 OR0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0871'THE STATION IS LOCATED IN THE SOUTH END OF THE TOWN OF CHAMBERLAIN.
 OR0871'THE STATION IS ABOUT 40 FEET HIGH, 10 FEET SOUTH OF THE
 OR0871'SCHOOL BUILDING.  THE STATION IS A SMOKE STACK WHICH IS
 OR0871'ATTAHCED TO THE BOILER ROOM.  IT IS A BRICK STRUCTURE.
 OR0871'
 OR0871'TO REACH THE STATION FROM THE TAFT HOTEL IN CHAMBERLAIN, GO
 OR0871'SOUTH FOR 2 BLOCK, THEN TURN RIGHT (EAST) FOR 1 BLOCK TO A
 OR0871'DRIVEWAY ON THE RIGHT.  HERE TURN RIGHT INTO THE DRIVEWAY
 OR0871'FOR ABOUT 0.05 MILE TO THE STATION.
 OR0871'
 OR0871'THE POINT THAT WAS INTERSECTED WAS THE CENTER OF THE STACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0424 ***********************************************************************
 QT0424  DESIGNATION -  CHANCE
 QT0424  PID         -  QT0424
 QT0424  STATE/COUNTY-  SD/PERKINS
 QT0424  COUNTRY     -  US
 QT0424  USGS QUAD   -  CHANCE (2017)
 QT0424
 QT0424                         *CURRENT SURVEY CONTROL
 QT0424  ______________________________________________________________________
 QT0424* NAD 83(1996) POSITION- 45 26 36.50211(N) 102 16 10.81851(W)   ADJUSTED
 QT0424* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 QT0424  ______________________________________________________________________
 QT0424  GEOID HEIGHT    -        -18.631 (meters)                     GEOID18
 QT0424  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 QT0424  HORZ ORDER      -  THIRD
 QT0424
 QT0424.The horizontal coordinates were established by classical geodetic methods
 QT0424.and adjusted by the National Geodetic Survey in January 1998.
 QT0424
 QT0424.The orthometric height was scaled from a topographic map.
 QT0424
 QT0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0424.GEOID18 height accuracy estimate available here.
 QT0424
 QT0424.Click photographs - Photos may exist for this station.
 QT0424
 QT0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0424
 QT0424. The following values were computed from the NAD 83(1996) position.
 QT0424
 QT0424;                    North         East     Units Scale Factor Converg.
 QT0424;SPC SD N     -   181,414.746   422,459.340   MT  0.99996253   -1 36 22.8
 QT0424;SPC SD N     -   595,191.55  1,386,018.68   sFT  0.99996253   -1 36 22.8
 QT0424;UTM  13      - 5,035,843.078   713,524.003   MT  1.00016059   +1 56 46.5
 QT0424
 QT0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0424!SPC SD N     -   0.99987619  x   0.99996253  =   0.99983872
 QT0424!UTM  13      -   0.99987619  x   1.00016059  =   1.00003676
 QT0424
 QT0424:                Primary Azimuth Mark                     Grid Az
 QT0424:SPC SD N     -  CHANCE AZ MK                             089 59 15.3
 QT0424:UTM  13      -  CHANCE AZ MK                             086 26 06.0
 QT0424
 QT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1352435843(NAD 83)
 QT0424
 QT0424|---------------------------------------------------------------------|
 QT0424| PID    Reference Object                     Distance      Geod. Az  |
 QT0424|                                                           dddmmss.s |
 QT0424| CQ8059 CHANCE RM 1                           9.315 METERS 08303     |
 QT0424| CQ8058 CHANCE AZ MK                                       0882252.5 |
 QT0424| CQ8060 CHANCE RM 2                          16.203 METERS 26622     |
 QT0424|---------------------------------------------------------------------|
 QT0424
 QT0424                          SUPERSEDED SURVEY CONTROL
 QT0424
 QT0424  NAD 83(1993)-  45 26 36.49323(N)    102 16 10.81671(W) AD(       ) 3
 QT0424  NAD 83(1986)-  45 26 36.49306(N)    102 16 10.81661(W) AD(       ) 3
 QT0424  NAD 27      -  45 26 36.56800(N)    102 16 09.24700(W) AD(       ) 3
 QT0424
 QT0424.Superseded values are not recommended for survey control.
 QT0424
 QT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0424.See file dsdata.pdf to determine how the superseded data were derived.
 QT0424
 QT0424_MARKER: DS = TRIANGULATION STATION DISK
 QT0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0424_STAMPING: CHANCE 1952
 QT0424_MARK LOGO: CGS
 QT0424_PROJECTION: FLUSH
 QT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0424+STABILITY: SURFACE MOTION
 QT0424
 QT0424  HISTORY     - Date     Condition        Report By
 QT0424  HISTORY     - 1952     MONUMENTED       CGS
 QT0424
 QT0424                          STATION DESCRIPTION
 QT0424
 QT0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0424'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF CHANCE, IN THE
 QT0424'NORTHWEST 1/4 OF SECTION 14, T 17 N, R 15 E, 60 FEET EAST OF
 QT0424'A T-INTERSECTION OF WIRE FENCES, 44 FEET SOUTH OF THE CENTER
 QT0424'OF A GRADED DIRT ROAD, 35 FEET WEST OF THE WEST GATE POST OF A
 QT0424'WIRE GATE, 6 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST, AND 5
 QT0424'FEET SOUTH OF A WIRE FENCE.
 QT0424'
 QT0424'TO REACH THE STATION FROM THE VILLAGE OF CHANCE, GO NORTHERLY
 QT0424'ON A GRADED DIRT ROAD FOR 2.0 MILES.  THEN RIGHT, EAST, FOR
 QT0424'0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 QT0424'MARK FROM THE STATION, GO EAST ON A GRADED DIRT ROAD FOR 0.5
 QT0424'MILE TO THE MARK ON THE LEFT.
 QT0424'
 QT0424'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QT0424'STAMPED CHANCE 1952.
 QT0424'
 QT0424'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF THE CENTER OF THE
 QT0424'ROAD, 5 FEET WEST OF THE WEST GATE POST OF THE WIRE GATE, AND
 QT0424'1 FOOT SOUTH OF THE WIRE FENCE.  IT PROJECTS 3 INCHES, AND
 QT0424'THE DISK IS STAMPED CHANCE NO 1 1952.
 QT0424'
 QT0424'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF THE CENTER OF THE
 QT0424'ROAD, 7 FEET SOUTH OF THE FENCE CORNER, AND 1 FOOT EAST OF
 QT0424'A WIRE FENCE.  IT PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QT0424'CHANCE NO 2 1952.
 QT0424'
 QT0424'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF THE GRADED
 QT0424'DIRT ROAD, 3 FEET WEST OF A 4 IN X 4 IN WITNESS POST, AND 0.5
 QT0424'FOOT SOUTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 QT0424'DISK IS STAMPED CHANCE 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0716 ***********************************************************************
 PS0716  DESIGNATION -  CHANEY
 PS0716  PID         -  PS0716
 PS0716  STATE/COUNTY-  SD/HUGHES
 PS0716  COUNTRY     -  US
 PS0716  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0716
 PS0716                         *CURRENT SURVEY CONTROL
 PS0716  ______________________________________________________________________
 PS0716* NAD 83(1996) POSITION- 44 14 37.19501(N) 099 41 24.89439(W)   ADJUSTED
 PS0716* NAVD 88 ORTHO HEIGHT -   599.    (meters)     1965.    (feet) SCALED
 PS0716  ______________________________________________________________________
 PS0716  GEOID HEIGHT    -        -24.081 (meters)                     GEOID18
 PS0716  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 PS0716  HORZ ORDER      -  THIRD
 PS0716
 PS0716.The horizontal coordinates were established by classical geodetic methods
 PS0716.and adjusted by the National Geodetic Survey in January 1998.
 PS0716
 PS0716.The orthometric height was scaled from a topographic map.
 PS0716
 PS0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0716.GEOID18 height accuracy estimate available here.
 PS0716
 PS0716.Click photographs - Photos may exist for this station.
 PS0716
 PS0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0716
 PS0716. The following values were computed from the NAD 83(1996) position.
 PS0716
 PS0716;                    North         East     Units Scale Factor Converg.
 PS0716;SPC SD S     -   212,427.093   651,365.592   MT  0.99996642   +0 26 37.1
 PS0716;SPC SD S     -   696,937.89  2,137,021.95   sFT  0.99996642   +0 26 37.1
 PS0716;UTM  14      - 4,899,168.416   444,886.894   MT  0.99963736   -0 28 53.8
 PS0716
 PS0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0716!SPC SD S     -   0.99990981  x   0.99996642  =   0.99987623
 PS0716!UTM  14      -   0.99990981  x   0.99963736  =   0.99954720
 PS0716
 PS0716:                Primary Azimuth Mark                     Grid Az
 PS0716:SPC SD S     -  CHANEY AZ MK                             332 47 15.3
 PS0716:UTM  14      -  CHANEY AZ MK                             333 42 46.2
 PS0716
 PS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4488699168(NAD 83)
 PS0716
 PS0716|---------------------------------------------------------------------|
 PS0716| PID    Reference Object                     Distance      Geod. Az  |
 PS0716|                                                           dddmmss.s |
 PS0716| CO5375 CHANEY RM 1                           9.830 METERS 09948     |
 PS0716| CO5376 CHANEY RM 2                          10.787 METERS 19012     |
 PS0716| PS0715 INDIAN ALLOTMENT T109N R74W         367.101 METERS 27018     |
 PS0716| CO5374 CHANEY AZ MK                                       3331352.4 |
 PS0716|---------------------------------------------------------------------|
 PS0716
 PS0716                          SUPERSEDED SURVEY CONTROL
 PS0716
 PS0716  NAD 83(1986)-  44 14 37.19216(N)    099 41 24.90005(W) AD(       ) 3
 PS0716  NAD 27      -  44 14 37.24400(N)    099 41 23.48500(W) AD(       ) 3
 PS0716
 PS0716.Superseded values are not recommended for survey control.
 PS0716
 PS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0716.See file dsdata.pdf to determine how the superseded data were derived.
 PS0716
 PS0716_MARKER: DS = TRIANGULATION STATION DISK
 PS0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0716_STAMPING: CHANEY 1948
 PS0716_MARK LOGO: CGS
 PS0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0716+STABILITY: SURFACE MOTION
 PS0716
 PS0716  HISTORY     - Date     Condition        Report By
 PS0716  HISTORY     - 1948     MONUMENTED       CGS
 PS0716
 PS0716                          STATION DESCRIPTION
 PS0716
 PS0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0716'LOCATED 11 MILES EAST AND 2-1/2 MILES SOUTH OF DE GRAY POST OFFICE, 2
 PS0716'MILES NORTH OF THE BIG BEND OF THE MISSOURI RIVER AND 3/4 MILE WEST OF
 PS0716'CHANEY RUSH CREEK, IN SOUTH EAST 1/4 SEC. 14, T. 109 N., R. 74 W.  IT
 PS0716'IS ON A SMALL ROUND KNOLL, COVERED WITH LARGE BOULDERS AND BRUSH,
 PS0716'ABOUT 6 FEET SOUTH OF A ROCK PILE, 15 FEET NORTH OF AN EAST-WEST FENCE
 PS0716'AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.  IT PROJECTS 2 INCHES
 PS0716'AND THE DISC IS STAMPED CHANEY 1948.
 PS0716'
 PS0716'REFERENCE MARK NO. 1 IS 32.26 FEET EAST OF THE STATION AND 18 FEET
 PS0716'NORTH OF THE EAST-WEST FENCE.  IT PROJECTS 6 INCHES AND THE DISC IS
 PS0716'STAMPED CHANEY NO 1 1948.
 PS0716'
 PS0716'REFERENCE MARK NO. 2 IS 35.39 FEET SOUTH OF THE STATION AND 50.5 FEET
 PS0716'NORTH OF THE EAST-WEST FENCE.  IT PROJECTS 6 INCHES AND THE DISC IS
 PS0716'STAMPED CHANEY NO 2 1948.
 PS0716'
 PS0716'AZIMUTH MARK IS APPROXIMATELY 1 MILE NORTH-NORTHWEST OF THE STATION IN
 PS0716'THE EAST-WEST FENCE LINE WHERE IT CROSSES A ROUNDED RIDGE, 0.2 MILE
 PS0716'WEST OF GATE IN THE FENCE, 1 FOOT SOUTH OF THE FENCE LINE AND 4 FEET
 PS0716'WEST OF A WHITE WITNESS POST.  IT PROJECTS 3 INCHES AND THE DISC IS
 PS0716'STAMPED CHANEY 1948.
 PS0716'
 PS0716'STATION WAS REACHED FROM THE DE GREY POST OFFICE IN W.S. COOPERS STORE
 PS0716'(WHICH IS ABOUT 23-1/2 MILES SOUTH AND EAST OF PIERRE) BY GOING EAST
 PS0716'ON THE MAIN GRAVELED ROAD FOR 1.2 MILES TO A FORKS.  TAKE RIGHT FORK,
 PS0716'SOUTH AND EAST FOR 2.6 MILES TO A RIGHT-ANGLE TURN IN THE ROAD.
 PS0716'CONTINUE SOUTH 0.5 MILE TO A ROAD TO THE LEFT. TURN LEFT OR EAST AND
 PS0716'GO 2.0 MILES TO A GRAVEL ROAD.  TURN LEFT OR NORTH ON GRAVELED ROAD
 PS0716'FOR 2.9 MILES TO A CROSSROADS.  HERE TURN RIGHT OR EAST AND GO 6.55
 PS0716'MILES TO A WIRE GATE ON THE RIGHT AND A TRACK ROAD TO THE LEFT. TURN
 PS0716'RIGHT, THRU GATE, AND GO SOUTH 0.3 MILES TO A. BURKI AND SONS RANCH
 PS0716'BUILDINGS.  CONTINUE SOUTHEAST ACROSS RANCHYARD TO THE GATE IN THE
 PS0716'SOUTHEAST CORNER.  THENCE MAIN TRACK ROAD NORTHWESTERLY, PASSING TO
 PS0716'THE LEFT OF AN EARTH DAM, FOR 0.65 MILES TO GATE IN THE NORTH-SOUTH
 PS0716'FENCE.  GO THRU GATE AND FOLLOW MAIN TRACK ROAD WESTERLY FOR 0.55 MILE
 PS0716'TO A FENCE CORNER ABOUT 0.2 MILE EAST OF RANCH BUILDINGS.  HERE TURN
 PS0716'LEFT OR SOUTH AND FOLLOW TRACK ROAD SOUTHERLY FOR 1.75 MILES TO A GATE
 PS0716'WITH HIGH GATE POSTS.  GO THRU GATE AND CONTINUE SOUTHERLY FOR 0.95
 PS0716'MILE TO A Y-FORKS.  TAKE RIGHT FORKS AND GO SOUTHWESTERLY FOR 0.65
 PS0716'MILE TO A NORTH-SOUTH FENCE.  FOLLOW FENCE LINE SOUTH TO GATE IN FENCE
 PS0716'CORNER.  TURN RIGHT, THRU GATE AND GO WEST 0.1 MILE TO GATE IN THE
 PS0716'EAST-WEST FENCE. (AZIMUTH MARK REACHED FROM THIS POINT BY GOING WEST
 PS0716'ALONG FENCE FOR 0.2 MILE TO THE HIGH PART OF THE RIDGE AND THE MARK IN
 PS0716'THE FENCE LINE).  GO THRU GATE AND CONTINUE SOUTH, ON TRACK ROAD FOR
 PS0716'1.0 MILE TO EAST-WEST FENCE.  THEN EAST ALONG FENCE FOR 0.2 MILE TO
 PS0716'THE STATION SITE ON THE KNOLL MENTIONED ABOVE.
 PS0716'
 PS0716'A TRAVERSE CONNECTION WAS MADE TO INDIAN ALOTTMENT MARK WITH THE
 PS0716'FOLLOWING RESULTS--IT IS 367.135 METERS (1,204.51 FEET) WEST OF
 PS0716'STATION CHANEY.
 PS0716'
 PS0716'THIS MARK IS AN 1-1/2 INCH IRON PIPE THAT PROJECTS 18 INCHES WITH A
 PS0716'METAL CAP ON TOP AND STAMPED T109 R74 1491 1492.
 PS0716'
 PS0716'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0277 ***********************************************************************
 PT0277  DESIGNATION -  CHANTIER AZ MK RESET
 PT0277  PID         -  PT0277
 PT0277  STATE/COUNTY-  SD/STANLEY
 PT0277  COUNTRY     -  US
 PT0277  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0277
 PT0277                         *CURRENT SURVEY CONTROL
 PT0277  ______________________________________________________________________
 PT0277* NAD 83(1986) POSITION- 44 27 39.     (N) 100 36 38.     (W)   SCALED
 PT0277* NAVD 88 ORTHO HEIGHT -   595.81  (meters)     1954.8   (feet) RESET
 PT0277  ______________________________________________________________________
 PT0277  GEOID HEIGHT    -        -22.904 (meters)                     GEOID18
 PT0277  VERT ORDER      -  THIRD
 PT0277
 PT0277.The horizontal coordinates were scaled from a map and have
 PT0277.an estimated accuracy of +/- 6 seconds.
 PT0277
 PT0277.The orthometric height was computed from unverified reset data.
 PT0277
 PT0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0277.GEOID18 height accuracy estimate available here.
 PT0277
 PT0277.Click photographs - Photos may exist for this station.
 PT0277
 PT0277;                    North         East    Units  Estimated Accuracy
 PT0277;SPC SD S     -   236,400.      577,940.      MT  (+/- 180 meters Scaled)
 PT0277
 PT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ718243(NAD 83)
 PT0277
 PT0277                          SUPERSEDED SURVEY CONTROL
 PT0277
 PT0277.No superseded survey control is available for this station.
 PT0277
 PT0277_MARKER: DZ = AZIMUTH MARK DISK
 PT0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0277_STAMPING: CHANTIER 1948 1970 BM RESET
 PT0277_MARK LOGO: CGS
 PT0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0277+STABILITY: SURFACE MOTION
 PT0277
 PT0277  HISTORY     - Date     Condition        Report By
 PT0277  HISTORY     - 1970     MONUMENTED       NGS
 PT0277
 PT0277                          STATION DESCRIPTION
 PT0277
 PT0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0277'15 MI NW FROM FORT PIERRE.
 PT0277'0.9 MILE WESTERLY FROM THE POST OFFICE AND FEDERAL BUILDING
 PT0277'IN PIERRE ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 34 TO THE
 PT0277'CENTER OF THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE WESTERLY
 PT0277'ON HIGHWAYS 14 AND 34 FOR 6.75 MILES TO A SIDE ROAD RIGHT AND
 PT0277'SIGN, MISSION RIDGE, TURN RIGHT AND GO NORTH AND WEST ON GRAVELED
 PT0277'ROAD FOR 4.25 MILES TO THE JUNCTION WITH ROAD LEADING FROM
 PT0277'OAHE DAM, BEAR LEFT AND GO 4.7 MILES TO THE MARK ON THE RIGHT
 PT0277'IN PASTURE, 199 FEET NORTHEAST OF CENTER OF ROAD, 124 FEET
 PT0277'NORTHEAST OF R.O.W. FENCE, AND 1.5 FEET EAST OF A METAL WITNESS
 PT0277'POST.  IT IS ABOUT 1/2 MILE SOUTH OF THE LAKE ON THE TOP OF A
 PT0277'SMALL HILL.  ELEVATION TO THIS MARK WAS TRANSFERRED FROM B 332
 PT0277'1949.  THE DISK WAS REMOVED FROM THE BENCH MARK B332 1949 AT
 PT0277'THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0274 ***********************************************************************
 PT0274  DESIGNATION -  CHANTIER RESET
 PT0274  PID         -  PT0274
 PT0274  STATE/COUNTY-  SD/STANLEY
 PT0274  COUNTRY     -  US
 PT0274  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0274
 PT0274                         *CURRENT SURVEY CONTROL
 PT0274  ______________________________________________________________________
 PT0274* NAD 83(1996) POSITION- 44 27 49.18090(N) 100 36 41.56988(W)   ADJUSTED
 PT0274* NAVD 88 ORTHO HEIGHT -   598.66  (meters)     1964.1   (feet) RESET
 PT0274  ______________________________________________________________________
 PT0274  GEOID HEIGHT    -        -22.895 (meters)                     GEOID18
 PT0274  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC18
 PT0274  HORZ ORDER      -  SECOND
 PT0274  VERT ORDER      -  THIRD
 PT0274
 PT0274.The horizontal coordinates were established by classical geodetic methods
 PT0274.and adjusted by the National Geodetic Survey in January 1998.
 PT0274
 PT0274.The orthometric height was computed from unverified reset data.
 PT0274
 PT0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0274.GEOID18 height accuracy estimate available here.
 PT0274
 PT0274.Click photographs - Photos may exist for this station.
 PT0274
 PT0274.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0274
 PT0274. The following values were computed from the NAD 83(1996) position.
 PT0274
 PT0274;                    North         East     Units Scale Factor Converg.
 PT0274;SPC SD S     -   236,710.846   577,859.726   MT  1.00001583   -0 11 30.9
 PT0274;SPC SD S     -   776,608.83  1,895,861.45   sFT  1.00001583   -0 11 30.9
 PT0274;UTM  14      - 4,924,635.771   371,805.731   MT  0.99980210   -1 07 44.3
 PT0274
 PT0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0274!SPC SD S     -   0.99990973  x   1.00001583  =   0.99992556
 PT0274!UTM  14      -   0.99990973  x   0.99980210  =   0.99971185
 PT0274
 PT0274:                Primary Azimuth Mark                     Grid Az
 PT0274:SPC SD S     -  CHANTIER AZ MK RESET                     137 29 44.1
 PT0274:UTM  14      -  CHANTIER AZ MK RESET                     138 25 57.5
 PT0274
 PT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7180524635(NAD 83)
 PT0274
 PT0274|---------------------------------------------------------------------|
 PT0274| PID    Reference Object                     Distance      Geod. Az  |
 PT0274|                                                           dddmmss.s |
 PT0274| PT0272 CHANTIER RM 1                        14.424 METERS 00552     |
 PT0274| PT0275 CHANTIER RM 2                        14.530 METERS 11924     |
 PT0274| PT0277 CHANTIER AZ MK RESET                               1371813.2 |
 PT0274| PT0276 CHANTIER AZ MK                                     1570211.4 |
 PT0274|---------------------------------------------------------------------|
 PT0274
 PT0274                          SUPERSEDED SURVEY CONTROL
 PT0274
 PT0274  NAD 83(1986)-  44 27 49.17570(N)    100 36 41.57281(W) AD(       ) 2
 PT0274  NAD 27      -  44 27 49.25000(N)    100 36 40.06500(W) AD(       ) 2
 PT0274
 PT0274.Superseded values are not recommended for survey control.
 PT0274
 PT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0274.See file dsdata.pdf to determine how the superseded data were derived.
 PT0274
 PT0274_MARKER: DS = TRIANGULATION STATION DISK
 PT0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0274_STAMPING: CHANTIER 1948 1970
 PT0274_MARK LOGO: CGS
 PT0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0274+STABILITY: SURFACE MOTION
 PT0274
 PT0274  HISTORY     - Date     Condition        Report By
 PT0274  HISTORY     - 1970     MONUMENTED       NGS
 PT0274  HISTORY     - 1970     GOOD             NGS
 PT0274
 PT0274                          STATION DESCRIPTION
 PT0274
 PT0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0274'15.5 MI NW FROM FORT PIERRE.
 PT0274'0.9 MILE WESTERLY FROM THE POST OFFICE AND FEDERAL BUILDING
 PT0274'IN PIERRE ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 34 TO THE
 PT0274'CENTER OF THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE WESTERLY
 PT0274'ON HIGHWAYS 14 AND 34 FOR 6.75 MILES TO A SIDE ROAD RIGHT AND
 PT0274'A SIGN, MISSION RIDGE, TURN RIGHT AND GO NORTH AND WEST ON
 PT0274'GRAVELED ROAD FOR 4.25 MILES TO THE JUNCTION WITH ROAD LEADING
 PT0274'FROM THE OAHE DAM, BEAR LEFT AND GO 5.2 MILES TO THE MARK ON
 PT0274'THE RIGHT, 0.2 MILE NORTHEAST OF THE ROAD, IN PASTURE LAND ON
 PT0274'A SMALL HILL NEAR THE NORTH END OF A RIDGE OVER-LOOKING OAHE
 PT0274'LAKE, 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 PT0274
 PT0274                          STATION RECOVERY (1970)
 PT0274
 PT0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0274'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 PT0274'MARK WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  OBSERVED
 PT0274'ANGLES SHOWED THE REFERENCE MARKS TO DIFFER APPROXIMATELY 14 AND 12
 PT0274'MINUTES FROM THE 1948 VALUES, AND 10 MINUTES FROM THE 1952 VALUES,
 PT0274'WITH THE ANGLE BETWEEN THE REFERENCE MARKS BECOMING SMALLER IN EACH
 PT0274'OBSERVATION.  THE DISTANCE TO THE REFERENCE MARKS IS LONGER BY 0.038
 PT0274'AND 0.069 METERS.  THE MARKS ARE BENCH MARKS - A DIFFERENCE OF -.003
 PT0274'METERS FOR R.M. 1 AND -.032 METERS FOR R.M. 2 WAS FOUND FROM THE
 PT0274'PUBLISHED ELEVATIONS.  THE TWO REFERENCE MARKS ARE ON THE SLOPE OF THE
 PT0274'HILL TOWARD THE LAKE CREATED BY OAHE DAMM AND DO APPEAR SLIGHTLY
 PT0274'TILTED, THE STATION MARK IS AT THE TOP OF THE HILL AND WAS UPRIGHT.
 PT0274'THE SURFACE STATION MARK WAS PULLED OUT TO CHECK THE SUB-SURFACE MARK
 PT0274'- THE BOTTOM MARK CAME UP WITH THE SURFACE MARK.  THE MARKS WERE RESET
 PT0274'AT THE HORIZONTAL POSITION HELD FOR THE SURFACE MARK.  A NEW AZIMUTH
 PT0274'MARK WAS SET AT THIS TIME, AND THE DISK REMOVED FROM THE ORIGINAL
 PT0274'MARK.  THE AZIMUTH ELEVATION WAS NOT TRANSFERRED TO A NEW MARK -
 PT0274'ELEVATION OF THE NEW AZIMUTH MARK WAS TRANSFERRED FROM BENCH MARK B
 PT0274'332 1949.  BENCH MARK C 332 RESET 1970 WAS OBSERVED FOR A CHECK OR
 PT0274'SECOND AZIMUTH MARK.
 PT0274'
 PT0274'A NEW DESCRIPTION FOLLOWS--
 PT0274'
 PT0274'THE STATION MARK IS A STANDARD DISK STAMPED CHANTIER 1948 1970, SET IN
 PT0274'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS LOCATED
 PT0274'ABOUT 15 MILES NORTHWEST OF PIERRE, ABOUT 0.75 MILE SOUTHWEST OF OAHE
 PT0274'LAKE, 0.2 MILE NORTH OF A GRAVELED ROAD, AT THE TOP OF A HILL NEAR THE
 PT0274'NORTH END OF A NORTH-SOUTH RIDGE, AND 2-FEET SOUTHEAST OF A METAL
 PT0274'WITNESS POST.
 PT0274'
 PT0274'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHANTIER NO 1 1948,
 PT0274'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.  IT IS ON
 PT0274'THE NORTH SLOPE OF THE HILL.
 PT0274'
 PT0274'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHANTIER NO 2 1948,
 PT0274'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.  IT IS ON
 PT0274'THE SOUTHEAST SLOPE OF THE HILL.
 PT0274'
 PT0274'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHANTIER 1948 1970 BM
 PT0274'RESET SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 PT0274'IN PASTURE LAND AT THE TOP OF A SMALL HILL, ABOUT 3/4 MILE SOUTHWEST
 PT0274'OF OAHE LAKE, 199 FEET NORTHEAST OF CENTER OF ROAD, 124 FEET NORTHEAST
 PT0274'OF R.O.W. FENCE LINE, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 PT0274'
 PT0274'TO REACH THE STATION FROM THE POST OFFICE AND FEDERAL BUILDING IN
 PT0274'PIERRE AT THE INTERSECTION OF U.S. HIGHWAYS 14 AND 83, AND STATE
 PT0274'HIGHWAY 34, GO WESTERLY ON HIGHWAYS 14 AND 34 FOR 0.9 MILE TO THE
 PT0274'CENTER OF THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE WESTERLY FOR
 PT0274'1.4 MILES TO THE JUNCTION WITH STATE HIGHWAY 514 ON THE RIGHT (NORTH)
 PT0274'CONTINUE STRAIGHT AHEAD WEST ON HIGHWAYS 14 AND 34 FOR 5.35 MILES TO A
 PT0274'GRAVELED ROAD RIGHT, AND SIGN, MISSION RIDGE, TURN RIGHT ON GRAVELED
 PT0274'ROAD AND GO NORTH AND WEST FOR 4.25 MILES TO THE JUNCTION WITH ROAD
 PT0274'LEADING FROM OAHE DAM AND OVER-LOOKING OAHE LAKE.  BEAR LEFT AND
 PT0274'FOLLOW ROAD ALONG MISSION RIDGE FOR 4.7 MILES TO THE AZIMUTH MARK ON
 PT0274'THE RIGHT IN PASTURE, FROM THE AZIMUTH MARK CONTINUE ACROSS PASTURE IN
 PT0274'A NORTHWESTERLY DIRECTION FOR 0.5 MILE TO THE STATION AS DESCRIBED.
 PT0274'
 PT0274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES NORTHWEST
 PT0274'OF FORT PIERRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0272 ***********************************************************************
 PT0272  DESIGNATION -  CHANTIER RM 1
 PT0272  PID         -  PT0272
 PT0272  STATE/COUNTY-  SD/STANLEY
 PT0272  COUNTRY     -  US
 PT0272  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0272
 PT0272                         *CURRENT SURVEY CONTROL
 PT0272  ______________________________________________________________________
 PT0272* NAD 83(1986) POSITION- 44 27 49.65   (N) 100 36 41.50   (W)   HD_HELD1
 PT0272* NAVD 88 ORTHO HEIGHT -   597.934 (meters)     1961.72  (feet) ADJUSTED
 PT0272  ______________________________________________________________________
 PT0272  GEOID HEIGHT    -        -22.895 (meters)                     GEOID18
 PT0272  DYNAMIC HEIGHT  -        597.812 (meters)     1961.32  (feet) COMP
 PT0272  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 PT0272
 PT0272  VERT ORDER      -  FIRST     CLASS II
 PT0272
 PT0272.The horizontal coordinates were determined by differentially corrected
 PT0272.hand held GPS observations or other comparable positioning techniques
 PT0272.and have an estimated accuracy of +/- 3 meters.
 PT0272
 PT0272.The orthometric height was determined by differential leveling and
 PT0272.adjusted by the NATIONAL GEODETIC SURVEY
 PT0272.in June 1991.
 PT0272
 PT0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0272.GEOID18 height accuracy estimate available here.
 PT0272
 PT0272.Click photographs - Photos may exist for this station.
 PT0272
 PT0272.The dynamic height is computed by dividing the NAVD 88
 PT0272.geopotential number by the normal gravity value computed on the
 PT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0272.degrees latitude (g = 980.6199 gals.).
 PT0272
 PT0272.The modeled gravity was interpolated from observed gravity values.
 PT0272
 PT0272;                    North         East    Units  Estimated Accuracy
 PT0272;SPC SD S     -   236,725.3     577,861.3     MT  (+/- 3 meters HH1 GPS) 
 PT0272
 PT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7180724650(NAD 83)
 PT0272
 PT0272                          SUPERSEDED SURVEY CONTROL
 PT0272
 PT0272  NGVD 29 (??/??/92)  597.551  (m)         1960.47   (f) ADJ UNCH    1 2
 PT0272
 PT0272.Superseded values are not recommended for survey control.
 PT0272
 PT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0272.See file dsdata.pdf to determine how the superseded data were derived.
 PT0272
 PT0272_MARKER: DR = REFERENCE MARK DISK
 PT0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0272_STAMPING: CHANTIER NO 1 1948
 PT0272_MARK LOGO: CGS
 PT0272_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0272+STABILITY: SURFACE MOTION
 PT0272
 PT0272  HISTORY     - Date     Condition        Report By
 PT0272  HISTORY     - 1948     MONUMENTED       CGS
 PT0272  HISTORY     - 1970     POOR             NGS
 PT0272
 PT0272                          STATION DESCRIPTION
 PT0272
 PT0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0272'15.5 MI NW FROM FORT PIERRE.
 PT0272'IN RECOVERING TRIANGULATION STATION CHANTIER 1948 IT WAS FOUND
 PT0272'THAT THE DISTANCE TO REFERENCE MARK NO. 1 WAS LONGER BY .038
 PT0272'METERS AND THE DIFFERENCE IN ELEVATION BETWEEN IT AND THE
 PT0272'STATION MARK SHOWED THE R.M. TO BE .003 METERS LOWER THEN THE
 PT0272'PUBLISHED DIFFERENCES.  THE MARK IS SOLID, BUT IS TILTED SLIGHTLY
 PT0272'TOWARD THE EAST.  THE CHANGES DO NOT APPEAR TO HAVE BEEN CAUSED
 PT0272'BY THE MARKS BEING BUMPED.  IT IS 0.9 MILE WESTERLY FROM THE POST
 PT0272'OFFICE AND FEDERAL BUILDING IN PIERRE ALONG U.S. HIGHWAY 14 AND
 PT0272'STATE HIGHWAY 34 TO THE CENTER OF THE BRIDGE OVER THE MISSOURI
 PT0272'RIVER, CONTINUE WESTERLY ON HIGHWAYS 14 AND 34 FOR 6.75 MILES
 PT0272'TO A SIDE ROAD RIGHT AND A SIGN, MISSION RIDGE, TURN RIGHT AND
 PT0272'GO NORTH AND WEST ON GRAVELED ROAD FOR 4.25 MILES TO THE JUNCTION
 PT0272'WITH ROAD LEADING FROM THE OAHE DAM, BEAR LEFT AND GO 5.2 MILES
 PT0272'TO THE MARK ON THE RIGHT, 0.2 MILE NORTHEAST OF THE ROAD IN
 PT0272'PASTURE LAND ON A SMALL HILL NEAR THE NORTH END OF A RIDGE
 PT0272'OVER-LOOKING OAHE LAKE, 47 FEET NORTH OF TRIANGULATION STATION
 PT0272'CHANTIER 1948 1970, SET IN A SQUARE CONCRETE MONUMENT WHICH
 PT0272'PROJECTS 12-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0275 ***********************************************************************
 PT0275  DESIGNATION -  CHANTIER RM 2
 PT0275  PID         -  PT0275
 PT0275  STATE/COUNTY-  SD/STANLEY
 PT0275  COUNTRY     -  US
 PT0275  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0275
 PT0275                         *CURRENT SURVEY CONTROL
 PT0275  ______________________________________________________________________
 PT0275* NAD 83(1986) POSITION- 44 27 48.95   (N) 100 36 41.00   (W)   HD_HELD1
 PT0275* NAVD 88 ORTHO HEIGHT -   598.220 (meters)     1962.66  (feet) ADJUSTED
 PT0275  ______________________________________________________________________
 PT0275  GEOID HEIGHT    -        -22.896 (meters)                     GEOID18
 PT0275  DYNAMIC HEIGHT  -        598.097 (meters)     1962.26  (feet) COMP
 PT0275  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 PT0275
 PT0275  VERT ORDER      -  FIRST     CLASS II
 PT0275
 PT0275.The horizontal coordinates were determined by differentially corrected
 PT0275.hand held GPS observations or other comparable positioning techniques
 PT0275.and have an estimated accuracy of +/- 3 meters.
 PT0275
 PT0275.The orthometric height was determined by differential leveling and
 PT0275.adjusted by the NATIONAL GEODETIC SURVEY
 PT0275.in June 1991.
 PT0275
 PT0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0275.GEOID18 height accuracy estimate available here.
 PT0275
 PT0275.Click photographs - Photos may exist for this station.
 PT0275
 PT0275.The dynamic height is computed by dividing the NAVD 88
 PT0275.geopotential number by the normal gravity value computed on the
 PT0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0275.degrees latitude (g = 980.6199 gals.).
 PT0275
 PT0275.The modeled gravity was interpolated from observed gravity values.
 PT0275
 PT0275;                    North         East    Units  Estimated Accuracy
 PT0275;SPC SD S     -   236,703.7     577,872.3     MT  (+/- 3 meters HH1 GPS) 
 PT0275
 PT0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7181824628(NAD 83)
 PT0275
 PT0275                          SUPERSEDED SURVEY CONTROL
 PT0275
 PT0275  NGVD 29 (??/??/92)  597.837  (m)         1961.40   (f) ADJ UNCH    1 2
 PT0275
 PT0275.Superseded values are not recommended for survey control.
 PT0275
 PT0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0275.See file dsdata.pdf to determine how the superseded data were derived.
 PT0275
 PT0275_MARKER: DR = REFERENCE MARK DISK
 PT0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0275_STAMPING: CHANTIER NO 2 1948
 PT0275_MARK LOGO: CGS
 PT0275_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0275+STABILITY: SURFACE MOTION
 PT0275
 PT0275  HISTORY     - Date     Condition        Report By
 PT0275  HISTORY     - 1948     MONUMENTED       CGS
 PT0275  HISTORY     - 1970     GOOD             NGS
 PT0275
 PT0275                          STATION DESCRIPTION
 PT0275
 PT0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0275'15.5 MI NW FROM FORT PIERRE.
 PT0275'IN RECOVERING TRIANGULATION STATION CHANTIER 1948 IT WAS FOUND
 PT0275'THAT THE DISTANCE TO REFERENCE MARK NO. 2 WAS LONGER BY .069
 PT0275'METERS AND THE DIFFERENCE IN ELEVATION BETWEEN IT AND THE STATION
 PT0275'MARK SHOWED THE R.M. TO BE .032 METERS LOWER THEN THE PUBLISHED
 PT0275'DIFFERENCES.  THE MARK IS SOLID BUT IS TILTED SLIGHTLY TOWARD
 PT0275'THE WEST.  THE CHANGES DO NOT APPEAR TO HAVE BEEN CAUSED BY THE
 PT0275'MARKS BEING BUMPED.  IT IS 0.9 MILE WESTERLY FROM THE POST
 PT0275'OFFICE AND FEDERAL BUILDING IN PIERRE ALONG U.S. HIGHWAY 14 AND
 PT0275'STATE HIGHWAY 34 TO THE CENTER OF THE BRIDGE OVER THE MISSOURI
 PT0275'RIVER, CONTINUE WESTERLY ON HIGHWAYS 14 AND 34 FOR 6.75 MILES
 PT0275'TO A SIDE ROAD RIGHT AND A SIGN, MISSION RIDGE, TURN RIGHT AND
 PT0275'GO NORTH AND WEST ON GRAVELED ROAD FOR 4.25 MILES TO THE JUNCTION
 PT0275'WITH ROAD LEADING FROM THE OAHE DAM, BEAR LEFT AND GO 5.2 MILES
 PT0275'TO THE MARK ON THE RIGHT, 0.2 MILE NORTHEAST OF THE ROAD, IN
 PT0275'PASTURE LAND ON A SMALL HILL NEAR THE NORTH END OF A RIDGE
 PT0275'OVER-LOOKING OAHE LAKE, 47 FEET SOUTHEAST OF TRIANGULATION
 PT0275'STATION CHANTIER 1948 1970, SET IN THE TOP OF A SQUARE CONCRETE
 PT0275'MONUMENT WHICH PROJECTS 12-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0723 ***********************************************************************
 PS0723  DESIGNATION -  CHAPELLE
 PS0723  PID         -  PS0723
 PS0723  STATE/COUNTY-  SD/HUGHES
 PS0723  COUNTRY     -  US
 PS0723  USGS QUAD   -  DE GREY (2017)
 PS0723
 PS0723                         *CURRENT SURVEY CONTROL
 PS0723  ______________________________________________________________________
 PS0723* NAD 83(1996) POSITION- 44 16 34.29107(N) 099 54 05.74578(W)   ADJUSTED
 PS0723* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 PS0723  ______________________________________________________________________
 PS0723  GEOID HEIGHT    -        -23.951 (meters)                     GEOID18
 PS0723  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 PS0723  HORZ ORDER      -  SECOND
 PS0723
 PS0723.The horizontal coordinates were established by classical geodetic methods
 PS0723.and adjusted by the National Geodetic Survey in January 1998.
 PS0723
 PS0723.The orthometric height was scaled from a topographic map.
 PS0723
 PS0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0723.GEOID18 height accuracy estimate available here.
 PS0723
 PS0723.Click photographs - Photos may exist for this station.
 PS0723
 PS0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0723
 PS0723. The following values were computed from the NAD 83(1996) position.
 PS0723
 PS0723;                    North         East     Units Scale Factor Converg.
 PS0723;SPC SD S     -   215,931.982   634,465.871   MT  0.99997278   +0 17 52.2
 PS0723;SPC SD S     -   708,436.84  2,081,576.78   sFT  0.99997278   +0 17 52.2
 PS0723;UTM  14      - 4,902,944.829   428,051.422   MT  0.99966366   -0 37 46.0
 PS0723
 PS0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0723!SPC SD S     -   0.99992358  x   0.99997278  =   0.99989637
 PS0723!UTM  14      -   0.99992358  x   0.99966366  =   0.99958727
 PS0723
 PS0723:                Primary Azimuth Mark                     Grid Az
 PS0723:SPC SD S     -  S 312                                    283 00 04.8
 PS0723:UTM  14      -  S 312                                    283 55 43.0
 PS0723
 PS0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2805102944(NAD 83)
 PS0723
 PS0723|---------------------------------------------------------------------|
 PS0723| PID    Reference Object                     Distance      Geod. Az  |
 PS0723|                                                           dddmmss.s |
 PS0723| CO5377 CHAPELLE RM 1                        19.457 METERS 02328     |
 PS0723| CO5378 CHAPELLE RM 2                        18.569 METERS 13828     |
 PS0723| PS0428 S 312                                              2831757.0 |
 PS0723|---------------------------------------------------------------------|
 PS0723
 PS0723                          SUPERSEDED SURVEY CONTROL
 PS0723
 PS0723  NAD 83(1986)-  44 16 34.28802(N)    099 54 05.75080(W) AD(       ) 2
 PS0723  NAD 27      -  44 16 34.34400(N)    099 54 04.32000(W) AD(       ) 2
 PS0723
 PS0723.Superseded values are not recommended for survey control.
 PS0723
 PS0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0723.See file dsdata.pdf to determine how the superseded data were derived.
 PS0723
 PS0723_MARKER: DS = TRIANGULATION STATION DISK
 PS0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0723_STAMPING: CHAPELLE 1948
 PS0723_MARK LOGO: CGS
 PS0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0723+STABILITY: SURFACE MOTION
 PS0723
 PS0723  HISTORY     - Date     Condition        Report By
 PS0723  HISTORY     - 1948     MONUMENTED       CGS
 PS0723  HISTORY     - 1948     GOOD             CGS
 PS0723
 PS0723                          STATION DESCRIPTION
 PS0723
 PS0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PS0723'THE STATION IS LOCATED ABOUT 25 MILES EAST-SOUTHEAST OF PIERRE AND
 PS0723'1 MILE SOUTHEAST OF THE DEGREY POST OFFICE.  IT IS LOCATED
 PS0723'ON THE SOUTHERN EDGE OF THE BLUFF THAT OVERLOOKS THE MISSOURI
 PS0723'RIVER TO THE SOUTH AND SOUTHWEST, 20 FEET EAST OF THE EDGE OF
 PS0723'BLUFF, 75 FEET WEST OF THE WESTERN EDGE OF CULTIVATED FIELD,
 PS0723'AND ON LAND OWNED BY H.C. CALHOON.  THE MARK PROJECTS 8 INCHES,
 PS0723'AND THE DISK IS STAMPED CHAPELLE 1948.
 PS0723'
 PS0723'REFERENCE MARK NO. 1 IS 63.84 FEET NORTH OF THE STATION AND
 PS0723'ABOUT 15 FEET EAST OF THE EDGE OF THE BLUFF.  THE MARK PROJECTS
 PS0723'8 INCHES, AND THE DISK IS STAMPED CHAPELLE NO 1 1948.
 PS0723'
 PS0723'REFERENCE MARK NO. 2 IS 60.92 FEET SOUTHEAST OF THE STATION.  THE
 PS0723'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED CHAPELLE NO
 PS0723'2 1948.
 PS0723'
 PS0723'THE AZIMUTH MARK IS 1.2 MILE WEST OF THE STATION, 0.5 MILE WEST
 PS0723'OF THE DEGREY POST OFFICE, 42 FEET SOUTH OF THE APPROXIMATE
 PS0723'CENTERLINE OF A GRAVELED ROAD, 38 FEET WEST OF THE APPROXIMATE
 PS0723'CENTERLINE OF A DIRT ROAD, 2-1/2 FEET NORTH OF A WITNESS POST
 PS0723'AND 2 FEET EAST OF A FENCE LINE.  THE DISK IS A STANDARD U.S.C.
 PS0723'AND G.S. BENCH MARK DISK THAT PROJECTS 4 INCHES.  THE DISK IS
 PS0723'STAMPED S 312 1946.
 PS0723'
 PS0723'TO REACH THE STATION FROM THE ST. CHARLES HOTEL IN PIERRE, GO
 PS0723'SOUTHEAST ON CAPITOL AVE. FOR 3.25 MILES TO THE END OF HARD
 PS0723'SURFACED ROAD, CONTINUE ON EAST ON GRAVELED ROAD FOR 10.6 MILES
 PS0723'TO A RAILROAD CROSSING, CROSS TRACKS AND CONTINUE ON MAIN
 PS0723'TRAVELED ROAD FOR 9 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH
 PS0723'MARK ON THE RIGHT.  CONTINUE ON EAST FOR 0.5 MILE TO THE DEGREY
 PS0723'POST OFFICE ON THE LEFT.  CONTINUE ON EAST UP HILL FOR 0.6 MILE
 PS0723'TO A TRACK ROAD ON THE RIGHT WHICH IS JUST BEFORE REACHING THE
 PS0723'SUMMIT OF HILL.  TURN RIGHT AND FOLLOW THE WESTERN EDGE OF
 PS0723'CULTIVATED FIELD FOR 0.4 MILE TO THE STATION ON THE RIGHT AS
 PS0723'DESCRIBED.
 PS0723'
 PS0723'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0723
 PS0723                          STATION RECOVERY (1948)
 PS0723
 PS0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0723'STATION WAS RECOVERED AS DESCRIBED BY F.X.P. IN 1948 AND ALL
 PS0723'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND
 PS0723'DIRECTION TO THE REFERENCE MARKS AND AZIMUTH MARK WERE FOUND TO
 PS0723'BE CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PS0723'
 PS0723'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0724 ***********************************************************************
 PS0724  DESIGNATION -  CHAPELLE CREEK
 PS0724  PID         -  PS0724
 PS0724  STATE/COUNTY-  SD/HUGHES
 PS0724  COUNTRY     -  US
 PS0724  USGS QUAD   -  DE GREY (2017)
 PS0724
 PS0724                         *CURRENT SURVEY CONTROL
 PS0724  ______________________________________________________________________
 PS0724* NAD 83(1996) POSITION- 44 16 32.25214(N) 099 54 03.32299(W)   ADJUSTED
 PS0724* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 PS0724  ______________________________________________________________________
 PS0724  GEOID HEIGHT    -        -23.952 (meters)                     GEOID18
 PS0724  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 PS0724  HORZ ORDER      -  SECOND
 PS0724
 PS0724.The horizontal coordinates were established by classical geodetic methods
 PS0724.and adjusted by the National Geodetic Survey in January 1998.
 PS0724
 PS0724.The orthometric height was scaled from a topographic map.
 PS0724
 PS0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0724.GEOID18 height accuracy estimate available here.
 PS0724
 PS0724.Click photographs - Photos may exist for this station.
 PS0724
 PS0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0724
 PS0724. The following values were computed from the NAD 83(1996) position.
 PS0724
 PS0724;                    North         East     Units Scale Factor Converg.
 PS0724;SPC SD S     -   215,869.330   634,519.924   MT  0.99997267   +0 17 53.9
 PS0724;SPC SD S     -   708,231.29  2,081,754.12   sFT  0.99997267   +0 17 53.9
 PS0724;UTM  14      - 4,902,881.330   428,104.438   MT  0.99966357   -0 37 44.3
 PS0724
 PS0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0724!SPC SD S     -   0.99992358  x   0.99997267  =   0.99989626
 PS0724!UTM  14      -   0.99992358  x   0.99966357  =   0.99958718
 PS0724
 PS0724:                Primary Azimuth Mark                     Grid Az
 PS0724:SPC SD S     -  FORT GEORGE                              249 29 59.4
 PS0724:UTM  14      -  FORT GEORGE                              250 25 37.6
 PS0724
 PS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2810402881(NAD 83)
 PS0724
 PS0724|---------------------------------------------------------------------|
 PS0724| PID    Reference Object                     Distance      Geod. Az  |
 PS0724|                                                           dddmmss.s |
 PS0724| PT1013 FORT GEORGE                         APPROX.11.4 KM 2494753.3 |
 PS0724|---------------------------------------------------------------------|
 PS0724
 PS0724                          SUPERSEDED SURVEY CONTROL
 PS0724
 PS0724  NAD 83(1986)-  44 16 32.24930(N)    099 54 03.32819(W) AD(       ) 2
 PS0724  NAD 27      -  44 16 32.31100(N)    099 54 01.89500(W) AD(       ) 2
 PS0724  MORC        -  44 16 29.61000(N)    099 54 01.86000(W) AD(       ) 3
 PS0724
 PS0724.Superseded values are not recommended for survey control.
 PS0724
 PS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0724.See file dsdata.pdf to determine how the superseded data were derived.
 PS0724
 PS0724_MARKER: Z = SEE DESCRIPTION
 PS0724_SETTING: 0 = UNSPECIFIED SETTING
 PS0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0724
 PS0724  HISTORY     - Date     Condition        Report By
 PS0724  HISTORY     - 1889     MONUMENTED       MORC
 PS0724
 PS0724                          STATION DESCRIPTION
 PS0724
 PS0724'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PS0724'CHAPELLE CREEK IS ON LEFT BANK, ON BROW OF FIRST HIGH BLUFF.
 PS0724'COUNTRY BACK OF STATION IS HIGH PLATEAU 1-1/2 MILES EAST OF JONES
 PS0724'RANCH, WHICH IS ALSO DE GRAY POST-OFFICE, AND 1-1/2 MILES FROM
 PS0724'RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0860 ***********************************************************************
 QS0860  DESIGNATION -  CHAPIN
 QS0860  PID         -  QS0860
 QS0860  STATE/COUNTY-  SD/CORSON
 QS0860  COUNTRY     -  US
 QS0860  USGS QUAD   -  HUMP BUTTE (2017)
 QS0860
 QS0860                         *CURRENT SURVEY CONTROL
 QS0860  ______________________________________________________________________
 QS0860* NAD 83(1996) POSITION- 45 56 38.76170(N) 101 22 51.73054(W)   ADJUSTED
 QS0860* NAVD 88 ORTHO HEIGHT -   763.5   (meters)     2505.    (feet) VERTCON3
 QS0860  ______________________________________________________________________
 QS0860  GEOID HEIGHT    -        -20.328 (meters)                     GEOID18
 QS0860  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 QS0860  HORZ ORDER      -  SECOND
 QS0860
 QS0860.The horizontal coordinates were established by classical geodetic methods
 QS0860.and adjusted by the National Geodetic Survey in January 1998.
 QS0860
 QS0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0860
 QS0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0860.GEOID18 height accuracy estimate available here.
 QS0860
 QS0860.Click photographs - Photos may exist for this station.
 QS0860
 QS0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0860
 QS0860. The following values were computed from the NAD 83(1996) position.
 QS0860
 QS0860;                    North         East     Units Scale Factor Converg.
 QS0860;SPC SD N     -   235,481.994   492,911.380   MT  1.00006079   -0 58 38.7
 QS0860;SPC SD N     -   772,577.18  1,617,160.09   sFT  1.00006079   -0 58 38.7
 QS0860;UTM  14      - 5,090,593.359   315,446.959   MT  1.00001873   -1 42 41.9
 QS0860
 QS0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0860!SPC SD N     -   0.99988350  x   1.00006079  =   0.99994429
 QS0860!UTM  14      -   0.99988350  x   1.00001873  =   0.99990223
 QS0860
 QS0860:                Primary Azimuth Mark                     Grid Az
 QS0860:SPC SD N     -  MCINTOSH MUNICIPAL TANK                  136 59 13.0
 QS0860:UTM  14      -  MCINTOSH MUNICIPAL TANK                  137 43 16.2
 QS0860
 QS0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1544690593(NAD 83)
 QS0860
 QS0860|---------------------------------------------------------------------|
 QS0860| PID    Reference Object                     Distance      Geod. Az  |
 QS0860|                                                           dddmmss.s |
 QS0860| CQ8062 CHAPIN RM 1                          23.432 METERS 08609     |
 QS0860| QS0857 MCINTOSH MUNICIPAL TANK             APPROX. 3.4 KM 1360034.3 |
 QS0860| QS0856 MCINTOSH ST BONAVENTURE CH          APPROX. 3.4 KM 1364131.0 |
 QS0860| CQ8061 CHAPIN AZ MK                                       1473618.5 |
 QS0860| CQ8063 CHAPIN RM 2                          37.999 METERS 18520     |
 QS0860|---------------------------------------------------------------------|
 QS0860
 QS0860                          SUPERSEDED SURVEY CONTROL
 QS0860
 QS0860  NAD 83(1986)-  45 56 38.75341(N)    101 22 51.72700(W) AD(       ) 2
 QS0860  NAD 27      -  45 56 38.73600(N)    101 22 50.25800(W) AD(       ) 2
 QS0860  NGVD 29 (07/19/86)  763.0    (m)         2503.     (f) VERT ANG       
 QS0860
 QS0860.Superseded values are not recommended for survey control.
 QS0860
 QS0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0860.See file dsdata.pdf to determine how the superseded data were derived.
 QS0860
 QS0860_MARKER: DS = TRIANGULATION STATION DISK
 QS0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0860_STAMPING: CHAPIN 1934
 QS0860_MARK LOGO: CGS
 QS0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0860+STABILITY: SURFACE MOTION
 QS0860
 QS0860  HISTORY     - Date     Condition        Report By
 QS0860  HISTORY     - 1934     MONUMENTED       CGS
 QS0860  HISTORY     - 1952     GOOD             CGS
 QS0860  HISTORY     - 1959     GOOD             CGS
 QS0860  HISTORY     - 1972     GOOD             USGS
 QS0860
 QS0860                          STATION DESCRIPTION
 QS0860
 QS0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0860'STATION IS IN T 129 N, R 86 W, IN SE 1/4 OF SEC. 36, ABOUT
 QS0860'2 MILES NW OF MC INTOSH ON THE NORTH DAKOTA-SOUTH DAKOTA
 QS0860'STATE LINE ON A PROMINENT RIDGE.  THERE IS A PROMINENT BUTTE
 QS0860'ABOUT 1/3 MILE TO THE SW, ALSO HIGHER GROUND ON THE STATE
 QS0860'LINE IN THE VICINITY.  MARK IS 0.25 MILE W OF MILEPOST 232,
 QS0860'91 FEET W OF FENCE CORNER, AND 6.5 FEET S OF STATE LINE FENCE,
 QS0860'WHICH IS A DOUBLE ONE AT THIS POINT.
 QS0860'
 QS0860'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0860'BRONZE DISKS SET IN CONCRETE.
 QS0860'
 QS0860'REFERENCE MARK NO. 1 IS DUE E OF STATION 22.432 METERS
 QS0860'(73.60 FEET) SET IN E AND W FENCE LINE.
 QS0860'
 QS0860'REFERENCE MARK NO. 2 IS 37.999 METERS (124.67 FEET) S OF
 QS0860'STATION.  AND 132.2 FEET S OF E AND W FENCE LINE.
 QS0860'
 QS0860'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES SE OF STATION, 0.2
 QS0860'MILE W OF N AND S ROAD AND 0.4 MILE E OF GATE LEADING TO
 QS0860'FARMHOUSE AND OTHER BUILDINGS.  IT IS 20 FEET S OF CENTER
 QS0860'LINE OF ROAD.
 QS0860'
 QS0860'STATION IS REACHED FROM MC INTOSH POST OFFICE BY GOING N
 QS0860'0.1 MILE, TURN LEFT (W) ONTO U.S. HIGHWAY 12 AND GO 0.9 MILE,
 QS0860'TURN RIGHT (N) LEAVING U.S. HIGHWAY 12 AND GO 1.0 MILE, TURN
 QS0860'LEFT (W) AND GO 0.6 MILE TO HOUSE, TURN RIGHT (N) AT GATE
 QS0860'PASSING THROUGH CORRALS AND FOLLOW PRAIRIE ROAD N 0.6 MILE
 QS0860'TO MILEPOST 232 1/2, TURN RIGHT (E) ALONG STATE LINE ON S SIDE
 QS0860'OF FENCE AND GO 0.25 MILE TO TOP OF RIDGE AND STATION.
 QS0860'
 QS0860'HEIGHT OF LIGHT ABOVE STATION MARK - 3.67 METERS.
 QS0860
 QS0860                          STATION RECOVERY (1952)
 QS0860
 QS0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0860'THE STATION AND ALL THE MARKS WERE RECOVERED AS DESCRIBED.
 QS0860'
 QS0860'THE STATION WAS NOT OCCUPIED.
 QS0860
 QS0860                          STATION RECOVERY (1959)
 QS0860
 QS0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0860'THIS STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 QS0860'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND
 QS0860'AND WAS PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED.  THE ORIGINAL
 QS0860'DESCRIPTION OF THE AZIMUTH MARK PUT THE LOCATION IN THE
 QS0860'PRESENT GRADER DITCH.  THE TANK AND CHURCH CROSS IN MC INTOSH
 QS0860'CAN BE USED FOR AZIMUTHS FOR THIS STATION.
 QS0860'
 QS0860'THERE IS A RADAR INSTALLATION OF THE PROMINENT BUTTE ABOUT
 QS0860'1/3 MILE SOUTHWEST OF THE STATION.
 QS0860'
 QS0860'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MC INTOSH
 QS0860'IS ADEQUATE.
 QS0860
 QS0860                          STATION RECOVERY (1972)
 QS0860
 QS0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0860'STATION MARK IS OK.
 QS0860'REFERENCE MARK 1 IS OK.
 QS0860'REFERENCE MARK 2 IS OK.
 QS0860'AZIMUTH MARK WAS NOT FOUND.
 QS0860'MC INTOSH M.W.T. USED FOR BACK SITE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0879 ***********************************************************************
 PU0879  DESIGNATION -  CHARD
 PU0879  PID         -  PU0879
 PU0879  STATE/COUNTY-  SD/MEADE
 PU0879  COUNTRY     -  US
 PU0879  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0879
 PU0879                         *CURRENT SURVEY CONTROL
 PU0879  ______________________________________________________________________
 PU0879* NAD 83(1996) POSITION- 44 37 29.59191(N) 102 48 14.05182(W)   ADJUSTED
 PU0879* NAVD 88 ORTHO HEIGHT -   899.545 (meters)     2951.26  (feet) ADJUSTED
 PU0879  ______________________________________________________________________
 PU0879  GEOID HEIGHT    -        -17.790 (meters)                     GEOID18
 PU0879  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 PU0879  DYNAMIC HEIGHT  -        899.311 (meters)     2950.49  (feet) COMP
 PU0879  MODELED GRAVITY -    980,326.7   (mgal)                       NAVD 88
 PU0879
 PU0879  HORZ ORDER      -  SECOND
 PU0879  VERT ORDER      -  SECOND    CLASS 0
 PU0879
 PU0879.The horizontal coordinates were established by classical geodetic methods
 PU0879.and adjusted by the National Geodetic Survey in January 1998.
 PU0879
 PU0879.The orthometric height was determined by differential leveling and
 PU0879.adjusted by the NATIONAL GEODETIC SURVEY
 PU0879.in June 1991.
 PU0879
 PU0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0879.GEOID18 height accuracy estimate available here.
 PU0879
 PU0879.Click photographs - Photos may exist for this station.
 PU0879
 PU0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0879
 PU0879.The dynamic height is computed by dividing the NAVD 88
 PU0879.geopotential number by the normal gravity value computed on the
 PU0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0879.degrees latitude (g = 980.6199 gals.).
 PU0879
 PU0879.The modeled gravity was interpolated from observed gravity values.
 PU0879
 PU0879. The following values were computed from the NAD 83(1996) position.
 PU0879
 PU0879;                    North         East     Units Scale Factor Converg.
 PU0879;SPC SD N     -    91,812.016   377,535.255   MT  0.99996663   -1 59 03.9
 PU0879;SPC SD N     -   301,219.92  1,238,630.25   sFT  0.99996663   -1 59 03.9
 PU0879;UTM  13      - 4,943,627.328   674,212.276   MT  0.99997323   +1 32 35.0
 PU0879
 PU0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0879!SPC SD N     -   0.99986177  x   0.99996663  =   0.99982840
 PU0879!UTM  13      -   0.99986177  x   0.99997323  =   0.99983500
 PU0879
 PU0879:                Primary Azimuth Mark                     Grid Az
 PU0879:SPC SD N     -  SLANT                                    335 53 03.3
 PU0879:UTM  13      -  SLANT                                    332 21 24.4
 PU0879
 PU0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7421243627(NAD 83)
 PU0879
 PU0879|---------------------------------------------------------------------|
 PU0879| PID    Reference Object                     Distance      Geod. Az  |
 PU0879|                                                           dddmmss.s |
 PU0879| PU0880 CHARD RM 1                           10.955 METERS 19712     |
 PU0879| PU0878 CHARD RM 2                           12.730 METERS 29826     |
 PU0879| PU2244 SLANT                               APPROX.12.9 KM 3335359.4 |
 PU0879|---------------------------------------------------------------------|
 PU0879
 PU0879                          SUPERSEDED SURVEY CONTROL
 PU0879
 PU0879  NAD 83(1993)-  44 37 29.58433(N)    102 48 14.05196(W) AD(       ) 2
 PU0879  NAD 83(1986)-  44 37 29.58384(N)    102 48 14.05145(W) AD(       ) 2
 PU0879  NAD 27      -  44 37 29.63120(N)    102 48 12.42760(W) AD(       ) 2
 PU0879  NGVD 29 (??/??/92)  899.077  (m)         2949.72   (f) ADJ UNCH    2 0
 PU0879  NGVD 29             899.08   (m)         2949.7    (f) LEVELING    3  
 PU0879
 PU0879.Superseded values are not recommended for survey control.
 PU0879
 PU0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0879.See file dsdata.pdf to determine how the superseded data were derived.
 PU0879
 PU0879_MARKER: DS = TRIANGULATION STATION DISK
 PU0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0879_STAMPING: CHARD 1962
 PU0879_MARK LOGO: CGS
 PU0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0879+STABILITY: SURFACE MOTION
 PU0879
 PU0879  HISTORY     - Date     Condition        Report By
 PU0879  HISTORY     - 1962     MONUMENTED       CGS
 PU0879  HISTORY     - 1962     GOOD             CGS
 PU0879
 PU0879                          STATION DESCRIPTION
 PU0879
 PU0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0879'STATION IS LOCATED 8-1/2 MILES SOUTH OF THE VILLAGE OF FAIRPOINT,
 PU0879'8.0 MILES NORTHWEST OF UNION CENTER ON THE SUMMIT OF A LOW HILL
 PU0879'LOCATED ON THE WEST SIDE OF A GRAVELED SECTION LINE ROAD.  IN
 PU0879'THE NORTHEAST 1/4 OF SECTION 29, T 8 N, R 11 E.  IT IS ON
 PU0879'PROPERTY OWNED BY MR. RICHARD WILLIAMSON.
 PU0879'
 PU0879'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN FAIRPOINT,
 PU0879'GO SOUTH ON A GRAVELED ROAD FOR 8.2 MILES TO A GRAVELED SIDE
 PU0879'ROAD TO THE LEFT, CONTINUE SOUTHERLY ON THE MAIN GRAVELED
 PU0879'ROAD FOR 1.05 MILES TO THE SUMMIT OF A HILL AND THE STATION ON
 PU0879'THE RIGHT AS DESCRIBED BELOW.  TO REACH TRIANGULATION STATION
 PU0879'29 WPM (USGS) WHICH CAN BE USED FOR AN AZIMUTH MARK, CONTINUE
 PU0879'SOUTHERLY ON THE MAIN GRAVELED ROAD FOR 0.95 MILES TO A WIRE
 PU0879'GATE AND A T FENCE LINE ON THE LEFT, TURN LEFT AND GO EAST
 PU0879'ALONG THE NORTH SIDE OF A WIRE FENCE FOR 0.1 MILE TO THE
 PU0879'SUMMIT OF A LOW HILL AND THE STATION AS DESCRIBED BELOW.
 PU0879'
 PU0879'STATION MARK IS 40 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 PU0879'38 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 5.5 FEET SOUTHWEST
 PU0879'OF A METAL WITNESS POST AND SIGN AND 3.7 FEET WEST OF A NORTH-SOUTH
 PU0879'FENCE LINE.  IT IS STAMPED--CHARD 1962 AND PROJECTS 2 INCHES.
 PU0879'
 PU0879'R.M. 1 IS 50.5 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 14.4
 PU0879'FEET WEST OF A FENCE LINE AND 1.5 FEET NORTH OF A POWER LINE
 PU0879'POLE.  IT IS STAMPED--CHARD NO 1 1962 AND PROJECTS 4 INCHES.
 PU0879'
 PU0879'R.M. 2 IS STAMPED--CHARD NO 2 1962 AND PROJECTS 2 INCHES.
 PU0879'
 PU0879'STATION MARK, REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS CEMENTED
 PU0879'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU0879
 PU0879                          STATION RECOVERY (1962)
 PU0879
 PU0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0879'9.3 MI S FROM FAIRPOINT.
 PU0879'9.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0879'41 FEET WEST OF THE CENTER LINE OF THE ROAD, 41.7 FEET
 PU0879'EAST-SOUTHEAST OF R.M. 2, 36.0 FEET NORTH-NORTHEAST OF R.M. 1,
 PU0879'4.0 FEET WEST OF A FENCE, 5.6 FEET SOUTHWEST OF A WITNESS POST,
 PU0879'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0879'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0880 ***********************************************************************
 PU0880  DESIGNATION -  CHARD RM 1
 PU0880  PID         -  PU0880
 PU0880  STATE/COUNTY-  SD/MEADE
 PU0880  COUNTRY     -  US
 PU0880  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0880
 PU0880                         *CURRENT SURVEY CONTROL
 PU0880  ______________________________________________________________________
 PU0880* NAD 83(1986) POSITION- 44 37 29.25   (N) 102 48 14.20   (W)   HD_HELD1
 PU0880* NAVD 88 ORTHO HEIGHT -   899.180 (meters)     2950.06  (feet) ADJUSTED
 PU0880  ______________________________________________________________________
 PU0880  GEOID HEIGHT    -        -17.790 (meters)                     GEOID18
 PU0880  DYNAMIC HEIGHT  -        898.946 (meters)     2949.29  (feet) COMP
 PU0880  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 PU0880
 PU0880  VERT ORDER      -  SECOND    CLASS 0
 PU0880
 PU0880.The horizontal coordinates were determined by differentially corrected
 PU0880.hand held GPS observations or other comparable positioning techniques
 PU0880.and have an estimated accuracy of +/- 3 meters.
 PU0880
 PU0880.The orthometric height was determined by differential leveling and
 PU0880.adjusted by the NATIONAL GEODETIC SURVEY
 PU0880.in June 1991.
 PU0880
 PU0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0880.GEOID18 height accuracy estimate available here.
 PU0880
 PU0880.Click photographs - Photos may exist for this station.
 PU0880
 PU0880.The dynamic height is computed by dividing the NAVD 88
 PU0880.geopotential number by the normal gravity value computed on the
 PU0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0880.degrees latitude (g = 980.6199 gals.).
 PU0880
 PU0880.The modeled gravity was interpolated from observed gravity values.
 PU0880
 PU0880;                    North         East    Units  Estimated Accuracy
 PU0880;SPC SD N     -    91,801.6     377,531.6     MT  (+/- 3 meters HH1 GPS) 
 PU0880
 PU0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7420943616(NAD 83)
 PU0880
 PU0880                          SUPERSEDED SURVEY CONTROL
 PU0880
 PU0880  NGVD 29 (??/??/92)  898.712  (m)         2948.52   (f) ADJ UNCH    2 0
 PU0880
 PU0880.Superseded values are not recommended for survey control.
 PU0880
 PU0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0880.See file dsdata.pdf to determine how the superseded data were derived.
 PU0880
 PU0880_MARKER: DR = REFERENCE MARK DISK
 PU0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0880_STAMPING: CHARD NO 1 1962
 PU0880_MARK LOGO: CGS
 PU0880_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0880+STABILITY: SURFACE MOTION
 PU0880
 PU0880  HISTORY     - Date     Condition        Report By
 PU0880  HISTORY     - 1962     MONUMENTED       CGS
 PU0880
 PU0880                          STATION DESCRIPTION
 PU0880
 PU0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0880'9.3 MI S FROM FAIRPOINT.
 PU0880'9.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0880'50 FEET WEST OF THE CENTER LINE OF THE ROAD, 60.0 FEET
 PU0880'SOUTH-SOUTHEAST OF R.M. 2, 36.0 FEET SOUTH-SOUTHWEST OF THE
 PU0880'STATION, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE
 PU0880'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0878 ***********************************************************************
 PU0878  DESIGNATION -  CHARD RM 2
 PU0878  PID         -  PU0878
 PU0878  STATE/COUNTY-  SD/MEADE
 PU0878  COUNTRY     -  US
 PU0878  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0878
 PU0878                         *CURRENT SURVEY CONTROL
 PU0878  ______________________________________________________________________
 PU0878* NAD 83(1986) POSITION- 44 37 29.79   (N) 102 48 14.56   (W)   HD_HELD1
 PU0878* NAVD 88 ORTHO HEIGHT -   899.405 (meters)     2950.80  (feet) ADJUSTED
 PU0878  ______________________________________________________________________
 PU0878  GEOID HEIGHT    -        -17.790 (meters)                     GEOID18
 PU0878  DYNAMIC HEIGHT  -        899.171 (meters)     2950.03  (feet) COMP
 PU0878  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 PU0878
 PU0878  VERT ORDER      -  SECOND    CLASS 0
 PU0878
 PU0878.The horizontal coordinates were determined by differentially corrected
 PU0878.hand held GPS observations or other comparable positioning techniques
 PU0878.and have an estimated accuracy of +/- 3 meters.
 PU0878
 PU0878.The orthometric height was determined by differential leveling and
 PU0878.adjusted by the NATIONAL GEODETIC SURVEY
 PU0878.in June 1991.
 PU0878
 PU0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0878.GEOID18 height accuracy estimate available here.
 PU0878
 PU0878.Click photographs - Photos may exist for this station.
 PU0878
 PU0878.The dynamic height is computed by dividing the NAVD 88
 PU0878.geopotential number by the normal gravity value computed on the
 PU0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0878.degrees latitude (g = 980.6199 gals.).
 PU0878
 PU0878.The modeled gravity was interpolated from observed gravity values.
 PU0878
 PU0878;                    North         East    Units  Estimated Accuracy
 PU0878;SPC SD N     -    91,818.5     377,524.3     MT  (+/- 3 meters HH1 GPS) 
 PU0878
 PU0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7420043633(NAD 83)
 PU0878
 PU0878                          SUPERSEDED SURVEY CONTROL
 PU0878
 PU0878  NGVD 29 (??/??/92)  898.937  (m)         2949.26   (f) ADJ UNCH    2 0
 PU0878
 PU0878.Superseded values are not recommended for survey control.
 PU0878
 PU0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0878.See file dsdata.pdf to determine how the superseded data were derived.
 PU0878
 PU0878_MARKER: DR = REFERENCE MARK DISK
 PU0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0878_STAMPING: CHARD NO 2 1962
 PU0878_MARK LOGO: CGS
 PU0878_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0878+STABILITY: SURFACE MOTION
 PU0878
 PU0878  HISTORY     - Date     Condition        Report By
 PU0878  HISTORY     - 1962     MONUMENTED       CGS
 PU0878
 PU0878                          STATION DESCRIPTION
 PU0878
 PU0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0878'9.3 MI S FROM FAIRPOINT.
 PU0878'9.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0878'77 FEET WEST OF THE CENTER LINE OF THE ROAD, 60 FEET NORTH-NORTHWEST
 PU0878'OF R.M. 1, 41.7 FEET WEST-NORTHWEST OF THE STATION, ABOUT 1 1/2
 PU0878'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0878'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0750 ***********************************************************************
 QS0750  DESIGNATION -  CHARGER
 QS0750  PID         -  QS0750
 QS0750  STATE/COUNTY-  SD/DEWEY
 QS0750  COUNTRY     -  US
 QS0750  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0750
 QS0750                         *CURRENT SURVEY CONTROL
 QS0750  ______________________________________________________________________
 QS0750* NAD 83(1996) POSITION- 45 03 23.48164(N) 100 21 02.72196(W)   ADJUSTED
 QS0750* NAVD 88 ORTHO HEIGHT -   570.    (meters)     1870.    (feet) SCALED
 QS0750  ______________________________________________________________________
 QS0750  GEOID HEIGHT    -        -22.402 (meters)                     GEOID18
 QS0750  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 QS0750  HORZ ORDER      -  SECOND
 QS0750
 QS0750.The horizontal coordinates were established by classical geodetic methods
 QS0750.and adjusted by the National Geodetic Survey in January 1998.
 QS0750
 QS0750.The orthometric height was scaled from a topographic map.
 QS0750
 QS0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0750.GEOID18 height accuracy estimate available here.
 QS0750
 QS0750.Click photographs - Photos may exist for this station.
 QS0750
 QS0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0750
 QS0750. The following values were computed from the NAD 83(1996) position.
 QS0750
 QS0750;                    North         East     Units Scale Factor Converg.
 QS0750;SPC SD N     -   135,983.616   572,372.965   MT  0.99993912   -0 14 53.7
 QS0750;SPC SD N     -   446,139.58  1,877,860.30   sFT  0.99993912   -0 14 53.7
 QS0750;UTM  14      - 4,990,116.822   393,644.485   MT  0.99973909   -0 57 22.2
 QS0750
 QS0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0750!SPC SD N     -   0.99991409  x   0.99993912  =   0.99985322
 QS0750!UTM  14      -   0.99991409  x   0.99973909  =   0.99965320
 QS0750
 QS0750:                Primary Azimuth Mark                     Grid Az
 QS0750:SPC SD N     -  FOREST CITY                              153 37 53.3
 QS0750:UTM  14      -  FOREST CITY                              154 20 21.8
 QS0750
 QS0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9364490116(NAD 83)
 QS0750
 QS0750|---------------------------------------------------------------------|
 QS0750| PID    Reference Object                     Distance      Geod. Az  |
 QS0750|                                                           dddmmss.s |
 QS0750| PT0990 FOREST CITY                         APPROX. 8.5 KM 1532259.6 |
 QS0750|---------------------------------------------------------------------|
 QS0750
 QS0750                          SUPERSEDED SURVEY CONTROL
 QS0750
 QS0750  NAD 83(1986)-  45 03 23.47495(N)    100 21 02.72402(W) AD(       ) 2
 QS0750  NAD 27      -  45 03 23.53200(N)    100 21 01.24000(W) AD(       ) 2
 QS0750  MORC        -  45 03 20.84000(N)    100 21 00.95000(W) AD(       ) 3
 QS0750
 QS0750.Superseded values are not recommended for survey control.
 QS0750
 QS0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0750.See file dsdata.pdf to determine how the superseded data were derived.
 QS0750
 QS0750_MARKER: Z = SEE DESCRIPTION
 QS0750_SETTING: 0 = UNSPECIFIED SETTING
 QS0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0750
 QS0750  HISTORY     - Date     Condition        Report By
 QS0750  HISTORY     - 1889     MONUMENTED       MORC
 QS0750
 QS0750                          STATION DESCRIPTION
 QS0750
 QS0750'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0750'IS ON RIGHT BANK, ON A POINT IN BEND OF RIVER OPPOSITE FORREST
 QS0750'CITY, S. DAKOTA, AND 2 MILES WEST OF CHIEF CHARGERS CAMP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1832 ***********************************************************************
 NM1832  DESIGNATION -  CHAT
 NM1832  PID         -  NM1832
 NM1832  STATE/COUNTY-  SD/UNION
 NM1832  COUNTRY     -  US
 NM1832  USGS QUAD   -  CHATSWORTH (2018)
 NM1832
 NM1832                         *CURRENT SURVEY CONTROL
 NM1832  ______________________________________________________________________
 NM1832* NAD 83(1996) POSITION- 42 54 08.66293(N) 096 32 37.50557(W)   ADJUSTED
 NM1832* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 NM1832  ______________________________________________________________________
 NM1832  GEOID HEIGHT    -        -25.781 (meters)                     GEOID18
 NM1832  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 NM1832  HORZ ORDER      -  THIRD
 NM1832
 NM1832.The horizontal coordinates were established by classical geodetic methods
 NM1832.and adjusted by the National Geodetic Survey in January 1998.
 NM1832
 NM1832.The orthometric height was scaled from a topographic map.
 NM1832
 NM1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1832.GEOID18 height accuracy estimate available here.
 NM1832
 NM1832.Click photographs - Photos may exist for this station.
 NM1832
 NM1832.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1832
 NM1832. The following values were computed from the NAD 83(1996) position.
 NM1832
 NM1832;                    North         East     Units Scale Factor Converg.
 NM1832;SPC SD S     -    70,278.932   909,382.558   MT  0.99998436   +2 36 51.3
 NM1832;SPC SD S     -   230,573.46  2,983,532.61   sFT  0.99998436   +2 36 51.3
 NM1832;UTM  14      - 4,752,904.248   700,525.925   MT  1.00009471   +1 40 21.5
 NM1832
 NM1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1832!SPC SD S     -   0.99994348  x   0.99998436  =   0.99992784
 NM1832!UTM  14      -   0.99994348  x   1.00009471  =   1.00003819
 NM1832
 NM1832:                Primary Azimuth Mark                     Grid Az
 NM1832:SPC SD S     -  CHAT AZ MK                               009 27 56.9
 NM1832:UTM  14      -  CHAT AZ MK                               010 24 26.7
 NM1832
 NM1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0052552904(NAD 83)
 NM1832
 NM1832|---------------------------------------------------------------------|
 NM1832| PID    Reference Object                     Distance      Geod. Az  |
 NM1832|                                                           dddmmss.s |
 NM1832| CO2846 CHAT AZ MK                                         0120448.2 |
 NM1832| OQ0617 HAWARDEN MUNICIPAL TANK             APPROX.12.2 KM 0270555.3 |
 NM1832| NM1708 OMAHA BISMARCK AIRWAY BCN 11        APPROX. 9.3 KM 1613305.8 |
 NM1832| CO2847 CHAT RM 1                            13.819 METERS 16312     |
 NM1832| CO2848 CHAT RM 2                            10.841 METERS 33358     |
 NM1832|---------------------------------------------------------------------|
 NM1832
 NM1832                          SUPERSEDED SURVEY CONTROL
 NM1832
 NM1832  NAD 83(1995)-  42 54 08.66341(N)    096 32 37.50399(W) AD(       ) 3
 NM1832  NAD 83(1986)-  42 54 08.66681(N)    096 32 37.49891(W) AD(       ) 3
 NM1832  NAD 27      -  42 54 08.70200(N)    096 32 36.38600(W) AD(       ) 3
 NM1832
 NM1832.Superseded values are not recommended for survey control.
 NM1832
 NM1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1832.See file dsdata.pdf to determine how the superseded data were derived.
 NM1832
 NM1832_MARKER: DS = TRIANGULATION STATION DISK
 NM1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1832_STAMPING: CHAT 1949
 NM1832_MARK LOGO: CGS
 NM1832_PROJECTION: FLUSH
 NM1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1832+STABILITY: SURFACE MOTION
 NM1832
 NM1832  HISTORY     - Date     Condition        Report By
 NM1832  HISTORY     - 1949     MONUMENTED       CGS
 NM1832
 NM1832                          STATION DESCRIPTION
 NM1832
 NM1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1832'STATION IS LOCATED ABOUT 2 MILES WEST SOUTHWEST OF CHATSWORTH
 NM1832'ON A NARROW RIDGE OVERLOOKING THE BIG SIOUX RIVER TO THE EAST.
 NM1832'STATION IS 4 FEET EAST OF A FENCELINE.  THE MARK IS FLUSH WITH
 NM1832'THE GROUND AND THE DISK IS STAMPED CHAT 1949.
 NM1832'
 NM1832'REFERENCE MARK NO. 1 IS 26 FEET WEST OF A HIGHLINE POLE AND 2
 NM1832'FEET NORTHEAST OF CORNER FENCE POST WITH A TRIANGLE BLAZE.  THE
 NM1832'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHAT NO 1
 NM1832'1949.
 NM1832'
 NM1832'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCELINE.  THE MARK
 NM1832'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHAT NO 2 1949.
 NM1832'
 NM1832'AZIMUTH MARK IS 25 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 NM1832'GRAVEL ROAD AT POINT WHERE ROAD CURVES AND 4 FEET NORTH OF A SMALL
 NM1832'STUMP.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 NM1832'CHAT 1949.
 NM1832'
 NM1832'TO REACH FROM THE INTERSECTION AT THE FLAGPOLE IN THE VILLAGE
 NM1832'OF CHATSWORTH GO NORTH ABOUT 0.05 MILE TO FIRST CORNER.  TURN
 NM1832'LEFT AND GO WEST ON GRAVEL ROAD FOR 1.3 MILES TO T INTERSECTION
 NM1832'JUST AFTER CROSSING BRIDGE.  TURN LEFT AND GO SOUTHERLY FOR
 NM1832'0.9 MILE TO CURVE AND AZIMUTH MARK ON RIGHT SIDE OF ROAD AS
 NM1832'DESCRIBED.  CONTINUE ON GRAVEL ROAD FOR 0.7 MILE TO FARM ON
 NM1832'RIGHT.  IT IS NECESSARY TO OBTAIN PERMISSION AT THIS FARM TO
 NM1832'PROCEED TO STATION.  GO SOUTH AROUND FARM BUILDINGS FOR 0.05
 NM1832'MILE TO WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK
 NM1832'ROAD FOR 0.1 MILE TO ANOTHER GATE.  TURN RIGHT AND GO ALONG
 NM1832'EAST SIDE OF FENCE PASSING THROUGH BREAK IN ANOTHER FENCE
 NM1832'FOR 0.4 MILE TO TOP OF RIDGE AND END OF TRUCK TRAVEL.  PACK
 NM1832'NORTHEASTERLY FOR ABOUT 150 FEET TO STATION AS
 NM1832'DESCRIBED.
 NM1832'
 NM1832'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0600 ***********************************************************************
 QR0600  DESIGNATION -  CHELSEA ST PAULS EVAN LUTH CH
 QR0600  PID         -  QR0600
 QR0600  STATE/COUNTY-  SD/FAULK
 QR0600  COUNTRY     -  US
 QR0600  USGS QUAD   -  CHELSEA (2017)
 QR0600
 QR0600                         *CURRENT SURVEY CONTROL
 QR0600  ______________________________________________________________________
 QR0600* NAD 83(1996) POSITION- 45 10 04.07268(N) 098 44 31.91083(W)   ADJUSTED
 QR0600  ______________________________________________________________________
 QR0600  GEOID HEIGHT    -        -24.092 (meters)                     GEOID18
 QR0600  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 QR0600  HORZ ORDER      -  THIRD
 QR0600
 QR0600.The horizontal coordinates were established by classical geodetic methods
 QR0600.and adjusted by the National Geodetic Survey in January 1998.
 QR0600
 QR0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0600.GEOID18 height accuracy estimate available here.
 QR0600
 QR0600.Click photographs - Photos may exist for this station.
 QR0600
 QR0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0600
 QR0600. The following values were computed from the NAD 83(1996) position.
 QR0600
 QR0600;                    North         East     Units Scale Factor Converg.
 QR0600;SPC SD N     -   149,057.598   698,874.060   MT  0.99994118   +0 53 24.7
 QR0600;SPC SD N     -   489,033.14  2,292,889.31   sFT  0.99994118   +0 53 24.7
 QR0600;UTM  14      - 5,001,623.226   520,259.390   MT  0.99960505   +0 10 58.2
 QR0600
 QR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2025901623(NAD 83)
 QR0600
 QR0600                          SUPERSEDED SURVEY CONTROL
 QR0600
 QR0600  NAD 83(1986)-  45 10 04.08478(N)    098 44 31.91018(W) AD(       ) 3
 QR0600  NAD 27      -  45 10 04.17900(N)    098 44 30.53700(W) AD(       ) 3
 QR0600
 QR0600.Superseded values are not recommended for survey control.
 QR0600
 QR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0600.See file dsdata.pdf to determine how the superseded data were derived.
 QR0600
 QR0600_MARKER: 90 = CHURCH SPIRE
 QR0600
 QR0600  HISTORY     - Date     Condition        Report By
 QR0600  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0600
 QR0600                          STATION DESCRIPTION
 QR0600
 QR0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0600'POINT OBSERVED UPON WAS THE TIP OF SPIRE ON EVANGELICAL
 QR0600'LUTHERAN ST. PAULS CHURCH.  THE CHURCH IS A YELLOW FRAME
 QR0600'BUILDING AND WAS BUILT IN 1908.  CHURCH IS LOCATED ON THE MAIN
 QR0600'STREET OF CHELSEA.
 QR0600'
 QR0600'STATION WAS OBSERVED UPON FROM FINLEY, SNAKE, WESLEY AND BRILL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0115 ***********************************************************************
 PU0115  DESIGNATION -  CHERRY
 PU0115  PID         -  PU0115
 PU0115  STATE/COUNTY-  SD/MEADE
 PU0115  COUNTRY     -  US
 PU0115  USGS QUAD   -  MARCUS (2017)
 PU0115
 PU0115                         *CURRENT SURVEY CONTROL
 PU0115  ______________________________________________________________________
 PU0115* NAD 83(1986) POSITION- 44 44 52.     (N) 102 17 16.     (W)   SCALED
 PU0115* NAVD 88 ORTHO HEIGHT -   723.325 (meters)     2373.11  (feet) ADJUSTED
 PU0115  ______________________________________________________________________
 PU0115  GEOID HEIGHT    -        -19.108 (meters)                     GEOID18
 PU0115  DYNAMIC HEIGHT  -        723.156 (meters)     2372.55  (feet) COMP
 PU0115  MODELED GRAVITY -    980,360.1   (mgal)                       NAVD 88
 PU0115
 PU0115  VERT ORDER      -  SECOND    CLASS 0
 PU0115
 PU0115.The horizontal coordinates were scaled from a map and have
 PU0115.an estimated accuracy of +/- 6 seconds.
 PU0115
 PU0115.The orthometric height was determined by differential leveling and
 PU0115.adjusted by the NATIONAL GEODETIC SURVEY
 PU0115.in June 1991.
 PU0115
 PU0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0115.GEOID18 height accuracy estimate available here.
 PU0115
 PU0115.Click photographs - Photos may exist for this station.
 PU0115
 PU0115.The dynamic height is computed by dividing the NAVD 88
 PU0115.geopotential number by the normal gravity value computed on the
 PU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0115.degrees latitude (g = 980.6199 gals.).
 PU0115
 PU0115.The modeled gravity was interpolated from observed gravity values.
 PU0115
 PU0115;                    North         East    Units  Estimated Accuracy
 PU0115;SPC SD N     -   104,180.      418,860.      MT  (+/- 180 meters Scaled)
 PU0115
 PU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK147585(NAD 83)
 PU0115
 PU0115                          SUPERSEDED SURVEY CONTROL
 PU0115
 PU0115  NGVD 29 (??/??/92)  722.861  (m)         2371.59   (f) ADJ UNCH    2 0
 PU0115
 PU0115.Superseded values are not recommended for survey control.
 PU0115
 PU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0115.See file dsdata.pdf to determine how the superseded data were derived.
 PU0115
 PU0115_MARKER: DS = TRIANGULATION STATION DISK
 PU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0115_STAMPING: CHERRY 1962
 PU0115_MARK LOGO: CGS
 PU0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0115+STABILITY: SURFACE MOTION
 PU0115
 PU0115  HISTORY     - Date     Condition        Report By
 PU0115  HISTORY     - 1962     MONUMENTED       CGS
 PU0115  HISTORY     - 1963     GOOD             CGS
 PU0115
 PU0115                          STATION DESCRIPTION
 PU0115
 PU0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0115'6.8 MI N FROM MARCUS.
 PU0115'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0115'POST OFFICE AT MARCUS, THENCE 6.35 MILES NORTH ALONG A GRAVELED
 PU0115'ROAD, IN SECTION 10, T 9 N, R 15 E, AT A 90 DEGREE CORNER, 31
 PU0115'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH OF
 PU0115'A FENCE, 3.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PU0115'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0115'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1195 ***********************************************************************
 PT1195  DESIGNATION -  CHERRY
 PT1195  PID         -  PT1195
 PT1195  STATE/COUNTY-  SD/ZIEBACH
 PT1195  COUNTRY     -  US
 PT1195  USGS QUAD   -  DEAD HORSE DRAW (2017)
 PT1195
 PT1195                         *CURRENT SURVEY CONTROL
 PT1195  ______________________________________________________________________
 PT1195* NAD 83(1996) POSITION- 44 42 20.91643(N) 101 54 01.72704(W)   ADJUSTED
 PT1195* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 PT1195  ______________________________________________________________________
 PT1195  GEOID HEIGHT    -        -20.195 (meters)                     GEOID18
 PT1195  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 PT1195  HORZ ORDER      -  FIRST
 PT1195
 PT1195.The horizontal coordinates were established by classical geodetic methods
 PT1195.and adjusted by the National Geodetic Survey in January 1998.
 PT1195
 PT1195.The orthometric height was scaled from a topographic map.
 PT1195
 PT1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1195.GEOID18 height accuracy estimate available here.
 PT1195
 PT1195.Click photographs - Photos may exist for this station.
 PT1195
 PT1195.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1195
 PT1195. The following values were computed from the NAD 83(1996) position.
 PT1195
 PT1195;                    North         East     Units Scale Factor Converg.
 PT1195;SPC SD N     -    98,719.091   449,408.644   MT  0.99995718   -1 20 42.2
 PT1195;SPC SD N     -   323,880.88  1,474,434.86   sFT  0.99995718   -1 20 42.2
 PT1195;UTM  14      - 4,954,363.480   270,229.896   MT  1.00024927   -2 02 28.6
 PT1195
 PT1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1195!SPC SD N     -   0.99988363  x   0.99995718  =   0.99984082
 PT1195!UTM  14      -   0.99988363  x   1.00024927  =   1.00013287
 PT1195
 PT1195:                Primary Azimuth Mark                     Grid Az
 PT1195:SPC SD N     -  CHERRY AZ MK                             186 12 47.8
 PT1195:UTM  14      -  CHERRY AZ MK                             186 54 34.2
 PT1195
 PT1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7022954363(NAD 83)
 PT1195
 PT1195|---------------------------------------------------------------------|
 PT1195| PID    Reference Object                     Distance      Geod. Az  |
 PT1195|                                                           dddmmss.s |
 PT1195| CP9003 CHERRY RM 1                          27.305 METERS 08146     |
 PT1195| CP9002 CHERRY AZ MK                                       1845205.6 |
 PT1195| CP9004 CHERRY RM 2                          25.546 METERS 18556     |
 PT1195|---------------------------------------------------------------------|
 PT1195
 PT1195                          SUPERSEDED SURVEY CONTROL
 PT1195
 PT1195  NAD 83(1986)-  44 42 20.90832(N)    101 54 01.72741(W) AD(       ) 1
 PT1195  NAD 27      -  44 42 20.95800(N)    101 54 00.17100(W) AD(       ) 1
 PT1195
 PT1195.Superseded values are not recommended for survey control.
 PT1195
 PT1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1195.See file dsdata.pdf to determine how the superseded data were derived.
 PT1195
 PT1195_MARKER: DS = TRIANGULATION STATION DISK
 PT1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1195_STAMPING: CHERRY 1950
 PT1195_MARK LOGO: CGS
 PT1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1195+STABILITY: SURFACE MOTION
 PT1195
 PT1195  HISTORY     - Date     Condition        Report By
 PT1195  HISTORY     - 1950     MONUMENTED       CGS
 PT1195
 PT1195                          STATION DESCRIPTION
 PT1195
 PT1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1195'STATION IS LOCATED ON A HIGH GRASSY HILL, ABOUT 10 MILES
 PT1195'NORTHEAST OF HOWES POST OFFICE, ABOUT 100 YARDS WEST OF A WIRE
 PT1195'GATE, 8 FEET SOUTHWEST OF A WITNESS POST, AND ON THE CHEYENNE
 PT1195'RIVER INDIAN RESERVATION.
 PT1195'
 PT1195'TO REACH FROM HOWES POST OFFICE, GO NORTH ON STATE HIGHWAY
 PT1195'73 FOR 3.0 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT THROUGH WIRE
 PT1195'GATE AND GO EAST ON DIRT ROAD FOR 2.8 MILES TO A CATTLE GUARD.
 PT1195'CONTINUE STRAIGHT AHEAD FOR 4.8 MILES TO A FORK.  BEAR LEFT
 PT1195'AND GO EAST FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT THROUGH
 PT1195'WIRE GATE AND GO NORTHEAST FOR 1.1 MILES TO THE AZIMUTH MARK
 PT1195'ON LEFT.  CONTINUE FOR 0.3 MILE TO A WIRE GATE.  TURN LEFT
 PT1195'UP HILL AND GO 0.5 MILE TO TOP AND STATION.
 PT1195'
 PT1195'STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CHERRY
 PT1195'1950.
 PT1195'
 PT1195'REFERENCE MARK NO. 1 IS 85 FEET EAST OF A WITNESS POST.  THE
 PT1195'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CHERRY NO 1
 PT1195'1950.
 PT1195'
 PT1195'REFERENCE MARK NO. 2 IS 90 FEET SOUTH OF A WITNESS POST.  THE
 PT1195'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CHERRY NO
 PT1195'2 1950.
 PT1195'
 PT1195'AZIMUTH MARK IS 32 FEET NORTHWEST OF CENTER OF TRACK ROAD AND
 PT1195'4 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 PT1195'AND THE DISK IS STAMPED CHERRY 1950.
 PT1195'
 PT1195'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1195'CONCRETE CYLINDERS.
 PT1195'
 PT1195'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0113 ***********************************************************************
 PU0113  DESIGNATION -  CHERRY AZ MK
 PU0113  PID         -  PU0113
 PU0113  STATE/COUNTY-  SD/MEADE
 PU0113  COUNTRY     -  US
 PU0113  USGS QUAD   -  MARCUS (2017)
 PU0113
 PU0113                         *CURRENT SURVEY CONTROL
 PU0113  ______________________________________________________________________
 PU0113* NAD 83(1986) POSITION- 44 44 51.     (N) 102 16 56.     (W)   SCALED
 PU0113* NAVD 88 ORTHO HEIGHT -   716.864 (meters)     2351.91  (feet) ADJUSTED
 PU0113  ______________________________________________________________________
 PU0113  GEOID HEIGHT    -        -19.124 (meters)                     GEOID18
 PU0113  DYNAMIC HEIGHT  -        716.697 (meters)     2351.36  (feet) COMP
 PU0113  MODELED GRAVITY -    980,360.8   (mgal)                       NAVD 88
 PU0113
 PU0113  VERT ORDER      -  SECOND    CLASS 0
 PU0113
 PU0113.The horizontal coordinates were scaled from a map and have
 PU0113.an estimated accuracy of +/- 6 seconds.
 PU0113
 PU0113.The orthometric height was determined by differential leveling and
 PU0113.adjusted by the NATIONAL GEODETIC SURVEY
 PU0113.in June 1991.
 PU0113
 PU0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0113.GEOID18 height accuracy estimate available here.
 PU0113
 PU0113.Click photographs - Photos may exist for this station.
 PU0113
 PU0113.The dynamic height is computed by dividing the NAVD 88
 PU0113.geopotential number by the normal gravity value computed on the
 PU0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0113.degrees latitude (g = 980.6199 gals.).
 PU0113
 PU0113.The modeled gravity was interpolated from observed gravity values.
 PU0113
 PU0113;                    North         East    Units  Estimated Accuracy
 PU0113;SPC SD N     -   104,130.      419,300.      MT  (+/- 180 meters Scaled)
 PU0113
 PU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK151584(NAD 83)
 PU0113
 PU0113                          SUPERSEDED SURVEY CONTROL
 PU0113
 PU0113  NGVD 29 (??/??/92)  716.401  (m)         2350.39   (f) ADJ UNCH    2 0
 PU0113
 PU0113.Superseded values are not recommended for survey control.
 PU0113
 PU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0113.See file dsdata.pdf to determine how the superseded data were derived.
 PU0113
 PU0113_MARKER: DZ = AZIMUTH MARK DISK
 PU0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0113_STAMPING: CHERRY 1962
 PU0113_MARK LOGO: CGS
 PU0113_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0113+STABILITY: SURFACE MOTION
 PU0113
 PU0113  HISTORY     - Date     Condition        Report By
 PU0113  HISTORY     - 1962     MONUMENTED       CGS
 PU0113  HISTORY     - 1963     GOOD             CGS
 PU0113  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0113
 PU0113                          STATION DESCRIPTION
 PU0113
 PU0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0113'7.1 MI N FROM MARCUS.
 PU0113'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0113'POST OFFICE AT MARCUS, THENCE 6.6 MILES NORTH ALONG A GRAVELED
 PU0113'ROAD, ABOUT MIDWAY BETWEEN A 0.5 MILE OFFSET IN THE ROAD AND
 PU0113'0.15 MILE WEST OF A STEEL GURDER BRIDGE OVER A CREEK, IN SECTION
 PU0113'15, T 9 N, R 15 E, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU0113'1 FOOT NORTH OF A FENCE, 2.3 FEET SOUTH OF A METAL WITNESS POST,
 PU0113'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0113'PROJECTING 5 INCHES.
 PU0113
 PU0113                          STATION RECOVERY (1981)
 PU0113
 PU0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0114 ***********************************************************************
 PU0114  DESIGNATION -  CHERRY RM 1
 PU0114  PID         -  PU0114
 PU0114  STATE/COUNTY-  SD/MEADE
 PU0114  COUNTRY     -  US
 PU0114  USGS QUAD   -  MARCUS (2017)
 PU0114
 PU0114                         *CURRENT SURVEY CONTROL
 PU0114  ______________________________________________________________________
 PU0114* NAD 83(1986) POSITION- 44 44 51.     (N) 102 17 17.     (W)   SCALED
 PU0114* NAVD 88 ORTHO HEIGHT -   722.880 (meters)     2371.65  (feet) ADJUSTED
 PU0114  ______________________________________________________________________
 PU0114  GEOID HEIGHT    -        -19.107 (meters)                     GEOID18
 PU0114  DYNAMIC HEIGHT  -        722.711 (meters)     2371.09  (feet) COMP
 PU0114  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 PU0114
 PU0114  VERT ORDER      -  SECOND    CLASS 0
 PU0114
 PU0114.The horizontal coordinates were scaled from a map and have
 PU0114.an estimated accuracy of +/- 6 seconds.
 PU0114
 PU0114.The orthometric height was determined by differential leveling and
 PU0114.adjusted by the NATIONAL GEODETIC SURVEY
 PU0114.in June 1991.
 PU0114
 PU0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0114.GEOID18 height accuracy estimate available here.
 PU0114
 PU0114.Click photographs - Photos may exist for this station.
 PU0114
 PU0114.The dynamic height is computed by dividing the NAVD 88
 PU0114.geopotential number by the normal gravity value computed on the
 PU0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0114.degrees latitude (g = 980.6199 gals.).
 PU0114
 PU0114.The modeled gravity was interpolated from observed gravity values.
 PU0114
 PU0114;                    North         East    Units  Estimated Accuracy
 PU0114;SPC SD N     -   104,140.      418,840.      MT  (+/- 180 meters Scaled)
 PU0114
 PU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK146584(NAD 83)
 PU0114
 PU0114                          SUPERSEDED SURVEY CONTROL
 PU0114
 PU0114  NGVD 29 (??/??/92)  722.416  (m)         2370.13   (f) ADJ UNCH    2 0
 PU0114
 PU0114.Superseded values are not recommended for survey control.
 PU0114
 PU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0114.See file dsdata.pdf to determine how the superseded data were derived.
 PU0114
 PU0114_MARKER: DR = REFERENCE MARK DISK
 PU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0114_STAMPING: CHERRY NO 1 1962
 PU0114_MARK LOGO: CGS
 PU0114_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0114+STABILITY: SURFACE MOTION
 PU0114
 PU0114  HISTORY     - Date     Condition        Report By
 PU0114  HISTORY     - 1962     MONUMENTED       CGS
 PU0114  HISTORY     - 1963     GOOD             CGS
 PU0114
 PU0114                          STATION DESCRIPTION
 PU0114
 PU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0114'6.8 MI N FROM MARCUS.
 PU0114'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0114'POST OFFICE AT MARCUS, THENCE 6.35 MILES NORTH ALONG A GRAVELED
 PU0114'ROAD, IN SECTION 10, T 9 N, R 15 E, AT A 90 DEGREE CORNER, 38
 PU0114'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET NORTHEAST
 PU0114'OF A POWER POLE BRACED WITH 3 GUY LINES, 12 1/2 FEET SOUTHWEST
 PU0114'OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 72.2 FEET SOUTH
 PU0114'OF AND ACROSS THE ROAD FROM CHERRY 1962, ABOUT 2 FEET BELOW THE
 PU0114'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0114'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0116 ***********************************************************************
 PU0116  DESIGNATION -  CHERRY RM 2
 PU0116  PID         -  PU0116
 PU0116  STATE/COUNTY-  SD/MEADE
 PU0116  COUNTRY     -  US
 PU0116  USGS QUAD   -  MARCUS (2017)
 PU0116
 PU0116                         *CURRENT SURVEY CONTROL
 PU0116  ______________________________________________________________________
 PU0116* NAD 83(1986) POSITION- 44 44 52.     (N) 102 17 17.     (W)   SCALED
 PU0116* NAVD 88 ORTHO HEIGHT -   723.892 (meters)     2374.97  (feet) ADJUSTED
 PU0116  ______________________________________________________________________
 PU0116  GEOID HEIGHT    -        -19.107 (meters)                     GEOID18
 PU0116  DYNAMIC HEIGHT  -        723.722 (meters)     2374.41  (feet) COMP
 PU0116  MODELED GRAVITY -    980,360.1   (mgal)                       NAVD 88
 PU0116
 PU0116  VERT ORDER      -  SECOND    CLASS 0
 PU0116
 PU0116.The horizontal coordinates were scaled from a map and have
 PU0116.an estimated accuracy of +/- 6 seconds.
 PU0116
 PU0116.The orthometric height was determined by differential leveling and
 PU0116.adjusted by the NATIONAL GEODETIC SURVEY
 PU0116.in June 1991.
 PU0116
 PU0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0116.GEOID18 height accuracy estimate available here.
 PU0116
 PU0116.Click photographs - Photos may exist for this station.
 PU0116
 PU0116.The dynamic height is computed by dividing the NAVD 88
 PU0116.geopotential number by the normal gravity value computed on the
 PU0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0116.degrees latitude (g = 980.6199 gals.).
 PU0116
 PU0116.The modeled gravity was interpolated from observed gravity values.
 PU0116
 PU0116;                    North         East    Units  Estimated Accuracy
 PU0116;SPC SD N     -   104,180.      418,840.      MT  (+/- 180 meters Scaled)
 PU0116
 PU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK146585(NAD 83)
 PU0116
 PU0116                          SUPERSEDED SURVEY CONTROL
 PU0116
 PU0116  NGVD 29 (??/??/92)  723.428  (m)         2373.45   (f) ADJ UNCH    2 0
 PU0116
 PU0116.Superseded values are not recommended for survey control.
 PU0116
 PU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0116.See file dsdata.pdf to determine how the superseded data were derived.
 PU0116
 PU0116_MARKER: DR = REFERENCE MARK DISK
 PU0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0116_STAMPING: CHERRY NO 2 1962
 PU0116_MARK LOGO: CGS
 PU0116_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0116+STABILITY: SURFACE MOTION
 PU0116
 PU0116  HISTORY     - Date     Condition        Report By
 PU0116  HISTORY     - 1962     MONUMENTED       CGS
 PU0116  HISTORY     - 1963     GOOD             CGS
 PU0116
 PU0116                          STATION DESCRIPTION
 PU0116
 PU0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0116'6.8 MI N FROM MARCUS.
 PU0116'ABOUT 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0116'POST OFFICE AT MARCUS, THENCE 6.35 MILES NORTH ALONG A GRAVELED
 PU0116'ROAD, IN SECTION 10, T 9 N, R 15 E, AT A 90 DEGREE CORNER, 32
 PU0116'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 PU0116'FENCE, 45.3 FEET WEST OF CHERRY 1962, 48.5 FEET WEST OF A METAL
 PU0116'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0116'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0840 ***********************************************************************
 OQ0840  DESIGNATION -  CHESTER
 OQ0840  PID         -  OQ0840
 OQ0840  STATE/COUNTY-  SD/MOODY
 OQ0840  COUNTRY     -  US
 OQ0840  USGS QUAD   -  COLMAN (2017)
 OQ0840
 OQ0840                         *CURRENT SURVEY CONTROL
 OQ0840  ______________________________________________________________________
 OQ0840* NAD 83(1996) POSITION- 43 53 21.40957(N) 096 49 43.52573(W)   ADJUSTED
 OQ0840* NAVD 88 ORTHO HEIGHT -   513.    (meters)     1683.    (feet) SCALED
 OQ0840  ______________________________________________________________________
 OQ0840  GEOID HEIGHT    -        -25.878 (meters)                     GEOID18
 OQ0840  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 OQ0840  HORZ ORDER      -  THIRD
 OQ0840
 OQ0840.The horizontal coordinates were established by classical geodetic methods
 OQ0840.and adjusted by the National Geodetic Survey in January 1998.
 OQ0840
 OQ0840.The orthometric height was scaled from a topographic map.
 OQ0840
 OQ0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0840.GEOID18 height accuracy estimate available here.
 OQ0840
 OQ0840.Click photographs - Photos may exist for this station.
 OQ0840
 OQ0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0840
 OQ0840. The following values were computed from the NAD 83(1996) position.
 OQ0840
 OQ0840;                    North         East     Units Scale Factor Converg.
 OQ0840;SPC SD S     -   178,793.704   881,504.269   MT  0.99991802   +2 25 03.5
 OQ0840;SPC SD S     -   586,592.34  2,892,068.59   sFT  0.99991802   +2 25 03.5
 OQ0840;UTM  14      - 4,861,867.061   674,402.542   MT  0.99997411   +1 30 20.3
 OQ0840
 OQ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0840!SPC SD S     -   0.99992358  x   0.99991802  =   0.99984160
 OQ0840!UTM  14      -   0.99992358  x   0.99997411  =   0.99989769
 OQ0840
 OQ0840:                Primary Azimuth Mark                     Grid Az
 OQ0840:SPC SD S     -  CHESTER AZ MK 2                          061 11 09.5
 OQ0840:UTM  14      -  CHESTER AZ MK 2                          062 05 52.7
 OQ0840
 OQ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7440261867(NAD 83)
 OQ0840
 OQ0840|---------------------------------------------------------------------|
 OQ0840| PID    Reference Object                     Distance      Geod. Az  |
 OQ0840|                                                           dddmmss.s |
 OQ0840| CO2864 CHESTER AZ MK                                      0544343.0 |
 OQ0840| CO2865 CHESTER AZ MK 2                                    0633613.0 |
 OQ0840| CO2866 CHESTER RM 1                         15.507 METERS 09645     |
 OQ0840| OQ0843 WILLOW CREEK LUTH CH SPIRE          APPROX.11.1 KM 1724611.6 |
 OQ0840| CO2867 CHESTER RM 2                         17.804 METERS 35453     |
 OQ0840|---------------------------------------------------------------------|
 OQ0840
 OQ0840                          SUPERSEDED SURVEY CONTROL
 OQ0840
 OQ0840  NAD 83(1986)-  43 53 21.41351(N)    096 49 43.50343(W) AD(       ) 3
 OQ0840  NAD 27      -  43 53 21.50500(N)    096 49 42.31800(W) AD(       ) 3
 OQ0840
 OQ0840.Superseded values are not recommended for survey control.
 OQ0840
 OQ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0840.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0840
 OQ0840_MARKER: DS = TRIANGULATION STATION DISK
 OQ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0840_STAMPING: CHESTER 1949
 OQ0840_MARK LOGO: CGS
 OQ0840_PROJECTION: FLUSH
 OQ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0840+STABILITY: SURFACE MOTION
 OQ0840
 OQ0840  HISTORY     - Date     Condition        Report By
 OQ0840  HISTORY     - 1949     MONUMENTED       CGS
 OQ0840  HISTORY     - 1970     GOOD             NGS
 OQ0840
 OQ0840                          STATION DESCRIPTION
 OQ0840
 OQ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0840'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CHESTER, 5
 OQ0840'MILES NORTH AND 5 MILES WEST OF DELL RAPIDS, ON RIGHT-OF-WAY
 OQ0840'OF AN UNIMPROVED SECTION LINE ROAD.  IT IS 22 FEET WEST OF
 OQ0840'THE CENTERLINE OF THE ROAD AND 5 FEET EAST OF A FENCELINE.
 OQ0840'THE MARK IS STAMPED CHESTER 1949 AND IS SET FLUSH WITH THE
 OQ0840'GROUND.
 OQ0840'
 OQ0840'REFERENCE MARK NO. 1 IS 65 FEET SOUTH OF A FENCE CORNER,
 OQ0840'29 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF
 OQ0840'A FENCELINE.  THE MARK IS STAMPED CHESTER NO 1 1949 AND
 OQ0840'PROJECTS ABOUT 4 INCHES.
 OQ0840'
 OQ0840'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTERLINE OF THE
 OQ0840'ROAD AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS STAMPED
 OQ0840'CHESTER NO 2 1949 AND PROJECTS ABOUT 3 INCHES.
 OQ0840'
 OQ0840'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 OQ0840'8 FEET EAST NORTHEAST OF A POWER LINE POLE AND 1 FOOT SOUTHWEST
 OQ0840'OF A FENCE CORNER.  THE MARK IS STAMPED CHESTER 1949 AND PROJECTS
 OQ0840'ABOUT 4 INCHES.
 OQ0840'
 OQ0840'TO REACH FROM THE INTERSECTION ON MAIN STREET AND U.S. HIGHWAY
 OQ0840'77 IN EAST EDGE OF DELL RAPIDS, GO NORTH ON U.S. HIGHWAY 77
 OQ0840'FOR 5.65 MILES TO CROSSROADS, TURN LEFT (WEST) AND GO 4.85
 OQ0840'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE WEST FOR
 OQ0840'0.2 MILE TO CROSSROADS, TURN LEFT (SOUTH) ON UNIMPROVED SECTION
 OQ0840'LINE ROAD FOR 0.2 MILE TO STATION ON RIGHT AS DESCRIBED.
 OQ0840'
 OQ0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OQ0840
 OQ0840                          STATION RECOVERY (1970)
 OQ0840
 OQ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0840'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 OQ0840'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND, A
 OQ0840'LOCAL RESIDENT STATED THAT IT HAD BEEN DESTROYED BY GRADING
 OQ0840'OPERATIONS.  A NEW AZIMUTH MARK WAS SET.
 OQ0840'
 OQ0840'A NEW DESCRIPTION FOLLOWS--
 OQ0840'
 OQ0840'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CHESTER AND 7
 OQ0840'MILES NORTHWEST OF DELL RAPIDS, AT THE TOP OF A SMALL HILL ALONG
 OQ0840'AN UNGRADED SECTION LINE ROAD.
 OQ0840'
 OQ0840'THE STATION MARK IS A STANDARD DISK STAMPED CHESTER 1949, SET
 OQ0840'IN A CONCRETE MONUMENT 6-INCHES BELOW GROUND SURFACE.  IT IS
 OQ0840'25 FEET WEST OF THE CENTER OF SECTION LINE ROAD, AND 5 FEET
 OQ0840'EAST OF A NORTH-SOUTH FENCE LINE AND METAL WITNESS POST.
 OQ0840'
 OQ0840'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHESTER NO
 OQ0840'1 1949, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.
 OQ0840'IT IS 25 FEET EAST OF THE CENTER OF ROAD, 1 FOOT WEST OF A
 OQ0840'NORTH-SOUTH FENCE LINE, AND 1 FOOT NORTH OF A METAL WITNESS
 OQ0840'POST.
 OQ0840'
 OQ0840'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHESTER NO 2 1949,
 OQ0840'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 OQ0840'IT IS 30 FEET WEST OF CENTER OF ROAD, 1 FOOT EAST OF FENCE
 OQ0840'LINE, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 OQ0840'
 OQ0840'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHESTER 1949 1970,
 OQ0840'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 OQ0840'IT IS 41 FEET SOUTH OF THE CENTER OF GRADED ROAD, 18 FEET
 OQ0840'WEST OF CENTER OF FIELD DRIVEWAY, 9 FEET WEST OF WEST GATE
 OQ0840'POST, 1 FOOT NORTH OF FENCE LINE, AND 1.0 FOOT EAST OF A METAL
 OQ0840'WITNESS POST.
 OQ0840'
 OQ0840'TO REACH FROM THE POST OFFICE IN DELL RAPIDS, GO WEST ON
 OQ0840'4TH STREET FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY 77
 OQ0840'AND COUNTY ROADS 104 AND 129, TURN RIGHT AND GO NORTH ON
 OQ0840'COUNTY ROAD 129 FOR 4.95 MILES TO A SIDE ROAD LEFT, TURN LEFT
 OQ0840'AND GO WEST ON GRAVELED ROAD FOR 4.65 MILES TO THE
 OQ0840'AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE GRAVELED ROAD
 OQ0840'FOR 0.35 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON
 OQ0840'UNGRADED SECTION LINE ROAD FOR 0.2 MILE TO THE STATION ON THE
 OQ0840'RIGHT AS DESCRIBED.
 OQ0840'
 OQ0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 OQ0840'EAST OF CHESTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0674 ***********************************************************************
 QS0674  DESIGNATION -  CHESTER
 QS0674  PID         -  QS0674
 QS0674  STATE/COUNTY-  SD/CAMPBELL
 QS0674  COUNTRY     -  US
 QS0674  USGS QUAD   -  MOUND CITY (2017)
 QS0674
 QS0674                         *CURRENT SURVEY CONTROL
 QS0674  ______________________________________________________________________
 QS0674* NAD 83(1996) POSITION- 45 43 01.46443(N) 100 04 07.42392(W)   ADJUSTED
 QS0674* NAVD 88 ORTHO HEIGHT -   523.783 (meters)     1718.44  (feet) ADJUSTED
 QS0674  ______________________________________________________________________
 QS0674  GEOID HEIGHT    -        -22.285 (meters)                     GEOID18
 QS0674  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 QS0674  DYNAMIC HEIGHT  -        523.742 (meters)     1718.31  (feet) COMP
 QS0674  MODELED GRAVITY -    980,521.3   (mgal)                       NAVD 88
 QS0674
 QS0674  HORZ ORDER      -  SECOND
 QS0674  VERT ORDER      -  FIRST     CLASS II
 QS0674
 QS0674.The horizontal coordinates were established by classical geodetic methods
 QS0674.and adjusted by the National Geodetic Survey in January 1998.
 QS0674
 QS0674.The orthometric height was determined by differential leveling and
 QS0674.adjusted by the NATIONAL GEODETIC SURVEY
 QS0674.in July 1998.
 QS0674
 QS0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0674.GEOID18 height accuracy estimate available here.
 QS0674
 QS0674.Click photographs - Photos may exist for this station.
 QS0674
 QS0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0674
 QS0674.The dynamic height is computed by dividing the NAVD 88
 QS0674.geopotential number by the normal gravity value computed on the
 QS0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0674.degrees latitude (g = 980.6199 gals.).
 QS0674
 QS0674.The modeled gravity was interpolated from observed gravity values.
 QS0674
 QS0674. The following values were computed from the NAD 83(1996) position.
 QS0674
 QS0674;                    North         East     Units Scale Factor Converg.
 QS0674;SPC SD N     -   209,336.408   594,648.930   MT  1.00000669   -0 02 55.1
 QS0674;SPC SD N     -   686,797.87  1,950,944.03   sFT  1.00000669   -0 02 55.1
 QS0674;UTM  14      - 5,063,168.567   416,825.195   MT  0.99968505   -0 45 54.5
 QS0674
 QS0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0674!SPC SD N     -   0.99992138  x   1.00000669  =   0.99992807
 QS0674!UTM  14      -   0.99992138  x   0.99968505  =   0.99960646
 QS0674
 QS0674:                Primary Azimuth Mark                     Grid Az
 QS0674:SPC SD N     -  MOUND CITY WT                            349 05 15.9
 QS0674:UTM  14      -  MOUND CITY WT                            349 48 15.3
 QS0674
 QS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1682563168(NAD 83)
 QS0674
 QS0674|---------------------------------------------------------------------|
 QS0674| PID    Reference Object                     Distance      Geod. Az  |
 QS0674|                                                           dddmmss.s |
 QS0674| AE5310 CHESTER RM 2                         23.364 METERS 01301     |
 QS0674| AE5309 CHESTER RM 1                         19.102 METERS 16436     |
 QS0674| QS0678 MOUND CITY WT                       APPROX. 1.2 KM 3490220.8 |
 QS0674|---------------------------------------------------------------------|
 QS0674
 QS0674                          SUPERSEDED SURVEY CONTROL
 QS0674
 QS0674  NAD 83(1986)-  45 43 01.45352(N)    100 04 07.42080(W) AD(       ) 2
 QS0674  NAD 27      -  45 43 01.48249(N)    100 04 05.99468(W) AD(       ) 2
 QS0674
 QS0674.Superseded values are not recommended for survey control.
 QS0674
 QS0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0674.See file dsdata.pdf to determine how the superseded data were derived.
 QS0674
 QS0674_MARKER: DD = SURVEY DISK
 QS0674_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0674+WITH SETTING: INFORMATION.
 QS0674_STAMPING: CHESTER ET 1967
 QS0674_MARK LOGO: USGS
 QS0674_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0674+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 QS0674
 QS0674  HISTORY     - Date     Condition        Report By
 QS0674  HISTORY     - 1967     MONUMENTED       USGS
 QS0674  HISTORY     - 19970310 GOOD             NGS
 QS0674
 QS0674                          STATION DESCRIPTION
 QS0674
 QS0674'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0674'THE STATION IS LOCATED APPROX. 0.5 MI S. OF MOUND CITY, T. 126 N.,
 QS0674'R. 76 W., NEAR THE SW. COR. OF THE NW 1/4 OF SEC. 20.
 QS0674'
 QS0674'TO REACH THE STATION FROM CROSSROADS AT MOUND CITY, GO S. ON
 QS0674'HWY. 83 FOR 0.5 MI TO STATION ON LEFT (E.).
 QS0674'
 QS0674'STATION MARK IS 48 FT S. AND 31 FT E. OF CENTER OF T-DRIVE
 QS0674'E., 19 FT W. OF USGS WITNESS POST AND FENCE, STAMPED ET CHESTER
 QS0674'1967.
 QS0674'
 QS0674'REFERENCE MARK NO. 1 IS S. OF THE STATION, 108 FT S. AND 48 FT
 QS0674'E. OF CENTER OF T-DRIVE E., 3 FT W. OF FENCE, STAMPED CHESTER
 QS0674'NO. 1 1967.
 QS0674'
 QS0674'REFERENCE MARK NO. 2 IS N. OF THE STATION, 27 FT N. AND 48 FT E.
 QS0674'OF CENTER OF T-DRIVE E., 2 FT W. OF FENCE, STAMPED CHESTER
 QS0674'NO. 2 1967.
 QS0674'
 QS0674'AZIMUTH MARK - NONE.
 QS0674'
 QS0674'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0674'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES
 QS0674'12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0674'
 QS0674'STANDARD BRACED TRIPOD USED.
 QS0674
 QS0674                          STATION RECOVERY (1997)
 QS0674
 QS0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0674'0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0674'IN MOUND CITY, 305.0 M (1000.7 FT) NORTH OF MILEPOST 225, 23.4 M (76.8
 QS0674'FT) SOUTHWEST OF REFERENCE MARK 2, 19.1 M (62.7 FT) NORTHWEST OF
 QS0674'REFERENCE MARK 1, 14.2 M (46.6 FT) SOUTH OF THE CENTER OF A GRAVELED
 QS0674'ROAD (CEMETERY ROAD), 9.4 M (30.8 FT) EAST OF THE HIGHWAY CENTERLINE,
 QS0674'5.7 M (18.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 5.6 M (18.4
 QS0674'FT) WEST OF BENCH MARK 83 225.19 AND A WITNESS POST, AND 1.0 M (3.3
 QS0674'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A
 QS0674'6-INCH TILE PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 QS0674'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0669 ***********************************************************************
 QR0669  DESIGNATION -  CHESTER ET
 QR0669  PID         -  QR0669
 QR0669  STATE/COUNTY-  SD/EDMUNDS
 QR0669  COUNTRY     -  US
 QR0669  USGS QUAD   -  IPSWICH SE (2017)
 QR0669
 QR0669                         *CURRENT SURVEY CONTROL
 QR0669  ______________________________________________________________________
 QR0669* NAD 83(1996) POSITION- 45 18 13.88578(N) 099 01 51.06878(W)   ADJUSTED
 QR0669* NAVD 88 ORTHO HEIGHT -   459.6   (meters)     1508.    (feet) VERTCON3
 QR0669  ______________________________________________________________________
 QR0669  GEOID HEIGHT    -        -23.654 (meters)                     GEOID18
 QR0669  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 QR0669  HORZ ORDER      -  SECOND
 QR0669
 QR0669.The horizontal coordinates were established by classical geodetic methods
 QR0669.and adjusted by the National Geodetic Survey in January 1998.
 QR0669
 QR0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0669
 QR0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0669.GEOID18 height accuracy estimate available here.
 QR0669
 QR0669.Click photographs - Photos may exist for this station.
 QR0669
 QR0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0669
 QR0669. The following values were computed from the NAD 83(1996) position.
 QR0669
 QR0669;                    North         East     Units Scale Factor Converg.
 QR0669;SPC SD N     -   163,864.710   676,003.545   MT  0.99994882   +0 41 09.2
 QR0669;SPC SD N     -   537,612.80  2,217,854.96   sFT  0.99994882   +0 41 09.2
 QR0669;UTM  14      - 5,016,706.444   497,581.243   MT  0.99960007   -0 01 19.0
 QR0669
 QR0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0669!SPC SD N     -   0.99993165  x   0.99994882  =   0.99988047
 QR0669!UTM  14      -   0.99993165  x   0.99960007  =   0.99953175
 QR0669
 QR0669:                Primary Azimuth Mark                     Grid Az
 QR0669:SPC SD N     -  CRESBARD MUN WATER TANK                  155 55 21.4
 QR0669:UTM  14      -  CRESBARD MUN WATER TANK                  156 37 49.6
 QR0669
 QR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9758116706(NAD 83)
 QR0669
 QR0669|---------------------------------------------------------------------|
 QR0669| PID    Reference Object                     Distance      Geod. Az  |
 QR0669|                                                           dddmmss.s |
 QR0669| CO5379 CHESTER ET RM 1                      28.553 METERS 05949     |
 QR0669| CO5380 CHESTER ET RM 2                      28.465 METERS 12111     |
 QR0669| QR0609 CRESBARD MUN WATER TANK             APPROX.16.3 KM 1563630.6 |
 QR0669|---------------------------------------------------------------------|
 QR0669
 QR0669                          SUPERSEDED SURVEY CONTROL
 QR0669
 QR0669  NAD 83(1986)-  45 18 13.90146(N)    099 01 51.06400(W) AD(       ) 2
 QR0669  NAD 27      -  45 18 13.99598(N)    099 01 49.65910(W) AD(       ) 2
 QR0669  NGVD 29 (07/19/86)  459.3    (m)         1507.     (f) VERT ANG       
 QR0669
 QR0669.Superseded values are not recommended for survey control.
 QR0669
 QR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0669.See file dsdata.pdf to determine how the superseded data were derived.
 QR0669
 QR0669_MARKER: DD = SURVEY DISK
 QR0669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0669+WITH SETTING: INFORMATION.
 QR0669_STAMPING: ET CHESTER 1970
 QR0669_MARK LOGO: USGS
 QR0669_PROJECTION: RECESSED 3 CENTIMETERS
 QR0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0669
 QR0669  HISTORY     - Date     Condition        Report By
 QR0669  HISTORY     - 1970     MONUMENTED       USGS
 QR0669
 QR0669                          STATION DESCRIPTION
 QR0669
 QR0669'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0669'THE STATION IS ABOUT 9.9 MI S. OF IPSWICH, ABOUT 340 FT N. OF THE
 QR0669'COR. OF SECS. 9, 10, 15 AND 16, T. 12 N., R. 68 W., ALONG
 QR0669'ST. HWY. 45.
 QR0669'
 QR0669'TO REACH THE STATION FROM THE JCT. OF U.S. 12 AND ST. 45 IN
 QR0669'IPSWICH, GO S. ON ST. HWY. 45 9.0 MI TO A CROSSROADS, CONTINUE
 QR0669'S. FOR 0.95 MI TO THE STATION ON THE RIGHT (W.) SIDE OF THE HWY.
 QR0669'
 QR0669'STATION MARK, STAMPED ET CHESTER 1970 IS 48 FT W. OF THE CENTER
 QR0669'OF ST. HWY. 45, 2.2 FT NNE. OF A POWER LINE POLE AND 1.3 FT
 QR0669'E. OF A STANDARD WITNESS POST AND ABOUT 1 IN. BELOW GROUND SURFACE.
 QR0669'
 QR0669'REFERENCE MARK NO. 1, STAMPED CHESTER NO 1 1970 IS 33 FT E. OF
 QR0669'THE CENTER OF ST. HWY. 45, 1.3 FT W. OF THE E. RIGHT-OF-WAY
 QR0669'FENCE AND 90 FT N. OF A TELEPHONE POLE.
 QR0669'
 QR0669'REFERENCE MARK NO. 2, STAMPED CHESTER NO 2 1970 IS 33 FT E. OF
 QR0669'THE CENTER OF ST. HWY. 45, 2.0 FT W. OF THE E. RIGHT-OF-WAY FENCE
 QR0669'AND 6 FT S. OF A TELEPHONE POLE.
 QR0669'
 QR0669'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0669'STEEL RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 QR0669'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARKS 1
 QR0669'AND 2 ARE 1 IN. BELOW GROUND SURFACE.
 QR0669'
 QR0669'NO AZIMUTH MARK WAS SET.
 QR0669'
 QR0669'REFERENCE AZIMUTH USED - CRESBARD M.W.T.  POINT OBSERVED IS THE
 QR0669'FINIAL (ALSO LIGHT CENTERED ON FINIAL) ATOP THE CRESBARD MWT
 QR0669'LOCATED 0.8 MI N. OF THE JCT. OF ST. HWY. 20 AND THE
 QR0669'N.-S. RD. THROUGH CRESBARD, 0.05 MI N. OF THE CRESBARD POST
 QR0669'OFFICE.  IT IS A 4 LEG STEEL STRUCTURE ABOUT 100 FT HIGH AND
 QR0669'PAINTED SILVER EXCEPT THE TOP COVER WHICH IS PAINTED RED, T. 120
 QR0669'N., R. 67 W., ABOUT 0.25 MI S. OF THE QUARTER COR. BETWEEN
 QR0669'SECS. 30 AND 31.
 QR0669'
 QR0669'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5309 ***********************************************************************
 AE5309  DESIGNATION -  CHESTER RM 1
 AE5309  PID         -  AE5309
 AE5309  STATE/COUNTY-  SD/CAMPBELL
 AE5309  COUNTRY     -  US
 AE5309  USGS QUAD   -  MOUND CITY (2017)
 AE5309
 AE5309                         *CURRENT SURVEY CONTROL
 AE5309  ______________________________________________________________________
 AE5309* NAD 83(1986) POSITION- 45 43 00.87   (N) 100 04 07.19   (W)   HD_HELD1
 AE5309* NAVD 88 ORTHO HEIGHT -   523.842 (meters)     1718.64  (feet) ADJUSTED
 AE5309  ______________________________________________________________________
 AE5309  GEOID HEIGHT    -        -22.286 (meters)                     GEOID18
 AE5309  DYNAMIC HEIGHT  -        523.801 (meters)     1718.50  (feet) COMP
 AE5309  MODELED GRAVITY -    980,521.3   (mgal)                       NAVD 88
 AE5309
 AE5309  VERT ORDER      -  FIRST     CLASS II
 AE5309
 AE5309.The horizontal coordinates were determined by differentially corrected
 AE5309.hand held GPS observations or other comparable positioning techniques
 AE5309.and have an estimated accuracy of +/- 3 meters.
 AE5309
 AE5309.The orthometric height was determined by differential leveling and
 AE5309.adjusted by the NATIONAL GEODETIC SURVEY
 AE5309.in July 1998.
 AE5309
 AE5309.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5309.GEOID18 height accuracy estimate available here.
 AE5309
 AE5309.Click photographs - Photos may exist for this station.
 AE5309
 AE5309.The dynamic height is computed by dividing the NAVD 88
 AE5309.geopotential number by the normal gravity value computed on the
 AE5309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5309.degrees latitude (g = 980.6199 gals.).
 AE5309
 AE5309.The modeled gravity was interpolated from observed gravity values.
 AE5309
 AE5309;                    North         East    Units  Estimated Accuracy
 AE5309;SPC SD N     -   209,318.1     594,654.0     MT  (+/- 3 meters HH1 GPS) 
 AE5309
 AE5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1683063150(NAD 83)
 AE5309
 AE5309                          SUPERSEDED SURVEY CONTROL
 AE5309
 AE5309.No superseded survey control is available for this station.
 AE5309
 AE5309_MARKER: DR = REFERENCE MARK DISK
 AE5309_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5309+WITH SETTING: INFORMATION.
 AE5309_STAMPING: CHESTER 1 1967
 AE5309_MARK LOGO: USGS
 AE5309_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5309+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE5309
 AE5309  HISTORY     - Date     Condition        Report By
 AE5309  HISTORY     - 1967     MONUMENTED       USGS
 AE5309  HISTORY     - 19970310 GOOD             NGS
 AE5309
 AE5309                          STATION DESCRIPTION
 AE5309
 AE5309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5309'0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE5309'IN MOUND CITY, 286.0 M (938.3 FT) NORTH OF MILEPOST 225, 19.1 M (62.7
 AE5309'FT) SOUTHEAST OF THE STATION MARK, 17.3 M (56.8 FT) SOUTH OF BENCH
 AE5309'MARK 83 225.19, 14.5 M (47.6 FT) EAST OF THE HIGHWAY CENTERLINE, 12.0
 AE5309'M (39.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT)
 AE5309'BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS
 AE5309'POST AND FENCE.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND
 AE5309'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5310 ***********************************************************************
 AE5310  DESIGNATION -  CHESTER RM 2
 AE5310  PID         -  AE5310
 AE5310  STATE/COUNTY-  SD/CAMPBELL
 AE5310  COUNTRY     -  US
 AE5310  USGS QUAD   -  MOUND CITY (2017)
 AE5310
 AE5310                         *CURRENT SURVEY CONTROL
 AE5310  ______________________________________________________________________
 AE5310* NAD 83(1986) POSITION- 45 43 02.20   (N) 100 04 07.18   (W)   HD_HELD1
 AE5310* NAVD 88 ORTHO HEIGHT -   523.911 (meters)     1718.86  (feet) ADJUSTED
 AE5310  ______________________________________________________________________
 AE5310  GEOID HEIGHT    -        -22.285 (meters)                     GEOID18
 AE5310  DYNAMIC HEIGHT  -        523.870 (meters)     1718.73  (feet) COMP
 AE5310  MODELED GRAVITY -    980,521.3   (mgal)                       NAVD 88
 AE5310
 AE5310  VERT ORDER      -  FIRST     CLASS II
 AE5310
 AE5310.The horizontal coordinates were determined by differentially corrected
 AE5310.hand held GPS observations or other comparable positioning techniques
 AE5310.and have an estimated accuracy of +/- 3 meters.
 AE5310
 AE5310.The orthometric height was determined by differential leveling and
 AE5310.adjusted by the NATIONAL GEODETIC SURVEY
 AE5310.in July 1998.
 AE5310
 AE5310.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5310.GEOID18 height accuracy estimate available here.
 AE5310
 AE5310.Click photographs - Photos may exist for this station.
 AE5310
 AE5310.The dynamic height is computed by dividing the NAVD 88
 AE5310.geopotential number by the normal gravity value computed on the
 AE5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5310.degrees latitude (g = 980.6199 gals.).
 AE5310
 AE5310.The modeled gravity was interpolated from observed gravity values.
 AE5310
 AE5310;                    North         East    Units  Estimated Accuracy
 AE5310;SPC SD N     -   209,359.1     594,654.2     MT  (+/- 3 meters HH1 GPS) 
 AE5310
 AE5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1683063191(NAD 83)
 AE5310
 AE5310                          SUPERSEDED SURVEY CONTROL
 AE5310
 AE5310.No superseded survey control is available for this station.
 AE5310
 AE5310_MARKER: DR = REFERENCE MARK DISK
 AE5310_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5310+WITH SETTING: INFORMATION.
 AE5310_STAMPING: CHESTER 2 1967
 AE5310_MARK LOGO: USGS
 AE5310_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5310+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 AE5310
 AE5310  HISTORY     - Date     Condition        Report By
 AE5310  HISTORY     - 1967     MONUMENTED       USGS
 AE5310  HISTORY     - 19970310 GOOD             NGS
 AE5310
 AE5310                          STATION DESCRIPTION
 AE5310
 AE5310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5310'0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE5310'IN MOUND CITY, 328.0 M (1076.1 FT) NORTH OF MILEPOST 225, 23.4 M (76.8
 AE5310'FT) NORTH OF BENCH MARK 83 225.19, 23.4 M (76.8 FT) NORTHEAST OF THE
 AE5310'STATION MARK, 14.9 M (48.9 FT) EAST OF THE HIGHWAY CENTERLINE, 8.8 M
 AE5310'(28.9 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW
 AE5310'THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST
 AE5310'AND FENCE.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND FLUSH
 AE5310'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0866 ***********************************************************************
 QS0866  DESIGNATION -  CHEYENE
 QS0866  PID         -  QS0866
 QS0866  STATE/COUNTY-  SD/DEWEY
 QS0866  COUNTRY     -  US
 QS0866  USGS QUAD   -  LITTLE MOREAU LAKE (2017)
 QS0866
 QS0866                         *CURRENT SURVEY CONTROL
 QS0866  ______________________________________________________________________
 QS0866* NAD 83(1996) POSITION- 45 16 10.12136(N) 101 07 03.36818(W)   ADJUSTED
 QS0866* NAVD 88 ORTHO HEIGHT -   711.31  (+/-2cm)     2333.7   (feet) VERTCON3
 QS0866  ______________________________________________________________________
 QS0866  GEOID HEIGHT    -        -21.303 (meters)                     GEOID18
 QS0866  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 QS0866  HORZ ORDER      -  THIRD
 QS0866  VERT ORDER      -  THIRD ? (See Below)
 QS0866
 QS0866.The horizontal coordinates were established by classical geodetic methods
 QS0866.and adjusted by the National Geodetic Survey in January 1998.
 QS0866
 QS0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0866
 QS0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0866.GEOID18 height accuracy estimate available here.
 QS0866
 QS0866.The vertical order pertains to the NGVD 29 superseded value.
 QS0866
 QS0866.Click photographs - Photos may exist for this station.
 QS0866
 QS0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0866
 QS0866. The following values were computed from the NAD 83(1996) position.
 QS0866
 QS0866;                    North         East     Units Scale Factor Converg.
 QS0866;SPC SD N     -   160,194.529   512,302.127   MT  0.99994635   -0 47 27.5
 QS0866;SPC SD N     -   525,571.55  1,680,777.89   sFT  0.99994635   -0 47 27.5
 QS0866;UTM  14      - 5,015,068.027   333,885.045   MT  0.99993929   -1 30 17.1
 QS0866
 QS0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0866!SPC SD N     -   0.99989183  x   0.99994635  =   0.99983819
 QS0866!UTM  14      -   0.99989183  x   0.99993929  =   0.99983113
 QS0866
 QS0866:                Primary Azimuth Mark                     Grid Az
 QS0866:SPC SD N     -  BUZZ NO 2                                146 19 27.2
 QS0866:UTM  14      -  BUZZ NO 2                                147 02 16.8
 QS0866
 QS0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3388515068(NAD 83)
 QS0866
 QS0866|---------------------------------------------------------------------|
 QS0866| PID    Reference Object                     Distance      Geod. Az  |
 QS0866|                                                           dddmmss.s |
 QS0866| QS0871 BUZZ NO 2                           APPROX. 3.8 KM 1453159.7 |
 QS0866|---------------------------------------------------------------------|
 QS0866
 QS0866                          SUPERSEDED SURVEY CONTROL
 QS0866
 QS0866  NAD 83(1986)-  45 16 10.11371(N)    101 07 03.36754(W) AD(       ) 3
 QS0866  NAD 27      -  45 16 10.18653(N)    101 07 01.83002(W) AD(       ) 3
 QS0866  NGVD 29             710.86   (m)         2332.2    (f) LEVELING    3  
 QS0866
 QS0866.Superseded values are not recommended for survey control.
 QS0866
 QS0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0866.See file dsdata.pdf to determine how the superseded data were derived.
 QS0866
 QS0866_MARKER: DB = BENCH MARK DISK
 QS0866_SETTING: 66 = SET IN ROCK OUTCROP
 QS0866_STAMPING: CHEYENNE 1948
 QS0866_MARK LOGO: USGS
 QS0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0866+STABILITY: POSITION/ELEVATION WELL
 QS0866
 QS0866  HISTORY     - Date     Condition        Report By
 QS0866  HISTORY     - 1948     MONUMENTED       USGS
 QS0866
 QS0866                          STATION DESCRIPTION
 QS0866
 QS0866'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QS0866'LOCATED 11.0 MI S. AND 2.0 MI W. OF TIMBER LAKE, ON CHEYENNE INDIAN
 QS0866'RESERVATION, NEAR COR. SECS. 7, 12, 13, AND 18, T. 15 N., RS. 24 AND
 QS0866'25 E., 35 FT N. AND 190 FT E. OF T - FENCE W., AT CENTER OF W. EDGE
 QS0866'OF SMALL BUTTE.
 QS0866'
 QS0866'STANDARD TABLET STAMPED---CHEYENNE 1948---SET IN CAP ROCK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1077 ***********************************************************************
 PT1077  DESIGNATION -  CHEYENNE
 PT1077  PID         -  PT1077
 PT1077  STATE/COUNTY-  SD/DEWEY
 PT1077  COUNTRY     -  US
 PT1077  USGS QUAD   -  NO HEART CREEK SW (2017)
 PT1077
 PT1077                         *CURRENT SURVEY CONTROL
 PT1077  ______________________________________________________________________
 PT1077* NAD 83(1996) POSITION- 44 49 45.29360(N) 100 44 40.39203(W)   ADJUSTED
 PT1077* NAVD 88 ORTHO HEIGHT -   568.    (meters)     1864.    (feet) SCALED
 PT1077  ______________________________________________________________________
 PT1077  GEOID HEIGHT    -        -22.044 (meters)                     GEOID18
 PT1077  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 PT1077  HORZ ORDER      -  SECOND
 PT1077
 PT1077.The horizontal coordinates were established by classical geodetic methods
 PT1077.and adjusted by the National Geodetic Survey in January 1998.
 PT1077
 PT1077.The orthometric height was scaled from a topographic map.
 PT1077
 PT1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1077.GEOID18 height accuracy estimate available here.
 PT1077
 PT1077.Click photographs - Photos may exist for this station.
 PT1077
 PT1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1077
 PT1077. The following values were computed from the NAD 83(1996) position.
 PT1077
 PT1077;                    North         East     Units Scale Factor Converg.
 PT1077;SPC SD N     -   110,938.825   541,124.198   MT  0.99994658   -0 31 37.0
 PT1077;SPC SD N     -   363,971.80  1,775,338.31   sFT  0.99994658   -0 31 37.0
 PT1077;SPC SD S     -   277,382.912   567,476.320   MT  1.00013095   -0 17 01.3
 PT1077;SPC SD S     -   910,047.10  1,861,795.23   sFT  1.00013095   -0 17 01.3
 PT1077;UTM  14      - 4,965,462.687   362,094.575   MT  0.99983386   -1 13 48.3
 PT1077
 PT1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1077!SPC SD N     -   0.99991435  x   0.99994658  =   0.99986093
 PT1077!SPC SD S     -   0.99991435  x   1.00013095  =   1.00004528
 PT1077!UTM  14      -   0.99991435  x   0.99983386  =   0.99974822
 PT1077
 PT1077:                Primary Azimuth Mark                     Grid Az
 PT1077:SPC SD N     -  CHEYENNE AZ MK                           323 57 49.2
 PT1077:SPC SD S     -  CHEYENNE AZ MK                           323 43 13.5
 PT1077:UTM  14      -  CHEYENNE AZ MK                           324 40 00.5
 PT1077
 PT1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6209465462(NAD 83)
 PT1077
 PT1077|---------------------------------------------------------------------|
 PT1077| PID    Reference Object                     Distance      Geod. Az  |
 PT1077|                                                           dddmmss.s |
 PT1077| CO5383 CHEYENNE RM 2                        14.173 METERS 03934     |
 PT1077| CO5382 CHEYENNE RM 1                        10.799 METERS 31253     |
 PT1077| CO5381 CHEYENNE AZ MK                                     3232612.2 |
 PT1077|---------------------------------------------------------------------|
 PT1077
 PT1077                          SUPERSEDED SURVEY CONTROL
 PT1077
 PT1077  NAD 83(1986)-  44 49 45.28714(N)    100 44 40.39340(W) AD(       ) 2
 PT1077  NAD 27      -  44 49 45.34000(N)    100 44 38.86600(W) AD(       ) 2
 PT1077
 PT1077.Superseded values are not recommended for survey control.
 PT1077
 PT1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1077.See file dsdata.pdf to determine how the superseded data were derived.
 PT1077
 PT1077_MARKER: DS = TRIANGULATION STATION DISK
 PT1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1077_STAMPING: CHEYENNE 1948
 PT1077_MARK LOGO: CGS
 PT1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1077+STABILITY: SURFACE MOTION
 PT1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT1077+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 PT1077
 PT1077  HISTORY     - Date     Condition        Report By
 PT1077  HISTORY     - 1948     MONUMENTED       CGS
 PT1077  HISTORY     - 1952     GOOD             CGS
 PT1077  HISTORY     - 20010319 GOOD             MNDT
 PT1077
 PT1077                          STATION DESCRIPTION
 PT1077
 PT1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1077'STATION IS ABOUT 17-1/2 MILES SSE OF RIDGEVIEW, ON CHEYENNE
 PT1077'INDIAN RESERVATION, ABOUT 4-1/2 MILES NNW OF MOUTH OF CHEYENNE
 PT1077'RIVER, AND APPROXIMATELY 1.0 MILE NW OF THE BIG BEND OF THE
 PT1077'MISSOURI RIVER.  IT IS 24 FEET SE OF THE SE CORNER OF A WIRE
 PT1077'CORRAL, 21.6 FEET SOUTH OF A WITNESS POST, AND PROBABLY IN
 PT1077'SEC. 18, T. 10 N., R. 28 E.  THE MARK PROJECTS 4 INCHES.  THE
 PT1077'DISK IS STAMPED CHEYENNE 1948.
 PT1077'
 PT1077'REFERENCE MARK NO. 1 IS 35.43 FEET NW OF THE STATION.  THE
 PT1077'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHEYENNE NO 1
 PT1077'1948.
 PT1077'
 PT1077'REFERENCE MARK NO. 2 IS 46.52 FEET NE OF THE STATION.  THE
 PT1077'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHEYENNE NO
 PT1077'2 1948.
 PT1077'
 PT1077'THE AZIMUTH MARK IS 0.5 MILE NW OF THE STATION, 171 FEET SE
 PT1077'OF A DIRT ROAD, AND 16 FEET SW OF A WITNESS POST.  THE MARK
 PT1077'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHEYENNE 1948.
 PT1077'
 PT1077'TO REACH FROM THE POST OFFICE IN RIDGEVIEW, GO SOUTHWESTERLY
 PT1077'ON U.S. HIGHWAY 212 FOR 6.0 MILES TO A SMALL CHURCH AND CEMETERY
 PT1077'ABOUT 0.1 MILE TO RIGHT OF HIGHWAY, CONTINUE ON HIGHWAY FOR
 PT1077'0.65 MILE, TURN LEFT ACROSS RAILROAD TO GATE, GO THROUGH
 PT1077'GATE AND FOLLOW TRACK ROAD FOR 0.8 MILE TO A WIRE GATE ABOUT
 PT1077'0.1 MILE NW OF RANCH HOUSE, GO THROUGH GATE AND TURN RIGHT
 PT1077'AROUND WEST EDGE OF RESERVOIR FOR 0.55 MILE TO WIRE GATE, GO
 PT1077'THROUGH GATE AND TURN RIGHT FOLLOWING WELL TRAVELED TRACK
 PT1077'ROAD SOUTHEASTERLY 16.15 MILES TO AZIMUTH MARK ON THE RIGHT,
 PT1077'CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A WIRE CORRAL
 PT1077'ABOUT 100 YDS. TO LEFT OF ROAD, TURN LEFT OFF ROAD FOR ABOUT
 PT1077'100 YDS.  TO THE SE CORNER OF THE CORRAL AND THE STATION.
 PT1077'
 PT1077'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1077
 PT1077                          STATION RECOVERY (1952)
 PT1077
 PT1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1077'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 PT1077'GOOD CONDITION.  A DESCRENPANCY WAS NOTED ON THE MEASUREMENT
 PT1077'TO REFERENCE MARK 2.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 PT1077'AND CORRECT.
 PT1077'
 PT1077'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 14 METER.
 PT1077
 PT1077                          STATION RECOVERY (2001)
 PT1077
 PT1077'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 PT1077'TO REACH, GO WEST ON U.S. HWY. 212 WEST FROM GETTYSBURG OR EAST
 PT1077'FROM EAGLE BUTTE TO BIA 8, THEN APPROX. 30 MILES SOUTH TO A
 PT1077'SIGN SAYING -REEVES STABLES- ON THE WEST SIDE OF THE ROAD AND
 PT1077'TAKE THE GRAVEL ROAD ON THE EAST SIDE OF BIA 8 AND PROCEED
 PT1077'EAST THROUGH THE PASTURE GATES AND PAST THE RANCH HOUSE TO THE
 PT1077'RIDGE OVERLOOKING THE MISSOURI RIVER AND THE INTAKE FACILITY.
 PT1077'
 PT1077'STATION CHEYENNE IS JUST OFF THE ROAD TO THE SOUTH ALONG WITH
 PT1077'RM 1 PLUS THE AZIMUTH MARKER IS ALSO AVAILABLE ABOUT
 PT1077'0.5 MILES NW OF THE MARK ON A HILL JUST OFF THE SOUHT SIDE OF
 PT1077'THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0771 ***********************************************************************
 OT0771  DESIGNATION -  CHEYENNE
 OT0771  PID         -  OT0771
 OT0771  STATE/COUNTY-  SD/SHANNON
 OT0771  COUNTRY     -  US
 OT0771  USGS QUAD   -  WILLOW CREEK NW (2017)
 OT0771
 OT0771                         *CURRENT SURVEY CONTROL
 OT0771  ______________________________________________________________________
 OT0771* NAD 83(1996) POSITION- 43 26 03.60064(N) 102 57 58.73382(W)   ADJUSTED
 OT0771* NAVD 88 ORTHO HEIGHT -  1028.21  (+/-2cm)     3373.4   (feet) VERTCON3
 OT0771  ______________________________________________________________________
 OT0771  GEOID HEIGHT    -        -17.332 (meters)                     GEOID18
 OT0771  LAPLACE CORR    -         -5.95  (seconds)                    DEFLEC18
 OT0771  HORZ ORDER      -  SECOND
 OT0771  VERT ORDER      -  THIRD ? (See Below)
 OT0771
 OT0771.The horizontal coordinates were established by classical geodetic methods
 OT0771.and adjusted by the National Geodetic Survey in January 1998.
 OT0771
 OT0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0771
 OT0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0771.GEOID18 height accuracy estimate available here.
 OT0771
 OT0771.The vertical order pertains to the NGVD 29 superseded value.
 OT0771
 OT0771.Click photographs - Photos may exist for this station.
 OT0771
 OT0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0771
 OT0771. The following values were computed from the NAD 83(1996) position.
 OT0771
 OT0771;                    North         East     Units Scale Factor Converg.
 OT0771;SPC SD S     -   125,689.523   386,877.010   MT  0.99991201   -1 48 58.9
 OT0771;SPC SD S     -   412,366.38  1,269,278.99   sFT  0.99991201   -1 48 58.9
 OT0771;UTM  13      - 4,811,057.359   664,591.922   MT  0.99993324   +1 23 54.7
 OT0771
 OT0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0771!SPC SD S     -   0.99984150  x   0.99991201  =   0.99975353
 OT0771!UTM  13      -   0.99984150  x   0.99993324  =   0.99977475
 OT0771
 OT0771:                Primary Azimuth Mark                     Grid Az
 OT0771:SPC SD S     -  CHEYENNE AZ MK                           072 03 07.8
 OT0771:UTM  13      -  CHEYENNE AZ MK                           068 50 14.2
 OT0771
 OT0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6459111057(NAD 83)
 OT0771
 OT0771|---------------------------------------------------------------------|
 OT0771| PID    Reference Object                     Distance      Geod. Az  |
 OT0771|                                                           dddmmss.s |
 OT0771| CP9009 CHEYENNE AZ MK                                     0701408.9 |
 OT0771| CP9010 CHEYENNE RM 1                        11.113 METERS 15745     |
 OT0771| CP9011 CHEYENNE RM 2                        11.732 METERS 24652     |
 OT0771|---------------------------------------------------------------------|
 OT0771
 OT0771                          SUPERSEDED SURVEY CONTROL
 OT0771
 OT0771  NAD 83(1995)-  43 26 03.59895(N)    102 57 58.73470(W) AD(       ) 2
 OT0771  NAD 83(1993)-  43 26 03.59065(N)    102 57 58.73398(W) AD(       ) 2
 OT0771  NAD 83(1986)-  43 26 03.58457(N)    102 57 58.73487(W) AD(       ) 2
 OT0771  NAD 27      -  43 26 03.63800(N)    102 57 57.02560(W) AD(       ) 2
 OT0771  NGVD 29            1027.72   (m)         3371.8    (f) LEVELING    3  
 OT0771
 OT0771.Superseded values are not recommended for survey control.
 OT0771
 OT0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0771.See file dsdata.pdf to determine how the superseded data were derived.
 OT0771
 OT0771_MARKER: DS = TRIANGULATION STATION DISK
 OT0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0771_STAMPING: CHEYENNE 1936
 OT0771_MARK LOGO: CGS
 OT0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0771+STABILITY: SURFACE MOTION
 OT0771
 OT0771  HISTORY     - Date     Condition        Report By
 OT0771  HISTORY     - 1936     MONUMENTED       CGS
 OT0771
 OT0771                          STATION DESCRIPTION
 OT0771
 OT0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0771'STATION IS ABOUT 31 MILES AIRLINE SOUTHWEST OF SCENIC, 2.0 MILES
 OT0771'EAST OF WEST BOUNDARY OF PINE RIDGE RESERVATION, 10 MILES SOUTH
 OT0771'OF WHERE THE CHEYENNE RIVER CROSSES THE WEST RESERVATION
 OT0771'BOUNDARY, ON SAND HILL IN OPEN FIELD, 0.45 MILE WEST OF
 OT0771'SOUTHWEST-NORTHWEST ROAD CURVE, 0.5 MILE SOUTHEAST OF
 OT0771'NORTH-NORTHWEST ROAD CURVE.  THE MARK PROJECTS 5 INCHES.
 OT0771'
 OT0771'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  THE MARK PROJECTS
 OT0771'5 INCHES.
 OT0771'
 OT0771'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION.  THE MARK
 OT0771'PROJECTS 5 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 OT0771'IS 52.59 FEET.
 OT0771'
 OT0771'THE AZIMUTH MARK IS EAST OF STATION, 30 FEET SOUTH OF CENTERLINE
 OT0771'OF ROAD, AT POINT WHERE ROAD CURVES FROM SOUTHWEST TO NORTHWEST.
 OT0771'THE MARK PROJECTS 6 INCHES.
 OT0771'
 OT0771'TO REACH THE STATION FROM SCENIC, GO SOUTH FROM RAILROAD TRACKS
 OT0771'FOR 15.7 MILES TO CATTLE GUARD IN WEST ROAD FENCE LINE (ABOUT
 OT0771'0.4 MILE SOUTH OF DAM ON EAST).  TURN RIGHT THROUGH CATTLEGUARD
 OT0771'AND FOLLOW GRADED ROAD AROUND EAST AND SOUTH OF CEDAR BUTTE
 OT0771'FOR 11.5 MILES TO TOP OF CUNY TABLE AND CATTLE GUARD,
 OT0771'CONTINUE FOR 0.7 MILE TO Y, BEAR LEFT AND GO 0.3 MILE TO CATTLE
 OT0771'GUARD, CONTINUE FOR 1.1 MILES TO CATTLE GUARD.  (FROM HERE
 OT0771'THE ROAD RUNS GENERALLY WEST NEAR SOUTH BREAK OF MESA).  FROM
 OT0771'LAST CATTLE GUARD GO WEST FOR 4.1 MILES TO GATE, CONTINUE FOR
 OT0771'0.7 MILE TO THREE-WAY GATE.  KEEP STRAIGHT AHEAD AND GO 0.5
 OT0771'MILE TO GATE (STUCCO HOUSE ON NORTH).  CONTINUE FOR 2.3
 OT0771'MILES TO WHERE ROAD PASSES AROUND LEFT OF FENCE CORNER, BEAR
 OT0771'LEFT OFF MAIN ROAD AND FOLLOW SECONDARY ROAD FOR 2.3 MILES
 OT0771'TO Y, BEAR LEFT AND GO 0.2 MILE TO Y AND WIRE GATE, BEAR
 OT0771'LEFT AND GO 0.5 MILE TO WIRE GATE WITH HOUSE TO NORTH.
 OT0771'JOG RIGHT AND THEN LEFT AND GO 0.3 MILE TO WIRE GATE IN
 OT0771'EAST-WEST FENCE LINE ON NORTH SIDE OF ROAD.  PASS THROUGH
 OT0771'GATE AND FOLLOW ROAD ALONG NORTH SIDE OF FENCE LINE FOR 0.7
 OT0771'MILE TO RIM OF MESA, WHERE ROAD LEADS DOWN TO VALLEY
 OT0771'BELOW.  CONTINUE ON THIS ROAD FOR 0.45 MILE TO Y
 OT0771'INTERSECTION, BEAR LEFT AND GO 3.2 MILE TO ROAD INTERSECTION.
 OT0771'TURN RIGHT (WEST) AND GO 5.1 MILES TO POINT WHERE ROAD
 OT0771'CURVES NORTHWEST.  LEAVE ROAD AND CONTINUE WEST FOR 0.45 MILE
 OT0771'TO TOP OF SAND HILL AND STATION.
 OT0771'
 OT0771'SIGNALS SHOWN FROM THE GROUND AT CUNY AND BELT 1934 ARE VISIBLE
 OT0771'FROM THE GROUND.
 OT0771'
 OT0771'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0771'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1097 ***********************************************************************
 PT1097  DESIGNATION -  CHEYMO
 PT1097  PID         -  PT1097
 PT1097  STATE/COUNTY-  SD/DEWEY
 PT1097  COUNTRY     -  US
 PT1097  USGS QUAD   -  ROUSSEAU CREEK (2017)
 PT1097
 PT1097                         *CURRENT SURVEY CONTROL
 PT1097  ______________________________________________________________________
 PT1097* NAD 83(1996) POSITION- 44 51 02.01883(N) 100 47 24.23606(W)   ADJUSTED
 PT1097* NAVD 88 ORTHO HEIGHT -   605.63  (+/-2cm)     1987.0   (feet) VERTCON3
 PT1097  ______________________________________________________________________
 PT1097  GEOID HEIGHT    -        -21.940 (meters)                     GEOID18
 PT1097  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 PT1097  HORZ ORDER      -  THIRD
 PT1097  VERT ORDER      -  THIRD ? (See Below)
 PT1097
 PT1097.The horizontal coordinates were established by classical geodetic methods
 PT1097.and adjusted by the National Geodetic Survey in January 1998.
 PT1097
 PT1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1097
 PT1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1097.GEOID18 height accuracy estimate available here.
 PT1097
 PT1097.The vertical order pertains to the NGVD 29 superseded value.
 PT1097
 PT1097.Click photographs - Photos may exist for this station.
 PT1097
 PT1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1097
 PT1097. The following values were computed from the NAD 83(1996) position.
 PT1097
 PT1097;                    North         East     Units Scale Factor Converg.
 PT1097;SPC SD N     -   113,341.131   537,548.526   MT  0.99994521   -0 33 33.0
 PT1097;SPC SD N     -   371,853.36  1,763,607.12   sFT  0.99994521   -0 33 33.0
 PT1097;SPC SD S     -   279,770.441   563,889.786   MT  1.00013894   -0 18 54.3
 PT1097;SPC SD S     -   917,880.19  1,850,028.41   sFT  1.00013894   -0 18 54.3
 PT1097;UTM  14      - 4,967,908.445   358,549.037   MT  0.99984604   -1 15 45.6
 PT1097
 PT1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1097!SPC SD N     -   0.99990849  x   0.99994521  =   0.99985371
 PT1097!SPC SD S     -   0.99990849  x   1.00013894  =   1.00004742
 PT1097!UTM  14      -   0.99990849  x   0.99984604  =   0.99975455
 PT1097
 PT1097:                Primary Azimuth Mark                     Grid Az
 PT1097:SPC SD N     -  CHEYMO AZ MK                             332 14 54.8
 PT1097:SPC SD S     -  CHEYMO AZ MK                             332 00 16.1
 PT1097:UTM  14      -  CHEYMO AZ MK                             332 57 07.4
 PT1097
 PT1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5854967908(NAD 83)
 PT1097
 PT1097|---------------------------------------------------------------------|
 PT1097| PID    Reference Object                     Distance      Geod. Az  |
 PT1097|                                                           dddmmss.s |
 PT1097| CO5385 CHEYMO RM 1                          12.633 METERS 09356     |
 PT1097| CO5386 CHEYMO RM 2                          13.268 METERS 20724     |
 PT1097| CO5384 CHEYMO AZ MK                                       3314121.8 |
 PT1097|---------------------------------------------------------------------|
 PT1097
 PT1097                          SUPERSEDED SURVEY CONTROL
 PT1097
 PT1097  NAD 83(1986)-  44 51 02.01236(N)    100 47 24.23726(W) AD(       ) 3
 PT1097  NAD 27      -  44 51 02.07200(N)    100 47 22.72100(W) AD(       ) 3
 PT1097  NGVD 29             605.22   (m)         1985.6    (f) LEVELING    3  
 PT1097
 PT1097.Superseded values are not recommended for survey control.
 PT1097
 PT1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1097.See file dsdata.pdf to determine how the superseded data were derived.
 PT1097
 PT1097_MARKER: DB = BENCH MARK DISK
 PT1097_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT1097_STAMPING: CHEYMO 1946
 PT1097_MARK LOGO: USGS
 PT1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT1097+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 PT1097
 PT1097  HISTORY     - Date     Condition        Report By
 PT1097  HISTORY     - 1946     MONUMENTED       USGS
 PT1097  HISTORY     - 20010319 GOOD             MNDT
 PT1097
 PT1097                          STATION DESCRIPTION
 PT1097
 PT1097'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 PT1097'THE STATION IS ABOUT 16 MILES SOUTH OF RIDGEVIEW, ABOUT 7-1/2
 PT1097'MILES NORTHWEST OF THE MOUTH OF THE CHEYENNE RIVER, 92 FEET
 PT1097'SOUTH OF A TRACK ROAD, AND 6 FEET SOUTHEAST OF A WHITE 4 IN
 PT1097'X 4 IN WITNESS POST.
 PT1097'
 PT1097'TO REACH THE STATION FROM THE POST OFFICE AT RIDGEVIEW, GO
 PT1097'SOUTHWESTERLY ON U.S. HIGHWAY 212 FOR 6.0 MILES TO A SMALL
 PT1097'CHURCH AND CEMETERY ABOUT 0.1 MILE TO THE RIGHT OF THE HIGHWAY,
 PT1097'CONTINUE ON THE HIGHWAY FOR 0.65 MILE TO A BLADED ROAD LEFT,
 PT1097'TURN LEFT (SOUTH), CROSS RAILROAD, PASS THROUGH WIRE GATE AND
 PT1097'FOLLOW BLADED ROAD FOR 0.8 MILE TO A WIRE GATE ABOUT 0.1
 PT1097'MILE NORTHWEST OF A RANCH HOUSE, PASS THROUGH WIRE GATE AND
 PT1097'BEAR RIGHT ON TRACK ROAD AROUND WEST SIDE OF A RESERVOIR FOR
 PT1097'0.55 MILE TO A WIRE GATE AND FORKS, PASS THROUGH GATE AND
 PT1097'TAKE RIGHT FORK AND FOLLOW WELL TRAVELED TRACK ROAD
 PT1097'SOUTHEASTERLY FOR 11.45 MILES TO A WIRE GATE, PASS THROUGH
 PT1097'WIRE GATE AND CONTINUE ON TRACK ROAD FOR 2.3 MILES TO THE
 PT1097'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE
 PT1097'ON TRACK ROAD FOR 0.25 MILE TO THE HIGH POINT ALONG THE
 PT1097'RIDGE, TURN RIGHT (SOUTH) ACROSS THE PASTURE FOR 92 FEET TO
 PT1097'THE HIGHEST POINT AND THE STATION AS DESCRIBED ABOVE.
 PT1097'
 PT1097'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PT1097'DISK SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST.  THE MARK
 PT1097'PROJECTS 10 INCHES, AND THE DISK IS STAMPED CHEYMO 1946.
 PT1097'
 PT1097'REFERENCE MARK NO. 1 IS 85 FEET SOUTH OF THE TRACK ROAD.  THE
 PT1097'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED CHEYMO USGS
 PT1097'NO 1 1952.
 PT1097'
 PT1097'REFERENCE MARK NO. 2 IS 136 FEET SOUTH OF THE TRACK ROAD.
 PT1097'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED CHEYMO
 PT1097'USGS NO 2 1952.
 PT1097'
 PT1097'THE AZIMUTH MARK IS 61 FEET SOUTHWEST OF THE TRACK ROAD, AND
 PT1097'2 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 PT1097'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CHEYMO USGS
 PT1097'1952.
 PT1097'
 PT1097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1097
 PT1097                          STATION RECOVERY (2001)
 PT1097
 PT1097'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 PT1097'TO REACH, GO WEST ON U.S. HWY. 212 WEST FROM GETTYSBURG OR EAST
 PT1097'FROM EAGLE BUTTE TO BIA 8, THEN APPROX. 30 MILES SOUTH TO A
 PT1097'SIGN SAYING -REEVES STABLES- ON THE WEST SIDE OF THE ROAD AND
 PT1097'TAKE THE GRAVEL ROAD ON THE EAST SIDE OF BIA 8 AND PROCEED
 PT1097'EAST THROUGH THE PASTURE GATES AND PAST THE RANCH HOUSE TO THE
 PT1097'RIDGE OVERLOOKING THE MISSOURI RIVER AND THE INTAKE FACILITY.
 PT1097'
 PT1097'STATION CHEYENNE IS JUST OFF THE ROAD TO THE SOUTH ALONG WITH
 PT1097'RM 1 PLUS THE AZIMUTH MARKER IS ALSO AVAILABLE ABOUT
 PT1097'0.5 MILES NW OF THE MARK ON A HILL JUST OFF THE SOUHT SIDE OF
 PT1097'THE ROAD.
 PT1097'
 PT1097'A REFERENCE MARKER, PROBABLY NO. 1, AND THE AZIMUTH MARKER ARE
 PT1097'VISIBLE SOUTH OF THE GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1078 ***********************************************************************
 PT1078  DESIGNATION -  CHICKEN
 PT1078  PID         -  PT1078
 PT1078  STATE/COUNTY-  SD/DEWEY
 PT1078  COUNTRY     -  US
 PT1078  USGS QUAD   -  NO HEART CREEK (2017)
 PT1078
 PT1078                         *CURRENT SURVEY CONTROL
 PT1078  ______________________________________________________________________
 PT1078* NAD 83(1996) POSITION- 44 56 20.85376(N) 100 42 04.54791(W)   ADJUSTED
 PT1078* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 PT1078  ______________________________________________________________________
 PT1078  GEOID HEIGHT    -        -22.065 (meters)                     GEOID18
 PT1078  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 PT1078  HORZ ORDER      -  THIRD
 PT1078
 PT1078.The horizontal coordinates were established by classical geodetic methods
 PT1078.and adjusted by the National Geodetic Survey in January 1998.
 PT1078
 PT1078.The orthometric height was scaled from a topographic map.
 PT1078
 PT1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1078.GEOID18 height accuracy estimate available here.
 PT1078
 PT1078.Click photographs - Photos may exist for this station.
 PT1078
 PT1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1078
 PT1078. The following values were computed from the NAD 83(1996) position.
 PT1078
 PT1078;                    North         East     Units Scale Factor Converg.
 PT1078;SPC SD N     -   123,117.778   544,653.048   MT  0.99994102   -0 29 46.7
 PT1078;SPC SD N     -   403,928.91  1,786,915.87   sFT  0.99994102   -0 29 46.7
 PT1078;UTM  14      - 4,977,595.934   365,772.451   MT  0.99982155   -1 12 06.7
 PT1078
 PT1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1078!SPC SD N     -   0.99991027  x   0.99994102  =   0.99985130
 PT1078!UTM  14      -   0.99991027  x   0.99982155  =   0.99973184
 PT1078
 PT1078:                Primary Azimuth Mark                     Grid Az
 PT1078:SPC SD N     -  CHICKEN AZ MK                            337 59 23.7
 PT1078:UTM  14      -  CHICKEN AZ MK                            338 41 43.7
 PT1078
 PT1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6577277595(NAD 83)
 PT1078
 PT1078|---------------------------------------------------------------------|
 PT1078| PID    Reference Object                     Distance      Geod. Az  |
 PT1078|                                                           dddmmss.s |
 PT1078| CO5388 CHICKEN RM 1                         11.207 METERS 00857     |
 PT1078| CO5389 CHICKEN RM 2                         12.248 METERS 27753     |
 PT1078| CO5387 CHICKEN AZ MK                                      3372937.0 |
 PT1078|---------------------------------------------------------------------|
 PT1078
 PT1078                          SUPERSEDED SURVEY CONTROL
 PT1078
 PT1078  NAD 83(1986)-  44 56 20.84671(N)    100 42 04.54857(W) AD(       ) 3
 PT1078  NAD 27      -  44 56 20.90700(N)    100 42 03.04300(W) AD(       ) 3
 PT1078
 PT1078.Superseded values are not recommended for survey control.
 PT1078
 PT1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1078.See file dsdata.pdf to determine how the superseded data were derived.
 PT1078
 PT1078_MARKER: DS = TRIANGULATION STATION DISK
 PT1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1078_STAMPING: CHICKEN 1952
 PT1078_MARK LOGO: CGS
 PT1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1078+STABILITY: SURFACE MOTION
 PT1078
 PT1078  HISTORY     - Date     Condition        Report By
 PT1078  HISTORY     - 1952     MONUMENTED       CGS
 PT1078
 PT1078                          STATION DESCRIPTION
 PT1078
 PT1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1078'THE STATION IS ABOUT 9 MILES SOUTH AND 4-1/2 MILES EAST OF
 PT1078'RIDGEVIEW, ABOUT 3-3/4 MILES SOUTH OF THE DEWEY-ARMSTRONG
 PT1078'COUNTY LINE, ON THE CHEYENNE RIVER INDIAN RESERVATION.  IT IS
 PT1078'120 FEET EAST OF A TRACK ROAD.
 PT1078'
 PT1078'TO REACH THE STATION FROM RIDGEVIEW, GO SOUTH ON THE FIRST
 PT1078'ROAD WEST OF THE POST OFFICE FOR 0.4 MILE TO A SIDE ROAD
 PT1078'LEFT, TURN LEFT AND GO EAST AND SOUTH FOR 1.45 MILES TO A
 PT1078'WIRE GATE AND TRACK ROAD TO THE LEFT, TURN LEFT THROUGH WIRE
 PT1078'GATE AND FOLLOW PLAIN TRACK ROAD SOUTHEASTERLY FOR 1.1 MILES
 PT1078'TO FORKS, TAKE LEFT FORK (EAST) FOR 0.6 MILE TO A CATTLE GUARD,
 PT1078'PASS THROUGH CATTLE GUARD AND FOLLOW TRACK ROAD SOUTHEASTERLY
 PT1078'FOR 1.3 MILES TO FORKS IMMEDIATELY BEYOND A FENCE CORNER ON
 PT1078'THE RIGHT, TAKE RIGHT FORK (SOUTHEAST) FOR 0.9 MILE TO A
 PT1078'CATTLE GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE
 PT1078'SOUTHEASTERLY ON GOOD TRACK ROAD FOR 5.0 MILES TO FORKS, TAKE LEFT
 PT1078'FORK AND FOLLOW MAIN ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON
 PT1078'THE LEFT AS DESCRIBED BELOW, CONTINUE ON TRACK ROAD FOR 0.35 MILE
 PT1078'TO THE TOP OF THE RISE AND THE STATION ON THE LEFT AS
 PT1078'DESCRIBED ABOVE.
 PT1078'
 PT1078'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1078'CHICKEN 1952.
 PT1078'
 PT1078'REFERENCE MARK NO. 1 IS 125 FEET EAST OF THE TRACK ROAD.  THE
 PT1078'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CHICKEN NO 1
 PT1078'1952.
 PT1078'
 PT1078'REFERENCE MARK NO. 2 IS 80 FEET EAST OF THE TRACK ROAD.  THE
 PT1078'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CHICKEN NO 2
 PT1078'1952.
 PT1078'
 PT1078'THE AZIMUTH MARK IS 34 FEET EAST OF THE TRACK ROAD.  THE MARK
 PT1078'PROJECTS 8 INCHES AND THE DISK IS STAMPED CHICKEN 1952.
 PT1078'
 PT1078'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0338 ***********************************************************************
 OR0338  DESIGNATION -  CHICOT AZ MK
 OR0338  PID         -  OR0338
 OR0338  STATE/COUNTY-  SD/GREGORY
 OR0338  COUNTRY     -  US
 OR0338  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0338
 OR0338                         *CURRENT SURVEY CONTROL
 OR0338  ______________________________________________________________________
 OR0338* NAD 83(1986) POSITION- 43 02 51.     (N) 098 41 32.     (W)   SCALED
 OR0338* NAVD 88 ORTHO HEIGHT -   555.520 (meters)     1822.57  (feet) ADJUSTED
 OR0338  ______________________________________________________________________
 OR0338  GEOID HEIGHT    -        -26.149 (meters)                     GEOID18
 OR0338  DYNAMIC HEIGHT  -        555.325 (meters)     1821.93  (feet) COMP
 OR0338  MODELED GRAVITY -    980,252.9   (mgal)                       NAVD 88
 OR0338
 OR0338  VERT ORDER      -  FIRST     CLASS II
 OR0338
 OR0338.The horizontal coordinates were scaled from a map and have
 OR0338.an estimated accuracy of +/- 6 seconds.
 OR0338
 OR0338.The orthometric height was determined by differential leveling and
 OR0338.adjusted by the NATIONAL GEODETIC SURVEY
 OR0338.in June 1991.
 OR0338
 OR0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0338.GEOID18 height accuracy estimate available here.
 OR0338
 OR0338.Click photographs - Photos may exist for this station.
 OR0338
 OR0338.The dynamic height is computed by dividing the NAVD 88
 OR0338.geopotential number by the normal gravity value computed on the
 OR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0338.degrees latitude (g = 980.6199 gals.).
 OR0338
 OR0338.The modeled gravity was interpolated from observed gravity values.
 OR0338
 OR0338;                    North         East    Units  Estimated Accuracy
 OR0338;SPC SD S     -    80,660.      733,700.      MT  (+/- 180 meters Scaled)
 OR0338
 OR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN250661(NAD 83)
 OR0338
 OR0338                          SUPERSEDED SURVEY CONTROL
 OR0338
 OR0338  NGVD 29 (??/??/92)  555.211  (m)         1821.55   (f) ADJ UNCH    1 2
 OR0338
 OR0338.Superseded values are not recommended for survey control.
 OR0338
 OR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0338.See file dsdata.pdf to determine how the superseded data were derived.
 OR0338
 OR0338_MARKER: DZ = AZIMUTH MARK DISK
 OR0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0338_STAMPING: CHICOT MRC 1948
 OR0338_MARK LOGO: CGS
 OR0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0338+STABILITY: SURFACE MOTION
 OR0338
 OR0338  HISTORY     - Date     Condition        Report By
 OR0338  HISTORY     - 1948     MONUMENTED       CGS
 OR0338  HISTORY     - 1949     GOOD             CGS
 OR0338  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0338
 OR0338                          STATION DESCRIPTION
 OR0338
 OR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0338'13.6 MI E FROM FAIRFAX.
 OR0338'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0338'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0338'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A
 OR0338'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OR0338'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 OR0338'NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 OR0338'GRADED DIRT ROAD, THENCE 0.7 MILE NORTH ALONG A GRADED DIRT
 OR0338'ROAD, JUST NORTH OF A CURVE WITH TANGENTS LEADING NORTH AND
 OR0338'WEST, 0.2 MILE SOUTH ALONG THE ROAD FROM A FARMHOUSE, 0.3 MILE
 OR0338'SOUTH OF TRIANGULATION STATION CHICOT, ON THE WEST EDGE OF A
 OR0338'CULTIVATED FIELD, 19.0 FEET EAST OF THE CENTER LINE OF THE
 OR0338'ROAD, 39.0 FEET SOUTHWEST OF A POINT ON THE PROJECTED CENTER
 OR0338'LINE OF A SECTION OF THE ROAD LEADING NORTHWEST, 2.5 FEET NORTH
 OR0338'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0338'0.3 FOOT ABOVE THE GROUND.
 OR0338
 OR0338                          STATION RECOVERY (2013)
 OR0338
 OR0338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0337 ***********************************************************************
 OR0337  DESIGNATION -  CHICOT RESET
 OR0337  PID         -  OR0337
 OR0337  STATE/COUNTY-  SD/GREGORY
 OR0337  COUNTRY     -  US
 OR0337  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0337
 OR0337                         *CURRENT SURVEY CONTROL
 OR0337  ______________________________________________________________________
 OR0337* NAD 83(1996) POSITION- 43 03 05.90247(N) 098 41 30.99951(W)   ADJUSTED
 OR0337* NAVD 88 ORTHO HEIGHT -   555.767 (meters)     1823.38  (feet) ADJUSTED
 OR0337  ______________________________________________________________________
 OR0337  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 OR0337  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 OR0337  DYNAMIC HEIGHT  -        555.573 (meters)     1822.74  (feet) COMP
 OR0337  MODELED GRAVITY -    980,253.9   (mgal)                       NAVD 88
 OR0337
 OR0337  HORZ ORDER      -  SECOND
 OR0337  VERT ORDER      -  FIRST     CLASS II
 OR0337
 OR0337.The horizontal coordinates were established by classical geodetic methods
 OR0337.and adjusted by the National Geodetic Survey in January 1998.
 OR0337
 OR0337.The orthometric height was determined by differential leveling and
 OR0337.adjusted by the NATIONAL GEODETIC SURVEY
 OR0337.in June 1991.
 OR0337
 OR0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0337.GEOID18 height accuracy estimate available here.
 OR0337
 OR0337.Click photographs - Photos may exist for this station.
 OR0337
 OR0337.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0337
 OR0337.The dynamic height is computed by dividing the NAVD 88
 OR0337.geopotential number by the normal gravity value computed on the
 OR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0337.degrees latitude (g = 980.6199 gals.).
 OR0337
 OR0337.The modeled gravity was interpolated from observed gravity values.
 OR0337
 OR0337. The following values were computed from the NAD 83(1996) position.
 OR0337
 OR0337;                    North         East     Units Scale Factor Converg.
 OR0337;SPC SD S     -    81,119.026   733,713.652   MT  0.99995546   +1 07 56.3
 OR0337;SPC SD S     -   266,138.00  2,407,192.21   sFT  0.99995546   +1 07 56.3
 OR0337;UTM  14      - 4,766,595.350   525,088.082   MT  0.99960774   +0 12 37.1
 OR0337
 OR0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0337!SPC SD S     -   0.99991695  x   0.99995546  =   0.99987242
 OR0337!UTM  14      -   0.99991695  x   0.99960774  =   0.99952473
 OR0337
 OR0337:                Primary Azimuth Mark                     Grid Az
 OR0337:SPC SD S     -  CHICOT AZ MK 2                           185 13 53.6
 OR0337:UTM  14      -  CHICOT AZ MK 2                           186 09 12.8
 OR0337
 OR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2508866595(NAD 83)
 OR0337
 OR0337|---------------------------------------------------------------------|
 OR0337| PID    Reference Object                     Distance      Geod. Az  |
 OR0337|                                                           dddmmss.s |
 OR0337| OR0335 CHICOT RM 2                          14.310 METERS 13914     |
 OR0337| CO2869 CHICOT AZ MK 2                                     1862149.9 |
 OR0337| OR0338 CHICOT AZ MK                                       1872840.1 |
 OR0337| OR0336 CHICOT RM 1                          17.362 METERS 35442     |
 OR0337|---------------------------------------------------------------------|
 OR0337
 OR0337                          SUPERSEDED SURVEY CONTROL
 OR0337
 OR0337  NAD 83(1995)-  43 03 05.90253(N)    098 41 30.99950(W) AD(       ) 2
 OR0337  NAD 83(1986)-  43 03 05.91146(N)    098 41 31.00789(W) AD(       ) 2
 OR0337  NAD 27      -  43 03 05.93300(N)    098 41 29.69900(W) AD(       ) 2
 OR0337  MORC        -  43 03 03.67000(N)    098 41 30.51000(W) AD(       ) 3
 OR0337  NGVD 29 (??/??/92)  555.459  (m)         1822.37   (f) ADJ UNCH    1 2
 OR0337  NGVD 29             555.46   (m)         1822.4    (f) LEVELING    3  
 OR0337
 OR0337.Superseded values are not recommended for survey control.
 OR0337
 OR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0337.See file dsdata.pdf to determine how the superseded data were derived.
 OR0337
 OR0337_MARKER: DB = BENCH MARK DISK
 OR0337_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0337_STAMPING: CHICOT MRC 1946
 OR0337_MARK LOGO: USGS
 OR0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0337
 OR0337  HISTORY     - Date     Condition        Report By
 OR0337  HISTORY     - UNK      MONUMENTED       MORC
 OR0337  HISTORY     - 1948     GOOD             CGS
 OR0337  HISTORY     - 1949     GOOD             CGS
 OR0337  HISTORY     - 1968     GOOD             CGS
 OR0337  HISTORY     - 1968     GOOD             CGS
 OR0337  HISTORY     - 1973     GOOD             USAF
 OR0337  HISTORY     - 20120114 POOR             INDIV
 OR0337
 OR0337                          STATION DESCRIPTION
 OR0337
 OR0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0337'THE STATION LOCATED ABOUT 9-3/4 MILES EAST AND 1-1/2 MILES NORTH
 OR0337'OF FAIRFAX, 1-1/2 MILES SOUTH OF THE MISSOURI RIVER, ON HIGH
 OR0337'POINT OF BLUFFS, IN NORTHEAST 1/4 OF SEC. 16, T. 95 N., R. 66
 OR0337'W., IT IS 24.6 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 48 FEET
 OR0337'NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS A 6 X 6 CONCRETE
 OR0337'POST THAT PROJECTS 6 INCHES WITH A STANDARD USGS BM SET IN THE
 OR0337'TOP.  THE DISC IS STAMPED CHICOT (MRC) 1946.
 OR0337'
 OR0337'REFERENCE MARK NO. 1 IS 56.97 FEET NORTHEAST OF THE STATION.
 OR0337'IT IS 3 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 3
 OR0337'INCHES AND THE DISC IS STAMPED CHICOT (MRC) NO 1 1948.
 OR0337'
 OR0337'REFERENCE MARK NO. 2 IS 47.04 FEET SOUTHEAST OF THE STATION.
 OR0337'IT IS 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 OR0337'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISC
 OR0337'IS STAMPED CHICOT (MRC) NO 2 1948.
 OR0337'
 OR0337'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATION.  IT
 OR0337'IS 15 FEET EAST OF THE CENTERLINE OF THE ROAD AND 3 FEET
 OR0337'NORTH OF THE WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 OR0337'AND THE DISC IS STAMPED CHICOT (MO.RC) 1948
 OR0337'
 OR0337'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 281 JUST
 OR0337'NORTH OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT WHEELER,
 OR0337'GO SOUTHERLY ON HIGHWAY 281 FOR 4.3 MILES TO A DIRT ROAD ABOUT
 OR0337'0.1 MILE NORTH OF A SCHOOL HOUSE.  TURN LEFT ON DIRT ROAD FOR
 OR0337'3.5 MILES TO FORKS, TAKE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD
 OR0337'FOR 7.2 MILES TO OLD FARM BUILDINGS ON LEFT AT TOP OF BLUFF,
 OR0337'AND END OF TRUCK TRAVEL.  PACK SHARP RIGHT, NORTHERLY, ABOUT
 OR0337'150 YARDS TO HIGHEST POINT AND STATION.
 OR0337'
 OR0337'TO REACH AZIMUTH FROM END OF TRUCK TRAVEL GO SOUTHERLY FOR .25
 OR0337'MILE TO MARK ON LEFT AS DESCRIBED.
 OR0337'
 OR0337'RECONNAISSANCE NOTE--ACCORDING TO U.S. ENGINEERS, THE U.S.G.S.
 OR0337'MARK IS DIRECTLY OVER THE MO.R.C. UNDERGROUND MARK.
 OR0337'
 OR0337'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0337
 OR0337                          STATION RECOVERY (1949)
 OR0337
 OR0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0337'13.9 MI E FROM FAIRFAX.
 OR0337'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0337'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 281, THENCE 8.9 MILES
 OR0337'EAST ALONG STATE HIGHWAY 54, THENCE 0.2 MILE EAST ALONG A GRADED
 OR0337'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 OR0337'0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 OR0337'ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED
 OR0337'DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 OR0337'0.1 MILE NORTH THROUGH AN OPEN FIELD, 0.1 MILE NORTH OF A
 OR0337'FARMHOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, ON TOP OF A
 OR0337'HILL, 24.5 FEET WEST OF A NORTH AND SOUTH FENCE, 46.0 FEET
 OR0337'NORTHWEST OF CHICOT M.R.C. R.M. 2, 57.1 FEET SOUTH OF CHICOT
 OR0337'M.R.C. R.M. 1, 47.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 OR0337'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 OR0337
 OR0337                          STATION RECOVERY (1968)
 OR0337
 OR0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 OR0337'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 OR0337'2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 OR0337'AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION AND HAD TO BE
 OR0337'MOVED.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE
 OR0337'VERIFIED.
 OR0337'
 OR0337'A NEW AZIMUTH MARK WAS SET.
 OR0337'
 OR0337'FOLLOWING IS A NEW DESCRIPTION.
 OR0337'
 OR0337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OR0337'281 WHICH IS ABOUT 9 MILES EAST OF FAIRFAX, GO EASTERLY ON
 OR0337'U.S. HIGHWAY 18 FOR 2.6 MILES TO A SIDE ROAD ON THE LEFT LEADING
 OR0337'TO A BOAT DOCKS.  TURN LEFT AND GO NORTH ON THE MAIN TRAVELED
 OR0337'ROAD FOR 0.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OR0337'NORTHERLY ON THE MAIN TRAVELED ROAD FOR 0.25 MILE TO THE STATION
 OR0337'ON THE LEFT, ABOUT 150 YARDS NORTH ON THE HIGHEST POINT OF THE
 OR0337'HILL.
 OR0337'
 OR0337'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 OR0337'STAMPED CHICOT MRC 1946, IS SET IN THE TOP OF A 6-INCH SQUARE
 OR0337'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 24.5 FEET WEST OF A
 OR0337'NORTH-SOUTH FENCE.
 OR0337'
 OR0337'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHICOT MRC NO. 1
 OR0337'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 OR0337'3 INCHES.  IT IS 3 FEET SOUTH OF A FENCE CORNER.
 OR0337'
 OR0337'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHICOT MRC NO. 2
 OR0337'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 OR0337'3 INCHES.  IT IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 OR0337'
 OR0337'AZIMUTH MARK, A STANDARD DISK STAMPED CHICOT MRC 1948 1968, IS
 OR0337'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 OR0337'SURFACE OF THE GROUND.  IT IS 101.5 FEET NORTH-NORTHEAST OF A
 OR0337'JOG IN FENCELINE, 52 FEET EAST OF THE CENTER OF THE ROAD, 9.5
 OR0337'FEET EAST OF A METAL WITNESS POST, AND 9 FEET EAST OF A FENCE.
 OR0337'
 OR0337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 OR0337'MILES EAST OF FAIRFAX.
 OR0337
 OR0337                          STATION RECOVERY (1968)
 OR0337
 OR0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 OR0337'RECOVERED IN GOOD CONDITION.
 OR0337
 OR0337                          STATION RECOVERY (1973)
 OR0337
 OR0337'RECOVERY NOTE BY US AIR FORCE 1973
 OR0337'STATION, REFERENCE MARKS, AND AZIMUTH MARK WAS RECOVERED IN GOOD
 OR0337'CONDITION.
 OR0337'
 OR0337'A COMPLETE DESCRIPTION FOLLOWS--
 OR0337'
 OR0337'THE STATION IS LOCATED ABOUT 9-3/4 MILES EAST AND 1-1/2 MILES
 OR0337'NORTH OF FAIRFAX, 1-1/2 MILES SOUTH OF THE MISSOURI RIVER, ON
 OR0337'THE HIGH POINT OF BLUFFS, IN NORTHEAST 1/4 OF SEC 16, T 95 N.,
 OR0337'R. 66W.  THE DISC IS STAMPED CHICOT (MRC) 1946 AND IS SET
 OR0337'IN 6 X 6 CONCRETE POST THAT PROJECTS 6 INCHES WITH A STANDARD
 OR0337'USGS BM SET IN THE TOP.  TO REACH FROM THE JUNCTION OF U.S.
 OR0337'HIGHWAYS 18, 281 AND 46 JUST NORTH OF PICKSTOWN, GO SOUTH
 OR0337'ACROSS THE FORT RANDALL DAM ON HIGHWAY 281/18 FOR 9.65 MILES TO
 OR0337'A GRAVEL ROAD RIGHT AND SIGN READING BOAT RAMP.  TURN RIGHT
 OR0337'(NORTH) ON GRAVEL ROAD GO 0.9 MILE TO A GATE LEFT.  ENTER
 OR0337'THE GATE, AND IN A NW DIRECTION, FOR .05 MILE TO THE EDGE OF THE
 OR0337'BLUFF AND THE STATION.
 OR0337
 OR0337                          STATION RECOVERY (2012)
 OR0337
 OR0337'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0337'CONCRETE POST IS LOOSE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0336 ***********************************************************************
 OR0336  DESIGNATION -  CHICOT RM 1
 OR0336  PID         -  OR0336
 OR0336  STATE/COUNTY-  SD/GREGORY
 OR0336  COUNTRY     -  US
 OR0336  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0336
 OR0336                         *CURRENT SURVEY CONTROL
 OR0336  ______________________________________________________________________
 OR0336* NAD 83(1986) POSITION- 43 03 06.46   (N) 098 41 31.07   (W)   HD_HELD1
 OR0336* NAVD 88 ORTHO HEIGHT -   554.658 (meters)     1819.74  (feet) ADJUSTED
 OR0336  ______________________________________________________________________
 OR0336  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 OR0336  DYNAMIC HEIGHT  -        554.464 (meters)     1819.10  (feet) COMP
 OR0336  MODELED GRAVITY -    980,254.0   (mgal)                       NAVD 88
 OR0336
 OR0336  VERT ORDER      -  FIRST     CLASS II
 OR0336
 OR0336.The horizontal coordinates were determined by differentially corrected
 OR0336.hand held GPS observations or other comparable positioning techniques
 OR0336.and have an estimated accuracy of +/- 3 meters.
 OR0336
 OR0336.The orthometric height was determined by differential leveling and
 OR0336.adjusted by the NATIONAL GEODETIC SURVEY
 OR0336.in June 1991.
 OR0336
 OR0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0336.GEOID18 height accuracy estimate available here.
 OR0336
 OR0336.Click photographs - Photos may exist for this station.
 OR0336
 OR0336.The dynamic height is computed by dividing the NAVD 88
 OR0336.geopotential number by the normal gravity value computed on the
 OR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0336.degrees latitude (g = 980.6199 gals.).
 OR0336
 OR0336.The modeled gravity was interpolated from observed gravity values.
 OR0336
 OR0336;                    North         East    Units  Estimated Accuracy
 OR0336;SPC SD S     -    81,136.2     733,711.7     MT  (+/- 3 meters HH1 GPS) 
 OR0336
 OR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2508666612(NAD 83)
 OR0336
 OR0336                          SUPERSEDED SURVEY CONTROL
 OR0336
 OR0336  NGVD 29 (??/??/92)  554.350  (m)         1818.73   (f) ADJ UNCH    1 2
 OR0336
 OR0336.Superseded values are not recommended for survey control.
 OR0336
 OR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0336.See file dsdata.pdf to determine how the superseded data were derived.
 OR0336
 OR0336_MARKER: DR = REFERENCE MARK DISK
 OR0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0336_STAMPING: CHICOT MRC 1948 NO 1
 OR0336_MARK LOGO: CGS
 OR0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0336+STABILITY: SURFACE MOTION
 OR0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0336+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2012
 OR0336
 OR0336  HISTORY     - Date     Condition        Report By
 OR0336  HISTORY     - 1948     MONUMENTED       CGS
 OR0336  HISTORY     - 1949     GOOD             CGS
 OR0336  HISTORY     - 20120114 GOOD             INDIV
 OR0336
 OR0336                          STATION DESCRIPTION
 OR0336
 OR0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0336'13.9 MI E FROM FAIRFAX.
 OR0336'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0336'FAIRFAX, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE
 OR0336'8.9 MILES EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST
 OR0336'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED
 OR0336'DIRT ROAD, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 OR0336'1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST
 OR0336'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A GRADED
 OR0336'DIRT ROAD, THENCE 0.1 MILE NORTH THROUGH AN OPEN FIELD, 0.1 MILE
 OR0336'NORTH OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD, ON TOP OF A
 OR0336'HILL, 1.0 FOOT SOUTHWEST OF A FENCE, 57.1 FEET NORTH OF THE
 OR0336'TRIANGULATION STATION, 99.2 FEET NORTH-NORTHWEST OF REFERENCE
 OR0336'MARK NO. 2, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 OR0336'ABOVE THE GROUND.
 OR0336
 OR0336                          STATION RECOVERY (2012)
 OR0336
 OR0336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0335 ***********************************************************************
 OR0335  DESIGNATION -  CHICOT RM 2
 OR0335  PID         -  OR0335
 OR0335  STATE/COUNTY-  SD/GREGORY
 OR0335  COUNTRY     -  US
 OR0335  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0335
 OR0335                         *CURRENT SURVEY CONTROL
 OR0335  ______________________________________________________________________
 OR0335* NAD 83(1986) POSITION- 43 03 05.55   (N) 098 41 30.59   (W)   HD_HELD1
 OR0335* NAVD 88 ORTHO HEIGHT -   555.415 (meters)     1822.22  (feet) ADJUSTED
 OR0335  ______________________________________________________________________
 OR0335  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 OR0335  DYNAMIC HEIGHT  -        555.221 (meters)     1821.59  (feet) COMP
 OR0335  MODELED GRAVITY -    980,254.0   (mgal)                       NAVD 88
 OR0335
 OR0335  VERT ORDER      -  FIRST     CLASS II
 OR0335
 OR0335.The horizontal coordinates were determined by differentially corrected
 OR0335.hand held GPS observations or other comparable positioning techniques
 OR0335.and have an estimated accuracy of +/- 3 meters.
 OR0335
 OR0335.The orthometric height was determined by differential leveling and
 OR0335.adjusted by the NATIONAL GEODETIC SURVEY
 OR0335.in June 1991.
 OR0335
 OR0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0335.GEOID18 height accuracy estimate available here.
 OR0335
 OR0335.Click photographs - Photos may exist for this station.
 OR0335
 OR0335.The dynamic height is computed by dividing the NAVD 88
 OR0335.geopotential number by the normal gravity value computed on the
 OR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0335.degrees latitude (g = 980.6199 gals.).
 OR0335
 OR0335.The modeled gravity was interpolated from observed gravity values.
 OR0335
 OR0335;                    North         East    Units  Estimated Accuracy
 OR0335;SPC SD S     -    81,108.3     733,723.1     MT  (+/- 3 meters HH1 GPS) 
 OR0335
 OR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2509766584(NAD 83)
 OR0335
 OR0335                          SUPERSEDED SURVEY CONTROL
 OR0335
 OR0335  NGVD 29 (??/??/92)  555.107  (m)         1821.21   (f) ADJ UNCH    1 2
 OR0335
 OR0335.Superseded values are not recommended for survey control.
 OR0335
 OR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0335.See file dsdata.pdf to determine how the superseded data were derived.
 OR0335
 OR0335_MARKER: DR = REFERENCE MARK DISK
 OR0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0335_STAMPING: CHICOT MRC 1948 RM 2
 OR0335_MARK LOGO: CGS
 OR0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0335+STABILITY: SURFACE MOTION
 OR0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0335+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2012
 OR0335
 OR0335  HISTORY     - Date     Condition        Report By
 OR0335  HISTORY     - 1948     MONUMENTED       CGS
 OR0335  HISTORY     - 1949     GOOD             CGS
 OR0335  HISTORY     - 20120114 GOOD             INDIV
 OR0335
 OR0335                          STATION DESCRIPTION
 OR0335
 OR0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0335'13.9 MI E FROM FAIRFAX.
 OR0335'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0335'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0335'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A
 OR0335'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OR0335'THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 OR0335'ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT
 OR0335'ROAD, THENCE 0.9 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE
 OR0335'NORTH THROUGH AN OPEN FIELD, 0.1 MILE NORTH OF A FARMHOUSE ON THE
 OR0335'SOUTH SIDE OF THE ROAD, ON THE TOP OF A HILL, 0.9 FOOT WEST OF A
 OR0335'FENCE, 46.0 FEET SOUTHEAST OF THE TRIANGULATION STATION, 99.2 FEET
 OR0335'SOUTH-SOUTHEAST OF REFERENCE MARK NO. 1, SET IN THE TOP OF A
 OR0335'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0335
 OR0335                          STATION RECOVERY (2012)
 OR0335
 OR0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0152 ***********************************************************************
 OR0152  DESIGNATION -  CHISELED SQUARE
 OR0152  PID         -  OR0152
 OR0152  STATE/COUNTY-  SD/CHARLES MIX
 OR0152  COUNTRY     -  US
 OR0152  USGS QUAD   -  BOVEE (2017)
 OR0152
 OR0152                         *CURRENT SURVEY CONTROL
 OR0152  ______________________________________________________________________
 OR0152* NAD 83(1986) POSITION- 43 21 32.     (N) 098 50 40.     (W)   SCALED
 OR0152* NAVD 88 ORTHO HEIGHT -   495.368 (meters)     1625.22  (feet) ADJUSTED
 OR0152  ______________________________________________________________________
 OR0152  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 OR0152  DYNAMIC HEIGHT  -        495.208 (meters)     1624.69  (feet) COMP
 OR0152  MODELED GRAVITY -    980,282.1   (mgal)                       NAVD 88
 OR0152
 OR0152  VERT ORDER      -  SECOND    CLASS 0
 OR0152
 OR0152.The horizontal coordinates were scaled from a map and have
 OR0152.an estimated accuracy of +/- 6 seconds.
 OR0152
 OR0152.The orthometric height was determined by differential leveling and
 OR0152.adjusted by the NATIONAL GEODETIC SURVEY
 OR0152.in June 1991.
 OR0152
 OR0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0152.GEOID18 height accuracy estimate available here.
 OR0152
 OR0152.Click photographs - Photos may exist for this station.
 OR0152
 OR0152.The dynamic height is computed by dividing the NAVD 88
 OR0152.geopotential number by the normal gravity value computed on the
 OR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0152.degrees latitude (g = 980.6199 gals.).
 OR0152
 OR0152.The modeled gravity was interpolated from observed gravity values.
 OR0152
 OR0152;                    North         East    Units  Estimated Accuracy
 OR0152;SPC SD S     -   115,010.      720,680.      MT  (+/- 180 meters Scaled)
 OR0152
 OR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP126006(NAD 83)
 OR0152
 OR0152                          SUPERSEDED SURVEY CONTROL
 OR0152
 OR0152  NGVD 29 (??/??/92)  495.028  (m)         1624.10   (f) ADJ UNCH    2 0
 OR0152
 OR0152.Superseded values are not recommended for survey control.
 OR0152
 OR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0152.See file dsdata.pdf to determine how the superseded data were derived.
 OR0152
 OR0152_MARKER: Q = CHISELED SQUARE
 OR0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0152_SP_SET: CULVERT HEADWALL
 OR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0152+STABILITY: SURFACE MOTION
 OR0152
 OR0152  HISTORY     - Date     Condition        Report By
 OR0152  HISTORY     - 1933     MONUMENTED       CGS
 OR0152
 OR0152                          STATION DESCRIPTION
 OR0152
 OR0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0152'1.7 MI S FROM PLATTE.
 OR0152'1.7 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM PLATTE, CHARLES MIX
 OR0152'COUNTY, AT A SMALL CONCRETE CULVERT UNDER THE HIGHWAY, ON THE
 OR0152'CENTER OF THE TOP OF THE EAST HEAD WALL, 20 FEET EAST OF THE
 OR0152'CENTER LINE OF THE HIGHWAY, AND 30 FEET WEST OF THE
 OR0152'RIGHT-OF-WAY FENCE LINE.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0595 ***********************************************************************
 OS0595  DESIGNATION -  CHISELED SQUARE
 OS0595  PID         -  OS0595
 OS0595  STATE/COUNTY-  SD/JACKSON
 OS0595  COUNTRY     -  US
 OS0595  USGS QUAD   -  KADOKA (2017)
 OS0595
 OS0595                         *CURRENT SURVEY CONTROL
 OS0595  ______________________________________________________________________
 OS0595* NAD 83(1986) POSITION- 43 45 49.     (N) 101 31 40.     (W)   SCALED
 OS0595* NAVD 88 ORTHO HEIGHT -   664.005 (meters)     2178.49  (feet) ADJUSTED
 OS0595  ______________________________________________________________________
 OS0595  GEOID HEIGHT    -        -21.516 (meters)                     GEOID18
 OS0595  DYNAMIC HEIGHT  -        663.787 (meters)     2177.77  (feet) COMP
 OS0595  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 OS0595
 OS0595  VERT ORDER      -  SECOND    CLASS 0
 OS0595
 OS0595.The horizontal coordinates were scaled from a map and have
 OS0595.an estimated accuracy of +/- 6 seconds.
 OS0595
 OS0595.The orthometric height was determined by differential leveling and
 OS0595.adjusted by the NATIONAL GEODETIC SURVEY
 OS0595.in June 1991.
 OS0595
 OS0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0595.GEOID18 height accuracy estimate available here.
 OS0595
 OS0595.Click photographs - Photos may exist for this station.
 OS0595
 OS0595.The dynamic height is computed by dividing the NAVD 88
 OS0595.geopotential number by the normal gravity value computed on the
 OS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0595.degrees latitude (g = 980.6199 gals.).
 OS0595
 OS0595.The modeled gravity was interpolated from observed gravity values.
 OS0595
 OS0595;                    North         East    Units  Estimated Accuracy
 OS0595;SPC SD S     -   159,580.      503,830.      MT  (+/- 180 meters Scaled)
 OS0595
 OS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP965487(NAD 83)
 OS0595
 OS0595                          SUPERSEDED SURVEY CONTROL
 OS0595
 OS0595  NGVD 29 (??/??/92)  663.554  (m)         2177.01   (f) ADJ UNCH    2 0
 OS0595
 OS0595.Superseded values are not recommended for survey control.
 OS0595
 OS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0595.See file dsdata.pdf to determine how the superseded data were derived.
 OS0595
 OS0595_MARKER: Q = CHISELED SQUARE
 OS0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OS0595_SP_SET: CONCRETE BASE
 OS0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0595
 OS0595  HISTORY     - Date     Condition        Report By
 OS0595  HISTORY     - UNK      MONUMENTED       CGS
 OS0595  HISTORY     - 1963     GOOD             CGS
 OS0595
 OS0595                          STATION DESCRIPTION
 OS0595
 OS0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OS0595'6 MI S FROM KADOKA.
 OS0595'6.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM KADOKA, JACKSON
 OS0595'COUNTY, AT THE NORTHWEST CORNER OF A CONCRETE BRIDGE OVER A
 OS0595'DRY CREEK, ON THE TOP OF THE 4-INCH PROJECTION ALONG THE INSIDE
 OS0595'OF THE BASE OF THE BANISTER, AND 6 INCHES SOUTH OF THE NORTH
 OS0595'END.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0110 ***********************************************************************
 PS0110  DESIGNATION -  CHISLED SQUARE
 PS0110  PID         -  PS0110
 PS0110  STATE/COUNTY-  SD/BEADLE
 PS0110  COUNTRY     -  US
 PS0110  USGS QUAD   -  HURON NW (2017)
 PS0110
 PS0110                         *CURRENT SURVEY CONTROL
 PS0110  ______________________________________________________________________
 PS0110* NAD 83(1986) POSITION- 44 23 05.     (N) 098 13 18.     (W)   SCALED
 PS0110* NAVD 88 ORTHO HEIGHT -   390.645 (meters)     1281.64  (feet) ADJUSTED
 PS0110  ______________________________________________________________________
 PS0110  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 PS0110  DYNAMIC HEIGHT  -        390.581 (meters)     1281.43  (feet) COMP
 PS0110  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 PS0110
 PS0110  VERT ORDER      -  SECOND    CLASS 0
 PS0110
 PS0110.This mark is at Huron Airport (HON)
 PS0110
 PS0110.The horizontal coordinates were scaled from a map and have
 PS0110.an estimated accuracy of +/- 6 seconds.
 PS0110
 PS0110.The orthometric height was determined by differential leveling and
 PS0110.adjusted by the NATIONAL GEODETIC SURVEY
 PS0110.in June 1991.
 PS0110
 PS0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0110.GEOID18 height accuracy estimate available here.
 PS0110
 PS0110.Click photographs - Photos may exist for this station.
 PS0110
 PS0110.The dynamic height is computed by dividing the NAVD 88
 PS0110.geopotential number by the normal gravity value computed on the
 PS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0110.degrees latitude (g = 980.6199 gals.).
 PS0110
 PS0110.The modeled gravity was interpolated from observed gravity values.
 PS0110
 PS0110;                    North         East    Units  Estimated Accuracy
 PS0110;SPC SD N     -    62,830.      741,700.      MT  (+/- 180 meters Scaled)
 PS0110
 PS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ619148(NAD 83)
 PS0110
 PS0110                          SUPERSEDED SURVEY CONTROL
 PS0110
 PS0110  NGVD 29 (??/??/92)  390.381  (m)         1280.78   (f) ADJ UNCH    2 0
 PS0110
 PS0110.Superseded values are not recommended for survey control.
 PS0110
 PS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0110.See file dsdata.pdf to determine how the superseded data were derived.
 PS0110
 PS0110_MARKER: Q = CHISELED SQUARE
 PS0110_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PS0110_SP_SET: SIDEWALK
 PS0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0110
 PS0110  HISTORY     - Date     Condition        Report By
 PS0110  HISTORY     - 1967     MONUMENTED       CGS
 PS0110  HISTORY     - 1967     GOOD             CGS
 PS0110
 PS0110                          STATION DESCRIPTION
 PS0110
 PS0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PS0110'1.5 MI N FROM HURON.
 PS0110'AT THE HURON MUNICIPAL AIRPORT, CHISLED SQUARE AT THE NORTHWEST
 PS0110'CORNER OF THE WALK AROUND THE UPPER INFLATION CENTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0807 ***********************************************************************
 NN0807  DESIGNATION -  CHOUTEAU
 NN0807  PID         -  NN0807
 NN0807  STATE/COUNTY-  SD/CHARLES MIX
 NN0807  COUNTRY     -  US
 NN0807  USGS QUAD   -  VERDEL (2017)
 NN0807
 NN0807                         *CURRENT SURVEY CONTROL
 NN0807  ______________________________________________________________________
 NN0807* NAD 83(1996) POSITION- 42 52 19.32941(N) 098 08 38.10066(W)   ADJUSTED
 NN0807* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 NN0807  ______________________________________________________________________
 NN0807  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 NN0807  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 NN0807  HORZ ORDER      -  SECOND
 NN0807
 NN0807.The horizontal coordinates were established by classical geodetic methods
 NN0807.and adjusted by the National Geodetic Survey in January 1998.
 NN0807
 NN0807.The orthometric height was scaled from a topographic map.
 NN0807
 NN0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0807.GEOID18 height accuracy estimate available here.
 NN0807
 NN0807.Click photographs - Photos may exist for this station.
 NN0807
 NN0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0807
 NN0807. The following values were computed from the NAD 83(1996) position.
 NN0807
 NN0807;                    North         East     Units Scale Factor Converg.
 NN0807;SPC SD S     -    62,203.536   778,874.852   MT  0.99999106   +1 30 37.3
 NN0807;SPC SD S     -   204,079.43  2,555,358.58   sFT  0.99999106   +1 30 37.3
 NN0807;UTM  14      - 4,746,960.183   569,922.752   MT  0.99966015   +0 34 56.9
 NN0807
 NN0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0807!SPC SD S     -   0.99993207  x   0.99999106  =   0.99992313
 NN0807!UTM  14      -   0.99993207  x   0.99966015  =   0.99959224
 NN0807
 NN0807:                Primary Azimuth Mark                     Grid Az
 NN0807:SPC SD S     -  CHOUTEAU AZ MK                           353 43 27.2
 NN0807:UTM  14      -  CHOUTEAU AZ MK                           354 39 07.6
 NN0807
 NN0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6992246960(NAD 83)
 NN0807
 NN0807|---------------------------------------------------------------------|
 NN0807| PID    Reference Object                     Distance      Geod. Az  |
 NN0807|                                                           dddmmss.s |
 NN0807| CO2873 CHOUTEAU RM 1                                      03550     |
 NN0807| CO2874 CHOUTEAU RM 2                                      14311     |
 NN0807| CO2872 CHOUTEAU AZ MK                                     3551404.5 |
 NN0807|---------------------------------------------------------------------|
 NN0807
 NN0807                          SUPERSEDED SURVEY CONTROL
 NN0807
 NN0807  NAD 83(1995)-  42 52 19.32942(N)    098 08 38.10066(W) AD(       ) 2
 NN0807  NAD 83(1986)-  42 52 19.34091(N)    098 08 38.10096(W) AD(       ) 2
 NN0807  NAD 27      -  42 52 19.34600(N)    098 08 36.82200(W) AD(       ) 2
 NN0807  MORC        -  42 52 17.12000(N)    098 08 37.97000(W) AD(       ) 3
 NN0807
 NN0807.Superseded values are not recommended for survey control.
 NN0807
 NN0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0807.See file dsdata.pdf to determine how the superseded data were derived.
 NN0807
 NN0807_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NN0807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0807_MARK LOGO: MORC
 NN0807_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0807
 NN0807  HISTORY     - Date     Condition        Report By
 NN0807  HISTORY     - 1948     MONUMENTED       MORC
 NN0807
 NN0807                          STATION DESCRIPTION
 NN0807
 NN0807'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NN0807'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTH-SOUTHEAST OF DANTE,
 NN0807'10.0 MILES SOUTH-SOUTHWEST OF AVON, IN A CULTIVATED FIELD.
 NN0807'51 FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD AND 4.5
 NN0807'FEET SOUTH OF A WITNESS POST.  THE MARK IS A 6 INCH PIPE ENCASED
 NN0807'IN A 12 X 12 INCH BLOCK OF CONCRETE, WITH A CAP HAVING MISSOURI
 NN0807'RIVER COMMISSION CAST ON ITS FACE.  THE MARK PROJECTS 6 INCHES.
 NN0807'
 NN0807'REFERENCE MARK NO. 1 IS 278.77 FEET NORTHEAST OF THE STATION
 NN0807'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND
 NN0807'THE DISK IS STAMPED CHOUTEAU MRC NO 1 1948.
 NN0807'
 NN0807'REFERENCE MARK NO. 2 IS 196.56 FEET SOUTHEAST OF THE STATION
 NN0807'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NN0807'DISK IS STAMPED CHOUTEAU MRC NO 2 1948.
 NN0807'
 NN0807'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 13 FEET
 NN0807'WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH OF A WITNESS
 NN0807'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 NN0807'CHOUTEAU MRC 1948.
 NN0807'
 NN0807'TO REACH FROM THE WEST EDGE OF DANTE WHERE HIGHWAY 50 TURNS
 NN0807'FROM THE WEST TO THE NORTH, GO SOUTH ON GRAVELED ROAD FOR 9.1
 NN0807'MILES TO A CROSSROAD (MAIN ROAD TURNS LEFT), TURN LEFT (EAST)
 NN0807'FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT (SOUTH) FOR 2.4 MILES
 NN0807'TO THE AZIMUTH MARK ON THE RIGHT AT CURVE IN ROAD, CONTINUE
 NN0807'ON FOR 0.2 MILE TO A TRACK ROAD LEFT THROUGH FIELD, TURN LEFT
 NN0807'ON TRACK ROAD FOR 0.1 MILE TO THE STATION ABOUT 50 FEET TO THE
 NN0807'LEFT.
 NN0807'
 NN0807'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1055 ***********************************************************************
 PT1055  DESIGNATION -  CHRISTIAN
 PT1055  PID         -  PT1055
 PT1055  STATE/COUNTY-  SD/JONES
 PT1055  COUNTRY     -  US
 PT1055  USGS QUAD   -  WENDTE (2017)
 PT1055
 PT1055                         *CURRENT SURVEY CONTROL
 PT1055  ______________________________________________________________________
 PT1055* NAD 83(1996) POSITION- 44 10 05.42614(N) 100 38 04.73262(W)   ADJUSTED
 PT1055* NAVD 88 ORTHO HEIGHT -   642.    (meters)     2106.    (feet) SCALED
 PT1055  ______________________________________________________________________
 PT1055  GEOID HEIGHT    -        -23.671 (meters)                     GEOID18
 PT1055  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 PT1055  HORZ ORDER      -  SECOND
 PT1055
 PT1055.The horizontal coordinates were established by classical geodetic methods
 PT1055.and adjusted by the National Geodetic Survey in January 1998.
 PT1055
 PT1055.The orthometric height was scaled from a topographic map.
 PT1055
 PT1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1055.GEOID18 height accuracy estimate available here.
 PT1055
 PT1055.Click photographs - Photos may exist for this station.
 PT1055
 PT1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1055
 PT1055. The following values were computed from the NAD 83(1996) position.
 PT1055
 PT1055;                    North         East     Units Scale Factor Converg.
 PT1055;SPC SD S     -   203,883.968   575,902.258   MT  0.99995289   -0 12 28.3
 PT1055;SPC SD S     -   668,909.32  1,889,439.32   sFT  0.99995289   -0 12 28.3
 PT1055;UTM  14      - 4,891,850.944   369,313.764   MT  0.99981005   -1 08 20.9
 PT1055
 PT1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1055!SPC SD S     -   0.99990299  x   0.99995289  =   0.99985588
 PT1055!UTM  14      -   0.99990299  x   0.99981005  =   0.99971306
 PT1055
 PT1055:                Primary Azimuth Mark                     Grid Az
 PT1055:SPC SD S     -  CHRISTIAN AZ MK                          272 59 09.1
 PT1055:UTM  14      -  CHRISTIAN AZ MK                          273 55 01.7
 PT1055
 PT1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6931391850(NAD 83)
 PT1055
 PT1055|---------------------------------------------------------------------|
 PT1055| PID    Reference Object                     Distance      Geod. Az  |
 PT1055|                                                           dddmmss.s |
 PT1055| CO5391 CHRISTIAN RM 1                       25.155 METERS 13409     |
 PT1055| CO5390 CHRISTIAN AZ MK                                    2724640.8 |
 PT1055| CO5392 CHRISTIAN RM 2                       26.723 METERS 31228     |
 PT1055|---------------------------------------------------------------------|
 PT1055
 PT1055                          SUPERSEDED SURVEY CONTROL
 PT1055
 PT1055  NAD 83(1986)-  44 10 05.42174(N)    100 38 04.73583(W) AD(       ) 2
 PT1055  NAD 27      -  44 10 05.48100(N)    100 38 03.24800(W) AD(       ) 2
 PT1055
 PT1055.Superseded values are not recommended for survey control.
 PT1055
 PT1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1055.See file dsdata.pdf to determine how the superseded data were derived.
 PT1055
 PT1055_MARKER: DS = TRIANGULATION STATION DISK
 PT1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1055_STAMPING: CHRISTIAN 1952
 PT1055_MARK LOGO: CGS
 PT1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1055+STABILITY: SURFACE MOTION
 PT1055
 PT1055  HISTORY     - Date     Condition        Report By
 PT1055  HISTORY     - 1952     MONUMENTED       CGS
 PT1055
 PT1055                          STATION DESCRIPTION
 PT1055
 PT1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1055'THE STATION IS IN SECTION 4, T 2 N, R 29 W, ON THE HIGHEST
 PT1055'POINT OF A RIDGE BETWEEN A CULTIVATED FIELD AND A MEADOW AND ON
 PT1055'THE PROPERTY OF MR. ED CHRISTIAN.  THE STATION IS 74 FEET SOUTH
 PT1055'OF A FENCE LINE, 19 FEET NORTH OF THE CENTER OF A TRACK ROAD
 PT1055'AND 5 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1055'
 PT1055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 PT1055'AND THE MAIN ROAD LEADING NORTH TO DRAPER, GO WEST ON U.S. HIGHWAY
 PT1055'16 FOR 2.35 MILES TO A CROSS ROAD, (THIS IS 0.1 MILE EAST OF
 PT1055'THE JUNCTION OF THE OLD AND NEW HIGHWAY) TURN RIGHT (NORTH)
 PT1055'AND FOLLOW THE MAIN ROAD FOR 14.5 MILES TO A CROSS ROAD AND
 PT1055'A SCHOOL HOUSE IN THE NORTHWEST ANGLE, CONTINUE NORTHERLY ON
 PT1055'THE MAIN GRADED ROAD FOR 1 MILE TO ANOTHER CROSS ROAD, TURN
 PT1055'LEFT (WEST) AND GO FOR 1.05 MILES, TURN RIGHT NORTHERLY WITH
 PT1055'THE ROAD AND GO FOR 0.65 MILE, TURN LEFT (NORTHWESTERLY) AND
 PT1055'FOLLOW A FARM ROAD FOR 1.25 MILES TO THE FARM HOME OF MR.
 PT1055'CHRISTIAN, CONTINUE NORTHERLY ON A TRACK ROAD ON THE EAST
 PT1055'SIDE OF THE FARM BUILDINGS FOR 0.45 MILE TO A Y-JUNCTION,
 PT1055'CONTINUE NORTHWESTERLY ON THE LEFT TRACK ROAD FOR 0.75 MILE
 PT1055'TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT1055'
 PT1055'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A TRACK
 PT1055'ROAD FOR 0.25 MILE TO A FENCE CORNER AND THE STATION AS
 PT1055'DESCRIBED.
 PT1055'
 PT1055'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PT1055'CHRISTIAN 195K.
 PT1055'
 PT1055'REFERENCE MARK 1 IS 8 FEET NORTH OF THE CENTER OF THE TRACK
 PT1055'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1055'CHRISTIAN NO 1 1952.
 PT1055'
 PT1055'REFERENCE MARK 2 IS 24 FEET NORTH OF THE CENTER OF THE TRACK
 PT1055'ROAD AND 13 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 PT1055'7 INCHES AND THE DISK IS STAMPED CHRISTIAN NO 2 1952.
 PT1055'
 PT1055'THE AZIMUTH MARK IS 3 FEET SOUTHEAST OF A FENCE CORNER AND 3
 PT1055'FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 PT1055'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHRISTIAN 1952.
 PT1055'
 PT1055'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1295 ***********************************************************************
 PU1295  DESIGNATION -  CHURCH
 PU1295  PID         -  PU1295
 PU1295  STATE/COUNTY-  SD/BUTTE
 PU1295  COUNTRY     -  US
 PU1295  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1295
 PU1295                         *CURRENT SURVEY CONTROL
 PU1295  ______________________________________________________________________
 PU1295* NAD 83(1996) POSITION- 44 59 44.57479(N) 103 01 38.21097(W)   ADJUSTED
 PU1295* NAVD 88 ORTHO HEIGHT -   903.027 (meters)     2962.68  (feet) ADJUSTED
 PU1295  ______________________________________________________________________
 PU1295  GEOID HEIGHT    -        -17.176 (meters)                     GEOID18
 PU1295  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 PU1295  DYNAMIC HEIGHT  -        902.829 (meters)     2962.03  (feet) COMP
 PU1295  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 PU1295
 PU1295  HORZ ORDER      -  SECOND
 PU1295  VERT ORDER      -  SECOND    CLASS 0
 PU1295
 PU1295.The horizontal coordinates were established by classical geodetic methods
 PU1295.and adjusted by the National Geodetic Survey in January 1998.
 PU1295
 PU1295.The orthometric height was determined by differential leveling and
 PU1295.adjusted by the NATIONAL GEODETIC SURVEY
 PU1295.in June 1991.
 PU1295
 PU1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1295.GEOID18 height accuracy estimate available here.
 PU1295
 PU1295.Click photographs - Photos may exist for this station.
 PU1295
 PU1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1295
 PU1295.The dynamic height is computed by dividing the NAVD 88
 PU1295.geopotential number by the normal gravity value computed on the
 PU1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1295.degrees latitude (g = 980.6199 gals.).
 PU1295
 PU1295.The modeled gravity was interpolated from observed gravity values.
 PU1295
 PU1295. The following values were computed from the NAD 83(1996) position.
 PU1295
 PU1295;                    North         East     Units Scale Factor Converg.
 PU1295;SPC SD N     -   133,628.872   361,360.746   MT  0.99993958   -2 08 33.1
 PU1295;SPC SD N     -   438,414.06  1,185,564.38   sFT  0.99993958   -2 08 33.1
 PU1295;UTM  13      - 4,984,367.455   655,492.085   MT  0.99989730   +1 23 42.4
 PU1295
 PU1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1295!SPC SD N     -   0.99986113  x   0.99993958  =   0.99980072
 PU1295!UTM  13      -   0.99986113  x   0.99989730  =   0.99975844
 PU1295
 PU1295:                Primary Azimuth Mark                     Grid Az
 PU1295:SPC SD N     -  MUD                                      082 03 14.8
 PU1295:UTM  13      -  MUD                                      078 30 59.3
 PU1295
 PU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5549284367(NAD 83)
 PU1295
 PU1295|---------------------------------------------------------------------|
 PU1295| PID    Reference Object                     Distance      Geod. Az  |
 PU1295|                                                           dddmmss.s |
 PU1295| QT0440 MUD                                 APPROX.11.2 KM 0795441.7 |
 PU1295| PU1294 CHURCH RM 1                          13.290 METERS 09333     |
 PU1295| PU1296 CHURCH RM 2                          18.785 METERS 18550     |
 PU1295|---------------------------------------------------------------------|
 PU1295
 PU1295                          SUPERSEDED SURVEY CONTROL
 PU1295
 PU1295  NAD 83(1993)-  44 59 44.56771(N)    103 01 38.20890(W) AD(       ) 2
 PU1295  NAD 83(1986)-  44 59 44.56509(N)    103 01 38.20760(W) AD(       ) 2
 PU1295  NAD 27      -  44 59 44.60300(N)    103 01 36.58260(W) AD(       ) 2
 PU1295  NGVD 29 (??/??/92)  902.550  (m)         2961.12   (f) ADJ UNCH    2 0
 PU1295  NGVD 29             902.55   (m)         2961.1    (f) LEVELING    3  
 PU1295
 PU1295.Superseded values are not recommended for survey control.
 PU1295
 PU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1295.See file dsdata.pdf to determine how the superseded data were derived.
 PU1295
 PU1295_MARKER: DS = TRIANGULATION STATION DISK
 PU1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1295_STAMPING: CHURCH 1962
 PU1295_MARK LOGO: CGS
 PU1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1295+STABILITY: SURFACE MOTION
 PU1295
 PU1295  HISTORY     - Date     Condition        Report By
 PU1295  HISTORY     - 1962     MONUMENTED       CGS
 PU1295  HISTORY     - 1963     GOOD             CGS
 PU1295
 PU1295                          STATION DESCRIPTION
 PU1295
 PU1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1295'THE STATION IS LOCATED ABOUT 19-1/2 MILES EAST-NORTHEAST OF CASTLE
 PU1295'ROCK, 7-3/4 MILES WEST OF MUD BUTTE, AND 6-3/4 MILES NORTH OF
 PU1295'SULPHUR CREEK BRIDGE ON U.S. HIGHWAY 212, ON THE NORTH SIDE
 PU1295'RIGHT-OF-WAY WHERE A GRADED, GRAVEL ROAD CROSSES A RIDGE NEAR A
 PU1295'SMALL COMMUNITY CHURCH.
 PU1295'
 PU1295'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON
 PU1295'GIRARD AVENUE 0.4 MILE TO U.S. HIGHWAY 212.  TURN RIGHT AND GO
 PU1295'EAST AND NORTHEAST ON THE HIGHWAY 23.1 MILES TO THE BRIDGE OVER
 PU1295'SULPHUR CREEK.  CONTINUE NORTHEAST 0.4 MILE TO A SIDE ROAD ON THE
 PU1295'LEFT.  TURN LEFT AND GO NORTHWEST AND WEST THEN NORTH 4.3 MILES
 PU1295'ON THE MAIN GRAVELED ROAD TO A CROSSROAD.  TURN RIGHT AND GO
 PU1295'EAST 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EAST
 PU1295'AND NORTH 2.9 MILES TO A FORK.  CONTINUE STRAIGHT EAST 0.7
 PU1295'MILE TO THE CHURCH AND STATION ON THE LEFT.
 PU1295'
 PU1295'THE STATION MARK, A STANDARD DISK STAMPED CHURCH 1962 CEMENTED IN
 PU1295'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 PU1295'2 INCHES ABOVE GROUND, IS 39.9 FEET SOUTH-SOUTHWEST OF THE
 PU1295'SOUTHWEST CORNER OF THE FENCE AROUND THE CHURCH PROPERTY, AND 33.6
 PU1295'FEET NORTH OF THE CENTER OF THE ROAD.
 PU1295'
 PU1295'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CHURCH NO 1
 PU1295'1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PU1295'MONUMENT PROJECTING 3 INCHES ABOVE GROUND, IS 32.0 FEET NORTH
 PU1295'OF THE CENTER OF THE ROAD, 41.3 FEET SOUTH-SOUTHWEST OF THE WEST
 PU1295'GATE POST AT THE ENTRANCE TO CHURCH PROPERTY, AND AT THE SAME
 PU1295'ELEVATION AS THE STATION.
 PU1295'
 PU1295'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CHURCH NO 2
 PU1295'1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU1295'PROJECTING 5 INCHES ABOVE GROUND, IS 29.8 FEET SOUTH OF THE CENTER
 PU1295'OF THE ROAD, 0.5 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND
 PU1295'ABOUT 18 INCHES LOWER THAN THE STATION.
 PU1295'
 PU1295'THE PICTURE POINT IS THE METAL KNOB ON THE GABLE ON THE SOUTH
 PU1295'END OF THE RIDGE POLE OF THE SMALL ROOF OVER THE ENTRY OF THE
 PU1295'CHURCH.  THE CHURCH IS ABOUT 40 FEET LONG AND 15 FEET WIDE WITH
 PU1295'A DARK COLORED ROOF AND STUCCO WALLS.  THERE IS A WHITE WOODEN
 PU1295'CROSS AT THE SOUTH END OF THE MAIN ROOF OF THE BUILDING.
 PU1295
 PU1295                          STATION RECOVERY (1963)
 PU1295
 PU1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1295'31.1 MI NE FROM NEWELL.
 PU1295'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1295'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1295'ROAD, THENCE 3.5 MILES NORTHEAST ALONG A GRAVELED ROAD, AT A
 PU1295'SMALL CHURCH ON TOP OF A HIGH HILL, 34 FEET NORTH OF THE
 PU1295'CENTERLINE OF THE ROAD, 94 FEET SOUTHWEST OF THE SOUTHWEST
 PU1295'CORNER OF THE CHURCH, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PU1295'OF A FENCE AROUND THE CHURCH, ABOUT 1 FOOT ABOVE THE LEVEL OF
 PU1295'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1295'3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0887 ***********************************************************************
 PR0887  DESIGNATION -  CHURCH HIGH SPIRE SE OF HANSEN
 PR0887  PID         -  PR0887
 PR0887  STATE/COUNTY-  SD/KINGSBURY
 PR0887  COUNTRY     -  US
 PR0887  USGS QUAD   -  OLDHAM (2017)
 PR0887
 PR0887                         *CURRENT SURVEY CONTROL
 PR0887  ______________________________________________________________________
 PR0887* NAD 83(1996) POSITION- 44 13 24.50142(N) 097 22 16.90458(W)   ADJUSTED
 PR0887  ______________________________________________________________________
 PR0887  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 PR0887  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 PR0887  HORZ ORDER      -  THIRD
 PR0887
 PR0887.The horizontal coordinates were established by classical geodetic methods
 PR0887.and adjusted by the National Geodetic Survey in January 1998.
 PR0887
 PR0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0887.GEOID18 height accuracy estimate available here.
 PR0887
 PR0887.Click photographs - Photos may exist for this station.
 PR0887
 PR0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0887
 PR0887. The following values were computed from the NAD 83(1996) position.
 PR0887
 PR0887;                    North         East     Units Scale Factor Converg.
 PR0887;SPC SD N     -    46,763.586   810,012.103   MT  1.00004261   +1 51 37.4
 PR0887;SPC SD N     -   153,423.53  2,657,514.71   sFT  1.00004261   +1 51 37.4
 PR0887;SPC SD S     -   214,204.195   836,615.896   MT  0.99996263   +2 02 36.0
 PR0887;SPC SD S     -   702,768.26  2,744,797.32   sFT  0.99996263   +2 02 36.0
 PR0887;UTM  14      - 4,897,983.595   630,083.977   MT  0.99980811   +1 08 09.8
 PR0887
 PR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3008397983(NAD 83)
 PR0887
 PR0887                          SUPERSEDED SURVEY CONTROL
 PR0887
 PR0887  NAD 83(1986)-  44 13 24.50035(N)    097 22 16.87394(W) AD(       ) 3
 PR0887  NAD 27      -  44 13 24.60600(N)    097 22 15.62300(W) AD(       ) 3
 PR0887  USSD        -  44 13 24.77700(N)    097 22 16.05100(W) AD(       ) 3
 PR0887
 PR0887.Superseded values are not recommended for survey control.
 PR0887
 PR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0887.See file dsdata.pdf to determine how the superseded data were derived.
 PR0887
 PR0887_MARKER: 90 = CHURCH SPIRE
 PR0887
 PR0887  HISTORY     - Date     Condition        Report By
 PR0887  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0887  HISTORY     - 1935     GOOD             CGS
 PR0887
 PR0887                          STATION DESCRIPTION
 PR0887
 PR0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0887'STILL STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0930 ***********************************************************************
 OQ0930  DESIGNATION -  CHURCH ON E END OF RIDGE SPIRE
 OQ0930  PID         -  OQ0930
 OQ0930  STATE/COUNTY-  SD/HANSON
 OQ0930  COUNTRY     -  US
 OQ0930  USGS QUAD   -  SPENCER SW (2017)
 OQ0930
 OQ0930                         *CURRENT SURVEY CONTROL
 OQ0930  ______________________________________________________________________
 OQ0930* NAD 83(1996) POSITION- 43 33 26.41812(N) 097 38 50.45485(W)   ADJUSTED
 OQ0930  ______________________________________________________________________
 OQ0930  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 OQ0930  LAPLACE CORR    -          1.94  (seconds)                    DEFLEC18
 OQ0930  HORZ ORDER      -  THIRD
 OQ0930
 OQ0930.The horizontal coordinates were established by classical geodetic methods
 OQ0930.and adjusted by the National Geodetic Survey in January 1998.
 OQ0930
 OQ0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0930.GEOID18 height accuracy estimate available here.
 OQ0930
 OQ0930.Click photographs - Photos may exist for this station.
 OQ0930
 OQ0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0930
 OQ0930. The following values were computed from the NAD 83(1996) position.
 OQ0930
 OQ0930;                    North         East     Units Scale Factor Converg.
 OQ0930;SPC SD S     -   139,484.651   816,969.932   MT  0.99990744   +1 51 10.6
 OQ0930;SPC SD S     -   457,625.89  2,680,342.19   sFT  0.99990744   +1 51 10.6
 OQ0930;UTM  14      - 4,823,598.032   609,251.186   MT  0.99974681   +0 55 55.8
 OQ0930
 OQ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0925123598(NAD 83)
 OQ0930
 OQ0930                          SUPERSEDED SURVEY CONTROL
 OQ0930
 OQ0930  NAD 83(1995)-  43 33 26.42523(N)    097 38 50.44030(W) AD(       ) 3
 OQ0930  NAD 83(1986)-  43 33 26.42871(N)    097 38 50.43656(W) AD(       ) 3
 OQ0930  NAD 27      -  43 33 26.49300(N)    097 38 49.19100(W) AD(       ) 3
 OQ0930  USSD        -  43 33 26.67200(N)    097 38 49.56900(W) AD(       ) 3
 OQ0930
 OQ0930.Superseded values are not recommended for survey control.
 OQ0930
 OQ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0930.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0930
 OQ0930_MARKER: 90 = CHURCH SPIRE
 OQ0930
 OQ0930  HISTORY     - Date     Condition        Report By
 OQ0930  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0930
 OQ0930                          STATION DESCRIPTION
 OQ0930
 OQ0930'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1294 ***********************************************************************
 PU1294  DESIGNATION -  CHURCH RM 1
 PU1294  PID         -  PU1294
 PU1294  STATE/COUNTY-  SD/BUTTE
 PU1294  COUNTRY     -  US
 PU1294  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1294
 PU1294                         *CURRENT SURVEY CONTROL
 PU1294  ______________________________________________________________________
 PU1294* NAD 83(1986) POSITION- 44 59 44.55   (N) 103 01 37.61   (W)   HD_HELD1
 PU1294* NAVD 88 ORTHO HEIGHT -   903.109 (meters)     2962.95  (feet) ADJUSTED
 PU1294  ______________________________________________________________________
 PU1294  GEOID HEIGHT    -        -17.177 (meters)                     GEOID18
 PU1294  DYNAMIC HEIGHT  -        902.911 (meters)     2962.30  (feet) COMP
 PU1294  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 PU1294
 PU1294  VERT ORDER      -  SECOND    CLASS 0
 PU1294
 PU1294.The horizontal coordinates were determined by differentially corrected
 PU1294.hand held GPS observations or other comparable positioning techniques
 PU1294.and have an estimated accuracy of +/- 3 meters.
 PU1294
 PU1294.The orthometric height was determined by differential leveling and
 PU1294.adjusted by the NATIONAL GEODETIC SURVEY
 PU1294.in June 1991.
 PU1294
 PU1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1294.GEOID18 height accuracy estimate available here.
 PU1294
 PU1294.Click photographs - Photos may exist for this station.
 PU1294
 PU1294.The dynamic height is computed by dividing the NAVD 88
 PU1294.geopotential number by the normal gravity value computed on the
 PU1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1294.degrees latitude (g = 980.6199 gals.).
 PU1294
 PU1294.The modeled gravity was interpolated from observed gravity values.
 PU1294
 PU1294;                    North         East    Units  Estimated Accuracy
 PU1294;SPC SD N     -   133,627.6     361,373.9     MT  (+/- 3 meters HH1 GPS) 
 PU1294
 PU1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5550584367(NAD 83)
 PU1294
 PU1294                          SUPERSEDED SURVEY CONTROL
 PU1294
 PU1294  NGVD 29 (??/??/92)  902.632  (m)         2961.39   (f) ADJ UNCH    2 0
 PU1294
 PU1294.Superseded values are not recommended for survey control.
 PU1294
 PU1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1294.See file dsdata.pdf to determine how the superseded data were derived.
 PU1294
 PU1294_MARKER: DR = REFERENCE MARK DISK
 PU1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1294_STAMPING: CHURCH NO 1 1962
 PU1294_MARK LOGO: CGS
 PU1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1294+STABILITY: SURFACE MOTION
 PU1294
 PU1294  HISTORY     - Date     Condition        Report By
 PU1294  HISTORY     - 1962     MONUMENTED       CGS
 PU1294  HISTORY     - 1963     GOOD             CGS
 PU1294
 PU1294                          STATION DESCRIPTION
 PU1294
 PU1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1294'31.1 MI NE FROM NEWELL.
 PU1294'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1294'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1294'ROAD, THENCE 3.5 MILES NORTHEAST ALONG A GRAVELED ROAD, 78 FEET
 PU1294'SOUTH OF THE SOUTHEAST CORNER OF A SMALL CHUCRH ON THE TOP OF A
 PU1294'HIGH HILL, 49 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 PU1294'FENCE AROUND THE CHURCH, 43.6 FEET EAST OF THE STATION MARK,
 PU1294'32 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH
 PU1294'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1294'3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1296 ***********************************************************************
 PU1296  DESIGNATION -  CHURCH RM 2
 PU1296  PID         -  PU1296
 PU1296  STATE/COUNTY-  SD/BUTTE
 PU1296  COUNTRY     -  US
 PU1296  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1296
 PU1296                         *CURRENT SURVEY CONTROL
 PU1296  ______________________________________________________________________
 PU1296* NAD 83(1986) POSITION- 44 59 43.97   (N) 103 01 38.30   (W)   HD_HELD1
 PU1296* NAVD 88 ORTHO HEIGHT -   902.370 (meters)     2960.53  (feet) ADJUSTED
 PU1296  ______________________________________________________________________
 PU1296  GEOID HEIGHT    -        -17.176 (meters)                     GEOID18
 PU1296  DYNAMIC HEIGHT  -        902.172 (meters)     2959.88  (feet) COMP
 PU1296  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 PU1296
 PU1296  VERT ORDER      -  SECOND    CLASS 0
 PU1296
 PU1296.The horizontal coordinates were determined by differentially corrected
 PU1296.hand held GPS observations or other comparable positioning techniques
 PU1296.and have an estimated accuracy of +/- 3 meters.
 PU1296
 PU1296.The orthometric height was determined by differential leveling and
 PU1296.adjusted by the NATIONAL GEODETIC SURVEY
 PU1296.in June 1991.
 PU1296
 PU1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1296.GEOID18 height accuracy estimate available here.
 PU1296
 PU1296.Click photographs - Photos may exist for this station.
 PU1296
 PU1296.The dynamic height is computed by dividing the NAVD 88
 PU1296.geopotential number by the normal gravity value computed on the
 PU1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1296.degrees latitude (g = 980.6199 gals.).
 PU1296
 PU1296.The modeled gravity was interpolated from observed gravity values.
 PU1296
 PU1296;                    North         East    Units  Estimated Accuracy
 PU1296;SPC SD N     -   133,610.3     361,358.1     MT  (+/- 3 meters HH1 GPS) 
 PU1296
 PU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5549084348(NAD 83)
 PU1296
 PU1296                          SUPERSEDED SURVEY CONTROL
 PU1296
 PU1296  NGVD 29 (??/??/92)  901.893  (m)         2958.96   (f) ADJ UNCH    2 0
 PU1296
 PU1296.Superseded values are not recommended for survey control.
 PU1296
 PU1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1296.See file dsdata.pdf to determine how the superseded data were derived.
 PU1296
 PU1296_MARKER: DR = REFERENCE MARK DISK
 PU1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1296_STAMPING: CHURCH NO 2 1962
 PU1296_MARK LOGO: CGS
 PU1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1296+STABILITY: SURFACE MOTION
 PU1296
 PU1296  HISTORY     - Date     Condition        Report By
 PU1296  HISTORY     - 1962     MONUMENTED       CGS
 PU1296  HISTORY     - 1963     GOOD             CGS
 PU1296
 PU1296                          STATION DESCRIPTION
 PU1296
 PU1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1296'31.1 MI NE FROM NEWELL.
 PU1296'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1296'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1296'ROAD, THENCE 3.5 MILES NORTHEAST ALONG A GRAVELED ROAD, AT A
 PU1296'SMALL CHURCH ON TOP OF A HIGH HILL, 28 FEET SOUTH OF THE
 PU1296'CENTERLINE OF THE ROAD, 61.7 FEET SOUTH AND ACROSS THE ROAD
 PU1296'FROM THE STATION MARK, 1.0 FOOT NORTH OF A FENCE, ABOUT 2 FEET
 PU1296'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1296'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1846 ***********************************************************************
 NM1846  DESIGNATION -  CHURCH SPIRE D
 NM1846  PID         -  NM1846
 NM1846  STATE/COUNTY-  SD/CLAY
 NM1846  COUNTRY     -  US
 NM1846  USGS QUAD   -  VERMILLION SE (2017)
 NM1846
 NM1846                         *CURRENT SURVEY CONTROL
 NM1846  ______________________________________________________________________
 NM1846* NAD 83(1996) POSITION- 42 51 57.04793(N) 096 50 44.32811(W)   ADJUSTED
 NM1846  ______________________________________________________________________
 NM1846  GEOID HEIGHT    -        -25.529 (meters)                     GEOID18
 NM1846  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 NM1846  HORZ ORDER      -  THIRD
 NM1846
 NM1846.The horizontal coordinates were established by classical geodetic methods
 NM1846.and adjusted by the National Geodetic Survey in January 1998.
 NM1846
 NM1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1846.GEOID18 height accuracy estimate available here.
 NM1846
 NM1846.Click photographs - Photos may exist for this station.
 NM1846
 NM1846.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1846
 NM1846. The following values were computed from the NAD 83(1996) position.
 NM1846
 NM1846;                    North         East     Units Scale Factor Converg.
 NM1846;SPC SD S     -    65,141.321   884,921.364   MT  0.99999246   +2 24 21.6
 NM1846;SPC SD S     -   213,717.82  2,903,279.51   sFT  0.99999246   +2 24 21.6
 NM1846;UTM  14      - 4,748,168.757   675,982.484   MT  0.99998102   +1 27 57.4
 NM1846
 NM1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7598248168(NAD 83)
 NM1846
 NM1846                          SUPERSEDED SURVEY CONTROL
 NM1846
 NM1846  NAD 83(1995)-  42 51 57.04823(N)    096 50 44.32762(W) AD(       ) 3
 NM1846  NAD 83(1986)-  42 51 57.05225(N)    096 50 44.31825(W) AD(       ) 3
 NM1846  NAD 27      -  42 51 57.06000(N)    096 50 43.17000(W) AD(       ) 3
 NM1846
 NM1846.Superseded values are not recommended for survey control.
 NM1846
 NM1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1846.See file dsdata.pdf to determine how the superseded data were derived.
 NM1846
 NM1846_MARKER: 90 = CHURCH SPIRE
 NM1846
 NM1846  HISTORY     - Date     Condition        Report By
 NM1846  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1846
 NM1846                          STATION DESCRIPTION
 NM1846
 NM1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1846'POINT OBSERVED UPON WAS TIP OF SPIRE OF CHURCH ABOUT 6 MILES
 NM1846'DISTANT FROM STATION ORR LA PLACE AZIMUTH.
 NM1846'
 NM1846'OBSERVED UPON FROM ORR LA PLACE AZIMUTH AND STEWART.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1843 ***********************************************************************
 NM1843  DESIGNATION -  CHURCH SPIRE E
 NM1843  PID         -  NM1843
 NM1843  STATE/COUNTY-  SD/UNION
 NM1843  COUNTRY     -  US
 NM1843  USGS QUAD   -  ALSEN (2017)
 NM1843
 NM1843                         *CURRENT SURVEY CONTROL
 NM1843  ______________________________________________________________________
 NM1843* NAD 83(1996) POSITION- 42 56 21.25004(N) 096 45 46.01984(W)   ADJUSTED
 NM1843  ______________________________________________________________________
 NM1843  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 NM1843  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 NM1843  HORZ ORDER      -  THIRD
 NM1843
 NM1843.The horizontal coordinates were established by classical geodetic methods
 NM1843.and adjusted by the National Geodetic Survey in January 1998.
 NM1843
 NM1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1843.GEOID18 height accuracy estimate available here.
 NM1843
 NM1843.Click photographs - Photos may exist for this station.
 NM1843
 NM1843.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1843
 NM1843. The following values were computed from the NAD 83(1996) position.
 NM1843
 NM1843;                    North         East     Units Scale Factor Converg.
 NM1843;SPC SD S     -    73,574.198   891,336.264   MT  0.99997661   +2 27 47.3
 NM1843;SPC SD S     -   241,384.68  2,924,325.73   sFT  0.99997661   +2 27 47.3
 NM1843;UTM  14      - 4,756,495.423   682,534.847   MT  1.00000991   +1 31 28.1
 NM1843
 NM1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8253456495(NAD 83)
 NM1843
 NM1843                          SUPERSEDED SURVEY CONTROL
 NM1843
 NM1843  NAD 83(1995)-  42 56 21.25035(N)    096 45 46.01869(W) AD(       ) 3
 NM1843  NAD 83(1986)-  42 56 21.25417(N)    096 45 46.00961(W) AD(       ) 3
 NM1843  NAD 27      -  42 56 21.27200(N)    096 45 44.85700(W) AD(       ) 3
 NM1843
 NM1843.Superseded values are not recommended for survey control.
 NM1843
 NM1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1843.See file dsdata.pdf to determine how the superseded data were derived.
 NM1843
 NM1843_MARKER: 90 = CHURCH SPIRE
 NM1843
 NM1843  HISTORY     - Date     Condition        Report By
 NM1843  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1843
 NM1843                          STATION DESCRIPTION
 NM1843
 NM1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1843'POINT SIGHTED UPON WAS TIP OF SPIRE ON FRAME CHURCH ABOUT 3
 NM1843'MILES DISTANT FROM STATION STEWART.
 NM1843'
 NM1843'OBSERVED UPON FROM STATIONS ORR, ORR LAPLACE AZI., AND STEWART.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0709 ***********************************************************************
 OS0709  DESIGNATION -  CHURCH SPIRE W OF LAKEVIEW
 OS0709  PID         -  OS0709
 OS0709  STATE/COUNTY-  SD/TODD
 OS0709  COUNTRY     -  US
 OS0709  USGS QUAD   -  SAINT FRANCIS SE (2017)
 OS0709
 OS0709                         *CURRENT SURVEY CONTROL
 OS0709  ______________________________________________________________________
 OS0709* NAD 83(1996) POSITION- 43 05 16.47289(N) 100 47 11.98584(W)   ADJUSTED
 OS0709  ______________________________________________________________________
 OS0709  GEOID HEIGHT    -        -21.928 (meters)                     GEOID18
 OS0709  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC18
 OS0709  HORZ ORDER      -  THIRD
 OS0709
 OS0709.The horizontal coordinates were established by classical geodetic methods
 OS0709.and adjusted by the National Geodetic Survey in January 1998.
 OS0709
 OS0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0709.GEOID18 height accuracy estimate available here.
 OS0709
 OS0709.Click photographs - Photos may exist for this station.
 OS0709
 OS0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0709
 OS0709. The following values were computed from the NAD 83(1996) position.
 OS0709
 OS0709;                    North         East     Units Scale Factor Converg.
 OS0709;SPC SD S     -    83,927.589   563,089.873   MT  0.99994945   -0 18 45.8
 OS0709;SPC SD S     -   275,352.43  1,847,404.03   sFT  0.99994945   -0 18 45.8
 OS0709;UTM  14      - 4,772,126.167   354,578.235   MT  0.99986015   -1 13 14.6
 OS0709
 OS0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5457872126(NAD 83)
 OS0709
 OS0709                          SUPERSEDED SURVEY CONTROL
 OS0709
 OS0709  NAD 83(1995)-  43 05 16.47256(N)    100 47 11.98598(W) AD(       ) 3
 OS0709  NAD 83(1986)-  43 05 16.47241(N)    100 47 11.99561(W) AD(       ) 3
 OS0709  NAD 27      -  43 05 16.44500(N)    100 47 10.46200(W) AD(       ) 3
 OS0709
 OS0709.Superseded values are not recommended for survey control.
 OS0709
 OS0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0709.See file dsdata.pdf to determine how the superseded data were derived.
 OS0709
 OS0709_MARKER: 90 = CHURCH SPIRE
 OS0709
 OS0709  HISTORY     - Date     Condition        Report By
 OS0709  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0709
 OS0709                          STATION DESCRIPTION
 OS0709
 OS0709'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0722 ***********************************************************************
 OS0722  DESIGNATION -  CIRCLE
 OS0722  PID         -  OS0722
 OS0722  STATE/COUNTY-  SD/JONES
 OS0722  COUNTRY     -  US
 OS0722  USGS QUAD   -  WESTOVER (2017)
 OS0722
 OS0722                         *CURRENT SURVEY CONTROL
 OS0722  ______________________________________________________________________
 OS0722* NAD 83(1996) POSITION- 43 44 25.91629(N) 100 43 51.32712(W)   ADJUSTED
 OS0722* NAVD 88 ORTHO HEIGHT -   659.    (meters)     2162.    (feet) SCALED
 OS0722  ______________________________________________________________________
 OS0722  GEOID HEIGHT    -        -24.169 (meters)                     GEOID18
 OS0722  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC18
 OS0722  HORZ ORDER      -  FIRST
 OS0722
 OS0722.The horizontal coordinates were established by classical geodetic methods
 OS0722.and adjusted by the National Geodetic Survey in January 1998.
 OS0722
 OS0722.The orthometric height was scaled from a topographic map.
 OS0722
 OS0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0722.GEOID18 height accuracy estimate available here.
 OS0722
 OS0722.Click photographs - Photos may exist for this station.
 OS0722
 OS0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0722
 OS0722. The following values were computed from the NAD 83(1996) position.
 OS0722
 OS0722;                    North         East     Units Scale Factor Converg.
 OS0722;SPC SD S     -   156,404.569   567,975.139   MT  0.99990914   -0 16 27.4
 OS0722;SPC SD S     -   513,137.32  1,863,431.77   sFT  0.99990914   -0 16 27.4
 OS0722;UTM  14      - 4,844,510.847   360,620.377   MT  0.99983895   -1 11 49.0
 OS0722
 OS0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0722!SPC SD S     -   0.99990039  x   0.99990914  =   0.99980954
 OS0722!UTM  14      -   0.99990039  x   0.99983895  =   0.99973936
 OS0722
 OS0722:                Primary Azimuth Mark                     Grid Az
 OS0722:SPC SD S     -  CIRCLE AZ MK                             333 12 44.9
 OS0722:UTM  14      -  CIRCLE AZ MK                             334 08 06.5
 OS0722
 OS0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6062044510(NAD 83)
 OS0722
 OS0722|---------------------------------------------------------------------|
 OS0722| PID    Reference Object                     Distance      Geod. Az  |
 OS0722|                                                           dddmmss.s |
 OS0722| OS0712 MURDO MUNICIPAL TANK                APPROX.16.6 KM 0043857.8 |
 OS0722| CO2876 CIRCLE RM 1                          11.948 METERS 10657     |
 OS0722| CO2877 CIRCLE RM 2                           9.845 METERS 17517     |
 OS0722| CO2875 CIRCLE AZ MK                                       3325617.5 |
 OS0722|---------------------------------------------------------------------|
 OS0722
 OS0722                          SUPERSEDED SURVEY CONTROL
 OS0722
 OS0722  NAD 83(1995)-  43 44 25.91124(N)    100 43 51.33360(W) AD(       ) 1
 OS0722  NAD 83(1986)-  43 44 25.91020(N)    100 43 51.33550(W) AD(       ) 1
 OS0722  NAD 27      -  43 44 25.93700(N)    100 43 49.84500(W) AD(       ) 1
 OS0722
 OS0722.Superseded values are not recommended for survey control.
 OS0722
 OS0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0722.See file dsdata.pdf to determine how the superseded data were derived.
 OS0722
 OS0722_MARKER: DS = TRIANGULATION STATION DISK
 OS0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0722_STAMPING: CIRCLE 1936
 OS0722_MARK LOGO: CGS
 OS0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0722+STABILITY: SURFACE MOTION
 OS0722
 OS0722  HISTORY     - Date     Condition        Report By
 OS0722  HISTORY     - 1936     MONUMENTED       CGS
 OS0722
 OS0722                          STATION DESCRIPTION
 OS0722
 OS0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0722'STATION IS ABOUT 10.7 MILES AIRLINE, SOUTH-SOUTHWEST OF MURDO,
 OS0722'ABOUT 17 MILES AIRLINE, AND 23 MILES BY ROAD NORTH OF TOWN OF WHITE
 OS0722'RIVER, ABOUT 1.0 MILE EAST OF THE WHITE RIVER, AT THE HIGHEST
 OS0722'POINT OF RIDGE IN OPEN PASTURE LAND, 6.8 MILES BY ROAD WESTWARD
 OS0722'OF U.S. HIGHWAY 183.  THE MARK PROJECTS 2 INCHES.
 OS0722'
 OS0722'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE MARK
 OS0722'PROJECTS 3 INCHES.
 OS0722'
 OS0722'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  THE MARK
 OS0722'PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 OS0722'IS 40.58 FEET.
 OS0722'
 OS0722'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 40 FEET
 OS0722'SOUTHWEST OF CENTERLINE OF DIM ROAD.  THE MARK PROJECTS 5
 OS0722'INCHES.
 OS0722'
 OS0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 OS0722'STATE HIGHWAY 40 IN WHITE RIVER, GO NORTH ON U.S. 183 FOR 16.4
 OS0722'MILES TO A T-INTERSECTION AND ROAD LEADING SOUTHWEST (0.1
 OS0722'MILE NORTH OF BRIDGE ACROSS THE WHITE RIVER).  TURN SHARPLY
 OS0722'LEFT (SOUTHWEST) AND FOLLOW WINDING ROAD WESTWARD 2.2 MILES
 OS0722'TO FORKS, TAKE RIGHT FORK (MAIN ROAD) AND GO 3.1 MILES TO DIM
 OS0722'ROAD LEADING NORTH THROUGH FIELD (0.1 MILE EAST OF LONE TREE
 OS0722'ON SOUTH SIDE OF ROAD).  GO NORTH ON DIM ROAD 0.1 MILE TO
 OS0722'GATE, CONTINUE NORTH 1.25 MILES, LEAVE ROAD AND GO 0.5 MILE
 OS0722'NORTHWEST TO HIGHEST POINT OF RIDGE AND STATION.
 OS0722'
 OS0722'SIGNALS SHOWN FROM THE GROUND AT TEXSAM 1933 AND CODY 1933
 OS0722'ARE VISIBLE FROM THE GROUND.
 OS0722'
 OS0722'A SIGNAL 5 FEET ABOVE MURDO IS VISIBLE AT 5 FEET.
 OS0722'
 OS0722'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0722'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7991 ***********************************************************************
 AC7991  CBN         -  This is a Cooperative Base Network Control Station.
 AC7991  DESIGNATION -  CLAIRE
 AC7991  PID         -  AC7991
 AC7991  STATE/COUNTY-  SD/ROBERTS
 AC7991  COUNTRY     -  US
 AC7991  USGS QUAD   -  CLAIRE CITY SW (2017)
 AC7991
 AC7991                         *CURRENT SURVEY CONTROL
 AC7991  ______________________________________________________________________
 AC7991* NAD 83(2011) POSITION- 45 52 26.48861(N) 097 11 10.61509(W)   ADJUSTED
 AC7991* NAD 83(2011) ELLIP HT-   340.914 (meters)        (06/27/12)   ADJUSTED
 AC7991* NAD 83(2011) EPOCH   -  2010.00
 AC7991* NAVD 88 ORTHO HEIGHT -   366.6   (meters)     1203.    (feet) GPS OBS
 AC7991  ______________________________________________________________________
 AC7991  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7991  GEOID HEIGHT    -        -25.553 (meters)                     GEOID96
 AC7991  GEOID HEIGHT    -        -25.680 (meters)                     GEOID18
 AC7991  NAD 83(2011) X  -   -556,503.088 (meters)                     COMP
 AC7991  NAD 83(2011) Y  - -4,413,673.761 (meters)                     COMP
 AC7991  NAD 83(2011) Z  -  4,555,754.459 (meters)                     COMP
 AC7991  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 AC7991
 AC7991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7991  Standards:
 AC7991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7991  -------------------------------------------------------------------
 AC7991  NETWORK    0.96   2.69           0.43   0.34   1.37     -0.12261586
 AC7991  -------------------------------------------------------------------
 AC7991  Click here for local accuracies and other accuracy information.
 AC7991
 AC7991.The horizontal coordinates were established by GPS observations
 AC7991.and adjusted by the National Geodetic Survey in June 2012.
 AC7991
 AC7991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7991.been affixed to the stable North American tectonic plate. See 
 AC7991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7991
 AC7991.The horizontal coordinates are valid at the epoch date displayed above
 AC7991.which is a decimal equivalence of Year/Month/Day.
 AC7991
 AC7991.The orthometric height was determined by GPS observations and a
 AC7991.high-resolution geoid model.
 AC7991
 AC7991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7991.GEOID18 height accuracy estimate available here.
 AC7991
 AC7991.Click photographs - Photos may exist for this station.
 AC7991
 AC7991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7991
 AC7991.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7991
 AC7991.The ellipsoidal height was determined by GPS observations
 AC7991.and is referenced to NAD 83.
 AC7991
 AC7991. The following values were computed from the NAD 83(2011) position.
 AC7991
 AC7991;                    North         East     Units Scale Factor Converg.
 AC7991;SPC SD N     -   230,575.335   818,419.275   MT  1.00004240   +1 59 29.0
 AC7991;SPC SD N     -   756,479.24  2,685,097.24   sFT  1.00004240   +1 59 29.0
 AC7991;UTM  14      - 5,081,650.373   640,758.077   MT  0.99984358   +1 18 07.6
 AC7991
 AC7991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7991!SPC SD N     -   0.99994656  x   1.00004240  =   0.99998896
 AC7991!UTM  14      -   0.99994656  x   0.99984358  =   0.99979015
 AC7991
 AC7991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4075881650(NAD 83)
 AC7991
 AC7991                          SUPERSEDED SURVEY CONTROL
 AC7991
 AC7991  NAD 83(2007)-  45 52 26.48854(N)    097 11 10.61599(W) AD(2002.00) 0
 AC7991  ELLIP H (02/10/07)  340.944  (m)                       GP(2002.00)    
 AC7991  ELLIP H (04/15/04)  340.974  (m)                       GP(       ) 2 1
 AC7991  NAD 83(1996)-  45 52 26.48790(N)    097 11 10.61551(W) AD(       ) B
 AC7991  ELLIP H (04/18/97)  340.977  (m)                       GP(       ) 4 1
 AC7991
 AC7991.Superseded values are not recommended for survey control.
 AC7991
 AC7991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7991.See file dsdata.pdf to determine how the superseded data were derived.
 AC7991
 AC7991_MARKER: Z = SEE DESCRIPTION
 AC7991_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7991_STAMPING: CLAIRE 1995
 AC7991_MARK LOGO: NGS
 AC7991_PROJECTION: FLUSH
 AC7991_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7991+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 AC7991_ROD/PIPE-DEPTH: 6.4 meters
 AC7991_SLEEVE-DEPTH  : 1.8 meters
 AC7991
 AC7991  HISTORY     - Date     Condition        Report By
 AC7991  HISTORY     - 1995     MONUMENTED       SDDT
 AC7991  HISTORY     - 19960930 GOOD             NGS
 AC7991
 AC7991                          STATION DESCRIPTION
 AC7991
 AC7991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7991'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) WEST-NORTHWEST OF CLAIRE,
 AC7991'ON COUNTY ROAD 3.  OWNERSHIP--ROBERTS COUNTY.  TO REACH THE FROM THE
 AC7991'POST OFFICE IN CLAIRE CITY, GO NORTH ON STATE HIGHWAY 106 FOR 0.4 MI
 AC7991'(0.6 KM) TO THE JUNCTION OF STATE HIGHWAY 25, TURN LEFT AND GO WEST ON
 AC7991'STATE HIGHWAY 25 FOR 4.0 MI (6.4 KM) TO THE JUNCTION OF COUNTY ROAD 3,
 AC7991'TURN RIGHT AND GO NORTH ON COUNTY ROAD 3 FOR 0.8 MI (1.3 KM) TO THE
 AC7991'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC7991'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC7991'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 64.0 FT (19.5 M) WEST OF THE
 AC7991'ROAD CENTER, 22.0 FT (6.7 M) WEST OF THE CENTER OF THE SOUTH END OF A
 AC7991'CULVERT UNDER A FIELD ENTRANCE ROAD, 14.0 FT (4.3 M) SOUTH OF THE
 AC7991'CENTER OF THE ROAD, 1.5 FT (0.5 M) EAST OF A WITNESS POST, AND 1.5 FT
 AC7991'(0.5 M) WEST OF METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC7991'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0368 ***********************************************************************
 QQ0368  DESIGNATION -  CLAIRE CITY CATH CH SPIRE
 QQ0368  PID         -  QQ0368
 QQ0368  STATE/COUNTY-  SD/ROBERTS
 QQ0368  COUNTRY     -  US
 QQ0368  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0368
 QQ0368                         *CURRENT SURVEY CONTROL
 QQ0368  ______________________________________________________________________
 QQ0368* NAD 83(1996) POSITION- 45 50 41.12622(N) 097 06 59.92454(W)   ADJUSTED
 QQ0368  ______________________________________________________________________
 QQ0368  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 QQ0368  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 QQ0368  HORZ ORDER      -  THIRD
 QQ0368
 QQ0368.The horizontal coordinates were established by classical geodetic methods
 QQ0368.and adjusted by the National Geodetic Survey in January 1998.
 QQ0368
 QQ0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0368.GEOID18 height accuracy estimate available here.
 QQ0368
 QQ0368.Click photographs - Photos may exist for this station.
 QQ0368
 QQ0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0368
 QQ0368. The following values were computed from the NAD 83(1996) position.
 QQ0368
 QQ0368;                    North         East     Units Scale Factor Converg.
 QQ0368;SPC SD N     -   227,514.452   823,938.481   MT  1.00003516   +2 02 26.4
 QQ0368;SPC SD N     -   746,437.00  2,703,204.83   sFT  1.00003516   +2 02 26.4
 QQ0368;UTM  14      - 5,078,523.902   646,239.047   MT  0.99986292   +1 21 05.3
 QQ0368
 QQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4623978523(NAD 83)
 QQ0368
 QQ0368                          SUPERSEDED SURVEY CONTROL
 QQ0368
 QQ0368  NAD 83(1986)-  45 50 41.12400(N)    097 06 59.91486(W) AD(       ) 3
 QQ0368  NAD 27      -  45 50 41.27000(N)    097 06 58.59000(W) AD(       ) 3
 QQ0368
 QQ0368.Superseded values are not recommended for survey control.
 QQ0368
 QQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0368.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0368
 QQ0368_MARKER: 90 = CHURCH SPIRE
 QQ0368
 QQ0368  HISTORY     - Date     Condition        Report By
 QQ0368  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0368
 QQ0368                          STATION DESCRIPTION
 QQ0368
 QQ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0368'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE CATHOLIC CHURCH
 QQ0368'ON N END OF MAIN STREET.  WOODEN STRUCTURE WITH SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0612 ***********************************************************************
 PR0612  DESIGNATION -  CLARK
 PR0612  PID         -  PR0612
 PR0612  STATE/COUNTY-  SD/CLARK
 PR0612  COUNTRY     -  US
 PR0612  USGS QUAD   -  CLARK NORTH (2017)
 PR0612
 PR0612                         *CURRENT SURVEY CONTROL
 PR0612  ______________________________________________________________________
 PR0612* NAD 83(1986) POSITION- 44 52 38.9    (N) 097 43 58.8    (W)   HD_HELD2
 PR0612* NAVD 88 ORTHO HEIGHT -   547.361 (meters)     1795.80  (feet) ADJUSTED
 PR0612  ______________________________________________________________________
 PR0612  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 PR0612  DYNAMIC HEIGHT  -        547.281 (meters)     1795.54  (feet) COMP
 PR0612  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 PR0612
 PR0612  VERT ORDER      -  FIRST     CLASS II
 PR0612
 PR0612.The horizontal coordinates were established by autonomous hand held GPS
 PR0612.observations and have an estimated accuracy of +/- 10 meters.
 PR0612
 PR0612.The orthometric height was determined by differential leveling and
 PR0612.adjusted by the NATIONAL GEODETIC SURVEY
 PR0612.in July 1998.
 PR0612
 PR0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0612.GEOID18 height accuracy estimate available here.
 PR0612
 PR0612.Click photographs - Photos may exist for this station.
 PR0612
 PR0612.The dynamic height is computed by dividing the NAVD 88
 PR0612.geopotential number by the normal gravity value computed on the
 PR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0612.degrees latitude (g = 980.6199 gals.).
 PR0612
 PR0612.The modeled gravity was interpolated from observed gravity values.
 PR0612
 PR0612;                    North         East    Units  Estimated Accuracy
 PR0612;SPC SD N     -   118,535.      779,093.      MT  (+/- 10 meters HH2 GPS)
 PR0612
 PR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0007170120(NAD 83)
 PR0612
 PR0612                          SUPERSEDED SURVEY CONTROL
 PR0612
 PR0612  NAVD 88 (06/15/91)  547.365  (m)         1795.81   (f) SUPERSEDED  1 2
 PR0612  NGVD 29 (??/??/92)  547.050  (m)         1794.78   (f) ADJ UNCH    1 2
 PR0612
 PR0612.Superseded values are not recommended for survey control.
 PR0612
 PR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0612.See file dsdata.pdf to determine how the superseded data were derived.
 PR0612
 PR0612_MARKER: DB = BENCH MARK DISK
 PR0612_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0612+WITH SETTING: PAVEMENT
 PR0612_SP_SET: FOOTING
 PR0612_STAMPING: CLARK 1934
 PR0612_MARK LOGO: CGS
 PR0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0612+STABILITY: SURFACE MOTION
 PR0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0612+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0612
 PR0612  HISTORY     - Date     Condition        Report By
 PR0612  HISTORY     - 1934     MONUMENTED       CGS
 PR0612  HISTORY     - 1980     GOOD             NGS
 PR0612  HISTORY     - 19950913 GOOD             NGS
 PR0612  HISTORY     - 19961011 GOOD             CHANCE
 PR0612
 PR0612                          STATION DESCRIPTION
 PR0612
 PR0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0612'AT CLARK.
 PR0612'AT CLARK, CLARK COUNTY, IN THE TRIANGULAR PLOT AT THE SOUTHEAST
 PR0612'CORNER OF COMMERCIAL AND FIRST STREETS, AND IN THE TOP OF THE
 PR0612'NORTH SIDE OF THE CONCRETE FLAGPOLE BASE.  A STANDARD DISK,
 PR0612'STAMPED CLARK 1934.
 PR0612
 PR0612                          STATION RECOVERY (1980)
 PR0612
 PR0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PR0612'RECOVERED IN GOOD CONDITION.
 PR0612
 PR0612                          STATION RECOVERY (1995)
 PR0612
 PR0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0612'IN CLARK, AT THE INTERSECTION OF COMMERCIAL STREET AND U.S. HIGHWAY
 PR0612'212 (1ST AVENUE), IN A THE CONCRETE FOOTING FOR A FLAG POLE, 339.0 M
 PR0612'(1112.2 FT) WEST OF MILEPOST 346, 23.6 M (77.4 FT) EAST OF THE STREET
 PR0612'CENTER, 18.2 M (59.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0
 PR0612'FT) WEST OF THE EAST END OF THE FOOTING, 0.3 M (1.0 FT) SOUTH OF THE
 PR0612'NORTH END OF THE FOOTING, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PR0612'HIGHWAY.
 PR0612
 PR0612                          STATION RECOVERY (1996)
 PR0612
 PR0612'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0612'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0929 ***********************************************************************
 OR0929  DESIGNATION -  CLARK
 OR0929  PID         -  OR0929
 OR0929  STATE/COUNTY-  SD/LYMAN
 OR0929  COUNTRY     -  US
 OR0929  USGS QUAD   -  RELIANCE SE (2017)
 OR0929
 OR0929                         *CURRENT SURVEY CONTROL
 OR0929  ______________________________________________________________________
 OR0929* NAD 83(1996) POSITION- 43 47 27.64011(N) 099 32 02.86396(W)   ADJUSTED
 OR0929* NAVD 88 ORTHO HEIGHT -   555.8   (meters)     1823.    (feet) VERTCON3
 OR0929  ______________________________________________________________________
 OR0929  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 OR0929  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 OR0929  HORZ ORDER      -  FIRST
 OR0929
 OR0929.The horizontal coordinates were established by classical geodetic methods
 OR0929.and adjusted by the National Geodetic Survey in January 1998.
 OR0929
 OR0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0929
 OR0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0929.GEOID18 height accuracy estimate available here.
 OR0929
 OR0929.Click photographs - Photos may exist for this station.
 OR0929
 OR0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0929
 OR0929. The following values were computed from the NAD 83(1996) position.
 OR0929
 OR0929;                    North         East     Units Scale Factor Converg.
 OR0929;SPC SD S     -   162,245.459   664,319.030   MT  0.99991140   +0 33 04.8
 OR0929;SPC SD S     -   532,300.31  2,179,520.02   sFT  0.99991140   +0 33 04.8
 OR0929;UTM  14      - 4,848,799.954   457,026.636   MT  0.99962271   -0 22 10.7
 OR0929
 OR0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0929!SPC SD S     -   0.99991688  x   0.99991140  =   0.99982829
 OR0929!UTM  14      -   0.99991688  x   0.99962271  =   0.99953963
 OR0929
 OR0929:                Primary Azimuth Mark                     Grid Az
 OR0929:SPC SD S     -  WIESNER                                  275 14 28.3
 OR0929:UTM  14      -  WIESNER                                  276 09 43.8
 OR0929
 OR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5702648799(NAD 83)
 OR0929
 OR0929|---------------------------------------------------------------------|
 OR0929| PID    Reference Object                     Distance      Geod. Az  |
 OR0929|                                                           dddmmss.s |
 OR0929| OR0948 WIESNER                             APPROX.25.6 KM 2754733.1 |
 OR0929| CO2878 CLARK RM                            209.597 METERS 35908     |
 OR0929|---------------------------------------------------------------------|
 OR0929
 OR0929                          SUPERSEDED SURVEY CONTROL
 OR0929
 OR0929  NAD 83(1986)-  43 47 27.63915(N)    099 32 02.86963(W) AD(       ) 1
 OR0929  NAD 27      -  43 47 27.66800(N)    099 32 01.49500(W) AD(       ) 1
 OR0929  NGVD 29 (07/19/86)  555.4    (m)         1822.     (f) VERT ANG       
 OR0929
 OR0929.Superseded values are not recommended for survey control.
 OR0929
 OR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0929.See file dsdata.pdf to determine how the superseded data were derived.
 OR0929
 OR0929_MARKER: DS = TRIANGULATION STATION DISK
 OR0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0929_STAMPING: CLARK 1924
 OR0929_MARK LOGO: CGS
 OR0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0929+STABILITY: SURFACE MOTION
 OR0929
 OR0929  HISTORY     - Date     Condition        Report By
 OR0929  HISTORY     - 1924     MONUMENTED       CGS
 OR0929  HISTORY     - 1935     GOOD             CGS
 OR0929
 OR0929                          STATION DESCRIPTION
 OR0929
 OR0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0929'STATION IS LOCATED ABOUT 12 MILES W AND 2 MILES S OF CHAMBERLAIN,
 OR0929'6 MILES S AND 2-1/2 MILES E OF RELIANCE, 1 MILE S OF STATE
 OR0929'HIGHWAY 40, 1 MILE S AND 1/2 MILE W OF THE EAST COPAL SCHOOLHOUSE.
 OR0929'IT IS IN THE SE 1/4 OF SEC. 23, T 104 N, R 73 W.  IT IS ABOUT
 OR0929'9 FEET E OF THE QUARTER-LINE FENCE AND 210 METERS (689 FEET)
 OR0929'S OF THE N LINE OF THE SECTION.  ON THE W SIDE OF A PASTURE,
 OR0929'ON THE HIGHEST PART OF A RIDGE ON LAND OWNED BY N.J. LAUTERMAN
 OR0929'AND OCCUPIED BY H.D. CLARK.  LAND IS KNOWN AS THE CLARK PLACE.
 OR0929'
 OR0929'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0929'DISKS SET IN CONCRETE AS DESCRIBED.
 OR0929'
 OR0929'TO REACH THE STATION FROM CHAMBERLAIN CROSS THE RIVER ON
 OR0929'FERRY AND FOLLOW STATE HIGHWAY 40 TO THE COPAL SCHOOL (ONLY
 OR0929'SCHOOL ALONG ROAD) THEN S 1 MILE TO THE CLARK PLACE AND 1/2
 OR0929'MILE W THROUGH THE PASTURE TO THE STATION.  THE REFERENCE
 OR0929'MARK IS 210 METERS N OF THE STATION.
 OR0929'
 OR0929'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.37 METERS.
 OR0929
 OR0929                          STATION RECOVERY (1935)
 OR0929
 OR0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0929'STATION AT EDGE OF BLUFF OVERLOOKING WHITE RIVER, ABOUT 1/2
 OR0929'MILE W OF MIKE HOFFERS FARMHOUSE, ABOUT 700 FEET S OF E AND
 OR0929'W FENCE LINE (1/16 SECTION LINE), AND ABOUT 10 FEET E OF 1/4
 OR0929'SECTION-LINE FENCE.
 OR0929'
 OR0929'REFERENCE MARK IS AT FENCE CORNER ABOUT 687 FEET N OF STATION.
 OR0929'THE STAMPED LETTERS AND FIGURES HAVE BEEN OBLITERATED BY
 OR0929'HAMMERING.
 OR0929'
 OR0929'TO REACH STATION FROM RELIANCE, GO 9 MILES SE ON U.S. HIGHWAY
 OR0929'16 TO A SCHOOLHOUSE, S ABOUT 3/4 MILE TO MIKE HOFFERS PLACE,
 OR0929'W 1/2 MILE TO GATE IN E AND W FENCE, AND S TO STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI1404 ***********************************************************************
 AI1404  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1404  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI1404  DESIGNATION -  CLARK 1 CORS ARP
 AI1404  CORS_ID     -  CLK1
 AI1404  PID         -  AI1404
 AI1404  STATE/COUNTY-  SD/CLARK
 AI1404  COUNTRY     -  US
 AI1404  USGS QUAD   -  RAYMOND (2017)
 AI1404
 AI1404                         *CURRENT SURVEY CONTROL
 AI1404  ______________________________________________________________________
 AI1404* NAD 83(2011) POSITION- 44 56 08.20754(N) 097 57 38.43546(W)   ADJUSTED
 AI1404* NAD 83(2011) ELLIP HT-   415.976 (meters)        (04/??/25)   ADJUSTED
 AI1404* NAD 83(2011) EPOCH   -  2010.00
 AI1404* NAVD 88 ORTHO HEIGHT -   440.50  (meters)     1445.2   (feet) GPS OBS
 AI1404  ______________________________________________________________________
 AI1404  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI1404  GEOID HEIGHT    -        -24.438 (meters)                     GEOID99
 AI1404  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 AI1404  NAD 83(2011) X  -   -626,397.737 (meters)                     COMP
 AI1404  NAD 83(2011) Y  - -4,479,356.126 (meters)                     COMP
 AI1404  NAD 83(2011) Z  -  4,482,579.759 (meters)                     COMP
 AI1404
 AI1404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1404  Standards:
 AI1404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1404  -------------------------------------------------------------------
 AI1404  NETWORK    0.43   0.45           0.11   0.21   0.23      0.28037900
 AI1404  -------------------------------------------------------------------
 AI1404
 AI1404.The coordinates were established by GPS observations
 AI1404.and adjusted by the National Geodetic Survey in April 2025.
 AI1404
 AI1404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1404.been affixed to the stable North American Tectonic Plate. 
 AI1404
 AI1404.The coordinates are valid at the epoch date displayed above
 AI1404.which is a decimal equivalence of Year/Month/Day.
 AI1404
 AI1404.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AI1404.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AI1404.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AI1404.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AI1404.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AI1404.published epoch of 2010.00.
 AI1404
 AI1404.Additional information on MYCS is available at:
 AI1404.https://geodesy.noaa.gov/CORS/index.shtml
 AI1404
 AI1404.The orthometric height was determined by GPS observations and a
 AI1404.high-resolution geoid model using precise GPS observation and
 AI1404.processing techniques.
 AI1404
 AI1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1404.GEOID18 height accuracy estimate available here.
 AI1404
 AI1404.The PID for the CORS L1 Phase Center is AJ7966.
 AI1404
 AI1404.Click photographs - Photos may exist for this station.
 AI1404
 AI1404.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI1404
 AI1404.The ellipsoidal height was determined by GPS observations
 AI1404.and is referenced to NAD 83.
 AI1404
 AI1404. The following values were computed from the NAD 83(2011) position.
 AI1404
 AI1404;                    North         East     Units Scale Factor Converg.
 AI1404;SPC SD N     -   124,514.981   760,947.689   MT  0.99994114   +1 26 35.9
 AI1404;SPC SD N     -   408,512.90  2,496,542.54   sFT  0.99994114   +1 26 35.9
 AI1404;UTM  14      - 4,976,323.254   582,006.297   MT  0.99968269   +0 44 02.9
 AI1404
 AI1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1404!SPC SD N     -   0.99993478  x   0.99994114  =   0.99987593
 AI1404!UTM  14      -   0.99993478  x   0.99968269  =   0.99961749
 AI1404
 AI1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8200676323(NAD 83)
 AI1404
 AI1404                          SUPERSEDED SURVEY CONTROL
 AI1404
 AI1404  NAD 83(2011)-  44 56 08.20755(N)    097 57 38.43564(W) AD(2010.00) c
 AI1404  ELLIP H (06/??/19)  415.978  (m)                       GP(2010.00) c c
 AI1404  NAD 83(2011)-  44 56 08.20818(N)    097 57 38.43614(W) AD(2010.00) c
 AI1404  NAD 83(2011)-  44 56 08.20763(N)    097 57 38.43538(W) AD(2010.00) c
 AI1404  ELLIP H (08/??/11)  415.975  (m)                       GP(2010.00) c c
 AI1404  NAD 83(CORS)-  44 56 08.20828(N)    097 57 38.43730(W) AD(2002.00) c
 AI1404  ELLIP H (08/??/07)  415.957  (m)                       GP(2002.00) c c
 AI1404  NAD 83(2007)-  44 56 08.20835(N)    097 57 38.43729(W) AD(2002.00) c
 AI1404  NAD 83(CORS)-  44 56 08.20835(N)    097 57 38.43729(W) AD(2002.00) c
 AI1404  ELLIP H (03/??/02)  415.993  (m)                       GP(2002.00) c c
 AI1404  NAD 83(CORS)-  44 56 08.20783(N)    097 57 38.43765(W) AD(1997.00) c
 AI1404  ELLIP H (08/??/99)  415.984  (m)                       GP(1997.00) c c
 AI1404
 AI1404.Superseded values are not recommended for survey control.
 AI1404
 AI1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1404.See file dsdata.pdf to determine how the superseded data were derived.
 AI1404
 AI1404_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI1404
 AI1404                          STATION DESCRIPTION
 AI1404
 AI1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AI1404'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AI1404'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AI1404'AND LOG FILES ACCESSIBLE AT:
 AI1404'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DK4197 ***********************************************************************
 DK4197  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4197  DESIGNATION -  CLARK 5 CORS ARP
 DK4197  CORS_ID     -  CLK5
 DK4197  PID         -  DK4197
 DK4197  STATE/COUNTY-  SD/CLARK
 DK4197  COUNTRY     -  US
 DK4197  USGS QUAD   -  RAYMOND (2017)
 DK4197
 DK4197                         *CURRENT SURVEY CONTROL
 DK4197  ______________________________________________________________________
 DK4197* NAD 83(2011) POSITION- 44 56 08.20743(N) 097 57 38.43550(W)   ADJUSTED
 DK4197* NAD 83(2011) ELLIP HT-   416.134 (meters)        (04/??/25)   ADJUSTED
 DK4197* NAD 83(2011) EPOCH   -  2010.00
 DK4197  ______________________________________________________________________
 DK4197  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 DK4197  NAD 83(2011) X  -   -626,397.754 (meters)                     COMP
 DK4197  NAD 83(2011) Y  - -4,479,356.239 (meters)                     COMP
 DK4197  NAD 83(2011) Z  -  4,482,579.868 (meters)                     COMP
 DK4197
 DK4197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4197  Standards:
 DK4197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4197  -------------------------------------------------------------------
 DK4197  NETWORK    0.23   0.49           0.11   0.04   0.25     -0.55964500
 DK4197  -------------------------------------------------------------------
 DK4197
 DK4197.The coordinates were established by GPS observations
 DK4197.and adjusted by the National Geodetic Survey in April 2025.
 DK4197
 DK4197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4197.been affixed to the stable North American Tectonic Plate. 
 DK4197
 DK4197.The coordinates are valid at the epoch date displayed above
 DK4197.which is a decimal equivalence of Year/Month/Day.
 DK4197
 DK4197.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK4197.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK4197.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK4197.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK4197.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK4197.published epoch of 2010.00.
 DK4197
 DK4197.Additional information on MYCS is available at:
 DK4197.https://geodesy.noaa.gov/CORS/index.shtml
 DK4197
 DK4197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4197.GEOID18 height accuracy estimate available here.
 DK4197
 DK4197.The PID for the CORS L1 Phase Center is DK4198.
 DK4197
 DK4197.Click photographs - Photos may exist for this station.
 DK4197
 DK4197.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4197
 DK4197.The ellipsoidal height was determined by GPS observations
 DK4197.and is referenced to NAD 83.
 DK4197
 DK4197. The following values were computed from the NAD 83(2011) position.
 DK4197
 DK4197;                    North         East     Units Scale Factor Converg.
 DK4197;SPC SD N     -   124,514.978   760,947.689   MT  0.99994114   +1 26 35.9
 DK4197;SPC SD N     -   408,512.89  2,496,542.54   sFT  0.99994114   +1 26 35.9
 DK4197;UTM  14      - 4,976,323.251   582,006.296   MT  0.99968269   +0 44 02.9
 DK4197
 DK4197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4197!SPC SD N     -   0.99993476  x   0.99994114  =   0.99987590
 DK4197!UTM  14      -   0.99993476  x   0.99968269  =   0.99961747
 DK4197
 DK4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8200676323(NAD 83)
 DK4197
 DK4197                          SUPERSEDED SURVEY CONTROL
 DK4197
 DK4197  NAD 83(2011)-  44 56 08.20778(N)    097 57 38.43552(W) AD(2010.00) c
 DK4197  ELLIP H (06/??/19)  416.133  (m)                       GP(2010.00) c c
 DK4197  NAD 83(2011)-  44 56 08.20803(N)    097 57 38.43556(W) AD(2010.00) c
 DK4197  NAD 83(2011)-  44 56 08.20801(N)    097 57 38.43553(W) AD(2010.00) c
 DK4197  ELLIP H (08/??/11)  416.140  (m)                       GP(2010.00) c c
 DK4197  NAD 83(CORS)-  44 56 08.20849(N)    097 57 38.43727(W) AD(2002.00) c
 DK4197  ELLIP H (10/??/08)  416.124  (m)                       GP(2002.00) c c
 DK4197  NAD 83(CORS)-  44 56 08.20816(N)    097 57 38.43741(W) AD(2002.00) c
 DK4197  ELLIP H (06/??/08)  416.039  (m)                       GP(2002.00) c c
 DK4197
 DK4197.Superseded values are not recommended for survey control.
 DK4197
 DK4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4197.See file dsdata.pdf to determine how the superseded data were derived.
 DK4197
 DK4197_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK4197
 DK4197                          STATION DESCRIPTION
 DK4197
 DK4197'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK4197'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK4197'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK4197'AND LOG FILES ACCESSIBLE AT:
 DK4197'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DP3830 ***********************************************************************
 DP3830  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP3830  DESIGNATION -  CLARK 6 CORS ARP
 DP3830  CORS_ID     -  CLK6
 DP3830  PID         -  DP3830
 DP3830  STATE/COUNTY-  SD/CLARK
 DP3830  COUNTRY     -  US
 DP3830  USGS QUAD   -  RAYMOND (2017)
 DP3830
 DP3830                         *CURRENT SURVEY CONTROL
 DP3830  ______________________________________________________________________
 DP3830* NAD 83(2011) POSITION- 44 56 07.32425(N) 097 57 38.47428(W)   ADJUSTED
 DP3830* NAD 83(2011) ELLIP HT-   416.167 (meters)        (04/??/25)   ADJUSTED
 DP3830* NAD 83(2011) EPOCH   -  2010.00
 DP3830  ______________________________________________________________________
 DP3830  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 DP3830  NAD 83(2011) X  -   -626,401.267 (meters)                     COMP
 DP3830  NAD 83(2011) Y  - -4,479,375.217 (meters)                     COMP
 DP3830  NAD 83(2011) Z  -  4,482,560.590 (meters)                     COMP
 DP3830
 DP3830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP3830  Standards:
 DP3830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP3830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP3830  -------------------------------------------------------------------
 DP3830  NETWORK    0.13   0.13           0.02   0.06   0.07      0.23827000
 DP3830  -------------------------------------------------------------------
 DP3830
 DP3830.The coordinates were established by GPS observations
 DP3830.and adjusted by the National Geodetic Survey in April 2025.
 DP3830
 DP3830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP3830.been affixed to the stable North American Tectonic Plate. 
 DP3830
 DP3830.The coordinates are valid at the epoch date displayed above
 DP3830.which is a decimal equivalence of Year/Month/Day.
 DP3830
 DP3830.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP3830.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP3830.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP3830.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP3830.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP3830.published epoch of 2010.00.
 DP3830
 DP3830.Additional information on MYCS is available at:
 DP3830.https://geodesy.noaa.gov/CORS/index.shtml
 DP3830
 DP3830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3830.GEOID18 height accuracy estimate available here.
 DP3830
 DP3830.The PID for the CORS L1 Phase Center is DP3831.
 DP3830
 DP3830.Click photographs - Photos may exist for this station.
 DP3830
 DP3830.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP3830
 DP3830.The ellipsoidal height was determined by GPS observations
 DP3830.and is referenced to NAD 83.
 DP3830
 DP3830. The following values were computed from the NAD 83(2011) position.
 DP3830
 DP3830;                    North         East     Units Scale Factor Converg.
 DP3830;SPC SD N     -   124,487.704   760,947.525   MT  0.99994115   +1 26 35.9
 DP3830;SPC SD N     -   408,423.41  2,496,542.00   sFT  0.99994115   +1 26 35.9
 DP3830;UTM  14      - 4,976,295.988   582,005.795   MT  0.99968269   +0 44 02.8
 DP3830
 DP3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP3830!SPC SD N     -   0.99993475  x   0.99994115  =   0.99987591
 DP3830!UTM  14      -   0.99993475  x   0.99968269  =   0.99961747
 DP3830
 DP3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8200576295(NAD 83)
 DP3830
 DP3830                          SUPERSEDED SURVEY CONTROL
 DP3830
 DP3830  NAD 83(2011)-  44 56 07.32424(N)    097 57 38.47419(W) AD(2010.00) c
 DP3830  ELLIP H (06/??/19)  416.165  (m)                       GP(2010.00) c c
 DP3830  NAD 83(2011)-  44 56 07.32443(N)    097 57 38.47472(W) AD(2010.00) c
 DP3830  ELLIP H (06/??/14)  416.166  (m)                       GP(2010.00) c c
 DP3830
 DP3830.Superseded values are not recommended for survey control.
 DP3830
 DP3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP3830.See file dsdata.pdf to determine how the superseded data were derived.
 DP3830
 DP3830_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP3830
 DP3830                          STATION DESCRIPTION
 DP3830
 DP3830'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP3830'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP3830'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP3830'AND LOG FILES ACCESSIBLE AT:
 DP3830'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2986 ***********************************************************************
 AI2986  DESIGNATION -  CLARK A
 AI2986  PID         -  AI2986
 AI2986  STATE/COUNTY-  SD/CLARK
 AI2986  COUNTRY     -  US
 AI2986  USGS QUAD   -  RAYMOND (2017)
 AI2986
 AI2986                         *CURRENT SURVEY CONTROL
 AI2986  ______________________________________________________________________
 AI2986* NAD 83(2011) POSITION- 44 56 08.25957(N) 097 57 45.70796(W)   ADJUSTED
 AI2986* NAD 83(2011) ELLIP HT-   412.639 (meters)        (06/27/12)   ADJUSTED
 AI2986* NAD 83(2011) EPOCH   -  2010.00
 AI2986* NAVD 88 ORTHO HEIGHT -   437.171 (meters)     1434.29  (feet) ADJUSTED
 AI2986  ______________________________________________________________________
 AI2986  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 AI2986  NAD 83(2011) X  -   -626,555.186 (meters)                     COMP
 AI2986  NAD 83(2011) Y  - -4,479,330.575 (meters)                     COMP
 AI2986  NAD 83(2011) Z  -  4,482,578.539 (meters)                     COMP
 AI2986  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 AI2986  DYNAMIC HEIGHT  -        437.122 (meters)     1434.12  (feet) COMP
 AI2986  MODELED GRAVITY -    980,489.6   (mgal)                       NAVD 88
 AI2986
 AI2986  VERT ORDER      -  FIRST     CLASS II
 AI2986
 AI2986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2986  Standards:
 AI2986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2986  -------------------------------------------------------------------
 AI2986  NETWORK    0.30   0.33           0.14   0.09   0.17     -0.02067826
 AI2986  -------------------------------------------------------------------
 AI2986  Click here for local accuracies and other accuracy information.
 AI2986
 AI2986.The horizontal coordinates were established by GPS observations
 AI2986.and adjusted by the National Geodetic Survey in June 2012.
 AI2986
 AI2986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2986.been affixed to the stable North American tectonic plate. See 
 AI2986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2986
 AI2986.The horizontal coordinates are valid at the epoch date displayed above
 AI2986.which is a decimal equivalence of Year/Month/Day.
 AI2986
 AI2986.The orthometric height was determined by differential leveling and
 AI2986.adjusted by the NATIONAL GEODETIC SURVEY
 AI2986.in July 2002.
 AI2986
 AI2986.No vertical observational check was made to the station.
 AI2986
 AI2986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2986.GEOID18 height accuracy estimate available here.
 AI2986
 AI2986.Click photographs - Photos may exist for this station.
 AI2986
 AI2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2986
 AI2986.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2986
 AI2986.The ellipsoidal height was determined by GPS observations
 AI2986.and is referenced to NAD 83.
 AI2986
 AI2986.The dynamic height is computed by dividing the NAVD 88
 AI2986.geopotential number by the normal gravity value computed on the
 AI2986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2986.degrees latitude (g = 980.6199 gals.).
 AI2986
 AI2986.The modeled gravity was interpolated from observed gravity values.
 AI2986
 AI2986. The following values were computed from the NAD 83(2011) position.
 AI2986
 AI2986;                    North         East     Units Scale Factor Converg.
 AI2986;SPC SD N     -   124,512.573   760,788.249   MT  0.99994114   +1 26 30.8
 AI2986;SPC SD N     -   408,505.00  2,496,019.45   sFT  0.99994114   +1 26 30.8
 AI2986;UTM  14      - 4,976,322.819   581,846.880   MT  0.99968237   +0 43 57.7
 AI2986
 AI2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2986!SPC SD N     -   0.99993531  x   0.99994114  =   0.99987645
 AI2986!UTM  14      -   0.99993531  x   0.99968237  =   0.99961770
 AI2986
 AI2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8184676322(NAD 83)
 AI2986
 AI2986|---------------------------------------------------------------------|
 AI2986| PID    Reference Object                     Distance      Geod. Az  |
 AI2986|                                                           dddmmss.s |
 AI2986| AI1404 CLARK 1 CORS ARP                    159.453 METERS 09034     |
 AI2986|---------------------------------------------------------------------|
 AI2986
 AI2986                          SUPERSEDED SURVEY CONTROL
 AI2986
 AI2986  NAD 83(2007)-  44 56 08.25974(N)    097 57 45.70911(W) AD(2002.00) 0
 AI2986  ELLIP H (02/10/07)  412.665  (m)                       GP(2002.00)    
 AI2986  ELLIP H (04/05/04)  412.665  (m)                       GP(       ) 2 2
 AI2986  NAD 83(1996)-  44 56 08.25922(N)    097 57 45.70935(W) AD(       ) B
 AI2986  ELLIP H (05/12/00)  412.661  (m)                       GP(       ) 4 1
 AI2986  NAVD 88             437.17   (m)         1434.3    (f) LEVELING    3  
 AI2986
 AI2986.Superseded values are not recommended for survey control.
 AI2986
 AI2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2986.See file dsdata.pdf to determine how the superseded data were derived.
 AI2986
 AI2986_MARKER: F = FLANGE-ENCASED ROD
 AI2986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2986_STAMPING: CLARK A 1999
 AI2986_MARK LOGO: NGS
 AI2986_PROJECTION: FLUSH
 AI2986_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2986+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2986_ROD/PIPE-DEPTH: 6.7 meters
 AI2986_SLEEVE-DEPTH  : 0.9 meters
 AI2986
 AI2986  HISTORY     - Date     Condition        Report By
 AI2986  HISTORY     - 1999     MONUMENTED       NGS
 AI2986
 AI2986                          STATION DESCRIPTION
 AI2986
 AI2986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2986'0.3 KM (0.20 MI) WESTERLY ALONG RANNEY AVENUE FROM THE POST OFFICE IN
 AI2986'RAYMOND, THENCE 2.7 KM (1.65 MI) NORTHERLY ALONG COUNTY ROAD 1, THENCE
 AI2986'1.6 KM (1.00 MI) WESTERLY ALONG A GRAVELED ROAD, 15.0 M (49.2 FT)
 AI2986'SOUTH OF THE ROAD CENTER, 11.1 M (36.4 FT) EAST OF THE CENTER OF A
 AI2986'TRACK ROAD, 6.5 M (21.3 FT) SOUTH OF A UTILITY POLE, 0.9 M (3.0 FT)
 AI2986'WEST OF THE MOST SOUTHERLY OF 2 GUY CABLE ANCHORS, 0.5 M (1.6 FT)
 AI2986'ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AI2986'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2986'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2986'THE MONUMENT IS ON U.S.  GOVERNMENT PROPERTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2987 ***********************************************************************
 AI2987  DESIGNATION -  CLARK B
 AI2987  PID         -  AI2987
 AI2987  STATE/COUNTY-  SD/CLARK
 AI2987  COUNTRY     -  US
 AI2987  USGS QUAD   -  RAYMOND (2017)
 AI2987
 AI2987                         *CURRENT SURVEY CONTROL
 AI2987  ______________________________________________________________________
 AI2987* NAD 83(2011) POSITION- 44 56 08.28284(N) 097 57 09.14025(W)   ADJUSTED
 AI2987* NAD 83(2011) ELLIP HT-   415.012 (meters)        (06/27/12)   ADJUSTED
 AI2987* NAD 83(2011) EPOCH   -  2010.00
 AI2987* NAVD 88 ORTHO HEIGHT -   439.538 (meters)     1442.05  (feet) ADJUSTED
 AI2987  ______________________________________________________________________
 AI2987  GEOID HEIGHT    -        -24.526 (meters)                     GEOID18
 AI2987  NAD 83(2011) X  -   -625,761.219 (meters)                     COMP
 AI2987  NAD 83(2011) Y  - -4,479,442.745 (meters)                     COMP
 AI2987  NAD 83(2011) Z  -  4,482,580.724 (meters)                     COMP
 AI2987  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 AI2987  DYNAMIC HEIGHT  -        439.488 (meters)     1441.89  (feet) COMP
 AI2987  MODELED GRAVITY -    980,488.8   (mgal)                       NAVD 88
 AI2987
 AI2987  VERT ORDER      -  FIRST     CLASS II
 AI2987
 AI2987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2987  Standards:
 AI2987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2987  -------------------------------------------------------------------
 AI2987  NETWORK    0.28   0.33           0.13   0.09   0.17      0.04521591
 AI2987  -------------------------------------------------------------------
 AI2987  Click here for local accuracies and other accuracy information.
 AI2987
 AI2987.The horizontal coordinates were established by GPS observations
 AI2987.and adjusted by the National Geodetic Survey in June 2012.
 AI2987
 AI2987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2987.been affixed to the stable North American tectonic plate. See 
 AI2987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2987
 AI2987.The horizontal coordinates are valid at the epoch date displayed above
 AI2987.which is a decimal equivalence of Year/Month/Day.
 AI2987
 AI2987.The orthometric height was determined by differential leveling and
 AI2987.adjusted by the NATIONAL GEODETIC SURVEY
 AI2987.in July 2002.
 AI2987
 AI2987.No vertical observational check was made to the station.
 AI2987
 AI2987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2987.GEOID18 height accuracy estimate available here.
 AI2987
 AI2987.Click photographs - Photos may exist for this station.
 AI2987
 AI2987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2987
 AI2987.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2987
 AI2987.The ellipsoidal height was determined by GPS observations
 AI2987.and is referenced to NAD 83.
 AI2987
 AI2987.The dynamic height is computed by dividing the NAVD 88
 AI2987.geopotential number by the normal gravity value computed on the
 AI2987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2987.degrees latitude (g = 980.6199 gals.).
 AI2987
 AI2987.The modeled gravity was interpolated from observed gravity values.
 AI2987
 AI2987. The following values were computed from the NAD 83(2011) position.
 AI2987
 AI2987;                    North         East     Units Scale Factor Converg.
 AI2987;SPC SD N     -   124,533.516   761,589.727   MT  0.99994114   +1 26 56.6
 AI2987;SPC SD N     -   408,573.71  2,498,648.96   sFT  0.99994114   +1 26 56.6
 AI2987;UTM  14      - 4,976,333.838   582,648.349   MT  0.99968399   +0 44 23.6
 AI2987
 AI2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2987!SPC SD N     -   0.99993494  x   0.99994114  =   0.99987608
 AI2987!UTM  14      -   0.99993494  x   0.99968399  =   0.99961895
 AI2987
 AI2987:                Primary Azimuth Mark                     Grid Az
 AI2987:SPC SD N     -  CLARK 1 CORS ARP                         268 20 53.7
 AI2987:UTM  14      -  CLARK 1 CORS ARP                         269 03 26.7
 AI2987
 AI2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8264876333(NAD 83)
 AI2987
 AI2987|---------------------------------------------------------------------|
 AI2987| PID    Reference Object                     Distance      Geod. Az  |
 AI2987|                                                           dddmmss.s |
 AI2987| AI1404 CLARK 1 CORS ARP                    APPROX. 0.6 KM 2694750.3 |
 AI2987|---------------------------------------------------------------------|
 AI2987
 AI2987                          SUPERSEDED SURVEY CONTROL
 AI2987
 AI2987  NAD 83(2007)-  44 56 08.28301(N)    097 57 09.14141(W) AD(2002.00) 0
 AI2987  ELLIP H (02/10/07)  415.039  (m)                       GP(2002.00)    
 AI2987  ELLIP H (04/05/04)  415.020  (m)                       GP(       ) 2 2
 AI2987  NAD 83(1996)-  44 56 08.28252(N)    097 57 09.14187(W) AD(       ) B
 AI2987  ELLIP H (05/12/00)  415.022  (m)                       GP(       ) 4 1
 AI2987  NAVD 88             439.54   (m)         1442.1    (f) LEVELING    3  
 AI2987
 AI2987.Superseded values are not recommended for survey control.
 AI2987
 AI2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2987.See file dsdata.pdf to determine how the superseded data were derived.
 AI2987
 AI2987_MARKER: F = FLANGE-ENCASED ROD
 AI2987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2987_STAMPING: CLARK B 1999
 AI2987_MARK LOGO: NGS
 AI2987_PROJECTION: FLUSH
 AI2987_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2987+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2987_ROD/PIPE-DEPTH: 10.4 meters
 AI2987_SLEEVE-DEPTH  : 0.9 meters
 AI2987
 AI2987  HISTORY     - Date     Condition        Report By
 AI2987  HISTORY     - 1999     MONUMENTED       NGS
 AI2987
 AI2987                          STATION DESCRIPTION
 AI2987
 AI2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2987'0.3 KM (0.20 MI) WESTERLY ALONG RANNEY AVENUE FROM THE POST OFFICE IN
 AI2987'RAYMOND, THENCE 2.7 KM (1.65 MI) NORTHERLY ALONG COUNTY ROAD 1, THENCE
 AI2987'0.8 KM (0.50 MI) WESTERLY ALONG A GRAVELED ROAD, 14.2 M (46.6 FT)
 AI2987'SOUTH OF THE ROAD CENTER, 5.5 M (18.0 FT) SOUTH OF A FENCE CORNER AND
 AI2987'UNDERGROUND CABLE JUNCTION BOX NUMBER 3 LP 14, 0.6 M (2.0 FT) EAST OF
 AI2987'A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AI2987'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2987'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2987'THE MONUMENT IS ON PROPERTY OWNED BY DEAN BYMERS, P.O.  BOX 68,
 AI2987'RAYMOND, SD 57258, TELEPHONE NUMBER (605) 532-5718.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0930 ***********************************************************************
 PR0930  DESIGNATION -  CLARK BOR SHORTWAVE RAD MAST
 PR0930  PID         -  PR0930
 PR0930  STATE/COUNTY-  SD/CLARK
 PR0930  COUNTRY     -  US
 PR0930  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0930
 PR0930                         *CURRENT SURVEY CONTROL
 PR0930  ______________________________________________________________________
 PR0930* NAD 83(1996) POSITION- 44 52 41.67902(N) 097 48 05.48516(W)   ADJUSTED
 PR0930  ______________________________________________________________________
 PR0930  GEOID HEIGHT    -        -24.544 (meters)                     GEOID18
 PR0930  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 PR0930  HORZ ORDER      -  THIRD
 PR0930
 PR0930.The horizontal coordinates were established by classical geodetic methods
 PR0930.and adjusted by the National Geodetic Survey in January 1998.
 PR0930
 PR0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0930.GEOID18 height accuracy estimate available here.
 PR0930
 PR0930.Click photographs - Photos may exist for this station.
 PR0930
 PR0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0930
 PR0930. The following values were computed from the NAD 83(1996) position.
 PR0930
 PR0930;                    North         East     Units Scale Factor Converg.
 PR0930;SPC SD N     -   118,471.035   773,678.493   MT  0.99994365   +1 33 21.4
 PR0930;SPC SD N     -   388,683.72  2,538,310.19   sFT  0.99994365   +1 33 21.4
 PR0930;UTM  14      - 4,970,123.613   594,658.148   MT  0.99971018   +0 50 44.6
 PR0930
 PR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9465870123(NAD 83)
 PR0930
 PR0930                          SUPERSEDED SURVEY CONTROL
 PR0930
 PR0930  NAD 83(1986)-  44 52 41.67807(N)    097 48 05.47109(W) AD(       ) 3
 PR0930  NAD 27      -  44 52 41.79591(N)    097 48 04.17269(W) AD(       ) 3
 PR0930
 PR0930.Superseded values are not recommended for survey control.
 PR0930
 PR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0930.See file dsdata.pdf to determine how the superseded data were derived.
 PR0930
 PR0930_MARKER: 42 = RADIO/TV MAST
 PR0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0930+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2004
 PR0930
 PR0930  HISTORY     - Date     Condition        Report By
 PR0930  HISTORY     - 1952     FIRST OBSERVED   CGS
 PR0930  HISTORY     - 20040704 GOOD             GEOCAC
 PR0930
 PR0930                          STATION DESCRIPTION
 PR0930
 PR0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0930'THE MAST IS LOCATED ABOUT 3 MILES WEST OF CLARK AND 200 FEET NORTH
 PR0930'OF U.S. HIGHWAY 212.  IT IS A STEEL STRUCTURE, ABOUT 300 FEET
 PR0930'HIGH, PAINTED RED AND WHITE ALTERNATELY AND HAVING A FLASHING RED
 PR0930'LIGHT AT THE TOP.  THE POINT OBSERVED WAS THE RED LIGHT.
 PR0930
 PR0930                          STATION RECOVERY (2004)
 PR0930
 PR0930'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 PR0930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0922 ***********************************************************************
 PR0922  DESIGNATION -  CLARK COUNTY OLD COURTHOUSE
 PR0922  PID         -  PR0922
 PR0922  STATE/COUNTY-  SD/CLARK
 PR0922  COUNTRY     -  US
 PR0922  USGS QUAD   -  CLARK NORTH (2017)
 PR0922
 PR0922                         *CURRENT SURVEY CONTROL
 PR0922  ______________________________________________________________________
 PR0922* NAD 83(1996) POSITION- 44 52 48.91262(N) 097 44 18.97300(W)   ADJUSTED
 PR0922  ______________________________________________________________________
 PR0922  GEOID HEIGHT    -        -24.587 (meters)                     GEOID18
 PR0922  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 PR0922  HORZ ORDER      -  THIRD
 PR0922
 PR0922.The horizontal coordinates were established by classical geodetic methods
 PR0922.and adjusted by the National Geodetic Survey in January 1998.
 PR0922
 PR0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0922.GEOID18 height accuracy estimate available here.
 PR0922
 PR0922.Click photographs - Photos may exist for this station.
 PR0922
 PR0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0922
 PR0922. The following values were computed from the NAD 83(1996) position.
 PR0922
 PR0922;                    North         East     Units Scale Factor Converg.
 PR0922;SPC SD N     -   118,831.147   778,641.633   MT  0.99994354   +1 36 01.7
 PR0922;SPC SD N     -   389,865.19  2,554,593.42   sFT  0.99994354   +1 36 01.7
 PR0922;UTM  14      - 4,970,422.105   599,624.240   MT  0.99972204   +0 53 24.5
 PR0922
 PR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9962470422(NAD 83)
 PR0922
 PR0922                          SUPERSEDED SURVEY CONTROL
 PR0922
 PR0922  NAD 83(1986)-  44 52 48.91166(N)    097 44 18.95809(W) AD(       ) 3
 PR0922  NAD 27      -  44 52 49.03200(N)    097 44 17.65000(W) AD(       ) 3
 PR0922
 PR0922.Superseded values are not recommended for survey control.
 PR0922
 PR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0922.See file dsdata.pdf to determine how the superseded data were derived.
 PR0922
 PR0922_MARKER: 82 = FINIAL
 PR0922
 PR0922  HISTORY     - Date     Condition        Report By
 PR0922  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0922
 PR0922                          STATION DESCRIPTION
 PR0922
 PR0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0922'THIS STATION IS THE BASE OF THE FINIAL ON THE STEEPLE OF THE
 PR0922'OLD CLARK COUNTY COURTHOUSE.  THE COURTHOUSE IS A RED BRICK
 PR0922'BUILDING WITH A SQUARE RED BRICK TOWER AT THE SE CORNER OVER
 PR0922'THE ENTRANCE.  THE TOWER IS SURMOUNTED BY A SQUARE PYRAMIDAL
 PR0922'SHAPED STEEPLE WITH AN ORNATE FINIAL AT THE TIP.  THE STEEPLE
 PR0922'HAS A SMALL DORMER WITH PYRAMIDAL SHAPED TOP ON EACH SIDE.
 PR0922'THE STEEPLE IS ABOUT 60 FEET HIGH AND IS QUITE PROMINENT.
 PR0922'THERE IS A 15-FOOT FLAGSTAFF ON THE SW SIDE OF THE STEEPLE.
 PR0922'
 PR0922'THE COURTHOUSE IS IN THE NORTHWESTERN PART OF CLARK, ABOUT
 PR0922'75 FEET N AND 75 FEET W OF THE INTERSECTION ON NORTH IDAHO
 PR0922'STREET, AND WEST THIRD STREET AND ABOUT 200 FEET NE OF THE
 PR0922'MUNICIPAL WATER TANK.  NORTH IDAHO STREET IS THREE BLOCKS W
 PR0922'OF COMMERICAL STREET WHICH IS THE MAIN STREET OF TOWN.  THIRD
 PR0922'STREET IS TWO BLOCKS N OF THE U.S. HIGHWAY 212 WHICH IS THE
 PR0922'MAIN E-W STREET OF TOWN.
 PR0922'
 PR0922'THE STATION WAS OBSERVED FROM HENRY, NAPLES, DARLINGTON,
 PR0922'CLARK, AND CLARK MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0614 ***********************************************************************
 PR0614  DESIGNATION -  CLARK MAG STA
 PR0614  PID         -  PR0614
 PR0614  STATE/COUNTY-  SD/CLARK
 PR0614  COUNTRY     -  US
 PR0614  USGS QUAD   -  CLARK NORTH (2017)
 PR0614
 PR0614                         *CURRENT SURVEY CONTROL
 PR0614  ______________________________________________________________________
 PR0614* NAD 83(1996) POSITION- 44 52 48.50639(N) 097 44 23.11978(W)   ADJUSTED
 PR0614* NAVD 88 ORTHO HEIGHT -   562.610 (meters)     1845.83  (feet) ADJUSTED
 PR0614  ______________________________________________________________________
 PR0614  GEOID HEIGHT    -        -24.586 (meters)                     GEOID18
 PR0614  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 PR0614  DYNAMIC HEIGHT  -        562.529 (meters)     1845.56  (feet) COMP
 PR0614  MODELED GRAVITY -    980,454.8   (mgal)                       NAVD 88
 PR0614
 PR0614  HORZ ORDER      -  FIRST
 PR0614  VERT ORDER      -  SECOND    CLASS 0
 PR0614
 PR0614.The horizontal coordinates were established by classical geodetic methods
 PR0614.and adjusted by the National Geodetic Survey in January 1998.
 PR0614
 PR0614.The orthometric height was determined by differential leveling and
 PR0614.adjusted by the NATIONAL GEODETIC SURVEY
 PR0614.in June 1991.
 PR0614
 PR0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0614.GEOID18 height accuracy estimate available here.
 PR0614
 PR0614.Click photographs - Photos may exist for this station.
 PR0614
 PR0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0614
 PR0614.The dynamic height is computed by dividing the NAVD 88
 PR0614.geopotential number by the normal gravity value computed on the
 PR0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0614.degrees latitude (g = 980.6199 gals.).
 PR0614
 PR0614.The modeled gravity was interpolated from observed gravity values.
 PR0614
 PR0614. The following values were computed from the NAD 83(1996) position.
 PR0614
 PR0614;                    North         East     Units Scale Factor Converg.
 PR0614;SPC SD N     -   118,816.071   778,551.012   MT  0.99994355   +1 35 58.8
 PR0614;SPC SD N     -   389,815.73  2,554,296.11   sFT  0.99994355   +1 35 58.8
 PR0614;UTM  14      - 4,970,408.157   599,533.459   MT  0.99972182   +0 53 21.6
 PR0614
 PR0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0614!SPC SD N     -   0.99991565  x   0.99994355  =   0.99985921
 PR0614!UTM  14      -   0.99991565  x   0.99972182  =   0.99963749
 PR0614
 PR0614:                Primary Azimuth Mark                     Grid Az
 PR0614:SPC SD N     -  HENRY                                    082 05 49.3
 PR0614:UTM  14      -  HENRY                                    082 48 26.5
 PR0614
 PR0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9953370408(NAD 83)
 PR0614
 PR0614|---------------------------------------------------------------------|
 PR0614| PID    Reference Object                     Distance      Geod. Az  |
 PR0614|                                                           dddmmss.s |
 PR0614| PR0916 GARDEN CITY METH CH SPIRE           APPROX.15.2 KM 0550714.8 |
 PR0614| PR0922 CLARK COUNTY OLD COURTHOUSE          91.871 METERS 08209     |
 PR0614| PR0917 HENRY                               APPROX.18.1 KM 0834148.1 |
 PR0614| AE5766 CLARK MAG STA RM 1                   30.742 METERS 09343     |
 PR0614| CO5399 CLARK MAG STA AZ MK                                0972252.5 |
 PR0614| PR0613 H 58                                 52.706 METERS 11926     |
 PR0614| PR0920 CLARK GRADE SCHOOL FLAGSTAFF        200.600 METERS 11959     |
 PR0614| PR0921 CLARK MUNICIPAL TANK                 51.485 METERS 12827     |
 PR0614| PR0924 VIENNA CATHOLIC CHURCH SPIRE        APPROX.27.1 KM 1362803.8 |
 PR0614| PR0926 GOOD HOPE CHURCH SPIRE              APPROX.16.9 KM 1511631.6 |
 PR0614| AD9453 CLARK MAG STA RM 2                   19.623 METERS 17704     |
 PR0614|---------------------------------------------------------------------|
 PR0614
 PR0614                          SUPERSEDED SURVEY CONTROL
 PR0614
 PR0614  NAD 83(1986)-  44 52 48.50519(N)    097 44 23.10547(W) AD(       ) 1
 PR0614  NAD 27      -  44 52 48.62600(N)    097 44 21.80800(W) AD(       ) 1
 PR0614  NGVD 29 (??/??/92)  562.295  (m)         1844.80   (f) ADJ UNCH    2 0
 PR0614
 PR0614.Superseded values are not recommended for survey control.
 PR0614
 PR0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0614.See file dsdata.pdf to determine how the superseded data were derived.
 PR0614
 PR0614_MARKER: DM = MAGNETIC STATION DISK
 PR0614_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0614_STAMPING: CLARK 1935
 PR0614_MARK LOGO: CGS
 PR0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0614
 PR0614  HISTORY     - Date     Condition        Report By
 PR0614  HISTORY     - 1934     MONUMENTED       CGS
 PR0614  HISTORY     - 1935     GOOD             CGS
 PR0614  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PR0614
 PR0614                          STATION DESCRIPTION
 PR0614
 PR0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0614'AT CLARK.
 PR0614'AT CLARK, CLARK COUNTY, IN THE SOUTHWEST CORNER OF THE
 PR0614'CAMPGROUNDS, ABOUT 180 FEET WEST OF THE COUNTY COURTHOUSE, AND
 PR0614'35 FEET NORTH OF THE CENTER LINE OF UTAH AVENUE.  A STANDARD
 PR0614'MAGNETIC-STATION DISK, SET IN THE TOP OF A 6-INCH SQUARE STONE
 PR0614'POST.
 PR0614
 PR0614                          STATION RECOVERY (1935)
 PR0614
 PR0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0614'THIS STATION IS LOCATED ON THE NW EDGE OF THE CITY OF CLARK
 PR0614'ON THE SW CORNER OF THE GROUNDS OF THE OLD CLARK COUNTY
 PR0614'COURTHOUSE, 42 FEET N OF THE CENTER LINE OF WEST THIRD STREET,
 PR0614'42 FEET E OF THE CENTER LINE OF NORTH UTAH STREET, 60 FEET
 PR0614'NE OF THE STREET INTERSECTION, 25 FEET S OF THE DOOR OF A
 PR0614'SMALL KITCHEN, AND PROJECTS 3 INCHES.  THE MARK IS A STANDARD
 PR0614'MAGNETIC STATION DISK STAMPED CLARK 1935 AND SET IN A 6-INCH
 PR0614'SQUARE STONE POST.  THE POST WAS REINFORCED WITH CONCRETE
 PR0614'MAKING THE MARK 12 INCHES SQUARE.
 PR0614'
 PR0614'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 PR0614'IN CONCRETE.
 PR0614'
 PR0614'REFERENCE MARK NO. 1 IS E OF THE STATION ON THE OLD COURTHOUSE
 PR0614'GROUNDS, 35 FEET S OF THE CENTER LINE OF WEST THIRD STREET,
 PR0614'AND IS FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 IS S OF
 PR0614'THE STATION, 57 FEET E OF THE CENTER LINE OF NORTH UTAH STREET,
 PR0614'30 FEET S OF THE CENTER LINE OF WEST THIRD STREET AND PROJECTS
 PR0614'9 INCHES.
 PR0614'
 PR0614'U.S.C. AND G.S. B.M. H58 1934 IS S OF SW OF THE STATION, IN
 PR0614'THE CONCRETE FOOTING OF THE NE LEG OF THE CLARK MUNICIPAL TANK,
 PR0614'47 FEET S OF THE CENTER LINE OF WEST THIRD STREET, AND PROJECTS
 PR0614'15 INCHES.
 PR0614'
 PR0614'THE AZIMUTH MARK IS E OF THE STATION ON THE S SIDE OF WEST
 PR0614'THIRD STREET, 32 FEET S OF THE CENTER LINE OF THE STREET,
 PR0614'ON LINE WITH THE W FACE OF CLARK GRADE SCHOOL PROJECTED,
 PR0614'AND PROJECTS 6 INCHES.
 PR0614'
 PR0614'A LIGHT 87 FEET ABOVE STATION HENRY IS VISIBLE AT 55 FEET.
 PR0614'
 PR0614'A LIGHT 74 FEET ABOVE STATION DARLINGTON IS VISIBLE AT 28
 PR0614'FEET.
 PR0614'
 PR0614'A LIGHT 74 FEET ABOVE STATION CLARK IS VISIBLE AT 45 FEET.
 PR0614'
 PR0614'DISTANCE BETWEEN U.S.C. AND G.S. B.M. AND REFERENCE MARK NO. 1
 PR0614'IS 88.05 FEET.
 PR0614'
 PR0614'DISTANCE BETWEEN CLARK MUNICIPAL TANK AND REFERENCE MARK
 PR0614'NO. 1 IS 100.86 FEET.
 PR0614'
 PR0614'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 PR0614
 PR0614                          STATION RECOVERY (1995)
 PR0614
 PR0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0614'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9453 ***********************************************************************
 AD9453  DESIGNATION -  CLARK MAG STA RM 2
 AD9453  PID         -  AD9453
 AD9453  STATE/COUNTY-  SD/CLARK
 AD9453  COUNTRY     -  US
 AD9453  USGS QUAD   -  CLARK NORTH (2017)
 AD9453
 AD9453                         *CURRENT SURVEY CONTROL
 AD9453  ______________________________________________________________________
 AD9453* NAD 83(1986) POSITION- 44 52 47.87   (N) 097 44 23.07   (W)   HD_HELD1
 AD9453* NAVD 88 ORTHO HEIGHT -   562.143 (meters)     1844.30  (feet) ADJUSTED
 AD9453  ______________________________________________________________________
 AD9453  GEOID HEIGHT    -        -24.586 (meters)                     GEOID18
 AD9453  DYNAMIC HEIGHT  -        562.062 (meters)     1844.03  (feet) COMP
 AD9453  MODELED GRAVITY -    980,454.8   (mgal)                       NAVD 88
 AD9453
 AD9453  VERT ORDER      -  FIRST     CLASS II
 AD9453
 AD9453.The horizontal coordinates were determined by differentially corrected
 AD9453.hand held GPS observations or other comparable positioning techniques
 AD9453.and have an estimated accuracy of +/- 3 meters.
 AD9453
 AD9453.The orthometric height was determined by differential leveling and
 AD9453.adjusted by the NATIONAL GEODETIC SURVEY
 AD9453.in July 1998.
 AD9453
 AD9453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9453.GEOID18 height accuracy estimate available here.
 AD9453
 AD9453.Click photographs - Photos may exist for this station.
 AD9453
 AD9453.The dynamic height is computed by dividing the NAVD 88
 AD9453.geopotential number by the normal gravity value computed on the
 AD9453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9453.degrees latitude (g = 980.6199 gals.).
 AD9453
 AD9453.The modeled gravity was interpolated from observed gravity values.
 AD9453
 AD9453;                    North         East    Units  Estimated Accuracy
 AD9453;SPC SD N     -   118,796.5     778,552.7     MT  (+/- 3 meters HH1 GPS) 
 AD9453
 AD9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9953470388(NAD 83)
 AD9453
 AD9453                          SUPERSEDED SURVEY CONTROL
 AD9453
 AD9453.No superseded survey control is available for this station.
 AD9453
 AD9453_MARKER: DR = REFERENCE MARK DISK
 AD9453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9453_STAMPING: CLARK MAGNETIC NO 2 1935
 AD9453_MARK LOGO: CGS
 AD9453_PROJECTION: FLUSH
 AD9453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9453+STABILITY: SURFACE MOTION
 AD9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9453+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 AD9453
 AD9453  HISTORY     - Date     Condition        Report By
 AD9453  HISTORY     - 1935     MONUMENTED       CGS
 AD9453  HISTORY     - 19950913 GOOD             NGS
 AD9453  HISTORY     - 19961011 GOOD             CHANCE
 AD9453  HISTORY     - 20110820 GOOD             GEOCAC
 AD9453
 AD9453                          STATION DESCRIPTION
 AD9453
 AD9453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9453'IN CLARK, AT THE INTERSECTION OF NORTH UTAH STREET AND 3RD AVENUE,
 AD9453'15.1 M (49.5 FT) EAST OF THE STREET CENTER, 7.7 M (25.3 FT) SOUTH OF
 AD9453'THE AVENUE CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE, AND
 AD9453'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD9453
 AD9453                          STATION RECOVERY (1996)
 AD9453
 AD9453'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AD9453'RECOVERED IN GOOD CONDITION.
 AD9453
 AD9453                          STATION RECOVERY (2011)
 AD9453
 AD9453'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 AD9453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0921 ***********************************************************************
 PR0921  DESIGNATION -  CLARK MUNICIPAL TANK
 PR0921  PID         -  PR0921
 PR0921  STATE/COUNTY-  SD/CLARK
 PR0921  COUNTRY     -  US
 PR0921  USGS QUAD   -  CLARK NORTH (2017)
 PR0921
 PR0921                         *CURRENT SURVEY CONTROL
 PR0921  ______________________________________________________________________
 PR0921* NAD 83(1996) POSITION- 44 52 47.46913(N) 097 44 21.28284(W)   ADJUSTED
 PR0921  ______________________________________________________________________
 PR0921  GEOID HEIGHT    -        -24.587 (meters)                     GEOID18
 PR0921  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 PR0921  HORZ ORDER      -  THIRD
 PR0921
 PR0921.The horizontal coordinates were established by classical geodetic methods
 PR0921.and adjusted by the National Geodetic Survey in January 1998.
 PR0921
 PR0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0921.GEOID18 height accuracy estimate available here.
 PR0921
 PR0921.Click photographs - Photos may exist for this station.
 PR0921
 PR0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0921
 PR0921. The following values were computed from the NAD 83(1996) position.
 PR0921
 PR0921;                    North         East     Units Scale Factor Converg.
 PR0921;SPC SD N     -   118,785.192   778,592.204   MT  0.99994356   +1 36 00.1
 PR0921;SPC SD N     -   389,714.42  2,554,431.26   sFT  0.99994356   +1 36 00.1
 PR0921;UTM  14      - 4,970,376.776   599,574.256   MT  0.99972192   +0 53 22.9
 PR0921
 PR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9957470376(NAD 83)
 PR0921
 PR0921                          SUPERSEDED SURVEY CONTROL
 PR0921
 PR0921  NAD 83(1986)-  44 52 47.46813(N)    097 44 21.26804(W) AD(       ) 3
 PR0921  NAD 27      -  44 52 47.58800(N)    097 44 19.96900(W) AD(       ) 3
 PR0921
 PR0921.Superseded values are not recommended for survey control.
 PR0921
 PR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0921.See file dsdata.pdf to determine how the superseded data were derived.
 PR0921
 PR0921_MARKER: 53 = ELEVATED TANK
 PR0921
 PR0921  HISTORY     - Date     Condition        Report By
 PR0921  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0921  HISTORY     - 1952     GOOD             CGS
 PR0921
 PR0921                          STATION DESCRIPTION
 PR0921
 PR0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0921'THIS STATION IS THE CENTER OF THE CLARK MUNICIPAL WATER TANK.
 PR0921'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP
 PR0921'WITH A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR LEGS AND HAS
 PR0921'A PLATFORM AT THE TOP OF THE LEGS.  IT HAS A CYLINDRICAL STEEL
 PR0921'HOUSING AROUND THE FEED PIPE.  THE LEGS, PLATFORM, AND FEED
 PR0921'PIPE HOUSING ARE PAINTED BLACK AND THE BOWL IS PAINTED SILVER.
 PR0921'IT IS LETTERED CLARK ON THE S SIDE.  THE TANK IS ABOUT 125 FEET
 PR0921'HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1923.
 PR0921'
 PR0921'THE TANK IS ON THE NORTHWESTERN PART OF CLARK, ABOUT 75 FEET
 PR0921'S AND 150 FEET E OF THE INTERSECTION OF WEST THIRD STREET
 PR0921'AND NORTH UTAH STREET.  UTAH STREET IS FOUR BLOCKS W OF
 PR0921'COMMERCIAL STREET WHICH IS THE MAIN STREET OF TOWN.  THIRD
 PR0921'STREET IS TWO BLOCKS N OF U.S. HIGHWAY 212 WHICH IS THE
 PR0921'MAIN E-W STREET OF TOWN.
 PR0921'
 PR0921'THE STATION WAS CONNECTED BY TRAVERSE TO STATION CLARK
 PR0921'MAGNETIC WHICH IS 169.1 FEET NW.  IT WAS OBSERVED FROM STATION
 PR0921'CLARK.
 PR0921'
 PR0921'U.S.C. AND G.S. B.M. H 58 1934 IS AT THE NW CORNER OF THE
 PR0921'CONCRETE FOUNDATION OF THE NE LEG OF THE TANK.
 PR0921
 PR0921                          STATION RECOVERY (1952)
 PR0921
 PR0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0921'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE3143 ***********************************************************************
 AE3143  DESIGNATION -  CLARK RM 1
 AE3143  PID         -  AE3143
 AE3143  STATE/COUNTY-  SD/CLARK
 AE3143  COUNTRY     -  US
 AE3143  USGS QUAD   -  RAYMOND SE (2017)
 AE3143
 AE3143                         *CURRENT SURVEY CONTROL
 AE3143  ______________________________________________________________________
 AE3143* NAD 83(1986) POSITION- 44 52 11.20   (N) 097 46 04.77   (W)   HD_HELD1
 AE3143* NAVD 88 ORTHO HEIGHT -   579.411 (meters)     1900.95  (feet) ADJUSTED
 AE3143  ______________________________________________________________________
 AE3143  GEOID HEIGHT    -        -24.562 (meters)                     GEOID18
 AE3143  DYNAMIC HEIGHT  -        579.329 (meters)     1900.68  (feet) COMP
 AE3143  MODELED GRAVITY -    980,456.0   (mgal)                       NAVD 88
 AE3143
 AE3143  VERT ORDER      -  FIRST     CLASS II
 AE3143
 AE3143.The horizontal coordinates were determined by differentially corrected
 AE3143.hand held GPS observations or other comparable positioning techniques
 AE3143.and have an estimated accuracy of +/- 3 meters.
 AE3143
 AE3143.The orthometric height was determined by differential leveling and
 AE3143.adjusted by the NATIONAL GEODETIC SURVEY
 AE3143.in July 1998.
 AE3143
 AE3143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3143.GEOID18 height accuracy estimate available here.
 AE3143
 AE3143.Click photographs - Photos may exist for this station.
 AE3143
 AE3143.The dynamic height is computed by dividing the NAVD 88
 AE3143.geopotential number by the normal gravity value computed on the
 AE3143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3143.degrees latitude (g = 980.6199 gals.).
 AE3143
 AE3143.The modeled gravity was interpolated from observed gravity values.
 AE3143
 AE3143;                    North         East    Units  Estimated Accuracy
 AE3143;SPC SD N     -   117,603.1     776,352.8     MT  (+/- 3 meters HH1 GPS) 
 AE3143
 AE3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9732069222(NAD 83)
 AE3143
 AE3143                          SUPERSEDED SURVEY CONTROL
 AE3143
 AE3143.No superseded survey control is available for this station.
 AE3143
 AE3143_MARKER: DR = REFERENCE MARK DISK
 AE3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3143_STAMPING: CLARK NO 1 1935
 AE3143_MARK LOGO: CGS
 AE3143_PROJECTION: PROJECTING 10 CENTIMETERS
 AE3143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3143+STABILITY: SURFACE MOTION
 AE3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3143+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2022
 AE3143
 AE3143  HISTORY     - Date     Condition        Report By
 AE3143  HISTORY     - 1935     MONUMENTED       CGS
 AE3143  HISTORY     - 19950913 GOOD             NGS
 AE3143  HISTORY     - 20220309 GOOD             NGS
 AE3143
 AE3143                          STATION DESCRIPTION
 AE3143
 AE3143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE3143'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE3143'IN CLARK, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE3143'THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A FENCE, THENCE 0.2 KM (0.10
 AE3143'MI) WESTERLY ALONG A FENCE, ON THE HIGHEST POINT OF A KNOLL, 45.5 M
 AE3143'(149.3 FT) SOUTH OF A FENCE, 39.0 M (128.0 FT) SOUTHEAST OF REFERENCE
 AE3143'MARK 2, 26.7 M (87.6 FT) SOUTH OF TRIANGULATION STATION CLARK, AND THE
 AE3143'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 AE3143'MONUMENT IS ON PROPERTY OWNED BY BOB BENSON, RT 1, BOX 98, CLARK, SD
 AE3143'57225, TELEPHONE NUMBER (605) 532-5645.
 AE3143
 AE3143                          STATION RECOVERY (2022)
 AE3143
 AE3143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (DAZ)
 AE3143'RECOVERED BY LANDOWNER - REPORTED TO NATIONAL GEODETIC SURVEY ADVISOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE3144 ***********************************************************************
 AE3144  DESIGNATION -  CLARK RM 2
 AE3144  PID         -  AE3144
 AE3144  STATE/COUNTY-  SD/CLARK
 AE3144  COUNTRY     -  US
 AE3144  USGS QUAD   -  RAYMOND SE (2017)
 AE3144
 AE3144                         *CURRENT SURVEY CONTROL
 AE3144  ______________________________________________________________________
 AE3144* NAD 83(1986) POSITION- 44 52 12.16   (N) 097 46 05.90   (W)   HD_HELD1
 AE3144* NAVD 88 ORTHO HEIGHT -   581.027 (meters)     1906.25  (feet) ADJUSTED
 AE3144  ______________________________________________________________________
 AE3144  GEOID HEIGHT    -        -24.562 (meters)                     GEOID18
 AE3144  DYNAMIC HEIGHT  -        580.945 (meters)     1905.98  (feet) COMP
 AE3144  MODELED GRAVITY -    980,456.1   (mgal)                       NAVD 88
 AE3144
 AE3144  VERT ORDER      -  FIRST     CLASS II
 AE3144
 AE3144.The horizontal coordinates were determined by differentially corrected
 AE3144.hand held GPS observations or other comparable positioning techniques
 AE3144.and have an estimated accuracy of +/- 3 meters.
 AE3144
 AE3144.The orthometric height was determined by differential leveling and
 AE3144.adjusted by the NATIONAL GEODETIC SURVEY
 AE3144.in July 1998.
 AE3144
 AE3144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3144.GEOID18 height accuracy estimate available here.
 AE3144
 AE3144.Click photographs - Photos may exist for this station.
 AE3144
 AE3144.The dynamic height is computed by dividing the NAVD 88
 AE3144.geopotential number by the normal gravity value computed on the
 AE3144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3144.degrees latitude (g = 980.6199 gals.).
 AE3144
 AE3144.The modeled gravity was interpolated from observed gravity values.
 AE3144
 AE3144;                    North         East    Units  Estimated Accuracy
 AE3144;SPC SD N     -   117,632.0     776,327.2     MT  (+/- 3 meters HH1 GPS) 
 AE3144
 AE3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9729569252(NAD 83)
 AE3144
 AE3144                          SUPERSEDED SURVEY CONTROL
 AE3144
 AE3144.No superseded survey control is available for this station.
 AE3144
 AE3144_MARKER: DR = REFERENCE MARK DISK
 AE3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3144_STAMPING: CLARK NO 2 1935
 AE3144_MARK LOGO: CGS
 AE3144_PROJECTION: PROJECTING 10 CENTIMETERS
 AE3144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3144+STABILITY: SURFACE MOTION
 AE3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3144+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2022
 AE3144
 AE3144  HISTORY     - Date     Condition        Report By
 AE3144  HISTORY     - 1935     MONUMENTED       CGS
 AE3144  HISTORY     - 19950913 GOOD             NGS
 AE3144  HISTORY     - 20220309 GOOD             NGS
 AE3144
 AE3144                          STATION DESCRIPTION
 AE3144
 AE3144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE3144'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE3144'IN CLARK, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 AE3144'THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A FENCE, THENCE 0.2 KM (0.10
 AE3144'MI) WESTERLY ALONG A FENCE, ON THE HIGHEST POINT OF A KNOLL, 39.0 M
 AE3144'(128.0 FT) NORTHWEST OF REFERENCE MARK 1, 28.5 M (93.5 FT) WEST OF
 AE3144'TRIANGULATION STATION CLARK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AE3144'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AE3144'BOB BENSON, RT 1, BOX 98, CLARK, SD 57225, TELEPHONE NUMBER (605)
 AE3144'532-5645.
 AE3144
 AE3144                          STATION RECOVERY (2022)
 AE3144
 AE3144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (DAZ)
 AE3144'RECOVERED BY LANDOWNER - REPORTED TO NATIONAL GEODETIC SURVEY ADVISOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0730 ***********************************************************************
 QS0730  DESIGNATION -  CLAUDE
 QS0730  PID         -  QS0730
 QS0730  STATE/COUNTY-  SD/WALWORTH
 QS0730  COUNTRY     -  US
 QS0730  USGS QUAD   -  AKASKA (2017)
 QS0730
 QS0730                         *CURRENT SURVEY CONTROL
 QS0730  ______________________________________________________________________
 QS0730* NAD 83(1996) POSITION- 45 15 02.44468(N) 100 03 30.68438(W)   ADJUSTED
 QS0730* NAVD 88 ORTHO HEIGHT -   637.924 (meters)     2092.92  (feet) ADJUSTED
 QS0730  ______________________________________________________________________
 QS0730  GEOID HEIGHT    -        -22.222 (meters)                     GEOID18
 QS0730  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 QS0730  DYNAMIC HEIGHT  -        637.844 (meters)     2092.66  (feet) COMP
 QS0730  MODELED GRAVITY -    980,471.1   (mgal)                       NAVD 88
 QS0730
 QS0730  HORZ ORDER      -  SECOND
 QS0730  VERT ORDER      -  FIRST     CLASS II
 QS0730
 QS0730.The horizontal coordinates were established by classical geodetic methods
 QS0730.and adjusted by the National Geodetic Survey in January 1998.
 QS0730
 QS0730.The orthometric height was determined by differential leveling and
 QS0730.adjusted by the NATIONAL GEODETIC SURVEY
 QS0730.in July 1998.
 QS0730
 QS0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0730.GEOID18 height accuracy estimate available here.
 QS0730
 QS0730.Click photographs - Photos may exist for this station.
 QS0730
 QS0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0730
 QS0730.The dynamic height is computed by dividing the NAVD 88
 QS0730.geopotential number by the normal gravity value computed on the
 QS0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0730.degrees latitude (g = 980.6199 gals.).
 QS0730
 QS0730.The modeled gravity was interpolated from observed gravity values.
 QS0730
 QS0730. The following values were computed from the NAD 83(1996) position.
 QS0730
 QS0730;                    North         East     Units Scale Factor Converg.
 QS0730;SPC SD N     -   157,501.687   595,406.030   MT  0.99994516   -0 02 29.1
 QS0730;SPC SD N     -   516,736.78  1,953,427.95   sFT  0.99994516   -0 02 29.1
 QS0730;UTM  14      - 5,011,343.234   416,936.783   MT  0.99968483   -0 45 06.5
 QS0730
 QS0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0730!SPC SD N     -   0.99990348  x   0.99994516  =   0.99984864
 QS0730!UTM  14      -   0.99990348  x   0.99968483  =   0.99958834
 QS0730
 QS0730:                Primary Azimuth Mark                     Grid Az
 QS0730:SPC SD N     -  JACK                                     010 41 46.7
 QS0730:UTM  14      -  JACK                                     011 24 24.1
 QS0730
 QS0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1693611343(NAD 83)
 QS0730
 QS0730|---------------------------------------------------------------------|
 QS0730| PID    Reference Object                     Distance      Geod. Az  |
 QS0730|                                                           dddmmss.s |
 QS0730| QS0731 JACK                                APPROX. 9.2 KM 0103917.6 |
 QS0730| CO5401 CLAUDE RM 2                          34.088 METERS 11430     |
 QS0730| CO5400 CLAUDE RM 1                          15.958 METERS 18047     |
 QS0730|---------------------------------------------------------------------|
 QS0730
 QS0730                          SUPERSEDED SURVEY CONTROL
 QS0730
 QS0730  NAD 83(1986)-  45 15 02.43571(N)    100 03 30.68636(W) AD(       ) 2
 QS0730  NAD 27      -  45 15 02.47314(N)    100 03 29.24612(W) AD(       ) 2
 QS0730
 QS0730.Superseded values are not recommended for survey control.
 QS0730
 QS0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0730.See file dsdata.pdf to determine how the superseded data were derived.
 QS0730
 QS0730_MARKER: DD = SURVEY DISK
 QS0730_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0730+WITH SETTING: INFORMATION.
 QS0730_STAMPING: CLAUDE ET 1967
 QS0730_MARK LOGO: USGS
 QS0730_PROJECTION: FLUSH
 QS0730_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0730+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 QS0730
 QS0730  HISTORY     - Date     Condition        Report By
 QS0730  HISTORY     - 1967     MONUMENTED       USGS
 QS0730  HISTORY     - 19970309 GOOD             NGS
 QS0730
 QS0730                          STATION DESCRIPTION
 QS0730
 QS0730'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0730'THE STATION IS LOCATED APPROX. 18.0 MI S. OF THE TOWN OF SELBY,
 QS0730'T. 121 N., R. 76 W., NEAR THE SE. COR. OF THE SE 1/4 OF SEC.
 QS0730'31.
 QS0730'
 QS0730'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 QS0730'STATE HWY. 103 AT THE TOWN OF SELBY, GO S. ALONG HWY. 83 FOR
 QS0730'18.3 MI TO CREST OF HILL AND STATION ON THE RIGHT (W.).
 QS0730'
 QS0730'STATION MARK IS 17 FT N. AND 49 FT W. OF CENTER OF HWY. AT A
 QS0730'FIELD DRIVE W. AND FIELD RD. E., 3 FT E. OF FENCE, 3 FT E. OF
 QS0730'USGS WITNESS POST, STAMPED ET CLAUDE 1967.
 QS0730'
 QS0730'REFERENCE MARK NO. 1 IS S. OF THE STATION, 35 FT S. AND 49 FT
 QS0730'W. OF CENTER OF HWY. AT A FIELD RD. E. AND FIELD DRIVE W.,
 QS0730'2 FT E. OF FENCE, STAMPED CLAUDE NO. 1 1967.
 QS0730'
 QS0730'REFERENCE MARK NO. 2 IS E. OF THE STATION, 24 FT S. AND 53
 QS0730'FT E. OF CENTER OF HWY. AT A FIELD DRIVE W. AND FIELD RD. E.,
 QS0730'2 FT W. OF TELEPHONE POLE, STAMPED CLAUDE NO. 2 1967.
 QS0730'
 QS0730'AZIMUTH MARK - NONE SET.
 QS0730'
 QS0730'REFERENCE AZIMUTH.
 QS0730'
 QS0730'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0730'ON ONE-HALF IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER
 QS0730'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0730'
 QS0730'STANDARD BRACED TRIPOD USED.
 QS0730
 QS0730                          STATION RECOVERY (1997)
 QS0730
 QS0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0730'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0730'STATE HIGHWAY 130 IN SELBY, THENCE 23.1 KM (14.35 MI) SOUTHERLY ALONG
 QS0730'U.S. HIGHWAY 83, 0.5 KM (0.30 MI) NORTH OF THE INTERSECTION OF STATE
 QS0730'HIGHWAY 20, 775.0 KM (481.55 MI) SOUTH OF MILEPOST 192, 14.9 M (48.9
 QS0730'FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 QS0730'THE HIGHWAY, 0.7 M (2.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.4
 QS0730'M (1.3 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 QS0730'6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0716 ***********************************************************************
 OS0716  DESIGNATION -  CLAY
 OS0716  PID         -  OS0716
 OS0716  STATE/COUNTY-  SD/JONES
 OS0716  COUNTRY     -  US
 OS0716  USGS QUAD   -  MURDO (2017)
 OS0716
 OS0716                         *CURRENT SURVEY CONTROL
 OS0716  ______________________________________________________________________
 OS0716* NAD 83(1996) POSITION- 43 55 29.72453(N) 100 39 55.17724(W)   ADJUSTED
 OS0716* NAVD 88 ORTHO HEIGHT -   734.8   (meters)     2411.    (feet) VERTCON3
 OS0716  ______________________________________________________________________
 OS0716  GEOID HEIGHT    -        -24.077 (meters)                     GEOID18
 OS0716  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 OS0716  HORZ ORDER      -  FIRST
 OS0716
 OS0716.The horizontal coordinates were established by classical geodetic methods
 OS0716.and adjusted by the National Geodetic Survey in January 1998.
 OS0716
 OS0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0716
 OS0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0716.GEOID18 height accuracy estimate available here.
 OS0716
 OS0716.Click photographs - Photos may exist for this station.
 OS0716
 OS0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0716
 OS0716. The following values were computed from the NAD 83(1996) position.
 OS0716
 OS0716;                    North         East     Units Scale Factor Converg.
 OS0716;SPC SD S     -   176,866.958   573,340.670   MT  0.99992115   -0 13 44.5
 OS0716;SPC SD S     -   580,271.01  1,881,035.18   sFT  0.99992115   -0 13 44.5
 OS0716;UTM  14      - 4,864,882.262   366,314.905   MT  0.99981981   -1 09 19.6
 OS0716
 OS0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0716!SPC SD S     -   0.99988857  x   0.99992115  =   0.99980973
 OS0716!UTM  14      -   0.99988857  x   0.99981981  =   0.99970840
 OS0716
 OS0716:                Primary Azimuth Mark                     Grid Az
 OS0716:SPC SD S     -  MURDO MUNICIPAL TANK                     225 03 12.5
 OS0716:UTM  14      -  MURDO MUNICIPAL TANK                     225 58 47.6
 OS0716
 OS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6631464882(NAD 83)
 OS0716
 OS0716|---------------------------------------------------------------------|
 OS0716| PID    Reference Object                     Distance      Geod. Az  |
 OS0716|                                                           dddmmss.s |
 OS0716| CO2883 CLAY RM 1                           192.024 METERS 21009     |
 OS0716| OS0712 MURDO MUNICIPAL TANK                APPROX. 5.6 KM 2244928.0 |
 OS0716| OS0727 OKATON CHURCH BELFRY                APPROX.18.6 KM 2563726.7 |
 OS0716| CO2884 CLAY RM 2                           129.891 METERS 31045     |
 OS0716|---------------------------------------------------------------------|
 OS0716
 OS0716                          SUPERSEDED SURVEY CONTROL
 OS0716
 OS0716  NAD 83(1986)-  43 55 29.71928(N)    100 39 55.18042(W) AD(       ) 1
 OS0716  NAD 27      -  43 55 29.75900(N)    100 39 53.69300(W) AD(       ) 1
 OS0716  NGVD 29 (07/19/86)  734.3    (m)         2409.     (f) VERT ANG       
 OS0716
 OS0716.Superseded values are not recommended for survey control.
 OS0716
 OS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0716.See file dsdata.pdf to determine how the superseded data were derived.
 OS0716
 OS0716_MARKER: DS = TRIANGULATION STATION DISK
 OS0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0716_STAMPING: CLAY 1924
 OS0716_MARK LOGO: CGS
 OS0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0716+STABILITY: SURFACE MOTION
 OS0716
 OS0716  HISTORY     - Date     Condition        Report By
 OS0716  HISTORY     - 1924     MONUMENTED       CGS
 OS0716  HISTORY     - 1933     GOOD             CGS
 OS0716
 OS0716                          STATION DESCRIPTION
 OS0716
 OS0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0716'STATION IS ABOUT 1-1/2 MILES NORTH AND 2 MILES EAST OF MURDO.
 OS0716'ONE MILE SOUTH AND ONE HALF MILE EAST OF THE WHITE CLAY BUTTES.
 OS0716'244.18 METERS NORTH OF THE OLD CUSTER HIGHWAY IN THE SOUTHWEST
 OS0716'CORNER OF THE SOUTHWEST QUARTER SEC. 28, T. 1 S., R. 29 E.,
 OS0716'ABOUT 100 METERS EAST OF THE WEST SECTION LINE AND 200 METERS
 OS0716'NORTH OF THE SOUTH LINE OF THE SECTION.  IT IS IN OPEN PRAIRIE.
 OS0716'A GRADED ROAD LEADS NORTH FROM THE OLD CUSTER HIGHWAY ON WEST
 OS0716'SECTION LINE.  STATION CLAY IS 105.47 METERS EAST OF THE
 OS0716'CENTERLINE OF SECTION-LINE ROAD TO THE WEST OF THE MARK.
 OS0716'
 OS0716'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0716'DISKS SET AS DESCRIBED.
 OS0716'
 OS0716'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.37 METERS.
 OS0716
 OS0716                          STATION RECOVERY (1933)
 OS0716
 OS0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0716'STATION IS ABOUT 1-1/2 MILES NORTH AND 2 MILES EAST OF MURDO.
 OS0716'1 MILE SOUTH AND ONE HALF MILE EAST OF THE WHITE CLAY BUTTES,
 OS0716'200 METERS NORTH OF THE OLD CUSTER HIGHWAY IN THE SOUTHWEST
 OS0716'CORNER OF THE SOUTHWEST QUARTER SEC. 28, T. 1 S., R. 29 E.
 OS0716'
 OS0716'REACHED FROM MURDO BY FOLLOWING U.S. HIGHWAY 16 EAST FROM
 OS0716'JUNCTION WITH STATE HIGHWAY 59 AT EAST EDGE OF TOWN 2.5 MILES
 OS0716'TO GRADED ROAD LEADING NORTH ACROSS RAILROAD JUST WEST OF
 OS0716'WHERE HIGHWAY CURVES TO RIGHT.  FOLLOW THIS ROAD NORTH 1.5
 OS0716'MILES TO TOP OF A GRADE JUST NORTH OF CROSSROADS, THENCE TO
 OS0716'RIGHT, SOUTHEAST, ON DIM TRAIL 0.1 MILE TO STATION.
 OS0716'
 OS0716'STATION FOUND AS DESCRIBED.  MARKS IN GOOD CONDITION.  ONE
 OS0716'REFERENCE MARK WAS ESTABLISHED AS DESCRIBED,
 OS0716'WHICH IS SOUTHWEST OF STATION AND 32.2 FEET EAST OF CENTERLINE
 OS0716'OF NORTH-SOUTH ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0763 ***********************************************************************
 QS0763  DESIGNATION -  CLAYMORE
 QS0763  PID         -  QS0763
 QS0763  STATE/COUNTY-  SD/CORSON
 QS0763  COUNTRY     -  US
 QS0763  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 QS0763
 QS0763                         *CURRENT SURVEY CONTROL
 QS0763  ______________________________________________________________________
 QS0763* NAD 83(1996) POSITION- 45 29 13.25910(N) 100 31 30.93533(W)   ADJUSTED
 QS0763* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 QS0763  ______________________________________________________________________
 QS0763  GEOID HEIGHT    -        -21.708 (meters)                     GEOID18
 QS0763  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 QS0763  HORZ ORDER      -  THIRD
 QS0763
 QS0763.The horizontal coordinates were established by classical geodetic methods
 QS0763.and adjusted by the National Geodetic Survey in January 1998.
 QS0763
 QS0763.The orthometric height was scaled from a topographic map.
 QS0763
 QS0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0763.GEOID18 height accuracy estimate available here.
 QS0763
 QS0763.Click photographs - Photos may exist for this station.
 QS0763
 QS0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0763
 QS0763. The following values were computed from the NAD 83(1996) position.
 QS0763
 QS0763;                    North         East     Units Scale Factor Converg.
 QS0763;SPC SD N     -   183,898.348   558,938.877   MT  0.99996802   -0 22 18.3
 QS0763;SPC SD N     -   603,339.83  1,833,785.30   sFT  0.99996802   -0 22 18.3
 QS0763;UTM  14      - 5,038,185.505   380,809.164   MT  0.99977467   -1 05 16.0
 QS0763
 QS0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0763!SPC SD N     -   0.99991023  x   0.99996802  =   0.99987825
 QS0763!UTM  14      -   0.99991023  x   0.99977467  =   0.99968492
 QS0763
 QS0763:                Primary Azimuth Mark                     Grid Az
 QS0763:SPC SD N     -  CLAYMORE AZ MK                           050 39 41.7
 QS0763:UTM  14      -  CLAYMORE AZ MK                           051 22 39.4
 QS0763
 QS0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8080938185(NAD 83)
 QS0763
 QS0763|---------------------------------------------------------------------|
 QS0763| PID    Reference Object                     Distance      Geod. Az  |
 QS0763|                                                           dddmmss.s |
 QS0763| CO5402 CLAYMORE AZ MK                                     0501723.4 |
 QS0763| QS0764 TT 1 DMH                             32.288 METERS 16508     |
 QS0763| CO5403 CLAYMORE RM 1                        12.082 METERS 27419     |
 QS0763|---------------------------------------------------------------------|
 QS0763
 QS0763                          SUPERSEDED SURVEY CONTROL
 QS0763
 QS0763  NAD 83(1986)-  45 29 13.25020(N)    100 31 30.93371(W) AD(       ) 3
 QS0763  NAD 27      -  45 29 13.27200(N)    100 31 29.43000(W) AD(       ) 3
 QS0763
 QS0763.Superseded values are not recommended for survey control.
 QS0763
 QS0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0763.See file dsdata.pdf to determine how the superseded data were derived.
 QS0763
 QS0763_MARKER: DS = TRIANGULATION STATION DISK
 QS0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0763_STAMPING: CLAYMORE 1952
 QS0763_MARK LOGO: CGS
 QS0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0763+STABILITY: SURFACE MOTION
 QS0763
 QS0763  HISTORY     - Date     Condition        Report By
 QS0763  HISTORY     - 1952     MONUMENTED       CGS
 QS0763  HISTORY     - 1969     GOOD             USAF
 QS0763
 QS0763                          STATION DESCRIPTION
 QS0763
 QS0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0763'THE STATION IS IN SECTION 34, T 18 N, R 29 E, ABOUT 10 MILES
 QS0763'EAST AND 1 MILE NORTH OF TRAIL CITY, 61 FEET SOUTH OF STATE
 QS0763'HIGHWAY 8, 17 FEET WEST OF A WIRE GATE, 5 FEET SOUTH OF A
 QS0763'WHITE 4 IN X 4 IN WITNESS POST, AND 4-1/2 FEET SOUTH OF A WIRE
 QS0763'FENCE.
 QS0763'
 QS0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0763'STATE HIGHWAY 8, ABOUT 4 MILES WEST OF MOBRIDGE, GO SOUTHWESTERLY
 QS0763'AND WEST ON STATE HIGHWAY 8 FOR 2.7 MILES TO THE AZIMUTH MARK
 QS0763'ON RIGHT AS DESCRIBED BELOW, CONTINUE SOUTHWESTERLY ON HIGHWAY
 QS0763'FOR 0.35 MILE TO THE STATION ON THE LEFT.
 QS0763'
 QS0763'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QS0763'CLAYMORE 1952.
 QS0763'
 QS0763'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF STATE HIGHWAY 8,
 QS0763'57 FEET WEST OF A WIRE GATE, AND 1 FOOT SOUTH OF A WIRE FENCE.
 QS0763'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED CLAYMORE NO 1
 QS0763'1952.
 QS0763'
 QS0763'THE AZIMUTH MARK IS 41 FEET NORTHWEST OF STATE HIGHWAY 8,
 QS0763'AND 3 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 QS0763'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CLAYMORE 1952.
 QS0763'
 QS0763'TT 1 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QS0763'SET IN THE TOP OF A 6 INCH ROUND CONCRETE POST PROJECTING 5
 QS0763'INCHES.  THE MARK IS 167 FEET SOUTH OF STATE HIGHWAY 8,
 QS0763'105 FEET SOUTH OF A WIRE GATE, AND IS IN A NORTH-SOUTH
 QS0763'FENCE-LINE.  THE DISK IS STAMPED TT 1 DMH 1950.
 QS0763'
 QS0763'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0763
 QS0763                          STATION RECOVERY (1969)
 QS0763
 QS0763'RECOVERY NOTE BY US AIR FORCE 1969
 QS0763'STATION, AZIMUTH, AND REFERENCE MARKS 1 AND 2 (USGS BM TT1)
 QS0763'WERE RECOVERED IN GOOD CONDITION.  THE WITNESS POSTS WERE
 QS0763'INTACT.
 QS0763'
 QS0763'DUE TO NUMEROUS HIGHWAY ALTERATIONS, A NEW ROUTE DESCRIPTION
 QS0763'IS AS FOLLOWS--
 QS0763'
 QS0763'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOBRIDGE,
 QS0763'SOUTH DAKOTA, GO NORTH ONE BLOCK TO THE INTERSECTION OF MAIN
 QS0763'STREET AND U.S. HIGHWAY 12/STATE HIGHWAY 20.  THENCE, LEFT
 QS0763'(WEST) ON HIGHWAY 12/20 FOR 2.55 MILES TO THE MISSOURI RIVER
 QS0763'BRIDGE.  CONTINUE ACROSS THE BRIDGE FOR 2.8 MILES TO A PAVED
 QS0763'ROAD LEFT (SOUTH), LEADING TO THE BURIAL SITE OF SITTING BULL.
 QS0763'THEN LEFT ON THE PAVED ROAD FOR 3.8 MILES TO A FORK.  TAKE
 QS0763'THE RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 1.4 MILES TO
 QS0763'ANOTHER FORK.  TAKE THE RIGHT FORK AGAIN FOR 1.35 MILES TO
 QS0763'THE AZIMUTH MARK ON THE RIGHT (WEST).  CONTINUE FOR 0.35 MILE
 QS0763'TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0613 ***********************************************************************
 QR0613  DESIGNATION -  CLEAR
 QR0613  PID         -  QR0613
 QR0613  STATE/COUNTY-  SD/EDMUNDS
 QR0613  COUNTRY     -  US
 QR0613  USGS QUAD   -  MINA SE (2017)
 QR0613
 QR0613                         *CURRENT SURVEY CONTROL
 QR0613  ______________________________________________________________________
 QR0613* NAD 83(1996) POSITION- 45 19 51.56490(N) 098 46 51.37542(W)   ADJUSTED
 QR0613* NAVD 88 ORTHO HEIGHT -   429.    (meters)     1407.    (feet) SCALED
 QR0613  ______________________________________________________________________
 QR0613  GEOID HEIGHT    -        -24.032 (meters)                     GEOID18
 QR0613  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 QR0613  HORZ ORDER      -  FIRST
 QR0613
 QR0613.The horizontal coordinates were established by classical geodetic methods
 QR0613.and adjusted by the National Geodetic Survey in January 1998.
 QR0613
 QR0613.The orthometric height was scaled from a topographic map.
 QR0613
 QR0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0613.GEOID18 height accuracy estimate available here.
 QR0613
 QR0613.Click photographs - Photos may exist for this station.
 QR0613
 QR0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0613
 QR0613. The following values were computed from the NAD 83(1996) position.
 QR0613
 QR0613;                    North         East     Units Scale Factor Converg.
 QR0613;SPC SD N     -   167,144.610   695,555.903   MT  0.99995102   +0 51 46.0
 QR0613;SPC SD N     -   548,373.61  2,282,002.99   sFT  0.99995102   +0 51 46.0
 QR0613;UTM  14      - 5,019,743.629   517,165.771   MT  0.99960362   +0 09 20.9
 QR0613
 QR0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0613!SPC SD N     -   0.99993646  x   0.99995102  =   0.99988749
 QR0613!UTM  14      -   0.99993646  x   0.99960362  =   0.99954011
 QR0613
 QR0613:                Primary Azimuth Mark                     Grid Az
 QR0613:SPC SD N     -  CLEAR AZ MK                              352 18 22.2
 QR0613:UTM  14      -  CLEAR AZ MK                              353 00 47.3
 QR0613
 QR0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1716519743(NAD 83)
 QR0613
 QR0613|---------------------------------------------------------------------|
 QR0613| PID    Reference Object                     Distance      Geod. Az  |
 QR0613|                                                           dddmmss.s |
 QR0613| QR0592 SAINT JOHNS EVAN LUTH CH            APPROX.13.1 KM 0760029.4 |
 QR0613| CO5405 CLEAR RM 1                           31.496 METERS 08653     |
 QR0613| QR0614 RICHLAND METHODIST CH SPIRE         APPROX. 3.7 KM 2702126.8 |
 QR0613| CO5406 CLEAR RM 2                           44.350 METERS 27334     |
 QR0613| CO5404 CLEAR AZ MK                                        3531008.2 |
 QR0613|---------------------------------------------------------------------|
 QR0613
 QR0613                          SUPERSEDED SURVEY CONTROL
 QR0613
 QR0613  NAD 83(1986)-  45 19 51.58111(N)    098 46 51.36977(W) AD(       ) 1
 QR0613  NAD 27      -  45 19 51.66600(N)    098 46 49.99800(W) AD(       ) 1
 QR0613
 QR0613.Superseded values are not recommended for survey control.
 QR0613
 QR0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0613.See file dsdata.pdf to determine how the superseded data were derived.
 QR0613
 QR0613_MARKER: DS = TRIANGULATION STATION DISK
 QR0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0613_STAMPING: CLEAR 1934
 QR0613_MARK LOGO: CGS
 QR0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0613+STABILITY: SURFACE MOTION
 QR0613
 QR0613  HISTORY     - Date     Condition        Report By
 QR0613  HISTORY     - 1934     MONUMENTED       CGS
 QR0613  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0613  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QR0613
 QR0613                          STATION DESCRIPTION
 QR0613
 QR0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0613'STATION IS LOCATED JUST S OF TOWNSHIP LINE, IN NW CORNER OF
 QR0613'SEC. 3, 0.15 MILE E OF NW CORNER T 121 N, R 66 W.  IT IS
 QR0613'40 FEET S OF CENTER LINE OF ROAD.
 QR0613'
 QR0613'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0613'BRONZE DISKS SET IN CONCRETE.
 QR0613'
 QR0613'REFERENCE MARK NO. 1 IS 103 FEET E OF STATION AND 31 FEET S OF
 QR0613'CENTER LINE OF ROAD, IN FENCE LINE.  IT PROJECTS 6 INCHES ABOVE
 QR0613'THE GROUND.
 QR0613'
 QR0613'REFERENCE MARK NO. 2 IS W OF STATION ABOUT 145 FEET.  IT IS 31
 QR0613'FEET S OF CENTER LINE OF ROAD IN FENCE LINE.  IT PROJECTS 6
 QR0613'INCHES ABOVE GROUND.
 QR0613'
 QR0613'AZIMUTH MARK IS NNW OF STATION.
 QR0613'
 QR0613'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.15 MILE W,
 QR0613'TURN RIGHT (N) AND GO 0.6 MILE, TURN RIGHT AND GO 0.1 MILE
 QR0613'E THROUGH BARN LOT TO MARK, WHICH IS 30 FEET S OF WINDMILL.
 QR0613'MARK PROJECTS 8 INCHES.
 QR0613'
 QR0613'TO REACH THE STATION FROM POST OFFICE IN WARNER, GO W ON MAIN
 QR0613'GRAVEL ROAD 14.85 MILES OR 8.85 MILES BEYOND ORANGE-COLORED
 QR0613'TYDEX STATION ON LEFT AT CROSSROADS.  0.35 MILE BEYOND THE
 QR0613'FARM OF J.P. ANDERSON ON THE LEFT TO TOP OF GRADE AND STATION
 QR0613'ON THE LEFT.  MRS. AGNES M. LUNDE OF DE SMET, S. DAK. IS THE
 QR0613'OWNER OF THE PROPERTY.
 QR0613'
 QR0613'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0613
 QR0613                          STATION RECOVERY (1970)
 QR0613
 QR0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0613'STATION NOT FOUND PROBABLY DESTROYED.  NEW HIGHWAY.  REFERENCE MARKS
 QR0613'NOT FOUND.  AZIMUTH MARK WAS NOT VISITED.
 QR0613'
 QR0613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NW COR. OF SEC. 3
 QR0613'0.15 MI E OF NW COR. T 121 N. R 66 W.
 QR0613
 QR0613                          STATION RECOVERY (1971)
 QR0613
 QR0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0613'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 QR0613'NOT FOUND AND ARE BELIEVED TO HAVE BEEN DESTROYED DURING ROAD
 QR0613'IMPROVEMENTS.  A LARGE DITCH HAS BEEN DUG ALONG THE AREA
 QR0613'IN WHICH THE MARKS WERE LOCATED.  THE AZIMUTH MARK WAS RECOVERED
 QR0613'IN GOOD CONDITION, THE DISK WAS REMOVED AND DISPOSED OF AT THIS
 QR0613'TIME.
 QR0613'
 QR0613'IT IS SUGGESTED THAT THE STATION BE CONSIDERED DESTROYED.
 QR0613'
 QR0613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 17
 QR0613'MILES SW OF ABERDEEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0980 ***********************************************************************
 PR0980  DESIGNATION -  CLEAR LAKE MUNICIPAL TANK
 PR0980  PID         -  PR0980
 PR0980  STATE/COUNTY-  SD/DEUEL
 PR0980  COUNTRY     -  US
 PR0980  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0980
 PR0980                         *CURRENT SURVEY CONTROL
 PR0980  ______________________________________________________________________
 PR0980* NAD 83(1996) POSITION- 44 45 18.83532(N) 096 40 58.87773(W)   ADJUSTED
 PR0980  ______________________________________________________________________
 PR0980  GEOID HEIGHT    -        -25.253 (meters)                     GEOID18
 PR0980  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 PR0980  HORZ ORDER      -  THIRD
 PR0980
 PR0980.The horizontal coordinates were established by classical geodetic methods
 PR0980.and adjusted by the National Geodetic Survey in January 1998.
 PR0980
 PR0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0980.GEOID18 height accuracy estimate available here.
 PR0980
 PR0980.Click photographs - Photos may exist for this station.
 PR0980
 PR0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0980
 PR0980. The following values were computed from the NAD 83(1996) position.
 PR0980
 PR0980;                    North         East     Units Scale Factor Converg.
 PR0980;SPC SD N     -   107,822.841   862,558.381   MT  0.99995238   +2 20 51.2
 PR0980;SPC SD N     -   353,748.77  2,829,910.29   sFT  0.99995238   +2 20 51.2
 PR0980;UTM  14      - 4,958,371.840   683,389.666   MT  1.00001358   +1 37 54.4
 PR0980
 PR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8338958371(NAD 83)
 PR0980
 PR0980                          SUPERSEDED SURVEY CONTROL
 PR0980
 PR0980  NAD 83(1986)-  44 45 18.83239(N)    096 40 58.86077(W) AD(       ) 3
 PR0980  NAD 27      -  44 45 18.96018(N)    096 40 57.65065(W) AD(       ) 3
 PR0980
 PR0980.Superseded values are not recommended for survey control.
 PR0980
 PR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0980.See file dsdata.pdf to determine how the superseded data were derived.
 PR0980
 PR0980_MARKER: 53 = ELEVATED TANK
 PR0980
 PR0980  HISTORY     - Date     Condition        Report By
 PR0980  HISTORY     - 1968     FIRST OBSERVED   USGS
 PR0980
 PR0980                          STATION DESCRIPTION
 PR0980
 PR0980'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0980'CLEAR LAKE M.W.T. IS APPROX. 90 FT HIGH, FOUR-LEGGED, CYLINDRICAL
 PR0980'BODY WITH CONICAL TOP.  THE LEGS ARE PAINTED SILVER AND
 PR0980'THE TANK IS PAINTED GREEN.  POINT SIGHTED FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0094 ***********************************************************************
 OS0094  DESIGNATION -  CLEARFIELD
 OS0094  PID         -  OS0094
 OS0094  STATE/COUNTY-  SD/TRIPP
 OS0094  COUNTRY     -  US
 OS0094  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0094
 OS0094                         *CURRENT SURVEY CONTROL
 OS0094  ______________________________________________________________________
 OS0094* NAD 83(1996) POSITION- 43 10 23.98172(N) 100 09 50.27547(W)   ADJUSTED
 OS0094* NAVD 88 ORTHO HEIGHT -   791.571 (meters)     2597.01  (feet) ADJUSTED
 OS0094  ______________________________________________________________________
 OS0094  GEOID HEIGHT    -        -23.947 (meters)                     GEOID18
 OS0094  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 OS0094  DYNAMIC HEIGHT  -        791.269 (meters)     2596.02  (feet) COMP
 OS0094  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 OS0094
 OS0094  HORZ ORDER      -  FIRST
 OS0094  VERT ORDER      -  SECOND    CLASS 0
 OS0094
 OS0094.The horizontal coordinates were established by classical geodetic methods
 OS0094.and adjusted by the National Geodetic Survey in January 1998.
 OS0094
 OS0094.The orthometric height was determined by differential leveling and
 OS0094.adjusted by the NATIONAL GEODETIC SURVEY
 OS0094.in June 1991.
 OS0094
 OS0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0094.GEOID18 height accuracy estimate available here.
 OS0094
 OS0094.Click photographs - Photos may exist for this station.
 OS0094
 OS0094.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0094
 OS0094.The dynamic height is computed by dividing the NAVD 88
 OS0094.geopotential number by the normal gravity value computed on the
 OS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0094.degrees latitude (g = 980.6199 gals.).
 OS0094
 OS0094.The modeled gravity was interpolated from observed gravity values.
 OS0094
 OS0094. The following values were computed from the NAD 83(1996) position.
 OS0094
 OS0094;                    North         East     Units Scale Factor Converg.
 OS0094;SPC SD S     -    93,330.019   613,770.663   MT  0.99993686   +0 07 00.6
 OS0094;SPC SD S     -   306,200.24  2,013,679.25   sFT  0.99993686   +0 07 00.6
 OS0094;UTM  14      - 4,780,720.442   405,393.783   MT  0.99971010   -0 47 47.2
 OS0094
 OS0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0094!SPC SD S     -   0.99987964  x   0.99993686  =   0.99981650
 OS0094!UTM  14      -   0.99987964  x   0.99971010  =   0.99958977
 OS0094
 OS0094:                Primary Azimuth Mark                     Grid Az
 OS0094:SPC SD S     -  CLEARFIELD AZ MK                         204 00 33.9
 OS0094:UTM  14      -  CLEARFIELD AZ MK                         204 55 21.7
 OS0094
 OS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0539380720(NAD 83)
 OS0094
 OS0094|---------------------------------------------------------------------|
 OS0094| PID    Reference Object                     Distance      Geod. Az  |
 OS0094|                                                           dddmmss.s |
 OS0094| OS0093 CLEARFIELD RM 1                      10.394 METERS 11130     |
 OS0094| OS0096 CLEARFIELD AZ MK                                   2040734.5 |
 OS0094| OS0095 CLEARFIELD RM 2                       9.754 METERS 34338     |
 OS0094|---------------------------------------------------------------------|
 OS0094
 OS0094                          SUPERSEDED SURVEY CONTROL
 OS0094
 OS0094  NAD 83(1995)-  43 10 23.98144(N)    100 09 50.27524(W) AD(       ) 1
 OS0094  NAD 83(1986)-  43 10 23.98613(N)    100 09 50.29206(W) AD(       ) 1
 OS0094  NAD 27      -  43 10 23.96900(N)    100 09 48.85100(W) AD(       ) 1
 OS0094  NGVD 29 (??/??/92)  791.232  (m)         2595.90   (f) ADJ UNCH    2 0
 OS0094  NGVD 29             791.23   (m)         2595.9    (f) LEVELING    3  
 OS0094
 OS0094.Superseded values are not recommended for survey control.
 OS0094
 OS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0094.See file dsdata.pdf to determine how the superseded data were derived.
 OS0094
 OS0094_MARKER: DS = TRIANGULATION STATION DISK
 OS0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0094_STAMPING: CLEARFIELD 1936
 OS0094_MARK LOGO: CGS
 OS0094_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0094+STABILITY: SURFACE MOTION
 OS0094
 OS0094  HISTORY     - Date     Condition        Report By
 OS0094  HISTORY     - 1936     MONUMENTED       CGS
 OS0094  HISTORY     - 1946     GOOD             CGS
 OS0094
 OS0094                          STATION DESCRIPTION
 OS0094
 OS0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0094'STATION IS LOCATED 6.8 MILES AIRLINE, AND 7.4 MILES BY ROAD
 OS0094'WEST OF CLEARFIELD, ON THE SOUTHEASTERN ONE OF A GROUP OF
 OS0094'THREE PROMINENT BUTTES, 0.25 MILE NORTH OF SECTION LINE, 0.2
 OS0094'MILE EAST OF NORTH-SOUTH ROAD, 0.25 MILE WEST OF SMALL POND.
 OS0094'THE STATION MARK IS 40 FEET SOUTH OF THE NORTH BRINK OF BUTTE,
 OS0094'AND PROJECTS 3 INCHES.
 OS0094'
 OS0094'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, ON EAST SLOPE
 OS0094'OF BUTTE.  THE MARK PROJECTS 3 INCHES.
 OS0094'
 OS0094'REFERENCE MARK NO. 2 IS NORTH OF STATION, 8 FEET SOUTH OF
 OS0094'NORTH BRINK OF BUTTE.  THE MARK PROJECTS 3 INCHES.  THE
 OS0094'DISTANCE BETWEEN THE REFERENCE MARKS IS 59.49 FEET.
 OS0094'
 OS0094'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION IN SOUTHEAST
 OS0094'ANGLE OF CROSSROADS, IN FENCE LINE, 3 FEET EAST OF FENCE
 OS0094'POST AT NORTHWEST CORNER OF FIELD.  THE MARK PROJECTS 4
 OS0094'INCHES.
 OS0094'
 OS0094'TO REACH THE STATION FROM CLEARFIELD POST OFFICE GO WEST
 OS0094'ON DIRT ROAD FOR 7.0 MILES TO CROSSROADS, THENCE NORTH FOR
 OS0094'0.4 MILE.  TURN EAST THROUGH FENCE AND BEAR SOUTHEAST FOR
 OS0094'0.2 MILE TO NORTH END OF SOUTHEAST BUTTE AND STATION.
 OS0094'
 OS0094'SIGNALS SHOWN FROM THE GROUND AT HANSEN, MOORE, BARNETT AND
 OS0094'BOYD ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OS0094'
 OS0094'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0094'BRONZE DISKS SET AS DESCRIBED.
 OS0094
 OS0094                          STATION RECOVERY (1946)
 OS0094
 OS0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OS0094'5.9 MI NW FROM KEYAPAHA.
 OS0094'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0094'KEYAPAHA, THENCE 4.4 MILES NORTH ALONG A DIRT ROAD, AND ON THE
 OS0094'TOP OF THE SOUTHERN-MOST OF TWO HIGH HILLS, ABOUT 300 YARDS EAST
 OS0094'OF THE ROAD, 40 FEET SOUTH OF THE POINT WHERE HILL SLOPES
 OS0094'STEEPLY TO THE NORTH, A BRONZE DISC SET IN THE TOP OF A CONCRETE
 OS0094'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 OS0094'CLEARFIELD 1936.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0096 ***********************************************************************
 OS0096  DESIGNATION -  CLEARFIELD AZ MK
 OS0096  PID         -  OS0096
 OS0096  STATE/COUNTY-  SD/TRIPP
 OS0096  COUNTRY     -  US
 OS0096  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0096
 OS0096                         *CURRENT SURVEY CONTROL
 OS0096  ______________________________________________________________________
 OS0096* NAD 83(1986) POSITION- 43 10 12.     (N) 100 09 57.     (W)   SCALED
 OS0096* NAVD 88 ORTHO HEIGHT -   728.493 (meters)     2390.06  (feet) ADJUSTED
 OS0096  ______________________________________________________________________
 OS0096  GEOID HEIGHT    -        -23.932 (meters)                     GEOID18
 OS0096  DYNAMIC HEIGHT  -        728.213 (meters)     2389.15  (feet) COMP
 OS0096  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 OS0096
 OS0096  VERT ORDER      -  SECOND    CLASS 0
 OS0096
 OS0096.The horizontal coordinates were scaled from a map and have
 OS0096.an estimated accuracy of +/- 6 seconds.
 OS0096
 OS0096.The orthometric height was determined by differential leveling and
 OS0096.adjusted by the NATIONAL GEODETIC SURVEY
 OS0096.in June 1991.
 OS0096
 OS0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0096.GEOID18 height accuracy estimate available here.
 OS0096
 OS0096.Click photographs - Photos may exist for this station.
 OS0096
 OS0096.The dynamic height is computed by dividing the NAVD 88
 OS0096.geopotential number by the normal gravity value computed on the
 OS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0096.degrees latitude (g = 980.6199 gals.).
 OS0096
 OS0096.The modeled gravity was interpolated from observed gravity values.
 OS0096
 OS0096;                    North         East    Units  Estimated Accuracy
 OS0096;SPC SD S     -    92,960.      613,620.      MT  (+/- 180 meters Scaled)
 OS0096
 OS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN052803(NAD 83)
 OS0096
 OS0096                          SUPERSEDED SURVEY CONTROL
 OS0096
 OS0096  NGVD 29 (??/??/92)  728.150  (m)         2388.94   (f) ADJ UNCH    2 0
 OS0096
 OS0096.Superseded values are not recommended for survey control.
 OS0096
 OS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0096.See file dsdata.pdf to determine how the superseded data were derived.
 OS0096
 OS0096_MARKER: DB = BENCH MARK DISK
 OS0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0096_STAMPING: CLEAFIELD 1936
 OS0096_MARK LOGO: CGS
 OS0096_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0096+STABILITY: SURFACE MOTION
 OS0096
 OS0096  HISTORY     - Date     Condition        Report By
 OS0096  HISTORY     - 1936     MONUMENTED       CGS
 OS0096  HISTORY     - 1946     GOOD             CGS
 OS0096
 OS0096                          STATION DESCRIPTION
 OS0096
 OS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0096'5.5 MI NW FROM KEYAPAHA.
 OS0096'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0096'KEYAPAHA, THENCE 4.0 MILES NORTH ALONG A DIRT ROAD, AND AT A
 OS0096'ROAD INTERSECTION, 35 FEET EAST OF AND ABOUT LEVEL WITH THE
 OS0096'CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE
 OS0096'CENTER LINE OF THE EAST-WEST ROAD, 2 FEET EAST OF THE
 OS0096'RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER
 OS0096'POST.  PROJECTS 3 INCHES ABOVE THE GROUND.  STAMPED CLEARFIELD
 OS0096'1936.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0093 ***********************************************************************
 OS0093  DESIGNATION -  CLEARFIELD RM 1
 OS0093  PID         -  OS0093
 OS0093  STATE/COUNTY-  SD/TRIPP
 OS0093  COUNTRY     -  US
 OS0093  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0093
 OS0093                         *CURRENT SURVEY CONTROL
 OS0093  ______________________________________________________________________
 OS0093* NAD 83(1986) POSITION- 43 10 23.86   (N) 100 09 49.85   (W)   HD_HELD1
 OS0093* NAVD 88 ORTHO HEIGHT -   790.354 (meters)     2593.02  (feet) ADJUSTED
 OS0093  ______________________________________________________________________
 OS0093  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 OS0093  DYNAMIC HEIGHT  -        790.052 (meters)     2592.03  (feet) COMP
 OS0093  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 OS0093
 OS0093  VERT ORDER      -  SECOND    CLASS 0
 OS0093
 OS0093.The horizontal coordinates were determined by differentially corrected
 OS0093.hand held GPS observations or other comparable positioning techniques
 OS0093.and have an estimated accuracy of +/- 3 meters.
 OS0093
 OS0093.The orthometric height was determined by differential leveling and
 OS0093.adjusted by the NATIONAL GEODETIC SURVEY
 OS0093.in June 1991.
 OS0093
 OS0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0093.GEOID18 height accuracy estimate available here.
 OS0093
 OS0093.Click photographs - Photos may exist for this station.
 OS0093
 OS0093.The dynamic height is computed by dividing the NAVD 88
 OS0093.geopotential number by the normal gravity value computed on the
 OS0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0093.degrees latitude (g = 980.6199 gals.).
 OS0093
 OS0093.The modeled gravity was interpolated from observed gravity values.
 OS0093
 OS0093;                    North         East    Units  Estimated Accuracy
 OS0093;SPC SD S     -    93,326.3     613,780.3     MT  (+/- 3 meters HH1 GPS) 
 OS0093
 OS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0540380716(NAD 83)
 OS0093
 OS0093                          SUPERSEDED SURVEY CONTROL
 OS0093
 OS0093  NGVD 29 (??/??/92)  790.015  (m)         2591.91   (f) ADJ UNCH    2 0
 OS0093
 OS0093.Superseded values are not recommended for survey control.
 OS0093
 OS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0093.See file dsdata.pdf to determine how the superseded data were derived.
 OS0093
 OS0093_MARKER: DR = REFERENCE MARK DISK
 OS0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0093_STAMPING: CLEARFIELD NO 1 1936
 OS0093_MARK LOGO: CGS
 OS0093_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0093+STABILITY: SURFACE MOTION
 OS0093
 OS0093  HISTORY     - Date     Condition        Report By
 OS0093  HISTORY     - 1936     MONUMENTED       CGS
 OS0093  HISTORY     - 1946     GOOD             CGS
 OS0093
 OS0093                          STATION DESCRIPTION
 OS0093
 OS0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0093'5.9 MI NW FROM KEYAPAHA.
 OS0093'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0093'KEYAPAHA, THENCE 4.4 MILES NORTH ALONG A DIRT ROAD, AND ON THE
 OS0093'TOP OF THE SOUTHERN-MOST OF TWO HIGH HILLS, ABOUT 300 YARDS
 OS0093'EAST OF THE ROAD, 33 FEET EAST OF THE STATION MARK WHICH IS ON
 OS0093'THE HIGHEST POINT OF THE HILL.  A BRONZE REFERENCE MARK SET IN
 OS0093'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 OS0093'GROUND.  STAMPED CLEARFIELD NO 1 1936.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0095 ***********************************************************************
 OS0095  DESIGNATION -  CLEARFIELD RM 2
 OS0095  PID         -  OS0095
 OS0095  STATE/COUNTY-  SD/TRIPP
 OS0095  COUNTRY     -  US
 OS0095  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0095
 OS0095                         *CURRENT SURVEY CONTROL
 OS0095  ______________________________________________________________________
 OS0095* NAD 83(1986) POSITION- 43 10 24.28   (N) 100 09 50.40   (W)   HD_HELD1
 OS0095* NAVD 88 ORTHO HEIGHT -   791.210 (meters)     2595.83  (feet) ADJUSTED
 OS0095  ______________________________________________________________________
 OS0095  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 OS0095  DYNAMIC HEIGHT  -        790.907 (meters)     2594.83  (feet) COMP
 OS0095  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 OS0095
 OS0095  VERT ORDER      -  SECOND    CLASS 0
 OS0095
 OS0095.The horizontal coordinates were determined by differentially corrected
 OS0095.hand held GPS observations or other comparable positioning techniques
 OS0095.and have an estimated accuracy of +/- 3 meters.
 OS0095
 OS0095.The orthometric height was determined by differential leveling and
 OS0095.adjusted by the NATIONAL GEODETIC SURVEY
 OS0095.in June 1991.
 OS0095
 OS0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0095.GEOID18 height accuracy estimate available here.
 OS0095
 OS0095.Click photographs - Photos may exist for this station.
 OS0095
 OS0095.The dynamic height is computed by dividing the NAVD 88
 OS0095.geopotential number by the normal gravity value computed on the
 OS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0095.degrees latitude (g = 980.6199 gals.).
 OS0095
 OS0095.The modeled gravity was interpolated from observed gravity values.
 OS0095
 OS0095;                    North         East    Units  Estimated Accuracy
 OS0095;SPC SD S     -    93,339.2     613,767.8     MT  (+/- 3 meters HH1 GPS) 
 OS0095
 OS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0539180729(NAD 83)
 OS0095
 OS0095                          SUPERSEDED SURVEY CONTROL
 OS0095
 OS0095  NGVD 29 (??/??/92)  790.870  (m)         2594.71   (f) ADJ UNCH    2 0
 OS0095
 OS0095.Superseded values are not recommended for survey control.
 OS0095
 OS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0095.See file dsdata.pdf to determine how the superseded data were derived.
 OS0095
 OS0095_MARKER: DR = REFERENCE MARK DISK
 OS0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0095_STAMPING: CLEARFIELD NO 2 1936
 OS0095_MARK LOGO: CGS
 OS0095_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0095+STABILITY: SURFACE MOTION
 OS0095
 OS0095  HISTORY     - Date     Condition        Report By
 OS0095  HISTORY     - 1936     MONUMENTED       CGS
 OS0095  HISTORY     - 1946     GOOD             CGS
 OS0095
 OS0095                          STATION DESCRIPTION
 OS0095
 OS0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0095'5.9 MI NW FROM KEYAPAHA.
 OS0095'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0095'KEYAPAHA, THENCE 4.4 MILES NORTH ALONG A DIRT ROAD, AND ON THE
 OS0095'TOP OF THE SOUTHERN-MOST OF TWO HIGH HILLS, ABOUT 300 YARDS EAST
 OS0095'OF THE ROAD, 30 FEET NORTH OF THE STATION MARK WHICH IS ON THE
 OS0095'HIGHEST POINT OF THE HILL.  A BRONZE DISC SET IN THE TOP OF A
 OS0095'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  STAMPED
 OS0095'CLEARFIELD NO 2 1936.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0899 ***********************************************************************
 QS0899  DESIGNATION -  CLICK
 QS0899  PID         -  QS0899
 QS0899  STATE/COUNTY-  SD/DEWEY
 QS0899  COUNTRY     -  US
 QS0899  USGS QUAD   -  ISABEL (2017)
 QS0899
 QS0899                         *CURRENT SURVEY CONTROL
 QS0899  ______________________________________________________________________
 QS0899* NAD 83(1996) POSITION- 45 27 23.03151(N) 101 25 45.32921(W)   ADJUSTED
 QS0899* NAVD 88 ORTHO HEIGHT -   704.    (meters)     2310.    (feet) SCALED
 QS0899  ______________________________________________________________________
 QS0899  GEOID HEIGHT    -        -20.478 (meters)                     GEOID18
 QS0899  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 QS0899  HORZ ORDER      -  THIRD
 QS0899
 QS0899.The horizontal coordinates were established by classical geodetic methods
 QS0899.and adjusted by the National Geodetic Survey in January 1998.
 QS0899
 QS0899.The orthometric height was scaled from a topographic map.
 QS0899
 QS0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0899.GEOID18 height accuracy estimate available here.
 QS0899
 QS0899.Click photographs - Photos may exist for this station.
 QS0899
 QS0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0899
 QS0899. The following values were computed from the NAD 83(1996) position.
 QS0899
 QS0899;                    North         East     Units Scale Factor Converg.
 QS0899;SPC SD N     -   181,349.042   488,215.585   MT  0.99996410   -1 00 41.5
 QS0899;SPC SD N     -   594,975.98  1,601,753.97   sFT  0.99996410   -1 00 41.5
 QS0899;UTM  14      - 5,036,523.041   310,064.232   MT  1.00004357   -1 43 54.8
 QS0899
 QS0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0899!SPC SD N     -   0.99989278  x   0.99996410  =   0.99985688
 QS0899!UTM  14      -   0.99989278  x   1.00004357  =   0.99993634
 QS0899
 QS0899:                Primary Azimuth Mark                     Grid Az
 QS0899:SPC SD N     -  CLICK 2 AZ MK                            183 46 22.6
 QS0899:UTM  14      -  CLICK 2 AZ MK                            184 29 35.9
 QS0899
 QS0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1006436523(NAD 83)
 QS0899
 QS0899|---------------------------------------------------------------------|
 QS0899| PID    Reference Object                     Distance      Geod. Az  |
 QS0899|                                                           dddmmss.s |
 QS0899| QS0456 Y 19                                210.268 METERS 00256     |
 QS0899| QS0653 CLICK 2                              26.576 METERS 09058     |
 QS0899| CQ8109 CLICK AZ MK                                        1812506.3 |
 QS0899| CQ8111 CLICK 2 AZ MK                                      1824541.1 |
 QS0899| CQ8110 CLICK RM 2                           23.997 METERS 27040     |
 QS0899|---------------------------------------------------------------------|
 QS0899
 QS0899                          SUPERSEDED SURVEY CONTROL
 QS0899
 QS0899  NAD 83(1986)-  45 27 23.02366(N)    101 25 45.32628(W) AD(       ) 3
 QS0899  NAD 27      -  45 27 23.07700(N)    101 25 43.80000(W) AD(       ) 3
 QS0899
 QS0899.Superseded values are not recommended for survey control.
 QS0899
 QS0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0899.See file dsdata.pdf to determine how the superseded data were derived.
 QS0899
 QS0899_MARKER: DS = TRIANGULATION STATION DISK
 QS0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0899_STAMPING: CLICK 1952
 QS0899_MARK LOGO: CGS
 QS0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0899+STABILITY: SURFACE MOTION
 QS0899
 QS0899  HISTORY     - Date     Condition        Report By
 QS0899  HISTORY     - 1952     MONUMENTED       CGS
 QS0899  HISTORY     - 1961     SEE DESCRIPTION  CGS
 QS0899
 QS0899                          STATION DESCRIPTION
 QS0899
 QS0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0899'THE STATION IS IN SECTION 9, T 17 N, R 22 E, ABOUT 6-1/2
 QS0899'MILES WEST AND 2 MILES NORTH OF FIRESTEEL, 4-1/4 MILES NORTH OF
 QS0899'ISABEL, 39 FEET EAST OF THE CENTER OF STATE HIGHWAY 65, 14
 QS0899'FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH WITNESS POST AND 5 FEET
 QS0899'EAST OF A WIRE FENCE.
 QS0899'
 QS0899'TO REACH THE STATION FROM THE POST OFFICE IN ISABEL, GO NORTH
 QS0899'ON MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 8
 QS0899'AND STATE HIGHWAY 65, GO STRAIGHT AHEAD ON STATE HIGHWAY 65
 QS0899'FOR 3.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH
 QS0899'FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 QS0899'
 QS0899'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0899'CLICK 1952.
 QS0899'
 QS0899'REFERENCE MARK 1 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 QS0899'BENCH MARK DISK SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST,
 QS0899'IT IS 74 FEET EAST OF THE CENTER OF THE HIGHWAY, 39 FEET EAST
 QS0899'OF A FENCE CORNER AND 34 FEET NORTH OF THE CENTER OF A GRADED
 QS0899'DIRT ROAD.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 QS0899'Y 19 1933.
 QS0899'
 QS0899'REFERENCE MARK 2 IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY.
 QS0899'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED CLICK
 QS0899'NO 2 1952.
 QS0899'
 QS0899'THE AZIMUTH MARK IS 37 FEET WEST OF THE CENTER OF THE HIGHWAY
 QS0899'AND 3 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST.  THE MARK
 QS0899'PROJECTS 6 INCHES AND THE DISK IS STAMPED CLICK 1952.
 QS0899'
 QS0899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0899
 QS0899                          STATION RECOVERY (1961)
 QS0899
 QS0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 QS0899'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 QS0899'GOOD CONDITION.  A REQUEST WAS RECEIVED FROM THE SOUTH DAKOTA
 QS0899'STATE HIGHWAY DEPARTMENT TO MOVE ALL OF THE MARKS AT THIS
 QS0899'STATION AS THEY WERE IN THE WAY OF HIGHWAY IMPROVEMENT.  THE
 QS0899'STATION WAS MOVED 87.187 FEET EAST OF ITS ORIGINAL POSITION.
 QS0899'FOR DETAILS SEE DESCRIPTION FOR STATION CLICK 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0653 ***********************************************************************
 QS0653  DESIGNATION -  CLICK 2
 QS0653  PID         -  QS0653
 QS0653  STATE/COUNTY-  SD/DEWEY
 QS0653  COUNTRY     -  US
 QS0653  USGS QUAD   -  ISABEL (2017)
 QS0653
 QS0653                         *CURRENT SURVEY CONTROL
 QS0653  ______________________________________________________________________
 QS0653* NAD 83(1996) POSITION- 45 27 23.01701(N) 101 25 44.10622(W)   NO CHECK
 QS0653* NAVD 88 ORTHO HEIGHT -   709.119 (meters)     2326.50  (feet) ADJUSTED
 QS0653  ______________________________________________________________________
 QS0653  GEOID HEIGHT    -        -20.479 (meters)                     GEOID18
 QS0653  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 QS0653  DYNAMIC HEIGHT  -        709.017 (meters)     2326.17  (feet) COMP
 QS0653  MODELED GRAVITY -    980,449.6   (mgal)                       NAVD 88
 QS0653
 QS0653  HORZ ORDER      -  THIRD
 QS0653  VERT ORDER      -  FIRST     CLASS II
 QS0653
 QS0653.The horizontal coordinates were established by classical geodetic methods
 QS0653.and adjusted by the National Geodetic Survey in January 1998.
 QS0653
 QS0653.No horizontal observational check was made to the station.
 QS0653
 QS0653.The orthometric height was determined by differential leveling and
 QS0653.adjusted by the NATIONAL GEODETIC SURVEY
 QS0653.in June 1991.
 QS0653
 QS0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0653.GEOID18 height accuracy estimate available here.
 QS0653
 QS0653.Click photographs - Photos may exist for this station.
 QS0653
 QS0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0653
 QS0653.The dynamic height is computed by dividing the NAVD 88
 QS0653.geopotential number by the normal gravity value computed on the
 QS0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0653.degrees latitude (g = 980.6199 gals.).
 QS0653
 QS0653.The modeled gravity was interpolated from observed gravity values.
 QS0653
 QS0653. The following values were computed from the NAD 83(1996) position.
 QS0653
 QS0653;                    North         East     Units Scale Factor Converg.
 QS0653;SPC SD N     -   181,348.125   488,242.145   MT  0.99996410   -1 00 40.7
 QS0653;SPC SD N     -   594,972.97  1,601,841.10   sFT  0.99996410   -1 00 40.7
 QS0653;UTM  14      - 5,036,521.790   310,090.779   MT  1.00004344   -1 43 53.9
 QS0653
 QS0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0653!SPC SD N     -   0.99989205  x   0.99996410  =   0.99985615
 QS0653!UTM  14      -   0.99989205  x   1.00004344  =   0.99993548
 QS0653
 QS0653:                Primary Azimuth Mark                     Grid Az
 QS0653:SPC SD N     -  CLICK 2 AZ MK                            185 24 56.6
 QS0653:UTM  14      -  CLICK 2 AZ MK                            186 08 09.8
 QS0653
 QS0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1009036521(NAD 83)
 QS0653
 QS0653|---------------------------------------------------------------------|
 QS0653| PID    Reference Object                     Distance      Geod. Az  |
 QS0653|                                                           dddmmss.s |
 QS0653| CQ8109 CLICK AZ MK                                        1830332.0 |
 QS0653| CQ8111 CLICK 2 AZ MK                                      1842415.9 |
 QS0653| CQ8112 CLICK 2 RM 3                         87.514 METERS 18535     |
 QS0653| QS0899 CLICK                                26.576 METERS 27058     |
 QS0653| QS0457 Y 19 RESET                          135.664 METERS 35623     |
 QS0653|---------------------------------------------------------------------|
 QS0653
 QS0653                          SUPERSEDED SURVEY CONTROL
 QS0653
 QS0653  NAD 83(1986)-  45 27 23.00916(N)    101 25 44.10329(W) AD(       ) 3
 QS0653  NAD 27      -  45 27 23.06200(N)    101 25 42.57700(W) AD(       ) 3
 QS0653
 QS0653.Superseded values are not recommended for survey control.
 QS0653
 QS0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0653.See file dsdata.pdf to determine how the superseded data were derived.
 QS0653
 QS0653_MARKER: DS = TRIANGULATION STATION DISK
 QS0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0653_STAMPING: CLICK 2 1961
 QS0653_MARK LOGO: CGS
 QS0653_PROJECTION: RECESSED 18 CENTIMETERS
 QS0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0653+STABILITY: SURFACE MOTION
 QS0653
 QS0653  HISTORY     - Date     Condition        Report By
 QS0653  HISTORY     - 1961     MONUMENTED       CGS
 QS0653  HISTORY     - 1985     GOOD             NGS
 QS0653
 QS0653                          STATION DESCRIPTION
 QS0653
 QS0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 QS0653'THE STATION IS IN SECTION 9, T. 17 N., R. 22 E., ABOUT 6-1/2
 QS0653'MILES WEST AND 2 MILES NORTH OF FIRESTEEL, ABOUT 4-1/4 MILES
 QS0653'NORTH OF ISABEL, 126.5 FEET EAST OF THE CENTERLINE
 QS0653'OF STATE HIGHWAY 65, 1 FOOT NORTH OF A STEEL POST PROJECTING
 QS0653'ABOUT 3 FEET AND IS ABOUT 10 INCHES BELOW THE SURFACE OF THE
 QS0653'GROUND.
 QS0653'
 QS0653'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 99 FEET WEST
 QS0653'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A FENCE.
 QS0653'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 QS0653'CLICK 2 NO 3 1961.
 QS0653'
 QS0653'R.M. NO. 4 (B.M. Y 19 RESET) IS NORTH-NORTHWEST OF THE STATION,
 QS0653'215 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 99 FEET
 QS0653'EAST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET SOUTHWEST
 QS0653'OF A STEEL POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 QS0653'4 INCHES AND THE DISK IS STAMPED Y 19 RESET 1961.
 QS0653'
 QS0653'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION,
 QS0653'110 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTH
 QS0653'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QS0653'IS STAMPED CLICK 2 1961.
 QS0653'
 QS0653'TO REACH THE STATION FROM ISABEL, FROM THE POST OFFICE, GO
 QS0653'NORTH ON MAIN STREET AND STATE HIGHWAY 65 FOR 3.8 MILES TO THE
 QS0653'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON THE HIGHWAY FOR
 QS0653'0.6 MILE TO TOP OF HILL AND STATION ON RIGHT AS DESCRIBED.
 QS0653
 QS0653                          STATION RECOVERY (1985)
 QS0653
 QS0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0653'7.0 KM (4.35 MI) NORTH FROM ISABEL.
 QS0653'7.0 KM (4.35 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0653'ISABEL, 0.16 KM (0.1 MI) SOUTH OF A CROSS ROADS, NEAR THE WEST EDGE OF
 QS0653'A PASTURE AND ON TOP OF A CUT, 38.6 METERS (126.6 FT) (SLOPE DISTANT)
 QS0653'EAST OF THE HIGHWAY CENTERLINE AND 8.1 METERS (26.6 FT) EAST OF THE
 QS0653'RIGHT-OF-WAY FENCE.
 QS0653'THE MARK IS 8.1 METERS  E FROM  A WITNESS POST
 QS0653'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0522 ***********************************************************************
 QT0522  DESIGNATION -  CLIP
 QT0522  PID         -  QT0522
 QT0522  STATE/COUNTY-  SD/HARDING
 QT0522  COUNTRY     -  US
 QT0522  USGS QUAD   -  BOG CREEK (2017)
 QT0522
 QT0522                         *CURRENT SURVEY CONTROL
 QT0522  ______________________________________________________________________
 QT0522* NAD 83(1996) POSITION- 45 25 48.51633(N) 103 41 31.60376(W)   ADJUSTED
 QT0522* NAVD 88 ORTHO HEIGHT -  1083.    (meters)     3553.    (feet) SCALED
 QT0522  ______________________________________________________________________
 QT0522  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 QT0522  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 QT0522  HORZ ORDER      -  THIRD
 QT0522
 QT0522.The horizontal coordinates were established by classical geodetic methods
 QT0522.and adjusted by the National Geodetic Survey in January 1998.
 QT0522
 QT0522.The orthometric height was scaled from a topographic map.
 QT0522
 QT0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0522.GEOID18 height accuracy estimate available here.
 QT0522
 QT0522.Click photographs - Photos may exist for this station.
 QT0522
 QT0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0522
 QT0522. The following values were computed from the NAD 83(1996) position.
 QT0522
 QT0522;                    North         East     Units Scale Factor Converg.
 QT0522;SPC SD N     -   184,031.460   311,186.458   MT  0.99996096   -2 36 47.0
 QT0522;SPC SD N     -   603,776.55  1,020,950.90   sFT  0.99996096   -2 36 47.0
 QT0522;UTM  13      - 5,031,567.612   602,307.254   MT  0.99972869   +0 55 54.5
 QT0522
 QT0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0522!SPC SD N     -   0.99983282  x   0.99996096  =   0.99979379
 QT0522!UTM  13      -   0.99983282  x   0.99972869  =   0.99956155
 QT0522
 QT0522:                Primary Azimuth Mark                     Grid Az
 QT0522:SPC SD N     -  CLIP AZ MK                               141 45 16.0
 QT0522:UTM  13      -  CLIP AZ MK                               138 12 34.5
 QT0522
 QT0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0230731567(NAD 83)
 QT0522
 QT0522|---------------------------------------------------------------------|
 QT0522| PID    Reference Object                     Distance      Geod. Az  |
 QT0522|                                                           dddmmss.s |
 QT0522| CQ8115 CLIP RM 2                             8.699 METERS 00809     |
 QT0522| CQ8113 CLIP AZ MK                                         1390829.0 |
 QT0522| CQ8114 CLIP RM 1                             9.386 METERS 28330     |
 QT0522|---------------------------------------------------------------------|
 QT0522
 QT0522                          SUPERSEDED SURVEY CONTROL
 QT0522
 QT0522  NAD 83(1993)-  45 25 48.50822(N)    103 41 31.59938(W) AD(       ) 3
 QT0522  NAD 83(1986)-  45 25 48.50497(N)    103 41 31.59495(W) AD(       ) 3
 QT0522  NAD 27      -  45 25 48.51800(N)    103 41 29.87800(W) AD(       ) 3
 QT0522
 QT0522.Superseded values are not recommended for survey control.
 QT0522
 QT0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0522.See file dsdata.pdf to determine how the superseded data were derived.
 QT0522
 QT0522_MARKER: DS = TRIANGULATION STATION DISK
 QT0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0522_STAMPING: CLIP 1952
 QT0522_MARK LOGO: CGS
 QT0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0522+STABILITY: SURFACE MOTION
 QT0522
 QT0522  HISTORY     - Date     Condition        Report By
 QT0522  HISTORY     - 1952     MONUMENTED       CGS
 QT0522
 QT0522                          STATION DESCRIPTION
 QT0522
 QT0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0522'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF BUFFALO,
 QT0522'IN THE NORTHEAST 1/4 OF SECTION 24, T 17 N, R 3 E, AT THE
 QT0522'SOUTHEASTERLY END OF A HIGH RIDGE OVERLOOKING BADLANDS TO THE
 QT0522'EAST, ABOUT 100 YARDS NORTHERLY OF A GRADED DIRT ROAD, 33 FEET
 QT0522'WEST OF A STEEP BLUFF, 9 FEET NORTH OF A STEEP BLUFF, AND 5 FEET
 QT0522'NORTH OF A 4 IN X 4 IN WITNESS POST.
 QT0522'
 QT0522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 8
 QT0522'AND U.S. HIGHWAY NO. 85 ABOUT 1-1/2 MILES SOUTH OF THE BUSINESS
 QT0522'DISTRICT OF BUFFALO, GO SOUTH ON NO. 85 FOR 11.8 MILES.  THEN
 QT0522'RIGHT, WESTERLY, ON A GRADED DIRT ROAD FOR 7.35 MILES TO THE
 QT0522'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWESTERLY FOR 0.45 MILE.
 QT0522'THEN LEAVE THE ROAD, CROSS PASTURE LAND FOR ABOUT 75 YARDS
 QT0522'(EASTERLY) TO THE STATION.
 QT0522'
 QT0522'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0522'CLIP 1952.
 QT0522'
 QT0522'REFERENCE MARK NO. 1 IS 5 FEET NORTH OF THE STEEP BLUFF.  IT
 QT0522'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CLIP NO 1 1952.
 QT0522'
 QT0522'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE STEEP BLUFF.  IT
 QT0522'PROJECTS 8 INCHES, AND THE DISK IS STAMPED CLIP NO 2 1952.
 QT0522'
 QT0522'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF THE GRADED
 QT0522'DIRT ROAD, AND 4.5 FEET NORTHEAST OF A 4 IN X 4 IN WITNESS POST.
 QT0522'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED CLIP 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1008 ***********************************************************************
 PR1008  DESIGNATION -  CLOSE
 PR1008  PID         -  PR1008
 PR1008  STATE/COUNTY-  SD/DEUEL
 PR1008  COUNTRY     -  US
 PR1008  USGS QUAD   -  ESTELLINE SE (2017)
 PR1008
 PR1008                         *CURRENT SURVEY CONTROL
 PR1008  ______________________________________________________________________
 PR1008* NAD 83(1996) POSITION- 44 34 21.45415(N) 096 49 31.17116(W)   ADJUSTED
 PR1008* NAD 83(1996) ELLIP HT-   515.854 (meters)        (06/15/04)   ADJUSTED
 PR1008* NAVD 88 ORTHO HEIGHT -   540.8   (meters)     1774.    (feet) GPS OBS
 PR1008  ______________________________________________________________________
 PR1008  NAVD 88 orthometric height was determined with an earlier geoid model
 PR1008  GEOID HEIGHT    -        -24.998 (meters)                     GEOID18
 PR1008  NAD 83(1996) X  -   -540,903.217 (meters)                     COMP
 PR1008  NAD 83(1996) Y  - -4,519,159.902 (meters)                     COMP
 PR1008  NAD 83(1996) Z  -  4,454,002.863 (meters)                     COMP
 PR1008  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 PR1008  HORZ ORDER      -  SECOND
 PR1008  ELLP ORDER      -  FOURTH    CLASS I
 PR1008
 PR1008.The horizontal coordinates were established by classical geodetic methods
 PR1008.and adjusted by the National Geodetic Survey in June 2004.
 PR1008
 PR1008.The orthometric height was determined by GPS observations and a
 PR1008.high-resolution geoid model.
 PR1008
 PR1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1008.GEOID18 height accuracy estimate available here.
 PR1008
 PR1008.Click photographs - Photos may exist for this station.
 PR1008
 PR1008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1008
 PR1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1008
 PR1008.The ellipsoidal height was determined by GPS observations
 PR1008.and is referenced to NAD 83.
 PR1008
 PR1008. The following values were computed from the NAD 83(1996) position.
 PR1008
 PR1008;                    North         East     Units Scale Factor Converg.
 PR1008;SPC SD N     -    87,095.463   852,095.623   MT  0.99997378   +2 14 48.6
 PR1008;SPC SD N     -   285,745.70  2,795,583.72   sFT  0.99997378   +2 14 48.6
 PR1008;UTM  14      - 4,937,776.641   672,667.674   MT  0.99996665   +1 31 35.7
 PR1008
 PR1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1008!SPC SD N     -   0.99991912  x   0.99997378  =   0.99989291
 PR1008!UTM  14      -   0.99991912  x   0.99996665  =   0.99988578
 PR1008
 PR1008:                Primary Azimuth Mark                     Grid Az
 PR1008:SPC SD N     -  TORONTO MUNICIPAL TANK                   087 53 03.1
 PR1008:UTM  14      -  TORONTO MUNICIPAL TANK                   088 36 16.0
 PR1008
 PR1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7266737776(NAD 83)
 PR1008
 PR1008|---------------------------------------------------------------------|
 PR1008| PID    Reference Object                     Distance      Geod. Az  |
 PR1008|                                                           dddmmss.s |
 PR1008| PR0999 TORONTO MUNICIPAL TANK              APPROX.14.5 KM 0900751.7 |
 PR1008| CO7917 CLOSE RM 2                           30.642 METERS 17145     |
 PR1008| CO7916 CLOSE RM 1                           21.811 METERS 26952     |
 PR1008|---------------------------------------------------------------------|
 PR1008
 PR1008                          SUPERSEDED SURVEY CONTROL
 PR1008
 PR1008  NAD 83(1996)-  44 34 21.45191(N)    096 49 31.17335(W) AD(       ) 2
 PR1008  ELLIP H (01/23/98)  515.675  (m)                       GP(       ) 4 1
 PR1008  NAD 83(1986)-  44 34 21.44734(N)    096 49 31.14650(W) AD(       ) 2
 PR1008  NAD 27      -  44 34 21.57158(N)    096 49 29.93157(W) AD(       ) 2
 PR1008  NGVD 29 (01/19/94)  540.4    (m)  GEOID93  model used  GPS OBS        
 PR1008
 PR1008.Superseded values are not recommended for survey control.
 PR1008
 PR1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1008.See file dsdata.pdf to determine how the superseded data were derived.
 PR1008
 PR1008_MARKER: DD = SURVEY DISK
 PR1008_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR1008+WITH SETTING: INFORMATION.
 PR1008_STAMPING: ET CLOSE 1968
 PR1008_MARK LOGO: USGS
 PR1008_PROJECTION: FLUSH
 PR1008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1008+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1992
 PR1008
 PR1008  HISTORY     - Date     Condition        Report By
 PR1008  HISTORY     - 1968     MONUMENTED       USGS
 PR1008  HISTORY     - 1968     GOOD             USGS
 PR1008  HISTORY     - 19921024 GOOD             NGS
 PR1008  HISTORY     - 20230920 MARK NOT FOUND   SDDT
 PR1008
 PR1008                          STATION DESCRIPTION
 PR1008
 PR1008'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LLA)
 PR1008'THE STATION IS LOCATED ABOUT 3.7 MI EAST OF THE TOWN OF ESTELLINE AND
 PR1008'ABOUT 9.0 MI WEST OF THE TOWN OF TORONTO, NEAR THE NORTHWEST COR. OF
 PR1008'SEC. 28, T113N, R50W.
 PR1008'
 PR1008'TO REACH FROM THE RR. CROSSING AT STATE HWY. 28, NEAR THE WEST EDGE OF
 PR1008'THE TOWN OF ESTELLINE, GO EAST 3.8 MI TO THE STATION ON THE RIGHT
 PR1008'(SOUTH).
 PR1008'
 PR1008'STATION IS 46.8 FT SOUTH OF STATE HWY. 28 AND 2.8 FT NORTH OF E-W
 PR1008'RIGHT-OF-WAY FENCE, 13.3 FT WEST OF N-S FENCE, 2.5 FT NORTH OF USGS
 PR1008'WITNESS POST AND STAMPED ET CLOSE 1968.
 PR1008'
 PR1008'REFERENCE MARK NO. 1 IS WEST OF STATION, 47.4 FT SOUTH OF STATE HWY.
 PR1008'28, 2.1 FT NORTH OF E-W FENCE, AND IS STAMPED CLOSE NO. 1 1968.
 PR1008'
 PR1008'REFERENCE MARK NO. 2 IS 95.5 FT SOUTH OF RIGHT-OF-WAY FENCE, 2.2 FT
 PR1008'EAST OF N-S SEC. LINE FENCE, AND IS STAMPED CLOSE NO. 2 1968.
 PR1008'
 PR1008'NO AZIMUTH MARK WAS SET.  STATIONS ET ROW AND LARRY ARE GROUND
 PR1008'VISIBLE.  DIRECTION WAS OBSERVED TO TORONTO MWT.
 PR1008'
 PR1008'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS, SET FLUSH
 PR1008'WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE FILLED WITH GRAVEL.
 PR1008
 PR1008                          STATION RECOVERY (1968)
 PR1008
 PR1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR1008'RECOVERED IN GOOD CONDITION.
 PR1008
 PR1008                          STATION RECOVERY (1992)
 PR1008
 PR1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR1008'THE STATION IS LOCATED 4.0 MI (6.44 KM) EAST OF THE TOWN OF ESTELLINE,
 PR1008'SD NEAR THE WEST END OF FIELD ENTRANCES AT SOUTH SIDE OF HIGHWAY 28
 PR1008'ABOUT 3 MI (4.83 KM) WEST OF INTERSTATE HIGHWAY 29 ABOUT 15 MI
 PR1008'(24.14 KM) NORTH OF BROOKINGS, SD.
 PR1008'
 PR1008'TO REACH THE STATION FROM BROOKINGS, SD GO NORTH ON INTERSTATE HIGHWAY
 PR1008'29 ABOUT 17 MI (27.36 KM) TO THE TORONTO AND ESTELLINE EXIT (EXIT
 PR1008'150). EXIT WEST ON STATE HIGHWAY 28 TOWARD ESTELLINE.  FROM THE CENTER
 PR1008'OF THE BRIDGE OVER THE INTERSTATE HIGHWAY PROCEED WEST 3.2 MI
 PR1008'(5.15 KM) TO A RISE, FIELD ENTRANCES AND STATION ON THE LEFT (SOUTH).
 PR1008'ALTERNATIVELY, FROM THE ABANDONED RAILROAD CROSSING NEAR WEST END OF
 PR1008'ESTELLINE, SD PROCEED EAST ON HIGHWAY 28 TO A RISE 4.0 MI (6.44 KM)
 PR1008'EAST AND THE STATION ON THE RIGHT (SOUTH).
 PR1008'
 PR1008'THE STATION IS 14.2 M (46.59 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 PR1008'28, 2.6 M (8.53 FT) EAST OF THE WEST GATEPOST OF THE WEST FIELD
 PR1008'ENTRANCE, 4.0 M (13.12 FT) WEST OF THE CORNER POST OF NORTH-SOUTH AND
 PR1008'EAST-WEST FENCES, 6.85 M (22.47 FT) EAST-NORTHEAST OF A POWER POLE AND
 PR1008'1.2 M (3.94 FT) NORTH OF THE FENCE ENTRANCE GATE.  IT IS A USGS DISK
 PR1008'STAMPED ET CLOSE 1968 CRIMPED TO THE TOP OF A ROD INSIDE A CLAY PIPE
 PR1008'ABOUT 0.2 M (0.66 FT) BELOW SURFACE.
 PR1008
 PR1008                          STATION RECOVERY (2023)
 PR1008
 PR1008'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 PR1008'THERE IS NO SURFACE EVIDENCE OF THE BENCH MARK, APPROXIMATELY 10 FT
 PR1008'(3.0 M) EAST OF THE MARK WHERE THE NS AND EW FENCE MEETS, BETWEEN
 PR1008'FIELD GATES, THERE IS A SD DOT CONTROL POINT (REBAR AND CAP).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0932 ***********************************************************************
 PU0932  DESIGNATION -  CLOUGH
 PU0932  PID         -  PU0932
 PU0932  STATE/COUNTY-  SD/MEADE
 PU0932  COUNTRY     -  US
 PU0932  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0932
 PU0932                         *CURRENT SURVEY CONTROL
 PU0932  ______________________________________________________________________
 PU0932* NAD 83(1996) POSITION- 44 33 39.53889(N) 102 45 06.65968(W)   ADJUSTED
 PU0932* NAVD 88 ORTHO HEIGHT -   871.942 (meters)     2860.70  (feet) ADJUSTED
 PU0932  ______________________________________________________________________
 PU0932  GEOID HEIGHT    -        -17.973 (meters)                     GEOID18
 PU0932  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 PU0932  DYNAMIC HEIGHT  -        871.706 (meters)     2859.92  (feet) COMP
 PU0932  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 PU0932
 PU0932  HORZ ORDER      -  SECOND
 PU0932  VERT ORDER      -  FIRST     CLASS II
 PU0932
 PU0932.The horizontal coordinates were established by classical geodetic methods
 PU0932.and adjusted by the National Geodetic Survey in January 1998.
 PU0932
 PU0932.The orthometric height was determined by differential leveling and
 PU0932.adjusted by the NATIONAL GEODETIC SURVEY
 PU0932.in October 1997.
 PU0932
 PU0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0932.GEOID18 height accuracy estimate available here.
 PU0932
 PU0932.Click photographs - Photos may exist for this station.
 PU0932
 PU0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0932
 PU0932.The dynamic height is computed by dividing the NAVD 88
 PU0932.geopotential number by the normal gravity value computed on the
 PU0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0932.degrees latitude (g = 980.6199 gals.).
 PU0932
 PU0932.The modeled gravity was interpolated from observed gravity values.
 PU0932
 PU0932. The following values were computed from the NAD 83(1996) position.
 PU0932
 PU0932;                    North         East     Units Scale Factor Converg.
 PU0932;SPC SD N     -    84,573.396   381,422.290   MT  0.99997548   -1 56 51.3
 PU0932;SPC SD N     -   277,471.22  1,251,382.96   sFT  0.99997548   -1 56 51.3
 PU0932;UTM  13      - 4,936,641.425   678,537.249   MT  0.99999200   +1 34 40.3
 PU0932
 PU0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0932!SPC SD N     -   0.99986612  x   0.99997548  =   0.99984160
 PU0932!UTM  13      -   0.99986612  x   0.99999200  =   0.99985812
 PU0932
 PU0932:                Primary Azimuth Mark                     Grid Az
 PU0932:SPC SD N     -  CLOUGH AZ MK                             270 33 48.4
 PU0932:UTM  13      -  CLOUGH AZ MK                             267 02 16.8
 PU0932
 PU0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7853736641(NAD 83)
 PU0932
 PU0932|---------------------------------------------------------------------|
 PU0932| PID    Reference Object                     Distance      Geod. Az  |
 PU0932|                                                           dddmmss.s |
 PU0932| PU0931 CLOUGH RM 1                           9.620 METERS 10506     |
 PU0932| PU0936 CLOUGH AZ MK                                       2683657.1 |
 PU0932| PU0933 CLOUGH RM 2                          11.894 METERS 27357     |
 PU0932|---------------------------------------------------------------------|
 PU0932
 PU0932                          SUPERSEDED SURVEY CONTROL
 PU0932
 PU0932  NAD 83(1993)-  44 33 39.53114(N)    102 45 06.65998(W) AD(       ) 2
 PU0932  NAD 83(1986)-  44 33 39.53064(N)    102 45 06.65948(W) AD(       ) 2
 PU0932  NAD 27      -  44 33 39.57880(N)    102 45 05.03910(W) AD(       ) 2
 PU0932  NAVD 88 (06/15/91)  871.900  (m)         2860.56   (f) SUPERSEDED  1 2
 PU0932  NGVD 29 (??/??/92)  871.426  (m)         2859.00   (f) ADJ UNCH    1 2
 PU0932  NGVD 29             871.43   (m)         2859.0    (f) LEVELING    3  
 PU0932
 PU0932.Superseded values are not recommended for survey control.
 PU0932
 PU0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0932.See file dsdata.pdf to determine how the superseded data were derived.
 PU0932
 PU0932_MARKER: DS = TRIANGULATION STATION DISK
 PU0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0932_STAMPING: CLOUGH 1950
 PU0932_MARK LOGO: CGS
 PU0932_PROJECTION: FLUSH
 PU0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0932+STABILITY: SURFACE MOTION
 PU0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0932+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 PU0932
 PU0932  HISTORY     - Date     Condition        Report By
 PU0932  HISTORY     - 1950     MONUMENTED       CGS
 PU0932  HISTORY     - 1951     GOOD             CGS
 PU0932  HISTORY     - 1962     GOOD             CGS
 PU0932  HISTORY     - 1962     GOOD             CGS
 PU0932  HISTORY     - 19950524 GOOD             NGS
 PU0932  HISTORY     - 20120508 GOOD             INDIV
 PU0932
 PU0932                          STATION DESCRIPTION
 PU0932
 PU0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0932'THE STATION IS LOCATED ABOUT 4 MILES WEST OF UNION CENTER,
 PU0932'38 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 24, 23 FEET
 PU0932'EAST OF THE CENTER OF AN ENTRANCE TO A PASTURE, AND 4 FEET
 PU0932'NORTH OF A WIRE FENCE.
 PU0932'
 PU0932'TO REACH THE STATION FROM THE UNION CENTER POST OFFICE, GO WEST
 PU0932'ON STATE HIGHWAY NO. 24 FOR 4.35 MILES TO THE STATION ON THE
 PU0932'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 PU0932'CONTINUE WEST ON NO. 24 FOR 0.5 MILE TO THE MARK ON THE LEFT
 PU0932'AS DESCRIBED.
 PU0932'
 PU0932'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 PU0932'STAMPED CLOUGH 1950.
 PU0932'
 PU0932'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE CENTER OF STATE
 PU0932'HIGHWAY NO. 24, AND 1 FOOT NORTH OF THE WIRE FENCE.  IT PROJECTS
 PU0932'2 INCHES, AND THE DISK IS STAMPED CLOUGH NO 1 1950.
 PU0932'
 PU0932'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE CENTER OF STATE
 PU0932'HIGHWAY NO. 24, 16 FEET WEST OF THE CENTER OF THE ENTRANCE TO
 PU0932'THE PASTURE, AND 1 FOOT NORTH OF THE WIRE FENCE.  IT PROJECTS
 PU0932'3 INCHES, AND THE DISK IS STAMPED CLOUGH NO 2 1950.
 PU0932'
 PU0932'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 PU0932'NO. 24, 4 FEET EAST OF A WITNESS POST, AND 2 FEET NORTHWEST OF
 PU0932'THE WEST GATE POST OF A WIRE GATE.  IT PROJECTS 3 INCHES, AND
 PU0932'THE DISK IS STAMPED CLOUGH 1950.
 PU0932'
 PU0932'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU0932'CYLINDERS.
 PU0932'
 PU0932'NOTE--THE OBSERVATIONS AT THIS STATION WERE NOT COMPLETED IN
 PU0932'1950.
 PU0932
 PU0932                          STATION RECOVERY (1951)
 PU0932
 PU0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0932'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 PU0932'24, ABOUT 4.5 MILES WEST OF UNION CENTER, 42 FEET NORTH OF THE
 PU0932'CENTER OF THE HIGHWAY, AND 5 FEET NORTH OF A WIRE FENCE.
 PU0932'
 PU0932'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER,
 PU0932'GO WEST ON STATE HIGHWAY 24 FOR 4.35 MILES TO THE TOP OF RIDGE
 PU0932'AND THE STATION ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY
 PU0932'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PU0932'
 PU0932'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED CLOUGH
 PU0932'1950.
 PU0932'
 PU0932'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE.  IT
 PU0932'PROJECTS 2 INCHES, AND THE DISK IS STAMPED CLOUGH NO 1 1950.
 PU0932'
 PU0932'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A WIRE FENCE.  IT
 PU0932'PROJECTS 2 INCHES, AND THE DISK IS STAMPED CLOUGH NO 2 1950.
 PU0932'
 PU0932'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 PU0932'24, 4 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE
 PU0932'FENCE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED CLOUGH
 PU0932'1950.
 PU0932'
 PU0932'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU0932'CYLINDERS.
 PU0932
 PU0932                          STATION RECOVERY (1962)
 PU0932
 PU0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0932'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 PU0932'2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 PU0932'IN GOOD CONDITION.  THE HORIZONTAL DIRECTION AND DISTANCE WAS
 PU0932'CHECKED ON ALL MARKS.  THE TO REACH WAS NOT ADEQUATE BECAUSE OF
 PU0932'THE CHANGING OF THE HIGHWAY ROUTE.  A NEW DESCRIPTION FOLLOWS.
 PU0932'
 PU0932'THE STATION IS LOCATED 4.25 MILES WEST OF UNION CENTER, 0.1
 PU0932'MILE NORTH OF STATE HIGHWAY 34, IN SECTION 14, T. 7 N., R. 11 E.,
 PU0932'IN OPEN PASTURE LAND OWNED BY MR. JOHN BRINK.
 PU0932'
 PU0932'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT UNION
 PU0932'CENTER, GO WEST ON STATE HIGHWAY 34 FOR 4.0 MILES TO A SIDE ROAD
 PU0932'RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.25 MILE
 PU0932'TO THE CREST OF THE HILL AND THE STATION ON THE RIGHT AS
 PU0932'DESCRIBED.
 PU0932'
 PU0932'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVELED
 PU0932'ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PU0932'
 PU0932'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0932'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED CLOUGH
 PU0932'1950.  IT IS 40 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 PU0932'9.1 FEET NORTHWEST OF A METAL WITNESS POST AND 4 FEET NORTH OF
 PU0932'AN EAST-WEST FENCE LINE.
 PU0932'
 PU0932'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU0932'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 PU0932'CLOUGH NO 1 1950.  IT IS 36 FEET NORTH OF THE CENTER OF A GRAVELED
 PU0932'ROAD AND 23.1 FEET EAST OF A METAL WITNESS POST, SET IN AN
 PU0932'EAST-WEST FENCE LINE.
 PU0932'
 PU0932'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU0932'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 PU0932'STAMPED CLOUGH NO 2 1950.  IT IS 47.1 FEET WEST OF A METAL
 PU0932'WITNESS POST, 40 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 PU0932'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 PU0932'
 PU0932'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0932'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED CLOUGH
 PU0932'1950.  IT IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 PU0932'3.4 FEET EAST OF A METAL WITNESS POST, 1.7 FEET NORTHWEST OF THE
 PU0932'WEST GATE POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 PU0932
 PU0932                          STATION RECOVERY (1962)
 PU0932
 PU0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0932'4.2 MI W FROM UNION CENTER.
 PU0932'4.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0932'CENTER, THENCE 0.25 MILE WEST ALONG A GRAVEL ROAD, AT THE SUMMIT
 PU0932'OF A HILL, AT THE WEST END OF A CURVE AND AT A POWER LINE
 PU0932'CROSSING, 38 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 85
 PU0932'FEET NORTH AND ACROSS THE ROAD FROM POWER POLE 2-170, 4.5 FEET
 PU0932'NORTH OF A FENCE, 9.0 FEET WEST-NORTHWEST OF A WITNESS POST,
 PU0932'31.7 FEET WEST OF REFERENCE MARK 1, 39.0 FEET EAST OF REFERENCE
 PU0932'MARK 2, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU0932'POST PROJECTING 0.1 FOOT.
 PU0932
 PU0932                          STATION RECOVERY (1995)
 PU0932
 PU0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0932'6.3 KM (3.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0932'IN UNION CENTER, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG COUNTY ROAD 23
 PU0932'T, 11.9 M (39.0 FT) EAST OF REFERENCE MARK 2, 11.1 M (36.4 FT) NORTH
 PU0932'OF THE ROAD CENTER, 9.5 M (31.2 FT) WEST OF REFERENCE MARK 1, 1.2 M
 PU0932'(3.9 FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE
 PU0932'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU0932
 PU0932                          STATION RECOVERY (2012)
 PU0932
 PU0932'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0936 ***********************************************************************
 PU0936  DESIGNATION -  CLOUGH AZ MK
 PU0936  PID         -  PU0936
 PU0936  STATE/COUNTY-  SD/MEADE
 PU0936  COUNTRY     -  US
 PU0936  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0936
 PU0936                         *CURRENT SURVEY CONTROL
 PU0936  ______________________________________________________________________
 PU0936* NAD 83(1986) POSITION- 44 33 39.     (N) 102 45 47.     (W)   SCALED
 PU0936* NAVD 88 ORTHO HEIGHT -   858.125 (meters)     2815.37  (feet) ADJUSTED
 PU0936  ______________________________________________________________________
 PU0936  GEOID HEIGHT    -        -17.947 (meters)                     GEOID18
 PU0936  DYNAMIC HEIGHT  -        857.892 (meters)     2814.60  (feet) COMP
 PU0936  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 PU0936
 PU0936  VERT ORDER      -  SECOND    CLASS 0
 PU0936
 PU0936.The horizontal coordinates were scaled from a map and have
 PU0936.an estimated accuracy of +/- 6 seconds.
 PU0936
 PU0936.The orthometric height was determined by differential leveling and
 PU0936.adjusted by the NATIONAL GEODETIC SURVEY
 PU0936.in June 1991.
 PU0936
 PU0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0936.GEOID18 height accuracy estimate available here.
 PU0936
 PU0936.Click photographs - Photos may exist for this station.
 PU0936
 PU0936.The dynamic height is computed by dividing the NAVD 88
 PU0936.geopotential number by the normal gravity value computed on the
 PU0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0936.degrees latitude (g = 980.6199 gals.).
 PU0936
 PU0936.The modeled gravity was interpolated from observed gravity values.
 PU0936
 PU0936;                    North         East    Units  Estimated Accuracy
 PU0936;SPC SD N     -    84,590.      380,530.      MT  (+/- 180 meters Scaled)
 PU0936
 PU0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK776366(NAD 83)
 PU0936
 PU0936                          SUPERSEDED SURVEY CONTROL
 PU0936
 PU0936  NGVD 29 (??/??/92)  857.651  (m)         2813.81   (f) ADJ UNCH    2 0
 PU0936
 PU0936.Superseded values are not recommended for survey control.
 PU0936
 PU0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0936.See file dsdata.pdf to determine how the superseded data were derived.
 PU0936
 PU0936_MARKER: DZ = AZIMUTH MARK DISK
 PU0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0936_STAMPING: CLOUGH 1950
 PU0936_MARK LOGO: CGS
 PU0936_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0936+STABILITY: SURFACE MOTION
 PU0936
 PU0936  HISTORY     - Date     Condition        Report By
 PU0936  HISTORY     - 1950     MONUMENTED       CGS
 PU0936  HISTORY     - 1962     GOOD             CGS
 PU0936
 PU0936                          STATION DESCRIPTION
 PU0936
 PU0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0936'4.8 MI W FROM UNION CENTER.
 PU0936'4.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0936'CENTER, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, AT THE
 PU0936'INTERSECTION OF AN ABANDONED ROAD, 37 FEET SOUTH OF THE CENTER
 PU0936'LINE OF THE ROAD, 39 FEET WEST-NORTHWEST OF A POWER POLE, 2 FEET
 PU0936'WEST OF THE WEST END OF A GATE, 0.9 FOOT NORTH OF A FENCE, 3.0
 PU0936'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 PU0936'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0931 ***********************************************************************
 PU0931  DESIGNATION -  CLOUGH RM 1
 PU0931  PID         -  PU0931
 PU0931  STATE/COUNTY-  SD/MEADE
 PU0931  COUNTRY     -  US
 PU0931  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0931
 PU0931                         *CURRENT SURVEY CONTROL
 PU0931  ______________________________________________________________________
 PU0931* NAD 83(1986) POSITION- 44 33 39.46   (N) 102 45 06.24   (W)   HD_HELD1
 PU0931* NAVD 88 ORTHO HEIGHT -   871.947 (meters)     2860.71  (feet) ADJUSTED
 PU0931  ______________________________________________________________________
 PU0931  GEOID HEIGHT    -        -17.974 (meters)                     GEOID18
 PU0931  DYNAMIC HEIGHT  -        871.711 (meters)     2859.94  (feet) COMP
 PU0931  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 PU0931
 PU0931  VERT ORDER      -  FIRST     CLASS II
 PU0931
 PU0931.The horizontal coordinates were determined by differentially corrected
 PU0931.hand held GPS observations or other comparable positioning techniques
 PU0931.and have an estimated accuracy of +/- 3 meters.
 PU0931
 PU0931.The orthometric height was determined by differential leveling and
 PU0931.adjusted by the NATIONAL GEODETIC SURVEY
 PU0931.in October 1997.
 PU0931
 PU0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0931.GEOID18 height accuracy estimate available here.
 PU0931
 PU0931.Click photographs - Photos may exist for this station.
 PU0931
 PU0931.The dynamic height is computed by dividing the NAVD 88
 PU0931.geopotential number by the normal gravity value computed on the
 PU0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0931.degrees latitude (g = 980.6199 gals.).
 PU0931
 PU0931.The modeled gravity was interpolated from observed gravity values.
 PU0931
 PU0931;                    North         East    Units  Estimated Accuracy
 PU0931;SPC SD N     -    84,570.6     381,431.5     MT  (+/- 3 meters HH1 GPS) 
 PU0931
 PU0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7854636639(NAD 83)
 PU0931
 PU0931                          SUPERSEDED SURVEY CONTROL
 PU0931
 PU0931  NAVD 88 (06/15/91)  871.894  (m)         2860.54   (f) SUPERSEDED  1 2
 PU0931  NGVD 29 (??/??/92)  871.419  (m)         2858.98   (f) ADJ UNCH    1 2
 PU0931
 PU0931.Superseded values are not recommended for survey control.
 PU0931
 PU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0931.See file dsdata.pdf to determine how the superseded data were derived.
 PU0931
 PU0931_MARKER: DR = REFERENCE MARK DISK
 PU0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0931_STAMPING: CLOUGH NO 1 1950
 PU0931_MARK LOGO: CGS
 PU0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0931+STABILITY: SURFACE MOTION
 PU0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0931+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 PU0931
 PU0931  HISTORY     - Date     Condition        Report By
 PU0931  HISTORY     - 1950     MONUMENTED       CGS
 PU0931  HISTORY     - 1962     GOOD             CGS
 PU0931  HISTORY     - 19950524 GOOD             NGS
 PU0931  HISTORY     - 20120508 GOOD             INDIV
 PU0931
 PU0931                          STATION DESCRIPTION
 PU0931
 PU0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0931'4.2 MI W FROM UNION CENTER.
 PU0931'4.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0931'CENTER, THENCE 0.25 MILE WEST ALONG A GRAVEL ROAD, AT THE SUMMIT
 PU0931'OF A HILL AND THE WEST END OF A CURVE, 35 1/2 FEET NORTH OF THE
 PU0931'CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, 22.6 FEET
 PU0931'EAST OF A WITNESS POST, 31.7 FEET EAST OF THE STATION, ABOUT
 PU0931'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0931'0.1 FOOT.
 PU0931
 PU0931                          STATION RECOVERY (1995)
 PU0931
 PU0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0931'6.3 KM (3.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0931'IN UNION CENTER, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG COUNTY ROAD 23
 PU0931'T, 12.1 M (39.7 FT) NORTH OF THE ROAD CENTER, 9.5 M (31.2 FT) EAST OF
 PU0931'TRIANGULATION STATION CLOUGH, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PU0931'ROAD, UNDER A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU0931'SURFACE.
 PU0931
 PU0931                          STATION RECOVERY (2012)
 PU0931
 PU0931'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0933 ***********************************************************************
 PU0933  DESIGNATION -  CLOUGH RM 2
 PU0933  PID         -  PU0933
 PU0933  STATE/COUNTY-  SD/MEADE
 PU0933  COUNTRY     -  US
 PU0933  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0933
 PU0933                         *CURRENT SURVEY CONTROL
 PU0933  ______________________________________________________________________
 PU0933* NAD 83(1986) POSITION- 44 33 39.57   (N) 102 45 07.20   (W)   HD_HELD1
 PU0933* NAVD 88 ORTHO HEIGHT -   871.787 (meters)     2860.19  (feet) ADJUSTED
 PU0933  ______________________________________________________________________
 PU0933  GEOID HEIGHT    -        -17.973 (meters)                     GEOID18
 PU0933  DYNAMIC HEIGHT  -        871.550 (meters)     2859.41  (feet) COMP
 PU0933  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 PU0933
 PU0933  VERT ORDER      -  FIRST     CLASS II
 PU0933
 PU0933.The horizontal coordinates were determined by differentially corrected
 PU0933.hand held GPS observations or other comparable positioning techniques
 PU0933.and have an estimated accuracy of +/- 3 meters.
 PU0933
 PU0933.The orthometric height was determined by differential leveling and
 PU0933.adjusted by the NATIONAL GEODETIC SURVEY
 PU0933.in October 1997.
 PU0933
 PU0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0933.GEOID18 height accuracy estimate available here.
 PU0933
 PU0933.Click photographs - Photos may exist for this station.
 PU0933
 PU0933.The dynamic height is computed by dividing the NAVD 88
 PU0933.geopotential number by the normal gravity value computed on the
 PU0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0933.degrees latitude (g = 980.6199 gals.).
 PU0933
 PU0933.The modeled gravity was interpolated from observed gravity values.
 PU0933
 PU0933;                    North         East    Units  Estimated Accuracy
 PU0933;SPC SD N     -    84,574.8     381,410.4     MT  (+/- 3 meters HH1 GPS) 
 PU0933
 PU0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7852536642(NAD 83)
 PU0933
 PU0933                          SUPERSEDED SURVEY CONTROL
 PU0933
 PU0933  NAVD 88 (06/15/91)  871.747  (m)         2860.06   (f) SUPERSEDED  1 2
 PU0933  NGVD 29 (??/??/92)  871.272  (m)         2858.50   (f) ADJ UNCH    1 2
 PU0933
 PU0933.Superseded values are not recommended for survey control.
 PU0933
 PU0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0933.See file dsdata.pdf to determine how the superseded data were derived.
 PU0933
 PU0933_MARKER: DR = REFERENCE MARK DISK
 PU0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0933_STAMPING: CLOUGH NO 2 1950
 PU0933_MARK LOGO: CGS
 PU0933_PROJECTION: FLUSH
 PU0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0933+STABILITY: SURFACE MOTION
 PU0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0933+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 PU0933
 PU0933  HISTORY     - Date     Condition        Report By
 PU0933  HISTORY     - 1950     MONUMENTED       CGS
 PU0933  HISTORY     - 1962     GOOD             CGS
 PU0933  HISTORY     - 19950524 GOOD             NGS
 PU0933  HISTORY     - 20120508 GOOD             INDIV
 PU0933
 PU0933                          STATION DESCRIPTION
 PU0933
 PU0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0933'4.2 MI W FROM UNION CENTER.
 PU0933'4.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0933'CENTER, THENCE 0.25 MILE WEST ALONG A GRAVEL ROAD, AT THE SUMMIT
 PU0933'OF A HILL AND THE WEST END OF A CURVE, 35 1/2 FEET NORTH OF THE
 PU0933'CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, 39.0 FEET
 PU0933'WEST OF THE STATION, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 PU0933'OF A CONCRETE POST PROJECTING 0.2 FOOT.
 PU0933
 PU0933                          STATION RECOVERY (1995)
 PU0933
 PU0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0933'6.3 KM (3.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0933'IN UNION CENTER, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG COUNTY ROAD 23
 PU0933'T, 12.2 M (40.0 FT) NORTH OF THE ROAD CENTER, 11.9 M (39.0 FT) WEST OF
 PU0933'TRIANGULATION STATION CLOUGH, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PU0933'ROAD, 0.3 M (1.0 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 PU0933'THE GROUND SURFACE.
 PU0933
 PU0933                          STATION RECOVERY (2012)
 PU0933
 PU0933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0389 ***********************************************************************
 QT0389  DESIGNATION -  CLUB
 QT0389  PID         -  QT0389
 QT0389  STATE/COUNTY-  SD/PERKINS
 QT0389  COUNTRY     -  US
 QT0389  USGS QUAD   -  MEADOW NW (2017)
 QT0389
 QT0389                         *CURRENT SURVEY CONTROL
 QT0389  ______________________________________________________________________
 QT0389* NAD 83(1996) POSITION- 45 38 50.20782(N) 102 10 08.40783(W)   ADJUSTED
 QT0389* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 QT0389  ______________________________________________________________________
 QT0389  GEOID HEIGHT    -        -18.881 (meters)                     GEOID18
 QT0389  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC18
 QT0389  HORZ ORDER      -  THIRD
 QT0389
 QT0389.The horizontal coordinates were established by classical geodetic methods
 QT0389.and adjusted by the National Geodetic Survey in January 1998.
 QT0389
 QT0389.The orthometric height was scaled from a topographic map.
 QT0389
 QT0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0389.GEOID18 height accuracy estimate available here.
 QT0389
 QT0389.Click photographs - Photos may exist for this station.
 QT0389
 QT0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0389
 QT0389. The following values were computed from the NAD 83(1996) position.
 QT0389
 QT0389;                    North         East     Units Scale Factor Converg.
 QT0389;SPC SD N     -   203,841.835   430,938.901   MT  0.99999324   -1 32 06.3
 QT0389;SPC SD N     -   668,771.09  1,413,838.71   sFT  0.99999324   -1 32 06.3
 QT0389;UTM  13      - 5,058,757.608   720,597.509   MT  1.00019832   +2 01 30.4
 QT0389
 QT0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0389!SPC SD N     -   0.99988109  x   0.99999324  =   0.99987433
 QT0389!UTM  13      -   0.99988109  x   1.00019832  =   1.00007939
 QT0389
 QT0389:                Primary Azimuth Mark                     Grid Az
 QT0389:SPC SD N     -  CLUB AZ MK                               182 35 57.1
 QT0389:UTM  13      -  CLUB AZ MK                               179 02 20.4
 QT0389
 QT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2059758757(NAD 83)
 QT0389
 QT0389|---------------------------------------------------------------------|
 QT0389| PID    Reference Object                     Distance      Geod. Az  |
 QT0389|                                                           dddmmss.s |
 QT0389| CQ8117 CLUB RM 1                            10.529 METERS 00313     |
 QT0389| CQ8118 CLUB RM 2                            10.100 METERS 17644     |
 QT0389| CQ8116 CLUB AZ MK                                         1810350.8 |
 QT0389|---------------------------------------------------------------------|
 QT0389
 QT0389                          SUPERSEDED SURVEY CONTROL
 QT0389
 QT0389  NAD 83(1986)-  45 38 50.19916(N)    102 10 08.40559(W) AD(       ) 3
 QT0389  NAD 27      -  45 38 50.25500(N)    102 10 06.85500(W) AD(       ) 3
 QT0389
 QT0389.Superseded values are not recommended for survey control.
 QT0389
 QT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0389.See file dsdata.pdf to determine how the superseded data were derived.
 QT0389
 QT0389_MARKER: DS = TRIANGULATION STATION DISK
 QT0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0389_STAMPING: CLUB 1952
 QT0389_MARK LOGO: CGS
 QT0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0389+STABILITY: SURFACE MOTION
 QT0389
 QT0389  HISTORY     - Date     Condition        Report By
 QT0389  HISTORY     - 1952     MONUMENTED       CGS
 QT0389  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QT0389
 QT0389                          STATION DESCRIPTION
 QT0389
 QT0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0389'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHEAST OF
 QT0389'MEADOW, IN THE SOUTHWEST 1/4 OF SECTION 33, T 20 N, R 16 E,
 QT0389'ON THE RIGHT-OF-WAY OF STATE HIGHWAY NO. 73, 48 FEET WEST
 QT0389'OF A POWER LINE POLE, 29 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QT0389'4 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST, AND 3 FEET
 QT0389'WEST OF A WIRE FENCE.
 QT0389'
 QT0389'TO REACH THE STATION FROM THE VILLAGE OF MEADOW, GO EAST ON
 QT0389'STATE HIGHWAY NO. 8 FOR 2.5 MILES TO THE JUNCTION WITH STATE
 QT0389'HIGHWAY NO. 73.  THEN LEFT, NORTH, ON NO. 73 FOR 7.75 MILES
 QT0389'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.7 MILE
 QT0389'TO THE STATION ON THE RIGHT.
 QT0389'
 QT0389'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QT0389'CLUB 1952.
 QT0389'
 QT0389'REFERENCE MARK NO. 1 IS 57 FEET NORTHWEST OF THE POWER LINE
 QT0389'POLE, 32 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT
 QT0389'WEST OF THE WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK
 QT0389'IS STAMPED CLUB NO 1 1952.
 QT0389'
 QT0389'REFERENCE MARK NO. 2 IS 58 FEET SOUTHWEST OF THE POWER LINE
 QT0389'POLE, 32 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1 FOOT WEST
 QT0389'OF THE WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS
 QT0389'STAMPED CLUB NO 2 1952.
 QT0389'
 QT0389'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QT0389'20 FEET SOUTH OF THE ENTRANCE TO A FARMHOUSE, 4 FEET NORTH OF
 QT0389'A 4 IN X 4 IN WITNESS POST, AND 2.5 FEET SOUTH OF A FENCE
 QT0389'CORNER.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED CLUB 1952.
 QT0389
 QT0389                          STATION RECOVERY (1954)
 QT0389
 QT0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 QT0389'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0389'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY ALL THE
 QT0389'MARKS.  THEY WERE RESET AT THE REQUEST OF THE STATE HIGHWAY
 QT0389'DEPARTMENT.  STATION CLUB 2 WAS ESTABLISHED.  FOR DETAILS,
 QT0389'SEE DESCRIPTION OF CLUB 2 1954.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0390 ***********************************************************************
 QT0390  DESIGNATION -  CLUB 2
 QT0390  PID         -  QT0390
 QT0390  STATE/COUNTY-  SD/PERKINS
 QT0390  COUNTRY     -  US
 QT0390  USGS QUAD   -  MEADOW NW (2017)
 QT0390
 QT0390                         *CURRENT SURVEY CONTROL
 QT0390  ______________________________________________________________________
 QT0390* NAD 83(1996) POSITION- 45 38 50.19352(N) 102 10 07.42124(W)   NO CHECK
 QT0390* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 QT0390  ______________________________________________________________________
 QT0390  GEOID HEIGHT    -        -18.881 (meters)                     GEOID18
 QT0390  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 QT0390  HORZ ORDER      -  THIRD
 QT0390
 QT0390.The horizontal coordinates were established by classical geodetic methods
 QT0390.and adjusted by the National Geodetic Survey in January 1998.
 QT0390
 QT0390.No horizontal observational check was made to the station.
 QT0390
 QT0390.The orthometric height was scaled from a topographic map.
 QT0390
 QT0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0390.GEOID18 height accuracy estimate available here.
 QT0390
 QT0390.Click photographs - Photos may exist for this station.
 QT0390
 QT0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0390
 QT0390. The following values were computed from the NAD 83(1996) position.
 QT0390
 QT0390;                    North         East     Units Scale Factor Converg.
 QT0390;SPC SD N     -   203,840.821   430,960.245   MT  0.99999324   -1 32 05.6
 QT0390;SPC SD N     -   668,767.76  1,413,908.74   sFT  0.99999324   -1 32 05.6
 QT0390;UTM  13      - 5,058,757.922   720,618.879   MT  1.00019844   +2 01 31.1
 QT0390
 QT0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0390!SPC SD N     -   0.99988109  x   0.99999324  =   0.99987433
 QT0390!UTM  13      -   0.99988109  x   1.00019844  =   1.00007951
 QT0390
 QT0390:                Primary Azimuth Mark                     Grid Az
 QT0390:SPC SD N     -  CLUB 2 AZ MK                             184 24 17.5
 QT0390:UTM  13      -  CLUB 2 AZ MK                             180 50 40.8
 QT0390
 QT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2061858757(NAD 83)
 QT0390
 QT0390|---------------------------------------------------------------------|
 QT0390| PID    Reference Object                     Distance      Geod. Az  |
 QT0390|                                                           dddmmss.s |
 QT0390| QT0014 N 120 RESET                                        1801313.9 |
 QT0390| CQ8121 CLUB 2 RM 4                          10.024 METERS 18057     |
 QT0390| CQ8119 CLUB 2 AZ MK                                       1825211.9 |
 QT0390| QT0389 CLUB                                 21.368 METERS 27111     |
 QT0390| CQ8120 CLUB 2 RM 3                           9.532 METERS 35653     |
 QT0390|---------------------------------------------------------------------|
 QT0390
 QT0390                          SUPERSEDED SURVEY CONTROL
 QT0390
 QT0390  NAD 83(1986)-  45 38 50.18487(N)    102 10 07.41900(W) AD(       ) 3
 QT0390  NAD 27      -  45 38 50.24100(N)    102 10 05.86800(W) AD(       ) 3
 QT0390
 QT0390.Superseded values are not recommended for survey control.
 QT0390
 QT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0390.See file dsdata.pdf to determine how the superseded data were derived.
 QT0390
 QT0390_MARKER: DS = TRIANGULATION STATION DISK
 QT0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0390_STAMPING: CLUB 2 1954
 QT0390_MARK LOGO: CGS
 QT0390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QT0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0390+STABILITY: SURFACE MOTION
 QT0390
 QT0390  HISTORY     - Date     Condition        Report By
 QT0390  HISTORY     - 1954     MONUMENTED       CGS
 QT0390  HISTORY     - 19820715 GOOD             NGS
 QT0390
 QT0390                          STATION DESCRIPTION
 QT0390
 QT0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 QT0390'THE STATION IS LOCATED ABOUT 8 AND 1/2 MILES NORTH-NORTHEAST OF THE
 QT0390'SMALL TOWN OF MEADOW AND 2 MILES NORTH OF A COUNTRY SCHOOL IN THE
 QT0390'SOUTHWEST 1/4 OF SEC. 33, T20N, R16E, ON THE RIGHT-OF-WAY OF STATE
 QT0390'HIGHWAY 73, 98 FEET EAST OF THE CENTER OF STATE HIGHWAY 73, 22 FEET
 QT0390'EAST OF A POWER POLE, AND 2 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 QT0390'4 INCHES AND THE DISK IS STAMPED CLUB 2 1954.
 QT0390'
 QT0390'REFERENCE MARK NO. 3 IS 96 FEET EAST OF THE CENTER OF STATE HIGHWAY 73
 QT0390'AND 35 FEET NORTHEAST OF A POWER POLE.  IT PROJECTS 8 INCHES AND THE
 QT0390'DISK IS STAMPED CLUB 2 NO 3 1954.
 QT0390'
 QT0390'REFERENCE MARK NO. 4 IS 98 FEET EAST OF THE CENTER OF STATE HIGHWAY 73
 QT0390'AND 42 FEET SOUTHEAST OF POWER POLE.  IT PROJECTS 6 INCHES AND THE
 QT0390'DISK IS STAMPED CLUB 2 NO 4 1954.
 QT0390'
 QT0390'BENCH MARK N 120 RESET 1954 IS 95 FEET EAST OF THE CENTER OF STATE
 QT0390'HIGHWAY 73, 15 FEET EAST OF A FENCE CORNER, AND 3 FEET NORTH OF FENCE
 QT0390'AND WITNESS POST.  IT PROJECTS 6 INCHES AND THE DISK IS STAMPED N 120
 QT0390'RESET 1954.
 QT0390'
 QT0390'AZIMUTH MARK IS 75 FEET WEST OF THE CENTER OF STATE HIGHWAY 73, 20
 QT0390'FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARM, 2 FEET SOUTH OF FENCE,
 QT0390'AND 2 FEET EAST OF WITNESS POST.  IT PROJECTS 2 INCHES AND THE DISK IS
 QT0390'STAMPED CLUB 2 1954.
 QT0390'
 QT0390'TO REACH THE STATION FROM THE VILLAGE OF MEADOW, GO EAST ON STATE
 QT0390'HIGHWAY 8 FOR 2.5 MILES TO A JUNCTION WITH STATE HIGHWAY 73.  TURN
 QT0390'LEFT AND GO NORTH ON STATE HIGHWAY 73 FOR 6.0 MILES TO CROSSROADS AND
 QT0390'SCHOOLHOUSE ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 73 FOR 1.4
 QT0390'MILES TO FARM DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 QT0390'CONTINUE NORTH ON STATE HIGHWAY 73 FOR 0.7 MILE TO THE STATION ON THE
 QT0390'RIGHT.
 QT0390'
 QT0390'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QT0390
 QT0390                          STATION RECOVERY (1982)
 QT0390
 QT0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QT0390'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 QT0390'CONDITION.  REFERENCE MARK 4 WAS NOT RECOVERED AND IT APPEARS AS
 QT0390'THOUGH IT HAS BEEN DESTROYED BY FARM EQUIPMENT.  THE AZIMUTH MARK WAS
 QT0390'RECOVERED WITH THE DISK BROKEN OFF, AND THE STEM REMAINING IN THE
 QT0390'CONCRETE.  A DIRECTION WAS OBSERVED TO THE CENTER OF THE STEM AND IT
 QT0390'CHECKED THE 1954 DATA.  BENCH MARK N 120 RESET 1954 WAS POSITIONED AND
 QT0390'WILL SUFFICE AS THE AZIMUTH MARK 2.  REFERENCE MARK 5 WAS ESTABLISHED
 QT0390'AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 QT0390'
 QT0390'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) NORTH-NORTHEAST OF
 QT0390'MEADOW, ALONG THE EAST SIDE OF HIGHWAY 73 IN S 33, T20N, R16E.
 QT0390'
 QT0390'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 8 AND 73, WHICH IS
 QT0390'ABOUT 4.0 KM (2.50 MI) EAST OF MEADOW, GO NORTH ON HIGHWAY 73 FOR 9.7
 QT0390'KM (6.00 MI) TO A CROSSROAD.  CONTINUE NORTH ON HIGHWAY 73 FOR 2.4 KM
 QT0390'(1.50 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY
 QT0390'73 FOR 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 QT0390'
 QT0390'THE STATION IS A STANDARD CGS DISK STAMPED--CLUB 2 1954--SET INTO THE
 QT0390'TOP OF A ROUND CONCRETE MONUMENT 14 INCHES (36 CM) IN DIAMETER
 QT0390'PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.  LOCATED JUST NORTH OF A
 QT0390'GRAVELED ROAD EAST AND AT THE WEST EDGE OF A CULTIVATED FIELD.
 QT0390'LOCATED 30.9 METERS (101.4 FT) EAST FROM THE CENTER OF HIGHWAY 73.
 QT0390'6.5 METERS (21.3 FT) EAST FROM A POWER POLE.  0.61 METERS (2.00 FT)
 QT0390'SOUTH FROM WOODEN WITNESS POST.  0.30 METERS (0.98 FT) NORTH FROM A
 QT0390'METAL WITNESS POST.
 QT0390'
 QT0390'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED--CLUB 2 NO 3
 QT0390'1954--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES (36 CM)
 QT0390'IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE GROUND.  LOCATED 30.3
 QT0390'METERS (99.4 FT) EAST FROM THE CENTER OF HIGHWAY 73.  10.45 METERS
 QT0390'(34.28 FT) NORTHEAST FROM A POWER POLE.  0.31 METERS (1.02 FT) SOUTH
 QT0390'FROM A METAL WITNESS POST AND 1 FEET (0.3 M) 0.3 METERS (1.0 FT)
 QT0390'LOWER THAN THE STATION.
 QT0390'
 QT0390'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED
 QT0390'---CLUB 2 1954 NO 5 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 QT0390'MONUMENT 10 INCHES 25 CM IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE
 QT0390'THE GROUND.  IT IS 24.4 METERS (80.1 FT) EAST FROM THE CENTER OF
 QT0390'HIGHWAY 73, 0.77 METERS (2.53 FT) SOUTH FROM A POWER POLE, 0.3 METERS
 QT0390'(1.0 FT) NORTH FROM A METAL WITNESS POST AND 3.3 FEET (1.0 M) LOWER
 QT0390'THAN THE STATION.
 QT0390'
 QT0390'AZIMUTH MARK NO. 2 IS A STANDARD CGS BENCH MARK DISK STAMPED
 QT0390'---N 120 RESET 1954---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 QT0390'30 CM (12 INCHES) ON SIDE, PROJECTING 10 CM (4 INCHES) ABOVE THE
 QT0390'GROUND.  IT IS LOCATED 0.2 KM (0.10 MI) NORTH OF A DRIVE LEADING WEST
 QT0390'FROM HIGHWAY 73.  LOCATED 29.3 METERS (96.1 FT) EAST FROM THE CENTER
 QT0390'OF HIGHWAY 73, 0.3 METER (1.0 FT) NORTH FROM A METAL WITNESS P0ST.
 QT0390'
 QT0390'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 73 FOR
 QT0390'0.9 KM (0.55 MI) TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0178 ***********************************************************************
 PT0178  DESIGNATION -  CLUST A 1
 PT0178  PID         -  PT0178
 PT0178  STATE/COUNTY-  SD/HUGHES
 PT0178  COUNTRY     -  US
 PT0178  USGS QUAD   -  PIERRE NE (2017)
 PT0178
 PT0178                         *CURRENT SURVEY CONTROL
 PT0178  ______________________________________________________________________
 PT0178* NAD 83(1986) POSITION- 44 24 21.     (N) 100 20 57.     (W)   SCALED
 PT0178* NAVD 88 ORTHO HEIGHT -   535.497 (meters)     1756.88  (feet) ADJUSTED
 PT0178  ______________________________________________________________________
 PT0178  GEOID HEIGHT    -        -23.320 (meters)                     GEOID18
 PT0178  DYNAMIC HEIGHT  -        535.392 (meters)     1756.53  (feet) COMP
 PT0178  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0178
 PT0178  VERT ORDER      -  FIRST     CLASS II
 PT0178
 PT0178.The horizontal coordinates were scaled from a map and have
 PT0178.an estimated accuracy of +/- 6 seconds.
 PT0178
 PT0178.The orthometric height was determined by differential leveling and
 PT0178.adjusted by the NATIONAL GEODETIC SURVEY
 PT0178.in June 1991.
 PT0178
 PT0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0178.GEOID18 height accuracy estimate available here.
 PT0178
 PT0178.Click photographs - Photos may exist for this station.
 PT0178
 PT0178.The dynamic height is computed by dividing the NAVD 88
 PT0178.geopotential number by the normal gravity value computed on the
 PT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0178.degrees latitude (g = 980.6199 gals.).
 PT0178
 PT0178.The modeled gravity was interpolated from observed gravity values.
 PT0178
 PT0178;                    North         East    Units  Estimated Accuracy
 PT0178;SPC SD S     -   230,250.      598,740.      MT  (+/- 180 meters Scaled)
 PT0178
 PT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925178(NAD 83)
 PT0178
 PT0178                          SUPERSEDED SURVEY CONTROL
 PT0178
 PT0178  NGVD 29 (??/??/92)  535.116  (m)         1755.63   (f) ADJ UNCH    1 2
 PT0178
 PT0178.Superseded values are not recommended for survey control.
 PT0178
 PT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0178.See file dsdata.pdf to determine how the superseded data were derived.
 PT0178
 PT0178_MARKER: DD = SURVEY DISK
 PT0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0178_STAMPING: CLUST A 1 1951
 PT0178_MARK LOGO: USACE
 PT0178_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0178+STABILITY: SURFACE MOTION
 PT0178
 PT0178  HISTORY     - Date     Condition        Report By
 PT0178  HISTORY     - 1951     MONUMENTED       USACE
 PT0178  HISTORY     - 1951     GOOD             CGS
 PT0178
 PT0178                          STATION DESCRIPTION
 PT0178
 PT0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0178'3 MI NE FROM PIERRE.
 PT0178'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0178'AT PIERRE, THENCE 1.65 MILES NORTH ALONG A GRAVELED ROAD, 52
 PT0178'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF
 PT0178'A TELEPHONE POLE, 15 FEET NORTHEAST OF A FENCE, 3 FEET WEST OF
 PT0178'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0178'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0179 ***********************************************************************
 PT0179  DESIGNATION -  CLUST A 2
 PT0179  PID         -  PT0179
 PT0179  STATE/COUNTY-  SD/HUGHES
 PT0179  COUNTRY     -  US
 PT0179  USGS QUAD   -  PIERRE NE (2017)
 PT0179
 PT0179                         *CURRENT SURVEY CONTROL
 PT0179  ______________________________________________________________________
 PT0179* NAD 83(1986) POSITION- 44 24 25.     (N) 100 20 58.     (W)   SCALED
 PT0179* NAVD 88 ORTHO HEIGHT -   536.600 (meters)     1760.50  (feet) ADJUSTED
 PT0179  ______________________________________________________________________
 PT0179  GEOID HEIGHT    -        -23.316 (meters)                     GEOID18
 PT0179  DYNAMIC HEIGHT  -        536.495 (meters)     1760.15  (feet) COMP
 PT0179  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0179
 PT0179  VERT ORDER      -  FIRST     CLASS II
 PT0179
 PT0179.The horizontal coordinates were scaled from a map and have
 PT0179.an estimated accuracy of +/- 6 seconds.
 PT0179
 PT0179.The orthometric height was determined by differential leveling and
 PT0179.adjusted by the NATIONAL GEODETIC SURVEY
 PT0179.in June 1991.
 PT0179
 PT0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0179.GEOID18 height accuracy estimate available here.
 PT0179
 PT0179.Click photographs - Photos may exist for this station.
 PT0179
 PT0179.The dynamic height is computed by dividing the NAVD 88
 PT0179.geopotential number by the normal gravity value computed on the
 PT0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0179.degrees latitude (g = 980.6199 gals.).
 PT0179
 PT0179.The modeled gravity was interpolated from observed gravity values.
 PT0179
 PT0179;                    North         East    Units  Estimated Accuracy
 PT0179;SPC SD S     -   230,370.      598,720.      MT  (+/- 180 meters Scaled)
 PT0179
 PT0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925179(NAD 83)
 PT0179
 PT0179                          SUPERSEDED SURVEY CONTROL
 PT0179
 PT0179  NGVD 29 (??/??/92)  536.219  (m)         1759.25   (f) ADJ UNCH    1 2
 PT0179
 PT0179.Superseded values are not recommended for survey control.
 PT0179
 PT0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0179.See file dsdata.pdf to determine how the superseded data were derived.
 PT0179
 PT0179_MARKER: DD = SURVEY DISK
 PT0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0179_STAMPING: CLUST A 2 1951
 PT0179_MARK LOGO: USACE
 PT0179_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0179+STABILITY: SURFACE MOTION
 PT0179
 PT0179  HISTORY     - Date     Condition        Report By
 PT0179  HISTORY     - 1951     MONUMENTED       USACE
 PT0179  HISTORY     - 1951     GOOD             CGS
 PT0179
 PT0179                          STATION DESCRIPTION
 PT0179
 PT0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0179'3 MI NE FROM PIERRE.
 PT0179'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0179'AT PIERRE, THENCE 1.75 MILES NORTH ALONG A GRAVELED ROAD, 48
 PT0179'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 59 FEET NORTH OF
 PT0179'A TELEPHONE POLE, 12 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHWEST
 PT0179'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 PT0179'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0180 ***********************************************************************
 PT0180  DESIGNATION -  CLUST A 3
 PT0180  PID         -  PT0180
 PT0180  STATE/COUNTY-  SD/HUGHES
 PT0180  COUNTRY     -  US
 PT0180  USGS QUAD   -  PIERRE NE (2017)
 PT0180
 PT0180                         *CURRENT SURVEY CONTROL
 PT0180  ______________________________________________________________________
 PT0180* NAD 83(1986) POSITION- 44 24 30.     (N) 100 20 58.     (W)   SCALED
 PT0180* NAVD 88 ORTHO HEIGHT -   538.027 (meters)     1765.18  (feet) ADJUSTED
 PT0180  ______________________________________________________________________
 PT0180  GEOID HEIGHT    -        -23.312 (meters)                     GEOID18
 PT0180  DYNAMIC HEIGHT  -        537.922 (meters)     1764.83  (feet) COMP
 PT0180  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0180
 PT0180  VERT ORDER      -  FIRST     CLASS II
 PT0180
 PT0180.The horizontal coordinates were scaled from a map and have
 PT0180.an estimated accuracy of +/- 6 seconds.
 PT0180
 PT0180.The orthometric height was determined by differential leveling and
 PT0180.adjusted by the NATIONAL GEODETIC SURVEY
 PT0180.in June 1991.
 PT0180
 PT0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0180.GEOID18 height accuracy estimate available here.
 PT0180
 PT0180.Click photographs - Photos may exist for this station.
 PT0180
 PT0180.The dynamic height is computed by dividing the NAVD 88
 PT0180.geopotential number by the normal gravity value computed on the
 PT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0180.degrees latitude (g = 980.6199 gals.).
 PT0180
 PT0180.The modeled gravity was interpolated from observed gravity values.
 PT0180
 PT0180;                    North         East    Units  Estimated Accuracy
 PT0180;SPC SD S     -   230,530.      598,720.      MT  (+/- 180 meters Scaled)
 PT0180
 PT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925181(NAD 83)
 PT0180
 PT0180                          SUPERSEDED SURVEY CONTROL
 PT0180
 PT0180  NGVD 29 (??/??/92)  537.646  (m)         1763.93   (f) ADJ UNCH    1 2
 PT0180
 PT0180.Superseded values are not recommended for survey control.
 PT0180
 PT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0180.See file dsdata.pdf to determine how the superseded data were derived.
 PT0180
 PT0180_MARKER: DD = SURVEY DISK
 PT0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0180_STAMPING: CLUST A 3 1951
 PT0180_MARK LOGO: USACE
 PT0180_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0180+STABILITY: SURFACE MOTION
 PT0180
 PT0180  HISTORY     - Date     Condition        Report By
 PT0180  HISTORY     - 1951     MONUMENTED       USACE
 PT0180  HISTORY     - 1951     GOOD             CGS
 PT0180
 PT0180                          STATION DESCRIPTION
 PT0180
 PT0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0180'3.2 MI NE FROM PIERRE.
 PT0180'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0180'AT PIERRE, THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, 53
 PT0180'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 47 FEET NORTH
 PT0180'OF A TELEPHONE POLE, 13 FEET NORTHEAST OF A FENCE, 2 FEET
 PT0180'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0180'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0197 ***********************************************************************
 PT0197  DESIGNATION -  CLUST B 4
 PT0197  PID         -  PT0197
 PT0197  STATE/COUNTY-  SD/HUGHES
 PT0197  COUNTRY     -  US
 PT0197  USGS QUAD   -  PIERRE NE (2017)
 PT0197
 PT0197                         *CURRENT SURVEY CONTROL
 PT0197  ______________________________________________________________________
 PT0197* NAD 83(1986) POSITION- 44 28 19.     (N) 100 21 03.     (W)   SCALED
 PT0197* NAVD 88 ORTHO HEIGHT -   528.563 (meters)     1734.13  (feet) ADJUSTED
 PT0197  ______________________________________________________________________
 PT0197  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 PT0197  DYNAMIC HEIGHT  -        528.461 (meters)     1733.79  (feet) COMP
 PT0197  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 PT0197
 PT0197  VERT ORDER      -  FIRST     CLASS II
 PT0197
 PT0197.The horizontal coordinates were scaled from a map and have
 PT0197.an estimated accuracy of +/- 6 seconds.
 PT0197
 PT0197.The orthometric height was determined by differential leveling and
 PT0197.adjusted by the NATIONAL GEODETIC SURVEY
 PT0197.in June 1991.
 PT0197
 PT0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0197.GEOID18 height accuracy estimate available here.
 PT0197
 PT0197.Click photographs - Photos may exist for this station.
 PT0197
 PT0197.The dynamic height is computed by dividing the NAVD 88
 PT0197.geopotential number by the normal gravity value computed on the
 PT0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0197.degrees latitude (g = 980.6199 gals.).
 PT0197
 PT0197.The modeled gravity was interpolated from observed gravity values.
 PT0197
 PT0197;                    North         East    Units  Estimated Accuracy
 PT0197;SPC SD S     -   237,590.      598,610.      MT  (+/- 180 meters Scaled)
 PT0197
 PT0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925251(NAD 83)
 PT0197
 PT0197                          SUPERSEDED SURVEY CONTROL
 PT0197
 PT0197  NGVD 29 (??/??/92)  528.174  (m)         1732.85   (f) ADJ UNCH    1 2
 PT0197
 PT0197.Superseded values are not recommended for survey control.
 PT0197
 PT0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0197.See file dsdata.pdf to determine how the superseded data were derived.
 PT0197
 PT0197_MARKER: DD = SURVEY DISK
 PT0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0197_STAMPING: CLUST B 4 1951
 PT0197_MARK LOGO: USACE
 PT0197_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0197+STABILITY: SURFACE MOTION
 PT0197
 PT0197  HISTORY     - Date     Condition        Report By
 PT0197  HISTORY     - 1951     MONUMENTED       USACE
 PT0197  HISTORY     - 1951     GOOD             CGS
 PT0197
 PT0197                          STATION DESCRIPTION
 PT0197
 PT0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0197'7.4 MI N FROM PIERRE.
 PT0197'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0197'AT PIERRE, THENCE 6.05 MILES NORTH ALONG A GRAVELED ROAD, 0.25
 PT0197'MILE SOUTH OF AN EAST AND WEST ROAD, 55 FEET WEST OF THE CENTER
 PT0197'LINE OF THE ROAD, 18 FEET WEST OF A FENCE, 2 FEET WEST OF A WITNESS
 PT0197'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 PT0197'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0198 ***********************************************************************
 PT0198  DESIGNATION -  CLUST B 5
 PT0198  PID         -  PT0198
 PT0198  STATE/COUNTY-  SD/HUGHES
 PT0198  COUNTRY     -  US
 PT0198  USGS QUAD   -  PIERRE NE (2017)
 PT0198
 PT0198                         *CURRENT SURVEY CONTROL
 PT0198  ______________________________________________________________________
 PT0198* NAD 83(1986) POSITION- 44 28 24.     (N) 100 21 03.     (W)   SCALED
 PT0198* NAVD 88 ORTHO HEIGHT -   528.631 (meters)     1734.35  (feet) ADJUSTED
 PT0198  ______________________________________________________________________
 PT0198  GEOID HEIGHT    -        -23.171 (meters)                     GEOID18
 PT0198  DYNAMIC HEIGHT  -        528.529 (meters)     1734.02  (feet) COMP
 PT0198  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 PT0198
 PT0198  VERT ORDER      -  FIRST     CLASS II
 PT0198
 PT0198.The horizontal coordinates were scaled from a map and have
 PT0198.an estimated accuracy of +/- 6 seconds.
 PT0198
 PT0198.The orthometric height was determined by differential leveling and
 PT0198.adjusted by the NATIONAL GEODETIC SURVEY
 PT0198.in June 1991.
 PT0198
 PT0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0198.GEOID18 height accuracy estimate available here.
 PT0198
 PT0198.Click photographs - Photos may exist for this station.
 PT0198
 PT0198.The dynamic height is computed by dividing the NAVD 88
 PT0198.geopotential number by the normal gravity value computed on the
 PT0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0198.degrees latitude (g = 980.6199 gals.).
 PT0198
 PT0198.The modeled gravity was interpolated from observed gravity values.
 PT0198
 PT0198;                    North         East    Units  Estimated Accuracy
 PT0198;SPC SD S     -   237,750.      598,610.      MT  (+/- 180 meters Scaled)
 PT0198
 PT0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925253(NAD 83)
 PT0198
 PT0198                          SUPERSEDED SURVEY CONTROL
 PT0198
 PT0198  NGVD 29 (??/??/92)  528.243  (m)         1733.08   (f) ADJ UNCH    1 2
 PT0198
 PT0198.Superseded values are not recommended for survey control.
 PT0198
 PT0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0198.See file dsdata.pdf to determine how the superseded data were derived.
 PT0198
 PT0198_MARKER: DD = SURVEY DISK
 PT0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0198_STAMPING: CLUST B 5 1951
 PT0198_MARK LOGO: USACE
 PT0198_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0198+STABILITY: SURFACE MOTION
 PT0198
 PT0198  HISTORY     - Date     Condition        Report By
 PT0198  HISTORY     - 1951     MONUMENTED       USACE
 PT0198  HISTORY     - 1951     GOOD             CGS
 PT0198
 PT0198                          STATION DESCRIPTION
 PT0198
 PT0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0198'7.4 MI N FROM PIERRE.
 PT0198'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0198'AT PIERRE, THENCE 6.15 MILES NORTH ALONG A GRAVELED ROAD, 0.15
 PT0198'MILE SOUTH OF AN EAST AND WEST ROAD, 59 FEET WEST OF THE CENTER
 PT0198'LINE OF THE ROAD, 20 FEET WEST OF A FENCE, 3 FEET WEST OF A
 PT0198'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0198'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0199 ***********************************************************************
 PT0199  DESIGNATION -  CLUST B 6
 PT0199  PID         -  PT0199
 PT0199  STATE/COUNTY-  SD/HUGHES
 PT0199  COUNTRY     -  US
 PT0199  USGS QUAD   -  PIERRE NE (2017)
 PT0199
 PT0199                         *CURRENT SURVEY CONTROL
 PT0199  ______________________________________________________________________
 PT0199* NAD 83(1986) POSITION- 44 28 29.     (N) 100 21 03.     (W)   SCALED
 PT0199* NAVD 88 ORTHO HEIGHT -   527.355 (meters)     1730.16  (feet) ADJUSTED
 PT0199  ______________________________________________________________________
 PT0199  GEOID HEIGHT    -        -23.169 (meters)                     GEOID18
 PT0199  DYNAMIC HEIGHT  -        527.254 (meters)     1729.83  (feet) COMP
 PT0199  MODELED GRAVITY -    980,409.2   (mgal)                       NAVD 88
 PT0199
 PT0199  VERT ORDER      -  FIRST     CLASS II
 PT0199
 PT0199.The horizontal coordinates were scaled from a map and have
 PT0199.an estimated accuracy of +/- 6 seconds.
 PT0199
 PT0199.The orthometric height was determined by differential leveling and
 PT0199.adjusted by the NATIONAL GEODETIC SURVEY
 PT0199.in June 1991.
 PT0199
 PT0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0199.GEOID18 height accuracy estimate available here.
 PT0199
 PT0199.Click photographs - Photos may exist for this station.
 PT0199
 PT0199.The dynamic height is computed by dividing the NAVD 88
 PT0199.geopotential number by the normal gravity value computed on the
 PT0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0199.degrees latitude (g = 980.6199 gals.).
 PT0199
 PT0199.The modeled gravity was interpolated from observed gravity values.
 PT0199
 PT0199;                    North         East    Units  Estimated Accuracy
 PT0199;SPC SD S     -   237,900.      598,610.      MT  (+/- 180 meters Scaled)
 PT0199
 PT0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925254(NAD 83)
 PT0199
 PT0199                          SUPERSEDED SURVEY CONTROL
 PT0199
 PT0199  NGVD 29 (??/??/92)  526.967  (m)         1728.89   (f) ADJ UNCH    1 2
 PT0199
 PT0199.Superseded values are not recommended for survey control.
 PT0199
 PT0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0199.See file dsdata.pdf to determine how the superseded data were derived.
 PT0199
 PT0199_MARKER: DD = SURVEY DISK
 PT0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0199_STAMPING: CLUST B 6 1951
 PT0199_MARK LOGO: USACE
 PT0199_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0199+STABILITY: SURFACE MOTION
 PT0199
 PT0199  HISTORY     - Date     Condition        Report By
 PT0199  HISTORY     - 1951     MONUMENTED       USACE
 PT0199  HISTORY     - 1951     GOOD             CGS
 PT0199
 PT0199                          STATION DESCRIPTION
 PT0199
 PT0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0199'7.6 MI N FROM PIERRE.
 PT0199'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0199'AT PIERRE, THENCE 6.3 MILES NORTH ALONG A GRAVELED ROAD, AT A
 PT0199'JUNCTION WITH AN EAST AND WEST ROAD, 137 FEET SOUTH OF THE
 PT0199'CENTER LINE OF AN EAST AND WEST ROAD, 53 FEET WEST OF THE CENTER
 PT0199'LINE OF A NORTH AND SOUTH ROAD, 16 FEET WEST OF A FENCE, 3 FEET
 PT0199'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 PT0199'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0027 ***********************************************************************
 PT0027  DESIGNATION -  CLUST C 7
 PT0027  PID         -  PT0027
 PT0027  STATE/COUNTY-  SD/HUGHES
 PT0027  COUNTRY     -  US
 PT0027  USGS QUAD   -  OKOBOJO SW (2017)
 PT0027
 PT0027                         *CURRENT SURVEY CONTROL
 PT0027  ______________________________________________________________________
 PT0027* NAD 83(1986) POSITION- 44 30 17.     (N) 100 23 55.     (W)   SCALED
 PT0027* NAVD 88 ORTHO HEIGHT -   525.839 (meters)     1725.19  (feet) ADJUSTED
 PT0027  ______________________________________________________________________
 PT0027  GEOID HEIGHT    -        -23.060 (meters)                     GEOID18
 PT0027  DYNAMIC HEIGHT  -        525.738 (meters)     1724.86  (feet) COMP
 PT0027  MODELED GRAVITY -    980,410.0   (mgal)                       NAVD 88
 PT0027
 PT0027  VERT ORDER      -  FIRST     CLASS II
 PT0027
 PT0027.The horizontal coordinates were scaled from a map and have
 PT0027.an estimated accuracy of +/- 6 seconds.
 PT0027
 PT0027.The orthometric height was determined by differential leveling and
 PT0027.adjusted by the NATIONAL GEODETIC SURVEY
 PT0027.in June 1991.
 PT0027
 PT0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0027.GEOID18 height accuracy estimate available here.
 PT0027
 PT0027.Click photographs - Photos may exist for this station.
 PT0027
 PT0027.The dynamic height is computed by dividing the NAVD 88
 PT0027.geopotential number by the normal gravity value computed on the
 PT0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0027.degrees latitude (g = 980.6199 gals.).
 PT0027
 PT0027.The modeled gravity was interpolated from observed gravity values.
 PT0027
 PT0027;                    North         East    Units  Estimated Accuracy
 PT0027;SPC SD S     -   241,240.      594,810.      MT  (+/- 180 meters Scaled)
 PT0027
 PT0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ888288(NAD 83)
 PT0027
 PT0027                          SUPERSEDED SURVEY CONTROL
 PT0027
 PT0027  NGVD 29 (??/??/92)  525.454  (m)         1723.93   (f) ADJ UNCH    1 2
 PT0027
 PT0027.Superseded values are not recommended for survey control.
 PT0027
 PT0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0027.See file dsdata.pdf to determine how the superseded data were derived.
 PT0027
 PT0027_MARKER: DD = SURVEY DISK
 PT0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0027_STAMPING: CLUST C 7 1951
 PT0027_MARK LOGO: USACE
 PT0027_PROJECTION: FLUSH
 PT0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0027+STABILITY: SURFACE MOTION
 PT0027
 PT0027  HISTORY     - Date     Condition        Report By
 PT0027  HISTORY     - 1951     MONUMENTED       USACE
 PT0027  HISTORY     - 1951     GOOD             CGS
 PT0027
 PT0027                          STATION DESCRIPTION
 PT0027
 PT0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0027'11.8 MI NW FROM PIERRE.
 PT0027'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0027'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0027'2.4 MILES WEST ALONG A GRAVELED ROAD, 51 FEET NORTH OF THE CENTER
 PT0027'LINE OF THE ROAD, 13 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 PT0027'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0027'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0028 ***********************************************************************
 PT0028  DESIGNATION -  CLUST C 8
 PT0028  PID         -  PT0028
 PT0028  STATE/COUNTY-  SD/HUGHES
 PT0028  COUNTRY     -  US
 PT0028  USGS QUAD   -  OKOBOJO SW (2017)
 PT0028
 PT0028                         *CURRENT SURVEY CONTROL
 PT0028  ______________________________________________________________________
 PT0028* NAD 83(1986) POSITION- 44 30 17.     (N) 100 24 01.     (W)   SCALED
 PT0028* NAVD 88 ORTHO HEIGHT -   526.682 (meters)     1727.96  (feet) ADJUSTED
 PT0028  ______________________________________________________________________
 PT0028  GEOID HEIGHT    -        -23.058 (meters)                     GEOID18
 PT0028  DYNAMIC HEIGHT  -        526.581 (meters)     1727.62  (feet) COMP
 PT0028  MODELED GRAVITY -    980,410.0   (mgal)                       NAVD 88
 PT0028
 PT0028  VERT ORDER      -  FIRST     CLASS II
 PT0028
 PT0028.The horizontal coordinates were scaled from a map and have
 PT0028.an estimated accuracy of +/- 6 seconds.
 PT0028
 PT0028.The orthometric height was determined by differential leveling and
 PT0028.adjusted by the NATIONAL GEODETIC SURVEY
 PT0028.in June 1991.
 PT0028
 PT0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0028.GEOID18 height accuracy estimate available here.
 PT0028
 PT0028.Click photographs - Photos may exist for this station.
 PT0028
 PT0028.The dynamic height is computed by dividing the NAVD 88
 PT0028.geopotential number by the normal gravity value computed on the
 PT0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0028.degrees latitude (g = 980.6199 gals.).
 PT0028
 PT0028.The modeled gravity was interpolated from observed gravity values.
 PT0028
 PT0028;                    North         East    Units  Estimated Accuracy
 PT0028;SPC SD S     -   241,240.      594,680.      MT  (+/- 180 meters Scaled)
 PT0028
 PT0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ886288(NAD 83)
 PT0028
 PT0028                          SUPERSEDED SURVEY CONTROL
 PT0028
 PT0028  NGVD 29 (??/??/92)  526.297  (m)         1726.69   (f) ADJ UNCH    1 2
 PT0028
 PT0028.Superseded values are not recommended for survey control.
 PT0028
 PT0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0028.See file dsdata.pdf to determine how the superseded data were derived.
 PT0028
 PT0028_MARKER: DD = SURVEY DISK
 PT0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0028_STAMPING: CLUST C 8 1951
 PT0028_MARK LOGO: USACE
 PT0028_PROJECTION: FLUSH
 PT0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0028+STABILITY: SURFACE MOTION
 PT0028
 PT0028  HISTORY     - Date     Condition        Report By
 PT0028  HISTORY     - 1951     MONUMENTED       USACE
 PT0028  HISTORY     - 1951     GOOD             CGS
 PT0028
 PT0028                          STATION DESCRIPTION
 PT0028
 PT0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0028'11.9 MI NW FROM PIERRE.
 PT0028'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0028'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0028'2.5 MILES WEST ALONG A GRAVELED ROAD, 50 FEET NORTH OF THE
 PT0028'CENTER LINE OF THE ROAD, 14 FEET NORTH OF AN EAST AND WEST
 PT0028'FENCE, 6 FEET EAST OF A FENCE LEADING NORTH, 2 FEET WEST OF A
 PT0028'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0028'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0029 ***********************************************************************
 PT0029  DESIGNATION -  CLUST C 9
 PT0029  PID         -  PT0029
 PT0029  STATE/COUNTY-  SD/HUGHES
 PT0029  COUNTRY     -  US
 PT0029  USGS QUAD   -  OKOBOJO SW (2017)
 PT0029
 PT0029                         *CURRENT SURVEY CONTROL
 PT0029  ______________________________________________________________________
 PT0029* NAD 83(1986) POSITION- 44 30 17.     (N) 100 24 08.     (W)   SCALED
 PT0029* NAVD 88 ORTHO HEIGHT -   526.608 (meters)     1727.71  (feet) ADJUSTED
 PT0029  ______________________________________________________________________
 PT0029  GEOID HEIGHT    -        -23.055 (meters)                     GEOID18
 PT0029  DYNAMIC HEIGHT  -        526.507 (meters)     1727.38  (feet) COMP
 PT0029  MODELED GRAVITY -    980,410.0   (mgal)                       NAVD 88
 PT0029
 PT0029  VERT ORDER      -  FIRST     CLASS II
 PT0029
 PT0029.The horizontal coordinates were scaled from a map and have
 PT0029.an estimated accuracy of +/- 6 seconds.
 PT0029
 PT0029.The orthometric height was determined by differential leveling and
 PT0029.adjusted by the NATIONAL GEODETIC SURVEY
 PT0029.in June 1991.
 PT0029
 PT0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0029.GEOID18 height accuracy estimate available here.
 PT0029
 PT0029.Click photographs - Photos may exist for this station.
 PT0029
 PT0029.The dynamic height is computed by dividing the NAVD 88
 PT0029.geopotential number by the normal gravity value computed on the
 PT0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0029.degrees latitude (g = 980.6199 gals.).
 PT0029
 PT0029.The modeled gravity was interpolated from observed gravity values.
 PT0029
 PT0029;                    North         East    Units  Estimated Accuracy
 PT0029;SPC SD S     -   241,240.      594,520.      MT  (+/- 180 meters Scaled)
 PT0029
 PT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ885288(NAD 83)
 PT0029
 PT0029                          SUPERSEDED SURVEY CONTROL
 PT0029
 PT0029  NGVD 29 (??/??/92)  526.224  (m)         1726.45   (f) ADJ UNCH    1 2
 PT0029
 PT0029.Superseded values are not recommended for survey control.
 PT0029
 PT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0029.See file dsdata.pdf to determine how the superseded data were derived.
 PT0029
 PT0029_MARKER: DD = SURVEY DISK
 PT0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0029_STAMPING: CLUST C 9 1951
 PT0029_MARK LOGO: USACE
 PT0029_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0029+STABILITY: SURFACE MOTION
 PT0029
 PT0029  HISTORY     - Date     Condition        Report By
 PT0029  HISTORY     - 1951     MONUMENTED       USACE
 PT0029  HISTORY     - 1951     GOOD             CGS
 PT0029
 PT0029                          STATION DESCRIPTION
 PT0029
 PT0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0029'12 MI NW FROM PIERRE.
 PT0029'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0029'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0029'2.6 MILES WEST ALONG A GRAVELED ROAD, 0.3 MILE EAST OF A WINDMILL,
 PT0029'50 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET NORTH
 PT0029'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 PT0029'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0036 ***********************************************************************
 PT0036  DESIGNATION -  CLUST D 10
 PT0036  PID         -  PT0036
 PT0036  STATE/COUNTY-  SD/HUGHES
 PT0036  COUNTRY     -  US
 PT0036  USGS QUAD   -  OKOBOJO SW (2017)
 PT0036
 PT0036                         *CURRENT SURVEY CONTROL
 PT0036  ______________________________________________________________________
 PT0036* NAD 83(1986) POSITION- 44 31 06.     (N) 100 28 25.     (W)   SCALED
 PT0036* NAVD 88 ORTHO HEIGHT -   516.975 (meters)     1696.11  (feet) ADJUSTED
 PT0036  ______________________________________________________________________
 PT0036  GEOID HEIGHT    -        -22.946 (meters)                     GEOID18
 PT0036  DYNAMIC HEIGHT  -        516.876 (meters)     1695.78  (feet) COMP
 PT0036  MODELED GRAVITY -    980,410.9   (mgal)                       NAVD 88
 PT0036
 PT0036  VERT ORDER      -  FIRST     CLASS II
 PT0036
 PT0036.The horizontal coordinates were scaled from a map and have
 PT0036.an estimated accuracy of +/- 6 seconds.
 PT0036
 PT0036.The orthometric height was determined by differential leveling and
 PT0036.adjusted by the NATIONAL GEODETIC SURVEY
 PT0036.in June 1991.
 PT0036
 PT0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0036.GEOID18 height accuracy estimate available here.
 PT0036
 PT0036.Click photographs - Photos may exist for this station.
 PT0036
 PT0036.The dynamic height is computed by dividing the NAVD 88
 PT0036.geopotential number by the normal gravity value computed on the
 PT0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0036.degrees latitude (g = 980.6199 gals.).
 PT0036
 PT0036.The modeled gravity was interpolated from observed gravity values.
 PT0036
 PT0036;                    North         East    Units  Estimated Accuracy
 PT0036;SPC SD S     -   242,760.      588,850.      MT  (+/- 180 meters Scaled)
 PT0036
 PT0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ828305(NAD 83)
 PT0036
 PT0036                          SUPERSEDED SURVEY CONTROL
 PT0036
 PT0036  NGVD 29 (??/??/92)  516.594  (m)         1694.86   (f) ADJ UNCH    1 2
 PT0036
 PT0036.Superseded values are not recommended for survey control.
 PT0036
 PT0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0036.See file dsdata.pdf to determine how the superseded data were derived.
 PT0036
 PT0036_MARKER: DD = SURVEY DISK
 PT0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0036_STAMPING: CLUST D 10 1951
 PT0036_MARK LOGO: USACE
 PT0036_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0036+STABILITY: SURFACE MOTION
 PT0036
 PT0036  HISTORY     - Date     Condition        Report By
 PT0036  HISTORY     - 1951     MONUMENTED       USACE
 PT0036  HISTORY     - 1951     GOOD             CGS
 PT0036
 PT0036                          STATION DESCRIPTION
 PT0036
 PT0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0036'16.5 MI NW FROM PIERRE.
 PT0036'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0036'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE 5.0
 PT0036'MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 PT0036'A GRAVELED ROAD, THENCE 1.1 MILES WEST ALONG A GRADED DIRT
 PT0036'ROAD, 0.1 MILE WEST OF A TRAIL LEADING SOUTH, 73 FEET SOUTH
 PT0036'OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTH OF A FENCE, 2
 PT0036'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0036'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0037 ***********************************************************************
 PT0037  DESIGNATION -  CLUST D 11
 PT0037  PID         -  PT0037
 PT0037  STATE/COUNTY-  SD/HUGHES
 PT0037  COUNTRY     -  US
 PT0037  USGS QUAD   -  OKOBOJO SW (2017)
 PT0037
 PT0037                         *CURRENT SURVEY CONTROL
 PT0037  ______________________________________________________________________
 PT0037* NAD 83(1986) POSITION- 44 31 06.     (N) 100 28 33.     (W)   SCALED
 PT0037* NAVD 88 ORTHO HEIGHT -   518.021 (meters)     1699.54  (feet) ADJUSTED
 PT0037  ______________________________________________________________________
 PT0037  GEOID HEIGHT    -        -22.943 (meters)                     GEOID18
 PT0037  DYNAMIC HEIGHT  -        517.922 (meters)     1699.22  (feet) COMP
 PT0037  MODELED GRAVITY -    980,411.0   (mgal)                       NAVD 88
 PT0037
 PT0037  VERT ORDER      -  FIRST     CLASS II
 PT0037
 PT0037.The horizontal coordinates were scaled from a map and have
 PT0037.an estimated accuracy of +/- 6 seconds.
 PT0037
 PT0037.The orthometric height was determined by differential leveling and
 PT0037.adjusted by the NATIONAL GEODETIC SURVEY
 PT0037.in June 1991.
 PT0037
 PT0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0037.GEOID18 height accuracy estimate available here.
 PT0037
 PT0037.Click photographs - Photos may exist for this station.
 PT0037
 PT0037.The dynamic height is computed by dividing the NAVD 88
 PT0037.geopotential number by the normal gravity value computed on the
 PT0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0037.degrees latitude (g = 980.6199 gals.).
 PT0037
 PT0037.The modeled gravity was interpolated from observed gravity values.
 PT0037
 PT0037;                    North         East    Units  Estimated Accuracy
 PT0037;SPC SD S     -   242,760.      588,670.      MT  (+/- 180 meters Scaled)
 PT0037
 PT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ827305(NAD 83)
 PT0037
 PT0037                          SUPERSEDED SURVEY CONTROL
 PT0037
 PT0037  NGVD 29 (??/??/92)  517.640  (m)         1698.29   (f) ADJ UNCH    1 2
 PT0037
 PT0037.Superseded values are not recommended for survey control.
 PT0037
 PT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0037.See file dsdata.pdf to determine how the superseded data were derived.
 PT0037
 PT0037_MARKER: DD = SURVEY DISK
 PT0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0037_STAMPING: CLUST D 11 1951
 PT0037_MARK LOGO: USACE
 PT0037_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0037+STABILITY: SURFACE MOTION
 PT0037
 PT0037  HISTORY     - Date     Condition        Report By
 PT0037  HISTORY     - 1951     MONUMENTED       USACE
 PT0037  HISTORY     - 1951     GOOD             CGS
 PT0037
 PT0037                          STATION DESCRIPTION
 PT0037
 PT0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0037'16.6 MI NW FROM PIERRE.
 PT0037'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0037'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0037'5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 PT0037'ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST ALONG A GRADED
 PT0037'DIRT ROAD, 75 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27
 PT0037'FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 PT0037'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 PT0037'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0038 ***********************************************************************
 PT0038  DESIGNATION -  CLUST D 12
 PT0038  PID         -  PT0038
 PT0038  STATE/COUNTY-  SD/HUGHES
 PT0038  COUNTRY     -  US
 PT0038  USGS QUAD   -  OKOBOJO SW (2017)
 PT0038
 PT0038                         *CURRENT SURVEY CONTROL
 PT0038  ______________________________________________________________________
 PT0038* NAD 83(1986) POSITION- 44 31 06.     (N) 100 28 39.     (W)   SCALED
 PT0038* NAVD 88 ORTHO HEIGHT -   519.039 (meters)     1702.88  (feet) ADJUSTED
 PT0038  ______________________________________________________________________
 PT0038  GEOID HEIGHT    -        -22.941 (meters)                     GEOID18
 PT0038  DYNAMIC HEIGHT  -        518.940 (meters)     1702.56  (feet) COMP
 PT0038  MODELED GRAVITY -    980,411.0   (mgal)                       NAVD 88
 PT0038
 PT0038  VERT ORDER      -  FIRST     CLASS II
 PT0038
 PT0038.The horizontal coordinates were scaled from a map and have
 PT0038.an estimated accuracy of +/- 6 seconds.
 PT0038
 PT0038.The orthometric height was determined by differential leveling and
 PT0038.adjusted by the NATIONAL GEODETIC SURVEY
 PT0038.in June 1991.
 PT0038
 PT0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0038.GEOID18 height accuracy estimate available here.
 PT0038
 PT0038.Click photographs - Photos may exist for this station.
 PT0038
 PT0038.The dynamic height is computed by dividing the NAVD 88
 PT0038.geopotential number by the normal gravity value computed on the
 PT0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0038.degrees latitude (g = 980.6199 gals.).
 PT0038
 PT0038.The modeled gravity was interpolated from observed gravity values.
 PT0038
 PT0038;                    North         East    Units  Estimated Accuracy
 PT0038;SPC SD S     -   242,760.      588,540.      MT  (+/- 180 meters Scaled)
 PT0038
 PT0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ825305(NAD 83)
 PT0038
 PT0038                          SUPERSEDED SURVEY CONTROL
 PT0038
 PT0038  NGVD 29 (??/??/92)  518.658  (m)         1701.63   (f) ADJ UNCH    1 2
 PT0038
 PT0038.Superseded values are not recommended for survey control.
 PT0038
 PT0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0038.See file dsdata.pdf to determine how the superseded data were derived.
 PT0038
 PT0038_MARKER: DB = BENCH MARK DISK
 PT0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0038_STAMPING: CLUST D 12 1951
 PT0038_MARK LOGO: USACE
 PT0038_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0038+STABILITY: SURFACE MOTION
 PT0038
 PT0038  HISTORY     - Date     Condition        Report By
 PT0038  HISTORY     - UNK      MONUMENTED       USACE
 PT0038  HISTORY     - 1951     GOOD             CGS
 PT0038
 PT0038                          STATION DESCRIPTION
 PT0038
 PT0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0038'16.7 MI NW FROM PIERRE.
 PT0038'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0038'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0038'5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 PT0038'ALONG A GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRADED
 PT0038'DIRT ROAD, 75 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET
 PT0038'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 PT0038'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0247 ***********************************************************************
 PT0247  DESIGNATION -  CLUST E 13
 PT0247  PID         -  PT0247
 PT0247  STATE/COUNTY-  SD/STANLEY
 PT0247  COUNTRY     -  US
 PT0247  USGS QUAD   -  OAHE DAM (2017)
 PT0247
 PT0247                         *CURRENT SURVEY CONTROL
 PT0247  ______________________________________________________________________
 PT0247* NAD 83(1986) POSITION- 44 23 00.38   (N) 100 25 10.46   (W)   HD_HELD1
 PT0247* NAVD 88 ORTHO HEIGHT -   533.599 (meters)     1750.65  (feet) ADJUSTED
 PT0247  ______________________________________________________________________
 PT0247  GEOID HEIGHT    -        -23.354 (meters)                     GEOID18
 PT0247  DYNAMIC HEIGHT  -        533.488 (meters)     1750.29  (feet) COMP
 PT0247  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 PT0247
 PT0247  VERT ORDER      -  FIRST     CLASS II
 PT0247
 PT0247.The horizontal coordinates were determined by differentially corrected
 PT0247.hand held GPS observations or other comparable positioning techniques
 PT0247.and have an estimated accuracy of +/- 3 meters.
 PT0247
 PT0247.The orthometric height was determined by differential leveling and
 PT0247.adjusted by the NATIONAL GEODETIC SURVEY
 PT0247.in October 1997.
 PT0247
 PT0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0247.GEOID18 height accuracy estimate available here.
 PT0247
 PT0247.Click photographs - Photos may exist for this station.
 PT0247
 PT0247.The dynamic height is computed by dividing the NAVD 88
 PT0247.geopotential number by the normal gravity value computed on the
 PT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0247.degrees latitude (g = 980.6199 gals.).
 PT0247
 PT0247.The modeled gravity was interpolated from observed gravity values.
 PT0247
 PT0247;                    North         East    Units  Estimated Accuracy
 PT0247;SPC SD S     -   227,762.9     593,127.8     MT  (+/- 3 meters HH1 GPS) 
 PT0247
 PT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8692215441(NAD 83)
 PT0247
 PT0247                          SUPERSEDED SURVEY CONTROL
 PT0247
 PT0247  NAVD 88 (06/15/91)  533.637  (m)         1750.77   (f) SUPERSEDED  1 2
 PT0247  NGVD 29 (??/??/92)  533.252  (m)         1749.51   (f) ADJ UNCH    1 2
 PT0247
 PT0247.Superseded values are not recommended for survey control.
 PT0247
 PT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0247.See file dsdata.pdf to determine how the superseded data were derived.
 PT0247
 PT0247_MARKER: DB = BENCH MARK DISK
 PT0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0247_STAMPING: CLUST E 13 1951
 PT0247_MARK LOGO: USACE
 PT0247_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0247+STABILITY: SURFACE MOTION
 PT0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0247+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 PT0247
 PT0247  HISTORY     - Date     Condition        Report By
 PT0247  HISTORY     - 1951     MONUMENTED       USACE
 PT0247  HISTORY     - 1951     GOOD             CGS
 PT0247  HISTORY     - 1973     GOOD             USGS
 PT0247  HISTORY     - 1981     GOOD             NGS
 PT0247  HISTORY     - 19810812 GOOD             NGS
 PT0247  HISTORY     - 19950802 GOOD             NGS
 PT0247  HISTORY     - 20120517 GOOD             INDIV
 PT0247
 PT0247                          STATION DESCRIPTION
 PT0247
 PT0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0247'3.4 MI NW FROM FORT PIERRE.
 PT0247'3.4 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0247'AT FORT PIERRE, 0.1 MILE NORTHWEST OF THE JUNCTION WITH THE NEW
 PT0247'HIGHWAY, 83 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 PT0247'3.8 FEET SOUTHWEST OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET
 PT0247'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 PT0247
 PT0247                          STATION RECOVERY (1973)
 PT0247
 PT0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0247'RECOVERED IN GOOD CONDITION.
 PT0247
 PT0247                          STATION RECOVERY (1981)
 PT0247
 PT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0247'3.7 KM (2.3 MI) WEST ALONG HIGHWAY 14, FROM THE JUNCTION OF HIGHWAYS
 PT0247'14 AND 83 ON THE NORTH SIDE OF FORT PIERRE, THENCE NORTHWEST 0.2 KM
 PT0247'(0.1 MI) ALONG OLD HIGHWAY BED TO MARK ON RIGHT, 25.0 N (82 FT)
 PT0247'NORTHEAST OF CENTER OF OLD HIGHWAY BED, 1.1 N (3.5 FT) SOUTHWEST OF
 PT0247'OLD FENCE.
 PT0247
 PT0247                          STATION RECOVERY (1981)
 PT0247
 PT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0247'THE MARK IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHWEST OF FORT PIERRE
 PT0247'AND 0.2 KM (0.10 MI) NORTH OF HIGHWAY 14, PASTURE LAND.  TO REACH THE
 PT0247'STATION FROM THE JUNCTION OF HIGHWAYS 14 AND 83, ON THE NORTH EDGE OF
 PT0247'FORT PIERRE, GO WEST ON HIGHWAY 14 FOR 3.7 KM (2.30 MI) TO A SIDE ROAD
 PT0247'LEFT AND OLD ROAD BED ON THE RIGHT.  FOLLOW OLD ROAD BED NORTHWEST FOR
 PT0247'0.2 KM (0.10 MI) TO THE MARK ON THE RIGHT.  THE MARK IS A USE BENCH
 PT0247'MARK DISK STAMPED CLUST E 13 1951 SET INTO THE TOP OF A 15 CM (6 INCH)
 PT0247'SQUARE CONCRETE MONUMENT PROJECTING 5 CM (2 INCHES) . IT IS 25.0 M
 PT0247'(82.0 FT) NORTHEAST OF THE CENTER OF OLD HIGHWAY BED AND 0.30 M (0.98
 PT0247'FT) SW OF A METAL WINTESS POST.
 PT0247
 PT0247                          STATION RECOVERY (1995)
 PT0247
 PT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0247'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0247'IN PIERRE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG AN ABANDONED ROAD,
 PT0247'33.1 M (108.6 FT) SOUTH OF A UTILITY POLE WITH 4 GUY CABLES, 31.5 M
 PT0247'(103.3 FT) NORTHWEST OF TRIANGULATION STATION MC 57 RESET, 28.2 M
 PT0247'(92.5 FT) WEST OF REFERENCE MARK 3, 25.8 M (84.6 FT) NORTHEAST OF THE
 PT0247'ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 PT0247'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PT0247
 PT0247                          STATION RECOVERY (2012)
 PT0247
 PT0247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0241 ***********************************************************************
 PT0241  DESIGNATION -  CLUST F 16
 PT0241  PID         -  PT0241
 PT0241  STATE/COUNTY-  SD/STANLEY
 PT0241  COUNTRY     -  US
 PT0241  USGS QUAD   -  OAHE DAM (2017)
 PT0241
 PT0241                         *CURRENT SURVEY CONTROL
 PT0241  ______________________________________________________________________
 PT0241* NAD 83(1986) POSITION- 44 24 03.     (N) 100 27 51.     (W)   SCALED
 PT0241* NAVD 88 ORTHO HEIGHT -   533.396 (meters)     1749.98  (feet) ADJUSTED
 PT0241  ______________________________________________________________________
 PT0241  GEOID HEIGHT    -        -23.257 (meters)                     GEOID18
 PT0241  DYNAMIC HEIGHT  -        533.283 (meters)     1749.61  (feet) COMP
 PT0241  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 PT0241
 PT0241  VERT ORDER      -  FIRST     CLASS II
 PT0241
 PT0241.The horizontal coordinates were scaled from a map and have
 PT0241.an estimated accuracy of +/- 6 seconds.
 PT0241
 PT0241.The orthometric height was determined by differential leveling and
 PT0241.adjusted by the NATIONAL GEODETIC SURVEY
 PT0241.in June 1991.
 PT0241
 PT0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0241.GEOID18 height accuracy estimate available here.
 PT0241
 PT0241.Click photographs - Photos may exist for this station.
 PT0241
 PT0241.The dynamic height is computed by dividing the NAVD 88
 PT0241.geopotential number by the normal gravity value computed on the
 PT0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0241.degrees latitude (g = 980.6199 gals.).
 PT0241
 PT0241.The modeled gravity was interpolated from observed gravity values.
 PT0241
 PT0241;                    North         East    Units  Estimated Accuracy
 PT0241;SPC SD S     -   229,700.      589,580.      MT  (+/- 180 meters Scaled)
 PT0241
 PT0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ834174(NAD 83)
 PT0241
 PT0241                          SUPERSEDED SURVEY CONTROL
 PT0241
 PT0241  NGVD 29 (??/??/92)  533.008  (m)         1748.71   (f) ADJ UNCH    1 2
 PT0241
 PT0241.Superseded values are not recommended for survey control.
 PT0241
 PT0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0241.See file dsdata.pdf to determine how the superseded data were derived.
 PT0241
 PT0241_MARKER: DD = SURVEY DISK
 PT0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0241_STAMPING: CLUST F 16 1951
 PT0241_MARK LOGO: USACE
 PT0241_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0241+STABILITY: SURFACE MOTION
 PT0241
 PT0241  HISTORY     - Date     Condition        Report By
 PT0241  HISTORY     - 1951     MONUMENTED       USACE
 PT0241  HISTORY     - 1951     GOOD             CGS
 PT0241  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0241
 PT0241                          STATION DESCRIPTION
 PT0241
 PT0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0241'6.2 MI NW FROM FORT PIERRE.
 PT0241'6.15 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0241'AT FORT PIERRE, 60 FEET NORTH OF THE CENTER LINE OF THE OLD
 PT0241'HIGHWAY, 76 FEET NORTHWEST OF A TELEPHONE POLE, 22 FEET NORTH OF
 PT0241'A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 PT0241'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 PT0241'MARK FALLS AT THE EDGE OF A CULTIVATED FIELD.
 PT0241
 PT0241                          STATION RECOVERY (1973)
 PT0241
 PT0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0240 ***********************************************************************
 PT0240  DESIGNATION -  CLUST F 17
 PT0240  PID         -  PT0240
 PT0240  STATE/COUNTY-  SD/STANLEY
 PT0240  COUNTRY     -  US
 PT0240  USGS QUAD   -  OAHE DAM (2017)
 PT0240
 PT0240                         *CURRENT SURVEY CONTROL
 PT0240  ______________________________________________________________________
 PT0240* NAD 83(1986) POSITION- 44 24 03.     (N) 100 27 58.     (W)   SCALED
 PT0240* NAVD 88 ORTHO HEIGHT -   534.102 (meters)     1752.30  (feet) ADJUSTED
 PT0240  ______________________________________________________________________
 PT0240  GEOID HEIGHT    -        -23.255 (meters)                     GEOID18
 PT0240  DYNAMIC HEIGHT  -        533.989 (meters)     1751.93  (feet) COMP
 PT0240  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 PT0240
 PT0240  VERT ORDER      -  FIRST     CLASS II
 PT0240
 PT0240.The horizontal coordinates were scaled from a map and have
 PT0240.an estimated accuracy of +/- 6 seconds.
 PT0240
 PT0240.The orthometric height was determined by differential leveling and
 PT0240.adjusted by the NATIONAL GEODETIC SURVEY
 PT0240.in June 1991.
 PT0240
 PT0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0240.GEOID18 height accuracy estimate available here.
 PT0240
 PT0240.Click photographs - Photos may exist for this station.
 PT0240
 PT0240.The dynamic height is computed by dividing the NAVD 88
 PT0240.geopotential number by the normal gravity value computed on the
 PT0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0240.degrees latitude (g = 980.6199 gals.).
 PT0240
 PT0240.The modeled gravity was interpolated from observed gravity values.
 PT0240
 PT0240;                    North         East    Units  Estimated Accuracy
 PT0240;SPC SD S     -   229,700.      589,420.      MT  (+/- 180 meters Scaled)
 PT0240
 PT0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ832174(NAD 83)
 PT0240
 PT0240                          SUPERSEDED SURVEY CONTROL
 PT0240
 PT0240  NGVD 29 (??/??/92)  533.714  (m)         1751.03   (f) ADJ UNCH    1 2
 PT0240
 PT0240.Superseded values are not recommended for survey control.
 PT0240
 PT0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0240.See file dsdata.pdf to determine how the superseded data were derived.
 PT0240
 PT0240_MARKER: DD = SURVEY DISK
 PT0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0240_STAMPING: CLUST F 17 1951
 PT0240_MARK LOGO: USACE
 PT0240_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0240+STABILITY: SURFACE MOTION
 PT0240
 PT0240  HISTORY     - Date     Condition        Report By
 PT0240  HISTORY     - 1951     MONUMENTED       USACE
 PT0240  HISTORY     - 1951     GOOD             CGS
 PT0240  HISTORY     - 1973     GOOD             USGS
 PT0240
 PT0240                          STATION DESCRIPTION
 PT0240
 PT0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0240'6.2 MI NW FROM FORT PIERRE.
 PT0240'6.25 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0240'AT FORT PIERRE, 287 FEET WEST OF THE NORTH END OF A 24 INCH
 PT0240'PIPE CULVERT, 60 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 PT0240'29 FEET NORTHEAST OF A TELEPHONE POLE, 22 FEET NORTH OF A FENCE,
 PT0240'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0240'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 PT0240
 PT0240                          STATION RECOVERY (1973)
 PT0240
 PT0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0232 ***********************************************************************
 PT0232  DESIGNATION -  CLUST F 18
 PT0232  PID         -  PT0232
 PT0232  STATE/COUNTY-  SD/STANLEY
 PT0232  COUNTRY     -  US
 PT0232  USGS QUAD   -  OAHE DAM (2017)
 PT0232
 PT0232                         *CURRENT SURVEY CONTROL
 PT0232  ______________________________________________________________________
 PT0232* NAD 83(1986) POSITION- 44 24 03.     (N) 100 28 04.     (W)   SCALED
 PT0232* NAVD 88 ORTHO HEIGHT -   535.272 (meters)     1756.14  (feet) ADJUSTED
 PT0232  ______________________________________________________________________
 PT0232  GEOID HEIGHT    -        -23.254 (meters)                     GEOID18
 PT0232  DYNAMIC HEIGHT  -        535.158 (meters)     1755.76  (feet) COMP
 PT0232  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 PT0232
 PT0232  VERT ORDER      -  FIRST     CLASS II
 PT0232
 PT0232.The horizontal coordinates were scaled from a map and have
 PT0232.an estimated accuracy of +/- 6 seconds.
 PT0232
 PT0232.The orthometric height was determined by differential leveling and
 PT0232.adjusted by the NATIONAL GEODETIC SURVEY
 PT0232.in June 1991.
 PT0232
 PT0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0232.GEOID18 height accuracy estimate available here.
 PT0232
 PT0232.Click photographs - Photos may exist for this station.
 PT0232
 PT0232.The dynamic height is computed by dividing the NAVD 88
 PT0232.geopotential number by the normal gravity value computed on the
 PT0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0232.degrees latitude (g = 980.6199 gals.).
 PT0232
 PT0232.The modeled gravity was interpolated from observed gravity values.
 PT0232
 PT0232;                    North         East    Units  Estimated Accuracy
 PT0232;SPC SD S     -   229,700.      589,290.      MT  (+/- 180 meters Scaled)
 PT0232
 PT0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ831174(NAD 83)
 PT0232
 PT0232                          SUPERSEDED SURVEY CONTROL
 PT0232
 PT0232  NGVD 29 (??/??/92)  534.884  (m)         1754.87   (f) ADJ UNCH    1 2
 PT0232
 PT0232.Superseded values are not recommended for survey control.
 PT0232
 PT0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0232.See file dsdata.pdf to determine how the superseded data were derived.
 PT0232
 PT0232_MARKER: DD = SURVEY DISK
 PT0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0232_STAMPING: CLUST F 18 1951
 PT0232_MARK LOGO: USACE
 PT0232_PROJECTION: FLUSH
 PT0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0232+STABILITY: SURFACE MOTION
 PT0232
 PT0232  HISTORY     - Date     Condition        Report By
 PT0232  HISTORY     - 1951     MONUMENTED       USACE
 PT0232  HISTORY     - 1951     GOOD             CGS
 PT0232  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0232
 PT0232                          STATION DESCRIPTION
 PT0232
 PT0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0232'6.4 MI NW FROM FORT PIERRE.
 PT0232'6.35 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0232'AT FORT PIERRE, 250 FEET WEST OF THE EXTENDED CENTER LINE OF A
 PT0232'PRIVATE ROAD LEADING SOUTH, 60 FEET NORTH OF THE CENTER LINE
 PT0232'OF THE OLD HIGHWAY, 27 FEET NORTH OF A TELEPHONE POLE, 22 FEET
 PT0232'NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 PT0232'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THIS
 PT0232'MARK FALLS AT THE EDGE OF A CULTIVATED FIELD.
 PT0232
 PT0232                          STATION RECOVERY (1973)
 PT0232
 PT0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0290 ***********************************************************************
 PT0290  DESIGNATION -  CLUST G 19
 PT0290  PID         -  PT0290
 PT0290  STATE/COUNTY-  SD/STANLEY
 PT0290  COUNTRY     -  US
 PT0290  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0290
 PT0290                         *CURRENT SURVEY CONTROL
 PT0290  ______________________________________________________________________
 PT0290* NAD 83(1986) POSITION- 44 24 40.     (N) 100 32 07.     (W)   SCALED
 PT0290* NAVD 88 ORTHO HEIGHT -   571.110 (meters)     1873.72  (feet) ADJUSTED
 PT0290  ______________________________________________________________________
 PT0290  GEOID HEIGHT    -        -23.154 (meters)                     GEOID18
 PT0290  DYNAMIC HEIGHT  -        570.989 (meters)     1873.32  (feet) COMP
 PT0290  MODELED GRAVITY -    980,387.9   (mgal)                       NAVD 88
 PT0290
 PT0290  VERT ORDER      -  FIRST     CLASS II
 PT0290
 PT0290.The horizontal coordinates were scaled from a map and have
 PT0290.an estimated accuracy of +/- 6 seconds.
 PT0290
 PT0290.The orthometric height was determined by differential leveling and
 PT0290.adjusted by the NATIONAL GEODETIC SURVEY
 PT0290.in June 1991.
 PT0290
 PT0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0290.GEOID18 height accuracy estimate available here.
 PT0290
 PT0290.Click photographs - Photos may exist for this station.
 PT0290
 PT0290.The dynamic height is computed by dividing the NAVD 88
 PT0290.geopotential number by the normal gravity value computed on the
 PT0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0290.degrees latitude (g = 980.6199 gals.).
 PT0290
 PT0290.The modeled gravity was interpolated from observed gravity values.
 PT0290
 PT0290;                    North         East    Units  Estimated Accuracy
 PT0290;SPC SD S     -   230,850.      583,920.      MT  (+/- 180 meters Scaled)
 PT0290
 PT0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ777186(NAD 83)
 PT0290
 PT0290                          SUPERSEDED SURVEY CONTROL
 PT0290
 PT0290  NGVD 29 (??/??/92)  570.725  (m)         1872.45   (f) ADJ UNCH    1 2
 PT0290
 PT0290.Superseded values are not recommended for survey control.
 PT0290
 PT0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0290.See file dsdata.pdf to determine how the superseded data were derived.
 PT0290
 PT0290_MARKER: DD = SURVEY DISK
 PT0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0290_STAMPING: CLUST G 19 1951
 PT0290_MARK LOGO: USACE
 PT0290_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0290+STABILITY: SURFACE MOTION
 PT0290
 PT0290  HISTORY     - Date     Condition        Report By
 PT0290  HISTORY     - 1951     MONUMENTED       USACE
 PT0290  HISTORY     - 1951     GOOD             CGS
 PT0290
 PT0290                          STATION DESCRIPTION
 PT0290
 PT0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0290'10.2 MI NW FROM FORT PIERRE.
 PT0290'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0290'AT FORT PIERRE, THENCE 1.0 MILE NORTHWEST ALONG MISSION RIDGE
 PT0290'ROAD, THENCE 0.15 MILE NORTHEAST ALONG A TRACK ROAD, 200 FEET
 PT0290'SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 2 FEET WEST OF
 PT0290'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0290'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0289 ***********************************************************************
 PT0289  DESIGNATION -  CLUST G 20
 PT0289  PID         -  PT0289
 PT0289  STATE/COUNTY-  SD/STANLEY
 PT0289  COUNTRY     -  US
 PT0289  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0289
 PT0289                         *CURRENT SURVEY CONTROL
 PT0289  ______________________________________________________________________
 PT0289* NAD 83(1986) POSITION- 44 24 43.     (N) 100 32 09.     (W)   SCALED
 PT0289* NAVD 88 ORTHO HEIGHT -   570.776 (meters)     1872.62  (feet) ADJUSTED
 PT0289  ______________________________________________________________________
 PT0289  GEOID HEIGHT    -        -23.150 (meters)                     GEOID18
 PT0289  DYNAMIC HEIGHT  -        570.655 (meters)     1872.22  (feet) COMP
 PT0289  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 PT0289
 PT0289  VERT ORDER      -  FIRST     CLASS II
 PT0289
 PT0289.The horizontal coordinates were scaled from a map and have
 PT0289.an estimated accuracy of +/- 6 seconds.
 PT0289
 PT0289.The orthometric height was determined by differential leveling and
 PT0289.adjusted by the NATIONAL GEODETIC SURVEY
 PT0289.in June 1991.
 PT0289
 PT0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0289.GEOID18 height accuracy estimate available here.
 PT0289
 PT0289.Click photographs - Photos may exist for this station.
 PT0289
 PT0289.The dynamic height is computed by dividing the NAVD 88
 PT0289.geopotential number by the normal gravity value computed on the
 PT0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0289.degrees latitude (g = 980.6199 gals.).
 PT0289
 PT0289.The modeled gravity was interpolated from observed gravity values.
 PT0289
 PT0289;                    North         East    Units  Estimated Accuracy
 PT0289;SPC SD S     -   230,950.      583,870.      MT  (+/- 180 meters Scaled)
 PT0289
 PT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ777187(NAD 83)
 PT0289
 PT0289                          SUPERSEDED SURVEY CONTROL
 PT0289
 PT0289  NGVD 29 (??/??/92)  570.391  (m)         1871.36   (f) ADJ UNCH    1 2
 PT0289
 PT0289.Superseded values are not recommended for survey control.
 PT0289
 PT0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0289.See file dsdata.pdf to determine how the superseded data were derived.
 PT0289
 PT0289_MARKER: DD = SURVEY DISK
 PT0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0289_STAMPING: CLUST G 20 1951
 PT0289_MARK LOGO: USACE
 PT0289_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0289+STABILITY: SURFACE MOTION
 PT0289
 PT0289  HISTORY     - Date     Condition        Report By
 PT0289  HISTORY     - 1951     MONUMENTED       USACE
 PT0289  HISTORY     - 1951     GOOD             CGS
 PT0289
 PT0289                          STATION DESCRIPTION
 PT0289
 PT0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0289'10 MI NW FROM FORT PIERRE.
 PT0289'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0289'AT FORT PIERRE, THENCE 1.0 MILE NORTHWEST ALONG MISSION RIDGE
 PT0289'ROAD, 300 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 PT0289'SOUTHEAST OF THE CENTER LINE OF A TRAIL LEADING NORTHEAST, 2
 PT0289'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0289'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0288 ***********************************************************************
 PT0288  DESIGNATION -  CLUST G 21
 PT0288  PID         -  PT0288
 PT0288  STATE/COUNTY-  SD/STANLEY
 PT0288  COUNTRY     -  US
 PT0288  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0288
 PT0288                         *CURRENT SURVEY CONTROL
 PT0288  ______________________________________________________________________
 PT0288* NAD 83(1986) POSITION- 44 24 47.     (N) 100 32 13.     (W)   SCALED
 PT0288* NAVD 88 ORTHO HEIGHT -   572.043 (meters)     1876.78  (feet) ADJUSTED
 PT0288  ______________________________________________________________________
 PT0288  GEOID HEIGHT    -        -23.146 (meters)                     GEOID18
 PT0288  DYNAMIC HEIGHT  -        571.922 (meters)     1876.38  (feet) COMP
 PT0288  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 PT0288
 PT0288  VERT ORDER      -  FIRST     CLASS II
 PT0288
 PT0288.The horizontal coordinates were scaled from a map and have
 PT0288.an estimated accuracy of +/- 6 seconds.
 PT0288
 PT0288.The orthometric height was determined by differential leveling and
 PT0288.adjusted by the NATIONAL GEODETIC SURVEY
 PT0288.in June 1991.
 PT0288
 PT0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0288.GEOID18 height accuracy estimate available here.
 PT0288
 PT0288.Click photographs - Photos may exist for this station.
 PT0288
 PT0288.The dynamic height is computed by dividing the NAVD 88
 PT0288.geopotential number by the normal gravity value computed on the
 PT0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0288.degrees latitude (g = 980.6199 gals.).
 PT0288
 PT0288.The modeled gravity was interpolated from observed gravity values.
 PT0288
 PT0288;                    North         East    Units  Estimated Accuracy
 PT0288;SPC SD S     -   231,070.      583,780.      MT  (+/- 180 meters Scaled)
 PT0288
 PT0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ776189(NAD 83)
 PT0288
 PT0288                          SUPERSEDED SURVEY CONTROL
 PT0288
 PT0288  NGVD 29 (??/??/92)  571.658  (m)         1875.51   (f) ADJ UNCH    1 2
 PT0288
 PT0288.Superseded values are not recommended for survey control.
 PT0288
 PT0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0288.See file dsdata.pdf to determine how the superseded data were derived.
 PT0288
 PT0288_MARKER: DD = SURVEY DISK
 PT0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0288_STAMPING: CLUST G 21 1951
 PT0288_MARK LOGO: USACE
 PT0288_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0288+STABILITY: SURFACE MOTION
 PT0288
 PT0288  HISTORY     - Date     Condition        Report By
 PT0288  HISTORY     - 1951     MONUMENTED       USACE
 PT0288  HISTORY     - 1951     GOOD             CGS
 PT0288
 PT0288                          STATION DESCRIPTION
 PT0288
 PT0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0288'10.2 MI NW FROM FORT PIERRE.
 PT0288'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0288'AT FORT PIERRE, THENCE 1.05 MILES NORTHWEST ALONG MISSION RIDGE
 PT0288'ROAD, 154 FEET NORTHWEST OF THE CENTER LINE OF A TRAIL LEADING
 PT0288'NORTHEAST, 108 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PT0288'9 FEET NORTHEAST OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 PT0288'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 PT0288'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0282 ***********************************************************************
 PT0282  DESIGNATION -  CLUST H 22
 PT0282  PID         -  PT0282
 PT0282  STATE/COUNTY-  SD/STANLEY
 PT0282  COUNTRY     -  US
 PT0282  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0282
 PT0282                         *CURRENT SURVEY CONTROL
 PT0282  ______________________________________________________________________
 PT0282* NAD 83(1986) POSITION- 44 26 31.     (N) 100 35 30.     (W)   SCALED
 PT0282* NAVD 88 ORTHO HEIGHT -   574.963 (meters)     1886.36  (feet) ADJUSTED
 PT0282  ______________________________________________________________________
 PT0282  GEOID HEIGHT    -        -22.987 (meters)                     GEOID18
 PT0282  DYNAMIC HEIGHT  -        574.843 (meters)     1885.96  (feet) COMP
 PT0282  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 PT0282
 PT0282  VERT ORDER      -  FIRST     CLASS II
 PT0282
 PT0282.The horizontal coordinates were scaled from a map and have
 PT0282.an estimated accuracy of +/- 6 seconds.
 PT0282
 PT0282.The orthometric height was determined by differential leveling and
 PT0282.adjusted by the NATIONAL GEODETIC SURVEY
 PT0282.in June 1991.
 PT0282
 PT0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0282.GEOID18 height accuracy estimate available here.
 PT0282
 PT0282.Click photographs - Photos may exist for this station.
 PT0282
 PT0282.The dynamic height is computed by dividing the NAVD 88
 PT0282.geopotential number by the normal gravity value computed on the
 PT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0282.degrees latitude (g = 980.6199 gals.).
 PT0282
 PT0282.The modeled gravity was interpolated from observed gravity values.
 PT0282
 PT0282;                    North         East    Units  Estimated Accuracy
 PT0282;SPC SD S     -   234,290.      579,430.      MT  (+/- 180 meters Scaled)
 PT0282
 PT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ733221(NAD 83)
 PT0282
 PT0282                          SUPERSEDED SURVEY CONTROL
 PT0282
 PT0282  NGVD 29 (??/??/92)  574.580  (m)         1885.10   (f) ADJ UNCH    1 2
 PT0282
 PT0282.Superseded values are not recommended for survey control.
 PT0282
 PT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0282.See file dsdata.pdf to determine how the superseded data were derived.
 PT0282
 PT0282_MARKER: DD = SURVEY DISK
 PT0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0282_STAMPING: CLUST H 22 1951
 PT0282_MARK LOGO: USACE
 PT0282_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0282+STABILITY: SURFACE MOTION
 PT0282
 PT0282  HISTORY     - Date     Condition        Report By
 PT0282  HISTORY     - 1951     MONUMENTED       USACE
 PT0282  HISTORY     - 1951     GOOD             CGS
 PT0282
 PT0282                          STATION DESCRIPTION
 PT0282
 PT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0282'13.6 MI NW FROM FORT PIERRE.
 PT0282'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0282'AT FORT PIERRE, THENCE 4.45 MILES NORTHWEST ALONG MISSION RIDGE
 PT0282'ROAD, 78 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 PT0282'SOUTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 PT0282'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 PT0282'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0281 ***********************************************************************
 PT0281  DESIGNATION -  CLUST H 23
 PT0281  PID         -  PT0281
 PT0281  STATE/COUNTY-  SD/STANLEY
 PT0281  COUNTRY     -  US
 PT0281  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0281
 PT0281                         *CURRENT SURVEY CONTROL
 PT0281  ______________________________________________________________________
 PT0281* NAD 83(1986) POSITION- 44 26 34.     (N) 100 35 35.     (W)   SCALED
 PT0281* NAVD 88 ORTHO HEIGHT -   576.416 (meters)     1891.12  (feet) ADJUSTED
 PT0281  ______________________________________________________________________
 PT0281  GEOID HEIGHT    -        -22.982 (meters)                     GEOID18
 PT0281  DYNAMIC HEIGHT  -        576.296 (meters)     1890.73  (feet) COMP
 PT0281  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 PT0281
 PT0281  VERT ORDER      -  FIRST     CLASS II
 PT0281
 PT0281.The horizontal coordinates were scaled from a map and have
 PT0281.an estimated accuracy of +/- 6 seconds.
 PT0281
 PT0281.The orthometric height was determined by differential leveling and
 PT0281.adjusted by the NATIONAL GEODETIC SURVEY
 PT0281.in June 1991.
 PT0281
 PT0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0281.GEOID18 height accuracy estimate available here.
 PT0281
 PT0281.Click photographs - Photos may exist for this station.
 PT0281
 PT0281.The dynamic height is computed by dividing the NAVD 88
 PT0281.geopotential number by the normal gravity value computed on the
 PT0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0281.degrees latitude (g = 980.6199 gals.).
 PT0281
 PT0281.The modeled gravity was interpolated from observed gravity values.
 PT0281
 PT0281;                    North         East    Units  Estimated Accuracy
 PT0281;SPC SD S     -   234,390.      579,320.      MT  (+/- 180 meters Scaled)
 PT0281
 PT0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ732222(NAD 83)
 PT0281
 PT0281                          SUPERSEDED SURVEY CONTROL
 PT0281
 PT0281  NGVD 29 (??/??/92)  576.033  (m)         1889.87   (f) ADJ UNCH    1 2
 PT0281
 PT0281.Superseded values are not recommended for survey control.
 PT0281
 PT0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0281.See file dsdata.pdf to determine how the superseded data were derived.
 PT0281
 PT0281_MARKER: DD = SURVEY DISK
 PT0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0281_STAMPING: CLUST H 23 1951
 PT0281_MARK LOGO: USACE
 PT0281_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0281+STABILITY: SURFACE MOTION
 PT0281
 PT0281  HISTORY     - Date     Condition        Report By
 PT0281  HISTORY     - 1951     MONUMENTED       USACE
 PT0281  HISTORY     - 1951     GOOD             CGS
 PT0281
 PT0281                          STATION DESCRIPTION
 PT0281
 PT0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0281'13.6 MI NW FROM FORT PIERRE.
 PT0281'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0281'AT FORT PIERRE, THENCE 4.55 MILES NORTHWEST ALONG MISSION RIDGE
 PT0281'ROAD, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 PT0281'SOUTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 PT0281'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 PT0281'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0280 ***********************************************************************
 PT0280  DESIGNATION -  CLUST H 24
 PT0280  PID         -  PT0280
 PT0280  STATE/COUNTY-  SD/STANLEY
 PT0280  COUNTRY     -  US
 PT0280  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0280
 PT0280                         *CURRENT SURVEY CONTROL
 PT0280  ______________________________________________________________________
 PT0280* NAD 83(1986) POSITION- 44 26 37.     (N) 100 35 39.     (W)   SCALED
 PT0280* NAVD 88 ORTHO HEIGHT -   577.413 (meters)     1894.40  (feet) ADJUSTED
 PT0280  ______________________________________________________________________
 PT0280  GEOID HEIGHT    -        -22.978 (meters)                     GEOID18
 PT0280  DYNAMIC HEIGHT  -        577.293 (meters)     1894.00  (feet) COMP
 PT0280  MODELED GRAVITY -    980,391.5   (mgal)                       NAVD 88
 PT0280
 PT0280  VERT ORDER      -  FIRST     CLASS II
 PT0280
 PT0280.The horizontal coordinates were scaled from a map and have
 PT0280.an estimated accuracy of +/- 6 seconds.
 PT0280
 PT0280.The orthometric height was determined by differential leveling and
 PT0280.adjusted by the NATIONAL GEODETIC SURVEY
 PT0280.in June 1991.
 PT0280
 PT0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0280.GEOID18 height accuracy estimate available here.
 PT0280
 PT0280.Click photographs - Photos may exist for this station.
 PT0280
 PT0280.The dynamic height is computed by dividing the NAVD 88
 PT0280.geopotential number by the normal gravity value computed on the
 PT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0280.degrees latitude (g = 980.6199 gals.).
 PT0280
 PT0280.The modeled gravity was interpolated from observed gravity values.
 PT0280
 PT0280;                    North         East    Units  Estimated Accuracy
 PT0280;SPC SD S     -   234,480.      579,240.      MT  (+/- 180 meters Scaled)
 PT0280
 PT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ731223(NAD 83)
 PT0280
 PT0280                          SUPERSEDED SURVEY CONTROL
 PT0280
 PT0280  NGVD 29 (??/??/92)  577.030  (m)         1893.14   (f) ADJ UNCH    1 2
 PT0280
 PT0280.Superseded values are not recommended for survey control.
 PT0280
 PT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0280.See file dsdata.pdf to determine how the superseded data were derived.
 PT0280
 PT0280_MARKER: DD = SURVEY DISK
 PT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0280_STAMPING: CLUST H 24 1951
 PT0280_MARK LOGO: USACE
 PT0280_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0280+STABILITY: SURFACE MOTION
 PT0280
 PT0280  HISTORY     - Date     Condition        Report By
 PT0280  HISTORY     - 1951     MONUMENTED       USACE
 PT0280  HISTORY     - 1951     GOOD             CGS
 PT0280
 PT0280                          STATION DESCRIPTION
 PT0280
 PT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0280'13.8 MI NW FROM FORT PIERRE.
 PT0280'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0280'AT FORT PIERRE, THENCE 4.65 MILES NORTHWEST ALONG MISSION RIDGE
 PT0280'ROAD.  49 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 130 FEET
 PT0280'WEST OF THE CENTER OF A WIRE GATE.  10 FEET SOUTH OF A FENCE,
 PT0280'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PT0280'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0271 ***********************************************************************
 PT0271  DESIGNATION -  CLUST J 25
 PT0271  PID         -  PT0271
 PT0271  STATE/COUNTY-  SD/STANLEY
 PT0271  COUNTRY     -  US
 PT0271  USGS QUAD   -  LACY (2017)
 PT0271
 PT0271                         *CURRENT SURVEY CONTROL
 PT0271  ______________________________________________________________________
 PT0271* NAD 83(1986) POSITION- 44 28 13.     (N) 100 37 45.     (W)   SCALED
 PT0271* NAVD 88 ORTHO HEIGHT -   607.196 (meters)     1992.11  (feet) ADJUSTED
 PT0271  ______________________________________________________________________
 PT0271  GEOID HEIGHT    -        -22.845 (meters)                     GEOID18
 PT0271  DYNAMIC HEIGHT  -        607.071 (meters)     1991.70  (feet) COMP
 PT0271  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 PT0271
 PT0271  VERT ORDER      -  FIRST     CLASS II
 PT0271
 PT0271.The horizontal coordinates were scaled from a map and have
 PT0271.an estimated accuracy of +/- 6 seconds.
 PT0271
 PT0271.The orthometric height was determined by differential leveling and
 PT0271.adjusted by the NATIONAL GEODETIC SURVEY
 PT0271.in June 1991.
 PT0271
 PT0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0271.GEOID18 height accuracy estimate available here.
 PT0271
 PT0271.Click photographs - Photos may exist for this station.
 PT0271
 PT0271.The dynamic height is computed by dividing the NAVD 88
 PT0271.geopotential number by the normal gravity value computed on the
 PT0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0271.degrees latitude (g = 980.6199 gals.).
 PT0271
 PT0271.The modeled gravity was interpolated from observed gravity values.
 PT0271
 PT0271;                    North         East    Units  Estimated Accuracy
 PT0271;SPC SD S     -   237,450.      576,460.      MT  (+/- 180 meters Scaled)
 PT0271
 PT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ704253(NAD 83)
 PT0271
 PT0271                          SUPERSEDED SURVEY CONTROL
 PT0271
 PT0271  NGVD 29 (??/??/92)  606.812  (m)         1990.85   (f) ADJ UNCH    1 2
 PT0271
 PT0271.Superseded values are not recommended for survey control.
 PT0271
 PT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0271.See file dsdata.pdf to determine how the superseded data were derived.
 PT0271
 PT0271_MARKER: DD = SURVEY DISK
 PT0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0271_STAMPING: CLUST J 25 1951
 PT0271_MARK LOGO: USACE
 PT0271_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0271+STABILITY: SURFACE MOTION
 PT0271
 PT0271  HISTORY     - Date     Condition        Report By
 PT0271  HISTORY     - 1951     MONUMENTED       USACE
 PT0271  HISTORY     - 1951     GOOD             CGS
 PT0271
 PT0271                          STATION DESCRIPTION
 PT0271
 PT0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0271'16.3 MI NW FROM FORT PIERRE.
 PT0271'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0271'AT FORT PIERRE, THENCE 7.2 MILES NORTHWEST ALONG MISSION RIDGE
 PT0271'ROAD, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 PT0271'SOUTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN
 PT0271'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 PT0271'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0268 ***********************************************************************
 PT0268  DESIGNATION -  CLUST J 26
 PT0268  PID         -  PT0268
 PT0268  STATE/COUNTY-  SD/STANLEY
 PT0268  COUNTRY     -  US
 PT0268  USGS QUAD   -  LACY (2017)
 PT0268
 PT0268                         *CURRENT SURVEY CONTROL
 PT0268  ______________________________________________________________________
 PT0268* NAD 83(1986) POSITION- 44 28 17.     (N) 100 37 50.     (W)   SCALED
 PT0268* NAVD 88 ORTHO HEIGHT -   609.116 (meters)     1998.41  (feet) ADJUSTED
 PT0268  ______________________________________________________________________
 PT0268  GEOID HEIGHT    -        -22.840 (meters)                     GEOID18
 PT0268  DYNAMIC HEIGHT  -        608.991 (meters)     1998.00  (feet) COMP
 PT0268  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 PT0268
 PT0268  VERT ORDER      -  FIRST     CLASS II
 PT0268
 PT0268.The horizontal coordinates were scaled from a map and have
 PT0268.an estimated accuracy of +/- 6 seconds.
 PT0268
 PT0268.The orthometric height was determined by differential leveling and
 PT0268.adjusted by the NATIONAL GEODETIC SURVEY
 PT0268.in June 1991.
 PT0268
 PT0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0268.GEOID18 height accuracy estimate available here.
 PT0268
 PT0268.Click photographs - Photos may exist for this station.
 PT0268
 PT0268.The dynamic height is computed by dividing the NAVD 88
 PT0268.geopotential number by the normal gravity value computed on the
 PT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0268.degrees latitude (g = 980.6199 gals.).
 PT0268
 PT0268.The modeled gravity was interpolated from observed gravity values.
 PT0268
 PT0268;                    North         East    Units  Estimated Accuracy
 PT0268;SPC SD S     -   237,580.      576,350.      MT  (+/- 180 meters Scaled)
 PT0268
 PT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ703255(NAD 83)
 PT0268
 PT0268                          SUPERSEDED SURVEY CONTROL
 PT0268
 PT0268  NGVD 29 (??/??/92)  608.732  (m)         1997.15   (f) ADJ UNCH    1 2
 PT0268
 PT0268.Superseded values are not recommended for survey control.
 PT0268
 PT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0268.See file dsdata.pdf to determine how the superseded data were derived.
 PT0268
 PT0268_MARKER: DD = SURVEY DISK
 PT0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0268_STAMPING: CLUST J 26 1951
 PT0268_MARK LOGO: USACE
 PT0268_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0268+STABILITY: SURFACE MOTION
 PT0268
 PT0268  HISTORY     - Date     Condition        Report By
 PT0268  HISTORY     - 1951     MONUMENTED       USACE
 PT0268  HISTORY     - 1951     GOOD             CGS
 PT0268
 PT0268                          STATION DESCRIPTION
 PT0268
 PT0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0268'16.4 MI NW FROM FORT PIERRE.
 PT0268'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0268'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0268'ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 21 FEET
 PT0268'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST,
 PT0268'10 FEET SOUTH OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST,
 PT0268'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 PT0268'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0267 ***********************************************************************
 PT0267  DESIGNATION -  CLUST J 27
 PT0267  PID         -  PT0267
 PT0267  STATE/COUNTY-  SD/STANLEY
 PT0267  COUNTRY     -  US
 PT0267  USGS QUAD   -  LACY (2017)
 PT0267
 PT0267                         *CURRENT SURVEY CONTROL
 PT0267  ______________________________________________________________________
 PT0267* NAD 83(1986) POSITION- 44 28 20.     (N) 100 37 56.     (W)   SCALED
 PT0267* NAVD 88 ORTHO HEIGHT -   608.657 (meters)     1996.90  (feet) ADJUSTED
 PT0267  ______________________________________________________________________
 PT0267  GEOID HEIGHT    -        -22.834 (meters)                     GEOID18
 PT0267  DYNAMIC HEIGHT  -        608.533 (meters)     1996.50  (feet) COMP
 PT0267  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 PT0267
 PT0267  VERT ORDER      -  FIRST     CLASS II
 PT0267
 PT0267.The horizontal coordinates were scaled from a map and have
 PT0267.an estimated accuracy of +/- 6 seconds.
 PT0267
 PT0267.The orthometric height was determined by differential leveling and
 PT0267.adjusted by the NATIONAL GEODETIC SURVEY
 PT0267.in June 1991.
 PT0267
 PT0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0267.GEOID18 height accuracy estimate available here.
 PT0267
 PT0267.Click photographs - Photos may exist for this station.
 PT0267
 PT0267.The dynamic height is computed by dividing the NAVD 88
 PT0267.geopotential number by the normal gravity value computed on the
 PT0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0267.degrees latitude (g = 980.6199 gals.).
 PT0267
 PT0267.The modeled gravity was interpolated from observed gravity values.
 PT0267
 PT0267;                    North         East    Units  Estimated Accuracy
 PT0267;SPC SD S     -   237,670.      576,220.      MT  (+/- 180 meters Scaled)
 PT0267
 PT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ701256(NAD 83)
 PT0267
 PT0267                          SUPERSEDED SURVEY CONTROL
 PT0267
 PT0267  NGVD 29 (??/??/92)  608.274  (m)         1995.65   (f) ADJ UNCH    1 2
 PT0267
 PT0267.Superseded values are not recommended for survey control.
 PT0267
 PT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0267.See file dsdata.pdf to determine how the superseded data were derived.
 PT0267
 PT0267_MARKER: DD = SURVEY DISK
 PT0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0267_STAMPING: CLUST J 27 1951
 PT0267_MARK LOGO: USACE
 PT0267_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0267+STABILITY: SURFACE MOTION
 PT0267
 PT0267  HISTORY     - Date     Condition        Report By
 PT0267  HISTORY     - 1951     MONUMENTED       USACE
 PT0267  HISTORY     - 1951     GOOD             CGS
 PT0267
 PT0267                          STATION DESCRIPTION
 PT0267
 PT0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0267'16.5 MI NW FROM FORT PIERRE.
 PT0267'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0267'AT FORT PIERRE, THENCE 7.4 MILES NORTHWEST ALONG MISSION RIDGE
 PT0267'ROAD, 40 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 PT0267'NORTH, 45 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 7 FEET
 PT0267'SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE
 PT0267'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0365 ***********************************************************************
 PT0365  DESIGNATION -  CLUST K 28
 PT0365  PID         -  PT0365
 PT0365  STATE/COUNTY-  SD/STANLEY
 PT0365  COUNTRY     -  US
 PT0365  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0365
 PT0365                         *CURRENT SURVEY CONTROL
 PT0365  ______________________________________________________________________
 PT0365* NAD 83(1986) POSITION- 44 30 00.     (N) 100 36 17.     (W)   SCALED
 PT0365* NAVD 88 ORTHO HEIGHT -   540.257 (meters)     1772.49  (feet) ADJUSTED
 PT0365  ______________________________________________________________________
 PT0365  GEOID HEIGHT    -        -22.813 (meters)                     GEOID18
 PT0365  DYNAMIC HEIGHT  -        540.150 (meters)     1772.14  (feet) COMP
 PT0365  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PT0365
 PT0365  VERT ORDER      -  FIRST     CLASS II
 PT0365
 PT0365.The horizontal coordinates were scaled from a map and have
 PT0365.an estimated accuracy of +/- 6 seconds.
 PT0365
 PT0365.The orthometric height was determined by differential leveling and
 PT0365.adjusted by the NATIONAL GEODETIC SURVEY
 PT0365.in June 1991.
 PT0365
 PT0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0365.GEOID18 height accuracy estimate available here.
 PT0365
 PT0365.Click photographs - Photos may exist for this station.
 PT0365
 PT0365.The dynamic height is computed by dividing the NAVD 88
 PT0365.geopotential number by the normal gravity value computed on the
 PT0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0365.degrees latitude (g = 980.6199 gals.).
 PT0365
 PT0365.The modeled gravity was interpolated from observed gravity values.
 PT0365
 PT0365;                    North         East    Units  Estimated Accuracy
 PT0365;SPC SD S     -   240,750.      578,420.      MT  (+/- 180 meters Scaled)
 PT0365
 PT0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ724286(NAD 83)
 PT0365
 PT0365                          SUPERSEDED SURVEY CONTROL
 PT0365
 PT0365  NGVD 29 (??/??/92)  539.877  (m)         1771.25   (f) ADJ UNCH    1 2
 PT0365
 PT0365.Superseded values are not recommended for survey control.
 PT0365
 PT0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0365.See file dsdata.pdf to determine how the superseded data were derived.
 PT0365
 PT0365_MARKER: DD = SURVEY DISK
 PT0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0365_STAMPING: CLUST K 28 1951
 PT0365_MARK LOGO: USACE
 PT0365_PROJECTION: FLUSH
 PT0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0365+STABILITY: SURFACE MOTION
 PT0365
 PT0365  HISTORY     - Date     Condition        Report By
 PT0365  HISTORY     - 1951     MONUMENTED       USACE
 PT0365  HISTORY     - 1951     GOOD             CGS
 PT0365
 PT0365                          STATION DESCRIPTION
 PT0365
 PT0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0365'20 MI NW FROM FORT PIERRE.
 PT0365'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0365'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0365'ROAD, THENCE 3.1 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5
 PT0365'MILE WEST TO THE TOP OF A LARGE BLUFF, 0.2 MILE SOUTH OF AN
 PT0365'EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 PT0365'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0366 ***********************************************************************
 PT0366  DESIGNATION -  CLUST K 29
 PT0366  PID         -  PT0366
 PT0366  STATE/COUNTY-  SD/STANLEY
 PT0366  COUNTRY     -  US
 PT0366  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0366
 PT0366                         *CURRENT SURVEY CONTROL
 PT0366  ______________________________________________________________________
 PT0366* NAD 83(1986) POSITION- 44 30 04.     (N) 100 36 20.     (W)   SCALED
 PT0366* NAVD 88 ORTHO HEIGHT -   538.757 (meters)     1767.57  (feet) ADJUSTED
 PT0366  ______________________________________________________________________
 PT0366  GEOID HEIGHT    -        -22.808 (meters)                     GEOID18
 PT0366  DYNAMIC HEIGHT  -        538.651 (meters)     1767.22  (feet) COMP
 PT0366  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 PT0366
 PT0366  VERT ORDER      -  FIRST     CLASS II
 PT0366
 PT0366.The horizontal coordinates were scaled from a map and have
 PT0366.an estimated accuracy of +/- 6 seconds.
 PT0366
 PT0366.The orthometric height was determined by differential leveling and
 PT0366.adjusted by the NATIONAL GEODETIC SURVEY
 PT0366.in June 1991.
 PT0366
 PT0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0366.GEOID18 height accuracy estimate available here.
 PT0366
 PT0366.Click photographs - Photos may exist for this station.
 PT0366
 PT0366.The dynamic height is computed by dividing the NAVD 88
 PT0366.geopotential number by the normal gravity value computed on the
 PT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0366.degrees latitude (g = 980.6199 gals.).
 PT0366
 PT0366.The modeled gravity was interpolated from observed gravity values.
 PT0366
 PT0366;                    North         East    Units  Estimated Accuracy
 PT0366;SPC SD S     -   240,870.      578,350.      MT  (+/- 180 meters Scaled)
 PT0366
 PT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ723287(NAD 83)
 PT0366
 PT0366                          SUPERSEDED SURVEY CONTROL
 PT0366
 PT0366  NGVD 29 (??/??/92)  538.377  (m)         1766.33   (f) ADJ UNCH    1 2
 PT0366
 PT0366.Superseded values are not recommended for survey control.
 PT0366
 PT0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0366.See file dsdata.pdf to determine how the superseded data were derived.
 PT0366
 PT0366_MARKER: DD = SURVEY DISK
 PT0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0366_STAMPING: CLUST K 29 1951
 PT0366_MARK LOGO: USACE
 PT0366_PROJECTION: FLUSH
 PT0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0366+STABILITY: SURFACE MOTION
 PT0366
 PT0366  HISTORY     - Date     Condition        Report By
 PT0366  HISTORY     - 1951     MONUMENTED       USACE
 PT0366  HISTORY     - 1951     GOOD             CGS
 PT0366
 PT0366                          STATION DESCRIPTION
 PT0366
 PT0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0366'20 MI NW FROM FORT PIERRE.
 PT0366'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0366'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0366'ROAD, THENCE 3.1 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5
 PT0366'MILE WEST TO THE TOP OF A LARGE BLUFF, 0.15 MILE SOUTH OF AN
 PT0366'EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 PT0366'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0367 ***********************************************************************
 PT0367  DESIGNATION -  CLUST K 30
 PT0367  PID         -  PT0367
 PT0367  STATE/COUNTY-  SD/STANLEY
 PT0367  COUNTRY     -  US
 PT0367  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0367
 PT0367                         *CURRENT SURVEY CONTROL
 PT0367  ______________________________________________________________________
 PT0367* NAD 83(1986) POSITION- 44 30 05.     (N) 100 36 21.     (W)   SCALED
 PT0367* NAVD 88 ORTHO HEIGHT -   536.822 (meters)     1761.22  (feet) ADJUSTED
 PT0367  ______________________________________________________________________
 PT0367  GEOID HEIGHT    -        -22.807 (meters)                     GEOID18
 PT0367  DYNAMIC HEIGHT  -        536.715 (meters)     1760.87  (feet) COMP
 PT0367  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 PT0367
 PT0367  VERT ORDER      -  FIRST     CLASS II
 PT0367
 PT0367.The horizontal coordinates were scaled from a map and have
 PT0367.an estimated accuracy of +/- 6 seconds.
 PT0367
 PT0367.The orthometric height was determined by differential leveling and
 PT0367.adjusted by the NATIONAL GEODETIC SURVEY
 PT0367.in June 1991.
 PT0367
 PT0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0367.GEOID18 height accuracy estimate available here.
 PT0367
 PT0367.Click photographs - Photos may exist for this station.
 PT0367
 PT0367.The dynamic height is computed by dividing the NAVD 88
 PT0367.geopotential number by the normal gravity value computed on the
 PT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0367.degrees latitude (g = 980.6199 gals.).
 PT0367
 PT0367.The modeled gravity was interpolated from observed gravity values.
 PT0367
 PT0367;                    North         East    Units  Estimated Accuracy
 PT0367;SPC SD S     -   240,900.      578,330.      MT  (+/- 180 meters Scaled)
 PT0367
 PT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ723288(NAD 83)
 PT0367
 PT0367                          SUPERSEDED SURVEY CONTROL
 PT0367
 PT0367  NGVD 29 (??/??/92)  536.442  (m)         1759.98   (f) ADJ UNCH    1 2
 PT0367
 PT0367.Superseded values are not recommended for survey control.
 PT0367
 PT0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0367.See file dsdata.pdf to determine how the superseded data were derived.
 PT0367
 PT0367_MARKER: DD = SURVEY DISK
 PT0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0367_STAMPING: CLUST K 30 1951
 PT0367_MARK LOGO: USACE
 PT0367_PROJECTION: FLUSH
 PT0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0367+STABILITY: SURFACE MOTION
 PT0367
 PT0367  HISTORY     - Date     Condition        Report By
 PT0367  HISTORY     - 1951     MONUMENTED       USACE
 PT0367  HISTORY     - 1951     GOOD             CGS
 PT0367
 PT0367                          STATION DESCRIPTION
 PT0367
 PT0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0367'20 MI NW FROM FORT PIERRE.
 PT0367'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0367'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0367'ROAD, THENCE 3.1 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 PT0367'WEST TO THE TOP OF A LARGE BLUFF, 0.1 MILE SOUTH OF AN EAST
 PT0367'AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 PT0367'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0362 ***********************************************************************
 PT0362  DESIGNATION -  CLUST L 31
 PT0362  PID         -  PT0362
 PT0362  STATE/COUNTY-  SD/STANLEY
 PT0362  COUNTRY     -  US
 PT0362  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0362
 PT0362                         *CURRENT SURVEY CONTROL
 PT0362  ______________________________________________________________________
 PT0362* NAD 83(1986) POSITION- 44 31 42.     (N) 100 35 19.     (W)   SCALED
 PT0362* NAVD 88 ORTHO HEIGHT -   559.474 (meters)     1835.54  (feet) ADJUSTED
 PT0362  ______________________________________________________________________
 PT0362  GEOID HEIGHT    -        -22.765 (meters)                     GEOID18
 PT0362  DYNAMIC HEIGHT  -        559.368 (meters)     1835.19  (feet) COMP
 PT0362  MODELED GRAVITY -    980,410.5   (mgal)                       NAVD 88
 PT0362
 PT0362  VERT ORDER      -  FIRST     CLASS II
 PT0362
 PT0362.The horizontal coordinates were scaled from a map and have
 PT0362.an estimated accuracy of +/- 6 seconds.
 PT0362
 PT0362.The orthometric height was determined by differential leveling and
 PT0362.adjusted by the NATIONAL GEODETIC SURVEY
 PT0362.in June 1991.
 PT0362
 PT0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0362.GEOID18 height accuracy estimate available here.
 PT0362
 PT0362.Click photographs - Photos may exist for this station.
 PT0362
 PT0362.The dynamic height is computed by dividing the NAVD 88
 PT0362.geopotential number by the normal gravity value computed on the
 PT0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0362.degrees latitude (g = 980.6199 gals.).
 PT0362
 PT0362.The modeled gravity was interpolated from observed gravity values.
 PT0362
 PT0362;                    North         East    Units  Estimated Accuracy
 PT0362;SPC SD S     -   243,890.      579,710.      MT  (+/- 180 meters Scaled)
 PT0362
 PT0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ737317(NAD 83)
 PT0362
 PT0362                          SUPERSEDED SURVEY CONTROL
 PT0362
 PT0362  NGVD 29 (??/??/92)  559.094  (m)         1834.29   (f) ADJ UNCH    1 2
 PT0362
 PT0362.Superseded values are not recommended for survey control.
 PT0362
 PT0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0362.See file dsdata.pdf to determine how the superseded data were derived.
 PT0362
 PT0362_MARKER: DD = SURVEY DISK
 PT0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0362_STAMPING: CLUST L 31 1951
 PT0362_MARK LOGO: USACE
 PT0362_PROJECTION: FLUSH
 PT0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0362+STABILITY: SURFACE MOTION
 PT0362
 PT0362  HISTORY     - Date     Condition        Report By
 PT0362  HISTORY     - 1951     MONUMENTED       USACE
 PT0362  HISTORY     - 1951     GOOD             CGS
 PT0362
 PT0362                          STATION DESCRIPTION
 PT0362
 PT0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0362'23.6 MI NW FROM FORT PIERRE.
 PT0362'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0362'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0362'ROAD, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD, THENCE 1.85
 PT0362'MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.1 MILES NORTHWEST
 PT0362'ALONG A WINDING DIRT ROAD, AT THE TOP OF THE BLUFFS, 0.1 MILE
 PT0362'WEST OF THE WEST POINT OF A TRIANGLE FORMED BY A ROAD JUNCTION,
 PT0362'142 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 2.2
 PT0362'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0362'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0360 ***********************************************************************
 PT0360  DESIGNATION -  CLUST L 32
 PT0360  PID         -  PT0360
 PT0360  STATE/COUNTY-  SD/STANLEY
 PT0360  COUNTRY     -  US
 PT0360  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0360
 PT0360                         *CURRENT SURVEY CONTROL
 PT0360  ______________________________________________________________________
 PT0360* NAD 83(1986) POSITION- 44 31 42.     (N) 100 35 17.     (W)   SCALED
 PT0360* NAVD 88 ORTHO HEIGHT -   557.582 (meters)     1829.33  (feet) ADJUSTED
 PT0360  ______________________________________________________________________
 PT0360  GEOID HEIGHT    -        -22.766 (meters)                     GEOID18
 PT0360  DYNAMIC HEIGHT  -        557.476 (meters)     1828.99  (feet) COMP
 PT0360  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 PT0360
 PT0360  VERT ORDER      -  FIRST     CLASS II
 PT0360
 PT0360.The horizontal coordinates were scaled from a map and have
 PT0360.an estimated accuracy of +/- 6 seconds.
 PT0360
 PT0360.The orthometric height was determined by differential leveling and
 PT0360.adjusted by the NATIONAL GEODETIC SURVEY
 PT0360.in June 1991.
 PT0360
 PT0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0360.GEOID18 height accuracy estimate available here.
 PT0360
 PT0360.Click photographs - Photos may exist for this station.
 PT0360
 PT0360.The dynamic height is computed by dividing the NAVD 88
 PT0360.geopotential number by the normal gravity value computed on the
 PT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0360.degrees latitude (g = 980.6199 gals.).
 PT0360
 PT0360.The modeled gravity was interpolated from observed gravity values.
 PT0360
 PT0360;                    North         East    Units  Estimated Accuracy
 PT0360;SPC SD S     -   243,890.      579,750.      MT  (+/- 180 meters Scaled)
 PT0360
 PT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ738317(NAD 83)
 PT0360
 PT0360                          SUPERSEDED SURVEY CONTROL
 PT0360
 PT0360  NGVD 29 (??/??/92)  557.202  (m)         1828.09   (f) ADJ UNCH    1 2
 PT0360
 PT0360.Superseded values are not recommended for survey control.
 PT0360
 PT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0360.See file dsdata.pdf to determine how the superseded data were derived.
 PT0360
 PT0360_MARKER: DD = SURVEY DISK
 PT0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0360_STAMPING: CLUST L 32 1951
 PT0360_MARK LOGO: USACE
 PT0360_PROJECTION: RECESSED 3 CENTIMETERS
 PT0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0360+STABILITY: SURFACE MOTION
 PT0360
 PT0360  HISTORY     - Date     Condition        Report By
 PT0360  HISTORY     - 1951     MONUMENTED       USACE
 PT0360  HISTORY     - 1951     GOOD             CGS
 PT0360
 PT0360                          STATION DESCRIPTION
 PT0360
 PT0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0360'23.4 MI NW FROM FORT PIERRE.
 PT0360'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0360'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0360'ROAD, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD, THENCE 1.85
 PT0360'MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES NORTHWEST
 PT0360'ALONG A WINDING DIRT ROAD, AT THE TOP OF THE BLUFFS, 206 FEET
 PT0360'NORTHEAST OF THE SOUTH POINT OF A TRIANGLE FORMED BY A ROAD
 PT0360'JUNCTION, 102 FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH,
 PT0360'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0360'WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0361 ***********************************************************************
 PT0361  DESIGNATION -  CLUST L 33
 PT0361  PID         -  PT0361
 PT0361  STATE/COUNTY-  SD/STANLEY
 PT0361  COUNTRY     -  US
 PT0361  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0361
 PT0361                         *CURRENT SURVEY CONTROL
 PT0361  ______________________________________________________________________
 PT0361* NAD 83(1986) POSITION- 44 31 42.     (N) 100 35 07.     (W)   SCALED
 PT0361* NAVD 88 ORTHO HEIGHT -   558.614 (meters)     1832.72  (feet) ADJUSTED
 PT0361  ______________________________________________________________________
 PT0361  GEOID HEIGHT    -        -22.770 (meters)                     GEOID18
 PT0361  DYNAMIC HEIGHT  -        558.509 (meters)     1832.37  (feet) COMP
 PT0361  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 PT0361
 PT0361  VERT ORDER      -  FIRST     CLASS II
 PT0361
 PT0361.The horizontal coordinates were scaled from a map and have
 PT0361.an estimated accuracy of +/- 6 seconds.
 PT0361
 PT0361.The orthometric height was determined by differential leveling and
 PT0361.adjusted by the NATIONAL GEODETIC SURVEY
 PT0361.in June 1991.
 PT0361
 PT0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0361.GEOID18 height accuracy estimate available here.
 PT0361
 PT0361.Click photographs - Photos may exist for this station.
 PT0361
 PT0361.The dynamic height is computed by dividing the NAVD 88
 PT0361.geopotential number by the normal gravity value computed on the
 PT0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0361.degrees latitude (g = 980.6199 gals.).
 PT0361
 PT0361.The modeled gravity was interpolated from observed gravity values.
 PT0361
 PT0361;                    North         East    Units  Estimated Accuracy
 PT0361;SPC SD S     -   243,890.      579,970.      MT  (+/- 180 meters Scaled)
 PT0361
 PT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ740317(NAD 83)
 PT0361
 PT0361                          SUPERSEDED SURVEY CONTROL
 PT0361
 PT0361  NGVD 29 (??/??/92)  558.235  (m)         1831.48   (f) ADJ UNCH    1 2
 PT0361
 PT0361.Superseded values are not recommended for survey control.
 PT0361
 PT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0361.See file dsdata.pdf to determine how the superseded data were derived.
 PT0361
 PT0361_MARKER: DB = BENCH MARK DISK
 PT0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0361_STAMPING: CLUST L 33 1951
 PT0361_MARK LOGO: USACE
 PT0361_PROJECTION: FLUSH
 PT0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0361+STABILITY: SURFACE MOTION
 PT0361
 PT0361  HISTORY     - Date     Condition        Report By
 PT0361  HISTORY     - 1951     MONUMENTED       USACE
 PT0361  HISTORY     - 1951     GOOD             CGS
 PT0361
 PT0361                          STATION DESCRIPTION
 PT0361
 PT0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0361'23.6 MI NW FROM FORT PIERRE.
 PT0361'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0361'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0361'ROAD, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD, THENCE 1.85
 PT0361'MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.1 MILES NORTHWEST
 PT0361'ALONG A WINDING DIRT ROAD, AT THE TOP OF THE BLUFFS, 320 FEET
 PT0361'NORTH OF THE NORTH POINT OF A TRIANGLE FORMED BY A ROAD JUNCTION,
 PT0361'181 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 2
 PT0361'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0361'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0234 ***********************************************************************
 PT0234  DESIGNATION -  CM EMB 1
 PT0234  PID         -  PT0234
 PT0234  STATE/COUNTY-  SD/STANLEY
 PT0234  COUNTRY     -  US
 PT0234  USGS QUAD   -  OAHE DAM (2017)
 PT0234
 PT0234                         *CURRENT SURVEY CONTROL
 PT0234  ______________________________________________________________________
 PT0234* NAD 83(1986) POSITION- 44 24 59.     (N) 100 27 22.     (W)   SCALED
 PT0234* NAVD 88 ORTHO HEIGHT -   545.058 (meters)     1788.24  (feet) ADJUSTED
 PT0234  ______________________________________________________________________
 PT0234  GEOID HEIGHT    -        -23.211 (meters)                     GEOID18
 PT0234  DYNAMIC HEIGHT  -        544.945 (meters)     1787.87  (feet) COMP
 PT0234  MODELED GRAVITY -    980,394.5   (mgal)                       NAVD 88
 PT0234
 PT0234  VERT ORDER      -  FIRST     CLASS II
 PT0234
 PT0234.The horizontal coordinates were scaled from a map and have
 PT0234.an estimated accuracy of +/- 6 seconds.
 PT0234
 PT0234.The orthometric height was determined by differential leveling and
 PT0234.adjusted by the NATIONAL GEODETIC SURVEY
 PT0234.in June 1991.
 PT0234
 PT0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0234.GEOID18 height accuracy estimate available here.
 PT0234
 PT0234.Click photographs - Photos may exist for this station.
 PT0234
 PT0234.The dynamic height is computed by dividing the NAVD 88
 PT0234.geopotential number by the normal gravity value computed on the
 PT0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0234.degrees latitude (g = 980.6199 gals.).
 PT0234
 PT0234.The modeled gravity was interpolated from observed gravity values.
 PT0234
 PT0234;                    North         East    Units  Estimated Accuracy
 PT0234;SPC SD S     -   231,430.      590,220.      MT  (+/- 180 meters Scaled)
 PT0234
 PT0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ840191(NAD 83)
 PT0234
 PT0234                          SUPERSEDED SURVEY CONTROL
 PT0234
 PT0234  NGVD 29 (??/??/92)  544.673  (m)         1786.98   (f) ADJ UNCH    1 2
 PT0234
 PT0234.Superseded values are not recommended for survey control.
 PT0234
 PT0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0234.See file dsdata.pdf to determine how the superseded data were derived.
 PT0234
 PT0234_MARKER: DD = SURVEY DISK
 PT0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0234_STAMPING: CM EMB 1 1951
 PT0234_MARK LOGO: USACE
 PT0234_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0234+STABILITY: SURFACE MOTION
 PT0234
 PT0234  HISTORY     - Date     Condition        Report By
 PT0234  HISTORY     - 1951     MONUMENTED       USACE
 PT0234  HISTORY     - 1951     GOOD             CGS
 PT0234
 PT0234                          STATION DESCRIPTION
 PT0234
 PT0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0234'8.1 MI NW FROM FORT PIERRE.
 PT0234'6.3 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0234'AT FORT PIERRE, THENCE 1.0 MILE NORTH ALONG A TRAIL, THENCE 0.5
 PT0234'MILE EAST ALONG A TRAIL, THENCE 0.3 MILE NORTHEAST ACROSS A
 PT0234'HAY MEADOW, 0.1 MILE EAST OF A NORTH AND SOUTH FENCE, 2 FEET
 PT0234'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 PT0234'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0235 ***********************************************************************
 PT0235  DESIGNATION -  CM EMB 2
 PT0235  PID         -  PT0235
 PT0235  STATE/COUNTY-  SD/STANLEY
 PT0235  COUNTRY     -  US
 PT0235  USGS QUAD   -  OAHE DAM (2017)
 PT0235
 PT0235                         *CURRENT SURVEY CONTROL
 PT0235  ______________________________________________________________________
 PT0235* NAD 83(1986) POSITION- 44 25 21.     (N) 100 27 05.     (W)   SCALED
 PT0235* NAVD 88 ORTHO HEIGHT -   553.277 (meters)     1815.21  (feet) ADJUSTED
 PT0235  ______________________________________________________________________
 PT0235  GEOID HEIGHT    -        -23.196 (meters)                     GEOID18
 PT0235  DYNAMIC HEIGHT  -        553.164 (meters)     1814.84  (feet) COMP
 PT0235  MODELED GRAVITY -    980,396.3   (mgal)                       NAVD 88
 PT0235
 PT0235  VERT ORDER      -  FIRST     CLASS II
 PT0235
 PT0235.The horizontal coordinates were scaled from a map and have
 PT0235.an estimated accuracy of +/- 6 seconds.
 PT0235
 PT0235.The orthometric height was determined by differential leveling and
 PT0235.adjusted by the NATIONAL GEODETIC SURVEY
 PT0235.in June 1991.
 PT0235
 PT0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0235.GEOID18 height accuracy estimate available here.
 PT0235
 PT0235.Click photographs - Photos may exist for this station.
 PT0235
 PT0235.The dynamic height is computed by dividing the NAVD 88
 PT0235.geopotential number by the normal gravity value computed on the
 PT0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0235.degrees latitude (g = 980.6199 gals.).
 PT0235
 PT0235.The modeled gravity was interpolated from observed gravity values.
 PT0235
 PT0235;                    North         East    Units  Estimated Accuracy
 PT0235;SPC SD S     -   232,110.      590,600.      MT  (+/- 180 meters Scaled)
 PT0235
 PT0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ844198(NAD 83)
 PT0235
 PT0235                          SUPERSEDED SURVEY CONTROL
 PT0235
 PT0235  NGVD 29 (??/??/92)  552.893  (m)         1813.95   (f) ADJ UNCH    1 2
 PT0235
 PT0235.Superseded values are not recommended for survey control.
 PT0235
 PT0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0235.See file dsdata.pdf to determine how the superseded data were derived.
 PT0235
 PT0235_MARKER: DD = SURVEY DISK
 PT0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0235_STAMPING: CM EMB 2 1951
 PT0235_MARK LOGO: USACE
 PT0235_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0235+STABILITY: SURFACE MOTION
 PT0235
 PT0235  HISTORY     - Date     Condition        Report By
 PT0235  HISTORY     - 1951     MONUMENTED       DOD
 PT0235  HISTORY     - 1951     GOOD             CGS
 PT0235
 PT0235                          STATION DESCRIPTION
 PT0235
 PT0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0235'8.8 MI NW FROM FORT PIERRE.
 PT0235'6.3 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0235'AT FORT PIERRE, THENCE 1.0 MILE NORTH ALONG A TRAIL, THENCE 0.5
 PT0235'MILE EAST ALONG A TRAIL, THENCE 0.5 MILE NORTH ALONG A FENCE, THENCE
 PT0235'0.5 MILE NORTHEAST ACROSS A PASTURE, AT THE CREST OF A RIDGE, 12
 PT0235'FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST
 PT0235'TRAIL, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 PT0235'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0214 ***********************************************************************
 PT0214  DESIGNATION -  CM EMB 3
 PT0214  PID         -  PT0214
 PT0214  STATE/COUNTY-  SD/STANLEY
 PT0214  COUNTRY     -  US
 PT0214  USGS QUAD   -  OAHE DAM (2017)
 PT0214
 PT0214                         *CURRENT SURVEY CONTROL
 PT0214  ______________________________________________________________________
 PT0214* NAD 83(1986) POSITION- 44 26 16.     (N) 100 25 31.     (W)   SCALED
 PT0214* NAVD 88 ORTHO HEIGHT -   548.653 (meters)     1800.04  (feet) ADJUSTED
 PT0214  ______________________________________________________________________
 PT0214  GEOID HEIGHT    -        -23.178 (meters)                     GEOID18
 PT0214  DYNAMIC HEIGHT  -        548.544 (meters)     1799.68  (feet) COMP
 PT0214  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 PT0214
 PT0214  VERT ORDER      -  FIRST     CLASS II
 PT0214
 PT0214.The horizontal coordinates were scaled from a map and have
 PT0214.an estimated accuracy of +/- 6 seconds.
 PT0214
 PT0214.The orthometric height was determined by differential leveling and
 PT0214.adjusted by the NATIONAL GEODETIC SURVEY
 PT0214.in June 1991.
 PT0214
 PT0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0214.GEOID18 height accuracy estimate available here.
 PT0214
 PT0214.Click photographs - Photos may exist for this station.
 PT0214
 PT0214.The dynamic height is computed by dividing the NAVD 88
 PT0214.geopotential number by the normal gravity value computed on the
 PT0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0214.degrees latitude (g = 980.6199 gals.).
 PT0214
 PT0214.The modeled gravity was interpolated from observed gravity values.
 PT0214
 PT0214;                    North         East    Units  Estimated Accuracy
 PT0214;SPC SD S     -   233,800.      592,680.      MT  (+/- 180 meters Scaled)
 PT0214
 PT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ865214(NAD 83)
 PT0214
 PT0214                          SUPERSEDED SURVEY CONTROL
 PT0214
 PT0214  NGVD 29 (??/??/92)  548.276  (m)         1798.80   (f) ADJ UNCH    1 2
 PT0214
 PT0214.Superseded values are not recommended for survey control.
 PT0214
 PT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0214.See file dsdata.pdf to determine how the superseded data were derived.
 PT0214
 PT0214_MARKER: DD = SURVEY DISK
 PT0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0214_STAMPING: CM EMB 3 1951
 PT0214_MARK LOGO: USACE
 PT0214_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0214+STABILITY: SURFACE MOTION
 PT0214
 PT0214  HISTORY     - Date     Condition        Report By
 PT0214  HISTORY     - 1951     MONUMENTED       USACE
 PT0214  HISTORY     - 1951     GOOD             CGS
 PT0214
 PT0214                          STATION DESCRIPTION
 PT0214
 PT0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0214'6.4 MI NW FROM FORT PIERRE.
 PT0214'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0214'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 5.0 MILES
 PT0214'NORTH ALONG THE ROAD LEADING TO OAHE DAM, 0.7 MILE SOUTHWEST OF
 PT0214'THE SOUTHWEST END OF THE DAM, IN LINE WITH THE CENTER LINE OF THE
 PT0214'DAM, 27 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET EAST OF
 PT0214'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0214'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0213 ***********************************************************************
 PT0213  DESIGNATION -  CM EMB 4
 PT0213  PID         -  PT0213
 PT0213  STATE/COUNTY-  SD/STANLEY
 PT0213  COUNTRY     -  US
 PT0213  USGS QUAD   -  OAHE DAM (2017)
 PT0213
 PT0213                         *CURRENT SURVEY CONTROL
 PT0213  ______________________________________________________________________
 PT0213* NAD 83(1986) POSITION- 44 26 13.     (N) 100 25 19.     (W)   SCALED
 PT0213* NAVD 88 ORTHO HEIGHT -   526.784 (meters)     1728.29  (feet) ADJUSTED
 PT0213  ______________________________________________________________________
 PT0213  GEOID HEIGHT    -        -23.183 (meters)                     GEOID18
 PT0213  DYNAMIC HEIGHT  -        526.678 (meters)     1727.94  (feet) COMP
 PT0213  MODELED GRAVITY -    980,402.0   (mgal)                       NAVD 88
 PT0213
 PT0213  VERT ORDER      -  FIRST     CLASS II
 PT0213
 PT0213.The horizontal coordinates were scaled from a map and have
 PT0213.an estimated accuracy of +/- 6 seconds.
 PT0213
 PT0213.The orthometric height was determined by differential leveling and
 PT0213.adjusted by the NATIONAL GEODETIC SURVEY
 PT0213.in June 1991.
 PT0213
 PT0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0213.GEOID18 height accuracy estimate available here.
 PT0213
 PT0213.Click photographs - Photos may exist for this station.
 PT0213
 PT0213.The dynamic height is computed by dividing the NAVD 88
 PT0213.geopotential number by the normal gravity value computed on the
 PT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0213.degrees latitude (g = 980.6199 gals.).
 PT0213
 PT0213.The modeled gravity was interpolated from observed gravity values.
 PT0213
 PT0213;                    North         East    Units  Estimated Accuracy
 PT0213;SPC SD S     -   233,710.      592,950.      MT  (+/- 180 meters Scaled)
 PT0213
 PT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ868213(NAD 83)
 PT0213
 PT0213                          SUPERSEDED SURVEY CONTROL
 PT0213
 PT0213  NGVD 29 (??/??/92)  526.406  (m)         1727.05   (f) ADJ UNCH    1 2
 PT0213
 PT0213.Superseded values are not recommended for survey control.
 PT0213
 PT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0213.See file dsdata.pdf to determine how the superseded data were derived.
 PT0213
 PT0213_MARKER: DD = SURVEY DISK
 PT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0213_STAMPING: CM EMB 4 1951
 PT0213_MARK LOGO: USACE
 PT0213_PROJECTION: FLUSH
 PT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0213+STABILITY: SURFACE MOTION
 PT0213
 PT0213  HISTORY     - Date     Condition        Report By
 PT0213  HISTORY     - 1951     MONUMENTED       USACE
 PT0213  HISTORY     - 1951     GOOD             CGS
 PT0213
 PT0213                          STATION DESCRIPTION
 PT0213
 PT0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0213'6.4 MI NW FROM FORT PIERRE.
 PT0213'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0213'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 5.0 MILES
 PT0213'NORTH ALONG THE ROAD LEADING TO OAHE DAM, IN LINE WITH THE
 PT0213'CENTER LINE OF THE SOUTHWEST EDGE OF THE DAM, 2 FEET EAST OF
 PT0213'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PT0213'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0206 ***********************************************************************
 PT0206  DESIGNATION -  CM EMB 5
 PT0206  PID         -  PT0206
 PT0206  STATE/COUNTY-  SD/HUGHES
 PT0206  COUNTRY     -  US
 PT0206  USGS QUAD   -  OAHE DAM (2017)
 PT0206
 PT0206                         *CURRENT SURVEY CONTROL
 PT0206  ______________________________________________________________________
 PT0206* NAD 83(1986) POSITION- 44 27 42.     (N) 100 22 58.     (W)   SCALED
 PT0206* NAVD 88 ORTHO HEIGHT -   528.573 (meters)     1734.16  (feet) ADJUSTED
 PT0206  ______________________________________________________________________
 PT0206  GEOID HEIGHT    -        -23.158 (meters)                     GEOID18
 PT0206  DYNAMIC HEIGHT  -        528.471 (meters)     1733.83  (feet) COMP
 PT0206  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 PT0206
 PT0206  VERT ORDER      -  FIRST     CLASS II
 PT0206
 PT0206.The horizontal coordinates were scaled from a map and have
 PT0206.an estimated accuracy of +/- 6 seconds.
 PT0206
 PT0206.The orthometric height was determined by differential leveling and
 PT0206.adjusted by the NATIONAL GEODETIC SURVEY
 PT0206.in June 1991.
 PT0206
 PT0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0206.GEOID18 height accuracy estimate available here.
 PT0206
 PT0206.Click photographs - Photos may exist for this station.
 PT0206
 PT0206.The dynamic height is computed by dividing the NAVD 88
 PT0206.geopotential number by the normal gravity value computed on the
 PT0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0206.degrees latitude (g = 980.6199 gals.).
 PT0206
 PT0206.The modeled gravity was interpolated from observed gravity values.
 PT0206
 PT0206;                    North         East    Units  Estimated Accuracy
 PT0206;SPC SD S     -   236,450.      596,070.      MT  (+/- 180 meters Scaled)
 PT0206
 PT0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ900240(NAD 83)
 PT0206
 PT0206                          SUPERSEDED SURVEY CONTROL
 PT0206
 PT0206  NGVD 29 (??/??/92)  528.187  (m)         1732.89   (f) ADJ UNCH    1 2
 PT0206
 PT0206.Superseded values are not recommended for survey control.
 PT0206
 PT0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0206.See file dsdata.pdf to determine how the superseded data were derived.
 PT0206
 PT0206_MARKER: DD = SURVEY DISK
 PT0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0206_STAMPING: CM EMB 5 1951
 PT0206_MARK LOGO: USACE
 PT0206_PROJECTION: FLUSH
 PT0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0206+STABILITY: SURFACE MOTION
 PT0206
 PT0206  HISTORY     - Date     Condition        Report By
 PT0206  HISTORY     - 1951     MONUMENTED       USACE
 PT0206  HISTORY     - 1951     GOOD             CGS
 PT0206
 PT0206                          STATION DESCRIPTION
 PT0206
 PT0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0206'8.2 MI N FROM PIERRE.
 PT0206'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0206'AT PIERRE, THENCE, 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0206'1.65 MILES WEST ALONG A GRAVELED ROAD, 38 FEET NORTH OF THE
 PT0206'CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF A TELEPHONE POLE,
 PT0206'9 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PT0206'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0204 ***********************************************************************
 PT0204  DESIGNATION -  CM EMB 6
 PT0204  PID         -  PT0204
 PT0204  STATE/COUNTY-  SD/HUGHES
 PT0204  COUNTRY     -  US
 PT0204  USGS QUAD   -  PIERRE NE (2017)
 PT0204
 PT0204                         *CURRENT SURVEY CONTROL
 PT0204  ______________________________________________________________________
 PT0204* NAD 83(1986) POSITION- 44 28 09.     (N) 100 22 14.     (W)   SCALED
 PT0204* NAVD 88 ORTHO HEIGHT -   527.670 (meters)     1731.20  (feet) ADJUSTED
 PT0204  ______________________________________________________________________
 PT0204  GEOID HEIGHT    -        -23.155 (meters)                     GEOID18
 PT0204  DYNAMIC HEIGHT  -        527.568 (meters)     1730.86  (feet) COMP
 PT0204  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 PT0204
 PT0204  VERT ORDER      -  FIRST     CLASS II
 PT0204
 PT0204.The horizontal coordinates were scaled from a map and have
 PT0204.an estimated accuracy of +/- 6 seconds.
 PT0204
 PT0204.The orthometric height was determined by differential leveling and
 PT0204.adjusted by the NATIONAL GEODETIC SURVEY
 PT0204.in June 1991.
 PT0204
 PT0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0204.GEOID18 height accuracy estimate available here.
 PT0204
 PT0204.Click photographs - Photos may exist for this station.
 PT0204
 PT0204.The dynamic height is computed by dividing the NAVD 88
 PT0204.geopotential number by the normal gravity value computed on the
 PT0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0204.degrees latitude (g = 980.6199 gals.).
 PT0204
 PT0204.The modeled gravity was interpolated from observed gravity values.
 PT0204
 PT0204;                    North         East    Units  Estimated Accuracy
 PT0204;SPC SD S     -   237,290.      597,040.      MT  (+/- 180 meters Scaled)
 PT0204
 PT0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ909248(NAD 83)
 PT0204
 PT0204                          SUPERSEDED SURVEY CONTROL
 PT0204
 PT0204  NGVD 29 (??/??/92)  527.285  (m)         1729.93   (f) ADJ UNCH    1 2
 PT0204
 PT0204.Superseded values are not recommended for survey control.
 PT0204
 PT0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0204.See file dsdata.pdf to determine how the superseded data were derived.
 PT0204
 PT0204_MARKER: DD = SURVEY DISK
 PT0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0204_STAMPING: CM EMB 6 1951
 PT0204_MARK LOGO: USACE
 PT0204_PROJECTION: FLUSH
 PT0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0204+STABILITY: SURFACE MOTION
 PT0204
 PT0204  HISTORY     - Date     Condition        Report By
 PT0204  HISTORY     - 1951     MONUMENTED       USACE
 PT0204  HISTORY     - 1951     GOOD             CGS
 PT0204
 PT0204                          STATION DESCRIPTION
 PT0204
 PT0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0204'8.2 MI N FROM PIERRE.
 PT0204'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0204'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0204'1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH
 PT0204'ALONG A TRACK ROAD, 0.1 MILE SOUTH OF A SMALL SCHOOLHOUSE, 52
 PT0204'FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 14 FEET EAST
 PT0204'OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 PT0204'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0201 ***********************************************************************
 PT0201  DESIGNATION -  CM EMB 7
 PT0201  PID         -  PT0201
 PT0201  STATE/COUNTY-  SD/HUGHES
 PT0201  COUNTRY     -  US
 PT0201  USGS QUAD   -  PIERRE NE (2017)
 PT0201
 PT0201                         *CURRENT SURVEY CONTROL
 PT0201  ______________________________________________________________________
 PT0201* NAD 83(1986) POSITION- 44 28 32.     (N) 100 21 32.     (W)   SCALED
 PT0201* NAVD 88 ORTHO HEIGHT -   526.919 (meters)     1728.73  (feet) ADJUSTED
 PT0201  ______________________________________________________________________
 PT0201  GEOID HEIGHT    -        -23.158 (meters)                     GEOID18
 PT0201  DYNAMIC HEIGHT  -        526.818 (meters)     1728.40  (feet) COMP
 PT0201  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 PT0201
 PT0201  VERT ORDER      -  FIRST     CLASS II
 PT0201
 PT0201.The horizontal coordinates were scaled from a map and have
 PT0201.an estimated accuracy of +/- 6 seconds.
 PT0201
 PT0201.The orthometric height was determined by differential leveling and
 PT0201.adjusted by the NATIONAL GEODETIC SURVEY
 PT0201.in June 1991.
 PT0201
 PT0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0201.GEOID18 height accuracy estimate available here.
 PT0201
 PT0201.Click photographs - Photos may exist for this station.
 PT0201
 PT0201.The dynamic height is computed by dividing the NAVD 88
 PT0201.geopotential number by the normal gravity value computed on the
 PT0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0201.degrees latitude (g = 980.6199 gals.).
 PT0201
 PT0201.The modeled gravity was interpolated from observed gravity values.
 PT0201
 PT0201;                    North         East    Units  Estimated Accuracy
 PT0201;SPC SD S     -   238,000.      597,970.      MT  (+/- 180 meters Scaled)
 PT0201
 PT0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ919255(NAD 83)
 PT0201
 PT0201                          SUPERSEDED SURVEY CONTROL
 PT0201
 PT0201  NGVD 29 (??/??/92)  526.531  (m)         1727.46   (f) ADJ UNCH    1 2
 PT0201
 PT0201.Superseded values are not recommended for survey control.
 PT0201
 PT0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0201.See file dsdata.pdf to determine how the superseded data were derived.
 PT0201
 PT0201_MARKER: DD = SURVEY DISK
 PT0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0201_STAMPING: CM EMB 7 1951
 PT0201_MARK LOGO: USACE
 PT0201_PROJECTION: FLUSH
 PT0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0201+STABILITY: SURFACE MOTION
 PT0201
 PT0201  HISTORY     - Date     Condition        Report By
 PT0201  HISTORY     - 1951     MONUMENTED       USACE
 PT0201  HISTORY     - 1951     GOOD             CGS
 PT0201
 PT0201                          STATION DESCRIPTION
 PT0201
 PT0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0201'8 MI N FROM PIERRE.
 PT0201'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0201'AT PIERRE, THENCE 6.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0201'0.45 MILE WEST ALONG A TRACK ROAD, 42 FEET SOUTH OF THE CENTER
 PT0201'LINE OF THE TRACK ROAD, 8 FEET SOUTH OF A FENCE, 2 FEET SOUTHEAST
 PT0201'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0201'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0263 ***********************************************************************
 PT0263  DESIGNATION -  CM OWK 1
 PT0263  PID         -  PT0263
 PT0263  STATE/COUNTY-  SD/HUGHES
 PT0263  COUNTRY     -  US
 PT0263  USGS QUAD   -  OAHE DAM (2017)
 PT0263
 PT0263                         *CURRENT SURVEY CONTROL
 PT0263  ______________________________________________________________________
 PT0263* NAD 83(1986) POSITION- 44 29 20.     (N) 100 28 52.     (W)   SCALED
 PT0263* NAVD 88 ORTHO HEIGHT -   557.713 (meters)     1829.76  (feet) ADJUSTED
 PT0263  ______________________________________________________________________
 PT0263  GEOID HEIGHT    -        -22.994 (meters)                     GEOID18
 PT0263  DYNAMIC HEIGHT  -        557.606 (meters)     1829.41  (feet) COMP
 PT0263  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 PT0263
 PT0263  VERT ORDER      -  FIRST     CLASS II
 PT0263
 PT0263.The horizontal coordinates were scaled from a map and have
 PT0263.an estimated accuracy of +/- 6 seconds.
 PT0263
 PT0263.The orthometric height was determined by differential leveling and
 PT0263.adjusted by the NATIONAL GEODETIC SURVEY
 PT0263.in June 1991.
 PT0263
 PT0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0263.GEOID18 height accuracy estimate available here.
 PT0263
 PT0263.Click photographs - Photos may exist for this station.
 PT0263
 PT0263.The dynamic height is computed by dividing the NAVD 88
 PT0263.geopotential number by the normal gravity value computed on the
 PT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0263.degrees latitude (g = 980.6199 gals.).
 PT0263
 PT0263.The modeled gravity was interpolated from observed gravity values.
 PT0263
 PT0263;                    North         East    Units  Estimated Accuracy
 PT0263;SPC SD S     -   239,490.      588,250.      MT  (+/- 180 meters Scaled)
 PT0263
 PT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ822272(NAD 83)
 PT0263
 PT0263                          SUPERSEDED SURVEY CONTROL
 PT0263
 PT0263  NGVD 29 (??/??/92)  557.330  (m)         1828.51   (f) ADJ UNCH    1 2
 PT0263
 PT0263.Superseded values are not recommended for survey control.
 PT0263
 PT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0263.See file dsdata.pdf to determine how the superseded data were derived.
 PT0263
 PT0263_MARKER: DD = SURVEY DISK
 PT0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0263_STAMPING: CK OWK 1 1951
 PT0263_MARK LOGO: USACE
 PT0263_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0263+STABILITY: SURFACE MOTION
 PT0263
 PT0263  HISTORY     - Date     Condition        Report By
 PT0263  HISTORY     - 1951     MONUMENTED       USACE
 PT0263  HISTORY     - 1951     GOOD             CGS
 PT0263
 PT0263                          STATION DESCRIPTION
 PT0263
 PT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0263'16.6 MI NW FROM PIERRE.
 PT0263'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0263'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0263'5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH
 PT0263'ALONG A TRAIL, THENCE 0.5 MILE WEST ALONG A FENCE, THENCE 1.2
 PT0263'MILES SOUTHWEST ACROSS A PASTURE, ON TOP OF THE BLUFFS OVERLOOKING
 PT0263'THE MISSOURI RIVER, 0.1 MILE SOUTH OF THE MOST SOUTHERLY ONE OF
 PT0263'4 SMALL TREES, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 PT0263'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0264 ***********************************************************************
 PT0264  DESIGNATION -  CM OWK 2
 PT0264  PID         -  PT0264
 PT0264  STATE/COUNTY-  SD/HUGHES
 PT0264  COUNTRY     -  US
 PT0264  USGS QUAD   -  OAHE DAM (2017)
 PT0264
 PT0264                         *CURRENT SURVEY CONTROL
 PT0264  ______________________________________________________________________
 PT0264* NAD 83(1986) POSITION- 44 28 53.     (N) 100 29 47.     (W)   SCALED
 PT0264* NAVD 88 ORTHO HEIGHT -   476.414 (meters)     1563.03  (feet) ADJUSTED
 PT0264  ______________________________________________________________________
 PT0264  GEOID HEIGHT    -        -22.997 (meters)                     GEOID18
 PT0264  DYNAMIC HEIGHT  -        476.321 (meters)     1562.73  (feet) COMP
 PT0264  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 PT0264
 PT0264  VERT ORDER      -  FIRST     CLASS II
 PT0264
 PT0264.The horizontal coordinates were scaled from a map and have
 PT0264.an estimated accuracy of +/- 6 seconds.
 PT0264
 PT0264.The orthometric height was determined by differential leveling and
 PT0264.adjusted by the NATIONAL GEODETIC SURVEY
 PT0264.in June 1991.
 PT0264
 PT0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0264.GEOID18 height accuracy estimate available here.
 PT0264
 PT0264.Click photographs - Photos may exist for this station.
 PT0264
 PT0264.The dynamic height is computed by dividing the NAVD 88
 PT0264.geopotential number by the normal gravity value computed on the
 PT0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0264.degrees latitude (g = 980.6199 gals.).
 PT0264
 PT0264.The modeled gravity was interpolated from observed gravity values.
 PT0264
 PT0264;                    North         East    Units  Estimated Accuracy
 PT0264;SPC SD S     -   238,660.      587,030.      MT  (+/- 180 meters Scaled)
 PT0264
 PT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ810264(NAD 83)
 PT0264
 PT0264                          SUPERSEDED SURVEY CONTROL
 PT0264
 PT0264  NGVD 29 (??/??/92)  476.029  (m)         1561.77   (f) ADJ UNCH    1 2
 PT0264
 PT0264.Superseded values are not recommended for survey control.
 PT0264
 PT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0264.See file dsdata.pdf to determine how the superseded data were derived.
 PT0264
 PT0264_MARKER: DD = SURVEY DISK
 PT0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0264_STAMPING: CM OWK 2 1951
 PT0264_MARK LOGO: USACE
 PT0264_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0264+STABILITY: SURFACE MOTION
 PT0264
 PT0264  HISTORY     - Date     Condition        Report By
 PT0264  HISTORY     - 1951     MONUMENTED       USACE
 PT0264  HISTORY     - 1951     GOOD             CGS
 PT0264
 PT0264                          STATION DESCRIPTION
 PT0264
 PT0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0264'17.6 MI NW FROM PIERRE.
 PT0264'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0264'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0264'5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG
 PT0264'A TRAIL, THENCE 0.5 MILE WEST ALONG A FENCE, THENCE 1.2 MILES
 PT0264'SOUTHWEST ACROSS A PASTURE, THENCE 1.0 MILE SOUTHEAST DOWN THE
 PT0264'SOUTH SLOPE OF THE BLUFFS OVERLOOKING THE MISSOURI RIVER, ON TOP
 PT0264'OF A KNOLL AT THE FOOT OF THE BLUFFS, 2 FEET WEST OF A WITNESS
 PT0264'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 PT0264'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0217 ***********************************************************************
 PT0217  DESIGNATION -  CM OWK 3
 PT0217  PID         -  PT0217
 PT0217  STATE/COUNTY-  SD/STANLEY
 PT0217  COUNTRY     -  US
 PT0217  USGS QUAD   -  OAHE DAM (2017)
 PT0217
 PT0217                         *CURRENT SURVEY CONTROL
 PT0217  ______________________________________________________________________
 PT0217* NAD 83(1986) POSITION- 44 27 04.     (N) 100 25 50.     (W)   SCALED
 PT0217* NAVD 88 ORTHO HEIGHT -   484.847 (meters)     1590.70  (feet) ADJUSTED
 PT0217  ______________________________________________________________________
 PT0217  GEOID HEIGHT    -        -23.139 (meters)                     GEOID18
 PT0217  DYNAMIC HEIGHT  -        484.750 (meters)     1590.38  (feet) COMP
 PT0217  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 PT0217
 PT0217  VERT ORDER      -  FIRST     CLASS II
 PT0217
 PT0217.The horizontal coordinates were scaled from a map and have
 PT0217.an estimated accuracy of +/- 6 seconds.
 PT0217
 PT0217.The orthometric height was determined by differential leveling and
 PT0217.adjusted by the NATIONAL GEODETIC SURVEY
 PT0217.in June 1991.
 PT0217
 PT0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0217.GEOID18 height accuracy estimate available here.
 PT0217
 PT0217.Click photographs - Photos may exist for this station.
 PT0217
 PT0217.The dynamic height is computed by dividing the NAVD 88
 PT0217.geopotential number by the normal gravity value computed on the
 PT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0217.degrees latitude (g = 980.6199 gals.).
 PT0217
 PT0217.The modeled gravity was interpolated from observed gravity values.
 PT0217
 PT0217;                    North         East    Units  Estimated Accuracy
 PT0217;SPC SD S     -   235,280.      592,260.      MT  (+/- 180 meters Scaled)
 PT0217
 PT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ861229(NAD 83)
 PT0217
 PT0217                          SUPERSEDED SURVEY CONTROL
 PT0217
 PT0217  NGVD 29 (??/??/92)  484.472  (m)         1589.47   (f) ADJ UNCH    1 2
 PT0217
 PT0217.Superseded values are not recommended for survey control.
 PT0217
 PT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0217.See file dsdata.pdf to determine how the superseded data were derived.
 PT0217
 PT0217_MARKER: DD = SURVEY DISK
 PT0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0217_STAMPING: CM OWK 3 1951
 PT0217_MARK LOGO: USACE
 PT0217_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0217+STABILITY: SURFACE MOTION
 PT0217
 PT0217  HISTORY     - Date     Condition        Report By
 PT0217  HISTORY     - 1951     MONUMENTED       USACE
 PT0217  HISTORY     - 1951     GOOD             CGS
 PT0217
 PT0217                          STATION DESCRIPTION
 PT0217
 PT0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0217'6.4 MI NW FROM FORT PIERRE.
 PT0217'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0217'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 5.0 MILES
 PT0217'NORTH ALONG A ROAD LEADING TO OAHE DAM, 0.7 MILE NORTHWEST OF
 PT0217'THE SOUTHWEST END OF THE DAM, 0.4 MILE SOUTH OF THE SOUTH BANK
 PT0217'OF THE MISSOURI RIVER, ON TOP OF A KNOLL, ON THE NORTHEAST
 PT0217'SLOPE OF THE BLUFFS, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 PT0217'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 PT0217'GROUND.  NOTE-- FROM THE DESCRIPTION THIS MARK WOULD BE UNDER
 PT0217'WATER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0219 ***********************************************************************
 PT0219  DESIGNATION -  CM OWK 4
 PT0219  PID         -  PT0219
 PT0219  STATE/COUNTY-  SD/STANLEY
 PT0219  COUNTRY     -  US
 PT0219  USGS QUAD   -  OAHE DAM (2017)
 PT0219
 PT0219                         *CURRENT SURVEY CONTROL
 PT0219  ______________________________________________________________________
 PT0219* NAD 83(1986) POSITION- 44 25 56.     (N) 100 24 09.     (W)   SCALED
 PT0219* NAVD 88 ORTHO HEIGHT -   449.831 (meters)     1475.82  (feet) ADJUSTED
 PT0219  ______________________________________________________________________
 PT0219  GEOID HEIGHT    -        -23.218 (meters)                     GEOID18
 PT0219  DYNAMIC HEIGHT  -        449.740 (meters)     1475.52  (feet) COMP
 PT0219  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 PT0219
 PT0219  VERT ORDER      -  FIRST     CLASS II
 PT0219
 PT0219.The horizontal coordinates were scaled from a map and have
 PT0219.an estimated accuracy of +/- 6 seconds.
 PT0219
 PT0219.The orthometric height was determined by differential leveling and
 PT0219.adjusted by the NATIONAL GEODETIC SURVEY
 PT0219.in June 1991.
 PT0219
 PT0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0219.GEOID18 height accuracy estimate available here.
 PT0219
 PT0219.Click photographs - Photos may exist for this station.
 PT0219
 PT0219.The dynamic height is computed by dividing the NAVD 88
 PT0219.geopotential number by the normal gravity value computed on the
 PT0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0219.degrees latitude (g = 980.6199 gals.).
 PT0219
 PT0219.The modeled gravity was interpolated from observed gravity values.
 PT0219
 PT0219;                    North         East    Units  Estimated Accuracy
 PT0219;SPC SD S     -   233,180.      594,490.      MT  (+/- 180 meters Scaled)
 PT0219
 PT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ883208(NAD 83)
 PT0219
 PT0219                          SUPERSEDED SURVEY CONTROL
 PT0219
 PT0219  NGVD 29 (??/??/92)  449.451  (m)         1474.57   (f) ADJ UNCH    1 2
 PT0219
 PT0219.Superseded values are not recommended for survey control.
 PT0219
 PT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0219.See file dsdata.pdf to determine how the superseded data were derived.
 PT0219
 PT0219_MARKER: DD = SURVEY DISK
 PT0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0219_STAMPING: CK OWK 4 1951
 PT0219_MARK LOGO: USACE
 PT0219_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0219+STABILITY: SURFACE MOTION
 PT0219
 PT0219  HISTORY     - Date     Condition        Report By
 PT0219  HISTORY     - 1951     MONUMENTED       USACE
 PT0219  HISTORY     - 1951     GOOD             CGS
 PT0219  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0219
 PT0219                          STATION DESCRIPTION
 PT0219
 PT0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0219'5.7 MI NW FROM FORT PIERRE.
 PT0219'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO
 PT0219'AND NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 4.3
 PT0219'MILES NORTHWEST ALONG THE OAHE DAM ROAD, 68 FEET NORTHEAST OF THE
 PT0219'CENTER LINE OF THE OAHE DAM ROAD, 97 FEET SOUTHEAST OF THE CENTER
 PT0219'LINE OF A ROAD LEADING NORTHEAST, 2 FEET SOUTHWEST OF A WITNESS
 PT0219'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 PT0219'ABOVE THE GROUND.  NOTE-- THIS MARK IS IN THE AREA CHANGED BY
 PT0219'CONSTRUCTION OF OAHE DAM.
 PT0219
 PT0219                          STATION RECOVERY (1973)
 PT0219
 PT0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0182 ***********************************************************************
 PT0182  DESIGNATION -  CM OWK 5
 PT0182  PID         -  PT0182
 PT0182  STATE/COUNTY-  SD/HUGHES
 PT0182  COUNTRY     -  US
 PT0182  USGS QUAD   -  PIERRE NE (2017)
 PT0182
 PT0182                         *CURRENT SURVEY CONTROL
 PT0182  ______________________________________________________________________
 PT0182* NAD 83(1986) POSITION- 44 24 40.     (N) 100 22 07.     (W)   SCALED
 PT0182* NAVD 88 ORTHO HEIGHT -   497.140 (meters)     1631.03  (feet) ADJUSTED
 PT0182  ______________________________________________________________________
 PT0182  GEOID HEIGHT    -        -23.298 (meters)                     GEOID18
 PT0182  DYNAMIC HEIGHT  -        497.042 (meters)     1630.71  (feet) COMP
 PT0182  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 PT0182
 PT0182  VERT ORDER      -  FIRST     CLASS II
 PT0182
 PT0182.The horizontal coordinates were scaled from a map and have
 PT0182.an estimated accuracy of +/- 6 seconds.
 PT0182
 PT0182.The orthometric height was determined by differential leveling and
 PT0182.adjusted by the NATIONAL GEODETIC SURVEY
 PT0182.in June 1991.
 PT0182
 PT0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0182.GEOID18 height accuracy estimate available here.
 PT0182
 PT0182.Click photographs - Photos may exist for this station.
 PT0182
 PT0182.The dynamic height is computed by dividing the NAVD 88
 PT0182.geopotential number by the normal gravity value computed on the
 PT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0182.degrees latitude (g = 980.6199 gals.).
 PT0182
 PT0182.The modeled gravity was interpolated from observed gravity values.
 PT0182
 PT0182;                    North         East    Units  Estimated Accuracy
 PT0182;SPC SD S     -   230,840.      597,190.      MT  (+/- 180 meters Scaled)
 PT0182
 PT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ910184(NAD 83)
 PT0182
 PT0182                          SUPERSEDED SURVEY CONTROL
 PT0182
 PT0182  NGVD 29 (??/??/92)  496.758  (m)         1629.78   (f) ADJ UNCH    1 2
 PT0182
 PT0182.Superseded values are not recommended for survey control.
 PT0182
 PT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0182.See file dsdata.pdf to determine how the superseded data were derived.
 PT0182
 PT0182_MARKER: DD = SURVEY DISK
 PT0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0182_STAMPING: CM OWK 5 1951
 PT0182_MARK LOGO: USACE
 PT0182_PROJECTION: FLUSH
 PT0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0182+STABILITY: SURFACE MOTION
 PT0182
 PT0182  HISTORY     - Date     Condition        Report By
 PT0182  HISTORY     - 1951     MONUMENTED       USACE
 PT0182  HISTORY     - 1951     GOOD             CGS
 PT0182
 PT0182                          STATION DESCRIPTION
 PT0182
 PT0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0182'4.2 MI N FROM PIERRE.
 PT0182'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0182'AT PIERRE, THENCE 1.9 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0182'1.0 MILE WEST ALONG AN EAST AND WEST FENCE, 0.2 MILE EAST OF THE
 PT0182'EAST BANK OF THE MISSOURI RIVER, 1.0 MILE SOUTHWEST OF A CEMETERY,
 PT0182'177 FEET SOUTH OF AN EAST AND WEST FENCE, 3 FEET SOUTHEAST
 PT0182'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 PT0182'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0176 ***********************************************************************
 PT0176  DESIGNATION -  CM OWK 6
 PT0176  PID         -  PT0176
 PT0176  STATE/COUNTY-  SD/HUGHES
 PT0176  COUNTRY     -  US
 PT0176  USGS QUAD   -  PIERRE NE (2017)
 PT0176
 PT0176                         *CURRENT SURVEY CONTROL
 PT0176  ______________________________________________________________________
 PT0176* NAD 83(1986) POSITION- 44 23 38.     (N) 100 20 37.     (W)   SCALED
 PT0176* NAVD 88 ORTHO HEIGHT -   530.892 (meters)     1741.77  (feet) ADJUSTED
 PT0176  ______________________________________________________________________
 PT0176  GEOID HEIGHT    -        -23.360 (meters)                     GEOID18
 PT0176  DYNAMIC HEIGHT  -        530.789 (meters)     1741.43  (feet) COMP
 PT0176  MODELED GRAVITY -    980,406.9   (mgal)                       NAVD 88
 PT0176
 PT0176  VERT ORDER      -  FIRST     CLASS II
 PT0176
 PT0176.The horizontal coordinates were scaled from a map and have
 PT0176.an estimated accuracy of +/- 6 seconds.
 PT0176
 PT0176.The orthometric height was determined by differential leveling and
 PT0176.adjusted by the NATIONAL GEODETIC SURVEY
 PT0176.in June 1991.
 PT0176
 PT0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0176.GEOID18 height accuracy estimate available here.
 PT0176
 PT0176.Click photographs - Photos may exist for this station.
 PT0176
 PT0176.The dynamic height is computed by dividing the NAVD 88
 PT0176.geopotential number by the normal gravity value computed on the
 PT0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0176.degrees latitude (g = 980.6199 gals.).
 PT0176
 PT0176.The modeled gravity was interpolated from observed gravity values.
 PT0176
 PT0176;                    North         East    Units  Estimated Accuracy
 PT0176;SPC SD S     -   228,920.      599,180.      MT  (+/- 180 meters Scaled)
 PT0176
 PT0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ929165(NAD 83)
 PT0176
 PT0176                          SUPERSEDED SURVEY CONTROL
 PT0176
 PT0176  NGVD 29 (??/??/92)  530.512  (m)         1740.52   (f) ADJ UNCH    1 2
 PT0176
 PT0176.Superseded values are not recommended for survey control.
 PT0176
 PT0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0176.See file dsdata.pdf to determine how the superseded data were derived.
 PT0176
 PT0176_MARKER: DD = SURVEY DISK
 PT0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0176_STAMPING: CM OWK 6 1951
 PT0176_MARK LOGO: USACE
 PT0176_PROJECTION: FLUSH
 PT0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0176+STABILITY: SURFACE MOTION
 PT0176
 PT0176  HISTORY     - Date     Condition        Report By
 PT0176  HISTORY     - 1951     MONUMENTED       USACE
 PT0176  HISTORY     - 1951     GOOD             CGS
 PT0176
 PT0176                          STATION DESCRIPTION
 PT0176
 PT0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0176'1.9 MI NE FROM PIERRE.
 PT0176'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0176'AT PIERRE, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, ON TOP
 PT0176'OF A HILL, 61 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET
 PT0176'SOUTHEAST OF A TELEPHONE POLE, 29 FEET EAST OF A FENCE, 2 FEET
 PT0176'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PT0176'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0406 ***********************************************************************
 QT0406  DESIGNATION -  COAL
 QT0406  PID         -  QT0406
 QT0406  STATE/COUNTY-  SD/PERKINS
 QT0406  COUNTRY     -  US
 QT0406  USGS QUAD   -  COAL SPRINGS NW (2017)
 QT0406
 QT0406                         *CURRENT SURVEY CONTROL
 QT0406  ______________________________________________________________________
 QT0406* NAD 83(1996) POSITION- 45 28 49.71917(N) 102 08 12.80162(W)   ADJUSTED
 QT0406* NAVD 88 ORTHO HEIGHT -   865.7   (meters)     2840.    (feet) VERTCON3
 QT0406  ______________________________________________________________________
 QT0406  GEOID HEIGHT    -        -18.908 (meters)                     GEOID18
 QT0406  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC18
 QT0406  HORZ ORDER      -  FIRST
 QT0406
 QT0406.The horizontal coordinates were established by classical geodetic methods
 QT0406.and adjusted by the National Geodetic Survey in January 1998.
 QT0406
 QT0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0406
 QT0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0406.GEOID18 height accuracy estimate available here.
 QT0406
 QT0406.Click photographs - Photos may exist for this station.
 QT0406
 QT0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0406
 QT0406. The following values were computed from the NAD 83(1996) position.
 QT0406
 QT0406;                    North         East     Units Scale Factor Converg.
 QT0406;SPC SD N     -   185,243.222   432,952.045   MT  0.99996716   -1 30 44.5
 QT0406;SPC SD N     -   607,752.14  1,420,443.50   sFT  0.99996716   -1 30 44.5
 QT0406;UTM  13      - 5,040,315.553   723,761.519   MT  1.00021564   +2 02 32.2
 QT0406
 QT0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0406!SPC SD N     -   0.99986725  x   0.99996716  =   0.99983442
 QT0406!UTM  13      -   0.99986725  x   1.00021564  =   1.00008286
 QT0406
 QT0406:                Primary Azimuth Mark                     Grid Az
 QT0406:SPC SD N     -  COAL AZ MK                               091 04 34.1
 QT0406:UTM  13      -  COAL AZ MK                               087 31 17.4
 QT0406
 QT0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2376140315(NAD 83)
 QT0406
 QT0406|---------------------------------------------------------------------|
 QT0406| PID    Reference Object                     Distance      Geod. Az  |
 QT0406|                                                           dddmmss.s |
 QT0406| CQ8123 COAL RM 1                            17.822 METERS 01002     |
 QT0406| CQ8122 COAL AZ MK                                         0893349.6 |
 QT0406| CQ8124 COAL RM 2                            18.644 METERS 28720     |
 QT0406|---------------------------------------------------------------------|
 QT0406
 QT0406                          SUPERSEDED SURVEY CONTROL
 QT0406
 QT0406  NAD 83(1986)-  45 28 49.71055(N)    102 08 12.79983(W) AD(       ) 1
 QT0406  NAD 27      -  45 28 49.77800(N)    102 08 11.22500(W) AD(       ) 1
 QT0406  NGVD 29 (07/19/86)  865.3    (m)         2839.     (f) VERT ANG       
 QT0406
 QT0406.Superseded values are not recommended for survey control.
 QT0406
 QT0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0406.See file dsdata.pdf to determine how the superseded data were derived.
 QT0406
 QT0406_MARKER: DS = TRIANGULATION STATION DISK
 QT0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0406_STAMPING: COAL 1951
 QT0406_MARK LOGO: CGS
 QT0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0406+STABILITY: SURFACE MOTION
 QT0406
 QT0406  HISTORY     - Date     Condition        Report By
 QT0406  HISTORY     - 1951     MONUMENTED       CGS
 QT0406  HISTORY     - 1952     GOOD             CGS
 QT0406
 QT0406                          STATION DESCRIPTION
 QT0406
 QT0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0406'THE STATION IS LOCATED 4 MILES EAST AND 3-1/2 MILES SOUTH OF
 QT0406'MEADOW, ON THE NORTHWESTERN END AND THE HIGHEST OF SEVERAL
 QT0406'PROMINENT BUTTES, AND ON LAND OWNED BY CHARLES FOSTER.
 QT0406'
 QT0406'TO REACH THE STATION FROM THE POST OFFICE IN MEADOW.  GO
 QT0406'EAST ON STATE HIGHWAY 8 FOR 2.35 MILES TO THE JUNCTION OF
 QT0406'STATE HIGHWAY 73.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 QT0406'73 FOR 4.0 MILES TO A CROSSROADS.  TURN LEFT AND GO EAST ON
 QT0406'A DIRT ROAD 1.6 MILES TO A FARM HOUSE AND A GATE JUST EAST
 QT0406'OF THE HOUSE.  PASS THROUGH THE GATE AND GO EAST ON A TRACK
 QT0406'ROAD FOR 0.45 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 QT0406'NORTH ALONG THE EAST SIDE OF A FENCE FOR 0.15 MILE TO A FENCE
 QT0406'CORNER.  CONTINUE NORTH FOR 0.1 MILE TO A FIRE LANE.  TURN
 QT0406'LEFT AND FOLLOW THE FIRE LANE NORTHWEST FOR 0.2 MILE TO THE
 QT0406'AZIMUTH MARK ON THE LEFT.  FROM THIS POINT GO WEST ACROSS
 QT0406'PASTURE LAND UP A STEEP DRAW FOR 0.25 MILE TO THE HIGHEST
 QT0406'POINT AND THE STATION.
 QT0406'
 QT0406'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0406'COAL 1951.
 QT0406'
 QT0406'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0406'COAL NO 1 1951.
 QT0406'
 QT0406'REFERENCE MARK NO. 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0406'COAL NO 2 1951.
 QT0406'
 QT0406'THE AZIMUTH MARK IS 11 FEET SOUTH OF THE CENTER OF THE FIRE
 QT0406'LANE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0406'COAL 1951.
 QT0406'
 QT0406'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QT0406'CYLINDERS.
 QT0406'
 QT0406'HEIGHT OF LIGHT ABOVE STATION MARK 1.130 METERS.
 QT0406
 QT0406                          STATION RECOVERY (1952)
 QT0406
 QT0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0406'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 QT0406'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 QT0406'
 QT0406'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1198 ***********************************************************************
 PT1198  DESIGNATION -  COAT
 PT1198  PID         -  PT1198
 PT1198  STATE/COUNTY-  SD/ZIEBACH
 PT1198  COUNTRY     -  US
 PT1198  USGS QUAD   -  RED SCAFFOLD (2017)
 PT1198
 PT1198                         *CURRENT SURVEY CONTROL
 PT1198  ______________________________________________________________________
 PT1198* NAD 83(1996) POSITION- 44 51 58.92677(N) 101 49 13.97123(W)   ADJUSTED
 PT1198* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 PT1198  ______________________________________________________________________
 PT1198  GEOID HEIGHT    -        -20.252 (meters)                     GEOID18
 PT1198  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 PT1198  HORZ ORDER      -  SECOND
 PT1198
 PT1198.The horizontal coordinates were established by classical geodetic methods
 PT1198.and adjusted by the National Geodetic Survey in January 1998.
 PT1198
 PT1198.The orthometric height was scaled from a topographic map.
 PT1198
 PT1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1198.GEOID18 height accuracy estimate available here.
 PT1198
 PT1198.Click photographs - Photos may exist for this station.
 PT1198
 PT1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1198
 PT1198. The following values were computed from the NAD 83(1996) position.
 PT1198
 PT1198;                    North         East     Units Scale Factor Converg.
 PT1198;SPC SD N     -   116,410.602   456,142.455   MT  0.99994429   -1 17 18.5
 PT1198;SPC SD N     -   381,923.78  1,496,527.37   sFT  0.99994429   -1 17 18.5
 PT1198;UTM  14      - 4,971,976.425   277,181.041   MT  1.00021055   -1 59 26.1
 PT1198
 PT1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1198!SPC SD N     -   0.99988365  x   0.99994429  =   0.99982794
 PT1198!UTM  14      -   0.99988365  x   1.00021055  =   1.00009417
 PT1198
 PT1198:                Primary Azimuth Mark                     Grid Az
 PT1198:SPC SD N     -  COAT AZ MK                               162 59 56.9
 PT1198:UTM  14      -  COAT AZ MK                               163 42 04.5
 PT1198
 PT1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7718171976(NAD 83)
 PT1198
 PT1198|---------------------------------------------------------------------|
 PT1198| PID    Reference Object                     Distance      Geod. Az  |
 PT1198|                                                           dddmmss.s |
 PT1198| CP9033 COAT RM 1                            13.334 METERS 10653     |
 PT1198| CP9032 COAT AZ MK                                         1614238.4 |
 PT1198| CP9034 COAT RM 2                            15.268 METERS 20427     |
 PT1198|---------------------------------------------------------------------|
 PT1198
 PT1198                          SUPERSEDED SURVEY CONTROL
 PT1198
 PT1198  NAD 83(1986)-  44 51 58.91850(N)    101 49 13.97107(W) AD(       ) 2
 PT1198  NAD 27      -  44 51 58.96600(N)    101 49 12.40100(W) AD(       ) 2
 PT1198
 PT1198.Superseded values are not recommended for survey control.
 PT1198
 PT1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1198.See file dsdata.pdf to determine how the superseded data were derived.
 PT1198
 PT1198_MARKER: DS = TRIANGULATION STATION DISK
 PT1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1198_STAMPING: COAT 1950
 PT1198_MARK LOGO: CGS
 PT1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1198+STABILITY: SURFACE MOTION
 PT1198
 PT1198  HISTORY     - Date     Condition        Report By
 PT1198  HISTORY     - 1950     MONUMENTED       CGS
 PT1198  HISTORY     - 1952     GOOD             CGS
 PT1198
 PT1198                          STATION DESCRIPTION
 PT1198
 PT1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1198'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF FAITH,
 PT1198'ON THE HIGHEST POINT OF THE HIGHEST ONE OF A GROUP OF SMALL
 PT1198'KNOLLS, 125 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 9
 PT1198'FEET SOUTH OF A WITNESS POST.
 PT1198'
 PT1198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 PT1198'212 AND STATE HIGHWAY NO. 73 AT THE WEST EDGE OF FAITH, GO SOUTH
 PT1198'ON NO. 73 FOR 13.5 MILES TO A GRAVELED SIDE ROAD ON THE LEFT
 PT1198'(SIGN RED SCAFFOLD 10).  THEN LEFT, EAST, FOR 2.25 MILES TO
 PT1198'A CATTLE GUARD AT THE END OF THE GRAVELED ROAD.  CONTINUE
 PT1198'EAST AND SOUTHEASTERLY ON A DIRT ROAD FOR 10.2 MILES TO THE
 PT1198'RED SCAFFOLD SCHOOL ON THE RIGHT.  CONTINUE FOR 1.7 MILES
 PT1198'(PASSING THROUGH THE INDIAN VILLAGE) TO A TRACK ROAD AND A
 PT1198'WIRE GATE ON THE LEFT.  TURN LEFT, NORTHEASTERLY, FOR 0.3
 PT1198'MILE TO A FORK.  THEN LEFT ROAD FOR 1.5 MILES TO A WIRE
 PT1198'GATE.  THEN THROUGH GATE FOR 0.1 MILE TO A FORK.  THEN LEFT
 PT1198'ROAD, NORTH-NORTHWEST FOR 6.4 MILES TO THE AZIMUTH MARK
 PT1198'ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.4 MILE.
 PT1198'THEN RIGHT, EASTERLY, FOR 125 FEET TO THE STATION AS DESCRIBED.
 PT1198'
 PT1198'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PT1198'COAT 1950.
 PT1198'
 PT1198'REFERENCE MARK NO. 1 IS ON THE SOUTHEASTERLY SLOPE OF THE
 PT1198'HILL.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED COAT
 PT1198'NO 1 1950.
 PT1198'
 PT1198'REFERENCE MARK NO. 2 IS 35 PACES EAST OF THE TRACK ROAD.
 PT1198'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED COAT NO 2 1950.
 PT1198'
 PT1198'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTER OF A TRACK
 PT1198'ROAD, AND 2 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS
 PT1198'6 INCHES, AND THE DISK IS STAMPED COAT 1950.
 PT1198'
 PT1198'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1198'CONCRETE CYLINDERS.
 PT1198
 PT1198                          STATION RECOVERY (1952)
 PT1198
 PT1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1198'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PT1198'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0734 ***********************************************************************
 PS0734  DESIGNATION -  COB
 PS0734  PID         -  PS0734
 PS0734  STATE/COUNTY-  SD/SULLY
 PS0734  COUNTRY     -  US
 PS0734  USGS QUAD   -  HARROLD (2017)
 PS0734
 PS0734                         *CURRENT SURVEY CONTROL
 PS0734  ______________________________________________________________________
 PS0734* NAD 83(1996) POSITION- 44 37 18.31794(N) 099 42 59.66854(W)   ADJUSTED
 PS0734* NAVD 88 ORTHO HEIGHT -   551.    (meters)     1808.    (feet) SCALED
 PS0734  ______________________________________________________________________
 PS0734  GEOID HEIGHT    -        -23.374 (meters)                     GEOID18
 PS0734  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 PS0734  HORZ ORDER      -  SECOND
 PS0734
 PS0734.The horizontal coordinates were established by classical geodetic methods
 PS0734.and adjusted by the National Geodetic Survey in January 1998.
 PS0734
 PS0734.The orthometric height was scaled from a topographic map.
 PS0734
 PS0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0734.GEOID18 height accuracy estimate available here.
 PS0734
 PS0734.Click photographs - Photos may exist for this station.
 PS0734
 PS0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0734
 PS0734. The following values were computed from the NAD 83(1996) position.
 PS0734
 PS0734;                    North         East     Units Scale Factor Converg.
 PS0734;SPC SD N     -    87,650.498   622,492.950   MT  0.99996703   +0 12 02.1
 PS0734;SPC SD N     -   287,566.68  2,042,295.62   sFT  0.99996703   +0 12 02.1
 PS0734;SPC SD S     -   254,423.988   648,950.874   MT  1.00006054   +0 25 31.7
 PS0734;SPC SD S     -   834,722.70  2,129,099.66   sFT  1.00006054   +0 25 31.7
 PS0734;UTM  14      - 4,941,183.277   443,152.593   MT  0.99963974   -0 30 12.1
 PS0734
 PS0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0734!SPC SD N     -   0.99991722  x   0.99996703  =   0.99988425
 PS0734!SPC SD S     -   0.99991722  x   1.00006054  =   0.99997776
 PS0734!UTM  14      -   0.99991722  x   0.99963974  =   0.99955699
 PS0734
 PS0734:                Primary Azimuth Mark                     Grid Az
 PS0734:SPC SD N     -  COB AZ MK 2                              251 57 40.3
 PS0734:SPC SD S     -  COB AZ MK 2                              251 44 10.7
 PS0734:UTM  14      -  COB AZ MK 2                              252 39 54.5
 PS0734
 PS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4315241183(NAD 83)
 PS0734
 PS0734|---------------------------------------------------------------------|
 PS0734| PID    Reference Object                     Distance      Geod. Az  |
 PS0734|                                                           dddmmss.s |
 PS0734| CO5418 COB RM 1                             18.358 METERS 07053     |
 PS0734| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.25.0 KM 1184724.5 |
 PS0734| CO5419 COB RM 2                             12.963 METERS 18451     |
 PS0734| PS0733 HARROLD MUNICIPAL TANK              APPROX.11.3 KM 1890503.1 |
 PS0734| CO5417 COB AZ MK                                          2515855.8 |
 PS0734| PS0735 COB AZ MK 2                         422.213 METERS 2520942.4 |
 PS0734|---------------------------------------------------------------------|
 PS0734
 PS0734                          SUPERSEDED SURVEY CONTROL
 PS0734
 PS0734  NAD 83(1986)-  44 37 18.31403(N)    099 42 59.67477(W) AD(       ) 2
 PS0734  NAD 27      -  44 37 18.37000(N)    099 42 58.25100(W) AD(       ) 2
 PS0734
 PS0734.Superseded values are not recommended for survey control.
 PS0734
 PS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0734.See file dsdata.pdf to determine how the superseded data were derived.
 PS0734
 PS0734_MARKER: DS = TRIANGULATION STATION DISK
 PS0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0734_STAMPING: COB 1951
 PS0734_MARK LOGO: CGS
 PS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0734+STABILITY: SURFACE MOTION
 PS0734
 PS0734  HISTORY     - Date     Condition        Report By
 PS0734  HISTORY     - 1951     MONUMENTED       CGS
 PS0734  HISTORY     - 1978     GOOD             NGS
 PS0734
 PS0734                          STATION DESCRIPTION
 PS0734
 PS0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0734'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF HOLABIRD AND 6-1/2
 PS0734'MILES NORTH NORTHEAST OF HARROLD ALONG SECTION LINE ROAD ON
 PS0734'HIGHEST POINT IN THE VICINITY.  STATION IS 27 FEET WEST OF THE
 PS0734'APPROXIMATE CENTERLINE OF ROAD AND 5 FEET EAST OF FENCE.  THE
 PS0734'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COB 1951.
 PS0734'
 PS0734'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE
 PS0734'OF ROAD.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 PS0734'COB NO 1 1951.
 PS0734'
 PS0734'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE APPROXIMATE CENTERLINE
 PS0734'OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4
 PS0734'INCHES AND THE DISK IS STAMPED COB NO 2 1951.
 PS0734'
 PS0734'AZIMUTH MARK IS 33 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PS0734'OF DIRT ROAD, 14 FEET EAST OF T FENCE CORNER, 9 FEET EAST OF POWER
 PS0734'POLE AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 PS0734'DISK IS STAMPED COB 1951.
 PS0734'
 PS0734'TO REACH FROM THE POST OFFICE IN HARROLD GO NORTH FOR 0.3
 PS0734'MILE TO JUNCTION OF U.S. HIGHWAY 14.  TURN LEFT AND GO WEST ON
 PS0734'HIGHWAY FOR 0.25 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH
 PS0734'ON GRAVEL ROAD FOR 1.4 MILES TO T JUNCTION.  TURN RIGHT AND GO
 PS0734'EAST FOR 0.5 MILE TO T INTERSECTION.  TURN LEFT AND GO NORTH ON
 PS0734'GRAVEL ROAD FOR 5.0 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST
 PS0734'ON DIRT ROAD FOR 0.75 MILE TO AZIMUTH MARK ON LEFT OR NORTH
 PS0734'SIDE OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 0.25 MILE TO
 PS0734'CROSSROADS.  TURN LEFT AND GO NORTH ON DIM ROAD FOR 0.05 MILE
 PS0734'TO TOP OF RISE AND STATION ON LEFT OR WEST SIDE OF ROAD AS
 PS0734'DESCRIBED.
 PS0734'
 PS0734'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0734
 PS0734                          STATION RECOVERY (1978)
 PS0734
 PS0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PS0734'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 PS0734'CONDITION, THE AZIMUTH MARK WAS RECOVERED IN FAIR CONDITION, THE
 PS0734'DITCH HAD BEEN GRADED AND LEFT PART OF THE MARK EXPOSED ON THE
 PS0734'SOUTH SIDE, BUT THE MARK WAS STILL SOLID, A NEW AZIMUTH MARK WAS
 PS0734'SET AND THE OLD ONE DESTROYED.  THE DISTANCE AND DIRECTION TO THE
 PS0734'MARK CHECKED WITH THE 1951 DATA.
 PS0734'
 PS0734'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF HOLABIRD, ABOUT 6-1/2
 PS0734'MILES NORTH-NORTHEAST OF HARROLD.
 PS0734'
 PS0734'TO REACH THE STATION FROM THE POST OFFICE IN HARROLD, GO NORTH FOR
 PS0734'0.3 MILE TO U.S. HIGHWAY 14, TURN LEFT, GO WEST ON U.S. HIGHWAY 14
 PS0734'FOR 0.25 MILE TO CROSSROADS, TURN RIGHT, GO NORTH FOR 1.45 MILES TO
 PS0734'A T ROAD, TURN RIGHT, GO EAST ON GRAVEL ROAD FOR 0.5 MILE TO SIDE
 PS0734'ROAD LEFT, TURN LEFT, GO NORTH ON GRAVEL ROAD FOR 5.0 MILES TO
 PS0734'CROSSROADS, TURN RIGHT, GO EAST ON GRAVEL ROAD FOR 0.75 MILE TO
 PS0734'THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.25 MILE TO
 PS0734'CROSSROADS, TURN LEFT, GO NORTH FOR 0.05 MILE TO THE STATION ON
 PS0734'LEFT.
 PS0734'
 PS0734'STATION MARK A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE
 PS0734'MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS STAMPED COB
 PS0734'1951.  IT IS 28.5 FEET WEST OF CENTER OF ROAD, 4.5 FEET EAST OF
 PS0734'FENCE AND 4.4 FEET EAST OF WITNESS POST.
 PS0734'
 PS0734'REFERENCE MARK 1 A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 PS0734'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS STAMPED COB NO 1
 PS0734'1951.  IT IS 28.5 FEET EAST OF CENTER OF ROAD, 6.5 FEET WEST OF
 PS0734'FENCE AND 6.4 FEET WEST OF WITNESS POST.
 PS0734'
 PS0734'REFERENCE MARK 2 A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 PS0734'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED COB NO 2 1951.  IT
 PS0734'IS 32.5 FEET WEST OF CENTER OF RAOD AND 1 FOOT EAST OF FENCE.
 PS0734'
 PS0734'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 PS0734'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED COB 1951 1977.  IT IS
 PS0734'34 FEET NORTH OF CENTER OF GRAVEL ROAD, 3 FEET EAST OF POWER LINE
 PS0734'POLE, 1.9 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 PS0734'
 PS0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 PS0734'NORTH-NORTHEAST OF HARROLD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0735 ***********************************************************************
 PS0735  DESIGNATION -  COB AZ MK 2
 PS0735  PID         -  PS0735
 PS0735  STATE/COUNTY-  SD/SULLY
 PS0735  COUNTRY     -  US
 PS0735  USGS QUAD   -  HARROLD (2017)
 PS0735
 PS0735                         *CURRENT SURVEY CONTROL
 PS0735  ______________________________________________________________________
 PS0735* NAD 83(1996) POSITION- 44 37 14.12753(N) 099 43 17.89931(W)   NO CHECK
 PS0735* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 PS0735  ______________________________________________________________________
 PS0735  GEOID HEIGHT    -        -23.374 (meters)                     GEOID18
 PS0735  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 PS0735  HORZ ORDER      -  THIRD
 PS0735
 PS0735.The horizontal coordinates were established by classical geodetic methods
 PS0735.and adjusted by the National Geodetic Survey in January 1998.
 PS0735
 PS0735.No horizontal observational check was made to the station.
 PS0735
 PS0735.The orthometric height was scaled from a topographic map.
 PS0735
 PS0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0735.GEOID18 height accuracy estimate available here.
 PS0735
 PS0735.Click photographs - Photos may exist for this station.
 PS0735
 PS0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0735
 PS0735. The following values were computed from the NAD 83(1996) position.
 PS0735
 PS0735;                    North         East     Units Scale Factor Converg.
 PS0735;SPC SD N     -    87,519.759   622,091.503   MT  0.99996718   +0 11 49.2
 PS0735;SPC SD N     -   287,137.74  2,040,978.54   sFT  0.99996718   +0 11 49.2
 PS0735;SPC SD S     -   254,291.663   648,549.907   MT  1.00006019   +0 25 19.1
 PS0735;SPC SD S     -   834,288.56  2,127,784.15   sFT  1.00006019   +0 25 19.1
 PS0735;UTM  14      - 4,941,057.521   442,749.702   MT  0.99964030   -0 30 24.8
 PS0735
 PS0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0735!SPC SD N     -   0.99991800  x   0.99996718  =   0.99988519
 PS0735!SPC SD S     -   0.99991800  x   1.00006019  =   0.99997819
 PS0735!UTM  14      -   0.99991800  x   0.99964030  =   0.99955833
 PS0735
 PS0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4274941057(NAD 83)
 PS0735
 PS0735                          SUPERSEDED SURVEY CONTROL
 PS0735
 PS0735  NAD 83(1986)-  44 37 14.12361(N)    099 43 17.90553(W) AD(       ) 3
 PS0735  NAD 27      -  44 37 14.17990(N)    099 43 16.48132(W) AD(       ) 3
 PS0735
 PS0735.Superseded values are not recommended for survey control.
 PS0735
 PS0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0735.See file dsdata.pdf to determine how the superseded data were derived.
 PS0735
 PS0735_MARKER: DZ = AZIMUTH MARK DISK
 PS0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0735_STAMPING: COB 1951 1977
 PS0735_MARK LOGO: NGS
 PS0735_PROJECTION: FLUSH
 PS0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0735+STABILITY: SURFACE MOTION
 PS0735
 PS0735  HISTORY     - Date     Condition        Report By
 PS0735  HISTORY     - 1977     MONUMENTED       NGS
 PS0735
 PS0735                          STATION DESCRIPTION
 PS0735
 PS0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PS0735'THE MARK IS LOCATED ABOUT 15.3 MI (24.6 KM) EAST-NORTHEAST OF BLUNT,
 PS0735'9.1 MI (14.6 KM) NORTHWEST OF HOLABIRD AND 6.7 MI (10.8 KM) NORTH OF
 PS0735'HARROLD.
 PS0735'
 PS0735'TO REACH FROM THE POST OFFICE IN HARROLD, GO NORTH FOR 0.3 MI (0.5 KM)
 PS0735'TO U.S. HIGHWAY 14.  TURN LEFT, GO WEST ON U.S. HIGHWAY 14 FOR 0.25 MI
 PS0735'(0.40 KM) TO CROSSROADS.  TURN RIGHT, GO NORTH FOR 1.45 MI (2.33 KM)
 PS0735'TO A T ROAD.  TURN RIGHT, GO EAST ON GRAVEL ROAD FOR 0.5 MI (0.8 KM)
 PS0735'TO SIDE ROAD LEFT.  TURN LEFT, GO NORTH ON GRAVEL ROAD FOR 5.0 MI
 PS0735'(8.0 KM) TO CROSSROADS.  TURN RIGHT, GO EAST ON GRAVEL ROAD FOR 0.75
 PS0735'MI (1.21 KM) TO THE AZIMUTH MARK ON THE LEFT.
 PS0735'
 PS0735'IT IS SET IN THE TOP OF A 12 INCH (30 CM) ROUND CONCRETE MONUMENT
 PS0735'FLUSH WITH THE GROUND, 34 FT (10.4 M) NORTH OF CENTER OF THE GRAVEL
 PS0735'WITNESS POST AND 1 FT (0.3 M) SOUTH OF A FENCE.
 PS0735'ROAD, 3 FT (0.9 M) EAST OF POWER LINE POLE, 1.9 FT (0.6 M) WEST OF A
 PS0735'WITNESS POST AND 1 FT (0.3 M) SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0720 ***********************************************************************
 OS0720  DESIGNATION -  CODY
 OS0720  PID         -  OS0720
 OS0720  STATE/COUNTY-  SD/MELLETTE
 OS0720  COUNTRY     -  US
 OS0720  USGS QUAD   -  WHITE RIVER SE (2017)
 OS0720
 OS0720                         *CURRENT SURVEY CONTROL
 OS0720  ______________________________________________________________________
 OS0720* NAD 83(1996) POSITION- 43 35 06.33258(N) 100 36 45.94983(W)   ADJUSTED
 OS0720* NAVD 88 ORTHO HEIGHT -   774.7   (meters)     2542.    (feet) VERTCON3
 OS0720  ______________________________________________________________________
 OS0720  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 OS0720  LAPLACE CORR    -         -4.80  (seconds)                    DEFLEC18
 OS0720  HORZ ORDER      -  FIRST
 OS0720
 OS0720.The horizontal coordinates were established by classical geodetic methods
 OS0720.and adjusted by the National Geodetic Survey in January 1998.
 OS0720
 OS0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0720
 OS0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0720.GEOID18 height accuracy estimate available here.
 OS0720
 OS0720.Click photographs - Photos may exist for this station.
 OS0720
 OS0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0720
 OS0720. The following values were computed from the NAD 83(1996) position.
 OS0720
 OS0720;                    North         East     Units Scale Factor Converg.
 OS0720;SPC SD S     -   139,097.219   577,434.492   MT  0.99990704   -0 11 34.0
 OS0720;SPC SD S     -   456,354.79  1,894,466.33   sFT  0.99990704   -0 11 34.0
 OS0720;UTM  14      - 4,827,055.161   369,799.563   MT  0.99980852   -1 06 43.4
 OS0720
 OS0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0720!SPC SD S     -   0.99988234  x   0.99990704  =   0.99978939
 OS0720!UTM  14      -   0.99988234  x   0.99980852  =   0.99969089
 OS0720
 OS0720:                Primary Azimuth Mark                     Grid Az
 OS0720:SPC SD S     -  TARGET 1                                 257 05 54.7
 OS0720:UTM  14      -  TARGET 1                                 258 01 04.1
 OS0720
 OS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6979927055(NAD 83)
 OS0720
 OS0720|---------------------------------------------------------------------|
 OS0720| PID    Reference Object                     Distance      Geod. Az  |
 OS0720|                                                           dddmmss.s |
 OS0720| CO2898 CODY RM 1                            69.281 METERS 00333     |
 OS0720| CO2899 CODY RM 2 AZIMUTH                                  14626     |
 OS0720| OS0721 TARGET 1                            APPROX. 9.7 KM 2565420.7 |
 OS0720| CO2900 CODY RM 3                            11.003 METERS 27159     |
 OS0720| OS0727 OKATON CHURCH BELFRY                APPROX.40.2 KM 3261533.4 |
 OS0720| OS0712 MURDO MUNICIPAL TANK                APPROX.34.8 KM 3462651.6 |
 OS0720|---------------------------------------------------------------------|
 OS0720
 OS0720                          SUPERSEDED SURVEY CONTROL
 OS0720
 OS0720  NAD 83(1995)-  43 35 06.32822(N)    100 36 45.95458(W) AD(       ) 1
 OS0720  NAD 83(1986)-  43 35 06.32798(N)    100 36 45.95980(W) AD(       ) 1
 OS0720  NAD 27      -  43 35 06.34300(N)    100 36 44.46600(W) AD(       ) 1
 OS0720  NGVD 29 (07/19/86)  774.2    (m)         2540.     (f) VERT ANG       
 OS0720
 OS0720.Superseded values are not recommended for survey control.
 OS0720
 OS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0720.See file dsdata.pdf to determine how the superseded data were derived.
 OS0720
 OS0720_MARKER: DS = TRIANGULATION STATION DISK
 OS0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0720_STAMPING: CODY 1933
 OS0720_MARK LOGO: CGS
 OS0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0720+STABILITY: SURFACE MOTION
 OS0720
 OS0720  HISTORY     - Date     Condition        Report By
 OS0720  HISTORY     - 1933     MONUMENTED       CGS
 OS0720  HISTORY     - 1936     GOOD             CGS
 OS0720
 OS0720                          STATION DESCRIPTION
 OS0720
 OS0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0720'ABOUT 7 MILES NORTH OF EAST OF WHITE RIVER ON SUMMIT OF
 OS0720'PROMINENT BADLANDS BUTTE KNOWN LOCALLY AS WHITE MOUNTAIN.
 OS0720'IN SOUTHEAST QUARTER SEC. 26, T. 42 N., R. 29 W.
 OS0720'
 OS0720'REACHED FROM MURDO BY FOLLOWING STATE HIGHWAY 59, 12 MILES
 OS0720'SOUTH TO WHITE RIVER BRIDGE.  CONTINUE SOUTH ON STATE HIGHWAY
 OS0720'59 FOR 11.6 MILES TO GRADED ROAD LEADING EAST UP HILL.  FOLLOW
 OS0720'THIS ROAD IN AN EASTERLY DIRECTION 5.7 MILES TO A POINT AT
 OS0720'NORTH BASE OF THE BUTTE.  BEAR RIGHT ONTO PRIVATE ROAD AND
 OS0720'FOLLOW SOUTH 0.7 MILE TO RANCH HOUSE.  CONTINUE SOUTH FROM
 OS0720'HOUSE ALONG FENCE 200 YARDS TO TOP OF NARROW RIDGE.  TURN
 OS0720'RIGHT, WEST, UP RIDGE AND FOLLOW DIM TRACKS 0.55 MILE, THENCE
 OS0720'RIGHT 50 YARDS TO STATION ON SUMMIT OF KNOLL.  TRUCK WAS
 OS0720'DRIVEN TO STATION.
 OS0720'
 OS0720'REFERENCE MARK NO. 1 IS EAST OF NORTH OF STATION.  REFERENCE
 OS0720'MARKS NOS. 1 AND 3 ARE ON THE SAME HILL AS STATION.
 OS0720'
 OS0720'REFERENCE MARK NO. 2 IS ON FIRST SAND KNOLL TO THE SOUTHEAST.
 OS0720'
 OS0720'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0720'DISKS SET IN CONCRETE.
 OS0720'
 OS0720'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.03 METERS.
 OS0720
 OS0720                          STATION RECOVERY (1936)
 OS0720
 OS0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0720'STATION AND UNDERGROUND MARKS, AND REFERENCE
 OS0720'MARKS NOS. 1 AND 3, WERE RECOVERED IN GOOD CONDITION
 OS0720'AND THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 OS0720'CHECKED AND FOUND TO BE CORRECT, HOWEVER NO CHECK WAS MADE
 OS0720'TO REFERENCE MARK NO. 2.
 OS0720'
 OS0720'STATION IS ABOUT 5 MILES NORTHEAST OF WHITE RIVER, ON THE
 OS0720'HIGHEST POINT OF BADLANDS BUTTE, KNOWN LOCALLY AS WHITE
 OS0720'MOUNTAIN, IN SOUTHEAST QUARTER SEC. 26, T42N, R29W.
 OS0720'
 OS0720'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 183
 OS0720'AND STATE HIGHWAY 40 IN WHITE RIVER, GO NORTH ON U.S. HIGHWAY
 OS0720'183 FOR 4.8 MILES, (HERE U.S. HIGHWAY 183 TURN NORTH) CONTINUE
 OS0720'EAST ON GRADED ROAD FOR 5.9 MILES TO TOP OF GRADE, TAKE FARM
 OS0720'ROAD LEADING EAST AND SOUTH PAST FARMHOUSE FOR 0.75 MILE TO
 OS0720'TOP OF RIDGE, TURN RIGHT WEST AND FOLLOW RIDGE 0.5 MILE, TURN
 OS0720'RIGHT NORTH GO ABOUT 50 YARDS, TO HIGHEST POINT OF KNOLL AND
 OS0720'STATION.
 OS0720'
 OS0720'REFERENCE MARK NO. 1 IS EAST OF NORTH OF STATION AND PROJECTS
 OS0720'ABOUT 6 INCHES.
 OS0720'
 OS0720'REFERENCE MARK NO. 3 IS WEST OF STATION AND PROJECTS ABOUT
 OS0720'6 INCHES.
 OS0720'
 OS0720'ALL LINES VISIBLE FROM A 4-FOOT STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0797 ***********************************************************************
 OT0797  DESIGNATION -  COFFEE
 OT0797  PID         -  OT0797
 OT0797  STATE/COUNTY-  SD/FALL RIVER
 OT0797  COUNTRY     -  US
 OT0797  USGS QUAD   -  HEINNE CREEK (2017)
 OT0797
 OT0797                         *CURRENT SURVEY CONTROL
 OT0797  ______________________________________________________________________
 OT0797* NAD 83(1996) POSITION- 43 00 03.22511(N) 103 04 00.63967(W)   ADJUSTED
 OT0797* NAVD 88 ORTHO HEIGHT -  1030.    (meters)     3379.    (feet) SCALED
 OT0797  ______________________________________________________________________
 OT0797  GEOID HEIGHT    -        -17.649 (meters)                     GEOID18
 OT0797  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 OT0797  HORZ ORDER      -  SECOND
 OT0797
 OT0797.The horizontal coordinates were established by classical geodetic methods
 OT0797.and adjusted by the National Geodetic Survey in January 1998.
 OT0797
 OT0797.The orthometric height was scaled from a topographic map.
 OT0797
 OT0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0797.GEOID18 height accuracy estimate available here.
 OT0797
 OT0797.Click photographs - Photos may exist for this station.
 OT0797
 OT0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0797
 OT0797. The following values were computed from the NAD 83(1996) position.
 OT0797
 OT0797;                    North         East     Units Scale Factor Converg.
 OT0797;SPC SD S     -    77,828.072   377,158.244   MT  0.99996454   -1 53 08.6
 OT0797;SPC SD S     -   255,340.93  1,237,393.34   sFT  0.99996454   -1 53 08.6
 OT0797;UTM  13      - 4,762,727.536   657,568.178   MT  0.99990544   +1 19 07.3
 OT0797
 OT0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0797!SPC SD S     -   0.99984134  x   0.99996454  =   0.99980588
 OT0797!UTM  13      -   0.99984134  x   0.99990544  =   0.99974679
 OT0797
 OT0797:                Primary Azimuth Mark                     Grid Az
 OT0797:SPC SD S     -  COFFEE AZ MK                             170 37 30.2
 OT0797:UTM  13      -  COFFEE AZ MK                             167 25 14.3
 OT0797
 OT0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5756862727(NAD 83)
 OT0797
 OT0797|---------------------------------------------------------------------|
 OT0797| PID    Reference Object                     Distance      Geod. Az  |
 OT0797|                                                           dddmmss.s |
 OT0797| CP9035 COFFEE AZ MK                                       1684421.6 |
 OT0797| CP9036 COFFEE RM 1                          37.496 METERS 21232     |
 OT0797| CP9037 COFFEE RM 2                          22.255 METERS 26142     |
 OT0797| OT0794 BOUNDARY MP 174 NE SD                22.140 METERS 26859     |
 OT0797|---------------------------------------------------------------------|
 OT0797
 OT0797                          SUPERSEDED SURVEY CONTROL
 OT0797
 OT0797  NAD 83(1995)-  43 00 03.22504(N)    103 04 00.63937(W) AD(       ) 2
 OT0797  NAD 83(1993)-  43 00 03.22321(N)    103 04 00.63690(W) AD(       ) 2
 OT0797  NAD 83(1986)-  43 00 03.20782(N)    103 04 00.63216(W) AD(       ) 2
 OT0797  NAD 27      -  43 00 03.29600(N)    103 03 58.95100(W) AD(       ) 2
 OT0797
 OT0797.Superseded values are not recommended for survey control.
 OT0797
 OT0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0797.See file dsdata.pdf to determine how the superseded data were derived.
 OT0797
 OT0797_MARKER: DS = TRIANGULATION STATION DISK
 OT0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0797_STAMPING: COFFEE 1941
 OT0797_MARK LOGO: CGS
 OT0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0797+STABILITY: SURFACE MOTION
 OT0797
 OT0797  HISTORY     - Date     Condition        Report By
 OT0797  HISTORY     - 1941     MONUMENTED       CGS
 OT0797
 OT0797                          STATION DESCRIPTION
 OT0797
 OT0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0797'STATION IS LOCATED ABOUT 12 MILES N BY W OF CHADRON, 0.5 MILE
 OT0797'N OF THE FARMHOUSE OF J.W. DAVIS, AT THE NEBRASKA-SOUTH DAKOTA
 OT0797'STATE LINE AND NEAR THE NE CORNER OF SEC. 22, T. 35 N, R. 49 W.
 OT0797'IT IS 62 FEET E OF THE CENTER LINE OF A N-S TRACK ROAD, 73 FEET
 OT0797'E OF A FENCE CORNER AND 13 FEET ENE OF A WHITE REFERENCE POST.
 OT0797'IT IS STAMPED COFFEE 1941 AND PROJECTS 8 INCHES.
 OT0797'
 OT0797'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OT0797'DISKS SET IN CONCRETE.
 OT0797'
 OT0797'REFERENCE MARK NO. 1 IS 12 FEET W OF THE CENTER LINE OF THE
 OT0797'N-S TRACK ROAD AND 1 FOOT E OF A N-S FENCE.  IT IS STAMPED
 OT0797'COFFEE NO. 1 1941 AND PROJECTS 6 INCHES.
 OT0797'
 OT0797'REFERENCE MARK NO. 2 IS 10 FEET W OF THE CENTER LINE OF THE
 OT0797'TRACK ROAD, 9 FEET S OF THE FENCE CORNER AND BOUNDARY MONUMENT
 OT0797'NO. 174 AND 1 FOOT E OF THE N-S FENCE.  IT IS STAMPED COFFEE
 OT0797'NO. 2 1941 AND PROJECTS 6 INCHES.
 OT0797'
 OT0797'THE AZIMUTH MARK IS 22 FEET W OF THE CENTER LINE OF THE ROAD
 OT0797'TO THE STATION AND 4 FEET NW OF A WHITE REFERENCE POST.  IT
 OT0797'IS STAMPED COFFEE 1941 AND PROJECTS 6 INCHES.
 OT0797'
 OT0797'TO REACH FROM CHADRON GO W ON U.S. HIGHWAY 20 FOR 3.45 MILES
 OT0797'AND TURN RIGHT, N ON STATE HIGHWAY 19.  GO 6.7 MILES AND KEEP
 OT0797'STRAIGHT AHEAD, N, WHERE THE HIGHWAY CURVES W.  GO 1.05 MILES
 OT0797'AND KEEP RIGHT FORK, N.  GO 3.45 MILES, PASS THRU GATE AND
 OT0797'TAKE RIGHT FORK.  NE.  GO 1.05 MILES TO THE AZIMUTH MARK ON
 OT0797'THE W SIDE OF THE ROAD AND CONTINUE STRAIGHT AHEAD, N.  GO
 OT0797'0.25 MILE TO THE FARMHOUSE, OF J.W. DAVIS ON THE W SIDE OF
 OT0797'THE ROAD AND CONTINUE STRAIGHT AHEAD, N.  GO 0.55 MILE TO THE
 OT0797'STATION ON THE W SIDE OF THE ROAD.
 OT0797'
 OT0797'A 4-FOOT SIGNAL AT ISINGLASS IS VISIBLE FROM THE GROUND.
 OT0797'
 OT0797'A 4-FOOT SIGNAL AT DAVIS IS VISIBLE AT 30 FEET.
 OT0797'
 OT0797'A 4-FOOT SIGNAL AT CHADRON IS VISIBLE FROM THE GROUND.
 OT0797'
 OT0797'BDY. MON 174--POINT LOCATED WAS THE APPROXIMATE CENTER OF THE
 OT0797'BASE OF THE MONUMENT.
 OT0797'
 OT0797'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1271 ***********************************************************************
 PU1271  DESIGNATION -  COLE
 PU1271  PID         -  PU1271
 PU1271  STATE/COUNTY-  SD/BUTTE
 PU1271  COUNTRY     -  US
 PU1271  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1271
 PU1271                         *CURRENT SURVEY CONTROL
 PU1271  ______________________________________________________________________
 PU1271* NAD 83(1986) POSITION- 44 52 30.     (N) 103 06 54.     (W)   SCALED
 PU1271* NAVD 88 ORTHO HEIGHT -   885.488 (meters)     2905.14  (feet) ADJUSTED
 PU1271  ______________________________________________________________________
 PU1271  GEOID HEIGHT    -        -17.047 (meters)                     GEOID18
 PU1271  DYNAMIC HEIGHT  -        885.278 (meters)     2904.45  (feet) COMP
 PU1271  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 PU1271
 PU1271  VERT ORDER      -  FIRST     CLASS II
 PU1271
 PU1271.The horizontal coordinates were scaled from a map and have
 PU1271.an estimated accuracy of +/- 6 seconds.
 PU1271
 PU1271.The orthometric height was determined by differential leveling and
 PU1271.adjusted by the NATIONAL GEODETIC SURVEY
 PU1271.in July 1998.
 PU1271
 PU1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1271.GEOID18 height accuracy estimate available here.
 PU1271
 PU1271.Click photographs - Photos may exist for this station.
 PU1271
 PU1271.The dynamic height is computed by dividing the NAVD 88
 PU1271.geopotential number by the normal gravity value computed on the
 PU1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1271.degrees latitude (g = 980.6199 gals.).
 PU1271
 PU1271.The modeled gravity was interpolated from observed gravity values.
 PU1271
 PU1271;                    North         East    Units  Estimated Accuracy
 PU1271;SPC SD N     -   120,490.      353,930.      MT  (+/- 180 meters Scaled)
 PU1271
 PU1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK488707(NAD 83)
 PU1271
 PU1271                          SUPERSEDED SURVEY CONTROL
 PU1271
 PU1271  NAVD 88 (06/15/91)  885.501  (m)         2905.18   (f) SUPERSEDED  1 2
 PU1271  NGVD 29 (??/??/92)  885.018  (m)         2903.60   (f) ADJ UNCH    1 2
 PU1271
 PU1271.Superseded values are not recommended for survey control.
 PU1271
 PU1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1271.See file dsdata.pdf to determine how the superseded data were derived.
 PU1271
 PU1271_MARKER: DS = TRIANGULATION STATION DISK
 PU1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1271_STAMPING: COLE 1962
 PU1271_MARK LOGO: CGS
 PU1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1271+STABILITY: SURFACE MOTION
 PU1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1271+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1271
 PU1271  HISTORY     - Date     Condition        Report By
 PU1271  HISTORY     - 1962     MONUMENTED       CGS
 PU1271  HISTORY     - 1963     GOOD             CGS
 PU1271  HISTORY     - 19951116 GOOD             NGS
 PU1271
 PU1271                          STATION DESCRIPTION
 PU1271
 PU1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1271'19 MI NE FROM NEWELL.
 PU1271'ABOUT 19.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1271'SCHOOL AT NEWELL, ON THE TOP OF A HIGH BANK WHERE THE HIGHWAY
 PU1271'IS CUT THROUGH A LOW RIDGE, 128.5 FEET SOUTHEAST OF THE CENTERLINE
 PU1271'OF THE HIGHWAY, 21.5 FEET SOUTHEAST OF A POWER POLE, ABOUT 12 FEET
 PU1271'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1271'POST PROJECTING 2 INCHES.
 PU1271
 PU1271                          STATION RECOVERY (1995)
 PU1271
 PU1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1271'23.9 KM (14.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1271'OFFICE IN MUD BUTTE, ON TOP OF A HIGHWAY CUT, 180.0 M (590.5 FT)
 PU1271'NORTHEAST OF MILEPOST 58, 39.6 M (129.9 FT) SOUTHEAST OF THE HIGHWAY
 PU1271'CENTERLINE, 7.1 M (23.3 FT) SOUTHEAST OF A UTILITY POLE, 5.0 M (16.4
 PU1271'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 PU1271'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1272 ***********************************************************************
 PU1272  DESIGNATION -  COLE RM 1
 PU1272  PID         -  PU1272
 PU1272  STATE/COUNTY-  SD/BUTTE
 PU1272  COUNTRY     -  US
 PU1272  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1272
 PU1272                         *CURRENT SURVEY CONTROL
 PU1272  ______________________________________________________________________
 PU1272* NAD 83(1986) POSITION- 44 52 31.     (N) 103 06 54.     (W)   SCALED
 PU1272* NAVD 88 ORTHO HEIGHT -   885.448 (meters)     2905.01  (feet) ADJUSTED
 PU1272  ______________________________________________________________________
 PU1272  GEOID HEIGHT    -        -17.047 (meters)                     GEOID18
 PU1272  DYNAMIC HEIGHT  -        885.237 (meters)     2904.32  (feet) COMP
 PU1272  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 PU1272
 PU1272  VERT ORDER      -  FIRST     CLASS II
 PU1272
 PU1272.The horizontal coordinates were scaled from a map and have
 PU1272.an estimated accuracy of +/- 6 seconds.
 PU1272
 PU1272.The orthometric height was determined by differential leveling and
 PU1272.adjusted by the NATIONAL GEODETIC SURVEY
 PU1272.in July 1998.
 PU1272
 PU1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1272.GEOID18 height accuracy estimate available here.
 PU1272
 PU1272.Click photographs - Photos may exist for this station.
 PU1272
 PU1272.The dynamic height is computed by dividing the NAVD 88
 PU1272.geopotential number by the normal gravity value computed on the
 PU1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1272.degrees latitude (g = 980.6199 gals.).
 PU1272
 PU1272.The modeled gravity was interpolated from observed gravity values.
 PU1272
 PU1272;                    North         East    Units  Estimated Accuracy
 PU1272;SPC SD N     -   120,520.      353,930.      MT  (+/- 180 meters Scaled)
 PU1272
 PU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK488708(NAD 83)
 PU1272
 PU1272                          SUPERSEDED SURVEY CONTROL
 PU1272
 PU1272  NAVD 88 (06/15/91)  885.458  (m)         2905.04   (f) SUPERSEDED  1 2
 PU1272  NGVD 29 (??/??/92)  884.975  (m)         2903.46   (f) ADJ UNCH    1 2
 PU1272
 PU1272.Superseded values are not recommended for survey control.
 PU1272
 PU1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1272.See file dsdata.pdf to determine how the superseded data were derived.
 PU1272
 PU1272_MARKER: DR = REFERENCE MARK DISK
 PU1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1272_STAMPING: COLE NO 1 1962
 PU1272_MARK LOGO: CGS
 PU1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1272+STABILITY: SURFACE MOTION
 PU1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1272+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1272
 PU1272  HISTORY     - Date     Condition        Report By
 PU1272  HISTORY     - 1962     MONUMENTED       CGS
 PU1272  HISTORY     - 1963     GOOD             CGS
 PU1272  HISTORY     - 19951116 GOOD             NGS
 PU1272
 PU1272                          STATION DESCRIPTION
 PU1272
 PU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1272'19 MI NE FROM NEWELL.
 PU1272'ABOUT 19.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1272'SCHOOL AT NEWELL, ON THE TOP OF A HIGH BANK WHERE THE HIGHWAY
 PU1272'IS CUT THROUGH A LOW RIDGE, 105 FEET SOUTHEAST OF THE CENTERLINE
 PU1272'OF THE HIGHWAY, 23.4 FEET NORTHWEST OF THE STATION MARK, 2.0 FEET
 PU1272'SOUTHEAST OF A POWER POLE, ABOUT 12 FEET ABOVE THE LEVEL OF THE
 PU1272'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PU1272
 PU1272                          STATION RECOVERY (1995)
 PU1272
 PU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1272'23.9 KM (14.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1272'OFFICE IN MUD BUTTE, ON TOP OF A HIGHWAY CUT, 180.0 M (590.5 FT)
 PU1272'NORTHEAST OF MILEPOST 58, 33.6 M (110.2 FT) SOUTHEAST OF THE HIGHWAY
 PU1272'CENTERLINE, 7.0 M (23.0 FT) NORTHWEST OF TRIANGULATION STATION COLE,
 PU1272'5.0 M (16.4 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 PU1272'SOUTHEAST OF A UTILITY POLE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 PU1272'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1270 ***********************************************************************
 PU1270  DESIGNATION -  COLE RM 2
 PU1270  PID         -  PU1270
 PU1270  STATE/COUNTY-  SD/BUTTE
 PU1270  COUNTRY     -  US
 PU1270  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1270
 PU1270                         *CURRENT SURVEY CONTROL
 PU1270  ______________________________________________________________________
 PU1270* NAD 83(1986) POSITION- 44 52 30.     (N) 103 06 55.     (W)   SCALED
 PU1270* NAVD 88 ORTHO HEIGHT -   885.601 (meters)     2905.51  (feet) ADJUSTED
 PU1270  ______________________________________________________________________
 PU1270  GEOID HEIGHT    -        -17.046 (meters)                     GEOID18
 PU1270  DYNAMIC HEIGHT  -        885.390 (meters)     2904.82  (feet) COMP
 PU1270  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 PU1270
 PU1270  VERT ORDER      -  FIRST     CLASS II
 PU1270
 PU1270.The horizontal coordinates were scaled from a map and have
 PU1270.an estimated accuracy of +/- 6 seconds.
 PU1270
 PU1270.The orthometric height was determined by differential leveling and
 PU1270.adjusted by the NATIONAL GEODETIC SURVEY
 PU1270.in July 1998.
 PU1270
 PU1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1270.GEOID18 height accuracy estimate available here.
 PU1270
 PU1270.Click photographs - Photos may exist for this station.
 PU1270
 PU1270.The dynamic height is computed by dividing the NAVD 88
 PU1270.geopotential number by the normal gravity value computed on the
 PU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1270.degrees latitude (g = 980.6199 gals.).
 PU1270
 PU1270.The modeled gravity was interpolated from observed gravity values.
 PU1270
 PU1270;                    North         East    Units  Estimated Accuracy
 PU1270;SPC SD N     -   120,490.      353,910.      MT  (+/- 180 meters Scaled)
 PU1270
 PU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK488707(NAD 83)
 PU1270
 PU1270                          SUPERSEDED SURVEY CONTROL
 PU1270
 PU1270  NAVD 88 (06/15/91)  885.605  (m)         2905.52   (f) SUPERSEDED  1 2
 PU1270  NGVD 29 (??/??/92)  885.122  (m)         2903.94   (f) ADJ UNCH    1 2
 PU1270
 PU1270.Superseded values are not recommended for survey control.
 PU1270
 PU1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1270.See file dsdata.pdf to determine how the superseded data were derived.
 PU1270
 PU1270_MARKER: DR = REFERENCE MARK DISK
 PU1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1270_STAMPING: COLE NO 2 1962
 PU1270_MARK LOGO: CGS
 PU1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1270+STABILITY: SURFACE MOTION
 PU1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1270+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1270
 PU1270  HISTORY     - Date     Condition        Report By
 PU1270  HISTORY     - 1962     MONUMENTED       CGS
 PU1270  HISTORY     - 1963     GOOD             CGS
 PU1270  HISTORY     - 19951116 GOOD             NGS
 PU1270
 PU1270                          STATION DESCRIPTION
 PU1270
 PU1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1270'19 MI NE FROM NEWELL.
 PU1270'ABOUT 19.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1270'SCHOOL AT NEWELL, ON THE TOP OF A HIGH BANK WHERE THE HIGHWAY
 PU1270'WAS CUT THROUGH A LOW RIDGE, 128 FEET SOUTHEAST OF THE CENTERLINE
 PU1270'OF THE HIGHWAY, 39 FEET SOUTH OF A POWER POLE, 30.0 FEET SOUTHWEST
 PU1270'OF THE STATION MARK, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 PU1270'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PU1270
 PU1270                          STATION RECOVERY (1995)
 PU1270
 PU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1270'23.9 KM (14.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1270'OFFICE IN MUD BUTTE, ON TOP OF A HIGHWAY CUT, 180.0 M (590.5 FT)
 PU1270'NORTHEAST OF MILEPOST 58, 40.0 M (131.2 FT) SOUTHEAST OF THE HIGHWAY
 PU1270'CENTERLINE, 9.1 M (29.9 FT) SOUTHWEST OF TRIANGULATION STATION COLE,
 PU1270'5.0 M (16.4 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PU1270'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0451 ***********************************************************************
 QT0451  DESIGNATION -  COLET
 QT0451  PID         -  QT0451
 QT0451  STATE/COUNTY-  SD/PERKINS
 QT0451  COUNTRY     -  US
 QT0451  USGS QUAD   -  COLE DAM (2017)
 QT0451
 QT0451                         *CURRENT SURVEY CONTROL
 QT0451  ______________________________________________________________________
 QT0451* NAD 83(1996) POSITION- 45 41 46.36648(N) 102 31 35.65639(W)   ADJUSTED
 QT0451* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 QT0451  ______________________________________________________________________
 QT0451  GEOID HEIGHT    -        -17.984 (meters)                     GEOID18
 QT0451  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 QT0451  HORZ ORDER      -  SECOND
 QT0451
 QT0451.The horizontal coordinates were established by classical geodetic methods
 QT0451.and adjusted by the National Geodetic Survey in January 1998.
 QT0451
 QT0451.The orthometric height was scaled from a topographic map.
 QT0451
 QT0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0451.GEOID18 height accuracy estimate available here.
 QT0451
 QT0451.Click photographs - Photos may exist for this station.
 QT0451
 QT0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0451
 QT0451. The following values were computed from the NAD 83(1996) position.
 QT0451
 QT0451;                    North         East     Units Scale Factor Converg.
 QT0451;SPC SD N     -   210,086.069   403,246.590   MT  1.00000251   -1 47 17.3
 QT0451;SPC SD N     -   689,257.38  1,322,984.85   sFT  1.00000251   -1 47 17.3
 QT0451;UTM  13      - 5,063,271.079   692,567.367   MT  1.00005592   +1 46 14.3
 QT0451
 QT0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0451!SPC SD N     -   0.99986904  x   1.00000251  =   0.99987155
 QT0451!UTM  13      -   0.99986904  x   1.00005592  =   0.99992495
 QT0451
 QT0451:                Primary Azimuth Mark                     Grid Az
 QT0451:SPC SD N     -  COLET AZ MK                              142 05 16.6
 QT0451:UTM  13      -  COLET AZ MK                              138 31 45.0
 QT0451
 QT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9256763271(NAD 83)
 QT0451
 QT0451|---------------------------------------------------------------------|
 QT0451| PID    Reference Object                     Distance      Geod. Az  |
 QT0451|                                                           dddmmss.s |
 QT0451| CQ8125 COLET AZ MK                                        1401759.3 |
 QT0451| CQ8126 COLET RM 1                           11.522 METERS 21846     |
 QT0451| CQ8127 COLET RM 2                           12.421 METERS 32516     |
 QT0451|---------------------------------------------------------------------|
 QT0451
 QT0451                          SUPERSEDED SURVEY CONTROL
 QT0451
 QT0451  NAD 83(1993)-  45 41 46.35684(N)    102 31 35.65469(W) AD(       ) 2
 QT0451  NAD 83(1986)-  45 41 46.35708(N)    102 31 35.65432(W) AD(       ) 2
 QT0451  NAD 27      -  45 41 46.37400(N)    102 31 34.09100(W) AD(       ) 2
 QT0451
 QT0451.Superseded values are not recommended for survey control.
 QT0451
 QT0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0451.See file dsdata.pdf to determine how the superseded data were derived.
 QT0451
 QT0451_MARKER: DS = TRIANGULATION STATION DISK
 QT0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0451_STAMPING: COLET 1952
 QT0451_MARK LOGO: CGS
 QT0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0451+STABILITY: SURFACE MOTION
 QT0451
 QT0451  HISTORY     - Date     Condition        Report By
 QT0451  HISTORY     - 1952     MONUMENTED       CGS
 QT0451
 QT0451                          STATION DESCRIPTION
 QT0451
 QT0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0451'THE STATION IS ABOUT 12 MILES NORTH-NORTHWEST OF BISON, 10
 QT0451'MILES SOUTHEAST OF LODGEPOLE, IN SECTION 16, T 20 N, R 13 E,
 QT0451'ON LAND OWNED BY THE STATE, 11 FEET SOUTH OF A 4 X 4 INCH
 QT0451'WITNESS POST, AND 11 FEET WEST OF THE EAST EDGE OF THE BUTTE.
 QT0451'
 QT0451'TO REACH THE STATION FROM THE T-INTERSECTION ON STATE HIGHWAY
 QT0451'8 ABOUT 1/2 MILE NORTH OF BISON, GO EAST ON THE HIGHWAY FOR
 QT0451'0.4 MILE TO A CROSS ROAD, TURN LEFT AND GO NORTH ON GRADED
 QT0451'DIRT ROAD FOR 5.65 MILES TO A LARGE CONCRETE BRIDGE, CONTINUE
 QT0451'NORTH FOR 1.05 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QT0451'WEST AND NORTH ON MAIN ROAD FOR 7.3 MILES TO A CATTLE GUARD
 QT0451'AND AZIMUTH MARK ON LEFT, TURN LEFT AND GO NORTHWEST ACROSS
 QT0451'COUNTRY FOR 0.6 MILE TO TOP OF A FLAT-TOPPED BUTTE AND THE
 QT0451'STATION.
 QT0451'
 QT0451'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0451'COLET 1952.
 QT0451'
 QT0451'REFERENCE MARK 1 IS 45 FEET NORTHWEST OF THE SOUTHEAST EDGE
 QT0451'OF THE BUTTE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 QT0451'STAMPED COLET NO 1 1952.
 QT0451'
 QT0451'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE NORTH EDGE OF THE
 QT0451'BUTTE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QT0451'COLET NO 2 1952.
 QT0451'
 QT0451'THE AZIMUTH MARK IS 50 FEET WEST OF THE CATTLE GUARD, 4 FEET
 QT0451'EAST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT NORTH OF A
 QT0451'WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 QT0451'STAMPED COLET 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1007 ***********************************************************************
 NM1007  DESIGNATION -  COLLEGE AZ MK
 NM1007  PID         -  NM1007
 NM1007  STATE/COUNTY-  SD/YANKTON
 NM1007  COUNTRY     -  US
 NM1007  USGS QUAD   -  YANKTON (2017)
 NM1007
 NM1007                         *CURRENT SURVEY CONTROL
 NM1007  ______________________________________________________________________
 NM1007* NAD 83(1986) POSITION- 42 52 48.     (N) 097 23 20.     (W)   SCALED
 NM1007* NAVD 88 ORTHO HEIGHT -   377.249 (meters)     1237.69  (feet) ADJUSTED
 NM1007  ______________________________________________________________________
 NM1007  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 NM1007  DYNAMIC HEIGHT  -        377.142 (meters)     1237.34  (feet) COMP
 NM1007  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM1007
 NM1007  VERT ORDER      -  FIRST     CLASS II
 NM1007
 NM1007.The horizontal coordinates were scaled from a map and have
 NM1007.an estimated accuracy of +/- 6 seconds.
 NM1007
 NM1007.The orthometric height was determined by differential leveling and
 NM1007.adjusted by the NATIONAL GEODETIC SURVEY
 NM1007.in June 1991.
 NM1007
 NM1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1007.GEOID18 height accuracy estimate available here.
 NM1007
 NM1007.Click photographs - Photos may exist for this station.
 NM1007
 NM1007.The dynamic height is computed by dividing the NAVD 88
 NM1007.geopotential number by the normal gravity value computed on the
 NM1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1007.degrees latitude (g = 980.6199 gals.).
 NM1007
 NM1007.The modeled gravity was interpolated from observed gravity values.
 NM1007
 NM1007;                    North         East    Units  Estimated Accuracy
 NM1007;SPC SD S     -    64,990.      840,510.      MT  (+/- 180 meters Scaled)
 NM1007
 NM1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN315487(NAD 83)
 NM1007
 NM1007                          SUPERSEDED SURVEY CONTROL
 NM1007
 NM1007  NGVD 29 (??/??/92)  377.048  (m)         1237.03   (f) ADJ UNCH    1 2
 NM1007
 NM1007.Superseded values are not recommended for survey control.
 NM1007
 NM1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1007.See file dsdata.pdf to determine how the superseded data were derived.
 NM1007
 NM1007_MARKER: DZ = AZIMUTH MARK DISK
 NM1007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1007_SP_SET: GATE POST
 NM1007_STAMPING: COLLEGE 1948
 NM1007_MARK LOGO: CGS
 NM1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1007
 NM1007  HISTORY     - Date     Condition        Report By
 NM1007  HISTORY     - 1948     MONUMENTED       CGS
 NM1007  HISTORY     - 1949     GOOD             CGS
 NM1007
 NM1007                          STATION DESCRIPTION
 NM1007
 NM1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1007'AT YANKTON.
 NM1007'0.5 MILE NORTH ALONG DOUGLAS AVENUE FROM THE INTERSECTION OF
 NM1007'FOURTH STREET AND DOUGLAS AVENUE, ON THE GROUNDS OF YANKTON
 NM1007'COLLEGE, 0.1 MILE NORTHEAST OF TRIANGULATION STATION COLLEGE
 NM1007'1948, AND SET IN THE TOP OF THE NORTH GATE POST OF THE EAST
 NM1007'GATE TO A GARDEN TERRACE, THE GATE POST IS 5 FEET HIGH AND 2.8
 NM1007'FEET SQUARE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1002 ***********************************************************************
 NM1002  DESIGNATION -  COLLEGE RESET
 NM1002  PID         -  NM1002
 NM1002  STATE/COUNTY-  SD/YANKTON
 NM1002  COUNTRY     -  US
 NM1002  USGS QUAD   -  YANKTON (2017)
 NM1002
 NM1002                         *CURRENT SURVEY CONTROL
 NM1002  ______________________________________________________________________
 NM1002* NAD 83(1996) POSITION- 42 52 42.06667(N) 097 23 27.61997(W)   ADJUSTED
 NM1002* NAVD 88 ORTHO HEIGHT -   377.99  (meters)     1240.1   (feet) RESET
 NM1002  ______________________________________________________________________
 NM1002  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM1002  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 NM1002  HORZ ORDER      -  THIRD
 NM1002  VERT ORDER      -  THIRD
 NM1002
 NM1002.The horizontal coordinates were established by classical geodetic methods
 NM1002.and adjusted by the National Geodetic Survey in January 1998.
 NM1002
 NM1002.The orthometric height was computed from unverified reset data.
 NM1002
 NM1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1002.GEOID18 height accuracy estimate available here.
 NM1002
 NM1002.Click photographs - Photos may exist for this station.
 NM1002
 NM1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1002
 NM1002. The following values were computed from the NAD 83(1996) position.
 NM1002
 NM1002;                    North         East     Units Scale Factor Converg.
 NM1002;SPC SD S     -    64,804.983   840,340.250   MT  0.99998965   +2 01 47.2
 NM1002;SPC SD S     -   212,614.35  2,757,016.30   sFT  0.99998965   +2 01 47.2
 NM1002;UTM  14      - 4,748,561.774   631,406.219   MT  0.99981243   +1 05 42.0
 NM1002
 NM1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1002!SPC SD S     -   0.99994474  x   0.99998965  =   0.99993439
 NM1002!UTM  14      -   0.99994474  x   0.99981243  =   0.99975718
 NM1002
 NM1002:                Primary Azimuth Mark                     Grid Az
 NM1002:SPC SD S     -  YANKTON NASH FINCH CO STACK              188 00 37.6
 NM1002:UTM  14      -  YANKTON NASH FINCH CO STACK              188 56 42.8
 NM1002
 NM1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3140648561(NAD 83)
 NM1002
 NM1002|---------------------------------------------------------------------|
 NM1002| PID    Reference Object                     Distance      Geod. Az  |
 NM1002|                                                           dddmmss.s |
 NM1002| NM1877 YANKTON COLL FORBES H STEEPLE       120.817 METERS 00411     |
 NM1002| NM1880 YANKTON COL MUSIC HALL STEEPLE      263.525 METERS 01228     |
 NM1002| NM1007 COLLEGE AZ MK                                      0480807.7 |
 NM1002| NM1004 COLLEGE RM 2                         25.185 METERS 06111     |
 NM1002| NM1006 YANKTON MAGNETIC                     17.463 METERS 10951     |
 NM1002| NM1871 YANKTON SACRED HEART CATH CH        APPROX. 0.6 KM 1782449.5 |
 NM1002| NM1869 YANKTON NEW ENG DISTILL CO STK      APPROX. 1.2 KM 1884433.3 |
 NM1002| NM1868 YANKTON NASH FINCH CO STACK         APPROX. 1.1 KM 1900224.8 |
 NM1002| NM1863 YANKTON CO CTHSE CLOCK TOWER        APPROX. 1.1 KM 2043752.7 |
 NM1002| NM1872 YANKTON MUNICIPAL TANK              APPROX. 1.2 KM 2452923.6 |
 NM1002| NM1001 COLLEGE RM 1                         12.522 METERS 35850     |
 NM1002|---------------------------------------------------------------------|
 NM1002
 NM1002                          SUPERSEDED SURVEY CONTROL
 NM1002
 NM1002  NAD 83(1995)-  42 52 42.06669(N)    097 23 27.61996(W) AD(       ) 3
 NM1002  NAD 83(1986)-  42 52 42.07538(N)    097 23 27.61071(W) AD(       ) 3
 NM1002  NAD 27      -  42 52 42.08700(N)    097 23 26.40600(W) AD(       ) 3
 NM1002
 NM1002.Superseded values are not recommended for survey control.
 NM1002
 NM1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1002.See file dsdata.pdf to determine how the superseded data were derived.
 NM1002
 NM1002_MARKER: DS = TRIANGULATION STATION DISK
 NM1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1002_STAMPING: COLLEGE 1948 1968
 NM1002_MARK LOGO: CGS
 NM1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1002+STABILITY: SURFACE MOTION
 NM1002
 NM1002  HISTORY     - Date     Condition        Report By
 NM1002  HISTORY     - 1968     MONUMENTED       CGS
 NM1002
 NM1002                          STATION DESCRIPTION
 NM1002
 NM1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1002'THE STATION SURFACE AND UNDERGROUND MARKS WERE COMPLETELY DESTROYED
 NM1002'WHEN GROUND AT STATION SITE WAS LOWERED FOR A NEW STUDENT
 NM1002'UNION BUILDING WHICH WAS BUILT NORTHEAST OF THE STATION SITE.
 NM1002'YANKTON MAGNETIC STATION WAS FOUND DESTROYED.  REFERENCE MARK NO. 1
 NM1002'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 NM1002'CONDITION.  THE NEW STUDENT UNION BUILDING OBSTRUCTED THE LINE
 NM1002'OF SIGHT TO THE AZIMUTH MARK AND THERE IS NO SUITABLE
 NM1002'PLACE TO SET A NEW ONE.
 NM1002'
 NM1002'THE STATION MARK WAS RE-ESTABLISHED FROM THE REFERENCE MARK
 NM1002'NO. 1 AND THE INTERSECTION STATIONS SHOWN ABOVE IN THE BOX
 NM1002'SCORE.  REFERENCE MARK NO. 1 WAS LOWERED VERTICALLY IN PLACE AND
 NM1002'REFERENCE MARK NO. 2 WAS SET.
 NM1002'
 NM1002'FOLLOWING IS A NEW DESCRIPTION.
 NM1002'
 NM1002'LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF 10TH
 NM1002'AND DOUGLAS STREETS IN THE NORTH PART OF YANKTON, AND ON THE
 NM1002'YANKTON COLLEGE CAMPUS.
 NM1002'
 NM1002'STATION MARKS ARE STANDARD DISKS STAMPED COLLEGE 1948 1968.  THE
 NM1002'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NM1002'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 134 FEET
 NM1002'SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND OLD LOOKOUT
 NM1002'BUILDING AND 94.5 FEET SOUTHWEST OF THE SOUTH DOOR AT THE BACK
 NM1002'ENTRANCE TO THE KITCHEN FOR THE NEW STUDENT UNION BUILDING.
 NM1002'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 NM1002'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1002'
 NM1002'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLLEGE 1948
 NM1002'NO. 1 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NM1002'PROJECTS 1 INCH.  IT IS 73.5 FEET WEST-NORTHWEST OF A BRICK
 NM1002'PILLAR AT THE NORTH SIDE OF A LOADING PLATFORM TO KITCHEN AREA.
 NM1002'
 NM1002'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLLEGE 1948
 NM1002'NO. 2 1968, IS CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP
 NM1002'WHICH IS ATTACHED TO THE LOADING DOCK AT THE SOUTHWEST SIDE OF
 NM1002'THE NEW STUDENT UNION BUILDING AND THE DOCK LEADS TO THE BACK
 NM1002'ENTRANCE TO THE KITCHEN.  IT IS 0.55 FEET SOUTHEAST OF THE
 NM1002'SOUTHEAST CORNER OF THE LOADING DOCK.
 NM1002'
 NM1002'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN THE 1948
 NM1002'DESCRIPTION, BUT NO LONGER VISIBLE AT STATION SITE.
 NM1002'
 NM1002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT YANKTON
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1001 ***********************************************************************
 NM1001  DESIGNATION -  COLLEGE RM 1
 NM1001  PID         -  NM1001
 NM1001  STATE/COUNTY-  SD/YANKTON
 NM1001  COUNTRY     -  US
 NM1001  USGS QUAD   -  YANKTON (2017)
 NM1001
 NM1001                         *CURRENT SURVEY CONTROL
 NM1001  ______________________________________________________________________
 NM1001* NAD 83(1986) POSITION- 42 52 42.47   (N) 097 23 27.63   (W)   HD_HELD1
 NM1001* NAVD 88 ORTHO HEIGHT -   378.668 (meters)     1242.35  (feet) ADJUSTED
 NM1001  ______________________________________________________________________
 NM1001  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM1001  DYNAMIC HEIGHT  -        378.561 (meters)     1242.00  (feet) COMP
 NM1001  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 NM1001
 NM1001  VERT ORDER      -  FIRST     CLASS II
 NM1001
 NM1001.The horizontal coordinates were determined by differentially corrected
 NM1001.hand held GPS observations or other comparable positioning techniques
 NM1001.and have an estimated accuracy of +/- 3 meters.
 NM1001
 NM1001.The orthometric height was determined by differential leveling and
 NM1001.adjusted by the NATIONAL GEODETIC SURVEY
 NM1001.in June 1991.
 NM1001
 NM1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1001.GEOID18 height accuracy estimate available here.
 NM1001
 NM1001.Click photographs - Photos may exist for this station.
 NM1001
 NM1001.The dynamic height is computed by dividing the NAVD 88
 NM1001.geopotential number by the normal gravity value computed on the
 NM1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1001.degrees latitude (g = 980.6199 gals.).
 NM1001
 NM1001.The modeled gravity was interpolated from observed gravity values.
 NM1001
 NM1001;                    North         East    Units  Estimated Accuracy
 NM1001;SPC SD S     -    64,817.4     840,339.6     MT  (+/- 3 meters HH1 GPS) 
 NM1001
 NM1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3140548574(NAD 83)
 NM1001
 NM1001                          SUPERSEDED SURVEY CONTROL
 NM1001
 NM1001  NGVD 29 (??/??/92)  378.467  (m)         1241.69   (f) ADJ UNCH    1 2
 NM1001
 NM1001.Superseded values are not recommended for survey control.
 NM1001
 NM1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1001.See file dsdata.pdf to determine how the superseded data were derived.
 NM1001
 NM1001_MARKER: DR = REFERENCE MARK DISK
 NM1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1001_STAMPING: COLLEGE NO 1 1948
 NM1001_MARK LOGO: CGS
 NM1001_PROJECTION: PROJECTING 6 CENTIMETERS
 NM1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1001+STABILITY: SURFACE MOTION
 NM1001
 NM1001  HISTORY     - Date     Condition        Report By
 NM1001  HISTORY     - 1948     MONUMENTED       CGS
 NM1001  HISTORY     - 1949     GOOD             CGS
 NM1001  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NM1001
 NM1001                          STATION DESCRIPTION
 NM1001
 NM1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1001'AT YANKTON.
 NM1001'0.5 MILE NORTH ALONG DOUGLAS AVENUE FROM THE INTERSECTION OF
 NM1001'FOURTH STREET AND DOUGLAS AVENUE, ON THE GROUNDS OF YANKTON
 NM1001'COLLEGE, 41 FEET NORTH OF TRIANGULATION STATION COLLEGE 1948,
 NM1001'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM1001'THE GROUND.
 NM1001
 NM1001                          STATION RECOVERY (1968)
 NM1001
 NM1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1001'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1003 ***********************************************************************
 NM1003  DESIGNATION -  COLLEGE RM 1 RESET
 NM1003  PID         -  NM1003
 NM1003  STATE/COUNTY-  SD/YANKTON
 NM1003  COUNTRY     -  US
 NM1003  USGS QUAD   -  YANKTON (2017)
 NM1003
 NM1003                         *CURRENT SURVEY CONTROL
 NM1003  ______________________________________________________________________
 NM1003* NAD 83(1986) POSITION- 42 52 42.47   (N) 097 23 27.63   (W)   HD_HELD1
 NM1003* NAVD 88 ORTHO HEIGHT -   378.13  (meters)     1240.6   (feet) RESET
 NM1003  ______________________________________________________________________
 NM1003  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM1003  VERT ORDER      -  THIRD
 NM1003
 NM1003.The horizontal coordinates were determined by differentially corrected
 NM1003.hand held GPS observations or other comparable positioning techniques
 NM1003.and have an estimated accuracy of +/- 3 meters.
 NM1003
 NM1003.The orthometric height was computed from unverified reset data.
 NM1003
 NM1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1003.GEOID18 height accuracy estimate available here.
 NM1003
 NM1003.Click photographs - Photos may exist for this station.
 NM1003
 NM1003;                    North         East    Units  Estimated Accuracy
 NM1003;SPC SD S     -    64,817.4     840,339.6     MT  (+/- 3 meters HH1 GPS) 
 NM1003
 NM1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3140548574(NAD 83)
 NM1003
 NM1003                          SUPERSEDED SURVEY CONTROL
 NM1003
 NM1003.No superseded survey control is available for this station.
 NM1003
 NM1003_MARKER: DR = REFERENCE MARK DISK
 NM1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1003_STAMPING: COLLEGE 1948 NO 1 1968
 NM1003_MARK LOGO: CGS
 NM1003_PROJECTION: PROJECTING 3 CENTIMETERS
 NM1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1003+STABILITY: SURFACE MOTION
 NM1003
 NM1003  HISTORY     - Date     Condition        Report By
 NM1003  HISTORY     - 1968     MONUMENTED       CGS
 NM1003  HISTORY     - 1968     GOOD             CGS
 NM1003
 NM1003                          STATION DESCRIPTION
 NM1003
 NM1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NM1003'AT YANKTON.
 NM1003'IT IS 41.08 FEET NORTH OF TRIANGULATION STATION COLLEGE 1948
 NM1003'1968, 73.5 FEET WEST-NORTHWEST OF A BRICK PILLAR AT THE NORTH
 NM1003'SIDE OF THE LOADING PLATFORM LEADING TO THE KITCHEN AT THE
 NM1003'SOUTHWEST SIDE OF THE NEW STUDENT UNION BUILDING, AND SET IN
 NM1003'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 NM1003'NOTE-- THE MARK WAS EXPOSED ABOUT 1 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1004 ***********************************************************************
 NM1004  DESIGNATION -  COLLEGE RM 2
 NM1004  PID         -  NM1004
 NM1004  STATE/COUNTY-  SD/YANKTON
 NM1004  COUNTRY     -  US
 NM1004  USGS QUAD   -  YANKTON (2017)
 NM1004
 NM1004                         *CURRENT SURVEY CONTROL
 NM1004  ______________________________________________________________________
 NM1004* NAD 83(1986) POSITION- 42 52 42.46   (N) 097 23 26.65   (W)   HD_HELD1
 NM1004* NAVD 88 ORTHO HEIGHT -   377.80  (meters)     1239.5   (feet) RESET
 NM1004  ______________________________________________________________________
 NM1004  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM1004  VERT ORDER      -  THIRD
 NM1004
 NM1004.The horizontal coordinates were determined by differentially corrected
 NM1004.hand held GPS observations or other comparable positioning techniques
 NM1004.and have an estimated accuracy of +/- 3 meters.
 NM1004
 NM1004.The orthometric height was computed from unverified reset data.
 NM1004
 NM1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1004.GEOID18 height accuracy estimate available here.
 NM1004
 NM1004.Click photographs - Photos may exist for this station.
 NM1004
 NM1004;                    North         East    Units  Estimated Accuracy
 NM1004;SPC SD S     -    64,817.9     840,361.8     MT  (+/- 3 meters HH1 GPS) 
 NM1004
 NM1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3142748574(NAD 83)
 NM1004
 NM1004                          SUPERSEDED SURVEY CONTROL
 NM1004
 NM1004.No superseded survey control is available for this station.
 NM1004
 NM1004_MARKER: DR = REFERENCE MARK DISK
 NM1004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1004_SP_SET: STEP
 NM1004_STAMPING: COLLEGE 1948 NO 2 1968
 NM1004_MARK LOGO: CGS
 NM1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1004
 NM1004  HISTORY     - Date     Condition        Report By
 NM1004  HISTORY     - 1968     MONUMENTED       CGS
 NM1004
 NM1004                          STATION DESCRIPTION
 NM1004
 NM1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (MEW)
 NM1004'AT YANKTON.
 NM1004'ABOUT 0.5 MILE NORTH ALONG DOUGLAS AVENUE FROM THE INTERSECTION
 NM1004'OF FOURTH STREET AND DOUGLAS AVENUE, ON THE GROUNDS OF THE
 NM1004'YANKTON COLLEGE, 0.55 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NM1004'OF A LOADING DOCK, AND CEMENTED IN A DRILL HOLE IN THE BOTTOM
 NM1004'STEP WHICH IS ATTACHED TO THE LOADING DOCK AT THE SOUTHWEST
 NM1004'SIDE OF THE NEW STUDENT UNION BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0841 ***********************************************************************
 OQ0841  DESIGNATION -  COLMAN MUNICIPAL TANK
 OQ0841  PID         -  OQ0841
 OQ0841  STATE/COUNTY-  SD/MOODY
 OQ0841  COUNTRY     -  US
 OQ0841  USGS QUAD   -  COLMAN (2017)
 OQ0841
 OQ0841                         *CURRENT SURVEY CONTROL
 OQ0841  ______________________________________________________________________
 OQ0841* NAD 83(1996) POSITION- 43 59 00.76794(N) 096 48 47.24447(W)   ADJUSTED
 OQ0841  ______________________________________________________________________
 OQ0841  GEOID HEIGHT    -        -25.898 (meters)                     GEOID18
 OQ0841  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 OQ0841  HORZ ORDER      -  THIRD
 OQ0841
 OQ0841.The horizontal coordinates were established by classical geodetic methods
 OQ0841.and adjusted by the National Geodetic Survey in January 1998.
 OQ0841
 OQ0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0841.GEOID18 height accuracy estimate available here.
 OQ0841
 OQ0841.Click photographs - Photos may exist for this station.
 OQ0841
 OQ0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0841
 OQ0841. The following values were computed from the NAD 83(1996) position.
 OQ0841
 OQ0841;                    North         East     Units Scale Factor Converg.
 OQ0841;SPC SD S     -   189,310.605   882,315.528   MT  0.99992715   +2 25 42.3
 OQ0841;SPC SD S     -   621,096.54  2,894,730.19   sFT  0.99992715   +2 25 42.3
 OQ0841;UTM  14      - 4,872,370.305   675,380.905   MT  0.99997832   +1 31 08.6
 OQ0841
 OQ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7538072370(NAD 83)
 OQ0841
 OQ0841                          SUPERSEDED SURVEY CONTROL
 OQ0841
 OQ0841  NAD 83(1986)-  43 59 00.76987(N)    096 48 47.22276(W) AD(       ) 3
 OQ0841  NAD 27      -  43 59 00.87300(N)    096 48 46.03600(W) AD(       ) 3
 OQ0841
 OQ0841.Superseded values are not recommended for survey control.
 OQ0841
 OQ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0841.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0841
 OQ0841_MARKER: 53 = ELEVATED TANK
 OQ0841
 OQ0841  HISTORY     - Date     Condition        Report By
 OQ0841  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0841  HISTORY     - 1949     GOOD             CGS
 OQ0841
 OQ0841                          STATION DESCRIPTION
 OQ0841
 OQ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0841'OBJECT OBSERVED UPON WAS FINIAL ATOP MUNICIPALLY-OWNED WATER SUPPLY
 OQ0841'TANK, LOCATED IN CENTRAL PART OF CITY OF COLMAN.  IT IS
 OQ0841'APPROXIMATELY 125 FEET TALL.
 OQ0841
 OQ0841                          STATION RECOVERY (1949)
 OQ0841
 OQ0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0841'THE STATION IS LOCATED IN THE TOWN OF COLMAN, 1/2 BLOCK EAST OF THE
 OQ0841'MAIN STREET.  IT IS A 4 LEGGED STEEL STRUCTURE, APPROXIMATELY
 OQ0841'125 FEET HIGH AND PAINTED BLACK WITH A SILVER TANK.
 OQ0841'
 OQ0841'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0961 ***********************************************************************
 PR0961  DESIGNATION -  COLMAN RESET
 PR0961  PID         -  PR0961
 PR0961  STATE/COUNTY-  SD/MOODY
 PR0961  COUNTRY     -  US
 PR0961  USGS QUAD   -  RUTLAND SE (2017)
 PR0961
 PR0961                         *CURRENT SURVEY CONTROL
 PR0961  ______________________________________________________________________
 PR0961* NAD 83(1996) POSITION- 44 01 01.66471(N) 096 47 19.05502(W)   ADJUSTED
 PR0961* NAVD 88 ORTHO HEIGHT -   524.    (meters)     1719.    (feet) SCALED
 PR0961  ______________________________________________________________________
 PR0961  GEOID HEIGHT    -        -25.913 (meters)                     GEOID18
 PR0961  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 PR0961  HORZ ORDER      -  THIRD
 PR0961
 PR0961.The horizontal coordinates were established by classical geodetic methods
 PR0961.and adjusted by the National Geodetic Survey in January 1998.
 PR0961
 PR0961.The orthometric height was scaled from a topographic map.
 PR0961
 PR0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0961.GEOID18 height accuracy estimate available here.
 PR0961
 PR0961.Click photographs - Photos may exist for this station.
 PR0961
 PR0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0961
 PR0961. The following values were computed from the NAD 83(1996) position.
 PR0961
 PR0961;                    North         East     Units Scale Factor Converg.
 PR0961;SPC SD S     -   193,121.921   884,119.773   MT  0.99993105   +2 26 43.2
 PR0961;SPC SD S     -   633,600.84  2,900,649.62   sFT  0.99993105   +2 26 43.2
 PR0961;UTM  14      - 4,876,152.725   677,245.476   MT  0.99998640   +1 32 13.3
 PR0961
 PR0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0961!SPC SD S     -   0.99992186  x   0.99993105  =   0.99985291
 PR0961!UTM  14      -   0.99992186  x   0.99998640  =   0.99990826
 PR0961
 PR0961:                Primary Azimuth Mark                     Grid Az
 PR0961:SPC SD S     -  COLMAN AZ MK                             177 55 14.7
 PR0961:UTM  14      -  COLMAN AZ MK                             178 49 44.6
 PR0961
 PR0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7724576152(NAD 83)
 PR0961
 PR0961|---------------------------------------------------------------------|
 PR0961| PID    Reference Object                     Distance      Geod. Az  |
 PR0961|                                                           dddmmss.s |
 PR0961| CO8371 COLMAN RM 1                          31.721 METERS 04937     |
 PR0961| PR0962 2                                    54.610 METERS 14545     |
 PR0961| CO8372 COLMAN RM 2                          29.465 METERS 17451     |
 PR0961| AH8532 COLMAN AZ MK                                       1802157.9 |
 PR0961| OQ0841 COLMAN MUNICIPAL TANK               APPROX. 4.2 KM 2074640.3 |
 PR0961|---------------------------------------------------------------------|
 PR0961
 PR0961                          SUPERSEDED SURVEY CONTROL
 PR0961
 PR0961  NAD 83(1986)-  44 01 01.66680(N)    096 47 19.03308(W) AD(       ) 3
 PR0961  NAD 27      -  44 01 01.76700(N)    096 47 17.83500(W) AD(       ) 3
 PR0961
 PR0961.Superseded values are not recommended for survey control.
 PR0961
 PR0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0961.See file dsdata.pdf to determine how the superseded data were derived.
 PR0961
 PR0961_MARKER: DH = HORIZONTAL CONTROL DISK
 PR0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0961_STAMPING: COLMAN 1949 1975
 PR0961_MARK LOGO: NGS
 PR0961_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0961+STABILITY: SURFACE MOTION
 PR0961
 PR0961  HISTORY     - Date     Condition        Report By
 PR0961  HISTORY     - 1975     MONUMENTED       NGS
 PR0961  HISTORY     - 19840824 GOOD             NGS
 PR0961
 PR0961                          STATION DESCRIPTION
 PR0961
 PR0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PR0961'THE SURFACE STATION MARK WAS FOUND DISTURBED, IT HAD BEEN BUMPED BY A
 PR0961'MACHINE INSTALLING UNDER-GROUND TELEPHONE CABLE.  THE UNDER-GROUND
 PR0961'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH MARK
 PR0961'WERE RECOVERED IN GOOD CONDITION.  THE SOUTH DAKOTA GEODETIC SURVEY
 PR0961'BENCH MARK WAS FOUND IN POOR CONDITION.  IT IS LOOSE IN THE GROUND, IT
 PR0961'MAY HAVE BEEN BUMPED BY FARM MACHINERY.  THE POSITION OF THE
 PR0961'UNDER-GROUND STATION MARK WAS HELD AND THE MARK REMOVED, A NEW STATION
 PR0961'MARK WAS SET LOWER AND A NEW SURFACE STATION MARK WAS PLUMBED OVER IT
 PR0961'FLUSH WITH THE GROUND.  SHORTER DISTANCES WERE MEASURED TO REFERENCE
 PR0961'MARKS NO. 1 AND NO. 2, POSSIBLY DUE TO SLOPE MEASUREMENT.  A NEW
 PR0961'DESCRIPTION FOLLOWS--
 PR0961'
 PR0961'THE STATION IS LOCATED ABOUT 1 MILE EAST AND 2-1/2 MILES NORTH OF
 PR0961'COLMAN ALONG THE EAST SIDE OF OLD U.S. HIGHWAY 77, REFERENCE MARK NO.
 PR0961'1 AND BENCH MARK SDGS ARE ON PROPERTY OWNED BY MR. ROBERT CLARK WHO
 PR0961'LIVES ABOUT 0.1 MILE NORTH OF THE STATION.
 PR0961'
 PR0961'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND STATE
 PR0961'ROUTE 34 AT THE SOUTH EDGE OF COLMAN, GO EAST ON HIGHWAY 34 FOR 1.25
 PR0961'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON OLD U.S. HIGHWAY
 PR0961'77 FOR 2 MILES TO A CROSSROAD INTERSECTION AND THE AZIMUTH MARK ON THE
 PR0961'RIGHT AS DESCRIBED, CONTINUE NORTH ON THE HIGHWAY FOR 0.65 MILE TO A
 PR0961'FIELD ENTRANCE ON THE RIGHT AND THE STATION AS DESCRIBED. (THE FIELD
 PR0961'ENTRANCE IS ABOUT 0.1 MILE SOUTH OF THE DRIVEWAY LEADING EAST INTO THE
 PR0961'CLARK FARMSTEAD.)
 PR0961'
 PR0961'THE STATION MARK IS A STANDARD DISK STAMPED COLMAN 1949 1975, SET IN
 PR0961'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 81
 PR0961'FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 70 FEET
 PR0961'SOUTH-SOUTHWEST OF THE SOUTH GATE POST, 40 FEET EAST OF THE CENTER OF
 PR0961'THE ROAD, AND 10 FEET WEST OF A FENCE AND METAL WITNESS POST.
 PR0961'
 PR0961'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COLMAN NO 1 1949, SET
 PR0961'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT
 PR0961'IS IN PASTURE LAND, 118 FEET EAST OF THE CENTER OF THE HIGHWAY, 68
 PR0961'FEET EAST OF THE SOUTH GATE POST AT THE FIELD ENTRANCE, AND 1-FOOT
 PR0961'SOUTH OF A FENCE.
 PR0961'
 PR0961'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COLMAN NO 2 1949, SET
 PR0961'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 PR0961'IS 166 FEET SOUTH OF THE SOUTH GATE POST THE FIELD ENTRANCE, 97 FEET
 PR0961'SOUTH OF THE METAL WITNESS POST, 49 FEET EAST OF THE CENTER OF THE
 PR0961'ROAD, AND 1-FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 PR0961'
 PR0961'THE SDGS BENCH MARK IS A CGS+SS BENCH MARK DISK WITH NO STAMPING ON IT
 PR0961'SET IN THE TOP OF A 4 X 4-INCH SQUARE CONCRETE POST WHICH PROJECTS
 PR0961'8-INCHES.  IT IS ON TOP OF A LOW RIDGE IN A PASTURE, 141 FEET EAST OF
 PR0961'THE CENTER OF THE HIGHWAY, 215 FEET SOUTH OF AN EAST-WEST FENCE, 91
 PR0961'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 6-FEET NORTHWEST OF A
 PR0961'ROCKPILE.  THE POST IS SLIGHTLY CHIPPED AND IT IS LOOSE IN THE GROUND.
 PR0961'
 PR0961'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLMAN 1949, SET IN THE
 PR0961'TOP OF A SQUARE CONCRETE MONUMENT 6-INCHES BELOW GROUND LEVEL.  IT IS
 PR0961'37 FEET EAST OF THE CENTER OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER
 PR0961'OF THE CROSSROAD, 7 FEET EAST OF A WOODEN GUARD POST, AND 1.5 FOOT
 PR0961'LOWER THEN THE GRAVELED ROAD.
 PR0961'
 PR0961'NOTE-THE UNDERGROUND TELEPHONE CABLE RUNS NORTH AND SOUTH, AND PASSES
 PR0961'ALONG THE EAST SIDE OF THE STATION MARK.
 PR0961'
 PR0961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 2.5 MILES
 PR0961'NORTH-NORTHEAST OF COLMAN.
 PR0961
 PR0961                          STATION RECOVERY (1984)
 PR0961
 PR0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PR0961'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 PR0961'IN GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN HIT WITH FARM EQUIPMENT
 PR0961'AND DISTURBED.  THE PROPERTY OWNER REQUESTED THAT IT BE REMOVED, WHICH
 PR0961'WAS DONE AT THIS TIME AND REFERENCE MARK 3 WAS ESTABLISHED.  THE
 PR0961'DISTANCE AND DIRECTION TO REFERENCE MARK 2 AGREED WITH THE 1975
 PR0961'OBSERVATIONS.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PR0961'
 PR0961'THE STATION IS LOCATED 4.4 KM (2.75 MI) NORTH-NORTHEAST OF COLMAN,
 PR0961'ALONG THE EAST SIDE OF OLD HIGHWAY 77, IN THE RIGHT-OF-WAY.
 PR0961'
 PR0961'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 34 AND MAIN
 PR0961'STREET IN COLMAN, GO EAST ON HIGHWAY 34 FOR 2.0 KM (1.25 MI) TO A SIDE
 PR0961'ROAD LEFT. TURN LEFT AND GO NORTH ON OLD HIGHWAY 77 FOR 3.2 KM
 PR0961'(2.00 MI) TO A CROSSROAD AND THE AZIMUTH MARK.  CONTINUE NORTH ON THE
 PR0961'HIGHWAY FOR 1.0 KM (0.60 MI) TO THE STATION ON THE RIGHT, JUST SOUTH
 PR0961'OF A FIELD ENTRANCE.
 PR0961'
 PR0961'THE STATION IS A STANDARD NGS DISK STAMPED COLMAN 1949 1975 SET INTO
 PR0961'THE TOP OF A ROUND COUNTY MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH
 PR0961'IN THE GROUND.  LOCATED 24.4 METER (80.1 FT) SOUTH FROM THE CENTER OF
 PR0961'THE FEILD ENTRANCE, 12.0 METERS (39.4 FT) EAST FROM THE CENTER OF OLD
 PR0961'HIGHWAY 77 AND 3.0 METER (9.8 FT) WEST FROM A FENCE AND WITNESS POST.
 PR0961'
 PR0961'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED COLMAN NO 2 1949
 PR0961'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PR0961'DIAMETER PROJECTING 4 INCHES (10 CM) IN DIAMETER.  LOCATED 50.6 METERS
 PR0961'(166.0 FT) SOUTH FROM THE SOUTH GATE POST AT FIELD ENTRANCE, 29.6
 PR0961'METERS (97.1 FT) SOUTH FROM A WITNESS POST, 14.9 METERS (48.9 FT)
 PR0961'EAST FROM THE CENTER OF OLD HIGHWAY 77 AND 0.3 METER (1.0 FT) WEST
 PR0961'FROM A FENCE.
 PR0961'
 PR0961'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED COLMAN 1949 NO. 3
 PR0961'1984 SET INTO THE TOP OF A ROUND CONCRETE 10 INCHES (25 CM) IN
 PR0961'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 14.8
 PR0961'METERS (48.6 FT) EAST FROM THE CENTER OF THE OLD HIGHWAY, 10.75 METERS
 PR0961'(35.27 FT) NORTH FROM A WITNESS POST, 10.5 METER (34.4 FT) SOUTH FROM
 PR0961'THE SOUTH GATE POST OF FIELD ENTRANCE AND 0.4 METER (1.3 FT) WEST FROM
 PR0961'A FENCE.
 PR0961'
 PR0961'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED COLMAN 1949 SET INTO
 PR0961'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PR0961'RECESSED 6 INCHES (15 CM) BELOW THE GROUND.  IT IS ABOUT 0.5 M
 PR0961'(1.6 FT) LOWER THAN THE SURFACE OF THE GRAVELED ROAD.  LOCATED 11.3
 PR0961'METER (37.1 FT) EAST FROM THE CENTER OF OLD HIGHWAY 77, 5.5 METER
 PR0961'(18.0 FT) NORTH FROM THE CENTER OF THE GRAVELED ROAD AND 0.3 METER
 PR0961'(1.0 FT) SOUTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0885 ***********************************************************************
 OR0885  DESIGNATION -  COLOGNE
 OR0885  PID         -  OR0885
 OR0885  STATE/COUNTY-  SD/GREGORY
 OR0885  COUNTRY     -  US
 OR0885  USGS QUAD   -  LUCAS (2017)
 OR0885
 OR0885                         *CURRENT SURVEY CONTROL
 OR0885  ______________________________________________________________________
 OR0885* NAD 83(1996) POSITION- 43 20 41.13763(N) 099 08 31.77712(W)   ADJUSTED
 OR0885* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 OR0885  ______________________________________________________________________
 OR0885  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 OR0885  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 OR0885  HORZ ORDER      -  SECOND
 OR0885
 OR0885.The horizontal coordinates were established by classical geodetic methods
 OR0885.and adjusted by the National Geodetic Survey in January 1998.
 OR0885
 OR0885.The orthometric height was scaled from a topographic map.
 OR0885
 OR0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0885.GEOID18 height accuracy estimate available here.
 OR0885
 OR0885.Click photographs - Photos may exist for this station.
 OR0885
 OR0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0885
 OR0885. The following values were computed from the NAD 83(1996) position.
 OR0885
 OR0885;                    North         East     Units Scale Factor Converg.
 OR0885;SPC SD S     -   113,052.858   696,573.377   MT  0.99991822   +0 49 18.2
 OR0885;SPC SD S     -   370,907.58  2,285,341.15   sFT  0.99991822   +0 49 18.2
 OR0885;UTM  14      - 4,799,110.827   488,477.741   MT  0.99960163   -0 05 51.3
 OR0885
 OR0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0885!SPC SD S     -   0.99990433  x   0.99991822  =   0.99982256
 OR0885!UTM  14      -   0.99990433  x   0.99960163  =   0.99950600
 OR0885
 OR0885:                Primary Azimuth Mark                     Grid Az
 OR0885:SPC SD S     -  BOLAND                                   060 59 47.0
 OR0885:UTM  14      -  BOLAND                                   061 54 56.5
 OR0885
 OR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8847799110(NAD 83)
 OR0885
 OR0885|---------------------------------------------------------------------|
 OR0885| PID    Reference Object                     Distance      Geod. Az  |
 OR0885|                                                           dddmmss.s |
 OR0885| OR0883 BOLAND                              APPROX.10.7 KM 0614905.2 |
 OR0885|---------------------------------------------------------------------|
 OR0885
 OR0885                          SUPERSEDED SURVEY CONTROL
 OR0885
 OR0885  NAD 83(1995)-  43 20 41.13752(N)    099 08 31.77896(W) AD(       ) 2
 OR0885  NAD 83(1986)-  43 20 41.14177(N)    099 08 31.78569(W) AD(       ) 2
 OR0885  NAD 27      -  43 20 41.14300(N)    099 08 30.44700(W) AD(       ) 2
 OR0885  MORC        -  43 20 38.83000(N)    099 08 30.92000(W) AD(       ) 3
 OR0885
 OR0885.Superseded values are not recommended for survey control.
 OR0885
 OR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0885.See file dsdata.pdf to determine how the superseded data were derived.
 OR0885
 OR0885_MARKER: Z = SEE DESCRIPTION
 OR0885_SETTING: 0 = UNSPECIFIED SETTING
 OR0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0885
 OR0885  HISTORY     - Date     Condition        Report By
 OR0885  HISTORY     - 1889     MONUMENTED       MORC
 OR0885  HISTORY     - 1945     MARK NOT FOUND   CGS
 OR0885
 OR0885                          STATION DESCRIPTION
 OR0885
 OR0885'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0885'COLOGNE IS ON RIGHT BANK, ON A PROMINENT MOUND 200 FEET IN
 OR0885'DIAMETER AND 25 FEET HIGH, 2-1/2 MILES FROM RIVER.  THE MOUND
 OR0885'IS AT THE HEAD OF RAVINE AND NEAR EDGE OF A LARGE PLATEAU.
 OR0885'MR. COLOGNE LIVES 5 MILES NORTH OF STATION.
 OR0885
 OR0885                          STATION RECOVERY (1945)
 OR0885
 OR0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 OR0885'AT STATION MULLEN, WHICH IS ON THE HIGHEST POINT OF THE HILL
 OR0885'AND THE PROBABLE POSITION OF COLOGNE (MO.R.C.), NO EVIDENCE
 OR0885'COULD BE FOUND OF THE MO.R.C. MARK.  LOCAL INFORMATION FROM
 OR0885'A 35-YEAR KNOWLEDGE OF THE HILL STATES OUR MARK TO BE THE
 OR0885'ONLY MARK EVER SEEN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0911 ***********************************************************************
 OR0911  DESIGNATION -  COLOME
 OR0911  PID         -  OR0911
 OR0911  STATE/COUNTY-  SD/TRIPP
 OR0911  COUNTRY     -  US
 OR0911  USGS QUAD   -  COLOME (2017)
 OR0911
 OR0911                         *CURRENT SURVEY CONTROL
 OR0911  ______________________________________________________________________
 OR0911* NAD 83(1996) POSITION- 43 15 38.54385(N) 099 42 21.29118(W)   ADJUSTED
 OR0911* NAVD 88 ORTHO HEIGHT -   715.986 (meters)     2349.03  (feet) ADJUSTED
 OR0911  ______________________________________________________________________
 OR0911  GEOID HEIGHT    -        -25.235 (meters)                     GEOID18
 OR0911  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC18
 OR0911  DYNAMIC HEIGHT  -        715.718 (meters)     2348.15  (feet) COMP
 OR0911  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 OR0911
 OR0911  HORZ ORDER      -  FIRST
 OR0911  VERT ORDER      -  FIRST     CLASS II
 OR0911
 OR0911.The horizontal coordinates were established by classical geodetic methods
 OR0911.and adjusted by the National Geodetic Survey in January 1998.
 OR0911
 OR0911.The orthometric height was determined by differential leveling and
 OR0911.adjusted by the NATIONAL GEODETIC SURVEY
 OR0911.in June 1994.
 OR0911
 OR0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0911.GEOID18 height accuracy estimate available here.
 OR0911
 OR0911.Click photographs - Photos may exist for this station.
 OR0911
 OR0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0911
 OR0911.The dynamic height is computed by dividing the NAVD 88
 OR0911.geopotential number by the normal gravity value computed on the
 OR0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0911.degrees latitude (g = 980.6199 gals.).
 OR0911
 OR0911.The modeled gravity was interpolated from observed gravity values.
 OR0911
 OR0911. The following values were computed from the NAD 83(1996) position.
 OR0911
 OR0911;                    North         East     Units Scale Factor Converg.
 OR0911;SPC SD S     -   103,215.188   650,939.289   MT  0.99992625   +0 25 58.2
 OR0911;SPC SD S     -   338,631.83  2,135,623.32   sFT  0.99992625   +0 25 58.2
 OR0911;UTM  14      - 4,790,008.373   442,705.867   MT  0.99964038   -0 29 01.6
 OR0911
 OR0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0911!SPC SD S     -   0.99989169  x   0.99992625  =   0.99981795
 OR0911!UTM  14      -   0.99989169  x   0.99964038  =   0.99953211
 OR0911
 OR0911:                Primary Azimuth Mark                     Grid Az
 OR0911:SPC SD S     -  DALLAS MUNICIPAL TANK                    100 24 59.1
 OR0911:UTM  14      -  DALLAS MUNICIPAL TANK                    101 19 58.9
 OR0911
 OR0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4270590008(NAD 83)
 OR0911
 OR0911|---------------------------------------------------------------------|
 OR0911| PID    Reference Object                     Distance      Geod. Az  |
 OR0911|                                                           dddmmss.s |
 OR0911| OR1216 COLOME RM 1                          42.672 METERS 04319     |
 OR0911| OR0899 GREGORY MUNICIPAL RES OR TANK       APPROX.22.1 KM 0955415.1 |
 OR0911| OR0913 DALLAS MUNICIPAL TANK               APPROX.15.6 KM 1005057.3 |
 OR0911| TZ5026 COLOME RM 2                          33.943 METERS 11746     |
 OR0911| OR0909 COLOME MUNICIPAL TANK               APPROX. 1.2 KM 2690137.2 |
 OR0911|---------------------------------------------------------------------|
 OR0911
 OR0911                          SUPERSEDED SURVEY CONTROL
 OR0911
 OR0911  NAD 83(1995)-  43 15 38.54309(N)    099 42 21.29309(W) AD(       ) 1
 OR0911  NAD 83(1986)-  43 15 38.55132(N)    099 42 21.30051(W) AD(       ) 1
 OR0911  NAD 27      -  43 15 38.54800(N)    099 42 19.89400(W) AD(       ) 1
 OR0911
 OR0911.Superseded values are not recommended for survey control.
 OR0911
 OR0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0911.See file dsdata.pdf to determine how the superseded data were derived.
 OR0911
 OR0911_MARKER: DS = TRIANGULATION STATION DISK
 OR0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0911_STAMPING: COLOME 1936
 OR0911_MARK LOGO: CGS
 OR0911_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0911+STABILITY: SURFACE MOTION
 OR0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0911+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR0911
 OR0911  HISTORY     - Date     Condition        Report By
 OR0911  HISTORY     - 1936     MONUMENTED       CGS
 OR0911  HISTORY     - 1936     GOOD             CGS
 OR0911  HISTORY     - 19930919 GOOD             NGS
 OR0911
 OR0911                          STATION DESCRIPTION
 OR0911
 OR0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0911'STATION IS ON THE PROPERTY OF MR. HERMAN, 0.3 MILE EAST OF THE
 OR0911'TOWN OF COLOME, S. DAK., 1/4 MILE EAST BY SOUTH OF THE RAILROAD
 OR0911'STATION IN COLOME, AND 0.2 MILE NORTH OF RAILROAD TRACKS.
 OR0911'
 OR0911'TO REACH FROM COLOME, TAKE U.S. HIGHWAYS 83 AND 18 SOUTH FOR
 OR0911'0.35 MILE FROM POINT WHERE THESE HIGHWAYS TURN SOUTH AT EAST
 OR0911'EDGE OF TOWN (JUST SOUTH OF RAILROAD STATION), TURN LEFT (EAST)
 OR0911'FOR 0.1 MILE TO TRAIL LEFT OPPOSITE RED BARN, TURN LEFT (NORTH)
 OR0911'THROUGH TWO GATES AND ACROSS RAILROAD TRACKS FOR 0.6 MILE TO TOP
 OR0911'OF KNOLL AND STATION.  STATION IS 98.5 FEET WEST OF THE
 OR0911'NORTH-SOUTH FENCE LINE, AND 20 PACES NORTH OF THE EXTENSION OF
 OR0911'CENTERLINE OF THE STREET LEADING TO WATER TANK IN COLOME.
 OR0911'
 OR0911'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 1 FOOT WEST
 OR0911'OF FENCE LINE ON NORTHEAST SLOPE OF KNOLL, AND PROJECTS 4
 OR0911'INCHES.
 OR0911'
 OR0911'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF STATION, 1 FOOT
 OR0911'WEST OF FENCE LINE ON EAST SLOPE, PROJECTS 4 INCHES, AND IS
 OR0911'153.72 FEET SOUTH OF REFERENCE MARK NO. 1, GROUND MEASUREMENT.
 OR0911'
 OR0911'WATER TANKS AT DALLAS AND COLOME CAN BE USED FOR THE AZIMUTH
 OR0911'AT THIS STATION.  BOTH CAN BE SEEN FROM THE GROUND.  MARK IS
 OR0911'THE FINIAL ON EACH.
 OR0911'
 OR0911'ALL LIGHTS VISIBLE FROM A 64-FOOT TOWER.
 OR0911'
 OR0911'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0911'DISKS SET AS DESCRIBED.
 OR0911'
 OR0911'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 OR0911
 OR0911                          STATION RECOVERY (1936)
 OR0911
 OR0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 OR0911'RECOVERED IN GOOD CONDITION.
 OR0911
 OR0911                          STATION RECOVERY (1993)
 OR0911
 OR0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0911'0.1 KM (0.05 MI) NORTH ALONG A PAVED ROAD FROM THE JUNCTION OF U.S.
 OR0911'HIGHWAYS 18 AND 183 IN COLOME, THENCE 0.5 KM (0.30 MI) EASTERLY
 OR0911'ACROSS A FIELD, ON THE HIGHEST POINT OF A KNOLL, 42.7 M (140.1 FT)
 OR0911'SOUTHWEST OF REFERENCE MARK 1, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 OR0911'AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OR0911'NOTE--THE MONUMENT HAS BEEN HIT AND CHIPPED, BUT IT IS SOLID IN
 OR0911'PLACE.  THE MONUMENT IS ON PROPERTY OWNED BY DALE EVANS, RR1, BOX
 OR0911'124, COLOME, SD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0910 ***********************************************************************
 OR0910  DESIGNATION -  COLOME CHURCH CUPOLA
 OR0910  PID         -  OR0910
 OR0910  STATE/COUNTY-  SD/TRIPP
 OR0910  COUNTRY     -  US
 OR0910  USGS QUAD   -  COLOME (2017)
 OR0910
 OR0910                         *CURRENT SURVEY CONTROL
 OR0910  ______________________________________________________________________
 OR0910* NAD 83(1996) POSITION- 43 15 36.82485(N) 099 43 06.45116(W)   ADJUSTED
 OR0910  ______________________________________________________________________
 OR0910  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 OR0910  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 OR0910  HORZ ORDER      -  THIRD
 OR0910
 OR0910.The horizontal coordinates were established by classical geodetic methods
 OR0910.and adjusted by the National Geodetic Survey in January 1998.
 OR0910
 OR0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0910.GEOID18 height accuracy estimate available here.
 OR0910
 OR0910.Click photographs - Photos may exist for this station.
 OR0910
 OR0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0910
 OR0910. The following values were computed from the NAD 83(1996) position.
 OR0910
 OR0910;                    North         East     Units Scale Factor Converg.
 OR0910;SPC SD S     -   103,154.528   649,921.234   MT  0.99992630   +0 25 27.0
 OR0910;SPC SD S     -   338,432.81  2,132,283.25   sFT  0.99992630   +0 25 27.0
 OR0910;UTM  14      - 4,789,964.018   441,687.263   MT  0.99964183   -0 29 32.6
 OR0910
 OR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4168789964(NAD 83)
 OR0910
 OR0910                          SUPERSEDED SURVEY CONTROL
 OR0910
 OR0910  NAD 83(1995)-  43 15 36.82412(N)    099 43 06.45174(W) AD(       ) 3
 OR0910  NAD 83(1986)-  43 15 36.83315(N)    099 43 06.45914(W) AD(       ) 3
 OR0910  NAD 27      -  43 15 36.83000(N)    099 43 05.05000(W) AD(       ) 3
 OR0910
 OR0910.Superseded values are not recommended for survey control.
 OR0910
 OR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0910.See file dsdata.pdf to determine how the superseded data were derived.
 OR0910
 OR0910_MARKER: 90 = CHURCH SPIRE
 OR0910
 OR0910  HISTORY     - Date     Condition        Report By
 OR0910  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0910  HISTORY     - 1936     GOOD             CGS
 OR0910
 OR0910                          STATION DESCRIPTION
 OR0910
 OR0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0910'ST. ISADOR CATHOLIC CHURCH, LOCATED 3 BLOCKS WEST OF MAIN
 OR0910'STREET OF COLOME.  WHITE FRAME BUILDING, WITH SPIRE.  OBSERVED UPON
 OR0910'TIP OF SPIRE.
 OR0910'
 OR0910'OBSERVED ONLY FROM TRIANGULATION STATION DALLAS.
 OR0910
 OR0910                          STATION RECOVERY (1936)
 OR0910
 OR0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0910'POINT OBSERVED UPON WAS BASE OF CROSS, AT CENTER OF CUPOLA.
 OR0910'
 OR0910'CUPOLA IS ON A CHURCH IN COLOME.  THE CHURCH IS WHITE AND IS
 OR0910'ABOUT 50 FEET HIGH.  THE CUPOLA IS WHITE HAS A BLACK ROOF AND DARK
 OR0910'CROSS AND IS THE ONLY CUPOLA IN COLOME, AND OTHER THAN THE
 OR0910'MUNICIPAL TANK, IS THE MOST PROMINENT OBJECT IN TOWN.
 OR0910'
 OR0910'POINT WAS OBSERVED FROM THOMAS AND FARRAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0909 ***********************************************************************
 OR0909  DESIGNATION -  COLOME MUNICIPAL TANK
 OR0909  PID         -  OR0909
 OR0909  STATE/COUNTY-  SD/TRIPP
 OR0909  COUNTRY     -  US
 OR0909  USGS QUAD   -  COLOME (2017)
 OR0909
 OR0909                         *CURRENT SURVEY CONTROL
 OR0909  ______________________________________________________________________
 OR0909* NAD 83(1996) POSITION- 43 15 37.85740(N) 099 43 16.29778(W)   ADJUSTED
 OR0909  ______________________________________________________________________
 OR0909  GEOID HEIGHT    -        -25.202 (meters)                     GEOID18
 OR0909  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 OR0909  HORZ ORDER      -  THIRD
 OR0909
 OR0909.The horizontal coordinates were established by classical geodetic methods
 OR0909.and adjusted by the National Geodetic Survey in January 1998.
 OR0909
 OR0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0909.GEOID18 height accuracy estimate available here.
 OR0909
 OR0909.Click photographs - Photos may exist for this station.
 OR0909
 OR0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0909
 OR0909. The following values were computed from the NAD 83(1996) position.
 OR0909
 OR0909;                    North         East     Units Scale Factor Converg.
 OR0909;SPC SD S     -   103,184.749   649,698.937   MT  0.99992627   +0 25 20.2
 OR0909;SPC SD S     -   338,531.96  2,131,553.93   sFT  0.99992627   +0 25 20.2
 OR0909;UTM  14      - 4,789,997.782   441,465.541   MT  0.99964215   -0 29 39.3
 OR0909
 OR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4146589997(NAD 83)
 OR0909
 OR0909                          SUPERSEDED SURVEY CONTROL
 OR0909
 OR0909  NAD 83(1995)-  43 15 37.85663(N)    099 43 16.29879(W) AD(       ) 3
 OR0909  NAD 83(1986)-  43 15 37.86565(N)    099 43 16.30613(W) AD(       ) 3
 OR0909  NAD 27      -  43 15 37.86400(N)    099 43 14.90000(W) AD(       ) 3
 OR0909
 OR0909.Superseded values are not recommended for survey control.
 OR0909
 OR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0909.See file dsdata.pdf to determine how the superseded data were derived.
 OR0909
 OR0909_MARKER: 53 = ELEVATED TANK
 OR0909
 OR0909  HISTORY     - Date     Condition        Report By
 OR0909  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0909  HISTORY     - 1936     GOOD             CGS
 OR0909
 OR0909                          STATION DESCRIPTION
 OR0909
 OR0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0909'MUNICIPAL WATER TANK OF TOWN OF COLOME.  LOCATED 4 BLOCKS WEST
 OR0909'OF MAIN STREET, ON BLUFF.  STEEL TANK WITH FINIAL, ABOUT 50
 OR0909'FEET HIGH.  OBSERVED UPON FINIAL.  OBSERVED ONLY FROM TRIANGULATION
 OR0909'STATION DALLAS.
 OR0909
 OR0909                          STATION RECOVERY (1936)
 OR0909
 OR0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0909'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL WATER
 OR0909'TANK OF COLOME, SOUTH DAKOTA, LOCATED AT THE SOUTHWEST EDGE
 OR0909'OF TOWN, APPROXIMATELY 75 FEET HIGH.
 OR0909'
 OR0909'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 OR0909'HEATH, FARRAN, COLOME, THOMAS, MOCCASIN, AND WINNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1216 ***********************************************************************
 OR1216  DESIGNATION -  COLOME RM 1
 OR1216  PID         -  OR1216
 OR1216  STATE/COUNTY-  SD/TRIPP
 OR1216  COUNTRY     -  US
 OR1216  USGS QUAD   -  COLOME (2017)
 OR1216
 OR1216                         *CURRENT SURVEY CONTROL
 OR1216  ______________________________________________________________________
 OR1216* NAD 83(1986) POSITION- 43 15 39.55   (N) 099 42 19.99   (W)   HD_HELD1
 OR1216* NAVD 88 ORTHO HEIGHT -   711.453 (meters)     2334.16  (feet) ADJUSTED
 OR1216  ______________________________________________________________________
 OR1216  GEOID HEIGHT    -        -25.237 (meters)                     GEOID18
 OR1216  DYNAMIC HEIGHT  -        711.187 (meters)     2333.29  (feet) COMP
 OR1216  MODELED GRAVITY -    980,223.2   (mgal)                       NAVD 88
 OR1216
 OR1216  VERT ORDER      -  FIRST     CLASS II
 OR1216
 OR1216.The horizontal coordinates were determined by differentially corrected
 OR1216.hand held GPS observations or other comparable positioning techniques
 OR1216.and have an estimated accuracy of +/- 3 meters.
 OR1216
 OR1216.The orthometric height was determined by differential leveling and
 OR1216.adjusted by the NATIONAL GEODETIC SURVEY
 OR1216.in June 1994.
 OR1216
 OR1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1216.GEOID18 height accuracy estimate available here.
 OR1216
 OR1216.Click photographs - Photos may exist for this station.
 OR1216
 OR1216.The dynamic height is computed by dividing the NAVD 88
 OR1216.geopotential number by the normal gravity value computed on the
 OR1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1216.degrees latitude (g = 980.6199 gals.).
 OR1216
 OR1216.The modeled gravity was interpolated from observed gravity values.
 OR1216
 OR1216;                    North         East    Units  Estimated Accuracy
 OR1216;SPC SD S     -   103,246.5     650,968.4     MT  (+/- 3 meters HH1 GPS) 
 OR1216
 OR1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4273590039(NAD 83)
 OR1216
 OR1216                          SUPERSEDED SURVEY CONTROL
 OR1216
 OR1216.No superseded survey control is available for this station.
 OR1216
 OR1216_MARKER: DR = REFERENCE MARK DISK
 OR1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1216_STAMPING: COLOME NO 1 1936
 OR1216_MARK LOGO: CGS
 OR1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1216+STABILITY: SURFACE MOTION
 OR1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1216+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1216
 OR1216  HISTORY     - Date     Condition        Report By
 OR1216  HISTORY     - 1936     MONUMENTED       CGS
 OR1216  HISTORY     - 19930919 GOOD             NGS
 OR1216
 OR1216                          STATION DESCRIPTION
 OR1216
 OR1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1216'0.1 KM (0.05 MI) NORTH ALONG A PAVED ROAD FROM THE JUNCTION OF U.S.
 OR1216'HIGHWAYS 18 AND 183 IN COLOME, THENCE 0.5 KM (0.30 MI) EASTERLY
 OR1216'ACROSS A FIELD, ON THE HIGHEST POINT OF A KNOLL, 42.7 M (140.1 FT)
 OR1216'NORTHEAST OF TRIANGULATION STATION COLOME, 5.0 M (16.4 FT) SOUTHWEST
 OR1216'OF A CULTIVATED FIELD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 OR1216'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 OR1216'MONUMENT HAS BEEN HIT AND CHIPPED, BUT IT IS SOLID IN PLACE.  THE
 OR1216'MONUMENT IS ON PROPERTY OWNED BY DALE EVANS, RR1, BOX 124, COLOME,
 OR1216'SD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0738 ***********************************************************************
 PS0738  DESIGNATION -  COLONE
 PS0738  PID         -  PS0738
 PS0738  STATE/COUNTY-  SD/SULLY
 PS0738  COUNTRY     -  US
 PS0738  USGS QUAD   -  BLUNT NE (2017)
 PS0738
 PS0738                         *CURRENT SURVEY CONTROL
 PS0738  ______________________________________________________________________
 PS0738* NAD 83(1996) POSITION- 44 39 51.39861(N) 099 48 44.79327(W)   ADJUSTED
 PS0738* NAVD 88 ORTHO HEIGHT -   531.    (meters)     1742.    (feet) SCALED
 PS0738  ______________________________________________________________________
 PS0738  GEOID HEIGHT    -        -23.215 (meters)                     GEOID18
 PS0738  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 PS0738  HORZ ORDER      -  THIRD
 PS0738
 PS0738.The horizontal coordinates were established by classical geodetic methods
 PS0738.and adjusted by the National Geodetic Survey in January 1998.
 PS0738
 PS0738.The orthometric height was scaled from a topographic map.
 PS0738
 PS0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0738.GEOID18 height accuracy estimate available here.
 PS0738
 PS0738.Click photographs - Photos may exist for this station.
 PS0738
 PS0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0738
 PS0738. The following values were computed from the NAD 83(1996) position.
 PS0738
 PS0738;                    North         East     Units Scale Factor Converg.
 PS0738;SPC SD N     -    92,353.480   614,873.832   MT  0.99996178   +0 07 57.9
 PS0738;SPC SD N     -   302,996.38  2,017,298.56   sFT  0.99996178   +0 07 57.9
 PS0738;UTM  14      - 4,945,977.974   435,594.239   MT  0.99965101   -0 34 16.1
 PS0738
 PS0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0738!SPC SD N     -   0.99992033  x   0.99996178  =   0.99988211
 PS0738!UTM  14      -   0.99992033  x   0.99965101  =   0.99957137
 PS0738
 PS0738:                Primary Azimuth Mark                     Grid Az
 PS0738:SPC SD N     -  COLONE AZ MK                             271 40 42.1
 PS0738:UTM  14      -  COLONE AZ MK                             272 22 56.1
 PS0738
 PS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3559445977(NAD 83)
 PS0738
 PS0738|---------------------------------------------------------------------|
 PS0738| PID    Reference Object                     Distance      Geod. Az  |
 PS0738|                                                           dddmmss.s |
 PS0738| CO5422 COLONE RM 1                          13.790 METERS 08355     |
 PS0738| CO5423 COLONE RM 2                          14.706 METERS 23105     |
 PS0738| AH8580 COLONE AZ MK                                       2714840.0 |
 PS0738|---------------------------------------------------------------------|
 PS0738
 PS0738                          SUPERSEDED SURVEY CONTROL
 PS0738
 PS0738  NAD 83(1986)-  44 39 51.39438(N)    099 48 44.79933(W) AD(       ) 3
 PS0738  NAD 27      -  44 39 51.44900(N)    099 48 43.36200(W) AD(       ) 3
 PS0738
 PS0738.Superseded values are not recommended for survey control.
 PS0738
 PS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0738.See file dsdata.pdf to determine how the superseded data were derived.
 PS0738
 PS0738_MARKER: DS = TRIANGULATION STATION DISK
 PS0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0738_STAMPING: COLONE 1951
 PS0738_MARK LOGO: CGS
 PS0738_PROJECTION: FLUSH
 PS0738_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0738+STABILITY: SURFACE MOTION
 PS0738
 PS0738  HISTORY     - Date     Condition        Report By
 PS0738  HISTORY     - 1951     MONUMENTED       CGS
 PS0738  HISTORY     - 19840203 GOOD             NGS
 PS0738
 PS0738                          STATION DESCRIPTION
 PS0738
 PS0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0738'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF THE SMALL VILLAGE
 PS0738'OF BLUNT AND ABOUT 5 MILES WEST AND 12 MILES NORTH OF THE SMALL
 PS0738'VILLAGE OF HARROLD, ON THE SOUTH SIDE OF SECTION ROAD.  IT IS 42 FEET
 PS0738'SOUTH OF THE CENTERLINE OF A DIRT ROAD AND 12 FEET EAST OF A ROCK
 PS0738'PILE.  IT IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED COLONE
 PS0738'1951.
 PS0738'
 PS0738'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE CENTERLINE OF A DIRT
 PS0738'ROAD.  IT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COLONE NO 1
 PS0738'1951.
 PS0738'
 PS0738'REFERENCE MARK NO. 2 IS 73 FEET SOUTH OF THE CENTERLINE OF A DIRT
 PS0738'ROAD.  IT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COLONE NO 2
 PS0738'1951.
 PS0738'
 PS0738'AZIMUTH MARK IS 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 16 FEET
 PS0738'EAST OF A DRIVE WAY INTO FIELD AND 1 FOOT SOUTH OF A FENCELINE.  IT
 PS0738'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COLONE 1951.
 PS0738'
 PS0738'TO REACH FROM THE POST OFFICE IN HARROLD, GO NORTH 0.3 MILE TO ITS
 PS0738'JUNCTION WITH U.S. HIGHWAY 14.  TURN LEFT (WEST) AND FOLLOW HIGHWAY
 PS0738'FOR 6.25 MILES TO A CROSS ROADS.  TURN RIGHT (NORTH) AND FOLLOW THE
 PS0738'MAIN TRAVEL ROAD FOR 1.5 MILES.  TURN RIGHT (EAST) AND GO 0.4 MILE.
 PS0738'TURN LEFT (NORTH) AND FOLLOW MAIN TRAVELED ROAD FOR 8.15 MILES.  TURN
 PS0738'RIGHT (EAST) AND GO 2.8 MILES TO AZIMUTH MARK ON NORTH SIDE OF ROAD AS
 PS0738'DESCRIBED.  CONTINUE EAST FOR 0.25 MILE TO STATION ON SOUTH SIDE OF
 PS0738'ROAD AS DESCRIBED.
 PS0738'
 PS0738'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PS0738
 PS0738                          STATION RECOVERY (1984)
 PS0738
 PS0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0738'THE STATION, REFERENCE MARKS, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 PS0738'CONDITION.  BOTH REFERENCE MARKS HAV BEEN HIT AND THE CONCRETE
 PS0738'CHIPPED, BUT ARE BOUTH VERY STABLE.  A DIFFERENCE IN DIRECTION AND
 PS0738'DISTANCE TO REFERENCE MARK 1 WAS NOTED TO BE ABOUT 4 MINUTES AN 0.023
 PS0738'M, (0.075 FT) RESPECTIVELY.  A DIFFERENCE IN DIRECTION AND DISTANCE TO
 PS0738'REFERENCE MARK 2 WAS NOTED TO BE ABOUT 3 MINUTES AND 0.021 M,
 PS0738'(0.069 FT) RESPECTIVELY.  AN EXTENSIVE SEARCH WAS MADE BEFORE THE
 PS0738'AZIMUTH MARK WAS RECOVERED.  IT IS 0.9 KM (0.55 MI) WEST OF THE
 PS0738'STATION, RATHER THAN 0.25 MI, (0.40 KM) AS THE 1951 DESCRIPTIVE TEXT
 PS0738'STATES.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PS0738'
 PS0738'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) NORTHEAST OF BLUNT, 21
 PS0738'KM (13.05 MI) NORTH-NORTHHWEST OF HARROLD, ALONG THE SOUTH SIDE OF A
 PS0738'GRAVELED ROAD, IN A GASSY AREA SURROUNDED BY CULTIVATED FIELDS.
 PS0738'
 PS0738'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND HIGHWAY
 PS0738'14 IN BLUNT, GO NORTHEAST ON HIGHWAY 14 FOR 3.5 KM (2.15 MI) TO A
 PS0738'CROSSROAD.  TURN LEFT AND FOLLOW GRAVELED ROAD 2.3 KM (1.40 MI)
 PS0738'NORTH, 0.6 KM (0.35 MI) EAST, AND 8.0 KM (4.95 MI) NORTH TO A STOP
 PS0738'SIGN AND CROSSROAD.  CONTINUE NORTH ON GRAVELED ROAD FOR 4.8 KM
 PS0738'(3.00 MI) TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 PS0738'GRAVELED ROAD FOR 9.1 KM (5.65 MI) TO THE AZIMUTH MARK ON THE LEFT.
 PS0738'CONTINUE EAST ON GRAVELED ROAD FOR 0.6 KM (0.35 MI) TO A CROSSROAD AND
 PS0738'BLM MARK ON THE LEFT. CONTINUE EAST ON GRAVELED ROAD FOR 0.4 KM
 PS0738'(0.25 MI) TO THE STATION ON THE RIGHT.
 PS0738'
 PS0738'THE STATION IS A STANDARD CGS DISK STAMPED COLONE 1951 SET INTO THE
 PS0738'TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20 CM) IN DIAMETER 2
 PS0738'INCHES (5 CM) ABOVE THE GROUND.  LOCATED 13.1 METERS (43.0 FT) SOUTH
 PS0738'FROM THE CENTER OF A GRAVELED ROAD.  6.1 METERS (20.0 FT)
 PS0738'WEST-SOUTHWEST FROM THE SOUTHWEST EDGE OF A LONE 1 METER (3.3 FT)
 PS0738'BOULDER.  0.3 METER (1.0 FT) NORTH FROM A WITNESS POST.
 PS0738'
 PS0738'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED COLONE NO 1 1951
 PS0738'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20 CM) IN
 PS0738'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 11.9
 PS0738'METERS (39.0 FT) SOUTH FROM THE CENTER OF THE ROAD.  7.2 METERS
 PS0738'(23.6 FT) EAST FROM THE EAST EDGE OF THE LONE BOULDER.  0.3 METER
 PS0738'(1.0 FT) WEST FROM A WITNESS POST, AND 0.2 FEET (6.1 CM) 0.06 METERS
 PS0738'(0.20 FT) LOWER THAN THE STATION.
 PS0738'
 PS0738'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED COLONE NO 2 1951
 PS0738'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20 CM) IN
 PS0738'DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE GROUND.  LOCATED 22.6
 PS0738'METERS (74.1 FT) SOUTH FROM THE CENTER OF THE ROAD.  11.3 METERS
 PS0738'(37.1 FT) EAST FROM THE EAST EDGE OF A CULTIVATED FIELD.  0.3 METER
 PS0738'(1.0 FT) EAST FROM A WITNESS POST, AND 1.8 FEET (0.5 M) 0.54 METER
 PS0738'(1.77 FT) LOWER THAN THE STATION.
 PS0738'
 PS0738'AZIMUTH MARK NO. 1 IS A CGS DISK STAMPED COLONE 1951 SET INTO THE TOP
 PS0738'OF A SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH
 PS0738'THE GROUND.  LOCATED 11.6 METERS (38.1 FT) NORTH FROM THE CENTER OF
 PS0738'THE GRAVELED ROAD.  8.7 METERS (28.5 FT) EAST FROM A POWER POLE.  4.9
 PS0738'METER (16.1 FT) EAST FROM THE CENTER OF AN APPROACH TO FIELD.  0.3
 PS0738'METER (1.0 FT) NORTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0842 ***********************************************************************
 OQ0842  DESIGNATION -  COLTON
 OQ0842  PID         -  OQ0842
 OQ0842  STATE/COUNTY-  SD/MINNEHAHA
 OQ0842  COUNTRY     -  US
 OQ0842  USGS QUAD   -  COLTON SE (2017)
 OQ0842
 OQ0842                         *CURRENT SURVEY CONTROL
 OQ0842  ______________________________________________________________________
 OQ0842* NAD 83(1996) POSITION- 43 47 26.94465(N) 096 48 44.83852(W)   ADJUSTED
 OQ0842* NAVD 88 ORTHO HEIGHT -   505.    (meters)     1657.    (feet) SCALED
 OQ0842  ______________________________________________________________________
 OQ0842  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 OQ0842  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 OQ0842  HORZ ORDER      -  FIRST
 OQ0842
 OQ0842.The horizontal coordinates were established by classical geodetic methods
 OQ0842.and adjusted by the National Geodetic Survey in January 1998.
 OQ0842
 OQ0842.The orthometric height was scaled from a topographic map.
 OQ0842
 OQ0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0842.GEOID18 height accuracy estimate available here.
 OQ0842
 OQ0842.Click photographs - Photos may exist for this station.
 OQ0842
 OQ0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0842
 OQ0842. The following values were computed from the NAD 83(1996) position.
 OQ0842
 OQ0842;                    North         East     Units Scale Factor Converg.
 OQ0842;SPC SD S     -   167,919.771   883,276.535   MT  0.99991139   +2 25 44.0
 OQ0842;SPC SD S     -   550,916.78  2,897,883.10   sFT  0.99991139   +2 25 44.0
 OQ0842;UTM  14      - 4,850,965.571   676,001.354   MT  0.99998101   +1 30 51.2
 OQ0842
 OQ0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0842!SPC SD S     -   0.99992485  x   0.99991139  =   0.99983625
 OQ0842!UTM  14      -   0.99992485  x   0.99998101  =   0.99990586
 OQ0842
 OQ0842:                Primary Azimuth Mark                     Grid Az
 OQ0842:SPC SD S     -  COLTON AZ MK 2                           358 11 43.7
 OQ0842:UTM  14      -  COLTON AZ MK 2                           359 06 36.5
 OQ0842
 OQ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7600150965(NAD 83)
 OQ0842
 OQ0842|---------------------------------------------------------------------|
 OQ0842| PID    Reference Object                     Distance      Geod. Az  |
 OQ0842|                                                           dddmmss.s |
 OQ0842| CO2904 COLTON AZ MK 2                                     0003727.7 |
 OQ0842| CO2905 COLTON RM 1 AZIMUTH                 APPROX. 0.6 KM 0080019.3 |
 OQ0842| OQ0762 DELL RAPIDS ODD FELLOWS CHIM        APPROX. 8.7 KM 0603124.2 |
 OQ0842| CO2906 COLTON RM 2                          91.605 METERS 09148     |
 OQ0842| OQ0843 WILLOW CREEK LUTH CH SPIRE           92.413 METERS 11821     |
 OQ0842| CO2907 COLTON RM 3                          30.532 METERS 17025     |
 OQ0842| CO2908 COLTON RM 4                          24.055 METERS 32049     |
 OQ0842|---------------------------------------------------------------------|
 OQ0842
 OQ0842                          SUPERSEDED SURVEY CONTROL
 OQ0842
 OQ0842  NAD 83(1986)-  43 47 26.94877(N)    096 48 44.81698(W) AD(       ) 1
 OQ0842  NAD 27      -  43 47 27.04000(N)    096 48 43.63100(W) AD(       ) 1
 OQ0842
 OQ0842.Superseded values are not recommended for survey control.
 OQ0842
 OQ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0842.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0842
 OQ0842_MARKER: DS = TRIANGULATION STATION DISK
 OQ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0842_STAMPING: COLTON 1927
 OQ0842_MARK LOGO: CGS
 OQ0842_PROJECTION: RECESSED 36 CENTIMETERS
 OQ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0842+STABILITY: SURFACE MOTION
 OQ0842
 OQ0842  HISTORY     - Date     Condition        Report By
 OQ0842  HISTORY     - 1927     MONUMENTED       CGS
 OQ0842  HISTORY     - 1935     GOOD             CGS
 OQ0842  HISTORY     - 1949     GOOD             CGS
 OQ0842  HISTORY     - 1970     GOOD             NGS
 OQ0842
 OQ0842                          STATION DESCRIPTION
 OQ0842
 OQ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0842'ABOUT 6 MILES E FROM THE TOWN OF COLTON, 4 MILES W AND 2 MILES
 OQ0842'N FROM BALTIC, ABOUT 150 PACES NW FROM THE WILLOW CREEK LUTHERAN
 OQ0842'CHURCH, IN THE SE 1/4 SEC. 22, T 104 N, R 50 W.  MARK IS 91.3
 OQ0842'METERS N OF THE CENTER LINE OF THE S SECTION-LINE ROAD.  100.51
 OQ0842'METERS W OF THE CENTER LINE OF THE E SECTION-LINE ROAD AND 6.74
 OQ0842'METERS FROM THE NW FENCE CORNER OF THE CHURCH PROPERTY.  MARK IS
 OQ0842'2 FEET BELOW GROUND.
 OQ0842'
 OQ0842'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OQ0842'DISKS SET IN CONCRETE.
 OQ0842'
 OQ0842'REFERENCE MARK NO. 1, STANDARD DISK SET IN CONCRETE WITH TOP
 OQ0842'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND, IS 614.54 METERS
 OQ0842'NE OF THE STATION MARK AND ALONG THE W FENCE LINE OF THE N-S ROAD
 OQ0842'91.63 METERS E OF THE STATION.  MARK IS ABOUT 0.5 METER W OF SAID
 OQ0842'FENCE LINE.  DISTANCES ARE HORIZONTAL.
 OQ0842'
 OQ0842'REFERENCE MARK NO. 2, STANDARD DISK SET IN CONCRETE WITH TOP
 OQ0842'FLUSH WITH THE GROUND, IS 91.63 METERS E OF THE STATION MARK
 OQ0842'AND ABOUT 1.0 METER N OF THE NE CORNER OF THE CHURCH CEMETERY
 OQ0842'FENCE.  8.88 METERS W OF THE CENTER LINE OF THE N-S ROAD AND 91.3
 OQ0842'METERS N OF THE CENTER LINE OF THE E-W SECTION LINE ROAD.
 OQ0842'DISTANCES ARE HORIZONTAL.
 OQ0842'
 OQ0842'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
 OQ0842
 OQ0842                          STATION RECOVERY (1935)
 OQ0842
 OQ0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0842'SURFACE MARK IS STANDARD STATION DISK IN CONCRETE, ABOUT 14
 OQ0842'INCHES BELOW SURFACE, IN SE 1/4 SEC. 22, T 104 N, R 50 W, 320 FEET
 OQ0842'W OF CENTER LINE OF N AND S SECTION-LINE ROAD, 277 FEET W OF THE
 OQ0842'W RIGHT-OF-WAY FENCE, 22 FEET FROM CORNER OF WILLOW CREEK
 OQ0842'LUTHERAN CHURCH CEMETERY GROUNDS, 18 FEET W OF W FENCE AND 12
 OQ0842'FEET N OF N FENCE, 302 FEET N OF CENTER LINE OF E AND W
 OQ0842'SECTION-LINE ROAD.
 OQ0842'
 OQ0842'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK, 4 INCHES BELOW
 OQ0842'SOD, ABOUT 2016 FEET N OF STATION, AT TOP OF A SLIGHT RISE, 28
 OQ0842'FEET W OF CENTER LINE OF SECTION-LINE ROAD, 5 FEET E OF W
 OQ0842'RIGHT-OF-WAY FENCE, 1 FOOT FROM EDGE OF BANK, AND 70 FEET WNW
 OQ0842'OF N CONCRETE GATEPOST ON E SIDE OF ROAD.
 OQ0842'
 OQ0842'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE,
 OQ0842'FLUSH WITH SURFACE, AT NE CORNER OF CEMETERY GROUNDS, ABOUT 300
 OQ0842'FEET N OF CENTER LINE OF E AND W SECTION-LINE ROAD, 300 FEET
 OQ0842'E OF STATION AND 20 FEET W OF CENTER LINE OF N AND S SECTION-LINE
 OQ0842'ROAD.
 OQ0842
 OQ0842                          STATION RECOVERY (1949)
 OQ0842
 OQ0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0842'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 OQ0842'BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS USED AS AN
 OQ0842'AZIMUTH MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  REFERENCE
 OQ0842'MARK NO. 3 IS 1 FOOT WEST OF FENCE, PROJECTS ABOUT 3 INCHES
 OQ0842'AND THE DISK IS STAMPED COLTON NO 3 1949.
 OQ0842'
 OQ0842'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS
 OQ0842
 OQ0842                          STATION RECOVERY (1970)
 OQ0842
 OQ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0842'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 OQ0842'GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND DESTROYED, IT
 OQ0842'HAD BEEN PUSHED OVER BY MACHINERY.  REFERENCE MARK NO. 1 (AZIMUTH
 OQ0842'MARK) WAS FOUND DESTROYED, IT HAD BEEN PUSHED OUT DURING GRADING
 OQ0842'OPERATIONS ALONG THE ROAD, THE DISK WAS REMOVED AT THIS TIME.
 OQ0842'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE SET AT THIS TIME.
 OQ0842'
 OQ0842'A NEW DESCRIPTION FOLLOWS--
 OQ0842'
 OQ0842'THE STATION IS LOCATED ABOUT 6 MILES EAST OF COLTON, 6 MILES
 OQ0842'SOUTHWEST OF DELL RAPIDS, 3 MILES WEST OF INTERSTATE HIGHWAY 29,
 OQ0842'IN THE NORTHWEST PART OF THE CEMETERY AT THE WILLOW CREEK LUTHERAN
 OQ0842'CHURCH.
 OQ0842'
 OQ0842'THE STATION MARK IS A STANDARD DISK STAMPED COLTON 1927, SET
 OQ0842'IN A CONCRETE MONUMENT 16-INCHES BELOW GROUND SURFACE.  IT IS
 OQ0842'227 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 86 FEET
 OQ0842'NORTHWEST OF THE NORTH END OF THE OVERVAAG (CURTIS AND RUTH)
 OQ0842'TOMBSTONE, 82 FEET SOUTHEAST OF THE CORNER POST AT THE NORTHWEST
 OQ0842'CORNER OF CEMETERY, 53 FEET EAST OF THE WEST FENCE LINE, AND 63
 OQ0842'FEET SOUTH OF THE NORTH FENCE LINE.
 OQ0842'
 OQ0842'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COLTON NO 2 1927,
 OQ0842'SET IN A CONCRETE MONUMENT 3-INCHES BELOW GROUND SURFACE.  IT IS
 OQ0842'122 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH, 71 FEET
 OQ0842'SOUTH OF THE NORTH CEMETERY FENCE, 50 FEET WEST OF THE CENTER OF
 OQ0842'THE COUNTY ROAD, 32 FEET NORTHEAST OF THE NORTH END OF THE OPLAND
 OQ0842'TOMBSTONE, AND 2.4 FEET NORTH OF THE NORTH END OF A NORTH AND
 OQ0842'SOUTH FENCE IN FRONT OF THE CHURCH.
 OQ0842'
 OQ0842'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED COLTON 1927 NO 4
 OQ0842'1970, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 OQ0842'IT IS AT THE NORTHWEST CORNER OF THE CHURCHYARD, 3 FEET EAST
 OQ0842'OF THE CORNER POST, AND 1 FOOT SOUTH OF THE NORTH FENCE.
 OQ0842'
 OQ0842'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLTON 1927 1970, SET
 OQ0842'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ON
 OQ0842'PROPERTY OF MR. NAVIS DYBEDAHL, BETWEEN THE ROAD AND THE HOUSE,
 OQ0842'273 FEET WEST OF CENTER OF PAVED ROAD, 90 FEET NORTH OF CENTER
 OQ0842'OF DRIVEWAY, 15 FEET SOUTH OF A GROVE, AND 4 FEET EAST OF A
 OQ0842'POWER POLE.
 OQ0842'
 OQ0842'TO REACH THE STATION FROM THE POST OFFICE IN DELL RAPIDS, GO WEST
 OQ0842'ON 4TH STREET FOR 0.35 MILE TO THE INTERSECTION WITH U.S. HIGHWAY
 OQ0842'77, AND COUNTY ROADS 104 AND 129, GO WEST ON HIGHWAY 77 AND
 OQ0842'COUNTY ROAD 104 FOR 4.8 MILES TO A PAVED CROSSROAD, COUNTY ROAD
 OQ0842'137, TURN LEFT, SOUTH, AND GO 1.4 MILES TO THE AZIMUTH MARK ON
 OQ0842'THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON COUNTY ROAD 137 FOR
 OQ0842'0.65 MILE TO THE CHURCH AND STATION ON THE RIGHT AS
 OQ0842'DESCRIBED.
 OQ0842'
 OQ0842'DISTANCE R.M. 2 TO R.M. 4 IS 357.27 FEET (SLOPE).
 OQ0842'
 OQ0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 OQ0842'EAST OF COLTON
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0854 ***********************************************************************
 OQ0854  DESIGNATION -  COLTON BLACK TOP CH STEEPLE
 OQ0854  PID         -  OQ0854
 OQ0854  STATE/COUNTY-  SD/MINNEHAHA
 OQ0854  COUNTRY     -  US
 OQ0854  USGS QUAD   -  BUFFALO TRADING POST (2017)
 OQ0854
 OQ0854                         *CURRENT SURVEY CONTROL
 OQ0854  ______________________________________________________________________
 OQ0854* NAD 83(1996) POSITION- 43 46 18.47512(N) 097 00 40.35481(W)   ADJUSTED
 OQ0854  ______________________________________________________________________
 OQ0854  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 OQ0854  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 OQ0854  HORZ ORDER      -  THIRD
 OQ0854
 OQ0854.The horizontal coordinates were established by classical geodetic methods
 OQ0854.and adjusted by the National Geodetic Survey in January 1998.
 OQ0854
 OQ0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0854.GEOID18 height accuracy estimate available here.
 OQ0854
 OQ0854.Click photographs - Photos may exist for this station.
 OQ0854
 OQ0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0854
 OQ0854. The following values were computed from the NAD 83(1996) position.
 OQ0854
 OQ0854;                    North         East     Units Scale Factor Converg.
 OQ0854;SPC SD S     -   165,149.682   867,378.778   MT  0.99991044   +2 17 30.4
 OQ0854;SPC SD S     -   541,828.58  2,845,725.21   sFT  0.99991044   +2 17 30.4
 OQ0854;UTM  14      - 4,848,449.662   660,060.797   MT  0.99991512   +1 22 34.0
 OQ0854
 OQ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6006048449(NAD 83)
 OQ0854
 OQ0854                          SUPERSEDED SURVEY CONTROL
 OQ0854
 OQ0854  NAD 83(1986)-  43 46 18.47977(N)    097 00 40.33239(W) AD(       ) 3
 OQ0854  NAD 27      -  43 46 18.56000(N)    097 00 39.12000(W) AD(       ) 3
 OQ0854
 OQ0854.Superseded values are not recommended for survey control.
 OQ0854
 OQ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0854.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0854
 OQ0854_MARKER: 90 = CHURCH SPIRE
 OQ0854
 OQ0854  HISTORY     - Date     Condition        Report By
 OQ0854  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0854
 OQ0854                          STATION DESCRIPTION
 OQ0854
 OQ0854'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0413 ***********************************************************************
 QQ0413  DESIGNATION -  CONE
 QQ0413  PID         -  QQ0413
 QQ0413  STATE/COUNTY-  SD/DAY
 QQ0413  COUNTRY     -  US
 QQ0413  USGS QUAD   -  FLORENCE NW (2017)
 QQ0413
 QQ0413                         *CURRENT SURVEY CONTROL
 QQ0413  ______________________________________________________________________
 QQ0413* NAD 83(1996) POSITION- 45 12 10.93690(N) 097 26 24.13125(W)   ADJUSTED
 QQ0413* NAVD 88 ORTHO HEIGHT -   567.    (meters)     1860.    (feet) SCALED
 QQ0413  ______________________________________________________________________
 QQ0413  GEOID HEIGHT    -        -25.019 (meters)                     GEOID18
 QQ0413  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 QQ0413  HORZ ORDER      -  SECOND
 QQ0413
 QQ0413.The horizontal coordinates were established by classical geodetic methods
 QQ0413.and adjusted by the National Geodetic Survey in January 1998.
 QQ0413
 QQ0413.The orthometric height was scaled from a topographic map.
 QQ0413
 QQ0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0413.GEOID18 height accuracy estimate available here.
 QQ0413
 QQ0413.Click photographs - Photos may exist for this station.
 QQ0413
 QQ0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0413
 QQ0413. The following values were computed from the NAD 83(1996) position.
 QQ0413
 QQ0413;                    North         East     Units Scale Factor Converg.
 QQ0413;SPC SD N     -   155,385.270   801,085.819   MT  0.99994262   +1 48 42.4
 QQ0413;SPC SD N     -   509,793.17  2,628,229.06   sFT  0.99994262   +1 48 42.4
 QQ0413;UTM  14      - 5,006,689.394   622,513.900   MT  0.99978455   +1 06 25.6
 QQ0413
 QQ0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0413!SPC SD N     -   0.99991499  x   0.99994262  =   0.99985761
 QQ0413!UTM  14      -   0.99991499  x   0.99978455  =   0.99969955
 QQ0413
 QQ0413:                Primary Azimuth Mark                     Grid Az
 QQ0413:SPC SD N     -  CONE AZ MK                               075 03 47.2
 QQ0413:UTM  14      -  CONE AZ MK                               075 46 04.0
 QQ0413
 QQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2251306689(NAD 83)
 QQ0413
 QQ0413|---------------------------------------------------------------------|
 QQ0413| PID    Reference Object                     Distance      Geod. Az  |
 QQ0413|                                                           dddmmss.s |
 QQ0413| QQ0420 WAUBAY MUNICIPAL WATER TANK         APPROX.18.2 KM 0355642.6 |
 QQ0413| CO5434 CONE RM 1                            17.706 METERS 04707     |
 QQ0413| CO5433 CONE AZ MK                                         0765229.6 |
 QQ0413| CO5435 CONE RM 2                            12.783 METERS 14608     |
 QQ0413|---------------------------------------------------------------------|
 QQ0413
 QQ0413                          SUPERSEDED SURVEY CONTROL
 QQ0413
 QQ0413  NAD 83(1986)-  45 12 10.93703(N)    097 26 24.11684(W) AD(       ) 2
 QQ0413  NAD 27      -  45 12 11.08036(N)    097 26 22.81257(W) AD(       ) 2
 QQ0413
 QQ0413.Superseded values are not recommended for survey control.
 QQ0413
 QQ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0413.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0413
 QQ0413_MARKER: DS = TRIANGULATION STATION DISK
 QQ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0413_STAMPING: CONE 1952
 QQ0413_MARK LOGO: CGS
 QQ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0413+STABILITY: SURFACE MOTION
 QQ0413
 QQ0413  HISTORY     - Date     Condition        Report By
 QQ0413  HISTORY     - 1952     MONUMENTED       CGS
 QQ0413
 QQ0413                          STATION DESCRIPTION
 QQ0413
 QQ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0413'THE STATION IS ABOUT 9 MILES SOUTH AND 4 MILES EAST OF WEBSTER,
 QQ0413'8 MILES NORTH AND 1-3/4 MILES WEST OF WALLACE, IN THE SW 1/4 NE
 QQ0413'1/4 SEC. 16, T 120 N, R 55 W, ON A GRASS COVERED KNOLL WHICH IS
 QQ0413'THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND OWNED BY
 QQ0413'E. J. MATTECHECK.  IT IS ABOUT 150 YARDS NORTH OF A FENCE.
 QQ0413'
 QQ0413'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WEBSTER, GO
 QQ0413'SOUTH ON STATE HIGHWAY 25 FOR 4.5 MILES TO A SCHOOLHOUSE ON THE
 QQ0413'RIGHT, CONTINUE SOUTH ON THE HIGHWAY 0.7 MILE TO A POINT WHERE
 QQ0413'THE HIGHWAY BEARS RIGHT AND A GRAVELED ROAD LEADS SOUTH, CONTINUE
 QQ0413'SOUTH ON THE GRAVELED ROAD 0.7 MILE TO A T-JUNCTION, TURN LEFT
 QQ0413'AND GO EAST 1.25 MILE, BEAR RIGHT AND GO SOUTH 0.95 MILE, BEAR
 QQ0413'LEFT AND GO EAST 1.0 MILE TO A CROSSROADS, CONTINUE EAST 2.0
 QQ0413'MILES TO A SIDE ROAD, TURN RIGHT AND GO SOUTH 1.3 MILES TO A
 QQ0413'FARMHOUSE ON THE LEFT AND A GATE ON THE RIGHT, (THE AZIMUTH
 QQ0413'MARK IS 0.05 MILE SOUTH OF THIS POINT) PASS THROUGH THE GATE
 QQ0413'AND GO WEST ON A TRACK ROAD 0.25 MILE TO A ROCK PILE ON THE
 QQ0413'LEFT, TURN LEFT AND GO SOUTHWEST AND SOUTH FOR 0.2 MILE TO THE
 QQ0413'HIGHEST POINT AND THE STATION.
 QQ0413'
 QQ0413'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CONE
 QQ0413'1952.
 QQ0413'
 QQ0413'REFERENCE MARK 1 IS ABOUT 4 FEET BELOW THE ELEVATION OF THE
 QQ0413'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QQ0413'CONE NO 1 1952.
 QQ0413'
 QQ0413'REFERENCE MARK 2 IS ABOUT 2 FEET BELOW THE ELEVATION OF THE
 QQ0413'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CONE
 QQ0413'NO 2 1952.
 QQ0413'
 QQ0413'THE AZIMUTH MARK IS ABOUT 200 YARDS SOUTHWEST OF THE FARMHOUSE,
 QQ0413'29 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET NORTH OF
 QQ0413'A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 QQ0413'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CONE 1952.
 QQ0413'
 QQ0413'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2280 ***********************************************************************
 PU2280  DESIGNATION -  CONE
 PU2280  PID         -  PU2280
 PU2280  STATE/COUNTY-  SD/MEADE
 PU2280  COUNTRY     -  US
 PU2280  USGS QUAD   -  ELM CREEK (2017)
 PU2280
 PU2280                         *CURRENT SURVEY CONTROL
 PU2280  ______________________________________________________________________
 PU2280* NAD 83(1996) POSITION- 44 26 25.44556(N) 103 00 13.50756(W)   ADJUSTED
 PU2280* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 PU2280  ______________________________________________________________________
 PU2280  GEOID HEIGHT    -        -17.293 (meters)                     GEOID18
 PU2280  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 PU2280  HORZ ORDER      -  THIRD
 PU2280
 PU2280.The horizontal coordinates were established by classical geodetic methods
 PU2280.and adjusted by the National Geodetic Survey in January 1998.
 PU2280
 PU2280.The orthometric height was scaled from a topographic map.
 PU2280
 PU2280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2280.GEOID18 height accuracy estimate available here.
 PU2280
 PU2280.Click photographs - Photos may exist for this station.
 PU2280
 PU2280.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2280
 PU2280. The following values were computed from the NAD 83(1996) position.
 PU2280
 PU2280;                    North         East     Units Scale Factor Converg.
 PU2280;SPC SD N     -    71,894.799   360,925.618   MT  0.99999554   -2 07 33.1
 PU2280;SPC SD N     -   235,874.85  1,184,136.80   sFT  0.99999554   -2 07 33.1
 PU2280;UTM  13      - 4,922,727.217   658,859.473   MT  0.99991036   +1 23 52.8
 PU2280
 PU2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2280!SPC SD N     -   0.99986891  x   0.99999554  =   0.99986445
 PU2280!UTM  13      -   0.99986891  x   0.99991036  =   0.99977928
 PU2280
 PU2280:                Primary Azimuth Mark                     Grid Az
 PU2280:SPC SD N     -  CONE AZ MK                               355 24 46.1
 PU2280:UTM  13      -  CONE AZ MK                               351 53 20.2
 PU2280
 PU2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5885922727(NAD 83)
 PU2280
 PU2280|---------------------------------------------------------------------|
 PU2280| PID    Reference Object                     Distance      Geod. Az  |
 PU2280|                                                           dddmmss.s |
 PU2280| CP9053 CONE RM 1                            14.079 METERS 14349     |
 PU2280| CP9054 CONE RM 2                             5.663 METERS 21730     |
 PU2280| CP9052 CONE AZ MK                                         3531713.0 |
 PU2280|---------------------------------------------------------------------|
 PU2280
 PU2280                          SUPERSEDED SURVEY CONTROL
 PU2280
 PU2280  NAD 83(1993)-  44 26 25.43755(N)    103 00 13.50895(W) AD(       ) 3
 PU2280  NAD 83(1986)-  44 26 25.43402(N)    103 00 13.51143(W) AD(       ) 3
 PU2280  NAD 27      -  44 26 25.48900(N)    103 00 11.87700(W) AD(       ) 3
 PU2280
 PU2280.Superseded values are not recommended for survey control.
 PU2280
 PU2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2280.See file dsdata.pdf to determine how the superseded data were derived.
 PU2280
 PU2280_MARKER: DS = TRIANGULATION STATION DISK
 PU2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2280_STAMPING: CONE 1950
 PU2280_MARK LOGO: CGS
 PU2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2280+STABILITY: SURFACE MOTION
 PU2280
 PU2280  HISTORY     - Date     Condition        Report By
 PU2280  HISTORY     - 1950     MONUMENTED       CGS
 PU2280
 PU2280                          STATION DESCRIPTION
 PU2280
 PU2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2280'THE STATION IS LOCATED ABOUT 25 MILES EAST OF STURGIS, ABOUT 4.5
 PU2280'MILES SOUTH OF STATE HIGHWAY NO. 24, ABOUT 2.4 MILES NORTH OF THE
 PU2280'BELLE FOURCHE RIVER, AND NEAR THE NORTH EDGE OF A LOW KNOLL IN
 PU2280'PASTURE LAND.
 PU2280'
 PU2280'TO REACH THE STATION FROM THE BEAR BUTTE POST OFFICE, GO EASTERLY
 PU2280'ON STATE HIGHWAY NO. 24, 9.5 MILES TO THE EAST END OF THE BELLE
 PU2280'FOURCHE RIVER BRIDGE.  CONTINUE EASTERLY FOR 6.9 MILES TO TWO
 PU2280'WIRE GATES ON OPPOSITE SIDES OF THE HIGHWAY.  TURN RIGHT, SOUTH,
 PU2280'THROUGH THE GATE OF AN OLD SECTION LINE ROAD FOR 0.5 MILE TO A
 PU2280'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE SOUTHERLY ON
 PU2280'A TRACK ROAD FOR 0.55 MILE TO A WIRE GATE.  THEN THROUGH THE
 PU2280'GATE SOUTH AND SOUTHEAST, FOR 0.7 MILE TO A WIRE GATE.  THEN
 PU2280'THROUGH THE GATE, CONTINUE SOUTHERLY ON MAIN TRAVELED ROAD
 PU2280'0.05 MILE TO A FORK.  THEN RIGHT ROAD, SOUTHEAST AND SOUTH, FOR
 PU2280'1.65 MILES TO A FENCE.  TAKE DOWN THE FENCE AND CONTINUE
 PU2280'STRAIGHT AHEAD, SOUTH, FOR 0.7 MILE TO A DRY WASH.  CROSS THE
 PU2280'WASH AND CONTINUE SOUTH ON A DIM TRACK ROAD 0.5 MILE TO THE
 PU2280'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PU2280'
 PU2280'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CONE
 PU2280'1950
 PU2280'
 PU2280'REFERENCE MARK NO. 1 IS NEAR THE SOUTH EDGE OF THE KNOLL.  IT
 PU2280'PROJECTS 10 INCHES, AND THE DISK IS STAMPED CONE NO 1 1950
 PU2280'
 PU2280'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF THE KNOLL.  IT
 PU2280'PROJECTS 10 INCHES, AND THE DISK IS STAMPED CONE NO 2 1950
 PU2280'
 PU2280'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF A TRACK ROAD,
 PU2280'AND 5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 5 INCHES, AND
 PU2280'THE DISK IS STAMPED CONE 1950
 PU2280'
 PU2280'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2280'CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0809 ***********************************************************************
 NN0809  DESIGNATION -  CONGER
 NN0809  PID         -  NN0809
 NN0809  STATE/COUNTY-  SD/CHARLES MIX
 NN0809  COUNTRY     -  US
 NN0809  USGS QUAD   -  NIOBRARA NW (2017)
 NN0809
 NN0809                         *CURRENT SURVEY CONTROL
 NN0809  ______________________________________________________________________
 NN0809* NAD 83(1996) POSITION- 42 55 52.69051(N) 098 13 42.28295(W)   ADJUSTED
 NN0809* NAVD 88 ORTHO HEIGHT -   516.3   (meters)     1694.    (feet) VERTCON3
 NN0809  ______________________________________________________________________
 NN0809  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 NN0809  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 NN0809  HORZ ORDER      -  SECOND
 NN0809
 NN0809.The horizontal coordinates were established by classical geodetic methods
 NN0809.and adjusted by the National Geodetic Survey in January 1998.
 NN0809
 NN0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0809
 NN0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0809.GEOID18 height accuracy estimate available here.
 NN0809
 NN0809.Click photographs - Photos may exist for this station.
 NN0809
 NN0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0809
 NN0809. The following values were computed from the NAD 83(1996) position.
 NN0809
 NN0809;                    North         East     Units Scale Factor Converg.
 NN0809;SPC SD S     -    68,606.871   771,806.287   MT  0.99997824   +1 27 07.5
 NN0809;SPC SD S     -   225,087.71  2,532,167.79   sFT  0.99997824   +1 27 07.5
 NN0809;UTM  14      - 4,753,474.912   562,961.031   MT  0.99964877   +0 31 32.0
 NN0809
 NN0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0809!SPC SD S     -   0.99992313  x   0.99997824  =   0.99990138
 NN0809!UTM  14      -   0.99992313  x   0.99964877  =   0.99957193
 NN0809
 NN0809:                Primary Azimuth Mark                     Grid Az
 NN0809:SPC SD S     -  CONGER AZ MK                             340 02 37.2
 NN0809:UTM  14      -  CONGER AZ MK                             340 58 12.7
 NN0809
 NN0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6296153474(NAD 83)
 NN0809
 NN0809|---------------------------------------------------------------------|
 NN0809| PID    Reference Object                     Distance      Geod. Az  |
 NN0809|                                                           dddmmss.s |
 NN0809| CO2911 CONGER RM 2                                        07815     |
 NN0809| NN0810 HILL CHURCH STEEPLE                 APPROX. 5.4 KM 1593149.3 |
 NN0809| CO2909 CONGER AZ MK                                       3412944.7 |
 NN0809| CO2910 CONGER RM 1                                        34951     |
 NN0809|---------------------------------------------------------------------|
 NN0809
 NN0809                          SUPERSEDED SURVEY CONTROL
 NN0809
 NN0809  NAD 83(1995)-  42 55 52.69056(N)    098 13 42.28300(W) AD(       ) 2
 NN0809  NAD 83(1986)-  42 55 52.70252(N)    098 13 42.28473(W) AD(       ) 2
 NN0809  NAD 27      -  42 55 52.71800(N)    098 13 41.00300(W) AD(       ) 2
 NN0809  MORC        -  42 55 50.48000(N)    098 13 42.09000(W) AD(       ) 3
 NN0809  USSD        -  42 55 52.86200(N)    098 13 41.33100(W) AD(       ) 3
 NN0809  NGVD 29 (07/19/86)  516.0    (m)         1693.     (f) VERT ANG       
 NN0809
 NN0809.Superseded values are not recommended for survey control.
 NN0809
 NN0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0809.See file dsdata.pdf to determine how the superseded data were derived.
 NN0809
 NN0809_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NN0809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NN0809_MARK LOGO: MORC
 NN0809_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0809
 NN0809  HISTORY     - Date     Condition        Report By
 NN0809  HISTORY     - 1901     MONUMENTED       MORC
 NN0809  HISTORY     - 1935     GOOD             MORC
 NN0809  HISTORY     - 1948     GOOD             CGS
 NN0809
 NN0809                          STATION DESCRIPTION
 NN0809
 NN0809'DESCRIBED BY MISSOURI RIVER COMMISSION 1901 (FDG)
 NN0809'ON THE LEFT BANK OF THE MISSOURI RIVER, 4 MILES FROM THE RIVER,
 NN0809'6 MILES EAST FROM YANKTON INDIAN AGENCY, ON A VERY HIGH RIDGE, A
 NN0809'SPUR OF WHICH, RUNNING NEARLY WEST AND 300 FEET WEST OF THE
 NN0809'STATION, IS HIGHER THAN THE STATION.  AN INDIAN HOUSE ON LOW
 NN0809'GROUND IS IN SIGHT FROM THE STATION 1,000 FEET TO THE NORTH.
 NN0809'MARKED WITH THE REGULAR STATION MARK OF THE MISSOURI RIVER
 NN0809'COMMISSION, THE UNDERGROUND MARK BEING A BLOCK OF STONE 18
 NN0809'INCHES SQUARE ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND,
 NN0809'AND HAVING A SMALL DRILLED HOLE IN IT.  THE SURFACE MARK IS AN
 NN0809'IRON PIPE WITH A CAST-IRON CAP HAVING A RAISED TRIANGLE ON IT
 NN0809'WITH SMALL DRILLED HOLE IN ITS CENTER.  THE CAP IS LETTERED
 NN0809'U.S.  MISSOURI RIVER COMMISSION.
 NN0809
 NN0809                          STATION RECOVERY (1935)
 NN0809
 NN0809'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1935 (CMC)
 NN0809'STATION WAS RECOVERED MAY 6, 1935, AND FOUND IN GOOD CONDITION
 NN0809'EXCEPT THAT THE CAP ON THE PIPE IS LOOSE AND CAN BE LIFTED OFF.
 NN0809'ABOUT 7 MILES SOUTH AND 2 MILES WEST OF DANTE, IN NW 1/4 SEC.
 NN0809'30, T. 94 N., R. 62 W., ON LAND OWNED AND OCCUPIED BY FRANK
 NN0809'HOREJSI, WHO LIVES ABOUT 1.2 MILE NORTHEAST OF THE STATION
 NN0809'AND IN THE SAME QUARTER SECTION.  THE MARK IS ON THE MOST
 NN0809'NORTHERLY OF SEVERAL KNOLLS ON A PROMINENT RIDGE WHOSE HIGHEST
 NN0809'POINT IS ABOUT 100 YARDS WEST-SOUTHWEST OF THE STATION, ABOUT
 NN0809'1/4 MILE SOUTH OF NORTHWEST CORNER OF SECTION, 160 YARDS EAST
 NN0809'OF NORTH-AND-SOUTH SECTION-LINE FENCE, AND 99 FEET SOUTHWEST
 NN0809'OF ANGLING FENCE LINE BETWEEN PASTURE AND MEADOWLANDS.  IT
 NN0809'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 NN0809'
 NN0809'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 50 AND GRAVEL
 NN0809'ROAD LEADING SOUTH ON WEST SIDE OF VILLAGE OF DANTE, GO SOUTH
 NN0809'4.15 MILES, WEST 1 MILE, SOUTH 0.5 MILE, WEST 0.1 MILE, SOUTH
 NN0809'1.1 MILES, WEST ABOUT 250 FEET, SOUTH 1.25 MILES, WEST 0.75
 NN0809'MILE, SOUTH 0.15 MILE, WEST 0.25 MILE TO SECTION CORNER, THEN
 NN0809'SOUTH ABOUT 1/4 MILE ON SECTION LINE AND EAST ABOUT 160 YARDS
 NN0809'TO STATION SITE.
 NN0809
 NN0809                          STATION RECOVERY (1948)
 NN0809
 NN0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0809'THE STATION WAS FOUND AS DESCRIBED AND THE 1935 DESCRIPTION
 NN0809'BY C.M.C. IS ADEQUATE.  TWO NEW REFERENCE MARKS AND AZIMUTH MARK
 NN0809'WERE SET AND THE STATION MARK WAS REINFORCED WITH A 12 INCH
 NN0809'SQUARE OF CONCRETE.
 NN0809'
 NN0809'REFERENCE MARK NO. 1 IS 84.76 FEET NORTH OF THE STATION AND
 NN0809'68 FEET WEST OF THE PASTURE FENCE.  THE MARK PROJECTS 4 INCHES
 NN0809'AND THE DISK IS STAMPED CONGER MORC NO 1 1948.
 NN0809'
 NN0809'REFERENCE MARK NO. 2 IS 75.24 FEET EAST OF THE STATION AND 31
 NN0809'FEET WEST OF THE PASTURE FENCE.  THE MARK PROJECTS 4 INCHES
 NN0809'AND THE DISK IS STAMPED CONGER MORC NO 2 1948.
 NN0809'
 NN0809'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHWEST OF THE STATION,
 NN0809'IN THE SOUTHWEST CORNER OF THE SECTION LINES, 36 FEET SOUTH
 NN0809'OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 4 FEET SOUTH
 NN0809'OF THE FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NN0809'IS STAMPED CONGER MORC 1948.
 NN0809'
 NN0809'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO THE
 NN0809'SECTION LINE, TURN RIGHT (NORTH) 0.3 MILE TO THE MARK ON THE
 NN0809'LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0672 ***********************************************************************
 OS0672  DESIGNATION -  CONGREGATIONAL CH CUP CROSS
 OS0672  PID         -  OS0672
 OS0672  STATE/COUNTY-  SD/MELLETTE
 OS0672  COUNTRY     -  US
 OS0672  USGS QUAD   -  BADNATION (2017)
 OS0672
 OS0672                         *CURRENT SURVEY CONTROL
 OS0672  ______________________________________________________________________
 OS0672* NAD 83(1996) POSITION- 43 40 00.17994(N) 100 16 36.48604(W)   ADJUSTED
 OS0672  ______________________________________________________________________
 OS0672  GEOID HEIGHT    -        -25.025 (meters)                     GEOID18
 OS0672  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 OS0672  HORZ ORDER      -  THIRD
 OS0672
 OS0672.The horizontal coordinates were established by classical geodetic methods
 OS0672.and adjusted by the National Geodetic Survey in January 1998.
 OS0672
 OS0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0672.GEOID18 height accuracy estimate available here.
 OS0672
 OS0672.Click photographs - Photos may exist for this station.
 OS0672
 OS0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0672
 OS0672. The following values were computed from the NAD 83(1996) position.
 OS0672
 OS0672;                    North         East     Units Scale Factor Converg.
 OS0672;SPC SD S     -   148,128.827   604,559.070   MT  0.99990722   +0 02 20.4
 OS0672;SPC SD S     -   485,985.99  1,983,457.55   sFT  0.99990722   +0 02 20.4
 OS0672;UTM  14      - 4,835,648.875   397,061.870   MT  0.99973033   -0 52 54.0
 OS0672
 OS0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9706135648(NAD 83)
 OS0672
 OS0672                          SUPERSEDED SURVEY CONTROL
 OS0672
 OS0672  NAD 83(1995)-  43 40 00.17617(N)    100 16 36.49254(W) AD(       ) 3
 OS0672  NAD 83(1986)-  43 40 00.17574(N)    100 16 36.49773(W) AD(       ) 3
 OS0672  NAD 27      -  43 40 00.20400(N)    100 16 35.01600(W) AD(       ) 3
 OS0672
 OS0672.Superseded values are not recommended for survey control.
 OS0672
 OS0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0672.See file dsdata.pdf to determine how the superseded data were derived.
 OS0672
 OS0672_MARKER: 91 = CHURCH CROSS
 OS0672
 OS0672  HISTORY     - Date     Condition        Report By
 OS0672  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0672
 OS0672                          STATION DESCRIPTION
 OS0672
 OS0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0672'POINT OBSERVED UPON WAS BASE OF CROSS, AT CENTER OF CUPOLA.
 OS0672'
 OS0672'THIS CUPOLA IS ON THE CONGREGATIONAL CHURCH (COUNTRY CHURCH) ABOUT
 OS0672'13 MILES AIRLINE NORTHEAST OF WOOD AND 1.0 MILE EAST OF
 OS0672'CEMETERY.  THE CHURCH IS WHITE AND IS ABOUT 50 FEET HIGH.  IT IS
 OS0672'THE MOST PROMINENT OBJECT IN THE VICINITY.
 OS0672'
 OS0672'OBSERVED FROM ROD, RUN AND CEMETERY.  IT IS VISIBLE FROM THE
 OS0672'GROUND AT THESE STATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2082 ***********************************************************************
 NM2082  DESIGNATION -  CONKLING
 NM2082  PID         -  NM2082
 NM2082  STATE/COUNTY-  SD/YANKTON
 NM2082  COUNTRY     -  US
 NM2082  USGS QUAD   -  MISSION HILL (2017)
 NM2082
 NM2082                         *CURRENT SURVEY CONTROL
 NM2082  ______________________________________________________________________
 NM2082* NAD 83(1986) POSITION- 42 52 49.     (N) 097 21 48.     (W)   SCALED
 NM2082* NAVD 88 ORTHO HEIGHT -   358.643 (meters)     1176.65  (feet) ADJUSTED
 NM2082  ______________________________________________________________________
 NM2082  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 NM2082  DYNAMIC HEIGHT  -        358.541 (meters)     1176.31  (feet) COMP
 NM2082  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 NM2082
 NM2082  VERT ORDER      -  FIRST     CLASS II
 NM2082
 NM2082.The horizontal coordinates were scaled from a map and have
 NM2082.an estimated accuracy of +/- 6 seconds.
 NM2082
 NM2082.The orthometric height was determined by differential leveling and
 NM2082.adjusted by the NATIONAL GEODETIC SURVEY
 NM2082.in June 1994.
 NM2082
 NM2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2082.GEOID18 height accuracy estimate available here.
 NM2082
 NM2082.Click photographs - Photos may exist for this station.
 NM2082
 NM2082.The dynamic height is computed by dividing the NAVD 88
 NM2082.geopotential number by the normal gravity value computed on the
 NM2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2082.degrees latitude (g = 980.6199 gals.).
 NM2082
 NM2082.The modeled gravity was interpolated from observed gravity values.
 NM2082
 NM2082;                    North         East    Units  Estimated Accuracy
 NM2082;SPC SD S     -    65,100.      842,590.      MT  (+/- 180 meters Scaled)
 NM2082
 NM2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN336488(NAD 83)
 NM2082
 NM2082                          SUPERSEDED SURVEY CONTROL
 NM2082
 NM2082.No superseded survey control is available for this station.
 NM2082
 NM2082_MARKER: DS = TRIANGULATION STATION DISK
 NM2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2082_STAMPING: CONKLING 1993
 NM2082_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2082+STABILITY: SURFACE MOTION
 NM2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2082+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2082
 NM2082  HISTORY     - Date     Condition        Report By
 NM2082  HISTORY     - 1993     MONUMENTED       SD3070
 NM2082  HISTORY     - 19930908 GOOD             NGS
 NM2082  HISTORY     - 20120322 GOOD             INDIV
 NM2082
 NM2082                          STATION DESCRIPTION
 NM2082
 NM2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2082'2.8 KM (1.75 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2082'IN YANKTON, 17.1 M (56.1 FT) SOUTHEAST OF UTILITY POLE NUMBER 8140,
 NM2082'17.0 M (55.8 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 NM2082'WESTBOUND LANES OF THE HIGHWAY, 5.8 M (19.0 FT) EAST-NORTHEAST OF THE
 NM2082'CENTER OF A DRIVEWAY LEADING TO A BEER DISTRIBUTORSHIP, 1.0 M (3.3
 NM2082'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 NM2082'GROUND SURFACE.
 NM2082
 NM2082                          STATION RECOVERY (2012)
 NM2082
 NM2082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0221 ***********************************************************************
 PT0221  DESIGNATION -  CONST CHK 1
 PT0221  PID         -  PT0221
 PT0221  STATE/COUNTY-  SD/STANLEY
 PT0221  COUNTRY     -  US
 PT0221  USGS QUAD   -  OAHE DAM (2017)
 PT0221
 PT0221                         *CURRENT SURVEY CONTROL
 PT0221  ______________________________________________________________________
 PT0221* NAD 83(1986) POSITION- 44 25 35.     (N) 100 24 15.     (W)   SCALED
 PT0221* NAVD 88 ORTHO HEIGHT -   457.642 (meters)     1501.45  (feet) ADJUSTED
 PT0221  ______________________________________________________________________
 PT0221  GEOID HEIGHT    -        -23.232 (meters)                     GEOID18
 PT0221  DYNAMIC HEIGHT  -        457.550 (meters)     1501.15  (feet) COMP
 PT0221  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 PT0221
 PT0221  VERT ORDER      -  FIRST     CLASS II
 PT0221
 PT0221.The horizontal coordinates were scaled from a map and have
 PT0221.an estimated accuracy of +/- 6 seconds.
 PT0221
 PT0221.The orthometric height was determined by differential leveling and
 PT0221.adjusted by the NATIONAL GEODETIC SURVEY
 PT0221.in June 1991.
 PT0221
 PT0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0221.GEOID18 height accuracy estimate available here.
 PT0221
 PT0221.Click photographs - Photos may exist for this station.
 PT0221
 PT0221.The dynamic height is computed by dividing the NAVD 88
 PT0221.geopotential number by the normal gravity value computed on the
 PT0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0221.degrees latitude (g = 980.6199 gals.).
 PT0221
 PT0221.The modeled gravity was interpolated from observed gravity values.
 PT0221
 PT0221;                    North         East    Units  Estimated Accuracy
 PT0221;SPC SD S     -   232,530.      594,360.      MT  (+/- 180 meters Scaled)
 PT0221
 PT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ882201(NAD 83)
 PT0221
 PT0221                          SUPERSEDED SURVEY CONTROL
 PT0221
 PT0221  NGVD 29 (??/??/92)  457.262  (m)         1500.20   (f) ADJ UNCH    1 2
 PT0221
 PT0221.Superseded values are not recommended for survey control.
 PT0221
 PT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0221.See file dsdata.pdf to determine how the superseded data were derived.
 PT0221
 PT0221_MARKER: P = PIPE CAP
 PT0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0221_MARK LOGO: USACE
 PT0221_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0221
 PT0221  HISTORY     - Date     Condition        Report By
 PT0221  HISTORY     - 1951     MONUMENTED       USACE
 PT0221  HISTORY     - 1951     GOOD             CGS
 PT0221
 PT0221                          STATION DESCRIPTION
 PT0221
 PT0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0221'5.4 MI NW FROM FORT PIERRE.
 PT0221'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0221'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 3.75
 PT0221'MILES NORTHWEST ALONG THE OAHE DAM ROAD, THENCE 0.3 MILE SOUTHWEST
 PT0221'ACROSS A PASTURE, 0.4 MILE SOUTH OF A SMALL RED BARN, 162 FEET
 PT0221'WEST OF A FENCE, 98 FEET WEST OF THE CENTER LINE OF A TRACK
 PT0221'ROAD, AT THE FOOT OF THE BLUFFS, WELDED ON THE TOP OF A SECTION
 PT0221'OF RAIL WHICH IS INCASED IN AN 8 INCH IRON PIPE WITH A SCREW
 PT0221'CAP ON TOP AND PROJECTS 1.6 FEET ABOVE THE GROUND.  THE DEPTH
 PT0221'OF THIS MARK IS 65 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0223 ***********************************************************************
 PT0223  DESIGNATION -  CONST CHK 2
 PT0223  PID         -  PT0223
 PT0223  STATE/COUNTY-  SD/STANLEY
 PT0223  COUNTRY     -  US
 PT0223  USGS QUAD   -  OAHE DAM (2017)
 PT0223
 PT0223                         *CURRENT SURVEY CONTROL
 PT0223  ______________________________________________________________________
 PT0223* NAD 83(1986) POSITION- 44 25 33.     (N) 100 24 14.     (W)   SCALED
 PT0223* NAVD 88 ORTHO HEIGHT -   457.143 (meters)     1499.81  (feet) ADJUSTED
 PT0223  ______________________________________________________________________
 PT0223  GEOID HEIGHT    -        -23.234 (meters)                     GEOID18
 PT0223  DYNAMIC HEIGHT  -        457.050 (meters)     1499.50  (feet) COMP
 PT0223  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 PT0223
 PT0223  VERT ORDER      -  FIRST     CLASS II
 PT0223
 PT0223.The horizontal coordinates were scaled from a map and have
 PT0223.an estimated accuracy of +/- 6 seconds.
 PT0223
 PT0223.The orthometric height was determined by differential leveling and
 PT0223.adjusted by the NATIONAL GEODETIC SURVEY
 PT0223.in June 1991.
 PT0223
 PT0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0223.GEOID18 height accuracy estimate available here.
 PT0223
 PT0223.Click photographs - Photos may exist for this station.
 PT0223
 PT0223.The dynamic height is computed by dividing the NAVD 88
 PT0223.geopotential number by the normal gravity value computed on the
 PT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0223.degrees latitude (g = 980.6199 gals.).
 PT0223
 PT0223.The modeled gravity was interpolated from observed gravity values.
 PT0223
 PT0223;                    North         East    Units  Estimated Accuracy
 PT0223;SPC SD S     -   232,470.      594,380.      MT  (+/- 180 meters Scaled)
 PT0223
 PT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ882201(NAD 83)
 PT0223
 PT0223                          SUPERSEDED SURVEY CONTROL
 PT0223
 PT0223  NGVD 29 (??/??/92)  456.762  (m)         1498.56   (f) ADJ UNCH    1 2
 PT0223
 PT0223.Superseded values are not recommended for survey control.
 PT0223
 PT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0223.See file dsdata.pdf to determine how the superseded data were derived.
 PT0223
 PT0223_MARKER: DD = SURVEY DISK
 PT0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0223_MARK LOGO: USACE
 PT0223_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0223
 PT0223  HISTORY     - Date     Condition        Report By
 PT0223  HISTORY     - 1951     MONUMENTED       USACE
 PT0223  HISTORY     - 1951     GOOD             CGS
 PT0223
 PT0223                          STATION DESCRIPTION
 PT0223
 PT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0223'5.4 MI NW FROM FORT PIERRE.
 PT0223'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0223'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 3.7 MILES
 PT0223'NORTHWEST ALONG THE OAHE DAM ROAD, THENCE 0.3 MILE SOUTHWEST
 PT0223'ACROSS A PASTURE, AT THE FOOT OF THE BLUFFS, 0.4 MILE SOUTH
 PT0223'OF A SMALL RED BARN, 94 FEET WEST OF A FENCE, 18 FEET WEST OF
 PT0223'THE CENTER LINE OF A TRACK ROAD, WELDED ON THE TOP OF A SECTION
 PT0223'OF RAIL WHICH IS INCASED IN AN 8 INCH IRON PIPE WITH A SCREW
 PT0223'CAP ON THE TOP AND PROJECTS 1.6 FEET ABOVE THE GROUND.  THE
 PT0223'DEPTH OF THIS MARK IS 65 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0224 ***********************************************************************
 PT0224  DESIGNATION -  CONST CHK 3
 PT0224  PID         -  PT0224
 PT0224  STATE/COUNTY-  SD/STANLEY
 PT0224  COUNTRY     -  US
 PT0224  USGS QUAD   -  OAHE DAM (2017)
 PT0224
 PT0224                         *CURRENT SURVEY CONTROL
 PT0224  ______________________________________________________________________
 PT0224* NAD 83(1986) POSITION- 44 25 32.     (N) 100 24 13.     (W)   SCALED
 PT0224* NAVD 88 ORTHO HEIGHT -   454.816 (meters)     1492.18  (feet) ADJUSTED
 PT0224  ______________________________________________________________________
 PT0224  GEOID HEIGHT    -        -23.235 (meters)                     GEOID18
 PT0224  DYNAMIC HEIGHT  -        454.724 (meters)     1491.87  (feet) COMP
 PT0224  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 PT0224
 PT0224  VERT ORDER      -  FIRST     CLASS II
 PT0224
 PT0224.The horizontal coordinates were scaled from a map and have
 PT0224.an estimated accuracy of +/- 6 seconds.
 PT0224
 PT0224.The orthometric height was determined by differential leveling and
 PT0224.adjusted by the NATIONAL GEODETIC SURVEY
 PT0224.in June 1991.
 PT0224
 PT0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0224.GEOID18 height accuracy estimate available here.
 PT0224
 PT0224.Click photographs - Photos may exist for this station.
 PT0224
 PT0224.The dynamic height is computed by dividing the NAVD 88
 PT0224.geopotential number by the normal gravity value computed on the
 PT0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0224.degrees latitude (g = 980.6199 gals.).
 PT0224
 PT0224.The modeled gravity was interpolated from observed gravity values.
 PT0224
 PT0224;                    North         East    Units  Estimated Accuracy
 PT0224;SPC SD S     -   232,440.      594,400.      MT  (+/- 180 meters Scaled)
 PT0224
 PT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ882200(NAD 83)
 PT0224
 PT0224                          SUPERSEDED SURVEY CONTROL
 PT0224
 PT0224  NGVD 29 (??/??/92)  454.436  (m)         1490.93   (f) ADJ UNCH    1 2
 PT0224
 PT0224.Superseded values are not recommended for survey control.
 PT0224
 PT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0224.See file dsdata.pdf to determine how the superseded data were derived.
 PT0224
 PT0224_MARKER: DD = SURVEY DISK
 PT0224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0224_MARK LOGO: USACE
 PT0224_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0224
 PT0224  HISTORY     - Date     Condition        Report By
 PT0224  HISTORY     - 1951     MONUMENTED       USACE
 PT0224  HISTORY     - 1951     GOOD             CGS
 PT0224
 PT0224                          STATION DESCRIPTION
 PT0224
 PT0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0224'5.4 MI NW FROM FORT PIERRE.
 PT0224'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0224'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 3.7 MILES
 PT0224'NORTHWEST ALONG THE OAHE DAM ROAD, THENCE 0.3 MILE SOUTHWEST
 PT0224'ACROSS A PASTURE, AT THE FOOT OF THE BLUFFS, 0.45 MILE SOUTH OF
 PT0224'A SMALL RED BARN, 69 FEET EAST OF THE CENTER LINE OF A TRAIL,
 PT0224'10 FEET WEST OF A FENCE, WELDED ON THE TOP OF A SECTION OF RAIL
 PT0224'WHICH IS INCASED IN AN 8 INCH IRON PIPE WITH A SCREW CAP ON THE
 PT0224'TOP AND PROJECTS 1.6 FEET ABOVE THE GROUND.  THE DEPTH OF THIS
 PT0224'MARK IS 65 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0697 ***********************************************************************
 PS0697  DESIGNATION -  CONVENT
 PS0697  PID         -  PS0697
 PS0697  STATE/COUNTY-  SD/HYDE
 PS0697  COUNTRY     -  US
 PS0697  USGS QUAD   -  STEPHAN (2017)
 PS0697
 PS0697                         *CURRENT SURVEY CONTROL
 PS0697  ______________________________________________________________________
 PS0697* NAD 83(1996) POSITION- 44 12 07.67504(N) 099 22 57.52226(W)   ADJUSTED
 PS0697* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 PS0697  ______________________________________________________________________
 PS0697  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 PS0697  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 PS0697  HORZ ORDER      -  FIRST
 PS0697
 PS0697.The horizontal coordinates were established by classical geodetic methods
 PS0697.and adjusted by the National Geodetic Survey in January 1998.
 PS0697
 PS0697.The orthometric height was scaled from a topographic map.
 PS0697
 PS0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0697.GEOID18 height accuracy estimate available here.
 PS0697
 PS0697.Click photographs - Photos may exist for this station.
 PS0697
 PS0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0697
 PS0697. The following values were computed from the NAD 83(1996) position.
 PS0697
 PS0697;                    North         East     Units Scale Factor Converg.
 PS0697;SPC SD N     -    41,170.512   649,349.164   MT  1.00004800   +0 26 12.9
 PS0697;SPC SD N     -   135,073.59  2,130,406.38   sFT  1.00004800   +0 26 12.9
 PS0697;SPC SD S     -   208,048.260   675,986.945   MT  0.99995876   +0 39 21.0
 PS0697;SPC SD S     -   682,571.67  2,217,800.50   sFT  0.99995876   +0 39 21.0
 PS0697;UTM  14      - 4,894,394.769   469,426.109   MT  0.99961150   -0 16 00.4
 PS0697
 PS0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0697!SPC SD N     -   0.99991410  x   1.00004800  =   0.99996209
 PS0697!SPC SD S     -   0.99991410  x   0.99995876  =   0.99987286
 PS0697!UTM  14      -   0.99991410  x   0.99961150  =   0.99952563
 PS0697
 PS0697:                Primary Azimuth Mark                     Grid Az
 PS0697:SPC SD N     -  CONVENT AZ MK                            059 27 05.4
 PS0697:SPC SD S     -  CONVENT AZ MK                            059 13 57.3
 PS0697:UTM  14      -  CONVENT AZ MK                            060 09 18.7
 PS0697
 PS0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6942694394(NAD 83)
 PS0697
 PS0697|---------------------------------------------------------------------|
 PS0697| PID    Reference Object                     Distance      Geod. Az  |
 PS0697|                                                           dddmmss.s |
 PS0697| CO5436 CONVENT AZ MK                                      0595318.3 |
 PS0697| CO5437 CONVENT RM 1                         26.893 METERS 18157     |
 PS0697| CO5438 CONVENT RM 2                         25.646 METERS 27352     |
 PS0697| PS0696 STEPHAN IMM CON CATH MSSION TK      APPROX. 7.5 KM 3104205.2 |
 PS0697|---------------------------------------------------------------------|
 PS0697
 PS0697                          SUPERSEDED SURVEY CONTROL
 PS0697
 PS0697  NAD 83(1986)-  44 12 07.67295(N)    099 22 57.52867(W) AD(       ) 1
 PS0697  NAD 27      -  44 12 07.71500(N)    099 22 56.15000(W) AD(       ) 1
 PS0697
 PS0697.Superseded values are not recommended for survey control.
 PS0697
 PS0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0697.See file dsdata.pdf to determine how the superseded data were derived.
 PS0697
 PS0697_MARKER: DS = TRIANGULATION STATION DISK
 PS0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0697_STAMPING: CONVENT 1948
 PS0697_MARK LOGO: CGS
 PS0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0697+STABILITY: SURFACE MOTION
 PS0697
 PS0697  HISTORY     - Date     Condition        Report By
 PS0697  HISTORY     - 1948     MONUMENTED       CGS
 PS0697  HISTORY     - 1951     GOOD             CGS
 PS0697
 PS0697                          STATION DESCRIPTION
 PS0697
 PS0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0697'ABOUT 3-1/2 MILES EAST AND 3 MILES SOUTH OF THE INDIAN SCHOOL
 PS0697'SETTLEMENT OF STEPHAN AND 10 MILES NORTH-NORTHEAST OF FORT
 PS0697'THOMPSON.  ABOUT 500 FOOT WEST OF THE CENTER AND EAST SIDE OF
 PS0697'SEC. 32, T. 109 N., R. 71 W.  IN THE CROW CREEK RESERVATION
 PS0697'AND ON GOVERNMENT LAND.  IT IS APPROXIMATELY 0.1 MILE WEST OF
 PS0697'A FENCE CORNER, 7 FEET SOUTH OF THE EAST-WEST FENCE LINE AND 4
 PS0697'FEET SOUTH OF AN UNPAINTED WITNESS POST.  THE MARK PROJECTS
 PS0697'ABOUT 3 INCHES AND THE DISC IS STAMPED CONVENT 1948.
 PS0697'
 PS0697'REFERENCE MARK NO. 1 IS 88.23 FEET SOUTH OF THE STATION AND 95
 PS0697'FEET SOUTH OF THE EAST-WEST FENCE LINE.  THE MARK PROJECTS
 PS0697'ABOUT 8 INCHES AND THE DISC IS STAMPED CONVENT NO 1 1948.
 PS0697'
 PS0697'REFERENCE MARK NO. 2 IS 84.14 FEET WEST OF THE STATION AND 1
 PS0697'FOOT SOUTH OF THE EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT
 PS0697'5 INCHES AND THE DISC IS STAMPED CONVENT NO 2 1948.
 PS0697'
 PS0697'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHEAST OF THE STATION,
 PS0697'IN THE NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF AN UNPAINTED
 PS0697'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS
 PS0697'STAMPED CONVENT 1948.
 PS0697'
 PS0697'THE STATION WAS REACHED FROM THE ROAD INTERSECTION, JUST EAST OF
 PS0697'FORT THOMPSON, BY GOING NORTHERLY ON STATE HIGHWAY 47 FOR 9.9
 PS0697'MILES TO THE HYDE COUNTY LINE.  THENCE CONTINUE ON HIGHWAY FOR
 PS0697'4.0 MILES TO A CROSSROADS AND A SIGN, STEPHAN 1 MILE.  HERE
 PS0697'TURN RIGHT AND GO EAST FOR 4.0 MILES TO A ROAD INTERSECTION.
 PS0697'TAKE RIGHT FORK AND GO SOUTHERLY FOR 3.2 MILES TO A WIRE GATE
 PS0697'ON THE RIGHT, 0.1 MILE BEYOND A SMALL CONCRETE BRIDGE.  TURN
 PS0697'RIGHT, THRU THE GATE AND FOLLOW FARM ROAD FOR 0.7 MILE TO A
 PS0697'REVERSE FORKS AT THE SOUTHWEST CORNER OF BARN LOTS.  TURN
 PS0697'SHARP LEFT AND GO ABOUT 50 YARDS TO A FORKS.  LEAVE FARM ROAD
 PS0697'AND GO ACROSS COUNTRY FOR 0.85 MILES, IN A SOUTHWESTERLY
 PS0697'DIRECTION AND TOWARDS A FENCE, TO THE AZIMUTH MARK IN THE
 PS0697'FENCE LINE AS DESCRIBED ABOVE.  THENCE CONTINUE SOUTH
 PS0697'AND WEST, ALONG THE FENCE LINE FOR 0.15 MILE TO THE STATION
 PS0697'SITE.
 PS0697'
 PS0697'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 PS0697
 PS0697                          STATION RECOVERY (1951)
 PS0697
 PS0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0697'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948 AND
 PS0697'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE OLD TO REACH
 PS0697'WAS NOT CHECKED AND A COMPLETE AND NEW TO REACH FOLLOWS--
 PS0697'
 PS0697'TO REACH THE STATION FROM THE POST OFFICE IN HIGHMORE, GO WEST
 PS0697'FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT (SOUTH) AND FOLLOW
 PS0697'STATE ROUTE 47 FOR 18 MILES TO A CROSSROADS AND SIGN STEPHAN 1
 PS0697'MILE.  TURN LEFT (EAST) AND GO 4.0 MILES TO A FORK.  TAKE
 PS0697'RIGHT FORK AND GO SOUTHERLY FOR 3.2 MILES TO A GATE ON RIGHT.
 PS0697'PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.7 MILE TO A
 PS0697'REVERSE FORKS AT THE SOUTHWEST CORNER OF BARN LOTS.  TURN SHARP
 PS0697'LEFT AND FOLLOW FARM ROAD FOR ABOUT 50 YARDS TO A GATE.  PASS
 PS0697'THROUGH GATE AND GO ABOUT 50 FEET TO A FORKS.  TAKE LEFT
 PS0697'FORK AND FOLLOW DIM TRACK ROAD SOUTHWESTERLY ACROSS FIELD FOR
 PS0697'0.9 MILE TO STATION.
 PS0697'
 PS0697'TO REACH AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG FENCE
 PS0697'FOR 0.15 MILE.  TURN LEFT AT FENCE CORNER AND GO NORTH FOR 0.05
 PS0697'MILE TO AZIMUTH MARK.
 PS0697'
 PS0697'A DIFFERENCE WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK
 PS0697'AND R.M. NO. 2.
 PS0697'
 PS0697'HEIGHT OF SIGNAL ABOVE STATION MARK.  14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0958 ***********************************************************************
 PR0958  DESIGNATION -  COOK
 PR0958  PID         -  PR0958
 PR0958  STATE/COUNTY-  SD/MOODY
 PR0958  COUNTRY     -  US
 PR0958  USGS QUAD   -  FLANDREAU NW (2017)
 PR0958
 PR0958                         *CURRENT SURVEY CONTROL
 PR0958  ______________________________________________________________________
 PR0958* NAD 83(1996) POSITION- 44 08 51.59194(N) 096 38 55.03870(W)   ADJUSTED
 PR0958* NAVD 88 ORTHO HEIGHT -   496.    (meters)     1627.    (feet) SCALED
 PR0958  ______________________________________________________________________
 PR0958  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 PR0958  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 PR0958  HORZ ORDER      -  THIRD
 PR0958
 PR0958.The horizontal coordinates were established by classical geodetic methods
 PR0958.and adjusted by the National Geodetic Survey in January 1998.
 PR0958
 PR0958.The orthometric height was scaled from a topographic map.
 PR0958
 PR0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0958.GEOID18 height accuracy estimate available here.
 PR0958
 PR0958.Click photographs - Photos may exist for this station.
 PR0958
 PR0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0958
 PR0958. The following values were computed from the NAD 83(1996) position.
 PR0958
 PR0958;                    North         East     Units Scale Factor Converg.
 PR0958;SPC SD S     -   208,099.450   894,691.141   MT  0.99994951   +2 32 30.9
 PR0958;SPC SD S     -   682,739.61  2,935,332.52   sFT  0.99994951   +2 32 30.9
 PR0958;UTM  14      - 4,890,962.268   688,053.115   MT  1.00003495   +1 38 17.7
 PR0958
 PR0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0958!SPC SD S     -   0.99992624  x   0.99994951  =   0.99987576
 PR0958!UTM  14      -   0.99992624  x   1.00003495  =   0.99996119
 PR0958
 PR0958:                Primary Azimuth Mark                     Grid Az
 PR0958:SPC SD S     -  COOK AZ MK                               177 17 02.3
 PR0958:UTM  14      -  COOK AZ MK                               178 11 15.5
 PR0958
 PR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8805390962(NAD 83)
 PR0958
 PR0958|---------------------------------------------------------------------|
 PR0958| PID    Reference Object                     Distance      Geod. Az  |
 PR0958|                                                           dddmmss.s |
 PR0958| CO8378 COOK RM 2                            16.515 METERS 00206     |
 PR0958| CO8376 COOK AZ MK                                         1794933.2 |
 PR0958| CO8377 COOK RM 1                            12.950 METERS 26850     |
 PR0958|---------------------------------------------------------------------|
 PR0958
 PR0958                          SUPERSEDED SURVEY CONTROL
 PR0958
 PR0958  NAD 83(1986)-  44 08 51.59234(N)    096 38 55.01735(W) AD(       ) 3
 PR0958  NAD 27      -  44 08 51.69600(N)    096 38 53.84600(W) AD(       ) 3
 PR0958
 PR0958.Superseded values are not recommended for survey control.
 PR0958
 PR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0958.See file dsdata.pdf to determine how the superseded data were derived.
 PR0958
 PR0958_MARKER: DS = TRIANGULATION STATION DISK
 PR0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0958_STAMPING: COOK 1949
 PR0958_MARK LOGO: CGS
 PR0958_PROJECTION: FLUSH
 PR0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0958+STABILITY: SURFACE MOTION
 PR0958
 PR0958  HISTORY     - Date     Condition        Report By
 PR0958  HISTORY     - 1949     MONUMENTED       CGS
 PR0958
 PR0958                          STATION DESCRIPTION
 PR0958
 PR0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0958'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF FLANDREAU,
 PR0958'ABOUT 7 MILES EAST OF U.S. HIGHWAY 77, ON PROPERTY OWNED AND
 PR0958'OCCUPIED BY MR. HARLEY COOK.  IT IS ABOUT 100 YARDS SOUTHEAST
 PR0958'OF A FARM HOUSE, 37 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 PR0958'GRAVELED ROAD, 6 FEET NORTHWEST OF A FENCE CORNER, AND 4 FEET
 PR0958'NORTH OF A WITNESS POST.  THE DISK IS STAMPED COOK 1949 AND IS
 PR0958'SET FLUSH.
 PR0958'
 PR0958'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST-WEST FENCELINE.
 PR0958'THE DISK IS STAMPED COOK NO 1 1949 AN IS SET FLUSH.
 PR0958'
 PR0958'REFERENCE MARK NO. 2 IS 72 FEET SOUTH OF THE CENTERLINE OF A
 PR0958'DRIVEWAY, 35 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IS
 PR0958'SET ON THE BANK OF BAR DITCH.  THE DISK IS STAMPED COOK NO 2
 PR0958'1949 AND IS SET FLUSH.
 PR0958'
 PR0958'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF THE
 PR0958'ROAD, 2 FEET NORTHWEST OF A FENCE CORNER, AND 1 FOOT NORTHEAST
 PR0958'OF A WITNESS POST.  THE DISK IS STAMPED COOK 1949 AND PROJECTS
 PR0958'4 INCHES.
 PR0958'
 PR0958'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 PR0958'MAIN STREET, IN FLANDREAU, GO NORTH ON HIGHWAY 34 FOR 1 BLOCK,
 PR0958'THEN TURN LEFT AND GO WEST FOR 2.75 MILES TO A CROSS ROAD.  TURN
 PR0958'RIGHT AND GO NORTH FOR 5.6 MILES TO THE BRIDGE OVER THE BIG
 PR0958'SIOUX RIVER.  CONTINUE FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 PR0958'LEFT.  CONTINUE FOR 0.4 MILE TO THE STATION ON THE LEFT.
 PR0958'
 PR0958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0788 ***********************************************************************
 OS0788  DESIGNATION -  COOK
 OS0788  PID         -  OS0788
 OS0788  STATE/COUNTY-  SD/JACKSON
 OS0788  COUNTRY     -  US
 OS0788  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0788
 OS0788                         *CURRENT SURVEY CONTROL
 OS0788  ______________________________________________________________________
 OS0788* NAD 83(1996) POSITION- 43 59 30.45550(N) 101 47 40.07517(W)   ADJUSTED
 OS0788* NAVD 88 ORTHO HEIGHT -   721.    (meters)     2365.    (feet) SCALED
 OS0788  ______________________________________________________________________
 OS0788  GEOID HEIGHT    -        -20.634 (meters)                     GEOID18
 OS0788  LAPLACE CORR    -         -9.15  (seconds)                    DEFLEC18
 OS0788  HORZ ORDER      -  THIRD
 OS0788
 OS0788.The horizontal coordinates were established by classical geodetic methods
 OS0788.and adjusted by the National Geodetic Survey in January 1998.
 OS0788
 OS0788.The orthometric height was scaled from a topographic map.
 OS0788
 OS0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0788.GEOID18 height accuracy estimate available here.
 OS0788
 OS0788.Click photographs - Photos may exist for this station.
 OS0788
 OS0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0788
 OS0788. The following values were computed from the NAD 83(1996) position.
 OS0788
 OS0788;                    North         East     Units Scale Factor Converg.
 OS0788;SPC SD S     -   185,273.982   482,806.488   MT  0.99992807   -1 00 28.7
 OS0788;SPC SD S     -   607,853.06  1,584,007.62   sFT  0.99992807   -1 00 28.7
 OS0788;UTM  14      - 4,874,758.222   275,922.093   MT  1.00021759   -1 56 30.2
 OS0788
 OS0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0788!SPC SD S     -   0.99989012  x   0.99992807  =   0.99981820
 OS0788!UTM  14      -   0.99989012  x   1.00021759  =   1.00010769
 OS0788
 OS0788:                Primary Azimuth Mark                     Grid Az
 OS0788:SPC SD S     -  GUIDE                                    324 51 42.6
 OS0788:UTM  14      -  GUIDE                                    325 47 44.1
 OS0788
 OS0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7592274758(NAD 83)
 OS0788
 OS0788|---------------------------------------------------------------------|
 OS0788| PID    Reference Object                     Distance      Geod. Az  |
 OS0788|                                                           dddmmss.s |
 OS0788| CP9062 COOK RM 2                            18.500 METERS 10707     |
 OS0788| PT0756 GUIDE                               APPROX. 6.3 KM 3235113.9 |
 OS0788| CP9061 COOK RM 1                            15.159 METERS 34936     |
 OS0788|---------------------------------------------------------------------|
 OS0788
 OS0788                          SUPERSEDED SURVEY CONTROL
 OS0788
 OS0788  NAD 83(1995)-  43 59 30.44791(N)    101 47 40.07696(W) AD(       ) 3
 OS0788  NAD 83(1986)-  43 59 30.44770(N)    101 47 40.07722(W) AD(       ) 3
 OS0788  NAD 27      -  43 59 30.48490(N)    101 47 38.54970(W) AD(       ) 3
 OS0788
 OS0788.Superseded values are not recommended for survey control.
 OS0788
 OS0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0788.See file dsdata.pdf to determine how the superseded data were derived.
 OS0788
 OS0788_MARKER: DS = TRIANGULATION STATION DISK
 OS0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0788_STAMPING: COOK 1961
 OS0788_MARK LOGO: CGS
 OS0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0788+STABILITY: SURFACE MOTION
 OS0788
 OS0788  HISTORY     - Date     Condition        Report By
 OS0788  HISTORY     - 1961     MONUMENTED       CGS
 OS0788
 OS0788                          STATION DESCRIPTION
 OS0788
 OS0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0788'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PHILIP, 6 MILES
 OS0788'EAST-NORTHEAST OF COTTONWOOD AND IT IS IN THE NORTHWEST 1/4 SECTION
 OS0788'1, T 1 S, R 19 E, ABOUT 150 FEET SOUTH OF U.S. HIGHWAY 14 ON
 OS0788'THE SUMMIT OF A SMALL BARE TOPPED KNOLL, 109.0 FEET SOUTH OF A
 OS0788'WEST GATE POST AND 6.9 FEET NORTHEAST OF A FENCE CORNER POST.  IT
 OS0788'IS A STANDARD DISK CEMENTED IN THE TOP OF A 12 INCH
 OS0788'CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--COOK 1961 AND
 OS0788'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OS0788'
 OS0788'THE SUB-SURFACE MARK IS SET 49 INCHES BELOW THE GROUND SURFACE.
 OS0788'
 OS0788'TO REACH THE STATION FROM THE POST OFFICE IN PHILIP, GO WESTERLY
 OS0788'ON PINE STREET FOR 1.0 MILE TO U.S. HIGHWAY 14, TURN LEFT AND GO
 OS0788'WEST ON U.S. HIGHWAY 14 FOR 7.0 MILES TO THE SUMMIT OF A LOW RIDGE
 OS0788'AND A WIRE GATE ON THE LEFT.  (TO REACH THE AZIMUTH MARK,
 OS0788'CONTINUE WESTERLY ON U.S. HIGHWAY 14 FOR 0.8 MILES TO A
 OS0788'GRADER-DITCH CROSSING AN AZIMUTH MARK ON THE LEFT.) TURN LEFT
 OS0788'THROUGH GATE TO THE SUMMIT OF THE KNOLL AND STATION AS
 OS0788'DESCRIBED.
 OS0788'
 OS0788'R.M. 1 IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND ABOUT THE
 OS0788'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED IN
 OS0788'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS
 OS0788'STAMPED--COOK NO 1 1961 AND PROJECTS 1 INCH ABOVE THE GROUND
 OS0788'SURFACE.
 OS0788'
 OS0788'R.M. 2 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND ABOUT THE
 OS0788'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED
 OS0788'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS
 OS0788'STAMPED--COOK NO 2 1961 AND PROJECTS 1 INCH ABOVE THE GROUND
 OS0788'SURFACE.
 OS0788'
 OS0788'PICTURE POINT IS THE WEST GATE POST MENTIONED IN THE DESCRIPTION
 OS0788'ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0408 ***********************************************************************
 QQ0408  DESIGNATION -  COOLEY
 QQ0408  PID         -  QQ0408
 QQ0408  STATE/COUNTY-  SD/CODINGTON
 QQ0408  COUNTRY     -  US
 QQ0408  USGS QUAD   -  FLORENCE (2017)
 QQ0408
 QQ0408                         *CURRENT SURVEY CONTROL
 QQ0408  ______________________________________________________________________
 QQ0408* NAD 83(1996) POSITION- 45 00 22.51268(N) 097 19 33.09608(W)   ADJUSTED
 QQ0408* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 QQ0408  ______________________________________________________________________
 QQ0408  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 QQ0408  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 QQ0408  HORZ ORDER      -  FIRST
 QQ0408
 QQ0408.The horizontal coordinates were established by classical geodetic methods
 QQ0408.and adjusted by the National Geodetic Survey in January 1998.
 QQ0408
 QQ0408.The orthometric height was scaled from a topographic map.
 QQ0408
 QQ0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0408.GEOID18 height accuracy estimate available here.
 QQ0408
 QQ0408.Click photographs - Photos may exist for this station.
 QQ0408
 QQ0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0408
 QQ0408. The following values were computed from the NAD 83(1996) position.
 QQ0408
 QQ0408;                    North         East     Units Scale Factor Converg.
 QQ0408;SPC SD N     -   133,819.020   810,773.431   MT  0.99993942   +1 53 33.3
 QQ0408;SPC SD N     -   439,037.90  2,660,012.50   sFT  0.99993942   +1 53 33.3
 QQ0408;UTM  14      - 4,985,008.379   631,933.510   MT  0.99981404   +1 11 02.7
 QQ0408
 QQ0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0408!SPC SD N     -   0.99991546  x   0.99993942  =   0.99985489
 QQ0408!UTM  14      -   0.99991546  x   0.99981404  =   0.99972952
 QQ0408
 QQ0408:                Primary Azimuth Mark                     Grid Az
 QQ0408:SPC SD N     -  COOLEY AZ MK                             309 27 45.6
 QQ0408:UTM  14      -  COOLEY AZ MK                             310 10 16.2
 QQ0408
 QQ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3193385008(NAD 83)
 QQ0408
 QQ0408|---------------------------------------------------------------------|
 QQ0408| PID    Reference Object                     Distance      Geod. Az  |
 QQ0408|                                                           dddmmss.s |
 QQ0408| CO5440 COOLEY RM 1                           8.391 METERS 20356     |
 QQ0408| CO5441 COOLEY RM 2                           8.349 METERS 29338     |
 QQ0408| CO5439 COOLEY AZ MK                                       3112118.9 |
 QQ0408| QQ0410 FLORENCE IMMAC CONCEPT CATH CH      APPROX. 5.5 KM 3553159.8 |
 QQ0408| QQ0409 FLORENCE PUBLIC SCHOOL BELFRY       APPROX. 5.3 KM 3560427.3 |
 QQ0408|---------------------------------------------------------------------|
 QQ0408
 QQ0408                          SUPERSEDED SURVEY CONTROL
 QQ0408
 QQ0408  NAD 83(1986)-  45 00 22.51150(N)    097 19 33.07884(W) AD(       ) 1
 QQ0408  NAD 27      -  45 00 22.64136(N)    097 19 31.79594(W) AD(       ) 1
 QQ0408
 QQ0408.Superseded values are not recommended for survey control.
 QQ0408
 QQ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0408.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0408
 QQ0408_MARKER: DS = TRIANGULATION STATION DISK
 QQ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0408_STAMPING: COOLEY 1952
 QQ0408_MARK LOGO: CGS
 QQ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0408+STABILITY: SURFACE MOTION
 QQ0408
 QQ0408  HISTORY     - Date     Condition        Report By
 QQ0408  HISTORY     - 1952     MONUMENTED       CGS
 QQ0408
 QQ0408                          STATION DESCRIPTION
 QQ0408
 QQ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0408'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF FLORENCE AND 1 MILE
 QQ0408'EAST-NORTHEAST OF COOLEY LAKE, ON THE SUMMIT OF A HILL, WHICH
 QQ0408'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND IN THE NORTHWEST
 QQ0408'1/4 SEC. 28, T 118 10, R 54 W, ON LAND OWNED BY
 QQ0408'J. H. JOHNSON.  IT IS ABOUT 150 FEET SOUTH OF THE CENTER OF A
 QQ0408'GRAVELED ROAD, 101 FEET SOUTH OF A FENCE AND 7 FEET NORTHWEST OF
 QQ0408'A 4 X 4 INCH WHITE WITNESS POST.
 QQ0408'
 QQ0408'TO REACH THE STATION FROM THE PUBLIC SCHOOL IN FLORENCE, GO
 QQ0408'SOUTH ON A GRAVELED ROAD FOR 3.15 MILES TO THE AZIMUTH MARK ON
 QQ0408'THE RIGHT, CONTINUE SOUTH 0.15 MILE TO A SIDE ROAD ON THE LEFT,
 QQ0408'TURN LEFT AND GO EAST 0.25 MILE TO THE STATION ON THE RIGHT.
 QQ0408'
 QQ0408'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED COOLEY
 QQ0408'1952.
 QQ0408'
 QQ0408'REFERENCE MARK 1 IS 127 FEET SOUTH OF THE FENCE.  THE MARK
 QQ0408'PROJECTS 2 INCHES AND THE DISK IS STAMPED COLLEY NO 1 1952.
 QQ0408'
 QQ0408'REFERENCE MARK 2 IS 100 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS
 QQ0408'4 INCHES AND DISK IS STAMPED COOLEY NO 2 1952.
 QQ0408'
 QQ0408'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF A GRAVELED
 QQ0408'ROAD, 2 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT
 QQ0408'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QQ0408'STAMPED COOLEY 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2148 ***********************************************************************
 PU2148  DESIGNATION -  COOPER
 PU2148  PID         -  PU2148
 PU2148  STATE/COUNTY-  SD/MEADE
 PU2148  COUNTRY     -  US
 PU2148  USGS QUAD   -  REED DAM (2017)
 PU2148
 PU2148                         *CURRENT SURVEY CONTROL
 PU2148  ______________________________________________________________________
 PU2148* NAD 83(1996) POSITION- 44 48 57.79608(N) 102 14 45.98030(W)   ADJUSTED
 PU2148* NAVD 88 ORTHO HEIGHT -   780.    (meters)     2559.    (feet) SCALED
 PU2148  ______________________________________________________________________
 PU2148  GEOID HEIGHT    -        -19.158 (meters)                     GEOID18
 PU2148  LAPLACE CORR    -         -7.80  (seconds)                    DEFLEC18
 PU2148  HORZ ORDER      -  FIRST
 PU2148
 PU2148.The horizontal coordinates were established by classical geodetic methods
 PU2148.and adjusted by the National Geodetic Survey in January 1998.
 PU2148
 PU2148.The orthometric height was scaled from a topographic map.
 PU2148
 PU2148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2148.GEOID18 height accuracy estimate available here.
 PU2148
 PU2148.Click photographs - Photos may exist for this station.
 PU2148
 PU2148.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2148
 PU2148. The following values were computed from the NAD 83(1996) position.
 PU2148
 PU2148;                    North         East     Units Scale Factor Converg.
 PU2148;SPC SD N     -   111,666.292   422,368.062   MT  0.99994749   -1 35 22.8
 PU2148;SPC SD N     -   366,358.49  1,385,719.22   sFT  0.99994749   -1 35 22.8
 PU2148;UTM  13      - 4,966,206.438   717,743.011   MT  1.00018305   +1 56 30.5
 PU2148
 PU2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2148!SPC SD N     -   0.99988065  x   0.99994749  =   0.99982815
 PU2148!UTM  13      -   0.99988065  x   1.00018305  =   1.00006368
 PU2148
 PU2148:                Primary Azimuth Mark                     Grid Az
 PU2148:SPC SD N     -  COOPER AZ MK                             342 34 21.4
 PU2148:UTM  13      -  COOPER AZ MK                             339 02 28.1
 PU2148
 PU2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1774366206(NAD 83)
 PU2148
 PU2148|---------------------------------------------------------------------|
 PU2148| PID    Reference Object                     Distance      Geod. Az  |
 PU2148|                                                           dddmmss.s |
 PU2148| CP9064 COOPER RM 1                           7.910 METERS 10202     |
 PU2148| CP9065 COOPER RM 2                           7.134 METERS 19508     |
 PU2148| CP9063 COOPER AZ MK                                       3405858.6 |
 PU2148|---------------------------------------------------------------------|
 PU2148
 PU2148                          SUPERSEDED SURVEY CONTROL
 PU2148
 PU2148  NAD 83(1986)-  44 48 57.78781(N)    102 14 45.97967(W) AD(       ) 1
 PU2148  NAD 27      -  44 48 57.82040(N)    102 14 44.38650(W) AD(       ) 1
 PU2148
 PU2148.Superseded values are not recommended for survey control.
 PU2148
 PU2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2148.See file dsdata.pdf to determine how the superseded data were derived.
 PU2148
 PU2148_MARKER: DS = TRIANGULATION STATION DISK
 PU2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2148_STAMPING: COOPER 1950
 PU2148_MARK LOGO: CGS
 PU2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2148+STABILITY: SURFACE MOTION
 PU2148
 PU2148  HISTORY     - Date     Condition        Report By
 PU2148  HISTORY     - 1950     MONUMENTED       CGS
 PU2148  HISTORY     - 1954     GOOD             CGS
 PU2148  HISTORY     - 1962     GOOD             CGS
 PU2148
 PU2148                          STATION DESCRIPTION
 PU2148
 PU2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2148'STATION IS LOCATED ON A HIGH GRASSY HILL, ABOUT 15 MILES
 PU2148'SOUTHWEST OF FAITH, ABOUT 14 MILES NORTHWEST OF HOWES POST
 PU2148'OFFICE, 7 FEET EAST OF A WITNESS POST, AND ON LAND OWNED BY
 PU2148'MR. CAROL GENTER.
 PU2148'
 PU2148'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 73 AND U.S. HIGHWAY
 PU2148'212 IN FAITH, GO SOUTH ON HIGHWAY 73 FOR 12.45 MILES TO A SIDE
 PU2148'ROAD RIGHT.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 11.65
 PU2148'MILES TO A SCHOOLHOUSE ON RIGHT AND A SIDE ROAD LEFT.  TURN LEFT
 PU2148'AND GO 2.15 MILES TO A SIDE ROAD RIGHT AND TRACK ROAD LEFT.
 PU2148'TURN LEFT ON TRACK ROAD AND GO EAST FOR 1.1 MILES TO A WIRE
 PU2148'GATE AND AZIMUTH MARK ON RIGHT.  PASS THROUGH GATE AND GO
 PU2148'SOUTHEAST FOR 0.3 MILE TO TOP OF HILL AND STATION.
 PU2148'
 PU2148'STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED COOPER
 PU2148'1950.
 PU2148'
 PU2148'REFERENCE MARK NO. 1 IS 33 FEET EAST OF A WITNESS POST.  THE
 PU2148'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED COOPER NO 1 1950.
 PU2148'
 PU2148'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF A WITNESS POST.  THE
 PU2148'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED COOPER NO 2 1950.
 PU2148'
 PU2148'AZIMUTH MARK IS 5 FEET SOUTH OF A GATE POST, 3 FEET SOUTH OF A
 PU2148'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS
 PU2148'7 INCHES, AND THE DISK IS STAMPED COOPER 1950.
 PU2148'
 PU2148'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2148'CYLINDERS.
 PU2148'
 PU2148'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2148
 PU2148                          STATION RECOVERY (1954)
 PU2148
 PU2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 PU2148'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PU2148'TO BE IN GOOD CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE.
 PU2148
 PU2148                          STATION RECOVERY (1962)
 PU2148
 PU2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2148'THE STATION AND ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.
 PU2148'A SLIGHT DIFFERENCE IN THE DIRECTION TO REFERENCE MARK 2 AND THE
 PU2148'AZIMUTH MARK WAS FOUND.  THIS WAS CHECKED IN THE FIELD.
 PU2148'
 PU2148'THE STATION IS ON A HIGH GRASSY HILL ABOUT 15 MILES SOUTHWEST
 PU2148'OF FAITH AND 14 MILES NORTHWEST OF HOWES POST OFFICE, ON LAND
 PU2148'OWNED BY MRS. CAROL GENTER.
 PU2148'
 PU2148'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 PU2148'HIGHWAY 73 IN THE WEST EDGE OF FAITH.  GO WEST ON U.S. HIGHWAY 212
 PU2148'FOR 8.2 MILES TO A GRAVELED ROAD LEFT (SOUTH) AND SIGN AVANCE.
 PU2148'TURN LEFT AND GO SOUTHERLY ON GRAVELED ROAD FOR 15.2 MILES
 PU2148'TO A SCHOOLHOUSE ON THE RIGHT, JUST AFTER ROAD TAKES AN
 PU2148'EAST-WEST JOG.  TURN LEFT AND CONTINUE SOUTH ON MAIN GRAVELED
 PU2148'ROAD FOR 2.1 MILES TO AN INTERSECTION OF A POWERLINE AND
 PU2148'WHERE THE MAIN ROAD TURNS WEST.  TURN LEFT AND FOLLOW TRACKS
 PU2148'EAST ALONG SOUTH SIDE OF POWERLINE FOR 1.0 MILE TO THE
 PU2148'INTERSECTION OF A NORTH-SOUTH SECTION LINE FENCE AND THE
 PU2148'AZIMUTH MARK.  GO THROUGH GATE AND GO SOUTH ALONG EAST
 PU2148'SIDE OF FENCELINE FOR 0.25 MILE TO THE SUMMIT OF A
 PU2148'RIDGE.  TURN LEFT (EAST) AND GO FOR 0.1 MILE TO THE TOP OF HILL
 PU2148'AND THE STATION.
 PU2148'
 PU2148'THE STATION MARK IS A STANDARD DISK STAMPED COOPER 1950, SET
 PU2148'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PU2148'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 7 FEET WEST OF A
 PU2148'METAL WITNESS POST, AND 7 FEET EAST OF A WOODEN WITNESS POST.
 PU2148'
 PU2148'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COOPER NO 1 1950,
 PU2148'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PU2148'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 33 FEET EAST OF A
 PU2148'WOODEN WITNESS POST, AND 19 FEET EAST OF A METAL WITNESS POST.
 PU2148'
 PU2148'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COOPER NO 2 1950,
 PU2148'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PU2148'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 24 FEET SOUTHEAST
 PU2148'OF A WOODEN WITNESS POST, AND 23 FEET SOUTHWEST OF A METAL
 PU2148'WITNESS POST.
 PU2148'
 PU2148'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COOPER 1950, SET
 PU2148'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PU2148'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 26 FEET SOUTH OF A
 PU2148'NORTH-SOUTH AND EAST-WEST FENCE CORNER, 3 FEET NORTH OF A
 PU2148'NORTH-SOUTH AND EAST-WEST FENCE CORNER, AND 3 FEET SOUTH OF A
 PU2148'WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0747 ***********************************************************************
 PS0747  DESIGNATION -  CORA
 PS0747  PID         -  PS0747
 PS0747  STATE/COUNTY-  SD/SULLY
 PS0747  COUNTRY     -  US
 PS0747  USGS QUAD   -  GETTYSBURG MUNICIPAL AIRPORT SE (2017)
 PS0747
 PS0747                         *CURRENT SURVEY CONTROL
 PS0747  ______________________________________________________________________
 PS0747* NAD 83(1996) POSITION- 44 50 15.81316(N) 099 45 57.75613(W)   ADJUSTED
 PS0747* NAVD 88 ORTHO HEIGHT -   607.    (meters)     1991.    (feet) SCALED
 PS0747  ______________________________________________________________________
 PS0747  GEOID HEIGHT    -        -22.776 (meters)                     GEOID18
 PS0747  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 PS0747  HORZ ORDER      -  FIRST
 PS0747
 PS0747.The horizontal coordinates were established by classical geodetic methods
 PS0747.and adjusted by the National Geodetic Survey in January 1998.
 PS0747
 PS0747.The orthometric height was scaled from a topographic map.
 PS0747
 PS0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0747.GEOID18 height accuracy estimate available here.
 PS0747
 PS0747.Click photographs - Photos may exist for this station.
 PS0747
 PS0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0747
 PS0747. The following values were computed from the NAD 83(1996) position.
 PS0747
 PS0747;                    North         East     Units Scale Factor Converg.
 PS0747;SPC SD N     -   111,636.870   618,497.711   MT  0.99994602   +0 09 56.1
 PS0747;SPC SD N     -   366,261.96  2,029,187.91   sFT  0.99994602   +0 09 56.1
 PS0747;UTM  14      - 4,965,209.458   439,453.872   MT  0.99964508   -0 32 24.6
 PS0747
 PS0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0747!SPC SD N     -   0.99990835  x   0.99994602  =   0.99985437
 PS0747!UTM  14      -   0.99990835  x   0.99964508  =   0.99955346
 PS0747
 PS0747:                Primary Azimuth Mark                     Grid Az
 PS0747:SPC SD N     -  CORA AZ MK                               273 20 52.8
 PS0747:UTM  14      -  CORA AZ MK                               274 03 13.5
 PS0747
 PS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3945365209(NAD 83)
 PS0747
 PS0747|---------------------------------------------------------------------|
 PS0747| PID    Reference Object                     Distance      Geod. Az  |
 PS0747|                                                           dddmmss.s |
 PS0747| CO5445 CORA RM 1                            55.791 METERS 03531     |
 PS0747| PT0972 AGAR ST JOHNS EVAN LUTH CHURCH      APPROX.23.3 KM 2701840.9 |
 PS0747| PT0970 AGAR MUNICIPAL TANK                 APPROX.24.4 KM 2702728.8 |
 PS0747| AH8579 CORA AZ MK                                         2733048.9 |
 PS0747| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.24.1 KM 3234122.2 |
 PS0747| CO5446 CORA RM 2                            54.693 METERS 32643     |
 PS0747|---------------------------------------------------------------------|
 PS0747
 PS0747                          SUPERSEDED SURVEY CONTROL
 PS0747
 PS0747  NAD 83(1986)-  44 50 15.80786(N)    099 45 57.76228(W) AD(       ) 1
 PS0747  NAD 27      -  44 50 15.86400(N)    099 45 56.34000(W) AD(       ) 1
 PS0747
 PS0747.Superseded values are not recommended for survey control.
 PS0747
 PS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0747.See file dsdata.pdf to determine how the superseded data were derived.
 PS0747
 PS0747_MARKER: DS = TRIANGULATION STATION DISK
 PS0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0747_STAMPING: CORA 1935
 PS0747_MARK LOGO: CGS
 PS0747_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0747+STABILITY: SURFACE MOTION
 PS0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0747+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 PS0747
 PS0747  HISTORY     - Date     Condition        Report By
 PS0747  HISTORY     - 1935     MONUMENTED       CGS
 PS0747  HISTORY     - 1951     GOOD             CGS
 PS0747  HISTORY     - 1962     GOOD             CGS
 PS0747  HISTORY     - 1970     GOOD             LOCENG
 PS0747  HISTORY     - 1973     GOOD             USAF
 PS0747  HISTORY     - 19840320 GOOD             NGS
 PS0747  HISTORY     - 20020401 GOOD             DUCKS
 PS0747
 PS0747                          STATION DESCRIPTION
 PS0747
 PS0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0747'THIS STATION IS ABOUT 15 MILES E OF AGAR, 15 MILES SE OF
 PS0747'GETTYSBURG, AND 16 MILES S OF LEBANON, ABOUT 4 MILES S AND 4
 PS0747'MILES W OF THE NE CORNER OF SULLY COUNTY, 184 FEET S OF THE
 PS0747'CENTER OF THE N SIDE OF SEC. 29, T 116 N, R 74 W, CORA TOWNSHIP,
 PS0747'ON LAND OWNED BY GEORGE DUDLE OF AKRON, IOWA AND LEASED BY CHRIS
 PS0747'STEENSEN WHO LIVES 1-1/4 MILES E AND 1/4 MILE S OF THE STATION.
 PS0747'THE STATION IS 184 FEET S OF THE CENTER LINE OF THE SECTION
 PS0747'LINE ROAD, ABOUT 15 FEET E OF A TRAIL (1/2 SECTION LINE), ABOUT
 PS0747'100 FEET W OF THE E END OF THE TOP OF THE HILL, AND 80 FEET
 PS0747'NW OF A PILE OF BOULDERS.  THE MARK PROJECTS 6 INCHES.  THE
 PS0747'STATION IS ON A RIDGE WHICH OVERLOOKS A VALLEY TO THE N AND
 PS0747'AFFORDS A VIEW OF MANY MILES TO THE W, N, AND E.  THE
 PS0747'GROUND TO THE S IS SLIGHTLY HIGHER THAN THE STATION.
 PS0747'
 PS0747'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0747'BRONZE DISKS SET IN CONCRETE.
 PS0747'
 PS0747'REFERENCE MARK NO. 1 IS NE OF THE STATION, 35 FEET S OF THE
 PS0747'CENTER LINE OF THE ROAD, 4 FEET S OF THE EDGE OF THE ROAD DITCH, AND
 PS0747'112 FEET E OF THE TRAIL.  THE MARK PROJECTS 8 INCHES.  REFERENCE
 PS0747'MARK NO. 2 IS NW OF THE STATION, 33 FEET S OF THE CENTER LINE
 PS0747'OF THE ROAD, 3 FEET S OF THE EDGE OF THE DITCH, 93 FEET W OF
 PS0747'THE TRAIL, AND ABOUT 125 FEET E OF THE SUMMIT OF THE ROAD GRADE.
 PS0747'THE MARK PROJECTS 6 INCHES.
 PS0747'
 PS0747'THE AZIMUTH MARK IS W OF THE STATION, AT THE SUMMIT OF THE FIRST
 PS0747'RISE W OF THE STATION, NEAR THE NW CORNER OF SEC. 29, 36 FEET
 PS0747'S OF THE CENTER LINE OF ROAD, 4 FEET S OF EDGE OF DITCH, 33
 PS0747'FEET E OF THE CENTER LINE OF SECTION LINE ROAD, AND 2 FEET
 PS0747'E OF EDGE OF DITCH.  THE MARK PROJECTS 4 INCHES.
 PS0747'
 PS0747'TO REACH THE STATION FROM LEBANON, GO E FROM THE MAIN STREET FOR
 PS0747'1/2 MILE TO A N-S ROAD AT THE E EDGE OF TOWN.  GO S ON THIS ROAD
 PS0747'FOR 17 MILES OR 2 MILES S OF POINT WHERE ROAD TURNS S AFTER
 PS0747'WINDING AROUND THE W END OF AN OLD LAKE BED, TO CROSSROADS.
 PS0747'THENCE W 0.5 MILE TO THE SUMMIT OF THE ROAD GRADE AND THE STATION
 PS0747'ON LEFT.  TO REACH FROM AGAR GO E 15 MILES TO THE STATION.
 PS0747
 PS0747                          STATION RECOVERY (1951)
 PS0747
 PS0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0747'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PS0747'TO BE IN GOOD CONDITION.  THE 1935 DESCRIPTION BY C.A.S. IS
 PS0747'ADEQUATE.  THE OLD TO REACH DESCRIPTION WAS NOT CHECKED.  A NEW
 PS0747'TO REACH DESCRIPTION FOLLOWS--
 PS0747'
 PS0747'TO REACH THE STATION FROM THE POST OFFICE IN HOLABIRD, GO WEST
 PS0747'ON U.S. HIGHWAY 14 FOR 0.2 MILE TO A CROSSROADS.  TURN RIGHT
 PS0747'AND GO NORTH FOR 1.4 MILES.  TURN LEFT AND GO WEST FOR 0.5 MILE.
 PS0747'TURN RIGHT AND GO NORTH ON MAIN GRAVEL ROAD FOR 21.0 MILES TO A
 PS0747'GRAVEL SIDE ROAD AND SCHOOL HOUSE IN THE NORTHWEST CORNER.  TURN
 PS0747'LEFT AND GO WEST FOR 5.0 MILES TO A CROSSROADS.  TURN LEFT AND
 PS0747'GO SOUTH FOR 1.0 MILE.  TURN RIGHT AND GO WEST FOR 2.5 MILES TO
 PS0747'SUMMIT OF HILL AND STATION ON LEFT.
 PS0747'
 PS0747'HEIGHT OF SIGNAL ABOVE STATION MARK.  14 METERS.
 PS0747
 PS0747                          STATION RECOVERY (1962)
 PS0747
 PS0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 PS0747'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 PS0747'THE DESCRIPTION IS ADEQUATE.
 PS0747
 PS0747                          STATION RECOVERY (1970)
 PS0747
 PS0747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (HGL)
 PS0747'STATION RECOVERED BY E.H. SCHMIDT AND ASSOCIATES, INCORPORATED
 PS0747'CORA-GOOD.  REFERENCE MARK 1-GOOD.  AZIMUTH MK.-GOOD.
 PS0747
 PS0747                          STATION RECOVERY (1973)
 PS0747
 PS0747'RECOVERY NOTE BY US AIR FORCE 1973
 PS0747'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 PS0747'CONDITION.  FOR OUR USE, DESCRIPTION FROM HOLOBIRD IS TOO LENGHTY.
 PS0747'A NEW DESCRIPTION FOLLOWS--
 PS0747'
 PS0747'FROM POST OFFICE IN GETTYSBURG, GO NORTH ON A PAVED STREET 0.15
 PS0747'MILE TO U.S. HIGHWAY 212.  TURN RIGHT (EAST) AND GO 0.45 MILE
 PS0747'TO A POINT WHERE U.S. HIGHWAY 212 TURNS LEFT, A PAVED STREET
 PS0747'CONTINUES AND HOSPITAL SITE.  CONTINUE STRAIGHT AHEAD ON PAVED
 PS0747'STREET FOR 0.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 PS0747'FOR 11.6 MILES ON PAVED AND GRAVEL ROAD TO A CROSSROAD.  TURN
 PS0747'LEFT AND GO EAST FOR 8.7 MILES TO STATION ON THE RIGHT.  THE
 PS0747'STATION IS ON THE HIGHEST HILL IN THE VICINITY.
 PS0747'
 PS0747'THE STATION IS 184 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 PS0747'ROAD, ABOUT 100 FEET WEST OF THE EAST END OF TOP OF HILL, AND
 PS0747'80 FEET NORTHWEST OF A PILE OF BOULDERS.  THE MARK PROJECTS 6
 PS0747'INCHES.  TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON
 PS0747'GRAVEL ROAD FOR 0.45 TO SUMMITT OF FIRST HILL AND STATION ON
 PS0747'THE LEFT.  THE MARK IS 36 FEET WOUTH OF CENTER LINE OF ROAD, 33
 PS0747'FEET EAST OF CENTER LINE OF SECTION ROAD.
 PS0747
 PS0747                          STATION RECOVERY (1984)
 PS0747
 PS0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0747'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PS0747'CONDTION.  THE DIRECTIONS TO THE REFERENCE MARKS CHECKED THE 1951 DATA
 PS0747'REASONABLY WELL AND THE DISTANCES WERE NOTED TO BE 0.043 M (0.141 FT)
 PS0747'LONGER AND 0.020 M (0.066 FT) SHORTER TO REFERENCE MARKS 1 AND 2,
 PS0747'RESPECTIVELY.  A NEW ROUTE TO THE STATION WAS ESTABLISHED AND NEW
 PS0747'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 25 KM (15.55
 PS0747'MI) EAST OF AGAR, 24.2 KM (15.05 MI) SOUTHEAST OF GETTYSBURG, ON THE
 PS0747'NORTH SIDE OF S 29, T 116 N, R 74 W, AND ALONG THE SOUTH SIDE OF A
 PS0747'GRAVELED ROAD.  TO REACH THE STATION FROM THE POST OFFICE IN AGAR, GO
 PS0747'EAST ON ASPHALT STREET AND ROAD FOR 10.7 KM (6.65 MI) TO A CROSSROAD
 PS0747'AND THE END OF THE ASPHALT ROAD.  CONTINUE EAST, PASSING ALONG THE
 PS0747'NORTH SIDE OF COTTONWOOD LAKE, FOR 12.5 KM (7.75 MI) TO A
 PS0747'TOWER-SUPPORTED POWER LINE ACROSS THE ROAD.  CONTINUE EAST ALONG
 PS0747'GRAVELED ROAD FOR 1.1 KM (0.70 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 PS0747'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO THE STATION
 PS0747'ON THE RIGHT.  THE STATION IS A STANDARD CGS DISK STAMPED CORA 1935
 PS0747'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PS0747'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 55.5
 PS0747'METER (182.1 FT) S FROM THE CENTER OF THE GRAVELED ROAD.  4.3 METERS
 PS0747'(14.1 FT) E FROM THE EXTENDED CENTER OF AN APPROACH.  0.6 METER (2.0
 PS0747'FT) E FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 PS0747'STAMPED CORA NO 1 1935 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PS0747'12 INCHES (30 CM) IN DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE
 PS0747'GROUND. LOCATED 38.1 METERS (125.0 FT) E FROM A FENCE CORNER.  1.2
 PS0747'METERS (3.9 FT) N FROM A FENCE.  0.3 METER (1.0 FT) W FROM A WITNESS
 PS0747'POST, AND 4.6 FEET (1.4 M) 1.4 METER (4.6 FT) LOWER THAN THE STATION.
 PS0747'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED CORA NO 2 1935 SET
 PS0747'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PS0747'DIAMETER PROJECING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 24.4
 PS0747'METERS (80.1 FT) W FROM THE FENCE CORNER.  1.2 METER (3.9 FT) N FROM A
 PS0747'FENCE.  0.3 METER (1.0 FT) E FROM A WITNESS POST AND 3.6 FEET (1.1 M)
 PS0747'1.09 METER (3.58 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A
 PS0747'STANDARD CGS DISK STAMPED CORA 1935 SET INTO THE TOP OF A SQUARE
 PS0747'CONCRETE MONUMENT 14 INCHES (35 CM) IN DIAMETER PROJECTING 2 INCHES 5
 PS0747'CM ABOVE THE GROUND.  THE DISK IS A STANDARD CGS REFERENCE DISK,
 PS0747'RATHER THAN AN AZIMUTH DISK. LOCATED 11.0 METERS (36.1 FT) S FROM THE
 PS0747'CENTER OF THE GRAVELED ROAD.  9.1 METERS (29.9 FT) E FROM THE CENTER
 PS0747'OF A TRACK ROAD.  1.2 METER (3.9 FT) SW FROM A FENCE CORNER.  0.3
 PS0747'METER (1.0 FT) N FROM A WITNESS POST.
 PS0747
 PS0747                          STATION RECOVERY (2002)
 PS0747
 PS0747'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ)
 PS0747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0801 ***********************************************************************
 QS0801  DESIGNATION -  CORDEW RESET
 QS0801  PID         -  QS0801
 QS0801  STATE/COUNTY-  SD/CORSON
 QS0801  COUNTRY     -  US
 QS0801  USGS QUAD   -  GLENCROSS (2017)
 QS0801
 QS0801                         *CURRENT SURVEY CONTROL
 QS0801  ______________________________________________________________________
 QS0801* NAD 83(1996) POSITION- 45 28 22.03574(N) 100 57 20.64558(W)   ADJUSTED
 QS0801* NAVD 88 ORTHO HEIGHT -   663.    (meters)     2175.    (feet) SCALED
 QS0801  ______________________________________________________________________
 QS0801  GEOID HEIGHT    -        -21.279 (meters)                     GEOID18
 QS0801  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 QS0801  HORZ ORDER      -  THIRD
 QS0801
 QS0801.The horizontal coordinates were established by classical geodetic methods
 QS0801.and adjusted by the National Geodetic Survey in January 1998.
 QS0801
 QS0801.The orthometric height was scaled from a topographic map.
 QS0801
 QS0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0801.GEOID18 height accuracy estimate available here.
 QS0801
 QS0801.Click photographs - Photos may exist for this station.
 QS0801
 QS0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0801
 QS0801. The following values were computed from the NAD 83(1996) position.
 QS0801
 QS0801;                    North         East     Units Scale Factor Converg.
 QS0801;SPC SD N     -   182,624.919   525,269.902   MT  0.99996616   -0 40 35.1
 QS0801;SPC SD N     -   599,161.92  1,723,323.00   sFT  0.99996616   -0 40 35.1
 QS0801;UTM  14      - 5,037,333.672   347,131.552   MT  0.99988732   -1 23 40.4
 QS0801
 QS0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0801!SPC SD N     -   0.99989934  x   0.99996616  =   0.99986550
 QS0801!UTM  14      -   0.99989934  x   0.99988732  =   0.99978667
 QS0801
 QS0801:                Primary Azimuth Mark                     Grid Az
 QS0801:SPC SD N     -  CORDEW AZ MK                             267 43 32.3
 QS0801:UTM  14      -  CORDEW AZ MK                             268 26 37.6
 QS0801
 QS0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4713137333(NAD 83)
 QS0801
 QS0801|---------------------------------------------------------------------|
 QS0801| PID    Reference Object                     Distance      Geod. Az  |
 QS0801|                                                           dddmmss.s |
 QS0801| AI2575 CORDEW RM 1                          14.627 METERS 08952     |
 QS0801| AI2576 CORDEW RM 2                          22.299 METERS 17816     |
 QS0801| AI2574 CORDEW AZ MK                                       2670257.2 |
 QS0801| QS0800 CAIRN 7 MI NE OF TIMBER LAKE        APPROX. 2.5 KM 2861435.8 |
 QS0801|---------------------------------------------------------------------|
 QS0801
 QS0801                          SUPERSEDED SURVEY CONTROL
 QS0801
 QS0801  NAD 83(1986)-  45 28 22.02677(N)    100 57 20.64293(W) AD(       ) 3
 QS0801  NAD 27      -  45 28 22.02400(N)    100 57 19.13400(W) AD(       ) 3
 QS0801
 QS0801.Superseded values are not recommended for survey control.
 QS0801
 QS0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0801.See file dsdata.pdf to determine how the superseded data were derived.
 QS0801
 QS0801_MARKER: DH = HORIZONTAL CONTROL DISK
 QS0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0801_STAMPING: CORDEW 1952 1985
 QS0801_MARK LOGO: NGS
 QS0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0801+STABILITY: SURFACE MOTION
 QS0801
 QS0801  HISTORY     - Date     Condition        Report By
 QS0801  HISTORY     - 1985     MONUMENTED       NGS
 QS0801  HISTORY     - 19990623 MARK NOT FOUND   NGS
 QS0801
 QS0801                          STATION DESCRIPTION
 QS0801
 QS0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 QS0801'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 QS0801'REFERENCE MARK 2 AND THE AZIMUTH MARK CONCRETE MONUMENTS WITH THE DISK
 QS0801'STEMS INTACT WERE ALSO RECOVERED.  REFERENCE MARK 1 WAS NOT RECOVERED
 QS0801'AND APPEARS TO HAVE BEEN DESTROYED.  DIRECTIONS TO REFERENCE MARK 2
 QS0801'AND THE AZIMUTH MARK AGREED REASONABLY WITH THE 1952 DATA.  REFERENCE
 QS0801'MARK 3 WAS ESTABLISHED AT THIS TIME.  DESCRIPTIVE TEXT FOLLOWS.  THE
 QS0801'STATION IS LOCATED ABOUT 11 KM (6.85 MI) EAST-NORTHEAST OF TIMBER
 QS0801'LAKE, 3.5 KM (2.15 MI) NORTHWEST OF GLENCROSS, ALONG THE NORTH SIDE OF
 QS0801'HIGHWAY 20.  TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 QS0801'HIGHWAY 20, ON THE NORTH EDGE OF TIMBER LAKE, GO NORTH AND EAST ON
 QS0801'HIGHWAY 20 FOR 13.5 KM (8.40 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 QS0801'CONTINUE EAST ON THE HIGHWAY FOR 0.5 KM (0.30 MI) TO THE STATION ON
 QS0801'THE LEFT.  THE STATION IS A STANDARD NGS DISK STAMPED CORDEW 1952
 QS0801'1985, SET INTO THE TOP OF ROUND CONCRETE CONCRETE MONUMENT 10 INCHES
 QS0801'(25 CM) IN DIAMETER FLUSH WITH THE GROUND. LOCATED 11.2 METERS (36.7
 QS0801'FT) N FROM THE CENTER OF HIGHWAY 20.  10.5 METERS (34.4 FT) WSW FROM A
 QS0801'WITNESS POST.  2.65 METERS (8.69 FT) S FROM A FENCE.  REFERENCE MARK
 QS0801'NO 2 IS A PUNCH MARK IN A HEXAGON BOLT HEAD, WHICH IS DRIVEN INTO THE
 QS0801'OLD DISK STEM, WHICH IS SET INTO THE TOP OF A 10 INCH (25 CM) ROUND
 QS0801'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  LOCATED 26.3 METERS (86.3
 QS0801'FT) SW FROM A WITNESS POST. 11.1 METERS (36.4 FT) S FROM THE CENTER OF
 QS0801'HIGHWAY 20.  0.3 METER (1.0 FT) W FROM A WITNESS POST.  REFERENCE MARK
 QS0801'NO 3 IS A STANDARD NGS DISK STAMPED CORDEW 1952 NO 3 1985, SET INTO
 QS0801'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 QS0801'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 13.7 METERS
 QS0801'(44.9 FT) N FROM THE CENTER OF HIGHWAY 20.  0.3 METER (1.0 FT) S FROM
 QS0801'A FENCE.  0.3 METER (1.0 FT) NW FROM A WITNESS POST. AZIMUTH MARK NO 1
 QS0801'IS A STANDARD NGS DISK STAMPED CORDEW 1952 1985. SET INTO THE TOP OF A
 QS0801'ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH THE
 QS0801'GROUND.  LOCATED 26.9 METERS (88.3 FT) E FROM A FENCE CORNER.  12.0
 QS0801'METERS (39.4 FT) S FROM THE CENTER OF HIGHWAY 20.  0.25 METERS (0.82
 QS0801'FT) W FROM A WITNESS POST.
 QS0801
 QS0801                          STATION RECOVERY (1999)
 QS0801
 QS0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0801'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0541 ***********************************************************************
 PT0541  DESIGNATION -  CORN
 PT0541  PID         -  PT0541
 PT0541  STATE/COUNTY-  SD/HAAKON
 PT0541  COUNTRY     -  US
 PT0541  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0541
 PT0541                         *CURRENT SURVEY CONTROL
 PT0541  ______________________________________________________________________
 PT0541* NAD 83(1996) POSITION- 44 10 06.45146(N) 101 40 03.28931(W)   ADJUSTED
 PT0541* NAVD 88 ORTHO HEIGHT -   760.585 (meters)     2495.35  (feet) ADJUSTED
 PT0541  ______________________________________________________________________
 PT0541  GEOID HEIGHT    -        -21.030 (meters)                     GEOID18
 PT0541  LAPLACE CORR    -         -9.26  (seconds)                    DEFLEC18
 PT0541  DYNAMIC HEIGHT  -        760.371 (meters)     2494.65  (feet) COMP
 PT0541  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PT0541
 PT0541  HORZ ORDER      -  SECOND
 PT0541  VERT ORDER      -  FIRST     CLASS II
 PT0541
 PT0541.The horizontal coordinates were established by classical geodetic methods
 PT0541.and adjusted by the National Geodetic Survey in January 1998.
 PT0541
 PT0541.The orthometric height was determined by differential leveling and
 PT0541.adjusted by the NATIONAL GEODETIC SURVEY
 PT0541.in June 1991.
 PT0541
 PT0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0541.GEOID18 height accuracy estimate available here.
 PT0541
 PT0541.Click photographs - Photos may exist for this station.
 PT0541
 PT0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0541
 PT0541.The dynamic height is computed by dividing the NAVD 88
 PT0541.geopotential number by the normal gravity value computed on the
 PT0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0541.degrees latitude (g = 980.6199 gals.).
 PT0541
 PT0541.The modeled gravity was interpolated from observed gravity values.
 PT0541
 PT0541. The following values were computed from the NAD 83(1996) position.
 PT0541
 PT0541;                    North         East     Units Scale Factor Converg.
 PT0541;SPC SD S     -   204,728.982   493,297.991   MT  0.99995293   -0 55 13.6
 PT0541;SPC SD S     -   671,681.67  1,618,428.49   sFT  0.99995293   -0 55 13.6
 PT0541;UTM  14      - 4,894,043.958   286,732.826   MT  1.00015941   -1 51 33.8
 PT0541
 PT0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0541!SPC SD S     -   0.99988405  x   0.99995293  =   0.99983699
 PT0541!UTM  14      -   0.99988405  x   1.00015941  =   1.00004344
 PT0541
 PT0541:                Primary Azimuth Mark                     Grid Az
 PT0541:SPC SD S     -  CORN AZ MK                               003 38 28.2
 PT0541:UTM  14      -  CORN AZ MK                               004 34 48.4
 PT0541
 PT0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8673294043(NAD 83)
 PT0541
 PT0541|---------------------------------------------------------------------|
 PT0541| PID    Reference Object                     Distance      Geod. Az  |
 PT0541|                                                           dddmmss.s |
 PT0541| PT0537 CORN AZ MK                                         0024314.6 |
 PT0541| PT0539 CORN RM 2                            20.775 METERS 00539     |
 PT0541| PT0543 CORN RM 1                            23.688 METERS 08836     |
 PT0541| PT0542 CORN 2                               73.172 METERS 24054     |
 PT0541|---------------------------------------------------------------------|
 PT0541
 PT0541                          SUPERSEDED SURVEY CONTROL
 PT0541
 PT0541  NAD 83(1986)-  44 10 06.44403(N)    101 40 03.29070(W) AD(       ) 2
 PT0541  NAD 27      -  44 10 06.49490(N)    101 40 01.77710(W) AD(       ) 2
 PT0541  NGVD 29 (??/??/92)  760.129  (m)         2493.86   (f) ADJ UNCH    1 2
 PT0541  NGVD 29             760.13   (m)         2493.9    (f) LEVELING    3  
 PT0541
 PT0541.Superseded values are not recommended for survey control.
 PT0541
 PT0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0541.See file dsdata.pdf to determine how the superseded data were derived.
 PT0541
 PT0541_MARKER: DS = TRIANGULATION STATION DISK
 PT0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0541_STAMPING: CORN 1961
 PT0541_MARK LOGO: CGS
 PT0541_PROJECTION: RECESSED 41 CENTIMETERS
 PT0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0541+STABILITY: SURFACE MOTION
 PT0541
 PT0541  HISTORY     - Date     Condition        Report By
 PT0541  HISTORY     - 1961     MONUMENTED       CGS
 PT0541  HISTORY     - 1962     GOOD             CGS
 PT0541  HISTORY     - 1970     GOOD             NGS
 PT0541  HISTORY     - 1970     GOOD             NGS
 PT0541
 PT0541                          STATION DESCRIPTION
 PT0541
 PT0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0541'LOCATED, AIRLINE, ABOUT 16 MILES SOUTH OF BILLSBURG CORNER,
 PT0541'9 MILES NORTH OF PHILIP ON A LOW HUMP ON THE EAST END OF A
 PT0541'NORTHWEST-SOUTHEAST RIDGE IN CULTIVATED LAND ON THE WEST SIDE
 PT0541'OF STATE HIGHWAY 73 AND IN THE SOUTHEAST CORNER OF SECTION
 PT0541'35, T 3 N, R 20 E.
 PT0541'
 PT0541'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 73 AND U.S. HIGHWAY
 PT0541'14 ON THE NORTH EDGE OF PHILIP GO NORTH ON STATE HIGHWAY
 PT0541'73 FOR 8.7 MILES TO THE STATION ON THE LEFT.  CONTINUE NORTH
 PT0541'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PT0541'
 PT0541'THE STATION MARK, A STANDARD DISK STAMPED CORN 1961 SET IN THE
 PT0541'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER 16 INCHES BELOW
 PT0541'THE SURFACE OF THE GROUND, IS 58.3 FEET NORTH NORTHWEST OF
 PT0541'THE NORTH GATEPOST INTO THE FIELD, 46.0 FEET WEST OF THE
 PT0541'CENTERLINE OF STATE HIGHWAY 73, 7.7 FEET WEST OF THE WEST
 PT0541'RIGHT-OF-WAY FENCE, AND 7.3 FEET WEST OF A METAL WITNESS SIGN.
 PT0541'
 PT0541'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CORN NO 1 1961
 PT0541'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT0541'PROJECTING 1 INCH ABOVE GROUND, IS 31.9 FEET EAST OF THE CENTERLINE
 PT0541'OF THE HIGHWAY, 0.7 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 PT0541'AND ABOUT 2 FEET LOWER THAN THE STATION.
 PT0541'
 PT0541'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CORN NO 2
 PT0541'1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT0541'PROJECTING 4 INCHES ABOVE GROUND, IS 2.3 FEET SOUTH OF THE
 PT0541'BASE OF A POWERLINE POLE IN THE WEST RIGHT-OF-WAY FENCELINE,
 PT0541'AND 20 INCHES HIGHER THAN THE STATION MARK.
 PT0541'
 PT0541'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORN 1961 SET IN
 PT0541'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 PT0541'3 INCHES ABOVE GROUND, IS 33.0 FEET EAST OF THE CENTERLINE
 PT0541'OF THE HIGHWAY, 3.6 FEET SOUTH OF A METAL WITNESS SIGN, AND
 PT0541'0.5 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 PT0541'
 PT0541'THE PICTURE POINT FOR PHOTO CONTROL IS THE INTERSECTION OF
 PT0541'THE CENTERS OF STATE HIGHWAY 73 AND ACCESS ROAD TO FIELD ON THE
 PT0541'WEST.
 PT0541'
 PT0541'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 96.87 FEET, 29.524
 PT0541'METERS.
 PT0541
 PT0541                          STATION RECOVERY (1962)
 PT0541
 PT0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0541'9 MI N FROM PHILIP.
 PT0541'ABOUT 9.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0541'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 119 FEET NORTH
 PT0541'OF AN EAST-WEST FENCE, 70 FEET SOUTH OF A POWER POLE, 46 FEET
 PT0541'WEST OF THE CENTERLINE OF THE HIGHWAY, 7 1/2 FEET WEST OF A
 PT0541'FENCE, 7.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PT0541'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 18 INCHES
 PT0541'BELOW THE SURFACE OF THE GROUND.  NOTE-- DUE TO HIGHWAY IMPROVEMENTS
 PT0541'THE MARK WILL BE DESTROYED.  IT WAS LEFT INTACT FOR USE BY
 PT0541'THE STATE HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM AT
 PT0541'THE TIME OF CONSTRUCTION.  A NEW MARK CORN 2 1970 WAS SET NEARBY.
 PT0541
 PT0541                          STATION RECOVERY (1970)
 PT0541
 PT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0541'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 PT0541'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION, WITH THE EXCEPTIONS
 PT0541'THAT THE MEASUREMENTS TO THE REFERENCE MARKS WERE REVERSED
 PT0541'AND A SMALL DIFFERENCE WAS FOUND IN THE MEASUREMENT TO R.M. NO. 1.
 PT0541'DUE TO HIGHWAY IMPROVEMENTS ALL OF THE MARKS WILL BE DESTROYED.
 PT0541'A NEW STATION, CORN 2, WAS ESTABLISHED.  THE ORIGINAL MARKS
 PT0541'WERE LEFT INTACT FOR USE BY THE STATE HIGHWAY DEPT., AND WILL
 PT0541'BE REMOVED BY THEM AT THE TIME OF CONSTRUCTION.
 PT0541'
 PT0541'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR CORN 2.
 PT0541'
 PT0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 PT0541'NORTH OF PHILIP
 PT0541
 PT0541                          STATION RECOVERY (1970)
 PT0541
 PT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0542 ***********************************************************************
 PT0542  DESIGNATION -  CORN 2
 PT0542  PID         -  PT0542
 PT0542  STATE/COUNTY-  SD/HAAKON
 PT0542  COUNTRY     -  US
 PT0542  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0542
 PT0542                         *CURRENT SURVEY CONTROL
 PT0542  ______________________________________________________________________
 PT0542* NAD 83(1996) POSITION- 44 10 05.29821(N) 101 40 06.16694(W)   NO CHECK
 PT0542* NAVD 88 ORTHO HEIGHT -   760.68  (+/-2cm)     2495.7   (feet) VERTCON3
 PT0542  ______________________________________________________________________
 PT0542  GEOID HEIGHT    -        -21.027 (meters)                     GEOID18
 PT0542  LAPLACE CORR    -         -9.22  (seconds)                    DEFLEC18
 PT0542  HORZ ORDER      -  THIRD
 PT0542  VERT ORDER      -  THIRD (See Below)
 PT0542
 PT0542.The horizontal coordinates were established by classical geodetic methods
 PT0542.and adjusted by the National Geodetic Survey in January 1998.
 PT0542
 PT0542.No horizontal observational check was made to the station.
 PT0542
 PT0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0542
 PT0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0542.GEOID18 height accuracy estimate available here.
 PT0542
 PT0542.The vertical order pertains to the NGVD 29 superseded value.
 PT0542
 PT0542.Click photographs - Photos may exist for this station.
 PT0542
 PT0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0542
 PT0542. The following values were computed from the NAD 83(1996) position.
 PT0542
 PT0542;                    North         East     Units Scale Factor Converg.
 PT0542;SPC SD S     -   204,694.420   493,233.500   MT  0.99995288   -0 55 15.5
 PT0542;SPC SD S     -   671,568.28  1,618,216.91   sFT  0.99995288   -0 55 15.5
 PT0542;UTM  14      - 4,894,010.450   286,667.764   MT  1.00015975   -1 51 35.8
 PT0542
 PT0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0542!SPC SD S     -   0.99988404  x   0.99995288  =   0.99983692
 PT0542!UTM  14      -   0.99988404  x   1.00015975  =   1.00004377
 PT0542
 PT0542:                Primary Azimuth Mark                     Grid Az
 PT0542:SPC SD S     -  CORN 2 AZ MK                             010 50 30.7
 PT0542:UTM  14      -  CORN 2 AZ MK                             011 46 51.0
 PT0542
 PT0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8666794010(NAD 83)
 PT0542
 PT0542|---------------------------------------------------------------------|
 PT0542| PID    Reference Object                     Distance      Geod. Az  |
 PT0542|                                                           dddmmss.s |
 PT0542| PT0537 CORN AZ MK                                         0091930.3 |
 PT0542| PT0538 CORN 2 AZ MK                                       0095515.2 |
 PT0542| PT0541 CORN                                 73.172 METERS 06053     |
 PT0542| PT0544 CORN 2 RM 3                          14.642 METERS 08931     |
 PT0542| PT0540 CORN 2 RM 4                          13.692 METERS 26851     |
 PT0542|---------------------------------------------------------------------|
 PT0542
 PT0542                          SUPERSEDED SURVEY CONTROL
 PT0542
 PT0542  NAD 83(1986)-  44 10 05.29078(N)    101 40 06.16832(W) AD(       ) 3
 PT0542  NAD 27      -  44 10 05.34163(N)    101 40 04.65462(W) AD(       ) 3
 PT0542  NGVD 29 (??/??/??)  760.22   (m)         2494.2    (f) RESET       3  
 PT0542  NGVD 29             760.22   (m)         2494.2    (f) LEVELING    3  
 PT0542
 PT0542.Superseded values are not recommended for survey control.
 PT0542
 PT0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0542.See file dsdata.pdf to determine how the superseded data were derived.
 PT0542
 PT0542_MARKER: DS = TRIANGULATION STATION DISK
 PT0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0542_STAMPING: CORN 2 1970
 PT0542_MARK LOGO: CGS
 PT0542_PROJECTION: FLUSH
 PT0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0542+STABILITY: SURFACE MOTION
 PT0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0542+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 PT0542
 PT0542  HISTORY     - Date     Condition        Report By
 PT0542  HISTORY     - 1970     MONUMENTED       NGS
 PT0542  HISTORY     - 1970     GOOD             NGS
 PT0542  HISTORY     - 20160511 GOOD             INDIV
 PT0542
 PT0542                          STATION DESCRIPTION
 PT0542
 PT0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0542'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF PHILIP ON THE
 PT0542'WEST SIDE OF STATE HIGHWAY 73, ALONG THE NORTH SIDE OF AN
 PT0542'EAST-WEST FENCE LINE ALONG THE SOUTH SIDE OF A SECTION LINE
 PT0542'TRACK ROAD ON PROPERTY OF MR. TOM OMDAHL.
 PT0542'
 PT0542'THE STATION MARK IS A STANDARD DISK STAMPED CORN 2 1970,
 PT0542'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 PT0542'IS 256 FEET WEST OF THE CENTER OF HIGHWAY 73, 156 FEET WEST
 PT0542'OF THE WEST R.O.W. FENCE LINE, 30 FEET SOUTH OF CENTER OF
 PT0542'THE SECTION LINE TRACK ROAD, 2 FEET NORTH OF AN EAST-WEST FENCE
 PT0542'LINE AND A METAL WITNESS POST.
 PT0542'
 PT0542'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CORN 2 NO 3
 PT0542'1970, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PT0542'IT IS 208 FEET WEST OF THE CENTER OF THE HIGHWAY, 31 FEET SOUTH
 PT0542'OF THE CENTER OF TRACK ROAD, AND 1.4 FEET NORTH OF AN EAST-WEST
 PT0542'FENCE LINE AND A METAL WITNESS POST.
 PT0542'
 PT0542'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CORN 2 NO 4
 PT0542'1970, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PT0542'IT IS 301 FEET WEST OF THE CENTER OF THE HIGHWAY, 30 FEET
 PT0542'SOUTH OF CENTER OF TRACK ROAD, AND 1.9 FEET NORTH OF AN
 PT0542'EAST-WEST FENCE LINE AND A METAL WITNESS POST.
 PT0542'
 PT0542'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORN 2 1970, SET
 PT0542'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS
 PT0542'IN THE EAST R.O.W. FENCE LINE, 100 FEET EAST OF THE CENTER
 PT0542'OF THE HIGHWAY, AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 PT0542'
 PT0542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT0542'STATE HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON
 PT0542'HIGHWAY 73 FOR 8.7 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 PT0542'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 PT0542'HIGHWAY 73 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PT0542'
 PT0542'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED AS
 PT0542'THEY WERE SET NEARLY ON LINE THRU THE STATION MARK.
 PT0542
 PT0542                          STATION RECOVERY (1970)
 PT0542
 PT0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0542'9 MI N FROM PHILIP.
 PT0542'ABOUT 8.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0542'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, AT AN UNGRADED
 PT0542'SECTION LINE ROAD WEST, 256 FEET WEST OF THE CENTER OF HIGHWAY
 PT0542'73, 156 FEET WEST OF THE WEST R.O.W. FENCE LINE, 30 FEET SOUTH
 PT0542'OF THE CENTER OF TRACK ROAD, 2 FEET NORTH OF A METAL WITNESS
 PT0542'POST AND AN EAST-WEST FENCE LINE, AND SET IN A ROUND CONCRETE
 PT0542'MONUMENT FLUSH WITH THE GROUND.  IT IS ON PROPERTY OWNED BY
 PT0542'MR. TOM OMDAHL.
 PT0542
 PT0542                          STATION RECOVERY (2016)
 PT0542
 PT0542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RJT)
 PT0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0538 ***********************************************************************
 PT0538  DESIGNATION -  CORN 2 AZ MK
 PT0538  PID         -  PT0538
 PT0538  STATE/COUNTY-  SD/HAAKON
 PT0538  COUNTRY     -  US
 PT0538  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0538
 PT0538                         *CURRENT SURVEY CONTROL
 PT0538  ______________________________________________________________________
 PT0538* NAD 83(1986) POSITION- 44 10 25.     (N) 101 40 01.     (W)   SCALED
 PT0538* NAVD 88 ORTHO HEIGHT -   756.55  (meters)     2482.1   (feet) RESET
 PT0538  ______________________________________________________________________
 PT0538  GEOID HEIGHT    -        -21.032 (meters)                     GEOID18
 PT0538  VERT ORDER      -  THIRD
 PT0538
 PT0538.The horizontal coordinates were scaled from a map and have
 PT0538.an estimated accuracy of +/- 6 seconds.
 PT0538
 PT0538.The orthometric height was computed from unverified reset data.
 PT0538
 PT0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0538.GEOID18 height accuracy estimate available here.
 PT0538
 PT0538.Click photographs - Photos may exist for this station.
 PT0538
 PT0538;                    North         East    Units  Estimated Accuracy
 PT0538;SPC SD S     -   205,300.      493,360.      MT  (+/- 180 meters Scaled)
 PT0538
 PT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP868946(NAD 83)
 PT0538
 PT0538                          SUPERSEDED SURVEY CONTROL
 PT0538
 PT0538.No superseded survey control is available for this station.
 PT0538
 PT0538_MARKER: DZ = AZIMUTH MARK DISK
 PT0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0538_STAMPING: CORN 2 1970
 PT0538_MARK LOGO: CGS
 PT0538_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0538+STABILITY: SURFACE MOTION
 PT0538
 PT0538  HISTORY     - Date     Condition        Report By
 PT0538  HISTORY     - 1970     MONUMENTED       NGS
 PT0538
 PT0538                          STATION DESCRIPTION
 PT0538
 PT0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0538'9.3 MI N FROM PHILIP.
 PT0538'ABOUT 9.25 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0538'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, AT HIGHWAY
 PT0538'STATION 32 + 86, 100 FEET EAST OF THE CENTER OF HIGHWAY 73,
 PT0538'1.5 FEET NORTH OF A METAL WITNESS POST, AND SET IN A ROUND
 PT0538'CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS IN PASTURE
 PT0538'LAND OWNED BY MR. JAMES HEWITT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0544 ***********************************************************************
 PT0544  DESIGNATION -  CORN 2 RM 3
 PT0544  PID         -  PT0544
 PT0544  STATE/COUNTY-  SD/HAAKON
 PT0544  COUNTRY     -  US
 PT0544  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0544
 PT0544                         *CURRENT SURVEY CONTROL
 PT0544  ______________________________________________________________________
 PT0544* NAD 83(1986) POSITION- 44 10 05.30   (N) 101 40 05.51   (W)   HD_HELD1
 PT0544* NAVD 88 ORTHO HEIGHT -   760.58  (+/-2cm)     2495.3   (feet) VERTCON3
 PT0544  ______________________________________________________________________
 PT0544  GEOID HEIGHT    -        -21.028 (meters)                     GEOID18
 PT0544  VERT ORDER      -  THIRD (See Below)
 PT0544
 PT0544.The horizontal coordinates were determined by differentially corrected
 PT0544.hand held GPS observations or other comparable positioning techniques
 PT0544.and have an estimated accuracy of +/- 3 meters.
 PT0544
 PT0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0544
 PT0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0544.GEOID18 height accuracy estimate available here.
 PT0544
 PT0544.The vertical order pertains to the NGVD 29 superseded value.
 PT0544
 PT0544.Click photographs - Photos may exist for this station.
 PT0544
 PT0544;                    North         East    Units  Estimated Accuracy
 PT0544;SPC SD S     -   204,694.2     493,248.1     MT  (+/- 3 meters HH1 GPS) 
 PT0544
 PT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8668294010(NAD 83)
 PT0544
 PT0544                          SUPERSEDED SURVEY CONTROL
 PT0544
 PT0544  NGVD 29 (??/??/??)  760.12   (m)         2493.8    (f) RESET       3  
 PT0544
 PT0544.Superseded values are not recommended for survey control.
 PT0544
 PT0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0544.See file dsdata.pdf to determine how the superseded data were derived.
 PT0544
 PT0544_MARKER: DR = REFERENCE MARK DISK
 PT0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0544_STAMPING: CORN 2 NO 3 1970
 PT0544_MARK LOGO: CGS
 PT0544_PROJECTION: FLUSH
 PT0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0544+STABILITY: SURFACE MOTION
 PT0544
 PT0544  HISTORY     - Date     Condition        Report By
 PT0544  HISTORY     - 1970     MONUMENTED       NGS
 PT0544
 PT0544                          STATION DESCRIPTION
 PT0544
 PT0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0544'9 MI N FROM PHILIP.
 PT0544'ABOUT 8.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0544'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, AT AN UNGRADED
 PT0544'SECTION LINE ROAD WEST, 208 FEET WEST OF THE CENTER OF HIGHWAY
 PT0544'7L, 31 FEET SOUTH OF THE CENTER OF TRACK ROAD, 1.4 FEET NORTH
 PT0544'OF A METAL WITNESS POST AND AN EAST-WEST FENCE LINE, AND SET IN
 PT0544'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ON
 PT0544'PROPERTY OWNED BY MR. TOM OMDAHL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0540 ***********************************************************************
 PT0540  DESIGNATION -  CORN 2 RM 4
 PT0540  PID         -  PT0540
 PT0540  STATE/COUNTY-  SD/HAAKON
 PT0540  COUNTRY     -  US
 PT0540  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0540
 PT0540                         *CURRENT SURVEY CONTROL
 PT0540  ______________________________________________________________________
 PT0540* NAD 83(1986) POSITION- 44 10 05.29   (N) 101 40 06.78   (W)   HD_HELD1
 PT0540* NAVD 88 ORTHO HEIGHT -   760.66  (+/-2cm)     2495.6   (feet) VERTCON3
 PT0540  ______________________________________________________________________
 PT0540  GEOID HEIGHT    -        -21.026 (meters)                     GEOID18
 PT0540  VERT ORDER      -  THIRD (See Below)
 PT0540
 PT0540.The horizontal coordinates were determined by differentially corrected
 PT0540.hand held GPS observations or other comparable positioning techniques
 PT0540.and have an estimated accuracy of +/- 3 meters.
 PT0540
 PT0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0540
 PT0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0540.GEOID18 height accuracy estimate available here.
 PT0540
 PT0540.The vertical order pertains to the NGVD 29 superseded value.
 PT0540
 PT0540.Click photographs - Photos may exist for this station.
 PT0540
 PT0540;                    North         East    Units  Estimated Accuracy
 PT0540;SPC SD S     -   204,694.4     493,219.9     MT  (+/- 3 meters HH1 GPS) 
 PT0540
 PT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8665494010(NAD 83)
 PT0540
 PT0540                          SUPERSEDED SURVEY CONTROL
 PT0540
 PT0540  NGVD 29 (??/??/??)  760.20   (m)         2494.1    (f) RESET       3  
 PT0540
 PT0540.Superseded values are not recommended for survey control.
 PT0540
 PT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0540.See file dsdata.pdf to determine how the superseded data were derived.
 PT0540
 PT0540_MARKER: DR = REFERENCE MARK DISK
 PT0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0540_STAMPING: CORN 2 NO 4 1970
 PT0540_MARK LOGO: CGS
 PT0540_PROJECTION: FLUSH
 PT0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0540+STABILITY: SURFACE MOTION
 PT0540
 PT0540  HISTORY     - Date     Condition        Report By
 PT0540  HISTORY     - 1970     MONUMENTED       NGS
 PT0540
 PT0540                          STATION DESCRIPTION
 PT0540
 PT0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0540'9 MI N FROM PHILIP.
 PT0540'ABOUT 8.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0540'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, AT AN UNGRADED
 PT0540'SECTION LINE ROAD WEST, 301 FEET WEST OF THE CENTER OF HIGHWAY
 PT0540'73, 30 FEET SOUTH OF THE CENTER OF TRACK ROAD, 1.9 FEET NORTH
 PT0540'OF A METAL WITNESS POST AND AN EAST-WEST FENCE LINE, SET IN A
 PT0540'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ON PROPERTY
 PT0540'OWNED BY MR. TOM OMDAHL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0537 ***********************************************************************
 PT0537  DESIGNATION -  CORN AZ MK
 PT0537  PID         -  PT0537
 PT0537  STATE/COUNTY-  SD/HAAKON
 PT0537  COUNTRY     -  US
 PT0537  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0537
 PT0537                         *CURRENT SURVEY CONTROL
 PT0537  ______________________________________________________________________
 PT0537* NAD 83(1986) POSITION- 44 10 27.     (N) 101 40 02.     (W)   SCALED
 PT0537* NAVD 88 ORTHO HEIGHT -   755.627 (meters)     2479.09  (feet) ADJUSTED
 PT0537  ______________________________________________________________________
 PT0537  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 PT0537  DYNAMIC HEIGHT  -        755.414 (meters)     2478.39  (feet) COMP
 PT0537  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PT0537
 PT0537  VERT ORDER      -  FIRST     CLASS II
 PT0537
 PT0537.The horizontal coordinates were scaled from a map and have
 PT0537.an estimated accuracy of +/- 6 seconds.
 PT0537
 PT0537.The orthometric height was determined by differential leveling and
 PT0537.adjusted by the NATIONAL GEODETIC SURVEY
 PT0537.in June 1991.
 PT0537
 PT0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0537.GEOID18 height accuracy estimate available here.
 PT0537
 PT0537.Click photographs - Photos may exist for this station.
 PT0537
 PT0537.The dynamic height is computed by dividing the NAVD 88
 PT0537.geopotential number by the normal gravity value computed on the
 PT0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0537.degrees latitude (g = 980.6199 gals.).
 PT0537
 PT0537.The modeled gravity was interpolated from observed gravity values.
 PT0537
 PT0537;                    North         East    Units  Estimated Accuracy
 PT0537;SPC SD S     -   205,360.      493,340.      MT  (+/- 180 meters Scaled)
 PT0537
 PT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP867946(NAD 83)
 PT0537
 PT0537                          SUPERSEDED SURVEY CONTROL
 PT0537
 PT0537  NGVD 29 (??/??/92)  755.170  (m)         2477.59   (f) ADJ UNCH    1 2
 PT0537
 PT0537.Superseded values are not recommended for survey control.
 PT0537
 PT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0537.See file dsdata.pdf to determine how the superseded data were derived.
 PT0537
 PT0537_MARKER: DZ = AZIMUTH MARK DISK
 PT0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0537_STAMPING: CORN 1961
 PT0537_MARK LOGO: CGS
 PT0537_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0537+STABILITY: SURFACE MOTION
 PT0537
 PT0537  HISTORY     - Date     Condition        Report By
 PT0537  HISTORY     - 1961     MONUMENTED       CGS
 PT0537  HISTORY     - 1962     GOOD             CGS
 PT0537  HISTORY     - 1970     GOOD             NGS
 PT0537
 PT0537                          STATION DESCRIPTION
 PT0537
 PT0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0537'9.3 MI N FROM PHILIP.
 PT0537'ABOUT 9.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0537'AND NORTH WESTERN RAILROAD STATION AT PHILIP, ON THE SLOPE
 PT0537'OF A SMALL HILL, 53 FEET NORTH OF A TELEPHONE POLE, 32 FEET
 PT0537'EAST OF THE CENTERLINE OF THE HIGHWAY, 3.7 FEET SOUTH OF A
 PT0537'METAL WITNESS POST, 1/2 FOOT WEST OF A FENCE, ABOUT 1 FOOT
 PT0537'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PT0537'POST PROJECTING ABOUT 3 INCHES.  NOTE-- DUE TO HIGHWAY IMPROVEMENTS
 PT0537'THE MARK WILL BE DESTROYED.  IT WAS LEFT INTACT FOR USE BY THE
 PT0537'STATE HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM AT THE TIME
 PT0537'OF CONSTRUCTION.  A NEW MARK, CORN 2 1970 AZIMUTH, WAS SET NEARBY.
 PT0537
 PT0537                          STATION RECOVERY (1970)
 PT0537
 PT0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0642 ***********************************************************************
 QR0642  DESIGNATION -  CORN ET
 QR0642  PID         -  QR0642
 QR0642  STATE/COUNTY-  SD/MCPHERSON
 QR0642  COUNTRY     -  US
 QR0642  USGS QUAD   -  LEOLA (2017)
 QR0642
 QR0642                         *CURRENT SURVEY CONTROL
 QR0642  ______________________________________________________________________
 QR0642* NAD 83(1996) POSITION- 45 39 38.41921(N) 098 55 53.48752(W)   ADJUSTED
 QR0642* NAVD 88 ORTHO HEIGHT -   471.1   (meters)     1546.    (feet) VERTCON3
 QR0642  ______________________________________________________________________
 QR0642  GEOID HEIGHT    -        -23.795 (meters)                     GEOID18
 QR0642  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 QR0642  HORZ ORDER      -  SECOND
 QR0642
 QR0642.The horizontal coordinates were established by classical geodetic methods
 QR0642.and adjusted by the National Geodetic Survey in January 1998.
 QR0642
 QR0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0642
 QR0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0642.GEOID18 height accuracy estimate available here.
 QR0642
 QR0642.Click photographs - Photos may exist for this station.
 QR0642
 QR0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0642
 QR0642. The following values were computed from the NAD 83(1996) position.
 QR0642
 QR0642;                    North         East     Units Scale Factor Converg.
 QR0642;SPC SD N     -   203,614.888   683,269.365   MT  0.99999570   +0 45 22.3
 QR0642;SPC SD N     -   668,026.51  2,241,692.91   sFT  0.99999570   +0 45 22.3
 QR0642;UTM  14      - 5,056,349.229   505,334.549   MT  0.99960035   +0 02 56.3
 QR0642
 QR0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0642!SPC SD N     -   0.99992987  x   0.99999570  =   0.99992557
 QR0642!UTM  14      -   0.99992987  x   0.99960035  =   0.99953025
 QR0642
 QR0642:                Primary Azimuth Mark                     Grid Az
 QR0642:SPC SD N     -  LEOLA MUNICIPAL TANK                     354 55 04.8
 QR0642:UTM  14      -  LEOLA MUNICIPAL TANK                     355 37 30.8
 QR0642
 QR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0533456349(NAD 83)
 QR0642
 QR0642|---------------------------------------------------------------------|
 QR0642| PID    Reference Object                     Distance      Geod. Az  |
 QR0642|                                                           dddmmss.s |
 QR0642| CO5447 CORN ET RM 1                         13.042 METERS 19508     |
 QR0642| CO5448 CORN ET RM 2                         15.907 METERS 34802     |
 QR0642| QR0639 LEOLA MUNICIPAL TANK                APPROX. 7.0 KM 3554027.1 |
 QR0642|---------------------------------------------------------------------|
 QR0642
 QR0642                          SUPERSEDED SURVEY CONTROL
 QR0642
 QR0642  NAD 83(1986)-  45 39 38.43156(N)    098 55 53.47371(W) AD(       ) 2
 QR0642  NAD 27      -  45 39 38.51704(N)    098 55 52.08954(W) AD(       ) 2
 QR0642  NGVD 29 (07/19/86)  470.8    (m)         1545.     (f) VERT ANG       
 QR0642
 QR0642.Superseded values are not recommended for survey control.
 QR0642
 QR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0642.See file dsdata.pdf to determine how the superseded data were derived.
 QR0642
 QR0642_MARKER: DD = SURVEY DISK
 QR0642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0642+WITH SETTING: INFORMATION.
 QR0642_STAMPING: ET CORN 1970
 QR0642_MARK LOGO: USGS
 QR0642_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0642
 QR0642  HISTORY     - Date     Condition        Report By
 QR0642  HISTORY     - 1970     MONUMENTED       USGS
 QR0642
 QR0642                          STATION DESCRIPTION
 QR0642
 QR0642'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0642'THE STATION IS ABOUT 4.3 MI S. OF LEOLA, ABOUT 165 FT S. OF THE
 QR0642'N. SIXTEENTH COR. BETWEEN SECS. 8 AND 9, T. 125 N., R. 67 W., ALONG
 QR0642'ST. HWY. 45 ON A SMALL RISE ON HWY. RIGHT-OF-WAY.
 QR0642'
 QR0642'TO REACH THE STATION FROM THE JCT. OF ST. HWYS. 10 AND 45 AT THE
 QR0642'E. EDGE OF LEOLA, GO S. ON ST. HWY. 45 FOR 4.0 MI TO A CROSSROAD,
 QR0642'CONTINUE S. FOR ABOUT 0.25 MI TO A FENCE W. AND THE STATION ABOUT
 QR0642'165 FT S. ON THE RIGHT SIDE.
 QR0642'
 QR0642'STATION MARK, STAMPED ET CORN 1970 IS 165 FT S. AND 55 FT W. OF
 QR0642'CENTER RD. AT FENCE W., 12 FT E. OF THE W. RIGHT-OF-WAY FENCE
 QR0642'AND USGS WITNESS POST.
 QR0642'
 QR0642'REFERENCE MARK NO. 1, STAMPED CORN NO 1 1970 IS SSW. OF THE
 QR0642'STATION, 65 FT W. CENTER RD. AND 1.5 FT E. OF THE W. RIGHT-OF-WAY
 QR0642'FENCE.
 QR0642'
 QR0642'REFERENCE MARK NO. 2, STAMPED CORN NO 2 1970 IS NNW. OF THE
 QR0642'STATION, 66 FT W. CENTER RD. AND 1.0 FT E. OF W. RIGHT-OF-WAY FENCE.
 QR0642'
 QR0642'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0642'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 QR0642'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 QR0642'GROUND.
 QR0642'
 QR0642'NO AZIMUTH MARK WAS SET.
 QR0642'
 QR0642'REFERENCE AZIMUTH USED - LEOLA MWT. 1934 CKD. POS.  POINT
 QR0642'OBSERVED WAS THE FINIAL ATOP THE MUNICIPAL WATER TANK LOCATED
 QR0642'ABOUT 1/2 BLOCK N. AND 1/2 BLOCK E. OF JCT. OF MAIN STREET AND
 QR0642'ST. HWY. 10 IN LEOLA.  THE TANK IS ABOUT 80 FT HIGH, T. 126
 QR0642'N., R. 67 W., IN THE SW. QUARTER OF SEC. 17.
 QR0642'
 QR0642'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0543 ***********************************************************************
 PT0543  DESIGNATION -  CORN RM 1
 PT0543  PID         -  PT0543
 PT0543  STATE/COUNTY-  SD/HAAKON
 PT0543  COUNTRY     -  US
 PT0543  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0543
 PT0543                         *CURRENT SURVEY CONTROL
 PT0543  ______________________________________________________________________
 PT0543* NAD 83(1986) POSITION- 44 10 06.47   (N) 101 40 02.22   (W)   HD_HELD1
 PT0543* NAVD 88 ORTHO HEIGHT -   760.250 (meters)     2494.25  (feet) ADJUSTED
 PT0543  ______________________________________________________________________
 PT0543  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 PT0543  DYNAMIC HEIGHT  -        760.036 (meters)     2493.55  (feet) COMP
 PT0543  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PT0543
 PT0543  VERT ORDER      -  FIRST     CLASS II
 PT0543
 PT0543.The horizontal coordinates were determined by differentially corrected
 PT0543.hand held GPS observations or other comparable positioning techniques
 PT0543.and have an estimated accuracy of +/- 3 meters.
 PT0543
 PT0543.The orthometric height was determined by differential leveling and
 PT0543.adjusted by the NATIONAL GEODETIC SURVEY
 PT0543.in June 1991.
 PT0543
 PT0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0543.GEOID18 height accuracy estimate available here.
 PT0543
 PT0543.Click photographs - Photos may exist for this station.
 PT0543
 PT0543.The dynamic height is computed by dividing the NAVD 88
 PT0543.geopotential number by the normal gravity value computed on the
 PT0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0543.degrees latitude (g = 980.6199 gals.).
 PT0543
 PT0543.The modeled gravity was interpolated from observed gravity values.
 PT0543
 PT0543;                    North         East    Units  Estimated Accuracy
 PT0543;SPC SD S     -   204,729.2     493,321.8     MT  (+/- 3 meters HH1 GPS) 
 PT0543
 PT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8675694043(NAD 83)
 PT0543
 PT0543                          SUPERSEDED SURVEY CONTROL
 PT0543
 PT0543  NGVD 29 (??/??/92)  759.794  (m)         2492.76   (f) ADJ UNCH    1 2
 PT0543
 PT0543.Superseded values are not recommended for survey control.
 PT0543
 PT0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0543.See file dsdata.pdf to determine how the superseded data were derived.
 PT0543
 PT0543_MARKER: DR = REFERENCE MARK DISK
 PT0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0543_STAMPING: CORN NO 1 1961
 PT0543_MARK LOGO: CGS
 PT0543_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0543+STABILITY: SURFACE MOTION
 PT0543
 PT0543  HISTORY     - Date     Condition        Report By
 PT0543  HISTORY     - 1961     MONUMENTED       CGS
 PT0543  HISTORY     - 1962     GOOD             CGS
 PT0543  HISTORY     - 1970     GOOD             NGS
 PT0543
 PT0543                          STATION DESCRIPTION
 PT0543
 PT0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0543'9 MI N FROM PHILIP.
 PT0543'ABOUT 9.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0543'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 78.2 FEET EAST OF
 PT0543'CORN 1961, 64 FEET NORTH OF A EAST-WEST FENCE, 40 FEET NORTH
 PT0543'OF A TELEPHONE POLE, 33 FEET EAST OF THE CENTERLINE OF THE
 PT0543'HIGHWAY, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A
 PT0543'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- DUE TO HIGHWAY
 PT0543'IMPROVEMENTS THE MARK WILL BE DESTROYED.  IT WAS LEFT INTACT FOR
 PT0543'USE BY THE STATE HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM
 PT0543'AT THE TIME OF CONSTRUCTION.  A NEW MARK, CORN 2 RM 3, WAS SET
 PT0543'NEARBY.
 PT0543
 PT0543                          STATION RECOVERY (1970)
 PT0543
 PT0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0539 ***********************************************************************
 PT0539  DESIGNATION -  CORN RM 2
 PT0539  PID         -  PT0539
 PT0539  STATE/COUNTY-  SD/HAAKON
 PT0539  COUNTRY     -  US
 PT0539  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0539
 PT0539                         *CURRENT SURVEY CONTROL
 PT0539  ______________________________________________________________________
 PT0539* NAD 83(1986) POSITION- 44 10 07.12   (N) 101 40 03.20   (W)   HD_HELD1
 PT0539* NAVD 88 ORTHO HEIGHT -   761.330 (meters)     2497.80  (feet) ADJUSTED
 PT0539  ______________________________________________________________________
 PT0539  GEOID HEIGHT    -        -21.030 (meters)                     GEOID18
 PT0539  DYNAMIC HEIGHT  -        761.116 (meters)     2497.09  (feet) COMP
 PT0539  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PT0539
 PT0539  VERT ORDER      -  FIRST     CLASS II
 PT0539
 PT0539.The horizontal coordinates were determined by differentially corrected
 PT0539.hand held GPS observations or other comparable positioning techniques
 PT0539.and have an estimated accuracy of +/- 3 meters.
 PT0539
 PT0539.The orthometric height was determined by differential leveling and
 PT0539.adjusted by the NATIONAL GEODETIC SURVEY
 PT0539.in June 1991.
 PT0539
 PT0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0539.GEOID18 height accuracy estimate available here.
 PT0539
 PT0539.Click photographs - Photos may exist for this station.
 PT0539
 PT0539.The dynamic height is computed by dividing the NAVD 88
 PT0539.geopotential number by the normal gravity value computed on the
 PT0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0539.degrees latitude (g = 980.6199 gals.).
 PT0539
 PT0539.The modeled gravity was interpolated from observed gravity values.
 PT0539
 PT0539;                    North         East    Units  Estimated Accuracy
 PT0539;SPC SD S     -   204,749.6     493,300.3     MT  (+/- 3 meters HH1 GPS) 
 PT0539
 PT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8673594064(NAD 83)
 PT0539
 PT0539                          SUPERSEDED SURVEY CONTROL
 PT0539
 PT0539  NGVD 29 (??/??/92)  760.874  (m)         2496.30   (f) ADJ UNCH    1 2
 PT0539
 PT0539.Superseded values are not recommended for survey control.
 PT0539
 PT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0539.See file dsdata.pdf to determine how the superseded data were derived.
 PT0539
 PT0539_MARKER: DR = REFERENCE MARK DISK
 PT0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0539_STAMPING: CORN NO 2 1961
 PT0539_MARK LOGO: CGS
 PT0539_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0539+STABILITY: SURFACE MOTION
 PT0539
 PT0539  HISTORY     - Date     Condition        Report By
 PT0539  HISTORY     - 1961     MONUMENTED       CGS
 PT0539  HISTORY     - 1962     GOOD             CGS
 PT0539  HISTORY     - 1970     GOOD             NGS
 PT0539
 PT0539                          STATION DESCRIPTION
 PT0539
 PT0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0539'9 MI N FROM PHILIP.
 PT0539'ABOUT 9.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0539'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 68.2 FEET NORTH OF
 PT0539'CORN 1961, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PT0539'2 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, AND
 PT0539'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 PT0539'NOTE-- DUE TO HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.
 PT0539'IT WAS LEFT INTACT FOR USE BY THE STATE HIGHWAY DEPARTMENT, AND
 PT0539'WILL BE REMOVED BY THEM AT THE TIME OF CONSTRUCTION.  A NEW
 PT0539'MARK, CORN 2 RM 4, WAS SET NEARBY.
 PT0539
 PT0539                          STATION RECOVERY (1970)
 PT0539
 PT0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0050 ***********************************************************************
 PU0050  DESIGNATION -  CORNER
 PU0050  PID         -  PU0050
 PU0050  STATE/COUNTY-  SD/MEADE
 PU0050  COUNTRY     -  US
 PU0050  USGS QUAD   -  OPAL EAST SE (2017)
 PU0050
 PU0050                         *CURRENT SURVEY CONTROL
 PU0050  ______________________________________________________________________
 PU0050* NAD 83(1996) POSITION- 44 49 12.71092(N) 102 20 59.36676(W)   ADJUSTED
 PU0050* NAVD 88 ORTHO HEIGHT -   775.114 (meters)     2543.02  (feet) ADJUSTED
 PU0050  ______________________________________________________________________
 PU0050  GEOID HEIGHT    -        -18.867 (meters)                     GEOID18
 PU0050  LAPLACE CORR    -         -7.85  (seconds)                    DEFLEC18
 PU0050  DYNAMIC HEIGHT  -        774.939 (meters)     2542.45  (feet) COMP
 PU0050  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 PU0050
 PU0050  HORZ ORDER      -  SECOND
 PU0050  VERT ORDER      -  SECOND    CLASS 0
 PU0050
 PU0050.The horizontal coordinates were established by classical geodetic methods
 PU0050.and adjusted by the National Geodetic Survey in January 1998.
 PU0050
 PU0050.The orthometric height was determined by differential leveling and
 PU0050.adjusted by the NATIONAL GEODETIC SURVEY
 PU0050.in June 1991.
 PU0050
 PU0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0050.GEOID18 height accuracy estimate available here.
 PU0050
 PU0050.Click photographs - Photos may exist for this station.
 PU0050
 PU0050.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0050
 PU0050.The dynamic height is computed by dividing the NAVD 88
 PU0050.geopotential number by the normal gravity value computed on the
 PU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0050.degrees latitude (g = 980.6199 gals.).
 PU0050
 PU0050.The modeled gravity was interpolated from observed gravity values.
 PU0050
 PU0050. The following values were computed from the NAD 83(1996) position.
 PU0050
 PU0050;                    North         East     Units Scale Factor Converg.
 PU0050;SPC SD N     -   112,359.309   414,181.163   MT  0.99994720   -1 39 47.0
 PU0050;SPC SD N     -   368,632.17  1,358,859.37   sFT  0.99994720   -1 39 47.0
 PU0050;UTM  13      - 4,966,393.869   709,527.212   MT  1.00013988   +1 52 07.5
 PU0050
 PU0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0050!SPC SD N     -   0.99988144  x   0.99994720  =   0.99982865
 PU0050!UTM  13      -   0.99988144  x   1.00013988  =   1.00002131
 PU0050
 PU0050:                Primary Azimuth Mark                     Grid Az
 PU0050:SPC SD N     -  CORNER AZ MK                             091 29 14.5
 PU0050:UTM  13      -  CORNER AZ MK                             087 57 20.0
 PU0050
 PU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0952766393(NAD 83)
 PU0050
 PU0050|---------------------------------------------------------------------|
 PU0050| PID    Reference Object                     Distance      Geod. Az  |
 PU0050|                                                           dddmmss.s |
 PU0050| PU0053 CORNER AZ MK                                       0894927.5 |
 PU0050| PU0051 CORNER RM 1                           7.356 METERS 09009     |
 PU0050| CP9066 CORNER RM 2                           6.158 METERS 27006     |
 PU0050| PU0049 CORNER RM 3                           9.437 METERS 27914     |
 PU0050|---------------------------------------------------------------------|
 PU0050
 PU0050                          SUPERSEDED SURVEY CONTROL
 PU0050
 PU0050  NAD 83(1993)-  44 49 12.70267(N)    102 20 59.36615(W) AD(       ) 2
 PU0050  NAD 83(1986)-  44 49 12.70258(N)    102 20 59.36634(W) AD(       ) 2
 PU0050  NAD 27      -  44 49 12.73700(N)    102 20 57.77360(W) AD(       ) 2
 PU0050  NGVD 29 (??/??/92)  774.653  (m)         2541.51   (f) ADJ UNCH    2 0
 PU0050  NGVD 29             774.65   (m)         2541.5    (f) LEVELING    3  
 PU0050
 PU0050.Superseded values are not recommended for survey control.
 PU0050
 PU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0050.See file dsdata.pdf to determine how the superseded data were derived.
 PU0050
 PU0050_MARKER: DS = TRIANGULATION STATION DISK
 PU0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0050_STAMPING: CORNER 1950
 PU0050_MARK LOGO: CGS
 PU0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0050+STABILITY: SURFACE MOTION
 PU0050
 PU0050  HISTORY     - Date     Condition        Report By
 PU0050  HISTORY     - 1950     MONUMENTED       CGS
 PU0050  HISTORY     - 1962     GOOD             CGS
 PU0050  HISTORY     - 1963     GOOD             CGS
 PU0050
 PU0050                          STATION DESCRIPTION
 PU0050
 PU0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0050'STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF FAITH, ABOUT
 PU0050'12 MILES NORTHWEST OF MARCUS, 34 FEET NORTH OF THE CENTER OF A
 PU0050'DIRT ROAD, 5 FEET SOUTH OF A WIRE FENCE, 4 FEET SOUTH OF A
 PU0050'WITNESS POST, AND ON ROAD RIGHT-OF-WAY.
 PU0050'
 PU0050'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 73 AND U.S. HIGHWAY
 PU0050'212 AT THE WEST EDGE OF FAITH, GO SOUTH ON STATE HIGHWAY 73
 PU0050'FOR 12.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 PU0050'ON DIRT ROAD FOR 11.4 MILES TO A SIDE ROAD LEFT AND SCHOOLHOUSE
 PU0050'ON RIGHT.  TURN LEFT AND GO SOUTH FOR 2.05 MILES TO A SIDE
 PU0050'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 3.8 MILES TO THE AZIMUTH
 PU0050'MARK ON RIGHT.  CONTINUE WEST FOR 0.3 MILE TO STATION ON RIGHT.
 PU0050'
 PU0050'STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CORNER
 PU0050'1950.
 PU0050'
 PU0050'REFERENCE MARK NO. 1 IS 5 FEET SOUTH OF A WIRE FENCE.  THE MARK
 PU0050'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CORNER NO 1 1950.
 PU0050'
 PU0050'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF A WIRE FENCE.  THE MARK
 PU0050'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CORNER NO 2 1950.
 PU0050'
 PU0050'AZIMUTH MARK IS 34 FEET NORTH OF CENTER OF DIRT ROAD, 4 FEET
 PU0050'SOUTH OF A WIRE FENCE, AND 3 FEET SOUTH OF A WITNESS POST.
 PU0050'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CORNER 1950.
 PU0050'
 PU0050'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU0050'CYLINDERS.
 PU0050'
 PU0050'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU0050
 PU0050                          STATION RECOVERY (1962)
 PU0050
 PU0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0050'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 PU0050'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 PU0050'DISTANCE AND DIRECTION TO THE RECOVERED MARKS WAS CONSIDERED
 PU0050'SATISFACTORY.  REFERENCE MARK 2 HAS BEEN DESTROYED AND WAS
 PU0050'REPLACED BY REFERENCE MARK 3 AS DESCRIBED BELOW.  A NEW
 PU0050'DESCRIPTION FOLLOWS.
 PU0050'
 PU0050'STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF FAITH, 12 MILES
 PU0050'NORTHWEST OF MARCUS.  IN THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4
 PU0050'OF SECTION 13, T 10 N, R 14 E.  IT IS ON THE NORTH ROAD
 PU0050'RIGHT-OF-WAY OF A SECTION LINE ROAD.
 PU0050'
 PU0050'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN MAURINE,
 PU0050'GO EAST ON U.S. HIGHWAY 212 FOR 19.3 MILES TO A GRAVELED SIDE
 PU0050'ROAD TO THE RIGHT AND A SIGN AVANCE, TURN RIGHT AND GO SOUTH
 PU0050'AND WEST ON MAIN GRAVELED ROAD FOR 10.1 MILES TO A SIDE ROAD
 PU0050'TO THE RIGHT, CONTINUE SOUTH AND WEST FOR 5.05 MILES TO WHERE
 PU0050'THE ROAD CURVES SHARPLY TO THE SOUTH AND A SMALL WHITE SCHOOL
 PU0050'HOUSE ON THE RIGHT, TURN LEFT AND GO SOUTH ON MAIN GRAVELED
 PU0050'ROAD FOR 2.05 MILES TO A SIDE ROAD RIGHT, (WHERE A POWERLINE
 PU0050'CROSSES THE INTERSECTION) TURN RIGHT AND GO WEST ON A
 PU0050'GRAVELED SECTIONLINE ROAD FOR 3.75 MILES TO THE SUMMIT OF A
 PU0050'GRADE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON A
 PU0050'GRAVELED ROAD FOR 0.35 MILES TO A CATTLE GUARD AND THE
 PU0050'STATION ON THE RIGHT AS DESCRIBED.
 PU0050'
 PU0050'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU0050'CYLINDRICAL CONCRETE MONUMENTS.
 PU0050'
 PU0050'STATION MARK IS 125 FEET WEST-NORTHWEST OF A T ROAD INTERSECTION,
 PU0050'79 FEET WEST-NORTHWEST OF A CATTLE GUARD CROSSING, 42.0 FEET
 PU0050'WEST OF A WEST GATE POST, 34.0 FEET NORTH OF THE CENTERLINE
 PU0050'OF A SECTION LINE ROAD, 5.6 FEET SOUTH OF A FENCE LINE AND
 PU0050'5.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS
 PU0050'STAMPED--CORNER 1950 AND PROJECTS 3 INCHES.
 PU0050'
 PU0050'R.M. 1 IS 33.0 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 PU0050'17.6 FEET SOUTHWEST OF A WEST GATE POST AND 5.6 FEET SOUTH OF
 PU0050'A FENCE LINE.  IT IS STAMPED--CORNER NO 1 1950 AND PROJECTS
 PU0050'1 INCH.
 PU0050'
 PU0050'R.M. 3 IS 39.0 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 PU0050'AND 1 FOOT SOUTH OF A FENCELINE.  IT IS STAMPED--CORNER NO
 PU0050'3 1950 AND PROJECTS 2 INCHES.
 PU0050'
 PU0050'AZIMUTH MARK IS 34.0 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 PU0050'ROAD, 4 FEET SOUTH OF A FENCE LINE AND 3 FEET SOUTH OF A WOODEN
 PU0050'WITNESS POST.  IT IS STAMPED--CORNER 1950 AND PROJECTS 5 INCHES.
 PU0050
 PU0050                          STATION RECOVERY (1963)
 PU0050
 PU0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0050'11.9 MI SE FROM OPAL.
 PU0050'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0050'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0050'ROAD, THENCE 5.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 13,
 PU0050'T 10 N, R 15 E, 125 FEET WEST OF THE CENTER OF A T ROAD INTERSECTION,
 PU0050'79 FEET WEST OF A CATTLE GUARD, 48 FEET WEST OF THE CENTER OF A WIRE
 PU0050'GATE, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTH
 PU0050'OF A FENCE, 5.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PU0050'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0050'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0053 ***********************************************************************
 PU0053  DESIGNATION -  CORNER AZ MK
 PU0053  PID         -  PU0053
 PU0053  STATE/COUNTY-  SD/MEADE
 PU0053  COUNTRY     -  US
 PU0053  USGS QUAD   -  OPAL EAST SE (2017)
 PU0053
 PU0053                         *CURRENT SURVEY CONTROL
 PU0053  ______________________________________________________________________
 PU0053* NAD 83(1986) POSITION- 44 49 12.     (N) 102 20 31.     (W)   SCALED
 PU0053* NAVD 88 ORTHO HEIGHT -   772.676 (meters)     2535.02  (feet) ADJUSTED
 PU0053  ______________________________________________________________________
 PU0053  GEOID HEIGHT    -        -18.891 (meters)                     GEOID18
 PU0053  DYNAMIC HEIGHT  -        772.502 (meters)     2534.45  (feet) COMP
 PU0053  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 PU0053
 PU0053  VERT ORDER      -  SECOND    CLASS 0
 PU0053
 PU0053.The horizontal coordinates were scaled from a map and have
 PU0053.an estimated accuracy of +/- 6 seconds.
 PU0053
 PU0053.The orthometric height was determined by differential leveling and
 PU0053.adjusted by the NATIONAL GEODETIC SURVEY
 PU0053.in June 1991.
 PU0053
 PU0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0053.GEOID18 height accuracy estimate available here.
 PU0053
 PU0053.Click photographs - Photos may exist for this station.
 PU0053
 PU0053.The dynamic height is computed by dividing the NAVD 88
 PU0053.geopotential number by the normal gravity value computed on the
 PU0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0053.degrees latitude (g = 980.6199 gals.).
 PU0053
 PU0053.The modeled gravity was interpolated from observed gravity values.
 PU0053
 PU0053;                    North         East    Units  Estimated Accuracy
 PU0053;SPC SD N     -   112,320.      414,800.      MT  (+/- 180 meters Scaled)
 PU0053
 PU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK101663(NAD 83)
 PU0053
 PU0053                          SUPERSEDED SURVEY CONTROL
 PU0053
 PU0053  NGVD 29 (??/??/92)  772.215  (m)         2533.51   (f) ADJ UNCH    2 0
 PU0053
 PU0053.Superseded values are not recommended for survey control.
 PU0053
 PU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0053.See file dsdata.pdf to determine how the superseded data were derived.
 PU0053
 PU0053_MARKER: DZ = AZIMUTH MARK DISK
 PU0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0053_STAMPING: CORNER 1950
 PU0053_MARK LOGO: CGS
 PU0053_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0053+STABILITY: SURFACE MOTION
 PU0053
 PU0053  HISTORY     - Date     Condition        Report By
 PU0053  HISTORY     - 1950     MONUMENTED       CGS
 PU0053  HISTORY     - 1963     GOOD             CGS
 PU0053
 PU0053                          STATION DESCRIPTION
 PU0053
 PU0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0053'12.2 MI SE FROM OPAL.
 PU0053'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0053'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0053'ROAD, THENCE 5.45 MILES EAST ALONG A GRAVELED ROAD, 35 FEET NORTH
 PU0053'OF THE CENTER LINE OF THE ROAD, 86 FEET SOUTHEAST OF A POWER POLE
 PU0053'BRACED BY A GUY WIRE, 4 FEET SOUTH OF A FENCE, 3.5 FEET SOUTH OF A
 PU0053'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0053'OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0051 ***********************************************************************
 PU0051  DESIGNATION -  CORNER RM 1
 PU0051  PID         -  PU0051
 PU0051  STATE/COUNTY-  SD/MEADE
 PU0051  COUNTRY     -  US
 PU0051  USGS QUAD   -  OPAL EAST SE (2017)
 PU0051
 PU0051                         *CURRENT SURVEY CONTROL
 PU0051  ______________________________________________________________________
 PU0051* NAD 83(1986) POSITION- 44 49 12.71   (N) 102 20 59.03   (W)   HD_HELD1
 PU0051* NAVD 88 ORTHO HEIGHT -   774.908 (meters)     2542.34  (feet) ADJUSTED
 PU0051  ______________________________________________________________________
 PU0051  GEOID HEIGHT    -        -18.867 (meters)                     GEOID18
 PU0051  DYNAMIC HEIGHT  -        774.734 (meters)     2541.77  (feet) COMP
 PU0051  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 PU0051
 PU0051  VERT ORDER      -  SECOND    CLASS 0
 PU0051
 PU0051.The horizontal coordinates were determined by differentially corrected
 PU0051.hand held GPS observations or other comparable positioning techniques
 PU0051.and have an estimated accuracy of +/- 3 meters.
 PU0051
 PU0051.The orthometric height was determined by differential leveling and
 PU0051.adjusted by the NATIONAL GEODETIC SURVEY
 PU0051.in June 1991.
 PU0051
 PU0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0051.GEOID18 height accuracy estimate available here.
 PU0051
 PU0051.Click photographs - Photos may exist for this station.
 PU0051
 PU0051.The dynamic height is computed by dividing the NAVD 88
 PU0051.geopotential number by the normal gravity value computed on the
 PU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0051.degrees latitude (g = 980.6199 gals.).
 PU0051
 PU0051.The modeled gravity was interpolated from observed gravity values.
 PU0051
 PU0051;                    North         East    Units  Estimated Accuracy
 PU0051;SPC SD N     -   112,359.1     414,188.6     MT  (+/- 3 meters HH1 GPS) 
 PU0051
 PU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0953466394(NAD 83)
 PU0051
 PU0051                          SUPERSEDED SURVEY CONTROL
 PU0051
 PU0051  NGVD 29 (??/??/92)  774.447  (m)         2540.83   (f) ADJ UNCH    2 0
 PU0051
 PU0051.Superseded values are not recommended for survey control.
 PU0051
 PU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0051.See file dsdata.pdf to determine how the superseded data were derived.
 PU0051
 PU0051_MARKER: DR = REFERENCE MARK DISK
 PU0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0051_STAMPING: CORNER NO 1 1950
 PU0051_MARK LOGO: CGS
 PU0051_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0051+STABILITY: SURFACE MOTION
 PU0051
 PU0051  HISTORY     - Date     Condition        Report By
 PU0051  HISTORY     - 1950     MONUMENTED       CGS
 PU0051  HISTORY     - 1963     GOOD             CGS
 PU0051
 PU0051                          STATION DESCRIPTION
 PU0051
 PU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0051'11.9 MI SE FROM OPAL.
 PU0051'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0051'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0051'ROAD, THENCE 5.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION
 PU0051'13, T 10 N, R 15 E, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0051'17 1/2 FEET SOUTHWEST OF THE WEST GATE POST OF A WIRE GATE,
 PU0051'5 1/2 FEET SOUTH OF A FENCE, 24.1 FEET EAST OF CORNER 1950, AND
 PU0051'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0049 ***********************************************************************
 PU0049  DESIGNATION -  CORNER RM 3
 PU0049  PID         -  PU0049
 PU0049  STATE/COUNTY-  SD/MEADE
 PU0049  COUNTRY     -  US
 PU0049  USGS QUAD   -  OPAL EAST SE (2017)
 PU0049
 PU0049                         *CURRENT SURVEY CONTROL
 PU0049  ______________________________________________________________________
 PU0049* NAD 83(1986) POSITION- 44 49 12.76   (N) 102 20 59.79   (W)   HD_HELD1
 PU0049* NAVD 88 ORTHO HEIGHT -   775.276 (meters)     2543.55  (feet) ADJUSTED
 PU0049  ______________________________________________________________________
 PU0049  GEOID HEIGHT    -        -18.867 (meters)                     GEOID18
 PU0049  DYNAMIC HEIGHT  -        775.101 (meters)     2542.98  (feet) COMP
 PU0049  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 PU0049
 PU0049  VERT ORDER      -  SECOND    CLASS 0
 PU0049
 PU0049.The horizontal coordinates were determined by differentially corrected
 PU0049.hand held GPS observations or other comparable positioning techniques
 PU0049.and have an estimated accuracy of +/- 3 meters.
 PU0049
 PU0049.The orthometric height was determined by differential leveling and
 PU0049.adjusted by the NATIONAL GEODETIC SURVEY
 PU0049.in June 1991.
 PU0049
 PU0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0049.GEOID18 height accuracy estimate available here.
 PU0049
 PU0049.Click photographs - Photos may exist for this station.
 PU0049
 PU0049.The dynamic height is computed by dividing the NAVD 88
 PU0049.geopotential number by the normal gravity value computed on the
 PU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0049.degrees latitude (g = 980.6199 gals.).
 PU0049
 PU0049.The modeled gravity was interpolated from observed gravity values.
 PU0049
 PU0049;                    North         East    Units  Estimated Accuracy
 PU0049;SPC SD N     -   112,361.1     414,171.9     MT  (+/- 3 meters HH1 GPS) 
 PU0049
 PU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0951766395(NAD 83)
 PU0049
 PU0049                          SUPERSEDED SURVEY CONTROL
 PU0049
 PU0049  NGVD 29 (??/??/92)  774.815  (m)         2542.04   (f) ADJ UNCH    2 0
 PU0049
 PU0049.Superseded values are not recommended for survey control.
 PU0049
 PU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0049.See file dsdata.pdf to determine how the superseded data were derived.
 PU0049
 PU0049_MARKER: DR = REFERENCE MARK DISK
 PU0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0049_STAMPING: CORNER NO 3 1950
 PU0049_MARK LOGO: CGS
 PU0049_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0049+STABILITY: SURFACE MOTION
 PU0049
 PU0049  HISTORY     - Date     Condition        Report By
 PU0049  HISTORY     - 1962     MONUMENTED       CGS
 PU0049  HISTORY     - 1963     GOOD             CGS
 PU0049
 PU0049                          STATION DESCRIPTION
 PU0049
 PU0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0049'11.9 MI SE FROM OPAL.
 PU0049'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0049'OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0049'THENCE 5.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 13, T
 PU0049'10 N, R 15 E, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1
 PU0049'FOOT SOUTH OF A FENCE, 30.9 FEET WEST OF CORNER 1950, ABOUT LEVEL
 PU0049'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0049'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0759 ***********************************************************************
 QS0759  DESIGNATION -  CORRAL
 QS0759  PID         -  QS0759
 QS0759  STATE/COUNTY-  SD/DEWEY
 QS0759  COUNTRY     -  US
 QS0759  USGS QUAD   -  MOREAU NW (2017)
 QS0759
 QS0759                         *CURRENT SURVEY CONTROL
 QS0759  ______________________________________________________________________
 QS0759* NAD 83(1996) POSITION- 45 25 55.97703(N) 100 25 59.92119(W)   ADJUSTED
 QS0759* NAVD 88 ORTHO HEIGHT -   581.3   (meters)     1907.    (feet) VERTCON3
 QS0759  ______________________________________________________________________
 QS0759  GEOID HEIGHT    -        -21.863 (meters)                     GEOID18
 QS0759  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 QS0759  HORZ ORDER      -  FIRST
 QS0759
 QS0759.The horizontal coordinates were established by classical geodetic methods
 QS0759.and adjusted by the National Geodetic Survey in January 1998.
 QS0759
 QS0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0759
 QS0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0759.GEOID18 height accuracy estimate available here.
 QS0759
 QS0759.Click photographs - Photos may exist for this station.
 QS0759
 QS0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0759
 QS0759. The following values were computed from the NAD 83(1996) position.
 QS0759
 QS0759;                    North         East     Units Scale Factor Converg.
 QS0759;SPC SD N     -   177,765.519   566,094.081   MT  0.99996120   -0 18 24.0
 QS0759;SPC SD N     -   583,219.04  1,857,260.33   sFT  0.99996120   -0 18 24.0
 QS0759;UTM  14      - 5,031,965.075   387,885.834   MT  0.99975454   -1 01 16.4
 QS0759
 QS0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0759!SPC SD N     -   0.99991231  x   0.99996120  =   0.99987351
 QS0759!UTM  14      -   0.99991231  x   0.99975454  =   0.99966687
 QS0759
 QS0759:                Primary Azimuth Mark                     Grid Az
 QS0759:SPC SD N     -  CORRAL AZ MK RESET                       069 00 54.5
 QS0759:UTM  14      -  CORRAL AZ MK RESET                       069 43 46.9
 QS0759
 QS0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8788531965(NAD 83)
 QS0759
 QS0759|---------------------------------------------------------------------|
 QS0759| PID    Reference Object                     Distance      Geod. Az  |
 QS0759|                                                           dddmmss.s |
 QS0759| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX.11.3 KM 0003515.0 |
 QS0759| CO5449 CORRAL AZ MK                                       0682858.3 |
 QS0759| CO5450 CORRAL AZ MK RESET                                 0684230.5 |
 QS0759| CO5451 CORRAL RM 1                          39.359 METERS 09329     |
 QS0759| CO5453 CORRAL RM 3                         200.736 METERS 13947     |
 QS0759| CO5452 CORRAL RM 2                          33.604 METERS 19748     |
 QS0759| CO5454 CORRAL RM 4                         160.904 METERS 19921     |
 QS0759|---------------------------------------------------------------------|
 QS0759
 QS0759                          SUPERSEDED SURVEY CONTROL
 QS0759
 QS0759  NAD 83(1986)-  45 25 55.96810(N)    100 25 59.92033(W) AD(       ) 1
 QS0759  NAD 27      -  45 25 55.99300(N)    100 25 58.42700(W) AD(       ) 1
 QS0759  NGVD 29 (07/19/86)  580.9    (m)         1906.     (f) VERT ANG       
 QS0759
 QS0759.Superseded values are not recommended for survey control.
 QS0759
 QS0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0759.See file dsdata.pdf to determine how the superseded data were derived.
 QS0759
 QS0759_MARKER: DS = TRIANGULATION STATION DISK
 QS0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0759_STAMPING: CORRAL 1934
 QS0759_MARK LOGO: CGS
 QS0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0759+STABILITY: SURFACE MOTION
 QS0759
 QS0759  HISTORY     - Date     Condition        Report By
 QS0759  HISTORY     - 1934     MONUMENTED       CGS
 QS0759  HISTORY     - 1945     GOOD             CGS
 QS0759  HISTORY     - 1948     SEE DESCRIPTION  CGS
 QS0759  HISTORY     - 1952     GOOD             CGS
 QS0759  HISTORY     - 1967     MARK NOT FOUND   USGS
 QS0759
 QS0759                          STATION DESCRIPTION
 QS0759
 QS0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0759'STATION IS ON THE HIGHEST POINT OF A HIGH BROAD RIDGE IN
 QS0759'PASTURE LAND ABOUT 7 MILES S OF MOBRIDGE.  IT IS ON LAND OWNED
 QS0759'BY FRANK HERRING, AND IS IN SEC. 16, T 17 N, R 30 E.  IT IS
 QS0759'100 YARDS SE OF THE SE CORNER OF A CULTIVATED FIELD, 125 YARDS
 QS0759'NE OF THE NE CORNER OF ANOTHER CULTIVATED FIELD, 300 YARDS
 QS0759'N OF A SMALL WIRE FENCE ENCLOSED CORRAL, AND 300 YARDS WSW
 QS0759'OF ANOTHER SIMILAR CORRAL.  STATION MARK PROJECTS 4 INCHES.
 QS0759'
 QS0759'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 QS0759'STANDARD BRONZE DISKS SET IN CONCRETE.
 QS0759'
 QS0759'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 5 INCHES.
 QS0759'
 QS0759'REFERENCE MARK NO. 2 IS S OF THE STATION AND PROJECTS 5 INCHES.
 QS0759'
 QS0759'THE AZIMUTH MARK IS ENE OF THE STATION, 45 FEET W OF THE CENTER
 QS0759'LINE OF A FARM ROAD, 0.6 MILE S OF A GRADED SECTION LINE E AND
 QS0759'W ROAD, AND PROJECTS 5 INCHES.
 QS0759'
 QS0759'TO REACH THE STATION FROM THE CENTER OF THE STEEL HIGHWAY
 QS0759'BRIDGE OVER THE MISSOURI RIVER, 2-1/2 MILES SW OF THE TOWN OF
 QS0759'MOBRIDGE, GO SW ON U.S. HIGHWAY 12, 1.0 MILE TO THE JUNCTION
 QS0759'WITH STATE HIGHWAY 18.  HERE LEAVE U.S. HIGHWAY 12, AND FOLLOW
 QS0759'STATE HIGHWAY 18, 3.0 MILES TO A T-INTERSECTION.  HERE TURN
 QS0759'LEFT, E, AND GO 5.1 MILES TO A SE FENCE CORNER ON THE LEFT, N
 QS0759'SIDE, OF THE ROAD.  HERE LEAVE GRADED ROAD, TURN RIGHT, S, ON FARM
 QS0759'ROAD AND GO 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE
 QS0759'OF THE ROAD.  HERE LEAVE ROAD, TURN RIGHT, W, AND GO 0.4
 QS0759'MILE TOWARD HIGHER GROUND AND LONE WIRE CORRAL.  CONTINUE
 QS0759'W PAST THE CORRAL 0.2 MILE TO HIGHEST POINT AND STATION.
 QS0759'
 QS0759'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 QS0759
 QS0759                          STATION RECOVERY (1945)
 QS0759
 QS0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0759'STATION WAS RECOVERED AS DESCRIBED IN 1934 BY W.R.P. AND ALL
 QS0759'MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QS0759'
 QS0759'STATION IS LOCATED ABOUT 7.0 MILES S OF THE CITY OF MOBRIDGE,
 QS0759'0.5 MILE S OF A GRAVELED SECTION-LINE ROAD, AND 0.5 MILE W OF A
 QS0759'N-S FENCE LINE.  IT IS ON THE HIGHEST POINT OF A LOW, BROAD
 QS0759'RIDGE IN PASTURE LAND.  THE MARK PROJECTS 2 INCHES AND THE
 QS0759'DISK IS STAMPED CORRAL 1934.
 QS0759'
 QS0759'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 QS0759'DISKS SET IN CONCRETE.
 QS0759'
 QS0759'AZIMUTH MARK IS 0.5 MILE ENE OF THE STATION, 0.6 MILE S OF
 QS0759'AN E-W SECTION-LINE ROAD, AND 50 FEET W OF A N-S FENCE LINE.
 QS0759'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CORRAL
 QS0759'AZIMUTH 1934.
 QS0759'
 QS0759'REFERENCE MARK 1 IS 39.377 METERS (129.19 FEET) E OF THE STATION.
 QS0759'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CORRAL
 QS0759'NO 1 1934.
 QS0759'
 QS0759'REFERENCE MARK 2 IS 33.613 METERS (110.28 FEET) S OF THE STATION.
 QS0759'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CORRAL
 QS0759'NO 2 1934.
 QS0759'
 QS0759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0759'THE MAIN STREET OF MOBRIDGE, GO W ON U.S. HIGHWAY 12 FOR 3.05
 QS0759'MILES TO THE JUNCTION OF STATE HIGHWAY 8, TURN LEFT ON STATE
 QS0759'HIGHWAY 8 AND GO 1.25 MILES AND A SIGN WHICH READS CHEYENNE
 QS0759'AGENCY 42 TRAIL CITY 12, HERE GO STRAIGHT AHEAD ON A
 QS0759'GRAVELED ROAD FOR 4.0 MILES TO A DIRT CROSS ROAD, TURN LEFT ON
 QS0759'GRADED DIRT ROAD AND GO E 2.9 MILES TO A NW FENCE
 QS0759'CORNER ON THE RIGHT, HERE TURN RIGHT AND GO S FOR 0.6 MILE
 QS0759'TO THE AZIMUTH MARK AS DESCRIBED.  FROM THE AZIMUTH MARK
 QS0759'GO W ACROSS PASTURE LAND FOR 0.5 MILE TO THE SUMMIT OF THE
 QS0759'RIDGE AND THE STATION AS DESCRIBED.
 QS0759'
 QS0759'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 QS0759
 QS0759                          STATION RECOVERY (1948)
 QS0759
 QS0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0759'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS WERE IN
 QS0759'GOOD CONDITION.  THE LAND IS NOW UNDER CULTIVATION AND THEREFORE
 QS0759'THE STAION MARK WAS LOWERED, AND THE AZIMUTH MARK RESET.
 QS0759'REFERENCE MARKS NO. 1 AND 2 WERE DESTROYED AND REFERENCE MARKS
 QS0759'NO. 3 AND 4 ESTABLISHED.
 QS0759'DESCRIPTION FOLLOWS--
 QS0759'
 QS0759'STATION IS ON THE HIGHEST POINT OF A LOW, BROAD RIDGE IN A
 QS0759'CULTIVATED FIELD ON LAND OWNED BY EMMON EDGAR HARRISON AND
 QS0759'IN SEC. 16, T 17 N, R 30 E.  IT IS ABOUT 7 MILES SOUTH OF
 QS0759'MOBRIDGE, 0.5 MILE SOUTH OF A GRADED DIRT SECTION-LINE ROAD,
 QS0759'0.5 MILE WEST OF A WIRE FENCE, AND ABOUT 0.1 MILE NORTH OF A
 QS0759'TRACK ROAD.  IT IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 QS0759'GROUND, AND THE DISK IS STAMPED CORRAL 1934.
 QS0759'
 QS0759'REFERENCE MARK NO. 3 IS 658.58 FEET SOUTHEAST OF THE STATION,
 QS0759'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 25 FEET
 QS0759'SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD, AND 2.5 FEET
 QS0759'EAST OF A WITNESS POST.  IT PROJECTS 10 INCHES, AND THE
 QS0759'DISK IS STAMPED CORRAL NO 3 1934.
 QS0759'
 QS0759'REFERENCE MARK NO. 4 IS 527.90 FEET SOUTH-SOUTHWEST OF THE
 QS0759'STATION, 25 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED
 QS0759'FIELD, AND 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD.
 QS0759'IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED CORRAL NO
 QS0759'4 1934.
 QS0759'
 QS0759'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-NORTHEAST OF
 QS0759'THE STATION, 9 FEET EAST OF THE CENTERLINE OF A TRACK ROAD,
 QS0759'3 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.
 QS0759'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED CORRAL 1934 RESET
 QS0759'1948.
 QS0759'
 QS0759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0759'STATE HIGHWAY 8 ABOUT 4 MILES WEST OF MOBRIDGE, GO SOUTH ON
 QS0759'8 FOR 1.3 MILES TO A FORK.  THEN LEFT, SOUTHERLY ON A GRAVEL
 QS0759'ROAD 4.35 MILES TO A CROSSROAD.  THEN LEFT ON A GRADED DIRT
 QS0759'ROAD, EAST, 3.1 MILES TO A TRACK ROAD ON THE RIGHT.  THEN
 QS0759'RIGHT, SOUTH, FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QS0759'CONTINUE SOUTH 0.3 MILE.  THEN RIGHT, WEST FOR 0.65 MILE
 QS0759'TO THE END OF TRUCK TRAVEL.  PACK NORTH ACROSS THE CULTIVATED
 QS0759'FIELD FOR ABOUT 0.1 MILE TO THE STATION AS DESCRIBED.
 QS0759'
 QS0759'1948 OBSERVATIONS TRANSFERED TO EDINGER 1934 INITIAL TO SHOW
 QS0759'COMPARISON WITH 1934 OBSERVATIONS.
 QS0759
 QS0759                          STATION RECOVERY (1952)
 QS0759
 QS0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0759'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0759'THE 1948 DESCRIPTION IS ADEQUATE.
 QS0759
 QS0759                          STATION RECOVERY (1967)
 QS0759
 QS0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QS0759'STATION SEARCHED FOR BUT NOT RECOVERED.  FARM LAND.
 QS0759'
 QS0759'REFERENCE MARK 3 RECOVERED.
 QS0759'
 QS0759'AZIMUTH MARK RESET 1948 RECOVERED.
 QS0759'
 QS0759'REFERENCE MARK 4 NOT RECOVERED.
 QS0759'
 QS0759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI. S.
 QS0759'OF MOBRIDGE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0772 ***********************************************************************
 OQ0772  DESIGNATION -  CORSON
 OQ0772  PID         -  OQ0772
 OQ0772  STATE/COUNTY-  SD/MINNEHAHA
 OQ0772  COUNTRY     -  US
 OQ0772  USGS QUAD   -  GARRETSON WEST (2017)
 OQ0772
 OQ0772                         *CURRENT SURVEY CONTROL
 OQ0772  ______________________________________________________________________
 OQ0772* NAD 83(1996) POSITION- 43 37 38.00462(N) 096 30 53.50895(W)   ADJUSTED
 OQ0772* NAVD 88 ORTHO HEIGHT -   475.05  (+/-2cm)     1558.6   (feet) VERTCON3
 OQ0772  ______________________________________________________________________
 OQ0772  GEOID HEIGHT    -        -26.330 (meters)                     GEOID18
 OQ0772  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 OQ0772  HORZ ORDER      -  FIRST
 OQ0772  VERT ORDER      -  THIRD ? (See Below)
 OQ0772
 OQ0772.The horizontal coordinates were established by classical geodetic methods
 OQ0772.and adjusted by the National Geodetic Survey in January 1998.
 OQ0772
 OQ0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0772
 OQ0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0772.GEOID18 height accuracy estimate available here.
 OQ0772
 OQ0772.The vertical order pertains to the NGVD 29 superseded value.
 OQ0772
 OQ0772.Click photographs - Photos may exist for this station.
 OQ0772
 OQ0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0772
 OQ0772. The following values were computed from the NAD 83(1996) position.
 OQ0772
 OQ0772;                    North         East     Units Scale Factor Converg.
 OQ0772;SPC SD S     -   150,822.085   908,038.702   MT  0.99990688   +2 38 03.0
 OQ0772;SPC SD S     -   494,822.12  2,979,123.64   sFT  0.99990688   +2 38 03.0
 OQ0772;UTM  14      - 4,833,471.668   700,489.945   MT  1.00009445   +1 42 54.8
 OQ0772
 OQ0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0772!SPC SD S     -   0.99992964  x   0.99990688  =   0.99983653
 OQ0772!UTM  14      -   0.99992964  x   1.00009445  =   1.00002408
 OQ0772
 OQ0772:                Primary Azimuth Mark                     Grid Az
 OQ0772:SPC SD S     -  CORSON AZ MK                             052 22 48.3
 OQ0772:UTM  14      -  CORSON AZ MK                             053 17 56.5
 OQ0772
 OQ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0048933471(NAD 83)
 OQ0772
 OQ0772|---------------------------------------------------------------------|
 OQ0772| PID    Reference Object                     Distance      Geod. Az  |
 OQ0772|                                                           dddmmss.s |
 OQ0772| CO2919 CORSON AZ MK                                       0550051.3 |
 OQ0772| CO2922 CORSON RM 3                         270.851 METERS 05518     |
 OQ0772| CO2920 CORSON RM 1                         271.000 METERS 05537     |
 OQ0772| CO2923 CORSON RM 4                         127.729 METERS 08039     |
 OQ0772| OQ0720 HARRISBURG TANK                     APPROX.26.4 KM 2142228.4 |
 OQ0772| OQ0797 SIOUX FALLS MAIN AVE TANK           APPROX.18.8 KM 2462112.3 |
 OQ0772| OQ0861 HUMBOLDT WATER TANK                 APPROX.45.3 KM 2724607.2 |
 OQ0772| CO2921 CORSON RM 2 AZIMUTH                 402.855 METERS 3330159.2 |
 OQ0772|---------------------------------------------------------------------|
 OQ0772
 OQ0772                          SUPERSEDED SURVEY CONTROL
 OQ0772
 OQ0772  NAD 83(1995)-  43 37 38.00655(N)    096 30 53.49863(W) AD(       ) 1
 OQ0772  NAD 83(1986)-  43 37 38.00743(N)    096 30 53.48745(W) AD(       ) 1
 OQ0772  NAD 27      -  43 37 38.10600(N)    096 30 52.32600(W) AD(       ) 1
 OQ0772  NGVD 29             474.80   (m)         1557.7    (f) LEVELING    3  
 OQ0772
 OQ0772.Superseded values are not recommended for survey control.
 OQ0772
 OQ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0772.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0772
 OQ0772_MARKER: DS = TRIANGULATION STATION DISK
 OQ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0772_STAMPING: CORSON 1927
 OQ0772_MARK LOGO: CGS
 OQ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0772+STABILITY: SURFACE MOTION
 OQ0772
 OQ0772  HISTORY     - Date     Condition        Report By
 OQ0772  HISTORY     - 1927     MONUMENTED       CGS
 OQ0772  HISTORY     - 1934     GOOD             SDGS
 OQ0772  HISTORY     - 1935     GOOD             CGS
 OQ0772  HISTORY     - 1949     GOOD             CGS
 OQ0772  HISTORY     - 1961     GOOD             CGS
 OQ0772  HISTORY     - 1966     MARK NOT FOUND   CGS
 OQ0772
 OQ0772                          STATION DESCRIPTION
 OQ0772
 OQ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0772'ABOUT 3 MILES EAST AND 3/4 MILE NORTH OF THE TOWN OF CORSON,
 OQ0772'IN THE NORTHEAST QUARTER SEC. 19, T. 102 N., R. 47 W., ON
 OQ0772'THE FARM OF MR. J.C. ANDERSON.  THE MARK IS ON THE HIGHEST
 OQ0772'POINT OF THE RIDGE SOUTHWEST OF THE ANDERSON FARMHOUSE,
 OQ0772'229.5 METERS WEST OF THE SECTION-LINE ROAD RUNNING NORTH AND
 OQ0772'SOUTH, 370.6 METERS SOUTH OF A ROAD RUNNING EAST AND WEST,
 OQ0772'AND SET ABOUT 5 METERS EAST OF A FENCE LINE RUNNING NORTH AND SOUTH.
 OQ0772'
 OQ0772'REFERENCE MARK NO. 1 IS SET JUST OUTSIDE THE FENCE CORNER AT
 OQ0772'THE SOUTHEAST CORNER OF TRUCK PATCH AT THE FARMHOUSE, AND IS
 OQ0772'5.5 METERS WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 OQ0772'
 OQ0772'REFERENCE MARK NO. 2 IS AT THE FENCE CORNER NORTHWEST OF THE
 OQ0772'STATION, AND 7.9 METERS SOUTH OF THE CENTERLINE OF THE ROAD
 OQ0772'RUNNING EAST AND WEST, NORTH OF THE STATION.
 OQ0772'
 OQ0772'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 OQ0772
 OQ0772                          STATION RECOVERY (1934)
 OQ0772
 OQ0772'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 OQ0772'ORIGINAL DESCRIPTION O.K.
 OQ0772'
 OQ0772'NOTE--REFERENCE MARK NO. 1 NEED REPAIRING.  WATER HAS WASHED
 OQ0772'THE SOIL FROM AROUND IT.  PARTY BELIEVES THAT IT MAY HAVE
 OQ0772'TO BE RESET.  PARTY NO. 5 PLANNED TO REPAIR IT, BUT THIS
 OQ0772'WORK WAS TERMINATED BEFORE HAVING THE OPPORTUNITY.
 OQ0772
 OQ0772                          STATION RECOVERY (1935)
 OQ0772
 OQ0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0772'STATION IS ABOUT 3 MILES EAST AND 3/4 MILE NORTH OF THE TOWN
 OQ0772'OF CORSON, IN THE NORTHEAST QUARTER SEC. 19, T. 102 N., R. 47 W.,
 OQ0772'ON THE FARM OF MRS. J.C. ANDERSON.  THE MARK IS ON THE HIGHEST
 OQ0772'POINT OF THE RIDGE SOUTHWEST OF THE ANDERSON FARMHOUSE.  IT IS
 OQ0772'229.5 METERS WEST OF THE SECTION-LINE ROAD RUNNING NORTH AND
 OQ0772'SOUTH, 370.6 METERS SOUTH OF THE SECTION-LINE ROAD RUNNING
 OQ0772'EAST AND WEST.
 OQ0772'
 OQ0772'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 OQ0772'CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED.  TWO NEW MARKS WERE
 OQ0772'SET.
 OQ0772'
 OQ0772'REACHED FROM CORSON BY GOING EAST ON SECTION-LINE ROAD 3.0
 OQ0772'MILES, TURN LEFT (NORTH) ON DIRT ROAD AND GO 0.9 MILE, TURN
 OQ0772'LEFT (WEST) INTO MRS. ANDERSONS FARMYARD.  FROM BARNYARD,
 OQ0772'GO SOUTH ALONG WEST SIDE OF ALFALFA FIELD (1935) FOR 0.1
 OQ0772'MILE, TO JUST SOUTH OF CONCRETE WATER RESERVOIR, TURN RIGHT
 OQ0772'(WEST) AND GO ACROSS FIELD 0.1 MILE TO STATION.
 OQ0772'
 OQ0772'REFERENCE MARK NO. 2 (1927) IS AT THE FENCE CORNER NORTHWEST
 OQ0772'OF STATION , 30 FEET SOUTH OF CENTERLINE OF EAST-AND-WEST
 OQ0772'ROAD.
 OQ0772'
 OQ0772'REFERENCE MARK NO. 3 (1935) IS NORTHEAST OF STATION AT FENCE
 OQ0772'CORNER, 33 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 OQ0772'
 OQ0772'REFERENCE MARK NO. 4 (1935) IS EAST OF STATION AT WEST EDGE
 OQ0772'OF CONCRETE RESERVOIR.
 OQ0772
 OQ0772                          STATION RECOVERY (1949)
 OQ0772
 OQ0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0772'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0772'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS
 OQ0772'NO. 3 AND 4 CHECKED.  AN AZIMUTH MARK WAS ESTABLISHED WHICH IS
 OQ0772'32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 OQ0772'2 FEET WEST OF WITNESS POST AND 0.5 FOOT SOUTH OF FENCE.
 OQ0772'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 OQ0772'CORSON 1949.  TO REACH FROM THE DRIVEWAY LEADING TO THE
 OQ0772'ANDERSON FARM GO NORTH ON GRAVEL ROAD FOR 0.05 MILE TO
 OQ0772'CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO AZIMUTH ON
 OQ0772'RIGHT AS DESCRIBED.
 OQ0772'
 OQ0772'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 OQ0772
 OQ0772                          STATION RECOVERY (1961)
 OQ0772
 OQ0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EWG)
 OQ0772'STATION, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 OQ0772'AZIMUTH MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OQ0772'DESCRIPTION IS ADEQUATE AND COMPLETE.  NEW TO REACH FOLLOWS.
 OQ0772'TO REACH FROM POST OFFICE IN CORSON, SOUTH DAKOTA, GO EAST ON
 OQ0772'GRAVEL ROAD FOR 3.0 MILES TO CROSSROAD, TURN LEFT, NORTH, AND
 OQ0772'GO 0.85 MILE TO A FIELD ENTRANCE ON LEFT AND REFERENCE MARK NO.
 OQ0772'3 AND ABOUT 15 PACES NORTH OF THIS ENTRANCE.  TURN LEFT, NORTH,
 OQ0772'FOR 0.05 MILE TO A GATE ON FENCE CORNER TURN LEFT PASSING
 OQ0772'THROUGH GATE AND GO SOUTH ACROSS FIELD FOR 0.5 MILE TO
 OQ0772'REFERENCE MARK NO. 4 AT THE WEST END OF THE CONCRETE RESERVOIR
 OQ0772'AND STATION 419 FT WEST.
 OQ0772'
 OQ0772'LINE FROM STATION TO REFERENCE MARK NO. 3 AND AZIMUTH MARK IS
 OQ0772'NOW BLOCKED BY CORN BINS WHICH HAVE BEEN BUILT ON LINE.
 OQ0772
 OQ0772                          STATION RECOVERY (1966)
 OQ0772
 OQ0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0772'THE STATION MARK WAS NOT RECOVERED AS IT WAS IN A CORN FIELD
 OQ0772'AND IT WAS NOT POSSIBLE TO MEASURE FROM THE REFERENCE MARKS.
 OQ0772'THE STATION MAY STILL BE IN PLACE.  R.M. NO. 3, R.M. NO. 4 AND
 OQ0772'THE AZIMUTH MARK RECOVERED AND FOUND IN GOOD CONDITION.
 OQ0772'
 OQ0772'TO REACH THE STATION FROM CORSON, FROM THE MAIN INTERSECTION,
 OQ0772'GO EAST ON GRAVEL ROAD FOR 3.0 MILES TO CROSSROADS, TURN LEFT
 OQ0772'AND GO NORTH FOR 0.85 MILE TO A FARM ENTRANCE AND R.M. NO. 3
 OQ0772'ON THE LEFT.  THE REFERENCE MARK IS ABOUT 50 FEET NORTH OF THE
 OQ0772'FARM ENTRANCE AND THE STATION IS IN THE FIELD ABOUT 0.15 MILE
 OQ0772'TO THE SOUTHWEST.  THE AZIMUTH MARK IS 0.2 MILE EAST OF THE
 OQ0772'CROSSROADS TO NORTHEAST OF THE STATION.  A METAL WITNESS POST
 OQ0772'WAS SET 1 FOOT NORTH OF THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0610 ***********************************************************************
 QR0610  DESIGNATION -  CORT
 QR0610  PID         -  QR0610
 QR0610  STATE/COUNTY-  SD/EDMUNDS
 QR0610  COUNTRY     -  US
 QR0610  USGS QUAD   -  MINA (2017)
 QR0610
 QR0610                         *CURRENT SURVEY CONTROL
 QR0610  ______________________________________________________________________
 QR0610* NAD 83(1996) POSITION- 45 28 23.93556(N) 098 45 49.10154(W)   ADJUSTED
 QR0610* NAVD 88 ORTHO HEIGHT -   440.9   (meters)     1447.    (feet) VERTCON3
 QR0610  ______________________________________________________________________
 QR0610  GEOID HEIGHT    -        -23.937 (meters)                     GEOID18
 QR0610  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 QR0610  HORZ ORDER      -  FIRST
 QR0610
 QR0610.The horizontal coordinates were established by classical geodetic methods
 QR0610.and adjusted by the National Geodetic Survey in January 1998.
 QR0610
 QR0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0610
 QR0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0610.GEOID18 height accuracy estimate available here.
 QR0610
 QR0610.Click photographs - Photos may exist for this station.
 QR0610
 QR0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0610
 QR0610. The following values were computed from the NAD 83(1996) position.
 QR0610
 QR0610;                    North         East     Units Scale Factor Converg.
 QR0610;SPC SD N     -   182,980.634   696,670.169   MT  0.99996623   +0 52 30.1
 QR0610;SPC SD N     -   600,328.96  2,285,658.71   sFT  0.99996623   +0 52 30.1
 QR0610;UTM  14      - 5,035,559.101   518,474.824   MT  0.99960420   +0 10 06.6
 QR0610
 QR0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0610!SPC SD N     -   0.99993463  x   0.99996623  =   0.99990086
 QR0610!UTM  14      -   0.99993463  x   0.99960420  =   0.99953886
 QR0610
 QR0610:                Primary Azimuth Mark                     Grid Az
 QR0610:SPC SD N     -  DEEN                                     095 06 39.7
 QR0610:UTM  14      -  DEEN                                     095 49 03.2
 QR0610
 QR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1847435559(NAD 83)
 QR0610
 QR0610|---------------------------------------------------------------------|
 QR0610| PID    Reference Object                     Distance      Geod. Az  |
 QR0610|                                                           dddmmss.s |
 QR0610| CO5456 CORT RM 1                            38.887 METERS 02903     |
 QR0610| QR0590 DEEN                                APPROX.14.2 KM 0955909.8 |
 QR0610| CO5457 CORT RM 2                            28.520 METERS 13752     |
 QR0610| QR0592 SAINT JOHNS EVAN LUTH CH            APPROX.17.0 KM 1380407.1 |
 QR0610| QR0593 ABANDONED CATH CHURCH SPIRE         APPROX.12.5 KM 1570034.9 |
 QR0610| CO5455 CORT AZ MK                                         1653751.8 |
 QR0610| QR0614 RICHLAND METHODIST CH SPIRE         APPROX.16.6 KM 1973811.1 |
 QR0610| QR0663 IPSWICH MUNICIPAL TANK              APPROX.21.0 KM 2612643.6 |
 QR0610| QR0634 WETONKA MUNICIPAL TANK              APPROX.16.8 KM 3583645.8 |
 QR0610|---------------------------------------------------------------------|
 QR0610
 QR0610                          SUPERSEDED SURVEY CONTROL
 QR0610
 QR0610  NAD 83(1986)-  45 28 23.95143(N)    098 45 49.09096(W) AD(       ) 1
 QR0610  NAD 27      -  45 28 24.03500(N)    098 45 47.72200(W) AD(       ) 1
 QR0610  NGVD 29 (07/19/86)  440.6    (m)         1446.     (f) VERT ANG       
 QR0610
 QR0610.Superseded values are not recommended for survey control.
 QR0610
 QR0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0610.See file dsdata.pdf to determine how the superseded data were derived.
 QR0610
 QR0610_MARKER: DS = TRIANGULATION STATION DISK
 QR0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0610_STAMPING: CORT 1934
 QR0610_MARK LOGO: CGS
 QR0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0610+STABILITY: SURFACE MOTION
 QR0610
 QR0610  HISTORY     - Date     Condition        Report By
 QR0610  HISTORY     - 1934     MONUMENTED       CGS
 QR0610  HISTORY     - 1970     GOOD             NGS
 QR0610
 QR0610                          STATION DESCRIPTION
 QR0610
 QR0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0610'STATION IS LOCATED IN THE NE CORNER OF NE 1/4 SEC. 15, T 123
 QR0610'N, R 66 W, ABOUT 0.2 MILE S OF NE CORNER.  IT IS ABOUT 13.4
 QR0610'MILES W AND 1.0 MILE N OF ABERDEEN, 37 FEET W OF CENTER LINE OF
 QR0610'ROAD, 78 FEET E OF SE CORNER OF RED BARN.
 QR0610'
 QR0610'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QR0610'THE TOP OF CONCRETE CYLINDERS.
 QR0610'
 QR0610'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 QR0610'AT THE CENTER OF THE TOP OF BLOCKS OF CONCRETE.
 QR0610'
 QR0610'REFERENCE MARK NO. 1 IS NE OF STATION, 27 FEET E OF CENTER
 QR0610'LINE OF ROAD, AND 61 FEET SE OF SE CORNER OF GARAGE.
 QR0610'
 QR0610'REFERENCE MARK NO. 2 IS SE OF STATION, 25 FEET E OF CENTER LINE
 QR0610'OF ROAD, AND 60 FEET NE OF NE CORNER OF YARD FENCE.
 QR0610'
 QR0610'AZIMUTH MARK IS SE OF STATION, 61 FEET N OF CENTER LINE OF
 QR0610'U.S. HIGHWAY 12, AND 0.5 FOOT S OF FENCE.
 QR0610'
 QR0610'TO REACH AZIMUTH FROM STATION, GO S FOR 0.8 MILE TO CROSSROADS
 QR0610'AND THENCE LEFT (E) FOR 0.2 MILE TO MARK ON N SIDE.
 QR0610'
 QR0610'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 281 AND U.S.
 QR0610'HIGHWAY 12 (CORNER OF MAIN STREET AND SIXTH AVENUE IN ABERDEEN),
 QR0610'GO W ON U.S. HIGHWAY 12 FOR 13.4 MILES TO CROSS ROAD, THENCE
 QR0610'RIGHT (N) FOR 0.8 MILE TO STATION ON W SIDE OF ROAD IN BARNYARD.
 QR0610'
 QR0610'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 QR0610
 QR0610                          STATION RECOVERY (1970)
 QR0610
 QR0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 QR0610'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 QR0610'FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS SEARCHED
 QR0610'FOR BUT NOT FOUND.
 QR0610'
 QR0610'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2197 ***********************************************************************
 PU2197  DESIGNATION -  CORWIN
 PU2197  PID         -  PU2197
 PU2197  STATE/COUNTY-  SD/MEADE
 PU2197  COUNTRY     -  US
 PU2197  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU2197
 PU2197                         *CURRENT SURVEY CONTROL
 PU2197  ______________________________________________________________________
 PU2197* NAD 83(1996) POSITION- 44 28 53.25358(N) 102 34 07.95286(W)   ADJUSTED
 PU2197* NAVD 88 ORTHO HEIGHT -   841.    (meters)     2759.    (feet) SCALED
 PU2197  ______________________________________________________________________
 PU2197  GEOID HEIGHT    -        -18.510 (meters)                     GEOID18
 PU2197  LAPLACE CORR    -         -5.65  (seconds)                    DEFLEC18
 PU2197  HORZ ORDER      -  SECOND
 PU2197
 PU2197.The horizontal coordinates were established by classical geodetic methods
 PU2197.and adjusted by the National Geodetic Survey in January 1998.
 PU2197
 PU2197.The orthometric height was scaled from a topographic map.
 PU2197
 PU2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2197.GEOID18 height accuracy estimate available here.
 PU2197
 PU2197.Click photographs - Photos may exist for this station.
 PU2197
 PU2197.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2197
 PU2197. The following values were computed from the NAD 83(1996) position.
 PU2197
 PU2197;                    North         East     Units Scale Factor Converg.
 PU2197;SPC SD N     -    75,263.537   395,670.401   MT  0.99998822   -1 49 05.1
 PU2197;SPC SD N     -   246,927.12  1,298,128.64   sFT  0.99998822   -1 49 05.1
 PU2197;UTM  13      - 4,928,224.531   693,331.279   MT  1.00005967   +1 42 14.3
 PU2197
 PU2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2197!SPC SD N     -   0.99987098  x   0.99998822  =   0.99985920
 PU2197!UTM  13      -   0.99987098  x   1.00005967  =   0.99993064
 PU2197
 PU2197:                Primary Azimuth Mark                     Grid Az
 PU2197:SPC SD N     -  CORWIN AZ MK                             033 54 28.2
 PU2197:UTM  13      -  CORWIN AZ MK                             030 23 08.8
 PU2197
 PU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9333128224(NAD 83)
 PU2197
 PU2197|---------------------------------------------------------------------|
 PU2197| PID    Reference Object                     Distance      Geod. Az  |
 PU2197|                                                           dddmmss.s |
 PU2197| PU0693 CORWIN AZ MK                                       0320523.1 |
 PU2197| CP9068 CORWIN RM 1                          11.787 METERS 11030     |
 PU2197| CP9069 CORWIN RM 2                           9.712 METERS 19915     |
 PU2197|---------------------------------------------------------------------|
 PU2197
 PU2197                          SUPERSEDED SURVEY CONTROL
 PU2197
 PU2197  NAD 83(1993)-  44 28 53.24550(N)    102 34 07.95325(W) AD(       ) 2
 PU2197  NAD 83(1986)-  44 28 53.24514(N)    102 34 07.95279(W) AD(       ) 2
 PU2197  NAD 27      -  44 28 53.29050(N)    102 34 06.34560(W) AD(       ) 2
 PU2197
 PU2197.Superseded values are not recommended for survey control.
 PU2197
 PU2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2197.See file dsdata.pdf to determine how the superseded data were derived.
 PU2197
 PU2197_MARKER: DS = TRIANGULATION STATION DISK
 PU2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2197_STAMPING: CORWIN 1962
 PU2197_MARK LOGO: CGS
 PU2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2197+STABILITY: SURFACE MOTION
 PU2197
 PU2197  HISTORY     - Date     Condition        Report By
 PU2197  HISTORY     - 1962     MONUMENTED       CGS
 PU2197
 PU2197                          STATION DESCRIPTION
 PU2197
 PU2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2197'THE STATION IS ON THE SUMMIT OF A LOW KNOLL IN A GROUP OF
 PU2197'KNOLLS, 7-1/2 MILES NORTH OF THE BELLE FOURCHE RIVER, 6-1/2
 PU2197'MILES SOUTH OF ENNING, 0.4 MILE WEST OF A NORTH-SOUTH GRAVELED
 PU2197'ROAD, ON THE WEST SIDE OF A NORTH-SOUTH FENCE AND JUST EAST
 PU2197'OF THE CENTER OF SECTION 17, T 6 N, R 13 E.
 PU2197'
 PU2197'TO REACH THE STATION FROM THE POST OFFICE IN ENNING, TURN SOUTH
 PU2197'OFF STATE HIGHWAY 34 AND DRIVE SOUTH ON THE GRAVELED ROAD FOR
 PU2197'2.0 MILES TO A BLADED FIELD ROAD AND THE AZIMUTH MARK ON
 PU2197'THE RIGHT.  TURN RIGHT AND DRIVE WEST ON THE BLADED ROAD FOR
 PU2197'0.1 MILE TO A LARGE METAL QUONSET MACHINERY SHED ON THE RIGHT.
 PU2197'CONTINUE WEST ON A TRACK ROAD FOR 0.3 MILE TO A GATE IN A
 PU2197'NORTH-SOUTH FENCE.  PASS THROUGH THE GATE, TURN SHARP LEFT
 PU2197'AND DRIVE SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.5 MILE
 PU2197'TO THE SUMMIT OF A KNOLL AND THE STATION.
 PU2197'
 PU2197'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 PU2197'EACH STAMPED CORWIN 1962.  THE SURFACE-STATION MARKS IS
 PU2197'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2197'IN DIAMETER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 PU2197'IT IS 41.0 FEET WEST OF THE NORTH-SOUTH FENCE.
 PU2197'
 PU2197'REFERENCE MARK 1, A STANDARD DISK STAMPED CORWIN NO 1 1962,
 PU2197'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2197'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.
 PU2197'IT IS 5.0 FEET WEST OF THE FENCE AND ABOUT 2 FEET LOWER IN
 PU2197'ELEVATION THAN THE STATION MARK.
 PU2197'
 PU2197'REFERENCE MARK 2, A STANDARD DISK STAMPED CORWIN NO 2 1962,
 PU2197'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 PU2197'INCHES IN DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND SURFACE.
 PU2197'IT IS 54-1/2 FEET WEST OF THE FENCE AND ABOUT 3 FEET LOWER IN
 PU2197'ELEVATION THAN THE STATION MARK.
 PU2197'
 PU2197'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORWIN 1962, IS SET IN
 PU2197'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2197'DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2197'IT IS 44.0 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 PU2197'21.0 FEET SOUTH OF THE CENTER OF THE BLADED FIELD ROAD, 2.0
 PU2197'FEET WEST OF A FENCE CORNER POST AND 1.0 FOOT SOUTH OF A
 PU2197'METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0693 ***********************************************************************
 PU0693  DESIGNATION -  CORWIN AZ MK
 PU0693  PID         -  PU0693
 PU0693  STATE/COUNTY-  SD/MEADE
 PU0693  COUNTRY     -  US
 PU0693  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0693
 PU0693                         *CURRENT SURVEY CONTROL
 PU0693  ______________________________________________________________________
 PU0693* NAD 83(1986) POSITION- 44 29 16.     (N) 102 33 47.     (W)   SCALED
 PU0693* NAVD 88 ORTHO HEIGHT -   829.489 (meters)     2721.42  (feet) ADJUSTED
 PU0693  ______________________________________________________________________
 PU0693  GEOID HEIGHT    -        -18.519 (meters)                     GEOID18
 PU0693  DYNAMIC HEIGHT  -        829.263 (meters)     2720.67  (feet) COMP
 PU0693  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 PU0693
 PU0693  VERT ORDER      -  SECOND    CLASS 0
 PU0693
 PU0693.The horizontal coordinates were scaled from a map and have
 PU0693.an estimated accuracy of +/- 6 seconds.
 PU0693
 PU0693.The orthometric height was determined by differential leveling and
 PU0693.adjusted by the NATIONAL GEODETIC SURVEY
 PU0693.in June 1991.
 PU0693
 PU0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0693.GEOID18 height accuracy estimate available here.
 PU0693
 PU0693.Click photographs - Photos may exist for this station.
 PU0693
 PU0693.The dynamic height is computed by dividing the NAVD 88
 PU0693.geopotential number by the normal gravity value computed on the
 PU0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0693.degrees latitude (g = 980.6199 gals.).
 PU0693
 PU0693.The modeled gravity was interpolated from observed gravity values.
 PU0693
 PU0693;                    North         East    Units  Estimated Accuracy
 PU0693;SPC SD N     -    75,950.      396,160.      MT  (+/- 180 meters Scaled)
 PU0693
 PU0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK937289(NAD 83)
 PU0693
 PU0693                          SUPERSEDED SURVEY CONTROL
 PU0693
 PU0693  NGVD 29 (??/??/92)  829.023  (m)         2719.89   (f) ADJ UNCH    2 0
 PU0693
 PU0693.Superseded values are not recommended for survey control.
 PU0693
 PU0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0693.See file dsdata.pdf to determine how the superseded data were derived.
 PU0693
 PU0693_MARKER: DZ = AZIMUTH MARK DISK
 PU0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0693_STAMPING: CORWIN 1962
 PU0693_MARK LOGO: CGS
 PU0693_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0693+STABILITY: SURFACE MOTION
 PU0693
 PU0693  HISTORY     - Date     Condition        Report By
 PU0693  HISTORY     - 1962     MONUMENTED       CGS
 PU0693
 PU0693                          STATION DESCRIPTION
 PU0693
 PU0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0693'6 MI S FROM ENNING.
 PU0693'6.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0693'AT THE JUNCTION OF A FIELD ROAD WEST TO A LARGE BARN, 42 FEET
 PU0693'WEST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTH OF THE
 PU0693'CENTER LINE OF THE FIELD ROAD, 2 FEET WEST OF THE SOUTH END OF A
 PU0693'GATE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 PU0693'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PU0693'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0852 ***********************************************************************
 QS0852  DESIGNATION -  COTTON
 QS0852  PID         -  QS0852
 QS0852  STATE/COUNTY-  SD/CORSON
 QS0852  COUNTRY     -  US
 QS0852  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0852
 QS0852                         *CURRENT SURVEY CONTROL
 QS0852  ______________________________________________________________________
 QS0852* NAD 83(1996) POSITION- 45 31 45.62878(N) 101 25 46.65643(W)   ADJUSTED
 QS0852* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 QS0852  ______________________________________________________________________
 QS0852  GEOID HEIGHT    -        -20.405 (meters)                     GEOID18
 QS0852  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 QS0852  HORZ ORDER      -  SECOND
 QS0852
 QS0852.The horizontal coordinates were established by classical geodetic methods
 QS0852.and adjusted by the National Geodetic Survey in January 1998.
 QS0852
 QS0852.The orthometric height was scaled from a topographic map.
 QS0852
 QS0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0852.GEOID18 height accuracy estimate available here.
 QS0852
 QS0852.Click photographs - Photos may exist for this station.
 QS0852
 QS0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0852
 QS0852. The following values were computed from the NAD 83(1996) position.
 QS0852
 QS0852;                    North         East     Units Scale Factor Converg.
 QS0852;SPC SD N     -   189,455.099   488,329.907   MT  0.99997392   -1 00 42.5
 QS0852;SPC SD N     -   621,570.60  1,602,129.04   sFT  0.99997392   -1 00 42.5
 QS0852;UTM  14      - 5,044,627.617   310,280.624   MT  1.00004255   -1 44 03.5
 QS0852
 QS0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0852!SPC SD N     -   0.99989245  x   0.99997392  =   0.99986638
 QS0852!UTM  14      -   0.99989245  x   1.00004255  =   0.99993500
 QS0852
 QS0852:                Primary Azimuth Mark                     Grid Az
 QS0852:SPC SD N     -  COTTON AZ MK                             178 53 06.8
 QS0852:UTM  14      -  COTTON AZ MK                             179 36 27.8
 QS0852
 QS0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1028044627(NAD 83)
 QS0852
 QS0852|---------------------------------------------------------------------|
 QS0852| PID    Reference Object                     Distance      Geod. Az  |
 QS0852|                                                           dddmmss.s |
 QS0852| CQ8148 COTTON RM 1                          18.205 METERS 08844     |
 QS0852| CQ8147 COTTON AZ MK                                       1775224.3 |
 QS0852| CQ8149 COTTON RM 2                          11.392 METERS 35721     |
 QS0852|---------------------------------------------------------------------|
 QS0852
 QS0852                          SUPERSEDED SURVEY CONTROL
 QS0852
 QS0852  NAD 83(1986)-  45 31 45.62083(N)    101 25 46.65335(W) AD(       ) 2
 QS0852  NAD 27      -  45 31 45.69100(N)    101 25 45.12500(W) AD(       ) 2
 QS0852
 QS0852.Superseded values are not recommended for survey control.
 QS0852
 QS0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0852.See file dsdata.pdf to determine how the superseded data were derived.
 QS0852
 QS0852_MARKER: DS = TRIANGULATION STATION DISK
 QS0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0852_STAMPING: COTTON 1952
 QS0852_MARK LOGO: CGS
 QS0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0852+STABILITY: SURFACE MOTION
 QS0852
 QS0852  HISTORY     - Date     Condition        Report By
 QS0852  HISTORY     - 1952     MONUMENTED       CGS
 QS0852  HISTORY     - 1961     POOR             CGS
 QS0852  HISTORY     - 1974     MARK NOT FOUND   USGS
 QS0852  HISTORY     - 1977     MARK NOT FOUND   NGS
 QS0852
 QS0852                          STATION DESCRIPTION
 QS0852
 QS0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0852'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF ISABEL, IN
 QS0852'THE NORTHEAST 1/4 OF SECTION 17, T 18 N, R 22 E, ON THE RIGHT-OF-WAY
 QS0852'OF STATE HIGHWAY NO. 65, 0.05 MILE SOUTH OF A T-INTERSECTION WHERE
 QS0852'THE HIGHWAY TURNS TO THE EAST, 30 FEET WEST OF THE CENTER OF THE
 QS0852'HIGHWAY, AND 7 FEET NORTH-NORTHWEST OF A 4 IN X 4 IN WITNESS
 QS0852'POST.
 QS0852'
 QS0852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 8
 QS0852'AND STATE HIGHWAY NO. 65 AT THE NORTH EDGE OF ISABEL, GO NORTH
 QS0852'ON NO. 65 FOR 9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QS0852'NORTH FOR 0.3 MILE TO THE STATION ON THE LEFT.
 QS0852'
 QS0852'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED COTTON
 QS0852'1952.
 QS0852'
 QS0852'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QS0852'AND 20 FEET NORTHWEST OF A POWER LINE POLE.  IT PROJECTS 4 INCHES,
 QS0852'AND THE DISK IS STAMPED COTTON NO 1 1952.
 QS0852'
 QS0852'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF THE HIGHWAY.
 QS0852'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED COTTON NO 2 1952.
 QS0852'
 QS0852'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QS0852'6 FEET SOUTH OF A WIRE FENCE, AND 4 FEET NORTH OF A 4 IN X 4 IN
 QS0852'WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0852'COTTON 1952.
 QS0852
 QS0852                          STATION RECOVERY (1961)
 QS0852
 QS0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 QS0852'THE SURFACE STATION MARK WAS FOUND TO BE BROKEN OFF AND WAS
 QS0852'FOUND LYING ON TOP OF THE GROUND.  THE UNDERGROUND MARK WAS
 QS0852'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE STATION MARK
 QS0852'WAS ESTABLISHED FLUSH WITH THE GROUND AND THE DISK WAS STAMPED
 QS0852'COTTON 1952 1961.
 QS0852'
 QS0852'THE REFERENCE AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD
 QS0852'CONDITION.
 QS0852'
 QS0852'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ISABEL IS
 QS0852'ADEQUATE FOR RECOVERY.
 QS0852
 QS0852                          STATION RECOVERY (1974)
 QS0852
 QS0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 QS0852'NOT FOUND, ROAD CONSTRUCTION.
 QS0852
 QS0852                          STATION RECOVERY (1977)
 QS0852
 QS0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QS0852'THE STATION HAS BEEN DESTROYED.  THE STATION MARK, AND REFERENCE
 QS0852'MARKS NO. 1 AND NO. 2 WERE NOT RECOVERED.  THE BASE OF THE AZIMUTH
 QS0852'MARK WAS FOUND, BUT THE TOP OF THE MONUMENT AND DISK WERE NOT
 QS0852'RECOVERED.
 QS0852'
 QS0852'THE HIGHWAY ALONG WHICH THE STATION WAS LOCATED HAS BEEN REGRADED.
 QS0852'AT THE STATION SITE THE HIGHWAY IS NOW ABOUT 10-12 FEET LOWER THEN
 QS0852'THE TOP OF THE BACKSLOPES WHICH HAVE BEEN GRADED OUT 100 FEET AND
 QS0852'MORE FROM THE CENTER OF THE HIGHWAY.
 QS0852'
 QS0852'THE HIGHWAY, WHICH AT THE TIME THE STATION WAS ESTABLISHED TURNED
 QS0852'TO THE EAST 0.05 MILE NORTH OF THE STATION, NOW GOES STRAIGHT
 QS0852'NORTH.
 QS0852'
 QS0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.5 MILES N
 QS0852'OF ISABEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2044 ***********************************************************************
 NM2044  DESIGNATION -  COTTON
 NM2044  PID         -  NM2044
 NM2044  STATE/COUNTY-  SD/CLAY
 NM2044  COUNTRY     -  US
 NM2044  USGS QUAD   -  VERMILLION (2017)
 NM2044
 NM2044                         *CURRENT SURVEY CONTROL
 NM2044  ______________________________________________________________________
 NM2044* NAD 83(1986) POSITION- 42 46 25.     (N) 096 55 53.     (W)   SCALED
 NM2044* NAVD 88 ORTHO HEIGHT -   347.698 (meters)     1140.74  (feet) ADJUSTED
 NM2044  ______________________________________________________________________
 NM2044  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM2044  DYNAMIC HEIGHT  -        347.596 (meters)     1140.40  (feet) COMP
 NM2044  MODELED GRAVITY -    980,316.3   (mgal)                       NAVD 88
 NM2044
 NM2044  VERT ORDER      -  FIRST     CLASS II
 NM2044
 NM2044.The horizontal coordinates were scaled from a map and have
 NM2044.an estimated accuracy of +/- 6 seconds.
 NM2044
 NM2044.The orthometric height was determined by differential leveling and
 NM2044.adjusted by the NATIONAL GEODETIC SURVEY
 NM2044.in June 1994.
 NM2044
 NM2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2044.GEOID18 height accuracy estimate available here.
 NM2044
 NM2044.Click photographs - Photos may exist for this station.
 NM2044
 NM2044.The dynamic height is computed by dividing the NAVD 88
 NM2044.geopotential number by the normal gravity value computed on the
 NM2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2044.degrees latitude (g = 980.6199 gals.).
 NM2044
 NM2044.The modeled gravity was interpolated from observed gravity values.
 NM2044
 NM2044;                    North         East    Units  Estimated Accuracy
 NM2044;SPC SD S     -    54,610.      878,340.      MT  (+/- 180 meters Scaled)
 NM2044
 NM2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN692377(NAD 83)
 NM2044
 NM2044                          SUPERSEDED SURVEY CONTROL
 NM2044
 NM2044.No superseded survey control is available for this station.
 NM2044
 NM2044_MARKER: Z = SEE DESCRIPTION
 NM2044_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM2044_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM2044_STAMPING: COTTON
 NM2044_MARK LOGO: NGS
 NM2044_PROJECTION: PROJECTING 5 CENTIMETERS
 NM2044_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM2044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM2044+STABILITY: POSITION/ELEVATION WELL
 NM2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2044+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2013
 NM2044_ROD/PIPE-DEPTH: 6.4 meters
 NM2044_SLEEVE-DEPTH  : 3.0 meters
 NM2044
 NM2044  HISTORY     - Date     Condition        Report By
 NM2044  HISTORY     - UNK      MONUMENTED       SDDT
 NM2044  HISTORY     - 19930908 GOOD             NGS
 NM2044  HISTORY     - 20120420 GOOD             INDIV
 NM2044  HISTORY     - 20130520 GOOD             SDDENR
 NM2044
 NM2044                          STATION DESCRIPTION
 NM2044
 NM2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2044'IN VERMILLION, AT THE INTERSECTION OF BROADWAY AND SOUTH DAKOTA
 NM2044'STREETS, 152.5 M (500.3 FT) SOUTH OF THE CENTERLINE OF BROADWAY,
 NM2044'108.5 M (356.0 FT) NORTH OF THE CENTER OF A BRIDGE SPANNING THE
 NM2044'VERMILLION RIVER, 13.5 M (44.3 FT) WEST OF THE CENTERLINE OF SOUTH
 NM2044'DAKOTA STREET, 9.0 M (29.5 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 NM2044'ROAD INTO COTTON PARK, 9.0 M (29.5 FT) EAST OF THE EAST CURB OF A
 NM2044'PARKING LOT, 0.4 M (1.3 FT) WEST OF A STEEL GUARD POST, AND 0.4 M
 NM2044'(1.3 FT) EAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A
 NM2044'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 NM2044'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 NM2044'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 NM2044'PVC CAP.
 NM2044
 NM2044                          STATION RECOVERY (2012)
 NM2044
 NM2044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2044'RECOVERED IN GOOD CONDITION.
 NM2044
 NM2044                          STATION RECOVERY (2013)
 NM2044
 NM2044'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 NM2044'ON THE WEST SIDE OF S. DAKOTA ST BETWEEN THE RAILROAD CROSSING AND THE
 NM2044'VERMILLION RIVER BRIDGE.  THE STATION IS ABOUT 25 FT SOUTH OF THE
 NM2044'ENTRANCE TO COTTON PARK AND IS IN THE GRASS BETWEEN THE COTTON PARK
 NM2044'PARKING LOT AND THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0384 ***********************************************************************
 QQ0384  DESIGNATION -  COTTONWOOD
 QQ0384  PID         -  QQ0384
 QQ0384  STATE/COUNTY-  SD/MARSHALL
 QQ0384  COUNTRY     -  US
 QQ0384  USGS QUAD   -  SOUTH RED IRON LAKE (2017)
 QQ0384
 QQ0384                         *CURRENT SURVEY CONTROL
 QQ0384  ______________________________________________________________________
 QQ0384* NAD 83(1996) POSITION- 45 39 36.15275(N) 097 16 45.74090(W)   ADJUSTED
 QQ0384* NAVD 88 ORTHO HEIGHT -   600.    (meters)     1968.    (feet) SCALED
 QQ0384  ______________________________________________________________________
 QQ0384  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 QQ0384  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 QQ0384  HORZ ORDER      -  THIRD
 QQ0384
 QQ0384.The horizontal coordinates were established by classical geodetic methods
 QQ0384.and adjusted by the National Geodetic Survey in January 1998.
 QQ0384
 QQ0384.The orthometric height was scaled from a topographic map.
 QQ0384
 QQ0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0384.GEOID18 height accuracy estimate available here.
 QQ0384
 QQ0384.Click photographs - Photos may exist for this station.
 QQ0384
 QQ0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0384
 QQ0384. The following values were computed from the NAD 83(1996) position.
 QQ0384
 QQ0384;                    North         East     Units Scale Factor Converg.
 QQ0384;SPC SD N     -   206,557.908   811,994.880   MT  0.99999559   +1 55 31.8
 QQ0384;SPC SD N     -   677,682.07  2,664,019.87   sFT  0.99999559   +1 55 31.8
 QQ0384;UTM  14      - 5,057,716.735   634,045.320   MT  0.99982091   +1 13 50.8
 QQ0384
 QQ0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0384!SPC SD N     -   0.99990988  x   0.99999559  =   0.99990547
 QQ0384!UTM  14      -   0.99990988  x   0.99982091  =   0.99973080
 QQ0384
 QQ0384:                Primary Azimuth Mark                     Grid Az
 QQ0384:SPC SD N     -  COTTONWOOD AZ MK                         322 53 31.2
 QQ0384:UTM  14      -  COTTONWOOD AZ MK                         323 35 12.2
 QQ0384
 QQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3404557716(NAD 83)
 QQ0384
 QQ0384|---------------------------------------------------------------------|
 QQ0384| PID    Reference Object                     Distance      Geod. Az  |
 QQ0384|                                                           dddmmss.s |
 QQ0384| CO5465 COTTONWOOD RM 1                       8.461 METERS 08951     |
 QQ0384| CO5466 COTTONWOOD RM 2                       8.732 METERS 26816     |
 QQ0384| CO5464 COTTONWOOD AZ MK                                   3244903.0 |
 QQ0384|---------------------------------------------------------------------|
 QQ0384
 QQ0384                          SUPERSEDED SURVEY CONTROL
 QQ0384
 QQ0384  NAD 83(1986)-  45 39 36.15298(N)    097 16 45.72992(W) AD(       ) 3
 QQ0384  NAD 27      -  45 39 36.30743(N)    097 16 44.40198(W) AD(       ) 3
 QQ0384
 QQ0384.Superseded values are not recommended for survey control.
 QQ0384
 QQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0384.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0384
 QQ0384_MARKER: DS = TRIANGULATION STATION DISK
 QQ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0384_STAMPING: COTTONWOOD 1952
 QQ0384_MARK LOGO: CGS
 QQ0384_PROJECTION: FLUSH
 QQ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0384+STABILITY: SURFACE MOTION
 QQ0384
 QQ0384  HISTORY     - Date     Condition        Report By
 QQ0384  HISTORY     - 1952     MONUMENTED       CGS
 QQ0384
 QQ0384                          STATION DESCRIPTION
 QQ0384
 QQ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0384'THE STATION IS IN SECTION 34, T 126 N, R 53 W, ON THE RIGHT-OF-WAY
 QQ0384'OF OLD STATE HIGHWAY 10, ABOUT 6-1/2 MILES EAST AND 4 MILES SOUTH
 QQ0384'OF LAKE CITY, 2 MILES EAST OF THE SOUTH END OF COTTONWOOD LAKE,
 QQ0384'32 FEET SOUTH OF THE CENTER OF THE ROAD AND 9 FEET SOUTHEAST
 QQ0384'OF A WHITE 4 IN X 4 IN WITNESS POST.
 QQ0384'
 QQ0384'TO REACH THE STATION FROM THE RAILROAD OVERPASS ON STATE HIGHWAY
 QQ0384'10 AT THE SOUTHEAST EDGE OF TOWN OF LAKE CITY, GO SOUTHEASTERLY
 QQ0384'ON STATE HIGHWAY 10 FOR 8 MILES TO THE AZIMUTH MARK ON THE LEFT
 QQ0384'AS DESCRIBED BELOW, CONTINUE EASTERLY ON THE HIGHWAY FOR 0.75
 QQ0384'MILE TO A GRAVELED ROAD ON THE RIGHT, A STORE AND GAS STATION IN
 QQ0384'THE SOUTHEAST CORNER OF THIS INTERSECTION, TURN SHARP RIGHT
 QQ0384'(SOUTHWEST) AND FOLLOW THE GRAVELED ROAD (OLD STATE HIGHWAY 10)
 QQ0384'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 QQ0384'
 QQ0384'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QQ0384'STAMPED COTTONWOOD 1952.
 QQ0384'
 QQ0384'REFERENCE MARK 1 IS 32 FEET SOUTH OF THE GRAVELED ROAD.  THE
 QQ0384'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 QQ0384'STAMPED COTTONWOOD NO 2 1952.
 QQ0384'
 QQ0384'REFERENCE MARK 2 IS 35 FEET SOUTHEAST OF A TELEPHONE POLE AND
 QQ0384'32 FEET SOUTH OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH WITH THE
 QQ0384'SURFACE OF THE GROUND AND THE DISK IS STAMPED COTTONWOOD NO 2 1952.
 QQ0384'
 QQ0384'THE AZIMUTH MARK IS 44 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QQ0384'13 FEET EAST OF A 3-WAY FENCE CORNER AND 2 FEET EAST OF A WHITE
 QQ0384'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QQ0384'IS STAMPED COTTONWOOD 1952.
 QQ0384'
 QQ0384'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1170 ***********************************************************************
 PT1170  DESIGNATION -  COTTONWOOD
 PT1170  PID         -  PT1170
 PT1170  STATE/COUNTY-  SD/HAAKON
 PT1170  COUNTRY     -  US
 PT1170  USGS QUAD   -  GRINDSTONE SW (2017)
 PT1170
 PT1170                         *CURRENT SURVEY CONTROL
 PT1170  ______________________________________________________________________
 PT1170* NAD 83(1996) POSITION- 44 00 31.86940(N) 101 58 51.25267(W)   ADJUSTED
 PT1170* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 PT1170  ______________________________________________________________________
 PT1170  GEOID HEIGHT    -        -19.932 (meters)                     GEOID18
 PT1170  LAPLACE CORR    -         -8.47  (seconds)                    DEFLEC18
 PT1170  HORZ ORDER      -  SECOND
 PT1170
 PT1170.The horizontal coordinates were established by classical geodetic methods
 PT1170.and adjusted by the National Geodetic Survey in January 1998.
 PT1170
 PT1170.The orthometric height was scaled from a topographic map.
 PT1170
 PT1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1170.GEOID18 height accuracy estimate available here.
 PT1170
 PT1170.Click photographs - Photos may exist for this station.
 PT1170
 PT1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1170
 PT1170. The following values were computed from the NAD 83(1996) position.
 PT1170
 PT1170;                    North         East     Units Scale Factor Converg.
 PT1170;SPC SD S     -   187,448.837   467,892.223   MT  0.99993006   -1 08 11.7
 PT1170;SPC SD S     -   614,988.39  1,535,076.40   sFT  0.99993006   -1 08 11.7
 PT1170;UTM  14      - 4,877,176.852   261,040.369   MT  1.00030236   -2 04 19.3
 PT1170;UTM  13      - 4,877,288.336   742,021.412   MT  1.00032047   +2 05 54.9
 PT1170
 PT1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1170!SPC SD S     -   0.99987402  x   0.99993006  =   0.99980409
 PT1170!UTM  14      -   0.99987402  x   1.00030236  =   1.00017634
 PT1170!UTM  13      -   0.99987402  x   1.00032047  =   1.00019445
 PT1170
 PT1170:                Primary Azimuth Mark                     Grid Az
 PT1170:SPC SD S     -  TT 35 EV                                 178 20 38.7
 PT1170:UTM  14      -  TT 35 EV                                 179 16 46.3
 PT1170:UTM  13      -  TT 35 EV                                 175 06 32.1
 PT1170
 PT1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6104077176(NAD 83)
 PT1170
 PT1170|---------------------------------------------------------------------|
 PT1170| PID    Reference Object                     Distance      Geod. Az  |
 PT1170|                                                           dddmmss.s |
 PT1170| CP9074 COTTONWOOD RM 1                      54.012 METERS 03343     |
 PT1170| CP9075 COTTONWOOD RM 2                      35.020 METERS 15243     |
 PT1170| CQ4297 TT 35 EV                                           1771227.0 |
 PT1170|---------------------------------------------------------------------|
 PT1170
 PT1170                          SUPERSEDED SURVEY CONTROL
 PT1170
 PT1170  NAD 83(1986)-  44 00 31.86172(N)    101 58 51.25481(W) AD(       ) 2
 PT1170  NAD 27      -  44 00 31.90080(N)    101 58 49.70870(W) AD(       ) 2
 PT1170
 PT1170.Superseded values are not recommended for survey control.
 PT1170
 PT1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1170.See file dsdata.pdf to determine how the superseded data were derived.
 PT1170
 PT1170_MARKER: DB = BENCH MARK DISK
 PT1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1170_STAMPING: COTTONWOOD 1957
 PT1170_MARK LOGO: USGS
 PT1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1170+STABILITY: SURFACE MOTION
 PT1170
 PT1170  HISTORY     - Date     Condition        Report By
 PT1170  HISTORY     - 1957     MONUMENTED       USGS
 PT1170
 PT1170                          STATION DESCRIPTION
 PT1170
 PT1170'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (GWM)
 PT1170'LOCATED ABOUT 6 MILES EAST-NORTHEAST OF QUINN, 4-1/2 MILES NORTHWEST
 PT1170'OF COTTONWOOD AND 2-1/2 MILES NORTH OF U.S. HIGHWAY 14.  IT
 PT1170'IS IN SECTION 29, T 1 N, R 18 E.
 PT1170'
 PT1170'REACHED FROM THE POST OFFICE IN QUINN, GO SOUTH ON MAIN STREET
 PT1170'FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 14, TURN LEFT
 PT1170'AND GO EAST ON U.S. HIGHWAY 14 FOR 5.0 MILES TO A ROAD-SIDE
 PT1170'PARK ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 2.05 MILES
 PT1170'TO A CROSSROAD, TURN LEFT, CROSSING RAILROAD TRACKS AND CATTLE
 PT1170'GUARD AND GO NORTH FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK
 PT1170'AND CONTINUE NORTH FOR 0.4 MILE TO WHERE THE MAIN ROAD TURNS
 PT1170'LEFT AND TRACK ROAD CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT
 PT1170'AHEAD NORTH PASSING THROUGH GATE ON TRACK ROAD FOR 0.55
 PT1170'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR
 PT1170'ABOUT 50 YARDS TO A GATE ON THE LEFT, TURN LEFT PASS
 PT1170'THROUGH GATE AND GO NORTH AND WEST FOR 0.9 MILE TO TWO GATES
 PT1170'IN A EAST-WEST FENCE, PASS THROUGH THE EAST GATE AND CONTINUE
 PT1170'NORTH FOR 0.25 MILE TO A GATE ON THE LEFT, THENCE TURN
 PT1170'RIGHT AND GO EAST ON TRACK ROAD FOR 0.2 MILE, TURN LEFT LEAVING
 PT1170'TRACK ROAD AND GO NORTH FOR 0.2 MILE TO THE TOP OF RIDGE, TURN
 PT1170'LEFT AND FOLLOW THE TOP OF THE RIDGE FOR 0.15 MILE TO THE
 PT1170'HIGHEST POINT AND THE STATION.
 PT1170'
 PT1170'STATION MARK, A STANDARD GEOLOGICAL SURVEY BENCH MARK, STAMPED
 PT1170'COTTONWOOD 1957, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 PT1170'MONUMENT THAT PROJECTS 6 INCHES.
 PT1170'
 PT1170'REFERENCE MARK 1, A STANDARD GEOLOGICAL SURVEY BENCH MARK,
 PT1170'STAMPED COTTONWOOD R.M. 1 1957, IS SET IN THE TOP OF A 6-INCH
 PT1170'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 3
 PT1170'FEET WEST OF A TELEPHONE POLE AND ABOUT 3 FEET LOWER THAN THE
 PT1170'STATION.
 PT1170'
 PT1170'REFERENCE MARK 2, A STANDARD GEOLOGICAL SURVEY BENCH MARK,
 PT1170'STAMPED COTTONWOOD R.M. 2 1957, IS SET IN THE TOP OF A 6-INCH
 PT1170'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS ABOUT
 PT1170'6 FEET LOWER THAN THE STATION.
 PT1170'
 PT1170'AZIMUTH MARK, A STANDARD GEOLOGICAL SURVEY BENCH MARK, STAMPED
 PT1170'TT 35 EV 1957, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 PT1170'MONUMENT THAT PROJECTS 12-INCHES.  IT IS 48 FEET SOUTH OF A
 PT1170'POWERLINE POLE, 48 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 PT1170'1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1183 ***********************************************************************
 PT1183  DESIGNATION -  COTTONWOOD
 PT1183  PID         -  PT1183
 PT1183  STATE/COUNTY-  SD/ZIEBACH
 PT1183  COUNTRY     -  US
 PT1183  USGS QUAD   -  SEARS DAM (2017)
 PT1183
 PT1183                         *CURRENT SURVEY CONTROL
 PT1183  ______________________________________________________________________
 PT1183* NAD 83(1996) POSITION- 44 48 57.84565(N) 101 33 35.29072(W)   ADJUSTED
 PT1183* NAVD 88 ORTHO HEIGHT -   742.    (meters)     2434.    (feet) SCALED
 PT1183  ______________________________________________________________________
 PT1183  GEOID HEIGHT    -        -20.953 (meters)                     GEOID18
 PT1183  LAPLACE CORR    -         -6.83  (seconds)                    DEFLEC18
 PT1183  HORZ ORDER      -  THIRD
 PT1183
 PT1183.The horizontal coordinates were established by classical geodetic methods
 PT1183.and adjusted by the National Geodetic Survey in January 1998.
 PT1183
 PT1183.The orthometric height was scaled from a topographic map.
 PT1183
 PT1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1183.GEOID18 height accuracy estimate available here.
 PT1183
 PT1183.Click photographs - Photos may exist for this station.
 PT1183
 PT1183.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1183
 PT1183. The following values were computed from the NAD 83(1996) position.
 PT1183
 PT1183;                    North         East     Units Scale Factor Converg.
 PT1183;SPC SD N     -   110,391.973   476,635.738   MT  0.99994749   -1 06 14.2
 PT1183;SPC SD N     -   362,177.66  1,563,762.42   sFT  0.99994749   -1 06 14.2
 PT1183;UTM  14      - 4,965,706.030   297,603.399   MT  1.00010376   -1 48 17.4
 PT1183
 PT1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1183!SPC SD N     -   0.99988689  x   0.99994749  =   0.99983438
 PT1183!UTM  14      -   0.99988689  x   1.00010376  =   0.99999064
 PT1183
 PT1183:                Primary Azimuth Mark                     Grid Az
 PT1183:SPC SD N     -  COTTONWOOD AZ MK                         325 29 23.9
 PT1183:UTM  14      -  COTTONWOOD AZ MK                         326 11 27.1
 PT1183
 PT1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9760365706(NAD 83)
 PT1183
 PT1183|---------------------------------------------------------------------|
 PT1183| PID    Reference Object                     Distance      Geod. Az  |
 PT1183|                                                           dddmmss.s |
 PT1183| CP9073 COTTONWOOD RM 2                      16.880 METERS 09457     |
 PT1183| CP9071 COTTONWOOD AZ MK                                   3242309.7 |
 PT1183| CP9072 COTTONWOOD RM 1                      12.887 METERS 35837     |
 PT1183|---------------------------------------------------------------------|
 PT1183
 PT1183                          SUPERSEDED SURVEY CONTROL
 PT1183
 PT1183  NAD 83(1986)-  44 48 57.83797(N)    101 33 35.29108(W) AD(       ) 3
 PT1183  NAD 27      -  44 48 57.89500(N)    101 33 33.74600(W) AD(       ) 3
 PT1183
 PT1183.Superseded values are not recommended for survey control.
 PT1183
 PT1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1183.See file dsdata.pdf to determine how the superseded data were derived.
 PT1183
 PT1183_MARKER: DS = TRIANGULATION STATION DISK
 PT1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1183_STAMPING: COTTONWOOD 1952
 PT1183_MARK LOGO: CGS
 PT1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1183+STABILITY: SURFACE MOTION
 PT1183
 PT1183  HISTORY     - Date     Condition        Report By
 PT1183  HISTORY     - 1952     MONUMENTED       CGS
 PT1183
 PT1183                          STATION DESCRIPTION
 PT1183
 PT1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1183'THE STATION IS ABOUT 20 MILES SOUTHWEST OF EAGLE BUTTE, 16
 PT1183'MILES SOUTH-SOUTHEAST OF DUPREE, IN SECTION 22, T 10 N,
 PT1183'R 21 E, ON THE CHEYENNE RIVER INDIAN RESERVATION, 79 FEET
 PT1183'NORTHEAST OF THE CENTER OF A TRACK ROAD, AND 9 FEET NORTHEAST OF
 PT1183'A 4 X 4 INCH WITNESS POST.
 PT1183'
 PT1183'TO REACH THE STATION FROM THE COURTHOUSE IN DUPREE, GO SOUTH
 PT1183'ON GRAVELED ROAD FOR 0.65 MILE TO A CROSS ROAD, TURN RIGHT
 PT1183'AND GO WEST FOR 1.0 MILE, TURN LEFT AND FOLLOW MAIN GRAVELED
 PT1183'ROAD SOUTH FOR 16.0 MILES TO A SIDE ROAD LEFT AT AN OIL DRUM
 PT1183'MAILBOX ON RIGHT, TURN LEFT AND GO EAST ON BLADED ROAD FOR
 PT1183'2.3 MILES TO A FORK JUST BEFORE REACHING A SMALL SCHOOLHOUSE,
 PT1183'BEAR RIGHT AND GO SOUTHEAST FOR 0.15 MILE TO A FORK, BEAR LEFT
 PT1183'AND GO SOUTHEAST FOR 0.7 MILE TO A FORK, BEAR RIGHT AND GO
 PT1183'0.1 MILE TO A GATE AND THE AZIMUTH MARK ON RIGHT, PASS
 PT1183'THROUGH GATE AND GO SOUTHEAST FOR 0.35 MILE TO STATION ON THE
 PT1183'LEFT.
 PT1183'
 PT1183'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1183'COTTONWOOD 1952.
 PT1183'
 PT1183'REFERENCE MARK 1 IS 102 FEET NORTHEAST OF CENTER OF A BLADED
 PT1183'ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1183'COTTONWOOD NO 1 1952.
 PT1183'
 PT1183'REFERENCE MARK 2 IS 60 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 PT1183'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED COTTONWOOD
 PT1183'NO 2 1952.
 PT1183'
 PT1183'THE AZIMUTH MARK IS 90 FEET SOUTHEAST OF A WIRE GATE, 4 FEET
 PT1183'SOUTH OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT SOUTHWEST OF A
 PT1183'WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 PT1183'STAMPED COTTONWOOD 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0703 ***********************************************************************
 PS0703  DESIGNATION -  COUNT
 PS0703  PID         -  PS0703
 PS0703  STATE/COUNTY-  SD/HYDE
 PS0703  COUNTRY     -  US
 PS0703  USGS QUAD   -  CHAPELLE LAKE (2017)
 PS0703
 PS0703                         *CURRENT SURVEY CONTROL
 PS0703  ______________________________________________________________________
 PS0703* NAD 83(1996) POSITION- 44 26 58.71339(N) 099 33 46.03463(W)   ADJUSTED
 PS0703* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 PS0703  ______________________________________________________________________
 PS0703  GEOID HEIGHT    -        -23.880 (meters)                     GEOID18
 PS0703  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 PS0703  HORZ ORDER      -  FIRST
 PS0703
 PS0703.The horizontal coordinates were established by classical geodetic methods
 PS0703.and adjusted by the National Geodetic Survey in January 1998.
 PS0703
 PS0703.The orthometric height was scaled from a topographic map.
 PS0703
 PS0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0703.GEOID18 height accuracy estimate available here.
 PS0703
 PS0703.Click photographs - Photos may exist for this station.
 PS0703
 PS0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0703
 PS0703. The following values were computed from the NAD 83(1996) position.
 PS0703
 PS0703;                    North         East     Units Scale Factor Converg.
 PS0703;SPC SD N     -    68,579.893   634,800.859   MT  0.99999385   +0 18 34.0
 PS0703;SPC SD N     -   224,999.20  2,082,675.82   sFT  0.99999385   +0 18 34.0
 PS0703;SPC SD S     -   235,400.476   661,333.775   MT  1.00001224   +0 31 53.6
 PS0703;SPC SD S     -   772,309.73  2,169,725.89   sFT  1.00001224   +0 31 53.6
 PS0703;UTM  14      - 4,921,969.637   455,221.161   MT  0.99962466   -0 23 38.8
 PS0703
 PS0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0703!SPC SD N     -   0.99990805  x   0.99999385  =   0.99990190
 PS0703!SPC SD S     -   0.99990805  x   1.00001224  =   0.99992029
 PS0703!UTM  14      -   0.99990805  x   0.99962466  =   0.99953274
 PS0703
 PS0703:                Primary Azimuth Mark                     Grid Az
 PS0703:SPC SD N     -  COUNT AZ MK                              357 58 12.2
 PS0703:SPC SD S     -  COUNT AZ MK                              357 44 52.6
 PS0703:UTM  14      -  COUNT AZ MK                              358 40 25.0
 PS0703
 PS0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5522121969(NAD 83)
 PS0703
 PS0703|---------------------------------------------------------------------|
 PS0703| PID    Reference Object                     Distance      Geod. Az  |
 PS0703|                                                           dddmmss.s |
 PS0703| CO5468 COUNT RM 1                           30.114 METERS 00737     |
 PS0703| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.12.0 KM 0534847.1 |
 PS0703| CO5469 COUNT RM 2                           28.339 METERS 17437     |
 PS0703| PS0733 HARROLD MUNICIPAL TANK              APPROX.16.1 KM 2994417.7 |
 PS0703| CO5467 COUNT AZ MK                                        3581646.2 |
 PS0703|---------------------------------------------------------------------|
 PS0703
 PS0703                          SUPERSEDED SURVEY CONTROL
 PS0703
 PS0703  NAD 83(1986)-  44 26 58.71032(N)    099 33 46.04077(W) AD(       ) 1
 PS0703  NAD 27      -  44 26 58.76300(N)    099 33 44.62900(W) AD(       ) 1
 PS0703
 PS0703.Superseded values are not recommended for survey control.
 PS0703
 PS0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0703.See file dsdata.pdf to determine how the superseded data were derived.
 PS0703
 PS0703_MARKER: DS = TRIANGULATION STATION DISK
 PS0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0703_STAMPING: COUNT 1951
 PS0703_MARK LOGO: CGS
 PS0703_PROJECTION: FLUSH
 PS0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0703+STABILITY: SURFACE MOTION
 PS0703
 PS0703  HISTORY     - Date     Condition        Report By
 PS0703  HISTORY     - 1951     MONUMENTED       CGS
 PS0703
 PS0703                          STATION DESCRIPTION
 PS0703
 PS0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0703'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HARROLD AND 7
 PS0703'MILES SOUTHWEST OF HIGHMORE ON THE EAST SIDE OF A DIRT SECTION
 PS0703'LINE ROAD.  IT IS 36 FEET EAST OF THE CENTER OF THE ROAD AND 13
 PS0703'FEET WEST OF A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE
 PS0703'OF THE GROUND AND THE DISK IS STAMPED COUNT 1951.
 PS0703'
 PS0703'REFERENCE MARK NO. 1 IS 44 FEET EAST OF THE CENTER OF THE ROAD
 PS0703'AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND
 PS0703'THE DISK IS STAMPED COUNT NO 1 1951.
 PS0703'
 PS0703'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE CENTER OF THE ROAD
 PS0703'AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND
 PS0703'THE DISK IS STAMPED COUNT NO 2 1951.
 PS0703'
 PS0703'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF A DIRT SECTION
 PS0703'LINE ROAD AND 1.5 FEET SOUTH OF A WITNESS POST.  THE MARK
 PS0703'PROJECTS 5 INCHES AND THE DISK IS STAMPED COUNT 1951.
 PS0703'
 PS0703'TO REACH THE STATION FROM THE CROSS-STREETS JUST WEST OF THE
 PS0703'POST OFFICE IN HIGHMORE, GO NORTH FOR 0.5 MILE TO U.S. HIGHWAY 14,
 PS0703'TURN LEFT AND GO WEST ON THE HIGHWAY FOR 4.0 MILES TO A
 PS0703'CROSS-ROADS, TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 5.0 MILES
 PS0703'TO ANOTHER CROSS-ROADS, TURN RIGHT AND GO WEST FOR 2.0 MILES
 PS0703'TO A CROSS-ROAD.  (THE AZIMUTH MARK IS ON THE LEFT 0.1 MILE
 PS0703'NORTH OF THIS CROSS-ROADS.) TURN LEFT AND GO 0.3 MILE UP A
 PS0703'GRADE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 PS0703'
 PS0703'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0693 ***********************************************************************
 OS0693  DESIGNATION -  COUNTRY CH WHITE CUPOLA
 OS0693  PID         -  OS0693
 OS0693  STATE/COUNTY-  SD/TRIPP
 OS0693  COUNTRY     -  US
 OS0693  USGS QUAD   -  CLEARFIELD (2017)
 OS0693
 OS0693                         *CURRENT SURVEY CONTROL
 OS0693  ______________________________________________________________________
 OS0693* NAD 83(1996) POSITION- 43 11 01.09407(N) 100 02 19.27571(W)   ADJUSTED
 OS0693  ______________________________________________________________________
 OS0693  GEOID HEIGHT    -        -24.255 (meters)                     GEOID18
 OS0693  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 OS0693  HORZ ORDER      -  THIRD
 OS0693
 OS0693.The horizontal coordinates were established by classical geodetic methods
 OS0693.and adjusted by the National Geodetic Survey in January 1998.
 OS0693
 OS0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0693.GEOID18 height accuracy estimate available here.
 OS0693
 OS0693.Click photographs - Photos may exist for this station.
 OS0693
 OS0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0693
 OS0693. The following values were computed from the NAD 83(1996) position.
 OS0693
 OS0693;                    North         East     Units Scale Factor Converg.
 OS0693;SPC SD S     -    94,503.681   623,952.421   MT  0.99993549   +0 12 11.7
 OS0693;SPC SD S     -   310,050.83  2,047,083.90   sFT  0.99993549   +0 12 11.7
 OS0693;UTM  14      - 4,781,731.352   415,590.540   MT  0.99968765   -0 42 39.1
 OS0693
 OS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1559081731(NAD 83)
 OS0693
 OS0693                          SUPERSEDED SURVEY CONTROL
 OS0693
 OS0693  NAD 83(1995)-  43 11 01.09366(N)    100 02 19.27406(W) AD(       ) 3
 OS0693  NAD 83(1986)-  43 11 01.10033(N)    100 02 19.29485(W) AD(       ) 3
 OS0693  NAD 27      -  43 11 01.09000(N)    100 02 17.87000(W) AD(       ) 3
 OS0693
 OS0693.Superseded values are not recommended for survey control.
 OS0693
 OS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0693.See file dsdata.pdf to determine how the superseded data were derived.
 OS0693
 OS0693_MARKER: 86 = CUPOLA
 OS0693
 OS0693  HISTORY     - Date     Condition        Report By
 OS0693  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0693
 OS0693                          STATION DESCRIPTION
 OS0693
 OS0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0693'THE POINT OBSERVED ON IS THE SQUARE WHITE CUPOLA ON A SMALL WHITE
 OS0693'COUNTRY CHURCH ABOUT 2.5 MILES EAST OF TRIANGULATION STATION
 OS0693'HANSEN, ABOUT 2.5 MILES EAST OF CLEARFIELD, S.DAK.
 OS0693'
 OS0693'THE POINT WAS OBSERVED UPON FROM TRIANGULATION STATIONS HANSEN
 OS0693'AND FARRAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0918 ***********************************************************************
 OQ0918  DESIGNATION -  COUNTY LINE MONUMENT
 OQ0918  PID         -  OQ0918
 OQ0918  STATE/COUNTY-  SD/HUTCHINSON
 OQ0918  COUNTRY     -  US
 OQ0918  USGS QUAD   -  MILLTOWN (2017)
 OQ0918
 OQ0918                         *CURRENT SURVEY CONTROL
 OQ0918  ______________________________________________________________________
 OQ0918* NAD 83(1996) POSITION- 43 29 59.34019(N) 097 45 32.97982(W)   ADJUSTED
 OQ0918* NAVD 88 ORTHO HEIGHT -   400.    (meters)     1312.    (feet) SCALED
 OQ0918  ______________________________________________________________________
 OQ0918  GEOID HEIGHT    -        -26.242 (meters)                     GEOID18
 OQ0918  LAPLACE CORR    -          4.12  (seconds)                    DEFLEC18
 OQ0918  HORZ ORDER      -  SECOND
 OQ0918
 OQ0918.The horizontal coordinates were established by classical geodetic methods
 OQ0918.and adjusted by the National Geodetic Survey in January 1998.
 OQ0918
 OQ0918.The orthometric height was scaled from a topographic map.
 OQ0918
 OQ0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0918.GEOID18 height accuracy estimate available here.
 OQ0918
 OQ0918.Click photographs - Photos may exist for this station.
 OQ0918
 OQ0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0918
 OQ0918. The following values were computed from the NAD 83(1996) position.
 OQ0918
 OQ0918;                    North         East     Units Scale Factor Converg.
 OQ0918;SPC SD S     -   132,811.460   808,138.861   MT  0.99990900   +1 46 32.9
 OQ0918;SPC SD S     -   435,732.27  2,651,368.91   sFT  0.99990900   +1 46 32.9
 OQ0918;UTM  14      - 4,817,068.811   600,315.518   MT  0.99972378   +0 51 15.1
 OQ0918
 OQ0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0918!SPC SD S     -   0.99994135  x   0.99990900  =   0.99985035
 OQ0918!UTM  14      -   0.99994135  x   0.99972378  =   0.99966515
 OQ0918
 OQ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0031517068(NAD 83)
 OQ0918
 OQ0918                          SUPERSEDED SURVEY CONTROL
 OQ0918
 OQ0918  NAD 83(1995)-  43 29 59.34722(N)    097 45 32.96822(W) AD(       ) 2
 OQ0918  NAD 83(1986)-  43 29 59.35241(N)    097 45 32.96367(W) AD(       ) 2
 OQ0918  NAD 27      -  43 29 59.41800(N)    097 45 31.72600(W) AD(       ) 2
 OQ0918  USSD        -  43 29 59.59300(N)    097 45 32.09900(W) AD(       ) 3
 OQ0918
 OQ0918.Superseded values are not recommended for survey control.
 OQ0918
 OQ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0918.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0918
 OQ0918_MARKER: I = METAL ROD
 OQ0918_SETTING: 0 = UNSPECIFIED SETTING
 OQ0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0918
 OQ0918  HISTORY     - Date     Condition        Report By
 OQ0918  HISTORY     - 1903     MONUMENTED       USGS
 OQ0918  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OQ0918  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0918
 OQ0918                          STATION DESCRIPTION
 OQ0918
 OQ0918'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (OWF)
 OQ0918'ON THE COUNTY LINE BETWEEN HANSON AND HUTCHINSON COUNTIES,
 OQ0918'AT THE NORTHWEST CORNER OF SEC. 7, T. 100 N., R. 58 W., AND
 OQ0918'THE NORTHEAST CORNER OF SEC. 12, T. 100 N., R. 59 W., IN
 OQ0918'ABOUT THE MIDDLE OF THE ROAD.  MARKED BY AN IRON PIPE
 OQ0918'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, AND WHILE APPARENTLY
 OQ0918'SET BY THE UNITED STATES GEOLOGICAL SURVEY, THE CAP BEARING
 OQ0918'LEGEND AND INSCRIPTION HAS BEEN BROKEN AWAY.
 OQ0918
 OQ0918                          STATION RECOVERY (1928)
 OQ0918
 OQ0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FCK)
 OQ0918'COPIED FROM LETTER FROM F.C. KRATZ, OLIVET, S.D., JUNE 11,
 OQ0918'1928.
 OQ0918'
 OQ0918'I TAKE THE PLEASURE TO REPORT TO YOU THE CONDITION OF A LEVEL
 OQ0918'OR ELEVATION POST, GIVEN IN THE RECORDS AS BEING SITUATED IN THE
 OQ0918'NORTHEAST CORNER OF SEC. 12, T 100 N., R 59 W.  I WAS CALLED
 OQ0918'UPON TO MAKE A SURVEY TO LOCATE THE ORIGINAL SEC. CORNERS,
 OQ0918'AND I FOUND THE ORIGINAL MOUND.  I THEN DISCOVERED THAT THIS
 OQ0918'PARTICULAR POST IS NOT AT ALL IN THE NE CORNER OF SEC. 12.
 OQ0918'IN REALITY IT IS IN NW CORNER OF SEC. 7, T 100, R 58, AND IS
 OQ0918'LOCATED SO NEAR THE INTERSECTIONS OF THE ROADS, THAT ONE CAR
 OQ0918'HAS LATELY BEEN WRECKED BY IT, AND IN TURN THE POST WAS ALSO
 OQ0918'BENT OVER AND CAP TORN OFF AND PART OF THE TUBE BROKEN OUT.
 OQ0918
 OQ0918                          STATION RECOVERY (1935)
 OQ0918
 OQ0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0918'RECOVERED MAY 11TH, 1935 AND FOUND IN A DAMAGED CONDITION.  THE
 OQ0918'PIPE IS BENT OVER AND THE CAP RIPPED OFF, APPARENTLY BY
 OQ0918'ROAD-GRADING MACHINERY.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE
 OQ0918'GROUND.
 OQ0918'
 OQ0918'WHILE THE PUBLISHED DESCRIPTION OF THE MARK IS CORRECT, THE
 OQ0918'FOLLOWING ADDITIONAL MEASUREMENTS WERE MADE--24 FEET SOUTHEAST OF
 OQ0918'INTERSECTION OF COUNTY-LINE ROAD AND SECTION-LINE ROAD ENTERING
 OQ0918'FROM THE SOUTH, 19 FEET WEST OF EAST RIGHT-OF-WAY FENCE OF
 OQ0918'SECTION-LINE ROAD, AND 13 FEET NORTH OF SOUTH RIGHT-OF-WAY
 OQ0918'FENCE OF COUNTY-LINE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0685 ***********************************************************************
 PS0685  DESIGNATION -  COURTS
 PS0685  PID         -  PS0685
 PS0685  STATE/COUNTY-  SD/HAND
 PS0685  COUNTRY     -  US
 PS0685  USGS QUAD   -  MILLER DALE COLONY NW (2017)
 PS0685
 PS0685                         *CURRENT SURVEY CONTROL
 PS0685  ______________________________________________________________________
 PS0685* NAD 83(1996) POSITION- 44 29 03.01901(N) 099 11 24.79397(W)   ADJUSTED
 PS0685* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 PS0685  ______________________________________________________________________
 PS0685  GEOID HEIGHT    -        -24.182 (meters)                     GEOID18
 PS0685  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 PS0685  HORZ ORDER      -  SECOND
 PS0685
 PS0685.The horizontal coordinates were established by classical geodetic methods
 PS0685.and adjusted by the National Geodetic Survey in January 1998.
 PS0685
 PS0685.The orthometric height was scaled from a topographic map.
 PS0685
 PS0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0685.GEOID18 height accuracy estimate available here.
 PS0685
 PS0685.Click photographs - Photos may exist for this station.
 PS0685
 PS0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0685
 PS0685. The following values were computed from the NAD 83(1996) position.
 PS0685
 PS0685;                    North         East     Units Scale Factor Converg.
 PS0685;SPC SD N     -    72,645.006   664,416.963   MT  0.99998775   +0 34 23.2
 PS0685;SPC SD N     -   238,336.16  2,179,841.32   sFT  0.99998775   +0 34 23.2
 PS0685;UTM  14      - 4,925,668.635   484,873.803   MT  0.99960281   -0 07 59.8
 PS0685
 PS0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0685!SPC SD N     -   0.99990104  x   0.99998775  =   0.99988880
 PS0685!UTM  14      -   0.99990104  x   0.99960281  =   0.99950389
 PS0685
 PS0685:                Primary Azimuth Mark                     Grid Az
 PS0685:SPC SD N     -  REE HEIGHTS MUNICIPAL TANK               345 48 41.9
 PS0685:UTM  14      -  REE HEIGHTS MUNICIPAL TANK               346 31 04.9
 PS0685
 PS0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8487325668(NAD 83)
 PS0685
 PS0685|---------------------------------------------------------------------|
 PS0685| PID    Reference Object                     Distance      Geod. Az  |
 PS0685|                                                           dddmmss.s |
 PS0685| CO5478 COURTS RM 1                          24.519 METERS 05921     |
 PS0685| PS0651 MILLER MUNICIPAL TANK               APPROX.16.3 KM 0770803.8 |
 PS0685| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX.20.3 KM 0794929.7 |
 PS0685| CO5479 COURTS RM 2                          23.525 METERS 15130     |
 PS0685| CO5477 COURTS AZ MK                                       1885928.3 |
 PS0685| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.20.2 KM 2791527.7 |
 PS0685| PS0670 REE HEIGHTS MUNICIPAL TANK          APPROX. 3.7 KM 3462305.1 |
 PS0685|---------------------------------------------------------------------|
 PS0685
 PS0685                          SUPERSEDED SURVEY CONTROL
 PS0685
 PS0685  NAD 83(1986)-  44 29 03.01639(N)    099 11 24.80047(W) AD(       ) 2
 PS0685  NAD 27      -  44 29 03.07700(N)    099 11 23.42100(W) AD(       ) 2
 PS0685
 PS0685.Superseded values are not recommended for survey control.
 PS0685
 PS0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0685.See file dsdata.pdf to determine how the superseded data were derived.
 PS0685
 PS0685_MARKER: DS = TRIANGULATION STATION DISK
 PS0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0685_STAMPING: COURTS 1951
 PS0685_MARK LOGO: CGS
 PS0685_PROJECTION: FLUSH
 PS0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0685+STABILITY: SURFACE MOTION
 PS0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0685+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2008
 PS0685
 PS0685  HISTORY     - Date     Condition        Report By
 PS0685  HISTORY     - 1951     MONUMENTED       CGS
 PS0685  HISTORY     - 20081204 GOOD             BROSZ
 PS0685
 PS0685                          STATION DESCRIPTION
 PS0685
 PS0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0685'STATION IS LOCATED ABOUT 3 MILES SOUTH SOUTHEAST OF REE HEIGHTS
 PS0685'ON THE HIGHEST POINT OF HIGH PASTURE HILLS NEAR THE NORTHWEST
 PS0685'EDGE OF HILLS WHERE THEY DROP SHARPLY OFF TO THE NORTH AND WEST.
 PS0685'STATION IS 135 FEET EAST OF NORTH-SOUTH FENCE.  THE MARK IS FLUSH
 PS0685'WITH THE GROUND AND THE DISK IS STAMPED COURTS 1951.
 PS0685'
 PS0685'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 PS0685'STAMPED COURTS NO 1 1951.
 PS0685'
 PS0685'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 PS0685'STAMPED COURTS NO 2 1951.
 PS0685'
 PS0685'AZIMUTH MARK IS 2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF
 PS0685'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 PS0685'COURTS 1951.
 PS0685'
 PS0685'TO REACH FROM THE POST OFFICE IN REE HEIGHTS GO SOUTH FOR 0.1
 PS0685'MILE TO CROSS STREETS.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR
 PS0685'0.7 MILE TO CROSS ROADS.  TURN RIGHT AND GO SOUTH FOR 1.4 MILES
 PS0685'TO FORKS.  CONTINUE SOUTH, EAST AND SOUTH ON DRIVEWAY FOR 0.15
 PS0685'MILE TO GATE BETWEEN HOUSE AND BARN.  PASS THROUGH GATE AND
 PS0685'FOLLOW TRACK ROAD SOUTHEASTERLY, SOUTH AND WEST FOR 1.65 MILES
 PS0685'TO GATE.  GO NORTHWEST ACROSS PASTURE FOR 0.4 MILE TO HIGHEST
 PS0685'POINT AND STATION AS DESCRIBED.  TO REACH AZIMUTH GO SOUTH
 PS0685'ALONG FENCE FOR 0.15 MILE TO AZIMUTH MARK AS DESCRIBED.
 PS0685'
 PS0685'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PS0685
 PS0685                          STATION RECOVERY (2008)
 PS0685
 PS0685'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2008 (JRS)
 PS0685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1898 ***********************************************************************
 NM1898  DESIGNATION -  COVELL
 NM1898  PID         -  NM1898
 NM1898  STATE/COUNTY-  SD/BON HOMME
 NM1898  COUNTRY     -  US
 NM1898  USGS QUAD   -  SPRINGFIELD (2017)
 NM1898
 NM1898                         *CURRENT SURVEY CONTROL
 NM1898  ______________________________________________________________________
 NM1898* NAD 83(1996) POSITION- 42 49 55.98661(N) 097 56 31.23102(W)   ADJUSTED
 NM1898* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 NM1898  ______________________________________________________________________
 NM1898  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 NM1898  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 NM1898  HORZ ORDER      -  SECOND
 NM1898
 NM1898.The horizontal coordinates were established by classical geodetic methods
 NM1898.and adjusted by the National Geodetic Survey in January 1998.
 NM1898
 NM1898.The orthometric height was scaled from a topographic map.
 NM1898
 NM1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1898.GEOID18 height accuracy estimate available here.
 NM1898
 NM1898.Click photographs - Photos may exist for this station.
 NM1898
 NM1898.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1898
 NM1898. The following values were computed from the NAD 83(1996) position.
 NM1898
 NM1898;                    North         East     Units Scale Factor Converg.
 NM1898;SPC SD S     -    58,236.967   795,493.682   MT  1.00000026   +1 38 58.8
 NM1898;SPC SD S     -   191,065.78  2,609,882.19   sFT  1.00000026   +1 38 58.8
 NM1898;UTM  14      - 4,742,726.014   586,469.780   MT  0.99969198   +0 43 09.6
 NM1898
 NM1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1898!SPC SD S     -   0.99993597  x   1.00000026  =   0.99993623
 NM1898!UTM  14      -   0.99993597  x   0.99969198  =   0.99962797
 NM1898
 NM1898:                Primary Azimuth Mark                     Grid Az
 NM1898:SPC SD S     -  LOST CREEK                               146 51 08.8
 NM1898:UTM  14      -  LOST CREEK                               147 46 58.0
 NM1898
 NM1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8646942726(NAD 83)
 NM1898
 NM1898|---------------------------------------------------------------------|
 NM1898| PID    Reference Object                     Distance      Geod. Az  |
 NM1898|                                                           dddmmss.s |
 NM1898| NM1830 LOST CREEK                          APPROX. 6.4 KM 1483007.6 |
 NM1898|---------------------------------------------------------------------|
 NM1898
 NM1898                          SUPERSEDED SURVEY CONTROL
 NM1898
 NM1898  NAD 83(1986)-  42 49 55.99660(N)    097 56 31.22863(W) AD(       ) 2
 NM1898  NAD 27      -  42 49 55.99400(N)    097 56 29.98000(W) AD(       ) 2
 NM1898  MORC        -  42 49 53.77000(N)    097 56 31.20000(W) AD(       ) 3
 NM1898
 NM1898.Superseded values are not recommended for survey control.
 NM1898
 NM1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1898.See file dsdata.pdf to determine how the superseded data were derived.
 NM1898
 NM1898_MARKER: Z = SEE DESCRIPTION
 NM1898_SETTING: 0 = UNSPECIFIED SETTING
 NM1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1898
 NM1898  HISTORY     - Date     Condition        Report By
 NM1898  HISTORY     - 1890     MONUMENTED       CGS
 NM1898
 NM1898                          STATION DESCRIPTION
 NM1898
 NM1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1890
 NM1898'COVELL IS ON LEFT BANK, ON A SMALL MOUND ON A ROLLING PRAIRIE
 NM1898'ON LAND BELONGING TO MR. COVELL, ONE-FOURTH OF A MILE SOUTH
 NM1898'FROM HIS HOUSE, 2 MILES BACK FROM RIVER, AND 3 MILES SOUTHWEST
 NM1898'FROM SPRINGFIELD, S. DAK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0589 ***********************************************************************
 PT0589  DESIGNATION -  COYLE
 PT0589  PID         -  PT0589
 PT0589  STATE/COUNTY-  SD/HAAKON
 PT0589  COUNTRY     -  US
 PT0589  USGS QUAD   -  PHILIP (2017)
 PT0589
 PT0589                         *CURRENT SURVEY CONTROL
 PT0589  ______________________________________________________________________
 PT0589* NAD 83(1996) POSITION- 44 00 20.97379(N) 101 39 52.49018(W)   ADJUSTED
 PT0589* NAVD 88 ORTHO HEIGHT -   745.191 (meters)     2444.85  (feet) ADJUSTED
 PT0589  ______________________________________________________________________
 PT0589  GEOID HEIGHT    -        -21.104 (meters)                     GEOID18
 PT0589  LAPLACE CORR    -         -8.69  (seconds)                    DEFLEC18
 PT0589  DYNAMIC HEIGHT  -        744.969 (meters)     2444.12  (feet) COMP
 PT0589  MODELED GRAVITY -    980,296.9   (mgal)                       NAVD 88
 PT0589
 PT0589  HORZ ORDER      -  SECOND
 PT0589  VERT ORDER      -  FIRST     CLASS II
 PT0589
 PT0589.The horizontal coordinates were established by classical geodetic methods
 PT0589.and adjusted by the National Geodetic Survey in January 1998.
 PT0589
 PT0589.The orthometric height was determined by differential leveling and
 PT0589.adjusted by the NATIONAL GEODETIC SURVEY
 PT0589.in June 1991.
 PT0589
 PT0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0589.GEOID18 height accuracy estimate available here.
 PT0589
 PT0589.Click photographs - Photos may exist for this station.
 PT0589
 PT0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0589
 PT0589.The dynamic height is computed by dividing the NAVD 88
 PT0589.geopotential number by the normal gravity value computed on the
 PT0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0589.degrees latitude (g = 980.6199 gals.).
 PT0589
 PT0589.The modeled gravity was interpolated from observed gravity values.
 PT0589
 PT0589. The following values were computed from the NAD 83(1996) position.
 PT0589
 PT0589;                    North         East     Units Scale Factor Converg.
 PT0589;SPC SD S     -   186,657.767   493,248.250   MT  0.99992970   -0 55 06.1
 PT0589;SPC SD S     -   612,393.02  1,618,265.30   sFT  0.99992970   -0 55 06.1
 PT0589;UTM  14      - 4,875,971.999   286,387.740   MT  1.00016125   -1 51 06.7
 PT0589
 PT0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0589!SPC SD S     -   0.99988647  x   0.99992970  =   0.99981618
 PT0589!UTM  14      -   0.99988647  x   1.00016125  =   1.00004770
 PT0589
 PT0589:                Primary Azimuth Mark                     Grid Az
 PT0589:SPC SD S     -  K 22                                     053 23 32.8
 PT0589:UTM  14      -  K 22                                     054 19 33.4
 PT0589
 PT0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8638775971(NAD 83)
 PT0589
 PT0589|---------------------------------------------------------------------|
 PT0589| PID    Reference Object                     Distance      Geod. Az  |
 PT0589|                                                           dddmmss.s |
 PT0589| PT1156 PHILIP MUN AIRPORT BEACON           APPROX. 7.4 KM 0452122.6 |
 PT0589| PT0587 K 22                                               0522826.7 |
 PT0589| PT0588 COYLE RM 2                           15.356 METERS 05606     |
 PT0589| OS0777 PHILIP BELL TEL CO RAD MAST         APPROX. 3.2 KM 1472355.2 |
 PT0589| PT0590 COYLE RM 1                           16.015 METERS 32025     |
 PT0589|---------------------------------------------------------------------|
 PT0589
 PT0589                          SUPERSEDED SURVEY CONTROL
 PT0589
 PT0589  NAD 83(1986)-  44 00 20.96606(N)    101 39 52.49233(W) AD(       ) 2
 PT0589  NAD 27      -  44 00 21.00540(N)    101 39 50.97620(W) AD(       ) 2
 PT0589  NGVD 29 (??/??/92)  744.740  (m)         2443.37   (f) ADJ UNCH    1 2
 PT0589  NGVD 29             744.74   (m)         2443.4    (f) LEVELING    3  
 PT0589
 PT0589.Superseded values are not recommended for survey control.
 PT0589
 PT0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0589.See file dsdata.pdf to determine how the superseded data were derived.
 PT0589
 PT0589_MARKER: DS = TRIANGULATION STATION DISK
 PT0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0589_STAMPING: COYLE 1961
 PT0589_MARK LOGO: CGS
 PT0589_PROJECTION: FLUSH
 PT0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0589+STABILITY: SURFACE MOTION
 PT0589
 PT0589  HISTORY     - Date     Condition        Report By
 PT0589  HISTORY     - 1961     MONUMENTED       CGS
 PT0589  HISTORY     - 1962     GOOD             CGS
 PT0589  HISTORY     - 19820813 GOOD             NGS
 PT0589
 PT0589                          STATION DESCRIPTION
 PT0589
 PT0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0589'THE STATION IS 2 MILES SOUTH OF PHILIP, IN THE NW 1/4 OF SEC.
 PT0589'36.  T. 1 N., R. 20 E., ON THE TOP OF A NORTH-SOUTH RIDGE
 PT0589'IN OPEN PASTURE LAND.
 PT0589'
 PT0589'TO REACH THE STATION FROM THE POST OFFICE IN PHILIP, GO WEST
 PT0589'ON PINE STREET FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY
 PT0589'73.  TURN LEFT, SOUTH, ON STATE HIGHWAY 73 FOR 2.2 MILES
 PT0589'TO A WIRE GATE ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT
 PT0589'AS DESCRIBED.  TURN RIGHT, SOUTHWEST, ON THE OLD HIGHWAY
 PT0589'AND GO 0.75 MILE TO A WIRE GATE ON THE RIGHT.  TURN SHARP RIGHT,
 PT0589'NORTH, ON A TRACK ROAD AND GO 0.3 MILE TO THE STATION ON THE
 PT0589'LEFT AS DESCRIBED.
 PT0589'
 PT0589'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PT0589'CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED COYLE 1961.
 PT0589'IT IS 67 FEET WEST OF THE CENTER OF A TRACK ROAD.
 PT0589'
 PT0589'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PT0589'12-INCH CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED
 PT0589'COYLE NO 1 1961.  IT IS 68 FEET WEST OF THE CENTER OF A TRACK ROAD.
 PT0589'
 PT0589'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PT0589'CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED COYLE
 PT0589'NO 2 1961.  IT IS 15 FEET WEST OF THE CENTER OF A TRACK ROAD.
 PT0589'
 PT0589'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 PT0589'MARK DISK SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT, WHICH
 PT0589'PROJECTS 2 INCHES AND IS STAMPED K 22 1933.  IT IS 120 FEET
 PT0589'WEST OF THE CENTER OF STATE HIGHWAY 73, 100 FEET NORTH-NORTHWEST
 PT0589'OF THE CENTER OF A WIRE GATE, 19 FEET WEST OF A NORTH-SOUTH
 PT0589'FENCE LINE AND 3.5 FEET NORTH OF A METAL WITNESS POST.
 PT0589'
 PT0589'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 PT0589
 PT0589                          STATION RECOVERY (1962)
 PT0589
 PT0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0589'3 MI S FROM PHILIP.
 PT0589'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0589'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.7 MILE
 PT0589'SOUTHWEST ALONG THE ABANDONED HIGHWAY 73 ROAD BED, THENCE 0.3 MILE
 PT0589'NORTHWEST ALONG A PRIVATE TRAIL ROAD THROUGH A PASTURE, ON THE
 PT0589'CREST OF A RIDGE, ABOUT 400 FEET NORTHEAST OF A POWER LINE, 65
 PT0589'FEET SOUTHWEST OF THE CENTER OF THE TRAIL ROAD, 26 FEET EAST
 PT0589'OF A SHARP BANK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0589'ABOUT 1 INCH.
 PT0589
 PT0589                          STATION RECOVERY (1982)
 PT0589
 PT0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT0589'THE STATION AND ALL PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION.
 PT0589'THE ROUTE TO THE STATION HAS CHANGED SOMEWHAT.  DISTANCES AND
 PT0589'DIRECTIONS TO PERIPHERAL MARK CHECKED THE 1961 DATA, WITHIN THE
 PT0589'ALLOWABLE.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED
 PT0589'ABOUT 3.2 KM (2.00 MI) SOUTH OF PHILIP, 1.0 KM (0.60 MI) WEST OF
 PT0589'HIGHWAY, ON A NORTH SOUTH RIDGE, ON PROPERTY OWNED BY MR.  BOB COYLE,
 PT0589'PHILIP,SD.  TO REACH THE STATION FROM THE POST OFFICE IN PHILIP, GO
 PT0589'WEST ON PINE STREET FOR 0.2 KM (0.10 MI) TO HIGHWAY 73.  TURN LEFT AND
 PT0589'GO SOUTH ON HIGHWAY 73 FOR 3.4 KM (2.10 MI) TO A GATE AND BENCH MARK K
 PT0589'22 ON THE RIGHT.  PASS THROUGH THE GATE AND FOLLOW OLD ASPHALT ROAD,
 PT0589'PASSING THROUGH 2 GATES, FOR 1.2 KM (0.75 MI) TO WHERE ROAD CURVES
 PT0589'LEFT AND A TRACK ROAD RIGHT, ON TOP OF A RIDGE.  TURN RIGHT AND FOLLOW
 PT0589'TRACK ROAD NORTH ALONG TOP OF RIDGE FOR 0.5 KM (0.30 MI) TO THE
 PT0589'STATION ON THE LEFT.  THE STATION IS A STANDARD CGS DISK
 PT0589'STAMPED--COYLE 1961--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 PT0589'INCHES(30 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 20.3 METERS
 PT0589'(66.6 FT) W FROM THE CENTER OF A TRACK ROAD.  REFERENCE MARK NO 1 IS A
 PT0589'STANDARD CGS DISK STAMPED--COYLE NO 1 1961--SET INTO THE TOP OF A
 PT0589'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE
 PT0589'GROUND.  LOCATED 21.3 METERS (69.9 FT) WSW FROM THE CENTER OF THE
 PT0589'TRACK ROAD.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--COYLE
 PT0589'NO 2 1961--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 PT0589'CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 4.6 METERS (15.1 FT) W
 PT0589'FROM THE CENTER OF THE TRACK ROAD, AND 3 FEET, (0.9 M) 0.9 METERS (3.0
 PT0589'FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS BENCH
 PT0589'MARK DISK STAMPED--K 22 1933-SET INTO THE TOP OF A SQUARE CONCRETE
 PT0589'MONUMENT 25 CM (10 INCHES) ON A SIDE AND PROJECTING 10 CM (4 INCHES)
 PT0589'ABOVE THE GROUND.  LOCATED 36.9 METERS (121.1 FT) W FROM THE CENTER OF
 PT0589'HIGHWAY 73.  30.5 METERS (100.1 FT) N FROM THE CENTER OF A WIRE GATE.
 PT0589'5.85 METERS (19.19 FT) W FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0590 ***********************************************************************
 PT0590  DESIGNATION -  COYLE RM 1
 PT0590  PID         -  PT0590
 PT0590  STATE/COUNTY-  SD/HAAKON
 PT0590  COUNTRY     -  US
 PT0590  USGS QUAD   -  PHILIP (2017)
 PT0590
 PT0590                         *CURRENT SURVEY CONTROL
 PT0590  ______________________________________________________________________
 PT0590* NAD 83(1986) POSITION- 44 00 21.37   (N) 101 39 52.95   (W)   HD_HELD1
 PT0590* NAVD 88 ORTHO HEIGHT -   745.004 (meters)     2444.23  (feet) ADJUSTED
 PT0590  ______________________________________________________________________
 PT0590  GEOID HEIGHT    -        -21.104 (meters)                     GEOID18
 PT0590  DYNAMIC HEIGHT  -        744.783 (meters)     2443.51  (feet) COMP
 PT0590  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 PT0590
 PT0590  VERT ORDER      -  FIRST     CLASS II
 PT0590
 PT0590.The horizontal coordinates were determined by differentially corrected
 PT0590.hand held GPS observations or other comparable positioning techniques
 PT0590.and have an estimated accuracy of +/- 3 meters.
 PT0590
 PT0590.The orthometric height was determined by differential leveling and
 PT0590.adjusted by the NATIONAL GEODETIC SURVEY
 PT0590.in June 1991.
 PT0590
 PT0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0590.GEOID18 height accuracy estimate available here.
 PT0590
 PT0590.Click photographs - Photos may exist for this station.
 PT0590
 PT0590.The dynamic height is computed by dividing the NAVD 88
 PT0590.geopotential number by the normal gravity value computed on the
 PT0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0590.degrees latitude (g = 980.6199 gals.).
 PT0590
 PT0590.The modeled gravity was interpolated from observed gravity values.
 PT0590
 PT0590;                    North         East    Units  Estimated Accuracy
 PT0590;SPC SD S     -   186,670.2     493,238.2     MT  (+/- 3 meters HH1 GPS) 
 PT0590
 PT0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8637775984(NAD 83)
 PT0590
 PT0590                          SUPERSEDED SURVEY CONTROL
 PT0590
 PT0590  NGVD 29 (??/??/92)  744.553  (m)         2442.75   (f) ADJ UNCH    1 2
 PT0590
 PT0590.Superseded values are not recommended for survey control.
 PT0590
 PT0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0590.See file dsdata.pdf to determine how the superseded data were derived.
 PT0590
 PT0590_MARKER: DR = REFERENCE MARK DISK
 PT0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0590_STAMPING: COYLE NO 1 1961
 PT0590_MARK LOGO: CGS
 PT0590_PROJECTION: FLUSH
 PT0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0590+STABILITY: SURFACE MOTION
 PT0590
 PT0590  HISTORY     - Date     Condition        Report By
 PT0590  HISTORY     - 1961     MONUMENTED       CGS
 PT0590  HISTORY     - 1962     GOOD             CGS
 PT0590
 PT0590                          STATION DESCRIPTION
 PT0590
 PT0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0590'3 MI S FROM PHILIP.
 PT0590'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0590'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.7 MILE
 PT0590'SOUTHWEST ALONG THE ABANDONED HIGHWAY 73 ROAD BED, THENCE 0.3
 PT0590'MILE NORTHWEST ALONG A PRIVATE TRAIL ROAD THROUGH A PASTURE, ON
 PT0590'THE CREST OF A RIDGE, 52.5 FEET NORTHWEST OF COYLE 1961, 64 FEET
 PT0590'SOUTHWEST OF THE CENTERLINE OF THE TRAIL ROAD, AND SET IN THE TOP
 PT0590'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0588 ***********************************************************************
 PT0588  DESIGNATION -  COYLE RM 2
 PT0588  PID         -  PT0588
 PT0588  STATE/COUNTY-  SD/HAAKON
 PT0588  COUNTRY     -  US
 PT0588  USGS QUAD   -  PHILIP (2017)
 PT0588
 PT0588                         *CURRENT SURVEY CONTROL
 PT0588  ______________________________________________________________________
 PT0588* NAD 83(1986) POSITION- 44 00 21.25   (N) 101 39 51.92   (W)   HD_HELD1
 PT0588* NAVD 88 ORTHO HEIGHT -   743.709 (meters)     2439.99  (feet) ADJUSTED
 PT0588  ______________________________________________________________________
 PT0588  GEOID HEIGHT    -        -21.105 (meters)                     GEOID18
 PT0588  DYNAMIC HEIGHT  -        743.488 (meters)     2439.26  (feet) COMP
 PT0588  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 PT0588
 PT0588  VERT ORDER      -  FIRST     CLASS II
 PT0588
 PT0588.The horizontal coordinates were determined by differentially corrected
 PT0588.hand held GPS observations or other comparable positioning techniques
 PT0588.and have an estimated accuracy of +/- 3 meters.
 PT0588
 PT0588.The orthometric height was determined by differential leveling and
 PT0588.adjusted by the NATIONAL GEODETIC SURVEY
 PT0588.in June 1991.
 PT0588
 PT0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0588.GEOID18 height accuracy estimate available here.
 PT0588
 PT0588.Click photographs - Photos may exist for this station.
 PT0588
 PT0588.The dynamic height is computed by dividing the NAVD 88
 PT0588.geopotential number by the normal gravity value computed on the
 PT0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0588.degrees latitude (g = 980.6199 gals.).
 PT0588
 PT0588.The modeled gravity was interpolated from observed gravity values.
 PT0588
 PT0588;                    North         East    Units  Estimated Accuracy
 PT0588;SPC SD S     -   186,666.1     493,261.1     MT  (+/- 3 meters HH1 GPS) 
 PT0588
 PT0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8640075980(NAD 83)
 PT0588
 PT0588                          SUPERSEDED SURVEY CONTROL
 PT0588
 PT0588  NGVD 29 (??/??/92)  743.258  (m)         2438.51   (f) ADJ UNCH    1 2
 PT0588
 PT0588.Superseded values are not recommended for survey control.
 PT0588
 PT0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0588.See file dsdata.pdf to determine how the superseded data were derived.
 PT0588
 PT0588_MARKER: DR = REFERENCE MARK DISK
 PT0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0588_STAMPING: COYLE NO 2 1961
 PT0588_MARK LOGO: CGS
 PT0588_PROJECTION: FLUSH
 PT0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0588+STABILITY: SURFACE MOTION
 PT0588
 PT0588  HISTORY     - Date     Condition        Report By
 PT0588  HISTORY     - 1961     MONUMENTED       CGS
 PT0588  HISTORY     - 1962     GOOD             CGS
 PT0588
 PT0588                          STATION DESCRIPTION
 PT0588
 PT0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0588'3 MI S FROM PHILIP.
 PT0588'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0588'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.7 MILE
 PT0588'SOUTHWEST ALONG THE ABANDONED HIGHWAY 73 ROAD BED, THENCE 0.3
 PT0588'MILE NORTHWEST ALONG A PRIVATE TRAIL ROAD THROUGH A PASTURE,
 PT0588'ON THE CREST OF A RIDGE, 50.4 FEET NORTHEAST OF COYLE 1961, 14
 PT0588'SOUTHWEST OF THE CENTERLINE OF THE TRAIL ROAD, AND SET IN THE
 PT0588'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0254 ***********************************************************************
 QT0254  DESIGNATION -  CRAIN
 QT0254  PID         -  QT0254
 QT0254  STATE/COUNTY-  SD/BUTTE
 QT0254  COUNTRY     -  US
 QT0254  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0254
 QT0254                         *CURRENT SURVEY CONTROL
 QT0254  ______________________________________________________________________
 QT0254* NAD 83(1996) POSITION- 45 00 34.49844(N) 103 25 42.80084(W)   ADJUSTED
 QT0254* NAVD 88 ORTHO HEIGHT -   988.459 (meters)     3242.97  (feet) ADJUSTED
 QT0254  ______________________________________________________________________
 QT0254  GEOID HEIGHT    -        -16.418 (meters)                     GEOID18
 QT0254  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 QT0254  DYNAMIC HEIGHT  -        988.223 (meters)     3242.20  (feet) COMP
 QT0254  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 QT0254
 QT0254  HORZ ORDER      -  SECOND
 QT0254  VERT ORDER      -  SECOND    CLASS 0
 QT0254
 QT0254.The horizontal coordinates were established by classical geodetic methods
 QT0254.and adjusted by the National Geodetic Survey in January 1998.
 QT0254
 QT0254.The orthometric height was determined by differential leveling and
 QT0254.adjusted by the NATIONAL GEODETIC SURVEY
 QT0254.in June 1991.
 QT0254
 QT0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0254.GEOID18 height accuracy estimate available here.
 QT0254
 QT0254.Click photographs - Photos may exist for this station.
 QT0254
 QT0254.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0254
 QT0254.The dynamic height is computed by dividing the NAVD 88
 QT0254.geopotential number by the normal gravity value computed on the
 QT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0254.degrees latitude (g = 980.6199 gals.).
 QT0254
 QT0254.The modeled gravity was interpolated from observed gravity values.
 QT0254
 QT0254. The following values were computed from the NAD 83(1996) position.
 QT0254
 QT0254;                    North         East     Units Scale Factor Converg.
 QT0254;SPC SD N     -   136,429.753   329,811.464   MT  0.99993937   -2 25 35.5
 QT0254;SPC SD N     -   447,603.28  1,082,056.44   sFT  0.99993937   -2 25 35.5
 QT0254;UTM  13      - 4,985,216.086   623,833.213   MT  0.99978856   +1 06 41.4
 QT0254
 QT0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0254!SPC SD N     -   0.99984762  x   0.99993937  =   0.99978700
 QT0254!UTM  13      -   0.99984762  x   0.99978856  =   0.99963621
 QT0254
 QT0254:                Primary Azimuth Mark                     Grid Az
 QT0254:SPC SD N     -  CASTLE                                   273 57 31.0
 QT0254:UTM  13      -  CASTLE                                   270 25 14.1
 QT0254
 QT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2383385216(NAD 83)
 QT0254
 QT0254|---------------------------------------------------------------------|
 QT0254| PID    Reference Object                     Distance      Geod. Az  |
 QT0254|                                                           dddmmss.s |
 QT0254| QT0256 CRAIN RM 1                           11.013 METERS 00127     |
 QT0254| QT0509 CASTLE                              APPROX. 2.1 KM 2713155.5 |
 QT0254| QT0255 CRAIN RM 2                           10.464 METERS 27352     |
 QT0254|---------------------------------------------------------------------|
 QT0254
 QT0254                          SUPERSEDED SURVEY CONTROL
 QT0254
 QT0254  NAD 83(1993)-  45 00 34.49309(N)    103 25 42.79858(W) AD(       ) 2
 QT0254  NAD 83(1986)-  45 00 34.48850(N)    103 25 42.79625(W) AD(       ) 2
 QT0254  NGVD 29 (??/??/92)  987.970  (m)         3241.36   (f) ADJ UNCH    2 0
 QT0254  NGVD 29             987.97   (m)         3241.4    (f) LEVELING    3  
 QT0254
 QT0254.Superseded values are not recommended for survey control.
 QT0254
 QT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0254.See file dsdata.pdf to determine how the superseded data were derived.
 QT0254
 QT0254_MARKER: DS = TRIANGULATION STATION DISK
 QT0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0254_STAMPING: CRAIN 1962
 QT0254_MARK LOGO: CGS
 QT0254_PROJECTION: FLUSH
 QT0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0254+STABILITY: SURFACE MOTION
 QT0254
 QT0254  HISTORY     - Date     Condition        Report By
 QT0254  HISTORY     - 1962     MONUMENTED       CGS
 QT0254
 QT0254                          STATION DESCRIPTION
 QT0254
 QT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0254'3.7 MI N FROM CASTLE ROCK.
 QT0254'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 QT0254'AT CASTLE ROCK, THENCE 0.4 MILE WEST-SOUTHWEST ACROSS PASTURE
 QT0254'LAND, AT THE CREST OF A HILL, 36.0 FEET SOUTHWEST OF R.M. 1,
 QT0254'34.0 FEET SOUTHEAST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE
 QT0254'POST LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0256 ***********************************************************************
 QT0256  DESIGNATION -  CRAIN RM 1
 QT0256  PID         -  QT0256
 QT0256  STATE/COUNTY-  SD/BUTTE
 QT0256  COUNTRY     -  US
 QT0256  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0256
 QT0256                         *CURRENT SURVEY CONTROL
 QT0256  ______________________________________________________________________
 QT0256* NAD 83(1986) POSITION- 45 00 34.86   (N) 103 25 42.79   (W)   HD_HELD1
 QT0256* NAVD 88 ORTHO HEIGHT -   988.008 (meters)     3241.49  (feet) ADJUSTED
 QT0256  ______________________________________________________________________
 QT0256  GEOID HEIGHT    -        -16.418 (meters)                     GEOID18
 QT0256  DYNAMIC HEIGHT  -        987.771 (meters)     3240.71  (feet) COMP
 QT0256  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 QT0256
 QT0256  VERT ORDER      -  SECOND    CLASS 0
 QT0256
 QT0256.The horizontal coordinates were determined by differentially corrected
 QT0256.hand held GPS observations or other comparable positioning techniques
 QT0256.and have an estimated accuracy of +/- 3 meters.
 QT0256
 QT0256.The orthometric height was determined by differential leveling and
 QT0256.adjusted by the NATIONAL GEODETIC SURVEY
 QT0256.in June 1991.
 QT0256
 QT0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0256.GEOID18 height accuracy estimate available here.
 QT0256
 QT0256.Click photographs - Photos may exist for this station.
 QT0256
 QT0256.The dynamic height is computed by dividing the NAVD 88
 QT0256.geopotential number by the normal gravity value computed on the
 QT0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0256.degrees latitude (g = 980.6199 gals.).
 QT0256
 QT0256.The modeled gravity was interpolated from observed gravity values.
 QT0256
 QT0256;                    North         East    Units  Estimated Accuracy
 QT0256;SPC SD N     -   136,440.9     329,812.2     MT  (+/- 3 meters HH1 GPS) 
 QT0256
 QT0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2383385227(NAD 83)
 QT0256
 QT0256                          SUPERSEDED SURVEY CONTROL
 QT0256
 QT0256  NGVD 29 (??/??/92)  987.519  (m)         3239.89   (f) ADJ UNCH    2 0
 QT0256
 QT0256.Superseded values are not recommended for survey control.
 QT0256
 QT0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0256.See file dsdata.pdf to determine how the superseded data were derived.
 QT0256
 QT0256_MARKER: DR = REFERENCE MARK DISK
 QT0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0256_STAMPING: CRAIN NO 1 1962
 QT0256_MARK LOGO: CGS
 QT0256_PROJECTION: FLUSH
 QT0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0256+STABILITY: SURFACE MOTION
 QT0256
 QT0256  HISTORY     - Date     Condition        Report By
 QT0256  HISTORY     - 1962     MONUMENTED       CGS
 QT0256  HISTORY     - 1963     GOOD             CGS
 QT0256
 QT0256                          STATION DESCRIPTION
 QT0256
 QT0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0256'3.7 MI N FROM CASTLE ROCK.
 QT0256'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST
 QT0256'OFFICE AT CASTLE ROCK, THENCE 0.4 MILE WEST-SOUTHWEST ACROSS
 QT0256'PASTURE LAND, 48.8 FEET NORTHEAST OF R.M. 2, 36.0 FEET NORTHEAST
 QT0256'OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 QT0256'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0255 ***********************************************************************
 QT0255  DESIGNATION -  CRAIN RM 2
 QT0255  PID         -  QT0255
 QT0255  STATE/COUNTY-  SD/BUTTE
 QT0255  COUNTRY     -  US
 QT0255  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0255
 QT0255                         *CURRENT SURVEY CONTROL
 QT0255  ______________________________________________________________________
 QT0255* NAD 83(1986) POSITION- 45 00 34.52   (N) 103 25 43.28   (W)   HD_HELD1
 QT0255* NAVD 88 ORTHO HEIGHT -   988.541 (meters)     3243.24  (feet) ADJUSTED
 QT0255  ______________________________________________________________________
 QT0255  GEOID HEIGHT    -        -16.417 (meters)                     GEOID18
 QT0255  DYNAMIC HEIGHT  -        988.304 (meters)     3242.46  (feet) COMP
 QT0255  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 QT0255
 QT0255  VERT ORDER      -  SECOND    CLASS 0
 QT0255
 QT0255.The horizontal coordinates were determined by differentially corrected
 QT0255.hand held GPS observations or other comparable positioning techniques
 QT0255.and have an estimated accuracy of +/- 3 meters.
 QT0255
 QT0255.The orthometric height was determined by differential leveling and
 QT0255.adjusted by the NATIONAL GEODETIC SURVEY
 QT0255.in June 1991.
 QT0255
 QT0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0255.GEOID18 height accuracy estimate available here.
 QT0255
 QT0255.Click photographs - Photos may exist for this station.
 QT0255
 QT0255.The dynamic height is computed by dividing the NAVD 88
 QT0255.geopotential number by the normal gravity value computed on the
 QT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0255.degrees latitude (g = 980.6199 gals.).
 QT0255
 QT0255.The modeled gravity was interpolated from observed gravity values.
 QT0255
 QT0255;                    North         East    Units  Estimated Accuracy
 QT0255;SPC SD N     -   136,430.9     329,801.0     MT  (+/- 3 meters HH1 GPS) 
 QT0255
 QT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2382285216(NAD 83)
 QT0255
 QT0255                          SUPERSEDED SURVEY CONTROL
 QT0255
 QT0255  NGVD 29 (??/??/92)  988.051  (m)         3241.63   (f) ADJ UNCH    2 0
 QT0255
 QT0255.Superseded values are not recommended for survey control.
 QT0255
 QT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0255.See file dsdata.pdf to determine how the superseded data were derived.
 QT0255
 QT0255_MARKER: DR = REFERENCE MARK DISK
 QT0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0255_STAMPING: CRAIN NO 2 1962
 QT0255_MARK LOGO: CGS
 QT0255_PROJECTION: FLUSH
 QT0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0255+STABILITY: SURFACE MOTION
 QT0255
 QT0255  HISTORY     - Date     Condition        Report By
 QT0255  HISTORY     - 1962     MONUMENTED       CGS
 QT0255  HISTORY     - 1963     GOOD             CGS
 QT0255
 QT0255                          STATION DESCRIPTION
 QT0255
 QT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0255'3.7 MI N FROM CASTLE ROCK.
 QT0255'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST
 QT0255'OFFICE AT CASTLE ROCK, THENCE 0.4 MILE WEST-SOUTHWEST ACROSS
 QT0255'PASTURE LAND, 48.8 FEET SOUTHWEST OF R.M. 1, 34.0 FEET NORTHWEST
 QT0255'OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 QT0255'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0131 ***********************************************************************
 PU0131  DESIGNATION -  CRAM
 PU0131  PID         -  PU0131
 PU0131  STATE/COUNTY-  SD/MEADE
 PU0131  COUNTRY     -  US
 PU0131  USGS QUAD   -  MARCUS (2017)
 PU0131
 PU0131                         *CURRENT SURVEY CONTROL
 PU0131  ______________________________________________________________________
 PU0131* NAD 83(1996) POSITION- 44 38 48.18671(N) 102 16 53.77469(W)   ADJUSTED
 PU0131* NAVD 88 ORTHO HEIGHT -   789.669 (meters)     2590.77  (feet) ADJUSTED
 PU0131  ______________________________________________________________________
 PU0131  GEOID HEIGHT    -        -19.155 (meters)                     GEOID18
 PU0131  LAPLACE CORR    -         -6.96  (seconds)                    DEFLEC18
 PU0131  DYNAMIC HEIGHT  -        789.478 (meters)     2590.15  (feet) COMP
 PU0131  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 PU0131
 PU0131  HORZ ORDER      -  THIRD
 PU0131  VERT ORDER      -  SECOND    CLASS 0
 PU0131
 PU0131.The horizontal coordinates were established by classical geodetic methods
 PU0131.and adjusted by the National Geodetic Survey in January 1998.
 PU0131
 PU0131.The orthometric height was determined by differential leveling and
 PU0131.adjusted by the NATIONAL GEODETIC SURVEY
 PU0131.in June 1991.
 PU0131
 PU0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0131.GEOID18 height accuracy estimate available here.
 PU0131
 PU0131.Click photographs - Photos may exist for this station.
 PU0131
 PU0131.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0131
 PU0131.The dynamic height is computed by dividing the NAVD 88
 PU0131.geopotential number by the normal gravity value computed on the
 PU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0131.degrees latitude (g = 980.6199 gals.).
 PU0131
 PU0131.The modeled gravity was interpolated from observed gravity values.
 PU0131
 PU0131. The following values were computed from the NAD 83(1996) position.
 PU0131
 PU0131;                    North         East     Units Scale Factor Converg.
 PU0131;SPC SD N     -    92,935.402   419,031.177   MT  0.99996388   -1 36 53.2
 PU0131;SPC SD N     -   304,905.56  1,374,771.45   sFT  0.99996388   -1 36 53.2
 PU0131;UTM  13      - 4,947,301.481   715,564.801   MT  1.00017147   +1 54 39.7
 PU0131
 PU0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0131!SPC SD N     -   0.99987920  x   0.99996388  =   0.99984309
 PU0131!UTM  13      -   0.99987920  x   1.00017147  =   1.00005065
 PU0131
 PU0131:                Primary Azimuth Mark                     Grid Az
 PU0131:SPC SD N     -  CRAM AZ MK                               181 26 39.2
 PU0131:UTM  13      -  CRAM AZ MK                               177 55 06.3
 PU0131
 PU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1556447301(NAD 83)
 PU0131
 PU0131|---------------------------------------------------------------------|
 PU0131| PID    Reference Object                     Distance      Geod. Az  |
 PU0131|                                                           dddmmss.s |
 PU0131| PU0133 CRAM AZ MK                                         1794946.0 |
 PU0131| PU0132 CRAM RM 1                            17.480 METERS 18302     |
 PU0131| PU0130 CRAM RM 2                            19.800 METERS 27744     |
 PU0131|---------------------------------------------------------------------|
 PU0131
 PU0131                          SUPERSEDED SURVEY CONTROL
 PU0131
 PU0131  NAD 83(1993)-  44 38 48.17879(N)    102 16 53.77468(W) AD(       ) 3
 PU0131  NAD 83(1986)-  44 38 48.17870(N)    102 16 53.77475(W) AD(       ) 3
 PU0131  NAD 27      -  44 38 48.22050(N)    102 16 52.19210(W) AD(       ) 3
 PU0131  NGVD 29 (??/??/92)  789.207  (m)         2589.26   (f) ADJ UNCH    2 0
 PU0131  NGVD 29             789.21   (m)         2589.3    (f) LEVELING    3  
 PU0131
 PU0131.Superseded values are not recommended for survey control.
 PU0131
 PU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0131.See file dsdata.pdf to determine how the superseded data were derived.
 PU0131
 PU0131_MARKER: DS = TRIANGULATION STATION DISK
 PU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0131_STAMPING: CRAM 1962
 PU0131_MARK LOGO: CGS
 PU0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0131+STABILITY: SURFACE MOTION
 PU0131
 PU0131  HISTORY     - Date     Condition        Report By
 PU0131  HISTORY     - 1962     MONUMENTED       CGS
 PU0131  HISTORY     - 1963     GOOD             CGS
 PU0131  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0131
 PU0131                          STATION DESCRIPTION
 PU0131
 PU0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0131'THE STATION IS LOCATED ABOUT 8-1/4 MILES EAST-NORTHEAST OF
 PU0131'WHITE OWL, 6-3/4 MILES WEST-NORTHWEST OF PLAINVIEW, AND 1 MILE
 PU0131'SOUTH OF MARCUS, ON A LOW HILL ON THE EAST SIDE OF A GRAVELED,
 PU0131'NORTH-SOUTH, SECTION LINE ROAD.
 PU0131'
 PU0131'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 PU0131'IN THE VILLAGE OF WHITE OWL GO EAST AND NORTHEAST ON STATE
 PU0131'HIGHWAY 34 FOR 7.8 MILES TO A GRAVELED CROSS ROAD AND SIGN
 PU0131'MARCUS COMMUNITY.  TURN LEFT AND GO NORTH 2.1 MILES TO THE
 PU0131'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH 0.9 MILE TO THE
 PU0131'STATION ON THE RIGHT.
 PU0131'
 PU0131'THE STATION MARK, A STANDARD DISK STAMPED CRAM 1962 CEMENTED
 PU0131'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 PU0131'1 INCH ABOVE GROUND, IS 4 FEET EAST OF THE EAST RIGHT-OF-WAY
 PU0131'FENCE AND 6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 PU0131'SIGN.
 PU0131'
 PU0131'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CRAM NO
 PU0131'1 1962 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PU0131'PROJECTING 6 INCHES ABOVE GROUND, IS 28 FEET EAST OF THE
 PU0131'CENTER OF THE GRAVELED ROAD AND 0.5 FOOT EAST OF THE EAST
 PU0131'RIGHT-OF-WAY FENCE, ABOUT 18 INCHES LOWER THAN THE STATION
 PU0131'ELEVATION.
 PU0131'
 PU0131'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CRAM NO 2
 PU0131'1962 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 PU0131'CYLINDER PROJECTING 3 INCHES ABOVE GROUND, IS 33 FEET WEST
 PU0131'OF THE CENTER OF THE GRAVELED ROAD, 0.5 FOOT EAST OF THE
 PU0131'WEST RIGHT-OF-WAY FENCE, AND ABOUT 15 INCHES LOWER THAN THE
 PU0131'STATION ELEVATION.
 PU0131'
 PU0131'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRAM 1962 CEMENTED
 PU0131'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 PU0131'6 INCHES ABOVE GROUND, IS 32.5 FEET EAST OF THE CENTER OF THE
 PU0131'GRAVELED ROAD, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 PU0131'AND 1.0 FOOT EAST OF A METAL WITNESS POST WITH SIGN.
 PU0131
 PU0131                          STATION RECOVERY (1963)
 PU0131
 PU0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0131'1.3 MI SW FROM MARCUS.
 PU0131'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0131'POST OFFICE AT MARCUS, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 PU0131'ROAD, AND ON THE CREST OF A HILL, IN SECTION 23, T 8 N, R 15 E,
 PU0131'35 FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF A
 PU0131'FENCE, 6.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 PU0131'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0131'POST PROJECTING 1 INCH.
 PU0131
 PU0131                          STATION RECOVERY (1981)
 PU0131
 PU0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0133 ***********************************************************************
 PU0133  DESIGNATION -  CRAM AZ MK
 PU0133  PID         -  PU0133
 PU0133  STATE/COUNTY-  SD/MEADE
 PU0133  COUNTRY     -  US
 PU0133  USGS QUAD   -  MARCUS (2017)
 PU0133
 PU0133                         *CURRENT SURVEY CONTROL
 PU0133  ______________________________________________________________________
 PU0133* NAD 83(1986) POSITION- 44 38 06.     (N) 102 16 53.     (W)   SCALED
 PU0133* NAVD 88 ORTHO HEIGHT -   794.967 (meters)     2608.15  (feet) ADJUSTED
 PU0133  ______________________________________________________________________
 PU0133  GEOID HEIGHT    -        -19.156 (meters)                     GEOID18
 PU0133  DYNAMIC HEIGHT  -        794.774 (meters)     2607.52  (feet) COMP
 PU0133  MODELED GRAVITY -    980,348.4   (mgal)                       NAVD 88
 PU0133
 PU0133  VERT ORDER      -  SECOND    CLASS 0
 PU0133
 PU0133.The horizontal coordinates were scaled from a map and have
 PU0133.an estimated accuracy of +/- 6 seconds.
 PU0133
 PU0133.The orthometric height was determined by differential leveling and
 PU0133.adjusted by the NATIONAL GEODETIC SURVEY
 PU0133.in June 1991.
 PU0133
 PU0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0133.GEOID18 height accuracy estimate available here.
 PU0133
 PU0133.Click photographs - Photos may exist for this station.
 PU0133
 PU0133.The dynamic height is computed by dividing the NAVD 88
 PU0133.geopotential number by the normal gravity value computed on the
 PU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0133.degrees latitude (g = 980.6199 gals.).
 PU0133
 PU0133.The modeled gravity was interpolated from observed gravity values.
 PU0133
 PU0133;                    North         East    Units  Estimated Accuracy
 PU0133;SPC SD N     -    91,630.      419,010.      MT  (+/- 180 meters Scaled)
 PU0133
 PU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK156460(NAD 83)
 PU0133
 PU0133                          SUPERSEDED SURVEY CONTROL
 PU0133
 PU0133  NGVD 29 (??/??/92)  794.505  (m)         2606.64   (f) ADJ UNCH    2 0
 PU0133
 PU0133.Superseded values are not recommended for survey control.
 PU0133
 PU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0133.See file dsdata.pdf to determine how the superseded data were derived.
 PU0133
 PU0133_MARKER: DZ = AZIMUTH MARK DISK
 PU0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0133_STAMPING: CRAM 1962
 PU0133_MARK LOGO: CGS
 PU0133_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0133+STABILITY: SURFACE MOTION
 PU0133
 PU0133  HISTORY     - Date     Condition        Report By
 PU0133  HISTORY     - 1962     MONUMENTED       CGS
 PU0133  HISTORY     - 1963     GOOD             CGS
 PU0133
 PU0133                          STATION DESCRIPTION
 PU0133
 PU0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0133'2.2 MI SSW FROM MARCUS.
 PU0133'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0133'POST OFFICE AT MARCUS, THENCE 1.7 SOUTH ALONG A GRAVELED ROAD, ON
 PU0133'THE CREST OF A HILL, IN SECTION 23, T 8 N, R 15 E, 34 FEET EAST
 PU0133'OF THE CENTER LINE OF THE ROAD, 10 FEET NORTH OF THE CENTER OF A
 PU0133'WIRE GATE AND ENTRANCE TO A PASTURE, 1 FOOT WEST OF A FENCE,
 PU0133'1.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0133'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0132 ***********************************************************************
 PU0132  DESIGNATION -  CRAM RM 1
 PU0132  PID         -  PU0132
 PU0132  STATE/COUNTY-  SD/MEADE
 PU0132  COUNTRY     -  US
 PU0132  USGS QUAD   -  MARCUS (2017)
 PU0132
 PU0132                         *CURRENT SURVEY CONTROL
 PU0132  ______________________________________________________________________
 PU0132* NAD 83(1986) POSITION- 44 38 47.62   (N) 102 16 53.82   (W)   HD_HELD1
 PU0132* NAVD 88 ORTHO HEIGHT -   789.075 (meters)     2588.82  (feet) ADJUSTED
 PU0132  ______________________________________________________________________
 PU0132  GEOID HEIGHT    -        -19.154 (meters)                     GEOID18
 PU0132  DYNAMIC HEIGHT  -        788.884 (meters)     2588.20  (feet) COMP
 PU0132  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 PU0132
 PU0132  VERT ORDER      -  SECOND    CLASS 0
 PU0132
 PU0132.The horizontal coordinates were determined by differentially corrected
 PU0132.hand held GPS observations or other comparable positioning techniques
 PU0132.and have an estimated accuracy of +/- 3 meters.
 PU0132
 PU0132.The orthometric height was determined by differential leveling and
 PU0132.adjusted by the NATIONAL GEODETIC SURVEY
 PU0132.in June 1991.
 PU0132
 PU0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0132.GEOID18 height accuracy estimate available here.
 PU0132
 PU0132.Click photographs - Photos may exist for this station.
 PU0132
 PU0132.The dynamic height is computed by dividing the NAVD 88
 PU0132.geopotential number by the normal gravity value computed on the
 PU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0132.degrees latitude (g = 980.6199 gals.).
 PU0132
 PU0132.The modeled gravity was interpolated from observed gravity values.
 PU0132
 PU0132;                    North         East    Units  Estimated Accuracy
 PU0132;SPC SD N     -    92,917.9     419,029.7     MT  (+/- 3 meters HH1 GPS) 
 PU0132
 PU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1556447283(NAD 83)
 PU0132
 PU0132                          SUPERSEDED SURVEY CONTROL
 PU0132
 PU0132  NGVD 29 (??/??/92)  788.613  (m)         2587.31   (f) ADJ UNCH    2 0
 PU0132
 PU0132.Superseded values are not recommended for survey control.
 PU0132
 PU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0132.See file dsdata.pdf to determine how the superseded data were derived.
 PU0132
 PU0132_MARKER: DR = REFERENCE MARK DISK
 PU0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0132_STAMPING: CRAM NO 1 1962
 PU0132_MARK LOGO: CGS
 PU0132_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0132+STABILITY: SURFACE MOTION
 PU0132
 PU0132  HISTORY     - Date     Condition        Report By
 PU0132  HISTORY     - 1962     MONUMENTED       CGS
 PU0132  HISTORY     - 1963     GOOD             CGS
 PU0132  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0132
 PU0132                          STATION DESCRIPTION
 PU0132
 PU0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0132'1.3 MI SW FROM MARCUS.
 PU0132'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0132'POST OFFICE AT MARCUS, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 PU0132'ROAD, AND ON THE CREST OF A HILL, IN SECTON 23, T 8 N, R 15 E,
 PU0132'28 FEET EAST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT EAST OF A
 PU0132'FENCE, 57.4 FEET SOUTH OF CRAM 1962, ABOUT 1 FOOT ABOVE THE
 PU0132'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0132'PROJECTING 5 INCHES.
 PU0132
 PU0132                          STATION RECOVERY (1981)
 PU0132
 PU0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0130 ***********************************************************************
 PU0130  DESIGNATION -  CRAM RM 2
 PU0130  PID         -  PU0130
 PU0130  STATE/COUNTY-  SD/MEADE
 PU0130  COUNTRY     -  US
 PU0130  USGS QUAD   -  MARCUS (2017)
 PU0130
 PU0130                         *CURRENT SURVEY CONTROL
 PU0130  ______________________________________________________________________
 PU0130* NAD 83(1986) POSITION- 44 38 48.27   (N) 102 16 54.67   (W)   HD_HELD1
 PU0130* NAVD 88 ORTHO HEIGHT -   789.064 (meters)     2588.79  (feet) ADJUSTED
 PU0130  ______________________________________________________________________
 PU0130  GEOID HEIGHT    -        -19.154 (meters)                     GEOID18
 PU0130  DYNAMIC HEIGHT  -        788.873 (meters)     2588.16  (feet) COMP
 PU0130  MODELED GRAVITY -    980,349.1   (mgal)                       NAVD 88
 PU0130
 PU0130  VERT ORDER      -  SECOND    CLASS 0
 PU0130
 PU0130.The horizontal coordinates were determined by differentially corrected
 PU0130.hand held GPS observations or other comparable positioning techniques
 PU0130.and have an estimated accuracy of +/- 3 meters.
 PU0130
 PU0130.The orthometric height was determined by differential leveling and
 PU0130.adjusted by the NATIONAL GEODETIC SURVEY
 PU0130.in June 1991.
 PU0130
 PU0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0130.GEOID18 height accuracy estimate available here.
 PU0130
 PU0130.Click photographs - Photos may exist for this station.
 PU0130
 PU0130.The dynamic height is computed by dividing the NAVD 88
 PU0130.geopotential number by the normal gravity value computed on the
 PU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0130.degrees latitude (g = 980.6199 gals.).
 PU0130
 PU0130.The modeled gravity was interpolated from observed gravity values.
 PU0130
 PU0130;                    North         East    Units  Estimated Accuracy
 PU0130;SPC SD N     -    92,938.5     419,011.5     MT  (+/- 3 meters HH1 GPS) 
 PU0130
 PU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1554447303(NAD 83)
 PU0130
 PU0130                          SUPERSEDED SURVEY CONTROL
 PU0130
 PU0130  NGVD 29 (??/??/92)  788.602  (m)         2587.27   (f) ADJ UNCH    2 0
 PU0130
 PU0130.Superseded values are not recommended for survey control.
 PU0130
 PU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0130.See file dsdata.pdf to determine how the superseded data were derived.
 PU0130
 PU0130_MARKER: DR = REFERENCE MARK DISK
 PU0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0130_STAMPING: CRAM NO 2 1962
 PU0130_MARK LOGO: CGS
 PU0130_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0130+STABILITY: SURFACE MOTION
 PU0130
 PU0130  HISTORY     - Date     Condition        Report By
 PU0130  HISTORY     - 1962     MONUMENTED       CGS
 PU0130  HISTORY     - 1963     GOOD             CGS
 PU0130  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0130
 PU0130                          STATION DESCRIPTION
 PU0130
 PU0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0130'1.3 MI SW FROM MARCUS.
 PU0130'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0130'POST OFFICE AT MARCUS, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 PU0130'ROAD, AND ON THE CREST OF A HILL, IN SECTION 23, T 8 N, R 15 E,
 PU0130'33 FEET WEST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT EAST OF A
 PU0130'FENCE, 65.0 FEET WEST OF CRAM 1962, ABOUT LEVEL WITH THE ROAD,
 PU0130'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU0130
 PU0130                          STATION RECOVERY (1981)
 PU0130
 PU0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0483 ***********************************************************************
 PR0483  DESIGNATION -  CRANE
 PR0483  PID         -  PR0483
 PR0483  STATE/COUNTY-  SD/LAKE
 PR0483  COUNTRY     -  US
 PR0483  USGS QUAD   -  OLDHAM SE (2017)
 PR0483
 PR0483                         *CURRENT SURVEY CONTROL
 PR0483  ______________________________________________________________________
 PR0483* NAD 83(1996) POSITION- 44 03 14.66379(N) 097 18 57.70958(W)   ADJUSTED
 PR0483* NAVD 88 ORTHO HEIGHT -   565.600 (meters)     1855.64  (feet) ADJUSTED
 PR0483  ______________________________________________________________________
 PR0483  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 PR0483  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 PR0483  DYNAMIC HEIGHT  -        565.468 (meters)     1855.21  (feet) COMP
 PR0483  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 PR0483
 PR0483  HORZ ORDER      -  FIRST
 PR0483  VERT ORDER      -  FIRST     CLASS II
 PR0483
 PR0483.The horizontal coordinates were established by classical geodetic methods
 PR0483.and adjusted by the National Geodetic Survey in January 1998.
 PR0483
 PR0483.The orthometric height was determined by differential leveling and
 PR0483.adjusted by the NATIONAL GEODETIC SURVEY
 PR0483.in June 1991.
 PR0483
 PR0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0483.GEOID18 height accuracy estimate available here.
 PR0483
 PR0483.Click photographs - Photos may exist for this station.
 PR0483
 PR0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0483
 PR0483.The dynamic height is computed by dividing the NAVD 88
 PR0483.geopotential number by the normal gravity value computed on the
 PR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0483.degrees latitude (g = 980.6199 gals.).
 PR0483
 PR0483.The modeled gravity was interpolated from observed gravity values.
 PR0483
 PR0483. The following values were computed from the NAD 83(1996) position.
 PR0483
 PR0483;                    North         East     Units Scale Factor Converg.
 PR0483;SPC SD S     -   195,553.892   841,717.765   MT  0.99993575   +2 04 53.4
 PR0483;SPC SD S     -   641,579.73  2,761,535.70   sFT  0.99993575   +2 04 53.4
 PR0483;UTM  14      - 4,879,257.200   634,888.757   MT  0.99982378   +1 10 16.0
 PR0483
 PR0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0483!SPC SD S     -   0.99991534  x   0.99993575  =   0.99985110
 PR0483!UTM  14      -   0.99991534  x   0.99982378  =   0.99973914
 PR0483
 PR0483:                Primary Azimuth Mark                     Grid Az
 PR0483:SPC SD S     -  CRANE AZ MK                              058 06 49.9
 PR0483:UTM  14      -  CRANE AZ MK                              059 01 27.3
 PR0483
 PR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3488879257(NAD 83)
 PR0483
 PR0483|---------------------------------------------------------------------|
 PR0483| PID    Reference Object                     Distance      Geod. Az  |
 PR0483|                                                           dddmmss.s |
 PR0483| PR0889 GERMAN LUTH CH OCTAGONAL TOP        APPROX. 4.8 KM 0171525.9 |
 PR0483| PR0879 RAMONA ST WILLIAMS CATH CHURCH      APPROX.10.6 KM 0472627.0 |
 PR0483| PR0877 RAMONA LOW DOME                     APPROX.10.6 KM 0474559.0 |
 PR0483| PR0878 RAMONA ELEVATOR                     APPROX.10.8 KM 0491226.7 |
 PR0483| CO5480 CRANE AZ MK                                        0601143.3 |
 PR0483| CO5482 CRANE RM 2                           25.367 METERS 08340     |
 PR0483| PR0874 MADISON MUNICIPAL TANK              APPROX.16.5 KM 1072611.7 |
 PR0483| PR0482 CRANE RM                                           12122     |
 PR0483| OQ0855 ORLAND LONE CHURCH SPIRE            APPROX.24.5 KM 1511301.1 |
 PR0483| OQ0881 SWEDISH LUTH CH PYRAMID SPIRE       APPROX.24.6 KM 1854936.7 |
 PR0483| OQ0882 CHURCH 7 MI N BY W SALEM SPIRE      APPROX.29.0 KM 2051013.8 |
 PR0483| PR0888 CRANE AUX                           274.469 METERS 20545     |
 PR0483| OQ0876 WINFRED ELEVATOR                    APPROX. 7.5 KM 2104535.7 |
 PR0483| OQ0877 WINFRED CHURCH SPIRE                APPROX. 7.4 KM 2112415.2 |
 PR0483| OQ0884 CANOVA OPEN BELFRY                  APPROX.24.2 KM 2173608.8 |
 PR0483| OQ0921 CANOVA ELEVATOR LEAD COLORED        APPROX.24.5 KM 2181638.6 |
 PR0483| PR0909 HOWARD ELEVATOR CENTER              APPROX.17.7 KM 2532033.6 |
 PR0483| PR0907 HOWARD METHODIST CHURCH SPIRE       APPROX.17.7 KM 2542815.5 |
 PR0483| PR0910 HOWARD CONG CH SPIRE                APPROX.17.6 KM 2550223.7 |
 PR0483| PR0911 HOWARD COURTHOUSE DOME              APPROX.17.4 KM 2554445.0 |
 PR0483| PR0905 HOWARD CATHOLIC CHURCH SPIRE        APPROX.17.7 KM 2554430.5 |
 PR0483| CO5483 CRANE RM 3                           25.190 METERS 26947     |
 PR0483| PR0891 FREEDOM CHURCH SPIRE                APPROX.13.9 KM 2975327.5 |
 PR0483|---------------------------------------------------------------------|
 PR0483
 PR0483                          SUPERSEDED SURVEY CONTROL
 PR0483
 PR0483  NAD 83(1986)-  44 03 14.66689(N)    097 18 57.68092(W) AD(       ) 1
 PR0483  NAD 27      -  44 03 14.75700(N)    097 18 56.44400(W) AD(       ) 1
 PR0483  USSD        -  44 03 14.93400(N)    097 18 56.86600(W) AD(       ) 3
 PR0483  NGVD 29             565.30   (m)         1854.7    (f) LEVELING    3  
 PR0483
 PR0483.Superseded values are not recommended for survey control.
 PR0483
 PR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0483.See file dsdata.pdf to determine how the superseded data were derived.
 PR0483
 PR0483_MARKER: N = NAIL
 PR0483_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PR0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0483
 PR0483  HISTORY     - Date     Condition        Report By
 PR0483  HISTORY     - 1903     MONUMENTED       CGS
 PR0483  HISTORY     - 1934     GOOD             CGS
 PR0483  HISTORY     - 1935     GOOD             CGS
 PR0483  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PR0483  HISTORY     - 1965     GOOD             USGS
 PR0483
 PR0483                          STATION DESCRIPTION
 PR0483
 PR0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0483'SITUATED NEAR THE CENTER OF THE SOUTHEAST QUARTER OF SEC.
 PR0483'21, T107N, R54W, ON LAND BELONGING TO GEORGE V. CRANE.
 PR0483'IT IS ON THE NORTH EDGE OF A VERY DENSE GROWTH OF TREES
 PR0483'AND BRUSH.  THE STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK.
 PR0483'THE REFERENCE MARK BEING IN THE FENCE CORNER AT THE
 PR0483'SOUTHEAST CORNER OF THE SECTION AND S 58 DEG 38 MIN E
 PR0483'FROM THE STATION.  THE QUARTER CORNER IN THE
 PR0483'CENTER OF THE SOUTH SIDE OF THE SECTION (21) IS CONNECTED
 PR0483'WITH THE STATION.  THE FOLLOWING BEARINGS AND DISTANCES ARE
 PR0483'FROM THE TRIANGULATION STATION--HOUSE OF MILLARD DUNAREY, CHIMNEY,
 PR0483'S 72 DEG 01 MIN W, ABOUT 800 METERS.  HOUSE OF GEORGE V. CRANE,
 PR0483'CHIMNEY, N 85 DEG 44 MIN E. ABOUT 480 METERS.  HOUSE OF JAMES
 PR0483'GAGEN, CHIMNEY, N 41 DEG 29 MIN E, ABOUT 700 METERS.
 PR0483
 PR0483                          STATION RECOVERY (1934)
 PR0483
 PR0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PR0483'4.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0483'PACIFIC RAILROAD FROM RAMONA, LAKE COUNTY, THENCE 6.8 MILES WEST
 PR0483'ALONG A SECTION-LINE ROAD, NEAR THE CENTER OF THE SOUTHEAST
 PR0483'QUARTER OF SECTION 21, T107N, R54W, ON THE NORTH EDGE OF A
 PR0483'DENSE GROWTH OF TREES AND BUSHES, 240 FEET WEST OF THE NORTHEAST
 PR0483'CORNER OF THE GROVE, ON THE TOP OF A KNOLL, AND IN THE NORTH
 PR0483'ROW OF TREES.  A NAIL, IN THE TOP OF A TERRA-COTTA PIPE FILLED
 PR0483'WITH CONCRETE.
 PR0483
 PR0483                          STATION RECOVERY (1935)
 PR0483
 PR0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0483'STATION WAS RECOVERED MAY 17, 1935 AND FOUND IN GOOD CONDITION.
 PR0483'THE PUBLISHED DESCRIPTION OF THE MARK IS CORRECT.  IT IS
 PR0483'ABOUT 825 FEET EAST OF NORTH-AND-SOUTH CENTER LINE OF THE
 PR0483'SECTION, AT THE NORTH EDGE OF A GROVE, ABOUT 80 YARDS WEST
 PR0483'OF THE EAST END OF THE GROVE, AND MIDWAY BETWEEN TWO ASH
 PR0483'TREES, AND FLUSH WITH THE SURFACE OF THE GROUND.
 PR0483'
 PR0483'THE REFERENCE MARK IS JUST INSIDE THE FENCE CORNER AT THE
 PR0483'SOUTHEAST CORNER OF THE SECTION, 34 FEET WEST OF THE CENTER
 PR0483'LINE OF THE NORTH-AND-SOUTH ROAD, 34 FEET NORTH OF THE CENTER
 PR0483'LINE OF THE EAST-AND-WEST ROAD, AND IS FLUSH WITH THE SURFACE
 PR0483'OF GROUND.  IT CANNOT BE SEEN FROM THE STATION, BECAUSE
 PR0483'OF TREES AND BRUSH.
 PR0483'
 PR0483'AZIMUTH MARKS--JAMES CAGENS (NOW JOHN GOEMAYS) HOUSE, CHIMNEY
 PR0483'IS THE ONLY AZIMUTH MARK VISIBLE FROM THE STATION.  THE
 PR0483'OTHERS ARE OBSCURED BY TREES AND BRUSH.
 PR0483
 PR0483                          STATION RECOVERY (1949)
 PR0483
 PR0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0483'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 PR0483'TO BE IN GOOD CONDITION.  HOWEVER, A SLIGHT DIFFERENCE WAS
 PR0483'FOUND IN THE DIRECTION TO THE REFERENCE MARK.
 PR0483'
 PR0483'A NEW AZIMUTH AND REFERENCE MARKS NO. 2 AND 3 WERE SET.
 PR0483'
 PR0483'THE STATION IS LOCATED ABOUT 4.25 MILES NORTH-NORTHEAST
 PR0483'OF WINFRED, 0.4 MILE WEST OF L.D. CRANES HOUSE, ALONG THE
 PR0483'NORTH EDGE OF A GROVE OF TREES.  IT IS 243 FEET WEST OF
 PR0483'THE NORTHEAST CORNER OF THE GROVE AND 16 FEET EAST OF AN
 PR0483'ASH TREE WITH A TRIANGLE BLAZE.  THE STATION IS MARKED BY
 PR0483'A NAIL IN THE CENTER OF A CONCRETE FILLED AND REENFORCED
 PR0483'TILE.  U S C AND G S 1903 IS INSCRIBED IN THE CONCRETE.
 PR0483'
 PR0483'REFERENCE MARK NO. 1 IS ABOUT 0.35 MILE SOUTHEAST OF THE
 PR0483'STATION IN THE SOUTHEAST CORNER OF THE SECTION, 34 FEET NORTH
 PR0483'OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 34 FEET
 PR0483'WEST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD.  THE
 PR0483'MARK IS A NAIL IN THE CENTER OF A CONCRETE FILLED AND
 PR0483'REENFORCED TILE.  THE MARK IS FLUSH WITH THE SURFACE OF
 PR0483'THE GROUND AND US C AND G S 1903 INSCRIBED IN CONCRETE.
 PR0483'
 PR0483'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND 160 FEET
 PR0483'WEST OF THE NORTHEAST CORNER OF THE GROVE.  THE MARK IS
 PR0483'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR0483'CRANE NO 2 1949.
 PR0483'
 PR0483'REFERENCE MARK NO. 3 IS WEST OF THE STATION.  THE MARK IS
 PR0483'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR0483'CRANE NO 3 1949.
 PR0483'
 PR0483'AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 PR0483'31 FEET WEST OF THE CENTERLINE OF THE ROAD AND 4.5 FEET
 PR0483'SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES
 PR0483'AND THE DISK IS STAMPED CRANE 1949.
 PR0483'
 PR0483'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 PR0483'HIGHWAY 34 IN THE WEST EDGE OF MADISON, GO WEST ON HIGHWAY
 PR0483'81 FOR 8.3 MILES TO CROSSROADS, TURN RIGHT (NORTH) ON A
 PR0483'GRAVELED ROAD FOR 2.0 MILES TO CROSSROADS, TURN LEFT (WEST)
 PR0483'1.0 MILE, TURN RIGHT (NORTH) 1.0 MILE TO CROSSROADS AND THE
 PR0483'REFERENCE MARK IN THE NORTHWEST ANGLE OF ROADS.  CONTINUE
 PR0483'0.2 MILE NORTH TO A FARM HOME ON THE RIGHT AND A FIELD ROAD
 PR0483'ON THE LEFT, TURN LEFT ON FIELD ROAD 0.3 MILE TO THE STATION
 PR0483'ALONG THE NORTH SIDE OF GROVE OF TREES.
 PR0483'
 PR0483'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.3
 PR0483'MILE, TURN LEFT (NORTH) 0.15 MILE TO THE MARK ON THE LEFT.
 PR0483'
 PR0483'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 PR0483
 PR0483                          STATION RECOVERY (1965)
 PR0483
 PR0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LBR)
 PR0483'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PR0483'
 PR0483'USC AND GS WITNESS POST ERECTED 3 FT. SOUTH OF STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0482 ***********************************************************************
 PR0482  DESIGNATION -  CRANE RM
 PR0482  PID         -  PR0482
 PR0482  STATE/COUNTY-  SD/LAKE
 PR0482  COUNTRY     -  US
 PR0482  USGS QUAD   -  OLDHAM SE (2017)
 PR0482
 PR0482                         *CURRENT SURVEY CONTROL
 PR0482  ______________________________________________________________________
 PR0482* NAD 83(1986) POSITION- 44 03 06.     (N) 097 18 32.     (W)   SCALED
 PR0482* NAVD 88 ORTHO HEIGHT -   553.345 (meters)     1815.43  (feet) ADJUSTED
 PR0482  ______________________________________________________________________
 PR0482  GEOID HEIGHT    -        -25.680 (meters)                     GEOID18
 PR0482  DYNAMIC HEIGHT  -        553.215 (meters)     1815.01  (feet) COMP
 PR0482  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 PR0482
 PR0482  VERT ORDER      -  FIRST     CLASS II
 PR0482
 PR0482.The horizontal coordinates were scaled from a map and have
 PR0482.an estimated accuracy of +/- 6 seconds.
 PR0482
 PR0482.The orthometric height was determined by differential leveling and
 PR0482.adjusted by the NATIONAL GEODETIC SURVEY
 PR0482.in June 1991.
 PR0482
 PR0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0482.GEOID18 height accuracy estimate available here.
 PR0482
 PR0482.Click photographs - Photos may exist for this station.
 PR0482
 PR0482.The dynamic height is computed by dividing the NAVD 88
 PR0482.geopotential number by the normal gravity value computed on the
 PR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0482.degrees latitude (g = 980.6199 gals.).
 PR0482
 PR0482.The modeled gravity was interpolated from observed gravity values.
 PR0482
 PR0482;                    North         East    Units  Estimated Accuracy
 PR0482;SPC SD S     -   195,310.      842,300.      MT  (+/- 180 meters Scaled)
 PR0482
 PR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP354790(NAD 83)
 PR0482
 PR0482                          SUPERSEDED SURVEY CONTROL
 PR0482
 PR0482.No superseded survey control is available for this station.
 PR0482
 PR0482_MARKER: N = NAIL
 PR0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0482
 PR0482  HISTORY     - Date     Condition        Report By
 PR0482  HISTORY     - 1903     MONUMENTED       CGS
 PR0482  HISTORY     - 1934     GOOD             CGS
 PR0482  HISTORY     - 20110405 MARK NOT FOUND   INDIV
 PR0482
 PR0482                          STATION DESCRIPTION
 PR0482
 PR0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0482'4.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0482'PACIFIC RAILROAD FROM RAMONA, LAKE COUNTY, THENCE 6.8 MILES
 PR0482'WEST ALONG A SECTION-LINE ROAD, AT THE SOUTHEAST CORNER OF
 PR0482'SECTION 21, T107N, R54W, AT A ROAD INTERSECTION, 34 FEET
 PR0482'WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH SECTION-LINE
 PR0482'ROAD, 32.5 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST
 PR0482'SECTION-LINE ROAD, 1 FOOT NORTH OF A FENCE, AND 2 INCHES BELOW
 PR0482'THE SURFACE OF THE GROUND.  A NAIL, IN THE TOP OF A TERRA-COTTA
 PR0482'PIPE FILLED WITH CONCRETE.
 PR0482
 PR0482                          STATION RECOVERY (2011)
 PR0482
 PR0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0619 ***********************************************************************
 QR0619  DESIGNATION -  CRAVEN ET
 QR0619  PID         -  QR0619
 QR0619  STATE/COUNTY-  SD/EDMUNDS
 QR0619  COUNTRY     -  US
 QR0619  USGS QUAD   -  MINA NW (2017)
 QR0619
 QR0619                         *CURRENT SURVEY CONTROL
 QR0619  ______________________________________________________________________
 QR0619* NAD 83(1996) POSITION- 45 26 40.06339(N) 098 55 18.68151(W)   ADJUSTED
 QR0619* NAVD 88 ORTHO HEIGHT -   455.482 (meters)     1494.36  (feet) ADJUSTED
 QR0619  ______________________________________________________________________
 QR0619  GEOID HEIGHT    -        -23.720 (meters)                     GEOID18
 QR0619  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 QR0619  DYNAMIC HEIGHT  -        455.447 (meters)     1494.25  (feet) COMP
 QR0619  MODELED GRAVITY -    980,524.8   (mgal)                       NAVD 88
 QR0619
 QR0619  HORZ ORDER      -  SECOND
 QR0619  VERT ORDER      -  FIRST     CLASS II
 QR0619
 QR0619.The horizontal coordinates were established by classical geodetic methods
 QR0619.and adjusted by the National Geodetic Survey in January 1998.
 QR0619
 QR0619.The orthometric height was determined by differential leveling and
 QR0619.adjusted by the NATIONAL GEODETIC SURVEY
 QR0619.in July 1998.
 QR0619
 QR0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0619.GEOID18 height accuracy estimate available here.
 QR0619
 QR0619.Click photographs - Photos may exist for this station.
 QR0619
 QR0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0619
 QR0619.The dynamic height is computed by dividing the NAVD 88
 QR0619.geopotential number by the normal gravity value computed on the
 QR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0619.degrees latitude (g = 980.6199 gals.).
 QR0619
 QR0619.The modeled gravity was interpolated from observed gravity values.
 QR0619
 QR0619. The following values were computed from the NAD 83(1996) position.
 QR0619
 QR0619;                    North         East     Units Scale Factor Converg.
 QR0619;SPC SD N     -   179,597.407   684,342.810   MT  0.99996264   +0 45 47.0
 QR0619;SPC SD N     -   589,229.16  2,245,214.70   sFT  0.99996264   +0 45 47.0
 QR0619;UTM  14      - 5,032,329.400   506,111.142   MT  0.99960046   +0 03 20.5
 QR0619
 QR0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0619!SPC SD N     -   0.99993231  x   0.99996264  =   0.99989496
 QR0619!UTM  14      -   0.99993231  x   0.99960046  =   0.99953280
 QR0619
 QR0619:                Primary Azimuth Mark                     Grid Az
 QR0619:SPC SD N     -  IPSWICH MUNICIPAL TANK                   269 37 25.2
 QR0619:UTM  14      -  IPSWICH MUNICIPAL TANK                   270 19 51.7
 QR0619
 QR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0611132329(NAD 83)
 QR0619
 QR0619|---------------------------------------------------------------------|
 QR0619| PID    Reference Object                     Distance      Geod. Az  |
 QR0619|                                                           dddmmss.s |
 QR0619| AE7245 CRAVEN ET RM 1                       13.198 METERS 17934     |
 QR0619| QR0663 IPSWICH MUNICIPAL TANK              APPROX. 8.4 KM 2702312.2 |
 QR0619| AE7244 CRAVEN ET RM 2                       14.068 METERS 35953     |
 QR0619|---------------------------------------------------------------------|
 QR0619
 QR0619                          SUPERSEDED SURVEY CONTROL
 QR0619
 QR0619  NAD 83(1986)-  45 26 40.07841(N)    098 55 18.67189(W) AD(       ) 2
 QR0619  NAD 27      -  45 26 40.16608(N)    098 55 17.28246(W) AD(       ) 2
 QR0619  NGVD 29 (07/19/86)  455.3    (m)         1494.     (f) VERT ANG       
 QR0619
 QR0619.Superseded values are not recommended for survey control.
 QR0619
 QR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0619.See file dsdata.pdf to determine how the superseded data were derived.
 QR0619
 QR0619_MARKER: DD = SURVEY DISK
 QR0619_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0619+WITH SETTING: INFORMATION.
 QR0619_STAMPING: CRAVEN ET 1970
 QR0619_MARK LOGO: USGS
 QR0619_PROJECTION: RECESSED 10 CENTIMETERS
 QR0619_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0619+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0619
 QR0619  HISTORY     - Date     Condition        Report By
 QR0619  HISTORY     - 1970     MONUMENTED       USGS
 QR0619  HISTORY     - 19970314 GOOD             NGS
 QR0619
 QR0619                          STATION DESCRIPTION
 QR0619
 QR0619'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0619'THE STATION IS ABOUT 5.2 MI E. OF IPSWICH, ABOUT 0.2 MI S. AND
 QR0619'0.2 MI E. OF THE COR. OF SECS. 20, 21, 28 AND 29.  T. 123 N., R. 67
 QR0619'W, ABOUT 0.2 MI S. OF U.S. HWY. 12 ON THE MOST PROMINENT KNOLL
 QR0619'IN THE VICINITY.
 QR0619'
 QR0619'TO REACH FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45 IN IPSWICH,
 QR0619'GO E. ON U.S. HWY. 12 FOR ABOUT 5.2 MI TO A T-RD. S. TO A METAL
 QR0619'ELEVATOR AND FARMHOUSE, TURN RIGHT AND GO S. FOR ABOUT 0.2 MI
 QR0619'TO THE STATION ON THE RIGHT ON TOP OF THE RIGHT CUT BANK.
 QR0619'
 QR0619'STATION MARK, STAMPED ET CRAVEN 1970 IS 47 FT W. CENTER RD.  16
 QR0619'FT N. AND 1.5 FT E. OF A POWER LINE POLE.  1.5 FT E. OF A USGS
 QR0619'WITNESS POST.
 QR0619'
 QR0619'REFERENCE MARK NO. 1, STAMPED CRAVEN NO 1 1970 IS S. OF THE
 QR0619'STATION, 46 FT W. CENTER RD.
 QR0619'
 QR0619'REFERENCE MARK NO. 2, STAMPED CRAVEN NO 2 1970 IS N. OF THE
 QR0619'STATION, 47 FT W. CENTER RD.
 QR0619'
 QR0619'NO AZIMUTH MARK WAS SET.
 QR0619'
 QR0619'REFERENCE AZIMUTH USED - IPSWICH MWT.  POINT OBSERVED IS FINIAL
 QR0619'OF THE IPSWICH MWT LOCATED ABOUT 0.2 MI S. OF THE JCT. OF
 QR0619'U.S. HWY. 12 AND ST. HWY. 45 IN IPSWICH AND ABOUT 150 FT E. OF
 QR0619'ST. HWY. 45.  IT IS BEHIND (E.) THE CITY MAINTENANCE BUILDING.
 QR0619'THE TANK IS PAINTED SILVER WITH A RED COVER, T. 123 N., R. 69 W.,
 QR0619'ABOUT 0.2 MI S. AND ABOUT 150 FT E. OF THE COR. OF SECS. 21, 22,
 QR0619'27 AND 28.
 QR0619'
 QR0619'STANDARD BRACED TRIPOD USED.
 QR0619
 QR0619                          STATION RECOVERY (1997)
 QR0619
 QR0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0619'8.4 KM (5.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0619'STATE HIGHWAY 45 IN IPSWICH, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG A
 QR0619'GRAVELED ROAD, 14.1 M (46.3 FT) SOUTH OF REFERENCE MARK 2, 13.8 M
 QR0619'(45.3 FT) WEST OF THE ROAD CENTER, 13.2 M (43.3 FT) NORTH OF REFERENCE
 QR0619'MARK 1, 5.3 M (17.4 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE, 0.8
 QR0619'M (2.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) EAST OF A
 QR0619'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS
 QR0619'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7245 ***********************************************************************
 AE7245  DESIGNATION -  CRAVEN ET RM 1
 AE7245  PID         -  AE7245
 AE7245  STATE/COUNTY-  SD/EDMUNDS
 AE7245  COUNTRY     -  US
 AE7245  USGS QUAD   -  MINA NW (2017)
 AE7245
 AE7245                         *CURRENT SURVEY CONTROL
 AE7245  ______________________________________________________________________
 AE7245* NAD 83(1986) POSITION- 45 26 39.64   (N) 098 55 18.68   (W)   HD_HELD1
 AE7245* NAVD 88 ORTHO HEIGHT -   455.553 (meters)     1494.59  (feet) ADJUSTED
 AE7245  ______________________________________________________________________
 AE7245  GEOID HEIGHT    -        -23.720 (meters)                     GEOID18
 AE7245  DYNAMIC HEIGHT  -        455.518 (meters)     1494.48  (feet) COMP
 AE7245  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 AE7245
 AE7245  VERT ORDER      -  FIRST     CLASS II
 AE7245
 AE7245.The horizontal coordinates were determined by differentially corrected
 AE7245.hand held GPS observations or other comparable positioning techniques
 AE7245.and have an estimated accuracy of +/- 3 meters.
 AE7245
 AE7245.The orthometric height was determined by differential leveling and
 AE7245.adjusted by the NATIONAL GEODETIC SURVEY
 AE7245.in July 1998.
 AE7245
 AE7245.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7245.GEOID18 height accuracy estimate available here.
 AE7245
 AE7245.Click photographs - Photos may exist for this station.
 AE7245
 AE7245.The dynamic height is computed by dividing the NAVD 88
 AE7245.geopotential number by the normal gravity value computed on the
 AE7245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7245.degrees latitude (g = 980.6199 gals.).
 AE7245
 AE7245.The modeled gravity was interpolated from observed gravity values.
 AE7245
 AE7245;                    North         East    Units  Estimated Accuracy
 AE7245;SPC SD N     -   179,584.3     684,343.0     MT  (+/- 3 meters HH1 GPS) 
 AE7245
 AE7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0611132316(NAD 83)
 AE7245
 AE7245                          SUPERSEDED SURVEY CONTROL
 AE7245
 AE7245.No superseded survey control is available for this station.
 AE7245
 AE7245_MARKER: DR = REFERENCE MARK DISK
 AE7245_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7245+WITH SETTING: INFORMATION.
 AE7245_STAMPING: CRAVEN 1 1970
 AE7245_MARK LOGO: USGS
 AE7245_PROJECTION: RECESSED 10 CENTIMETERS
 AE7245_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7245+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE7245
 AE7245  HISTORY     - Date     Condition        Report By
 AE7245  HISTORY     - 1970     MONUMENTED       USGS
 AE7245  HISTORY     - 19970314 GOOD             NGS
 AE7245
 AE7245                          STATION DESCRIPTION
 AE7245
 AE7245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7245'8.4 KM (5.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7245'STATE HIGHWAY 45 IN IPSWICH, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG A
 AE7245'GRAVELED ROAD, 18.6 M (61.0 FT) NORTH OF THE CENTER OF A FIELD
 AE7245'ENTRANCE, 13.8 M (45.3 FT) WEST OF THE ROAD CENTER, 13.2 M (43.3 FT)
 AE7245'SOUTH OF THE STATION MARK, 7.7 M (25.3 FT) SOUTH OF A UTILITY POLE
 AE7245'WITH A GUY CABLE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3
 AE7245'M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 AE7245'6-INCH TILE PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AE7245'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7244 ***********************************************************************
 AE7244  DESIGNATION -  CRAVEN ET RM 2
 AE7244  PID         -  AE7244
 AE7244  STATE/COUNTY-  SD/EDMUNDS
 AE7244  COUNTRY     -  US
 AE7244  USGS QUAD   -  MINA NW (2017)
 AE7244
 AE7244                         *CURRENT SURVEY CONTROL
 AE7244  ______________________________________________________________________
 AE7244* NAD 83(1986) POSITION- 45 26 40.52   (N) 098 55 18.68   (W)   HD_HELD1
 AE7244* NAVD 88 ORTHO HEIGHT -   455.058 (meters)     1492.97  (feet) ADJUSTED
 AE7244  ______________________________________________________________________
 AE7244  GEOID HEIGHT    -        -23.719 (meters)                     GEOID18
 AE7244  DYNAMIC HEIGHT  -        455.023 (meters)     1492.85  (feet) COMP
 AE7244  MODELED GRAVITY -    980,524.8   (mgal)                       NAVD 88
 AE7244
 AE7244  VERT ORDER      -  FIRST     CLASS II
 AE7244
 AE7244.The horizontal coordinates were determined by differentially corrected
 AE7244.hand held GPS observations or other comparable positioning techniques
 AE7244.and have an estimated accuracy of +/- 3 meters.
 AE7244
 AE7244.The orthometric height was determined by differential leveling and
 AE7244.adjusted by the NATIONAL GEODETIC SURVEY
 AE7244.in July 1998.
 AE7244
 AE7244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7244.GEOID18 height accuracy estimate available here.
 AE7244
 AE7244.Click photographs - Photos may exist for this station.
 AE7244
 AE7244.The dynamic height is computed by dividing the NAVD 88
 AE7244.geopotential number by the normal gravity value computed on the
 AE7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7244.degrees latitude (g = 980.6199 gals.).
 AE7244
 AE7244.The modeled gravity was interpolated from observed gravity values.
 AE7244
 AE7244;                    North         East    Units  Estimated Accuracy
 AE7244;SPC SD N     -   179,611.5     684,342.7     MT  (+/- 3 meters HH1 GPS) 
 AE7244
 AE7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0611132343(NAD 83)
 AE7244
 AE7244                          SUPERSEDED SURVEY CONTROL
 AE7244
 AE7244.No superseded survey control is available for this station.
 AE7244
 AE7244_MARKER: DR = REFERENCE MARK DISK
 AE7244_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7244+WITH SETTING: INFORMATION.
 AE7244_STAMPING: CRAVEN 2 1970
 AE7244_MARK LOGO: USGS
 AE7244_PROJECTION: FLUSH
 AE7244_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7244+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE7244
 AE7244  HISTORY     - Date     Condition        Report By
 AE7244  HISTORY     - 1970     MONUMENTED       USGS
 AE7244  HISTORY     - 19970314 GOOD             NGS
 AE7244
 AE7244                          STATION DESCRIPTION
 AE7244
 AE7244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7244'8.4 KM (5.20 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7244'STATE HIGHWAY 45 IN IPSWICH, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG A
 AE7244'GRAVELED ROAD, 14.1 M (46.3 FT) NORTH OF THE STATION MARK, 14.1 M
 AE7244'(46.3 FT) WEST OF THE ROAD CENTER, 0.8 M (2.6 FT) ABOVE THE LEVEL OF
 AE7244'THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THE DISK
 AE7244'IS ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0671 ***********************************************************************
 QR0671  DESIGNATION -  CRESBARD ET
 QR0671  PID         -  QR0671
 QR0671  STATE/COUNTY-  SD/FAULK
 QR0671  COUNTRY     -  US
 QR0671  USGS QUAD   -  WECOTA (2017)
 QR0671
 QR0671                         *CURRENT SURVEY CONTROL
 QR0671  ______________________________________________________________________
 QR0671* NAD 83(1996) POSITION- 45 11 16.75156(N) 099 01 17.92378(W)   ADJUSTED
 QR0671* NAVD 88 ORTHO HEIGHT -   454.0   (meters)     1489.    (feet) VERTCON3
 QR0671  ______________________________________________________________________
 QR0671  GEOID HEIGHT    -        -23.771 (meters)                     GEOID18
 QR0671  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 QR0671  HORZ ORDER      -  SECOND
 QR0671
 QR0671.The horizontal coordinates were established by classical geodetic methods
 QR0671.and adjusted by the National Geodetic Survey in January 1998.
 QR0671
 QR0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0671
 QR0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0671.GEOID18 height accuracy estimate available here.
 QR0671
 QR0671.Click photographs - Photos may exist for this station.
 QR0671
 QR0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0671
 QR0671. The following values were computed from the NAD 83(1996) position.
 QR0671
 QR0671;                    North         East     Units Scale Factor Converg.
 QR0671;SPC SD N     -   150,997.579   676,881.159   MT  0.99994195   +0 41 32.7
 QR0671;SPC SD N     -   495,397.89  2,220,734.27   sFT  0.99994195   +0 41 32.7
 QR0671;UTM  14      - 5,003,833.895   498,299.592   MT  0.99960004   -0 00 55.3
 QR0671
 QR0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0671!SPC SD N     -   0.99993255  x   0.99994195  =   0.99987450
 QR0671!UTM  14      -   0.99993255  x   0.99960004  =   0.99953261
 QR0671
 QR0671:                Primary Azimuth Mark                     Grid Az
 QR0671:SPC SD N     -  CRESBARD MUN WATER TANK                  108 59 38.2
 QR0671:UTM  14      -  CRESBARD MUN WATER TANK                  109 42 06.2
 QR0671
 QR0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9829903833(NAD 83)
 QR0671
 QR0671|---------------------------------------------------------------------|
 QR0671| PID    Reference Object                     Distance      Geod. Az  |
 QR0671|                                                           dddmmss.s |
 QR0671| QR0609 CRESBARD MUN WATER TANK             APPROX. 6.1 KM 1094110.9 |
 QR0671| CO5485 CRESBARD ET RM 2                     22.332 METERS 24222     |
 QR0671| CO5484 CRESBARD ET RM 1                     22.165 METERS 29730     |
 QR0671|---------------------------------------------------------------------|
 QR0671
 QR0671                          SUPERSEDED SURVEY CONTROL
 QR0671
 QR0671  NAD 83(1986)-  45 11 16.76611(N)    099 01 17.92394(W) AD(       ) 2
 QR0671  NAD 27      -  45 11 16.86773(N)    099 01 16.52093(W) AD(       ) 2
 QR0671  NGVD 29 (07/19/86)  453.7    (m)         1489.     (f) VERT ANG       
 QR0671
 QR0671.Superseded values are not recommended for survey control.
 QR0671
 QR0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0671.See file dsdata.pdf to determine how the superseded data were derived.
 QR0671
 QR0671_MARKER: DD = SURVEY DISK
 QR0671_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0671+WITH SETTING: INFORMATION.
 QR0671_STAMPING: ET CRESBARD 1970
 QR0671_MARK LOGO: USGS
 QR0671_PROJECTION: RECESSED 15 CENTIMETERS
 QR0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0671
 QR0671  HISTORY     - Date     Condition        Report By
 QR0671  HISTORY     - 1970     MONUMENTED       USGS
 QR0671
 QR0671                          STATION DESCRIPTION
 QR0671
 QR0671'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0671'THE STATION IS ABOUT 3.8 MI WNW. OF CRESBARD, ABOUT 360 FT N. ALONG
 QR0671'ST. HWY. 45, AT THE COR. OF SECS. 21, 22, 27 AND 28, T. 120
 QR0671'N., R. 68 W.
 QR0671'
 QR0671'TO REACH THE STATION FROM THE POST OFFICE IN CRESBARD, GO N. 0.3
 QR0671'MI TO A T-RD. S., TURN LEFT (W.) FOR 0.5 MI TO A CURVE N.,
 QR0671'CONTINUE N. 1.0 MI TO A CURVE W., CONTINUE W. FOR 3.0 MI TO A
 QR0671'CROSSROAD, TURN N. FOR 0.05 MI AND THE STATION ON THE LEFT (W.)
 QR0671'SIDE OF THE HWY.
 QR0671'
 QR0671'STATION MARK, STAMPED ET CRESBARD 1970 IS 35.2 FT W. OF THE CENTER
 QR0671'OF THE HWY., 66.7 FT E. OF A STANDARD WITNESS POST, AND 70.6 FT
 QR0671'ENE. OF A POWER POLE.  MARK IS SET ABOUT 6 IN. BELOW THE SURFACE
 QR0671'OF THE RD. SHOULDER.
 QR0671'
 QR0671'REFERENCE MARK NO. 1, STAMPED CRESBARD NO 1 1970 IS 100 FT W. OF
 QR0671'THE HWY., 50.3 FT N. OF A POWER POLE, AND 36.1 FT N. OF A STANDARD
 QR0671'WITNESS POST.
 QR0671'
 QR0671'REFERENCE MARK NO. 2, STAMPED CRESBARD NO 2 1970 IS 100 FT W. OF
 QR0671'THE HWY., 6.9 FT S. OF A POWER POLE, AND 31.6 FT S. OF A STANDARD
 QR0671'WITNESS POST.
 QR0671'
 QR0671'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0671'STEEL RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 QR0671'WITH GRAVEL TO WITHIN 1 IN. OF THE CAP.  REFERENCE MARKS 1 AND 2
 QR0671'ARE 1 IN. BELOW GROUND SURFACE.
 QR0671'
 QR0671'NO AZIMUTH MARK WAS SET.
 QR0671'
 QR0671'REFERENCE AZIMUTH USED - CRESBARD M.W.T.  POINT OBSERVED IS THE
 QR0671'FINIAL (ALSO LIGHT CENTERED ON FINIAL) ATOP THE CRESBARD MWT
 QR0671'LOCATED 0.8 MI N. OF THE JCT. OF ST. HWY. 20 AND THE
 QR0671'N.-S. RD. THROUGH CRESBARD, 0.05 MI N. OF THE CRESBARD POST
 QR0671'OFFICE.  IT IS A 4 LEG STEEL STRUCTURE ABOUT 100 FT HIGH AND
 QR0671'PAINTED SILVER EXCEPT THE TOP COVER WHICH IS PAINTED RED, T. 120
 QR0671'N., R. 67 W, ABOUT 0.25 MI S. OF THE QUARTER COR. BETWEEN
 QR0671'SECS. 30 AND 31.
 QR0671'
 QR0671'STATIONS WHEAT AND FLAT ARE ALSO VISIBLE FROM THE GROUND.
 QR0671'
 QR0671'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0606 ***********************************************************************
 QR0606  DESIGNATION -  CRESBARD METHODIST CH SPIRE
 QR0606  PID         -  QR0606
 QR0606  STATE/COUNTY-  SD/FAULK
 QR0606  COUNTRY     -  US
 QR0606  USGS QUAD   -  CRESBARD (2017)
 QR0606
 QR0606                         *CURRENT SURVEY CONTROL
 QR0606  ______________________________________________________________________
 QR0606* NAD 83(1996) POSITION- 45 10 14.63502(N) 098 56 50.02010(W)   ADJUSTED
 QR0606  ______________________________________________________________________
 QR0606  GEOID HEIGHT    -        -23.874 (meters)                     GEOID18
 QR0606  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 QR0606  HORZ ORDER      -  THIRD
 QR0606
 QR0606.The horizontal coordinates were established by classical geodetic methods
 QR0606.and adjusted by the National Geodetic Survey in January 1998.
 QR0606
 QR0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0606.GEOID18 height accuracy estimate available here.
 QR0606
 QR0606.Click photographs - Photos may exist for this station.
 QR0606
 QR0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0606
 QR0606. The following values were computed from the NAD 83(1996) position.
 QR0606
 QR0606;                    North         East     Units Scale Factor Converg.
 QR0606;SPC SD N     -   149,153.618   682,753.674   MT  0.99994128   +0 44 42.3
 QR0606;SPC SD N     -   489,348.16  2,240,001.01   sFT  0.99994128   +0 44 42.3
 QR0606;UTM  14      - 5,001,918.195   504,146.885   MT  0.99960021   +0 02 14.7
 QR0606
 QR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0414601918(NAD 83)
 QR0606
 QR0606                          SUPERSEDED SURVEY CONTROL
 QR0606
 QR0606  NAD 83(1986)-  45 10 14.64891(N)    098 56 50.02840(W) AD(       ) 3
 QR0606  NAD 27      -  45 10 14.75000(N)    098 56 48.65000(W) AD(       ) 3
 QR0606
 QR0606.Superseded values are not recommended for survey control.
 QR0606
 QR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0606.See file dsdata.pdf to determine how the superseded data were derived.
 QR0606
 QR0606_MARKER: 90 = CHURCH SPIRE
 QR0606
 QR0606  HISTORY     - Date     Condition        Report By
 QR0606  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0606
 QR0606                          STATION DESCRIPTION
 QR0606
 QR0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0606'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE METHODIST
 QR0606'CHURCH, LOCATED IN THE NE PART OF TOWN.  ERECTED IN 1908, AND
 QR0606'IS APPROXIMATELY 50 FEET HIGH.
 QR0606'
 QR0606'STATION WAS OBSERVED UPON FROM WESLEY AND ZELL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0609 ***********************************************************************
 QR0609  DESIGNATION -  CRESBARD MUN WATER TANK
 QR0609  PID         -  QR0609
 QR0609  STATE/COUNTY-  SD/FAULK
 QR0609  COUNTRY     -  US
 QR0609  USGS QUAD   -  CRESBARD (2017)
 QR0609
 QR0609                         *CURRENT SURVEY CONTROL
 QR0609  ______________________________________________________________________
 QR0609* NAD 83(1996) POSITION- 45 10 10.21786(N) 098 56 55.36532(W)   ADJUSTED
 QR0609  ______________________________________________________________________
 QR0609  GEOID HEIGHT    -        -23.872 (meters)                     GEOID18
 QR0609  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 QR0609  HORZ ORDER      -  THIRD
 QR0609
 QR0609.The horizontal coordinates were established by classical geodetic methods
 QR0609.and adjusted by the National Geodetic Survey in January 1998.
 QR0609
 QR0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0609.GEOID18 height accuracy estimate available here.
 QR0609
 QR0609.Click photographs - Photos may exist for this station.
 QR0609
 QR0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0609
 QR0609. The following values were computed from the NAD 83(1996) position.
 QR0609
 QR0609;                    North         East     Units Scale Factor Converg.
 QR0609;SPC SD N     -   149,015.759   682,638.739   MT  0.99994124   +0 44 38.5
 QR0609;SPC SD N     -   488,895.87  2,239,623.93   sFT  0.99994124   +0 44 38.5
 QR0609;UTM  14      - 5,001,781.813   504,030.296   MT  0.99960020   +0 02 10.9
 QR0609
 QR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0403001781(NAD 83)
 QR0609
 QR0609                          SUPERSEDED SURVEY CONTROL
 QR0609
 QR0609  NAD 83(1986)-  45 10 10.23008(N)    098 56 55.36380(W) AD(       ) 3
 QR0609  NAD 27      -  45 10 10.32966(N)    098 56 53.96924(W) AD(       ) 3
 QR0609
 QR0609.Superseded values are not recommended for survey control.
 QR0609
 QR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0609.See file dsdata.pdf to determine how the superseded data were derived.
 QR0609
 QR0609_MARKER: 53 = ELEVATED TANK
 QR0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0609+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 QR0609
 QR0609  HISTORY     - Date     Condition        Report By
 QR0609  HISTORY     - 1970     FIRST OBSERVED   USGS
 QR0609  HISTORY     - 20040729 GOOD             GEOCAC
 QR0609
 QR0609                          STATION DESCRIPTION
 QR0609
 QR0609'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0609'CRESBARD M.W.T.  POINT OBSERVED IS THE FINIAL (ALSO LIGHT
 QR0609'CENTERED ON FINIAL) ATOP THE CRESBARD MWT LOCATED 0.8 MI N. OF
 QR0609'THE JCT. OF ST. HWY. 20 AND THE N.-S. RD. THROUGH CRESBARD, 0.05
 QR0609'MI N. OF THE CRESBARD POST OFFICE.  IT IS A 4 LEG STEEL STRUCTURE
 QR0609'ABOUT 100 FT HIGH AND PAINTED SILVER EXCEPT THE TOP COVER WHICH
 QR0609'IS PAINTED RED, T. 120 N., R. 67 W., ABOUT 0.25 MI S. OF THE
 QR0609'QUARTER COR. BETWEEN SECS. 30 AND 31.
 QR0609'
 QR0609'STATION OBSERVED FROM ET CHESTER, ET WHEAT, ET CRESBARD, AND
 QR0609'ET FLAT.
 QR0609
 QR0609                          STATION RECOVERY (2004)
 QR0609
 QR0609'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 QR0609'PAINTED SILVER WITH RED TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0449 ***********************************************************************
 QQ0449  DESIGNATION -  CREST
 QQ0449  PID         -  QQ0449
 QQ0449  STATE/COUNTY-  SD/DAY
 QQ0449  COUNTRY     -  US
 QQ0449  USGS QUAD   -  PIERPONT (2017)
 QQ0449
 QQ0449                         *CURRENT SURVEY CONTROL
 QQ0449  ______________________________________________________________________
 QQ0449* NAD 83(1996) POSITION- 45 23 04.03043(N) 097 46 40.89319(W)   ADJUSTED
 QQ0449* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 QQ0449  ______________________________________________________________________
 QQ0449  GEOID HEIGHT    -        -24.909 (meters)                     GEOID18
 QQ0449  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 QQ0449  HORZ ORDER      -  FIRST
 QQ0449
 QQ0449.The horizontal coordinates were established by classical geodetic methods
 QQ0449.and adjusted by the National Geodetic Survey in January 1998.
 QQ0449
 QQ0449.The orthometric height was scaled from a topographic map.
 QQ0449
 QQ0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0449.GEOID18 height accuracy estimate available here.
 QQ0449
 QQ0449.Click photographs - Photos may exist for this station.
 QQ0449
 QQ0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0449
 QQ0449. The following values were computed from the NAD 83(1996) position.
 QQ0449
 QQ0449;                    North         East     Units Scale Factor Converg.
 QQ0449;SPC SD N     -   174,754.514   773,990.553   MT  0.99995600   +1 34 21.3
 QQ0449;SPC SD N     -   573,340.43  2,539,334.01   sFT  0.99995600   +1 34 21.3
 QQ0449;UTM  14      - 5,026,385.911   595,663.920   MT  0.99971252   +0 52 11.7
 QQ0449
 QQ0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0449!SPC SD N     -   0.99991544  x   0.99995600  =   0.99987145
 QQ0449!UTM  14      -   0.99991544  x   0.99971252  =   0.99962799
 QQ0449
 QQ0449:                Primary Azimuth Mark                     Grid Az
 QQ0449:SPC SD N     -  CREST AZ MK                              087 32 52.9
 QQ0449:UTM  14      -  CREST AZ MK                              088 15 02.5
 QQ0449
 QQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9566326385(NAD 83)
 QQ0449
 QQ0449|---------------------------------------------------------------------|
 QQ0449| PID    Reference Object                     Distance      Geod. Az  |
 QQ0449|                                                           dddmmss.s |
 QQ0449| CO5486 CREST AZ MK                                        0890714.2 |
 QQ0449| CO5487 CREST RM 1                            8.671 METERS 09211     |
 QQ0449| CO5488 CREST RM 2                            8.183 METERS 27156     |
 QQ0449|---------------------------------------------------------------------|
 QQ0449
 QQ0449                          SUPERSEDED SURVEY CONTROL
 QQ0449
 QQ0449  NAD 83(1986)-  45 23 04.02800(N)    097 46 40.87885(W) AD(       ) 1
 QQ0449  NAD 27      -  45 23 04.19505(N)    097 46 39.53518(W) AD(       ) 1
 QQ0449
 QQ0449.Superseded values are not recommended for survey control.
 QQ0449
 QQ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0449.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0449
 QQ0449_MARKER: DS = TRIANGULATION STATION DISK
 QQ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0449_STAMPING: CREST 1952
 QQ0449_MARK LOGO: CGS
 QQ0449_PROJECTION: FLUSH
 QQ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0449+STABILITY: SURFACE MOTION
 QQ0449
 QQ0449  HISTORY     - Date     Condition        Report By
 QQ0449  HISTORY     - 1952     MONUMENTED       CGS
 QQ0449  HISTORY     - 1970     GOOD             USAF
 QQ0449
 QQ0449                          STATION DESCRIPTION
 QQ0449
 QQ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0449'THE STATION IS IN SECTION 15, T 122 N, R 58 W, ON THE RIGHT-OF-WAY
 QQ0449'OF A GRADED ROAD, ABOUT 6 MILES EAST AND 2 MILES SOUTH OF ANDOVER,
 QQ0449'2-1/2 MILES NORTH AND 1-1/2 MILES WEST OF BRISTOL, 27 FEET SOUTH
 QQ0449'OF THE CENTER OF THE GRAVELED ROAD, 13 FEET NORTHEAST OF A
 QQ0449'TELEPHONE POLE, 5 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 QQ0449'POST AND 3 FEET NORTH OF A WIRE FENCE.
 QQ0449'
 QQ0449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND A
 QQ0449'GRAVELED LEADING SOUTH AT THE NORTH END OF THE OVERPASS IN BRISTOL,
 QQ0449'GO WEST ON U.S. HIGHWAY 12 FOR 0.5 MILE TO A SIDE ROAD ON THE
 QQ0449'RIGHT, TURN RIGHT (NORTH) AND FOLLOW THE MAIN GRAVELED ROAD FOR
 QQ0449'2.4 MILES TO A CROSS ROAD, TURN LEFT (WEST) AND GO ON THE MAIN
 QQ0449'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 QQ0449'DESCRIBED BELOW, CONTINUE ON THE MAIN GRAVELED ROAD FOR 0.4
 QQ0449'MILE TO THE END OF THE GRAVELED ROAD, CONTINUE WESTERLY ON A
 QQ0449'GRADED ROAD FOR 0.4 MILE TO THE CREST OF A LONG HILL AND THE
 QQ0449'STATION ON THE LEFT.
 QQ0449'
 QQ0449'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 QQ0449'DISK IS STAMPED CREST 1952.
 QQ0449'
 QQ0449'REFERENCE MARK 1 IS 28 FEET SOUTH OF THE CENTER OF THE GRADED
 QQ0449'ROAD AND 2 FEET NORTH OF THE WIRE FENCE.  THE MARK IS FLUSH WITH THE
 QQ0449'SURFACE OF THE GROUND AND THE DISK IS STAMPED CREST NO 1 1952.
 QQ0449'
 QQ0449'REFERENCE MARK 2 IS 26 FEET SOUTH OF THE CENTER OF THE GRADED
 QQ0449'ROAD AND 4 FEET NORTH OF THE WIRE FENCE.  THE MARK IS FLUSH WITH
 QQ0449'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CREST NO 2 1952.
 QQ0449'
 QQ0449'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE GRAVELED
 QQ0449'ROAD, 5 FEET SOUTH OF A POWERLINE POLE AND 3 FEET WEST OF A WHITE
 QQ0449'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK
 QQ0449'IS STAMPED CREST 1952.
 QQ0449'
 QQ0449'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0449
 QQ0449                          STATION RECOVERY (1970)
 QQ0449
 QQ0449'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0449'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 QQ0449'IN GOOD CONDITION AS DESCRIBED.
 QQ0449'
 QQ0449'ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2210 ***********************************************************************
 PU2210  DESIGNATION -  CREST
 PU2210  PID         -  PU2210
 PU2210  STATE/COUNTY-  SD/PENNINGTON
 PU2210  COUNTRY     -  US
 PU2210  USGS QUAD   -  OWANKA SW (2017)
 PU2210
 PU2210                         *CURRENT SURVEY CONTROL
 PU2210  ______________________________________________________________________
 PU2210* NAD 83(1996) POSITION- 44 05 46.19156(N) 102 44 27.65793(W)   ADJUSTED
 PU2210* NAVD 88 ORTHO HEIGHT -   887.91  (+/-2cm)     2913.1   (feet) VERTCON3
 PU2210  ______________________________________________________________________
 PU2210  GEOID HEIGHT    -        -17.761 (meters)                     GEOID18
 PU2210  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 PU2210  HORZ ORDER      -  THIRD
 PU2210  VERT ORDER      -  THIRD ? (See Below)
 PU2210
 PU2210.The horizontal coordinates were established by classical geodetic methods
 PU2210.and adjusted by the National Geodetic Survey in January 1998.
 PU2210
 PU2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2210
 PU2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2210.GEOID18 height accuracy estimate available here.
 PU2210
 PU2210.The vertical order pertains to the NGVD 29 superseded value.
 PU2210
 PU2210.Click photographs - Photos may exist for this station.
 PU2210
 PU2210.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2210
 PU2210. The following values were computed from the NAD 83(1996) position.
 PU2210
 PU2210;                    North         East     Units Scale Factor Converg.
 PU2210;SPC SD S     -   198,633.505   407,239.370   MT  0.99994161   -1 39 39.4
 PU2210;SPC SD S     -   651,683.42  1,336,084.50   sFT  0.99994161   -1 39 39.4
 PU2210;UTM  13      - 4,885,034.816   680,820.795   MT  1.00000214   +1 34 20.5
 PU2210
 PU2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2210!SPC SD S     -   0.99986358  x   0.99994161  =   0.99980519
 PU2210!UTM  13      -   0.99986358  x   1.00000214  =   0.99986572
 PU2210
 PU2210:                Primary Azimuth Mark                     Grid Az
 PU2210:SPC SD S     -  CREST AZ MK                              271 33 15.4
 PU2210:UTM  13      -  CREST AZ MK                              268 19 15.5
 PU2210
 PU2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ8082085034(NAD 83)
 PU2210
 PU2210|---------------------------------------------------------------------|
 PU2210| PID    Reference Object                     Distance      Geod. Az  |
 PU2210|                                                           dddmmss.s |
 PU2210| CP9091 CREST RM 1                           13.265 METERS 08604     |
 PU2210| CP9090 CREST AZ MK                                        2695336.0 |
 PU2210| CP9092 CREST RM 2                           11.689 METERS 27441     |
 PU2210|---------------------------------------------------------------------|
 PU2210
 PU2210                          SUPERSEDED SURVEY CONTROL
 PU2210
 PU2210  NAD 83(1993)-  44 05 46.18308(N)    102 44 27.65999(W) AD(       ) 3
 PU2210  NAD 83(1986)-  44 05 46.18123(N)    102 44 27.66325(W) AD(       ) 3
 PU2210  NAD 27      -  44 05 46.22800(N)    102 44 26.05900(W) AD(       ) 3
 PU2210  NGVD 29             887.44   (m)         2911.5    (f) LEVELING    3  
 PU2210
 PU2210.Superseded values are not recommended for survey control.
 PU2210
 PU2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2210.See file dsdata.pdf to determine how the superseded data were derived.
 PU2210
 PU2210_MARKER: DS = TRIANGULATION STATION DISK
 PU2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2210_STAMPING: CREST 1951
 PU2210_MARK LOGO: CGS
 PU2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2210+STABILITY: SURFACE MOTION
 PU2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2210+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2010
 PU2210
 PU2210  HISTORY     - Date     Condition        Report By
 PU2210  HISTORY     - 1951     MONUMENTED       CGS
 PU2210  HISTORY     - 20100501 GOOD             INDIV
 PU2210
 PU2210                          STATION DESCRIPTION
 PU2210
 PU2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2210'THE STATION IS ABOUT 4-3/4 MILES EAST OF NEW UNDERWOOD, 7-1/2
 PU2210'MILES WEST OF WICKESVILLE AND ON THE RIGHT-OF-WAY OF U.S.
 PU2210'HIGHWAY NO. 14 AND 16.
 PU2210'
 PU2210'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 PU2210'U.S. HIGHWAY NO. 14 AND 16 IN NEW UNDERWOOD, GO WEST AND
 PU2210'NORTHWEST ON U.S. HIGHWAY NO. 14 AND 16 FOR 4.5 MILES TO THE
 PU2210'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON THE
 PU2210'HIGHWAY FOR 0.3 MILE TO THE STATION MARK ON THE RIGHT AS
 PU2210'DESCRIBED.
 PU2210'
 PU2210'THE STATION MARK IS 52 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 PU2210'8 FEET WEST OF A WITNESS POST AND 4 FEET SOUTH OF A WIRE FENCE.
 PU2210'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CREST 1951.
 PU2210'
 PU2210'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE HIGHWAY, 18 FEET
 PU2210'WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE.  THE MARK
 PU2210'PROJECTS 4 INCHES AND THE DISK IS STAMPED CREST NO 1 1951.
 PU2210'
 PU2210'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE HIGHWAY, 18 FEET
 PU2210'WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF THE WIRE FENCE.
 PU2210'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CREST NO
 PU2210'2 1951.
 PU2210'
 PU2210'THE AZIMUTH MARK IS 55 FEET SOUTH OF THE HIGHWAY, 4 FEET SOUTH OF
 PU2210'THE WIRE FENCE AND 4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 PU2210'PROJECTS 4 INCHES AND THE DISK IS STAMPED CREST 1951.
 PU2210'
 PU2210'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2210'CYLINDERS.
 PU2210
 PU2210                          STATION RECOVERY (2010)
 PU2210
 PU2210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 PU2210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0493 ***********************************************************************
 OS0493  DESIGNATION -  CREW
 OS0493  PID         -  OS0493
 OS0493  STATE/COUNTY-  SD/JACKSON
 OS0493  COUNTRY     -  US
 OS0493  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0493
 OS0493                         *CURRENT SURVEY CONTROL
 OS0493  ______________________________________________________________________
 OS0493* NAD 83(1996) POSITION- 43 49 26.25547(N) 101 56 10.68454(W)   ADJUSTED
 OS0493* NAVD 88 ORTHO HEIGHT -   799.870 (meters)     2624.24  (feet) ADJUSTED
 OS0493  ______________________________________________________________________
 OS0493  GEOID HEIGHT    -        -20.048 (meters)                     GEOID18
 OS0493  LAPLACE CORR    -         -8.89  (seconds)                    DEFLEC18
 OS0493  DYNAMIC HEIGHT  -        799.614 (meters)     2623.40  (feet) COMP
 OS0493  MODELED GRAVITY -    980,271.5   (mgal)                       NAVD 88
 OS0493
 OS0493  HORZ ORDER      -  SECOND
 OS0493  VERT ORDER      -  SECOND    CLASS 0
 OS0493
 OS0493.The horizontal coordinates were established by classical geodetic methods
 OS0493.and adjusted by the National Geodetic Survey in January 1998.
 OS0493
 OS0493.The orthometric height was determined by differential leveling and
 OS0493.adjusted by the NATIONAL GEODETIC SURVEY
 OS0493.in June 1991.
 OS0493
 OS0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0493.GEOID18 height accuracy estimate available here.
 OS0493
 OS0493.Click photographs - Photos may exist for this station.
 OS0493
 OS0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0493
 OS0493.The dynamic height is computed by dividing the NAVD 88
 OS0493.geopotential number by the normal gravity value computed on the
 OS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0493.degrees latitude (g = 980.6199 gals.).
 OS0493
 OS0493.The modeled gravity was interpolated from observed gravity values.
 OS0493
 OS0493. The following values were computed from the NAD 83(1996) position.
 OS0493
 OS0493;                    North         East     Units Scale Factor Converg.
 OS0493;SPC SD S     -   166,840.758   471,071.698   MT  0.99991329   -1 06 20.9
 OS0493;SPC SD S     -   547,376.72  1,545,507.73   sFT  0.99991329   -1 06 20.9
 OS0493;UTM  14      - 4,856,512.078   263,885.323   MT  1.00028576   -2 02 03.0
 OS0493;UTM  13      - 4,856,883.856   746,359.401   MT  1.00034657   +2 07 21.0
 OS0493
 OS0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0493!SPC SD S     -   0.99987773  x   0.99991329  =   0.99979103
 OS0493!UTM  14      -   0.99987773  x   1.00028576  =   1.00016346
 OS0493!UTM  13      -   0.99987773  x   1.00034657  =   1.00022426
 OS0493
 OS0493:                Primary Azimuth Mark                     Grid Az
 OS0493:SPC SD S     -  FLAT                                     028 52 46.4
 OS0493:UTM  14      -  FLAT                                     029 48 28.5
 OS0493:UTM  13      -  FLAT                                     025 39 04.5
 OS0493
 OS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6388556512(NAD 83)
 OS0493
 OS0493|---------------------------------------------------------------------|
 OS0493| PID    Reference Object                     Distance      Geod. Az  |
 OS0493|                                                           dddmmss.s |
 OS0493| OS0494 CREW RM 1                            15.730 METERS 02532     |
 OS0493| OS0794 FLAT                                APPROX. 7.7 KM 0274625.5 |
 OS0493| OS0492 CREW RM 2                             7.682 METERS 13203     |
 OS0493|---------------------------------------------------------------------|
 OS0493
 OS0493                          SUPERSEDED SURVEY CONTROL
 OS0493
 OS0493  NAD 83(1995)-  43 49 26.24775(N)    101 56 10.68686(W) AD(       ) 2
 OS0493  NAD 83(1986)-  43 49 26.24806(N)    101 56 10.68697(W) AD(       ) 2
 OS0493  NAD 27      -  43 49 26.27720(N)    101 56 09.14780(W) AD(       ) 2
 OS0493  NGVD 29 (??/??/92)  799.418  (m)         2622.76   (f) ADJ UNCH    2 0
 OS0493  NGVD 29             799.42   (m)         2622.8    (f) LEVELING    3  
 OS0493
 OS0493.Superseded values are not recommended for survey control.
 OS0493
 OS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0493.See file dsdata.pdf to determine how the superseded data were derived.
 OS0493
 OS0493_MARKER: DR = REFERENCE MARK DISK
 OS0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0493_STAMPING: CREW 1961
 OS0493_MARK LOGO: CGS
 OS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0493+STABILITY: SURFACE MOTION
 OS0493
 OS0493  HISTORY     - Date     Condition        Report By
 OS0493  HISTORY     - 1961     MONUMENTED       CGS
 OS0493  HISTORY     - 1962     GOOD             CGS
 OS0493
 OS0493                          STATION DESCRIPTION
 OS0493
 OS0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0493'LOCATED, AIRLINE, ABOUT 10-1/4 MILES SOUTH-SOUTHEAST OF COTTONWOOD,
 OS0493'5-1/4 MILES NORTH OF CEDAR PASS, AND 2-1/2 MILES SOUTHWEST OF
 OS0493'CACTUS FLAT, ON OR CLOSE TO THE LINE BETWEEN SECTION 2, T 3 S,
 OS0493'AND SECTION 35, T2S, R18E, ON THE POINT OF A LOW BLUFF WHICH
 OS0493'DROPS OFF ABOUT 20 FEET TO THE SOUTHWEST AND SOUTH AND SLOPES
 OS0493'GRADUALLY TO THE EAST IN PASTURE LAND.
 OS0493'
 OS0493'TO REACH FROM THE STORE AND SERVICE STATION IN CACTUS FLAT GO
 OS0493'WEST ON U.S. HIGHWAY 16A ABOUT 300 FEET TO A FORK, RIGHT, ON A
 OS0493'CURVE TO THE SOUTH.  TAKE THE RIGHT FORK AND CONTINUE WEST 0.2
 OS0493'MILE TO A CROSS ROAD.  PROCEED WEST THEN SOUTH ON GRAVEL ROAD
 OS0493'2.6 MILES TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE THEN GO
 OS0493'SOUTHEAST 0.3 MILE TO THE HIGHEST POINT AND THE STATION.
 OS0493'
 OS0493'THE STATION MARK, A STANDARD DISK STAMPED CREW 1961 SET IN THE
 OS0493'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 2 INCHES
 OS0493'ABOVE GROUND, IS 6 FEET EAST OF THE TOP EDGE OF THE BLUFF.
 OS0493'
 OS0493'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CREW NO 1 1961
 OS0493'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 OS0493'1 INCH ABOVE GROUND, IS ABOUT 10 FEET EAST OF THE TOP EDGE OF THE
 OS0493'BLUFF AND 18 INCHES LOWER THAN THE STATION.
 OS0493'
 OS0493'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CREW NO 2
 OS0493'1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 OS0493'PROJECTING 2 INCHES ABOVE GROUND, IS ABOUT 8 FEET NORTHEAST OF THE
 OS0493'TOP EDGE OF THE BLUFF AND ABOUT 2 FEET LOWER THAN THE STATION.
 OS0493'
 OS0493'THE POINT OF THE BLUFF ON WHICH THE STATION IS LOCATED FORMS A
 OS0493'NATURAL PICTURE POINT.
 OS0493
 OS0493                          STATION RECOVERY (1962)
 OS0493
 OS0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0493'6.6 MI N FROM CEDAR PASS.
 OS0493'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0493'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 4.8
 OS0493'MILES NORTH ALONG A GRAVELED ROAD TO A WIRE GATE ON THE EAST
 OS0493'SIDE OF THE ROAD, THENCE 0.2 MILE EAST ACROSS COUNTRY TO THE WEST
 OS0493'EDGE OF THE CREST OF A HILL, 25.2 FEET NORTHWEST OF CREW NO 2,
 OS0493'51.6 FEET SOUTH-SOUTHWEST OF CREW NO 1, 8 FEET EAST OF THE WEST
 OS0493'EDGE OF HILL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0493'1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0494 ***********************************************************************
 OS0494  DESIGNATION -  CREW RM 1
 OS0494  PID         -  OS0494
 OS0494  STATE/COUNTY-  SD/JACKSON
 OS0494  COUNTRY     -  US
 OS0494  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0494
 OS0494                         *CURRENT SURVEY CONTROL
 OS0494  ______________________________________________________________________
 OS0494* NAD 83(1986) POSITION- 43 49 26.72   (N) 101 56 10.38   (W)   HD_HELD1
 OS0494* NAVD 88 ORTHO HEIGHT -   799.343 (meters)     2622.51  (feet) ADJUSTED
 OS0494  ______________________________________________________________________
 OS0494  GEOID HEIGHT    -        -20.048 (meters)                     GEOID18
 OS0494  DYNAMIC HEIGHT  -        799.086 (meters)     2621.67  (feet) COMP
 OS0494  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 OS0494
 OS0494  VERT ORDER      -  SECOND    CLASS 0
 OS0494
 OS0494.The horizontal coordinates were determined by differentially corrected
 OS0494.hand held GPS observations or other comparable positioning techniques
 OS0494.and have an estimated accuracy of +/- 3 meters.
 OS0494
 OS0494.The orthometric height was determined by differential leveling and
 OS0494.adjusted by the NATIONAL GEODETIC SURVEY
 OS0494.in June 1991.
 OS0494
 OS0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0494.GEOID18 height accuracy estimate available here.
 OS0494
 OS0494.Click photographs - Photos may exist for this station.
 OS0494
 OS0494.The dynamic height is computed by dividing the NAVD 88
 OS0494.geopotential number by the normal gravity value computed on the
 OS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0494.degrees latitude (g = 980.6199 gals.).
 OS0494
 OS0494.The modeled gravity was interpolated from observed gravity values.
 OS0494
 OS0494;                    North         East    Units  Estimated Accuracy
 OS0494;SPC SD S     -   166,855.0     471,078.8     MT  (+/- 3 meters HH1 GPS) 
 OS0494
 OS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6389256526(NAD 83)
 OS0494
 OS0494                          SUPERSEDED SURVEY CONTROL
 OS0494
 OS0494  NGVD 29 (??/??/92)  798.890  (m)         2621.02   (f) ADJ UNCH    2 0
 OS0494
 OS0494.Superseded values are not recommended for survey control.
 OS0494
 OS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0494.See file dsdata.pdf to determine how the superseded data were derived.
 OS0494
 OS0494_MARKER: DR = REFERENCE MARK DISK
 OS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0494_STAMPING: CREW NO 1 1961
 OS0494_MARK LOGO: CGS
 OS0494_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0494+STABILITY: SURFACE MOTION
 OS0494
 OS0494  HISTORY     - Date     Condition        Report By
 OS0494  HISTORY     - 1961     MONUMENTED       CGS
 OS0494  HISTORY     - 1962     GOOD             CGS
 OS0494
 OS0494                          STATION DESCRIPTION
 OS0494
 OS0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0494'6.6 MI N FROM CEDAR PASS.
 OS0494'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0494'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 4.8
 OS0494'MILES NORTH ALONG A GRAVELED ROAD TO A WIRE GATE ON THE EAST
 OS0494'SIDE OF THE ROAD, THENCE 0.2 MILE EAST ACROSS COUNTRY TO THE
 OS0494'WEST EDGE OF A HILL, 51.6 FEET NORTH-NORTHEAST OF CREW 1961
 OS0494'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0494'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0492 ***********************************************************************
 OS0492  DESIGNATION -  CREW RM 2
 OS0492  PID         -  OS0492
 OS0492  STATE/COUNTY-  SD/JACKSON
 OS0492  COUNTRY     -  US
 OS0492  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0492
 OS0492                         *CURRENT SURVEY CONTROL
 OS0492  ______________________________________________________________________
 OS0492* NAD 83(1986) POSITION- 43 49 26.09   (N) 101 56 10.43   (W)   HD_HELD1
 OS0492* NAVD 88 ORTHO HEIGHT -   799.225 (meters)     2622.12  (feet) ADJUSTED
 OS0492  ______________________________________________________________________
 OS0492  GEOID HEIGHT    -        -20.048 (meters)                     GEOID18
 OS0492  DYNAMIC HEIGHT  -        798.969 (meters)     2621.28  (feet) COMP
 OS0492  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 OS0492
 OS0492  VERT ORDER      -  SECOND    CLASS 0
 OS0492
 OS0492.The horizontal coordinates were determined by differentially corrected
 OS0492.hand held GPS observations or other comparable positioning techniques
 OS0492.and have an estimated accuracy of +/- 3 meters.
 OS0492
 OS0492.The orthometric height was determined by differential leveling and
 OS0492.adjusted by the NATIONAL GEODETIC SURVEY
 OS0492.in June 1991.
 OS0492
 OS0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0492.GEOID18 height accuracy estimate available here.
 OS0492
 OS0492.Click photographs - Photos may exist for this station.
 OS0492
 OS0492.The dynamic height is computed by dividing the NAVD 88
 OS0492.geopotential number by the normal gravity value computed on the
 OS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0492.degrees latitude (g = 980.6199 gals.).
 OS0492
 OS0492.The modeled gravity was interpolated from observed gravity values.
 OS0492
 OS0492;                    North         East    Units  Estimated Accuracy
 OS0492;SPC SD S     -   166,835.5     471,077.3     MT  (+/- 3 meters HH1 GPS) 
 OS0492
 OS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6389056506(NAD 83)
 OS0492
 OS0492                          SUPERSEDED SURVEY CONTROL
 OS0492
 OS0492  NGVD 29 (??/??/92)  798.773  (m)         2620.64   (f) ADJ UNCH    2 0
 OS0492
 OS0492.Superseded values are not recommended for survey control.
 OS0492
 OS0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0492.See file dsdata.pdf to determine how the superseded data were derived.
 OS0492
 OS0492_MARKER: DR = REFERENCE MARK DISK
 OS0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0492_STAMPING: CREW NO 2 1961
 OS0492_MARK LOGO: CGS
 OS0492_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0492+STABILITY: SURFACE MOTION
 OS0492
 OS0492  HISTORY     - Date     Condition        Report By
 OS0492  HISTORY     - 1961     MONUMENTED       CGS
 OS0492  HISTORY     - 1962     GOOD             CGS
 OS0492
 OS0492                          STATION DESCRIPTION
 OS0492
 OS0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0492'6.6 MI N FROM CEDAR PASS.
 OS0492'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0492'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 4.8
 OS0492'MILES NORTH ALONG A GRAVELED ROAD TO A WIRE GATE ON THE EAST
 OS0492'SIDE OF THE ROAD, THENCE 0.2 MILE EAST ACROSS COUNTRY TO THE
 OS0492'WEST EDGE OF A HILL, 25.2 FEET SOUTHEAST OF CREW 1961
 OS0492'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0492'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0446 ***********************************************************************
 QQ0446  DESIGNATION -  CROCKER
 QQ0446  PID         -  QQ0446
 QQ0446  STATE/COUNTY-  SD/CLARK
 QQ0446  COUNTRY     -  US
 QQ0446  USGS QUAD   -  LONE TREE LAKE (2017)
 QQ0446
 QQ0446                         *CURRENT SURVEY CONTROL
 QQ0446  ______________________________________________________________________
 QQ0446* NAD 83(1996) POSITION- 45 08 16.39582(N) 097 48 00.47098(W)   ADJUSTED
 QQ0446* NAVD 88 ORTHO HEIGHT -   567.    (meters)     1860.    (feet) SCALED
 QQ0446  ______________________________________________________________________
 QQ0446  GEOID HEIGHT    -        -24.658 (meters)                     GEOID18
 QQ0446  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 QQ0446  HORZ ORDER      -  FIRST
 QQ0446
 QQ0446.The horizontal coordinates were established by classical geodetic methods
 QQ0446.and adjusted by the National Geodetic Survey in January 1998.
 QQ0446
 QQ0446.The orthometric height was scaled from a topographic map.
 QQ0446
 QQ0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0446.GEOID18 height accuracy estimate available here.
 QQ0446
 QQ0446.Click photographs - Photos may exist for this station.
 QQ0446
 QQ0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0446
 QQ0446. The following values were computed from the NAD 83(1996) position.
 QQ0446
 QQ0446;                    North         East     Units Scale Factor Converg.
 QQ0446;SPC SD N     -   147,316.338   773,004.557   MT  0.99994025   +1 33 25.0
 QQ0446;SPC SD N     -   483,320.35  2,536,099.12   sFT  0.99994025   +1 33 25.0
 QQ0446;UTM  14      - 4,998,968.395   594,340.924   MT  0.99970943   +0 51 01.9
 QQ0446
 QQ0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0446!SPC SD N     -   0.99991493  x   0.99994025  =   0.99985518
 QQ0446!UTM  14      -   0.99991493  x   0.99970943  =   0.99962438
 QQ0446
 QQ0446:                Primary Azimuth Mark                     Grid Az
 QQ0446:SPC SD N     -  CROCKER AZ MK 2                          090 48 47.3
 QQ0446:UTM  14      -  CROCKER AZ MK 2                          091 31 10.4
 QQ0446
 QQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9434098968(NAD 83)
 QQ0446
 QQ0446|---------------------------------------------------------------------|
 QQ0446| PID    Reference Object                     Distance      Geod. Az  |
 QQ0446|                                                           dddmmss.s |
 QQ0446| CO5494 CROCKER RM 1                         19.707 METERS 00444     |
 QQ0446| CO5492 CROCKER AZ MK                                      0913352.3 |
 QQ0446| CO5493 CROCKER AZ MK 2                                    0922212.3 |
 QQ0446| CO5495 CROCKER RM 2                         22.494 METERS 25614     |
 QQ0446| CO5496 CROCKER RM 3                          7.428 METERS 27521     |
 QQ0446|---------------------------------------------------------------------|
 QQ0446
 QQ0446                          SUPERSEDED SURVEY CONTROL
 QQ0446
 QQ0446  NAD 83(1986)-  45 08 16.39777(N)    097 48 00.45550(W) AD(       ) 1
 QQ0446  NAD 27      -  45 08 16.55161(N)    097 47 59.13691(W) AD(       ) 1
 QQ0446
 QQ0446.Superseded values are not recommended for survey control.
 QQ0446
 QQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0446.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0446
 QQ0446_MARKER: DS = TRIANGULATION STATION DISK
 QQ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0446_STAMPING: CROCKER 1952
 QQ0446_MARK LOGO: CGS
 QQ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0446+STABILITY: SURFACE MOTION
 QQ0446
 QQ0446  HISTORY     - Date     Condition        Report By
 QQ0446  HISTORY     - 1952     MONUMENTED       CGS
 QQ0446  HISTORY     - 1966     GOOD             CGS
 QQ0446  HISTORY     - 1970     GOOD             USAF
 QQ0446  HISTORY     - 1971     GOOD             LOCENG
 QQ0446
 QQ0446                          STATION DESCRIPTION
 QQ0446
 QQ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0446'THE STATION IS ABOUT 2-1/2 MILES NORTH AND 1/2 MILE WEST OF
 QQ0446'CROCKER, ABOUT 1 MILE SOUTH OF THE CLARK-DAY COUNTY LINE, NEAR
 QQ0446'THE SOUTHWEST CORNER OF SEC. 3, T 119 N, R 58 W.  IT IS 62 FEET
 QQ0446'NORTHEAST OF THE CENTER OF A T-INTERSECTION, 23 FEET NORTH OF A
 QQ0446'FENCE CORNER AND 4 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS
 QQ0446'POST.
 QQ0446'
 QQ0446'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER, GO NORTH
 QQ0446'FOR 0.15 MILE TO A CROSSROADS AND STATE HIGHWAY 20, TURN LEFT
 QQ0446'AND GO WEST ON HIGHWAY 20 FOR 0.75 MILE TO A T-JUNCTION, TURN
 QQ0446'RIGHT AND GO NORTH 2.2 MILES TO THE STATION.
 QQ0446'
 QQ0446'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.35 MILE
 QQ0446'TO THE MARK ON THE RIGHT.
 QQ0446'
 QQ0446'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0446'CROCKER 1952.
 QQ0446'
 QQ0446'REFERENCE MARK 1 IS 87 FEET NORTH OF THE FENCE CORNER AND 1 FOOT
 QQ0446'WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QQ0446'STAMPED CROCKER NO 1 1952.
 QQ0446'
 QQ0446'REFERENCE MARK 2 IS 77 FEET WEST OF THE FENCE CORNER AND 59
 QQ0446'FEET NORTHWEST OF THE CENTER OF THE T-INTERSECTION.  THE MARK
 QQ0446'PROJECTS 6 INCHES AND THE DISK IS STAMPED CROCKER NO 2 1952.
 QQ0446'
 QQ0446'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF THE ROAD,
 QQ0446'3 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT NORTH
 QQ0446'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0446'CROCKER 1952.
 QQ0446'
 QQ0446'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QQ0446
 QQ0446                          STATION RECOVERY (1966)
 QQ0446
 QQ0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QQ0446'THE STATION MARK, REFERENCE MARK NO. 1, WERE RECOVERED AND FOUND
 QQ0446'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND ON
 QQ0446'THE TOP OF A LARGE MOUND OF DIRT.  THE MARK SEEMED TO BE IN GOOD
 QQ0446'CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD
 QQ0446'CONSTRUCTION.
 QQ0446'
 QQ0446'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.
 QQ0446'
 QQ0446'FOLLOWING IS A NEW DESCRIPTION.
 QQ0446'
 QQ0446'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER, GO NORTH
 QQ0446'FOR 0.2 MILE TO STATE HIGHWAY 20.  TURN LEFT AND GO WEST ON STATE
 QQ0446'HIGHWAY 20 FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 QQ0446'AND GO NORTH ON A DIRT AND GRAVELED ROAD FOR 2.05 MILES TO A
 QQ0446'T-INTERSECTION AND THE STATION ON THE NORTH SIDE OF AN EAST-WEST
 QQ0446'ROAD.
 QQ0446'
 QQ0446'STATION MARK, A STANDARD DISK STAMPED CROCKER 1952, IS SET IN
 QQ0446'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 QQ0446'62 FEET NORTH-NORTHEAST OF THE CENTER OF THE T-INTERSECTION, 54
 QQ0446'FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 6 FEET
 QQ0446'WEST OF A NORTH-SOUTH FENCE, AND 1 FOOT WEST OF A METAL WITNESS
 QQ0446'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 QQ0446'
 QQ0446'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROCKER NO. 1 1952,
 QQ0446'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 QQ0446'INCHES.  IT IS 64.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 QQ0446'WEST OF THE NORTH-SOUTH FENCE.
 QQ0446'
 QQ0446'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CROCKER NO. 3 1952,
 QQ0446'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 QQ0446'THE SURFACE OF THE GROUND.  IT IS 57 FEET NORTH OF THE CENTER
 QQ0446'OF THE EAST-WEST GRAVELED ROAD AND 30 FEET WEST OF THE NORTH-SOUTH
 QQ0446'FENCE.
 QQ0446'
 QQ0446'AZIMUTH MARK, A STANDARD DISK STAMPED CROCKER 1952 AZ.2 1966, IS
 QQ0446'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 QQ0446'IS 50 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD,
 QQ0446'2.5 FEET WEST OF A POWERLINE POLE, AND 2 FEET EAST OF A METAL
 QQ0446'WITNESS POST.
 QQ0446'
 QQ0446'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 QQ0446'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 QQ0446'
 QQ0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0446'2-1/2 MILES NORTH OF CROCKER.
 QQ0446
 QQ0446                          STATION RECOVERY (1970)
 QQ0446
 QQ0446'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0446'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 QQ0446'IN GOOD CONDITION AS DESCRIBED.
 QQ0446'
 QQ0446'ROUTE DESCRIPTION WAS ADEQUATE.
 QQ0446
 QQ0446                          STATION RECOVERY (1971)
 QQ0446
 QQ0446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 QQ0446'RECOVERED BY SCHMIDT CORP.
 QQ0446'
 QQ0446'VERY GOOD.
 QQ0446'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0492 ***********************************************************************
 QT0492  DESIGNATION -  CROOK
 QT0492  PID         -  QT0492
 QT0492  STATE/COUNTY-  SD/HARDING
 QT0492  COUNTRY     -  US
 QT0492  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 QT0492
 QT0492                         *CURRENT SURVEY CONTROL
 QT0492  ______________________________________________________________________
 QT0492* NAD 83(1996) POSITION- 45 56 10.78207(N) 103 22 35.67705(W)   ADJUSTED
 QT0492* NAVD 88 ORTHO HEIGHT -   899.748 (meters)     2951.92  (feet) ADJUSTED
 QT0492  ______________________________________________________________________
 QT0492  GEOID HEIGHT    -        -15.875 (meters)                     GEOID18
 QT0492  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 QT0492  DYNAMIC HEIGHT  -        899.655 (meters)     2951.62  (feet) COMP
 QT0492  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 QT0492
 QT0492  HORZ ORDER      -  THIRD
 QT0492  VERT ORDER      -  FIRST     CLASS II
 QT0492
 QT0492.The horizontal coordinates were established by classical geodetic methods
 QT0492.and adjusted by the National Geodetic Survey in January 1998.
 QT0492
 QT0492.The orthometric height was determined by differential leveling and
 QT0492.adjusted by the NATIONAL GEODETIC SURVEY
 QT0492.in April 2000.
 QT0492
 QT0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0492.GEOID18 height accuracy estimate available here.
 QT0492
 QT0492.Click photographs - Photos may exist for this station.
 QT0492
 QT0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0492
 QT0492.The dynamic height is computed by dividing the NAVD 88
 QT0492.geopotential number by the normal gravity value computed on the
 QT0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0492.degrees latitude (g = 980.6199 gals.).
 QT0492
 QT0492.The modeled gravity was interpolated from observed gravity values.
 QT0492
 QT0492. The following values were computed from the NAD 83(1996) position.
 QT0492
 QT0492;                    North         East     Units Scale Factor Converg.
 QT0492;SPC SD N     -   239,165.095   338,199.908   MT  1.00005868   -2 23 23.0
 QT0492;SPC SD N     -   784,660.82  1,109,577.53   sFT  1.00005868   -2 23 23.0
 QT0492;UTM  13      - 5,088,254.484   625,848.987   MT  0.99979471   +1 10 00.1
 QT0492
 QT0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0492!SPC SD N     -   0.99986145  x   1.00005868  =   0.99992013
 QT0492!UTM  13      -   0.99986145  x   0.99979471  =   0.99965619
 QT0492
 QT0492:                Primary Azimuth Mark                     Grid Az
 QT0492:SPC SD N     -  CROOK AZ MK                              316 00 32.1
 QT0492:UTM  13      -  CROOK AZ MK                              312 27 09.0
 QT0492
 QT0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2584888254(NAD 83)
 QT0492
 QT0492|---------------------------------------------------------------------|
 QT0492| PID    Reference Object                     Distance      Geod. Az  |
 QT0492|                                                           dddmmss.s |
 QT0492| AI0434 CROOK RM 1                            9.325 METERS 15405     |
 QT0492| QT0236 D 19 RESET                                         3123857.7 |
 QT0492| CQ8162 CROOK AZ MK                                        3133709.1 |
 QT0492| AI0435 CROOK RM 2                            9.117 METERS 33353     |
 QT0492|---------------------------------------------------------------------|
 QT0492
 QT0492                          SUPERSEDED SURVEY CONTROL
 QT0492
 QT0492  NAD 83(1993)-  45 56 10.77063(N)    103 22 35.67359(W) AD(       ) 3
 QT0492  NAD 83(1986)-  45 56 10.76601(N)    103 22 35.67283(W) AD(       ) 3
 QT0492  NAD 27      -  45 56 10.76200(N)    103 22 34.01900(W) AD(       ) 3
 QT0492
 QT0492.Superseded values are not recommended for survey control.
 QT0492
 QT0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0492.See file dsdata.pdf to determine how the superseded data were derived.
 QT0492
 QT0492_MARKER: DS = TRIANGULATION STATION DISK
 QT0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0492_STAMPING: CROOK 1952
 QT0492_MARK LOGO: CGS
 QT0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0492+STABILITY: SURFACE MOTION
 QT0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0492+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0492
 QT0492  HISTORY     - Date     Condition        Report By
 QT0492  HISTORY     - 1952     MONUMENTED       CGS
 QT0492  HISTORY     - 1973     GOOD             NGS
 QT0492  HISTORY     - 1974     GOOD             USAF
 QT0492  HISTORY     - 19980928 GOOD             NGS
 QT0492
 QT0492                          STATION DESCRIPTION
 QT0492
 QT0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0492'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF LUDLOW, ABOUT
 QT0492'1/2 MILE SOUTH OF THE NORTH DAKOTA - SOUTH DAKOTA STATE LINE,
 QT0492'NEAR THE SOUTHEAST CORNER OF SECTION 21, T 23 N, R 6 E, ON
 QT0492'THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 85, 84 FEET EAST OF THE
 QT0492'CENTER OF THE HIGHWAY, 65 FEET NORTH OF THE CENTER OF A DIRT
 QT0492'ROAD, 53 FEET NORTHWEST OF A FENCE CORNER, AND 6 FEET SOUTHWEST
 QT0492'OF A 4 IN X 4 IN WITNESS POST AND A WIRE FENCE.
 QT0492'
 QT0492'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO NORTH
 QT0492'ON U.S. HIGHWAY NO. 85 FOR 7.25 MILES TO THE STATION ON THE
 QT0492'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 QT0492'NORTHWESTERLY ON HIGHWAY NO. 85 FOR 0.3 MILE TO THE MARK ON
 QT0492'THE LEFT.
 QT0492'
 QT0492'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0492'CROOK 1952.
 QT0492'
 QT0492'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF THE CENTER OF THE
 QT0492'DIRT ROAD, 22 FEET NORTHWEST OF THE FENCE CORNER, AND 5.5
 QT0492'FEET SOUTHWEST OF THE WIRE FENCE.  IT PROJECTS 6 INCHES, AND
 QT0492'THE DISK IS STAMPED CROOK NO 1 1952.
 QT0492'
 QT0492'REFERENCE MARK NO. 2 IS 84 FEET EAST OF THE CENTER OF HIGHWAY
 QT0492'NO. 85, AND 5.5 FEET WEST OF THE WIRE FENCE.  IT PROJECTS 10 INCHES,
 QT0492'AND THE DISK IS STAMPED CROOK NO 2 1952.
 QT0492'
 QT0492'THE AZIMUTH MARK IS 45 FEET SOUTHWEST OF THE CENTER OF THE
 QT0492'HIGHWAY, 1 FOOT WEST OF A 4 IN X 4 IN WITNESS POST, AND 6 INCHES
 QT0492'SOUTHWEST OF A WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE
 QT0492'DISK IS STAMPED CROOK 1952.
 QT0492
 QT0492                          STATION RECOVERY (1973)
 QT0492
 QT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QT0492'DISTANCE R.M. NO. 1 TO R.M. NO. 2 NOT MEASURED, MARKS NEARLY
 QT0492'ON LINE.
 QT0492'
 QT0492'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 QT0492'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE
 QT0492'OF 0.05 FOOT WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK
 QT0492'NO. 2, MEASURED MARK TO MARK THE DIFFERENCE WAS 0.01 FOOT.  DUE
 QT0492'TO HIGHWAY IMPROVEMENTS THE SOUTH DAKOTA STATE HIGHWAY
 QT0492'DEPARTMENT REQUESTED THAT THE AZIMUTH MARK BE MOVED.  A BENCH
 QT0492'MARK NEAR THE NORTH DAKOTA - SOUTH DAKOTA STATE LINE WAS
 QT0492'OBSERVED FOR USE AS AN AZIMUTH MARK, THE DISK WAS REMOVED FROM
 QT0492'THE ORIGINAL AZIMUTH MARK AT THIS TIME.
 QT0492'
 QT0492'A NEW DESCRIPTION FOLLOWS--
 QT0492'
 QT0492'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF LUDLOW AND
 QT0492'1 MILE SOUTH OF THE NORTH DAKOTA - SOUTH DAKOTA STATE LINE,
 QT0492'NEAR THE SOUTHEAST COR. OF SEC. 21, T 23 N, R 6 E, ON THE
 QT0492'HIGHEST PART OF A KNOLL IN THE NORTHEAST CORNER OF THE JUNCTION
 QT0492'OF U.S. HIGHWAY 85 AND A GRAVELED RANCH ROAD LEADING EAST,
 QT0492'APPROXIMATELY 370 FEET EAST OF THE CENTER OF NEW HIGHWAY 85,
 QT0492'AND 84 FEET EAST OF THE CENTER OF THE OLD HIGHWAY
 QT0492'
 QT0492'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO NORTH
 QT0492'ON U.S. HIGHWAY 85 FOR 6.5 MILES TO A GRAVELED RANCH ROAD ON
 QT0492'THE RIGHT AND THE STATION AS DESCRIBED.  THIS IS 18 MILES
 QT0492'SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 12 AND 85 IN BOWMAN,
 QT0492'NORTH DAKOTA.
 QT0492'
 QT0492'THE STATION MARK IS A STANDARD DISK STAMPED CROOK 1952, SET
 QT0492'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 QT0492'ABOUT 370 FEET EAST OF THE CENTER OF NEW HIGHWAY 85, AND 5.4
 QT0492'FEET WEST OF A FENCE AND METAL WITNESS POST, THE PRESENT DISTANCE
 QT0492'NORTH OF THE RANCH ROAD IS 65 FEET BUT THIS MAY BE CHANGED
 QT0492'TO FURTHER SOUTH UPON COMPLETION OF THE NEW HIGHWAY.
 QT0492'
 QT0492'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED STAMPED CROOK NO 1
 QT0492'1952 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 QT0492'IT IS 31 FEET SOUTH OF THE METAL WITNESS POST, AND 41 FEET
 QT0492'NORTH OF THE PRESENT RANCH ROAD.
 QT0492'
 QT0492'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CROOK NO 2
 QT0492'1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 QT0492'IT IS 31 FEET NORTH OF THE METAL WITNESS POST.
 QT0492'
 QT0492'BENCH MARK D 19 RESET 1966 IS A STANDARD BENCH MARK DISK SET
 QT0492'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QT0492'IT IS 101 FEET EAST OF THE CENTER OF U.S. HIGHWAY 85, 51 FEET
 QT0492'SOUTHEAST OF THE EAST LEG OF THE SIGN, WELCOME TO NORTH
 QT0492'DAKOTA, ROUGHRIDER COUNTRY, 1.5 FEET SOUTH OF A METAL WITNESS
 QT0492'POST AND 1 FOOT WEST OF A FENCE.
 QT0492'
 QT0492'TO REACH THE AZIMUTH MARK (BENCH MARK D 19 RESET 1966) FROM
 QT0492'THE STATION GO NORTH ON HIGHWAY 85 FOR 1.0 MILE THE THE NORTH
 QT0492'DAKOTA - SOUTH DAKOTA STATE LINE AND THE MARK ON THE RIGHT AS
 QT0492'DESCRIBED.
 QT0492'
 QT0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 QT0492'N OF LUDLOW
 QT0492
 QT0492                          STATION RECOVERY (1974)
 QT0492
 QT0492'RECOVERY NOTE BY US AIR FORCE 1974
 QT0492'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 QT0492'IN GOOD CONDITION.  THE 1972 ROUTE DESCRIPTION IS ADEQUATE.
 QT0492
 QT0492                          STATION RECOVERY (1998)
 QT0492
 QT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0492'11.3 KM (7.00 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 QT0492'IN LUDLOW, 138.6 M (454.7 FT) SOUTHEAST OF MILEPOST 154, 116.1 M
 QT0492'(380.9 FT) EAST OF THE HIGHWAY CENTERLINE, 50.0 M (164.0 FT) NORTH OF
 QT0492'THE CENTER OF A TRACK ROAD, 14.6 M (47.9 FT) NORTH OF A FENCE, 9.3 M
 QT0492'(30.5 FT) NORTHWEST OF REFERENCE MARK 1, 9.0 M (29.5 FT) SOUTHEAST OF
 QT0492'REFERENCE MARK 2, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.2 M
 QT0492'(3.9 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QT0492'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 QT0492'BY LEROY ABRAHAMSON, RT 1, BOX 114, BOWMAN, ND 58623.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0434 ***********************************************************************
 AI0434  DESIGNATION -  CROOK RM 1
 AI0434  PID         -  AI0434
 AI0434  STATE/COUNTY-  SD/HARDING
 AI0434  COUNTRY     -  US
 AI0434  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 AI0434
 AI0434                         *CURRENT SURVEY CONTROL
 AI0434  ______________________________________________________________________
 AI0434* NAD 83(1986) POSITION- 45 56 10.51   (N) 103 22 35.49   (W)   HD_HELD1
 AI0434* NAVD 88 ORTHO HEIGHT -   899.368 (meters)     2950.68  (feet) ADJUSTED
 AI0434  ______________________________________________________________________
 AI0434  GEOID HEIGHT    -        -15.875 (meters)                     GEOID18
 AI0434  DYNAMIC HEIGHT  -        899.275 (meters)     2950.37  (feet) COMP
 AI0434  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 AI0434
 AI0434  VERT ORDER      -  FIRST     CLASS II
 AI0434
 AI0434.The horizontal coordinates were determined by differentially corrected
 AI0434.hand held GPS observations or other comparable positioning techniques
 AI0434.and have an estimated accuracy of +/- 3 meters.
 AI0434
 AI0434.The orthometric height was determined by differential leveling and
 AI0434.adjusted by the NATIONAL GEODETIC SURVEY
 AI0434.in April 2000.
 AI0434
 AI0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0434.GEOID18 height accuracy estimate available here.
 AI0434
 AI0434.Click photographs - Photos may exist for this station.
 AI0434
 AI0434.The dynamic height is computed by dividing the NAVD 88
 AI0434.geopotential number by the normal gravity value computed on the
 AI0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0434.degrees latitude (g = 980.6199 gals.).
 AI0434
 AI0434.The modeled gravity was interpolated from observed gravity values.
 AI0434
 AI0434;                    North         East    Units  Estimated Accuracy
 AI0434;SPC SD N     -   239,156.5     338,203.6     MT  (+/- 3 meters HH1 GPS) 
 AI0434
 AI0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2585388246(NAD 83)
 AI0434
 AI0434                          SUPERSEDED SURVEY CONTROL
 AI0434
 AI0434.No superseded survey control is available for this station.
 AI0434
 AI0434_MARKER: DR = REFERENCE MARK DISK
 AI0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0434_STAMPING: CROOK NO 1 1952
 AI0434_MARK LOGO: CGS
 AI0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0434+STABILITY: SURFACE MOTION
 AI0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0434+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0434
 AI0434  HISTORY     - Date     Condition        Report By
 AI0434  HISTORY     - 1952     MONUMENTED       CGS
 AI0434  HISTORY     - 19980928 GOOD             NGS
 AI0434
 AI0434                          STATION DESCRIPTION
 AI0434
 AI0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0434'11.3 KM (7.00 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0434'IN LUDLOW, 147.6 M (484.3 FT) SOUTHEAST OF MILEPOST 154, 119.4 M
 AI0434'(391.7 FT) EAST OF THE HIGHWAY CENTERLINE, 41.1 M (134.8 FT) NORTH OF
 AI0434'THE CENTER OF A TRACK ROAD, 10.2 M (33.5 FT) SOUTH OF A WITNESS POST,
 AI0434'9.3 M (30.5 FT) SOUTHEAST OF THE STATION MARK, 5.7 M (18.7 FT) NORTH
 AI0434'OF A FENCE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 AI0434'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AI0434'MONUMENT IS ON PROPERTY OWNED BY LEROY ABRAHAMSON, RT 1, BOX 114,
 AI0434'BOWMAN, ND 58623.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0435 ***********************************************************************
 AI0435  DESIGNATION -  CROOK RM 2
 AI0435  PID         -  AI0435
 AI0435  STATE/COUNTY-  SD/HARDING
 AI0435  COUNTRY     -  US
 AI0435  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 AI0435
 AI0435                         *CURRENT SURVEY CONTROL
 AI0435  ______________________________________________________________________
 AI0435* NAD 83(1986) POSITION- 45 56 11.05   (N) 103 22 35.86   (W)   HD_HELD1
 AI0435* NAVD 88 ORTHO HEIGHT -   899.337 (meters)     2950.57  (feet) ADJUSTED
 AI0435  ______________________________________________________________________
 AI0435  GEOID HEIGHT    -        -15.875 (meters)                     GEOID18
 AI0435  DYNAMIC HEIGHT  -        899.244 (meters)     2950.27  (feet) COMP
 AI0435  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 AI0435
 AI0435  VERT ORDER      -  FIRST     CLASS II
 AI0435
 AI0435.The horizontal coordinates were determined by differentially corrected
 AI0435.hand held GPS observations or other comparable positioning techniques
 AI0435.and have an estimated accuracy of +/- 3 meters.
 AI0435
 AI0435.The orthometric height was determined by differential leveling and
 AI0435.adjusted by the NATIONAL GEODETIC SURVEY
 AI0435.in April 2000.
 AI0435
 AI0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0435.GEOID18 height accuracy estimate available here.
 AI0435
 AI0435.Click photographs - Photos may exist for this station.
 AI0435
 AI0435.The dynamic height is computed by dividing the NAVD 88
 AI0435.geopotential number by the normal gravity value computed on the
 AI0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0435.degrees latitude (g = 980.6199 gals.).
 AI0435
 AI0435.The modeled gravity was interpolated from observed gravity values.
 AI0435
 AI0435;                    North         East    Units  Estimated Accuracy
 AI0435;SPC SD N     -   239,173.5     338,196.3     MT  (+/- 3 meters HH1 GPS) 
 AI0435
 AI0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2584488262(NAD 83)
 AI0435
 AI0435                          SUPERSEDED SURVEY CONTROL
 AI0435
 AI0435.No superseded survey control is available for this station.
 AI0435
 AI0435_MARKER: DR = REFERENCE MARK DISK
 AI0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0435_STAMPING: CROOK NO 2 1952
 AI0435_MARK LOGO: CGS
 AI0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0435+STABILITY: SURFACE MOTION
 AI0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0435+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0435
 AI0435  HISTORY     - Date     Condition        Report By
 AI0435  HISTORY     - 1952     MONUMENTED       CGS
 AI0435  HISTORY     - 19980928 GOOD             NGS
 AI0435
 AI0435                          STATION DESCRIPTION
 AI0435
 AI0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0435'11.3 KM (7.00 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0435'IN LUDLOW, 131.2 M (430.4 FT) SOUTHEAST OF MILEPOST 154, 112.5 M
 AI0435'(369.1 FT) EAST OF THE HIGHWAY CENTERLINE, 58.8 M (192.9 FT) NORTH OF
 AI0435'THE CENTER OF A TRACK ROAD, 23.4 M (76.8 FT) NORTH OF A FENCE, 9.0 M
 AI0435'(29.5 FT) NORTHWEST OF THE STATION MARK, 2.0 M (6.6 FT) ABOVE THE
 AI0435'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AI0435'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEROY
 AI0435'ABRAHAMSON, RT 1, BOX 114, BOWMAN, ND 58623.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0829 ***********************************************************************
 OQ0829  DESIGNATION -  CROOKS
 OQ0829  PID         -  OQ0829
 OQ0829  STATE/COUNTY-  SD/MINNEHAHA
 OQ0829  COUNTRY     -  US
 OQ0829  USGS QUAD   -  CROOKS (2017)
 OQ0829
 OQ0829                         *CURRENT SURVEY CONTROL
 OQ0829  ______________________________________________________________________
 OQ0829* NAD 83(1996) POSITION- 43 38 56.06932(N) 096 52 16.15033(W)   ADJUSTED
 OQ0829* NAVD 88 ORTHO HEIGHT -   496.07  (+/-2cm)     1627.5   (feet) VERTCON3
 OQ0829  ______________________________________________________________________
 OQ0829  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 OQ0829  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 OQ0829  HORZ ORDER      -  FIRST
 OQ0829  VERT ORDER      -  THIRD ? (See Below)
 OQ0829
 OQ0829.The horizontal coordinates were established by classical geodetic methods
 OQ0829.and adjusted by the National Geodetic Survey in January 1998.
 OQ0829
 OQ0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0829
 OQ0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0829.GEOID18 height accuracy estimate available here.
 OQ0829
 OQ0829.The vertical order pertains to the NGVD 29 superseded value.
 OQ0829
 OQ0829.Click photographs - Photos may exist for this station.
 OQ0829
 OQ0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0829
 OQ0829. The following values were computed from the NAD 83(1996) position.
 OQ0829
 OQ0829;                    North         East     Units Scale Factor Converg.
 OQ0829;SPC SD S     -   151,969.232   879,213.705   MT  0.99990701   +2 23 18.2
 OQ0829;SPC SD S     -   498,585.72  2,884,553.63   sFT  0.99990701   +2 23 18.2
 OQ0829;UTM  14      - 4,835,081.069   671,683.595   MT  0.99996256   +1 28 11.2
 OQ0829
 OQ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0829!SPC SD S     -   0.99992632  x   0.99990701  =   0.99983334
 OQ0829!UTM  14      -   0.99992632  x   0.99996256  =   0.99988889
 OQ0829
 OQ0829:                Primary Azimuth Mark                     Grid Az
 OQ0829:SPC SD S     -  CROOKS AZ MK 2                           102 39 43.8
 OQ0829:UTM  14      -  CROOKS AZ MK 2                           103 34 50.8
 OQ0829
 OQ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7168335081(NAD 83)
 OQ0829
 OQ0829|---------------------------------------------------------------------|
 OQ0829| PID    Reference Object                     Distance      Geod. Az  |
 OQ0829|                                                           dddmmss.s |
 OQ0829| OQ0826 CROOKS SWEDISH LUTH CH SPIRE        APPROX. 1.8 KM 0473529.0 |
 OQ0829| CO2929 CROOKS RM 1                          21.453 METERS 08921     |
 OQ0829| CO2928 CROOKS AZ MK 2                                     1050302.0 |
 OQ0829| CO2927 CROOKS AZ MK                                       1055108.0 |
 OQ0829| OQ0784 SIOUX FALLS ST JOSEPHS N SPIRE      APPROX.15.3 KM 1335934.1 |
 OQ0829| OQ0788 SIOUX FALLS ST JOSEPHS S SPIRE      APPROX.15.3 KM 1340229.1 |
 OQ0829| OQ0777 SIOUX FALLS MENLO AVE TANK          APPROX.16.6 KM 1400751.8 |
 OQ0829| OQ0833 SIOUX FALLS VA HOSPITAL TANK        APPROX.16.0 KM 1450427.4 |
 OQ0829| CO2930 CROOKS RM 2                         400.900 METERS 1765350.0 |
 OQ0829| CO2931 CROOKS RM 3                          15.637 METERS 18624     |
 OQ0829| OQ0839 HARTFORD WATER TANK                 APPROX. 6.7 KM 2445127.1 |
 OQ0829| OQ0861 HUMBOLDT WATER TANK                 APPROX.16.5 KM 2684622.4 |
 OQ0829|---------------------------------------------------------------------|
 OQ0829
 OQ0829                          SUPERSEDED SURVEY CONTROL
 OQ0829
 OQ0829  NAD 83(1995)-  43 38 56.07205(N)    096 52 16.13717(W) AD(       ) 1
 OQ0829  NAD 83(1986)-  43 38 56.07453(N)    096 52 16.12922(W) AD(       ) 1
 OQ0829  NAD 27      -  43 38 56.15800(N)    096 52 14.92800(W) AD(       ) 1
 OQ0829  NGVD 29             495.78   (m)         1626.6    (f) LEVELING    3  
 OQ0829
 OQ0829.Superseded values are not recommended for survey control.
 OQ0829
 OQ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0829.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0829
 OQ0829_MARKER: DS = TRIANGULATION STATION DISK
 OQ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0829_STAMPING: CROOKS 1927
 OQ0829_MARK LOGO: CGS
 OQ0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0829+STABILITY: SURFACE MOTION
 OQ0829
 OQ0829  HISTORY     - Date     Condition        Report By
 OQ0829  HISTORY     - 1927     MONUMENTED       CGS
 OQ0829  HISTORY     - 1934     GOOD             SDGS
 OQ0829  HISTORY     - 1935     GOOD             CGS
 OQ0829  HISTORY     - 1942     GOOD             CGS
 OQ0829  HISTORY     - 1953     GOOD             CGS
 OQ0829  HISTORY     - 1971     GOOD             NGS
 OQ0829  HISTORY     - 19940629 GOOD             LOCENG
 OQ0829
 OQ0829                          STATION DESCRIPTION
 OQ0829
 OQ0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0829'ABOUT 3 MILES WEST AND 1/2 MILE SOUTH OF THE TOWN OF CROOKS,
 OQ0829'ABOUT 3-3/4 MILES EAST AND 2 MILES NORTH OF THE TOWN OF HARTFORD,
 OQ0829'ABOUT 2 MILES NORTH OF STATE HIGHWAY 38, ON THE EAST SIDE OF
 OQ0829'THE NORTHEAST QUARTER SEC. 7, T. 102 N., R. 50 W., ON THE FARM
 OQ0829'OF H.B. PEARSON.  IT IS 5.8 METERS SOUTH OF THE CENTERLINE OF THE
 OQ0829'ROAD LEADING INTO THE PEARSON FARMYARD, 12 METERS WEST OF THE
 OQ0829'CENTERLINE OF THE SECTIONLINE ROAD RUNNING NORTH AND SOUTH, AND
 OQ0829'411 METERS NORTH OF THE INTERSECTION OF THE CROSSROADS SOUTH
 OQ0829'OF THE STATION.
 OQ0829'
 OQ0829'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF THE ROAD ABEAM OF
 OQ0829'THE STATION, BEING 9.2 METERS EAST OF THE CENTERLINE OF THE
 OQ0829'NORTH-SOUTH SECTION-LINE ROAD.
 OQ0829'
 OQ0829'REFERENCE MARK NO. 2 IS IN THE NORTHEAST CORNER OF THE INTERSECTION
 OQ0829'OF THE ROADS SOUTH OF THE STATION, AND 10.5 METERS NORTHEAST
 OQ0829'OF THE INTERSECTION OF THE CENTERLINES OF THE ROADS.
 OQ0829'
 OQ0829'ALL MARKS ARE SET FLUSH WITH THE SURFACE OF THE GROUND.
 OQ0829'
 OQ0829'TO REACH FROM HARTFORD, GO EAST ON STATE HIGHWAY 38 FOR 3-3/4
 OQ0829'MILES TO T-ROADS, THEN GO NORTH FOR TWO MILES.
 OQ0829'
 OQ0829'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 OQ0829
 OQ0829                          STATION RECOVERY (1934)
 OQ0829
 OQ0829'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 OQ0829'ORIGINAL DESCRIPTION IS O.K.
 OQ0829
 OQ0829                          STATION RECOVERY (1935)
 OQ0829
 OQ0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0829'ABOUT 3 MILES WEST AND 1/2 MILE SOUTH OF THE TOWN OF CROOKS,
 OQ0829'3-3/4 MILES EAST AND 2 MILES NORTH OF THE TOWN OF HARTFORD,
 OQ0829'ABOUT 2 MILES NORTH OF STATE HIGHWAY 38, ON THE EAST SIDE OF THE
 OQ0829'NORTHEAST QUARTER SEC. 7, T. 102 N., R. 50 W., ON THE FARM OF H.B.
 OQ0829'PEARSON.  IT IS 5.8 METERS SOUTH OF THE CENTERLINE OF ROAD
 OQ0829'LEADING INTO THE PEARSON FARMYARD, 12 METERS WEST OF THE
 OQ0829'CENTERLINE OF THE SECTION-LINE ROAD RUNNING NORTH AND SOUTH,
 OQ0829'AND 411 METERS NORTH OF THE INTERSECTION OF THE CROSSROADS
 OQ0829'SOUTH OF THE STATION.
 OQ0829'
 OQ0829'MARKS WERE RECOVERED IN GOOD CONDITION.
 OQ0829'
 OQ0829'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED.
 OQ0829'
 OQ0829'AN AZIMUTH MARK WAS ESTABLISHED APPROXIMATELY 1.0 MILE
 OQ0829'EAST-SOUTHEAST OF STATION.  REACHED FROM STATION BY GOING 0.25
 OQ0829'MILE SOUTH ON SECTION-LINE ROAD TO CROSS ROAD, TURN LEFT AND GO
 OQ0829'0.95 MILE EAST TO MARK ON RIGHT.  IT IS 33 FEET SOUTH OF
 OQ0829'CENTERLINE OF ROAD AND 1 FOOT NORTH OF SOUTH RIGHT-OF-WAY FENCE.
 OQ0829'
 OQ0829'TO REACH STATION FROM HARTFORD, GO EAST ON STATE HIGHWAY 38 FOR
 OQ0829'3-3/4 MILES TO T-ROADS, TURN LEFT AND GO 1.75 MILES NORTH TO
 OQ0829'HOME OF H.B. PEARSON AND STATION ON LEFT AS DESCRIBED ABOVE.
 OQ0829
 OQ0829                          STATION RECOVERY (1942)
 OQ0829
 OQ0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 OQ0829'ORIGINAL DESCRIPTION SUFFICES.
 OQ0829
 OQ0829                          STATION RECOVERY (1953)
 OQ0829
 OQ0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0829'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 OQ0829'THE DISTANCES TO THE REFERENCE MARKS WERE NOT CHECKED.  NO ATTEMPT
 OQ0829'WAS MADE TO RECOVER THE AZIMUTH MARK.  THE DESCRIPTION IS ADEQUATE
 OQ0829'WITH ONE EXCEPTION.  MR. WILLIAM OSVOG HAS REPLACED H.B. PEARSON
 OQ0829'ON THE FARM AT THE SITE OF THE STATION.
 OQ0829
 OQ0829                          STATION RECOVERY (1971)
 OQ0829
 OQ0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0829'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 OQ0829'GOOD CONDITION, REFERENCE MARK NO. 1 IS SOLID BUT HAS A CORNER OF
 OQ0829'THE MONUMENT SHIRRED OFF - THE ANGLE BETWEEN THE REFERENCE MARKS
 OQ0829'CHECKED GOOD.  THE 1935 AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 OQ0829'TO HAVE BEEN DESTROYED DURING HIGHWAY IMPROVEMENTS.  REFERENCE
 OQ0829'MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 OQ0829'
 OQ0829'A NEW DESCRIPTION FOLLOWS--
 OQ0829'
 OQ0829'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF SIOUX FALLS,
 OQ0829'4 MILES NORTHEAST OF HARTFORD, AND 3 MILES WEST AND A 1/2 MILE
 OQ0829'SOUTH OF CROOKS, ON THE EAST SIDE OF THE NE 1/4 OF SEC. 7, T
 OQ0829'102 N, R 50 W, ON A PROMINENT HILL, AT THE ENTRANCE OF THE
 OQ0829'DRIVEWAY LEADING INTO THE FARMSTEAD OF A FARM OPERATED BY MR. MILO
 OQ0829'STROSCHEIN.
 OQ0829'
 OQ0829'THE STATION MARK IS A STANDARD DISK STAMPED CROOKS 1927, SET IN A
 OQ0829'SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE.  IT IS 76
 OQ0829'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 39 FEET
 OQ0829'WEST OF THE CENTER OF THE ROAD, 18 FEET SOUTH OF THE CENTER OF
 OQ0829'THE DRIVEWAY, AND 12 FEET NORTH-NORTHWEST OF A POWER POLE.
 OQ0829'
 OQ0829'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CROOKS NO 1 1927,
 OQ0829'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS
 OQ0829'32 FEET EAST OF THE CENTER OF THE ROAD, 22 FEET SOUTH OF SOUTH
 OQ0829'GATE POST OF A FIELD ENTRANCE, AND 1 FOOT WEST OF A FENCE.
 OQ0829'
 OQ0829'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CROOKS NO 2
 OQ0829'1927, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 OQ0829'IT IS 0.25 MILE SOUTH OF THE STATION IN THE NORTHEAST CORNER
 OQ0829'OF A CROSSROAD INTERSECTION, 36 FEET NORTH OF THE EAST-WEST ROAD,
 OQ0829'31 FEET EAST OF THE NORTH-SOUTH ROAD AND 1.8 FEET WEST OF A METAL
 OQ0829'FENCE CORNER POST.
 OQ0829'
 OQ0829'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CROOKS 1927 NO 3
 OQ0829'1971 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 OQ0829'IT IS 70 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 44 FEET WEST
 OQ0829'OF THE CENTER OF THE ROAD, 10 FEET WEST OF A FENCE CORNER, 8.5
 OQ0829'FEET SOUTHEAST OF A SPRUCE TREE, AND 1.0 FOOT NORTH OF A YARD
 OQ0829'FENCE.
 OQ0829'
 OQ0829'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROOKS 1927 1971, SET
 OQ0829'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS THE
 OQ0829'SOUTHWEST CORNER OF A CROSSROAD INTERSECTION, IT IS 58 FEET SOUTH
 OQ0829'OF THE EAST-WEST ROAD, 53 FEET WEST OF THE NORTH SOUTH ROAD, 23
 OQ0829'FEET SOUTH OF THE FENCE CORNER, 0.5 FEET EAST OF A FENCE, AND
 OQ0829'1.6 FEET NORTH OF A METAL WITNESS POST.
 OQ0829'
 OQ0829'TO REACH THE STATION FROM THE UNITED METHODIST CHURCH IN THE
 OQ0829'CENTRAL PART OF HARTFORD, GO EAST ON THE PAVED STREET FOR 0.4
 OQ0829'MILE TO THE INTERSECTION WITH STATE HIGHWAY 38, CROSS THE
 OQ0829'HIGHWAY AND CONTINUE EASTERLY ON COUNTY ROAD 149 FOR 0.15 MILE
 OQ0829'TO A CROSS ROAD, TURN LEFT AND GO NORTH ON COUNTY ROAD 149 FOR
 OQ0829'1.5 MILES TO A GRAVELED CROSSROAD, TURN RIGHT AND GO EAST FOR
 OQ0829'3.15 MILE TO A CROSSROAD AND REFERENCE MARK NO. 2 IN THE
 OQ0829'NORTHEAST CORNER AS DESCRIBED, TURN LEFT AND GO NORTH 0.25
 OQ0829'MILE TO A DRIVEWAY TO THE FARMSTEAD ON THE LEFT AND THE
 OQ0829'STATION AS DESCRIBED.
 OQ0829'
 OQ0829'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.25 MILE
 OQ0829'TO THE CROSSROAD, TURN LEFT AND GO EAST 1.0 MILE TO A PAVED
 OQ0829'CROSSROAD (COUNTY ROAD 141) AND THE AZIMUTH MARK ON THE RIGHT
 OQ0829'AS DESCRIBED.
 OQ0829'
 OQ0829'A DIFFERENCE OF 40-SECONDS WAS FOUND IN THE ANGLE BETWEEN THE
 OQ0829'CROOKS SWEDISH LUTHERAN CHURCH SPIRE AND REFERENCE MARK NO. 2.
 OQ0829'THEREFORE OBSERVATIONS OF OTHER INTERSECTION STATION WERE MADE
 OQ0829'AT A LATER DATE TO DETERMINE THE DIRECTION FOR THE AZIMUTH MARK.
 OQ0829'
 OQ0829'THE INTERSECTION STATION, CROOKS CHURCH STEEPLE 1/2 MILE, NO
 OQ0829'LONGER EXISTS.
 OQ0829'
 OQ0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WEST
 OQ0829'OF CROOKS.
 OQ0829
 OQ0829                          STATION RECOVERY (1994)
 OQ0829
 OQ0829'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BLF)
 OQ0829'RECOVERED IN GOOD CONDITION.  NOTE--NO FENCES IN IMMEDIATE VICINITY.
 OQ0829'SET ORANGE CARSONITE WITNESS POST FLUSH WITH WEST EDGE OF CONCRETE
 OQ0829'POST.  THE MARK IS 0.5 FEET (15.2 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0826 ***********************************************************************
 OQ0826  DESIGNATION -  CROOKS SWEDISH LUTH CH SPIRE
 OQ0826  PID         -  OQ0826
 OQ0826  STATE/COUNTY-  SD/MINNEHAHA
 OQ0826  COUNTRY     -  US
 OQ0826  USGS QUAD   -  CROOKS (2017)
 OQ0826
 OQ0826                         *CURRENT SURVEY CONTROL
 OQ0826  ______________________________________________________________________
 OQ0826* NAD 83(1996) POSITION- 43 39 35.59571(N) 096 51 16.53819(W)   ADJUSTED
 OQ0826  ______________________________________________________________________
 OQ0826  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 OQ0826  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 OQ0826  HORZ ORDER      -  THIRD
 OQ0826
 OQ0826.The horizontal coordinates were established by classical geodetic methods
 OQ0826.and adjusted by the National Geodetic Survey in January 1998.
 OQ0826
 OQ0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0826.GEOID18 height accuracy estimate available here.
 OQ0826
 OQ0826.Click photographs - Photos may exist for this station.
 OQ0826
 OQ0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0826
 OQ0826. The following values were computed from the NAD 83(1996) position.
 OQ0826
 OQ0826;                    North         East     Units Scale Factor Converg.
 OQ0826;SPC SD S     -   153,243.738   880,497.275   MT  0.99990713   +2 23 59.3
 OQ0826;SPC SD S     -   502,767.16  2,888,764.81   sFT  0.99990713   +2 23 59.3
 OQ0826;UTM  14      - 4,836,334.909   672,987.506   MT  0.99996809   +1 28 53.4
 OQ0826
 OQ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7298736334(NAD 83)
 OQ0826
 OQ0826                          SUPERSEDED SURVEY CONTROL
 OQ0826
 OQ0826  NAD 83(1995)-  43 39 35.59769(N)    096 51 16.52500(W) AD(       ) 3
 OQ0826  NAD 83(1986)-  43 39 35.60097(N)    096 51 16.51662(W) AD(       ) 3
 OQ0826  NAD 27      -  43 39 35.68500(N)    096 51 15.31900(W) AD(       ) 3
 OQ0826
 OQ0826.Superseded values are not recommended for survey control.
 OQ0826
 OQ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0826.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0826
 OQ0826_MARKER: 91 = CHURCH CROSS
 OQ0826
 OQ0826  HISTORY     - Date     Condition        Report By
 OQ0826  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0826
 OQ0826                          STATION DESCRIPTION
 OQ0826
 OQ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0826'POINT OBSERVED UPON WAS TIP OF CROSS OF THE SWEDISH LUTHERAN
 OQ0826'CHURCH WHICH IS 1-1/2 MILES N AND 1 MILE E OF TRIANGULATION
 OQ0826'STATION, CROOKS.
 OQ0826'
 OQ0826'OBSERVED UPON FROM TRIANGULATION STATIONS CROOKS (1927), NEWMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2216 ***********************************************************************
 PU2216  DESIGNATION -  CROSBY
 PU2216  PID         -  PU2216
 PU2216  STATE/COUNTY-  SD/PENNINGTON
 PU2216  COUNTRY     -  US
 PU2216  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2216
 PU2216                         *CURRENT SURVEY CONTROL
 PU2216  ______________________________________________________________________
 PU2216* NAD 83(1996) POSITION- 44 02 39.98903(N) 102 50 36.87670(W)   ADJUSTED
 PU2216* NAVD 88 ORTHO HEIGHT -   978.    (meters)     3209.    (feet) SCALED
 PU2216  ______________________________________________________________________
 PU2216  GEOID HEIGHT    -        -17.426 (meters)                     GEOID18
 PU2216  LAPLACE CORR    -         -7.93  (seconds)                    DEFLEC18
 PU2216  HORZ ORDER      -  SECOND
 PU2216
 PU2216.The horizontal coordinates were established by classical geodetic methods
 PU2216.and adjusted by the National Geodetic Survey in January 1998.
 PU2216
 PU2216.The orthometric height was scaled from a topographic map.
 PU2216
 PU2216.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2216.GEOID18 height accuracy estimate available here.
 PU2216
 PU2216.Click photographs - Photos may exist for this station.
 PU2216
 PU2216.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2216
 PU2216. The following values were computed from the NAD 83(1996) position.
 PU2216
 PU2216;                    North         East     Units Scale Factor Converg.
 PU2216;SPC SD S     -   193,132.464   398,857.076   MT  0.99993448   -1 43 54.1
 PU2216;SPC SD S     -   633,635.43  1,308,583.59   sFT  0.99993448   -1 43 54.1
 PU2216;UTM  13      - 4,879,069.622   672,761.630   MT  0.99996709   +1 29 58.4
 PU2216
 PU2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2216!SPC SD S     -   0.99984933  x   0.99993448  =   0.99978382
 PU2216!UTM  13      -   0.99984933  x   0.99996709  =   0.99981642
 PU2216
 PU2216:                Primary Azimuth Mark                     Grid Az
 PU2216:SPC SD S     -  CROSBY AZ MK                             167 02 59.5
 PU2216:UTM  13      -  CROSBY AZ MK                             163 49 07.0
 PU2216
 PU2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7276179069(NAD 83)
 PU2216
 PU2216|---------------------------------------------------------------------|
 PU2216| PID    Reference Object                     Distance      Geod. Az  |
 PU2216|                                                           dddmmss.s |
 PU2216| PU2218 NEW UNDERWOOD MUNICIPAL TANK        APPROX. 6.0 KM 0033729.9 |
 PU2216| CP9094 CROSBY RM 1                          21.462 METERS 12330     |
 PU2216| CP9093 CROSBY AZ MK                                       1651905.4 |
 PU2216| CP9095 CROSBY RM 2                          18.879 METERS 22635     |
 PU2216| PU2304 RAPID CITY RADIO KOTA CEN MAST      APPROX.27.6 KM 2673200.5 |
 PU2216| PU2300 RAPID CITY MUN APT TK AND BCN       APPROX.17.4 KM 2691533.4 |
 PU2216|---------------------------------------------------------------------|
 PU2216
 PU2216                          SUPERSEDED SURVEY CONTROL
 PU2216
 PU2216  NAD 83(1993)-  44 02 39.98040(N)    102 50 36.87923(W) AD(       ) 2
 PU2216  NAD 83(1986)-  44 02 39.97797(N)    102 50 36.88425(W) AD(       ) 2
 PU2216  NAD 27      -  44 02 40.02300(N)    102 50 35.26800(W) AD(       ) 2
 PU2216
 PU2216.Superseded values are not recommended for survey control.
 PU2216
 PU2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2216.See file dsdata.pdf to determine how the superseded data were derived.
 PU2216
 PU2216_MARKER: DS = TRIANGULATION STATION DISK
 PU2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2216_STAMPING: CROSBY 1951
 PU2216_MARK LOGO: CGS
 PU2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2216+STABILITY: SURFACE MOTION
 PU2216
 PU2216  HISTORY     - Date     Condition        Report By
 PU2216  HISTORY     - 1951     MONUMENTED       CGS
 PU2216
 PU2216                          STATION DESCRIPTION
 PU2216
 PU2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2216'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH AND 1/2 MILE WEST OF
 PU2216'NEW UNDERWOOD, NEAR THE NORTH END OF A PROMINENT RIDGE OWNED BY
 PU2216'GLEN CROSBY.  IT IS IN THE NORTHWEST 1/4 OF SECTION 18, T 1 N,
 PU2216'R 11 E, AND ABOUT 64 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 PU2216'
 PU2216'TO REACH THE STATION FROM THE POST OFFICE IN NEW UNDERWOOD.  GO
 PU2216'SOUTH, EAST AND SOUTH ON A GRAVELED ROAD FOR 3.95 MILES TO A
 PU2216'CROSSROADS.  TURN RIGHT AND GO WEST 0.1 MILE TO A GATE.  PASS
 PU2216'THROUGH THE GATE AND CONTINUE WEST ALONG THE NORTH SIDE OF A
 PU2216'FENCE FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN SHARP
 PU2216'RIGHT AND GO NORTH 0.45 MILE TO THE HIGHEST POINT AND THE
 PU2216'STATION.
 PU2216'
 PU2216'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CROSBY 1951.
 PU2216'
 PU2216'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU2216'CROSBY NO 1 1951.
 PU2216'
 PU2216'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2216'CROSBY NO 2 1951.
 PU2216'
 PU2216'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 PU2216'2 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE.
 PU2216'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CROSBY 1951.
 PU2216'
 PU2216'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2216'CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1814 ***********************************************************************
 PU1814  DESIGNATION -  CROW
 PU1814  PID         -  PU1814
 PU1814  STATE/COUNTY-  SD/BUTTE
 PU1814  COUNTRY     -  US
 PU1814  USGS QUAD   -  MUD BUTTES (2017)
 PU1814
 PU1814                         *CURRENT SURVEY CONTROL
 PU1814  ______________________________________________________________________
 PU1814* NAD 83(1996) POSITION- 44 51 16.92297(N) 103 51 35.94635(W)   ADJUSTED
 PU1814* NAVD 88 ORTHO HEIGHT -   941.993 (meters)     3090.52  (feet) ADJUSTED
 PU1814  ______________________________________________________________________
 PU1814  GEOID HEIGHT    -        -15.692 (meters)                     GEOID18
 PU1814  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 PU1814  DYNAMIC HEIGHT  -        941.744 (meters)     3089.71  (feet) COMP
 PU1814  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PU1814
 PU1814  HORZ ORDER      -  SECOND
 PU1814  VERT ORDER      -  SECOND    CLASS 0
 PU1814
 PU1814.The horizontal coordinates were established by classical geodetic methods
 PU1814.and adjusted by the National Geodetic Survey in January 1998.
 PU1814
 PU1814.The orthometric height was determined by differential leveling and
 PU1814.adjusted by the NATIONAL GEODETIC SURVEY
 PU1814.in June 1991.
 PU1814
 PU1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1814.GEOID18 height accuracy estimate available here.
 PU1814
 PU1814.Click photographs - Photos may exist for this station.
 PU1814
 PU1814.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1814
 PU1814.The dynamic height is computed by dividing the NAVD 88
 PU1814.geopotential number by the normal gravity value computed on the
 PU1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1814.degrees latitude (g = 980.6199 gals.).
 PU1814
 PU1814.The modeled gravity was interpolated from observed gravity values.
 PU1814
 PU1814. The following values were computed from the NAD 83(1996) position.
 PU1814
 PU1814;                    North         East     Units Scale Factor Converg.
 PU1814;SPC SD N     -   120,768.617   295,016.539   MT  0.99994497   -2 43 54.7
 PU1814;SPC SD N     -   396,221.70    967,900.10   sFT  0.99994497   -2 43 54.7
 PU1814;UTM  13      - 4,967,441.807   590,077.453   MT  0.99969977   +0 48 14.8
 PU1814
 PU1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1814!SPC SD N     -   0.99985479  x   0.99994497  =   0.99979976
 PU1814!UTM  13      -   0.99985479  x   0.99969977  =   0.99955460
 PU1814
 PU1814:                Primary Azimuth Mark                     Grid Az
 PU1814:SPC SD N     -  DAVIS                                    019 51 00.1
 PU1814:UTM  13      -  DAVIS                                    016 18 50.6
 PU1814
 PU1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9007767441(NAD 83)
 PU1814
 PU1814|---------------------------------------------------------------------|
 PU1814| PID    Reference Object                     Distance      Geod. Az  |
 PU1814|                                                           dddmmss.s |
 PU1814| PU2383 DAVIS                               APPROX. 2.8 KM 0170705.4 |
 PU1814| PU1812 CROW RM 1                            10.300 METERS 08605     |
 PU1814| PU1813 CROW RM 2                             9.490 METERS 32853     |
 PU1814|---------------------------------------------------------------------|
 PU1814
 PU1814                          SUPERSEDED SURVEY CONTROL
 PU1814
 PU1814  NAD 83(1993)-  44 51 16.91895(N)    103 51 35.94669(W) AD(       ) 2
 PU1814  NAD 83(1986)-  44 51 16.91225(N)    103 51 35.94148(W) AD(       ) 2
 PU1814  NAD 27      -  44 51 16.95750(N)    103 51 34.20100(W) AD(       ) 2
 PU1814  NGVD 29 (??/??/92)  941.510  (m)         3088.94   (f) ADJ UNCH    2 0
 PU1814  NGVD 29             941.51   (m)         3088.9    (f) LEVELING    3  
 PU1814
 PU1814.Superseded values are not recommended for survey control.
 PU1814
 PU1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1814.See file dsdata.pdf to determine how the superseded data were derived.
 PU1814
 PU1814_MARKER: DS = TRIANGULATION STATION DISK
 PU1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1814_STAMPING: CROW 1962
 PU1814_MARK LOGO: CGS
 PU1814_PROJECTION: FLUSH
 PU1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1814+STABILITY: SURFACE MOTION
 PU1814
 PU1814  HISTORY     - Date     Condition        Report By
 PU1814  HISTORY     - 1962     MONUMENTED       CGS
 PU1814  HISTORY     - 1962     GOOD             CGS
 PU1814
 PU1814                          STATION DESCRIPTION
 PU1814
 PU1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1814'THE STATION IS ON THE TOP OF A SMALL KNOLL, 13 MILES NORTH
 PU1814'OF BELLE FOURCHE, ALONG THE NORTHEAST SIDE OF A GRAVEL ROAD
 PU1814'LEADING TO ALBION, IN THE SOUTHEAST QUARTER OF SECTION 3,
 PU1814'T 2 E, T 10 N, AND ON PROPERTY OWNED BY DAVIS RANCHES INC.
 PU1814'
 PU1814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 PU1814'AND 212, 0.7 MILE NORTH OF THE CENTER OF BELLE FOURCHE,
 PU1814'GO NORTH ON HIGHWAY 85 FOR 10.75 MILES TO A BRIDGE OVER OWL
 PU1814'CREEK.  CONTINUE NORTH ON HIGHWAY 85 FOR 0.1 MILE TO A SIDE
 PU1814'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH AND NORTHWEST ON A
 PU1814'GRAVEL ROAD FOR 1.8 MILES TO THE SUMMIT OF A RIDGE AND THE
 PU1814'STATION O THE RIGHT, ON THE TOP OF A SMALL KNOLL.
 PU1814'
 PU1814'STATION MARKS ARE STANDARD DISKS STAMPED CROW 1962.  THE SURFACE
 PU1814'DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 PU1814'IT IS 93.5 FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD
 PU1814'AND 57.5 FEET NORTHEAST OF A FENCE.  THE UNDERGROUND DISK IS
 PU1814'SET IN AN IRREGULAR MASS OF CONCRETE 49 INCHES BELOW THE
 PU1814'SURFACE OF THE GROUND.
 PU1814'
 PU1814'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROW NO 1 1962,
 PU1814'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 PU1814'IS 91 FEET NORTHEAST OF THE FENCE.
 PU1814'
 PU1814'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CROW NO 2 1962,
 PU1814'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 PU1814'IT IS AT THE NORTHWEST EDGE OF THE TOP OF THE SMALL KNOLL
 PU1814'AND 53 FEET NORTHEAST OF THE FENCE.
 PU1814'
 PU1814'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU1814
 PU1814                          STATION RECOVERY (1962)
 PU1814
 PU1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1814'13.5 MI NW FROM BELLE FOURCHE.
 PU1814'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1814'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1814'1.8 MILES NORTHWEST ALONG A GRAVELED ROAD, ON THE CREST OF A
 PU1814'HILL IN SECTION 3, T 10 N, R 3 E, 94 FEET NORTHEAST OF THE
 PU1814'CENTER LINE OF THE ROAD, 57 FEET NORTHEAST OF A FENCE, ABOUT
 PU1814'8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1814'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0688 ***********************************************************************
 PS0688  DESIGNATION -  CROW
 PS0688  PID         -  PS0688
 PS0688  STATE/COUNTY-  SD/BUFFALO
 PS0688  COUNTRY     -  US
 PS0688  USGS QUAD   -  NORTH OF SHELBY (2017)
 PS0688
 PS0688                         *CURRENT SURVEY CONTROL
 PS0688  ______________________________________________________________________
 PS0688* NAD 83(1996) POSITION- 44 01 20.30813(N) 099 11 01.47693(W)   ADJUSTED
 PS0688* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 PS0688  ______________________________________________________________________
 PS0688  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 PS0688  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 PS0688  HORZ ORDER      -  SECOND
 PS0688
 PS0688.The horizontal coordinates were established by classical geodetic methods
 PS0688.and adjusted by the National Geodetic Survey in January 1998.
 PS0688
 PS0688.The orthometric height was scaled from a topographic map.
 PS0688
 PS0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0688.GEOID18 height accuracy estimate available here.
 PS0688
 PS0688.Click photographs - Photos may exist for this station.
 PS0688
 PS0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0688
 PS0688. The following values were computed from the NAD 83(1996) position.
 PS0688
 PS0688;                    North         East     Units Scale Factor Converg.
 PS0688;SPC SD S     -   188,271.237   692,160.424   MT  0.99993169   +0 47 35.0
 PS0688;SPC SD S     -   617,686.55  2,270,862.99   sFT  0.99993169   +0 47 35.0
 PS0688;UTM  14      - 4,874,366.935   485,274.041   MT  0.99960267   -0 07 39.7
 PS0688
 PS0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0688!SPC SD S     -   0.99992375  x   0.99993169  =   0.99985545
 PS0688!UTM  14      -   0.99992375  x   0.99960267  =   0.99952645
 PS0688
 PS0688:                Primary Azimuth Mark                     Grid Az
 PS0688:SPC SD S     -  CROW AZ MK                               158 08 07.1
 PS0688:UTM  14      -  CROW AZ MK                               159 03 21.8
 PS0688
 PS0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8527474366(NAD 83)
 PS0688
 PS0688|---------------------------------------------------------------------|
 PS0688| PID    Reference Object                     Distance      Geod. Az  |
 PS0688|                                                           dddmmss.s |
 PS0688| CO5499 CROW RM 1                             8.048 METERS 01356     |
 PS0688| CO5500 CROW RM 2                            10.739 METERS 15414     |
 PS0688| CO5498 CROW AZ MK                                         1585542.1 |
 PS0688|---------------------------------------------------------------------|
 PS0688
 PS0688                          SUPERSEDED SURVEY CONTROL
 PS0688
 PS0688  NAD 83(1986)-  44 01 20.30688(N)    099 11 01.48359(W) AD(       ) 2
 PS0688  NAD 27      -  44 01 20.33300(N)    099 11 00.12500(W) AD(       ) 2
 PS0688
 PS0688.Superseded values are not recommended for survey control.
 PS0688
 PS0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0688.See file dsdata.pdf to determine how the superseded data were derived.
 PS0688
 PS0688_MARKER: DS = TRIANGULATION STATION DISK
 PS0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0688_STAMPING: CROW 1948
 PS0688_MARK LOGO: CGS
 PS0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0688+STABILITY: SURFACE MOTION
 PS0688
 PS0688  HISTORY     - Date     Condition        Report By
 PS0688  HISTORY     - 1948     MONUMENTED       CGS
 PS0688
 PS0688                          STATION DESCRIPTION
 PS0688
 PS0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0688'THE STATION IS LOCATED ABOUT 10.0 MILES WEST-SOUTHWEST OF GANN
 PS0688'VALLEY, ON THE CROW CREEK INDIAN RESERVATION.  IT IS ON THE
 PS0688'WESTERLY OF TWO POINTED KNOLLS ABOUT 50 YARDS NORTH OF THE ROAD
 PS0688'AND 8 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6
 PS0688'INCHES AND THE DISK IS STAMPED CROW 1948.
 PS0688'
 PS0688'REFERENCE MARK NO. 1 IS 26.40 FEET NORTH-NORTHEAST OF THE STATION,
 PS0688'ON SLOPE OF KNOLL.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 PS0688'STAMPED CROW NO 1 1948.
 PS0688'
 PS0688'REFERENCE MARK NO. 2 IS 35.23 FEET SOUTHEAST OF THE STATION, ON
 PS0688'THE SLOPE OF THE KNOLL.  THE MARK PROJECTS 8 INCHES AND THE DISK
 PS0688'IS STAMPED CROW NO 2 1948.
 PS0688'
 PS0688'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHEAST OF THE STATION, 74
 PS0688'FEET EAST OF THE CENTERLINE OF THE ROAD AND 7 FEET EAST OF A
 PS0688'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PS0688'CROW 1948.
 PS0688'
 PS0688'TO REACH FROM THE DEPOT IN CHAMBERLAIN, GO NORTH ON HIGHWAY
 PS0688'47 1.8 MILES TO A T ROAD RIGHT, TURN RIGHT (EAST) 6.15 MILES
 PS0688'TO CROSSROADS, TURN LEFT (NORTH) ON GRAVELED ROAD 8.25 MILES
 PS0688'TO CROSSROADS ABOUT 200 YARDS WEST OF SHELBY STORE, CONTINUE
 PS0688'NORTH 2.05 MILES TO A T INTERSECTION, TURN RIGHT ON MAIN ROAD 0.5
 PS0688'MILE TO A T ROAD LEFT, TURN LEFT (NORTH) 0.65 MILE TO A WIRE
 PS0688'GATE JUST AFTER CROSSING BRIDGE, PASS THROUGH GATE AND CONTINUE
 PS0688'ON NORTH 0.4 MILE TO A GATE, CONTINUE ON MAIN ROAD 1.95 MILE
 PS0688'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON 0.35 MILE TO
 PS0688'CATTLE GUARD, PASS THROUGH GUARD AND GO 0.2 MILE TO THE
 PS0688'STATION ON THE RIGHT, ABOUT 50 YARDS.
 PS0688'
 PS0688'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2345 ***********************************************************************
 PU2345  CBN         -  This is a Cooperative Base Network Control Station.
 PU2345  DESIGNATION -  CROW
 PU2345  PID         -  PU2345
 PU2345  STATE/COUNTY-  SD/PENNINGTON
 PU2345  COUNTRY     -  US
 PU2345  USGS QUAD   -  CROWS NEST PEAK (2017)
 PU2345
 PU2345                         *CURRENT SURVEY CONTROL
 PU2345  ______________________________________________________________________
 PU2345* NAD 83(2011) POSITION- 44 03 18.72004(N) 103 57 44.70749(W)   ADJUSTED
 PU2345* NAD 83(2011) ELLIP HT-  2136.937 (meters)        (06/27/12)   ADJUSTED
 PU2345* NAD 83(2011) EPOCH   -  2010.00
 PU2345* NAVD 88 ORTHO HEIGHT -  2149.6   (meters)     7052.    (feet) GPS OBS
 PU2345  ______________________________________________________________________
 PU2345  NAVD 88 orthometric height was determined with geoid model    GEOID96
 PU2345  GEOID HEIGHT    -        -12.594 (meters)                     GEOID96
 PU2345  GEOID HEIGHT    -        -12.583 (meters)                     GEOID18
 PU2345  NAD 83(2011) X  - -1,108,163.412 (meters)                     COMP
 PU2345  NAD 83(2011) Y  - -4,457,052.885 (meters)                     COMP
 PU2345  NAD 83(2011) Z  -  4,413,987.499 (meters)                     COMP
 PU2345  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 PU2345
 PU2345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2345  Standards:
 PU2345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2345  -------------------------------------------------------------------
 PU2345  NETWORK    1.03   3.08           0.48   0.34   1.57     -0.06050758
 PU2345  -------------------------------------------------------------------
 PU2345  Click here for local accuracies and other accuracy information.
 PU2345
 PU2345.The horizontal coordinates were established by GPS observations
 PU2345.and adjusted by the National Geodetic Survey in June 2012.
 PU2345
 PU2345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2345.been affixed to the stable North American tectonic plate. See 
 PU2345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2345
 PU2345.The horizontal coordinates are valid at the epoch date displayed above
 PU2345.which is a decimal equivalence of Year/Month/Day.
 PU2345
 PU2345.The orthometric height was determined by GPS observations and a
 PU2345.high-resolution geoid model.
 PU2345
 PU2345.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2345.GEOID18 height accuracy estimate available here.
 PU2345
 PU2345.Click photographs - Photos may exist for this station.
 PU2345
 PU2345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2345
 PU2345.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2345
 PU2345.The ellipsoidal height was determined by GPS observations
 PU2345.and is referenced to NAD 83.
 PU2345
 PU2345. The following values were computed from the NAD 83(2011) position.
 PU2345
 PU2345;                    North         East     Units Scale Factor Converg.
 PU2345;SPC SD S     -   197,639.855   309,306.038   MT  0.99993590   -2 30 12.7
 PU2345;SPC SD S     -   648,423.42  1,014,781.56   sFT  0.99993590   -2 30 12.7
 PU2345;SPC WY E     -   395,587.535   296,492.761   MT  1.00005197   +0 50 14.8
 PU2345;SPC WY E     - 1,297,856.77    972,743.33   sFT  1.00005197   +0 50 14.8
 PU2345;UTM  13      - 4,878,527.115   583,110.148   MT  0.99968495   +0 43 17.5
 PU2345
 PU2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2345!SPC SD S     -   0.99966503  x   0.99993590  =   0.99960095
 PU2345!SPC WY E     -   0.99966503  x   1.00005197  =   0.99971698
 PU2345!UTM  13      -   0.99966503  x   0.99968495  =   0.99935009
 PU2345
 PU2345:                Primary Azimuth Mark                     Grid Az
 PU2345:SPC SD S     -  CROW AZ MK                               236 19 09.0
 PU2345:SPC WY E     -  CROW AZ MK                               232 58 41.5
 PU2345:UTM  13      -  CROW AZ MK                               233 05 38.8
 PU2345
 PU2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8311078527(NAD 83)
 PU2345
 PU2345|---------------------------------------------------------------------|
 PU2345| PID    Reference Object                     Distance      Geod. Az  |
 PU2345|                                                           dddmmss.s |
 PU2345| CP9098 CROW RM 2                            30.108 METERS 06719     |
 PU2345| CP9097 CROW RM                              33.519 METERS 10539     |
 PU2345| CP9096 CROW AZ MK                                         2334856.3 |
 PU2345| PU2344 CROWS NEST                            2.016 METERS 25755     |
 PU2345| PU2343 CROWS NEST LOOKOUT TOWER 1950         0.746 METERS 34501     |
 PU2345|---------------------------------------------------------------------|
 PU2345
 PU2345                          SUPERSEDED SURVEY CONTROL
 PU2345
 PU2345  NAD 83(2007)-  44 03 18.71990(N)    103 57 44.70859(W) AD(2002.00) 0
 PU2345  ELLIP H (02/10/07) 2136.966  (m)                       GP(2002.00)    
 PU2345  ELLIP H (04/15/04) 2136.953  (m)                       GP(       ) 2 1
 PU2345  NAD 83(1996)-  44 03 18.71916(N)    103 57 44.70853(W) AD(       ) B
 PU2345  ELLIP H (04/18/97) 2137.018  (m)                       GP(       ) 4 1
 PU2345  NAD 83(1993)-  44 03 18.71120(N)    103 57 44.71128(W) AD(       ) 1
 PU2345  NAD 83(1986)-  44 03 18.71364(N)    103 57 44.70273(W) AD(       ) 1
 PU2345  NAD 27      -  44 03 18.78300(N)    103 57 42.95800(W) AD(       ) 1
 PU2345  USSD        -  44 03 19.23000(N)    103 57 42.63200(W) AD(       ) 3
 PU2345  NGVD 29 (06/17/92) 2148.9    (m)  UNKNOWN  model used  GPS OBS        
 PU2345  NGVD 29 (07/19/86) 2147.8    (m)         7047.     (f) VERT ANG       
 PU2345
 PU2345.Superseded values are not recommended for survey control.
 PU2345
 PU2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2345.See file dsdata.pdf to determine how the superseded data were derived.
 PU2345
 PU2345_MARKER: DS = TRIANGULATION STATION DISK
 PU2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2345_STAMPING: CROW 1912
 PU2345_MARK LOGO: CGS
 PU2345_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2345+STABILITY: SURFACE MOTION
 PU2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2345+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1996
 PU2345
 PU2345  HISTORY     - Date     Condition        Report By
 PU2345  HISTORY     - 1912     MONUMENTED       CGS
 PU2345  HISTORY     - 1912     GOOD             CGS
 PU2345  HISTORY     - 1950     GOOD             CGS
 PU2345  HISTORY     - 19911015 GOOD             USFS
 PU2345  HISTORY     - 19960821 GOOD             NGS
 PU2345
 PU2345                          STATION DESCRIPTION
 PU2345
 PU2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 PU2345'ABOUT 3/4 MILE E OF ROAD FROM NEWCASTLE TO DEADWOOD, 2-1/2
 PU2345'MILES S OF WHERE BRANCH OF THAT ROAD TURNS DOWN CASTLE CREEK,
 PU2345'IN SE 1/4 SEC. 10, T 1 N, R 1 E, ON FLAT-TOPPED RIDGE SLOPING
 PU2345'GENTLY IN ALL DIRECTIONS AND COVERED WITH GROWTH OF COTTONWOODS
 PU2345'AND SMALL PINES.  SURFACE MARK IS STANDARD DISK STATION MARK
 PU2345'IN CONCRETE-FILLED GALVANIZED IRON CYLINDER PROJECTING ABOUT
 PU2345'3 INCHES ABOVE GROUND.  UNDERGROUND MARK IS BRASS BOLT IN
 PU2345'CONCRETE BLOCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN
 PU2345'CONCRETE-FILLED, GALVANIZED IRON CYLINDER PROJECTING ABOUT 3 INCHES
 PU2345'ABOVE GROUND, 1.26 METERS (4.1 FEET) BELOW STATION, AND 33.488
 PU2345'METERS (109.87 FEET) FROM STATION S 74 DEG 21 MIN E.
 PU2345'STATION CROWS NEST (USGS) MARKED BY 1-INCH COPPER BOLT IS
 PU2345'2.016 METERS (6.61 FEET) FROM STATION S 77 DEG 56 MIN W.
 PU2345
 PU2345                          STATION RECOVERY (1912)
 PU2345
 PU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912
 PU2345'RECOVERED IN GOOD CONDITION.
 PU2345
 PU2345                          STATION RECOVERY (1950)
 PU2345
 PU2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2345'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 PU2345'IN GOOD CONDITION.  AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 PU2345'ESTABLISHED BY THIS PARTY.  A COMPLETE DESCRIPTION FOLLOWS--
 PU2345'
 PU2345'STATION IS LOCATED ON CROWS NEST BUTTE IN THE BLACK HILLS
 PU2345'NATIONAL FOREST, ABOUT 8 MILES NORTHWEST OF DEERFIELD POST OFFICE,
 PU2345'ABOUT 4.5 MILES EAST OF THE WYOMING-SOUTH DAKOTA STATE LINE,
 PU2345'10 FEET EAST OF A SIGN POST, AND 2.45 FEET (0.746 METERS)
 PU2345'SOUTH OF THE CENTER OF THE BASE OF CROWS NEST LOOKOUT TOWER.
 PU2345'
 PU2345'STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED CROW
 PU2345'1912.
 PU2345'
 PU2345'REFERENCE MARK NO. 1 IS 25 FEET NORTHWEST OF A 24-INCH PINE
 PU2345'TREE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2345'CROW NO 1 1912.
 PU2345'
 PU2345'REFERENCE MARK NO. 2 IS 40 FEET EAST OF A 12-INCH PINE TREE.
 PU2345'THE MARK PROJECTS 1 INCH, AND THE DISK IS STMAPED CROW NO 2
 PU2345'1912.
 PU2345'
 PU2345'AZIMUTH MARK IS 10 FEET SOUTHEAST OF CENTER OF TRACK ROAD AND
 PU2345'2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 7 INCHES,
 PU2345'AND THE DISK IS STAMPED CROW 1912.
 PU2345'
 PU2345'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS SET
 PU2345'IN THE TOPS OF 4-INCH CONCRETE CYLINDERS.  AZIMUTH MARK AND
 PU2345'REFERENCE MARK NO. 2 ARE STANDARD DISKS SET IN THE TOPS OF
 PU2345'12-INCH CONCRETE CYLINDERS.
 PU2345'
 PU2345'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PU2345
 PU2345                          STATION RECOVERY (1991)
 PU2345
 PU2345'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2345'STATION IS LOCATED ABOUT 7.5MI WEST-NORTHWEST OF DEERFIELD LAKE AND
 PU2345'ABOUT 7.75MI NORTH OF MOON CAMPGROUND ON CROWS NEST PEAK IN THE BLACK
 PU2345'HILLS NATL. FOREST.
 PU2345'TO REACH THE STATION FROM THE INTERSECTION OF FOREST SERVICE RD. 017
 PU2345'(PENNINGTON CO. RD. C308 KNOWN AS THE DEERFIELD RD.) AND F.S. RD. 110
 PU2345'(CASTLE CREEK RD.) WHICH IS ABOUT 2MI NORTH OF DEERFIELD LAKE, TAKE F
 PU2345'.S. RD. 110 8.1 MI (13.04 KM) . TO ITS INTERSECTION WITH F.S. RD. 117.
 PU2345'TAKE F.S. RD 117 SOUTH 2.6MI TO THE INTERSECTION OF F.S. RD. 266. A
 PU2345'WOODEN SIGN IS MARKED CROWS NEST PEAK. TAKE RD. 266 EASTERLY .6MI
 PU2345'TO A WIRE GATE. CONTINUE .5MI THEN TURN HARD LEFT ON A 2 TRACK ROAD
 PU2345'WHICH LEADS WESTERLY. TAKE THE 2 TRACK .2 MI (0.32 KM) TO A 100FT X
 PU2345'150 CLEARING. FROM THE NORTHEAST END OF THE CLEARING THE STATION IS
 PU2345'N.55 E. 180 FT. A STEEL POST W/ SURVEY MONUMENT STICKER IS 2 FT. W.
 PU2345
 PU2345                          STATION RECOVERY (1996)
 PU2345
 PU2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2345'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF
 PU2345'DEERFIELD LAKE AND 7.75 MI (12.47 KM) NORTH OF MOON CAMPGROUND, ON
 PU2345'CROWS NEST PEAK IN THE BLACK HILLS NATIONAL FOREST.  OWNERSHIP--U.S.
 PU2345'DEPARTMENT OF THE INTERIOR.  TO REACH THE STATION FROM THE JUNCTION OF
 PU2345'U.S. HIGHWAY 385 AND FOREST SERVICE ROAD 17 (DEERFIELD ROAD) IN HILL
 PU2345'CITY, GO WEST ON FOREST SERVICE ROAD 17 FOR 5.45 MI (8.77 KM) TO THE
 PU2345'JUNCTION OF FOREST SERVICE ROAD 23, BEAR LEFT AND CONTINUE ON ROAD 17
 PU2345'FOR 12.65 MI (20.36 KM) TO THE JUNCTION OF FOREST SERVICE ROAD 110
 PU2345'(WEST DEERFIELD ROAD), TURN LEFT AND GO NORTH ON ROAD 110 FOR 8.1 MI
 PU2345'(13.0 KM) TO THE JUNCTION OF FOREST SERVICE ROAD 117, TURN LEFT AND GO
 PU2345'SOUTHWEST ON ROAD 117 FOR 2.6 MI (4.2 KM) TO THE INTERSECTION OF
 PU2345'FOREST SERVICE ROAD 266 AND A SIGN (CROWS NEST PEAK), TURN LEFT AND GO
 PU2345'EAST ON ROAD 266 FOR 0.6 MI (1.0 KM) TO A WIRE GATE, PASS THROUGH THE
 PU2345'GATE AND CONTINUE 0.5 MI (0.8 KM) TO A TRACK ROAD WEST, TURN HARD LEFT
 PU2345'ONTO THE TRACK ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO A 100 BY
 PU2345'150-FOOT CLEARING AND THE STATION ON THE RIGHT. THE STATION IS SET IN
 PU2345'TOP OF AN 8-INCH ROUND CONCRETE MONUMENT AND IS 30.2 M (99.1 FT)
 PU2345'SOUTHWEST OF REFERENCE MARK 2, AND 0.4 M (1.3 FT) EAST-NORTHEAST OF A
 PU2345'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0401 ***********************************************************************
 QT0401  DESIGNATION -  CROW
 QT0401  PID         -  QT0401
 QT0401  STATE/COUNTY-  SD/PERKINS
 QT0401  COUNTRY     -  US
 QT0401  USGS QUAD   -  HAYNES (2018)
 QT0401
 QT0401                         *CURRENT SURVEY CONTROL
 QT0401  ______________________________________________________________________
 QT0401* NAD 83(1996) POSITION- 45 56 40.89679(N) 102 25 55.90787(W)   ADJUSTED
 QT0401* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 QT0401  ______________________________________________________________________
 QT0401  GEOID HEIGHT    -        -18.188 (meters)                     GEOID18
 QT0401  LAPLACE CORR    -         -7.00  (seconds)                    DEFLEC18
 QT0401  HORZ ORDER      -  FIRST
 QT0401
 QT0401.The horizontal coordinates were established by classical geodetic methods
 QT0401.and adjusted by the National Geodetic Survey in January 1998.
 QT0401
 QT0401.The orthometric height was scaled from a topographic map.
 QT0401
 QT0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0401.GEOID18 height accuracy estimate available here.
 QT0401
 QT0401.Click photographs - Photos may exist for this station.
 QT0401
 QT0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0401
 QT0401. The following values were computed from the NAD 83(1996) position.
 QT0401
 QT0401;                    North         East     Units Scale Factor Converg.
 QT0401;SPC SD N     -   237,467.435   411,423.274   MT  1.00006095   -1 43 16.9
 QT0401;SPC SD N     -   779,091.08  1,349,811.19   sFT  1.00006095   -1 43 16.9
 QT0401;UTM  13      - 5,091,108.818   699,026.853   MT  1.00008699   +1 50 45.6
 QT0401
 QT0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0401!SPC SD N     -   0.99987863  x   1.00006095  =   0.99993957
 QT0401!UTM  13      -   0.99987863  x   1.00008699  =   0.99996561
 QT0401
 QT0401:                Primary Azimuth Mark                     Grid Az
 QT0401:SPC SD N     -  CROW AZ MK                               017 13 37.1
 QT0401:UTM  13      -  CROW AZ MK                               013 39 34.6
 QT0401
 QT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9902691108(NAD 83)
 QT0401
 QT0401|---------------------------------------------------------------------|
 QT0401| PID    Reference Object                     Distance      Geod. Az  |
 QT0401|                                                           dddmmss.s |
 QT0401| CQ8164 CROW AZ MK                                         0153020.2 |
 QT0401| CQ8165 CROW RM 1                            29.720 METERS 11003     |
 QT0401| CQ8166 CROW RM 2                            19.574 METERS 35737     |
 QT0401|---------------------------------------------------------------------|
 QT0401
 QT0401                          SUPERSEDED SURVEY CONTROL
 QT0401
 QT0401  NAD 83(1993)-  45 56 40.88654(N)    102 25 55.90632(W) AD(       ) 1
 QT0401  NAD 83(1986)-  45 56 40.88776(N)    102 25 55.90612(W) AD(       ) 1
 QT0401  NAD 27      -  45 56 40.86500(N)    102 25 54.33100(W) AD(       ) 1
 QT0401
 QT0401.Superseded values are not recommended for survey control.
 QT0401
 QT0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0401.See file dsdata.pdf to determine how the superseded data were derived.
 QT0401
 QT0401_MARKER: DS = TRIANGULATION STATION DISK
 QT0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0401_STAMPING: CROW 1934
 QT0401_MARK LOGO: CGS
 QT0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0401+STABILITY: SURFACE MOTION
 QT0401
 QT0401  HISTORY     - Date     Condition        Report By
 QT0401  HISTORY     - 1934     MONUMENTED       CGS
 QT0401  HISTORY     - 1952     GOOD             CGS
 QT0401
 QT0401                          STATION DESCRIPTION
 QT0401
 QT0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0401'STATION IS LOCATED 2.0 MILES E AND 2.0 MILES S OF HAYNES,
 QT0401'NORTH DAKOTA IN THE NW 1/4 OF SEC. 20, T 128 N, R 14 E.  MARK
 QT0401'IS SET ON TOP OF A GRASSY KNOLL, 110 FEET S OF E-W FENCE.
 QT0401'THERE IS HIGHER GROUND TO THE S OF THE STATION.
 QT0401'
 QT0401'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0401'BRONZE DISKS SET IN CONCRETE.
 QT0401'
 QT0401'REFERENCE MARK NO. 1 IS 29.720 METERS (97.51 FEET) DUE N OF
 QT0401'STATION ON NORTHERN EDGE OF KNOLL.
 QT0401'
 QT0401'REFERENCE MARK NO. 2 IS 19.574 METERS (64.22 FEET) ESE OF STATION
 QT0401'NEAR CENTER OF KNOLL.
 QT0401'
 QT0401'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NNE OF STATION SET IN
 QT0401'N AND S FENCE LINE, 50 FEET E OF CENTER LINE OF N AND S PRAIRIE
 QT0401'ROAD.
 QT0401'
 QT0401'STATION IS REACHED BY GOING E ON U.S. HIGHWAY 12, 1.75 MILES
 QT0401'FROM HAYNES DEPOT, TURN RIGHT AT SECTION LINE ROAD AND GO OVER
 QT0401'TRACKS, TURN RIGHT AND GO 0.15 MILE TO SECTION LINE ROAD, TURN
 QT0401'LEFT (S) ON PRAIRIE ROAD AND GO 0.75 MILE TO FARMYARD.  THEN
 QT0401'TURN RIGHT AND LEFT THROUGH GATE TO PASTURE.  GO E ACROSS
 QT0401'CREEK, TURN RIGHT FOLLOW PRAIRIE (DIM) ROAD S 0.4 MILE TO E
 QT0401'AND W FENCE.  TAKE DOWN FENCE, TURN LEFT (E) AND GO 0.2 MILE
 QT0401'TO STATION.
 QT0401'
 QT0401'HEIGHT OF LIGHT ABOVE STATION MARK - 2.1 METERS.
 QT0401
 QT0401                          STATION RECOVERY (1952)
 QT0401
 QT0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0401'THE STATION AND ALL THE MARKS WERE RECOVERED AND FOUND IN
 QT0401'GOOD CONDITION.  AS U.S. HIGHWAY 12 NOW BY-PASSES HAYNES AND
 QT0401'SOME CHANGES IN THE PRAIRIE ROADS A NEW ROUTING TO THE STATION
 QT0401'IS REQUIRED.  EXCEPT FOR THE ABOVE THE ORIGINAL DESCRIPTION
 QT0401'IS CORRECT AND ADEQUATE.
 QT0401'
 QT0401'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HAYNES, GO EAST
 QT0401'ON OLD U.S. HIGHWAY 12 FOR 1.5 MILES TO A SIDE ROAD JUST SOUTH
 QT0401'OF A RANCH HOUSE, TURN RIGHT AND GO SOUTH 0.1 MILE TO A SIDE
 QT0401'ROAD LEADING EAST, TURN LEFT AND GO EAST 0.5 MILE TO A SECTION
 QT0401'LINE ROAD, TURN RIGHT AND GO SOUTH 0.5 MILE TO THE AZIMUTH
 QT0401'MARK ON THE LEFT, CONTINUE SOUTH 0.25 MILE TO THE RANCH HOUSE
 QT0401'OF MR. BENSON.  FROM THE RANCH HOUSE GO SOUTH ACROSS PRAIRIE
 QT0401'LAND, AVOIDING CULTIVATED FIELDS, FOR 0.8 MILE TO THE STATION.
 QT0401'
 QT0401'THE STATION WAS NOT OCCUPIED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0523 ***********************************************************************
 QT0523  DESIGNATION -  CROW BUTTE
 QT0523  PID         -  QT0523
 QT0523  STATE/COUNTY-  SD/HARDING
 QT0523  COUNTRY     -  US
 QT0523  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0523
 QT0523                         *CURRENT SURVEY CONTROL
 QT0523  ______________________________________________________________________
 QT0523* NAD 83(1996) POSITION- 45 13 35.40598(N) 103 33 19.18925(W)   ADJUSTED
 QT0523* NAVD 88 ORTHO HEIGHT -  1006.    (meters)     3301.    (feet) SCALED
 QT0523  ______________________________________________________________________
 QT0523  GEOID HEIGHT    -        -16.240 (meters)                     GEOID18
 QT0523  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 QT0523  HORZ ORDER      -  SECOND
 QT0523
 QT0523.The horizontal coordinates were established by classical geodetic methods
 QT0523.and adjusted by the National Geodetic Survey in January 1998.
 QT0523
 QT0523.The orthometric height was scaled from a topographic map.
 QT0523
 QT0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0523.GEOID18 height accuracy estimate available here.
 QT0523
 QT0523.Click photographs - Photos may exist for this station.
 QT0523
 QT0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0523
 QT0523. The following values were computed from the NAD 83(1996) position.
 QT0523
 QT0523;                    North         East     Units Scale Factor Converg.
 QT0523;SPC SD N     -   160,943.065   320,885.559   MT  0.99994378   -2 30 58.5
 QT0523;SPC SD N     -   528,027.37  1,052,772.04   sFT  0.99994378   -2 30 58.5
 QT0523;UTM  13      - 5,009,127.486   613,412.488   MT  0.99975815   +1 01 32.4
 QT0523
 QT0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0523!SPC SD N     -   0.99984477  x   0.99994378  =   0.99978856
 QT0523!UTM  13      -   0.99984477  x   0.99975815  =   0.99960296
 QT0523
 QT0523:                Primary Azimuth Mark                     Grid Az
 QT0523:SPC SD N     -  C 26                                     172 00 58.0
 QT0523:UTM  13      -  C 26                                     168 28 27.1
 QT0523
 QT0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1341209127(NAD 83)
 QT0523
 QT0523|---------------------------------------------------------------------|
 QT0523| PID    Reference Object                     Distance      Geod. Az  |
 QT0523|                                                           dddmmss.s |
 QT0523| CQ8170 CROW BUTTE RM 1                       8.304 METERS 15718     |
 QT0523| QT0294 C 26                                               1692959.5 |
 QT0523| CQ8171 CROW BUTTE RM 2                      10.357 METERS 26849     |
 QT0523|---------------------------------------------------------------------|
 QT0523
 QT0523                          SUPERSEDED SURVEY CONTROL
 QT0523
 QT0523  NAD 83(1993)-  45 13 35.40076(N)    103 33 19.18558(W) AD(       ) 2
 QT0523  NAD 83(1986)-  45 13 35.39558(N)    103 33 19.18366(W) AD(       ) 2
 QT0523  NAD 27      -  45 13 35.42900(N)    103 33 17.50100(W) AD(       ) 2
 QT0523
 QT0523.Superseded values are not recommended for survey control.
 QT0523
 QT0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0523.See file dsdata.pdf to determine how the superseded data were derived.
 QT0523
 QT0523_MARKER: DS = TRIANGULATION STATION DISK
 QT0523_SETTING: 80 = SET IN A BOULDER
 QT0523_STAMPING: CROW BUTTE 1952
 QT0523_MARK LOGO: CGS
 QT0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0523+STABILITY: SURFACE MOTION
 QT0523
 QT0523  HISTORY     - Date     Condition        Report By
 QT0523  HISTORY     - 1952     MONUMENTED       CGS
 QT0523
 QT0523                          STATION DESCRIPTION
 QT0523
 QT0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0523'THE STATION IS IN SECTION 31, T 15 N, R 5 E, ON THE SUMMIT OF
 QT0523'THE HIGHEST ONE OF THREE BUTTES LOCALLY KNOWN AS CROW BUTTES,
 QT0523'ABOUT 18 MILES NORTH AND 6-1/4 MILES WEST OF THE CASTLE ROCK
 QT0523'POST OFFICE, 4 MILES SOUTH OF REDIG, 2.25 MILES NORTH OF THE
 QT0523'JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 79, 0.85 MILE
 QT0523'NORTH OF THE BUTTE-HARDING COUNTY LINE AND 0.3 MILE WEST OF
 QT0523'U.S. HIGHWAY 85.
 QT0523'
 QT0523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 QT0523'85, 1/2 MILE NORTH OF BELLE FOURCHE, GO NORTH AND EAST ON U.S.
 QT0523'HIGHWAY 85 FOR 46.4 MILES TO THE JUNCTION OF U.S. HIGHWAY 85
 QT0523'AND STATE HIGHWAY 79, CONTINUE NORTHERLY ON U.S. HIGHWAY 85 FOR
 QT0523'0.2 MILE TO THE BENCH MARK (AZIMUTH MARK) ON THE LEFT AS
 QT0523'DESCRIBED BELOW, CONTINUE NORTHERLY ON THE HIGHWAY FOR 0.7 MILE
 QT0523'TO A TRACK ROAD ON THE LEFT, TURN LEFT, GO THROUGH GATE
 QT0523'AND GO NORTHWEST FOR 0.25 MILE, THENCE RIGHT ACROSS
 QT0523'PASTURE LAND (NORTHERLY) FOR 1 MILE TO THE END OF TRUCK
 QT0523'TRAVEL AT THE SOUTHWEST BASE OF THE BUTTE.  PACK NORTHEASTERLY TO
 QT0523'THE TOP AND STATION.  A 30-MINUTES PACK.
 QT0523'
 QT0523'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QT0523'IN THE TOP CENTER OF A HUGE BOULDER.  THE BOULDER PROTRUDES ABOUT
 QT0523'10 FEET AND THE DISK IS STAMPED CROW BUTTE 1952.
 QT0523'
 QT0523'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QT0523'IN OUTCROPPING BEDROCK ON THE EAST RIM OF THE BUTTE.  THE MARK
 QT0523'IS STAMPED CROW BUTTE NO 1 1952.
 QT0523'
 QT0523'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QT0523'THE TOP OF A LARGE BOULDER ON THE WEST RIM OF THE BUTTE.  THE
 QT0523'BOULDER PROTRUDES ABOUT 6 FEET AND THE DISK IS STAMPED CROW
 QT0523'BUTTE NO 2 1952.
 QT0523'
 QT0523'U.S. COAST AND GEODETIC SURVEY BENCH MARK C 26 WAS USED AS THE
 QT0523'AZIMUTH MARK.  IT IS 45 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 QT0523'85, 2 FEET EAST OF A WIRE OF A WIRE FENCE AND 1 FOOT NORTHEAST
 QT0523'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS A STANDARD
 QT0523'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST, THAT
 QT0523'PROJECTS 2 INCHES AND THE DISK IS STAMPED C 26 1934.
 QT0523'
 QT0523'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0684 ***********************************************************************
 PS0684  DESIGNATION -  CROW RESET
 PS0684  PID         -  PS0684
 PS0684  STATE/COUNTY-  SD/HAND
 PS0684  COUNTRY     -  US
 PS0684  USGS QUAD   -  MILLER DALE COLONY SW (2017)
 PS0684
 PS0684                         *CURRENT SURVEY CONTROL
 PS0684  ______________________________________________________________________
 PS0684* NAD 83(1996) POSITION- 44 16 47.05860(N) 099 12 20.82001(W)   ADJUSTED
 PS0684* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 PS0684  ______________________________________________________________________
 PS0684  GEOID HEIGHT    -        -24.531 (meters)                     GEOID18
 PS0684  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 PS0684  HORZ ORDER      -  THIRD
 PS0684
 PS0684.The horizontal coordinates were established by classical geodetic methods
 PS0684.and adjusted by the National Geodetic Survey in January 1998.
 PS0684
 PS0684.The orthometric height was scaled from a topographic map.
 PS0684
 PS0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0684.GEOID18 height accuracy estimate available here.
 PS0684
 PS0684.Click photographs - Photos may exist for this station.
 PS0684
 PS0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0684
 PS0684. The following values were computed from the NAD 83(1996) position.
 PS0684
 PS0684;                    North         East     Units Scale Factor Converg.
 PS0684;SPC SD N     -    49,917.084   663,401.860   MT  1.00002905   +0 33 43.6
 PS0684;SPC SD N     -   163,769.63  2,176,510.94   sFT  1.00002905   +0 33 43.6
 PS0684;SPC SD S     -   216,847.435   690,005.348   MT  0.99997350   +0 46 40.2
 PS0684;SPC SD S     -   711,440.29  2,263,792.55   sFT  0.99997350   +0 46 40.2
 PS0684;UTM  14      - 4,902,964.131   483,579.218   MT  0.99960332   -0 08 37.2
 PS0684
 PS0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0684!SPC SD N     -   0.99991254  x   1.00002905  =   0.99994159
 PS0684!SPC SD S     -   0.99991254  x   0.99997350  =   0.99988604
 PS0684!UTM  14      -   0.99991254  x   0.99960332  =   0.99951589
 PS0684
 PS0684:                Primary Azimuth Mark                     Grid Az
 PS0684:SPC SD N     -  CROW AZ MK                               002 35 06.8
 PS0684:SPC SD S     -  CROW AZ MK                               002 22 10.2
 PS0684:UTM  14      -  CROW AZ MK                               003 17 27.6
 PS0684
 PS0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8357902964(NAD 83)
 PS0684
 PS0684|---------------------------------------------------------------------|
 PS0684| PID    Reference Object                     Distance      Geod. Az  |
 PS0684|                                                           dddmmss.s |
 PS0684| CO5503 CROW RM 2                            16.230 METERS 00230     |
 PS0684| CO5501 CROW AZ MK                                         0030850.4 |
 PS0684| CO5502 CROW RM 1                            23.900 METERS 07100     |
 PS0684| CO5504 CROW RM 3                            15.756 METERS 20244     |
 PS0684| CO5505 CROW RM 4                            14.810 METERS 33548     |
 PS0684|---------------------------------------------------------------------|
 PS0684
 PS0684                          SUPERSEDED SURVEY CONTROL
 PS0684
 PS0684  NAD 83(1986)-  44 16 47.05653(N)    099 12 20.82673(W) AD(       ) 3
 PS0684  NAD 27      -  44 16 47.10600(N)    099 12 19.45700(W) AD(       ) 3
 PS0684
 PS0684.Superseded values are not recommended for survey control.
 PS0684
 PS0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0684.See file dsdata.pdf to determine how the superseded data were derived.
 PS0684
 PS0684_MARKER: DS = TRIANGULATION STATION DISK
 PS0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0684_STAMPING: CROW 1951 1970
 PS0684_MARK LOGO: CGS
 PS0684_PROJECTION: RECESSED 20 CENTIMETERS
 PS0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0684+STABILITY: SURFACE MOTION
 PS0684
 PS0684  HISTORY     - Date     Condition        Report By
 PS0684  HISTORY     - 1951     MONUMENTED       CGS
 PS0684  HISTORY     - 1970     GOOD             BOR
 PS0684  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PS0684
 PS0684                          STATION DESCRIPTION
 PS0684
 PS0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0684'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTH OF REE HEIGHTS,
 PS0684'5-1/2 MILES NORTH OF THE BUFFALO-HAND COUNTY LINE AND ON THE WEST
 PS0684'SIDE OF A GRAVELED ROAD.  IT IS 39 FEET WEST OF THE CENTERLINE
 PS0684'OF THE ROAD, 6 FEET SOUTHWEST OF A WITNESS POST AND 4.5 FEET
 PS0684'NORTHWEST OF A HIGHLINE POLE WITH A TRIANGLE BLAZE.  THE MARK
 PS0684'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PS0684'CROW 1951.
 PS0684'
 PS0684'REFERENCE MARK NO. 1 IS 36 FEET EAST OF THE CENTERLINE OF THE
 PS0684'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF THE
 PS0684'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PS0684'IS STAMPED CROW NO 1 1951.
 PS0684'
 PS0684'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTERLINE OF THE
 PS0684'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CROW
 PS0684'NO 2 1951.
 PS0684'
 PS0684'AZIMUTH MARK IS 36 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 PS0684'35 FEET NORTH OF THE CENTERLINE OF AN EAST AND WEST TRACK ROAD,
 PS0684'3 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A WITNESS
 PS0684'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CROW
 PS0684'1951.
 PS0684'
 PS0684'TO REACH FROM THE POST OFFICE IN REE HEIGHTS, GO SOUTH 0.1 MILE
 PS0684'TO CROSS STREETS, TURN RIGHT (WEST) 0.2 MILE TO CROSSROADS,
 PS0684'TURN LEFT (SOUTH) ON MAIN GRAVELED ROAD FOR 10.4 MILES TO A SIDE
 PS0684'ROAD LEFT AND SIGN EXCEL RANCH HEADQUARTERS), CONTINUE SOUTH ON
 PS0684'GRAVELED ROAD 6.0 MILES TO CROSSROADS AND THE AZIMUTH MARK IN
 PS0684'THE NORTHEAST ANGLE OF THE ROADS.  CONTINUE SOUTH 0.3 MILE TO
 PS0684'THE STATION ON THE RIGHT.
 PS0684'
 PS0684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0684
 PS0684                          STATION RECOVERY (1970)
 PS0684
 PS0684'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1970 (DLM)
 PS0684'CROW 1951-TRIANGULATION STATION AND AZIMUTH MARKER FOUND TO
 PS0684'BE IN GOOD CONDITION.
 PS0684'
 PS0684'NEW COUNTY ROAD BEING BUILT IN VICINITY OF THIS TRIANGULATION
 PS0684'STATION AND EAST REFRENCE MARKER 1 WILL HAVE TO BE REMOVED.
 PS0684'REFRENCE MARKER 2 AND STATION WILL NOT BE DESTROYED.  AZIMUTH
 PS0684'MARKER IN GOOD CONDITION AND WILL NOT BE DESTROYED.
 PS0684
 PS0684                          STATION RECOVERY (1970)
 PS0684
 PS0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PS0684'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE FOUND
 PS0684'IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND IN POOR
 PS0684'CONDITION, PROTRUDING ABOVE THE GROUND ABOUT 1-1/2 FEET.
 PS0684'REFERENCE MARK NO. 1 WAS FOUND LYING ON THE SHOULDER OF THE ROAD,
 PS0684'REFERENCE MARK NO. 2 WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN
 PS0684'DESTROYED BY HIGHWAY IMPROVEMENTS.  THE UNDERGROUND STATION MARK
 PS0684'WAS LOWERED, AND A NEW SURFACE STATION MARK WAS SET 8-INCHES
 PS0684'BELOW GROUND SURFACE.  REFERENCE MARKS NO. 3 AND NO. 4 WERE
 PS0684'SET.
 PS0684'
 PS0684'A NEW DESCRIPTION FOLLOWS--
 PS0684'
 PS0684'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTH OF REE HEIGHTS,
 PS0684'5-1/2 MILES NORTH OF THE BUFFALO-HAND COUNTY LINE, ON THE WEST
 PS0684'SIDE OF A GRAVELED ROAD, AT THE CREST OF A LOW RIDGE, IN THE
 PS0684'DITCH LINE.  THE REFERENCE MARKS ARE SET ON PROPERTY OWNED BY
 PS0684'MR. DONNY REIMER.
 PS0684'
 PS0684'THE STATION MARK IS A STANDARD DISK STAMPED CROW 1951 1970,
 PS0684'SET IN A CONCRETE MONUMENT 8-INCHES BELOW GROUND SURFACE.  IT
 PS0684'IS 39 FEET WEST OF THE CENTER OF THE ROAD, AND 25 FEET NORTHEAST
 PS0684'OF A POWER POLE.
 PS0684'
 PS0684'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CROW 1951 NO 3
 PS0684'1970, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PS0684'IT IS 59 FEET WEST OF THE CENTER OF THE ROAD, 32 FEET SOUTH
 PS0684'OF THE POWER POLE, AND 1.1 FOOT WEST OF A METAL WITNESS POST.
 PS0684'
 PS0684'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CROW 1951 NO
 PS0684'4 1970, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PS0684'IT IS 60 FEET NORTH OF THE POWER POLE, 59 FEET WEST OF THE CENTER
 PS0684'OF THE ROAD, AND 1.0 FOOT WEST OF A METAL WITNESS POST.
 PS0684'
 PS0684'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROW 1951, SET IN
 PS0684'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 37 FEET
 PS0684'EAST OF THE CENTER OF THE COUNTY ROAD, 35 FEET NORTH OF THE CENTER
 PS0684'OF A TRACK ROAD EAST, 13 FEET WEST OF A FENCE CORNER, AND 1.2
 PS0684'FEET NORTHWEST OF A METAL WITNESS POST.
 PS0684'
 PS0684'TO REACH THE STATION FROM THE POST OFFICE IN REE HEIGHTS, GO SOUTH
 PS0684'0.1 MILE TO A CROSS STREET, TURN RIGHT AND GO WEST 0.2 MILE TO
 PS0684'A LONG CURVE SOUTH, BEAR LEFT AND GO SOUTH ON COUNTY ROAD FOR
 PS0684'16.9 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON
 PS0684'THE LEFT, CONTINUE STRAIGHT AHEAD SOUTH FOR 0.3 MILE TO THE
 PS0684'TOP OF LOW RIDGE AND THE STATION ON THE RIGHT AS DESCRIBED.
 PS0684'
 PS0684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2 MILES
 PS0684'SOUTH OF REE HEIGHTS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1812 ***********************************************************************
 PU1812  DESIGNATION -  CROW RM 1
 PU1812  PID         -  PU1812
 PU1812  STATE/COUNTY-  SD/BUTTE
 PU1812  COUNTRY     -  US
 PU1812  USGS QUAD   -  MUD BUTTES (2017)
 PU1812
 PU1812                         *CURRENT SURVEY CONTROL
 PU1812  ______________________________________________________________________
 PU1812* NAD 83(1986) POSITION- 44 51 16.95   (N) 103 51 35.48   (W)   HD_HELD1
 PU1812* NAVD 88 ORTHO HEIGHT -   941.488 (meters)     3088.87  (feet) ADJUSTED
 PU1812  ______________________________________________________________________
 PU1812  GEOID HEIGHT    -        -15.692 (meters)                     GEOID18
 PU1812  DYNAMIC HEIGHT  -        941.240 (meters)     3088.05  (feet) COMP
 PU1812  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PU1812
 PU1812  VERT ORDER      -  SECOND    CLASS 0
 PU1812
 PU1812.The horizontal coordinates were determined by differentially corrected
 PU1812.hand held GPS observations or other comparable positioning techniques
 PU1812.and have an estimated accuracy of +/- 3 meters.
 PU1812
 PU1812.The orthometric height was determined by differential leveling and
 PU1812.adjusted by the NATIONAL GEODETIC SURVEY
 PU1812.in June 1991.
 PU1812
 PU1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1812.GEOID18 height accuracy estimate available here.
 PU1812
 PU1812.Click photographs - Photos may exist for this station.
 PU1812
 PU1812.The dynamic height is computed by dividing the NAVD 88
 PU1812.geopotential number by the normal gravity value computed on the
 PU1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1812.degrees latitude (g = 980.6199 gals.).
 PU1812
 PU1812.The modeled gravity was interpolated from observed gravity values.
 PU1812
 PU1812;                    North         East    Units  Estimated Accuracy
 PU1812;SPC SD N     -   120,769.0     295,026.8     MT  (+/- 3 meters HH1 GPS) 
 PU1812
 PU1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9008767442(NAD 83)
 PU1812
 PU1812                          SUPERSEDED SURVEY CONTROL
 PU1812
 PU1812  NGVD 29 (??/??/92)  941.006  (m)         3087.28   (f) ADJ UNCH    2 0
 PU1812
 PU1812.Superseded values are not recommended for survey control.
 PU1812
 PU1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1812.See file dsdata.pdf to determine how the superseded data were derived.
 PU1812
 PU1812_MARKER: DR = REFERENCE MARK DISK
 PU1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1812_STAMPING: CROW NO 1 1962
 PU1812_MARK LOGO: CGS
 PU1812_PROJECTION: FLUSH
 PU1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1812+STABILITY: SURFACE MOTION
 PU1812
 PU1812  HISTORY     - Date     Condition        Report By
 PU1812  HISTORY     - 1962     MONUMENTED       CGS
 PU1812
 PU1812                          STATION DESCRIPTION
 PU1812
 PU1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1812'13.5 MI NW FROM BELLE FOURCHE.
 PU1812'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1812'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 1.8
 PU1812'MILES NORTHWEST ALONG A GRAVELED ROAD, ON THE CREST OF A HILL
 PU1812'IN SECTION 3, T 10 N, R 2 E, 125 FEET NORTHEAST OF THE CENTER
 PU1812'LINE OF THE ROAD, 88 FEET NORTHEAST OF A FENCE, 33.8 FEET
 PU1812'EAST-NORTHEAST OF CROW 1962, ABOUT 8 FEET ABOVE THE LEVEL OF
 PU1812'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU1812'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1813 ***********************************************************************
 PU1813  DESIGNATION -  CROW RM 2
 PU1813  PID         -  PU1813
 PU1813  STATE/COUNTY-  SD/BUTTE
 PU1813  COUNTRY     -  US
 PU1813  USGS QUAD   -  MUD BUTTES (2017)
 PU1813
 PU1813                         *CURRENT SURVEY CONTROL
 PU1813  ______________________________________________________________________
 PU1813* NAD 83(1986) POSITION- 44 51 17.19   (N) 103 51 36.17   (W)   HD_HELD1
 PU1813* NAVD 88 ORTHO HEIGHT -   941.760 (meters)     3089.76  (feet) ADJUSTED
 PU1813  ______________________________________________________________________
 PU1813  GEOID HEIGHT    -        -15.692 (meters)                     GEOID18
 PU1813  DYNAMIC HEIGHT  -        941.512 (meters)     3088.94  (feet) COMP
 PU1813  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PU1813
 PU1813  VERT ORDER      -  SECOND    CLASS 0
 PU1813
 PU1813.The horizontal coordinates were determined by differentially corrected
 PU1813.hand held GPS observations or other comparable positioning techniques
 PU1813.and have an estimated accuracy of +/- 3 meters.
 PU1813
 PU1813.The orthometric height was determined by differential leveling and
 PU1813.adjusted by the NATIONAL GEODETIC SURVEY
 PU1813.in June 1991.
 PU1813
 PU1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1813.GEOID18 height accuracy estimate available here.
 PU1813
 PU1813.Click photographs - Photos may exist for this station.
 PU1813
 PU1813.The dynamic height is computed by dividing the NAVD 88
 PU1813.geopotential number by the normal gravity value computed on the
 PU1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1813.degrees latitude (g = 980.6199 gals.).
 PU1813
 PU1813.The modeled gravity was interpolated from observed gravity values.
 PU1813
 PU1813;                    North         East    Units  Estimated Accuracy
 PU1813;SPC SD N     -   120,777.1     295,012.0     MT  (+/- 3 meters HH1 GPS) 
 PU1813
 PU1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9007267449(NAD 83)
 PU1813
 PU1813                          SUPERSEDED SURVEY CONTROL
 PU1813
 PU1813  NGVD 29 (??/??/92)  941.278  (m)         3088.18   (f) ADJ UNCH    2 0
 PU1813
 PU1813.Superseded values are not recommended for survey control.
 PU1813
 PU1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1813.See file dsdata.pdf to determine how the superseded data were derived.
 PU1813
 PU1813_MARKER: DR = REFERENCE MARK DISK
 PU1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1813_STAMPING: CROW NO 2 1962
 PU1813_MARK LOGO: CGS
 PU1813_PROJECTION: FLUSH
 PU1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1813+STABILITY: SURFACE MOTION
 PU1813
 PU1813  HISTORY     - Date     Condition        Report By
 PU1813  HISTORY     - 1962     MONUMENTED       CGS
 PU1813
 PU1813                          STATION DESCRIPTION
 PU1813
 PU1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1813'13.5 MI NW FROM BELLE FOURCHE.
 PU1813'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1813'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 1.8
 PU1813'MILES NORTHWEST ALONG A GRAVELED ROAD, ON THE CREST OF A HILL
 PU1813'IN SECTION 3, T 10 N, R 2 E, 91 FEET NORTHEAST OF THE CENTER
 PU1813'LINE OF THE ROAD, 54 FEET NORTHEAST OF A FENCE, 31.1 FEET NORTHWEST
 PU1813'OF CROW 1962, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PU1813'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2344 ***********************************************************************
 PU2344  DESIGNATION -  CROWS NEST
 PU2344  PID         -  PU2344
 PU2344  STATE/COUNTY-  SD/PENNINGTON
 PU2344  COUNTRY     -  US
 PU2344  USGS QUAD   -  CROWS NEST PEAK (2017)
 PU2344
 PU2344                         *CURRENT SURVEY CONTROL
 PU2344  ______________________________________________________________________
 PU2344* NAD 83(1996) POSITION- 44 03 18.70549(N) 103 57 44.79714(W)   ADJUSTED
 PU2344* NAVD 88 ORTHO HEIGHT -  2148.6   (meters)     7049.    (feet) VERTCON3
 PU2344  ______________________________________________________________________
 PU2344  GEOID HEIGHT    -        -12.583 (meters)                     GEOID18
 PU2344  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 PU2344  HORZ ORDER      -  SECOND
 PU2344
 PU2344.The horizontal coordinates were established by classical geodetic methods
 PU2344.and adjusted by the National Geodetic Survey in January 1998.
 PU2344
 PU2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2344
 PU2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2344.GEOID18 height accuracy estimate available here.
 PU2344
 PU2344.Click photographs - Photos may exist for this station.
 PU2344
 PU2344.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2344
 PU2344. The following values were computed from the NAD 83(1996) position.
 PU2344
 PU2344;                    North         East     Units Scale Factor Converg.
 PU2344;SPC SD S     -   197,639.493   309,304.025   MT  0.99993590   -2 30 12.8
 PU2344;SPC SD S     -   648,422.24  1,014,774.96   sFT  0.99993590   -2 30 12.8
 PU2344;SPC WY E     -   395,587.057   296,490.773   MT  1.00005197   +0 50 14.7
 PU2344;SPC WY E     - 1,297,855.20    972,736.81   sFT  1.00005197   +0 50 14.7
 PU2344;UTM  13      - 4,878,526.641   583,108.158   MT  0.99968495   +0 43 17.4
 PU2344
 PU2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2344!SPC SD S     -   0.99966518  x   0.99993590  =   0.99960110
 PU2344!SPC WY E     -   0.99966518  x   1.00005197  =   0.99971713
 PU2344!UTM  13      -   0.99966518  x   0.99968495  =   0.99935024
 PU2344
 PU2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8310878526(NAD 83)
 PU2344
 PU2344                          SUPERSEDED SURVEY CONTROL
 PU2344
 PU2344  NAD 83(1993)-  44 03 18.69753(N)    103 57 44.79985(W) AD(       ) 2
 PU2344  NAD 83(1986)-  44 03 18.69997(N)    103 57 44.79130(W) AD(       ) 2
 PU2344  NAD 27      -  44 03 18.77000(N)    103 57 43.05000(W) AD(       ) 2
 PU2344  USSD        -  44 03 19.21600(N)    103 57 42.72100(W) AD(       ) 3
 PU2344  NGVD 29 (07/19/86) 2147.8    (m)         7047.     (f) VERT ANG       
 PU2344
 PU2344.Superseded values are not recommended for survey control.
 PU2344
 PU2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2344.See file dsdata.pdf to determine how the superseded data were derived.
 PU2344
 PU2344_MARKER: B = BOLT
 PU2344_SETTING: 0 = UNSPECIFIED SETTING
 PU2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2344
 PU2344  HISTORY     - Date     Condition        Report By
 PU2344  HISTORY     - 1912     MONUMENTED       USGS
 PU2344
 PU2344                          STATION DESCRIPTION
 PU2344
 PU2344'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 PU2344'STATION CROWS NEST (USGS) MARKED BY 1-INCH COPPER BOLT IS
 PU2344'2.016 METERS (6.61 FEET) FROM STATION CROW S 77 DEG 56 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2343 ***********************************************************************
 PU2343  DESIGNATION -  CROWS NEST LOOKOUT TOWER 1950
 PU2343  PID         -  PU2343
 PU2343  STATE/COUNTY-  SD/PENNINGTON
 PU2343  COUNTRY     -  US
 PU2343  USGS QUAD   -  CROWS NEST PEAK (2017)
 PU2343
 PU2343                         *CURRENT SURVEY CONTROL
 PU2343  ______________________________________________________________________
 PU2343* NAD 83(1996) POSITION- 44 03 18.74246(N) 103 57 44.71728(W)   ADJUSTED
 PU2343  ______________________________________________________________________
 PU2343  GEOID HEIGHT    -        -12.583 (meters)                     GEOID18
 PU2343  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 PU2343  HORZ ORDER      -  THIRD
 PU2343
 PU2343.The horizontal coordinates were established by classical geodetic methods
 PU2343.and adjusted by the National Geodetic Survey in January 1998.
 PU2343
 PU2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2343.GEOID18 height accuracy estimate available here.
 PU2343
 PU2343.Click photographs - Photos may exist for this station.
 PU2343
 PU2343.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2343
 PU2343. The following values were computed from the NAD 83(1996) position.
 PU2343
 PU2343;                    North         East     Units Scale Factor Converg.
 PU2343;SPC SD S     -   197,640.556   309,305.851   MT  0.99993590   -2 30 12.7
 PU2343;SPC SD S     -   648,425.72  1,014,780.95   sFT  0.99993590   -2 30 12.7
 PU2343;SPC WY E     -   395,588.224   296,492.533   MT  1.00005197   +0 50 14.8
 PU2343;SPC WY E     - 1,297,859.03    972,742.59   sFT  1.00005197   +0 50 14.8
 PU2343;UTM  13      - 4,878,527.804   583,109.921   MT  0.99968495   +0 43 17.5
 PU2343
 PU2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8310978527(NAD 83)
 PU2343
 PU2343                          SUPERSEDED SURVEY CONTROL
 PU2343
 PU2343  NAD 83(1993)-  44 03 18.73445(N)    103 57 44.72004(W) AD(       ) 3
 PU2343  NAD 83(1986)-  44 03 18.73698(N)    103 57 44.71139(W) AD(       ) 3
 PU2343  NAD 27      -  44 03 18.80600(N)    103 57 42.96700(W) AD(       ) 3
 PU2343
 PU2343.Superseded values are not recommended for survey control.
 PU2343
 PU2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2343.See file dsdata.pdf to determine how the superseded data were derived.
 PU2343
 PU2343_MARKER: 57 = LOOKOUT TOWER
 PU2343
 PU2343  HISTORY     - Date     Condition        Report By
 PU2343  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2343
 PU2343                          STATION DESCRIPTION
 PU2343
 PU2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2343'TOWER IS BUILT OVER TRIANGULATION STATION CROW, ON CROWS NEST
 PU2343'BUTTE IN THE BLACK HILLS NATIONAL FOREST, ABOUT 8 MILES NORTHWEST
 PU2343'OF DEERFIELD POST OFFICE, AND ABOUT 4.5 MILES EAST OF THE
 PU2343'WYOMING-SOUTH DAKOTA STATE LINE.
 PU2343'
 PU2343'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 70 FEET HIGH, WITH A
 PU2343'SCREENED-IN LOOKOUT ON THE TOP.
 PU2343'
 PU2343'THE POINT INTERSECTED WAS THE CENTER OF THE BASE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7993 ***********************************************************************
 AC7993  CBN         -  This is a Cooperative Base Network Control Station.
 AC7993  DESIGNATION -  CSPARP
 AC7993  PID         -  AC7993
 AC7993  STATE/COUNTY-  SD/CUSTER
 AC7993  COUNTRY     -  US
 AC7993  USGS QUAD   -  BUTCHER HILL (2017)
 AC7993
 AC7993                         *CURRENT SURVEY CONTROL
 AC7993  ______________________________________________________________________
 AC7993* NAD 83(2011) POSITION- 43 43 46.94839(N) 103 21 16.40367(W)   ADJUSTED
 AC7993* NAD 83(2011) ELLIP HT-  1199.306 (meters)        (06/27/12)   ADJUSTED
 AC7993* NAD 83(2011) EPOCH   -  2010.00
 AC7993* NAVD 88 ORTHO HEIGHT -  1214.6   (meters)     3985.    (feet) GPS OBS
 AC7993  ______________________________________________________________________
 AC7993  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7993  GEOID HEIGHT    -        -15.203 (meters)                     GEOID96
 AC7993  GEOID HEIGHT    -        -15.260 (meters)                     GEOID18
 AC7993  NAD 83(2011) X  - -1,066,453.074 (meters)                     COMP
 AC7993  NAD 83(2011) Y  - -4,492,303.261 (meters)                     COMP
 AC7993  NAD 83(2011) Z  -  4,387,268.265 (meters)                     COMP
 AC7993  LAPLACE CORR    -        -17.50  (seconds)                    DEFLEC18
 AC7993
 AC7993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7993  Standards:
 AC7993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7993  -------------------------------------------------------------------
 AC7993  NETWORK    0.87   2.10           0.40   0.29   1.07     -0.06076945
 AC7993  -------------------------------------------------------------------
 AC7993  Click here for local accuracies and other accuracy information.
 AC7993
 AC7993.The horizontal coordinates were established by GPS observations
 AC7993.and adjusted by the National Geodetic Survey in June 2012.
 AC7993
 AC7993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7993.been affixed to the stable North American tectonic plate. See 
 AC7993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7993
 AC7993.The horizontal coordinates are valid at the epoch date displayed above
 AC7993.which is a decimal equivalence of Year/Month/Day.
 AC7993
 AC7993.The orthometric height was determined by GPS observations and a
 AC7993.high-resolution geoid model.
 AC7993
 AC7993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7993.GEOID18 height accuracy estimate available here.
 AC7993
 AC7993.Click photographs - Photos may exist for this station.
 AC7993
 AC7993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7993
 AC7993.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7993
 AC7993.The ellipsoidal height was determined by GPS observations
 AC7993.and is referenced to NAD 83.
 AC7993
 AC7993. The following values were computed from the NAD 83(2011) position.
 AC7993
 AC7993;                    North         East     Units Scale Factor Converg.
 AC7993;SPC SD S     -   159,551.766   356,657.702   MT  0.99990875   -2 05 03.1
 AC7993;SPC SD S     -   523,462.75  1,170,134.48   sFT  0.99990875   -2 05 03.1
 AC7993;UTM  13      - 4,843,168.373   632,520.221   MT  0.99981601   +1 08 15.3
 AC7993
 AC7993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7993!SPC SD S     -   0.99981197  x   0.99990875  =   0.99972074
 AC7993!UTM  13      -   0.99981197  x   0.99981601  =   0.99962802
 AC7993
 AC7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3252043168(NAD 83)
 AC7993
 AC7993                          SUPERSEDED SURVEY CONTROL
 AC7993
 AC7993  NAD 83(2007)-  43 43 46.94824(N)    103 21 16.40480(W) AD(2002.00) 0
 AC7993  ELLIP H (02/10/07) 1199.334  (m)                       GP(2002.00)    
 AC7993  ELLIP H (04/15/04) 1199.322  (m)                       GP(       ) 2 1
 AC7993  NAD 83(1996)-  43 43 46.94752(N)    103 21 16.40487(W) AD(       ) B
 AC7993  ELLIP H (04/18/97) 1199.374  (m)                       GP(       ) 4 1
 AC7993
 AC7993.Superseded values are not recommended for survey control.
 AC7993
 AC7993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7993.See file dsdata.pdf to determine how the superseded data were derived.
 AC7993
 AC7993_MARKER: Z = SEE DESCRIPTION
 AC7993_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7993_STAMPING: CSPARP 1996
 AC7993_MARK LOGO: NGS
 AC7993_PROJECTION: FLUSH
 AC7993_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7993+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 AC7993_ROD/PIPE-DEPTH: 6.4 meters
 AC7993_SLEEVE-DEPTH  : 1.8 meters
 AC7993
 AC7993  HISTORY     - Date     Condition        Report By
 AC7993  HISTORY     - 1996     MONUMENTED       SDDT
 AC7993  HISTORY     - 19960821 GOOD             SDDT
 AC7993  HISTORY     - 20070424 GOOD             INDIV
 AC7993
 AC7993                          STATION DESCRIPTION
 AC7993
 AC7993'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7993'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF HERMOSA, AT
 AC7993'THE CUSTER STATE PARK AIRPORT.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AC7993'CONTACT PARK OFFICIALS AT TELEPHONE NUMBER (605) 255-4515. TO REACH
 AC7993'THE STATION FROM THE PARK HEADQUARTERS ON U.S. HIGHWAY 16A IN CUSTER
 AC7993'STATE PARK, GO EAST ON U.S. HIGHWAY 16A FOR 1.6 MI (2.6 KM) TO THE
 AC7993'JUNCTION OF A PAVED PARK ROAD SOUTH (WILDLIFE LOOP ROAD), TURN RIGHT
 AC7993'ON THE PAVED ROAD AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF
 AC7993'A PAVED ROAD RIGHT LEADING TO THE AIRPORT, TURN RIGHT AND GO EAST ON
 AC7993'THE PAVED ROAD FOR 0.25 MI (0.40 KM) TO A GATE AND THE STATION JUST
 AC7993'INSIDE THE GATE TO THE RIGHT AT THE WEST FENCE CORNER.  THE STATION IS
 AC7993'A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AC7993'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 60.0
 AC7993'FT (18.3 M) WEST OF THE ROAD CENTER, 4.0 FT (1.2 M) EAST OF A FENCE,
 AC7993'4.0 FT (1.2 M) SOUTH OF A FENCE, 2.0 FT (0.6 M) WEST OF A METAL GUARD
 AC7993'POST, AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 AC7993'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7993
 AC7993                          STATION RECOVERY (2007)
 AC7993
 AC7993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JCC)
 AC7993'RECOVERED EXACTLY AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0182 ***********************************************************************
 PS0182  DESIGNATION -  CULVERT 156
 PS0182  PID         -  PS0182
 PS0182  STATE/COUNTY-  SD/BEADLE
 PS0182  COUNTRY     -  US
 PS0182  USGS QUAD   -  WESSINGTON NE (2017)
 PS0182
 PS0182                         *CURRENT SURVEY CONTROL
 PS0182  ______________________________________________________________________
 PS0182* NAD 83(1986) POSITION- 44 25 49.     (N) 098 35 01.     (W)   SCALED
 PS0182* NAVD 88 ORTHO HEIGHT -   418.364 (meters)     1372.58  (feet) ADJUSTED
 PS0182  ______________________________________________________________________
 PS0182  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 PS0182  DYNAMIC HEIGHT  -        418.287 (meters)     1372.33  (feet) COMP
 PS0182  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 PS0182
 PS0182  VERT ORDER      -  SECOND    CLASS 0
 PS0182
 PS0182.The horizontal coordinates were scaled from a map and have
 PS0182.an estimated accuracy of +/- 6 seconds.
 PS0182
 PS0182.The orthometric height was determined by differential leveling and
 PS0182.adjusted by the NATIONAL GEODETIC SURVEY
 PS0182.in June 1991.
 PS0182
 PS0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0182.GEOID18 height accuracy estimate available here.
 PS0182
 PS0182.Click photographs - Photos may exist for this station.
 PS0182
 PS0182.The dynamic height is computed by dividing the NAVD 88
 PS0182.geopotential number by the normal gravity value computed on the
 PS0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0182.degrees latitude (g = 980.6199 gals.).
 PS0182
 PS0182.The modeled gravity was interpolated from observed gravity values.
 PS0182
 PS0182;                    North         East    Units  Estimated Accuracy
 PS0182;SPC SD N     -    67,320.      712,770.      MT  (+/- 180 meters Scaled)
 PS0182
 PS0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ331197(NAD 83)
 PS0182
 PS0182                          SUPERSEDED SURVEY CONTROL
 PS0182
 PS0182  NGVD 29 (??/??/92)  418.053  (m)         1371.56   (f) ADJ UNCH    2 0
 PS0182
 PS0182.Superseded values are not recommended for survey control.
 PS0182
 PS0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0182.See file dsdata.pdf to determine how the superseded data were derived.
 PS0182
 PS0182_MARKER: R = RIVET
 PS0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0182_SP_SET: CULVERT
 PS0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0182
 PS0182  HISTORY     - Date     Condition        Report By
 PS0182  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0182  HISTORY     - 1934     GOOD             CGS
 PS0182  HISTORY     - 1940     GOOD             CGS
 PS0182
 PS0182                          STATION DESCRIPTION
 PS0182
 PS0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0182'5.6 MI W FROM WOLSEY.
 PS0182'5.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0182'THE STATION AT WOLSEY, BEADLE COUNTY, AT CULVERT 156, IN THE TOP
 PS0182'OF THE EAST END OF THE SOUTH SANDSTONE HEAD WALL, 11.2 FEET SOUTH
 PS0182'OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 PS0182'STANDARD MONEL-METAL RIVET.
 PS0182
 PS0182                          STATION RECOVERY (1940)
 PS0182
 PS0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0175 ***********************************************************************
 PS0175  DESIGNATION -  CULVERT 159
 PS0175  PID         -  PS0175
 PS0175  STATE/COUNTY-  SD/BEADLE
 PS0175  COUNTRY     -  US
 PS0175  USGS QUAD   -  WESSINGTON (2017)
 PS0175
 PS0175                         *CURRENT SURVEY CONTROL
 PS0175  ______________________________________________________________________
 PS0175* NAD 83(1986) POSITION- 44 26 42.     (N) 098 39 01.     (W)   SCALED
 PS0175* NAVD 88 ORTHO HEIGHT -   431.903 (meters)     1417.00  (feet) ADJUSTED
 PS0175  ______________________________________________________________________
 PS0175  GEOID HEIGHT    -        -24.949 (meters)                     GEOID18
 PS0175  DYNAMIC HEIGHT  -        431.821 (meters)     1416.73  (feet) COMP
 PS0175  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 PS0175
 PS0175  VERT ORDER      -  SECOND    CLASS 0
 PS0175
 PS0175.The horizontal coordinates were scaled from a map and have
 PS0175.an estimated accuracy of +/- 6 seconds.
 PS0175
 PS0175.The orthometric height was determined by differential leveling and
 PS0175.adjusted by the NATIONAL GEODETIC SURVEY
 PS0175.in June 1991.
 PS0175
 PS0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0175.GEOID18 height accuracy estimate available here.
 PS0175
 PS0175.Click photographs - Photos may exist for this station.
 PS0175
 PS0175.The dynamic height is computed by dividing the NAVD 88
 PS0175.geopotential number by the normal gravity value computed on the
 PS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0175.degrees latitude (g = 980.6199 gals.).
 PS0175
 PS0175.The modeled gravity was interpolated from observed gravity values.
 PS0175
 PS0175;                    North         East    Units  Estimated Accuracy
 PS0175;SPC SD N     -    68,870.      707,440.      MT  (+/- 180 meters Scaled)
 PS0175
 PS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ278213(NAD 83)
 PS0175
 PS0175                          SUPERSEDED SURVEY CONTROL
 PS0175
 PS0175  NGVD 29 (??/??/92)  431.590  (m)         1415.97   (f) ADJ UNCH    2 0
 PS0175
 PS0175.Superseded values are not recommended for survey control.
 PS0175
 PS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0175.See file dsdata.pdf to determine how the superseded data were derived.
 PS0175
 PS0175_MARKER: R = RIVET
 PS0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0175_SP_SET: CULVERT
 PS0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0175
 PS0175  HISTORY     - Date     Condition        Report By
 PS0175  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0175  HISTORY     - 1934     GOOD             CGS
 PS0175  HISTORY     - 1940     GOOD             CGS
 PS0175
 PS0175                          STATION DESCRIPTION
 PS0175
 PS0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0175'2.5 MI E FROM WESSINGTON.
 PS0175'ABOUT 2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0175'FROM THE STATION AT WESSINGTON, BEADLE COUNTY, AT CULVERT 159,
 PS0175'IN THE TOP OF THE WEST END OF THE SOUTH SANDSTONE HEAD WALL,
 PS0175'9.1 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN THE
 PS0175'TRACK.  A STANDARD MONEL-METAL RIVET.
 PS0175
 PS0175                          STATION RECOVERY (1940)
 PS0175
 PS0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0170 ***********************************************************************
 PS0170  DESIGNATION -  CULVERT 166
 PS0170  PID         -  PS0170
 PS0170  STATE/COUNTY-  SD/HAND
 PS0170  COUNTRY     -  US
 PS0170  USGS QUAD   -  WESSINGTON (2017)
 PS0170
 PS0170                         *CURRENT SURVEY CONTROL
 PS0170  ______________________________________________________________________
 PS0170* NAD 83(1986) POSITION- 44 27 57.     (N) 098 43 40.     (W)   SCALED
 PS0170* NAVD 88 ORTHO HEIGHT -   433.549 (meters)     1422.40  (feet) ADJUSTED
 PS0170  ______________________________________________________________________
 PS0170  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 PS0170  DYNAMIC HEIGHT  -        433.465 (meters)     1422.13  (feet) COMP
 PS0170  MODELED GRAVITY -    980,412.1   (mgal)                       NAVD 88
 PS0170
 PS0170  VERT ORDER      -  SECOND    CLASS 0
 PS0170
 PS0170.The horizontal coordinates were scaled from a map and have
 PS0170.an estimated accuracy of +/- 6 seconds.
 PS0170
 PS0170.The orthometric height was determined by differential leveling and
 PS0170.adjusted by the NATIONAL GEODETIC SURVEY
 PS0170.in June 1991.
 PS0170
 PS0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0170.GEOID18 height accuracy estimate available here.
 PS0170
 PS0170.Click photographs - Photos may exist for this station.
 PS0170
 PS0170.The dynamic height is computed by dividing the NAVD 88
 PS0170.geopotential number by the normal gravity value computed on the
 PS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0170.degrees latitude (g = 980.6199 gals.).
 PS0170
 PS0170.The modeled gravity was interpolated from observed gravity values.
 PS0170
 PS0170;                    North         East    Units  Estimated Accuracy
 PS0170;SPC SD N     -    71,080.      701,230.      MT  (+/- 180 meters Scaled)
 PS0170
 PS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ216236(NAD 83)
 PS0170
 PS0170                          SUPERSEDED SURVEY CONTROL
 PS0170
 PS0170  NGVD 29 (??/??/92)  433.234  (m)         1421.37   (f) ADJ UNCH    2 0
 PS0170
 PS0170.Superseded values are not recommended for survey control.
 PS0170
 PS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0170.See file dsdata.pdf to determine how the superseded data were derived.
 PS0170
 PS0170_MARKER: R = RIVET
 PS0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0170_SP_SET: CULVERT
 PS0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0170
 PS0170  HISTORY     - Date     Condition        Report By
 PS0170  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0170  HISTORY     - 1934     GOOD             CGS
 PS0170  HISTORY     - 1940     GOOD             CGS
 PS0170
 PS0170                          STATION DESCRIPTION
 PS0170
 PS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0170'1.6 MI W FROM WESSINGTON.
 PS0170'IN HAND COUNTY, ABOUT 1.6 MILES WEST ALONG THE CHICAGO AND NORTH
 PS0170'WESTERN RAILWAY FROM THE STATION AT WESSINGTON, BEADLE COUNTY, AT
 PS0170'CULVERT 166, AT THE TOP OF THE EAST END OF THE SOUTH SANDSTONE
 PS0170'HEAD WALL, 8.3 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 PS0170'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 PS0170
 PS0170                          STATION RECOVERY (1940)
 PS0170
 PS0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0301 ***********************************************************************
 PS0301  DESIGNATION -  CULVERT 191
 PS0301  PID         -  PS0301
 PS0301  STATE/COUNTY-  SD/HAND
 PS0301  COUNTRY     -  US
 PS0301  USGS QUAD   -  REE HEIGHTS (2017)
 PS0301
 PS0301                         *CURRENT SURVEY CONTROL
 PS0301  ______________________________________________________________________
 PS0301* NAD 83(1986) POSITION- 44 31 02.     (N) 099 08 04.     (W)   SCALED
 PS0301* NAVD 88 ORTHO HEIGHT -   517.76  (+/-2cm)     1698.7   (feet) VERTCON3
 PS0301  ______________________________________________________________________
 PS0301  GEOID HEIGHT    -        -24.209 (meters)                     GEOID18
 PS0301  VERT ORDER      -  ? (See Below)
 PS0301
 PS0301.The horizontal coordinates were scaled from a map and have
 PS0301.an estimated accuracy of +/- 6 seconds.
 PS0301
 PS0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0301
 PS0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0301.GEOID18 height accuracy estimate available here.
 PS0301
 PS0301.The vertical order pertains to the NGVD 29 superseded value.
 PS0301
 PS0301.Click photographs - Photos may exist for this station.
 PS0301
 PS0301;                    North         East    Units  Estimated Accuracy
 PS0301;SPC SD N     -    76,360.      668,810.      MT  (+/- 180 meters Scaled)
 PS0301
 PS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ893293(NAD 83)
 PS0301
 PS0301                          SUPERSEDED SURVEY CONTROL
 PS0301
 PS0301  NGVD 29 (??/??/92)  517.420  (m)         1697.57   (f) ADJ UNCH       
 PS0301
 PS0301.Superseded values are not recommended for survey control.
 PS0301
 PS0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0301.See file dsdata.pdf to determine how the superseded data were derived.
 PS0301
 PS0301_MARKER: R = RIVET
 PS0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0301_SP_SET: CULVERT
 PS0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0301
 PS0301  HISTORY     - Date     Condition        Report By
 PS0301  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0301  HISTORY     - 1934     GOOD             CGS
 PS0301
 PS0301                          STATION DESCRIPTION
 PS0301
 PS0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0301'3.3 MI E FROM REE HEIGHTS.
 PS0301'ABOUT 3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0301'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, AT CONCRETE CULVERT
 PS0301'191, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, 13.7 FEET
 PS0301'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER
 PS0301'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0298 ***********************************************************************
 PS0298  DESIGNATION -  CULVERT 192
 PS0298  PID         -  PS0298
 PS0298  STATE/COUNTY-  SD/HAND
 PS0298  COUNTRY     -  US
 PS0298  USGS QUAD   -  REE HEIGHTS (2017)
 PS0298
 PS0298                         *CURRENT SURVEY CONTROL
 PS0298  ______________________________________________________________________
 PS0298* NAD 83(1986) POSITION- 44 31 03.     (N) 099 08 45.     (W)   SCALED
 PS0298* NAVD 88 ORTHO HEIGHT -   522.20  (+/-2cm)     1713.3   (feet) VERTCON3
 PS0298  ______________________________________________________________________
 PS0298  GEOID HEIGHT    -        -24.191 (meters)                     GEOID18
 PS0298  VERT ORDER      -  ? (See Below)
 PS0298
 PS0298.The horizontal coordinates were scaled from a map and have
 PS0298.an estimated accuracy of +/- 6 seconds.
 PS0298
 PS0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0298
 PS0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0298.GEOID18 height accuracy estimate available here.
 PS0298
 PS0298.The vertical order pertains to the NGVD 29 superseded value.
 PS0298
 PS0298.Click photographs - Photos may exist for this station.
 PS0298
 PS0298;                    North         East    Units  Estimated Accuracy
 PS0298;SPC SD N     -    76,390.      667,910.      MT  (+/- 180 meters Scaled)
 PS0298
 PS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ884293(NAD 83)
 PS0298
 PS0298                          SUPERSEDED SURVEY CONTROL
 PS0298
 PS0298  NGVD 29 (??/??/92)  521.864  (m)         1712.15   (f) ADJ UNCH       
 PS0298
 PS0298.Superseded values are not recommended for survey control.
 PS0298
 PS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0298.See file dsdata.pdf to determine how the superseded data were derived.
 PS0298
 PS0298_MARKER: R = RIVET
 PS0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0298_SP_SET: CULVERT
 PS0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0298
 PS0298  HISTORY     - Date     Condition        Report By
 PS0298  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0298  HISTORY     - 1934     GOOD             CGS
 PS0298
 PS0298                          STATION DESCRIPTION
 PS0298
 PS0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0298'2.7 MI E FROM REE HEIGHTS.
 PS0298'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0298'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, AT CONCRETE CULVERT
 PS0298'192, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, 14.3 FEET
 PS0298'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.0 FOOT LOWER
 PS0298'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0297 ***********************************************************************
 PS0297  DESIGNATION -  CULVERT 193
 PS0297  PID         -  PS0297
 PS0297  STATE/COUNTY-  SD/HAND
 PS0297  COUNTRY     -  US
 PS0297  USGS QUAD   -  REE HEIGHTS (2017)
 PS0297
 PS0297                         *CURRENT SURVEY CONTROL
 PS0297  ______________________________________________________________________
 PS0297* NAD 83(1986) POSITION- 44 31 05.     (N) 099 10 05.     (W)   SCALED
 PS0297* NAVD 88 ORTHO HEIGHT -   524.54  (+/-2cm)     1720.9   (feet) VERTCON3
 PS0297  ______________________________________________________________________
 PS0297  GEOID HEIGHT    -        -24.157 (meters)                     GEOID18
 PS0297  VERT ORDER      -  ? (See Below)
 PS0297
 PS0297.The horizontal coordinates were scaled from a map and have
 PS0297.an estimated accuracy of +/- 6 seconds.
 PS0297
 PS0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0297
 PS0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0297.GEOID18 height accuracy estimate available here.
 PS0297
 PS0297.The vertical order pertains to the NGVD 29 superseded value.
 PS0297
 PS0297.Click photographs - Photos may exist for this station.
 PS0297
 PS0297;                    North         East    Units  Estimated Accuracy
 PS0297;SPC SD N     -    76,430.      666,140.      MT  (+/- 180 meters Scaled)
 PS0297
 PS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ866294(NAD 83)
 PS0297
 PS0297                          SUPERSEDED SURVEY CONTROL
 PS0297
 PS0297  NGVD 29 (??/??/92)  524.196  (m)         1719.80   (f) ADJ UNCH       
 PS0297
 PS0297.Superseded values are not recommended for survey control.
 PS0297
 PS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0297.See file dsdata.pdf to determine how the superseded data were derived.
 PS0297
 PS0297_MARKER: R = RIVET
 PS0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0297_SP_SET: CULVERT
 PS0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0297
 PS0297  HISTORY     - Date     Condition        Report By
 PS0297  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0297  HISTORY     - 1934     GOOD             CGS
 PS0297
 PS0297                          STATION DESCRIPTION
 PS0297
 PS0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0297'1.7 MI E FROM REE HEIGHTS.
 PS0297'ABOUT 1.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0297'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, AT CONCRETE CULVERT
 PS0297'193, IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL, 12.8 FEET
 PS0297'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2.0 FEET LOWER
 PS0297'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0769 ***********************************************************************
 OT0769  DESIGNATION -  CUNY
 OT0769  PID         -  OT0769
 OT0769  STATE/COUNTY-  SD/SHANNON
 OT0769  COUNTRY     -  US
 OT0769  USGS QUAD   -  WILLOW CREEK NE (2017)
 OT0769
 OT0769                         *CURRENT SURVEY CONTROL
 OT0769  ______________________________________________________________________
 OT0769* NAD 83(1996) POSITION- 43 29 09.34136(N) 102 51 09.56137(W)   ADJUSTED
 OT0769* NAVD 88 ORTHO HEIGHT -  1009.53  (+/-2cm)     3312.1   (feet) VERTCON3
 OT0769  ______________________________________________________________________
 OT0769  GEOID HEIGHT    -        -17.587 (meters)                     GEOID18
 OT0769  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 OT0769  HORZ ORDER      -  FIRST
 OT0769  VERT ORDER      -  THIRD ? (See Below)
 OT0769
 OT0769.The horizontal coordinates were established by classical geodetic methods
 OT0769.and adjusted by the National Geodetic Survey in January 1998.
 OT0769
 OT0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0769
 OT0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0769.GEOID18 height accuracy estimate available here.
 OT0769
 OT0769.The vertical order pertains to the NGVD 29 superseded value.
 OT0769
 OT0769.Click photographs - Photos may exist for this station.
 OT0769
 OT0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0769
 OT0769. The following values were computed from the NAD 83(1996) position.
 OT0769
 OT0769;                    North         East     Units Scale Factor Converg.
 OT0769;SPC SD S     -   131,133.267   396,247.928   MT  0.99990953   -1 44 16.7
 OT0769;SPC SD S     -   430,226.39  1,300,023.41   sFT  0.99990953   -1 44 16.7
 OT0769;UTM  13      - 4,817,018.402   673,643.114   MT  0.99997090   +1 28 41.2
 OT0769
 OT0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0769!SPC SD S     -   0.99984447  x   0.99990953  =   0.99975402
 OT0769!UTM  13      -   0.99984447  x   0.99997090  =   0.99981538
 OT0769
 OT0769:                Primary Azimuth Mark                     Grid Az
 OT0769:SPC SD S     -  CUNY AZ MK                               129 13 14.0
 OT0769:UTM  13      -  CUNY AZ MK                               126 00 16.1
 OT0769
 OT0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7364317018(NAD 83)
 OT0769
 OT0769|---------------------------------------------------------------------|
 OT0769| PID    Reference Object                     Distance      Geod. Az  |
 OT0769|                                                           dddmmss.s |
 OT0769| CP9100 CUNY RM 1                            26.057 METERS 03505     |
 OT0769| CP9099 CUNY AZ MK                                         1272857.3 |
 OT0769| CP9101 CUNY RM 2                            34.610 METERS 17255     |
 OT0769|---------------------------------------------------------------------|
 OT0769
 OT0769                          SUPERSEDED SURVEY CONTROL
 OT0769
 OT0769  NAD 83(1995)-  43 29 09.33908(N)    102 51 09.56368(W) AD(       ) 1
 OT0769  NAD 83(1993)-  43 29 09.33120(N)    102 51 09.56282(W) AD(       ) 1
 OT0769  NAD 83(1986)-  43 29 09.32615(N)    102 51 09.56286(W) AD(       ) 1
 OT0769  NAD 27      -  43 29 09.36880(N)    102 51 07.89080(W) AD(       ) 1
 OT0769  NGVD 29            1009.04   (m)         3310.5    (f) LEVELING    3  
 OT0769
 OT0769.Superseded values are not recommended for survey control.
 OT0769
 OT0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0769.See file dsdata.pdf to determine how the superseded data were derived.
 OT0769
 OT0769_MARKER: DS = TRIANGULATION STATION DISK
 OT0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0769_STAMPING: CUNY 1936
 OT0769_MARK LOGO: CGS
 OT0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0769+STABILITY: SURFACE MOTION
 OT0769
 OT0769  HISTORY     - Date     Condition        Report By
 OT0769  HISTORY     - 1936     MONUMENTED       CGS
 OT0769  HISTORY     - 1961     GOOD             CGS
 OT0769
 OT0769                          STATION DESCRIPTION
 OT0769
 OT0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0769'STATION IS 25 MILES AIRLINE SOUTHWEST OF SCENIC ON A LARGE
 OT0769'MESA KNOWN AS CUNY TABLE, 34 MILES WEST BY NORTH OF KYLE,
 OT0769'ON THE WEST RIM OF THE MESA, IN SEC. 31, T. 41 N., R. 46 W.
 OT0769'3/4 MILE EAST-NORTHEAST OF Y INTERSECTION OF ROADS, IN VALLEY
 OT0769'BELOW, ON SLIGHT RISE 30 FEET EAST OF WEST RIM OF MESA, 0.2
 OT0769'MILE NORTH OF POINT WHERE ROAD REACHES TOP OF MESA.  THE MARK
 OT0769'PROJECTS 6 INCHES.
 OT0769'
 OT0769'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.  THE MARK PROJECTS
 OT0769'8 INCHES.
 OT0769'
 OT0769'REFERENCE MARK NO. 2 IS SOUTH OF STATION.  THE MARK PROJECTS
 OT0769'6 INCHES.  THE DISTANCE BETWEEN REFERENCE MARKS IS 185.97 FEET.
 OT0769'
 OT0769'THE AZIMUTH MARK IS SOUTHEAST OF STATION, AT SOUTH SIDE OF ROAD
 OT0769'LEADING TO STATION, 12 FEET SOUTH OF CENTERLINE OF ROAD, 1 FOOT
 OT0769'NORTH OF FENCE LINE.  THE MARK PROJECTS 8 INCHES.
 OT0769'
 OT0769'TO REACH THE STATION FROM SCENIC, GO SOUTH FROM RAILROAD TRACKS
 OT0769'FOR 15.7 MILES TO CATTLE GUARD IN WEST ROAD FENCE (ABOUT 0.4
 OT0769'MILE SOUTH OF DAM ON EAST).  TURN RIGHT THROUGH CATTLE GUARD
 OT0769'AND FOLLOW GRADED ROAD AROUND THE EAST AND SOUTH OF CEDAR
 OT0769'BUTTE FOR 11.5 MILES TO TOP OF CUNY TABLE AND CATTLE GUARD,
 OT0769'CONTINUE FOR 0.7 MILE TO Y, BEAR LEFT AND GO 0.3 MILE TO
 OT0769'CATTLE GUARD, CONTINUE 1.1 MILES TO CATTLE GUARD.  (FROM HERE
 OT0769'THE ROAD RUNS GENERALLY WEST NEAR THE SOUTH BREAK OF MESA).
 OT0769'FROM LAST CATTLE GUARD GO WEST FOR 4.1 MILES TO GATE,
 OT0769'CONTINUE FOR 0.7 MILE TO THREE-WAY GATE, KEEP STRAIGHT AHEAD
 OT0769'AND GO 0.5 MILE TO GATE (STUCCO HOUSE ON NORTH).  CONTINUE
 OT0769'FOR 2.3 MILES TO WHERE ROAD PASSES AROUND THE LEFT OF FENCE
 OT0769'CORNER, BEAR LEFT OFF MAIN ROAD AND FOLLOW SECONDARY ROAD
 OT0769'FOR 2.3 MILES TO Y, BEAR LEFT AND GO 0.2 MILE TO Y AND WIRE
 OT0769'GATE, BEAR LEFT AND GO 0.5 MILE TO WIRE GATE WITH HOUSE TO
 OT0769'NORTH.  JOG RIGHT AND THEN LEFT AND GO 0.3 MILE TO WIRE
 OT0769'GATE IN EAST-WEST FENCE LINE ON NORTH OF ROAD, PASS THROUGH
 OT0769'GATE AND FOLLOW ROAD ALONG NORTH SIDE OF FENCE FOR 0.7 MILE TO
 OT0769'RIM OF MESA WHERE ROAD LEADS DOWN TO VALLEY BELOW.  TURN
 OT0769'RIGHT (NORTH) AND FOLLOW ALONG RIM FOR 0.2 MILE TO SLIGHT
 OT0769'RISE AND STATION.
 OT0769'
 OT0769'SIGNALS SHOWN FROM THE GROUND AT CHEYENNE AND BATTLE ARE VISIBLE
 OT0769'AT THE GROUND.
 OT0769'
 OT0769'A SIGNAL SHOWN FROM THE GROUND AT BOWER IS VISIBLE AT 77 FEET.
 OT0769'
 OT0769'A SIGNAL 100 FEET ABOVE SHEEP IS VISIBLE AT THE GROUND.
 OT0769'
 OT0769'A SIGNAL SHOWN FROM THE GROUND AT CEDAR 1934 IS VISIBLE AT
 OT0769'37 FEET.
 OT0769'
 OT0769'A SIGNAL SHOWN FROM THE GROUND AT BELT 1934 IS VISIBLE AT
 OT0769'20 FEET.
 OT0769'
 OT0769'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0769'BRONZE DISKS SET IN CONCRETE.
 OT0769'
 OT0769'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 OT0769
 OT0769                          STATION RECOVERY (1961)
 OT0769
 OT0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0769'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  USED
 OT0769'AS AN INTERSECTION STATION, IT WAS NOT OCCUPIED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0754 ***********************************************************************
 QS0754  DESIGNATION -  CURLEW
 QS0754  PID         -  QS0754
 QS0754  STATE/COUNTY-  SD/DEWEY
 QS0754  COUNTRY     -  US
 QS0754  USGS QUAD   -  MOREAU NE (2017)
 QS0754
 QS0754                         *CURRENT SURVEY CONTROL
 QS0754  ______________________________________________________________________
 QS0754* NAD 83(1996) POSITION- 45 25 20.88538(N) 100 20 21.93254(W)   ADJUSTED
 QS0754* NAVD 88 ORTHO HEIGHT -   560.    (meters)     1837.    (feet) SCALED
 QS0754  ______________________________________________________________________
 QS0754  GEOID HEIGHT    -        -21.990 (meters)                     GEOID18
 QS0754  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 QS0754  HORZ ORDER      -  SECOND
 QS0754
 QS0754.The horizontal coordinates were established by classical geodetic methods
 QS0754.and adjusted by the National Geodetic Survey in January 1998.
 QS0754
 QS0754.The orthometric height was scaled from a topographic map.
 QS0754
 QS0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0754.GEOID18 height accuracy estimate available here.
 QS0754
 QS0754.Click photographs - Photos may exist for this station.
 QS0754
 QS0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0754
 QS0754. The following values were computed from the NAD 83(1996) position.
 QS0754
 QS0754;                    North         East     Units Scale Factor Converg.
 QS0754;SPC SD N     -   176,647.151   573,435.897   MT  0.99996008   -0 14 24.8
 QS0754;SPC SD N     -   579,549.86  1,881,347.61   sFT  0.99996008   -0 14 24.8
 QS0754;UTM  14      - 5,030,755.536   395,211.556   MT  0.99973501   -0 57 15.0
 QS0754
 QS0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0754!SPC SD N     -   0.99991560  x   0.99996008  =   0.99987568
 QS0754!UTM  14      -   0.99991560  x   0.99973501  =   0.99965063
 QS0754
 QS0754:                Primary Azimuth Mark                     Grid Az
 QS0754:SPC SD N     -  CURLEW AZ MK                             282 16 11.1
 QS0754:UTM  14      -  CURLEW AZ MK                             282 59 01.3
 QS0754
 QS0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9521130755(NAD 83)
 QS0754
 QS0754|---------------------------------------------------------------------|
 QS0754| PID    Reference Object                     Distance      Geod. Az  |
 QS0754|                                                           dddmmss.s |
 QS0754| CO5521 CURLEW RM 1                           7.635 METERS 17302     |
 QS0754| CO5520 CURLEW AZ MK                                       2820146.3 |
 QS0754| CO5522 CURLEW RM 2                           9.250 METERS 28511     |
 QS0754|---------------------------------------------------------------------|
 QS0754
 QS0754                          SUPERSEDED SURVEY CONTROL
 QS0754
 QS0754  NAD 83(1986)-  45 25 20.87642(N)    100 20 21.93268(W) AD(       ) 2
 QS0754  NAD 27      -  45 25 20.90600(N)    100 20 20.45700(W) AD(       ) 2
 QS0754  MORC        -  45 25 18.25000(N)    100 20 20.10000(W) AD(       ) 3
 QS0754
 QS0754.Superseded values are not recommended for survey control.
 QS0754
 QS0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0754.See file dsdata.pdf to determine how the superseded data were derived.
 QS0754
 QS0754_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QS0754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0754_MARK LOGO: MORC
 QS0754_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0754
 QS0754  HISTORY     - Date     Condition        Report By
 QS0754  HISTORY     - 1889     MONUMENTED       MORC
 QS0754  HISTORY     - 1947     GOOD             CGS
 QS0754
 QS0754                          STATION DESCRIPTION
 QS0754
 QS0754'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (JCP)
 QS0754'STATION IS LOCATED ABOUT 6.5 MILES SE OF THE CITY OF MOBRIDGE
 QS0754'AND 1 MILE W OF THE MISSOURI RIVER.  IT IS LOCATED ON THE SUMMIT
 QS0754'OF A HILL, 100 YARDS N OF AN E-W FENCE LINE, AND ABOUT 50
 QS0754'YARDS SE OF A N-S FENCE LINE.
 QS0754'
 QS0754'STATION MARK IS A 6-INCH IRON PIPE WITH A CAST-IRON CAP.
 QS0754'ON THE CAP IS A RAISED TRIANGLE WITH A SMALL HOLE IN CENTER AND
 QS0754'CAST ON THE CAP ARE THE FOLLOWING LETTERS MISSOURI RIVER
 QS0754'COMMISSION.  THE PIPE PROJECTS 15 INCHES.
 QS0754'
 QS0754'REFERENCE MARK 1 IS 25.05 FEET SSE OF THE STATION.  IT IS A
 QS0754'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 QS0754'PROJECTS 3 INCHES AND THE DISK IS STAMPED CURLEW M R C NO 1 1945.
 QS0754'
 QS0754'REFERENCE MARK 2 IS 30.27 FEET WNW OF THE STATION.  IT IS A BRONZE
 QS0754'REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS
 QS0754'3 INCHES AND THE DISK IS STAMPED CURLEW M R C NO 2 1945.
 QS0754'
 QS0754'AZIMUTH MARK IS APPROXIMATELY 2.0 MILES W OF THE STATION, 26
 QS0754'FEET W OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD.
 QS0754'IT IS ON THE E EDGE OF A CULTIVATED FIELD AND 1-1/2 FEET E
 QS0754'OF A N-S FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP
 QS0754'OF A CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 QS0754'STAMPED CURLEW 1945.
 QS0754'
 QS0754'TO REACH THE STATION FROM THE MISSOURI RIVER BRIDGE THAT IS
 QS0754'1.5 MILES W OF THE CITY OF MOBRIDGE, GO W UP HILL ON U.S. HIGHWAY
 QS0754'12 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 8, TURN LEFT ON
 QS0754'STATE HIGHWAY 8 AND GO S FOR 1.25 MILES TO A Y-INTERSECTION AND A
 QS0754'SIGN WHICH READS CHEYENNE AGENCY 42 TRAIL CITY 12.  CONTINUE
 QS0754'STRAIGHT AHEAD ON A GRAVELED ROAD FOR 4.0 MILES TO A DIRT
 QS0754'CROSS ROAD, TURN LEFT ON GRADED DIRT ROAD AND GO E 3.8 MILES
 QS0754'TO A SHARP TURN RIGHT.  TURN RIGHT AND GO 1.05 MILES TO A FARM
 QS0754'DRIVE ON THE RIGHT.  HERE TURN LEFT ALONG THE N SIDE OF AN
 QS0754'E-W FENCE LINE AND GO E ON GRADED DIRT ROAD FOR 0.75 MILE TO
 QS0754'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON S
 QS0754'FOR 0.65 MILE TO A TRACK ROAD LEFT, TURN LEFT AND FOLLOW TRACK
 QS0754'ROAD E FOR 0.9 MILE, THENCE RIGHT FOR 0.05 MILE, THENCE LEFT ON
 QS0754'TRACK ROAD FOR 1.0 MILE TO A WIRE GATE, TURN LEFT ALONG
 QS0754'THE N SIDE OF WIRE FENCE AND GO 0.1 MILE TO A GAP IN FENCE
 QS0754'LINE, TURN RIGHT ACROSS FENCE LINE AND GO S ABOUT 50 YARDS
 QS0754'TO THE STATION AS DESCRIBED.
 QS0754'
 QS0754'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 QS0754
 QS0754                          STATION RECOVERY (1947)
 QS0754
 QS0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 QS0754'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 QS0754'CONDITION.  THE ROADS HAVE BEEN CHANGED AND THE FOLLOWING IS
 QS0754'A NEW DESCRIPTION OF HOW TO REACH STATION--
 QS0754'
 QS0754'FROM THE POST OFFICE IN MOBRIDGE, GO NORTH ON THE MAIN STREET
 QS0754'ABOUT ONE BLOCK.  THENCE LEFT ON U.S. 12, 3.9 MILES TO CROSS
 QS0754'ROADS AND JUNCTION OF U.S. 12 AND STATE ROUTE 8.  TURN LEFT AND
 QS0754'FOLLOW ROUTE 8 SOUTHERLY 1.3 MILES TO FORK WHERE HIGHWAY CURVES
 QS0754'TO RIGHT.  KEEP LEFT OR STRAIGHT AHEAD AND FOLLOW GRAVEL ROAD
 QS0754'SOUTH 4.35 MILES TO CROSS ROADS.  THENCE EAST, SOUTH AND EAST ON
 QS0754'THE MAIN ROAD 6.05 MILES TO AZIMUTH IN EDGE OF FIELD ON RIGHT
 QS0754'WHERE THE MAIN ROAD TURNS SOUTH.  KEEP STRAIGHT AHEAD AND
 QS0754'FOLLOW WELL TRAVELED ROAD EASTERLY ACROSS FIELDS 2.3 MILES TO
 QS0754'WIRE GATE AT FENCE CORNER.  STATION IS ON HIGHEST POINT
 QS0754'ABOUT 0.1 MILE TO NORTHEAST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0643 ***********************************************************************
 PT0643  DESIGNATION -  CURVE
 PT0643  PID         -  PT0643
 PT0643  STATE/COUNTY-  SD/HAAKON
 PT0643  COUNTRY     -  US
 PT0643  USGS QUAD   -  HILLAND NW (2017)
 PT0643
 PT0643                         *CURRENT SURVEY CONTROL
 PT0643  ______________________________________________________________________
 PT0643* NAD 83(1996) POSITION- 44 24 37.36714(N) 101 56 50.07897(W)   ADJUSTED
 PT0643* NAVD 88 ORTHO HEIGHT -   762.320 (meters)     2501.04  (feet) ADJUSTED
 PT0643  ______________________________________________________________________
 PT0643  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 PT0643  LAPLACE CORR    -         -6.88  (seconds)                    DEFLEC18
 PT0643  DYNAMIC HEIGHT  -        762.123 (meters)     2500.40  (feet) COMP
 PT0643  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 PT0643
 PT0643  HORZ ORDER      -  SECOND
 PT0643  VERT ORDER      -  SECOND    CLASS 0
 PT0643
 PT0643.The horizontal coordinates were established by classical geodetic methods
 PT0643.and adjusted by the National Geodetic Survey in January 1998.
 PT0643
 PT0643.The orthometric height was determined by differential leveling and
 PT0643.adjusted by the NATIONAL GEODETIC SURVEY
 PT0643.in June 1991.
 PT0643
 PT0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0643.GEOID18 height accuracy estimate available here.
 PT0643
 PT0643.Click photographs - Photos may exist for this station.
 PT0643
 PT0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0643
 PT0643.The dynamic height is computed by dividing the NAVD 88
 PT0643.geopotential number by the normal gravity value computed on the
 PT0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0643.degrees latitude (g = 980.6199 gals.).
 PT0643
 PT0643.The modeled gravity was interpolated from observed gravity values.
 PT0643
 PT0643. The following values were computed from the NAD 83(1996) position.
 PT0643
 PT0643;                    North         East     Units Scale Factor Converg.
 PT0643;SPC SD S     -   232,001.960   471,457.688   MT  1.00000250   -1 06 48.1
 PT0643;SPC SD S     -   761,159.76  1,546,774.10   sFT  1.00000250   -1 06 48.1
 PT0643;UTM  14      - 4,921,679.853   265,339.827   MT  1.00027724   -2 03 48.2
 PT0643;UTM  13      - 4,921,987.959   743,061.202   MT  1.00032661   +2 08 14.4
 PT0643
 PT0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0643!SPC SD S     -   0.99988364  x   1.00000250  =   0.99988614
 PT0643!UTM  14      -   0.99988364  x   1.00027724  =   1.00016085
 PT0643!UTM  13      -   0.99988364  x   1.00032661  =   1.00021021
 PT0643
 PT0643:                Primary Azimuth Mark                     Grid Az
 PT0643:SPC SD S     -  HART                                     094 21 49.1
 PT0643:UTM  14      -  HART                                     095 18 49.2
 PT0643:UTM  13      -  HART                                     091 06 46.6
 PT0643
 PT0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6533921679(NAD 83)
 PT0643
 PT0643|---------------------------------------------------------------------|
 PT0643| PID    Reference Object                     Distance      Geod. Az  |
 PT0643|                                                           dddmmss.s |
 PT0643| PT0641 CURVE RM 3                           17.734 METERS 05256     |
 PT0643| PT0661 HART                                APPROX. 8.0 KM 0931501.0 |
 PT0643| PT0647 T 126                                              1023127.3 |
 PT0643| PT0644 CURVE RM 1                           14.803 METERS 14613     |
 PT0643| PT0642 CURVE RM 2                           16.152 METERS 30354     |
 PT0643|---------------------------------------------------------------------|
 PT0643
 PT0643                          SUPERSEDED SURVEY CONTROL
 PT0643
 PT0643  NAD 83(1986)-  44 24 37.35958(N)    101 56 50.08054(W) AD(       ) 2
 PT0643  NAD 27      -  44 24 37.41750(N)    101 56 48.53900(W) AD(       ) 2
 PT0643  NGVD 29 (??/??/92)  761.860  (m)         2499.54   (f) ADJ UNCH    2 0
 PT0643  NGVD 29             761.86   (m)         2499.5    (f) LEVELING    3  
 PT0643
 PT0643.Superseded values are not recommended for survey control.
 PT0643
 PT0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0643.See file dsdata.pdf to determine how the superseded data were derived.
 PT0643
 PT0643_MARKER: DS = TRIANGULATION STATION DISK
 PT0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0643_STAMPING: CURVE 1950
 PT0643_MARK LOGO: CGS
 PT0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0643+STABILITY: SURFACE MOTION
 PT0643
 PT0643  HISTORY     - Date     Condition        Report By
 PT0643  HISTORY     - 1950     MONUMENTED       CGS
 PT0643  HISTORY     - 1961     GOOD             CGS
 PT0643  HISTORY     - 1962     GOOD             CGS
 PT0643
 PT0643                          STATION DESCRIPTION
 PT0643
 PT0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT0643'STATION IS LOCATED ON THE HIGHWAY RIGHT-OF-WAY ABOUT 8.5 MILES
 PT0643'WEST OF HARTLEY STORE AND POST OFFICE, 24 FEET NORTHEAST OF
 PT0643'CENTER OF STATE HIGHWAY 73, 12 FEET NORTH OF A HIGH GATE POST, 12
 PT0643'FEET EAST OF A WITNESS POST, AND 11 FEET NORTHEAST OF A WIRE
 PT0643'FENCE.
 PT0643'
 PT0643'TO REACH FROM HARTLEY STORE AND POST OFFICE, GO WEST ON STATE
 PT0643'HIGHWAY 73 FOR 7.95 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 PT0643'WEST FOR 0.05 MILE TO THE STATION ON LEFT.
 PT0643'
 PT0643'STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED CURVE
 PT0643'1950.
 PT0643'
 PT0643'REFERENCE MARK NO. 1 IS 33 FEET SOUTHWEST OF CENTER OF STATE
 PT0643'HIGHWAY 73 AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK
 PT0643'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CURVE NO 1 1950.
 PT0643'
 PT0643'REFERENCE MARK NO. 2 IS 38 FEET SOUTHWEST OF CENTER OF STATE
 PT0643'HIGHWAY 73 AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MARK
 PT0643'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CURVE NO 2 1950.
 PT0643'
 PT0643'BENCH MARK T 126, USED AS AZIMUTH MARK, IS 52 FEET NORTH OF
 PT0643'CENTER OF STATE HIGHWAY 73 AND 8 FEET NORTH OF A WITNESS
 PT0643'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED T 126
 PT0643'1934.
 PT0643'
 PT0643'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 PT0643'OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK T 126 IS A STANDARD
 PT0643'BENCH MARK DISK SET IN THE TOP OF A 6 X 6-INCH CONCRETE POST.
 PT0643'
 PT0643'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0643
 PT0643                          STATION RECOVERY (1961)
 PT0643
 PT0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0643'STATION IS LOCATED ABOUT 25 MILES NORTHWEST OF PHILIP, ON THE
 PT0643'RIGHT-OF-WAY OF STATE HIGHWAY 73.  IT IS IN SECTION 9, R 18
 PT0643'E, T 5 N.
 PT0643'
 PT0643'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 PT0643'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK
 PT0643'3 WAS SET THIS YEAR.  DUE TO A BETTER ROUTE TO THE STATION A
 PT0643'COMPLETE NEW DESCRIPTION FOLLOWS.
 PT0643'
 PT0643'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT0643'73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON STATE HIGHWAY 73 FOR
 PT0643'25.2 MILES TO A CROSSROAD AND STORE IN THE NORTHWEST ANGLE,
 PT0643'TURN LEFT AND GO WEST ON STATE HIGHWAYS 73 AND 43 FOR 7.5 MILES
 PT0643'TO A FORK, TAKE LEFT FORK AND CONTINUE WEST FOR 7.2 MILES TO
 PT0643'A GATE ON THE LEFT AND THE STATION.
 PT0643'
 PT0643'STATION MARK, A STANDARD DISK STAMPED CURVE 1950, IS SET IN THE
 PT0643'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT0643'2 INCHES.  IT IS 24 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 PT0643'73, 19 FEET NORTH OF THE CENTER OF A WIRE GATE AND 11.7 FEET
 PT0643'EAST OF A METAL WITNESS POST WITH SIGN.
 PT0643'
 PT0643'REFERENCE MARK 1, A STANDARD DISK STAMPED CURVE NO 1 1950,
 PT0643'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PT0643'PROJECTS 4 INCHES.  IT IS 32 FEET SOUTHWEST OF THE CENTER OF
 PT0643'STATE HIGHWAY 73, 32 FEET SOUTH OF THE CENTER OF A WIRE GATE
 PT0643'AND 1 FOOT EAST OF A FENCE.
 PT0643'
 PT0643'REFERENCE MARK 2, A STANDARD DISK STAMPED CURVE NO 2 1950, IS
 PT0643'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PT0643'THAT PROJECTS 4 INCHES.  IT IS 36 FEET SOUTHWEST OF THE CENTER
 PT0643'OF STATE HIGHWAY 73 AND 1 FOOT EAST OF A FENCE.
 PT0643'
 PT0643'REFERENCE MARK 3, A STANDARD DISK STAMPED CURVE NO 3 1950, IS
 PT0643'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PT0643'THAT IS FLUSH WITH THE GROUND.  IT IS 35 FEET EAST OF THE CENTER
 PT0643'OF STATE HIGHWAY 73 AND 12 FEET NORTH OF THE CENTER OF ENTRANCE
 PT0643'DRIVE LEADING TO FARM HOUSE.
 PT0643'
 PT0643'PICTURE POINT, OBJECT OBSERVED WAS THE INTERSECTION OF THE
 PT0643'ENTRANCE DRIVE LEADING TO THE FARM HOUSE AND STATE HIGHWAY 73.
 PT0643
 PT0643                          STATION RECOVERY (1962)
 PT0643
 PT0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0643'17.2 MI SE FROM HOWES.
 PT0643'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0643'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0643'34 AND 73, THENCE 16.7 MILES SOUTHEAST ALONG A GRAVEL ROAD
 PT0643'WHICH WAS FORMERLY HIGHWAY 34 AND 73, ABOUT 0.1 MILE SOUTHWEST
 PT0643'OF A FARM HOUSE, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 PT0643'19 FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 11 1/2 FEET
 PT0643'NORTHEAST OF A FENCE, 11.6 FEET NORTHEAST OF A METAL WITNESS
 PT0643'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 PT0643'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0644 ***********************************************************************
 PT0644  DESIGNATION -  CURVE RM 1
 PT0644  PID         -  PT0644
 PT0644  STATE/COUNTY-  SD/HAAKON
 PT0644  COUNTRY     -  US
 PT0644  USGS QUAD   -  HILLAND NW (2017)
 PT0644
 PT0644                         *CURRENT SURVEY CONTROL
 PT0644  ______________________________________________________________________
 PT0644* NAD 83(1986) POSITION- 44 24 36.97   (N) 101 56 49.71   (W)   HD_HELD1
 PT0644* NAVD 88 ORTHO HEIGHT -   762.222 (meters)     2500.72  (feet) ADJUSTED
 PT0644  ______________________________________________________________________
 PT0644  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 PT0644  DYNAMIC HEIGHT  -        762.025 (meters)     2500.08  (feet) COMP
 PT0644  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 PT0644
 PT0644  VERT ORDER      -  SECOND    CLASS 0
 PT0644
 PT0644.The horizontal coordinates were determined by differentially corrected
 PT0644.hand held GPS observations or other comparable positioning techniques
 PT0644.and have an estimated accuracy of +/- 3 meters.
 PT0644
 PT0644.The orthometric height was determined by differential leveling and
 PT0644.adjusted by the NATIONAL GEODETIC SURVEY
 PT0644.in June 1991.
 PT0644
 PT0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0644.GEOID18 height accuracy estimate available here.
 PT0644
 PT0644.Click photographs - Photos may exist for this station.
 PT0644
 PT0644.The dynamic height is computed by dividing the NAVD 88
 PT0644.geopotential number by the normal gravity value computed on the
 PT0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0644.degrees latitude (g = 980.6199 gals.).
 PT0644
 PT0644.The modeled gravity was interpolated from observed gravity values.
 PT0644
 PT0644;                    North         East    Units  Estimated Accuracy
 PT0644;SPC SD S     -   231,989.5     471,465.6     MT  (+/- 3 meters HH1 GPS) 
 PT0644
 PT0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6534721667(NAD 83)
 PT0644
 PT0644                          SUPERSEDED SURVEY CONTROL
 PT0644
 PT0644  NGVD 29 (??/??/92)  761.762  (m)         2499.21   (f) ADJ UNCH    2 0
 PT0644
 PT0644.Superseded values are not recommended for survey control.
 PT0644
 PT0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0644.See file dsdata.pdf to determine how the superseded data were derived.
 PT0644
 PT0644_MARKER: DR = REFERENCE MARK DISK
 PT0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0644_STAMPING: CURVE NO 1 1950
 PT0644_MARK LOGO: CGS
 PT0644_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0644+STABILITY: SURFACE MOTION
 PT0644
 PT0644  HISTORY     - Date     Condition        Report By
 PT0644  HISTORY     - 1950     MONUMENTED       CGS
 PT0644  HISTORY     - 1962     GOOD             CGS
 PT0644
 PT0644                          STATION DESCRIPTION
 PT0644
 PT0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0644'17.2 MI SE FROM HOWES.
 PT0644'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0644'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0644'34 AND 73, THENCE 16.7 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0644'WAS FORMERLY HIGHWAY 34 AND 73, 34 FEET SOUTHWEST OF THE CENTERLINE
 PT0644'OF THE ROAD, 33 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 48.6
 PT0644'FEET SOUTHEAST OF CURVE 1950, 2 FEET NORTHEAST OF A FENCE, ABOUT
 PT0644'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0644'POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0642 ***********************************************************************
 PT0642  DESIGNATION -  CURVE RM 2
 PT0642  PID         -  PT0642
 PT0642  STATE/COUNTY-  SD/HAAKON
 PT0642  COUNTRY     -  US
 PT0642  USGS QUAD   -  HILLAND NW (2017)
 PT0642
 PT0642                         *CURRENT SURVEY CONTROL
 PT0642  ______________________________________________________________________
 PT0642* NAD 83(1986) POSITION- 44 24 37.66   (N) 101 56 50.68   (W)   HD_HELD1
 PT0642* NAVD 88 ORTHO HEIGHT -   761.738 (meters)     2499.14  (feet) ADJUSTED
 PT0642  ______________________________________________________________________
 PT0642  GEOID HEIGHT    -        -20.143 (meters)                     GEOID18
 PT0642  DYNAMIC HEIGHT  -        761.541 (meters)     2498.49  (feet) COMP
 PT0642  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 PT0642
 PT0642  VERT ORDER      -  SECOND    CLASS 0
 PT0642
 PT0642.The horizontal coordinates were determined by differentially corrected
 PT0642.hand held GPS observations or other comparable positioning techniques
 PT0642.and have an estimated accuracy of +/- 3 meters.
 PT0642
 PT0642.The orthometric height was determined by differential leveling and
 PT0642.adjusted by the NATIONAL GEODETIC SURVEY
 PT0642.in June 1991.
 PT0642
 PT0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0642.GEOID18 height accuracy estimate available here.
 PT0642
 PT0642.Click photographs - Photos may exist for this station.
 PT0642
 PT0642.The dynamic height is computed by dividing the NAVD 88
 PT0642.geopotential number by the normal gravity value computed on the
 PT0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0642.degrees latitude (g = 980.6199 gals.).
 PT0642
 PT0642.The modeled gravity was interpolated from observed gravity values.
 PT0642
 PT0642;                    North         East    Units  Estimated Accuracy
 PT0642;SPC SD S     -   232,011.3     471,444.6     MT  (+/- 3 meters HH1 GPS) 
 PT0642
 PT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6532621689(NAD 83)
 PT0642
 PT0642                          SUPERSEDED SURVEY CONTROL
 PT0642
 PT0642  NGVD 29 (??/??/92)  761.278  (m)         2497.63   (f) ADJ UNCH    2 0
 PT0642
 PT0642.Superseded values are not recommended for survey control.
 PT0642
 PT0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0642.See file dsdata.pdf to determine how the superseded data were derived.
 PT0642
 PT0642_MARKER: DR = REFERENCE MARK DISK
 PT0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0642_STAMPING: CURVE NO 2 1950
 PT0642_MARK LOGO: CGS
 PT0642_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0642+STABILITY: SURFACE MOTION
 PT0642
 PT0642  HISTORY     - Date     Condition        Report By
 PT0642  HISTORY     - 1950     MONUMENTED       CGS
 PT0642  HISTORY     - 1962     GOOD             CGS
 PT0642
 PT0642                          STATION DESCRIPTION
 PT0642
 PT0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0642'17.2 MI SE FROM HOWES.
 PT0642'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0642'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0642'34 AND 73, THENCE 16.7 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0642'WAS FORMERLY HIGHWAY 34 AND 73, 53.0 FEET NORTHWEST OF CURVE 1950,
 PT0642'38 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 1/2 FEET
 PT0642'NORTHEAST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 PT0642'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0641 ***********************************************************************
 PT0641  DESIGNATION -  CURVE RM 3
 PT0641  PID         -  PT0641
 PT0641  STATE/COUNTY-  SD/HAAKON
 PT0641  COUNTRY     -  US
 PT0641  USGS QUAD   -  HILLAND NW (2017)
 PT0641
 PT0641                         *CURRENT SURVEY CONTROL
 PT0641  ______________________________________________________________________
 PT0641* NAD 83(1986) POSITION- 44 24 37.71   (N) 101 56 49.44   (W)   HD_HELD1
 PT0641* NAVD 88 ORTHO HEIGHT -   761.796 (meters)     2499.33  (feet) ADJUSTED
 PT0641  ______________________________________________________________________
 PT0641  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 PT0641  DYNAMIC HEIGHT  -        761.598 (meters)     2498.68  (feet) COMP
 PT0641  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 PT0641
 PT0641  VERT ORDER      -  SECOND    CLASS 0
 PT0641
 PT0641.The horizontal coordinates were determined by differentially corrected
 PT0641.hand held GPS observations or other comparable positioning techniques
 PT0641.and have an estimated accuracy of +/- 3 meters.
 PT0641
 PT0641.The orthometric height was determined by differential leveling and
 PT0641.adjusted by the NATIONAL GEODETIC SURVEY
 PT0641.in June 1991.
 PT0641
 PT0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0641.GEOID18 height accuracy estimate available here.
 PT0641
 PT0641.Click photographs - Photos may exist for this station.
 PT0641
 PT0641.The dynamic height is computed by dividing the NAVD 88
 PT0641.geopotential number by the normal gravity value computed on the
 PT0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0641.degrees latitude (g = 980.6199 gals.).
 PT0641
 PT0641.The modeled gravity was interpolated from observed gravity values.
 PT0641
 PT0641;                    North         East    Units  Estimated Accuracy
 PT0641;SPC SD S     -   232,012.3     471,472.0     MT  (+/- 3 meters HH1 GPS) 
 PT0641
 PT0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6535421689(NAD 83)
 PT0641
 PT0641                          SUPERSEDED SURVEY CONTROL
 PT0641
 PT0641  NGVD 29 (??/??/92)  761.335  (m)         2497.81   (f) ADJ UNCH    2 0
 PT0641
 PT0641.Superseded values are not recommended for survey control.
 PT0641
 PT0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0641.See file dsdata.pdf to determine how the superseded data were derived.
 PT0641
 PT0641_MARKER: DR = REFERENCE MARK DISK
 PT0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0641_STAMPING: CURVE NO 3 1950
 PT0641_MARK LOGO: CGS
 PT0641_PROJECTION: FLUSH
 PT0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0641+STABILITY: SURFACE MOTION
 PT0641
 PT0641  HISTORY     - Date     Condition        Report By
 PT0641  HISTORY     - 1961     MONUMENTED       CGS
 PT0641  HISTORY     - 1962     GOOD             CGS
 PT0641
 PT0641                          STATION DESCRIPTION
 PT0641
 PT0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0641'17.2 MI SE FROM HOWES.
 PT0641'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0641'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0641'34 AND 73, THENCE 16.7 MILES SOUTHEAST ALONG A GRAVELED ROAD
 PT0641'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 58.2 FEET NORTHEAST OF
 PT0641'CURVE 1950, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 PT0641'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE,
 PT0641'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2253 ***********************************************************************
 PU2253  DESIGNATION -  CUSS
 PU2253  PID         -  PU2253
 PU2253  STATE/COUNTY-  SD/MEADE
 PU2253  COUNTRY     -  US
 PU2253  USGS QUAD   -  BULL RUN CREEK (2017)
 PU2253
 PU2253                         *CURRENT SURVEY CONTROL
 PU2253  ______________________________________________________________________
 PU2253* NAD 83(1996) POSITION- 44 46 58.50850(N) 102 51 26.47783(W)   ADJUSTED
 PU2253* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 PU2253  ______________________________________________________________________
 PU2253  GEOID HEIGHT    -        -17.527 (meters)                     GEOID18
 PU2253  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 PU2253  HORZ ORDER      -  SECOND
 PU2253
 PU2253.The horizontal coordinates were established by classical geodetic methods
 PU2253.and adjusted by the National Geodetic Survey in January 1998.
 PU2253
 PU2253.The orthometric height was scaled from a topographic map.
 PU2253
 PU2253.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2253.GEOID18 height accuracy estimate available here.
 PU2253
 PU2253.Click photographs - Photos may exist for this station.
 PU2253
 PU2253.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2253
 PU2253. The following values were computed from the NAD 83(1996) position.
 PU2253
 PU2253;                    North         East     Units Scale Factor Converg.
 PU2253;SPC SD N     -   109,510.124   373,915.765   MT  0.99995002   -2 01 20.1
 PU2253;SPC SD N     -   359,284.47  1,226,755.31   sFT  0.99995002   -2 01 20.1
 PU2253;UTM  13      - 4,961,069.120   669,510.016   MT  0.99995334   +1 30 34.9
 PU2253
 PU2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2253!SPC SD N     -   0.99986895  x   0.99995002  =   0.99981898
 PU2253!UTM  13      -   0.99986895  x   0.99995334  =   0.99982230
 PU2253
 PU2253:                Primary Azimuth Mark                     Grid Az
 PU2253:SPC SD N     -  CUSS AZ MK                               124 02 07.7
 PU2253:UTM  13      -  CUSS AZ MK                               120 30 12.7
 PU2253
 PU2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6951061069(NAD 83)
 PU2253
 PU2253|---------------------------------------------------------------------|
 PU2253| PID    Reference Object                     Distance      Geod. Az  |
 PU2253|                                                           dddmmss.s |
 PU2253| CP9104 CUSS AZ MK                                         1220047.6 |
 PU2253| CP9105 CUSS RM 1                            10.465 METERS 18535     |
 PU2253| CP9106 CUSS RM 2                            10.702 METERS 28636     |
 PU2253|---------------------------------------------------------------------|
 PU2253
 PU2253                          SUPERSEDED SURVEY CONTROL
 PU2253
 PU2253  NAD 83(1993)-  44 46 58.50117(N)    102 51 26.47737(W) AD(       ) 2
 PU2253  NAD 83(1986)-  44 46 58.50032(N)    102 51 26.47662(W) AD(       ) 2
 PU2253  NAD 27      -  44 46 58.53880(N)    102 51 24.85660(W) AD(       ) 2
 PU2253
 PU2253.Superseded values are not recommended for survey control.
 PU2253
 PU2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2253.See file dsdata.pdf to determine how the superseded data were derived.
 PU2253
 PU2253_MARKER: DS = TRIANGULATION STATION DISK
 PU2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2253_STAMPING: CUSS 1962
 PU2253_MARK LOGO: CGS
 PU2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2253+STABILITY: SURFACE MOTION
 PU2253
 PU2253  HISTORY     - Date     Condition        Report By
 PU2253  HISTORY     - 1962     MONUMENTED       CGS
 PU2253
 PU2253                          STATION DESCRIPTION
 PU2253
 PU2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2253'THE STATION IS 6.5 MILES SOUTHEAST OF SULPHUR, 4.5 MILES
 PU2253'NORTHWEST OF FAIRPOINT, IN THE NE 1/4 OF SEC. 35, T 10 N, R 10 E,
 PU2253'ON THE SUMMIT OF A LONG EAST-WEST RIDGE WHICH SLOPES GRADUALLY
 PU2253'TO THE SOUTH AND DESCENDS STEEPLY TO THE NORTH INTO THE SULPHUR
 PU2253'CREEK VALLEY.
 PU2253'
 PU2253'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE AT
 PU2253'FAIRPOINT, DRIVE NORTH FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT
 PU2253'AND CONTINUE WEST ON THE GRAVELED ROAD FOR 2.1 MILES TO A
 PU2253'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTH ON THE
 PU2253'BLADED ROAD FOR 1.85 MILES TO A Y-FORK.  KEEP THE LEFT FORK AND
 PU2253'DRIVE WEST ON THE NOW TRACK ROAD FOR 0.2 MILE TO THE AZIMUTH
 PU2253'MARK IN A LARGE OUTCROP OF BEDROCK ON THE LEFT.  CONTINUE WEST
 PU2253'ON THE TRACK ROAD FOR 1.0 MILE TO A NORTH-SOUTH FENCE AND A
 PU2253'CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN SHARP RIGHT AND
 PU2253'DRIVE CROSS COUNTRY UP THE SLOPE FOR 0.1 MILE TO AN
 PU2253'EAST-WEST FENCE AND THE END OF TRUCK TRAVEL.  CROSS THE
 PU2253'FENCE AND PACK NORTH FOR 88.5 FEET TO THE HIGHEST POINT AND
 PU2253'THE STATION.
 PU2253'
 PU2253'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 PU2253'EACH STAMPED CUSS 1962.  THE SURFACE-STATION MARK, SET IN THE
 PU2253'TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2253'PROJECTING 2 INCHES ABOVE THE GROUND SURFACE, IS 88.5 FEET NORTH
 PU2253'OF THE EAST-WEST FENCE AND 40.0 FEET SOUTH OF THE NORTH EDGE OF
 PU2253'THE RIDGE BLUFF.
 PU2253'
 PU2253'REFERENCE MARK 1, A STANDARD DISK STAMPED CUSS NO 1 1962, IS
 PU2253'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2253'DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2253'IT IS 18 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 PU2253'
 PU2253'REFERENCE MARK 2, A STNDARD DISK STAMPED CUSS NO 2 1962, IS
 PU2253'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2253'DIAMETER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 PU2253'IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 PU2253'
 PU2253'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 PU2253'OUTCROPPING BEDROCK, IS STAMPED CUSS 1962.  THE MARK IS 41.0
 PU2253'FEET SOUTH OF THE CENTER OF THE ROAD, 22.5 FEET NORTH OF AN
 PU2253'EAST-WEST FENCE AND 12.5 FEET NORTHEAST OF A METAL WITNESS POST
 PU2253'WITH SIGN ATTACHED.  THE MARK IS ABOUT 1 FOOT LOWER IN ELEVATION
 PU2253'THAN THE SURFACE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2338 ***********************************************************************
 PU2338  DESIGNATION -  CUSTER
 PU2338  PID         -  PU2338
 PU2338  STATE/COUNTY-  SD/LAWRENCE
 PU2338  COUNTRY     -  US
 PU2338  USGS QUAD   -  MINNESOTA RIDGE (2017)
 PU2338
 PU2338                         *CURRENT SURVEY CONTROL
 PU2338  ______________________________________________________________________
 PU2338* NAD 83(1996) POSITION- 44 14 39.36950(N) 103 44 06.09153(W)   ADJUSTED
 PU2338* NAVD 88 ORTHO HEIGHT -  2073.6   (meters)     6803.    (feet) VERTCON3
 PU2338  ______________________________________________________________________
 PU2338  GEOID HEIGHT    -        -13.329 (meters)                     GEOID18
 PU2338  LAPLACE CORR    -         -8.37  (seconds)                    DEFLEC18
 PU2338  HORZ ORDER      -  SECOND
 PU2338
 PU2338.The horizontal coordinates were established by classical geodetic methods
 PU2338.and adjusted by the National Geodetic Survey in January 1998.
 PU2338
 PU2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2338
 PU2338.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2338.GEOID18 height accuracy estimate available here.
 PU2338
 PU2338.Click photographs - Photos may exist for this station.
 PU2338
 PU2338.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2338
 PU2338. The following values were computed from the NAD 83(1996) position.
 PU2338
 PU2338;                    North         East     Units Scale Factor Converg.
 PU2338;SPC SD N     -    52,545.917   301,754.274   MT  1.00003749   -2 38 36.3
 PU2338;SPC SD N     -   172,394.40    990,005.48   sFT  1.00003749   -2 38 36.3
 PU2338;SPC SD S     -   217,858.700   328,370.142   MT  0.99996653   -2 20 48.0
 PU2338;SPC SD S     -   714,758.08  1,077,327.71   sFT  0.99996653   -2 20 48.0
 PU2338;UTM  13      - 4,899,781.865   601,001.426   MT  0.99972546   +0 52 57.6
 PU2338
 PU2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2338!SPC SD N     -   0.99967706  x   1.00003749  =   0.99971454
 PU2338!SPC SD S     -   0.99967706  x   0.99996653  =   0.99964360
 PU2338!UTM  13      -   0.99967706  x   0.99972546  =   0.99940261
 PU2338
 PU2338:                Primary Azimuth Mark                     Grid Az
 PU2338:SPC SD N     -  TERRY                                    321 46 10.0
 PU2338:SPC SD S     -  TERRY                                    321 28 21.7
 PU2338:UTM  13      -  TERRY                                    318 14 36.1
 PU2338
 PU2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0100199781(NAD 83)
 PU2338
 PU2338|---------------------------------------------------------------------|
 PU2338| PID    Reference Object                     Distance      Geod. Az  |
 PU2338|                                                           dddmmss.s |
 PU2338| CP9108 CUSTER RM 1                           9.465 METERS 10403     |
 PU2338| PU2337 CUSTER NE COR RANGERS STA             2.925 METERS 16430     |
 PU2338| PU2340 CUSTER NW COR RANGERS STA             4.560 METERS 23350     |
 PU2338| CP9109 CUSTER RM 2                           4.895 METERS 29829     |
 PU2338| PU2351 TERRY                               APPROX.12.3 KM 3190733.7 |
 PU2338|---------------------------------------------------------------------|
 PU2338
 PU2338                          SUPERSEDED SURVEY CONTROL
 PU2338
 PU2338  NAD 83(1993)-  44 14 39.36234(N)    103 44 06.09439(W) AD(       ) 2
 PU2338  NAD 83(1986)-  44 14 39.36028(N)    103 44 06.08866(W) AD(       ) 2
 PU2338  NAD 27      -  44 14 39.41400(N)    103 44 04.38100(W) AD(       ) 2
 PU2338  NGVD 29 (07/19/86) 2072.9    (m)         6801.     (f) VERT ANG       
 PU2338
 PU2338.Superseded values are not recommended for survey control.
 PU2338
 PU2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2338.See file dsdata.pdf to determine how the superseded data were derived.
 PU2338
 PU2338_MARKER: DS = TRIANGULATION STATION DISK
 PU2338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2338_STAMPING: CUSTER 1925
 PU2338_MARK LOGO: CGS
 PU2338_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2338+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 PU2338
 PU2338  HISTORY     - Date     Condition        Report By
 PU2338  HISTORY     - 1925     MONUMENTED       CGS
 PU2338  HISTORY     - 1950     GOOD             CGS
 PU2338  HISTORY     - 20100530 GOOD             INDIV
 PU2338
 PU2338                          STATION DESCRIPTION
 PU2338
 PU2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PU2338'STATION CUSTER IS ON THE TOP OF CUSTER PEAK, A WELL KNOWN PEAK OF
 PU2338'THE BLACK HILLS, ABOUT 2 METERS (6.6 FEET) N OF THE FOREST
 PU2338'SERVICE LOOKOUT STATION.
 PU2338'
 PU2338'THE STATION IS MARKED WITH A STANDARD BRASS CAP SET ON THE TOP
 PU2338'OF AN IRON PIPE CEMENTED IN THE ROCK.
 PU2338'
 PU2338'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS CEMENTED IN THE
 PU2338'ROCK OUTCROP.
 PU2338'
 PU2338'TO REACH FROM DEADWOOD, SOUTH DAKOTA, FOLLOW HIGHWAY 85 ABOUT
 PU2338'12 MILES TO A SIGN READING CUSTER PEAK LOOKOUT STATION 3
 PU2338'MILES.  TAKE THE ROAD INDICATED TO THE FOOT OF THE TRAIL TO THE
 PU2338'PEAK, WHICH IS AS FAR AS A TRUCK CAN BE DRIVEN.  THERE IS A
 PU2338'VERY GOOD TRAIL TO THE TOP, A CLIMB OF ABOUT 400 FEET IN A HALF
 PU2338'MILE.
 PU2338'
 PU2338'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.00 METERS.
 PU2338
 PU2338                          STATION RECOVERY (1950)
 PU2338
 PU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2338'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PU2338'AN AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE ESTABLISHED.
 PU2338'A NEW ROCK LOOKOUT HOUSE HAS BEEN BUILT AT THE STATION SITE,
 PU2338'AND REFERENCE MARK NO. 1 IS OBSTRUCTED BY AN 8 FOOT ROCK WALL.
 PU2338'A MEASUREMENT WAS MADE TO THE MARK THROUGH A CRACK IN THE WALL
 PU2338'AND WAS IN AGREEMENT WITH THE 1925 MEASUREMENT.  THE DIRECTION
 PU2338'OBSERVED TO REFERENCE MARK NO. 1 WAS MADE BY POINTING THE
 PU2338'FINDER OF THE INSTRUMENT AT THE POINT WHERE THE TAPE PASSED
 PU2338'THROUGH THE WALL.  THE MEASUREMENT TO REFERENCE MARK NO. 2
 PU2338'WAS FOUND TO BE 0.010 METERS SHORTER THAN THE 1925
 PU2338'MEASUREMENT.  REFERENCE MARK NO. 3 WAS USED AS AN ECCENTRIC
 PU2338'SETUP FOR THE MAIN SCHEME OBSERVATIONS.  DESCRIPTION
 PU2338'FOLLOWS--
 PU2338'
 PU2338'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF DEADWOOD ON THE
 PU2338'SUMMIT OF CUSTER PEAK, 1 FOOT NORTH OF THE NORTH WALL OF THE
 PU2338'LOOKOUT HOUSE.  IT IS A STANDARD DISK STAMPED CUSTER 1925 FASTENED
 PU2338'TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 3 INCHES.
 PU2338'
 PU2338'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE EAST WALL OF A
 PU2338'CISTERN THAT IS AT THE EAST EDGE OF THE LOOKOUT HOUSE.  IT IS
 PU2338'A STANDARD DISK STAMPED CUSTER NO 1 1925 SET IN A DRILL HOLE
 PU2338'IN OUTCROPPING BEDROCK.
 PU2338'
 PU2338'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CUSTER NO 2
 PU2338'1925 SET IN A DRILL HOLE IN A BOULDER THAT IS ONE OF THE STEPS AT
 PU2338'THE NORTHWEST ENTRANCE TO THE LOOKOUT HOUSE.
 PU2338'
 PU2338'REFERENCE MARK NO. 3 IS 17 FEET EAST OF THE SOUTHEAST CORNER
 PU2338'OF THE LOOKOUT HOUSE, AND 6.5 FEET WEST OF A FLAGPOLE.  IT IS
 PU2338'A STANDARD DISK STAMPED CUSTER NO 3 1925 SET IN A DRILL HOLE
 PU2338'IN OUTCROPPING BEDROCK.
 PU2338'
 PU2338'THE AZIMUTH MARK IS 43 FEET WEST OF THE CENTER OF A GRAVELED
 PU2338'ROAD, 17 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD TO THE
 PU2338'BASE OF CUSTER MTN., AND 2 FEET SOUTHWEST OF A WITNESS
 PU2338'POST.  IT IS A STANDARD DISK STAMPED CUSTER 1925 SET IN THE
 PU2338'TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 10 INCHES.
 PU2338
 PU2338                          STATION RECOVERY (2010)
 PU2338
 PU2338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFP)
 PU2338'THE STATION MARK AND THE THREE REFERENCE MARKS WERE ALL FOUND IN GOOD
 PU2338'CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS FOUND IN GOOD
 PU2338'CONDITION AS PREVIOUSLY DESCRIBED.  TREES NOW OBSTRUCT THE LINE OF
 PU2338'SIGHT BETWEEN THE AZIMUTH MARK AND THE STATION MARK ON TOP OF CUSTER
 PU2338'PEAK.
 PU2338'
 PU2338'ALL PREVIOUSLY RECORDED REFERENCE TIES ARE SUFFICIENT TO FIND ALL OF
 PU2338'THE MARKERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2339 ***********************************************************************
 PU2339  DESIGNATION -  CUSTER PEAK LOOKOUT TOWER
 PU2339  PID         -  PU2339
 PU2339  STATE/COUNTY-  SD/LAWRENCE
 PU2339  COUNTRY     -  US
 PU2339  USGS QUAD   -  MINNESOTA RIDGE (2017)
 PU2339
 PU2339                         *CURRENT SURVEY CONTROL
 PU2339  ______________________________________________________________________
 PU2339* NAD 83(1996) POSITION- 44 14 39.20780(N) 103 44 06.15396(W)   ADJUSTED
 PU2339  ______________________________________________________________________
 PU2339  GEOID HEIGHT    -        -13.329 (meters)                     GEOID18
 PU2339  LAPLACE CORR    -         -8.37  (seconds)                    DEFLEC18
 PU2339  HORZ ORDER      -  THIRD
 PU2339
 PU2339.The horizontal coordinates were established by classical geodetic methods
 PU2339.and adjusted by the National Geodetic Survey in January 1998.
 PU2339
 PU2339.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2339.GEOID18 height accuracy estimate available here.
 PU2339
 PU2339.Click photographs - Photos may exist for this station.
 PU2339
 PU2339.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2339
 PU2339. The following values were computed from the NAD 83(1996) position.
 PU2339
 PU2339;                    North         East     Units Scale Factor Converg.
 PU2339;SPC SD N     -    52,540.995   301,752.660   MT  1.00003750   -2 38 36.4
 PU2339;SPC SD N     -   172,378.25    990,000.19   sFT  1.00003750   -2 38 36.4
 PU2339;SPC SD S     -   217,853.770   328,368.553   MT  0.99996652   -2 20 48.0
 PU2339;SPC SD S     -   714,741.91  1,077,322.49   sFT  0.99996652   -2 20 48.0
 PU2339;UTM  13      - 4,899,776.855   601,000.118   MT  0.99972546   +0 52 57.6
 PU2339
 PU2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0100099776(NAD 83)
 PU2339
 PU2339                          SUPERSEDED SURVEY CONTROL
 PU2339
 PU2339  NAD 83(1993)-  44 14 39.20071(N)    103 44 06.15719(W) AD(       ) 3
 PU2339  NAD 83(1986)-  44 14 39.19865(N)    103 44 06.15177(W) AD(       ) 3
 PU2339  NAD 27      -  44 14 39.23800(N)    103 44 04.45200(W) AD(       ) 3
 PU2339
 PU2339.Superseded values are not recommended for survey control.
 PU2339
 PU2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2339.See file dsdata.pdf to determine how the superseded data were derived.
 PU2339
 PU2339_MARKER: 57 = LOOKOUT TOWER
 PU2339
 PU2339  HISTORY     - Date     Condition        Report By
 PU2339  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2339
 PU2339                          STATION DESCRIPTION
 PU2339
 PU2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2339'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF DEADWOOD, AND
 PU2339'ON THE SUMMIT OF CUSTER PEAK.
 PU2339'
 PU2339'IT IS A ROCK HOUSE WITH AN OUTSIDE STAIRWAY ON ITS SOUTH
 PU2339'SIDE THAT LEADS TO A GLASS ENCLOSED CROWS-NEST.  ITS DIMENSIONS
 PU2339'ARE ABOUT 20 BY 20 BY 30 FEET.  THE POINT OBSERVED WAS
 PU2339'THE TOP-CENTER OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0848 ***********************************************************************
 OR0848  DESIGNATION -  CUT
 OR0848  PID         -  OR0848
 OR0848  STATE/COUNTY-  SD/BRULE
 OR0848  COUNTRY     -  US
 OR0848  USGS QUAD   -  BIJOU HILLS NE (2017)
 OR0848
 OR0848                         *CURRENT SURVEY CONTROL
 OR0848  ______________________________________________________________________
 OR0848* NAD 83(1996) POSITION- 43 44 40.52477(N) 099 06 14.33556(W)   ADJUSTED
 OR0848* NAVD 88 ORTHO HEIGHT -   520.7   (meters)     1708.    (feet) VERTCON3
 OR0848  ______________________________________________________________________
 OR0848  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 OR0848  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 OR0848  HORZ ORDER      -  FIRST
 OR0848
 OR0848.The horizontal coordinates were established by classical geodetic methods
 OR0848.and adjusted by the National Geodetic Survey in January 1998.
 OR0848
 OR0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0848
 OR0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0848.GEOID18 height accuracy estimate available here.
 OR0848
 OR0848.Click photographs - Photos may exist for this station.
 OR0848
 OR0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0848
 OR0848. The following values were computed from the NAD 83(1996) position.
 OR0848
 OR0848;                    North         East     Units Scale Factor Converg.
 OR0848;SPC SD S     -   157,511.514   699,010.981   MT  0.99990929   +0 50 53.1
 OR0848;SPC SD S     -   516,769.03  2,293,338.53   sFT  0.99990929   +0 50 53.1
 OR0848;UTM  14      - 4,843,510.928   491,627.648   MT  0.99960086   -0 04 18.8
 OR0848
 OR0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0848!SPC SD S     -   0.99992240  x   0.99990929  =   0.99983170
 OR0848!UTM  14      -   0.99992240  x   0.99960086  =   0.99952329
 OR0848
 OR0848:                Primary Azimuth Mark                     Grid Az
 OR0848:SPC SD S     -  CUT AZ MK                                088 28 47.1
 OR0848:UTM  14      -  CUT AZ MK                                089 23 59.0
 OR0848
 OR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9162743510(NAD 83)
 OR0848
 OR0848|---------------------------------------------------------------------|
 OR0848| PID    Reference Object                     Distance      Geod. Az  |
 OR0848|                                                           dddmmss.s |
 OR0848| CO2944 CUT RM 1                             37.027 METERS 08146     |
 OR0848| CO2942 CUT AZ MK                                          0891940.2 |
 OR0848| CO2943 CUT RM                              171.331 METERS 27013     |
 OR0848|---------------------------------------------------------------------|
 OR0848
 OR0848                          SUPERSEDED SURVEY CONTROL
 OR0848
 OR0848  NAD 83(1995)-  43 44 40.52354(N)    099 06 14.34058(W) AD(       ) 1
 OR0848  NAD 83(1986)-  43 44 40.52377(N)    099 06 14.34132(W) AD(       ) 1
 OR0848  NAD 27      -  43 44 40.52800(N)    099 06 12.99500(W) AD(       ) 1
 OR0848  NGVD 29 (07/19/86)  520.3    (m)         1707.     (f) VERT ANG       
 OR0848
 OR0848.Superseded values are not recommended for survey control.
 OR0848
 OR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0848.See file dsdata.pdf to determine how the superseded data were derived.
 OR0848
 OR0848_MARKER: DS = TRIANGULATION STATION DISK
 OR0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0848_STAMPING: CUT 1924
 OR0848_MARK LOGO: CGS
 OR0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0848+STABILITY: SURFACE MOTION
 OR0848
 OR0848  HISTORY     - Date     Condition        Report By
 OR0848  HISTORY     - 1924     MONUMENTED       CGS
 OR0848  HISTORY     - 1934     GOOD             CGS
 OR0848  HISTORY     - 1935     GOOD             CGS
 OR0848  HISTORY     - 1951     MARK NOT FOUND   CGS
 OR0848
 OR0848                          STATION DESCRIPTION
 OR0848
 OR0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0848'THIS STATION IS NEAR THE MAIN HIGHWAY BETWEEN KIMBALL AND
 OR0848'PUKWANA, SOUTH DAKOTA, ABOUT 7 MILES WEST OF KIMBALL AND ABOUT
 OR0848'6 MILES EAST OF PUKWANA.  IT IS JUST SOUTH OF THE FENCE LINE
 OR0848'MARKING THE SOUTH LIMITS OF THE RIGHT-OF-WAY OF THE HIGHWAY
 OR0848'(ABOUT 10 FEET FROM THE FENCE).  IT IS SITUATED ON A DIVIDE
 OR0848'ON THE HIGHWAY OPPOSITE A CUT ON THE HIGH BANK, ABOUT 15 FEET
 OR0848'ABOVE THE ROADWAY.  THE REFERENCE MARK IS ABOUT 560 FEET WEST
 OR0848'OF THE STATION, JUST INSIDE THE SOUTH FENCE LINE.
 OR0848'
 OR0848'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 OR0848'
 OR0848'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.23 METERS.
 OR0848
 OR0848                          STATION RECOVERY (1934)
 OR0848
 OR0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0848'STATION IS AN OLD U.S. COAST AND GEODETIC SURVEY MARK LOCATED
 OR0848'NEAR CENTER OF NORTH SIDE OF SEC. 9, T. 103 N., R. 69 W.,
 OR0848'ABOUT 7.0 MILES WEST OF KIMBALL.  ABOUT 6.0 MILES EAST OF
 OR0848'PUKWANA.  IT IS ON A HIGH BANK AT THE SOUTH EDGE OF U.S.
 OR0848'HIGHWAY 16, AT A POINT WHERE HIGHWAY CROSSES A PROMINENT
 OR0848'KNOLL, 12 FEET SOUTH OF EDGE OF BANK, AND 10 FEET SOUTH OF
 OR0848'FENCE.
 OR0848'
 OR0848'TO REACH FROM JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY
 OR0848'45 (ABOUT 0.75 MILE WEST OF KIMBALL), GO WEST ON U.S. HIGHWAY
 OR0848'16 FOR 6.6 MILES TO TOP OF GRADE AND STATION ON SOUTH SIDE
 OR0848'AT TOP OF CUT BANK.
 OR0848'
 OR0848'REFERENCE MARK NO. 1 IS 121.48 FEET EAST OF STATION, 1 FOOT
 OR0848'SOUTH OF RIGHT-OF-WAY FENCE, AND 39 FEET SOUTH OF CENTERLINE
 OR0848'OF U.S. HIGHWAY 16.
 OR0848'
 OR0848'REFERENCE MARK (1924) IS 562.11 FEET WEST OF STATION, 186
 OR0848'FEET WEST OF RAMP, 4 FEET SOUTH OF FENCE, AND 37 FEET SOUTH
 OR0848'OF CENTERLINE OF U.S. HIGHWAY 16.
 OR0848'
 OR0848'AZIMUTH MARK IS 0.9 MILE EAST OF STATION, 24 FEET SOUTH OF
 OR0848'U.S. HIGHWAY 16, IN FENCE LINE.  TO REACH FROM STATION GO
 OR0848'EAST 0.9 MILE TO MARK ON S.
 OR0848'
 OR0848'OLD MARKS ARE SET IN CONCRETE.
 OR0848'NEW REFERENCE MARK AND AZIMUTH MARK ARE SET IN
 OR0848'CONCRETE.
 OR0848
 OR0848                          STATION RECOVERY (1935)
 OR0848
 OR0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0848'STATION RECOVERED JUNE 11, 1935 AND FOUND TO BE IN GOOD
 OR0848'CONDITION.  DESCRIPTION OF THE STATION MARK WAS FOUND TO
 OR0848'BE CORRECT.  IT IS ABOUT 4 MILES EAST AND 2-1/2 MILES SOUTH
 OR0848'OF PUKWANA.
 OR0848'
 OR0848'REFERENCE MARK (1924) WAS FOUND TO BE 561.9 FEET (SLOPE
 OR0848'DISTANCE) WEST OF STATION.
 OR0848'
 OR0848'REFERENCE MARK NO. 1 (1934) WAS FOUND TO BE 121.1 FEET (SLOPE
 OR0848'DISTANCE) EAST OF STATION.
 OR0848'
 OR0848'AZIMUTH MARK IS ABOUT 0.9 MILE EAST OF STATION, ON SECOND
 OR0848'LOW RIDGE CROSSING U.S. HIGHWAY 16 EAST OF STATION, AND
 OR0848'ABOUT 200 YARDS EAST OF A CONCRETE HIGHWAY CULVERT.
 OR0848
 OR0848                          STATION RECOVERY (1951)
 OR0848
 OR0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OR0848'A SEARCH WAS MADE AT THE DESCRIBED LOCATION FOR THE MARKS.
 OR0848'DUE TO WIDENING OF THE HIGHWAY, AT THE HIGH BANK ON THE S
 OR0848'SIDE OF THE ROAD, WHERE THE MARKS WERE LOCATED, THE STATION
 OR0848'MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK HAVE BEEN
 OR0848'DESTROYED.  THIS STATION SHOULD BE CONSIDERED AS DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0369 ***********************************************************************
 QT0369  DESIGNATION -  CUT RESET
 QT0369  PID         -  QT0369
 QT0369  STATE/COUNTY-  SD/MEADE
 QT0369  COUNTRY     -  US
 QT0369  USGS QUAD   -  FAITH SW (2017)
 QT0369
 QT0369                         *CURRENT SURVEY CONTROL
 QT0369  ______________________________________________________________________
 QT0369* NAD 83(1996) POSITION- 45 01 23.84285(N) 102 12 59.71428(W)   ADJUSTED
 QT0369* NAVD 88 ORTHO HEIGHT -   802.805 (meters)     2633.87  (feet) ADJUSTED
 QT0369  ______________________________________________________________________
 QT0369  GEOID HEIGHT    -        -19.004 (meters)                     GEOID18
 QT0369  LAPLACE CORR    -         -6.71  (seconds)                    DEFLEC18
 QT0369  DYNAMIC HEIGHT  -        802.643 (meters)     2633.34  (feet) COMP
 QT0369  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 QT0369
 QT0369  HORZ ORDER      -  SECOND
 QT0369  VERT ORDER      -  FIRST     CLASS II
 QT0369
 QT0369.The horizontal coordinates were established by classical geodetic methods
 QT0369.and adjusted by the National Geodetic Survey in January 1998.
 QT0369
 QT0369.The orthometric height was determined by differential leveling and
 QT0369.adjusted by the NATIONAL GEODETIC SURVEY
 QT0369.in July 1998.
 QT0369
 QT0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0369.GEOID18 height accuracy estimate available here.
 QT0369
 QT0369.Click photographs - Photos may exist for this station.
 QT0369
 QT0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0369
 QT0369.The dynamic height is computed by dividing the NAVD 88
 QT0369.geopotential number by the normal gravity value computed on the
 QT0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0369.degrees latitude (g = 980.6199 gals.).
 QT0369
 QT0369.The modeled gravity was interpolated from observed gravity values.
 QT0369
 QT0369. The following values were computed from the NAD 83(1996) position.
 QT0369
 QT0369;                    North         East     Units Scale Factor Converg.
 QT0369;SPC SD N     -   134,622.081   425,332.366   MT  0.99993923   -1 34 07.5
 QT0369;SPC SD N     -   441,672.61  1,395,444.60   sFT  0.99993923   -1 34 07.5
 QT0369;UTM  13      - 4,989,306.978   719,286.650   MT  1.00019132   +1 58 11.1
 QT0369
 QT0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0369!SPC SD N     -   0.99987713  x   0.99993923  =   0.99981636
 QT0369!UTM  13      -   0.99987713  x   1.00019132  =   1.00006842
 QT0369
 QT0369:                Primary Azimuth Mark                     Grid Az
 QT0369:SPC SD N     -  B 123                                    091 35 33.9
 QT0369:UTM  13      -  B 123                                    088 03 15.3
 QT0369
 QT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1928689306(NAD 83)
 QT0369
 QT0369|---------------------------------------------------------------------|
 QT0369| PID    Reference Object                     Distance      Geod. Az  |
 QT0369|                                                           dddmmss.s |
 QT0369| QT0113 B 123                                              0900126.4 |
 QT0369| QT0412 FAITH MUNICIPAL TANK                APPROX.13.9 KM 0901951.1 |
 QT0369| QT0111 CUT RM 2                             12.556 METERS 09108     |
 QT0369| QT0110 CUT RM 1                             10.505 METERS 35812     |
 QT0369|---------------------------------------------------------------------|
 QT0369
 QT0369                          SUPERSEDED SURVEY CONTROL
 QT0369
 QT0369  NAD 83(1986)-  45 01 23.83426(N)    102 12 59.71369(W) AD(       ) 2
 QT0369  NAD 27      -  45 01 23.89620(N)    102 12 58.14440(W) AD(       ) 2
 QT0369  NGVD 29 (04/17/07)  802.34   (m)         2632.3    (f) RESET       3  
 QT0369
 QT0369.Superseded values are not recommended for survey control.
 QT0369
 QT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0369.See file dsdata.pdf to determine how the superseded data were derived.
 QT0369
 QT0369_MARKER: DH = HORIZONTAL CONTROL DISK
 QT0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0369_STAMPING: CUT 1950 1981
 QT0369_MARK LOGO: NGS
 QT0369_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0369+STABILITY: SURFACE MOTION
 QT0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0369+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0369
 QT0369  HISTORY     - Date     Condition        Report By
 QT0369  HISTORY     - 1981     MONUMENTED       NGS
 QT0369  HISTORY     - 19810513 GOOD             NGS
 QT0369  HISTORY     - 19960425 GOOD             NGS
 QT0369
 QT0369                          STATION DESCRIPTION
 QT0369
 QT0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QT0369'14.2 KM (8.85 MI) WEST FROM FAITH.
 QT0369'14.2 KM (8.85 MI) WEST ALONG HIGHWAY 212 FROM JUNCTION OF HIGHWAYS
 QT0369'212 AND 73 SOUTH, AT NORTHWEST EDGE OF FAITH, 21.3 METERS
 QT0369'(70.0 FEET) NORTH OF THE CENTER OF THE HIGHWAY, 9.5 METERS
 QT0369'(31.2 FEET) SOUTH-SOUTHEAST OF A POWER POLE, AND 2.7 METERS
 QT0369'(8.7 FEET) NORTH OF A FENCE.
 QT0369'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 QT0369'THE MARK IS 6.6 FT ABOVE HIGHWAY.
 QT0369
 QT0369                          STATION RECOVERY (1981)
 QT0369
 QT0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0369'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND BENCH MARK B 123
 QT0369'WHICH SERVES AS THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. THE
 QT0369'SURFACE STATION MARK AND REFERENCE MARK 2 HAD BEEN DESTROYED BY ROAD
 QT0369'CONSTRUCTION.  THE AREA WHERE THE STATION MARK AND REFERENCE MARK 2
 QT0369'WERE HAS BEEN BLADED DOWN TO ABOUT THE ELEVATION.  A NEW UNDERGROUND
 QT0369'MARK, SURFACE STATION MARK AND REFERENCE MARK 3 WERE ESTABLISHED,
 QT0369'AFTER CHECKING THE DISTANCE FROM THE OLD UNDERGROUND MARK TO REFERENCE
 QT0369'MARK 1 AND THE OLD DIRECTIONS TO REFERENCE MARK 1, BENCH MARK B 123,
 QT0369'FAITH MUNICIPAL TANK AND WAY 1962.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 QT0369'STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) WEST OF FAITH, 21.3 M (69.9
 QT0369'FT) NORTH OF THE CENTER OF HIGHWAY 212, ON THE NORTH SLOPE OF A CUT.
 QT0369'THE PROPERTY IS OWNED BY MR.  DAVID PAUL OF FAITH, SD.  TO REACH THE
 QT0369'STATION FROM THE JUNCTION OF HIGHWAYS 212 AND 73 AT THE NORTHWEST EDGE
 QT0369'OF FAITH, GO WEST ON HIGHWAY 212, 73 FOR 5.1 KM (3.15 MI) TO WHERE
 QT0369'HIGHWAY 73 GOES NORTH.  CONTINUE WEST ON HIGHWAY 212 FOR 7.2 KM (4.45
 QT0369'MI) TO BENCH MARK B 123 ON THE RIGHT. CONTINUE WEST ON HIGHWAY 212 FOR
 QT0369'1.2 KM (0.75 MI) TO THE STATION. THE STATION IS A STANDARD NGS DISK
 QT0369'STAMPED--CUT 1950 1981- -SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QT0369'12 INCHES (30 CM) IN DIAMETER PROJECING 4 INCHES 10 CM ABOVE THE
 QT0369'GROUND.  LOCATED 21.3 METERS (69.9 FT) N FROM THE CENTER OF HIGHWAY
 QT0369'212.  9.5 METERS (31.2 FT) SSE FROM A POWER POLE.  2.65 METERS (8.69
 QT0369'FT) N FROM A FENCE.  0.32 METERS (1.05 FT) S FROM A METAL WITNESS
 QT0369'POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--CUT 1950
 QT0369'1981--IRREGULAR MASS OF CONCRETE 3 FEET (0.9 M) 0.9 METERS (3.0 FT)
 QT0369'BELOW THE SURFACE. REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 QT0369'STAMPED--CUT NO 1 1950--, SET INTO THE TOP OF A ROUND CONCRETE
 QT0369'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 2 INCHES 5 CM ABOVE
 QT0369'THE GROUND.  LOCATED 31.9 METERS (104.7 FT) N FROM THE CENTER OF
 QT0369'HIGHWAY 212.  13.17 METERS (43.21 FT) N FROM A FENCE.  2.6 METERS (8.5
 QT0369'FT) NE FROM A POWER POLE, AND 2 FEET, (0.6 M) 0.6 METERS (2.0 FT)
 QT0369'HIGHER THAN THE STATION. REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 QT0369'STAMPED--CUT NO 3 1981--, SET INTO THE TOP OF A ROUND CONCRETE
 QT0369'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 6 INCHES 15 CM ABOVE
 QT0369'THE GROUND.  LOCATED 27.0 METERS (88.6 FT) N FROM THE CENTER OF
 QT0369'HIGHWAY 212.  23.8 METERS (78.1 FT) ESE FROM A POWER POLE.  8.35
 QT0369'METERS (27.39 FT) N FROM A FENCE.  0.30 METERS (0.98 FT) W FROM A
 QT0369'METAL WITNESS POST, AND 1 FEET (0.3 M) 0.3 METERS (1.0 FT) HIGHER THAN
 QT0369'THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD BENCH MARK DISK
 QT0369'STAMPED--B 123 1934--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 5
 QT0369'INCHES, (12.5) CM ON A SIDE PROJECTING 4 INCHES, 10 CM, ABOVE THE
 QT0369'GROUND.  LOCATED 19.8 METERS (65.0 FT) N FROM THE CENTER OF HIGHWAY
 QT0369'212.  1.65 METERS (5.41 FT) N FROM A METAL WITNESS POST AND FENCE.  TO
 QT0369'REACH THE AZIMUTH MARK FROM THE STATION CUT 1950, GO EAST ON HIGHWAY
 QT0369'212 FOR 1.2 KM (0.75 MI) TO THE MARK ON THE LEFT.
 QT0369
 QT0369                          STATION RECOVERY (1996)
 QT0369
 QT0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0369'13.6 M (44.6 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0369'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 472.0 M (1548.6 FT) WEST OF
 QT0369'MILEPOST 106, 21.8 M (71.5 FT) WEST OF REFERENCE MARK 3, 21.7 M (71.2
 QT0369'FT) NORTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) SOUTH OF
 QT0369'REFERENCE MARK 1, 9.7 M (31.8 FT) SOUTHEAST OF A UTILITY POLE, 2.8 M
 QT0369'(9.2 FT) NORTH OF A WITNESS POST AND FENCE, 1.5 M (4.9 FT) ABOVE THE
 QT0369'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 QT0369'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0110 ***********************************************************************
 QT0110  DESIGNATION -  CUT RM 1
 QT0110  PID         -  QT0110
 QT0110  STATE/COUNTY-  SD/MEADE
 QT0110  COUNTRY     -  US
 QT0110  USGS QUAD   -  FAITH SW (2017)
 QT0110
 QT0110                         *CURRENT SURVEY CONTROL
 QT0110  ______________________________________________________________________
 QT0110* NAD 83(1986) POSITION- 45 01 24.18   (N) 102 12 59.73   (W)   HD_HELD1
 QT0110* NAVD 88 ORTHO HEIGHT -   803.511 (meters)     2636.19  (feet) ADJUSTED
 QT0110  ______________________________________________________________________
 QT0110  GEOID HEIGHT    -        -19.004 (meters)                     GEOID18
 QT0110  DYNAMIC HEIGHT  -        803.349 (meters)     2635.65  (feet) COMP
 QT0110  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 QT0110
 QT0110  VERT ORDER      -  FIRST     CLASS II
 QT0110
 QT0110.The horizontal coordinates were determined by differentially corrected
 QT0110.hand held GPS observations or other comparable positioning techniques
 QT0110.and have an estimated accuracy of +/- 3 meters.
 QT0110
 QT0110.The orthometric height was determined by differential leveling and
 QT0110.adjusted by the NATIONAL GEODETIC SURVEY
 QT0110.in July 1998.
 QT0110
 QT0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0110.GEOID18 height accuracy estimate available here.
 QT0110
 QT0110.Click photographs - Photos may exist for this station.
 QT0110
 QT0110.The dynamic height is computed by dividing the NAVD 88
 QT0110.geopotential number by the normal gravity value computed on the
 QT0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0110.degrees latitude (g = 980.6199 gals.).
 QT0110
 QT0110.The modeled gravity was interpolated from observed gravity values.
 QT0110
 QT0110;                    North         East    Units  Estimated Accuracy
 QT0110;SPC SD N     -   134,632.5     425,332.3     MT  (+/- 3 meters HH1 GPS) 
 QT0110
 QT0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1928589317(NAD 83)
 QT0110
 QT0110                          SUPERSEDED SURVEY CONTROL
 QT0110
 QT0110  NAVD 88 (06/15/91)  803.523  (m)         2636.23   (f) SUPERSEDED  1 2
 QT0110  NGVD 29 (??/??/92)  803.063  (m)         2634.72   (f) ADJ UNCH    1 2
 QT0110
 QT0110.Superseded values are not recommended for survey control.
 QT0110
 QT0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0110.See file dsdata.pdf to determine how the superseded data were derived.
 QT0110
 QT0110_MARKER: DR = REFERENCE MARK DISK
 QT0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0110_STAMPING: CUT NO 1 1950
 QT0110_MARK LOGO: CGS
 QT0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0110+STABILITY: SURFACE MOTION
 QT0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0110+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0110
 QT0110  HISTORY     - Date     Condition        Report By
 QT0110  HISTORY     - 1950     MONUMENTED       CGS
 QT0110  HISTORY     - 1963     GOOD             CGS
 QT0110  HISTORY     - 1981     GOOD             NGS
 QT0110  HISTORY     - 19960425 GOOD             NGS
 QT0110
 QT0110                          STATION DESCRIPTION
 QT0110
 QT0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0110'9 MI W FROM FAITH.
 QT0110'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0110'FAITH, THENCE 8.85 MILES WEST ALONG U.S. HIGHWAY 212 TO THE CREST
 QT0110'OF A SMALL HILL, 34 FEET NORTH OF CUT 1950, 43.0 FEET NORTH OF
 QT0110'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QT0110'PROJECTING 3 INCHES.
 QT0110
 QT0110                          STATION RECOVERY (1981)
 QT0110
 QT0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0110'ABOUT 13.5 KM (8.4 MI) WEST LONG HIGHWAY 212 FROM THE JUNCTIOM OF
 QT0110'HIGHWAYS 73 AND 212 AT THE NORTHWEST EDGE OF FAITH, 31.9 M (104.5 FT)
 QT0110'NORTH OF THE CENTER OF HIGHWAY 212, 13.17 M (43.2 FT ) NORTH OF A
 QT0110'FENCE AND 2.6 MI (8.5 FT) NORTHEAST OF A POWER POLE.
 QT0110
 QT0110                          STATION RECOVERY (1996)
 QT0110
 QT0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0110'13.6 M (44.6 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0110'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 472.0 M (1548.6 FT) WEST OF
 QT0110'MILEPOST 106, 32.3 M (106.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.0
 QT0110'M (72.2 FT) WEST OF REFERENCE MARK 3, 13.4 M (44.0 FT) NORTH OF A
 QT0110'WITNESS POST AND FENCE, 10.6 M (34.8 FT) NORTH OF TRIANGULATION
 QT0110'STATION CUT RESET, 3.2 M (10.5 FT) NORTHEAST OF A UTILITY POLE, 1.5 M
 QT0110'(4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 QT0110'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0370 ***********************************************************************
 QT0370  DESIGNATION -  CUT RM 3
 QT0370  PID         -  QT0370
 QT0370  STATE/COUNTY-  SD/MEADE
 QT0370  COUNTRY     -  US
 QT0370  USGS QUAD   -  FAITH SW (2017)
 QT0370
 QT0370                         *CURRENT SURVEY CONTROL
 QT0370  ______________________________________________________________________
 QT0370* NAD 83(1986) POSITION- 45 01 24.02   (N) 102 12 58.75   (W)   HD_HELD1
 QT0370* NAVD 88 ORTHO HEIGHT -   802.744 (meters)     2633.67  (feet) ADJUSTED
 QT0370  ______________________________________________________________________
 QT0370  GEOID HEIGHT    -        -19.004 (meters)                     GEOID18
 QT0370  DYNAMIC HEIGHT  -        802.582 (meters)     2633.14  (feet) COMP
 QT0370  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 QT0370
 QT0370  VERT ORDER      -  FIRST     CLASS II
 QT0370
 QT0370.The horizontal coordinates were determined by differentially corrected
 QT0370.hand held GPS observations or other comparable positioning techniques
 QT0370.and have an estimated accuracy of +/- 3 meters.
 QT0370
 QT0370.The orthometric height was determined by differential leveling and
 QT0370.adjusted by the NATIONAL GEODETIC SURVEY
 QT0370.in July 1998.
 QT0370
 QT0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0370.GEOID18 height accuracy estimate available here.
 QT0370
 QT0370.Click photographs - Photos may exist for this station.
 QT0370
 QT0370.The dynamic height is computed by dividing the NAVD 88
 QT0370.geopotential number by the normal gravity value computed on the
 QT0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0370.degrees latitude (g = 980.6199 gals.).
 QT0370
 QT0370.The modeled gravity was interpolated from observed gravity values.
 QT0370
 QT0370;                    North         East    Units  Estimated Accuracy
 QT0370;SPC SD N     -   134,627.0     425,353.6     MT  (+/- 3 meters HH1 GPS) 
 QT0370
 QT0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1930789313(NAD 83)
 QT0370
 QT0370                          SUPERSEDED SURVEY CONTROL
 QT0370
 QT0370  NGVD 29 (04/17/07)  802.31   (m)         2632.2    (f) RESET       3  
 QT0370
 QT0370.Superseded values are not recommended for survey control.
 QT0370
 QT0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0370.See file dsdata.pdf to determine how the superseded data were derived.
 QT0370
 QT0370_MARKER: DR = REFERENCE MARK DISK
 QT0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0370_STAMPING: CUT NO 3 1981
 QT0370_MARK LOGO: NGS
 QT0370_PROJECTION: FLUSH
 QT0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0370+STABILITY: SURFACE MOTION
 QT0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0370+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0370
 QT0370  HISTORY     - Date     Condition        Report By
 QT0370  HISTORY     - 1981     MONUMENTED       NGS
 QT0370  HISTORY     - 19960425 GOOD             NGS
 QT0370
 QT0370                          STATION DESCRIPTION
 QT0370
 QT0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QT0370'14.2 KM (8.85 MI) WEST FROM FAITH.
 QT0370'14.2 KM (8.85 MI) WEST ALONG HIGHWAY 212 FROM JUNCTION OF HIGHWAYS
 QT0370'212 AND 73 SOUTH AT NORTHWEST EDGE OF FAITH, 27.0 METERS (88.6 FEET
 QT0370'NORTH OF THE CENTER OF THE HIGHWAY, 23.8 METERS (78.1 FEET)
 QT0370'EAST-SOUTHEAST OF A POWER POLE, AND 8.4 METERS (27.4 FEET) NORTH
 QT0370'OF A FENCE.
 QT0370'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 QT0370'THE MARK IS 6.6 FT ABOVE HIGHWAY.
 QT0370
 QT0370                          STATION RECOVERY (1996)
 QT0370
 QT0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0370'13.6 M (44.6 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0370'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 450.0 M (1476.4 FT) WEST OF
 QT0370'MILEPOST 106, 27.3 M (89.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.0 M
 QT0370'(72.2 FT) EAST OF REFERENCE MARK 1, 21.8 M (71.5 FT) NORTHEAST OF
 QT0370'TRIANGULATION STATION CUT RESET, 8.4 M (27.6 FT) NORTH OF A FENCE, 1.5
 QT0370'M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 QT0370'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0370'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0064 ***********************************************************************
 QQ0064  DESIGNATION -  D
 QQ0064  PID         -  QQ0064
 QQ0064  STATE/COUNTY-  SD/GRANT
 QQ0064  COUNTRY     -  US
 QQ0064  USGS QUAD   -  ORTONVILLE (2019)
 QQ0064
 QQ0064                         *CURRENT SURVEY CONTROL
 QQ0064  ______________________________________________________________________
 QQ0064* NAD 83(1986) POSITION- 45 17 29.     (N) 096 27 10.     (W)   SCALED
 QQ0064* NAVD 88 ORTHO HEIGHT -   296.742 (meters)      973.56  (feet) ADJUSTED
 QQ0064  ______________________________________________________________________
 QQ0064  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 QQ0064  DYNAMIC HEIGHT  -        296.723 (meters)      973.50  (feet) COMP
 QQ0064  MODELED GRAVITY -    980,544.4   (mgal)                       NAVD 88
 QQ0064
 QQ0064  VERT ORDER      -  FIRST     CLASS II
 QQ0064
 QQ0064.The horizontal coordinates were scaled from a map and have
 QQ0064.an estimated accuracy of +/- 6 seconds.
 QQ0064
 QQ0064.The orthometric height was determined by differential leveling and
 QQ0064.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0064.in June 1991.
 QQ0064
 QQ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0064.GEOID18 height accuracy estimate available here.
 QQ0064
 QQ0064.Click photographs - Photos may exist for this station.
 QQ0064
 QQ0064.The dynamic height is computed by dividing the NAVD 88
 QQ0064.geopotential number by the normal gravity value computed on the
 QQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0064.degrees latitude (g = 980.6199 gals.).
 QQ0064
 QQ0064.The modeled gravity was interpolated from observed gravity values.
 QQ0064
 QQ0064;                    North         East    Units  Estimated Accuracy
 QQ0064;SPC SD N     -   168,120.      878,160.      MT  (+/- 180 meters Scaled)
 QQ0064
 QQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR997184(NAD 83)
 QQ0064
 QQ0064                          SUPERSEDED SURVEY CONTROL
 QQ0064
 QQ0064  NGVD 29 (??/??/92)  296.518  (m)          972.83   (f) ADJ UNCH    1 2
 QQ0064
 QQ0064.Superseded values are not recommended for survey control.
 QQ0064
 QQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0064.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0064
 QQ0064_MARKER: B = BOLT
 QQ0064_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QQ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0064
 QQ0064  HISTORY     - Date     Condition        Report By
 QQ0064  HISTORY     - 1904     MONUMENTED       CGS
 QQ0064  HISTORY     - 1934     GOOD             CGS
 QQ0064  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0064
 QQ0064                          STATION DESCRIPTION
 QQ0064
 QQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0064'AT BIG STONE CITY.
 QQ0064'AT THE EAST EDGE OF BIG STONE CITY, GRANT COUNTY, ON U.S. HIGHWAY
 QQ0064'12, 3/8 MILE SOUTHEAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0064'PACIFIC RAILROAD, AT THE INTERSECTION OF A GRAVEL ROAD LEADING
 QQ0064'SOUTH, 52.5 FEET WEST OF THE FIRST POLE EAST OF THE ROAD, 16 FEET
 QQ0064'WEST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE CENTERLINE
 QQ0064'OF THE HIGHWAY, 39.2 FEET EAST OF THE CENTER GASOLINE PUMP OF A
 QQ0064'TEXACO SERVICE STATION, AND ABOUT 8 INCHES UNDERGROUND.
 QQ0064
 QQ0064                          STATION RECOVERY (1997)
 QQ0064
 QQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0064'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0381 ***********************************************************************
 PR0381  DESIGNATION -  D 1
 PR0381  PID         -  PR0381
 PR0381  STATE/COUNTY-  SD/HAMLIN
 PR0381  COUNTRY     -  US
 PR0381  USGS QUAD   -  VIENNA EAST (2017)
 PR0381
 PR0381                         *CURRENT SURVEY CONTROL
 PR0381  ______________________________________________________________________
 PR0381* NAD 83(1986) POSITION- 44 43 54.     (N) 097 26 47.     (W)   SCALED
 PR0381* NAVD 88 ORTHO HEIGHT -   546.148 (meters)     1791.82  (feet) ADJUSTED
 PR0381  ______________________________________________________________________
 PR0381  GEOID HEIGHT    -        -24.792 (meters)                     GEOID18
 PR0381  DYNAMIC HEIGHT  -        546.063 (meters)     1791.54  (feet) COMP
 PR0381  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 PR0381
 PR0381  VERT ORDER      -  FIRST     CLASS II
 PR0381
 PR0381.The horizontal coordinates were scaled from a map and have
 PR0381.an estimated accuracy of +/- 6 seconds.
 PR0381
 PR0381.The orthometric height was determined by differential leveling and
 PR0381.adjusted by the NATIONAL GEODETIC SURVEY
 PR0381.in June 1991.
 PR0381
 PR0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0381.GEOID18 height accuracy estimate available here.
 PR0381
 PR0381.Click photographs - Photos may exist for this station.
 PR0381
 PR0381.The dynamic height is computed by dividing the NAVD 88
 PR0381.geopotential number by the normal gravity value computed on the
 PR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0381.degrees latitude (g = 980.6199 gals.).
 PR0381
 PR0381.The modeled gravity was interpolated from observed gravity values.
 PR0381
 PR0381;                    North         East    Units  Estimated Accuracy
 PR0381;SPC SD N     -   103,020.      802,240.      MT  (+/- 180 meters Scaled)
 PR0381
 PR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ230543(NAD 83)
 PR0381
 PR0381                          SUPERSEDED SURVEY CONTROL
 PR0381
 PR0381  NGVD 29 (??/??/92)  545.863  (m)         1790.89   (f) ADJ UNCH    1 2
 PR0381
 PR0381.Superseded values are not recommended for survey control.
 PR0381
 PR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0381.See file dsdata.pdf to determine how the superseded data were derived.
 PR0381
 PR0381_MARKER: P = PIPE CAP
 PR0381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0381_STAMPING: ELEV 1790.886 FT
 PR0381_MARK LOGO: CGS
 PR0381_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0381
 PR0381  HISTORY     - Date     Condition        Report By
 PR0381  HISTORY     - 1905     MONUMENTED       CGS
 PR0381  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0381
 PR0381                          STATION DESCRIPTION
 PR0381
 PR0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0381'3.5 MI SW FROM HAZEL.
 PR0381'3.5 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 PR0381'STATION AT HAZEL, HAMLIN COUNTY, NEAR THE SOUTH SIDE OF THE
 PR0381'SOUTHWEST QUARTER OF SECTION 28, T 115 N, R 55 W, AT THE CROSSING
 PR0381'OF A SECTION-LINE ROAD, 99 FEET NORTH OF THE CENTER LINE OF THE
 PR0381'ROAD, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 69 FEET
 PR0381'EAST OF THE CROSSING-WARNING SIGN, ABOUT 6 FEET LOWER THAN THE
 PR0381'TRACK, AND ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.  A
 PR0381'STANDARD CAP, STAMPED ELEV 1790.886 FT AND FASTENED ON THE TOP
 PR0381'OF A 3-1/2-INCH IRON PIPE.
 PR0381
 PR0381                          STATION RECOVERY (1973)
 PR0381
 PR0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0459 ***********************************************************************
 OS0459  DESIGNATION -  D 10
 OS0459  PID         -  OS0459
 OS0459  STATE/COUNTY-  SD/JACKSON
 OS0459  COUNTRY     -  US
 OS0459  USGS QUAD   -  WETA (2017)
 OS0459
 OS0459                         *CURRENT SURVEY CONTROL
 OS0459  ______________________________________________________________________
 OS0459* NAD 83(1986) POSITION- 43 46 24.28   (N) 101 43 15.32   (W)   HD_HELD1
 OS0459* NAVD 88 ORTHO HEIGHT -   702.128 (meters)     2303.56  (feet) ADJUSTED
 OS0459  ______________________________________________________________________
 OS0459  GEOID HEIGHT    -        -20.783 (meters)                     GEOID18
 OS0459  DYNAMIC HEIGHT  -        701.906 (meters)     2302.84  (feet) COMP
 OS0459  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 OS0459
 OS0459  VERT ORDER      -  FIRST     CLASS II
 OS0459
 OS0459.The horizontal coordinates were determined by differentially corrected
 OS0459.hand held GPS observations or other comparable positioning techniques
 OS0459.and have an estimated accuracy of +/- 3 meters.
 OS0459
 OS0459.The orthometric height was determined by differential leveling and
 OS0459.adjusted by the NATIONAL GEODETIC SURVEY
 OS0459.in June 1991.
 OS0459
 OS0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0459.GEOID18 height accuracy estimate available here.
 OS0459
 OS0459.Click photographs - Photos may exist for this station.
 OS0459
 OS0459.The dynamic height is computed by dividing the NAVD 88
 OS0459.geopotential number by the normal gravity value computed on the
 OS0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0459.degrees latitude (g = 980.6199 gals.).
 OS0459
 OS0459.The modeled gravity was interpolated from observed gravity values.
 OS0459
 OS0459;                    North         East    Units  Estimated Accuracy
 OS0459;SPC SD S     -   160,913.8     488,299.3     MT  (+/- 3 meters HH1 GPS) 
 OS0459
 OS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8102050305(NAD 83)
 OS0459
 OS0459                          SUPERSEDED SURVEY CONTROL
 OS0459
 OS0459  NGVD 29 (??/??/92)  701.681  (m)         2302.10   (f) ADJ UNCH    1 2
 OS0459
 OS0459.Superseded values are not recommended for survey control.
 OS0459
 OS0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0459.See file dsdata.pdf to determine how the superseded data were derived.
 OS0459
 OS0459_MARKER: DB = BENCH MARK DISK
 OS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0459_STAMPING: D 10 1925 2301.925
 OS0459_MARK LOGO: CGS
 OS0459_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0459+STABILITY: SURFACE MOTION
 OS0459
 OS0459  HISTORY     - Date     Condition        Report By
 OS0459  HISTORY     - 1925     MONUMENTED       CGS
 OS0459  HISTORY     - 1962     GOOD             CGS
 OS0459
 OS0459                          STATION DESCRIPTION
 OS0459
 OS0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0459'12 MI SW FROM KADOKA.
 OS0459'ABOUT 12.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0459'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 22,
 OS0459'T 3 S, R 20 E, 22 POLES WEST OF MILE POST 573, 0.25 MILE WEST
 OS0459'OF COMBINED TOOL SHACK AND TELEPHONE BOOTH AT WETA, 10 POLES WEST
 OS0459'OF A STOCK PEN AT WETA SIDING, 159 FEET EAST OF THE CENTER LINE
 OS0459'OF A GRADED DIRT ROAD, 130 FEET EAST OF A FENCE CORNERPOST,
 OS0459'39 FEET SOUTH OF SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE
 OS0459'POLES, 17 1/2 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A METAL
 OS0459'WITNESS POST, 1 FOOT ABOVE THE RAILS, AND SET IN THE TOP OF A
 OS0459'CONCRETE POST PROJECTING 2-INCHES ON THE NORTH SIDE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0179 ***********************************************************************
 OT0179  DESIGNATION -  D 10 G
 OT0179  PID         -  OT0179
 OT0179  STATE/COUNTY-  SD/PENNINGTON
 OT0179  COUNTRY     -  US
 OT0179  USGS QUAD   -  WALL NE (2017)
 OT0179
 OT0179                         *CURRENT SURVEY CONTROL
 OT0179  ______________________________________________________________________
 OT0179* NAD 83(1986) POSITION- 43 57 24.     (N) 102 03 21.     (W)   SCALED
 OT0179* NAVD 88 ORTHO HEIGHT -   791.038 (meters)     2595.26  (feet) ADJUSTED
 OT0179  ______________________________________________________________________
 OT0179  GEOID HEIGHT    -        -19.645 (meters)                     GEOID18
 OT0179  DYNAMIC HEIGHT  -        790.800 (meters)     2594.48  (feet) COMP
 OT0179  MODELED GRAVITY -    980,290.8   (mgal)                       NAVD 88
 OT0179
 OT0179  VERT ORDER      -  SECOND    CLASS 0
 OT0179
 OT0179.The horizontal coordinates were scaled from a map and have
 OT0179.an estimated accuracy of +/- 6 seconds.
 OT0179
 OT0179.The orthometric height was determined by differential leveling and
 OT0179.adjusted by the NATIONAL GEODETIC SURVEY
 OT0179.in June 1991.
 OT0179
 OT0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0179.GEOID18 height accuracy estimate available here.
 OT0179
 OT0179.Click photographs - Photos may exist for this station.
 OT0179
 OT0179.The dynamic height is computed by dividing the NAVD 88
 OT0179.geopotential number by the normal gravity value computed on the
 OT0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0179.degrees latitude (g = 980.6199 gals.).
 OT0179
 OT0179.The modeled gravity was interpolated from observed gravity values.
 OT0179
 OT0179;                    North         East    Units  Estimated Accuracy
 OT0179;SPC SD S     -   181,770.      461,770.      MT  (+/- 180 meters Scaled)
 OT0179
 OT0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362712(NAD 83)
 OT0179
 OT0179                          SUPERSEDED SURVEY CONTROL
 OT0179
 OT0179  NGVD 29 (??/??/92)  790.59   (m)         2593.8    (f) COMPUTED    2 0
 OT0179
 OT0179.Superseded values are not recommended for survey control.
 OT0179
 OT0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0179.See file dsdata.pdf to determine how the superseded data were derived.
 OT0179
 OT0179_MARKER: DS = TRIANGULATION STATION DISK
 OT0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0179_STAMPING: D 10 G 1961
 OT0179_MARK LOGO: CGS
 OT0179_PROJECTION: FLUSH
 OT0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0179+STABILITY: SURFACE MOTION
 OT0179
 OT0179  HISTORY     - Date     Condition        Report By
 OT0179  HISTORY     - 1961     MONUMENTED       CGS
 OT0179  HISTORY     - 1962     GOOD             CGS
 OT0179
 OT0179                          STATION DESCRIPTION
 OT0179
 OT0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0179'5.2 MI SE FROM QUINN.
 OT0179'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0179'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 1.35
 OT0179'MILES SOUTH ALONG A GRAVELED ROAD TO A GATE AND T-FENCE LINE
 OT0179'ON THE EAST SIDE OF THE ROAD, THENCE 0.2 MILES SOUTHEAST ACROSS
 OT0179'COUNTRY, 0.1 MILE SOUTH OF A EAST-WEST FENCE LINE, 0.25 MILE
 OT0179'NORTHEAST OF A CATTLE GUARD ACROSS GRAVELED ROAD, 52.1 FEET
 OT0179'WEST-SOUTHWEST OF D 10 G R.M. 1, 45.2 FEET NORTH OF D 10 G R.M.
 OT0179'2, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OT0179'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0181 ***********************************************************************
 OT0181  DESIGNATION -  D 10 G AZ MK
 OT0181  PID         -  OT0181
 OT0181  STATE/COUNTY-  SD/PENNINGTON
 OT0181  COUNTRY     -  US
 OT0181  USGS QUAD   -  WALL NE (2017)
 OT0181
 OT0181                         *CURRENT SURVEY CONTROL
 OT0181  ______________________________________________________________________
 OT0181* NAD 83(1986) POSITION- 43 57 42.     (N) 102 03 35.     (W)   SCALED
 OT0181* NAVD 88 ORTHO HEIGHT -   785.537 (meters)     2577.22  (feet) ADJUSTED
 OT0181  ______________________________________________________________________
 OT0181  GEOID HEIGHT    -        -19.634 (meters)                     GEOID18
 OT0181  DYNAMIC HEIGHT  -        785.300 (meters)     2576.44  (feet) COMP
 OT0181  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 OT0181
 OT0181  VERT ORDER      -  SECOND    CLASS 0
 OT0181
 OT0181.The horizontal coordinates were scaled from a map and have
 OT0181.an estimated accuracy of +/- 6 seconds.
 OT0181
 OT0181.The orthometric height was determined by differential leveling and
 OT0181.adjusted by the NATIONAL GEODETIC SURVEY
 OT0181.in June 1991.
 OT0181
 OT0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0181.GEOID18 height accuracy estimate available here.
 OT0181
 OT0181.Click photographs - Photos may exist for this station.
 OT0181
 OT0181.The dynamic height is computed by dividing the NAVD 88
 OT0181.geopotential number by the normal gravity value computed on the
 OT0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0181.degrees latitude (g = 980.6199 gals.).
 OT0181
 OT0181.The modeled gravity was interpolated from observed gravity values.
 OT0181
 OT0181;                    North         East    Units  Estimated Accuracy
 OT0181;SPC SD S     -   182,340.      461,460.      MT  (+/- 180 meters Scaled)
 OT0181
 OT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ358718(NAD 83)
 OT0181
 OT0181                          SUPERSEDED SURVEY CONTROL
 OT0181
 OT0181  NGVD 29 (??/??/92)  785.09   (m)         2575.7    (f) COMPUTED    2 0
 OT0181
 OT0181.Superseded values are not recommended for survey control.
 OT0181
 OT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0181.See file dsdata.pdf to determine how the superseded data were derived.
 OT0181
 OT0181_MARKER: DZ = AZIMUTH MARK DISK
 OT0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0181_STAMPING: D 10 G 1961
 OT0181_MARK LOGO: CGS
 OT0181_PROJECTION: FLUSH
 OT0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0181+STABILITY: SURFACE MOTION
 OT0181
 OT0181  HISTORY     - Date     Condition        Report By
 OT0181  HISTORY     - 1961     MONUMENTED       CGS
 OT0181  HISTORY     - 1962     GOOD             CGS
 OT0181
 OT0181                          STATION DESCRIPTION
 OT0181
 OT0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0181'4.6 MI SE FROM QUINN.
 OT0181'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0181'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 1.05
 OT0181'MILE SOUTH ALONG A GRAVELED ROAD, 91 FEET SOUTH-SOUTHEAST OF
 OT0181'BENCH MARK D 388 SET IN BASE OF CONCRETE CYLINDER, 44 FEET
 OT0181'WEST OF THE CENTER LINE OF THE ROAD, 4.2 FEET SOUTHEAST OF A
 OT0181'METAL WITNESS POST, 3 FEET EAST OF A FENCE, ABOUT LEVEL WITH
 OT0181'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OT0181'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0180 ***********************************************************************
 OT0180  DESIGNATION -  D 10 G RM 1
 OT0180  PID         -  OT0180
 OT0180  STATE/COUNTY-  SD/PENNINGTON
 OT0180  COUNTRY     -  US
 OT0180  USGS QUAD   -  WALL NE (2017)
 OT0180
 OT0180                         *CURRENT SURVEY CONTROL
 OT0180  ______________________________________________________________________
 OT0180* NAD 83(1986) POSITION- 43 57 24.     (N) 102 03 21.     (W)   SCALED
 OT0180* NAVD 88 ORTHO HEIGHT -   790.989 (meters)     2595.10  (feet) ADJUSTED
 OT0180  ______________________________________________________________________
 OT0180  GEOID HEIGHT    -        -19.645 (meters)                     GEOID18
 OT0180  DYNAMIC HEIGHT  -        790.750 (meters)     2594.32  (feet) COMP
 OT0180  MODELED GRAVITY -    980,290.8   (mgal)                       NAVD 88
 OT0180
 OT0180  VERT ORDER      -  SECOND    CLASS 0
 OT0180
 OT0180.The horizontal coordinates were scaled from a map and have
 OT0180.an estimated accuracy of +/- 6 seconds.
 OT0180
 OT0180.The orthometric height was determined by differential leveling and
 OT0180.adjusted by the NATIONAL GEODETIC SURVEY
 OT0180.in June 1991.
 OT0180
 OT0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0180.GEOID18 height accuracy estimate available here.
 OT0180
 OT0180.Click photographs - Photos may exist for this station.
 OT0180
 OT0180.The dynamic height is computed by dividing the NAVD 88
 OT0180.geopotential number by the normal gravity value computed on the
 OT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0180.degrees latitude (g = 980.6199 gals.).
 OT0180
 OT0180.The modeled gravity was interpolated from observed gravity values.
 OT0180
 OT0180;                    North         East    Units  Estimated Accuracy
 OT0180;SPC SD S     -   181,770.      461,770.      MT  (+/- 180 meters Scaled)
 OT0180
 OT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362712(NAD 83)
 OT0180
 OT0180                          SUPERSEDED SURVEY CONTROL
 OT0180
 OT0180  NGVD 29 (??/??/92)  790.54   (m)         2593.6    (f) COMPUTED    2 0
 OT0180
 OT0180.Superseded values are not recommended for survey control.
 OT0180
 OT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0180.See file dsdata.pdf to determine how the superseded data were derived.
 OT0180
 OT0180_MARKER: DR = REFERENCE MARK DISK
 OT0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0180_STAMPING: D 10 G NO 1 1961
 OT0180_MARK LOGO: CGS
 OT0180_PROJECTION: FLUSH
 OT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0180+STABILITY: SURFACE MOTION
 OT0180
 OT0180  HISTORY     - Date     Condition        Report By
 OT0180  HISTORY     - 1961     MONUMENTED       CGS
 OT0180  HISTORY     - 1962     GOOD             CGS
 OT0180
 OT0180                          STATION DESCRIPTION
 OT0180
 OT0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0180'5.2 MI SE FROM QUINN.
 OT0180'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0180'QUINN, THENCE 3.4 EAST ALONG U.S. HIGHWAY 14, THENCE 1.35
 OT0180'MILES SOUTH ALONG A GRAVELED ROAD TO A GATE AND T-FENCE LINE ON
 OT0180'THE EAST SIDE OF THE ROAD, THENCE 0.2 MILE SOUTHEAST ACROSS
 OT0180'COUNTRY, 0.1 MILE SOUTH OF A EAST-WEST FENCE LINE, 52.1 FEET
 OT0180'EAST-NORTHEAST OF D 10 G 1961 TRIANGULATION STATION, AND SET IN
 OT0180'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0178 ***********************************************************************
 OT0178  DESIGNATION -  D 10 G RM 2
 OT0178  PID         -  OT0178
 OT0178  STATE/COUNTY-  SD/PENNINGTON
 OT0178  COUNTRY     -  US
 OT0178  USGS QUAD   -  WALL NE (2017)
 OT0178
 OT0178                         *CURRENT SURVEY CONTROL
 OT0178  ______________________________________________________________________
 OT0178* NAD 83(1986) POSITION- 43 57 24.     (N) 102 03 20.     (W)   SCALED
 OT0178* NAVD 88 ORTHO HEIGHT -   790.907 (meters)     2594.83  (feet) ADJUSTED
 OT0178  ______________________________________________________________________
 OT0178  GEOID HEIGHT    -        -19.646 (meters)                     GEOID18
 OT0178  DYNAMIC HEIGHT  -        790.669 (meters)     2594.05  (feet) COMP
 OT0178  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 OT0178
 OT0178  VERT ORDER      -  SECOND    CLASS 0
 OT0178
 OT0178.The horizontal coordinates were scaled from a map and have
 OT0178.an estimated accuracy of +/- 6 seconds.
 OT0178
 OT0178.The orthometric height was determined by differential leveling and
 OT0178.adjusted by the NATIONAL GEODETIC SURVEY
 OT0178.in June 1991.
 OT0178
 OT0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0178.GEOID18 height accuracy estimate available here.
 OT0178
 OT0178.Click photographs - Photos may exist for this station.
 OT0178
 OT0178.The dynamic height is computed by dividing the NAVD 88
 OT0178.geopotential number by the normal gravity value computed on the
 OT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0178.degrees latitude (g = 980.6199 gals.).
 OT0178
 OT0178.The modeled gravity was interpolated from observed gravity values.
 OT0178
 OT0178;                    North         East    Units  Estimated Accuracy
 OT0178;SPC SD S     -   181,770.      461,790.      MT  (+/- 180 meters Scaled)
 OT0178
 OT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362712(NAD 83)
 OT0178
 OT0178                          SUPERSEDED SURVEY CONTROL
 OT0178
 OT0178  NGVD 29 (??/??/92)  790.46   (m)         2593.4    (f) COMPUTED    2 0
 OT0178
 OT0178.Superseded values are not recommended for survey control.
 OT0178
 OT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0178.See file dsdata.pdf to determine how the superseded data were derived.
 OT0178
 OT0178_MARKER: DR = REFERENCE MARK DISK
 OT0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0178_STAMPING: D 10 G NO 2 1961
 OT0178_MARK LOGO: CGS
 OT0178_PROJECTION: FLUSH
 OT0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0178+STABILITY: SURFACE MOTION
 OT0178
 OT0178  HISTORY     - Date     Condition        Report By
 OT0178  HISTORY     - 1961     MONUMENTED       CGS
 OT0178  HISTORY     - 1962     GOOD             CGS
 OT0178
 OT0178                          STATION DESCRIPTION
 OT0178
 OT0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0178'5.2 MI SE FROM QUINN.
 OT0178'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0178'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 1.35
 OT0178'MILES SOUTH ALONG A GRAVELED ROAD TO A GATE AN T-FENCE ON THE
 OT0178'EAST SIDE OF THE ROAD, THENCE 0.2 MILE SOUTHEAST ACROSS COUNTRY,
 OT0178'0.1 MILE SOUTH OF A EAST-WEST FENCE LINE, 45.2 FEET SOUTH OF
 OT0178'D 10 G 1961 TRIANGULATION STATION, AND SET IN THE TOP OF A
 OT0178'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0184 ***********************************************************************
 OT0184  DESIGNATION -  D 10 H
 OT0184  PID         -  OT0184
 OT0184  STATE/COUNTY-  SD/PENNINGTON
 OT0184  COUNTRY     -  US
 OT0184  USGS QUAD   -  WALL NE (2017)
 OT0184
 OT0184                         *CURRENT SURVEY CONTROL
 OT0184  ______________________________________________________________________
 OT0184* NAD 83(1986) POSITION- 43 57 53.     (N) 102 03 21.     (W)   SCALED
 OT0184* NAVD 88 ORTHO HEIGHT -   788.007 (meters)     2585.32  (feet) ADJUSTED
 OT0184  ______________________________________________________________________
 OT0184  GEOID HEIGHT    -        -19.649 (meters)                     GEOID18
 OT0184  DYNAMIC HEIGHT  -        787.770 (meters)     2584.54  (feet) COMP
 OT0184  MODELED GRAVITY -    980,291.6   (mgal)                       NAVD 88
 OT0184
 OT0184  VERT ORDER      -  SECOND    CLASS 0
 OT0184
 OT0184.The horizontal coordinates were scaled from a map and have
 OT0184.an estimated accuracy of +/- 6 seconds.
 OT0184
 OT0184.The orthometric height was determined by differential leveling and
 OT0184.adjusted by the NATIONAL GEODETIC SURVEY
 OT0184.in June 1991.
 OT0184
 OT0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0184.GEOID18 height accuracy estimate available here.
 OT0184
 OT0184.Click photographs - Photos may exist for this station.
 OT0184
 OT0184.The dynamic height is computed by dividing the NAVD 88
 OT0184.geopotential number by the normal gravity value computed on the
 OT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0184.degrees latitude (g = 980.6199 gals.).
 OT0184
 OT0184.The modeled gravity was interpolated from observed gravity values.
 OT0184
 OT0184;                    North         East    Units  Estimated Accuracy
 OT0184;SPC SD S     -   182,670.      461,780.      MT  (+/- 180 meters Scaled)
 OT0184
 OT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ361721(NAD 83)
 OT0184
 OT0184                          SUPERSEDED SURVEY CONTROL
 OT0184
 OT0184  NGVD 29 (??/??/92)  787.555  (m)         2583.84   (f) ADJ UNCH    2 0
 OT0184
 OT0184.Superseded values are not recommended for survey control.
 OT0184
 OT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0184.See file dsdata.pdf to determine how the superseded data were derived.
 OT0184
 OT0184_MARKER: DS = TRIANGULATION STATION DISK
 OT0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0184_STAMPING: D 10 H 1961
 OT0184_MARK LOGO: CGS
 OT0184_PROJECTION: FLUSH
 OT0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0184+STABILITY: SURFACE MOTION
 OT0184
 OT0184  HISTORY     - Date     Condition        Report By
 OT0184  HISTORY     - 1961     MONUMENTED       CGS
 OT0184  HISTORY     - 1962     GOOD             CGS
 OT0184
 OT0184                          STATION DESCRIPTION
 OT0184
 OT0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0184'4.6 MI SE FROM QUINN.
 OT0184'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0184'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 0.8
 OT0184'MILE SOUTH ALONG A GRAVELED ROAD, 220 FEET SOUTH OF THE CENTER
 OT0184'LINE OF THE ROAD, ON THE CREST OF A SMALL HILL, 190 FEET SOUTH
 OT0184'OF A FENCE, 51.2 FEET WEST OF D 10 H R.M. 1, 50.2 FEET NORTH
 OT0184'OF D 10 H R.M. 2, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 OT0184'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0185 ***********************************************************************
 OT0185  DESIGNATION -  D 10 H RM 1
 OT0185  PID         -  OT0185
 OT0185  STATE/COUNTY-  SD/PENNINGTON
 OT0185  COUNTRY     -  US
 OT0185  USGS QUAD   -  WALL NE (2017)
 OT0185
 OT0185                         *CURRENT SURVEY CONTROL
 OT0185  ______________________________________________________________________
 OT0185* NAD 83(1986) POSITION- 43 57 53.     (N) 102 03 20.     (W)   SCALED
 OT0185* NAVD 88 ORTHO HEIGHT -   787.956 (meters)     2585.15  (feet) ADJUSTED
 OT0185  ______________________________________________________________________
 OT0185  GEOID HEIGHT    -        -19.650 (meters)                     GEOID18
 OT0185  DYNAMIC HEIGHT  -        787.719 (meters)     2584.37  (feet) COMP
 OT0185  MODELED GRAVITY -    980,291.6   (mgal)                       NAVD 88
 OT0185
 OT0185  VERT ORDER      -  SECOND    CLASS 0
 OT0185
 OT0185.The horizontal coordinates were scaled from a map and have
 OT0185.an estimated accuracy of +/- 6 seconds.
 OT0185
 OT0185.The orthometric height was determined by differential leveling and
 OT0185.adjusted by the NATIONAL GEODETIC SURVEY
 OT0185.in June 1991.
 OT0185
 OT0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0185.GEOID18 height accuracy estimate available here.
 OT0185
 OT0185.Click photographs - Photos may exist for this station.
 OT0185
 OT0185.The dynamic height is computed by dividing the NAVD 88
 OT0185.geopotential number by the normal gravity value computed on the
 OT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0185.degrees latitude (g = 980.6199 gals.).
 OT0185
 OT0185.The modeled gravity was interpolated from observed gravity values.
 OT0185
 OT0185;                    North         East    Units  Estimated Accuracy
 OT0185;SPC SD S     -   182,670.      461,810.      MT  (+/- 180 meters Scaled)
 OT0185
 OT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362721(NAD 83)
 OT0185
 OT0185                          SUPERSEDED SURVEY CONTROL
 OT0185
 OT0185  NGVD 29 (??/??/92)  787.504  (m)         2583.67   (f) ADJ UNCH    2 0
 OT0185
 OT0185.Superseded values are not recommended for survey control.
 OT0185
 OT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0185.See file dsdata.pdf to determine how the superseded data were derived.
 OT0185
 OT0185_MARKER: DR = REFERENCE MARK DISK
 OT0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0185_STAMPING: D 10 H NO 1 1961
 OT0185_MARK LOGO: CGS
 OT0185_PROJECTION: FLUSH
 OT0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0185+STABILITY: SURFACE MOTION
 OT0185
 OT0185  HISTORY     - Date     Condition        Report By
 OT0185  HISTORY     - 1961     MONUMENTED       CGS
 OT0185  HISTORY     - 1962     GOOD             CGS
 OT0185
 OT0185                          STATION DESCRIPTION
 OT0185
 OT0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0185'4.6 MI SE FROM QUINN.
 OT0185'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0185'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 0.8
 OT0185'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG
 OT0185'AN OLD ASPHALT ROAD, 190 FEET SOUTH OF A FENCE, 51.2 FEET EAST
 OT0185'OF D 10 H 1961 TRIANGULATION STATION, AND SET IN THE TOP OF A
 OT0185'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0183 ***********************************************************************
 OT0183  DESIGNATION -  D 10 H RM 2
 OT0183  PID         -  OT0183
 OT0183  STATE/COUNTY-  SD/PENNINGTON
 OT0183  COUNTRY     -  US
 OT0183  USGS QUAD   -  WALL NE (2017)
 OT0183
 OT0183                         *CURRENT SURVEY CONTROL
 OT0183  ______________________________________________________________________
 OT0183* NAD 83(1986) POSITION- 43 57 52.     (N) 102 03 22.     (W)   SCALED
 OT0183* NAVD 88 ORTHO HEIGHT -   787.753 (meters)     2584.49  (feet) ADJUSTED
 OT0183  ______________________________________________________________________
 OT0183  GEOID HEIGHT    -        -19.648 (meters)                     GEOID18
 OT0183  DYNAMIC HEIGHT  -        787.516 (meters)     2583.71  (feet) COMP
 OT0183  MODELED GRAVITY -    980,291.5   (mgal)                       NAVD 88
 OT0183
 OT0183  VERT ORDER      -  SECOND    CLASS 0
 OT0183
 OT0183.The horizontal coordinates were scaled from a map and have
 OT0183.an estimated accuracy of +/- 6 seconds.
 OT0183
 OT0183.The orthometric height was determined by differential leveling and
 OT0183.adjusted by the NATIONAL GEODETIC SURVEY
 OT0183.in June 1991.
 OT0183
 OT0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0183.GEOID18 height accuracy estimate available here.
 OT0183
 OT0183.Click photographs - Photos may exist for this station.
 OT0183
 OT0183.The dynamic height is computed by dividing the NAVD 88
 OT0183.geopotential number by the normal gravity value computed on the
 OT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0183.degrees latitude (g = 980.6199 gals.).
 OT0183
 OT0183.The modeled gravity was interpolated from observed gravity values.
 OT0183
 OT0183;                    North         East    Units  Estimated Accuracy
 OT0183;SPC SD S     -   182,640.      461,760.      MT  (+/- 180 meters Scaled)
 OT0183
 OT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ361721(NAD 83)
 OT0183
 OT0183                          SUPERSEDED SURVEY CONTROL
 OT0183
 OT0183  NGVD 29 (??/??/92)  787.301  (m)         2583.00   (f) ADJ UNCH    2 0
 OT0183
 OT0183.Superseded values are not recommended for survey control.
 OT0183
 OT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0183.See file dsdata.pdf to determine how the superseded data were derived.
 OT0183
 OT0183_MARKER: DR = REFERENCE MARK DISK
 OT0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0183_STAMPING: D 10 H NO 2 1961
 OT0183_MARK LOGO: CGS
 OT0183_PROJECTION: FLUSH
 OT0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0183+STABILITY: SURFACE MOTION
 OT0183
 OT0183  HISTORY     - Date     Condition        Report By
 OT0183  HISTORY     - 1961     MONUMENTED       CGS
 OT0183  HISTORY     - 1962     GOOD             CGS
 OT0183
 OT0183                          STATION DESCRIPTION
 OT0183
 OT0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0183'4.6 MI SE FROM QUINN.
 OT0183'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0183'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 0.8
 OT0183'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG AN
 OT0183'OLD ASPHALT ROAD, 270 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OT0183'240 FEET SOUTH OF A FENCE, 50.2 FEET SOUTH OF D 10 H 1961
 OT0183'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OT0183'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1568 ***********************************************************************
 PU1568  DESIGNATION -  D 11
 PU1568  PID         -  PU1568
 PU1568  STATE/COUNTY-  SD/PENNINGTON
 PU1568  COUNTRY     -  US
 PU1568  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1568
 PU1568                         *CURRENT SURVEY CONTROL
 PU1568  ______________________________________________________________________
 PU1568* NAD 83(2011) POSITION- 44 02 49.28113(N) 103 07 53.18250(W)   ADJUSTED
 PU1568* NAD 83(2011) ELLIP HT-   923.478 (meters)        (06/27/12)   ADJUSTED
 PU1568* NAD 83(2011) EPOCH   -  2010.00
 PU1568* NAVD 88 ORTHO HEIGHT -   939.912 (meters)     3083.69  (feet) ADJUSTED
 PU1568  ______________________________________________________________________
 PU1568  GEOID HEIGHT    -        -16.423 (meters)                     GEOID18
 PU1568  NAD 83(2011) X  - -1,043,352.482 (meters)                     COMP
 PU1568  NAD 83(2011) Y  - -4,472,421.683 (meters)                     COMP
 PU1568  NAD 83(2011) Z  -  4,412,490.577 (meters)                     COMP
 PU1568  LAPLACE CORR    -        -12.55  (seconds)                    DEFLEC18
 PU1568  DYNAMIC HEIGHT  -        939.586 (meters)     3082.63  (feet) COMP
 PU1568  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 PU1568
 PU1568  VERT ORDER      -  FIRST     CLASS II
 PU1568
 PU1568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU1568  Standards:
 PU1568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU1568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU1568  -------------------------------------------------------------------
 PU1568  NETWORK    1.47   1.55           0.66   0.53   0.79     -0.06781538
 PU1568  -------------------------------------------------------------------
 PU1568  Click here for local accuracies and other accuracy information.
 PU1568
 PU1568.The horizontal coordinates were established by GPS observations
 PU1568.and adjusted by the National Geodetic Survey in June 2012.
 PU1568
 PU1568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU1568.been affixed to the stable North American tectonic plate. See 
 PU1568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU1568
 PU1568.The horizontal coordinates are valid at the epoch date displayed above
 PU1568.which is a decimal equivalence of Year/Month/Day.
 PU1568
 PU1568.The orthometric height was determined by differential leveling and
 PU1568.adjusted by the NATIONAL GEODETIC SURVEY
 PU1568.in June 1991.
 PU1568
 PU1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1568.GEOID18 height accuracy estimate available here.
 PU1568
 PU1568.Click photographs - Photos may exist for this station.
 PU1568
 PU1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU1568
 PU1568.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1568
 PU1568.The ellipsoidal height was determined by GPS observations
 PU1568.and is referenced to NAD 83.
 PU1568
 PU1568.The dynamic height is computed by dividing the NAVD 88
 PU1568.geopotential number by the normal gravity value computed on the
 PU1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1568.degrees latitude (g = 980.6199 gals.).
 PU1568
 PU1568.The modeled gravity was interpolated from observed gravity values.
 PU1568
 PU1568. The following values were computed from the NAD 83(2011) position.
 PU1568
 PU1568;                    North         East     Units Scale Factor Converg.
 PU1568;SPC SD S     -   194,156.185   375,808.905   MT  0.99993482   -1 55 49.0
 PU1568;SPC SD S     -   636,994.08  1,232,966.38   sFT  0.99993482   -1 55 49.0
 PU1568;UTM  13      - 4,878,792.912   649,692.727   MT  0.99987560   +1 17 57.7
 PU1568
 PU1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1568!SPC SD S     -   0.99985522  x   0.99993482  =   0.99979005
 PU1568!UTM  13      -   0.99985522  x   0.99987560  =   0.99973083
 PU1568
 PU1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4969278792(NAD 83)
 PU1568
 PU1568                          SUPERSEDED SURVEY CONTROL
 PU1568
 PU1568  NAD 83(2007)-  44 02 49.28101(N)    103 07 53.18361(W) AD(2002.00) 0
 PU1568  ELLIP H (02/10/07)  923.506  (m)                       GP(2002.00)    
 PU1568  ELLIP H (04/20/04)  923.487  (m)                       GP(       ) 4 2
 PU1568  NAD 83(1996)-  44 02 49.28039(N)    103 07 53.18364(W) AD(       ) 1
 PU1568  ELLIP H (09/12/00)  923.544  (m)                       GP(       ) 4 1
 PU1568  NAVD 88             939.91   (m)         3083.7    (f) LEVELING    3  
 PU1568  NGVD 29 (??/??/92)  939.431  (m)         3082.12   (f) ADJ UNCH    1 2
 PU1568
 PU1568.Superseded values are not recommended for survey control.
 PU1568
 PU1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1568.See file dsdata.pdf to determine how the superseded data were derived.
 PU1568
 PU1568_MARKER: DB = BENCH MARK DISK
 PU1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1568_STAMPING: D 11 1925 3082.117
 PU1568_MARK LOGO: CGS
 PU1568_PROJECTION: FLUSH
 PU1568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1568+STABILITY: SURFACE MOTION
 PU1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1568+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000
 PU1568
 PU1568  HISTORY     - Date     Condition        Report By
 PU1568  HISTORY     - 1925     MONUMENTED       CGS
 PU1568  HISTORY     - 1962     GOOD             CGS
 PU1568  HISTORY     - 1985     GOOD             NGS
 PU1568  HISTORY     - 20000330 GOOD             GEOMET
 PU1568  HISTORY     - 20110311 MARK NOT FOUND   INDIV
 PU1568  HISTORY     - 20110415 MARK NOT FOUND   INDIV
 PU1568
 PU1568                          STATION DESCRIPTION
 PU1568
 PU1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1568'5.8 MI SE FROM RAPID CITY.
 PU1568'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1568'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1568'STATION AT MILE POST 655, 0.2 MILE NORTHWEST OF THE STATION SIGN
 PU1568'AT MURPHY, 7 RAILS NORTHWEST OF THE NORTHWEST END OF THE SIDING,
 PU1568'112 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD CROSSING,
 PU1568'56 FEET WEST OF THE CENTER LINE OF THE ROAD 39 1/2 FEET NORTHEAST
 PU1568'OF THE NORTHEAST RAIL, 16 FEET WEST-SOUTHWEST OF A TRIPLE
 PU1568'BRACED POWER POLE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PU1568'WITH THE GROUND.
 PU1568
 PU1568                          STATION RECOVERY (1985)
 PU1568
 PU1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1568'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1568'MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE POST OFFICE AT
 PU1568'RAPID CITY, THENCE 7.25 KM (4.55 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 PU1568'0.25 KM (0.15 MI) NORTHWEST OF MILEPOST 51, IN THE SOUTHWEST CORNER OF
 PU1568'THE Y JUNCTION OF COUNTY ROAD C 209, 55.8 METERS (183 FT) SOUTHWEST OF
 PU1568'THE HIGHWAY CENTERLINE, 17.5 METERS (57.5 FT) WEST OF THE CENTER OF
 PU1568'THE ROAD, 12.0 METERS (39.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 PU1568'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND 7.9 METERS (26
 PU1568'FT) WEST OF A POWER POLE.
 PU1568'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 PU1568'THE MARK IS 0.3 M BELOW THE ROAD.
 PU1568
 PU1568                          STATION RECOVERY (2000)
 PU1568
 PU1568'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 PU1568'RECOVERED AS DESCRIBED.
 PU1568
 PU1568                          STATION RECOVERY (2011)
 PU1568
 PU1568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JCC)
 PU1568'MARK NOT FOUND, DESTROYED AT TIME OF ROAD RE-ALIGNMENT
 PU1568
 PU1568                          STATION RECOVERY (2011)
 PU1568
 PU1568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1568'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0355 ***********************************************************************
 PU0355  DESIGNATION -  D 11 E
 PU0355  PID         -  PU0355
 PU0355  STATE/COUNTY-  SD/PENNINGTON
 PU0355  COUNTRY     -  US
 PU0355  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0355
 PU0355                         *CURRENT SURVEY CONTROL
 PU0355  ______________________________________________________________________
 PU0355* NAD 83(1986) POSITION- 44 01 40.     (N) 102 04 19.     (W)   SCALED
 PU0355* NAVD 88 ORTHO HEIGHT -   798.999 (meters)     2621.38  (feet) ADJUSTED
 PU0355  ______________________________________________________________________
 PU0355  GEOID HEIGHT    -        -19.597 (meters)                     GEOID18
 PU0355  DYNAMIC HEIGHT  -        798.763 (meters)     2620.61  (feet) COMP
 PU0355  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 PU0355
 PU0355  VERT ORDER      -  SECOND    CLASS 0
 PU0355
 PU0355.The horizontal coordinates were scaled from a map and have
 PU0355.an estimated accuracy of +/- 6 seconds.
 PU0355
 PU0355.The orthometric height was determined by differential leveling and
 PU0355.adjusted by the NATIONAL GEODETIC SURVEY
 PU0355.in June 1991.
 PU0355
 PU0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0355.GEOID18 height accuracy estimate available here.
 PU0355
 PU0355.Click photographs - Photos may exist for this station.
 PU0355
 PU0355.The dynamic height is computed by dividing the NAVD 88
 PU0355.geopotential number by the normal gravity value computed on the
 PU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0355.degrees latitude (g = 980.6199 gals.).
 PU0355
 PU0355.The modeled gravity was interpolated from observed gravity values.
 PU0355
 PU0355;                    North         East    Units  Estimated Accuracy
 PU0355;SPC SD S     -   189,700.      460,640.      MT  (+/- 180 meters Scaled)
 PU0355
 PU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ346791(NAD 83)
 PU0355
 PU0355                          SUPERSEDED SURVEY CONTROL
 PU0355
 PU0355  NGVD 29 (??/??/92)  798.55   (m)         2619.9    (f) COMPUTED    2 0
 PU0355
 PU0355.Superseded values are not recommended for survey control.
 PU0355
 PU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0355.See file dsdata.pdf to determine how the superseded data were derived.
 PU0355
 PU0355_MARKER: DS = TRIANGULATION STATION DISK
 PU0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0355_STAMPING: D 11 E 1961
 PU0355_MARK LOGO: CGS
 PU0355_PROJECTION: FLUSH
 PU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0355+STABILITY: SURFACE MOTION
 PU0355
 PU0355  HISTORY     - Date     Condition        Report By
 PU0355  HISTORY     - 1961     MONUMENTED       CGS
 PU0355  HISTORY     - 1962     GOOD             CGS
 PU0355
 PU0355                          STATION DESCRIPTION
 PU0355
 PU0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0355'7.8 MI NE FROM QUINN.
 PU0355'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0355'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 3.95
 PU0355'MILES NORTH ALONG A GRAVELED ROAD TO A GATE ON WEST SIDE OF THE
 PU0355'ROAD, THENCE 0.3 MILE NORTHWEST ACROSS COUNTRY, ON CREST OF SMALL
 PU0355'HILL, ABOUT 0.4 MILES NORTHEAST OF A FARMHOUSE AMONG A GROVE OF
 PU0355'TREES, 0.25 MILE WEST OF NORTH-SOUTH GRAVELED ROAD, 151.7 FEET
 PU0355'NORTH OF D 11 E R.M. 2, 51.3 FEET WEST OF D 11 E R.M. 1, AND SET
 PU0355'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0354 ***********************************************************************
 PU0354  DESIGNATION -  D 11 E RM 1
 PU0354  PID         -  PU0354
 PU0354  STATE/COUNTY-  SD/PENNINGTON
 PU0354  COUNTRY     -  US
 PU0354  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0354
 PU0354                         *CURRENT SURVEY CONTROL
 PU0354  ______________________________________________________________________
 PU0354* NAD 83(1986) POSITION- 44 01 40.     (N) 102 04 19.     (W)   SCALED
 PU0354* NAVD 88 ORTHO HEIGHT -   798.623 (meters)     2620.15  (feet) ADJUSTED
 PU0354  ______________________________________________________________________
 PU0354  GEOID HEIGHT    -        -19.597 (meters)                     GEOID18
 PU0354  DYNAMIC HEIGHT  -        798.387 (meters)     2619.37  (feet) COMP
 PU0354  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 PU0354
 PU0354  VERT ORDER      -  SECOND    CLASS 0
 PU0354
 PU0354.The horizontal coordinates were scaled from a map and have
 PU0354.an estimated accuracy of +/- 6 seconds.
 PU0354
 PU0354.The orthometric height was determined by differential leveling and
 PU0354.adjusted by the NATIONAL GEODETIC SURVEY
 PU0354.in June 1991.
 PU0354
 PU0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0354.GEOID18 height accuracy estimate available here.
 PU0354
 PU0354.Click photographs - Photos may exist for this station.
 PU0354
 PU0354.The dynamic height is computed by dividing the NAVD 88
 PU0354.geopotential number by the normal gravity value computed on the
 PU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0354.degrees latitude (g = 980.6199 gals.).
 PU0354
 PU0354.The modeled gravity was interpolated from observed gravity values.
 PU0354
 PU0354;                    North         East    Units  Estimated Accuracy
 PU0354;SPC SD S     -   189,700.      460,640.      MT  (+/- 180 meters Scaled)
 PU0354
 PU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ346791(NAD 83)
 PU0354
 PU0354                          SUPERSEDED SURVEY CONTROL
 PU0354
 PU0354  NGVD 29 (??/??/92)  798.18   (m)         2618.7    (f) COMPUTED    2 0
 PU0354
 PU0354.Superseded values are not recommended for survey control.
 PU0354
 PU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0354.See file dsdata.pdf to determine how the superseded data were derived.
 PU0354
 PU0354_MARKER: DR = REFERENCE MARK DISK
 PU0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0354_STAMPING: D 11 E NO 1 1961
 PU0354_MARK LOGO: CGS
 PU0354_PROJECTION: FLUSH
 PU0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0354+STABILITY: SURFACE MOTION
 PU0354
 PU0354  HISTORY     - Date     Condition        Report By
 PU0354  HISTORY     - 1961     MONUMENTED       CGS
 PU0354  HISTORY     - 1962     GOOD             CGS
 PU0354
 PU0354                          STATION DESCRIPTION
 PU0354
 PU0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0354'7.8 MI NE FROM QUINN.
 PU0354'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0354'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 3.95
 PU0354'MILES NORTH ALONG A GRAVELED ROAD TO A GATE ON THE WEST SIDE OF
 PU0354'THE ROAD, THENCE 0.3 MILE NORTHWEST ACROSS COUNTRY, ON THE CREST
 PU0354'OF A SMALL HILL, ABOUT 0.4 MILES NORTHEAST OF A FARMHOUSE AMONG
 PU0354'A GROVE OF TREES, 53.3 FEET EAST OF D 11 E 1961 TRIANGULATION
 PU0354'STATION, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0354'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0356 ***********************************************************************
 PU0356  DESIGNATION -  D 11 E RM 2
 PU0356  PID         -  PU0356
 PU0356  STATE/COUNTY-  SD/PENNINGTON
 PU0356  COUNTRY     -  US
 PU0356  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0356
 PU0356                         *CURRENT SURVEY CONTROL
 PU0356  ______________________________________________________________________
 PU0356* NAD 83(1986) POSITION- 44 01 40.     (N) 102 04 20.     (W)   SCALED
 PU0356* NAVD 88 ORTHO HEIGHT -   798.651 (meters)     2620.24  (feet) ADJUSTED
 PU0356  ______________________________________________________________________
 PU0356  GEOID HEIGHT    -        -19.596 (meters)                     GEOID18
 PU0356  DYNAMIC HEIGHT  -        798.415 (meters)     2619.47  (feet) COMP
 PU0356  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 PU0356
 PU0356  VERT ORDER      -  SECOND    CLASS 0
 PU0356
 PU0356.The horizontal coordinates were scaled from a map and have
 PU0356.an estimated accuracy of +/- 6 seconds.
 PU0356
 PU0356.The orthometric height was determined by differential leveling and
 PU0356.adjusted by the NATIONAL GEODETIC SURVEY
 PU0356.in June 1991.
 PU0356
 PU0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0356.GEOID18 height accuracy estimate available here.
 PU0356
 PU0356.Click photographs - Photos may exist for this station.
 PU0356
 PU0356.The dynamic height is computed by dividing the NAVD 88
 PU0356.geopotential number by the normal gravity value computed on the
 PU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0356.degrees latitude (g = 980.6199 gals.).
 PU0356
 PU0356.The modeled gravity was interpolated from observed gravity values.
 PU0356
 PU0356;                    North         East    Units  Estimated Accuracy
 PU0356;SPC SD S     -   189,700.      460,620.      MT  (+/- 180 meters Scaled)
 PU0356
 PU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ346791(NAD 83)
 PU0356
 PU0356                          SUPERSEDED SURVEY CONTROL
 PU0356
 PU0356  NGVD 29 (??/??/92)  798.20   (m)         2618.8    (f) COMPUTED    2 0
 PU0356
 PU0356.Superseded values are not recommended for survey control.
 PU0356
 PU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0356.See file dsdata.pdf to determine how the superseded data were derived.
 PU0356
 PU0356_MARKER: DR = REFERENCE MARK DISK
 PU0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0356_STAMPING: D 11 E NO 2 1961
 PU0356_MARK LOGO: CGS
 PU0356_PROJECTION: FLUSH
 PU0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0356+STABILITY: SURFACE MOTION
 PU0356
 PU0356  HISTORY     - Date     Condition        Report By
 PU0356  HISTORY     - 1961     MONUMENTED       CGS
 PU0356  HISTORY     - 1962     GOOD             CGS
 PU0356
 PU0356                          STATION DESCRIPTION
 PU0356
 PU0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0356'7.8 MI NE FROM QUINN.
 PU0356'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0356'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 3.95
 PU0356'MILES NORTH ALONG A GRAVELED ROAD TO A GATE ON THE WEST SIDE OF
 PU0356'THE HILL, ABOUT 0.4 MILE NORTHEAST OF A FARMHOUSE AMONG A GROVE
 PU0356'OF TREES, 51.7 FEET SOUTH OF D 11 E 1961 TRIANGULATION STATION,
 PU0356'71.2 FEET SOUTHWEST OF D 11 E NO 1, AND SET IN THE TOP OF A
 PU0356'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0359 ***********************************************************************
 PU0359  DESIGNATION -  D 11 F
 PU0359  PID         -  PU0359
 PU0359  STATE/COUNTY-  SD/PENNINGTON
 PU0359  COUNTRY     -  US
 PU0359  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0359
 PU0359                         *CURRENT SURVEY CONTROL
 PU0359  ______________________________________________________________________
 PU0359* NAD 83(1986) POSITION- 44 01 50.     (N) 102 04 02.     (W)   SCALED
 PU0359* NAVD 88 ORTHO HEIGHT -   798.912 (meters)     2621.10  (feet) ADJUSTED
 PU0359  ______________________________________________________________________
 PU0359  GEOID HEIGHT    -        -19.613 (meters)                     GEOID18
 PU0359  DYNAMIC HEIGHT  -        798.676 (meters)     2620.32  (feet) COMP
 PU0359  MODELED GRAVITY -    980,296.5   (mgal)                       NAVD 88
 PU0359
 PU0359  VERT ORDER      -  SECOND    CLASS 0
 PU0359
 PU0359.The horizontal coordinates were scaled from a map and have
 PU0359.an estimated accuracy of +/- 6 seconds.
 PU0359
 PU0359.The orthometric height was determined by differential leveling and
 PU0359.adjusted by the NATIONAL GEODETIC SURVEY
 PU0359.in June 1991.
 PU0359
 PU0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0359.GEOID18 height accuracy estimate available here.
 PU0359
 PU0359.Click photographs - Photos may exist for this station.
 PU0359
 PU0359.The dynamic height is computed by dividing the NAVD 88
 PU0359.geopotential number by the normal gravity value computed on the
 PU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0359.degrees latitude (g = 980.6199 gals.).
 PU0359
 PU0359.The modeled gravity was interpolated from observed gravity values.
 PU0359
 PU0359;                    North         East    Units  Estimated Accuracy
 PU0359;SPC SD S     -   190,000.      461,020.      MT  (+/- 180 meters Scaled)
 PU0359
 PU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ350794(NAD 83)
 PU0359
 PU0359                          SUPERSEDED SURVEY CONTROL
 PU0359
 PU0359  NGVD 29 (??/??/92)  798.46   (m)         2619.6    (f) COMPUTED    2 0
 PU0359
 PU0359.Superseded values are not recommended for survey control.
 PU0359
 PU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0359.See file dsdata.pdf to determine how the superseded data were derived.
 PU0359
 PU0359_MARKER: DS = TRIANGULATION STATION DISK
 PU0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0359_STAMPING: D 11 F 1961
 PU0359_MARK LOGO: CGS
 PU0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0359+STABILITY: SURFACE MOTION
 PU0359
 PU0359  HISTORY     - Date     Condition        Report By
 PU0359  HISTORY     - 1961     MONUMENTED       CGS
 PU0359  HISTORY     - 1962     GOOD             CGS
 PU0359
 PU0359                          STATION DESCRIPTION
 PU0359
 PU0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0359'7.9 MI NE FROM QUINN.
 PU0359'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0359'QUINN, THENCE 3.4 MILE EAST ALONG U.S. HIGHWAY 14, THENCE 4.3
 PU0359'MILES NORTH ALONG A GRAVELED ROAD, 32 1/2 FEET EAST OF THE CENTER
 PU0359'LINE OF THE ROAD, 51.5 FEET NORTH OF D 11 F R.M. 2, 50.8 FEET
 PU0359'WEST OF D 11 F R.M. 1, 3 1/2 FEET SOUTH-SOUTHEAST OF A T-CORNER
 PU0359'FENCE POST WITH A FENCE LEADING EAST, 2 1/2 FEET SOUTH OF A
 PU0359'FENCE, 3 FEET EAST OF A FENCE, 5.0 FEET NORTH-NORTHEAST OF A
 PU0359'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PU0359'PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0358 ***********************************************************************
 PU0358  DESIGNATION -  D 11 F RM 1
 PU0358  PID         -  PU0358
 PU0358  STATE/COUNTY-  SD/PENNINGTON
 PU0358  COUNTRY     -  US
 PU0358  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0358
 PU0358                         *CURRENT SURVEY CONTROL
 PU0358  ______________________________________________________________________
 PU0358* NAD 83(1986) POSITION- 44 01 49.     (N) 102 04 02.     (W)   SCALED
 PU0358* NAVD 88 ORTHO HEIGHT -   799.824 (meters)     2624.09  (feet) ADJUSTED
 PU0358  ______________________________________________________________________
 PU0358  GEOID HEIGHT    -        -19.614 (meters)                     GEOID18
 PU0358  DYNAMIC HEIGHT  -        799.588 (meters)     2623.32  (feet) COMP
 PU0358  MODELED GRAVITY -    980,296.5   (mgal)                       NAVD 88
 PU0358
 PU0358  VERT ORDER      -  SECOND    CLASS 0
 PU0358
 PU0358.The horizontal coordinates were scaled from a map and have
 PU0358.an estimated accuracy of +/- 6 seconds.
 PU0358
 PU0358.The orthometric height was determined by differential leveling and
 PU0358.adjusted by the NATIONAL GEODETIC SURVEY
 PU0358.in June 1991.
 PU0358
 PU0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0358.GEOID18 height accuracy estimate available here.
 PU0358
 PU0358.Click photographs - Photos may exist for this station.
 PU0358
 PU0358.The dynamic height is computed by dividing the NAVD 88
 PU0358.geopotential number by the normal gravity value computed on the
 PU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0358.degrees latitude (g = 980.6199 gals.).
 PU0358
 PU0358.The modeled gravity was interpolated from observed gravity values.
 PU0358
 PU0358;                    North         East    Units  Estimated Accuracy
 PU0358;SPC SD S     -   189,970.      461,020.      MT  (+/- 180 meters Scaled)
 PU0358
 PU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ350794(NAD 83)
 PU0358
 PU0358                          SUPERSEDED SURVEY CONTROL
 PU0358
 PU0358  NGVD 29 (??/??/92)  799.37   (m)         2622.6    (f) COMPUTED    2 0
 PU0358
 PU0358.Superseded values are not recommended for survey control.
 PU0358
 PU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0358.See file dsdata.pdf to determine how the superseded data were derived.
 PU0358
 PU0358_MARKER: DR = REFERENCE MARK DISK
 PU0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0358_STAMPING: D 11 F NO 1 1961
 PU0358_MARK LOGO: CGS
 PU0358_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0358+STABILITY: SURFACE MOTION
 PU0358
 PU0358  HISTORY     - Date     Condition        Report By
 PU0358  HISTORY     - 1961     MONUMENTED       CGS
 PU0358  HISTORY     - 1962     GOOD             CGS
 PU0358
 PU0358                          STATION DESCRIPTION
 PU0358
 PU0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0358'7.9 MI NE FROM QUINN.
 PU0358'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0358'QUINN, THENCE 3.4 MILES EAST ALONG HIGHWAY 14, THENCE 4.3 MILES
 PU0358'NORTH ALONG A GRAVELED ROAD, 83 1/2 FEET EAST OF THE CENTER LINE
 PU0358'OF THE ROAD, 50.8 FEET EAST OF D 11 F 1961 TRIANGULATION STATION,
 PU0358'1 FOOT SOUTH OF A T-FENCE LEADING EAST, AND SET IN THE TOP OF
 PU0358'A CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0357 ***********************************************************************
 PU0357  DESIGNATION -  D 11 F RM 2
 PU0357  PID         -  PU0357
 PU0357  STATE/COUNTY-  SD/PENNINGTON
 PU0357  COUNTRY     -  US
 PU0357  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0357
 PU0357                         *CURRENT SURVEY CONTROL
 PU0357  ______________________________________________________________________
 PU0357* NAD 83(1986) POSITION- 44 01 50.     (N) 102 04 01.     (W)   SCALED
 PU0357* NAVD 88 ORTHO HEIGHT -   798.878 (meters)     2620.99  (feet) ADJUSTED
 PU0357  ______________________________________________________________________
 PU0357  GEOID HEIGHT    -        -19.614 (meters)                     GEOID18
 PU0357  DYNAMIC HEIGHT  -        798.642 (meters)     2620.21  (feet) COMP
 PU0357  MODELED GRAVITY -    980,296.5   (mgal)                       NAVD 88
 PU0357
 PU0357  VERT ORDER      -  SECOND    CLASS 0
 PU0357
 PU0357.The horizontal coordinates were scaled from a map and have
 PU0357.an estimated accuracy of +/- 6 seconds.
 PU0357
 PU0357.The orthometric height was determined by differential leveling and
 PU0357.adjusted by the NATIONAL GEODETIC SURVEY
 PU0357.in June 1991.
 PU0357
 PU0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0357.GEOID18 height accuracy estimate available here.
 PU0357
 PU0357.Click photographs - Photos may exist for this station.
 PU0357
 PU0357.The dynamic height is computed by dividing the NAVD 88
 PU0357.geopotential number by the normal gravity value computed on the
 PU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0357.degrees latitude (g = 980.6199 gals.).
 PU0357
 PU0357.The modeled gravity was interpolated from observed gravity values.
 PU0357
 PU0357;                    North         East    Units  Estimated Accuracy
 PU0357;SPC SD S     -   190,000.      461,040.      MT  (+/- 180 meters Scaled)
 PU0357
 PU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ350794(NAD 83)
 PU0357
 PU0357                          SUPERSEDED SURVEY CONTROL
 PU0357
 PU0357  NGVD 29 (??/??/92)  798.43   (m)         2619.5    (f) COMPUTED    2 0
 PU0357
 PU0357.Superseded values are not recommended for survey control.
 PU0357
 PU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0357.See file dsdata.pdf to determine how the superseded data were derived.
 PU0357
 PU0357_MARKER: DR = REFERENCE MARK DISK
 PU0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0357_STAMPING: D 11 F NO 2 1961
 PU0357_MARK LOGO: CGS
 PU0357_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0357+STABILITY: SURFACE MOTION
 PU0357
 PU0357  HISTORY     - Date     Condition        Report By
 PU0357  HISTORY     - 1961     MONUMENTED       CGS
 PU0357  HISTORY     - 1962     GOOD             CGS
 PU0357
 PU0357                          STATION DESCRIPTION
 PU0357
 PU0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0357'7.9 MI NE FROM QUINN.
 PU0357'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0357'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 4.3
 PU0357'MILES NORTH ALONG A GRAVELED ROAD, 51.5 FEET SOUTH OF D 11 F
 PU0357'1961 TRIANGULATION STATION, 29 1/2 FEET EAST OF THE CENTER LINE
 PU0357'OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, AND SET IN THE TOP OF
 PU0357'A CONCRETE POST WHICH PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0351 ***********************************************************************
 QT0351  DESIGNATION -  D 119
 QT0351  PID         -  QT0351
 QT0351  STATE/COUNTY-  SD/PERKINS
 QT0351  COUNTRY     -  US
 QT0351  USGS QUAD   -  LEMMON (2017)
 QT0351
 QT0351                         *CURRENT SURVEY CONTROL
 QT0351  ______________________________________________________________________
 QT0351* NAD 83(1996) POSITION- 45 56 39.79319(N) 102 09 34.58513(W)   ADJUSTED
 QT0351* NAVD 88 ORTHO HEIGHT -   783.004 (meters)     2568.91  (feet) ADJUSTED
 QT0351  ______________________________________________________________________
 QT0351  GEOID HEIGHT    -        -18.887 (meters)                     GEOID18
 QT0351  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 QT0351  DYNAMIC HEIGHT  -        782.913 (meters)     2568.61  (feet) COMP
 QT0351  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 QT0351
 QT0351  HORZ ORDER      -  SECOND
 QT0351  VERT ORDER      -  SECOND    CLASS 0
 QT0351
 QT0351.The horizontal coordinates were established by classical geodetic methods
 QT0351.and adjusted by the National Geodetic Survey in January 1998.
 QT0351
 QT0351.The orthometric height was determined by differential leveling and
 QT0351.adjusted by the NATIONAL GEODETIC SURVEY
 QT0351.in June 1991.
 QT0351
 QT0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0351.GEOID18 height accuracy estimate available here.
 QT0351
 QT0351.Click photographs - Photos may exist for this station.
 QT0351
 QT0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0351
 QT0351.The dynamic height is computed by dividing the NAVD 88
 QT0351.geopotential number by the normal gravity value computed on the
 QT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0351.degrees latitude (g = 980.6199 gals.).
 QT0351
 QT0351.The modeled gravity was interpolated from observed gravity values.
 QT0351
 QT0351. The following values were computed from the NAD 83(1996) position.
 QT0351
 QT0351;                    North         East     Units Scale Factor Converg.
 QT0351;SPC SD N     -   236,833.982   432,551.865   MT  1.00006087   -1 31 42.4
 QT0351;SPC SD N     -   777,012.82  1,419,130.58   sFT  1.00006087   -1 31 42.4
 QT0351;UTM  13      - 5,091,791.896   720,155.582   MT  1.00019589   +2 02 31.6
 QT0351
 QT0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0351!SPC SD N     -   0.99988022  x   1.00006087  =   0.99994109
 QT0351!UTM  13      -   0.99988022  x   1.00019589  =   1.00007609
 QT0351
 QT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2015591791(NAD 83)
 QT0351
 QT0351                          SUPERSEDED SURVEY CONTROL
 QT0351
 QT0351  NAD 83(1986)-  45 56 39.78458(N)    102 09 34.58266(W) AD(       ) 2
 QT0351  NAD 27      -  45 56 39.77500(N)    102 09 33.02400(W) AD(       ) 2
 QT0351  NGVD 29 (??/??/92)  782.510  (m)         2567.28   (f) ADJ UNCH    2 0
 QT0351  NGVD 29             782.52   (m)         2567.3    (f) LEVELING    3  
 QT0351
 QT0351.Superseded values are not recommended for survey control.
 QT0351
 QT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0351.See file dsdata.pdf to determine how the superseded data were derived.
 QT0351
 QT0351_MARKER: DB = BENCH MARK DISK
 QT0351_STAMPING: D 119 1934
 QT0351_MARK LOGO: CGS
 QT0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0351
 QT0351  HISTORY     - Date     Condition        Report By
 QT0351  HISTORY     - 1934     MONUMENTED       CGS
 QT0351
 QT0351                          STATION DESCRIPTION
 QT0351
 QT0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0351'THE MARK IS LOCATED ABOUT 9.8 MI (15.7 KM) EAST OF WHITE BUTTE, 8.9 MI
 QT0351'(14.4 KM) WEST OF THUNDER HAWK AND IN THE TOWN OF LEMMON, SD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0350 ***********************************************************************
 OT0350  DESIGNATION -  D 12
 OT0350  PID         -  OT0350
 OT0350  STATE/COUNTY-  SD/CUSTER
 OT0350  COUNTRY     -  US
 OT0350  USGS QUAD   -  BUFFALO GAP (2017)
 OT0350
 OT0350                         *CURRENT SURVEY CONTROL
 OT0350  ______________________________________________________________________
 OT0350* NAD 83(1986) POSITION- 43 29 04.     (N) 103 20 00.     (W)   SCALED
 OT0350* NAVD 88 ORTHO HEIGHT -  1021.160 (meters)     3350.26  (feet) ADJUSTED
 OT0350  ______________________________________________________________________
 OT0350  GEOID HEIGHT    -        -16.004 (meters)                     GEOID18
 OT0350  DYNAMIC HEIGHT  -       1020.750 (meters)     3348.91  (feet) COMP
 OT0350  MODELED GRAVITY -    980,183.0   (mgal)                       NAVD 88
 OT0350
 OT0350  VERT ORDER      -  FIRST     CLASS II
 OT0350
 OT0350.The horizontal coordinates were scaled from a map and have
 OT0350.an estimated accuracy of +/- 6 seconds.
 OT0350
 OT0350.The orthometric height was determined by differential leveling and
 OT0350.adjusted by the NATIONAL GEODETIC SURVEY
 OT0350.in June 1991.
 OT0350
 OT0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0350.GEOID18 height accuracy estimate available here.
 OT0350
 OT0350.Click photographs - Photos may exist for this station.
 OT0350
 OT0350.The dynamic height is computed by dividing the NAVD 88
 OT0350.geopotential number by the normal gravity value computed on the
 OT0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0350.degrees latitude (g = 980.6199 gals.).
 OT0350
 OT0350.The modeled gravity was interpolated from observed gravity values.
 OT0350
 OT0350;                    North         East    Units  Estimated Accuracy
 OT0350;SPC SD S     -   132,260.      357,380.      MT  (+/- 180 meters Scaled)
 OT0350
 OT0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ347159(NAD 83)
 OT0350
 OT0350                          SUPERSEDED SURVEY CONTROL
 OT0350
 OT0350  NGVD 29 (??/??/92) 1020.668  (m)         3348.64   (f) ADJ UNCH    1 2
 OT0350
 OT0350.Superseded values are not recommended for survey control.
 OT0350
 OT0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0350.See file dsdata.pdf to determine how the superseded data were derived.
 OT0350
 OT0350_MARKER: DB = BENCH MARK DISK
 OT0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0350_STAMPING: D 12 1926
 OT0350_MARK LOGO: CGS
 OT0350_PROJECTION: FLUSH
 OT0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0350+STABILITY: SURFACE MOTION
 OT0350
 OT0350  HISTORY     - Date     Condition        Report By
 OT0350  HISTORY     - 1926     MONUMENTED       CGS
 OT0350  HISTORY     - 1963     GOOD             CGS
 OT0350  HISTORY     - 1985     GOOD             NGS
 OT0350
 OT0350                          STATION DESCRIPTION
 OT0350
 OT0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0350'1.4 MI SW FROM BUFFALO GAP.
 OT0350'0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN HILLS
 OT0350'BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A GRAVELED
 OT0350'ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 0.2
 OT0350'MILE SOUTH ALONG STATE HIGHWAY 79, ON THE OUTSIDE OF A CURVE IN
 OT0350'THE ROAD, IN SECTION 31, T 6 S, R 7 E, 104 FEET SOUTHEAST OF THE
 OT0350'CENTER LINE OF THE HIGHWAY, 38 FEET NORTHWEST OF THE CENTER
 OT0350'LINE OF AN OLD ABANDONED RAILROAD GRADE, 5 FEET SOUTHEAST OF A
 OT0350'FENCE, 5.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET
 OT0350'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OT0350'POST FLUSH WITH THE GROUND.
 OT0350
 OT0350                          STATION RECOVERY (1985)
 OT0350
 OT0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0350'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 OT0350'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0350'SPRINGS, THENCE 10.8 KM (6.75 MI) NORTHEAST ALONG STATE HIGHWAY 79,
 OT0350'0.65 KM (0.4 MI) SOUTH OF MILEPOST 34, 0.3 KM (0.2 MI) SOUTH OF THE T
 OT0350'JUNCTION OF A DIRT ROAD LEADING EAST TO BUFFALO GAP, 31.7 METERS (104
 OT0350'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 11.6 METERS (38 FT) WEST OF
 OT0350'THE CENTER OF THE OLD RAILROAD BED AND 1.5 METERS (5 FT) SOUTHEAST OF
 OT0350'THE RIGHT-OF-WAY FENCE.
 OT0350'THE MARK IS 1.5 METERS  SE FROM  A WITNESS POST
 OT0350'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1950 ***********************************************************************
 PU1950  DESIGNATION -  D 121
 PU1950  PID         -  PU1950
 PU1950  STATE/COUNTY-  SD/BUTTE
 PU1950  COUNTRY     -  US
 PU1950  USGS QUAD   -  NISLAND (2017)
 PU1950
 PU1950                         *CURRENT SURVEY CONTROL
 PU1950  ______________________________________________________________________
 PU1950* NAD 83(1986) POSITION- 44 41 18.     (N) 103 30 16.     (W)   SCALED
 PU1950* NAVD 88 ORTHO HEIGHT -   865.013 (meters)     2837.96  (feet) ADJUSTED
 PU1950  ______________________________________________________________________
 PU1950  GEOID HEIGHT    -        -16.157 (meters)                     GEOID18
 PU1950  DYNAMIC HEIGHT  -        864.787 (meters)     2837.22  (feet) COMP
 PU1950  MODELED GRAVITY -    980,328.1   (mgal)                       NAVD 88
 PU1950
 PU1950  VERT ORDER      -  SECOND    CLASS 0
 PU1950
 PU1950.The horizontal coordinates were scaled from a map and have
 PU1950.an estimated accuracy of +/- 6 seconds.
 PU1950
 PU1950.The orthometric height was determined by differential leveling and
 PU1950.adjusted by the NATIONAL GEODETIC SURVEY
 PU1950.in June 1991.
 PU1950
 PU1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1950.GEOID18 height accuracy estimate available here.
 PU1950
 PU1950.Click photographs - Photos may exist for this station.
 PU1950
 PU1950.The dynamic height is computed by dividing the NAVD 88
 PU1950.geopotential number by the normal gravity value computed on the
 PU1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1950.degrees latitude (g = 980.6199 gals.).
 PU1950
 PU1950.The modeled gravity was interpolated from observed gravity values.
 PU1950
 PU1950;                    North         East    Units  Estimated Accuracy
 PU1950;SPC SD N     -   101,020.      322,290.      MT  (+/- 180 meters Scaled)
 PU1950
 PU1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK185494(NAD 83)
 PU1950
 PU1950                          SUPERSEDED SURVEY CONTROL
 PU1950
 PU1950  NGVD 29 (??/??/92)  864.528  (m)         2836.37   (f) ADJ UNCH    2 0
 PU1950
 PU1950.Superseded values are not recommended for survey control.
 PU1950
 PU1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1950.See file dsdata.pdf to determine how the superseded data were derived.
 PU1950
 PU1950_MARKER: DB = BENCH MARK DISK
 PU1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1950_STAMPING: D 121 1934
 PU1950_MARK LOGO: CGS
 PU1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1950+STABILITY: SURFACE MOTION
 PU1950
 PU1950  HISTORY     - Date     Condition        Report By
 PU1950  HISTORY     - 1934     MONUMENTED       CGS
 PU1950  HISTORY     - 1962     GOOD             CGS
 PU1950
 PU1950                          STATION DESCRIPTION
 PU1950
 PU1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1950'2.6 MI NE FROM NISLAND.
 PU1950'2.6 MILE NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1950'FROM THE STATION AT NISLAND, AT A GRADED ROAD CROSSING, 20 POLES
 PU1950'NORTHEAST OF MILE POST NO 18, 87 FEET SOUTHWEST OF THE CENTERLINE
 PU1950'OF THE CROSSING, 68 FEET WEST OF THE CENTERLINE OF THE ROAD, 45.7
 PU1950'FEET SOUTH OF THE SOUTH RAIL, 32 FEET WEST OF A FENCE CORNER,
 PU1950'2.5 FEET NORTH OF A FENCE LINE, 1.2 FEET EAST OF A WITNESS
 PU1950'POST, 1 FOOT BELOW THE TRACK, A CONCRETE POST PROJECTING ABOUT
 PU1950'0.2 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0740 ***********************************************************************
 PU0740  DESIGNATION -  D 122
 PU0740  PID         -  PU0740
 PU0740  STATE/COUNTY-  SD/MEADE
 PU0740  COUNTRY     -  US
 PU0740  USGS QUAD   -  CAMP CREEK (2017)
 PU0740
 PU0740                         *CURRENT SURVEY CONTROL
 PU0740  ______________________________________________________________________
 PU0740* NAD 83(1986) POSITION- 44 58 30.     (N) 102 52 38.     (W)   SCALED
 PU0740* NAVD 88 ORTHO HEIGHT -   843.688 (meters)     2768.00  (feet) ADJUSTED
 PU0740  ______________________________________________________________________
 PU0740  GEOID HEIGHT    -        -17.438 (meters)                     GEOID18
 PU0740  DYNAMIC HEIGHT  -        843.508 (meters)     2767.41  (feet) COMP
 PU0740  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 PU0740
 PU0740  VERT ORDER      -  SECOND    CLASS 0
 PU0740
 PU0740.The horizontal coordinates were scaled from a map and have
 PU0740.an estimated accuracy of +/- 6 seconds.
 PU0740
 PU0740.The orthometric height was determined by differential leveling and
 PU0740.adjusted by the NATIONAL GEODETIC SURVEY
 PU0740.in June 1991.
 PU0740
 PU0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0740.GEOID18 height accuracy estimate available here.
 PU0740
 PU0740.Click photographs - Photos may exist for this station.
 PU0740
 PU0740.The dynamic height is computed by dividing the NAVD 88
 PU0740.geopotential number by the normal gravity value computed on the
 PU0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0740.degrees latitude (g = 980.6199 gals.).
 PU0740
 PU0740.The modeled gravity was interpolated from observed gravity values.
 PU0740
 PU0740;                    North         East    Units  Estimated Accuracy
 PU0740;SPC SD N     -   130,900.      373,100.      MT  (+/- 180 meters Scaled)
 PU0740
 PU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK673823(NAD 83)
 PU0740
 PU0740                          SUPERSEDED SURVEY CONTROL
 PU0740
 PU0740  NGVD 29 (??/??/92)  843.215  (m)         2766.45   (f) ADJ UNCH    2 0
 PU0740
 PU0740.Superseded values are not recommended for survey control.
 PU0740
 PU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0740.See file dsdata.pdf to determine how the superseded data were derived.
 PU0740
 PU0740_MARKER: DB = BENCH MARK DISK
 PU0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0740_STAMPING: D 122 1934
 PU0740_MARK LOGO: CGS
 PU0740_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0740+STABILITY: SURFACE MOTION
 PU0740
 PU0740  HISTORY     - Date     Condition        Report By
 PU0740  HISTORY     - 1934     MONUMENTED       CGS
 PU0740  HISTORY     - 1962     GOOD             CGS
 PU0740
 PU0740                          STATION DESCRIPTION
 PU0740
 PU0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0740'2.2 MI S FROM MUD BUTTE.
 PU0740'2.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MUD
 PU0740'BUTTE, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER A CREEK, 44 FEET
 PU0740'EAST OF THE CENTER LINE OF THE ROAD, 27.0 FEET NORTH-NORTHEAST
 PU0740'OF A CURVE SIGN, 1.6 FEET EAST OF A FENCE, 1.6 FEET EAST OF
 PU0740'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0740'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0125 ***********************************************************************
 QT0125  DESIGNATION -  D 123 RESET
 QT0125  PID         -  QT0125
 QT0125  STATE/COUNTY-  SD/MEADE
 QT0125  COUNTRY     -  US
 QT0125  USGS QUAD   -  FAITH SW (2017)
 QT0125
 QT0125                         *CURRENT SURVEY CONTROL
 QT0125  ______________________________________________________________________
 QT0125* NAD 83(1986) POSITION- 45 01 18.     (N) 102 07 35.     (W)   SCALED
 QT0125* NAVD 88 ORTHO HEIGHT -   774.516 (meters)     2541.06  (feet) ADJUSTED
 QT0125  ______________________________________________________________________
 QT0125  GEOID HEIGHT    -        -19.235 (meters)                     GEOID18
 QT0125  DYNAMIC HEIGHT  -        774.360 (meters)     2540.55  (feet) COMP
 QT0125  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 QT0125
 QT0125  VERT ORDER      -  FIRST     CLASS II
 QT0125
 QT0125.The horizontal coordinates were scaled from a map and have
 QT0125.an estimated accuracy of +/- 6 seconds.
 QT0125
 QT0125.The orthometric height was determined by differential leveling and
 QT0125.adjusted by the NATIONAL GEODETIC SURVEY
 QT0125.in July 1998.
 QT0125
 QT0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0125.GEOID18 height accuracy estimate available here.
 QT0125
 QT0125.Click photographs - Photos may exist for this station.
 QT0125
 QT0125.The dynamic height is computed by dividing the NAVD 88
 QT0125.geopotential number by the normal gravity value computed on the
 QT0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0125.degrees latitude (g = 980.6199 gals.).
 QT0125
 QT0125.The modeled gravity was interpolated from observed gravity values.
 QT0125
 QT0125;                    North         East    Units  Estimated Accuracy
 QT0125;SPC SD N     -   134,250.      432,430.      MT  (+/- 180 meters Scaled)
 QT0125
 QT0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK263893(NAD 83)
 QT0125
 QT0125                          SUPERSEDED SURVEY CONTROL
 QT0125
 QT0125  NAVD 88 (06/15/91)  774.504  (m)         2541.02   (f) SUPERSEDED  1 2
 QT0125  NGVD 29 (??/??/92)  774.046  (m)         2539.52   (f) ADJ UNCH    1 2
 QT0125
 QT0125.Superseded values are not recommended for survey control.
 QT0125
 QT0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0125.See file dsdata.pdf to determine how the superseded data were derived.
 QT0125
 QT0125_MARKER: DB = BENCH MARK DISK
 QT0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0125_STAMPING: D 123 RESET 1946
 QT0125_MARK LOGO: CGS
 QT0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0125+STABILITY: SURFACE MOTION
 QT0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0125+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0125
 QT0125  HISTORY     - Date     Condition        Report By
 QT0125  HISTORY     - 1946     MONUMENTED       CGS
 QT0125  HISTORY     - 1963     GOOD             CGS
 QT0125  HISTORY     - 1981     GOOD             NGS
 QT0125  HISTORY     - 19960425 GOOD             NGS
 QT0125
 QT0125                          STATION DESCRIPTION
 QT0125
 QT0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0125'4.4 MI W FROM FAITH.
 QT0125'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0125'FAITH, THENCE 4.3 MILES WEST ALONG U.S. HIGHWAY 212, 89 FEET
 QT0125'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET NORTHEAST OF
 QT0125'A TELEPHONE POLE, 29 FEET SOUTH OF A FENCE, 1.0 FOOT NORTH OF A
 QT0125'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 QT0125'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QT0125
 QT0125                          STATION RECOVERY (1981)
 QT0125
 QT0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0125'RECOVERED IN GOOD CONDITION.
 QT0125
 QT0125                          STATION RECOVERY (1996)
 QT0125
 QT0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0125'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0125'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 223.0 M (731.6 FT) EAST OF
 QT0125'MILEPOST 110, 26.7 M (87.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.9 M
 QT0125'(39.0 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 QT0125'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 QT0125'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1092 ***********************************************************************
 PU1092  DESIGNATION -  D 124 RESET
 PU1092  PID         -  PU1092
 PU1092  STATE/COUNTY-  SD/BUTTE
 PU1092  COUNTRY     -  US
 PU1092  USGS QUAD   -  CASTLE ROCK (2017)
 PU1092
 PU1092                         *CURRENT SURVEY CONTROL
 PU1092  ______________________________________________________________________
 PU1092* NAD 83(1986) POSITION- 44 54 44.     (N) 103 25 28.     (W)   SCALED
 PU1092* NAVD 88 ORTHO HEIGHT -   921.50  (meters)     3023.3   (feet) RESET
 PU1092  ______________________________________________________________________
 PU1092  GEOID HEIGHT    -        -16.419 (meters)                     GEOID18
 PU1092  VERT ORDER      -  THIRD
 PU1092
 PU1092.The horizontal coordinates were scaled from a map and have
 PU1092.an estimated accuracy of +/- 6 seconds.
 PU1092
 PU1092.The orthometric height was computed from unverified reset data.
 PU1092
 PU1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1092.GEOID18 height accuracy estimate available here.
 PU1092
 PU1092.Click photographs - Photos may exist for this station.
 PU1092
 PU1092;                    North         East    Units  Estimated Accuracy
 PU1092;SPC SD N     -   125,610.      329,680.      MT  (+/- 180 meters Scaled)
 PU1092
 PU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK243744(NAD 83)
 PU1092
 PU1092                          SUPERSEDED SURVEY CONTROL
 PU1092
 PU1092.No superseded survey control is available for this station.
 PU1092
 PU1092_MARKER: DB = BENCH MARK DISK
 PU1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1092_STAMPING: D 124 RESET 1967
 PU1092_MARK LOGO: CGS
 PU1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1092+STABILITY: SURFACE MOTION
 PU1092
 PU1092  HISTORY     - Date     Condition        Report By
 PU1092  HISTORY     - 1967     MONUMENTED       CGS
 PU1092
 PU1092                          STATION DESCRIPTION
 PU1092
 PU1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PU1092'3.7 MI S FROM CASTLE ROCK.
 PU1092'ABOUT 3.7 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1092'OFFICE AT CASTLE ROCK, ABOUT 99 FEET WEST OF THE CENTERLINE
 PU1092'OF THE HIGHWAY, 2 FEET NORTH OF A METAL WITNESS POST AND SET
 PU1092'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0054 ***********************************************************************
 QT0054  DESIGNATION -  D 125
 QT0054  PID         -  QT0054
 QT0054  STATE/COUNTY-  SD/PERKINS
 QT0054  COUNTRY     -  US
 QT0054  USGS QUAD   -  COAL SPRINGS SW (2017)
 QT0054
 QT0054                         *CURRENT SURVEY CONTROL
 QT0054  ______________________________________________________________________
 QT0054* NAD 83(1986) POSITION- 45 17 06.     (N) 102 09 44.     (W)   SCALED
 QT0054* NAVD 88 ORTHO HEIGHT -   800.396 (meters)     2625.97  (feet) ADJUSTED
 QT0054  ______________________________________________________________________
 QT0054  GEOID HEIGHT    -        -18.943 (meters)                     GEOID18
 QT0054  DYNAMIC HEIGHT  -        800.261 (meters)     2625.52  (feet) COMP
 QT0054  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 QT0054
 QT0054  VERT ORDER      -  SECOND    CLASS 0
 QT0054
 QT0054.The horizontal coordinates were scaled from a map and have
 QT0054.an estimated accuracy of +/- 6 seconds.
 QT0054
 QT0054.The orthometric height was determined by differential leveling and
 QT0054.adjusted by the NATIONAL GEODETIC SURVEY
 QT0054.in June 1991.
 QT0054
 QT0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0054.GEOID18 height accuracy estimate available here.
 QT0054
 QT0054.Click photographs - Photos may exist for this station.
 QT0054
 QT0054.The dynamic height is computed by dividing the NAVD 88
 QT0054.geopotential number by the normal gravity value computed on the
 QT0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0054.degrees latitude (g = 980.6199 gals.).
 QT0054
 QT0054.The modeled gravity was interpolated from observed gravity values.
 QT0054
 QT0054;                    North         East    Units  Estimated Accuracy
 QT0054;SPC SD N     -   163,580.      430,390.      MT  (+/- 180 meters Scaled)
 QT0054
 QT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL225185(NAD 83)
 QT0054
 QT0054                          SUPERSEDED SURVEY CONTROL
 QT0054
 QT0054  NGVD 29 (??/??/92)  799.951  (m)         2624.51   (f) ADJ UNCH    2 0
 QT0054
 QT0054.Superseded values are not recommended for survey control.
 QT0054
 QT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0054.See file dsdata.pdf to determine how the superseded data were derived.
 QT0054
 QT0054_MARKER: DB = BENCH MARK DISK
 QT0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0054_STAMPING: D 125 1934
 QT0054_MARK LOGO: CGS
 QT0054_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0054+STABILITY: SURFACE MOTION
 QT0054
 QT0054  HISTORY     - Date     Condition        Report By
 QT0054  HISTORY     - 1934     MONUMENTED       CGS
 QT0054  HISTORY     - 1941     GOOD             CGS
 QT0054
 QT0054                          STATION DESCRIPTION
 QT0054
 QT0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0054'14.1 MI S FROM COAL SPRINGS.
 QT0054'14.1 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE POST OFFICE AT
 QT0054'COAL SPRINGS, PERKINS COUNTY, 7.2 MILES NORTH OF THE BRIDGE
 QT0054'OVER MOREAU RIVER, 282 FEET NORTH OF THE INTERSECTION WITH A
 QT0054'GRADED COUNTY ROAD, AND 45 FEET WEST OF THE CENTERLINE OF THE
 QT0054'HIGHWAY.  A STANDARD DISK, STAMPED D 125 1934 AND SET IN THE
 QT0054'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0939 ***********************************************************************
 PU0939  DESIGNATION -  D 128
 PU0939  PID         -  PU0939
 PU0939  STATE/COUNTY-  SD/MEADE
 PU0939  COUNTRY     -  US
 PU0939  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0939
 PU0939                         *CURRENT SURVEY CONTROL
 PU0939  ______________________________________________________________________
 PU0939* NAD 83(1986) POSITION- 44 33 37.     (N) 102 49 25.     (W)   SCALED
 PU0939* NAVD 88 ORTHO HEIGHT -   848.478 (meters)     2783.71  (feet) ADJUSTED
 PU0939  ______________________________________________________________________
 PU0939  GEOID HEIGHT    -        -17.805 (meters)                     GEOID18
 PU0939  DYNAMIC HEIGHT  -        848.253 (meters)     2782.98  (feet) COMP
 PU0939  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 PU0939
 PU0939  VERT ORDER      -  SECOND    CLASS 0
 PU0939
 PU0939.The horizontal coordinates were scaled from a map and have
 PU0939.an estimated accuracy of +/- 6 seconds.
 PU0939
 PU0939.The orthometric height was determined by differential leveling and
 PU0939.adjusted by the NATIONAL GEODETIC SURVEY
 PU0939.in June 1991.
 PU0939
 PU0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0939.GEOID18 height accuracy estimate available here.
 PU0939
 PU0939.Click photographs - Photos may exist for this station.
 PU0939
 PU0939.The dynamic height is computed by dividing the NAVD 88
 PU0939.geopotential number by the normal gravity value computed on the
 PU0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0939.degrees latitude (g = 980.6199 gals.).
 PU0939
 PU0939.The modeled gravity was interpolated from observed gravity values.
 PU0939
 PU0939;                    North         East    Units  Estimated Accuracy
 PU0939;SPC SD N     -    84,690.      375,720.      MT  (+/- 180 meters Scaled)
 PU0939
 PU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK728364(NAD 83)
 PU0939
 PU0939                          SUPERSEDED SURVEY CONTROL
 PU0939
 PU0939  NGVD 29 (??/??/92)  848.017  (m)         2782.20   (f) ADJ UNCH    2 0
 PU0939
 PU0939.Superseded values are not recommended for survey control.
 PU0939
 PU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0939.See file dsdata.pdf to determine how the superseded data were derived.
 PU0939
 PU0939_MARKER: DB = BENCH MARK DISK
 PU0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0939_STAMPING: D 128 1934
 PU0939_MARK LOGO: CGS
 PU0939_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0939+STABILITY: SURFACE MOTION
 PU0939
 PU0939  HISTORY     - Date     Condition        Report By
 PU0939  HISTORY     - 1934     MONUMENTED       CGS
 PU0939  HISTORY     - 1962     GOOD             CGS
 PU0939
 PU0939                          STATION DESCRIPTION
 PU0939
 PU0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0939'19 MI NE FROM VOLUNTEER.
 PU0939'16.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0939'VOLUNTEER, THENCE 2.6 MILES NORTH ALONG A GRAVEL ROAD, 7.8 MILES
 PU0939'WEST OF THE STORE AT UNION CENTER, ON THE OUTSIDE OF A CURVE
 PU0939'IN THE ROAD WITH TANGENTS EAST AND SOUTH, 67 1/2 FEET NORTHWEST
 PU0939'OF THE CENTER LINE OF THE ROAD, 0.9 FOOT SOUTHEAST OF A WITNESS
 PU0939'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU0939'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1020 ***********************************************************************
 PU1020  DESIGNATION -  D 129
 PU1020  PID         -  PU1020
 PU1020  STATE/COUNTY-  SD/MEADE
 PU1020  COUNTRY     -  US
 PU1020  USGS QUAD   -  ENNING (2017)
 PU1020
 PU1020                         *CURRENT SURVEY CONTROL
 PU1020  ______________________________________________________________________
 PU1020* NAD 83(1986) POSITION- 44 31 53.     (N) 102 33 45.     (W)   SCALED
 PU1020* NAVD 88 ORTHO HEIGHT -   868.237 (meters)     2848.54  (feet) ADJUSTED
 PU1020  ______________________________________________________________________
 PU1020  GEOID HEIGHT    -        -18.474 (meters)                     GEOID18
 PU1020  DYNAMIC HEIGHT  -        867.998 (meters)     2847.76  (feet) COMP
 PU1020  MODELED GRAVITY -    980,313.0   (mgal)                       NAVD 88
 PU1020
 PU1020  VERT ORDER      -  SECOND    CLASS 0
 PU1020
 PU1020.The horizontal coordinates were scaled from a map and have
 PU1020.an estimated accuracy of +/- 6 seconds.
 PU1020
 PU1020.The orthometric height was determined by differential leveling and
 PU1020.adjusted by the NATIONAL GEODETIC SURVEY
 PU1020.in June 1991.
 PU1020
 PU1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1020.GEOID18 height accuracy estimate available here.
 PU1020
 PU1020.Click photographs - Photos may exist for this station.
 PU1020
 PU1020.The dynamic height is computed by dividing the NAVD 88
 PU1020.geopotential number by the normal gravity value computed on the
 PU1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1020.degrees latitude (g = 980.6199 gals.).
 PU1020
 PU1020.The modeled gravity was interpolated from observed gravity values.
 PU1020
 PU1020;                    North         East    Units  Estimated Accuracy
 PU1020;SPC SD N     -    80,790.      396,350.      MT  (+/- 180 meters Scaled)
 PU1020
 PU1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK936337(NAD 83)
 PU1020
 PU1020                          SUPERSEDED SURVEY CONTROL
 PU1020
 PU1020  NGVD 29 (??/??/92)  867.767  (m)         2847.00   (f) ADJ UNCH    2 0
 PU1020
 PU1020.Superseded values are not recommended for survey control.
 PU1020
 PU1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1020.See file dsdata.pdf to determine how the superseded data were derived.
 PU1020
 PU1020_MARKER: DB = BENCH MARK DISK
 PU1020_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1020_STAMPING: D 129 1934
 PU1020_MARK LOGO: CGS
 PU1020_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1020
 PU1020  HISTORY     - Date     Condition        Report By
 PU1020  HISTORY     - 1934     MONUMENTED       CGS
 PU1020  HISTORY     - 1962     GOOD             CGS
 PU1020  HISTORY     - 1963     GOOD             CGS
 PU1020
 PU1020                          STATION DESCRIPTION
 PU1020
 PU1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1020'3 MI S FROM ENNING.
 PU1020'3.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU1020'SOUTHEAST AND ACROSS THE ROAD FROM A POWER SUBSTATION, 31 FEET
 PU1020'EAST OF THE CENTER LINE OF THE ROAD, 129 FEET SOUTH OF THE
 PU1020'CENTER LINE OF A DIRT ROAD EAST, 20.3 FEET WEST OF A FENCE, 96
 PU1020'FEET SOUTH OF A POWER POLE, 0.8 FOOT NORTH OF A WITNESS POST,
 PU1020'ABOUT 3 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU1020'POST PROJECTING 0.3 FOOT.
 PU1020
 PU1020                          STATION RECOVERY (1963)
 PU1020
 PU1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0002 ***********************************************************************
 OS0002  DESIGNATION -  D 13
 OS0002  PID         -  OS0002
 OS0002  STATE/COUNTY-  SD/LYMAN
 OS0002  COUNTRY     -  US
 OS0002  USGS QUAD   -  VIVIAN (2017)
 OS0002
 OS0002                         *CURRENT SURVEY CONTROL
 OS0002  ______________________________________________________________________
 OS0002* NAD 83(1986) POSITION- 43 58 39.     (N) 100 17 11.     (W)   SCALED
 OS0002* NAVD 88 ORTHO HEIGHT -   616.650 (meters)     2023.13  (feet) ADJUSTED
 OS0002  ______________________________________________________________________
 OS0002  GEOID HEIGHT    -        -24.629 (meters)                     GEOID18
 OS0002  DYNAMIC HEIGHT  -        616.468 (meters)     2022.53  (feet) COMP
 OS0002  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 OS0002
 OS0002  VERT ORDER      -  FIRST     CLASS II
 OS0002
 OS0002.The horizontal coordinates were scaled from a map and have
 OS0002.an estimated accuracy of +/- 6 seconds.
 OS0002
 OS0002.The orthometric height was determined by differential leveling and
 OS0002.adjusted by the NATIONAL GEODETIC SURVEY
 OS0002.in June 1991.
 OS0002
 OS0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0002.GEOID18 height accuracy estimate available here.
 OS0002
 OS0002.Click photographs - Photos may exist for this station.
 OS0002
 OS0002.The dynamic height is computed by dividing the NAVD 88
 OS0002.geopotential number by the normal gravity value computed on the
 OS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0002.degrees latitude (g = 980.6199 gals.).
 OS0002
 OS0002.The modeled gravity was interpolated from observed gravity values.
 OS0002
 OS0002;                    North         East    Units  Estimated Accuracy
 OS0002;SPC SD S     -   182,660.      603,770.      MT  (+/- 180 meters Scaled)
 OS0002
 OS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP968701(NAD 83)
 OS0002
 OS0002                          SUPERSEDED SURVEY CONTROL
 OS0002
 OS0002  NGVD 29 (??/??/92)  616.236  (m)         2021.77   (f) ADJ UNCH    1 2
 OS0002
 OS0002.Superseded values are not recommended for survey control.
 OS0002
 OS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0002.See file dsdata.pdf to determine how the superseded data were derived.
 OS0002
 OS0002_MARKER: DB = BENCH MARK DISK
 OS0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0002_STAMPING: D 13 1926
 OS0002_MARK LOGO: CGS
 OS0002_PROJECTION: FLUSH
 OS0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0002+STABILITY: SURFACE MOTION
 OS0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0002+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1986
 OS0002
 OS0002  HISTORY     - Date     Condition        Report By
 OS0002  HISTORY     - 1926     MONUMENTED       CGS
 OS0002  HISTORY     - 1934     GOOD             CGS
 OS0002  HISTORY     - 19861010 SEE DESCRIPTION  NGS
 OS0002  HISTORY     - 19970325 GOOD             LOCENG
 OS0002
 OS0002                          STATION DESCRIPTION
 OS0002
 OS0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0002'3.8 MI N FROM VIVIAN.
 OS0002'3.75 MILES NORTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 OS0002'VIVIAN, LYMAN COUNTY, 31 FEET WEST OF THE CENTERLINE OF THE
 OS0002'HIGHWAY, IN LINE WITH THE SOUTH FENCE LINE OF A SECTION-LINE
 OS0002'ROAD, NEAR THE TOP OF A HILL, AND 6 FEET EAST OF A FENCE CORNER.
 OS0002'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OS0002'GROUND.
 OS0002
 OS0002                          STATION RECOVERY (1986)
 OS0002
 OS0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OS0002'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OS0002
 OS0002                          STATION RECOVERY (1997)
 OS0002
 OS0002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GLJ)
 OS0002'MARK RECOVERED IN GOOD CONDITION.  NOTE--37 FEET SOUTHEAST OF FIBER
 OS0002'OPTIC SIGN, 29 FEET WEST OF CENTER N-S GRAVEL ROAD, 92 FEET SOUTHWEST
 OS0002'OF POWER POLE SOUTH OF MILE MARKER 27.  NO POST WAS SET AS ACCESS TO
 OS0002'FIELD WOULD DESTROY POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0331 ***********************************************************************
 PU0331  DESIGNATION -  D 130
 PU0331  PID         -  PU0331
 PU0331  STATE/COUNTY-  SD/PENNINGTON
 PU0331  COUNTRY     -  US
 PU0331  USGS QUAD   -  WASTA SE (2017)
 PU0331
 PU0331                         *CURRENT SURVEY CONTROL
 PU0331  ______________________________________________________________________
 PU0331* NAD 83(1986) POSITION- 44 01 24.     (N) 102 20 05.     (W)   SCALED
 PU0331* NAVD 88 ORTHO HEIGHT -   759.813 (meters)     2492.82  (feet) ADJUSTED
 PU0331  ______________________________________________________________________
 PU0331  GEOID HEIGHT    -        -18.736 (meters)                     GEOID18
 PU0331  DYNAMIC HEIGHT  -        759.581 (meters)     2492.06  (feet) COMP
 PU0331  MODELED GRAVITY -    980,287.7   (mgal)                       NAVD 88
 PU0331
 PU0331  VERT ORDER      -  SECOND    CLASS 0
 PU0331
 PU0331.The horizontal coordinates were scaled from a map and have
 PU0331.an estimated accuracy of +/- 6 seconds.
 PU0331
 PU0331.The orthometric height was determined by differential leveling and
 PU0331.adjusted by the NATIONAL GEODETIC SURVEY
 PU0331.in June 1991.
 PU0331
 PU0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0331.GEOID18 height accuracy estimate available here.
 PU0331
 PU0331.Click photographs - Photos may exist for this station.
 PU0331
 PU0331.The dynamic height is computed by dividing the NAVD 88
 PU0331.geopotential number by the normal gravity value computed on the
 PU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0331.degrees latitude (g = 980.6199 gals.).
 PU0331
 PU0331.The modeled gravity was interpolated from observed gravity values.
 PU0331
 PU0331;                    North         East    Units  Estimated Accuracy
 PU0331;SPC SD S     -   189,680.      439,570.      MT  (+/- 180 meters Scaled)
 PU0331
 PU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136779(NAD 83)
 PU0331
 PU0331                          SUPERSEDED SURVEY CONTROL
 PU0331
 PU0331  NGVD 29 (??/??/92)  759.36   (m)         2491.3    (f) COMPUTED    2 0
 PU0331
 PU0331.Superseded values are not recommended for survey control.
 PU0331
 PU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0331.See file dsdata.pdf to determine how the superseded data were derived.
 PU0331
 PU0331_MARKER: DB = BENCH MARK DISK
 PU0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0331_STAMPING: D 130 1934
 PU0331_MARK LOGO: CGS
 PU0331_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0331+STABILITY: SURFACE MOTION
 PU0331
 PU0331  HISTORY     - Date     Condition        Report By
 PU0331  HISTORY     - 1934     MONUMENTED       CGS
 PU0331  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0331
 PU0331                          STATION DESCRIPTION
 PU0331
 PU0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0331'6 MI NW FROM WALL.
 PU0331'ABOUT 6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0331'FROM THE STATION AT WALL, PENNINGTON COUNTY, ABOUT 175 YARDS
 PU0331'NORTHWEST OF MILEPOST 597, ABOUT 187 YARDS NORTHWEST OF TRESTLE
 PU0331'1797, 94.1 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 3.4 FEET
 PU0331'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PU0331'D 130 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0331'ABOUT 5 INCHES ABOVE GROUND.
 PU0331
 PU0331                          STATION RECOVERY (1962)
 PU0331
 PU0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0351 ***********************************************************************
 PU0351  DESIGNATION -  D 131
 PU0351  PID         -  PU0351
 PU0351  STATE/COUNTY-  SD/PENNINGTON
 PU0351  COUNTRY     -  US
 PU0351  USGS QUAD   -  WASTA (2017)
 PU0351
 PU0351                         *CURRENT SURVEY CONTROL
 PU0351  ______________________________________________________________________
 PU0351* NAD 83(1986) POSITION- 44 00 50.     (N) 102 28 24.     (W)   SCALED
 PU0351* NAVD 88 ORTHO HEIGHT -   713.098 (meters)     2339.56  (feet) ADJUSTED
 PU0351  ______________________________________________________________________
 PU0351  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 PU0351  DYNAMIC HEIGHT  -        712.895 (meters)     2338.89  (feet) COMP
 PU0351  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 PU0351
 PU0351  VERT ORDER      -  SECOND    CLASS 0
 PU0351
 PU0351.The horizontal coordinates were scaled from a map and have
 PU0351.an estimated accuracy of +/- 6 seconds.
 PU0351
 PU0351.The orthometric height was determined by differential leveling and
 PU0351.adjusted by the NATIONAL GEODETIC SURVEY
 PU0351.in June 1991.
 PU0351
 PU0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0351.GEOID18 height accuracy estimate available here.
 PU0351
 PU0351.Click photographs - Photos may exist for this station.
 PU0351
 PU0351.The dynamic height is computed by dividing the NAVD 88
 PU0351.geopotential number by the normal gravity value computed on the
 PU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0351.degrees latitude (g = 980.6199 gals.).
 PU0351
 PU0351.The modeled gravity was interpolated from observed gravity values.
 PU0351
 PU0351;                    North         East    Units  Estimated Accuracy
 PU0351;SPC SD S     -   188,910.      428,430.      MT  (+/- 180 meters Scaled)
 PU0351
 PU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ025765(NAD 83)
 PU0351
 PU0351                          SUPERSEDED SURVEY CONTROL
 PU0351
 PU0351  NGVD 29 (??/??/92)  712.660  (m)         2338.12   (f) ADJ UNCH    2 0
 PU0351
 PU0351.Superseded values are not recommended for survey control.
 PU0351
 PU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0351.See file dsdata.pdf to determine how the superseded data were derived.
 PU0351
 PU0351_MARKER: DB = BENCH MARK DISK
 PU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0351_STAMPING: D 131 1934
 PU0351_MARK LOGO: CGS
 PU0351_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0351+STABILITY: SURFACE MOTION
 PU0351
 PU0351  HISTORY     - Date     Condition        Report By
 PU0351  HISTORY     - 1934     MONUMENTED       CGS
 PU0351  HISTORY     - 1962     GOOD             CGS
 PU0351
 PU0351                          STATION DESCRIPTION
 PU0351
 PU0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0351'4 MI SW FROM WASTA.
 PU0351'ABOUT 4.0 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU0351'RAILWAY FROM THE STATION AT WASTA, 0.3 MILE SOUTHWEST OF A TWO
 PU0351'STORY FARMHOUSE AND RED BARN, 4 POLES SOUTH OF A PRIVATE ROAD
 PU0351'CROSSING, 45 FEET EAST OF THE EAST RAIL, 24.5 FEET SOUTH OF
 PU0351'MILEPOST 609, 1.7 FEET WEST OF A FENCE, 4 FEET BELOW THE RAILS,
 PU0351'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0274 ***********************************************************************
 OT0274  DESIGNATION -  D 132
 OT0274  PID         -  OT0274
 OT0274  STATE/COUNTY-  SD/PENNINGTON
 OT0274  COUNTRY     -  US
 OT0274  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0274
 OT0274                         *CURRENT SURVEY CONTROL
 OT0274  ______________________________________________________________________
 OT0274* NAD 83(1986) POSITION- 43 44 47.     (N) 102 32 27.     (W)   SCALED
 OT0274* NAVD 88 ORTHO HEIGHT -   862.918 (meters)     2831.09  (feet) ADJUSTED
 OT0274  ______________________________________________________________________
 OT0274  GEOID HEIGHT    -        -18.192 (meters)                     GEOID18
 OT0274  DYNAMIC HEIGHT  -        862.632 (meters)     2830.15  (feet) COMP
 OT0274  MODELED GRAVITY -    980,258.5   (mgal)                       NAVD 88
 OT0274
 OT0274  VERT ORDER      -  SECOND    CLASS 0
 OT0274
 OT0274.The horizontal coordinates were scaled from a map and have
 OT0274.an estimated accuracy of +/- 6 seconds.
 OT0274
 OT0274.The orthometric height was determined by differential leveling and
 OT0274.adjusted by the NATIONAL GEODETIC SURVEY
 OT0274.in June 1991.
 OT0274
 OT0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0274.GEOID18 height accuracy estimate available here.
 OT0274
 OT0274.Click photographs - Photos may exist for this station.
 OT0274
 OT0274.The dynamic height is computed by dividing the NAVD 88
 OT0274.geopotential number by the normal gravity value computed on the
 OT0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0274.degrees latitude (g = 980.6199 gals.).
 OT0274
 OT0274.The modeled gravity was interpolated from observed gravity values.
 OT0274
 OT0274;                    North         East    Units  Estimated Accuracy
 OT0274;SPC SD S     -   159,340.      422,230.      MT  (+/- 180 meters Scaled)
 OT0274
 OT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ980466(NAD 83)
 OT0274
 OT0274                          SUPERSEDED SURVEY CONTROL
 OT0274
 OT0274  NGVD 29 (??/??/92)  862.462  (m)         2829.59   (f) ADJ UNCH    2 0
 OT0274
 OT0274.Superseded values are not recommended for survey control.
 OT0274
 OT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0274.See file dsdata.pdf to determine how the superseded data were derived.
 OT0274
 OT0274_MARKER: DB = BENCH MARK DISK
 OT0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0274_STAMPING: D 132 1934
 OT0274_MARK LOGO: CGS
 OT0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0274+STABILITY: SURFACE MOTION
 OT0274
 OT0274  HISTORY     - Date     Condition        Report By
 OT0274  HISTORY     - 1934     MONUMENTED       CGS
 OT0274
 OT0274                          STATION DESCRIPTION
 OT0274
 OT0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0274'2.5 MI S FROM SCENIC.
 OT0274'2.5 MILES SOUTH ALONG THE ROAD LEADING TO MANDERSON AND BRENNAN
 OT0274'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OT0274'STATION AT SCENIC, PENNINGTON COUNTY, 0.3 MILE SOUTH OF A WOODEN
 OT0274'BRIDGE, AND 27 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 OT0274'DISK, STAMPED D 132 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0274'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0199 ***********************************************************************
 OT0199  DESIGNATION -  D 133
 OT0199  PID         -  OT0199
 OT0199  STATE/COUNTY-  SD/SHANNON
 OT0199  COUNTRY     -  US
 OT0199  USGS QUAD   -  WOUNDED KNEE (2017)
 OT0199
 OT0199                         *CURRENT SURVEY CONTROL
 OT0199  ______________________________________________________________________
 OT0199* NAD 83(1986) POSITION- 43 08 40.     (N) 102 22 13.     (W)   SCALED
 OT0199* NAVD 88 ORTHO HEIGHT -   984.075 (meters)     3228.59  (feet) ADJUSTED
 OT0199  ______________________________________________________________________
 OT0199  GEOID HEIGHT    -        -18.424 (meters)                     GEOID18
 OT0199  DYNAMIC HEIGHT  -        983.656 (meters)     3227.21  (feet) COMP
 OT0199  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 OT0199
 OT0199  VERT ORDER      -  SECOND    CLASS 0
 OT0199
 OT0199.The horizontal coordinates were scaled from a map and have
 OT0199.an estimated accuracy of +/- 6 seconds.
 OT0199
 OT0199.The orthometric height was determined by differential leveling and
 OT0199.adjusted by the NATIONAL GEODETIC SURVEY
 OT0199.in June 1991.
 OT0199
 OT0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0199.GEOID18 height accuracy estimate available here.
 OT0199
 OT0199.Click photographs - Photos may exist for this station.
 OT0199
 OT0199.The dynamic height is computed by dividing the NAVD 88
 OT0199.geopotential number by the normal gravity value computed on the
 OT0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0199.degrees latitude (g = 980.6199 gals.).
 OT0199
 OT0199.The modeled gravity was interpolated from observed gravity values.
 OT0199
 OT0199;                    North         East    Units  Estimated Accuracy
 OT0199;SPC SD S     -    92,140.      434,320.      MT  (+/- 180 meters Scaled)
 OT0199
 OT0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH138802(NAD 83)
 OT0199
 OT0199                          SUPERSEDED SURVEY CONTROL
 OT0199
 OT0199  NGVD 29 (??/??/92)  983.586  (m)         3226.98   (f) ADJ UNCH    2 0
 OT0199
 OT0199.Superseded values are not recommended for survey control.
 OT0199
 OT0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0199.See file dsdata.pdf to determine how the superseded data were derived.
 OT0199
 OT0199_MARKER: DB = BENCH MARK DISK
 OT0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0199_STAMPING: D 133 1934
 OT0199_MARK LOGO: CGS
 OT0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0199+STABILITY: SURFACE MOTION
 OT0199
 OT0199  HISTORY     - Date     Condition        Report By
 OT0199  HISTORY     - 1934     MONUMENTED       CGS
 OT0199  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0199
 OT0199                          STATION DESCRIPTION
 OT0199
 OT0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0199'0.5 MI N FROM BRENNAN.
 OT0199'0.5 MILE NORTH ALONG THE ROAD LEADING TO MANDERSON AND SCENIC
 OT0199'FROM THE CROSSING OF U.S. HIGHWAY 18 AT BRENNAN, SHANNON COUNTY,
 OT0199'40 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 18-1/2 FEET
 OT0199'SOUTHEAST OF A FENCE CORNER, AND 2 FEET EAST OF THE FENCE.  A
 OT0199'STANDARD DISK, STAMPED D 133 1934 AND SET IN THE TOP OF A
 OT0199'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- ROAD
 OT0199'HAS BEEN REALIGNED.  BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED
 OT0199'KNEE.
 OT0199
 OT0199                          STATION RECOVERY (1966)
 OT0199
 OT0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0406 ***********************************************************************
 OT0406  DESIGNATION -  D 134
 OT0406  PID         -  OT0406
 OT0406  STATE/COUNTY-  SD/FALL RIVER
 OT0406  COUNTRY     -  US
 OT0406  USGS QUAD   -  OELRICHS (2017)
 OT0406
 OT0406                         *CURRENT SURVEY CONTROL
 OT0406  ______________________________________________________________________
 OT0406* NAD 83(1986) POSITION- 43 12 09.     (N) 103 14 08.     (W)   SCALED
 OT0406* NAVD 88 ORTHO HEIGHT -  1013.740 (meters)     3325.91  (feet) ADJUSTED
 OT0406  ______________________________________________________________________
 OT0406  GEOID HEIGHT    -        -16.930 (meters)                     GEOID18
 OT0406  DYNAMIC HEIGHT  -       1013.295 (meters)     3324.45  (feet) COMP
 OT0406  MODELED GRAVITY -    980,146.2   (mgal)                       NAVD 88
 OT0406
 OT0406  VERT ORDER      -  FIRST     CLASS II
 OT0406
 OT0406.The horizontal coordinates were scaled from a map and have
 OT0406.an estimated accuracy of +/- 6 seconds.
 OT0406
 OT0406.The orthometric height was determined by differential leveling and
 OT0406.adjusted by the NATIONAL GEODETIC SURVEY
 OT0406.in June 1991.
 OT0406
 OT0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0406.GEOID18 height accuracy estimate available here.
 OT0406
 OT0406.Click photographs - Photos may exist for this station.
 OT0406
 OT0406.The dynamic height is computed by dividing the NAVD 88
 OT0406.geopotential number by the normal gravity value computed on the
 OT0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0406.degrees latitude (g = 980.6199 gals.).
 OT0406
 OT0406.The modeled gravity was interpolated from observed gravity values.
 OT0406
 OT0406;                    North         East    Units  Estimated Accuracy
 OT0406;SPC SD S     -   100,680.      364,190.      MT  (+/- 180 meters Scaled)
 OT0406
 OT0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH433848(NAD 83)
 OT0406
 OT0406                          SUPERSEDED SURVEY CONTROL
 OT0406
 OT0406  NGVD 29 (??/??/92) 1013.210  (m)         3324.17   (f) ADJ UNCH    1 2
 OT0406
 OT0406.Superseded values are not recommended for survey control.
 OT0406
 OT0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0406.See file dsdata.pdf to determine how the superseded data were derived.
 OT0406
 OT0406_MARKER: DB = BENCH MARK DISK
 OT0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0406_STAMPING: D 134 1934
 OT0406_MARK LOGO: CGS
 OT0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0406+STABILITY: SURFACE MOTION
 OT0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0406+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0406
 OT0406  HISTORY     - Date     Condition        Report By
 OT0406  HISTORY     - 1934     MONUMENTED       CGS
 OT0406  HISTORY     - 19930919 GOOD             NGS
 OT0406
 OT0406                          STATION DESCRIPTION
 OT0406
 OT0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0406'1.2 MI N FROM OELRICHS.
 OT0406'1.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0406'THE STATION AT OELRICHS, FALL RIVER COUNTY, 230 FEET NORTH OF
 OT0406'MILEPOST H 28, 130 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OT0406'WOODEN TRESTLE H 48, 45.5 FEET WEST OF THE WEST RAIL, 2 FEET
 OT0406'EAST OF THE RIGHT-OF-WAY FENCE, AND 6 FEET LOWER THAN THE TRACK.
 OT0406'A STANDARD DISK STAMPED D 134 1934 AND SET IN THE TOP OF A
 OT0406'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OT0406
 OT0406                          STATION RECOVERY (1993)
 OT0406
 OT0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0406'0.5 KM (0.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0406'U.S. HIGHWAY 385 IN OELRICHS, THENCE 1.7 KM (1.05 MI) NORTHERLY
 OT0406'ALONG THE NORTH WESTERN RAILROAD, 39.0 M (128.0 FT) NORTHWEST OF THE
 OT0406'NORTHWEST CORNER OF RAILROAD BRIDGE NUMBER H 28, 13.6 M (44.6 FT)
 OT0406'WEST OF THE NEAR RAIL, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK,
 OT0406'0.6 M (2.0 FT) EAST OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7
 OT0406'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0231 ***********************************************************************
 OT0231  DESIGNATION -  D 135
 OT0231  PID         -  OT0231
 OT0231  STATE/COUNTY-  SD/SHANNON
 OT0231  COUNTRY     -  US
 OT0231  USGS QUAD   -  OGLALA (2017)
 OT0231
 OT0231                         *CURRENT SURVEY CONTROL
 OT0231  ______________________________________________________________________
 OT0231* NAD 83(1986) POSITION- 43 09 58.     (N) 102 41 59.     (W)   SCALED
 OT0231* NAVD 88 ORTHO HEIGHT -   923.051 (meters)     3028.38  (feet) ADJUSTED
 OT0231  ______________________________________________________________________
 OT0231  GEOID HEIGHT    -        -17.930 (meters)                     GEOID18
 OT0231  DYNAMIC HEIGHT  -        922.672 (meters)     3027.13  (feet) COMP
 OT0231  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 OT0231
 OT0231  VERT ORDER      -  SECOND    CLASS 0
 OT0231
 OT0231.The horizontal coordinates were scaled from a map and have
 OT0231.an estimated accuracy of +/- 6 seconds.
 OT0231
 OT0231.The orthometric height was determined by differential leveling and
 OT0231.adjusted by the NATIONAL GEODETIC SURVEY
 OT0231.in June 1991.
 OT0231
 OT0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0231.GEOID18 height accuracy estimate available here.
 OT0231
 OT0231.Click photographs - Photos may exist for this station.
 OT0231
 OT0231.The dynamic height is computed by dividing the NAVD 88
 OT0231.geopotential number by the normal gravity value computed on the
 OT0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0231.degrees latitude (g = 980.6199 gals.).
 OT0231
 OT0231.The modeled gravity was interpolated from observed gravity values.
 OT0231
 OT0231;                    North         East    Units  Estimated Accuracy
 OT0231;SPC SD S     -    95,260.      407,600.      MT  (+/- 180 meters Scaled)
 OT0231
 OT0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH869818(NAD 83)
 OT0231
 OT0231                          SUPERSEDED SURVEY CONTROL
 OT0231
 OT0231  NGVD 29 (??/??/92)  922.574  (m)         3026.81   (f) ADJ UNCH    2 0
 OT0231
 OT0231.Superseded values are not recommended for survey control.
 OT0231
 OT0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0231.See file dsdata.pdf to determine how the superseded data were derived.
 OT0231
 OT0231_MARKER: DB = BENCH MARK DISK
 OT0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0231_STAMPING: D 135 1934
 OT0231_MARK LOGO: CGS
 OT0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0231+STABILITY: SURFACE MOTION
 OT0231
 OT0231  HISTORY     - Date     Condition        Report By
 OT0231  HISTORY     - 1934     MONUMENTED       CGS
 OT0231  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0231
 OT0231                          STATION DESCRIPTION
 OT0231
 OT0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0231'2 MI SE FROM OGLALA.
 OT0231'2 MILES SOUTHEAST ALONG U.S. HIGHWAY 18 FROM THE STORE AND
 OT0231'POST OFFICE AT OGLALA, SHANNON COUNTY, 59 FEET NORTH OF A CROSS
 OT0231'TRAIL, 47 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 OT0231'1 FOOT SOUTHWEST OF THE FENCE ALONG THE HIGHWAY.  A STANDARD
 OT0231'DISK, STAMPED D 135 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0231'PROJECTING 1 INCH ABOVE GROUND.
 OT0231
 OT0231                          STATION RECOVERY (1993)
 OT0231
 OT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0231'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0327 ***********************************************************************
 OS0327  DESIGNATION -  D 136
 OS0327  PID         -  OS0327
 OS0327  STATE/COUNTY-  SD/BENNETT
 OS0327  COUNTRY     -  US
 OS0327  USGS QUAD   -  HARRINGTON (2017)
 OS0327
 OS0327                         *CURRENT SURVEY CONTROL
 OS0327  ______________________________________________________________________
 OS0327* NAD 83(1986) POSITION- 43 12 54.     (N) 101 17 48.     (W)   SCALED
 OS0327* NAVD 88 ORTHO HEIGHT -   936.409 (meters)     3072.20  (feet) ADJUSTED
 OS0327  ______________________________________________________________________
 OS0327  GEOID HEIGHT    -        -20.921 (meters)                     GEOID18
 OS0327  DYNAMIC HEIGHT  -        936.027 (meters)     3070.95  (feet) COMP
 OS0327  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 OS0327
 OS0327  VERT ORDER      -  SECOND    CLASS 0
 OS0327
 OS0327.The horizontal coordinates were scaled from a map and have
 OS0327.an estimated accuracy of +/- 6 seconds.
 OS0327
 OS0327.The orthometric height was determined by differential leveling and
 OS0327.adjusted by the NATIONAL GEODETIC SURVEY
 OS0327.in June 1991.
 OS0327
 OS0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0327.GEOID18 height accuracy estimate available here.
 OS0327
 OS0327.Click photographs - Photos may exist for this station.
 OS0327
 OS0327.The dynamic height is computed by dividing the NAVD 88
 OS0327.geopotential number by the normal gravity value computed on the
 OS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0327.degrees latitude (g = 980.6199 gals.).
 OS0327
 OS0327.The modeled gravity was interpolated from observed gravity values.
 OS0327
 OS0327;                    North         East    Units  Estimated Accuracy
 OS0327;SPC SD S     -    98,400.      521,730.      MT  (+/- 180 meters Scaled)
 OS0327
 OS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN134872(NAD 83)
 OS0327
 OS0327                          SUPERSEDED SURVEY CONTROL
 OS0327
 OS0327  NGVD 29 (??/??/92)  935.972  (m)         3070.77   (f) ADJ UNCH    2 0
 OS0327
 OS0327.Superseded values are not recommended for survey control.
 OS0327
 OS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0327.See file dsdata.pdf to determine how the superseded data were derived.
 OS0327
 OS0327_MARKER: DB = BENCH MARK DISK
 OS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0327_STAMPING: D 136 1934
 OS0327_MARK LOGO: CGS
 OS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0327+STABILITY: SURFACE MOTION
 OS0327
 OS0327  HISTORY     - Date     Condition        Report By
 OS0327  HISTORY     - 1934     MONUMENTED       CGS
 OS0327
 OS0327                          STATION DESCRIPTION
 OS0327
 OS0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0327'4 MI E FROM VETAL.
 OS0327'IS LOCATED 4 MILES EAST OF THE POST OFFICE AT VETAL, 11 MILES
 OS0327'EAST OF JUNCTION OF U.S. HWY. 18 AND STATE HWY. 73, 40 FEET
 OS0327'NORTH OF CENTERLINE OF HIGHWAY, 20 FEET NORTHWEST OF CENTERLINE
 OS0327'OF SIDE ROAD, 6.4 FEET NORTH OF CORNER FENCE POST, 2 FEET EAST
 OS0327'OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 OS0327'HIGH.  STAMPED D 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0232 ***********************************************************************
 OS0232  DESIGNATION -  D 137
 OS0232  PID         -  OS0232
 OS0232  STATE/COUNTY-  SD/MELLETTE
 OS0232  COUNTRY     -  US
 OS0232  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0232
 OS0232                         *CURRENT SURVEY CONTROL
 OS0232  ______________________________________________________________________
 OS0232* NAD 83(1986) POSITION- 43 32 06.     (N) 100 43 49.     (W)   SCALED
 OS0232* NAVD 88 ORTHO HEIGHT -   675.015 (meters)     2214.61  (feet) ADJUSTED
 OS0232  ______________________________________________________________________
 OS0232  GEOID HEIGHT    -        -23.872 (meters)                     GEOID18
 OS0232  DYNAMIC HEIGHT  -        674.770 (meters)     2213.81  (feet) COMP
 OS0232  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 OS0232
 OS0232  VERT ORDER      -  SECOND    CLASS 0
 OS0232
 OS0232.The horizontal coordinates were scaled from a map and have
 OS0232.an estimated accuracy of +/- 6 seconds.
 OS0232
 OS0232.The orthometric height was determined by differential leveling and
 OS0232.adjusted by the NATIONAL GEODETIC SURVEY
 OS0232.in June 1991.
 OS0232
 OS0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0232.GEOID18 height accuracy estimate available here.
 OS0232
 OS0232.Click photographs - Photos may exist for this station.
 OS0232
 OS0232.The dynamic height is computed by dividing the NAVD 88
 OS0232.geopotential number by the normal gravity value computed on the
 OS0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0232.degrees latitude (g = 980.6199 gals.).
 OS0232
 OS0232.The modeled gravity was interpolated from observed gravity values.
 OS0232
 OS0232;                    North         East    Units  Estimated Accuracy
 OS0232;SPC SD S     -   133,570.      567,920.      MT  (+/- 180 meters Scaled)
 OS0232
 OS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP601216(NAD 83)
 OS0232
 OS0232                          SUPERSEDED SURVEY CONTROL
 OS0232
 OS0232  NGVD 29 (??/??/92)  674.581  (m)         2213.19   (f) ADJ UNCH    2 0
 OS0232
 OS0232.Superseded values are not recommended for survey control.
 OS0232
 OS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0232.See file dsdata.pdf to determine how the superseded data were derived.
 OS0232
 OS0232_MARKER: DB = BENCH MARK DISK
 OS0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0232_STAMPING: D 137 1934
 OS0232_MARK LOGO: CGS
 OS0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0232+STABILITY: SURFACE MOTION
 OS0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0232+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1986
 OS0232
 OS0232  HISTORY     - Date     Condition        Report By
 OS0232  HISTORY     - 1934     MONUMENTED       CGS
 OS0232  HISTORY     - 1978     MARK NOT FOUND   USGS
 OS0232  HISTORY     - 19861031 SEE DESCRIPTION  NGS
 OS0232
 OS0232                          STATION DESCRIPTION
 OS0232
 OS0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0232'2.8 MI S FROM WHITE RIVER.
 OS0232'2.8 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE AT
 OS0232'WHITE RIVER, MELLETTE COUNTY, BETWEEN STATE HIGHWAYS 40 AND
 OS0232'59, AT THE NORTH LEG OF THE WYE OF THE JUNCTION, 100 YARDS
 OS0232'SOUTH OF THE INTERSECTION OF THE CENTERLINE OF THE TWO HIGHWAYS,
 OS0232'58 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 59, AND 48 FEET
 OS0232'WEST OF THE CENTERLINE OF STATE HIGHWAY 40.  A STANDARD DISK,
 OS0232'STAMPED D 137 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0232'6 INCHES ABOVE GROUND.
 OS0232
 OS0232                          STATION RECOVERY (1978)
 OS0232
 OS0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OS0232'MARK NOT FOUND.
 OS0232
 OS0232                          STATION RECOVERY (1986)
 OS0232
 OS0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OS0232'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0702 ***********************************************************************
 OR0702  DESIGNATION -  D 138
 OR0702  PID         -  OR0702
 OR0702  STATE/COUNTY-  SD/TRIPP
 OR0702  COUNTRY     -  US
 OR0702  USGS QUAD   -  MILLER HILL (2017)
 OR0702
 OR0702                         *CURRENT SURVEY CONTROL
 OR0702  ______________________________________________________________________
 OR0702* NAD 83(1986) POSITION- 43 23 25.     (N) 099 58 07.     (W)   SCALED
 OR0702* NAVD 88 ORTHO HEIGHT -   608.997 (meters)     1998.02  (feet) ADJUSTED
 OR0702  ______________________________________________________________________
 OR0702  GEOID HEIGHT    -        -25.161 (meters)                     GEOID18
 OR0702  DYNAMIC HEIGHT  -        608.780 (meters)     1997.31  (feet) COMP
 OR0702  MODELED GRAVITY -    980,246.1   (mgal)                       NAVD 88
 OR0702
 OR0702  VERT ORDER      -  SECOND    CLASS 0
 OR0702
 OR0702.The horizontal coordinates were scaled from a map and have
 OR0702.an estimated accuracy of +/- 6 seconds.
 OR0702
 OR0702.The orthometric height was determined by differential leveling and
 OR0702.adjusted by the NATIONAL GEODETIC SURVEY
 OR0702.in June 1991.
 OR0702
 OR0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0702.GEOID18 height accuracy estimate available here.
 OR0702
 OR0702.Click photographs - Photos may exist for this station.
 OR0702
 OR0702.The dynamic height is computed by dividing the NAVD 88
 OR0702.geopotential number by the normal gravity value computed on the
 OR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0702.degrees latitude (g = 980.6199 gals.).
 OR0702
 OR0702.The modeled gravity was interpolated from observed gravity values.
 OR0702
 OR0702;                    North         East    Units  Estimated Accuracy
 OR0702;SPC SD S     -   117,480.      629,550.      MT  (+/- 180 meters Scaled)
 OR0702
 OR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP215046(NAD 83)
 OR0702
 OR0702                          SUPERSEDED SURVEY CONTROL
 OR0702
 OR0702  NGVD 29 (??/??/92)  608.638  (m)         1996.84   (f) ADJ UNCH    2 0
 OR0702
 OR0702.Superseded values are not recommended for survey control.
 OR0702
 OR0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0702.See file dsdata.pdf to determine how the superseded data were derived.
 OR0702
 OR0702_MARKER: DB = BENCH MARK DISK
 OR0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0702_STAMPING: D 138 1934
 OR0702_MARK LOGO: CGS
 OR0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0702+STABILITY: SURFACE MOTION
 OR0702
 OR0702  HISTORY     - Date     Condition        Report By
 OR0702  HISTORY     - 1934     MONUMENTED       CGS
 OR0702  HISTORY     - 1940     GOOD             CGS
 OR0702  HISTORY     - 1977     MARK NOT FOUND   USGS
 OR0702  HISTORY     - 19880709 SEE DESCRIPTION  NGS
 OR0702
 OR0702                          STATION DESCRIPTION
 OR0702
 OR0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0702'5.8 MI W FROM WINNER.
 OR0702'5.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OR0702'THE STATION AT WINNER, TRIPP COUNTY, ABOUT 146.3 FEET NORTHEAST
 OR0702'OF THE NORTHEAST RAIL, 35 FEET EAST OF THE CENTER LINE OF A
 OR0702'GRADED COUNTY ROAD, 8 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER,
 OR0702'2 FEET SOUTH OF THE FENCE, AND 2 FEET WEST OF A WHITE REFERENCE
 OR0702'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED D 138 1934 AND
 OR0702'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 OR0702'GROUND.
 OR0702
 OR0702                          STATION RECOVERY (1940)
 OR0702
 OR0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0702'RECOVERED IN GOOD CONDITION.
 OR0702
 OR0702                          STATION RECOVERY (1977)
 OR0702
 OR0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OR0702'MARK NOT FOUND.
 OR0702
 OR0702                          STATION RECOVERY (1988)
 OR0702
 OR0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0702'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0547 ***********************************************************************
 OR0547  DESIGNATION -  D 139
 OR0547  PID         -  OR0547
 OR0547  STATE/COUNTY-  SD/GREGORY
 OR0547  COUNTRY     -  US
 OR0547  USGS QUAD   -  BURKE (2017)
 OR0547
 OR0547                         *CURRENT SURVEY CONTROL
 OR0547  ______________________________________________________________________
 OR0547* NAD 83(1986) POSITION- 43 09 24.     (N) 099 16 02.     (W)   SCALED
 OR0547* NAVD 88 ORTHO HEIGHT -   671.425 (meters)     2202.83  (feet) ADJUSTED
 OR0547  ______________________________________________________________________
 OR0547  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 OR0547  DYNAMIC HEIGHT  -        671.172 (meters)     2202.00  (feet) COMP
 OR0547  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 OR0547
 OR0547  VERT ORDER      -  SECOND    CLASS 0
 OR0547
 OR0547.The horizontal coordinates were scaled from a map and have
 OR0547.an estimated accuracy of +/- 6 seconds.
 OR0547
 OR0547.The orthometric height was determined by differential leveling and
 OR0547.adjusted by the NATIONAL GEODETIC SURVEY
 OR0547.in June 1991.
 OR0547
 OR0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0547.GEOID18 height accuracy estimate available here.
 OR0547
 OR0547.Click photographs - Photos may exist for this station.
 OR0547
 OR0547.The dynamic height is computed by dividing the NAVD 88
 OR0547.geopotential number by the normal gravity value computed on the
 OR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0547.degrees latitude (g = 980.6199 gals.).
 OR0547
 OR0547.The modeled gravity was interpolated from observed gravity values.
 OR0547
 OR0547;                    North         East    Units  Estimated Accuracy
 OR0547;SPC SD S     -    92,020.      686,700.      MT  (+/- 180 meters Scaled)
 OR0547
 OR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN782782(NAD 83)
 OR0547
 OR0547                          SUPERSEDED SURVEY CONTROL
 OR0547
 OR0547.No superseded survey control is available for this station.
 OR0547
 OR0547_MARKER: DB = BENCH MARK DISK
 OR0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0547_STAMPING: D 139 1934
 OR0547_MARK LOGO: CGS
 OR0547_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0547+STABILITY: SURFACE MOTION
 OR0547
 OR0547  HISTORY     - Date     Condition        Report By
 OR0547  HISTORY     - 1934     MONUMENTED       CGS
 OR0547  HISTORY     - 1959     MARK NOT FOUND   CGS
 OR0547
 OR0547                          STATION DESCRIPTION
 OR0547
 OR0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0547'2 MI SE FROM BURKE.
 OR0547'ABOUT 2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0547'RAILWAY FROM THE STATION AT BUREK, GREGORY COUNTY, ABOUT 0.2
 OR0547'MILE NORTHWEST OF THE CROSSING OF A SECTION-LINE ROAD, ABOUT 3
 OR0547'POLES SOUTHEAST OF A CURVE FROM SOUTH TO SOUTHEAST, 44.5 FEET
 OR0547'SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET NORTHEAST OF THE
 OR0547'RIGHT-OF-WAY FENCE, AND 0.5 FOOT WEST OF A WHITE REFERENCE POST.
 OR0547'A STANDARD DISK, STAMPED D 139 1934 AND SET IN THE TOP OF A
 OR0547'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OR0547
 OR0547                          STATION RECOVERY (1959)
 OR0547
 OR0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OR0547'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0548 ***********************************************************************
 OR0548  DESIGNATION -  D 139 RESET
 OR0548  PID         -  OR0548
 OR0548  STATE/COUNTY-  SD/GREGORY
 OR0548  COUNTRY     -  US
 OR0548  USGS QUAD   -  BURKE (2017)
 OR0548
 OR0548                         *CURRENT SURVEY CONTROL
 OR0548  ______________________________________________________________________
 OR0548* NAD 83(1986) POSITION- 43 09 24.     (N) 099 16 03.     (W)   SCALED
 OR0548* NAVD 88 ORTHO HEIGHT -   671.85  (meters)     2204.2   (feet) RESET
 OR0548  ______________________________________________________________________
 OR0548  GEOID HEIGHT    -        -25.740 (meters)                     GEOID18
 OR0548  VERT ORDER      -  THIRD
 OR0548
 OR0548.The horizontal coordinates were scaled from a map and have
 OR0548.an estimated accuracy of +/- 6 seconds.
 OR0548
 OR0548.The orthometric height was computed from unverified reset data.
 OR0548
 OR0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0548.GEOID18 height accuracy estimate available here.
 OR0548
 OR0548.Click photographs - Photos may exist for this station.
 OR0548
 OR0548;                    North         East    Units  Estimated Accuracy
 OR0548;SPC SD S     -    92,020.      686,680.      MT  (+/- 180 meters Scaled)
 OR0548
 OR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN782782(NAD 83)
 OR0548
 OR0548                          SUPERSEDED SURVEY CONTROL
 OR0548
 OR0548.No superseded survey control is available for this station.
 OR0548
 OR0548_MARKER: DB = BENCH MARK DISK
 OR0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0548_STAMPING: D 139 RESET 1941
 OR0548_MARK LOGO: CGS
 OR0548_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0548+STABILITY: SURFACE MOTION
 OR0548
 OR0548  HISTORY     - Date     Condition        Report By
 OR0548  HISTORY     - 1962     MONUMENTED       SDHD
 OR0548  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0548
 OR0548                          STATION DESCRIPTION
 OR0548
 OR0548'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1962
 OR0548'2 MI SE FROM BURKE.
 OR0548'2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0548'FROM THE STATION AT BURKE, 0.2 MILE NORTHWEST OF THE CROSSING
 OR0548'OF A SECTION-LINE ROAD, AND 115 FEET DUE NORTH OF THE ORIGINAL
 OR0548'MARK.  A STANDARD DISK, STAMPED D 139 RESET 1941 AND SET IN
 OR0548'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OR0548
 OR0548                          STATION RECOVERY (1962)
 OR0548
 OR0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0548'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0150 ***********************************************************************
 PT0150  DESIGNATION -  D 14
 PT0150  PID         -  PT0150
 PT0150  STATE/COUNTY-  SD/HUGHES
 PT0150  COUNTRY     -  US
 PT0150  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT0150
 PT0150                         *CURRENT SURVEY CONTROL
 PT0150  ______________________________________________________________________
 PT0150* NAD 83(1986) POSITION- 44 19 43.     (N) 100 09 12.     (W)   SCALED
 PT0150* NAVD 88 ORTHO HEIGHT -   439.027 (meters)     1440.37  (feet) ADJUSTED
 PT0150  ______________________________________________________________________
 PT0150  GEOID HEIGHT    -        -23.707 (meters)                     GEOID18
 PT0150  DYNAMIC HEIGHT  -        438.939 (meters)     1440.09  (feet) COMP
 PT0150  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 PT0150
 PT0150  VERT ORDER      -  FIRST     CLASS II
 PT0150
 PT0150.The horizontal coordinates were scaled from a map and have
 PT0150.an estimated accuracy of +/- 6 seconds.
 PT0150
 PT0150.The orthometric height was determined by differential leveling and
 PT0150.adjusted by the NATIONAL GEODETIC SURVEY
 PT0150.in June 1991.
 PT0150
 PT0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0150.GEOID18 height accuracy estimate available here.
 PT0150
 PT0150.Click photographs - Photos may exist for this station.
 PT0150
 PT0150.The dynamic height is computed by dividing the NAVD 88
 PT0150.geopotential number by the normal gravity value computed on the
 PT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0150.degrees latitude (g = 980.6199 gals.).
 PT0150
 PT0150.The modeled gravity was interpolated from observed gravity values.
 PT0150
 PT0150;                    North         East    Units  Estimated Accuracy
 PT0150;SPC SD S     -   221,680.      614,360.      MT  (+/- 180 meters Scaled)
 PT0150
 PT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ080090(NAD 83)
 PT0150
 PT0150                          SUPERSEDED SURVEY CONTROL
 PT0150
 PT0150  NGVD 29 (??/??/92)  438.664  (m)         1439.18   (f) ADJ UNCH    1 2
 PT0150
 PT0150.Superseded values are not recommended for survey control.
 PT0150
 PT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0150.See file dsdata.pdf to determine how the superseded data were derived.
 PT0150
 PT0150_MARKER: DB = BENCH MARK DISK
 PT0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0150_STAMPING: D 14 1926
 PT0150_MARK LOGO: CGS
 PT0150_PROJECTION: FLUSH
 PT0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0150+STABILITY: SURFACE MOTION
 PT0150
 PT0150  HISTORY     - Date     Condition        Report By
 PT0150  HISTORY     - 1926     MONUMENTED       CGS
 PT0150  HISTORY     - 1946     GOOD             CGS
 PT0150  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0150
 PT0150                          STATION DESCRIPTION
 PT0150
 PT0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0150'10.5 MI E FROM PIERRE.
 PT0150'10.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0150'PIERRE, HUGHES COUNTY, ABOUT 100 YARDS WEST OF A ALTO SIDING 1
 PT0150'MILE SIGN, ABOUT 100 FEET EAST OF AN ABANDONED STATION, 49 FEET
 PT0150'NORTH OF THE CENTER LINE OF THE TRACK, AND 1.5 FEET SOUTH OF
 PT0150'THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1439.183
 PT0150'D 14 1926 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 PT0150'WITH THE GROUND.  NOTE-- MARK NOT FOUND DUE TO RELOCATION OF
 PT0150'RAILROAD TRACKS.
 PT0150
 PT0150                          STATION RECOVERY (1973)
 PT0150
 PT0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0028 ***********************************************************************
 OS0028  DESIGNATION -  D 140
 OS0028  PID         -  OS0028
 OS0028  STATE/COUNTY-  SD/LYMAN
 OS0028  COUNTRY     -  US
 OS0028  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 OS0028
 OS0028                         *CURRENT SURVEY CONTROL
 OS0028  ______________________________________________________________________
 OS0028* NAD 83(1986) POSITION- 43 42 18.15   (N) 100 01 16.18   (W)   HD_HELD1
 OS0028* NAVD 88 ORTHO HEIGHT -   480.588 (meters)     1576.73  (feet) ADJUSTED
 OS0028  ______________________________________________________________________
 OS0028  GEOID HEIGHT    -        -25.614 (meters)                     GEOID18
 OS0028  DYNAMIC HEIGHT  -        480.432 (meters)     1576.22  (feet) COMP
 OS0028  MODELED GRAVITY -    980,281.2   (mgal)                       NAVD 88
 OS0028
 OS0028  VERT ORDER      -  SECOND    CLASS 0
 OS0028
 OS0028.The horizontal coordinates were determined by differentially corrected
 OS0028.hand held GPS observations or other comparable positioning techniques
 OS0028.and have an estimated accuracy of +/- 3 meters.
 OS0028
 OS0028.The orthometric height was determined by differential leveling and
 OS0028.adjusted by the NATIONAL GEODETIC SURVEY
 OS0028.in June 1991.
 OS0028
 OS0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0028.GEOID18 height accuracy estimate available here.
 OS0028
 OS0028.Click photographs - Photos may exist for this station.
 OS0028
 OS0028.The dynamic height is computed by dividing the NAVD 88
 OS0028.geopotential number by the normal gravity value computed on the
 OS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0028.degrees latitude (g = 980.6199 gals.).
 OS0028
 OS0028.The modeled gravity was interpolated from observed gravity values.
 OS0028
 OS0028;                    North         East    Units  Estimated Accuracy
 OS0028;SPC SD S     -   152,432.3     625,159.5     MT  (+/- 3 meters HH1 GPS) 
 OS0028
 OS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1772439619(NAD 83)
 OS0028
 OS0028                          SUPERSEDED SURVEY CONTROL
 OS0028
 OS0028  NGVD 29 (??/??/92)  480.204  (m)         1575.47   (f) ADJ UNCH    2 0
 OS0028
 OS0028.Superseded values are not recommended for survey control.
 OS0028
 OS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0028.See file dsdata.pdf to determine how the superseded data were derived.
 OS0028
 OS0028_MARKER: DB = BENCH MARK DISK
 OS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0028_STAMPING: D 140 1934
 OS0028_MARK LOGO: CGS
 OS0028_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0028+STABILITY: SURFACE MOTION
 OS0028
 OS0028  HISTORY     - Date     Condition        Report By
 OS0028  HISTORY     - 1934     MONUMENTED       CGS
 OS0028  HISTORY     - 1940     GOOD             CGS
 OS0028
 OS0028                          STATION DESCRIPTION
 OS0028
 OS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0028'1.1 MI E FROM PRESHO.
 OS0028'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO,
 OS0028'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT PRESHO,
 OS0028'LYMAN COUNTY, THENCE ABOUT 14.0 MILES SOUTH ALONG U.S. HIGHWAY
 OS0028'183, ABOUT 83 YARDS NORTHWEST OF THE NORTHWEST END OF THE
 OS0028'BRIDGE OVER WHITE RIVER, 38 FEET WEST OF THE CENTER LINE OF THE
 OS0028'HIGHWAY, 37 FEET NORTH OF A FENCE CORNER, 39.5 FEET NORTHWEST
 OS0028'OF A 30-INCH COTTONWOOD TREE, AND 0.5 FOOT WEST OF A WHITE
 OS0028'REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 OS0028'D 140 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0028'ABOUT 8 INCHES ABOVE GROUND.
 OS0028
 OS0028                          STATION RECOVERY (1940)
 OS0028
 OS0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0611 ***********************************************************************
 OR0611  DESIGNATION -  D 141
 OR0611  PID         -  OR0611
 OR0611  STATE/COUNTY-  SD/GREGORY
 OR0611  COUNTRY     -  US
 OR0611  USGS QUAD   -  DIXON (2017)
 OR0611
 OR0611                         *CURRENT SURVEY CONTROL
 OR0611  ______________________________________________________________________
 OR0611* NAD 83(1986) POSITION- 43 28 14.     (N) 099 26 06.     (W)   SCALED
 OR0611* NAVD 88 ORTHO HEIGHT -   562.901 (meters)     1846.78  (feet) ADJUSTED
 OR0611  ______________________________________________________________________
 OR0611  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 OR0611  DYNAMIC HEIGHT  -        562.708 (meters)     1846.15  (feet) COMP
 OR0611  MODELED GRAVITY -    980,260.1   (mgal)                       NAVD 88
 OR0611
 OR0611  VERT ORDER      -  SECOND    CLASS 0
 OR0611
 OR0611.The horizontal coordinates were scaled from a map and have
 OR0611.an estimated accuracy of +/- 6 seconds.
 OR0611
 OR0611.The orthometric height was determined by differential leveling and
 OR0611.adjusted by the NATIONAL GEODETIC SURVEY
 OR0611.in June 1991.
 OR0611
 OR0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0611.GEOID18 height accuracy estimate available here.
 OR0611
 OR0611.Click photographs - Photos may exist for this station.
 OR0611
 OR0611.The dynamic height is computed by dividing the NAVD 88
 OR0611.geopotential number by the normal gravity value computed on the
 OR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0611.degrees latitude (g = 980.6199 gals.).
 OR0611
 OR0611.The modeled gravity was interpolated from observed gravity values.
 OR0611
 OR0611;                    North         East    Units  Estimated Accuracy
 OR0611;SPC SD S     -   126,730.      672,680.      MT  (+/- 180 meters Scaled)
 OR0611
 OR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP648131(NAD 83)
 OR0611
 OR0611                          SUPERSEDED SURVEY CONTROL
 OR0611
 OR0611  NGVD 29 (??/??/92)  562.571  (m)         1845.70   (f) ADJ UNCH    2 0
 OR0611
 OR0611.Superseded values are not recommended for survey control.
 OR0611
 OR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0611.See file dsdata.pdf to determine how the superseded data were derived.
 OR0611
 OR0611_MARKER: DB = BENCH MARK DISK
 OR0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0611_STAMPING: D 141 1934
 OR0611_MARK LOGO: CGS
 OR0611_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0611+STABILITY: SURFACE MOTION
 OR0611
 OR0611  HISTORY     - Date     Condition        Report By
 OR0611  HISTORY     - 1934     MONUMENTED       CGS
 OR0611  HISTORY     - 1945     GOOD             CGS
 OR0611  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0611
 OR0611                          STATION DESCRIPTION
 OR0611
 OR0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0611'5.6 MI S FROM IONA.
 OR0611'IN GREGORY COUNTY, 5.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM
 OR0611'THE POST OFFICE AT IONA, LYMAN COUNTY, 165 YARDS SOUTH OF A
 OR0611'SECTION LINE, 32 FEET EAST OF THE THE CENTERLINE OF THE HIGHWAY,
 OR0611'6-1/2 FEET NORTH OF A FENCE CORNER, AND 1-1/2 FEET WEST OF A
 OR0611'FENCE.  A STANDARD DISK, STAMPED D 141 1934 AND SET IN THE TOP
 OR0611'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OR0611
 OR0611                          STATION RECOVERY (1971)
 OR0611
 OR0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0611'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0210 ***********************************************************************
 OR0210  DESIGNATION -  D 142
 OR0210  PID         -  OR0210
 OR0210  STATE/COUNTY-  SD/CHARLES MIX
 OR0210  COUNTRY     -  US
 OR0210  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0210
 OR0210                         *CURRENT SURVEY CONTROL
 OR0210  ______________________________________________________________________
 OR0210* NAD 83(1986) POSITION- 43 09 02.     (N) 098 44 22.     (W)   SCALED
 OR0210* NAVD 88 ORTHO HEIGHT -   408.525 (meters)     1340.30  (feet) ADJUSTED
 OR0210  ______________________________________________________________________
 OR0210  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 OR0210  DYNAMIC HEIGHT  -        408.384 (meters)     1339.84  (feet) COMP
 OR0210  MODELED GRAVITY -    980,263.8   (mgal)                       NAVD 88
 OR0210
 OR0210  VERT ORDER      -  FIRST     CLASS II
 OR0210
 OR0210.The horizontal coordinates were scaled from a map and have
 OR0210.an estimated accuracy of +/- 6 seconds.
 OR0210
 OR0210.The orthometric height was determined by differential leveling and
 OR0210.adjusted by the NATIONAL GEODETIC SURVEY
 OR0210.in June 1991.
 OR0210
 OR0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0210.GEOID18 height accuracy estimate available here.
 OR0210
 OR0210.Click photographs - Photos may exist for this station.
 OR0210
 OR0210.The dynamic height is computed by dividing the NAVD 88
 OR0210.geopotential number by the normal gravity value computed on the
 OR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0210.degrees latitude (g = 980.6199 gals.).
 OR0210
 OR0210.The modeled gravity was interpolated from observed gravity values.
 OR0210
 OR0210;                    North         East    Units  Estimated Accuracy
 OR0210;SPC SD S     -    92,030.      729,630.      MT  (+/- 180 meters Scaled)
 OR0210
 OR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN211775(NAD 83)
 OR0210
 OR0210                          SUPERSEDED SURVEY CONTROL
 OR0210
 OR0210  NGVD 29 (??/??/92)  408.203  (m)         1339.25   (f) ADJ UNCH    1 2
 OR0210
 OR0210.Superseded values are not recommended for survey control.
 OR0210
 OR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0210.See file dsdata.pdf to determine how the superseded data were derived.
 OR0210
 OR0210_MARKER: DB = BENCH MARK DISK
 OR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0210_STAMPING: D 142 1934
 OR0210_MARK LOGO: CGS
 OR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0210+STABILITY: SURFACE MOTION
 OR0210
 OR0210  HISTORY     - Date     Condition        Report By
 OR0210  HISTORY     - 1934     MONUMENTED       CGS
 OR0210  HISTORY     - 1949     GOOD             CGS
 OR0210  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0210
 OR0210                          STATION DESCRIPTION
 OR0210
 OR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0210'4.1 MI E FROM WHEELER.
 OR0210'ABOUT 4.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0210'OF U.S. HIGHWAY 281 AT WHEELER, CHARLES MIX COUNTY, NEAR THE
 OR0210'BOTTOM OF A LONG GRADE, ABOUT 70 YARDS WEST OF A CURVE, 24.0 FEET
 OR0210'WEST OF A FIELD ENTRANCE, 32.5 FEET SOUTH OF THE CENTER LINE
 OR0210'OF THE HIGHWAY, 24 FEET WEST OF THE CENTER LINE OF A SIDE ROAD.
 OR0210'2.8 FEET NORTHWEST OF A CORNER FENCE POST, 2.4 FEET NORTH OF THE
 OR0210'FENCE, AND 0.5 FOOT WEST OF A WHITE REFERENCE POST.  A STANDARD
 OR0210'DISK, STAMPED D 142 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0210'PROJECTING ABOUT 5 INCHES ABOVE GROUND.  NOTE-- IT IS REPORTED
 OR0210'THAT WHEN FORT RANDALL DAM IS COMPLETED THE PRESENT SITE OF THE
 OR0210'HIGHWAY AT THE LOCATION OF THIS BENCH MARK WILL BE UNDER WATER.
 OR0210
 OR0210                          STATION RECOVERY (2013)
 OR0210
 OR0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0111 ***********************************************************************
 OR0111  DESIGNATION -  D 143
 OR0111  PID         -  OR0111
 OR0111  STATE/COUNTY-  SD/CHARLES MIX
 OR0111  COUNTRY     -  US
 OR0111  USGS QUAD   -  DANTE (2017)
 OR0111
 OR0111                         *CURRENT SURVEY CONTROL
 OR0111  ______________________________________________________________________
 OR0111* NAD 83(1986) POSITION- 43 01 01.     (N) 098 08 54.     (W)   SCALED
 OR0111* NAVD 88 ORTHO HEIGHT -   440.628 (meters)     1445.63  (feet) ADJUSTED
 OR0111  ______________________________________________________________________
 OR0111  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 OR0111  DYNAMIC HEIGHT  -        440.480 (meters)     1445.14  (feet) COMP
 OR0111  MODELED GRAVITY -    980,272.3   (mgal)                       NAVD 88
 OR0111
 OR0111  VERT ORDER      -  SECOND    CLASS 0
 OR0111
 OR0111.The horizontal coordinates were scaled from a map and have
 OR0111.an estimated accuracy of +/- 6 seconds.
 OR0111
 OR0111.The orthometric height was determined by differential leveling and
 OR0111.adjusted by the NATIONAL GEODETIC SURVEY
 OR0111.in June 1991.
 OR0111
 OR0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0111.GEOID18 height accuracy estimate available here.
 OR0111
 OR0111.Click photographs - Photos may exist for this station.
 OR0111
 OR0111.The dynamic height is computed by dividing the NAVD 88
 OR0111.geopotential number by the normal gravity value computed on the
 OR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0111.degrees latitude (g = 980.6199 gals.).
 OR0111
 OR0111.The modeled gravity was interpolated from observed gravity values.
 OR0111
 OR0111;                    North         East    Units  Estimated Accuracy
 OR0111;SPC SD S     -    78,290.      778,090.      MT  (+/- 180 meters Scaled)
 OR0111
 OR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN693630(NAD 83)
 OR0111
 OR0111                          SUPERSEDED SURVEY CONTROL
 OR0111
 OR0111  NGVD 29 (??/??/92)  440.354  (m)         1444.73   (f) ADJ UNCH    2 0
 OR0111
 OR0111.Superseded values are not recommended for survey control.
 OR0111
 OR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0111.See file dsdata.pdf to determine how the superseded data were derived.
 OR0111
 OR0111_MARKER: DB = BENCH MARK DISK
 OR0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0111_STAMPING: D 143 1934
 OR0111_MARK LOGO: CGS
 OR0111_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0111+STABILITY: SURFACE MOTION
 OR0111
 OR0111  HISTORY     - Date     Condition        Report By
 OR0111  HISTORY     - 1934     MONUMENTED       CGS
 OR0111  HISTORY     - 1972     MARK NOT FOUND   USGS
 OR0111
 OR0111                          STATION DESCRIPTION
 OR0111
 OR0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0111'2.7 MI SE FROM DANTE.
 OR0111'IN CHARLES MIX COUNTY, 2.7 MILES SOUTHEAST ALONG THE CHICAGO,
 OR0111'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 OR0111'DANTE, CHARLES MIX COUNTY, 4.6 MILES NORTHWEST O THE STATION
 OR0111'AT AVON, BON HOMME COUNTY, 116 FEET SOUTHEAST OF THE CENTER OF
 OR0111'A ROAD CROSSING, 67 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OR0111'52.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 61.2 FEET SOUTHEAST
 OR0111'OF AN IRON CULVERT, AND 39 FEET NORTH OF A FENCE.  A STANDARD
 OR0111'DISK, STAMPED D 143 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0111'PROJECTING 4 INCHES ABOVE GROUND.
 OR0111
 OR0111                          STATION RECOVERY (1972)
 OR0111
 OR0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OR0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0081 ***********************************************************************
 OR0081  DESIGNATION -  D 144
 OR0081  PID         -  OR0081
 OR0081  STATE/COUNTY-  SD/DOUGLAS
 OR0081  COUNTRY     -  US
 OR0081  USGS QUAD   -  CORSICA (2017)
 OR0081
 OR0081                         *CURRENT SURVEY CONTROL
 OR0081  ______________________________________________________________________
 OR0081* NAD 83(1986) POSITION- 43 25 39.     (N) 098 24 39.     (W)   SCALED
 OR0081* NAVD 88 ORTHO HEIGHT -   475.302 (meters)     1559.39  (feet) ADJUSTED
 OR0081  ______________________________________________________________________
 OR0081  GEOID HEIGHT    -        -26.523 (meters)                     GEOID18
 OR0081  DYNAMIC HEIGHT  -        475.155 (meters)     1558.90  (feet) COMP
 OR0081  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 OR0081
 OR0081  VERT ORDER      -  SECOND    CLASS 0
 OR0081
 OR0081.The horizontal coordinates were scaled from a map and have
 OR0081.an estimated accuracy of +/- 6 seconds.
 OR0081
 OR0081.The orthometric height was determined by differential leveling and
 OR0081.adjusted by the NATIONAL GEODETIC SURVEY
 OR0081.in June 1991.
 OR0081
 OR0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0081.GEOID18 height accuracy estimate available here.
 OR0081
 OR0081.Click photographs - Photos may exist for this station.
 OR0081
 OR0081.The dynamic height is computed by dividing the NAVD 88
 OR0081.geopotential number by the normal gravity value computed on the
 OR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0081.degrees latitude (g = 980.6199 gals.).
 OR0081
 OR0081.The modeled gravity was interpolated from observed gravity values.
 OR0081
 OR0081;                    North         East    Units  Estimated Accuracy
 OR0081;SPC SD S     -   123,350.      755,640.      MT  (+/- 180 meters Scaled)
 OR0081
 OR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP476084(NAD 83)
 OR0081
 OR0081                          SUPERSEDED SURVEY CONTROL
 OR0081
 OR0081  NGVD 29 (??/??/92)  474.979  (m)         1558.33   (f) ADJ UNCH    2 0
 OR0081
 OR0081.Superseded values are not recommended for survey control.
 OR0081
 OR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0081.See file dsdata.pdf to determine how the superseded data were derived.
 OR0081
 OR0081_MARKER: DB = BENCH MARK DISK
 OR0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0081_STAMPING: D 144 1934
 OR0081_MARK LOGO: CGS
 OR0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0081+STABILITY: SURFACE MOTION
 OR0081
 OR0081  HISTORY     - Date     Condition        Report By
 OR0081  HISTORY     - 1934     MONUMENTED       CGS
 OR0081
 OR0081                          STATION DESCRIPTION
 OR0081
 OR0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0081'AT CORSICA.
 OR0081'AT CORSICA, DOUGLAS COUNTY, ABOUT 0.25 MILE NORTH OF THE CHICAGO,
 OR0081'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT A ROAD
 OR0081'CROSSING, 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 45.7 FEET
 OR0081'WEST OF THE WEST RAIL, 13.2 FEET SOUTH OF A FENCE CORNER, AND
 OR0081'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OR0081'D 144 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0081'ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0461 ***********************************************************************
 OQ0461  DESIGNATION -  D 145
 OQ0461  PID         -  OQ0461
 OQ0461  STATE/COUNTY-  SD/HUTCHINSON
 OQ0461  COUNTRY     -  US
 OQ0461  USGS QUAD   -  TRIPP (2017)
 OQ0461
 OQ0461                         *CURRENT SURVEY CONTROL
 OQ0461  ______________________________________________________________________
 OQ0461* NAD 83(1986) POSITION- 43 13 26.     (N) 097 58 08.     (W)   SCALED
 OQ0461* NAVD 88 ORTHO HEIGHT -   477.069 (meters)     1565.18  (feet) ADJUSTED
 OQ0461  ______________________________________________________________________
 OQ0461  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 OQ0461  DYNAMIC HEIGHT  -        476.916 (meters)     1564.68  (feet) COMP
 OQ0461  MODELED GRAVITY -    980,285.4   (mgal)                       NAVD 88
 OQ0461
 OQ0461  VERT ORDER      -  SECOND    CLASS 0
 OQ0461
 OQ0461.The horizontal coordinates were scaled from a map and have
 OQ0461.an estimated accuracy of +/- 6 seconds.
 OQ0461
 OQ0461.The orthometric height was determined by differential leveling and
 OQ0461.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0461.in June 1991.
 OQ0461
 OQ0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0461.GEOID18 height accuracy estimate available here.
 OQ0461
 OQ0461.Click photographs - Photos may exist for this station.
 OQ0461
 OQ0461.The dynamic height is computed by dividing the NAVD 88
 OQ0461.geopotential number by the normal gravity value computed on the
 OQ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0461.degrees latitude (g = 980.6199 gals.).
 OQ0461
 OQ0461.The modeled gravity was interpolated from observed gravity values.
 OQ0461
 OQ0461;                    North         East    Units  Estimated Accuracy
 OQ0461;SPC SD S     -   101,670.      792,060.      MT  (+/- 180 meters Scaled)
 OQ0461
 OQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN837861(NAD 83)
 OQ0461
 OQ0461                          SUPERSEDED SURVEY CONTROL
 OQ0461
 OQ0461  NGVD 29 (??/??/92)  476.755  (m)         1564.15   (f) ADJ UNCH    2 0
 OQ0461
 OQ0461.Superseded values are not recommended for survey control.
 OQ0461
 OQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0461.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0461
 OQ0461_MARKER: DB = BENCH MARK DISK
 OQ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0461_STAMPING: D 145 1934
 OQ0461_MARK LOGO: CGS
 OQ0461_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0461+STABILITY: SURFACE MOTION
 OQ0461
 OQ0461  HISTORY     - Date     Condition        Report By
 OQ0461  HISTORY     - 1934     MONUMENTED       CGS
 OQ0461  HISTORY     - 1974     MARK NOT FOUND   USGS
 OQ0461
 OQ0461                          STATION DESCRIPTION
 OQ0461
 OQ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0461'AT TRIPP.
 OQ0461'AT TRIPP, HUTCHINSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0461'AND PACIFIC RAILROAD, 382 YARDS NORTHWEST OF THE STATION 105.5
 OQ0461'FEET SOUTHWEST OF THE SWITCH FORMING THE JUNCTION WITH THE
 OQ0461'TRACK LEADING TO MITCHELL, 48.6 FEET SOUTHWEST OF THE SOUTHWEST
 OQ0461'RAIL OF THE TRACK LEADING TO MITCHELL, AND 42.1 FEET SOUTHWEST
 OQ0461'OF THE SOUTHWEST RAIL OF THE TRACK LEADING TO ARMOUR.  A STANDARD
 OQ0461'DISK, STAMPED D 145 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0461'PROJECTING 4 INCHES ABOVE GROUND.
 OQ0461
 OQ0461                          STATION RECOVERY (1974)
 OQ0461
 OQ0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OQ0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0978 ***********************************************************************
 NM0978  DESIGNATION -  D 146
 NM0978  PID         -  NM0978
 NM0978  STATE/COUNTY-  SD/YANKTON
 NM0978  COUNTRY     -  US
 NM0978  USGS QUAD   -  YANKTON (2017)
 NM0978
 NM0978                         *CURRENT SURVEY CONTROL
 NM0978  ______________________________________________________________________
 NM0978* NAD 83(1986) POSITION- 42 56 35.     (N) 097 27 26.     (W)   SCALED
 NM0978* NAVD 88 ORTHO HEIGHT -   417.954 (meters)     1371.24  (feet) ADJUSTED
 NM0978  ______________________________________________________________________
 NM0978  GEOID HEIGHT    -        -25.667 (meters)                     GEOID18
 NM0978  DYNAMIC HEIGHT  -        417.830 (meters)     1370.83  (feet) COMP
 NM0978  MODELED GRAVITY -    980,313.3   (mgal)                       NAVD 88
 NM0978
 NM0978  VERT ORDER      -  SECOND    CLASS 0
 NM0978
 NM0978.The horizontal coordinates were scaled from a map and have
 NM0978.an estimated accuracy of +/- 6 seconds.
 NM0978
 NM0978.The orthometric height was determined by differential leveling and
 NM0978.adjusted by the NATIONAL GEODETIC SURVEY
 NM0978.in June 1991.
 NM0978
 NM0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0978.GEOID18 height accuracy estimate available here.
 NM0978
 NM0978.Click photographs - Photos may exist for this station.
 NM0978
 NM0978.The dynamic height is computed by dividing the NAVD 88
 NM0978.geopotential number by the normal gravity value computed on the
 NM0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0978.degrees latitude (g = 980.6199 gals.).
 NM0978
 NM0978.The modeled gravity was interpolated from observed gravity values.
 NM0978
 NM0978;                    North         East    Units  Estimated Accuracy
 NM0978;SPC SD S     -    71,800.      834,690.      MT  (+/- 180 meters Scaled)
 NM0978
 NM0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN258556(NAD 83)
 NM0978
 NM0978                          SUPERSEDED SURVEY CONTROL
 NM0978
 NM0978  NGVD 29 (??/??/92)  417.733  (m)         1370.51   (f) ADJ UNCH    2 0
 NM0978
 NM0978.Superseded values are not recommended for survey control.
 NM0978
 NM0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0978.See file dsdata.pdf to determine how the superseded data were derived.
 NM0978
 NM0978_MARKER: DB = BENCH MARK DISK
 NM0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0978_STAMPING: D 146 1934
 NM0978_MARK LOGO: CGS
 NM0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0978+STABILITY: SURFACE MOTION
 NM0978
 NM0978  HISTORY     - Date     Condition        Report By
 NM0978  HISTORY     - 1934     MONUMENTED       CGS
 NM0978  HISTORY     - 1946     GOOD             CGS
 NM0978
 NM0978                          STATION DESCRIPTION
 NM0978
 NM0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0978'3.3 MI SE FROM UTICA.
 NM0978'D-146 IS LOCATED 3.3 MILES SOUTHEAST OF STATION ALONG C.M.ST.P.
 NM0978'AND P.R.R. AT UTICA, 467 YARDS NORTHWEST OF JUNCTION SWITCH AT
 NM0978'NAPA, 98 YARDS SOUTHEAST OF M.P. 158, 161 YARDS SOUTHEAST OF
 NM0978'EAST END OF TRESTLE T-380, 34.1 FEET SOUTHWEST OF SOUTHWEST RAIL,
 NM0978'8.4 FEET NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 NM0978'CONCRETE POST 6 INCHES HIGH.
 NM0978
 NM0978                          STATION RECOVERY (1946)
 NM0978
 NM0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0064 ***********************************************************************
 OR0064  DESIGNATION -  D 147
 OR0064  PID         -  OR0064
 OR0064  STATE/COUNTY-  SD/DAVISON
 OR0064  COUNTRY     -  US
 OR0064  USGS QUAD   -  MITCHELL (2017)
 OR0064
 OR0064                         *CURRENT SURVEY CONTROL
 OR0064  ______________________________________________________________________
 OR0064* NAD 83(1986) POSITION- 43 42 00.40   (N) 098 00 47.62   (W)   HD_HELD1
 OR0064* NAVD 88 ORTHO HEIGHT -   400.123 (meters)     1312.74  (feet) ADJUSTED
 OR0064  ______________________________________________________________________
 OR0064  GEOID HEIGHT    -        -26.165 (meters)                     GEOID18
 OR0064  DYNAMIC HEIGHT  -        400.023 (meters)     1312.41  (feet) COMP
 OR0064  MODELED GRAVITY -    980,359.4   (mgal)                       NAVD 88
 OR0064
 OR0064  VERT ORDER      -  SECOND    CLASS 0
 OR0064
 OR0064.The horizontal coordinates were determined by differentially corrected
 OR0064.hand held GPS observations or other comparable positioning techniques
 OR0064.and have an estimated accuracy of +/- 3 meters.
 OR0064
 OR0064.The orthometric height was determined by differential leveling and
 OR0064.adjusted by the NATIONAL GEODETIC SURVEY
 OR0064.in June 1991.
 OR0064
 OR0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0064.GEOID18 height accuracy estimate available here.
 OR0064
 OR0064.Click photographs - Photos may exist for this station.
 OR0064
 OR0064.The dynamic height is computed by dividing the NAVD 88
 OR0064.geopotential number by the normal gravity value computed on the
 OR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0064.degrees latitude (g = 980.6199 gals.).
 OR0064
 OR0064.The modeled gravity was interpolated from observed gravity values.
 OR0064
 OR0064;                    North         East    Units  Estimated Accuracy
 OR0064;SPC SD S     -   154,449.0     786,980.0     MT  (+/- 3 meters HH1 GPS) 
 OR0064
 OR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7951139038(NAD 83)
 OR0064
 OR0064                          SUPERSEDED SURVEY CONTROL
 OR0064
 OR0064  NGVD 29 (??/??/92)  399.826  (m)         1311.76   (f) ADJ UNCH    2 0
 OR0064
 OR0064.Superseded values are not recommended for survey control.
 OR0064
 OR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0064.See file dsdata.pdf to determine how the superseded data were derived.
 OR0064
 OR0064_MARKER: DB = BENCH MARK DISK
 OR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0064_STAMPING: D 147 1934
 OR0064_MARK LOGO: CGS
 OR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0064+STABILITY: SURFACE MOTION
 OR0064
 OR0064  HISTORY     - Date     Condition        Report By
 OR0064  HISTORY     - 1934     MONUMENTED       CGS
 OR0064  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0064
 OR0064                          STATION DESCRIPTION
 OR0064
 OR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0064'0.9 MI SE FROM MITCHELL.
 OR0064'0.9 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0064'PACIFIC RAILROAD FROM THE STATION AT MITCHELL, DAVISON COUNTY,
 OR0064'ABOUT 763 FEET SOUTHEAST OF THE OVERHEAD CROSSING OF A HIGHWAY,
 OR0064'47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 33
 OR0064'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, AND 1
 OR0064'FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OR0064'STAMPED D 147 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0064'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OR0064
 OR0064                          STATION RECOVERY (1991)
 OR0064
 OR0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0064'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0423 ***********************************************************************
 OQ0423  DESIGNATION -  D 148
 OQ0423  PID         -  OQ0423
 OQ0423  STATE/COUNTY-  SD/TURNER
 OQ0423  COUNTRY     -  US
 OQ0423  USGS QUAD   -  VIBORG (2017)
 OQ0423
 OQ0423                         *CURRENT SURVEY CONTROL
 OQ0423  ______________________________________________________________________
 OQ0423* NAD 83(1986) POSITION- 43 14 01.     (N) 097 02 52.     (W)   SCALED
 OQ0423* NAVD 88 ORTHO HEIGHT -   402.207 (meters)     1319.57  (feet) ADJUSTED
 OQ0423  ______________________________________________________________________
 OQ0423  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 OQ0423  DYNAMIC HEIGHT  -        402.094 (meters)     1319.20  (feet) COMP
 OQ0423  MODELED GRAVITY -    980,326.7   (mgal)                       NAVD 88
 OQ0423
 OQ0423  VERT ORDER      -  SECOND    CLASS 0
 OQ0423
 OQ0423.The horizontal coordinates were scaled from a map and have
 OQ0423.an estimated accuracy of +/- 6 seconds.
 OQ0423
 OQ0423.The orthometric height was determined by differential leveling and
 OQ0423.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0423.in June 1991.
 OQ0423
 OQ0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0423.GEOID18 height accuracy estimate available here.
 OQ0423
 OQ0423.Click photographs - Photos may exist for this station.
 OQ0423
 OQ0423.The dynamic height is computed by dividing the NAVD 88
 OQ0423.geopotential number by the normal gravity value computed on the
 OQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0423.degrees latitude (g = 980.6199 gals.).
 OQ0423
 OQ0423.The modeled gravity was interpolated from observed gravity values.
 OQ0423
 OQ0423;                    North         East    Units  Estimated Accuracy
 OQ0423;SPC SD S     -   105,290.      866,800.      MT  (+/- 180 meters Scaled)
 OQ0423
 OQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN585886(NAD 83)
 OQ0423
 OQ0423                          SUPERSEDED SURVEY CONTROL
 OQ0423
 OQ0423  NGVD 29 (??/??/92)  401.982  (m)         1318.84   (f) ADJ UNCH    2 0
 OQ0423
 OQ0423.Superseded values are not recommended for survey control.
 OQ0423
 OQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0423.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0423
 OQ0423_MARKER: DB = BENCH MARK DISK
 OQ0423_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0423_STAMPING: D 148 1934
 OQ0423_MARK LOGO: CGS
 OQ0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0423
 OQ0423  HISTORY     - Date     Condition        Report By
 OQ0423  HISTORY     - 1934     MONUMENTED       CGS
 OQ0423  HISTORY     - 1940     GOOD             CGS
 OQ0423
 OQ0423                          STATION DESCRIPTION
 OQ0423
 OQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0423'2.8 MI NW FROM HOOKER.
 OQ0423'2.8 MILES NORTHWEST OF THE RAILROAD STATION AT HOOKER, MIDWAY
 OQ0423'BETWEEN TWO FARM CROSSING, 7.5 FEET WEST OF THE 6TH POLE FROM
 OQ0423'EACH CROSSING, 0.2 MILE SOUTHEAST AND ACROSS TRACK FROM MILE POST
 OQ0423'37, 43.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.5 FOOT SOUTH OF
 OQ0423'WHITE MARKER POST, 2 INCHES ABOVE GROUND.  A STANDARD DISK IN PRE
 OQ0423'CAST POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0388 ***********************************************************************
 OQ0388  DESIGNATION -  D 149
 OQ0388  PID         -  OQ0388
 OQ0388  STATE/COUNTY-  SD/TURNER
 OQ0388  COUNTRY     -  US
 OQ0388  USGS QUAD   -  MARION (2017)
 OQ0388
 OQ0388                         *CURRENT SURVEY CONTROL
 OQ0388  ______________________________________________________________________
 OQ0388* NAD 83(1986) POSITION- 43 25 24.     (N) 097 15 21.     (W)   SCALED
 OQ0388* NAVD 88 ORTHO HEIGHT -   441.274 (meters)     1447.75  (feet) ADJUSTED
 OQ0388  ______________________________________________________________________
 OQ0388  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 OQ0388  DYNAMIC HEIGHT  -        441.156 (meters)     1447.36  (feet) COMP
 OQ0388  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 OQ0388
 OQ0388  VERT ORDER      -  SECOND    CLASS 0
 OQ0388
 OQ0388.The horizontal coordinates were scaled from a map and have
 OQ0388.an estimated accuracy of +/- 6 seconds.
 OQ0388
 OQ0388.The orthometric height was determined by differential leveling and
 OQ0388.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0388.in June 1991.
 OQ0388
 OQ0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0388.GEOID18 height accuracy estimate available here.
 OQ0388
 OQ0388.Click photographs - Photos may exist for this station.
 OQ0388
 OQ0388.The dynamic height is computed by dividing the NAVD 88
 OQ0388.geopotential number by the normal gravity value computed on the
 OQ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0388.degrees latitude (g = 980.6199 gals.).
 OQ0388
 OQ0388.The modeled gravity was interpolated from observed gravity values.
 OQ0388
 OQ0388;                    North         East    Units  Estimated Accuracy
 OQ0388;SPC SD S     -   125,710.      849,130.      MT  (+/- 180 meters Scaled)
 OQ0388
 OQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP411093(NAD 83)
 OQ0388
 OQ0388                          SUPERSEDED SURVEY CONTROL
 OQ0388
 OQ0388  NGVD 29 (??/??/92)  441.008  (m)         1446.87   (f) ADJ UNCH    2 0
 OQ0388
 OQ0388.Superseded values are not recommended for survey control.
 OQ0388
 OQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0388.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0388
 OQ0388_MARKER: DB = BENCH MARK DISK
 OQ0388_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0388_STAMPING: D 149 1934
 OQ0388_MARK LOGO: CGS
 OQ0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0388
 OQ0388  HISTORY     - Date     Condition        Report By
 OQ0388  HISTORY     - 1934     MONUMENTED       CGS
 OQ0388  HISTORY     - 1966     POOR             USGS
 OQ0388
 OQ0388                          STATION DESCRIPTION
 OQ0388
 OQ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0388'AT MARION.
 OQ0388'LOCATED AT THE JUNCTION OF THE MILWAUKEE LINE TO SCOTLAND
 OQ0388'WITH THE MAIN LINE TRACK TO MITCHELL, 112 YDS. SOUTHEAST
 OQ0388'OF THE EAST END OF THE STATION, 48 YDS. WEST OF A SWITCH FOR THE
 OQ0388'JUNCTION ON EAST SIDE OF STATION, 47 FT. SOUTH OF SOUTH RAIL
 OQ0388'OF THE TRACK TO MITCHELL, 36.7 FT. SOUTH OF SOUTH RAIL OF THE
 OQ0388'LINE TO SCOTLAND, STANDARD TABLET SET IN TOP OF CONCRETE POST
 OQ0388'6 IN HIGH.  STAMPED D-149--1934.  NOTE-- BENCH MARK HAS
 OQ0388'BEEN PUSHED TO ONE SIDE.
 OQ0388
 OQ0388                          STATION RECOVERY (1966)
 OQ0388
 OQ0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0388'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0016 ***********************************************************************
 PT0016  DESIGNATION -  D 15
 PT0016  PID         -  PT0016
 PT0016  STATE/COUNTY-  SD/SULLY
 PT0016  COUNTRY     -  US
 PT0016  USGS QUAD   -  AGAR (2017)
 PT0016
 PT0016                         *CURRENT SURVEY CONTROL
 PT0016  ______________________________________________________________________
 PT0016* NAD 83(1986) POSITION- 44 51 07.     (N) 100 04 33.     (W)   SCALED
 PT0016* NAVD 88 ORTHO HEIGHT -   567.435 (meters)     1861.66  (feet) ADJUSTED
 PT0016  ______________________________________________________________________
 PT0016  GEOID HEIGHT    -        -22.787 (meters)                     GEOID18
 PT0016  DYNAMIC HEIGHT  -        567.339 (meters)     1861.34  (feet) COMP
 PT0016  MODELED GRAVITY -    980,430.0   (mgal)                       NAVD 88
 PT0016
 PT0016  VERT ORDER      -  FIRST     CLASS II
 PT0016
 PT0016.The horizontal coordinates were scaled from a map and have
 PT0016.an estimated accuracy of +/- 6 seconds.
 PT0016
 PT0016.The orthometric height was determined by differential leveling and
 PT0016.adjusted by the NATIONAL GEODETIC SURVEY
 PT0016.in June 1991.
 PT0016
 PT0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0016.GEOID18 height accuracy estimate available here.
 PT0016
 PT0016.Click photographs - Photos may exist for this station.
 PT0016
 PT0016.The dynamic height is computed by dividing the NAVD 88
 PT0016.geopotential number by the normal gravity value computed on the
 PT0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0016.degrees latitude (g = 980.6199 gals.).
 PT0016
 PT0016.The modeled gravity was interpolated from observed gravity values.
 PT0016
 PT0016;                    North         East    Units  Estimated Accuracy
 PT0016;SPC SD N     -   113,190.      594,010.      MT  (+/- 180 meters Scaled)
 PT0016
 PT0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ149670(NAD 83)
 PT0016
 PT0016                          SUPERSEDED SURVEY CONTROL
 PT0016
 PT0016  NGVD 29 (??/??/92)  567.066  (m)         1860.45   (f) ADJ UNCH    1 2
 PT0016
 PT0016.Superseded values are not recommended for survey control.
 PT0016
 PT0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0016.See file dsdata.pdf to determine how the superseded data were derived.
 PT0016
 PT0016_MARKER: DB = BENCH MARK DISK
 PT0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0016_STAMPING: 1860.298 D 15 1926
 PT0016_MARK LOGO: CGS
 PT0016_PROJECTION: FLUSH
 PT0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0016+STABILITY: SURFACE MOTION
 PT0016
 PT0016  HISTORY     - Date     Condition        Report By
 PT0016  HISTORY     - 1926     MONUMENTED       CGS
 PT0016
 PT0016                          STATION DESCRIPTION
 PT0016
 PT0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0016'1 MI N FROM AGAR.
 PT0016'1 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0016'AGAR, SULLY COUNTY, ABOUT 60 YARDS NORTHEAST OF A STATION-ONE-MILE
 PT0016'SIGN, OPPOSITE A RANCH HOUSE IN A GROVE, AT THE CROSSING OF A
 PT0016'SECTION-LINE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE
 PT0016'TRACK, AND 3 FEET NORTH OF THE NORTH SECTION-LINE FENCE.  A
 PT0016'STANDARD DISK, STAMPED 1860.298 D 15 1926 AND SET IN THE TOP
 PT0016'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  1.0 MI. N OF
 PT0016'THE C AND NW RR NEAR THE W. SIXTEENTH CORNER BETWEEN SECS.
 PT0016'14 AND 23, T 116 N., R. 77W., 41.5 FT. N., 33.5 FT E. AND 0.5
 PT0016'FT LOWER THAN A RD. X-ING, 15 FT W OF A RIGHT OF WAY FENCE,
 PT0016'IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1351 ***********************************************************************
 NM1351  DESIGNATION -  D 150
 NM1351  PID         -  NM1351
 NM1351  STATE/COUNTY-  SD/BON HOMME
 NM1351  COUNTRY     -  US
 NM1351  USGS QUAD   -  KINGSBURG (2017)
 NM1351
 NM1351                         *CURRENT SURVEY CONTROL
 NM1351  ______________________________________________________________________
 NM1351* NAD 83(1986) POSITION- 42 57 20.     (N) 097 53 31.     (W)   SCALED
 NM1351* NAVD 88 ORTHO HEIGHT -   429.239 (meters)     1408.26  (feet) ADJUSTED
 NM1351  ______________________________________________________________________
 NM1351  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 NM1351  DYNAMIC HEIGHT  -        429.101 (meters)     1407.81  (feet) COMP
 NM1351  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 NM1351
 NM1351  VERT ORDER      -  SECOND    CLASS 0
 NM1351
 NM1351.The horizontal coordinates were scaled from a map and have
 NM1351.an estimated accuracy of +/- 6 seconds.
 NM1351
 NM1351.The orthometric height was determined by differential leveling and
 NM1351.adjusted by the NATIONAL GEODETIC SURVEY
 NM1351.in June 1991.
 NM1351
 NM1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1351.GEOID18 height accuracy estimate available here.
 NM1351
 NM1351.Click photographs - Photos may exist for this station.
 NM1351
 NM1351.The dynamic height is computed by dividing the NAVD 88
 NM1351.geopotential number by the normal gravity value computed on the
 NM1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1351.degrees latitude (g = 980.6199 gals.).
 NM1351
 NM1351.The modeled gravity was interpolated from observed gravity values.
 NM1351
 NM1351;                    North         East    Units  Estimated Accuracy
 NM1351;SPC SD S     -    72,050.      799,180.      MT  (+/- 180 meters Scaled)
 NM1351
 NM1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN903564(NAD 83)
 NM1351
 NM1351                          SUPERSEDED SURVEY CONTROL
 NM1351
 NM1351  NGVD 29 (??/??/92)  428.99   (m)         1407.4    (f) COMPUTED    2 0
 NM1351
 NM1351.Superseded values are not recommended for survey control.
 NM1351
 NM1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1351.See file dsdata.pdf to determine how the superseded data were derived.
 NM1351
 NM1351_MARKER: DB = BENCH MARK DISK
 NM1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1351_STAMPING: D 150 1934
 NM1351_MARK LOGO: CGS
 NM1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1351+STABILITY: SURFACE MOTION
 NM1351
 NM1351  HISTORY     - Date     Condition        Report By
 NM1351  HISTORY     - 1934     MONUMENTED       CGS
 NM1351
 NM1351                          STATION DESCRIPTION
 NM1351
 NM1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1351'2.9 MI SW FROM TYNDALL.
 NM1351'2.9 MILES SW. OF THE RWY. STATION AT TYNDALL, 165 FT. SOUTHWEST
 NM1351'OF M.P. 47, 46 FT. SOUTHEAST OF THE SOUTHEAST RAIL OF TRACK,
 NM1351'28.5 FT. SOUTHWEST OF FENCE CORNER, 1.5 FT. NORTHWEST OF R/W
 NM1351'FENCE CORNER.  STANDARD TABLET SET IN TOP OF A CONCRETE POST
 NM1351'4 IN HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1352 ***********************************************************************
 NM1352  DESIGNATION -  D 150 RESET
 NM1352  PID         -  NM1352
 NM1352  STATE/COUNTY-  SD/BON HOMME
 NM1352  COUNTRY     -  US
 NM1352  USGS QUAD   -  KINGSBURG (2017)
 NM1352
 NM1352                         *CURRENT SURVEY CONTROL
 NM1352  ______________________________________________________________________
 NM1352* NAD 83(1986) POSITION- 42 57 20.     (N) 097 53 31.     (W)   SCALED
 NM1352* NAVD 88 ORTHO HEIGHT -   429.35  (meters)     1408.6   (feet) RESET
 NM1352  ______________________________________________________________________
 NM1352  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 NM1352  VERT ORDER      -  THIRD
 NM1352
 NM1352.The horizontal coordinates were scaled from a map and have
 NM1352.an estimated accuracy of +/- 6 seconds.
 NM1352
 NM1352.The orthometric height was computed from unverified reset data.
 NM1352
 NM1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1352.GEOID18 height accuracy estimate available here.
 NM1352
 NM1352.Click photographs - Photos may exist for this station.
 NM1352
 NM1352;                    North         East    Units  Estimated Accuracy
 NM1352;SPC SD S     -    72,050.      799,180.      MT  (+/- 180 meters Scaled)
 NM1352
 NM1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN903564(NAD 83)
 NM1352
 NM1352                          SUPERSEDED SURVEY CONTROL
 NM1352
 NM1352.No superseded survey control is available for this station.
 NM1352
 NM1352_MARKER: DB = BENCH MARK DISK
 NM1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1352_STAMPING: D 150 1934 RESET 1941
 NM1352_MARK LOGO: CGS
 NM1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1352+STABILITY: SURFACE MOTION
 NM1352
 NM1352  HISTORY     - Date     Condition        Report By
 NM1352  HISTORY     - 1941     MONUMENTED       SDHD
 NM1352  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1352
 NM1352                          STATION DESCRIPTION
 NM1352
 NM1352'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 NM1352'2.9 MI SW FROM TYNDALL.
 NM1352'2.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NM1352'AND PACIFIC RAILROAD FROM THE STATION AT TYNDALL, BON HOMME
 NM1352'COUNTY, 1490 FT NORTH OF THE SOUTHEAST CORNER OF SEC. 14, T. 94N.,
 NM1352'R. 60W., AT THE CROSSING OF STATE HIGHWAY 37, 76 FT SOUTH
 NM1352'ALONG THE HIGHWAY FROM THE TRACK, AND 68 FT WEST OF THE CENTER
 NM1352'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 150 1934 RESET
 NM1352'1941 AND SET IN THE TOP OF A CONCRETE POST.
 NM1352
 NM1352                          STATION RECOVERY (1974)
 NM1352
 NM1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0398 ***********************************************************************
 OQ0398  DESIGNATION -  D 151
 OQ0398  PID         -  OQ0398
 OQ0398  STATE/COUNTY-  SD/TURNER
 OQ0398  COUNTRY     -  US
 OQ0398  USGS QUAD   -  WAKONDA (2017)
 OQ0398
 OQ0398                         *CURRENT SURVEY CONTROL
 OQ0398  ______________________________________________________________________
 OQ0398* NAD 83(1986) POSITION- 43 07 29.     (N) 097 07 28.     (W)   SCALED
 OQ0398* NAVD 88 ORTHO HEIGHT -   402.348 (meters)     1320.04  (feet) ADJUSTED
 OQ0398  ______________________________________________________________________
 OQ0398  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 OQ0398  DYNAMIC HEIGHT  -        402.230 (meters)     1319.65  (feet) COMP
 OQ0398  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 OQ0398
 OQ0398  VERT ORDER      -  SECOND    CLASS 0
 OQ0398
 OQ0398.The horizontal coordinates were scaled from a map and have
 OQ0398.an estimated accuracy of +/- 6 seconds.
 OQ0398
 OQ0398.The orthometric height was determined by differential leveling and
 OQ0398.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0398.in June 1991.
 OQ0398
 OQ0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0398.GEOID18 height accuracy estimate available here.
 OQ0398
 OQ0398.Click photographs - Photos may exist for this station.
 OQ0398
 OQ0398.The dynamic height is computed by dividing the NAVD 88
 OQ0398.geopotential number by the normal gravity value computed on the
 OQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0398.degrees latitude (g = 980.6199 gals.).
 OQ0398
 OQ0398.The modeled gravity was interpolated from observed gravity values.
 OQ0398
 OQ0398;                    North         East    Units  Estimated Accuracy
 OQ0398;SPC SD S     -    92,960.      861,050.      MT  (+/- 180 meters Scaled)
 OQ0398
 OQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN525763(NAD 83)
 OQ0398
 OQ0398                          SUPERSEDED SURVEY CONTROL
 OQ0398
 OQ0398  NGVD 29 (??/??/92)  402.122  (m)         1319.30   (f) ADJ UNCH    2 0
 OQ0398
 OQ0398.Superseded values are not recommended for survey control.
 OQ0398
 OQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0398.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0398
 OQ0398_MARKER: DB = BENCH MARK DISK
 OQ0398_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0398_STAMPING: D 151 1934
 OQ0398_MARK LOGO: CGS
 OQ0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0398
 OQ0398  HISTORY     - Date     Condition        Report By
 OQ0398  HISTORY     - 1934     MONUMENTED       CGS
 OQ0398
 OQ0398                          STATION DESCRIPTION
 OQ0398
 OQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0398'3.5 MI NE FROM IRENE.
 OQ0398'LOCATED 3.5 MILES NORTHEAST OF STATION A IRENE, ALONG GREAT NORTHERN
 OQ0398'RWY., 0.2 OF MILE SOUTHWEST OF M.P. 183, 230 YARDS SOUTHWEST OF
 OQ0398'SOUTHWEST END OF A WOOD TRESTLE UNDER RAILROAD, 43.5 FEET SOUTHEAST
 OQ0398'OF SOUTHEAST RAIL, 5 FEET SOUTHEAST OF FIFTH TELEGRAPH POLE FROM
 OQ0398'TRESTLE, 4.5 FEET NORTHWEST OF R/W FENCE.  STANDARD TABLET SET
 OQ0398'IN TOP OF CONCRETE POST 6 INCHES HIGH.  STAMPED D-151--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0767 ***********************************************************************
 NM0767  DESIGNATION -  D 152
 NM0767  PID         -  NM0767
 NM0767  STATE/COUNTY-  SD/UNION
 NM0767  COUNTRY     -  US
 NM0767  USGS QUAD   -  ELK POINT (2017)
 NM0767
 NM0767                         *CURRENT SURVEY CONTROL
 NM0767  ______________________________________________________________________
 NM0767* NAD 83(1986) POSITION- 42 42 09.     (N) 096 42 57.     (W)   SCALED
 NM0767* NAVD 88 ORTHO HEIGHT -   343.585 (meters)     1127.25  (feet) ADJUSTED
 NM0767  ______________________________________________________________________
 NM0767  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 NM0767  DYNAMIC HEIGHT  -        343.485 (meters)     1126.92  (feet) COMP
 NM0767  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 NM0767
 NM0767  VERT ORDER      -  FIRST     CLASS II
 NM0767
 NM0767.The horizontal coordinates were scaled from a map and have
 NM0767.an estimated accuracy of +/- 6 seconds.
 NM0767
 NM0767.The orthometric height was determined by differential leveling and
 NM0767.adjusted by the NATIONAL GEODETIC SURVEY
 NM0767.in June 1991.
 NM0767
 NM0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0767.GEOID18 height accuracy estimate available here.
 NM0767
 NM0767.Click photographs - Photos may exist for this station.
 NM0767
 NM0767.The dynamic height is computed by dividing the NAVD 88
 NM0767.geopotential number by the normal gravity value computed on the
 NM0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0767.degrees latitude (g = 980.6199 gals.).
 NM0767
 NM0767.The modeled gravity was interpolated from observed gravity values.
 NM0767
 NM0767;                    North         East    Units  Estimated Accuracy
 NM0767;SPC SD S     -    47,470.      896,310.      MT  (+/- 180 meters Scaled)
 NM0767
 NM0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN870303(NAD 83)
 NM0767
 NM0767                          SUPERSEDED SURVEY CONTROL
 NM0767
 NM0767  NGVD 29 (??/??/92)  343.401  (m)         1126.64   (f) ADJ UNCH    1 2
 NM0767
 NM0767.Superseded values are not recommended for survey control.
 NM0767
 NM0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0767.See file dsdata.pdf to determine how the superseded data were derived.
 NM0767
 NM0767_MARKER: DB = BENCH MARK DISK
 NM0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0767_STAMPING: D 152 1934
 NM0767_MARK LOGO: CGS
 NM0767_PROJECTION: PROJECTING 13 CENTIMETERS
 NM0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0767+STABILITY: SURFACE MOTION
 NM0767
 NM0767  HISTORY     - Date     Condition        Report By
 NM0767  HISTORY     - 1934     MONUMENTED       CGS
 NM0767  HISTORY     - 1948     GOOD             CGS
 NM0767  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0767
 NM0767                          STATION DESCRIPTION
 NM0767
 NM0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0767'1.9 MI NW FROM ELK POINT.
 NM0767'1.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0767'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, UNION COUNTY,
 NM0767'0.25 MILE NORTHWEST OF MILEPOST 113, 43.4 FEET NORTHWEST OF A
 NM0767'POLE, 29.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 NM0767'TRACK, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 NM0767'A STANDARD DISK, STAMPED D 152 1934 AND SET IN THE TOP OF A
 NM0767'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NM0767
 NM0767                          STATION RECOVERY (2012)
 NM0767
 NM0767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0223 ***********************************************************************
 QR0223  DESIGNATION -  D 16
 QR0223  PID         -  QR0223
 QR0223  STATE/COUNTY-  SD/FAULK
 QR0223  COUNTRY     -  US
 QR0223  USGS QUAD   -  BURKMERE (2017)
 QR0223
 QR0223                         *CURRENT SURVEY CONTROL
 QR0223  ______________________________________________________________________
 QR0223* NAD 83(1986) POSITION- 45 02 57.     (N) 099 18 46.     (W)   SCALED
 QR0223* NAVD 88 ORTHO HEIGHT -   532.122 (meters)     1745.80  (feet) ADJUSTED
 QR0223  ______________________________________________________________________
 QR0223  GEOID HEIGHT    -        -23.307 (meters)                     GEOID18
 QR0223  DYNAMIC HEIGHT  -        532.049 (meters)     1745.56  (feet) COMP
 QR0223  MODELED GRAVITY -    980,462.0   (mgal)                       NAVD 88
 QR0223
 QR0223  VERT ORDER      -  FIRST     CLASS II
 QR0223
 QR0223.The horizontal coordinates were scaled from a map and have
 QR0223.an estimated accuracy of +/- 6 seconds.
 QR0223
 QR0223.The orthometric height was determined by differential leveling and
 QR0223.adjusted by the NATIONAL GEODETIC SURVEY
 QR0223.in June 1991.
 QR0223
 QR0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0223.GEOID18 height accuracy estimate available here.
 QR0223
 QR0223.Click photographs - Photos may exist for this station.
 QR0223
 QR0223.The dynamic height is computed by dividing the NAVD 88
 QR0223.geopotential number by the normal gravity value computed on the
 QR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0223.degrees latitude (g = 980.6199 gals.).
 QR0223
 QR0223.The modeled gravity was interpolated from observed gravity values.
 QR0223
 QR0223;                    North         East    Units  Estimated Accuracy
 QR0223;SPC SD N     -   135,340.      654,140.      MT  (+/- 180 meters Scaled)
 QR0223
 QR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ753884(NAD 83)
 QR0223
 QR0223                          SUPERSEDED SURVEY CONTROL
 QR0223
 QR0223  NGVD 29 (??/??/92)  531.764  (m)         1744.63   (f) ADJ UNCH    1 2
 QR0223
 QR0223.Superseded values are not recommended for survey control.
 QR0223
 QR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0223.See file dsdata.pdf to determine how the superseded data were derived.
 QR0223
 QR0223_MARKER: DB = BENCH MARK DISK
 QR0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0223_STAMPING: D 16 1926 1744.629
 QR0223_MARK LOGO: CGS
 QR0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0223+STABILITY: SURFACE MOTION
 QR0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0223+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 QR0223
 QR0223  HISTORY     - Date     Condition        Report By
 QR0223  HISTORY     - 1926     MONUMENTED       CGS
 QR0223  HISTORY     - 1973     GOOD             NGS
 QR0223  HISTORY     - 19960602 GOOD             NGS
 QR0223
 QR0223                          STATION DESCRIPTION
 QR0223
 QR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0223'AT BURKMERE.
 QR0223'ON THE NORTH SIDE OF THE GRAIN ELEVATOR AT BURKMERE, AND ACROSS
 QR0223'THE ABANDONED RAILWAY OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 QR0223'145 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE SLAB
 QR0223'JUST EAST OF THE ELEVATOR, 126 FEET NORTHWEST OF THE NORTHEAST
 QR0223'CORNER OF THE ELEVATOR, 116 FEET NORTH-NORTHWEST OF THE NORTHWEST
 QR0223'CORNER OF THE ELEVATOR, 19 FEET WEST OF THE EXTENDED LINE OF THE
 QR0223'WEST SIDE OF THE ELEVATOR, 1.4 FEET EAST OF A METAL WITNESS
 QR0223'POST AND SET IN THE TOP OF A CONCRETE MONUMENT 1-INCH BELOW
 QR0223'GROUND SURFACE.  IT IS 0.5 MILE NORTH ALONG COUNTY ROAD 7
 QR0223'FROM U.S. HIGHWAY 212.
 QR0223
 QR0223                          STATION RECOVERY (1996)
 QR0223
 QR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0223'14.8 KM (9.20 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QR0223'IN FAULKTON, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG COUNTY ROAD 7,
 QR0223'THENCE 0.3 M (1.0 FT) WEST ALONG A FARM ROAD, 78.0 M (255.9 FT) EAST
 QR0223'OF THE CENTER OF A SET OF FOOTING FORMERLY SUPPORTING A WATER TANK,
 QR0223'40.5 M (132.9 FT) NORTHWEST OF THE CENTER OF A GATE AT THE NORTHEAST
 QR0223'CORNER OF A GRAIN ELEVATOR PROPERTY, 35.7 M (117.1 FT) NORTH OF THE
 QR0223'NORTHWEST CORNER OF A GRAIN ELEVATOR, AND THE MONUMENT IS FLUSH WITH
 QR0223'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0213 ***********************************************************************
 QR0213  DESIGNATION -  D 17
 QR0213  PID         -  QR0213
 QR0213  STATE/COUNTY-  SD/EDMUNDS
 QR0213  COUNTRY     -  US
 QR0213  USGS QUAD   -  ROSCOE (2017)
 QR0213
 QR0213                         *CURRENT SURVEY CONTROL
 QR0213  ______________________________________________________________________
 QR0213* NAD 83(1986) POSITION- 45 24 18.     (N) 099 19 28.     (W)   SCALED
 QR0213* NAVD 88 ORTHO HEIGHT -   544.303 (meters)     1785.77  (feet) ADJUSTED
 QR0213  ______________________________________________________________________
 QR0213  GEOID HEIGHT    -        -23.154 (meters)                     GEOID18
 QR0213  DYNAMIC HEIGHT  -        544.248 (meters)     1785.59  (feet) COMP
 QR0213  MODELED GRAVITY -    980,497.4   (mgal)                       NAVD 88
 QR0213
 QR0213  VERT ORDER      -  FIRST     CLASS II
 QR0213
 QR0213.The horizontal coordinates were scaled from a map and have
 QR0213.an estimated accuracy of +/- 6 seconds.
 QR0213
 QR0213.The orthometric height was determined by differential leveling and
 QR0213.adjusted by the NATIONAL GEODETIC SURVEY
 QR0213.in June 1991.
 QR0213
 QR0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0213.GEOID18 height accuracy estimate available here.
 QR0213
 QR0213.Click photographs - Photos may exist for this station.
 QR0213
 QR0213.The dynamic height is computed by dividing the NAVD 88
 QR0213.geopotential number by the normal gravity value computed on the
 QR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0213.degrees latitude (g = 980.6199 gals.).
 QR0213
 QR0213.The modeled gravity was interpolated from observed gravity values.
 QR0213
 QR0213;                    North         East    Units  Estimated Accuracy
 QR0213;SPC SD N     -   174,870.      652,890.      MT  (+/- 180 meters Scaled)
 QR0213
 QR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR746279(NAD 83)
 QR0213
 QR0213                          SUPERSEDED SURVEY CONTROL
 QR0213
 QR0213  NGVD 29 (??/??/92)  543.931  (m)         1784.55   (f) ADJ UNCH    1 2
 QR0213
 QR0213.Superseded values are not recommended for survey control.
 QR0213
 QR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0213.See file dsdata.pdf to determine how the superseded data were derived.
 QR0213
 QR0213_MARKER: DB = BENCH MARK DISK
 QR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0213_STAMPING: 1784.547 D 17 1927
 QR0213_MARK LOGO: CGS
 QR0213_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0213+STABILITY: SURFACE MOTION
 QR0213
 QR0213  HISTORY     - Date     Condition        Report By
 QR0213  HISTORY     - 1927     MONUMENTED       CGS
 QR0213  HISTORY     - 1934     GOOD             CGS
 QR0213
 QR0213                          STATION DESCRIPTION
 QR0213
 QR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0213'3 MI S FROM ROSCOE.
 QR0213'3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0213'RAILROAD FROM ROSCOE, EDMUNDS COUNTY, 140 FEET NORTHWEST OF
 QR0213'A ROAD CROSSING, 107.5 FEET NORTH OF A CORNER POST, 45 FEET
 QR0213'WEST OF THE CENTER LINE OF THE TRACK, 7 FEET EAST OF THE WEST
 QR0213'RIGHT-OF-WAY FENCE, AND 5.5 FEET EAST OF A ROW OF POLES.  A
 QR0213'STANDARD DISK, STAMPED 1784.547 D 17 1927 AND SET IN THE TOP OF
 QR0213'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0820 ***********************************************************************
 OT0820  DESIGNATION -  D 176 RESET
 OT0820  PID         -  OT0820
 OT0820  STATE/COUNTY-  SD/FALL RIVER
 OT0820  COUNTRY     -  US
 OT0820  USGS QUAD   -  EDGEMONT SW (2017)
 OT0820
 OT0820                         *CURRENT SURVEY CONTROL
 OT0820  ______________________________________________________________________
 OT0820* NAD 83(1986) POSITION- 43 17 36.     (N) 103 57 16.     (W)   SCALED
 OT0820* NAVD 88 ORTHO HEIGHT -  1171.01  (meters)     3841.9   (feet) RESET
 OT0820  ______________________________________________________________________
 OT0820  GEOID HEIGHT    -        -14.971 (meters)                     GEOID18
 OT0820  VERT ORDER      -  THIRD
 OT0820
 OT0820.The horizontal coordinates were scaled from a map and have
 OT0820.an estimated accuracy of +/- 6 seconds.
 OT0820
 OT0820.The orthometric height was computed from unverified reset data.
 OT0820
 OT0820.No vertical observational check was made to the station.
 OT0820
 OT0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0820.GEOID18 height accuracy estimate available here.
 OT0820
 OT0820.Click photographs - Photos may exist for this station.
 OT0820
 OT0820;                    North         East    Units  Estimated Accuracy
 OT0820;SPC SD S     -   113,050.      306,260.      MT  (+/- 180 meters Scaled)
 OT0820
 OT0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH848939(NAD 83)
 OT0820
 OT0820                          SUPERSEDED SURVEY CONTROL
 OT0820
 OT0820  NGVD 29 (04/17/07) 1170.44   (m)         3840.0    (f) RESET       3  
 OT0820
 OT0820.Superseded values are not recommended for survey control.
 OT0820
 OT0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0820.See file dsdata.pdf to determine how the superseded data were derived.
 OT0820
 OT0820_MARKER: DV = VERTICAL CONTROL DISK
 OT0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0820_STAMPING: D 176 RESET 1986
 OT0820_MARK LOGO: NGS
 OT0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0820+STABILITY: SURFACE MOTION
 OT0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0820+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0820
 OT0820  HISTORY     - Date     Condition        Report By
 OT0820  HISTORY     - 1986     MONUMENTED       NGS
 OT0820
 OT0820                          STATION DESCRIPTION
 OT0820
 OT0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OT0820'11.55 KM (7.20 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0820'STATE HIGHWAY 471 IN EDGEMONT, 22.9 M (75.1 FT) NORTH FROM THE CENTER
 OT0820'OF 18, 4.42 M (14.5 FT) EAST FROM THE CENTER OF A NORTH APPROACH,
 OT0820'0.3 M SOUTH FROM THE RIGHT OF WAY FENCE, 0.3 M (1.0 FT) NORTH FROM
 OT0820'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1608 ***********************************************************************
 PU1608  DESIGNATION -  D 177
 PU1608  PID         -  PU1608
 PU1608  STATE/COUNTY-  SD/LAWRENCE
 PU1608  COUNTRY     -  US
 PU1608  USGS QUAD   -  SAVOY (2017)
 PU1608
 PU1608                         *CURRENT SURVEY CONTROL
 PU1608  ______________________________________________________________________
 PU1608* NAD 83(1986) POSITION- 44 21 57.     (N) 103 55 31.     (W)   SCALED
 PU1608* NAVD 88 ORTHO HEIGHT -  1478.424 (meters)     4850.46  (feet) ADJUSTED
 PU1608  ______________________________________________________________________
 PU1608  GEOID HEIGHT    -        -13.518 (meters)                     GEOID18
 PU1608  DYNAMIC HEIGHT  -       1477.801 (meters)     4848.42  (feet) COMP
 PU1608  MODELED GRAVITY -    980,144.1   (mgal)                       NAVD 88
 PU1608
 PU1608  VERT ORDER      -  SECOND    CLASS 0
 PU1608
 PU1608.The horizontal coordinates were scaled from a map and have
 PU1608.an estimated accuracy of +/- 6 seconds.
 PU1608
 PU1608.The orthometric height was determined by differential leveling and
 PU1608.adjusted by the NATIONAL GEODETIC SURVEY
 PU1608.in June 1991.
 PU1608
 PU1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1608.GEOID18 height accuracy estimate available here.
 PU1608
 PU1608.Click photographs - Photos may exist for this station.
 PU1608
 PU1608.The dynamic height is computed by dividing the NAVD 88
 PU1608.geopotential number by the normal gravity value computed on the
 PU1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1608.degrees latitude (g = 980.6199 gals.).
 PU1608
 PU1608.The modeled gravity was interpolated from observed gravity values.
 PU1608
 PU1608;                    North         East    Units  Estimated Accuracy
 PU1608;SPC SD N     -    66,760.      287,230.      MT  (+/- 180 meters Scaled)
 PU1608
 PU1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK856130(NAD 83)
 PU1608
 PU1608                          SUPERSEDED SURVEY CONTROL
 PU1608
 PU1608  NGVD 29 (??/??/92) 1477.777  (m)         4848.34   (f) ADJ UNCH    2 0
 PU1608
 PU1608.Superseded values are not recommended for survey control.
 PU1608
 PU1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1608.See file dsdata.pdf to determine how the superseded data were derived.
 PU1608
 PU1608_MARKER: DB = BENCH MARK DISK
 PU1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1608_STAMPING: D 177 1934
 PU1608_MARK LOGO: CGS
 PU1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1608+STABILITY: SURFACE MOTION
 PU1608
 PU1608  HISTORY     - Date     Condition        Report By
 PU1608  HISTORY     - 1934     MONUMENTED       CGS
 PU1608
 PU1608                          STATION DESCRIPTION
 PU1608
 PU1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1608'1.1 MI E FROM SAVOY.
 PU1608'1.1 MILES EAST ALONG A COUNTY ROAD FROM SAVOY, LAWRENCE COUNTY, IN
 PU1608'SPEARFISH CANYON, ABOUT 230 FEET SOUTH OF SPEARFISH RIVER, AND
 PU1608'24 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 PU1608'STAMPED D 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0553 ***********************************************************************
 OT0553  DESIGNATION -  D 178
 OT0553  PID         -  OT0553
 OT0553  STATE/COUNTY-  SD/PENNINGTON
 OT0553  COUNTRY     -  US
 OT0553  USGS QUAD   -  CUSTER (2017)
 OT0553
 OT0553                         *CURRENT SURVEY CONTROL
 OT0553  ______________________________________________________________________
 OT0553* NAD 83(1986) POSITION- 43 52 11.50   (N) 103 37 15.51   (W)   HD_HELD1
 OT0553* NAVD 88 ORTHO HEIGHT -  1628.523 (meters)     5342.91  (feet) ADJUSTED
 OT0553  ______________________________________________________________________
 OT0553  GEOID HEIGHT    -        -13.460 (meters)                     GEOID18
 OT0553  DYNAMIC HEIGHT  -       1627.722 (meters)     5340.28  (feet) COMP
 OT0553  MODELED GRAVITY -    980,068.4   (mgal)                       NAVD 88
 OT0553
 OT0553  VERT ORDER      -  SECOND    CLASS 0
 OT0553
 OT0553.The horizontal coordinates were determined by differentially corrected
 OT0553.hand held GPS observations or other comparable positioning techniques
 OT0553.and have an estimated accuracy of +/- 3 meters.
 OT0553
 OT0553.The orthometric height was determined by differential leveling and
 OT0553.adjusted by the NATIONAL GEODETIC SURVEY
 OT0553.in June 1991.
 OT0553
 OT0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0553.GEOID18 height accuracy estimate available here.
 OT0553
 OT0553.Click photographs - Photos may exist for this station.
 OT0553
 OT0553.The dynamic height is computed by dividing the NAVD 88
 OT0553.geopotential number by the normal gravity value computed on the
 OT0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0553.degrees latitude (g = 980.6199 gals.).
 OT0553
 OT0553.The modeled gravity was interpolated from observed gravity values.
 OT0553
 OT0553;                    North         East    Units  Estimated Accuracy
 OT0553;SPC SD S     -   175,925.4     335,826.2     MT  (+/- 3 meters HH1 GPS) 
 OT0553
 OT0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1080358342(NAD 83)
 OT0553
 OT0553                          SUPERSEDED SURVEY CONTROL
 OT0553
 OT0553  NGVD 29 (??/??/92) 1627.830  (m)         5340.64   (f) ADJ UNCH    2 0
 OT0553
 OT0553.Superseded values are not recommended for survey control.
 OT0553
 OT0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0553.See file dsdata.pdf to determine how the superseded data were derived.
 OT0553
 OT0553_MARKER: DB = BENCH MARK DISK
 OT0553_SETTING: 80 = SET IN A BOULDER
 OT0553_STAMPING: D 178 1934
 OT0553_MARK LOGO: CGS
 OT0553_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0553+STABILITY: SURFACE MOTION
 OT0553
 OT0553  HISTORY     - Date     Condition        Report By
 OT0553  HISTORY     - 1934     MONUMENTED       CGS
 OT0553
 OT0553                          STATION DESCRIPTION
 OT0553
 OT0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0553'5.7 MI S FROM HILL CITY.
 OT0553'5.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0553'FROM THE STATION AT HILL CITY, PENNINGTON COUNTY, ABOUT 100 FEET
 OT0553'NORTH OF THE SOUTH END OF THE SIDING AT OREVILLE, ABOUT 0.3 MILE
 OT0553'SOUTH OF MILEPOST 55, ABOUT 18 RAILS NORTH OF BRIDGE 54.62,
 OT0553'26.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, ABOUT 3 FEET
 OT0553'LOWER THAN THE TRACK, AND IN THE TOP OF A LARGE QUARTZ BOULDER
 OT0553'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND AND HAVING AN 1 1/2- BY
 OT0553'3-FOOT EXPOSED AREA.  A STANDARD DISK, STAMPED D 178 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0333 ***********************************************************************
 OQ0333  DESIGNATION -  D 18
 OQ0333  PID         -  OQ0333
 OQ0333  STATE/COUNTY-  SD/MOODY
 OQ0333  COUNTRY     -  US
 OQ0333  USGS QUAD   -  TRENT (2017)
 OQ0333
 OQ0333                         *CURRENT SURVEY CONTROL
 OQ0333  ______________________________________________________________________
 OQ0333* NAD 83(1986) POSITION- 43 58 49.     (N) 096 40 55.     (W)   SCALED
 OQ0333* NAVD 88 ORTHO HEIGHT -   462.113 (meters)     1516.12  (feet) ADJUSTED
 OQ0333  ______________________________________________________________________
 OQ0333  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 OQ0333  DYNAMIC HEIGHT  -        462.005 (meters)     1515.76  (feet) COMP
 OQ0333  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 OQ0333
 OQ0333  VERT ORDER      -  FIRST     CLASS II
 OQ0333
 OQ0333.The horizontal coordinates were scaled from a map and have
 OQ0333.an estimated accuracy of +/- 6 seconds.
 OQ0333
 OQ0333.The orthometric height was determined by differential leveling and
 OQ0333.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0333.in June 1991.
 OQ0333
 OQ0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0333.GEOID18 height accuracy estimate available here.
 OQ0333
 OQ0333.Click photographs - Photos may exist for this station.
 OQ0333
 OQ0333.The dynamic height is computed by dividing the NAVD 88
 OQ0333.geopotential number by the normal gravity value computed on the
 OQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0333.degrees latitude (g = 980.6199 gals.).
 OQ0333
 OQ0333.The modeled gravity was interpolated from observed gravity values.
 OQ0333
 OQ0333;                    North         East    Units  Estimated Accuracy
 OQ0333;SPC SD S     -   189,400.      892,850.      MT  (+/- 180 meters Scaled)
 OQ0333
 OQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP859722(NAD 83)
 OQ0333
 OQ0333                          SUPERSEDED SURVEY CONTROL
 OQ0333
 OQ0333  NGVD 29 (??/??/92)  461.848  (m)         1515.25   (f) ADJ UNCH    1 2
 OQ0333
 OQ0333.Superseded values are not recommended for survey control.
 OQ0333
 OQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0333.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0333
 OQ0333_MARKER: DB = BENCH MARK DISK
 OQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0333_STAMPING: 1515.246 D 18 1931
 OQ0333_MARK LOGO: CGS
 OQ0333_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0333+STABILITY: SURFACE MOTION
 OQ0333
 OQ0333  HISTORY     - Date     Condition        Report By
 OQ0333  HISTORY     - 1931     MONUMENTED       CGS
 OQ0333  HISTORY     - 1962     MARK NOT FOUND   CGS
 OQ0333  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0333
 OQ0333                          STATION DESCRIPTION
 OQ0333
 OQ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OQ0333'2.2 MI W FROM EGAN.
 OQ0333'2.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0333'PACIFIC RAILROAD FROM EGAN, MOODY COUNTY, AT SIOUX FALLS JUNCTION,
 OQ0333'BETWEEN THE TWO RAILROADS, ABOUT 15-3/4 RAILS WEST ALONG THE BRANCH
 OQ0333'LEADING TO COLMAN FROM THE FROG AT THE JUNCTION, AT THE SECOND
 OQ0333'POLE WEST OF THE JUNCTION, AND 37.4 FEET SOUTH OF THE SOUTH
 OQ0333'RAIL.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0333'3 INCHES ABOVE THE GROUND.
 OQ0333
 OQ0333                          STATION RECOVERY (2012)
 OQ0333
 OQ0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1536 ***********************************************************************
 PU1536  DESIGNATION -  D 183
 PU1536  PID         -  PU1536
 PU1536  STATE/COUNTY-  SD/PENNINGTON
 PU1536  COUNTRY     -  US
 PU1536  USGS QUAD   -  PACTOLA DAM (2017)
 PU1536
 PU1536                         *CURRENT SURVEY CONTROL
 PU1536  ______________________________________________________________________
 PU1536* NAD 83(1986) POSITION- 44 02 16.56   (N) 103 23 03.76   (W)   HD_HELD1
 PU1536* NAVD 88 ORTHO HEIGHT -  1181.686 (meters)     3876.91  (feet) ADJUSTED
 PU1536  ______________________________________________________________________
 PU1536  GEOID HEIGHT    -        -14.818 (meters)                     GEOID18
 PU1536  DYNAMIC HEIGHT  -       1181.229 (meters)     3875.42  (feet) COMP
 PU1536  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 PU1536
 PU1536  VERT ORDER      -  SECOND    CLASS 0
 PU1536
 PU1536.The horizontal coordinates were determined by differentially corrected
 PU1536.hand held GPS observations or other comparable positioning techniques
 PU1536.and have an estimated accuracy of +/- 3 meters.
 PU1536
 PU1536.The orthometric height was determined by differential leveling and
 PU1536.adjusted by the NATIONAL GEODETIC SURVEY
 PU1536.in June 1991.
 PU1536
 PU1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1536.GEOID18 height accuracy estimate available here.
 PU1536
 PU1536.Click photographs - Photos may exist for this station.
 PU1536
 PU1536.The dynamic height is computed by dividing the NAVD 88
 PU1536.geopotential number by the normal gravity value computed on the
 PU1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1536.degrees latitude (g = 980.6199 gals.).
 PU1536
 PU1536.The modeled gravity was interpolated from observed gravity values.
 PU1536
 PU1536;                    North         East    Units  Estimated Accuracy
 PU1536;SPC SD S     -   193,860.6     355,514.5     MT  (+/- 3 meters HH1 GPS) 
 PU1536
 PU1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2944977354(NAD 83)
 PU1536
 PU1536                          SUPERSEDED SURVEY CONTROL
 PU1536
 PU1536  NGVD 29 (??/??/92) 1181.149  (m)         3875.15   (f) ADJ UNCH    2 0
 PU1536
 PU1536.Superseded values are not recommended for survey control.
 PU1536
 PU1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1536.See file dsdata.pdf to determine how the superseded data were derived.
 PU1536
 PU1536_MARKER: DB = BENCH MARK DISK
 PU1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1536_STAMPING: D 183 1934
 PU1536_MARK LOGO: CGS
 PU1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1536+STABILITY: SURFACE MOTION
 PU1536
 PU1536  HISTORY     - Date     Condition        Report By
 PU1536  HISTORY     - 1934     MONUMENTED       CGS
 PU1536
 PU1536                          STATION DESCRIPTION
 PU1536
 PU1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1536'2 MI E FROM HISEGA.
 PU1536'2.0 MILES EAST BY RAIL ALONG THE RAPID CITY BLACK HILLS AND
 PU1536'WESTERN RAILROAD, 11.2 MILES WEST OF RAPID CITY BY RAIL, 330
 PU1536'FEET NORTHEAST OF RAILROAD BRIDGE NO. 11.26, 60 FEET SOUTHEAST
 PU1536'OF THE SOUTHEAST RAIL, AND 130 FEET NORTHEAST OF THE SWITCH
 PU1536'STAND OF MC GEE SIDING, IN THE HOLLOW BEYOND OLD FILL OF SECOND
 PU1536'SIDING.  A STANDARD DISK, STAMPED D 183 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0410 ***********************************************************************
 QS0410  DESIGNATION -  D 19
 QS0410  PID         -  QS0410
 QS0410  STATE/COUNTY-  SD/CORSON
 QS0410  COUNTRY     -  US
 QS0410  USGS QUAD   -  MCINTOSH (2017)
 QS0410
 QS0410                         *CURRENT SURVEY CONTROL
 QS0410  ______________________________________________________________________
 QS0410* NAD 83(1986) POSITION- 45 55 39.     (N) 101 20 10.     (W)   SCALED
 QS0410* NAVD 88 ORTHO HEIGHT -   692.467 (meters)     2271.87  (feet) ADJUSTED
 QS0410  ______________________________________________________________________
 QS0410  GEOID HEIGHT    -        -20.418 (meters)                     GEOID18
 QS0410  DYNAMIC HEIGHT  -        692.404 (meters)     2271.66  (feet) COMP
 QS0410  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 QS0410
 QS0410  VERT ORDER      -  FIRST     CLASS II
 QS0410
 QS0410.The horizontal coordinates were scaled from a map and have
 QS0410.an estimated accuracy of +/- 6 seconds.
 QS0410
 QS0410.The orthometric height was determined by differential leveling and
 QS0410.adjusted by the NATIONAL GEODETIC SURVEY
 QS0410.in June 1991.
 QS0410
 QS0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0410.GEOID18 height accuracy estimate available here.
 QS0410
 QS0410.Click photographs - Photos may exist for this station.
 QS0410
 QS0410.The dynamic height is computed by dividing the NAVD 88
 QS0410.geopotential number by the normal gravity value computed on the
 QS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0410.degrees latitude (g = 980.6199 gals.).
 QS0410
 QS0410.The modeled gravity was interpolated from observed gravity values.
 QS0410
 QS0410;                    North         East    Units  Estimated Accuracy
 QS0410;SPC SD N     -   233,580.      496,360.      MT  (+/- 180 meters Scaled)
 QS0410
 QS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR188886(NAD 83)
 QS0410
 QS0410                          SUPERSEDED SURVEY CONTROL
 QS0410
 QS0410  NGVD 29 (??/??/92)  691.851  (m)         2269.85   (f) ADJ UNCH    1 2
 QS0410
 QS0410.Superseded values are not recommended for survey control.
 QS0410
 QS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0410.See file dsdata.pdf to determine how the superseded data were derived.
 QS0410
 QS0410_MARKER: DB = BENCH MARK DISK
 QS0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0410_STAMPING: D 19 1933
 QS0410_MARK LOGO: CGS
 QS0410_PROJECTION: PROJECTING 62 CENTIMETERS
 QS0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0410+STABILITY: SURFACE MOTION
 QS0410
 QS0410  HISTORY     - Date     Condition        Report By
 QS0410  HISTORY     - 1933     MONUMENTED       CGS
 QS0410  HISTORY     - 1941     GOOD             CGS
 QS0410  HISTORY     - 1985     GOOD             NGS
 QS0410
 QS0410                          STATION DESCRIPTION
 QS0410
 QS0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QS0410'1 MI NE FROM MC INTOSH.
 QS0410'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 65 FROM MC INTOSH, CORSON
 QS0410'COUNTY, ABOUT 1.1 MILES SOUTH OF THE NORTH DAKOTA-SOUTH DAKOTA
 QS0410'STATE LINE, ABOUT 400 FEET NORTHWEST OF THE JUNCTION OF U.S.
 QS0410'HIGHWAY 12, ABOUT 243 FEET WEST OF THE CENTER LINE OF STATE
 QS0410'HIGHWAY 65, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 QS0410'1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 19 1933
 QS0410'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 QS0410'ABOVE GROUND.
 QS0410
 QS0410                          STATION RECOVERY (1985)
 QS0410
 QS0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0410'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.1
 QS0410'MI) NORTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US HIGHWAY 12 AT
 QS0410'MCINTOSH, 76.2 METERS (250 FT) WEST OF TH HIGHWAY CENTERLINE AND 1.2
 QS0410'METERS (4 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 QS0410'THE MARK IS 1.2 METERS  N FROM  A WITNESS POST
 QS0410'THE MARK IS 6.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0114 ***********************************************************************
 QQ0114  DESIGNATION -  D 19
 QQ0114  PID         -  QQ0114
 QQ0114  STATE/COUNTY-  SD/GRANT
 QQ0114  COUNTRY     -  US
 QQ0114  USGS QUAD   -  MARVIN (2017)
 QQ0114
 QQ0114                         *CURRENT SURVEY CONTROL
 QQ0114  ______________________________________________________________________
 QQ0114* NAD 83(1986) POSITION- 45 17 05.     (N) 096 57 53.     (W)   SCALED
 QQ0114* NAVD 88 ORTHO HEIGHT -   554.620 (meters)     1819.62  (feet) ADJUSTED
 QQ0114  ______________________________________________________________________
 QQ0114  GEOID HEIGHT    -        -25.471 (meters)                     GEOID18
 QQ0114  DYNAMIC HEIGHT  -        554.558 (meters)     1819.41  (feet) COMP
 QQ0114  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 QQ0114
 QQ0114  VERT ORDER      -  FIRST     CLASS II
 QQ0114
 QQ0114.The horizontal coordinates were scaled from a map and have
 QQ0114.an estimated accuracy of +/- 6 seconds.
 QQ0114
 QQ0114.The orthometric height was determined by differential leveling and
 QQ0114.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0114.in June 1991.
 QQ0114
 QQ0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0114.GEOID18 height accuracy estimate available here.
 QQ0114
 QQ0114.Click photographs - Photos may exist for this station.
 QQ0114
 QQ0114.The dynamic height is computed by dividing the NAVD 88
 QQ0114.geopotential number by the normal gravity value computed on the
 QQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0114.degrees latitude (g = 980.6199 gals.).
 QQ0114
 QQ0114.The modeled gravity was interpolated from observed gravity values.
 QQ0114
 QQ0114;                    North         East    Units  Estimated Accuracy
 QQ0114;SPC SD N     -   165,750.      838,070.      MT  (+/- 180 meters Scaled)
 QQ0114
 QQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR596165(NAD 83)
 QQ0114
 QQ0114                          SUPERSEDED SURVEY CONTROL
 QQ0114
 QQ0114  NGVD 29 (??/??/92)  554.334  (m)         1818.68   (f) ADJ UNCH    1 2
 QQ0114
 QQ0114.Superseded values are not recommended for survey control.
 QQ0114
 QQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0114.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0114
 QQ0114_MARKER: DB = BENCH MARK DISK
 QQ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0114_STAMPING: 1818.677 D 19 1931
 QQ0114_MARK LOGO: CGS
 QQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0114+STABILITY: SURFACE MOTION
 QQ0114
 QQ0114  HISTORY     - Date     Condition        Report By
 QQ0114  HISTORY     - 1931     MONUMENTED       CGS
 QQ0114  HISTORY     - 1941     GOOD             CGS
 QQ0114  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0114
 QQ0114                          STATION DESCRIPTION
 QQ0114
 QQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0114'3.5 MI NW FROM MARVIN.
 QQ0114'3.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0114'PACIFIC RAILROAD FROM MARVIN, GRANT COUNTY, AT BRIDGE 0312, 3
 QQ0114'FEET EAST OF THE NORTHWEST CORNER, AND 5.5 FEET NORTH OF THE
 QQ0114'CENTER LINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED
 QQ0114'1818.677 D 19 1931 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0114
 QQ0114                          STATION RECOVERY (1941)
 QQ0114
 QQ0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0114'RECOVERED IN GOOD CONDITION.
 QQ0114
 QQ0114                          STATION RECOVERY (1997)
 QQ0114
 QQ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0114'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0478 ***********************************************************************
 PR0478  DESIGNATION -  D 2
 PR0478  PID         -  PR0478
 PR0478  STATE/COUNTY-  SD/LAKE
 PR0478  COUNTRY     -  US
 PR0478  USGS QUAD   -  RAMONA (2017)
 PR0478
 PR0478                         *CURRENT SURVEY CONTROL
 PR0478  ______________________________________________________________________
 PR0478* NAD 83(1986) POSITION- 44 03 06.     (N) 097 10 22.     (W)   SCALED
 PR0478* NAVD 88 ORTHO HEIGHT -   529.826 (meters)     1738.27  (feet) ADJUSTED
 PR0478  ______________________________________________________________________
 PR0478  GEOID HEIGHT    -        -25.730 (meters)                     GEOID18
 PR0478  DYNAMIC HEIGHT  -        529.701 (meters)     1737.86  (feet) COMP
 PR0478  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 PR0478
 PR0478  VERT ORDER      -  FIRST     CLASS II
 PR0478
 PR0478.The horizontal coordinates were scaled from a map and have
 PR0478.an estimated accuracy of +/- 6 seconds.
 PR0478
 PR0478.The orthometric height was determined by differential leveling and
 PR0478.adjusted by the NATIONAL GEODETIC SURVEY
 PR0478.in June 1991.
 PR0478
 PR0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0478.GEOID18 height accuracy estimate available here.
 PR0478
 PR0478.Click photographs - Photos may exist for this station.
 PR0478
 PR0478.The dynamic height is computed by dividing the NAVD 88
 PR0478.geopotential number by the normal gravity value computed on the
 PR0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0478.degrees latitude (g = 980.6199 gals.).
 PR0478
 PR0478.The modeled gravity was interpolated from observed gravity values.
 PR0478
 PR0478;                    North         East    Units  Estimated Accuracy
 PR0478;SPC SD S     -   195,710.      853,200.      MT  (+/- 180 meters Scaled)
 PR0478
 PR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP463792(NAD 83)
 PR0478
 PR0478                          SUPERSEDED SURVEY CONTROL
 PR0478
 PR0478  NGVD 29 (??/??/92)  529.529  (m)         1737.30   (f) ADJ UNCH    1 2
 PR0478
 PR0478.Superseded values are not recommended for survey control.
 PR0478
 PR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0478.See file dsdata.pdf to determine how the superseded data were derived.
 PR0478
 PR0478_MARKER: H = DRILL HOLE
 PR0478_SETTING: 80 = SET IN A BOULDER
 PR0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0478+STABILITY: SURFACE MOTION
 PR0478
 PR0478  HISTORY     - Date     Condition        Report By
 PR0478  HISTORY     - 1905     MONUMENTED       CGS
 PR0478  HISTORY     - 1934     MARK NOT FOUND   CGS
 PR0478  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0478  HISTORY     - 20110404 MARK NOT FOUND   INDIV
 PR0478
 PR0478                          STATION DESCRIPTION
 PR0478
 PR0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0478'4.9 MI S FROM RAMONA.
 PR0478'4.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0478'PACIFIC RAILROAD FROM RAMONA, LAKE COUNTY, 0.2 MILE WEST OF
 PR0478'THE SOUTHEAST CORNER OF SECTION 22, T 107 N, R 53 W, 331 FEET
 PR0478'NORTH OF THE SOUTH LINE OF THE SECTION, 46 FEET WEST OF THE
 PR0478'CENTER LINE OF THE TRACK, 3 FEET EAST OF A FENCE, ON A SMALL
 PR0478'BOULDER, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  THE BOTTOM
 PR0478'OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM.  NOTE-- A
 PR0478'NEW FENCE LINE HAS BEEN BUILT SINCE THE MARK WAS ESTABLISHED.
 PR0478
 PR0478                          STATION RECOVERY (1968)
 PR0478
 PR0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0478'MARK NOT FOUND.
 PR0478
 PR0478                          STATION RECOVERY (2011)
 PR0478
 PR0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0624 ***********************************************************************
 PT0624  DESIGNATION -  D 2 W
 PT0624  PID         -  PT0624
 PT0624  STATE/COUNTY-  SD/HAAKON
 PT0624  COUNTRY     -  US
 PT0624  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0624
 PT0624                         *CURRENT SURVEY CONTROL
 PT0624  ______________________________________________________________________
 PT0624* NAD 83(1986) POSITION- 44 02 18.     (N) 101 57 30.     (W)   SCALED
 PT0624* NAVD 88 ORTHO HEIGHT -   805.101 (meters)     2641.40  (feet) ADJUSTED
 PT0624  ______________________________________________________________________
 PT0624  GEOID HEIGHT    -        -20.017 (meters)                     GEOID18
 PT0624  DYNAMIC HEIGHT  -        804.855 (meters)     2640.60  (feet) COMP
 PT0624  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 PT0624
 PT0624  VERT ORDER      -  SECOND    CLASS 0
 PT0624
 PT0624.The horizontal coordinates were scaled from a map and have
 PT0624.an estimated accuracy of +/- 6 seconds.
 PT0624
 PT0624.The orthometric height was determined by differential leveling and
 PT0624.adjusted by the NATIONAL GEODETIC SURVEY
 PT0624.in June 1991.
 PT0624
 PT0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0624.GEOID18 height accuracy estimate available here.
 PT0624
 PT0624.Click photographs - Photos may exist for this station.
 PT0624
 PT0624.The dynamic height is computed by dividing the NAVD 88
 PT0624.geopotential number by the normal gravity value computed on the
 PT0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0624.degrees latitude (g = 980.6199 gals.).
 PT0624
 PT0624.The modeled gravity was interpolated from observed gravity values.
 PT0624
 PT0624;                    North         East    Units  Estimated Accuracy
 PT0624;SPC SD S     -   190,690.      469,770.      MT  (+/- 180 meters Scaled)
 PT0624
 PT0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP629803(NAD 83)
 PT0624
 PT0624                          SUPERSEDED SURVEY CONTROL
 PT0624
 PT0624  NGVD 29 (??/??/92)  804.642  (m)         2639.90   (f) ADJ UNCH    2 0
 PT0624
 PT0624.Superseded values are not recommended for survey control.
 PT0624
 PT0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0624.See file dsdata.pdf to determine how the superseded data were derived.
 PT0624
 PT0624_MARKER: DS = TRIANGULATION STATION DISK
 PT0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0624_STAMPING: D 2 W 1961
 PT0624_MARK LOGO: CGS
 PT0624_PROJECTION: FLUSH
 PT0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0624+STABILITY: SURFACE MOTION
 PT0624
 PT0624  HISTORY     - Date     Condition        Report By
 PT0624  HISTORY     - 1961     MONUMENTED       CGS
 PT0624
 PT0624                          STATION DESCRIPTION
 PT0624
 PT0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PT0624'8 MI NW FROM COTTONWOOD.
 PT0624'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0624'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, IN
 PT0624'SECTION 16, T 1 N, R 18 E, THENCE 5.2 MILES NORTH ALONG A GRADED
 PT0624'DIRT ROAD, TO D 2 X 1961 AZIMUTH ON EAST SIDE OF THE ROAD, THENCE
 PT0624'0.3 MILE WEST ALONG THE SOUTH SIDE OF A FENCE, THENCE 0.35 MILE
 PT0624'NORTHWEST UP A RIDGE LIKE HILL, 0.2 MILE WEST OF A DIRT DAM,
 PT0624'0.1 MILE EAST OF A WOVEN WIRE FENCE, 56.2 FEET NORTHWEST OF D 2
 PT0624'W R.M. 1, 35.2 FEET NORTHEAST OF D 2 W R.M. 2, AND SET IN THE
 PT0624'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0623 ***********************************************************************
 PT0623  DESIGNATION -  D 2 W RM 1
 PT0623  PID         -  PT0623
 PT0623  STATE/COUNTY-  SD/HAAKON
 PT0623  COUNTRY     -  US
 PT0623  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0623
 PT0623                         *CURRENT SURVEY CONTROL
 PT0623  ______________________________________________________________________
 PT0623* NAD 83(1986) POSITION- 44 02 18.     (N) 101 57 30.     (W)   SCALED
 PT0623* NAVD 88 ORTHO HEIGHT -   804.469 (meters)     2639.33  (feet) ADJUSTED
 PT0623  ______________________________________________________________________
 PT0623  GEOID HEIGHT    -        -20.017 (meters)                     GEOID18
 PT0623  DYNAMIC HEIGHT  -        804.223 (meters)     2638.52  (feet) COMP
 PT0623  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 PT0623
 PT0623  VERT ORDER      -  SECOND    CLASS 0
 PT0623
 PT0623.The horizontal coordinates were scaled from a map and have
 PT0623.an estimated accuracy of +/- 6 seconds.
 PT0623
 PT0623.The orthometric height was determined by differential leveling and
 PT0623.adjusted by the NATIONAL GEODETIC SURVEY
 PT0623.in June 1991.
 PT0623
 PT0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0623.GEOID18 height accuracy estimate available here.
 PT0623
 PT0623.Click photographs - Photos may exist for this station.
 PT0623
 PT0623.The dynamic height is computed by dividing the NAVD 88
 PT0623.geopotential number by the normal gravity value computed on the
 PT0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0623.degrees latitude (g = 980.6199 gals.).
 PT0623
 PT0623.The modeled gravity was interpolated from observed gravity values.
 PT0623
 PT0623;                    North         East    Units  Estimated Accuracy
 PT0623;SPC SD S     -   190,690.      469,770.      MT  (+/- 180 meters Scaled)
 PT0623
 PT0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP629803(NAD 83)
 PT0623
 PT0623                          SUPERSEDED SURVEY CONTROL
 PT0623
 PT0623  NGVD 29 (??/??/92)  804.010  (m)         2637.82   (f) ADJ UNCH    2 0
 PT0623
 PT0623.Superseded values are not recommended for survey control.
 PT0623
 PT0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0623.See file dsdata.pdf to determine how the superseded data were derived.
 PT0623
 PT0623_MARKER: DR = REFERENCE MARK DISK
 PT0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0623_STAMPING: D 2 W NO 1 1961
 PT0623_MARK LOGO: CGS
 PT0623_PROJECTION: FLUSH
 PT0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0623+STABILITY: SURFACE MOTION
 PT0623
 PT0623  HISTORY     - Date     Condition        Report By
 PT0623  HISTORY     - 1961     MONUMENTED       CGS
 PT0623  HISTORY     - 1962     GOOD             CGS
 PT0623
 PT0623                          STATION DESCRIPTION
 PT0623
 PT0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0623'8 MI NW FROM COTTONWOOD.
 PT0623'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0623'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0623'5.2 MILES NORTH ALONG A GRADED DIRT ROAD TO D 2 X 1961 AZIMUTH
 PT0623'ON THE EAST SIDE OF THE ROAD, THENCE 0.3 MILE WEST ALONG A TRACK
 PT0623'ROAD ALONG THE SOUTH SIDE OF A FENCE LINE, 56.2 FEET SOUTHEAST
 PT0623'OF D 2 W 1961 TRIANGULATION STATION, AND SET IN THE TOP OF A
 PT0623'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0625 ***********************************************************************
 PT0625  DESIGNATION -  D 2 W RM 2
 PT0625  PID         -  PT0625
 PT0625  STATE/COUNTY-  SD/HAAKON
 PT0625  COUNTRY     -  US
 PT0625  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0625
 PT0625                         *CURRENT SURVEY CONTROL
 PT0625  ______________________________________________________________________
 PT0625* NAD 83(1986) POSITION- 44 02 18.     (N) 101 57 30.     (W)   SCALED
 PT0625* NAVD 88 ORTHO HEIGHT -   804.506 (meters)     2639.45  (feet) ADJUSTED
 PT0625  ______________________________________________________________________
 PT0625  GEOID HEIGHT    -        -20.017 (meters)                     GEOID18
 PT0625  DYNAMIC HEIGHT  -        804.260 (meters)     2638.64  (feet) COMP
 PT0625  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 PT0625
 PT0625  VERT ORDER      -  SECOND    CLASS 0
 PT0625
 PT0625.The horizontal coordinates were scaled from a map and have
 PT0625.an estimated accuracy of +/- 6 seconds.
 PT0625
 PT0625.The orthometric height was determined by differential leveling and
 PT0625.adjusted by the NATIONAL GEODETIC SURVEY
 PT0625.in June 1991.
 PT0625
 PT0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0625.GEOID18 height accuracy estimate available here.
 PT0625
 PT0625.Click photographs - Photos may exist for this station.
 PT0625
 PT0625.The dynamic height is computed by dividing the NAVD 88
 PT0625.geopotential number by the normal gravity value computed on the
 PT0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0625.degrees latitude (g = 980.6199 gals.).
 PT0625
 PT0625.The modeled gravity was interpolated from observed gravity values.
 PT0625
 PT0625;                    North         East    Units  Estimated Accuracy
 PT0625;SPC SD S     -   190,690.      469,770.      MT  (+/- 180 meters Scaled)
 PT0625
 PT0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP629803(NAD 83)
 PT0625
 PT0625                          SUPERSEDED SURVEY CONTROL
 PT0625
 PT0625  NGVD 29 (??/??/92)  804.047  (m)         2637.94   (f) ADJ UNCH    2 0
 PT0625
 PT0625.Superseded values are not recommended for survey control.
 PT0625
 PT0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0625.See file dsdata.pdf to determine how the superseded data were derived.
 PT0625
 PT0625_MARKER: DR = REFERENCE MARK DISK
 PT0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0625_STAMPING: D 2 W NO 2 1961
 PT0625_MARK LOGO: CGS
 PT0625_PROJECTION: FLUSH
 PT0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0625+STABILITY: SURFACE MOTION
 PT0625
 PT0625  HISTORY     - Date     Condition        Report By
 PT0625  HISTORY     - 1961     MONUMENTED       CGS
 PT0625  HISTORY     - 1962     GOOD             CGS
 PT0625
 PT0625                          STATION DESCRIPTION
 PT0625
 PT0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0625'8 MI NW FROM COTTONWOOD.
 PT0625'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0625'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0625'5.2 MILE NORTH ALONG A GRADED DIRT ROAD TO D 2 X 1961 AZIMUTH
 PT0625'ON EAST SIDE OF ROAD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD
 PT0625'ALONG THE SOUTH SIDE OF A FENCE LINE, THENCE 0.35 MILE NORTHWEST
 PT0625'UP A RIDGE LIKE HILL, 0.2 MILE WEST OF DIRT DAM, 0.1 MILE EAST
 PT0625'OF A NORTH-SOUTH WOVEN WIRE FENCE LINE, 35.2 FEET SOUTHWEST OF D 2
 PT0625'W 1961 TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE
 PT0625'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0620 ***********************************************************************
 PT0620  DESIGNATION -  D 2 X
 PT0620  PID         -  PT0620
 PT0620  STATE/COUNTY-  SD/HAAKON
 PT0620  COUNTRY     -  US
 PT0620  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0620
 PT0620                         *CURRENT SURVEY CONTROL
 PT0620  ______________________________________________________________________
 PT0620* NAD 83(1986) POSITION- 44 02 26.     (N) 101 56 29.     (W)   SCALED
 PT0620* NAVD 88 ORTHO HEIGHT -   817.120 (meters)     2680.83  (feet) ADJUSTED
 PT0620  ______________________________________________________________________
 PT0620  GEOID HEIGHT    -        -20.080 (meters)                     GEOID18
 PT0620  DYNAMIC HEIGHT  -        816.871 (meters)     2680.02  (feet) COMP
 PT0620  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 PT0620
 PT0620  VERT ORDER      -  SECOND    CLASS 0
 PT0620
 PT0620.The horizontal coordinates were scaled from a map and have
 PT0620.an estimated accuracy of +/- 6 seconds.
 PT0620
 PT0620.The orthometric height was determined by differential leveling and
 PT0620.adjusted by the NATIONAL GEODETIC SURVEY
 PT0620.in June 1991.
 PT0620
 PT0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0620.GEOID18 height accuracy estimate available here.
 PT0620
 PT0620.Click photographs - Photos may exist for this station.
 PT0620
 PT0620.The dynamic height is computed by dividing the NAVD 88
 PT0620.geopotential number by the normal gravity value computed on the
 PT0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0620.degrees latitude (g = 980.6199 gals.).
 PT0620
 PT0620.The modeled gravity was interpolated from observed gravity values.
 PT0620
 PT0620;                    North         East    Units  Estimated Accuracy
 PT0620;SPC SD S     -   190,910.      471,130.      MT  (+/- 180 meters Scaled)
 PT0620
 PT0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP643805(NAD 83)
 PT0620
 PT0620                          SUPERSEDED SURVEY CONTROL
 PT0620
 PT0620  NGVD 29 (??/??/92)  816.66   (m)         2679.3    (f) COMPUTED    2 0
 PT0620
 PT0620.Superseded values are not recommended for survey control.
 PT0620
 PT0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0620.See file dsdata.pdf to determine how the superseded data were derived.
 PT0620
 PT0620_MARKER: DS = TRIANGULATION STATION DISK
 PT0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0620_STAMPING: D 2 X 1961
 PT0620_MARK LOGO: CGS
 PT0620_PROJECTION: FLUSH
 PT0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0620+STABILITY: SURFACE MOTION
 PT0620
 PT0620  HISTORY     - Date     Condition        Report By
 PT0620  HISTORY     - 1961     MONUMENTED       CGS
 PT0620  HISTORY     - 1962     GOOD             CGS
 PT0620
 PT0620                          STATION DESCRIPTION
 PT0620
 PT0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0620'7.8 MI N FROM COTTONWOOD.
 PT0620'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0620'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0620'5.2 MILES NORTH ALONG A GRADED DIRT ROAD TO D 2 X 1961 AZIMUTH
 PT0620'ON THE EAST SIDE OF THE ROAD, THENCE 0.35 MILE ACROSS COUNTRY
 PT0620'TO THE TOP AND WEST EDGE OF A HILL, ABOUT 0.25 MILE SOUTH OF
 PT0620'A EAST-WEST FENCE LINE, 43.0 FEET SOUTH-SOUTHEAST OF D 2 X R.M.
 PT0620'1, 55.3 FEET WEST OF D 2 X R.M. 2, AND SET IN THE TOP OF A
 PT0620'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0619 ***********************************************************************
 PT0619  DESIGNATION -  D 2 X AZ MK
 PT0619  PID         -  PT0619
 PT0619  STATE/COUNTY-  SD/HAAKON
 PT0619  COUNTRY     -  US
 PT0619  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0619
 PT0619                         *CURRENT SURVEY CONTROL
 PT0619  ______________________________________________________________________
 PT0619* NAD 83(1986) POSITION- 44 02 17.     (N) 101 56 50.     (W)   SCALED
 PT0619* NAVD 88 ORTHO HEIGHT -   782.724 (meters)     2567.99  (feet) ADJUSTED
 PT0619  ______________________________________________________________________
 PT0619  GEOID HEIGHT    -        -20.059 (meters)                     GEOID18
 PT0619  DYNAMIC HEIGHT  -        782.483 (meters)     2567.20  (feet) COMP
 PT0619  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 PT0619
 PT0619  VERT ORDER      -  SECOND    CLASS 0
 PT0619
 PT0619.The horizontal coordinates were scaled from a map and have
 PT0619.an estimated accuracy of +/- 6 seconds.
 PT0619
 PT0619.The orthometric height was determined by differential leveling and
 PT0619.adjusted by the NATIONAL GEODETIC SURVEY
 PT0619.in June 1991.
 PT0619
 PT0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0619.GEOID18 height accuracy estimate available here.
 PT0619
 PT0619.Click photographs - Photos may exist for this station.
 PT0619
 PT0619.The dynamic height is computed by dividing the NAVD 88
 PT0619.geopotential number by the normal gravity value computed on the
 PT0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0619.degrees latitude (g = 980.6199 gals.).
 PT0619
 PT0619.The modeled gravity was interpolated from observed gravity values.
 PT0619
 PT0619;                    North         East    Units  Estimated Accuracy
 PT0619;SPC SD S     -   190,640.      470,660.      MT  (+/- 180 meters Scaled)
 PT0619
 PT0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP638803(NAD 83)
 PT0619
 PT0619                          SUPERSEDED SURVEY CONTROL
 PT0619
 PT0619  NGVD 29 (??/??/92)  782.263  (m)         2566.47   (f) ADJ UNCH    2 0
 PT0619
 PT0619.Superseded values are not recommended for survey control.
 PT0619
 PT0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0619.See file dsdata.pdf to determine how the superseded data were derived.
 PT0619
 PT0619_MARKER: DZ = AZIMUTH MARK DISK
 PT0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0619_STAMPING: D 2 X 1961
 PT0619_MARK LOGO: CGS
 PT0619_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0619+STABILITY: SURFACE MOTION
 PT0619
 PT0619  HISTORY     - Date     Condition        Report By
 PT0619  HISTORY     - 1961     MONUMENTED       CGS
 PT0619  HISTORY     - 1962     GOOD             CGS
 PT0619
 PT0619                          STATION DESCRIPTION
 PT0619
 PT0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0619'7.4 MI N FROM COTTONWOOD.
 PT0619'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 PT0619'AT COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0619'5.2 MILES NORTH ALONG A GRADED DIRT ROAD, 0.15 MILE EAST-SOUTHEAST
 PT0619'OF AND ACROSS THE ROAD FROM A LARGE RED BARN, 47 1/2 FEET NORTH
 PT0619'OF A POWER POLE, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 14
 PT0619'FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST,
 PT0619'3.6 FEET NORTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE,
 PT0619'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0621 ***********************************************************************
 PT0621  DESIGNATION -  D 2 X RM 1
 PT0621  PID         -  PT0621
 PT0621  STATE/COUNTY-  SD/HAAKON
 PT0621  COUNTRY     -  US
 PT0621  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0621
 PT0621                         *CURRENT SURVEY CONTROL
 PT0621  ______________________________________________________________________
 PT0621* NAD 83(1986) POSITION- 44 02 26.     (N) 101 56 29.     (W)   SCALED
 PT0621* NAVD 88 ORTHO HEIGHT -   816.536 (meters)     2678.92  (feet) ADJUSTED
 PT0621  ______________________________________________________________________
 PT0621  GEOID HEIGHT    -        -20.080 (meters)                     GEOID18
 PT0621  DYNAMIC HEIGHT  -        816.287 (meters)     2678.10  (feet) COMP
 PT0621  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 PT0621
 PT0621  VERT ORDER      -  SECOND    CLASS 0
 PT0621
 PT0621.The horizontal coordinates were scaled from a map and have
 PT0621.an estimated accuracy of +/- 6 seconds.
 PT0621
 PT0621.The orthometric height was determined by differential leveling and
 PT0621.adjusted by the NATIONAL GEODETIC SURVEY
 PT0621.in June 1991.
 PT0621
 PT0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0621.GEOID18 height accuracy estimate available here.
 PT0621
 PT0621.Click photographs - Photos may exist for this station.
 PT0621
 PT0621.The dynamic height is computed by dividing the NAVD 88
 PT0621.geopotential number by the normal gravity value computed on the
 PT0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0621.degrees latitude (g = 980.6199 gals.).
 PT0621
 PT0621.The modeled gravity was interpolated from observed gravity values.
 PT0621
 PT0621;                    North         East    Units  Estimated Accuracy
 PT0621;SPC SD S     -   190,910.      471,130.      MT  (+/- 180 meters Scaled)
 PT0621
 PT0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP643805(NAD 83)
 PT0621
 PT0621                          SUPERSEDED SURVEY CONTROL
 PT0621
 PT0621  NGVD 29 (??/??/92)  816.08   (m)         2677.4    (f) COMPUTED    2 0
 PT0621
 PT0621.Superseded values are not recommended for survey control.
 PT0621
 PT0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0621.See file dsdata.pdf to determine how the superseded data were derived.
 PT0621
 PT0621_MARKER: DR = REFERENCE MARK DISK
 PT0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0621_STAMPING: D 2 X NO 1 1961
 PT0621_MARK LOGO: CGS
 PT0621_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0621+STABILITY: SURFACE MOTION
 PT0621
 PT0621  HISTORY     - Date     Condition        Report By
 PT0621  HISTORY     - 1961     MONUMENTED       CGS
 PT0621  HISTORY     - 1962     GOOD             CGS
 PT0621
 PT0621                          STATION DESCRIPTION
 PT0621
 PT0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0621'7.8 MI N FROM COTTONWOOD.
 PT0621'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 PT0621'AT COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0621'5.2 MILES NORTH ALONG A GRADED DIRT ROAD TO D 2 X 1961 AZIMUTH MARK
 PT0621'ON EAST SIDE OF ROAD, THENCE 0.35 MILES NORTHEAST ACROSS COUNTRY
 PT0621'TO THE TOP AND WEST EDGE OF A HILL, ABOUT 0.25 MILE SOUTH OF AN
 PT0621'EAST-WEST FENCE LINE, 43 FEET NORTH-NORTHWEST OF D 2 X 1961
 PT0621'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PT0621'PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0622 ***********************************************************************
 PT0622  DESIGNATION -  D 2 X RM 2
 PT0622  PID         -  PT0622
 PT0622  STATE/COUNTY-  SD/HAAKON
 PT0622  COUNTRY     -  US
 PT0622  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0622
 PT0622                         *CURRENT SURVEY CONTROL
 PT0622  ______________________________________________________________________
 PT0622* NAD 83(1986) POSITION- 44 02 26.     (N) 101 56 29.     (W)   SCALED
 PT0622* NAVD 88 ORTHO HEIGHT -   817.688 (meters)     2682.70  (feet) ADJUSTED
 PT0622  ______________________________________________________________________
 PT0622  GEOID HEIGHT    -        -20.080 (meters)                     GEOID18
 PT0622  DYNAMIC HEIGHT  -        817.439 (meters)     2681.88  (feet) COMP
 PT0622  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 PT0622
 PT0622  VERT ORDER      -  SECOND    CLASS 0
 PT0622
 PT0622.The horizontal coordinates were scaled from a map and have
 PT0622.an estimated accuracy of +/- 6 seconds.
 PT0622
 PT0622.The orthometric height was determined by differential leveling and
 PT0622.adjusted by the NATIONAL GEODETIC SURVEY
 PT0622.in June 1991.
 PT0622
 PT0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0622.GEOID18 height accuracy estimate available here.
 PT0622
 PT0622.Click photographs - Photos may exist for this station.
 PT0622
 PT0622.The dynamic height is computed by dividing the NAVD 88
 PT0622.geopotential number by the normal gravity value computed on the
 PT0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0622.degrees latitude (g = 980.6199 gals.).
 PT0622
 PT0622.The modeled gravity was interpolated from observed gravity values.
 PT0622
 PT0622;                    North         East    Units  Estimated Accuracy
 PT0622;SPC SD S     -   190,910.      471,130.      MT  (+/- 180 meters Scaled)
 PT0622
 PT0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP643805(NAD 83)
 PT0622
 PT0622                          SUPERSEDED SURVEY CONTROL
 PT0622
 PT0622  NGVD 29 (??/??/92)  817.23   (m)         2681.2    (f) COMPUTED    2 0
 PT0622
 PT0622.Superseded values are not recommended for survey control.
 PT0622
 PT0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0622.See file dsdata.pdf to determine how the superseded data were derived.
 PT0622
 PT0622_MARKER: DR = REFERENCE MARK DISK
 PT0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0622_STAMPING: D 2 X NO 2 1961
 PT0622_MARK LOGO: CGS
 PT0622_PROJECTION: FLUSH
 PT0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0622+STABILITY: SURFACE MOTION
 PT0622
 PT0622  HISTORY     - Date     Condition        Report By
 PT0622  HISTORY     - 1961     MONUMENTED       CGS
 PT0622  HISTORY     - 1962     GOOD             CGS
 PT0622
 PT0622                          STATION DESCRIPTION
 PT0622
 PT0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0622'7.8 MI N FROM COTTONWOOD.
 PT0622'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 PT0622'AT COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14,
 PT0622'THENCE 5.2 MILES NORTH ALONG A GRADED DIRT ROAD TO D 2 X 1961
 PT0622'AZIMUTH, THENCE 0.35 MILE NORTHEAST ACROSS COUNTRY TO THE TOP AND
 PT0622'WEST EDGE OF A HILL, ABOUT 0.25 MILE NORTH OF AN EAST-WEST FENCE
 PT0622'LINE, 55.3 FEET EAST OF D 2 X 1961 TRIANGULATION STATION, AND
 PT0622'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0463 ***********************************************************************
 QS0463  DESIGNATION -  D 20
 QS0463  PID         -  QS0463
 QS0463  STATE/COUNTY-  SD/ZIEBACH
 QS0463  COUNTRY     -  US
 QS0463  USGS QUAD   -  ISABEL SW (2017)
 QS0463
 QS0463                         *CURRENT SURVEY CONTROL
 QS0463  ______________________________________________________________________
 QS0463* NAD 83(1986) POSITION- 45 20 29.     (N) 101 29 12.     (W)   SCALED
 QS0463* NAVD 88 ORTHO HEIGHT -   692.838 (meters)     2273.09  (feet) ADJUSTED
 QS0463  ______________________________________________________________________
 QS0463  GEOID HEIGHT    -        -20.522 (meters)                     GEOID18
 QS0463  DYNAMIC HEIGHT  -        692.726 (meters)     2272.72  (feet) COMP
 QS0463  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 QS0463
 QS0463  VERT ORDER      -  FIRST     CLASS II
 QS0463
 QS0463.The horizontal coordinates were scaled from a map and have
 QS0463.an estimated accuracy of +/- 6 seconds.
 QS0463
 QS0463.The orthometric height was determined by differential leveling and
 QS0463.adjusted by the NATIONAL GEODETIC SURVEY
 QS0463.in June 1991.
 QS0463
 QS0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0463.GEOID18 height accuracy estimate available here.
 QS0463
 QS0463.Click photographs - Photos may exist for this station.
 QS0463
 QS0463.The dynamic height is computed by dividing the NAVD 88
 QS0463.geopotential number by the normal gravity value computed on the
 QS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0463.degrees latitude (g = 980.6199 gals.).
 QS0463
 QS0463.The modeled gravity was interpolated from observed gravity values.
 QS0463
 QS0463;                    North         East    Units  Estimated Accuracy
 QS0463;SPC SD N     -   168,650.      483,490.      MT  (+/- 180 meters Scaled)
 QS0463
 QS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR051238(NAD 83)
 QS0463
 QS0463                          SUPERSEDED SURVEY CONTROL
 QS0463
 QS0463  NGVD 29 (??/??/92)  692.386  (m)         2271.60   (f) ADJ UNCH    1 2
 QS0463
 QS0463.Superseded values are not recommended for survey control.
 QS0463
 QS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0463.See file dsdata.pdf to determine how the superseded data were derived.
 QS0463
 QS0463_MARKER: DB = BENCH MARK DISK
 QS0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0463_SP_SET: BRIDGE
 QS0463_STAMPING: D 20 1933
 QS0463_MARK LOGO: CGS
 QS0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0463
 QS0463  HISTORY     - Date     Condition        Report By
 QS0463  HISTORY     - 1933     MONUMENTED       CGS
 QS0463  HISTORY     - 1953     GOOD             LOCSUR
 QS0463  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0463
 QS0463                          STATION DESCRIPTION
 QS0463
 QS0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0463'5.9 MI S FROM ISABEL.
 QS0463'IN ZIEBACH COUNTY, ABOUT 5.9 MILES SOUTH ALONG STATE HIGHWAY
 QS0463'65 FROM ISABEL, DEWEY COUNTY, AT THE NORTH END OF A CONCRETE
 QS0463'BRIDGE, AND IN THE TOP OF THE EAST WING WALL.  A STANDARD DISK,
 QS0463'STAMPED D 20 1933.
 QS0463
 QS0463                          STATION RECOVERY (1953)
 QS0463
 QS0463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QS0463'RECOVERED IN GOOD CONDITION.
 QS0463
 QS0463                          STATION RECOVERY (1985)
 QS0463
 QS0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0463'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0255 ***********************************************************************
 QQ0255  DESIGNATION -  D 20 RESET
 QQ0255  PID         -  QQ0255
 QQ0255  STATE/COUNTY-  SD/BROWN
 QQ0255  COUNTRY     -  US
 QQ0255  USGS QUAD   -  ANDOVER (2017)
 QQ0255
 QQ0255                         *CURRENT SURVEY CONTROL
 QQ0255  ______________________________________________________________________
 QQ0255* NAD 83(1986) POSITION- 45 25 22.     (N) 097 58 49.     (W)   SCALED
 QQ0255* NAVD 88 ORTHO HEIGHT -   420.920 (meters)     1380.97  (feet) ADJUSTED
 QQ0255  ______________________________________________________________________
 QQ0255  GEOID HEIGHT    -        -24.839 (meters)                     GEOID18
 QQ0255  DYNAMIC HEIGHT  -        420.886 (meters)     1380.86  (feet) COMP
 QQ0255  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 QQ0255
 QQ0255  VERT ORDER      -  FIRST     CLASS II
 QQ0255
 QQ0255.The horizontal coordinates were scaled from a map and have
 QQ0255.an estimated accuracy of +/- 6 seconds.
 QQ0255
 QQ0255.The orthometric height was determined by differential leveling and
 QQ0255.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0255.in July 1998.
 QQ0255
 QQ0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0255.GEOID18 height accuracy estimate available here.
 QQ0255
 QQ0255.Click photographs - Photos may exist for this station.
 QQ0255
 QQ0255.The dynamic height is computed by dividing the NAVD 88
 QQ0255.geopotential number by the normal gravity value computed on the
 QQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0255.degrees latitude (g = 980.6199 gals.).
 QQ0255
 QQ0255.The modeled gravity was interpolated from observed gravity values.
 QQ0255
 QQ0255;                    North         East    Units  Estimated Accuracy
 QQ0255;SPC SD N     -   178,600.      758,050.      MT  (+/- 180 meters Scaled)
 QQ0255
 QQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR797304(NAD 83)
 QQ0255
 QQ0255                          SUPERSEDED SURVEY CONTROL
 QQ0255
 QQ0255  NAVD 88 (04/17/07)  420.893  (m)         1380.88   (f) SUPERSEDED  3 0
 QQ0255
 QQ0255.Superseded values are not recommended for survey control.
 QQ0255
 QQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0255.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0255
 QQ0255_MARKER: DB = BENCH MARK DISK
 QQ0255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0255_SP_SET: HEADWALL
 QQ0255_STAMPING: D 20 RESET 1950
 QQ0255_MARK LOGO: CGS
 QQ0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0255+STABILITY: SURFACE MOTION
 QQ0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0255+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0255
 QQ0255  HISTORY     - Date     Condition        Report By
 QQ0255  HISTORY     - 1950     MONUMENTED       CGS
 QQ0255  HISTORY     - 1951     GOOD             CGS
 QQ0255  HISTORY     - 19970314 GOOD             NGS
 QQ0255
 QQ0255                          STATION DESCRIPTION
 QQ0255
 QQ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QQ0255'3.9 MI W FROM ANDOVER.
 QQ0255'3.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0255'RAILROAD FROM ANDOVER, DAY COUNTY, AT THE BROWN-DAY COUNTY LINE,
 QQ0255'AT BRIDGE 0-398, IN THE NORTH END OF THE WEST ABUTMENT, AND 1.5
 QQ0255'FEET EAST OF THE WEST END OF THE BRIDGE.  A STANDARD DISK,
 QQ0255'STAMPED D 20 RESET 1950.
 QQ0255
 QQ0255                          STATION RECOVERY (1997)
 QQ0255
 QQ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0255'10.7 KM (6.65 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0255'STATE HIGHWAY 37 IN GROTON, IN TOP OF AND 1.4 M (4.6 FT) EAST OF THE
 QQ0255'WEST END OF THE NORTH CONCRETE HEADWALL OF THE BURLINGTON NORTHERN
 QQ0255'RAILROAD OVERPASS OF 412 AVENUE, 903.0 M (2962.6 FT) WEST OF MILEPOST
 QQ0255'316, 102.5 M (336.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0
 QQ0255'FT) NORTH OF THE NEAR RAIL, 4.7 M (15.4 FT) WEST OF THE AVENUE CENTER,
 QQ0255'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0836 ***********************************************************************
 PT0836  DESIGNATION -  D 21
 PT0836  PID         -  PT0836
 PT0836  STATE/COUNTY-  SD/ZIEBACH
 PT0836  COUNTRY     -  US
 PT0836  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT0836
 PT0836                         *CURRENT SURVEY CONTROL
 PT0836  ______________________________________________________________________
 PT0836* NAD 83(1986) POSITION- 44 43 18.     (N) 101 34 19.     (W)   SCALED
 PT0836* NAVD 88 ORTHO HEIGHT -   694.938 (meters)     2279.98  (feet) ADJUSTED
 PT0836  ______________________________________________________________________
 PT0836  GEOID HEIGHT    -        -21.060 (meters)                     GEOID18
 PT0836  DYNAMIC HEIGHT  -        694.786 (meters)     2279.48  (feet) COMP
 PT0836  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 PT0836
 PT0836  VERT ORDER      -  FIRST     CLASS II
 PT0836
 PT0836.The horizontal coordinates were scaled from a map and have
 PT0836.an estimated accuracy of +/- 6 seconds.
 PT0836
 PT0836.The orthometric height was determined by differential leveling and
 PT0836.adjusted by the NATIONAL GEODETIC SURVEY
 PT0836.in June 1991.
 PT0836
 PT0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0836.GEOID18 height accuracy estimate available here.
 PT0836
 PT0836.Click photographs - Photos may exist for this station.
 PT0836
 PT0836.The dynamic height is computed by dividing the NAVD 88
 PT0836.geopotential number by the normal gravity value computed on the
 PT0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0836.degrees latitude (g = 980.6199 gals.).
 PT0836
 PT0836.The modeled gravity was interpolated from observed gravity values.
 PT0836
 PT0836;                    North         East    Units  Estimated Accuracy
 PT0836;SPC SD N     -    99,920.      475,470.      MT  (+/- 180 meters Scaled)
 PT0836
 PT0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ963552(NAD 83)
 PT0836
 PT0836                          SUPERSEDED SURVEY CONTROL
 PT0836
 PT0836  NGVD 29 (??/??/92)  694.491  (m)         2278.51   (f) ADJ UNCH    1 2
 PT0836
 PT0836.Superseded values are not recommended for survey control.
 PT0836
 PT0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0836.See file dsdata.pdf to determine how the superseded data were derived.
 PT0836
 PT0836_MARKER: DB = BENCH MARK DISK
 PT0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0836_STAMPING: D 21 1933
 PT0836_MARK LOGO: CGS
 PT0836_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0836+STABILITY: SURFACE MOTION
 PT0836
 PT0836  HISTORY     - Date     Condition        Report By
 PT0836  HISTORY     - 1933     MONUMENTED       CGS
 PT0836  HISTORY     - 1934     GOOD             CGS
 PT0836
 PT0836                          STATION DESCRIPTION
 PT0836
 PT0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0836'10 MI N FROM CHERRY CREEK.
 PT0836'10.0 MILES NORTH ALONG THE ROAD TO DUPREE FROM CHERRY CREEK, 43
 PT0836'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK
 PT0836'SET IN A CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE SURFACE
 PT0836'OF THE GROUND.
 PT0836
 PT0836                          STATION RECOVERY (1934)
 PT0836
 PT0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0203 ***********************************************************************
 QR0203  DESIGNATION -  D 21
 QR0203  PID         -  QR0203
 QR0203  STATE/COUNTY-  SD/EDMUNDS
 QR0203  COUNTRY     -  US
 QR0203  USGS QUAD   -  IPSWICH (2017)
 QR0203
 QR0203                         *CURRENT SURVEY CONTROL
 QR0203  ______________________________________________________________________
 QR0203* NAD 83(1986) POSITION- 45 26 33.     (N) 099 05 30.     (W)   SCALED
 QR0203* NAVD 88 ORTHO HEIGHT -   491.623 (meters)     1612.93  (feet) ADJUSTED
 QR0203  ______________________________________________________________________
 QR0203  GEOID HEIGHT    -        -23.471 (meters)                     GEOID18
 QR0203  DYNAMIC HEIGHT  -        491.580 (meters)     1612.79  (feet) COMP
 QR0203  MODELED GRAVITY -    980,513.5   (mgal)                       NAVD 88
 QR0203
 QR0203  VERT ORDER      -  FIRST     CLASS II
 QR0203
 QR0203.The horizontal coordinates were scaled from a map and have
 QR0203.an estimated accuracy of +/- 6 seconds.
 QR0203
 QR0203.The orthometric height was determined by differential leveling and
 QR0203.adjusted by the NATIONAL GEODETIC SURVEY
 QR0203.in June 1991.
 QR0203
 QR0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0203.GEOID18 height accuracy estimate available here.
 QR0203
 QR0203.Click photographs - Photos may exist for this station.
 QR0203
 QR0203.The dynamic height is computed by dividing the NAVD 88
 QR0203.geopotential number by the normal gravity value computed on the
 QR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0203.degrees latitude (g = 980.6199 gals.).
 QR0203
 QR0203.The modeled gravity was interpolated from observed gravity values.
 QR0203
 QR0203;                    North         East    Units  Estimated Accuracy
 QR0203;SPC SD N     -   179,220.      671,060.      MT  (+/- 180 meters Scaled)
 QR0203
 QR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR928321(NAD 83)
 QR0203
 QR0203                          SUPERSEDED SURVEY CONTROL
 QR0203
 QR0203  NGVD 29 (??/??/92)  491.275  (m)         1611.79   (f) ADJ UNCH    1 2
 QR0203
 QR0203.Superseded values are not recommended for survey control.
 QR0203
 QR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0203.See file dsdata.pdf to determine how the superseded data were derived.
 QR0203
 QR0203_MARKER: DB = BENCH MARK DISK
 QR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0203_STAMPING: D 21 1931 1611.791
 QR0203_MARK LOGO: CGS
 QR0203_PROJECTION: RECESSED 10 CENTIMETERS
 QR0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0203+STABILITY: SURFACE MOTION
 QR0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0203+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0203
 QR0203  HISTORY     - Date     Condition        Report By
 QR0203  HISTORY     - 1931     MONUMENTED       CGS
 QR0203  HISTORY     - 1941     GOOD             CGS
 QR0203  HISTORY     - 19970314 GOOD             NGS
 QR0203
 QR0203                          STATION DESCRIPTION
 QR0203
 QR0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0203'3 MI W FROM IPSWICH.
 QR0203'3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0203'RAILROAD FROM IPSWICH, EDMUNDS COUNTY, AT THE ROAD CROSSING
 QR0203'3/8 MILE EAST OF MILEPOST 30, 119 FEET EAST OF THE CENTER LINE
 QR0203'OF THE ROAD, 97 FEET NORTH OF THE NORTH RAIL, 90 FEET EAST
 QR0203'OF ONE FENCE, 1 FOOT SOUTH OF ANOTHER FENCE, AND 2 INCHES UNDER
 QR0203'GROUND.  A STANDARD DISK, STAMPED 1611.791 D 21 1931 AND SET
 QR0203'IN THE TOP OF A CONCRETE POST.
 QR0203
 QR0203                          STATION RECOVERY (1997)
 QR0203
 QR0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0203'4.9 KM (3.05 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0203'STATE HIGHWAY 45 IN IPSWICH, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A
 QR0203'GRAVELED ROAD, 36.3 M (119.1 FT) EAST OF THE ROAD CENTER, 29.3 M (96.1
 QR0203'FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 20.8 M
 QR0203'(68.2 FT) NORTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL
 QR0203'OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 QR0203'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0837 ***********************************************************************
 PT0837  DESIGNATION -  D 21 RESET
 PT0837  PID         -  PT0837
 PT0837  STATE/COUNTY-  SD/ZIEBACH
 PT0837  COUNTRY     -  US
 PT0837  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT0837
 PT0837                         *CURRENT SURVEY CONTROL
 PT0837  ______________________________________________________________________
 PT0837* NAD 83(1986) POSITION- 44 43 18.     (N) 101 34 19.     (W)   SCALED
 PT0837* NAVD 88 ORTHO HEIGHT -   694.88  (meters)     2279.8   (feet) RESET
 PT0837  ______________________________________________________________________
 PT0837  GEOID HEIGHT    -        -21.060 (meters)                     GEOID18
 PT0837  VERT ORDER      -  THIRD
 PT0837
 PT0837.The horizontal coordinates were scaled from a map and have
 PT0837.an estimated accuracy of +/- 6 seconds.
 PT0837
 PT0837.The orthometric height was computed from unverified reset data.
 PT0837
 PT0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0837.GEOID18 height accuracy estimate available here.
 PT0837
 PT0837.Click photographs - Photos may exist for this station.
 PT0837
 PT0837;                    North         East    Units  Estimated Accuracy
 PT0837;SPC SD N     -    99,920.      475,470.      MT  (+/- 180 meters Scaled)
 PT0837
 PT0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ963552(NAD 83)
 PT0837
 PT0837                          SUPERSEDED SURVEY CONTROL
 PT0837
 PT0837.No superseded survey control is available for this station.
 PT0837
 PT0837_MARKER: DB = BENCH MARK DISK
 PT0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0837_STAMPING: D 21 RESET 1956
 PT0837_MARK LOGO: CGS
 PT0837_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0837+STABILITY: SURFACE MOTION
 PT0837
 PT0837  HISTORY     - Date     Condition        Report By
 PT0837  HISTORY     - 1956     MONUMENTED       CGS
 PT0837
 PT0837                          STATION DESCRIPTION
 PT0837
 PT0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PT0837'10 MI N FROM CHERRY CREEK.
 PT0837'10 MILES NORTH ALONG THE DUPREE ROAD FROM CHERRY CREEK,
 PT0837'ZIEBACH COUNTY, 0.2 MILE NORTH OF A CURVE AND 50 FEET WEST OF
 PT0837'THE CENTERLINE OF THE NEW ROAD.  A STANDARD DISK, STAMPED D 21
 PT0837'RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PT0837'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0535 ***********************************************************************
 PT0535  DESIGNATION -  D 22
 PT0535  PID         -  PT0535
 PT0535  STATE/COUNTY-  SD/HAAKON
 PT0535  COUNTRY     -  US
 PT0535  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0535
 PT0535                         *CURRENT SURVEY CONTROL
 PT0535  ______________________________________________________________________
 PT0535* NAD 83(1986) POSITION- 44 10 57.     (N) 101 40 02.     (W)   SCALED
 PT0535* NAVD 88 ORTHO HEIGHT -   739.379 (meters)     2425.78  (feet) ADJUSTED
 PT0535  ______________________________________________________________________
 PT0535  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 PT0535  DYNAMIC HEIGHT  -        739.170 (meters)     2425.09  (feet) COMP
 PT0535  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PT0535
 PT0535  VERT ORDER      -  FIRST     CLASS II
 PT0535
 PT0535.The horizontal coordinates were scaled from a map and have
 PT0535.an estimated accuracy of +/- 6 seconds.
 PT0535
 PT0535.The orthometric height was determined by differential leveling and
 PT0535.adjusted by the NATIONAL GEODETIC SURVEY
 PT0535.in June 1991.
 PT0535
 PT0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0535.GEOID18 height accuracy estimate available here.
 PT0535
 PT0535.Click photographs - Photos may exist for this station.
 PT0535
 PT0535.The dynamic height is computed by dividing the NAVD 88
 PT0535.geopotential number by the normal gravity value computed on the
 PT0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0535.degrees latitude (g = 980.6199 gals.).
 PT0535
 PT0535.The modeled gravity was interpolated from observed gravity values.
 PT0535
 PT0535;                    North         East    Units  Estimated Accuracy
 PT0535;SPC SD S     -   206,290.      493,350.      MT  (+/- 180 meters Scaled)
 PT0535
 PT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP868956(NAD 83)
 PT0535
 PT0535                          SUPERSEDED SURVEY CONTROL
 PT0535
 PT0535  NGVD 29 (??/??/92)  738.919  (m)         2424.27   (f) ADJ UNCH    1 2
 PT0535
 PT0535.Superseded values are not recommended for survey control.
 PT0535
 PT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0535.See file dsdata.pdf to determine how the superseded data were derived.
 PT0535
 PT0535_MARKER: DB = BENCH MARK DISK
 PT0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0535_STAMPING: D 22 1933
 PT0535_MARK LOGO: CGS
 PT0535_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0535+STABILITY: SURFACE MOTION
 PT0535
 PT0535  HISTORY     - Date     Condition        Report By
 PT0535  HISTORY     - 1933     MONUMENTED       CGS
 PT0535  HISTORY     - 1962     GOOD             CGS
 PT0535  HISTORY     - 1970     GOOD             NGS
 PT0535
 PT0535                          STATION DESCRIPTION
 PT0535
 PT0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0535'10 MI N FROM PHILIP.
 PT0535'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0535'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 97 FEET EAST OF
 PT0535'THE CENTERLINE OF THE HIGHWAY, 57 FEET EAST OF A METAL WITNESS
 PT0535'POST, 46 FEET EAST OF A POWER LINE BRACE POLE, 42 FEET SOUTH
 PT0535'OF THE CENTERLINE OF A TRAIL ROAD LEADING EAST, ABOUT 2 FEET
 PT0535'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PT0535'POST PROJECTING ABOUT 6 INCHES.  NOTE-- DUE TO HIGHWAY IMPROVEMENTS
 PT0535'THE MARK WILL BE DESTROYED.  IT WAS LEFT INTACT FOR USE BY THE
 PT0535'STATE HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM AT THE TIME
 PT0535'OF CONSTRUCTION.  A NEW MARK, D 22 RESET, WAS SET NEARBY.
 PT0535
 PT0535                          STATION RECOVERY (1970)
 PT0535
 PT0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0536 ***********************************************************************
 PT0536  DESIGNATION -  D 22 RESET
 PT0536  PID         -  PT0536
 PT0536  STATE/COUNTY-  SD/HAAKON
 PT0536  COUNTRY     -  US
 PT0536  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0536
 PT0536                         *CURRENT SURVEY CONTROL
 PT0536  ______________________________________________________________________
 PT0536* NAD 83(1986) POSITION- 44 10 56.     (N) 101 40 02.     (W)   SCALED
 PT0536* NAVD 88 ORTHO HEIGHT -   740.35  (+/-2cm)     2429.0   (feet) VERTCON3
 PT0536  ______________________________________________________________________
 PT0536  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 PT0536  VERT ORDER      -  THIRD (See Below)
 PT0536
 PT0536.The horizontal coordinates were scaled from a map and have
 PT0536.an estimated accuracy of +/- 6 seconds.
 PT0536
 PT0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0536
 PT0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0536.GEOID18 height accuracy estimate available here.
 PT0536
 PT0536.The vertical order pertains to the NGVD 29 superseded value.
 PT0536
 PT0536.Click photographs - Photos may exist for this station.
 PT0536
 PT0536;                    North         East    Units  Estimated Accuracy
 PT0536;SPC SD S     -   206,260.      493,350.      MT  (+/- 180 meters Scaled)
 PT0536
 PT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP868955(NAD 83)
 PT0536
 PT0536                          SUPERSEDED SURVEY CONTROL
 PT0536
 PT0536  NGVD 29 (??/??/??)  739.90   (m)         2427.5    (f) RESET       3  
 PT0536
 PT0536.Superseded values are not recommended for survey control.
 PT0536
 PT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0536.See file dsdata.pdf to determine how the superseded data were derived.
 PT0536
 PT0536_MARKER: DB = BENCH MARK DISK
 PT0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0536_STAMPING: D 22 RESET 1970
 PT0536_MARK LOGO: CGS
 PT0536_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0536+STABILITY: SURFACE MOTION
 PT0536
 PT0536  HISTORY     - Date     Condition        Report By
 PT0536  HISTORY     - 1970     MONUMENTED       NGS
 PT0536
 PT0536                          STATION DESCRIPTION
 PT0536
 PT0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0536'10 MI N FROM PHILIP.
 PT0536'ABOUT 10 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0536'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, AT A GRAVELED
 PT0536'SIDE ROAD LEFT, 175 FEET SOUTHEAST OF THE CENTER OF THE SIDE ROAD
 PT0536'INTERSECTION, 180 FEET SOUTH OF AN EAST-WEST FENCE, 100 FEET
 PT0536'EAST OF THE CENTER OF HIGHWAY 73, 1.4 FEET WEST OF A METAL
 PT0536'WITNESS POST, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT0536'3-INCHES.  IT IS ON PROPERTY OWNED BY MR. JAMES HEWITT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1397 ***********************************************************************
 PU1397  DESIGNATION -  D 24
 PU1397  PID         -  PU1397
 PU1397  STATE/COUNTY-  SD/MEADE
 PU1397  COUNTRY     -  US
 PU1397  USGS QUAD   -  BLACKHAWK (2017)
 PU1397
 PU1397                         *CURRENT SURVEY CONTROL
 PU1397  ______________________________________________________________________
 PU1397* NAD 83(1986) POSITION- 44 10 12.     (N) 103 19 03.     (W)   SCALED
 PU1397* NAVD 88 ORTHO HEIGHT -  1089.096 (meters)     3573.14  (feet) ADJUSTED
 PU1397  ______________________________________________________________________
 PU1397  GEOID HEIGHT    -        -15.452 (meters)                     GEOID18
 PU1397  DYNAMIC HEIGHT  -       1088.726 (meters)     3571.93  (feet) COMP
 PU1397  MODELED GRAVITY -    980,240.6   (mgal)                       NAVD 88
 PU1397
 PU1397  VERT ORDER      -  FIRST     CLASS II
 PU1397
 PU1397.The horizontal coordinates were scaled from a map and have
 PU1397.an estimated accuracy of +/- 6 seconds.
 PU1397
 PU1397.The orthometric height was determined by differential leveling and
 PU1397.adjusted by the NATIONAL GEODETIC SURVEY
 PU1397.in June 1991.
 PU1397
 PU1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1397.GEOID18 height accuracy estimate available here.
 PU1397
 PU1397.Click photographs - Photos may exist for this station.
 PU1397
 PU1397.The dynamic height is computed by dividing the NAVD 88
 PU1397.geopotential number by the normal gravity value computed on the
 PU1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1397.degrees latitude (g = 980.6199 gals.).
 PU1397
 PU1397.The modeled gravity was interpolated from observed gravity values.
 PU1397
 PU1397;                    North         East    Units  Estimated Accuracy
 PU1397;SPC SD N     -    42,850.      334,740.      MT  (+/- 180 meters Scaled)
 PU1397
 PU1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ345921(NAD 83)
 PU1397
 PU1397                          SUPERSEDED SURVEY CONTROL
 PU1397
 PU1397  NGVD 29 (??/??/92) 1088.595  (m)         3571.50   (f) ADJ UNCH    1 2
 PU1397
 PU1397.Superseded values are not recommended for survey control.
 PU1397
 PU1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1397.See file dsdata.pdf to determine how the superseded data were derived.
 PU1397
 PU1397_MARKER: DB = BENCH MARK DISK
 PU1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1397_STAMPING: D 24 1934
 PU1397_MARK LOGO: CGS
 PU1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1397+STABILITY: SURFACE MOTION
 PU1397
 PU1397  HISTORY     - Date     Condition        Report By
 PU1397  HISTORY     - 1934     MONUMENTED       CGS
 PU1397  HISTORY     - 20120806 MARK NOT FOUND   INDIV
 PU1397
 PU1397                          STATION DESCRIPTION
 PU1397
 PU1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1397'1.3 MI NW FROM BLACKHAWK.
 PU1397'65 YARDS N OF MILE POST H108, 80 YARDS N OF ROAD CROSSING, 56 FT
 PU1397'W OF CENTER OF TRACK, 4 FT W OF R/W FENCE.
 PU1397
 PU1397                          STATION RECOVERY (2012)
 PU1397
 PU1397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1398 ***********************************************************************
 PU1398  DESIGNATION -  D 24 RESET
 PU1398  PID         -  PU1398
 PU1398  STATE/COUNTY-  SD/MEADE
 PU1398  COUNTRY     -  US
 PU1398  USGS QUAD   -  BLACKHAWK (2017)
 PU1398
 PU1398                         *CURRENT SURVEY CONTROL
 PU1398  ______________________________________________________________________
 PU1398* NAD 83(1986) POSITION- 44 10 12.     (N) 103 19 03.     (W)   SCALED
 PU1398* NAVD 88 ORTHO HEIGHT -  1088.32  (meters)     3570.6   (feet) RESET
 PU1398  ______________________________________________________________________
 PU1398  GEOID HEIGHT    -        -15.452 (meters)                     GEOID18
 PU1398  VERT ORDER      -  THIRD
 PU1398
 PU1398.The horizontal coordinates were scaled from a map and have
 PU1398.an estimated accuracy of +/- 6 seconds.
 PU1398
 PU1398.The orthometric height was computed from unverified reset data.
 PU1398
 PU1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1398.GEOID18 height accuracy estimate available here.
 PU1398
 PU1398.Click photographs - Photos may exist for this station.
 PU1398
 PU1398;                    North         East    Units  Estimated Accuracy
 PU1398;SPC SD N     -    42,850.      334,740.      MT  (+/- 180 meters Scaled)
 PU1398
 PU1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ345921(NAD 83)
 PU1398
 PU1398                          SUPERSEDED SURVEY CONTROL
 PU1398
 PU1398.No superseded survey control is available for this station.
 PU1398
 PU1398_MARKER: DB = BENCH MARK DISK
 PU1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1398_STAMPING: D 24 1934 RESET 1959
 PU1398_MARK LOGO: CGS
 PU1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1398+STABILITY: SURFACE MOTION
 PU1398
 PU1398  HISTORY     - Date     Condition        Report By
 PU1398  HISTORY     - 1959     MONUMENTED       SDHD
 PU1398
 PU1398                          STATION DESCRIPTION
 PU1398
 PU1398'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 PU1398'1.3 MI NW FROM BLACK HAWK.
 PU1398'1.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY FROM
 PU1398'BLACK HAWK, ABOUT 65 YARDS NORTH OF MILEPOST H 108, 21 FEET WEST
 PU1398'OF THE CENTERLINE OF THE TRACK, 129 FEET EAST OF HIGHWAY SURVEY
 PU1398'STATION 1032+27.3, AND 94 FEET EAST OF THE CENTERLINE OF TANGENT
 PU1398'NORTH BOUND LANES.  NOTE-- IN RESETTING THIS BENCH MARK THE TOP
 PU1398'FOUR INCHES OF THE CONCRETE POST BROKE OFF AND THEREFORE, THIS
 PU1398'BENCH MARK CANNOT BE CONSIDERED RELIABLE BECAUSE OF UNSUFFICIENT
 PU1398'DEPTH TO HOLD IT FIRM AND SHOULD NOT BE USED TO CONTROL IMPORTANT
 PU1398'LEVELING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1744 ***********************************************************************
 PU1744  DESIGNATION -  D 25
 PU1744  PID         -  PU1744
 PU1744  STATE/COUNTY-  SD/BUTTE
 PU1744  COUNTRY     -  US
 PU1744  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1744
 PU1744                         *CURRENT SURVEY CONTROL
 PU1744  ______________________________________________________________________
 PU1744* NAD 83(1986) POSITION- 44 40 13.     (N) 103 51 07.     (W)   SCALED
 PU1744* NAVD 88 ORTHO HEIGHT -   921.512 (meters)     3023.33  (feet) ADJUSTED
 PU1744  ______________________________________________________________________
 PU1744  GEOID HEIGHT    -        -15.333 (meters)                     GEOID18
 PU1744  DYNAMIC HEIGHT  -        921.259 (meters)     3022.50  (feet) COMP
 PU1744  MODELED GRAVITY -    980,311.1   (mgal)                       NAVD 88
 PU1744
 PU1744  VERT ORDER      -  FIRST     CLASS II
 PU1744
 PU1744.The horizontal coordinates were scaled from a map and have
 PU1744.an estimated accuracy of +/- 6 seconds.
 PU1744
 PU1744.The orthometric height was determined by differential leveling and
 PU1744.adjusted by the NATIONAL GEODETIC SURVEY
 PU1744.in June 1991.
 PU1744
 PU1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1744.GEOID18 height accuracy estimate available here.
 PU1744
 PU1744.Click photographs - Photos may exist for this station.
 PU1744
 PU1744.The dynamic height is computed by dividing the NAVD 88
 PU1744.geopotential number by the normal gravity value computed on the
 PU1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1744.degrees latitude (g = 980.6199 gals.).
 PU1744
 PU1744.The modeled gravity was interpolated from observed gravity values.
 PU1744
 PU1744;                    North         East    Units  Estimated Accuracy
 PU1744;SPC SD N     -   100,270.      294,680.      MT  (+/- 180 meters Scaled)
 PU1744
 PU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK910469(NAD 83)
 PU1744
 PU1744                          SUPERSEDED SURVEY CONTROL
 PU1744
 PU1744  NGVD 29 (??/??/92)  921.025  (m)         3021.73   (f) ADJ UNCH    1 2
 PU1744
 PU1744.Superseded values are not recommended for survey control.
 PU1744
 PU1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1744.See file dsdata.pdf to determine how the superseded data were derived.
 PU1744
 PU1744_MARKER: DB = BENCH MARK DISK
 PU1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1744_STAMPING: D 25 1934
 PU1744_MARK LOGO: CGS
 PU1744_PROJECTION: FLUSH
 PU1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1744+STABILITY: SURFACE MOTION
 PU1744
 PU1744  HISTORY     - Date     Condition        Report By
 PU1744  HISTORY     - 1934     MONUMENTED       CGS
 PU1744  HISTORY     - 1962     GOOD             CGS
 PU1744
 PU1744                          STATION DESCRIPTION
 PU1744
 PU1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1744'AT BELLE FOURCHE.
 PU1744'ABOUT 0.1 MILE FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 PU1744'AT BELLE FOURCHE, IN SECTION 10, T 8 N, R 2 E, 69 FEET SOUTH
 PU1744'OF THE CENTER LINE OF RAILROAD STREET, 96 FEET EAST OF THE
 PU1744'CENTER LINE OF 6TH AVENUE, 89 FEET WEST OF MILE POST 154, 34
 PU1744'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 80 FEET NORTH
 PU1744'AND ACROSS THE TRACK FROM THE NORTHWEST CORNER OF THE LAMPERT
 PU1744'LUMBER COMPANY, ABOUT LEVEL WITH THE RAIL, AND SET IN THE TOP
 PU1744'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THIS
 PU1744'MARK HAS BEEN HIT AND A PORTION OF THE POST WAS BROKEN OFF AND
 PU1744'THE MARK IS LEANING ABOUT 10 DEGREES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1745 ***********************************************************************
 PU1745  DESIGNATION -  D 25 RESET
 PU1745  PID         -  PU1745
 PU1745  STATE/COUNTY-  SD/BUTTE
 PU1745  COUNTRY     -  US
 PU1745  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1745
 PU1745                         *CURRENT SURVEY CONTROL
 PU1745  ______________________________________________________________________
 PU1745* NAD 83(1986) POSITION- 44 40 13.     (N) 103 51 06.     (W)   SCALED
 PU1745* NAVD 88 ORTHO HEIGHT -   921.39  (meters)     3022.9   (feet) RESET
 PU1745  ______________________________________________________________________
 PU1745  GEOID HEIGHT    -        -15.334 (meters)                     GEOID18
 PU1745  VERT ORDER      -  THIRD
 PU1745
 PU1745.The horizontal coordinates were scaled from a map and have
 PU1745.an estimated accuracy of +/- 6 seconds.
 PU1745
 PU1745.The orthometric height was computed from unverified reset data.
 PU1745
 PU1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1745.GEOID18 height accuracy estimate available here.
 PU1745
 PU1745.Click photographs - Photos may exist for this station.
 PU1745
 PU1745;                    North         East    Units  Estimated Accuracy
 PU1745;SPC SD N     -   100,270.      294,700.      MT  (+/- 180 meters Scaled)
 PU1745
 PU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK910469(NAD 83)
 PU1745
 PU1745                          SUPERSEDED SURVEY CONTROL
 PU1745
 PU1745.No superseded survey control is available for this station.
 PU1745
 PU1745_MARKER: DB = BENCH MARK DISK
 PU1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1745_STAMPING: D 25 RESET 1968
 PU1745_MARK LOGO: CGS
 PU1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1745+STABILITY: SURFACE MOTION
 PU1745
 PU1745  HISTORY     - Date     Condition        Report By
 PU1745  HISTORY     - 1968     MONUMENTED       CGS
 PU1745
 PU1745                          STATION DESCRIPTION
 PU1745
 PU1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 PU1745'AT BELLE FOURCHE.
 PU1745'AT BELLE FOURCHE, 207 FEET EASTERLY FROM THE NORTHEAST CORNER
 PU1745'OF THE NEW CHICAGO AND NORTHWESTERN RAILWAY STATION, IN SECTION 10,
 PU1745'T 8 N, R 2 E, 50 FEET SOUTH OF THE CENTER LINE OF RAILROAD STREET,
 PU1745'32 FEET EAST OF THE CENTER LINE OF 6TH AVENUE, 141 FEET NORTHERLY
 PU1745'AND ACROSS THE TRACKS FROM THE NORTHWEST CORNER OF THE NEW
 PU1745'LAMPERT LUMBER COMPANY BUILDING, ABOUT LEVEL WITH THE SIDEWALK
 PU1745'ALONG THE WEST PROPERTY LINE OF RAILWAY TRACK 9, BELIEVED TO BE
 PU1745'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0296 ***********************************************************************
 QT0296  DESIGNATION -  D 26
 QT0296  PID         -  QT0296
 QT0296  STATE/COUNTY-  SD/HARDING
 QT0296  COUNTRY     -  US
 QT0296  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0296
 QT0296                         *CURRENT SURVEY CONTROL
 QT0296  ______________________________________________________________________
 QT0296* NAD 83(1986) POSITION- 45 13 59.     (N) 103 33 02.     (W)   SCALED
 QT0296* NAVD 88 ORTHO HEIGHT -   967.402 (meters)     3173.88  (feet) ADJUSTED
 QT0296  ______________________________________________________________________
 QT0296  GEOID HEIGHT    -        -16.240 (meters)                     GEOID18
 QT0296  DYNAMIC HEIGHT  -        967.190 (meters)     3173.19  (feet) COMP
 QT0296  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 QT0296
 QT0296  VERT ORDER      -  FIRST     CLASS II
 QT0296
 QT0296.The horizontal coordinates were scaled from a map and have
 QT0296.an estimated accuracy of +/- 6 seconds.
 QT0296
 QT0296.The orthometric height was determined by differential leveling and
 QT0296.adjusted by the NATIONAL GEODETIC SURVEY
 QT0296.in June 1991.
 QT0296
 QT0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0296.GEOID18 height accuracy estimate available here.
 QT0296
 QT0296.Click photographs - Photos may exist for this station.
 QT0296
 QT0296.The dynamic height is computed by dividing the NAVD 88
 QT0296.geopotential number by the normal gravity value computed on the
 QT0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0296.degrees latitude (g = 980.6199 gals.).
 QT0296
 QT0296.The modeled gravity was interpolated from observed gravity values.
 QT0296
 QT0296;                    North         East    Units  Estimated Accuracy
 QT0296;SPC SD N     -   161,650.      321,290.      MT  (+/- 180 meters Scaled)
 QT0296
 QT0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137098(NAD 83)
 QT0296
 QT0296                          SUPERSEDED SURVEY CONTROL
 QT0296
 QT0296  NGVD 29 (??/??/92)  966.903  (m)         3172.25   (f) ADJ UNCH    1 2
 QT0296
 QT0296.Superseded values are not recommended for survey control.
 QT0296
 QT0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0296.See file dsdata.pdf to determine how the superseded data were derived.
 QT0296
 QT0296_MARKER: DB = BENCH MARK DISK
 QT0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0296_STAMPING: D 26 1934
 QT0296_MARK LOGO: CGS
 QT0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0296+STABILITY: SURFACE MOTION
 QT0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0296+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0296
 QT0296  HISTORY     - Date     Condition        Report By
 QT0296  HISTORY     - 1934     MONUMENTED       CGS
 QT0296  HISTORY     - 1972     GOOD             NGS
 QT0296  HISTORY     - 19980928 GOOD             NGS
 QT0296  HISTORY     - 20080423 GOOD             INDIV
 QT0296
 QT0296                          STATION DESCRIPTION
 QT0296
 QT0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QT0296'24.4 MI S FROM BUFFALO.
 QT0296'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  U.S.
 QT0296'HIGHWAY 85 IS BEING RE-ROUTED EAST OF ITS PRESENT ROUTE AT THIS
 QT0296'POINT.  THE MARK IS IN PASTURE LAND, ABOUT 24.4 MILES SOUTH OF
 QT0296'BUFFALO, AT THE SITE OF THE CROW BUTTES, 610 FEET WEST OF THE
 QT0296'CENTER OF THE NEW HIGHWAY 85, 185 FEET SOUTH OF THE MOST NORTHERLY
 QT0296'BUTTE, 147 FEET SOUTHEAST OF ANOTHER OF THE BUTTES, 200 FEET
 QT0296'SOUTH OF THE DRAW BETWEEN THE BUTTES, AND SET IN A SQUARE CONCRETE
 QT0296'POST WHICH PROJECTS 4-INCHES.  A WITNESS POST WAS NOT SET.  IT
 QT0296'IS AT STATE HIGHWAY STATION NO. 532.
 QT0296
 QT0296                          STATION RECOVERY (1998)
 QT0296
 QT0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0296'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0296'COUNTY ROAD 732 IN REDIG, 188.0 M (616.8 FT) WEST OF THE HIGHWAY
 QT0296'CENTERLINE, 71.0 M (232.9 FT) SOUTHEAST OF THE CENTER OF AN OLD ROAD
 QT0296'BED WHERE IT PASSES THROUGH A GAP, 17.8 M (58.4 FT) NORTHEAST OF THE
 QT0296'CENTER OF THE ROAD BED, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE BED, 0.3
 QT0296'M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 QT0296'(0.3 FT) ABOVE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QT0296'OWNED BY DAVID JUNEK, BOX 6, REDIG, SD 57776.
 QT0296
 QT0296                          STATION RECOVERY (2008)
 QT0296
 QT0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ML)
 QT0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0253 ***********************************************************************
 QR0253  DESIGNATION -  D 27
 QR0253  PID         -  QR0253
 QR0253  STATE/COUNTY-  SD/EDMUNDS
 QR0253  COUNTRY     -  US
 QR0253  USGS QUAD   -  GRETNA (2017)
 QR0253
 QR0253                         *CURRENT SURVEY CONTROL
 QR0253  ______________________________________________________________________
 QR0253* NAD 83(1986) POSITION- 45 26 59.     (N) 099 30 44.     (W)   SCALED
 QR0253* NAVD 88 ORTHO HEIGHT -   584.649 (meters)     1918.14  (feet) ADJUSTED
 QR0253  ______________________________________________________________________
 QR0253  GEOID HEIGHT    -        -22.899 (meters)                     GEOID18
 QR0253  DYNAMIC HEIGHT  -        584.587 (meters)     1917.93  (feet) COMP
 QR0253  MODELED GRAVITY -    980,490.0   (mgal)                       NAVD 88
 QR0253
 QR0253  VERT ORDER      -  FIRST     CLASS II
 QR0253
 QR0253.The horizontal coordinates were scaled from a map and have
 QR0253.an estimated accuracy of +/- 6 seconds.
 QR0253
 QR0253.The orthometric height was determined by differential leveling and
 QR0253.adjusted by the NATIONAL GEODETIC SURVEY
 QR0253.in June 1991.
 QR0253
 QR0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0253.GEOID18 height accuracy estimate available here.
 QR0253
 QR0253.Click photographs - Photos may exist for this station.
 QR0253
 QR0253.The dynamic height is computed by dividing the NAVD 88
 QR0253.geopotential number by the normal gravity value computed on the
 QR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0253.degrees latitude (g = 980.6199 gals.).
 QR0253
 QR0253.The modeled gravity was interpolated from observed gravity values.
 QR0253
 QR0253;                    North         East    Units  Estimated Accuracy
 QR0253;SPC SD N     -   179,740.      638,160.      MT  (+/- 180 meters Scaled)
 QR0253
 QR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR599330(NAD 83)
 QR0253
 QR0253                          SUPERSEDED SURVEY CONTROL
 QR0253
 QR0253  NGVD 29 (??/??/92)  584.260  (m)         1916.86   (f) ADJ UNCH    1 2
 QR0253
 QR0253.Superseded values are not recommended for survey control.
 QR0253
 QR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0253.See file dsdata.pdf to determine how the superseded data were derived.
 QR0253
 QR0253_MARKER: DB = BENCH MARK DISK
 QR0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0253_STAMPING: D 27 1934
 QR0253_MARK LOGO: CGS
 QR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0253+STABILITY: SURFACE MOTION
 QR0253
 QR0253  HISTORY     - Date     Condition        Report By
 QR0253  HISTORY     - 1934     MONUMENTED       CGS
 QR0253  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0253
 QR0253                          STATION DESCRIPTION
 QR0253
 QR0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0253'7.4 MI E FROM BOWDLE.
 QR0253'7.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0253'RAILROAD FROM BOWDLE, EDMUNDS COUNTY, AT GRETNA, ABOUT 65 YARDS
 QR0253'SOUTHEAST OF MILEPOST 50, ABOUT 200 YARDS NORTHEAST OF A LARGE
 QR0253'RED ELEVATOR, ABOUT 51 YARDS SOUTHEAST OF THE CENTER LINE OF THE
 QR0253'MAIN TRACK, 12 FEET SOUTHEAST OF A DIM ROAD ON THE RIGHT-OF-WAY,
 QR0253'AND 9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QR0253'DISK, STAMPED D 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0253
 QR0253                          STATION RECOVERY (1997)
 QR0253
 QR0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0253'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0094 ***********************************************************************
 QS0094  DESIGNATION -  D 28
 QS0094  PID         -  QS0094
 QS0094  STATE/COUNTY-  SD/WALWORTH
 QS0094  COUNTRY     -  US
 QS0094  USGS QUAD   -  GLENHAM (2017)
 QS0094
 QS0094                         *CURRENT SURVEY CONTROL
 QS0094  ______________________________________________________________________
 QS0094* NAD 83(1986) POSITION- 45 31 13.     (N) 100 17 56.     (W)   SCALED
 QS0094* NAVD 88 ORTHO HEIGHT -   509.777 (meters)     1672.49  (feet) ADJUSTED
 QS0094  ______________________________________________________________________
 QS0094  GEOID HEIGHT    -        -22.026 (meters)                     GEOID18
 QS0094  DYNAMIC HEIGHT  -        509.728 (meters)     1672.33  (feet) COMP
 QS0094  MODELED GRAVITY -    980,503.2   (mgal)                       NAVD 88
 QS0094
 QS0094  VERT ORDER      -  FIRST     CLASS II
 QS0094
 QS0094.The horizontal coordinates were scaled from a map and have
 QS0094.an estimated accuracy of +/- 6 seconds.
 QS0094
 QS0094.The orthometric height was determined by differential leveling and
 QS0094.adjusted by the NATIONAL GEODETIC SURVEY
 QS0094.in June 1991.
 QS0094
 QS0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0094.GEOID18 height accuracy estimate available here.
 QS0094
 QS0094.Click photographs - Photos may exist for this station.
 QS0094
 QS0094.The dynamic height is computed by dividing the NAVD 88
 QS0094.geopotential number by the normal gravity value computed on the
 QS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0094.degrees latitude (g = 980.6199 gals.).
 QS0094
 QS0094.The modeled gravity was interpolated from observed gravity values.
 QS0094
 QS0094;                    North         East    Units  Estimated Accuracy
 QS0094;SPC SD N     -   187,510.      576,650.      MT  (+/- 180 meters Scaled)
 QS0094
 QS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR985415(NAD 83)
 QS0094
 QS0094                          SUPERSEDED SURVEY CONTROL
 QS0094
 QS0094  NGVD 29 (??/??/92)  509.414  (m)         1671.30   (f) ADJ UNCH    1 2
 QS0094
 QS0094.Superseded values are not recommended for survey control.
 QS0094
 QS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0094.See file dsdata.pdf to determine how the superseded data were derived.
 QS0094
 QS0094_MARKER: DB = BENCH MARK DISK
 QS0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0094_STAMPING: D 28 1934
 QS0094_MARK LOGO: CGS
 QS0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0094+STABILITY: SURFACE MOTION
 QS0094
 QS0094  HISTORY     - Date     Condition        Report By
 QS0094  HISTORY     - 1934     MONUMENTED       CGS
 QS0094  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0094
 QS0094                          STATION DESCRIPTION
 QS0094
 QS0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0094'1.5 MI SW FROM GLENHAM.
 QS0094'1.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0094'PACIFIC RAILROAD FROM GLENHAM, WALWORTH COUNTY, 8 FEET
 QS0094'EAST OF MILEPOST 91, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE
 QS0094'TRACK, AND 9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QS0094'DISK, STAMPED D 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0094'NOTE-- RAILROAD HAS BEEN REROUTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0002 ***********************************************************************
 QT0002  DESIGNATION -  D 29
 QT0002  PID         -  QT0002
 QT0002  STATE/COUNTY-  SD/PERKINS
 QT0002  COUNTRY     -  US
 QT0002  USGS QUAD   -  MEADOW (2017)
 QT0002
 QT0002                         *CURRENT SURVEY CONTROL
 QT0002  ______________________________________________________________________
 QT0002* NAD 83(1986) POSITION- 45 31 50.     (N) 102 12 31.     (W)   SCALED
 QT0002* NAVD 88 ORTHO HEIGHT -   797.910 (meters)     2617.81  (feet) ADJUSTED
 QT0002  ______________________________________________________________________
 QT0002  GEOID HEIGHT    -        -18.746 (meters)                     GEOID18
 QT0002  DYNAMIC HEIGHT  -        797.788 (meters)     2617.41  (feet) COMP
 QT0002  MODELED GRAVITY -    980,436.7   (mgal)                       NAVD 88
 QT0002
 QT0002  VERT ORDER      -  FIRST     CLASS II
 QT0002
 QT0002.The horizontal coordinates were scaled from a map and have
 QT0002.an estimated accuracy of +/- 6 seconds.
 QT0002
 QT0002.The orthometric height was determined by differential leveling and
 QT0002.adjusted by the NATIONAL GEODETIC SURVEY
 QT0002.in June 1991.
 QT0002
 QT0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0002.GEOID18 height accuracy estimate available here.
 QT0002
 QT0002.Click photographs - Photos may exist for this station.
 QT0002
 QT0002.The dynamic height is computed by dividing the NAVD 88
 QT0002.geopotential number by the normal gravity value computed on the
 QT0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0002.degrees latitude (g = 980.6199 gals.).
 QT0002
 QT0002.The modeled gravity was interpolated from observed gravity values.
 QT0002
 QT0002;                    North         East    Units  Estimated Accuracy
 QT0002;SPC SD N     -   190,960.      427,500.      MT  (+/- 180 meters Scaled)
 QT0002
 QT0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL179456(NAD 83)
 QT0002
 QT0002                          SUPERSEDED SURVEY CONTROL
 QT0002
 QT0002  NGVD 29 (??/??/92)  797.464  (m)         2616.35   (f) ADJ UNCH    1 2
 QT0002
 QT0002.Superseded values are not recommended for survey control.
 QT0002
 QT0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0002.See file dsdata.pdf to determine how the superseded data were derived.
 QT0002
 QT0002_MARKER: DB = BENCH MARK DISK
 QT0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0002_STAMPING: D 29 1934
 QT0002_MARK LOGO: CGS
 QT0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0002+STABILITY: SURFACE MOTION
 QT0002
 QT0002  HISTORY     - Date     Condition        Report By
 QT0002  HISTORY     - 1934     MONUMENTED       CGS
 QT0002  HISTORY     - 1941     GOOD             CGS
 QT0002  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0002
 QT0002                          STATION DESCRIPTION
 QT0002
 QT0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0002'0.2 MI NE FROM MEADOW.
 QT0002'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM MEADOW, PERKINS COUNTY,
 QT0002'AT A ROAD INTERSECTION, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QT0002'CROSS ROAD, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QT0002'AND 14 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED D
 QT0002'29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0002
 QT0002                          STATION RECOVERY (1999)
 QT0002
 QT0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0002'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0297 ***********************************************************************
 QR0297  DESIGNATION -  D 295
 QR0297  PID         -  QR0297
 QR0297  STATE/COUNTY-  SD/WALWORTH
 QR0297  COUNTRY     -  US
 QR0297  USGS QUAD   -  LOWRY (2017)
 QR0297
 QR0297                         *CURRENT SURVEY CONTROL
 QR0297  ______________________________________________________________________
 QR0297* NAD 83(1986) POSITION- 45 19 38.     (N) 099 58 33.     (W)   SCALED
 QR0297* NAVD 88 ORTHO HEIGHT -   571.012 (meters)     1873.40  (feet) ADJUSTED
 QR0297  ______________________________________________________________________
 QR0297  GEOID HEIGHT    -        -22.292 (meters)                     GEOID18
 QR0297  DYNAMIC HEIGHT  -        570.948 (meters)     1873.19  (feet) COMP
 QR0297  MODELED GRAVITY -    980,485.1   (mgal)                       NAVD 88
 QR0297
 QR0297  VERT ORDER      -  SECOND    CLASS 0
 QR0297
 QR0297.The horizontal coordinates were scaled from a map and have
 QR0297.an estimated accuracy of +/- 6 seconds.
 QR0297
 QR0297.The orthometric height was determined by differential leveling and
 QR0297.adjusted by the NATIONAL GEODETIC SURVEY
 QR0297.in June 1991.
 QR0297
 QR0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0297.GEOID18 height accuracy estimate available here.
 QR0297
 QR0297.Click photographs - Photos may exist for this station.
 QR0297
 QR0297.The dynamic height is computed by dividing the NAVD 88
 QR0297.geopotential number by the normal gravity value computed on the
 QR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0297.degrees latitude (g = 980.6199 gals.).
 QR0297
 QR0297.The modeled gravity was interpolated from observed gravity values.
 QR0297
 QR0297;                    North         East    Units  Estimated Accuracy
 QR0297;SPC SD N     -   166,010.      601,890.      MT  (+/- 180 meters Scaled)
 QR0297
 QR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR235197(NAD 83)
 QR0297
 QR0297                          SUPERSEDED SURVEY CONTROL
 QR0297
 QR0297  NGVD 29 (??/??/92)  570.643  (m)         1872.18   (f) ADJ UNCH    2 0
 QR0297
 QR0297.Superseded values are not recommended for survey control.
 QR0297
 QR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0297.See file dsdata.pdf to determine how the superseded data were derived.
 QR0297
 QR0297_MARKER: DB = BENCH MARK DISK
 QR0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0297_SP_SET: BRIDGE
 QR0297_STAMPING: D 295 1940
 QR0297_MARK LOGO: CGS
 QR0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0297
 QR0297  HISTORY     - Date     Condition        Report By
 QR0297  HISTORY     - 1940     MONUMENTED       CGS
 QR0297  HISTORY     - 20040210 MARK NOT FOUND   DUCKS
 QR0297
 QR0297                          STATION DESCRIPTION
 QR0297
 QR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0297'15.6 MI S FROM SELBY.
 QR0297'15.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QR0297'SELBY, WALWORTH COUNTY, AT A BRIDGE WITH A PIPE GUARDRAIL, IN THE
 QR0297'TOP OF THE SOUTHWEST HIGH HEADWALL, 10.9 FEET WEST OF THE
 QR0297'CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 QR0297'POST, AND 3.6 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 QR0297'STAMPED D 295 1940.
 QR0297
 QR0297                          STATION RECOVERY (2004)
 QR0297
 QR0297'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 QR0297'THIS BRIDGE HAS BEEN REPLACED SINCE 1940 WITH A NEWER STYLE BOX
 QR0297'CULVERT TYPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0252 ***********************************************************************
 PS0252  DESIGNATION -  D 296
 PS0252  PID         -  PS0252
 PS0252  STATE/COUNTY-  SD/HAND
 PS0252  COUNTRY     -  US
 PS0252  USGS QUAD   -  MILLER (2017)
 PS0252
 PS0252                         *CURRENT SURVEY CONTROL
 PS0252  ______________________________________________________________________
 PS0252* NAD 83(1986) POSITION- 44 30 49.55   (N) 098 53 09.17   (W)   HD_HELD1
 PS0252* NAVD 88 ORTHO HEIGHT -   461.526 (meters)     1514.19  (feet) ADJUSTED
 PS0252  ______________________________________________________________________
 PS0252  GEOID HEIGHT    -        -24.667 (meters)                     GEOID18
 PS0252  DYNAMIC HEIGHT  -        461.438 (meters)     1513.90  (feet) COMP
 PS0252  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 PS0252
 PS0252  VERT ORDER      -  SECOND    CLASS 0
 PS0252
 PS0252.The horizontal coordinates were determined by differentially corrected
 PS0252.hand held GPS observations or other comparable positioning techniques
 PS0252.and have an estimated accuracy of +/- 3 meters.
 PS0252
 PS0252.The orthometric height was determined by differential leveling and
 PS0252.adjusted by the NATIONAL GEODETIC SURVEY
 PS0252.in June 1991.
 PS0252
 PS0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0252.GEOID18 height accuracy estimate available here.
 PS0252
 PS0252.Click photographs - Photos may exist for this station.
 PS0252
 PS0252.The dynamic height is computed by dividing the NAVD 88
 PS0252.geopotential number by the normal gravity value computed on the
 PS0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0252.degrees latitude (g = 980.6199 gals.).
 PS0252
 PS0252.The modeled gravity was interpolated from observed gravity values.
 PS0252
 PS0252;                    North         East    Units  Estimated Accuracy
 PS0252;SPC SD N     -    76,220.6     688,580.3     MT  (+/- 3 meters HH1 GPS) 
 PS0252
 PS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0907028944(NAD 83)
 PS0252
 PS0252                          SUPERSEDED SURVEY CONTROL
 PS0252
 PS0252  NGVD 29 (??/??/92)  461.203  (m)         1513.13   (f) ADJ UNCH    2 0
 PS0252
 PS0252.Superseded values are not recommended for survey control.
 PS0252
 PS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0252.See file dsdata.pdf to determine how the superseded data were derived.
 PS0252
 PS0252_MARKER: DB = BENCH MARK DISK
 PS0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0252_SP_SET: CULVERT HEADWALL
 PS0252_STAMPING: D 296 1940
 PS0252_MARK LOGO: CGS
 PS0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0252+STABILITY: SURFACE MOTION
 PS0252
 PS0252  HISTORY     - Date     Condition        Report By
 PS0252  HISTORY     - 1940     MONUMENTED       CGS
 PS0252  HISTORY     - 19941102 MARK NOT FOUND   NGS
 PS0252
 PS0252                          STATION DESCRIPTION
 PS0252
 PS0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0252'2.7 MI E FROM ST LAWRENCE.
 PS0252'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0252'FROM THE STATION AT ST. LAWRENCE, HAND COUNTY, ABOUT 0.1
 PS0252'MILE WEST OF A SECTION-LINE ROAD, AT 4-FOOT CONCRETE PIPE
 PS0252'CULVERT 175, IN THE TOP OF THE SOUTH END, 11.5 FEET SOUTH OF THE
 PS0252'SOUTH RAIL, AND 2.1 FEET EAST OF A WHITE REFERENCE POST.  A
 PS0252'STANDARD DISK, STAMPED D 296 1940.
 PS0252
 PS0252                          STATION RECOVERY (1994)
 PS0252
 PS0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0252'THE HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0446 ***********************************************************************
 QS0446  DESIGNATION -  D 298
 QS0446  PID         -  QS0446
 QS0446  STATE/COUNTY-  SD/CORSON
 QS0446  COUNTRY     -  US
 QS0446  USGS QUAD   -  TATANKA LAKE (2017)
 QS0446
 QS0446                         *CURRENT SURVEY CONTROL
 QS0446  ______________________________________________________________________
 QS0446* NAD 83(1986) POSITION- 45 55 36.     (N) 101 09 25.     (W)   SCALED
 QS0446* NAVD 88 ORTHO HEIGHT -   680.524 (meters)     2232.69  (feet) ADJUSTED
 QS0446  ______________________________________________________________________
 QS0446  GEOID HEIGHT    -        -20.774 (meters)                     GEOID18
 QS0446  DYNAMIC HEIGHT  -        680.455 (meters)     2232.46  (feet) COMP
 QS0446  MODELED GRAVITY -    980,491.8   (mgal)                       NAVD 88
 QS0446
 QS0446  VERT ORDER      -  SECOND    CLASS 0
 QS0446
 QS0446.The horizontal coordinates were scaled from a map and have
 QS0446.an estimated accuracy of +/- 6 seconds.
 QS0446
 QS0446.The orthometric height was determined by differential leveling and
 QS0446.adjusted by the NATIONAL GEODETIC SURVEY
 QS0446.in June 1991.
 QS0446
 QS0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0446.GEOID18 height accuracy estimate available here.
 QS0446
 QS0446.Click photographs - Photos may exist for this station.
 QS0446
 QS0446.The dynamic height is computed by dividing the NAVD 88
 QS0446.geopotential number by the normal gravity value computed on the
 QS0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0446.degrees latitude (g = 980.6199 gals.).
 QS0446
 QS0446.The modeled gravity was interpolated from observed gravity values.
 QS0446
 QS0446;                    North         East    Units  Estimated Accuracy
 QS0446;SPC SD N     -   233,270.      510,260.      MT  (+/- 180 meters Scaled)
 QS0446
 QS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR327881(NAD 83)
 QS0446
 QS0446                          SUPERSEDED SURVEY CONTROL
 QS0446
 QS0446  NGVD 29 (??/??/92)  680.042  (m)         2231.10   (f) ADJ UNCH    2 0
 QS0446
 QS0446.Superseded values are not recommended for survey control.
 QS0446
 QS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0446.See file dsdata.pdf to determine how the superseded data were derived.
 QS0446
 QS0446_MARKER: DB = BENCH MARK DISK
 QS0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0446_STAMPING: D 298 1940
 QS0446_MARK LOGO: CGS
 QS0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0446+STABILITY: SURFACE MOTION
 QS0446
 QS0446  HISTORY     - Date     Condition        Report By
 QS0446  HISTORY     - 1940     MONUMENTED       CGS
 QS0446
 QS0446                          STATION DESCRIPTION
 QS0446
 QS0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0446'2.4 MI E FROM TATANKA.
 QS0446'2.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0446'RAILROAD FROM THE STATION AT TATANKA, CORSON COUNTY, ABOUT 5
 QS0446'POLES EAST OF MILEPOST 854, AT A ROAD CROSSING, 43 FEET SOUTH
 QS0446'OF THE CENTER LINE OF THE TRACK, 35 FEET WEST OF THE CENTER
 QS0446'LINE OF THE ROAD, 9 FEET WEST OF A POLE, 6 FEET NORTH OF THE
 QS0446'RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE REFERENCE POST
 QS0446'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED D 298 1940 AND SET
 QS0446'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 QS0446'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0026 ***********************************************************************
 OS0026  DESIGNATION -  D 299
 OS0026  PID         -  OS0026
 OS0026  STATE/COUNTY-  SD/TRIPP
 OS0026  COUNTRY     -  US
 OS0026  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 OS0026
 OS0026                         *CURRENT SURVEY CONTROL
 OS0026  ______________________________________________________________________
 OS0026* NAD 83(1986) POSITION- 43 41 35.     (N) 100 01 15.     (W)   SCALED
 OS0026* NAVD 88 ORTHO HEIGHT -   524.485 (meters)     1720.75  (feet) ADJUSTED
 OS0026  ______________________________________________________________________
 OS0026  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 OS0026  DYNAMIC HEIGHT  -        524.315 (meters)     1720.19  (feet) COMP
 OS0026  MODELED GRAVITY -    980,281.2   (mgal)                       NAVD 88
 OS0026
 OS0026  VERT ORDER      -  SECOND    CLASS 0
 OS0026
 OS0026.The horizontal coordinates were scaled from a map and have
 OS0026.an estimated accuracy of +/- 6 seconds.
 OS0026
 OS0026.The orthometric height was determined by differential leveling and
 OS0026.adjusted by the NATIONAL GEODETIC SURVEY
 OS0026.in June 1991.
 OS0026
 OS0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0026.GEOID18 height accuracy estimate available here.
 OS0026
 OS0026.Click photographs - Photos may exist for this station.
 OS0026
 OS0026.The dynamic height is computed by dividing the NAVD 88
 OS0026.geopotential number by the normal gravity value computed on the
 OS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0026.degrees latitude (g = 980.6199 gals.).
 OS0026
 OS0026.The modeled gravity was interpolated from observed gravity values.
 OS0026
 OS0026;                    North         East    Units  Estimated Accuracy
 OS0026;SPC SD S     -   151,100.      625,190.      MT  (+/- 180 meters Scaled)
 OS0026
 OS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP177382(NAD 83)
 OS0026
 OS0026                          SUPERSEDED SURVEY CONTROL
 OS0026
 OS0026  NGVD 29 (??/??/92)  524.105  (m)         1719.50   (f) ADJ UNCH    2 0
 OS0026
 OS0026.Superseded values are not recommended for survey control.
 OS0026
 OS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0026.See file dsdata.pdf to determine how the superseded data were derived.
 OS0026
 OS0026_MARKER: DB = BENCH MARK DISK
 OS0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0026_SP_SET: CULVERT HEADWALL
 OS0026_STAMPING: D 299 1940
 OS0026_MARK LOGO: CGS
 OS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0026+STABILITY: SURFACE MOTION
 OS0026
 OS0026  HISTORY     - Date     Condition        Report By
 OS0026  HISTORY     - 1940     MONUMENTED       CGS
 OS0026
 OS0026                          STATION DESCRIPTION
 OS0026
 OS0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0026'16.5 MI SE FROM PRESHO.
 OS0026'16.5 MILE SOUTH-EAST OF THE C.M. ST. PAUL AND PACIFIC RAILROAD
 OS0026'STATION AT PRESHO, 1 MILES SOUTH OF THE WHITE RIVER BRIDGE,
 OS0026'13 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, SET IN THE
 OS0026'EAST HEAD-WALL OF A CONCRETE CULVERT, 5 FEET SOUTH OF A WHITE
 OS0026'MARKER STENCILED U.S.B.M.  STANDARD DISK STAMPED D-299 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0314 ***********************************************************************
 OQ0314  DESIGNATION -  D 3
 OQ0314  PID         -  OQ0314
 OQ0314  STATE/COUNTY-  SD/MINNEHAHA
 OQ0314  COUNTRY     -  US
 OQ0314  USGS QUAD   -  RENNER (2017)
 OQ0314
 OQ0314                         *CURRENT SURVEY CONTROL
 OQ0314  ______________________________________________________________________
 OQ0314* NAD 83(1986) POSITION- 43 44 48.64   (N) 096 44 26.21   (W)   HD_HELD1
 OQ0314* NAVD 88 ORTHO HEIGHT -   444.967 (meters)     1459.86  (feet) ADJUSTED
 OQ0314  ______________________________________________________________________
 OQ0314  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 OQ0314  DYNAMIC HEIGHT  -        444.860 (meters)     1459.51  (feet) COMP
 OQ0314  MODELED GRAVITY -    980,364.2   (mgal)                       NAVD 88
 OQ0314
 OQ0314  VERT ORDER      -  FIRST     CLASS II
 OQ0314
 OQ0314.The horizontal coordinates were determined by differentially corrected
 OQ0314.hand held GPS observations or other comparable positioning techniques
 OQ0314.and have an estimated accuracy of +/- 3 meters.
 OQ0314
 OQ0314.The orthometric height was determined by differential leveling and
 OQ0314.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0314.in June 1991.
 OQ0314
 OQ0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0314.GEOID18 height accuracy estimate available here.
 OQ0314
 OQ0314.Click photographs - Photos may exist for this station.
 OQ0314
 OQ0314.The dynamic height is computed by dividing the NAVD 88
 OQ0314.geopotential number by the normal gravity value computed on the
 OQ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0314.degrees latitude (g = 980.6199 gals.).
 OQ0314
 OQ0314.The modeled gravity was interpolated from observed gravity values.
 OQ0314
 OQ0314;                    North         East    Units  Estimated Accuracy
 OQ0314;SPC SD S     -   163,286.5     889,264.3     MT  (+/- 3 meters HH1 GPS) 
 OQ0314
 OQ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8191446236(NAD 83)
 OQ0314
 OQ0314                          SUPERSEDED SURVEY CONTROL
 OQ0314
 OQ0314  NGVD 29 (??/??/92)  444.688  (m)         1458.95   (f) ADJ UNCH    1 2
 OQ0314
 OQ0314.Superseded values are not recommended for survey control.
 OQ0314
 OQ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0314.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0314
 OQ0314_MARKER: P = PIPE CAP
 OQ0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0314_STAMPING: ELEV 1458.980 FT
 OQ0314_MARK LOGO: CGS
 OQ0314_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0314+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2011
 OQ0314
 OQ0314  HISTORY     - Date     Condition        Report By
 OQ0314  HISTORY     - 1905     MONUMENTED       CGS
 OQ0314  HISTORY     - 1949     GOOD             CGS
 OQ0314  HISTORY     - 20110321 GOOD             INDIV
 OQ0314
 OQ0314                          STATION DESCRIPTION
 OQ0314
 OQ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0314'1 MI S FROM BALTIC.
 OQ0314'1.0 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0314'RAILROAD FROM THE STATION AT BALTIC, AT A ROAD CROSSING, 52.0
 OQ0314'FEET NORTH OF THE CENTER LINE OF THE ROAD, 48.2 FEET EAST OF
 OQ0314'THE EAST RAIL OF THE TRACK, 32.7 FEET SOUTHEAST OF THE FOURTH
 OQ0314'POLE NORTH OF MILEPOST 84, 2.0 FEET EAST OF A FENCE, 1.0 FOOT
 OQ0314'NORTH OF A REFERENCE POST, A BENCH MARK CAP ON TOP OF AN IRON
 OQ0314'PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OQ0314
 OQ0314                          STATION RECOVERY (2011)
 OQ0314
 OQ0314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0591 ***********************************************************************
 OS0591  DESIGNATION -  D 3 U
 OS0591  PID         -  OS0591
 OS0591  STATE/COUNTY-  SD/JACKSON
 OS0591  COUNTRY     -  US
 OS0591  USGS QUAD   -  COTTONWOOD (2017)
 OS0591
 OS0591                         *CURRENT SURVEY CONTROL
 OS0591  ______________________________________________________________________
 OS0591* NAD 83(1986) POSITION- 43 57 40.     (N) 101 56 14.     (W)   SCALED
 OS0591* NAVD 88 ORTHO HEIGHT -   779.752 (meters)     2558.24  (feet) ADJUSTED
 OS0591  ______________________________________________________________________
 OS0591  GEOID HEIGHT    -        -20.082 (meters)                     GEOID18
 OS0591  DYNAMIC HEIGHT  -        779.517 (meters)     2557.47  (feet) COMP
 OS0591  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 OS0591
 OS0591  VERT ORDER      -  SECOND    CLASS 0
 OS0591
 OS0591.The horizontal coordinates were scaled from a map and have
 OS0591.an estimated accuracy of +/- 6 seconds.
 OS0591
 OS0591.The orthometric height was determined by differential leveling and
 OS0591.adjusted by the NATIONAL GEODETIC SURVEY
 OS0591.in June 1991.
 OS0591
 OS0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0591.GEOID18 height accuracy estimate available here.
 OS0591
 OS0591.Click photographs - Photos may exist for this station.
 OS0591
 OS0591.The dynamic height is computed by dividing the NAVD 88
 OS0591.geopotential number by the normal gravity value computed on the
 OS0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0591.degrees latitude (g = 980.6199 gals.).
 OS0591
 OS0591.The modeled gravity was interpolated from observed gravity values.
 OS0591
 OS0591;                    North         East    Units  Estimated Accuracy
 OS0591;SPC SD S     -   182,080.      471,290.      MT  (+/- 180 meters Scaled)
 OS0591
 OS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP643717(NAD 83)
 OS0591
 OS0591                          SUPERSEDED SURVEY CONTROL
 OS0591
 OS0591  NGVD 29 (??/??/92)  779.302  (m)         2556.76   (f) ADJ UNCH    2 0
 OS0591
 OS0591.Superseded values are not recommended for survey control.
 OS0591
 OS0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0591.See file dsdata.pdf to determine how the superseded data were derived.
 OS0591
 OS0591_MARKER: DS = TRIANGULATION STATION DISK
 OS0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0591_STAMPING: D 3 U 1961
 OS0591_MARK LOGO: CGS
 OS0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0591+STABILITY: SURFACE MOTION
 OS0591
 OS0591  HISTORY     - Date     Condition        Report By
 OS0591  HISTORY     - 1961     MONUMENTED       CGS
 OS0591  HISTORY     - 1962     GOOD             CGS
 OS0591
 OS0591                          STATION DESCRIPTION
 OS0591
 OS0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0591'2.2 MI SW FROM COTTONWOOD.
 OS0591'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0591'AT COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14,
 OS0591'THENCE 0.35 MILE WEST ALONG OLD HIGHWAY 14, THENCE 0.45 MILE
 OS0591'SOUTH-SOUTHWEST ACROSS COUNTRY TO THE CREST OF A LOW RIDGE, ABOUT
 OS0591'0.2 MILE EAST OF A POWER POLE WHICH IS IN A NORTH-SOUTH POWER
 OS0591'LINE IN SECTION 14, T 1 S, R 18 E, AND SET IN THE TOP OF A
 OS0591'CONCRETE POST WHICH PROJECTS 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0592 ***********************************************************************
 OS0592  DESIGNATION -  D 3 U RM 1
 OS0592  PID         -  OS0592
 OS0592  STATE/COUNTY-  SD/JACKSON
 OS0592  COUNTRY     -  US
 OS0592  USGS QUAD   -  COTTONWOOD (2017)
 OS0592
 OS0592                         *CURRENT SURVEY CONTROL
 OS0592  ______________________________________________________________________
 OS0592* NAD 83(1986) POSITION- 43 57 40.     (N) 101 56 14.     (W)   SCALED
 OS0592* NAVD 88 ORTHO HEIGHT -   778.877 (meters)     2555.37  (feet) ADJUSTED
 OS0592  ______________________________________________________________________
 OS0592  GEOID HEIGHT    -        -20.082 (meters)                     GEOID18
 OS0592  DYNAMIC HEIGHT  -        778.643 (meters)     2554.60  (feet) COMP
 OS0592  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 OS0592
 OS0592  VERT ORDER      -  SECOND    CLASS 0
 OS0592
 OS0592.The horizontal coordinates were scaled from a map and have
 OS0592.an estimated accuracy of +/- 6 seconds.
 OS0592
 OS0592.The orthometric height was determined by differential leveling and
 OS0592.adjusted by the NATIONAL GEODETIC SURVEY
 OS0592.in June 1991.
 OS0592
 OS0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0592.GEOID18 height accuracy estimate available here.
 OS0592
 OS0592.Click photographs - Photos may exist for this station.
 OS0592
 OS0592.The dynamic height is computed by dividing the NAVD 88
 OS0592.geopotential number by the normal gravity value computed on the
 OS0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0592.degrees latitude (g = 980.6199 gals.).
 OS0592
 OS0592.The modeled gravity was interpolated from observed gravity values.
 OS0592
 OS0592;                    North         East    Units  Estimated Accuracy
 OS0592;SPC SD S     -   182,080.      471,290.      MT  (+/- 180 meters Scaled)
 OS0592
 OS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP643717(NAD 83)
 OS0592
 OS0592                          SUPERSEDED SURVEY CONTROL
 OS0592
 OS0592  NGVD 29 (??/??/92)  778.428  (m)         2553.89   (f) ADJ UNCH    2 0
 OS0592
 OS0592.Superseded values are not recommended for survey control.
 OS0592
 OS0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0592.See file dsdata.pdf to determine how the superseded data were derived.
 OS0592
 OS0592_MARKER: DR = REFERENCE MARK DISK
 OS0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0592_STAMPING: D 3 U NO 1 1961
 OS0592_MARK LOGO: CGS
 OS0592_PROJECTION: FLUSH
 OS0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0592+STABILITY: SURFACE MOTION
 OS0592
 OS0592  HISTORY     - Date     Condition        Report By
 OS0592  HISTORY     - 1961     MONUMENTED       CGS
 OS0592  HISTORY     - 1962     GOOD             CGS
 OS0592
 OS0592                          STATION DESCRIPTION
 OS0592
 OS0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0592'2.2 MI SW FROM COTTONWOOD.
 OS0592'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0592'COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 OS0592'0.35 MILE WEST ALONG OLD HIGHWAY 14, THENCE 0.45 MILE SOUTH-SOUTHWEST
 OS0592'ACROSS COUNTRY TO THE CREST OF A LOW RIDGE, ABOUT 0.2 MILE EAST
 OS0592'OF A POWER POLE WHICH IS IN A NORTH-SOUTH POWER LINE IN SECTION
 OS0592'14, T 1 S, R 18 E, 43.8 FEET NORTHWEST OF D 3 U 1961, AND SET
 OS0592'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0590 ***********************************************************************
 OS0590  DESIGNATION -  D 3 U RM 2
 OS0590  PID         -  OS0590
 OS0590  STATE/COUNTY-  SD/JACKSON
 OS0590  COUNTRY     -  US
 OS0590  USGS QUAD   -  COTTONWOOD (2017)
 OS0590
 OS0590                         *CURRENT SURVEY CONTROL
 OS0590  ______________________________________________________________________
 OS0590* NAD 83(1986) POSITION- 43 57 40.     (N) 101 56 14.     (W)   SCALED
 OS0590* NAVD 88 ORTHO HEIGHT -   779.543 (meters)     2557.55  (feet) ADJUSTED
 OS0590  ______________________________________________________________________
 OS0590  GEOID HEIGHT    -        -20.082 (meters)                     GEOID18
 OS0590  DYNAMIC HEIGHT  -        779.308 (meters)     2556.78  (feet) COMP
 OS0590  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 OS0590
 OS0590  VERT ORDER      -  SECOND    CLASS 0
 OS0590
 OS0590.The horizontal coordinates were scaled from a map and have
 OS0590.an estimated accuracy of +/- 6 seconds.
 OS0590
 OS0590.The orthometric height was determined by differential leveling and
 OS0590.adjusted by the NATIONAL GEODETIC SURVEY
 OS0590.in June 1991.
 OS0590
 OS0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0590.GEOID18 height accuracy estimate available here.
 OS0590
 OS0590.Click photographs - Photos may exist for this station.
 OS0590
 OS0590.The dynamic height is computed by dividing the NAVD 88
 OS0590.geopotential number by the normal gravity value computed on the
 OS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0590.degrees latitude (g = 980.6199 gals.).
 OS0590
 OS0590.The modeled gravity was interpolated from observed gravity values.
 OS0590
 OS0590;                    North         East    Units  Estimated Accuracy
 OS0590;SPC SD S     -   182,080.      471,290.      MT  (+/- 180 meters Scaled)
 OS0590
 OS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP643717(NAD 83)
 OS0590
 OS0590                          SUPERSEDED SURVEY CONTROL
 OS0590
 OS0590  NGVD 29 (??/??/92)  779.093  (m)         2556.07   (f) ADJ UNCH    2 0
 OS0590
 OS0590.Superseded values are not recommended for survey control.
 OS0590
 OS0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0590.See file dsdata.pdf to determine how the superseded data were derived.
 OS0590
 OS0590_MARKER: DR = REFERENCE MARK DISK
 OS0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0590_STAMPING: D 3 U NO 2 1961
 OS0590_MARK LOGO: CGS
 OS0590_PROJECTION: FLUSH
 OS0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0590+STABILITY: SURFACE MOTION
 OS0590
 OS0590  HISTORY     - Date     Condition        Report By
 OS0590  HISTORY     - 1961     MONUMENTED       CGS
 OS0590  HISTORY     - 1962     GOOD             CGS
 OS0590
 OS0590                          STATION DESCRIPTION
 OS0590
 OS0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0590'2.2 MI SW FROM COTTONWOOD.
 OS0590'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0590'COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 OS0590'0.35 MILE WEST ALONG OLD HIGHWAY 14, THENCE 0.45 MILE
 OS0590'SOUTH-SOUTHWEST ACROSS COUNTRY TO THE CREST OF A LOW RIDGE, ABOUT
 OS0590'0.2 MILE EAST OF A POWER POLE WHICH IS IN A NORTH-SOUTH POWER
 OS0590'LINE IN SECTION 14, T 1 S, R 18 E, 44.6 FEET SOUTHWEST OF D 3
 OS0590'U 1961, AND SET IN A CONCRETE POST WHICH IS FLUSH WITH THE
 OS0590'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0588 ***********************************************************************
 OS0588  DESIGNATION -  D 3 V
 OS0588  PID         -  OS0588
 OS0588  STATE/COUNTY-  SD/JACKSON
 OS0588  COUNTRY     -  US
 OS0588  USGS QUAD   -  COTTONWOOD (2017)
 OS0588
 OS0588                         *CURRENT SURVEY CONTROL
 OS0588  ______________________________________________________________________
 OS0588* NAD 83(1986) POSITION- 43 57 38.     (N) 101 55 50.     (W)   SCALED
 OS0588* NAVD 88 ORTHO HEIGHT -   759.770 (meters)     2492.68  (feet) ADJUSTED
 OS0588  ______________________________________________________________________
 OS0588  GEOID HEIGHT    -        -20.108 (meters)                     GEOID18
 OS0588  DYNAMIC HEIGHT  -        759.540 (meters)     2491.92  (feet) COMP
 OS0588  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 OS0588
 OS0588  VERT ORDER      -  SECOND    CLASS 0
 OS0588
 OS0588.The horizontal coordinates were scaled from a map and have
 OS0588.an estimated accuracy of +/- 6 seconds.
 OS0588
 OS0588.The orthometric height was determined by differential leveling and
 OS0588.adjusted by the NATIONAL GEODETIC SURVEY
 OS0588.in June 1991.
 OS0588
 OS0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0588.GEOID18 height accuracy estimate available here.
 OS0588
 OS0588.Click photographs - Photos may exist for this station.
 OS0588
 OS0588.The dynamic height is computed by dividing the NAVD 88
 OS0588.geopotential number by the normal gravity value computed on the
 OS0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0588.degrees latitude (g = 980.6199 gals.).
 OS0588
 OS0588.The modeled gravity was interpolated from observed gravity values.
 OS0588
 OS0588;                    North         East    Units  Estimated Accuracy
 OS0588;SPC SD S     -   182,010.      471,830.      MT  (+/- 180 meters Scaled)
 OS0588
 OS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP648716(NAD 83)
 OS0588
 OS0588                          SUPERSEDED SURVEY CONTROL
 OS0588
 OS0588  NGVD 29 (??/??/92)  759.318  (m)         2491.20   (f) ADJ UNCH    2 0
 OS0588
 OS0588.Superseded values are not recommended for survey control.
 OS0588
 OS0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0588.See file dsdata.pdf to determine how the superseded data were derived.
 OS0588
 OS0588_MARKER: DS = TRIANGULATION STATION DISK
 OS0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0588_STAMPING: D 3 V 1961
 OS0588_MARK LOGO: CGS
 OS0588_PROJECTION: FLUSH
 OS0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0588+STABILITY: SURFACE MOTION
 OS0588
 OS0588  HISTORY     - Date     Condition        Report By
 OS0588  HISTORY     - 1961     MONUMENTED       CGS
 OS0588  HISTORY     - 1962     GOOD             CGS
 OS0588
 OS0588                          STATION DESCRIPTION
 OS0588
 OS0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0588'2.1 MI SW FROM COTTONWOOD.
 OS0588'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0588'COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 OS0588'0.35 MILE WEST ALONG OLD HIGHWAY 14, THENCE 0.4 MILE
 OS0588'SOUTH-SOUTHEAST ACROSS COUNTRY TO THE TOP OF A LOW RIDGE LEADING
 OS0588'NORTHWEST FROM THE CREST OF A ROUND KNOLL, ABOUT 0.1 MILE NORTHWEST
 OS0588'OF A ROUND TOP KNOLL IN SECTION 14, T 1 S, R 18 E, AND SET IN
 OS0588'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0586 ***********************************************************************
 OS0586  DESIGNATION -  D 3 V AZ MK
 OS0586  PID         -  OS0586
 OS0586  STATE/COUNTY-  SD/JACKSON
 OS0586  COUNTRY     -  US
 OS0586  USGS QUAD   -  COTTONWOOD (2017)
 OS0586
 OS0586                         *CURRENT SURVEY CONTROL
 OS0586  ______________________________________________________________________
 OS0586* NAD 83(1986) POSITION- 43 57 56.     (N) 101 55 56.     (W)   SCALED
 OS0586* NAVD 88 ORTHO HEIGHT -   742.736 (meters)     2436.79  (feet) ADJUSTED
 OS0586  ______________________________________________________________________
 OS0586  GEOID HEIGHT    -        -20.104 (meters)                     GEOID18
 OS0586  DYNAMIC HEIGHT  -        742.511 (meters)     2436.05  (feet) COMP
 OS0586  MODELED GRAVITY -    980,291.1   (mgal)                       NAVD 88
 OS0586
 OS0586  VERT ORDER      -  SECOND    CLASS 0
 OS0586
 OS0586.The horizontal coordinates were scaled from a map and have
 OS0586.an estimated accuracy of +/- 6 seconds.
 OS0586
 OS0586.The orthometric height was determined by differential leveling and
 OS0586.adjusted by the NATIONAL GEODETIC SURVEY
 OS0586.in June 1991.
 OS0586
 OS0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0586.GEOID18 height accuracy estimate available here.
 OS0586
 OS0586.Click photographs - Photos may exist for this station.
 OS0586
 OS0586.The dynamic height is computed by dividing the NAVD 88
 OS0586.geopotential number by the normal gravity value computed on the
 OS0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0586.degrees latitude (g = 980.6199 gals.).
 OS0586
 OS0586.The modeled gravity was interpolated from observed gravity values.
 OS0586
 OS0586;                    North         East    Units  Estimated Accuracy
 OS0586;SPC SD S     -   182,560.      471,700.      MT  (+/- 180 meters Scaled)
 OS0586
 OS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP647722(NAD 83)
 OS0586
 OS0586                          SUPERSEDED SURVEY CONTROL
 OS0586
 OS0586  NGVD 29 (??/??/92)  742.283  (m)         2435.31   (f) ADJ UNCH    2 0
 OS0586
 OS0586.Superseded values are not recommended for survey control.
 OS0586
 OS0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0586.See file dsdata.pdf to determine how the superseded data were derived.
 OS0586
 OS0586_MARKER: DZ = AZIMUTH MARK DISK
 OS0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0586_STAMPING: D 3 V 1961
 OS0586_MARK LOGO: CGS
 OS0586_PROJECTION: FLUSH
 OS0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0586+STABILITY: SURFACE MOTION
 OS0586
 OS0586  HISTORY     - Date     Condition        Report By
 OS0586  HISTORY     - 1961     MONUMENTED       CGS
 OS0586  HISTORY     - 1962     GOOD             CGS
 OS0586
 OS0586                          STATION DESCRIPTION
 OS0586
 OS0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0586'1.7 MI W FROM COTTONWOOD.
 OS0586'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0586'AT COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14,
 OS0586'THENCE 0.35 MILE WEST ALONG OLD HIGHWAY 14, ABOUT 0.1 MILE SOUTH
 OS0586'OF NEW HIGHWAY 14 IN SECTION 14, T 1 S, R 18 E, 40 FEET SOUTH
 OS0586'OF THE CENTER LINE OF THE OLD HIGHWAY, 21 FEET WEST OF THE
 OS0586'CENTER OF A WIRE GATE, 17 FEET EAST OF AN 18-INCH CONCRETE
 OS0586'CYLINDER WHICH PROJECTS 6 FEET, 3 FEET SOUTH OF A FENCE, 2.4
 OS0586'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OS0586'OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OS0586'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0587 ***********************************************************************
 OS0587  DESIGNATION -  D 3 V RM 1
 OS0587  PID         -  OS0587
 OS0587  STATE/COUNTY-  SD/JACKSON
 OS0587  COUNTRY     -  US
 OS0587  USGS QUAD   -  COTTONWOOD (2017)
 OS0587
 OS0587                         *CURRENT SURVEY CONTROL
 OS0587  ______________________________________________________________________
 OS0587* NAD 83(1986) POSITION- 43 57 38.     (N) 101 55 50.     (W)   SCALED
 OS0587* NAVD 88 ORTHO HEIGHT -   759.085 (meters)     2490.43  (feet) ADJUSTED
 OS0587  ______________________________________________________________________
 OS0587  GEOID HEIGHT    -        -20.108 (meters)                     GEOID18
 OS0587  DYNAMIC HEIGHT  -        758.855 (meters)     2489.68  (feet) COMP
 OS0587  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 OS0587
 OS0587  VERT ORDER      -  SECOND    CLASS 0
 OS0587
 OS0587.The horizontal coordinates were scaled from a map and have
 OS0587.an estimated accuracy of +/- 6 seconds.
 OS0587
 OS0587.The orthometric height was determined by differential leveling and
 OS0587.adjusted by the NATIONAL GEODETIC SURVEY
 OS0587.in June 1991.
 OS0587
 OS0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0587.GEOID18 height accuracy estimate available here.
 OS0587
 OS0587.Click photographs - Photos may exist for this station.
 OS0587
 OS0587.The dynamic height is computed by dividing the NAVD 88
 OS0587.geopotential number by the normal gravity value computed on the
 OS0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0587.degrees latitude (g = 980.6199 gals.).
 OS0587
 OS0587.The modeled gravity was interpolated from observed gravity values.
 OS0587
 OS0587;                    North         East    Units  Estimated Accuracy
 OS0587;SPC SD S     -   182,010.      471,830.      MT  (+/- 180 meters Scaled)
 OS0587
 OS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP648716(NAD 83)
 OS0587
 OS0587                          SUPERSEDED SURVEY CONTROL
 OS0587
 OS0587  NGVD 29 (??/??/92)  758.633  (m)         2488.95   (f) ADJ UNCH    2 0
 OS0587
 OS0587.Superseded values are not recommended for survey control.
 OS0587
 OS0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0587.See file dsdata.pdf to determine how the superseded data were derived.
 OS0587
 OS0587_MARKER: DR = REFERENCE MARK DISK
 OS0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0587_STAMPING: D 3 V NO 1 1961
 OS0587_MARK LOGO: CGS
 OS0587_PROJECTION: FLUSH
 OS0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0587+STABILITY: SURFACE MOTION
 OS0587
 OS0587  HISTORY     - Date     Condition        Report By
 OS0587  HISTORY     - 1961     MONUMENTED       CGS
 OS0587  HISTORY     - 1962     GOOD             CGS
 OS0587
 OS0587                          STATION DESCRIPTION
 OS0587
 OS0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0587'2.1 MI SW FROM COTTONWOOD.
 OS0587'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0587'COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 OS0587'0.35 MILE WEST ALONG OLD HIGHWAY 14, THENCE 0.4 MILE
 OS0587'SOUTH-SOUTHEAST ACROSS COUNTRY TO THE TOP OF A LOW RIDGE LEADING
 OS0587'NORTHWEST FROM THE CREST OF A ROUND KNOLL, ABOUT 0.1 MILE NORTHWEST OF
 OS0587'ROUND TOP KNOLL IN SECTION 14, T 1 S, R 18 E, 44.3 FEET
 OS0587'EAST-NORTHEAST OF D 3 V 1961, AND SET IN THE TOP OF A CONCRETE
 OS0587'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0589 ***********************************************************************
 OS0589  DESIGNATION -  D 3 V RM 2
 OS0589  PID         -  OS0589
 OS0589  STATE/COUNTY-  SD/JACKSON
 OS0589  COUNTRY     -  US
 OS0589  USGS QUAD   -  COTTONWOOD (2017)
 OS0589
 OS0589                         *CURRENT SURVEY CONTROL
 OS0589  ______________________________________________________________________
 OS0589* NAD 83(1986) POSITION- 43 57 38.     (N) 101 55 50.     (W)   SCALED
 OS0589* NAVD 88 ORTHO HEIGHT -   759.901 (meters)     2493.11  (feet) ADJUSTED
 OS0589  ______________________________________________________________________
 OS0589  GEOID HEIGHT    -        -20.108 (meters)                     GEOID18
 OS0589  DYNAMIC HEIGHT  -        759.671 (meters)     2492.35  (feet) COMP
 OS0589  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 OS0589
 OS0589  VERT ORDER      -  SECOND    CLASS 0
 OS0589
 OS0589.The horizontal coordinates were scaled from a map and have
 OS0589.an estimated accuracy of +/- 6 seconds.
 OS0589
 OS0589.The orthometric height was determined by differential leveling and
 OS0589.adjusted by the NATIONAL GEODETIC SURVEY
 OS0589.in June 1991.
 OS0589
 OS0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0589.GEOID18 height accuracy estimate available here.
 OS0589
 OS0589.Click photographs - Photos may exist for this station.
 OS0589
 OS0589.The dynamic height is computed by dividing the NAVD 88
 OS0589.geopotential number by the normal gravity value computed on the
 OS0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0589.degrees latitude (g = 980.6199 gals.).
 OS0589
 OS0589.The modeled gravity was interpolated from observed gravity values.
 OS0589
 OS0589;                    North         East    Units  Estimated Accuracy
 OS0589;SPC SD S     -   182,010.      471,830.      MT  (+/- 180 meters Scaled)
 OS0589
 OS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP648716(NAD 83)
 OS0589
 OS0589                          SUPERSEDED SURVEY CONTROL
 OS0589
 OS0589  NGVD 29 (??/??/92)  759.450  (m)         2491.63   (f) ADJ UNCH    2 0
 OS0589
 OS0589.Superseded values are not recommended for survey control.
 OS0589
 OS0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0589.See file dsdata.pdf to determine how the superseded data were derived.
 OS0589
 OS0589_MARKER: DR = REFERENCE MARK DISK
 OS0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0589_STAMPING: D 3 V NO 2 1961
 OS0589_MARK LOGO: CGS
 OS0589_PROJECTION: FLUSH
 OS0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0589+STABILITY: SURFACE MOTION
 OS0589
 OS0589  HISTORY     - Date     Condition        Report By
 OS0589  HISTORY     - 1961     MONUMENTED       CGS
 OS0589  HISTORY     - 1962     GOOD             CGS
 OS0589
 OS0589                          STATION DESCRIPTION
 OS0589
 OS0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0589'2.1 MI SW FROM COTTONWOOD.
 OS0589'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0589'COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 OS0589'0.35 MILE WEST ALONG OLD HIGHWAY 14, THENCE 0.4 MILE
 OS0589'SOUTH-SOUTHEAST ACROSS COUNTRY TO THE TOP OF A LOW RIDGE LEADING
 OS0589'NORTHWEST FROM THE CREST OF A ROUND KNOLL, ABOUT 0.1 MILE
 OS0589'NORTHWEST OF A ROUND TOP KNOLL IN SECTION 14, T 1 S, R 18 E, 53.6
 OS0589'FEET SOUTH-SOUTHEAST OF D 3 V 1961, AND SET IN THE TOP OF A
 OS0589'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0255 ***********************************************************************
 QS0255  DESIGNATION -  D 30
 QS0255  PID         -  QS0255
 QS0255  STATE/COUNTY-  SD/DEWEY
 QS0255  COUNTRY     -  US
 QS0255  USGS QUAD   -  GLENCROSS (2017)
 QS0255
 QS0255                         *CURRENT SURVEY CONTROL
 QS0255  ______________________________________________________________________
 QS0255* NAD 83(1986) POSITION- 45 27 03.     (N) 100 53 41.     (W)   SCALED
 QS0255* NAVD 88 ORTHO HEIGHT -   653.828 (meters)     2145.10  (feet) ADJUSTED
 QS0255  ______________________________________________________________________
 QS0255  GEOID HEIGHT    -        -21.350 (meters)                     GEOID18
 QS0255  DYNAMIC HEIGHT  -        653.742 (meters)     2144.82  (feet) COMP
 QS0255  MODELED GRAVITY -    980,463.7   (mgal)                       NAVD 88
 QS0255
 QS0255  VERT ORDER      -  FIRST     CLASS II
 QS0255
 QS0255.The horizontal coordinates were scaled from a map and have
 QS0255.an estimated accuracy of +/- 6 seconds.
 QS0255
 QS0255.The orthometric height was determined by differential leveling and
 QS0255.adjusted by the NATIONAL GEODETIC SURVEY
 QS0255.in June 1991.
 QS0255
 QS0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0255.GEOID18 height accuracy estimate available here.
 QS0255
 QS0255.Click photographs - Photos may exist for this station.
 QS0255
 QS0255.The dynamic height is computed by dividing the NAVD 88
 QS0255.geopotential number by the normal gravity value computed on the
 QS0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0255.degrees latitude (g = 980.6199 gals.).
 QS0255
 QS0255.The modeled gravity was interpolated from observed gravity values.
 QS0255
 QS0255;                    North         East    Units  Estimated Accuracy
 QS0255;SPC SD N     -   180,130.      530,010.      MT  (+/- 180 meters Scaled)
 QS0255
 QS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR518347(NAD 83)
 QS0255
 QS0255                          SUPERSEDED SURVEY CONTROL
 QS0255
 QS0255  NGVD 29 (??/??/92)  653.405  (m)         2143.71   (f) ADJ UNCH    1 2
 QS0255
 QS0255.Superseded values are not recommended for survey control.
 QS0255
 QS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0255.See file dsdata.pdf to determine how the superseded data were derived.
 QS0255
 QS0255_MARKER: DB = BENCH MARK DISK
 QS0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0255_STAMPING: D 30 1934
 QS0255_MARK LOGO: CGS
 QS0255_PROJECTION: FLUSH
 QS0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0255+STABILITY: SURFACE MOTION
 QS0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0255+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0255
 QS0255  HISTORY     - Date     Condition        Report By
 QS0255  HISTORY     - 1934     MONUMENTED       CGS
 QS0255  HISTORY     - 19990623 GOOD             NGS
 QS0255
 QS0255                          STATION DESCRIPTION
 QS0255
 QS0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0255'1.3 MI E FROM GLENCROSS.
 QS0255'ABOUT 1.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0255'PACIFIC RAILROAD FROM GLENCROSS, DEWEY COUNTY, ABOUT 600 YARDS
 QS0255'EAST OF MILEPOST 31, AT A ROAD CROSSING, ABOUT 16 YARDS WEST
 QS0255'OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTH OF THE CENTER LINE
 QS0255'OF THE TRACK, AND 10 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 QS0255'A STANDARD DISK, STAMPED D 30 1934 AND SET IN THE TOP OF A
 QS0255'CONCRETE POST.
 QS0255
 QS0255                          STATION RECOVERY (1999)
 QS0255
 QS0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0255'13.1 KM (8.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0255'IN TRAIL CITY, THENCE 2.3 KM (1.40 MI) SOUTHERLY ALONG A GRAVELED
 QS0255'ROAD, 12.5 M (41.0 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK
 QS0255'REMOVED), 12.1 M (39.7 FT) WEST OF THE ROAD CENTER, 3.6 M (11.8 FT)
 QS0255'NORTHEAST OF A WITNESS POST AND FENCE CORNER, 0.6 M (2.0 FT) BELOW THE
 QS0255'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0255'NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0486 ***********************************************************************
 OR0486  DESIGNATION -  D 300
 OR0486  PID         -  OR0486
 OR0486  STATE/COUNTY-  SD/BRULE
 OR0486  COUNTRY     -  US
 OR0486  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0486
 OR0486                         *CURRENT SURVEY CONTROL
 OR0486  ______________________________________________________________________
 OR0486* NAD 83(1986) POSITION- 43 45 35.     (N) 099 18 42.     (W)   SCALED
 OR0486* NAVD 88 ORTHO HEIGHT -   510.257 (meters)     1674.07  (feet) ADJUSTED
 OR0486  ______________________________________________________________________
 OR0486  GEOID HEIGHT    -        -25.705 (meters)                     GEOID18
 OR0486  DYNAMIC HEIGHT  -        510.115 (meters)     1673.60  (feet) COMP
 OR0486  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 OR0486
 OR0486  VERT ORDER      -  SECOND    CLASS 0
 OR0486
 OR0486.The horizontal coordinates were scaled from a map and have
 OR0486.an estimated accuracy of +/- 6 seconds.
 OR0486
 OR0486.The orthometric height was determined by differential leveling and
 OR0486.adjusted by the NATIONAL GEODETIC SURVEY
 OR0486.in June 1991.
 OR0486
 OR0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0486.GEOID18 height accuracy estimate available here.
 OR0486
 OR0486.Click photographs - Photos may exist for this station.
 OR0486
 OR0486.The dynamic height is computed by dividing the NAVD 88
 OR0486.geopotential number by the normal gravity value computed on the
 OR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0486.degrees latitude (g = 980.6199 gals.).
 OR0486
 OR0486.The modeled gravity was interpolated from observed gravity values.
 OR0486
 OR0486;                    North         East    Units  Estimated Accuracy
 OR0486;SPC SD S     -   158,970.      682,260.      MT  (+/- 180 meters Scaled)
 OR0486
 OR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP749452(NAD 83)
 OR0486
 OR0486                          SUPERSEDED SURVEY CONTROL
 OR0486
 OR0486  NGVD 29 (??/??/92)  509.915  (m)         1672.95   (f) ADJ UNCH    2 0
 OR0486
 OR0486.Superseded values are not recommended for survey control.
 OR0486
 OR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0486.See file dsdata.pdf to determine how the superseded data were derived.
 OR0486
 OR0486_MARKER: DB = BENCH MARK DISK
 OR0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0486_STAMPING: D 300 1945
 OR0486_MARK LOGO: CGS
 OR0486_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0486+STABILITY: SURFACE MOTION
 OR0486
 OR0486  HISTORY     - Date     Condition        Report By
 OR0486  HISTORY     - 1945     MONUMENTED       CGS
 OR0486  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0486
 OR0486                          STATION DESCRIPTION
 OR0486
 OR0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0486'3.9 MI SE FROM CHAMBERLAIN.
 OR0486'3.9 MILES SOUTHEAST OF CHAMBELAIN, BRULE COUNTY.  THIS BENCH
 OR0486'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0486'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0486'THENCE 1.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0486'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 32 FEET NORTH OF THE
 OR0486'CENTER LINE OF THE DIRT ROAD, 31 FEET WEST OF THE CENTER LINE
 OR0486'OF THE GRAVEL ROAD, 1 FOOT EAST OF A FENCE CORNER, 2 FEET SOUTH
 OR0486'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN
 OR0486'THE GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0486'5 INCHES ABOVE GROUND.
 OR0486
 OR0486                          STATION RECOVERY (1974)
 OR0486
 OR0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0680 ***********************************************************************
 OR0680  DESIGNATION -  D 301
 OR0680  PID         -  OR0680
 OR0680  STATE/COUNTY-  SD/CHARLES MIX
 OR0680  COUNTRY     -  US
 OR0680  USGS QUAD   -  LUCAS NW (2017)
 OR0680
 OR0680                         *CURRENT SURVEY CONTROL
 OR0680  ______________________________________________________________________
 OR0680* NAD 83(1986) POSITION- 43 29 59.     (N) 099 08 57.     (W)   SCALED
 OR0680* NAVD 88 ORTHO HEIGHT -   524.073 (meters)     1719.40  (feet) ADJUSTED
 OR0680  ______________________________________________________________________
 OR0680  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 OR0680  DYNAMIC HEIGHT  -        523.899 (meters)     1718.83  (feet) COMP
 OR0680  MODELED GRAVITY -    980,272.3   (mgal)                       NAVD 88
 OR0680
 OR0680  VERT ORDER      -  SECOND    CLASS 0
 OR0680
 OR0680.The horizontal coordinates were scaled from a map and have
 OR0680.an estimated accuracy of +/- 6 seconds.
 OR0680
 OR0680.The orthometric height was determined by differential leveling and
 OR0680.adjusted by the NATIONAL GEODETIC SURVEY
 OR0680.in June 1991.
 OR0680
 OR0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0680.GEOID18 height accuracy estimate available here.
 OR0680
 OR0680.Click photographs - Photos may exist for this station.
 OR0680
 OR0680.The dynamic height is computed by dividing the NAVD 88
 OR0680.geopotential number by the normal gravity value computed on the
 OR0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0680.degrees latitude (g = 980.6199 gals.).
 OR0680
 OR0680.The modeled gravity was interpolated from observed gravity values.
 OR0680
 OR0680;                    North         East    Units  Estimated Accuracy
 OR0680;SPC SD S     -   130,260.      695,760.      MT  (+/- 180 meters Scaled)
 OR0680
 OR0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP879163(NAD 83)
 OR0680
 OR0680                          SUPERSEDED SURVEY CONTROL
 OR0680
 OR0680  NGVD 29 (??/??/92)  523.720  (m)         1718.24   (f) ADJ UNCH    2 0
 OR0680
 OR0680.Superseded values are not recommended for survey control.
 OR0680
 OR0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0680.See file dsdata.pdf to determine how the superseded data were derived.
 OR0680
 OR0680_MARKER: DB = BENCH MARK DISK
 OR0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0680_STAMPING: D 301 1945
 OR0680_MARK LOGO: CGS
 OR0680_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0680+STABILITY: SURFACE MOTION
 OR0680
 OR0680  HISTORY     - Date     Condition        Report By
 OR0680  HISTORY     - 1945     MONUMENTED       CGS
 OR0680
 OR0680                          STATION DESCRIPTION
 OR0680
 OR0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0680'6.6 MI NW FROM ACADEMY.
 OR0680'6.6 MILES NORTHWEST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0680'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0680'THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0680'ALONG A GRADED DIRT ROAD, AND THENCE 0.5 MILE WEST ALONG STATE
 OR0680'HIGHWAY 50.  IT IS 100 YARDS EAST OF A SHARP CURVE IN THE HIGHWAY,
 OR0680'39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF
 OR0680'A FENCE CORNER, 1 FOOT EAST OF THE FENCE, 1 FOOT NORTH OF A WHITE
 OR0680'WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY,
 OR0680'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OR0680'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0155 ***********************************************************************
 OR0155  DESIGNATION -  D 302
 OR0155  PID         -  OR0155
 OR0155  STATE/COUNTY-  SD/CHARLES MIX
 OR0155  COUNTRY     -  US
 OR0155  USGS QUAD   -  PLATTE (2017)
 OR0155
 OR0155                         *CURRENT SURVEY CONTROL
 OR0155  ______________________________________________________________________
 OR0155* NAD 83(1986) POSITION- 43 23 55.     (N) 098 50 40.     (W)   SCALED
 OR0155* NAVD 88 ORTHO HEIGHT -   485.041 (meters)     1591.34  (feet) ADJUSTED
 OR0155  ______________________________________________________________________
 OR0155  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 OR0155  DYNAMIC HEIGHT  -        484.885 (meters)     1590.83  (feet) COMP
 OR0155  MODELED GRAVITY -    980,283.2   (mgal)                       NAVD 88
 OR0155
 OR0155  VERT ORDER      -  SECOND    CLASS 0
 OR0155
 OR0155.The horizontal coordinates were scaled from a map and have
 OR0155.an estimated accuracy of +/- 6 seconds.
 OR0155
 OR0155.The orthometric height was determined by differential leveling and
 OR0155.adjusted by the NATIONAL GEODETIC SURVEY
 OR0155.in June 1991.
 OR0155
 OR0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0155.GEOID18 height accuracy estimate available here.
 OR0155
 OR0155.Click photographs - Photos may exist for this station.
 OR0155
 OR0155.The dynamic height is computed by dividing the NAVD 88
 OR0155.geopotential number by the normal gravity value computed on the
 OR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0155.degrees latitude (g = 980.6199 gals.).
 OR0155
 OR0155.The modeled gravity was interpolated from observed gravity values.
 OR0155
 OR0155;                    North         East    Units  Estimated Accuracy
 OR0155;SPC SD S     -   119,420.      720,600.      MT  (+/- 180 meters Scaled)
 OR0155
 OR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP125050(NAD 83)
 OR0155
 OR0155                          SUPERSEDED SURVEY CONTROL
 OR0155
 OR0155  NGVD 29 (??/??/92)  484.70   (m)         1590.2    (f) COMPUTED    2 0
 OR0155
 OR0155.Superseded values are not recommended for survey control.
 OR0155
 OR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0155.See file dsdata.pdf to determine how the superseded data were derived.
 OR0155
 OR0155_MARKER: DB = BENCH MARK DISK
 OR0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0155_STAMPING: D 302 1945
 OR0155_MARK LOGO: CGS
 OR0155_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0155+STABILITY: SURFACE MOTION
 OR0155
 OR0155  HISTORY     - Date     Condition        Report By
 OR0155  HISTORY     - 1945     MONUMENTED       CGS
 OR0155  HISTORY     - 1949     GOOD             CGS
 OR0155
 OR0155                          STATION DESCRIPTION
 OR0155
 OR0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0155'0.8 MI N FROM PLATTE.
 OR0155'0.8 MILE NORTH ALONG U.S. HIGHWAY NO. 281 FROM THE POST OFFICE
 OR0155'AT PLATTE, IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 OR0155'115 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 48 FEET
 OR0155'EAST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET WEST OF THE
 OR0155'EAST RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, SET
 OR0155'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OR0155'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0156 ***********************************************************************
 OR0156  DESIGNATION -  D 302 RESET
 OR0156  PID         -  OR0156
 OR0156  STATE/COUNTY-  SD/CHARLES MIX
 OR0156  COUNTRY     -  US
 OR0156  USGS QUAD   -  PLATTE (2017)
 OR0156
 OR0156                         *CURRENT SURVEY CONTROL
 OR0156  ______________________________________________________________________
 OR0156* NAD 83(1986) POSITION- 43 23 55.     (N) 098 50 41.     (W)   SCALED
 OR0156* NAVD 88 ORTHO HEIGHT -   484.006 (meters)     1587.94  (feet) ADJUSTED
 OR0156  ______________________________________________________________________
 OR0156  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 OR0156  DYNAMIC HEIGHT  -        483.849 (meters)     1587.43  (feet) COMP
 OR0156  MODELED GRAVITY -    980,283.2   (mgal)                       NAVD 88
 OR0156
 OR0156  VERT ORDER      -  FIRST     CLASS II
 OR0156
 OR0156.The horizontal coordinates were scaled from a map and have
 OR0156.an estimated accuracy of +/- 6 seconds.
 OR0156
 OR0156.The orthometric height was determined by differential leveling and
 OR0156.adjusted by the NATIONAL GEODETIC SURVEY
 OR0156.in June 1991.
 OR0156
 OR0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0156.GEOID18 height accuracy estimate available here.
 OR0156
 OR0156.Click photographs - Photos may exist for this station.
 OR0156
 OR0156.The dynamic height is computed by dividing the NAVD 88
 OR0156.geopotential number by the normal gravity value computed on the
 OR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0156.degrees latitude (g = 980.6199 gals.).
 OR0156
 OR0156.The modeled gravity was interpolated from observed gravity values.
 OR0156
 OR0156;                    North         East    Units  Estimated Accuracy
 OR0156;SPC SD S     -   119,420.      720,580.      MT  (+/- 180 meters Scaled)
 OR0156
 OR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP125050(NAD 83)
 OR0156
 OR0156                          SUPERSEDED SURVEY CONTROL
 OR0156
 OR0156  NGVD 29 (??/??/92)  483.667  (m)         1586.83   (f) ADJ UNCH    1 2
 OR0156
 OR0156.Superseded values are not recommended for survey control.
 OR0156
 OR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0156.See file dsdata.pdf to determine how the superseded data were derived.
 OR0156
 OR0156_MARKER: DB = BENCH MARK DISK
 OR0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0156_STAMPING: D 302 1945 RESET 1949
 OR0156_MARK LOGO: CGS
 OR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0156+STABILITY: SURFACE MOTION
 OR0156
 OR0156  HISTORY     - Date     Condition        Report By
 OR0156  HISTORY     - 1949     MONUMENTED       SDHD
 OR0156  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0156
 OR0156                          STATION DESCRIPTION
 OR0156
 OR0156'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 OR0156'0.8 MI N FROM PLATTE.
 OR0156'0.8 MILE NORTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 OR0156'PLATTE, CHARLES MIX COUNTY, AT THE INTERSECTION OF AN
 OR0156'EAST-AND-WEST GRAVEL ROAD, 115 FEET NORTH OF THE CENTER LINE
 OR0156'OF THE GRAVEL ROAD, 48 FEET EAST OF THE CENTER LINE OF THE
 OR0156'HIGHWAY, 3.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 1.5
 OR0156'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 OR0156'STAMPED D 302 1945 RESET 1949 AND SET IN THE TOP OF A CONCRETE
 OR0156'POST.
 OR0156
 OR0156                          STATION RECOVERY (2013)
 OR0156
 OR0156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0626 ***********************************************************************
 OR0626  DESIGNATION -  D 303
 OR0626  PID         -  OR0626
 OR0626  STATE/COUNTY-  SD/GREGORY
 OR0626  COUNTRY     -  US
 OR0626  USGS QUAD   -  DIXON SW (2017)
 OR0626
 OR0626                         *CURRENT SURVEY CONTROL
 OR0626  ______________________________________________________________________
 OR0626* NAD 83(1986) POSITION- 43 19 49.     (N) 099 26 04.     (W)   SCALED
 OR0626* NAVD 88 ORTHO HEIGHT -   640.055 (meters)     2099.91  (feet) ADJUSTED
 OR0626  ______________________________________________________________________
 OR0626  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 OR0626  DYNAMIC HEIGHT  -        639.820 (meters)     2099.14  (feet) COMP
 OR0626  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 OR0626
 OR0626  VERT ORDER      -  SECOND    CLASS 0
 OR0626
 OR0626.The horizontal coordinates were scaled from a map and have
 OR0626.an estimated accuracy of +/- 6 seconds.
 OR0626
 OR0626.The orthometric height was determined by differential leveling and
 OR0626.adjusted by the NATIONAL GEODETIC SURVEY
 OR0626.in June 1991.
 OR0626
 OR0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0626.GEOID18 height accuracy estimate available here.
 OR0626
 OR0626.Click photographs - Photos may exist for this station.
 OR0626
 OR0626.The dynamic height is computed by dividing the NAVD 88
 OR0626.geopotential number by the normal gravity value computed on the
 OR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0626.degrees latitude (g = 980.6199 gals.).
 OR0626
 OR0626.The modeled gravity was interpolated from observed gravity values.
 OR0626
 OR0626;                    North         East    Units  Estimated Accuracy
 OR0626;SPC SD S     -   111,150.      672,900.      MT  (+/- 180 meters Scaled)
 OR0626
 OR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647975(NAD 83)
 OR0626
 OR0626                          SUPERSEDED SURVEY CONTROL
 OR0626
 OR0626  NGVD 29 (??/??/92)  639.722  (m)         2098.82   (f) ADJ UNCH    2 0
 OR0626
 OR0626.Superseded values are not recommended for survey control.
 OR0626
 OR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0626.See file dsdata.pdf to determine how the superseded data were derived.
 OR0626
 OR0626_MARKER: DB = BENCH MARK DISK
 OR0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0626_STAMPING: D 303 1945
 OR0626_MARK LOGO: CGS
 OR0626_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0626+STABILITY: SURFACE MOTION
 OR0626
 OR0626  HISTORY     - Date     Condition        Report By
 OR0626  HISTORY     - 1945     MONUMENTED       CGS
 OR0626  HISTORY     - 1958     GOOD             CGS
 OR0626
 OR0626                          STATION DESCRIPTION
 OR0626
 OR0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0626'6.9 MI N FROM GREGORY.
 OR0626'6.9 MILES NORTH ALONG STATE HIGHWAY 47 FROM A POINT 0.2 MILE
 OR0626'WEST OF THE POST OFFICE AT GREGORY, GREGORY COUNTY, 0.2 MILE
 OR0626'NORTHEAST OF A SCHOOLHOUSE, 255 FEET NORTH OF A FENCE, 35-1/2
 OR0626'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A
 OR0626'FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 OR0626'WITH THE HIGHWAY.  AN IRON BENCH MARK DISK, STAMPED D 303 1945
 OR0626'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 OR0626'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0152 ***********************************************************************
 QS0152  DESIGNATION -  D 304
 QS0152  PID         -  QS0152
 QS0152  STATE/COUNTY-  SD/DEWEY
 QS0152  COUNTRY     -  US
 QS0152  USGS QUAD   -  MOREAU NW (2017)
 QS0152
 QS0152                         *CURRENT SURVEY CONTROL
 QS0152  ______________________________________________________________________
 QS0152* NAD 83(1986) POSITION- 45 27 03.     (N) 100 29 02.     (W)   SCALED
 QS0152* NAVD 88 ORTHO HEIGHT -   568.755 (meters)     1865.99  (feet) ADJUSTED
 QS0152  ______________________________________________________________________
 QS0152  GEOID HEIGHT    -        -21.789 (meters)                     GEOID18
 QS0152  DYNAMIC HEIGHT  -        568.704 (meters)     1865.82  (feet) COMP
 QS0152  MODELED GRAVITY -    980,507.3   (mgal)                       NAVD 88
 QS0152
 QS0152  VERT ORDER      -  SECOND    CLASS 0
 QS0152
 QS0152.The horizontal coordinates were scaled from a map and have
 QS0152.an estimated accuracy of +/- 6 seconds.
 QS0152
 QS0152.The orthometric height was determined by differential leveling and
 QS0152.adjusted by the NATIONAL GEODETIC SURVEY
 QS0152.in June 1991.
 QS0152
 QS0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0152.GEOID18 height accuracy estimate available here.
 QS0152
 QS0152.Click photographs - Photos may exist for this station.
 QS0152
 QS0152.The dynamic height is computed by dividing the NAVD 88
 QS0152.geopotential number by the normal gravity value computed on the
 QS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0152.degrees latitude (g = 980.6199 gals.).
 QS0152
 QS0152.The modeled gravity was interpolated from observed gravity values.
 QS0152
 QS0152;                    North         East    Units  Estimated Accuracy
 QS0152;SPC SD N     -   179,860.      562,150.      MT  (+/- 180 meters Scaled)
 QS0152
 QS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR839341(NAD 83)
 QS0152
 QS0152                          SUPERSEDED SURVEY CONTROL
 QS0152
 QS0152  NGVD 29 (??/??/92)  568.397  (m)         1864.82   (f) ADJ UNCH    2 0
 QS0152
 QS0152.Superseded values are not recommended for survey control.
 QS0152
 QS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0152.See file dsdata.pdf to determine how the superseded data were derived.
 QS0152
 QS0152_MARKER: DB = BENCH MARK DISK
 QS0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0152_STAMPING: D 304 1945
 QS0152_MARK LOGO: CGS
 QS0152_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0152+STABILITY: SURFACE MOTION
 QS0152
 QS0152  HISTORY     - Date     Condition        Report By
 QS0152  HISTORY     - 1945     MONUMENTED       CGS
 QS0152
 QS0152                          STATION DESCRIPTION
 QS0152
 QS0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0152'8.8 MI SW FROM MOBRIDGE.
 QS0152'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0152'WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST
 QS0152'1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTHERLY 3.6 MILES
 QS0152'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 QS0152'100 YARDS NORTH OF THE TOP OF A LONG HILL, 47.0 FEET EAST OF AND
 QS0152'ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 45.0
 QS0152'FEET SOUTHWEST OF THE CENTER LINE OF A DIM TRACK ROAD LEADING
 QS0152'SOUTHEAST AND 2.0 FEET NORTH OF A 4 X 4 MARKER POST.  AN IRON
 QS0152'DISK STAMPED D 304 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 QS0152'PROJECTS 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0176 ***********************************************************************
 QS0176  DESIGNATION -  D 305
 QS0176  PID         -  QS0176
 QS0176  STATE/COUNTY-  SD/DEWEY
 QS0176  COUNTRY     -  US
 QS0176  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0176
 QS0176                         *CURRENT SURVEY CONTROL
 QS0176  ______________________________________________________________________
 QS0176* NAD 83(1986) POSITION- 45 10 55.05   (N) 100 17 29.70   (W)   HD_HELD1
 QS0176* NAVD 88 ORTHO HEIGHT -   463.490 (meters)     1520.63  (feet) ADJUSTED
 QS0176  ______________________________________________________________________
 QS0176  GEOID HEIGHT    -        -22.237 (meters)                     GEOID18
 QS0176  DYNAMIC HEIGHT  -        463.433 (meters)     1520.45  (feet) COMP
 QS0176  MODELED GRAVITY -    980,480.0   (mgal)                       NAVD 88
 QS0176
 QS0176  VERT ORDER      -  SECOND    CLASS 0
 QS0176
 QS0176.The horizontal coordinates were determined by differentially corrected
 QS0176.hand held GPS observations or other comparable positioning techniques
 QS0176.and have an estimated accuracy of +/- 3 meters.
 QS0176
 QS0176.The orthometric height was determined by differential leveling and
 QS0176.adjusted by the NATIONAL GEODETIC SURVEY
 QS0176.in June 1991.
 QS0176
 QS0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0176.GEOID18 height accuracy estimate available here.
 QS0176
 QS0176.Click photographs - Photos may exist for this station.
 QS0176
 QS0176.The dynamic height is computed by dividing the NAVD 88
 QS0176.geopotential number by the normal gravity value computed on the
 QS0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0176.degrees latitude (g = 980.6199 gals.).
 QS0176
 QS0176.The modeled gravity was interpolated from observed gravity values.
 QS0176
 QS0176;                    North         East    Units  Estimated Accuracy
 QS0176;SPC SD N     -   149,904.4     577,083.8     MT  (+/- 3 meters HH1 GPS) 
 QS0176
 QS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9852603975(NAD 83)
 QS0176
 QS0176                          SUPERSEDED SURVEY CONTROL
 QS0176
 QS0176  NGVD 29 (??/??/92)  463.124  (m)         1519.43   (f) ADJ UNCH    2 0
 QS0176
 QS0176.Superseded values are not recommended for survey control.
 QS0176
 QS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0176.See file dsdata.pdf to determine how the superseded data were derived.
 QS0176
 QS0176_MARKER: DB = BENCH MARK DISK
 QS0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0176_STAMPING: D 305 1945
 QS0176_MARK LOGO: CGS
 QS0176_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0176+STABILITY: SURFACE MOTION
 QS0176
 QS0176  HISTORY     - Date     Condition        Report By
 QS0176  HISTORY     - 1945     MONUMENTED       CGS
 QS0176
 QS0176                          STATION DESCRIPTION
 QS0176
 QS0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0176'14.5 MI NW FROM CHEYENNE AGENCY.
 QS0176'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0176'WESTERLY 14.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0176'MARK IS 52.0 FEET WEST OF AND ABOUT 1.0 FOOT HIGHER THAN CENTERLINE
 QS0176'OF ROAD, 41.0 FEET NORTHWEST OF THE WEST END OF A 1.0 FOOT
 QS0176'CORRUGATED IRON CULVERT, 27.0 FEET SOUTH OF A TELEPHONE POLE,
 QS0176'1.5 FEET SOUTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED D
 QS0176'305 1945 IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 QS0176'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0135 ***********************************************************************
 QS0135  DESIGNATION -  D 306
 QS0135  PID         -  QS0135
 QS0135  STATE/COUNTY-  SD/CORSON
 QS0135  COUNTRY     -  US
 QS0135  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0135
 QS0135                         *CURRENT SURVEY CONTROL
 QS0135  ______________________________________________________________________
 QS0135* NAD 83(1986) POSITION- 45 41 24.34   (N) 100 29 00.59   (W)   HD_HELD1
 QS0135* NAVD 88 ORTHO HEIGHT -   526.143 (meters)     1726.19  (feet) ADJUSTED
 QS0135  ______________________________________________________________________
 QS0135  GEOID HEIGHT    -        -21.670 (meters)                     GEOID18
 QS0135  DYNAMIC HEIGHT  -        526.101 (meters)     1726.05  (feet) COMP
 QS0135  MODELED GRAVITY -    980,520.3   (mgal)                       NAVD 88
 QS0135
 QS0135  VERT ORDER      -  FIRST     CLASS II
 QS0135
 QS0135.The horizontal coordinates were determined by differentially corrected
 QS0135.hand held GPS observations or other comparable positioning techniques
 QS0135.and have an estimated accuracy of +/- 3 meters.
 QS0135
 QS0135.The orthometric height was determined by differential leveling and
 QS0135.adjusted by the NATIONAL GEODETIC SURVEY
 QS0135.in June 1991.
 QS0135
 QS0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0135.GEOID18 height accuracy estimate available here.
 QS0135
 QS0135.Click photographs - Photos may exist for this station.
 QS0135
 QS0135.The dynamic height is computed by dividing the NAVD 88
 QS0135.geopotential number by the normal gravity value computed on the
 QS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0135.degrees latitude (g = 980.6199 gals.).
 QS0135
 QS0135.The modeled gravity was interpolated from observed gravity values.
 QS0135
 QS0135;                    North         East    Units  Estimated Accuracy
 QS0135;SPC SD N     -   206,448.0     562,338.3     MT  (+/- 3 meters HH1 GPS) 
 QS0135
 QS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8449060685(NAD 83)
 QS0135
 QS0135                          SUPERSEDED SURVEY CONTROL
 QS0135
 QS0135  NGVD 29 (??/??/92)  525.758  (m)         1724.92   (f) ADJ UNCH    1 2
 QS0135
 QS0135.Superseded values are not recommended for survey control.
 QS0135
 QS0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0135.See file dsdata.pdf to determine how the superseded data were derived.
 QS0135
 QS0135_MARKER: DB = BENCH MARK DISK
 QS0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0135_STAMPING: D 306 1945
 QS0135_MARK LOGO: CGS
 QS0135_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0135+STABILITY: SURFACE MOTION
 QS0135
 QS0135  HISTORY     - Date     Condition        Report By
 QS0135  HISTORY     - 1945     MONUMENTED       CGS
 QS0135  HISTORY     - 1949     GOOD             CGS
 QS0135
 QS0135                          STATION DESCRIPTION
 QS0135
 QS0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0135'4.5 MI NE FROM WAKPALA.
 QS0135'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0135'ALONG A GRAVELED ROAD, THENCE NORTH 2.0 MILES ALONG A GRADED
 QS0135'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 150 YARDS SOUTH OF
 QS0135'A WOODEN BRIDGE, ABOUT 66 YARDS NORTH OF AN EAST-WEST FENCE LINE,
 QS0135'34.0 FEET EAST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF
 QS0135'THE ROAD, 16.0 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET WEST OF
 QS0135'A FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  AN IRON DISK
 QS0135'STAMPED D 306 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 QS0135'7 INCHES ABOVE GROUND.
 QS0135
 QS0135                          STATION RECOVERY (1949)
 QS0135
 QS0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0404 ***********************************************************************
 QS0404  DESIGNATION -  D 307
 QS0404  PID         -  QS0404
 QS0404  STATE/COUNTY-  SD/CORSON
 QS0404  COUNTRY     -  US
 QS0404  USGS QUAD   -  WAKPALA (2017)
 QS0404
 QS0404                         *CURRENT SURVEY CONTROL
 QS0404  ______________________________________________________________________
 QS0404* NAD 83(1986) POSITION- 45 38 07.64   (N) 100 31 14.13   (W)   HD_HELD1
 QS0404* NAVD 88 ORTHO HEIGHT -   493.537 (meters)     1619.21  (feet) ADJUSTED
 QS0404  ______________________________________________________________________
 QS0404  GEOID HEIGHT    -        -21.639 (meters)                     GEOID18
 QS0404  DYNAMIC HEIGHT  -        493.498 (meters)     1619.08  (feet) COMP
 QS0404  MODELED GRAVITY -    980,523.2   (mgal)                       NAVD 88
 QS0404
 QS0404  VERT ORDER      -  FIRST     CLASS II
 QS0404
 QS0404.The horizontal coordinates were determined by differentially corrected
 QS0404.hand held GPS observations or other comparable positioning techniques
 QS0404.and have an estimated accuracy of +/- 3 meters.
 QS0404
 QS0404.The orthometric height was determined by differential leveling and
 QS0404.adjusted by the NATIONAL GEODETIC SURVEY
 QS0404.in June 1991.
 QS0404
 QS0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0404.GEOID18 height accuracy estimate available here.
 QS0404
 QS0404.Click photographs - Photos may exist for this station.
 QS0404
 QS0404.The dynamic height is computed by dividing the NAVD 88
 QS0404.geopotential number by the normal gravity value computed on the
 QS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0404.degrees latitude (g = 980.6199 gals.).
 QS0404
 QS0404.The modeled gravity was interpolated from observed gravity values.
 QS0404
 QS0404;                    North         East    Units  Estimated Accuracy
 QS0404;SPC SD N     -   200,393.2     559,409.9     MT  (+/- 3 meters HH1 GPS) 
 QS0404
 QS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8148654669(NAD 83)
 QS0404
 QS0404                          SUPERSEDED SURVEY CONTROL
 QS0404
 QS0404  NGVD 29 (??/??/92)  493.161  (m)         1617.98   (f) ADJ UNCH    1 2
 QS0404
 QS0404.Superseded values are not recommended for survey control.
 QS0404
 QS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0404.See file dsdata.pdf to determine how the superseded data were derived.
 QS0404
 QS0404_MARKER: DB = BENCH MARK DISK
 QS0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0404_STAMPING: D 307 1945
 QS0404_MARK LOGO: CGS
 QS0404_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0404+STABILITY: SURFACE MOTION
 QS0404
 QS0404  HISTORY     - Date     Condition        Report By
 QS0404  HISTORY     - 1945     MONUMENTED       CGS
 QS0404  HISTORY     - 1949     GOOD             CGS
 QS0404
 QS0404                          STATION DESCRIPTION
 QS0404
 QS0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0404'1.8 MI SE FROM WAKPALA.
 QS0404'1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0404'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, AT A ROAD CROSSING,
 QS0404'0.2 MILE SOUTH OF THE WAKPALA MISSION HOME, 86 FEET NORTH OF THE
 QS0404'THIRD POLE WEST OF MILEPOST 815, 35 FEET NORTH OF THE NORTH
 QS0404'RAIL OF TRACK, 44 FEET EAST OF THE CENTER LINE OF DIRT ROAD, 15
 QS0404'FEET SOUTHEAST OF A FENCE CORNER, 1.8 FOOT WEST OF A REFERENCE POST,
 QS0404'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 QS0404'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0201 ***********************************************************************
 QS0201  DESIGNATION -  D 308
 QS0201  PID         -  QS0201
 QS0201  STATE/COUNTY-  SD/POTTER
 QS0201  COUNTRY     -  US
 QS0201  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0201
 QS0201                         *CURRENT SURVEY CONTROL
 QS0201  ______________________________________________________________________
 QS0201* NAD 83(1986) POSITION- 45 00 49.     (N) 100 02 03.     (W)   SCALED
 QS0201* NAVD 88 ORTHO HEIGHT -   620.589 (meters)     2036.05  (feet) ADJUSTED
 QS0201  ______________________________________________________________________
 QS0201  GEOID HEIGHT    -        -22.542 (meters)                     GEOID18
 QS0201  DYNAMIC HEIGHT  -        620.492 (meters)     2035.73  (feet) COMP
 QS0201  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 QS0201
 QS0201  VERT ORDER      -  SECOND    CLASS 0
 QS0201
 QS0201.The horizontal coordinates were scaled from a map and have
 QS0201.an estimated accuracy of +/- 6 seconds.
 QS0201
 QS0201.The orthometric height was determined by differential leveling and
 QS0201.adjusted by the NATIONAL GEODETIC SURVEY
 QS0201.in June 1991.
 QS0201
 QS0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0201.GEOID18 height accuracy estimate available here.
 QS0201
 QS0201.Click photographs - Photos may exist for this station.
 QS0201
 QS0201.The dynamic height is computed by dividing the NAVD 88
 QS0201.geopotential number by the normal gravity value computed on the
 QS0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0201.degrees latitude (g = 980.6199 gals.).
 QS0201
 QS0201.The modeled gravity was interpolated from observed gravity values.
 QS0201
 QS0201;                    North         East    Units  Estimated Accuracy
 QS0201;SPC SD N     -   131,160.      597,310.      MT  (+/- 180 meters Scaled)
 QS0201
 QS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ185849(NAD 83)
 QS0201
 QS0201                          SUPERSEDED SURVEY CONTROL
 QS0201
 QS0201  NGVD 29 (??/??/92)  620.210  (m)         2034.81   (f) ADJ UNCH    2 0
 QS0201
 QS0201.Superseded values are not recommended for survey control.
 QS0201
 QS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0201.See file dsdata.pdf to determine how the superseded data were derived.
 QS0201
 QS0201_MARKER: DB = BENCH MARK DISK
 QS0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0201_STAMPING: D 308 1945
 QS0201_MARK LOGO: CGS
 QS0201_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0201+STABILITY: SURFACE MOTION
 QS0201
 QS0201  HISTORY     - Date     Condition        Report By
 QS0201  HISTORY     - 1945     MONUMENTED       CGS
 QS0201  HISTORY     - 1970     MARK NOT FOUND   USGS
 QS0201
 QS0201                          STATION DESCRIPTION
 QS0201
 QS0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0201'3.8 MI W FROM GETTYSBURG.
 QS0201'3.8 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2
 QS0201'MILE NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY,
 QS0201'ABOUT 0.2 MILE EAST OF A FARMHOUSE, ABOUT 50 FEET SOUTH OF
 QS0201'THE CENTER LINE OF THE HIGHWAY, ABOUT 60 FEET WEST OF A POLE,
 QS0201'IN LINE WITH A ROW OF POLES, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 QS0201'1 FOOT SOUTH OF A FENCE, AND 1 FOOT WEST OF A WHITE WOODEN
 QS0201'WITNESS POST.  AN IRON BENCH-MARK DISK, STAMPED D 308 1945 AND
 QS0201'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 QS0201'ABOVE GROUND.
 QS0201
 QS0201                          STATION RECOVERY (1970)
 QS0201
 QS0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QS0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0025 ***********************************************************************
 PT0025  DESIGNATION -  D 309
 PT0025  PID         -  PT0025
 PT0025  STATE/COUNTY-  SD/HUGHES
 PT0025  COUNTRY     -  US
 PT0025  USGS QUAD   -  OKOBOJO SE (2017)
 PT0025
 PT0025                         *CURRENT SURVEY CONTROL
 PT0025  ______________________________________________________________________
 PT0025* NAD 83(1986) POSITION- 44 30 16.     (N) 100 22 14.     (W)   SCALED
 PT0025* NAVD 88 ORTHO HEIGHT -   520.961 (meters)     1709.19  (feet) ADJUSTED
 PT0025  ______________________________________________________________________
 PT0025  GEOID HEIGHT    -        -23.096 (meters)                     GEOID18
 PT0025  DYNAMIC HEIGHT  -        520.861 (meters)     1708.86  (feet) COMP
 PT0025  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 PT0025
 PT0025  VERT ORDER      -  FIRST     CLASS II
 PT0025
 PT0025.The horizontal coordinates were scaled from a map and have
 PT0025.an estimated accuracy of +/- 6 seconds.
 PT0025
 PT0025.The orthometric height was determined by differential leveling and
 PT0025.adjusted by the NATIONAL GEODETIC SURVEY
 PT0025.in June 1991.
 PT0025
 PT0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0025.GEOID18 height accuracy estimate available here.
 PT0025
 PT0025.Click photographs - Photos may exist for this station.
 PT0025
 PT0025.The dynamic height is computed by dividing the NAVD 88
 PT0025.geopotential number by the normal gravity value computed on the
 PT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0025.degrees latitude (g = 980.6199 gals.).
 PT0025
 PT0025.The modeled gravity was interpolated from observed gravity values.
 PT0025
 PT0025;                    North         East    Units  Estimated Accuracy
 PT0025;SPC SD S     -   241,210.      597,040.      MT  (+/- 180 meters Scaled)
 PT0025
 PT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ910288(NAD 83)
 PT0025
 PT0025                          SUPERSEDED SURVEY CONTROL
 PT0025
 PT0025  NGVD 29 (??/??/92)  520.575  (m)         1707.92   (f) ADJ UNCH    1 2
 PT0025
 PT0025.Superseded values are not recommended for survey control.
 PT0025
 PT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0025.See file dsdata.pdf to determine how the superseded data were derived.
 PT0025
 PT0025_MARKER: DB = BENCH MARK DISK
 PT0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0025_STAMPING: D 309 1946
 PT0025_MARK LOGO: CGS
 PT0025_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0025+STABILITY: SURFACE MOTION
 PT0025
 PT0025  HISTORY     - Date     Condition        Report By
 PT0025  HISTORY     - 1946     MONUMENTED       CGS
 PT0025  HISTORY     - 1949     GOOD             CGS
 PT0025  HISTORY     - 1966     MARK NOT FOUND   USGS
 PT0025
 PT0025                          STATION DESCRIPTION
 PT0025
 PT0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0025'10.4 MI N FROM PIERRE.
 PT0025'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0025'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO
 PT0025'THE GRAY GOOSE DANCE HALL, THENCE 1.0 MILE WEST ALONG A GRAVELED
 PT0025'ROAD, AT THE JUNCTION OF A T ROAD LEADING SOUTH AND A TRAIL
 PT0025'ROAD LEADING NORTH, 46 FEET SOUTH OF THE CENTER LINE OF THE
 PT0025'GRAVELED ROAD, 33 FEET EAST OF THE CENTER LINE OF THE ROAD
 PT0025'LEADING SOUTH, 10 FEET SOUTH OF A FENCE CORNER, 3.0 FEET WEST
 PT0025'OF A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, AND SET IN
 PT0025'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PT0025
 PT0025                          STATION RECOVERY (1966)
 PT0025
 PT0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PT0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0502 ***********************************************************************
 QS0502  DESIGNATION -  D 31
 QS0502  PID         -  QS0502
 QS0502  STATE/COUNTY-  SD/ZIEBACH
 QS0502  COUNTRY     -  US
 QS0502  USGS QUAD   -  GLAD VALLEY NW (2017)
 QS0502
 QS0502                         *CURRENT SURVEY CONTROL
 QS0502  ______________________________________________________________________
 QS0502* NAD 83(1986) POSITION- 45 23 59.     (N) 101 53 19.     (W)   SCALED
 QS0502* NAVD 88 ORTHO HEIGHT -   764.413 (meters)     2507.91  (feet) ADJUSTED
 QS0502  ______________________________________________________________________
 QS0502  GEOID HEIGHT    -        -19.508 (meters)                     GEOID18
 QS0502  DYNAMIC HEIGHT  -        764.296 (meters)     2507.53  (feet) COMP
 QS0502  MODELED GRAVITY -    980,437.7   (mgal)                       NAVD 88
 QS0502
 QS0502  VERT ORDER      -  FIRST     CLASS II
 QS0502
 QS0502.The horizontal coordinates were scaled from a map and have
 QS0502.an estimated accuracy of +/- 6 seconds.
 QS0502
 QS0502.The orthometric height was determined by differential leveling and
 QS0502.adjusted by the NATIONAL GEODETIC SURVEY
 QS0502.in June 1991.
 QS0502
 QS0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0502.GEOID18 height accuracy estimate available here.
 QS0502
 QS0502.Click photographs - Photos may exist for this station.
 QS0502
 QS0502.The dynamic height is computed by dividing the NAVD 88
 QS0502.geopotential number by the normal gravity value computed on the
 QS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0502.degrees latitude (g = 980.6199 gals.).
 QS0502
 QS0502.The modeled gravity was interpolated from observed gravity values.
 QS0502
 QS0502;                    North         East    Units  Estimated Accuracy
 QS0502;SPC SD N     -   175,790.      452,150.      MT  (+/- 180 meters Scaled)
 QS0502
 QS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR739314(NAD 83)
 QS0502
 QS0502                          SUPERSEDED SURVEY CONTROL
 QS0502
 QS0502  NGVD 29 (??/??/92)  763.967  (m)         2506.45   (f) ADJ UNCH    1 2
 QS0502
 QS0502.Superseded values are not recommended for survey control.
 QS0502
 QS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0502.See file dsdata.pdf to determine how the superseded data were derived.
 QS0502
 QS0502_MARKER: DB = BENCH MARK DISK
 QS0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0502_STAMPING: D 31 1934
 QS0502_MARK LOGO: CGS
 QS0502_PROJECTION: FLUSH
 QS0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0502+STABILITY: SURFACE MOTION
 QS0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0502+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0502
 QS0502  HISTORY     - Date     Condition        Report By
 QS0502  HISTORY     - 1934     MONUMENTED       CGS
 QS0502  HISTORY     - 1941     GOOD             CGS
 QS0502  HISTORY     - 19990622 GOOD             NGS
 QS0502
 QS0502                          STATION DESCRIPTION
 QS0502
 QS0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0502'5.2 MI W FROM GLAD VALLEY.
 QS0502'ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 8 FROM GLAD VALLEY,
 QS0502'ZIEBACH COUNTY, ABOUT 1/3 MILE SOUTH OF A LONE PEAK COVERED
 QS0502'WITH ROCKS, ABOUT 102 YARDS EAST OF A BRIDGE, AND 40 FEET
 QS0502'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 QS0502'STAMPED D 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0502
 QS0502                          STATION RECOVERY (1941)
 QS0502
 QS0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0502'RECOVERED IN GOOD CONDITION.
 QS0502
 QS0502                          STATION RECOVERY (1999)
 QS0502
 QS0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0502'36.8 KM (22.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QS0502'OFFICE IN ISABEL, 452.1 M (1483.3 FT) WEST OF MILEPOST 118, 39.0 M
 QS0502'(128.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 22.0 M (72.2 FT) WEST
 QS0502'OF A FENCE CORNER, 12.6 M (41.3 FT) NORTH OF THE CENTER OF A GRAVELED
 QS0502'ROAD, 1.6 M (5.2 FT) NORTH OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT)
 QS0502'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QS0502'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY HERMAN ROSENAU,
 QS0502'HCR 68, BOX 531, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0876 ***********************************************************************
 PT0876  DESIGNATION -  D 312 RESET
 PT0876  PID         -  PT0876
 PT0876  STATE/COUNTY-  SD/SULLY
 PT0876  COUNTRY     -  US
 PT0876  USGS QUAD   -  OKOBOJO NE (2017)
 PT0876
 PT0876                         *CURRENT SURVEY CONTROL
 PT0876  ______________________________________________________________________
 PT0876* NAD 83(1986) POSITION- 44 42 25.     (N) 100 21 54.     (W)   SCALED
 PT0876* NAVD 88 ORTHO HEIGHT -   566.43  (meters)     1858.4   (feet) RESET
 PT0876  ______________________________________________________________________
 PT0876  GEOID HEIGHT    -        -22.770 (meters)                     GEOID18
 PT0876  VERT ORDER      -  THIRD
 PT0876
 PT0876.The horizontal coordinates were scaled from a map and have
 PT0876.an estimated accuracy of +/- 6 seconds.
 PT0876
 PT0876.The orthometric height was computed from unverified reset data.
 PT0876
 PT0876.No vertical observational check was made to the station.
 PT0876
 PT0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0876.GEOID18 height accuracy estimate available here.
 PT0876
 PT0876.Click photographs - Photos may exist for this station.
 PT0876
 PT0876;                    North         East    Units  Estimated Accuracy
 PT0876;SPC SD N     -    97,140.      571,080.      MT  (+/- 180 meters Scaled)
 PT0876
 PT0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ918513(NAD 83)
 PT0876
 PT0876                          SUPERSEDED SURVEY CONTROL
 PT0876
 PT0876  NGVD 29 (04/17/07)  566.04   (m)         1857.1    (f) RESET       3  
 PT0876
 PT0876.Superseded values are not recommended for survey control.
 PT0876
 PT0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0876.See file dsdata.pdf to determine how the superseded data were derived.
 PT0876
 PT0876_MARKER: DV = VERTICAL CONTROL DISK
 PT0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0876_STAMPING: D 312 RESET 1979
 PT0876_MARK LOGO: NGS
 PT0876_PROJECTION: FLUSH
 PT0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0876+STABILITY: SURFACE MOTION
 PT0876
 PT0876  HISTORY     - Date     Condition        Report By
 PT0876  HISTORY     - 1979     MONUMENTED       NGS
 PT0876
 PT0876                          STATION DESCRIPTION
 PT0876
 PT0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 PT0876'23.3 MI SW FROM AGAR.
 PT0876'12.3 MILES WEST ALONG COUNTY ROAD, THENCE 9.0 MILES SOUTH, THENCE
 PT0876'2.0 MILES WEST FROM THE OLD RAILROAD STATION IN AGAR, 85.0 FEET NORTH
 PT0876'OF CENTER OF ROAD, 48.0 FEET NORTH OF FENCE CORNER, 14.0 FEET WEST
 PT0876'OF CENTER OF TRACK ROAD, AND 1.5 FEET EAST OF FENCE.
 PT0876'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0225 ***********************************************************************
 PT0225  DESIGNATION -  D 313
 PT0225  PID         -  PT0225
 PT0225  STATE/COUNTY-  SD/STANLEY
 PT0225  COUNTRY     -  US
 PT0225  USGS QUAD   -  OAHE DAM (2017)
 PT0225
 PT0225                         *CURRENT SURVEY CONTROL
 PT0225  ______________________________________________________________________
 PT0225* NAD 83(1986) POSITION- 44 25 06.     (N) 100 23 42.     (W)   SCALED
 PT0225* NAVD 88 ORTHO HEIGHT -   444.907 (meters)     1459.67  (feet) ADJUSTED
 PT0225  ______________________________________________________________________
 PT0225  GEOID HEIGHT    -        -23.264 (meters)                     GEOID18
 PT0225  DYNAMIC HEIGHT  -        444.817 (meters)     1459.37  (feet) COMP
 PT0225  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PT0225
 PT0225  VERT ORDER      -  FIRST     CLASS II
 PT0225
 PT0225.The horizontal coordinates were scaled from a map and have
 PT0225.an estimated accuracy of +/- 6 seconds.
 PT0225
 PT0225.The orthometric height was determined by differential leveling and
 PT0225.adjusted by the NATIONAL GEODETIC SURVEY
 PT0225.in June 1991.
 PT0225
 PT0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0225.GEOID18 height accuracy estimate available here.
 PT0225
 PT0225.Click photographs - Photos may exist for this station.
 PT0225
 PT0225.The dynamic height is computed by dividing the NAVD 88
 PT0225.geopotential number by the normal gravity value computed on the
 PT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0225.degrees latitude (g = 980.6199 gals.).
 PT0225
 PT0225.The modeled gravity was interpolated from observed gravity values.
 PT0225
 PT0225;                    North         East    Units  Estimated Accuracy
 PT0225;SPC SD S     -   231,640.      595,090.      MT  (+/- 180 meters Scaled)
 PT0225
 PT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ889192(NAD 83)
 PT0225
 PT0225                          SUPERSEDED SURVEY CONTROL
 PT0225
 PT0225  NGVD 29 (??/??/92)  444.527  (m)         1458.42   (f) ADJ UNCH    1 2
 PT0225
 PT0225.Superseded values are not recommended for survey control.
 PT0225
 PT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0225.See file dsdata.pdf to determine how the superseded data were derived.
 PT0225
 PT0225_MARKER: DD = SURVEY DISK
 PT0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0225_STAMPING: D 313
 PT0225_MARK LOGO: USACE
 PT0225_PROJECTION: PROJECTING 21 CENTIMETERS
 PT0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0225+STABILITY: SURFACE MOTION
 PT0225
 PT0225  HISTORY     - Date     Condition        Report By
 PT0225  HISTORY     - UNK      MONUMENTED       USACE
 PT0225  HISTORY     - 1949     GOOD             CGS
 PT0225  HISTORY     - 1951     GOOD             CGS
 PT0225
 PT0225                          STATION DESCRIPTION
 PT0225
 PT0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0225'4.5 MI NW FROM FORT PIERRE.
 PT0225'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0225'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 3.1 MILES
 PT0225'NORTHWEST ALONG THE OAHE DAM SITE ROAD, 85 YARDS EAST OF THE
 PT0225'CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF
 PT0225'A DIRT ROAD, 34 FEET WEST OF THE CENTER LINE OF AN OLD GRAVELED
 PT0225'ROAD, 25 FEET WEST OF THE WEST GATE POST OF A LARGE WHITE WOODEN
 PT0225'GATE, 15 FEET EAST OF A FENCE CORNER, 1.6 FEET NORTHEAST OF A
 PT0225'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0225'0.7 FOOT ABOVE THE GROUND.
 PT0225
 PT0225                          STATION RECOVERY (1951)
 PT0225
 PT0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0473 ***********************************************************************
 PS0473  DESIGNATION -  D 314
 PS0473  PID         -  PS0473
 PS0473  STATE/COUNTY-  SD/HYDE
 PS0473  COUNTRY     -  US
 PS0473  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0473
 PS0473                         *CURRENT SURVEY CONTROL
 PS0473  ______________________________________________________________________
 PS0473* NAD 83(1986) POSITION- 44 15 57.52   (N) 099 30 08.42   (W)   HD_HELD1
 PS0473* NAVD 88 ORTHO HEIGHT -   585.714 (meters)     1921.63  (feet) ADJUSTED
 PS0473  ______________________________________________________________________
 PS0473  GEOID HEIGHT    -        -24.157 (meters)                     GEOID18
 PS0473  DYNAMIC HEIGHT  -        585.587 (meters)     1921.21  (feet) COMP
 PS0473  MODELED GRAVITY -    980,383.6   (mgal)                       NAVD 88
 PS0473
 PS0473  VERT ORDER      -  SECOND    CLASS 0
 PS0473
 PS0473.The horizontal coordinates were determined by differentially corrected
 PS0473.hand held GPS observations or other comparable positioning techniques
 PS0473.and have an estimated accuracy of +/- 3 meters.
 PS0473
 PS0473.The orthometric height was determined by differential leveling and
 PS0473.adjusted by the NATIONAL GEODETIC SURVEY
 PS0473.in June 1991.
 PS0473
 PS0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0473.GEOID18 height accuracy estimate available here.
 PS0473
 PS0473.Click photographs - Photos may exist for this station.
 PS0473
 PS0473.The dynamic height is computed by dividing the NAVD 88
 PS0473.geopotential number by the normal gravity value computed on the
 PS0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0473.degrees latitude (g = 980.6199 gals.).
 PS0473
 PS0473.The modeled gravity was interpolated from observed gravity values.
 PS0473
 PS0473;                    North         East    Units  Estimated Accuracy
 PS0473;SPC SD N     -    48,199.1     639,737.8     MT  (+/- 3 meters HH1 GPS) 
 PS0473
 PS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5990501537(NAD 83)
 PS0473
 PS0473                          SUPERSEDED SURVEY CONTROL
 PS0473
 PS0473  NGVD 29 (??/??/92)  585.367  (m)         1920.49   (f) ADJ UNCH    2 0
 PS0473
 PS0473.Superseded values are not recommended for survey control.
 PS0473
 PS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0473.See file dsdata.pdf to determine how the superseded data were derived.
 PS0473
 PS0473_MARKER: DB = BENCH MARK DISK
 PS0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0473_STAMPING: D 314 1946
 PS0473_MARK LOGO: CGS
 PS0473_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0473+STABILITY: SURFACE MOTION
 PS0473
 PS0473  HISTORY     - Date     Condition        Report By
 PS0473  HISTORY     - 1946     MONUMENTED       CGS
 PS0473
 PS0473                          STATION DESCRIPTION
 PS0473
 PS0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0473'5 MI NW FROM STEPHAN.
 PS0473'5.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK
 PS0473'MAY BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG
 PS0473'A GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE
 PS0473'1.0 MILE NORTH ALONG STATE HIGHWAY 47, AND THENCE 3.0 MILES WEST
 PS0473'ALONG A GRAVEL ROAD.  IT IS AT A SECTION LINE, 50 YARDS EAST OF
 PS0473'A FARMHOUSE, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.4
 PS0473'FEET NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF THE FENCE, 2.2
 PS0473'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 PS0473'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D 314 1946 AND
 PS0473'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0118 ***********************************************************************
 OR0118  DESIGNATION -  D 316
 OR0118  PID         -  OR0118
 OR0118  STATE/COUNTY-  SD/CHARLES MIX
 OR0118  COUNTRY     -  US
 OR0118  USGS QUAD   -  WAGNER (2017)
 OR0118
 OR0118                         *CURRENT SURVEY CONTROL
 OR0118  ______________________________________________________________________
 OR0118* NAD 83(1986) POSITION- 43 03 58.     (N) 098 18 29.     (W)   SCALED
 OR0118* NAVD 88 ORTHO HEIGHT -   448.733 (meters)     1472.22  (feet) ADJUSTED
 OR0118  ______________________________________________________________________
 OR0118  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 OR0118  DYNAMIC HEIGHT  -        448.581 (meters)     1471.72  (feet) COMP
 OR0118  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OR0118
 OR0118  VERT ORDER      -  SECOND    CLASS 0
 OR0118
 OR0118.The horizontal coordinates were scaled from a map and have
 OR0118.an estimated accuracy of +/- 6 seconds.
 OR0118
 OR0118.The orthometric height was determined by differential leveling and
 OR0118.adjusted by the NATIONAL GEODETIC SURVEY
 OR0118.in June 1991.
 OR0118
 OR0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0118.GEOID18 height accuracy estimate available here.
 OR0118
 OR0118.Click photographs - Photos may exist for this station.
 OR0118
 OR0118.The dynamic height is computed by dividing the NAVD 88
 OR0118.geopotential number by the normal gravity value computed on the
 OR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0118.degrees latitude (g = 980.6199 gals.).
 OR0118
 OR0118.The modeled gravity was interpolated from observed gravity values.
 OR0118
 OR0118;                    North         East    Units  Estimated Accuracy
 OR0118;SPC SD S     -    83,420.      764,940.      MT  (+/- 180 meters Scaled)
 OR0118
 OR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN563683(NAD 83)
 OR0118
 OR0118                          SUPERSEDED SURVEY CONTROL
 OR0118
 OR0118  NGVD 29 (??/??/92)  448.448  (m)         1471.28   (f) ADJ UNCH    2 0
 OR0118
 OR0118.Superseded values are not recommended for survey control.
 OR0118
 OR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0118.See file dsdata.pdf to determine how the superseded data were derived.
 OR0118
 OR0118_MARKER: DB = BENCH MARK DISK
 OR0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0118_STAMPING: D 316 1946
 OR0118_MARK LOGO: CGS
 OR0118_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0118+STABILITY: SURFACE MOTION
 OR0118
 OR0118  HISTORY     - Date     Condition        Report By
 OR0118  HISTORY     - 1946     MONUMENTED       CGS
 OR0118
 OR0118                          STATION DESCRIPTION
 OR0118
 OR0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0118'1.6 MI S FROM WAGNER.
 OR0118'TO REACH FROM THE POST OFFICE AT WAGNER GO SOUTH 0.9 MILE ALONG
 OR0118'A GRAVELED ROAD, THENCE WEST 0.7 MILE WEST ALONG A GRAVELED
 OR0118'ROAD TO SITE OF MARK, BENCH MARK IS AT A ROAD INTERSECTION, ABOUT
 OR0118'74 YARDS SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 33.0
 OR0118'FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 OR0118'NORTH-SOUTH ROAD, 92.0 FEET SOUTH OF THE SOUTH END OF A STEEL
 OR0118'GATE, 34.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE
 OR0118'AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 OR0118'STAMPED D 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0118'PROJECTS 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1463 ***********************************************************************
 NM1463  DESIGNATION -  D 317
 NM1463  PID         -  NM1463
 NM1463  STATE/COUNTY-  SD/BON HOMME
 NM1463  COUNTRY     -  US
 NM1463  USGS QUAD   -  TYNDALL (2017)
 NM1463
 NM1463                         *CURRENT SURVEY CONTROL
 NM1463  ______________________________________________________________________
 NM1463* NAD 83(1986) POSITION- 42 53 38.13   (N) 097 46 24.75   (W)   HD_HELD1
 NM1463* NAVD 88 ORTHO HEIGHT -   393.902 (meters)     1292.33  (feet) ADJUSTED
 NM1463  ______________________________________________________________________
 NM1463  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 NM1463  DYNAMIC HEIGHT  -        393.777 (meters)     1291.92  (feet) COMP
 NM1463  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 NM1463
 NM1463  VERT ORDER      -  SECOND    CLASS 0
 NM1463
 NM1463.The horizontal coordinates were determined by differentially corrected
 NM1463.hand held GPS observations or other comparable positioning techniques
 NM1463.and have an estimated accuracy of +/- 3 meters.
 NM1463
 NM1463.The orthometric height was determined by differential leveling and
 NM1463.adjusted by the NATIONAL GEODETIC SURVEY
 NM1463.in June 1991.
 NM1463
 NM1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1463.GEOID18 height accuracy estimate available here.
 NM1463
 NM1463.Click photographs - Photos may exist for this station.
 NM1463
 NM1463.The dynamic height is computed by dividing the NAVD 88
 NM1463.geopotential number by the normal gravity value computed on the
 NM1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1463.degrees latitude (g = 980.6199 gals.).
 NM1463
 NM1463.The modeled gravity was interpolated from observed gravity values.
 NM1463
 NM1463;                    North         East    Units  Estimated Accuracy
 NM1463;SPC SD S     -    65,499.1     809,050.6     MT  (+/- 3 meters HH1 GPS) 
 NM1463
 NM1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0013849765(NAD 83)
 NM1463
 NM1463                          SUPERSEDED SURVEY CONTROL
 NM1463
 NM1463  NGVD 29 (??/??/92)  393.683  (m)         1291.61   (f) ADJ UNCH    2 0
 NM1463
 NM1463.Superseded values are not recommended for survey control.
 NM1463
 NM1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1463.See file dsdata.pdf to determine how the superseded data were derived.
 NM1463
 NM1463_MARKER: DB = BENCH MARK DISK
 NM1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1463_STAMPING: D 317 1946
 NM1463_MARK LOGO: CGS
 NM1463_PROJECTION: FLUSH
 NM1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1463+STABILITY: SURFACE MOTION
 NM1463
 NM1463  HISTORY     - Date     Condition        Report By
 NM1463  HISTORY     - 1946     MONUMENTED       CGS
 NM1463  HISTORY     - 1977     GOOD             LOCENG
 NM1463
 NM1463                          STATION DESCRIPTION
 NM1463
 NM1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1463'9 MI NE FROM SPRINGFIELD.
 NM1463'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0
 NM1463'MILES ALONG STATE HIGHWAY NO. 37, THENCE EAST 6.0 MILES ALONG A
 NM1463'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION
 NM1463'OF TWO GRAVELED ROADS, 44.0 FEET NORTH OF AND ABOUT LEVEL WITH
 NM1463'THE CENTER LINE OF THE EAST-WEST ROAD, 31.0 FEET WEST OF THE
 NM1463'CENTER LINE OF THE NORTH-SOUTH ROAD, 11.0 FEET NORTH OF A FENCE
 NM1463'CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN
 NM1463'X 4 IN MARKER POST.  A BRONZE DISK STAMPED D 317 1946 SET IN
 NM1463'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 NM1463
 NM1463                          STATION RECOVERY (1977)
 NM1463
 NM1463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NM1463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0525 ***********************************************************************
 OR0525  DESIGNATION -  D 318
 OR0525  PID         -  OR0525
 OR0525  STATE/COUNTY-  SD/GREGORY
 OR0525  COUNTRY     -  US
 OR0525  USGS QUAD   -  GREGORY (2017)
 OR0525
 OR0525                         *CURRENT SURVEY CONTROL
 OR0525  ______________________________________________________________________
 OR0525* NAD 83(1986) POSITION- 43 11 47.     (N) 099 26 10.     (W)   SCALED
 OR0525* NAVD 88 ORTHO HEIGHT -   638.659 (meters)     2095.33  (feet) ADJUSTED
 OR0525  ______________________________________________________________________
 OR0525  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 OR0525  DYNAMIC HEIGHT  -        638.413 (meters)     2094.53  (feet) COMP
 OR0525  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 OR0525
 OR0525  VERT ORDER      -  SECOND    CLASS 0
 OR0525
 OR0525.The horizontal coordinates were scaled from a map and have
 OR0525.an estimated accuracy of +/- 6 seconds.
 OR0525
 OR0525.The orthometric height was determined by differential leveling and
 OR0525.adjusted by the NATIONAL GEODETIC SURVEY
 OR0525.in June 1991.
 OR0525
 OR0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0525.GEOID18 height accuracy estimate available here.
 OR0525
 OR0525.Click photographs - Photos may exist for this station.
 OR0525
 OR0525.The dynamic height is computed by dividing the NAVD 88
 OR0525.geopotential number by the normal gravity value computed on the
 OR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0525.degrees latitude (g = 980.6199 gals.).
 OR0525
 OR0525.The modeled gravity was interpolated from observed gravity values.
 OR0525
 OR0525;                    North         East    Units  Estimated Accuracy
 OR0525;SPC SD S     -    96,270.      672,920.      MT  (+/- 180 meters Scaled)
 OR0525
 OR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN645827(NAD 83)
 OR0525
 OR0525                          SUPERSEDED SURVEY CONTROL
 OR0525
 OR0525  NGVD 29 (??/??/92)  638.319  (m)         2094.22   (f) ADJ UNCH    2 0
 OR0525
 OR0525.Superseded values are not recommended for survey control.
 OR0525
 OR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0525.See file dsdata.pdf to determine how the superseded data were derived.
 OR0525
 OR0525_MARKER: DB = BENCH MARK DISK
 OR0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0525_STAMPING: D 318 1946
 OR0525_MARK LOGO: CGS
 OR0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0525+STABILITY: SURFACE MOTION
 OR0525
 OR0525  HISTORY     - Date     Condition        Report By
 OR0525  HISTORY     - 1946     MONUMENTED       CGS
 OR0525  HISTORY     - 1962     POOR             USGS
 OR0525
 OR0525                          STATION DESCRIPTION
 OR0525
 OR0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0525'2.2 MI S FROM GREGORY.
 OR0525'ALONG A GRAVELED CUNTY ROAD, 2.2 MILES SOUTH OF THE CHICAGO
 OR0525'AND NORTHWESTERN RAILROAD STATION IN GREGORY, AT GREGORY AIRPORT,
 OR0525'135 FEET SOUTH OF THE NORTHEAST CORNER OF THE AIR FIELD, 30 FEET
 OR0525'WEST OF THE CENTER OF THE ROAD, 3 FEET NORTH OF WITNESS POST,
 OR0525'1 FOOT WEST OF FENCE.
 OR0525
 OR0525                          STATION RECOVERY (1962)
 OR0525
 OR0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0525'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0482 ***********************************************************************
 OQ0482  DESIGNATION -  D 319
 OQ0482  PID         -  OQ0482
 OQ0482  STATE/COUNTY-  SD/YANKTON
 OQ0482  COUNTRY     -  US
 OQ0482  USGS QUAD   -  KLOUCEK LAKE (2017)
 OQ0482
 OQ0482                         *CURRENT SURVEY CONTROL
 OQ0482  ______________________________________________________________________
 OQ0482* NAD 83(1986) POSITION- 43 02 53.     (N) 097 37 50.     (W)   SCALED
 OQ0482* NAVD 88 ORTHO HEIGHT -   420.604 (meters)     1379.93  (feet) ADJUSTED
 OQ0482  ______________________________________________________________________
 OQ0482  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 OQ0482  DYNAMIC HEIGHT  -        420.475 (meters)     1379.51  (feet) COMP
 OQ0482  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 OQ0482
 OQ0482  VERT ORDER      -  SECOND    CLASS 0
 OQ0482
 OQ0482.The horizontal coordinates were scaled from a map and have
 OQ0482.an estimated accuracy of +/- 6 seconds.
 OQ0482
 OQ0482.The orthometric height was determined by differential leveling and
 OQ0482.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0482.in June 1991.
 OQ0482
 OQ0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0482.GEOID18 height accuracy estimate available here.
 OQ0482
 OQ0482.Click photographs - Photos may exist for this station.
 OQ0482
 OQ0482.The dynamic height is computed by dividing the NAVD 88
 OQ0482.geopotential number by the normal gravity value computed on the
 OQ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0482.degrees latitude (g = 980.6199 gals.).
 OQ0482
 OQ0482.The modeled gravity was interpolated from observed gravity values.
 OQ0482
 OQ0482;                    North         East    Units  Estimated Accuracy
 OQ0482;SPC SD S     -    82,980.      820,170.      MT  (+/- 180 meters Scaled)
 OQ0482
 OQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN115670(NAD 83)
 OQ0482
 OQ0482                          SUPERSEDED SURVEY CONTROL
 OQ0482
 OQ0482  NGVD 29 (??/??/92)  420.367  (m)         1379.15   (f) ADJ UNCH    2 0
 OQ0482
 OQ0482.Superseded values are not recommended for survey control.
 OQ0482
 OQ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0482.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0482
 OQ0482_MARKER: DB = BENCH MARK DISK
 OQ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0482_STAMPING: D 319 1946
 OQ0482_MARK LOGO: CGS
 OQ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0482+STABILITY: SURFACE MOTION
 OQ0482
 OQ0482  HISTORY     - Date     Condition        Report By
 OQ0482  HISTORY     - 1946     MONUMENTED       CGS
 OQ0482  HISTORY     - 1974     GOOD             USGS
 OQ0482
 OQ0482                          STATION DESCRIPTION
 OQ0482
 OQ0482'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0482'11.2 MI SE FROM SCOTLAND.
 OQ0482'SCOTLAND 6.9 MILE SOUTH, 4.3 MILE EAST OF, 1.6 MILE NORTH, 2.7
 OQ0482'MILE WEST OF LESTERVILLE, T 95 N, R 57 W, IN THE NW 1/4 OF
 OQ0482'SECTION 18, ABOUT 1/4 MILE SE OF A SECTION ROAD CROSSING THE
 OQ0482'C.M. AND ST. P. RR, 3 FEET WEST OF MILEPOST 593, 156 FEET SOUTH
 OQ0482'OF A FIELD ROAD CROSSING, 42 FEET SW OF THE CENTER OF THE TRACK,
 OQ0482'8 FEET NE OF THE ROW FENCE, IN A CONCRETE POST A STD DISK
 OQ0482'STAMPED D 319 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0145 ***********************************************************************
 OS0145  DESIGNATION -  D 321
 OS0145  PID         -  OS0145
 OS0145  STATE/COUNTY-  SD/TODD
 OS0145  COUNTRY     -  US
 OS0145  USGS QUAD   -  KEYAPAHA (2017)
 OS0145
 OS0145                         *CURRENT SURVEY CONTROL
 OS0145  ______________________________________________________________________
 OS0145* NAD 83(1986) POSITION- 43 06 14.     (N) 100 11 55.     (W)   SCALED
 OS0145* NAVD 88 ORTHO HEIGHT -   708.540 (meters)     2324.60  (feet) ADJUSTED
 OS0145  ______________________________________________________________________
 OS0145  GEOID HEIGHT    -        -23.611 (meters)                     GEOID18
 OS0145  DYNAMIC HEIGHT  -        708.262 (meters)     2323.69  (feet) COMP
 OS0145  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 OS0145
 OS0145  VERT ORDER      -  SECOND    CLASS 0
 OS0145
 OS0145.The horizontal coordinates were scaled from a map and have
 OS0145.an estimated accuracy of +/- 6 seconds.
 OS0145
 OS0145.The orthometric height was determined by differential leveling and
 OS0145.adjusted by the NATIONAL GEODETIC SURVEY
 OS0145.in June 1991.
 OS0145
 OS0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0145.GEOID18 height accuracy estimate available here.
 OS0145
 OS0145.Click photographs - Photos may exist for this station.
 OS0145
 OS0145.The dynamic height is computed by dividing the NAVD 88
 OS0145.geopotential number by the normal gravity value computed on the
 OS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0145.degrees latitude (g = 980.6199 gals.).
 OS0145
 OS0145.The modeled gravity was interpolated from observed gravity values.
 OS0145
 OS0145;                    North         East    Units  Estimated Accuracy
 OS0145;SPC SD S     -    85,610.      610,970.      MT  (+/- 180 meters Scaled)
 OS0145
 OS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN024730(NAD 83)
 OS0145
 OS0145                          SUPERSEDED SURVEY CONTROL
 OS0145
 OS0145  NGVD 29 (??/??/92)  708.208  (m)         2323.51   (f) ADJ UNCH    2 0
 OS0145
 OS0145.Superseded values are not recommended for survey control.
 OS0145
 OS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0145.See file dsdata.pdf to determine how the superseded data were derived.
 OS0145
 OS0145_MARKER: DB = BENCH MARK DISK
 OS0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0145_SP_SET: BRIDGE
 OS0145_STAMPING: D 321 1946
 OS0145_MARK LOGO: CGS
 OS0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0145
 OS0145  HISTORY     - Date     Condition        Report By
 OS0145  HISTORY     - 1946     MONUMENTED       CGS
 OS0145
 OS0145                          STATION DESCRIPTION
 OS0145
 OS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0145'3.6 MI W FROM KEYAPAHA.
 OS0145'ABOUT 3.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0145'OFFICE AT KEYAPAHA, AND AT A CURVE IN THE ROAD, A BRONZE DISC
 OS0145'STAMPED D 321 1946 AND SET IN THE TOP OF THE SOUTH END OF THE
 OS0145'SOUTHWEST WINGWALL OF A STONE AND CONCRETE BRIDGE, 18 FEET WEST
 OS0145'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0781 ***********************************************************************
 NM0781  DESIGNATION -  D 325
 NM0781  PID         -  NM0781
 NM0781  STATE/COUNTY-  SD/UNION
 NM0781  COUNTRY     -  US
 NM0781  USGS QUAD   -  PONCA (2017)
 NM0781
 NM0781                         *CURRENT SURVEY CONTROL
 NM0781  ______________________________________________________________________
 NM0781* NAD 83(1986) POSITION- 42 36 19.     (N) 096 38 40.     (W)   SCALED
 NM0781* NAVD 88 ORTHO HEIGHT -   341.152 (meters)     1119.26  (feet) ADJUSTED
 NM0781  ______________________________________________________________________
 NM0781  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 NM0781  DYNAMIC HEIGHT  -        341.047 (meters)     1118.92  (feet) COMP
 NM0781  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NM0781
 NM0781  VERT ORDER      -  SECOND    CLASS 0
 NM0781
 NM0781.The horizontal coordinates were scaled from a map and have
 NM0781.an estimated accuracy of +/- 6 seconds.
 NM0781
 NM0781.The orthometric height was determined by differential leveling and
 NM0781.adjusted by the NATIONAL GEODETIC SURVEY
 NM0781.in June 1991.
 NM0781
 NM0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0781.GEOID18 height accuracy estimate available here.
 NM0781
 NM0781.Click photographs - Photos may exist for this station.
 NM0781
 NM0781.The dynamic height is computed by dividing the NAVD 88
 NM0781.geopotential number by the normal gravity value computed on the
 NM0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0781.degrees latitude (g = 980.6199 gals.).
 NM0781
 NM0781.The modeled gravity was interpolated from observed gravity values.
 NM0781
 NM0781;                    North         East    Units  Estimated Accuracy
 NM0781;SPC SD S     -    36,930.      902,630.      MT  (+/- 180 meters Scaled)
 NM0781
 NM0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN932196(NAD 83)
 NM0781
 NM0781                          SUPERSEDED SURVEY CONTROL
 NM0781
 NM0781  NGVD 29 (??/??/92)  340.978  (m)         1118.69   (f) ADJ UNCH    2 0
 NM0781
 NM0781.Superseded values are not recommended for survey control.
 NM0781
 NM0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0781.See file dsdata.pdf to determine how the superseded data were derived.
 NM0781
 NM0781_MARKER: DB = BENCH MARK DISK
 NM0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0781_STAMPING: D 325 1948
 NM0781_MARK LOGO: CGS
 NM0781_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0781+STABILITY: SURFACE MOTION
 NM0781
 NM0781  HISTORY     - Date     Condition        Report By
 NM0781  HISTORY     - 1948     MONUMENTED       CGS
 NM0781
 NM0781                          STATION DESCRIPTION
 NM0781
 NM0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0781'4.3 MI W FROM JEFFERSON.
 NM0781'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0781'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0781'WEST ALONG A PAVED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVEL
 NM0781'ROAD, IN THE NORTHEAST QUARTER OF A ROAD CROSSING, IN THE SOUTHEAST
 NM0781'CORNER OF THE ALLARD SCHOOL DIST. 15 SCHOOL YARD, 106.3 FEET
 NM0781'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 44.0 FEET
 NM0781'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 10.4 FEET NORTH
 NM0781'OF A CORNER FENCE POST, 13.5 FEET NORTHWEST OF A POWER LINE POLE,
 NM0781'1.7 FEET WEST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET
 NM0781'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0142 ***********************************************************************
 OQ0142  DESIGNATION -  D 326
 OQ0142  PID         -  OQ0142
 OQ0142  STATE/COUNTY-  SD/LINCOLN
 OQ0142  COUNTRY     -  US
 OQ0142  USGS QUAD   -  HAWARDEN NORTH (2018)
 OQ0142
 OQ0142                         *CURRENT SURVEY CONTROL
 OQ0142  ______________________________________________________________________
 OQ0142* NAD 83(1986) POSITION- 43 05 37.     (N) 096 28 31.     (W)   SCALED
 OQ0142* NAVD 88 ORTHO HEIGHT -   367.230 (meters)     1204.82  (feet) ADJUSTED
 OQ0142  ______________________________________________________________________
 OQ0142  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 OQ0142  DYNAMIC HEIGHT  -        367.127 (meters)     1204.48  (feet) COMP
 OQ0142  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 OQ0142
 OQ0142  VERT ORDER      -  FIRST     CLASS II
 OQ0142
 OQ0142.The horizontal coordinates were scaled from a map and have
 OQ0142.an estimated accuracy of +/- 6 seconds.
 OQ0142
 OQ0142.The orthometric height was determined by differential leveling and
 OQ0142.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0142.in June 1991.
 OQ0142
 OQ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0142.GEOID18 height accuracy estimate available here.
 OQ0142
 OQ0142.Click photographs - Photos may exist for this station.
 OQ0142
 OQ0142.The dynamic height is computed by dividing the NAVD 88
 OQ0142.geopotential number by the normal gravity value computed on the
 OQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0142.degrees latitude (g = 980.6199 gals.).
 OQ0142
 OQ0142.The modeled gravity was interpolated from observed gravity values.
 OQ0142
 OQ0142;                    North         East    Units  Estimated Accuracy
 OQ0142;SPC SD S     -    91,750.      913,980.      MT  (+/- 180 meters Scaled)
 OQ0142
 OQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN054743(NAD 83)
 OQ0142
 OQ0142                          SUPERSEDED SURVEY CONTROL
 OQ0142
 OQ0142  NGVD 29 (??/??/92)  367.010  (m)         1204.10   (f) ADJ UNCH    1 2
 OQ0142
 OQ0142.Superseded values are not recommended for survey control.
 OQ0142
 OQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0142.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0142
 OQ0142_MARKER: DB = BENCH MARK DISK
 OQ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0142_STAMPING: D 326 1949
 OQ0142_MARK LOGO: CGS
 OQ0142_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0142+STABILITY: SURFACE MOTION
 OQ0142
 OQ0142  HISTORY     - Date     Condition        Report By
 OQ0142  HISTORY     - 1949     MONUMENTED       CGS
 OQ0142  HISTORY     - 20120229 MARK NOT FOUND   INDIV
 OQ0142
 OQ0142                          STATION DESCRIPTION
 OQ0142
 OQ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0142'2.7 MI S FROM HUDSON.
 OQ0142'2.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0142'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HUDSON, 0.2 MILE
 OQ0142'NORTH OF A PRIVATE ROAD CROSSING, 44.0 FEET WEST OF THE WEST
 OQ0142'RAIL, 40.0 FEET SOUTHWEST OF MILE POST 32, 1.0 FOOT EAST OF THE
 OQ0142'RIGHT-OF-WAY FENCE, 1.8 FEET NORTH OF A REFERENCE POST, AND SET
 OQ0142'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OQ0142'GROUND.
 OQ0142
 OQ0142                          STATION RECOVERY (2012)
 OQ0142
 OQ0142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0222 ***********************************************************************
 OQ0222  DESIGNATION -  D 327
 OQ0222  PID         -  OQ0222
 OQ0222  STATE/COUNTY-  SD/LINCOLN
 OQ0222  COUNTRY     -  US
 OQ0222  USGS QUAD   -  CANTON (2017)
 OQ0222
 OQ0222                         *CURRENT SURVEY CONTROL
 OQ0222  ______________________________________________________________________
 OQ0222* NAD 83(1986) POSITION- 43 22 23.     (N) 096 32 57.     (W)   SCALED
 OQ0222* NAVD 88 ORTHO HEIGHT -   403.751 (meters)     1324.64  (feet) ADJUSTED
 OQ0222  ______________________________________________________________________
 OQ0222  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 OQ0222  DYNAMIC HEIGHT  -        403.643 (meters)     1324.29  (feet) COMP
 OQ0222  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 OQ0222
 OQ0222  VERT ORDER      -  SECOND    CLASS 0
 OQ0222
 OQ0222.The horizontal coordinates were scaled from a map and have
 OQ0222.an estimated accuracy of +/- 6 seconds.
 OQ0222
 OQ0222.The orthometric height was determined by differential leveling and
 OQ0222.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0222.in June 1991.
 OQ0222
 OQ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0222.GEOID18 height accuracy estimate available here.
 OQ0222
 OQ0222.Click photographs - Photos may exist for this station.
 OQ0222
 OQ0222.The dynamic height is computed by dividing the NAVD 88
 OQ0222.geopotential number by the normal gravity value computed on the
 OQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0222.degrees latitude (g = 980.6199 gals.).
 OQ0222
 OQ0222.The modeled gravity was interpolated from observed gravity values.
 OQ0222
 OQ0222;                    North         East    Units  Estimated Accuracy
 OQ0222;SPC SD S     -   122,490.      906,560.      MT  (+/- 180 meters Scaled)
 OQ0222
 OQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP985051(NAD 83)
 OQ0222
 OQ0222                          SUPERSEDED SURVEY CONTROL
 OQ0222
 OQ0222  NGVD 29 (??/??/92)  403.504  (m)         1323.83   (f) ADJ UNCH    2 0
 OQ0222
 OQ0222.Superseded values are not recommended for survey control.
 OQ0222
 OQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0222.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0222
 OQ0222_MARKER: DB = BENCH MARK DISK
 OQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0222_STAMPING: D 327 1949
 OQ0222_MARK LOGO: CGS
 OQ0222_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0222+STABILITY: SURFACE MOTION
 OQ0222
 OQ0222  HISTORY     - Date     Condition        Report By
 OQ0222  HISTORY     - 1949     MONUMENTED       CGS
 OQ0222
 OQ0222                          STATION DESCRIPTION
 OQ0222
 OQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0222'7.1 MI SE FROM CANTON.
 OQ0222'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT
 OQ0222'CANTON, THENCE 5.0 MILES NORTH ALONG A GRAVELED ROAD, 44.0 FEET
 OQ0222'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 32.0 FEET EAST
 OQ0222'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 9.0 FEET NORTH OF A FENCE
 OQ0222'CORNER POST, 1.0 FOOT EAST OF THE FENCE, 1.4 FEET SOUTH OF A
 OQ0222'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0222'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0584 ***********************************************************************
 OQ0584  DESIGNATION -  D 327 RESET
 OQ0584  PID         -  OQ0584
 OQ0584  STATE/COUNTY-  SD/LINCOLN
 OQ0584  COUNTRY     -  US
 OQ0584  USGS QUAD   -  CANTON (2017)
 OQ0584
 OQ0584                         *CURRENT SURVEY CONTROL
 OQ0584  ______________________________________________________________________
 OQ0584* NAD 83(1986) POSITION- 43 22 23.     (N) 096 32 57.     (W)   SCALED
 OQ0584* NAVD 88 ORTHO HEIGHT -   403.30  (meters)     1323.2   (feet) RESET
 OQ0584  ______________________________________________________________________
 OQ0584  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 OQ0584  VERT ORDER      -  THIRD
 OQ0584
 OQ0584.The horizontal coordinates were scaled from a map and have
 OQ0584.an estimated accuracy of +/- 6 seconds.
 OQ0584
 OQ0584.The orthometric height was computed from unverified reset data.
 OQ0584
 OQ0584.No vertical observational check was made to the station.
 OQ0584
 OQ0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0584.GEOID18 height accuracy estimate available here.
 OQ0584
 OQ0584.Click photographs - Photos may exist for this station.
 OQ0584
 OQ0584;                    North         East    Units  Estimated Accuracy
 OQ0584;SPC SD S     -   122,490.      906,560.      MT  (+/- 180 meters Scaled)
 OQ0584
 OQ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP985051(NAD 83)
 OQ0584
 OQ0584                          SUPERSEDED SURVEY CONTROL
 OQ0584
 OQ0584  NGVD 29 (04/17/07)  403.06   (m)         1322.4    (f) RESET       3  
 OQ0584
 OQ0584.Superseded values are not recommended for survey control.
 OQ0584
 OQ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0584.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0584
 OQ0584_MARKER: DV = VERTICAL CONTROL DISK
 OQ0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0584_STAMPING: D 327 RESET 1977
 OQ0584_MARK LOGO: NGS
 OQ0584_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0584+STABILITY: SURFACE MOTION
 OQ0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0584+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OQ0584
 OQ0584  HISTORY     - Date     Condition        Report By
 OQ0584  HISTORY     - 1977     MONUMENTED       NGS
 OQ0584  HISTORY     - 20110317 GOOD             INDIV
 OQ0584
 OQ0584                          STATION DESCRIPTION
 OQ0584
 OQ0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OQ0584'7.1 MI NE FROM CANTON.
 OQ0584'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE IN CANTON,
 OQ0584'THENCE 5.0 MILES NORTH ALONG A GRAVELED ROAD, 55.0 FEET WEST OF THE
 OQ0584'CENTER OF THE NORTH-SOUTH ROAD, 32.0 FEET NORTH OF THE CENTER
 OQ0584'OF THE CROSSROAD, 4.0 FEET WEST OF A FENCE CORNER, AND 1.0 FOOT
 OQ0584'SOUTH OF A FENCE.
 OQ0584'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 OQ0584
 OQ0584                          STATION RECOVERY (2011)
 OQ0584
 OQ0584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JHC)
 OQ0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0330 ***********************************************************************
 OQ0330  DESIGNATION -  D 328
 OQ0330  PID         -  OQ0330
 OQ0330  STATE/COUNTY-  SD/MINNEHAHA
 OQ0330  COUNTRY     -  US
 OQ0330  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0330
 OQ0330                         *CURRENT SURVEY CONTROL
 OQ0330  ______________________________________________________________________
 OQ0330* NAD 83(1986) POSITION- 43 34 22.     (N) 096 44 16.     (W)   SCALED
 OQ0330* NAVD 88 ORTHO HEIGHT -   432.883 (meters)     1420.22  (feet) ADJUSTED
 OQ0330  ______________________________________________________________________
 OQ0330  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 OQ0330  DYNAMIC HEIGHT  -        432.770 (meters)     1419.85  (feet) COMP
 OQ0330  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 OQ0330
 OQ0330  VERT ORDER      -  FIRST     CLASS II
 OQ0330
 OQ0330.This mark is at Joe Foss Field Airport (FSD)
 OQ0330
 OQ0330.The horizontal coordinates were scaled from a map and have
 OQ0330.an estimated accuracy of +/- 6 seconds.
 OQ0330
 OQ0330.The orthometric height was determined by differential leveling and
 OQ0330.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0330.in June 1991.
 OQ0330
 OQ0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0330.GEOID18 height accuracy estimate available here.
 OQ0330
 OQ0330.Click photographs - Photos may exist for this station.
 OQ0330
 OQ0330.The dynamic height is computed by dividing the NAVD 88
 OQ0330.geopotential number by the normal gravity value computed on the
 OQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0330.degrees latitude (g = 980.6199 gals.).
 OQ0330
 OQ0330.The modeled gravity was interpolated from observed gravity values.
 OQ0330
 OQ0330;                    North         East    Units  Estimated Accuracy
 OQ0330;SPC SD S     -   143,980.      890,330.      MT  (+/- 180 meters Scaled)
 OQ0330
 OQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP826269(NAD 83)
 OQ0330
 OQ0330                          SUPERSEDED SURVEY CONTROL
 OQ0330
 OQ0330  NGVD 29 (??/??/92)  432.598  (m)         1419.28   (f) ADJ UNCH    1 2
 OQ0330
 OQ0330.Superseded values are not recommended for survey control.
 OQ0330
 OQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0330.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0330
 OQ0330_MARKER: DB = BENCH MARK DISK
 OQ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0330_STAMPING: D 328 1949
 OQ0330_MARK LOGO: CGS
 OQ0330_PROJECTION: FLUSH
 OQ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0330+STABILITY: SURFACE MOTION
 OQ0330
 OQ0330  HISTORY     - Date     Condition        Report By
 OQ0330  HISTORY     - 1949     MONUMENTED       CGS
 OQ0330  HISTORY     - 1975     MARK NOT FOUND   NGS
 OQ0330  HISTORY     - 1979     GOOD             NGS
 OQ0330  HISTORY     - 19900525 MARK NOT FOUND   NGS
 OQ0330  HISTORY     - 19960510 MARK NOT FOUND   NGS
 OQ0330  HISTORY     - 20110224 MARK NOT FOUND   INDIV
 OQ0330
 OQ0330                          STATION DESCRIPTION
 OQ0330
 OQ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0330'1.2 MI N FROM SIOUX FALLS.
 OQ0330'2 BLOCKS WEST ALONG WEST SIXTH STREET FROM THE COURTHOUSE AT
 OQ0330'SIOUX FALLS, THENCE 1.2 MILES NORTH ALONG MINNESOTA AVENUE, AT
 OQ0330'THE SIOUX FALLS MUNICIPAL AIRPORT, AT THE ADMINISTRATION BUILDING,
 OQ0330'57.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 42.0
 OQ0330'FEET NORTHWEST OF THE WEST DOOR OF THE BUILDING WHICH LEADS TO
 OQ0330'THE U.S. WEATHER BUREAU STATION, 36.3 FEET WEST OF THE WEST
 OQ0330'FACE OF THE BUILDING, 30.7 FEET NORTHEAST OF THE NORTHEAST LEG OF
 OQ0330'THE THERMOMETER BOX, AND SET IN THE TOP OF A CONCRETE POST WHICH
 OQ0330'IS FLUSH WITH THE GROUND.  NOTE-- MARK HAS BEEN COVERED BY APPROX.
 OQ0330'6 INCHES OF ASPHALT.
 OQ0330
 OQ0330                          STATION RECOVERY (1975)
 OQ0330
 OQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OQ0330'MARK NOT FOUND.
 OQ0330
 OQ0330                          STATION RECOVERY (1979)
 OQ0330
 OQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OQ0330'RECOVERED IN GOOD CONDITION.
 OQ0330
 OQ0330                          STATION RECOVERY (1990)
 OQ0330
 OQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0330'THE ORIGINALLY DESCRIBED BUILDING IS GONE AND THE AREA IS NOW UNDER
 OQ0330'CONSTRUCTION.
 OQ0330
 OQ0330                          STATION RECOVERY (1996)
 OQ0330
 OQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ0330'SEARCHED FOR NOT RECOVERED.
 OQ0330
 OQ0330                          STATION RECOVERY (2011)
 OQ0330
 OQ0330'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0263 ***********************************************************************
 PR0263  DESIGNATION -  D 329
 PR0263  PID         -  PR0263
 PR0263  STATE/COUNTY-  SD/BROOKINGS
 PR0263  COUNTRY     -  US
 PR0263  USGS QUAD   -  MEDARY (2017)
 PR0263
 PR0263                         *CURRENT SURVEY CONTROL
 PR0263  ______________________________________________________________________
 PR0263* NAD 83(1986) POSITION- 44 13 40.     (N) 096 47 15.     (W)   SCALED
 PR0263* NAVD 88 ORTHO HEIGHT -   483.263 (meters)     1585.51  (feet) ADJUSTED
 PR0263  ______________________________________________________________________
 PR0263  GEOID HEIGHT    -        -25.619 (meters)                     GEOID18
 PR0263  DYNAMIC HEIGHT  -        483.165 (meters)     1585.18  (feet) COMP
 PR0263  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 PR0263
 PR0263  VERT ORDER      -  SECOND    CLASS 0
 PR0263
 PR0263.The horizontal coordinates were scaled from a map and have
 PR0263.an estimated accuracy of +/- 6 seconds.
 PR0263
 PR0263.The orthometric height was determined by differential leveling and
 PR0263.adjusted by the NATIONAL GEODETIC SURVEY
 PR0263.in June 1991.
 PR0263
 PR0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0263.GEOID18 height accuracy estimate available here.
 PR0263
 PR0263.Click photographs - Photos may exist for this station.
 PR0263
 PR0263.The dynamic height is computed by dividing the NAVD 88
 PR0263.geopotential number by the normal gravity value computed on the
 PR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0263.degrees latitude (g = 980.6199 gals.).
 PR0263
 PR0263.The modeled gravity was interpolated from observed gravity values.
 PR0263
 PR0263;                    North         East    Units  Estimated Accuracy
 PR0263;SPC SD N     -    48,920.      856,620.      MT  (+/- 180 meters Scaled)
 PR0263
 PR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP767995(NAD 83)
 PR0263
 PR0263                          SUPERSEDED SURVEY CONTROL
 PR0263
 PR0263  NGVD 29 (??/??/92)  483.004  (m)         1584.66   (f) ADJ UNCH    2 0
 PR0263
 PR0263.Superseded values are not recommended for survey control.
 PR0263
 PR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0263.See file dsdata.pdf to determine how the superseded data were derived.
 PR0263
 PR0263_MARKER: DB = BENCH MARK DISK
 PR0263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0263_SP_SET: ABUTMENT
 PR0263_STAMPING: D 329 1949
 PR0263_MARK LOGO: CGS
 PR0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0263
 PR0263  HISTORY     - Date     Condition        Report By
 PR0263  HISTORY     - 1949     MONUMENTED       CGS
 PR0263
 PR0263                          STATION DESCRIPTION
 PR0263
 PR0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0263'6 MI S FROM BROOKINGS.
 PR0263'6.05 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0263'BROOKINGS, 0.25 MILE NORTH OF A ROAD INTERSECTION, 17.0 FEET
 PR0263'WEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 6.4
 PR0263'FEET SOUTHEAST OF THE NORTHWEST END OF AND SET IN THE TOP OF THE
 PR0263'NORTHWEST CONCRETE ABUTMENT OF A 60-FOOT CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0245 ***********************************************************************
 PR0245  DESIGNATION -  D 330
 PR0245  PID         -  PR0245
 PR0245  STATE/COUNTY-  SD/BROOKINGS
 PR0245  COUNTRY     -  US
 PR0245  USGS QUAD   -  BRUCE (2017)
 PR0245
 PR0245                         *CURRENT SURVEY CONTROL
 PR0245  ______________________________________________________________________
 PR0245* NAD 83(1986) POSITION- 44 28 15.     (N) 096 53 13.     (W)   SCALED
 PR0245* NAVD 88 ORTHO HEIGHT -   495.348 (meters)     1625.15  (feet) ADJUSTED
 PR0245  ______________________________________________________________________
 PR0245  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 PR0245  DYNAMIC HEIGHT  -        495.269 (meters)     1624.90  (feet) COMP
 PR0245  MODELED GRAVITY -    980,442.6   (mgal)                       NAVD 88
 PR0245
 PR0245  VERT ORDER      -  SECOND    CLASS 0
 PR0245
 PR0245.The horizontal coordinates were scaled from a map and have
 PR0245.an estimated accuracy of +/- 6 seconds.
 PR0245
 PR0245.The orthometric height was determined by differential leveling and
 PR0245.adjusted by the NATIONAL GEODETIC SURVEY
 PR0245.in June 1991.
 PR0245
 PR0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0245.GEOID18 height accuracy estimate available here.
 PR0245
 PR0245.Click photographs - Photos may exist for this station.
 PR0245
 PR0245.The dynamic height is computed by dividing the NAVD 88
 PR0245.geopotential number by the normal gravity value computed on the
 PR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0245.degrees latitude (g = 980.6199 gals.).
 PR0245
 PR0245.The modeled gravity was interpolated from observed gravity values.
 PR0245
 PR0245;                    North         East    Units  Estimated Accuracy
 PR0245;SPC SD N     -    75,600.      847,640.      MT  (+/- 180 meters Scaled)
 PR0245
 PR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ680263(NAD 83)
 PR0245
 PR0245                          SUPERSEDED SURVEY CONTROL
 PR0245
 PR0245  NGVD 29 (??/??/92)  495.079  (m)         1624.27   (f) ADJ UNCH    2 0
 PR0245
 PR0245.Superseded values are not recommended for survey control.
 PR0245
 PR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0245.See file dsdata.pdf to determine how the superseded data were derived.
 PR0245
 PR0245_MARKER: DB = BENCH MARK DISK
 PR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0245_STAMPING: D 330 1949
 PR0245_MARK LOGO: CGS
 PR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0245+STABILITY: SURFACE MOTION
 PR0245
 PR0245  HISTORY     - Date     Condition        Report By
 PR0245  HISTORY     - 1949     MONUMENTED       CGS
 PR0245
 PR0245                          STATION DESCRIPTION
 PR0245
 PR0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0245'2.4 MI N FROM BRUCE.
 PR0245'2.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PR0245'NORTH WESTERN RAILWAY STATION AT BRUCE, 0.25 MILE NORTH OF A
 PR0245'BRIDGE OVER THE BIG SIOUX RIVER, AT A ROAD JUNCTION, 90.0 FEET
 PR0245'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.9 FEET WEST
 PR0245'OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, IN LINE WITH THE
 PR0245'EXTENDED CENTER LINE OF A ROAD LEADING WEST, AND SET IN THE TOP
 PR0245'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1000 ***********************************************************************
 NM1000  DESIGNATION -  D 331
 NM1000  PID         -  NM1000
 NM1000  STATE/COUNTY-  SD/YANKTON
 NM1000  COUNTRY     -  US
 NM1000  USGS QUAD   -  YANKTON (2017)
 NM1000
 NM1000                         *CURRENT SURVEY CONTROL
 NM1000  ______________________________________________________________________
 NM1000* NAD 83(2011) POSITION- 42 54 05.82170(N) 097 23 31.90267(W)   ADJUSTED
 NM1000* NAD 83(2011) ELLIP HT-   357.892 (meters)        (06/27/12)   ADJUSTED
 NM1000* NAD 83(2011) EPOCH   -  2010.00
 NM1000* NAVD 88 ORTHO HEIGHT -   383.512 (meters)     1258.24  (feet) ADJUSTED
 NM1000  ______________________________________________________________________
 NM1000  GEOID HEIGHT    -        -25.617 (meters)                     GEOID18
 NM1000  NAD 83(2011) X  -   -602,087.769 (meters)                     COMP
 NM1000  NAD 83(2011) Y  - -4,640,768.437 (meters)                     COMP
 NM1000  NAD 83(2011) Z  -  4,319,745.645 (meters)                     COMP
 NM1000  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 NM1000  DYNAMIC HEIGHT  -        383.402 (meters)     1257.88  (feet) COMP
 NM1000  MODELED GRAVITY -    980,321.4   (mgal)                       NAVD 88
 NM1000
 NM1000  VERT ORDER      -  FIRST     CLASS II
 NM1000
 NM1000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1000  Standards:
 NM1000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1000  -------------------------------------------------------------------
 NM1000  NETWORK    2.12   5.29           0.95   0.76   2.70      0.14284591
 NM1000  -------------------------------------------------------------------
 NM1000  Click here for local accuracies and other accuracy information.
 NM1000
 NM1000.The horizontal coordinates were established by GPS observations
 NM1000.and adjusted by the National Geodetic Survey in June 2012.
 NM1000
 NM1000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1000.been affixed to the stable North American tectonic plate. See 
 NM1000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1000
 NM1000.The horizontal coordinates are valid at the epoch date displayed above
 NM1000.which is a decimal equivalence of Year/Month/Day.
 NM1000
 NM1000.The orthometric height was determined by differential leveling and
 NM1000.adjusted by the NATIONAL GEODETIC SURVEY
 NM1000.in June 1991.
 NM1000
 NM1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1000.GEOID18 height accuracy estimate available here.
 NM1000
 NM1000.Click photographs - Photos may exist for this station.
 NM1000
 NM1000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1000
 NM1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1000
 NM1000.The ellipsoidal height was determined by GPS observations
 NM1000.and is referenced to NAD 83.
 NM1000
 NM1000.The dynamic height is computed by dividing the NAVD 88
 NM1000.geopotential number by the normal gravity value computed on the
 NM1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1000.degrees latitude (g = 980.6199 gals.).
 NM1000
 NM1000.The modeled gravity was interpolated from observed gravity values.
 NM1000
 NM1000. The following values were computed from the NAD 83(2011) position.
 NM1000
 NM1000;                    North         East     Units Scale Factor Converg.
 NM1000;SPC SD S     -    67,384.442   840,151.613   MT  0.99998453   +2 01 44.2
 NM1000;SPC SD S     -   221,077.12  2,756,397.42   sFT  0.99998453   +2 01 44.2
 NM1000;UTM  14      - 4,751,143.515   631,259.704   MT  0.99981196   +1 05 40.8
 NM1000
 NM1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1000!SPC SD S     -   0.99994388  x   0.99998453  =   0.99992841
 NM1000!UTM  14      -   0.99994388  x   0.99981196  =   0.99975585
 NM1000
 NM1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3125951143(NAD 83)
 NM1000
 NM1000                          SUPERSEDED SURVEY CONTROL
 NM1000
 NM1000  NAD 83(2007)-  42 54 05.82169(N)    097 23 31.90351(W) AD(2002.00) 0
 NM1000  ELLIP H (02/10/07)  357.920  (m)                       GP(2002.00)    
 NM1000  ELLIP H (05/25/04)  357.907  (m)                       GP(       ) 4 2
 NM1000  NAD 83(1996)-  42 54 05.82162(N)    097 23 31.90317(W) AD(       ) 1
 NM1000  ELLIP H (01/23/98)  357.949  (m)                       GP(       ) 4 1
 NM1000  NAD 83(1995)-  42 54 05.82163(N)    097 23 31.90316(W) AD(       ) 1
 NM1000  NAD 83(1986)-  42 54 05.83150(N)    097 23 31.89346(W) AD(       ) 1
 NM1000  NAVD 88             383.51   (m)         1258.2    (f) LEVELING    3  
 NM1000  NGVD 29 (??/??/92)  383.309  (m)         1257.57   (f) ADJ UNCH    1 2
 NM1000
 NM1000.Superseded values are not recommended for survey control.
 NM1000
 NM1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1000.See file dsdata.pdf to determine how the superseded data were derived.
 NM1000
 NM1000_MARKER: DB = BENCH MARK DISK
 NM1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1000_STAMPING: D 331 1949
 NM1000_MARK LOGO: CGS
 NM1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1000+STABILITY: SURFACE MOTION
 NM1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1000+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM1000
 NM1000  HISTORY     - Date     Condition        Report By
 NM1000  HISTORY     - 1949     MONUMENTED       CGS
 NM1000  HISTORY     - 19930602 GOOD             GEORES
 NM1000  HISTORY     - 19930908 GOOD             NGS
 NM1000  HISTORY     - 20120323 MARK NOT FOUND   INDIV
 NM1000
 NM1000                          STATION DESCRIPTION
 NM1000
 NM1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1000'2 MI N FROM YANKTON.
 NM1000'1 BLOCK EAST ALONG FOURTH STREET FROM THE POST OFFICE AT YANKTON,
 NM1000'THENCE 2.05 MILES NORTH ALONG DOUGLAS AVENUE, AT THE NORTHEAST
 NM1000'CORNER OF THE SACRED HEART CEMETERY, 34 FEET WEST OF THE CENTER
 NM1000'LINE OF DOUGLAS AVENUE, 14 FEET NORTHEAST OF A RED CEDAR TREE
 NM1000'WHICH IS THE MOST NORTHERLY ONE IN A NORTH-SOUTH ROW OF CEDAR
 NM1000'TREES, 8.0 FEET NORTHEAST OF A CONCRETE FENCE CORNER POST, 1.7
 NM1000'FEET EAST OF A FENCE LINE, 1.5 FEET SOUTH OF A REFERENCE POST,
 NM1000'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM1000'THE GROUND.
 NM1000
 NM1000                          STATION RECOVERY (1993)
 NM1000
 NM1000'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM1000'RECOVERED IN GOOD CONDITION.
 NM1000
 NM1000                          STATION RECOVERY (1993)
 NM1000
 NM1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1000'IN YANKTON, AT THE INTERSECTION OF FRANCES STREET AND DOUGLAS AVENUE,
 NM1000'90.0 M (295.3 FT) NORTH OF THE CENTER OF THE STREET AND THE ENTRANCE
 NM1000'TO THE SACRED HEART CEMETERY, 19.6 M (64.3 FT) NORTH EAST OF THE
 NM1000'CENTER OF A GRAVELED ROAD, 10.8 M (35.4 FT) WEST OF THE AVENUE
 NM1000'CENTER, 2.5 M (8.2 FT) NORTH OF THE NORTH END OF THE CEMETERY FENCE,
 NM1000'2.2 M (7.2 FT) NORTH OF UTILITY POLE NUMBER 1431, LEVEL WITH THE
 NM1000'AVENUE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 NM1000'SURFACE.
 NM1000
 NM1000                          STATION RECOVERY (2012)
 NM1000
 NM1000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1000'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0266 ***********************************************************************
 PT0266  DESIGNATION -  D 332
 PT0266  PID         -  PT0266
 PT0266  STATE/COUNTY-  SD/STANLEY
 PT0266  COUNTRY     -  US
 PT0266  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0266
 PT0266                         *CURRENT SURVEY CONTROL
 PT0266  ______________________________________________________________________
 PT0266* NAD 83(1986) POSITION- 44 28 43.     (N) 100 36 58.     (W)   SCALED
 PT0266* NAVD 88 ORTHO HEIGHT -   502.307 (meters)     1647.99  (feet) ADJUSTED
 PT0266  ______________________________________________________________________
 PT0266  GEOID HEIGHT    -        -22.851 (meters)                     GEOID18
 PT0266  DYNAMIC HEIGHT  -        502.204 (meters)     1647.65  (feet) COMP
 PT0266  MODELED GRAVITY -    980,397.4   (mgal)                       NAVD 88
 PT0266
 PT0266  VERT ORDER      -  FIRST     CLASS II
 PT0266
 PT0266.The horizontal coordinates were scaled from a map and have
 PT0266.an estimated accuracy of +/- 6 seconds.
 PT0266
 PT0266.The orthometric height was determined by differential leveling and
 PT0266.adjusted by the NATIONAL GEODETIC SURVEY
 PT0266.in June 1991.
 PT0266
 PT0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0266.GEOID18 height accuracy estimate available here.
 PT0266
 PT0266.Click photographs - Photos may exist for this station.
 PT0266
 PT0266.The dynamic height is computed by dividing the NAVD 88
 PT0266.geopotential number by the normal gravity value computed on the
 PT0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0266.degrees latitude (g = 980.6199 gals.).
 PT0266
 PT0266.The modeled gravity was interpolated from observed gravity values.
 PT0266
 PT0266;                    North         East    Units  Estimated Accuracy
 PT0266;SPC SD S     -   238,370.      577,500.      MT  (+/- 180 meters Scaled)
 PT0266
 PT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ714263(NAD 83)
 PT0266
 PT0266                          SUPERSEDED SURVEY CONTROL
 PT0266
 PT0266  NGVD 29 (??/??/92)  501.922  (m)         1646.72   (f) ADJ UNCH    1 2
 PT0266
 PT0266.Superseded values are not recommended for survey control.
 PT0266
 PT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0266.See file dsdata.pdf to determine how the superseded data were derived.
 PT0266
 PT0266_MARKER: DB = BENCH MARK DISK
 PT0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0266_STAMPING: D 332 1949
 PT0266_MARK LOGO: CGS
 PT0266_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0266+STABILITY: SURFACE MOTION
 PT0266
 PT0266  HISTORY     - Date     Condition        Report By
 PT0266  HISTORY     - 1949     MONUMENTED       CGS
 PT0266  HISTORY     - 1951     GOOD             CGS
 PT0266
 PT0266                          STATION DESCRIPTION
 PT0266
 PT0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0266'17.4 MI NW FROM FORT PIERRE.
 PT0266'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0266'COURTHOUSE AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION
 PT0266'RIDGE ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD LEADING TO
 PT0266'CHANTIER CREEK, ON A SMALL KNOLL OVER-LOOKING A WOODED VALLEY
 PT0266'AND MISSOURI RIVER TO THE NORTHEAST, 34 FEET SOUTH OF THE CENTER
 PT0266'LINE OF ROAD, 1.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 PT0266'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PT0266
 PT0266                          STATION RECOVERY (1951)
 PT0266
 PT0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0471 ***********************************************************************
 OT0471  DESIGNATION -  D 334
 OT0471  PID         -  OT0471
 OT0471  STATE/COUNTY-  SD/FALL RIVER
 OT0471  COUNTRY     -  US
 OT0471  USGS QUAD   -  EDGEMONT (2017)
 OT0471
 OT0471                         *CURRENT SURVEY CONTROL
 OT0471  ______________________________________________________________________
 OT0471* NAD 83(1986) POSITION- 43 18 43.     (N) 103 49 36.     (W)   SCALED
 OT0471* NAVD 88 ORTHO HEIGHT -  1046.390 (meters)     3433.03  (feet) ADJUSTED
 OT0471  ______________________________________________________________________
 OT0471  GEOID HEIGHT    -        -15.056 (meters)                     GEOID18
 OT0471  DYNAMIC HEIGHT  -       1045.958 (meters)     3431.61  (feet) COMP
 OT0471  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 OT0471
 OT0471  VERT ORDER      -  FIRST     CLASS II
 OT0471
 OT0471.The horizontal coordinates were scaled from a map and have
 OT0471.an estimated accuracy of +/- 6 seconds.
 OT0471
 OT0471.The orthometric height was determined by differential leveling and
 OT0471.adjusted by the NATIONAL GEODETIC SURVEY
 OT0471.in June 1991.
 OT0471
 OT0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0471.GEOID18 height accuracy estimate available here.
 OT0471
 OT0471.Click photographs - Photos may exist for this station.
 OT0471
 OT0471.The dynamic height is computed by dividing the NAVD 88
 OT0471.geopotential number by the normal gravity value computed on the
 OT0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0471.degrees latitude (g = 980.6199 gals.).
 OT0471
 OT0471.The modeled gravity was interpolated from observed gravity values.
 OT0471
 OT0471;                    North         East    Units  Estimated Accuracy
 OT0471;SPC SD S     -   114,670.      316,700.      MT  (+/- 180 meters Scaled)
 OT0471
 OT0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH951961(NAD 83)
 OT0471
 OT0471                          SUPERSEDED SURVEY CONTROL
 OT0471
 OT0471  NGVD 29 (??/??/92) 1045.849  (m)         3431.26   (f) ADJ UNCH    1 2
 OT0471
 OT0471.Superseded values are not recommended for survey control.
 OT0471
 OT0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0471.See file dsdata.pdf to determine how the superseded data were derived.
 OT0471
 OT0471_MARKER: DB = BENCH MARK DISK
 OT0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0471_STAMPING: D 334 1957
 OT0471_MARK LOGO: CGS
 OT0471_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0471+STABILITY: SURFACE MOTION
 OT0471
 OT0471  HISTORY     - Date     Condition        Report By
 OT0471  HISTORY     - 1957     MONUMENTED       CGS
 OT0471  HISTORY     - 1985     GOOD             NGS
 OT0471
 OT0471                          STATION DESCRIPTION
 OT0471
 OT0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0471'0.8 MI NW FROM EDGEMONT.
 OT0471'ABOUT 0.85 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0471'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 36,
 OT0471'T. 8 S., R. 2 E., 258 FEET NORTH-NORTHWEST OF MILEPOST 477,
 OT0471'88 FEET NORTHEAST OF THE NORTHEAST RAIL, 130 FEET SOUTHEAST
 OT0471'OF A POWER POLE WITH 3 GUY WIRES, 94 FEET WEST-SOUTHWEST OF THE
 OT0471'CENTER LINE OF A GRAVEL ROAD, 12 FEET NORTH OF A FENCE CORNER
 OT0471'POST, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 OT0471'CONCRETE WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 OT0471'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 OT0471
 OT0471                          STATION RECOVERY (1985)
 OT0471
 OT0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0471'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 OT0471'(0.1 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OT0471'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0471'IN THE NORTH CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHWEST
 OT0471'ACROSS THE TRACKS, 17.7 METERS (58 FT) SOUTHWEST OF THE CENTER OF THE
 OT0471'ROAD, 24.4 METERS (80 FT) NORTHWEST OF THE CENTER OF THE DIRT ROAD AND
 OT0471'22.1 METERS (72.5 FT) NORTHEAST OF THE NORTHEAST RAIL.
 OT0471'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0471'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0457 ***********************************************************************
 OU0457  DESIGNATION -  D 335 RESET
 OU0457  PID         -  OU0457
 OU0457  STATE/COUNTY-  SD/FALL RIVER
 OU0457  COUNTRY     -  US
 OU0457  USGS QUAD   -  MULE CREEK SE (2018)
 OU0457
 OU0457                         *CURRENT SURVEY CONTROL
 OU0457  ______________________________________________________________________
 OU0457* NAD 83(1986) POSITION- 43 18 15.     (N) 104 00 36.     (W)   SCALED
 OU0457* NAVD 88 ORTHO HEIGHT -  1163.83  (meters)     3818.3   (feet) RESET
 OU0457  ______________________________________________________________________
 OU0457  GEOID HEIGHT    -        -14.936 (meters)                     GEOID18
 OU0457  VERT ORDER      -  THIRD
 OU0457
 OU0457.The horizontal coordinates were scaled from a map and have
 OU0457.an estimated accuracy of +/- 6 seconds.
 OU0457
 OU0457.The orthometric height was computed from unverified reset data.
 OU0457
 OU0457.No vertical observational check was made to the station.
 OU0457
 OU0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0457.GEOID18 height accuracy estimate available here.
 OU0457
 OU0457.Click photographs - Photos may exist for this station.
 OU0457
 OU0457;                    North         East    Units  Estimated Accuracy
 OU0457;SPC SD S     -   114,450.      301,810.      MT  (+/- 180 meters Scaled)
 OU0457
 OU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH802950(NAD 83)
 OU0457
 OU0457                          SUPERSEDED SURVEY CONTROL
 OU0457
 OU0457  NGVD 29 (04/17/07) 1163.26   (m)         3816.5    (f) RESET       3  
 OU0457
 OU0457.Superseded values are not recommended for survey control.
 OU0457
 OU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0457.See file dsdata.pdf to determine how the superseded data were derived.
 OU0457
 OU0457_MARKER: DV = VERTICAL CONTROL DISK
 OU0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0457_STAMPING: D 335 RESET 1986
 OU0457_MARK LOGO: NGS
 OU0457_PROJECTION: PROJECTING 15 CENTIMETERS
 OU0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0457+STABILITY: SURFACE MOTION
 OU0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0457+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OU0457
 OU0457  HISTORY     - Date     Condition        Report By
 OU0457  HISTORY     - 1986     MONUMENTED       NGS
 OU0457
 OU0457                          STATION DESCRIPTION
 OU0457
 OU0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OU0457'17 KM (10.55 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION
 OU0457'WITH STATE HIGHWAY 471 IN EDGEMONT, 22.9 M (75.1 FT) SOUTH OF 18,
 OU0457'0.3 M (1.0 FT) NORTH FROM THE RIGHT OF WAY FENCE, 0.3 M (1.0 FT)
 OU0457'SOUTH FROM A WITNESS POST, IN THE TOP OF AN 8-INCH CONCRETE POST
 OU0457'THAT PROJECTS 0.15 M (0.5 FT), IN SECTION 4, T 9 S, R 1 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0236 ***********************************************************************
 OR0236  DESIGNATION -  D 336
 OR0236  PID         -  OR0236
 OR0236  STATE/COUNTY-  SD/CHARLES MIX
 OR0236  COUNTRY     -  US
 OR0236  USGS QUAD   -  LAKE ANDES (2017)
 OR0236
 OR0236                         *CURRENT SURVEY CONTROL
 OR0236  ______________________________________________________________________
 OR0236* NAD 83(1986) POSITION- 43 10 16.     (N) 098 35 07.     (W)   SCALED
 OR0236* NAVD 88 ORTHO HEIGHT -   485.016 (meters)     1591.26  (feet) ADJUSTED
 OR0236  ______________________________________________________________________
 OR0236  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 OR0236  DYNAMIC HEIGHT  -        484.858 (meters)     1590.74  (feet) COMP
 OR0236  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OR0236
 OR0236  VERT ORDER      -  FIRST     CLASS II
 OR0236
 OR0236.The horizontal coordinates were scaled from a map and have
 OR0236.an estimated accuracy of +/- 6 seconds.
 OR0236
 OR0236.The orthometric height was determined by differential leveling and
 OR0236.adjusted by the NATIONAL GEODETIC SURVEY
 OR0236.in June 1991.
 OR0236
 OR0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0236.GEOID18 height accuracy estimate available here.
 OR0236
 OR0236.Click photographs - Photos may exist for this station.
 OR0236
 OR0236.The dynamic height is computed by dividing the NAVD 88
 OR0236.geopotential number by the normal gravity value computed on the
 OR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0236.degrees latitude (g = 980.6199 gals.).
 OR0236
 OR0236.The modeled gravity was interpolated from observed gravity values.
 OR0236
 OR0236;                    North         East    Units  Estimated Accuracy
 OR0236;SPC SD S     -    94,570.      742,120.      MT  (+/- 180 meters Scaled)
 OR0236
 OR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN337799(NAD 83)
 OR0236
 OR0236                          SUPERSEDED SURVEY CONTROL
 OR0236
 OR0236  NGVD 29 (??/??/92)  484.704  (m)         1590.23   (f) ADJ UNCH    1 2
 OR0236
 OR0236.Superseded values are not recommended for survey control.
 OR0236
 OR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0236.See file dsdata.pdf to determine how the superseded data were derived.
 OR0236
 OR0236_MARKER: DB = BENCH MARK DISK
 OR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0236_STAMPING: D 336 1949
 OR0236_MARK LOGO: CGS
 OR0236_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0236+STABILITY: SURFACE MOTION
 OR0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0236+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR0236
 OR0236  HISTORY     - Date     Condition        Report By
 OR0236  HISTORY     - 1949     MONUMENTED       CGS
 OR0236  HISTORY     - 20121213 GOOD             INDIV
 OR0236
 OR0236                          STATION DESCRIPTION
 OR0236
 OR0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0236'2.6 MI W FROM LAKE ANDES.
 OR0236'2.6 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO. 50
 OR0236'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0236'AT LAKE ANDES, AT A T-JUNCTION OF THE HIGHWAY AND A SECTION LINE
 OR0236'ROAD LEADING NORTH, ON THE EAST SLOPE OF A HILL, 264.0 FEET NORTH
 OR0236'OF THE CENTER LINE OF THE HIGHWAY, 60.0 FEET EAST OF THE CENTER
 OR0236'LINE OF A GATE ON THE WEST SIDE OF THE NORTH-SOUTH ROAD, 32.0
 OR0236'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A
 OR0236'FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 OR0236'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0236
 OR0236                          STATION RECOVERY (2012)
 OR0236
 OR0236'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0097 ***********************************************************************
 NN0097  DESIGNATION -  D 337
 NN0097  PID         -  NN0097
 NN0097  STATE/COUNTY-  SD/CHARLES MIX
 NN0097  COUNTRY     -  US
 NN0097  USGS QUAD   -  MARTY (2017)
 NN0097
 NN0097                         *CURRENT SURVEY CONTROL
 NN0097  ______________________________________________________________________
 NN0097* NAD 83(1986) POSITION- 42 59 35.     (N) 098 29 11.     (W)   SCALED
 NN0097* NAVD 88 ORTHO HEIGHT -   380.307 (meters)     1247.72  (feet) ADJUSTED
 NN0097  ______________________________________________________________________
 NN0097  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 NN0097  DYNAMIC HEIGHT  -        380.177 (meters)     1247.30  (feet) COMP
 NN0097  MODELED GRAVITY -    980,269.8   (mgal)                       NAVD 88
 NN0097
 NN0097  VERT ORDER      -  SECOND    CLASS 0
 NN0097
 NN0097.The horizontal coordinates were scaled from a map and have
 NN0097.an estimated accuracy of +/- 6 seconds.
 NN0097
 NN0097.The orthometric height was determined by differential leveling and
 NN0097.adjusted by the NATIONAL GEODETIC SURVEY
 NN0097.in June 1991.
 NN0097
 NN0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0097.GEOID18 height accuracy estimate available here.
 NN0097
 NN0097.Click photographs - Photos may exist for this station.
 NN0097
 NN0097.The dynamic height is computed by dividing the NAVD 88
 NN0097.geopotential number by the normal gravity value computed on the
 NN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0097.degrees latitude (g = 980.6199 gals.).
 NN0097
 NN0097.The modeled gravity was interpolated from observed gravity values.
 NN0097
 NN0097;                    North         East    Units  Estimated Accuracy
 NN0097;SPC SD S     -    74,960.      750,600.      MT  (+/- 180 meters Scaled)
 NN0097
 NN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN418601(NAD 83)
 NN0097
 NN0097                          SUPERSEDED SURVEY CONTROL
 NN0097
 NN0097  NGVD 29 (??/??/92)  380.018  (m)         1246.78   (f) ADJ UNCH    2 0
 NN0097
 NN0097.Superseded values are not recommended for survey control.
 NN0097
 NN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0097.See file dsdata.pdf to determine how the superseded data were derived.
 NN0097
 NN0097_MARKER: DB = BENCH MARK DISK
 NN0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0097_STAMPING: D 337 1949
 NN0097_MARK LOGO: CGS
 NN0097_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0097+STABILITY: SURFACE MOTION
 NN0097
 NN0097  HISTORY     - Date     Condition        Report By
 NN0097  HISTORY     - 1949     MONUMENTED       CGS
 NN0097
 NN0097                          STATION DESCRIPTION
 NN0097
 NN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0097'8.4 MI SE FROM PICKSTOWN.
 NN0097'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 NN0097'PICKSTOWN, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, THENCE 6.15
 NN0097'MILES SOUTH ALONG A DIRT ROAD, 143.0 FEET SOUTHEAST OF THE
 NN0097'SOUTHEAST CORNER OF A FARMHOUSE, 40.0 FEET WEST OF THE CENTER
 NN0097'LINE OF THE ROAD, 125.0 FEET SOUTHEAST OF THE SOUTH END OF A ROW
 NN0097'OF COTTONWOOD TREES, 1.9 FEET NORTHWEST OF A FENCE CORNER, AT THE
 NN0097'NORTHEAST CORNER OF A PIG PEN, 0.9 FOOT NORTH OF A FENCE, 1.2
 NN0097'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NN0097'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 NN0097'NORTH OF C 337.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0060 ***********************************************************************
 NN0060  DESIGNATION -  D 338 RESET
 NN0060  PID         -  NN0060
 NN0060  STATE/COUNTY-  SD/CHARLES MIX
 NN0060  COUNTRY     -  US
 NN0060  USGS QUAD   -  LYNCH NE (2017)
 NN0060
 NN0060                         *CURRENT SURVEY CONTROL
 NN0060  ______________________________________________________________________
 NN0060* NAD 83(1986) POSITION- 42 53 34.     (N) 098 17 21.     (W)   SCALED
 NN0060* NAVD 88 ORTHO HEIGHT -   376.32  (meters)     1234.6   (feet) RESET
 NN0060  ______________________________________________________________________
 NN0060  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 NN0060  VERT ORDER      -  THIRD
 NN0060
 NN0060.The horizontal coordinates were scaled from a map and have
 NN0060.an estimated accuracy of +/- 6 seconds.
 NN0060
 NN0060.The orthometric height was computed from unverified reset data.
 NN0060
 NN0060.No vertical observational check was made to the station.
 NN0060
 NN0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0060.GEOID18 height accuracy estimate available here.
 NN0060
 NN0060.Click photographs - Photos may exist for this station.
 NN0060
 NN0060;                    North         East    Units  Estimated Accuracy
 NN0060;SPC SD S     -    64,210.      766,950.      MT  (+/- 180 meters Scaled)
 NN0060
 NN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN580491(NAD 83)
 NN0060
 NN0060                          SUPERSEDED SURVEY CONTROL
 NN0060
 NN0060  NGVD 29 (04/17/07)  376.06   (m)         1233.8    (f) RESET       3  
 NN0060
 NN0060.Superseded values are not recommended for survey control.
 NN0060
 NN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0060.See file dsdata.pdf to determine how the superseded data were derived.
 NN0060
 NN0060_MARKER: DV = VERTICAL CONTROL DISK
 NN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0060_STAMPING: D 338 RESET 1974
 NN0060_MARK LOGO: NGS
 NN0060_PROJECTION: PROJECTING 10 CENTIMETERS
 NN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0060+STABILITY: SURFACE MOTION
 NN0060
 NN0060  HISTORY     - Date     Condition        Report By
 NN0060  HISTORY     - 1974     MONUMENTED       NGS
 NN0060
 NN0060                          STATION DESCRIPTION
 NN0060
 NN0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NN0060'5.3 MI ESE FROM GREENWOOD.
 NN0060'1.3 MILES EAST ALONG A GRAVELED ROAD FROM THE SCHOOL BUILDING
 NN0060'IN GREENWOOD TO A ROAD FORKS, CONTINUE EAST-SOUTHEASTERLY ON
 NN0060'MAIN ROAD FOR 5.0 MILES TO A SIDE ROAD LEFT, 100 FEET NORTH
 NN0060'OF THE CENTER OF THE EAST-WEST ROAD, 33 FEET EAST OF THE CENTER
 NN0060'OF THE ROAD LEADING NORTH, 2.5 FEET SOUTH OF AN OLD TELEPHONE
 NN0060'POLE CUT OFF AND USED FOR A FENCE POST, 1.5 FEET NORTH OF A
 NN0060'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 NN0060'MONUMENT WHICH PROJECTS 4-INCHES.  THE TO REACH DISTANCE
 NN0060'MAY BE SLIGHTLY SHORTER DUE TO REGRADING OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0189 ***********************************************************************
 OR0189  DESIGNATION -  D 339
 OR0189  PID         -  OR0189
 OR0189  STATE/COUNTY-  SD/GREGORY
 OR0189  COUNTRY     -  US
 OR0189  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0189
 OR0189                         *CURRENT SURVEY CONTROL
 OR0189  ______________________________________________________________________
 OR0189* NAD 83(1986) POSITION- 43 10 15.     (N) 098 53 25.     (W)   SCALED
 OR0189* NAVD 88 ORTHO HEIGHT -   394.793 (meters)     1295.25  (feet) ADJUSTED
 OR0189  ______________________________________________________________________
 OR0189  GEOID HEIGHT    -        -26.248 (meters)                     GEOID18
 OR0189  DYNAMIC HEIGHT  -        394.657 (meters)     1294.80  (feet) COMP
 OR0189  MODELED GRAVITY -    980,264.6   (mgal)                       NAVD 88
 OR0189
 OR0189  VERT ORDER      -  FIRST     CLASS II
 OR0189
 OR0189.The horizontal coordinates were scaled from a map and have
 OR0189.an estimated accuracy of +/- 6 seconds.
 OR0189
 OR0189.The orthometric height was determined by differential leveling and
 OR0189.adjusted by the NATIONAL GEODETIC SURVEY
 OR0189.in June 1991.
 OR0189
 OR0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0189.GEOID18 height accuracy estimate available here.
 OR0189
 OR0189.Click photographs - Photos may exist for this station.
 OR0189
 OR0189.The dynamic height is computed by dividing the NAVD 88
 OR0189.geopotential number by the normal gravity value computed on the
 OR0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0189.degrees latitude (g = 980.6199 gals.).
 OR0189
 OR0189.The modeled gravity was interpolated from observed gravity values.
 OR0189
 OR0189;                    North         East    Units  Estimated Accuracy
 OR0189;SPC SD S     -    94,060.      717,330.      MT  (+/- 180 meters Scaled)
 OR0189
 OR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN089797(NAD 83)
 OR0189
 OR0189                          SUPERSEDED SURVEY CONTROL
 OR0189
 OR0189  NGVD 29 (??/??/92)  394.465  (m)         1294.17   (f) ADJ UNCH    1 2
 OR0189
 OR0189.Superseded values are not recommended for survey control.
 OR0189
 OR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0189.See file dsdata.pdf to determine how the superseded data were derived.
 OR0189
 OR0189_MARKER: DD = SURVEY DISK
 OR0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0189_STAMPING: D 339
 OR0189_MARK LOGO: USACE
 OR0189_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0189+STABILITY: SURFACE MOTION
 OR0189
 OR0189  HISTORY     - Date     Condition        Report By
 OR0189  HISTORY     - UNK      MONUMENTED       USACE
 OR0189  HISTORY     - 1949     GOOD             CGS
 OR0189  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0189
 OR0189                          STATION DESCRIPTION
 OR0189
 OR0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0189'11.2 MI NE FROM BONESTEEL.
 OR0189'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0189'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18,
 OR0189'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES
 OR0189'EASTERLY ALONG A GRAVEL ROAD, THENCE 6.0 MILES NORTHEAST ALONG
 OR0189'A GRAVEL ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A FIELD ROAD,
 OR0189'0.3 MILE SOUTH OF A FARMHOUSE, ALONG AN EAST-WEST FENCE, 25.0
 OR0189'FEET WEST OF THE CENTER LINE OF THE ROAD, 17.0 FEET SOUTHWEST
 OR0189'OF THE CENTER LINE OF A GATE, 1.0 FOOT SOUTH OF THE FENCE,
 OR0189'2.0 FEET NORTH OF A GUARD POST, 2.4 FEET SOUTHEAST OF A GUARD
 OR0189'POST, 2.0 FEET SOUTHWEST OF A GUARD POST, AND BOLTED ON THE
 OR0189'TOP OF A 10-FOOT SECTION OF REINFORCING STEEL SET IN CONCRETE
 OR0189'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0189
 OR0189                          STATION RECOVERY (2013)
 OR0189
 OR0189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0589 ***********************************************************************
 OR0589  DESIGNATION -  D 340
 OR0589  PID         -  OR0589
 OR0589  STATE/COUNTY-  SD/GREGORY
 OR0589  COUNTRY     -  US
 OR0589  USGS QUAD   -  LUCAS (2017)
 OR0589
 OR0589                         *CURRENT SURVEY CONTROL
 OR0589  ______________________________________________________________________
 OR0589* NAD 83(1986) POSITION- 43 18 48.     (N) 099 09 14.     (W)   SCALED
 OR0589* NAVD 88 ORTHO HEIGHT -   619.564 (meters)     2032.69  (feet) ADJUSTED
 OR0589  ______________________________________________________________________
 OR0589  GEOID HEIGHT    -        -26.160 (meters)                     GEOID18
 OR0589  DYNAMIC HEIGHT  -        619.342 (meters)     2031.96  (feet) COMP
 OR0589  MODELED GRAVITY -    980,242.3   (mgal)                       NAVD 88
 OR0589
 OR0589  VERT ORDER      -  SECOND    CLASS 0
 OR0589
 OR0589.The horizontal coordinates were scaled from a map and have
 OR0589.an estimated accuracy of +/- 6 seconds.
 OR0589
 OR0589.The orthometric height was determined by differential leveling and
 OR0589.adjusted by the NATIONAL GEODETIC SURVEY
 OR0589.in June 1991.
 OR0589
 OR0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0589.GEOID18 height accuracy estimate available here.
 OR0589
 OR0589.Click photographs - Photos may exist for this station.
 OR0589
 OR0589.The dynamic height is computed by dividing the NAVD 88
 OR0589.geopotential number by the normal gravity value computed on the
 OR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0589.degrees latitude (g = 980.6199 gals.).
 OR0589
 OR0589.The modeled gravity was interpolated from observed gravity values.
 OR0589
 OR0589;                    North         East    Units  Estimated Accuracy
 OR0589;SPC SD S     -   109,550.      695,670.      MT  (+/- 180 meters Scaled)
 OR0589
 OR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN875956(NAD 83)
 OR0589
 OR0589                          SUPERSEDED SURVEY CONTROL
 OR0589
 OR0589  NGVD 29 (??/??/92)  619.215  (m)         2031.54   (f) ADJ UNCH    2 0
 OR0589
 OR0589.Superseded values are not recommended for survey control.
 OR0589
 OR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0589.See file dsdata.pdf to determine how the superseded data were derived.
 OR0589
 OR0589_MARKER: DB = BENCH MARK DISK
 OR0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0589_STAMPING: D 340 1949
 OR0589_MARK LOGO: CGS
 OR0589_PROJECTION: FLUSH
 OR0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0589+STABILITY: SURFACE MOTION
 OR0589
 OR0589  HISTORY     - Date     Condition        Report By
 OR0589  HISTORY     - 1949     MONUMENTED       CGS
 OR0589
 OR0589                          STATION DESCRIPTION
 OR0589
 OR0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0589'19.5 MI NE FROM GREGORY.
 OR0589'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0589'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0589'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0589'ROAD, THENCE 3.2 MILES NORTHEAST ALONG A DIRT ROAD ON THE
 OR0589'OUTSIDE OF A CURVE IN THE MAIN ROAD WITH TANGENTS LEADING EAST
 OR0589'AND SOUTH, 92 FEET NORTHWEST OF THE CENTER LINE OF THE CURVE, 38
 OR0589'FEET WEST OF A POINT ON THE PROJECTED CENTER LINE OF THE SOUTH
 OR0589'TANGENT, 40 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD
 OR0589'LEADING WEST, 3 FEET SOUTHEAST OF A POWER LINE POLE, IN LINE
 OR0589'WITH THE WEST RIGHT-OF-WAY FENCE ALONG THE SOUTH TANGENT, 2.2
 OR0589'FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, SET IN
 OR0589'THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0315 ***********************************************************************
 OQ0315  DESIGNATION -  D 341
 OQ0315  PID         -  OQ0315
 OQ0315  STATE/COUNTY-  SD/MINNEHAHA
 OQ0315  COUNTRY     -  US
 OQ0315  USGS QUAD   -  RENNER (2017)
 OQ0315
 OQ0315                         *CURRENT SURVEY CONTROL
 OQ0315  ______________________________________________________________________
 OQ0315* NAD 83(1986) POSITION- 43 43 55.     (N) 096 44 20.     (W)   SCALED
 OQ0315* NAVD 88 ORTHO HEIGHT -   443.361 (meters)     1454.59  (feet) ADJUSTED
 OQ0315  ______________________________________________________________________
 OQ0315  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 OQ0315  DYNAMIC HEIGHT  -        443.253 (meters)     1454.24  (feet) COMP
 OQ0315  MODELED GRAVITY -    980,362.8   (mgal)                       NAVD 88
 OQ0315
 OQ0315  VERT ORDER      -  FIRST     CLASS II
 OQ0315
 OQ0315.The horizontal coordinates were scaled from a map and have
 OQ0315.an estimated accuracy of +/- 6 seconds.
 OQ0315
 OQ0315.The orthometric height was determined by differential leveling and
 OQ0315.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0315.in June 1991.
 OQ0315
 OQ0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0315.GEOID18 height accuracy estimate available here.
 OQ0315
 OQ0315.Click photographs - Photos may exist for this station.
 OQ0315
 OQ0315.The dynamic height is computed by dividing the NAVD 88
 OQ0315.geopotential number by the normal gravity value computed on the
 OQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0315.degrees latitude (g = 980.6199 gals.).
 OQ0315
 OQ0315.The modeled gravity was interpolated from observed gravity values.
 OQ0315
 OQ0315;                    North         East    Units  Estimated Accuracy
 OQ0315;SPC SD S     -   161,640.      889,480.      MT  (+/- 180 meters Scaled)
 OQ0315
 OQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP820445(NAD 83)
 OQ0315
 OQ0315                          SUPERSEDED SURVEY CONTROL
 OQ0315
 OQ0315  NGVD 29 (??/??/92)  443.083  (m)         1453.68   (f) ADJ UNCH    1 2
 OQ0315
 OQ0315.Superseded values are not recommended for survey control.
 OQ0315
 OQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0315.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0315
 OQ0315_MARKER: DB = BENCH MARK DISK
 OQ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0315_STAMPING: D 341 1949
 OQ0315_MARK LOGO: CGS
 OQ0315_PROJECTION: PROJECTING 9 CENTIMETERS
 OQ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0315+STABILITY: SURFACE MOTION
 OQ0315
 OQ0315  HISTORY     - Date     Condition        Report By
 OQ0315  HISTORY     - 1949     MONUMENTED       CGS
 OQ0315
 OQ0315                          STATION DESCRIPTION
 OQ0315
 OQ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0315'2 MI S FROM BALTIC.
 OQ0315'2.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0315'RAILROAD FROM THE STATION AT BALTIC, AT A ROAD CROSSING, 56.0
 OQ0315'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24.0 FEET EAST OF THE
 OQ0315'EAST RAIL OF THE TRACK, 5.7 FEET SOUTH OF THE THIRD POLE NORTH OF
 OQ0315'MILEPOST 83, 1.4 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 OQ0315'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0403 ***********************************************************************
 PR0403  DESIGNATION -  D 342
 PR0403  PID         -  PR0403
 PR0403  STATE/COUNTY-  SD/HAMLIN
 PR0403  COUNTRY     -  US
 PR0403  USGS QUAD   -  LAKE POINSETT (2017)
 PR0403
 PR0403                         *CURRENT SURVEY CONTROL
 PR0403  ______________________________________________________________________
 PR0403* NAD 83(1986) POSITION- 44 36 05.     (N) 097 06 16.     (W)   SCALED
 PR0403* NAVD 88 ORTHO HEIGHT -   540.354 (meters)     1772.81  (feet) ADJUSTED
 PR0403  ______________________________________________________________________
 PR0403  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 PR0403  DYNAMIC HEIGHT  -        540.268 (meters)     1772.53  (feet) COMP
 PR0403  MODELED GRAVITY -    980,441.1   (mgal)                       NAVD 88
 PR0403
 PR0403  VERT ORDER      -  SECOND    CLASS 0
 PR0403
 PR0403.The horizontal coordinates were scaled from a map and have
 PR0403.an estimated accuracy of +/- 6 seconds.
 PR0403
 PR0403.The orthometric height was determined by differential leveling and
 PR0403.adjusted by the NATIONAL GEODETIC SURVEY
 PR0403.in June 1991.
 PR0403
 PR0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0403.GEOID18 height accuracy estimate available here.
 PR0403
 PR0403.Click photographs - Photos may exist for this station.
 PR0403
 PR0403.The dynamic height is computed by dividing the NAVD 88
 PR0403.geopotential number by the normal gravity value computed on the
 PR0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0403.degrees latitude (g = 980.6199 gals.).
 PR0403
 PR0403.The modeled gravity was interpolated from observed gravity values.
 PR0403
 PR0403;                    North         East    Units  Estimated Accuracy
 PR0403;SPC SD N     -    89,460.      829,830.      MT  (+/- 180 meters Scaled)
 PR0403
 PR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ504404(NAD 83)
 PR0403
 PR0403                          SUPERSEDED SURVEY CONTROL
 PR0403
 PR0403  NGVD 29 (??/??/92)  540.073  (m)         1771.89   (f) ADJ UNCH    2 0
 PR0403
 PR0403.Superseded values are not recommended for survey control.
 PR0403
 PR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0403.See file dsdata.pdf to determine how the superseded data were derived.
 PR0403
 PR0403_MARKER: DB = BENCH MARK DISK
 PR0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0403_SP_SET: BUILDING
 PR0403_STAMPING: D 342 1949
 PR0403_MARK LOGO: CGS
 PR0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0403
 PR0403  HISTORY     - Date     Condition        Report By
 PR0403  HISTORY     - 1949     MONUMENTED       CGS
 PR0403  HISTORY     - 20061129 MARK NOT FOUND   INDIV
 PR0403
 PR0403                          STATION DESCRIPTION
 PR0403
 PR0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0403'11.8 MI W FROM ESTELLINE.
 PR0403'11.8 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0403'NORTH WESTERN RAILWAY STATION AT ESTELLINE, HAMLIN COUNTY, 1.2
 PR0403'MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 81, 95 FEET NORTH
 PR0403'OF THE CENTER LINE OF THE HIGHWAY, AT A SCHOOLHOUSE, IN THE
 PR0403'EAST CONCRETE BASEMENT-WALL, 0.7 FOOT NORTH OF THE SOUTHEAST
 PR0403'CORNER OF THE BUILDING, AND 3.5 FEET ABOVE THE GROUND.  A
 PR0403'STANDARD DISK, STAMPED D 342 1949 AND SET VERTICALLY.
 PR0403
 PR0403                          STATION RECOVERY (2006)
 PR0403
 PR0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 PR0403'THE SCHOOL HOUSE IS NO LONGER STANDING AND THE FOUNDATION HAS BEEN
 PR0403'DESTROYED SOMETIME IN THE PAST THEREFORE THE MARK IS NO LONGER TO BE
 PR0403'FOUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0937 ***********************************************************************
 NM0937  DESIGNATION -  D 343
 NM0937  PID         -  NM0937
 NM0937  STATE/COUNTY-  SD/CLAY
 NM0937  COUNTRY     -  US
 NM0937  USGS QUAD   -  VERMILLION (2017)
 NM0937
 NM0937                         *CURRENT SURVEY CONTROL
 NM0937  ______________________________________________________________________
 NM0937* NAD 83(1986) POSITION- 42 47 12.     (N) 096 59 06.     (W)   SCALED
 NM0937* NAVD 88 ORTHO HEIGHT -   351.277 (meters)     1152.48  (feet) ADJUSTED
 NM0937  ______________________________________________________________________
 NM0937  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 NM0937  DYNAMIC HEIGHT  -        351.173 (meters)     1152.14  (feet) COMP
 NM0937  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 NM0937
 NM0937  VERT ORDER      -  SECOND    CLASS 0
 NM0937
 NM0937.The horizontal coordinates were scaled from a map and have
 NM0937.an estimated accuracy of +/- 6 seconds.
 NM0937
 NM0937.The orthometric height was determined by differential leveling and
 NM0937.adjusted by the NATIONAL GEODETIC SURVEY
 NM0937.in June 1991.
 NM0937
 NM0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0937.GEOID18 height accuracy estimate available here.
 NM0937
 NM0937.Click photographs - Photos may exist for this station.
 NM0937
 NM0937.The dynamic height is computed by dividing the NAVD 88
 NM0937.geopotential number by the normal gravity value computed on the
 NM0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0937.degrees latitude (g = 980.6199 gals.).
 NM0937
 NM0937.The modeled gravity was interpolated from observed gravity values.
 NM0937
 NM0937;                    North         East    Units  Estimated Accuracy
 NM0937;SPC SD S     -    55,880.      873,900.      MT  (+/- 180 meters Scaled)
 NM0937
 NM0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN648390(NAD 83)
 NM0937
 NM0937                          SUPERSEDED SURVEY CONTROL
 NM0937
 NM0937  NGVD 29 (??/??/92)  351.070  (m)         1151.80   (f) ADJ UNCH    2 0
 NM0937
 NM0937.Superseded values are not recommended for survey control.
 NM0937
 NM0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0937.See file dsdata.pdf to determine how the superseded data were derived.
 NM0937
 NM0937_MARKER: DB = BENCH MARK DISK
 NM0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0937_STAMPING: D 343 1949
 NM0937_MARK LOGO: CGS
 NM0937_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0937+STABILITY: SURFACE MOTION
 NM0937
 NM0937  HISTORY     - Date     Condition        Report By
 NM0937  HISTORY     - 1949     MONUMENTED       CGS
 NM0937
 NM0937                          STATION DESCRIPTION
 NM0937
 NM0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0937'2.7 MI W FROM VERMILLION.
 NM0937'1.8 MILES WEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE AT
 NM0937'VERMILLION, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, AT THE
 NM0937'FARM HOME OF KNUTE RYGH, 123.0 FEET SOUTHEAST OF THE SOUTHEAST
 NM0937'CORNER OF THE HOUSE, 34 FEET NORTH OF THE CENTER LINE OF AN
 NM0937'EAST-WEST ROAD, 14 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NM0937'DRIVE-WAY, 3.4 FEET WEST OF A POWER TRANSMISSION LINE POLE, 1.7
 NM0937'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.4 FEET NORTH OF A
 NM0937'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0937'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1096 ***********************************************************************
 NM1096  DESIGNATION -  D 344
 NM1096  PID         -  NM1096
 NM1096  STATE/COUNTY-  SD/YANKTON
 NM1096  COUNTRY     -  US
 NM1096  USGS QUAD   -  SAINT HELENA (2017)
 NM1096
 NM1096                         *CURRENT SURVEY CONTROL
 NM1096  ______________________________________________________________________
 NM1096* NAD 83(1986) POSITION- 42 50 23.     (N) 097 11 59.     (W)   SCALED
 NM1096* NAVD 88 ORTHO HEIGHT -   354.151 (meters)     1161.91  (feet) ADJUSTED
 NM1096  ______________________________________________________________________
 NM1096  GEOID HEIGHT    -        -25.564 (meters)                     GEOID18
 NM1096  DYNAMIC HEIGHT  -        354.049 (meters)     1161.58  (feet) COMP
 NM1096  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 NM1096
 NM1096  VERT ORDER      -  SECOND    CLASS 0
 NM1096
 NM1096.The horizontal coordinates were scaled from a map and have
 NM1096.an estimated accuracy of +/- 6 seconds.
 NM1096
 NM1096.The orthometric height was determined by differential leveling and
 NM1096.adjusted by the NATIONAL GEODETIC SURVEY
 NM1096.in June 1991.
 NM1096
 NM1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1096.GEOID18 height accuracy estimate available here.
 NM1096
 NM1096.Click photographs - Photos may exist for this station.
 NM1096
 NM1096.The dynamic height is computed by dividing the NAVD 88
 NM1096.geopotential number by the normal gravity value computed on the
 NM1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1096.degrees latitude (g = 980.6199 gals.).
 NM1096
 NM1096.The modeled gravity was interpolated from observed gravity values.
 NM1096
 NM1096;                    North         East    Units  Estimated Accuracy
 NM1096;SPC SD S     -    61,090.      856,120.      MT  (+/- 180 meters Scaled)
 NM1096
 NM1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN471445(NAD 83)
 NM1096
 NM1096                          SUPERSEDED SURVEY CONTROL
 NM1096
 NM1096  NGVD 29 (??/??/92)  353.951  (m)         1161.25   (f) ADJ UNCH    2 0
 NM1096
 NM1096.Superseded values are not recommended for survey control.
 NM1096
 NM1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1096.See file dsdata.pdf to determine how the superseded data were derived.
 NM1096
 NM1096_MARKER: DB = BENCH MARK DISK
 NM1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1096_SP_SET: BRIDGE
 NM1096_STAMPING: D 344 1949
 NM1096_MARK LOGO: CGS
 NM1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1096
 NM1096  HISTORY     - Date     Condition        Report By
 NM1096  HISTORY     - 1949     MONUMENTED       CGS
 NM1096
 NM1096                          STATION DESCRIPTION
 NM1096
 NM1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1096'4.6 MI S FROM GAYVILLE.
 NM1096'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1096'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1096'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1096'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 NM1096'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE
 NM1096'0.8 MILE SOUTH ALONG A GRAVELED ROAD, IN THE SOUTHEAST WINGWALL
 NM1096'OF A CONCRETE BRIDGE OVER A SMALL RAVINE, 8 FEET EAST OF THE
 NM1096'CENTER LINE OF THE ROAD, 4.7 FEET NORTH OF THE SOUTH END OF
 NM1096'THE WINGWALL, 2.3 FEET SOUTH OF THE SOUTH END OF THE BANNISTER,
 NM1096'0.3 FOOT BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0414 ***********************************************************************
 PS0414  DESIGNATION -  D 349
 PS0414  PID         -  PS0414
 PS0414  STATE/COUNTY-  SD/BUFFALO
 PS0414  COUNTRY     -  US
 PS0414  USGS QUAD   -  BIG BEND DAM (2017)
 PS0414
 PS0414                         *CURRENT SURVEY CONTROL
 PS0414  ______________________________________________________________________
 PS0414* NAD 83(1986) POSITION- 44 01 42.     (N) 099 22 35.     (W)   SCALED
 PS0414* NAVD 88 ORTHO HEIGHT -   419.298 (meters)     1375.65  (feet) ADJUSTED
 PS0414  ______________________________________________________________________
 PS0414  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 PS0414  DYNAMIC HEIGHT  -        419.203 (meters)     1375.34  (feet) COMP
 PS0414  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 PS0414
 PS0414  VERT ORDER      -  FIRST     CLASS II
 PS0414
 PS0414.The horizontal coordinates were scaled from a map and have
 PS0414.an estimated accuracy of +/- 6 seconds.
 PS0414
 PS0414.The orthometric height was determined by differential leveling and
 PS0414.adjusted by the NATIONAL GEODETIC SURVEY
 PS0414.in June 1991.
 PS0414
 PS0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0414.GEOID18 height accuracy estimate available here.
 PS0414
 PS0414.Click photographs - Photos may exist for this station.
 PS0414
 PS0414.The dynamic height is computed by dividing the NAVD 88
 PS0414.geopotential number by the normal gravity value computed on the
 PS0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0414.degrees latitude (g = 980.6199 gals.).
 PS0414
 PS0414.The modeled gravity was interpolated from observed gravity values.
 PS0414
 PS0414;                    North         East    Units  Estimated Accuracy
 PS0414;SPC SD S     -   188,750.      676,710.      MT  (+/- 180 meters Scaled)
 PS0414
 PS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP698750(NAD 83)
 PS0414
 PS0414                          SUPERSEDED SURVEY CONTROL
 PS0414
 PS0414  NGVD 29 (??/??/92)  418.969  (m)         1374.57   (f) ADJ UNCH    1 2
 PS0414
 PS0414.Superseded values are not recommended for survey control.
 PS0414
 PS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0414.See file dsdata.pdf to determine how the superseded data were derived.
 PS0414
 PS0414_MARKER: DB = BENCH MARK DISK
 PS0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0414_STAMPING: D 349 1949
 PS0414_MARK LOGO: CGS
 PS0414_PROJECTION: FLUSH
 PS0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0414+STABILITY: SURFACE MOTION
 PS0414
 PS0414  HISTORY     - Date     Condition        Report By
 PS0414  HISTORY     - 1949     MONUMENTED       CGS
 PS0414  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0414
 PS0414                          STATION DESCRIPTION
 PS0414
 PS0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0414'3.6 MI SE FROM FORT THOMPSON.
 PS0414'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0414'FORT THOMPSON, THENCE 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY
 PS0414'NO. 47, AT A T-JUNCTION OF ROADS, 92 FEET NORTH OF TELEPHONE
 PS0414'POLE NO. 7, 60 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30
 PS0414'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 2
 PS0414'FEET NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, ABOUT
 PS0414'5 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A CONCRETE POST 5
 PS0414'FEET IN DEPTH AND ABOUT LEVEL WITH THE GROUND.
 PS0414
 PS0414                          STATION RECOVERY (2013)
 PS0414
 PS0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0414'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0448 ***********************************************************************
 PS0448  DESIGNATION -  D 350
 PS0448  PID         -  PS0448
 PS0448  STATE/COUNTY-  SD/HUGHES
 PS0448  COUNTRY     -  US
 PS0448  USGS QUAD   -  JOE CREEK (2017)
 PS0448
 PS0448                         *CURRENT SURVEY CONTROL
 PS0448  ______________________________________________________________________
 PS0448* NAD 83(1986) POSITION- 44 09 00.     (N) 099 49 38.     (W)   SCALED
 PS0448* NAVD 88 ORTHO HEIGHT -   467.993 (meters)     1535.41  (feet) ADJUSTED
 PS0448  ______________________________________________________________________
 PS0448  GEOID HEIGHT    -        -24.195 (meters)                     GEOID18
 PS0448  DYNAMIC HEIGHT  -        467.894 (meters)     1535.08  (feet) COMP
 PS0448  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 PS0448
 PS0448  VERT ORDER      -  FIRST     CLASS II
 PS0448
 PS0448.The horizontal coordinates were scaled from a map and have
 PS0448.an estimated accuracy of +/- 6 seconds.
 PS0448
 PS0448.The orthometric height was determined by differential leveling and
 PS0448.adjusted by the NATIONAL GEODETIC SURVEY
 PS0448.in June 1991.
 PS0448
 PS0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0448.GEOID18 height accuracy estimate available here.
 PS0448
 PS0448.Click photographs - Photos may exist for this station.
 PS0448
 PS0448.The dynamic height is computed by dividing the NAVD 88
 PS0448.geopotential number by the normal gravity value computed on the
 PS0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0448.degrees latitude (g = 980.6199 gals.).
 PS0448
 PS0448.The modeled gravity was interpolated from observed gravity values.
 PS0448
 PS0448;                    North         East    Units  Estimated Accuracy
 PS0448;SPC SD S     -   201,940.      640,490.      MT  (+/- 180 meters Scaled)
 PS0448
 PS0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP338888(NAD 83)
 PS0448
 PS0448                          SUPERSEDED SURVEY CONTROL
 PS0448
 PS0448  NGVD 29 (??/??/92)  467.664  (m)         1534.33   (f) ADJ UNCH    1 2
 PS0448
 PS0448.Superseded values are not recommended for survey control.
 PS0448
 PS0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0448.See file dsdata.pdf to determine how the superseded data were derived.
 PS0448
 PS0448_MARKER: DB = BENCH MARK DISK
 PS0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0448_STAMPING: D 350 1949
 PS0448_MARK LOGO: CGS
 PS0448_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0448+STABILITY: SURFACE MOTION
 PS0448
 PS0448  HISTORY     - Date     Condition        Report By
 PS0448  HISTORY     - 1949     MONUMENTED       CGS
 PS0448
 PS0448                          STATION DESCRIPTION
 PS0448
 PS0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0448'1 MI E FROM JOE CREEK.
 PS0448'1.0 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0448'CREEK, AT A T-JUNCTION OF DIRT ROADS, AT THE CORNER OF SECTIONS
 PS0448'14, 15, 22 AND 23, T. 108 N., R. 75 W., 88 FEET SOUTH OF THE
 PS0448'CENTER LINE OF THE EAST-WEST ROAD, 22 FEET WEST OF THE CENTER
 PS0448'LINE OF THE ROAD LEADING SOUTH, 51 FEET SOUTH OF A CORNER FENCE
 PS0448'POST, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A REFERENCE POST,
 PS0448'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 PS0448'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1484 ***********************************************************************
 PU1484  DESIGNATION -  D 355
 PU1484  PID         -  PU1484
 PU1484  STATE/COUNTY-  SD/MEADE
 PU1484  COUNTRY     -  US
 PU1484  USGS QUAD   -  FORT MEADE (2017)
 PU1484
 PU1484                         *CURRENT SURVEY CONTROL
 PU1484  ______________________________________________________________________
 PU1484* NAD 83(1986) POSITION- 44 25 23.     (N) 103 24 31.     (W)   SCALED
 PU1484* NAVD 88 ORTHO HEIGHT -   956.454 (meters)     3137.97  (feet) ADJUSTED
 PU1484  ______________________________________________________________________
 PU1484  GEOID HEIGHT    -        -15.796 (meters)                     GEOID18
 PU1484  DYNAMIC HEIGHT  -        956.159 (meters)     3137.00  (feet) COMP
 PU1484  MODELED GRAVITY -    980,277.5   (mgal)                       NAVD 88
 PU1484
 PU1484  VERT ORDER      -  SECOND    CLASS 0
 PU1484
 PU1484.The horizontal coordinates were scaled from a map and have
 PU1484.an estimated accuracy of +/- 6 seconds.
 PU1484
 PU1484.The orthometric height was determined by differential leveling and
 PU1484.adjusted by the NATIONAL GEODETIC SURVEY
 PU1484.in June 1991.
 PU1484
 PU1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1484.GEOID18 height accuracy estimate available here.
 PU1484
 PU1484.Click photographs - Photos may exist for this station.
 PU1484
 PU1484.The dynamic height is computed by dividing the NAVD 88
 PU1484.geopotential number by the normal gravity value computed on the
 PU1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1484.degrees latitude (g = 980.6199 gals.).
 PU1484
 PU1484.The modeled gravity was interpolated from observed gravity values.
 PU1484
 PU1484;                    North         East    Units  Estimated Accuracy
 PU1484;SPC SD N     -    71,250.      328,640.      MT  (+/- 180 meters Scaled)
 PU1484
 PU1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK266200(NAD 83)
 PU1484
 PU1484                          SUPERSEDED SURVEY CONTROL
 PU1484
 PU1484  NGVD 29 (??/??/92)  955.938  (m)         3136.27   (f) ADJ UNCH    2 0
 PU1484
 PU1484.Superseded values are not recommended for survey control.
 PU1484
 PU1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1484.See file dsdata.pdf to determine how the superseded data were derived.
 PU1484
 PU1484_MARKER: DB = BENCH MARK DISK
 PU1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1484_STAMPING: D 355 1961
 PU1484_MARK LOGO: CGS
 PU1484_PROJECTION: FLUSH
 PU1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1484+STABILITY: SURFACE MOTION
 PU1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1484+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1484
 PU1484  HISTORY     - Date     Condition        Report By
 PU1484  HISTORY     - 1961     MONUMENTED       CGS
 PU1484  HISTORY     - 19950513 GOOD             NGS
 PU1484
 PU1484                          STATION DESCRIPTION
 PU1484
 PU1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1484'5.1 MI E FROM STURGIS.
 PU1484'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1484'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST
 PU1484'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1484'EAST ALONG DIRT ROAD FOR 0.3 MILE, 47 FEET SOUTH OF THE CENTER
 PU1484'OF THE DIRT ROAD, 3 FEET NORTHEAST OF A GATE POST, 1.6 FEET
 PU1484'NORTHEAST OF A WITNESS POST, 1 1/2 FEET NORTH OF A FENCE, AND
 PU1484'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 PU1484
 PU1484                          STATION RECOVERY (1995)
 PU1484
 PU1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1484'9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1484'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), THENCE 0.5 KM (0.30 MI)
 PU1484'EASTERLY ALONG A TRACK ROAD, 11.3 M (37.1 FT) EAST OF THE CENTER OF A
 PU1484'TRACK ROAD, 10.5 M (34.4 FT) SOUTH OF THE EXTENDED CENTER OF THE ROAD,
 PU1484'0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND FENCE CORNER, 0.4 M
 PU1484'(1.3 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU1484'ROADS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1980 ***********************************************************************
 PU1980  DESIGNATION -  D 358
 PU1980  PID         -  PU1980
 PU1980  STATE/COUNTY-  SD/BUTTE
 PU1980  COUNTRY     -  US
 PU1980  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1980
 PU1980                         *CURRENT SURVEY CONTROL
 PU1980  ______________________________________________________________________
 PU1980* NAD 83(1986) POSITION- 44 41 11.     (N) 103 51 52.     (W)   SCALED
 PU1980* NAVD 88 ORTHO HEIGHT -   934.933 (meters)     3067.36  (feet) ADJUSTED
 PU1980  ______________________________________________________________________
 PU1980  GEOID HEIGHT    -        -15.349 (meters)                     GEOID18
 PU1980  DYNAMIC HEIGHT  -        934.668 (meters)     3066.49  (feet) COMP
 PU1980  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 PU1980
 PU1980  VERT ORDER      -  FIRST     CLASS II
 PU1980
 PU1980.The horizontal coordinates were scaled from a map and have
 PU1980.an estimated accuracy of +/- 6 seconds.
 PU1980
 PU1980.The orthometric height was determined by differential leveling and
 PU1980.adjusted by the NATIONAL GEODETIC SURVEY
 PU1980.in June 1991.
 PU1980
 PU1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1980.GEOID18 height accuracy estimate available here.
 PU1980
 PU1980.Click photographs - Photos may exist for this station.
 PU1980
 PU1980.The dynamic height is computed by dividing the NAVD 88
 PU1980.geopotential number by the normal gravity value computed on the
 PU1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1980.degrees latitude (g = 980.6199 gals.).
 PU1980
 PU1980.The modeled gravity was interpolated from observed gravity values.
 PU1980
 PU1980;                    North         East    Units  Estimated Accuracy
 PU1980;SPC SD N     -   102,100.      293,770.      MT  (+/- 180 meters Scaled)
 PU1980
 PU1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK899487(NAD 83)
 PU1980
 PU1980                          SUPERSEDED SURVEY CONTROL
 PU1980
 PU1980  NGVD 29 (??/??/92)  934.438  (m)         3065.74   (f) ADJ UNCH    1 2
 PU1980
 PU1980.Superseded values are not recommended for survey control.
 PU1980
 PU1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1980.See file dsdata.pdf to determine how the superseded data were derived.
 PU1980
 PU1980_MARKER: DB = BENCH MARK DISK
 PU1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1980_STAMPING: D 358 1962
 PU1980_MARK LOGO: CGS
 PU1980_PROJECTION: FLUSH
 PU1980_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1980+STABILITY: SURFACE MOTION
 PU1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1980+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1980
 PU1980  HISTORY     - Date     Condition        Report By
 PU1980  HISTORY     - 1962     MONUMENTED       CGS
 PU1980  HISTORY     - 19951116 GOOD             NGS
 PU1980
 PU1980                          STATION DESCRIPTION
 PU1980
 PU1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1980'0.8 MI NW FROM BELLE FOURCHE.
 PU1980'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1980'WITH U.S. HIGHWAY 85 AT BELLE FOURCHE, THENCE 0.05 MILE SOUTHWEST
 PU1980'ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTHWEST ALONG THE FRONT
 PU1980'SIDE OF A HANGAR, AT THE SOUTHWEST CORNER OF THE HANGAR, 28
 PU1980'FEET NORTHEAST OF THE CENTERLINE OF A TAXI STRIP, 2.2 FEET
 PU1980'NORTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR, 1.7 FEET
 PU1980'NORTHEAST OF A DOOR TRACK, SET IN TOP OF A CONCRETE POST
 PU1980'PROJECTING ABOUT 0.5 OF A FOOT ABOVE THE GROUND.  AT BUS FIELD
 PU1980'AIRPORT.
 PU1980
 PU1980                          STATION RECOVERY (1995)
 PU1980
 PU1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1980'1.0 KM (0.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1980'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 100.0 M (328.1 FT)
 PU1980'SOUTHWEST OF THE HIGHWAY CENTERLINE, 70.0 M (229.7 FT) NORTHEAST OF
 PU1980'THE SOUTHEAST CORNER OF A BUILDING (OLD AIRPORT OFFICE), 5.0 M (16.4
 PU1980'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF THE
 PU1980'SOUTHWEST CORNER OF THE 3RD BUILDING NORTHWEST OF THE OLD AIRPORT
 PU1980'OFFICE, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, AND THE MONUMENT IS FLUSH
 PU1980'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2060 ***********************************************************************
 PU2060  DESIGNATION -  D 359
 PU2060  PID         -  PU2060
 PU2060  STATE/COUNTY-  SD/BUTTE
 PU2060  COUNTRY     -  US
 PU2060  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2060
 PU2060                         *CURRENT SURVEY CONTROL
 PU2060  ______________________________________________________________________
 PU2060* NAD 83(1986) POSITION- 44 40 00.     (N) 103 51 13.     (W)   SCALED
 PU2060* NAVD 88 ORTHO HEIGHT -   927.891 (meters)     3044.26  (feet) ADJUSTED
 PU2060  ______________________________________________________________________
 PU2060  GEOID HEIGHT    -        -15.321 (meters)                     GEOID18
 PU2060  DYNAMIC HEIGHT  -        927.635 (meters)     3043.42  (feet) COMP
 PU2060  MODELED GRAVITY -    980,309.7   (mgal)                       NAVD 88
 PU2060
 PU2060  VERT ORDER      -  FIRST     CLASS II
 PU2060
 PU2060.The horizontal coordinates were scaled from a map and have
 PU2060.an estimated accuracy of +/- 6 seconds.
 PU2060
 PU2060.The orthometric height was determined by differential leveling and
 PU2060.adjusted by the NATIONAL GEODETIC SURVEY
 PU2060.in June 1991.
 PU2060
 PU2060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2060.GEOID18 height accuracy estimate available here.
 PU2060
 PU2060.Click photographs - Photos may exist for this station.
 PU2060
 PU2060.The dynamic height is computed by dividing the NAVD 88
 PU2060.geopotential number by the normal gravity value computed on the
 PU2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2060.degrees latitude (g = 980.6199 gals.).
 PU2060
 PU2060.The modeled gravity was interpolated from observed gravity values.
 PU2060
 PU2060;                    North         East    Units  Estimated Accuracy
 PU2060;SPC SD N     -    99,870.      294,530.      MT  (+/- 180 meters Scaled)
 PU2060
 PU2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK908465(NAD 83)
 PU2060
 PU2060                          SUPERSEDED SURVEY CONTROL
 PU2060
 PU2060  NGVD 29 (??/??/92)  927.404  (m)         3042.66   (f) ADJ UNCH    1 2
 PU2060
 PU2060.Superseded values are not recommended for survey control.
 PU2060
 PU2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2060.See file dsdata.pdf to determine how the superseded data were derived.
 PU2060
 PU2060_MARKER: DB = BENCH MARK DISK
 PU2060_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PU2060_SP_SET: BALUSTRADE
 PU2060_STAMPING: D 359 1962
 PU2060_MARK LOGO: CGS
 PU2060_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2060+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 PU2060
 PU2060  HISTORY     - Date     Condition        Report By
 PU2060  HISTORY     - 1962     MONUMENTED       CGS
 PU2060  HISTORY     - 1984     GOOD             NGS
 PU2060  HISTORY     - 19960415 GOOD             NGS
 PU2060  HISTORY     - 19980928 GOOD             NGS
 PU2060  HISTORY     - 20060623 GOOD             GEOCAC
 PU2060
 PU2060                          STATION DESCRIPTION
 PU2060
 PU2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2060'AT BELLE FOURCHE.
 PU2060'AT THE BUTTE COUNTY COURT HOUSE, AT BELLE FOURCHE, SET VERTICALLY
 PU2060'IN THE WEST END OF THE SOUTH BANNISTER AT THE WEST ENTRANCE
 PU2060'TO THE BUILDING, 7.3 FEET SOUTH OF THE CENTER LINE OF THE STEPS
 PU2060'LEADING INTO THE BUILDING, 2.3 FEET ABOVE THE GROUND AND IS
 PU2060'ABOUT 3 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.
 PU2060
 PU2060                          STATION RECOVERY (1984)
 PU2060
 PU2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2060'RECOVERED IN GOOD CONDITION.
 PU2060
 PU2060                          STATION RECOVERY (1996)
 PU2060
 PU2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2060'IN BELLE FOURCHE, SET VERTICALLY IN THE WEST FACE OF THE SOUTH STONE
 PU2060'BALUSTRADE OF THE WEST ENTRANCE TO THE COURTHOUSE AT 839 5TH STREET
 PU2060'(U.S. HIGHWAY 85), 1155.0 M (3789.4 FT) NORTH OF MILEPOST 55, 19.4 M
 PU2060'(63.6 FT) EAST OF THE AVENUE CENTERLINE, 10.1 M (33.1 FT) WEST OF THE
 PU2060'WEST FACE OF THE BUILDING, 2.2 M (7.2 FT) SOUTH OF THE CENTER OF THE
 PU2060'STEPS, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE AVENUE.
 PU2060
 PU2060                          STATION RECOVERY (1998)
 PU2060
 PU2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU2060'IN BELLE FOURCHE, SET VERTICALLY IN THE SOUTH BALUSTRADE AT THE WEST
 PU2060'ENTRANCE TO THE COURTHOUSE AT 839 5TH AVENUE, 19.3 M (63.3 FT) EAST OF
 PU2060'THE AVENUE CENTERLINE, 2.2 M (7.2 FT) SOUTH OF THE CENTER OF THE
 PU2060'ENTRANCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.5 M (1.6
 PU2060'FT) NORTH OF THE SOUTH EDGE OF THE BALUSTRADE.  NOTE--THE MARK IS ON
 PU2060'PROPERTY OWNED BY BUTTE COUNTY, 839 5TH AVENUE, BELLE FOURCHE, SD
 PU2060'57717, TELEPHONE NUMBER (605) 685-6727.
 PU2060
 PU2060                          STATION RECOVERY (2006)
 PU2060
 PU2060'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 PU2060'GEOCAC FIRST REPORT.
 PU2060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0137 ***********************************************************************
 OR0137  DESIGNATION -  D 36
 OR0137  PID         -  OR0137
 OR0137  STATE/COUNTY-  SD/GREGORY
 OR0137  COUNTRY     -  US
 OR0137  USGS QUAD   -  BONESTEEL (2017)
 OR0137
 OR0137                         *CURRENT SURVEY CONTROL
 OR0137  ______________________________________________________________________
 OR0137* NAD 83(1986) POSITION- 43 02 57.     (N) 098 54 09.     (W)   SCALED
 OR0137* NAVD 88 ORTHO HEIGHT -   606.397 (meters)     1989.49  (feet) ADJUSTED
 OR0137  ______________________________________________________________________
 OR0137  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 OR0137  DYNAMIC HEIGHT  -        606.174 (meters)     1988.76  (feet) COMP
 OR0137  MODELED GRAVITY -    980,232.9   (mgal)                       NAVD 88
 OR0137
 OR0137  VERT ORDER      -  FIRST     CLASS II
 OR0137
 OR0137.The horizontal coordinates were scaled from a map and have
 OR0137.an estimated accuracy of +/- 6 seconds.
 OR0137
 OR0137.The orthometric height was determined by differential leveling and
 OR0137.adjusted by the NATIONAL GEODETIC SURVEY
 OR0137.in June 1991.
 OR0137
 OR0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0137.GEOID18 height accuracy estimate available here.
 OR0137
 OR0137.Click photographs - Photos may exist for this station.
 OR0137
 OR0137.The dynamic height is computed by dividing the NAVD 88
 OR0137.geopotential number by the normal gravity value computed on the
 OR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0137.degrees latitude (g = 980.6199 gals.).
 OR0137
 OR0137.The modeled gravity was interpolated from observed gravity values.
 OR0137
 OR0137;                    North         East    Units  Estimated Accuracy
 OR0137;SPC SD S     -    80,530.      716,570.      MT  (+/- 180 meters Scaled)
 OR0137
 OR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN079662(NAD 83)
 OR0137
 OR0137                          SUPERSEDED SURVEY CONTROL
 OR0137
 OR0137  NGVD 29 (??/??/92)  606.075  (m)         1988.43   (f) ADJ UNCH    1 2
 OR0137
 OR0137.Superseded values are not recommended for survey control.
 OR0137
 OR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0137.See file dsdata.pdf to determine how the superseded data were derived.
 OR0137
 OR0137_MARKER: DB = BENCH MARK DISK
 OR0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0137_STAMPING: 1988.402 D 36 1933
 OR0137_MARK LOGO: CGS
 OR0137_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0137+STABILITY: SURFACE MOTION
 OR0137
 OR0137  HISTORY     - Date     Condition        Report By
 OR0137  HISTORY     - 1933     MONUMENTED       CGS
 OR0137  HISTORY     - 1940     GOOD             CGS
 OR0137  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0137  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0137
 OR0137                          STATION DESCRIPTION
 OR0137
 OR0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0137'1.7 MI NW FROM FAIRFAX.
 OR0137'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0137'FROM THE STATION AT FAIRFAX, GREGORY COUNTY, AT THE CROSSING
 OR0137'OF U.S. HIGHWAY 281, 61 FEET EAST OF THE CENTER LINE OF THE
 OR0137'HIGHWAY, 48.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1 FOOT
 OR0137'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 OR0137'1988.402 D 36 1933 AND SET IN THE TOP OF A CONCRETE POST
 OR0137'PROJECTING 3 INCHES ABOVE GROUND.
 OR0137
 OR0137                          STATION RECOVERY (1940)
 OR0137
 OR0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0137'RECOVERED IN GOOD CONDITION.
 OR0137
 OR0137                          STATION RECOVERY (1993)
 OR0137
 OR0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0137'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0137
 OR0137                          STATION RECOVERY (2013)
 OR0137
 OR0137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1926 ***********************************************************************
 PU1926  DESIGNATION -  D 360
 PU1926  PID         -  PU1926
 PU1926  STATE/COUNTY-  SD/BUTTE
 PU1926  COUNTRY     -  US
 PU1926  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1926
 PU1926                         *CURRENT SURVEY CONTROL
 PU1926  ______________________________________________________________________
 PU1926* NAD 83(1986) POSITION- 44 41 18.     (N) 103 47 23.     (W)   SCALED
 PU1926* NAVD 88 ORTHO HEIGHT -   920.590 (meters)     3020.30  (feet) ADJUSTED
 PU1926  ______________________________________________________________________
 PU1926  GEOID HEIGHT    -        -15.485 (meters)                     GEOID18
 PU1926  DYNAMIC HEIGHT  -        920.340 (meters)     3019.48  (feet) COMP
 PU1926  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 PU1926
 PU1926  VERT ORDER      -  FIRST     CLASS II
 PU1926
 PU1926.The horizontal coordinates were scaled from a map and have
 PU1926.an estimated accuracy of +/- 6 seconds.
 PU1926
 PU1926.The orthometric height was determined by differential leveling and
 PU1926.adjusted by the NATIONAL GEODETIC SURVEY
 PU1926.in July 1998.
 PU1926
 PU1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1926.GEOID18 height accuracy estimate available here.
 PU1926
 PU1926.Click photographs - Photos may exist for this station.
 PU1926
 PU1926.The dynamic height is computed by dividing the NAVD 88
 PU1926.geopotential number by the normal gravity value computed on the
 PU1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1926.degrees latitude (g = 980.6199 gals.).
 PU1926
 PU1926.The modeled gravity was interpolated from observed gravity values.
 PU1926
 PU1926;                    North         East    Units  Estimated Accuracy
 PU1926;SPC SD N     -   102,040.      299,700.      MT  (+/- 180 meters Scaled)
 PU1926
 PU1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK959490(NAD 83)
 PU1926
 PU1926                          SUPERSEDED SURVEY CONTROL
 PU1926
 PU1926  NAVD 88 (06/15/91)  920.600  (m)         3020.34   (f) SUPERSEDED  1 2
 PU1926  NGVD 29 (??/??/92)  920.113  (m)         3018.74   (f) ADJ UNCH    1 2
 PU1926
 PU1926.Superseded values are not recommended for survey control.
 PU1926
 PU1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1926.See file dsdata.pdf to determine how the superseded data were derived.
 PU1926
 PU1926_MARKER: DB = BENCH MARK DISK
 PU1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1926_STAMPING: D 360 1962
 PU1926_MARK LOGO: CGS
 PU1926_PROJECTION: FLUSH
 PU1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1926+STABILITY: SURFACE MOTION
 PU1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1926+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PU1926
 PU1926  HISTORY     - Date     Condition        Report By
 PU1926  HISTORY     - 1962     MONUMENTED       CGS
 PU1926  HISTORY     - 19950930 GOOD             NGS
 PU1926
 PU1926                          STATION DESCRIPTION
 PU1926
 PU1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1926'3.6 MI E FROM BELLE FOURCHE.
 PU1926'3.6 MILES EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1926'FROM THE DEPOT AT BELLE FOURCHE, ABOUT 0.35 MILE WEST OF MILE
 PU1926'POST NO 4, AT A GRADED ROAD CROSSING, 74 FEET SOUTHEAST OF THE
 PU1926'CENTERLINE OF THE CROSSING, 56 FEET SOUTH OF THE SOUTH RAIL,
 PU1926'31 FEET EAST OF THE CENTERLINE OF THE ROAD, 19 FEET NORTHEAST
 PU1926'OF THE FIRST TELEPHONE POLE SOUTH OF THE TRACK, 9 FEET SOUTH
 PU1926'OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE LINE, 1.6 FEET
 PU1926'NORTH OF A WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, A CONCRETE
 PU1926'POST PROJECTING ABOUT 0.4 OF A FOOT.
 PU1926
 PU1926                          STATION RECOVERY (1995)
 PU1926
 PU1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1926'5.5 KM (3.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1926'U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.3 KM (0.20 MI) SOUTH ALONG
 PU1926'A DIRT ROAD, 250.0 M (820.2 FT) SOUTH OF THE 212 BAIT SHOP, 18.3 M
 PU1926'(60.0 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACKS REMOVED),
 PU1926'9.4 M (30.8 FT) EAST OF THE ROAD CENTER, 5.8 M (19.0 FT) SOUTH OF A
 PU1926'UTILITY POLE, 2.9 M (9.5 FT) SOUTHWEST OF A UTILITY POLE, 2.7 M (8.9
 PU1926'FT) SOUTH OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PU1926'ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A
 PU1926'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1443 ***********************************************************************
 PU1443  DESIGNATION -  D 361
 PU1443  PID         -  PU1443
 PU1443  STATE/COUNTY-  SD/MEADE
 PU1443  COUNTRY     -  US
 PU1443  USGS QUAD   -  FORT MEADE (2017)
 PU1443
 PU1443                         *CURRENT SURVEY CONTROL
 PU1443  ______________________________________________________________________
 PU1443* NAD 83(1986) POSITION- 44 22 48.     (N) 103 29 00.     (W)   SCALED
 PU1443* NAVD 88 ORTHO HEIGHT -  1118.299 (meters)     3668.95  (feet) ADJUSTED
 PU1443  ______________________________________________________________________
 PU1443  GEOID HEIGHT    -        -15.213 (meters)                     GEOID18
 PU1443  DYNAMIC HEIGHT  -       1117.930 (meters)     3667.74  (feet) COMP
 PU1443  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 PU1443
 PU1443  VERT ORDER      -  FIRST     CLASS II
 PU1443
 PU1443.The horizontal coordinates were scaled from a map and have
 PU1443.an estimated accuracy of +/- 6 seconds.
 PU1443
 PU1443.The orthometric height was determined by differential leveling and
 PU1443.adjusted by the NATIONAL GEODETIC SURVEY
 PU1443.in September 1993.
 PU1443
 PU1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1443.GEOID18 height accuracy estimate available here.
 PU1443
 PU1443.Click photographs - Photos may exist for this station.
 PU1443
 PU1443.The dynamic height is computed by dividing the NAVD 88
 PU1443.geopotential number by the normal gravity value computed on the
 PU1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1443.degrees latitude (g = 980.6199 gals.).
 PU1443
 PU1443.The modeled gravity was interpolated from observed gravity values.
 PU1443
 PU1443;                    North         East    Units  Estimated Accuracy
 PU1443;SPC SD N     -    66,720.      322,490.      MT  (+/- 180 meters Scaled)
 PU1443
 PU1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK208151(NAD 83)
 PU1443
 PU1443                          SUPERSEDED SURVEY CONTROL
 PU1443
 PU1443  NAVD 88 (06/15/91) 1118.284  (m)         3668.90   (f) SUPERSEDED  1 2
 PU1443  NGVD 29 (??/??/92) 1117.761  (m)         3667.19   (f) ADJ UNCH    1 2
 PU1443
 PU1443.Superseded values are not recommended for survey control.
 PU1443
 PU1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1443.See file dsdata.pdf to determine how the superseded data were derived.
 PU1443
 PU1443_MARKER: DB = BENCH MARK DISK
 PU1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1443_STAMPING: D 361 1962
 PU1443_MARK LOGO: CGS
 PU1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1443+STABILITY: SURFACE MOTION
 PU1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1443+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 PU1443
 PU1443  HISTORY     - Date     Condition        Report By
 PU1443  HISTORY     - 1962     MONUMENTED       CGS
 PU1443  HISTORY     - 19910813 GOOD             NGS
 PU1443  HISTORY     - 20120801 GOOD             INDIV
 PU1443
 PU1443                          STATION DESCRIPTION
 PU1443
 PU1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1443'3.8 MI SE FROM STURGIS.
 PU1443'ABOUT 3.75 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1443'RAILWAY FROM THE STATION AT STURGIS, 84 FEET EAST OF AND ACROSS
 PU1443'THE TRACK FROM MILE POST 125, ON THE CREST OF A BANK CUT, 77 FEET
 PU1443'WEST OF THE CENTER LINE OF U.S. HIGHWAY 14 AND STATE HIGHWAY 79,
 PU1443'37 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST OF A METAL WITNESS
 PU1443'POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE RAILS, AND 1 1/2 FEET
 PU1443'ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1443'5 INCHES.
 PU1443
 PU1443                          STATION RECOVERY (1991)
 PU1443
 PU1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1443'6.1 KM (3.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1443'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 35.3 M (115.8 FT)
 PU1443'SOUTH OF THE SOUTHWEST LEG OF A HIGHWAY INFORMATION SIGN (WEATHER
 PU1443'INFORMATION), 23.7 M (77.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PU1443'EASTBOUND LANES OF THE HIGHWAY, 23.5 M (77.1 FT) NORTHEAST OF THE
 PU1443'NEAR RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 0.3 M (1.0 FT)
 PU1443'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 PU1443'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1443'SURFACE.
 PU1443
 PU1443                          STATION RECOVERY (2012)
 PU1443
 PU1443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1422 ***********************************************************************
 PU1422  DESIGNATION -  D 362
 PU1422  PID         -  PU1422
 PU1422  STATE/COUNTY-  SD/MEADE
 PU1422  COUNTRY     -  US
 PU1422  USGS QUAD   -  TILFORD (2017)
 PU1422
 PU1422                         *CURRENT SURVEY CONTROL
 PU1422  ______________________________________________________________________
 PU1422* NAD 83(1986) POSITION- 44 15 56.     (N) 103 24 43.     (W)   SCALED
 PU1422* NAVD 88 ORTHO HEIGHT -  1081.124 (meters)     3546.99  (feet) ADJUSTED
 PU1422  ______________________________________________________________________
 PU1422  GEOID HEIGHT    -        -15.225 (meters)                     GEOID18
 PU1422  DYNAMIC HEIGHT  -       1080.755 (meters)     3545.78  (feet) COMP
 PU1422  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 PU1422
 PU1422  VERT ORDER      -  FIRST     CLASS II
 PU1422
 PU1422.The horizontal coordinates were scaled from a map and have
 PU1422.an estimated accuracy of +/- 6 seconds.
 PU1422
 PU1422.The orthometric height was determined by differential leveling and
 PU1422.adjusted by the NATIONAL GEODETIC SURVEY
 PU1422.in September 1993.
 PU1422
 PU1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1422.GEOID18 height accuracy estimate available here.
 PU1422
 PU1422.Click photographs - Photos may exist for this station.
 PU1422
 PU1422.The dynamic height is computed by dividing the NAVD 88
 PU1422.geopotential number by the normal gravity value computed on the
 PU1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1422.degrees latitude (g = 980.6199 gals.).
 PU1422
 PU1422.The modeled gravity was interpolated from observed gravity values.
 PU1422
 PU1422;                    North         East    Units  Estimated Accuracy
 PU1422;SPC SD N     -    53,770.      327,640.      MT  (+/- 180 meters Scaled)
 PU1422
 PU1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK267025(NAD 83)
 PU1422
 PU1422                          SUPERSEDED SURVEY CONTROL
 PU1422
 PU1422  NAVD 88 (06/15/91) 1081.133  (m)         3547.02   (f) SUPERSEDED  1 2
 PU1422  NGVD 29 (??/??/92) 1080.623  (m)         3545.34   (f) ADJ UNCH    1 2
 PU1422
 PU1422.Superseded values are not recommended for survey control.
 PU1422
 PU1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1422.See file dsdata.pdf to determine how the superseded data were derived.
 PU1422
 PU1422_MARKER: DB = BENCH MARK DISK
 PU1422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1422_SP_SET: WINGWALL
 PU1422_STAMPING: D 362 1962
 PU1422_MARK LOGO: CGS
 PU1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1422+STABILITY: SURFACE MOTION
 PU1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1422+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU1422
 PU1422  HISTORY     - Date     Condition        Report By
 PU1422  HISTORY     - 1962     MONUMENTED       CGS
 PU1422  HISTORY     - 19910813 GOOD             NGS
 PU1422  HISTORY     - 20120806 GOOD             INDIV
 PU1422
 PU1422                          STATION DESCRIPTION
 PU1422
 PU1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1422'12.9 MI SE FROM STURGIS.
 PU1422'ABOUT 12.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1422'RAILWAY FROM THE STATION AT STURGIS, 8 1/2 POLES OR 0.25 MILE
 PU1422'NORTHWEST OF MILE POST 116, 127 FEET SOUTHWEST OF THE SOUTHWEST
 PU1422'RAIL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANE
 PU1422'OF INTERSTATE HIGHWAY 90, AT A STEEL AND CONCRETE HIGHWAY BRIDGE
 PU1422'IN THE NORTHEAST LANE OF THE HIGHWAY, ABOUT LEVEL WITH THE RAILS
 PU1422'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1422'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 PU1422'BRIDGE.
 PU1422
 PU1422                          STATION RECOVERY (1991)
 PU1422
 PU1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1422'20.4 KM (12.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1422'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, IN TOP OF AND 0.4
 PU1422'M (1.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 PU1422'WINGWALL OF THE WESTBOUND HIGHWAY BRIDGE NUMBER 47-080-534 SPANNING
 PU1422'ELK CREEK, AND 5.6 M (18.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 PU1422'HIGHWAY.
 PU1422
 PU1422                          STATION RECOVERY (2012)
 PU1422
 PU1422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1557 ***********************************************************************
 PU1557  DESIGNATION -  D 363
 PU1557  PID         -  PU1557
 PU1557  STATE/COUNTY-  SD/PENNINGTON
 PU1557  COUNTRY     -  US
 PU1557  USGS QUAD   -  BOX ELDER (2017)
 PU1557
 PU1557                         *CURRENT SURVEY CONTROL
 PU1557  ______________________________________________________________________
 PU1557* NAD 83(1986) POSITION- 44 00 41.     (N) 103 01 57.     (W)   SCALED
 PU1557* NAVD 88 ORTHO HEIGHT -   902.860 (meters)     2962.13  (feet) ADJUSTED
 PU1557  ______________________________________________________________________
 PU1557  GEOID HEIGHT    -        -16.852 (meters)                     GEOID18
 PU1557  DYNAMIC HEIGHT  -        902.550 (meters)     2961.12  (feet) COMP
 PU1557  MODELED GRAVITY -    980,244.9   (mgal)                       NAVD 88
 PU1557
 PU1557  VERT ORDER      -  FIRST     CLASS II
 PU1557
 PU1557.The horizontal coordinates were scaled from a map and have
 PU1557.an estimated accuracy of +/- 6 seconds.
 PU1557
 PU1557.The orthometric height was determined by differential leveling and
 PU1557.adjusted by the NATIONAL GEODETIC SURVEY
 PU1557.in June 1991.
 PU1557
 PU1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1557.GEOID18 height accuracy estimate available here.
 PU1557
 PU1557.Click photographs - Photos may exist for this station.
 PU1557
 PU1557.The dynamic height is computed by dividing the NAVD 88
 PU1557.geopotential number by the normal gravity value computed on the
 PU1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1557.degrees latitude (g = 980.6199 gals.).
 PU1557
 PU1557.The modeled gravity was interpolated from observed gravity values.
 PU1557
 PU1557;                    North         East    Units  Estimated Accuracy
 PU1557;SPC SD S     -   189,940.      383,610.      MT  (+/- 180 meters Scaled)
 PU1557
 PU1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ577750(NAD 83)
 PU1557
 PU1557                          SUPERSEDED SURVEY CONTROL
 PU1557
 PU1557  NGVD 29 (??/??/92)  902.386  (m)         2960.58   (f) ADJ UNCH    1 2
 PU1557
 PU1557.Superseded values are not recommended for survey control.
 PU1557
 PU1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1557.See file dsdata.pdf to determine how the superseded data were derived.
 PU1557
 PU1557_MARKER: DB = BENCH MARK DISK
 PU1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1557_STAMPING: D 363 1962
 PU1557_MARK LOGO: CGS
 PU1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1557+STABILITY: SURFACE MOTION
 PU1557
 PU1557  HISTORY     - Date     Condition        Report By
 PU1557  HISTORY     - 1962     MONUMENTED       CGS
 PU1557  HISTORY     - 1985     MARK NOT FOUND   NGS
 PU1557  HISTORY     - 20110310 MARK NOT FOUND   INDIV
 PU1557
 PU1557                          STATION DESCRIPTION
 PU1557
 PU1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1557'11.4 MI SE FROM RAPID CITY.
 PU1557'ABOUT 11.35 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 PU1557'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 PU1557'RAILWAY STATION AT RAPID CITY, 2 1/2 TELEPHONE POLES EAST OF THE
 PU1557'H O SIDING SIGN BOARD, 0.2 MILE WEST OF MILE POST 649, 193 FEET
 PU1557'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE MAIN TRACK, 47
 PU1557'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 40, 16
 PU1557'FEET SOUTHWEST OF A LARGE COTTONWOOD TREE, 1 1/2 FEET
 PU1557'NORTH-NORTHEAST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS
 PU1557'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1557'OF A CONCRETE POST PROJECTING 7 INCHES.
 PU1557
 PU1557                          STATION RECOVERY (1985)
 PU1557
 PU1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1557'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
 PU1557
 PU1557                          STATION RECOVERY (2011)
 PU1557
 PU1557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1557'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0244 ***********************************************************************
 OT0244  DESIGNATION -  D 364
 OT0244  PID         -  OT0244
 OT0244  STATE/COUNTY-  SD/PENNINGTON
 OT0244  COUNTRY     -  US
 OT0244  USGS QUAD   -  SCENIC (2017)
 OT0244
 OT0244                         *CURRENT SURVEY CONTROL
 OT0244  ______________________________________________________________________
 OT0244* NAD 83(1986) POSITION- 43 47 59.     (N) 102 35 21.     (W)   SCALED
 OT0244* NAVD 88 ORTHO HEIGHT -   837.659 (meters)     2748.22  (feet) ADJUSTED
 OT0244  ______________________________________________________________________
 OT0244  GEOID HEIGHT    -        -18.029 (meters)                     GEOID18
 OT0244  DYNAMIC HEIGHT  -        837.383 (meters)     2747.31  (feet) COMP
 OT0244  MODELED GRAVITY -    980,261.0   (mgal)                       NAVD 88
 OT0244
 OT0244  VERT ORDER      -  FIRST     CLASS II
 OT0244
 OT0244.The horizontal coordinates were scaled from a map and have
 OT0244.an estimated accuracy of +/- 6 seconds.
 OT0244
 OT0244.The orthometric height was determined by differential leveling and
 OT0244.adjusted by the NATIONAL GEODETIC SURVEY
 OT0244.in June 1991.
 OT0244
 OT0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0244.GEOID18 height accuracy estimate available here.
 OT0244
 OT0244.Click photographs - Photos may exist for this station.
 OT0244
 OT0244.The dynamic height is computed by dividing the NAVD 88
 OT0244.geopotential number by the normal gravity value computed on the
 OT0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0244.degrees latitude (g = 980.6199 gals.).
 OT0244
 OT0244.The modeled gravity was interpolated from observed gravity values.
 OT0244
 OT0244;                    North         East    Units  Estimated Accuracy
 OT0244;SPC SD S     -   165,370.      418,500.      MT  (+/- 180 meters Scaled)
 OT0244
 OT0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ939524(NAD 83)
 OT0244
 OT0244                          SUPERSEDED SURVEY CONTROL
 OT0244
 OT0244  NGVD 29 (??/??/92)  837.188  (m)         2746.67   (f) ADJ UNCH    1 2
 OT0244
 OT0244.Superseded values are not recommended for survey control.
 OT0244
 OT0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0244.See file dsdata.pdf to determine how the superseded data were derived.
 OT0244
 OT0244_MARKER: DB = BENCH MARK DISK
 OT0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0244_STAMPING: D 364 1962
 OT0244_MARK LOGO: CGS
 OT0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0244+STABILITY: SURFACE MOTION
 OT0244
 OT0244  HISTORY     - Date     Condition        Report By
 OT0244  HISTORY     - 1962     MONUMENTED       CGS
 OT0244
 OT0244                          STATION DESCRIPTION
 OT0244
 OT0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0244'2.4 MI NW FROM SCENIC.
 OT0244'ABOUT 2.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0244'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0244'SECTION 8, T 3 R 13 E, 56 FEET SOUTHEAST OF THE 14TH TELEPHONE
 OT0244'POLE SOUTHEAST OF MILE POST 621, 51 1/2 FEET NORTHWEST OF A
 OT0244'FENCE CORNER, 27 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2
 OT0244'FEET SOUTHWEST OF A FENCE, 2.4 FEET SOUTHEAST OF A METAL WITNESS
 OT0244'POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 OT0244'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0292 ***********************************************************************
 OT0292  DESIGNATION -  D 365
 OT0292  PID         -  OT0292
 OT0292  STATE/COUNTY-  SD/PENNINGTON
 OT0292  COUNTRY     -  US
 OT0292  USGS QUAD   -  HERMOSA NW (2017)
 OT0292
 OT0292                         *CURRENT SURVEY CONTROL
 OT0292  ______________________________________________________________________
 OT0292* NAD 83(1986) POSITION- 43 56 08.     (N) 103 09 20.     (W)   SCALED
 OT0292* NAVD 88 ORTHO HEIGHT -  1001.539 (meters)     3285.88  (feet) ADJUSTED
 OT0292  ______________________________________________________________________
 OT0292  GEOID HEIGHT    -        -16.251 (meters)                     GEOID18
 OT0292  DYNAMIC HEIGHT  -       1001.175 (meters)     3284.69  (feet) COMP
 OT0292  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 OT0292
 OT0292  VERT ORDER      -  FIRST     CLASS II
 OT0292
 OT0292.The horizontal coordinates were scaled from a map and have
 OT0292.an estimated accuracy of +/- 6 seconds.
 OT0292
 OT0292.The orthometric height was determined by differential leveling and
 OT0292.adjusted by the NATIONAL GEODETIC SURVEY
 OT0292.in June 1991.
 OT0292
 OT0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0292.GEOID18 height accuracy estimate available here.
 OT0292
 OT0292.Click photographs - Photos may exist for this station.
 OT0292
 OT0292.The dynamic height is computed by dividing the NAVD 88
 OT0292.geopotential number by the normal gravity value computed on the
 OT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0292.degrees latitude (g = 980.6199 gals.).
 OT0292
 OT0292.The modeled gravity was interpolated from observed gravity values.
 OT0292
 OT0292;                    North         East    Units  Estimated Accuracy
 OT0292;SPC SD S     -   181,840.      373,460.      MT  (+/- 180 meters Scaled)
 OT0292
 OT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ480663(NAD 83)
 OT0292
 OT0292                          SUPERSEDED SURVEY CONTROL
 OT0292
 OT0292  NGVD 29 (??/??/92) 1001.044  (m)         3284.26   (f) ADJ UNCH    1 2
 OT0292
 OT0292.Superseded values are not recommended for survey control.
 OT0292
 OT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0292.See file dsdata.pdf to determine how the superseded data were derived.
 OT0292
 OT0292_MARKER: DB = BENCH MARK DISK
 OT0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0292_SP_SET: ABUTMENT
 OT0292_STAMPING: D 365 1962
 OT0292_MARK LOGO: CGS
 OT0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0292
 OT0292  HISTORY     - Date     Condition        Report By
 OT0292  HISTORY     - 1962     MONUMENTED       CGS
 OT0292
 OT0292                          STATION DESCRIPTION
 OT0292
 OT0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0292'7.8 MI NE FROM HERMOSA.
 OT0292'ABOUT 7.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OT0292'RAILWAY FROM THE STATION AT HERMOSA, IN SECTION 27, T 1 N, R 8 E,
 OT0292'0.45 MILE SOUTHWEST OF A ROAD CROSSING, 0.55 MILE NORTH OF MILE
 OT0292'POST 86, 4 1/2 FEET EAST OF THE EAST RAIL, ABOUT LEVEL WITH THE
 OT0292'RAIL, AND SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 OT0292'ABUTMENT OF THE BRIDGE OVER SPRING CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0056 ***********************************************************************
 OT0056  DESIGNATION -  D 366
 OT0056  PID         -  OT0056
 OT0056  STATE/COUNTY-  SD/PENNINGTON
 OT0056  COUNTRY     -  US
 OT0056  USGS QUAD   -  WALL SW (2017)
 OT0056
 OT0056                         *CURRENT SURVEY CONTROL
 OT0056  ______________________________________________________________________
 OT0056* NAD 83(1986) POSITION- 43 51 59.     (N) 102 13 48.     (W)   SCALED
 OT0056* NAVD 88 ORTHO HEIGHT -   962.681 (meters)     3158.40  (feet) ADJUSTED
 OT0056  ______________________________________________________________________
 OT0056  GEOID HEIGHT    -        -19.058 (meters)                     GEOID18
 OT0056  DYNAMIC HEIGHT  -        962.358 (meters)     3157.34  (feet) COMP
 OT0056  MODELED GRAVITY -    980,250.5   (mgal)                       NAVD 88
 OT0056
 OT0056  VERT ORDER      -  SECOND    CLASS 0
 OT0056
 OT0056.The horizontal coordinates were scaled from a map and have
 OT0056.an estimated accuracy of +/- 6 seconds.
 OT0056
 OT0056.The orthometric height was determined by differential leveling and
 OT0056.adjusted by the NATIONAL GEODETIC SURVEY
 OT0056.in June 1991.
 OT0056
 OT0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0056.GEOID18 height accuracy estimate available here.
 OT0056
 OT0056.Click photographs - Photos may exist for this station.
 OT0056
 OT0056.The dynamic height is computed by dividing the NAVD 88
 OT0056.geopotential number by the normal gravity value computed on the
 OT0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0056.degrees latitude (g = 980.6199 gals.).
 OT0056
 OT0056.The modeled gravity was interpolated from observed gravity values.
 OT0056
 OT0056;                    North         East    Units  Estimated Accuracy
 OT0056;SPC SD S     -   172,050.      447,560.      MT  (+/- 180 meters Scaled)
 OT0056
 OT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ225607(NAD 83)
 OT0056
 OT0056                          SUPERSEDED SURVEY CONTROL
 OT0056
 OT0056  NGVD 29 (??/??/92)  962.206  (m)         3156.84   (f) ADJ UNCH    2 0
 OT0056
 OT0056.Superseded values are not recommended for survey control.
 OT0056
 OT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0056.See file dsdata.pdf to determine how the superseded data were derived.
 OT0056
 OT0056_MARKER: DB = BENCH MARK DISK
 OT0056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0056_SP_SET: FLOOD BOX
 OT0056_STAMPING: D 366 1962
 OT0056_MARK LOGO: CGS
 OT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0056+STABILITY: SURFACE MOTION
 OT0056
 OT0056  HISTORY     - Date     Condition        Report By
 OT0056  HISTORY     - 1962     MONUMENTED       CGS
 OT0056
 OT0056                          STATION DESCRIPTION
 OT0056
 OT0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0056'9.4 MI S FROM WALL.
 OT0056'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0056'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0056'THENCE 8.95 MILES SOUTH ALONG U.S. HIGHWAY 16A, AT THE WEST
 OT0056'END OF A BANK CUT ON THE INSIDE OF A SHARP CURVE IN THE HIGHWAY,
 OT0056'0.35 MILE SOUTHEAST OF THE PINNACLES PARKING AREA, 24 FEET NORTH
 OT0056'OF THE CENTER LINE OF A SHARP CURVE IN THE HIGHWAY, 2 FEET BELOW
 OT0056'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST
 OT0056'CORNER OF A 3 FEET X 3 1/2 FEET CONCRETE FLOOD BOX, 1-INCH
 OT0056'SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL GRATING OVER
 OT0056'THE BOX.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0471 ***********************************************************************
 OS0471  DESIGNATION -  D 367
 OS0471  PID         -  OS0471
 OS0471  STATE/COUNTY-  SD/JACKSON
 OS0471  COUNTRY     -  US
 OS0471  USGS QUAD   -  INTERIOR (2017)
 OS0471
 OS0471                         *CURRENT SURVEY CONTROL
 OS0471  ______________________________________________________________________
 OS0471* NAD 83(1986) POSITION- 43 43 18.     (N) 101 55 11.     (W)   SCALED
 OS0471* NAVD 88 ORTHO HEIGHT -   719.763 (meters)     2361.42  (feet) ADJUSTED
 OS0471  ______________________________________________________________________
 OS0471  GEOID HEIGHT    -        -20.090 (meters)                     GEOID18
 OS0471  DYNAMIC HEIGHT  -        719.533 (meters)     2360.67  (feet) COMP
 OS0471  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OS0471
 OS0471  VERT ORDER      -  FIRST     CLASS II
 OS0471
 OS0471.The horizontal coordinates were scaled from a map and have
 OS0471.an estimated accuracy of +/- 6 seconds.
 OS0471
 OS0471.The orthometric height was determined by differential leveling and
 OS0471.adjusted by the NATIONAL GEODETIC SURVEY
 OS0471.in June 1991.
 OS0471
 OS0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0471.GEOID18 height accuracy estimate available here.
 OS0471
 OS0471.Click photographs - Photos may exist for this station.
 OS0471
 OS0471.The dynamic height is computed by dividing the NAVD 88
 OS0471.geopotential number by the normal gravity value computed on the
 OS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0471.degrees latitude (g = 980.6199 gals.).
 OS0471
 OS0471.The modeled gravity was interpolated from observed gravity values.
 OS0471
 OS0471;                    North         East    Units  Estimated Accuracy
 OS0471;SPC SD S     -   155,450.      472,190.      MT  (+/- 180 meters Scaled)
 OS0471
 OS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP648451(NAD 83)
 OS0471
 OS0471                          SUPERSEDED SURVEY CONTROL
 OS0471
 OS0471  NGVD 29 (??/??/92)  719.323  (m)         2359.98   (f) ADJ UNCH    1 2
 OS0471
 OS0471.Superseded values are not recommended for survey control.
 OS0471
 OS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0471.See file dsdata.pdf to determine how the superseded data were derived.
 OS0471
 OS0471_MARKER: DB = BENCH MARK DISK
 OS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0471_STAMPING: D 367 1962
 OS0471_MARK LOGO: CGS
 OS0471_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0471+STABILITY: SURFACE MOTION
 OS0471
 OS0471  HISTORY     - Date     Condition        Report By
 OS0471  HISTORY     - 1962     MONUMENTED       CGS
 OS0471
 OS0471                          STATION DESCRIPTION
 OS0471
 OS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0471'3.4 MI E FROM INTERIOR.
 OS0471'ABOUT 3.35 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0471'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 1,
 OS0471'T 4 S, R 18 E, 0.15 MILE EAST OF TRESTLE NUMBER W 204, 60 1/2
 OS0471'FEET EAST OF THE 5TH TELEPHONE POLE EAST OF MILE POST 585, 38 1/2
 OS0471'FEET SOUTH OF SOUTH RAIL, 1.5 FEET NORTH OF A METAL WITNESS
 OS0471'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE
 OS0471'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1650 ***********************************************************************
 PU1650  DESIGNATION -  D 368
 PU1650  PID         -  PU1650
 PU1650  STATE/COUNTY-  SD/LAWRENCE
 PU1650  COUNTRY     -  US
 PU1650  USGS QUAD   -  STURGIS (2017)
 PU1650
 PU1650                         *CURRENT SURVEY CONTROL
 PU1650  ______________________________________________________________________
 PU1650* NAD 83(1986) POSITION- 44 25 47.     (N) 103 34 47.     (W)   SCALED
 PU1650* NAVD 88 ORTHO HEIGHT -  1103.118 (meters)     3619.15  (feet) ADJUSTED
 PU1650  ______________________________________________________________________
 PU1650  GEOID HEIGHT    -        -15.039 (meters)                     GEOID18
 PU1650  DYNAMIC HEIGHT  -       1102.757 (meters)     3617.96  (feet) COMP
 PU1650  MODELED GRAVITY -    980,251.9   (mgal)                       NAVD 88
 PU1650
 PU1650  VERT ORDER      -  FIRST     CLASS II
 PU1650
 PU1650.The horizontal coordinates were scaled from a map and have
 PU1650.an estimated accuracy of +/- 6 seconds.
 PU1650
 PU1650.The orthometric height was determined by differential leveling and
 PU1650.adjusted by the NATIONAL GEODETIC SURVEY
 PU1650.in June 1991.
 PU1650
 PU1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1650.GEOID18 height accuracy estimate available here.
 PU1650
 PU1650.Click photographs - Photos may exist for this station.
 PU1650
 PU1650.The dynamic height is computed by dividing the NAVD 88
 PU1650.geopotential number by the normal gravity value computed on the
 PU1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1650.degrees latitude (g = 980.6199 gals.).
 PU1650
 PU1650.The modeled gravity was interpolated from observed gravity values.
 PU1650
 PU1650;                    North         East    Units  Estimated Accuracy
 PU1650;SPC SD N     -    72,570.      315,060.      MT  (+/- 180 meters Scaled)
 PU1650
 PU1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK130205(NAD 83)
 PU1650
 PU1650                          SUPERSEDED SURVEY CONTROL
 PU1650
 PU1650  NGVD 29 (??/??/92) 1102.588  (m)         3617.41   (f) ADJ UNCH    1 2
 PU1650
 PU1650.Superseded values are not recommended for survey control.
 PU1650
 PU1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1650.See file dsdata.pdf to determine how the superseded data were derived.
 PU1650
 PU1650_MARKER: DB = BENCH MARK DISK
 PU1650_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1650_SP_SET: CULVERT HEADWALL
 PU1650_STAMPING: D 368 1962
 PU1650_MARK LOGO: CGS
 PU1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1650+STABILITY: SURFACE MOTION
 PU1650
 PU1650  HISTORY     - Date     Condition        Report By
 PU1650  HISTORY     - 1962     MONUMENTED       CGS
 PU1650
 PU1650                          STATION DESCRIPTION
 PU1650
 PU1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1650'2.8 MI NW FROM STURGIS.
 PU1650'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1650'RAILWAY FROM THE STATION AT STURGIS OR ABOUT 3.8 MILES SOUTHEAST
 PU1650'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE U.S. HIGHWAY
 PU1650'14 OVERPASS AT WHITEWOOD, IN SECTION 1, T 5 N, R 4 E, 12 POLES
 PU1650'NORTHWEST OF MILE POST 131, 13 1/2 FEET NORTHEAST OF THE NORTHEAST
 PU1650'RAIL, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 PU1650'TOP AND CENTER OF THE NORTHEAST HEADWALL OF A STONE ARCH CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1789 ***********************************************************************
 PU1789  DESIGNATION -  D 369
 PU1789  PID         -  PU1789
 PU1789  STATE/COUNTY-  SD/BUTTE
 PU1789  COUNTRY     -  US
 PU1789  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1789
 PU1789                         *CURRENT SURVEY CONTROL
 PU1789  ______________________________________________________________________
 PU1789* NAD 83(1986) POSITION- 44 53 38.     (N) 103 48 03.     (W)   SCALED
 PU1789* NAVD 88 ORTHO HEIGHT -   906.657 (meters)     2974.59  (feet) ADJUSTED
 PU1789  ______________________________________________________________________
 PU1789  GEOID HEIGHT    -        -15.839 (meters)                     GEOID18
 PU1789  DYNAMIC HEIGHT  -        906.426 (meters)     2973.83  (feet) COMP
 PU1789  MODELED GRAVITY -    980,331.6   (mgal)                       NAVD 88
 PU1789
 PU1789  VERT ORDER      -  FIRST     CLASS II
 PU1789
 PU1789.The horizontal coordinates were scaled from a map and have
 PU1789.an estimated accuracy of +/- 6 seconds.
 PU1789
 PU1789.The orthometric height was determined by differential leveling and
 PU1789.adjusted by the NATIONAL GEODETIC SURVEY
 PU1789.in June 1991.
 PU1789
 PU1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1789.GEOID18 height accuracy estimate available here.
 PU1789
 PU1789.Click photographs - Photos may exist for this station.
 PU1789
 PU1789.The dynamic height is computed by dividing the NAVD 88
 PU1789.geopotential number by the normal gravity value computed on the
 PU1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1789.degrees latitude (g = 980.6199 gals.).
 PU1789
 PU1789.The modeled gravity was interpolated from observed gravity values.
 PU1789
 PU1789;                    North         East    Units  Estimated Accuracy
 PU1789;SPC SD N     -   124,900.      299,890.      MT  (+/- 180 meters Scaled)
 PU1789
 PU1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK946718(NAD 83)
 PU1789
 PU1789                          SUPERSEDED SURVEY CONTROL
 PU1789
 PU1789  NGVD 29 (??/??/92)  906.174  (m)         2973.01   (f) ADJ UNCH    1 2
 PU1789
 PU1789.Superseded values are not recommended for survey control.
 PU1789
 PU1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1789.See file dsdata.pdf to determine how the superseded data were derived.
 PU1789
 PU1789_MARKER: DB = BENCH MARK DISK
 PU1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1789_STAMPING: B 369 1962
 PU1789_MARK LOGO: CGS
 PU1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1789+STABILITY: SURFACE MOTION
 PU1789
 PU1789  HISTORY     - Date     Condition        Report By
 PU1789  HISTORY     - 1962     MONUMENTED       CGS
 PU1789  HISTORY     - 1962     GOOD             CGS
 PU1789
 PU1789                          STATION DESCRIPTION
 PU1789
 PU1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1789'16.5 MI N FROM BELLE FOURCHE.
 PU1789'ABOUT 16.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1789'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1789'19, T 11 N, R 3 E, 45 FEET WEST OF THE CENTER LINE OF THE
 PU1789'HIGHWAY, 2 FEET SOUTH OF A T FENCE CORNER, 1 1/2 FEET EAST OF
 PU1789'A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 PU1789'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1789'6-INCHES.
 PU1789
 PU1789                          STATION RECOVERY (1962)
 PU1789
 PU1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0210 ***********************************************************************
 OS0210  DESIGNATION -  D 370
 OS0210  PID         -  OS0210
 OS0210  STATE/COUNTY-  SD/JONES
 OS0210  COUNTRY     -  US
 OS0210  USGS QUAD   -  OKATON (2017)
 OS0210
 OS0210                         *CURRENT SURVEY CONTROL
 OS0210  ______________________________________________________________________
 OS0210* NAD 83(1986) POSITION- 43 53 28.     (N) 100 54 06.     (W)   SCALED
 OS0210* NAVD 88 ORTHO HEIGHT -   715.666 (meters)     2347.98  (feet) ADJUSTED
 OS0210  ______________________________________________________________________
 OS0210  GEOID HEIGHT    -        -23.650 (meters)                     GEOID18
 OS0210  DYNAMIC HEIGHT  -        715.428 (meters)     2347.20  (feet) COMP
 OS0210  MODELED GRAVITY -    980,263.0   (mgal)                       NAVD 88
 OS0210
 OS0210  VERT ORDER      -  FIRST     CLASS II
 OS0210
 OS0210.The horizontal coordinates were scaled from a map and have
 OS0210.an estimated accuracy of +/- 6 seconds.
 OS0210
 OS0210.The orthometric height was determined by differential leveling and
 OS0210.adjusted by the NATIONAL GEODETIC SURVEY
 OS0210.in June 1991.
 OS0210
 OS0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0210.GEOID18 height accuracy estimate available here.
 OS0210
 OS0210.Click photographs - Photos may exist for this station.
 OS0210
 OS0210.The dynamic height is computed by dividing the NAVD 88
 OS0210.geopotential number by the normal gravity value computed on the
 OS0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0210.degrees latitude (g = 980.6199 gals.).
 OS0210
 OS0210.The modeled gravity was interpolated from observed gravity values.
 OS0210
 OS0210;                    North         East    Units  Estimated Accuracy
 OS0210;SPC SD S     -   173,210.      554,340.      MT  (+/- 180 meters Scaled)
 OS0210
 OS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP472615(NAD 83)
 OS0210
 OS0210                          SUPERSEDED SURVEY CONTROL
 OS0210
 OS0210  NGVD 29 (??/??/92)  715.166  (m)         2346.34   (f) ADJ UNCH    1 2
 OS0210
 OS0210.Superseded values are not recommended for survey control.
 OS0210
 OS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0210.See file dsdata.pdf to determine how the superseded data were derived.
 OS0210
 OS0210_MARKER: DB = BENCH MARK DISK
 OS0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0210_STAMPING: D 370 1962
 OS0210_MARK LOGO: CGS
 OS0210_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0210+STABILITY: SURFACE MOTION
 OS0210
 OS0210  HISTORY     - Date     Condition        Report By
 OS0210  HISTORY     - 1962     MONUMENTED       CGS
 OS0210  HISTORY     - 1985     GOOD             NGS
 OS0210
 OS0210                          STATION DESCRIPTION
 OS0210
 OS0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0210'0.7 MI NW FROM OKATON.
 OS0210'ABOUT 0.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0210'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN
 OS0210'SECTION 9, T 2 S, R 27 E, 19 POLES NORTHWEST OF MILE POST 527,
 OS0210'47 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET WEST OF A
 OS0210'TELEPHONE POLE, 2 1/2 FEET NORTHEAST OF A FENCE, 1.5 FEET
 OS0210'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 OS0210'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 OS0210
 OS0210                          STATION RECOVERY (1985)
 OS0210
 OS0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0210'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.30 KM (0.81
 OS0210'MI) NORTHWEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION OF I 90
 OS0210'EXIT 183 AT OKATON, THENCE 0.23 KM (0.14 MI) SOUTH-SOUTHEAST ALONG THE
 OS0210'OLD ABANDON HIGHWAY BED, 39.6 METERS (130 FT) SOUTHWEST OF THE CENTER
 OS0210'OF THE OLD HIGHWAY BED, 14.3 METERS (47 FT) SOUTHWEST OF THE SOUTHWEST
 OS0210'RAIL, 2.1 METERS (7 FT) WEST OF A TELEPHONE POLE AND 0.8 METER (2.5
 OS0210'FT) NORTHEAST OF A FENCE.
 OS0210'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 OS0210'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0510 ***********************************************************************
 PT0510  DESIGNATION -  D 371
 PT0510  PID         -  PT0510
 PT0510  STATE/COUNTY-  SD/HAAKON
 PT0510  COUNTRY     -  US
 PT0510  USGS QUAD   -  ELBON (2017)
 PT0510
 PT0510                         *CURRENT SURVEY CONTROL
 PT0510  ______________________________________________________________________
 PT0510* NAD 83(1986) POSITION- 44 17 48.     (N) 101 40 40.     (W)   SCALED
 PT0510* NAVD 88 ORTHO HEIGHT -   758.556 (meters)     2488.70  (feet) ADJUSTED
 PT0510  ______________________________________________________________________
 PT0510  GEOID HEIGHT    -        -20.963 (meters)                     GEOID18
 PT0510  DYNAMIC HEIGHT  -        758.346 (meters)     2488.01  (feet) COMP
 PT0510  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 PT0510
 PT0510  VERT ORDER      -  FIRST     CLASS II
 PT0510
 PT0510.The horizontal coordinates were scaled from a map and have
 PT0510.an estimated accuracy of +/- 6 seconds.
 PT0510
 PT0510.The orthometric height was determined by differential leveling and
 PT0510.adjusted by the NATIONAL GEODETIC SURVEY
 PT0510.in June 1991.
 PT0510
 PT0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0510.GEOID18 height accuracy estimate available here.
 PT0510
 PT0510.Click photographs - Photos may exist for this station.
 PT0510
 PT0510.The dynamic height is computed by dividing the NAVD 88
 PT0510.geopotential number by the normal gravity value computed on the
 PT0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0510.degrees latitude (g = 980.6199 gals.).
 PT0510
 PT0510.The modeled gravity was interpolated from observed gravity values.
 PT0510
 PT0510;                    North         East    Units  Estimated Accuracy
 PT0510;SPC SD S     -   218,990.      492,710.      MT  (+/- 180 meters Scaled)
 PT0510
 PT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ863083(NAD 83)
 PT0510
 PT0510                          SUPERSEDED SURVEY CONTROL
 PT0510
 PT0510  NGVD 29 (??/??/92)  758.089  (m)         2487.16   (f) ADJ UNCH    1 2
 PT0510
 PT0510.Superseded values are not recommended for survey control.
 PT0510
 PT0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0510.See file dsdata.pdf to determine how the superseded data were derived.
 PT0510
 PT0510_MARKER: DB = BENCH MARK DISK
 PT0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0510_STAMPING: D 371 1962
 PT0510_MARK LOGO: CGS
 PT0510_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0510+STABILITY: SURFACE MOTION
 PT0510
 PT0510  HISTORY     - Date     Condition        Report By
 PT0510  HISTORY     - 1962     MONUMENTED       CGS
 PT0510
 PT0510                          STATION DESCRIPTION
 PT0510
 PT0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0510'11.4 MI S FROM MILESVILLE.
 PT0510'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0510'THE LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES SOUTH ALONG
 PT0510'STATE HIGHWAY 73, 46 FEET WEST OF CENTERLINE OF THE HIGHWAY,
 PT0510'2 FEET EAST OF A FENCE, 1.9 FEET SOUTH OF A METAL WITNESS POST,
 PT0510'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PT0510'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0609 ***********************************************************************
 PT0609  DESIGNATION -  D 372
 PT0609  PID         -  PT0609
 PT0609  STATE/COUNTY-  SD/HAAKON
 PT0609  COUNTRY     -  US
 PT0609  USGS QUAD   -  PHILIP SE (2017)
 PT0609
 PT0609                         *CURRENT SURVEY CONTROL
 PT0609  ______________________________________________________________________
 PT0609* NAD 83(1986) POSITION- 44 02 30.     (N) 101 35 20.     (W)   SCALED
 PT0609* NAVD 88 ORTHO HEIGHT -   641.515 (meters)     2104.70  (feet) ADJUSTED
 PT0609  ______________________________________________________________________
 PT0609  GEOID HEIGHT    -        -21.386 (meters)                     GEOID18
 PT0609  DYNAMIC HEIGHT  -        641.325 (meters)     2104.08  (feet) COMP
 PT0609  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 PT0609
 PT0609  VERT ORDER      -  SECOND    CLASS 0
 PT0609
 PT0609.The horizontal coordinates were scaled from a map and have
 PT0609.an estimated accuracy of +/- 6 seconds.
 PT0609
 PT0609.The orthometric height was determined by differential leveling and
 PT0609.adjusted by the NATIONAL GEODETIC SURVEY
 PT0609.in June 1991.
 PT0609
 PT0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0609.GEOID18 height accuracy estimate available here.
 PT0609
 PT0609.Click photographs - Photos may exist for this station.
 PT0609
 PT0609.The dynamic height is computed by dividing the NAVD 88
 PT0609.geopotential number by the normal gravity value computed on the
 PT0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0609.degrees latitude (g = 980.6199 gals.).
 PT0609
 PT0609.The modeled gravity was interpolated from observed gravity values.
 PT0609
 PT0609;                    North         East    Units  Estimated Accuracy
 PT0609;SPC SD S     -   190,550.      499,380.      MT  (+/- 180 meters Scaled)
 PT0609
 PT0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP925797(NAD 83)
 PT0609
 PT0609                          SUPERSEDED SURVEY CONTROL
 PT0609
 PT0609  NGVD 29 (??/??/92)  641.059  (m)         2103.21   (f) ADJ UNCH    2 0
 PT0609
 PT0609.Superseded values are not recommended for survey control.
 PT0609
 PT0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0609.See file dsdata.pdf to determine how the superseded data were derived.
 PT0609
 PT0609_MARKER: DB = BENCH MARK DISK
 PT0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0609_STAMPING: D 372 1962
 PT0609_MARK LOGO: CGS
 PT0609_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0609+STABILITY: SURFACE MOTION
 PT0609
 PT0609  HISTORY     - Date     Condition        Report By
 PT0609  HISTORY     - 1962     MONUMENTED       CGS
 PT0609
 PT0609                          STATION DESCRIPTION
 PT0609
 PT0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0609'4 MI E FROM PHILIP.
 PT0609'ABOUT 4.05 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PT0609'RAILWAY FROM THE STATION AT PHILIP, IN SECTION 16, T 1 N, R 21 E,
 PT0609'100 FEET NORTH OF THE NORTH RAIL, 145 FEET NORTH AND ACROSS THE
 PT0609'TRACK FROM MILE POST 556, 2 FEET NORTH OF A FENCE, 1.8 FEET EAST
 PT0609'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL,
 PT0609'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0704 ***********************************************************************
 PT0704  DESIGNATION -  D 374
 PT0704  PID         -  PT0704
 PT0704  STATE/COUNTY-  SD/HAAKON
 PT0704  COUNTRY     -  US
 PT0704  USGS QUAD   -  HILLAND (2017)
 PT0704
 PT0704                         *CURRENT SURVEY CONTROL
 PT0704  ______________________________________________________________________
 PT0704* NAD 83(1986) POSITION- 44 17 02.     (N) 101 48 27.     (W)   SCALED
 PT0704* NAVD 88 ORTHO HEIGHT -   795.632 (meters)     2610.34  (feet) ADJUSTED
 PT0704  ______________________________________________________________________
 PT0704  GEOID HEIGHT    -        -20.521 (meters)                     GEOID18
 PT0704  DYNAMIC HEIGHT  -        795.410 (meters)     2609.61  (feet) COMP
 PT0704  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 PT0704
 PT0704  VERT ORDER      -  SECOND    CLASS 0
 PT0704
 PT0704.The horizontal coordinates were scaled from a map and have
 PT0704.an estimated accuracy of +/- 6 seconds.
 PT0704
 PT0704.The orthometric height was determined by differential leveling and
 PT0704.adjusted by the NATIONAL GEODETIC SURVEY
 PT0704.in June 1991.
 PT0704
 PT0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0704.GEOID18 height accuracy estimate available here.
 PT0704
 PT0704.Click photographs - Photos may exist for this station.
 PT0704
 PT0704.The dynamic height is computed by dividing the NAVD 88
 PT0704.geopotential number by the normal gravity value computed on the
 PT0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0704.degrees latitude (g = 980.6199 gals.).
 PT0704
 PT0704.The modeled gravity was interpolated from observed gravity values.
 PT0704
 PT0704;                    North         East    Units  Estimated Accuracy
 PT0704;SPC SD S     -   217,740.      482,340.      MT  (+/- 180 meters Scaled)
 PT0704
 PT0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ759072(NAD 83)
 PT0704
 PT0704                          SUPERSEDED SURVEY CONTROL
 PT0704
 PT0704  NGVD 29 (??/??/92)  795.167  (m)         2608.81   (f) ADJ UNCH    2 0
 PT0704
 PT0704.Superseded values are not recommended for survey control.
 PT0704
 PT0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0704.See file dsdata.pdf to determine how the superseded data were derived.
 PT0704
 PT0704_MARKER: DB = BENCH MARK DISK
 PT0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0704_STAMPING: D 374 1962
 PT0704_MARK LOGO: CGS
 PT0704_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0704+STABILITY: SURFACE MOTION
 PT0704
 PT0704  HISTORY     - Date     Condition        Report By
 PT0704  HISTORY     - 1962     MONUMENTED       CGS
 PT0704
 PT0704                          STATION DESCRIPTION
 PT0704
 PT0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0704'2.5 MI E FROM HILLAND.
 PT0704'ABOUT 2.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0704'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVEL ROAD AND A
 PT0704'ROAD LEADING SOUTH, IN SECTION 27, T 4 N, R 19 E, 83 FEET SOUTH OF
 PT0704'THE CENTER LINE OF THE GRAVEL ROAD, 29 FEET WEST OF THE CENTER
 PT0704'LINE OF THE ROAD LEADING SOUTH, 48 FEET SOUTHEAST OF A TELEPHONE
 PT0704'POLE, 46 FEET SOUTH OF AN EAST-WEST FENCE, 1.7 FEET SOUTH OF A
 PT0704'METAL WITNESS POST, 1 1/2 FEET EAST OF A FENCE, 3 FEET BELOW
 PT0704'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0704'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0376 ***********************************************************************
 PU0376  DESIGNATION -  D 375
 PU0376  PID         -  PU0376
 PU0376  STATE/COUNTY-  SD/PENNINGTON
 PU0376  COUNTRY     -  US
 PU0376  USGS QUAD   -  PEDRO (2017)
 PU0376
 PU0376                         *CURRENT SURVEY CONTROL
 PU0376  ______________________________________________________________________
 PU0376* NAD 83(1986) POSITION- 44 23 46.     (N) 102 06 00.     (W)   SCALED
 PU0376* NAVD 88 ORTHO HEIGHT -   655.858 (meters)     2151.76  (feet) ADJUSTED
 PU0376  ______________________________________________________________________
 PU0376  GEOID HEIGHT    -        -19.712 (meters)                     GEOID18
 PU0376  DYNAMIC HEIGHT  -        655.700 (meters)     2151.24  (feet) COMP
 PU0376  MODELED GRAVITY -    980,354.7   (mgal)                       NAVD 88
 PU0376
 PU0376  VERT ORDER      -  SECOND    CLASS 0
 PU0376
 PU0376.The horizontal coordinates were scaled from a map and have
 PU0376.an estimated accuracy of +/- 6 seconds.
 PU0376
 PU0376.The orthometric height was determined by differential leveling and
 PU0376.adjusted by the NATIONAL GEODETIC SURVEY
 PU0376.in June 1991.
 PU0376
 PU0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0376.GEOID18 height accuracy estimate available here.
 PU0376
 PU0376.Click photographs - Photos may exist for this station.
 PU0376
 PU0376.The dynamic height is computed by dividing the NAVD 88
 PU0376.geopotential number by the normal gravity value computed on the
 PU0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0376.degrees latitude (g = 980.6199 gals.).
 PU0376
 PU0376.The modeled gravity was interpolated from observed gravity values.
 PU0376
 PU0376;                    North         East    Units  Estimated Accuracy
 PU0376;SPC SD S     -   230,660.      459,260.      MT  (+/- 180 meters Scaled)
 PU0376
 PU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK309199(NAD 83)
 PU0376
 PU0376                          SUPERSEDED SURVEY CONTROL
 PU0376
 PU0376  NGVD 29 (??/??/92)  655.410  (m)         2150.29   (f) ADJ UNCH    2 0
 PU0376
 PU0376.Superseded values are not recommended for survey control.
 PU0376
 PU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0376.See file dsdata.pdf to determine how the superseded data were derived.
 PU0376
 PU0376_MARKER: DB = BENCH MARK DISK
 PU0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0376_STAMPING: D 375 1962
 PU0376_MARK LOGO: CGS
 PU0376_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0376+STABILITY: SURFACE MOTION
 PU0376
 PU0376  HISTORY     - Date     Condition        Report By
 PU0376  HISTORY     - 1962     MONUMENTED       CGS
 PU0376
 PU0376                          STATION DESCRIPTION
 PU0376
 PU0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0376'2.4 MI SE FROM PEDRO.
 PU0376'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0376'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 PU0376'1.0 MILE SOUTHEAST ALONG A GRAVELED ROAD, IN SECTION 17, T 5 N,
 PU0376'R 17 E, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 PU0376'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 PU0376'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0376'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2095 ***********************************************************************
 PU2095  DESIGNATION -  D 376
 PU2095  PID         -  PU2095
 PU2095  STATE/COUNTY-  SD/LAWRENCE
 PU2095  COUNTRY     -  US
 PU2095  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2095
 PU2095                         *CURRENT SURVEY CONTROL
 PU2095  ______________________________________________________________________
 PU2095* NAD 83(1986) POSITION- 44 31 23.     (N) 103 56 04.     (W)   SCALED
 PU2095* NAVD 88 ORTHO HEIGHT -  1122.661 (meters)     3683.26  (feet) ADJUSTED
 PU2095  ______________________________________________________________________
 PU2095  GEOID HEIGHT    -        -14.598 (meters)                     GEOID18
 PU2095  DYNAMIC HEIGHT  -       1122.280 (meters)     3682.01  (feet) COMP
 PU2095  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 PU2095
 PU2095  VERT ORDER      -  SECOND    CLASS 0
 PU2095
 PU2095.The horizontal coordinates were scaled from a map and have
 PU2095.an estimated accuracy of +/- 6 seconds.
 PU2095
 PU2095.The orthometric height was determined by differential leveling and
 PU2095.adjusted by the NATIONAL GEODETIC SURVEY
 PU2095.in June 1991.
 PU2095
 PU2095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2095.GEOID18 height accuracy estimate available here.
 PU2095
 PU2095.Click photographs - Photos may exist for this station.
 PU2095
 PU2095.The dynamic height is computed by dividing the NAVD 88
 PU2095.geopotential number by the normal gravity value computed on the
 PU2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2095.degrees latitude (g = 980.6199 gals.).
 PU2095
 PU2095.The modeled gravity was interpolated from observed gravity values.
 PU2095
 PU2095;                    North         East    Units  Estimated Accuracy
 PU2095;SPC SD N     -    84,240.      287,350.      MT  (+/- 180 meters Scaled)
 PU2095
 PU2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK846305(NAD 83)
 PU2095
 PU2095                          SUPERSEDED SURVEY CONTROL
 PU2095
 PU2095  NGVD 29 (??/??/92) 1122.100  (m)         3681.42   (f) ADJ UNCH    2 0
 PU2095
 PU2095.Superseded values are not recommended for survey control.
 PU2095
 PU2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2095.See file dsdata.pdf to determine how the superseded data were derived.
 PU2095
 PU2095_MARKER: DB = BENCH MARK DISK
 PU2095_SETTING: 66 = SET IN ROCK OUTCROP
 PU2095_STAMPING: D 376 1962
 PU2095_MARK LOGO: CGS
 PU2095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2095+STABILITY: POSITION/ELEVATION WELL
 PU2095
 PU2095  HISTORY     - Date     Condition        Report By
 PU2095  HISTORY     - 1962     MONUMENTED       CGS
 PU2095
 PU2095                          STATION DESCRIPTION
 PU2095
 PU2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2095'5.6 MI NW FROM SPEARFISH.
 PU2095'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU2095'AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY 14,
 PU2095'THENCE 4.95 MILE NORTHWEST ALONG OLD HIGHWAY 14, ALSO 0.1 MILE
 PU2095'EAST OF THE JUNCTION OF OLD AND NEW U.S. HIGHWAY 14.  SET
 PU2095'HORIZONTAL IN A OUTCROP OF ROCK ON THE NORTH SLOPE OF A
 PU2095'HILL.  46 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, 15.3
 PU2095'FEET SOUTH OF A FENCE LINE, 8.7 FEET SOUTHWEST OF A 10 INCH
 PU2095'PINE TREE, ABOUT 4 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1709 ***********************************************************************
 PU1709  DESIGNATION -  D 377
 PU1709  PID         -  PU1709
 PU1709  STATE/COUNTY-  SD/LAWRENCE
 PU1709  COUNTRY     -  US
 PU1709  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1709
 PU1709                         *CURRENT SURVEY CONTROL
 PU1709  ______________________________________________________________________
 PU1709* NAD 83(1986) POSITION- 44 26 11.     (N) 103 41 11.     (W)   SCALED
 PU1709* NAVD 88 ORTHO HEIGHT -  1222.012 (meters)     4009.22  (feet) ADJUSTED
 PU1709  ______________________________________________________________________
 PU1709  GEOID HEIGHT    -        -14.600 (meters)                     GEOID18
 PU1709  DYNAMIC HEIGHT  -       1221.592 (meters)     4007.84  (feet) COMP
 PU1709  MODELED GRAVITY -    980,231.3   (mgal)                       NAVD 88
 PU1709
 PU1709  VERT ORDER      -  SECOND    CLASS 0
 PU1709
 PU1709.The horizontal coordinates were scaled from a map and have
 PU1709.an estimated accuracy of +/- 6 seconds.
 PU1709
 PU1709.The orthometric height was determined by differential leveling and
 PU1709.adjusted by the NATIONAL GEODETIC SURVEY
 PU1709.in June 1991.
 PU1709
 PU1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1709.GEOID18 height accuracy estimate available here.
 PU1709
 PU1709.Click photographs - Photos may exist for this station.
 PU1709
 PU1709.The dynamic height is computed by dividing the NAVD 88
 PU1709.geopotential number by the normal gravity value computed on the
 PU1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1709.degrees latitude (g = 980.6199 gals.).
 PU1709
 PU1709.The modeled gravity was interpolated from observed gravity values.
 PU1709
 PU1709;                    North         East    Units  Estimated Accuracy
 PU1709;SPC SD N     -    73,690.      306,610.      MT  (+/- 180 meters Scaled)
 PU1709
 PU1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK045211(NAD 83)
 PU1709
 PU1709                          SUPERSEDED SURVEY CONTROL
 PU1709
 PU1709  NGVD 29 (??/??/92) 1221.467  (m)         4007.43   (f) ADJ UNCH    2 0
 PU1709
 PU1709.Superseded values are not recommended for survey control.
 PU1709
 PU1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1709.See file dsdata.pdf to determine how the superseded data were derived.
 PU1709
 PU1709_MARKER: DB = BENCH MARK DISK
 PU1709_SETTING: 66 = SET IN ROCK OUTCROP
 PU1709_STAMPING: D 337 1962
 PU1709_MARK LOGO: CGS
 PU1709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1709+STABILITY: POSITION/ELEVATION WELL
 PU1709
 PU1709  HISTORY     - Date     Condition        Report By
 PU1709  HISTORY     - 1962     MONUMENTED       CGS
 PU1709
 PU1709                          STATION DESCRIPTION
 PU1709
 PU1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1709'11.4 MI SE FROM SPEARFISH.
 PU1709'9.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1709'AT SPEARFISH, THENCE 2.15 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 PU1709'ON THE INSIDE OF A CURVE, SET IN THE TOP OF A OUTCROP OF ROCK,
 PU1709'92 FEET NORTHWEST OF A FENCE CORNER, 25 FEET SOUTH OF THE
 PU1709'CENTERLINE OF THE ROAD, 6.5 FEET NORTH OF A FENCE LINE, ABOUT
 PU1709'2.5 FEET LOWER THAN THE ROAD, DRILLED IN HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0443 ***********************************************************************
 PU0443  DESIGNATION -  D 378
 PU0443  PID         -  PU0443
 PU0443  STATE/COUNTY-  SD/PENNINGTON
 PU0443  COUNTRY     -  US
 PU0443  USGS QUAD   -  RAINY CREEK (2017)
 PU0443
 PU0443                         *CURRENT SURVEY CONTROL
 PU0443  ______________________________________________________________________
 PU0443* NAD 83(1986) POSITION- 44 14 26.99   (N) 102 10 03.48   (W)   HD_HELD1
 PU0443* NAVD 88 ORTHO HEIGHT -   779.690 (meters)     2558.03  (feet) ADJUSTED
 PU0443  ______________________________________________________________________
 PU0443  GEOID HEIGHT    -        -19.404 (meters)                     GEOID18
 PU0443  DYNAMIC HEIGHT  -        779.472 (meters)     2557.32  (feet) COMP
 PU0443  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 PU0443
 PU0443  VERT ORDER      -  SECOND    CLASS 0
 PU0443
 PU0443.The horizontal coordinates were determined by differentially corrected
 PU0443.hand held GPS observations or other comparable positioning techniques
 PU0443.and have an estimated accuracy of +/- 3 meters.
 PU0443
 PU0443.The orthometric height was determined by differential leveling and
 PU0443.adjusted by the NATIONAL GEODETIC SURVEY
 PU0443.in June 1991.
 PU0443
 PU0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0443.GEOID18 height accuracy estimate available here.
 PU0443
 PU0443.Click photographs - Photos may exist for this station.
 PU0443
 PU0443.The dynamic height is computed by dividing the NAVD 88
 PU0443.geopotential number by the normal gravity value computed on the
 PU0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0443.degrees latitude (g = 980.6199 gals.).
 PU0443
 PU0443.The modeled gravity was interpolated from observed gravity values.
 PU0443
 PU0443;                    North         East    Units  Estimated Accuracy
 PU0443;SPC SD S     -   213,531.2     453,491.1     MT  (+/- 3 meters HH1 GPS) 
 PU0443
 PU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2616402523(NAD 83)
 PU0443
 PU0443                          SUPERSEDED SURVEY CONTROL
 PU0443
 PU0443  NGVD 29 (??/??/92)  779.232  (m)         2556.53   (f) ADJ UNCH    2 0
 PU0443
 PU0443.Superseded values are not recommended for survey control.
 PU0443
 PU0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0443.See file dsdata.pdf to determine how the superseded data were derived.
 PU0443
 PU0443_MARKER: DB = BENCH MARK DISK
 PU0443_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0443+WITH SETTING: INFORMATION.
 PU0443_STAMPING: D 378 1962
 PU0443_MARK LOGO: CGS
 PU0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0443_ROD/PIPE-DEPTH: 2.4 meters
 PU0443
 PU0443  HISTORY     - Date     Condition        Report By
 PU0443  HISTORY     - 1962     MONUMENTED       CGS
 PU0443
 PU0443                          STATION DESCRIPTION
 PU0443
 PU0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0443'3 MI SE FROM CREIGHTON.
 PU0443'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED FROM THE POST OFFICE AND
 PU0443'SERVICE STATION AT CREIGHTON, THENCE 2.05 MILES EAST ALONG A
 PU0443'GRAVELED ROAD, 89 1/2 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 PU0443'JUNCTION, 53.8 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 PU0443'39 1/2 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 PU0443'12 FEET EAST OF A CORNER FENCE POST, 1.5 FEET NORTHEAST OF A METAL
 PU0443'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT
 PU0443'IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0443'WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0542 ***********************************************************************
 PU0542  DESIGNATION -  D 379
 PU0542  PID         -  PU0542
 PU0542  STATE/COUNTY-  SD/PENNINGTON
 PU0542  COUNTRY     -  US
 PU0542  USGS QUAD   -  LAKE HILL (2017)
 PU0542
 PU0542                         *CURRENT SURVEY CONTROL
 PU0542  ______________________________________________________________________
 PU0542* NAD 83(1986) POSITION- 44 07 29.     (N) 102 07 31.     (W)   SCALED
 PU0542* NAVD 88 ORTHO HEIGHT -   886.470 (meters)     2908.36  (feet) ADJUSTED
 PU0542  ______________________________________________________________________
 PU0542  GEOID HEIGHT    -        -19.399 (meters)                     GEOID18
 PU0542  DYNAMIC HEIGHT  -        886.213 (meters)     2907.52  (feet) COMP
 PU0542  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 PU0542
 PU0542  VERT ORDER      -  SECOND    CLASS 0
 PU0542
 PU0542.The horizontal coordinates were scaled from a map and have
 PU0542.an estimated accuracy of +/- 6 seconds.
 PU0542
 PU0542.The orthometric height was determined by differential leveling and
 PU0542.adjusted by the NATIONAL GEODETIC SURVEY
 PU0542.in June 1991.
 PU0542
 PU0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0542.GEOID18 height accuracy estimate available here.
 PU0542
 PU0542.Click photographs - Photos may exist for this station.
 PU0542
 PU0542.The dynamic height is computed by dividing the NAVD 88
 PU0542.geopotential number by the normal gravity value computed on the
 PU0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0542.degrees latitude (g = 980.6199 gals.).
 PU0542
 PU0542.The modeled gravity was interpolated from observed gravity values.
 PU0542
 PU0542;                    North         East    Units  Estimated Accuracy
 PU0542;SPC SD S     -   200,560.      456,600.      MT  (+/- 180 meters Scaled)
 PU0542
 PU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ299897(NAD 83)
 PU0542
 PU0542                          SUPERSEDED SURVEY CONTROL
 PU0542
 PU0542  NGVD 29 (??/??/92)  886.02   (m)         2906.9    (f) COMPUTED    2 0
 PU0542
 PU0542.Superseded values are not recommended for survey control.
 PU0542
 PU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0542.See file dsdata.pdf to determine how the superseded data were derived.
 PU0542
 PU0542_MARKER: DB = BENCH MARK DISK
 PU0542_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0542+WITH SETTING: INFORMATION.
 PU0542_STAMPING: D 379 1962
 PU0542_MARK LOGO: CGS
 PU0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0542_ROD/PIPE-DEPTH: 2.7 meters
 PU0542
 PU0542  HISTORY     - Date     Condition        Report By
 PU0542  HISTORY     - 1962     MONUMENTED       CGS
 PU0542
 PU0542                          STATION DESCRIPTION
 PU0542
 PU0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0542'9.8 MI N FROM QUINN.
 PU0542'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PU0542'OFFICE AT QUINN, THENCE 1.05 MILES NORTH ALONG A GRAVELED
 PU0542'ROAD, 0.1 MILE WEST OF A LONE TREE ON THE NORTH SIDE OF THE
 PU0542'ROAD, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41 1/2
 PU0542'FEET EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE,
 PU0542'1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 PU0542'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0542'COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND
 PU0542'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0154 ***********************************************************************
 OS0154  DESIGNATION -  D 38
 OS0154  PID         -  OS0154
 OS0154  STATE/COUNTY-  SD/TODD
 OS0154  COUNTRY     -  US
 OS0154  USGS QUAD   -  MISSION (2017)
 OS0154
 OS0154                         *CURRENT SURVEY CONTROL
 OS0154  ______________________________________________________________________
 OS0154* NAD 83(1986) POSITION- 43 21 39.     (N) 100 42 39.     (W)   SCALED
 OS0154* NAVD 88 ORTHO HEIGHT -   789.316 (meters)     2589.61  (feet) ADJUSTED
 OS0154  ______________________________________________________________________
 OS0154  GEOID HEIGHT    -        -23.368 (meters)                     GEOID18
 OS0154  DYNAMIC HEIGHT  -        789.007 (meters)     2588.60  (feet) COMP
 OS0154  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 OS0154
 OS0154  VERT ORDER      -  FIRST     CLASS II
 OS0154
 OS0154.The horizontal coordinates were scaled from a map and have
 OS0154.an estimated accuracy of +/- 6 seconds.
 OS0154
 OS0154.The orthometric height was determined by differential leveling and
 OS0154.adjusted by the NATIONAL GEODETIC SURVEY
 OS0154.in June 1991.
 OS0154
 OS0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0154.GEOID18 height accuracy estimate available here.
 OS0154
 OS0154.Click photographs - Photos may exist for this station.
 OS0154
 OS0154.The dynamic height is computed by dividing the NAVD 88
 OS0154.geopotential number by the normal gravity value computed on the
 OS0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0154.degrees latitude (g = 980.6199 gals.).
 OS0154
 OS0154.The modeled gravity was interpolated from observed gravity values.
 OS0154
 OS0154;                    North         East    Units  Estimated Accuracy
 OS0154;SPC SD S     -   114,220.      569,400.      MT  (+/- 180 meters Scaled)
 OS0154
 OS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP613023(NAD 83)
 OS0154
 OS0154                          SUPERSEDED SURVEY CONTROL
 OS0154
 OS0154  NGVD 29 (??/??/92)  788.927  (m)         2588.34   (f) ADJ UNCH    1 2
 OS0154
 OS0154.Superseded values are not recommended for survey control.
 OS0154
 OS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0154.See file dsdata.pdf to determine how the superseded data were derived.
 OS0154
 OS0154_MARKER: DB = BENCH MARK DISK
 OS0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0154_STAMPING: D 38 1933
 OS0154_MARK LOGO: CGS
 OS0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0154+STABILITY: SURFACE MOTION
 OS0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0154+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0154
 OS0154  HISTORY     - Date     Condition        Report By
 OS0154  HISTORY     - 1933     MONUMENTED       CGS
 OS0154  HISTORY     - 1941     GOOD             CGS
 OS0154  HISTORY     - 19920722 GOOD             NGS
 OS0154
 OS0154                          STATION DESCRIPTION
 OS0154
 OS0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0154'7.4 MI N FROM MISSION.
 OS0154'ABOUT 7-3/8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MISSION,
 OS0154'TODD COUNTY, ABOUT 3/4 MILE SOUTH OF A CURVE, ABOUT 55 YARDS
 OS0154'NORTH OF A T-ROAD LEADING EAST, AT A RIGHT-ANGLE TURN IN THE
 OS0154'GUARD FENCE ALONG THE ROAD, AND ABOUT 13 YARDS EAST OF THE
 OS0154'CENTER LINE OF THE HIGHWAY.  A STNDARD DISK, STAMPED D 38 1933
 OS0154'AND SET IN THE TOP OF A CONCRETE POST.
 OS0154
 OS0154                          STATION RECOVERY (1941)
 OS0154
 OS0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OS0154'RECOVERED IN GOOD CONDITION.
 OS0154
 OS0154                          STATION RECOVERY (1992)
 OS0154
 OS0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0154'11.3 KM (7.00 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0154'OF U.S. HIGHWAY 18 IN MISSION, 97.3 M (319.2 FT) EAST OF THE
 OS0154'CENTERLINE OF THE HIGHWAY, 49.5 M (162.4 FT) NORTH OF THE CENTER OF
 OS0154'AN ABANDONED T-JUNCTION ROAD, 14.0 M (45.9 FT) EAST OF THE CENTER OF
 OS0154'AN ABANDONED ROAD, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0154'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.03
 OS0154'M (0.10 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0795 ***********************************************************************
 PT0795  DESIGNATION -  D 380
 PT0795  PID         -  PT0795
 PT0795  STATE/COUNTY-  SD/HAAKON
 PT0795  COUNTRY     -  US
 PT0795  USGS QUAD   -  BOWEN RANCH (2017)
 PT0795
 PT0795                         *CURRENT SURVEY CONTROL
 PT0795  ______________________________________________________________________
 PT0795* NAD 83(1986) POSITION- 44 05 36.     (N) 101 49 38.     (W)   SCALED
 PT0795* NAVD 88 ORTHO HEIGHT -   708.667 (meters)     2325.02  (feet) ADJUSTED
 PT0795  ______________________________________________________________________
 PT0795  GEOID HEIGHT    -        -20.491 (meters)                     GEOID18
 PT0795  DYNAMIC HEIGHT  -        708.460 (meters)     2324.34  (feet) COMP
 PT0795  MODELED GRAVITY -    980,304.3   (mgal)                       NAVD 88
 PT0795
 PT0795  VERT ORDER      -  SECOND    CLASS 0
 PT0795
 PT0795.The horizontal coordinates were scaled from a map and have
 PT0795.an estimated accuracy of +/- 6 seconds.
 PT0795
 PT0795.The orthometric height was determined by differential leveling and
 PT0795.adjusted by the NATIONAL GEODETIC SURVEY
 PT0795.in June 1991.
 PT0795
 PT0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0795.GEOID18 height accuracy estimate available here.
 PT0795
 PT0795.Click photographs - Photos may exist for this station.
 PT0795
 PT0795.The dynamic height is computed by dividing the NAVD 88
 PT0795.geopotential number by the normal gravity value computed on the
 PT0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0795.degrees latitude (g = 980.6199 gals.).
 PT0795
 PT0795.The modeled gravity was interpolated from observed gravity values.
 PT0795
 PT0795;                    North         East    Units  Estimated Accuracy
 PT0795;SPC SD S     -   196,600.      480,380.      MT  (+/- 180 meters Scaled)
 PT0795
 PT0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP736861(NAD 83)
 PT0795
 PT0795                          SUPERSEDED SURVEY CONTROL
 PT0795
 PT0795  NGVD 29 (??/??/92)  708.208  (m)         2323.51   (f) ADJ UNCH    2 0
 PT0795
 PT0795.Superseded values are not recommended for survey control.
 PT0795
 PT0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0795.See file dsdata.pdf to determine how the superseded data were derived.
 PT0795
 PT0795_MARKER: DB = BENCH MARK DISK
 PT0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0795_SP_SET: BRIDGE WINGWALL
 PT0795_STAMPING: D 380 1962
 PT0795_MARK LOGO: CGS
 PT0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0795
 PT0795  HISTORY     - Date     Condition        Report By
 PT0795  HISTORY     - 1962     MONUMENTED       CGS
 PT0795
 PT0795                          STATION DESCRIPTION
 PT0795
 PT0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0795'14.8 MI S FROM HILLAND.
 PT0795'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0795'CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH ALONG A GRAVELED
 PT0795'AND GRADED DIRT ROAD, THENCE 2.25 MILES SOUTHEAST ALONG A GRAVELED
 PT0795'ROAD, 0.4 MILE NORTHWEST OF A SET OF FARM BUILDINGS, 17 FEET
 PT0795'WEST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHWEST OF THE
 PT0795'SOUTH END OF THE WEST STEEL GUARD RAIL OF THE BRIDGE, ABOUT
 PT0795'2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 PT0795'THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE OVER THE NORTH
 PT0795'FORK OF THE BAD RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0488 ***********************************************************************
 PU0488  DESIGNATION -  D 381
 PU0488  PID         -  PU0488
 PU0488  STATE/COUNTY-  SD/PENNINGTON
 PU0488  COUNTRY     -  US
 PU0488  USGS QUAD   -  WASTA SE (2017)
 PU0488
 PU0488                         *CURRENT SURVEY CONTROL
 PU0488  ______________________________________________________________________
 PU0488* NAD 83(1986) POSITION- 44 04 02.     (N) 102 21 16.     (W)   SCALED
 PU0488* NAVD 88 ORTHO HEIGHT -   836.878 (meters)     2745.66  (feet) ADJUSTED
 PU0488  ______________________________________________________________________
 PU0488  GEOID HEIGHT    -        -18.709 (meters)                     GEOID18
 PU0488  DYNAMIC HEIGHT  -        836.641 (meters)     2744.88  (feet) COMP
 PU0488  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 PU0488
 PU0488  VERT ORDER      -  SECOND    CLASS 0
 PU0488
 PU0488.The horizontal coordinates were scaled from a map and have
 PU0488.an estimated accuracy of +/- 6 seconds.
 PU0488
 PU0488.The orthometric height was determined by differential leveling and
 PU0488.adjusted by the NATIONAL GEODETIC SURVEY
 PU0488.in June 1991.
 PU0488
 PU0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0488.GEOID18 height accuracy estimate available here.
 PU0488
 PU0488.Click photographs - Photos may exist for this station.
 PU0488
 PU0488.The dynamic height is computed by dividing the NAVD 88
 PU0488.geopotential number by the normal gravity value computed on the
 PU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0488.degrees latitude (g = 980.6199 gals.).
 PU0488
 PU0488.The modeled gravity was interpolated from observed gravity values.
 PU0488
 PU0488;                    North         East    Units  Estimated Accuracy
 PU0488;SPC SD S     -   194,590.      438,100.      MT  (+/- 180 meters Scaled)
 PU0488
 PU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ118827(NAD 83)
 PU0488
 PU0488                          SUPERSEDED SURVEY CONTROL
 PU0488
 PU0488  NGVD 29 (??/??/92)  836.438  (m)         2744.21   (f) ADJ UNCH    2 0
 PU0488
 PU0488.Superseded values are not recommended for survey control.
 PU0488
 PU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0488.See file dsdata.pdf to determine how the superseded data were derived.
 PU0488
 PU0488_MARKER: DB = BENCH MARK DISK
 PU0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0488_STAMPING: D 381 1962
 PU0488_MARK LOGO: CGS
 PU0488_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0488+STABILITY: SURFACE MOTION
 PU0488
 PU0488  HISTORY     - Date     Condition        Report By
 PU0488  HISTORY     - 1962     MONUMENTED       CGS
 PU0488
 PU0488                          STATION DESCRIPTION
 PU0488
 PU0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0488'5.7 MI NE FROM WASTA.
 PU0488'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0488'FROM THE STATION AT WASTA, THENCE 1.45 MILES SOUTHEAST ALONG
 PU0488'U.S. HIGHWAY 16, THENCE 0.9 MILE NORTHEAST ALONG A GRADED DIRT
 PU0488'ROAD, IN SECTION 6, T 1 N, R 15 E, 0.1 MILE SOUTHEAST OF A
 PU0488'FARMHOUSE, 153 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVELED
 PU0488'ROAD, 80 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 2.0 FEET
 PU0488'NORTH OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 PU0488'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0488'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0105 ***********************************************************************
 OT0105  DESIGNATION -  D 382
 OT0105  PID         -  OT0105
 OT0105  STATE/COUNTY-  SD/PENNINGTON
 OT0105  COUNTRY     -  US
 OT0105  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0105
 OT0105                         *CURRENT SURVEY CONTROL
 OT0105  ______________________________________________________________________
 OT0105* NAD 83(1986) POSITION- 43 54 14.6    (N) 102 18 18.4    (W)   HD_HELD2
 OT0105* NAVD 88 ORTHO HEIGHT -   907.715 (meters)     2978.06  (feet) ADJUSTED
 OT0105  ______________________________________________________________________
 OT0105  GEOID HEIGHT    -        -18.813 (meters)                     GEOID18
 OT0105  DYNAMIC HEIGHT  -        907.425 (meters)     2977.11  (feet) COMP
 OT0105  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 OT0105
 OT0105  VERT ORDER      -  SECOND    CLASS 0
 OT0105
 OT0105.The horizontal coordinates were established by autonomous hand held GPS
 OT0105.observations and have an estimated accuracy of +/- 10 meters.
 OT0105
 OT0105.The orthometric height was determined by differential leveling and
 OT0105.adjusted by the NATIONAL GEODETIC SURVEY
 OT0105.in June 1991.
 OT0105
 OT0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0105.GEOID18 height accuracy estimate available here.
 OT0105
 OT0105.Click photographs - Photos may exist for this station.
 OT0105
 OT0105.The dynamic height is computed by dividing the NAVD 88
 OT0105.geopotential number by the normal gravity value computed on the
 OT0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0105.degrees latitude (g = 980.6199 gals.).
 OT0105
 OT0105.The modeled gravity was interpolated from observed gravity values.
 OT0105
 OT0105;                    North         East    Units  Estimated Accuracy
 OT0105;SPC SD S     -   176,375.      441,624.      MT  (+/- 10 meters HH2 GPS)
 OT0105
 OT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1641164747(NAD 83)
 OT0105
 OT0105                          SUPERSEDED SURVEY CONTROL
 OT0105
 OT0105  NGVD 29 (??/??/92)  907.254  (m)         2976.55   (f) ADJ UNCH    2 0
 OT0105
 OT0105.Superseded values are not recommended for survey control.
 OT0105
 OT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0105.See file dsdata.pdf to determine how the superseded data were derived.
 OT0105
 OT0105_MARKER: DB = BENCH MARK DISK
 OT0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0105_STAMPING: D 382 1962
 OT0105_MARK LOGO: CGS
 OT0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0105+STABILITY: SURFACE MOTION
 OT0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0105+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 OT0105
 OT0105  HISTORY     - Date     Condition        Report By
 OT0105  HISTORY     - 1962     MONUMENTED       CGS
 OT0105  HISTORY     - 20071022 GOOD             GEOCAC
 OT0105
 OT0105                          STATION DESCRIPTION
 OT0105
 OT0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0105'13.2 MI SW FROM WALL.
 OT0105'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0105'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0105'8.2 MILE SOUTH ALONG U.S. HIGHWAY 16A, THENCE 4.6 MILES NORTHWEST
 OT0105'ALONG A GRAVELED ROAD IN SECTION 3, T 2 S, R 15 E, ABOUT 200
 OT0105'FEET WEST OF A CURVE, 109 FEET SOUTH OF AND ACROSS THE ROAD FROM
 OT0105'A FENCE LINE, 75 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 59
 OT0105'FEET NORTH OF THE SOUTH EDGE OF A RIM OVER LOOKING THE BADLANDS
 OT0105'TO THE SOUTH, 1.3 FEET SOUTH OF A METAL WITNESS POST, AND SET
 OT0105'IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES, ABOUT 2 1/2
 OT0105'FEET ABOVE THE LEVEL OF THE ROAD.
 OT0105
 OT0105                          STATION RECOVERY (2007)
 OT0105
 OT0105'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0105'ALONG THE SAGE CREEK ROAD, SOUTHEAST OF THE TURNOUT FOR THE ROBERTS
 OT0105'PRAIRIE DOG TOWN. THE FENCE AND WITNESS POST HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0732 ***********************************************************************
 PT0732  DESIGNATION -  D 383
 PT0732  PID         -  PT0732
 PT0732  STATE/COUNTY-  SD/HAAKON
 PT0732  COUNTRY     -  US
 PT0732  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0732
 PT0732                         *CURRENT SURVEY CONTROL
 PT0732  ______________________________________________________________________
 PT0732* NAD 83(1986) POSITION- 44 11 50.     (N) 101 50 52.     (W)   SCALED
 PT0732* NAVD 88 ORTHO HEIGHT -   792.055 (meters)     2598.60  (feet) ADJUSTED
 PT0732  ______________________________________________________________________
 PT0732  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 PT0732  DYNAMIC HEIGHT  -        791.829 (meters)     2597.86  (feet) COMP
 PT0732  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 PT0732
 PT0732  VERT ORDER      -  SECOND    CLASS 0
 PT0732
 PT0732.The horizontal coordinates were scaled from a map and have
 PT0732.an estimated accuracy of +/- 6 seconds.
 PT0732
 PT0732.The orthometric height was determined by differential leveling and
 PT0732.adjusted by the NATIONAL GEODETIC SURVEY
 PT0732.in June 1991.
 PT0732
 PT0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0732.GEOID18 height accuracy estimate available here.
 PT0732
 PT0732.Click photographs - Photos may exist for this station.
 PT0732
 PT0732.The dynamic height is computed by dividing the NAVD 88
 PT0732.geopotential number by the normal gravity value computed on the
 PT0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0732.degrees latitude (g = 980.6199 gals.).
 PT0732
 PT0732.The modeled gravity was interpolated from observed gravity values.
 PT0732
 PT0732;                    North         East    Units  Estimated Accuracy
 PT0732;SPC SD S     -   208,170.      478,950.      MT  (+/- 180 meters Scaled)
 PT0732
 PT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP724977(NAD 83)
 PT0732
 PT0732                          SUPERSEDED SURVEY CONTROL
 PT0732
 PT0732  NGVD 29 (??/??/92)  791.594  (m)         2597.09   (f) ADJ UNCH    2 0
 PT0732
 PT0732.Superseded values are not recommended for survey control.
 PT0732
 PT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0732.See file dsdata.pdf to determine how the superseded data were derived.
 PT0732
 PT0732_MARKER: DB = BENCH MARK DISK
 PT0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0732_STAMPING: D 383 1962
 PT0732_MARK LOGO: CGS
 PT0732_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0732+STABILITY: SURFACE MOTION
 PT0732
 PT0732  HISTORY     - Date     Condition        Report By
 PT0732  HISTORY     - 1962     MONUMENTED       CGS
 PT0732
 PT0732                          STATION DESCRIPTION
 PT0732
 PT0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0732'6.5 MI S FROM HILLAND.
 PT0732'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0732'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0732'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, IN
 PT0732'SECTION 29, T 3 N, R 3 N, AT A JUNCTION OF THE NORTH-SOUTH ROAD
 PT0732'AND A ROAD LEADING WEST, 45 FEET WEST OF THE CENTER LINE OF
 PT0732'THE NORTH-SOUTH ROAD, 113 FEET SOUTH OF THE CENTER LINE OF
 PT0732'THE ROAD LEADING WEST, 68 FEET SOUTH OF A POWER POLE, 2 FEET
 PT0732'NORTHEAST OF A FENCE, 2.0 FEET WEST OF A METAL WITNESS POST,
 PT0732'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0732'POST PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0554 ***********************************************************************
 PU0554  DESIGNATION -  D 384
 PU0554  PID         -  PU0554
 PU0554  STATE/COUNTY-  SD/PENNINGTON
 PU0554  COUNTRY     -  US
 PU0554  USGS QUAD   -  HORSE TOOTH (2017)
 PU0554
 PU0554                         *CURRENT SURVEY CONTROL
 PU0554  ______________________________________________________________________
 PU0554* NAD 83(1986) POSITION- 44 14 30.     (N) 102 02 59.     (W)   SCALED
 PU0554* NAVD 88 ORTHO HEIGHT -   796.547 (meters)     2613.34  (feet) ADJUSTED
 PU0554  ______________________________________________________________________
 PU0554  GEOID HEIGHT    -        -19.742 (meters)                     GEOID18
 PU0554  DYNAMIC HEIGHT  -        796.319 (meters)     2612.59  (feet) COMP
 PU0554  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 PU0554
 PU0554  VERT ORDER      -  SECOND    CLASS 0
 PU0554
 PU0554.The horizontal coordinates were scaled from a map and have
 PU0554.an estimated accuracy of +/- 6 seconds.
 PU0554
 PU0554.The orthometric height was determined by differential leveling and
 PU0554.adjusted by the NATIONAL GEODETIC SURVEY
 PU0554.in June 1991.
 PU0554
 PU0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0554.GEOID18 height accuracy estimate available here.
 PU0554
 PU0554.Click photographs - Photos may exist for this station.
 PU0554
 PU0554.The dynamic height is computed by dividing the NAVD 88
 PU0554.geopotential number by the normal gravity value computed on the
 PU0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0554.degrees latitude (g = 980.6199 gals.).
 PU0554
 PU0554.The modeled gravity was interpolated from observed gravity values.
 PU0554
 PU0554;                    North         East    Units  Estimated Accuracy
 PU0554;SPC SD S     -   213,420.      462,910.      MT  (+/- 180 meters Scaled)
 PU0554
 PU0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK355029(NAD 83)
 PU0554
 PU0554                          SUPERSEDED SURVEY CONTROL
 PU0554
 PU0554  NGVD 29 (??/??/92)  796.084  (m)         2611.82   (f) ADJ UNCH    2 0
 PU0554
 PU0554.Superseded values are not recommended for survey control.
 PU0554
 PU0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0554.See file dsdata.pdf to determine how the superseded data were derived.
 PU0554
 PU0554_MARKER: DB = BENCH MARK DISK
 PU0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0554_STAMPING: D 384 1962
 PU0554_MARK LOGO: CGS
 PU0554_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0554+STABILITY: SURFACE MOTION
 PU0554
 PU0554  HISTORY     - Date     Condition        Report By
 PU0554  HISTORY     - 1962     MONUMENTED       CGS
 PU0554
 PU0554                          STATION DESCRIPTION
 PU0554
 PU0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0554'18 MI SW FROM HILLAND.
 PU0554'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0554'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PU0554'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PU0554'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PU0554'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PU0554'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0554'0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 PU0554'A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ACROSS COUNTRY ALONG
 PU0554'A LINE OF TELEPHONE POLES, THENCE 2.5 MILES WEST-NORTHWEST
 PU0554'ALONG A TRAIL ROAD, 1.0 MILE EAST OF BENCH MARK A 379 WHICH
 PU0554'IS DESCRIBED FROM CREIGHTON, IN SECTION 10, T 3 N, R 17 E, AT A
 PU0554'JUNCTION OF THE TRAIL ROAD AND A GRAVELED ROAD, 39 FEET NORTH
 PU0554'OF THE JUNCTION OF THE CENTER LINES OF THE 2 ROADS, 30 FEET
 PU0554'NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 17 FEET
 PU0554'NORTHEAST OF THE CENTER OF A WIRE GATE, 2 FEET SOUTHEAST OF A
 PU0554'FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 PU0554'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0554'POST PROJECTING 8 INCHES.  NOTE-- THIS MARK IS 1.15 MILES SOUTH
 PU0554'ALONG A GRAVELED ROAD FROM MIXES 1961 WHICH IS DESCRIBED ALONG
 PU0554'A DIFFERENT ROUTE FROM HILLAND ON LINE NO. 5.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0136 ***********************************************************************
 OT0136  DESIGNATION -  D 385
 OT0136  PID         -  OT0136
 OT0136  STATE/COUNTY-  SD/PENNINGTON
 OT0136  COUNTRY     -  US
 OT0136  USGS QUAD   -  WALL (2017)
 OT0136
 OT0136                         *CURRENT SURVEY CONTROL
 OT0136  ______________________________________________________________________
 OT0136* NAD 83(1986) POSITION- 43 54 32.     (N) 102 09 30.     (W)   SCALED
 OT0136* NAVD 88 ORTHO HEIGHT -   810.983 (meters)     2660.70  (feet) ADJUSTED
 OT0136  ______________________________________________________________________
 OT0136  GEOID HEIGHT    -        -19.285 (meters)                     GEOID18
 OT0136  DYNAMIC HEIGHT  -        810.732 (meters)     2659.88  (feet) COMP
 OT0136  MODELED GRAVITY -    980,282.1   (mgal)                       NAVD 88
 OT0136
 OT0136  VERT ORDER      -  SECOND    CLASS 0
 OT0136
 OT0136.The horizontal coordinates were scaled from a map and have
 OT0136.an estimated accuracy of +/- 6 seconds.
 OT0136
 OT0136.The orthometric height was determined by differential leveling and
 OT0136.adjusted by the NATIONAL GEODETIC SURVEY
 OT0136.in June 1991.
 OT0136
 OT0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0136.GEOID18 height accuracy estimate available here.
 OT0136
 OT0136.Click photographs - Photos may exist for this station.
 OT0136
 OT0136.The dynamic height is computed by dividing the NAVD 88
 OT0136.geopotential number by the normal gravity value computed on the
 OT0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0136.degrees latitude (g = 980.6199 gals.).
 OT0136
 OT0136.The modeled gravity was interpolated from observed gravity values.
 OT0136
 OT0136;                    North         East    Units  Estimated Accuracy
 OT0136;SPC SD S     -   176,640.      453,420.      MT  (+/- 180 meters Scaled)
 OT0136
 OT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ281656(NAD 83)
 OT0136
 OT0136                          SUPERSEDED SURVEY CONTROL
 OT0136
 OT0136  NGVD 29 (??/??/92)  810.522  (m)         2659.19   (f) ADJ UNCH    2 0
 OT0136
 OT0136.Superseded values are not recommended for survey control.
 OT0136
 OT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0136.See file dsdata.pdf to determine how the superseded data were derived.
 OT0136
 OT0136_MARKER: DB = BENCH MARK DISK
 OT0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0136_STAMPING: D 385 1962
 OT0136_MARK LOGO: CGS
 OT0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0136+STABILITY: SURFACE MOTION
 OT0136
 OT0136  HISTORY     - Date     Condition        Report By
 OT0136  HISTORY     - 1961     MONUMENTED       CGS
 OT0136  HISTORY     - 1962     GOOD             CGS
 OT0136
 OT0136                          STATION DESCRIPTION
 OT0136
 OT0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0136'7.2 MI S FROM QUINN.
 OT0136'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0136'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0136'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0136'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0136'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.4 MILES
 OT0136'SOUTH ALONG A BLADED DIRT ROAD IN SECTION 36, T 1 S, R 16 E,
 OT0136'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A
 OT0136'FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 OT0136'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0136'3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0568 ***********************************************************************
 OS0568  DESIGNATION -  D 386
 OS0568  PID         -  OS0568
 OS0568  STATE/COUNTY-  SD/HAAKON
 OS0568  COUNTRY     -  US
 OS0568  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0568
 OS0568                         *CURRENT SURVEY CONTROL
 OS0568  ______________________________________________________________________
 OS0568* NAD 83(1986) POSITION- 43 59 42.     (N) 101 46 45.     (W)   SCALED
 OS0568* NAVD 88 ORTHO HEIGHT -   700.836 (meters)     2299.33  (feet) ADJUSTED
 OS0568  ______________________________________________________________________
 OS0568  GEOID HEIGHT    -        -20.691 (meters)                     GEOID18
 OS0568  DYNAMIC HEIGHT  -        700.627 (meters)     2298.64  (feet) COMP
 OS0568  MODELED GRAVITY -    980,297.8   (mgal)                       NAVD 88
 OS0568
 OS0568  VERT ORDER      -  SECOND    CLASS 0
 OS0568
 OS0568.The horizontal coordinates were scaled from a map and have
 OS0568.an estimated accuracy of +/- 6 seconds.
 OS0568
 OS0568.The orthometric height was determined by differential leveling and
 OS0568.adjusted by the NATIONAL GEODETIC SURVEY
 OS0568.in June 1991.
 OS0568
 OS0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0568.GEOID18 height accuracy estimate available here.
 OS0568
 OS0568.Click photographs - Photos may exist for this station.
 OS0568
 OS0568.The dynamic height is computed by dividing the NAVD 88
 OS0568.geopotential number by the normal gravity value computed on the
 OS0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0568.degrees latitude (g = 980.6199 gals.).
 OS0568
 OS0568.The modeled gravity was interpolated from observed gravity values.
 OS0568
 OS0568;                    North         East    Units  Estimated Accuracy
 OS0568;SPC SD S     -   185,610.      484,040.      MT  (+/- 180 meters Scaled)
 OS0568
 OS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP771750(NAD 83)
 OS0568
 OS0568                          SUPERSEDED SURVEY CONTROL
 OS0568
 OS0568  NGVD 29 (??/??/92)  700.385  (m)         2297.85   (f) ADJ UNCH    2 0
 OS0568
 OS0568.Superseded values are not recommended for survey control.
 OS0568
 OS0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0568.See file dsdata.pdf to determine how the superseded data were derived.
 OS0568
 OS0568_MARKER: DB = BENCH MARK DISK
 OS0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0568_SP_SET: BRIDGE
 OS0568_STAMPING: D 386 1962
 OS0568_MARK LOGO: CGS
 OS0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0568
 OS0568  HISTORY     - Date     Condition        Report By
 OS0568  HISTORY     - 1962     MONUMENTED       CGS
 OS0568
 OS0568                          STATION DESCRIPTION
 OS0568
 OS0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0568'7.1 MI SW FROM PHILIP.
 OS0568'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0568'AND NORTHWESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 OS0568'WEST ALONG WEST PINE STRET, THENCE 6.1 MILES SOUTHWEST ALONG
 OS0568'U.S. HIGHWAY 14 IN SECTION 36, T 1 N, R 19 E, ABOUT 300 FEET
 OS0568'NORTHESAT OF THE HAAKON-JACKSON COUNTY LINE, 16 FEET SOUTHEAST
 OS0568'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE
 OS0568'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST END
 OS0568'OF THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER DRY CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0508 ***********************************************************************
 OS0508  DESIGNATION -  D 387
 OS0508  PID         -  OS0508
 OS0508  STATE/COUNTY-  SD/JACKSON
 OS0508  COUNTRY     -  US
 OS0508  USGS QUAD   -  WETA (2017)
 OS0508
 OS0508                         *CURRENT SURVEY CONTROL
 OS0508  ______________________________________________________________________
 OS0508* NAD 83(1986) POSITION- 43 50 06.     (N) 101 40 41.     (W)   SCALED
 OS0508* NAVD 88 ORTHO HEIGHT -   773.890 (meters)     2539.00  (feet) ADJUSTED
 OS0508  ______________________________________________________________________
 OS0508  GEOID HEIGHT    -        -20.964 (meters)                     GEOID18
 OS0508  DYNAMIC HEIGHT  -        773.647 (meters)     2538.21  (feet) COMP
 OS0508  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 OS0508
 OS0508  VERT ORDER      -  FIRST     CLASS II
 OS0508
 OS0508.The horizontal coordinates were scaled from a map and have
 OS0508.an estimated accuracy of +/- 6 seconds.
 OS0508
 OS0508.The orthometric height was determined by differential leveling and
 OS0508.adjusted by the NATIONAL GEODETIC SURVEY
 OS0508.in June 1991.
 OS0508
 OS0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0508.GEOID18 height accuracy estimate available here.
 OS0508
 OS0508.Click photographs - Photos may exist for this station.
 OS0508
 OS0508.The dynamic height is computed by dividing the NAVD 88
 OS0508.geopotential number by the normal gravity value computed on the
 OS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0508.degrees latitude (g = 980.6199 gals.).
 OS0508
 OS0508.The modeled gravity was interpolated from observed gravity values.
 OS0508
 OS0508;                    North         East    Units  Estimated Accuracy
 OS0508;SPC SD S     -   167,700.      491,860.      MT  (+/- 180 meters Scaled)
 OS0508
 OS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP846570(NAD 83)
 OS0508
 OS0508                          SUPERSEDED SURVEY CONTROL
 OS0508
 OS0508  NGVD 29 (??/??/92)  773.437  (m)         2537.52   (f) ADJ UNCH    1 2
 OS0508
 OS0508.Superseded values are not recommended for survey control.
 OS0508
 OS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0508.See file dsdata.pdf to determine how the superseded data were derived.
 OS0508
 OS0508_MARKER: DB = BENCH MARK DISK
 OS0508_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0508_STAMPING: D 387 1962
 OS0508_MARK LOGO: CGS
 OS0508_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0508+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0508_ROD/PIPE-DEPTH: 4.0 meters
 OS0508
 OS0508  HISTORY     - Date     Condition        Report By
 OS0508  HISTORY     - 1962     MONUMENTED       CGS
 OS0508  HISTORY     - 1966     GOOD             CGS
 OS0508  HISTORY     - 1985     GOOD             NGS
 OS0508  HISTORY     - 19910713 GOOD             NGS
 OS0508  HISTORY     - 20130116 GOOD             INDIV
 OS0508
 OS0508                          STATION DESCRIPTION
 OS0508
 OS0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0508'9 MI W FROM KADOKA.
 OS0508'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0508'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0508'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0508'40 AND 73, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 16 AND
 OS0508'STATE HIGHWAY 40, 113 FEET SOUTH OF THE CENTER LINE OF THE
 OS0508'HIGHWAY, 29 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF
 OS0508'A FENCE, ABOUT LEVEL WITH THE HIGHWAY, 1.5 FEET EAST OF A METAL
 OS0508'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OS0508'DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE
 OS0508'PROJECTING 4-INCHES.
 OS0508
 OS0508                          STATION RECOVERY (1966)
 OS0508
 OS0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0508'RECOVERED IN GOOD CONDITION.
 OS0508
 OS0508                          STATION RECOVERY (1985)
 OS0508
 OS0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0508'THE MARK IS 1.0 M BELOW THE ROAD.
 OS0508'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.35 KM (7.7
 OS0508'MI) WEST ALONG I-90 FROM THE JUNCTION OS STATE HIGHWAY 73 SOUTH AT
 OS0508'KADOKA, 1.3 KM (0.8 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 73
 OS0508'NORTH, 0.75 KM (0.45 MI) EAST OF MILEPOST 142, ON THE BASE OF THE WEST
 OS0508'SLOPE OF A SMALL HILL, 92.7 METERS (304 FT) SOUTH ACROSS THE FRONTAGE
 OS0508'ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE, 34.4 METERS (113 FT)
 OS0508'SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 8.8 METERS (29 FT) EAST OF A
 OS0508'TELEPHONE POLE AND 0.5 METER (1.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 OS0508'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 OS0508
 OS0508                          STATION RECOVERY (1991)
 OS0508
 OS0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0508'12.4 KM (7.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0508'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.8 KM (0.50 MI)
 OS0508'EAST OF MILEPOST 142, 92.8 M (304.5 FT) SOUTH OF THE CENTERLINE OF
 OS0508'THE EASTBOUND LANES OF THE HIGHWAY, 34.4 M (112.9 FT) SOUTH OF THE
 OS0508'CENTERLINE OF A FRONTAGE ROAD, 17.8 M (58.4 FT) EAST OF A UTILITY
 OS0508'POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) EAST
 OS0508'OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--THE
 OS0508'DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND
 OS0508'SURFACE.
 OS0508
 OS0508                          STATION RECOVERY (2013)
 OS0508
 OS0508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0182 ***********************************************************************
 OT0182  DESIGNATION -  D 388
 OT0182  PID         -  OT0182
 OT0182  STATE/COUNTY-  SD/PENNINGTON
 OT0182  COUNTRY     -  US
 OT0182  USGS QUAD   -  WALL NE (2017)
 OT0182
 OT0182                         *CURRENT SURVEY CONTROL
 OT0182  ______________________________________________________________________
 OT0182* NAD 83(1986) POSITION- 43 57 44.     (N) 102 03 36.     (W)   SCALED
 OT0182* NAVD 88 ORTHO HEIGHT -   785.639 (meters)     2577.55  (feet) ADJUSTED
 OT0182  ______________________________________________________________________
 OT0182  GEOID HEIGHT    -        -19.633 (meters)                     GEOID18
 OT0182  DYNAMIC HEIGHT  -        785.402 (meters)     2576.77  (feet) COMP
 OT0182  MODELED GRAVITY -    980,291.1   (mgal)                       NAVD 88
 OT0182
 OT0182  VERT ORDER      -  SECOND    CLASS 0
 OT0182
 OT0182.The horizontal coordinates were scaled from a map and have
 OT0182.an estimated accuracy of +/- 6 seconds.
 OT0182
 OT0182.The orthometric height was determined by differential leveling and
 OT0182.adjusted by the NATIONAL GEODETIC SURVEY
 OT0182.in June 1991.
 OT0182
 OT0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0182.GEOID18 height accuracy estimate available here.
 OT0182
 OT0182.Click photographs - Photos may exist for this station.
 OT0182
 OT0182.The dynamic height is computed by dividing the NAVD 88
 OT0182.geopotential number by the normal gravity value computed on the
 OT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0182.degrees latitude (g = 980.6199 gals.).
 OT0182
 OT0182.The modeled gravity was interpolated from observed gravity values.
 OT0182
 OT0182;                    North         East    Units  Estimated Accuracy
 OT0182;SPC SD S     -   182,400.      461,440.      MT  (+/- 180 meters Scaled)
 OT0182
 OT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ358718(NAD 83)
 OT0182
 OT0182                          SUPERSEDED SURVEY CONTROL
 OT0182
 OT0182  NGVD 29 (??/??/92)  785.186  (m)         2576.06   (f) ADJ UNCH    2 0
 OT0182
 OT0182.Superseded values are not recommended for survey control.
 OT0182
 OT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0182.See file dsdata.pdf to determine how the superseded data were derived.
 OT0182
 OT0182_MARKER: DB = BENCH MARK DISK
 OT0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0182_STAMPING: D 388 1962
 OT0182_MARK LOGO: CGS
 OT0182_PROJECTION: FLUSH
 OT0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0182+STABILITY: SURFACE MOTION
 OT0182
 OT0182  HISTORY     - Date     Condition        Report By
 OT0182  HISTORY     - 1962     MONUMENTED       CGS
 OT0182
 OT0182                          STATION DESCRIPTION
 OT0182
 OT0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0182'4.6 MI SE FROM QUINN.
 OT0182'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0182'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 1.05
 OT0182'MILES SOUTH ALONG A GRAVELED ROAD, 91 FEET NORTHWEST OF D 10 G
 OT0182'1961 AZIMUTH MARK, 63 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OT0182'19 FEET WEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 OT0182'ROAD, AND SET IN THE BASE OF A CONCRETE CYLINDER 18 INCHES
 OT0182'IN DIAMETER WHICH PROJECTS 4 FEET, DRILLED IN THE EAST SIDE OF
 OT0182'THE BASE, ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0758 ***********************************************************************
 PT0758  DESIGNATION -  D 389
 PT0758  PID         -  PT0758
 PT0758  STATE/COUNTY-  SD/HAAKON
 PT0758  COUNTRY     -  US
 PT0758  USGS QUAD   -  BOWEN RANCH (2017)
 PT0758
 PT0758                         *CURRENT SURVEY CONTROL
 PT0758  ______________________________________________________________________
 PT0758* NAD 83(1986) POSITION- 44 02 18.     (N) 101 50 49.     (W)   SCALED
 PT0758* NAVD 88 ORTHO HEIGHT -   753.463 (meters)     2471.99  (feet) ADJUSTED
 PT0758  ______________________________________________________________________
 PT0758  GEOID HEIGHT    -        -20.435 (meters)                     GEOID18
 PT0758  DYNAMIC HEIGHT  -        753.240 (meters)     2471.25  (feet) COMP
 PT0758  MODELED GRAVITY -    980,298.4   (mgal)                       NAVD 88
 PT0758
 PT0758  VERT ORDER      -  SECOND    CLASS 0
 PT0758
 PT0758.The horizontal coordinates were scaled from a map and have
 PT0758.an estimated accuracy of +/- 6 seconds.
 PT0758
 PT0758.The orthometric height was determined by differential leveling and
 PT0758.adjusted by the NATIONAL GEODETIC SURVEY
 PT0758.in June 1991.
 PT0758
 PT0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0758.GEOID18 height accuracy estimate available here.
 PT0758
 PT0758.Click photographs - Photos may exist for this station.
 PT0758
 PT0758.The dynamic height is computed by dividing the NAVD 88
 PT0758.geopotential number by the normal gravity value computed on the
 PT0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0758.degrees latitude (g = 980.6199 gals.).
 PT0758
 PT0758.The modeled gravity was interpolated from observed gravity values.
 PT0758
 PT0758;                    North         East    Units  Estimated Accuracy
 PT0758;SPC SD S     -   190,520.      478,690.      MT  (+/- 180 meters Scaled)
 PT0758
 PT0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP718800(NAD 83)
 PT0758
 PT0758                          SUPERSEDED SURVEY CONTROL
 PT0758
 PT0758  NGVD 29 (??/??/92)  753.009  (m)         2470.50   (f) ADJ UNCH    2 0
 PT0758
 PT0758.Superseded values are not recommended for survey control.
 PT0758
 PT0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0758.See file dsdata.pdf to determine how the superseded data were derived.
 PT0758
 PT0758_MARKER: DB = BENCH MARK DISK
 PT0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0758_STAMPING: D 389 1962
 PT0758_MARK LOGO: CGS
 PT0758_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0758+STABILITY: SURFACE MOTION
 PT0758
 PT0758  HISTORY     - Date     Condition        Report By
 PT0758  HISTORY     - 1962     MONUMENTED       CGS
 PT0758
 PT0758                          STATION DESCRIPTION
 PT0758
 PT0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0758'7.8 MI NE FROM COTTONWOOD.
 PT0758'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE AT
 PT0758'COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0758'THENCE 2.05 MILES EAST ALONG A GRADED DIRT ROAD, 0.3 MILE WEST
 PT0758'OF PROMINENT HILL WITH A STONE AND CONCRETE MONUMENT ON THE
 PT0758'CREST OF THE HILL, 89 FEET WEST OF A POWER POLE, 45 FEET NORTH
 PT0758'OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHEAST OF A T CORNER
 PT0758'FENCE POST, 2 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF A METAL
 PT0758'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PT0758'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1830 ***********************************************************************
 PU1830  DESIGNATION -  D 390
 PU1830  PID         -  PU1830
 PU1830  STATE/COUNTY-  SD/BUTTE
 PU1830  COUNTRY     -  US
 PU1830  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1830
 PU1830                         *CURRENT SURVEY CONTROL
 PU1830  ______________________________________________________________________
 PU1830* NAD 83(1986) POSITION- 44 55 25.46   (N) 103 56 42.19   (W)   HD_HELD1
 PU1830* NAVD 88 ORTHO HEIGHT -   991.884 (meters)     3254.21  (feet) ADJUSTED
 PU1830  ______________________________________________________________________
 PU1830  GEOID HEIGHT    -        -15.625 (meters)                     GEOID18
 PU1830  DYNAMIC HEIGHT  -        991.620 (meters)     3253.34  (feet) COMP
 PU1830  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 PU1830
 PU1830  VERT ORDER      -  SECOND    CLASS 0
 PU1830
 PU1830.The horizontal coordinates were determined by differentially corrected
 PU1830.hand held GPS observations or other comparable positioning techniques
 PU1830.and have an estimated accuracy of +/- 3 meters.
 PU1830
 PU1830.The orthometric height was determined by differential leveling and
 PU1830.adjusted by the NATIONAL GEODETIC SURVEY
 PU1830.in June 1991.
 PU1830
 PU1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1830.GEOID18 height accuracy estimate available here.
 PU1830
 PU1830.Click photographs - Photos may exist for this station.
 PU1830
 PU1830.The dynamic height is computed by dividing the NAVD 88
 PU1830.geopotential number by the normal gravity value computed on the
 PU1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1830.degrees latitude (g = 980.6199 gals.).
 PU1830
 PU1830.The modeled gravity was interpolated from observed gravity values.
 PU1830
 PU1830;                    North         East    Units  Estimated Accuracy
 PU1830;SPC SD N     -   128,755.2     288,674.2     MT  (+/- 3 meters HH1 GPS) 
 PU1830
 PU1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8325675020(NAD 83)
 PU1830
 PU1830                          SUPERSEDED SURVEY CONTROL
 PU1830
 PU1830  NGVD 29 (??/??/92)  991.393  (m)         3252.60   (f) ADJ UNCH    2 0
 PU1830
 PU1830.Superseded values are not recommended for survey control.
 PU1830
 PU1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1830.See file dsdata.pdf to determine how the superseded data were derived.
 PU1830
 PU1830_MARKER: DB = BENCH MARK DISK
 PU1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1830_STAMPING: D 390 1962
 PU1830_MARK LOGO: CGS
 PU1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1830+STABILITY: SURFACE MOTION
 PU1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1830+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1830
 PU1830  HISTORY     - Date     Condition        Report By
 PU1830  HISTORY     - 1962     MONUMENTED       CGS
 PU1830  HISTORY     - 20110822 GOOD             GEOCAC
 PU1830
 PU1830                          STATION DESCRIPTION
 PU1830
 PU1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1830'21 MI NW FROM BELLE FOURCHE.
 PU1830'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1830'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 9.25
 PU1830'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 14, T 11 N,
 PU1830'R 1 E, 73 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 70 FEET
 PU1830'SOUTHEAST OF THE CENTER OF A WIRE GATE, 2 FEET SOUTHWEST OF A
 PU1830'FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 PU1830'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1830'POST PROJECTING 6 INCHES.
 PU1830
 PU1830                          STATION RECOVERY (2011)
 PU1830
 PU1830'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1830'MARK IS NOW DIRECTLY UNDER THE ROW FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0055 ***********************************************************************
 PU0055  DESIGNATION -  D 391
 PU0055  PID         -  PU0055
 PU0055  STATE/COUNTY-  SD/MEADE
 PU0055  COUNTRY     -  US
 PU0055  USGS QUAD   -  OPAL EAST SE (2017)
 PU0055
 PU0055                         *CURRENT SURVEY CONTROL
 PU0055  ______________________________________________________________________
 PU0055* NAD 83(1986) POSITION- 44 49 12.     (N) 102 19 47.     (W)   SCALED
 PU0055* NAVD 88 ORTHO HEIGHT -   739.251 (meters)     2425.36  (feet) ADJUSTED
 PU0055  ______________________________________________________________________
 PU0055  GEOID HEIGHT    -        -18.926 (meters)                     GEOID18
 PU0055  DYNAMIC HEIGHT  -        739.084 (meters)     2424.81  (feet) COMP
 PU0055  MODELED GRAVITY -    980,366.8   (mgal)                       NAVD 88
 PU0055
 PU0055  VERT ORDER      -  SECOND    CLASS 0
 PU0055
 PU0055.The horizontal coordinates were scaled from a map and have
 PU0055.an estimated accuracy of +/- 6 seconds.
 PU0055
 PU0055.The orthometric height was determined by differential leveling and
 PU0055.adjusted by the NATIONAL GEODETIC SURVEY
 PU0055.in June 1991.
 PU0055
 PU0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0055.GEOID18 height accuracy estimate available here.
 PU0055
 PU0055.Click photographs - Photos may exist for this station.
 PU0055
 PU0055.The dynamic height is computed by dividing the NAVD 88
 PU0055.geopotential number by the normal gravity value computed on the
 PU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0055.degrees latitude (g = 980.6199 gals.).
 PU0055
 PU0055.The modeled gravity was interpolated from observed gravity values.
 PU0055
 PU0055;                    North         East    Units  Estimated Accuracy
 PU0055;SPC SD N     -   112,290.      415,770.      MT  (+/- 180 meters Scaled)
 PU0055
 PU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK111664(NAD 83)
 PU0055
 PU0055                          SUPERSEDED SURVEY CONTROL
 PU0055
 PU0055  NGVD 29 (??/??/92)  738.789  (m)         2423.84   (f) ADJ UNCH    2 0
 PU0055
 PU0055.Superseded values are not recommended for survey control.
 PU0055
 PU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0055.See file dsdata.pdf to determine how the superseded data were derived.
 PU0055
 PU0055_MARKER: DB = BENCH MARK DISK
 PU0055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0055_STAMPING: D 391 1963
 PU0055_MARK LOGO: CGS
 PU0055_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0055_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0055_ROD/PIPE-DEPTH: 3.4 meters
 PU0055
 PU0055  HISTORY     - Date     Condition        Report By
 PU0055  HISTORY     - 1963     MONUMENTED       CGS
 PU0055
 PU0055                          STATION DESCRIPTION
 PU0055
 PU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0055'12.4 MI SE FROM OPAL.
 PU0055'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0055'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0055'THENCE 6.15 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 20,
 PU0055'T 10 N, R 15 E, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20
 PU0055'FEET WEST OF THE CENTER LINE OF A FIELD ENTRANCE, 1.1 FEET NORTH
 PU0055'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 PU0055'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11
 PU0055'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0033 ***********************************************************************
 PU0033  DESIGNATION -  D 392
 PU0033  PID         -  PU0033
 PU0033  STATE/COUNTY-  SD/MEADE
 PU0033  COUNTRY     -  US
 PU0033  USGS QUAD   -  WHITE OWL NW (2017)
 PU0033
 PU0033                         *CURRENT SURVEY CONTROL
 PU0033  ______________________________________________________________________
 PU0033* NAD 83(1986) POSITION- 44 42 18.     (N) 102 25 40.     (W)   SCALED
 PU0033* NAVD 88 ORTHO HEIGHT -   828.616 (meters)     2718.55  (feet) ADJUSTED
 PU0033  ______________________________________________________________________
 PU0033  GEOID HEIGHT    -        -18.703 (meters)                     GEOID18
 PU0033  DYNAMIC HEIGHT  -        828.416 (meters)     2717.89  (feet) COMP
 PU0033  MODELED GRAVITY -    980,348.4   (mgal)                       NAVD 88
 PU0033
 PU0033  VERT ORDER      -  SECOND    CLASS 0
 PU0033
 PU0033.The horizontal coordinates were scaled from a map and have
 PU0033.an estimated accuracy of +/- 6 seconds.
 PU0033
 PU0033.The orthometric height was determined by differential leveling and
 PU0033.adjusted by the NATIONAL GEODETIC SURVEY
 PU0033.in June 1991.
 PU0033
 PU0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0033.GEOID18 height accuracy estimate available here.
 PU0033
 PU0033.Click photographs - Photos may exist for this station.
 PU0033
 PU0033.The dynamic height is computed by dividing the NAVD 88
 PU0033.geopotential number by the normal gravity value computed on the
 PU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0033.degrees latitude (g = 980.6199 gals.).
 PU0033
 PU0033.The modeled gravity was interpolated from observed gravity values.
 PU0033
 PU0033;                    North         East    Units  Estimated Accuracy
 PU0033;SPC SD N     -    99,750.      407,640.      MT  (+/- 180 meters Scaled)
 PU0033
 PU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK037533(NAD 83)
 PU0033
 PU0033                          SUPERSEDED SURVEY CONTROL
 PU0033
 PU0033  NGVD 29 (??/??/92)  828.151  (m)         2717.03   (f) ADJ UNCH    2 0
 PU0033
 PU0033.Superseded values are not recommended for survey control.
 PU0033
 PU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0033.See file dsdata.pdf to determine how the superseded data were derived.
 PU0033
 PU0033_MARKER: DB = BENCH MARK DISK
 PU0033_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0033+WITH SETTING: INFORMATION.
 PU0033_STAMPING: D 392 1963
 PU0033_MARK LOGO: CGS
 PU0033_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0033_ROD/PIPE-DEPTH: 2.4 meters
 PU0033
 PU0033  HISTORY     - Date     Condition        Report By
 PU0033  HISTORY     - 1963     MONUMENTED       CGS
 PU0033
 PU0033                          STATION DESCRIPTION
 PU0033
 PU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0033'8.5 MI E FROM RED OWL.
 PU0033'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0033'POST OFFICE AT RED OWL, THENCE 6.8 MILES EAST ALONG A GRAVELED
 PU0033'ROAD, AND ON THE OUTSIDE OF A CURVE, IN SECTION 29, R 14 E,
 PU0033'T 9 N, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PU0033'1 1/2 FEET EAST OF A FENCE, 1.0 FEET SOUTH OF A METAL WITNESS
 PU0033'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0033'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 PU0033'ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0073 ***********************************************************************
 QT0073  DESIGNATION -  D 393
 QT0073  PID         -  QT0073
 QT0073  STATE/COUNTY-  SD/MEADE
 QT0073  COUNTRY     -  US
 QT0073  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0073
 QT0073                         *CURRENT SURVEY CONTROL
 QT0073  ______________________________________________________________________
 QT0073* NAD 83(1986) POSITION- 45 00 23.     (N) 102 26 06.     (W)   SCALED
 QT0073* NAVD 88 ORTHO HEIGHT -   867.459 (meters)     2845.99  (feet) ADJUSTED
 QT0073  ______________________________________________________________________
 QT0073  GEOID HEIGHT    -        -18.425 (meters)                     GEOID18
 QT0073  DYNAMIC HEIGHT  -        867.277 (meters)     2845.39  (feet) COMP
 QT0073  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 QT0073
 QT0073  VERT ORDER      -  SECOND    CLASS 0
 QT0073
 QT0073.The horizontal coordinates were scaled from a map and have
 QT0073.an estimated accuracy of +/- 6 seconds.
 QT0073
 QT0073.The orthometric height was determined by differential leveling and
 QT0073.adjusted by the NATIONAL GEODETIC SURVEY
 QT0073.in June 1991.
 QT0073
 QT0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0073.GEOID18 height accuracy estimate available here.
 QT0073
 QT0073.Click photographs - Photos may exist for this station.
 QT0073
 QT0073.The dynamic height is computed by dividing the NAVD 88
 QT0073.geopotential number by the normal gravity value computed on the
 QT0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0073.degrees latitude (g = 980.6199 gals.).
 QT0073
 QT0073.The modeled gravity was interpolated from observed gravity values.
 QT0073
 QT0073;                    North         East    Units  Estimated Accuracy
 QT0073;SPC SD N     -   133,240.      408,070.      MT  (+/- 180 meters Scaled)
 QT0073
 QT0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK021868(NAD 83)
 QT0073
 QT0073                          SUPERSEDED SURVEY CONTROL
 QT0073
 QT0073  NGVD 29 (??/??/92)  867.000  (m)         2844.48   (f) ADJ UNCH    2 0
 QT0073
 QT0073.Superseded values are not recommended for survey control.
 QT0073
 QT0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0073.See file dsdata.pdf to determine how the superseded data were derived.
 QT0073
 QT0073_MARKER: DB = BENCH MARK DISK
 QT0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0073_STAMPING: D 393 1963
 QT0073_MARK LOGO: CGS
 QT0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0073+STABILITY: SURFACE MOTION
 QT0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0073+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0073
 QT0073  HISTORY     - Date     Condition        Report By
 QT0073  HISTORY     - 1963     MONUMENTED       CGS
 QT0073  HISTORY     - 19960425 GOOD             NGS
 QT0073
 QT0073                          STATION DESCRIPTION
 QT0073
 QT0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0073'9.6 MI SE FROM MAURINE.
 QT0073'ABOUT 0.7 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0073'MAURINE, THENCE 7.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0073'U.S. HIGHWAY 212, THENCE 1.0 MILE NORTH ON A GRAVELED ROAD,
 QT0073'ON THE EAST SIDE OF THE ROAD AND AT THE CREST OF A HILL, 286
 QT0073'FEET SOUTHEAST OF A POWER POLE, 48 FEET EAST OF THE CENTER
 QT0073'LINE OF THE GRAVELED ROAD, 13 FEET SOUTH OF THE CENTER LINE OF
 QT0073'A FIELD ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE, 1.2 FEET SOUTH
 QT0073'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 QT0073'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QT0073
 QT0073                          STATION RECOVERY (1996)
 QT0073
 QT0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0073'30.6 KM (19.00 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0073'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 1.8 KM (1.10 MI)
 QT0073'SOUTHERLY ALONG COUNTY ROAD 35, 14.5 M (47.6 FT) EAST OF THE ROAD
 QT0073'CENTER, 3.7 M (12.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND
 QT0073'GATE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A
 QT0073'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT
 QT0073'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0225 ***********************************************************************
 PU0225  DESIGNATION -  D 394
 PU0225  PID         -  PU0225
 PU0225  STATE/COUNTY-  SD/MEADE
 PU0225  COUNTRY     -  US
 PU0225  USGS QUAD   -  REED DAM (2017)
 PU0225
 PU0225                         *CURRENT SURVEY CONTROL
 PU0225  ______________________________________________________________________
 PU0225* NAD 83(1986) POSITION- 44 50 56.     (N) 102 12 23.     (W)   SCALED
 PU0225* NAVD 88 ORTHO HEIGHT -   749.511 (meters)     2459.02  (feet) ADJUSTED
 PU0225  ______________________________________________________________________
 PU0225  GEOID HEIGHT    -        -19.239 (meters)                     GEOID18
 PU0225  DYNAMIC HEIGHT  -        749.349 (meters)     2458.49  (feet) COMP
 PU0225  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PU0225
 PU0225  VERT ORDER      -  SECOND    CLASS 0
 PU0225
 PU0225.The horizontal coordinates were scaled from a map and have
 PU0225.an estimated accuracy of +/- 6 seconds.
 PU0225
 PU0225.The orthometric height was determined by differential leveling and
 PU0225.adjusted by the NATIONAL GEODETIC SURVEY
 PU0225.in June 1991.
 PU0225
 PU0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0225.GEOID18 height accuracy estimate available here.
 PU0225
 PU0225.Click photographs - Photos may exist for this station.
 PU0225
 PU0225.The dynamic height is computed by dividing the NAVD 88
 PU0225.geopotential number by the normal gravity value computed on the
 PU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0225.degrees latitude (g = 980.6199 gals.).
 PU0225
 PU0225.The modeled gravity was interpolated from observed gravity values.
 PU0225
 PU0225;                    North         East    Units  Estimated Accuracy
 PU0225;SPC SD N     -   115,230.      425,610.      MT  (+/- 180 meters Scaled)
 PU0225
 PU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK207699(NAD 83)
 PU0225
 PU0225                          SUPERSEDED SURVEY CONTROL
 PU0225
 PU0225  NGVD 29 (??/??/92)  749.052  (m)         2457.51   (f) ADJ UNCH    2 0
 PU0225
 PU0225.Superseded values are not recommended for survey control.
 PU0225
 PU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0225.See file dsdata.pdf to determine how the superseded data were derived.
 PU0225
 PU0225_MARKER: DB = BENCH MARK DISK
 PU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0225_STAMPING: D 394 1963
 PU0225_MARK LOGO: CGS
 PU0225_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0225+STABILITY: SURFACE MOTION
 PU0225
 PU0225  HISTORY     - Date     Condition        Report By
 PU0225  HISTORY     - 1963     MONUMENTED       CGS
 PU0225
 PU0225                          STATION DESCRIPTION
 PU0225
 PU0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0225'19 MI SE FROM OPAL.
 PU0225'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0225'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0225'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.0 MILES
 PU0225'SOUTH ALONG A GRAVELED ROAD, THENCE 2.15 MILES EAST ALONG A
 PU0225'GRADED DIRT ROAD, OR ABOUT 0.1 MILE NORTH ALONG MAIN STREET
 PU0225'FROM THE POST OFFICE AT FAITH, THENCE 0.35 MILE WEST ALONG U.S.
 PU0225'HIGHWAY 212, THENCE 12.05 MILES SOUTH ALONG STATE HIGHWAY 73,
 PU0225'THENCE 8.15 MILES WEST ALONG A GRADED DIRT ROAD, 47 FEET SOUTH
 PU0225'OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF THE CENTER OF
 PU0225'A GATE, 5 FEET NORTH OF A POWER POLE, 1 1/2 FEET NORTH OF A
 PU0225'FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 PU0225'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0225'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0063 ***********************************************************************
 PU0063  DESIGNATION -  D 395
 PU0063  PID         -  PU0063
 PU0063  STATE/COUNTY-  SD/MEADE
 PU0063  COUNTRY     -  US
 PU0063  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0063
 PU0063                         *CURRENT SURVEY CONTROL
 PU0063  ______________________________________________________________________
 PU0063* NAD 83(1986) POSITION- 44 54 26.     (N) 102 20 50.     (W)   SCALED
 PU0063* NAVD 88 ORTHO HEIGHT -   789.067 (meters)     2588.80  (feet) ADJUSTED
 PU0063  ______________________________________________________________________
 PU0063  GEOID HEIGHT    -        -18.774 (meters)                     GEOID18
 PU0063  DYNAMIC HEIGHT  -        788.898 (meters)     2588.24  (feet) COMP
 PU0063  MODELED GRAVITY -    980,377.1   (mgal)                       NAVD 88
 PU0063
 PU0063  VERT ORDER      -  SECOND    CLASS 0
 PU0063
 PU0063.The horizontal coordinates were scaled from a map and have
 PU0063.an estimated accuracy of +/- 6 seconds.
 PU0063
 PU0063.The orthometric height was determined by differential leveling and
 PU0063.adjusted by the NATIONAL GEODETIC SURVEY
 PU0063.in June 1991.
 PU0063
 PU0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0063.GEOID18 height accuracy estimate available here.
 PU0063
 PU0063.Click photographs - Photos may exist for this station.
 PU0063
 PU0063.The dynamic height is computed by dividing the NAVD 88
 PU0063.geopotential number by the normal gravity value computed on the
 PU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0063.degrees latitude (g = 980.6199 gals.).
 PU0063
 PU0063.The modeled gravity was interpolated from observed gravity values.
 PU0063
 PU0063;                    North         East    Units  Estimated Accuracy
 PU0063;SPC SD N     -   122,020.      414,670.      MT  (+/- 180 meters Scaled)
 PU0063
 PU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK094760(NAD 83)
 PU0063
 PU0063                          SUPERSEDED SURVEY CONTROL
 PU0063
 PU0063  NGVD 29 (??/??/92)  788.607  (m)         2587.29   (f) ADJ UNCH    2 0
 PU0063
 PU0063.Superseded values are not recommended for survey control.
 PU0063
 PU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0063.See file dsdata.pdf to determine how the superseded data were derived.
 PU0063
 PU0063_MARKER: DB = BENCH MARK DISK
 PU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0063_STAMPING: D 395 1963
 PU0063_MARK LOGO: CGS
 PU0063_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0063+STABILITY: SURFACE MOTION
 PU0063
 PU0063  HISTORY     - Date     Condition        Report By
 PU0063  HISTORY     - 1963     MONUMENTED       CGS
 PU0063
 PU0063                          STATION DESCRIPTION
 PU0063
 PU0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0063'8 MI E FROM OPAL.
 PU0063'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0063'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0063'THENCE 3.15 MILES EAST ALONG A GRAVELED ROAD, 47 FEET NORTH OF
 PU0063'THE CENTER LINE OF THE GRAVELED ROAD, 2 1/2 FEET NORTHWEST OF A
 PU0063'CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 3.0 FEET EAST-NORTHEAST
 PU0063'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PU0063'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0353 ***********************************************************************
 OT0353  DESIGNATION -  D 396
 OT0353  PID         -  OT0353
 OT0353  STATE/COUNTY-  SD/FALL RIVER
 OT0353  COUNTRY     -  US
 OT0353  USGS QUAD   -  BUFFALO GAP (2017)
 OT0353
 OT0353                         *CURRENT SURVEY CONTROL
 OT0353  ______________________________________________________________________
 OT0353* NAD 83(1986) POSITION- 43 27 40.     (N) 103 21 02.     (W)   SCALED
 OT0353* NAVD 88 ORTHO HEIGHT -  1014.826 (meters)     3329.48  (feet) ADJUSTED
 OT0353  ______________________________________________________________________
 OT0353  GEOID HEIGHT    -        -16.006 (meters)                     GEOID18
 OT0353  DYNAMIC HEIGHT  -       1014.415 (meters)     3328.13  (feet) COMP
 OT0353  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 OT0353
 OT0353  VERT ORDER      -  FIRST     CLASS II
 OT0353
 OT0353.The horizontal coordinates were scaled from a map and have
 OT0353.an estimated accuracy of +/- 6 seconds.
 OT0353
 OT0353.The orthometric height was determined by differential leveling and
 OT0353.adjusted by the NATIONAL GEODETIC SURVEY
 OT0353.in June 1991.
 OT0353
 OT0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0353.GEOID18 height accuracy estimate available here.
 OT0353
 OT0353.Click photographs - Photos may exist for this station.
 OT0353
 OT0353.The dynamic height is computed by dividing the NAVD 88
 OT0353.geopotential number by the normal gravity value computed on the
 OT0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0353.degrees latitude (g = 980.6199 gals.).
 OT0353
 OT0353.The modeled gravity was interpolated from observed gravity values.
 OT0353
 OT0353;                    North         East    Units  Estimated Accuracy
 OT0353;SPC SD S     -   129,720.      355,900.      MT  (+/- 180 meters Scaled)
 OT0353
 OT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ334133(NAD 83)
 OT0353
 OT0353                          SUPERSEDED SURVEY CONTROL
 OT0353
 OT0353  NGVD 29 (??/??/92) 1014.335  (m)         3327.86   (f) ADJ UNCH    1 2
 OT0353
 OT0353.Superseded values are not recommended for survey control.
 OT0353
 OT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0353.See file dsdata.pdf to determine how the superseded data were derived.
 OT0353
 OT0353_MARKER: DB = BENCH MARK DISK
 OT0353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0353_SP_SET: BRIDGE ABUTMENT
 OT0353_STAMPING: D 396 1963
 OT0353_MARK LOGO: CGS
 OT0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0353
 OT0353  HISTORY     - Date     Condition        Report By
 OT0353  HISTORY     - 1963     MONUMENTED       CGS
 OT0353  HISTORY     - 1985     GOOD             NGS
 OT0353
 OT0353                          STATION DESCRIPTION
 OT0353
 OT0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0353'3.3 MI SW FROM BUFFALO GAP.
 OT0353'0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN HILLS
 OT0353'BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 OT0353'THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 2.1 MILES
 OT0353'SOUTH ALONG STATE HIGHWAY 79, IN SECTION 12, T 7 S, R 6 E, IN
 OT0353'THE NORTH ABUTMENT OF A BRIDGE, 18 FEET WEST OF THE CENTER LINE
 OT0353'OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 OT0353'OF THE WEST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE OVER
 OT0353'ELM CREEK.
 OT0353
 OT0353                          STATION RECOVERY (1985)
 OT0353
 OT0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0353'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 OT0353'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0353'SPRINGS, THENCE 7.75 KM (4.85 MI) NORTHEAST ALONG STATE HIGHWAY 79, IN
 OT0353'TOP OF AND 0.3 METER (1 FT) EAST OF THE WEST END OF THE NORTH ABUTMENT
 OT0353'FOR THE BRIDGE OVER ELM CREEK, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 32,
 OT0353'5.5 METERS (18 FT) WEST OF THE HIGHWAY CENTERLINE.
 OT0353'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0533 ***********************************************************************
 OT0533  DESIGNATION -  D 397
 OT0533  PID         -  OT0533
 OT0533  STATE/COUNTY-  SD/FALL RIVER
 OT0533  COUNTRY     -  US
 OT0533  USGS QUAD   -  FLINT HILL (2017)
 OT0533
 OT0533                         *CURRENT SURVEY CONTROL
 OT0533  ______________________________________________________________________
 OT0533* NAD 83(1986) POSITION- 43 19 47.     (N) 103 44 40.     (W)   SCALED
 OT0533* NAVD 88 ORTHO HEIGHT -  1135.207 (meters)     3724.43  (feet) ADJUSTED
 OT0533  ______________________________________________________________________
 OT0533  GEOID HEIGHT    -        -15.082 (meters)                     GEOID18
 OT0533  DYNAMIC HEIGHT  -       1134.725 (meters)     3722.84  (feet) COMP
 OT0533  MODELED GRAVITY -    980,155.0   (mgal)                       NAVD 88
 OT0533
 OT0533  VERT ORDER      -  FIRST     CLASS II
 OT0533
 OT0533.The horizontal coordinates were scaled from a map and have
 OT0533.an estimated accuracy of +/- 6 seconds.
 OT0533
 OT0533.The orthometric height was determined by differential leveling and
 OT0533.adjusted by the NATIONAL GEODETIC SURVEY
 OT0533.in June 1991.
 OT0533
 OT0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0533.GEOID18 height accuracy estimate available here.
 OT0533
 OT0533.Click photographs - Photos may exist for this station.
 OT0533
 OT0533.The dynamic height is computed by dividing the NAVD 88
 OT0533.geopotential number by the normal gravity value computed on the
 OT0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0533.degrees latitude (g = 980.6199 gals.).
 OT0533
 OT0533.The modeled gravity was interpolated from observed gravity values.
 OT0533
 OT0533;                    North         East    Units  Estimated Accuracy
 OT0533;SPC SD S     -   116,370.      323,450.      MT  (+/- 180 meters Scaled)
 OT0533
 OT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH017981(NAD 83)
 OT0533
 OT0533                          SUPERSEDED SURVEY CONTROL
 OT0533
 OT0533  NGVD 29 (??/??/92) 1134.655  (m)         3722.61   (f) ADJ UNCH    1 2
 OT0533
 OT0533.Superseded values are not recommended for survey control.
 OT0533
 OT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0533.See file dsdata.pdf to determine how the superseded data were derived.
 OT0533
 OT0533_MARKER: DB = BENCH MARK DISK
 OT0533_SETTING: 66 = SET IN ROCK OUTCROP
 OT0533_STAMPING: D 397 1963
 OT0533_MARK LOGO: CGS
 OT0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0533+STABILITY: POSITION/ELEVATION WELL
 OT0533
 OT0533  HISTORY     - Date     Condition        Report By
 OT0533  HISTORY     - 1963     MONUMENTED       CGS
 OT0533
 OT0533                          STATION DESCRIPTION
 OT0533
 OT0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0533'7 MI NE FROM EDGEMONT.
 OT0533'ABOUT 7.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0533'RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 27, T 8 S,
 OT0533'R 3 E, IN THE BOTTOM OF A CANYON AND AT THE NORTHEAST END OF A
 OT0533'FILL AND THE SOUTHWEST END OF A CUT, 27 FEET SOUTHEAST OF THE
 OT0533'SOUTHEAST RAIL, 18 FEET SOUTHEAST OF MILE POST 7, 27 FEET NORTHEAST
 OT0533'OF A TELEPHONE POLE BRACED WITH A GUY WIRE, 7 FEET SOUTHEAST OF A
 OT0533'FENCE, 76 FEET SOUTHWEST OF THE FOOT OF A SOLID ROCK CLIFF, 14.4
 OT0533'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND
 OT0533'SET IN THE TOP OF A FLAT SANDSTONE ROCK OUTCROP FLUSH WITH THE
 OT0533'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0558 ***********************************************************************
 OS0558  DESIGNATION -  D 4 S
 OS0558  PID         -  OS0558
 OS0558  STATE/COUNTY-  SD/JACKSON
 OS0558  COUNTRY     -  US
 OS0558  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0558
 OS0558                         *CURRENT SURVEY CONTROL
 OS0558  ______________________________________________________________________
 OS0558* NAD 83(1986) POSITION- 43 54 58.     (N) 101 48 02.     (W)   SCALED
 OS0558* NAVD 88 ORTHO HEIGHT -   723.504 (meters)     2373.70  (feet) ADJUSTED
 OS0558  ______________________________________________________________________
 OS0558  GEOID HEIGHT    -        -20.566 (meters)                     GEOID18
 OS0558  DYNAMIC HEIGHT  -        723.286 (meters)     2372.98  (feet) COMP
 OS0558  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 OS0558
 OS0558  VERT ORDER      -  SECOND    CLASS 0
 OS0558
 OS0558.The horizontal coordinates were scaled from a map and have
 OS0558.an estimated accuracy of +/- 6 seconds.
 OS0558
 OS0558.The orthometric height was determined by differential leveling and
 OS0558.adjusted by the NATIONAL GEODETIC SURVEY
 OS0558.in June 1991.
 OS0558
 OS0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0558.GEOID18 height accuracy estimate available here.
 OS0558
 OS0558.Click photographs - Photos may exist for this station.
 OS0558
 OS0558.The dynamic height is computed by dividing the NAVD 88
 OS0558.geopotential number by the normal gravity value computed on the
 OS0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0558.degrees latitude (g = 980.6199 gals.).
 OS0558
 OS0558.The modeled gravity was interpolated from observed gravity values.
 OS0558
 OS0558;                    North         East    Units  Estimated Accuracy
 OS0558;SPC SD S     -   176,880.      482,170.      MT  (+/- 180 meters Scaled)
 OS0558
 OS0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP751663(NAD 83)
 OS0558
 OS0558                          SUPERSEDED SURVEY CONTROL
 OS0558
 OS0558  NGVD 29 (??/??/92)  723.06   (m)         2372.2    (f) COMPUTED    2 0
 OS0558
 OS0558.Superseded values are not recommended for survey control.
 OS0558
 OS0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0558.See file dsdata.pdf to determine how the superseded data were derived.
 OS0558
 OS0558_MARKER: DS = TRIANGULATION STATION DISK
 OS0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0558_STAMPING: D 4 S 1961
 OS0558_MARK LOGO: CGS
 OS0558_PROJECTION: FLUSH
 OS0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0558+STABILITY: SURFACE MOTION
 OS0558
 OS0558  HISTORY     - Date     Condition        Report By
 OS0558  HISTORY     - 1961     MONUMENTED       CGS
 OS0558  HISTORY     - 1962     GOOD             CGS
 OS0558
 OS0558                          STATION DESCRIPTION
 OS0558
 OS0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0558'9.2 MI SE FROM COTTONWOOD.
 OS0558'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0558'COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0558'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0558'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG
 OS0558'A GRADED DIRT ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OS0558'59 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST,
 OS0558'3 FEET WEST OF A FENCE, 4.8 FEET SOUTHWEST OF A METAL WITNESS
 OS0558'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OS0558'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0553 ***********************************************************************
 OS0553  DESIGNATION -  D 4 S AZ MK
 OS0553  PID         -  OS0553
 OS0553  STATE/COUNTY-  SD/JACKSON
 OS0553  COUNTRY     -  US
 OS0553  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0553
 OS0553                         *CURRENT SURVEY CONTROL
 OS0553  ______________________________________________________________________
 OS0553* NAD 83(1986) POSITION- 43 54 37.     (N) 101 48 02.     (W)   SCALED
 OS0553* NAVD 88 ORTHO HEIGHT -   724.576 (meters)     2377.21  (feet) ADJUSTED
 OS0553  ______________________________________________________________________
 OS0553  GEOID HEIGHT    -        -20.561 (meters)                     GEOID18
 OS0553  DYNAMIC HEIGHT  -        724.357 (meters)     2376.49  (feet) COMP
 OS0553  MODELED GRAVITY -    980,292.4   (mgal)                       NAVD 88
 OS0553
 OS0553  VERT ORDER      -  SECOND    CLASS 0
 OS0553
 OS0553.The horizontal coordinates were scaled from a map and have
 OS0553.an estimated accuracy of +/- 6 seconds.
 OS0553
 OS0553.The orthometric height was determined by differential leveling and
 OS0553.adjusted by the NATIONAL GEODETIC SURVEY
 OS0553.in June 1991.
 OS0553
 OS0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0553.GEOID18 height accuracy estimate available here.
 OS0553
 OS0553.Click photographs - Photos may exist for this station.
 OS0553
 OS0553.The dynamic height is computed by dividing the NAVD 88
 OS0553.geopotential number by the normal gravity value computed on the
 OS0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0553.degrees latitude (g = 980.6199 gals.).
 OS0553
 OS0553.The modeled gravity was interpolated from observed gravity values.
 OS0553
 OS0553;                    North         East    Units  Estimated Accuracy
 OS0553;SPC SD S     -   176,230.      482,160.      MT  (+/- 180 meters Scaled)
 OS0553
 OS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP751657(NAD 83)
 OS0553
 OS0553                          SUPERSEDED SURVEY CONTROL
 OS0553
 OS0553  NGVD 29 (??/??/92)  724.13   (m)         2375.7    (f) COMPUTED    2 0
 OS0553
 OS0553.Superseded values are not recommended for survey control.
 OS0553
 OS0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0553.See file dsdata.pdf to determine how the superseded data were derived.
 OS0553
 OS0553_MARKER: DZ = AZIMUTH MARK DISK
 OS0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0553_STAMPING: D 4 S 1961
 OS0553_MARK LOGO: CGS
 OS0553_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0553+STABILITY: SURFACE MOTION
 OS0553
 OS0553  HISTORY     - Date     Condition        Report By
 OS0553  HISTORY     - 1961     MONUMENTED       CGS
 OS0553  HISTORY     - 1962     GOOD             CGS
 OS0553
 OS0553                          STATION DESCRIPTION
 OS0553
 OS0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0553'9.6 MI SE FROM COTTONWOOD.
 OS0553'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0553'COTTONWOOD THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0553'THENCE 3.0 MILES EAST ALONG GRADED DIRT ROAD, THENCE 0.7 MILE
 OS0553'SOUTH ALONG GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG
 OS0553'A GRAVELED ROAD, 0.1 MILE NORTH OF A EAST WEST FENCE LINE,
 OS0553'0.4 MILE SOUTH OF X 386, 29 FEET WEST OF CENTER LINE OF THE
 OS0553'ROAD, 141 FEET NORTHWEST OF A POWER POLE, 1 FOOT EAST OF A
 OS0553'FENCE, 2.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OS0553'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0557 ***********************************************************************
 OS0557  DESIGNATION -  D 4 S RM 1
 OS0557  PID         -  OS0557
 OS0557  STATE/COUNTY-  SD/JACKSON
 OS0557  COUNTRY     -  US
 OS0557  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0557
 OS0557                         *CURRENT SURVEY CONTROL
 OS0557  ______________________________________________________________________
 OS0557* NAD 83(1986) POSITION- 43 54 58.     (N) 101 48 02.     (W)   SCALED
 OS0557* NAVD 88 ORTHO HEIGHT -   723.622 (meters)     2374.08  (feet) ADJUSTED
 OS0557  ______________________________________________________________________
 OS0557  GEOID HEIGHT    -        -20.566 (meters)                     GEOID18
 OS0557  DYNAMIC HEIGHT  -        723.403 (meters)     2373.36  (feet) COMP
 OS0557  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 OS0557
 OS0557  VERT ORDER      -  SECOND    CLASS 0
 OS0557
 OS0557.The horizontal coordinates were scaled from a map and have
 OS0557.an estimated accuracy of +/- 6 seconds.
 OS0557
 OS0557.The orthometric height was determined by differential leveling and
 OS0557.adjusted by the NATIONAL GEODETIC SURVEY
 OS0557.in June 1991.
 OS0557
 OS0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0557.GEOID18 height accuracy estimate available here.
 OS0557
 OS0557.Click photographs - Photos may exist for this station.
 OS0557
 OS0557.The dynamic height is computed by dividing the NAVD 88
 OS0557.geopotential number by the normal gravity value computed on the
 OS0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0557.degrees latitude (g = 980.6199 gals.).
 OS0557
 OS0557.The modeled gravity was interpolated from observed gravity values.
 OS0557
 OS0557;                    North         East    Units  Estimated Accuracy
 OS0557;SPC SD S     -   176,880.      482,170.      MT  (+/- 180 meters Scaled)
 OS0557
 OS0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP751663(NAD 83)
 OS0557
 OS0557                          SUPERSEDED SURVEY CONTROL
 OS0557
 OS0557  NGVD 29 (??/??/92)  723.17   (m)         2372.6    (f) COMPUTED    2 0
 OS0557
 OS0557.Superseded values are not recommended for survey control.
 OS0557
 OS0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0557.See file dsdata.pdf to determine how the superseded data were derived.
 OS0557
 OS0557_MARKER: DR = REFERENCE MARK DISK
 OS0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0557_STAMPING: D 4 S NO 1 1961
 OS0557_MARK LOGO: CGS
 OS0557_PROJECTION: FLUSH
 OS0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0557+STABILITY: SURFACE MOTION
 OS0557
 OS0557  HISTORY     - Date     Condition        Report By
 OS0557  HISTORY     - 1961     MONUMENTED       CGS
 OS0557  HISTORY     - 1962     GOOD             CGS
 OS0557
 OS0557                          STATION DESCRIPTION
 OS0557
 OS0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0557'9.2 MI SE FROM COTTONWOOD.
 OS0557'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0557'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0557'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0557'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A
 OS0557'GRADED DIRT ROAD, 28 FEET EAST OF THE CENTER LINE OF THE
 OS0557'ROAD, 1 FOOT WEST OF A FENCE, 45.8 FEET SOUTH OF D 4 1961
 OS0557'TRIANGULATION STATION, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OS0557'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0559 ***********************************************************************
 OS0559  DESIGNATION -  D 4 S RM 2
 OS0559  PID         -  OS0559
 OS0559  STATE/COUNTY-  SD/JACKSON
 OS0559  COUNTRY     -  US
 OS0559  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0559
 OS0559                         *CURRENT SURVEY CONTROL
 OS0559  ______________________________________________________________________
 OS0559* NAD 83(1986) POSITION- 43 54 58.     (N) 101 48 02.     (W)   SCALED
 OS0559* NAVD 88 ORTHO HEIGHT -   723.647 (meters)     2374.17  (feet) ADJUSTED
 OS0559  ______________________________________________________________________
 OS0559  GEOID HEIGHT    -        -20.566 (meters)                     GEOID18
 OS0559  DYNAMIC HEIGHT  -        723.428 (meters)     2373.45  (feet) COMP
 OS0559  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 OS0559
 OS0559  VERT ORDER      -  SECOND    CLASS 0
 OS0559
 OS0559.The horizontal coordinates were scaled from a map and have
 OS0559.an estimated accuracy of +/- 6 seconds.
 OS0559
 OS0559.The orthometric height was determined by differential leveling and
 OS0559.adjusted by the NATIONAL GEODETIC SURVEY
 OS0559.in June 1991.
 OS0559
 OS0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0559.GEOID18 height accuracy estimate available here.
 OS0559
 OS0559.Click photographs - Photos may exist for this station.
 OS0559
 OS0559.The dynamic height is computed by dividing the NAVD 88
 OS0559.geopotential number by the normal gravity value computed on the
 OS0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0559.degrees latitude (g = 980.6199 gals.).
 OS0559
 OS0559.The modeled gravity was interpolated from observed gravity values.
 OS0559
 OS0559;                    North         East    Units  Estimated Accuracy
 OS0559;SPC SD S     -   176,880.      482,170.      MT  (+/- 180 meters Scaled)
 OS0559
 OS0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP751663(NAD 83)
 OS0559
 OS0559                          SUPERSEDED SURVEY CONTROL
 OS0559
 OS0559  NGVD 29 (??/??/92)  723.20   (m)         2372.7    (f) COMPUTED    2 0
 OS0559
 OS0559.Superseded values are not recommended for survey control.
 OS0559
 OS0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0559.See file dsdata.pdf to determine how the superseded data were derived.
 OS0559
 OS0559_MARKER: DR = REFERENCE MARK DISK
 OS0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0559_STAMPING: D 4 S NO 2 1961
 OS0559_MARK LOGO: CGS
 OS0559_PROJECTION: FLUSH
 OS0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0559+STABILITY: SURFACE MOTION
 OS0559
 OS0559  HISTORY     - Date     Condition        Report By
 OS0559  HISTORY     - 1961     MONUMENTED       CGS
 OS0559  HISTORY     - 1962     GOOD             CGS
 OS0559
 OS0559                          STATION DESCRIPTION
 OS0559
 OS0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0559'9.2 MI SE FROM COTTONWOOD.
 OS0559'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0559'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0559'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0559'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH
 OS0559'ALONG A GRADED DIRT ROAD, 28 FEET WEST OF THE CENTER LINE OF
 OS0559'THE ROAD, 1 FOOT EAST OF A FENCE, 55.4 FEET WEST OF D 4 S 1961
 OS0559'TRIANGULATION STATION, ABOUT LEVEL WITH THE GROUND, AND SET
 OS0559'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0555 ***********************************************************************
 OS0555  DESIGNATION -  D 4 T
 OS0555  PID         -  OS0555
 OS0555  STATE/COUNTY-  SD/JACKSON
 OS0555  COUNTRY     -  US
 OS0555  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0555
 OS0555                         *CURRENT SURVEY CONTROL
 OS0555  ______________________________________________________________________
 OS0555* NAD 83(1986) POSITION- 43 54 56.     (N) 101 48 20.     (W)   SCALED
 OS0555* NAVD 88 ORTHO HEIGHT -   724.143 (meters)     2375.79  (feet) ADJUSTED
 OS0555  ______________________________________________________________________
 OS0555  GEOID HEIGHT    -        -20.547 (meters)                     GEOID18
 OS0555  DYNAMIC HEIGHT  -        723.924 (meters)     2375.07  (feet) COMP
 OS0555  MODELED GRAVITY -    980,292.4   (mgal)                       NAVD 88
 OS0555
 OS0555  VERT ORDER      -  SECOND    CLASS 0
 OS0555
 OS0555.The horizontal coordinates were scaled from a map and have
 OS0555.an estimated accuracy of +/- 6 seconds.
 OS0555
 OS0555.The orthometric height was determined by differential leveling and
 OS0555.adjusted by the NATIONAL GEODETIC SURVEY
 OS0555.in June 1991.
 OS0555
 OS0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0555.GEOID18 height accuracy estimate available here.
 OS0555
 OS0555.Click photographs - Photos may exist for this station.
 OS0555
 OS0555.The dynamic height is computed by dividing the NAVD 88
 OS0555.geopotential number by the normal gravity value computed on the
 OS0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0555.degrees latitude (g = 980.6199 gals.).
 OS0555
 OS0555.The modeled gravity was interpolated from observed gravity values.
 OS0555
 OS0555;                    North         East    Units  Estimated Accuracy
 OS0555;SPC SD S     -   176,820.      481,770.      MT  (+/- 180 meters Scaled)
 OS0555
 OS0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP747663(NAD 83)
 OS0555
 OS0555                          SUPERSEDED SURVEY CONTROL
 OS0555
 OS0555  NGVD 29 (??/??/92)  723.70   (m)         2374.3    (f) COMPUTED    2 0
 OS0555
 OS0555.Superseded values are not recommended for survey control.
 OS0555
 OS0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0555.See file dsdata.pdf to determine how the superseded data were derived.
 OS0555
 OS0555_MARKER: DS = TRIANGULATION STATION DISK
 OS0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0555_STAMPING: D 4 T 1961
 OS0555_MARK LOGO: CGS
 OS0555_PROJECTION: FLUSH
 OS0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0555+STABILITY: SURFACE MOTION
 OS0555
 OS0555  HISTORY     - Date     Condition        Report By
 OS0555  HISTORY     - 1961     MONUMENTED       CGS
 OS0555  HISTORY     - 1962     GOOD             CGS
 OS0555
 OS0555                          STATION DESCRIPTION
 OS0555
 OS0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0555'9.5 MI SE FROM COTTONWOOD.
 OS0555'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0555'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S  HIGHWAY
 OS0555'14, THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0
 OS0555'MILES EAST ALONG GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG
 OS0555'GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG AN EAST-WEST FENCE
 OS0555'LINE, 33 FEET EAST OF CENTER OF A TRAIL ROAD AND GATE, 5 1/2
 OS0555'FEET SOUTH OF A FENCE, 4.6 FEET SOUTHEAST OF A METAL WITNESS
 OS0555'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OS0555'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0554 ***********************************************************************
 OS0554  DESIGNATION -  D 4 T RM 1
 OS0554  PID         -  OS0554
 OS0554  STATE/COUNTY-  SD/JACKSON
 OS0554  COUNTRY     -  US
 OS0554  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0554
 OS0554                         *CURRENT SURVEY CONTROL
 OS0554  ______________________________________________________________________
 OS0554* NAD 83(1986) POSITION- 43 54 56.     (N) 101 48 20.     (W)   SCALED
 OS0554* NAVD 88 ORTHO HEIGHT -   724.073 (meters)     2375.56  (feet) ADJUSTED
 OS0554  ______________________________________________________________________
 OS0554  GEOID HEIGHT    -        -20.547 (meters)                     GEOID18
 OS0554  DYNAMIC HEIGHT  -        723.854 (meters)     2374.84  (feet) COMP
 OS0554  MODELED GRAVITY -    980,292.4   (mgal)                       NAVD 88
 OS0554
 OS0554  VERT ORDER      -  SECOND    CLASS 0
 OS0554
 OS0554.The horizontal coordinates were scaled from a map and have
 OS0554.an estimated accuracy of +/- 6 seconds.
 OS0554
 OS0554.The orthometric height was determined by differential leveling and
 OS0554.adjusted by the NATIONAL GEODETIC SURVEY
 OS0554.in June 1991.
 OS0554
 OS0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0554.GEOID18 height accuracy estimate available here.
 OS0554
 OS0554.Click photographs - Photos may exist for this station.
 OS0554
 OS0554.The dynamic height is computed by dividing the NAVD 88
 OS0554.geopotential number by the normal gravity value computed on the
 OS0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0554.degrees latitude (g = 980.6199 gals.).
 OS0554
 OS0554.The modeled gravity was interpolated from observed gravity values.
 OS0554
 OS0554;                    North         East    Units  Estimated Accuracy
 OS0554;SPC SD S     -   176,820.      481,770.      MT  (+/- 180 meters Scaled)
 OS0554
 OS0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP747663(NAD 83)
 OS0554
 OS0554                          SUPERSEDED SURVEY CONTROL
 OS0554
 OS0554  NGVD 29 (??/??/92)  723.63   (m)         2374.1    (f) COMPUTED    2 0
 OS0554
 OS0554.Superseded values are not recommended for survey control.
 OS0554
 OS0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0554.See file dsdata.pdf to determine how the superseded data were derived.
 OS0554
 OS0554_MARKER: DR = REFERENCE MARK DISK
 OS0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0554_STAMPING: D 4 T NO 1 1961
 OS0554_MARK LOGO: CGS
 OS0554_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0554+STABILITY: SURFACE MOTION
 OS0554
 OS0554  HISTORY     - Date     Condition        Report By
 OS0554  HISTORY     - 1961     MONUMENTED       CGS
 OS0554  HISTORY     - 1962     GOOD             CGS
 OS0554
 OS0554                          STATION DESCRIPTION
 OS0554
 OS0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0554'9.5 MI SE FROM COTTONWOOD.
 OS0554'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0554'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0554'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0554'EAST ALONG GRADED DIRT ROAD, THENCE 0.5 MILES SOUTH ALONG
 OS0554'GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG AN EAST-WEST FENCE
 OS0554'LINE, 1 FOOT SOUTH OF A FENCE, 46.5 FEET EAST OF D 4 T 1961
 OS0554'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0554'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0556 ***********************************************************************
 OS0556  DESIGNATION -  D 4 T RM 2
 OS0556  PID         -  OS0556
 OS0556  STATE/COUNTY-  SD/JACKSON
 OS0556  COUNTRY     -  US
 OS0556  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0556
 OS0556                         *CURRENT SURVEY CONTROL
 OS0556  ______________________________________________________________________
 OS0556* NAD 83(1986) POSITION- 43 54 56.     (N) 101 48 20.     (W)   SCALED
 OS0556* NAVD 88 ORTHO HEIGHT -   724.460 (meters)     2376.83  (feet) ADJUSTED
 OS0556  ______________________________________________________________________
 OS0556  GEOID HEIGHT    -        -20.547 (meters)                     GEOID18
 OS0556  DYNAMIC HEIGHT  -        724.240 (meters)     2376.11  (feet) COMP
 OS0556  MODELED GRAVITY -    980,292.4   (mgal)                       NAVD 88
 OS0556
 OS0556  VERT ORDER      -  SECOND    CLASS 0
 OS0556
 OS0556.The horizontal coordinates were scaled from a map and have
 OS0556.an estimated accuracy of +/- 6 seconds.
 OS0556
 OS0556.The orthometric height was determined by differential leveling and
 OS0556.adjusted by the NATIONAL GEODETIC SURVEY
 OS0556.in June 1991.
 OS0556
 OS0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0556.GEOID18 height accuracy estimate available here.
 OS0556
 OS0556.Click photographs - Photos may exist for this station.
 OS0556
 OS0556.The dynamic height is computed by dividing the NAVD 88
 OS0556.geopotential number by the normal gravity value computed on the
 OS0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0556.degrees latitude (g = 980.6199 gals.).
 OS0556
 OS0556.The modeled gravity was interpolated from observed gravity values.
 OS0556
 OS0556;                    North         East    Units  Estimated Accuracy
 OS0556;SPC SD S     -   176,820.      481,770.      MT  (+/- 180 meters Scaled)
 OS0556
 OS0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP747663(NAD 83)
 OS0556
 OS0556                          SUPERSEDED SURVEY CONTROL
 OS0556
 OS0556  NGVD 29 (??/??/92)  724.01   (m)         2375.4    (f) COMPUTED    2 0
 OS0556
 OS0556.Superseded values are not recommended for survey control.
 OS0556
 OS0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0556.See file dsdata.pdf to determine how the superseded data were derived.
 OS0556
 OS0556_MARKER: DR = REFERENCE MARK DISK
 OS0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0556_STAMPING: D 4 T NO 2 1961
 OS0556_MARK LOGO: CGS
 OS0556_PROJECTION: FLUSH
 OS0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0556+STABILITY: SURFACE MOTION
 OS0556
 OS0556  HISTORY     - Date     Condition        Report By
 OS0556  HISTORY     - 1961     MONUMENTED       CGS
 OS0556  HISTORY     - 1962     GOOD             CGS
 OS0556
 OS0556                          STATION DESCRIPTION
 OS0556
 OS0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0556'9.5 MI SE FROM COTTONWOOD.
 OS0556'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0556'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0556'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0556'EAST ALONG GRADED DIRT ROAD, THENCE 0.5 MILES SOUTH ALONG A
 OS0556'GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG AN EAST WEST FENCE
 OS0556'LINE, 58 FEET SOUTHEAST OF CENTER OF WIRE GATE, 50 1/2 FEET
 OS0556'SOUTH OF A FENCE, 44.4 FEET SOUTH OF D 4 T 1961 TRIANGULATION
 OS0556'STATION, 49.8 FEET SOUTH OF A METAL WITNESS POST, AND SET IN
 OS0556'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0834 ***********************************************************************
 PU0834  DESIGNATION -  D 401
 PU0834  PID         -  PU0834
 PU0834  STATE/COUNTY-  SD/MEADE
 PU0834  COUNTRY     -  US
 PU0834  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0834
 PU0834                         *CURRENT SURVEY CONTROL
 PU0834  ______________________________________________________________________
 PU0834* NAD 83(1986) POSITION- 44 44 54.     (N) 102 54 35.     (W)   SCALED
 PU0834* NAVD 88 ORTHO HEIGHT -   854.430 (meters)     2803.24  (feet) ADJUSTED
 PU0834  ______________________________________________________________________
 PU0834  GEOID HEIGHT    -        -17.459 (meters)                     GEOID18
 PU0834  DYNAMIC HEIGHT  -        854.226 (meters)     2802.57  (feet) COMP
 PU0834  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 PU0834
 PU0834  VERT ORDER      -  SECOND    CLASS 0
 PU0834
 PU0834.The horizontal coordinates were scaled from a map and have
 PU0834.an estimated accuracy of +/- 6 seconds.
 PU0834
 PU0834.The orthometric height was determined by differential leveling and
 PU0834.adjusted by the NATIONAL GEODETIC SURVEY
 PU0834.in June 1991.
 PU0834
 PU0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0834.GEOID18 height accuracy estimate available here.
 PU0834
 PU0834.Click photographs - Photos may exist for this station.
 PU0834
 PU0834.The dynamic height is computed by dividing the NAVD 88
 PU0834.geopotential number by the normal gravity value computed on the
 PU0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0834.degrees latitude (g = 980.6199 gals.).
 PU0834
 PU0834.The modeled gravity was interpolated from observed gravity values.
 PU0834
 PU0834;                    North         East    Units  Estimated Accuracy
 PU0834;SPC SD N     -   105,820.      369,640.      MT  (+/- 180 meters Scaled)
 PU0834
 PU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK654571(NAD 83)
 PU0834
 PU0834                          SUPERSEDED SURVEY CONTROL
 PU0834
 PU0834  NGVD 29 (??/??/92)  853.957  (m)         2801.69   (f) ADJ UNCH    2 0
 PU0834
 PU0834.Superseded values are not recommended for survey control.
 PU0834
 PU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0834.See file dsdata.pdf to determine how the superseded data were derived.
 PU0834
 PU0834_MARKER: DB = BENCH MARK DISK
 PU0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0834_STAMPING: D 401 1962
 PU0834_MARK LOGO: CGS
 PU0834_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0834+STABILITY: SURFACE MOTION
 PU0834
 PU0834  HISTORY     - Date     Condition        Report By
 PU0834  HISTORY     - 1962     MONUMENTED       CGS
 PU0834
 PU0834                          STATION DESCRIPTION
 PU0834
 PU0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0834'5.8 MI W FROM FAIRPOINT.
 PU0834'5.75 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0834'0.1 MILE WEST OF THE JUNCTION OF A FARM ROAD SOUTH, 54 FEET
 PU0834'NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A FENCE,
 PU0834'4.0 FEET SOUTH OF A POWER POLE, 3.5 FEET WEST OF A WITNESS
 PU0834'POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A
 PU0834'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0150 ***********************************************************************
 QT0150  DESIGNATION -  D 402 RESET
 QT0150  PID         -  QT0150
 QT0150  STATE/COUNTY-  SD/MEADE
 QT0150  COUNTRY     -  US
 QT0150  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0150
 QT0150                         *CURRENT SURVEY CONTROL
 QT0150  ______________________________________________________________________
 QT0150* NAD 83(1986) POSITION- 45 01 20.     (N) 102 47 28.     (W)   SCALED
 QT0150* NAVD 88 ORTHO HEIGHT -   867.638 (meters)     2846.58  (feet) ADJUSTED
 QT0150  ______________________________________________________________________
 QT0150  GEOID HEIGHT    -        -17.603 (meters)                     GEOID18
 QT0150  DYNAMIC HEIGHT  -        867.457 (meters)     2845.98  (feet) COMP
 QT0150  MODELED GRAVITY -    980,378.4   (mgal)                       NAVD 88
 QT0150
 QT0150  VERT ORDER      -  FIRST     CLASS II
 QT0150
 QT0150.The horizontal coordinates were scaled from a map and have
 QT0150.an estimated accuracy of +/- 6 seconds.
 QT0150
 QT0150.The orthometric height was determined by differential leveling and
 QT0150.adjusted by the NATIONAL GEODETIC SURVEY
 QT0150.in July 1998.
 QT0150
 QT0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0150.GEOID18 height accuracy estimate available here.
 QT0150
 QT0150.Click photographs - Photos may exist for this station.
 QT0150
 QT0150.The dynamic height is computed by dividing the NAVD 88
 QT0150.geopotential number by the normal gravity value computed on the
 QT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0150.degrees latitude (g = 980.6199 gals.).
 QT0150
 QT0150.The modeled gravity was interpolated from observed gravity values.
 QT0150
 QT0150;                    North         East    Units  Estimated Accuracy
 QT0150;SPC SD N     -   135,900.      380,070.      MT  (+/- 180 meters Scaled)
 QT0150
 QT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK740877(NAD 83)
 QT0150
 QT0150                          SUPERSEDED SURVEY CONTROL
 QT0150
 QT0150.No superseded survey control is available for this station.
 QT0150
 QT0150_MARKER: DB = BENCH MARK DISK
 QT0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0150_STAMPING: D 402 RESET 1966
 QT0150_MARK LOGO: CGS
 QT0150_PROJECTION: FLUSH
 QT0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0150+STABILITY: SURFACE MOTION
 QT0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0150+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0150
 QT0150  HISTORY     - Date     Condition        Report By
 QT0150  HISTORY     - 1966     MONUMENTED       CGS
 QT0150  HISTORY     - 19960425 GOOD             NGS
 QT0150
 QT0150                          STATION DESCRIPTION
 QT0150
 QT0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0150'4.8 MI E FROM MUD BUTTE.
 QT0150'4.8 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0150'BUTTE, 99 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 212, 1.6
 QT0150'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 QT0150'POST WHICH PROJECTS 4 INCHES.
 QT0150
 QT0150                          STATION RECOVERY (1996)
 QT0150
 QT0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0150'7.5 KM (4.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0150'IN MUD BUTTE, 637.0 M (2089.9 FT) WEST OF MILEPOST 78, 30.1 M (98.8
 QT0150'FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.5 M (31.2 FT) EAST OF THE
 QT0150'CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 QT0150'THE HIGHWAY, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) EAST OF A
 QT0150'WITNESS POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 QT0150'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0789 ***********************************************************************
 PU0789  DESIGNATION -  D 403
 PU0789  PID         -  PU0789
 PU0789  STATE/COUNTY-  SD/MEADE
 PU0789  COUNTRY     -  US
 PU0789  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0789
 PU0789                         *CURRENT SURVEY CONTROL
 PU0789  ______________________________________________________________________
 PU0789* NAD 83(1986) POSITION- 44 55 17.     (N) 102 39 16.     (W)   SCALED
 PU0789* NAVD 88 ORTHO HEIGHT -   826.639 (meters)     2712.06  (feet) ADJUSTED
 PU0789  ______________________________________________________________________
 PU0789  GEOID HEIGHT    -        -17.940 (meters)                     GEOID18
 PU0789  DYNAMIC HEIGHT  -        826.461 (meters)     2711.48  (feet) COMP
 PU0789  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 PU0789
 PU0789  VERT ORDER      -  SECOND    CLASS 0
 PU0789
 PU0789.The horizontal coordinates were scaled from a map and have
 PU0789.an estimated accuracy of +/- 6 seconds.
 PU0789
 PU0789.The orthometric height was determined by differential leveling and
 PU0789.adjusted by the NATIONAL GEODETIC SURVEY
 PU0789.in June 1991.
 PU0789
 PU0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0789.GEOID18 height accuracy estimate available here.
 PU0789
 PU0789.Click photographs - Photos may exist for this station.
 PU0789
 PU0789.The dynamic height is computed by dividing the NAVD 88
 PU0789.geopotential number by the normal gravity value computed on the
 PU0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0789.degrees latitude (g = 980.6199 gals.).
 PU0789
 PU0789.The modeled gravity was interpolated from observed gravity values.
 PU0789
 PU0789;                    North         East    Units  Estimated Accuracy
 PU0789;SPC SD N     -   124,340.      390,470.      MT  (+/- 180 meters Scaled)
 PU0789
 PU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK851768(NAD 83)
 PU0789
 PU0789                          SUPERSEDED SURVEY CONTROL
 PU0789
 PU0789  NGVD 29 (??/??/92)  826.175  (m)         2710.54   (f) ADJ UNCH    2 0
 PU0789
 PU0789.Superseded values are not recommended for survey control.
 PU0789
 PU0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0789.See file dsdata.pdf to determine how the superseded data were derived.
 PU0789
 PU0789_MARKER: DB = BENCH MARK DISK
 PU0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0789_STAMPING: D 403 1962
 PU0789_MARK LOGO: CGS
 PU0789_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0789+STABILITY: SURFACE MOTION
 PU0789
 PU0789  HISTORY     - Date     Condition        Report By
 PU0789  HISTORY     - 1962     MONUMENTED       CGS
 PU0789
 PU0789                          STATION DESCRIPTION
 PU0789
 PU0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0789'10.2 MI SW FROM MAURINE.
 PU0789'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0789'THENCE 7.25 MILES SOUTH ALONG A GRAVELED ROAD, 47 FEET EAST OF
 PU0789'THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF A TELEPHONE POLE,
 PU0789'6 FEET SOUTHWEST OF THE SOUTH END OF A WIRE GATE AND T JUNCTION
 PU0789'FENCE POST, 2.7 FEET WEST OF A FENCE, 1.9 FEET SOUTH OF A
 PU0789'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 PU0789'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0745 ***********************************************************************
 PU0745  DESIGNATION -  D 404
 PU0745  PID         -  PU0745
 PU0745  STATE/COUNTY-  SD/MEADE
 PU0745  COUNTRY     -  US
 PU0745  USGS QUAD   -  CAMP CREEK (2017)
 PU0745
 PU0745                         *CURRENT SURVEY CONTROL
 PU0745  ______________________________________________________________________
 PU0745* NAD 83(1986) POSITION- 44 58 35.     (N) 102 55 20.     (W)   SCALED
 PU0745* NAVD 88 ORTHO HEIGHT -   845.796 (meters)     2774.92  (feet) ADJUSTED
 PU0745  ______________________________________________________________________
 PU0745  GEOID HEIGHT    -        -17.355 (meters)                     GEOID18
 PU0745  DYNAMIC HEIGHT  -        845.614 (meters)     2774.32  (feet) COMP
 PU0745  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 PU0745
 PU0745  VERT ORDER      -  FIRST     CLASS II
 PU0745
 PU0745.The horizontal coordinates were scaled from a map and have
 PU0745.an estimated accuracy of +/- 6 seconds.
 PU0745
 PU0745.The orthometric height was determined by differential leveling and
 PU0745.adjusted by the NATIONAL GEODETIC SURVEY
 PU0745.in July 1998.
 PU0745
 PU0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0745.GEOID18 height accuracy estimate available here.
 PU0745
 PU0745.Click photographs - Photos may exist for this station.
 PU0745
 PU0745.The dynamic height is computed by dividing the NAVD 88
 PU0745.geopotential number by the normal gravity value computed on the
 PU0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0745.degrees latitude (g = 980.6199 gals.).
 PU0745
 PU0745.The modeled gravity was interpolated from observed gravity values.
 PU0745
 PU0745;                    North         East    Units  Estimated Accuracy
 PU0745;SPC SD N     -   131,180.      369,560.      MT  (+/- 180 meters Scaled)
 PU0745
 PU0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK638824(NAD 83)
 PU0745
 PU0745                          SUPERSEDED SURVEY CONTROL
 PU0745
 PU0745  NAVD 88 (06/15/91)  845.791  (m)         2774.90   (f) SUPERSEDED  1 2
 PU0745  NGVD 29 (??/??/92)  845.316  (m)         2773.34   (f) ADJ UNCH    1 2
 PU0745
 PU0745.Superseded values are not recommended for survey control.
 PU0745
 PU0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0745.See file dsdata.pdf to determine how the superseded data were derived.
 PU0745
 PU0745_MARKER: DB = BENCH MARK DISK
 PU0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0745_STAMPING: D 404 1962
 PU0745_MARK LOGO: CGS
 PU0745_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0745+STABILITY: SURFACE MOTION
 PU0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0745+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU0745
 PU0745  HISTORY     - Date     Condition        Report By
 PU0745  HISTORY     - 1962     MONUMENTED       CGS
 PU0745  HISTORY     - 19951116 GOOD             NGS
 PU0745
 PU0745                          STATION DESCRIPTION
 PU0745
 PU0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0745'3.1 MI SW FROM MUD BUTTE.
 PU0745'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 PU0745'MUD BUTTE, AT THE JUNCTION OF A FARM ROAD NORTHWEST, 74 FEET
 PU0745'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTHWEST
 PU0745'OF THE CENTER OF A GATE, 1.7 FEET SOUTHEAST OF A FENCE, 2.6
 PU0745'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 PU0745'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PU0745'ABOVE THE GROUND.
 PU0745
 PU0745                          STATION RECOVERY (1995)
 PU0745
 PU0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0745'4.8 KM (3.00 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU0745'OFFICE IN MUD BUTTE, 82.9 M (272.0 FT) WEST OF MILEPOST 70, 22.3 M
 PU0745'(73.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT)
 PU0745'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT)
 PU0745'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 PU0745'POST, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND THE MONUMENT PROJECTS
 PU0745'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0795 ***********************************************************************
 PU0795  DESIGNATION -  D 405
 PU0795  PID         -  PU0795
 PU0795  STATE/COUNTY-  SD/MEADE
 PU0795  COUNTRY     -  US
 PU0795  USGS QUAD   -  BIG DRAW (2017)
 PU0795
 PU0795                         *CURRENT SURVEY CONTROL
 PU0795  ______________________________________________________________________
 PU0795* NAD 83(1986) POSITION- 44 50 46.     (N) 102 39 30.     (W)   SCALED
 PU0795* NAVD 88 ORTHO HEIGHT -   769.192 (meters)     2523.59  (feet) ADJUSTED
 PU0795  ______________________________________________________________________
 PU0795  GEOID HEIGHT    -        -17.988 (meters)                     GEOID18
 PU0795  DYNAMIC HEIGHT  -        769.027 (meters)     2523.05  (feet) COMP
 PU0795  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 PU0795
 PU0795  VERT ORDER      -  SECOND    CLASS 0
 PU0795
 PU0795.The horizontal coordinates were scaled from a map and have
 PU0795.an estimated accuracy of +/- 6 seconds.
 PU0795
 PU0795.The orthometric height was determined by differential leveling and
 PU0795.adjusted by the NATIONAL GEODETIC SURVEY
 PU0795.in June 1991.
 PU0795
 PU0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0795.GEOID18 height accuracy estimate available here.
 PU0795
 PU0795.Click photographs - Photos may exist for this station.
 PU0795
 PU0795.The dynamic height is computed by dividing the NAVD 88
 PU0795.geopotential number by the normal gravity value computed on the
 PU0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0795.degrees latitude (g = 980.6199 gals.).
 PU0795
 PU0795.The modeled gravity was interpolated from observed gravity values.
 PU0795
 PU0795;                    North         East    Units  Estimated Accuracy
 PU0795;SPC SD N     -   115,990.      389,890.      MT  (+/- 180 meters Scaled)
 PU0795
 PU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK850685(NAD 83)
 PU0795
 PU0795                          SUPERSEDED SURVEY CONTROL
 PU0795
 PU0795  NGVD 29 (??/??/92)  768.733  (m)         2522.08   (f) ADJ UNCH    2 0
 PU0795
 PU0795.Superseded values are not recommended for survey control.
 PU0795
 PU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0795.See file dsdata.pdf to determine how the superseded data were derived.
 PU0795
 PU0795_MARKER: DB = BENCH MARK DISK
 PU0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0795_STAMPING: D 405 1962
 PU0795_MARK LOGO: CGS
 PU0795_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0795+STABILITY: SURFACE MOTION
 PU0795
 PU0795  HISTORY     - Date     Condition        Report By
 PU0795  HISTORY     - 1962     MONUMENTED       CGS
 PU0795
 PU0795                          STATION DESCRIPTION
 PU0795
 PU0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0795'8.6 MI N FROM STONEVILLE.
 PU0795'8.65 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0795'STONEVILLE, 0.2 MILE NORTH OF A BRIDGE OVER SULPHUR CREEK, 62
 PU0795'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 PU0795'EAST TO SPUD LEMMEL RANCH, 49 FEET EAST OF THE CENTER LINE OF
 PU0795'THE ROAD, 42 FEET NORTH OF THE ROAD EAST, 4 FEET NORTH-NORTHWEST
 PU0795'OF A FENCE CORNER, 3.3 FEET NORTH OF A WITNESS POST, ABOUT 1
 PU0795'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0795'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0650 ***********************************************************************
 PU0650  DESIGNATION -  D 406
 PU0650  PID         -  PU0650
 PU0650  STATE/COUNTY-  SD/MEADE
 PU0650  COUNTRY     -  US
 PU0650  USGS QUAD   -  HEREFORD (2017)
 PU0650
 PU0650                         *CURRENT SURVEY CONTROL
 PU0650  ______________________________________________________________________
 PU0650* NAD 83(1986) POSITION- 44 27 53.     (N) 102 55 28.     (W)   SCALED
 PU0650* NAVD 88 ORTHO HEIGHT -   809.479 (meters)     2655.77  (feet) ADJUSTED
 PU0650  ______________________________________________________________________
 PU0650  GEOID HEIGHT    -        -17.553 (meters)                     GEOID18
 PU0650  DYNAMIC HEIGHT  -        809.260 (meters)     2655.05  (feet) COMP
 PU0650  MODELED GRAVITY -    980,320.2   (mgal)                       NAVD 88
 PU0650
 PU0650  VERT ORDER      -  SECOND    CLASS 0
 PU0650
 PU0650.The horizontal coordinates were scaled from a map and have
 PU0650.an estimated accuracy of +/- 6 seconds.
 PU0650
 PU0650.The orthometric height was determined by differential leveling and
 PU0650.adjusted by the NATIONAL GEODETIC SURVEY
 PU0650.in June 1991.
 PU0650
 PU0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0650.GEOID18 height accuracy estimate available here.
 PU0650
 PU0650.Click photographs - Photos may exist for this station.
 PU0650
 PU0650.The dynamic height is computed by dividing the NAVD 88
 PU0650.geopotential number by the normal gravity value computed on the
 PU0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0650.degrees latitude (g = 980.6199 gals.).
 PU0650
 PU0650.The modeled gravity was interpolated from observed gravity values.
 PU0650
 PU0650;                    North         East    Units  Estimated Accuracy
 PU0650;SPC SD N     -    74,360.      367,330.      MT  (+/- 180 meters Scaled)
 PU0650
 PU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK651255(NAD 83)
 PU0650
 PU0650                          SUPERSEDED SURVEY CONTROL
 PU0650
 PU0650  NGVD 29 (??/??/92)  809.019  (m)         2654.26   (f) ADJ UNCH    2 0
 PU0650
 PU0650.Superseded values are not recommended for survey control.
 PU0650
 PU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0650.See file dsdata.pdf to determine how the superseded data were derived.
 PU0650
 PU0650_MARKER: DB = BENCH MARK DISK
 PU0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0650_STAMPING: D 406 1962
 PU0650_MARK LOGO: CGS
 PU0650_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0650+STABILITY: SURFACE MOTION
 PU0650
 PU0650  HISTORY     - Date     Condition        Report By
 PU0650  HISTORY     - 1962     MONUMENTED       CGS
 PU0650
 PU0650                          STATION DESCRIPTION
 PU0650
 PU0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0650'6.8 MI NW FROM HEREFORD.
 PU0650'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0650'THENCE 5.45 MILES NORTH ALONG A GRAVEL ROAD, 0.45 MILE SOUTH OF
 PU0650'THE CROSSING OF DRY ELM CREEK, 38 FEET WEST OF THE CENTER LINE OF
 PU0650'THE ROAD, 24 FEET NORTH OF THE CENTER OF A WIRE GATE, 9 FEET
 PU0650'SOUTHEAST OF A POWER POLE, 2.5 FEET EAST OF A FENCE, 2.3 FEET SOUTH
 PU0650'OF A WITNESS POST, ABOUT 1 FOOT BLOW THE ROAD AND IN THE TOP OF A
 PU0650'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1117 ***********************************************************************
 PU1117  DESIGNATION -  D 407
 PU1117  PID         -  PU1117
 PU1117  STATE/COUNTY-  SD/BUTTE
 PU1117  COUNTRY     -  US
 PU1117  USGS QUAD   -  NEWELL (2017)
 PU1117
 PU1117                         *CURRENT SURVEY CONTROL
 PU1117  ______________________________________________________________________
 PU1117* NAD 83(1986) POSITION- 44 39 21.     (N) 103 29 15.     (W)   SCALED
 PU1117* NAVD 88 ORTHO HEIGHT -   858.086 (meters)     2815.24  (feet) ADJUSTED
 PU1117  ______________________________________________________________________
 PU1117  GEOID HEIGHT    -        -16.147 (meters)                     GEOID18
 PU1117  DYNAMIC HEIGHT  -        857.861 (meters)     2814.50  (feet) COMP
 PU1117  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 PU1117
 PU1117  VERT ORDER      -  SECOND    CLASS 0
 PU1117
 PU1117.The horizontal coordinates were scaled from a map and have
 PU1117.an estimated accuracy of +/- 6 seconds.
 PU1117
 PU1117.The orthometric height was determined by differential leveling and
 PU1117.adjusted by the NATIONAL GEODETIC SURVEY
 PU1117.in June 1991.
 PU1117
 PU1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1117.GEOID18 height accuracy estimate available here.
 PU1117
 PU1117.Click photographs - Photos may exist for this station.
 PU1117
 PU1117.The dynamic height is computed by dividing the NAVD 88
 PU1117.geopotential number by the normal gravity value computed on the
 PU1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1117.degrees latitude (g = 980.6199 gals.).
 PU1117
 PU1117.The modeled gravity was interpolated from observed gravity values.
 PU1117
 PU1117;                    North         East    Units  Estimated Accuracy
 PU1117;SPC SD N     -    97,360.      323,480.      MT  (+/- 180 meters Scaled)
 PU1117
 PU1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK199458(NAD 83)
 PU1117
 PU1117                          SUPERSEDED SURVEY CONTROL
 PU1117
 PU1117  NGVD 29 (??/??/92)  857.602  (m)         2813.65   (f) ADJ UNCH    2 0
 PU1117
 PU1117.Superseded values are not recommended for survey control.
 PU1117
 PU1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1117.See file dsdata.pdf to determine how the superseded data were derived.
 PU1117
 PU1117_MARKER: DB = BENCH MARK DISK
 PU1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1117_STAMPING: D 407 1962
 PU1117_MARK LOGO: CGS
 PU1117_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1117+STABILITY: SURFACE MOTION
 PU1117
 PU1117  HISTORY     - Date     Condition        Report By
 PU1117  HISTORY     - 1962     MONUMENTED       CGS
 PU1117
 PU1117                          STATION DESCRIPTION
 PU1117
 PU1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1117'4.6 MI SE FROM NISLAND.
 PU1117'3.0 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE WATER TOWER AT
 PU1117'NISLAND, THENCE 1.6 MILES SOUTH ALONG A ROAD, 0.2 MILE SOUTH
 PU1117'OF A RAILROAD CROSSING, 25 FEET EAST OF THE CENTER LINE OF THE
 PU1117'ROAD, 20 1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY EAST
 PU1117'TO MORSMAN RANCH HOUSE, 7.3 FEET NORTH OF A POWER POLE, 2.5
 PU1117'FEET WEST OF A FENCE, 3.0 FEET NORTH OF A WITNESS POST, ABOUT
 PU1117'LEVEL WITH THE ROAD AND IN THE TOPOF A CONCRETE POST PROJECTING
 PU1117'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1177 ***********************************************************************
 PU1177  DESIGNATION -  D 408
 PU1177  PID         -  PU1177
 PU1177  STATE/COUNTY-  SD/MEADE
 PU1177  COUNTRY     -  US
 PU1177  USGS QUAD   -  VALE (2017)
 PU1177
 PU1177                         *CURRENT SURVEY CONTROL
 PU1177  ______________________________________________________________________
 PU1177* NAD 83(1986) POSITION- 44 35 25.     (N) 103 23 13.     (W)   SCALED
 PU1177* NAVD 88 ORTHO HEIGHT -   873.635 (meters)     2866.25  (feet) ADJUSTED
 PU1177  ______________________________________________________________________
 PU1177  GEOID HEIGHT    -        -16.314 (meters)                     GEOID18
 PU1177  DYNAMIC HEIGHT  -        873.396 (meters)     2865.47  (feet) COMP
 PU1177  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 PU1177
 PU1177  VERT ORDER      -  SECOND    CLASS 0
 PU1177
 PU1177.The horizontal coordinates were scaled from a map and have
 PU1177.an estimated accuracy of +/- 6 seconds.
 PU1177
 PU1177.The orthometric height was determined by differential leveling and
 PU1177.adjusted by the NATIONAL GEODETIC SURVEY
 PU1177.in June 1991.
 PU1177
 PU1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1177.GEOID18 height accuracy estimate available here.
 PU1177
 PU1177.Click photographs - Photos may exist for this station.
 PU1177
 PU1177.The dynamic height is computed by dividing the NAVD 88
 PU1177.geopotential number by the normal gravity value computed on the
 PU1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1177.degrees latitude (g = 980.6199 gals.).
 PU1177
 PU1177.The modeled gravity was interpolated from observed gravity values.
 PU1177
 PU1177;                    North         East    Units  Estimated Accuracy
 PU1177;SPC SD N     -    89,740.      331,140.      MT  (+/- 180 meters Scaled)
 PU1177
 PU1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK280387(NAD 83)
 PU1177
 PU1177                          SUPERSEDED SURVEY CONTROL
 PU1177
 PU1177  NGVD 29 (??/??/92)  873.146  (m)         2864.65   (f) ADJ UNCH    2 0
 PU1177
 PU1177.Superseded values are not recommended for survey control.
 PU1177
 PU1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1177.See file dsdata.pdf to determine how the superseded data were derived.
 PU1177
 PU1177_MARKER: DB = BENCH MARK DISK
 PU1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1177_STAMPING: D 408 1962
 PU1177_MARK LOGO: CGS
 PU1177_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1177+STABILITY: SURFACE MOTION
 PU1177
 PU1177  HISTORY     - Date     Condition        Report By
 PU1177  HISTORY     - 1962     MONUMENTED       CGS
 PU1177
 PU1177                          STATION DESCRIPTION
 PU1177
 PU1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1177'5.8 MI S FROM VALE.
 PU1177'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1177'2.15 MILES SOUTH ALONG STATE HIGHWAY 79, THENCE 2.35 MILES EAST
 PU1177'ALONG A ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU1177'43 1/2 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 3.5
 PU1177'FEET SOUTHWEST OF A POWER POLE, 2.1 FEET SOUTH OF A FENCE, 1.3
 PU1177'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 PU1177'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0672 ***********************************************************************
 PU0672  DESIGNATION -  D 409
 PU0672  PID         -  PU0672
 PU0672  STATE/COUNTY-  SD/MEADE
 PU0672  COUNTRY     -  US
 PU0672  USGS QUAD   -  HEREFORD NE (2017)
 PU0672
 PU0672                         *CURRENT SURVEY CONTROL
 PU0672  ______________________________________________________________________
 PU0672* NAD 83(1986) POSITION- 44 24 12.     (N) 102 47 20.     (W)   SCALED
 PU0672* NAVD 88 ORTHO HEIGHT -   787.351 (meters)     2583.17  (feet) ADJUSTED
 PU0672  ______________________________________________________________________
 PU0672  GEOID HEIGHT    -        -17.900 (meters)                     GEOID18
 PU0672  DYNAMIC HEIGHT  -        787.143 (meters)     2582.49  (feet) COMP
 PU0672  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 PU0672
 PU0672  VERT ORDER      -  SECOND    CLASS 0
 PU0672
 PU0672.The horizontal coordinates were scaled from a map and have
 PU0672.an estimated accuracy of +/- 6 seconds.
 PU0672
 PU0672.The orthometric height was determined by differential leveling and
 PU0672.adjusted by the NATIONAL GEODETIC SURVEY
 PU0672.in June 1991.
 PU0672
 PU0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0672.GEOID18 height accuracy estimate available here.
 PU0672
 PU0672.Click photographs - Photos may exist for this station.
 PU0672
 PU0672.The dynamic height is computed by dividing the NAVD 88
 PU0672.geopotential number by the normal gravity value computed on the
 PU0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0672.degrees latitude (g = 980.6199 gals.).
 PU0672
 PU0672.The modeled gravity was interpolated from observed gravity values.
 PU0672
 PU0672;                    North         East    Units  Estimated Accuracy
 PU0672;SPC SD N     -    67,170.      377,880.      MT  (+/- 180 meters Scaled)
 PU0672
 PU0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK760190(NAD 83)
 PU0672
 PU0672                          SUPERSEDED SURVEY CONTROL
 PU0672
 PU0672  NGVD 29 (??/??/92)  786.891  (m)         2581.66   (f) ADJ UNCH    2 0
 PU0672
 PU0672.Superseded values are not recommended for survey control.
 PU0672
 PU0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0672.See file dsdata.pdf to determine how the superseded data were derived.
 PU0672
 PU0672_MARKER: DB = BENCH MARK DISK
 PU0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0672_STAMPING: D 409 1962
 PU0672_MARK LOGO: CGS
 PU0672_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0672+STABILITY: SURFACE MOTION
 PU0672
 PU0672  HISTORY     - Date     Condition        Report By
 PU0672  HISTORY     - 1962     MONUMENTED       CGS
 PU0672
 PU0672                          STATION DESCRIPTION
 PU0672
 PU0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0672'6.3 MI E FROM HEREFORD.
 PU0672'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0672'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 3.2 MILES
 PU0672'EAST ALONG A GRAVEL ROAD, ABOUT 0.05 MILE SOUTH OF A ROAD
 PU0672'JUNCTION, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET
 PU0672'EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST AND IN THE
 PU0672'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0990 ***********************************************************************
 PU0990  DESIGNATION -  D 410
 PU0990  PID         -  PU0990
 PU0990  STATE/COUNTY-  SD/MEADE
 PU0990  COUNTRY     -  US
 PU0990  USGS QUAD   -  REDOWL (2017)
 PU0990
 PU0990                         *CURRENT SURVEY CONTROL
 PU0990  ______________________________________________________________________
 PU0990* NAD 83(1986) POSITION- 44 44 20.06   (N) 102 31 57.15   (W)   HD_HELD1
 PU0990* NAVD 88 ORTHO HEIGHT -   820.483 (meters)     2691.87  (feet) ADJUSTED
 PU0990  ______________________________________________________________________
 PU0990  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 PU0990  DYNAMIC HEIGHT  -        820.288 (meters)     2691.23  (feet) COMP
 PU0990  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 PU0990
 PU0990  VERT ORDER      -  SECOND    CLASS 0
 PU0990
 PU0990.The horizontal coordinates were determined by differentially corrected
 PU0990.hand held GPS observations or other comparable positioning techniques
 PU0990.and have an estimated accuracy of +/- 3 meters.
 PU0990
 PU0990.The orthometric height was determined by differential leveling and
 PU0990.adjusted by the NATIONAL GEODETIC SURVEY
 PU0990.in June 1991.
 PU0990
 PU0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0990.GEOID18 height accuracy estimate available here.
 PU0990
 PU0990.Click photographs - Photos may exist for this station.
 PU0990
 PU0990.The dynamic height is computed by dividing the NAVD 88
 PU0990.geopotential number by the normal gravity value computed on the
 PU0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0990.degrees latitude (g = 980.6199 gals.).
 PU0990
 PU0990.The modeled gravity was interpolated from observed gravity values.
 PU0990
 PU0990;                    North         East    Units  Estimated Accuracy
 PU0990;SPC SD N     -   103,766.1     399,454.3     MT  (+/- 3 meters HH1 GPS) 
 PU0990
 PU0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9535556908(NAD 83)
 PU0990
 PU0990                          SUPERSEDED SURVEY CONTROL
 PU0990
 PU0990  NGVD 29 (??/??/92)  820.017  (m)         2690.34   (f) ADJ UNCH    2 0
 PU0990
 PU0990.Superseded values are not recommended for survey control.
 PU0990
 PU0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0990.See file dsdata.pdf to determine how the superseded data were derived.
 PU0990
 PU0990_MARKER: DB = BENCH MARK DISK
 PU0990_SETTING: 66 = SET IN ROCK OUTCROP
 PU0990_STAMPING: D 410 1962
 PU0990_MARK LOGO: CGS
 PU0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0990+STABILITY: POSITION/ELEVATION WELL
 PU0990
 PU0990  HISTORY     - Date     Condition        Report By
 PU0990  HISTORY     - 1962     MONUMENTED       CGS
 PU0990
 PU0990                          STATION DESCRIPTION
 PU0990
 PU0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0990'4.1 MI NE FROM RED OWL.
 PU0990'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0990'1.0 MILE EAST, THENCE 1.35 MILES NORTH ALONG ROADS, 0.5 MILE
 PU0990'SOUTH OF A GROUP OF FARM BUILDINGS, IN THE TOP OF A LEDGE OF
 PU0990'A FLAT ROCK OUTCROP, 32 FEET EAST OF THE CENTER LINE OF THE
 PU0990'ROAD, 29.0 FEET WEST OF A FENCE, 3.0 FEET NORTHEAST OF A
 PU0990'WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0891 ***********************************************************************
 PU0891  DESIGNATION -  D 411
 PU0891  PID         -  PU0891
 PU0891  STATE/COUNTY-  SD/MEADE
 PU0891  COUNTRY     -  US
 PU0891  USGS QUAD   -  ENNING (2017)
 PU0891
 PU0891                         *CURRENT SURVEY CONTROL
 PU0891  ______________________________________________________________________
 PU0891* NAD 83(1986) POSITION- 44 34 31.     (N) 102 34 01.     (W)   SCALED
 PU0891* NAVD 88 ORTHO HEIGHT -   924.716 (meters)     3033.84  (feet) ADJUSTED
 PU0891  ______________________________________________________________________
 PU0891  GEOID HEIGHT    -        -18.406 (meters)                     GEOID18
 PU0891  DYNAMIC HEIGHT  -        924.458 (meters)     3032.99  (feet) COMP
 PU0891  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 PU0891
 PU0891  VERT ORDER      -  SECOND    CLASS 0
 PU0891
 PU0891.The horizontal coordinates were scaled from a map and have
 PU0891.an estimated accuracy of +/- 6 seconds.
 PU0891
 PU0891.The orthometric height was determined by differential leveling and
 PU0891.adjusted by the NATIONAL GEODETIC SURVEY
 PU0891.in June 1991.
 PU0891
 PU0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0891.GEOID18 height accuracy estimate available here.
 PU0891
 PU0891.Click photographs - Photos may exist for this station.
 PU0891
 PU0891.The dynamic height is computed by dividing the NAVD 88
 PU0891.geopotential number by the normal gravity value computed on the
 PU0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0891.degrees latitude (g = 980.6199 gals.).
 PU0891
 PU0891.The modeled gravity was interpolated from observed gravity values.
 PU0891
 PU0891;                    North         East    Units  Estimated Accuracy
 PU0891;SPC SD N     -    85,680.      396,150.      MT  (+/- 180 meters Scaled)
 PU0891
 PU0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK931386(NAD 83)
 PU0891
 PU0891                          SUPERSEDED SURVEY CONTROL
 PU0891
 PU0891  NGVD 29 (??/??/92)  924.232  (m)         3032.25   (f) ADJ UNCH    2 0
 PU0891
 PU0891.Superseded values are not recommended for survey control.
 PU0891
 PU0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0891.See file dsdata.pdf to determine how the superseded data were derived.
 PU0891
 PU0891_MARKER: DB = BENCH MARK DISK
 PU0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0891_STAMPING: D 411 1962
 PU0891_MARK LOGO: CGS
 PU0891_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0891+STABILITY: SURFACE MOTION
 PU0891
 PU0891  HISTORY     - Date     Condition        Report By
 PU0891  HISTORY     - 1962     MONUMENTED       CGS
 PU0891  HISTORY     - 1963     GOOD             CGS
 PU0891  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0891
 PU0891                          STATION DESCRIPTION
 PU0891
 PU0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0891'0.2 MI W FROM ENNING.
 PU0891'0.25 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0891'AT AN OFFSET IN THE FENCE LINE, 46 FEET SOUTH OF THE CENTER LINE
 PU0891'OF THE HIGHWAY, 3 FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A
 PU0891'FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 PU0891'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0891
 PU0891                          STATION RECOVERY (1963)
 PU0891
 PU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0891'RECOVERED IN GOOD CONDITION.
 PU0891
 PU0891                          STATION RECOVERY (1995)
 PU0891
 PU0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0891'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK D 411
 PU0891'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0891'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0892 ***********************************************************************
 PU0892  DESIGNATION -  D 411 RESET
 PU0892  PID         -  PU0892
 PU0892  STATE/COUNTY-  SD/MEADE
 PU0892  COUNTRY     -  US
 PU0892  USGS QUAD   -  ENNING (2017)
 PU0892
 PU0892                         *CURRENT SURVEY CONTROL
 PU0892  ______________________________________________________________________
 PU0892* NAD 83(1986) POSITION- 44 34 30.     (N) 102 34 07.     (W)   SCALED
 PU0892* NAVD 88 ORTHO HEIGHT -   924.915 (meters)     3034.49  (feet) ADJUSTED
 PU0892  ______________________________________________________________________
 PU0892  GEOID HEIGHT    -        -18.402 (meters)                     GEOID18
 PU0892  DYNAMIC HEIGHT  -        924.657 (meters)     3033.65  (feet) COMP
 PU0892  MODELED GRAVITY -    980,306.9   (mgal)                       NAVD 88
 PU0892
 PU0892  VERT ORDER      -  FIRST     CLASS II
 PU0892
 PU0892.The horizontal coordinates were scaled from a map and have
 PU0892.an estimated accuracy of +/- 6 seconds.
 PU0892
 PU0892.The orthometric height was determined by differential leveling and
 PU0892.adjusted by the NATIONAL GEODETIC SURVEY
 PU0892.in October 1997.
 PU0892
 PU0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0892.GEOID18 height accuracy estimate available here.
 PU0892
 PU0892.Click photographs - Photos may exist for this station.
 PU0892
 PU0892.The dynamic height is computed by dividing the NAVD 88
 PU0892.geopotential number by the normal gravity value computed on the
 PU0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0892.degrees latitude (g = 980.6199 gals.).
 PU0892
 PU0892.The modeled gravity was interpolated from observed gravity values.
 PU0892
 PU0892;                    North         East    Units  Estimated Accuracy
 PU0892;SPC SD N     -    85,650.      396,020.      MT  (+/- 180 meters Scaled)
 PU0892
 PU0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK930386(NAD 83)
 PU0892
 PU0892                          SUPERSEDED SURVEY CONTROL
 PU0892
 PU0892.No superseded survey control is available for this station.
 PU0892
 PU0892_MARKER: DB = BENCH MARK DISK
 PU0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0892_STAMPING: D 411 RESET 1972
 PU0892_MARK LOGO: CGS
 PU0892_PROJECTION: FLUSH
 PU0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0892+STABILITY: SURFACE MOTION
 PU0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0892+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0892
 PU0892  HISTORY     - Date     Condition        Report By
 PU0892  HISTORY     - 1972     MONUMENTED       NGS
 PU0892  HISTORY     - 19950605 GOOD             NGS
 PU0892
 PU0892                          STATION DESCRIPTION
 PU0892
 PU0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0892'0.2 MI W FROM ENNING.
 PU0892'0.25 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0892'AT THE EAST EDGE OF THE ENNING GRADE SCHOOL YARD, 118 FEET SOUTH
 PU0892'OF THE CENTER OF THE HIGHWAY, 101 FEET NORTHEAST OF THE NORTHEAST
 PU0892'CORNER OF THE EAST 1 OF 2 SCHOOL BUILDINGS, 42 FEET NORTH OF A
 PU0892'POWER POLE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, AND 1 FOOT
 PU0892'WEST OF THE EAST PROPERTY LINE FENCE, SET IN A ROUND CONCRETE
 PU0892'MONUMENT FLUSH WITH THE GROUND.  IT IS AT HIGHWAY STATION 475+00.
 PU0892'NOTE-- BENCH MARK D 411 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 PU0892'THE DISK WAS REMOVED FROM THE MARK AT THIS TIME.
 PU0892
 PU0892                          STATION RECOVERY (1995)
 PU0892
 PU0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0892'8.6 KM (5.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0892'IN UNION CENTER, 397.0 M (1302.5 FT) EAST OF MILEPOST 86, 36.0 M
 PU0892'(118.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) SOUTH OF A
 PU0892'T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 PU0892'(1.6 FT) NORTH OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A FENCE, AND
 PU0892'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1221 ***********************************************************************
 PU1221  DESIGNATION -  D 412
 PU1221  PID         -  PU1221
 PU1221  STATE/COUNTY-  SD/BUTTE
 PU1221  COUNTRY     -  US
 PU1221  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1221
 PU1221                         *CURRENT SURVEY CONTROL
 PU1221  ______________________________________________________________________
 PU1221* NAD 83(1986) POSITION- 44 42 59.     (N) 103 13 36.     (W)   SCALED
 PU1221* NAVD 88 ORTHO HEIGHT -   903.191 (meters)     2963.22  (feet) ADJUSTED
 PU1221  ______________________________________________________________________
 PU1221  GEOID HEIGHT    -        -16.796 (meters)                     GEOID18
 PU1221  DYNAMIC HEIGHT  -        902.959 (meters)     2962.46  (feet) COMP
 PU1221  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 PU1221
 PU1221  VERT ORDER      -  SECOND    CLASS 0
 PU1221
 PU1221.The horizontal coordinates were scaled from a map and have
 PU1221.an estimated accuracy of +/- 6 seconds.
 PU1221
 PU1221.The orthometric height was determined by differential leveling and
 PU1221.adjusted by the NATIONAL GEODETIC SURVEY
 PU1221.in June 1991.
 PU1221
 PU1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1221.GEOID18 height accuracy estimate available here.
 PU1221
 PU1221.Click photographs - Photos may exist for this station.
 PU1221
 PU1221.The dynamic height is computed by dividing the NAVD 88
 PU1221.geopotential number by the normal gravity value computed on the
 PU1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1221.degrees latitude (g = 980.6199 gals.).
 PU1221
 PU1221.The modeled gravity was interpolated from observed gravity values.
 PU1221
 PU1221;                    North         East    Units  Estimated Accuracy
 PU1221;SPC SD N     -   103,220.      344,410.      MT  (+/- 180 meters Scaled)
 PU1221
 PU1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK404529(NAD 83)
 PU1221
 PU1221                          SUPERSEDED SURVEY CONTROL
 PU1221
 PU1221  NGVD 29 (??/??/92)  902.703  (m)         2961.62   (f) ADJ UNCH    2 0
 PU1221
 PU1221.Superseded values are not recommended for survey control.
 PU1221
 PU1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1221.See file dsdata.pdf to determine how the superseded data were derived.
 PU1221
 PU1221_MARKER: DB = BENCH MARK DISK
 PU1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1221_STAMPING: D 412 1963
 PU1221_MARK LOGO: CGS
 PU1221_PROJECTION: FLUSH
 PU1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1221+STABILITY: SURFACE MOTION
 PU1221
 PU1221  HISTORY     - Date     Condition        Report By
 PU1221  HISTORY     - 1963     MONUMENTED       CGS
 PU1221
 PU1221                          STATION DESCRIPTION
 PU1221
 PU1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1221'10.3 MI E FROM NEWELL.
 PU1221'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1221'AT NEWELL, THENCE 9.1 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1221'0.9 MILE NORTHEAST OF THE JUNCTION OF A GRADED DIRT ROAD LEADING
 PU1221'SOUTHEAST, 68.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 PU1221'19.0 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A
 PU1221'LARGE FIELD, 2.5 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST
 PU1221'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1221'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1281 ***********************************************************************
 PU1281  DESIGNATION -  D 413
 PU1281  PID         -  PU1281
 PU1281  STATE/COUNTY-  SD/BUTTE
 PU1281  COUNTRY     -  US
 PU1281  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1281
 PU1281                         *CURRENT SURVEY CONTROL
 PU1281  ______________________________________________________________________
 PU1281* NAD 83(1986) POSITION- 44 55 42.     (N) 103 00 21.     (W)   SCALED
 PU1281* NAVD 88 ORTHO HEIGHT -   833.786 (meters)     2735.51  (feet) ADJUSTED
 PU1281  ______________________________________________________________________
 PU1281  GEOID HEIGHT    -        -17.220 (meters)                     GEOID18
 PU1281  DYNAMIC HEIGHT  -        833.602 (meters)     2734.91  (feet) COMP
 PU1281  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 PU1281
 PU1281  VERT ORDER      -  FIRST     CLASS II
 PU1281
 PU1281.The horizontal coordinates were scaled from a map and have
 PU1281.an estimated accuracy of +/- 6 seconds.
 PU1281
 PU1281.The orthometric height was determined by differential leveling and
 PU1281.adjusted by the NATIONAL GEODETIC SURVEY
 PU1281.in June 1991.
 PU1281
 PU1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1281.GEOID18 height accuracy estimate available here.
 PU1281
 PU1281.Click photographs - Photos may exist for this station.
 PU1281
 PU1281.The dynamic height is computed by dividing the NAVD 88
 PU1281.geopotential number by the normal gravity value computed on the
 PU1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1281.degrees latitude (g = 980.6199 gals.).
 PU1281
 PU1281.The modeled gravity was interpolated from observed gravity values.
 PU1281
 PU1281;                    North         East    Units  Estimated Accuracy
 PU1281;SPC SD N     -   126,080.      362,770.      MT  (+/- 180 meters Scaled)
 PU1281
 PU1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK573769(NAD 83)
 PU1281
 PU1281                          SUPERSEDED SURVEY CONTROL
 PU1281
 PU1281  NGVD 29 (??/??/92)  833.313  (m)         2733.96   (f) ADJ UNCH    1 2
 PU1281
 PU1281.Superseded values are not recommended for survey control.
 PU1281
 PU1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1281.See file dsdata.pdf to determine how the superseded data were derived.
 PU1281
 PU1281_MARKER: DB = BENCH MARK DISK
 PU1281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1281_SP_SET: HEADWALL
 PU1281_STAMPING: D 413 1963
 PU1281_MARK LOGO: CGS
 PU1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1281+STABILITY: SURFACE MOTION
 PU1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1281+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1281
 PU1281  HISTORY     - Date     Condition        Report By
 PU1281  HISTORY     - 1963     MONUMENTED       CGS
 PU1281  HISTORY     - 19951116 GOOD             NGS
 PU1281
 PU1281                          STATION DESCRIPTION
 PU1281
 PU1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1281'25.4 MI NE FROM NEWELL.
 PU1281'ABOUT 25.4 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1281'HIGH SCHOOL AT NEWELL, ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION
 PU1281'OF A GRAVELED ROAD LEADING SOUTHEAST, SET IN THE TOP OF THE
 PU1281'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF AN 18-FOOT
 PU1281'CONCRETE CULVERT, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PU1281'HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PU1281'NOTE-- THIS MARK IS 0.9 MILE NORTHWEST OF R 413 1963 WHICH IS
 PU1281'DESCRIBED FROM SULPHUR.
 PU1281
 PU1281                          STATION RECOVERY (1995)
 PU1281
 PU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1281'13.3 KM (8.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1281'OFFICE IN MUD BUTTE, IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE
 PU1281'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER
 PU1281'THE HIGHWAY, 624.0 M (2047.2 FT) SOUTHWEST OF MILEPOST 65, 6.6 M (21.7
 PU1281'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE
 PU1281'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1070 ***********************************************************************
 PU1070  DESIGNATION -  D 414
 PU1070  PID         -  PU1070
 PU1070  STATE/COUNTY-  SD/BUTTE
 PU1070  COUNTRY     -  US
 PU1070  USGS QUAD   -  NEWELL LAKE (2017)
 PU1070
 PU1070                         *CURRENT SURVEY CONTROL
 PU1070  ______________________________________________________________________
 PU1070* NAD 83(1986) POSITION- 44 47 31.67   (N) 103 25 33.01   (W)   HD_HELD1
 PU1070* NAVD 88 ORTHO HEIGHT -   900.450 (meters)     2954.23  (feet) ADJUSTED
 PU1070  ______________________________________________________________________
 PU1070  GEOID HEIGHT    -        -16.390 (meters)                     GEOID18
 PU1070  DYNAMIC HEIGHT  -        900.225 (meters)     2953.49  (feet) COMP
 PU1070  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 PU1070
 PU1070  VERT ORDER      -  SECOND    CLASS 0
 PU1070
 PU1070.The horizontal coordinates were determined by differentially corrected
 PU1070.hand held GPS observations or other comparable positioning techniques
 PU1070.and have an estimated accuracy of +/- 3 meters.
 PU1070
 PU1070.The orthometric height was determined by differential leveling and
 PU1070.adjusted by the NATIONAL GEODETIC SURVEY
 PU1070.in June 1991.
 PU1070
 PU1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1070.GEOID18 height accuracy estimate available here.
 PU1070
 PU1070.Click photographs - Photos may exist for this station.
 PU1070
 PU1070.The dynamic height is computed by dividing the NAVD 88
 PU1070.geopotential number by the normal gravity value computed on the
 PU1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1070.degrees latitude (g = 980.6199 gals.).
 PU1070
 PU1070.The modeled gravity was interpolated from observed gravity values.
 PU1070
 PU1070;                    North         East    Units  Estimated Accuracy
 PU1070;SPC SD N     -   112,278.2     329,003.4     MT  (+/- 3 meters HH1 GPS) 
 PU1070
 PU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2451661064(NAD 83)
 PU1070
 PU1070                          SUPERSEDED SURVEY CONTROL
 PU1070
 PU1070  NGVD 29 (??/??/92)  899.974  (m)         2952.66   (f) ADJ UNCH    2 0
 PU1070
 PU1070.Superseded values are not recommended for survey control.
 PU1070
 PU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1070.See file dsdata.pdf to determine how the superseded data were derived.
 PU1070
 PU1070_MARKER: DB = BENCH MARK DISK
 PU1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1070_STAMPING: D 414 1963
 PU1070_MARK LOGO: CGS
 PU1070_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1070+STABILITY: SURFACE MOTION
 PU1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1070+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1070
 PU1070  HISTORY     - Date     Condition        Report By
 PU1070  HISTORY     - 1963     MONUMENTED       CGS
 PU1070  HISTORY     - 20201022 GOOD             SDDT
 PU1070
 PU1070                          STATION DESCRIPTION
 PU1070
 PU1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1070'5.2 MI N FROM NEWELL.
 PU1070'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1070'SCHOOL AT NEWELL, 104 FEET SOUTHWEST OF THE CENTER OF THE
 PU1070'JUNCTION OF A ROAD LEADING WEST, 98 FEET WEST OF THE CENTERLINE
 PU1070'OF THE HIGHWAY, 27 FEET SOTH OF THE CENTERLINE OF THE ROAD
 PU1070'LEADING WEST, 2.7 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST
 PU1070'OF A NORTH-SOUTH FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 PU1070'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1070'POST PROJECTING 0.5 FOOT.
 PU1070
 PU1070                          STATION RECOVERY (2020)
 PU1070
 PU1070'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1879 ***********************************************************************
 PU1879  DESIGNATION -  D 415
 PU1879  PID         -  PU1879
 PU1879  STATE/COUNTY-  SD/BUTTE
 PU1879  COUNTRY     -  US
 PU1879  USGS QUAD   -  ARPAN (2017)
 PU1879
 PU1879                         *CURRENT SURVEY CONTROL
 PU1879  ______________________________________________________________________
 PU1879* NAD 83(1986) POSITION- 44 45 49.     (N) 103 37 44.     (W)   SCALED
 PU1879* NAVD 88 ORTHO HEIGHT -   877.566 (meters)     2879.15  (feet) ADJUSTED
 PU1879  ______________________________________________________________________
 PU1879  GEOID HEIGHT    -        -15.967 (meters)                     GEOID18
 PU1879  DYNAMIC HEIGHT  -        877.339 (meters)     2878.40  (feet) COMP
 PU1879  MODELED GRAVITY -    980,329.9   (mgal)                       NAVD 88
 PU1879
 PU1879  VERT ORDER      -  SECOND    CLASS 0
 PU1879
 PU1879.The horizontal coordinates were scaled from a map and have
 PU1879.an estimated accuracy of +/- 6 seconds.
 PU1879
 PU1879.The orthometric height was determined by differential leveling and
 PU1879.adjusted by the NATIONAL GEODETIC SURVEY
 PU1879.in June 1991.
 PU1879
 PU1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1879.GEOID18 height accuracy estimate available here.
 PU1879
 PU1879.Click photographs - Photos may exist for this station.
 PU1879
 PU1879.The dynamic height is computed by dividing the NAVD 88
 PU1879.geopotential number by the normal gravity value computed on the
 PU1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1879.degrees latitude (g = 980.6199 gals.).
 PU1879
 PU1879.The modeled gravity was interpolated from observed gravity values.
 PU1879
 PU1879;                    North         East    Units  Estimated Accuracy
 PU1879;SPC SD N     -   109,810.      312,810.      MT  (+/- 180 meters Scaled)
 PU1879
 PU1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK085576(NAD 83)
 PU1879
 PU1879                          SUPERSEDED SURVEY CONTROL
 PU1879
 PU1879  NGVD 29 (??/??/92)  877.086  (m)         2877.57   (f) ADJ UNCH    2 0
 PU1879
 PU1879.Superseded values are not recommended for survey control.
 PU1879
 PU1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1879.See file dsdata.pdf to determine how the superseded data were derived.
 PU1879
 PU1879_MARKER: DB = BENCH MARK DISK
 PU1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1879_STAMPING: D 415 1963
 PU1879_MARK LOGO: CGS
 PU1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1879+STABILITY: SURFACE MOTION
 PU1879
 PU1879  HISTORY     - Date     Condition        Report By
 PU1879  HISTORY     - 1963     MONUMENTED       CGS
 PU1879
 PU1879                          STATION DESCRIPTION
 PU1879
 PU1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1879'10.9 MI NW FROM NISLAND.
 PU1879'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1879'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1879'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1879'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1879'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1879'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1879'GRAVELED COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED
 PU1879'COUNTY ROAD, 71 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 PU1879'OF A TRACK ROAD, 63 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 PU1879'ROAD, 27 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 37 FEET
 PU1879'NORTHEAST OF A POWER POLE, 1.6 FEET EAST OF A NORTH-SOUTH FENCE,
 PU1879'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1879'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1879'0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1304 ***********************************************************************
 PU1304  DESIGNATION -  D 416
 PU1304  PID         -  PU1304
 PU1304  STATE/COUNTY-  SD/BUTTE
 PU1304  COUNTRY     -  US
 PU1304  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1304
 PU1304                         *CURRENT SURVEY CONTROL
 PU1304  ______________________________________________________________________
 PU1304* NAD 83(1986) POSITION- 44 57 28.     (N) 103 05 06.     (W)   SCALED
 PU1304* NAVD 88 ORTHO HEIGHT -   888.375 (meters)     2914.61  (feet) ADJUSTED
 PU1304  ______________________________________________________________________
 PU1304  GEOID HEIGHT    -        -17.085 (meters)                     GEOID18
 PU1304  DYNAMIC HEIGHT  -        888.168 (meters)     2913.93  (feet) COMP
 PU1304  MODELED GRAVITY -    980,353.7   (mgal)                       NAVD 88
 PU1304
 PU1304  VERT ORDER      -  SECOND    CLASS 0
 PU1304
 PU1304.The horizontal coordinates were scaled from a map and have
 PU1304.an estimated accuracy of +/- 6 seconds.
 PU1304
 PU1304.The orthometric height was determined by differential leveling and
 PU1304.adjusted by the NATIONAL GEODETIC SURVEY
 PU1304.in June 1991.
 PU1304
 PU1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1304.GEOID18 height accuracy estimate available here.
 PU1304
 PU1304.Click photographs - Photos may exist for this station.
 PU1304
 PU1304.The dynamic height is computed by dividing the NAVD 88
 PU1304.geopotential number by the normal gravity value computed on the
 PU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1304.degrees latitude (g = 980.6199 gals.).
 PU1304
 PU1304.The modeled gravity was interpolated from observed gravity values.
 PU1304
 PU1304;                    North         East    Units  Estimated Accuracy
 PU1304;SPC SD N     -   129,590.      356,650.      MT  (+/- 180 meters Scaled)
 PU1304
 PU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK510800(NAD 83)
 PU1304
 PU1304                          SUPERSEDED SURVEY CONTROL
 PU1304
 PU1304  NGVD 29 (??/??/92)  887.891  (m)         2913.02   (f) ADJ UNCH    2 0
 PU1304
 PU1304.Superseded values are not recommended for survey control.
 PU1304
 PU1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1304.See file dsdata.pdf to determine how the superseded data were derived.
 PU1304
 PU1304_MARKER: DB = BENCH MARK DISK
 PU1304_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PU1304_SP_SET: UNSPECIFIED ROCK
 PU1304_STAMPING: D 416 1963
 PU1304_MARK LOGO: CGS
 PU1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1304
 PU1304  HISTORY     - Date     Condition        Report By
 PU1304  HISTORY     - 1963     MONUMENTED       CGS
 PU1304
 PU1304                          STATION DESCRIPTION
 PU1304
 PU1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1304'29 MI NE FROM NEWELL.
 PU1304'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1304'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1304'ROAD, THENCE 1.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, ON THE
 PU1304'NORTH SLOPE OF A BUTTE WITH THREE DISTINCT ROCKY PEAKS, SET IN
 PU1304'THE TOP OF A ROCK ABOUT 5 FEET LONG AND 2 1/2 FEET HIGH AND
 PU1304'THAT PROJECTS FROM THE SLOPE OF THE MIDDLE ONE OF THE THREE
 PU1304'PEAKS, 99 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT
 PU1304'WEST OF THE EAST END OF THE ROCK, AND ABOUT 20 FEET ABOVE THE
 PU1304'LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1856 ***********************************************************************
 PU1856  DESIGNATION -  D 417
 PU1856  PID         -  PU1856
 PU1856  STATE/COUNTY-  SD/BUTTE
 PU1856  COUNTRY     -  US
 PU1856  USGS QUAD   -  ARPAN (2017)
 PU1856
 PU1856                         *CURRENT SURVEY CONTROL
 PU1856  ______________________________________________________________________
 PU1856* NAD 83(1986) POSITION- 44 51 55.     (N) 103 43 50.     (W)   SCALED
 PU1856* NAVD 88 ORTHO HEIGHT -   898.331 (meters)     2947.27  (feet) ADJUSTED
 PU1856  ______________________________________________________________________
 PU1856  GEOID HEIGHT    -        -15.905 (meters)                     GEOID18
 PU1856  DYNAMIC HEIGHT  -        898.106 (meters)     2946.54  (feet) COMP
 PU1856  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 PU1856
 PU1856  VERT ORDER      -  SECOND    CLASS 0
 PU1856
 PU1856.The horizontal coordinates were scaled from a map and have
 PU1856.an estimated accuracy of +/- 6 seconds.
 PU1856
 PU1856.The orthometric height was determined by differential leveling and
 PU1856.adjusted by the NATIONAL GEODETIC SURVEY
 PU1856.in June 1991.
 PU1856
 PU1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1856.GEOID18 height accuracy estimate available here.
 PU1856
 PU1856.Click photographs - Photos may exist for this station.
 PU1856
 PU1856.The dynamic height is computed by dividing the NAVD 88
 PU1856.geopotential number by the normal gravity value computed on the
 PU1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1856.degrees latitude (g = 980.6199 gals.).
 PU1856
 PU1856.The modeled gravity was interpolated from observed gravity values.
 PU1856
 PU1856;                    North         East    Units  Estimated Accuracy
 PU1856;SPC SD N     -   121,460.      305,290.      MT  (+/- 180 meters Scaled)
 PU1856
 PU1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK002687(NAD 83)
 PU1856
 PU1856                          SUPERSEDED SURVEY CONTROL
 PU1856
 PU1856  NGVD 29 (??/??/92)  897.855  (m)         2945.71   (f) ADJ UNCH    2 0
 PU1856
 PU1856.Superseded values are not recommended for survey control.
 PU1856
 PU1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1856.See file dsdata.pdf to determine how the superseded data were derived.
 PU1856
 PU1856_MARKER: DB = BENCH MARK DISK
 PU1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1856_STAMPING: D 417 1963
 PU1856_MARK LOGO: CGS
 PU1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1856+STABILITY: SURFACE MOTION
 PU1856
 PU1856  HISTORY     - Date     Condition        Report By
 PU1856  HISTORY     - 1963     MONUMENTED       CGS
 PU1856
 PU1856                          STATION DESCRIPTION
 PU1856
 PU1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1856'17.7 MI NE FROM BELLE FOURCHE.
 PU1856'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1856'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 3.9 MILES EAST
 PU1856'ALONG A GRAVELED COUNTY ROAD, 42 FEET NORTHEAST OF THE CENTER
 PU1856'OF THE JUNCTION OF A ROAD LEADING SOUTH, 34 FEET NORTH OF THE
 PU1856'CENTERLINE OF THE GRAVELED COUNTY ROAD, 24 FEET EAST OF THE
 PU1856'EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH, 3.3 FEET NORTH
 PU1856'OF AN EAST-WEST FENCE, 3.0 FEET WEST OF A POWER POLE BRACED BY
 PU1856'TWO GUY WIRES, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 PU1856'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1856'POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1501 ***********************************************************************
 PU1501  DESIGNATION -  D 418
 PU1501  PID         -  PU1501
 PU1501  STATE/COUNTY-  SD/MEADE
 PU1501  COUNTRY     -  US
 PU1501  USGS QUAD   -  FORT MEADE (2017)
 PU1501
 PU1501                         *CURRENT SURVEY CONTROL
 PU1501  ______________________________________________________________________
 PU1501* NAD 83(1986) POSITION- 44 24 54.     (N) 103 27 48.     (W)   SCALED
 PU1501* NAVD 88 ORTHO HEIGHT -   995.522 (meters)     3266.14  (feet) ADJUSTED
 PU1501  ______________________________________________________________________
 PU1501  GEOID HEIGHT    -        -15.510 (meters)                     GEOID18
 PU1501  DYNAMIC HEIGHT  -        995.210 (meters)     3265.12  (feet) COMP
 PU1501  MODELED GRAVITY -    980,271.1   (mgal)                       NAVD 88
 PU1501
 PU1501  VERT ORDER      -  FIRST     CLASS II
 PU1501
 PU1501.The horizontal coordinates were scaled from a map and have
 PU1501.an estimated accuracy of +/- 6 seconds.
 PU1501
 PU1501.The orthometric height was determined by differential leveling and
 PU1501.adjusted by the NATIONAL GEODETIC SURVEY
 PU1501.in October 1997.
 PU1501
 PU1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1501.GEOID18 height accuracy estimate available here.
 PU1501
 PU1501.Click photographs - Photos may exist for this station.
 PU1501
 PU1501.The dynamic height is computed by dividing the NAVD 88
 PU1501.geopotential number by the normal gravity value computed on the
 PU1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1501.degrees latitude (g = 980.6199 gals.).
 PU1501
 PU1501.The modeled gravity was interpolated from observed gravity values.
 PU1501
 PU1501;                    North         East    Units  Estimated Accuracy
 PU1501;SPC SD N     -    70,540.      324,250.      MT  (+/- 180 meters Scaled)
 PU1501
 PU1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK223191(NAD 83)
 PU1501
 PU1501                          SUPERSEDED SURVEY CONTROL
 PU1501
 PU1501  NAVD 88 (06/15/91)  995.504  (m)         3266.08   (f) SUPERSEDED  1 2
 PU1501  NGVD 29 (??/??/92)  994.999  (m)         3264.43   (f) ADJ UNCH    1 2
 PU1501
 PU1501.Superseded values are not recommended for survey control.
 PU1501
 PU1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1501.See file dsdata.pdf to determine how the superseded data were derived.
 PU1501
 PU1501_MARKER: DB = BENCH MARK DISK
 PU1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1501_STAMPING: D 418 1963
 PU1501_MARK LOGO: CGS
 PU1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1501+STABILITY: SURFACE MOTION
 PU1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1501+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 PU1501
 PU1501  HISTORY     - Date     Condition        Report By
 PU1501  HISTORY     - 1963     MONUMENTED       CGS
 PU1501  HISTORY     - 19950513 GOOD             NGS
 PU1501  HISTORY     - 20120327 GOOD             INDIV
 PU1501
 PU1501                          STATION DESCRIPTION
 PU1501
 PU1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1501'2.5 MI E FROM STURGIS.
 PU1501'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1501'AT STURGIS, 73 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PU1501'3.5 FEET SOUTHWEST OF THE WEST END OF A METAL GATE, 1.8 FEET SOUTH
 PU1501'OF AN EAST-WEST FENCE, 2.2 FEET EAST OF A METAL WITNESS POST,
 PU1501'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 PU1501'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 PU1501
 PU1501                          STATION RECOVERY (1995)
 PU1501
 PU1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1501'5.8 KM (3.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1501'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 819.0 M (2687.0 FT) EAST
 PU1501'OF MILEPOST 37, 732.0 M (2401.6 FT) WEST OF MILEPOST 38, 26.5 M (86.9
 PU1501'FT) EAST OF THE CENTER OF THE MOST EASTERLY OF 2 ENTRANCE ROADS
 PU1501'LEADING TO THE STURGIS HIGH SCHOOL, 21.6 M (70.9 FT) NORTH OF THE
 PU1501'HIGHWAY CENTERLINE, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.6 M (2.0 FT)
 PU1501'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU1501'AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 PU1501
 PU1501                          STATION RECOVERY (2012)
 PU1501
 PU1501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1179 ***********************************************************************
 PU1179  DESIGNATION -  D 419
 PU1179  PID         -  PU1179
 PU1179  STATE/COUNTY-  SD/MEADE
 PU1179  COUNTRY     -  US
 PU1179  USGS QUAD   -  VOLUNTEER SE (2017)
 PU1179
 PU1179                         *CURRENT SURVEY CONTROL
 PU1179  ______________________________________________________________________
 PU1179* NAD 83(1986) POSITION- 44 30 09.     (N) 103 00 56.     (W)   SCALED
 PU1179* NAVD 88 ORTHO HEIGHT -   851.636 (meters)     2794.08  (feet) ADJUSTED
 PU1179  ______________________________________________________________________
 PU1179  GEOID HEIGHT    -        -17.325 (meters)                     GEOID18
 PU1179  DYNAMIC HEIGHT  -        851.400 (meters)     2793.30  (feet) COMP
 PU1179  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 PU1179
 PU1179  VERT ORDER      -  FIRST     CLASS II
 PU1179
 PU1179.The horizontal coordinates were scaled from a map and have
 PU1179.an estimated accuracy of +/- 6 seconds.
 PU1179
 PU1179.The orthometric height was determined by differential leveling and
 PU1179.adjusted by the NATIONAL GEODETIC SURVEY
 PU1179.in October 1997.
 PU1179
 PU1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1179.GEOID18 height accuracy estimate available here.
 PU1179
 PU1179.Click photographs - Photos may exist for this station.
 PU1179
 PU1179.The dynamic height is computed by dividing the NAVD 88
 PU1179.geopotential number by the normal gravity value computed on the
 PU1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1179.degrees latitude (g = 980.6199 gals.).
 PU1179
 PU1179.The modeled gravity was interpolated from observed gravity values.
 PU1179
 PU1179;                    North         East    Units  Estimated Accuracy
 PU1179;SPC SD N     -    78,830.      360,240.      MT  (+/- 180 meters Scaled)
 PU1179
 PU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK577296(NAD 83)
 PU1179
 PU1179                          SUPERSEDED SURVEY CONTROL
 PU1179
 PU1179  NAVD 88 (06/15/91)  851.618  (m)         2794.02   (f) SUPERSEDED  1 2
 PU1179  NGVD 29 (??/??/92)  851.145  (m)         2792.46   (f) ADJ UNCH    1 2
 PU1179
 PU1179.Superseded values are not recommended for survey control.
 PU1179
 PU1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1179.See file dsdata.pdf to determine how the superseded data were derived.
 PU1179
 PU1179_MARKER: DB = BENCH MARK DISK
 PU1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1179_STAMPING: D 419 1963
 PU1179_MARK LOGO: CGS
 PU1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1179+STABILITY: SURFACE MOTION
 PU1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1179+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2012
 PU1179
 PU1179  HISTORY     - Date     Condition        Report By
 PU1179  HISTORY     - 1963     MONUMENTED       CGS
 PU1179  HISTORY     - 19950524 GOOD             NGS
 PU1179  HISTORY     - 20120501 GOOD             INDIV
 PU1179
 PU1179                          STATION DESCRIPTION
 PU1179
 PU1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1179'6.3 MI E FROM VOLUNTEER.
 PU1179'ABOUT 6.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1179'VOLUNTEER, ON THE WEST SLOPE OF A HILL, 99 FEET SOUTH OF THE
 PU1179'CENTERLINE OF THE HIGHWAY, 89 FEET SOUTHWEST OF THE SOUTH END OF AN
 PU1179'18-INCH CONCRETE CULVERT, 1.5 FEET NORTH OF A FENCE, 1.5 FEET
 PU1179'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 PU1179'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1179'0.7 FOOT.
 PU1179
 PU1179                          STATION RECOVERY (1995)
 PU1179
 PU1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1179'29.2 KM (18.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1179'OFFICE IN UNION CENTER, 344.2 M (1129.3 FT) WEST OF MILEPOST 63, 29.9
 PU1179'M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.3 M (56.8 FT)
 PU1179'SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY, 0.5 M (1.6
 PU1179'FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT) NORTH OF A FENCE, 0.3 M
 PU1179'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 PU1179'M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1179
 PU1179                          STATION RECOVERY (2012)
 PU1179
 PU1179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0608 ***********************************************************************
 OT0608  DESIGNATION -  D 427
 OT0608  PID         -  OT0608
 OT0608  STATE/COUNTY-  SD/FALL RIVER
 OT0608  COUNTRY     -  US
 OT0608  USGS QUAD   -  RUMFORD (2017)
 OT0608
 OT0608                         *CURRENT SURVEY CONTROL
 OT0608  ______________________________________________________________________
 OT0608* NAD 83(1986) POSITION- 43 09 31.     (N) 103 44 25.     (W)   SCALED
 OT0608* NAVD 88 ORTHO HEIGHT -  1085.333 (meters)     3560.80  (feet) ADJUSTED
 OT0608  ______________________________________________________________________
 OT0608  GEOID HEIGHT    -        -15.521 (meters)                     GEOID18
 OT0608  DYNAMIC HEIGHT  -       1084.860 (meters)     3559.24  (feet) COMP
 OT0608  MODELED GRAVITY -    980,146.4   (mgal)                       NAVD 88
 OT0608
 OT0608  VERT ORDER      -  FIRST     CLASS II
 OT0608
 OT0608.The horizontal coordinates were scaled from a map and have
 OT0608.an estimated accuracy of +/- 6 seconds.
 OT0608
 OT0608.The orthometric height was determined by differential leveling and
 OT0608.adjusted by the NATIONAL GEODETIC SURVEY
 OT0608.in June 1991.
 OT0608
 OT0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0608.GEOID18 height accuracy estimate available here.
 OT0608
 OT0608.Click photographs - Photos may exist for this station.
 OT0608
 OT0608.The dynamic height is computed by dividing the NAVD 88
 OT0608.geopotential number by the normal gravity value computed on the
 OT0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0608.degrees latitude (g = 980.6199 gals.).
 OT0608
 OT0608.The modeled gravity was interpolated from observed gravity values.
 OT0608
 OT0608;                    North         East    Units  Estimated Accuracy
 OT0608;SPC SD S     -    97,360.      323,010.      MT  (+/- 180 meters Scaled)
 OT0608
 OT0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH024791(NAD 83)
 OT0608
 OT0608                          SUPERSEDED SURVEY CONTROL
 OT0608
 OT0608.No superseded survey control is available for this station.
 OT0608
 OT0608_MARKER: I = METAL ROD
 OT0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0608_STAMPING: D 427 1985
 OT0608_MARK LOGO: NGS
 OT0608_PROJECTION: FLUSH
 OT0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0608_ROD/PIPE-DEPTH: 14.6 meters
 OT0608
 OT0608  HISTORY     - Date     Condition        Report By
 OT0608  HISTORY     - 1985     MONUMENTED       NGS
 OT0608
 OT0608                          STATION DESCRIPTION
 OT0608
 OT0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0608'18.6 KM (11.55 MI) NNW FROM ARDMORE.
 OT0608'9.6 KM (5.95 MI) NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 OT0608'COUNTY ROADS 6412 WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI)
 OT0608'NORTHWEST ALONG STATE ROAD 471, THENCE 4.7 KM (2.9 MI) NORTHWEST
 OT0608'ALONG THE NORTHEAST SIDE OF THE BURLINGTON NORTHERN RAILROAD, NEAR AN
 OT0608'IRON GATE, 7.6 METERS (25 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 OT0608'28.7 METERS (94 FT) NORTHEAST OF THE NORTHEAST RAIL, 13.7 METERS (45
 OT0608'FT) SOUTHEAST OF THE CENTER OF THE GATE, 20.7 METERS (68 FT)
 OT0608'SOUTHEAST OF USGS BENCH MARK TT 39 WM AND 0.3 METER (1 FT) SOUTHWEST
 OT0608'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OT0608'CAP.
 OT0608'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OT0608'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0637 ***********************************************************************
 QS0637  DESIGNATION -  D 428
 QS0637  PID         -  QS0637
 QS0637  STATE/COUNTY-  SD/CORSON
 QS0637  COUNTRY     -  US
 QS0637  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0637
 QS0637                         *CURRENT SURVEY CONTROL
 QS0637  ______________________________________________________________________
 QS0637* NAD 83(1986) POSITION- 45 40 48.     (N) 101 20 51.     (W)   SCALED
 QS0637* NAVD 88 ORTHO HEIGHT -   577.663 (meters)     1895.22  (feet) ADJUSTED
 QS0637  ______________________________________________________________________
 QS0637  GEOID HEIGHT    -        -20.526 (meters)                     GEOID18
 QS0637  DYNAMIC HEIGHT  -        577.599 (meters)     1895.01  (feet) COMP
 QS0637  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 QS0637
 QS0637  VERT ORDER      -  FIRST     CLASS II
 QS0637
 QS0637.The horizontal coordinates were scaled from a map and have
 QS0637.an estimated accuracy of +/- 6 seconds.
 QS0637
 QS0637.The orthometric height was determined by differential leveling and
 QS0637.adjusted by the NATIONAL GEODETIC SURVEY
 QS0637.in June 1991.
 QS0637
 QS0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0637.GEOID18 height accuracy estimate available here.
 QS0637
 QS0637.Click photographs - Photos may exist for this station.
 QS0637
 QS0637.The dynamic height is computed by dividing the NAVD 88
 QS0637.geopotential number by the normal gravity value computed on the
 QS0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0637.degrees latitude (g = 980.6199 gals.).
 QS0637
 QS0637.The modeled gravity was interpolated from observed gravity values.
 QS0637
 QS0637;                    North         East    Units  Estimated Accuracy
 QS0637;SPC SD N     -   206,090.      495,020.      MT  (+/- 180 meters Scaled)
 QS0637
 QS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR171611(NAD 83)
 QS0637
 QS0637                          SUPERSEDED SURVEY CONTROL
 QS0637
 QS0637.No superseded survey control is available for this station.
 QS0637
 QS0637_MARKER: I = METAL ROD
 QS0637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0637_STAMPING: D 428 1985
 QS0637_MARK LOGO: NGS
 QS0637_PROJECTION: FLUSH
 QS0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0637_ROD/PIPE-DEPTH: 11.0 meters
 QS0637
 QS0637  HISTORY     - Date     Condition        Report By
 QS0637  HISTORY     - 1985     MONUMENTED       NGS
 QS0637
 QS0637                          STATION DESCRIPTION
 QS0637
 QS0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0637'29.1 KM (18.1 MI) SOUTH FROM MCINTOSH.
 QS0637'29.1 KM (18.05 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0637'HIGHWAY 12 AT MCINTOSH, AT A WIRE GATE AND TRACK ROAD LEADING EAST,
 QS0637'0.16 KM (0.1 MI) SOUTH OF MILEPOST 214, 30.2 METERS (99.3 FT)
 QS0637'EAST-SOUTHEAST OF THE HIGHWAY CENTERLINE, 15.5 METERS (51 FT)
 QS0637'EAST-SOUTHEAST OF THE SOUTH END OF A 24-INCH PIPE CULVERT, 4.6 METERS
 QS0637'(15 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE WIRE GATE AND THE ROAD
 QS0637'AND 0.3 METER (1 FT) WEST-NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 QS0637'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0637'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0637'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0369 ***********************************************************************
 OU0369  DESIGNATION -  D 429
 OU0369  PID         -  OU0369
 OU0369  STATE/COUNTY-  SD/CUSTER
 OU0369  COUNTRY     -  US
 OU0369  USGS QUAD   -  DEWEY (2017)
 OU0369
 OU0369                         *CURRENT SURVEY CONTROL
 OU0369  ______________________________________________________________________
 OU0369* NAD 83(1986) POSITION- 43 30 14.     (N) 104 01 29.     (W)   SCALED
 OU0369* NAVD 88 ORTHO HEIGHT -  1126.913 (meters)     3697.21  (feet) ADJUSTED
 OU0369  ______________________________________________________________________
 OU0369  GEOID HEIGHT    -        -14.623 (meters)                     GEOID18
 OU0369  DYNAMIC HEIGHT  -       1126.445 (meters)     3695.68  (feet) COMP
 OU0369  MODELED GRAVITY -    980,164.7   (mgal)                       NAVD 88
 OU0369
 OU0369  VERT ORDER      -  FIRST     CLASS II
 OU0369
 OU0369.The horizontal coordinates were scaled from a map and have
 OU0369.an estimated accuracy of +/- 6 seconds.
 OU0369
 OU0369.The orthometric height was determined by differential leveling and
 OU0369.adjusted by the NATIONAL GEODETIC SURVEY
 OU0369.in June 1991.
 OU0369
 OU0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0369.GEOID18 height accuracy estimate available here.
 OU0369
 OU0369.Click photographs - Photos may exist for this station.
 OU0369
 OU0369.The dynamic height is computed by dividing the NAVD 88
 OU0369.geopotential number by the normal gravity value computed on the
 OU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0369.degrees latitude (g = 980.6199 gals.).
 OU0369
 OU0369.The modeled gravity was interpolated from observed gravity values.
 OU0369
 OU0369;                    North         East    Units  Estimated Accuracy
 OU0369;SPC SD S     -   136,670.      301,600.      MT  (+/- 180 meters Scaled)
 OU0369
 OU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ788172(NAD 83)
 OU0369
 OU0369                          SUPERSEDED SURVEY CONTROL
 OU0369
 OU0369.No superseded survey control is available for this station.
 OU0369
 OU0369_MARKER: I = METAL ROD
 OU0369_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0369_STAMPING: D 429 1985
 OU0369_MARK LOGO: NGS
 OU0369_PROJECTION: FLUSH
 OU0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0369_ROD/PIPE-DEPTH: 6.5 meters
 OU0369
 OU0369  HISTORY     - Date     Condition        Report By
 OU0369  HISTORY     - 1985     MONUMENTED       NGS
 OU0369
 OU0369                          STATION DESCRIPTION
 OU0369
 OU0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0369'29.9 KM (18.6 MI) NORTH FROM EDGEMONT.
 OU0369'29.95 KM (18.6 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OU0369'OVERPASS OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OU0369'EDGEMONT, 13.1 METERS (43 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 OU0369'26.6 METERS (87.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 OU0369'BURLINGTON NORTHERN RAILROAD, 8.2 METERS (27 FT) SOUTHEAST OF A
 OU0369'TELEGRAPH POLE.
 OU0369'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OU0369'THE MARK IS 0.5 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0648 ***********************************************************************
 OT0648  DESIGNATION -  D 430
 OT0648  PID         -  OT0648
 OT0648  STATE/COUNTY-  SD/FALL RIVER
 OT0648  COUNTRY     -  US
 OT0648  USGS QUAD   -  HOT SPRINGS (2017)
 OT0648
 OT0648                         *CURRENT SURVEY CONTROL
 OT0648  ______________________________________________________________________
 OT0648* NAD 83(1986) POSITION- 43 25 48.     (N) 103 29 21.     (W)   SCALED
 OT0648* NAVD 88 ORTHO HEIGHT -  1091.688 (meters)     3581.65  (feet) ADJUSTED
 OT0648  ______________________________________________________________________
 OT0648  GEOID HEIGHT    -        -15.518 (meters)                     GEOID18
 OT0648  DYNAMIC HEIGHT  -       1091.238 (meters)     3580.17  (feet) COMP
 OT0648  MODELED GRAVITY -    980,169.5   (mgal)                       NAVD 88
 OT0648
 OT0648  VERT ORDER      -  FIRST     CLASS II
 OT0648
 OT0648.The horizontal coordinates were scaled from a map and have
 OT0648.an estimated accuracy of +/- 6 seconds.
 OT0648
 OT0648.The orthometric height was determined by differential leveling and
 OT0648.adjusted by the NATIONAL GEODETIC SURVEY
 OT0648.in June 1991.
 OT0648
 OT0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0648.GEOID18 height accuracy estimate available here.
 OT0648
 OT0648.Click photographs - Photos may exist for this station.
 OT0648
 OT0648.The dynamic height is computed by dividing the NAVD 88
 OT0648.geopotential number by the normal gravity value computed on the
 OT0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0648.degrees latitude (g = 980.6199 gals.).
 OT0648
 OT0648.The modeled gravity was interpolated from observed gravity values.
 OT0648
 OT0648;                    North         East    Units  Estimated Accuracy
 OT0648;SPC SD S     -   126,680.      344,560.      MT  (+/- 180 meters Scaled)
 OT0648
 OT0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ222096(NAD 83)
 OT0648
 OT0648                          SUPERSEDED SURVEY CONTROL
 OT0648
 OT0648.No superseded survey control is available for this station.
 OT0648
 OT0648_MARKER: I = METAL ROD
 OT0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0648_STAMPING: D 430 1985
 OT0648_MARK LOGO: NGS
 OT0648_PROJECTION: FLUSH
 OT0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0648_ROD/PIPE-DEPTH: 3.9 meters
 OT0648
 OT0648  HISTORY     - Date     Condition        Report By
 OT0648  HISTORY     - 1985     MONUMENTED       NGS
 OT0648
 OT0648                          STATION DESCRIPTION
 OT0648
 OT0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0648'1.2 KM (0.75 MI) WEST FROM HOT SPRINGS.
 OT0648'1.2 KM (0.75 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US
 OT0648'HIGHWAY 385 AT HOT SPRINGS, IN THE NORTHWEST CORNER OF THE T JUNCTION
 OT0648'OF 22 STREET NORTH, 12.3 METERS (40.5 FT) NORTH OF THE HIGHWAY
 OT0648'CENTERLINE, 11.7 METERS (38.5 FT) WEST OF THE CENTER OF THE STREET,
 OT0648'17.3 METERS (56.5 FT) EAST OF THE EAST END OF A GATE FOR THE ENTRANCE
 OT0648'TO THE US DEPARTMENT OF FORESTRY YARD, 0.7 METER (2.5 FT) SOUTHWEST OF
 OT0648'THE SOUTHEAST CORNER OF THE FENCE AROUND THE YARD AND 0.5 METER (1.5
 OT0648'FT) SOUTH OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0648'5-INCH LOGO CAP.
 OT0648'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0648'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0673 ***********************************************************************
 OT0673  DESIGNATION -  D 431
 OT0673  PID         -  OT0673
 OT0673  STATE/COUNTY-  SD/CUSTER
 OT0673  COUNTRY     -  US
 OT0673  USGS QUAD   -  HERMOSA (2017)
 OT0673
 OT0673                         *CURRENT SURVEY CONTROL
 OT0673  ______________________________________________________________________
 OT0673* NAD 83(1986) POSITION- 43 46 19.     (N) 103 13 08.     (W)   SCALED
 OT0673* NAVD 88 ORTHO HEIGHT -  1071.723 (meters)     3516.14  (feet) ADJUSTED
 OT0673  ______________________________________________________________________
 OT0673  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 OT0673  DYNAMIC HEIGHT  -       1071.307 (meters)     3514.78  (feet) COMP
 OT0673  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 OT0673
 OT0673  VERT ORDER      -  FIRST     CLASS II
 OT0673
 OT0673.The horizontal coordinates were scaled from a map and have
 OT0673.an estimated accuracy of +/- 6 seconds.
 OT0673
 OT0673.The orthometric height was determined by differential leveling and
 OT0673.adjusted by the NATIONAL GEODETIC SURVEY
 OT0673.in June 1991.
 OT0673
 OT0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0673.GEOID18 height accuracy estimate available here.
 OT0673
 OT0673.Click photographs - Photos may exist for this station.
 OT0673
 OT0673.The dynamic height is computed by dividing the NAVD 88
 OT0673.geopotential number by the normal gravity value computed on the
 OT0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0673.degrees latitude (g = 980.6199 gals.).
 OT0673
 OT0673.The modeled gravity was interpolated from observed gravity values.
 OT0673
 OT0673;                    North         East    Units  Estimated Accuracy
 OT0673;SPC SD S     -   163,850.      367,740.      MT  (+/- 180 meters Scaled)
 OT0673
 OT0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ433480(NAD 83)
 OT0673
 OT0673                          SUPERSEDED SURVEY CONTROL
 OT0673
 OT0673.No superseded survey control is available for this station.
 OT0673
 OT0673_MARKER: DV = VERTICAL CONTROL DISK
 OT0673_SETTING: 66 = SET IN ROCK OUTCROP
 OT0673_STAMPING: D 431 1985
 OT0673_MARK LOGO: NGS
 OT0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0673+STABILITY: POSITION/ELEVATION WELL
 OT0673
 OT0673  HISTORY     - Date     Condition        Report By
 OT0673  HISTORY     - 1985     MONUMENTED       NGS
 OT0673
 OT0673                          STATION DESCRIPTION
 OT0673
 OT0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0673'8.0 KM (5.0 MI) SOUTH FROM HERMOSA.
 OT0673'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0673'STATE HIGHWAY 40 EAST AT HERMOSA, IN TOP OF AND 0.5 METER (1.5 FT)
 OT0673'NORTH OF THE SOUTH END OF A 4- BY 20-FOOT PORTION OF BEDROCK, 0.75 KM
 OT0673'(0.45 MI) SOUTH OF MILEPOST 56, 23.2 METERS (76 FT) EAST OF THE
 OT0673'HIGHWAY CENTERLINE AND 7.2 METERS (23.5 FT) WEST OF THE RIGHT-OF-WAY
 OT0673'FENCE.
 OT0673'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0673'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0645 ***********************************************************************
 OS0645  DESIGNATION -  D 432
 OS0645  PID         -  OS0645
 OS0645  STATE/COUNTY-  SD/JACKSON
 OS0645  COUNTRY     -  US
 OS0645  USGS QUAD   -  STAMFORD NW (2017)
 OS0645
 OS0645                         *CURRENT SURVEY CONTROL
 OS0645  ______________________________________________________________________
 OS0645* NAD 83(1986) POSITION- 43 53 45.     (N) 101 08 40.     (W)   SCALED
 OS0645* NAVD 88 ORTHO HEIGHT -   699.169 (meters)     2293.86  (feet) ADJUSTED
 OS0645  ______________________________________________________________________
 OS0645  GEOID HEIGHT    -        -22.977 (meters)                     GEOID18
 OS0645  DYNAMIC HEIGHT  -        698.940 (meters)     2293.11  (feet) COMP
 OS0645  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OS0645
 OS0645  VERT ORDER      -  FIRST     CLASS II
 OS0645
 OS0645.The horizontal coordinates were scaled from a map and have
 OS0645.an estimated accuracy of +/- 6 seconds.
 OS0645
 OS0645.The orthometric height was determined by differential leveling and
 OS0645.adjusted by the NATIONAL GEODETIC SURVEY
 OS0645.in June 1991.
 OS0645
 OS0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0645.GEOID18 height accuracy estimate available here.
 OS0645
 OS0645.Click photographs - Photos may exist for this station.
 OS0645
 OS0645.The dynamic height is computed by dividing the NAVD 88
 OS0645.geopotential number by the normal gravity value computed on the
 OS0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0645.degrees latitude (g = 980.6199 gals.).
 OS0645
 OS0645.The modeled gravity was interpolated from observed gravity values.
 OS0645
 OS0645;                    North         East    Units  Estimated Accuracy
 OS0645;SPC SD S     -   173,900.      534,840.      MT  (+/- 180 meters Scaled)
 OS0645
 OS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP277625(NAD 83)
 OS0645
 OS0645                          SUPERSEDED SURVEY CONTROL
 OS0645
 OS0645.No superseded survey control is available for this station.
 OS0645
 OS0645_MARKER: I = METAL ROD
 OS0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0645_STAMPING: D 432 1985
 OS0645_MARK LOGO: NGS
 OS0645_PROJECTION: FLUSH
 OS0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0645+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 OS0645_ROD/PIPE-DEPTH: 5.2 meters
 OS0645
 OS0645  HISTORY     - Date     Condition        Report By
 OS0645  HISTORY     - 1985     MONUMENTED       NGS
 OS0645  HISTORY     - 20120605 GOOD             INDIV
 OS0645
 OS0645                          STATION DESCRIPTION
 OS0645
 OS0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0645'14.3 KM (8.9 MI) NE FROM BELVIDERE.
 OS0645'0.69 KM (0.43 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0645'BELVIDERE, THENCE 11.76 KM (7.31 MI) EAST ALONG THE I 90 SERVICE ROAD,
 OS0645'THENCE 1.87 KM (1.16 MI) NORTH ALONG STATE HIGHWAY 63, ALSO 19.98 KM
 OS0645'(12.41 MI) SOUTH OF MIDLAND, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 OS0645'OF A TRACK ROAD LEADING WEST, 0.21 KM (0.13 MI) NORTH OF THE JUNCTION
 OS0645'OF A GRAVEL ROAD, 0.78 KM (0.48 MI) SOUTH OF MILEPOST 85, 30.2 METERS
 OS0645'(99 FT) WEST OF THE HIGHWAY CENTERLINE, 7.0 METERS (23 FT) SOUTH OF
 OS0645'THE CENTER OF THE TRACK ROAD AND 0.3 METER (1 FT) EAST OF THE
 OS0645'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OS0645'5-INCH LOGO CAP.
 OS0645'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OS0645'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OS0645
 OS0645                          STATION RECOVERY (2012)
 OS0645
 OS0645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0927 ***********************************************************************
 PT0927  DESIGNATION -  D 433
 PT0927  PID         -  PT0927
 PT0927  STATE/COUNTY-  SD/STANLEY
 PT0927  COUNTRY     -  US
 PT0927  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0927
 PT0927                         *CURRENT SURVEY CONTROL
 PT0927  ______________________________________________________________________
 PT0927* NAD 83(1986) POSITION- 44 29 16.     (N) 101 08 10.     (W)   SCALED
 PT0927* NAVD 88 ORTHO HEIGHT -   685.322 (meters)     2248.43  (feet) ADJUSTED
 PT0927  ______________________________________________________________________
 PT0927  GEOID HEIGHT    -        -22.116 (meters)                     GEOID18
 PT0927  DYNAMIC HEIGHT  -        685.154 (meters)     2247.88  (feet) COMP
 PT0927  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 PT0927
 PT0927  VERT ORDER      -  FIRST     CLASS II
 PT0927
 PT0927.The horizontal coordinates were scaled from a map and have
 PT0927.an estimated accuracy of +/- 6 seconds.
 PT0927
 PT0927.The orthometric height was determined by differential leveling and
 PT0927.adjusted by the NATIONAL GEODETIC SURVEY
 PT0927.in June 1991.
 PT0927
 PT0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0927.GEOID18 height accuracy estimate available here.
 PT0927
 PT0927.Click photographs - Photos may exist for this station.
 PT0927
 PT0927.The dynamic height is computed by dividing the NAVD 88
 PT0927.geopotential number by the normal gravity value computed on the
 PT0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0927.degrees latitude (g = 980.6199 gals.).
 PT0927
 PT0927.The modeled gravity was interpolated from observed gravity values.
 PT0927
 PT0927;                    North         East    Units  Estimated Accuracy
 PT0927;SPC SD S     -   239,660.      536,140.      MT  (+/- 180 meters Scaled)
 PT0927
 PT0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ301282(NAD 83)
 PT0927
 PT0927                          SUPERSEDED SURVEY CONTROL
 PT0927
 PT0927.No superseded survey control is available for this station.
 PT0927
 PT0927_MARKER: I = METAL ROD
 PT0927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0927_STAMPING: D 433 1985
 PT0927_MARK LOGO: NGS
 PT0927_PROJECTION: FLUSH
 PT0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0927+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 PT0927_ROD/PIPE-DEPTH: 9.4 meters
 PT0927
 PT0927  HISTORY     - Date     Condition        Report By
 PT0927  HISTORY     - 1985     MONUMENTED       NGS
 PT0927  HISTORY     - 20110401 GOOD             INDIV
 PT0927
 PT0927                          STATION DESCRIPTION
 PT0927
 PT0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0927'48.5 KM (30.15 MI) NORTH FROM MIDLAND.
 PT0927'48.46 KM (30.12 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0927'FROM THEIR JUNCTION AT MIDLAND, IN THE SOUTHWEST CORNER OF THE T
 PT0927'JUNCTION OF A TRACK ROAD LEADING WEST, 0.36 KM (0.22 MI) SOUTH OF THE
 PT0927'T JUNCTION OF A GRAVEL DRIVE LEADING EAST TO A RANCH, 0.11 KM (0.07
 PT0927'MI) NORTH OF MILEPOST 127, 42.8 METERS (140.5 FT) WEST OF THE HIGHWAY
 PT0927'CENTERLINE, 4.9 METERS (16 FT) SOUTH OF THE CENTER OF THE ROAD, 54.6
 PT0927'METERS (179 FT) NORTHWEST OF THE WEST END OF A 36-INCH PIPE CULVERT,
 PT0927'27.7 METERS (91 FT) WEST OF A POWER POLE AND 0.3 METER (1 FT) SOUTH OF
 PT0927'AN EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PT0927'5-INCH LOGO CAP.
 PT0927'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0927'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0927
 PT0927                          STATION RECOVERY (2011)
 PT0927
 PT0927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0658 ***********************************************************************
 OS0658  DESIGNATION -  D 434
 OS0658  PID         -  OS0658
 OS0658  STATE/COUNTY-  SD/JONES
 OS0658  COUNTRY     -  US
 OS0658  USGS QUAD   -  OKATON (2017)
 OS0658
 OS0658                         *CURRENT SURVEY CONTROL
 OS0658  ______________________________________________________________________
 OS0658* NAD 83(1986) POSITION- 43 53 37.     (N) 100 56 50.     (W)   SCALED
 OS0658* NAVD 88 ORTHO HEIGHT -   688.498 (meters)     2258.85  (feet) ADJUSTED
 OS0658  ______________________________________________________________________
 OS0658  GEOID HEIGHT    -        -23.533 (meters)                     GEOID18
 OS0658  DYNAMIC HEIGHT  -        688.269 (meters)     2258.10  (feet) COMP
 OS0658  MODELED GRAVITY -    980,263.9   (mgal)                       NAVD 88
 OS0658
 OS0658  VERT ORDER      -  FIRST     CLASS II
 OS0658
 OS0658.The horizontal coordinates were scaled from a map and have
 OS0658.an estimated accuracy of +/- 6 seconds.
 OS0658
 OS0658.The orthometric height was determined by differential leveling and
 OS0658.adjusted by the NATIONAL GEODETIC SURVEY
 OS0658.in June 1991.
 OS0658
 OS0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0658.GEOID18 height accuracy estimate available here.
 OS0658
 OS0658.Click photographs - Photos may exist for this station.
 OS0658
 OS0658.The dynamic height is computed by dividing the NAVD 88
 OS0658.geopotential number by the normal gravity value computed on the
 OS0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0658.degrees latitude (g = 980.6199 gals.).
 OS0658
 OS0658.The modeled gravity was interpolated from observed gravity values.
 OS0658
 OS0658;                    North         East    Units  Estimated Accuracy
 OS0658;SPC SD S     -   173,520.      550,680.      MT  (+/- 180 meters Scaled)
 OS0658
 OS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP436618(NAD 83)
 OS0658
 OS0658                          SUPERSEDED SURVEY CONTROL
 OS0658
 OS0658.No superseded survey control is available for this station.
 OS0658
 OS0658_MARKER: I = METAL ROD
 OS0658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0658_STAMPING: D 434 1985
 OS0658_MARK LOGO: NGS
 OS0658_PROJECTION: FLUSH
 OS0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0658_ROD/PIPE-DEPTH: 5.5 meters
 OS0658
 OS0658  HISTORY     - Date     Condition        Report By
 OS0658  HISTORY     - 1985     MONUMENTED       NGS
 OS0658
 OS0658                          STATION DESCRIPTION
 OS0658
 OS0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0658'4.8 KM (3.0 MI) WEST FROM OKATON.
 OS0658'4.81 KM (2.99 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0658'OF I 90 EXIT 183 AT OKATON, AT THE EAST END OF A LONG TALL CUT, 0.18
 OS0658'KM (0.11 MI) WEST OF THE JUNCTION OF A GRAVEL ROAD, 29.9 METERS (98
 OS0658'FT) SOUTH OF THE CENTER OF THE ROAD, 115.8 METERS (380 FT) WEST OF THE
 OS0658'SOUTH END OF A 60-INCH CONCRETE PIPE CULVERT, 86.6 METERS (284 FT)
 OS0658'EAST OF A T JUNCTION POWER POLE AT THE SOUTH END OF A POWER LINE
 OS0658'CROSSING AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 OS0658'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0658'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0658'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0698 ***********************************************************************
 OT0698  DESIGNATION -  D 435
 OT0698  PID         -  OT0698
 OT0698  STATE/COUNTY-  SD/PENNINGTON
 OT0698  COUNTRY     -  US
 OT0698  USGS QUAD   -  CRESTON (2017)
 OT0698
 OT0698                         *CURRENT SURVEY CONTROL
 OT0698  ______________________________________________________________________
 OT0698* NAD 83(1986) POSITION- 43 54 05.     (N) 102 39 56.     (W)   SCALED
 OT0698* NAVD 88 ORTHO HEIGHT -   751.018 (meters)     2463.96  (feet) ADJUSTED
 OT0698  ______________________________________________________________________
 OT0698  GEOID HEIGHT    -        -17.860 (meters)                     GEOID18
 OT0698  DYNAMIC HEIGHT  -        750.787 (meters)     2463.21  (feet) COMP
 OT0698  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 OT0698
 OT0698  VERT ORDER      -  FIRST     CLASS II
 OT0698
 OT0698.The horizontal coordinates were scaled from a map and have
 OT0698.an estimated accuracy of +/- 6 seconds.
 OT0698
 OT0698.The orthometric height was determined by differential leveling and
 OT0698.adjusted by the NATIONAL GEODETIC SURVEY
 OT0698.in June 1991.
 OT0698
 OT0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0698.GEOID18 height accuracy estimate available here.
 OT0698
 OT0698.Click photographs - Photos may exist for this station.
 OT0698
 OT0698.The dynamic height is computed by dividing the NAVD 88
 OT0698.geopotential number by the normal gravity value computed on the
 OT0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0698.degrees latitude (g = 980.6199 gals.).
 OT0698
 OT0698.The modeled gravity was interpolated from observed gravity values.
 OT0698
 OT0698;                    North         East    Units  Estimated Accuracy
 OT0698;SPC SD S     -   176,830.      412,670.      MT  (+/- 180 meters Scaled)
 OT0698
 OT0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ874635(NAD 83)
 OT0698
 OT0698                          SUPERSEDED SURVEY CONTROL
 OT0698
 OT0698.No superseded survey control is available for this station.
 OT0698
 OT0698_MARKER: I = METAL ROD
 OT0698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0698_STAMPING: D 435 1985
 OT0698_MARK LOGO: NGS
 OT0698_PROJECTION: FLUSH
 OT0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0698+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OT0698_ROD/PIPE-DEPTH: 9.7 meters
 OT0698
 OT0698  HISTORY     - Date     Condition        Report By
 OT0698  HISTORY     - 1985     MONUMENTED       NGS
 OT0698  HISTORY     - 20120725 GOOD             INDIV
 OT0698
 OT0698                          STATION DESCRIPTION
 OT0698
 OT0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0698'17.1 KM (10.6 MI) NW FROM SCENIC.
 OT0698'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0698'IN SCENIC, THENCE 16.4 KM (10.25 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0698'1.75 KM (1.1 MI) WEST OF THE NORTHWEST END OF THE BRIDGE OVER THE
 OT0698'CHEYENNE RIVER, 0.2 KM (0.1 MI) EAST OF MILEPOST 77, 29.7 METERS (97.5
 OT0698'FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.6 METERS (8.5 FT) WEST OF THE
 OT0698'WEST END OF A WIRE GATE AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY
 OT0698'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0698'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0698'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0698
 OT0698                          STATION RECOVERY (2012)
 OT0698
 OT0698'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0722 ***********************************************************************
 OT0722  DESIGNATION -  D 436
 OT0722  PID         -  OT0722
 OT0722  STATE/COUNTY-  SD/PENNINGTON
 OT0722  COUNTRY     -  US
 OT0722  USGS QUAD   -  CONATA NE (2017)
 OT0722
 OT0722                         *CURRENT SURVEY CONTROL
 OT0722  ______________________________________________________________________
 OT0722* NAD 83(1986) POSITION- 43 42 31.     (N) 102 03 55.     (W)   SCALED
 OT0722* NAVD 88 ORTHO HEIGHT -   729.148 (meters)     2392.21  (feet) ADJUSTED
 OT0722  ______________________________________________________________________
 OT0722  GEOID HEIGHT    -        -19.634 (meters)                     GEOID18
 OT0722  DYNAMIC HEIGHT  -        728.915 (meters)     2391.45  (feet) COMP
 OT0722  MODELED GRAVITY -    980,275.3   (mgal)                       NAVD 88
 OT0722
 OT0722  VERT ORDER      -  FIRST     CLASS II
 OT0722
 OT0722.The horizontal coordinates were scaled from a map and have
 OT0722.an estimated accuracy of +/- 6 seconds.
 OT0722
 OT0722.The orthometric height was determined by differential leveling and
 OT0722.adjusted by the NATIONAL GEODETIC SURVEY
 OT0722.in June 1991.
 OT0722
 OT0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0722.GEOID18 height accuracy estimate available here.
 OT0722
 OT0722.Click photographs - Photos may exist for this station.
 OT0722
 OT0722.The dynamic height is computed by dividing the NAVD 88
 OT0722.geopotential number by the normal gravity value computed on the
 OT0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0722.degrees latitude (g = 980.6199 gals.).
 OT0722
 OT0722.The modeled gravity was interpolated from observed gravity values.
 OT0722
 OT0722;                    North         East    Units  Estimated Accuracy
 OT0722;SPC SD S     -   154,240.      460,430.      MT  (+/- 180 meters Scaled)
 OT0722
 OT0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ364436(NAD 83)
 OT0722
 OT0722                          SUPERSEDED SURVEY CONTROL
 OT0722
 OT0722.No superseded survey control is available for this station.
 OT0722
 OT0722_MARKER: I = METAL ROD
 OT0722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0722+WITH SETTING: INFORMATION.
 OT0722_STAMPING: D 436 1985
 OT0722_MARK LOGO: NGS
 OT0722_PROJECTION: FLUSH
 OT0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0722_ROD/PIPE-DEPTH: 3.0 meters
 OT0722
 OT0722  HISTORY     - Date     Condition        Report By
 OT0722  HISTORY     - 1985     MONUMENTED       NGS
 OT0722
 OT0722                          STATION DESCRIPTION
 OT0722
 OT0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0722'7.6 KM (4.7 MI) WEST FROM INTERIOR.
 OT0722'7.6 KM (4.75 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0722'STATE HIGHWAY 377 IN INTERIOR, 4.15 KM (2.6 MI) WEST OF THE
 OT0722'PENNINGTON-JACKSON COUNTY LINE, 0.4 KM (0.25 MI) EAST OF THE T
 OT0722'JUNCTION OF THE WALT KRAUSE RANCH ROAD LEADING SOUTH, 23.8 METERS (78
 OT0722'FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.5 METERS (11.5 FT) EAST OF THE
 OT0722'WEST END OF 4-WOODEN BRACED RIGHT-OF-WAY FENCE POSTS AND 0.3 METER (1
 OT0722'FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OT0722'HAD THROUGH A 5-INCH LOGO CAP.
 OT0722'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0722'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0596 ***********************************************************************
 QS0596  DESIGNATION -  D 438
 QS0596  PID         -  QS0596
 QS0596  STATE/COUNTY-  SD/ZIEBACH
 QS0596  COUNTRY     -  US
 QS0596  USGS QUAD   -  DUPREE (2017)
 QS0596
 QS0596                         *CURRENT SURVEY CONTROL
 QS0596  ______________________________________________________________________
 QS0596* NAD 83(1986) POSITION- 45 06 39.     (N) 101 34 11.     (W)   SCALED
 QS0596* NAVD 88 ORTHO HEIGHT -   742.337 (meters)     2435.48  (feet) ADJUSTED
 QS0596  ______________________________________________________________________
 QS0596  GEOID HEIGHT    -        -20.552 (meters)                     GEOID18
 QS0596  DYNAMIC HEIGHT  -        742.196 (meters)     2435.02  (feet) COMP
 QS0596  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 QS0596
 QS0596  VERT ORDER      -  FIRST     CLASS II
 QS0596
 QS0596.The horizontal coordinates were scaled from a map and have
 QS0596.an estimated accuracy of +/- 6 seconds.
 QS0596
 QS0596.The orthometric height was determined by differential leveling and
 QS0596.adjusted by the NATIONAL GEODETIC SURVEY
 QS0596.in June 1991.
 QS0596
 QS0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0596.GEOID18 height accuracy estimate available here.
 QS0596
 QS0596.Click photographs - Photos may exist for this station.
 QS0596
 QS0596.The dynamic height is computed by dividing the NAVD 88
 QS0596.geopotential number by the normal gravity value computed on the
 QS0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0596.degrees latitude (g = 980.6199 gals.).
 QS0596
 QS0596.The modeled gravity was interpolated from observed gravity values.
 QS0596
 QS0596;                    North         East    Units  Estimated Accuracy
 QS0596;SPC SD N     -   143,160.      476,490.      MT  (+/- 180 meters Scaled)
 QS0596
 QS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ978984(NAD 83)
 QS0596
 QS0596                          SUPERSEDED SURVEY CONTROL
 QS0596
 QS0596.No superseded survey control is available for this station.
 QS0596
 QS0596_MARKER: I = METAL ROD
 QS0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0596_STAMPING: D 438 1985
 QS0596_MARK LOGO: NGS
 QS0596_PROJECTION: FLUSH
 QS0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0596+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0596_ROD/PIPE-DEPTH: 6.1 meters
 QS0596
 QS0596  HISTORY     - Date     Condition        Report By
 QS0596  HISTORY     - 1985     MONUMENTED       NGS
 QS0596  HISTORY     - 20120724 GOOD             INDIV
 QS0596
 QS0596                          STATION DESCRIPTION
 QS0596
 QS0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0596'9.5 KM (5.9 MI) NORTH FROM DUPREE.
 QS0596'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0596'STREET AT DUPREE, THENCE 6.58 KM (4.09 MI) NORTH ALONG STATE HIGHWAY
 QS0596'65, IN THE NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE
 QS0596'ROAD, 0.09 KM (0.06 MI) NORTH OF MILEPOST 168, 125.3 METERS (411 FT)
 QS0596'WEST OF THE HIGHWAY CENTERLINE, 11.0 METERS (36 FT) NORTH OF THE
 QS0596'CENTER OF THE ROAD, 11.6 METERS (38 FT) EAST OF THE CENTER OF A GRAVEL
 QS0596'DRIVE LEADING NORTH TO A RANCH HOUSE, 31.4 METERS (103 FT)
 QS0596'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 1.7 METERS
 QS0596'(5.5 FT) SOUTH OF AN EAST-WEST FENCE, 0.8 METER (2.5 FT) EAST OF A T
 QS0596'JUNCTION POWER POLE WITH ONE TRANSFORMER.  NOTE--ACCESS TO DATUM POINT
 QS0596'IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0596'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0596'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QS0596
 QS0596                          STATION RECOVERY (2012)
 QS0596
 QS0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0038 ***********************************************************************
 OR0038  DESIGNATION -  D 44
 OR0038  PID         -  OR0038
 OR0038  STATE/COUNTY-  SD/DAVISON
 OR0038  COUNTRY     -  US
 OR0038  USGS QUAD   -  LOOMIS (2017)
 OR0038
 OR0038                         *CURRENT SURVEY CONTROL
 OR0038  ______________________________________________________________________
 OR0038* NAD 83(1986) POSITION- 43 47 17.     (N) 098 05 49.     (W)   SCALED
 OR0038* NAVD 88 ORTHO HEIGHT -   398.184 (meters)     1306.38  (feet) ADJUSTED
 OR0038  ______________________________________________________________________
 OR0038  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 OR0038  DYNAMIC HEIGHT  -        398.090 (meters)     1306.07  (feet) COMP
 OR0038  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 OR0038
 OR0038  VERT ORDER      -  FIRST     CLASS II
 OR0038
 OR0038.The horizontal coordinates were scaled from a map and have
 OR0038.an estimated accuracy of +/- 6 seconds.
 OR0038
 OR0038.The orthometric height was determined by differential leveling and
 OR0038.adjusted by the NATIONAL GEODETIC SURVEY
 OR0038.in June 1991.
 OR0038
 OR0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0038.GEOID18 height accuracy estimate available here.
 OR0038
 OR0038.Click photographs - Photos may exist for this station.
 OR0038
 OR0038.The dynamic height is computed by dividing the NAVD 88
 OR0038.geopotential number by the normal gravity value computed on the
 OR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0038.degrees latitude (g = 980.6199 gals.).
 OR0038
 OR0038.The modeled gravity was interpolated from observed gravity values.
 OR0038
 OR0038;                    North         East    Units  Estimated Accuracy
 OR0038;SPC SD S     -   164,030.      779,970.      MT  (+/- 180 meters Scaled)
 OR0038
 OR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP726487(NAD 83)
 OR0038
 OR0038                          SUPERSEDED SURVEY CONTROL
 OR0038
 OR0038  NGVD 29 (??/??/92)  397.888  (m)         1305.40   (f) ADJ UNCH    1 2
 OR0038
 OR0038.Superseded values are not recommended for survey control.
 OR0038
 OR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0038.See file dsdata.pdf to determine how the superseded data were derived.
 OR0038
 OR0038_MARKER: DB = BENCH MARK DISK
 OR0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0038_STAMPING: D 44 1934
 OR0038_MARK LOGO: CGS
 OR0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0038+STABILITY: SURFACE MOTION
 OR0038
 OR0038  HISTORY     - Date     Condition        Report By
 OR0038  HISTORY     - 1934     MONUMENTED       CGS
 OR0038  HISTORY     - 1964     GOOD             CGS
 OR0038  HISTORY     - 20120124 MARK NOT FOUND   INDIV
 OR0038
 OR0038                          STATION DESCRIPTION
 OR0038
 OR0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0038'7.4 MI N FROM MITCHELL.
 OR0038'7.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0038'PACIFIC RAILROAD FROM THE FEDERAL BUILDING AT MITCHELL,
 OR0038'DAVISON COUNTY, AT THE FIRST ROAD CROSSING SOUTHEAST OF
 OR0038'LOOMIS, FROM A POINT ON THE NE RAIL WHICH IS 180 FT SE OF THE
 OR0038'CENTERLINE OF E - W GRAVEL ROAD, THE MARK IS 39.15 FT. NE
 OR0038'OF THE NE RAIL, 138 FT S OF THE CENTERLINE OF THE GRAVEL ROAD,
 OR0038'67.1 FT NW OF TELEPHONE POLE (MILEPOST 657), 1.5 FT SW OF
 OR0038'WITNESS POST PLAQUE ON STEEL POST.  A STANDARD DISK, STAMPED
 OR0038'D 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OR0038
 OR0038                          STATION RECOVERY (2012)
 OR0038
 OR0038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1979 ***********************************************************************
 NM1979  DESIGNATION -  D 447
 NM1979  PID         -  NM1979
 NM1979  STATE/COUNTY-  SD/UNION
 NM1979  COUNTRY     -  US
 NM1979  USGS QUAD   -  ALSEN (2017)
 NM1979
 NM1979                         *CURRENT SURVEY CONTROL
 NM1979  ______________________________________________________________________
 NM1979* NAD 83(1986) POSITION- 42 55 28.     (N) 096 47 39.     (W)   SCALED
 NM1979* NAVD 88 ORTHO HEIGHT -   411.318 (meters)     1349.47  (feet) ADJUSTED
 NM1979  ______________________________________________________________________
 NM1979  GEOID HEIGHT    -        -25.541 (meters)                     GEOID18
 NM1979  DYNAMIC HEIGHT  -        411.209 (meters)     1349.11  (feet) COMP
 NM1979  MODELED GRAVITY -    980,343.9   (mgal)                       NAVD 88
 NM1979
 NM1979  VERT ORDER      -  FIRST     CLASS II
 NM1979
 NM1979.The horizontal coordinates were scaled from a map and have
 NM1979.an estimated accuracy of +/- 6 seconds.
 NM1979
 NM1979.The orthometric height was determined by differential leveling and
 NM1979.adjusted by the NATIONAL GEODETIC SURVEY
 NM1979.in June 1991.
 NM1979
 NM1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1979.GEOID18 height accuracy estimate available here.
 NM1979
 NM1979.Click photographs - Photos may exist for this station.
 NM1979
 NM1979.The dynamic height is computed by dividing the NAVD 88
 NM1979.geopotential number by the normal gravity value computed on the
 NM1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1979.degrees latitude (g = 980.6199 gals.).
 NM1979
 NM1979.The modeled gravity was interpolated from observed gravity values.
 NM1979
 NM1979;                    North         East    Units  Estimated Accuracy
 NM1979;SPC SD S     -    71,820.      888,850.      MT  (+/- 180 meters Scaled)
 NM1979
 NM1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN800547(NAD 83)
 NM1979
 NM1979                          SUPERSEDED SURVEY CONTROL
 NM1979
 NM1979.No superseded survey control is available for this station.
 NM1979
 NM1979_MARKER: I = METAL ROD
 NM1979_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1979_STAMPING: D 447 1990
 NM1979_MARK LOGO: NGS
 NM1979_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1979_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1979+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2012
 NM1979_ROD/PIPE-DEPTH: 14.0 meters
 NM1979_SLEEVE-DEPTH  : 0.9 meters
 NM1979
 NM1979  HISTORY     - Date     Condition        Report By
 NM1979  HISTORY     - 1990     MONUMENTED       NGS
 NM1979  HISTORY     - 20120527 GOOD             INDIV
 NM1979
 NM1979                          STATION DESCRIPTION
 NM1979
 NM1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1979'15.4 KM (9.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1979'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.5 KM (0.3 MI)
 NM1979'NORTH OF MILEPOST 36, 72.8 M (238.8 FT) (SLOPE MEASUREMENT) EAST OF
 NM1979'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.5 M (34.4
 NM1979'FT) ABOVE THE LEVEL OF THE HIGHWAY, 5.5 M (18.0 FT) SOUTH OF THE MOST
 NM1979'SOUTHERLY 1 OF 2 T-FENCE CORNERS, AND 0.5 M (1.6 FT) WEST OF A
 NM1979'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1979'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A
 NM1979'CLASS A MONUMENT.
 NM1979
 NM1979                          STATION RECOVERY (2012)
 NM1979
 NM1979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1979'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0984 ***********************************************************************
 OQ0984  DESIGNATION -  D 448
 OQ0984  PID         -  OQ0984
 OQ0984  STATE/COUNTY-  SD/LINCOLN
 OQ0984  COUNTRY     -  US
 OQ0984  USGS QUAD   -  TEA (2017)
 OQ0984
 OQ0984                         *CURRENT SURVEY CONTROL
 OQ0984  ______________________________________________________________________
 OQ0984* NAD 83(1986) POSITION- 43 28 32.     (N) 096 47 45.     (W)   SCALED
 OQ0984* NAVD 88 ORTHO HEIGHT -   462.356 (meters)     1516.91  (feet) ADJUSTED
 OQ0984  ______________________________________________________________________
 OQ0984  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 OQ0984  DYNAMIC HEIGHT  -        462.231 (meters)     1516.50  (feet) COMP
 OQ0984  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 OQ0984
 OQ0984  VERT ORDER      -  FIRST     CLASS II
 OQ0984
 OQ0984.The horizontal coordinates were scaled from a map and have
 OQ0984.an estimated accuracy of +/- 6 seconds.
 OQ0984
 OQ0984.The orthometric height was determined by differential leveling and
 OQ0984.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0984.in June 1991.
 OQ0984
 OQ0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0984.GEOID18 height accuracy estimate available here.
 OQ0984
 OQ0984.Click photographs - Photos may exist for this station.
 OQ0984
 OQ0984.The dynamic height is computed by dividing the NAVD 88
 OQ0984.geopotential number by the normal gravity value computed on the
 OQ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0984.degrees latitude (g = 980.6199 gals.).
 OQ0984
 OQ0984.The modeled gravity was interpolated from observed gravity values.
 OQ0984
 OQ0984;                    North         East    Units  Estimated Accuracy
 OQ0984;SPC SD S     -   132,980.      886,100.      MT  (+/- 180 meters Scaled)
 OQ0984
 OQ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP782159(NAD 83)
 OQ0984
 OQ0984                          SUPERSEDED SURVEY CONTROL
 OQ0984
 OQ0984.No superseded survey control is available for this station.
 OQ0984
 OQ0984_MARKER: I = METAL ROD
 OQ0984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0984_STAMPING: D 448 1990
 OQ0984_MARK LOGO: NGS
 OQ0984_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0984_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0984+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0984_ROD/PIPE-DEPTH: 7.9 meters
 OQ0984_SLEEVE-DEPTH  : 0.9 meters
 OQ0984
 OQ0984  HISTORY     - Date     Condition        Report By
 OQ0984  HISTORY     - 1990     MONUMENTED       NGS
 OQ0984  HISTORY     - 20060131 POOR             INDIV
 OQ0984  HISTORY     - 20110302 POOR             INDIV
 OQ0984
 OQ0984                          STATION DESCRIPTION
 OQ0984
 OQ0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0984'7.8 KM (4.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0984'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.55 KM (0.34 MI) NORTH OF
 OQ0984'MILEPOST 74, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 OQ0984'NORTHBOUND LANES OF THE HIGHWAY, 5.8 M (19.0 FT) NORTH OF A T-FENCE
 OQ0984'CORNER, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3
 OQ0984'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ0984'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ0984'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0984
 OQ0984                          STATION RECOVERY (2006)
 OQ0984
 OQ0984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MDD)
 OQ0984'OUTER PVC PIPE WAS BROKEN AND JAGGED, LID WAS MISSING AND CONCRETE
 OQ0984'OUTER RING WAS BROKEN. AN INNER PVC PIPE WAS LOOSE AND ABLE TO BE
 OQ0984'PULLED UP EASILY WITH NO METAL ROD PROTRUDING THRU THE HOLE IN THE
 OQ0984'CAP.
 OQ0984
 OQ0984                          STATION RECOVERY (2011)
 OQ0984
 OQ0984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0984'DESTROYED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1005 ***********************************************************************
 OQ1005  DESIGNATION -  D 449
 OQ1005  PID         -  OQ1005
 OQ1005  STATE/COUNTY-  SD/MINNEHAHA
 OQ1005  COUNTRY     -  US
 OQ1005  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1005
 OQ1005                         *CURRENT SURVEY CONTROL
 OQ1005  ______________________________________________________________________
 OQ1005* NAD 83(1986) POSITION- 43 32 49.     (N) 096 42 18.     (W)   SCALED
 OQ1005* NAVD 88 ORTHO HEIGHT -   450.324 (meters)     1477.44  (feet) ADJUSTED
 OQ1005  ______________________________________________________________________
 OQ1005  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 OQ1005  DYNAMIC HEIGHT  -        450.207 (meters)     1477.05  (feet) COMP
 OQ1005  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 OQ1005
 OQ1005  VERT ORDER      -  FIRST     CLASS II
 OQ1005
 OQ1005.The horizontal coordinates were scaled from a map and have
 OQ1005.an estimated accuracy of +/- 6 seconds.
 OQ1005
 OQ1005.The orthometric height was determined by differential leveling and
 OQ1005.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1005.in June 1991.
 OQ1005
 OQ1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1005.GEOID18 height accuracy estimate available here.
 OQ1005
 OQ1005.Click photographs - Photos may exist for this station.
 OQ1005
 OQ1005.The dynamic height is computed by dividing the NAVD 88
 OQ1005.geopotential number by the normal gravity value computed on the
 OQ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1005.degrees latitude (g = 980.6199 gals.).
 OQ1005
 OQ1005.The modeled gravity was interpolated from observed gravity values.
 OQ1005
 OQ1005;                    North         East    Units  Estimated Accuracy
 OQ1005;SPC SD S     -   141,220.      893,100.      MT  (+/- 180 meters Scaled)
 OQ1005
 OQ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP853241(NAD 83)
 OQ1005
 OQ1005                          SUPERSEDED SURVEY CONTROL
 OQ1005
 OQ1005.No superseded survey control is available for this station.
 OQ1005
 OQ1005_MARKER: I = METAL ROD
 OQ1005_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OQ1005_STAMPING: D 449 1990
 OQ1005_MARK LOGO: NGS
 OQ1005_PROJECTION: FLUSH
 OQ1005_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1005+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2011
 OQ1005_ROD/PIPE-DEPTH: 7.2 meters
 OQ1005
 OQ1005  HISTORY     - Date     Condition        Report By
 OQ1005  HISTORY     - 1990     MONUMENTED       NGS
 OQ1005  HISTORY     - 20090315 GOOD             GEOCAC
 OQ1005  HISTORY     - 20110324 GOOD             INDIV
 OQ1005
 OQ1005                          STATION DESCRIPTION
 OQ1005
 OQ1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1005'IN SIOUX FALLS, AT THE INTERSECTION OF TENTH STREET AND MABLE AVENUE,
 OQ1005'51.0 M (167.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OQ1005'THE STREET, 46.6 M (152.9 FT) SOUTH OF THE EXTENDED CENTER OF 9TH
 OQ1005'STREET, 6.7 M (22.0 FT) EAST OF AND LEVEL WITH THE CENTER OF MABLE
 OQ1005'AVENUE, 1.9 M (6.2 FT) EAST OF A CURB, 1.4 M (4.6 FT) WEST OF THE
 OQ1005'WEST EDGE OF A SIDEWALK, AND 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE.
 OQ1005'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1005
 OQ1005                          STATION RECOVERY (2009)
 OQ1005
 OQ1005'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ1005'DATUM POINT IS IN GOOD CONDITION. THERE IS GRASS OVERGROWTH ON THE
 OQ1005'ACCESS COVER'S COLLAR MAKING THE DESIGNATION DIFFICULT TO READ.
 OQ1005
 OQ1005                          STATION RECOVERY (2011)
 OQ1005
 OQ1005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0078 ***********************************************************************
 PS0078  DESIGNATION -  D 45
 PS0078  PID         -  PS0078
 PS0078  STATE/COUNTY-  SD/BEADLE
 PS0078  COUNTRY     -  US
 PS0078  USGS QUAD   -  VIRGIL (2017)
 PS0078
 PS0078                         *CURRENT SURVEY CONTROL
 PS0078  ______________________________________________________________________
 PS0078* NAD 83(1986) POSITION- 44 16 25.     (N) 098 25 02.     (W)   SCALED
 PS0078* NAVD 88 ORTHO HEIGHT -   410.496 (meters)     1346.77  (feet) ADJUSTED
 PS0078  ______________________________________________________________________
 PS0078  GEOID HEIGHT    -        -25.141 (meters)                     GEOID18
 PS0078  DYNAMIC HEIGHT  -        410.421 (meters)     1346.52  (feet) COMP
 PS0078  MODELED GRAVITY -    980,421.9   (mgal)                       NAVD 88
 PS0078
 PS0078  VERT ORDER      -  FIRST     CLASS II
 PS0078
 PS0078.The horizontal coordinates were scaled from a map and have
 PS0078.an estimated accuracy of +/- 6 seconds.
 PS0078
 PS0078.The orthometric height was determined by differential leveling and
 PS0078.adjusted by the NATIONAL GEODETIC SURVEY
 PS0078.in June 1991.
 PS0078
 PS0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0078.GEOID18 height accuracy estimate available here.
 PS0078
 PS0078.Click photographs - Photos may exist for this station.
 PS0078
 PS0078.The dynamic height is computed by dividing the NAVD 88
 PS0078.geopotential number by the normal gravity value computed on the
 PS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0078.degrees latitude (g = 980.6199 gals.).
 PS0078
 PS0078.The modeled gravity was interpolated from observed gravity values.
 PS0078
 PS0078;                    North         East    Units  Estimated Accuracy
 PS0078;SPC SD N     -    50,160.      726,360.      MT  (+/- 180 meters Scaled)
 PS0078
 PS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ465024(NAD 83)
 PS0078
 PS0078                          SUPERSEDED SURVEY CONTROL
 PS0078
 PS0078  NGVD 29 (??/??/92)  410.196  (m)         1345.78   (f) ADJ UNCH    1 2
 PS0078
 PS0078.Superseded values are not recommended for survey control.
 PS0078
 PS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0078.See file dsdata.pdf to determine how the superseded data were derived.
 PS0078
 PS0078_MARKER: DB = BENCH MARK DISK
 PS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0078_STAMPING: D 45 1934
 PS0078_MARK LOGO: CGS
 PS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0078+STABILITY: SURFACE MOTION
 PS0078
 PS0078  HISTORY     - Date     Condition        Report By
 PS0078  HISTORY     - 1934     MONUMENTED       CGS
 PS0078
 PS0078                          STATION DESCRIPTION
 PS0078
 PS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0078'1.1 MI SE FROM VIRGIL.
 PS0078'ABOUT 1.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0078'AND PACIFIC RAILROAD FROM THE STATION AT VIRGIL, BEADLE COUNTY,
 PS0078'ABOUT 6 POLES SOUTH OF MILEPOST 45, AT A ROAD CROSSING, 30 FEET
 PS0078'SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET EAST OF THE CENTER
 PS0078'LINE OF THE TRACK, AND 8 FEET SOUTH OF A POLE.  A STANDARD DISK,
 PS0078'STAMPED D 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1942 ***********************************************************************
 NM1942  DESIGNATION -  D 450
 NM1942  PID         -  NM1942
 NM1942  STATE/COUNTY-  SD/UNION
 NM1942  COUNTRY     -  US
 NM1942  USGS QUAD   -  JEFFERSON (2017)
 NM1942
 NM1942                         *CURRENT SURVEY CONTROL
 NM1942  ______________________________________________________________________
 NM1942* NAD 83(1986) POSITION- 42 32 13.     (N) 096 29 59.     (W)   SCALED
 NM1942* NAVD 88 ORTHO HEIGHT -   337.697 (meters)     1107.93  (feet) ADJUSTED
 NM1942  ______________________________________________________________________
 NM1942  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 NM1942  DYNAMIC HEIGHT  -        337.591 (meters)     1107.58  (feet) COMP
 NM1942  MODELED GRAVITY -    980,297.1   (mgal)                       NAVD 88
 NM1942
 NM1942  VERT ORDER      -  FIRST     CLASS II
 NM1942
 NM1942.The horizontal coordinates were scaled from a map and have
 NM1942.an estimated accuracy of +/- 6 seconds.
 NM1942
 NM1942.The orthometric height was determined by differential leveling and
 NM1942.adjusted by the NATIONAL GEODETIC SURVEY
 NM1942.in June 1991.
 NM1942
 NM1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1942.GEOID18 height accuracy estimate available here.
 NM1942
 NM1942.Click photographs - Photos may exist for this station.
 NM1942
 NM1942.The dynamic height is computed by dividing the NAVD 88
 NM1942.geopotential number by the normal gravity value computed on the
 NM1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1942.degrees latitude (g = 980.6199 gals.).
 NM1942
 NM1942.The modeled gravity was interpolated from observed gravity values.
 NM1942
 NM1942;                    North         East    Units  Estimated Accuracy
 NM1942;SPC SD S     -    29,890.      914,850.      MT  (+/- 180 meters Scaled)
 NM1942
 NM1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN053124(NAD 83)
 NM1942
 NM1942                          SUPERSEDED SURVEY CONTROL
 NM1942
 NM1942.No superseded survey control is available for this station.
 NM1942
 NM1942_MARKER: I = METAL ROD
 NM1942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1942_STAMPING: D 450 1990
 NM1942_MARK LOGO: NGS
 NM1942_PROJECTION: PROJECTING 14 CENTIMETERS
 NM1942_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1942+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1942_ROD/PIPE-DEPTH: 13.4 meters
 NM1942_SLEEVE-DEPTH  : 0.9 meters
 NM1942
 NM1942  HISTORY     - Date     Condition        Report By
 NM1942  HISTORY     - 1990     MONUMENTED       NGS
 NM1942  HISTORY     - 20120329 POOR             INDIV
 NM1942
 NM1942                          STATION DESCRIPTION
 NM1942
 NM1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1942'1.4 KM (0.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1942'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 0.6 KM (0.4 MI) NORTH
 NM1942'OF MILEPOST 3, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 NM1942'NORTHBOUND LANES OF THE HIGHWAY, 31.3 M (102.7 FT) SOUTH OF THE MOST
 NM1942'WESTERLY 1 OF 7 STEEL POSTS SUPPORTING A SIGN, 0.9 M (3.0 FT) BELOW
 NM1942'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A T-FENCE
 NM1942'CORNER, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 NM1942'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 NM1942'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1942
 NM1942                          STATION RECOVERY (2012)
 NM1942
 NM1942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1942'CONCRETE RING BROKEN AND NO PVC LID
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1051 ***********************************************************************
 OQ1051  DESIGNATION -  D 451
 OQ1051  PID         -  OQ1051
 OQ1051  STATE/COUNTY-  SD/MOODY
 OQ1051  COUNTRY     -  US
 OQ1051  USGS QUAD   -  COLMAN (2017)
 OQ1051
 OQ1051                         *CURRENT SURVEY CONTROL
 OQ1051  ______________________________________________________________________
 OQ1051* NAD 83(1986) POSITION- 43 59 10.     (N) 096 45 29.     (W)   SCALED
 OQ1051* NAVD 88 ORTHO HEIGHT -   516.547 (meters)     1694.70  (feet) ADJUSTED
 OQ1051  ______________________________________________________________________
 OQ1051  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 OQ1051  DYNAMIC HEIGHT  -        516.425 (meters)     1694.30  (feet) COMP
 OQ1051  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 OQ1051
 OQ1051  VERT ORDER      -  FIRST     CLASS II
 OQ1051
 OQ1051.The horizontal coordinates were scaled from a map and have
 OQ1051.an estimated accuracy of +/- 6 seconds.
 OQ1051
 OQ1051.The orthometric height was determined by differential leveling and
 OQ1051.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1051.in June 1991.
 OQ1051
 OQ1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1051.GEOID18 height accuracy estimate available here.
 OQ1051
 OQ1051.Click photographs - Photos may exist for this station.
 OQ1051
 OQ1051.The dynamic height is computed by dividing the NAVD 88
 OQ1051.geopotential number by the normal gravity value computed on the
 OQ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1051.degrees latitude (g = 980.6199 gals.).
 OQ1051
 OQ1051.The modeled gravity was interpolated from observed gravity values.
 OQ1051
 OQ1051;                    North         East    Units  Estimated Accuracy
 OQ1051;SPC SD S     -   189,780.      886,720.      MT  (+/- 180 meters Scaled)
 OQ1051
 OQ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP797727(NAD 83)
 OQ1051
 OQ1051                          SUPERSEDED SURVEY CONTROL
 OQ1051
 OQ1051.No superseded survey control is available for this station.
 OQ1051
 OQ1051_MARKER: I = METAL ROD
 OQ1051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1051_STAMPING: D 451 1990
 OQ1051_MARK LOGO: NGS
 OQ1051_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1051_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1051+STABILITY: POSITION/ELEVATION WELL
 OQ1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1051+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1051_ROD/PIPE-DEPTH: 16.5 meters
 OQ1051_SLEEVE-DEPTH  : 12.2 meters
 OQ1051
 OQ1051  HISTORY     - Date     Condition        Report By
 OQ1051  HISTORY     - 1990     MONUMENTED       NGS
 OQ1051  HISTORY     - 19910619 GOOD             NGS
 OQ1051  HISTORY     - 20110318 POOR             INDIV
 OQ1051
 OQ1051                          STATION DESCRIPTION
 OQ1051
 OQ1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1051'0.8 KM (0.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1051'JUNCTION WITH STATE HIGHWAY 38 (COLMAN EXIT 109), 0.5 KM (0.3 MI)
 OQ1051'NORTH OF MILEPOST 110, 30.7 M (100.7 FT) EAST OF AND LEVEL WITH THE
 OQ1051'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.6 M (15.1 FT)
 OQ1051'NORTH OF A T-FENCE CORNER, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST
 OQ1051'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1051'CAP.
 OQ1051
 OQ1051                          STATION RECOVERY (1991)
 OQ1051
 OQ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1051'0.8 KM (0.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1051'JUNCTION WITH STATE HIGHWAY 38 (COLMAN EXIT 109), 0.5 KM (0.3 MI)
 OQ1051'NORTH OF MILEPOST 110, 30.7 M (100.7 FT) EAST OF AND LEVEL WITH THE
 OQ1051'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.6 M (15.1 FT)
 OQ1051'NORTH OF A T-FENCE CORNER, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST
 OQ1051'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1051'CAP.
 OQ1051
 OQ1051                          STATION RECOVERY (2011)
 OQ1051
 OQ1051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1051'COVER, CONCTRETE, COLLAR, AND PVC ALL DESTROYED AND GONE. ROD IS
 OQ1051'EXPOSED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1148 ***********************************************************************
 PR1148  DESIGNATION -  D 452
 PR1148  PID         -  PR1148
 PR1148  STATE/COUNTY-  SD/MOODY
 PR1148  COUNTRY     -  US
 PR1148  USGS QUAD   -  FLANDREAU (2017)
 PR1148
 PR1148                         *CURRENT SURVEY CONTROL
 PR1148  ______________________________________________________________________
 PR1148* NAD 83(1986) POSITION- 44 00 28.     (N) 096 36 26.     (W)   SCALED
 PR1148* NAVD 88 ORTHO HEIGHT -   495.482 (meters)     1625.59  (feet) ADJUSTED
 PR1148  ______________________________________________________________________
 PR1148  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 PR1148  DYNAMIC HEIGHT  -        495.368 (meters)     1625.22  (feet) COMP
 PR1148  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PR1148
 PR1148  VERT ORDER      -  FIRST     CLASS II
 PR1148
 PR1148.The horizontal coordinates were scaled from a map and have
 PR1148.an estimated accuracy of +/- 6 seconds.
 PR1148
 PR1148.The orthometric height was determined by differential leveling and
 PR1148.adjusted by the NATIONAL GEODETIC SURVEY
 PR1148.in June 1991.
 PR1148
 PR1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1148.GEOID18 height accuracy estimate available here.
 PR1148
 PR1148.Click photographs - Photos may exist for this station.
 PR1148
 PR1148.The dynamic height is computed by dividing the NAVD 88
 PR1148.geopotential number by the normal gravity value computed on the
 PR1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1148.degrees latitude (g = 980.6199 gals.).
 PR1148
 PR1148.The modeled gravity was interpolated from observed gravity values.
 PR1148
 PR1148;                    North         East    Units  Estimated Accuracy
 PR1148;SPC SD S     -   192,720.      898,700.      MT  (+/- 180 meters Scaled)
 PR1148
 PR1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP918755(NAD 83)
 PR1148
 PR1148                          SUPERSEDED SURVEY CONTROL
 PR1148
 PR1148.No superseded survey control is available for this station.
 PR1148
 PR1148_MARKER: I = METAL ROD
 PR1148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1148_STAMPING: D 452 1990
 PR1148_MARK LOGO: NGS
 PR1148_PROJECTION: FLUSH
 PR1148_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1148+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1148_ROD/PIPE-DEPTH: 4.4 meters
 PR1148
 PR1148  HISTORY     - Date     Condition        Report By
 PR1148  HISTORY     - 1990     MONUMENTED       NGS
 PR1148
 PR1148                          STATION DESCRIPTION
 PR1148
 PR1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1148'4.0 KM (2.5 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PR1148'3RD STREET IN EGAN, 41.4 M (135.8 FT) SOUTH-SOUTHWEST OF A UTILITY
 PR1148'POLE WITH A GUY WIRE, 28.7 M (94.2 FT) WEST OF THE CENTER OF A PAVED
 PR1148'ROAD LEADING NORTH, 19.4 M (63.6 FT) NORTH OF AND LEVEL WITH THE
 PR1148'HIGHWAY CENTERLINE, 0.8 M (2.6 FT) NORTH OF A FENCE CORNER, AND 0.3 M
 PR1148'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 PR1148'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1160 ***********************************************************************
 OQ1160  DESIGNATION -  D 453
 OQ1160  PID         -  OQ1160
 OQ1160  STATE/COUNTY-  SD/HANSON
 OQ1160  COUNTRY     -  US
 OQ1160  USGS QUAD   -  FARMER (2017)
 OQ1160
 OQ1160                         *CURRENT SURVEY CONTROL
 OQ1160  ______________________________________________________________________
 OQ1160* NAD 83(1986) POSITION- 43 39 55.     (N) 097 41 53.     (W)   SCALED
 OQ1160* NAVD 88 ORTHO HEIGHT -   417.090 (meters)     1368.40  (feet) ADJUSTED
 OQ1160  ______________________________________________________________________
 OQ1160  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 OQ1160  DYNAMIC HEIGHT  -        416.989 (meters)     1368.07  (feet) COMP
 OQ1160  MODELED GRAVITY -    980,363.6   (mgal)                       NAVD 88
 OQ1160
 OQ1160  VERT ORDER      -  FIRST     CLASS II
 OQ1160
 OQ1160.The horizontal coordinates were scaled from a map and have
 OQ1160.an estimated accuracy of +/- 6 seconds.
 OQ1160
 OQ1160.The orthometric height was determined by differential leveling and
 OQ1160.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1160.in September 1993.
 OQ1160
 OQ1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1160.GEOID18 height accuracy estimate available here.
 OQ1160
 OQ1160.Click photographs - Photos may exist for this station.
 OQ1160
 OQ1160.The dynamic height is computed by dividing the NAVD 88
 OQ1160.geopotential number by the normal gravity value computed on the
 OQ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1160.degrees latitude (g = 980.6199 gals.).
 OQ1160
 OQ1160.The modeled gravity was interpolated from observed gravity values.
 OQ1160
 OQ1160;                    North         East    Units  Estimated Accuracy
 OQ1160;SPC SD S     -   151,340.      812,500.      MT  (+/- 180 meters Scaled)
 OQ1160
 OQ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP049355(NAD 83)
 OQ1160
 OQ1160                          SUPERSEDED SURVEY CONTROL
 OQ1160
 OQ1160.No superseded survey control is available for this station.
 OQ1160
 OQ1160_MARKER: I = METAL ROD
 OQ1160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1160_STAMPING: D 453 1991
 OQ1160_MARK LOGO: NGS
 OQ1160_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1160_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1160+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1160_ROD/PIPE-DEPTH: 6.2 meters
 OQ1160_SLEEVE-DEPTH  : 0.9 meters
 OQ1160
 OQ1160  HISTORY     - Date     Condition        Report By
 OQ1160  HISTORY     - 1991     MONUMENTED       NGS
 OQ1160  HISTORY     - 20120202 GOOD             INDIV
 OQ1160
 OQ1160                          STATION DESCRIPTION
 OQ1160
 OQ1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1160'7.1 KM (4.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1160'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.7 KM (0.4
 OQ1160'MI) EAST OF MILEPOST 348, 0.4 KM (0.2 MI) WEST OF A HIGHWAY
 OQ1160'INFORMATION SIGN (EXIT 350 STATE HIGHWAY 25 EMERY FARMER 1 MILE),
 OQ1160'30.8 M (101.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OQ1160'THE HIGHWAY, 3.1 M (10.2 FT) EAST OF A BRACED FENCE POST, 1.7 M (5.6
 OQ1160'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A
 OQ1160'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1160'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OQ1160'FOR A CLASS A MARK.
 OQ1160
 OQ1160                          STATION RECOVERY (2012)
 OQ1160
 OQ1160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0989 ***********************************************************************
 OR0989  DESIGNATION -  D 454
 OR0989  PID         -  OR0989
 OR0989  STATE/COUNTY-  SD/AURORA
 OR0989  COUNTRY     -  US
 OR0989  USGS QUAD   -  PLANKINTON (2017)
 OR0989
 OR0989                         *CURRENT SURVEY CONTROL
 OR0989  ______________________________________________________________________
 OR0989* NAD 83(1986) POSITION- 43 41 40.     (N) 098 24 28.     (W)   SCALED
 OR0989* NAVD 88 ORTHO HEIGHT -   454.125 (meters)     1489.91  (feet) ADJUSTED
 OR0989  ______________________________________________________________________
 OR0989  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 OR0989  DYNAMIC HEIGHT  -        454.011 (meters)     1489.53  (feet) COMP
 OR0989  MODELED GRAVITY -    980,354.8   (mgal)                       NAVD 88
 OR0989
 OR0989  VERT ORDER      -  FIRST     CLASS II
 OR0989
 OR0989.The horizontal coordinates were scaled from a map and have
 OR0989.an estimated accuracy of +/- 6 seconds.
 OR0989
 OR0989.The orthometric height was determined by differential leveling and
 OR0989.adjusted by the NATIONAL GEODETIC SURVEY
 OR0989.in September 1993.
 OR0989
 OR0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0989.GEOID18 height accuracy estimate available here.
 OR0989
 OR0989.Click photographs - Photos may exist for this station.
 OR0989
 OR0989.The dynamic height is computed by dividing the NAVD 88
 OR0989.geopotential number by the normal gravity value computed on the
 OR0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0989.degrees latitude (g = 980.6199 gals.).
 OR0989
 OR0989.The modeled gravity was interpolated from observed gravity values.
 OR0989
 OR0989;                    North         East    Units  Estimated Accuracy
 OR0989;SPC SD S     -   153,010.      755,200.      MT  (+/- 180 meters Scaled)
 OR0989
 OR0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP477381(NAD 83)
 OR0989
 OR0989                          SUPERSEDED SURVEY CONTROL
 OR0989
 OR0989.No superseded survey control is available for this station.
 OR0989
 OR0989_MARKER: I = METAL ROD
 OR0989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0989_STAMPING: D 454 1991
 OR0989_MARK LOGO: NGS
 OR0989_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0989_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0989+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0989_ROD/PIPE-DEPTH: 7.0 meters
 OR0989_SLEEVE-DEPTH  : 0.9 meters
 OR0989
 OR0989  HISTORY     - Date     Condition        Report By
 OR0989  HISTORY     - 1991     MONUMENTED       NGS
 OR0989  HISTORY     - 20120208 GOOD             INDIV
 OR0989
 OR0989                          STATION DESCRIPTION
 OR0989
 OR0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0989'6.5 KM (4.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0989'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0989'0.5 KM (0.3 MI) EAST OF MILEPOST 312, 30.1 M (98.8 FT) SOUTH OF THE
 OR0989'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 10.2 M (33.5 FT)
 OR0989'WEST OF A BRACED FENCE POST, 3.6 M (11.8 FT) EAST-NORTHEAST OF A
 OR0989'UTILITY POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.2
 OR0989'M (3.9 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OR0989'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OR0989'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0989
 OR0989                          STATION RECOVERY (2012)
 OR0989
 OR0989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1139 ***********************************************************************
 OQ1139  DESIGNATION -  D 455
 OQ1139  PID         -  OQ1139
 OQ1139  STATE/COUNTY-  SD/MCCOOK
 OQ1139  COUNTRY     -  US
 OQ1139  USGS QUAD   -  SALEM NE (2017)
 OQ1139
 OQ1139                         *CURRENT SURVEY CONTROL
 OQ1139  ______________________________________________________________________
 OQ1139* NAD 83(1986) POSITION- 43 39 58.     (N) 097 17 19.     (W)   SCALED
 OQ1139* NAVD 88 ORTHO HEIGHT -   485.717 (meters)     1593.56  (feet) ADJUSTED
 OQ1139  ______________________________________________________________________
 OQ1139  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 OQ1139  DYNAMIC HEIGHT  -        485.593 (meters)     1593.15  (feet) COMP
 OQ1139  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 OQ1139
 OQ1139  VERT ORDER      -  FIRST     CLASS II
 OQ1139
 OQ1139.The horizontal coordinates were scaled from a map and have
 OQ1139.an estimated accuracy of +/- 6 seconds.
 OQ1139
 OQ1139.The orthometric height was determined by differential leveling and
 OQ1139.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1139.in September 1993.
 OQ1139
 OQ1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1139.GEOID18 height accuracy estimate available here.
 OQ1139
 OQ1139.Click photographs - Photos may exist for this station.
 OQ1139
 OQ1139.The dynamic height is computed by dividing the NAVD 88
 OQ1139.geopotential number by the normal gravity value computed on the
 OQ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1139.degrees latitude (g = 980.6199 gals.).
 OQ1139
 OQ1139.The modeled gravity was interpolated from observed gravity values.
 OQ1139
 OQ1139;                    North         East    Units  Estimated Accuracy
 OQ1139;SPC SD S     -   152,560.      845,490.      MT  (+/- 180 meters Scaled)
 OQ1139
 OQ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP379362(NAD 83)
 OQ1139
 OQ1139                          SUPERSEDED SURVEY CONTROL
 OQ1139
 OQ1139.No superseded survey control is available for this station.
 OQ1139
 OQ1139_MARKER: I = METAL ROD
 OQ1139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1139_STAMPING: D 455 1991
 OQ1139_MARK LOGO: NGS
 OQ1139_PROJECTION: FLUSH
 OQ1139_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1139+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 OQ1139_ROD/PIPE-DEPTH: 8.4 meters
 OQ1139_SLEEVE-DEPTH  : 0.9 meters
 OQ1139
 OQ1139  HISTORY     - Date     Condition        Report By
 OQ1139  HISTORY     - 1991     MONUMENTED       NGS
 OQ1139  HISTORY     - 20120213 GOOD             INDIV
 OQ1139
 OQ1139                          STATION DESCRIPTION
 OQ1139
 OQ1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1139'17.2 KM (10.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1139'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1139'0.1 KM (0.1 MI) EAST OF MILEPOST 369, 31.3 M (102.7 FT) SOUTH OF AND
 OQ1139'LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 3.8
 OQ1139'M (12.5 FT) WEST OF A T-FENCE CORNER, AND 0.5 M (1.6 FT) NORTH OF A
 OQ1139'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1139'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OQ1139'FOR A CLASS A MARK.
 OQ1139
 OQ1139                          STATION RECOVERY (2012)
 OQ1139
 OQ1139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9793 ***********************************************************************
 AE9793  CBN         -  This is a Cooperative Base Network Control Station.
 AE9793  DESIGNATION -  D 456
 AE9793  PID         -  AE9793
 AE9793  STATE/COUNTY-  SD/BROWN
 AE9793  COUNTRY     -  US
 AE9793  USGS QUAD   -  ELLENDALE SOUTH (2018)
 AE9793
 AE9793                         *CURRENT SURVEY CONTROL
 AE9793  ______________________________________________________________________
 AE9793* NAD 83(2011) POSITION- 45 56 13.60269(N) 098 31 43.80333(W)   ADJUSTED
 AE9793* NAD 83(2011) ELLIP HT-   408.328 (meters)        (06/27/12)   ADJUSTED
 AE9793* NAD 83(2011) EPOCH   -  2010.00
 AE9793* NAVD 88 ORTHO HEIGHT -   432.766 (meters)     1419.83  (feet) ADJUSTED
 AE9793  ______________________________________________________________________
 AE9793  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 AE9793  NAD 83(2011) X  -   -659,021.902 (meters)                     COMP
 AE9793  NAD 83(2011) Y  - -4,394,489.107 (meters)                     COMP
 AE9793  NAD 83(2011) Z  -  4,560,682.493 (meters)                     COMP
 AE9793  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 AE9793  DYNAMIC HEIGHT  -        432.752 (meters)     1419.79  (feet) COMP
 AE9793  MODELED GRAVITY -    980,568.2   (mgal)                       NAVD 88
 AE9793
 AE9793  VERT ORDER      -  FIRST     CLASS II
 AE9793
 AE9793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE9793  Standards:
 AE9793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE9793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE9793  -------------------------------------------------------------------
 AE9793  NETWORK    0.79   1.57           0.36   0.27   0.80     -0.07791158
 AE9793  -------------------------------------------------------------------
 AE9793  Click here for local accuracies and other accuracy information.
 AE9793
 AE9793.The horizontal coordinates were established by GPS observations
 AE9793.and adjusted by the National Geodetic Survey in June 2012.
 AE9793
 AE9793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE9793.been affixed to the stable North American tectonic plate. See 
 AE9793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE9793
 AE9793.The horizontal coordinates are valid at the epoch date displayed above
 AE9793.which is a decimal equivalence of Year/Month/Day.
 AE9793
 AE9793.The orthometric height was determined by differential leveling and
 AE9793.adjusted by the NATIONAL GEODETIC SURVEY
 AE9793.in July 1998.
 AE9793
 AE9793.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9793.GEOID18 height accuracy estimate available here.
 AE9793
 AE9793.Click photographs - Photos may exist for this station.
 AE9793
 AE9793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9793
 AE9793.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9793
 AE9793.The ellipsoidal height was determined by GPS observations
 AE9793.and is referenced to NAD 83.
 AE9793
 AE9793.The dynamic height is computed by dividing the NAVD 88
 AE9793.geopotential number by the normal gravity value computed on the
 AE9793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9793.degrees latitude (g = 980.6199 gals.).
 AE9793
 AE9793.The modeled gravity was interpolated from observed gravity values.
 AE9793
 AE9793. The following values were computed from the NAD 83(2011) position.
 AE9793
 AE9793;                    North         East     Units Scale Factor Converg.
 AE9793;SPC SD N     -   234,828.403   714,090.831   MT  1.00005889   +1 02 28.3
 AE9793;SPC SD N     -   770,432.85  2,342,813.00   sFT  1.00005889   +1 02 28.3
 AE9793;UTM  14      - 5,087,168.143   536,524.751   MT  0.99961640   +0 20 18.9
 AE9793
 AE9793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9793!SPC SD N     -   0.99993599  x   1.00005889  =   0.99999488
 AE9793!UTM  14      -   0.99993599  x   0.99961640  =   0.99955242
 AE9793
 AE9793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3652487168(NAD 83)
 AE9793
 AE9793                          SUPERSEDED SURVEY CONTROL
 AE9793
 AE9793  NAD 83(2007)-  45 56 13.60269(N)    098 31 43.80443(W) AD(2002.00) 0
 AE9793  ELLIP H (02/10/07)  408.370  (m)                       GP(2002.00)    
 AE9793  NAD 83(1996)-  45 56 13.60239(N)    098 31 43.80433(W) AD(       ) A
 AE9793  ELLIP H (06/23/03)  408.376  (m)                       GP(       ) 3 1
 AE9793  NAVD 88             432.77   (m)         1419.8    (f) LEVELING    3  
 AE9793
 AE9793.Superseded values are not recommended for survey control.
 AE9793
 AE9793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9793.See file dsdata.pdf to determine how the superseded data were derived.
 AE9793
 AE9793_MARKER: F = FLANGE-ENCASED ROD
 AE9793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9793_STAMPING: D 456 1997
 AE9793_MARK LOGO: NGS
 AE9793_PROJECTION: FLUSH
 AE9793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9793+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2017
 AE9793_ROD/PIPE-DEPTH: 9.40 meters
 AE9793_SLEEVE-DEPTH  : 0.90 meters
 AE9793
 AE9793  HISTORY     - Date     Condition        Report By
 AE9793  HISTORY     - 1997     MONUMENTED       NGS
 AE9793  HISTORY     - 20020528 GOOD             SDDT
 AE9793  HISTORY     - 20110708 GOOD             WOOLPT
 AE9793  HISTORY     - 20170509 GOOD             NDWC
 AE9793
 AE9793                          STATION DESCRIPTION
 AE9793
 AE9793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9793'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9793'MAIN STREET ELLENDALE, NORTH DAKOTA, 442.0 M (1450.1 FT) NORTH OF
 AE9793'MILEPOST 229, 79.2 M (259.8 FT) WEST OF THE HIGHWAY CENTERLINE, 49.3 M
 AE9793'(161.7 FT) WEST OF THE MOST NORTHEASTERLY OF 3 UTILITY POLES, 23.2 M
 AE9793'(76.1 FT) NORTH OF THE NORTHEAST CORNER OF A SHED, 17.4 M (57.1 FT)
 AE9793'SOUTH OF THE CENTER OF A GRAVELED ROAD AND THE NORTH DAKOTA - SOUTH
 AE9793'DAKOTA STATE LINE, 7.7 M (25.3 FT) EAST OF THE CENTER OF A FIELD
 AE9793'ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5
 AE9793'M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AE9793'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE9793'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9793
 AE9793                          STATION RECOVERY (2002)
 AE9793
 AE9793'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE9793'RECOVERED AS DESCRIBED
 AE9793'
 AE9793
 AE9793                          STATION RECOVERY (2011)
 AE9793
 AE9793'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 AE9793'RECOVERED IN GOOD CONDITION.
 AE9793
 AE9793                          STATION RECOVERY (2017)
 AE9793
 AE9793'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2017 (TKB)
 AE9793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0848 ***********************************************************************
 OS0848  DESIGNATION -  D 457
 OS0848  PID         -  OS0848
 OS0848  STATE/COUNTY-  SD/JONES
 OS0848  COUNTRY     -  US
 OS0848  USGS QUAD   -  OKATON NE (2017)
 OS0848
 OS0848                         *CURRENT SURVEY CONTROL
 OS0848  ______________________________________________________________________
 OS0848* NAD 83(1986) POSITION- 43 53 09.     (N) 100 45 10.     (W)   SCALED
 OS0848* NAVD 88 ORTHO HEIGHT -   696.925 (meters)     2286.49  (feet) ADJUSTED
 OS0848  ______________________________________________________________________
 OS0848  GEOID HEIGHT    -        -23.985 (meters)                     GEOID18
 OS0848  DYNAMIC HEIGHT  -        696.698 (meters)     2285.75  (feet) COMP
 OS0848  MODELED GRAVITY -    980,270.5   (mgal)                       NAVD 88
 OS0848
 OS0848  VERT ORDER      -  FIRST     CLASS II
 OS0848
 OS0848.The horizontal coordinates were scaled from a map and have
 OS0848.an estimated accuracy of +/- 6 seconds.
 OS0848
 OS0848.The orthometric height was determined by differential leveling and
 OS0848.adjusted by the NATIONAL GEODETIC SURVEY
 OS0848.in September 1993.
 OS0848
 OS0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0848.GEOID18 height accuracy estimate available here.
 OS0848
 OS0848.Click photographs - Photos may exist for this station.
 OS0848
 OS0848.The dynamic height is computed by dividing the NAVD 88
 OS0848.geopotential number by the normal gravity value computed on the
 OS0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0848.degrees latitude (g = 980.6199 gals.).
 OS0848
 OS0848.The modeled gravity was interpolated from observed gravity values.
 OS0848
 OS0848;                    North         East    Units  Estimated Accuracy
 OS0848;SPC SD S     -   172,560.      566,300.      MT  (+/- 180 meters Scaled)
 OS0848
 OS0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP592606(NAD 83)
 OS0848
 OS0848                          SUPERSEDED SURVEY CONTROL
 OS0848
 OS0848.No superseded survey control is available for this station.
 OS0848
 OS0848_MARKER: I = METAL ROD
 OS0848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0848_STAMPING: D 457 1991
 OS0848_MARK LOGO: NGS
 OS0848_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0848_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0848+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0848_ROD/PIPE-DEPTH: 5.1 meters
 OS0848_SLEEVE-DEPTH  : 0.9 meters
 OS0848
 OS0848  HISTORY     - Date     Condition        Report By
 OS0848  HISTORY     - 1991     MONUMENTED       NGS
 OS0848
 OS0848                          STATION DESCRIPTION
 OS0848
 OS0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0848'3.8 KM (2.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0848'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.5 KM (0.30
 OS0848'MI) EAST OF MILEPOST 190, 46.4 M (152.2 FT) EAST OF THE NORTH LEG OF
 OS0848'A BILLBOARD, 32.1 M (105.3 FT) WEST OF A BRACED FENCE POST, 29.3 M
 OS0848'(96.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0848'HIGHWAY, 19.5 M (64.0 FT) SOUTHWEST OF THE SOUTH END OF A CULVERT
 OS0848'UNDER THE HIGHWAY, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0848'0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0848'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0848'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0884 ***********************************************************************
 OS0884  DESIGNATION -  D 458
 OS0884  PID         -  OS0884
 OS0884  STATE/COUNTY-  SD/JONES
 OS0884  COUNTRY     -  US
 OS0884  USGS QUAD   -  MURDO SW (2017)
 OS0884
 OS0884                         *CURRENT SURVEY CONTROL
 OS0884  ______________________________________________________________________
 OS0884* NAD 83(1986) POSITION- 43 48 46.     (N) 100 41 35.     (W)   SCALED
 OS0884* NAVD 88 ORTHO HEIGHT -   675.387 (meters)     2215.83  (feet) ADJUSTED
 OS0884  ______________________________________________________________________
 OS0884  GEOID HEIGHT    -        -24.207 (meters)                     GEOID18
 OS0884  DYNAMIC HEIGHT  -        675.162 (meters)     2215.09  (feet) COMP
 OS0884  MODELED GRAVITY -    980,264.7   (mgal)                       NAVD 88
 OS0884
 OS0884  VERT ORDER      -  FIRST     CLASS II
 OS0884
 OS0884.The horizontal coordinates were scaled from a map and have
 OS0884.an estimated accuracy of +/- 6 seconds.
 OS0884
 OS0884.The orthometric height was determined by differential leveling and
 OS0884.adjusted by the NATIONAL GEODETIC SURVEY
 OS0884.in June 1994.
 OS0884
 OS0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0884.GEOID18 height accuracy estimate available here.
 OS0884
 OS0884.Click photographs - Photos may exist for this station.
 OS0884
 OS0884.The dynamic height is computed by dividing the NAVD 88
 OS0884.geopotential number by the normal gravity value computed on the
 OS0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0884.degrees latitude (g = 980.6199 gals.).
 OS0884
 OS0884.The modeled gravity was interpolated from observed gravity values.
 OS0884
 OS0884;                    North         East    Units  Estimated Accuracy
 OS0884;SPC SD S     -   164,420.      571,060.      MT  (+/- 180 meters Scaled)
 OS0884
 OS0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP638524(NAD 83)
 OS0884
 OS0884                          SUPERSEDED SURVEY CONTROL
 OS0884
 OS0884.No superseded survey control is available for this station.
 OS0884
 OS0884_MARKER: I = METAL ROD
 OS0884_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0884_STAMPING: D 458 1992
 OS0884_MARK LOGO: NGS
 OS0884_PROJECTION: FLUSH
 OS0884_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0884+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0884_ROD/PIPE-DEPTH: 3.7 meters
 OS0884
 OS0884  HISTORY     - Date     Condition        Report By
 OS0884  HISTORY     - 1992     MONUMENTED       NGS
 OS0884
 OS0884                          STATION DESCRIPTION
 OS0884
 OS0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0884'8.1 KM (5.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0884'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 30.2 M (99.1 FT)
 OS0884'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) SOUTH OF
 OS0884'THE CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) WEST OF A
 OS0884'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 OS0884'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0884'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0906 ***********************************************************************
 OS0906  DESIGNATION -  D 459
 OS0906  PID         -  OS0906
 OS0906  STATE/COUNTY-  SD/MELLETTE
 OS0906  COUNTRY     -  US
 OS0906  USGS QUAD   -  MISSION NW (2017)
 OS0906
 OS0906                         *CURRENT SURVEY CONTROL
 OS0906  ______________________________________________________________________
 OS0906* NAD 83(1986) POSITION- 43 23 23.     (N) 100 43 21.     (W)   SCALED
 OS0906* NAVD 88 ORTHO HEIGHT -   748.788 (meters)     2456.65  (feet) ADJUSTED
 OS0906  ______________________________________________________________________
 OS0906  GEOID HEIGHT    -        -23.445 (meters)                     GEOID18
 OS0906  DYNAMIC HEIGHT  -        748.498 (meters)     2455.70  (feet) COMP
 OS0906  MODELED GRAVITY -    980,208.7   (mgal)                       NAVD 88
 OS0906
 OS0906  VERT ORDER      -  FIRST     CLASS II
 OS0906
 OS0906.The horizontal coordinates were scaled from a map and have
 OS0906.an estimated accuracy of +/- 6 seconds.
 OS0906
 OS0906.The orthometric height was determined by differential leveling and
 OS0906.adjusted by the NATIONAL GEODETIC SURVEY
 OS0906.in June 1994.
 OS0906
 OS0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0906.GEOID18 height accuracy estimate available here.
 OS0906
 OS0906.Click photographs - Photos may exist for this station.
 OS0906
 OS0906.The dynamic height is computed by dividing the NAVD 88
 OS0906.geopotential number by the normal gravity value computed on the
 OS0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0906.degrees latitude (g = 980.6199 gals.).
 OS0906
 OS0906.The modeled gravity was interpolated from observed gravity values.
 OS0906
 OS0906;                    North         East    Units  Estimated Accuracy
 OS0906;SPC SD S     -   117,430.      568,470.      MT  (+/- 180 meters Scaled)
 OS0906
 OS0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP604055(NAD 83)
 OS0906
 OS0906                          SUPERSEDED SURVEY CONTROL
 OS0906
 OS0906.No superseded survey control is available for this station.
 OS0906
 OS0906_MARKER: I = METAL ROD
 OS0906_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0906_STAMPING: D 459 1992
 OS0906_MARK LOGO: NGS
 OS0906_PROJECTION: FLUSH
 OS0906_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0906+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0906_ROD/PIPE-DEPTH: 4.0 meters
 OS0906
 OS0906  HISTORY     - Date     Condition        Report By
 OS0906  HISTORY     - 1992     MONUMENTED       NGS
 OS0906
 OS0906                          STATION DESCRIPTION
 OS0906
 OS0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0906'14.6 KM (9.05 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0906'OF U.S. HIGHWAY 18 IN MISSION, AT THE MELLETTE-TODD COUNTY LINE,
 OS0906'30.1 M (98.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.6 M (34.8
 OS0906'FT) NORTH OF A HIGHWAY APPROACH AND GATE, 1.3 M (4.3 FT) BELOW THE
 OS0906'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND
 OS0906'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0003 ***********************************************************************
 PS0003  DESIGNATION -  D 46
 PS0003  PID         -  PS0003
 PS0003  STATE/COUNTY-  SD/SPINK
 PS0003  COUNTRY     -  US
 PS0003  USGS QUAD   -  FRANKFORT SW (2017)
 PS0003
 PS0003                         *CURRENT SURVEY CONTROL
 PS0003  ______________________________________________________________________
 PS0003* NAD 83(1986) POSITION- 44 51 06.     (N) 098 29 29.     (W)   SCALED
 PS0003* NAVD 88 ORTHO HEIGHT -   393.929 (meters)     1292.42  (feet) ADJUSTED
 PS0003  ______________________________________________________________________
 PS0003  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 PS0003  DYNAMIC HEIGHT  -        393.885 (meters)     1292.27  (feet) COMP
 PS0003  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 PS0003
 PS0003  VERT ORDER      -  FIRST     CLASS II
 PS0003
 PS0003.The horizontal coordinates were scaled from a map and have
 PS0003.an estimated accuracy of +/- 6 seconds.
 PS0003
 PS0003.The orthometric height was determined by differential leveling and
 PS0003.adjusted by the NATIONAL GEODETIC SURVEY
 PS0003.in June 1991.
 PS0003
 PS0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0003.GEOID18 height accuracy estimate available here.
 PS0003
 PS0003.Click photographs - Photos may exist for this station.
 PS0003
 PS0003.The dynamic height is computed by dividing the NAVD 88
 PS0003.geopotential number by the normal gravity value computed on the
 PS0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0003.degrees latitude (g = 980.6199 gals.).
 PS0003
 PS0003.The modeled gravity was interpolated from observed gravity values.
 PS0003
 PS0003;                    North         East    Units  Estimated Accuracy
 PS0003;SPC SD N     -   114,270.      719,240.      MT  (+/- 180 meters Scaled)
 PS0003
 PS0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ401665(NAD 83)
 PS0003
 PS0003                          SUPERSEDED SURVEY CONTROL
 PS0003
 PS0003  NGVD 29 (??/??/92)  393.634  (m)         1291.45   (f) ADJ UNCH    1 2
 PS0003
 PS0003.Superseded values are not recommended for survey control.
 PS0003
 PS0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0003.See file dsdata.pdf to determine how the superseded data were derived.
 PS0003
 PS0003_MARKER: DB = BENCH MARK DISK
 PS0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0003_STAMPING: D 46 1934
 PS0003_MARK LOGO: CGS
 PS0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0003+STABILITY: SURFACE MOTION
 PS0003
 PS0003  HISTORY     - Date     Condition        Report By
 PS0003  HISTORY     - 1934     MONUMENTED       CGS
 PS0003  HISTORY     - 1966     MARK NOT FOUND   USGS
 PS0003
 PS0003                          STATION DESCRIPTION
 PS0003
 PS0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0003'2.3 MI S FROM REDFIELD.
 PS0003'2.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0003'RAILROAD FROM THE POST OFFICE AT REDFIELD, SPINK COUNTY, ABOUT
 PS0003'6 POLES NORTH OF THE JUNCTION OF THE CHICAGO AND NORTH WESTERN
 PS0003'RAILWAY OPPOSITE A BLOCK SIGNAL, 49 FEET EAST OF THE CENTERLINE
 PS0003'OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 PS0003'STANDARD DISK, STAMPED D 46 1934 AND SET IN THE TOP OF A CONCRETE
 PS0003'POST.
 PS0003
 PS0003                          STATION RECOVERY (1966)
 PS0003
 PS0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8804 ***********************************************************************
 AB8804  DESIGNATION -  D 460
 AB8804  PID         -  AB8804
 AB8804  STATE/COUNTY-  SD/BROOKINGS
 AB8804  COUNTRY     -  US
 AB8804  USGS QUAD   -  WHITE SE (2017)
 AB8804
 AB8804                         *CURRENT SURVEY CONTROL
 AB8804  ______________________________________________________________________
 AB8804* NAD 83(1986) POSITION- 44 18 43.     (N) 096 36 29.     (W)   SCALED
 AB8804* NAVD 88 ORTHO HEIGHT -   512.014 (meters)     1679.83  (feet) ADJUSTED
 AB8804  ______________________________________________________________________
 AB8804  GEOID HEIGHT    -        -25.564 (meters)                     GEOID18
 AB8804  DYNAMIC HEIGHT  -        511.917 (meters)     1679.51  (feet) COMP
 AB8804  MODELED GRAVITY -    980,411.2   (mgal)                       NAVD 88
 AB8804
 AB8804  VERT ORDER      -  FIRST     CLASS II
 AB8804
 AB8804.The horizontal coordinates were scaled from a map and have
 AB8804.an estimated accuracy of +/- 6 seconds.
 AB8804
 AB8804.The orthometric height was determined by differential leveling and
 AB8804.adjusted by the NATIONAL GEODETIC SURVEY
 AB8804.in October 1997.
 AB8804
 AB8804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8804.GEOID18 height accuracy estimate available here.
 AB8804
 AB8804.Click photographs - Photos may exist for this station.
 AB8804
 AB8804.The dynamic height is computed by dividing the NAVD 88
 AB8804.geopotential number by the normal gravity value computed on the
 AB8804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8804.degrees latitude (g = 980.6199 gals.).
 AB8804
 AB8804.The modeled gravity was interpolated from observed gravity values.
 AB8804
 AB8804;                    North         East    Units  Estimated Accuracy
 AB8804;SPC SD N     -    58,850.      870,550.      MT  (+/- 180 meters Scaled)
 AB8804
 AB8804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ907093(NAD 83)
 AB8804
 AB8804                          SUPERSEDED SURVEY CONTROL
 AB8804
 AB8804.No superseded survey control is available for this station.
 AB8804
 AB8804_MARKER: I = METAL ROD
 AB8804_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8804_STAMPING: D 460 1994
 AB8804_MARK LOGO: NGS
 AB8804_PROJECTION: FLUSH
 AB8804_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8804+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8804_ROD/PIPE-DEPTH: 4.9 meters
 AB8804_SLEEVE-DEPTH  : 0.9 meters
 AB8804
 AB8804  HISTORY     - Date     Condition        Report By
 AB8804  HISTORY     - 1994     MONUMENTED       NGS
 AB8804
 AB8804                          STATION DESCRIPTION
 AB8804
 AB8804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8804'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8804'INTERSTATE HIGHWAY 29 IN BROOKINGS, 778.0 M (2552.5 FT) EAST OF
 AB8804'MILEPOST 429, 113.4 M (372.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.5
 AB8804'M (34.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 1.2 M (3.9 FT)
 AB8804'SOUTH OF A UTILITY POLE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE ROAD,
 AB8804'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AB8804'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8804'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8835 ***********************************************************************
 AB8835  DESIGNATION -  D 461
 AB8835  PID         -  AB8835
 AB8835  STATE/COUNTY-  SD/BROOKINGS
 AB8835  COUNTRY     -  US
 AB8835  USGS QUAD   -  ARLINGTON (2017)
 AB8835
 AB8835                         *CURRENT SURVEY CONTROL
 AB8835  ______________________________________________________________________
 AB8835* NAD 83(1986) POSITION- 44 21 19.     (N) 097 07 42.     (W)   SCALED
 AB8835* NAVD 88 ORTHO HEIGHT -   560.995 (meters)     1840.53  (feet) ADJUSTED
 AB8835  ______________________________________________________________________
 AB8835  GEOID HEIGHT    -        -25.129 (meters)                     GEOID18
 AB8835  DYNAMIC HEIGHT  -        560.886 (meters)     1840.17  (feet) COMP
 AB8835  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 AB8835
 AB8835  VERT ORDER      -  FIRST     CLASS II
 AB8835
 AB8835.The horizontal coordinates were scaled from a map and have
 AB8835.an estimated accuracy of +/- 6 seconds.
 AB8835
 AB8835.The orthometric height was determined by differential leveling and
 AB8835.adjusted by the NATIONAL GEODETIC SURVEY
 AB8835.in October 1997.
 AB8835
 AB8835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8835.GEOID18 height accuracy estimate available here.
 AB8835
 AB8835.Click photographs - Photos may exist for this station.
 AB8835
 AB8835.The dynamic height is computed by dividing the NAVD 88
 AB8835.geopotential number by the normal gravity value computed on the
 AB8835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8835.degrees latitude (g = 980.6199 gals.).
 AB8835
 AB8835.The modeled gravity was interpolated from observed gravity values.
 AB8835
 AB8835;                    North         East    Units  Estimated Accuracy
 AB8835;SPC SD N     -    62,060.      828,900.      MT  (+/- 180 meters Scaled)
 AB8835
 AB8835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ491130(NAD 83)
 AB8835
 AB8835                          SUPERSEDED SURVEY CONTROL
 AB8835
 AB8835.No superseded survey control is available for this station.
 AB8835
 AB8835_MARKER: I = METAL ROD
 AB8835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8835_STAMPING: D 461 1994
 AB8835_MARK LOGO: NGS
 AB8835_PROJECTION: FLUSH
 AB8835_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8835+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8835_ROD/PIPE-DEPTH: 6.4 meters
 AB8835_SLEEVE-DEPTH  : 0.9 meters
 AB8835
 AB8835  HISTORY     - Date     Condition        Report By
 AB8835  HISTORY     - 1994     MONUMENTED       NGS
 AB8835
 AB8835                          STATION DESCRIPTION
 AB8835
 AB8835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8835'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8835'IN ARLINGTON, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8835'96.0 M (315.0 FT) EAST OF MILEPOST 401, 70.0 M (229.7 FT) EAST OF THE
 AB8835'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 23.6 M (77.4 FT)
 AB8835'EAST OF THE CENTER OF A PAVED ROAD, 13.3 M (43.6 FT) NORTH OF THE
 AB8835'CENTER OF 209TH STREET, 2.1 M (6.9 FT) WEST OF A UTILITY POLE WITH 2
 AB8835'GUY CABLES, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE STREET, AND 0.3 M
 AB8835'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8835'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8835'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8952 ***********************************************************************
 AB8952  DESIGNATION -  D 462
 AB8952  PID         -  AB8952
 AB8952  STATE/COUNTY-  SD/HAND
 AB8952  COUNTRY     -  US
 AB8952  USGS QUAD   -  MILLER (2017)
 AB8952
 AB8952                         *CURRENT SURVEY CONTROL
 AB8952  ______________________________________________________________________
 AB8952* NAD 83(1986) POSITION- 44 31 06.     (N) 098 58 14.     (W)   SCALED
 AB8952* NAVD 88 ORTHO HEIGHT -   480.001 (meters)     1574.80  (feet) ADJUSTED
 AB8952  ______________________________________________________________________
 AB8952  GEOID HEIGHT    -        -24.521 (meters)                     GEOID18
 AB8952  DYNAMIC HEIGHT  -        479.909 (meters)     1574.50  (feet) COMP
 AB8952  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 AB8952
 AB8952  VERT ORDER      -  FIRST     CLASS II
 AB8952
 AB8952.The horizontal coordinates were scaled from a map and have
 AB8952.an estimated accuracy of +/- 6 seconds.
 AB8952
 AB8952.The orthometric height was determined by differential leveling and
 AB8952.adjusted by the NATIONAL GEODETIC SURVEY
 AB8952.in October 1997.
 AB8952
 AB8952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8952.GEOID18 height accuracy estimate available here.
 AB8952
 AB8952.Click photographs - Photos may exist for this station.
 AB8952
 AB8952.The dynamic height is computed by dividing the NAVD 88
 AB8952.geopotential number by the normal gravity value computed on the
 AB8952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8952.degrees latitude (g = 980.6199 gals.).
 AB8952
 AB8952.The modeled gravity was interpolated from observed gravity values.
 AB8952
 AB8952;                    North         East    Units  Estimated Accuracy
 AB8952;SPC SD N     -    76,640.      681,840.      MT  (+/- 180 meters Scaled)
 AB8952
 AB8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ023294(NAD 83)
 AB8952
 AB8952                          SUPERSEDED SURVEY CONTROL
 AB8952
 AB8952.No superseded survey control is available for this station.
 AB8952
 AB8952_MARKER: I = METAL ROD
 AB8952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8952_STAMPING: D 462 1994
 AB8952_MARK LOGO: NGS
 AB8952_PROJECTION: RECESSED 20 CENTIMETERS
 AB8952_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8952+STABILITY: POSITION/ELEVATION WELL
 AB8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8952+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AB8952_ROD/PIPE-DEPTH: 16.8 meters
 AB8952_SLEEVE-DEPTH  : 9.8 meters
 AB8952
 AB8952  HISTORY     - Date     Condition        Report By
 AB8952  HISTORY     - 1994     MONUMENTED       NGS
 AB8952  HISTORY     - 19960710 GOOD             NGS
 AB8952
 AB8952                          STATION DESCRIPTION
 AB8952
 AB8952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8952'1.6 KM (1.00 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8952'IN MILLER, 98.4 M (322.8 FT) EAST OF MILEPOST 302, 19.5 M (64.0 FT)
 AB8952'EAST OF THE CENTER OF A GRAVELED ROAD, 14.5 M (47.6 FT) NORTH OF THE
 AB8952'HIGHWAY CENTERLINE, 7.5 M (24.6 FT) EAST OF A UTILITY POLE, 1.5 M (4.9
 AB8952'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTH OF A
 AB8952'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8952'5-INCH LOGO CAP.
 AB8952
 AB8952                          STATION RECOVERY (1996)
 AB8952
 AB8952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8952'IN MILLER, AT THE INTERSECTION OF EAST ELEVENTH AVENUE AND EAST THIRD
 AB8952'STREET (U.S. HIGHWAY 14), 18.5 M (60.7 FT) EAST OF THE AVENUE CENTER,
 AB8952'14.7 M (48.2 FT) NORTH OF THE STREET CENTERLINE, 11.7 M (38.4 FT)
 AB8952'SOUTHEAST OF A FENCE CORNER AND UNDERGROUND CABLE JUNCTION BOX NUMBER
 AB8952'F1101, 7.5 M (24.6 FT) EAST OF A UTILITY POLE, 3.7 M (12.1 FT) NORTH
 AB8952'OF A UTILITY LIGHT POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE STREET,
 AB8952'AND 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AB8952'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8987 ***********************************************************************
 AB8987  DESIGNATION -  D 463
 AB8987  PID         -  AB8987
 AB8987  STATE/COUNTY-  SD/HYDE
 AB8987  COUNTRY     -  US
 AB8987  USGS QUAD   -  HIGHMORE (2017)
 AB8987
 AB8987                         *CURRENT SURVEY CONTROL
 AB8987  ______________________________________________________________________
 AB8987* NAD 83(1986) POSITION- 44 31 40.     (N) 099 23 00.     (W)   SCALED
 AB8987* NAVD 88 ORTHO HEIGHT -   557.979 (meters)     1830.64  (feet) ADJUSTED
 AB8987  ______________________________________________________________________
 AB8987  GEOID HEIGHT    -        -23.914 (meters)                     GEOID18
 AB8987  DYNAMIC HEIGHT  -        557.869 (meters)     1830.28  (feet) COMP
 AB8987  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 AB8987
 AB8987  VERT ORDER      -  FIRST     CLASS II
 AB8987
 AB8987.The horizontal coordinates were scaled from a map and have
 AB8987.an estimated accuracy of +/- 6 seconds.
 AB8987
 AB8987.The orthometric height was determined by differential leveling and
 AB8987.adjusted by the NATIONAL GEODETIC SURVEY
 AB8987.in October 1997.
 AB8987
 AB8987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8987.GEOID18 height accuracy estimate available here.
 AB8987
 AB8987.Click photographs - Photos may exist for this station.
 AB8987
 AB8987.The dynamic height is computed by dividing the NAVD 88
 AB8987.geopotential number by the normal gravity value computed on the
 AB8987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8987.degrees latitude (g = 980.6199 gals.).
 AB8987
 AB8987.The modeled gravity was interpolated from observed gravity values.
 AB8987
 AB8987;                    North         East    Units  Estimated Accuracy
 AB8987;SPC SD N     -    77,360.      649,020.      MT  (+/- 180 meters Scaled)
 AB8987
 AB8987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ695305(NAD 83)
 AB8987
 AB8987                          SUPERSEDED SURVEY CONTROL
 AB8987
 AB8987.No superseded survey control is available for this station.
 AB8987
 AB8987_MARKER: I = METAL ROD
 AB8987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8987_STAMPING: D 463 1994
 AB8987_MARK LOGO: NGS
 AB8987_PROJECTION: FLUSH
 AB8987_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8987+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8987_ROD/PIPE-DEPTH: 5.2 meters
 AB8987_SLEEVE-DEPTH  : 0.9 meters
 AB8987
 AB8987  HISTORY     - Date     Condition        Report By
 AB8987  HISTORY     - 1994     MONUMENTED       NGS
 AB8987
 AB8987                          STATION DESCRIPTION
 AB8987
 AB8987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8987'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8987'STATE HIGHWAY 47 IN HIGHMORE, 58.3 M (191.3 FT) SOUTHWEST OF MILEPOST
 AB8987'281, 68.8 M (225.7 FT) WEST OF THE CENTER OF A COUNTY ROAD 775, 29.9 M
 AB8987'(98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.1 M (13.5 FT) WEST OF THE
 AB8987'EAST END OF 5 BRACED FENCE POSTS, 0.6 M (2.0 FT) NORTH OF A WITNESS
 AB8987'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB8987'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8987'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8999 ***********************************************************************
 AB8999  DESIGNATION -  D 464
 AB8999  PID         -  AB8999
 AB8999  STATE/COUNTY-  SD/HYDE
 AB8999  COUNTRY     -  US
 AB8999  USGS QUAD   -  HOLABIRD (2017)
 AB8999
 AB8999                         *CURRENT SURVEY CONTROL
 AB8999  ______________________________________________________________________
 AB8999* NAD 83(1986) POSITION- 44 31 37.     (N) 099 36 13.     (W)   SCALED
 AB8999* NAVD 88 ORTHO HEIGHT -   546.658 (meters)     1793.49  (feet) ADJUSTED
 AB8999  ______________________________________________________________________
 AB8999  GEOID HEIGHT    -        -23.686 (meters)                     GEOID18
 AB8999  DYNAMIC HEIGHT  -        546.549 (meters)     1793.14  (feet) COMP
 AB8999  MODELED GRAVITY -    980,400.9   (mgal)                       NAVD 88
 AB8999
 AB8999  VERT ORDER      -  FIRST     CLASS II
 AB8999
 AB8999.The horizontal coordinates were scaled from a map and have
 AB8999.an estimated accuracy of +/- 6 seconds.
 AB8999
 AB8999.The orthometric height was determined by differential leveling and
 AB8999.adjusted by the NATIONAL GEODETIC SURVEY
 AB8999.in October 1997.
 AB8999
 AB8999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8999.GEOID18 height accuracy estimate available here.
 AB8999
 AB8999.Click photographs - Photos may exist for this station.
 AB8999
 AB8999.The dynamic height is computed by dividing the NAVD 88
 AB8999.geopotential number by the normal gravity value computed on the
 AB8999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8999.degrees latitude (g = 980.6199 gals.).
 AB8999
 AB8999.The modeled gravity was interpolated from observed gravity values.
 AB8999
 AB8999;                    North         East    Units  Estimated Accuracy
 AB8999;SPC SD N     -    77,150.      631,510.      MT  (+/- 180 meters Scaled)
 AB8999
 AB8999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ520305(NAD 83)
 AB8999
 AB8999                          SUPERSEDED SURVEY CONTROL
 AB8999
 AB8999.No superseded survey control is available for this station.
 AB8999
 AB8999_MARKER: I = METAL ROD
 AB8999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8999_STAMPING: D 464 1994
 AB8999_MARK LOGO: NGS
 AB8999_PROJECTION: FLUSH
 AB8999_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8999+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8999_ROD/PIPE-DEPTH: 7.3 meters
 AB8999_SLEEVE-DEPTH  : 0.9 meters
 AB8999
 AB8999  HISTORY     - Date     Condition        Report By
 AB8999  HISTORY     - 1994     MONUMENTED       NGS
 AB8999
 AB8999                          STATION DESCRIPTION
 AB8999
 AB8999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8999'12.8 KM (7.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8999'STATE HIGHWAY 47 IN HIGHMORE, 84.0 M (275.6 FT) EAST OF MILEPOST 270,
 AB8999'40.6 M (133.2 FT) EAST OF THE CENTER OF COUNTY 649, 22.2 M (72.8 FT)
 AB8999'NORTH OF THE HIGHWAY CENTERLINE, 15.3 M (50.2 FT) WEST OF AN
 AB8999'UNDERGROUND CABLE JUNCTION BOX, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AB8999'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8999'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8999'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5625 ***********************************************************************
 AC5625  DESIGNATION -  D 465
 AC5625  PID         -  AC5625
 AC5625  STATE/COUNTY-  SD/CUSTER
 AC5625  COUNTRY     -  US
 AC5625  USGS QUAD   -  JEWEL CAVE (2017)
 AC5625
 AC5625                         *CURRENT SURVEY CONTROL
 AC5625  ______________________________________________________________________
 AC5625* NAD 83(1986) POSITION- 43 44 13.     (N) 103 50 05.     (W)   SCALED
 AC5625* NAVD 88 ORTHO HEIGHT -  1676.016 (meters)     5498.73  (feet) ADJUSTED
 AC5625  ______________________________________________________________________
 AC5625  GEOID HEIGHT    -        -13.350 (meters)                     GEOID18
 AC5625  DYNAMIC HEIGHT  -       1675.232 (meters)     5496.16  (feet) COMP
 AC5625  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 AC5625
 AC5625  VERT ORDER      -  FIRST     CLASS II
 AC5625
 AC5625.The horizontal coordinates were scaled from a map and have
 AC5625.an estimated accuracy of +/- 6 seconds.
 AC5625
 AC5625.The orthometric height was determined by differential leveling and
 AC5625.adjusted by the NATIONAL GEODETIC SURVEY
 AC5625.in October 1997.
 AC5625
 AC5625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5625.GEOID18 height accuracy estimate available here.
 AC5625
 AC5625.Click photographs - Photos may exist for this station.
 AC5625
 AC5625.The dynamic height is computed by dividing the NAVD 88
 AC5625.geopotential number by the normal gravity value computed on the
 AC5625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5625.degrees latitude (g = 980.6199 gals.).
 AC5625
 AC5625.The modeled gravity was interpolated from observed gravity values.
 AC5625
 AC5625;                    North         East    Units  Estimated Accuracy
 AC5625;SPC SD S     -   161,870.      318,040.      MT  (+/- 180 meters Scaled)
 AC5625
 AC5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ938433(NAD 83)
 AC5625
 AC5625                          SUPERSEDED SURVEY CONTROL
 AC5625
 AC5625.No superseded survey control is available for this station.
 AC5625
 AC5625_MARKER: I = METAL ROD
 AC5625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5625_STAMPING: D 465 1995
 AC5625_MARK LOGO: NGS
 AC5625_PROJECTION: FLUSH
 AC5625_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5625+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5625_ROD/PIPE-DEPTH: 4.6 meters
 AC5625_SLEEVE-DEPTH  : 0.9 meters
 AC5625
 AC5625  HISTORY     - Date     Condition        Report By
 AC5625  HISTORY     - 1995     MONUMENTED       NGS
 AC5625
 AC5625                          STATION DESCRIPTION
 AC5625
 AC5625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5625'21.5 KM (13.35 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5625'IN CUSTER, 725.0 M (2378.6 FT) WEST OF THE CENTER OF A PAVED ROAD
 AC5625'LEADING TO THE JEWEL CAVE NATIONAL MONUMENT, 64.5 M (211.6 FT) WEST OF
 AC5625'MILEPOST 14, 17.5 M (57.4 FT) WEST OF THE SOUTH END OF A CULVERT UNDER
 AC5625'THE HIGHWAY, 13.3 M (43.6 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 AC5625'CENTERLINE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST. NOTE--ACCESS
 AC5625'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AC5625'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9093 ***********************************************************************
 AB9093  DESIGNATION -  D 466
 AB9093  PID         -  AB9093
 AB9093  STATE/COUNTY-  SD/STANLEY
 AB9093  COUNTRY     -  US
 AB9093  USGS QUAD   -  HAYES SOUTH (2017)
 AB9093
 AB9093                         *CURRENT SURVEY CONTROL
 AB9093  ______________________________________________________________________
 AB9093* NAD 83(1986) POSITION- 44 22 19.     (N) 101 05 04.     (W)   SCALED
 AB9093* NAVD 88 ORTHO HEIGHT -   619.575 (meters)     2032.72  (feet) ADJUSTED
 AB9093  ______________________________________________________________________
 AB9093  GEOID HEIGHT    -        -22.428 (meters)                     GEOID18
 AB9093  DYNAMIC HEIGHT  -        619.423 (meters)     2032.22  (feet) COMP
 AB9093  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 AB9093
 AB9093  VERT ORDER      -  FIRST     CLASS II
 AB9093
 AB9093.The horizontal coordinates were scaled from a map and have
 AB9093.an estimated accuracy of +/- 6 seconds.
 AB9093
 AB9093.The orthometric height was determined by differential leveling and
 AB9093.adjusted by the NATIONAL GEODETIC SURVEY
 AB9093.in October 1997.
 AB9093
 AB9093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9093.GEOID18 height accuracy estimate available here.
 AB9093
 AB9093.Click photographs - Photos may exist for this station.
 AB9093
 AB9093.The dynamic height is computed by dividing the NAVD 88
 AB9093.geopotential number by the normal gravity value computed on the
 AB9093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9093.degrees latitude (g = 980.6199 gals.).
 AB9093
 AB9093.The modeled gravity was interpolated from observed gravity values.
 AB9093
 AB9093;                    North         East    Units  Estimated Accuracy
 AB9093;SPC SD S     -   226,750.      540,140.      MT  (+/- 180 meters Scaled)
 AB9093
 AB9093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ339152(NAD 83)
 AB9093
 AB9093                          SUPERSEDED SURVEY CONTROL
 AB9093
 AB9093.No superseded survey control is available for this station.
 AB9093
 AB9093_MARKER: I = METAL ROD
 AB9093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9093_STAMPING: D 466 1995
 AB9093_MARK LOGO: NGS
 AB9093_PROJECTION: FLUSH
 AB9093_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9093+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AB9093_ROD/PIPE-DEPTH: 3.3 meters
 AB9093_SLEEVE-DEPTH  : 0.9 meters
 AB9093
 AB9093  HISTORY     - Date     Condition        Report By
 AB9093  HISTORY     - 1995     MONUMENTED       NGS
 AB9093  HISTORY     - 20130116 GOOD             INDIV
 AB9093
 AB9093                          STATION DESCRIPTION
 AB9093
 AB9093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9093'5.0 KM (3.10 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9093'IN HAYES, 56.3 M (184.7 FT) NORTH-NORTHWEST OF MILEPOST 192, 38.6 M
 AB9093'(126.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) NORTH OF
 AB9093'THE CENTER OF A GRAVELED ROAD, 3.5 M (11.5 FT) SOUTH OF THE SOUTH LEG
 AB9093'OF A TRANSFORMER STAND, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB9093'AND 1.2 M (3.9 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AB9093'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB9093'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9093
 AB9093                          STATION RECOVERY (2013)
 AB9093
 AB9093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AB9093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2001 ***********************************************************************
 AE2001  DESIGNATION -  D 467
 AE2001  PID         -  AE2001
 AE2001  STATE/COUNTY-  SD/CODINGTON
 AE2001  COUNTRY     -  US
 AE2001  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2001
 AE2001                         *CURRENT SURVEY CONTROL
 AE2001  ______________________________________________________________________
 AE2001* NAD 83(1986) POSITION- 44 54 09.     (N) 097 08 12.     (W)   SCALED
 AE2001* NAVD 88 ORTHO HEIGHT -   525.789 (meters)     1725.03  (feet) ADJUSTED
 AE2001  ______________________________________________________________________
 AE2001  GEOID HEIGHT    -        -25.112 (meters)                     GEOID18
 AE2001  DYNAMIC HEIGHT  -        525.711 (meters)     1724.77  (feet) COMP
 AE2001  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 AE2001
 AE2001  VERT ORDER      -  FIRST     CLASS II
 AE2001
 AE2001.The horizontal coordinates were scaled from a map and have
 AE2001.an estimated accuracy of +/- 6 seconds.
 AE2001
 AE2001.The orthometric height was determined by differential leveling and
 AE2001.adjusted by the NATIONAL GEODETIC SURVEY
 AE2001.in July 1998.
 AE2001
 AE2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2001.GEOID18 height accuracy estimate available here.
 AE2001
 AE2001.Click photographs - Photos may exist for this station.
 AE2001
 AE2001.The dynamic height is computed by dividing the NAVD 88
 AE2001.geopotential number by the normal gravity value computed on the
 AE2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2001.degrees latitude (g = 980.6199 gals.).
 AE2001
 AE2001.The modeled gravity was interpolated from observed gravity values.
 AE2001
 AE2001;                    North         East    Units  Estimated Accuracy
 AE2001;SPC SD N     -   122,810.      826,090.      MT  (+/- 180 meters Scaled)
 AE2001
 AE2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ471738(NAD 83)
 AE2001
 AE2001                          SUPERSEDED SURVEY CONTROL
 AE2001
 AE2001.No superseded survey control is available for this station.
 AE2001
 AE2001_MARKER: I = METAL ROD
 AE2001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2001_STAMPING: D 467 1995
 AE2001_MARK LOGO: NGS
 AE2001_PROJECTION: RECESSED 4 CENTIMETERS
 AE2001_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2001+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 AE2001_ROD/PIPE-DEPTH: 10.5 meters
 AE2001_SLEEVE-DEPTH  : 0.9 meters
 AE2001
 AE2001  HISTORY     - Date     Condition        Report By
 AE2001  HISTORY     - 1995     MONUMENTED       NGS
 AE2001  HISTORY     - 19950919 GOOD             NGS
 AE2001  HISTORY     - 19961011 GOOD             CHANCE
 AE2001  HISTORY     - 20160914 GOOD             INDIV
 AE2001
 AE2001                          STATION DESCRIPTION
 AE2001
 AE2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2001'IN WATERTOWN, AT THE INTERSECTION OF KEMP AVENUE AND 13TH STREET, 16.0
 AE2001'M (52.5 FT) SOUTH OF THE AVENUE CENTER, 11.2 M (36.7 FT) EAST OF THE
 AE2001'STREET CENTER, 1.2 M (3.9 FT) WEST OF A WITNESS POST AND FENCE, AND
 AE2001'0.7 M (2.3 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE
 AE2001'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE2001'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2001
 AE2001                          STATION RECOVERY (1996)
 AE2001
 AE2001'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2001'IN WATERTOWN, AT THE INTERSECTION OF WEST KEMP AVENUE AND 13TH STREET
 AE2001'WEST, 16.0 M (52.5 FT) SOUTH OF THE AVENUE CENTER, 11.2 M (36.7 FT)
 AE2001'EAST OF THE STREET CENTER, 1.2 M (3.9 FT) WEST OF A WITNESS POST AND
 AE2001'FENCE, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE STREET. NOTE--ACCESS
 AE2001'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE2001'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2001
 AE2001                          STATION RECOVERY (2016)
 AE2001
 AE2001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RES)
 AE2001'SURVEY MARKER IS UNDER A MANHOLE COVER LOCATED IN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5807 ***********************************************************************
 AE5807  DESIGNATION -  D 468
 AE5807  PID         -  AE5807
 AE5807  STATE/COUNTY-  SD/CLARK
 AE5807  COUNTRY     -  US
 AE5807  USGS QUAD   -  RAYMOND (2017)
 AE5807
 AE5807                         *CURRENT SURVEY CONTROL
 AE5807  ______________________________________________________________________
 AE5807* NAD 83(1986) POSITION- 44 53 19.     (N) 097 55 39.     (W)   SCALED
 AE5807* NAVD 88 ORTHO HEIGHT -   448.722 (meters)     1472.18  (feet) ADJUSTED
 AE5807  ______________________________________________________________________
 AE5807  GEOID HEIGHT    -        -24.510 (meters)                     GEOID18
 AE5807  DYNAMIC HEIGHT  -        448.669 (meters)     1472.01  (feet) COMP
 AE5807  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 AE5807
 AE5807  VERT ORDER      -  FIRST     CLASS II
 AE5807
 AE5807.The horizontal coordinates were scaled from a map and have
 AE5807.an estimated accuracy of +/- 6 seconds.
 AE5807
 AE5807.The orthometric height was determined by differential leveling and
 AE5807.adjusted by the NATIONAL GEODETIC SURVEY
 AE5807.in July 1998.
 AE5807
 AE5807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5807.GEOID18 height accuracy estimate available here.
 AE5807
 AE5807.Click photographs - Photos may exist for this station.
 AE5807
 AE5807.The dynamic height is computed by dividing the NAVD 88
 AE5807.geopotential number by the normal gravity value computed on the
 AE5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5807.degrees latitude (g = 980.6199 gals.).
 AE5807
 AE5807.The modeled gravity was interpolated from observed gravity values.
 AE5807
 AE5807;                    North         East    Units  Estimated Accuracy
 AE5807;SPC SD N     -   119,360.      763,700.      MT  (+/- 180 meters Scaled)
 AE5807
 AE5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ846711(NAD 83)
 AE5807
 AE5807                          SUPERSEDED SURVEY CONTROL
 AE5807
 AE5807.No superseded survey control is available for this station.
 AE5807
 AE5807_MARKER: F = FLANGE-ENCASED ROD
 AE5807_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5807_STAMPING: D 468 1995
 AE5807_MARK LOGO: NGS
 AE5807_PROJECTION: FLUSH
 AE5807_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5807+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1999
 AE5807_ROD/PIPE-DEPTH: 6.4 meters
 AE5807_SLEEVE-DEPTH  : 0.9 meters
 AE5807
 AE5807  HISTORY     - Date     Condition        Report By
 AE5807  HISTORY     - 1995     MONUMENTED       NGS
 AE5807  HISTORY     - 19991101 GOOD             NGS
 AE5807
 AE5807                          STATION DESCRIPTION
 AE5807
 AE5807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5807'13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5807'HUMPHREY DRIVE IN DOLAND, 204.0 M (669.3 FT) EAST OF MILEPOST 336,
 AE5807'21.9 M (71.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.8 M (25.6 FT)
 AE5807'SOUTH OF THE SOUTHEAST END OF A CULVERT UNDER A FIELD ENTRANCE ROAD,
 AE5807'7.7 M (25.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 AE5807'0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND THE SOUTHEAST END OF 3
 AE5807'BRACED FENCE POSTS, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE5807'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5807'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE5807
 AE5807                          STATION RECOVERY (1999)
 AE5807
 AE5807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE5807'13.9 KM (8.65 MI) EASTERLY ALONG U.S.  HIGHWAY 212 FROM THE JUNCTION
 AE5807'OF HUMPHREY DRIVE IN DOLAND, 204.0 M (669.3 FT) EAST OF MILEPOST 336,
 AE5807'21.9 M (71.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.8 M (25.6 FT)
 AE5807'SOUTHEAST OF THE SOUTHEAST END OF A CULVERT UNDER A FIELD ENTRANCE,
 AE5807'7.7 M (25.3 FT) SOUTHEAST OF THE CENTER OF THE FIELD ENTRANCE, 0.7 M
 AE5807'(2.3 FT) NORTHEAST OF THE OF A WITNESS POST AND SOUTHEAST END OF 3
 AE5807'BRACED FENCE POSTS, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE5807'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5807'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AE5807'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5851 ***********************************************************************
 AE5851  DESIGNATION -  D 469
 AE5851  PID         -  AE5851
 AE5851  STATE/COUNTY-  SD/FAULK
 AE5851  COUNTRY     -  US
 AE5851  USGS QUAD   -  MIRANDA (2017)
 AE5851
 AE5851                         *CURRENT SURVEY CONTROL
 AE5851  ______________________________________________________________________
 AE5851* NAD 83(1986) POSITION- 44 53 50.     (N) 098 56 16.     (W)   SCALED
 AE5851* NAVD 88 ORTHO HEIGHT -   435.021 (meters)     1427.23  (feet) ADJUSTED
 AE5851  ______________________________________________________________________
 AE5851  GEOID HEIGHT    -        -24.066 (meters)                     GEOID18
 AE5851  DYNAMIC HEIGHT  -        434.964 (meters)     1427.04  (feet) COMP
 AE5851  MODELED GRAVITY -    980,473.0   (mgal)                       NAVD 88
 AE5851
 AE5851  VERT ORDER      -  FIRST     CLASS II
 AE5851
 AE5851.The horizontal coordinates were scaled from a map and have
 AE5851.an estimated accuracy of +/- 6 seconds.
 AE5851
 AE5851.The orthometric height was determined by differential leveling and
 AE5851.adjusted by the NATIONAL GEODETIC SURVEY
 AE5851.in July 1998.
 AE5851
 AE5851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5851.GEOID18 height accuracy estimate available here.
 AE5851
 AE5851.Click photographs - Photos may exist for this station.
 AE5851
 AE5851.The dynamic height is computed by dividing the NAVD 88
 AE5851.geopotential number by the normal gravity value computed on the
 AE5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5851.degrees latitude (g = 980.6199 gals.).
 AE5851
 AE5851.The modeled gravity was interpolated from observed gravity values.
 AE5851
 AE5851;                    North         East    Units  Estimated Accuracy
 AE5851;SPC SD N     -   118,770.      683,900.      MT  (+/- 180 meters Scaled)
 AE5851
 AE5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ049715(NAD 83)
 AE5851
 AE5851                          SUPERSEDED SURVEY CONTROL
 AE5851
 AE5851.No superseded survey control is available for this station.
 AE5851
 AE5851_MARKER: I = METAL ROD
 AE5851_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5851_STAMPING: D 469 1996
 AE5851_MARK LOGO: NGS
 AE5851_PROJECTION: FLUSH
 AE5851_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5851+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5851_ROD/PIPE-DEPTH: 4.7 meters
 AE5851_SLEEVE-DEPTH  : 0.9 meters
 AE5851
 AE5851  HISTORY     - Date     Condition        Report By
 AE5851  HISTORY     - 1996     MONUMENTED       NGS
 AE5851
 AE5851                          STATION DESCRIPTION
 AE5851
 AE5851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5851'29.7 KM (18.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE5851'OFFICE IN FAULKTON, 1022.0 M (3353.0 FT) EAST OF MILEPOST 285, 16.2 M
 AE5851'(53.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.3 M (43.6 FT) WEST OF A
 AE5851'UTILITY POLE, 5.5 M (18.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 AE5851'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 AE5851'SOUTH OF A WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AE5851'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5851'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0542 ***********************************************************************
 PS0542  DESIGNATION -  D 47 RESET
 PS0542  PID         -  PS0542
 PS0542  STATE/COUNTY-  SD/FAULK
 PS0542  COUNTRY     -  US
 PS0542  USGS QUAD   -  BALD HILLS (2017)
 PS0542
 PS0542                         *CURRENT SURVEY CONTROL
 PS0542  ______________________________________________________________________
 PS0542* NAD 83(1986) POSITION- 44 58 04.     (N) 099 30 06.     (W)   SCALED
 PS0542* NAVD 88 ORTHO HEIGHT -   595.29  (meters)     1953.0   (feet) RESET
 PS0542  ______________________________________________________________________
 PS0542  GEOID HEIGHT    -        -22.933 (meters)                     GEOID18
 PS0542  VERT ORDER      -  THIRD
 PS0542
 PS0542.The horizontal coordinates were scaled from a map and have
 PS0542.an estimated accuracy of +/- 6 seconds.
 PS0542
 PS0542.The orthometric height was computed from unverified reset data.
 PS0542
 PS0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0542.GEOID18 height accuracy estimate available here.
 PS0542
 PS0542.Click photographs - Photos may exist for this station.
 PS0542
 PS0542;                    North         East    Units  Estimated Accuracy
 PS0542;SPC SD N     -   126,180.      639,310.      MT  (+/- 180 meters Scaled)
 PS0542
 PS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ604794(NAD 83)
 PS0542
 PS0542                          SUPERSEDED SURVEY CONTROL
 PS0542
 PS0542.No superseded survey control is available for this station.
 PS0542
 PS0542_MARKER: DB = BENCH MARK DISK
 PS0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0542_STAMPING: D 47 RESET 1960
 PS0542_MARK LOGO: CGS
 PS0542_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0542+STABILITY: SURFACE MOTION
 PS0542
 PS0542  HISTORY     - Date     Condition        Report By
 PS0542  HISTORY     - 1960     MONUMENTED       CGS
 PS0542
 PS0542                          STATION DESCRIPTION
 PS0542
 PS0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PS0542'6.8 MI S FROM SENECA.
 PS0542'THIS MARK IS LOCATED 6.8 MILES SOUTH ALONG THE HIGHMORE ROAD
 PS0542'FROM THE POST OFFICE AT SENECA, 0.1 MILE SOUTH OF A CURVE IN
 PS0542'THE ROAD, ACROSS THE ROAD FROM A FARMHOUSE, 100 FEET SOUTH OF
 PS0542'THE DRIVEWAY LEADING EAST TO A FARMHOUSE, 50 FEET WEST OF THE
 PS0542'CENTERLINE OF THE ROAD, 32 FEET NORTH OF A TELEPHONE POLE, 2
 PS0542'FEET SOUTH OF A WITNESS POST, IN LINE WITH TELEPHONE POLES AND
 PS0542'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 PS0542'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4105 ***********************************************************************
 AE4105  CBN         -  This is a Cooperative Base Network Control Station.
 AE4105  DESIGNATION -  D 470
 AE4105  PID         -  AE4105
 AE4105  STATE/COUNTY-  SD/POTTER
 AE4105  COUNTRY     -  US
 AE4105  USGS QUAD   -  GETTYSBURG MUNICIPAL AIRPORT (2017)
 AE4105
 AE4105                         *CURRENT SURVEY CONTROL
 AE4105  ______________________________________________________________________
 AE4105* NAD 83(2011) POSITION- 44 59 56.28771(N) 099 57 36.10223(W)   ADJUSTED
 AE4105* NAD 83(2011) ELLIP HT-   606.296 (meters)        (06/27/12)   ADJUSTED
 AE4105* NAD 83(2011) EPOCH   -  2010.00
 AE4105* NAVD 88 ORTHO HEIGHT -   628.871 (meters)     2063.22  (feet) ADJUSTED
 AE4105  ______________________________________________________________________
 AE4105  GEOID HEIGHT    -        -22.573 (meters)                     GEOID18
 AE4105  NAD 83(2011) X  -   -781,455.647 (meters)                     COMP
 AE4105  NAD 83(2011) Y  - -4,450,006.789 (meters)                     COMP
 AE4105  NAD 83(2011) Z  -  4,487,696.083 (meters)                     COMP
 AE4105  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 AE4105  DYNAMIC HEIGHT  -        628.775 (meters)     2062.91  (feet) COMP
 AE4105  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 AE4105
 AE4105  VERT ORDER      -  FIRST     CLASS II
 AE4105
 AE4105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE4105  Standards:
 AE4105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE4105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE4105  -------------------------------------------------------------------
 AE4105  NETWORK    0.76   1.53           0.35   0.25   0.78     -0.10991775
 AE4105  -------------------------------------------------------------------
 AE4105  Click here for local accuracies and other accuracy information.
 AE4105
 AE4105.The horizontal coordinates were established by GPS observations
 AE4105.and adjusted by the National Geodetic Survey in June 2012.
 AE4105
 AE4105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE4105.been affixed to the stable North American tectonic plate. See 
 AE4105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE4105
 AE4105.The horizontal coordinates are valid at the epoch date displayed above
 AE4105.which is a decimal equivalence of Year/Month/Day.
 AE4105
 AE4105.The orthometric height was determined by differential leveling and
 AE4105.adjusted by the NATIONAL GEODETIC SURVEY
 AE4105.in July 1998.
 AE4105
 AE4105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4105.GEOID18 height accuracy estimate available here.
 AE4105
 AE4105.Click photographs - Photos may exist for this station.
 AE4105
 AE4105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4105
 AE4105.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE4105
 AE4105.The ellipsoidal height was determined by GPS observations
 AE4105.and is referenced to NAD 83.
 AE4105
 AE4105.The dynamic height is computed by dividing the NAVD 88
 AE4105.geopotential number by the normal gravity value computed on the
 AE4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4105.degrees latitude (g = 980.6199 gals.).
 AE4105
 AE4105.The modeled gravity was interpolated from observed gravity values.
 AE4105
 AE4105. The following values were computed from the NAD 83(2011) position.
 AE4105
 AE4105;                    North         East     Units Scale Factor Converg.
 AE4105;SPC SD N     -   129,528.838   603,151.500   MT  0.99993953   +0 01 41.8
 AE4105;SPC SD N     -   424,962.53  1,978,839.55   sFT  0.99993953   +0 01 41.8
 AE4105;UTM  14      - 4,983,284.109   424,333.714   MT  0.99967040   -0 40 43.9
 AE4105
 AE4105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4105!SPC SD N     -   0.99990495  x   0.99993953  =   0.99984449
 AE4105!UTM  14      -   0.99990495  x   0.99967040  =   0.99957538
 AE4105
 AE4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2433383284(NAD 83)
 AE4105
 AE4105                          SUPERSEDED SURVEY CONTROL
 AE4105
 AE4105  NAD 83(2007)-  44 59 56.28763(N)    099 57 36.10318(W) AD(2002.00) 0
 AE4105  ELLIP H (02/10/07)  606.330  (m)                       GP(2002.00)    
 AE4105  NAD 83(1996)-  44 59 56.28726(N)    099 57 36.10301(W) AD(       ) A
 AE4105  ELLIP H (06/23/03)  606.330  (m)                       GP(       ) 3 1
 AE4105  NAVD 88             628.87   (m)         2063.2    (f) LEVELING    3  
 AE4105
 AE4105.Superseded values are not recommended for survey control.
 AE4105
 AE4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4105.See file dsdata.pdf to determine how the superseded data were derived.
 AE4105
 AE4105_MARKER: I = METAL ROD
 AE4105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4105_STAMPING: D 470 1996
 AE4105_MARK LOGO: NGS
 AE4105_PROJECTION: FLUSH
 AE4105_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4105+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AE4105_ROD/PIPE-DEPTH: 6.10 meters
 AE4105_SLEEVE-DEPTH  : 0.90 meters
 AE4105
 AE4105  HISTORY     - Date     Condition        Report By
 AE4105  HISTORY     - 1996     MONUMENTED       NGS
 AE4105  HISTORY     - 20020523 GOOD             SDDT
 AE4105  HISTORY     - 20120614 GOOD             INDIV
 AE4105  HISTORY     - 20160516 GOOD             DEWDAV
 AE4105
 AE4105                          STATION DESCRIPTION
 AE4105
 AE4105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4105'0.3 M (1.0 FT) WESTERLY ALONG BLAINE AVENUE FROM THE POST OFFICE IN
 AE4105'GETTYSBURG, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG MANNSTON STREET,
 AE4105'15.2 M (49.9 FT) EAST OF THE STREET CENTER, 14.3 M (46.9 FT) SOUTH OF
 AE4105'THE CENTER OF A GRAVELED ROAD, 2.3 M (7.5 FT) SOUTH OF A FENCE CORNER,
 AE4105'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST
 AE4105'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE4105'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE4105'SPECIFICATIONS FOR A CLASS A MARK.
 AE4105
 AE4105                          STATION RECOVERY (2002)
 AE4105
 AE4105'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE4105'RECOVERED AS DESCRIBED
 AE4105'
 AE4105
 AE4105                          STATION RECOVERY (2012)
 AE4105
 AE4105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4105'RECOVERED IN GOOD CONDITION.
 AE4105
 AE4105                          STATION RECOVERY (2016)
 AE4105
 AE4105'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AE4105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4130 ***********************************************************************
 AE4130  DESIGNATION -  D 471
 AE4130  PID         -  AE4130
 AE4130  STATE/COUNTY-  SD/FAULK
 AE4130  COUNTRY     -  US
 AE4130  USGS QUAD   -  BURKMERE (2017)
 AE4130
 AE4130                         *CURRENT SURVEY CONTROL
 AE4130  ______________________________________________________________________
 AE4130* NAD 83(1986) POSITION- 45 02 31.     (N) 099 20 30.     (W)   SCALED
 AE4130* NAVD 88 ORTHO HEIGHT -   536.357 (meters)     1759.70  (feet) ADJUSTED
 AE4130  ______________________________________________________________________
 AE4130  GEOID HEIGHT    -        -23.250 (meters)                     GEOID18
 AE4130  DYNAMIC HEIGHT  -        536.282 (meters)     1759.45  (feet) COMP
 AE4130  MODELED GRAVITY -    980,461.0   (mgal)                       NAVD 88
 AE4130
 AE4130  VERT ORDER      -  FIRST     CLASS II
 AE4130
 AE4130.The horizontal coordinates were scaled from a map and have
 AE4130.an estimated accuracy of +/- 6 seconds.
 AE4130
 AE4130.The orthometric height was determined by differential leveling and
 AE4130.adjusted by the NATIONAL GEODETIC SURVEY
 AE4130.in July 1998.
 AE4130
 AE4130.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4130.GEOID18 height accuracy estimate available here.
 AE4130
 AE4130.Click photographs - Photos may exist for this station.
 AE4130
 AE4130.The dynamic height is computed by dividing the NAVD 88
 AE4130.geopotential number by the normal gravity value computed on the
 AE4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4130.degrees latitude (g = 980.6199 gals.).
 AE4130
 AE4130.The modeled gravity was interpolated from observed gravity values.
 AE4130
 AE4130;                    North         East    Units  Estimated Accuracy
 AE4130;SPC SD N     -   134,520.      651,870.      MT  (+/- 180 meters Scaled)
 AE4130
 AE4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ730876(NAD 83)
 AE4130
 AE4130                          SUPERSEDED SURVEY CONTROL
 AE4130
 AE4130.No superseded survey control is available for this station.
 AE4130
 AE4130_MARKER: I = METAL ROD
 AE4130_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4130_STAMPING: D 471 1996
 AE4130_MARK LOGO: NGS
 AE4130_PROJECTION: FLUSH
 AE4130_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4130+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4130_ROD/PIPE-DEPTH: 6.6 meters
 AE4130_SLEEVE-DEPTH  : 0.9 meters
 AE4130
 AE4130  HISTORY     - Date     Condition        Report By
 AE4130  HISTORY     - 1996     MONUMENTED       NGS
 AE4130
 AE4130                          STATION DESCRIPTION
 AE4130
 AE4130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4130'17.3 M (56.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4130'IN FAULKTON, 689.0 M (2260.5 FT) EAST OF MILEPOST 256, 21.8 M (71.5
 AE4130'FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) WEST OF THE
 AE4130'CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND
 AE4130'THE CENTER OF 2 BRACED FENCE POSTS, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 AE4130'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE4130'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE4130'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0259 ***********************************************************************
 OQ0259  DESIGNATION -  D 5
 OQ0259  PID         -  OQ0259
 OQ0259  STATE/COUNTY-  SD/MINNEHAHA
 OQ0259  COUNTRY     -  US
 OQ0259  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0259
 OQ0259                         *CURRENT SURVEY CONTROL
 OQ0259  ______________________________________________________________________
 OQ0259* NAD 83(1986) POSITION- 43 32 02.     (N) 096 45 51.     (W)   SCALED
 OQ0259* NAVD 88 ORTHO HEIGHT -   448.006 (meters)     1469.83  (feet) ADJUSTED
 OQ0259  ______________________________________________________________________
 OQ0259  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OQ0259  DYNAMIC HEIGHT  -        447.887 (meters)     1469.44  (feet) COMP
 OQ0259  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 OQ0259
 OQ0259  VERT ORDER      -  FIRST     CLASS II
 OQ0259
 OQ0259.The horizontal coordinates were scaled from a map and have
 OQ0259.an estimated accuracy of +/- 6 seconds.
 OQ0259
 OQ0259.The orthometric height was determined by differential leveling and
 OQ0259.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0259.in June 1991.
 OQ0259
 OQ0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0259.GEOID18 height accuracy estimate available here.
 OQ0259
 OQ0259.Click photographs - Photos may exist for this station.
 OQ0259
 OQ0259.The dynamic height is computed by dividing the NAVD 88
 OQ0259.geopotential number by the normal gravity value computed on the
 OQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0259.degrees latitude (g = 980.6199 gals.).
 OQ0259
 OQ0259.The modeled gravity was interpolated from observed gravity values.
 OQ0259
 OQ0259;                    North         East    Units  Estimated Accuracy
 OQ0259;SPC SD S     -   139,570.      888,390.      MT  (+/- 180 meters Scaled)
 OQ0259
 OQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP806225(NAD 83)
 OQ0259
 OQ0259                          SUPERSEDED SURVEY CONTROL
 OQ0259
 OQ0259  NGVD 29 (??/??/92)  447.747  (m)         1468.98   (f) ADJ UNCH    1 2
 OQ0259
 OQ0259.Superseded values are not recommended for survey control.
 OQ0259
 OQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0259.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0259
 OQ0259_MARKER: DB = BENCH MARK DISK
 OQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0259_STAMPING: D 5 1925 1469.049
 OQ0259_MARK LOGO: CGS
 OQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0259+STABILITY: SURFACE MOTION
 OQ0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0259+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ0259
 OQ0259  HISTORY     - Date     Condition        Report By
 OQ0259  HISTORY     - 1925     MONUMENTED       CGS
 OQ0259  HISTORY     - 1949     GOOD             CGS
 OQ0259  HISTORY     - 19900521 GOOD             NGS
 OQ0259  HISTORY     - 20110330 GOOD             INDIV
 OQ0259
 OQ0259                          STATION DESCRIPTION
 OQ0259
 OQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0259'2.5 MI W FROM SIOUX FALLS.
 OQ0259'1.7 MILES WEST ALONG TWELFTH STREET FROM THE WASHINGTON HIGH
 OQ0259'SCHOOL AT SIOUX FALLS, THENCE 0.6 MILE SOUTH ALONG KIWANIS
 OQ0259'AVENUE, THENCE 0.2 MILE WEST ALONG A PARK DRIVE, AT SHERMAN
 OQ0259'PARK, ON THE EAST BLUFF OF THE BIG SIOUX RIVER, 500.0 FEET
 OQ0259'SOUTHWEST OF A FLAGPOLE ON TOP OF THE MOST WESTERLY INDIAN
 OQ0259'MOUND (MOST WESTERLY ONE OF FOUR INDIAN MOUNDS ON TOP OF A HILL),
 OQ0259'APPROXIMATELY 298.0 FEET NORTH NORTHEAST OF A RESIDENCE, 46.2
 OQ0259'FEET NORTHWEST OF THE NORTHWEST STONE CURB ALONG THE NORTHWEST
 OQ0259'SIDE OF A PARK DRIVE, 33.5 FEET NORTH NORTHWEST OF THE SOUTH
 OQ0259'END OF A LONG SEMI-CIRCULAR STONE SEAT, 33.4 FEET WEST OF THE
 OQ0259'NORTH END OF THE STONE SEAT, 12.0 FEET EAST OF THE EDGE OF A
 OQ0259'BLUFF, AND SET IN THE TOP OF A CONCRETE FILLED TERRA-COTTA
 OQ0259'PIPE WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 OQ0259
 OQ0259                          STATION RECOVERY (1990)
 OQ0259
 OQ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0259'0.4 KM (0.2 MI) NORTHWESTERLY ALONG A PARK ROAD FROM ITS INTERSECTION
 OQ0259'WITH 22ND STREET AND KIWANIS AVENUE IN SIOUX FALLS, IN SHERMAN PARK,
 OQ0259'AT A SEMI CIRCULAR STONE SEAT, 152.0 M (498.7 FT) SOUTHWEST OF A FLAG
 OQ0259'POLE THAT IS ON TOP OF THE MOST WESTERLY 1 OF 4 INDIAN BURIAL MOUNDS,
 OQ0259'20.0 M (65.6 FT) NORTH-NORTHWEST OF THE SOUTHWEST END OF THE STONE
 OQ0259'SEAT, 10.2 M (33.5 FT) WEST OF THE NORTH END OF THE STONE SEAT, 0.9 M
 OQ0259'(3.0 FT) BELOW THE LEVEL OF THE ROAD, AND IN A CONCRETE FILLED
 OQ0259'TERRA-COTTA PIPE THAT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 OQ0259'NOTE--THE ORIGINAL DESCRIPTION STATED THAT THE DISK WAS STAMPED D 5
 OQ0259'1926 1496.49, BUT IT IS STAMPED D 5 1925 1469.049.
 OQ0259
 OQ0259                          STATION RECOVERY (2011)
 OQ0259
 OQ0259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0539 ***********************************************************************
 OS0539  DESIGNATION -  D 5 Q
 OS0539  PID         -  OS0539
 OS0539  STATE/COUNTY-  SD/JACKSON
 OS0539  COUNTRY     -  US
 OS0539  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0539
 OS0539                         *CURRENT SURVEY CONTROL
 OS0539  ______________________________________________________________________
 OS0539* NAD 83(1986) POSITION- 43 50 33.     (N) 101 49 47.     (W)   SCALED
 OS0539* NAVD 88 ORTHO HEIGHT -   772.062 (meters)     2533.01  (feet) ADJUSTED
 OS0539  ______________________________________________________________________
 OS0539  GEOID HEIGHT    -        -20.422 (meters)                     GEOID18
 OS0539  DYNAMIC HEIGHT  -        771.820 (meters)     2532.21  (feet) COMP
 OS0539  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 OS0539
 OS0539  VERT ORDER      -  SECOND    CLASS 0
 OS0539
 OS0539.The horizontal coordinates were scaled from a map and have
 OS0539.an estimated accuracy of +/- 6 seconds.
 OS0539
 OS0539.The orthometric height was determined by differential leveling and
 OS0539.adjusted by the NATIONAL GEODETIC SURVEY
 OS0539.in June 1991.
 OS0539
 OS0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0539.GEOID18 height accuracy estimate available here.
 OS0539
 OS0539.Click photographs - Photos may exist for this station.
 OS0539
 OS0539.The dynamic height is computed by dividing the NAVD 88
 OS0539.geopotential number by the normal gravity value computed on the
 OS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0539.degrees latitude (g = 980.6199 gals.).
 OS0539
 OS0539.The modeled gravity was interpolated from observed gravity values.
 OS0539
 OS0539;                    North         East    Units  Estimated Accuracy
 OS0539;SPC SD S     -   168,740.      479,680.      MT  (+/- 180 meters Scaled)
 OS0539
 OS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP725582(NAD 83)
 OS0539
 OS0539                          SUPERSEDED SURVEY CONTROL
 OS0539
 OS0539  NGVD 29 (??/??/92)  771.62   (m)         2531.6    (f) COMPUTED    2 0
 OS0539
 OS0539.Superseded values are not recommended for survey control.
 OS0539
 OS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0539.See file dsdata.pdf to determine how the superseded data were derived.
 OS0539
 OS0539_MARKER: DS = TRIANGULATION STATION DISK
 OS0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0539_STAMPING: D 5 Q 1961
 OS0539_MARK LOGO: CGS
 OS0539_PROJECTION: FLUSH
 OS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0539+STABILITY: SURFACE MOTION
 OS0539
 OS0539  HISTORY     - Date     Condition        Report By
 OS0539  HISTORY     - 1961     MONUMENTED       CGS
 OS0539  HISTORY     - 1962     GOOD             CGS
 OS0539
 OS0539                          STATION DESCRIPTION
 OS0539
 OS0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0539'18.4 MI W FROM KADOKA.
 OS0539'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0539'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0539'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0539'40, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD TO A WIRE
 OS0539'GATE ON THE EAST SIDE OF THE ROAD, THENCE 0.55 MILE EAST ALONG
 OS0539'AN EAST-WEST FENCE LINE, 51.5 FEET WEST OF D 5 Q NO 1, 53.8
 OS0539'FEET NORTH OF D 5 Q NO 2, 3 1/2 FEET SOUTH OF A FENCE LINE,
 OS0539'5.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE
 OS0539'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0540 ***********************************************************************
 OS0540  DESIGNATION -  D 5 Q RM 1
 OS0540  PID         -  OS0540
 OS0540  STATE/COUNTY-  SD/JACKSON
 OS0540  COUNTRY     -  US
 OS0540  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0540
 OS0540                         *CURRENT SURVEY CONTROL
 OS0540  ______________________________________________________________________
 OS0540* NAD 83(1986) POSITION- 43 50 33.     (N) 101 49 47.     (W)   SCALED
 OS0540* NAVD 88 ORTHO HEIGHT -   772.138 (meters)     2533.26  (feet) ADJUSTED
 OS0540  ______________________________________________________________________
 OS0540  GEOID HEIGHT    -        -20.422 (meters)                     GEOID18
 OS0540  DYNAMIC HEIGHT  -        771.896 (meters)     2532.46  (feet) COMP
 OS0540  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 OS0540
 OS0540  VERT ORDER      -  SECOND    CLASS 0
 OS0540
 OS0540.The horizontal coordinates were scaled from a map and have
 OS0540.an estimated accuracy of +/- 6 seconds.
 OS0540
 OS0540.The orthometric height was determined by differential leveling and
 OS0540.adjusted by the NATIONAL GEODETIC SURVEY
 OS0540.in June 1991.
 OS0540
 OS0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0540.GEOID18 height accuracy estimate available here.
 OS0540
 OS0540.Click photographs - Photos may exist for this station.
 OS0540
 OS0540.The dynamic height is computed by dividing the NAVD 88
 OS0540.geopotential number by the normal gravity value computed on the
 OS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0540.degrees latitude (g = 980.6199 gals.).
 OS0540
 OS0540.The modeled gravity was interpolated from observed gravity values.
 OS0540
 OS0540;                    North         East    Units  Estimated Accuracy
 OS0540;SPC SD S     -   168,740.      479,680.      MT  (+/- 180 meters Scaled)
 OS0540
 OS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP725582(NAD 83)
 OS0540
 OS0540                          SUPERSEDED SURVEY CONTROL
 OS0540
 OS0540  NGVD 29 (??/??/92)  771.70   (m)         2531.8    (f) COMPUTED    2 0
 OS0540
 OS0540.Superseded values are not recommended for survey control.
 OS0540
 OS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0540.See file dsdata.pdf to determine how the superseded data were derived.
 OS0540
 OS0540_MARKER: DR = REFERENCE MARK DISK
 OS0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0540_STAMPING: D 5 Q NO 1 1961
 OS0540_MARK LOGO: CGS
 OS0540_PROJECTION: FLUSH
 OS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0540+STABILITY: SURFACE MOTION
 OS0540
 OS0540  HISTORY     - Date     Condition        Report By
 OS0540  HISTORY     - 1961     MONUMENTED       CGS
 OS0540  HISTORY     - 1962     GOOD             CGS
 OS0540
 OS0540                          STATION DESCRIPTION
 OS0540
 OS0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0540'18.4 MI W FROM KADOKA.
 OS0540'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0540'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0540'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0540'40, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD TO A WIRE GATE
 OS0540'ON THE EAST SIDE OF THE ROAD, THENCE 0.55 MILE EAST ALONG AN
 OS0540'EAST-WEST FENCE LINE, IN SECTION 27, T 2 S, R 19 E, 51.5 FEET
 OS0540'EAST OF D 5 Q 1961, 55.7 FEET EAST OF A METAL WITNESS POST,
 OS0540'1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 OS0540'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0538 ***********************************************************************
 OS0538  DESIGNATION -  D 5 Q RM 2
 OS0538  PID         -  OS0538
 OS0538  STATE/COUNTY-  SD/JACKSON
 OS0538  COUNTRY     -  US
 OS0538  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0538
 OS0538                         *CURRENT SURVEY CONTROL
 OS0538  ______________________________________________________________________
 OS0538* NAD 83(1986) POSITION- 43 50 33.     (N) 101 49 47.     (W)   SCALED
 OS0538* NAVD 88 ORTHO HEIGHT -   772.052 (meters)     2532.97  (feet) ADJUSTED
 OS0538  ______________________________________________________________________
 OS0538  GEOID HEIGHT    -        -20.422 (meters)                     GEOID18
 OS0538  DYNAMIC HEIGHT  -        771.810 (meters)     2532.18  (feet) COMP
 OS0538  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 OS0538
 OS0538  VERT ORDER      -  SECOND    CLASS 0
 OS0538
 OS0538.The horizontal coordinates were scaled from a map and have
 OS0538.an estimated accuracy of +/- 6 seconds.
 OS0538
 OS0538.The orthometric height was determined by differential leveling and
 OS0538.adjusted by the NATIONAL GEODETIC SURVEY
 OS0538.in June 1991.
 OS0538
 OS0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0538.GEOID18 height accuracy estimate available here.
 OS0538
 OS0538.Click photographs - Photos may exist for this station.
 OS0538
 OS0538.The dynamic height is computed by dividing the NAVD 88
 OS0538.geopotential number by the normal gravity value computed on the
 OS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0538.degrees latitude (g = 980.6199 gals.).
 OS0538
 OS0538.The modeled gravity was interpolated from observed gravity values.
 OS0538
 OS0538;                    North         East    Units  Estimated Accuracy
 OS0538;SPC SD S     -   168,740.      479,680.      MT  (+/- 180 meters Scaled)
 OS0538
 OS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP725582(NAD 83)
 OS0538
 OS0538                          SUPERSEDED SURVEY CONTROL
 OS0538
 OS0538  NGVD 29 (??/??/92)  771.61   (m)         2531.5    (f) COMPUTED    2 0
 OS0538
 OS0538.Superseded values are not recommended for survey control.
 OS0538
 OS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0538.See file dsdata.pdf to determine how the superseded data were derived.
 OS0538
 OS0538_MARKER: DR = REFERENCE MARK DISK
 OS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0538_STAMPING: D 5 Q NO 2 1961
 OS0538_MARK LOGO: CGS
 OS0538_PROJECTION: FLUSH
 OS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0538+STABILITY: SURFACE MOTION
 OS0538
 OS0538  HISTORY     - Date     Condition        Report By
 OS0538  HISTORY     - 1961     MONUMENTED       CGS
 OS0538  HISTORY     - 1962     GOOD             CGS
 OS0538
 OS0538                          STATION DESCRIPTION
 OS0538
 OS0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0538'18.4 MI W FROM KADOKA.
 OS0538'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0538'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0538'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0538'40, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD TO A WIRE GATE
 OS0538'ON THE EAST SIDE OF THE ROAD, THENCE 0.55 MILE EAST ALONG AN
 OS0538'EAST-WEST FENCE LINE, 53.8 FEET SOUTH OF D 5 Q 1961, 57.5 FEET
 OS0538'SOUTH OF AN EAST-WEST FENCE LINE, AND SET IN THE TOP OF A
 OS0538'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0541 ***********************************************************************
 OS0541  DESIGNATION -  D 5 R
 OS0541  PID         -  OS0541
 OS0541  STATE/COUNTY-  SD/JACKSON
 OS0541  COUNTRY     -  US
 OS0541  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0541
 OS0541                         *CURRENT SURVEY CONTROL
 OS0541  ______________________________________________________________________
 OS0541* NAD 83(1986) POSITION- 43 50 34.     (N) 101 50 10.     (W)   SCALED
 OS0541* NAVD 88 ORTHO HEIGHT -   763.144 (meters)     2503.75  (feet) ADJUSTED
 OS0541  ______________________________________________________________________
 OS0541  GEOID HEIGHT    -        -20.401 (meters)                     GEOID18
 OS0541  DYNAMIC HEIGHT  -        762.905 (meters)     2502.96  (feet) COMP
 OS0541  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OS0541
 OS0541  VERT ORDER      -  SECOND    CLASS 0
 OS0541
 OS0541.The horizontal coordinates were scaled from a map and have
 OS0541.an estimated accuracy of +/- 6 seconds.
 OS0541
 OS0541.The orthometric height was determined by differential leveling and
 OS0541.adjusted by the NATIONAL GEODETIC SURVEY
 OS0541.in June 1991.
 OS0541
 OS0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0541.GEOID18 height accuracy estimate available here.
 OS0541
 OS0541.Click photographs - Photos may exist for this station.
 OS0541
 OS0541.The dynamic height is computed by dividing the NAVD 88
 OS0541.geopotential number by the normal gravity value computed on the
 OS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0541.degrees latitude (g = 980.6199 gals.).
 OS0541
 OS0541.The modeled gravity was interpolated from observed gravity values.
 OS0541
 OS0541;                    North         East    Units  Estimated Accuracy
 OS0541;SPC SD S     -   168,780.      479,170.      MT  (+/- 180 meters Scaled)
 OS0541
 OS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP720583(NAD 83)
 OS0541
 OS0541                          SUPERSEDED SURVEY CONTROL
 OS0541
 OS0541  NGVD 29 (??/??/92)  762.70   (m)         2502.3    (f) COMPUTED    2 0
 OS0541
 OS0541.Superseded values are not recommended for survey control.
 OS0541
 OS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0541.See file dsdata.pdf to determine how the superseded data were derived.
 OS0541
 OS0541_MARKER: DS = TRIANGULATION STATION DISK
 OS0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0541_STAMPING: D 5 R 1961
 OS0541_MARK LOGO: CGS
 OS0541_PROJECTION: FLUSH
 OS0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0541+STABILITY: SURFACE MOTION
 OS0541
 OS0541  HISTORY     - Date     Condition        Report By
 OS0541  HISTORY     - 1961     MONUMENTED       CGS
 OS0541  HISTORY     - 1962     GOOD             CGS
 OS0541
 OS0541                          STATION DESCRIPTION
 OS0541
 OS0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0541'18 MI W FROM KADORA.
 OS0541'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0541'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0541'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0541'40, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD TO A WIRE GATE
 OS0541'ON THE EAST SIDE OF THE ROAD, THENCE 0.2 MILE EAST-SOUTHEAST
 OS0541'ACROSS COUNTRY, IN SECTION 27, T 2 S, R 19 E, 0.15 MILE WEST
 OS0541'OF A SMALL STOCK POND, 0.1 MILE EAST OF A SMALL STOCK POND,
 OS0541'52.2 FEET WEST OF D 5 R NO 1, 76.7 FEET NORTH OF D 5 R NO 2,
 OS0541'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OS0541'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0536 ***********************************************************************
 OS0536  DESIGNATION -  D 5 R AZ MK
 OS0536  PID         -  OS0536
 OS0536  STATE/COUNTY-  SD/JACKSON
 OS0536  COUNTRY     -  US
 OS0536  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0536
 OS0536                         *CURRENT SURVEY CONTROL
 OS0536  ______________________________________________________________________
 OS0536* NAD 83(1986) POSITION- 43 50 12.     (N) 101 50 24.     (W)   SCALED
 OS0536* NAVD 88 ORTHO HEIGHT -   761.561 (meters)     2498.55  (feet) ADJUSTED
 OS0536  ______________________________________________________________________
 OS0536  GEOID HEIGHT    -        -20.386 (meters)                     GEOID18
 OS0536  DYNAMIC HEIGHT  -        761.321 (meters)     2497.77  (feet) COMP
 OS0536  MODELED GRAVITY -    980,278.9   (mgal)                       NAVD 88
 OS0536
 OS0536  VERT ORDER      -  SECOND    CLASS 0
 OS0536
 OS0536.The horizontal coordinates were scaled from a map and have
 OS0536.an estimated accuracy of +/- 6 seconds.
 OS0536
 OS0536.The orthometric height was determined by differential leveling and
 OS0536.adjusted by the NATIONAL GEODETIC SURVEY
 OS0536.in June 1991.
 OS0536
 OS0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0536.GEOID18 height accuracy estimate available here.
 OS0536
 OS0536.Click photographs - Photos may exist for this station.
 OS0536
 OS0536.The dynamic height is computed by dividing the NAVD 88
 OS0536.geopotential number by the normal gravity value computed on the
 OS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0536.degrees latitude (g = 980.6199 gals.).
 OS0536
 OS0536.The modeled gravity was interpolated from observed gravity values.
 OS0536
 OS0536;                    North         East    Units  Estimated Accuracy
 OS0536;SPC SD S     -   168,110.      478,840.      MT  (+/- 180 meters Scaled)
 OS0536
 OS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP716576(NAD 83)
 OS0536
 OS0536                          SUPERSEDED SURVEY CONTROL
 OS0536
 OS0536  NGVD 29 (??/??/92)  761.12   (m)         2497.1    (f) COMPUTED    2 0
 OS0536
 OS0536.Superseded values are not recommended for survey control.
 OS0536
 OS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0536.See file dsdata.pdf to determine how the superseded data were derived.
 OS0536
 OS0536_MARKER: DZ = AZIMUTH MARK DISK
 OS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0536_STAMPING: D 5 R 1961
 OS0536_MARK LOGO: CGS
 OS0536_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0536+STABILITY: SURFACE MOTION
 OS0536
 OS0536  HISTORY     - Date     Condition        Report By
 OS0536  HISTORY     - 1961     MONUMENTED       CGS
 OS0536  HISTORY     - 1962     GOOD             CGS
 OS0536
 OS0536                          STATION DESCRIPTION
 OS0536
 OS0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0536'17.3 MI W FROM KADOKA.
 OS0536'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0536'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0536'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0536'40, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD, AT AN OFFSET
 OS0536'IN THE WEST ROAD RIGHT OF WAY FENCE, 9 1/2 FEET EAST OF A FENCE
 OS0536'CORNER, 5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 OS0536'2.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OS0536'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0543 ***********************************************************************
 OS0543  DESIGNATION -  D 5 R RM 1
 OS0543  PID         -  OS0543
 OS0543  STATE/COUNTY-  SD/JACKSON
 OS0543  COUNTRY     -  US
 OS0543  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0543
 OS0543                         *CURRENT SURVEY CONTROL
 OS0543  ______________________________________________________________________
 OS0543* NAD 83(1986) POSITION- 43 50 34.     (N) 101 50 10.     (W)   SCALED
 OS0543* NAVD 88 ORTHO HEIGHT -   763.439 (meters)     2504.72  (feet) ADJUSTED
 OS0543  ______________________________________________________________________
 OS0543  GEOID HEIGHT    -        -20.401 (meters)                     GEOID18
 OS0543  DYNAMIC HEIGHT  -        763.200 (meters)     2503.93  (feet) COMP
 OS0543  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OS0543
 OS0543  VERT ORDER      -  SECOND    CLASS 0
 OS0543
 OS0543.The horizontal coordinates were scaled from a map and have
 OS0543.an estimated accuracy of +/- 6 seconds.
 OS0543
 OS0543.The orthometric height was determined by differential leveling and
 OS0543.adjusted by the NATIONAL GEODETIC SURVEY
 OS0543.in June 1991.
 OS0543
 OS0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0543.GEOID18 height accuracy estimate available here.
 OS0543
 OS0543.Click photographs - Photos may exist for this station.
 OS0543
 OS0543.The dynamic height is computed by dividing the NAVD 88
 OS0543.geopotential number by the normal gravity value computed on the
 OS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0543.degrees latitude (g = 980.6199 gals.).
 OS0543
 OS0543.The modeled gravity was interpolated from observed gravity values.
 OS0543
 OS0543;                    North         East    Units  Estimated Accuracy
 OS0543;SPC SD S     -   168,780.      479,170.      MT  (+/- 180 meters Scaled)
 OS0543
 OS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP720583(NAD 83)
 OS0543
 OS0543                          SUPERSEDED SURVEY CONTROL
 OS0543
 OS0543  NGVD 29 (??/??/92)  763.00   (m)         2503.3    (f) COMPUTED    2 0
 OS0543
 OS0543.Superseded values are not recommended for survey control.
 OS0543
 OS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0543.See file dsdata.pdf to determine how the superseded data were derived.
 OS0543
 OS0543_MARKER: DR = REFERENCE MARK DISK
 OS0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0543_STAMPING: D 5 R NO 1 1961
 OS0543_MARK LOGO: CGS
 OS0543_PROJECTION: FLUSH
 OS0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0543+STABILITY: SURFACE MOTION
 OS0543
 OS0543  HISTORY     - Date     Condition        Report By
 OS0543  HISTORY     - 1961     MONUMENTED       CGS
 OS0543  HISTORY     - 1962     GOOD             CGS
 OS0543
 OS0543                          STATION DESCRIPTION
 OS0543
 OS0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0543'18 MI W FROM KADOKA.
 OS0543'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0543'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0543'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0543'40, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD TO A WIRE GATE
 OS0543'ON THE EAST SIDE OF THE ROAD, THENCE 0.2 MILE EAST-SOUTHEAST
 OS0543'ACROSS COUNTRY, IN SECTION 27, T 2 S, R 19 E, 0.15 MILE WEST OF
 OS0543'A SMALL STOCK POND, 0.1 MILE EAST OF A SMALL STOCK POND, 52.2
 OS0543'FEET EAST OF D 5 R 1961, AND SET IN THE TOP OF A CONCRETE POST
 OS0543'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0542 ***********************************************************************
 OS0542  DESIGNATION -  D 5 R RM 2
 OS0542  PID         -  OS0542
 OS0542  STATE/COUNTY-  SD/JACKSON
 OS0542  COUNTRY     -  US
 OS0542  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0542
 OS0542                         *CURRENT SURVEY CONTROL
 OS0542  ______________________________________________________________________
 OS0542* NAD 83(1986) POSITION- 43 50 34.     (N) 101 50 10.     (W)   SCALED
 OS0542* NAVD 88 ORTHO HEIGHT -   763.074 (meters)     2503.52  (feet) ADJUSTED
 OS0542  ______________________________________________________________________
 OS0542  GEOID HEIGHT    -        -20.401 (meters)                     GEOID18
 OS0542  DYNAMIC HEIGHT  -        762.834 (meters)     2502.73  (feet) COMP
 OS0542  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OS0542
 OS0542  VERT ORDER      -  SECOND    CLASS 0
 OS0542
 OS0542.The horizontal coordinates were scaled from a map and have
 OS0542.an estimated accuracy of +/- 6 seconds.
 OS0542
 OS0542.The orthometric height was determined by differential leveling and
 OS0542.adjusted by the NATIONAL GEODETIC SURVEY
 OS0542.in June 1991.
 OS0542
 OS0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0542.GEOID18 height accuracy estimate available here.
 OS0542
 OS0542.Click photographs - Photos may exist for this station.
 OS0542
 OS0542.The dynamic height is computed by dividing the NAVD 88
 OS0542.geopotential number by the normal gravity value computed on the
 OS0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0542.degrees latitude (g = 980.6199 gals.).
 OS0542
 OS0542.The modeled gravity was interpolated from observed gravity values.
 OS0542
 OS0542;                    North         East    Units  Estimated Accuracy
 OS0542;SPC SD S     -   168,780.      479,170.      MT  (+/- 180 meters Scaled)
 OS0542
 OS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP720583(NAD 83)
 OS0542
 OS0542                          SUPERSEDED SURVEY CONTROL
 OS0542
 OS0542  NGVD 29 (??/??/92)  762.63   (m)         2502.1    (f) COMPUTED    2 0
 OS0542
 OS0542.Superseded values are not recommended for survey control.
 OS0542
 OS0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0542.See file dsdata.pdf to determine how the superseded data were derived.
 OS0542
 OS0542_MARKER: DR = REFERENCE MARK DISK
 OS0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0542_STAMPING: D 5 R NO 2 1961
 OS0542_MARK LOGO: CGS
 OS0542_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0542+STABILITY: SURFACE MOTION
 OS0542
 OS0542  HISTORY     - Date     Condition        Report By
 OS0542  HISTORY     - 1961     MONUMENTED       CGS
 OS0542  HISTORY     - 1962     GOOD             CGS
 OS0542
 OS0542                          STATION DESCRIPTION
 OS0542
 OS0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0542'18 MI W FROM KADOKA.
 OS0542'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0542'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0542'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0542'40, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD TO A WIRE GATE
 OS0542'ON THE EAST SIDE OF THE ROAD, THENCE 0.2 MILE EAST-SOUTHEAST
 OS0542'ACROSS COUNTRY, IN SECTION 27, T 2 S, R 19 E, 0.15 MILE WEST
 OS0542'OF A SMALL STOCK POND, 0.1 MILE EAST OF A SMALL STOCK POND,
 OS0542'76.7 FEET SOUTH OF D 5 R 1961, AND SET IN THE TOP OF A CONCRETE
 OS0542'POST PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0349 ***********************************************************************
 PS0349  DESIGNATION -  D 50
 PS0349  PID         -  PS0349
 PS0349  STATE/COUNTY-  SD/HYDE
 PS0349  COUNTRY     -  US
 PS0349  USGS QUAD   -  HIGHMORE (2017)
 PS0349
 PS0349                         *CURRENT SURVEY CONTROL
 PS0349  ______________________________________________________________________
 PS0349* NAD 83(1986) POSITION- 44 31 19.     (N) 099 28 56.     (W)   SCALED
 PS0349* NAVD 88 ORTHO HEIGHT -   579.075 (meters)     1899.85  (feet) ADJUSTED
 PS0349  ______________________________________________________________________
 PS0349  GEOID HEIGHT    -        -23.814 (meters)                     GEOID18
 PS0349  DYNAMIC HEIGHT  -        578.959 (meters)     1899.47  (feet) COMP
 PS0349  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 PS0349
 PS0349  VERT ORDER      -  SECOND    CLASS 0
 PS0349
 PS0349.The horizontal coordinates were scaled from a map and have
 PS0349.an estimated accuracy of +/- 6 seconds.
 PS0349
 PS0349.The orthometric height was determined by differential leveling and
 PS0349.adjusted by the NATIONAL GEODETIC SURVEY
 PS0349.in June 1991.
 PS0349
 PS0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0349.GEOID18 height accuracy estimate available here.
 PS0349
 PS0349.Click photographs - Photos may exist for this station.
 PS0349
 PS0349.The dynamic height is computed by dividing the NAVD 88
 PS0349.geopotential number by the normal gravity value computed on the
 PS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0349.degrees latitude (g = 980.6199 gals.).
 PS0349
 PS0349.The modeled gravity was interpolated from observed gravity values.
 PS0349
 PS0349;                    North         East    Units  Estimated Accuracy
 PS0349;SPC SD N     -    76,650.      641,160.      MT  (+/- 180 meters Scaled)
 PS0349
 PS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ616299(NAD 83)
 PS0349
 PS0349                          SUPERSEDED SURVEY CONTROL
 PS0349
 PS0349  NGVD 29 (??/??/92)  578.709  (m)         1898.65   (f) ADJ UNCH    2 0
 PS0349
 PS0349.Superseded values are not recommended for survey control.
 PS0349
 PS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0349.See file dsdata.pdf to determine how the superseded data were derived.
 PS0349
 PS0349_MARKER: DB = BENCH MARK DISK
 PS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0349_STAMPING: D 50 1934
 PS0349_MARK LOGO: CGS
 PS0349_PROJECTION: FLUSH
 PS0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0349+STABILITY: SURFACE MOTION
 PS0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0349+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0349
 PS0349  HISTORY     - Date     Condition        Report By
 PS0349  HISTORY     - 1934     MONUMENTED       CGS
 PS0349  HISTORY     - 1943     GOOD             CGS
 PS0349  HISTORY     - 19941102 GOOD             NGS
 PS0349
 PS0349                          STATION DESCRIPTION
 PS0349
 PS0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PS0349'2 MI W FROM HIGHMORE.
 PS0349'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0349'THE STATION AT HIGHMORE, HYDE COUNTY, 8 POLES WEST OF MILEPOST
 PS0349'427, AT A SECTION-LINE ROAD CROSSING, 90.3 FEET NORTH OF THE
 PS0349'NORTH RAIL, 25.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 PS0349'EAST OF THE RIGHT-OF-WAY FENCE, 0.8 FOOT WEST OF A WHITE
 PS0349'REFERENCE POST AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 PS0349'STAMPED D 50 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0349'ABOUT 6 INCHES ABOVE GROUND.
 PS0349
 PS0349                          STATION RECOVERY (1994)
 PS0349
 PS0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0349'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0349'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.5 M (1.6 FT) SOUTHERLY ALONG A
 PS0349'GRAVELED AND THEN TRACK ROAD, 27.3 M (89.6 FT) NORTH OF THE NEAR RAIL
 PS0349'OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 7.6 M (24.9 FT) EAST OF
 PS0349'THE ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.4 M
 PS0349'(1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PS0349'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0361 ***********************************************************************
 OQ0361  DESIGNATION -  D 53
 OQ0361  PID         -  OQ0361
 OQ0361  STATE/COUNTY-  SD/MCCOOK
 OQ0361  COUNTRY     -  US
 OQ0361  USGS QUAD   -  UNITYVILLE (2017)
 OQ0361
 OQ0361                         *CURRENT SURVEY CONTROL
 OQ0361  ______________________________________________________________________
 OQ0361* NAD 83(1986) POSITION- 43 48 04.     (N) 097 27 08.     (W)   SCALED
 OQ0361* NAVD 88 ORTHO HEIGHT -   466.084 (meters)     1529.14  (feet) ADJUSTED
 OQ0361  ______________________________________________________________________
 OQ0361  GEOID HEIGHT    -        -25.926 (meters)                     GEOID18
 OQ0361  DYNAMIC HEIGHT  -        465.973 (meters)     1528.78  (feet) COMP
 OQ0361  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 OQ0361
 OQ0361  VERT ORDER      -  SECOND    CLASS 0
 OQ0361
 OQ0361.The horizontal coordinates were scaled from a map and have
 OQ0361.an estimated accuracy of +/- 6 seconds.
 OQ0361
 OQ0361.The orthometric height was determined by differential leveling and
 OQ0361.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0361.in June 1991.
 OQ0361
 OQ0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0361.GEOID18 height accuracy estimate available here.
 OQ0361
 OQ0361.Click photographs - Photos may exist for this station.
 OQ0361
 OQ0361.The dynamic height is computed by dividing the NAVD 88
 OQ0361.geopotential number by the normal gravity value computed on the
 OQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0361.degrees latitude (g = 980.6199 gals.).
 OQ0361
 OQ0361.The modeled gravity was interpolated from observed gravity values.
 OQ0361
 OQ0361;                    North         East    Units  Estimated Accuracy
 OQ0361;SPC SD S     -   167,080.      831,790.      MT  (+/- 180 meters Scaled)
 OQ0361
 OQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP245509(NAD 83)
 OQ0361
 OQ0361                          SUPERSEDED SURVEY CONTROL
 OQ0361
 OQ0361  NGVD 29 (??/??/92)  465.789  (m)         1528.18   (f) ADJ UNCH    2 0
 OQ0361
 OQ0361.Superseded values are not recommended for survey control.
 OQ0361
 OQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0361.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0361
 OQ0361_MARKER: DB = BENCH MARK DISK
 OQ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0361_STAMPING: D 53 1934
 OQ0361_MARK LOGO: CGS
 OQ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0361+STABILITY: SURFACE MOTION
 OQ0361
 OQ0361  HISTORY     - Date     Condition        Report By
 OQ0361  HISTORY     - 1934     MONUMENTED       CGS
 OQ0361
 OQ0361                          STATION DESCRIPTION
 OQ0361
 OQ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0361'AT UNITYVILLE.
 OQ0361'AT UNITYVILLE, MC COOK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OQ0361'RAILWAY, ABOUT 1 POLE SOUTHEAST OF THE STATION, ABOUT 3 POLES
 OQ0361'SOUTHEAST OF MILEPOST 82, AT A ROAD CROSSING, 45 FEET NORTHWEST
 OQ0361'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF THE
 OQ0361'CENTER LINE OF THE TRACK, 5 FEET NORTHWEST OF A POLE, AND
 OQ0361'ABOUT 6 INCHES LOWER THAN THE TRACK LEVEL.  A STANDARD DISK,
 OQ0361'STAMPED D 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0494 ***********************************************************************
 PR0494  DESIGNATION -  D 54
 PR0494  PID         -  PR0494
 PR0494  STATE/COUNTY-  SD/LAKE
 PR0494  COUNTRY     -  US
 PR0494  USGS QUAD   -  RAMONA (2017)
 PR0494
 PR0494                         *CURRENT SURVEY CONTROL
 PR0494  ______________________________________________________________________
 PR0494* NAD 83(1986) POSITION- 44 00 31.     (N) 097 13 27.     (W)   SCALED
 PR0494* NAVD 88 ORTHO HEIGHT -   520.801 (meters)     1708.66  (feet) ADJUSTED
 PR0494  ______________________________________________________________________
 PR0494  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 PR0494  DYNAMIC HEIGHT  -        520.676 (meters)     1708.25  (feet) COMP
 PR0494  MODELED GRAVITY -    980,362.9   (mgal)                       NAVD 88
 PR0494
 PR0494  VERT ORDER      -  SECOND    CLASS 0
 PR0494
 PR0494.The horizontal coordinates were scaled from a map and have
 PR0494.an estimated accuracy of +/- 6 seconds.
 PR0494
 PR0494.The orthometric height was determined by differential leveling and
 PR0494.adjusted by the NATIONAL GEODETIC SURVEY
 PR0494.in June 1991.
 PR0494
 PR0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0494.GEOID18 height accuracy estimate available here.
 PR0494
 PR0494.Click photographs - Photos may exist for this station.
 PR0494
 PR0494.The dynamic height is computed by dividing the NAVD 88
 PR0494.geopotential number by the normal gravity value computed on the
 PR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0494.degrees latitude (g = 980.6199 gals.).
 PR0494
 PR0494.The modeled gravity was interpolated from observed gravity values.
 PR0494
 PR0494;                    North         East    Units  Estimated Accuracy
 PR0494;SPC SD S     -   190,780.      849,260.      MT  (+/- 180 meters Scaled)
 PR0494
 PR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP423743(NAD 83)
 PR0494
 PR0494                          SUPERSEDED SURVEY CONTROL
 PR0494
 PR0494  NGVD 29 (??/??/92)  520.498  (m)         1707.67   (f) ADJ UNCH    2 0
 PR0494
 PR0494.Superseded values are not recommended for survey control.
 PR0494
 PR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0494.See file dsdata.pdf to determine how the superseded data were derived.
 PR0494
 PR0494_MARKER: DB = BENCH MARK DISK
 PR0494_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0494_SP_SET: BOX CULVERT HEADWALL
 PR0494_STAMPING: D 54 1934
 PR0494_MARK LOGO: CGS
 PR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0494+STABILITY: SURFACE MOTION
 PR0494
 PR0494  HISTORY     - Date     Condition        Report By
 PR0494  HISTORY     - 1934     MONUMENTED       CGS
 PR0494
 PR0494                          STATION DESCRIPTION
 PR0494
 PR0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0494'1 MI E FROM JUNIUS.
 PR0494'1.0 MILE EAST ALONG THE CHICAGO, MILWAUKEE ST. PAUL AND PACIFIC
 PR0494'RAILROAD FROM THE STATION AT JUNIUS, LAKE COUNTY, ABOUT 8 POLES
 PR0494'WEST OF MILEPOST 339, 66 FEET NORTH OF THE CENTER LINE OF THE
 PR0494'TRACK, AT A BOX CULVERT ON STATE HIGHWAY 34, IN THE TOP OF THE
 PR0494'CENTER OF THE SOUTH CONCRETE HEAD WALL, AND 1 FOOT LOWER THAN
 PR0494'THE TRACK LEVEL.  A STANDARD DISK, STAMPED D 54 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0192 ***********************************************************************
 PR0192  DESIGNATION -  D 55
 PR0192  PID         -  PR0192
 PR0192  STATE/COUNTY-  SD/BROOKINGS
 PR0192  COUNTRY     -  US
 PR0192  USGS QUAD   -  AURORA (2017)
 PR0192
 PR0192                         *CURRENT SURVEY CONTROL
 PR0192  ______________________________________________________________________
 PR0192* NAD 83(1986) POSITION- 44 21 18.     (N) 096 39 18.     (W)   SCALED
 PR0192* NAVD 88 ORTHO HEIGHT -   506.871 (meters)     1662.96  (feet) ADJUSTED
 PR0192  ______________________________________________________________________
 PR0192  GEOID HEIGHT    -        -25.393 (meters)                     GEOID18
 PR0192  DYNAMIC HEIGHT  -        506.782 (meters)     1662.67  (feet) COMP
 PR0192  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 PR0192
 PR0192  VERT ORDER      -  SECOND    CLASS 0
 PR0192
 PR0192.The horizontal coordinates were scaled from a map and have
 PR0192.an estimated accuracy of +/- 6 seconds.
 PR0192
 PR0192.The orthometric height was determined by differential leveling and
 PR0192.adjusted by the NATIONAL GEODETIC SURVEY
 PR0192.in June 1991.
 PR0192
 PR0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0192.GEOID18 height accuracy estimate available here.
 PR0192
 PR0192.Click photographs - Photos may exist for this station.
 PR0192
 PR0192.The dynamic height is computed by dividing the NAVD 88
 PR0192.geopotential number by the normal gravity value computed on the
 PR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0192.degrees latitude (g = 980.6199 gals.).
 PR0192
 PR0192.The modeled gravity was interpolated from observed gravity values.
 PR0192
 PR0192;                    North         East    Units  Estimated Accuracy
 PR0192;SPC SD N     -    63,480.      866,610.      MT  (+/- 180 meters Scaled)
 PR0192
 PR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ868139(NAD 83)
 PR0192
 PR0192                          SUPERSEDED SURVEY CONTROL
 PR0192
 PR0192  NGVD 29 (??/??/92)  506.635  (m)         1662.19   (f) ADJ UNCH    2 0
 PR0192
 PR0192.Superseded values are not recommended for survey control.
 PR0192
 PR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0192.See file dsdata.pdf to determine how the superseded data were derived.
 PR0192
 PR0192_MARKER: DB = BENCH MARK DISK
 PR0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0192_STAMPING: D 55 1934
 PR0192_MARK LOGO: CGS
 PR0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0192+STABILITY: SURFACE MOTION
 PR0192
 PR0192  HISTORY     - Date     Condition        Report By
 PR0192  HISTORY     - 1934     MONUMENTED       CGS
 PR0192
 PR0192                          STATION DESCRIPTION
 PR0192
 PR0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0192'1.9 MI N FROM BUSHNELL.
 PR0192'1.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0192'RAILWAY FROM BUSHNELL, BROOKINGS COUNTY, ABOUT 14 POLES SOUTH
 PR0192'OF MILEPOST 346, ABOUT 125 FEET NORTH OF A GRADE CROSSING,
 PR0192'48 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 PR0192'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 55 1934 AND
 PR0192'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0311 ***********************************************************************
 PR0311  DESIGNATION -  D 56
 PR0311  PID         -  PR0311
 PR0311  STATE/COUNTY-  SD/DEUEL
 PR0311  COUNTRY     -  US
 PR0311  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0311
 PR0311                         *CURRENT SURVEY CONTROL
 PR0311  ______________________________________________________________________
 PR0311* NAD 83(1986) POSITION- 44 50 24.     (N) 096 40 56.     (W)   SCALED
 PR0311* NAVD 88 ORTHO HEIGHT -   555.784 (meters)     1823.43  (feet) ADJUSTED
 PR0311  ______________________________________________________________________
 PR0311  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 PR0311  DYNAMIC HEIGHT  -        555.705 (meters)     1823.18  (feet) COMP
 PR0311  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 PR0311
 PR0311  VERT ORDER      -  SECOND    CLASS 0
 PR0311
 PR0311.The horizontal coordinates were scaled from a map and have
 PR0311.an estimated accuracy of +/- 6 seconds.
 PR0311
 PR0311.The orthometric height was determined by differential leveling and
 PR0311.adjusted by the NATIONAL GEODETIC SURVEY
 PR0311.in June 1991.
 PR0311
 PR0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0311.GEOID18 height accuracy estimate available here.
 PR0311
 PR0311.Click photographs - Photos may exist for this station.
 PR0311
 PR0311.The dynamic height is computed by dividing the NAVD 88
 PR0311.geopotential number by the normal gravity value computed on the
 PR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0311.degrees latitude (g = 980.6199 gals.).
 PR0311
 PR0311.The modeled gravity was interpolated from observed gravity values.
 PR0311
 PR0311;                    North         East    Units  Estimated Accuracy
 PR0311;SPC SD N     -   117,240.      862,240.      MT  (+/- 180 meters Scaled)
 PR0311
 PR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ831677(NAD 83)
 PR0311
 PR0311                          SUPERSEDED SURVEY CONTROL
 PR0311
 PR0311  NGVD 29 (??/??/92)  555.530  (m)         1822.60   (f) ADJ UNCH    2 0
 PR0311
 PR0311.Superseded values are not recommended for survey control.
 PR0311
 PR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0311.See file dsdata.pdf to determine how the superseded data were derived.
 PR0311
 PR0311_MARKER: DB = BENCH MARK DISK
 PR0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0311_STAMPING: D 56 1934
 PR0311_MARK LOGO: CGS
 PR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0311+STABILITY: SURFACE MOTION
 PR0311
 PR0311  HISTORY     - Date     Condition        Report By
 PR0311  HISTORY     - 1934     MONUMENTED       CGS
 PR0311  HISTORY     - 1938     MARK NOT FOUND   CGS
 PR0311  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 PR0311
 PR0311                          STATION DESCRIPTION
 PR0311
 PR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0311'0.3 MI NE FROM ALTAMONT.
 PR0311'0.3 MILES NORTHEAST OF ALTAMONT.  AT GRADE CROSSING.  SET IN
 PR0311'POST, 30 FEET NORTHEAST OF U.S. HIWAY 77, 40 FEET NORTH OF C AND
 PR0311'NW RAILROAD AND 3 FEET ABOVE TRACK LEVEL.
 PR0311
 PR0311                          STATION RECOVERY (1938)
 PR0311
 PR0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 PR0311'MARK NOT FOUND.
 PR0311
 PR0311                          STATION RECOVERY (2013)
 PR0311
 PR0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PR0311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0312 ***********************************************************************
 PR0312  DESIGNATION -  D 56 RESET
 PR0312  PID         -  PR0312
 PR0312  STATE/COUNTY-  SD/DEUEL
 PR0312  COUNTRY     -  US
 PR0312  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0312
 PR0312                         *CURRENT SURVEY CONTROL
 PR0312  ______________________________________________________________________
 PR0312* NAD 83(1986) POSITION- 44 50 24.     (N) 096 40 56.     (W)   SCALED
 PR0312* NAVD 88 ORTHO HEIGHT -   563.83  (meters)     1849.8   (feet) RESET
 PR0312  ______________________________________________________________________
 PR0312  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 PR0312  VERT ORDER      -  THIRD
 PR0312
 PR0312.The horizontal coordinates were scaled from a map and have
 PR0312.an estimated accuracy of +/- 6 seconds.
 PR0312
 PR0312.The orthometric height was computed from unverified reset data.
 PR0312
 PR0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0312.GEOID18 height accuracy estimate available here.
 PR0312
 PR0312.Click photographs - Photos may exist for this station.
 PR0312
 PR0312;                    North         East    Units  Estimated Accuracy
 PR0312;SPC SD N     -   117,240.      862,240.      MT  (+/- 180 meters Scaled)
 PR0312
 PR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ831677(NAD 83)
 PR0312
 PR0312                          SUPERSEDED SURVEY CONTROL
 PR0312
 PR0312.No superseded survey control is available for this station.
 PR0312
 PR0312_MARKER: DB = BENCH MARK DISK
 PR0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0312_STAMPING: D 56 RESET 1936
 PR0312_MARK LOGO: CGS
 PR0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0312+STABILITY: SURFACE MOTION
 PR0312
 PR0312  HISTORY     - Date     Condition        Report By
 PR0312  HISTORY     - 1936     MONUMENTED       SDHD
 PR0312
 PR0312                          STATION DESCRIPTION
 PR0312
 PR0312'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1936
 PR0312'0.3 MI NE FROM ALTAMONT.
 PR0312'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM ALTAMONT, AT A
 PR0312'CONCRETE OVERHEAD CROSSING OVER THE CHICAGO AND NORTH WESTERN
 PR0312'RAILWAY, AND IN THE CURB OR WHEEL GUARD AT THE NORTHEAST CORNER
 PR0312'OF THE STRUCTURE.  A STANDARD DISK, STAMPED D 56 RESET 1936.
 PR0312'NOTE-- THE CHICAGO - NORTH WESTERN RY HAS BEEN DISMANTLED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0641 ***********************************************************************
 PR0641  DESIGNATION -  D 57
 PR0641  PID         -  PR0641
 PR0641  STATE/COUNTY-  SD/CLARK
 PR0641  COUNTRY     -  US
 PR0641  USGS QUAD   -  GARDEN CITY (2017)
 PR0641
 PR0641                         *CURRENT SURVEY CONTROL
 PR0641  ______________________________________________________________________
 PR0641* NAD 83(1986) POSITION- 44 54 42.     (N) 097 34 41.     (W)   SCALED
 PR0641* NAVD 88 ORTHO HEIGHT -   557.232 (meters)     1828.19  (feet) ADJUSTED
 PR0641  ______________________________________________________________________
 PR0641  GEOID HEIGHT    -        -24.757 (meters)                     GEOID18
 PR0641  DYNAMIC HEIGHT  -        557.149 (meters)     1827.91  (feet) COMP
 PR0641  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 PR0641
 PR0641  VERT ORDER      -  SECOND    CLASS 0
 PR0641
 PR0641.The horizontal coordinates were scaled from a map and have
 PR0641.an estimated accuracy of +/- 6 seconds.
 PR0641
 PR0641.The orthometric height was determined by differential leveling and
 PR0641.adjusted by the NATIONAL GEODETIC SURVEY
 PR0641.in June 1991.
 PR0641
 PR0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0641.GEOID18 height accuracy estimate available here.
 PR0641
 PR0641.Click photographs - Photos may exist for this station.
 PR0641
 PR0641.The dynamic height is computed by dividing the NAVD 88
 PR0641.geopotential number by the normal gravity value computed on the
 PR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0641.degrees latitude (g = 980.6199 gals.).
 PR0641
 PR0641.The modeled gravity was interpolated from observed gravity values.
 PR0641
 PR0641;                    North         East    Units  Estimated Accuracy
 PR0641;SPC SD N     -   122,690.      791,220.      MT  (+/- 180 meters Scaled)
 PR0641
 PR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ122741(NAD 83)
 PR0641
 PR0641                          SUPERSEDED SURVEY CONTROL
 PR0641
 PR0641  NGVD 29 (??/??/92)  556.92   (m)         1827.2    (f) COMPUTED    2 0
 PR0641
 PR0641.Superseded values are not recommended for survey control.
 PR0641
 PR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0641.See file dsdata.pdf to determine how the superseded data were derived.
 PR0641
 PR0641_MARKER: DB = BENCH MARK DISK
 PR0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0641_STAMPING: D 57 1934
 PR0641_MARK LOGO: CGS
 PR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0641+STABILITY: SURFACE MOTION
 PR0641
 PR0641  HISTORY     - Date     Condition        Report By
 PR0641  HISTORY     - 1934     MONUMENTED       CGS
 PR0641  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PR0641
 PR0641                          STATION DESCRIPTION
 PR0641
 PR0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0641'1.6 MI N FROM ELROD.
 PR0641'1.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0641'PACIFIC RAILROAD FROM THE STATION AT ELROD, CLARK COUNTY, AT
 PR0641'MILEPOST 71, 45 FEET NORTHEAST OF THE TRACK, AND ABOUT 2-1/2
 PR0641'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 57 1934
 PR0641'AND SET IN THE TOP OF A CONCRETE POST.
 PR0641
 PR0641                          STATION RECOVERY (1995)
 PR0641
 PR0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0641'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PR0641'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0604 ***********************************************************************
 PR0604  DESIGNATION -  D 58
 PR0604  PID         -  PR0604
 PR0604  STATE/COUNTY-  SD/CLARK
 PR0604  COUNTRY     -  US
 PR0604  USGS QUAD   -  CLARK NORTH (2017)
 PR0604
 PR0604                         *CURRENT SURVEY CONTROL
 PR0604  ______________________________________________________________________
 PR0604* NAD 83(1986) POSITION- 44 53 14.     (N) 097 38 04.     (W)   SCALED
 PR0604* NAVD 88 ORTHO HEIGHT -   540.004 (meters)     1771.66  (feet) ADJUSTED
 PR0604  ______________________________________________________________________
 PR0604  GEOID HEIGHT    -        -24.688 (meters)                     GEOID18
 PR0604  DYNAMIC HEIGHT  -        539.924 (meters)     1771.40  (feet) COMP
 PR0604  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 PR0604
 PR0604  VERT ORDER      -  SECOND    CLASS 0
 PR0604
 PR0604.The horizontal coordinates were scaled from a map and have
 PR0604.an estimated accuracy of +/- 6 seconds.
 PR0604
 PR0604.The orthometric height was determined by differential leveling and
 PR0604.adjusted by the NATIONAL GEODETIC SURVEY
 PR0604.in June 1991.
 PR0604
 PR0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0604.GEOID18 height accuracy estimate available here.
 PR0604
 PR0604.Click photographs - Photos may exist for this station.
 PR0604
 PR0604.The dynamic height is computed by dividing the NAVD 88
 PR0604.geopotential number by the normal gravity value computed on the
 PR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0604.degrees latitude (g = 980.6199 gals.).
 PR0604
 PR0604.The modeled gravity was interpolated from observed gravity values.
 PR0604
 PR0604;                    North         East    Units  Estimated Accuracy
 PR0604;SPC SD N     -   119,840.      786,850.      MT  (+/- 180 meters Scaled)
 PR0604
 PR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ078713(NAD 83)
 PR0604
 PR0604                          SUPERSEDED SURVEY CONTROL
 PR0604
 PR0604  NGVD 29 (??/??/92)  539.696  (m)         1770.65   (f) ADJ UNCH    2 0
 PR0604
 PR0604.Superseded values are not recommended for survey control.
 PR0604
 PR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0604.See file dsdata.pdf to determine how the superseded data were derived.
 PR0604
 PR0604_MARKER: DB = BENCH MARK DISK
 PR0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0604_STAMPING: D 58 1934
 PR0604_MARK LOGO: CGS
 PR0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0604+STABILITY: SURFACE MOTION
 PR0604
 PR0604  HISTORY     - Date     Condition        Report By
 PR0604  HISTORY     - 1934     MONUMENTED       CGS
 PR0604  HISTORY     - 1973     POOR             USGS
 PR0604  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PR0604
 PR0604                          STATION DESCRIPTION
 PR0604
 PR0604'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0604'5.7 MI E FROM CLARK.
 PR0604'CLARK, 0.7 MILES N. AND 5.0 MILES E. OF, 0.7 MILES N. OF COR.
 PR0604'SECS. 1, 2, 11, 12 T. 116 N., R. 57 W., TO A RAILROAD CROSSING,
 PR0604'238 FT W. OF RAILROAD CROSSING AND 37 FT. S. OF CENTERLINE OF
 PR0604'TRACKS, AND ABOUT LEVEL WITH THE TRACKS.  A STANDARD DISK,
 PR0604'STAMPED D 58 1934 AND SET IN THE TOP OF A CONCRETE MONUMENT.
 PR0604
 PR0604                          STATION RECOVERY (1995)
 PR0604
 PR0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0604'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PR0604'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0025 ***********************************************************************
 PS0025  DESIGNATION -  D 59
 PS0025  PID         -  PS0025
 PS0025  STATE/COUNTY-  SD/SPINK
 PS0025  COUNTRY     -  US
 PS0025  USGS QUAD   -  ASHTON (2017)
 PS0025
 PS0025                         *CURRENT SURVEY CONTROL
 PS0025  ______________________________________________________________________
 PS0025* NAD 83(1986) POSITION- 44 52 31.24   (N) 098 23 51.21   (W)   HD_HELD1
 PS0025* NAVD 88 ORTHO HEIGHT -   395.555 (meters)     1297.75  (feet) ADJUSTED
 PS0025  ______________________________________________________________________
 PS0025  GEOID HEIGHT    -        -24.317 (meters)                     GEOID18
 PS0025  DYNAMIC HEIGHT  -        395.513 (meters)     1297.61  (feet) COMP
 PS0025  MODELED GRAVITY -    980,498.8   (mgal)                       NAVD 88
 PS0025
 PS0025  VERT ORDER      -  SECOND    CLASS 0
 PS0025
 PS0025.The horizontal coordinates were determined by differentially corrected
 PS0025.hand held GPS observations or other comparable positioning techniques
 PS0025.and have an estimated accuracy of +/- 3 meters.
 PS0025
 PS0025.The orthometric height was determined by differential leveling and
 PS0025.adjusted by the NATIONAL GEODETIC SURVEY
 PS0025.in June 1991.
 PS0025
 PS0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0025.GEOID18 height accuracy estimate available here.
 PS0025
 PS0025.Click photographs - Photos may exist for this station.
 PS0025
 PS0025.The dynamic height is computed by dividing the NAVD 88
 PS0025.geopotential number by the normal gravity value computed on the
 PS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0025.degrees latitude (g = 980.6199 gals.).
 PS0025
 PS0025.The modeled gravity was interpolated from observed gravity values.
 PS0025
 PS0025;                    North         East    Units  Estimated Accuracy
 PS0025;SPC SD N     -   117,043.5     726,605.7     MT  (+/- 3 meters HH1 GPS) 
 PS0025
 PS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4758469279(NAD 83)
 PS0025
 PS0025                          SUPERSEDED SURVEY CONTROL
 PS0025
 PS0025  NGVD 29 (??/??/92)  395.268  (m)         1296.81   (f) ADJ UNCH    2 0
 PS0025
 PS0025.Superseded values are not recommended for survey control.
 PS0025
 PS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0025.See file dsdata.pdf to determine how the superseded data were derived.
 PS0025
 PS0025_MARKER: DB = BENCH MARK DISK
 PS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0025_STAMPING: D 59 1934
 PS0025_MARK LOGO: CGS
 PS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0025+STABILITY: SURFACE MOTION
 PS0025
 PS0025  HISTORY     - Date     Condition        Report By
 PS0025  HISTORY     - 1934     MONUMENTED       CGS
 PS0025  HISTORY     - 1966     MARK NOT FOUND   USGS
 PS0025
 PS0025                          STATION DESCRIPTION
 PS0025
 PS0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0025'4.9 MI W FROM FRANKFORT.
 PS0025'ABOUT 4.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0025'FROM FRANKFORT, SPINK COUNTY, AT MILEPOST 384, ABOUT 50 FEET
 PS0025'WEST OF A PRIVATE-ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE
 PS0025'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 PS0025'DISK, STAMPED D 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0025
 PS0025                          STATION RECOVERY (1966)
 PS0025
 PS0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0352 ***********************************************************************
 OQ0352  DESIGNATION -  D 6 A
 OQ0352  PID         -  OQ0352
 OQ0352  STATE/COUNTY-  SD/MCCOOK
 OQ0352  COUNTRY     -  US
 OQ0352  USGS QUAD   -  SALEM (2017)
 OQ0352
 OQ0352                         *CURRENT SURVEY CONTROL
 OQ0352  ______________________________________________________________________
 OQ0352* NAD 83(1986) POSITION- 43 43 40.     (N) 097 23 17.     (W)   SCALED
 OQ0352* NAVD 88 ORTHO HEIGHT -   465.19  (+/-2cm)     1526.2   (feet) VERTCON3
 OQ0352  ______________________________________________________________________
 OQ0352  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ0352  VERT ORDER      -  THIRD (See Below)
 OQ0352
 OQ0352.The horizontal coordinates were scaled from a map and have
 OQ0352.an estimated accuracy of +/- 6 seconds.
 OQ0352
 OQ0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0352
 OQ0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0352.GEOID18 height accuracy estimate available here.
 OQ0352
 OQ0352.The vertical order pertains to the NGVD 29 superseded value.
 OQ0352
 OQ0352.Click photographs - Photos may exist for this station.
 OQ0352
 OQ0352;                    North         East    Units  Estimated Accuracy
 OQ0352;SPC SD S     -   159,120.      837,240.      MT  (+/- 180 meters Scaled)
 OQ0352
 OQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP298429(NAD 83)
 OQ0352
 OQ0352                          SUPERSEDED SURVEY CONTROL
 OQ0352
 OQ0352  NGVD 29 (??/??/??)  464.89   (m)         1525.2    (f) RESET       3  
 OQ0352
 OQ0352.Superseded values are not recommended for survey control.
 OQ0352
 OQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0352.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0352
 OQ0352_MARKER: Z = SEE DESCRIPTION
 OQ0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0352_SP_SET: BUILDING FOUNDATION
 OQ0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0352
 OQ0352  HISTORY     - Date     Condition        Report By
 OQ0352  HISTORY     - UNK      MONUMENTED       NONE
 OQ0352  HISTORY     - 1935     GOOD             CGS
 OQ0352
 OQ0352                          STATION DESCRIPTION
 OQ0352
 OQ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OQ0352'AT SALEM.
 OQ0352'AT SALEM, MC COOK COUNTY, AT THE NEW COUNTY COURTHOUSE, AND ON
 OQ0352'THE FACE OF THE STONE FOUNDATION AT THE SOUTHWEST CORNER.  A
 OQ0352'HORIZONTAL MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0486 ***********************************************************************
 OS0486  DESIGNATION -  D 6 O
 OS0486  PID         -  OS0486
 OS0486  STATE/COUNTY-  SD/JACKSON
 OS0486  COUNTRY     -  US
 OS0486  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0486
 OS0486                         *CURRENT SURVEY CONTROL
 OS0486  ______________________________________________________________________
 OS0486* NAD 83(1986) POSITION- 43 48 23.     (N) 101 56 23.     (W)   SCALED
 OS0486* NAVD 88 ORTHO HEIGHT -   776.719 (meters)     2548.29  (feet) ADJUSTED
 OS0486  ______________________________________________________________________
 OS0486  GEOID HEIGHT    -        -20.036 (meters)                     GEOID18
 OS0486  DYNAMIC HEIGHT  -        776.467 (meters)     2547.46  (feet) COMP
 OS0486  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0486
 OS0486  VERT ORDER      -  SECOND    CLASS 0
 OS0486
 OS0486.The horizontal coordinates were scaled from a map and have
 OS0486.an estimated accuracy of +/- 6 seconds.
 OS0486
 OS0486.The orthometric height was determined by differential leveling and
 OS0486.adjusted by the NATIONAL GEODETIC SURVEY
 OS0486.in June 1991.
 OS0486
 OS0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0486.GEOID18 height accuracy estimate available here.
 OS0486
 OS0486.Click photographs - Photos may exist for this station.
 OS0486
 OS0486.The dynamic height is computed by dividing the NAVD 88
 OS0486.geopotential number by the normal gravity value computed on the
 OS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0486.degrees latitude (g = 980.6199 gals.).
 OS0486
 OS0486.The modeled gravity was interpolated from observed gravity values.
 OS0486
 OS0486;                    North         East    Units  Estimated Accuracy
 OS0486;SPC SD S     -   164,890.      470,760.      MT  (+/- 180 meters Scaled)
 OS0486
 OS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP635545(NAD 83)
 OS0486
 OS0486                          SUPERSEDED SURVEY CONTROL
 OS0486
 OS0486  NGVD 29 (??/??/92)  776.27   (m)         2546.8    (f) COMPUTED    2 0
 OS0486
 OS0486.Superseded values are not recommended for survey control.
 OS0486
 OS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0486.See file dsdata.pdf to determine how the superseded data were derived.
 OS0486
 OS0486_MARKER: DS = TRIANGULATION STATION DISK
 OS0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0486_STAMPING: D 6 O 1961
 OS0486_MARK LOGO: CGS
 OS0486_PROJECTION: FLUSH
 OS0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0486+STABILITY: SURFACE MOTION
 OS0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0486+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0486
 OS0486  HISTORY     - Date     Condition        Report By
 OS0486  HISTORY     - 1961     MONUMENTED       CGS
 OS0486  HISTORY     - 1962     GOOD             CGS
 OS0486  HISTORY     - 20130116 GOOD             INDIV
 OS0486
 OS0486                          STATION DESCRIPTION
 OS0486
 OS0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0486'5.1 MI N FROM CEDAR PASS.
 OS0486'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0486'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.55
 OS0486'MILES NORTH ALONG A GRAVELED ROAD, 48 FEET EAST OF THE CENTER
 OS0486'LINE OF THE ROAD, 110 FEET EAST OF AND ACROSS THE ROAD FROM D 6
 OS0486'O R.M. 2, 42.4 FEET SOUTH OF D 6 O R.M. 1, 5.0 FEET NORTH OF A
 OS0486'METAL WITNESS POST, 3 FEET WEST OF A FENCE, AND SET IN THE TOP
 OS0486'OF A CONCRETE POST AND FLUSH WITH THE GROUND.
 OS0486
 OS0486                          STATION RECOVERY (2013)
 OS0486
 OS0486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0488 ***********************************************************************
 OS0488  DESIGNATION -  D 6 O AZ MK
 OS0488  PID         -  OS0488
 OS0488  STATE/COUNTY-  SD/JACKSON
 OS0488  COUNTRY     -  US
 OS0488  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0488
 OS0488                         *CURRENT SURVEY CONTROL
 OS0488  ______________________________________________________________________
 OS0488* NAD 83(1986) POSITION- 43 48 33.     (N) 101 56 23.     (W)   SCALED
 OS0488* NAVD 88 ORTHO HEIGHT -   776.382 (meters)     2547.18  (feet) ADJUSTED
 OS0488  ______________________________________________________________________
 OS0488  GEOID HEIGHT    -        -20.036 (meters)                     GEOID18
 OS0488  DYNAMIC HEIGHT  -        776.131 (meters)     2546.36  (feet) COMP
 OS0488  MODELED GRAVITY -    980,269.6   (mgal)                       NAVD 88
 OS0488
 OS0488  VERT ORDER      -  SECOND    CLASS 0
 OS0488
 OS0488.The horizontal coordinates were scaled from a map and have
 OS0488.an estimated accuracy of +/- 6 seconds.
 OS0488
 OS0488.The orthometric height was determined by differential leveling and
 OS0488.adjusted by the NATIONAL GEODETIC SURVEY
 OS0488.in June 1991.
 OS0488
 OS0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0488.GEOID18 height accuracy estimate available here.
 OS0488
 OS0488.Click photographs - Photos may exist for this station.
 OS0488
 OS0488.The dynamic height is computed by dividing the NAVD 88
 OS0488.geopotential number by the normal gravity value computed on the
 OS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0488.degrees latitude (g = 980.6199 gals.).
 OS0488
 OS0488.The modeled gravity was interpolated from observed gravity values.
 OS0488
 OS0488;                    North         East    Units  Estimated Accuracy
 OS0488;SPC SD S     -   165,200.      470,770.      MT  (+/- 180 meters Scaled)
 OS0488
 OS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP635548(NAD 83)
 OS0488
 OS0488                          SUPERSEDED SURVEY CONTROL
 OS0488
 OS0488  NGVD 29 (??/??/92)  775.93   (m)         2545.7    (f) COMPUTED    2 0
 OS0488
 OS0488.Superseded values are not recommended for survey control.
 OS0488
 OS0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0488.See file dsdata.pdf to determine how the superseded data were derived.
 OS0488
 OS0488_MARKER: DZ = AZIMUTH MARK DISK
 OS0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0488_STAMPING: D 6 O 1961
 OS0488_MARK LOGO: CGS
 OS0488_PROJECTION: FLUSH
 OS0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0488+STABILITY: SURFACE MOTION
 OS0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0488+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0488
 OS0488  HISTORY     - Date     Condition        Report By
 OS0488  HISTORY     - 1961     MONUMENTED       CGS
 OS0488  HISTORY     - 1962     GOOD             CGS
 OS0488  HISTORY     - 20130116 GOOD             INDIV
 OS0488
 OS0488                          STATION DESCRIPTION
 OS0488
 OS0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0488'5.3 MI N FROM CEDAR PASS.
 OS0488'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0488'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.75
 OS0488'MILES NORTH ALONG A GRAVELED ROAD, 49 FEET EAST OF THE CENTER
 OS0488'LINE OF THE ROAD, 125 FEET SOUTH OF A T-FENCE CORNER POST WITH
 OS0488'A FENCE LEADING EAST, 3.6 FEET WEST OF A FENCE, 2.7 FEET WEST
 OS0488'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE SURFACE OF THE
 OS0488'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OS0488'GROUND.
 OS0488
 OS0488                          STATION RECOVERY (2013)
 OS0488
 OS0488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0487 ***********************************************************************
 OS0487  DESIGNATION -  D 6 O RM 1
 OS0487  PID         -  OS0487
 OS0487  STATE/COUNTY-  SD/JACKSON
 OS0487  COUNTRY     -  US
 OS0487  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0487
 OS0487                         *CURRENT SURVEY CONTROL
 OS0487  ______________________________________________________________________
 OS0487* NAD 83(1986) POSITION- 43 48 22.     (N) 101 56 22.     (W)   SCALED
 OS0487* NAVD 88 ORTHO HEIGHT -   776.697 (meters)     2548.21  (feet) ADJUSTED
 OS0487  ______________________________________________________________________
 OS0487  GEOID HEIGHT    -        -20.037 (meters)                     GEOID18
 OS0487  DYNAMIC HEIGHT  -        776.445 (meters)     2547.39  (feet) COMP
 OS0487  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0487
 OS0487  VERT ORDER      -  SECOND    CLASS 0
 OS0487
 OS0487.The horizontal coordinates were scaled from a map and have
 OS0487.an estimated accuracy of +/- 6 seconds.
 OS0487
 OS0487.The orthometric height was determined by differential leveling and
 OS0487.adjusted by the NATIONAL GEODETIC SURVEY
 OS0487.in June 1991.
 OS0487
 OS0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0487.GEOID18 height accuracy estimate available here.
 OS0487
 OS0487.Click photographs - Photos may exist for this station.
 OS0487
 OS0487.The dynamic height is computed by dividing the NAVD 88
 OS0487.geopotential number by the normal gravity value computed on the
 OS0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0487.degrees latitude (g = 980.6199 gals.).
 OS0487
 OS0487.The modeled gravity was interpolated from observed gravity values.
 OS0487
 OS0487;                    North         East    Units  Estimated Accuracy
 OS0487;SPC SD S     -   164,860.      470,780.      MT  (+/- 180 meters Scaled)
 OS0487
 OS0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP635545(NAD 83)
 OS0487
 OS0487                          SUPERSEDED SURVEY CONTROL
 OS0487
 OS0487  NGVD 29 (??/??/92)  776.25   (m)         2546.7    (f) COMPUTED    2 0
 OS0487
 OS0487.Superseded values are not recommended for survey control.
 OS0487
 OS0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0487.See file dsdata.pdf to determine how the superseded data were derived.
 OS0487
 OS0487_MARKER: DR = REFERENCE MARK DISK
 OS0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0487_STAMPING: D 6 O NO 1 1961
 OS0487_MARK LOGO: CGS
 OS0487_PROJECTION: FLUSH
 OS0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0487+STABILITY: SURFACE MOTION
 OS0487
 OS0487  HISTORY     - Date     Condition        Report By
 OS0487  HISTORY     - 1961     MONUMENTED       CGS
 OS0487
 OS0487                          STATION DESCRIPTION
 OS0487
 OS0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OS0487'5.1 MI N FROM CEDAR PASS.
 OS0487'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0487'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.55
 OS0487'MILES NORTH ALONG A GRAVELED ROAD, 49 FEET EAST OF THE CENTER
 OS0487'LINE OF THE ROAD, 42.4 FEET NORTH OF TRIANGULATION STATION
 OS0487'D 6 O 1961, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A
 OS0487'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0485 ***********************************************************************
 OS0485  DESIGNATION -  D 6 O RM 2
 OS0485  PID         -  OS0485
 OS0485  STATE/COUNTY-  SD/JACKSON
 OS0485  COUNTRY     -  US
 OS0485  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0485
 OS0485                         *CURRENT SURVEY CONTROL
 OS0485  ______________________________________________________________________
 OS0485* NAD 83(1986) POSITION- 43 48 22.     (N) 101 56 22.     (W)   SCALED
 OS0485* NAVD 88 ORTHO HEIGHT -   776.718 (meters)     2548.28  (feet) ADJUSTED
 OS0485  ______________________________________________________________________
 OS0485  GEOID HEIGHT    -        -20.037 (meters)                     GEOID18
 OS0485  DYNAMIC HEIGHT  -        776.466 (meters)     2547.46  (feet) COMP
 OS0485  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0485
 OS0485  VERT ORDER      -  SECOND    CLASS 0
 OS0485
 OS0485.The horizontal coordinates were scaled from a map and have
 OS0485.an estimated accuracy of +/- 6 seconds.
 OS0485
 OS0485.The orthometric height was determined by differential leveling and
 OS0485.adjusted by the NATIONAL GEODETIC SURVEY
 OS0485.in June 1991.
 OS0485
 OS0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0485.GEOID18 height accuracy estimate available here.
 OS0485
 OS0485.Click photographs - Photos may exist for this station.
 OS0485
 OS0485.The dynamic height is computed by dividing the NAVD 88
 OS0485.geopotential number by the normal gravity value computed on the
 OS0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0485.degrees latitude (g = 980.6199 gals.).
 OS0485
 OS0485.The modeled gravity was interpolated from observed gravity values.
 OS0485
 OS0485;                    North         East    Units  Estimated Accuracy
 OS0485;SPC SD S     -   164,860.      470,780.      MT  (+/- 180 meters Scaled)
 OS0485
 OS0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP635545(NAD 83)
 OS0485
 OS0485                          SUPERSEDED SURVEY CONTROL
 OS0485
 OS0485  NGVD 29 (??/??/92)  776.27   (m)         2546.8    (f) COMPUTED    2 0
 OS0485
 OS0485.Superseded values are not recommended for survey control.
 OS0485
 OS0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0485.See file dsdata.pdf to determine how the superseded data were derived.
 OS0485
 OS0485_MARKER: DR = REFERENCE MARK DISK
 OS0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0485_STAMPING: D 6 O NO 1 1961
 OS0485_MARK LOGO: CGS
 OS0485_PROJECTION: FLUSH
 OS0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0485+STABILITY: SURFACE MOTION
 OS0485
 OS0485  HISTORY     - Date     Condition        Report By
 OS0485  HISTORY     - 1961     MONUMENTED       CGS
 OS0485  HISTORY     - 1962     GOOD             CGS
 OS0485
 OS0485                          STATION DESCRIPTION
 OS0485
 OS0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0485'5.1 MI N FROM CEDAR PASS.
 OS0485'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0485'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.55
 OS0485'MILES NORTH ALONG A GRAVELED ROAD, 110 FEET WEST OF AND ACROSS
 OS0485'THE ROAD FROM D 6 O 1961 TRIANGULATION STATION, 68 FEET WEST OF
 OS0485'THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A FENCE, ABOUT 2 FEET
 OS0485'BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST, FLUSH WITH
 OS0485'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0490 ***********************************************************************
 OS0490  DESIGNATION -  D 6 P
 OS0490  PID         -  OS0490
 OS0490  STATE/COUNTY-  SD/JACKSON
 OS0490  COUNTRY     -  US
 OS0490  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0490
 OS0490                         *CURRENT SURVEY CONTROL
 OS0490  ______________________________________________________________________
 OS0490* NAD 83(1986) POSITION- 43 48 42.     (N) 101 56 46.     (W)   SCALED
 OS0490* NAVD 88 ORTHO HEIGHT -   791.701 (meters)     2597.44  (feet) ADJUSTED
 OS0490  ______________________________________________________________________
 OS0490  GEOID HEIGHT    -        -20.014 (meters)                     GEOID18
 OS0490  DYNAMIC HEIGHT  -        791.445 (meters)     2596.60  (feet) COMP
 OS0490  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OS0490
 OS0490  VERT ORDER      -  SECOND    CLASS 0
 OS0490
 OS0490.The horizontal coordinates were scaled from a map and have
 OS0490.an estimated accuracy of +/- 6 seconds.
 OS0490
 OS0490.The orthometric height was determined by differential leveling and
 OS0490.adjusted by the NATIONAL GEODETIC SURVEY
 OS0490.in June 1991.
 OS0490
 OS0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0490.GEOID18 height accuracy estimate available here.
 OS0490
 OS0490.Click photographs - Photos may exist for this station.
 OS0490
 OS0490.The dynamic height is computed by dividing the NAVD 88
 OS0490.geopotential number by the normal gravity value computed on the
 OS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0490.degrees latitude (g = 980.6199 gals.).
 OS0490
 OS0490.The modeled gravity was interpolated from observed gravity values.
 OS0490
 OS0490;                    North         East    Units  Estimated Accuracy
 OS0490;SPC SD S     -   165,490.      470,260.      MT  (+/- 180 meters Scaled)
 OS0490
 OS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP630551(NAD 83)
 OS0490
 OS0490                          SUPERSEDED SURVEY CONTROL
 OS0490
 OS0490  NGVD 29 (??/??/92)  791.25   (m)         2596.0    (f) COMPUTED    2 0
 OS0490
 OS0490.Superseded values are not recommended for survey control.
 OS0490
 OS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0490.See file dsdata.pdf to determine how the superseded data were derived.
 OS0490
 OS0490_MARKER: DS = TRIANGULATION STATION DISK
 OS0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0490_STAMPING: D 6 P 1961
 OS0490_MARK LOGO: CGS
 OS0490_PROJECTION: FLUSH
 OS0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0490+STABILITY: SURFACE MOTION
 OS0490
 OS0490  HISTORY     - Date     Condition        Report By
 OS0490  HISTORY     - 1961     MONUMENTED       CGS
 OS0490
 OS0490                          STATION DESCRIPTION
 OS0490
 OS0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OS0490'5.8 MI N FROM CEDAR PASS.
 OS0490'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0490'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.9
 OS0490'MILES NORTH ALONG A GRAVELED ROAD TO A GATE ON WEST SIDE OF ROAD
 OS0490'NORTH OF SMALL CONCRETE BRIDGE, THENCE 0.35 MILES WEST ALONG A
 OS0490'TRAIL ROAD TO THE CREST OF A HILL, 0.15 MILE NORTHWEST OF A
 OS0490'CREEK BOTTOM AND COTTONWOOD TREES, 0.15 MILE NORTH OF A EAST
 OS0490'WEST FENCE LINE AND POWER LINE, 56.4 FEET WEST-SOUTH WEST OF D 6
 OS0490'P R.M. 1, 42.3 FEET NORTH-NORTHWEST OF D 6 P R.M. 2, 34 FEET
 OS0490'SOUTH OF THE CENTER LINE OF A TRAIL ROAD, AND SET IN THE TOP OF A
 OS0490'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0489 ***********************************************************************
 OS0489  DESIGNATION -  D 6 P RM 1
 OS0489  PID         -  OS0489
 OS0489  STATE/COUNTY-  SD/JACKSON
 OS0489  COUNTRY     -  US
 OS0489  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0489
 OS0489                         *CURRENT SURVEY CONTROL
 OS0489  ______________________________________________________________________
 OS0489* NAD 83(1986) POSITION- 43 48 42.     (N) 101 56 46.     (W)   SCALED
 OS0489* NAVD 88 ORTHO HEIGHT -   791.414 (meters)     2596.50  (feet) ADJUSTED
 OS0489  ______________________________________________________________________
 OS0489  GEOID HEIGHT    -        -20.014 (meters)                     GEOID18
 OS0489  DYNAMIC HEIGHT  -        791.158 (meters)     2595.66  (feet) COMP
 OS0489  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OS0489
 OS0489  VERT ORDER      -  SECOND    CLASS 0
 OS0489
 OS0489.The horizontal coordinates were scaled from a map and have
 OS0489.an estimated accuracy of +/- 6 seconds.
 OS0489
 OS0489.The orthometric height was determined by differential leveling and
 OS0489.adjusted by the NATIONAL GEODETIC SURVEY
 OS0489.in June 1991.
 OS0489
 OS0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0489.GEOID18 height accuracy estimate available here.
 OS0489
 OS0489.Click photographs - Photos may exist for this station.
 OS0489
 OS0489.The dynamic height is computed by dividing the NAVD 88
 OS0489.geopotential number by the normal gravity value computed on the
 OS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0489.degrees latitude (g = 980.6199 gals.).
 OS0489
 OS0489.The modeled gravity was interpolated from observed gravity values.
 OS0489
 OS0489;                    North         East    Units  Estimated Accuracy
 OS0489;SPC SD S     -   165,490.      470,260.      MT  (+/- 180 meters Scaled)
 OS0489
 OS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP630551(NAD 83)
 OS0489
 OS0489                          SUPERSEDED SURVEY CONTROL
 OS0489
 OS0489  NGVD 29 (??/??/92)  790.97   (m)         2595.0    (f) COMPUTED    2 0
 OS0489
 OS0489.Superseded values are not recommended for survey control.
 OS0489
 OS0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0489.See file dsdata.pdf to determine how the superseded data were derived.
 OS0489
 OS0489_MARKER: DR = REFERENCE MARK DISK
 OS0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0489_STAMPING: D 6 P NO 1 1961
 OS0489_MARK LOGO: CGS
 OS0489_PROJECTION: FLUSH
 OS0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0489+STABILITY: SURFACE MOTION
 OS0489
 OS0489  HISTORY     - Date     Condition        Report By
 OS0489  HISTORY     - 1961     MONUMENTED       CGS
 OS0489  HISTORY     - 1962     GOOD             CGS
 OS0489
 OS0489                          STATION DESCRIPTION
 OS0489
 OS0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0489'5.8 MI N FROM CEDAR PASS.
 OS0489'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0489'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.9
 OS0489'MILES NORTH ALONG A GRAVELED ROAD TO A GATE ON WEST SIDE OF
 OS0489'ROAD NORTH OF SMALL CONCRETE BRIDGE, THENCE 0.35 MILES WEST
 OS0489'ALONG A TRAIL ROAD TO THE CREST OF A HILL, 0.15 MILE NORTHWEST
 OS0489'OF A CREEK BOTTOM AND COTTONWOOD TREES, 0.15 MILE NORTH OF A
 OS0489'EAST WEST FENCE LINE AND POWER LINE, 56.4 FEET EAST-NORTHEAST
 OS0489'OF D 6 P 1961-TRIANGULATION STATION, 18 FEET SOUTH OF THE CENTER
 OS0489'LINE OF TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0489'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0491 ***********************************************************************
 OS0491  DESIGNATION -  D 6 P RM 2
 OS0491  PID         -  OS0491
 OS0491  STATE/COUNTY-  SD/JACKSON
 OS0491  COUNTRY     -  US
 OS0491  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0491
 OS0491                         *CURRENT SURVEY CONTROL
 OS0491  ______________________________________________________________________
 OS0491* NAD 83(1986) POSITION- 43 48 42.     (N) 101 56 46.     (W)   SCALED
 OS0491* NAVD 88 ORTHO HEIGHT -   791.100 (meters)     2595.47  (feet) ADJUSTED
 OS0491  ______________________________________________________________________
 OS0491  GEOID HEIGHT    -        -20.014 (meters)                     GEOID18
 OS0491  DYNAMIC HEIGHT  -        790.844 (meters)     2594.63  (feet) COMP
 OS0491  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OS0491
 OS0491  VERT ORDER      -  SECOND    CLASS 0
 OS0491
 OS0491.The horizontal coordinates were scaled from a map and have
 OS0491.an estimated accuracy of +/- 6 seconds.
 OS0491
 OS0491.The orthometric height was determined by differential leveling and
 OS0491.adjusted by the NATIONAL GEODETIC SURVEY
 OS0491.in June 1991.
 OS0491
 OS0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0491.GEOID18 height accuracy estimate available here.
 OS0491
 OS0491.Click photographs - Photos may exist for this station.
 OS0491
 OS0491.The dynamic height is computed by dividing the NAVD 88
 OS0491.geopotential number by the normal gravity value computed on the
 OS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0491.degrees latitude (g = 980.6199 gals.).
 OS0491
 OS0491.The modeled gravity was interpolated from observed gravity values.
 OS0491
 OS0491;                    North         East    Units  Estimated Accuracy
 OS0491;SPC SD S     -   165,490.      470,260.      MT  (+/- 180 meters Scaled)
 OS0491
 OS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP630551(NAD 83)
 OS0491
 OS0491                          SUPERSEDED SURVEY CONTROL
 OS0491
 OS0491  NGVD 29 (??/??/92)  790.65   (m)         2594.0    (f) COMPUTED    2 0
 OS0491
 OS0491.Superseded values are not recommended for survey control.
 OS0491
 OS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0491.See file dsdata.pdf to determine how the superseded data were derived.
 OS0491
 OS0491_MARKER: DR = REFERENCE MARK DISK
 OS0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0491_SP_SET: BRIDGE
 OS0491_STAMPING: D 6 P NO 21961
 OS0491_MARK LOGO: CGS
 OS0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0491
 OS0491  HISTORY     - Date     Condition        Report By
 OS0491  HISTORY     - 1961     MONUMENTED       CGS
 OS0491
 OS0491                          STATION DESCRIPTION
 OS0491
 OS0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OS0491'5.8 MI N FROM CEDAR PASS.
 OS0491'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0491'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.9
 OS0491'MILES NORTH ALONG A GRAVELED ROAD TO A GATE ON THE WEST SIDE OF
 OS0491'THE ROAD NORTH TO A SMALL CONCRETE BRIDGE, THENCE 0.35 MILES
 OS0491'WEST ALONG A TRAIL ROAD TO THE CREST OF A HILL, 42.3 FEET
 OS0491'SOUTH-SOUTHEAST OF D 6 P 1961 TRIANGULATION STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0082 ***********************************************************************
 QR0082  DESIGNATION -  D 60
 QR0082  PID         -  QR0082
 QR0082  STATE/COUNTY-  SD/BROWN
 QR0082  COUNTRY     -  US
 QR0082  USGS QUAD   -  WARNER (2017)
 QR0082
 QR0082                         *CURRENT SURVEY CONTROL
 QR0082  ______________________________________________________________________
 QR0082* NAD 83(1986) POSITION- 45 17 55.41   (N) 098 29 42.58   (W)   HD_HELD1
 QR0082* NAVD 88 ORTHO HEIGHT -   393.198 (meters)     1290.02  (feet) ADJUSTED
 QR0082  ______________________________________________________________________
 QR0082  GEOID HEIGHT    -        -24.330 (meters)                     GEOID18
 QR0082  DYNAMIC HEIGHT  -        393.168 (meters)     1289.92  (feet) COMP
 QR0082  MODELED GRAVITY -    980,528.1   (mgal)                       NAVD 88
 QR0082
 QR0082  VERT ORDER      -  SECOND    CLASS 0
 QR0082
 QR0082.The horizontal coordinates were determined by differentially corrected
 QR0082.hand held GPS observations or other comparable positioning techniques
 QR0082.and have an estimated accuracy of +/- 3 meters.
 QR0082
 QR0082.The orthometric height was determined by differential leveling and
 QR0082.adjusted by the NATIONAL GEODETIC SURVEY
 QR0082.in June 1991.
 QR0082
 QR0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0082.GEOID18 height accuracy estimate available here.
 QR0082
 QR0082.Click photographs - Photos may exist for this station.
 QR0082
 QR0082.The dynamic height is computed by dividing the NAVD 88
 QR0082.geopotential number by the normal gravity value computed on the
 QR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0082.degrees latitude (g = 980.6199 gals.).
 QR0082
 QR0082.The modeled gravity was interpolated from observed gravity values.
 QR0082
 QR0082;                    North         East    Units  Estimated Accuracy
 QR0082;SPC SD N     -   163,936.4     718,020.7     MT  (+/- 3 meters HH1 GPS) 
 QR0082
 QR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3958116259(NAD 83)
 QR0082
 QR0082                          SUPERSEDED SURVEY CONTROL
 QR0082
 QR0082  NGVD 29 (??/??/92)  392.909  (m)         1289.07   (f) ADJ UNCH    2 0
 QR0082
 QR0082.Superseded values are not recommended for survey control.
 QR0082
 QR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0082.See file dsdata.pdf to determine how the superseded data were derived.
 QR0082
 QR0082_MARKER: DB = BENCH MARK DISK
 QR0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0082_SP_SET: BRIDGE
 QR0082_STAMPING: D 60 1934
 QR0082_MARK LOGO: CGS
 QR0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0082
 QR0082  HISTORY     - Date     Condition        Report By
 QR0082  HISTORY     - 1934     MONUMENTED       CGS
 QR0082
 QR0082                          STATION DESCRIPTION
 QR0082
 QR0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0082'1.9 MI S FROM WARNER.
 QR0082'1.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0082'PACIFIC RAILWAY FROM THE STATION AT WARNER, BROWN COUNTY, AT
 QR0082'BRIDGE P70, IN THE WEST END OF THE NORTH CONCRETE RETAINING
 QR0082'WALL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 QR0082'DISK, STAMPED D 60 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0014 ***********************************************************************
 QR0014  DESIGNATION -  D 61
 QR0014  PID         -  QR0014
 QR0014  STATE/COUNTY-  SD/BROWN
 QR0014  COUNTRY     -  US
 QR0014  USGS QUAD   -  HOUGHTON (2017)
 QR0014
 QR0014                         *CURRENT SURVEY CONTROL
 QR0014  ______________________________________________________________________
 QR0014* NAD 83(1986) POSITION- 45 45 45.62   (N) 098 12 49.05   (W)   HD_HELD1
 QR0014* NAVD 88 ORTHO HEIGHT -   396.913 (meters)     1302.21  (feet) ADJUSTED
 QR0014  ______________________________________________________________________
 QR0014  GEOID HEIGHT    -        -24.962 (meters)                     GEOID18
 QR0014  DYNAMIC HEIGHT  -        396.893 (meters)     1302.14  (feet) COMP
 QR0014  MODELED GRAVITY -    980,553.3   (mgal)                       NAVD 88
 QR0014
 QR0014  VERT ORDER      -  FIRST     CLASS II
 QR0014
 QR0014.The horizontal coordinates were determined by differentially corrected
 QR0014.hand held GPS observations or other comparable positioning techniques
 QR0014.and have an estimated accuracy of +/- 3 meters.
 QR0014
 QR0014.The orthometric height was determined by differential leveling and
 QR0014.adjusted by the NATIONAL GEODETIC SURVEY
 QR0014.in June 1991.
 QR0014
 QR0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0014.GEOID18 height accuracy estimate available here.
 QR0014
 QR0014.Click photographs - Photos may exist for this station.
 QR0014
 QR0014.The dynamic height is computed by dividing the NAVD 88
 QR0014.geopotential number by the normal gravity value computed on the
 QR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0014.degrees latitude (g = 980.6199 gals.).
 QR0014
 QR0014.The modeled gravity was interpolated from observed gravity values.
 QR0014
 QR0014;                    North         East    Units  Estimated Accuracy
 QR0014;SPC SD N     -   215,935.5     738,959.9     MT  (+/- 3 meters HH1 GPS) 
 QR0014
 QR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6115067979(NAD 83)
 QR0014
 QR0014                          SUPERSEDED SURVEY CONTROL
 QR0014
 QR0014  NGVD 29 (??/??/92)  396.603  (m)         1301.19   (f) ADJ UNCH    1 2
 QR0014
 QR0014.Superseded values are not recommended for survey control.
 QR0014
 QR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0014.See file dsdata.pdf to determine how the superseded data were derived.
 QR0014
 QR0014_MARKER: DB = BENCH MARK DISK
 QR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0014_STAMPING: D 61 1934
 QR0014_MARK LOGO: CGS
 QR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0014+STABILITY: SURFACE MOTION
 QR0014
 QR0014  HISTORY     - Date     Condition        Report By
 QR0014  HISTORY     - 1934     MONUMENTED       CGS
 QR0014  HISTORY     - 1941     GOOD             CGS
 QR0014
 QR0014                          STATION DESCRIPTION
 QR0014
 QR0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0014'AT HOUGHTON.
 QR0014'AT HOUGHTON, BROWN COUNTY, ACROSS A ROAD FROM THE CHICAGO AND NORTH
 QR0014'WESTERN RAILWAY STATION, AT THE CROSSING OF STATE HIGHWAY 10, 21
 QR0014'FEET EAST OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTH OF A POLE,
 QR0014'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 61 1934
 QR0014'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0191 ***********************************************************************
 QQ0191  DESIGNATION -  D 63
 QQ0191  PID         -  QQ0191
 QQ0191  STATE/COUNTY-  SD/ROBERTS
 QQ0191  COUNTRY     -  US
 QQ0191  USGS QUAD   -  GOODWILL (2017)
 QQ0191
 QQ0191                         *CURRENT SURVEY CONTROL
 QQ0191  ______________________________________________________________________
 QQ0191* NAD 83(1986) POSITION- 45 32 43.     (N) 097 07 23.     (W)   SCALED
 QQ0191* NAVD 88 ORTHO HEIGHT -   620.844 (meters)     2036.89  (feet) ADJUSTED
 QQ0191  ______________________________________________________________________
 QQ0191  GEOID HEIGHT    -        -25.429 (meters)                     GEOID18
 QQ0191  DYNAMIC HEIGHT  -        620.781 (meters)     2036.68  (feet) COMP
 QQ0191  MODELED GRAVITY -    980,494.4   (mgal)                       NAVD 88
 QQ0191
 QQ0191  VERT ORDER      -  SECOND    CLASS 0
 QQ0191
 QQ0191.The horizontal coordinates were scaled from a map and have
 QQ0191.an estimated accuracy of +/- 6 seconds.
 QQ0191
 QQ0191.The orthometric height was determined by differential leveling and
 QQ0191.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0191.in June 1991.
 QQ0191
 QQ0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0191.GEOID18 height accuracy estimate available here.
 QQ0191
 QQ0191.Click photographs - Photos may exist for this station.
 QQ0191
 QQ0191.The dynamic height is computed by dividing the NAVD 88
 QQ0191.geopotential number by the normal gravity value computed on the
 QQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0191.degrees latitude (g = 980.6199 gals.).
 QQ0191
 QQ0191.The modeled gravity was interpolated from observed gravity values.
 QQ0191
 QQ0191;                    North         East    Units  Estimated Accuracy
 QQ0191;SPC SD N     -   194,230.      824,620.      MT  (+/- 180 meters Scaled)
 QQ0191
 QQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR465452(NAD 83)
 QQ0191
 QQ0191                          SUPERSEDED SURVEY CONTROL
 QQ0191
 QQ0191  NGVD 29 (??/??/92)  620.567  (m)         2035.98   (f) ADJ UNCH    2 0
 QQ0191
 QQ0191.Superseded values are not recommended for survey control.
 QQ0191
 QQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0191.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0191
 QQ0191_MARKER: DB = BENCH MARK DISK
 QQ0191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0191_SP_SET: CULVERT
 QQ0191_STAMPING: D 63 1934
 QQ0191_MARK LOGO: CGS
 QQ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0191+STABILITY: SURFACE MOTION
 QQ0191
 QQ0191  HISTORY     - Date     Condition        Report By
 QQ0191  HISTORY     - 1934     MONUMENTED       CGS
 QQ0191  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0191
 QQ0191                          STATION DESCRIPTION
 QQ0191
 QQ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0191'10.6 MI S FROM SISSETON.
 QQ0191'10.6 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM SISSETON, ROBERTS
 QQ0191'COUNTY, ABOUT 400 FEET NORTH OF A CROSS ROAD, AT A 3-FOOT
 QQ0191'CONCRETE BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST
 QQ0191'CONCRETE FOOT WALL.  A STANDARD DISK, STAMPED D 63 1934.
 QQ0191'NOTE-- THE CONCRETE BOX CULVERT HAS BEEN REPLACED BY A TUBULAR
 QQ0191'CONCRETE CULVERT.
 QQ0191
 QQ0191                          STATION RECOVERY (1970)
 QQ0191
 QQ0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0444 ***********************************************************************
 QS0444  DESIGNATION -  D 65
 QS0444  PID         -  QS0444
 QS0444  STATE/COUNTY-  SD/CORSON
 QS0444  COUNTRY     -  US
 QS0444  USGS QUAD   -  TATANKA LAKE (2017)
 QS0444
 QS0444                         *CURRENT SURVEY CONTROL
 QS0444  ______________________________________________________________________
 QS0444* NAD 83(1986) POSITION- 45 56 13.     (N) 101 12 52.     (W)   SCALED
 QS0444* NAVD 88 ORTHO HEIGHT -   674.218 (meters)     2212.00  (feet) ADJUSTED
 QS0444  ______________________________________________________________________
 QS0444  GEOID HEIGHT    -        -20.659 (meters)                     GEOID18
 QS0444  DYNAMIC HEIGHT  -        674.152 (meters)     2211.78  (feet) COMP
 QS0444  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 QS0444
 QS0444  VERT ORDER      -  SECOND    CLASS 0
 QS0444
 QS0444.The horizontal coordinates were scaled from a map and have
 QS0444.an estimated accuracy of +/- 6 seconds.
 QS0444
 QS0444.The orthometric height was determined by differential leveling and
 QS0444.adjusted by the NATIONAL GEODETIC SURVEY
 QS0444.in June 1991.
 QS0444
 QS0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0444.GEOID18 height accuracy estimate available here.
 QS0444
 QS0444.Click photographs - Photos may exist for this station.
 QS0444
 QS0444.The dynamic height is computed by dividing the NAVD 88
 QS0444.geopotential number by the normal gravity value computed on the
 QS0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0444.degrees latitude (g = 980.6199 gals.).
 QS0444
 QS0444.The modeled gravity was interpolated from observed gravity values.
 QS0444
 QS0444;                    North         East    Units  Estimated Accuracy
 QS0444;SPC SD N     -   234,480.      505,820.      MT  (+/- 180 meters Scaled)
 QS0444
 QS0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR283894(NAD 83)
 QS0444
 QS0444                          SUPERSEDED SURVEY CONTROL
 QS0444
 QS0444  NGVD 29 (??/??/92)  673.733  (m)         2210.41   (f) ADJ UNCH    2 0
 QS0444
 QS0444.Superseded values are not recommended for survey control.
 QS0444
 QS0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0444.See file dsdata.pdf to determine how the superseded data were derived.
 QS0444
 QS0444_MARKER: DB = BENCH MARK DISK
 QS0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0444_STAMPING: D 65 1934
 QS0444_MARK LOGO: CGS
 QS0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0444+STABILITY: SURFACE MOTION
 QS0444
 QS0444  HISTORY     - Date     Condition        Report By
 QS0444  HISTORY     - 1934     MONUMENTED       CGS
 QS0444  HISTORY     - 1940     GOOD             CGS
 QS0444
 QS0444                          STATION DESCRIPTION
 QS0444
 QS0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0444'AT TATANKA.
 QS0444'AT TATANKA, CORSON COUNTY, ABOUT 5 POLES WEST OF THE CHICAGO,
 QS0444'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT A ROAD
 QS0444'CROSSING, 78 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 4
 QS0444'FEET NORTH OF A POLE, 1 FOOT NORTH OF A WHITE REFERENCE POST
 QS0444'STENCILED U.S.B.M., AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 QS0444'DISK, STAMPED D 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0401 ***********************************************************************
 QS0401  DESIGNATION -  D 66 RESET
 QS0401  PID         -  QS0401
 QS0401  STATE/COUNTY-  SD/CORSON
 QS0401  COUNTRY     -  US
 QS0401  USGS QUAD   -  WAKPALA (2017)
 QS0401
 QS0401                         *CURRENT SURVEY CONTROL
 QS0401  ______________________________________________________________________
 QS0401* NAD 83(1986) POSITION- 45 39 29.     (N) 100 32 11.     (W)   SCALED
 QS0401* NAVD 88 ORTHO HEIGHT -   498.81  (meters)     1636.5   (feet) RESET
 QS0401  ______________________________________________________________________
 QS0401  GEOID HEIGHT    -        -21.596 (meters)                     GEOID18
 QS0401  VERT ORDER      -  THIRD
 QS0401
 QS0401.The horizontal coordinates were scaled from a map and have
 QS0401.an estimated accuracy of +/- 6 seconds.
 QS0401
 QS0401.The orthometric height was computed from unverified reset data.
 QS0401
 QS0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0401.GEOID18 height accuracy estimate available here.
 QS0401
 QS0401.Click photographs - Photos may exist for this station.
 QS0401
 QS0401;                    North         East    Units  Estimated Accuracy
 QS0401;SPC SD N     -   202,910.      558,200.      MT  (+/- 180 meters Scaled)
 QS0401
 QS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR803572(NAD 83)
 QS0401
 QS0401                          SUPERSEDED SURVEY CONTROL
 QS0401
 QS0401.No superseded survey control is available for this station.
 QS0401
 QS0401_MARKER: DV = VERTICAL CONTROL DISK
 QS0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0401_SP_SET: FOUNDATION
 QS0401_STAMPING: D 66 RESET 1973
 QS0401_MARK LOGO: NGS
 QS0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0401
 QS0401  HISTORY     - Date     Condition        Report By
 QS0401  HISTORY     - 1973     MONUMENTED       NGS
 QS0401
 QS0401                          STATION DESCRIPTION
 QS0401
 QS0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QS0401'AT WAKPALA.
 QS0401'AT WAKPALA, IN THE WEST WALL AT THE NORTHWEST CORNER OF THE
 QS0401'CARMEL INDIAN MISSION, BUILDING, 2.1 FEET SOUTH OF THE NORTHWEST
 QS0401'CORNER, 0.9 FOOT ABOVE GROUND LEVEL, AND SET VERTICAL IN A
 QS0401'DRILL HOLE IN THE CONCRETE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0069 ***********************************************************************
 QS0069  DESIGNATION -  D 67 RESET
 QS0069  PID         -  QS0069
 QS0069  STATE/COUNTY-  SD/CAMPBELL
 QS0069  COUNTRY     -  US
 QS0069  USGS QUAD   -  MOUND CITY (2017)
 QS0069
 QS0069                         *CURRENT SURVEY CONTROL
 QS0069  ______________________________________________________________________
 QS0069* NAD 83(1986) POSITION- 45 44 46.     (N) 100 04 07.     (W)   SCALED
 QS0069* NAVD 88 ORTHO HEIGHT -   512.801 (meters)     1682.41  (feet) ADJUSTED
 QS0069  ______________________________________________________________________
 QS0069  GEOID HEIGHT    -        -22.261 (meters)                     GEOID18
 QS0069  DYNAMIC HEIGHT  -        512.763 (meters)     1682.29  (feet) COMP
 QS0069  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 QS0069
 QS0069  VERT ORDER      -  SECOND    CLASS 0
 QS0069
 QS0069.The horizontal coordinates were scaled from a map and have
 QS0069.an estimated accuracy of +/- 6 seconds.
 QS0069
 QS0069.The orthometric height was determined by differential leveling and
 QS0069.adjusted by the NATIONAL GEODETIC SURVEY
 QS0069.in June 1991.
 QS0069
 QS0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0069.GEOID18 height accuracy estimate available here.
 QS0069
 QS0069.Click photographs - Photos may exist for this station.
 QS0069
 QS0069.The dynamic height is computed by dividing the NAVD 88
 QS0069.geopotential number by the normal gravity value computed on the
 QS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0069.degrees latitude (g = 980.6199 gals.).
 QS0069
 QS0069.The modeled gravity was interpolated from observed gravity values.
 QS0069
 QS0069;                    North         East    Units  Estimated Accuracy
 QS0069;SPC SD N     -   212,560.      594,660.      MT  (+/- 180 meters Scaled)
 QS0069
 QS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168663(NAD 83)
 QS0069
 QS0069                          SUPERSEDED SURVEY CONTROL
 QS0069
 QS0069  NGVD 29 (??/??/92)  512.423  (m)         1681.17   (f) ADJ UNCH    2 0
 QS0069
 QS0069.Superseded values are not recommended for survey control.
 QS0069
 QS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0069.See file dsdata.pdf to determine how the superseded data were derived.
 QS0069
 QS0069_MARKER: DB = BENCH MARK DISK
 QS0069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0069_SP_SET: BOX CULVERT HEADWALL
 QS0069_STAMPING: D 67 RESET 1939
 QS0069_MARK LOGO: CGS
 QS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0069+STABILITY: SURFACE MOTION
 QS0069
 QS0069  HISTORY     - Date     Condition        Report By
 QS0069  HISTORY     - 1939     MONUMENTED       SDHD
 QS0069  HISTORY     - 1940     GOOD             CGS
 QS0069  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0069
 QS0069                          STATION DESCRIPTION
 QS0069
 QS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0069'1.3 MI N FROM MOUND CITY.
 QS0069'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MOUND CITY,
 QS0069'CAMPBELL COUNTY, AT HIGHWAY STATION 459+29, AT A 2- BY 6-FOOT
 QS0069'CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE WEST
 QS0069'CONCRETE HEAD WALL, AND 15 FEET WEST OF THE CENTER LINE OF THE
 QS0069'HIGHWAY.  A STANDARD DISK, STAMPED D 67 RESET 1939.
 QS0069
 QS0069                          STATION RECOVERY (1997)
 QS0069
 QS0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0069'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0303 ***********************************************************************
 QR0303  DESIGNATION -  D 68 RESET
 QR0303  PID         -  QR0303
 QR0303  STATE/COUNTY-  SD/WALWORTH
 QR0303  COUNTRY     -  US
 QR0303  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0303
 QR0303                         *CURRENT SURVEY CONTROL
 QR0303  ______________________________________________________________________
 QR0303* NAD 83(1986) POSITION- 45 14 45.     (N) 099 57 48.     (W)   SCALED
 QR0303* NAVD 88 ORTHO HEIGHT -   633.70  (meters)     2079.1   (feet) RESET
 QR0303  ______________________________________________________________________
 QR0303  GEOID HEIGHT    -        -22.326 (meters)                     GEOID18
 QR0303  VERT ORDER      -  THIRD
 QR0303
 QR0303.The horizontal coordinates were scaled from a map and have
 QR0303.an estimated accuracy of +/- 6 seconds.
 QR0303
 QR0303.The orthometric height was computed from unverified reset data.
 QR0303
 QR0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0303.GEOID18 height accuracy estimate available here.
 QR0303
 QR0303.Click photographs - Photos may exist for this station.
 QR0303
 QR0303;                    North         East    Units  Estimated Accuracy
 QR0303;SPC SD N     -   156,960.      602,880.      MT  (+/- 180 meters Scaled)
 QR0303
 QR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR243107(NAD 83)
 QR0303
 QR0303                          SUPERSEDED SURVEY CONTROL
 QR0303
 QR0303.No superseded survey control is available for this station.
 QR0303
 QR0303_MARKER: DB = BENCH MARK DISK
 QR0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0303_STAMPING: D 68 RESET 1952
 QR0303_MARK LOGO: CGS
 QR0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0303+STABILITY: SURFACE MOTION
 QR0303
 QR0303  HISTORY     - Date     Condition        Report By
 QR0303  HISTORY     - 1952     MONUMENTED       CGS
 QR0303
 QR0303                          STATION DESCRIPTION
 QR0303
 QR0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 QR0303'17.7 MI N FROM GETTYSBURG.
 QR0303'AT THE WALWORTH-POTTER COUNTY LINE, 17.7 MILES NORTH ALONG U.S.
 QR0303'HIGHWAY 53 FROM THE CITY WATER TOWER AT GETTYSBURG, POTTER
 QR0303'COUNTY, 0.5 MILE EAST OF THE POINT WHERE THE HIGHWAY TURNS EAST
 QR0303'ALONG THE COUNTY LINE, AT THE BEGINNING OF A LONG SLOPE, 759
 QR0303'FEET WEST AND 108.5 FEET SOUTH OF SURVEY STATION 246 (NORTHWEST
 QR0303'CORNER OF SECTION 1, T 120 N, R 75 W), 108.5 FEET SOUTH OF A
 QR0303'30-INCH REINFORCED-CONCRETE PIPE WITH FLARED ENDS, 100 FEET
 QR0303'WEST AND 85 FEET SOUTH OF A SUMMIT ENTRANCE RIGHT AND LEFT, AND
 QR0303'75 FEET SOUTH OF AN EAST-AND-WEST WOVEN-WIRE FENCE.  A STANDARD
 QR0303'DISK, STAMPED D 68 RESET 1952 AND SET IN THE TOP OF A CONCRETE
 QR0303'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0145 ***********************************************************************
 OT0145  DESIGNATION -  D 7 M
 OT0145  PID         -  OT0145
 OT0145  STATE/COUNTY-  SD/PENNINGTON
 OT0145  COUNTRY     -  US
 OT0145  USGS QUAD   -  WALL SE (2017)
 OT0145
 OT0145                         *CURRENT SURVEY CONTROL
 OT0145  ______________________________________________________________________
 OT0145* NAD 83(1986) POSITION- 43 49 02.     (N) 102 07 08.     (W)   SCALED
 OT0145* NAVD 88 ORTHO HEIGHT -   817.606 (meters)     2682.43  (feet) ADJUSTED
 OT0145  ______________________________________________________________________
 OT0145  GEOID HEIGHT    -        -19.445 (meters)                     GEOID18
 OT0145  DYNAMIC HEIGHT  -        817.341 (meters)     2681.56  (feet) COMP
 OT0145  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OT0145
 OT0145  VERT ORDER      -  SECOND    CLASS 0
 OT0145
 OT0145.The horizontal coordinates were scaled from a map and have
 OT0145.an estimated accuracy of +/- 6 seconds.
 OT0145
 OT0145.The orthometric height was determined by differential leveling and
 OT0145.adjusted by the NATIONAL GEODETIC SURVEY
 OT0145.in June 1991.
 OT0145
 OT0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0145.GEOID18 height accuracy estimate available here.
 OT0145
 OT0145.Click photographs - Photos may exist for this station.
 OT0145
 OT0145.The dynamic height is computed by dividing the NAVD 88
 OT0145.geopotential number by the normal gravity value computed on the
 OT0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0145.degrees latitude (g = 980.6199 gals.).
 OT0145
 OT0145.The modeled gravity was interpolated from observed gravity values.
 OT0145
 OT0145;                    North         East    Units  Estimated Accuracy
 OT0145;SPC SD S     -   166,390.      456,370.      MT  (+/- 180 meters Scaled)
 OT0145
 OT0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ317556(NAD 83)
 OT0145
 OT0145                          SUPERSEDED SURVEY CONTROL
 OT0145
 OT0145  NGVD 29 (??/??/92)  817.14   (m)         2680.9    (f) COMPUTED    2 0
 OT0145
 OT0145.Superseded values are not recommended for survey control.
 OT0145
 OT0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0145.See file dsdata.pdf to determine how the superseded data were derived.
 OT0145
 OT0145_MARKER: DS = TRIANGULATION STATION DISK
 OT0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0145_STAMPING: D 7 M 1961
 OT0145_MARK LOGO: CGS
 OT0145_PROJECTION: FLUSH
 OT0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0145+STABILITY: SURFACE MOTION
 OT0145
 OT0145  HISTORY     - Date     Condition        Report By
 OT0145  HISTORY     - 1961     MONUMENTED       CGS
 OT0145  HISTORY     - 1962     GOOD             CGS
 OT0145
 OT0145                          STATION DESCRIPTION
 OT0145
 OT0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0145'15.9 MI S FROM QUINN.
 OT0145'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0145'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0145'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0145'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0145'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8
 OT0145'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 2.0 MILES EAST ALONG
 OT0145'A BLADED DIRT ROAD, THENCE 0.3 MILE SOUTH ACROSS COUNTRY TO A
 OT0145'T FENCE CORNER IN SECTION 5, T 3 S, R 17 E, 10 FEET EAST-NORTHEAST
 OT0145'OF A T FENCE CORNER, 3 1/2 FEET NORTH OF AN EAST-WEST FENCE,
 OT0145'6.6 FEET EAST-NORTHEAST OF A METAL WITNESS POST, AND SET IN
 OT0145'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0144 ***********************************************************************
 OT0144  DESIGNATION -  D 7 M AZ MK
 OT0144  PID         -  OT0144
 OT0144  STATE/COUNTY-  SD/PENNINGTON
 OT0144  COUNTRY     -  US
 OT0144  USGS QUAD   -  WALL SE (2017)
 OT0144
 OT0144                         *CURRENT SURVEY CONTROL
 OT0144  ______________________________________________________________________
 OT0144* NAD 83(1986) POSITION- 43 49 13.     (N) 102 07 27.     (W)   SCALED
 OT0144* NAVD 88 ORTHO HEIGHT -   820.308 (meters)     2691.29  (feet) ADJUSTED
 OT0144  ______________________________________________________________________
 OT0144  GEOID HEIGHT    -        -19.426 (meters)                     GEOID18
 OT0144  DYNAMIC HEIGHT  -        820.043 (meters)     2690.42  (feet) COMP
 OT0144  MODELED GRAVITY -    980,267.6   (mgal)                       NAVD 88
 OT0144
 OT0144  VERT ORDER      -  SECOND    CLASS 0
 OT0144
 OT0144.The horizontal coordinates were scaled from a map and have
 OT0144.an estimated accuracy of +/- 6 seconds.
 OT0144
 OT0144.The orthometric height was determined by differential leveling and
 OT0144.adjusted by the NATIONAL GEODETIC SURVEY
 OT0144.in June 1991.
 OT0144
 OT0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0144.GEOID18 height accuracy estimate available here.
 OT0144
 OT0144.Click photographs - Photos may exist for this station.
 OT0144
 OT0144.The dynamic height is computed by dividing the NAVD 88
 OT0144.geopotential number by the normal gravity value computed on the
 OT0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0144.degrees latitude (g = 980.6199 gals.).
 OT0144
 OT0144.The modeled gravity was interpolated from observed gravity values.
 OT0144
 OT0144;                    North         East    Units  Estimated Accuracy
 OT0144;SPC SD S     -   166,740.      455,960.      MT  (+/- 180 meters Scaled)
 OT0144
 OT0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ312559(NAD 83)
 OT0144
 OT0144                          SUPERSEDED SURVEY CONTROL
 OT0144
 OT0144  NGVD 29 (??/??/92)  819.84   (m)         2689.8    (f) COMPUTED    2 0
 OT0144
 OT0144.Superseded values are not recommended for survey control.
 OT0144
 OT0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0144.See file dsdata.pdf to determine how the superseded data were derived.
 OT0144
 OT0144_MARKER: DZ = AZIMUTH MARK DISK
 OT0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0144_STAMPING: D 7 M 1961
 OT0144_MARK LOGO: CGS
 OT0144_PROJECTION: FLUSH
 OT0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0144+STABILITY: SURFACE MOTION
 OT0144
 OT0144  HISTORY     - Date     Condition        Report By
 OT0144  HISTORY     - 1961     MONUMENTED       CGS
 OT0144  HISTORY     - 1962     GOOD             CGS
 OT0144
 OT0144                          STATION DESCRIPTION
 OT0144
 OT0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0144'15.3 MI S FROM QUINN.
 OT0144'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0144'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0144'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0144'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0144'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES
 OT0144'SOUTH ALONG A BLADED DIRT ROAD, THENCE 1.7 MILES EAST ALONG A
 OT0144'BLADED DIRT ROAD IN SECTION 6, T 3 S, R 17 E, 216 FEET SOUTH OF
 OT0144'THE CENTER LINE OF THE EAST-WEST ROAD, 39 FEET WEST OF THE
 OT0144'CENTER LINE OF A ROAD LEADING SOUTH, 4 FEET EAST OF A FENCE,
 OT0144'3.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OT0144'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OT0144'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0147 ***********************************************************************
 OT0147  DESIGNATION -  D 7 M RM 1
 OT0147  PID         -  OT0147
 OT0147  STATE/COUNTY-  SD/PENNINGTON
 OT0147  COUNTRY     -  US
 OT0147  USGS QUAD   -  WALL SE (2017)
 OT0147
 OT0147                         *CURRENT SURVEY CONTROL
 OT0147  ______________________________________________________________________
 OT0147* NAD 83(1986) POSITION- 43 49 03.     (N) 102 07 09.     (W)   SCALED
 OT0147* NAVD 88 ORTHO HEIGHT -   817.631 (meters)     2682.51  (feet) ADJUSTED
 OT0147  ______________________________________________________________________
 OT0147  GEOID HEIGHT    -        -19.444 (meters)                     GEOID18
 OT0147  DYNAMIC HEIGHT  -        817.366 (meters)     2681.64  (feet) COMP
 OT0147  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OT0147
 OT0147  VERT ORDER      -  SECOND    CLASS 0
 OT0147
 OT0147.The horizontal coordinates were scaled from a map and have
 OT0147.an estimated accuracy of +/- 6 seconds.
 OT0147
 OT0147.The orthometric height was determined by differential leveling and
 OT0147.adjusted by the NATIONAL GEODETIC SURVEY
 OT0147.in June 1991.
 OT0147
 OT0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0147.GEOID18 height accuracy estimate available here.
 OT0147
 OT0147.Click photographs - Photos may exist for this station.
 OT0147
 OT0147.The dynamic height is computed by dividing the NAVD 88
 OT0147.geopotential number by the normal gravity value computed on the
 OT0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0147.degrees latitude (g = 980.6199 gals.).
 OT0147
 OT0147.The modeled gravity was interpolated from observed gravity values.
 OT0147
 OT0147;                    North         East    Units  Estimated Accuracy
 OT0147;SPC SD S     -   166,420.      456,350.      MT  (+/- 180 meters Scaled)
 OT0147
 OT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ316556(NAD 83)
 OT0147
 OT0147                          SUPERSEDED SURVEY CONTROL
 OT0147
 OT0147  NGVD 29 (??/??/92)  817.16   (m)         2681.0    (f) COMPUTED    2 0
 OT0147
 OT0147.Superseded values are not recommended for survey control.
 OT0147
 OT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0147.See file dsdata.pdf to determine how the superseded data were derived.
 OT0147
 OT0147_MARKER: DR = REFERENCE MARK DISK
 OT0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0147_STAMPING: D 7 M NO 1 1962
 OT0147_MARK LOGO: CGS
 OT0147_PROJECTION: FLUSH
 OT0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0147+STABILITY: SURFACE MOTION
 OT0147
 OT0147  HISTORY     - Date     Condition        Report By
 OT0147  HISTORY     - 1962     MONUMENTED       CGS
 OT0147
 OT0147                          STATION DESCRIPTION
 OT0147
 OT0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0147'15.9 MI S FROM QUINN.
 OT0147'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0147'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0147'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0147'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0147'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8
 OT0147'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 2.0 MILES EAST
 OT0147'ALONG A BLADED DIRT ROAD, THENCE 0.3 MILE SOUTH ACROSS COUNTRY
 OT0147'TO A T FENCE CORNER IN SECTION 5, T 3 S, R 17 E, 57 FEET NORTH
 OT0147'OF AN EAST-WEST FENCE, 53.3 FEET NORTH OF D 7 M 1961, AND SET
 OT0147'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0146 ***********************************************************************
 OT0146  DESIGNATION -  D 7 M RM 2
 OT0146  PID         -  OT0146
 OT0146  STATE/COUNTY-  SD/PENNINGTON
 OT0146  COUNTRY     -  US
 OT0146  USGS QUAD   -  WALL SE (2017)
 OT0146
 OT0146                         *CURRENT SURVEY CONTROL
 OT0146  ______________________________________________________________________
 OT0146* NAD 83(1986) POSITION- 43 49 02.     (N) 102 07 08.     (W)   SCALED
 OT0146* NAVD 88 ORTHO HEIGHT -   817.665 (meters)     2682.62  (feet) ADJUSTED
 OT0146  ______________________________________________________________________
 OT0146  GEOID HEIGHT    -        -19.445 (meters)                     GEOID18
 OT0146  DYNAMIC HEIGHT  -        817.401 (meters)     2681.76  (feet) COMP
 OT0146  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OT0146
 OT0146  VERT ORDER      -  SECOND    CLASS 0
 OT0146
 OT0146.The horizontal coordinates were scaled from a map and have
 OT0146.an estimated accuracy of +/- 6 seconds.
 OT0146
 OT0146.The orthometric height was determined by differential leveling and
 OT0146.adjusted by the NATIONAL GEODETIC SURVEY
 OT0146.in June 1991.
 OT0146
 OT0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0146.GEOID18 height accuracy estimate available here.
 OT0146
 OT0146.Click photographs - Photos may exist for this station.
 OT0146
 OT0146.The dynamic height is computed by dividing the NAVD 88
 OT0146.geopotential number by the normal gravity value computed on the
 OT0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0146.degrees latitude (g = 980.6199 gals.).
 OT0146
 OT0146.The modeled gravity was interpolated from observed gravity values.
 OT0146
 OT0146;                    North         East    Units  Estimated Accuracy
 OT0146;SPC SD S     -   166,390.      456,370.      MT  (+/- 180 meters Scaled)
 OT0146
 OT0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ317556(NAD 83)
 OT0146
 OT0146                          SUPERSEDED SURVEY CONTROL
 OT0146
 OT0146  NGVD 29 (??/??/92)  817.20   (m)         2681.1    (f) COMPUTED    2 0
 OT0146
 OT0146.Superseded values are not recommended for survey control.
 OT0146
 OT0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0146.See file dsdata.pdf to determine how the superseded data were derived.
 OT0146
 OT0146_MARKER: DR = REFERENCE MARK DISK
 OT0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0146_STAMPING: D 7 M NO 2 1962
 OT0146_MARK LOGO: CGS
 OT0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0146+STABILITY: SURFACE MOTION
 OT0146
 OT0146  HISTORY     - Date     Condition        Report By
 OT0146  HISTORY     - 1962     MONUMENTED       CGS
 OT0146
 OT0146                          STATION DESCRIPTION
 OT0146
 OT0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0146'15.9 MI S FROM QUINN.
 OT0146'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0146'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0146'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0146'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0146'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8
 OT0146'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 2.0 MILES EAST
 OT0146'ALONG A BLADED DIRT ROAD, THENCE 0.3 MILE SOUTH ACROSS COUNTRY
 OT0146'TO A T FENCE CORNER IN SECTION 5, T 3 S, R 17 E, 1 FOOT NORTH
 OT0146'OF AN EAST-WEST FENCE, 54.5 FEET EAST OF D 7 M 1961, AND SET
 OT0146'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0151 ***********************************************************************
 OT0151  DESIGNATION -  D 7 N
 OT0151  PID         -  OT0151
 OT0151  STATE/COUNTY-  SD/PENNINGTON
 OT0151  COUNTRY     -  US
 OT0151  USGS QUAD   -  WALL SE (2017)
 OT0151
 OT0151                         *CURRENT SURVEY CONTROL
 OT0151  ______________________________________________________________________
 OT0151* NAD 83(1986) POSITION- 43 49 23.     (N) 102 07 15.     (W)   SCALED
 OT0151* NAVD 88 ORTHO HEIGHT -   836.967 (meters)     2745.95  (feet) ADJUSTED
 OT0151  ______________________________________________________________________
 OT0151  GEOID HEIGHT    -        -19.435 (meters)                     GEOID18
 OT0151  DYNAMIC HEIGHT  -        836.697 (meters)     2745.06  (feet) COMP
 OT0151  MODELED GRAVITY -    980,269.0   (mgal)                       NAVD 88
 OT0151
 OT0151  VERT ORDER      -  SECOND    CLASS 0
 OT0151
 OT0151.The horizontal coordinates were scaled from a map and have
 OT0151.an estimated accuracy of +/- 6 seconds.
 OT0151
 OT0151.The orthometric height was determined by differential leveling and
 OT0151.adjusted by the NATIONAL GEODETIC SURVEY
 OT0151.in June 1991.
 OT0151
 OT0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0151.GEOID18 height accuracy estimate available here.
 OT0151
 OT0151.Click photographs - Photos may exist for this station.
 OT0151
 OT0151.The dynamic height is computed by dividing the NAVD 88
 OT0151.geopotential number by the normal gravity value computed on the
 OT0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0151.degrees latitude (g = 980.6199 gals.).
 OT0151
 OT0151.The modeled gravity was interpolated from observed gravity values.
 OT0151
 OT0151;                    North         East    Units  Estimated Accuracy
 OT0151;SPC SD S     -   167,040.      456,230.      MT  (+/- 180 meters Scaled)
 OT0151
 OT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ315562(NAD 83)
 OT0151
 OT0151                          SUPERSEDED SURVEY CONTROL
 OT0151
 OT0151  NGVD 29 (??/??/92)  836.50   (m)         2744.4    (f) COMPUTED    2 0
 OT0151
 OT0151.Superseded values are not recommended for survey control.
 OT0151
 OT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0151.See file dsdata.pdf to determine how the superseded data were derived.
 OT0151
 OT0151_MARKER: DS = TRIANGULATION STATION DISK
 OT0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0151_STAMPING: D 7 N 1961
 OT0151_MARK LOGO: CGS
 OT0151_PROJECTION: PROJECTING
 OT0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0151+STABILITY: SURFACE MOTION
 OT0151
 OT0151  HISTORY     - Date     Condition        Report By
 OT0151  HISTORY     - 1961     MONUMENTED       CGS
 OT0151  HISTORY     - 1962     GOOD             CGS
 OT0151
 OT0151                          STATION DESCRIPTION
 OT0151
 OT0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0151'15.9 MI S FROM QUINN.
 OT0151'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0151'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0151'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0151'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0151'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES
 OT0151'SOUTH ALONG A BLADED DIRT ROAD, THENCE 2.0 MILES EAST ALONG A
 OT0151'BLADED DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A TRAIL ROAD,
 OT0151'THENCE 0.1 MILE WEST ACROSS COUNTRY TO THE TOP OF A KNOLL IN
 OT0151'SECTION 31, T 2 S, R 17 E, AND SET IN THE TOP OF A CONCRETE
 OT0151'POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0149 ***********************************************************************
 OT0149  DESIGNATION -  D 7 N RM 1
 OT0149  PID         -  OT0149
 OT0149  STATE/COUNTY-  SD/PENNINGTON
 OT0149  COUNTRY     -  US
 OT0149  USGS QUAD   -  WALL SE (2017)
 OT0149
 OT0149                         *CURRENT SURVEY CONTROL
 OT0149  ______________________________________________________________________
 OT0149* NAD 83(1986) POSITION- 43 49 23.     (N) 102 07 14.     (W)   SCALED
 OT0149* NAVD 88 ORTHO HEIGHT -   836.468 (meters)     2744.31  (feet) ADJUSTED
 OT0149  ______________________________________________________________________
 OT0149  GEOID HEIGHT    -        -19.436 (meters)                     GEOID18
 OT0149  DYNAMIC HEIGHT  -        836.199 (meters)     2743.43  (feet) COMP
 OT0149  MODELED GRAVITY -    980,269.1   (mgal)                       NAVD 88
 OT0149
 OT0149  VERT ORDER      -  SECOND    CLASS 0
 OT0149
 OT0149.The horizontal coordinates were scaled from a map and have
 OT0149.an estimated accuracy of +/- 6 seconds.
 OT0149
 OT0149.The orthometric height was determined by differential leveling and
 OT0149.adjusted by the NATIONAL GEODETIC SURVEY
 OT0149.in June 1991.
 OT0149
 OT0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0149.GEOID18 height accuracy estimate available here.
 OT0149
 OT0149.Click photographs - Photos may exist for this station.
 OT0149
 OT0149.The dynamic height is computed by dividing the NAVD 88
 OT0149.geopotential number by the normal gravity value computed on the
 OT0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0149.degrees latitude (g = 980.6199 gals.).
 OT0149
 OT0149.The modeled gravity was interpolated from observed gravity values.
 OT0149
 OT0149;                    North         East    Units  Estimated Accuracy
 OT0149;SPC SD S     -   167,040.      456,250.      MT  (+/- 180 meters Scaled)
 OT0149
 OT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ315562(NAD 83)
 OT0149
 OT0149                          SUPERSEDED SURVEY CONTROL
 OT0149
 OT0149  NGVD 29 (??/??/92)  836.00   (m)         2742.8    (f) COMPUTED    2 0
 OT0149
 OT0149.Superseded values are not recommended for survey control.
 OT0149
 OT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0149.See file dsdata.pdf to determine how the superseded data were derived.
 OT0149
 OT0149_MARKER: DR = REFERENCE MARK DISK
 OT0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0149_STAMPING: D 7 N NO 1 1961
 OT0149_MARK LOGO: CGS
 OT0149_PROJECTION: PROJECTING
 OT0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0149+STABILITY: SURFACE MOTION
 OT0149
 OT0149  HISTORY     - Date     Condition        Report By
 OT0149  HISTORY     - 1961     MONUMENTED       CGS
 OT0149  HISTORY     - 1962     GOOD             CGS
 OT0149
 OT0149                          STATION DESCRIPTION
 OT0149
 OT0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0149'15.9 MI S FROM QUINN.
 OT0149'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0149'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0149'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0149'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0149'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES
 OT0149'SOUTH ALONG A BLADED DIRT ROAD, THENCE 2.0 MILES EAST ALONG A
 OT0149'BLADED DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A TRAIL ROAD,
 OT0149'THENCE 0.1 MILE WEST ACROSS COUNTRY TO THE TOP OF A KNOLL IN
 OT0149'SECTION 31, T 2 S, R 17 E, 15.1 FEET NORTHEAST OF D 7 N 1961,
 OT0149'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0150 ***********************************************************************
 OT0150  DESIGNATION -  D 7 N RM 2
 OT0150  PID         -  OT0150
 OT0150  STATE/COUNTY-  SD/PENNINGTON
 OT0150  COUNTRY     -  US
 OT0150  USGS QUAD   -  WALL SE (2017)
 OT0150
 OT0150                         *CURRENT SURVEY CONTROL
 OT0150  ______________________________________________________________________
 OT0150* NAD 83(1986) POSITION- 43 49 22.     (N) 102 07 14.     (W)   SCALED
 OT0150* NAVD 88 ORTHO HEIGHT -   836.784 (meters)     2745.35  (feet) ADJUSTED
 OT0150  ______________________________________________________________________
 OT0150  GEOID HEIGHT    -        -19.436 (meters)                     GEOID18
 OT0150  DYNAMIC HEIGHT  -        836.515 (meters)     2744.47  (feet) COMP
 OT0150  MODELED GRAVITY -    980,269.0   (mgal)                       NAVD 88
 OT0150
 OT0150  VERT ORDER      -  SECOND    CLASS 0
 OT0150
 OT0150.The horizontal coordinates were scaled from a map and have
 OT0150.an estimated accuracy of +/- 6 seconds.
 OT0150
 OT0150.The orthometric height was determined by differential leveling and
 OT0150.adjusted by the NATIONAL GEODETIC SURVEY
 OT0150.in June 1991.
 OT0150
 OT0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0150.GEOID18 height accuracy estimate available here.
 OT0150
 OT0150.Click photographs - Photos may exist for this station.
 OT0150
 OT0150.The dynamic height is computed by dividing the NAVD 88
 OT0150.geopotential number by the normal gravity value computed on the
 OT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0150.degrees latitude (g = 980.6199 gals.).
 OT0150
 OT0150.The modeled gravity was interpolated from observed gravity values.
 OT0150
 OT0150;                    North         East    Units  Estimated Accuracy
 OT0150;SPC SD S     -   167,010.      456,250.      MT  (+/- 180 meters Scaled)
 OT0150
 OT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ315562(NAD 83)
 OT0150
 OT0150                          SUPERSEDED SURVEY CONTROL
 OT0150
 OT0150  NGVD 29 (??/??/92)  836.32   (m)         2743.8    (f) COMPUTED    2 0
 OT0150
 OT0150.Superseded values are not recommended for survey control.
 OT0150
 OT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0150.See file dsdata.pdf to determine how the superseded data were derived.
 OT0150
 OT0150_MARKER: DR = REFERENCE MARK DISK
 OT0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0150_STAMPING: D 7 N NO 2 1961
 OT0150_MARK LOGO: CGS
 OT0150_PROJECTION: FLUSH
 OT0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0150+STABILITY: SURFACE MOTION
 OT0150
 OT0150  HISTORY     - Date     Condition        Report By
 OT0150  HISTORY     - 1961     MONUMENTED       CGS
 OT0150  HISTORY     - 1962     GOOD             CGS
 OT0150
 OT0150                          STATION DESCRIPTION
 OT0150
 OT0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0150'15.9 MI S FROM QUINN.
 OT0150'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0150'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0150'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0150'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0150'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8
 OT0150'MILES SOUTH ALONG A BLADED DIRT ROAD THENCE 2.0 MILES EAST ALONG
 OT0150'A BLADED DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A TRAIL ROAD,
 OT0150'THENCE 0.1 MILE WEST ACROSS COUNTRY TO THE TOP OF A KNOLL IN
 OT0150'SECTION 31, T 2 S, R 17 E, 27.4 FEET SOUTHEAST OF D 7 N 1961,
 OT0150'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0150'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0952 ***********************************************************************
 QS0952  DESIGNATION -  D 70 RESET
 QS0952  PID         -  QS0952
 QS0952  STATE/COUNTY-  SD/DEWEY
 QS0952  COUNTRY     -  US
 QS0952  USGS QUAD   -  RIDGEVIEW SW (2017)
 QS0952
 QS0952                         *CURRENT SURVEY CONTROL
 QS0952  ______________________________________________________________________
 QS0952* NAD 83(1986) POSITION- 45 02 25.     (N) 100 53 17.     (W)   SCALED
 QS0952* NAVD 88 ORTHO HEIGHT -   725.300 (meters)     2379.59  (feet) ADJUSTED
 QS0952  ______________________________________________________________________
 QS0952  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 QS0952  DYNAMIC HEIGHT  -        725.167 (meters)     2379.15  (feet) COMP
 QS0952  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 QS0952
 QS0952  VERT ORDER      -  FIRST     CLASS II
 QS0952
 QS0952.The horizontal coordinates were scaled from a map and have
 QS0952.an estimated accuracy of +/- 6 seconds.
 QS0952
 QS0952.The orthometric height was determined by differential leveling and
 QS0952.adjusted by the NATIONAL GEODETIC SURVEY
 QS0952.in July 1998.
 QS0952
 QS0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0952.GEOID18 height accuracy estimate available here.
 QS0952
 QS0952.Click photographs - Photos may exist for this station.
 QS0952
 QS0952.The dynamic height is computed by dividing the NAVD 88
 QS0952.geopotential number by the normal gravity value computed on the
 QS0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0952.degrees latitude (g = 980.6199 gals.).
 QS0952
 QS0952.The modeled gravity was interpolated from observed gravity values.
 QS0952
 QS0952;                    North         East    Units  Estimated Accuracy
 QS0952;SPC SD N     -   134,500.      530,030.      MT  (+/- 180 meters Scaled)
 QS0952
 QS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ512891(NAD 83)
 QS0952
 QS0952                          SUPERSEDED SURVEY CONTROL
 QS0952
 QS0952  NGVD 29 (04/17/07)  724.71   (m)         2377.7    (f) RESET       3  
 QS0952
 QS0952.Superseded values are not recommended for survey control.
 QS0952
 QS0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0952.See file dsdata.pdf to determine how the superseded data were derived.
 QS0952
 QS0952_MARKER: DV = VERTICAL CONTROL DISK
 QS0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0952_STAMPING: D 70 RESET 1989
 QS0952_MARK LOGO: NGS
 QS0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0952+STABILITY: SURFACE MOTION
 QS0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0952+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0952
 QS0952  HISTORY     - Date     Condition        Report By
 QS0952  HISTORY     - 1989     MONUMENTED       NGS
 QS0952  HISTORY     - 19960425 GOOD             NGS
 QS0952  HISTORY     - 20120712 GOOD             INDIV
 QS0952
 QS0952                          STATION DESCRIPTION
 QS0952
 QS0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QS0952'10.54 KM (6.55 MI) SOUTHWEST FROM RIDGEVIEW, 0.72 KM (0.45 MI) WEST
 QS0952'FROM SAINT BASILS CHURCH ENTRANCE DRIVE, 30.18 M (99.02 FT) NORTH
 QS0952'FROM THE CENTER OF U.S. HIDHWAY 212, 0.3 M (1.0 FT) SOUTH FROM A
 QS0952'WITNESS POST.
 QS0952
 QS0952                          STATION RECOVERY (1996)
 QS0952
 QS0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0952'8.9 KM (5.55 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QS0952'IN RIDGEVIEW, 68.5 M (224.7 FT) EAST OF MILEPOST 173, 30.3 M (99.4 FT)
 QS0952'NORTHWEST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) SOUTHWEST OF A
 QS0952'UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 QS0952'(1.0 FT) NORTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTHEAST OF A
 QS0952'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0952
 QS0952                          STATION RECOVERY (2012)
 QS0952
 QS0952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0519 ***********************************************************************
 QS0519  DESIGNATION -  D 71
 QS0519  PID         -  QS0519
 QS0519  STATE/COUNTY-  SD/ZIEBACH
 QS0519  COUNTRY     -  US
 QS0519  USGS QUAD   -  DUPREE (2017)
 QS0519
 QS0519                         *CURRENT SURVEY CONTROL
 QS0519  ______________________________________________________________________
 QS0519* NAD 83(1986) POSITION- 45 03 06.     (N) 101 33 30.     (W)   SCALED
 QS0519* NAVD 88 ORTHO HEIGHT -   714.282 (meters)     2343.44  (feet) POSTED
 QS0519  ______________________________________________________________________
 QS0519  GEOID HEIGHT    -        -20.635 (meters)                     GEOID18
 QS0519  DYNAMIC HEIGHT  -        714.14  (meters)     2343.0   (feet) COMP
 QS0519  MODELED GRAVITY -    980,393.8   (mgal)                       NAVD 88
 QS0519
 QS0519  VERT ORDER      -  * POSTED, SEE BELOW
 QS0519
 QS0519.The horizontal coordinates were scaled from a map and have
 QS0519.an estimated accuracy of +/- 6 seconds.
 QS0519
 QS0519.The orthometric height was determined by differential leveling
 QS0519.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QS0519
 QS0519.* This is a POSTED BENCH MARK height.
 QS0519
 QS0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0519.GEOID18 height accuracy estimate available here.
 QS0519
 QS0519.Click photographs - Photos may exist for this station.
 QS0519
 QS0519.The dynamic height is computed by dividing the NAVD 88
 QS0519.geopotential number by the normal gravity value computed on the
 QS0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0519.degrees latitude (g = 980.6199 gals.).
 QS0519
 QS0519.The modeled gravity was interpolated from observed gravity values.
 QS0519
 QS0519;                    North         East    Units  Estimated Accuracy
 QS0519;SPC SD N     -   136,570.      477,260.      MT  (+/- 180 meters Scaled)
 QS0519
 QS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ985918(NAD 83)
 QS0519
 QS0519                          SUPERSEDED SURVEY CONTROL
 QS0519
 QS0519  NGVD 29 (??/??/92)  713.831  (m)         2341.96   (f) ADJ UNCH    2 0
 QS0519
 QS0519.Superseded values are not recommended for survey control.
 QS0519
 QS0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0519.See file dsdata.pdf to determine how the superseded data were derived.
 QS0519
 QS0519_MARKER: DB = BENCH MARK DISK
 QS0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0519_STAMPING: D 71 1934
 QS0519_MARK LOGO: CGS
 QS0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0519+STABILITY: SURFACE MOTION
 QS0519
 QS0519  HISTORY     - Date     Condition        Report By
 QS0519  HISTORY     - 1934     MONUMENTED       CGS
 QS0519  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0519  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0519  HISTORY     - 20210910 MARK NOT FOUND   NGS
 QS0519
 QS0519                          STATION DESCRIPTION
 QS0519
 QS0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0519'2 MI E FROM DUPREE.
 QS0519'ABOUT 2 MILES EAST OF DUPREE TO THE JUNCTION OF STATE HY. 63
 QS0519'AND U.S. HY 212, THENCE 4 MILES EAST.  ALONG THE CHICAGO,
 QS0519'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.  AT PRIVATE ROAD
 QS0519'CROSSING, 5 POLES EAST OF BRIDGE 1171.  SET IN POST 48 FEET
 QS0519'SOUTH OF THE CENTER LINE OF THE TRACKS, 18 FEET WEST OF THE
 QS0519'CENTER LINE OF THE ROAD, 2 FEET BELOW TRACK LEVEL.  STANDARD
 QS0519'DISK, STAMPED D 71 1934.
 QS0519
 QS0519                          STATION RECOVERY (1976)
 QS0519
 QS0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0519'MARK NOT FOUND.
 QS0519
 QS0519                          STATION RECOVERY (1985)
 QS0519
 QS0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0519'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
 QS0519
 QS0519                          STATION RECOVERY (2021)
 QS0519
 QS0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (TAH)
 QS0519'THE STATION IS LOCATED ABOUT 11.0 MI (17.8 KM) EAST OF RED ELM, 6.7 MI
 QS0519'(10.8 KM) WEST-NORTHWEST OF LANTRY AND 2.1 MI (3.4 KM) EAST OF DUPREE.
 QS0519'THE MARK'S LOCATION WAS REDETERMINED USING PROJECT L3007 STADIA
 QS0519'DISTANCE ALONG THE ABANDONED RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0383 ***********************************************************************
 PT0383  DESIGNATION -  D 72
 PT0383  PID         -  PT0383
 PT0383  STATE/COUNTY-  SD/ZIEBACH
 PT0383  COUNTRY     -  US
 PT0383  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0383
 PT0383                         *CURRENT SURVEY CONTROL
 PT0383  ______________________________________________________________________
 PT0383* NAD 83(1986) POSITION- 44 53 33.     (N) 101 16 43.     (W)   SCALED
 PT0383* NAVD 88 ORTHO HEIGHT -   665.520 (meters)     2183.46  (feet) ADJUSTED
 PT0383  ______________________________________________________________________
 PT0383  GEOID HEIGHT    -        -21.347 (meters)                     GEOID18
 PT0383  DYNAMIC HEIGHT  -        665.392 (meters)     2183.04  (feet) COMP
 PT0383  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 PT0383
 PT0383  VERT ORDER      -  FIRST     CLASS II
 PT0383
 PT0383.The horizontal coordinates were scaled from a map and have
 PT0383.an estimated accuracy of +/- 6 seconds.
 PT0383
 PT0383.The orthometric height was determined by differential leveling and
 PT0383.adjusted by the NATIONAL GEODETIC SURVEY
 PT0383.in June 1991.
 PT0383
 PT0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0383.GEOID18 height accuracy estimate available here.
 PT0383
 PT0383.Click photographs - Photos may exist for this station.
 PT0383
 PT0383.The dynamic height is computed by dividing the NAVD 88
 PT0383.geopotential number by the normal gravity value computed on the
 PT0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0383.degrees latitude (g = 980.6199 gals.).
 PT0383
 PT0383.The modeled gravity was interpolated from observed gravity values.
 PT0383
 PT0383;                    North         East    Units  Estimated Accuracy
 PT0383;SPC SD N     -   118,490.      499,010.      MT  (+/- 180 meters Scaled)
 PT0383
 PT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ200735(NAD 83)
 PT0383
 PT0383                          SUPERSEDED SURVEY CONTROL
 PT0383
 PT0383  NGVD 29 (??/??/92)  665.034  (m)         2181.87   (f) ADJ UNCH    1 2
 PT0383
 PT0383.Superseded values are not recommended for survey control.
 PT0383
 PT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0383.See file dsdata.pdf to determine how the superseded data were derived.
 PT0383
 PT0383_MARKER: DB = BENCH MARK DISK
 PT0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0383_STAMPING: D 72 1934
 PT0383_MARK LOGO: CGS
 PT0383_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0383+STABILITY: SURFACE MOTION
 PT0383
 PT0383  HISTORY     - Date     Condition        Report By
 PT0383  HISTORY     - 1934     MONUMENTED       CGS
 PT0383  HISTORY     - 1976     MARK NOT FOUND   USGS
 PT0383  HISTORY     - 1985     GOOD             NGS
 PT0383
 PT0383                          STATION DESCRIPTION
 PT0383
 PT0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0383'2.1 MI W FROM EAGLE BUTTE.
 PT0383'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0383'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0383'7.1 MILES SOUTH ALONG STATE HIGHWAY 63, 25 FEET NORTH OF THE
 PT0383'CENTERLINE OF A SIDE ROAD, 56 FEET EAST OF THE CENTERLINE OF
 PT0383'THE HIGHWAY, 19 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, 1
 PT0383'FOOT SOUTH OF A FENCE, 2 FEET HIGHER THAN THE HIGHWAY AND SET
 PT0383'IN THE TOP OF A CONCRETE POST.
 PT0383
 PT0383                          STATION RECOVERY (1976)
 PT0383
 PT0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PT0383'MARK NOT FOUND.
 PT0383
 PT0383                          STATION RECOVERY (1985)
 PT0383
 PT0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0383'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0383'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0383'EAGLE BUTTE, THENCE 13.17 KM (8.19 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0383'AT A T JUNCTION IN THE RIGHT-OF-WAY FENCE, IN TOP OF A LOW CUT, 0.65
 PT0383'KM (0.40 MI) SOUTH OF MILEPOST 160, 15.5 METERS (51 FT) EAST OF THE
 PT0383'HIGHWAY CENTERLINE, 70.1 METERS (230 FT) SOUTH OF THE EAST END OF A
 PT0383'18-INCH PIPE CULVERT, 12.5 METERS (41 FT) NORTH OF THE EAST-WEST FENCE
 PT0383'AND 4.4 METERS (14.5 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 PT0383'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0426 ***********************************************************************
 PT0426  DESIGNATION -  D 73
 PT0426  PID         -  PT0426
 PT0426  STATE/COUNTY-  SD/STANLEY
 PT0426  COUNTRY     -  US
 PT0426  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0426
 PT0426                         *CURRENT SURVEY CONTROL
 PT0426  ______________________________________________________________________
 PT0426* NAD 83(1986) POSITION- 44 23 02.     (N) 101 08 08.     (W)   SCALED
 PT0426* NAVD 88 ORTHO HEIGHT -   635.779 (meters)     2085.88  (feet) ADJUSTED
 PT0426  ______________________________________________________________________
 PT0426  GEOID HEIGHT    -        -22.297 (meters)                     GEOID18
 PT0426  DYNAMIC HEIGHT  -        635.621 (meters)     2085.37  (feet) COMP
 PT0426  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 PT0426
 PT0426  VERT ORDER      -  FIRST     CLASS II
 PT0426
 PT0426.The horizontal coordinates were scaled from a map and have
 PT0426.an estimated accuracy of +/- 6 seconds.
 PT0426
 PT0426.The orthometric height was determined by differential leveling and
 PT0426.adjusted by the NATIONAL GEODETIC SURVEY
 PT0426.in June 1991.
 PT0426
 PT0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0426.GEOID18 height accuracy estimate available here.
 PT0426
 PT0426.Click photographs - Photos may exist for this station.
 PT0426
 PT0426.The dynamic height is computed by dividing the NAVD 88
 PT0426.geopotential number by the normal gravity value computed on the
 PT0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0426.degrees latitude (g = 980.6199 gals.).
 PT0426
 PT0426.The modeled gravity was interpolated from observed gravity values.
 PT0426
 PT0426;                    North         East    Units  Estimated Accuracy
 PT0426;SPC SD S     -   228,120.      536,070.      MT  (+/- 180 meters Scaled)
 PT0426
 PT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ298167(NAD 83)
 PT0426
 PT0426                          SUPERSEDED SURVEY CONTROL
 PT0426
 PT0426  NGVD 29 (??/??/92)  635.253  (m)         2084.16   (f) ADJ UNCH    1 2
 PT0426
 PT0426.Superseded values are not recommended for survey control.
 PT0426
 PT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0426.See file dsdata.pdf to determine how the superseded data were derived.
 PT0426
 PT0426_MARKER: DB = BENCH MARK DISK
 PT0426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0426_SP_SET: CULVERT HEADWALL
 PT0426_STAMPING: D 73 1934
 PT0426_MARK LOGO: CGS
 PT0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0426+STABILITY: SURFACE MOTION
 PT0426
 PT0426  HISTORY     - Date     Condition        Report By
 PT0426  HISTORY     - 1934     MONUMENTED       CGS
 PT0426  HISTORY     - 1985     GOOD             NGS
 PT0426
 PT0426                          STATION DESCRIPTION
 PT0426
 PT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0426'23.2 MI N FROM MIDLAND.
 PT0426'IN STANLEY COUNTY, ABOUT 23.2 MILES NORTH ALONG STATE HIGHWAY
 PT0426'63 FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT A
 PT0426'LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE WEST CONCRETE
 PT0426'HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 PT0426'DISK, STAMPED D 73 1934.
 PT0426
 PT0426                          STATION RECOVERY (1985)
 PT0426
 PT0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0426'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  36.90 KM
 PT0426'(22.93 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THEIR
 PT0426'JUNCTION AT MIDLAND, IN THE TOP CENTER OF THE WEST HEADWALL FOR A
 PT0426'3- BY 9-FOOT CONCRETE BOX CULVERT, 0.16 KM (0.10 MI) SOUTH OF MILEPOST
 PT0426'120, 4.9 METERS (16 FT) WEST OF THE HIGHWAY CENTERLINE.
 PT0426'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0317 ***********************************************************************
 OS0317  DESIGNATION -  D 74
 OS0317  PID         -  OS0317
 OS0317  STATE/COUNTY-  SD/JACKSON
 OS0317  COUNTRY     -  US
 OS0317  USGS QUAD   -  STAMFORD NW (2017)
 OS0317
 OS0317                         *CURRENT SURVEY CONTROL
 OS0317  ______________________________________________________________________
 OS0317* NAD 83(1986) POSITION- 43 53 38.72   (N) 101 08 40.18   (W)   HD_HELD1
 OS0317* NAVD 88 ORTHO HEIGHT -   691.445 (meters)     2268.52  (feet) ADJUSTED
 OS0317  ______________________________________________________________________
 OS0317  GEOID HEIGHT    -        -22.977 (meters)                     GEOID18
 OS0317  DYNAMIC HEIGHT  -        691.217 (meters)     2267.77  (feet) COMP
 OS0317  MODELED GRAVITY -    980,268.2   (mgal)                       NAVD 88
 OS0317
 OS0317  VERT ORDER      -  SECOND    CLASS 0
 OS0317
 OS0317.The horizontal coordinates were determined by differentially corrected
 OS0317.hand held GPS observations or other comparable positioning techniques
 OS0317.and have an estimated accuracy of +/- 3 meters.
 OS0317
 OS0317.The orthometric height was determined by differential leveling and
 OS0317.adjusted by the NATIONAL GEODETIC SURVEY
 OS0317.in June 1991.
 OS0317
 OS0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0317.GEOID18 height accuracy estimate available here.
 OS0317
 OS0317.Click photographs - Photos may exist for this station.
 OS0317
 OS0317.The dynamic height is computed by dividing the NAVD 88
 OS0317.geopotential number by the normal gravity value computed on the
 OS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0317.degrees latitude (g = 980.6199 gals.).
 OS0317
 OS0317.The modeled gravity was interpolated from observed gravity values.
 OS0317
 OS0317;                    North         East    Units  Estimated Accuracy
 OS0317;SPC SD S     -   173,706.1     534,830.6     MT  (+/- 3 meters HH1 GPS) 
 OS0317
 OS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2775962345(NAD 83)
 OS0317
 OS0317                          SUPERSEDED SURVEY CONTROL
 OS0317
 OS0317  NGVD 29 (??/??/92)  690.956  (m)         2266.91   (f) ADJ UNCH    2 0
 OS0317
 OS0317.Superseded values are not recommended for survey control.
 OS0317
 OS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0317.See file dsdata.pdf to determine how the superseded data were derived.
 OS0317
 OS0317_MARKER: DB = BENCH MARK DISK
 OS0317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0317_SP_SET: CULVERT HEADWALL
 OS0317_STAMPING: D 74 1934
 OS0317_MARK LOGO: CGS
 OS0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0317+STABILITY: SURFACE MOTION
 OS0317
 OS0317  HISTORY     - Date     Condition        Report By
 OS0317  HISTORY     - 1934     MONUMENTED       CGS
 OS0317  HISTORY     - 1962     GOOD             CGS
 OS0317  HISTORY     - 1972     MARK NOT FOUND   USGS
 OS0317  HISTORY     - 1985     MARK NOT FOUND   NGS
 OS0317
 OS0317                          STATION DESCRIPTION
 OS0317
 OS0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0317'2.7 MI NW FROM STAMFORD.
 OS0317'2.6 MILES WEST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO, MILWAUKEE,
 OS0317'ST. PAUL AND PACIFIC RAILROAD STATION AT STAMFORD, JACKSON
 OS0317'COUNTY, 120 FEET WEST OF THE CENTER OF THE JUNCTION OF THE
 OS0317'MIDLAND-STAMFORD ROAD, AT A CULVERT, IN THE CENTER OF THE NORTH
 OS0317'CONCRETE HEADWALL, AND 4 FEET LOWER THAN THE HIGHWAY.
 OS0317
 OS0317                          STATION RECOVERY (1972)
 OS0317
 OS0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OS0317'MARK NOT FOUND.
 OS0317
 OS0317                          STATION RECOVERY (1985)
 OS0317
 OS0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0317'NOT RECOVERED.  CONCRETE CULVERT DESCRIBED HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0450 ***********************************************************************
 PT0450  DESIGNATION -  D 75
 PT0450  PID         -  PT0450
 PT0450  STATE/COUNTY-  SD/STANLEY
 PT0450  COUNTRY     -  US
 PT0450  USGS QUAD   -  HAYES SOUTH (2017)
 PT0450
 PT0450                         *CURRENT SURVEY CONTROL
 PT0450  ______________________________________________________________________
 PT0450* NAD 83(1986) POSITION- 44 22 18.     (N) 101 03 41.     (W)   SCALED
 PT0450* NAVD 88 ORTHO HEIGHT -   605.631 (meters)     1986.97  (feet) ADJUSTED
 PT0450  ______________________________________________________________________
 PT0450  GEOID HEIGHT    -        -22.475 (meters)                     GEOID18
 PT0450  DYNAMIC HEIGHT  -        605.482 (meters)     1986.49  (feet) COMP
 PT0450  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 PT0450
 PT0450  VERT ORDER      -  FIRST     CLASS II
 PT0450
 PT0450.The horizontal coordinates were scaled from a map and have
 PT0450.an estimated accuracy of +/- 6 seconds.
 PT0450
 PT0450.The orthometric height was determined by differential leveling and
 PT0450.adjusted by the NATIONAL GEODETIC SURVEY
 PT0450.in October 1997.
 PT0450
 PT0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0450.GEOID18 height accuracy estimate available here.
 PT0450
 PT0450.Click photographs - Photos may exist for this station.
 PT0450
 PT0450.The dynamic height is computed by dividing the NAVD 88
 PT0450.geopotential number by the normal gravity value computed on the
 PT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0450.degrees latitude (g = 980.6199 gals.).
 PT0450
 PT0450.The modeled gravity was interpolated from observed gravity values.
 PT0450
 PT0450;                    North         East    Units  Estimated Accuracy
 PT0450;SPC SD S     -   226,710.      541,970.      MT  (+/- 180 meters Scaled)
 PT0450
 PT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ357152(NAD 83)
 PT0450
 PT0450                          SUPERSEDED SURVEY CONTROL
 PT0450
 PT0450  NAVD 88 (??/??/92)  605.595  (m)         1986.86   (f) SUPERSEDED  1 2
 PT0450  NGVD 29 (??/??/92)  605.147  (m)         1985.39   (f) ADJ UNCH    1 2
 PT0450
 PT0450.Superseded values are not recommended for survey control.
 PT0450
 PT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0450.See file dsdata.pdf to determine how the superseded data were derived.
 PT0450
 PT0450_MARKER: DB = BENCH MARK DISK
 PT0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0450_SP_SET: WINGWALL
 PT0450_STAMPING: D 75 1934
 PT0450_MARK LOGO: CGS
 PT0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0450+STABILITY: SURFACE MOTION
 PT0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0450+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 PT0450
 PT0450  HISTORY     - Date     Condition        Report By
 PT0450  HISTORY     - 1934     MONUMENTED       CGS
 PT0450  HISTORY     - 1981     GOOD             NGS
 PT0450  HISTORY     - 1985     GOOD             NGS
 PT0450  HISTORY     - 19950803 GOOD             NGS
 PT0450
 PT0450                          STATION DESCRIPTION
 PT0450
 PT0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0450'2.1 MI W FROM HAYES.
 PT0450'2.1 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM HAYES, STANLEY COUNTY,
 PT0450'AT A 60-FOOT CONCRETE BRIDGE, NEAR THE CENTER OF THE TOP OF THE
 PT0450'NORTHWEST CONCRETE WING WALL, AND ABOUT 2-1/2 FEET HIGHER THAN
 PT0450'THE HIGHWAY.  A STANDARD DISK, STAMPED D 75 1934.
 PT0450
 PT0450                          STATION RECOVERY (1981)
 PT0450
 PT0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0450'RECOVERED IN GOOD CONDITION.
 PT0450
 PT0450                          STATION RECOVERY (1985)
 PT0450
 PT0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0450'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PT0450'THE DESCRIPTION IS ADEQUATE EXCEPT THE HIGHWAY DESCRIBED IS NOW
 PT0450'ABANDON.
 PT0450
 PT0450                          STATION RECOVERY (1995)
 PT0450
 PT0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0450'3.2 KM (2.00 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PT0450'IN HAYES, IN TOP OF AND 0.7 M (2.3 FT) SOUTHEAST OF THE NORTHWEST END
 PT0450'OF THE NORTHWEST CONCRETE WINGWALL OF AN OLD HIGHWAY BRIDGE SPANNING A
 PT0450'CREEK, 148.0 M (485.6 FT) EAST OF MILEPOST 193, 41.6 M (136.5 FT)
 PT0450'NORTH OF THE HIGHWAY CENTERLINE, 3.3 M (10.8 FT) NORTH OF THE CENTER
 PT0450'OF THE OLD HIGHWAY BED, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE OLD
 PT0450'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0485 ***********************************************************************
 PT0485  DESIGNATION -  D 76
 PT0485  PID         -  PT0485
 PT0485  STATE/COUNTY-  SD/HAAKON
 PT0485  COUNTRY     -  US
 PT0485  USGS QUAD   -  MIDLAND (2017)
 PT0485
 PT0485                         *CURRENT SURVEY CONTROL
 PT0485  ______________________________________________________________________
 PT0485* NAD 83(1986) POSITION- 44 04 12.     (N) 101 08 10.     (W)   SCALED
 PT0485* NAVD 88 ORTHO HEIGHT -   568.661 (meters)     1865.68  (feet) ADJUSTED
 PT0485  ______________________________________________________________________
 PT0485  GEOID HEIGHT    -        -22.913 (meters)                     GEOID18
 PT0485  DYNAMIC HEIGHT  -        568.500 (meters)     1865.15  (feet) COMP
 PT0485  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 PT0485
 PT0485  VERT ORDER      -  FIRST     CLASS II
 PT0485
 PT0485.The horizontal coordinates were scaled from a map and have
 PT0485.an estimated accuracy of +/- 6 seconds.
 PT0485
 PT0485.The orthometric height was determined by differential leveling and
 PT0485.adjusted by the NATIONAL GEODETIC SURVEY
 PT0485.in June 1991.
 PT0485
 PT0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0485.GEOID18 height accuracy estimate available here.
 PT0485
 PT0485.Click photographs - Photos may exist for this station.
 PT0485
 PT0485.The dynamic height is computed by dividing the NAVD 88
 PT0485.geopotential number by the normal gravity value computed on the
 PT0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0485.degrees latitude (g = 980.6199 gals.).
 PT0485
 PT0485.The modeled gravity was interpolated from observed gravity values.
 PT0485
 PT0485;                    North         East    Units  Estimated Accuracy
 PT0485;SPC SD S     -   193,240.      535,690.      MT  (+/- 180 meters Scaled)
 PT0485
 PT0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP289818(NAD 83)
 PT0485
 PT0485                          SUPERSEDED SURVEY CONTROL
 PT0485
 PT0485  NGVD 29 (??/??/92)  568.214  (m)         1864.22   (f) ADJ UNCH    1 2
 PT0485
 PT0485.Superseded values are not recommended for survey control.
 PT0485
 PT0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0485.See file dsdata.pdf to determine how the superseded data were derived.
 PT0485
 PT0485_MARKER: DB = BENCH MARK DISK
 PT0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0485_STAMPING: D 76 1934
 PT0485_MARK LOGO: CGS
 PT0485_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0485+STABILITY: SURFACE MOTION
 PT0485
 PT0485  HISTORY     - Date     Condition        Report By
 PT0485  HISTORY     - 1934     MONUMENTED       CGS
 PT0485  HISTORY     - 1934     GOOD             CGS
 PT0485  HISTORY     - 1985     GOOD             NGS
 PT0485
 PT0485                          STATION DESCRIPTION
 PT0485
 PT0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0485'1.6 MI E FROM MIDLAND.
 PT0485'1.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0485'THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, 14 POLES WEST
 PT0485'OF MILEPOST 532, AT A PRIVATE-ROAD CROSSING, 30 FEET EAST OF
 PT0485'THE CENTERLINE OF THE ROAD, 41 FEET SOUTH OF THE CENTERLINE OF
 PT0485'THE TRACK, 4 FEET NORTHEAST OF A POLE, AND ABOUT LEVEL WITH THE
 PT0485'TRACK.  A STANDARD DISK, STAMPED D 76 1934 AND SET IN THE TOP OF
 PT0485'A CONCRETE POST.
 PT0485
 PT0485                          STATION RECOVERY (1934)
 PT0485
 PT0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0485'RECOVERED IN GOOD CONDITION.
 PT0485
 PT0485                          STATION RECOVERY (1985)
 PT0485
 PT0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0485'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.20
 PT0485'MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT MIDLAND, THENCE
 PT0485'0.07 KM (0.04 MI) SOUTH ALONG A GRAVEL ROAD, THENCE 1.51 KM (0.94 MI)
 PT0485'EAST ALONG A GRAVEL ROAD, THENCE 0.30 KM (0.19 MI) NORTH ALONG A TRACK
 PT0485'ROAD, IN THE SOUTHEAST CORNER OF A PRIVATE ROAD CROSSING THE CHICAGO
 PT0485'AND NORTH WESTERN RAILROAD, 14 TELEPHONE POLES WEST OF RAILROAD
 PT0485'MILEPOLE 532, 9.1 METERS (30 FT) EAST OF THE CENTER OF THE ROAD, 12.5
 PT0485'METERS (41 FT) SOUTH OF THE CENTER OF THE TRACKS AND 1.2 METERS (4 FT)
 PT0485'NORTHEAST OF A TELEPHONE POLE.
 PT0485'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0485'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0145 ***********************************************************************
 PS0145  DESIGNATION -  D 79
 PS0145  PID         -  PS0145
 PS0145  STATE/COUNTY-  SD/BUFFALO
 PS0145  COUNTRY     -  US
 PS0145  USGS QUAD   -  MITTELSTEDT SLOUGH (2017)
 PS0145
 PS0145                         *CURRENT SURVEY CONTROL
 PS0145  ______________________________________________________________________
 PS0145* NAD 83(1986) POSITION- 44 08 40.     (N) 098 59 11.     (W)   SCALED
 PS0145* NAVD 88 ORTHO HEIGHT -   542.910 (meters)     1781.20  (feet) ADJUSTED
 PS0145  ______________________________________________________________________
 PS0145  GEOID HEIGHT    -        -24.982 (meters)                     GEOID18
 PS0145  DYNAMIC HEIGHT  -        542.782 (meters)     1780.78  (feet) COMP
 PS0145  MODELED GRAVITY -    980,365.4   (mgal)                       NAVD 88
 PS0145
 PS0145  VERT ORDER      -  SECOND    CLASS 0
 PS0145
 PS0145.The horizontal coordinates were scaled from a map and have
 PS0145.an estimated accuracy of +/- 6 seconds.
 PS0145
 PS0145.The orthometric height was determined by differential leveling and
 PS0145.adjusted by the NATIONAL GEODETIC SURVEY
 PS0145.in June 1991.
 PS0145
 PS0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0145.GEOID18 height accuracy estimate available here.
 PS0145
 PS0145.Click photographs - Photos may exist for this station.
 PS0145
 PS0145.The dynamic height is computed by dividing the NAVD 88
 PS0145.geopotential number by the normal gravity value computed on the
 PS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0145.degrees latitude (g = 980.6199 gals.).
 PS0145
 PS0145.The modeled gravity was interpolated from observed gravity values.
 PS0145
 PS0145;                    North         East    Units  Estimated Accuracy
 PS0145;SPC SD S     -   202,080.      707,760.      MT  (+/- 180 meters Scaled)
 PS0145
 PS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010879(NAD 83)
 PS0145
 PS0145                          SUPERSEDED SURVEY CONTROL
 PS0145
 PS0145  NGVD 29 (??/??/92)  542.54   (m)         1780.0    (f) COMPUTED    2 0
 PS0145
 PS0145.Superseded values are not recommended for survey control.
 PS0145
 PS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0145.See file dsdata.pdf to determine how the superseded data were derived.
 PS0145
 PS0145_MARKER: DB = BENCH MARK DISK
 PS0145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0145_SP_SET: CULVERT HEADWALL
 PS0145_STAMPING: D 79 1934
 PS0145_MARK LOGO: CGS
 PS0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0145+STABILITY: SURFACE MOTION
 PS0145
 PS0145  HISTORY     - Date     Condition        Report By
 PS0145  HISTORY     - 1934     MONUMENTED       CGS
 PS0145
 PS0145                          STATION DESCRIPTION
 PS0145
 PS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0145'7.8 MI N FROM GANN VALLEY.
 PS0145'7.8 MILES NORTH OF POST OFFICE AT GANN VALLEY.  ALONG STATE
 PS0145'HIGHWAY 45, 3.6 MILES SOUTH OF COUNTY LINE.  AT 18 INCH CMP
 PS0145'CULVERT NEAR TOP OF HILL AT SOUTH END OF CURVE, 140 FEET SOUTH
 PS0145'OF PRIVATE ENTRANCE TO FIELD.  SET IN CENTER OF EAST HEADWALL,
 PS0145'1.5 FEET BELOW ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0761 ***********************************************************************
 OR0761  DESIGNATION -  D 8
 OR0761  PID         -  OR0761
 OR0761  STATE/COUNTY-  SD/LYMAN
 OR0761  COUNTRY     -  US
 OR0761  USGS QUAD   -  RELIANCE SE (2017)
 OR0761
 OR0761                         *CURRENT SURVEY CONTROL
 OR0761  ______________________________________________________________________
 OR0761* NAD 83(1986) POSITION- 43 51 36.     (N) 099 30 24.     (W)   SCALED
 OR0761* NAVD 88 ORTHO HEIGHT -   485.446 (meters)     1592.67  (feet) ADJUSTED
 OR0761  ______________________________________________________________________
 OR0761  GEOID HEIGHT    -        -25.380 (meters)                     GEOID18
 OR0761  DYNAMIC HEIGHT  -        485.318 (meters)     1592.25  (feet) COMP
 OR0761  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 OR0761
 OR0761  VERT ORDER      -  FIRST     CLASS II
 OR0761
 OR0761.The horizontal coordinates were scaled from a map and have
 OR0761.an estimated accuracy of +/- 6 seconds.
 OR0761
 OR0761.The orthometric height was determined by differential leveling and
 OR0761.adjusted by the NATIONAL GEODETIC SURVEY
 OR0761.in June 1991.
 OR0761
 OR0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0761.GEOID18 height accuracy estimate available here.
 OR0761
 OR0761.Click photographs - Photos may exist for this station.
 OR0761
 OR0761.The dynamic height is computed by dividing the NAVD 88
 OR0761.geopotential number by the normal gravity value computed on the
 OR0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0761.degrees latitude (g = 980.6199 gals.).
 OR0761
 OR0761.The modeled gravity was interpolated from observed gravity values.
 OR0761
 OR0761;                    North         East    Units  Estimated Accuracy
 OR0761;SPC SD S     -   169,930.      666,450.      MT  (+/- 180 meters Scaled)
 OR0761
 OR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP592564(NAD 83)
 OR0761
 OR0761                          SUPERSEDED SURVEY CONTROL
 OR0761
 OR0761  NGVD 29 (??/??/92)  485.098  (m)         1591.53   (f) ADJ UNCH    1 2
 OR0761
 OR0761.Superseded values are not recommended for survey control.
 OR0761
 OR0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0761.See file dsdata.pdf to determine how the superseded data were derived.
 OR0761
 OR0761_MARKER: DB = BENCH MARK DISK
 OR0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0761_STAMPING: D 8 1925
 OR0761_MARK LOGO: CGS
 OR0761_PROJECTION: FLUSH
 OR0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0761+STABILITY: SURFACE MOTION
 OR0761
 OR0761  HISTORY     - Date     Condition        Report By
 OR0761  HISTORY     - 1925     MONUMENTED       CGS
 OR0761  HISTORY     - 1935     GOOD             CGS
 OR0761
 OR0761                          STATION DESCRIPTION
 OR0761
 OR0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0761'5 MI SE FROM RELIANCE.
 OR0761'ABOUT 5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0761'AND PACIFIC RAILROAD FROM RELIANCE, LYMAN COUNTY, ABOUT 1/2
 OR0761'MILE EAST OF MILEPOST 453, ABOUT 1/4 MILE EAST OF A FARMHOUSE
 OR0761'AT THE WEST SIDE OF A GULCH, AND OPPOSITE POLE 47.  A STANDARD
 OR0761'DISK, STAMPED D 8 1925 AND SET IN THE TOP OF A CONCRETE POST
 OR0761'ABOUT FLUSH WITH THE GROUND.
 OR0761
 OR0761                          STATION RECOVERY (1935)
 OR0761
 OR0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0169 ***********************************************************************
 OT0169  DESIGNATION -  D 8 K
 OT0169  PID         -  OT0169
 OT0169  STATE/COUNTY-  SD/PENNINGTON
 OT0169  COUNTRY     -  US
 OT0169  USGS QUAD   -  WALL NE (2017)
 OT0169
 OT0169                         *CURRENT SURVEY CONTROL
 OT0169  ______________________________________________________________________
 OT0169* NAD 83(1986) POSITION- 43 52 37.     (N) 102 03 45.     (W)   SCALED
 OT0169* NAVD 88 ORTHO HEIGHT -   786.954 (meters)     2581.86  (feet) ADJUSTED
 OT0169  ______________________________________________________________________
 OT0169  GEOID HEIGHT    -        -19.613 (meters)                     GEOID18
 OT0169  DYNAMIC HEIGHT  -        786.710 (meters)     2581.06  (feet) COMP
 OT0169  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OT0169
 OT0169  VERT ORDER      -  SECOND    CLASS 0
 OT0169
 OT0169.The horizontal coordinates were scaled from a map and have
 OT0169.an estimated accuracy of +/- 6 seconds.
 OT0169
 OT0169.The orthometric height was determined by differential leveling and
 OT0169.adjusted by the NATIONAL GEODETIC SURVEY
 OT0169.in June 1991.
 OT0169
 OT0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0169.GEOID18 height accuracy estimate available here.
 OT0169
 OT0169.Click photographs - Photos may exist for this station.
 OT0169
 OT0169.The dynamic height is computed by dividing the NAVD 88
 OT0169.geopotential number by the normal gravity value computed on the
 OT0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0169.degrees latitude (g = 980.6199 gals.).
 OT0169
 OT0169.The modeled gravity was interpolated from observed gravity values.
 OT0169
 OT0169;                    North         East    Units  Estimated Accuracy
 OT0169;SPC SD S     -   172,930.      461,050.      MT  (+/- 180 meters Scaled)
 OT0169
 OT0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ360624(NAD 83)
 OT0169
 OT0169                          SUPERSEDED SURVEY CONTROL
 OT0169
 OT0169  NGVD 29 (??/??/92)  786.50   (m)         2580.4    (f) COMPUTED    2 0
 OT0169
 OT0169.Superseded values are not recommended for survey control.
 OT0169
 OT0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0169.See file dsdata.pdf to determine how the superseded data were derived.
 OT0169
 OT0169_MARKER: DS = TRIANGULATION STATION DISK
 OT0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0169_STAMPING: D 8 K 1961
 OT0169_MARK LOGO: CGS
 OT0169_PROJECTION: FLUSH
 OT0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0169+STABILITY: SURFACE MOTION
 OT0169
 OT0169  HISTORY     - Date     Condition        Report By
 OT0169  HISTORY     - 1961     MONUMENTED       CGS
 OT0169  HISTORY     - 1962     GOOD             CGS
 OT0169
 OT0169                          STATION DESCRIPTION
 OT0169
 OT0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0169'10.7 MI SE FROM QUINN.
 OT0169'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0169'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 6.95
 OT0169'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A
 OT0169'DIM TRAIL ROAD ALONG THE NORTH SIDE OF A FENCE LINE, 22 FEET
 OT0169'SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 42.4 FEET SOUTH OF
 OT0169'D 8 K R.M. 1, 51.8 FEET WEST OF D 8 K R.M. 2, 4 1/2 FEET NORTH
 OT0169'OF A FENCE, 3.5 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 OT0169'THE TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0168 ***********************************************************************
 OT0168  DESIGNATION -  D 8 K RM 1
 OT0168  PID         -  OT0168
 OT0168  STATE/COUNTY-  SD/PENNINGTON
 OT0168  COUNTRY     -  US
 OT0168  USGS QUAD   -  WALL NE (2017)
 OT0168
 OT0168                         *CURRENT SURVEY CONTROL
 OT0168  ______________________________________________________________________
 OT0168* NAD 83(1986) POSITION- 43 52 38.     (N) 102 03 44.     (W)   SCALED
 OT0168* NAVD 88 ORTHO HEIGHT -   786.589 (meters)     2580.67  (feet) ADJUSTED
 OT0168  ______________________________________________________________________
 OT0168  GEOID HEIGHT    -        -19.614 (meters)                     GEOID18
 OT0168  DYNAMIC HEIGHT  -        786.346 (meters)     2579.87  (feet) COMP
 OT0168  MODELED GRAVITY -    980,282.8   (mgal)                       NAVD 88
 OT0168
 OT0168  VERT ORDER      -  SECOND    CLASS 0
 OT0168
 OT0168.The horizontal coordinates were scaled from a map and have
 OT0168.an estimated accuracy of +/- 6 seconds.
 OT0168
 OT0168.The orthometric height was determined by differential leveling and
 OT0168.adjusted by the NATIONAL GEODETIC SURVEY
 OT0168.in June 1991.
 OT0168
 OT0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0168.GEOID18 height accuracy estimate available here.
 OT0168
 OT0168.Click photographs - Photos may exist for this station.
 OT0168
 OT0168.The dynamic height is computed by dividing the NAVD 88
 OT0168.geopotential number by the normal gravity value computed on the
 OT0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0168.degrees latitude (g = 980.6199 gals.).
 OT0168
 OT0168.The modeled gravity was interpolated from observed gravity values.
 OT0168
 OT0168;                    North         East    Units  Estimated Accuracy
 OT0168;SPC SD S     -   172,960.      461,070.      MT  (+/- 180 meters Scaled)
 OT0168
 OT0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ360624(NAD 83)
 OT0168
 OT0168                          SUPERSEDED SURVEY CONTROL
 OT0168
 OT0168  NGVD 29 (??/??/92)  786.14   (m)         2579.2    (f) COMPUTED    2 0
 OT0168
 OT0168.Superseded values are not recommended for survey control.
 OT0168
 OT0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0168.See file dsdata.pdf to determine how the superseded data were derived.
 OT0168
 OT0168_MARKER: DR = REFERENCE MARK DISK
 OT0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0168_STAMPING: D 8 K NO 1 1961
 OT0168_MARK LOGO: CGS
 OT0168_PROJECTION: FLUSH
 OT0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0168+STABILITY: SURFACE MOTION
 OT0168
 OT0168  HISTORY     - Date     Condition        Report By
 OT0168  HISTORY     - 1961     MONUMENTED       CGS
 OT0168  HISTORY     - 1962     GOOD             CGS
 OT0168
 OT0168                          STATION DESCRIPTION
 OT0168
 OT0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0168'10.7 MI SE FROM QUINN.
 OT0168'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0168'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 6.95
 OT0168'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG
 OT0168'A DIM TRAIL ROAD ALONG THE NORTH SIDE OF A FENCE, 42.4 FEET NORTH
 OT0168'OF D 8 K 1961 TRIANGULATION STATION, 47 FEET NORTH OF A FENCE,
 OT0168'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0168'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0170 ***********************************************************************
 OT0170  DESIGNATION -  D 8 K RM 2
 OT0170  PID         -  OT0170
 OT0170  STATE/COUNTY-  SD/PENNINGTON
 OT0170  COUNTRY     -  US
 OT0170  USGS QUAD   -  WALL NE (2017)
 OT0170
 OT0170                         *CURRENT SURVEY CONTROL
 OT0170  ______________________________________________________________________
 OT0170* NAD 83(1986) POSITION- 43 52 37.     (N) 102 03 43.     (W)   SCALED
 OT0170* NAVD 88 ORTHO HEIGHT -   786.919 (meters)     2581.75  (feet) ADJUSTED
 OT0170  ______________________________________________________________________
 OT0170  GEOID HEIGHT    -        -19.615 (meters)                     GEOID18
 OT0170  DYNAMIC HEIGHT  -        786.675 (meters)     2580.95  (feet) COMP
 OT0170  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OT0170
 OT0170  VERT ORDER      -  SECOND    CLASS 0
 OT0170
 OT0170.The horizontal coordinates were scaled from a map and have
 OT0170.an estimated accuracy of +/- 6 seconds.
 OT0170
 OT0170.The orthometric height was determined by differential leveling and
 OT0170.adjusted by the NATIONAL GEODETIC SURVEY
 OT0170.in June 1991.
 OT0170
 OT0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0170.GEOID18 height accuracy estimate available here.
 OT0170
 OT0170.Click photographs - Photos may exist for this station.
 OT0170
 OT0170.The dynamic height is computed by dividing the NAVD 88
 OT0170.geopotential number by the normal gravity value computed on the
 OT0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0170.degrees latitude (g = 980.6199 gals.).
 OT0170
 OT0170.The modeled gravity was interpolated from observed gravity values.
 OT0170
 OT0170;                    North         East    Units  Estimated Accuracy
 OT0170;SPC SD S     -   172,930.      461,090.      MT  (+/- 180 meters Scaled)
 OT0170
 OT0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ360624(NAD 83)
 OT0170
 OT0170                          SUPERSEDED SURVEY CONTROL
 OT0170
 OT0170  NGVD 29 (??/??/92)  786.47   (m)         2580.3    (f) COMPUTED    2 0
 OT0170
 OT0170.Superseded values are not recommended for survey control.
 OT0170
 OT0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0170.See file dsdata.pdf to determine how the superseded data were derived.
 OT0170
 OT0170_MARKER: DR = REFERENCE MARK DISK
 OT0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0170_STAMPING: D 8 K NO 2 1961
 OT0170_MARK LOGO: CGS
 OT0170_PROJECTION: FLUSH
 OT0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0170+STABILITY: SURFACE MOTION
 OT0170
 OT0170  HISTORY     - Date     Condition        Report By
 OT0170  HISTORY     - 1961     MONUMENTED       CGS
 OT0170  HISTORY     - 1962     GOOD             CGS
 OT0170
 OT0170                          STATION DESCRIPTION
 OT0170
 OT0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0170'10.7 MI SE FROM QUINN.
 OT0170'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0170'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 6.95
 OT0170'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A
 OT0170'DIM TRAIL ROAD, 51.8 FEET EAST OF D 8 K 1961 TRIANGULATION
 OT0170'STATION, 51.3 FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF
 OT0170'A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OT0170'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0173 ***********************************************************************
 OT0173  DESIGNATION -  D 8 L
 OT0173  PID         -  OT0173
 OT0173  STATE/COUNTY-  SD/PENNINGTON
 OT0173  COUNTRY     -  US
 OT0173  USGS QUAD   -  WALL SE (2017)
 OT0173
 OT0173                         *CURRENT SURVEY CONTROL
 OT0173  ______________________________________________________________________
 OT0173* NAD 83(1986) POSITION- 43 52 12.     (N) 102 03 35.     (W)   SCALED
 OT0173* NAVD 88 ORTHO HEIGHT -   786.940 (meters)     2581.82  (feet) ADJUSTED
 OT0173  ______________________________________________________________________
 OT0173  GEOID HEIGHT    -        -19.623 (meters)                     GEOID18
 OT0173  DYNAMIC HEIGHT  -        786.695 (meters)     2581.02  (feet) COMP
 OT0173  MODELED GRAVITY -    980,282.0   (mgal)                       NAVD 88
 OT0173
 OT0173  VERT ORDER      -  SECOND    CLASS 0
 OT0173
 OT0173.The horizontal coordinates were scaled from a map and have
 OT0173.an estimated accuracy of +/- 6 seconds.
 OT0173
 OT0173.The orthometric height was determined by differential leveling and
 OT0173.adjusted by the NATIONAL GEODETIC SURVEY
 OT0173.in June 1991.
 OT0173
 OT0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0173.GEOID18 height accuracy estimate available here.
 OT0173
 OT0173.Click photographs - Photos may exist for this station.
 OT0173
 OT0173.The dynamic height is computed by dividing the NAVD 88
 OT0173.geopotential number by the normal gravity value computed on the
 OT0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0173.degrees latitude (g = 980.6199 gals.).
 OT0173
 OT0173.The modeled gravity was interpolated from observed gravity values.
 OT0173
 OT0173;                    North         East    Units  Estimated Accuracy
 OT0173;SPC SD S     -   172,150.      461,250.      MT  (+/- 180 meters Scaled)
 OT0173
 OT0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362616(NAD 83)
 OT0173
 OT0173                          SUPERSEDED SURVEY CONTROL
 OT0173
 OT0173  NGVD 29 (??/??/92)  786.49   (m)         2580.3    (f) COMPUTED    2 0
 OT0173
 OT0173.Superseded values are not recommended for survey control.
 OT0173
 OT0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0173.See file dsdata.pdf to determine how the superseded data were derived.
 OT0173
 OT0173_MARKER: DS = TRIANGULATION STATION DISK
 OT0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0173_STAMPING: D 8 L 1961
 OT0173_MARK LOGO: CGS
 OT0173_PROJECTION: FLUSH
 OT0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0173+STABILITY: SURFACE MOTION
 OT0173
 OT0173  HISTORY     - Date     Condition        Report By
 OT0173  HISTORY     - 1961     MONUMENTED       CGS
 OT0173  HISTORY     - 1962     GOOD             CGS
 OT0173
 OT0173                          STATION DESCRIPTION
 OT0173
 OT0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0173'11.1 MI SE FROM QUINN.
 OT0173'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0173'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 7.5
 OT0173'MILES SOUTH ALONG A GRAVELED ROAD, 2.7 MILES SOUTH OF INTERSTATE
 OT0173'HIGHWAY 90, 75.1 FEET WEST OF AND ACROSS THE ROAD FROM D 8 L
 OT0173'R.M. 1, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 51 FEET
 OT0173'NORTH OF D 8 L R.M. 2, 4 FEET EAST OF A FENCE, 3.4 FEET EAST
 OT0173'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 OT0173'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0171 ***********************************************************************
 OT0171  DESIGNATION -  D 8 L AZ MK
 OT0171  PID         -  OT0171
 OT0171  STATE/COUNTY-  SD/PENNINGTON
 OT0171  COUNTRY     -  US
 OT0171  USGS QUAD   -  WALL NE (2017)
 OT0171
 OT0171                         *CURRENT SURVEY CONTROL
 OT0171  ______________________________________________________________________
 OT0171* NAD 83(1986) POSITION- 43 52 30.     (N) 102 03 33.     (W)   SCALED
 OT0171* NAVD 88 ORTHO HEIGHT -   784.956 (meters)     2575.31  (feet) ADJUSTED
 OT0171  ______________________________________________________________________
 OT0171  GEOID HEIGHT    -        -19.624 (meters)                     GEOID18
 OT0171  DYNAMIC HEIGHT  -        784.713 (meters)     2574.51  (feet) COMP
 OT0171  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OT0171
 OT0171  VERT ORDER      -  SECOND    CLASS 0
 OT0171
 OT0171.The horizontal coordinates were scaled from a map and have
 OT0171.an estimated accuracy of +/- 6 seconds.
 OT0171
 OT0171.The orthometric height was determined by differential leveling and
 OT0171.adjusted by the NATIONAL GEODETIC SURVEY
 OT0171.in June 1991.
 OT0171
 OT0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0171.GEOID18 height accuracy estimate available here.
 OT0171
 OT0171.Click photographs - Photos may exist for this station.
 OT0171
 OT0171.The dynamic height is computed by dividing the NAVD 88
 OT0171.geopotential number by the normal gravity value computed on the
 OT0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0171.degrees latitude (g = 980.6199 gals.).
 OT0171
 OT0171.The modeled gravity was interpolated from observed gravity values.
 OT0171
 OT0171;                    North         East    Units  Estimated Accuracy
 OT0171;SPC SD S     -   172,710.      461,310.      MT  (+/- 180 meters Scaled)
 OT0171
 OT0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362621(NAD 83)
 OT0171
 OT0171                          SUPERSEDED SURVEY CONTROL
 OT0171
 OT0171  NGVD 29 (??/??/92)  784.51   (m)         2573.8    (f) COMPUTED    2 0
 OT0171
 OT0171.Superseded values are not recommended for survey control.
 OT0171
 OT0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0171.See file dsdata.pdf to determine how the superseded data were derived.
 OT0171
 OT0171_MARKER: DZ = AZIMUTH MARK DISK
 OT0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0171_STAMPING: D 8 L 1961
 OT0171_MARK LOGO: CGS
 OT0171_PROJECTION: FLUSH
 OT0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0171+STABILITY: SURFACE MOTION
 OT0171
 OT0171  HISTORY     - Date     Condition        Report By
 OT0171  HISTORY     - 1961     MONUMENTED       CGS
 OT0171  HISTORY     - 1962     GOOD             CGS
 OT0171
 OT0171                          STATION DESCRIPTION
 OT0171
 OT0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0171'10.8 MI SE FROM QUINN.
 OT0171'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0171'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 7.15
 OT0171'SOUTH ALONG A GRAVELED ROAD, 2.35 MILES SOUTH OF INTERSTATE
 OT0171'HIGHWAY 90, 0.15 MILE SOUTH OF A CATTLE GUARD, 39 FEET EAST OF
 OT0171'THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF A POWER POLE, 4.4
 OT0171'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 OT0171'BELOW THE LEVEL OF THE ROAD, 2 FEET WEST OF A FENCE, AND SET
 OT0171'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0174 ***********************************************************************
 OT0174  DESIGNATION -  D 8 L RM 1
 OT0174  PID         -  OT0174
 OT0174  STATE/COUNTY-  SD/PENNINGTON
 OT0174  COUNTRY     -  US
 OT0174  USGS QUAD   -  WALL SE (2017)
 OT0174
 OT0174                         *CURRENT SURVEY CONTROL
 OT0174  ______________________________________________________________________
 OT0174* NAD 83(1986) POSITION- 43 52 12.     (N) 102 03 33.     (W)   SCALED
 OT0174* NAVD 88 ORTHO HEIGHT -   786.584 (meters)     2580.65  (feet) ADJUSTED
 OT0174  ______________________________________________________________________
 OT0174  GEOID HEIGHT    -        -19.625 (meters)                     GEOID18
 OT0174  DYNAMIC HEIGHT  -        786.339 (meters)     2579.85  (feet) COMP
 OT0174  MODELED GRAVITY -    980,282.0   (mgal)                       NAVD 88
 OT0174
 OT0174  VERT ORDER      -  SECOND    CLASS 0
 OT0174
 OT0174.The horizontal coordinates were scaled from a map and have
 OT0174.an estimated accuracy of +/- 6 seconds.
 OT0174
 OT0174.The orthometric height was determined by differential leveling and
 OT0174.adjusted by the NATIONAL GEODETIC SURVEY
 OT0174.in June 1991.
 OT0174
 OT0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0174.GEOID18 height accuracy estimate available here.
 OT0174
 OT0174.Click photographs - Photos may exist for this station.
 OT0174
 OT0174.The dynamic height is computed by dividing the NAVD 88
 OT0174.geopotential number by the normal gravity value computed on the
 OT0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0174.degrees latitude (g = 980.6199 gals.).
 OT0174
 OT0174.The modeled gravity was interpolated from observed gravity values.
 OT0174
 OT0174;                    North         East    Units  Estimated Accuracy
 OT0174;SPC SD S     -   172,150.      461,300.      MT  (+/- 180 meters Scaled)
 OT0174
 OT0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362616(NAD 83)
 OT0174
 OT0174                          SUPERSEDED SURVEY CONTROL
 OT0174
 OT0174  NGVD 29 (??/??/92)  786.13   (m)         2579.2    (f) COMPUTED    2 0
 OT0174
 OT0174.Superseded values are not recommended for survey control.
 OT0174
 OT0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0174.See file dsdata.pdf to determine how the superseded data were derived.
 OT0174
 OT0174_MARKER: DR = REFERENCE MARK DISK
 OT0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0174_STAMPING: D 8 L NO 1 1961
 OT0174_MARK LOGO: CGS
 OT0174_PROJECTION: FLUSH
 OT0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0174+STABILITY: SURFACE MOTION
 OT0174
 OT0174  HISTORY     - Date     Condition        Report By
 OT0174  HISTORY     - 1961     MONUMENTED       CGS
 OT0174  HISTORY     - 1962     GOOD             CGS
 OT0174
 OT0174                          STATION DESCRIPTION
 OT0174
 OT0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0174'11.1 MI SE FROM QUINN.
 OT0174'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0174'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 7.5
 OT0174'MILES SOUTH ALONG A GRAVELED ROAD, 2.7 MILES SOUTH OF INTERSTATE
 OT0174'HIGHWAY 90, 75.1 FEET EAST OF AND ACROSS THE ROAD FROM D 8 L 1961
 OT0174'TRIANGULATION STATION, 36 FEET EAST OF THE CENTER LINE OF THE
 OT0174'ROAD, 4 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, AND
 OT0174'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0174'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0175 ***********************************************************************
 OT0175  DESIGNATION -  D 8 L RM 2
 OT0175  PID         -  OT0175
 OT0175  STATE/COUNTY-  SD/PENNINGTON
 OT0175  COUNTRY     -  US
 OT0175  USGS QUAD   -  WALL SE (2017)
 OT0175
 OT0175                         *CURRENT SURVEY CONTROL
 OT0175  ______________________________________________________________________
 OT0175* NAD 83(1986) POSITION- 43 52 11.     (N) 102 03 35.     (W)   SCALED
 OT0175* NAVD 88 ORTHO HEIGHT -   786.893 (meters)     2581.66  (feet) ADJUSTED
 OT0175  ______________________________________________________________________
 OT0175  GEOID HEIGHT    -        -19.623 (meters)                     GEOID18
 OT0175  DYNAMIC HEIGHT  -        786.649 (meters)     2580.86  (feet) COMP
 OT0175  MODELED GRAVITY -    980,282.0   (mgal)                       NAVD 88
 OT0175
 OT0175  VERT ORDER      -  SECOND    CLASS 0
 OT0175
 OT0175.The horizontal coordinates were scaled from a map and have
 OT0175.an estimated accuracy of +/- 6 seconds.
 OT0175
 OT0175.The orthometric height was determined by differential leveling and
 OT0175.adjusted by the NATIONAL GEODETIC SURVEY
 OT0175.in June 1991.
 OT0175
 OT0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0175.GEOID18 height accuracy estimate available here.
 OT0175
 OT0175.Click photographs - Photos may exist for this station.
 OT0175
 OT0175.The dynamic height is computed by dividing the NAVD 88
 OT0175.geopotential number by the normal gravity value computed on the
 OT0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0175.degrees latitude (g = 980.6199 gals.).
 OT0175
 OT0175.The modeled gravity was interpolated from observed gravity values.
 OT0175
 OT0175;                    North         East    Units  Estimated Accuracy
 OT0175;SPC SD S     -   172,120.      461,250.      MT  (+/- 180 meters Scaled)
 OT0175
 OT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362616(NAD 83)
 OT0175
 OT0175                          SUPERSEDED SURVEY CONTROL
 OT0175
 OT0175  NGVD 29 (??/??/92)  786.44   (m)         2580.2    (f) COMPUTED    2 0
 OT0175
 OT0175.Superseded values are not recommended for survey control.
 OT0175
 OT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0175.See file dsdata.pdf to determine how the superseded data were derived.
 OT0175
 OT0175_MARKER: DR = REFERENCE MARK DISK
 OT0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0175_STAMPING: D 8 L NO 2 1961
 OT0175_MARK LOGO: CGS
 OT0175_PROJECTION: FLUSH
 OT0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0175+STABILITY: SURFACE MOTION
 OT0175
 OT0175  HISTORY     - Date     Condition        Report By
 OT0175  HISTORY     - 1961     MONUMENTED       CGS
 OT0175  HISTORY     - 1962     GOOD             CGS
 OT0175
 OT0175                          STATION DESCRIPTION
 OT0175
 OT0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0175'11.1 MI SE FROM QUINN.
 OT0175'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0175'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 7.5
 OT0175'MILES SOUTH ALONG A GRAVELED ROAD, 2.7 MILES SOUTH OF INTERSTATE
 OT0175'HIGHWAY 90, 51 FEET SOUTH OF D 8 L 1961 TRIANGULATION STATION,
 OT0175'42 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A
 OT0175'FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OT0175'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0270 ***********************************************************************
 PS0270  DESIGNATION -  D 80 RESET
 PS0270  PID         -  PS0270
 PS0270  STATE/COUNTY-  SD/HAND
 PS0270  COUNTRY     -  US
 PS0270  USGS QUAD   -  MILLER NW (2017)
 PS0270
 PS0270                         *CURRENT SURVEY CONTROL
 PS0270  ______________________________________________________________________
 PS0270* NAD 83(1986) POSITION- 44 43 08.59   (N) 098 59 16.94   (W)   HD_HELD1
 PS0270* NAVD 88 ORTHO HEIGHT -   442.240 (meters)     1450.92  (feet) ADJUSTED
 PS0270  ______________________________________________________________________
 PS0270  GEOID HEIGHT    -        -24.268 (meters)                     GEOID18
 PS0270  DYNAMIC HEIGHT  -        442.169 (meters)     1450.68  (feet) COMP
 PS0270  MODELED GRAVITY -    980,444.1   (mgal)                       NAVD 88
 PS0270
 PS0270  VERT ORDER      -  FIRST     CLASS II
 PS0270
 PS0270.The horizontal coordinates were determined by differentially corrected
 PS0270.hand held GPS observations or other comparable positioning techniques
 PS0270.and have an estimated accuracy of +/- 3 meters.
 PS0270
 PS0270.The orthometric height was determined by differential leveling and
 PS0270.adjusted by the NATIONAL GEODETIC SURVEY
 PS0270.in July 1998.
 PS0270
 PS0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0270.GEOID18 height accuracy estimate available here.
 PS0270
 PS0270.Click photographs - Photos may exist for this station.
 PS0270
 PS0270.The dynamic height is computed by dividing the NAVD 88
 PS0270.geopotential number by the normal gravity value computed on the
 PS0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0270.degrees latitude (g = 980.6199 gals.).
 PS0270
 PS0270.The modeled gravity was interpolated from observed gravity values.
 PS0270
 PS0270;                    North         East    Units  Estimated Accuracy
 PS0270;SPC SD N     -    98,924.0     680,173.3     MT  (+/- 3 meters HH1 GPS) 
 PS0270
 PS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0094751741(NAD 83)
 PS0270
 PS0270                          SUPERSEDED SURVEY CONTROL
 PS0270
 PS0270  NGVD 29 (??/??/??)  441.92   (m)         1449.9    (f) RESET       3  
 PS0270
 PS0270.Superseded values are not recommended for survey control.
 PS0270
 PS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0270.See file dsdata.pdf to determine how the superseded data were derived.
 PS0270
 PS0270_MARKER: DB = BENCH MARK DISK
 PS0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0270_SP_SET: BOX CULVERT HEADWALL
 PS0270_STAMPING: D 80 RESET 1941
 PS0270_MARK LOGO: CGS
 PS0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0270+STABILITY: SURFACE MOTION
 PS0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0270+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0270
 PS0270  HISTORY     - Date     Condition        Report By
 PS0270  HISTORY     - 1941     MONUMENTED       SDHD
 PS0270  HISTORY     - 19960710 GOOD             NGS
 PS0270
 PS0270                          STATION DESCRIPTION
 PS0270
 PS0270'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0270'13.9 MI N FROM MILLER.
 PS0270'13.9 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0270'AT MILLER, HAND COUNTY, AT HIGHWAY STATION 649+51, AT A TWIN
 PS0270'10- BY 4-FOOT REINFORCED CONCRETE BOX CULVERT, IN THE CENTER
 PS0270'OF THE TOP OF THE EAST PARAPET, AND 20 FEET EAST OF THE CENTER
 PS0270'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 80 RESET 1941.
 PS0270
 PS0270                          STATION RECOVERY (1996)
 PS0270
 PS0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0270'22.3 KM (13.85 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0270'OFFICE IN MILLER, IN TOP OF AND 3.3 M (10.8 FT) SOUTH OF THE NORTH END
 PS0270'OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 645.0 M
 PS0270'(2116.1 FT) NORTH OF MILEPOST 125, 5.8 M (19.0 FT) EAST OF THE HIGHWAY
 PS0270'CENTERLINE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0133 ***********************************************************************
 PS0133  DESIGNATION -  D 82 RESET
 PS0133  PID         -  PS0133
 PS0133  STATE/COUNTY-  SD/SANBORN
 PS0133  COUNTRY     -  US
 PS0133  USGS QUAD   -  FORESTBURG (2017)
 PS0133
 PS0133                         *CURRENT SURVEY CONTROL
 PS0133  ______________________________________________________________________
 PS0133* NAD 83(1986) POSITION- 44 00 35.     (N) 098 01 48.     (W)   SCALED
 PS0133* NAVD 88 ORTHO HEIGHT -   391.64  (meters)     1284.9   (feet) RESET
 PS0133  ______________________________________________________________________
 PS0133  GEOID HEIGHT    -        -25.645 (meters)                     GEOID18
 PS0133  VERT ORDER      -  THIRD
 PS0133
 PS0133.The horizontal coordinates were scaled from a map and have
 PS0133.an estimated accuracy of +/- 6 seconds.
 PS0133
 PS0133.The orthometric height was computed from unverified reset data.
 PS0133
 PS0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0133.GEOID18 height accuracy estimate available here.
 PS0133
 PS0133.Click photographs - Photos may exist for this station.
 PS0133
 PS0133;                    North         East    Units  Estimated Accuracy
 PS0133;SPC SD S     -   188,800.      784,680.      MT  (+/- 180 meters Scaled)
 PS0133
 PS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP777734(NAD 83)
 PS0133
 PS0133                          SUPERSEDED SURVEY CONTROL
 PS0133
 PS0133.No superseded survey control is available for this station.
 PS0133
 PS0133_MARKER: DB = BENCH MARK DISK
 PS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0133_STAMPING: D 82 RESET 1940
 PS0133_MARK LOGO: CGS
 PS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0133+STABILITY: SURFACE MOTION
 PS0133
 PS0133  HISTORY     - Date     Condition        Report By
 PS0133  HISTORY     - 1940     MONUMENTED       CGS
 PS0133
 PS0133                          STATION DESCRIPTION
 PS0133
 PS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0133'4.2 MI E FROM FORESTBURG.
 PS0133'4.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0133'RAILROAD FROM THE STATION AT FORESTBURG, SANBORN COUNTY, 2 POLES
 PS0133'WEST OF MILEPOST 380, 260 FEET EAST OF THE JUNCTION OF STATE
 PS0133'HIGHWAYS 34 AND 37, AND 82 FEET NORTH OF THE CENTER LINE OF
 PS0133'STATE HIGHWAY 34.  A STANDARD DISK, STAMPED D 82 RESET 1940 AND
 PS0133'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0536 ***********************************************************************
 PR0536  DESIGNATION -  D 83
 PR0536  PID         -  PR0536
 PR0536  STATE/COUNTY-  SD/MINER
 PR0536  COUNTRY     -  US
 PR0536  USGS QUAD   -  CARTHAGE (2017)
 PR0536
 PR0536                         *CURRENT SURVEY CONTROL
 PR0536  ______________________________________________________________________
 PR0536* NAD 83(1986) POSITION- 44 10 26.     (N) 097 42 47.     (W)   SCALED
 PR0536* NAVD 88 ORTHO HEIGHT -   436.765 (meters)     1432.95  (feet) ADJUSTED
 PR0536  ______________________________________________________________________
 PR0536  GEOID HEIGHT    -        -25.485 (meters)                     GEOID18
 PR0536  DYNAMIC HEIGHT  -        436.677 (meters)     1432.66  (feet) COMP
 PR0536  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 PR0536
 PR0536  VERT ORDER      -  SECOND    CLASS 0
 PR0536
 PR0536.The horizontal coordinates were scaled from a map and have
 PR0536.an estimated accuracy of +/- 6 seconds.
 PR0536
 PR0536.The orthometric height was determined by differential leveling and
 PR0536.adjusted by the NATIONAL GEODETIC SURVEY
 PR0536.in June 1991.
 PR0536
 PR0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0536.GEOID18 height accuracy estimate available here.
 PR0536
 PR0536.Click photographs - Photos may exist for this station.
 PR0536
 PR0536.The dynamic height is computed by dividing the NAVD 88
 PR0536.geopotential number by the normal gravity value computed on the
 PR0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0536.degrees latitude (g = 980.6199 gals.).
 PR0536
 PR0536.The modeled gravity was interpolated from observed gravity values.
 PR0536
 PR0536;                    North         East    Units  Estimated Accuracy
 PR0536;SPC SD S     -   207,780.      809,500.      MT  (+/- 180 meters Scaled)
 PR0536
 PR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP028919(NAD 83)
 PR0536
 PR0536                          SUPERSEDED SURVEY CONTROL
 PR0536
 PR0536  NGVD 29 (??/??/92)  436.488  (m)         1432.04   (f) ADJ UNCH    2 0
 PR0536
 PR0536.Superseded values are not recommended for survey control.
 PR0536
 PR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0536.See file dsdata.pdf to determine how the superseded data were derived.
 PR0536
 PR0536_MARKER: DB = BENCH MARK DISK
 PR0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0536_SP_SET: ABUTMENT
 PR0536_STAMPING: D 83 1934
 PR0536_MARK LOGO: CGS
 PR0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0536
 PR0536  HISTORY     - Date     Condition        Report By
 PR0536  HISTORY     - 1934     MONUMENTED       CGS
 PR0536
 PR0536                          STATION DESCRIPTION
 PR0536
 PR0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0536'0.6 MI NW FROM CARTHAGE.
 PR0536'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0536'FROM THE PUBLIC SCHOOL AT CARTHAGE, MINER COUNTY, ABOUT 9 POLES
 PR0536'NORTH OF THE STATION, AT 120-FOOT BRIDGE 2835, IN THE EAST END
 PR0536'OF THE SOUTH CONCRETE ABUTMENT, AND ABOUT 1 FOOT LOWER THAN
 PR0536'THE TRACK.  A STANDARD DISK, STAMPED D 83 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0214 ***********************************************************************
 QQ0214  DESIGNATION -  D 85
 QQ0214  PID         -  QQ0214
 QQ0214  STATE/COUNTY-  SD/CODINGTON
 QQ0214  COUNTRY     -  US
 QQ0214  USGS QUAD   -  FLORENCE (2017)
 QQ0214
 QQ0214                         *CURRENT SURVEY CONTROL
 QQ0214  ______________________________________________________________________
 QQ0214* NAD 83(1986) POSITION- 45 03 12.     (N) 097 19 20.     (W)   SCALED
 QQ0214* NAVD 88 ORTHO HEIGHT -   539.761 (meters)     1770.87  (feet) ADJUSTED
 QQ0214  ______________________________________________________________________
 QQ0214  GEOID HEIGHT    -        -25.109 (meters)                     GEOID18
 QQ0214  DYNAMIC HEIGHT  -        539.684 (meters)     1770.61  (feet) COMP
 QQ0214  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 QQ0214
 QQ0214  VERT ORDER      -  SECOND    CLASS 0
 QQ0214
 QQ0214.The horizontal coordinates were scaled from a map and have
 QQ0214.an estimated accuracy of +/- 6 seconds.
 QQ0214
 QQ0214.The orthometric height was determined by differential leveling and
 QQ0214.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0214.in June 1991.
 QQ0214
 QQ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0214.GEOID18 height accuracy estimate available here.
 QQ0214
 QQ0214.Click photographs - Photos may exist for this station.
 QQ0214
 QQ0214.The dynamic height is computed by dividing the NAVD 88
 QQ0214.geopotential number by the normal gravity value computed on the
 QQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0214.degrees latitude (g = 980.6199 gals.).
 QQ0214
 QQ0214.The modeled gravity was interpolated from observed gravity values.
 QQ0214
 QQ0214;                    North         East    Units  Estimated Accuracy
 QQ0214;SPC SD N     -   139,060.      810,890.      MT  (+/- 180 meters Scaled)
 QQ0214
 QQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ321902(NAD 83)
 QQ0214
 QQ0214                          SUPERSEDED SURVEY CONTROL
 QQ0214
 QQ0214  NGVD 29 (??/??/92)  539.450  (m)         1769.85   (f) ADJ UNCH    2 0
 QQ0214
 QQ0214.Superseded values are not recommended for survey control.
 QQ0214
 QQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0214.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0214
 QQ0214_MARKER: DB = BENCH MARK DISK
 QQ0214_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0214_SP_SET: STEP
 QQ0214_STAMPING: D 85 1934
 QQ0214_MARK LOGO: CGS
 QQ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0214
 QQ0214  HISTORY     - Date     Condition        Report By
 QQ0214  HISTORY     - 1934     MONUMENTED       CGS
 QQ0214  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0214
 QQ0214                          STATION DESCRIPTION
 QQ0214
 QQ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0214'AT FLORENCE.
 QQ0214'AT FLORENCE, CODINGTON COUNTY, ON MAIN STREET, ABOUT 3 BLOCKS
 QQ0214'WEST OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, AT THE
 QQ0214'HIGH SCHOOL, IN THE WEST END OF THE BOTTOM CONCRETE STEP AT
 QQ0214'THE NORTH ENTRANCE, AND ABOUT 8 INCHES ABOVE THE SIDEWALK.  A
 QQ0214'STANDARD DISK, STAMPED D 85 1934.  NOTE-- SCHOOL HAS BEEN REBUILT.
 QQ0214
 QQ0214                          STATION RECOVERY (1973)
 QQ0214
 QQ0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0092 ***********************************************************************
 QR0092  DESIGNATION -  D 86
 QR0092  PID         -  QR0092
 QR0092  STATE/COUNTY-  SD/SPINK
 QR0092  COUNTRY     -  US
 QR0092  USGS QUAD   -  CONDE (2017)
 QR0092
 QR0092                         *CURRENT SURVEY CONTROL
 QR0092  ______________________________________________________________________
 QR0092* NAD 83(1986) POSITION- 45 09 35.     (N) 098 01 19.     (W)   SCALED
 QR0092* NAVD 88 ORTHO HEIGHT -   418.697 (meters)     1373.68  (feet) ADJUSTED
 QR0092  ______________________________________________________________________
 QR0092  GEOID HEIGHT    -        -24.621 (meters)                     GEOID18
 QR0092  DYNAMIC HEIGHT  -        418.656 (meters)     1373.54  (feet) COMP
 QR0092  MODELED GRAVITY -    980,506.1   (mgal)                       NAVD 88
 QR0092
 QR0092  VERT ORDER      -  SECOND    CLASS 0
 QR0092
 QR0092.The horizontal coordinates were scaled from a map and have
 QR0092.an estimated accuracy of +/- 6 seconds.
 QR0092
 QR0092.The orthometric height was determined by differential leveling and
 QR0092.adjusted by the NATIONAL GEODETIC SURVEY
 QR0092.in June 1991.
 QR0092
 QR0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0092.GEOID18 height accuracy estimate available here.
 QR0092
 QR0092.Click photographs - Photos may exist for this station.
 QR0092
 QR0092.The dynamic height is computed by dividing the NAVD 88
 QR0092.geopotential number by the normal gravity value computed on the
 QR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0092.degrees latitude (g = 980.6199 gals.).
 QR0092
 QR0092.The modeled gravity was interpolated from observed gravity values.
 QR0092
 QR0092;                    North         East    Units  Estimated Accuracy
 QR0092;SPC SD N     -   149,290.      755,510.      MT  (+/- 180 meters Scaled)
 QR0092
 QR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR768011(NAD 83)
 QR0092
 QR0092                          SUPERSEDED SURVEY CONTROL
 QR0092
 QR0092  NGVD 29 (??/??/92)  418.432  (m)         1372.81   (f) ADJ UNCH    2 0
 QR0092
 QR0092.Superseded values are not recommended for survey control.
 QR0092
 QR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0092.See file dsdata.pdf to determine how the superseded data were derived.
 QR0092
 QR0092_MARKER: DB = BENCH MARK DISK
 QR0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0092_STAMPING: D 86 1934
 QR0092_MARK LOGO: CGS
 QR0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0092+STABILITY: SURFACE MOTION
 QR0092
 QR0092  HISTORY     - Date     Condition        Report By
 QR0092  HISTORY     - 1934     MONUMENTED       CGS
 QR0092
 QR0092                          STATION DESCRIPTION
 QR0092
 QR0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0092'3.8 MI E FROM CONDE.
 QR0092'3.8 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0092'FROM THE PEOPLE BANK AT CONDE, SPINK COUNTY, ABOUT 14 POLES
 QR0092'WEST OF MILEPOST 287, AT A PUBLIC-ROAD CROSSING, 22 FEET EAST
 QR0092'OF THE CENTER LINE OF THE ROAD, ABOUT 60 FEET SOUTH OF THE CENTER
 QR0092'LINE OF THE TRACK, AND 4 FEET WEST OF A CORNER RIGHT-OF-WAY FENCE
 QR0092'POST.  A STANDARD DISK, STAMPED D 86 1934 AND SET IN THE TOP
 QR0092'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0127 ***********************************************************************
 QR0127  DESIGNATION -  D 87
 QR0127  PID         -  QR0127
 QR0127  STATE/COUNTY-  SD/FAULK
 QR0127  COUNTRY     -  US
 QR0127  USGS QUAD   -  CRESBARD NE (2017)
 QR0127
 QR0127                         *CURRENT SURVEY CONTROL
 QR0127  ______________________________________________________________________
 QR0127* NAD 83(1986) POSITION- 45 09 49.     (N) 098 45 24.     (W)   SCALED
 QR0127* NAVD 88 ORTHO HEIGHT -   410.540 (meters)     1346.91  (feet) ADJUSTED
 QR0127  ______________________________________________________________________
 QR0127  GEOID HEIGHT    -        -24.079 (meters)                     GEOID18
 QR0127  DYNAMIC HEIGHT  -        410.500 (meters)     1346.78  (feet) COMP
 QR0127  MODELED GRAVITY -    980,508.0   (mgal)                       NAVD 88
 QR0127
 QR0127  VERT ORDER      -  SECOND    CLASS 0
 QR0127
 QR0127.The horizontal coordinates were scaled from a map and have
 QR0127.an estimated accuracy of +/- 6 seconds.
 QR0127
 QR0127.The orthometric height was determined by differential leveling and
 QR0127.adjusted by the NATIONAL GEODETIC SURVEY
 QR0127.in June 1991.
 QR0127
 QR0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0127.GEOID18 height accuracy estimate available here.
 QR0127
 QR0127.Click photographs - Photos may exist for this station.
 QR0127
 QR0127.The dynamic height is computed by dividing the NAVD 88
 QR0127.geopotential number by the normal gravity value computed on the
 QR0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0127.degrees latitude (g = 980.6199 gals.).
 QR0127
 QR0127.The modeled gravity was interpolated from observed gravity values.
 QR0127
 QR0127;                    North         East    Units  Estimated Accuracy
 QR0127;SPC SD N     -   148,580.      697,740.      MT  (+/- 180 meters Scaled)
 QR0127
 QR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR191011(NAD 83)
 QR0127
 QR0127                          SUPERSEDED SURVEY CONTROL
 QR0127
 QR0127  NGVD 29 (??/??/92)  410.239  (m)         1345.93   (f) ADJ UNCH    2 0
 QR0127
 QR0127.Superseded values are not recommended for survey control.
 QR0127
 QR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0127.See file dsdata.pdf to determine how the superseded data were derived.
 QR0127
 QR0127_MARKER: DB = BENCH MARK DISK
 QR0127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0127_SP_SET: HEADWALL
 QR0127_STAMPING: D 87 1934
 QR0127_MARK LOGO: CGS
 QR0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0127+STABILITY: SURFACE MOTION
 QR0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0127+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 QR0127
 QR0127  HISTORY     - Date     Condition        Report By
 QR0127  HISTORY     - 1934     MONUMENTED       CGS
 QR0127  HISTORY     - 19890824 GOOD             NGS
 QR0127
 QR0127                          STATION DESCRIPTION
 QR0127
 QR0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0127'0.7 MI W FROM CHELSEA.
 QR0127'0.7 MILES WEST OF DEPOT AT ALONG THE M AND ST L RAILROAD, 13
 QR0127'POLES WEST OF MILEPOLE 323.  SET IN CENTER OF SOUTH HEADWALL OF
 QR0127'4 FT X 6 FT CONCRETE BOX CULVERT, 63 FEET NORTH OF CENTERLINE
 QR0127'OF TRACK AND 3 FEET BELOW LEVEL OF THE TRACK.
 QR0127
 QR0127                          STATION RECOVERY (1989)
 QR0127
 QR0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QR0127'LOCATED 0.97 KM (0.60 MI) WEST FROM CHELSEA.  0.8 KM (0.5 MI) NORTH
 QR0127'ALONG FAULK COUNTY ROAD 23 FROM ITS JUNCTION WITH STATE HIGHWAY 20,
 QR0127'THEN LEFT, WEST ON A GRAVEL STREET FOR 0.3 KM (0.2 MI) THEN RIGHT,
 QR0127'NORTH FOR 36 M (118.1 FT) , THEN LEFT, WEST ON A GRAVEL ROAD FOR 1.2
 QR0127'KM (0.7 MI) TO THE MARK ON THE LEFT IN THE TOP CENTER OF THE SOUTH
 QR0127'HEADWALL AND ABOUT 1 M (3.3 FT) ABOVE THE ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0166 ***********************************************************************
 QR0166  DESIGNATION -  D 88
 QR0166  PID         -  QR0166
 QR0166  STATE/COUNTY-  SD/MCPHERSON
 QR0166  COUNTRY     -  US
 QR0166  USGS QUAD   -  LEOLA (2017)
 QR0166
 QR0166                         *CURRENT SURVEY CONTROL
 QR0166  ______________________________________________________________________
 QR0166* NAD 83(1986) POSITION- 45 37 48.     (N) 098 55 53.     (W)   SCALED
 QR0166* NAVD 88 ORTHO HEIGHT -   466.020 (meters)     1528.93  (feet) ADJUSTED
 QR0166  ______________________________________________________________________
 QR0166  GEOID HEIGHT    -        -23.776 (meters)                     GEOID18
 QR0166  DYNAMIC HEIGHT  -        465.986 (meters)     1528.82  (feet) COMP
 QR0166  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QR0166
 QR0166  VERT ORDER      -  SECOND    CLASS 0
 QR0166
 QR0166.The horizontal coordinates were scaled from a map and have
 QR0166.an estimated accuracy of +/- 6 seconds.
 QR0166
 QR0166.The orthometric height was determined by differential leveling and
 QR0166.adjusted by the NATIONAL GEODETIC SURVEY
 QR0166.in June 1991.
 QR0166
 QR0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0166.GEOID18 height accuracy estimate available here.
 QR0166
 QR0166.Click photographs - Photos may exist for this station.
 QR0166
 QR0166.The dynamic height is computed by dividing the NAVD 88
 QR0166.geopotential number by the normal gravity value computed on the
 QR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0166.degrees latitude (g = 980.6199 gals.).
 QR0166
 QR0166.The modeled gravity was interpolated from observed gravity values.
 QR0166
 QR0166;                    North         East    Units  Estimated Accuracy
 QR0166;SPC SD N     -   200,210.      683,330.      MT  (+/- 180 meters Scaled)
 QR0166
 QR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR053529(NAD 83)
 QR0166
 QR0166                          SUPERSEDED SURVEY CONTROL
 QR0166
 QR0166  NGVD 29 (??/??/92)  465.681  (m)         1527.82   (f) ADJ UNCH    2 0
 QR0166
 QR0166.Superseded values are not recommended for survey control.
 QR0166
 QR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0166.See file dsdata.pdf to determine how the superseded data were derived.
 QR0166
 QR0166_MARKER: DB = BENCH MARK DISK
 QR0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0166_SP_SET: BRIDGE
 QR0166_STAMPING: D 88 1934
 QR0166_MARK LOGO: CGS
 QR0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0166
 QR0166  HISTORY     - Date     Condition        Report By
 QR0166  HISTORY     - 1934     MONUMENTED       CGS
 QR0166  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0166
 QR0166                          STATION DESCRIPTION
 QR0166
 QR0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0166'7 MI S FROM LEOLA.
 QR0166'7 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 QR0166'AT LEOLA, MC PHERSON COUNTY, ABOUT 200 FEET SOUTH OF A PRIVATE
 QR0166'ENTRANCE, 65 FEET SOUTH OF A T-FENCE RUNNING WEST, AT A 12-FOOT
 QR0166'CONCRETE DECK BRIDGE WITH STEEL HANDRAIL, IN THE SOUTH END OF
 QR0166'THE WEST CONCRETE HEAD WALL, AND ABOUT 0.5 FOOT LOWER THAN THE
 QR0166'HIGHWAY.  A STANDARD DISK STAMPED D 88 1934.
 QR0166
 QR0166                          STATION RECOVERY (1970)
 QR0166
 QR0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0194 ***********************************************************************
 OS0194  DESIGNATION -  D 9
 OS0194  PID         -  OS0194
 OS0194  STATE/COUNTY-  SD/JONES
 OS0194  COUNTRY     -  US
 OS0194  USGS QUAD   -  MURDO (2017)
 OS0194
 OS0194                         *CURRENT SURVEY CONTROL
 OS0194  ______________________________________________________________________
 OS0194* NAD 83(1986) POSITION- 43 54 26.     (N) 100 40 01.     (W)   SCALED
 OS0194* NAVD 88 ORTHO HEIGHT -   712.245 (meters)     2336.76  (feet) ADJUSTED
 OS0194  ______________________________________________________________________
 OS0194  GEOID HEIGHT    -        -24.103 (meters)                     GEOID18
 OS0194  DYNAMIC HEIGHT  -        712.017 (meters)     2336.01  (feet) COMP
 OS0194  MODELED GRAVITY -    980,275.5   (mgal)                       NAVD 88
 OS0194
 OS0194  VERT ORDER      -  FIRST     CLASS II
 OS0194
 OS0194.The horizontal coordinates were scaled from a map and have
 OS0194.an estimated accuracy of +/- 6 seconds.
 OS0194
 OS0194.The orthometric height was determined by differential leveling and
 OS0194.adjusted by the NATIONAL GEODETIC SURVEY
 OS0194.in June 1991.
 OS0194
 OS0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0194.GEOID18 height accuracy estimate available here.
 OS0194
 OS0194.Click photographs - Photos may exist for this station.
 OS0194
 OS0194.The dynamic height is computed by dividing the NAVD 88
 OS0194.geopotential number by the normal gravity value computed on the
 OS0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0194.degrees latitude (g = 980.6199 gals.).
 OS0194
 OS0194.The modeled gravity was interpolated from observed gravity values.
 OS0194
 OS0194;                    North         East    Units  Estimated Accuracy
 OS0194;SPC SD S     -   174,900.      573,200.      MT  (+/- 180 meters Scaled)
 OS0194
 OS0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP661629(NAD 83)
 OS0194
 OS0194                          SUPERSEDED SURVEY CONTROL
 OS0194
 OS0194  NGVD 29 (??/??/92)  711.791  (m)         2335.27   (f) ADJ UNCH    1 2
 OS0194
 OS0194.Superseded values are not recommended for survey control.
 OS0194
 OS0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0194.See file dsdata.pdf to determine how the superseded data were derived.
 OS0194
 OS0194_MARKER: DB = BENCH MARK DISK
 OS0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0194_STAMPING: 2335.268 D 9 1925
 OS0194_MARK LOGO: CGS
 OS0194_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0194+STABILITY: SURFACE MOTION
 OS0194
 OS0194  HISTORY     - Date     Condition        Report By
 OS0194  HISTORY     - 1925     MONUMENTED       CGS
 OS0194  HISTORY     - 1935     GOOD             CGS
 OS0194
 OS0194                          STATION DESCRIPTION
 OS0194
 OS0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0194'2.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0194'PACIFIC RAILROAD FROM MURDO, JONES COUNTY, 225 FEET SOUTHWEST
 OS0194'OF A ROAD CROSSING, 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 OS0194'TRACK, 7.8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OS0194'DISK, STAMPED 2335.268 D 9 1925 AND SET IN THE TOP OF A CONCRETE
 OS0194'POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0129 ***********************************************************************
 OT0129  DESIGNATION -  D 9 I
 OT0129  PID         -  OT0129
 OT0129  STATE/COUNTY-  SD/PENNINGTON
 OT0129  COUNTRY     -  US
 OT0129  USGS QUAD   -  WALL (2017)
 OT0129
 OT0129                         *CURRENT SURVEY CONTROL
 OT0129  ______________________________________________________________________
 OT0129* NAD 83(1986) POSITION- 43 56 10.     (N) 102 09 43.     (W)   SCALED
 OT0129* NAVD 88 ORTHO HEIGHT -   828.262 (meters)     2717.39  (feet) ADJUSTED
 OT0129  ______________________________________________________________________
 OT0129  GEOID HEIGHT    -        -19.270 (meters)                     GEOID18
 OT0129  DYNAMIC HEIGHT  -        828.009 (meters)     2716.56  (feet) COMP
 OT0129  MODELED GRAVITY -    980,284.7   (mgal)                       NAVD 88
 OT0129
 OT0129  VERT ORDER      -  SECOND    CLASS 0
 OT0129
 OT0129.The horizontal coordinates were scaled from a map and have
 OT0129.an estimated accuracy of +/- 6 seconds.
 OT0129
 OT0129.The orthometric height was determined by differential leveling and
 OT0129.adjusted by the NATIONAL GEODETIC SURVEY
 OT0129.in June 1991.
 OT0129
 OT0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0129.GEOID18 height accuracy estimate available here.
 OT0129
 OT0129.Click photographs - Photos may exist for this station.
 OT0129
 OT0129.The dynamic height is computed by dividing the NAVD 88
 OT0129.geopotential number by the normal gravity value computed on the
 OT0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0129.degrees latitude (g = 980.6199 gals.).
 OT0129
 OT0129.The modeled gravity was interpolated from observed gravity values.
 OT0129
 OT0129;                    North         East    Units  Estimated Accuracy
 OT0129;SPC SD S     -   179,670.      453,200.      MT  (+/- 180 meters Scaled)
 OT0129
 OT0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ277686(NAD 83)
 OT0129
 OT0129                          SUPERSEDED SURVEY CONTROL
 OT0129
 OT0129  NGVD 29 (??/??/92)  827.80   (m)         2715.9    (f) COMPUTED    2 0
 OT0129
 OT0129.Superseded values are not recommended for survey control.
 OT0129
 OT0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0129.See file dsdata.pdf to determine how the superseded data were derived.
 OT0129
 OT0129_MARKER: DS = TRIANGULATION STATION DISK
 OT0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0129_STAMPING: D 9 I 1961
 OT0129_MARK LOGO: CGS
 OT0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0129+STABILITY: SURFACE MOTION
 OT0129
 OT0129  HISTORY     - Date     Condition        Report By
 OT0129  HISTORY     - 1961     MONUMENTED       CGS
 OT0129  HISTORY     - 1962     GOOD             CGS
 OT0129
 OT0129                          STATION DESCRIPTION
 OT0129
 OT0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0129'5.4 MI SW FROM QUINN.
 OT0129'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0129'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0129'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0129'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVEL
 OT0129'ROAD, THENCE 0.15 MILE WEST ALONG A TRAIL ROAD ACROSS COUNTRY
 OT0129'AT THE CREST OF A LOW RIDGE IN SECTION 26, T 1 S, R 16 E, 105
 OT0129'FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT LEVEL
 OT0129'WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OT0129'PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0128 ***********************************************************************
 OT0128  DESIGNATION -  D 9 I RM 1
 OT0128  PID         -  OT0128
 OT0128  STATE/COUNTY-  SD/PENNINGTON
 OT0128  COUNTRY     -  US
 OT0128  USGS QUAD   -  WALL (2017)
 OT0128
 OT0128                         *CURRENT SURVEY CONTROL
 OT0128  ______________________________________________________________________
 OT0128* NAD 83(1986) POSITION- 43 56 10.     (N) 102 09 41.     (W)   SCALED
 OT0128* NAVD 88 ORTHO HEIGHT -   827.922 (meters)     2716.27  (feet) ADJUSTED
 OT0128  ______________________________________________________________________
 OT0128  GEOID HEIGHT    -        -19.272 (meters)                     GEOID18
 OT0128  DYNAMIC HEIGHT  -        827.669 (meters)     2715.44  (feet) COMP
 OT0128  MODELED GRAVITY -    980,284.8   (mgal)                       NAVD 88
 OT0128
 OT0128  VERT ORDER      -  SECOND    CLASS 0
 OT0128
 OT0128.The horizontal coordinates were scaled from a map and have
 OT0128.an estimated accuracy of +/- 6 seconds.
 OT0128
 OT0128.The orthometric height was determined by differential leveling and
 OT0128.adjusted by the NATIONAL GEODETIC SURVEY
 OT0128.in June 1991.
 OT0128
 OT0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0128.GEOID18 height accuracy estimate available here.
 OT0128
 OT0128.Click photographs - Photos may exist for this station.
 OT0128
 OT0128.The dynamic height is computed by dividing the NAVD 88
 OT0128.geopotential number by the normal gravity value computed on the
 OT0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0128.degrees latitude (g = 980.6199 gals.).
 OT0128
 OT0128.The modeled gravity was interpolated from observed gravity values.
 OT0128
 OT0128;                    North         East    Units  Estimated Accuracy
 OT0128;SPC SD S     -   179,670.      453,250.      MT  (+/- 180 meters Scaled)
 OT0128
 OT0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ278686(NAD 83)
 OT0128
 OT0128                          SUPERSEDED SURVEY CONTROL
 OT0128
 OT0128  NGVD 29 (??/??/92)  827.46   (m)         2714.8    (f) COMPUTED    2 0
 OT0128
 OT0128.Superseded values are not recommended for survey control.
 OT0128
 OT0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0128.See file dsdata.pdf to determine how the superseded data were derived.
 OT0128
 OT0128_MARKER: DR = REFERENCE MARK DISK
 OT0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0128_STAMPING: D 9 I NO 1 1961
 OT0128_MARK LOGO: CGS
 OT0128_PROJECTION: FLUSH
 OT0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0128+STABILITY: SURFACE MOTION
 OT0128
 OT0128  HISTORY     - Date     Condition        Report By
 OT0128  HISTORY     - 1961     MONUMENTED       CGS
 OT0128  HISTORY     - 1962     GOOD             CGS
 OT0128
 OT0128                          STATION DESCRIPTION
 OT0128
 OT0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0128'5.4 MI SW FROM QUINN.
 OT0128'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0128'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14 THENCE 3.4
 OT0128'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0128'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0128'ROAD, THENCE 0.15 MILE WEST ALONG A TRAIL ROAD ACROSS COUNTRY
 OT0128'AT THE CREST OF A LOW RIDGE IN SECTION 26, T 1 S, R 16 E, 107
 OT0128'FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 51.4 FEET EAST
 OT0128'OF OF D 9 I 1961, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN
 OT0128'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0130 ***********************************************************************
 OT0130  DESIGNATION -  D 9 I RM 2
 OT0130  PID         -  OT0130
 OT0130  STATE/COUNTY-  SD/PENNINGTON
 OT0130  COUNTRY     -  US
 OT0130  USGS QUAD   -  WALL (2017)
 OT0130
 OT0130                         *CURRENT SURVEY CONTROL
 OT0130  ______________________________________________________________________
 OT0130* NAD 83(1986) POSITION- 43 56 10.     (N) 102 09 43.     (W)   SCALED
 OT0130* NAVD 88 ORTHO HEIGHT -   828.098 (meters)     2716.85  (feet) ADJUSTED
 OT0130  ______________________________________________________________________
 OT0130  GEOID HEIGHT    -        -19.270 (meters)                     GEOID18
 OT0130  DYNAMIC HEIGHT  -        827.844 (meters)     2716.02  (feet) COMP
 OT0130  MODELED GRAVITY -    980,284.7   (mgal)                       NAVD 88
 OT0130
 OT0130  VERT ORDER      -  SECOND    CLASS 0
 OT0130
 OT0130.The horizontal coordinates were scaled from a map and have
 OT0130.an estimated accuracy of +/- 6 seconds.
 OT0130
 OT0130.The orthometric height was determined by differential leveling and
 OT0130.adjusted by the NATIONAL GEODETIC SURVEY
 OT0130.in June 1991.
 OT0130
 OT0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0130.GEOID18 height accuracy estimate available here.
 OT0130
 OT0130.Click photographs - Photos may exist for this station.
 OT0130
 OT0130.The dynamic height is computed by dividing the NAVD 88
 OT0130.geopotential number by the normal gravity value computed on the
 OT0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0130.degrees latitude (g = 980.6199 gals.).
 OT0130
 OT0130.The modeled gravity was interpolated from observed gravity values.
 OT0130
 OT0130;                    North         East    Units  Estimated Accuracy
 OT0130;SPC SD S     -   179,670.      453,200.      MT  (+/- 180 meters Scaled)
 OT0130
 OT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ277686(NAD 83)
 OT0130
 OT0130                          SUPERSEDED SURVEY CONTROL
 OT0130
 OT0130  NGVD 29 (??/??/92)  827.64   (m)         2715.3    (f) COMPUTED    2 0
 OT0130
 OT0130.Superseded values are not recommended for survey control.
 OT0130
 OT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0130.See file dsdata.pdf to determine how the superseded data were derived.
 OT0130
 OT0130_MARKER: DR = REFERENCE MARK DISK
 OT0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0130_STAMPING: D 9 I NO 2 1961
 OT0130_MARK LOGO: CGS
 OT0130_PROJECTION: FLUSH
 OT0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0130+STABILITY: SURFACE MOTION
 OT0130
 OT0130  HISTORY     - Date     Condition        Report By
 OT0130  HISTORY     - 1961     MONUMENTED       CGS
 OT0130  HISTORY     - 1962     GOOD             CGS
 OT0130
 OT0130                          STATION DESCRIPTION
 OT0130
 OT0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0130'5.4 MI SW FROM QUINN.
 OT0130'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0130'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0130'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0130'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0130'ROAD, THENCE 0.15 MILE WEST ALONG A TRAIL ROAD ACROSS COUNTRY
 OT0130'AT THE CREST OF A LOW RIDGE IN SECTION 26, T 1 S, R 16 E, 160
 OT0130'FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 54.1 FEET
 OT0130'SOUTH-SOUTHWEST OF D 9 I 1961, ABOUT LEVEL WITH THE TRAIL ROAD,
 OT0130'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0130'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0133 ***********************************************************************
 OT0133  DESIGNATION -  D 9 J
 OT0133  PID         -  OT0133
 OT0133  STATE/COUNTY-  SD/PENNINGTON
 OT0133  COUNTRY     -  US
 OT0133  USGS QUAD   -  WALL (2017)
 OT0133
 OT0133                         *CURRENT SURVEY CONTROL
 OT0133  ______________________________________________________________________
 OT0133* NAD 83(1986) POSITION- 43 55 42.     (N) 102 09 33.     (W)   SCALED
 OT0133* NAVD 88 ORTHO HEIGHT -   821.468 (meters)     2695.10  (feet) ADJUSTED
 OT0133  ______________________________________________________________________
 OT0133  GEOID HEIGHT    -        -19.280 (meters)                     GEOID18
 OT0133  DYNAMIC HEIGHT  -        821.216 (meters)     2694.27  (feet) COMP
 OT0133  MODELED GRAVITY -    980,284.1   (mgal)                       NAVD 88
 OT0133
 OT0133  VERT ORDER      -  SECOND    CLASS 0
 OT0133
 OT0133.The horizontal coordinates were scaled from a map and have
 OT0133.an estimated accuracy of +/- 6 seconds.
 OT0133
 OT0133.The orthometric height was determined by differential leveling and
 OT0133.adjusted by the NATIONAL GEODETIC SURVEY
 OT0133.in June 1991.
 OT0133
 OT0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0133.GEOID18 height accuracy estimate available here.
 OT0133
 OT0133.Click photographs - Photos may exist for this station.
 OT0133
 OT0133.The dynamic height is computed by dividing the NAVD 88
 OT0133.geopotential number by the normal gravity value computed on the
 OT0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0133.degrees latitude (g = 980.6199 gals.).
 OT0133
 OT0133.The modeled gravity was interpolated from observed gravity values.
 OT0133
 OT0133;                    North         East    Units  Estimated Accuracy
 OT0133;SPC SD S     -   178,800.      453,400.      MT  (+/- 180 meters Scaled)
 OT0133
 OT0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ280678(NAD 83)
 OT0133
 OT0133                          SUPERSEDED SURVEY CONTROL
 OT0133
 OT0133  NGVD 29 (??/??/92)  821.01   (m)         2693.6    (f) COMPUTED    2 0
 OT0133
 OT0133.Superseded values are not recommended for survey control.
 OT0133
 OT0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0133.See file dsdata.pdf to determine how the superseded data were derived.
 OT0133
 OT0133_MARKER: DS = TRIANGULATION STATION DISK
 OT0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0133_STAMPING: D 9 J 1961
 OT0133_MARK LOGO: CGS
 OT0133_PROJECTION: FLUSH
 OT0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0133+STABILITY: SURFACE MOTION
 OT0133
 OT0133  HISTORY     - Date     Condition        Report By
 OT0133  HISTORY     - 1961     MONUMENTED       CGS
 OT0133  HISTORY     - 1962     GOOD             CGS
 OT0133
 OT0133                          STATION DESCRIPTION
 OT0133
 OT0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0133'5.8 MI SW FROM QUINN.
 OT0133'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0133'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0133'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0133'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0133'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD IN SECTION 26,
 OT0133'T 1 S, R 16 E, 157 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OT0133'162 FEET NORTH OF A POWER POLE BRACED BY 2 GUY WIRES WHERE
 OT0133'POWER LINE MAKES A 90 DEGREE TURN, ABOUT LEVEL WITH THE ROAD,
 OT0133'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0133'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0135 ***********************************************************************
 OT0135  DESIGNATION -  D 9 J AZ MK
 OT0135  PID         -  OT0135
 OT0135  STATE/COUNTY-  SD/PENNINGTON
 OT0135  COUNTRY     -  US
 OT0135  USGS QUAD   -  WALL (2017)
 OT0135
 OT0135                         *CURRENT SURVEY CONTROL
 OT0135  ______________________________________________________________________
 OT0135* NAD 83(1986) POSITION- 43 55 26.     (N) 102 09 40.     (W)   SCALED
 OT0135* NAVD 88 ORTHO HEIGHT -   824.775 (meters)     2705.95  (feet) ADJUSTED
 OT0135  ______________________________________________________________________
 OT0135  GEOID HEIGHT    -        -19.274 (meters)                     GEOID18
 OT0135  DYNAMIC HEIGHT  -        824.522 (meters)     2705.12  (feet) COMP
 OT0135  MODELED GRAVITY -    980,283.5   (mgal)                       NAVD 88
 OT0135
 OT0135  VERT ORDER      -  SECOND    CLASS 0
 OT0135
 OT0135.The horizontal coordinates were scaled from a map and have
 OT0135.an estimated accuracy of +/- 6 seconds.
 OT0135
 OT0135.The orthometric height was determined by differential leveling and
 OT0135.adjusted by the NATIONAL GEODETIC SURVEY
 OT0135.in June 1991.
 OT0135
 OT0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0135.GEOID18 height accuracy estimate available here.
 OT0135
 OT0135.Click photographs - Photos may exist for this station.
 OT0135
 OT0135.The dynamic height is computed by dividing the NAVD 88
 OT0135.geopotential number by the normal gravity value computed on the
 OT0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0135.degrees latitude (g = 980.6199 gals.).
 OT0135
 OT0135.The modeled gravity was interpolated from observed gravity values.
 OT0135
 OT0135;                    North         East    Units  Estimated Accuracy
 OT0135;SPC SD S     -   178,310.      453,240.      MT  (+/- 180 meters Scaled)
 OT0135
 OT0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ278673(NAD 83)
 OT0135
 OT0135                          SUPERSEDED SURVEY CONTROL
 OT0135
 OT0135  NGVD 29 (??/??/92)  824.32   (m)         2704.5    (f) COMPUTED    2 0
 OT0135
 OT0135.Superseded values are not recommended for survey control.
 OT0135
 OT0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0135.See file dsdata.pdf to determine how the superseded data were derived.
 OT0135
 OT0135_MARKER: DZ = AZIMUTH MARK DISK
 OT0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0135_STAMPING: D 9 J 1961
 OT0135_MARK LOGO: CGS
 OT0135_PROJECTION: FLUSH
 OT0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0135+STABILITY: SURFACE MOTION
 OT0135
 OT0135  HISTORY     - Date     Condition        Report By
 OT0135  HISTORY     - 1961     MONUMENTED       CGS
 OT0135  HISTORY     - 1962     GOOD             CGS
 OT0135
 OT0135                          STATION DESCRIPTION
 OT0135
 OT0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0135'6.2 MI SW FROM QUINN.
 OT0135'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0135'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0135'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0135'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0135'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.35 MILE
 OT0135'SOUTH ALONG A BLADED DIRT ROAD IN SECTION 35, T 1 S, R 16 E, ON
 OT0135'THE INSIDE OF A CURVE 34 FEET EAST OF THE CENTER LINE OF THE
 OT0135'ROAD, 158 FEET WEST OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS
 OT0135'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 OT0135'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0132 ***********************************************************************
 OT0132  DESIGNATION -  D 9 J RM 1
 OT0132  PID         -  OT0132
 OT0132  STATE/COUNTY-  SD/PENNINGTON
 OT0132  COUNTRY     -  US
 OT0132  USGS QUAD   -  WALL (2017)
 OT0132
 OT0132                         *CURRENT SURVEY CONTROL
 OT0132  ______________________________________________________________________
 OT0132* NAD 83(1986) POSITION- 43 55 43.     (N) 102 09 31.     (W)   SCALED
 OT0132* NAVD 88 ORTHO HEIGHT -   820.895 (meters)     2693.22  (feet) ADJUSTED
 OT0132  ______________________________________________________________________
 OT0132  GEOID HEIGHT    -        -19.282 (meters)                     GEOID18
 OT0132  DYNAMIC HEIGHT  -        820.643 (meters)     2692.39  (feet) COMP
 OT0132  MODELED GRAVITY -    980,284.1   (mgal)                       NAVD 88
 OT0132
 OT0132  VERT ORDER      -  SECOND    CLASS 0
 OT0132
 OT0132.The horizontal coordinates were scaled from a map and have
 OT0132.an estimated accuracy of +/- 6 seconds.
 OT0132
 OT0132.The orthometric height was determined by differential leveling and
 OT0132.adjusted by the NATIONAL GEODETIC SURVEY
 OT0132.in June 1991.
 OT0132
 OT0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0132.GEOID18 height accuracy estimate available here.
 OT0132
 OT0132.Click photographs - Photos may exist for this station.
 OT0132
 OT0132.The dynamic height is computed by dividing the NAVD 88
 OT0132.geopotential number by the normal gravity value computed on the
 OT0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0132.degrees latitude (g = 980.6199 gals.).
 OT0132
 OT0132.The modeled gravity was interpolated from observed gravity values.
 OT0132
 OT0132;                    North         East    Units  Estimated Accuracy
 OT0132;SPC SD S     -   178,830.      453,450.      MT  (+/- 180 meters Scaled)
 OT0132
 OT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ280678(NAD 83)
 OT0132
 OT0132                          SUPERSEDED SURVEY CONTROL
 OT0132
 OT0132  NGVD 29 (??/??/92)  820.44   (m)         2691.7    (f) COMPUTED    2 0
 OT0132
 OT0132.Superseded values are not recommended for survey control.
 OT0132
 OT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0132.See file dsdata.pdf to determine how the superseded data were derived.
 OT0132
 OT0132_MARKER: DR = REFERENCE MARK DISK
 OT0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0132_STAMPING: D 9 J NO 1 1961
 OT0132_MARK LOGO: CGS
 OT0132_PROJECTION: FLUSH
 OT0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0132+STABILITY: SURFACE MOTION
 OT0132
 OT0132  HISTORY     - Date     Condition        Report By
 OT0132  HISTORY     - 1961     MONUMENTED       CGS
 OT0132  HISTORY     - 1962     GOOD             CGS
 OT0132
 OT0132                          STATION DESCRIPTION
 OT0132
 OT0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0132'5.8 MI SW FROM QUINN.
 OT0132'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0132'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0132'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0132'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0132'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD IN SECTION 26,
 OT0132'T 1 S, R 16 E, 110 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OT0132'187 FEET NORTEHAST OF A POWER POLE WITH 2 GUY WIRES, 46.6 FEET
 OT0132'EAST-NORTHEAST OF D 9 J 1961, ABOUT LEVEL WITH THE ROAD, AND
 OT0132'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0132'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0134 ***********************************************************************
 OT0134  DESIGNATION -  D 9 J RM 2
 OT0134  PID         -  OT0134
 OT0134  STATE/COUNTY-  SD/PENNINGTON
 OT0134  COUNTRY     -  US
 OT0134  USGS QUAD   -  WALL (2017)
 OT0134
 OT0134                         *CURRENT SURVEY CONTROL
 OT0134  ______________________________________________________________________
 OT0134* NAD 83(1986) POSITION- 43 55 41.     (N) 102 09 32.     (W)   SCALED
 OT0134* NAVD 88 ORTHO HEIGHT -   821.694 (meters)     2695.84  (feet) ADJUSTED
 OT0134  ______________________________________________________________________
 OT0134  GEOID HEIGHT    -        -19.281 (meters)                     GEOID18
 OT0134  DYNAMIC HEIGHT  -        821.442 (meters)     2695.01  (feet) COMP
 OT0134  MODELED GRAVITY -    980,284.1   (mgal)                       NAVD 88
 OT0134
 OT0134  VERT ORDER      -  SECOND    CLASS 0
 OT0134
 OT0134.The horizontal coordinates were scaled from a map and have
 OT0134.an estimated accuracy of +/- 6 seconds.
 OT0134
 OT0134.The orthometric height was determined by differential leveling and
 OT0134.adjusted by the NATIONAL GEODETIC SURVEY
 OT0134.in June 1991.
 OT0134
 OT0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0134.GEOID18 height accuracy estimate available here.
 OT0134
 OT0134.Click photographs - Photos may exist for this station.
 OT0134
 OT0134.The dynamic height is computed by dividing the NAVD 88
 OT0134.geopotential number by the normal gravity value computed on the
 OT0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0134.degrees latitude (g = 980.6199 gals.).
 OT0134
 OT0134.The modeled gravity was interpolated from observed gravity values.
 OT0134
 OT0134;                    North         East    Units  Estimated Accuracy
 OT0134;SPC SD S     -   178,770.      453,430.      MT  (+/- 180 meters Scaled)
 OT0134
 OT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ280678(NAD 83)
 OT0134
 OT0134                          SUPERSEDED SURVEY CONTROL
 OT0134
 OT0134  NGVD 29 (??/??/92)  821.23   (m)         2694.3    (f) COMPUTED    2 0
 OT0134
 OT0134.Superseded values are not recommended for survey control.
 OT0134
 OT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0134.See file dsdata.pdf to determine how the superseded data were derived.
 OT0134
 OT0134_MARKER: DR = REFERENCE MARK DISK
 OT0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0134_STAMPING: D 9 J NO 2 1961
 OT0134_MARK LOGO: CGS
 OT0134_PROJECTION: FLUSH
 OT0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0134+STABILITY: SURFACE MOTION
 OT0134
 OT0134  HISTORY     - Date     Condition        Report By
 OT0134  HISTORY     - 1961     MONUMENTED       CGS
 OT0134  HISTORY     - 1962     GOOD             CGS
 OT0134
 OT0134                          STATION DESCRIPTION
 OT0134
 OT0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0134'5.8 MI SW FROM QUINN.
 OT0134'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0134'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0134'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0134'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0134'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD IN SECTION 26,
 OT0134'T 1 S, R 16 E, 155 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OT0134'122 FEET NORTH OF A POWER POLE WITH 2 GUY WIRES, 39.4 FEET
 OT0134'SOUTH-SOUTHEAST OF D 9 J 1961, ABOUT LEVEL WITH THE ROAD, AND
 OT0134'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0134'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0028 ***********************************************************************
 QR0028  DESIGNATION -  D 90
 QR0028  PID         -  QR0028
 QR0028  STATE/COUNTY-  SD/BROWN
 QR0028  COUNTRY     -  US
 QR0028  USGS QUAD   -  WESTPORT (2017)
 QR0028
 QR0028                         *CURRENT SURVEY CONTROL
 QR0028  ______________________________________________________________________
 QR0028* NAD 83(1986) POSITION- 45 43 47.     (N) 098 29 48.     (W)   SCALED
 QR0028* NAVD 88 ORTHO HEIGHT -   424.594 (meters)     1393.02  (feet) ADJUSTED
 QR0028  ______________________________________________________________________
 QR0028  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 QR0028  DYNAMIC HEIGHT  -        424.574 (meters)     1392.96  (feet) COMP
 QR0028  MODELED GRAVITY -    980,556.8   (mgal)                       NAVD 88
 QR0028
 QR0028  VERT ORDER      -  FIRST     CLASS II
 QR0028
 QR0028.The horizontal coordinates were scaled from a map and have
 QR0028.an estimated accuracy of +/- 6 seconds.
 QR0028
 QR0028.The orthometric height was determined by differential leveling and
 QR0028.adjusted by the NATIONAL GEODETIC SURVEY
 QR0028.in July 1998.
 QR0028
 QR0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0028.GEOID18 height accuracy estimate available here.
 QR0028
 QR0028.Click photographs - Photos may exist for this station.
 QR0028
 QR0028.The dynamic height is computed by dividing the NAVD 88
 QR0028.geopotential number by the normal gravity value computed on the
 QR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0028.degrees latitude (g = 980.6199 gals.).
 QR0028
 QR0028.The modeled gravity was interpolated from observed gravity values.
 QR0028
 QR0028;                    North         East    Units  Estimated Accuracy
 QR0028;SPC SD N     -   211,830.      717,010.      MT  (+/- 180 meters Scaled)
 QR0028
 QR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR391641(NAD 83)
 QR0028
 QR0028                          SUPERSEDED SURVEY CONTROL
 QR0028
 QR0028  NAVD 88 (06/15/91)  424.581  (m)         1392.98   (f) SUPERSEDED  1 2
 QR0028  NGVD 29 (??/??/92)  424.264  (m)         1391.94   (f) ADJ UNCH    1 2
 QR0028
 QR0028.Superseded values are not recommended for survey control.
 QR0028
 QR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0028.See file dsdata.pdf to determine how the superseded data were derived.
 QR0028
 QR0028_MARKER: DB = BENCH MARK DISK
 QR0028_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QR0028+WITH SETTING: PAVEMENT
 QR0028_SP_SET: LANDING
 QR0028_STAMPING: D 90 1934
 QR0028_MARK LOGO: CGS
 QR0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0028+STABILITY: SURFACE MOTION
 QR0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0028+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 QR0028
 QR0028  HISTORY     - Date     Condition        Report By
 QR0028  HISTORY     - 1934     MONUMENTED       CGS
 QR0028  HISTORY     - 1979     GOOD             NGS
 QR0028  HISTORY     - 19970721 GOOD             NGS
 QR0028
 QR0028                          STATION DESCRIPTION
 QR0028
 QR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0028'AT BARNARD.
 QR0028'AT BARNARD, BROWN COUNTY, AT THE PUBLIC SCHOOL, AT THE SOUTH
 QR0028'FRONT (WEST) ENTRANCE, AND IN THE NORTHWEST CORNER OF THE CONCRETE
 QR0028'FLOOR.  A STANDARD DISK, STAMPED D 90 1934.
 QR0028
 QR0028                          STATION RECOVERY (1979)
 QR0028
 QR0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QR0028'AT THE BARNARD PUBLIC SCHOOL, AT THE SOUTH FRONT (WEST) ENTERANCE IN
 QR0028'THE NORTHWEST CORNER OF CONCRETE ENTERANCE WAY.
 QR0028
 QR0028                          STATION RECOVERY (1997)
 QR0028
 QR0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0028'IN BARNARD, IN THE NORTHWEST CORNER OF THE CONCRETE LANDING AT THE
 QR0028'SOUTH ENTRANCE ON THE WEST SIDE OF THE BARNARD PUBLIC SCHOOL, 35.1 M
 QR0028'(115.2 FT) WEST OF THE CENTER OF A PAVED ROAD, AND 13.1 M (43.0 FT)
 QR0028'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0332 ***********************************************************************
 QQ0332  DESIGNATION -  D 91
 QQ0332  PID         -  QQ0332
 QQ0332  STATE/COUNTY-  SD/MARSHALL
 QQ0332  COUNTRY     -  US
 QQ0332  USGS QUAD   -  BRITTON WEST (2017)
 QQ0332
 QQ0332                         *CURRENT SURVEY CONTROL
 QQ0332  ______________________________________________________________________
 QQ0332* NAD 83(1986) POSITION- 45 47 28.     (N) 097 46 41.     (W)   SCALED
 QQ0332* NAVD 88 ORTHO HEIGHT -   410.109 (meters)     1345.50  (feet) ADJUSTED
 QQ0332  ______________________________________________________________________
 QQ0332  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 QQ0332  DYNAMIC HEIGHT  -        410.090 (meters)     1345.44  (feet) COMP
 QQ0332  MODELED GRAVITY -    980,558.7   (mgal)                       NAVD 88
 QQ0332
 QQ0332  VERT ORDER      -  SECOND    CLASS 0
 QQ0332
 QQ0332.The horizontal coordinates were scaled from a map and have
 QQ0332.an estimated accuracy of +/- 6 seconds.
 QQ0332
 QQ0332.The orthometric height was determined by differential leveling and
 QQ0332.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0332.in June 1991.
 QQ0332
 QQ0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0332.GEOID18 height accuracy estimate available here.
 QQ0332
 QQ0332.Click photographs - Photos may exist for this station.
 QQ0332
 QQ0332.The dynamic height is computed by dividing the NAVD 88
 QQ0332.geopotential number by the normal gravity value computed on the
 QQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0332.degrees latitude (g = 980.6199 gals.).
 QQ0332
 QQ0332.The modeled gravity was interpolated from observed gravity values.
 QQ0332
 QQ0332;                    North         East    Units  Estimated Accuracy
 QQ0332;SPC SD N     -   219,930.      772,750.      MT  (+/- 180 meters Scaled)
 QQ0332
 QQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR949715(NAD 83)
 QQ0332
 QQ0332                          SUPERSEDED SURVEY CONTROL
 QQ0332
 QQ0332  NGVD 29 (??/??/92)  409.82   (m)         1344.6    (f) COMPUTED    2 0
 QQ0332
 QQ0332.Superseded values are not recommended for survey control.
 QQ0332
 QQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0332.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0332
 QQ0332_MARKER: DB = BENCH MARK DISK
 QQ0332_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0332_SP_SET: CULVERT HEADWALL
 QQ0332_STAMPING: D 91 1934
 QQ0332_MARK LOGO: CGS
 QQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0332+STABILITY: SURFACE MOTION
 QQ0332
 QQ0332  HISTORY     - Date     Condition        Report By
 QQ0332  HISTORY     - 1934     MONUMENTED       CGS
 QQ0332
 QQ0332                          STATION DESCRIPTION
 QQ0332
 QQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0332'1.5 MI W FROM BRITTON.
 QQ0332'1.5 MILES WEST OF BRITTON CLINIC AND HOSPITAL, ALONG STATE
 QQ0332'HIGHWAY 10 AT 4 FOOT BY 4 FOOT RCB CULVERT.  250 YARDS EAST OF
 QQ0332'FENCE CORNER SOUTH ON EAST SLOPE.  SET IN CENTER OF SOUTH
 QQ0332'HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0333 ***********************************************************************
 QQ0333  DESIGNATION -  D 91 RESET
 QQ0333  PID         -  QQ0333
 QQ0333  STATE/COUNTY-  SD/MARSHALL
 QQ0333  COUNTRY     -  US
 QQ0333  USGS QUAD   -  BRITTON WEST (2017)
 QQ0333
 QQ0333                         *CURRENT SURVEY CONTROL
 QQ0333  ______________________________________________________________________
 QQ0333* NAD 83(1986) POSITION- 45 47 28.     (N) 097 46 41.     (W)   SCALED
 QQ0333* NAVD 88 ORTHO HEIGHT -   409.21  (meters)     1342.5   (feet) RESET
 QQ0333  ______________________________________________________________________
 QQ0333  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 QQ0333  VERT ORDER      -  THIRD
 QQ0333
 QQ0333.The horizontal coordinates were scaled from a map and have
 QQ0333.an estimated accuracy of +/- 6 seconds.
 QQ0333
 QQ0333.The orthometric height was computed from unverified reset data.
 QQ0333
 QQ0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0333.GEOID18 height accuracy estimate available here.
 QQ0333
 QQ0333.Click photographs - Photos may exist for this station.
 QQ0333
 QQ0333;                    North         East    Units  Estimated Accuracy
 QQ0333;SPC SD N     -   219,930.      772,750.      MT  (+/- 180 meters Scaled)
 QQ0333
 QQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR949715(NAD 83)
 QQ0333
 QQ0333                          SUPERSEDED SURVEY CONTROL
 QQ0333
 QQ0333.No superseded survey control is available for this station.
 QQ0333
 QQ0333_MARKER: DB = BENCH MARK DISK
 QQ0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0333_SP_SET: CULVERT
 QQ0333_STAMPING: D 91 RESET 1947
 QQ0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0333
 QQ0333  HISTORY     - Date     Condition        Report By
 QQ0333  HISTORY     - 1947     MONUMENTED       SDHD
 QQ0333
 QQ0333                          STATION DESCRIPTION
 QQ0333
 QQ0333'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QQ0333'1.5 MI W FROM BRITTON.
 QQ0333'1.5 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HOSPITAL AT
 QQ0333'BRITTON, MARSHALL COUNTY, 250 YARDS EAST OF A FENCE LEADING
 QQ0333'SOUTH, AT A CULVERT, AND IN THE TOP OF THE SOUTH HEAD WALL.  A
 QQ0333'STANDARD DISK, STAMPED D 91 RESET 1947.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0196 ***********************************************************************
 QQ0196  DESIGNATION -  D 92
 QQ0196  PID         -  QQ0196
 QQ0196  STATE/COUNTY-  SD/ROBERTS
 QQ0196  COUNTRY     -  US
 QQ0196  USGS QUAD   -  SISSETON (2017)
 QQ0196
 QQ0196                         *CURRENT SURVEY CONTROL
 QQ0196  ______________________________________________________________________
 QQ0196* NAD 83(1986) POSITION- 45 43 31.     (N) 097 01 12.     (W)   SCALED
 QQ0196* NAVD 88 ORTHO HEIGHT -   359.661 (meters)     1179.99  (feet) ADJUSTED
 QQ0196  ______________________________________________________________________
 QQ0196  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 QQ0196  DYNAMIC HEIGHT  -        359.649 (meters)     1179.95  (feet) COMP
 QQ0196  MODELED GRAVITY -    980,571.3   (mgal)                       NAVD 88
 QQ0196
 QQ0196  VERT ORDER      -  SECOND    CLASS 0
 QQ0196
 QQ0196.The horizontal coordinates were scaled from a map and have
 QQ0196.an estimated accuracy of +/- 6 seconds.
 QQ0196
 QQ0196.The orthometric height was determined by differential leveling and
 QQ0196.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0196.in June 1991.
 QQ0196
 QQ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0196.GEOID18 height accuracy estimate available here.
 QQ0196
 QQ0196.Click photographs - Photos may exist for this station.
 QQ0196
 QQ0196.The dynamic height is computed by dividing the NAVD 88
 QQ0196.geopotential number by the normal gravity value computed on the
 QQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0196.degrees latitude (g = 980.6199 gals.).
 QQ0196
 QQ0196.The modeled gravity was interpolated from observed gravity values.
 QQ0196
 QQ0196;                    North         East    Units  Estimated Accuracy
 QQ0196;SPC SD N     -   214,520.      831,930.      MT  (+/- 180 meters Scaled)
 QQ0196
 QQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR540654(NAD 83)
 QQ0196
 QQ0196                          SUPERSEDED SURVEY CONTROL
 QQ0196
 QQ0196  NGVD 29 (??/??/92)  359.424  (m)         1179.21   (f) ADJ UNCH    2 0
 QQ0196
 QQ0196.Superseded values are not recommended for survey control.
 QQ0196
 QQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0196.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0196
 QQ0196_MARKER: DB = BENCH MARK DISK
 QQ0196_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0196_SP_SET: CULVERT
 QQ0196_STAMPING: D 92 1934
 QQ0196_MARK LOGO: CGS
 QQ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0196+STABILITY: SURFACE MOTION
 QQ0196
 QQ0196  HISTORY     - Date     Condition        Report By
 QQ0196  HISTORY     - 1934     MONUMENTED       CGS
 QQ0196
 QQ0196                          STATION DESCRIPTION
 QQ0196
 QQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0196'5.8 MI N FROM SISSETON.
 QQ0196'5.8 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE MUNICIPAL TOURIST
 QQ0196'PARK AT SISSETON, ROBERTS COUNTY, AT A 3-FOOT CONCRETE CULVERT,
 QQ0196'IN THE SOUTH END OF THE NORTH HEAD WALL, 18 FEET WEST OF THE
 QQ0196'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 QQ0196'HIGHWAY.  A STANDARD DISK, STAMPED D 92 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0143 ***********************************************************************
 QQ0143  DESIGNATION -  D 93
 QQ0143  PID         -  QQ0143
 QQ0143  STATE/COUNTY-  SD/ROBERTS
 QQ0143  COUNTRY     -  US
 QQ0143  USGS QUAD   -  PEEVER NW (2017)
 QQ0143
 QQ0143                         *CURRENT SURVEY CONTROL
 QQ0143  ______________________________________________________________________
 QQ0143* NAD 83(1986) POSITION- 45 39 33.     (N) 096 53 45.     (W)   SCALED
 QQ0143* NAVD 88 ORTHO HEIGHT -   357.641 (meters)     1173.36  (feet) ADJUSTED
 QQ0143  ______________________________________________________________________
 QQ0143  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 QQ0143  DYNAMIC HEIGHT  -        357.628 (meters)     1173.32  (feet) COMP
 QQ0143  MODELED GRAVITY -    980,567.0   (mgal)                       NAVD 88
 QQ0143
 QQ0143  VERT ORDER      -  SECOND    CLASS 0
 QQ0143
 QQ0143.The horizontal coordinates were scaled from a map and have
 QQ0143.an estimated accuracy of +/- 6 seconds.
 QQ0143
 QQ0143.The orthometric height was determined by differential leveling and
 QQ0143.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0143.in June 1991.
 QQ0143
 QQ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0143.GEOID18 height accuracy estimate available here.
 QQ0143
 QQ0143.Click photographs - Photos may exist for this station.
 QQ0143
 QQ0143.The dynamic height is computed by dividing the NAVD 88
 QQ0143.geopotential number by the normal gravity value computed on the
 QQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0143.degrees latitude (g = 980.6199 gals.).
 QQ0143
 QQ0143.The modeled gravity was interpolated from observed gravity values.
 QQ0143
 QQ0143;                    North         East    Units  Estimated Accuracy
 QQ0143;SPC SD N     -   207,540.      841,870.      MT  (+/- 180 meters Scaled)
 QQ0143
 QQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR639583(NAD 83)
 QQ0143
 QQ0143                          SUPERSEDED SURVEY CONTROL
 QQ0143
 QQ0143  NGVD 29 (??/??/92)  357.39   (m)         1172.5    (f) COMPUTED    2 0
 QQ0143
 QQ0143.Superseded values are not recommended for survey control.
 QQ0143
 QQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0143.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0143
 QQ0143_MARKER: DB = BENCH MARK DISK
 QQ0143_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0143_SP_SET: CULVERT
 QQ0143_STAMPING: D 93 1934
 QQ0143_MARK LOGO: CGS
 QQ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0143+STABILITY: SURFACE MOTION
 QQ0143
 QQ0143  HISTORY     - Date     Condition        Report By
 QQ0143  HISTORY     - 1934     MONUMENTED       CGS
 QQ0143  HISTORY     - 20250331 MARK NOT FOUND   LOCSUR
 QQ0143
 QQ0143                          STATION DESCRIPTION
 QQ0143
 QQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0143'7.3 MI NW FROM BROWNS VALLEY.
 QQ0143'7.3 MILES NORTHWEST OF THE DEPOT AT BROWNS VALLEY ALONG STATE
 QQ0143'HIGHWAY 10.  SET IN THE SOUTH END OF THE WEST HEADWALL OF 18
 QQ0143'INCH CONCRETE CULVERT, 21 FEET WEST OF POINT OF INTERSECTION
 QQ0143'OF CROSS ROAD, THENCE 27 FEET SOUTH OF THE CENTER LINE OF THE
 QQ0143'HIGHWAY, AT ROAD LEVEL.
 QQ0143
 QQ0143                          STATION RECOVERY (2025)
 QQ0143
 QQ0143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (GK)
 QQ0143'THE MARK IS PRESUMED GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0364 ***********************************************************************
 PR0364  DESIGNATION -  D 94
 PR0364  PID         -  PR0364
 PR0364  STATE/COUNTY-  SD/HAMLIN
 PR0364  COUNTRY     -  US
 PR0364  USGS QUAD   -  ESTELLINE (2017)
 PR0364
 PR0364                         *CURRENT SURVEY CONTROL
 PR0364  ______________________________________________________________________
 PR0364* NAD 83(1986) POSITION- 44 36 02.     (N) 096 54 17.     (W)   SCALED
 PR0364* NAVD 88 ORTHO HEIGHT -   508.314 (meters)     1667.69  (feet) ADJUSTED
 PR0364  ______________________________________________________________________
 PR0364  GEOID HEIGHT    -        -24.963 (meters)                     GEOID18
 PR0364  DYNAMIC HEIGHT  -        508.238 (meters)     1667.44  (feet) COMP
 PR0364  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 PR0364
 PR0364  VERT ORDER      -  SECOND    CLASS 0
 PR0364
 PR0364.The horizontal coordinates were scaled from a map and have
 PR0364.an estimated accuracy of +/- 6 seconds.
 PR0364
 PR0364.The orthometric height was determined by differential leveling and
 PR0364.adjusted by the NATIONAL GEODETIC SURVEY
 PR0364.in June 1991.
 PR0364
 PR0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0364.GEOID18 height accuracy estimate available here.
 PR0364
 PR0364.Click photographs - Photos may exist for this station.
 PR0364
 PR0364.The dynamic height is computed by dividing the NAVD 88
 PR0364.geopotential number by the normal gravity value computed on the
 PR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0364.degrees latitude (g = 980.6199 gals.).
 PR0364
 PR0364.The modeled gravity was interpolated from observed gravity values.
 PR0364
 PR0364;                    North         East    Units  Estimated Accuracy
 PR0364;SPC SD N     -    89,950.      845,680.      MT  (+/- 180 meters Scaled)
 PR0364
 PR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ662407(NAD 83)
 PR0364
 PR0364                          SUPERSEDED SURVEY CONTROL
 PR0364
 PR0364  NGVD 29 (??/??/92)  508.037  (m)         1666.78   (f) ADJ UNCH    2 0
 PR0364
 PR0364.Superseded values are not recommended for survey control.
 PR0364
 PR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0364.See file dsdata.pdf to determine how the superseded data were derived.
 PR0364
 PR0364_MARKER: DB = BENCH MARK DISK
 PR0364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0364_SP_SET: CULVERT HEADWALL
 PR0364_STAMPING: D 94 1934
 PR0364_MARK LOGO: CGS
 PR0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0364+STABILITY: SURFACE MOTION
 PR0364
 PR0364  HISTORY     - Date     Condition        Report By
 PR0364  HISTORY     - 1934     MONUMENTED       CGS
 PR0364  HISTORY     - 1949     GOOD             CGS
 PR0364
 PR0364                          STATION DESCRIPTION
 PR0364
 PR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0364'1.9 MI N FROM ESTELLINE.
 PR0364'ALONG STATE HIGHWAY 28 AT 6 FOOT CULVERT, 100 FEET SOUTH OF RIGHT
 PR0364'ANGLE TURN TO THE WEST.  SET IN CENTER OF EAST GUARD WALL, 3
 PR0364'FEET ABOVE THE ROAD.
 PR0364
 PR0364                          STATION RECOVERY (1949)
 PR0364
 PR0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PR0364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0511 ***********************************************************************
 PR0511  DESIGNATION -  D 95
 PR0511  PID         -  PR0511
 PR0511  STATE/COUNTY-  SD/KINGSBURY
 PR0511  COUNTRY     -  US
 PR0511  USGS QUAD   -  BADGER (2017)
 PR0511
 PR0511                         *CURRENT SURVEY CONTROL
 PR0511  ______________________________________________________________________
 PR0511* NAD 83(1986) POSITION- 44 22 51.     (N) 097 09 31.     (W)   SCALED
 PR0511* NAVD 88 ORTHO HEIGHT -   556.538 (meters)     1825.91  (feet) ADJUSTED
 PR0511  ______________________________________________________________________
 PR0511  GEOID HEIGHT    -        -25.090 (meters)                     GEOID18
 PR0511  DYNAMIC HEIGHT  -        556.432 (meters)     1825.56  (feet) COMP
 PR0511  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 PR0511
 PR0511  VERT ORDER      -  FIRST     CLASS II
 PR0511
 PR0511.The horizontal coordinates were scaled from a map and have
 PR0511.an estimated accuracy of +/- 6 seconds.
 PR0511
 PR0511.The orthometric height was determined by differential leveling and
 PR0511.adjusted by the NATIONAL GEODETIC SURVEY
 PR0511.in October 1997.
 PR0511
 PR0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0511.GEOID18 height accuracy estimate available here.
 PR0511
 PR0511.Click photographs - Photos may exist for this station.
 PR0511
 PR0511.The dynamic height is computed by dividing the NAVD 88
 PR0511.geopotential number by the normal gravity value computed on the
 PR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0511.degrees latitude (g = 980.6199 gals.).
 PR0511
 PR0511.The modeled gravity was interpolated from observed gravity values.
 PR0511
 PR0511;                    North         East    Units  Estimated Accuracy
 PR0511;SPC SD N     -    64,810.      826,390.      MT  (+/- 180 meters Scaled)
 PR0511
 PR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ466158(NAD 83)
 PR0511
 PR0511                          SUPERSEDED SURVEY CONTROL
 PR0511
 PR0511  NAVD 88 (06/15/91)  556.565  (m)         1826.00   (f) SUPERSEDED  1 2
 PR0511  NGVD 29 (??/??/92)  556.282  (m)         1825.07   (f) ADJ UNCH    1 2
 PR0511
 PR0511.Superseded values are not recommended for survey control.
 PR0511
 PR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0511.See file dsdata.pdf to determine how the superseded data were derived.
 PR0511
 PR0511_MARKER: DB = BENCH MARK DISK
 PR0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0511_STAMPING: D 95 1934
 PR0511_MARK LOGO: CGS
 PR0511_PROJECTION: FLUSH
 PR0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0511+STABILITY: SURFACE MOTION
 PR0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0511+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 PR0511
 PR0511  HISTORY     - Date     Condition        Report By
 PR0511  HISTORY     - 1934     MONUMENTED       CGS
 PR0511  HISTORY     - 19940921 GOOD             NGS
 PR0511
 PR0511                          STATION DESCRIPTION
 PR0511
 PR0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0511'1.7 MI W FROM ARLINGTON.
 PR0511'1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0511'THE INTERSECTION OF U.S. HIGHWAY 14 AND MAIN STREET AT ARLINGTON,
 PR0511'KINGSBURY COUNTY, 3.5 FEET NORTH OF THE MILEPOST 310, 31 FEET
 PR0511'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 5-1/2 FEET
 PR0511'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 95 1934 AND
 PR0511'SET IN THE TOP OF A CONCRETE POST.
 PR0511
 PR0511                          STATION RECOVERY (1994)
 PR0511
 PR0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0511'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 PR0511'IN ARLINGTON, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 PR0511'THENCE 0.7 KM (0.45 MI) NORTH ALONG A GRAVELED ROAD, THENCE 0.9 KM
 PR0511'(0.55 MI) NORTHWESTERLY ALONG THE DAKOTA, MINNESOTA AND EASTERN
 PR0511'RAILROAD, 34.8 M (114.2 FT) NORTHWEST OF RAILROAD MILEPOST 310, 7.9 M
 PR0511'(25.9 FT) NORTHEAST OF THE NEAR RAIL, 1.7 M (5.6 FT) BELOW THE LEVEL
 PR0511'OF THE TRACK, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 PR0511'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0331 ***********************************************************************
 OT0331  DESIGNATION -  D W 3420
 OT0331  PID         -  OT0331
 OT0331  STATE/COUNTY-  SD/CUSTER
 OT0331  COUNTRY     -  US
 OT0331  USGS QUAD   -  BUTCHER HILL (2017)
 OT0331
 OT0331                         *CURRENT SURVEY CONTROL
 OT0331  ______________________________________________________________________
 OT0331* NAD 83(1986) POSITION- 43 40 11.     (N) 103 15 33.     (W)   SCALED
 OT0331* NAVD 88 ORTHO HEIGHT -  1043.667 (meters)     3424.10  (feet) ADJUSTED
 OT0331  ______________________________________________________________________
 OT0331  GEOID HEIGHT    -        -15.915 (meters)                     GEOID18
 OT0331  DYNAMIC HEIGHT  -       1043.252 (meters)     3422.74  (feet) COMP
 OT0331  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 OT0331
 OT0331  VERT ORDER      -  FIRST     CLASS II
 OT0331
 OT0331.The horizontal coordinates were scaled from a map and have
 OT0331.an estimated accuracy of +/- 6 seconds.
 OT0331
 OT0331.The orthometric height was determined by differential leveling and
 OT0331.adjusted by the NATIONAL GEODETIC SURVEY
 OT0331.in June 1991.
 OT0331
 OT0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0331.GEOID18 height accuracy estimate available here.
 OT0331
 OT0331.Click photographs - Photos may exist for this station.
 OT0331
 OT0331.The dynamic height is computed by dividing the NAVD 88
 OT0331.geopotential number by the normal gravity value computed on the
 OT0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0331.degrees latitude (g = 980.6199 gals.).
 OT0331
 OT0331.The modeled gravity was interpolated from observed gravity values.
 OT0331
 OT0331;                    North         East    Units  Estimated Accuracy
 OT0331;SPC SD S     -   152,620.      364,100.      MT  (+/- 180 meters Scaled)
 OT0331
 OT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ403366(NAD 83)
 OT0331
 OT0331                          SUPERSEDED SURVEY CONTROL
 OT0331
 OT0331  NGVD 29 (??/??/92) 1043.163  (m)         3422.44   (f) ADJ UNCH    1 2
 OT0331
 OT0331.Superseded values are not recommended for survey control.
 OT0331
 OT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0331.See file dsdata.pdf to determine how the superseded data were derived.
 OT0331
 OT0331_MARKER: P = PIPE CAP
 OT0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0331_STAMPING: 3420 DW
 OT0331_MARK LOGO: USGS
 OT0331_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0331
 OT0331  HISTORY     - Date     Condition        Report By
 OT0331  HISTORY     - 1898     MONUMENTED       USGS
 OT0331  HISTORY     - 1963     GOOD             CGS
 OT0331
 OT0331                          STATION DESCRIPTION
 OT0331
 OT0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0331'2.6 MI SW FROM FAIRBURN.
 OT0331'ABOUT 2.6 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0331'RAILWAY FROM THE STATION AT FAIRBURN, 54 FEET NORTHWEST OF THE
 OT0331'NORTHWEST RAIL, 42 FEET SOUTHWEST OF A FENCE CORNER, 21 FEET
 OT0331'NORTHWEST OF THE 23RD POLE SOUTHWEST OF MILE POST 65, 3 FEET
 OT0331'NORTHWEST OF A FENCE, 2.6 FEET NORTHWEST OF A METAL WITNESS
 OT0331'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE RAIL, AND ON THE TOP
 OT0331'OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 12 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0551 ***********************************************************************
 QT0551  DESIGNATION -  DAHL
 QT0551  PID         -  QT0551
 QT0551  STATE/COUNTY-  SD/HARDING
 QT0551  COUNTRY     -  US
 QT0551  USGS QUAD   -  DOAKS BUTTE (2018)
 QT0551
 QT0551                         *CURRENT SURVEY CONTROL
 QT0551  ______________________________________________________________________
 QT0551* NAD 83(1996) POSITION- 45 53 06.71124(N) 103 58 42.45614(W)   ADJUSTED
 QT0551* NAVD 88 ORTHO HEIGHT -  1009.6   (meters)     3312.    (feet) VERTCON3
 QT0551  ______________________________________________________________________
 QT0551  GEOID HEIGHT    -        -15.893 (meters)                     GEOID18
 QT0551  LAPLACE CORR    -          3.39  (seconds)                    DEFLEC18
 QT0551  HORZ ORDER      -  FIRST
 QT0551
 QT0551.The horizontal coordinates were established by classical geodetic methods
 QT0551.and adjusted by the National Geodetic Survey in January 1998.
 QT0551
 QT0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0551
 QT0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0551.GEOID18 height accuracy estimate available here.
 QT0551
 QT0551.Click photographs - Photos may exist for this station.
 QT0551
 QT0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0551
 QT0551. The following values were computed from the NAD 83(1996) position.
 QT0551
 QT0551;                    North         East     Units Scale Factor Converg.
 QT0551;SPC SD N     -   235,608.251   291,288.940   MT  1.00004523   -2 48 56.5
 QT0551;SPC SD N     -   772,991.40    955,670.46   sFT  1.00004523   -2 48 56.5
 QT0551;SPC SD N     -   772,991.40    955,670.46   sFT  1.00004523   -2 48 56.5
 QT0551;SPC ND S     -    30,269.240   330,059.105   MT  1.00007192   -2 32 13.7
 QT0551;SPC ND S     -    99,308.53  1,082,871.08   iFT  1.00007192   -2 32 13.7
 QT0551;SPC SD N     -   235,608.251   291,288.940   MT  1.00004523   -2 48 56.5
 QT0551;UTM  13      - 5,081,799.613   579,263.510   MT  0.99967724   +0 44 00.4
 QT0551
 QT0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0551!SPC SD N     -   0.99984425  x   1.00004523  =   0.99988947
 QT0551!SPC ND S     -   0.99984425  x   1.00007192  =   0.99991616
 QT0551!SPC SD N     -   0.99984425  x   1.00004523  =   0.99988947
 QT0551!UTM  13      -   0.99984425  x   0.99967724  =   0.99952154
 QT0551
 QT0551:                Primary Azimuth Mark                     Grid Az
 QT0551:SPC SD N     -  DAHL AZ MK                               029 23 02.9
 QT0551:SPC ND S     -  DAHL AZ MK                               029 06 20.1
 QT0551:SPC SD N     -  DAHL AZ MK                               029 23 02.9
 QT0551:UTM  13      -  DAHL AZ MK                               025 50 06.0
 QT0551
 QT0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL7926381799(NAD 83)
 QT0551
 QT0551|---------------------------------------------------------------------|
 QT0551| PID    Reference Object                     Distance      Geod. Az  |
 QT0551|                                                           dddmmss.s |
 QT0551| CQ8196 DAHL AZ MK                                         0263406.4 |
 QT0551| CQ8197 DAHL RM 1                             5.171 METERS 04059     |
 QT0551| CQ8198 DAHL RM 2                             4.493 METERS 12337     |
 QT0551|---------------------------------------------------------------------|
 QT0551
 QT0551                          SUPERSEDED SURVEY CONTROL
 QT0551
 QT0551  NAD 83(1993)-  45 53 06.70109(N)    103 58 42.45646(W) AD(       ) 1
 QT0551  NAD 83(1992)-  45 53 06.69968(N)    103 58 42.45596(W) AD(       ) 1
 QT0551  NAD 83(1986)-  45 53 06.69297(N)    103 58 42.44344(W) AD(       ) 1
 QT0551  NAD 27      -  45 53 06.69000(N)    103 58 40.68900(W) AD(       ) 1
 QT0551  NGVD 29 (07/19/86) 1009.0    (m)         3310.     (f) VERT ANG       
 QT0551
 QT0551.Superseded values are not recommended for survey control.
 QT0551
 QT0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0551.See file dsdata.pdf to determine how the superseded data were derived.
 QT0551
 QT0551_MARKER: DS = TRIANGULATION STATION DISK
 QT0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0551_STAMPING: DAHL 1949
 QT0551_MARK LOGO: CGS
 QT0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0551+STABILITY: SURFACE MOTION
 QT0551
 QT0551  HISTORY     - Date     Condition        Report By
 QT0551  HISTORY     - 1949     MONUMENTED       CGS
 QT0551  HISTORY     - 1973     GOOD             USGS
 QT0551
 QT0551                          STATION DESCRIPTION
 QT0551
 QT0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 QT0551'STATION IS LOCATED ON THE WEST END OF A RED SHALE BUTTE, ABOUT
 QT0551'30 MILES SOUTH OF MARMARTH, NORTH DAKOTA AND ON LAND OWNED BY
 QT0551'MR. JOHN DAHL.
 QT0551'
 QT0551'TO REACH FROM THE FIRST NATIONAL BANK BUILDING AT THE INTERSECTION
 QT0551'OF THE MAIN STREET IN MARMARTH AND U.S. HIGHWAY 12, GO WEST
 QT0551'ON U.S. HIGHWAY 12 FOR 0.4 MILE TO A FORK, TAKE LEFT FORK AND
 QT0551'FOLLOW MAIN GRADED ROAD SOUTH AND WEST FOR 11.6 MILES TO A
 QT0551'SCHOOL HOUSE ON THE LEFT, CONTINUE SOUTH ON MAIN ROAD FOR 15.0
 QT0551'MILES TO A LARGE STEEL BRIDGE OVER BOX ELDER CREEK, CONTINUE
 QT0551'ON MAIN ROAD FOR 3.7 MILES TO AN OLD SCHOOL HOUSE ON THE LEFT,
 QT0551'CONTINUE ON MAIN ROAD FOR 1.15 MILES TO GATES ON EACH SIDE OF
 QT0551'THE ROAD, ONE ON LEFT LEADS TO A FARM HOUSE, TURN RIGHT THROUGH
 QT0551'GATE AND FOLLOW TRACK ROAD WEST FOR 0.45 MILE TO A GATE ON THE
 QT0551'LEFT, CONTINUE ON TRACK ROAD, SOUTHWEST, FOR 0.8 MILE TO A
 QT0551'GATE IN THE NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AND
 QT0551'GO 0.1 MILE TO TOP OF HILL AND THE AZIMUTH MARK ON THE LEFT,
 QT0551'BEAR LEFT, SOUTH, AND GO 0.3 MILE TO TOP OF RED SHALE BUTTE AND
 QT0551'THE STATION.
 QT0551'
 QT0551'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DAHL 1949.
 QT0551'
 QT0551'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0551'DAHL NO 1 1949.
 QT0551'
 QT0551'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0551'DAHL NO 2 1949.
 QT0551'
 QT0551'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE FROM THE STATION, 25
 QT0551'FEET EAST OF A FORK OF 2 TRACK ROADS AND 4 FEET NORTHWEST OF A
 QT0551'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0551'DAHL 1949.
 QT0551'
 QT0551'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 QT0551'THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 QT0551'
 QT0551'STATIONS ELDER, CUSTER, MONKOTAS, BDY. MON. 360 M, BLASER,
 QT0551'ANTELOPE, DALE, NEBO, CAMEL AND TABLE 1912 ARE VISIBLE FROM THE
 QT0551'GROUND.
 QT0551
 QT0551                          STATION RECOVERY (1973)
 QT0551
 QT0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 QT0551'TO REACH THE STATION FORM THE MAIN STREET AND U.S. HWY. 12 IN
 QT0551'MARMATH, GO WEST ON U.S. HWY. 12 FOR 0.4 MI. TO A GRAVEL ROAD
 QT0551'LEFT LEADING TO CAMP CROOK, SOUTH DAKOTA, TURN LEFT AND GO
 QT0551'SOUTHWEST THEN SOUTH ON MAIN GRAVEL ROAD FOR 11.4 MI. TO A SCHOOL
 QT0551'HOUSE ON THE LEFT, CONTINUE SOUTH ON MAIN GRAVEL ROAD FOR 14.75
 QT0551'MI. TO A LARGE STEEL BRIDGE OVER BOX ELDER CREEK, CONTINUE
 QT0551'SOUTH ON MAIN GRAVEL ROAD FOR 5.4 MI. TO A RANCH ROAD WEST,
 QT0551'TURN RIGHT AND GO WEST ON RANCH ROAD FOR 1.4 MI. TO A BEND,
 QT0551'TURN LEFT ACROSS COUNTRY TO TOP OF WEST HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0930 ***********************************************************************
 QS0930  DESIGNATION -  DALE
 QS0930  PID         -  QS0930
 QS0930  STATE/COUNTY-  SD/CORSON
 QS0930  COUNTRY     -  US
 QS0930  USGS QUAD   -  SKULL BUTTE (2017)
 QS0930
 QS0930                         *CURRENT SURVEY CONTROL
 QS0930  ______________________________________________________________________
 QS0930* NAD 83(1996) POSITION- 45 49 07.98097(N) 101 43 22.80863(W)   ADJUSTED
 QS0930* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0930  ______________________________________________________________________
 QS0930  GEOID HEIGHT    -        -19.873 (meters)                     GEOID18
 QS0930  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 QS0930  HORZ ORDER      -  THIRD
 QS0930
 QS0930.The horizontal coordinates were established by classical geodetic methods
 QS0930.and adjusted by the National Geodetic Survey in January 1998.
 QS0930
 QS0930.The orthometric height was scaled from a topographic map.
 QS0930
 QS0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0930.GEOID18 height accuracy estimate available here.
 QS0930
 QS0930.Click photographs - Photos may exist for this station.
 QS0930
 QS0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0930
 QS0930. The following values were computed from the NAD 83(1996) position.
 QS0930
 QS0930;                    North         East     Units Scale Factor Converg.
 QS0930;SPC SD N     -   222,075.146   466,101.968   MT  1.00002899   -1 13 10.0
 QS0930;SPC SD N     -   728,591.54  1,529,202.87   sFT  1.00002899   -1 13 10.0
 QS0930;UTM  14      - 5,077,530.657   288,466.911   MT  1.00015014   -1 57 12.6
 QS0930
 QS0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0930!SPC SD N     -   0.99989081  x   1.00002899  =   0.99991979
 QS0930!UTM  14      -   0.99989081  x   1.00015014  =   1.00004093
 QS0930
 QS0930:                Primary Azimuth Mark                     Grid Az
 QS0930:SPC SD N     -  DALE AZ MK                               090 59 11.7
 QS0930:UTM  14      -  DALE AZ MK                               091 43 14.3
 QS0930
 QS0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8846677530(NAD 83)
 QS0930
 QS0930|---------------------------------------------------------------------|
 QS0930| PID    Reference Object                     Distance      Geod. Az  |
 QS0930|                                                           dddmmss.s |
 QS0930| CQ8203 DALE RM 1                             9.034 METERS 08929     |
 QS0930| CQ8202 DALE AZ MK                                         0894601.7 |
 QS0930| CQ8204 DALE RM 2                            11.310 METERS 26953     |
 QS0930|---------------------------------------------------------------------|
 QS0930
 QS0930                          SUPERSEDED SURVEY CONTROL
 QS0930
 QS0930  NAD 83(1986)-  45 49 07.97237(N)    101 43 22.80576(W) AD(       ) 3
 QS0930  NAD 27      -  45 49 07.95300(N)    101 43 21.29100(W) AD(       ) 3
 QS0930
 QS0930.Superseded values are not recommended for survey control.
 QS0930
 QS0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0930.See file dsdata.pdf to determine how the superseded data were derived.
 QS0930
 QS0930_MARKER: DS = TRIANGULATION STATION DISK
 QS0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0930_STAMPING: DALE 1952
 QS0930_MARK LOGO: CGS
 QS0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0930+STABILITY: SURFACE MOTION
 QS0930
 QS0930  HISTORY     - Date     Condition        Report By
 QS0930  HISTORY     - 1952     MONUMENTED       CGS
 QS0930  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QS0930
 QS0930                          STATION DESCRIPTION
 QS0930
 QS0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0930'THE STATION IS IN SECTION 35, T 22 N, R 19 E, ON A GRADED DIRT
 QS0930'ROAD RIGHT-OF-WAY, ABOUT 8 MILES SOUTH OF MORRISTOWN, 7-3/4 MILES
 QS0930'SOUTH AND 4-1/4 MILES EAST OF KELDRON, 30 FEET NORTH OF THE
 QS0930'CENTER OF THE GRADED DIRT ROAD, 7 FEET SOUTHEAST OF A 4 X 4
 QS0930'INCH WITNESS POST AND 5 FEET SOUTH OF A WIRE FENCE.
 QS0930'
 QS0930'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MORRISTOWN, GO
 QS0930'SOUTH ON THE MAIN GRADED DIRT ROAD JUST WEST OF THE DEPOT FOR 8.4
 QS0930'MILES TO A T-ROAD, (THE AZIMUTH MARK MAY BE REACHED FROM THIS
 QS0930'POINT BY TURNING LEFT, EAST, FOR 0.25 MILE TO THE MARK ON THE
 QS0930'LEFT), TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE TOP OF THE
 QS0930'HILL AND THE STATION ON THE RIGHT.
 QS0930'
 QS0930'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DALE
 QS0930'1952.
 QS0930'
 QS0930'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTER OF THE GRADED
 QS0930'ROAD AND 5 FEET SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 QS0930'2 INCHES AND THE DISK IS STAMPED DALE-NO 1 1952.
 QS0930'
 QS0930'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTER OF THE GRADED
 QS0930'ROAD AND 5 FEET SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS 6
 QS0930'INCHES AND THE DISK IS STAMPED DALE NO 2 1952.
 QS0930'
 QS0930'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF THE GRADED
 QS0930'ROAD, 4 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST AND 3 FEET
 QS0930'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QS0930'IS STAMPED DALE 1952.
 QS0930'
 QS0930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0930
 QS0930                          STATION RECOVERY (1972)
 QS0930
 QS0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0930'STATION MARK FOUND DESTROYED BY ROAD WORK.
 QS0930'
 QS0930'R.M. 1 DESTROYED BY ROAD WORK.
 QS0930'
 QS0930'R.M. 2 WAS NOT FOUND.
 QS0930'
 QS0930'AZIMUTH MARK IS OK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0527 ***********************************************************************
 OR0527  DESIGNATION -  DALLAS
 OR0527  PID         -  OR0527
 OR0527  STATE/COUNTY-  SD/GREGORY
 OR0527  COUNTRY     -  US
 OR0527  USGS QUAD   -  DIXON SW (2017)
 OR0527
 OR0527                         *CURRENT SURVEY CONTROL
 OR0527  ______________________________________________________________________
 OR0527* NAD 83(1996) POSITION- 43 15 35.02635(N) 099 27 37.05569(W)   ADJUSTED
 OR0527* NAVD 88 ORTHO HEIGHT -   700.552 (meters)     2298.39  (feet) ADJUSTED
 OR0527  ______________________________________________________________________
 OR0527  GEOID HEIGHT    -        -25.692 (meters)                     GEOID18
 OR0527  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 OR0527  DYNAMIC HEIGHT  -        700.288 (meters)     2297.53  (feet) COMP
 OR0527  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 OR0527
 OR0527  HORZ ORDER      -  FIRST
 OR0527  VERT ORDER      -  SECOND    CLASS 0
 OR0527
 OR0527.The horizontal coordinates were established by classical geodetic methods
 OR0527.and adjusted by the National Geodetic Survey in January 1998.
 OR0527
 OR0527.The orthometric height was determined by differential leveling and
 OR0527.adjusted by the NATIONAL GEODETIC SURVEY
 OR0527.in June 1991.
 OR0527
 OR0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0527.GEOID18 height accuracy estimate available here.
 OR0527
 OR0527.Click photographs - Photos may exist for this station.
 OR0527
 OR0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0527
 OR0527.The dynamic height is computed by dividing the NAVD 88
 OR0527.geopotential number by the normal gravity value computed on the
 OR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0527.degrees latitude (g = 980.6199 gals.).
 OR0527
 OR0527.The modeled gravity was interpolated from observed gravity values.
 OR0527
 OR0527. The following values were computed from the NAD 83(1996) position.
 OR0527
 OR0527;                    North         East     Units Scale Factor Converg.
 OR0527;SPC SD S     -   103,286.781   670,881.424   MT  0.99992635   +0 36 08.2
 OR0527;SPC SD S     -   338,866.71  2,201,050.14   sFT  0.99992635   +0 36 08.2
 OR0527;UTM  14      - 4,789,760.819   462,640.644   MT  0.99961717   -0 18 55.6
 OR0527
 OR0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0527!SPC SD S     -   0.99989418  x   0.99992635  =   0.99982054
 OR0527!UTM  14      -   0.99989418  x   0.99961717  =   0.99951139
 OR0527
 OR0527:                Primary Azimuth Mark                     Grid Az
 OR0527:SPC SD S     -  GREGORY MUNICIPAL RES OR TANK            136 20 47.1
 OR0527:UTM  14      -  GREGORY MUNICIPAL RES OR TANK            137 15 50.9
 OR0527
 OR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6264089760(NAD 83)
 OR0527
 OR0527|---------------------------------------------------------------------|
 OR0527| PID    Reference Object                     Distance      Geod. Az  |
 OR0527|                                                           dddmmss.s |
 OR0527| OR0896 BURKE CATHOLIC CHURCH SPIRE         APPROX.16.4 KM 1220604.2 |
 OR0527| OR0895 BURKE MUNICIPAL TANK                APPROX.16.2 KM 1225510.9 |
 OR0527| OR0899 GREGORY MUNICIPAL RES OR TANK       APPROX. 3.0 KM 1365655.3 |
 OR0527| OR0902 GREGORY METHODIST CHURCH SPIRE      APPROX. 3.9 KM 1442150.8 |
 OR0527| OR0901 GREGORY CATH CH OF ST JOSEPH        APPROX. 3.9 KM 1445706.6 |
 OR0527| OR0526 DALLAS AZ MK                                       1563716.9 |
 OR0527| OR0528 DALLAS RM 1                          20.757 METERS 16012     |
 OR0527| OR0915 PAXTON CATH CH WHITE CUPOLA         APPROX.20.6 KM 1964619.5 |
 OR0527| OR0529 DALLAS RM 2                          37.369 METERS 22459     |
 OR0527| OR0914 DALLAS CATH CH BELFRY BASE FP       APPROX. 5.4 KM 2380923.9 |
 OR0527| OR0913 DALLAS MUNICIPAL TANK               APPROX. 5.4 KM 2382733.3 |
 OR0527| OR0910 COLOME CHURCH CUPOLA                APPROX.21.0 KM 2701424.6 |
 OR0527| OR0909 COLOME MUNICIPAL TANK               APPROX.21.2 KM 2701932.5 |
 OR0527|---------------------------------------------------------------------|
 OR0527
 OR0527                          SUPERSEDED SURVEY CONTROL
 OR0527
 OR0527  NAD 83(1995)-  43 15 35.02591(N)    099 27 37.05655(W) AD(       ) 1
 OR0527  NAD 83(1986)-  43 15 35.03242(N)    099 27 37.06173(W) AD(       ) 1
 OR0527  NAD 27      -  43 15 35.03000(N)    099 27 35.67800(W) AD(       ) 1
 OR0527  NGVD 29             700.21   (m)         2297.3    (f) LEVELING    3  
 OR0527
 OR0527.Superseded values are not recommended for survey control.
 OR0527
 OR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0527.See file dsdata.pdf to determine how the superseded data were derived.
 OR0527
 OR0527_MARKER: DS = TRIANGULATION STATION DISK
 OR0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0527_STAMPING: DALLAS 1934
 OR0527_MARK LOGO: CGS
 OR0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0527+STABILITY: SURFACE MOTION
 OR0527
 OR0527  HISTORY     - Date     Condition        Report By
 OR0527  HISTORY     - 1934     MONUMENTED       CGS
 OR0527  HISTORY     - 1934     GOOD             CGS
 OR0527  HISTORY     - 1936     GOOD             CGS
 OR0527  HISTORY     - 1940     GOOD             CGS
 OR0527
 OR0527                          STATION DESCRIPTION
 OR0527
 OR0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0527'STATION IS LOCATED 1/4 MILE SOUTH OF CENTER OF SEC. 4, T. 98
 OR0527'N., R. 73 W., 3 MILES EAST-NORTHEAST OF DALLAS, 2-1/2 MILES
 OR0527'NORTHWEST OF GREGORY, IN EDENS TOWNSHIP.
 OR0527'
 OR0527'REACHED FROM THE FIRST CROSSROADS JUST SOUTH OF GREGORY CITY
 OR0527'WATER TANKS, ON THE IONA ROAD, AND STORE IN SOUTHWEST ANGLE,
 OR0527'BY GOING WEST AND NORTH ON DIRT ROAD.  GO WEST AND NORTH 1.15
 OR0527'MILE TO LEFT FORK, CONTINUE STRAIGHT AHEAD (NORTH) 1 MILE AND
 OR0527'TURN WEST ON T-ROAD.  PROCEED WEST 0.8 MILE AND TURN RIGHT INTO
 OR0527'FARMYARD OF MR. J.F. CARNEY.  GO ACROSS YARD TO A FENCE LANE,
 OR0527'FOLLOW IT TO THE END AND THEN BEAR LEFT TO TOP OF HILL AND
 OR0527'STATION, 0.15 MILE.  MARK IS SET ON THE HIGHEST POINT, 199
 OR0527'FEET NORTH OF EAST-WEST FENCE, 40 FEET WEST OF EDGE OF EAST
 OR0527'SLOPE, AND 96 FEET SOUTH OF ROCK LEDGE ON NORTH SLOPE OF
 OR0527'HILL.  MARKS AS DESCRIBED.
 OR0527'
 OR0527'REFERENCE MARK NO. 1 IS 29 FEET WEST OF EDGE OF EAST SLOPE,
 OR0527'133 FEET NORTH OF EAST-WEST FENCE.
 OR0527'
 OR0527'REFERENCE MARK NO. 2 IS 117 FEET NORTH OF FENCE AT SOUTHEAST
 OR0527'END OF SPINE OF RIDGE RUNNING NORTHWEST.  REFERENCE
 OR0527'MARK NO. 1 TO REFERENCE MARK NO. 2 IS 34.167 METERS (112.10
 OR0527'FEET).
 OR0527'
 OR0527'AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH-SOUTHEAST OF STATION.
 OR0527'TO REACH FROM DRIVEWAY AT THE CARNEY HOUSE, GO EAST 0.2 MILE,
 OR0527'THENCE SOUTH 0.3 MILE.  MARK IS 30 FEET WEST OF CENTERLINE OF
 OR0527'ROAD IN FENCE LINE, 8 FEET NORTH OF TELEPHONE POLE.
 OR0527'
 OR0527'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OR0527
 OR0527                          STATION RECOVERY (1934)
 OR0527
 OR0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0527'0.4 MI N FROM GREGORY.
 OR0527'ABOUT 0.4 MILE NORTH ALONG THE MAIN STREET FROM THE POST
 OR0527'OFFICE AT GREGORY, GREGORY COUNTY, THENCE ABOUT 1.4 MILES
 OR0527'WEST ALONG A MAIN-TRAVELED ROAD, THENCE ABOUT 1.1 MILES NORTH
 OR0527'ALONG A ROAD, THENCE ABOUT 0.2 MILE WEST ALONG A ROAD LEADING
 OR0527'TO THE CARNEY FARM, THENCE NORTH THROUGH A BARNYARD AND A GATE
 OR0527'AT THE SOUTHEAST CORNER OF THE BARN, THENCE ABOUT 0.1 MILE NORTH
 OR0527'ALONG A LANE, AND THENCE ABOUT 0.1 MILE NORTHWEST ACROSS A
 OR0527'PASTURE, AND AT THE TOP OF A KNOLL.  A STANDARD
 OR0527'TRIANGULATION-STATION DISK, STAMPED DALLAS 1934 AND SET IN THE
 OR0527'TOP OF A CONCRETE POST.
 OR0527
 OR0527                          STATION RECOVERY (1936)
 OR0527
 OR0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0527'STATION AS DESCRIBED IN 1934 AND ALL MARKS FOUND IN GOOD
 OR0527'CONDITION, HOWEVER THERE WAS A SMALL ERROR IN THE MEASUREMENT
 OR0527'TO REFERENCE MARK NO. 2 AS NOTED BELOW IN THE LIST OF DIRECTIONS.
 OR0527'
 OR0527'TO REACH STATION FROM GREGORY, GO NORTH ON MAIN STREET FROM
 OR0527'THE COMMERCIAL STATE BANK FOR 0.4 MILE, TURN WEST AND GO 1.3
 OR0527'MILES TO FORK IN ROAD, TAKE RIGHT FORK AND GO NORTH 1.1 MILES
 OR0527'TO LANE LEADING WEST, GO WEST ON LANE 0.2 MILE TO HOUSE AND
 OR0527'BARNS ON RIGHT, TURN NORTH, GO THROUGH GATE AT BARN FOR 0.1
 OR0527'MILE TO GATE, PASS THROUGH GATE AND GO 0.2 MILE NORTHEAST
 OR0527'ACROSS PASTURE TO TOP OF KNOLL AND STATION, 195 FEET NORTH OF
 OR0527'EAST-WEST FENCE, 11 PACES WEST OF EAST EDGE OF KNOLL, 14 PACES
 OR0527'SOUTH OF NORTH EDGE OF KNOLL, AND 6 PACES SOUTHEAST OF SMALL
 OR0527'OUTCROPPING BEDROCK.  MARK PROJECTS ABOUT 4 INCHES.
 OR0527'
 OR0527'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION.  MARK
 OR0527'PROJECTS ABOUT 5 INCHES.
 OR0527'
 OR0527'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  MARK
 OR0527'PROJECTS ABOUT 5 INCHES.  REFERENCE MARK NO. 1 TO REFERENCE
 OR0527'MARK NO. 2, 112.07 FEET.
 OR0527'
 OR0527'NO OBSERVATIONS WERE TAKEN TO THE AZIMUTH MARK.  AZIMUTH MARK IS
 OR0527'APPROXIMATELY 0.7 MILE SOUTH-SOUTHEAST OF STATION, REACHED FROM
 OR0527'THE DRIVEWAY OF THE CARNEY HOUSE (JUST SOUTH OF STATION), GO EAST
 OR0527'0.2 MILE, TURN SOUTH GO 0.3 MILE TO MARK SET 30 FEET WEST OF
 OR0527'CENTERLINE OF ROAD IN FENCE LINE, AND 8 FEET NORTH OF TELEPHONE
 OR0527'POLE.
 OR0527'
 OR0527'LINES TO STATIONS DICKENS, THOMAS, COLOME, VISIBLE FROM THE
 OR0527'GROUND.  64-FOOT TOWER REQUIRED TO ALL OTHER LINES.
 OR0527
 OR0527                          STATION RECOVERY (1940)
 OR0527
 OR0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0526 ***********************************************************************
 OR0526  DESIGNATION -  DALLAS AZ MK
 OR0526  PID         -  OR0526
 OR0526  STATE/COUNTY-  SD/GREGORY
 OR0526  COUNTRY     -  US
 OR0526  USGS QUAD   -  DIXON SW (2017)
 OR0526
 OR0526                         *CURRENT SURVEY CONTROL
 OR0526  ______________________________________________________________________
 OR0526* NAD 83(1986) POSITION- 43 15 03.     (N) 099 27 18.     (W)   SCALED
 OR0526* NAVD 88 ORTHO HEIGHT -   686.328 (meters)     2251.73  (feet) ADJUSTED
 OR0526  ______________________________________________________________________
 OR0526  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 OR0526  DYNAMIC HEIGHT  -        686.068 (meters)     2250.87  (feet) COMP
 OR0526  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 OR0526
 OR0526  VERT ORDER      -  SECOND    CLASS 0
 OR0526
 OR0526.The horizontal coordinates were scaled from a map and have
 OR0526.an estimated accuracy of +/- 6 seconds.
 OR0526
 OR0526.The orthometric height was determined by differential leveling and
 OR0526.adjusted by the NATIONAL GEODETIC SURVEY
 OR0526.in June 1991.
 OR0526
 OR0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0526.GEOID18 height accuracy estimate available here.
 OR0526
 OR0526.Click photographs - Photos may exist for this station.
 OR0526
 OR0526.The dynamic height is computed by dividing the NAVD 88
 OR0526.geopotential number by the normal gravity value computed on the
 OR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0526.degrees latitude (g = 980.6199 gals.).
 OR0526
 OR0526.The modeled gravity was interpolated from observed gravity values.
 OR0526
 OR0526;                    North         East    Units  Estimated Accuracy
 OR0526;SPC SD S     -   102,300.      671,320.      MT  (+/- 180 meters Scaled)
 OR0526
 OR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN630887(NAD 83)
 OR0526
 OR0526                          SUPERSEDED SURVEY CONTROL
 OR0526
 OR0526.No superseded survey control is available for this station.
 OR0526
 OR0526_MARKER: DZ = AZIMUTH MARK DISK
 OR0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0526_STAMPING: DALLAS AZI 1934
 OR0526_MARK LOGO: CGS
 OR0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0526+STABILITY: SURFACE MOTION
 OR0526
 OR0526  HISTORY     - Date     Condition        Report By
 OR0526  HISTORY     - 1934     MONUMENTED       CGS
 OR0526  HISTORY     - 1940     GOOD             CGS
 OR0526
 OR0526                          STATION DESCRIPTION
 OR0526
 OR0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0526'4 MI N FROM GREGORY.
 OR0526'ABOUT 0.4 MILE NORTH ALONG THE MAIN STREET FROM THE POST
 OR0526'OFFICE AT GREGORY, GREGORY COUNTY, THENCE ABOUT 4.1 MILES
 OR0526'WEST ALONG A MAIN-TRAVELED ROAD, AND THENCE ABOUT 0.8 MILE
 OR0526'NORTH ALONG A ROAD, ABOUT 0.7 MILE SOUTH-SOUTHEAST OF
 OR0526'TRIANGULATION STATION DALLAS, DESCRIBED BELOW, 29.0 FEET WEST
 OR0526'OF THE CENTER LINE OF THE ROAD, 8.9 FEET NORTH OF A POLE, 0.9
 OR0526'FOOT NORTH OF A WHITE REFERENCE POST, AND ABOUT 2 INCHES UNDER
 OR0526'GROUND. A STANDARD AZIMUTH-MARK DISK, STAMPED DALLAS AZI 1934
 OR0526'AND SET IN THE TOP OF A CONCRETE POST.
 OR0526
 OR0526                          STATION RECOVERY (1940)
 OR0526
 OR0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0914 ***********************************************************************
 OR0914  DESIGNATION -  DALLAS CATH CH BELFRY BASE FP
 OR0914  PID         -  OR0914
 OR0914  STATE/COUNTY-  SD/GREGORY
 OR0914  COUNTRY     -  US
 OR0914  USGS QUAD   -  DALLAS (2017)
 OR0914
 OR0914                         *CURRENT SURVEY CONTROL
 OR0914  ______________________________________________________________________
 OR0914* NAD 83(1996) POSITION- 43 14 02.21681(N) 099 31 01.32101(W)   ADJUSTED
 OR0914  ______________________________________________________________________
 OR0914  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 OR0914  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 OR0914  HORZ ORDER      -  THIRD
 OR0914
 OR0914.The horizontal coordinates were established by classical geodetic methods
 OR0914.and adjusted by the National Geodetic Survey in January 1998.
 OR0914
 OR0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0914.GEOID18 height accuracy estimate available here.
 OR0914
 OR0914.Click photographs - Photos may exist for this station.
 OR0914
 OR0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0914
 OR0914. The following values were computed from the NAD 83(1996) position.
 OR0914
 OR0914;                    North         East     Units Scale Factor Converg.
 OR0914;SPC SD S     -   100,376.133   666,303.020   MT  0.99992925   +0 33 47.3
 OR0914;SPC SD S     -   329,317.36  2,186,029.16   sFT  0.99992925   +0 33 47.3
 OR0914;UTM  14      - 4,786,924.733   458,017.646   MT  0.99962168   -0 21 15.0
 OR0914
 OR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5801786924(NAD 83)
 OR0914
 OR0914                          SUPERSEDED SURVEY CONTROL
 OR0914
 OR0914  NAD 83(1995)-  43 14 02.21625(N)    099 31 01.32150(W) AD(       ) 3
 OR0914  NAD 83(1986)-  43 14 02.22391(N)    099 31 01.32630(W) AD(       ) 3
 OR0914  NAD 27      -  43 14 02.22000(N)    099 30 59.93800(W) AD(       ) 3
 OR0914
 OR0914.Superseded values are not recommended for survey control.
 OR0914
 OR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0914.See file dsdata.pdf to determine how the superseded data were derived.
 OR0914
 OR0914_MARKER: 75 = BELFRY
 OR0914
 OR0914  HISTORY     - Date     Condition        Report By
 OR0914  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0914
 OR0914                          STATION DESCRIPTION
 OR0914
 OR0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0914'POINT OBSERVED UPON IS BASE OF FLAGPOLE ON TOP OF BELFRY.
 OR0914'CATHOLIC CHURCH IS A RED BRICK BUILDING WITH SHUTTERED HEXAGONAL
 OR0914'BELFRY.  LOCATED AT SOUTH END OF MAIN STREET ON SOUTH SIDE OF
 OR0914'U.S. HIGHWAY 18 AND ABOUT 200 FEET SOUTHEAST OF MUNICIPAL WATER
 OR0914'TANK.
 OR0914'
 OR0914'OBSERVED UPON FROM STATIONS DALLAS, DIXON, IONA, AND DICKENS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0913 ***********************************************************************
 OR0913  DESIGNATION -  DALLAS MUNICIPAL TANK
 OR0913  PID         -  OR0913
 OR0913  STATE/COUNTY-  SD/GREGORY
 OR0913  COUNTRY     -  US
 OR0913  USGS QUAD   -  DALLAS (2017)
 OR0913
 OR0913                         *CURRENT SURVEY CONTROL
 OR0913  ______________________________________________________________________
 OR0913* NAD 83(1996) POSITION- 43 14 02.84469(N) 099 31 02.34914(W)   ADJUSTED
 OR0913  ______________________________________________________________________
 OR0913  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 OR0913  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 OR0913  HORZ ORDER      -  THIRD
 OR0913
 OR0913.The horizontal coordinates were established by classical geodetic methods
 OR0913.and adjusted by the National Geodetic Survey in January 1998.
 OR0913
 OR0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0913.GEOID18 height accuracy estimate available here.
 OR0913
 OR0913.Click photographs - Photos may exist for this station.
 OR0913
 OR0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0913
 OR0913. The following values were computed from the NAD 83(1996) position.
 OR0913
 OR0913;                    North         East     Units Scale Factor Converg.
 OR0913;SPC SD S     -   100,395.280   666,279.634   MT  0.99992923   +0 33 46.5
 OR0913;SPC SD S     -   329,380.18  2,185,952.43   sFT  0.99992923   +0 33 46.5
 OR0913;UTM  14      - 4,786,944.245   457,994.576   MT  0.99962170   -0 21 15.7
 OR0913
 OR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5799486944(NAD 83)
 OR0913
 OR0913                          SUPERSEDED SURVEY CONTROL
 OR0913
 OR0913  NAD 83(1995)-  43 14 02.84419(N)    099 31 02.34959(W) AD(       ) 3
 OR0913  NAD 83(1986)-  43 14 02.85154(N)    099 31 02.35474(W) AD(       ) 3
 OR0913  NAD 27      -  43 14 02.84700(N)    099 31 00.96500(W) AD(       ) 3
 OR0913
 OR0913.Superseded values are not recommended for survey control.
 OR0913
 OR0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0913.See file dsdata.pdf to determine how the superseded data were derived.
 OR0913
 OR0913_MARKER: 53 = ELEVATED TANK
 OR0913
 OR0913  HISTORY     - Date     Condition        Report By
 OR0913  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0913  HISTORY     - 1936     GOOD             CGS
 OR0913
 OR0913                          STATION DESCRIPTION
 OR0913
 OR0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0913'POINT OBSERVED UPON WAS FINIAL OF BLACK STEEL WATER TANK, LOCATED
 OR0913'AT SOUTH END OF MAIN STREET, IN THE CENTER OF U.S. HIGHWAY 18,
 OR0913'APPROXIMATELY 100 FEET HIGH.
 OR0913'
 OR0913'OBSERVED UPON FROM STATIONS DICKENS, DALLAS, DIXON, IONA, SPRING.
 OR0913
 OR0913                          STATION RECOVERY (1936)
 OR0913
 OR0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0913'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK, MUNICIPAL WATER
 OR0913'TANK OF DALLAS, LOCATED IN THE CENTER OF U.S. HIGHWAY 18, AT THE
 OR0913'SOUTH EDGE OF TOWN, APPROXIMATELY 80 FEET HIGH.
 OR0913'
 OR0913'OBSERVED UPON FROM TRIANGULATION STATIONS COLOME, THOMAS, DALLAS,
 OR0913'DICKENS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0528 ***********************************************************************
 OR0528  DESIGNATION -  DALLAS RM 1
 OR0528  PID         -  OR0528
 OR0528  STATE/COUNTY-  SD/GREGORY
 OR0528  COUNTRY     -  US
 OR0528  USGS QUAD   -  DIXON SW (2017)
 OR0528
 OR0528                         *CURRENT SURVEY CONTROL
 OR0528  ______________________________________________________________________
 OR0528* NAD 83(1986) POSITION- 43 15 34.39   (N) 099 27 36.74   (W)   HD_HELD1
 OR0528* NAVD 88 ORTHO HEIGHT -   699.433 (meters)     2294.72  (feet) ADJUSTED
 OR0528  ______________________________________________________________________
 OR0528  GEOID HEIGHT    -        -25.692 (meters)                     GEOID18
 OR0528  DYNAMIC HEIGHT  -        699.170 (meters)     2293.86  (feet) COMP
 OR0528  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 OR0528
 OR0528  VERT ORDER      -  SECOND    CLASS 0
 OR0528
 OR0528.The horizontal coordinates were determined by differentially corrected
 OR0528.hand held GPS observations or other comparable positioning techniques
 OR0528.and have an estimated accuracy of +/- 3 meters.
 OR0528
 OR0528.The orthometric height was determined by differential leveling and
 OR0528.adjusted by the NATIONAL GEODETIC SURVEY
 OR0528.in June 1991.
 OR0528
 OR0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0528.GEOID18 height accuracy estimate available here.
 OR0528
 OR0528.Click photographs - Photos may exist for this station.
 OR0528
 OR0528.The dynamic height is computed by dividing the NAVD 88
 OR0528.geopotential number by the normal gravity value computed on the
 OR0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0528.degrees latitude (g = 980.6199 gals.).
 OR0528
 OR0528.The modeled gravity was interpolated from observed gravity values.
 OR0528
 OR0528;                    North         East    Units  Estimated Accuracy
 OR0528;SPC SD S     -   103,267.2     670,888.8     MT  (+/- 3 meters HH1 GPS) 
 OR0528
 OR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6264789741(NAD 83)
 OR0528
 OR0528                          SUPERSEDED SURVEY CONTROL
 OR0528
 OR0528.No superseded survey control is available for this station.
 OR0528
 OR0528_MARKER: DR = REFERENCE MARK DISK
 OR0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0528_STAMPING: DALLAS NO 1 1934
 OR0528_MARK LOGO: CGS
 OR0528_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0528+STABILITY: SURFACE MOTION
 OR0528
 OR0528  HISTORY     - Date     Condition        Report By
 OR0528  HISTORY     - 1934     MONUMENTED       CGS
 OR0528
 OR0528                          STATION DESCRIPTION
 OR0528
 OR0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0528'0.4 MI N FROM GREGORY.
 OR0528'ABOUT 0.4 MILE NORTH ALONG THE MAIN STREET FROM THE POST
 OR0528'OFFICE AT GREGORY, GREGORY COUNTY, THENCE ABOUT 1.4 MILES WEST
 OR0528'ALONG A MAIN-TRAVELED RAOD, THENCE ABOUT 1.1 MILES NORTH ALONG
 OR0528'A ROAD, THENCE ABOUT 0.2 MILE WEST ALONG A ROAD LEADING TO THE
 OR0528'CARNEY FARM, THENCE NORTH THROUGH A BARNYARD AND A GATE AT THE
 OR0528'SOUTHEAST CORNER OF THE BARN, THENCE ABOUT 0.1 MILE NORTH
 OR0528'ALONG A LANE, AND THENCE ABOUT 0.1 MILE NORTHWEST ACROSS A
 OR0528'PASTURE, ABOUT 133 FEET NORTH OF AN EAST-AND-WEST FENCE, 68.2
 OR0528'FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION DALLAS, DESCRIBED
 OR0528'ABOVE, AND 29 FEET WEST OF THE EGE OF THE EAST SLOPE OF A KNOLL.
 OR0528'A STANDARD REFERENCE-MARK DISK, STAMPED DALLAS NO 1 1934 AND
 OR0528'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OR0528'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0529 ***********************************************************************
 OR0529  DESIGNATION -  DALLAS RM 2
 OR0529  PID         -  OR0529
 OR0529  STATE/COUNTY-  SD/GREGORY
 OR0529  COUNTRY     -  US
 OR0529  USGS QUAD   -  DIXON SW (2017)
 OR0529
 OR0529                         *CURRENT SURVEY CONTROL
 OR0529  ______________________________________________________________________
 OR0529* NAD 83(1986) POSITION- 43 15 34.17   (N) 099 27 38.23   (W)   HD_HELD1
 OR0529* NAVD 88 ORTHO HEIGHT -   699.337 (meters)     2294.41  (feet) ADJUSTED
 OR0529  ______________________________________________________________________
 OR0529  GEOID HEIGHT    -        -25.691 (meters)                     GEOID18
 OR0529  DYNAMIC HEIGHT  -        699.074 (meters)     2293.55  (feet) COMP
 OR0529  MODELED GRAVITY -    980,221.3   (mgal)                       NAVD 88
 OR0529
 OR0529  VERT ORDER      -  SECOND    CLASS 0
 OR0529
 OR0529.The horizontal coordinates were determined by differentially corrected
 OR0529.hand held GPS observations or other comparable positioning techniques
 OR0529.and have an estimated accuracy of +/- 3 meters.
 OR0529
 OR0529.The orthometric height was determined by differential leveling and
 OR0529.adjusted by the NATIONAL GEODETIC SURVEY
 OR0529.in June 1991.
 OR0529
 OR0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0529.GEOID18 height accuracy estimate available here.
 OR0529
 OR0529.Click photographs - Photos may exist for this station.
 OR0529
 OR0529.The dynamic height is computed by dividing the NAVD 88
 OR0529.geopotential number by the normal gravity value computed on the
 OR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0529.degrees latitude (g = 980.6199 gals.).
 OR0529
 OR0529.The modeled gravity was interpolated from observed gravity values.
 OR0529
 OR0529;                    North         East    Units  Estimated Accuracy
 OR0529;SPC SD S     -   103,260.1     670,855.2     MT  (+/- 3 meters HH1 GPS) 
 OR0529
 OR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6261489734(NAD 83)
 OR0529
 OR0529                          SUPERSEDED SURVEY CONTROL
 OR0529
 OR0529.No superseded survey control is available for this station.
 OR0529
 OR0529_MARKER: DR = REFERENCE MARK DISK
 OR0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0529_STAMPING: DALLAS NO 2 1934
 OR0529_MARK LOGO: CGS
 OR0529_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0529+STABILITY: SURFACE MOTION
 OR0529
 OR0529  HISTORY     - Date     Condition        Report By
 OR0529  HISTORY     - 1934     MONUMENTED       CGS
 OR0529
 OR0529                          STATION DESCRIPTION
 OR0529
 OR0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0529'0.4 MI N FROM GREGORY.
 OR0529'ABOUT 0.4 MILE NORTH ALONG THE MAIN STREET FROM THE POST
 OR0529'OFFICE AT GREGORY, GREGORY COUNTY, THENCE ABOUT 1.4 MILES
 OR0529'WEST ALONG A MAIN-TRAVELED ROAD, THENCE ABOUT 1.1 MILES NORTH
 OR0529'ALONG A ROAD, THENCE ABOUT 0.2 MILE WEST ALONG A ROAD LEADING
 OR0529'TO THE CARNEY FARM, THENCE NORTH THROUGH A BARNYARD AND A GATE
 OR0529'AT THE SOUTHEAST CORNER OF THE BARN, THENCE ABOUT 0.1 MILE NORTH
 OR0529'ALONG A LANE, AND THENCE ABOUT 0.1 MILE NORTHWEST ACROSS A
 OR0529'PASTURE, ABOUT 122.7 FEET SOUTHWEST OF TRIANGULATION STATION
 OR0529'DALLAS, DESCRIBED ABOVE, AND ABOUT 117 FEET NORTH OF A FENCE
 OR0529'AT THE SOUTHEAST END OF THE SPINE OF A NORTH-AND-WEST RIDGE.
 OR0529'A STANDARD REFERENCE-MARK DISK, STAMPED DALLAS NO 2 1934 AND
 OR0529'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OR0529'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0635 ***********************************************************************
 QR0635  DESIGNATION -  DAN ET
 QR0635  PID         -  QR0635
 QR0635  STATE/COUNTY-  SD/EDMUNDS
 QR0635  COUNTRY     -  US
 QR0635  USGS QUAD   -  LEOLA SW (2017)
 QR0635
 QR0635                         *CURRENT SURVEY CONTROL
 QR0635  ______________________________________________________________________
 QR0635* NAD 83(1996) POSITION- 45 33 59.06339(N) 098 55 28.49546(W)   ADJUSTED
 QR0635* NAVD 88 ORTHO HEIGHT -   457.8   (meters)     1502.    (feet) VERTCON3
 QR0635  ______________________________________________________________________
 QR0635  GEOID HEIGHT    -        -23.733 (meters)                     GEOID18
 QR0635  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 QR0635  HORZ ORDER      -  SECOND
 QR0635
 QR0635.The horizontal coordinates were established by classical geodetic methods
 QR0635.and adjusted by the National Geodetic Survey in January 1998.
 QR0635
 QR0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0635
 QR0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0635.GEOID18 height accuracy estimate available here.
 QR0635
 QR0635.Click photographs - Photos may exist for this station.
 QR0635
 QR0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0635
 QR0635. The following values were computed from the NAD 83(1996) position.
 QR0635
 QR0635;                    North         East     Units Scale Factor Converg.
 QR0635;SPC SD N     -   193,146.085   683,949.532   MT  0.99997953   +0 45 40.0
 QR0635;SPC SD N     -   633,680.11  2,243,924.42   sFT  0.99997953   +0 45 40.0
 QR0635;UTM  14      - 5,045,876.882   505,885.231   MT  0.99960043   +0 03 13.9
 QR0635
 QR0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0635!SPC SD N     -   0.99993195  x   0.99997953  =   0.99991148
 QR0635!UTM  14      -   0.99993195  x   0.99960043  =   0.99953241
 QR0635
 QR0635:                Primary Azimuth Mark                     Grid Az
 QR0635:SPC SD N     -  REBAR 45                                 179 49 04.0
 QR0635:UTM  14      -  REBAR 45                                 180 31 30.1
 QR0635
 QR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0588545876(NAD 83)
 QR0635
 QR0635|---------------------------------------------------------------------|
 QR0635| PID    Reference Object                     Distance      Geod. Az  |
 QR0635|                                                           dddmmss.s |
 QR0635| CO5526 DAN ET RM 1                          14.402 METERS 01719     |
 QR0635| CO5527 DAN ET RM 2                          13.928 METERS 16332     |
 QR0635| QR0636 REBAR 45                            APPROX. 3.2 KM 1803444.0 |
 QR0635|---------------------------------------------------------------------|
 QR0635
 QR0635                          SUPERSEDED SURVEY CONTROL
 QR0635
 QR0635  NAD 83(1986)-  45 33 59.07703(N)    098 55 28.48339(W) AD(       ) 2
 QR0635  NAD 27      -  45 33 59.16407(N)    098 55 27.09517(W) AD(       ) 2
 QR0635  NGVD 29 (07/19/86)  457.5    (m)         1501.     (f) VERT ANG       
 QR0635
 QR0635.Superseded values are not recommended for survey control.
 QR0635
 QR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0635.See file dsdata.pdf to determine how the superseded data were derived.
 QR0635
 QR0635_MARKER: DD = SURVEY DISK
 QR0635_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0635+WITH SETTING: INFORMATION.
 QR0635_STAMPING: ET DAN 1970
 QR0635_MARK LOGO: USGS
 QR0635_PROJECTION: RECESSED 8 CENTIMETERS
 QR0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0635
 QR0635  HISTORY     - Date     Condition        Report By
 QR0635  HISTORY     - 1970     MONUMENTED       USGS
 QR0635
 QR0635                          STATION DESCRIPTION
 QR0635
 QR0635'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0635'THE STATION IS ABOUT 10 MI NE. OF IPSWICH, ABOUT 0.2 MI N. OF THE
 QR0635'COR. OF SECS. 8, 9, 16 AND 17.  T. 124 N., R. 67 W., ON A SMALL
 QR0635'RISE ALONG ST. HWY. 45.
 QR0635'
 QR0635'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45
 QR0635'IN IPSWICH, GO E. ON U.S. HWY. 12 AND ST. HWY. 45 FOR 5.0 MI, TURN
 QR0635'LEFT AND GO N. ON ST. HWY. 45 FOR 8.0 MI TO A TRAIL E., CONTINUE
 QR0635'N. FOR ABOUT 0.2 MI TO THE TOP OF A SMALL RISE AND THE STATION
 QR0635'ON THE RIGHT ON A FIELD ENTRANCE E.
 QR0635'
 QR0635'THE STATION MARK, STAMPED ET DAN 1970 IS 17 FT N. AND 17 FT
 QR0635'E. CENTER HWY. AT FIELD ENTRANCE E., THE STATION IS 33 FT W. OF
 QR0635'A USGS WITNESS POST, BURIED ABOUT 3 IN. BELOW THE SURFACE.
 QR0635'
 QR0635'REFERENCE MARK NO. 1, STAMPED DAN NO 1 1970 IS NE. OF THE
 QR0635'STATION, 63 FT N. AND 31 FT E. CENTER HWY. AT FIELD ENTRANCE E., 2
 QR0635'FT W. OF THE E. RIGHT-OF-WAY FENCE.
 QR0635'
 QR0635'REFERENCE MARK NO. 2, STAMPED DAN NO 2 1970 IS SE. OF THE STATION,
 QR0635'27 FT S. AND 31 FT E. CENTER HWY. AT FIELD ENTRANCE E., 2 FT W. OF
 QR0635'E. RIGHT-OF-WAY FENCE, 2 FT S. AND 1.0 FT W. OF TELEPHONE POLE
 QR0635'NO. 4.
 QR0635'
 QR0635'NO AZIMUTH MARK WAS SET.
 QR0635'
 QR0635'NO REFERENCE AZIMUTH USED.
 QR0635'
 QR0635'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0893 ***********************************************************************
 OT0893  FBN         -  This is a Federal Base Network Control Station.
 OT0893  DESIGNATION -  DANBY PARK
 OT0893  PID         -  OT0893
 OT0893  STATE/COUNTY-  SD/CUSTER
 OT0893  COUNTRY     -  US
 OT0893  USGS QUAD   -  BERNE (2017)
 OT0893
 OT0893                         *CURRENT SURVEY CONTROL
 OT0893  ______________________________________________________________________
 OT0893* NAD 83(2011) POSITION- 43 45 52.35724(N) 103 44 15.57231(W)   ADJUSTED
 OT0893* NAD 83(2011) ELLIP HT-  1814.479 (meters)        (06/27/12)   ADJUSTED
 OT0893* NAD 83(2011) EPOCH   -  2010.00
 OT0893* NAVD 88 ORTHO HEIGHT -  1827.731 (meters)     5996.48  (feet) ADJUSTED
 OT0893  ______________________________________________________________________
 OT0893  GEOID HEIGHT    -        -13.264 (meters)                     GEOID18
 OT0893  NAD 83(2011) X  - -1,095,936.148 (meters)                     COMP
 OT0893  NAD 83(2011) Y  - -4,482,903.429 (meters)                     COMP
 OT0893  NAD 83(2011) Z  -  4,390,490.357 (meters)                     COMP
 OT0893  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 OT0893  DYNAMIC HEIGHT  -       1826.862 (meters)     5993.63  (feet) COMP
 OT0893  MODELED GRAVITY -    980,076.1   (mgal)                       NAVD 88
 OT0893
 OT0893  VERT ORDER      -  FIRST     CLASS II
 OT0893
 OT0893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0893  Standards:
 OT0893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0893  -------------------------------------------------------------------
 OT0893  NETWORK    0.39   0.74           0.18   0.13   0.38     -0.05110890
 OT0893  -------------------------------------------------------------------
 OT0893  Click here for local accuracies and other accuracy information.
 OT0893
 OT0893.The horizontal coordinates were established by GPS observations
 OT0893.and adjusted by the National Geodetic Survey in June 2012.
 OT0893
 OT0893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0893.been affixed to the stable North American tectonic plate. See 
 OT0893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0893
 OT0893.The horizontal coordinates are valid at the epoch date displayed above
 OT0893.which is a decimal equivalence of Year/Month/Day.
 OT0893
 OT0893.The orthometric height was determined by differential leveling and
 OT0893.adjusted by the NATIONAL GEODETIC SURVEY
 OT0893.in October 1997.
 OT0893
 OT0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0893.GEOID18 height accuracy estimate available here.
 OT0893
 OT0893.Click photographs - Photos may exist for this station.
 OT0893
 OT0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0893
 OT0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0893
 OT0893.The ellipsoidal height was determined by GPS observations
 OT0893.and is referenced to NAD 83.
 OT0893
 OT0893.The dynamic height is computed by dividing the NAVD 88
 OT0893.geopotential number by the normal gravity value computed on the
 OT0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0893.degrees latitude (g = 980.6199 gals.).
 OT0893
 OT0893.The modeled gravity was interpolated from observed gravity values.
 OT0893
 OT0893. The following values were computed from the NAD 83(2011) position.
 OT0893
 OT0893;                    North         East     Units Scale Factor Converg.
 OT0893;SPC SD S     -   164,612.252   325,975.887   MT  0.99991011   -2 20 54.5
 OT0893;SPC SD S     -   540,065.36  1,069,472.56   sFT  0.99991011   -2 20 54.5
 OT0893;UTM  13      - 4,846,496.047   601,606.820   MT  0.99972698   +0 52 23.6
 OT0893
 OT0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0893!SPC SD S     -   0.99971555  x   0.99991011  =   0.99962569
 OT0893!UTM  13      -   0.99971555  x   0.99972698  =   0.99944261
 OT0893
 OT0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0160646496(NAD 83)
 OT0893
 OT0893                          SUPERSEDED SURVEY CONTROL
 OT0893
 OT0893  NAD 83(2007)-  43 45 52.35710(N)    103 44 15.57342(W) AD(2002.00) 0
 OT0893  ELLIP H (02/10/07) 1814.510  (m)                       GP(2002.00)    
 OT0893  ELLIP H (06/23/03) 1814.490  (m)                       GP(       ) 3 1
 OT0893  NAD 83(1996)-  43 45 52.35621(N)    103 44 15.57329(W) AD(       ) B
 OT0893  ELLIP H (04/18/97) 1814.552  (m)                       GP(       ) 4 1
 OT0893  NAD 83(1993)-  43 45 52.34905(N)    103 44 15.57682(W) AD(       ) 1
 OT0893  NAD 83(1986)-  43 45 52.34432(N)    103 44 15.57131(W) AD(       ) 1
 OT0893  NAVD 88 (04/18/97) 1827.8    (m)  GEOID96  model used  GPS OBS        
 OT0893  NGVD 29 (06/17/92) 1827.1    (m)  GEOID90  model used  GPS OBS        
 OT0893
 OT0893.Superseded values are not recommended for survey control.
 OT0893
 OT0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0893.See file dsdata.pdf to determine how the superseded data were derived.
 OT0893
 OT0893_MARKER: DD = SURVEY DISK
 OT0893_SETTING: 66 = SET IN ROCK OUTCROP
 OT0893_STAMPING: DANY 1991
 OT0893_MARK LOGO: USFS
 OT0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0893+STABILITY: POSITION/ELEVATION WELL
 OT0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0893+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2002
 OT0893
 OT0893  HISTORY     - Date     Condition        Report By
 OT0893  HISTORY     - 1991     MONUMENTED       USFS
 OT0893  HISTORY     - 19950418 GOOD             NGS
 OT0893  HISTORY     - 19960913 GOOD             USFS
 OT0893  HISTORY     - 20020514 GOOD             SDDT
 OT0893  HISTORY     - 20020620 GOOD             INDIV
 OT0893
 OT0893                          STATION DESCRIPTION
 OT0893
 OT0893'DESCRIBED BY US FOREST SERVICE 1991
 OT0893'STATION IS LOCATED ABOUT 6MI. WEST OF CUSTER, S.D. AND 4.75MI.
 OT0893'NORTHEAST OF JEWEL CAVE NATIONAL MONUMENT. ALSO LOCATED ON THE SOUTH
 OT0893'END OF DANBY PARK ON THE BLACK HILL NATIONAL FOREST.
 OT0893'TO REACH STATION FROM THE INTERSECTION OF HIGHWAY 16 WEST AND F.S. RD
 OT0893'287. TRAVEL NORTH ON RD. 287(NORTH POLE ROAD) 1.75MI. TURN LEFT OFF
 OT0893'RD. 287 AND HEAD WEST .15MI TO A NORTH AND SOUTH RUNNING FENCE. TURN
 OT0893'LEFT BEFORE FENCE AND PROCEED SOUTHERLY ALONG EAST SIDE OF FENCE
 OT0893'.07MI. STATION DANY IS 23 FEET EAST OF FENCE AND N.6 E AT 138 FEET
 OT0893'FROM STONE CORNER 1 YELLOW JACKET NO. 4 OF MS 1968. A RED STEEL
 OT0893'POST IS 6.3 FEET EAST OF STATION.
 OT0893
 OT0893                          STATION RECOVERY (1995)
 OT0893
 OT0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0893'12.7 KM (7.90 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 OT0893'IN CUSTER, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG FOREST SERVICE ROAD
 OT0893'287, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG AN EAST-WEST FENCE LINE,
 OT0893'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A NORTH-SOUTH FENCE LINE, NEAR
 OT0893'THE SOUTHEAST END OF A 3 BY 9-FOOT AREA OF OUTCROPPING BEDROCK THAT IS
 OT0893'FLUSH WITH THE GROUND SURFACE, 186.6 M (612.2 FT) SOUTH OF A FENCE
 OT0893'CORNER, 6.9 M (22.6 FT) EAST OF THE FENCE, 1.9 M (6.2 FT) WEST OF A
 OT0893'WITNESS POST, AND 1.3 M (4.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 OT0893'OUTCROP.
 OT0893
 OT0893                          STATION RECOVERY (1996)
 OT0893
 OT0893'RECOVERY NOTE BY US FOREST SERVICE 1996 (DFC)
 OT0893'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF CUSTER AND 4.75
 OT0893'NORTHEAST OF JEWEL CAVE NATIONAL MONUMENT, NEAR THE SOUTH END OF DANBY
 OT0893'PARK IN THE BLACK HILLS NATIONAL FOREST.  OWNERSHIP--U.S. DEPARTMENT
 OT0893'OF THE INTERIOR.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 OT0893'HIGHWAYS 16 AND 385 AND STATE HIGHWAY 89 IN CUSTER, GO WEST ON U.S.
 OT0893'HIGHWAY 16 FOR 7.5 MI (12.1 KM) TO THE JUNCTION OF FOREST SERVICE ROAD
 OT0893'287, TURN RIGHT AND GO NORTH ON FOREST ROAD 287 FOR 1.75 MI (2.82 KM)
 OT0893'TO THE JUNCTION OF A DIRT ROAD LEADING EAST AND THE BOUNDARY FENCE OF
 OT0893'DANBY PARK, TURN LEFT AND GO WEST OFF THE ROAD ALONG AN EAST-WEST
 OT0893'FENCE TO A FENCE CORNER, TURN LEFT ALONG A NORTH-SOUTH FENCE FOR 0.1
 OT0893'MI (0.2 KM) TO THE STATION, 23.0 M (75.5 FT) EAST OF THE FENCE, 6.3 FT
 OT0893'(1.9 M) WEST OF A METAL GUARD POST, AND THE BEDROCK IS FLUSH WITH THE
 OT0893'GROUND SURFACE.
 OT0893
 OT0893                          STATION RECOVERY (2002)
 OT0893
 OT0893'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0893'RECOVERED AS DESCRIBED
 OT0893'
 OT0893
 OT0893                          STATION RECOVERY (2002)
 OT0893
 OT0893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RL)
 OT0893'RECOVERED BY EMPLOYEE OF COMPASSCOM, INC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0622 ***********************************************************************
 PS0622  DESIGNATION -  DANFORTH
 PS0622  PID         -  PS0622
 PS0622  STATE/COUNTY-  SD/HAND
 PS0622  COUNTRY     -  US
 PS0622  USGS QUAD   -  VAYLAND SW (2017)
 PS0622
 PS0622                         *CURRENT SURVEY CONTROL
 PS0622  ______________________________________________________________________
 PS0622* NAD 83(1996) POSITION- 44 17 26.22231(N) 098 52 38.11754(W)   ADJUSTED
 PS0622* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 PS0622  ______________________________________________________________________
 PS0622  GEOID HEIGHT    -        -24.775 (meters)                     GEOID18
 PS0622  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 PS0622  HORZ ORDER      -  FIRST
 PS0622
 PS0622.The horizontal coordinates were established by classical geodetic methods
 PS0622.and adjusted by the National Geodetic Survey in January 1998.
 PS0622
 PS0622.The orthometric height was scaled from a topographic map.
 PS0622
 PS0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0622.GEOID18 height accuracy estimate available here.
 PS0622
 PS0622.Click photographs - Photos may exist for this station.
 PS0622
 PS0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0622
 PS0622. The following values were computed from the NAD 83(1996) position.
 PS0622
 PS0622;                    North         East     Units Scale Factor Converg.
 PS0622;SPC SD N     -    51,436.334   689,609.899   MT  1.00002653   +0 47 40.6
 PS0622;SPC SD N     -   168,754.04  2,262,495.14   sFT  1.00002653   +0 47 40.6
 PS0622;SPC SD S     -   218,463.930   716,206.171   MT  0.99997571   +1 00 16.1
 PS0622;SPC SD S     -   716,743.74  2,349,753.08   sFT  0.99997571   +1 00 16.1
 PS0622;UTM  14      - 4,904,159.214   509,792.819   MT  0.99960118   +0 05 08.6
 PS0622
 PS0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0622!SPC SD N     -   0.99991305  x   1.00002653  =   0.99993958
 PS0622!SPC SD S     -   0.99991305  x   0.99997571  =   0.99988876
 PS0622!UTM  14      -   0.99991305  x   0.99960118  =   0.99951426
 PS0622
 PS0622:                Primary Azimuth Mark                     Grid Az
 PS0622:SPC SD N     -  DANFORTH AZ MK                           154 24 43.6
 PS0622:SPC SD S     -  DANFORTH AZ MK                           154 12 08.1
 PS0622:UTM  14      -  DANFORTH AZ MK                           155 07 15.6
 PS0622
 PS0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0979204159(NAD 83)
 PS0622
 PS0622|---------------------------------------------------------------------|
 PS0622| PID    Reference Object                     Distance      Geod. Az  |
 PS0622|                                                           dddmmss.s |
 PS0622| CO5529 DANFORTH RM 1                        90.602 METERS 08905     |
 PS0622| CO5528 DANFORTH AZ MK                                     1551224.2 |
 PS0622| CO5530 DANFORTH RM 2                        63.072 METERS 27259     |
 PS0622|---------------------------------------------------------------------|
 PS0622
 PS0622                          SUPERSEDED SURVEY CONTROL
 PS0622
 PS0622  NAD 83(1986)-  44 17 26.22000(N)    098 52 38.12507(W) AD(       ) 1
 PS0622  NAD 27      -  44 17 26.26800(N)    098 52 36.77600(W) AD(       ) 1
 PS0622
 PS0622.Superseded values are not recommended for survey control.
 PS0622
 PS0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0622.See file dsdata.pdf to determine how the superseded data were derived.
 PS0622
 PS0622_MARKER: DS = TRIANGULATION STATION DISK
 PS0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0622_STAMPING: DANFORTH 1934
 PS0622_MARK LOGO: CGS
 PS0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0622+STABILITY: SURFACE MOTION
 PS0622
 PS0622  HISTORY     - Date     Condition        Report By
 PS0622  HISTORY     - 1934     MONUMENTED       CGS
 PS0622  HISTORY     - 1951     GOOD             CGS
 PS0622
 PS0622                          STATION DESCRIPTION
 PS0622
 PS0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0622'STATION IS LOCATED ABOUT 14.0 MILES SSW OF WESSINGTON, AND 2.6
 PS0622'MILES N OF DANFORTH STORE, IN SEC. 34, T 110 N, R 67 W, ON
 PS0622'PROPERTY OWNED BY GEO. W. BATES AND OCCUPIED BY ARCHIE GEIVER.
 PS0622'MARK IS 11 FEET S OF THE FENCE LINE.
 PS0622'
 PS0622'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0622'BRONZE DISKS SET IN CONCRETE.
 PS0622'
 PS0622'REFERENCE MARK NO. 1 IS E OF THE STATION, 5 FEET S OF THE FENCE.
 PS0622'
 PS0622'REFERENCE MARK NO. 2 IS W OF STATION, 2 FEET S OF FENCE.
 PS0622'
 PS0622'AZIMUTH MARK IS SE BY S OF STATION, 0.1 MILE N OF FENCE CORNER,
 PS0622'0.15 MILE NNW OF FARM BUILDINGS.  TO REACH FROM STATION, GO SE
 PS0622'ACROSS FIELD FOR 0.4 MILE TO MARK IN FENCE LINE.
 PS0622'
 PS0622'TO REACH THE STATION FROM DANFORTH STORE, GO N 2.6 MILES TO MR.
 PS0622'GEIVERS HOUSE, THENCE RIGHT 0.5 MILE E AND S ACROSS FIELD TO
 PS0622'HIGHEST PART OF HILL AND STATION JUST S OF FENCE.
 PS0622'
 PS0622'HEIGHT OF LIGHT ABOVE STATION MARK - 21.6 METERS.
 PS0622
 PS0622                          STATION RECOVERY (1951)
 PS0622
 PS0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0622'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND ALL MARKS WERE
 PS0622'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 PS0622'WERE CHECKED AND FOUND TO BE CORRECT.  THE 1934 DESCRIPTION IS
 PS0622'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7408 ***********************************************************************
 AE7408  DESIGNATION -  DANIEL RM 1
 AE7408  PID         -  AE7408
 AE7408  STATE/COUNTY-  SD/WALWORTH
 AE7408  COUNTRY     -  US
 AE7408  USGS QUAD   -  SELBY SW (2017)
 AE7408
 AE7408                         *CURRENT SURVEY CONTROL
 AE7408  ______________________________________________________________________
 AE7408* NAD 83(1986) POSITION- 45 32 11.54   (N) 100 07 44.85   (W)   HD_HELD1
 AE7408* NAVD 88 ORTHO HEIGHT -   556.442 (meters)     1825.59  (feet) ADJUSTED
 AE7408  ______________________________________________________________________
 AE7408  GEOID HEIGHT    -        -22.217 (meters)                     GEOID18
 AE7408  DYNAMIC HEIGHT  -        556.387 (meters)     1825.41  (feet) COMP
 AE7408  MODELED GRAVITY -    980,498.4   (mgal)                       NAVD 88
 AE7408
 AE7408  VERT ORDER      -  FIRST     CLASS II
 AE7408
 AE7408.The horizontal coordinates were determined by differentially corrected
 AE7408.hand held GPS observations or other comparable positioning techniques
 AE7408.and have an estimated accuracy of +/- 3 meters.
 AE7408
 AE7408.The orthometric height was determined by differential leveling and
 AE7408.adjusted by the NATIONAL GEODETIC SURVEY
 AE7408.in July 1998.
 AE7408
 AE7408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7408.GEOID18 height accuracy estimate available here.
 AE7408
 AE7408.Click photographs - Photos may exist for this station.
 AE7408
 AE7408.The dynamic height is computed by dividing the NAVD 88
 AE7408.geopotential number by the normal gravity value computed on the
 AE7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7408.degrees latitude (g = 980.6199 gals.).
 AE7408
 AE7408.The modeled gravity was interpolated from observed gravity values.
 AE7408
 AE7408;                    North         East    Units  Estimated Accuracy
 AE7408;SPC SD N     -   189,277.0     589,914.6     MT  (+/- 3 meters HH1 GPS) 
 AE7408
 AE7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1184243175(NAD 83)
 AE7408
 AE7408                          SUPERSEDED SURVEY CONTROL
 AE7408
 AE7408.No superseded survey control is available for this station.
 AE7408
 AE7408_MARKER: DR = REFERENCE MARK DISK
 AE7408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7408+WITH SETTING: INFORMATION.
 AE7408_STAMPING: DANIEL 1 1967
 AE7408_MARK LOGO: USGS
 AE7408_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7408+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE7408
 AE7408  HISTORY     - Date     Condition        Report By
 AE7408  HISTORY     - 1967     MONUMENTED       USGS
 AE7408  HISTORY     - 19970312 GOOD             NGS
 AE7408
 AE7408                          STATION DESCRIPTION
 AE7408
 AE7408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GSD)
 AE7408'9.1 KM (5.65 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7408'STATE HIGHWAY 130 IN SELBY, 730.0 M (2395.0 FT) EAST OF MILEPOST 204,
 AE7408'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.9 M (68.6 FT)
 AE7408'WEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) SOUTH OF A
 AE7408'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AE7408'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS
 AE7408'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7409 ***********************************************************************
 AE7409  DESIGNATION -  DANIEL RM 2
 AE7409  PID         -  AE7409
 AE7409  STATE/COUNTY-  SD/WALWORTH
 AE7409  COUNTRY     -  US
 AE7409  USGS QUAD   -  SELBY SW (2017)
 AE7409
 AE7409                         *CURRENT SURVEY CONTROL
 AE7409  ______________________________________________________________________
 AE7409* NAD 83(1986) POSITION- 45 32 11.54   (N) 100 07 43.47   (W)   HD_HELD1
 AE7409* NAVD 88 ORTHO HEIGHT -   556.316 (meters)     1825.18  (feet) ADJUSTED
 AE7409  ______________________________________________________________________
 AE7409  GEOID HEIGHT    -        -22.217 (meters)                     GEOID18
 AE7409  DYNAMIC HEIGHT  -        556.260 (meters)     1825.00  (feet) COMP
 AE7409  MODELED GRAVITY -    980,498.4   (mgal)                       NAVD 88
 AE7409
 AE7409  VERT ORDER      -  FIRST     CLASS II
 AE7409
 AE7409.The horizontal coordinates were determined by differentially corrected
 AE7409.hand held GPS observations or other comparable positioning techniques
 AE7409.and have an estimated accuracy of +/- 3 meters.
 AE7409
 AE7409.The orthometric height was determined by differential leveling and
 AE7409.adjusted by the NATIONAL GEODETIC SURVEY
 AE7409.in July 1998.
 AE7409
 AE7409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7409.GEOID18 height accuracy estimate available here.
 AE7409
 AE7409.Click photographs - Photos may exist for this station.
 AE7409
 AE7409.The dynamic height is computed by dividing the NAVD 88
 AE7409.geopotential number by the normal gravity value computed on the
 AE7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7409.degrees latitude (g = 980.6199 gals.).
 AE7409
 AE7409.The modeled gravity was interpolated from observed gravity values.
 AE7409
 AE7409;                    North         East    Units  Estimated Accuracy
 AE7409;SPC SD N     -   189,277.0     589,944.6     MT  (+/- 3 meters HH1 GPS) 
 AE7409
 AE7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1187243175(NAD 83)
 AE7409
 AE7409                          SUPERSEDED SURVEY CONTROL
 AE7409
 AE7409.No superseded survey control is available for this station.
 AE7409
 AE7409_MARKER: DR = REFERENCE MARK DISK
 AE7409_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7409+WITH SETTING: INFORMATION.
 AE7409_STAMPING: DANIEL 2 1967
 AE7409_MARK LOGO: USGS
 AE7409_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7409+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE7409
 AE7409  HISTORY     - Date     Condition        Report By
 AE7409  HISTORY     - 1967     MONUMENTED       USGS
 AE7409  HISTORY     - 19970312 GOOD             NGS
 AE7409
 AE7409                          STATION DESCRIPTION
 AE7409
 AE7409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GSD)
 AE7409'9.1 KM (5.65 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7409'STATE HIGHWAY 130 IN SELBY, 760.0 M (2493.4 FT) EAST OF MILEPOST 204,
 AE7409'30.4 M (99.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) EAST
 AE7409'OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT) SOUTH OF A WITNESS
 AE7409'POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AE7409'NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS RECESSED 0.1 M
 AE7409'(0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0899 ***********************************************************************
 PR0899  DESIGNATION -  DANISH LUTHERAN CHURCH SPIRE
 PR0899  PID         -  PR0899
 PR0899  STATE/COUNTY-  SD/KINGSBURY
 PR0899  COUNTRY     -  US
 PR0899  USGS QUAD   -  ERWIN (2017)
 PR0899
 PR0899                         *CURRENT SURVEY CONTROL
 PR0899  ______________________________________________________________________
 PR0899* NAD 83(1996) POSITION- 44 29 05.10879(N) 097 23 31.93157(W)   ADJUSTED
 PR0899  ______________________________________________________________________
 PR0899  GEOID HEIGHT    -        -24.929 (meters)                     GEOID18
 PR0899  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 PR0899  HORZ ORDER      -  THIRD
 PR0899
 PR0899.The horizontal coordinates were established by classical geodetic methods
 PR0899.and adjusted by the National Geodetic Survey in January 1998.
 PR0899
 PR0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0899.GEOID18 height accuracy estimate available here.
 PR0899
 PR0899.Click photographs - Photos may exist for this station.
 PR0899
 PR0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0899
 PR0899. The following values were computed from the NAD 83(1996) position.
 PR0899
 PR0899;                    North         East     Units Scale Factor Converg.
 PR0899;SPC SD N     -    75,728.258   807,412.545   MT  0.99998765   +1 50 44.3
 PR0899;SPC SD N     -   248,451.79  2,648,985.99   sFT  0.99998765   +1 50 44.3
 PR0899;UTM  14      - 4,926,972.652   627,849.863   MT  0.99980101   +1 07 36.4
 PR0899
 PR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2784926972(NAD 83)
 PR0899
 PR0899                          SUPERSEDED SURVEY CONTROL
 PR0899
 PR0899  NAD 83(1986)-  44 29 05.10221(N)    097 23 31.90208(W) AD(       ) 3
 PR0899  NAD 27      -  44 29 05.22500(N)    097 23 30.64300(W) AD(       ) 3
 PR0899  USSD        -  44 29 05.39200(N)    097 23 31.07700(W) AD(       ) 3
 PR0899
 PR0899.Superseded values are not recommended for survey control.
 PR0899
 PR0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0899.See file dsdata.pdf to determine how the superseded data were derived.
 PR0899
 PR0899_MARKER: 90 = CHURCH SPIRE
 PR0899
 PR0899  HISTORY     - Date     Condition        Report By
 PR0899  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0899
 PR0899                          STATION DESCRIPTION
 PR0899
 PR0899'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0927 ***********************************************************************
 PR0927  DESIGNATION -  DARLINGTON
 PR0927  PID         -  PR0927
 PR0927  STATE/COUNTY-  SD/CLARK
 PR0927  COUNTRY     -  US
 PR0927  USGS QUAD   -  CARPENTER NE (2017)
 PR0927
 PR0927                         *CURRENT SURVEY CONTROL
 PR0927  ______________________________________________________________________
 PR0927* NAD 83(1996) POSITION- 44 43 52.18654(N) 097 45 13.82602(W)   ADJUSTED
 PR0927* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 PR0927  ______________________________________________________________________
 PR0927  GEOID HEIGHT    -        -24.562 (meters)                     GEOID18
 PR0927  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 PR0927  HORZ ORDER      -  FIRST
 PR0927
 PR0927.The horizontal coordinates were established by classical geodetic methods
 PR0927.and adjusted by the National Geodetic Survey in January 1998.
 PR0927
 PR0927.The orthometric height was scaled from a topographic map.
 PR0927
 PR0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0927.GEOID18 height accuracy estimate available here.
 PR0927
 PR0927.Click photographs - Photos may exist for this station.
 PR0927
 PR0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0927
 PR0927. The following values were computed from the NAD 83(1996) position.
 PR0927
 PR0927;                    North         East     Units Scale Factor Converg.
 PR0927;SPC SD N     -   102,236.732   777,897.889   MT  0.99995463   +1 35 22.9
 PR0927;SPC SD N     -   335,421.68  2,552,153.32   sFT  0.99995463   +1 35 22.9
 PR0927;UTM  14      - 4,953,841.979   598,674.714   MT  0.99971973   +0 52 37.5
 PR0927
 PR0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0927!SPC SD N     -   0.99991773  x   0.99995463  =   0.99987237
 PR0927!UTM  14      -   0.99991773  x   0.99971973  =   0.99963748
 PR0927
 PR0927:                Primary Azimuth Mark                     Grid Az
 PR0927:SPC SD N     -  DARLINGTON AZ MK                         350 57 33.2
 PR0927:UTM  14      -  DARLINGTON AZ MK                         351 40 18.6
 PR0927
 PR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9867453841(NAD 83)
 PR0927
 PR0927|---------------------------------------------------------------------|
 PR0927| PID    Reference Object                     Distance      Geod. Az  |
 PR0927|                                                           dddmmss.s |
 PR0927| PR0922 CLARK COUNTY OLD COURTHOUSE         APPROX.16.6 KM 0040921.4 |
 PR0927| PR0856 HENRY ST HENRYS CATH CH SPIRE       APPROX.28.1 KM 0545025.5 |
 PR0927| PR0926 GOOD HOPE CHURCH SPIRE              APPROX. 9.4 KM 0791838.2 |
 PR0927| PR0925 WILLOW LAKE CHURCH SPIRE            APPROX.15.1 KM 1080156.2 |
 PR0927| CO5535 DARLINGTON RM 1                     140.129 METERS 23350     |
 PR0927| CO5536 DARLINGTON RM 2                     133.542 METERS 30020     |
 PR0927| PR0932 RAYMOND MUNICIPAL TANK              APPROX.24.9 KM 3234701.5 |
 PR0927| CO5534 DARLINGTON AZ MK                                   3523256.1 |
 PR0927|---------------------------------------------------------------------|
 PR0927
 PR0927                          SUPERSEDED SURVEY CONTROL
 PR0927
 PR0927  NAD 83(1986)-  44 43 52.18382(N)    097 45 13.81250(W) AD(       ) 1
 PR0927  NAD 27      -  44 43 52.29300(N)    097 45 12.50000(W) AD(       ) 1
 PR0927
 PR0927.Superseded values are not recommended for survey control.
 PR0927
 PR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0927.See file dsdata.pdf to determine how the superseded data were derived.
 PR0927
 PR0927_MARKER: DS = TRIANGULATION STATION DISK
 PR0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0927_STAMPING: DARLINGTON 1935
 PR0927_MARK LOGO: CGS
 PR0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0927+STABILITY: SURFACE MOTION
 PR0927
 PR0927  HISTORY     - Date     Condition        Report By
 PR0927  HISTORY     - 1935     MONUMENTED       CGS
 PR0927
 PR0927                          STATION DESCRIPTION
 PR0927
 PR0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0927'THIS STATION IS ABOUT 10 MILES S OF CLARK ON LAND OWNED BY
 PR0927'THE STATE.  IT IS ABOUT 170 YARDS S AND 130 YARDS E OF THE
 PR0927'NW CORNER OF SEC. 36, T 115 N, R 58 W.  THE MARK IS SET ON
 PR0927'THE HIGHEST POINT OF A ROUND TOPPED KNOLL, ABOUT 450 FEET E
 PR0927'OF N-S ROAD, ABOUT 1/4 MILE NE OF FARMHOUSE OF A MR. HAROLD
 PR0927'HALLBERG.  MARK PROJECTS 6 INCHES.
 PR0927'
 PR0927'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0927'BRONZE DISKS SET IN CONCRETE.
 PR0927'
 PR0927'REFERENCE MARK NO. 1 IS WSW OF THE STATION ON THE S SLOPE
 PR0927'OF THE HILL, ABOUT 200 YARDS S OF THE CREST.  IT IS 20 FEET
 PR0927'E OF THE CENTER LINE OF THE ROAD, 34 FEET E OF THE FENCE
 PR0927'LINE ON THE W SIDE OF THE ROAD.  MARK PROJECTS 10 INCHES.
 PR0927'REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE NW SLOPE
 PR0927'OF THE HILL, 16 FEET E OF THE CENTER LINE OF THE ROAD AND
 PR0927'30 FEET E OF THE FENCE LINE ON THE W SIDE OF THE ROAD.  MARK
 PR0927'PROJECTS 11 INCHES.
 PR0927'
 PR0927'AZIMUTH MARK IS NNW OF THE STATION, 35 FEET E OF THE CENTER
 PR0927'LINE OF THE ROAD, 9 FEET W OF THE W EDGE OF A CULTIVATED
 PR0927'FIELD.  MARK PROJECTS 7 INCHES.
 PR0927'
 PR0927'REACHED FROM CLARK, INTERSECTION OF U.S. HIGHWAY 212 AND S.DAK.
 PR0927'25, GO S ON 25 FOR 9 MILES TO CROSSROADS.  S.DAK. 25 TURNS
 PR0927'LEFT AT THIS POINT.  HERE TURN RIGHT AND GO 1 MILE TO CROSSROADS.
 PR0927'TURN LEFT (S) AND GO 0.1 MILE TO CROSSROADS.  CONTINUE S FOR
 PR0927'0.2 MILE.  STATION IS ABOUT 450 FEET E OF THIS POINT.
 PR0927'
 PR0927'LIGHTS 74 FEET ABOVE STATIONS CLARK AND CLARK MAGNETIC ARE
 PR0927'VISIBLE FROM THE GROUND.
 PR0927'
 PR0927'LIGHTS 87 FEET ABOVE STATIONS HENRY, NAPLES, AND DOLAND ARE
 PR0927'VISIBLE FROM THE GROUND.
 PR0927'
 PR0927'STATION RICHLAND IS VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0431 ***********************************************************************
 QT0431  DESIGNATION -  DATE
 QT0431  PID         -  QT0431
 QT0431  STATE/COUNTY-  SD/PERKINS
 QT0431  COUNTRY     -  US
 QT0431  USGS QUAD   -  DAVISTON (2017)
 QT0431
 QT0431                         *CURRENT SURVEY CONTROL
 QT0431  ______________________________________________________________________
 QT0431* NAD 83(1996) POSITION- 45 25 51.13081(N) 102 41 01.17484(W)   ADJUSTED
 QT0431* NAVD 88 ORTHO HEIGHT -   911.96  (+/-2cm)     2992.0   (feet) VERTCON3
 QT0431  ______________________________________________________________________
 QT0431  GEOID HEIGHT    -        -17.711 (meters)                     GEOID18
 QT0431  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 QT0431  HORZ ORDER      -  THIRD
 QT0431  VERT ORDER      -  THIRD ? (See Below)
 QT0431
 QT0431.The horizontal coordinates were established by classical geodetic methods
 QT0431.and adjusted by the National Geodetic Survey in January 1998.
 QT0431
 QT0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0431
 QT0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0431.GEOID18 height accuracy estimate available here.
 QT0431
 QT0431.The vertical order pertains to the NGVD 29 superseded value.
 QT0431
 QT0431.Click photographs - Photos may exist for this station.
 QT0431
 QT0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0431
 QT0431. The following values were computed from the NAD 83(1996) position.
 QT0431
 QT0431;                    North         East     Units Scale Factor Converg.
 QT0431;SPC SD N     -   181,005.520   390,040.470   MT  0.99996104   -1 53 57.6
 QT0431;SPC SD N     -   593,848.94  1,279,657.78   sFT  0.99996104   -1 53 57.6
 QT0431;UTM  13      - 5,033,426.285   681,188.910   MT  1.00000365   +1 39 02.2
 QT0431
 QT0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0431!SPC SD N     -   0.99985982  x   0.99996104  =   0.99982087
 QT0431!UTM  13      -   0.99985982  x   1.00000365  =   0.99986347
 QT0431
 QT0431:                Primary Azimuth Mark                     Grid Az
 QT0431:SPC SD N     -  DATE AZ MK                               183 23 56.7
 QT0431:UTM  13      -  DATE AZ MK                               179 50 56.9
 QT0431
 QT0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8118833426(NAD 83)
 QT0431
 QT0431|---------------------------------------------------------------------|
 QT0431| PID    Reference Object                     Distance      Geod. Az  |
 QT0431|                                                           dddmmss.s |
 QT0431| CQ8211 DATE AZ MK                                         1812959.1 |
 QT0431| CQ8212 DATE RM 1                             9.698 METERS 18935     |
 QT0431| CQ8213 DATE RM 2                            18.606 METERS 27015     |
 QT0431|---------------------------------------------------------------------|
 QT0431
 QT0431                          SUPERSEDED SURVEY CONTROL
 QT0431
 QT0431  NAD 83(1993)-  45 25 51.12199(N)    102 41 01.17287(W) AD(       ) 3
 QT0431  NAD 83(1986)-  45 25 51.12116(N)    102 41 01.17243(W) AD(       ) 3
 QT0431  NAD 27      -  45 25 51.17200(N)    102 40 59.58900(W) AD(       ) 3
 QT0431  NGVD 29             911.52   (m)         2990.5    (f) LEVELING    3  
 QT0431
 QT0431.Superseded values are not recommended for survey control.
 QT0431
 QT0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0431.See file dsdata.pdf to determine how the superseded data were derived.
 QT0431
 QT0431_MARKER: DS = TRIANGULATION STATION DISK
 QT0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0431_STAMPING: DATE 1952
 QT0431_MARK LOGO: CGS
 QT0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0431+STABILITY: SURFACE MOTION
 QT0431
 QT0431  HISTORY     - Date     Condition        Report By
 QT0431  HISTORY     - 1952     MONUMENTED       CGS
 QT0431
 QT0431                          STATION DESCRIPTION
 QT0431
 QT0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0431'THE STATION IS IN SECTION 17, T 17 N, R 12 E, ON THE RIGHT-OF-WAY
 QT0431'OF A GRADED DIRT ROAD, ABOUT 10-1/2 MILES WEST AND 6-1/2 MILES
 QT0431'SOUTH OF BISON, 6 MILES EAST AND 5 MILES SOUTH OF STROOL, 29
 QT0431'FEET EAST OF THE CENTER OF THE GRADED ROAD, 4 FEET WEST-NORTHWEST
 QT0431'OF A 4 X 4 INCH WITNESS POST AND 4 FEET WEST OF A WIRE FENCE.
 QT0431'
 QT0431'TO REACH THE STATION FROM THE T-INTERSECTION ABOUT 1/2 MILE NORTH
 QT0431'OF BISON, GO WEST ON STATE HIGHWAY 8 FOR 11.0 MILES TO A SIDE
 QT0431'ROAD LEFT AND A FARM HOME IN THE NORTHWEST ANGLE, TURN LEFT AND
 QT0431'GO SOUTH ON THE MAIN GRADE DIRT ROAD FOR 7.1 MILES TO THE TOP OF
 QT0431'THE RIDGE AND THE STATION, CONTINUE SOUTH FOR 0.4 MILE TO THE
 QT0431'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QT0431'
 QT0431'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0431'DATE 1952.
 QT0431'
 QT0431'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTER OF THE GRADED ROAD
 QT0431'AND 4 FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 QT0431'AND THE DISK IS STAMPED DATE NO 1 1952.
 QT0431'
 QT0431'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTER OF THE GRADED ROAD.
 QT0431'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DATE NO 2 1952.
 QT0431'
 QT0431'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF THE GRADED ROAD,
 QT0431'9 FEET SOUTH OF A GATE POST, 5 FEET NORTH OF A 4 X 4 INCH WITNESS
 QT0431'POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 QT0431'AND THE DISK IS STAMPED DATE 1952.
 QT0431'
 QT0431'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1126 ***********************************************************************
 PT1126  DESIGNATION -  DAVENPORT
 PT1126  PID         -  PT1126
 PT1126  STATE/COUNTY-  SD/STANLEY
 PT1126  COUNTRY     -  US
 PT1126  USGS QUAD   -  BENTLEY RANCH (2017)
 PT1126
 PT1126                         *CURRENT SURVEY CONTROL
 PT1126  ______________________________________________________________________
 PT1126* NAD 83(1996) POSITION- 44 25 48.21261(N) 101 08 54.41915(W)   ADJUSTED
 PT1126* NAVD 88 ORTHO HEIGHT -   669.    (meters)     2195.    (feet) SCALED
 PT1126  ______________________________________________________________________
 PT1126  GEOID HEIGHT    -        -22.184 (meters)                     GEOID18
 PT1126  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 PT1126  HORZ ORDER      -  THIRD
 PT1126
 PT1126.The horizontal coordinates were established by classical geodetic methods
 PT1126.and adjusted by the National Geodetic Survey in January 1998.
 PT1126
 PT1126.The orthometric height was scaled from a topographic map.
 PT1126
 PT1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1126.GEOID18 height accuracy estimate available here.
 PT1126
 PT1126.Click photographs - Photos may exist for this station.
 PT1126
 PT1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1126
 PT1126. The following values were computed from the NAD 83(1996) position.
 PT1126
 PT1126;                    North         East     Units Scale Factor Converg.
 PT1126;SPC SD S     -   233,258.285   535,097.265   MT  1.00000732   -0 33 44.3
 PT1126;SPC SD S     -   765,281.56  1,755,564.94   sFT  1.00000732   -0 33 44.3
 PT1126;UTM  14      - 4,921,885.266   328,998.163   MT  0.99995962   -1 30 15.7
 PT1126
 PT1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1126!SPC SD S     -   0.99989867  x   1.00000732  =   0.99990599
 PT1126!UTM  14      -   0.99989867  x   0.99995962  =   0.99985829
 PT1126
 PT1126:                Primary Azimuth Mark                     Grid Az
 PT1126:SPC SD S     -  DAVENPORT AZ MK                          090 38 46.9
 PT1126:UTM  14      -  DAVENPORT AZ MK                          091 35 18.3
 PT1126
 PT1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2899821885(NAD 83)
 PT1126
 PT1126|---------------------------------------------------------------------|
 PT1126| PID    Reference Object                     Distance      Geod. Az  |
 PT1126|                                                           dddmmss.s |
 PT1126| PT0924 DAVENPORT AZ MK                                    0900502.6 |
 PT1126| PT1121 THE LITTLE BROWN METH CH BEL        APPROX. 8.7 KM 1371629.4 |
 PT1126| CP9124 DAVENPORT RM 1                       17.255 METERS 17941     |
 PT1126| CP9125 DAVENPORT RM 2                       13.439 METERS 27136     |
 PT1126|---------------------------------------------------------------------|
 PT1126
 PT1126                          SUPERSEDED SURVEY CONTROL
 PT1126
 PT1126  NAD 83(1986)-  44 25 48.20627(N)    101 08 54.42172(W) AD(       ) 3
 PT1126  NAD 27      -  44 25 48.26400(N)    101 08 52.90600(W) AD(       ) 3
 PT1126
 PT1126.Superseded values are not recommended for survey control.
 PT1126
 PT1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1126.See file dsdata.pdf to determine how the superseded data were derived.
 PT1126
 PT1126_MARKER: DS = TRIANGULATION STATION DISK
 PT1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1126_STAMPING: DAVENPORT 1952
 PT1126_MARK LOGO: CGS
 PT1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1126+STABILITY: SURFACE MOTION
 PT1126
 PT1126  HISTORY     - Date     Condition        Report By
 PT1126  HISTORY     - 1952     MONUMENTED       CGS
 PT1126
 PT1126                          STATION DESCRIPTION
 PT1126
 PT1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1126'THE STATION IS IN SECTION 31, T 6 N, R 25 E, ABOUT 4 MILES
 PT1126'NORTH AND 1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1126'STATE HIGHWAY 63, 0.65 MILE WEST OF STATE HIGHWAY 63, ABOUT 0.1
 PT1126'MILE WEST-SOUTHWEST OF AN EARTH DAM AND SMALL POND, 45 FEET
 PT1126'NORTH OF A TRACK ROAD, AND 6 FEET SOUTHEAST OF A WHITE 4 IN X
 PT1126'4 IN WITNESS POST.
 PT1126'
 PT1126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1126'STATE HIGHWAY 63 AT KELLARS CORNER, (ABOUT 5 MILES WEST OF HAYES
 PT1126'AND ABOUT 22 MILES NORTH OF MIDLAND) GO WEST ON STATE HIGHWAY
 PT1126'63 FOR 0.45 MILE TO FORK, TURN RIGHT (NORTH) AND CONTINUE ON
 PT1126'STATE HIGHWAY 63 FOR 4.15 MILES TO A TRACK ROAD ON THE LEFT AND
 PT1126'THE AZIMUTH MARK AS DESCRIBED BELOW, TURN LEFT AND GO WEST ON
 PT1126'THE TRACK ROAD FOR 0.5 MILE TO A FENCE CORNER ON THE RIGHT,
 PT1126'CONTINUE WEST ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION AS
 PT1126'DESCRIBED ABOVE.
 PT1126'
 PT1126'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1126'DAVENPORT 1952.
 PT1126'
 PT1126'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF THE TRACK ROAD.  THE
 PT1126'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DAVENPORT NO
 PT1126'1 1952.
 PT1126'
 PT1126'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF THE TRACK ROAD.  THE
 PT1126'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DAVENPORT NO
 PT1126'2 1952.
 PT1126'
 PT1126'THE AZIMUTH MARK IS 160 FEET WEST OF STATE HIGHWAY 63, 31 FEET
 PT1126'WEST OF A WIRE FENCE GATE, 54 FEET NORTH OF THE TRACK ROAD,
 PT1126'7 FEET SOUTH OF A WIRE FENCE, AND 3 FEET SOUTHWEST OF A 4 IN X
 PT1126'4 IN WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 PT1126'IS STAMPED DAVENPORT 1952.
 PT1126'
 PT1126'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0924 ***********************************************************************
 PT0924  DESIGNATION -  DAVENPORT AZ MK
 PT0924  PID         -  PT0924
 PT0924  STATE/COUNTY-  SD/STANLEY
 PT0924  COUNTRY     -  US
 PT0924  USGS QUAD   -  BENTLEY RANCH (2017)
 PT0924
 PT0924                         *CURRENT SURVEY CONTROL
 PT0924  ______________________________________________________________________
 PT0924* NAD 83(1986) POSITION- 44 25 48.     (N) 101 08 10.     (W)   SCALED
 PT0924* NAVD 88 ORTHO HEIGHT -   659.320 (meters)     2163.12  (feet) ADJUSTED
 PT0924  ______________________________________________________________________
 PT0924  GEOID HEIGHT    -        -22.208 (meters)                     GEOID18
 PT0924  DYNAMIC HEIGHT  -        659.157 (meters)     2162.58  (feet) COMP
 PT0924  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 PT0924
 PT0924  VERT ORDER      -  FIRST     CLASS II
 PT0924
 PT0924.The horizontal coordinates were scaled from a map and have
 PT0924.an estimated accuracy of +/- 6 seconds.
 PT0924
 PT0924.The orthometric height was determined by differential leveling and
 PT0924.adjusted by the NATIONAL GEODETIC SURVEY
 PT0924.in June 1991.
 PT0924
 PT0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0924.GEOID18 height accuracy estimate available here.
 PT0924
 PT0924.Click photographs - Photos may exist for this station.
 PT0924
 PT0924.The dynamic height is computed by dividing the NAVD 88
 PT0924.geopotential number by the normal gravity value computed on the
 PT0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0924.degrees latitude (g = 980.6199 gals.).
 PT0924
 PT0924.The modeled gravity was interpolated from observed gravity values.
 PT0924
 PT0924;                    North         East    Units  Estimated Accuracy
 PT0924;SPC SD S     -   233,240.      536,080.      MT  (+/- 180 meters Scaled)
 PT0924
 PT0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ299218(NAD 83)
 PT0924
 PT0924                          SUPERSEDED SURVEY CONTROL
 PT0924
 PT0924.No superseded survey control is available for this station.
 PT0924
 PT0924_MARKER: DZ = AZIMUTH MARK DISK
 PT0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0924_STAMPING: DAVENPORT 1952
 PT0924_MARK LOGO: CGS
 PT0924_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0924+STABILITY: SURFACE MOTION
 PT0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0924+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 PT0924
 PT0924  HISTORY     - Date     Condition        Report By
 PT0924  HISTORY     - 1952     MONUMENTED       CGS
 PT0924  HISTORY     - 1985     GOOD             NGS
 PT0924  HISTORY     - 20110401 GOOD             INDIV
 PT0924
 PT0924                          STATION DESCRIPTION
 PT0924
 PT0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0924'42.0 KM (26.1 MI) NORTH FROM MIDLAND.
 PT0924'42.02 KM (26.12 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0924'FROM THEIR JUNCTION AT MIDLAND, IN THE NORTHWEST CORNER OF THE
 PT0924'JUNCTION OF A TRACK ROAD ON THE NORTH SIDE OF A SUMMIT, 0.14 KM (0.09
 PT0924'MI) NORTH OF MILEPOST 123, 57.2 METERS (187.5 FT) WEST OF THE HIGHWAY
 PT0924'CENTERLINE, 8.5 METERS (28 FT) NORTH OF THE CENTER OF THE TRACK ROAD,
 PT0924'14.6 METERS (48 FT) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE LEADING
 PT0924'NORTHWEST TO A RANCH, 23.0 METERS (75.3 FT) SOUTHEAST OF THE SOUTHEAST
 PT0924'CORNER OF THE HOUSE AND 1.5 METERS (5 FT) SOUTH OF A POWER POLE WITH
 PT0924'ONE TRANSFORMER.
 PT0924'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0924
 PT0924                          STATION RECOVERY (2011)
 PT0924
 PT0924'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0796 ***********************************************************************
 OT0796  DESIGNATION -  DAVIS
 OT0796  PID         -  OT0796
 OT0796  STATE/COUNTY-  SD/FALL RIVER
 OT0796  COUNTRY     -  US
 OT0796  USGS QUAD   -  HEINNE CREEK (2017)
 OT0796
 OT0796                         *CURRENT SURVEY CONTROL
 OT0796  ______________________________________________________________________
 OT0796* NAD 83(1996) POSITION- 43 01 51.02627(N) 103 03 57.13492(W)   ADJUSTED
 OT0796* NAVD 88 ORTHO HEIGHT -  1068.    (meters)     3504.    (feet) SCALED
 OT0796  ______________________________________________________________________
 OT0796  GEOID HEIGHT    -        -17.608 (meters)                     GEOID18
 OT0796  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 OT0796  HORZ ORDER      -  FIRST
 OT0796
 OT0796.The horizontal coordinates were established by classical geodetic methods
 OT0796.and adjusted by the National Geodetic Survey in January 1998.
 OT0796
 OT0796.The orthometric height was scaled from a topographic map.
 OT0796
 OT0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0796.GEOID18 height accuracy estimate available here.
 OT0796
 OT0796.Click photographs - Photos may exist for this station.
 OT0796
 OT0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0796
 OT0796. The following values were computed from the NAD 83(1996) position.
 OT0796
 OT0796;                    North         East     Units Scale Factor Converg.
 OT0796;SPC SD S     -    81,150.188   377,347.004   MT  0.99995909   -1 53 06.2
 OT0796;SPC SD S     -   266,240.24  1,238,012.63   sFT  0.99995909   -1 53 06.2
 OT0796;UTM  13      - 4,766,054.822   657,570.920   MT  0.99990545   +1 19 12.4
 OT0796
 OT0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0796!SPC SD S     -   0.99983537  x   0.99995909  =   0.99979447
 OT0796!UTM  13      -   0.99983537  x   0.99990545  =   0.99974084
 OT0796
 OT0796:                Primary Azimuth Mark                     Grid Az
 OT0796:SPC SD S     -  DAVIS AZ MK                              217 19 50.9
 OT0796:UTM  13      -  DAVIS AZ MK                              214 07 32.3
 OT0796
 OT0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5757066054(NAD 83)
 OT0796
 OT0796|---------------------------------------------------------------------|
 OT0796| PID    Reference Object                     Distance      Geod. Az  |
 OT0796|                                                           dddmmss.s |
 OT0796| CP9127 DAVIS RM 1                           12.418 METERS 12300     |
 OT0796| CP9128 DAVIS RM 2                            9.041 METERS 14012     |
 OT0796| CP9126 DAVIS AZ MK                                        2152644.7 |
 OT0796|---------------------------------------------------------------------|
 OT0796
 OT0796                          SUPERSEDED SURVEY CONTROL
 OT0796
 OT0796  NAD 83(1995)-  43 01 51.02618(N)    103 03 57.13459(W) AD(       ) 1
 OT0796  NAD 83(1993)-  43 01 51.02428(N)    103 03 57.13165(W) AD(       ) 1
 OT0796  NAD 83(1986)-  43 01 51.00832(N)    103 03 57.12824(W) AD(       ) 1
 OT0796  NAD 27      -  43 01 51.09700(N)    103 03 55.44400(W) AD(       ) 1
 OT0796
 OT0796.Superseded values are not recommended for survey control.
 OT0796
 OT0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0796.See file dsdata.pdf to determine how the superseded data were derived.
 OT0796
 OT0796_MARKER: DS = TRIANGULATION STATION DISK
 OT0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0796_STAMPING: DAVIS 1941
 OT0796_MARK LOGO: CGS
 OT0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0796+STABILITY: SURFACE MOTION
 OT0796
 OT0796  HISTORY     - Date     Condition        Report By
 OT0796  HISTORY     - 1941     MONUMENTED       CGS
 OT0796
 OT0796                          STATION DESCRIPTION
 OT0796
 OT0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0796'STATION IS LOCATED 14 MILES N BY W OF CHADRON, 2-1/2 MILES N
 OT0796'OF THE FARMHOUSE OF J.W. DAVIS, 2 MILES N OF THE NEBRASKA-SOUTH
 OT0796'DAKOTA STATE LINE AND IN THE NW 1/4 SEC. 11, T. 35 N, R. 49 W.
 OT0796'THE PROPERTY OWNER IS UNKNOWN.  IT IS ON THE HIGHEST PART
 OT0796'OF A BARE, FLAT-TOPPED HILL, THE HIGHEST POINT IN THE VICINITY,
 OT0796'AND IS 6 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED DAVIS
 OT0796'1941 AND PROJECTS 6 INCHES.
 OT0796'
 OT0796'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OT0796'STANDARD DISKS SET IN CONCRETE.
 OT0796'
 OT0796'REFERENCE MARK NO. 1 IS STAMPED DAVIS NO. 1 1941 AND PROJECTS
 OT0796'6 INCHES.
 OT0796'
 OT0796'REFERENCE MARK NO. 2 IS STAMPED DAVIS NO. 2 1941 AND PROJECTS
 OT0796'6 INCHES.
 OT0796'
 OT0796'THE AZIMUTH MARK IS 13 FEET E OF THE CENTER LINE OF THE ROAD
 OT0796'TO THE STATION, 13 FEET E OF THE CENTER OF A WIRE GATE, 4 FEET
 OT0796'W OF A WHITE REFERENCE POST AND 1 FOOT N OF A FENCE.  IT IS
 OT0796'STAMPED DAVIS 1941 AND PROJECTS 6 INCHES.
 OT0796'
 OT0796'TO REACH FROM CHADRON GO W ON U.S. HIGHWAY 20 FOR 3.45 MILES
 OT0796'AND TURN RIGHT, N, ON STATE HIGHWAY 19.  GO 6.7 MILES AND
 OT0796'KEEP STRAIGHT AHEAD, N, WHERE THE HIGHWAY CURVES W.  GO 1.05
 OT0796'MILES AND KEEP RIGHT FORK, N.  GO 3.45 MILES, PASS THRU GATE
 OT0796'AND TAKE RIGHT FORK, NE--GO 1.3 MILES TO THE J.W. DAVIS FARMHOUSE
 OT0796'AND KEEP STRAIGHT AHEAD, N.  GO 0.55 MILE TO TRIANGULATION
 OT0796'STATION COFFEE AND BOUNDARY MONUMENT NO. 174.  AND KEEP
 OT0796'STRAIGHT AHEAD, N.  GO 1.55 MILES TO AZIMUTH MARK AND KEEP
 OT0796'STRAIGHT AHEAD, N.  GO 0.7 MILE AND TAKE RIGHT FORK, NE.  GO 0.8
 OT0796'MILE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 OT0796'
 OT0796'FOUR-FOOT SIGNALS AT ISINGLASS, HAMMOND, AND EGAN ARE VISIBLE
 OT0796'FROM THE GROUND.  A 37-FOOT SIGNAL AT SLIM, AN 87-FOOT SIGNAL
 OT0796'AT HUNTER, AND A 20-FOOT SIGNAL AT COFFEE ARE VISIBLE FROM
 OT0796'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2383 ***********************************************************************
 PU2383  DESIGNATION -  DAVIS
 PU2383  PID         -  PU2383
 PU2383  STATE/COUNTY-  SD/BUTTE
 PU2383  COUNTRY     -  US
 PU2383  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU2383
 PU2383                         *CURRENT SURVEY CONTROL
 PU2383  ______________________________________________________________________
 PU2383* NAD 83(1996) POSITION- 44 52 42.51471(N) 103 50 58.86968(W)   ADJUSTED
 PU2383* NAVD 88 ORTHO HEIGHT -  1002.    (meters)     3287.    (feet) SCALED
 PU2383  ______________________________________________________________________
 PU2383  GEOID HEIGHT    -        -15.738 (meters)                     GEOID18
 PU2383  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 PU2383  HORZ ORDER      -  SECOND
 PU2383
 PU2383.The horizontal coordinates were established by classical geodetic methods
 PU2383.and adjusted by the National Geodetic Survey in January 1998.
 PU2383
 PU2383.The orthometric height was scaled from a topographic map.
 PU2383
 PU2383.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2383.GEOID18 height accuracy estimate available here.
 PU2383
 PU2383.Click photographs - Photos may exist for this station.
 PU2383
 PU2383.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2383
 PU2383. The following values were computed from the NAD 83(1996) position.
 PU2383
 PU2383;                    North         East     Units Scale Factor Converg.
 PU2383;SPC SD N     -   123,368.885   295,955.258   MT  0.99994363   -2 43 28.5
 PU2383;SPC SD N     -   404,752.75    970,979.88   sFT  0.99994363   -2 43 28.5
 PU2383;UTM  13      - 4,970,094.376   590,853.815   MT  0.99970150   +0 48 42.2
 PU2383
 PU2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2383!SPC SD N     -   0.99984531  x   0.99994363  =   0.99978895
 PU2383!UTM  13      -   0.99984531  x   0.99970150  =   0.99954686
 PU2383
 PU2383:                Primary Azimuth Mark                     Grid Az
 PU2383:SPC SD N     -  CROW                                     199 51 00.0
 PU2383:UTM  13      -  CROW                                     196 18 49.3
 PU2383
 PU2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9085370094(NAD 83)
 PU2383
 PU2383|---------------------------------------------------------------------|
 PU2383| PID    Reference Object                     Distance      Geod. Az  |
 PU2383|                                                           dddmmss.s |
 PU2383| CP9129 DAVIS RM 1                           12.945 METERS 03751     |
 PU2383| PU1814 CROW                                APPROX. 2.8 KM 1970731.5 |
 PU2383| CP9130 DAVIS RM 2                           12.466 METERS 30414     |
 PU2383|---------------------------------------------------------------------|
 PU2383
 PU2383                          SUPERSEDED SURVEY CONTROL
 PU2383
 PU2383  NAD 83(1993)-  44 52 42.51068(N)    103 50 58.86982(W) AD(       ) 2
 PU2383  NAD 83(1986)-  44 52 42.50388(N)    103 50 58.86493(W) AD(       ) 2
 PU2383  NAD 27      -  44 52 42.54940(N)    103 50 57.12510(W) AD(       ) 2
 PU2383
 PU2383.Superseded values are not recommended for survey control.
 PU2383
 PU2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2383.See file dsdata.pdf to determine how the superseded data were derived.
 PU2383
 PU2383_MARKER: DS = TRIANGULATION STATION DISK
 PU2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2383_STAMPING: DAVIS 1962
 PU2383_MARK LOGO: CGS
 PU2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2383+STABILITY: SURFACE MOTION
 PU2383
 PU2383  HISTORY     - Date     Condition        Report By
 PU2383  HISTORY     - 1962     MONUMENTED       CGS
 PU2383
 PU2383                          STATION DESCRIPTION
 PU2383
 PU2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2383'THE STATION IS 14-1/2 MILES NORTH OF BELLE FOURCHE, 2-1/4
 PU2383'MILES NORTHWEST OF MUD BUTTES, IN THE SOUTHEAST QUARTER OF
 PU2383'SECTION 27, T 11 N, R 2 E, ON THE SUMMIT OF A FLAT-TOPPED
 PU2383'GRASSY BUTTE, AND ON PROPERTY OWNED BY DAVIS RANCHES INC.
 PU2383'
 PU2383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 PU2383'AND 212, 0.7 MILE NORTH OF THE CENTER OF BELLE FOURCHE, GO
 PU2383'NORTH ON HIGHWAY 85 FOR 10.75 MILES TO THE OWL CREEK BRIDGE.
 PU2383'CONTINUE NORTHERLY ON HIGHWAY 85 FOR 0.8 MILE TO A SIDE ROAD
 PU2383'ON THE LEFT AT A SIGN GUSTAVE.  TURN LEFT AND GO NORTH ON A
 PU2383'GRAVEL ROAD FOR 2.55 MILES TO AN OLD ROAD ON THE LEFT AT THE
 PU2383'CREST OF A RIDGE.  TURN LEFT AND GO NORTHWEST AND WEST ON THE
 PU2383'OLD TRACK ROAD FOR 0.5 MILE TO A POINT WHERE THE ROAD PASSES
 PU2383'OVER THE CREST OF A RIDGE.  CONTINUE WEST ON THE TRACK ROAD
 PU2383'FOR 0.05 MILE TO A ROAD FORK.  BEAR LEFT AND FOLLOW A DIM
 PU2383'TRACK ROAD WEST, SOUTH AND SOUTHEAST ALONG THE CREST OF A
 PU2383'RIDGE FOR 0.6 MILE TO THE SUMMIT OF A FLAT-TOPPED BUTTE
 PU2383'AND THE STATION.
 PU2383'
 PU2383'STATION MARKS ARE STANDARD DISK STAMPED DAVIS 1962.  THE
 PU2383'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 PU2383'1 INCH.  IT IS 73 FEET NORTH OF THE SOUTH END OF THE BUTTE
 PU2383'AND 23 FEET EAST OF THE WEST EDGE OF THE BUTTE.  THE UNDERGROUND
 PU2383'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 50 INCHES BELOW
 PU2383'THE SURFACE OF THE GROUND.
 PU2383'
 PU2383'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAVIS NO 1 1962,
 PU2383'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS NEAR
 PU2383'THE EAST EDGE OF THE BUTTE.
 PU2383'
 PU2383'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAVIS NO 2 1962,
 PU2383'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 PU2383'11 FEET EAST OF THE WEST EDGE OF THE BUTTE.
 PU2383'
 PU2383'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0756 ***********************************************************************
 OQ0756  DESIGNATION -  DAVIS TANK
 OQ0756  PID         -  OQ0756
 OQ0756  STATE/COUNTY-  SD/TURNER
 OQ0756  COUNTRY     -  US
 OQ0756  USGS QUAD   -  LENNOX (2017)
 OQ0756
 OQ0756                         *CURRENT SURVEY CONTROL
 OQ0756  ______________________________________________________________________
 OQ0756* NAD 83(1996) POSITION- 43 15 29.12668(N) 096 59 39.86495(W)   ADJUSTED
 OQ0756  ______________________________________________________________________
 OQ0756  GEOID HEIGHT    -        -26.239 (meters)                     GEOID18
 OQ0756  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 OQ0756  HORZ ORDER      -  THIRD
 OQ0756
 OQ0756.The horizontal coordinates were established by classical geodetic methods
 OQ0756.and adjusted by the National Geodetic Survey in January 1998.
 OQ0756
 OQ0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0756.GEOID18 height accuracy estimate available here.
 OQ0756
 OQ0756.Click photographs - Photos may exist for this station.
 OQ0756
 OQ0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0756
 OQ0756. The following values were computed from the NAD 83(1996) position.
 OQ0756
 OQ0756;                    North         East     Units Scale Factor Converg.
 OQ0756;SPC SD S     -   108,180.680   871,024.052   MT  0.99992653   +2 18 12.1
 OQ0756;SPC SD S     -   354,922.78  2,857,684.74   sFT  0.99992653   +2 18 12.1
 OQ0756;UTM  14      - 4,791,428.876   662,788.789   MT  0.99992599   +1 22 28.9
 OQ0756
 OQ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6278891428(NAD 83)
 OQ0756
 OQ0756                          SUPERSEDED SURVEY CONTROL
 OQ0756
 OQ0756  NAD 83(1995)-  43 15 29.12910(N)    096 59 39.86113(W) AD(       ) 3
 OQ0756  NAD 83(1986)-  43 15 29.13257(N)    096 59 39.85191(W) AD(       ) 3
 OQ0756  NAD 27      -  43 15 29.20100(N)    096 59 38.69000(W) AD(       ) 3
 OQ0756
 OQ0756.Superseded values are not recommended for survey control.
 OQ0756
 OQ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0756.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0756
 OQ0756_MARKER: 51 = TANK
 OQ0756
 OQ0756  HISTORY     - Date     Condition        Report By
 OQ0756  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0756
 OQ0756                          STATION DESCRIPTION
 OQ0756
 OQ0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0756'POINT OBSERVED UPON IS FINIAL OF WATER TANK, PROBABLY MUNICIPAL
 OQ0756'IN THE TOWN OF DAVIS.  TOWN OFF SCHEME, NOT VISITED.
 OQ0756'
 OQ0756'OBSERVED UPON FROM STATIONS MURRAY, KLUMB, AND HANNAH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0429 ***********************************************************************
 QQ0429  DESIGNATION -  DAY
 QQ0429  PID         -  QQ0429
 QQ0429  STATE/COUNTY-  SD/DAY
 QQ0429  COUNTRY     -  US
 QQ0429  USGS QUAD   -  WEBSTER NE (2017)
 QQ0429
 QQ0429                         *CURRENT SURVEY CONTROL
 QQ0429  ______________________________________________________________________
 QQ0429* NAD 83(1996) POSITION- 45 23 35.38022(N) 097 35 31.62108(W)   ADJUSTED
 QQ0429* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 QQ0429  ______________________________________________________________________
 QQ0429  GEOID HEIGHT    -        -24.981 (meters)                     GEOID18
 QQ0429  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 QQ0429  HORZ ORDER      -  FIRST
 QQ0429
 QQ0429.The horizontal coordinates were established by classical geodetic methods
 QQ0429.and adjusted by the National Geodetic Survey in January 1998.
 QQ0429
 QQ0429.The orthometric height was scaled from a topographic map.
 QQ0429
 QQ0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0429.GEOID18 height accuracy estimate available here.
 QQ0429
 QQ0429.Click photographs - Photos may exist for this station.
 QQ0429
 QQ0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0429
 QQ0429. The following values were computed from the NAD 83(1996) position.
 QQ0429
 QQ0429;                    North         East     Units Scale Factor Converg.
 QQ0429;SPC SD N     -   176,138.141   788,515.148   MT  0.99995690   +1 42 14.9
 QQ0429;SPC SD N     -   577,879.88  2,586,986.78   sFT  0.99995690   +1 42 14.9
 QQ0429;UTM  14      - 5,027,591.158   610,201.095   MT  0.99974931   +1 00 08.8
 QQ0429
 QQ0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0429!SPC SD N     -   0.99991545  x   0.99995690  =   0.99987236
 QQ0429!UTM  14      -   0.99991545  x   0.99974931  =   0.99966479
 QQ0429
 QQ0429:                Primary Azimuth Mark                     Grid Az
 QQ0429:SPC SD N     -  DAY AZ MK                                358 01 41.3
 QQ0429:UTM  14      -  DAY AZ MK                                358 43 47.4
 QQ0429
 QQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1020127591(NAD 83)
 QQ0429
 QQ0429|---------------------------------------------------------------------|
 QQ0429| PID    Reference Object                     Distance      Geod. Az  |
 QQ0429|                                                           dddmmss.s |
 QQ0429| QQ0434 WEBSTER STATE RAD COMMUN TWR        APPROX. 7.7 KM 1375135.3 |
 QQ0429| CO5545 DAY RM 2                             14.902 METERS 17958     |
 QQ0429| CO5543 DAY AZ MK                                          3594356.2 |
 QQ0429| CO5544 DAY RM 1                             15.058 METERS 35958     |
 QQ0429|---------------------------------------------------------------------|
 QQ0429
 QQ0429                          SUPERSEDED SURVEY CONTROL
 QQ0429
 QQ0429  NAD 83(1986)-  45 23 35.37889(N)    097 35 31.60799(W) AD(       ) 1
 QQ0429  NAD 27      -  45 23 35.53659(N)    097 35 30.27682(W) AD(       ) 1
 QQ0429
 QQ0429.Superseded values are not recommended for survey control.
 QQ0429
 QQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0429.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0429
 QQ0429_MARKER: DS = TRIANGULATION STATION DISK
 QQ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0429_STAMPING: DAY 1952
 QQ0429_MARK LOGO: CGS
 QQ0429_PROJECTION: FLUSH
 QQ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0429+STABILITY: SURFACE MOTION
 QQ0429
 QQ0429  HISTORY     - Date     Condition        Report By
 QQ0429  HISTORY     - 1952     MONUMENTED       CGS
 QQ0429  HISTORY     - 1970     GOOD             USAF
 QQ0429
 QQ0429                          STATION DESCRIPTION
 QQ0429
 QQ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0429'THE STATION IS ABOUT 5 MILES NORTHWEST OF WEBSTER, 4-1/2 MILES
 QQ0429'NORTHEAST OF HOLMQUIST, IN SECTION 8, T 122 N, R 56 W, 12 FEET
 QQ0429'EAST OF A TRACK ROAD, 10 FEET SOUTH OF A 4 X 4 INCH WITNESS POST,
 QQ0429'AND 1 FOOT EAST OF A WIRE FENCE.
 QQ0429'
 QQ0429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QQ0429'STATE HIGHWAY 25 AT THE NORTH EDGE OF WEBSTER, GO NORTH ON A
 QQ0429'GRAVELED ROAD FOR 2.8 MILES TO A FORK, BEAR LEFT AND GO NORTH
 QQ0429'AND WEST ON MAIN GRAVELED ROAD FOR 1.7 MILES TO A CROSS ROAD,
 QQ0429'TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 3.0 MILES TO A FENCE
 QQ0429'CORNER AND THE AZIMUTH MARK ON THE LEFT, TURN LEFT AND GO SOUTH
 QQ0429'ON TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 QQ0429'
 QQ0429'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0429'STAMPED DAY 1952.
 QQ0429'
 QQ0429'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS FLUSH
 QQ0429'WITH THE GROUND, AND THE DISK IS STAMPED DAY NO 1 1952.
 QQ0429'
 QQ0429'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS
 QQ0429'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DAY NO 2 1952.
 QQ0429'
 QQ0429'THE AZIMUTH MARK IS 43 FEET SOUTH OF THE CENTER OF A GRAVELED
 QQ0429'ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER, AND 3 FEET NORTH OF A
 QQ0429'4 X 4 INCH WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND
 QQ0429'THE DISK IS STAMPED DAY 1952.
 QQ0429'
 QQ0429'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 QQ0429
 QQ0429                          STATION RECOVERY (1970)
 QQ0429
 QQ0429'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0429'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 QQ0429'IN GOOD CONDITION AS DESCRIBED.
 QQ0429'
 QQ0429'ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0070 ***********************************************************************
 QS0070  DESIGNATION -  DD 67
 QS0070  PID         -  QS0070
 QS0070  STATE/COUNTY-  SD/CAMPBELL
 QS0070  COUNTRY     -  US
 QS0070  USGS QUAD   -  MOUND CITY (2017)
 QS0070
 QS0070                         *CURRENT SURVEY CONTROL
 QS0070  ______________________________________________________________________
 QS0070* NAD 83(1986) POSITION- 45 43 35.     (N) 100 04 06.     (W)   SCALED
 QS0070* NAVD 88 ORTHO HEIGHT -   525.390 (meters)     1723.72  (feet) ADJUSTED
 QS0070  ______________________________________________________________________
 QS0070  GEOID HEIGHT    -        -22.278 (meters)                     GEOID18
 QS0070  DYNAMIC HEIGHT  -        525.350 (meters)     1723.59  (feet) COMP
 QS0070  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 QS0070
 QS0070  VERT ORDER      -  SECOND    CLASS 0
 QS0070
 QS0070.The horizontal coordinates were scaled from a map and have
 QS0070.an estimated accuracy of +/- 6 seconds.
 QS0070
 QS0070.The orthometric height was determined by differential leveling and
 QS0070.adjusted by the NATIONAL GEODETIC SURVEY
 QS0070.in June 1991.
 QS0070
 QS0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0070.GEOID18 height accuracy estimate available here.
 QS0070
 QS0070.Click photographs - Photos may exist for this station.
 QS0070
 QS0070.The dynamic height is computed by dividing the NAVD 88
 QS0070.geopotential number by the normal gravity value computed on the
 QS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0070.degrees latitude (g = 980.6199 gals.).
 QS0070
 QS0070.The modeled gravity was interpolated from observed gravity values.
 QS0070
 QS0070;                    North         East    Units  Estimated Accuracy
 QS0070;SPC SD N     -   210,370.      594,680.      MT  (+/- 180 meters Scaled)
 QS0070
 QS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168642(NAD 83)
 QS0070
 QS0070                          SUPERSEDED SURVEY CONTROL
 QS0070
 QS0070  NGVD 29 (??/??/92)  525.010  (m)         1722.47   (f) ADJ UNCH    2 0
 QS0070
 QS0070.Superseded values are not recommended for survey control.
 QS0070
 QS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0070.See file dsdata.pdf to determine how the superseded data were derived.
 QS0070
 QS0070_MARKER: DB = BENCH MARK DISK
 QS0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0070_STAMPING: DD 67 1934
 QS0070_MARK LOGO: CGS
 QS0070_PROJECTION: FLUSH
 QS0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0070+STABILITY: SURFACE MOTION
 QS0070
 QS0070  HISTORY     - Date     Condition        Report By
 QS0070  HISTORY     - 1934     MONUMENTED       CGS
 QS0070  HISTORY     - 1940     GOOD             CGS
 QS0070  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0070
 QS0070                          STATION DESCRIPTION
 QS0070
 QS0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0070'AT MOUND CITY.
 QS0070'AT MOUND CITY, CAMPBELL COUNTY, IN THE COURTHOUSE YARD, 58 FEET
 QS0070'SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE, 21 FEET
 QS0070'EAST OF THE SOUTHWEST CORNER FENCE POST, AND 0.7 FOOT NORTH
 QS0070'OF A WHITE POST.  A STANDARD MAGNETIC-STATION DISK, STAMPED
 QS0070'DD 67 1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 QS0070'WITH THE GROUND.
 QS0070
 QS0070                          STATION RECOVERY (1940)
 QS0070
 QS0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 QS0070'RECOVERED IN GOOD CONDITION.
 QS0070
 QS0070                          STATION RECOVERY (1997)
 QS0070
 QS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0070'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0574 ***********************************************************************
 PR0574  DESIGNATION -  DE SMET
 PR0574  PID         -  PR0574
 PR0574  STATE/COUNTY-  SD/KINGSBURY
 PR0574  COUNTRY     -  US
 PR0574  USGS QUAD   -  DE SMET (2017)
 PR0574
 PR0574                         *CURRENT SURVEY CONTROL
 PR0574  ______________________________________________________________________
 PR0574* NAD 83(1986) POSITION- 44 23 07.     (N) 097 33 32.     (W)   SCALED
 PR0574* NAVD 88 ORTHO HEIGHT -   534.759 (meters)     1754.46  (feet) ADJUSTED
 PR0574  ______________________________________________________________________
 PR0574  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 PR0574  DYNAMIC HEIGHT  -        534.657 (meters)     1754.12  (feet) COMP
 PR0574  MODELED GRAVITY -    980,410.7   (mgal)                       NAVD 88
 PR0574
 PR0574  VERT ORDER      -  FIRST     CLASS II
 PR0574
 PR0574.The horizontal coordinates were scaled from a map and have
 PR0574.an estimated accuracy of +/- 6 seconds.
 PR0574
 PR0574.The orthometric height was determined by differential leveling and
 PR0574.adjusted by the NATIONAL GEODETIC SURVEY
 PR0574.in October 1997.
 PR0574
 PR0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0574.GEOID18 height accuracy estimate available here.
 PR0574
 PR0574.Click photographs - Photos may exist for this station.
 PR0574
 PR0574.The dynamic height is computed by dividing the NAVD 88
 PR0574.geopotential number by the normal gravity value computed on the
 PR0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0574.degrees latitude (g = 980.6199 gals.).
 PR0574
 PR0574.The modeled gravity was interpolated from observed gravity values.
 PR0574
 PR0574;                    North         East    Units  Estimated Accuracy
 PR0574;SPC SD N     -    64,270.      794,490.      MT  (+/- 180 meters Scaled)
 PR0574
 PR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ147156(NAD 83)
 PR0574
 PR0574                          SUPERSEDED SURVEY CONTROL
 PR0574
 PR0574  NAVD 88 (06/15/91)  534.821  (m)         1754.66   (f) SUPERSEDED  1 2
 PR0574  NGVD 29 (??/??/92)  534.517  (m)         1753.66   (f) ADJ UNCH    1 2
 PR0574
 PR0574.Superseded values are not recommended for survey control.
 PR0574
 PR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0574.See file dsdata.pdf to determine how the superseded data were derived.
 PR0574
 PR0574_MARKER: DB = BENCH MARK DISK
 PR0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0574_STAMPING: DE SMET 1934
 PR0574_MARK LOGO: CGS
 PR0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0574+STABILITY: SURFACE MOTION
 PR0574
 PR0574  HISTORY     - Date     Condition        Report By
 PR0574  HISTORY     - 1934     MONUMENTED       CGS
 PR0574  HISTORY     - 1941     GOOD             CGS
 PR0574  HISTORY     - 19940923 GOOD             NGS
 PR0574
 PR0574                          STATION DESCRIPTION
 PR0574
 PR0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0574'AT DE SMET.
 PR0574'AT DE SMET, KINGSBURY COUNTY, AND IN ABOUT THE CENTER OF
 PR0574'WASHINGTON PARK.  A STANDARD DISK, STAMPED DE SMET 1934 AND
 PR0574'SET IN THE TOP OF A CONCRETE POST.
 PR0574
 PR0574                          STATION RECOVERY (1941)
 PR0574
 PR0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PR0574'RECOVERED IN GOOD CONDITION.
 PR0574
 PR0574                          STATION RECOVERY (1994)
 PR0574
 PR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0574'IN DE SMET, AT THE INTERSECTION OF 3RD STREET AND ANDREWS AVENUE, IN
 PR0574'THE CITY PARK, 34.9 M (114.5 FT) NORTHWEST OF A MEMORIAL (DOCTOR
 PR0574'EDWARD GOMER DAVIES AND FAMILY), 34.6 M (113.5 FT) SOUTH OF THE CENTER
 PR0574'OF THE STREET, 27.4 M (89.9 FT) WEST OF THE CENTER OF THE AVENUE, 19.4
 PR0574'M (63.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A PICNIC TABLE
 PR0574'SHELTER, 12.3 M (40.4 FT) SOUTHEAST OF THE NORTH END OF EAST HORSESHOE
 PR0574'PITCHING AREA, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 PR0574'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2039 ***********************************************************************
 PU2039  DESIGNATION -  DEB
 PU2039  PID         -  PU2039
 PU2039  STATE/COUNTY-  SD/LAWRENCE
 PU2039  COUNTRY     -  US
 PU2039  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2039
 PU2039                         *CURRENT SURVEY CONTROL
 PU2039  ______________________________________________________________________
 PU2039* NAD 83(1986) POSITION- 44 31 03.     (N) 103 34 31.     (W)   SCALED
 PU2039* NAVD 88 ORTHO HEIGHT -  1045.112 (meters)     3428.84  (feet) ADJUSTED
 PU2039  ______________________________________________________________________
 PU2039  GEOID HEIGHT    -        -15.492 (meters)                     GEOID18
 PU2039  DYNAMIC HEIGHT  -       1044.790 (meters)     3427.78  (feet) COMP
 PU2039  MODELED GRAVITY -    980,273.3   (mgal)                       NAVD 88
 PU2039
 PU2039  VERT ORDER      -  SECOND    CLASS 0
 PU2039
 PU2039.The horizontal coordinates were scaled from a map and have
 PU2039.an estimated accuracy of +/- 6 seconds.
 PU2039
 PU2039.The orthometric height was determined by differential leveling and
 PU2039.adjusted by the NATIONAL GEODETIC SURVEY
 PU2039.in June 1991.
 PU2039
 PU2039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2039.GEOID18 height accuracy estimate available here.
 PU2039
 PU2039.Click photographs - Photos may exist for this station.
 PU2039
 PU2039.The dynamic height is computed by dividing the NAVD 88
 PU2039.geopotential number by the normal gravity value computed on the
 PU2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2039.degrees latitude (g = 980.6199 gals.).
 PU2039
 PU2039.The modeled gravity was interpolated from observed gravity values.
 PU2039
 PU2039;                    North         East    Units  Estimated Accuracy
 PU2039;SPC SD N     -    82,300.      315,840.      MT  (+/- 180 meters Scaled)
 PU2039
 PU2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK132303(NAD 83)
 PU2039
 PU2039                          SUPERSEDED SURVEY CONTROL
 PU2039
 PU2039  NGVD 29 (??/??/92) 1044.596  (m)         3427.15   (f) ADJ UNCH    2 0
 PU2039
 PU2039.Superseded values are not recommended for survey control.
 PU2039
 PU2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2039.See file dsdata.pdf to determine how the superseded data were derived.
 PU2039
 PU2039_MARKER: DS = TRIANGULATION STATION DISK
 PU2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2039_STAMPING: DEB 1962
 PU2039_MARK LOGO: CGS
 PU2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2039+STABILITY: SURFACE MOTION
 PU2039
 PU2039  HISTORY     - Date     Condition        Report By
 PU2039  HISTORY     - 1962     MONUMENTED       CGS
 PU2039
 PU2039                          STATION DESCRIPTION
 PU2039
 PU2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2039'6 MI NE FROM WHITEWOOD.
 PU2039'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2039'RAILWAY STATION AT WHITEWOOD, THENCE 4.8 MILES NORTHEAST ALONG
 PU2039'A ROAD, THENCE 1.0 MILE EAST ALONG A ROAD, 32 FEET SOUTH OF THE
 PU2039'CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A FENCE, 7.6 FEET
 PU2039'EAST OF A WITNESS POST, 63.8 FEET SOUTH AND ACROSS THE ROAD
 PU2039'FROM REFERENCE MARK 1, 40.8 FEET WEST OF REFERENCE MARK 2,
 PU2039'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU2039'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2038 ***********************************************************************
 PU2038  DESIGNATION -  DEB RM 1
 PU2038  PID         -  PU2038
 PU2038  STATE/COUNTY-  SD/LAWRENCE
 PU2038  COUNTRY     -  US
 PU2038  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2038
 PU2038                         *CURRENT SURVEY CONTROL
 PU2038  ______________________________________________________________________
 PU2038* NAD 83(1986) POSITION- 44 31 03.     (N) 103 34 31.     (W)   SCALED
 PU2038* NAVD 88 ORTHO HEIGHT -  1044.842 (meters)     3427.95  (feet) ADJUSTED
 PU2038  ______________________________________________________________________
 PU2038  GEOID HEIGHT    -        -15.492 (meters)                     GEOID18
 PU2038  DYNAMIC HEIGHT  -       1044.520 (meters)     3426.90  (feet) COMP
 PU2038  MODELED GRAVITY -    980,273.3   (mgal)                       NAVD 88
 PU2038
 PU2038  VERT ORDER      -  SECOND    CLASS 0
 PU2038
 PU2038.The horizontal coordinates were scaled from a map and have
 PU2038.an estimated accuracy of +/- 6 seconds.
 PU2038
 PU2038.The orthometric height was determined by differential leveling and
 PU2038.adjusted by the NATIONAL GEODETIC SURVEY
 PU2038.in June 1991.
 PU2038
 PU2038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2038.GEOID18 height accuracy estimate available here.
 PU2038
 PU2038.Click photographs - Photos may exist for this station.
 PU2038
 PU2038.The dynamic height is computed by dividing the NAVD 88
 PU2038.geopotential number by the normal gravity value computed on the
 PU2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2038.degrees latitude (g = 980.6199 gals.).
 PU2038
 PU2038.The modeled gravity was interpolated from observed gravity values.
 PU2038
 PU2038;                    North         East    Units  Estimated Accuracy
 PU2038;SPC SD N     -    82,300.      315,840.      MT  (+/- 180 meters Scaled)
 PU2038
 PU2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK132303(NAD 83)
 PU2038
 PU2038                          SUPERSEDED SURVEY CONTROL
 PU2038
 PU2038  NGVD 29 (??/??/92) 1044.326  (m)         3426.26   (f) ADJ UNCH    2 0
 PU2038
 PU2038.Superseded values are not recommended for survey control.
 PU2038
 PU2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2038.See file dsdata.pdf to determine how the superseded data were derived.
 PU2038
 PU2038_MARKER: DR = REFERENCE MARK DISK
 PU2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2038_STAMPING: DEB NO 1 1962
 PU2038_MARK LOGO: CGS
 PU2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2038+STABILITY: SURFACE MOTION
 PU2038
 PU2038  HISTORY     - Date     Condition        Report By
 PU2038  HISTORY     - 1962     MONUMENTED       CGS
 PU2038
 PU2038                          STATION DESCRIPTION
 PU2038
 PU2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2038'6 MI NE FROM WHITEWOOD.
 PU2038'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2038'RAILWAY STATION AT WHITEWOOD, THENCE 4.8 MILES NORTHEAST ALONG
 PU2038'A ROAD, THENCE 1.0 MILE EAST ALONG A ROAD, 32 FEET NORTH OF
 PU2038'THE CENTER LINE OF THE ROAD, 90 FEET WEST OF POWER POLE 15,
 PU2038'63.8 FEET NORTH AND ACROSS THE ROAD FROM THE STATION, 0.5 FOOT
 PU2038'SOUTH OF A FENCE, ABOUT 1/2 FOOT LOWER THAN THE ROAD AND IN THE
 PU2038'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2040 ***********************************************************************
 PU2040  DESIGNATION -  DEB RM 2
 PU2040  PID         -  PU2040
 PU2040  STATE/COUNTY-  SD/LAWRENCE
 PU2040  COUNTRY     -  US
 PU2040  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2040
 PU2040                         *CURRENT SURVEY CONTROL
 PU2040  ______________________________________________________________________
 PU2040* NAD 83(1986) POSITION- 44 31 03.     (N) 103 34 31.     (W)   SCALED
 PU2040* NAVD 88 ORTHO HEIGHT -  1045.033 (meters)     3428.58  (feet) ADJUSTED
 PU2040  ______________________________________________________________________
 PU2040  GEOID HEIGHT    -        -15.492 (meters)                     GEOID18
 PU2040  DYNAMIC HEIGHT  -       1044.710 (meters)     3427.52  (feet) COMP
 PU2040  MODELED GRAVITY -    980,273.3   (mgal)                       NAVD 88
 PU2040
 PU2040  VERT ORDER      -  SECOND    CLASS 0
 PU2040
 PU2040.The horizontal coordinates were scaled from a map and have
 PU2040.an estimated accuracy of +/- 6 seconds.
 PU2040
 PU2040.The orthometric height was determined by differential leveling and
 PU2040.adjusted by the NATIONAL GEODETIC SURVEY
 PU2040.in June 1991.
 PU2040
 PU2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2040.GEOID18 height accuracy estimate available here.
 PU2040
 PU2040.Click photographs - Photos may exist for this station.
 PU2040
 PU2040.The dynamic height is computed by dividing the NAVD 88
 PU2040.geopotential number by the normal gravity value computed on the
 PU2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2040.degrees latitude (g = 980.6199 gals.).
 PU2040
 PU2040.The modeled gravity was interpolated from observed gravity values.
 PU2040
 PU2040;                    North         East    Units  Estimated Accuracy
 PU2040;SPC SD N     -    82,300.      315,840.      MT  (+/- 180 meters Scaled)
 PU2040
 PU2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK132303(NAD 83)
 PU2040
 PU2040                          SUPERSEDED SURVEY CONTROL
 PU2040
 PU2040  NGVD 29 (??/??/92) 1044.517  (m)         3426.89   (f) ADJ UNCH    2 0
 PU2040
 PU2040.Superseded values are not recommended for survey control.
 PU2040
 PU2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2040.See file dsdata.pdf to determine how the superseded data were derived.
 PU2040
 PU2040_MARKER: DR = REFERENCE MARK DISK
 PU2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2040_STAMPING: DEB NO 2 1962
 PU2040_MARK LOGO: CGS
 PU2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2040+STABILITY: SURFACE MOTION
 PU2040
 PU2040  HISTORY     - Date     Condition        Report By
 PU2040  HISTORY     - 1962     MONUMENTED       CGS
 PU2040
 PU2040                          STATION DESCRIPTION
 PU2040
 PU2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2040'6 MI NE FROM WHITEWOOD.
 PU2040'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2040'RAILWAY STATION AT WHITEWOOD, THENCE 4.8 MILES NORTHEAST ALONG
 PU2040'A ROAD, THENCE 1.0 MILE EAST ALONG A ROAD, 33 FEET SOUTH OF
 PU2040'THE CENTER LINE OF THE ROAD, 40.8 FEET EAST OF THE STATION,
 PU2040'0.5 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE
 PU2040'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0590 ***********************************************************************
 QR0590  DESIGNATION -  DEEN
 QR0590  PID         -  QR0590
 QR0590  STATE/COUNTY-  SD/BROWN
 QR0590  COUNTRY     -  US
 QR0590  USGS QUAD   -  ABERDEEN WEST (2017)
 QR0590
 QR0590                         *CURRENT SURVEY CONTROL
 QR0590  ______________________________________________________________________
 QR0590* NAD 83(1996) POSITION- 45 27 35.40666(N) 098 34 58.43438(W)   ADJUSTED
 QR0590* NAD 83(1996) ELLIP HT-   391.428 (meters)        (06/15/04)   ADJUSTED
 QR0590* NAVD 88 ORTHO HEIGHT -   416.2   (meters)     1365.    (feet) VERTCON3
 QR0590  ______________________________________________________________________
 QR0590  GEOID HEIGHT    -        -24.243 (meters)                     GEOID18
 QR0590  NAD 83(1996) X  -   -668,832.640 (meters)                     COMP
 QR0590  NAD 83(1996) Y  - -4,431,395.164 (meters)                     COMP
 QR0590  NAD 83(1996) Z  -  4,523,618.250 (meters)                     COMP
 QR0590  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 QR0590  HORZ ORDER      -  FIRST
 QR0590  ELLP ORDER      -  FOURTH    CLASS I
 QR0590
 QR0590.The horizontal coordinates were established by classical geodetic methods
 QR0590.and adjusted by the National Geodetic Survey in January 1998.
 QR0590
 QR0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0590
 QR0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0590.GEOID18 height accuracy estimate available here.
 QR0590
 QR0590.Click photographs - Photos may exist for this station.
 QR0590
 QR0590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0590
 QR0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0590
 QR0590.The ellipsoidal height was determined by GPS observations
 QR0590.and is referenced to NAD 83.
 QR0590
 QR0590. The following values were computed from the NAD 83(1996) position.
 QR0590
 QR0590;                    North         East     Units Scale Factor Converg.
 QR0590;SPC SD N     -   181,714.306   710,827.043   MT  0.99996452   +1 00 10.6
 QR0590;SPC SD N     -   596,174.35  2,332,105.06   sFT  0.99996452   +1 00 10.6
 QR0590;UTM  14      - 5,034,118.929   532,609.967   MT  0.99961307   +0 17 50.3
 QR0590
 QR0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0590!SPC SD N     -   0.99993864  x   0.99996452  =   0.99990316
 QR0590!UTM  14      -   0.99993864  x   0.99961307  =   0.99955173
 QR0590
 QR0590:                Primary Azimuth Mark                     Grid Az
 QR0590:SPC SD N     -  RICHARD                                  182 29 48.1
 QR0590:UTM  14      -  RICHARD                                  183 12 08.4
 QR0590
 QR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3260934118(NAD 83)
 QR0590
 QR0590|---------------------------------------------------------------------|
 QR0590| PID    Reference Object                     Distance      Geod. Az  |
 QR0590|                                                           dddmmss.s |
 QR0590| QR0573 ABERDEEN BROWN CO CTHSE DOME        APPROX. 7.6 KM 0855612.6 |
 QR0590| QR0572 ABERDEEN EPIS CHURCH SPIRE          APPROX. 7.5 KM 0895647.7 |
 QR0590| CO5552 DEEN AZ MK                                         0923837.1 |
 QR0590| QR0576 ABERDEEN N NORM INDUS SCH STK       APPROX. 8.0 KM 0972757.0 |
 QR0590| QR0582 ABERDEEN SIEBRECHT FLORIST STK      APPROX. 7.4 KM 1143304.2 |
 QR0590| CO5553 DEEN RM 1                            43.141 METERS 18048     |
 QR0590| QR0591 RICHARD                             APPROX.14.5 KM 1832958.7 |
 QR0590| QR0592 SAINT JOHNS EVAN LUTH CH            APPROX.11.5 KM 1940412.5 |
 QR0590| CO5555 DEEN RM 3                            28.826 METERS 28006     |
 QR0590| CO5554 DEEN RM 2                            34.706 METERS 28818     |
 QR0590|---------------------------------------------------------------------|
 QR0590
 QR0590                          SUPERSEDED SURVEY CONTROL
 QR0590
 QR0590  ELLIP H (01/23/98)  391.403  (m)                       GP(       ) 4 1
 QR0590  NAD 83(1986)-  45 27 35.42211(N)    098 34 58.42363(W) AD(       ) 1
 QR0590  NAD 27      -  45 27 35.50600(N)    098 34 57.07800(W) AD(       ) 1
 QR0590  NGVD 29 (06/03/93)  416.0    (m)  UNKNOWN  model used  GPS OBS        
 QR0590
 QR0590.Superseded values are not recommended for survey control.
 QR0590
 QR0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0590.See file dsdata.pdf to determine how the superseded data were derived.
 QR0590
 QR0590_MARKER: DS = TRIANGULATION STATION DISK
 QR0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0590_STAMPING: DEEN 1934
 QR0590_MARK LOGO: CGS
 QR0590_PROJECTION: FLUSH
 QR0590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QR0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0590+STABILITY: SURFACE MOTION
 QR0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0590+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 QR0590
 QR0590  HISTORY     - Date     Condition        Report By
 QR0590  HISTORY     - 1934     MONUMENTED       CGS
 QR0590  HISTORY     - 1934     GOOD             CGS
 QR0590  HISTORY     - 1970     GOOD             NGS
 QR0590  HISTORY     - 1971     GOOD             NGS
 QR0590  HISTORY     - 19921015 GOOD             NOS
 QR0590
 QR0590                          STATION DESCRIPTION
 QR0590
 QR0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0590'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SEC. 19, T 123 N, R 64
 QR0590'W, APPROXIMATELY 100 YARDS SOUTH OF NORTH SECTION LINE AND 0.2 MILE
 QR0590'WEST OF THE EAST LINE, ON LAND OWNED BY THE TIFFANY BROTHERS OF
 QR0590'ABERDEEN, AND OCCUPIED BY GEORGE ZUMM.
 QR0590'
 QR0590'THE STATION IS 65 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 12, 36 FEET
 QR0590'SOUTH OF E-W FENCE LINE IN NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH
 QR0590'WITH GROUND.
 QR0590'
 QR0590'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP
 QR0590'OF CONCRETE CYLINDERS.
 QR0590'
 QR0590'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AT THE
 QR0590'CENTER OF THE TOP OF BLOCKS OF CONCRETE.
 QR0590'
 QR0590'REFERENCE MARK NO. 1 IS 177 FEET SOUTH OF EAST-WEST FENCE LINE IN
 QR0590'NORTH-SOUTH FENCE LINE SOUTH OF STATION.
 QR0590'
 QR0590'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY
 QR0590'12, NORTHWEST OF STATION OF STATION IN EAST-WEST FENCE LINE.
 QR0590'
 QR0590'AZIMUTH MARK IS EAST OF STATION, 225 FEET SOUTH OF CENTERLINE OF U.S.
 QR0590'HIGHWAY 12, 39 FEET WEST OF CENTERLINE OF DRIVEWAY ENTERING W. BOLTES
 QR0590'HOUSE IN NORTH-SOUTH FENCE LINE.
 QR0590'
 QR0590'TO REACH THE AZIMUTH FROM STATION, GO EAST ON U.S. HIGHWAY 12 FOR 0.6
 QR0590'MILE TO MARK RIGHT.
 QR0590'
 QR0590'STATION IS REACHED FROM JUNCTION OF U.S. HIGHWAY 281 AND U.S. HIGHWAY
 QR0590'12 IN ABERDEEN BY GOING WEST ON U.S. HIGHWAY 12 FOR 4.6 MILES TO THE
 QR0590'STATION ON THE LEFT.
 QR0590'
 QR0590'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0590
 QR0590                          STATION RECOVERY (1934)
 QR0590
 QR0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0590'RECOVERED IN GOOD CONDITION.
 QR0590
 QR0590                          STATION RECOVERY (1970)
 QR0590
 QR0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 QR0590'STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION AS
 QR0590'DESCRIBED.  AZIMUTH MARK NOT SEARCHED FOR BECAUSE OF BILL BOARD IN
 QR0590'LINE.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  THE OLD DESCRIPTION
 QR0590'IS ADEQUATE.  STANDARD BRACED TRIPOD USED.
 QR0590
 QR0590                          STATION RECOVERY (1971)
 QR0590
 QR0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0590'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 QR0590'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED,
 QR0590'THE MONUMENT WITH THE DISK INTACT WAS FOUND LYING ON TOP OF THE
 QR0590'GROUND.  THE AZIMUTH MARK AND OTHER OBJECTS WERE NOT VISIBLE DUE TO
 QR0590'TREES ON LINE.  REFERENCE MARK NO. 3 WAS SET.  A NEW DESCRIPTION
 QR0590'FOLLOWS--
 QR0590'
 QR0590'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF ABERDEEN IN THE
 QR0590'NORTHEAST 1/4 OF SEC. 19, T123N, R64W, ALONG THE SOUTH SIDE OF OLD
 QR0590'U.S. HIGHWAY 12 AT THE CREST OF A PROMINENT RIDGE IN A TREE COVERED
 QR0590'PASTURE ON PROPERTY OWNED BY MR. ALBERT EILERS, 0.75 MILE EAST OF
 QR0590'COUNTY ROAD 6.
 QR0590'
 QR0590'THE STATION MARK IS A STANDARD DISK STAMPED DEEN 1934, SET IN A ROUND
 QR0590'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 385 FEET WEST OF THE
 QR0590'CENTER OF THE DRIVEWAY LEADING INTO THE FARMSTEAD OF MR. EILERS, 67
 QR0590'FEET SOUTH OF THE CENTER OF HIGHWAY 12, 16 FEET SOUTH OF THE SOUTH
 QR0590'RIGHT-OF-WAY FENCE LINE, AND 20 FEET SOUTHWEST OF A TELEPHONE POLE.
 QR0590'
 QR0590'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DEEN NO 1 1934, SET IN
 QR0590'A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS AT THE
 QR0590'BOTTOM OF THE SOUTH SLOPE OF SLIGHT HILL, 208 FEET SOUTH OF THE CENTER
 QR0590'OF HIGHWAY 12, 40 FEET NORTH OF A FIELD, AND 12 FEET WEST OF A GARDEN
 QR0590'FENCE.
 QR0590'
 QR0590'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DEEN 1934 NO 3 1971,
 QR0590'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT IS 52
 QR0590'FEET SOUTH OF THE CENTER OF HIGHWAY 12, 27 FEET EAST OF A TELEPHONE
 QR0590'POLE, AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND METAL WITNESS
 QR0590'POST.
 QR0590'
 QR0590'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DEEN AZI
 QR0590'1934, SET IN A CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS AT
 QR0590'THE FARMSTEAD ON PROPERTY OWNED BY MR. ALLEN L.  GRADY, 225 FEET SOUTH
 QR0590'OF THE CENTER OF HIGHWAY 12, 83 FEET WEST OF THE SOUTH WEST CORNER OF
 QR0590'THE HOUSE, 49 FEET NORTH OF A WELL, 13 FEET NORTH OF A 24-INCHE TREE,
 QR0590'AND 2 FEET EAST OF A YARD FENCE.
 QR0590'
 QR0590'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 12 AND 281
 QR0590'IN THE CENTRAL PART OF ABERDEEN WHERE HIGHWAY 281 GOES NORTH AND WEST,
 QR0590'GO WEST ON OLD HIGHWAY 12 FOR 4.0 MILES TO THE AZIMUTH MARK ON THE
 QR0590'LEFT AS DESCRIBED, CONTINUE WEST FOR 0.6 MILE TO THE CREST OF THE
 QR0590'RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 QR0590'
 QR0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES WEST OF
 QR0590'ABERDEEN.
 QR0590
 QR0590                          STATION RECOVERY (1992)
 QR0590
 QR0590'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 QR0590'THE STATION IS LOCATED ABOUT 4.2 MI (6.76 KM) WEST OF ABERDEEN, ON THE
 QR0590'SOUTH-SIDE OF BROWN COUNTY ROAD 12W, IN LINE WITH THE SECOND ROW OF
 QR0590'SMALL TREES USED AS A WIND BREAK.
 QR0590'
 QR0590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 281 IN
 QR0590'ABERDEEN.  GO WESTERLY ON U.S. HIGHWAYS 12 AND 281 FOR 1.15 MI. AT
 QR0590'THIS POINT U.S. HIGHWAY 281 TURNS LEFT (SOUTHERLY), CONTINUE WESTERLY
 QR0590'ON U.S. HIGHWAY 12 FOR 0.5 MI (0.80 KM) TO A ROAD ON THE RIGHT.  TURN
 QR0590'RIGHT AND GO NORTHERLY THEN WESTERLY ON BROWN COUNTY ROAD 12W FOR 2.8
 QR0590'MI (4.51 KM) TO THE STATION ON THE LEFT AT THE TOP OF A SMALL RIDGE.
 QR0590'
 QR0590'THE STATION IS LOCATED 385.0 FT (117.35 M) WEST OF A GRAVEL DRIVEWAY
 QR0590'LEADING TO A FARMSTEAD, 141.54 FT (43.14 M) EAST-SOUTHEAST OF
 QR0590'REFERENCE MARK NO 1, 94.57 FT (28.82 M) NORTH OF REFERENCE MARK NO 3,
 QR0590'AND 65.O FT SOUTH OF THE CENTER OF BROWN COUNTY ROAD 12W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0475 ***********************************************************************
 PU0475  DESIGNATION -  DEEP
 PU0475  PID         -  PU0475
 PU0475  STATE/COUNTY-  SD/PENNINGTON
 PU0475  COUNTRY     -  US
 PU0475  USGS QUAD   -  CREIGHTON (2017)
 PU0475
 PU0475                         *CURRENT SURVEY CONTROL
 PU0475  ______________________________________________________________________
 PU0475* NAD 83(1996) POSITION- 44 21 59.41895(N) 102 09 05.08555(W)   ADJUSTED
 PU0475* NAVD 88 ORTHO HEIGHT -   750.656 (meters)     2462.78  (feet) ADJUSTED
 PU0475  ______________________________________________________________________
 PU0475  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 PU0475  LAPLACE CORR    -         -7.74  (seconds)                    DEFLEC18
 PU0475  DYNAMIC HEIGHT  -        750.467 (meters)     2462.16  (feet) COMP
 PU0475  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 PU0475
 PU0475  HORZ ORDER      -  SECOND
 PU0475  VERT ORDER      -  SECOND    CLASS 0
 PU0475
 PU0475.The horizontal coordinates were established by classical geodetic methods
 PU0475.and adjusted by the National Geodetic Survey in January 1998.
 PU0475
 PU0475.The orthometric height was determined by differential leveling and
 PU0475.adjusted by the NATIONAL GEODETIC SURVEY
 PU0475.in June 1991.
 PU0475
 PU0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0475.GEOID18 height accuracy estimate available here.
 PU0475
 PU0475.Click photographs - Photos may exist for this station.
 PU0475
 PU0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0475
 PU0475.The dynamic height is computed by dividing the NAVD 88
 PU0475.geopotential number by the normal gravity value computed on the
 PU0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0475.degrees latitude (g = 980.6199 gals.).
 PU0475
 PU0475.The modeled gravity was interpolated from observed gravity values.
 PU0475
 PU0475. The following values were computed from the NAD 83(1996) position.
 PU0475
 PU0475;                    North         East     Units Scale Factor Converg.
 PU0475;SPC SD S     -   227,463.785   455,092.126   MT  0.99999217   -1 15 15.1
 PU0475;SPC SD S     -   746,270.77  1,493,081.42   sFT  0.99999217   -1 15 15.1
 PU0475;UTM  13      - 4,916,528.073   726,974.588   MT  1.00023361   +1 59 33.8
 PU0475
 PU0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0475!SPC SD S     -   0.99988538  x   0.99999217  =   0.99987755
 PU0475!UTM  13      -   0.99988538  x   1.00023361  =   1.00011896
 PU0475
 PU0475:                Primary Azimuth Mark                     Grid Az
 PU0475:SPC SD S     -  DEEP AZ MK                               280 39 54.3
 PU0475:UTM  13      -  DEEP AZ MK                               277 25 05.4
 PU0475
 PU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2697416528(NAD 83)
 PU0475
 PU0475|---------------------------------------------------------------------|
 PU0475| PID    Reference Object                     Distance      Geod. Az  |
 PU0475|                                                           dddmmss.s |
 PU0475| PU0476 DEEP RM 1                            17.460 METERS 18829     |
 PU0475| PU0473 DEEP AZ MK                                         2792439.2 |
 PU0475| PU0474 DEEP RM 2                            18.767 METERS 28727     |
 PU0475|---------------------------------------------------------------------|
 PU0475
 PU0475                          SUPERSEDED SURVEY CONTROL
 PU0475
 PU0475  NAD 83(1986)-  44 21 59.41137(N)    102 09 05.08714(W) AD(       ) 2
 PU0475  NAD 27      -  44 21 59.46840(N)    102 09 03.52290(W) AD(       ) 2
 PU0475  NGVD 29 (??/??/92)  750.206  (m)         2461.30   (f) ADJ UNCH    2 0
 PU0475  NGVD 29             750.21   (m)         2461.3    (f) LEVELING    3  
 PU0475
 PU0475.Superseded values are not recommended for survey control.
 PU0475
 PU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0475.See file dsdata.pdf to determine how the superseded data were derived.
 PU0475
 PU0475_MARKER: DS = TRIANGULATION STATION DISK
 PU0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0475_STAMPING: DEEP 1961
 PU0475_MARK LOGO: CGS
 PU0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0475+STABILITY: SURFACE MOTION
 PU0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0475+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1987
 PU0475
 PU0475  HISTORY     - Date     Condition        Report By
 PU0475  HISTORY     - 1961     MONUMENTED       CGS
 PU0475  HISTORY     - 1962     GOOD             CGS
 PU0475  HISTORY     - 19870618 GOOD             NGS
 PU0475
 PU0475                          STATION DESCRIPTION
 PU0475
 PU0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU0475'THE STATION IS IN THE APPROXIMATE CENTER OF SECTION 26,
 PU0475'T 5 N, R 16 E, 5-1/2 MILES SOUTH OF THE CHEYENNE RIVER, 4-1/2
 PU0475'MILES SOUTH OF PEDRO, UPON THE KNUTSON RANCH AND ABOUT 1.0
 PU0475'MILE WEST OF THE KNUTSON RANCH HOME.  IT IS ON THE CREST
 PU0475'OF A RIDGE THAT DESCENDS INTO THE DEEP CREEK VALLEY FROM THE
 PU0475'WEST.
 PU0475'
 PU0475'TO REACH THE STATION FROM THE CREIGHTON POST OFFICE, WHICH
 PU0475'IS 19.5 MILES NORTH OF WALL, DRIVE NORTH ON THE GRAVELED ROAD
 PU0475'FOR 9.7 MILES TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE
 PU0475'EAST FOR 2.0 MILES TO A NORTHEAST FENCE CORNER AND THE AZIMUTH
 PU0475'MARK ON THE RIGHT, SOUTH, SIDE OF THE ROAD.  CONTINUE EAST
 PU0475'ON THE GRAVELED ROAD FOR 0.45 MILE, THENCE TURN LEFT AND DRIVE
 PU0475'ACROSS COUNTRY FOR 0.1 MILE TO THE CREST OF THE RIDGE AND THE
 PU0475'STATION.
 PU0475'
 PU0475'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED DEEP 1961,
 PU0475'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 PU0475'INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE
 PU0475'OF THE GROUND.
 PU0475'
 PU0475'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED DEEP 1961,
 PU0475'IS SET IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE
 PU0475'SURFACE OF THE GROUND.
 PU0475'
 PU0475'REFERENCE MARK 1, A STANDARD DISK STAMPED DEEP NO 1 1961,
 PU0475'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0475'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 PU0475'GROUND.  IT IS ON THE SOUTH SLOPE OF THE RIDGE, ABOUT 2 FEET
 PU0475'LOWER IN ELEVATION THAN THE STATION MARK.
 PU0475'
 PU0475'REFERENCE MARK 2, A STANDARD DISK STAMPED DEEP NO 2 1961,
 PU0475'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 PU0475'INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE TH SURFACE
 PU0475'OF THE GROUND.  IT IS ON THE CREST OF THE RIDGE, ABOUT 16
 PU0475'INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 PU0475'
 PU0475'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEEP 1961, IS SET
 PU0475'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0475'IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 PU0475'GROUND.  IT IS 41.0 FEET SOUTH OF THE CENTER OF THE GRAVELED
 PU0475'ROAD, 13.0 FEET SOUTH OF THE NORTHEAST FENCE CORNER, 3.0
 PU0475'FEET SOUTH OF A METAL WITNESS POST WITH SIGN AND 1.3 FEET
 PU0475'EAST OF THE NORTH-SOUTH FENCE.
 PU0475'
 PU0475'THE PICTURE POINT IS THE CENTER OF THE TOP OF A SMALL SPRUCE
 PU0475'TREE WHICH S SITUATED ON THE EAST SLOPE OF THE RIDGE AT A
 PU0475'POINT WHERE THE RIDGE BEGINS A STEEP DESCENT INTO THE DEEP
 PU0475'CREEK VALLEY.  THE TREE IS ABOUT 6.0 FEET IN HEIGHT, ITS TOP
 PU0475'ABOUT 4.0 FEET IN DIAMETER AND IT IS ABOUT 5 FEET LOWER IN
 PU0475'ELEVATION THAN THE STATION MARK.
 PU0475
 PU0475                          STATION RECOVERY (1962)
 PU0475
 PU0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0475'6 MI SW FROM PEDRO.
 PU0475'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0475'PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0475'JUNCTION, THENCE 4.5 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 PU0475'0.1 MILE NORTHEAST OF THE CREST OF A HILL, ON THE NORTH RIM OF
 PU0475'THE HILL, 57.3 FEET NORTH OF DEEP NO 1, 61.6 FEET EAST OF DEEP
 PU0475'NO 2, 1.3 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE
 PU0475'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU0475
 PU0475                          STATION RECOVERY (1987)
 PU0475
 PU0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PU0475'NEAR THE CENTER OF SECTION 26, T 5 N, R 16 E, 8.8 KM (5.45 MI)
 PU0475'SOUTH OF THE CHEYENNE RIVER, 7.2 KM (4.45 MI) SOUTH OF PEDRO,
 PU0475'1.6 KM (1.0 M) WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE THAT
 PU0475'DECSENDS INTO DEEP CREEK VALLEY FROM THE WEST.
 PU0475'FROM CREIGHTON COMMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH
 PU0475'OF WALL ON COUNTY ROAD 508 (CREIGHTON ROAD), GO NORTH ON 508 FOR
 PU0475'3.8 KM (2.35 MI) TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER
 PU0475'POST OFFICE, CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A FORK.
 PU0475'KEEP RIGHT, EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI)
 PU0475'TO A CATTLE GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ MK
 PU0475'2 ON THE LEFT ON A HIGH CUT BANK, CONTINUE EAST FOR 0.3 KM (0.20 MI)
 PU0475'TO THE DEEP 1961 AZ MK ON THE RIGHT,CONTINUE EAST FOR 0.7 KM(0.45 MI)
 PU0475'TO THE STATION ON THE RIGHT.
 PU0475'THE MARK WILL BE DESTROYED BY IMPENDING ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2431 ***********************************************************************
 PU2431  DESIGNATION -  DEEP 2
 PU2431  PID         -  PU2431
 PU2431  STATE/COUNTY-  SD/PENNINGTON
 PU2431  COUNTRY     -  US
 PU2431  USGS QUAD   -  CREIGHTON (2017)
 PU2431
 PU2431                         *CURRENT SURVEY CONTROL
 PU2431  ______________________________________________________________________
 PU2431* NAD 83(1986) POSITION- 44 21 59.     (N) 102 09 05.     (W)   SCALED
 PU2431* NAVD 88 ORTHO HEIGHT -   748.79  (meters)     2456.7   (feet) RESET
 PU2431  ______________________________________________________________________
 PU2431  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 PU2431  VERT ORDER      -  THIRD
 PU2431
 PU2431.The horizontal coordinates were scaled from a map and have
 PU2431.an estimated accuracy of +/- 6 seconds.
 PU2431
 PU2431.The orthometric height was computed from unverified reset data.
 PU2431
 PU2431.No vertical observational check was made to the station.
 PU2431
 PU2431.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2431.GEOID18 height accuracy estimate available here.
 PU2431
 PU2431.Click photographs - Photos may exist for this station.
 PU2431
 PU2431;                    North         East    Units  Estimated Accuracy
 PU2431;SPC SD S     -   227,450.      455,090.      MT  (+/- 180 meters Scaled)
 PU2431
 PU2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK269165(NAD 83)
 PU2431
 PU2431                          SUPERSEDED SURVEY CONTROL
 PU2431
 PU2431  NGVD 29 (04/17/07)  748.35   (m)         2455.2    (f) RESET       3  
 PU2431
 PU2431.Superseded values are not recommended for survey control.
 PU2431
 PU2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2431.See file dsdata.pdf to determine how the superseded data were derived.
 PU2431
 PU2431_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2431_STAMPING: DEEP 2 1987
 PU2431_MARK LOGO: NGS
 PU2431_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2431+STABILITY: SURFACE MOTION
 PU2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2431+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PU2431
 PU2431  HISTORY     - Date     Condition        Report By
 PU2431  HISTORY     - 1987     MONUMENTED       NGS
 PU2431
 PU2431                          STATION DESCRIPTION
 PU2431
 PU2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 PU2431'NEAR THE CENTER OF SECTION 26, T 5 N, R 16 E, 8.8 KM (5.45 MI)
 PU2431'SOUTH OF THE CHEYENNE RIVER, 7.2 KM (4.45 MI) SOUTH OF PEDRO,
 PU2431'1.6 KM (1.00 MI) WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE
 PU2431'THAT DECSENDS INTO DEEP CREEK VALLEY FROM THE WEST.
 PU2431'FROM CREIGHTON COMMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH
 PU2431'OF WALL ON COUNTY ROAD 508 (CREIGHTON ROAD), GO NORTH ON 508 FOR
 PU2431'3.8 KM (2.35 MI) TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER
 PU2431'POST OFFICE, CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A
 PU2431'FORK. KEEP RIGHT,EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI)
 PU2431'TO A CATTLE GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ
 PU2431'MK 2 ON THE LEFT ON A HIGH CUT BANK,CONTINUE EAST FOR 0.3 KM(0.20 MI)
 PU2431'TO THE DEEP 1961 AZ MK ON THE RIGHT,CONTINUE EAST FOR 0.7 KM(0.45 MI)
 PU2431'TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2432 ***********************************************************************
 PU2432  DESIGNATION -  DEEP 2 AZ MK 2
 PU2432  PID         -  PU2432
 PU2432  STATE/COUNTY-  SD/PENNINGTON
 PU2432  COUNTRY     -  US
 PU2432  USGS QUAD   -  CREIGHTON (2017)
 PU2432
 PU2432                         *CURRENT SURVEY CONTROL
 PU2432  ______________________________________________________________________
 PU2432* NAD 83(1986) POSITION- 44 22 04.     (N) 102 09 54.     (W)   SCALED
 PU2432* NAVD 88 ORTHO HEIGHT -   769.70  (meters)     2525.3   (feet) RESET
 PU2432  ______________________________________________________________________
 PU2432  GEOID HEIGHT    -        -19.513 (meters)                     GEOID18
 PU2432  VERT ORDER      -  THIRD
 PU2432
 PU2432.The horizontal coordinates were scaled from a map and have
 PU2432.an estimated accuracy of +/- 6 seconds.
 PU2432
 PU2432.The orthometric height was computed from unverified reset data.
 PU2432
 PU2432.No vertical observational check was made to the station.
 PU2432
 PU2432.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2432.GEOID18 height accuracy estimate available here.
 PU2432
 PU2432.Click photographs - Photos may exist for this station.
 PU2432
 PU2432;                    North         East    Units  Estimated Accuracy
 PU2432;SPC SD S     -   227,630.      454,010.      MT  (+/- 180 meters Scaled)
 PU2432
 PU2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK258166(NAD 83)
 PU2432
 PU2432                          SUPERSEDED SURVEY CONTROL
 PU2432
 PU2432.No superseded survey control is available for this station.
 PU2432
 PU2432_MARKER: DZ = AZIMUTH MARK DISK
 PU2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2432_STAMPING: DEEP 2 AZ MK 2 1987
 PU2432_MARK LOGO: NGS
 PU2432_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2432+STABILITY: SURFACE MOTION
 PU2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2432+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PU2432
 PU2432  HISTORY     - Date     Condition        Report By
 PU2432  HISTORY     - 1987     MONUMENTED       NGS
 PU2432
 PU2432                          STATION DESCRIPTION
 PU2432
 PU2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 PU2432'NEAR THE CENTER OF SECTION 26, T 5 N, R 16 E, 8.8 KM (5.45 MI)
 PU2432'SOUTH OF THE CHEYENNE RIVER, 7.2 KM (4.45 MI) SOUTH OF PEDRO,
 PU2432'1.6 KM (1.0 MI) WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE,
 PU2432'THAT DECSENDS INTO DEEP CREEK VALLEY FROM THE WEST.
 PU2432'CREIGHTON COMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH OF WALL
 PU2432'IN COUNTY ROAD 508 (CREIGHTON ROAD), GO NORTH ON 508 FOR
 PU2432'3.8 KM (2.35 MI) TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER
 PU2432'POST OFFICE, CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A FORK.
 PU2432'KEEP RIGHT, EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI) TO
 PU2432'A CATTLE GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ MK
 PU2432'2 ON THE LEFT ON A HIGH CUT BANK, 95 M (311.7 FT) EAST FROM THE
 PU2432'CENTER OF A CATTLE GUARD 35 M (114.8 FT) NORTH FROM THE CENTER OF A
 PU2432'GRAVEL ROAD, 3 M (9.8 FT) NORTH FROM THE TOP EDGE OF THE CUT BANK,
 PU2432'0.3 M (1 FT) SOUTH FROM A WITNESS POST AND ABOUT MIDWAY OF A HIGH
 PU2432'CUT BANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2434 ***********************************************************************
 PU2434  DESIGNATION -  DEEP 2 RM 3
 PU2434  PID         -  PU2434
 PU2434  STATE/COUNTY-  SD/PENNINGTON
 PU2434  COUNTRY     -  US
 PU2434  USGS QUAD   -  CREIGHTON (2017)
 PU2434
 PU2434                         *CURRENT SURVEY CONTROL
 PU2434  ______________________________________________________________________
 PU2434* NAD 83(1986) POSITION- 44 21 59.     (N) 102 09 05.     (W)   SCALED
 PU2434* NAVD 88 ORTHO HEIGHT -   748.20  (meters)     2454.7   (feet) RESET
 PU2434  ______________________________________________________________________
 PU2434  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 PU2434  VERT ORDER      -  THIRD
 PU2434
 PU2434.The horizontal coordinates were scaled from a map and have
 PU2434.an estimated accuracy of +/- 6 seconds.
 PU2434
 PU2434.The orthometric height was computed from unverified reset data.
 PU2434
 PU2434.No vertical observational check was made to the station.
 PU2434
 PU2434.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2434.GEOID18 height accuracy estimate available here.
 PU2434
 PU2434.Click photographs - Photos may exist for this station.
 PU2434
 PU2434;                    North         East    Units  Estimated Accuracy
 PU2434;SPC SD S     -   227,450.      455,090.      MT  (+/- 180 meters Scaled)
 PU2434
 PU2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK269165(NAD 83)
 PU2434
 PU2434                          SUPERSEDED SURVEY CONTROL
 PU2434
 PU2434  NGVD 29 (04/17/07)  747.75   (m)         2453.2    (f) RESET       3  
 PU2434
 PU2434.Superseded values are not recommended for survey control.
 PU2434
 PU2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2434.See file dsdata.pdf to determine how the superseded data were derived.
 PU2434
 PU2434_MARKER: DR = REFERENCE MARK DISK
 PU2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2434_STAMPING: DEEP 2 NO 3 1987
 PU2434_MARK LOGO: NGS
 PU2434_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2434+STABILITY: SURFACE MOTION
 PU2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2434+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PU2434
 PU2434  HISTORY     - Date     Condition        Report By
 PU2434  HISTORY     - 1987     MONUMENTED       NGS
 PU2434
 PU2434                          STATION DESCRIPTION
 PU2434
 PU2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 PU2434'NEAR THE CENTER OF SECTION 26, T 5 N, R 16 E, 8.8 KM (5.45 MI)
 PU2434'SOUTH OF THE CHEYENNE RIVER, 7.2 KM (4.45 MI) SOUTH OF PEDRO,
 PU2434'1.6 KM (1.00 MI) WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE
 PU2434'THAT DECSENDS INTO DEEP CREEK VALLEY FROM THE WEST.
 PU2434'CREIGHTON COMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH OF WALL
 PU2434'ON COUNTY ROAD 508 (CREIGHTON ROAD), GO NORTH ON 508 FOR 3.8 KM
 PU2434'(2.4 MI) TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER POST
 PU2434'OFFICE, CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A FORK. KEEP
 PU2434'RIGHT, EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI) TO A
 PU2434'CATTLE GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ MK 2,
 PU2434'ON THE LEFT ON A HIGH CUT BANK, CONTINUE EAST FOR 0.3 KM (0.20 MI)
 PU2434'TO THE DEEP 1961 AZ MK ON THE RIGHT,CONTINUE EAST FOR 0.7 KM(0.45 MI)
 PU2434'TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0473 ***********************************************************************
 PU0473  DESIGNATION -  DEEP AZ MK
 PU0473  PID         -  PU0473
 PU0473  STATE/COUNTY-  SD/PENNINGTON
 PU0473  COUNTRY     -  US
 PU0473  USGS QUAD   -  CREIGHTON (2017)
 PU0473
 PU0473                         *CURRENT SURVEY CONTROL
 PU0473  ______________________________________________________________________
 PU0473* NAD 83(1986) POSITION- 44 22 03.     (N) 102 09 39.     (W)   SCALED
 PU0473* NAVD 88 ORTHO HEIGHT -   753.469 (meters)     2472.01  (feet) ADJUSTED
 PU0473  ______________________________________________________________________
 PU0473  GEOID HEIGHT    -        -19.525 (meters)                     GEOID18
 PU0473  DYNAMIC HEIGHT  -        753.273 (meters)     2471.36  (feet) COMP
 PU0473  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 PU0473
 PU0473  VERT ORDER      -  SECOND    CLASS 0
 PU0473
 PU0473.The horizontal coordinates were scaled from a map and have
 PU0473.an estimated accuracy of +/- 6 seconds.
 PU0473
 PU0473.The orthometric height was determined by differential leveling and
 PU0473.adjusted by the NATIONAL GEODETIC SURVEY
 PU0473.in June 1991.
 PU0473
 PU0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0473.GEOID18 height accuracy estimate available here.
 PU0473
 PU0473.Click photographs - Photos may exist for this station.
 PU0473
 PU0473.The dynamic height is computed by dividing the NAVD 88
 PU0473.geopotential number by the normal gravity value computed on the
 PU0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0473.degrees latitude (g = 980.6199 gals.).
 PU0473
 PU0473.The modeled gravity was interpolated from observed gravity values.
 PU0473
 PU0473;                    North         East    Units  Estimated Accuracy
 PU0473;SPC SD S     -   227,590.      454,340.      MT  (+/- 180 meters Scaled)
 PU0473
 PU0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK262166(NAD 83)
 PU0473
 PU0473                          SUPERSEDED SURVEY CONTROL
 PU0473
 PU0473  NGVD 29 (??/??/92)  753.01   (m)         2470.5    (f) COMPUTED    2 0
 PU0473
 PU0473.Superseded values are not recommended for survey control.
 PU0473
 PU0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0473.See file dsdata.pdf to determine how the superseded data were derived.
 PU0473
 PU0473_MARKER: DZ = AZIMUTH MARK DISK
 PU0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0473_STAMPING: DEEP 1961
 PU0473_MARK LOGO: CGS
 PU0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0473+STABILITY: SURFACE MOTION
 PU0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0473+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1987
 PU0473
 PU0473  HISTORY     - Date     Condition        Report By
 PU0473  HISTORY     - 1961     MONUMENTED       CGS
 PU0473  HISTORY     - 1962     GOOD             CGS
 PU0473  HISTORY     - 19870617 GOOD             NGS
 PU0473
 PU0473                          STATION DESCRIPTION
 PU0473
 PU0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0473'6.4 MI SW FROM PEDRO.
 PU0473'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0473'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0473'ROAD JUNCTION, THENCE 5.05 MILES SOUTHWEST ALONG A GRAVELED
 PU0473'ROAD, 0.15 MILE NORTH OF A WOODED RAVINE, 38 FEET SOUTH OF THE
 PU0473'CENTER LINE OF THE ROAD, 12.3 FEET SOUTH OF A CORNER FENCE
 PU0473'POST, 2.0 FEET EAST OF A FENCE, 3.3 FEET SOUTH OF A METAL
 PU0473'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0473'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PU0473
 PU0473                          STATION RECOVERY (1987)
 PU0473
 PU0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PU0473'NEAR THE CENTER OF SECTION 26, T 5 N, R 16 E, 8.8 KM (5.45 MI) SOUTH
 PU0473'OF THE CHEYENNE RIVER, 7.2 KM (4.45 MI) SOUTH OF PEDRO,1.6 KM(1.00 M)
 PU0473'WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE THAT DECSENDS INTO
 PU0473'DEEP CREEK VALLEY FROM THE WEST.
 PU0473'CREIGHTON COMMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH OF WALL ON
 PU0473'COUNTY ROAD 508 (CREIGHTON ROAD) GO NORTH ON 508 FOR 3.8 KM (2.35 MI)
 PU0473'TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER POST OFFICE,
 PU0473'CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A FORK. KEEP RIGHT,
 PU0473'EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI) TO A CATTLE
 PU0473'GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ MK 2 ON THE
 PU0473'LEFT ON A HIGH CUT BANK, CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE
 PU0473'DEEP 1961 AZ MK ON THE RIGHT, 11.58 M(38.0 FT) SOUTH FROM THE CENTER,
 PU0473'3.75 M (12.3 FT) SOUTH OF A FENCE CORNER POST, 1 M (3.3 FT) SOUTH OF
 PU0473'A WITNESS POST, 0.61 M (2.0 FT) EAST OF A FENCE,ABOUT 0.61 M (2.0 FT)
 PU0473'ABOUT 0.61 M (2.0 FT) BELOW THE ROAD.
 PU0473'THE MARK WILL BE DESTROYED BY IMPENDING ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1113 ***********************************************************************
 PT1113  DESIGNATION -  DEEP CREEK LUTH CHURCH SPIRE
 PT1113  PID         -  PT1113
 PT1113  STATE/COUNTY-  SD/HAAKON
 PT1113  COUNTRY     -  US
 PT1113  USGS QUAD   -  KIRLEY (2017)
 PT1113
 PT1113                         *CURRENT SURVEY CONTROL
 PT1113  ______________________________________________________________________
 PT1113* NAD 83(1996) POSITION- 44 30 09.45742(N) 101 15 25.12120(W)   ADJUSTED
 PT1113  ______________________________________________________________________
 PT1113  GEOID HEIGHT    -        -21.902 (meters)                     GEOID18
 PT1113  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 PT1113  HORZ ORDER      -  THIRD
 PT1113
 PT1113.The horizontal coordinates were established by classical geodetic methods
 PT1113.and adjusted by the National Geodetic Survey in January 1998.
 PT1113
 PT1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1113.GEOID18 height accuracy estimate available here.
 PT1113
 PT1113.Click photographs - Photos may exist for this station.
 PT1113
 PT1113.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1113
 PT1113. The following values were computed from the NAD 83(1996) position.
 PT1113
 PT1113;                    North         East     Units Scale Factor Converg.
 PT1113;SPC SD S     -   241,412.229   526,545.828   MT  1.00002613   -0 38 13.8
 PT1113;SPC SD S     -   792,033.29  1,727,509.10   sFT  1.00002613   -0 38 13.8
 PT1113;UTM  14      - 4,930,178.612   320,582.500   MT  0.99999588   -1 34 56.8
 PT1113
 PT1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2058230178(NAD 83)
 PT1113
 PT1113                          SUPERSEDED SURVEY CONTROL
 PT1113
 PT1113  NAD 83(1986)-  44 30 09.45106(N)    101 15 25.12263(W) AD(       ) 3
 PT1113  NAD 27      -  44 30 09.51100(N)    101 15 23.59700(W) AD(       ) 3
 PT1113
 PT1113.Superseded values are not recommended for survey control.
 PT1113
 PT1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1113.See file dsdata.pdf to determine how the superseded data were derived.
 PT1113
 PT1113_MARKER: 90 = CHURCH SPIRE
 PT1113
 PT1113  HISTORY     - Date     Condition        Report By
 PT1113  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1113
 PT1113                          STATION DESCRIPTION
 PT1113
 PT1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1113'THE CHURCH IS LOCATED ABOUT 14 MILES NORTHWEST OF HAYES.  IT
 PT1113'IS A WOODEN BUILDING PAINTED WHITE AND HAS A 40 FOOT SPIRE
 PT1113'ON THE SOUTH END.  THE POINT OBSERVED WAS THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0476 ***********************************************************************
 PU0476  DESIGNATION -  DEEP RM 1
 PU0476  PID         -  PU0476
 PU0476  STATE/COUNTY-  SD/PENNINGTON
 PU0476  COUNTRY     -  US
 PU0476  USGS QUAD   -  CREIGHTON (2017)
 PU0476
 PU0476                         *CURRENT SURVEY CONTROL
 PU0476  ______________________________________________________________________
 PU0476* NAD 83(1986) POSITION- 44 21 58.86   (N) 102 09 05.20   (W)   HD_HELD1
 PU0476* NAVD 88 ORTHO HEIGHT -   750.070 (meters)     2460.85  (feet) ADJUSTED
 PU0476  ______________________________________________________________________
 PU0476  GEOID HEIGHT    -        -19.552 (meters)                     GEOID18
 PU0476  DYNAMIC HEIGHT  -        749.882 (meters)     2460.24  (feet) COMP
 PU0476  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 PU0476
 PU0476  VERT ORDER      -  SECOND    CLASS 0
 PU0476
 PU0476.The horizontal coordinates were determined by differentially corrected
 PU0476.hand held GPS observations or other comparable positioning techniques
 PU0476.and have an estimated accuracy of +/- 3 meters.
 PU0476
 PU0476.The orthometric height was determined by differential leveling and
 PU0476.adjusted by the NATIONAL GEODETIC SURVEY
 PU0476.in June 1991.
 PU0476
 PU0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0476.GEOID18 height accuracy estimate available here.
 PU0476
 PU0476.Click photographs - Photos may exist for this station.
 PU0476
 PU0476.The dynamic height is computed by dividing the NAVD 88
 PU0476.geopotential number by the normal gravity value computed on the
 PU0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0476.degrees latitude (g = 980.6199 gals.).
 PU0476
 PU0476.The modeled gravity was interpolated from observed gravity values.
 PU0476
 PU0476;                    North         East    Units  Estimated Accuracy
 PU0476;SPC SD S     -   227,446.6     455,089.2     MT  (+/- 3 meters HH1 GPS) 
 PU0476
 PU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2697216510(NAD 83)
 PU0476
 PU0476                          SUPERSEDED SURVEY CONTROL
 PU0476
 PU0476  NGVD 29 (??/??/92)  749.620  (m)         2459.38   (f) ADJ UNCH    2 0
 PU0476
 PU0476.Superseded values are not recommended for survey control.
 PU0476
 PU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0476.See file dsdata.pdf to determine how the superseded data were derived.
 PU0476
 PU0476_MARKER: DR = REFERENCE MARK DISK
 PU0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0476_STAMPING: DEEP NO 1 1961
 PU0476_MARK LOGO: CGS
 PU0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0476+STABILITY: SURFACE MOTION
 PU0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0476+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1987
 PU0476
 PU0476  HISTORY     - Date     Condition        Report By
 PU0476  HISTORY     - 1961     MONUMENTED       CGS
 PU0476  HISTORY     - 1962     GOOD             CGS
 PU0476  HISTORY     - 19870618 GOOD             NGS
 PU0476
 PU0476                          STATION DESCRIPTION
 PU0476
 PU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0476'6 MI SW FROM PEDRO.
 PU0476'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0476'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0476'ROAD JUNCTION, THENCE 4.5 MILES SOUTHWEST ALONG A GRAVELED
 PU0476'ROAD, THENCE 0.1 MILE NORTHEAST ACROSS COUNTRY TO THE CREST OF A
 PU0476'HILL, ON THE NORTH RIM OF THE HILL, 57.3 FEET SOUTH OF DEEP
 PU0476'1961, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PU0476
 PU0476                          STATION RECOVERY (1987)
 PU0476
 PU0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PU0476'NEAR THE CENTER OF SECTION 26, T 5 N, R 16 E, 8.8 KM (5.45 MI)
 PU0476'SOUTH OF THE CHEYENNE RIVER, 7.2 KM (4.45 MI) SOUTH OF PEDRO,
 PU0476'1.6 KM (1.0 MI) WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE THAT
 PU0476'DECSENDS INTO DEEP CREEK VALLEY FROM THE WEST.
 PU0476'CREIGHTON COMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH OF WALL ON
 PU0476'COUNTY ROAD 508 (CREIGHTON ROAD),GO NORTH ON 508 FOR 3.8 KM(2.35 MI)
 PU0476'TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER POST OFFICE,
 PU0476'CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A FORK. KEEP RIGHT,
 PU0476'EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI) TO A CATTLE
 PU0476'GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ MK 2 ON THE
 PU0476'LEFT ON A HIGH CUT BANK, CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE
 PU0476'DEEP 1961 AZ MK ON THE RIGHT, CONTINUE EAST FOR 0.7 KM (0.45 MI) TO
 PU0476'THE STATION ON THE RIGHT. 30.5 M (100.1 FT) SOUTH FROM THE CENTER OF
 PU0476'OF THE ROAD AND, 0.3 M (1.0 FT) EAST FROM A WITNESS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0474 ***********************************************************************
 PU0474  DESIGNATION -  DEEP RM 2
 PU0474  PID         -  PU0474
 PU0474  STATE/COUNTY-  SD/PENNINGTON
 PU0474  COUNTRY     -  US
 PU0474  USGS QUAD   -  CREIGHTON (2017)
 PU0474
 PU0474                         *CURRENT SURVEY CONTROL
 PU0474  ______________________________________________________________________
 PU0474* NAD 83(1986) POSITION- 44 21 59.60   (N) 102 09 05.89   (W)   HD_HELD1
 PU0474* NAVD 88 ORTHO HEIGHT -   750.970 (meters)     2463.81  (feet) ADJUSTED
 PU0474  ______________________________________________________________________
 PU0474  GEOID HEIGHT    -        -19.552 (meters)                     GEOID18
 PU0474  DYNAMIC HEIGHT  -        750.782 (meters)     2463.19  (feet) COMP
 PU0474  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 PU0474
 PU0474  VERT ORDER      -  SECOND    CLASS 0
 PU0474
 PU0474.The horizontal coordinates were determined by differentially corrected
 PU0474.hand held GPS observations or other comparable positioning techniques
 PU0474.and have an estimated accuracy of +/- 3 meters.
 PU0474
 PU0474.The orthometric height was determined by differential leveling and
 PU0474.adjusted by the NATIONAL GEODETIC SURVEY
 PU0474.in June 1991.
 PU0474
 PU0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0474.GEOID18 height accuracy estimate available here.
 PU0474
 PU0474.Click photographs - Photos may exist for this station.
 PU0474
 PU0474.The dynamic height is computed by dividing the NAVD 88
 PU0474.geopotential number by the normal gravity value computed on the
 PU0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0474.degrees latitude (g = 980.6199 gals.).
 PU0474
 PU0474.The modeled gravity was interpolated from observed gravity values.
 PU0474
 PU0474;                    North         East    Units  Estimated Accuracy
 PU0474;SPC SD S     -   227,469.8     455,074.4     MT  (+/- 3 meters HH1 GPS) 
 PU0474
 PU0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2695616533(NAD 83)
 PU0474
 PU0474                          SUPERSEDED SURVEY CONTROL
 PU0474
 PU0474  NGVD 29 (??/??/92)  750.521  (m)         2462.33   (f) ADJ UNCH    2 0
 PU0474
 PU0474.Superseded values are not recommended for survey control.
 PU0474
 PU0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0474.See file dsdata.pdf to determine how the superseded data were derived.
 PU0474
 PU0474_MARKER: DR = REFERENCE MARK DISK
 PU0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0474_STAMPING: DEEP NO 2 1961
 PU0474_MARK LOGO: CGS
 PU0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0474+STABILITY: SURFACE MOTION
 PU0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0474+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1987
 PU0474
 PU0474  HISTORY     - Date     Condition        Report By
 PU0474  HISTORY     - 1961     MONUMENTED       CGS
 PU0474  HISTORY     - 1962     GOOD             CGS
 PU0474  HISTORY     - 19870617 GOOD             NGS
 PU0474
 PU0474                          STATION DESCRIPTION
 PU0474
 PU0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0474'6 MI SW FROM PEDRO.
 PU0474'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0474'PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0474'JUNCTION, THENCE 4.5 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 PU0474'THENCE 0.1 MILE NORTHEAST ACROSS COUNTRY TO THE CREST OF A
 PU0474'HILL, ON THE NORTH RIM OF THE HILL, 61.6 FEET WEST OF DEEP 1961,
 PU0474'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU0474
 PU0474                          STATION RECOVERY (1987)
 PU0474
 PU0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PU0474'NEAR THE CENTER OF SECTION 26, T5N, R16E, 8.8 KM (5.45 MI)
 PU0474'SOUTH OF THE CHEYENNE RIVER, 7.2 KM (4.45 MI) SOUTH OF PEDRO,
 PU0474'1.6 KM (1.0 MI) WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE
 PU0474'THAT DECSENDS INTO DEEP CREEK VALLEY FROM THE WEST.
 PU0474'CREIGHTON COMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH OF WALL ON
 PU0474'COUNTY ROAD 508 (CREIGHTON ROAD), GO NORTH ON 508 FOR 3.8 KM(2.35 MI)
 PU0474'TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER POST OFFICE,
 PU0474'CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A FORK. KEEP RIGHT,
 PU0474'EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI) TO A CATTLE
 PU0474'GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ MK 2 ON THE
 PU0474'LEFT ON A HIGH CUT BANK, CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE
 PU0474'DEEP 1961 AZ MK ON THE RIGHT, CONTINUE EAST FOR 0.7 KM (0.45 MI) TO
 PU0474'THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2433 ***********************************************************************
 PU2433  DESIGNATION -  DEEP RM 4
 PU2433  PID         -  PU2433
 PU2433  STATE/COUNTY-  SD/PENNINGTON
 PU2433  COUNTRY     -  US
 PU2433  USGS QUAD   -  CREIGHTON (2017)
 PU2433
 PU2433                         *CURRENT SURVEY CONTROL
 PU2433  ______________________________________________________________________
 PU2433* NAD 83(1986) POSITION- 44 21 59.     (N) 102 09 05.     (W)   SCALED
 PU2433* NAVD 88 ORTHO HEIGHT -   748.81  (meters)     2456.7   (feet) RESET
 PU2433  ______________________________________________________________________
 PU2433  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 PU2433  VERT ORDER      -  THIRD
 PU2433
 PU2433.The horizontal coordinates were scaled from a map and have
 PU2433.an estimated accuracy of +/- 6 seconds.
 PU2433
 PU2433.The orthometric height was computed from unverified reset data.
 PU2433
 PU2433.No vertical observational check was made to the station.
 PU2433
 PU2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2433.GEOID18 height accuracy estimate available here.
 PU2433
 PU2433.Click photographs - Photos may exist for this station.
 PU2433
 PU2433;                    North         East    Units  Estimated Accuracy
 PU2433;SPC SD S     -   227,450.      455,090.      MT  (+/- 180 meters Scaled)
 PU2433
 PU2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK269165(NAD 83)
 PU2433
 PU2433                          SUPERSEDED SURVEY CONTROL
 PU2433
 PU2433  NGVD 29 (04/17/07)  748.36   (m)         2455.2    (f) RESET       3  
 PU2433
 PU2433.Superseded values are not recommended for survey control.
 PU2433
 PU2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2433.See file dsdata.pdf to determine how the superseded data were derived.
 PU2433
 PU2433_MARKER: DR = REFERENCE MARK DISK
 PU2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2433_STAMPING: DEEP 2 NO 4 1987
 PU2433_MARK LOGO: NGS
 PU2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2433+STABILITY: SURFACE MOTION
 PU2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2433+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PU2433
 PU2433  HISTORY     - Date     Condition        Report By
 PU2433  HISTORY     - 1987     MONUMENTED       NGS
 PU2433
 PU2433                          STATION DESCRIPTION
 PU2433
 PU2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 PU2433'NEAR THE CENTER OF SECTION 26, T 5 N, R 16 E, 8.8 KM (5.45 MI) SOUTH
 PU2433'OF THE CHEYENNE RIVER,7.2 KM (4.45 MI) SOUTH OF PEDRO,1.6 KM(1.00 MI)
 PU2433'WEST OF A RANCH HOUSE, ON THE CREST OF A RIDGE THAT DECSENDS INTO
 PU2433'DEEP CREEK VALLEY FROM THE WEST.
 PU2433'CREIGHTON COMUNITY HALL WHICH IS 27.5 KM (17.10 MI) NORTH OF WALL ON
 PU2433'COUNTY ROAD 508 (CREIGHTON ROAD), GO NORTH ON 508 FOR 3.8 KM(2.35 MI)
 PU2433'TO THE CROSSING OF COUNTY ROAD 521 AND THE FORMER POST OFFICE,
 PU2433'CONTINUE NORTH ON 508 FOR 16.5 KM (10.25 MI) TO A FORK. KEEP RIGHT,
 PU2433'EAST ON THE MAIN TRAVELED ROAD FOR 3.4 KM (2.10 MI) TO A CATTLE
 PU2433'GUARD, CONTINUE EAST FOR 0.2 KM (0.10 MI) TO DEEP 2 AZ MK 2 ON THE
 PU2433'LEFT ON A HIGH CUT BANK, CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE
 PU2433'DEEP 1961 AZ MK ON THE RIGHT, CONTINUE EAST FOR 0.7 KM (0.45 MI) TO
 PU2433'THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1112 ***********************************************************************
 PT1112  DESIGNATION -  DEEP RUN
 PT1112  PID         -  PT1112
 PT1112  STATE/COUNTY-  SD/HAAKON
 PT1112  COUNTRY     -  US
 PT1112  USGS QUAD   -  KIRLEY (2017)
 PT1112
 PT1112                         *CURRENT SURVEY CONTROL
 PT1112  ______________________________________________________________________
 PT1112* NAD 83(1996) POSITION- 44 32 43.81828(N) 101 21 06.53169(W)   ADJUSTED
 PT1112* NAVD 88 ORTHO HEIGHT -   685.    (meters)     2247.    (feet) SCALED
 PT1112  ______________________________________________________________________
 PT1112  GEOID HEIGHT    -        -21.693 (meters)                     GEOID18
 PT1112  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC18
 PT1112  HORZ ORDER      -  SECOND
 PT1112
 PT1112.The horizontal coordinates were established by classical geodetic methods
 PT1112.and adjusted by the National Geodetic Survey in January 1998.
 PT1112
 PT1112.The orthometric height was scaled from a topographic map.
 PT1112
 PT1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1112.GEOID18 height accuracy estimate available here.
 PT1112
 PT1112.Click photographs - Photos may exist for this station.
 PT1112
 PT1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1112
 PT1112. The following values were computed from the NAD 83(1996) position.
 PT1112
 PT1112;                    North         East     Units Scale Factor Converg.
 PT1112;SPC SD S     -   246,264.914   519,062.629   MT  1.00003801   -0 42 09.4
 PT1112;SPC SD S     -   807,954.14  1,702,957.98   sFT  1.00003801   -0 42 09.4
 PT1112;UTM  14      - 4,935,154.141   313,180.621   MT  1.00002922   -1 39 00.8
 PT1112
 PT1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1112!SPC SD S     -   0.99989593  x   1.00003801  =   0.99993394
 PT1112!UTM  14      -   0.99989593  x   1.00002922  =   0.99992515
 PT1112
 PT1112:                Primary Azimuth Mark                     Grid Az
 PT1112:SPC SD S     -  DEEP RUN AZ MK                           182 57 45.9
 PT1112:UTM  14      -  DEEP RUN AZ MK                           183 54 37.3
 PT1112
 PT1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1318035154(NAD 83)
 PT1112
 PT1112|---------------------------------------------------------------------|
 PT1112| PID    Reference Object                     Distance      Geod. Az  |
 PT1112|                                                           dddmmss.s |
 PT1112| PT1113 DEEP CREEK LUTH CHURCH SPIRE        APPROX. 8.9 KM 1221533.7 |
 PT1112| CP9135 DEEP RUN RM 1                        14.039 METERS 17029     |
 PT1112| CP9134 DEEP RUN AZ MK                                     1821536.5 |
 PT1112| CP9136 DEEP RUN RM 2                        15.158 METERS 29019     |
 PT1112|---------------------------------------------------------------------|
 PT1112
 PT1112                          SUPERSEDED SURVEY CONTROL
 PT1112
 PT1112  NAD 83(1986)-  44 32 43.81183(N)    101 21 06.53361(W) AD(       ) 2
 PT1112  NAD 27      -  44 32 43.87200(N)    101 21 05.00400(W) AD(       ) 2
 PT1112
 PT1112.Superseded values are not recommended for survey control.
 PT1112
 PT1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1112.See file dsdata.pdf to determine how the superseded data were derived.
 PT1112
 PT1112_MARKER: DS = TRIANGULATION STATION DISK
 PT1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1112_STAMPING: DEEP RUN 1952
 PT1112_MARK LOGO: CGS
 PT1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1112+STABILITY: SURFACE MOTION
 PT1112
 PT1112  HISTORY     - Date     Condition        Report By
 PT1112  HISTORY     - 1952     MONUMENTED       CGS
 PT1112
 PT1112                          STATION DESCRIPTION
 PT1112
 PT1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1112'THE STATION IS IN SECTION 28, T 7 N, R 23 E, ON THE RIGHT-OF-WAY
 PT1112'OF A PUBLIC ROAD, ABOUT 16-1/4 MILES EAST AND 6 MILES NORTH OF
 PT1112'MILESVILLE, 10 MILES SOUTH OF THE CHEYENNE RIVER, 1 MILES WEST OF
 PT1112'DEEP RUN CREEK, 57 FEET NORTHEAST OF THE CENTER OF THE MAIN
 PT1112'DIRT ROAD, 19 FEET SOUTHWEST OF A FENCE CORNER, 16 FEET SOUTHEAST
 PT1112'OF THE CENTER OF A TRACK ROAD, 14 FEET NORTHWEST OF A WHITE
 PT1112'4 IN X 4 IN WITNESS POST AND 7 FEET WEST OF A WIRE FENCE.
 PT1112'
 PT1112'TO REACH THE STATION FROM THE POST OFFICE IN NOWLIN, GO
 PT1112'NORTH ON THE MAIN ROAD FOR 1 MILE TO U.S. HIGHWAY 14, TURN LEFT
 PT1112'(WEST) AND GO ON U.S. HIGHWAY 14 FOR 0.85 MILE TO A SIDE ROAD
 PT1112'ON THE RIGHT, TURN RIGHT (NORTH) AND FOLLOW THE MAIN GRADED
 PT1112'DIRT ROAD FOR 4.4 MILES TO A CROSS ROAD AND A SCHOOL HOUSE IN
 PT1112'THE NORTHWEST ANGLE OF THIS INTERSECTION, CONTINUE NORTHERLY ON
 PT1112'THE MAIN ROAD FOR 7.7 MILES TO THE SMALL VILLAGE OF OTTUMWA
 PT1112'ON THE RIGHT, CONTINUE NORTHERLY FOR 2.5 MILES TO A SIDE ROAD
 PT1112'ON THE LEFT, TURN LEFT (WEST) AND AND FOLLOW THE MAIN ROAD
 PT1112'FOR 1 MILE, TURN RIGHT WITH THE MAIN ROAD AND GO NORTH, WEST
 PT1112'AND NORTH FOR 5.5 MILES TO A SIDE ROAD ON THE LEFT, CONTINUE
 PT1112'NORTHERLY ON THE MAIN ROAD FOR 4.5 MILES TO A STUCCO SCHOOL
 PT1112'HOUSE ON THE LEFT, CONTINUE NORTHERLY ON THE MAIN ROAD FOR
 PT1112'2.05 MILES TO A POINT WHERE THE MAIN ROAD TURNS LEFT, TURN
 PT1112'LEFT WITH THE MAIN ROAD NORTH, EAST AND NORTH FOR 1.4
 PT1112'MILES TO A Y-JUNCTION (JUST AFTER CROSSING A SMALL WOODEN
 PT1112'BRIDGE) TURN RIGHT AND GO EAST AND NORTH ON THE MAIN ROAD FOR
 PT1112'7.65 MILES TO A T-INTERSECTION AND A SCHOOL HOUSE IN THE
 PT1112'SOUTHWEST ANGLE, TURN LEFT AND GO WEST AND NORTH WITH THE
 PT1112'MAIN ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 PT1112'DESCRIBED BELOW, CONTINUE NORTH ON THE DIRT ROAD FOR 0.3
 PT1112'MILE TO WHERE THE MAIN ROAD MAKES A 45-DEGREE TURN TO THE LEFT
 PT1112'AND THE STATION ON THE RIGHT AS DESCRIBED.
 PT1112'
 PT1112'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1112'DEEP RUN 1952.
 PT1112'
 PT1112'REFERENCE MARK 1 IS 43 FEET EAST OF THE CENTER OF THE ROAD AND
 PT1112'1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE
 PT1112'DISK IS STAMPED DEEP RUN NO 1 1952.
 PT1112'
 PT1112'REFERENCE MARK 2 IS 48 FEET NORTH OF THE CENTER OF THE ROAD
 PT1112'AND 1 FOOT SOUTH OF A FENCE POST.  THE MARK PROJECTS 6 INCHES
 PT1112'AND THE DISK IS STAMPED DEEP RUN NO 2 1952.
 PT1112'
 PT1112'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF THE
 PT1112'ROAD, 2 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT
 PT1112'EAST OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES AND THE
 PT1112'DISK IS STAMPED DEEP RUN 1952.
 PT1112'
 PT1112'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2259 ***********************************************************************
 PU2259  DESIGNATION -  DEERS EAR
 PU2259  PID         -  PU2259
 PU2259  STATE/COUNTY-  SD/BUTTE
 PU2259  COUNTRY     -  US
 PU2259  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU2259
 PU2259                         *CURRENT SURVEY CONTROL
 PU2259  ______________________________________________________________________
 PU2259* NAD 83(1996) POSITION- 44 59 54.84860(N) 103 11 06.85509(W)   ADJUSTED
 PU2259* NAVD 88 ORTHO HEIGHT -  1051.    (meters)     3448.    (feet) SCALED
 PU2259  ______________________________________________________________________
 PU2259  GEOID HEIGHT    -        -16.886 (meters)                     GEOID18
 PU2259  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 PU2259  HORZ ORDER      -  SECOND
 PU2259
 PU2259.The horizontal coordinates were established by classical geodetic methods
 PU2259.and adjusted by the National Geodetic Survey in January 1998.
 PU2259
 PU2259.The orthometric height was scaled from a topographic map.
 PU2259
 PU2259.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2259.GEOID18 height accuracy estimate available here.
 PU2259
 PU2259.Click photographs - Photos may exist for this station.
 PU2259
 PU2259.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2259
 PU2259. The following values were computed from the NAD 83(1996) position.
 PU2259
 PU2259;                    North         East     Units Scale Factor Converg.
 PU2259;SPC SD N     -   134,423.518   348,927.828   MT  0.99993953   -2 15 15.5
 PU2259;SPC SD N     -   441,021.16  1,144,774.05   sFT  0.99993953   -2 15 15.5
 PU2259;UTM  13      - 4,984,393.415   643,034.640   MT  0.99985157   +1 17 00.3
 PU2259
 PU2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2259!SPC SD N     -   0.99983781  x   0.99993953  =   0.99977735
 PU2259!UTM  13      -   0.99983781  x   0.99985157  =   0.99968941
 PU2259
 PU2259:                Primary Azimuth Mark                     Grid Az
 PU2259:SPC SD N     -  DEERS EAR AZ MK                          084 52 30.2
 PU2259:UTM  13      -  DEERS EAR AZ MK                          081 20 14.4
 PU2259
 PU2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4303484393(NAD 83)
 PU2259
 PU2259|---------------------------------------------------------------------|
 PU2259| PID    Reference Object                     Distance      Geod. Az  |
 PU2259|                                                           dddmmss.s |
 PU2259| CP9140 DEERS EAR AZ MK                                    0823714.7 |
 PU2259| CP9141 DEERS EAR RM 1                       10.073 METERS 09532     |
 PU2259| CP9142 DEERS EAR RM 2                        7.352 METERS 33140     |
 PU2259|---------------------------------------------------------------------|
 PU2259
 PU2259                          SUPERSEDED SURVEY CONTROL
 PU2259
 PU2259  NAD 83(1993)-  44 59 54.84211(N)    103 11 06.85277(W) AD(       ) 2
 PU2259  NAD 83(1986)-  44 59 54.83873(N)    103 11 06.85114(W) AD(       ) 2
 PU2259  NAD 27      -  44 59 54.88090(N)    103 11 05.20300(W) AD(       ) 2
 PU2259
 PU2259.Superseded values are not recommended for survey control.
 PU2259
 PU2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2259.See file dsdata.pdf to determine how the superseded data were derived.
 PU2259
 PU2259_MARKER: DS = TRIANGULATION STATION DISK
 PU2259_SETTING: 66 = SET IN ROCK OUTCROP
 PU2259_STAMPING: DEERS EAR 1951
 PU2259_MARK LOGO: CGS
 PU2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2259+STABILITY: POSITION/ELEVATION WELL
 PU2259
 PU2259  HISTORY     - Date     Condition        Report By
 PU2259  HISTORY     - 1951     MONUMENTED       CGS
 PU2259  HISTORY     - 1952     GOOD             CGS
 PU2259  HISTORY     - 1962     GOOD             CGS
 PU2259  HISTORY     - 1973     GOOD             USGS
 PU2259
 PU2259                          STATION DESCRIPTION
 PU2259
 PU2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2259'THE STATION IS LOCATED ON THE MOST WESTERLY OF TWO BUTTES THAT
 PU2259'ARE WELL KNOWN LOCALLY AS DEER EARS BUTTES, ABOUT 22.5 MILES
 PU2259'NORTHEAST OF NEWELL, ABOUT 12 MILES EAST AND 2 MILES NORTH OF
 PU2259'CASTLE ROCK, AND ABOUT 9 MILES SOUTHEAST OF HOOVER.
 PU2259'
 PU2259'TO REACH THE AZIMUTH MARK FROM THE SOUTHEAST SIDE OF THE BUTTE,
 PU2259'GO EAST ON A TRACK ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 PU2259'RIGHT.
 PU2259'
 PU2259'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 PU2259'OUTCROPPING BEDROCK.  IT IS SET FLUSH IN THE BEDROCK, AND THE
 PU2259'DISK IS STAMPED DEERS EAR 1951.
 PU2259'
 PU2259'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2259'IN OUTCROPPING BEDROCK.  IT IS SET FLUSH IN THE BEDROCK, AND
 PU2259'THE DISK IS STAMPED DEERS EAR NO 1 1951.
 PU2259'
 PU2259'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2259'IN OUTCROPPING BEDROCK.  IT IS SET FLUSH IN THE BEDROCK, AND THE
 PU2259'DISK IS STAMPED DEERS EAR NO 2 1951.
 PU2259'
 PU2259'THE AZIMUTH MARK IS 10 FEET SOUTH OF THE CENTER OF THE TRACK
 PU2259'ROAD AND 2 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK
 PU2259'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.  IT PROJECTS 8
 PU2259'INCHES, AND THE DISK IS STAMPED DEERS EAR 1951.
 PU2259
 PU2259                          STATION RECOVERY (1952)
 PU2259
 PU2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PU2259'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 PU2259'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 PU2259
 PU2259                          STATION RECOVERY (1962)
 PU2259
 PU2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2259'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PU2259'IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.  THE DISTANCE AND
 PU2259'DIRECTIONS WERE CHECKED IN THE FIELD AND A SLIGHTLY SMALLER VALUE
 PU2259'WAS FOUND ON REFERENCE MARK NO. 2.  REFERENCE MARK NO. 1 AND THE
 PU2259'AZIMUTH MARK ARE CORRECT.
 PU2259
 PU2259                          STATION RECOVERY (1973)
 PU2259
 PU2259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 PU2259'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 212 AND STATE
 PU2259'HWY. 79 IN THE NORTH EDGE OF NEWELL.  GO EAST AND NORTHEAST ON U.S.
 PU2259'HWY. 212 FOR 15.3 MI TO A GRAVEL RD. ON THE LEFT AT SIGN TWILIGHT
 PU2259'RD.  TURN LEFT AND GO NORTH ON GRAVEL RD. 10.7 MI TO A GRAVEL
 PU2259'RD. NORTH.  TURN LEFT AND GO NORTH FOR 5.3 MI ON GRAVEL RD. TO
 PU2259'A RD. FORK.  TURN LEFT ON TRACK RD. AND GO WEST FOR 0.3 MI TO A
 PU2259'WIRE GATE.  GO THROUGH THE GATE AND CONTINUE ON TRACK RD. FOR
 PU2259'1.0 MI TO A WIRE GATE.  GO THROUGH THE GATE AND GO NORTH FOR
 PU2259'0.2 MI TO THE BASE OF THE HILL.  PACK UP THE WEST BUTTE TO
 PU2259'THE TOP AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0977 ***********************************************************************
 OS0977  DESIGNATION -  DEK 9 RESET
 OS0977  PID         -  OS0977
 OS0977  STATE/COUNTY-  SD/TODD
 OS0977  COUNTRY     -  US
 OS0977  USGS QUAD   -  OKREEK (2017)
 OS0977
 OS0977                         *CURRENT SURVEY CONTROL
 OS0977  ______________________________________________________________________
 OS0977* NAD 83(1986) POSITION- 43 18 24.     (N) 100 28 14.     (W)   SCALED
 OS0977* NAVD 88 ORTHO HEIGHT -   779.585 (meters)     2557.69  (feet) ADJUSTED
 OS0977  ______________________________________________________________________
 OS0977  GEOID HEIGHT    -        -23.771 (meters)                     GEOID18
 OS0977  DYNAMIC HEIGHT  -        779.281 (meters)     2556.69  (feet) COMP
 OS0977  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 OS0977
 OS0977  VERT ORDER      -  FIRST     CLASS II
 OS0977
 OS0977.The horizontal coordinates were scaled from a map and have
 OS0977.an estimated accuracy of +/- 6 seconds.
 OS0977
 OS0977.The orthometric height was determined by differential leveling and
 OS0977.adjusted by the NATIONAL GEODETIC SURVEY
 OS0977.in June 1994.
 OS0977
 OS0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0977.GEOID18 height accuracy estimate available here.
 OS0977
 OS0977.Click photographs - Photos may exist for this station.
 OS0977
 OS0977.The dynamic height is computed by dividing the NAVD 88
 OS0977.geopotential number by the normal gravity value computed on the
 OS0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0977.degrees latitude (g = 980.6199 gals.).
 OS0977
 OS0977.The modeled gravity was interpolated from observed gravity values.
 OS0977
 OS0977;                    North         East    Units  Estimated Accuracy
 OS0977;SPC SD S     -   108,140.      588,870.      MT  (+/- 180 meters Scaled)
 OS0977
 OS0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN807959(NAD 83)
 OS0977
 OS0977                          SUPERSEDED SURVEY CONTROL
 OS0977
 OS0977.No superseded survey control is available for this station.
 OS0977
 OS0977_MARKER: I = METAL ROD
 OS0977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0977_STAMPING: DEK 9 RESET 1991
 OS0977_MARK LOGO: NGS
 OS0977_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0977_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0977+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 OS0977_ROD/PIPE-DEPTH: 7.9 meters
 OS0977_SLEEVE-DEPTH  : 1.5 meters
 OS0977
 OS0977  HISTORY     - Date     Condition        Report By
 OS0977  HISTORY     - 1991     MONUMENTED       SDDT
 OS0977  HISTORY     - 19930919 GOOD             NGS
 OS0977  HISTORY     - 20121128 GOOD             INDIV
 OS0977
 OS0977                          STATION DESCRIPTION
 OS0977
 OS0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0977'15.2 KM (9.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0977'OF MAIN STREET IN MISSION, 55.0 M (180.4 FT) SOUTHWEST OF THE
 OS0977'CENTERLINE OF A PAVED ROAD, 23.1 M (75.8 FT) SOUTHEAST OF THE HIGHWAY
 OS0977'CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 OS0977'FT) WEST OF A WITNESS POST, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 OS0977'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0977'LOGO CAP.
 OS0977
 OS0977                          STATION RECOVERY (2012)
 OS0977
 OS0977'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0762 ***********************************************************************
 OQ0762  DESIGNATION -  DELL RAPIDS ODD FELLOWS CHIM
 OQ0762  PID         -  OQ0762
 OQ0762  STATE/COUNTY-  SD/MINNEHAHA
 OQ0762  COUNTRY     -  US
 OQ0762  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0762
 OQ0762                         *CURRENT SURVEY CONTROL
 OQ0762  ______________________________________________________________________
 OQ0762* NAD 83(1996) POSITION- 43 49 44.77393(N) 096 43 07.67160(W)   ADJUSTED
 OQ0762  ______________________________________________________________________
 OQ0762  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 OQ0762  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 OQ0762  HORZ ORDER      -  THIRD
 OQ0762
 OQ0762.The horizontal coordinates were established by classical geodetic methods
 OQ0762.and adjusted by the National Geodetic Survey in January 1998.
 OQ0762
 OQ0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0762.GEOID18 height accuracy estimate available here.
 OQ0762
 OQ0762.Click photographs - Photos may exist for this station.
 OQ0762
 OQ0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0762
 OQ0762. The following values were computed from the NAD 83(1996) position.
 OQ0762
 OQ0762;                    North         East     Units Scale Factor Converg.
 OQ0762;SPC SD S     -   172,492.946   890,622.111   MT  0.99991362   +2 29 36.6
 OQ0762;SPC SD S     -   565,920.61  2,921,982.71   sFT  0.99991362   +2 29 36.6
 OQ0762;UTM  14      - 4,855,421.370   683,419.574   MT  1.00001381   +1 34 48.7
 OQ0762
 OQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8341955421(NAD 83)
 OQ0762
 OQ0762                          SUPERSEDED SURVEY CONTROL
 OQ0762
 OQ0762  NAD 83(1986)-  43 49 44.77748(N)    096 43 07.65006(W) AD(       ) 3
 OQ0762  NAD 27      -  43 49 44.87300(N)    096 43 06.47300(W) AD(       ) 3
 OQ0762
 OQ0762.Superseded values are not recommended for survey control.
 OQ0762
 OQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0762.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0762
 OQ0762_MARKER: 85 = CHIMNEY
 OQ0762
 OQ0762  HISTORY     - Date     Condition        Report By
 OQ0762  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0762  HISTORY     - 1935     GOOD             CGS
 OQ0762  HISTORY     - 1970     GOOD             NGS
 OQ0762
 OQ0762                          STATION DESCRIPTION
 OQ0762
 OQ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0762'THIS MARK WAS EVIDENTLY THE SMOKESTACK AT THE POWER PLANT, FOR IT
 OQ0762'IS MUCH HIGHER THAN EITHER OF THE TWO CHIMNEYS ON THE BUILDING
 OQ0762'ITSELF.  THE STACK IS STILL STANDING THE SAME AS IT WAS IN 1927.
 OQ0762
 OQ0762                          STATION RECOVERY (1970)
 OQ0762
 OQ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0762'THE STATION WAS RECOVERED AND APPEARS TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0769 ***********************************************************************
 OQ0769  DESIGNATION -  DELL RESET
 OQ0769  PID         -  OQ0769
 OQ0769  STATE/COUNTY-  SD/MOODY
 OQ0769  COUNTRY     -  US
 OQ0769  USGS QUAD   -  TRENT (2017)
 OQ0769
 OQ0769                         *CURRENT SURVEY CONTROL
 OQ0769  ______________________________________________________________________
 OQ0769* NAD 83(1996) POSITION- 43 53 30.30781(N) 096 43 37.54362(W)   ADJUSTED
 OQ0769* NAVD 88 ORTHO HEIGHT -   500.    (meters)     1640.    (feet) SCALED
 OQ0769  ______________________________________________________________________
 OQ0769  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 OQ0769  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 OQ0769  HORZ ORDER      -  SECOND
 OQ0769
 OQ0769.The horizontal coordinates were established by classical geodetic methods
 OQ0769.and adjusted by the National Geodetic Survey in January 1998.
 OQ0769
 OQ0769.The orthometric height was scaled from a topographic map.
 OQ0769
 OQ0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0769.GEOID18 height accuracy estimate available here.
 OQ0769
 OQ0769.Click photographs - Photos may exist for this station.
 OQ0769
 OQ0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0769
 OQ0769. The following values were computed from the NAD 83(1996) position.
 OQ0769
 OQ0769;                    North         East     Units Scale Factor Converg.
 OQ0769;SPC SD S     -   179,417.621   889,653.242   MT  0.99991823   +2 29 16.0
 OQ0769;SPC SD S     -   588,639.31  2,918,804.01   sFT  0.99991823   +2 29 16.0
 OQ0769;UTM  14      - 4,862,361.262   682,561.013   MT  1.00000994   +1 34 34.4
 OQ0769
 OQ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0769!SPC SD S     -   0.99992564  x   0.99991823  =   0.99984387
 OQ0769!UTM  14      -   0.99992564  x   1.00000994  =   0.99993558
 OQ0769
 OQ0769:                Primary Azimuth Mark                     Grid Az
 OQ0769:SPC SD S     -  DELL AZ MK                               188 35 49.3
 OQ0769:UTM  14      -  DELL AZ MK                               189 30 30.9
 OQ0769
 OQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8256162361(NAD 83)
 OQ0769
 OQ0769|---------------------------------------------------------------------|
 OQ0769| PID    Reference Object                     Distance      Geod. Az  |
 OQ0769|                                                           dddmmss.s |
 OQ0769| CO2969 DELL RM 3                            29.770 METERS 10439     |
 OQ0769| CO2967 DELL RM 1                            35.924 METERS 11635     |
 OQ0769| OQ0764 DELL RAPIDS WATER TANK              APPROX. 7.1 KM 1684522.7 |
 OQ0769| OQ0762 DELL RAPIDS ODD FELLOWS CHIM        APPROX. 7.0 KM 1743122.4 |
 OQ0769| CO2966 DELL AZ MK                                         1910505.3 |
 OQ0769| OQ0843 WILLOW CREEK LUTH CH SPIRE          APPROX.13.1 KM 2110554.2 |
 OQ0769| CO2968 DELL RM 2                            29.937 METERS 23716     |
 OQ0769| CO2970 DELL RM 4                            18.733 METERS 24535     |
 OQ0769|---------------------------------------------------------------------|
 OQ0769
 OQ0769                          SUPERSEDED SURVEY CONTROL
 OQ0769
 OQ0769  NAD 83(1986)-  43 53 30.31082(N)    096 43 37.52208(W) AD(       ) 2
 OQ0769  NAD 27      -  43 53 30.40900(N)    096 43 36.34400(W) AD(       ) 2
 OQ0769
 OQ0769.Superseded values are not recommended for survey control.
 OQ0769
 OQ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0769.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0769
 OQ0769_MARKER: DS = TRIANGULATION STATION DISK
 OQ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0769_STAMPING: DELL 1949 1970
 OQ0769_MARK LOGO: CGS
 OQ0769_PROJECTION: FLUSH
 OQ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0769+STABILITY: SURFACE MOTION
 OQ0769
 OQ0769  HISTORY     - Date     Condition        Report By
 OQ0769  HISTORY     - 1970     MONUMENTED       NGS
 OQ0769
 OQ0769                          STATION DESCRIPTION
 OQ0769
 OQ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0769'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 OQ0769'IN GOOD CONDITION.  THE SURFACE STATION MARK, AND REFERENCE
 OQ0769'MARKS NO. 1 AND NO. 2 WERE FOUND DESTROYED, LYING ON TOP OF THE
 OQ0769'GROUND IN A FARM LANE WITH DISKS INTACT.  THE UNDERGROUND STATION
 OQ0769'MARK WAS RECOVERED FROM THE GROUND REFERENCES.  THE STATION SITE
 OQ0769'WAS A SECTION LINE ROAD, WHICH THE ADJACENT FARM OWNERS HAD THE
 OQ0769'STATE CLOSE AS IT WAS NOT BEING USED.  A ROAD GRADER WAS USED
 OQ0769'TO LEVEL THE AREA, AND THE MARKS WERE PUSHED OUT AT THIS TIME.
 OQ0769'THE UNDERGROUND STATION MARK WAS LOWERED AND A SURFACE
 OQ0769'STATION MARK WAS SET FLUSH, REFERENCE MARKS NO. 3 AND NO. 4
 OQ0769'WERE SET.
 OQ0769'
 OQ0769'A NEW DESCRIPTION FOLLOWS--
 OQ0769'
 OQ0769'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHWEST OF DELL
 OQ0769'RAPIDS, AND 1.6 MILES EAST OF INTERSTATE HIGHWAY 29, 0.05 MILE
 OQ0769'EAST OF COUNTY ROAD 129, IN A FARMYARD LANE ON PROPERTY OF MR.
 OQ0769'HERMAN J. REDDER.
 OQ0769'
 OQ0769'THE STATION MARK IS A STANDARD DISK STAMPED DELL 1949 1970, SET
 OQ0769'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 90.5
 OQ0769'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN, 42.5 FEET
 OQ0769'EAST OF SOUTHWEST CORNER OF FEEDLOT, 10 FEET SOUTH OF SOUTH
 OQ0769'FENCE OF FEEDLOT, AND 26 FEET NORTH OF THE EAST-WEST PROPERTY
 OQ0769'LINE FENCE.
 OQ0769'
 OQ0769'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DELL 1949 NO 3
 OQ0769'1970, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OQ0769'IT IS 47 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF FEEDLOT, AND
 OQ0769'1 FOOT NORTH OF THE LINE FENCE.
 OQ0769'
 OQ0769'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DELL 1949 NO 4
 OQ0769'1970, SET IN A SQUARE CONCRETE MONUMENT 2-INCHES BELOW GROUND
 OQ0769'SURFACE.  IT IS 36.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 OQ0769'OF FEEDLOT, 2 FEET EAST OF A GATE POST, AND 1 FOOT NORTH OF THE
 OQ0769'LINE FENCE.
 OQ0769'
 OQ0769'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DELL 1949, SET IN
 OQ0769'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 79 FEET
 OQ0769'EAST OF THE NORTHEAST CORNER OF A FARMYARD FENCE, 45 FEET EAST
 OQ0769'OF THE CENTER COUNTY ROAD 129, 1 FOOT SOUTHEAST OF SOUTH GATE
 OQ0769'POST TO FIELD ENTRANCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 OQ0769'
 OQ0769'TO REACH THE STATION FROM THE POST OFFICE IN DELL RAPIDS, GO WEST
 OQ0769'ON 4TH STREET FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 OQ0769'AND COUNTY ROADS 104 AND 129.  TURN RIGHT AND GO NORTH ON
 OQ0769'COUNTY ROAD 129 FOR 4.7 MILES TO THE AZIMUTH MARK AT A GATE ON
 OQ0769'THE RIGHT, CONTINUE NORTH ON COUNTY ROAD 129 FOR 0.25 MILE TO A
 OQ0769'SIDE ROAD LEFT, AND A FARM DRIVEWAY AND THE STATION ON THE RIGHT
 OQ0769'AS DESCRIBED.
 OQ0769'
 OQ0769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NNW
 OQ0769'OF DELL RAPIDS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0326 ***********************************************************************
 PR0326  DESIGNATION -  DEPOT
 PR0326  PID         -  PR0326
 PR0326  STATE/COUNTY-  SD/CODINGTON
 PR0326  COUNTRY     -  US
 PR0326  USGS QUAD   -  KRANZBURG (2017)
 PR0326
 PR0326                         *CURRENT SURVEY CONTROL
 PR0326  ______________________________________________________________________
 PR0326* NAD 83(1986) POSITION- 44 53 24.     (N) 096 55 12.     (W)   SCALED
 PR0326* NAVD 88 ORTHO HEIGHT -   604.210 (meters)     1982.31  (feet) ADJUSTED
 PR0326  ______________________________________________________________________
 PR0326  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 PR0326  DYNAMIC HEIGHT  -        604.116 (meters)     1982.00  (feet) COMP
 PR0326  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 PR0326
 PR0326  VERT ORDER      -  SECOND    CLASS 0
 PR0326
 PR0326.The horizontal coordinates were scaled from a map and have
 PR0326.an estimated accuracy of +/- 6 seconds.
 PR0326
 PR0326.The orthometric height was determined by differential leveling and
 PR0326.adjusted by the NATIONAL GEODETIC SURVEY
 PR0326.in June 1991.
 PR0326
 PR0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0326.GEOID18 height accuracy estimate available here.
 PR0326
 PR0326.Click photographs - Photos may exist for this station.
 PR0326
 PR0326.The dynamic height is computed by dividing the NAVD 88
 PR0326.geopotential number by the normal gravity value computed on the
 PR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0326.degrees latitude (g = 980.6199 gals.).
 PR0326
 PR0326.The modeled gravity was interpolated from observed gravity values.
 PR0326
 PR0326;                    North         East    Units  Estimated Accuracy
 PR0326;SPC SD N     -   122,050.      843,240.      MT  (+/- 180 meters Scaled)
 PR0326
 PR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ642728(NAD 83)
 PR0326
 PR0326                          SUPERSEDED SURVEY CONTROL
 PR0326
 PR0326  NGVD 29 (??/??/92)  603.909  (m)         1981.32   (f) ADJ UNCH    2 0
 PR0326
 PR0326.Superseded values are not recommended for survey control.
 PR0326
 PR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0326.See file dsdata.pdf to determine how the superseded data were derived.
 PR0326
 PR0326_MARKER: DD = SURVEY DISK
 PR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0326+STABILITY: SURFACE MOTION
 PR0326
 PR0326  HISTORY     - Date     Condition        Report By
 PR0326  HISTORY     - UNK      MONUMENTED       SDHD
 PR0326  HISTORY     - 1934     GOOD             CGS
 PR0326  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0326
 PR0326                          STATION DESCRIPTION
 PR0326
 PR0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0326'AT KRANZBURG.
 PR0326'AT KRANZBURG, CODINGTON COUNTY, ABOUT 356 FEET SOUTHWEST OF THE
 PR0326'SOUTHWEST CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION,
 PR0326'ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 35, T. 117 N.,
 PR0326'R. 51 W., ABOUT 139 FEET NORTHWEST OF U.S. HIGHWAY 212 PAVEMENT
 PR0326'STATION 495 (STAMPED IN PAVING), ABOUT 66 FEET NORTH OF THE CENTER
 PR0326'LINE OF THE HIGHWAY, AND ABOUT 29 FEET SOUTH OF THE CENTER LINE
 PR0326'OF THE TRACKS.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 PR0326'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- THERE
 PR0326'HAS BEEN BUILDING HIGHWAY IMPROVEMENTS
 PR0326
 PR0326                          STATION RECOVERY (1968)
 PR0326
 PR0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0507 ***********************************************************************
 QT0507  DESIGNATION -  DESCHAMPS
 QT0507  PID         -  QT0507
 QT0507  STATE/COUNTY-  SD/BUTTE
 QT0507  COUNTRY     -  US
 QT0507  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0507
 QT0507                         *CURRENT SURVEY CONTROL
 QT0507  ______________________________________________________________________
 QT0507* NAD 83(1996) POSITION- 45 04 47.85115(N) 103 24 01.47165(W)   ADJUSTED
 QT0507* NAVD 88 ORTHO HEIGHT -   890.    (meters)     2920.    (feet) SCALED
 QT0507  ______________________________________________________________________
 QT0507  GEOID HEIGHT    -        -16.488 (meters)                     GEOID18
 QT0507  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 QT0507  HORZ ORDER      -  SECOND
 QT0507
 QT0507.The horizontal coordinates were established by classical geodetic methods
 QT0507.and adjusted by the National Geodetic Survey in January 1998.
 QT0507
 QT0507.The orthometric height was scaled from a topographic map.
 QT0507
 QT0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0507.GEOID18 height accuracy estimate available here.
 QT0507
 QT0507.Click photographs - Photos may exist for this station.
 QT0507
 QT0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0507
 QT0507. The following values were computed from the NAD 83(1996) position.
 QT0507
 QT0507;                    North         East     Units Scale Factor Converg.
 QT0507;SPC SD N     -   144,149.870   332,356.679   MT  0.99993924   -2 24 23.8
 QT0507;SPC SD N     -   472,931.70  1,090,406.87   sFT  0.99993924   -2 24 23.8
 QT0507;UTM  13      - 4,993,077.421   625,896.763   MT  0.99979489   +1 07 58.1
 QT0507
 QT0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0507!SPC SD N     -   0.99986299  x   0.99993924  =   0.99980224
 QT0507!UTM  13      -   0.99986299  x   0.99979489  =   0.99965791
 QT0507
 QT0507:                Primary Azimuth Mark                     Grid Az
 QT0507:SPC SD N     -  DESCHAMPS AZ MK                          221 00 28.4
 QT0507:UTM  13      -  DESCHAMPS AZ MK                          217 28 06.5
 QT0507
 QT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2589693077(NAD 83)
 QT0507
 QT0507|---------------------------------------------------------------------|
 QT0507| PID    Reference Object                     Distance      Geod. Az  |
 QT0507|                                                           dddmmss.s |
 QT0507| QT0268 DESCHAMPS AZ MK                                    2183604.6 |
 QT0507| CQ8218 DESCHAMPS RM 2                        8.547 METERS 24535     |
 QT0507| CQ8217 DESCHAMPS RM 1                        9.160 METERS 33708     |
 QT0507|---------------------------------------------------------------------|
 QT0507
 QT0507                          SUPERSEDED SURVEY CONTROL
 QT0507
 QT0507  NAD 83(1993)-  45 04 47.84568(N)    103 24 01.46879(W) AD(       ) 2
 QT0507  NAD 83(1986)-  45 04 47.84098(N)    103 24 01.46716(W) AD(       ) 2
 QT0507  NAD 27      -  45 04 47.87630(N)    103 23 59.79750(W) AD(       ) 2
 QT0507
 QT0507.Superseded values are not recommended for survey control.
 QT0507
 QT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0507.See file dsdata.pdf to determine how the superseded data were derived.
 QT0507
 QT0507_MARKER: DS = TRIANGULATION STATION DISK
 QT0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0507_STAMPING: DESCHAMPS 1951
 QT0507_MARK LOGO: CGS
 QT0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0507+STABILITY: SURFACE MOTION
 QT0507
 QT0507  HISTORY     - Date     Condition        Report By
 QT0507  HISTORY     - 1951     MONUMENTED       CGS
 QT0507  HISTORY     - 1952     GOOD             CGS
 QT0507  HISTORY     - 1962     GOOD             CGS
 QT0507  HISTORY     - 1973     GOOD             USGS
 QT0507
 QT0507                          STATION DESCRIPTION
 QT0507
 QT0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0507'THIS STATION WAS NOT OCCUPIED.
 QT0507'
 QT0507'THE STATION IS LOCATED ON LAND OWNED BY PAUL AND ELOI DESCHAMPS,
 QT0507'ABOUT 8 MILES NORTH AND 1 MILE EAST OF THE CASTLE ROCK POST
 QT0507'OFFICE, ABOUT 2 MILES EAST OF STATE HIGHWAY 79, AND IN THE
 QT0507'NORTHWEST 1/4 SECTION 21, T 13 N, R 6 E.
 QT0507'
 QT0507'TO REACH THE STATION FROM THE CASTLE ROCK POST OFFICE, GO NORTH
 QT0507'ON STATE HIGHWAY 79 FOR 6.7 MILES TO A SIDE ROAD RIGHT AT THE
 QT0507'SIGN HOOVER 8.  CONTINUE NORTH ON THE HIGHWAY FOR 1.65 MILES
 QT0507'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.15 MILE.
 QT0507'TURN RIGHT AND GO EAST ACROSS COUNTRY FOR 0.2 MILE TO THE TOP
 QT0507'OF THE FIRST MOUND AND THE STATION.
 QT0507'
 QT0507'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0507'DESCHAMPS 1951.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0507'CONCRETE CYLINDER.
 QT0507'
 QT0507'REFERENCE MARK NO. 1 IS ABOUT 30 FEET NORTH OF THE STATION.  IT
 QT0507'PROJECTS 5 INCHES, AND THE DISK IS STAMPED DESCHAMPS NO 1 1951.
 QT0507'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 QT0507'CYLINDER.
 QT0507'
 QT0507'REFERENCE MARK NO. 2 IS ABOUT 30 FEET WEST OF THE STATION.  IT
 QT0507'PROJECTS 5 INCHES, AND THE DISK IS STAMPED DESCHAMPS NO 2 1951.
 QT0507'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 QT0507'CYLINDER.
 QT0507'
 QT0507'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION.  IT
 QT0507'PROJECTS 5 INCHES, AND THE DISK IS STAMPED DESCHAMPS 1951.  IT
 QT0507'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 QT0507
 QT0507                          STATION RECOVERY (1952)
 QT0507
 QT0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0507'THE STATION IS ABOUT 9 MILES NORTH OF CASTLE ROCK.  0.3 MILE EAST
 QT0507'OF STATE HIGHWAY 79, IN SECTION 21, T 13 N, R 6 E, ON LAND OWNED
 QT0507'BY PAUL AND ELOI DESCHAMPS, AND 14 FEET EAST-NORTHEAST OF A
 QT0507'4 X 4 INCH WITNESS POST.
 QT0507'
 QT0507'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE ROCK, GO
 QT0507'NORTH ON STATE HIGHWAY 79 FOR 6.7 MILES TO A SIDE ROAD RIGHT AT
 QT0507'THE SIGN HOOVER 8, CONTINUE NORTH ON THE HIGHWAY FOR 1.6 MILES
 QT0507'TO THE AZIMUTH MARK ON RIGHT, CONTINUE NORTH FOR 0.3 MILE TO A
 QT0507'WIRE GATE ON RIGHT, TURN RIGHT THROUGH GATE AND GO EAST ACROSS
 QT0507'COUNTRY FOR 0.3 MILE TO TOP OF MOUND AND STATION.
 QT0507'
 QT0507'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0507'DESCHAMPS 1951.
 QT0507'
 QT0507'REFERENCE MARK 1 IS 42 FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 QT0507'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED DESCHAMPS
 QT0507'NO 1 1951.
 QT0507'
 QT0507'REFERENCE MARK 2 IS 22 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS
 QT0507'POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 QT0507'DESCHAMPS NO 2 1951.
 QT0507'
 QT0507'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF STATE HIGHWAY
 QT0507'79, 18 FEET WEST OF A WIRE FENCE, AND 4 FEET SOUTH OF A 4 X 4
 QT0507'INCH WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 QT0507'STAMPED DESCHAMPS 1951.
 QT0507'
 QT0507'THE MARKS WERE ESTABLISHED IN 1951, BUT THE STATION WAS NOT
 QT0507'OCCUPIED.
 QT0507
 QT0507                          STATION RECOVERY (1962)
 QT0507
 QT0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0507'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 QT0507'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION
 QT0507'AND ROUTE FOR THE STATION FOLLOWS.
 QT0507'
 QT0507'THE STATION IS 26 MILES NORTH OF NEWELL, 9 MILES NORTH OF CASTLE
 QT0507'ROCK, 1/4 MILE EAST OF STATE HIGHWAY 79, ON THE SUMMIT OF A LOW
 QT0507'KNOLL PROJECTING WITHIN SECTION 21, T 13 N, R 6 E.  IT IS ON
 QT0507'PROPERTY OWNED BY MR. PAUL AND MR. ELOI DESCHAMPS.
 QT0507'
 QT0507'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE AT
 QT0507'CASTLE ROCK, DRIVE NORTH ON STATE HIGHWAY 79 FOR 3.75 MILES TO
 QT0507'THE CASTLE ROCK MOREAU HALL ON THE LEFT.  CONTINUE NORTH,
 QT0507'NORTHEAST AND NORTH ON THE HIGHWAY FOR 3.3 MILES TO A SIDE ROAD
 QT0507'ON THE LEFT LEADING TO THE DESCHAMPS RANCH HEADQUARTERS.
 QT0507'CONTINUE NORTH ON THE HIGHWAY FOR 0.5 MILE TO A SIDE ROAD ON THE
 QT0507'RIGHT.  KEEP STRAIGHT AHEAD, NORTH, ON THE HIGHWAY FOR 0.45
 QT0507'MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE ROAD
 QT0507'RIGHT-OF-WAY.  CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO
 QT0507'THE SUMMIT OF A RISE AND A WIRE GATE ON BOTH THE EAST AND
 QT0507'WEST SIDES OF THE HIGHWAY.  TURN RIGHT, PASS THROUGH THE
 QT0507'GATE, THENCE DRIVE EAST ON A TRACK ROAD FOR 0.25 MILE TO THE
 QT0507'SUMMIT OF A LOW KNOLL AND THE STATION.
 QT0507'
 QT0507'THE SURFACE-STATION MARK IS A STANDARD DISK, STAMPED DESCHAMPS
 QT0507'1951, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 QT0507'IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0507'IT IS 12.0 FEET NORTHEAST OF A WOODEN WITNESS POST AND 3.0 FEET
 QT0507'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 QT0507'
 QT0507'REFERENCE MARK 1, A STANDARD DISK STAMPED DESCHAMPS NO 1 1951,
 QT0507'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 QT0507'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0507'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 QT0507'
 QT0507'REFERENCE MARK 2, A STANDARD DISK STAMPED DESCHAMPS NO 2 1951,
 QT0507'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 QT0507'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0507'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 QT0507'
 QT0507'THE AZIMUTH MARK, A STANDARD DISK STAMPED DESCHAMPS 1951, IS
 QT0507'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 QT0507'DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 QT0507'IS 33.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 79, 17.5 FEET
 QT0507'WEST OF THE EAST RIGHT-OF-WAY FENCE, 5.0 FEET SOUTH OF A WOODEN
 QT0507'WITNESS POST AND 2.0 FEET NORTH OF A METAL WITNESS POST WITH
 QT0507'SIGN ATTACHED.
 QT0507
 QT0507                          STATION RECOVERY (1973)
 QT0507
 QT0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0507'TO REACH THE STATION FROM CASTLE ROCK, GO NORTH ON STATE HWY.
 QT0507'79 FOR 0.5 MI TO RD. JCT. NORTH.  TURN RIGHT AND GO NORTH ON
 QT0507'BLACK TOP RD. FOR 6.75 MI TO GRAVEL RD. NORTH.  CONTINUE NORTH
 QT0507'ON GRAVEL RD. FOR 1.9 MI TO A WIRE GATE ON THE RIGHT.  TURN
 QT0507'RIGHT THROUGH GATE AND GO EAST ACROSS COUNTRY FOR 0.3 MI TO TOP
 QT0507'OF RIDGE AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0268 ***********************************************************************
 QT0268  DESIGNATION -  DESCHAMPS AZ MK
 QT0268  PID         -  QT0268
 QT0268  STATE/COUNTY-  SD/BUTTE
 QT0268  COUNTRY     -  US
 QT0268  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0268
 QT0268                         *CURRENT SURVEY CONTROL
 QT0268  ______________________________________________________________________
 QT0268* NAD 83(1986) POSITION- 45 04 31.     (N) 103 24 20.     (W)   SCALED
 QT0268* NAVD 88 ORTHO HEIGHT -   891.559 (meters)     2925.06  (feet) ADJUSTED
 QT0268  ______________________________________________________________________
 QT0268  GEOID HEIGHT    -        -16.478 (meters)                     GEOID18
 QT0268  DYNAMIC HEIGHT  -        891.360 (meters)     2924.40  (feet) COMP
 QT0268  MODELED GRAVITY -    980,363.8   (mgal)                       NAVD 88
 QT0268
 QT0268  VERT ORDER      -  SECOND    CLASS 0
 QT0268
 QT0268.The horizontal coordinates were scaled from a map and have
 QT0268.an estimated accuracy of +/- 6 seconds.
 QT0268
 QT0268.The orthometric height was determined by differential leveling and
 QT0268.adjusted by the NATIONAL GEODETIC SURVEY
 QT0268.in June 1991.
 QT0268
 QT0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0268.GEOID18 height accuracy estimate available here.
 QT0268
 QT0268.Click photographs - Photos may exist for this station.
 QT0268
 QT0268.The dynamic height is computed by dividing the NAVD 88
 QT0268.geopotential number by the normal gravity value computed on the
 QT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0268.degrees latitude (g = 980.6199 gals.).
 QT0268
 QT0268.The modeled gravity was interpolated from observed gravity values.
 QT0268
 QT0268;                    North         East    Units  Estimated Accuracy
 QT0268;SPC SD N     -   143,650.      331,930.      MT  (+/- 180 meters Scaled)
 QT0268
 QT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK255925(NAD 83)
 QT0268
 QT0268                          SUPERSEDED SURVEY CONTROL
 QT0268
 QT0268  NGVD 29 (??/??/92)  891.076  (m)         2923.47   (f) ADJ UNCH    2 0
 QT0268
 QT0268.Superseded values are not recommended for survey control.
 QT0268
 QT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0268.See file dsdata.pdf to determine how the superseded data were derived.
 QT0268
 QT0268_MARKER: DZ = AZIMUTH MARK DISK
 QT0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0268_STAMPING: DESCHAMPS 1951
 QT0268_MARK LOGO: CGS
 QT0268_PROJECTION: PROJECTING 12 CENTIMETERS
 QT0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0268+STABILITY: SURFACE MOTION
 QT0268
 QT0268  HISTORY     - Date     Condition        Report By
 QT0268  HISTORY     - 1951     MONUMENTED       CGS
 QT0268  HISTORY     - 1963     GOOD             CGS
 QT0268
 QT0268                          STATION DESCRIPTION
 QT0268
 QT0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0268'8.1 MI N FROM CASTLE ROCK.
 QT0268'ABOUT 8.1 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 QT0268'AT CASTLE ROCK, 33.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 QT0268'17.6 FEET WEST OF A NORTH-SOUTH FENCE, 2.3 FEET NORTH OF A
 QT0268'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 QT0268'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0901 ***********************************************************************
 PR0901  DESIGNATION -  DESMET DOME CYLINDRICAL SHAFT
 PR0901  PID         -  PR0901
 PR0901  STATE/COUNTY-  SD/KINGSBURY
 PR0901  COUNTRY     -  US
 PR0901  USGS QUAD   -  DE SMET (2017)
 PR0901
 PR0901                         *CURRENT SURVEY CONTROL
 PR0901  ______________________________________________________________________
 PR0901* NAD 83(1996) POSITION- 44 23 11.07607(N) 097 32 47.22355(W)   ADJUSTED
 PR0901  ______________________________________________________________________
 PR0901  GEOID HEIGHT    -        -25.088 (meters)                     GEOID18
 PR0901  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 PR0901  HORZ ORDER      -  THIRD
 PR0901
 PR0901.The horizontal coordinates were established by classical geodetic methods
 PR0901.and adjusted by the National Geodetic Survey in January 1998.
 PR0901
 PR0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0901.GEOID18 height accuracy estimate available here.
 PR0901
 PR0901.Click photographs - Photos may exist for this station.
 PR0901
 PR0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0901
 PR0901. The following values were computed from the NAD 83(1996) position.
 PR0901
 PR0901;                    North         East     Units Scale Factor Converg.
 PR0901;SPC SD N     -    64,421.926   795,479.379   MT  1.00000593   +1 44 11.3
 PR0901;SPC SD N     -   211,357.60  2,609,835.26   sFT  1.00000593   +1 44 11.3
 PR0901;UTM  14      - 4,915,819.398   615,778.289   MT  0.99976485   +1 01 00.7
 PR0901
 PR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1577815819(NAD 83)
 PR0901
 PR0901                          SUPERSEDED SURVEY CONTROL
 PR0901
 PR0901  NAD 83(1986)-  44 23 11.06877(N)    097 32 47.18643(W) AD(       ) 3
 PR0901  NAD 27      -  44 23 11.19000(N)    097 32 45.93000(W) AD(       ) 3
 PR0901  USSD        -  44 23 11.36000(N)    097 32 46.36000(W) AD(       ) 3
 PR0901
 PR0901.Superseded values are not recommended for survey control.
 PR0901
 PR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0901.See file dsdata.pdf to determine how the superseded data were derived.
 PR0901
 PR0901_MARKER: 87 = DOME
 PR0901
 PR0901  HISTORY     - Date     Condition        Report By
 PR0901  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0901  HISTORY     - 1935     GOOD             CGS
 PR0901
 PR0901                          STATION DESCRIPTION
 PR0901
 PR0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0901'THIS EVIDENTLY REFERS TO COURTHOUSE DOME.  IT IS THE SAME
 PR0901'TODAY AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0746 ***********************************************************************
 OS0746  DESIGNATION -  DEUTSCH
 OS0746  PID         -  OS0746
 OS0746  STATE/COUNTY-  SD/MELLETTE
 OS0746  COUNTRY     -  US
 OS0746  USGS QUAD   -  PARMELEE NE (2017)
 OS0746
 OS0746                         *CURRENT SURVEY CONTROL
 OS0746  ______________________________________________________________________
 OS0746* NAD 83(1996) POSITION- 43 29 13.66633(N) 101 00 19.31540(W)   ADJUSTED
 OS0746* NAVD 88 ORTHO HEIGHT -   805.3   (meters)     2642.    (feet) VERTCON3
 OS0746  ______________________________________________________________________
 OS0746  GEOID HEIGHT    -        -22.840 (meters)                     GEOID18
 OS0746  LAPLACE CORR    -         -9.39  (seconds)                    DEFLEC18
 OS0746  HORZ ORDER      -  FIRST
 OS0746
 OS0746.The horizontal coordinates were established by classical geodetic methods
 OS0746.and adjusted by the National Geodetic Survey in January 1998.
 OS0746
 OS0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0746
 OS0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0746.GEOID18 height accuracy estimate available here.
 OS0746
 OS0746.Click photographs - Photos may exist for this station.
 OS0746
 OS0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0746
 OS0746. The following values were computed from the NAD 83(1996) position.
 OS0746
 OS0746;                    North         East     Units Scale Factor Converg.
 OS0746;SPC SD S     -   128,396.192   545,642.250   MT  0.99990948   -0 27 49.0
 OS0746;SPC SD S     -   421,246.51  1,790,161.28   sFT  0.99990948   -0 27 49.0
 OS0746;UTM  14      - 4,816,865.373   337,841.347   MT  0.99992346   -1 22 49.4
 OS0746
 OS0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0746!SPC SD S     -   0.99987731  x   0.99990948  =   0.99978680
 OS0746!UTM  14      -   0.99987731  x   0.99992346  =   0.99980078
 OS0746
 OS0746:                Primary Azimuth Mark                     Grid Az
 OS0746:SPC SD S     -  DEUTSCH RM 1 AZIMUTH                     200 29 17.0
 OS0746:UTM  14      -  DEUTSCH RM 1 AZIMUTH                     201 24 17.4
 OS0746
 OS0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3784116865(NAD 83)
 OS0746
 OS0746|---------------------------------------------------------------------|
 OS0746| PID    Reference Object                     Distance      Geod. Az  |
 OS0746|                                                           dddmmss.s |
 OS0746| OS0712 MURDO MUNICIPAL TANK                APPROX.50.5 KM 0273646.3 |
 OS0746| CP9155 DEUTSCH RM 3                         15.230 METERS 09900     |
 OS0746| OS0752 FIRE TOWER NORTH                    APPROX.29.6 KM 1813544.8 |
 OS0746| OS0747 DEUTSCH RM 1 AZIMUTH                419.984 METERS 2000128.0 |
 OS0746| OS0748 DEUTSCH RM 2                        407.603 METERS 2785335.0 |
 OS0746|---------------------------------------------------------------------|
 OS0746
 OS0746                          SUPERSEDED SURVEY CONTROL
 OS0746
 OS0746  NAD 83(1995)-  43 29 13.66170(N)    101 00 19.31760(W) AD(       ) 1
 OS0746  NAD 83(1986)-  43 29 13.66283(N)    101 00 19.32378(W) AD(       ) 1
 OS0746  NAD 27      -  43 29 13.66000(N)    101 00 17.79900(W) AD(       ) 1
 OS0746  NGVD 29 (07/19/86)  804.9    (m)         2641.     (f) VERT ANG       
 OS0746
 OS0746.Superseded values are not recommended for survey control.
 OS0746
 OS0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0746.See file dsdata.pdf to determine how the superseded data were derived.
 OS0746
 OS0746_MARKER: DS = TRIANGULATION STATION DISK
 OS0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0746_STAMPING: DEUTSCH 1933
 OS0746_MARK LOGO: CGS
 OS0746_PROJECTION: RECESSED 41 CENTIMETERS
 OS0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0746+STABILITY: SURFACE MOTION
 OS0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0746+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2007
 OS0746
 OS0746  HISTORY     - Date     Condition        Report By
 OS0746  HISTORY     - 1933     MONUMENTED       CGS
 OS0746  HISTORY     - 1936     GOOD             CGS
 OS0746  HISTORY     - 1967     MARK NOT FOUND   USGS
 OS0746  HISTORY     - 1975     GOOD             NGS
 OS0746  HISTORY     - 20070207 GOOD             HKM
 OS0746
 OS0746                          STATION DESCRIPTION
 OS0746
 OS0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0746'ABOUT 14 MILES WEST-SOUTHWEST OF WHITE RIVER IN NORTHEAST QUARTER
 OS0746'SEC. 23 T. 41 N., R. 26 E. ON A ROUNDED KNOLL.  REACHED FROM
 OS0746'WHITE RIVER BY STATE HIGHWAY 40 WEST 14.3 MILES TO CROSS ROAD.
 OS0746'TURN SOUTH 6.3 MILES TO HILL ON EAST OF ROAD.  STATION IS ABOUT
 OS0746'1/2 MILE EAST ON HIGHEST PART OF HILL.  MARK IS A STANDARD BRONZE
 OS0746'MARK IN CONCRETE, BURIED ABOUT 16 INCHES.
 OS0746'
 OS0746'REFERENCE MARK NO. 1 IS IN FENCE LINE WHICH RUNS EAST AND WEST
 OS0746'DIVIDING SECTION 23, ABOUT 600 FEET EAST OF THE CENTER OF SECTION
 OS0746'23.
 OS0746'
 OS0746'REFERENCE MARK NO. 2 IS IN FENCE LINE WHICH RUNS NORTH AND SOUTH
 OS0746'DIVIDING SECTION 23 AND IS ABOUT 1200 FEET NORTH OF THE CENTER
 OS0746'OF SECTION 23.
 OS0746'
 OS0746'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2--1725.92 FEET.
 OS0746'
 OS0746'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 OS0746'SET IN CONCRETE.
 OS0746'
 OS0746'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
 OS0746
 OS0746                          STATION RECOVERY (1936)
 OS0746
 OS0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0746'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  EXCEPTIONS
 OS0746'LISTED BELOW.  THE STATION IS LOCATED ABOUT 14 MILES AIRLINE
 OS0746'WEST-SOUTHWEST OF WHITE RIVER IN THE NORTHEAST QUARTER SEC. 23,
 OS0746'T. 41 N., R. 26 E., ON A ROUNDED KNOLL.
 OS0746'
 OS0746'TO REACH FROM WHITE RIVER, SOUTH DAKOTA, GO 14.7 MILES WEST ON
 OS0746'STATE HIGHWAY 40, FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 OS0746'STATE HIGHWAY 40, TO A CROSS ROAD.  TURN SOUTH (LEFT) AND GO 6.5
 OS0746'MILES TO A FARM ROAD LEFT (EAST) AND GO 0.6 MILE TO THE TOP OF
 OS0746'HILL AND STATION ON THE LEFT.
 OS0746'
 OS0746'DEUTSCH 1933.  THE TRIANGULATION STATION IS AN UNDERGROUND MARK,
 OS0746'AND NOT A SURFACE MARK AS STATED IN THE ORIGINAL DESCRIPTION.
 OS0746'THE MARK IS AN IRREGULAR MASS ON CONCRETE, ABOUT 18 INCHES FROM
 OS0746'THE TOP OF GROUND.
 OS0746'
 OS0746'DEUTSCH NO. 1 1933.  REFERENCE MARK NO. 1 IS 1377.50 FEET SOUTH
 OS0746'BY WEST OF THE STATION.  ORIGINAL DESCRIPTION READS 1380.77 FEET,
 OS0746'AND IS ONE FOOT NORTH OF THE EAST-WEST FENCE.  IT IS A ONE-FOOT
 OS0746'SQUARE CONCRETE POST, PROJECTING 3 INCHES.
 OS0746'
 OS0746'DEUTSCH NO. 2 1933.  REFERENCE MARK NO. 2 IS 1337.40 FEET WEST
 OS0746'BY NORTH OF THE STATION, AND ONE FOOT EAST OF THE NORTH-SOUTH
 OS0746'FENCE.  IT IS A ONE-FOOT SQUARE CONCRETE POST, PROJECTING 3 INCHES.
 OS0746'
 OS0746'NO AZIMUTH MARK WAS ESTABLISHED IN 1933.
 OS0746'
 OS0746'REFERENCE MARK NO. 1 WAS USED AS THE AZIMUTH MARK.
 OS0746'
 OS0746'ALL OBJECTS VISIBLE FROM THE GROUND.
 OS0746
 OS0746                          STATION RECOVERY (1967)
 OS0746
 OS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0746'STATION NOT FOUND.
 OS0746'
 OS0746'THE LAND OFFICE DESCRIPTION DOES NOT FIT THE STATION AS PLOTTED.
 OS0746'THE REFERENCE MARKS ALSO WERE SEARCHED FOR AND NOT FOUND.
 OS0746'
 OS0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 OS0746'WEST-SOUTHWEST OF WHITE RIVER.
 OS0746
 OS0746                          STATION RECOVERY (1975)
 OS0746
 OS0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OS0746'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 OS0746'IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE LAND DESCRIPTION,
 OS0746'AND THE FENCES WHICH WERE USED FOR GROUND REFERENCES HAVE BEEN
 OS0746'REMOVED.  REFERENCE MARK NO. 3 WAS SET TO AID IN RECOVERY OF THE
 OS0746'STATION.
 OS0746'
 OS0746'A NEW DESCRIPTION FOLLOWS--
 OS0746'
 OS0746'THE STATION IS LOCATED ABOUT 14 MILES WEST-SOUTHWEST OF WHITE RIVER,
 OS0746'6 MILES SOUTH OF CEDAR BUTTE, 2 MILES SOUTH OF THE ALFRED DEUTSCH
 OS0746'FARMSTEAD, 0.6 MILE EAST OF A GRADED ROAD, ON A ROUNDED KNOLL ON
 OS0746'A NORTHWEST-SOUTHEAST RIDGE IN A PASTURE, ON INDIAN LAND LEASED
 OS0746'FOR RANCHING BY THE ADRAIN LAND AND CATTLE COMPANY, IN SECTION 33,
 OS0746'T 41 N, R 31 W, IN SURPRISE VALLEY TOWNSHIP.
 OS0746'
 OS0746'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 OS0746'STATE HIGHWAY 44 IN WHITE RIVER, GO WEST ON HIGHWAY 44 FOR 15 MILES
 OS0746'TO A CROSSROAD INTERSECTION AND THE CEDAR BUTTE STORE, TURN LEFT
 OS0746'AND GO SOUTH ON THE GRAVELED ROAD 1.35 MILES TO WHERE THE ROAD
 OS0746'CURVES FROM THE NORTHWEST TO THE SOUTH AT A WIRE GATE AND TRACK
 OS0746'ROAD ON THE LEFT, (THIS IS 0.1 MILE NORTH OF WHERE THE ROAD
 OS0746'GOES OVER A SHARP HILL), TURN LEFT THRU GATE AND FOLLOW TRACK
 OS0746'ROAD EASTERLY ACROSS PASTURE FOR 0.65 MILE TO CREST OF RIDGE,
 OS0746'TURN HARD LEFT AND GO NORTHWESTERLY ALONG TOP OF HILL ABOUT
 OS0746'0.15 MILE TO THE HIGHEST PART AND STATION AS DESCRIBED.
 OS0746'
 OS0746'THE STATION MARK IS A STANDARD DISK STAMPED DEUTSCH 1933, SET IN THE
 OS0746'TOP OF A SQUARE CONCRETE MONUMENT 14-INCHES BELOW GROUND SURFACE.
 OS0746'IT IS 2-FEET SOUTH OF A METAL WITNESS POST AND 2-FEET NORTH OF A
 OS0746'TREATED WOOD FENCE POST.
 OS0746'
 OS0746'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DEUTSCH NO 1 1933,
 OS0746'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OS0746'4-INCHES.  IT IS ON A LOW FLAT RIDGE SLOPING FROM WEST TO EAST,
 OS0746'AND ABOUT 100 YARDS SOUTHEAST OF THE START OF A DRAW.  IT IS 85
 OS0746'FEET SOUTH OF THE SOUTH EDGE OF THE DRAW, 1.4 FEET NORTH OF A METAL
 OS0746'WITNESS POST, AND 2-FEET SOUTH OF A TREATED WOOD FENCE POST.
 OS0746'THE MARK IS ABOUT 0.15 MILE SOUTH OF THE TRACK ROAD.
 OS0746'
 OS0746'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DEUTSCH NO 2 1933,
 OS0746'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OS0746'6-INCHES.  IT IS ON THE SOUTHWEST SLOPE OF THE RIDGE AT A POINT
 OS0746'WHERE THE SLOPE BREAKS MORE SHARPLY TO THE WEST, 0.1 MILE NORTH OF
 OS0746'THE TRACK ROAD, 1.4 FEET EAST OF A METAL WITNESS POST, AND
 OS0746'2-FEET WEST OF A TREATED WOOD FENCE POST.
 OS0746'
 OS0746'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DEUTSCH 1933 NO 3
 OS0746'1975 SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OS0746'GROUND.  IT IS 49.5 FEET EAST OF THE METAL WITNESS POST.
 OS0746'
 OS0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 OS0746'WSW OF WHITE RIVER.
 OS0746
 OS0746                          STATION RECOVERY (2007)
 OS0746
 OS0746'RECOVERY NOTE BY HKM ASSOCIATES 2007 (SB)
 OS0746'MONUMENT IS APPROXIMATELY 1 FOOT BELOW SURFACE AND IS 3FT NORTH OF
 OS0746'WOOD POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0747 ***********************************************************************
 OS0747  DESIGNATION -  DEUTSCH RM 1 AZIMUTH
 OS0747  PID         -  OS0747
 OS0747  STATE/COUNTY-  SD/MELLETTE
 OS0747  COUNTRY     -  US
 OS0747  USGS QUAD   -  PARMELEE NE (2017)
 OS0747
 OS0747                         *CURRENT SURVEY CONTROL
 OS0747  ______________________________________________________________________
 OS0747* NAD 83(1996) POSITION- 43 29 00.88038(N) 101 00 25.71503(W)   ADJUSTED
 OS0747* NAVD 88 ORTHO HEIGHT -   786.6   (meters)     2581.    (feet) VERTCON3
 OS0747  ______________________________________________________________________
 OS0747  GEOID HEIGHT    -        -22.822 (meters)                     GEOID18
 OS0747  LAPLACE CORR    -         -9.46  (seconds)                    DEFLEC18
 OS0747  HORZ ORDER      -  SECOND
 OS0747
 OS0747.The horizontal coordinates were established by classical geodetic methods
 OS0747.and adjusted by the National Geodetic Survey in January 1998.
 OS0747
 OS0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0747
 OS0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0747.GEOID18 height accuracy estimate available here.
 OS0747
 OS0747.Click photographs - Photos may exist for this station.
 OS0747
 OS0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0747
 OS0747. The following values were computed from the NAD 83(1996) position.
 OS0747
 OS0747;                    North         East     Units Scale Factor Converg.
 OS0747;SPC SD S     -   128,002.809   545,495.264   MT  0.99990963   -0 27 53.4
 OS0747;SPC SD S     -   419,955.88  1,789,679.05   sFT  0.99990963   -0 27 53.4
 OS0747;UTM  14      - 4,816,474.386   337,688.083   MT  0.99992407   -1 22 53.4
 OS0747
 OS0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0747!SPC SD S     -   0.99988024  x   0.99990963  =   0.99978988
 OS0747!UTM  14      -   0.99988024  x   0.99992407  =   0.99980432
 OS0747
 OS0747:                Primary Azimuth Mark                     Grid Az
 OS0747:SPC SD S     -  DEUTSCH                                  020 29 17.0
 OS0747:UTM  14      -  DEUTSCH                                  021 24 17.0
 OS0747
 OS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3768816474(NAD 83)
 OS0747
 OS0747|---------------------------------------------------------------------|
 OS0747| PID    Reference Object                     Distance      Geod. Az  |
 OS0747|                                                           dddmmss.s |
 OS0747| OS0746 DEUTSCH                             419.984 METERS 0200123.6 |
 OS0747| OS0748 DEUTSCH RM 2                        APPROX. 0.5 KM 3302959.0 |
 OS0747|---------------------------------------------------------------------|
 OS0747
 OS0747                          SUPERSEDED SURVEY CONTROL
 OS0747
 OS0747  NAD 83(1995)-  43 29 00.87575(N)    101 00 25.71719(W) AD(       ) 2
 OS0747  NAD 83(1986)-  43 29 00.87691(N)    101 00 25.72341(W) AD(       ) 2
 OS0747  NAD 27      -  43 29 00.87402(N)    101 00 24.19831(W) AD(       ) 2
 OS0747  NGVD 29 (07/19/86)  786.2    (m)         2579.     (f) VERT ANG       
 OS0747
 OS0747.Superseded values are not recommended for survey control.
 OS0747
 OS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0747.See file dsdata.pdf to determine how the superseded data were derived.
 OS0747
 OS0747_MARKER: DR = REFERENCE MARK DISK
 OS0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0747_STAMPING: DEUTSCH NO 1 1933
 OS0747_MARK LOGO: CGS
 OS0747_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0747+STABILITY: SURFACE MOTION
 OS0747
 OS0747  HISTORY     - Date     Condition        Report By
 OS0747  HISTORY     - 1933     MONUMENTED       CGS
 OS0747
 OS0747                          STATION DESCRIPTION
 OS0747
 OS0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0747'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTH OF PARMELEE, 9.5 MI
 OS0747'(15.3 KM) EAST OF NORRIS AND 6.5 MI (10.5 KM) SOUTH OF CEDAR BUTTE.
 OS0747'
 OS0747'IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OS0747'4-INCHES, ON A LOW FLAT RIDGE SLOPING FROM WEST TO EAST AND ABOUT 100
 OS0747'YDS (91.4 M) SOUTHEAST OF THE START OF A DRAW.  IT IS 85 FT (25.9 M)
 OS0747'SOUTH OF THE SOUTH EDGE OF THE DRAW, 1.4 FT (0.4 M) NORTH OF A METAL
 OS0747'WITNESS POST AND 2-FEET SOUTH OF A TREATED WOODEN FENCE POST.  THE
 OS0747'MARK IS ABOUT 0.15 MI (0.24 KM) SOUTH OF A TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0748 ***********************************************************************
 OS0748  DESIGNATION -  DEUTSCH RM 2
 OS0748  PID         -  OS0748
 OS0748  STATE/COUNTY-  SD/MELLETTE
 OS0748  COUNTRY     -  US
 OS0748  USGS QUAD   -  PARMELEE NE (2017)
 OS0748
 OS0748                         *CURRENT SURVEY CONTROL
 OS0748  ______________________________________________________________________
 OS0748* NAD 83(1996) POSITION- 43 29 15.70768(N) 101 00 37.23695(W)   ADJUSTED
 OS0748* NAVD 88 ORTHO HEIGHT -   796.2   (meters)     2612.    (feet) VERTCON3
 OS0748  ______________________________________________________________________
 OS0748  GEOID HEIGHT    -        -22.823 (meters)                     GEOID18
 OS0748  LAPLACE CORR    -         -9.36  (seconds)                    DEFLEC18
 OS0748  HORZ ORDER      -  SECOND
 OS0748
 OS0748.The horizontal coordinates were established by classical geodetic methods
 OS0748.and adjusted by the National Geodetic Survey in January 1998.
 OS0748
 OS0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0748
 OS0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0748.GEOID18 height accuracy estimate available here.
 OS0748
 OS0748.Click photographs - Photos may exist for this station.
 OS0748
 OS0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0748
 OS0748. The following values were computed from the NAD 83(1996) position.
 OS0748
 OS0748;                    North         East     Units Scale Factor Converg.
 OS0748;SPC SD S     -   128,462.454   545,240.107   MT  0.99990946   -0 28 01.3
 OS0748;SPC SD S     -   421,463.90  1,788,841.92   sFT  0.99990946   -0 28 01.3
 OS0748;UTM  14      - 4,816,938.062   337,440.309   MT  0.99992506   -1 23 01.7
 OS0748
 OS0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0748!SPC SD S     -   0.99987873  x   0.99990946  =   0.99978820
 OS0748!UTM  14      -   0.99987873  x   0.99992506  =   0.99980380
 OS0748
 OS0748:                Primary Azimuth Mark                     Grid Az
 OS0748:SPC SD S     -  DEUTSCH                                  099 21 24.0
 OS0748:UTM  14      -  DEUTSCH                                  100 16 24.4
 OS0748
 OS0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3744016938(NAD 83)
 OS0748
 OS0748|---------------------------------------------------------------------|
 OS0748| PID    Reference Object                     Distance      Geod. Az  |
 OS0748|                                                           dddmmss.s |
 OS0748| OS0746 DEUTSCH                             407.603 METERS 0985322.7 |
 OS0748| OS0747 DEUTSCH RM 1 AZIMUTH                APPROX. 0.5 KM 1502951.1 |
 OS0748|---------------------------------------------------------------------|
 OS0748
 OS0748                          SUPERSEDED SURVEY CONTROL
 OS0748
 OS0748  NAD 83(1995)-  43 29 15.70303(N)    101 00 37.23915(W) AD(       ) 2
 OS0748  NAD 83(1986)-  43 29 15.70420(N)    101 00 37.24534(W) AD(       ) 2
 OS0748  NAD 27      -  43 29 15.70163(N)    101 00 35.71980(W) AD(       ) 2
 OS0748  NGVD 29 (07/19/86)  795.8    (m)         2611.     (f) VERT ANG       
 OS0748
 OS0748.Superseded values are not recommended for survey control.
 OS0748
 OS0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0748.See file dsdata.pdf to determine how the superseded data were derived.
 OS0748
 OS0748_MARKER: DR = REFERENCE MARK DISK
 OS0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0748_STAMPING: DEUTSCH NO 2 1933
 OS0748_MARK LOGO: CGS
 OS0748_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0748+STABILITY: SURFACE MOTION
 OS0748
 OS0748  HISTORY     - Date     Condition        Report By
 OS0748  HISTORY     - 1933     MONUMENTED       CGS
 OS0748
 OS0748                          STATION DESCRIPTION
 OS0748
 OS0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0748'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) NORTH OF PARMELEE, 9.4 MI
 OS0748'(15.1 KM) EAST OF NORRIS AND 6.2 MI (10.0 KM) SOUTH OF CEDAR BUTTE.
 OS0748'
 OS0748'IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 OS0748'IN, ON THE SOUTHWEST SLOPE OF A RIDGE AT A POINT WHERE THE SLOPE
 OS0748'BREAKS MORE SHARPLY TO THE WEST, 0.1 MI (0.2 KM) NORTH OF A TRACK
 OS0748'ROAD, 1.4 FT (0.4 M) EAST OF A METAL WITNESS POST AND 2 FT (0.6 M)
 OS0748'WEST OF A TREATED WOODEN FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0791 ***********************************************************************
 QS0791  DESIGNATION -  DEW
 QS0791  PID         -  QS0791
 QS0791  STATE/COUNTY-  SD/DEWEY
 QS0791  COUNTRY     -  US
 QS0791  USGS QUAD   -  GLENCROSS SE (2017)
 QS0791
 QS0791                         *CURRENT SURVEY CONTROL
 QS0791  ______________________________________________________________________
 QS0791* NAD 83(1996) POSITION- 45 16 33.51790(N) 100 51 09.49190(W)   ADJUSTED
 QS0791* NAVD 88 ORTHO HEIGHT -   590.    (meters)     1936.    (feet) SCALED
 QS0791  ______________________________________________________________________
 QS0791  GEOID HEIGHT    -        -21.696 (meters)                     GEOID18
 QS0791  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 QS0791  HORZ ORDER      -  SECOND
 QS0791
 QS0791.The horizontal coordinates were established by classical geodetic methods
 QS0791.and adjusted by the National Geodetic Survey in January 1998.
 QS0791
 QS0791.The orthometric height was scaled from a topographic map.
 QS0791
 QS0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0791.GEOID18 height accuracy estimate available here.
 QS0791
 QS0791.Click photographs - Photos may exist for this station.
 QS0791
 QS0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0791
 QS0791. The following values were computed from the NAD 83(1996) position.
 QS0791
 QS0791;                    North         East     Units Scale Factor Converg.
 QS0791;SPC SD N     -   160,663.727   533,100.609   MT  0.99994679   -0 36 12.4
 QS0791;SPC SD N     -   527,110.91  1,749,014.25   sFT  0.99994679   -0 36 12.4
 QS0791;UTM  14      - 5,015,278.208   354,686.758   MT  0.99985963   -1 18 59.5
 QS0791
 QS0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0791!SPC SD N     -   0.99991084  x   0.99994679  =   0.99985764
 QS0791!UTM  14      -   0.99991084  x   0.99985963  =   0.99977049
 QS0791
 QS0791:                Primary Azimuth Mark                     Grid Az
 QS0791:SPC SD N     -  WHITEHORSE                               092 52 11.7
 QS0791:UTM  14      -  WHITEHORSE                               093 34 58.8
 QS0791
 QS0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5468615278(NAD 83)
 QS0791
 QS0791|---------------------------------------------------------------------|
 QS0791| PID    Reference Object                     Distance      Geod. Az  |
 QS0791|                                                           dddmmss.s |
 QS0791| CO5562 DEW RM 1                             14.399 METERS 07813     |
 QS0791| QS0792 WHITEHORSE                          APPROX. 1.4 KM 0921559.3 |
 QS0791| CO5563 DEW RM 2                             14.399 METERS 18012     |
 QS0791|---------------------------------------------------------------------|
 QS0791
 QS0791                          SUPERSEDED SURVEY CONTROL
 QS0791
 QS0791  NAD 83(1986)-  45 16 33.51020(N)    100 51 09.49069(W) AD(       ) 2
 QS0791  NAD 27      -  45 16 33.57000(N)    100 51 07.96800(W) AD(       ) 2
 QS0791
 QS0791.Superseded values are not recommended for survey control.
 QS0791
 QS0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0791.See file dsdata.pdf to determine how the superseded data were derived.
 QS0791
 QS0791_MARKER: DS = TRIANGULATION STATION DISK
 QS0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0791_STAMPING: DEW 9152
 QS0791_MARK LOGO: CGS
 QS0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0791+STABILITY: SURFACE MOTION
 QS0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0791+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 QS0791
 QS0791  HISTORY     - Date     Condition        Report By
 QS0791  HISTORY     - 1952     MONUMENTED       CGS
 QS0791  HISTORY     - 20090225 GOOD             BROSZ
 QS0791
 QS0791                          STATION DESCRIPTION
 QS0791
 QS0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0791'THE STATION IS ABOUT 2 MILES EAST-NORTHEAST OF WHITE HORSE,
 QS0791'1 MILE NORTH OF THE MOREAU RIVER, IN SECTION 8, T 15 N, R 27 E.
 QS0791'8 FEET NORTHWEST OF CENTER OF A TRACK ROAD, AND 5 FEET
 QS0791'SOUTHEAST OF A 4 X 4 INCH WITNESS POST.
 QS0791'
 QS0791'TO REACH THE STATION FROM THE POST OFFICE IN WHITE HORSE, GO
 QS0791'EAST ON GRAVELED ROAD FOR 1.5 MILES TO A TRACK ROAD LEFT,
 QS0791'TURN LEFT AND GO 50 FEET TO A FORK, BEAR LEFT AND GO NORTHEAST
 QS0791'FOR 0.6 MILE TO TOP OF RIDGE AND STATION ON LEFT, CONTINUE
 QS0791'EAST ALONG TOP OF RIDGE FOR 0.9 MILE TO THE AZIMUTH MARK.
 QS0791'
 QS0791'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0791'DEW 1952.
 QS0791'
 QS0791'REFERENCE MARK 1 IS 42 FEET EAST OF A 4 X 4 INCH WITNESS POST
 QS0791'AND 10 FEET SOUTHEAST OF CENTER OF A TRACK ROAD.  THE MARK
 QS0791'PROJECTS 5 INCHES, AND THE DISK IS STAMPED DEW NO 1 1952.
 QS0791'
 QS0791'REFERENCE MARK 2 IS 43 FEET SOUTH OF A 4 X 4 INCH WITNESS
 QS0791'POST AND 25 FEET SOUTHEAST OF CENTER OF TRACK ROAD.  THE MARK
 QS0791'PROJECTS 4 INCHES, AND THE DISK IS STAMPED DEW NO 2 1952.
 QS0791'
 QS0791'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QS0791
 QS0791                          STATION RECOVERY (2009)
 QS0791
 QS0791'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2009 (JRS)
 QS0791'STATION, RM1 AND RM2 FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0755 ***********************************************************************
 QS0755  DESIGNATION -  DEWEY
 QS0755  PID         -  QS0755
 QS0755  STATE/COUNTY-  SD/DEWEY
 QS0755  COUNTRY     -  US
 QS0755  USGS QUAD   -  MOREAU SE (2017)
 QS0755
 QS0755                         *CURRENT SURVEY CONTROL
 QS0755  ______________________________________________________________________
 QS0755* NAD 83(1996) POSITION- 45 21 38.58063(N) 100 19 59.63555(W)   ADJUSTED
 QS0755* NAVD 88 ORTHO HEIGHT -   563.    (meters)     1847.    (feet) SCALED
 QS0755  ______________________________________________________________________
 QS0755  GEOID HEIGHT    -        -22.028 (meters)                     GEOID18
 QS0755  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 QS0755  HORZ ORDER      -  THIRD
 QS0755
 QS0755.The horizontal coordinates were established by classical geodetic methods
 QS0755.and adjusted by the National Geodetic Survey in January 1998.
 QS0755
 QS0755.The orthometric height was scaled from a topographic map.
 QS0755
 QS0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0755.GEOID18 height accuracy estimate available here.
 QS0755
 QS0755.Click photographs - Photos may exist for this station.
 QS0755
 QS0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0755
 QS0755. The following values were computed from the NAD 83(1996) position.
 QS0755
 QS0755;                    North         East     Units Scale Factor Converg.
 QS0755;SPC SD N     -   169,782.486   573,892.369   MT  0.99995368   -0 14 09.0
 QS0755;SPC SD N     -   557,028.04  1,882,845.21   sFT  0.99995368   -0 14 09.0
 QS0755;UTM  14      - 5,023,887.246   395,582.437   MT  0.99973405   -0 56 55.5
 QS0755
 QS0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0755!SPC SD N     -   0.99991514  x   0.99995368  =   0.99986882
 QS0755!UTM  14      -   0.99991514  x   0.99973405  =   0.99964921
 QS0755
 QS0755:                Primary Azimuth Mark                     Grid Az
 QS0755:SPC SD N     -  DEWEY AZ MK                              298 46 43.6
 QS0755:UTM  14      -  DEWEY AZ MK                              299 29 30.1
 QS0755
 QS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9558223887(NAD 83)
 QS0755
 QS0755|---------------------------------------------------------------------|
 QS0755| PID    Reference Object                     Distance      Geod. Az  |
 QS0755|                                                           dddmmss.s |
 QS0755| CO5565 DEWEY RM 1                            8.379 METERS 17746     |
 QS0755| CO5566 DEWEY RM 2                            7.303 METERS 27327     |
 QS0755| CO5564 DEWEY AZ MK                                        2983234.6 |
 QS0755|---------------------------------------------------------------------|
 QS0755
 QS0755                          SUPERSEDED SURVEY CONTROL
 QS0755
 QS0755  NAD 83(1986)-  45 21 38.57167(N)    100 19 59.63582(W) AD(       ) 3
 QS0755  NAD 27      -  45 21 38.60200(N)    100 19 58.15200(W) AD(       ) 3
 QS0755
 QS0755.Superseded values are not recommended for survey control.
 QS0755
 QS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0755.See file dsdata.pdf to determine how the superseded data were derived.
 QS0755
 QS0755_MARKER: DS = TRIANGULATION STATION DISK
 QS0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0755_STAMPING: DEWEY 1948
 QS0755_MARK LOGO: CGS
 QS0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0755+STABILITY: SURFACE MOTION
 QS0755
 QS0755  HISTORY     - Date     Condition        Report By
 QS0755  HISTORY     - 1948     MONUMENTED       CGS
 QS0755
 QS0755                          STATION DESCRIPTION
 QS0755
 QS0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0755'IT IS 13 MILES SOUTH-SOUTHEAST OF MOBRIDGE, 2-1/2 MILES NORTH
 QS0755'OF THE MOREAU RIVER, 1-1/4 MILES WEST OF THE MISSOURI RIVER, IN
 QS0755'THE S.W. 1/4 OF SEC. 10, T 16 N., R 31 E. AND ON LAND OWNED
 QS0755'BY SEYRIL BENOIST.  IT IS 7 FEET SOUTH OF A WITNESS POST.  THE
 QS0755'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED DEWEY 1948.
 QS0755'
 QS0755'REFERENCE MARK NO. 1 IS 27.49 FEET SOUTH OF THE STATION.  THE
 QS0755'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DEWEY NO 1 1948.
 QS0755'
 QS0755'REFERENCE MARK NO. 2 IS 23.96 FEET WEST OF THE STATION.  THE
 QS0755'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DEWEY NO 2 1948.
 QS0755'
 QS0755'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS
 QS0755'12 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD
 QS0755'AND 2 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 QS0755'6 INCHES AND THE DISK IS STAMPED DEWEY 1948.
 QS0755'
 QS0755'TO REACH THE STATION FROM THE POST OFFICE IN MOBRIDGE, GO NORTH
 QS0755'1 BLOCK TO U.S. HIGHWAY 12, TURN LEFT AND GO WEST 3.9 MILES TO THE
 QS0755'JUNCTION OF STATE HIGHWAY 8, TURN LEFT AND GO SOUTH 1.3 MILES
 QS0755'ON HIGHWAY 8, TURN LEFT AND GO SOUTHERLY FOR 4.2 MILES TO A
 QS0755'CROSSROADS, TURN LEFT AND GO EAST 4.0 MILES TO A FORK, TAKE
 QS0755'THE RIGHT ROAD AND GO 1.9 MILES TO A FORK, TAKE THE RIGHT ROAD
 QS0755'AND GO 2.75 MILES TO THE END OF THE GRADED ROAD AT A FENCE
 QS0755'CORNER, CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 2.00 MILES
 QS0755'TO A DIM TRACK ROAD RIGHT, BEAR RIGHT AND GO EASTERLY 1.45
 QS0755'MILES TO THE AZIMUTH MARK ON THE RIGHT, TURN LEFT AND GO
 QS0755'SOUTHEAST 0.4 MILE TO THE HIGHEST POINT AND THE STATION AS
 QS0755'DESCRIBED.
 QS0755'
 QS0755'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0665 ***********************************************************************
 QR0665  DESIGNATION -  DEWEY ET
 QR0665  PID         -  QR0665
 QR0665  STATE/COUNTY-  SD/EDMUNDS
 QR0665  COUNTRY     -  US
 QR0665  USGS QUAD   -  IPSWICH (2017)
 QR0665
 QR0665                         *CURRENT SURVEY CONTROL
 QR0665  ______________________________________________________________________
 QR0665* NAD 83(1996) POSITION- 45 27 45.75141(N) 099 06 47.46892(W)   ADJUSTED
 QR0665* NAVD 88 ORTHO HEIGHT -   504.0   (meters)     1654.    (feet) VERTCON3
 QR0665  ______________________________________________________________________
 QR0665  GEOID HEIGHT    -        -23.443 (meters)                     GEOID18
 QR0665  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 QR0665  HORZ ORDER      -  SECOND
 QR0665
 QR0665.The horizontal coordinates were established by classical geodetic methods
 QR0665.and adjusted by the National Geodetic Survey in January 1998.
 QR0665
 QR0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0665
 QR0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0665.GEOID18 height accuracy estimate available here.
 QR0665
 QR0665.Click photographs - Photos may exist for this station.
 QR0665
 QR0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0665
 QR0665. The following values were computed from the NAD 83(1996) position.
 QR0665
 QR0665;                    North         East     Units Scale Factor Converg.
 QR0665;SPC SD N     -   181,443.511   669,353.597   MT  0.99996488   +0 37 39.5
 QR0665;SPC SD N     -   595,285.92  2,196,037.59   sFT  0.99996488   +0 37 39.5
 QR0665;UTM  14      - 5,034,359.796   491,151.319   MT  0.99960096   -0 04 50.4
 QR0665
 QR0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0665!SPC SD N     -   0.99992467  x   0.99996488  =   0.99988955
 QR0665!UTM  14      -   0.99992467  x   0.99960096  =   0.99952566
 QR0665
 QR0665:                Primary Azimuth Mark                     Grid Az
 QR0665:SPC SD N     -  NORTHWEST BELL TEL MICRO TW              032 11 53.4
 QR0665:UTM  14      -  NORTHWEST BELL TEL MICRO TW              032 54 23.3
 QR0665
 QR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9115134359(NAD 83)
 QR0665
 QR0665|---------------------------------------------------------------------|
 QR0665| PID    Reference Object                     Distance      Geod. Az  |
 QR0665|                                                           dddmmss.s |
 QR0665| CO6533 NORTHWEST BELL TEL MICRO TW                        0324932.9 |
 QR0665| CO5567 DEWEY ET RM 1                        15.303 METERS 08141     |
 QR0665| QR0664 IPSWICH ET                          APPROX. 6.9 KM 1083512.0 |
 QR0665| CO5568 DEWEY ET RM 2                        24.420 METERS 14042     |
 QR0665|---------------------------------------------------------------------|
 QR0665
 QR0665                          SUPERSEDED SURVEY CONTROL
 QR0665
 QR0665  NAD 83(1986)-  45 27 45.76805(N)    099 06 47.45918(W) AD(       ) 2
 QR0665  NAD 27      -  45 27 45.85735(N)    099 06 46.04551(W) AD(       ) 2
 QR0665  NGVD 29 (07/19/86)  503.6    (m)         1652.     (f) VERT ANG       
 QR0665
 QR0665.Superseded values are not recommended for survey control.
 QR0665
 QR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0665.See file dsdata.pdf to determine how the superseded data were derived.
 QR0665
 QR0665_MARKER: DD = SURVEY DISK
 QR0665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0665+WITH SETTING: INFORMATION.
 QR0665_STAMPING: ET DEWEY 1970
 QR0665_MARK LOGO: USGS
 QR0665_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0665
 QR0665  HISTORY     - Date     Condition        Report By
 QR0665  HISTORY     - 1970     MONUMENTED       USGS
 QR0665
 QR0665                          STATION DESCRIPTION
 QR0665
 QR0665'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0665'THE STATION IS ABOUT 4.3 MI WNW. OF IPSWICH, NEAR THE COR. OF
 QR0665'SECS. 13, 14, 23 AND 24, T. 123 N., R. 69 W., ON TOP OF A LOW
 QR0665'RIDGE ALONG A TRAIL.
 QR0665'
 QR0665'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45
 QR0665'IN IPSWICH, GO W. ON U.S. HWY. 12 FOR 3.0 MI, TURN RIGHT AT
 QR0665'CROSSROAD, AND GO N. FOR 1.0 MI TO A T-RD. W. AND TRAIL E.,
 QR0665'TURN LEFT AND GO W. FOR 1.0 MI TO THE STATION ON THE RIGHT ON TOP
 QR0665'OF A LOW RIDGE.
 QR0665'
 QR0665'STATION MARK, STAMPED ET DEWEY 1970 IS 27 FT N. AND 90 FT
 QR0665'W. CENTER CROSS-TRAILS, 9 FT S. OF THE N. RIGHT-OF-WAY FENCE
 QR0665'AND USGS WITNESS POST.
 QR0665'
 QR0665'REFERENCE MARK NO. 1, STAMPED DEWEY NO 1 1970 IS E. OF THE
 QR0665'STATION, 33 FT N. AND 40 FT W. CENTER CROSS-TRAILS, 1.5 FT S. OF
 QR0665'N. RIGHT-OF-WAY FENCE, 1.5 FT S. AND 2.5 FT W. OF A T-FENCE N.
 QR0665'
 QR0665'REFERENCE MARK NO. 2, STAMPED DEWEY NO 2 1970 IS SE. OF THE
 QR0665'STATION, 37 FT S. AND 39 FT W. CENTER CROSS-TRAIL.  2 FT N. OF
 QR0665'S. RIGHT-OF-WAY FENCE, 2 FT N. AND 2 FT W. OF A FENCE COR. S.-W.
 QR0665'
 QR0665'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 QR0665'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 QR0665'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE
 QR0665'SET FLUSH WITH THE GROUND.
 QR0665'
 QR0665'NO AZIMUTH MARK WAS SET.
 QR0665'
 QR0665'REFERENCE AZIMUTH USED - NORTHWESTERN BELL TELEPHONE
 QR0665'CO. MICROWAVE TOWER.  POINT OBSERVED WAS THE RED LIGHT ON TOP OF THE
 QR0665'TOWER.  TOWER IS A TRIANGULAR SHAPE, PAINTED ALTERNATELY RED
 QR0665'AND WHITE AND HAS DEFLECTORS ON THE E. AND W. SIDES ON TOP.  THERE
 QR0665'IS A SMALL BUILDING ON THE W. SIDE OF TOWER, T. 124 N., R. 68 W.,
 QR0665'ABOUT 0.4 MI E. OF THE COR. OF SECS. 29, 30, 31 AND 32, AND
 QR0665'ABOUT 250 FT S. CENTER RD.
 QR0665'
 QR0665'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2091 ***********************************************************************
 NM2091  DESIGNATION -  DGLS 11
 NM2091  PID         -  NM2091
 NM2091  STATE/COUNTY-  SD/YANKTON
 NM2091  COUNTRY     -  US
 NM2091  USGS QUAD   -  YANKTON (2017)
 NM2091
 NM2091                         *CURRENT SURVEY CONTROL
 NM2091  ______________________________________________________________________
 NM2091* NAD 83(1986) POSITION- 42 52 51.     (N) 097 23 33.     (W)   SCALED
 NM2091* NAVD 88 ORTHO HEIGHT -   377.213 (meters)     1237.57  (feet) ADJUSTED
 NM2091  ______________________________________________________________________
 NM2091  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 NM2091  DYNAMIC HEIGHT  -        377.105 (meters)     1237.22  (feet) COMP
 NM2091  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 NM2091
 NM2091  VERT ORDER      -  FIRST     CLASS II
 NM2091
 NM2091.The horizontal coordinates were scaled from a map and have
 NM2091.an estimated accuracy of +/- 6 seconds.
 NM2091
 NM2091.The orthometric height was determined by differential leveling and
 NM2091.adjusted by the NATIONAL GEODETIC SURVEY
 NM2091.in June 1994.
 NM2091
 NM2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2091.GEOID18 height accuracy estimate available here.
 NM2091
 NM2091.Click photographs - Photos may exist for this station.
 NM2091
 NM2091.The dynamic height is computed by dividing the NAVD 88
 NM2091.geopotential number by the normal gravity value computed on the
 NM2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2091.degrees latitude (g = 980.6199 gals.).
 NM2091
 NM2091.The modeled gravity was interpolated from observed gravity values.
 NM2091
 NM2091;                    North         East    Units  Estimated Accuracy
 NM2091;SPC SD S     -    65,080.      840,210.      MT  (+/- 180 meters Scaled)
 NM2091
 NM2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312488(NAD 83)
 NM2091
 NM2091                          SUPERSEDED SURVEY CONTROL
 NM2091
 NM2091.No superseded survey control is available for this station.
 NM2091
 NM2091_MARKER: DS = TRIANGULATION STATION DISK
 NM2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2091_STAMPING: DGLS 11 1993
 NM2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2091+STABILITY: SURFACE MOTION
 NM2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2091+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2091
 NM2091  HISTORY     - Date     Condition        Report By
 NM2091  HISTORY     - 1993     MONUMENTED       SD3070
 NM2091  HISTORY     - 19930908 GOOD             NGS
 NM2091  HISTORY     - 20120323 GOOD             INDIV
 NM2091
 NM2091                          STATION DESCRIPTION
 NM2091
 NM2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2091'IN YANKTON, AT THE INTERSECTION OF WEST 11TH STREET AND DOUGLAS
 NM2091'AVENUE, 21.8 M (71.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 NM2091'LARGE BRICK BUILDING, 8.3 M (27.2 FT) SOUTH OF THE STREET CENTER, 7.8
 NM2091'M (25.6 FT) WEST OF THE AVENUE CENTERLINE, 6.6 M (21.7 FT)
 NM2091'EAST-SOUTHEAST OF UTILITY LIGHT POLE NUMBER 679W, 0.3 M (1.0 FT)
 NM2091'ABOVE THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE
 NM2091'GROUND SURFACE.
 NM2091
 NM2091                          STATION RECOVERY (2012)
 NM2091
 NM2091'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2092 ***********************************************************************
 NM2092  DESIGNATION -  DGLS 19
 NM2092  PID         -  NM2092
 NM2092  STATE/COUNTY-  SD/YANKTON
 NM2092  COUNTRY     -  US
 NM2092  USGS QUAD   -  YANKTON (2017)
 NM2092
 NM2092                         *CURRENT SURVEY CONTROL
 NM2092  ______________________________________________________________________
 NM2092* NAD 83(1986) POSITION- 42 53 14.     (N) 097 23 32.     (W)   SCALED
 NM2092* NAVD 88 ORTHO HEIGHT -   381.755 (meters)     1252.47  (feet) ADJUSTED
 NM2092  ______________________________________________________________________
 NM2092  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM2092  DYNAMIC HEIGHT  -        381.646 (meters)     1252.12  (feet) COMP
 NM2092  MODELED GRAVITY -    980,323.9   (mgal)                       NAVD 88
 NM2092
 NM2092  VERT ORDER      -  FIRST     CLASS II
 NM2092
 NM2092.The horizontal coordinates were scaled from a map and have
 NM2092.an estimated accuracy of +/- 6 seconds.
 NM2092
 NM2092.The orthometric height was determined by differential leveling and
 NM2092.adjusted by the NATIONAL GEODETIC SURVEY
 NM2092.in June 1994.
 NM2092
 NM2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2092.GEOID18 height accuracy estimate available here.
 NM2092
 NM2092.Click photographs - Photos may exist for this station.
 NM2092
 NM2092.The dynamic height is computed by dividing the NAVD 88
 NM2092.geopotential number by the normal gravity value computed on the
 NM2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2092.degrees latitude (g = 980.6199 gals.).
 NM2092
 NM2092.The modeled gravity was interpolated from observed gravity values.
 NM2092
 NM2092;                    North         East    Units  Estimated Accuracy
 NM2092;SPC SD S     -    65,790.      840,210.      MT  (+/- 180 meters Scaled)
 NM2092
 NM2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312495(NAD 83)
 NM2092
 NM2092                          SUPERSEDED SURVEY CONTROL
 NM2092
 NM2092.No superseded survey control is available for this station.
 NM2092
 NM2092_MARKER: DS = TRIANGULATION STATION DISK
 NM2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2092_STAMPING: DGLS 19 1993
 NM2092_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2092+STABILITY: SURFACE MOTION
 NM2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2092+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2092
 NM2092  HISTORY     - Date     Condition        Report By
 NM2092  HISTORY     - 1993     MONUMENTED       SD3070
 NM2092  HISTORY     - 19930908 GOOD             NGS
 NM2092  HISTORY     - 20120323 GOOD             INDIV
 NM2092
 NM2092                          STATION DESCRIPTION
 NM2092
 NM2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2092'IN YANKTON, AT THE INTERSECTION OF EAST 19TH STREET AND DOUGLAS
 NM2092'AVENUE, NEAR THE SOUTHWEST CORNER OF FANTLE MEMORIAL PARK, 18.8 M
 NM2092'(61.7 FT) SOUTH OF A SIGN (FANTLE MEMORIAL PARK) , 8.2 M (26.9 FT)
 NM2092'EAST OF THE AVENUE CENTER, 8.0 M (26.2 FT) NORTH OF THE STREET
 NM2092'CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 NM2092'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2092
 NM2092                          STATION RECOVERY (2012)
 NM2092
 NM2092'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2086 ***********************************************************************
 NM2086  DESIGNATION -  DGLS 4
 NM2086  PID         -  NM2086
 NM2086  STATE/COUNTY-  SD/YANKTON
 NM2086  COUNTRY     -  US
 NM2086  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM2086
 NM2086                         *CURRENT SURVEY CONTROL
 NM2086  ______________________________________________________________________
 NM2086* NAD 83(1986) POSITION- 42 52 16.     (N) 097 23 34.     (W)   SCALED
 NM2086* NAVD 88 ORTHO HEIGHT -   366.663 (meters)     1202.96  (feet) ADJUSTED
 NM2086  ______________________________________________________________________
 NM2086  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM2086  DYNAMIC HEIGHT  -        366.559 (meters)     1202.62  (feet) COMP
 NM2086  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 NM2086
 NM2086  VERT ORDER      -  FIRST     CLASS II
 NM2086
 NM2086.The horizontal coordinates were scaled from a map and have
 NM2086.an estimated accuracy of +/- 6 seconds.
 NM2086
 NM2086.The orthometric height was determined by differential leveling and
 NM2086.adjusted by the NATIONAL GEODETIC SURVEY
 NM2086.in June 1994.
 NM2086
 NM2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2086.GEOID18 height accuracy estimate available here.
 NM2086
 NM2086.Click photographs - Photos may exist for this station.
 NM2086
 NM2086.The dynamic height is computed by dividing the NAVD 88
 NM2086.geopotential number by the normal gravity value computed on the
 NM2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2086.degrees latitude (g = 980.6199 gals.).
 NM2086
 NM2086.The modeled gravity was interpolated from observed gravity values.
 NM2086
 NM2086;                    North         East    Units  Estimated Accuracy
 NM2086;SPC SD S     -    64,000.      840,220.      MT  (+/- 180 meters Scaled)
 NM2086
 NM2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312477(NAD 83)
 NM2086
 NM2086                          SUPERSEDED SURVEY CONTROL
 NM2086
 NM2086.No superseded survey control is available for this station.
 NM2086
 NM2086_MARKER: DS = TRIANGULATION STATION DISK
 NM2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2086_STAMPING: DGLS 4 1993
 NM2086_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2086+STABILITY: SURFACE MOTION
 NM2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2086+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2086
 NM2086  HISTORY     - Date     Condition        Report By
 NM2086  HISTORY     - 1993     MONUMENTED       SD3070
 NM2086  HISTORY     - 19930908 GOOD             NGS
 NM2086  HISTORY     - 20120323 GOOD             INDIV
 NM2086
 NM2086                          STATION DESCRIPTION
 NM2086
 NM2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2086'IN YANKTON, AT THE INTERSECTION OF STATE HIGHWAY 50 (4TH STREET) AND
 NM2086'DOUGLAS AVENUE, 9.5 M (31.2 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 NM2086'CORNER OF AN OFFICE BUILDING, 7.6 M (24.9 FT) NORTH OF THE CENTERLINE
 NM2086'OF THE WESTBOUND LANES OF THE HIGHWAY, 4.3 M (14.1 FT) WEST OF THE
 NM2086'CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, 4.3 M (14.1 FT)
 NM2086'SOUTHEAST OF A FIRE HYDRANT, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 NM2086'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2086
 NM2086                          STATION RECOVERY (2012)
 NM2086
 NM2086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2090 ***********************************************************************
 NM2090  DESIGNATION -  DGLS 8
 NM2090  PID         -  NM2090
 NM2090  STATE/COUNTY-  SD/YANKTON
 NM2090  COUNTRY     -  US
 NM2090  USGS QUAD   -  YANKTON (2017)
 NM2090
 NM2090                         *CURRENT SURVEY CONTROL
 NM2090  ______________________________________________________________________
 NM2090* NAD 83(2011) POSITION- 42 52 34.77278(N) 097 23 30.87562(W)   ADJUSTED
 NM2090* NAD 83(2011) ELLIP HT-   340.522 (meters)        (06/27/12)   ADJUSTED
 NM2090* NAD 83(2011) EPOCH   -  2010.00
 NM2090* NAVD 88 ORTHO HEIGHT -   366.105 (meters)     1201.13  (feet) ADJUSTED
 NM2090  ______________________________________________________________________
 NM2090  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM2090  NAD 83(2011) X  -   -602,309.049 (meters)                     COMP
 NM2090  NAD 83(2011) Y  - -4,642,655.206 (meters)                     COMP
 NM2090  NAD 83(2011) Z  -  4,317,675.166 (meters)                     COMP
 NM2090  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 NM2090  DYNAMIC HEIGHT  -        366.001 (meters)     1200.79  (feet) COMP
 NM2090  MODELED GRAVITY -    980,325.7   (mgal)                       NAVD 88
 NM2090
 NM2090  VERT ORDER      -  FIRST     CLASS II
 NM2090
 NM2090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2090  Standards:
 NM2090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2090  -------------------------------------------------------------------
 NM2090  NETWORK    1.51   4.49           0.69   0.52   2.29     -0.00184447
 NM2090  -------------------------------------------------------------------
 NM2090  Click here for local accuracies and other accuracy information.
 NM2090
 NM2090.The horizontal coordinates were established by GPS observations
 NM2090.and adjusted by the National Geodetic Survey in June 2012.
 NM2090
 NM2090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2090.been affixed to the stable North American tectonic plate. See 
 NM2090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2090
 NM2090.The horizontal coordinates are valid at the epoch date displayed above
 NM2090.which is a decimal equivalence of Year/Month/Day.
 NM2090
 NM2090.The orthometric height was determined by differential leveling and
 NM2090.adjusted by the NATIONAL GEODETIC SURVEY
 NM2090.in June 1994.
 NM2090
 NM2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2090.GEOID18 height accuracy estimate available here.
 NM2090
 NM2090.Click photographs - Photos may exist for this station.
 NM2090
 NM2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2090
 NM2090.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2090
 NM2090.The ellipsoidal height was determined by GPS observations
 NM2090.and is referenced to NAD 83.
 NM2090
 NM2090.The dynamic height is computed by dividing the NAVD 88
 NM2090.geopotential number by the normal gravity value computed on the
 NM2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2090.degrees latitude (g = 980.6199 gals.).
 NM2090
 NM2090.The modeled gravity was interpolated from observed gravity values.
 NM2090
 NM2090. The following values were computed from the NAD 83(2011) position.
 NM2090
 NM2090;                    North         East     Units Scale Factor Converg.
 NM2090;SPC SD S     -    64,577.432   840,274.380   MT  0.99999010   +2 01 44.9
 NM2090;SPC SD S     -   211,867.79  2,756,800.20   sFT  0.99999010   +2 01 44.9
 NM2090;UTM  14      - 4,748,335.368   631,336.657   MT  0.99981221   +1 05 39.6
 NM2090
 NM2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2090!SPC SD S     -   0.99994660  x   0.99999010  =   0.99993670
 NM2090!UTM  14      -   0.99994660  x   0.99981221  =   0.99975882
 NM2090
 NM2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3133648335(NAD 83)
 NM2090
 NM2090                          SUPERSEDED SURVEY CONTROL
 NM2090
 NM2090  NAD 83(2007)-  42 52 34.77277(N)    097 23 30.87645(W) AD(2002.00) 0
 NM2090  ELLIP H (02/10/07)  340.550  (m)                       GP(2002.00)    
 NM2090  ELLIP H (05/25/04)  340.537  (m)                       GP(       ) 4 2
 NM2090  NAD 83(1996)-  42 52 34.77277(N)    097 23 30.87608(W) AD(       ) 1
 NM2090  ELLIP H (01/23/98)  340.580  (m)                       GP(       ) 4 1
 NM2090  NAD 83(1995)-  42 52 34.77279(N)    097 23 30.87607(W) AD(       ) 1
 NM2090  NAD 83(1986)-  42 52 34.78261(N)    097 23 30.86648(W) AD(       ) 1
 NM2090  NAVD 88             366.11   (m)         1201.1    (f) LEVELING    3  
 NM2090
 NM2090.Superseded values are not recommended for survey control.
 NM2090
 NM2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2090.See file dsdata.pdf to determine how the superseded data were derived.
 NM2090
 NM2090_MARKER: I = METAL ROD
 NM2090_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM2090_STAMPING: DGLS 8
 NM2090_MARK LOGO: NGS
 NM2090_MAGNETIC: I = MARKER IS A STEEL ROD
 NM2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2090+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2090
 NM2090  HISTORY     - Date     Condition        Report By
 NM2090  HISTORY     - 1993     MONUMENTED       NGS
 NM2090  HISTORY     - 19930602 GOOD             GEORES
 NM2090  HISTORY     - 19930908 GOOD             NGS
 NM2090  HISTORY     - 20120323 GOOD             INDIV
 NM2090
 NM2090                          STATION DESCRIPTION
 NM2090
 NM2090'DESCRIBED BY GEORESEARCH INCORPORATED 1993
 NM2090'SET BY NGS AND CITY OF YANKTON, MAY 1993 STATION IS LOCATED NEAR THE
 NM2090'SOUTHEAST CORNER OF 8TH ST AND DOUGLAS AVE. IN YANKTON, SD.  THE
 NM2090'MONUMENT IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND UNTIL
 NM2090'REFUSED, A DEPTH OF APPROXIMATELY 40 FT., AND SLEEVED TO A DEPTH OF
 NM2090'APPROXIMATELY 5 FT. WITHIN A 5 IN. PIPE SET IN CONCRETE AND ENCLOSED
 NM2090'WITH AN ACCESS COVER
 NM2090'SITE IS ACCEPTABLE FOR GPS BUT NOT EXCELLENT DUE TO SURROUNDING LOW
 NM2090'BUILDINGS AND TREES, AND OBSERVATION PLANS SHOULD ACCOUNT FOR
 NM2090'POTENTIAL OBSTRUCTIONS.
 NM2090'THIS DESCRIPTION SHOULD BE CONSIDERED PRELIMINARY AND EXACT DEPTHS
 NM2090'CONFIRMED BY WES ODUM OR OTHER MEMBERS OF THE SETTING PARTY
 NM2090
 NM2090                          STATION RECOVERY (1993)
 NM2090
 NM2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM2090'IN YANKTON, AT THE INTERSECTION OF WEST 8TH STREET AND DOUGLAS
 NM2090'AVENUE, 14.2 M (46.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF HUETHER
 NM2090'DENTIST OFFICE, 10.6 M (34.8 FT) EAST OF THE AVENUE CENTERLINE, 10.6
 NM2090'M (34.8 FT) SOUTH OF THE STREET CENTER, 6.8 M (22.3 FT) SOUTHWEST OF
 NM2090'UTILITY LIGHT POLE NUMBER 5640, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 NM2090'THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM2090'CAP.  THE ROD AND SLEEVE DEPTH ARE UNKNOWN, AND ROD IS FLUSH WITH THE
 NM2090'GROUND.
 NM2090
 NM2090                          STATION RECOVERY (2012)
 NM2090
 NM2090'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1073 ***********************************************************************
 PT1073  DESIGNATION -  DIAMOND
 PT1073  PID         -  PT1073
 PT1073  STATE/COUNTY-  SD/DEWEY
 PT1073  COUNTRY     -  US
 PT1073  USGS QUAD   -  NO HEART CREEK SE (2017)
 PT1073
 PT1073                         *CURRENT SURVEY CONTROL
 PT1073  ______________________________________________________________________
 PT1073* NAD 83(1996) POSITION- 44 47 18.52153(N) 100 32 17.10968(W)   ADJUSTED
 PT1073* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PT1073  ______________________________________________________________________
 PT1073  GEOID HEIGHT    -        -22.435 (meters)                     GEOID18
 PT1073  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 PT1073  HORZ ORDER      -  SECOND
 PT1073
 PT1073.The horizontal coordinates were established by classical geodetic methods
 PT1073.and adjusted by the National Geodetic Survey in January 1998.
 PT1073
 PT1073.The orthometric height was scaled from a topographic map.
 PT1073
 PT1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1073.GEOID18 height accuracy estimate available here.
 PT1073
 PT1073.Click photographs - Photos may exist for this station.
 PT1073
 PT1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1073
 PT1073. The following values were computed from the NAD 83(1996) position.
 PT1073
 PT1073;                    North         East     Units Scale Factor Converg.
 PT1073;SPC SD N     -   106,279.132   557,420.271   MT  0.99994957   -0 22 51.0
 PT1073;SPC SD N     -   348,684.12  1,828,803.01   sFT  0.99994957   -0 22 51.0
 PT1073;SPC SD S     -   272,791.120   583,794.745   MT  1.00011607   -0 08 28.5
 PT1073;SPC SD S     -   894,982.20  1,915,333.26   sFT  1.00011607   -0 08 28.5
 PT1073;UTM  14      - 4,960,604.088   378,329.967   MT  0.99978204   -1 05 01.3
 PT1073
 PT1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1073!SPC SD N     -   0.99991504  x   0.99994957  =   0.99986461
 PT1073!SPC SD S     -   0.99991504  x   1.00011607  =   1.00003110
 PT1073!UTM  14      -   0.99991504  x   0.99978204  =   0.99969709
 PT1073
 PT1073:                Primary Azimuth Mark                     Grid Az
 PT1073:SPC SD N     -  TT 44 PB                                 330 18 59.2
 PT1073:SPC SD S     -  TT 44 PB                                 330 04 36.7
 PT1073:UTM  14      -  TT 44 PB                                 331 01 09.5
 PT1073
 PT1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7832960604(NAD 83)
 PT1073
 PT1073|---------------------------------------------------------------------|
 PT1073| PID    Reference Object                     Distance      Geod. Az  |
 PT1073|                                                           dddmmss.s |
 PT1073| CO5570 DIAMOND RM 1                         10.458 METERS 03202     |
 PT1073| CO5571 DIAMOND RM 2                         10.589 METERS 28031     |
 PT1073| CO5569 TT 44 PB                                           3295608.2 |
 PT1073|---------------------------------------------------------------------|
 PT1073
 PT1073                          SUPERSEDED SURVEY CONTROL
 PT1073
 PT1073  NAD 83(1986)-  44 47 18.51521(N)    100 32 17.11235(W) AD(       ) 2
 PT1073  NAD 27      -  44 47 18.57600(N)    100 32 15.60400(W) AD(       ) 2
 PT1073
 PT1073.Superseded values are not recommended for survey control.
 PT1073
 PT1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1073.See file dsdata.pdf to determine how the superseded data were derived.
 PT1073
 PT1073_MARKER: DS = TRIANGULATION STATION DISK
 PT1073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1073_STAMPING: DIAMOND 1948
 PT1073_MARK LOGO: CGS
 PT1073_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1073
 PT1073  HISTORY     - Date     Condition        Report By
 PT1073  HISTORY     - 1948     MONUMENTED       CGS
 PT1073
 PT1073                          STATION DESCRIPTION
 PT1073
 PT1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1073'IT IS 24 MILES SOUTHEAST OF RIDGEVIEW, 1/2 MILE WEST OF THE
 PT1073'MISSOURI RIVER, IN THE S.W. 1/4 OF SEC. 25, T 10 N., R 29 E.
 PT1073'IT IS 100 YARDS NORTH OF AN OLD EAST-WEST FENCELINE, 12 METERS
 PT1073'WEST OF THE EAST RIM OF THE BLUFF AND 6 FEET NORTH OF A
 PT1073'WITNESS POST.  IT IS A STANDARD DISK STAMPED DIAMOND 1948
 PT1073'AND SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 4
 PT1073'INCHES.
 PT1073'
 PT1073'REFERENCE MARK NO. 1 IS 34.31 FEET NORTHEAST OF THE STATION.
 PT1073'IT IS A STANDARD DISK STAMPED DIAMOND NO 1 1948 SET IN THE
 PT1073'TOP OF A 4-INCH IRON PIPE THAT PROJECTS 4 INCHES.
 PT1073'
 PT1073'REFERENCE MARK NO. 2 IS 34.74 FEET WEST OF STATION.  IT IS A STANDARD
 PT1073'DISK STAMPED DIAMOND NO 2 1948 SET IN THE TOP OF A 4-INCH
 PT1073'IRON PIPE THAT PROJECTS 4 INCHES.
 PT1073'
 PT1073'T T 44 P B (U.S.G.S.) IS 0.4 MILE NORTHWEST OF THE STATION
 PT1073'AND WAS USED AS AN AZIMUTH MARK.  IT IS 8 FEET WEST OF
 PT1073'THE APPROXIMATE CENTERLINE OF THE TRACK ROAD, 3 FEET EAST
 PT1073'OF THE NORTHEAST CORNER OF A BARBED WIRE CORRAL, 2 FEET SOUTH
 PT1073'OF A WITNESS POST.  IT IS A STANDARD UNITED STATES GEOLOGICAL
 PT1073'SURVEY BENCH MARK DISK SET IN TOP OF A 6- BY 6-INCH CONCRETE
 PT1073'POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED T T 44 P B
 PT1073'1946.
 PT1073'
 PT1073'TO REACH THE STATION FROM THE POST OFFICE IN RIDGEVIEW, GO
 PT1073'SOUTH 0.4 MILE TO A T ROAD INTERSECTION, TURN LEFT AND GO
 PT1073'EAST 0.4 MILE, TURN RIGHT AND GO SOUTH 1.0 MILE, TURN LEFT,
 PT1073'PASS THROUGH A GATE AND GO SOUTHEASTERLY 1.25 MILES TO A GATE,
 PT1073'PASS THROUGH THE GATE AND GO 0.6 MILE TO THE HOME OF J.M.
 PT1073'HIETT, PASS THROUGH A GATE SOUTHEAST OF THE HOUSE AND FOLLOW
 PT1073'MAIN TRACK ROAD FOR 0.9 MILE TO A FORK JUST BEYOND A FENCE
 PT1073'CORNER, TAKE THE LEFT ROAD AND GO EASTERLY 2.1 MILES TO A GATE
 PT1073'35 YARDS WEST OF A FENCELINE INTERSECTION AND IN THE
 PT1073'EAST-WEST FENCELINE, PASS THROUGH THE GATE AND FOLLOW THE
 PT1073'TRACK ROAD SOUTHEAST FOR 0.55 MILE TO THE TOP OF A RIDGE,
 PT1073'CONTINUE SOUTHEAST FOR 13.75 MILE TO THE TOP OF A KNOLL AND
 PT1073'TRIANGULATION STATION STRONG, CONTINUE SOUTHEAST 4.1 MILES TO
 PT1073'A POINT WHERE THE MAIN ROAD BEARS RIGHT AND A DIM TRACK
 PT1073'ROAD BEARS LEFT, BEAR LEFT AND FOLLOW THE DIM ROAD FOR
 PT1073'2.25 MILES TO TWO BARBED WIRE CORRALS ABOUT 0.3 MILE
 PT1073'APART, CONTINUE SOUTHEASTERLY FOR 1.25 MILES TO T T 44 P B
 PT1073'(U.S.G.S.), CONTINUE SOUTHEASTERLY FOR 0.4 MILE TO THE TOP
 PT1073'OF THE HILL AND THE STATION AS DESCRIBED.
 PT1073'
 PT1073'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0518 ***********************************************************************
 QT0518  DESIGNATION -  DIAMOND
 QT0518  PID         -  QT0518
 QT0518  STATE/COUNTY-  SD/HARDING
 QT0518  COUNTRY     -  US
 QT0518  USGS QUAD   -  REDIG NE (2017)
 QT0518
 QT0518                         *CURRENT SURVEY CONTROL
 QT0518  ______________________________________________________________________
 QT0518* NAD 83(1996) POSITION- 45 23 31.52562(N) 103 33 04.42872(W)   ADJUSTED
 QT0518* NAVD 88 ORTHO HEIGHT -  1025.487 (meters)     3364.45  (feet) ADJUSTED
 QT0518  ______________________________________________________________________
 QT0518  GEOID HEIGHT    -        -16.109 (meters)                     GEOID18
 QT0518  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 QT0518  DYNAMIC HEIGHT  -       1025.282 (meters)     3363.78  (feet) COMP
 QT0518  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 QT0518
 QT0518  HORZ ORDER      -  SECOND
 QT0518  VERT ORDER      -  FIRST     CLASS II
 QT0518
 QT0518.The horizontal coordinates were established by classical geodetic methods
 QT0518.and adjusted by the National Geodetic Survey in January 1998.
 QT0518
 QT0518.The orthometric height was determined by differential leveling and
 QT0518.adjusted by the NATIONAL GEODETIC SURVEY
 QT0518.in April 2000.
 QT0518
 QT0518.No vertical observational check was made to the station.
 QT0518
 QT0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0518.GEOID18 height accuracy estimate available here.
 QT0518
 QT0518.Click photographs - Photos may exist for this station.
 QT0518
 QT0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0518
 QT0518.The dynamic height is computed by dividing the NAVD 88
 QT0518.geopotential number by the normal gravity value computed on the
 QT0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0518.degrees latitude (g = 980.6199 gals.).
 QT0518
 QT0518.The modeled gravity was interpolated from observed gravity values.
 QT0518
 QT0518. The following values were computed from the NAD 83(1996) position.
 QT0518
 QT0518;                    North         East     Units Scale Factor Converg.
 QT0518;SPC SD N     -   179,313.484   322,014.214   MT  0.99995679   -2 30 48.0
 QT0518;SPC SD N     -   588,297.66  1,056,474.97   sFT  0.99995679   -2 30 48.0
 QT0518;UTM  13      - 5,027,529.018   613,403.613   MT  0.99975812   +1 01 53.5
 QT0518
 QT0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0518!SPC SD N     -   0.99984178  x   0.99995679  =   0.99979857
 QT0518!UTM  13      -   0.99984178  x   0.99975812  =   0.99959993
 QT0518
 QT0518:                Primary Azimuth Mark                     Grid Az
 QT0518:SPC SD N     -  DIAMOND AZ MK                            262 31 43.8
 QT0518:UTM  13      -  DIAMOND AZ MK                            258 59 02.3
 QT0518
 QT0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1340327529(NAD 83)
 QT0518
 QT0518|---------------------------------------------------------------------|
 QT0518| PID    Reference Object                     Distance      Geod. Az  |
 QT0518|                                                           dddmmss.s |
 QT0518| AH7196 DIAMOND RM 1                         16.063 METERS 12820     |
 QT0518| AH7195 DIAMOND RM 2                         17.306 METERS 23320     |
 QT0518| AH7194 DIAMOND AZ MK                                      2600055.8 |
 QT0518|---------------------------------------------------------------------|
 QT0518
 QT0518                          SUPERSEDED SURVEY CONTROL
 QT0518
 QT0518  NAD 83(1993)-  45 23 31.51730(N)    103 33 04.42465(W) AD(       ) 2
 QT0518  NAD 83(1986)-  45 23 31.51477(N)    103 33 04.42242(W) AD(       ) 2
 QT0518  NAD 27      -  45 23 31.53600(N)    103 33 02.73500(W) AD(       ) 2
 QT0518
 QT0518.Superseded values are not recommended for survey control.
 QT0518
 QT0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0518.See file dsdata.pdf to determine how the superseded data were derived.
 QT0518
 QT0518_MARKER: DS = TRIANGULATION STATION DISK
 QT0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0518_STAMPING: DIAMOND 1952
 QT0518_MARK LOGO: CGS
 QT0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0518+STABILITY: SURFACE MOTION
 QT0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0518+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0518
 QT0518  HISTORY     - Date     Condition        Report By
 QT0518  HISTORY     - 1952     MONUMENTED       CGS
 QT0518  HISTORY     - 19980928 GOOD             NGS
 QT0518
 QT0518                          STATION DESCRIPTION
 QT0518
 QT0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0518'THE STATION IS ON THE SUMMIT OF A HIGH GRASSY HILL, IN SECTION
 QT0518'31, T 17 N, R 5 E, ABOUT 13 MILES SOUTH AND 1/4 MILE WEST OF
 QT0518'BUFFALO, 8-3/4 MILES NORTH OF REDIG, 1/4 MILE EAST OF U.S.
 QT0518'HIGHWAY 85 AND 5 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 QT0518'
 QT0518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0518'STATE HIGHWAY 8 1.5 MILES SOUTH OF BUFFALO, GO SOUTH ON U.S.
 QT0518'HIGHWAY 85 FOR 11.75 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE
 QT0518'SOUTHERLY ON THE HIGHWAY FOR 0.3 MILE TO A CROSS TRACK ROAD ON
 QT0518'THE TOP OF A RIDGE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 QT0518'BELOW, TURN LEFT (EAST) AND FOLLOW TRACK ROAD FOR 0.1 MILE TO
 QT0518'A Y-JUNCTION, CONTINUE ON THE LEFT TRACK ROAD FOR 0.05 MILE,
 QT0518'THENCE RIGHT ACROSS PASTURE LAND FOR 0.15 MILE TO THE SUMMIT
 QT0518'OF THE HILL AND STATION.
 QT0518'
 QT0518'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0518'DIAMOND 1952.
 QT0518'
 QT0518'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0518'DIAMOND NO 1 1952.
 QT0518'
 QT0518'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0518'DIAMOND NO 2 1952.
 QT0518'
 QT0518'THE AZIMURH MARK IS 175 FEET SOUTH OF A TRACK ROAD, 99 FEET
 QT0518'WEST OF THE CENTER OF THE HIGHWAY AND 3 FEET NORTH OF A WHITE
 QT0518'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE
 QT0518'DISK IS STAMPED DIAMOND 1952.
 QT0518'
 QT0518'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QT0518
 QT0518                          STATION RECOVERY (1998)
 QT0518
 QT0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0518'13.3 KM (8.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0518'COUNTY ROAD 732 IN REDIG, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A
 QT0518'TRACK ROAD, 152.8 M (501.3 FT) NORTH OF THE ROAD CENTER, 17.4 M (57.1
 QT0518'FT) NORTHEAST OF REFERENCE MARK 2, 16.1 M (52.8 FT) NORTHWEST OF
 QT0518'REFERENCE MARK 1, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 QT0518'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 QT0518'MONUMENT IS ON PROPERTY OWNED BY LEET FOWLER, HC 64, BOX 62, BUFFALO,
 QT0518'SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7194 ***********************************************************************
 AH7194  DESIGNATION -  DIAMOND AZ MK
 AH7194  PID         -  AH7194
 AH7194  STATE/COUNTY-  SD/HARDING
 AH7194  COUNTRY     -  US
 AH7194  USGS QUAD   -  REDIG NE (2017)
 AH7194
 AH7194                         *CURRENT SURVEY CONTROL
 AH7194  ______________________________________________________________________
 AH7194* NAD 83(1986) POSITION- 45 23 30.     (N) 103 33 28.     (W)   SCALED
 AH7194* NAVD 88 ORTHO HEIGHT -   990.888 (meters)     3250.94  (feet) ADJUSTED
 AH7194  ______________________________________________________________________
 AH7194  GEOID HEIGHT    -        -16.106 (meters)                     GEOID18
 AH7194  DYNAMIC HEIGHT  -        990.690 (meters)     3250.29  (feet) COMP
 AH7194  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 AH7194
 AH7194  VERT ORDER      -  FIRST     CLASS II
 AH7194
 AH7194.The horizontal coordinates were scaled from a map and have
 AH7194.an estimated accuracy of +/- 6 seconds.
 AH7194
 AH7194.The orthometric height was determined by differential leveling and
 AH7194.adjusted by the NATIONAL GEODETIC SURVEY
 AH7194.in April 2000.
 AH7194
 AH7194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7194.GEOID18 height accuracy estimate available here.
 AH7194
 AH7194.Click photographs - Photos may exist for this station.
 AH7194
 AH7194.The dynamic height is computed by dividing the NAVD 88
 AH7194.geopotential number by the normal gravity value computed on the
 AH7194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7194.degrees latitude (g = 980.6199 gals.).
 AH7194
 AH7194.The modeled gravity was interpolated from observed gravity values.
 AH7194
 AH7194;                    North         East    Units  Estimated Accuracy
 AH7194;SPC SD N     -   179,290.      321,500.      MT  (+/- 180 meters Scaled)
 AH7194
 AH7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL128274(NAD 83)
 AH7194
 AH7194                          SUPERSEDED SURVEY CONTROL
 AH7194
 AH7194.No superseded survey control is available for this station.
 AH7194
 AH7194_MARKER: DZ = AZIMUTH MARK DISK
 AH7194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7194_STAMPING: DIAMOND 1952
 AH7194_MARK LOGO: CGS
 AH7194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7194+STABILITY: SURFACE MOTION
 AH7194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7194+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7194
 AH7194  HISTORY     - Date     Condition        Report By
 AH7194  HISTORY     - 1952     MONUMENTED       CGS
 AH7194  HISTORY     - 19980928 GOOD             NGS
 AH7194
 AH7194                          STATION DESCRIPTION
 AH7194
 AH7194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7194'13.4 KM (8.30 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7194'COUNTY ROAD 732 IN REDIG, 136.0 M (446.2 FT) NORTH OF MILEPOST 113,
 AH7194'33.9 M (111.2 FT) WEST OF THE HIGHWAY CENTERLINE, 16.2 M (53.1 FT)
 AH7194'EAST OF A UTILITY POLE, 14.9 M (48.9 FT) NORTH OF THE CENTER OF A
 AH7194'TRACK ROAD, 3.7 M (12.1 FT) WEST OF A WITNESS POST AND FENCE, 2.5 M
 AH7194'(8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2
 AH7194'M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AH7194'PROPERTY OWNED BY LEET FOWLER, HC 64, BOX 62, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7196 ***********************************************************************
 AH7196  DESIGNATION -  DIAMOND RM 1
 AH7196  PID         -  AH7196
 AH7196  STATE/COUNTY-  SD/HARDING
 AH7196  COUNTRY     -  US
 AH7196  USGS QUAD   -  REDIG NE (2017)
 AH7196
 AH7196                         *CURRENT SURVEY CONTROL
 AH7196  ______________________________________________________________________
 AH7196* NAD 83(1986) POSITION- 45 23 31.20   (N) 103 33 03.85   (W)   HD_HELD1
 AH7196* NAVD 88 ORTHO HEIGHT -  1025.236 (meters)     3363.63  (feet) ADJUSTED
 AH7196  ______________________________________________________________________
 AH7196  GEOID HEIGHT    -        -16.109 (meters)                     GEOID18
 AH7196  DYNAMIC HEIGHT  -       1025.032 (meters)     3362.96  (feet) COMP
 AH7196  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 AH7196
 AH7196  VERT ORDER      -  FIRST     CLASS II
 AH7196
 AH7196.The horizontal coordinates were determined by differentially corrected
 AH7196.hand held GPS observations or other comparable positioning techniques
 AH7196.and have an estimated accuracy of +/- 3 meters.
 AH7196
 AH7196.The orthometric height was determined by differential leveling and
 AH7196.adjusted by the NATIONAL GEODETIC SURVEY
 AH7196.in April 2000.
 AH7196
 AH7196.No vertical observational check was made to the station.
 AH7196
 AH7196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7196.GEOID18 height accuracy estimate available here.
 AH7196
 AH7196.Click photographs - Photos may exist for this station.
 AH7196
 AH7196.The dynamic height is computed by dividing the NAVD 88
 AH7196.geopotential number by the normal gravity value computed on the
 AH7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7196.degrees latitude (g = 980.6199 gals.).
 AH7196
 AH7196.The modeled gravity was interpolated from observed gravity values.
 AH7196
 AH7196;                    North         East    Units  Estimated Accuracy
 AH7196;SPC SD N     -   179,302.9     322,026.3     MT  (+/- 3 meters HH1 GPS) 
 AH7196
 AH7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1341627519(NAD 83)
 AH7196
 AH7196                          SUPERSEDED SURVEY CONTROL
 AH7196
 AH7196.No superseded survey control is available for this station.
 AH7196
 AH7196_MARKER: DR = REFERENCE MARK DISK
 AH7196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7196_STAMPING: DIAMOND NO 1 1952
 AH7196_MARK LOGO: CGS
 AH7196_PROJECTION: FLUSH
 AH7196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7196+STABILITY: SURFACE MOTION
 AH7196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7196+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7196
 AH7196  HISTORY     - Date     Condition        Report By
 AH7196  HISTORY     - 1952     MONUMENTED       CGS
 AH7196  HISTORY     - 19980928 GOOD             NGS
 AH7196
 AH7196                          STATION DESCRIPTION
 AH7196
 AH7196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7196'13.3 KM (8.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7196'COUNTY ROAD 732 IN REDIG, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A
 AH7196'TRACK ROAD, 141.5 M (464.2 FT) NORTH OF THE ROAD CENTER, 16.1 M (52.8
 AH7196'FT) SOUTHEAST OF THE STATION MARK, 3.5 M (11.5 FT) ABOVE THE LEVEL OF
 AH7196'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7196'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEET FOWLER, HC 64, BOX 62,
 AH7196'BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7195 ***********************************************************************
 AH7195  DESIGNATION -  DIAMOND RM 2
 AH7195  PID         -  AH7195
 AH7195  STATE/COUNTY-  SD/HARDING
 AH7195  COUNTRY     -  US
 AH7195  USGS QUAD   -  REDIG NE (2017)
 AH7195
 AH7195                         *CURRENT SURVEY CONTROL
 AH7195  ______________________________________________________________________
 AH7195* NAD 83(1986) POSITION- 45 23 31.19   (N) 103 33 05.07   (W)   HD_HELD1
 AH7195* NAVD 88 ORTHO HEIGHT -  1024.643 (meters)     3361.68  (feet) ADJUSTED
 AH7195  ______________________________________________________________________
 AH7195  GEOID HEIGHT    -        -16.109 (meters)                     GEOID18
 AH7195  DYNAMIC HEIGHT  -       1024.439 (meters)     3361.01  (feet) COMP
 AH7195  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 AH7195
 AH7195  VERT ORDER      -  FIRST     CLASS II
 AH7195
 AH7195.The horizontal coordinates were determined by differentially corrected
 AH7195.hand held GPS observations or other comparable positioning techniques
 AH7195.and have an estimated accuracy of +/- 3 meters.
 AH7195
 AH7195.The orthometric height was determined by differential leveling and
 AH7195.adjusted by the NATIONAL GEODETIC SURVEY
 AH7195.in April 2000.
 AH7195
 AH7195.No vertical observational check was made to the station.
 AH7195
 AH7195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7195.GEOID18 height accuracy estimate available here.
 AH7195
 AH7195.Click photographs - Photos may exist for this station.
 AH7195
 AH7195.The dynamic height is computed by dividing the NAVD 88
 AH7195.geopotential number by the normal gravity value computed on the
 AH7195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7195.degrees latitude (g = 980.6199 gals.).
 AH7195
 AH7195.The modeled gravity was interpolated from observed gravity values.
 AH7195
 AH7195;                    North         East    Units  Estimated Accuracy
 AH7195;SPC SD N     -   179,303.7     321,999.8     MT  (+/- 3 meters HH1 GPS) 
 AH7195
 AH7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1338927518(NAD 83)
 AH7195
 AH7195                          SUPERSEDED SURVEY CONTROL
 AH7195
 AH7195.No superseded survey control is available for this station.
 AH7195
 AH7195_MARKER: DR = REFERENCE MARK DISK
 AH7195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7195_STAMPING: DIAMOND NO 2 1952
 AH7195_MARK LOGO: CGS
 AH7195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7195+STABILITY: SURFACE MOTION
 AH7195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7195+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7195
 AH7195  HISTORY     - Date     Condition        Report By
 AH7195  HISTORY     - 1952     MONUMENTED       CGS
 AH7195  HISTORY     - 19980928 GOOD             NGS
 AH7195
 AH7195                          STATION DESCRIPTION
 AH7195
 AH7195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7195'13.3 KM (8.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7195'COUNTY ROAD 732 IN REDIG, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A
 AH7195'TRACK ROAD, 141.5 M (464.2 FT) NORTH OF THE ROAD CENTER, 17.4 M (57.1
 AH7195'FT) SOUTHWEST OF THE STATION MARK, 3.5 M (11.5 FT) ABOVE THE LEVEL OF
 AH7195'THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AH7195'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEET FOWLER, HC
 AH7195'64, BOX 62, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0900 ***********************************************************************
 OR0900  DESIGNATION -  DICKENS
 OR0900  PID         -  OR0900
 OR0900  STATE/COUNTY-  SD/GREGORY
 OR0900  COUNTRY     -  US
 OR0900  USGS QUAD   -  GREGORY (2017)
 OR0900
 OR0900                         *CURRENT SURVEY CONTROL
 OR0900  ______________________________________________________________________
 OR0900* NAD 83(1996) POSITION- 43 07 41.37785(N) 099 26 03.41984(W)   ADJUSTED
 OR0900* NAVD 88 ORTHO HEIGHT -   695.    (meters)     2280.    (feet) SCALED
 OR0900  ______________________________________________________________________
 OR0900  GEOID HEIGHT    -        -25.393 (meters)                     GEOID18
 OR0900  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 OR0900  HORZ ORDER      -  FIRST
 OR0900
 OR0900.The horizontal coordinates were established by classical geodetic methods
 OR0900.and adjusted by the National Geodetic Survey in January 1998.
 OR0900
 OR0900.The orthometric height was scaled from a topographic map.
 OR0900
 OR0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0900.GEOID18 height accuracy estimate available here.
 OR0900
 OR0900.Click photographs - Photos may exist for this station.
 OR0900
 OR0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0900
 OR0900. The following values were computed from the NAD 83(1996) position.
 OR0900
 OR0900;                    North         East     Units Scale Factor Converg.
 OR0900;SPC SD S     -    88,694.264   673,151.281   MT  0.99994324   +0 37 12.8
 OR0900;SPC SD S     -   290,991.10  2,208,497.16   sFT  0.99994324   +0 37 12.8
 OR0900;UTM  14      - 4,775,138.484   464,675.921   MT  0.99961535   -0 17 48.8
 OR0900
 OR0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0900!SPC SD S     -   0.99989495  x   0.99994324  =   0.99983820
 OR0900!UTM  14      -   0.99989495  x   0.99961535  =   0.99951034
 OR0900
 OR0900:                Primary Azimuth Mark                     Grid Az
 OR0900:SPC SD S     -  GREGORY MUNICIPAL RES OR TANK            359 07 35.6
 OR0900:UTM  14      -  GREGORY MUNICIPAL RES OR TANK            000 02 37.2
 OR0900
 OR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6467575138(NAD 83)
 OR0900
 OR0900|---------------------------------------------------------------------|
 OR0900| PID    Reference Object                     Distance      Geod. Az  |
 OR0900|                                                           dddmmss.s |
 OR0900| OR0901 GREGORY CATH CH OF ST JOSEPH        APPROX.11.4 KM 0004113.2 |
 OR0900| OR0902 GREGORY METHODIST CHURCH SPIRE      APPROX.11.5 KM 0004300.1 |
 OR0900| OR0895 BURKE MUNICIPAL TANK                APPROX.12.9 KM 0631649.4 |
 OR0900| OR0896 BURKE CATHOLIC CHURCH SPIRE         APPROX.13.2 KM 0633143.1 |
 OR0900| OR0894 HERRICK MUNICIPAL TANK              APPROX.20.1 KM 0943013.6 |
 OR0900| CO2977 DICKENS AZ MK                                      1042614.8 |
 OR0900| CO2979 DICKENS RM 2                         45.784 METERS 14909     |
 OR0900| OR0898 SPIRE C                             APPROX. 8.3 KM 2035609.4 |
 OR0900| OR0915 PAXTON CATH CH WHITE CUPOLA         APPROX. 9.5 KM 2374231.9 |
 OR0900| OR0913 DALLAS MUNICIPAL TANK               APPROX.13.6 KM 3301144.0 |
 OR0900| OR0914 DALLAS CATH CH BELFRY BASE FP       APPROX.13.5 KM 3301423.5 |
 OR0900| CO2978 DICKENS RM 1                         42.977 METERS 35726     |
 OR0900| OR0899 GREGORY MUNICIPAL RES OR TANK       APPROX.12.4 KM 3594448.4 |
 OR0900|---------------------------------------------------------------------|
 OR0900
 OR0900                          SUPERSEDED SURVEY CONTROL
 OR0900
 OR0900  NAD 83(1995)-  43 07 41.37758(N)    099 26 03.42024(W) AD(       ) 1
 OR0900  NAD 83(1986)-  43 07 41.38403(N)    099 26 03.42691(W) AD(       ) 1
 OR0900  NAD 27      -  43 07 41.37900(N)    099 26 02.04000(W) AD(       ) 1
 OR0900
 OR0900.Superseded values are not recommended for survey control.
 OR0900
 OR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0900.See file dsdata.pdf to determine how the superseded data were derived.
 OR0900
 OR0900_MARKER: DS = TRIANGULATION STATION DISK
 OR0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0900_STAMPING: DICKENS 1934
 OR0900_MARK LOGO: CGS
 OR0900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0900+STABILITY: SURFACE MOTION
 OR0900
 OR0900  HISTORY     - Date     Condition        Report By
 OR0900  HISTORY     - 1934     MONUMENTED       CGS
 OR0900  HISTORY     - 1936     GOOD             CGS
 OR0900  HISTORY     - 19840418 GOOD             NGS
 OR0900
 OR0900                          STATION DESCRIPTION
 OR0900
 OR0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0900'STATION IS LOCATED IN THE SOUTHWEST CORNER OF SEC. 15, T. 96
 OR0900'N., R. 73 W., 0.2 MILE NORTH AND 75 YARDS EAST OF SOUTHWEST
 OR0900'CORNER OF SAID SECTION, 7-1/2 MILES SOUTH OF GREGORY, AND
 OR0900'8.0 MILES WEST-SOUTHWEST OF BURKE, IN DICKENS TOWNSHIP.
 OR0900'
 OR0900'TO REACH FROM A POINT IN THE SOUTHERN PART OF GREGORY WHERE
 OR0900'U.S. HIGHWAY 18 TURNS SOUTHWEST AROUND PHILLIPS GAS STATION,
 OR0900'GO SOUTH ON U.S. HIGHWAY 18 FOR 2.0 MILES CONTINUE SOUTH 4.8
 OR0900'MILES FROM POINT WHERE U.S. 18 TURNS WEST, TURN LEFT (EAST)
 OR0900'ON DIM DIRT T-ROAD FOR 150 FEET.  MARK IS ABOUT 125 FEET SOUTH
 OR0900'OF THIS POINT ON HIGHEST GROUND, ABOUT 100 FEET EAST OF EAST
 OR0900'SIDE OF GRAVEL PIT, 240 FEET EAST OF CENTERLINE OF ROAD, AND
 OR0900'PROJECTS ABOUT 8 INCHES ABOVE SURFACE.
 OR0900'
 OR0900'REFERENCE MARK NO. 1 IS 180 FEET EAST OF GATE TO DIRT ROAD,
 OR0900'9 FEET SOUTH OF CENTERLINE OF DIRT ROAD, AND PROJECTS ABOUT
 OR0900'8 INCHES ABOVE SURFACE.
 OR0900'
 OR0900'REFERENCE MARK NO. 2 IS 230 FEET EAST OF CENTERLINE OF ROAD,
 OR0900'IN EAST-WEST FENCE LINE, AND PROJECTS ABOUT 8 INCHES ABOVE
 OR0900'SURFACE.
 OR0900'
 OR0900'TO REACH AZIMUTH MARK FROM TOP OF GRADE AT A POINT 7-1/2 MILES
 OR0900'SOUTH OF GREGORY, GO SOUTH 0.2 MILE TURN LEFT (EAST) AND GO
 OR0900'0.7 MILE.  MARK IS 24 FEET SOUTH OF CENTERLINE OF ROAD, IN
 OR0900'EAST-WEST FENCE LINE, AND PROJECTS ABOUT 8 INCHES ABOVE SURFACE.
 OR0900'
 OR0900'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OR0900
 OR0900                          STATION RECOVERY (1936)
 OR0900
 OR0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0900'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 OR0900'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK
 OR0900'BY 0.06 FOOT.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED
 OR0900'TO CHECK BY 0.03 FOOT.
 OR0900'
 OR0900'THE STATION IS 6.8 MILES, AIRLINE, AND 6.9 MILES BY ROAD
 OR0900'SOUTH OF GREGORY, IN THE SOUTHWEST CORNER OF SEC. 15, T. 96
 OR0900'N., R. 73 W., 0.2 MILE NORTH AND 75 YARDS EAST OF SOUTHWEST
 OR0900'CORNER OF SECTION, ON A LOW GRAVEL KNOLL, 100 FEET EAST OF
 OR0900'EAST SIDE OF GRAVEL PIT, 240 FEET EAST OF CENTERLINE OF ROAD,
 OR0900'130 FEET NORTH OF FENCE LINE, 0.15 MILE SOUTH-SOUTHWEST OF
 OR0900'FARMHOUSE AT FOOT OF KNOLL SLOPE, 0.5 MILE NORTH OF SCHOOL
 OR0900'BUILDING ON WEST SIDE OF NORTH-SOUTH ROAD, 0.75 MILE EAST OF
 OR0900'SCHOOL BUILDING ON SOUTH SIDE OF EAST-WEST ROAD, ON PROPERTY
 OR0900'OWNED BY BURT HIMES AND FARMED BY H. WHITTLEY.  THE MARK
 OR0900'PROJECTS 3 INCHES AND IS SET ACCORDINGLY.
 OR0900'
 OR0900'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 9 FEET SOUTH OF
 OR0900'CENTERLINE OF LANE LEADING EAST TO FARMHOUSE.  THE MARK PROJECTS
 OR0900'6 INCHES AND IS SET ACCORDINGLY.
 OR0900'
 OR0900'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, IN FENCE LINE
 OR0900'AT SOUTH SIDE OF FIELD.  THE MARK PROJECTS 5 INCHES AND IS SET
 OR0900'ACCORDINGLY.  THE DISTANCE BETWEEN THE REFERENCE
 OR0900'MARKS IS 282.32 FEET.
 OR0900'
 OR0900'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION AT SOUTH SIDE
 OR0900'OF EAST-WEST ROAD, 0.75 MILE EAST OF CROSSROADS, 6 FEET NORTH
 OR0900'OF FENCE LINE, 8 FEET NORTHEAST OF TELEPHONE POLE, 27 FEET
 OR0900'SOUTH OF CENTERLINE OF ROAD, 150 YARDS NORTH-NORTHWEST OF
 OR0900'FARMHOUSE.  THE MARK PROJECTS 8 INCHES AND IS SET ACCORDINGLY.
 OR0900'
 OR0900'TO REACH THE STATION FROM GREGORY GO DIRECTLY SOUTH FROM
 OR0900'CENTER OF TOWN FOR 6.8 MILES TO LOW GRAVEL KNOLL ON EAST SIDE
 OR0900'OF ROAD AND LANE LEADING EAST TO FARMHOUSE AT EAST FOOT OF
 OR0900'KNOLL.  TURN EAST ON LANE AND BEAR SOUTHEAST 0.1 MILE TO HIGHEST
 OR0900'POINT OF KNOLL AND STATION.
 OR0900'
 OR0900'A 74-FOOT SIGNAL AT THOMAS IS VISIBLE FROM THE GROUND.
 OR0900'
 OR0900'A 74-FOOT SIGNAL AT COLOME IS VISIBLE AT 20 FEET.
 OR0900'
 OR0900'A SIGNAL ON THE GROUND AT DALLAS IS VISIBLE FROM THE GROUND.
 OR0900'
 OR0900'NO OBSERVATIONS WERE MADE ON AZIMUTH MARK.
 OR0900
 OR0900                          STATION RECOVERY (1984)
 OR0900
 OR0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OR0900'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 OR0900'AZIMUTH MARK WAS DESTROYED BY ROAD CONSTRUCTION AND AZIMUTH MARK 2 WAS
 OR0900'ESTABLISHED THIS DATE.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS
 OR0900'COMPARED REASONABLY WELL WITH THE OLD DATA, CONSIDERING THE TIME SPAN.
 OR0900'NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 11 KM
 OR0900'(6.85 MI) SOUTH OF GREGORY, NEAR THE SOUTHWEST CORNER OF SECTION 15, T
 OR0900'96 N, R 73 W, ON PROPERTY OWNED BY MR. BORDTZ, WHO LIVES ABOUT 1.6 KM
 OR0900'(1.00 MI) EAST OF THE STATION.  TO REACH THE STATION FROM THE JUNCTION
 OR0900'OF HIGHWAYS 18 AND 47 NORTH IN GREGORY, GO SOUTH ON ASPHALT ROAD FOR
 OR0900'10.9 KM (6.75 MI) SOUTH TO A GAYTE ON THE LEFT.  PASS THROUGH GATE AND
 OR0900'GO 0.1 KM (0.05 MI) SOUTHEAST TO THE STATION.  THE STATION IS A
 OR0900'STANDARD CGS DISK STAMPED DICKENS 1934 SET INTO THE TOP OF A ROUND
 OR0900'CONCRETE MONUMENT 12 INCHES(30 CM) IN DIAMETER PROJECTING 2 INCHES (5
 OR0900'CM) IN DIAMETER.  LOCATED 76 METERS (249.3 FT) EAST FROM THE CENTER OF
 OR0900'ASPHALT ROAD.  12.8 METERS (42.0 FT) NE FROM A POWER POLE.  0.3 METER
 OR0900'(1.0 FT) W FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS
 OR0900'DICKENS NO 1 1934 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 OR0900'INCHES (30 CM) IN DIAMETER PROJECTING 8 INCHES (20 CM) ABOVE THE
 OR0900'GROUND.  LOCATED 43 METERS (141.1 FT) N FROM WITNESS POST.  9.1 METERS
 OR0900'(29.9 FT) NE FROM THE CENTER OF NARROW GRAVELED ROAD, AND 2 FEET (0.6
 OR0900'M) 0.6 METER (2.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS
 OR0900'A STANDARD CGS DISK STAMPED DICKENS NO 2 1034 SET INTO THE TOP OF A
 OR0900'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE
 OR0900'GROUND.  LOCATED 45.7 METERS (149.9 FT) SW FROM A WITNESS POST, AND 2
 OR0900'FEET (0.6 M) 0.6 METERS. (2.0 FT) AZIMUTH MARK NO 2 IS A STANDARD NGS
 OR0900'DISK STAMPED DICKENS 1934 NO 2 1984 SET INTO THE TOP OF A ROUND
 OR0900'CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER PROJECTING 2 INCHES 5
 OR0900'CM ABOVE THE GROUND. LOCATED 16.0 METERS (52.5 FT) W FROM THE CENTER
 OR0900'OF ASPHALT ROAD. 0.45 METER (1.48 FT) N FROM A POWER POLE.  0.3 METER
 OR0900'(1.0 FT) S FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 OR0900'GATE NEAR THE STATION, GO SOUTH FOR 0.5 KM (0.30 MI) TO THE MARK ON
 OR0900'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0566 ***********************************************************************
 QR0566  DESIGNATION -  DICKEY COUNTY CHURCH COUNTRY
 QR0566  PID         -  QR0566
 QR0566  STATE/COUNTY-  SD/BROWN
 QR0566  COUNTRY     -  US
 QR0566  USGS QUAD   -  SAVO NW (2017)
 QR0566
 QR0566                         *CURRENT SURVEY CONTROL
 QR0566  ______________________________________________________________________
 QR0566* NAD 83(1996) POSITION- 45 52 44.76591(N) 098 24 50.11065(W)   ADJUSTED
 QR0566  ______________________________________________________________________
 QR0566  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 QR0566  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 QR0566  HORZ ORDER      -  THIRD
 QR0566
 QR0566.The horizontal coordinates were established by classical geodetic methods
 QR0566.and adjusted by the National Geodetic Survey in January 1998.
 QR0566
 QR0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0566.GEOID18 height accuracy estimate available here.
 QR0566
 QR0566.Click photographs - Photos may exist for this station.
 QR0566
 QR0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0566
 QR0566. The following values were computed from the NAD 83(1996) position.
 QR0566
 QR0566;                    North         East     Units Scale Factor Converg.
 QR0566;SPC SD N     -   228,549.775   723,127.835   MT  1.00004368   +1 07 21.1
 QR0566;SPC SD N     -   749,833.72  2,372,461.91   sFT  1.00004368   +1 07 21.1
 QR0566;UTM  14      - 5,080,781.985   545,480.274   MT  0.99962543   +0 25 14.7
 QR0566
 QR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4548080781(NAD 83)
 QR0566
 QR0566                          SUPERSEDED SURVEY CONTROL
 QR0566
 QR0566  NAD 83(1986)-  45 52 44.77878(N)    098 24 50.10683(W) AD(       ) 3
 QR0566  NAD 27      -  45 52 44.87000(N)    098 24 48.74000(W) AD(       ) 3
 QR0566
 QR0566.Superseded values are not recommended for survey control.
 QR0566
 QR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0566.See file dsdata.pdf to determine how the superseded data were derived.
 QR0566
 QR0566_MARKER: 90 = CHURCH SPIRE
 QR0566
 QR0566  HISTORY     - Date     Condition        Report By
 QR0566  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0566
 QR0566                          STATION DESCRIPTION
 QR0566
 QR0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0566'OBJECT OBSERVED UPON WAS THE TIP OF SPIRE OF A CHURCH LOCATED
 QR0566'APPROXIMATELY 3.6 MILES FROM STATION METER.
 QR0566'
 QR0566'OFFICE NOTE--THIS STATION PLOTS IN BROWN COUNTY, S. DAK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1173 ***********************************************************************
 PT1173  DESIGNATION -  DIRTY
 PT1173  PID         -  PT1173
 PT1173  STATE/COUNTY-  SD/HAAKON
 PT1173  COUNTRY     -  US
 PT1173  USGS QUAD   -  GRINDSTONE (2017)
 PT1173
 PT1173                         *CURRENT SURVEY CONTROL
 PT1173  ______________________________________________________________________
 PT1173* NAD 83(1996) POSITION- 44 11 20.78674(N) 101 59 37.29288(W)   ADJUSTED
 PT1173* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 PT1173  ______________________________________________________________________
 PT1173  GEOID HEIGHT    -        -19.898 (meters)                     GEOID18
 PT1173  LAPLACE CORR    -         -8.30  (seconds)                    DEFLEC18
 PT1173  HORZ ORDER      -  SECOND
 PT1173
 PT1173.The horizontal coordinates were established by classical geodetic methods
 PT1173.and adjusted by the National Geodetic Survey in January 1998.
 PT1173
 PT1173.The orthometric height was scaled from a topographic map.
 PT1173
 PT1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1173.GEOID18 height accuracy estimate available here.
 PT1173
 PT1173.Click photographs - Photos may exist for this station.
 PT1173
 PT1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1173
 PT1173. The following values were computed from the NAD 83(1996) position.
 PT1173
 PT1173;                    North         East     Units Scale Factor Converg.
 PT1173;SPC SD S     -   207,492.969   467,267.246   MT  0.99995646   -1 08 43.4
 PT1173;SPC SD S     -   680,749.85  1,533,025.96   sFT  0.99995646   -1 08 43.4
 PT1173;UTM  14      - 4,897,235.767   260,743.799   MT  1.00030407   -2 05 15.6
 PT1173;UTM  13      - 4,897,272.598   740,264.425   MT  1.00031002   +2 05 47.3
 PT1173
 PT1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1173!SPC SD S     -   0.99987637  x   0.99995646  =   0.99983283
 PT1173!UTM  14      -   0.99987637  x   1.00030407  =   1.00018040
 PT1173!UTM  13      -   0.99987637  x   1.00031002  =   1.00018635
 PT1173
 PT1173:                Primary Azimuth Mark                     Grid Az
 PT1173:SPC SD S     -  DIRTY AZ MK                              138 52 09.1
 PT1173:UTM  14      -  DIRTY AZ MK                              139 48 41.3
 PT1173:UTM  13      -  DIRTY AZ MK                              135 37 38.4
 PT1173
 PT1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6074397235(NAD 83)
 PT1173
 PT1173|---------------------------------------------------------------------|
 PT1173| PID    Reference Object                     Distance      Geod. Az  |
 PT1173|                                                           dddmmss.s |
 PT1173| CP9174 DIRTY RM 2                            8.393 METERS 00624     |
 PT1173| CP9172 DIRTY AZ MK                                        1374325.7 |
 PT1173| CP9173 DIRTY RM 1                           10.337 METERS 28706     |
 PT1173|---------------------------------------------------------------------|
 PT1173
 PT1173                          SUPERSEDED SURVEY CONTROL
 PT1173
 PT1173  NAD 83(1986)-  44 11 20.77903(N)    101 59 37.29474(W) AD(       ) 2
 PT1173  NAD 27      -  44 11 20.82820(N)    101 59 35.75060(W) AD(       ) 2
 PT1173
 PT1173.Superseded values are not recommended for survey control.
 PT1173
 PT1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1173.See file dsdata.pdf to determine how the superseded data were derived.
 PT1173
 PT1173_MARKER: DS = TRIANGULATION STATION DISK
 PT1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1173_STAMPING: DIRTY 1961
 PT1173_MARK LOGO: CGS
 PT1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1173+STABILITY: SURFACE MOTION
 PT1173
 PT1173  HISTORY     - Date     Condition        Report By
 PT1173  HISTORY     - 1961     MONUMENTED       CGS
 PT1173
 PT1173                          STATION DESCRIPTION
 PT1173
 PT1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1173'LOCATED, AIRLINE, ABOUT 19 MILES WEST-NORTHWEST OF PHILIP,
 PT1173'16 MILES NORTH-NORTHWEST OF COTTONWOOD, AND 15-1/4 MILES
 PT1173'NORTH-NORTHEAST OF QUINN IN SECTION 30, T 3 N, R 18 E, ON THE
 PT1173'NORTH ONE OF TWO PROMINENT, SHARP, STEEP-SIDED HILLS WITH
 PT1173'BOULDERS ON ITS SIDES.  THE TOP LIES NORTHWEST TO SOUTHEAST
 PT1173'AND IS ABOUT 200 FEET LONG.  IT FORKS AT THE SOUTH END INTO TWO
 PT1173'RIDGES.
 PT1173'
 PT1173'TO REACH FROM THE POST OFFICE IN PHILIP GO WEST ON PINE STREET
 PT1173'0.95 MILE TO THE JUNCTION WITH U.S. HIGHWAY 14.  TURN LEFT
 PT1173'AND GO WEST-SOUTHWEST 0.1 MILE ACROSS THE BAD RIVER BRIDGE TO A
 PT1173'FORK ON THE RIGHT.  TURN RIGHT AND GO WEST AND NORTH 16.1
 PT1173'MILES UP THE BAD RIVER VALLEY TO A CEMENT BRIDGE ACROSS THE
 PT1173'RIVER NORTH OF TRINITY LUTHERAN CHURCH.  CONTINUE WEST 3.0 MILES
 PT1173'TO A CROSS ROAD.  TURN RIGHT AND GO NORTH 2.3 MILES TO THE
 PT1173'BRIDGE IN GRINDSTONE COMMUNITY.  CONTINUE NORTH 1.75 MILE
 PT1173'TO A GRADED DIRT CROSSROAD.  TURN LEFT AND GO WEST 1.0 MILE
 PT1173'TO AN UNGRADED CROSS LANE.  TURN RIGHT AND GO NORTH ON
 PT1173'UNGRADED RIGHT-OF-WAY 1.0 MILE TO A CROSS LANE WITH SMALL BARN
 PT1173'IN THE NORTHWEST CORNER.  GO LEFT, WEST, 0.1 MILE TO A GATE
 PT1173'IN THE NORTH FENCE.  PASS THROUGH AND GO NORTHEAST BACK TO THE
 PT1173'SECTION LINE FENCE 0.1 MILE TO THE AZIMUTH MARK ON TOP OF A
 PT1173'LOW RIDGE.  CONTINUE NORTHWEST, ALONG THE NORTHEAST SIDE
 PT1173'OF THE FIRST HILL, 0.5 MILE TO THE TOP OF THE NORTH NORTHWEST,
 PT1173'ALONG THE NORTHEAST SIDE OF THE FIRST HILL, 0.5 MILE TO THE
 PT1173'TOP OF THE NORTH BUTTE AND THE STATION.  A 4-WHEEL-DRIVE
 PT1173'VEHICLE IS NEEDED TO CLIMB THE LAST STEEP PITCH.
 PT1173'
 PT1173'THE STATION MARK, A STANDARD DISK STAMPED DIRTY 1961 SET IN THE
 PT1173'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 2 INCHES
 PT1173'ABOVE GROUND, IS IN THE MIDDLE NEAR THE WEST EDGE ON TOP.
 PT1173'
 PT1173'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED DIRTY NO 1
 PT1173'1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT1173'PROJECTING 2 INCHES ABOVE GROUND, IS ON TOP OF THE SOUTHWEST
 PT1173'SLOPE OF THE HILL ABOUT 1 FOOT LOWER THAN THE STATION.
 PT1173'
 PT1173'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED DIRTY NO 2
 PT1173'1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT1173'PROJECTING 2 INCHES ABOVE GROUND, IS ON THE TOP EDGE OF THE
 PT1173'NORTHEAST SLOPE OF THE HILL ABOUT 1 FOOT LOWER THAN THE STATION.
 PT1173'
 PT1173'THE AZIMUTH MARK, A STANDARD DISK STAMPED DIRTY 1961 SET IN THE
 PT1173'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 1 INCH
 PT1173'ABOVE GROUND, IS 1.7 FEET NORTH OF A METAL WITNESS SIGN AND
 PT1173'1 FOOT WEST OF A WIRE FENCE.
 PT1173'
 PT1173'THE PICTURE POINT FOR PHOTO CONTROL IS THE TOP OF THE RIDGE
 PT1173'ON THE SOUTHEAST END WHERE THE FORKED RIDGES JOIN ABOUT 3 FEET
 PT1173'LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0933 ***********************************************************************
 PR0933  DESIGNATION -  DISTAD
 PR0933  PID         -  PR0933
 PR0933  STATE/COUNTY-  SD/DEUEL
 PR0933  COUNTRY     -  US
 PR0933  USGS QUAD   -  HENDRICKS (2019)
 PR0933
 PR0933                         *CURRENT SURVEY CONTROL
 PR0933  ______________________________________________________________________
 PR0933* NAD 83(1996) POSITION- 44 34 22.82831(N) 096 27 15.83339(W)   ADJUSTED
 PR0933* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 PR0933  ______________________________________________________________________
 PR0933  GEOID HEIGHT    -        -25.456 (meters)                     GEOID18
 PR0933  LAPLACE CORR    -         -5.20  (seconds)                    DEFLEC18
 PR0933  HORZ ORDER      -  SECOND
 PR0933
 PR0933.The horizontal coordinates were established by classical geodetic methods
 PR0933.and adjusted by the National Geodetic Survey in January 1998.
 PR0933
 PR0933.The orthometric height was scaled from a topographic map.
 PR0933
 PR0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0933.GEOID18 height accuracy estimate available here.
 PR0933
 PR0933.Click photographs - Photos may exist for this station.
 PR0933
 PR0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0933
 PR0933. The following values were computed from the NAD 83(1996) position.
 PR0933
 PR0933;                    North         East     Units Scale Factor Converg.
 PR0933;SPC SD N     -    88,360.336   881,530.624   MT  0.99997372   +2 30 33.7
 PR0933;SPC SD N     -   289,895.54  2,892,155.06   sFT  0.99997372   +2 30 33.7
 PR0933;UTM  14      - 4,938,670.953   702,118.003   MT  1.00010240   +1 47 13.7
 PR0933
 PR0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0933!SPC SD N     -   0.99991913  x   0.99997372  =   0.99989286
 PR0933!UTM  14      -   0.99991913  x   1.00010240  =   1.00002153
 PR0933
 PR0933:                Primary Azimuth Mark                     Grid Az
 PR0933:SPC SD N     -  DISTAD RM 5 AZIMUTH                      260 11 41.9
 PR0933:UTM  14      -  DISTAD RM 5 AZIMUTH                      260 55 01.9
 PR0933
 PR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0211838670(NAD 83)
 PR0933
 PR0933|---------------------------------------------------------------------|
 PR0933| PID    Reference Object                     Distance      Geod. Az  |
 PR0933|                                                           dddmmss.s |
 PR0933| PR0742 HANSONVILLE LUTH CH SPIRE           APPROX. 4.5 KM 0730745.8 |
 PR0933| PR0734 MARBLE LUTH CH SPIRE                APPROX.12.5 KM 0863722.9 |
 PR0933| PR0785 WENLO ST J CANTIUS CH N SPIRE       APPROX.19.5 KM 1144644.3 |
 PR0933| PR0783 WENLO ST J CANTIUS CH S SPIRE       APPROX.19.5 KM 1144901.8 |
 PR0933| CO8426 DISTAD RM 1                          47.214 METERS 13101     |
 PR0933| CO8428 DISTAD RM 3                          22.749 METERS 14359     |
 PR0933| PR0743 HENDRICKS MUNICIPAL TANK            APPROX. 7.7 KM 1620819.7 |
 PR0933| PR0934 SINGSASSZ LUTH CH SPIRE             APPROX. 5.3 KM 1890457.4 |
 PR0933| CO8427 DISTAD RM 2                          35.966 METERS 21010     |
 PR0933| CO8425 DISTAD AZ MK                                       2162200.1 |
 PR0933| CO8429 DISTAD RM 4                          27.333 METERS 22743     |
 PR0933| CO8430 DISTAD RM 5 AZIMUTH                                2624215.6 |
 PR0933| PR0994 WOOD LAKE LUTH CH SPIRE             APPROX. 6.0 KM 3224600.7 |
 PR0933|---------------------------------------------------------------------|
 PR0933
 PR0933                          SUPERSEDED SURVEY CONTROL
 PR0933
 PR0933  NAD 83(1986)-  44 34 22.82612(N)    096 27 15.81625(W) AD(       ) 2
 PR0933  NAD 27      -  44 34 22.96061(N)    096 27 14.64201(W) AD(       ) 2
 PR0933
 PR0933.Superseded values are not recommended for survey control.
 PR0933
 PR0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0933.See file dsdata.pdf to determine how the superseded data were derived.
 PR0933
 PR0933_MARKER: DS = TRIANGULATION STATION DISK
 PR0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0933_STAMPING: DISTAD 1935
 PR0933_MARK LOGO: CGS
 PR0933_PROJECTION: RECESSED 8 CENTIMETERS
 PR0933_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PR0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0933+STABILITY: SURFACE MOTION
 PR0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0933+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2016
 PR0933
 PR0933  HISTORY     - Date     Condition        Report By
 PR0933  HISTORY     - 19350401 MONUMENTED       CGS
 PR0933  HISTORY     - 1968     GOOD             USGS
 PR0933  HISTORY     - 1973     GOOD             NGS
 PR0933  HISTORY     - 20160323 POOR             MNDT
 PR0933
 PR0933                          STATION DESCRIPTION
 PR0933
 PR0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0933'STATION IS LOCATED IN SW CORNER OF FRACTIONAL SEC. 22, T 113 N,
 PR0933'R 47 W, ABOUT 5 MILES NW OF HENDRICKS, MINN., 1 MILE N AND 4
 PR0933'MILES E OF ASTORIA, S. DAK., ON LAND OWNED BY E.D. DISTAD.
 PR0933'
 PR0933'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0933'BRONZE DISKS SET IN CONCRETE.
 PR0933'
 PR0933'REACHED FROM HENDRICKS WATER TANK BY GOING N ON GRAVEL ROAD 0.5
 PR0933'MILE TO CROSSROADS, TURN W ON ROAD TO ASTORIA 1.3 MILES, TURN
 PR0933'N, GO 0.7 MILE ALONG STATE LINE, TURN W ON MAIN ROAD, 0.6 MILE
 PR0933'TO CROSSROADS (FIRST W OF STATE LINE), GO N 1.6 MILES TO COUNTY
 PR0933'LINE, THEN JOG E AND CONTINUE N 2.0 MILES TO CROSSROADS, TURN
 PR0933'E, GO 0.25 MILE TO DRIVEWAY ON N SIDE OF ROAD, TURN N INTO
 PR0933'DRIVEWAY AND STATION, 140 FEET N OF CENTER LINE OF E-W ROAD, 30
 PR0933'FEET E OF DRIVEWAY.  MARK IS FLUSH.
 PR0933'
 PR0933'REFERENCE MARK NO. 1 IS SE OF STATION, 30 FEET N OF CENTER LINE
 PR0933'OF E-W ROAD.  IT PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS
 PR0933'SW OF STATION, 35 FEET W OF CENTER LINE OF DRIVEWAY, 30 FEET
 PR0933'N OF CENTER LINE OF E-W ROAD.  IT PROJECTS 6 INCHES.
 PR0933'
 PR0933'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SW OF STATION.  IT IS
 PR0933'REACHED FROM ENTRANCE OF DRIVEWAY BY GOING W 0.25 MILE, TURN
 PR0933'S, GO 0.35 MILE IN E RIGHT-OF-WAY FENCE LINE, 35 FEET E OF
 PR0933'CENTER LINE OF N-S ROAD.  IT PROJECTS 3 INCHES.
 PR0933'
 PR0933'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 PR0933
 PR0933                          STATION RECOVERY (1968)
 PR0933
 PR0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0933'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION
 PR0933'AS DESCRIBED.  THE REFERENCE MARKS WERE NOT FOUND, PROBABLY
 PR0933'DESTROYED BY HIGHWAY CONSTRUCTION.
 PR0933
 PR0933                          STATION RECOVERY (1973)
 PR0933
 PR0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PR0933'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION,
 PR0933'BUT THE AZIMUTH MARK IS AT THE TOP OF THE BACKSLOPE OF A NEARLY
 PR0933'VERTICAL DITCH AND THE FIELD IT BORDERS IS CULTIVATED QUITE
 PR0933'CLOSE.  REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT FOUND AND
 PR0933'APPARENTLY WERE GRADED OUT DURING HIGHWAY IMPROVEMENTS.
 PR0933'REFERENCE MARKS NO. 3 AND NO. 4, AND A NEW AZIMUTH MARK WERE SET.
 PR0933'THE ORIGINAL AZIMUTH MARK WAS LEFT INTACT.
 PR0933'
 PR0933'A NEW DESCRIPTION FOLLOWS--
 PR0933'
 PR0933'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF HENDRICKS,
 PR0933'MINNESOTA, 1 MILE NORTH AND 4 MILES EAST OF ASTORIA, SOUTH
 PR0933'DAKOTA, 0.15 MILE WEST OF THE STATE LINE, IN THE SOUTHWEST
 PR0933'CORNER OF FRACTIONAL SEC. 22, T 113 N, R 47 W, ALONG THE NORTH
 PR0933'SIDE OF SOUTH DAKOTA STATE HIGHWAY 28, IN THE FRONT YARD OF A
 PR0933'FARMSTEAD OWNED BY MR. EMIL ENGESMOE AND FARMED BY MR. ARNOLD
 PR0933'REITEN.
 PR0933'
 PR0933'TO REACH THE STATION FROM THE WATER TANK IN HENDRICKS, GO NORTH
 PR0933'ON MINNESOTA STATE HIGHWAY 271 FOR 6.4 MILES TO THE STATE LINE,
 PR0933'THEN CONTINUE WEST ON SOUTH DAKOTA STATE HIGHWAY 28 FOR 0.15
 PR0933'MILE TO THE FARM DRIVEWAY AND STATION ON THE RIGHT AS DESCRIBED.
 PR0933'
 PR0933'THE STATION MARK IS A STANDARD DISK STAMPED DISTAD 1935, SET
 PR0933'IN A ROUND CONCRETE MONUMENT 3-INCHES BELOW GROUND SURFACE.  IT
 PR0933'IS 142 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WEST ADDITION
 PR0933'OF THE HOUSE, 136 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 PR0933'82 FEET SOUTH-SOUTHEAST OF A POWER POLE, 61 FEET NORTH OF THE
 PR0933'RIGHT-OF-WAY FENCE, AND 32 FEET EAST OF THE CENTER OF THE
 PR0933'DRIVEWAY.
 PR0933'
 PR0933'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DISTAD 1935 NO 3
 PR0933'1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PR0933'2-INCHES.  IT IS ON THE HIGHWAY RIGHT-OF-WAY 74 FEET NORTH
 PR0933'OF THE CENTER OF HIGHWAY 28, 74 FEET EAST OF THE CENTER OF THE
 PR0933'DRIVEWAY, 1 FOOT SOUTH OF THE FENCE, AND 1.4 FEET SOUTHWEST OF A
 PR0933'METAL WITNESS POST.
 PR0933'
 PR0933'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DISTAD 1935
 PR0933'NO 4 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 PR0933'PROJECTS 10-INCHES.  IT IS 75 FEET NORTH OF THE CENTER OF THE
 PR0933'HIGHWAY, 38 FEET WEST OF THE CENTER OF THE DRIVEWAY, 1 FOOT SOUTH
 PR0933'OF THE FENCE, AND 1.4 FEET EAST OF THE METAL WITNESS POST.
 PR0933'
 PR0933'THE ORIGINAL AZIMUTH MARK IS A STANDARD DISK STAMPED DISTAD
 PR0933'1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PR0933'1-INCH.  IT IS 34 FEET EAST OF THE CENTER OF COUNTY ROAD 11,
 PR0933'AND 1.3 FEET NORTH OF A METAL WITNESS POST.
 PR0933'
 PR0933'THE NEW AZIMUTH MARK IS A STANDARD DISK STAMPED DISTAD 1935
 PR0933'AZI NO 5 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PR0933'WHICH PROJECTS 8-INCHES.  IT IS IN THE SOUTHWEST CORNER OF THE
 PR0933'JUNCTION OF STATE HIGHWAY 28 AND COUNTY ROAD 11, 73 FEET SOUTH
 PR0933'OF THE CENTER OF HIGHWAY 28, 41 FEET WEST OF THE CENTER OF
 PR0933'COUNTY ROAD 11, 5.5 FEET NORTHWEST OF A POWER POLE, AND 1.5
 PR0933'FEET EAST OF A METAL WITNESS POST.
 PR0933'
 PR0933'TO REACH THE AZIMUTH MARKS FROM THE STATION, GO WEST ON HIGHWAY
 PR0933'28 FOR 0.25 MILE THE THE JUNCTION WITH COUNTY ROAD 11 ON THE
 PR0933'LEFT AND THE NEW AZIMUTH MARK AS DESCRIBED, TURN LEFT AND GO
 PR0933'SOUTH ON THE COUNTY ROAD FOR 0.35 MILE TO THE AZIMUTH MARK
 PR0933'ON THE LEFT AS DESCRIBED.
 PR0933'
 PR0933'THE REFERENCE MARKS NO. 3 AND NO. 4 WERE SET IN THE FALL OF 1973,
 PR0933'THE CHECK FROM THE AZIMUTH MARK TO THE CHURCH SPIRE WAS NOT
 PR0933'GOOD.  THE NEW AZIMUTH MARK WAS SET IN THE SPRING OF 1974,
 PR0933'THE TOP OF THE HENDRICKS WATER TANK WAS VISIBLE AT THIS TIME
 PR0933'AND THE CHECK FROM IT TO THE ORIGINAL AZIMUTH MARK IS GOOD.
 PR0933'
 PR0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 PR0933'NW OF HENDRICKS, MINN.
 PR0933
 PR0933                          STATION RECOVERY (2016)
 PR0933
 PR0933'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (SVS)
 PR0933'5 MI (8.0 KM) NORTHWEST OF HENDRICKS, 0.15 MI (0.2 KM) WEST OF STATE
 PR0933'LINE, 5.40 MI (8.7 KM) NORTH AND WEST ALONG TRUNK HIGHWAY 271  FROM
 PR0933'THE JUNCTION OF TRUNK HIGHWAY 271 AND COUNTY ROAD 17 WEST IN
 PR0933'HENDRICKS, THEN 0.15 MI (0.2 KM) WEST ON SOUTH DAKOTA TRUNK HIGHWAY
 PR0933'28, 136 FT (41.5 M) NORTH OF TRUNK HIGHWAY 28, 32 FT (9.8 M) EAST OF A
 PR0933'FIELD ENTRANCE NUMBER 48728 EXTENDED, 75.86 FT (23.1 M) NORTHWEST OF
 PR0933'REFERENCE MARK 3, 89.68 FT (27.3 M) NORTHEAST OF REFERENCE MARK 4.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 CO8428 ***********************************************************************
 CO8428  DESIGNATION -  DISTAD RM 3
 CO8428  PID         -  CO8428
 CO8428  STATE/COUNTY-  SD/DEUEL
 CO8428  COUNTRY     -  US
 CO8428  USGS QUAD   -  HENDRICKS (2019)
 CO8428
 CO8428                         *CURRENT SURVEY CONTROL
 CO8428  ______________________________________________________________________
 CO8428* NAD 83(2011) POSITION- 44 34 22.22828(N) 096 27 15.20815(W)   ADJUSTED
 CO8428* NAD 83(2011) ELLIP HT-   525.253 (meters)        (02/05/20)   ADJUSTED
 CO8428* NAD 83(2011) EPOCH   -  2010.00
 CO8428* NAVD 88 ORTHO HEIGHT -   550.693 (meters)     1806.73  (feet) ADJUSTED
 CO8428  ______________________________________________________________________
 CO8428  GEOID HEIGHT    -        -25.457 (meters)                     GEOID18
 CO8428  NAD 83(2011) X  -   -511,620.655 (meters)                     COMP
 CO8428  NAD 83(2011) Y  - -4,522,558.468 (meters)                     COMP
 CO8428  NAD 83(2011) Z  -  4,454,026.483 (meters)                     COMP
 CO8428  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC18
 CO8428  DYNAMIC HEIGHT  -        550.602 (meters)     1806.43  (feet) COMP
 CO8428  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 CO8428
 CO8428  VERT ORDER      -  SECOND    CLASS I
 CO8428
 CO8428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CO8428  Standards:
 CO8428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CO8428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CO8428  -------------------------------------------------------------------
 CO8428  NETWORK    0.92   1.20           0.43   0.29   0.61      0.11814720
 CO8428  -------------------------------------------------------------------
 CO8428  Click here for local accuracies and other accuracy information.
 CO8428
 CO8428.The horizontal coordinates were established by GPS observations
 CO8428.and adjusted by the MN DEPT OF TRANSP in February 2020.
 CO8428
 CO8428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CO8428.been affixed to the stable North American tectonic plate. See 
 CO8428.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CO8428
 CO8428.The horizontal coordinates are valid at the epoch date displayed above
 CO8428.which is a decimal equivalence of Year/Month/Day.
 CO8428
 CO8428.The orthometric height was determined by differential leveling and
 CO8428.adjusted by the NATIONAL GEODETIC SURVEY
 CO8428.in April 2020.
 CO8428
 CO8428.Significant digits in the geoid height do not necessarily reflect accuracy.
 CO8428.GEOID18 height accuracy estimate available here.
 CO8428
 CO8428.Click photographs - Photos may exist for this station.
 CO8428
 CO8428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO8428
 CO8428.The Laplace correction was computed from DEFLEC18 derived deflections.
 CO8428
 CO8428.The ellipsoidal height was determined by GPS observations
 CO8428.and is referenced to NAD 83.
 CO8428
 CO8428.The dynamic height is computed by dividing the NAVD 88
 CO8428.geopotential number by the normal gravity value computed on the
 CO8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO8428.degrees latitude (g = 980.6199 gals.).
 CO8428
 CO8428.The modeled gravity was interpolated from observed gravity values.
 CO8428
 CO8428. The following values were computed from the NAD 83(2011) position.
 CO8428
 CO8428;                    North         East     Units Scale Factor Converg.
 CO8428;SPC SD N     -    88,342.437   881,545.216   MT  0.99997375   +2 30 34.1
 CO8428;SPC SD N     -   289,836.81  2,892,202.93   sFT  0.99997375   +2 30 34.1
 CO8428;UTM  14      - 4,938,652.869   702,132.370   MT  1.00010247   +1 47 14.2
 CO8428
 CO8428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO8428!SPC SD N     -   0.99991765  x   0.99997375  =   0.99989140
 CO8428!UTM  14      -   0.99991765  x   1.00010247  =   1.00002011
 CO8428
 CO8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0213238652(NAD 83)
 CO8428
 CO8428                          SUPERSEDED SURVEY CONTROL
 CO8428
 CO8428.No superseded survey control is available for this station.
 CO8428
 CO8428_MARKER: DR = REFERENCE MARK DISK
 CO8428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO8428_STAMPING: DISTAD 1935 NO 3 1973
 CO8428_MARK LOGO: CGS
 CO8428_PROJECTION: FLUSH
 CO8428_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 CO8428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO8428+STABILITY: SURFACE MOTION
 CO8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO8428+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2019
 CO8428
 CO8428  HISTORY     - Date     Condition        Report By
 CO8428  HISTORY     - 19730401 MONUMENTED       NGS
 CO8428  HISTORY     - 20160323 GOOD             MNDT
 CO8428  HISTORY     - 20191216 GOOD             MNDT
 CO8428
 CO8428                          STATION DESCRIPTION
 CO8428
 CO8428'DESCRIBED BY MN DEPT OF TRANSP 2016 (SVS)
 CO8428'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF BRANDT,
 CO8428'9.3 MI (15.0 KM) EAST OF TORONTO AND 4.7 MI (7.6 KM) EAST-NORTHEAST OF
 CO8428'ASTORIA.
 CO8428'
 CO8428'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH AND WEST ON TRUNK
 CO8428'HIGHWAY 271 FROM THE JUNCTION OF TRUNK HIGHWAY 271 AND COUNTY ROAD 17
 CO8428'WEST IN HENDRICKS, THEN CONTINUE 0.15 MI (0.24 KM) WEST ON SOUTH
 CO8428'DAKOTA TRUNK HIGHWAY 28.
 CO8428'
 CO8428'THE MARK IS LOCATED 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 28, 74.0
 CO8428'FT (22.6 M) EAST OF ENTRANCE NUMBER 48728, 110.8 FT (33.8 M) EAST OF
 CO8428'DISTAD REFERENCE MARK 4, 75.8 FT (23.1 M) SOUTHEAST OF STATION DISTAD,
 CO8428'1.4 FT (0.4 M) SOUTHWEST OF A METAL WITNESS POST.
 CO8428
 CO8428                          STATION RECOVERY (2019)
 CO8428
 CO8428'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DIS)
 CO8428'5.4 MILES NORTH AND WEST ON TRUNK HIGHWAY 271 FROM THE JUNCTION OF
 CO8428'TRUNK HIGHWAY 271 AND COUNTY ROAD 17 WEST IN HENDRICKS, THEN CONTINUE
 CO8428'0.15 MILE WEST ON SOUTH DAKOTA TRUNK HIGHWAY 28, 74.0 FEET NORTH OF
 CO8428'TRUNK HIGHWAY 28, 74.0 FEET EAST OF ENTRANCE NUMBER 48728, 110.8 FEET
 CO8428'EAST OF DISTAD RM 4, 75.8 FEET SOUTHEAST OF STATION DISTAD, 1.4 FEET
 CO8428'SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 CO8429 ***********************************************************************
 CO8429  DESIGNATION -  DISTAD RM 4
 CO8429  PID         -  CO8429
 CO8429  STATE/COUNTY-  SD/DEUEL
 CO8429  COUNTRY     -  US
 CO8429  USGS QUAD   -  HENDRICKS (2019)
 CO8429
 CO8429                         *CURRENT SURVEY CONTROL
 CO8429  ______________________________________________________________________
 CO8429* NAD 83(1986) POSITION- 44 34 22.23   (N) 096 27 16.74   (W)   HD_HELD1
 CO8429* NAVD 88 ORTHO HEIGHT -   549.974 (meters)     1804.37  (feet) ADJUSTED
 CO8429  ______________________________________________________________________
 CO8429  GEOID HEIGHT    -        -25.456 (meters)                     GEOID18
 CO8429  DYNAMIC HEIGHT  -        549.883 (meters)     1804.07  (feet) COMP
 CO8429  MODELED GRAVITY -    980,435.4   (mgal)                       NAVD 88
 CO8429
 CO8429  VERT ORDER      -  SECOND    CLASS I
 CO8429
 CO8429.The horizontal coordinates were determined by differentially corrected
 CO8429.hand held GPS observations or other comparable positioning techniques
 CO8429.and have an estimated accuracy of +/- 3 meters.
 CO8429
 CO8429.The orthometric height was determined by differential leveling and
 CO8429.adjusted by the NATIONAL GEODETIC SURVEY
 CO8429.in April 2020.
 CO8429
 CO8429.Significant digits in the geoid height do not necessarily reflect accuracy.
 CO8429.GEOID18 height accuracy estimate available here.
 CO8429
 CO8429.Click photographs - Photos may exist for this station.
 CO8429
 CO8429.The dynamic height is computed by dividing the NAVD 88
 CO8429.geopotential number by the normal gravity value computed on the
 CO8429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO8429.degrees latitude (g = 980.6199 gals.).
 CO8429
 CO8429.The modeled gravity was interpolated from observed gravity values.
 CO8429
 CO8429;                    North         East    Units  Estimated Accuracy
 CO8429;SPC SD N     -    88,341.0     881,511.4     MT  (+/- 3 meters HH1 GPS) 
 CO8429
 CO8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0209838651(NAD 83)
 CO8429
 CO8429                          SUPERSEDED SURVEY CONTROL
 CO8429
 CO8429.No superseded survey control is available for this station.
 CO8429
 CO8429_MARKER: DR = REFERENCE MARK DISK
 CO8429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO8429_STAMPING: DISTAD 1935 NO 4 1973
 CO8429_MARK LOGO: CGS
 CO8429_PROJECTION: PROJECTING 20 CENTIMETERS
 CO8429_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 CO8429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO8429+STABILITY: SURFACE MOTION
 CO8429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO8429+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2019
 CO8429
 CO8429  HISTORY     - Date     Condition        Report By
 CO8429  HISTORY     - 19730401 MONUMENTED       NGS
 CO8429  HISTORY     - 20160323 GOOD             MNDT
 CO8429  HISTORY     - 20191216 GOOD             MNDT
 CO8429
 CO8429                          STATION DESCRIPTION
 CO8429
 CO8429'DESCRIBED BY MN DEPT OF TRANSP 2016 (SVS)
 CO8429'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTHEAST OF BRANDT,
 CO8429'9.3 MI (15.0 KM) EAST OF TORONTO AND 4.7 MI (7.6 KM) EAST-NORTHEAST OF
 CO8429'ASTORIA.
 CO8429'
 CO8429'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH AND WEST ON TRUNK
 CO8429'HIGHWAY 271 FROM THE JUNCTION OF TRUNK HIGHWAY 271 AND COUNTY ROAD 17
 CO8429'WEST IN HENDRICKS, THEN CONTINUE 0.15 MI (0.24 KM) WEST ON SOUTH
 CO8429'DAKOTA TRUNK HIGHWAY 28.
 CO8429'
 CO8429'TO REACH THE MARK GO 75.0 FT (22.9 M) NORTH OF TRUNK HIGHWAY 28, 38.0
 CO8429'FT (11.6 M) WEST OF ENTRANCE NUMBER 48728, 89.68 FT (27.3 M) SOUTHWEST
 CO8429'OF STATION DISTAD, 110..8 FT (33.5 M) WEST OF STATION DISTAD REFERENCE
 CO8429'MARK 3, 1.4 FT (0.4 M) EAST OF THE METAL WITNESS POST.
 CO8429
 CO8429                          STATION RECOVERY (2019)
 CO8429
 CO8429'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (DS)
 CO8429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0902 ***********************************************************************
 QS0902  DESIGNATION -  DIVIDE
 QS0902  PID         -  QS0902
 QS0902  STATE/COUNTY-  SD/ZIEBACH
 QS0902  COUNTRY     -  US
 QS0902  USGS QUAD   -  IRISH CREEK NW (2017)
 QS0902
 QS0902                         *CURRENT SURVEY CONTROL
 QS0902  ______________________________________________________________________
 QS0902* NAD 83(1996) POSITION- 45 27 08.01658(N) 101 37 34.20129(W)   ADJUSTED
 QS0902* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 QS0902  ______________________________________________________________________
 QS0902  GEOID HEIGHT    -        -20.077 (meters)                     GEOID18
 QS0902  LAPLACE CORR    -         -5.20  (seconds)                    DEFLEC18
 QS0902  HORZ ORDER      -  SECOND
 QS0902
 QS0902.The horizontal coordinates were established by classical geodetic methods
 QS0902.and adjusted by the National Geodetic Survey in January 1998.
 QS0902
 QS0902.The orthometric height was scaled from a topographic map.
 QS0902
 QS0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0902.GEOID18 height accuracy estimate available here.
 QS0902
 QS0902.Click photographs - Photos may exist for this station.
 QS0902
 QS0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0902
 QS0902. The following values were computed from the NAD 83(1996) position.
 QS0902
 QS0902;                    North         East     Units Scale Factor Converg.
 QS0902;SPC SD N     -   181,176.224   472,807.680   MT  0.99996358   -1 09 03.2
 QS0902;SPC SD N     -   594,408.99  1,551,203.20   sFT  0.99996358   -1 09 03.2
 QS0902;UTM  14      - 5,036,544.082   294,653.574   MT  1.00011847   -1 52 20.0
 QS0902
 QS0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0902!SPC SD N     -   0.99988127  x   0.99996358  =   0.99984486
 QS0902!UTM  14      -   0.99988127  x   1.00011847  =   0.99999973
 QS0902
 QS0902:                Primary Azimuth Mark                     Grid Az
 QS0902:SPC SD N     -  DIVIDE AZ MK                             281 31 30.0
 QS0902:UTM  14      -  DIVIDE AZ MK                             282 14 46.8
 QS0902
 QS0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9465336544(NAD 83)
 QS0902
 QS0902|---------------------------------------------------------------------|
 QS0902| PID    Reference Object                     Distance      Geod. Az  |
 QS0902|                                                           dddmmss.s |
 QS0902| CQ8240 DIVIDE RM 1                          14.463 METERS 08928     |
 QS0902| QS0895 ISABEL O LAUGHLIN W ELEV S GAB      APPROX.16.6 KM 1134937.0 |
 QS0902| CQ8241 DIVIDE RM 2                          15.469 METERS 18230     |
 QS0902| CQ8239 DIVIDE AZ MK                                       2802226.8 |
 QS0902|---------------------------------------------------------------------|
 QS0902
 QS0902                          SUPERSEDED SURVEY CONTROL
 QS0902
 QS0902  NAD 83(1986)-  45 27 08.00818(N)    101 37 34.19985(W) AD(       ) 2
 QS0902  NAD 27      -  45 27 08.08000(N)    101 37 32.66200(W) AD(       ) 2
 QS0902
 QS0902.Superseded values are not recommended for survey control.
 QS0902
 QS0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0902.See file dsdata.pdf to determine how the superseded data were derived.
 QS0902
 QS0902_MARKER: DS = TRIANGULATION STATION DISK
 QS0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0902_STAMPING: DIVIDE 1952
 QS0902_MARK LOGO: CGS
 QS0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0902+STABILITY: SURFACE MOTION
 QS0902
 QS0902  HISTORY     - Date     Condition        Report By
 QS0902  HISTORY     - 1952     MONUMENTED       CGS
 QS0902  HISTORY     - 1954     GOOD             CGS
 QS0902
 QS0902                          STATION DESCRIPTION
 QS0902
 QS0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0902'THE STATION IS ABOUT 10 MILES NORTHWEST OF ISABEL, 8 MILES
 QS0902'NORTHEAST OF GLAD VALLEY, IN SECTION 11, T 17 N, R 20 E, ON
 QS0902'LAND OWNED BY OLE DRAGESET, 20 FEET SOUTH OF CENTER OF A TRACK
 QS0902'ROAD, AND 5 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QS0902'
 QS0902'TO REACH THE STATION FROM THE POST OFFICE IN GLAD VALLEY, GO
 QS0902'EAST ON STATE HIGHWAY 8 FOR 6.6 MILES TO A FORK, BEAR LEFT AND
 QS0902'CONTINUE ON HIGHWAY FOR 1.05 MILES TO A SIDE ROAD LEFT, TURN
 QS0902'LEFT AND GO NORTH FOR 3.9 MILES TO A FORK AND AZIMUTH MARK ON
 QS0902'LEFT, BEAR RIGHT AND GO EAST ON A TRACK ROAD FOR 0.35 MILE TO
 QS0902'TOP OF HILL AND STATION ON THE RIGHT.
 QS0902'
 QS0902'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED DIVIDE
 QS0902'1952.
 QS0902'
 QS0902'REFERENCE MARK 1 IS 16 FEET SOUTH OF CENTER OF TRACK ROAD.  THE
 QS0902'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED DIVIDE NO 1 1952.
 QS0902'
 QS0902'REFERENCE MARK 2 IS 51 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH WITNESS
 QS0902'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED DIVIDE
 QS0902'NO 2 1952.
 QS0902'
 QS0902'THE AZIMUTH MARK IS 5 FEET SOUTHWEST OF A POWER LINE POLE AND 2
 QS0902'FEET EAST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 6
 QS0902'INCHES, AND THE DISK IS STAMPED DIVIDE 1952.
 QS0902
 QS0902                          STATION RECOVERY (1954)
 QS0902
 QS0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QS0902'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 QS0902'IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0908 ***********************************************************************
 OR0908  DESIGNATION -  DIXON
 OR0908  PID         -  OR0908
 OR0908  STATE/COUNTY-  SD/GREGORY
 OR0908  COUNTRY     -  US
 OR0908  USGS QUAD   -  DIXON (2017)
 OR0908
 OR0908                         *CURRENT SURVEY CONTROL
 OR0908  ______________________________________________________________________
 OR0908* NAD 83(1996) POSITION- 43 23 45.64838(N) 099 25 13.37930(W)   ADJUSTED
 OR0908* NAVD 88 ORTHO HEIGHT -   626.    (meters)     2054.    (feet) SCALED
 OR0908  ______________________________________________________________________
 OR0908  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 OR0908  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 OR0908  HORZ ORDER      -  FIRST
 OR0908
 OR0908.The horizontal coordinates were established by classical geodetic methods
 OR0908.and adjusted by the National Geodetic Survey in January 1998.
 OR0908
 OR0908.The orthometric height was scaled from a topographic map.
 OR0908
 OR0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0908.GEOID18 height accuracy estimate available here.
 OR0908
 OR0908.Click photographs - Photos may exist for this station.
 OR0908
 OR0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0908
 OR0908. The following values were computed from the NAD 83(1996) position.
 OR0908
 OR0908;                    North         East     Units Scale Factor Converg.
 OR0908;SPC SD S     -   118,460.514   673,955.152   MT  0.99991437   +0 37 47.3
 OR0908;SPC SD S     -   388,649.20  2,211,134.53   sFT  0.99991437   +0 37 47.3
 OR0908;UTM  14      - 4,804,878.748   465,956.120   MT  0.99961426   -0 17 19.8
 OR0908
 OR0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0908!SPC SD S     -   0.99990587  x   0.99991437  =   0.99982025
 OR0908!UTM  14      -   0.99990587  x   0.99961426  =   0.99952017
 OR0908
 OR0908:                Primary Azimuth Mark                     Grid Az
 OR0908:SPC SD S     -  DIXON AZ MK                              061 50 20.0
 OR0908:UTM  14      -  DIXON AZ MK                              062 45 27.1
 OR0908
 OR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6595604878(NAD 83)
 OR0908
 OR0908|---------------------------------------------------------------------|
 OR0908| PID    Reference Object                     Distance      Geod. Az  |
 OR0908|                                                           dddmmss.s |
 OR0908| CO2986 DIXON AZ MK                                        0622807.3 |
 OR0908| CO2988 DIXON RM 2                           19.692 METERS 18104     |
 OR0908| OR0914 DALLAS CATH CH BELFRY BASE FP       APPROX.19.6 KM 2033352.4 |
 OR0908| OR0913 DALLAS MUNICIPAL TANK               APPROX.19.6 KM 2033857.1 |
 OR0908| CO2987 DIXON RM 1                           31.577 METERS 35942     |
 OR0908|---------------------------------------------------------------------|
 OR0908
 OR0908                          SUPERSEDED SURVEY CONTROL
 OR0908
 OR0908  NAD 83(1995)-  43 23 45.64729(N)    099 25 13.38130(W) AD(       ) 1
 OR0908  NAD 83(1986)-  43 23 45.65211(N)    099 25 13.38468(W) AD(       ) 1
 OR0908  NAD 27      -  43 23 45.65000(N)    099 25 12.01100(W) AD(       ) 1
 OR0908
 OR0908.Superseded values are not recommended for survey control.
 OR0908
 OR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0908.See file dsdata.pdf to determine how the superseded data were derived.
 OR0908
 OR0908_MARKER: DS = TRIANGULATION STATION DISK
 OR0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0908_STAMPING: DIXON 1934
 OR0908_MARK LOGO: CGS
 OR0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0908+STABILITY: SURFACE MOTION
 OR0908
 OR0908  HISTORY     - Date     Condition        Report By
 OR0908  HISTORY     - 1934     MONUMENTED       CGS
 OR0908  HISTORY     - 1965     GOOD             SDDT
 OR0908
 OR0908                          STATION DESCRIPTION
 OR0908
 OR0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0908'STATION IS LOCATED NEAR THE CENTER OF THE NORTHEAST QUARTER
 OR0908'OF SEC. 13, T. 99 N., R. 73 W., ABOUT 2-3/4 MILES EAST AND
 OR0908'3/4 MILE NORTH OF DIXON, S. DAK., ON LAND OWNED BY GEORGE
 OR0908'HESS OF LASHARA, NEBR., ON THE HIGHEST POINT OF SMALL HILL, AND
 OR0908'2 FEET EAST OF NORTH-SOUTH FENCE LINE.
 OR0908'
 OR0908'STATION IS REACHED FROM THE CROSSROADS AT IONA BY FOLLOWING
 OR0908'THE ROAD TO GREGORY SOUTH FOR 3 MILES THENCE WEST 1/2 MILE AND
 OR0908'SOUTH AGAIN FOR 6.8 MILES OR 1.0 MILE BEYOND SCHOOL AT CROSSROADS.
 OR0908'TURN LEFT AND GO 1.0 MILE EAST TO GATE IN SOUTHWEST CORNER
 OR0908'OF CROSSROADS, ENTER GATE AND FOLLOW FENCE WEST FOR 1/4 MILE,
 OR0908'TURN LEFT (SOUTH) FOR 1/4 MILE TO TOP OF HILL AND STATION.
 OR0908'
 OR0908'REFERENCE MARK NO. 1 IS ON NORTH SLOPE OF HILL IN NORTH-SOUTH
 OR0908'FENCE LINE, 103.59 FEET (31.577 METERS) NORTH OF STATION.
 OR0908'
 OR0908'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF HILL IN NORTH-SOUTH
 OR0908'FENCE LINE, 64.61 FEET (19.692 METERS) SOUTH OF STATION.
 OR0908'
 OR0908'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST OF STATION,
 OR0908'135 FEET SOUTHWEST OF SOUTHWEST CORNER OF WHITE HOUSE, 30
 OR0908'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, AND 7 FEET WEST
 OR0908'OF CORNER POST OF EAST-WEST AND NORTH-SOUTH FENCE LINE IN
 OR0908'EAST-WEST FENCE LINE.
 OR0908'
 OR0908'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 OR0908
 OR0908                          STATION RECOVERY (1965)
 OR0908
 OR0908'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 OR0908'DIXON 1934-VERY GOOD.
 OR0908'
 OR0908'R.M. 1 DIXON 1934-VERY GOOD.
 OR0908'
 OR0908'R.M. 2 DIXON 1934-VERY GOOD.
 OR0908'
 OR0908'AZIMUTH MARK DIXON 1934-VERY GOOD.
 OR0908'
 OR0908'DIXON STATION, R.M. 1, R.M. 2 ARE 0.3 FT BELOW THE SURFACE
 OR0908'OF THE GROUND.
 OR0908'
 OR0908'DIXON STATION AZIMUTH MARK 0.7 FT ABOVE THE SURFACE OF THE
 OR0908'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0945 ***********************************************************************
 OR0945  DESIGNATION -  DOG
 OR0945  PID         -  OR0945
 OR0945  STATE/COUNTY-  SD/TRIPP
 OR0945  COUNTRY     -  US
 OR0945  USGS QUAD   -  IDEAL NW (2017)
 OR0945
 OR0945                         *CURRENT SURVEY CONTROL
 OR0945  ______________________________________________________________________
 OR0945* NAD 83(1996) POSITION- 43 39 01.35490(N) 099 56 11.23323(W)   ADJUSTED
 OR0945* NAVD 88 ORTHO HEIGHT -   590.    (meters)     1936.    (feet) SCALED
 OR0945  ______________________________________________________________________
 OR0945  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 OR0945  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 OR0945  HORZ ORDER      -  FIRST
 OR0945
 OR0945.The horizontal coordinates were established by classical geodetic methods
 OR0945.and adjusted by the National Geodetic Survey in January 1998.
 OR0945
 OR0945.The orthometric height was scaled from a topographic map.
 OR0945
 OR0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0945.GEOID18 height accuracy estimate available here.
 OR0945
 OR0945.Click photographs - Photos may exist for this station.
 OR0945
 OR0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0945
 OR0945. The following values were computed from the NAD 83(1996) position.
 OR0945
 OR0945;                    North         East     Units Scale Factor Converg.
 OR0945;SPC SD S     -   146,388.440   632,015.437   MT  0.99990703   +0 16 25.6
 OR0945;SPC SD S     -   480,276.07  2,073,537.31   sFT  0.99990703   +0 16 25.6
 OR0945;UTM  14      - 4,833,468.116   424,481.021   MT  0.99967015   -0 38 47.1
 OR0945
 OR0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0945!SPC SD S     -   0.99991146  x   0.99990703  =   0.99981850
 OR0945!UTM  14      -   0.99991146  x   0.99967015  =   0.99958164
 OR0945
 OR0945:                Primary Azimuth Mark                     Grid Az
 OR0945:SPC SD S     -  DOG AZ MK                                182 31 54.0
 OR0945:UTM  14      -  DOG AZ MK                                183 27 06.7
 OR0945
 OR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2448133468(NAD 83)
 OR0945
 OR0945|---------------------------------------------------------------------|
 OR0945| PID    Reference Object                     Distance      Geod. Az  |
 OR0945|                                                           dddmmss.s |
 OR0945| CO2993 DOG RM 1                              8.961 METERS 16538     |
 OR0945| CO2992 DOG AZ MK                                          1824819.6 |
 OR0945| CO2994 DOG RM 2                              9.626 METERS 23637     |
 OR0945|---------------------------------------------------------------------|
 OR0945
 OR0945                          SUPERSEDED SURVEY CONTROL
 OR0945
 OR0945  NAD 83(1995)-  43 39 01.35197(N)    099 56 11.23920(W) AD(       ) 1
 OR0945  NAD 83(1986)-  43 39 01.35445(N)    099 56 11.24286(W) AD(       ) 1
 OR0945  NAD 27      -  43 39 01.36400(N)    099 56 09.80000(W) AD(       ) 1
 OR0945
 OR0945.Superseded values are not recommended for survey control.
 OR0945
 OR0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0945.See file dsdata.pdf to determine how the superseded data were derived.
 OR0945
 OR0945_MARKER: DS = TRIANGULATION STATION DISK
 OR0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0945_STAMPING: DOG 1936
 OR0945_MARK LOGO: CGS
 OR0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0945+STABILITY: SURFACE MOTION
 OR0945
 OR0945  HISTORY     - Date     Condition        Report By
 OR0945  HISTORY     - 1936     MONUMENTED       CGS
 OR0945
 OR0945                          STATION DESCRIPTION
 OR0945
 OR0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0945'STATION IS 7-1/2 MILES AIRLINE, AND 9 MILES BY ROAD NORTH
 OR0945'BY EAST OF IDEAL, NEAR THE SOUTHEAST END OF A RIDGE ABOUT
 OR0945'300 YARDS LONG AND 50 YARDS WIDE RUNNING NORTHWEST AND SOUTHEAST
 OR0945'BETWEEN DOG EARS CREEK AND LODGE CREEK, 0.4 MILE NORTH OF
 OR0945'EAST-WEST SECTION-LINE ROAD, 45 FEET SOUTHWEST OF CENTERLINE
 OR0945'OF PASTURE ROAD.  THE MARK PROJECTS 3 INCHES.
 OR0945'
 OR0945'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION.  THE
 OR0945'MARK PROJECTS 3 INCHES.
 OR0945'
 OR0945'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION.  THE
 OR0945'MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 OR0945'MARKS IS 35.48 FEET.
 OR0945'
 OR0945'THE AZIMUTH MARK IS SOUTH OF THE STATION, AT NORTH SIDE OF
 OR0945'EAST-WEST SECTION-LINE ROAD, 0.2 MILE WEST OF CROSSROADS,
 OR0945'42 FEET NORTH OF CENTERLINE OF ROAD, 2 FEET NORTH OF FENCE
 OR0945'LINE.  THE MARK PROJECTS 8 INCHES.
 OR0945'
 OR0945'TO REACH THE STATION FROM WINNER, AT SECOND AND MAIN STREETS,
 OR0945'GO NORTH ON GRAVEL ROAD FOR 8.65 MILES TO T-INTERSECTION,
 OR0945'THENCE WEST AND NORTH ON MAIN-TRAVELED ROAD FOR 2.65 MILES
 OR0945'TO T-INTERSECTION, GO WEST 1.0 MILE, THENCE NORTH 1.9 MILES
 OR0945'TO IDEAL POST OFFICE, CONTINUE NORTH FOR 4.0 MILES TO CROSSROADS,
 OR0945'THENCE WEST 1.0 MILE TO CURVE NORTH.  GO NORTH 2.0 MILES TO
 OR0945'CROSSROADS, THENCE 0.45 MILE WEST TO T-INTERSECTION.  GO NORTH
 OR0945'1.0 MILE TO CROSSROADS, TURN WEST FOR 50 YARDS TO GATE ON
 OR0945'NORTH SIDE OF ROAD AND PASTURE ROAD LEADING NORTHWEST, FOLLOW
 OR0945'PASTURE ROAD NORTHWEST 0.4 MILE TO STATION ON SOUTHWEST SIDE
 OR0945'OF ROAD.
 OR0945'
 OR0945'SIGNALS SHOWN FROM THE GROUND AT WHITE, LODGE, IDEAL, WHITTEN
 OR0945'AND OWL ARE VISIBLE AT THE GROUND AT THIS STATION.
 OR0945'
 OR0945'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0945'BRONZE DISKS SET AS DESCRIBED.
 OR0945'
 OR0945'HEIGHT OF LIGHT ABOVE STATION MARK - 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0906 ***********************************************************************
 QS0906  DESIGNATION -  DOG
 QS0906  PID         -  QS0906
 QS0906  STATE/COUNTY-  SD/ZIEBACH
 QS0906  COUNTRY     -  US
 QS0906  USGS QUAD   -  DUPREE NE (2017)
 QS0906
 QS0906                         *CURRENT SURVEY CONTROL
 QS0906  ______________________________________________________________________
 QS0906* NAD 83(1996) POSITION- 45 14 34.71815(N) 101 30 45.90347(W)   ADJUSTED
 QS0906* NAVD 88 ORTHO HEIGHT -   718.11  (+/-2cm)     2356.0   (feet) VERTCON3
 QS0906  ______________________________________________________________________
 QS0906  GEOID HEIGHT    -        -20.610 (meters)                     GEOID18
 QS0906  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 QS0906  HORZ ORDER      -  THIRD
 QS0906  VERT ORDER      -  THIRD ? (See Below)
 QS0906
 QS0906.The horizontal coordinates were established by classical geodetic methods
 QS0906.and adjusted by the National Geodetic Survey in January 1998.
 QS0906
 QS0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0906
 QS0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0906.GEOID18 height accuracy estimate available here.
 QS0906
 QS0906.The vertical order pertains to the NGVD 29 superseded value.
 QS0906
 QS0906.Click photographs - Photos may exist for this station.
 QS0906
 QS0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0906
 QS0906. The following values were computed from the NAD 83(1996) position.
 QS0906
 QS0906;                    North         East     Units Scale Factor Converg.
 QS0906;SPC SD N     -   157,753.701   481,243.051   MT  0.99994470   -1 04 14.3
 QS0906;SPC SD N     -   517,563.60  1,578,878.24   sFT  0.99994470   -1 04 14.3
 QS0906;UTM  14      - 5,013,014.314   302,796.060   MT  1.00007819   -1 47 05.6
 QS0906
 QS0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0906!SPC SD N     -   0.99989066  x   0.99994470  =   0.99983536
 QS0906!UTM  14      -   0.99989066  x   1.00007819  =   0.99996884
 QS0906
 QS0906:                Primary Azimuth Mark                     Grid Az
 QS0906:SPC SD N     -  WALSH                                    186 28 55.2
 QS0906:UTM  14      -  WALSH                                    187 11 46.5
 QS0906
 QS0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0279613014(NAD 83)
 QS0906
 QS0906|---------------------------------------------------------------------|
 QS0906| PID    Reference Object                     Distance      Geod. Az  |
 QS0906|                                                           dddmmss.s |
 QS0906| QS0909 WALSH                               APPROX.15.1 KM 1852440.9 |
 QS0906|---------------------------------------------------------------------|
 QS0906
 QS0906                          SUPERSEDED SURVEY CONTROL
 QS0906
 QS0906  NAD 83(1986)-  45 14 34.71008(N)    101 30 45.90277(W) AD(       ) 3
 QS0906  NAD 27      -  45 14 34.79203(N)    101 30 44.34934(W) AD(       ) 3
 QS0906  NGVD 29             717.68   (m)         2354.6    (f) LEVELING    3  
 QS0906
 QS0906.Superseded values are not recommended for survey control.
 QS0906
 QS0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0906.See file dsdata.pdf to determine how the superseded data were derived.
 QS0906
 QS0906_MARKER: DB = BENCH MARK DISK
 QS0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0906_STAMPING: DOG 1948
 QS0906_MARK LOGO: USGS
 QS0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0906+STABILITY: SURFACE MOTION
 QS0906
 QS0906  HISTORY     - Date     Condition        Report By
 QS0906  HISTORY     - 1948     MONUMENTED       USGS
 QS0906
 QS0906                          STATION DESCRIPTION
 QS0906
 QS0906'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QS0906'DUPREE, 13.25 MI N. AND ISABEL, 10.25 MI S. AND 4.0 MI W. OF.  1.25
 QS0906'MI W. OF STATE HWY. 65, 0.65 MI N. OF PROMINENT MUD BUTTE, ON C.W.
 QS0906'MILLER AND SONS RANCH, IN SW. 1/4 SEC. 24, T. 15 N., R. 21 E., 27 FT
 QS0906'W. FROM CENTER OF FIRE GUARD RD., 28 FT S. AND 52 FT W. FROM CORNER
 QS0906'POST AT ANGLE IN FENCE ON SUMMIT OF HIGH FLAT RIDGE, 14 FT E. FROM
 QS0906'SW. END WHICH DROPS OFF QUICKLY TO RIVER, IN CONCRETE POST.  STANDARD
 QS0906'TABLET STAMPED---DOG 1948---.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0693 ***********************************************************************
 QR0693  DESIGNATION -  DOHN
 QR0693  PID         -  QR0693
 QR0693  STATE/COUNTY-  SD/MCPHERSON
 QR0693  COUNTRY     -  US
 QR0693  USGS QUAD   -  VENTURIA (2018)
 QR0693
 QR0693                         *CURRENT SURVEY CONTROL
 QR0693  ______________________________________________________________________
 QR0693* NAD 83(1996) POSITION- 45 56 24.79762(N) 099 34 06.00741(W)   ADJUSTED
 QR0693* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 QR0693  ______________________________________________________________________
 QR0693  GEOID HEIGHT    -        -22.730 (meters)                     GEOID18
 QR0693  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 QR0693  HORZ ORDER      -  FIRST
 QR0693
 QR0693.The horizontal coordinates were established by classical geodetic methods
 QR0693.and adjusted by the National Geodetic Survey in January 1998.
 QR0693
 QR0693.The orthometric height was scaled from a topographic map.
 QR0693
 QR0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0693.GEOID18 height accuracy estimate available here.
 QR0693
 QR0693.Click photographs - Photos may exist for this station.
 QR0693
 QR0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0693
 QR0693. The following values were computed from the NAD 83(1996) position.
 QR0693
 QR0693;                    North         East     Units Scale Factor Converg.
 QR0693;SPC SD N     -   234,226.637   633,475.997   MT  1.00005973   +0 18 19.8
 QR0693;SPC SD N     -   768,458.56  2,078,329.17   sFT  1.00005973   +0 18 19.8
 QR0693;UTM  14      - 5,087,562.750   455,945.131   MT  0.99962386   -0 24 30.3
 QR0693
 QR0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0693!SPC SD N     -   0.99990553  x   1.00005973  =   0.99996525
 QR0693!UTM  14      -   0.99990553  x   0.99962386  =   0.99952942
 QR0693
 QR0693:                Primary Azimuth Mark                     Grid Az
 QR0693:SPC SD N     -  DOHN AZ MK                               003 07 21.7
 QR0693:UTM  14      -  DOHN AZ MK                               003 50 11.8
 QR0693
 QR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR5594587562(NAD 83)
 QR0693
 QR0693|---------------------------------------------------------------------|
 QR0693| PID    Reference Object                     Distance      Geod. Az  |
 QR0693|                                                           dddmmss.s |
 QR0693| CO5574 DOHN AZ MK                                         0032541.5 |
 QR0693| CO5575 DOHN RM 1                            70.327 METERS 03232     |
 QR0693| QR0698 ZEELAND GERMAN LUTH CH CROSS        APPROX.20.7 KM 2792148.4 |
 QR0693| QR0699 ZEELAND ST ANDREWS CATH CH          APPROX.20.5 KM 2793100.6 |
 QR0693| QR0697 ZEELAND HOFFENSTOFF REFORM CH       APPROX.20.9 KM 2793732.5 |
 QR0693| CO5576 DOHN RM 2                            61.390 METERS 34408     |
 QR0693|---------------------------------------------------------------------|
 QR0693
 QR0693                          SUPERSEDED SURVEY CONTROL
 QR0693
 QR0693  NAD 83(1986)-  45 56 24.79581(N)    099 34 05.99604(W) AD(       ) 1
 QR0693  NAD 27      -  45 56 24.87400(N)    099 34 04.57300(W) AD(       ) 1
 QR0693
 QR0693.Superseded values are not recommended for survey control.
 QR0693
 QR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0693.See file dsdata.pdf to determine how the superseded data were derived.
 QR0693
 QR0693_MARKER: DS = TRIANGULATION STATION DISK
 QR0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0693_STAMPING: DOHN 1934
 QR0693_MARK LOGO: CGS
 QR0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0693+STABILITY: SURFACE MOTION
 QR0693
 QR0693  HISTORY     - Date     Condition        Report By
 QR0693  HISTORY     - 1934     MONUMENTED       CGS
 QR0693  HISTORY     - 1959     GOOD             CGS
 QR0693
 QR0693                          STATION DESCRIPTION
 QR0693
 QR0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0693'STATION IS LOCATED ABOUT 4 MILES S AND 1/2 MILE W OF VENTURIA,
 QR0693'IN THE NE 1/4 SEC. 6, T 128 N, R 72 W, ON LAND OWNED BY CARL
 QR0693'DOHN, WHO LIVES ABOUT 0.15 MILE SW OF STATION.  IT IS ABOUT
 QR0693'230 FEET S OF E-W ROAD LEADING TO STATION, AND IS ON ROCKY
 QR0693'KNOLL, WHICH IS HIGHEST POINT IN IMMEDIATE VICINITY.
 QR0693'
 QR0693'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QR0693'BRONZE DISKS SET IN CONCRETE.
 QR0693'
 QR0693'REFERENCE MARK NO. 1 IS NNE OF STATION 230.73 FEET* IN E-W
 QR0693'FENCE LINE 25 FEET S OF CENTER LINE E-W ROAD.
 QR0693'
 QR0693'REFERENCE MARK NO. 2 IS N OF STATION 201.41 FEET* IN E-W FENCE
 QR0693'LINE 30 FEET S OF CENTER LINE E-W ROAD.
 QR0693'
 QR0693'AZIMUTH MARK (DISTANCE 0.6 MILE) IS REACHED FROM GATE, ENTERING
 QR0693'FARMYARD BY GOING E 0.1 MILE TO T-ROAD, TURN N LEFT, GO
 QR0693'0.5 MILE.  MARK IS 15 FEET W OF CENTER LINE ROAD IN N-S FENCE
 QR0693'LINE.
 QR0693'
 QR0693'TO REACH FROM MAIN CROSS STREET IN VENTURIA, GO 0.2 MILE W
 QR0693'ON GRAVEL ROAD, TURN S, LEFT, GO 4.0 MILES, FOLLOWING GRADED
 QR0693'ROAD, TURN W, RIGHT, GO 0.6 MILE TO GATE ENTERING CARL DOHN
 QR0693'FARM, TURN IN GATE ON LEFT, S, GO 0.1 MILE SE TO TOP OF KNOLL
 QR0693'AND STATION.
 QR0693'
 QR0693'*REFERENCE MARK COULD NOT BE MEASURED MORE ACCURATELY DUE TO
 QR0693'ROUGH GROUND.
 QR0693'
 QR0693'HEIGHT OF LIGHT ABOVE STATION MARK - 3.70 METERS.
 QR0693
 QR0693                          STATION RECOVERY (1959)
 QR0693
 QR0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QR0693'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QR0693'CONDITION.
 QR0693'
 QR0693'THE AZIMUTH MARK IS ABOUT 0.45 MILE NORTH OF THE EAST-WEST
 QR0693'ROAD INSTEAD OF 0.5 MILE AS ORIGINALLY DESCRIBED.
 QR0693'
 QR0693'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM VENTURIA
 QR0693'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0768 ***********************************************************************
 OS0768  DESIGNATION -  DOKA
 OS0768  PID         -  OS0768
 OS0768  STATE/COUNTY-  SD/JACKSON
 OS0768  COUNTRY     -  US
 OS0768  USGS QUAD   -  KADOKA (2017)
 OS0768
 OS0768                         *CURRENT SURVEY CONTROL
 OS0768  ______________________________________________________________________
 OS0768* NAD 83(1996) POSITION- 43 45 24.83117(N) 101 31 57.96963(W)   ADJUSTED
 OS0768* NAVD 88 ORTHO HEIGHT -   724.    (meters)     2375.    (feet) SCALED
 OS0768  ______________________________________________________________________
 OS0768  GEOID HEIGHT    -        -21.491 (meters)                     GEOID18
 OS0768  LAPLACE CORR    -         -9.49  (seconds)                    DEFLEC18
 OS0768  HORZ ORDER      -  FIRST
 OS0768
 OS0768.The horizontal coordinates were established by classical geodetic methods
 OS0768.and adjusted by the National Geodetic Survey in January 1998.
 OS0768
 OS0768.The orthometric height was scaled from a topographic map.
 OS0768
 OS0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0768.GEOID18 height accuracy estimate available here.
 OS0768
 OS0768.Click photographs - Photos may exist for this station.
 OS0768
 OS0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0768
 OS0768. The following values were computed from the NAD 83(1996) position.
 OS0768
 OS0768;                    North         East     Units Scale Factor Converg.
 OS0768;SPC SD S     -   158,843.454   503,417.943   MT  0.99990978   -0 49 38.8
 OS0768;SPC SD S     -   521,138.90  1,651,630.37   sFT  0.99990978   -0 49 38.8
 OS0768;UTM  14      - 4,847,990.342   296,107.201   MT  1.00011136   -1 45 08.2
 OS0768
 OS0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0768!SPC SD S     -   0.99988978  x   0.99990978  =   0.99979957
 OS0768!UTM  14      -   0.99988978  x   1.00011136  =   1.00000113
 OS0768
 OS0768:                Primary Azimuth Mark                     Grid Az
 OS0768:SPC SD S     -  DOKA AZ MK                               321 44 38.8
 OS0768:UTM  14      -  DOKA AZ MK                               322 40 08.2
 OS0768
 OS0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9610747990(NAD 83)
 OS0768
 OS0768|---------------------------------------------------------------------|
 OS0768| PID    Reference Object                     Distance      Geod. Az  |
 OS0768|                                                           dddmmss.s |
 OS0768| CP9176 DOKA RM 1                             8.766 METERS 04736     |
 OS0768| CP9175 DOKA AZ MK                                         3205500.0 |
 OS0768| CP9177 DOKA RM 2                            10.153 METERS 33657     |
 OS0768|---------------------------------------------------------------------|
 OS0768
 OS0768                          SUPERSEDED SURVEY CONTROL
 OS0768
 OS0768  NAD 83(1995)-  43 45 24.82418(N)    101 31 57.97323(W) AD(       ) 1
 OS0768  NAD 83(1986)-  43 45 24.82567(N)    101 31 57.97511(W) AD(       ) 1
 OS0768  NAD 27      -  43 45 24.84370(N)    101 31 56.45590(W) AD(       ) 1
 OS0768
 OS0768.Superseded values are not recommended for survey control.
 OS0768
 OS0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0768.See file dsdata.pdf to determine how the superseded data were derived.
 OS0768
 OS0768_MARKER: DS = TRIANGULATION STATION DISK
 OS0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0768_STAMPING: DOKA 1936
 OS0768_MARK LOGO: CGS
 OS0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0768+STABILITY: SURFACE MOTION
 OS0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0768+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 OS0768
 OS0768  HISTORY     - Date     Condition        Report By
 OS0768  HISTORY     - 1936     MONUMENTED       CGS
 OS0768  HISTORY     - 20050607 GOOD             INDIV
 OS0768
 OS0768                          STATION DESCRIPTION
 OS0768
 OS0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0768'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PASTURE HILL (50
 OS0768'YARDS IN DIAMETER), 7.0 MILES BY ROAD SOUTH BY WEST OF KADOKA,
 OS0768'1.0 MILE NORTHWEST OF STATE HIGHWAY BRIDGE OVER THE WHITE RIVER,
 OS0768'AND 0.5 MILE NORTH OF A BEND IN THE WHITE RIVER.  STATION IS
 OS0768'LOCATED ON THE SOUTHWEST SIDE OF THE HILL, ABOUT 18 FEET FROM
 OS0768'THE EDGE OF THE SLOPE.  IT IS A 1-FOOT SQUARE CONCRETE POST,
 OS0768'PROJECTING 5 INCHES.
 OS0768'
 OS0768'TO REACH FROM KADOKA, GO 0.5 MILE WEST OF TOWN TO THE JUNCTION
 OS0768'OF U.S. HIGHWAY 16 AND STATE HIGHWAYS 40 AND 73, TURN SOUTH ON
 OS0768'STATE 73 (LEFT) AND GO 5.7 MILES TO A BOARD GATE IN THE WEST
 OS0768'RIGHT-OF-WAY FENCE.  THIS POINT IS 1.0 MILE NORTH OF BRIDGE OVER
 OS0768'THE WHITE RIVER, AND 0.15 MILE SOUTH OF A CONCRETE BRIDGE OVER A
 OS0768'CREEK.  TURN WEST (RIGHT) THROUGH THE GATE, AND FOLLOW THE ROAD
 OS0768'WESTWARD FOR 0.6 MILE WHERE THE ROAD BENDS NORTH.  HERE TURN
 OS0768'EAST (LEFT) (SOUTH BY EAST) ALONG THE POINT OF THE RIDGE FOR
 OS0768'0.4 MILE TO THE STATION.
 OS0768'
 OS0768'REFERENCE MARK NO. 1 IS 28.76 FEET NORTH OF THE STATION, 1-FOOT
 OS0768'SQUARE, PROJECTING 4 INCHES.
 OS0768'
 OS0768'REFERENCE MARK NO. 2 IS 33.31 FEET WEST OF THE STATION.  IT IS
 OS0768'A 1-FOOT SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OS0768'
 OS0768'DISTANCE OF REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 OS0768'36.05 FEET.
 OS0768'
 OS0768'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE NORTHWEST OF THE
 OS0768'STATION, 23.3 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  IT
 OS0768'IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING 5 INCHES.  TO REACH
 OS0768'THE AZIMUTH MARK FROM THE STATION, TAKE THE CATTLE TRAIL BACK TO
 OS0768'THE ROAD 0.4 MILE TO THE MARK.
 OS0768'
 OS0768'STATIONS NANCY, KODAK, AND WETA ARE VISIBLE FROM THE GROUND.
 OS0768'
 OS0768'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0768'BRONZE DISKS SET IN CONCRETE.
 OS0768
 OS0768                          STATION RECOVERY (2005)
 OS0768
 OS0768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RWF)
 OS0768'RM1 AND RM2 FOUND STILL GOOD. AZ MK NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0592 ***********************************************************************
 PS0592  DESIGNATION -  DOLAND CATHOLIC CHURCH CROSS
 PS0592  PID         -  PS0592
 PS0592  STATE/COUNTY-  SD/SPINK
 PS0592  COUNTRY     -  US
 PS0592  USGS QUAD   -  DOLAND (2017)
 PS0592
 PS0592                         *CURRENT SURVEY CONTROL
 PS0592  ______________________________________________________________________
 PS0592* NAD 83(1996) POSITION- 44 53 49.73694(N) 098 06 17.39530(W)   ADJUSTED
 PS0592  ______________________________________________________________________
 PS0592  GEOID HEIGHT    -        -24.447 (meters)                     GEOID18
 PS0592  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 PS0592  HORZ ORDER      -  THIRD
 PS0592
 PS0592.The horizontal coordinates were established by classical geodetic methods
 PS0592.and adjusted by the National Geodetic Survey in January 1998.
 PS0592
 PS0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0592.GEOID18 height accuracy estimate available here.
 PS0592
 PS0592.Click photographs - Photos may exist for this station.
 PS0592
 PS0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0592
 PS0592. The following values were computed from the NAD 83(1996) position.
 PS0592
 PS0592;                    North         East     Units Scale Factor Converg.
 PS0592;SPC SD N     -   119,965.419   749,672.842   MT  0.99994271   +1 20 28.6
 PS0592;SPC SD N     -   393,586.55  2,459,551.65   sFT  0.99994271   +1 20 28.6
 PS0592;UTM  14      - 4,971,914.808   570,679.053   MT  0.99966143   +0 37 54.7
 PS0592
 PS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7067971914(NAD 83)
 PS0592
 PS0592                          SUPERSEDED SURVEY CONTROL
 PS0592
 PS0592  NAD 83(1986)-  44 53 49.73708(N)    098 06 17.38569(W) AD(       ) 3
 PS0592  NAD 27      -  44 53 49.84000(N)    098 06 16.07000(W) AD(       ) 3
 PS0592
 PS0592.Superseded values are not recommended for survey control.
 PS0592
 PS0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0592.See file dsdata.pdf to determine how the superseded data were derived.
 PS0592
 PS0592_MARKER: 91 = CHURCH CROSS
 PS0592
 PS0592  HISTORY     - Date     Condition        Report By
 PS0592  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0592
 PS0592                          STATION DESCRIPTION
 PS0592
 PS0592'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0593 ***********************************************************************
 PS0593  DESIGNATION -  DOLAND HIGH SCHOOL FLAG
 PS0593  PID         -  PS0593
 PS0593  STATE/COUNTY-  SD/SPINK
 PS0593  COUNTRY     -  US
 PS0593  USGS QUAD   -  DOLAND (2017)
 PS0593
 PS0593                         *CURRENT SURVEY CONTROL
 PS0593  ______________________________________________________________________
 PS0593* NAD 83(1996) POSITION- 44 53 50.40289(N) 098 06 10.77114(W)   ADJUSTED
 PS0593  ______________________________________________________________________
 PS0593  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 PS0593  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 PS0593  HORZ ORDER      -  THIRD
 PS0593
 PS0593.The horizontal coordinates were established by classical geodetic methods
 PS0593.and adjusted by the National Geodetic Survey in January 1998.
 PS0593
 PS0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0593.GEOID18 height accuracy estimate available here.
 PS0593
 PS0593.Click photographs - Photos may exist for this station.
 PS0593
 PS0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0593
 PS0593. The following values were computed from the NAD 83(1996) position.
 PS0593
 PS0593;                    North         East     Units Scale Factor Converg.
 PS0593;SPC SD N     -   119,989.373   749,817.653   MT  0.99994270   +1 20 33.3
 PS0593;SPC SD N     -   393,665.13  2,460,026.75   sFT  0.99994270   +1 20 33.3
 PS0593;UTM  14      - 4,971,936.961   570,824.109   MT  0.99966168   +0 37 59.4
 PS0593
 PS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7082471936(NAD 83)
 PS0593
 PS0593                          SUPERSEDED SURVEY CONTROL
 PS0593
 PS0593  NAD 83(1986)-  44 53 50.40300(N)    098 06 10.76136(W) AD(       ) 3
 PS0593  NAD 27      -  44 53 50.50000(N)    098 06 09.45000(W) AD(       ) 3
 PS0593
 PS0593.Superseded values are not recommended for survey control.
 PS0593
 PS0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0593.See file dsdata.pdf to determine how the superseded data were derived.
 PS0593
 PS0593_MARKER: 83 = FLAGSTAFF
 PS0593
 PS0593  HISTORY     - Date     Condition        Report By
 PS0593  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0593
 PS0593                          STATION DESCRIPTION
 PS0593
 PS0593'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0594 ***********************************************************************
 PS0594  DESIGNATION -  DOLAND MUNICIPAL TANK
 PS0594  PID         -  PS0594
 PS0594  STATE/COUNTY-  SD/SPINK
 PS0594  COUNTRY     -  US
 PS0594  USGS QUAD   -  DOLAND (2017)
 PS0594
 PS0594                         *CURRENT SURVEY CONTROL
 PS0594  ______________________________________________________________________
 PS0594* NAD 83(1996) POSITION- 44 53 46.15057(N) 098 06 03.27871(W)   ADJUSTED
 PS0594  ______________________________________________________________________
 PS0594  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 PS0594  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 PS0594  HORZ ORDER      -  THIRD
 PS0594
 PS0594.The horizontal coordinates were established by classical geodetic methods
 PS0594.and adjusted by the National Geodetic Survey in January 1998.
 PS0594
 PS0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0594.GEOID18 height accuracy estimate available here.
 PS0594
 PS0594.Click photographs - Photos may exist for this station.
 PS0594
 PS0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0594
 PS0594. The following values were computed from the NAD 83(1996) position.
 PS0594
 PS0594;                    North         East     Units Scale Factor Converg.
 PS0594;SPC SD N     -   119,862.004   749,985.068   MT  0.99994276   +1 20 38.6
 PS0594;SPC SD N     -   393,247.26  2,460,576.01   sFT  0.99994276   +1 20 38.6
 PS0594;UTM  14      - 4,971,807.565   570,989.888   MT  0.99966197   +0 38 04.7
 PS0594
 PS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7098971807(NAD 83)
 PS0594
 PS0594                          SUPERSEDED SURVEY CONTROL
 PS0594
 PS0594  NAD 83(1986)-  44 53 46.15064(N)    098 06 03.26888(W) AD(       ) 3
 PS0594  NAD 27      -  44 53 46.24000(N)    098 06 01.92400(W) AD(       ) 3
 PS0594
 PS0594.Superseded values are not recommended for survey control.
 PS0594
 PS0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0594.See file dsdata.pdf to determine how the superseded data were derived.
 PS0594
 PS0594_MARKER: 53 = ELEVATED TANK
 PS0594
 PS0594  HISTORY     - Date     Condition        Report By
 PS0594  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0594
 PS0594                          STATION DESCRIPTION
 PS0594
 PS0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0594'THIS STATION IS THE CENTER OF THE DOLAND MUNICIPAL WATER TANK.
 PS0594'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP WITH
 PS0594'A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR LEGS AND HAS A
 PS0594'PLATFORM AT THE TOP OF THE LEGS.  IT HAS A 4-FOOT DIAMETER STEEL
 PS0594'HOUSING AROUND THE FEED PIPE.  THE FEED PIPE HOUSING, LEGS AND
 PS0594'PLATFORM ARE PAINTED BLACK AND THE BOWL IS PAINTED SILVER.
 PS0594'THE TAN IS LETTERED DOLAND ON THE SW SIDE.  IT IS ABOUT 125
 PS0594'FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1920.
 PS0594'
 PS0594'THE TANK IS IN THE NORTHEASTERN PART OF DOLAND, ABOUT 225 FEET E
 PS0594'OF THE MAIN STREET OF TOWN AND ABOUT 100 FEET N OF THE SECOND
 PS0594'STREET N OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK.
 PS0594'
 PS0594'THE STATION WAS OBSERVED FROM CLARK, DOLAND, RICHLAND, ANTELOPE,
 PS0594'LINCOLN, AND HARMONY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0595 ***********************************************************************
 PS0595  DESIGNATION -  DOLAND RESET
 PS0595  PID         -  PS0595
 PS0595  STATE/COUNTY-  SD/SPINK
 PS0595  COUNTRY     -  US
 PS0595  USGS QUAD   -  DOLAND SE (2017)
 PS0595
 PS0595                         *CURRENT SURVEY CONTROL
 PS0595  ______________________________________________________________________
 PS0595* NAD 83(1996) POSITION- 44 51 49.73643(N) 098 01 05.08698(W)   ADJUSTED
 PS0595* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 PS0595  ______________________________________________________________________
 PS0595  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 PS0595  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 PS0595  HORZ ORDER      -  FIRST
 PS0595
 PS0595.The horizontal coordinates were established by classical geodetic methods
 PS0595.and adjusted by the National Geodetic Survey in January 1998.
 PS0595
 PS0595.The orthometric height was scaled from a topographic map.
 PS0595
 PS0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0595.GEOID18 height accuracy estimate available here.
 PS0595
 PS0595.Click photographs - Photos may exist for this station.
 PS0595
 PS0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0595
 PS0595. The following values were computed from the NAD 83(1996) position.
 PS0595
 PS0595;                    North         East     Units Scale Factor Converg.
 PS0595;SPC SD N     -   116,426.467   756,613.529   MT  0.99994443   +1 24 09.7
 PS0595;SPC SD N     -   381,975.83  2,482,322.89   sFT  0.99994443   +1 24 09.7
 PS0595;UTM  14      - 4,968,291.159   577,573.471   MT  0.99967400   +0 41 33.7
 PS0595
 PS0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0595!SPC SD N     -   0.99993685  x   0.99994443  =   0.99988128
 PS0595!UTM  14      -   0.99993685  x   0.99967400  =   0.99961087
 PS0595
 PS0595:                Primary Azimuth Mark                     Grid Az
 PS0595:SPC SD N     -  DOLAND AZ MK                             000 47 03.0
 PS0595:UTM  14      -  DOLAND AZ MK                             001 29 39.0
 PS0595
 PS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7757368291(NAD 83)
 PS0595
 PS0595|---------------------------------------------------------------------|
 PS0595| PID    Reference Object                     Distance      Geod. Az  |
 PS0595|                                                           dddmmss.s |
 PS0595| CO5577 DOLAND AZ MK                                       0021112.7 |
 PS0595| CO5578 DOLAND RM 1                          32.190 METERS 00537     |
 PS0595| PR0932 RAYMOND MUNICIPAL TANK              APPROX. 8.1 KM 0491801.9 |
 PS0595| PR0930 CLARK BOR SHORTWAVE RAD MAST        APPROX.17.2 KM 0843415.0 |
 PS0595| CO5579 DOLAND RM 2                          27.850 METERS 26044     |
 PS0595| CO5580 DOLAND RM 3                          25.055 METERS 26119     |
 PS0595| PS0594 DOLAND MUNICIPAL TANK               APPROX. 7.5 KM 2984801.2 |
 PS0595| PS0593 DOLAND HIGH SCHOOL FLAG             APPROX. 7.7 KM 2990410.1 |
 PS0595|---------------------------------------------------------------------|
 PS0595
 PS0595                          SUPERSEDED SURVEY CONTROL
 PS0595
 PS0595  NAD 83(1986)-  44 51 49.73586(N)    098 01 05.07623(W) AD(       ) 1
 PS0595  NAD 27      -  44 51 49.84000(N)    098 01 03.76200(W) AD(       ) 1
 PS0595
 PS0595.Superseded values are not recommended for survey control.
 PS0595
 PS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0595.See file dsdata.pdf to determine how the superseded data were derived.
 PS0595
 PS0595_MARKER: DS = TRIANGULATION STATION DISK
 PS0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0595_STAMPING: DOLAND 1935
 PS0595_MARK LOGO: CGS
 PS0595_PROJECTION: RECESSED 25 CENTIMETERS
 PS0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0595+STABILITY: SURFACE MOTION
 PS0595
 PS0595  HISTORY     - Date     Condition        Report By
 PS0595  HISTORY     - 1935     MONUMENTED       CGS
 PS0595  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PS0595  HISTORY     - 1971     GOOD             USGS
 PS0595  HISTORY     - 1972     GOOD             NGS
 PS0595
 PS0595                          STATION DESCRIPTION
 PS0595
 PS0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0595'THIS STATION IS LOCATED IN THE SE CORNER OF SEC. 10, T 116 N,
 PS0595'R 60 W, RICHFIELD TOWNSHIP, 4 MILES E AND 2 MILES S OF DOLAND,
 PS0595'1-1/2 MILES W OF THE CLARK-SPINK COUNTY LINE, 2 MILES S OF
 PS0595'U.S. HIGHWAY 212 AND 4 MILES E OF S.DAK. 37, IN THE SE CORNER
 PS0595'OF A CULTIVATED FIELD, 61 FEET NW OF THE CENTER OF THE CROSSROADS
 PS0595'AND SECTION CORNER, 18 FEET NW OF THE RIGHT-OF-WAY FENCE
 PS0595'CORNER, 47 FEET N OF THE CENTER LINE OF THE ROAD AND 15 FEET
 PS0595'N OF THE RIGHT-OF-WAY FENCE, 42 FEET W OF THE CENTER LINE
 PS0595'OF THE ROAD AND 12 FEET W OF THE RIGHT-OF-WAY FENCE, ABOUT
 PS0595'150 YARDS NW OF THE HOME OF MR. JOHN CONNER AND ON LAND
 PS0595'OWNED BY MR. CONNER.  THE MARK PROJECTS 6 INCHES.
 PS0595'
 PS0595'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0595'BRONZE DISKS SET IN CONCRETE.
 PS0595'
 PS0595'REFERENCE MARK NO. 1 IS N OF THE STATION, 33 FEET W OF THE
 PS0595'CENTER LINE OF THE ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE
 PS0595'AND PROJECTS 12 INCHES.  REFERENCE MARK NO. 2 IS W OF THE
 PS0595'STATION, 30 FEET N OF THE CENTER LINE OF THE ROAD, 1 FOOT N
 PS0595'OF THE RIGHT-OF-WAY FENCE LINE AND PROJECTS 10 INCHES.
 PS0595'
 PS0595'THE AZIMUTH MARK IS N OF THE STATION, AT THE TOP OF A SLIGHT
 PS0595'RISE IN THE ROAD, 33 FEET E OF THE CENTER LINE OF THE ROAD,
 PS0595'1 FOOT W OF THE RIGHT-OF-WAY FENCE AND PROJECTS 6 INCHES.
 PS0595'
 PS0595'THE STATION IS REACHED FROM THE E JUNCTION OF U.S. HIGHWAY
 PS0595'212 AND S.DAK. 37, S OF THE RAILROAD TRACKS IN DOLAND, BY
 PS0595'GOING E ON U.S. HIGHWAY 212 FOR 4.0 MILES TO A SIDE ROAD
 PS0595'RIGHT, JUST AFTER PASSING TELEPHONE POLE NO. 17-495.  THIS
 PS0595'SIDE ROAD IS ALSO 1-1/2 MILES W OF THE CLARK-SPINK COUNTY
 PS0595'LINE ON U.S. HIGHWAY 212.  GO S ON THIS GRADED DIRT ROAD FOR
 PS0595'2.0 MILES TO CROSS ROAD AND STATION ON THE RIGHT.
 PS0595'
 PS0595'LIGHTS 74 FEET ABOVE ANTELOPE, 74 FEET ABOVE LINCOLN, 74 FEET
 PS0595'ABOVE HARMONY, 74 FEET ABOVE CLARK, 74 FEET ABOVE DARLINGTON,
 PS0595'AND 6 FEET ABOVE RICHLAND ARE VISIBLE FROM THE GROUND.
 PS0595'
 PS0595'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 PS0595
 PS0595                          STATION RECOVERY (1952)
 PS0595
 PS0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PS0595'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PS0595'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR A DISCREPANCY
 PS0595'FOUND IN THE DIRECTION TO REFERENCE MARK 1.  THE STATION MARK
 PS0595'WAS LOWERED TO TEN INCHES BELOW THE SURFACE OF THE GROUND
 PS0595'BY THIS PARTY.
 PS0595'
 PS0595'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PS0595
 PS0595                          STATION RECOVERY (1971)
 PS0595
 PS0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLH)
 PS0595'THIS STATION IS LOCATED IN THE SE CORNER OF A HAY MEADOW,
 PS0595'60 FEET NW OF THE CENTER OF THE CROSSROADS AND SECTION CORNER,
 PS0595'14.6 FT. NW OF THE R-O-W FENCE CORNER, 46.8 FT. N. OF THE
 PS0595'CENTERLINE OF THE ROAD, AND 12.7 FT. N. OF THE FENCE, 40.5 FT.
 PS0595'WEST OF THE CENTERLINE OF THE ROAD AND 6.5 FT. W OF THE FENCE.
 PS0595'THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND.  R.M.
 PS0595'1 IS O.K.  IT IS 33 FT. W. OF THE CENTERLINE OF THE ROAD,
 PS0595'AND 2 FT. E. OF THE FENCE.  R.M. 2 WAS NOT FOUND.
 PS0595
 PS0595                          STATION RECOVERY (1972)
 PS0595
 PS0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PS0595'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 PS0595'WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  A
 PS0595'DIFFERENCE OF 10 MINUTES AND 21 SECONDS WAS FOUND IN THE DIRECTION
 PS0595'TO REFERENCE MARK NO. 1, THE DISTANCE CHECKED GOOD, THE MARK
 PS0595'IS AT THE TOP OF THE DITCH BACKSLOPE BUT DOES NOT APPEAR TO
 PS0595'HAVE BEEN DISTURBED.  REFERENCE MARK NO. 2 WAS NOT FOUND,
 PS0595'IT APPARENTLY WAS GRADED OUT DURING ROAD IMPROVEMENTS.
 PS0595'REFERENCE MARK NO. 3 WAS SET.
 PS0595'
 PS0595'A NEW DESCRIPTION FOLLOWS--
 PS0595'
 PS0595'THE STATION IS LOCATED IN THE SE-1/4, SEC. 10, T116N, R60W,
 PS0595'RICHFIELD TOWNSHIP, ABOUT 5 MILES SOUTHWEST OF RAYMOND, AND
 PS0595'4-1/2 MILES SOUTHEAST OF DOLAND, AT THE EDGE OF A CULTIVATED
 PS0595'FIELD IN THE NORTHWEST CORNER OF A CROSSROAD INTERSECTION,
 PS0595'ON PROPERTY OF MR. JOE P. HOFER WHO LIVES AT THE FARMSTEAD
 PS0595'IN THE SOUTH EAST CORNER OF THE INTERSECTION, ABOUT 150 YARDS
 PS0595'SOUTHEAST OF THE STATION.
 PS0595'
 PS0595'THE STATION MARK IS A STANDARD DISK STAMPED DOLAND 1935 SET
 PS0595'IN A SQUARE CONCRETE MONUMENT 10 INCHES BELOW GROUND SURFACE.
 PS0595'IT IS 45 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 41
 PS0595'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 13 FEET NORTH
 PS0595'OF AN EAST-WEST FENCE AND WIRE GATE, AND 6.5 FEET WEST OF
 PS0595'THE NORTH-SOUTH FENCE.
 PS0595'
 PS0595'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DOLAND NO 1 1935,
 PS0595'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PS0595'IT IS 150 FEET NORTH OF THE EAST-WEST ROAD, 31 FEET WEST OF
 PS0595'THE CENTER OF THE NORTH-SOUTH ROAD, 4.5 FEET EAST OF A FENCE,
 PS0595'AND 1.6 FEET SOUTH OF A METAL WITNESS POST.
 PS0595'
 PS0595'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DOLAND 1935
 PS0595'NO 3 1972, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PS0595'10-INCHES.  IT IS 122 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 PS0595'ROAD, 32 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 1
 PS0595'FOOT SOUTH OF A FENCE, AND 2.0 FEET WEST OF A METAL WITNESS
 PS0595'POST.
 PS0595'
 PS0595'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOLAND 1935, SET
 PS0595'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 PS0595'IS AT THE TOP EDGE OF THE DITCH BACKSLOPE, 33 FEET EAST
 PS0595'OF THE CENTER OF THE GRAVELED ROAD, AND 2.0 FEET SOUTH OF A
 PS0595'METAL WITNESS POST.
 PS0595'
 PS0595'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 PS0595'212 AND THE MAIN STREET IN DOLAND, GO EAST ON U.S. HIGHWAY 212
 PS0595'FOR 4.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 PS0595'1.6 MILES TO A T FENCE TO THE RIGHT, CONTINUE SOUTH 0.15 MILE
 PS0595'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH
 PS0595'0.35 MILE TO THE CROSSROAD INTERSECTION AND THE STATION AS
 PS0595'DESCRIBED.
 PS0595'
 PS0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 PS0595'SE OF DOLAND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0898 ***********************************************************************
 OQ0898  DESIGNATION -  DOLTON HIGHEST RED ELEV C OF 3
 OQ0898  PID         -  OQ0898
 OQ0898  STATE/COUNTY-  SD/TURNER
 OQ0898  COUNTRY     -  US
 OQ0898  USGS QUAD   -  DOLTON (2017)
 OQ0898
 OQ0898                         *CURRENT SURVEY CONTROL
 OQ0898  ______________________________________________________________________
 OQ0898* NAD 83(1996) POSITION- 43 29 22.35951(N) 097 23 11.96154(W)   ADJUSTED
 OQ0898  ______________________________________________________________________
 OQ0898  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 OQ0898  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 OQ0898  HORZ ORDER      -  THIRD
 OQ0898
 OQ0898.The horizontal coordinates were established by classical geodetic methods
 OQ0898.and adjusted by the National Geodetic Survey in January 1998.
 OQ0898
 OQ0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0898.GEOID18 height accuracy estimate available here.
 OQ0898
 OQ0898.Click photographs - Photos may exist for this station.
 OQ0898
 OQ0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0898
 OQ0898. The following values were computed from the NAD 83(1996) position.
 OQ0898
 OQ0898;                    North         East     Units Scale Factor Converg.
 OQ0898;SPC SD S     -   132,672.020   838,287.001   MT  0.99990939   +2 01 58.0
 OQ0898;SPC SD S     -   435,274.79  2,750,279.94   sFT  0.99990939   +2 01 58.0
 OQ0898;UTM  14      - 4,816,444.397   630,453.156   MT  0.99980933   +1 06 37.8
 OQ0898
 OQ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3045316444(NAD 83)
 OQ0898
 OQ0898                          SUPERSEDED SURVEY CONTROL
 OQ0898
 OQ0898  NAD 83(1995)-  43 29 22.35978(N)    097 23 11.94898(W) AD(       ) 3
 OQ0898  NAD 83(1986)-  43 29 22.36571(N)    097 23 11.94575(W) AD(       ) 3
 OQ0898  NAD 27      -  43 29 22.42500(N)    097 23 10.71000(W) AD(       ) 3
 OQ0898  USSD        -  43 29 22.61900(N)    097 23 11.09100(W) AD(       ) 3
 OQ0898
 OQ0898.Superseded values are not recommended for survey control.
 OQ0898
 OQ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0898.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0898
 OQ0898_MARKER: 65 = GRAIN ELEVATOR
 OQ0898
 OQ0898  HISTORY     - Date     Condition        Report By
 OQ0898  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0898  HISTORY     - 1935     GOOD             CGS
 OQ0898
 OQ0898                          STATION DESCRIPTION
 OQ0898
 OQ0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0898'HIGHEST RED ELEVATOR, CENTER OF THREE IS STILL STANDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1128 ***********************************************************************
 PT1128  DESIGNATION -  DOME
 PT1128  PID         -  PT1128
 PT1128  STATE/COUNTY-  SD/HAAKON
 PT1128  COUNTRY     -  US
 PT1128  USGS QUAD   -  MIDLAND (2017)
 PT1128
 PT1128                         *CURRENT SURVEY CONTROL
 PT1128  ______________________________________________________________________
 PT1128* NAD 83(1996) POSITION- 44 00 57.73553(N) 101 09 20.10230(W)   ADJUSTED
 PT1128* NAVD 88 ORTHO HEIGHT -   682.    (meters)     2238.    (feet) SCALED
 PT1128  ______________________________________________________________________
 PT1128  GEOID HEIGHT    -        -22.901 (meters)                     GEOID18
 PT1128  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 PT1128  HORZ ORDER      -  THIRD
 PT1128
 PT1128.The horizontal coordinates were established by classical geodetic methods
 PT1128.and adjusted by the National Geodetic Survey in January 1998.
 PT1128
 PT1128.The orthometric height was scaled from a topographic map.
 PT1128
 PT1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1128.GEOID18 height accuracy estimate available here.
 PT1128
 PT1128.Click photographs - Photos may exist for this station.
 PT1128
 PT1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1128
 PT1128. The following values were computed from the NAD 83(1996) position.
 PT1128
 PT1128;                    North         East     Units Scale Factor Converg.
 PT1128;SPC SD S     -   187,263.110   534,073.805   MT  0.99993092   -0 34 02.0
 PT1128;SPC SD S     -   614,379.05  1,752,207.14   sFT  0.99993092   -0 34 02.0
 PT1128;UTM  14      - 4,875,913.025   327,223.067   MT  0.99996716   -1 29 53.5
 PT1128
 PT1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1128!SPC SD S     -   0.99989659  x   0.99993092  =   0.99982752
 PT1128!UTM  14      -   0.99989659  x   0.99996716  =   0.99986375
 PT1128
 PT1128:                Primary Azimuth Mark                     Grid Az
 PT1128:SPC SD S     -  DOME AZ MK                               351 36 18.7
 PT1128:UTM  14      -  DOME AZ MK                               352 32 10.2
 PT1128
 PT1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2722375913(NAD 83)
 PT1128
 PT1128|---------------------------------------------------------------------|
 PT1128| PID    Reference Object                     Distance      Geod. Az  |
 PT1128|                                                           dddmmss.s |
 PT1128| PT0445 X 73                                 80.682 METERS 05342     |
 PT1128| CP9179 DOME RM 1                            13.808 METERS 10440     |
 PT1128| PT0446 DOME 2                               48.115 METERS 28541     |
 PT1128| CP9180 DOME RM 2                            14.125 METERS 31825     |
 PT1128| CP9178 DOME AZ MK                                         3510216.7 |
 PT1128|---------------------------------------------------------------------|
 PT1128
 PT1128                          SUPERSEDED SURVEY CONTROL
 PT1128
 PT1128  NAD 83(1986)-  44 00 57.72986(N)    101 09 20.10437(W) AD(       ) 3
 PT1128  NAD 27      -  44 00 57.77600(N)    101 09 18.59100(W) AD(       ) 3
 PT1128
 PT1128.Superseded values are not recommended for survey control.
 PT1128
 PT1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1128.See file dsdata.pdf to determine how the superseded data were derived.
 PT1128
 PT1128_MARKER: DS = TRIANGULATION STATION DISK
 PT1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1128_STAMPING: DOME 1952
 PT1128_MARK LOGO: CGS
 PT1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1128+STABILITY: SURFACE MOTION
 PT1128
 PT1128  HISTORY     - Date     Condition        Report By
 PT1128  HISTORY     - 1952     MONUMENTED       CGS
 PT1128  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PT1128
 PT1128                          STATION DESCRIPTION
 PT1128
 PT1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1128'THE STATION IS IN SECTION 30, T. 1 N, R 25 E, ON A DOME SHAPED
 PT1128'HILL, ABOUT 4 MILES SOUTH OF MIDLAND AND 232 FEET WEST OF THE
 PT1128'CENTER OF A GRAVELED ROAD.
 PT1128'
 PT1128'TO REACH THE STATION FOR THE INTERSECTION OF THE MAIN STREET
 PT1128'AND A CROSS ROAD 1 BLOCK WEST OF THE BANK IN MIDLAND, GO SOUTH
 PT1128'ON THE MAIN GRAVELED ROAD FOR 3.8 MILES TO THE AZIMUTH MARK ON
 PT1128'THE RIGHT AS DESCRIBED BELOW, CONTINUE SOUTHERLY ON THE GRAVELED
 PT1128'ROAD FOR 0.4 MILE TO A DOME SHAPED HILL ON THE RIGHT AND THE
 PT1128'STATION AS DESCRIBED.
 PT1128'
 PT1128'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DOME
 PT1128'1952.
 PT1128'
 PT1128'REFERENCE MARK 1 IS 187 FEET WEST OF THE CENTER OF THE GRAVELED
 PT1128'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DOME
 PT1128'NO 1 1952.
 PT1128'
 PT1128'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED DOME
 PT1128'NO 2 1952.
 PT1128'
 PT1128'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTER OF THE GRAVELED
 PT1128'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1128'DOME 1952.
 PT1128'
 PT1128'A TRAVERSE MEASUREMENT WAS MADE TO U.S. COAST AND GEODETIC
 PT1128'SURVEY BENCH MARK X 75 1934.  IT IS 38 FEET WEST OF THE CENTER OF
 PT1128'THE GRAVELED ROAD, 25 FEET SOUTH OF THE CENTER OF THE GATE
 PT1128'ENTRANCE AND 4 FEET WEST OF A WIRE FENCE.  THE MARK IS A
 PT1128'STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK, SET
 PT1128'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, PROJECTING 6
 PT1128'INCHES AND THE DISK IS STAMPED X 75 1934.
 PT1128'
 PT1128'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1128
 PT1128                          STATION RECOVERY (1962)
 PT1128
 PT1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PT1128'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 PT1128'WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.
 PT1128'
 PT1128'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE DESTROYED THIS
 PT1128'DATE AS DIRECTED BY THE KANSAS CITY DISTRICT OFFICE ON REQUEST OF
 PT1128'MR. CHESTER L. MURRAY, RESIDENT ENGINEER, DEPARTMENT OF HIGHWAYS.
 PT1128'
 PT1128'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DOME 2.
 PT1128'
 PT1128'THE AZIMUTH MARK WAS NOT DISTURBED AND SERVES AS THE AZIMUTH
 PT1128'MARK FOR DOME 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0932 ***********************************************************************
 QS0932  DESIGNATION -  DOME
 QS0932  PID         -  QS0932
 QS0932  STATE/COUNTY-  SD/CORSON
 QS0932  COUNTRY     -  US
 QS0932  USGS QUAD   -  MORRISTOWN (2017)
 QS0932
 QS0932                         *CURRENT SURVEY CONTROL
 QS0932  ______________________________________________________________________
 QS0932* NAD 83(1996) POSITION- 45 53 42.50133(N) 101 37 39.15764(W)   ADJUSTED
 QS0932* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 QS0932  ______________________________________________________________________
 QS0932  GEOID HEIGHT    -        -19.963 (meters)                     GEOID18
 QS0932  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 QS0932  HORZ ORDER      -  SECOND
 QS0932
 QS0932.The horizontal coordinates were established by classical geodetic methods
 QS0932.and adjusted by the National Geodetic Survey in January 1998.
 QS0932
 QS0932.The orthometric height was scaled from a topographic map.
 QS0932
 QS0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0932.GEOID18 height accuracy estimate available here.
 QS0932
 QS0932.Click photographs - Photos may exist for this station.
 QS0932
 QS0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0932
 QS0932. The following values were computed from the NAD 83(1996) position.
 QS0932
 QS0932;                    North         East     Units Scale Factor Converg.
 QS0932;SPC SD N     -   230,395.950   473,689.614   MT  1.00004778   -1 09 06.7
 QS0932;SPC SD N     -   755,890.71  1,554,096.68   sFT  1.00004778   -1 09 06.7
 QS0932;UTM  14      - 5,085,754.226   296,161.351   MT  1.00011083   -1 53 14.6
 QS0932
 QS0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0932!SPC SD N     -   0.99988596  x   1.00004778  =   0.99993374
 QS0932!UTM  14      -   0.99988596  x   1.00011083  =   0.99999678
 QS0932
 QS0932:                Primary Azimuth Mark                     Grid Az
 QS0932:SPC SD N     -  DOME AZ MK                               065 00 45.3
 QS0932:UTM  14      -  DOME AZ MK                               065 44 53.2
 QS0932
 QS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9616185754(NAD 83)
 QS0932
 QS0932|---------------------------------------------------------------------|
 QS0932| PID    Reference Object                     Distance      Geod. Az  |
 QS0932|                                                           dddmmss.s |
 QS0932| CQ8247 DOME AZ MK                                         0635138.6 |
 QS0932| QS0927 WATAUGA EQUITY EXCH ELEV S GAB      APPROX. 7.2 KM 0655323.8 |
 QS0932| CQ8248 DOME RM 1                            10.986 METERS 09339     |
 QS0932| CQ8249 DOME RM 2                            11.202 METERS 18426     |
 QS0932|---------------------------------------------------------------------|
 QS0932
 QS0932                          SUPERSEDED SURVEY CONTROL
 QS0932
 QS0932  NAD 83(1986)-  45 53 42.49287(N)    101 37 39.15471(W) AD(       ) 2
 QS0932  NAD 27      -  45 53 42.48100(N)    101 37 37.68300(W) AD(       ) 2
 QS0932
 QS0932.Superseded values are not recommended for survey control.
 QS0932
 QS0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0932.See file dsdata.pdf to determine how the superseded data were derived.
 QS0932
 QS0932_MARKER: DS = TRIANGULATION STATION DISK
 QS0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0932_STAMPING: DOME 1952
 QS0932_MARK LOGO: CGS
 QS0932_PROJECTION: FLUSH
 QS0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0932+STABILITY: SURFACE MOTION
 QS0932
 QS0932  HISTORY     - Date     Condition        Report By
 QS0932  HISTORY     - 1952     MONUMENTED       CGS
 QS0932
 QS0932                          STATION DESCRIPTION
 QS0932
 QS0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0932'THE STATION IS IN SECTION 3, T 22 N, R 20 E, 4-1/2 MILES EAST
 QS0932'AND 2-1/2 MILES SOUTH OF MORRISTOWN, 4-1/2 MILES WEST AND 1-1/2
 QS0932'MILES SOUTH OF WATAUGA, ON A HIGH DOME SHAPED HILL, ON LAND OWNED
 QS0932'BY A MRS. HECK OF LOWA, AND LEASED BY CHARLES DENTON.
 QS0932'
 QS0932'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MORRISTOWN, GO
 QS0932'EAST ON U.S. HIGHWAY 12 FOR 4.7 MILES TO A GRADED DIRT ON THE
 QS0932'RIGHT, TURN RIGHT (SOUTH) CROSS RAILROAD TRACK AND FOLLOW THE MAIN
 QS0932'DIRT ROAD FOR 0.65 MILE, TURN LEFT WITH THE MAIN ROAD FOR 0.55
 QS0932'MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (SOUTH) AND GO FOR
 QS0932'1.6 MILES TO THE FARM HOME OF MR. DENTON ON THE LEFT AND THE
 QS0932'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, TURN RIGHT (WEST)
 QS0932'THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE LAND FOR 0.5 MILE
 QS0932'TO THE HIGHEST POINT AND STATION.
 QS0932'
 QS0932'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 QS0932'DISK IS STAMPED DOME 1952.
 QS0932'
 QS0932'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 QS0932'DISK IS STAMPED DOME NO 1 1952.
 QS0932'
 QS0932'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QS0932'THE DISK IS STAMPED DOME NO 2 1952.
 QS0932'
 QS0932'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF THE GRADED
 QS0932'ROAD, 12 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 7 FEET SOUTH
 QS0932'OF A GATE POST, 2 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 QS0932'POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 QS0932'AND THE DISK IS STAMPED DOME 1952.
 QS0932'
 QS0932'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0446 ***********************************************************************
 PT0446  DESIGNATION -  DOME 2
 PT0446  PID         -  PT0446
 PT0446  STATE/COUNTY-  SD/HAAKON
 PT0446  COUNTRY     -  US
 PT0446  USGS QUAD   -  MIDLAND (2017)
 PT0446
 PT0446                         *CURRENT SURVEY CONTROL
 PT0446  ______________________________________________________________________
 PT0446* NAD 83(1996) POSITION- 44 00 58.15690(N) 101 09 22.18210(W)   NO CHECK
 PT0446* NAVD 88 ORTHO HEIGHT -   679.308 (meters)     2228.70  (feet) ADJUSTED
 PT0446  ______________________________________________________________________
 PT0446  GEOID HEIGHT    -        -22.899 (meters)                     GEOID18
 PT0446  LAPLACE CORR    -         -7.12  (seconds)                    DEFLEC18
 PT0446  DYNAMIC HEIGHT  -        679.110 (meters)     2228.05  (feet) COMP
 PT0446  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 PT0446
 PT0446  HORZ ORDER      -  THIRD
 PT0446  VERT ORDER      -  FIRST     CLASS II
 PT0446
 PT0446.The horizontal coordinates were established by classical geodetic methods
 PT0446.and adjusted by the National Geodetic Survey in January 1998.
 PT0446
 PT0446.No horizontal observational check was made to the station.
 PT0446
 PT0446.The orthometric height was determined by differential leveling and
 PT0446.adjusted by the NATIONAL GEODETIC SURVEY
 PT0446.in June 1991.
 PT0446
 PT0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0446.GEOID18 height accuracy estimate available here.
 PT0446
 PT0446.Click photographs - Photos may exist for this station.
 PT0446
 PT0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0446
 PT0446.The dynamic height is computed by dividing the NAVD 88
 PT0446.geopotential number by the normal gravity value computed on the
 PT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0446.degrees latitude (g = 980.6199 gals.).
 PT0446
 PT0446.The modeled gravity was interpolated from observed gravity values.
 PT0446
 PT0446. The following values were computed from the NAD 83(1996) position.
 PT0446
 PT0446;                    North         East     Units Scale Factor Converg.
 PT0446;SPC SD S     -   187,276.573   534,027.615   MT  0.99993094   -0 34 03.5
 PT0446;SPC SD S     -   614,423.22  1,752,055.60   sFT  0.99993094   -0 34 03.5
 PT0446;UTM  14      - 4,875,927.237   327,177.100   MT  0.99996736   -1 29 55.0
 PT0446
 PT0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0446!SPC SD S     -   0.99989708  x   0.99993094  =   0.99982803
 PT0446!UTM  14      -   0.99989708  x   0.99996736  =   0.99986445
 PT0446
 PT0446:                Primary Azimuth Mark                     Grid Az
 PT0446:SPC SD S     -  DOME AZ MK                               355 16 53.7
 PT0446:UTM  14      -  DOME AZ MK                               356 12 45.2
 PT0446
 PT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2717775927(NAD 83)
 PT0446
 PT0446|---------------------------------------------------------------------|
 PT0446| PID    Reference Object                     Distance      Geod. Az  |
 PT0446|                                                           dddmmss.s |
 PT0446| PT1128 DOME                                 48.115 METERS 10541     |
 PT0446| PT0448 DOME 2 RM 3                           9.454 METERS 16125     |
 PT0446| PT0447 DOME 2 RM 4                           9.434 METERS 26357     |
 PT0446| CP9178 DOME AZ MK                                         3544250.2 |
 PT0446|---------------------------------------------------------------------|
 PT0446
 PT0446                          SUPERSEDED SURVEY CONTROL
 PT0446
 PT0446  NAD 83(1986)-  44 00 58.15124(N)    101 09 22.18415(W) AD(       ) 3
 PT0446  NAD 27      -  44 00 58.19700(N)    101 09 20.67080(W) AD(       ) 3
 PT0446  NGVD 29 (??/??/??)  678.84   (m)         2227.2    (f) RESET       3  
 PT0446  NGVD 29             678.84   (m)         2227.2    (f) LEVELING    3  
 PT0446
 PT0446.Superseded values are not recommended for survey control.
 PT0446
 PT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0446.See file dsdata.pdf to determine how the superseded data were derived.
 PT0446
 PT0446_MARKER: DS = TRIANGULATION STATION DISK
 PT0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0446_STAMPING: DOME 2 1962
 PT0446_MARK LOGO: CGS
 PT0446_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0446+STABILITY: SURFACE MOTION
 PT0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0446+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0446
 PT0446  HISTORY     - Date     Condition        Report By
 PT0446  HISTORY     - 1962     MONUMENTED       CGS
 PT0446  HISTORY     - 1962     GOOD             CGS
 PT0446  HISTORY     - 1985     GOOD             NGS
 PT0446  HISTORY     - 20120605 GOOD             INDIV
 PT0446
 PT0446                          STATION DESCRIPTION
 PT0446
 PT0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PT0446'THIS STATION WAS ESTABLISHED AND LOCATED BY A TRAVERSE CONNECTION
 PT0446'FROM STATION DOME 1952 WHICH WAS DESTROYED THIS DATE DUE TO
 PT0446'HIGHWAY CONSTRUCTION CONSEQUENTLY THE DISTANCES AND MILEAGES
 PT0446'IN THIS DESCRIPTION MAY VARY WHEN THE CONSTRUCTION IS COMPLETE.
 PT0446'
 PT0446'THE STATION IS LOCATED IN SECTION 30, T 1 N, R 25 E, 4 MILES
 PT0446'SOUTH OF MIDLAND, AND ON THE EAST END AND HIGHEST PART OF A SHORT
 PT0446'EAST-WEST RIDGE THAT FORMS THE WEST BANK OF A DEEP HIGHWAY CUT.
 PT0446'
 PT0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT0446'STATE HIGHWAY 63 AT THE NORTHWEST EDGE OF MIDLAND, GO SOUTH ALONG
 PT0446'STATE HIGHWAY 63 (PRESENTLY UNDER CONSTRUCTION) FOR 3.9 MILES TO
 PT0446'THE AZIMUTH MARK AS DESCRIBED BELOW.  CONTINUE SOUTH FOR 0.4
 PT0446'MILE TO A WIRE GATE AT THE NORTHEAST BASE OF THE STATION HILL.
 PT0446'TURN RIGHT, THROUGH GATE, AND GO WESTERLY TO THE TOP OF THE
 PT0446'CUTBANK AND THE STATION.
 PT0446'
 PT0446'THE STATION MARK, A STANDARD DISK STAMPED DOME 2 1962, IS SET
 PT0446'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PT0446'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 400
 PT0446'FEET WEST OF AND APPROXIMATELY 20 FEET HIGHER THAN THE CENTER
 PT0446'OF STATE HIGHWAY 63.
 PT0446'
 PT0446'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOME 2 NO 3 1962
 PT0446'AND SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PT0446'THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 PT0446'
 PT0446'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DOME 2 NO 4 1962 AND
 PT0446'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PT0446'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ON THE SOUTHWEST
 PT0446'SLOPE OF THE RIDGE APPROXIMATELY 18 INCHES LOWER THAN THE
 PT0446'STATION MARK.
 PT0446'
 PT0446'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOME 1952 AND SET
 PT0446'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PT0446'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ON THE SUMMIT OF A
 PT0446'LOW RISE, 75 FEET EAST OF A FENCE, 52 FEET WEST OF THE CENTER OF
 PT0446'THE OLD ROAD AND 3 FEET SOUTH OF A WITNESS POST WITH SIGN.
 PT0446'
 PT0446'THIS AZIMUTH MARK IS THE ORIGINAL FOR STATION DOME 1952.  THE
 PT0446'LOCATION AND STAMPING WAS NOT ALTERED.
 PT0446
 PT0446                          STATION RECOVERY (1962)
 PT0446
 PT0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0446'4.3 MI S FROM MIDLAND.
 PT0446'4.3 MILES SOUTH ALONG STATE HIGHWAY 63, PRESENTLY UNDER CONSTRUCTION,
 PT0446'FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 63 AT
 PT0446'MIDLAND, ABOUT 400 FEET WEST OF AND APPROXIMATELY 20 FEET HIGHER
 PT0446'THAN THE CENTER OF STATE HIGHWAY 63.  IT IS ON THE EAST END
 PT0446'AND HIGHEST PART OF A SHORT EAST-WEST RIDGE THAT FORMS THE WEST
 PT0446'BANK OF A DEEP HIGHWAY CUT.  THE DISK IS SET IN THE TOP OF A
 PT0446'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 PT0446'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 PT0446
 PT0446                          STATION RECOVERY (1985)
 PT0446
 PT0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0446'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.40 KM (3.98
 PT0446'MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF US HIGHWAY 14
 PT0446'AT MIDLAND, IN TOP OF THE HIGHEST PART OF A TALL CUT THROUGH AN
 PT0446'EAST-WEST RIDGE, 121.9 METERS (400 FT) (SLOPE DISTANT) WEST OF THE
 PT0446'HIGHWAY CENTERLINE, 9.4 METERS (31 FT) NORTH-NORTHWEST OF DOME 2 RM 3,
 PT0446'9.4 METERS (31 FT) EAST-NORTHEAST OF DOME 2 RM 4 AND 2.1 METERS (7 FT)
 PT0446'NORTHWEST OF A GUYED POWER POLE ON TOP OF THE RIDGE.
 PT0446'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0446'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 PT0446
 PT0446                          STATION RECOVERY (2012)
 PT0446
 PT0446'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0448 ***********************************************************************
 PT0448  DESIGNATION -  DOME 2 RM 3
 PT0448  PID         -  PT0448
 PT0448  STATE/COUNTY-  SD/HAAKON
 PT0448  COUNTRY     -  US
 PT0448  USGS QUAD   -  MIDLAND (2017)
 PT0448
 PT0448                         *CURRENT SURVEY CONTROL
 PT0448  ______________________________________________________________________
 PT0448* NAD 83(1986) POSITION- 44 00 57.87   (N) 101 09 22.05   (W)   HD_HELD1
 PT0448* NAVD 88 ORTHO HEIGHT -   679.16  (meters)     2228.2   (feet) RESET
 PT0448  ______________________________________________________________________
 PT0448  GEOID HEIGHT    -        -22.900 (meters)                     GEOID18
 PT0448  VERT ORDER      -  THIRD
 PT0448
 PT0448.The horizontal coordinates were determined by differentially corrected
 PT0448.hand held GPS observations or other comparable positioning techniques
 PT0448.and have an estimated accuracy of +/- 3 meters.
 PT0448
 PT0448.The orthometric height was computed from unverified reset data.
 PT0448
 PT0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0448.GEOID18 height accuracy estimate available here.
 PT0448
 PT0448.Click photographs - Photos may exist for this station.
 PT0448
 PT0448;                    North         East    Units  Estimated Accuracy
 PT0448;SPC SD S     -   187,267.7     534,030.5     MT  (+/- 3 meters HH1 GPS) 
 PT0448
 PT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2717975918(NAD 83)
 PT0448
 PT0448                          SUPERSEDED SURVEY CONTROL
 PT0448
 PT0448.No superseded survey control is available for this station.
 PT0448
 PT0448_MARKER: DR = REFERENCE MARK DISK
 PT0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0448_STAMPING: DOME 2 NO 3 1962
 PT0448_MARK LOGO: CGS
 PT0448_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0448+STABILITY: SURFACE MOTION
 PT0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0448+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0448
 PT0448  HISTORY     - Date     Condition        Report By
 PT0448  HISTORY     - 1962     MONUMENTED       CGS
 PT0448  HISTORY     - 1985     GOOD             NGS
 PT0448  HISTORY     - 20120605 GOOD             INDIV
 PT0448
 PT0448                          STATION DESCRIPTION
 PT0448
 PT0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PT0448'4.3 MI S FROM MIDLAND.
 PT0448'4.3 MILES SOUTH ALONG STATE HIGHWAY 63, PRESENTLY UNDER CONSTRUCTION,
 PT0448'FROM THE JUNCTION OF STATE HIGHWAY 63 AND U.S. HIGHWAY 14 AT
 PT0448'MIDLAND, APPROXIMATELY 400 FEET WEST OF AND ABOUT 20 FEET HIGHER
 PT0448'THAN THE CENTER OF STATE HIGHWAY 63.  IT IS ON THE EAST END
 PT0448'AND HIGHEST PART OF A SHORT EAST-WEST RIDGE THAT FORMS THE
 PT0448'WEST BANK OF A DEEP HIGHWAY CUT.  THE DISK IS SET IN THE TOP OF
 PT0448'A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 PT0448'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 PT0448
 PT0448                          STATION RECOVERY (1985)
 PT0448
 PT0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0448'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PT0448'NEW DESCRIPTION FOLLOWS.  6.40 KM (3.98 MI) SOUTH ALONG STATE HIGHWAY
 PT0448'63 FROM THE T JUNCTION OF US HIGHWAY 14 AT MIDLAND, IN TOP OF THE
 PT0448'HIGHEST PART OF A TALL CUT THROUGH AN EAST-WEST RIDGE, 121.9 METERS
 PT0448'(400 FT) (SLOPE DISTANCE) WEST OF THE HIGHWAY CENTERLINE, 9.4 METERS
 PT0448'(31 FT) SOUTHEAST OF DOME 2 RM 4, 9.4 METERS (31 FT) SOUTH-SOUTHEAST
 PT0448'OF DOME 2 AND 7.5 METERS (24.5 FT) SOUTH OF A GUYED POWER POLE.
 PT0448'THE MARK IS 9.8 METERS  SSE FROM  A WITNESS POST
 PT0448'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 PT0448
 PT0448                          STATION RECOVERY (2012)
 PT0448
 PT0448'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0447 ***********************************************************************
 PT0447  DESIGNATION -  DOME 2 RM 4
 PT0447  PID         -  PT0447
 PT0447  STATE/COUNTY-  SD/HAAKON
 PT0447  COUNTRY     -  US
 PT0447  USGS QUAD   -  MIDLAND (2017)
 PT0447
 PT0447                         *CURRENT SURVEY CONTROL
 PT0447  ______________________________________________________________________
 PT0447* NAD 83(1986) POSITION- 44 00 58.12   (N) 101 09 22.60   (W)   HD_HELD1
 PT0447* NAVD 88 ORTHO HEIGHT -   678.75  (meters)     2226.9   (feet) RESET
 PT0447  ______________________________________________________________________
 PT0447  GEOID HEIGHT    -        -22.899 (meters)                     GEOID18
 PT0447  VERT ORDER      -  THIRD
 PT0447
 PT0447.The horizontal coordinates were determined by differentially corrected
 PT0447.hand held GPS observations or other comparable positioning techniques
 PT0447.and have an estimated accuracy of +/- 3 meters.
 PT0447
 PT0447.The orthometric height was computed from unverified reset data.
 PT0447
 PT0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0447.GEOID18 height accuracy estimate available here.
 PT0447
 PT0447.Click photographs - Photos may exist for this station.
 PT0447
 PT0447;                    North         East    Units  Estimated Accuracy
 PT0447;SPC SD S     -   187,275.5     534,018.3     MT  (+/- 3 meters HH1 GPS) 
 PT0447
 PT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2716775926(NAD 83)
 PT0447
 PT0447                          SUPERSEDED SURVEY CONTROL
 PT0447
 PT0447  NGVD 29 (??/??/??)  678.29   (m)         2225.4    (f) RESET       3  
 PT0447
 PT0447.Superseded values are not recommended for survey control.
 PT0447
 PT0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0447.See file dsdata.pdf to determine how the superseded data were derived.
 PT0447
 PT0447_MARKER: DR = REFERENCE MARK DISK
 PT0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0447_STAMPING: DOME 2 NO 4 1962
 PT0447_MARK LOGO: CGS
 PT0447_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0447+STABILITY: SURFACE MOTION
 PT0447
 PT0447  HISTORY     - Date     Condition        Report By
 PT0447  HISTORY     - 1962     MONUMENTED       CGS
 PT0447  HISTORY     - 1985     POOR             NGS
 PT0447
 PT0447                          STATION DESCRIPTION
 PT0447
 PT0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PT0447'4.3 MI S FROM MIDLAND.
 PT0447'4.3 MILES SOUTH ALONG STATE HIGHWAY 63, PRESENTLY UNDER CONSTRUCTION,
 PT0447'FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 63 IN
 PT0447'MIDLAND, APPROXIMATELY 400 FEET WEST OF AND ABOUT 20 FEET HIGHER
 PT0447'THAN THE CENTER OF STATE HIGHWAY 63.  IT IS ON THE EAST END
 PT0447'AND HIGHEST PART OF A SHORT EAST-WEST RIDGE THAT FORMS THE WEST
 PT0447'BANK OF A DEEP HIGHWAY CUT.  THE DISK IS SET IN THE TOP OF A
 PT0447'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 PT0447'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 PT0447
 PT0447                          STATION RECOVERY (1985)
 PT0447
 PT0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0447'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PT0447'NEW DESCRIPTION FOLLOWS.  6.40 KM (3.98 MI) SOUTH ALONG STATE HIGHWAY
 PT0447'63 FROM THE T JUNCTION OF US HIGHWAY 14 AT MIDLAND, IN TOP OF THE
 PT0447'HIGHEST PART OF A TALL CUT THROUGH AN EAST-WEST RIDGE, 121.9 METERS
 PT0447'(400 FT) WEST OF THE HIGHWAY CENTERLINE (SLOPE DISTANT), 14.6 METERS
 PT0447'(48 FT) NORTHWEST OF DOME 2 RM 3, 9.4 METERS (31 FT) WEST-SOUTHWEST OF
 PT0447'DOME 2 AND 10.7 METERS (35 FT) WEST OF A GUYED POWER POLE.
 PT0447'THE MARK IS 9.4 METERS  WSW FROM  A WITNESS POST
 PT0447'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1140 ***********************************************************************
 OR1140  DESIGNATION -  DON
 OR1140  PID         -  OR1140
 OR1140  STATE/COUNTY-  SD/CHARLES MIX
 OR1140  COUNTRY     -  US
 OR1140  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1140
 OR1140                         *CURRENT SURVEY CONTROL
 OR1140  ______________________________________________________________________
 OR1140* NAD 83(1986) POSITION- 43 04 09.     (N) 098 32 38.     (W)   SCALED
 OR1140* NAVD 88 ORTHO HEIGHT -   429.180 (meters)     1408.07  (feet) ADJUSTED
 OR1140  ______________________________________________________________________
 OR1140  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 OR1140  DYNAMIC HEIGHT  -        429.037 (meters)     1407.60  (feet) COMP
 OR1140  MODELED GRAVITY -    980,276.8   (mgal)                       NAVD 88
 OR1140
 OR1140  VERT ORDER      -  FIRST     CLASS II
 OR1140
 OR1140.The horizontal coordinates were scaled from a map and have
 OR1140.an estimated accuracy of +/- 6 seconds.
 OR1140
 OR1140.The orthometric height was determined by differential leveling and
 OR1140.adjusted by the NATIONAL GEODETIC SURVEY
 OR1140.in June 1994.
 OR1140
 OR1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1140.GEOID18 height accuracy estimate available here.
 OR1140
 OR1140.Click photographs - Photos may exist for this station.
 OR1140
 OR1140.The dynamic height is computed by dividing the NAVD 88
 OR1140.geopotential number by the normal gravity value computed on the
 OR1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1140.degrees latitude (g = 980.6199 gals.).
 OR1140
 OR1140.The modeled gravity was interpolated from observed gravity values.
 OR1140
 OR1140;                    North         East    Units  Estimated Accuracy
 OR1140;SPC SD S     -    83,320.      745,730.      MT  (+/- 180 meters Scaled)
 OR1140
 OR1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN371685(NAD 83)
 OR1140
 OR1140                          SUPERSEDED SURVEY CONTROL
 OR1140
 OR1140.No superseded survey control is available for this station.
 OR1140
 OR1140_MARKER: Z = SEE DESCRIPTION
 OR1140_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OR1140_SP_SET: UNSPECIFIED DEEP
 OR1140_MARK LOGO: NONE
 OR1140_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1140_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1140+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1140_ROD/PIPE-DEPTH: 3.7 meters
 OR1140
 OR1140  HISTORY     - Date     Condition        Report By
 OR1140  HISTORY     - UNK      MONUMENTED       USACE
 OR1140  HISTORY     - 19930929 GOOD             NGS
 OR1140  HISTORY     - 20121212 GOOD             INDIV
 OR1140
 OR1140                          STATION DESCRIPTION
 OR1140
 OR1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1140'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1140'STATE HIGHWAY 46 IN PICKSTOWN, 23.6 M (77.4 FT) NORTH OF THE HIGHWAY
 OR1140'CENTERLINE, 21.2 M (69.6 FT) EAST OF THE CENTER OF THE FORT RANDALL
 OR1140'DAM INFORMATION CENTER ENTRANCE ROAD, 7.1 M (23.3 FT) EAST OF A
 OR1140'UTILITY POLE, 0.4 M (1.3 FT) SOUTH OF A STEEL POST, 0.4 M (1.3 FT)
 OR1140'WEST OF A STEEL POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OR1140'NOTE--THE DATUM POINT IS THE TOP OF AN UNSTAMPED METAL PIPE CAP THAT
 OR1140'IS ATTACHED TO A 2-1/2 IN GALVANIZED STEEL PIPE ENCASED IN A 9-INCH
 OR1140'METAL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A LOCKED METAL
 OR1140'COVER.
 OR1140
 OR1140                          STATION RECOVERY (2012)
 OR1140
 OR1140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0837 ***********************************************************************
 PU0837  DESIGNATION -  DONALD
 PU0837  PID         -  PU0837
 PU0837  STATE/COUNTY-  SD/MEADE
 PU0837  COUNTRY     -  US
 PU0837  USGS QUAD   -  FAIRPOINT (2017)
 PU0837
 PU0837                         *CURRENT SURVEY CONTROL
 PU0837  ______________________________________________________________________
 PU0837* NAD 83(1996) POSITION- 44 44 55.48600(N) 102 52 18.07861(W)   ADJUSTED
 PU0837* NAVD 88 ORTHO HEIGHT -   899.800 (meters)     2952.09  (feet) ADJUSTED
 PU0837  ______________________________________________________________________
 PU0837  GEOID HEIGHT    -        -17.528 (meters)                     GEOID18
 PU0837  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 PU0837  DYNAMIC HEIGHT  -        899.586 (meters)     2951.39  (feet) COMP
 PU0837  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 PU0837
 PU0837  HORZ ORDER      -  SECOND
 PU0837  VERT ORDER      -  SECOND    CLASS 0
 PU0837
 PU0837.The horizontal coordinates were established by classical geodetic methods
 PU0837.and adjusted by the National Geodetic Survey in January 1998.
 PU0837
 PU0837.The orthometric height was determined by differential leveling and
 PU0837.adjusted by the NATIONAL GEODETIC SURVEY
 PU0837.in June 1991.
 PU0837
 PU0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0837.GEOID18 height accuracy estimate available here.
 PU0837
 PU0837.Click photographs - Photos may exist for this station.
 PU0837
 PU0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0837
 PU0837.The dynamic height is computed by dividing the NAVD 88
 PU0837.geopotential number by the normal gravity value computed on the
 PU0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0837.degrees latitude (g = 980.6199 gals.).
 PU0837
 PU0837.The modeled gravity was interpolated from observed gravity values.
 PU0837
 PU0837. The following values were computed from the NAD 83(1996) position.
 PU0837
 PU0837;                    North         East     Units Scale Factor Converg.
 PU0837;SPC SD N     -   105,755.286   372,647.446   MT  0.99995297   -2 01 56.7
 PU0837;SPC SD N     -   346,965.47  1,222,594.16   sFT  0.99995297   -2 01 56.7
 PU0837;UTM  13      - 4,957,243.288   668,475.393   MT  0.99994905   +1 29 55.3
 PU0837
 PU0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0837!SPC SD N     -   0.99986169  x   0.99995297  =   0.99981466
 PU0837!UTM  13      -   0.99986169  x   0.99994905  =   0.99981074
 PU0837
 PU0837:                Primary Azimuth Mark                     Grid Az
 PU0837:SPC SD N     -  TABLE TOP                                330 33 42.4
 PU0837:UTM  13      -  TABLE TOP                                327 01 50.4
 PU0837
 PU0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6847557243(NAD 83)
 PU0837
 PU0837|---------------------------------------------------------------------|
 PU0837| PID    Reference Object                     Distance      Geod. Az  |
 PU0837|                                                           dddmmss.s |
 PU0837| PU0838 DONALD RM 2                          15.543 METERS 09753     |
 PU0837| PU2254 TABLE TOP                           APPROX.14.3 KM 3283145.7 |
 PU0837| PU0836 DONALD RM 1                          13.231 METERS 35521     |
 PU0837|---------------------------------------------------------------------|
 PU0837
 PU0837                          SUPERSEDED SURVEY CONTROL
 PU0837
 PU0837  NAD 83(1993)-  44 44 55.47876(N)    102 52 18.07829(W) AD(       ) 2
 PU0837  NAD 83(1986)-  44 44 55.47832(N)    102 52 18.07736(W) AD(       ) 2
 PU0837  NAD 27      -  44 44 55.51710(N)    102 52 16.45230(W) AD(       ) 2
 PU0837  NGVD 29 (??/??/92)  899.333  (m)         2950.56   (f) ADJ UNCH    2 0
 PU0837  NGVD 29             899.33   (m)         2950.6    (f) LEVELING    3  
 PU0837
 PU0837.Superseded values are not recommended for survey control.
 PU0837
 PU0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0837.See file dsdata.pdf to determine how the superseded data were derived.
 PU0837
 PU0837_MARKER: DS = TRIANGULATION STATION DISK
 PU0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0837_STAMPING: DONALD 1962
 PU0837_MARK LOGO: CGS
 PU0837_PROJECTION: FLUSH
 PU0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0837+STABILITY: SURFACE MOTION
 PU0837
 PU0837  HISTORY     - Date     Condition        Report By
 PU0837  HISTORY     - 1962     MONUMENTED       CGS
 PU0837  HISTORY     - 1962     GOOD             CGS
 PU0837
 PU0837                          STATION DESCRIPTION
 PU0837
 PU0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0837'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHEAST OF SULPHUR AND
 PU0837'3.7 MILES WEST OF FAIRPOINT.
 PU0837'
 PU0837'TO REACH FROM THE VILLAGE OF FAIRPOINT GO NORTH ON GRAVELED ROAD
 PU0837'FOR 0.1 MILE TO CROSSROAD.  TURN LEFT WEST ON GRAVELED ROAD FOR
 PU0837'3.7 MILES TO THE STATION ON THE RIGHT.
 PU0837'
 PU0837'STATION MARK IS A STANDARD DISK STAMPED DONALD 1962 SET IN THE
 PU0837'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 PU0837'GROUND.  IT IS 72 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 PU0837'
 PU0837'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DONALD NO 1 1962
 PU0837'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 PU0837'WITH THE GROUND.
 PU0837'
 PU0837'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DONALD NO 2 1962
 PU0837'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 PU0837'WITH THE GROUND.  IT IS 70 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 PU0837'FENCE.
 PU0837
 PU0837                          STATION RECOVERY (1962)
 PU0837
 PU0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0837'3.8 MI W FROM FAIRPOINT.
 PU0837'3.85 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0837'ON A HILL, 143 FEET NORTH OF THE CENTER LINE OF THE ROAD, 72
 PU0837'FEET NORTH OF A FENCE, 73 FEET NORTH OF A WITNESS POST, 44
 PU0837'FEET SOUTH OF REFERENCE MARK NO. 1, 51 FEET WEST-NORTHWEST OF
 PU0837'REFERENCE MARK NO. 2, ABOUT 15 FEET HIGHER THAN THE ROAD AND
 PU0837'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0836 ***********************************************************************
 PU0836  DESIGNATION -  DONALD RM 1
 PU0836  PID         -  PU0836
 PU0836  STATE/COUNTY-  SD/MEADE
 PU0836  COUNTRY     -  US
 PU0836  USGS QUAD   -  FAIRPOINT (2017)
 PU0836
 PU0836                         *CURRENT SURVEY CONTROL
 PU0836  ______________________________________________________________________
 PU0836* NAD 83(1986) POSITION- 44 44 55.91   (N) 102 52 18.13   (W)   HD_HELD1
 PU0836* NAVD 88 ORTHO HEIGHT -   899.970 (meters)     2952.65  (feet) ADJUSTED
 PU0836  ______________________________________________________________________
 PU0836  GEOID HEIGHT    -        -17.528 (meters)                     GEOID18
 PU0836  DYNAMIC HEIGHT  -        899.756 (meters)     2951.95  (feet) COMP
 PU0836  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 PU0836
 PU0836  VERT ORDER      -  SECOND    CLASS 0
 PU0836
 PU0836.The horizontal coordinates were determined by differentially corrected
 PU0836.hand held GPS observations or other comparable positioning techniques
 PU0836.and have an estimated accuracy of +/- 3 meters.
 PU0836
 PU0836.The orthometric height was determined by differential leveling and
 PU0836.adjusted by the NATIONAL GEODETIC SURVEY
 PU0836.in June 1991.
 PU0836
 PU0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0836.GEOID18 height accuracy estimate available here.
 PU0836
 PU0836.Click photographs - Photos may exist for this station.
 PU0836
 PU0836.The dynamic height is computed by dividing the NAVD 88
 PU0836.geopotential number by the normal gravity value computed on the
 PU0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0836.degrees latitude (g = 980.6199 gals.).
 PU0836
 PU0836.The modeled gravity was interpolated from observed gravity values.
 PU0836
 PU0836;                    North         East    Units  Estimated Accuracy
 PU0836;SPC SD N     -   105,768.4     372,646.8     MT  (+/- 3 meters HH1 GPS) 
 PU0836
 PU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6847357256(NAD 83)
 PU0836
 PU0836                          SUPERSEDED SURVEY CONTROL
 PU0836
 PU0836  NGVD 29 (??/??/92)  899.502  (m)         2951.12   (f) ADJ UNCH    2 0
 PU0836
 PU0836.Superseded values are not recommended for survey control.
 PU0836
 PU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0836.See file dsdata.pdf to determine how the superseded data were derived.
 PU0836
 PU0836_MARKER: DR = REFERENCE MARK DISK
 PU0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0836_STAMPING: DONALD NO 1 1962
 PU0836_MARK LOGO: CGS
 PU0836_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0836+STABILITY: SURFACE MOTION
 PU0836
 PU0836  HISTORY     - Date     Condition        Report By
 PU0836  HISTORY     - 1962     MONUMENTED       CGS
 PU0836
 PU0836                          STATION DESCRIPTION
 PU0836
 PU0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0836'3.8 MI W FROM FAIRPOINT.
 PU0836'3.85 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0836'188 FEET NORTH OF THE CENTER LINE OF THE ROAD, 117 FEET NORTH
 PU0836'OF A WITNESS POST, 116 FEET NORTH OF A FENCE, 44 FEET NORTH
 PU0836'OF THE STATION, 74 FEET NORTHWEST OF REFERENCE MARK NO. 2 AND
 PU0836'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0838 ***********************************************************************
 PU0838  DESIGNATION -  DONALD RM 2
 PU0838  PID         -  PU0838
 PU0838  STATE/COUNTY-  SD/MEADE
 PU0838  COUNTRY     -  US
 PU0838  USGS QUAD   -  FAIRPOINT (2017)
 PU0838
 PU0838                         *CURRENT SURVEY CONTROL
 PU0838  ______________________________________________________________________
 PU0838* NAD 83(1986) POSITION- 44 44 55.42   (N) 102 52 17.38   (W)   HD_HELD1
 PU0838* NAVD 88 ORTHO HEIGHT -   899.379 (meters)     2950.71  (feet) ADJUSTED
 PU0838  ______________________________________________________________________
 PU0838  GEOID HEIGHT    -        -17.529 (meters)                     GEOID18
 PU0838  DYNAMIC HEIGHT  -        899.165 (meters)     2950.01  (feet) COMP
 PU0838  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 PU0838
 PU0838  VERT ORDER      -  SECOND    CLASS 0
 PU0838
 PU0838.The horizontal coordinates were determined by differentially corrected
 PU0838.hand held GPS observations or other comparable positioning techniques
 PU0838.and have an estimated accuracy of +/- 3 meters.
 PU0838
 PU0838.The orthometric height was determined by differential leveling and
 PU0838.adjusted by the NATIONAL GEODETIC SURVEY
 PU0838.in June 1991.
 PU0838
 PU0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0838.GEOID18 height accuracy estimate available here.
 PU0838
 PU0838.Click photographs - Photos may exist for this station.
 PU0838
 PU0838.The dynamic height is computed by dividing the NAVD 88
 PU0838.geopotential number by the normal gravity value computed on the
 PU0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0838.degrees latitude (g = 980.6199 gals.).
 PU0838
 PU0838.The modeled gravity was interpolated from observed gravity values.
 PU0838
 PU0838;                    North         East    Units  Estimated Accuracy
 PU0838;SPC SD N     -   105,752.7     372,662.7     MT  (+/- 3 meters HH1 GPS) 
 PU0838
 PU0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6849057241(NAD 83)
 PU0838
 PU0838                          SUPERSEDED SURVEY CONTROL
 PU0838
 PU0838  NGVD 29 (??/??/92)  898.911  (m)         2949.18   (f) ADJ UNCH    2 0
 PU0838
 PU0838.Superseded values are not recommended for survey control.
 PU0838
 PU0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0838.See file dsdata.pdf to determine how the superseded data were derived.
 PU0838
 PU0838_MARKER: DR = REFERENCE MARK DISK
 PU0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0838_STAMPING: DONALD NO 2 1962
 PU0838_MARK LOGO: CGS
 PU0838_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0838+STABILITY: SURFACE MOTION
 PU0838
 PU0838  HISTORY     - Date     Condition        Report By
 PU0838  HISTORY     - 1962     MONUMENTED       CGS
 PU0838
 PU0838                          STATION DESCRIPTION
 PU0838
 PU0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0838'3.8 MI W FROM FAIRPOINT.
 PU0838'3.85 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT
 PU0838'FAIRPOINT, 138 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0838'60 FEET NORTH OF A FENCE, 82 FEET NORTHEAST OF A WITNESS POST,
 PU0838'51 FEET EAST-SOUTHEAST OF THE STATION, 74 FEET SOUTHEAST
 PU0838'OF REFERENCE MARK NO. 1 AND IN THE TOP OF A CONCRETE POST
 PU0838'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2353 ***********************************************************************
 PU2353  DESIGNATION -  DOODY
 PU2353  PID         -  PU2353
 PU2353  STATE/COUNTY-  SD/BUTTE
 PU2353  COUNTRY     -  US
 PU2353  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU2353
 PU2353                         *CURRENT SURVEY CONTROL
 PU2353  ______________________________________________________________________
 PU2353* NAD 83(1996) POSITION- 44 45 35.25869(N) 103 31 58.83453(W)   ADJUSTED
 PU2353* NAVD 88 ORTHO HEIGHT -   899.    (meters)     2949.    (feet) SCALED
 PU2353  ______________________________________________________________________
 PU2353  GEOID HEIGHT    -        -16.183 (meters)                     GEOID18
 PU2353  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 PU2353  HORZ ORDER      -  SECOND
 PU2353
 PU2353.The horizontal coordinates were established by classical geodetic methods
 PU2353.and adjusted by the National Geodetic Survey in January 1998.
 PU2353
 PU2353.The orthometric height was scaled from a topographic map.
 PU2353
 PU2353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2353.GEOID18 height accuracy estimate available here.
 PU2353
 PU2353.Click photographs - Photos may exist for this station.
 PU2353
 PU2353.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2353
 PU2353. The following values were computed from the NAD 83(1996) position.
 PU2353
 PU2353;                    North         East     Units Scale Factor Converg.
 PU2353;SPC SD N     -   109,052.739   320,374.119   MT  0.99995198   -2 30 01.6
 PU2353;SPC SD N     -   357,783.86  1,051,094.09   sFT  0.99995198   -2 30 01.6
 PU2353;UTM  13      - 4,957,313.836   616,103.487   MT  0.99976576   +1 01 59.1
 PU2353
 PU2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2353!SPC SD N     -   0.99986153  x   0.99995198  =   0.99981351
 PU2353!UTM  13      -   0.99986153  x   0.99976576  =   0.99962732
 PU2353
 PU2353:                Primary Azimuth Mark                     Grid Az
 PU2353:SPC SD N     -  DOODY AZ MK RESET                        168 04 19.5
 PU2353:UTM  13      -  DOODY AZ MK RESET                        164 32 18.8
 PU2353
 PU2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1610357313(NAD 83)
 PU2353
 PU2353|---------------------------------------------------------------------|
 PU2353| PID    Reference Object                     Distance      Geod. Az  |
 PU2353|                                                           dddmmss.s |
 PU2353| PU2272 NEWELL MUNICIPAL TANK               APPROX. 9.7 KM 1202738.7 |
 PU2353| CP9183 DOODY RM 1                            9.383 METERS 12222     |
 PU2353| CP9182 DOODY AZ MK RESET                                  1653417.9 |
 PU2353| CP9184 DOODY RM 2                            8.490 METERS 21407     |
 PU2353| CP9181 DOODY AZ MK                                        3560543.4 |
 PU2353|---------------------------------------------------------------------|
 PU2353
 PU2353                          SUPERSEDED SURVEY CONTROL
 PU2353
 PU2353  NAD 83(1993)-  44 45 35.25281(N)    103 31 58.83451(W) AD(       ) 2
 PU2353  NAD 83(1986)-  44 45 35.24798(N)    103 31 58.83078(W) AD(       ) 2
 PU2353  NAD 27      -  44 45 35.30010(N)    103 31 57.13630(W) AD(       ) 2
 PU2353
 PU2353.Superseded values are not recommended for survey control.
 PU2353
 PU2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2353.See file dsdata.pdf to determine how the superseded data were derived.
 PU2353
 PU2353_MARKER: DB = BENCH MARK DISK
 PU2353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2353_MARK LOGO: USGS
 PU2353_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2353
 PU2353  HISTORY     - Date     Condition        Report By
 PU2353  HISTORY     - UNK      MONUMENTED       USGS
 PU2353  HISTORY     - 1950     GOOD             CGS
 PU2353  HISTORY     - 1962     GOOD             CGS
 PU2353
 PU2353                          STATION DESCRIPTION
 PU2353
 PU2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2353'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF NEWELL, ON
 PU2353'PROPERTY OWNED BY MR. ED. JANKE, ABOUT 0.4 MILE SOUTHWEST OF
 PU2353'MR JANKES FARMHOUSE, NEAR THE SOUTHEAST EDGE OF A
 PU2353'NORTHWEST-SOUTHEAST RIDGE, 75 FEET NORTH OF A WIRE FENCE, AND 11
 PU2353'FEET EAST-SOUTHEAST OF A WITNESS POST.
 PU2353'
 PU2353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 212
 PU2353'AND STATE HIGHWAY NO. 79 AT THE NORTH EDGE OF NEWELL, GO WEST
 PU2353'ON NO. 79 FOR 0.2 MILE (THIS POINT IS WHERE THE HIGHWAY BEARS TO
 PU2353'THE RIGHT, NORTH).  CONTINUE AHEAD, WEST, ON A GRADED DIRT ROAD
 PU2353'FOR 4.35 MILES TO A T-INTERSECTION.  THEN RIGHT, NORTH, FOR
 PU2353'1.85 MILES.  THEN LEFT, WEST, FOR 1.0 MILE.  THEN RIGHT, NORTH,
 PU2353'FOR 1.05 MILE TO THE FARMHOUSE OF MR. JANKE ON THE LEFT.  GO
 PU2353'WESTERLY, THROUGH THE FARMYARD, FOR 0.15 MILE TO A WIRE GATE.
 PU2353'THEN THROUGH GATE, BEAR SHARP LEFT (SOUTHERLY) FOR 0.05 MILE
 PU2353'TO A WOODEN BRIDGE ACROSS AN IRRIGATION CANAL AND THE AZIMUTH
 PU2353'MARK AS DESCRIBED.  CROSS THE BRIDGE, TURN LEFT ACROSS A
 PU2353'PASTURE, FOR 0.25 MILE TO THE CREST OF THE RIDGE AND THE
 PU2353'STATION AS DESCRIBED.
 PU2353'
 PU2353'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2353'DOODY.
 PU2353'
 PU2353'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF THE WIRE FENCE.  IT
 PU2353'PROJECTS 8 INCHES, AND THE DISK IS STAMPED DOODY USGS NO 1 1950.
 PU2353'
 PU2353'REFERENCE MARK NO. 2 IS 52 FEET NORTH OF THE WIRE FENCE.  IT
 PU2353'PROJECTS 6 INCHES, AND THE DISK IS STAMPED DOODY USGS NO 2 1950.
 PU2353'
 PU2353'THE AZIMUTH MARK IS 14 FEET NORTHEAST OF A WITNESS POST, AND IS
 PU2353'SET IN A DRILL HOLE IN THE SOUTHWEST CONCRETE ABUTMENT OF THE
 PU2353'WOODEN BRIDGE MENTIONED IN THE DESCRIPTION TO REACH THE STATION.
 PU2353'IT IS A STANDARD DISK STAMPED DOODY USGS 1950, AND IS ABOUT 1
 PU2353'FOOT LOWER THAN THE FLOOR OF THE BRIDGE.
 PU2353'
 PU2353'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PU2353'DISK FASTENED TO THE TOP OF A 3-INCH IRON PIPE.  REFERENCE MARKS
 PU2353'ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2353
 PU2353                          STATION RECOVERY (1962)
 PU2353
 PU2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2353'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PU2353'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 PU2353'AZIMUTH MARK WAS DESTROYED AND A NEW ONE ESTABLISHED.  A NEW
 PU2353'DESCRIPTION FOLLOWS.
 PU2353'
 PU2353'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF NEWELL, 5-1/2
 PU2353'MILES NORTH OF NISLAND, 0.4 MILE SOUTHWEST OF A FARM HOUSE, IN
 PU2353'SECTION 8, T. 9 N., R. 5 E., ON THE TOP OF A LOW GRASS COVERED
 PU2353'RISE ON PROPERTY OWNED BY MR. EDWARD JANKE.
 PU2353'
 PU2353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2353'STATE HIGHWAY 79 IN THE NORTH EDGE OF NEWELL, GO WEST AND NORTH
 PU2353'ON A GRAVELED ROAD FOR 4.8 MILES TO THE HORSE CREEK SCHOOL.
 PU2353'TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 2.1 MILES TO A
 PU2353'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.5
 PU2353'MILES TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK FROM
 PU2353'THIS POINT TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 0.85
 PU2353'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.) CONTINUE
 PU2353'STRAIGHT AHEAD AND GO NORTH ON THE GRAVELED ROAD FOR 0.65 MILE
 PU2353'TO A FORK.  KEEP THE RIGHT FORK, CROSSING THE CANAL, AND GO
 PU2353'NORTH ON A TRACK ROAD FOR 0.4 MILE TO A WIRE GATE ON THE RIGHT.
 PU2353'TURN RIGHT AND GO EAST ON A TRACK FOR 0.4 MILE TO A BRIDGE OVER
 PU2353'A CANAL.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 MILE TO A
 PU2353'WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO 0.6 MILE
 PU2353'SOUTH-SOUTHEAST ACROSS THE OPEN PASTURE TO THE STATION AS
 PU2353'DESCRIBED.
 PU2353'
 PU2353'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK RIVETED TO
 PU2353'THE TOP OF 3-INCH IRON PIPE, WHICH PROJECTS 8 INCHES AND IS
 PU2353'UNSTAMPED.  THE CROSS ON THE CAP WAS THE POINT HELD.  IT IS 74
 PU2353'FEET NORTH OF AN EAST-WEST FENCE LINE AND 11-1/2 FEET
 PU2353'EAST-SOUTHEAST OF A 4 X 4 WHITE WITNESS POST.
 PU2353'
 PU2353'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2353'12-INCH CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS STAMPED
 PU2353'DOODY USGS NO 1 1950.  IT IS 58 FEET NORTH OF AN EAST-WEST FENCE
 PU2353'LINE AND 42 FEET EAST-SOUTHEAST OF A 4 X 4 WHITE WITNESS POST.
 PU2353'
 PU2353'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2353'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED DOODY
 PU2353'USGS NO 2 1950.  IT IS 51 FEET NORTH OF AN EAST-WEST FENCE LINE
 PU2353'AND 28 FEET SOUTH-SOUTHWEST OF A 4 X 4 WHITE WITNESS POST.
 PU2353'
 PU2353'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2353'CONCRETE CYLINDER WHICH PROJECTS 8 INCHES AND IS STAMPED DOODY
 PU2353'USGS 1950 RESET 1962.  IT IS 29 FEET SOUTH OF THE CENTER OF A
 PU2353'GRADED ROAD, 2.55 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 PU2353'NORTH OF AN EAST-WEST FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0709 ***********************************************************************
 PS0709  DESIGNATION -  DOT
 PS0709  PID         -  PS0709
 PS0709  STATE/COUNTY-  SD/BUFFALO
 PS0709  COUNTRY     -  US
 PS0709  USGS QUAD   -  LOWER BRULE NE (2017)
 PS0709
 PS0709                         *CURRENT SURVEY CONTROL
 PS0709  ______________________________________________________________________
 PS0709* NAD 83(1996) POSITION- 44 08 45.27699(N) 099 31 09.46591(W)   ADJUSTED
 PS0709* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 PS0709  ______________________________________________________________________
 PS0709  GEOID HEIGHT    -        -24.483 (meters)                     GEOID18
 PS0709  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 PS0709  HORZ ORDER      -  SECOND
 PS0709
 PS0709.The horizontal coordinates were established by classical geodetic methods
 PS0709.and adjusted by the National Geodetic Survey in January 1998.
 PS0709
 PS0709.The orthometric height was scaled from a topographic map.
 PS0709
 PS0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0709.GEOID18 height accuracy estimate available here.
 PS0709
 PS0709.Click photographs - Photos may exist for this station.
 PS0709
 PS0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0709
 PS0709. The following values were computed from the NAD 83(1996) position.
 PS0709
 PS0709;                    North         East     Units Scale Factor Converg.
 PS0709;SPC SD S     -   201,685.704   665,126.259   MT  0.99994923   +0 33 41.6
 PS0709;SPC SD S     -   661,697.18  2,182,168.40   sFT  0.99994923   +0 33 41.6
 PS0709;UTM  14      - 4,888,210.070   458,468.048   MT  0.99962121   -0 21 42.1
 PS0709
 PS0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0709!SPC SD S     -   0.99992022  x   0.99994923  =   0.99986945
 PS0709!UTM  14      -   0.99992022  x   0.99962121  =   0.99954146
 PS0709
 PS0709:                Primary Azimuth Mark                     Grid Az
 PS0709:SPC SD S     -  DOT AZ MK                                150 02 30.8
 PS0709:UTM  14      -  DOT AZ MK                                150 57 54.5
 PS0709
 PS0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5846888210(NAD 83)
 PS0709
 PS0709|---------------------------------------------------------------------|
 PS0709| PID    Reference Object                     Distance      Geod. Az  |
 PS0709|                                                           dddmmss.s |
 PS0709| CO5590 DOT RM 1                             19.107 METERS 12802     |
 PS0709| CO5589 DOT AZ MK                                          1503612.4 |
 PS0709| PS0710 LOWER BRULE ST MARYS CATH CH        APPROX. 8.1 KM 2044603.8 |
 PS0709| CO5591 DOT RM 2                             16.658 METERS 32629     |
 PS0709|---------------------------------------------------------------------|
 PS0709
 PS0709                          SUPERSEDED SURVEY CONTROL
 PS0709
 PS0709  NAD 83(1986)-  44 08 45.27484(N)    099 31 09.47182(W) AD(       ) 2
 PS0709  NAD 27      -  44 08 45.31600(N)    099 31 08.07600(W) AD(       ) 2
 PS0709
 PS0709.Superseded values are not recommended for survey control.
 PS0709
 PS0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0709.See file dsdata.pdf to determine how the superseded data were derived.
 PS0709
 PS0709_MARKER: DS = TRIANGULATION STATION DISK
 PS0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0709_STAMPING: DOT 1948
 PS0709_MARK LOGO: CGS
 PS0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0709+STABILITY: SURFACE MOTION
 PS0709
 PS0709  HISTORY     - Date     Condition        Report By
 PS0709  HISTORY     - 1948     MONUMENTED       CGS
 PS0709
 PS0709                          STATION DESCRIPTION
 PS0709
 PS0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0709'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF FORT
 PS0709'THOMPSON, ON A KNOLL OVERLOOKING THE RIVER VALLEY TO THE
 PS0709'WEST.  IT IS ABOUT 0.05 MILE WEST OF A TRACK ROAD AND 9 FEET
 PS0709'NORTH-NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 PS0709'AND THE DISK IS STAMPED DOT 1948.
 PS0709'
 PS0709'REFERENCE MARK NO. 1 IS 62.68 FEET SOUTHEAST OF THE STATION.
 PS0709'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DOT NO 1
 PS0709'1948.
 PS0709'
 PS0709'REFERENCE MARK NO. 2 IS 54.65 FEET NORTH-NORTHWEST OF THE
 PS0709'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PS0709'DOT NO 2 1948.
 PS0709'
 PS0709'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE STATION,
 PS0709'46 FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET EAST
 PS0709'OF A WITNESS POST AND 2 FEET WEST OF A FENCE CORNER.  THE
 PS0709'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DOT 1948.
 PS0709'
 PS0709'TO REACH FROM THE T INTERSECTION JUST EAST OF FORT THOMPSON,
 PS0709'GO NORTH ON HIGHWAY 47 1.6 MILES TO CROSSROADS, TURN LEFT
 PS0709'(WEST) ON GRAVELED ROAD 2.5 MILES TO A T ROAD RIGHT, TURN
 PS0709'RIGHT (NORTH) ON GRAVELED ROAD 2.0 MILES TO A T ROAD LEFT,
 PS0709'TURN LEFT (WEST) 1.0 MILE TO WHERE ROAD TURNS RIGHT, TURN
 PS0709'RIGHT ON MAIN ROAD FOR 2.7 MILES TO A GATE WITH TWO HIGH
 PS0709'POSTS (AZIMUTH MARK ON THE LEFT), CONTINUE ON NORTH 0.3 MILE
 PS0709'TO THE END OF GRADED ROAD AND BEGINNING OF TRACK ROAD.  HERE
 PS0709'TURN LEFT (WEST) 0.05 MILE TO THE STATION.
 PS0709'
 PS0709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AA2870 ***********************************************************************
 AA2870  CBN         -  This is a Cooperative Base Network Control Station.
 AA2870  DESIGNATION -  DOT
 AA2870  PID         -  AA2870
 AA2870  STATE/COUNTY-  SD/HUGHES
 AA2870  COUNTRY     -  US
 AA2870  USGS QUAD   -  PIERRE (2017)
 AA2870
 AA2870                         *CURRENT SURVEY CONTROL
 AA2870  ______________________________________________________________________
 AA2870* NAD 83(2011) POSITION- 44 22 04.01472(N) 100 20 35.52494(W)   ADJUSTED
 AA2870* NAD 83(2011) ELLIP HT-   442.597 (meters)        (06/27/12)   ADJUSTED
 AA2870* NAD 83(2011) EPOCH   -  2010.00
 AA2870* NAVD 88 ORTHO HEIGHT -   466.1   (meters)     1529.    (feet) GPS OBS
 AA2870  ______________________________________________________________________
 AA2870  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA2870  GEOID HEIGHT    -        -23.369 (meters)                     GEOID96
 AA2870  GEOID HEIGHT    -        -23.452 (meters)                     GEOID18
 AA2870  NAD 83(2011) X  -   -820,033.272 (meters)                     COMP
 AA2870  NAD 83(2011) Y  - -4,493,091.352 (meters)                     COMP
 AA2870  NAD 83(2011) Z  -  4,437,706.609 (meters)                     COMP
 AA2870  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 AA2870
 AA2870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2870  Standards:
 AA2870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2870  -------------------------------------------------------------------
 AA2870  NETWORK    0.24   0.49           0.11   0.08   0.25     -0.04111580
 AA2870  -------------------------------------------------------------------
 AA2870  Click here for local accuracies and other accuracy information.
 AA2870
 AA2870.The horizontal coordinates were established by GPS observations
 AA2870.and adjusted by the National Geodetic Survey in June 2012.
 AA2870
 AA2870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2870.been affixed to the stable North American tectonic plate. See 
 AA2870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2870
 AA2870.The horizontal coordinates are valid at the epoch date displayed above
 AA2870.which is a decimal equivalence of Year/Month/Day.
 AA2870
 AA2870.The orthometric height was determined by GPS observations and a
 AA2870.high-resolution geoid model.
 AA2870
 AA2870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2870.GEOID18 height accuracy estimate available here.
 AA2870
 AA2870.Click photographs - Photos may exist for this station.
 AA2870
 AA2870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2870
 AA2870.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2870
 AA2870.The ellipsoidal height was determined by GPS observations
 AA2870.and is referenced to NAD 83.
 AA2870
 AA2870. The following values were computed from the NAD 83(2011) position.
 AA2870
 AA2870;                    North         East     Units Scale Factor Converg.
 AA2870;SPC SD S     -   226,019.604   599,213.434   MT  0.99999246   -0 00 24.5
 AA2870;SPC SD S     -   741,532.65  1,965,919.41   sFT  0.99999246   -0 00 24.5
 AA2870;UTM  14      - 4,913,600.176   392,977.244   MT  0.99974086   -0 56 21.6
 AA2870
 AA2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2870!SPC SD S     -   0.99993061  x   0.99999246  =   0.99992307
 AA2870!UTM  14      -   0.99993061  x   0.99974086  =   0.99967148
 AA2870
 AA2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9297713600(NAD 83)
 AA2870
 AA2870                          SUPERSEDED SURVEY CONTROL
 AA2870
 AA2870  NAD 83(2007)-  44 22 04.01465(N)    100 20 35.52606(W) AD(2002.00) 0
 AA2870  ELLIP H (02/10/07)  442.623  (m)                       GP(2002.00)    
 AA2870  ELLIP H (06/23/03)  442.626  (m)                       GP(       ) 3 1
 AA2870  NAD 83(1996)-  44 22 04.01400(N)    100 20 35.52561(W) AD(       ) A
 AA2870  ELLIP H (07/24/97)  442.718  (m)                       GP(       ) 1 1
 AA2870  NAD 83(1994)-  44 22 04.01400(N)    100 20 35.52561(W) AD(       ) B
 AA2870  ELLIP H (09/21/95)  442.775  (m)                       GP(       ) 2 1
 AA2870  NAD 83(1992)-  44 22 04.01559(N)    100 20 35.52606(W) AD(       ) B
 AA2870  ELLIP H (11/28/94)  442.759  (m)                       GP(       ) 2 1
 AA2870  NAVD 88 (11/28/94)  466.0    (m)  GEOID93  model used  GPS OBS        
 AA2870
 AA2870.Superseded values are not recommended for survey control.
 AA2870
 AA2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2870.See file dsdata.pdf to determine how the superseded data were derived.
 AA2870
 AA2870_MARKER: Z = SEE DESCRIPTION
 AA2870_SETTING: 0 = UNSPECIFIED SETTING
 AA2870_SP_SET: TOP OF BUILDING
 AA2870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2870+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 AA2870
 AA2870  HISTORY     - Date     Condition        Report By
 AA2870  HISTORY     - 1993     MONUMENTED       SDDT
 AA2870  HISTORY     - 19960719 GOOD             NGS
 AA2870  HISTORY     - 20020514 GOOD             SDDT
 AA2870  HISTORY     - 20040816 GOOD             SDDT
 AA2870
 AA2870                          STATION DESCRIPTION
 AA2870
 AA2870'DESCRIBED BY SD DEPT OF TRANSP 1993 (RW)
 AA2870'STATION IS ATOP THE DOT BUILDING AT 700 BROADWAY AVENUE EAST, PIERRE
 AA2870'SOUTH DAKOTA.  CONTACT GPS BASE STATION OPERATOR, CURTIS NESSAN, PHONE
 AA2870'605-773-3433.  THIS IS A PERMANENTLY MOUNTED ANTENNA, FOR A
 AA2870'CONTINUOSLY OPERATING GEODETIC QUALITY RECEIVER.
 AA2870
 AA2870                          STATION RECOVERY (1996)
 AA2870
 AA2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AA2870'THE STATION IS LOCATED IN PIERRE, AT THE BECKER-HANSEN BUILDING, AT
 AA2870'THE SOUTHWEST CORNER OF THE PENTHOUSE STRUCTURE ON TOP OF THE
 AA2870'BUILDING.  OWNERSHIP--SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION, 700
 AA2870'EAST BROADWAY AVENUE, PIERRE SD 57501, RICHARD HYLLE 605-773-5237,
 AA2870'MIKE JORDAN 773-4427.  THE STATION IS THE TOP OF A METAL PIPE WHICH IS
 AA2870'ATTACHED TO THE SOUTHWEST CORNER OF THE PENTHOUSE ROOF ON TOP OF THE
 AA2870'BUILDING.  THE DATUM POINT IS THE TOP CENTER OF THE METAL PIPE (POINT
 AA2870'WHERE TOP OF PIPE AND BOTTOM OF ANTENNA MEET).  A TRIMBLE ANTENNA P/N
 AA2870'14532-00, S/N 3335A69191 WAS MOUNTED ON THE PIPE ON THIS DATE.  THE
 AA2870'STATION IS A CONTINUOUSLY OPERATING REFERENCE STATION.
 AA2870
 AA2870                          STATION RECOVERY (2002)
 AA2870
 AA2870'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AA2870'RECOVERED AS DESCRIBED
 AA2870'
 AA2870
 AA2870                          STATION RECOVERY (2004)
 AA2870
 AA2870'RECOVERY NOTE BY SD DEPT OF TRANSP 2004 (RAH)
 AA2870'R3ECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0871 ***********************************************************************
 PU0871  DESIGNATION -  DOUD AZ MK
 PU0871  PID         -  PU0871
 PU0871  STATE/COUNTY-  SD/MEADE
 PU0871  COUNTRY     -  US
 PU0871  USGS QUAD   -  FAIRPOINT (2017)
 PU0871
 PU0871                         *CURRENT SURVEY CONTROL
 PU0871  ______________________________________________________________________
 PU0871* NAD 83(1986) POSITION- 44 41 51.     (N) 102 47 48.     (W)   SCALED
 PU0871* NAVD 88 ORTHO HEIGHT -   905.169 (meters)     2969.71  (feet) ADJUSTED
 PU0871  ______________________________________________________________________
 PU0871  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 PU0871  DYNAMIC HEIGHT  -        904.940 (meters)     2968.96  (feet) COMP
 PU0871  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 PU0871
 PU0871  VERT ORDER      -  SECOND    CLASS 0
 PU0871
 PU0871.The horizontal coordinates were scaled from a map and have
 PU0871.an estimated accuracy of +/- 6 seconds.
 PU0871
 PU0871.The orthometric height was determined by differential leveling and
 PU0871.adjusted by the NATIONAL GEODETIC SURVEY
 PU0871.in June 1991.
 PU0871
 PU0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0871.GEOID18 height accuracy estimate available here.
 PU0871
 PU0871.Click photographs - Photos may exist for this station.
 PU0871
 PU0871.The dynamic height is computed by dividing the NAVD 88
 PU0871.geopotential number by the normal gravity value computed on the
 PU0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0871.degrees latitude (g = 980.6199 gals.).
 PU0871
 PU0871.The modeled gravity was interpolated from observed gravity values.
 PU0871
 PU0871;                    North         East    Units  Estimated Accuracy
 PU0871;SPC SD N     -    99,860.      378,390.      MT  (+/- 180 meters Scaled)
 PU0871
 PU0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK745517(NAD 83)
 PU0871
 PU0871                          SUPERSEDED SURVEY CONTROL
 PU0871
 PU0871  NGVD 29 (??/??/92)  904.697  (m)         2968.16   (f) ADJ UNCH    2 0
 PU0871
 PU0871.Superseded values are not recommended for survey control.
 PU0871
 PU0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0871.See file dsdata.pdf to determine how the superseded data were derived.
 PU0871
 PU0871_MARKER: DZ = AZIMUTH MARK DISK
 PU0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0871_STAMPING: DOUD 1962
 PU0871_MARK LOGO: CGS
 PU0871_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0871+STABILITY: SURFACE MOTION
 PU0871
 PU0871  HISTORY     - Date     Condition        Report By
 PU0871  HISTORY     - 1962     MONUMENTED       CGS
 PU0871
 PU0871                          STATION DESCRIPTION
 PU0871
 PU0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0871'3.8 MI S FROM FAIRPOINT.
 PU0871'3.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0871'208 FEET NORTHWEST AND ACROSS THE ROAD FROM FAIRPOINT AZI.,
 PU0871'37 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET SOUTH
 PU0871'OF THE EXTENDED CENTER LINE OF A ROAD EAST, 4 FEET SOUTH OF A
 PU0871'POWER POLE, 0.6 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A
 PU0871'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PU0871'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0894 ***********************************************************************
 QS0894  DESIGNATION -  DOUGAL
 QS0894  PID         -  QS0894
 QS0894  STATE/COUNTY-  SD/DEWEY
 QS0894  COUNTRY     -  US
 QS0894  USGS QUAD   -  PEACH LAKE (2017)
 QS0894
 QS0894                         *CURRENT SURVEY CONTROL
 QS0894  ______________________________________________________________________
 QS0894* NAD 83(1996) POSITION- 45 17 40.72695(N) 101 16 02.24797(W)   ADJUSTED
 QS0894* NAVD 88 ORTHO HEIGHT -   719.    (meters)     2359.    (feet) SCALED
 QS0894  ______________________________________________________________________
 QS0894  GEOID HEIGHT    -        -21.037 (meters)                     GEOID18
 QS0894  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 QS0894  HORZ ORDER      -  SECOND
 QS0894
 QS0894.The horizontal coordinates were established by classical geodetic methods
 QS0894.and adjusted by the National Geodetic Survey in January 1998.
 QS0894
 QS0894.The orthometric height was scaled from a topographic map.
 QS0894
 QS0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0894.GEOID18 height accuracy estimate available here.
 QS0894
 QS0894.Click photographs - Photos may exist for this station.
 QS0894
 QS0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0894
 QS0894. The following values were computed from the NAD 83(1996) position.
 QS0894
 QS0894;                    North         East     Units Scale Factor Converg.
 QS0894;SPC SD N     -   163,164.179   500,600.780   MT  0.99994812   -0 53 48.9
 QS0894;SPC SD N     -   535,314.48  1,642,387.73   sFT  0.99994812   -0 53 48.9
 QS0894;UTM  14      - 5,018,183.384   322,221.439   MT  0.99998861   -1 36 42.7
 QS0894
 QS0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0894!SPC SD N     -   0.99989051  x   0.99994812  =   0.99983864
 QS0894!UTM  14      -   0.99989051  x   0.99998861  =   0.99987912
 QS0894
 QS0894:                Primary Azimuth Mark                     Grid Az
 QS0894:SPC SD N     -  DOUGAL AZ MK                             009 35 32.4
 QS0894:UTM  14      -  DOUGAL AZ MK                             010 18 26.2
 QS0894
 QS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2222118183(NAD 83)
 QS0894
 QS0894|---------------------------------------------------------------------|
 QS0894| PID    Reference Object                     Distance      Geod. Az  |
 QS0894|                                                           dddmmss.s |
 QS0894| CQ8250 DOUGAL AZ MK                                       0084143.5 |
 QS0894| CQ8251 DOUGAL RM 1                           7.419 METERS 17131     |
 QS0894| QS0895 ISABEL O LAUGHLIN W ELEV S GAB      APPROX.16.9 KM 3095216.5 |
 QS0894| QS0898 ISABEL ST MARYS CATH CH SPIRE       APPROX.16.7 KM 3113723.6 |
 QS0894| CQ8252 DOUGAL RM 2                           8.525 METERS 35142     |
 QS0894| QS0892 FIRESTEEL GRADE SCHOOL BELFRY       APPROX.14.5 KM 3544327.7 |
 QS0894|---------------------------------------------------------------------|
 QS0894
 QS0894                          SUPERSEDED SURVEY CONTROL
 QS0894
 QS0894  NAD 83(1986)-  45 17 40.71915(N)    101 16 02.24627(W) AD(       ) 2
 QS0894  NAD 27      -  45 17 40.79000(N)    101 16 00.69900(W) AD(       ) 2
 QS0894
 QS0894.Superseded values are not recommended for survey control.
 QS0894
 QS0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0894.See file dsdata.pdf to determine how the superseded data were derived.
 QS0894
 QS0894_MARKER: DS = TRIANGULATION STATION DISK
 QS0894_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0894_STAMPING: DOUGAL 1952
 QS0894_MARK LOGO: CGS
 QS0894_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0894
 QS0894  HISTORY     - Date     Condition        Report By
 QS0894  HISTORY     - 1952     MONUMENTED       CGS
 QS0894
 QS0894                          STATION DESCRIPTION
 QS0894
 QS0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0894'THE STATION IS IN SECTION 2, T 15 N, R 23 E, ON THE SUMMIT OF
 QS0894'A PROMINENT BUTTE, 9 MILES SOUTH AND 1 MILE EAST OF FIRESTEEL, 6
 QS0894'FEET NORTH OF A SMALL ROCK CAIRN AND ON LAND OWNED BY MR. D.A.
 QS0894'DOUGAL.
 QS0894'
 QS0894'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 QS0894'63, 3 MILES EAST OF FIRESTEEL, GO SOUTH ON STATE HIGHWAY 63
 QS0894'FOR 9.4 MILES TO A CROSS ROAD, TURN RIGHT (WEST) AND GO ON A
 QS0894'GRADED DIRT ROAD FOR 2.3 MILES TO A TRACK ROAD ON THE LEFT AND
 QS0894'THE AZIMUTH MARK AS DESCRIBED BELOW, TURN LEFT (SOUTH) AND
 QS0894'GO ON THE TRACK ROAD FOR 0.3 MILE TO THE BASE OF THE BUTTE
 QS0894'AND THE END OF TRUCK TRAVEL.  PACK EASTERLY ABOUT 100 YARDS
 QS0894'TO THE TOP AND STATION.  (NOTE--A FOUR-WHEEL DRIVE TRUCK CAN
 QS0894'BE DRIVEN TO THE TOP FROM THE WEST SIDE)
 QS0894'
 QS0894'THE STATION IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 QS0894'CAST IRON PIPE.  THE PIPE PROJECTS 8 INCHES AND THE DISK IS
 QS0894'STAMPED DOUGAL 1952.
 QS0894'
 QS0894'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QS0894'IN OUTCROPPING BEDROCK.  THE ROCK IS FLUSH WITH THE GROUND AND
 QS0894'THE DISK IS STAMPED DOUGAL NO 1 1952.
 QS0894'
 QS0894'REFERENCE MARK 2 IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 QS0894'CAST IRON PIPE.  THE PIPE PROJECTS 6 INCHES AND THE DISK IS
 QS0894'STAMPED DOUGAL NO 2 1952.
 QS0894'
 QS0894'THE AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTER OF THE GRADED
 QS0894'ROAD, 10 FEET WEST OF THE CENTER OF THE TRACK ROAD, 2.5 FEET EAST
 QS0894'OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 QS0894'FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0894'DOUGAL 1952.
 QS0894'
 QS0894'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1844 ***********************************************************************
 NM1844  DESIGNATION -  DOWD
 NM1844  PID         -  NM1844
 NM1844  STATE/COUNTY-  SD/CLAY
 NM1844  COUNTRY     -  US
 NM1844  USGS QUAD   -  VERMILLION SE (2017)
 NM1844
 NM1844                         *CURRENT SURVEY CONTROL
 NM1844  ______________________________________________________________________
 NM1844* NAD 83(1996) POSITION- 42 48 34.95544(N) 096 50 48.06441(W)   ADJUSTED
 NM1844* NAVD 88 ORTHO HEIGHT -   378.8   (meters)     1243.    (feet) VERTCON3
 NM1844  ______________________________________________________________________
 NM1844  GEOID HEIGHT    -        -25.535 (meters)                     GEOID18
 NM1844  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 NM1844  HORZ ORDER      -  FIRST
 NM1844
 NM1844.The horizontal coordinates were established by classical geodetic methods
 NM1844.and adjusted by the National Geodetic Survey in January 1998.
 NM1844
 NM1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1844
 NM1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1844.GEOID18 height accuracy estimate available here.
 NM1844
 NM1844.Click photographs - Photos may exist for this station.
 NM1844
 NM1844.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1844
 NM1844. The following values were computed from the NAD 83(1996) position.
 NM1844
 NM1844;                    North         East     Units Scale Factor Converg.
 NM1844;SPC SD S     -    58,907.048   885,098.346   MT  1.00000568   +2 24 19.0
 NM1844;SPC SD S     -   193,264.21  2,903,860.16   sFT  1.00000568   +2 24 19.0
 NM1844;UTM  14      - 4,741,932.529   676,057.078   MT  0.99998134   +1 27 49.3
 NM1844
 NM1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1844!SPC SD S     -   0.99994460  x   1.00000568  =   0.99995028
 NM1844!UTM  14      -   0.99994460  x   0.99998134  =   0.99992594
 NM1844
 NM1844:                Primary Azimuth Mark                     Grid Az
 NM1844:SPC SD S     -  DOWD AZ MK                               359 55 41.0
 NM1844:UTM  14      -  DOWD AZ MK                               000 52 10.7
 NM1844
 NM1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7605741932(NAD 83)
 NM1844
 NM1844|---------------------------------------------------------------------|
 NM1844| PID    Reference Object                     Distance      Geod. Az  |
 NM1844|                                                           dddmmss.s |
 NM1844| CO3003 DOWD AZ MK                                         0022000.0 |
 NM1844| NM1847 DOWD RM A                            29.071 METERS 10954     |
 NM1844| CO3004 DOWD RM 1                            65.721 METERS 15503     |
 NM1844| NM1853 VERMILLION TANK                     APPROX. 7.9 KM 2431349.3 |
 NM1844| NM1848 VERMILLION FIRST CONG CH CUP        APPROX. 7.4 KM 2431937.4 |
 NM1844| NM1850 VERMILLION MUN L AND P CO STK       APPROX. 7.7 KM 2444418.8 |
 NM1844| NM1849 VERMILLION UNIV OF S DAK CUP        APPROX. 7.0 KM 2453959.1 |
 NM1844| NM1854 VERMILLION UNIV OF S DAK STK        APPROX. 6.9 KM 2455720.5 |
 NM1844| NM1852 VERMILLION UNIV OF S DAK TK         APPROX. 6.9 KM 2460616.5 |
 NM1844| CO3006 DOWD RM 3                            35.201 METERS 26114     |
 NM1844| CO3005 DOWD RM 2                            35.355 METERS 26436     |
 NM1844| NM1851 ORR LAPLACE AZIMUTH                 APPROX. 9.3 KM 3134657.0 |
 NM1844| OQ0889 WAKONDA TANK                        APPROX.30.5 KM 3161356.5 |
 NM1844|---------------------------------------------------------------------|
 NM1844
 NM1844                          SUPERSEDED SURVEY CONTROL
 NM1844
 NM1844  NAD 83(1995)-  42 48 34.95562(N)    096 50 48.06392(W) AD(       ) 1
 NM1844  NAD 83(1986)-  42 48 34.95957(N)    096 50 48.05513(W) AD(       ) 1
 NM1844  NAD 27      -  42 48 34.96600(N)    096 50 46.90500(W) AD(       ) 1
 NM1844  NGVD 29 (07/19/86)  378.6    (m)         1242.     (f) VERT ANG       
 NM1844
 NM1844.Superseded values are not recommended for survey control.
 NM1844
 NM1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1844.See file dsdata.pdf to determine how the superseded data were derived.
 NM1844
 NM1844_MARKER: DS = TRIANGULATION STATION DISK
 NM1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1844_STAMPING: DOWD 1935
 NM1844_MARK LOGO: CGS
 NM1844_PROJECTION: FLUSH
 NM1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1844+STABILITY: SURFACE MOTION
 NM1844
 NM1844  HISTORY     - Date     Condition        Report By
 NM1844  HISTORY     - 1935     MONUMENTED       CGS
 NM1844  HISTORY     - 1948     GOOD             CGS
 NM1844  HISTORY     - 1949     GOOD             CGS
 NM1844  HISTORY     - 1966     GOOD             CGS
 NM1844  HISTORY     - 19930819 MARK NOT FOUND   NGS
 NM1844
 NM1844                          STATION DESCRIPTION
 NM1844
 NM1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1844'STATION IS ABOUT 4 MILES EAST AND 1.5 MILES NORTH OF VERMILLION.
 NM1844'IN THE SOUTHEAST QUARTER SEC. 3, T. 92 N., R. 51 W., IN THE
 NM1844'FARMYARD OF MRS. DOWD.
 NM1844'
 NM1844'TO REACH FROM EAST MAIN AND CENTER STREETS, GO EAST ON EAST
 NM1844'MAIN STREET 0.6 MILE, THENCE LEFT (NORTH) 0.45 MILE, THENCE
 NM1844'RIGHT (EAST) ON STATE HIGHWAY 50 FOR 3.85 MILES, THENCE LEFT
 NM1844'(NORTH) 1.6 MILES TO FARMHOUSE ON LEFT.  GO NORTHWEST TO
 NM1844'WEST SIDE OF BARN AND NORTH TO ROWS OF SMALL TREES.  MARK
 NM1844'IS 200 FEET NORTH OF NORTHWEST CORNER OF BARN, 15 FEET WEST
 NM1844'OF NORTH-SOUTH FENCE LINE, 45 FEET SOUTH OF EAST-WEST FENCE
 NM1844'LINE, 30 FEET EAST AND 15 FEET NORTH OF CORNER FENCE POST
 NM1844'WHICH IS SOUTHWEST OF STATION, AND IS FLUSH WITH GROUND
 NM1844'
 NM1844'REFERENCE MARK NO. 1 IS 50 FEET EAST OF NORTHEAST CORNER OF
 NM1844'BARN, 100 FEET WEST OF NORTH-SOUTH FENCE LINE, 1 FOOT SOUTH
 NM1844'OF EAST-WEST FENCE LINE, AND 135 FEET WEST OF CENTERLINE
 NM1844'OF DIRT ROAD.
 NM1844'
 NM1844'REFERENCE MARK NO. 2 IS 90 FEET WEST OF FENCE CORNER (FENCE
 NM1844'CORNER SOUTHWEST OF STATION), 12 FEET SOUTH OF DIM ROAD,
 NM1844'1 FOOT NORTH OF EAST-WEST FENCE LINE, AND 60 FEET SOUTH
 NM1844'OF EAST-WEST FENCE LINE.
 NM1844'
 NM1844'AZIMUTH MARK IS REACHED BY GOING 0.6 MILE NORTH FROM GATE
 NM1844'IN FRONT OF HOUSE TO FARMHOUSE ON LEFT (WEST).  GO INTO LANE
 NM1844'150 FEET WEST TO MARK ON RIGHT (NORTH) 15 FEET NORTH OF
 NM1844'CENTERLINE OF DIRT ROAD.
 NM1844'
 NM1844'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1844
 NM1844                          STATION RECOVERY (1948)
 NM1844
 NM1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1844'STATION RECOVERED AND ALL MARKS WAS FOUND IN GOOD CONDITION.
 NM1844'A NEW DESCRIPTION FOLLOWS.
 NM1844'
 NM1844'THE STATION IS LOCATED ABOUT 4.0 MILES EAST AND 1.5 MILES
 NM1844'NORTH OF VERMILLION, ON LAND OWNED BY MR. DOWD.  IT IS 200
 NM1844'FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, 11 FEET WEST
 NM1844'OF A FENCE CORNER AND 5 FEET SOUTH OF THE SOUTH ROW OF CHINESE
 NM1844'ELM TREES.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 NM1844'IS STAMPED DOWD 1935.
 NM1844'
 NM1844'REFERENCE MARK NO. 1 IS 215.62 FEET SOUTHEAST OF THE STATION,
 NM1844'135 FEET WEST OF THE CENTERLINE OF THE ROAD, 100 FEET WEST
 NM1844'OF A FENCE, 50 FEET EAST OF THE NORTHEAST CORNER OF THE BARN
 NM1844'AND 18 FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE.  THE
 NM1844'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DOWD NO 1
 NM1844'1935.
 NM1844'
 NM1844'REFERENCE MARK NO. 2 IS 116.00 FEET WEST OF THE STATION AND
 NM1844'19 FEET SOUTH OF THE SOUTH ROW OF CHINESE ELM TREES.  THE
 NM1844'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DOWD NO 2
 NM1844'1935.
 NM1844'
 NM1844'AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION, 150
 NM1844'FEET WEST OF THE ROAD, AND 15 FEET NORTH OF THE CENTERLINE
 NM1844'OF THE DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NM1844'IS STAMPED DOWD 1935.
 NM1844'
 NM1844'TO REACH FROM EAST MAIN AND CENTER STREETS IN VERMILLION,
 NM1844'GO EAST ON EAST MAIN FOR 0.6 MILE, TURN LEFT (NORTH) FOR
 NM1844'0.45 MILE, TURN RIGHT (EAST) ON HIGHWAY 50 FOR 3.75 MILES,
 NM1844'TURN LEFT (NORTH) ON GRADED ROAD FOR 1.6 MILES TO A FARM
 NM1844'HOME ON THE LEFT, TURN IN YARD, THEN NORTH ALONG THE WEST
 NM1844'SIDE OF BARN TO ROWS OF TREES AND THE STATION.
 NM1844'
 NM1844'TO REACH THE AZIMUTH FROM THE ENTRANCE TO FARM HOUSE, GO
 NM1844'NORTH 0.6 MILE TO A FARM HOME ON THE LEFT, TURN LEFT FOR 150
 NM1844'FEET TO THE MARK ON THE RIGHT.
 NM1844'
 NM1844'NOTE- A 30 FOOT TOWER TO SEE AZIMUTH OR CLEAR THROUGH ROWS
 NM1844'OF TREES.
 NM1844'
 NM1844'A 74 FOOT SIGNAL AT WILLOUGHBY 1935 IS VISIBLE AT 37 FEET.
 NM1844'
 NM1844'A 74 FOOT SIGNAL AT KALSTAD IS VISIBLE AT 37 FEET.
 NM1844'
 NM1844'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1844
 NM1844                          STATION RECOVERY (1949)
 NM1844
 NM1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1844'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM1844'FOUND TO BE IN GOOD CONDITION.  THE 1948 DESCRIPTION IS
 NM1844'ADEQUATE.
 NM1844'
 NM1844'THE R.M. NO. 2 DISTANCE WAS CHECKED, BUT THE DIRECTION COULD
 NM1844'NOT BE TAKEN BECAUSE A LEG OF THE TOWER WAS IN LINE.  (IT
 NM1844'WAS IMPOSSIBLE TO MAKE A GROUND SET UP AFTER THE TOWER WAS
 NM1844'DISMANTLED BECAUSE NO STATION NOR THE AZIMUTH MARK WAS VISIBLE
 NM1844'FROM THE GROUND.)
 NM1844'
 NM1844'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1844
 NM1844                          STATION RECOVERY (1966)
 NM1844
 NM1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1844'STATION WAS RECOVERED AND ALL MARKS WITH THE EXCEPTION OF REFERENCE
 NM1844'MARK NUMBER 2 WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 NM1844'NUMBER 2 WAS DESTROYED BY FARM MACHINERY.  A NEW REFERENCE MARK,
 NM1844'NUMBER 3 HAS BEEN ESTABLISHED.
 NM1844'
 NM1844'A DIFFERENCE WAS NOTED IN THE ANGLE TO THE AZIMUTH MARK.
 NM1844'
 NM1844'LAND, ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY A
 NM1844'MR. THOMAS DOWD OF OMAHA, NEBRASKA, BUT THE LAND IS OCCUPIED BY A
 NM1844'MR. OLIVER GERARD.
 NM1844'
 NM1844'STATION MARK DISK IS STAMPED DOWD 1935, SET IN THE TOP OF A SQUARE
 NM1844'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS
 NM1844'31.5 FEET NORTHEAST OF A FENCE CORNER AND 12.0 FEET WEST OF A
 NM1844'NORTH-SOUTH FENCELINE.
 NM1844'
 NM1844'REFERENCE MARK NUMBER 1 DISK IS STAMPED DOWD NO 1 1935, SET IN THE
 NM1844'TOP A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  MARK IS
 NM1844'50.0 FEET EAST OF THE NORTHEAST CORNER OF A BARN.
 NM1844'
 NM1844'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 NM1844'DOWD 1935 NO 3 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 NM1844'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 25 FEET SOUTH
 NM1844'OF THE SOUTH EDGE OF A ROW OF TREES, 12 FEET SOUTH OF THE CENTER OF A
 NM1844'FARM LANE AND 1.5 FEET NORTH OF AN EAST-WEST FENCELINE.
 NM1844'
 NM1844'AZIMUTH MARK DISK IS STAMPED DOWD 1935, SET IN THE TOP OF A SQUARE
 NM1844'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 NM1844'MARK IS 148 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 120 FEET
 NM1844'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 60.0 FEET NORTHWEST
 NM1844'OF A 15-INCH SPRUCE TREE, 12 FEET NORTH OF THE CENTER OF A FARM
 NM1844'DRIVEWAY, 9.5 FEET SOUTH OF A WIRE FENCE AND 9.1 FEET SOUTH OF A
 NM1844'METAL WITNESS POST.
 NM1844'
 NM1844'STATION IS REACHED FROM THE UNIVERSITY OF SOUTH DAKOTA ATHELETIC
 NM1844'FIELD IN THE TOWN OF VERMILLION.  GO EAST ON STATE HIGHWAY 50 FOR
 NM1844'4.15 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH ON A GRAVELED
 NM1844'ROAD FOR 1.55 MILES TO THE DOWD FARM HOUSE ON THE LEFT.  TURN
 NM1844'LEFT INTO THE FARM YARD, THEN NORTH PASSING TO THE WEST OF THE
 NM1844'HOUSE AND BARN TO A ROW OF TREES AND STATION, AS DESCRIBED ABOVE.
 NM1844'
 NM1844'AZIMUTH MARK IS REACHED FROM THE DOWD FARM HOUSE.  GO NORTH ON THE
 NM1844'GRAVELED ROAD FOR 0.6 MILE TO A FARM HOUSE, FARM DRIVEWAY AND
 NM1844'AZIMUTH MARK ON THE LEFT, AS DESCRIBED ABOVE.
 NM1844'
 NM1844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/4 MILES
 NM1844'NORTHEAST OF VERMILLION.
 NM1844'
 NM1844'HEIGHT OF LIGHT ABOVE STATION MARK 87.89 FEET.
 NM1844
 NM1844                          STATION RECOVERY (1993)
 NM1844
 NM1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (WO)
 NM1844'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1847 ***********************************************************************
 NM1847  DESIGNATION -  DOWD RM A
 NM1847  PID         -  NM1847
 NM1847  STATE/COUNTY-  SD/CLAY
 NM1847  COUNTRY     -  US
 NM1847  USGS QUAD   -  VERMILLION SE (2017)
 NM1847
 NM1847                         *CURRENT SURVEY CONTROL
 NM1847  ______________________________________________________________________
 NM1847* NAD 83(1996) POSITION- 42 48 34.63480(N) 096 50 46.86126(W)   ADJUSTED
 NM1847* NAVD 88 ORTHO HEIGHT -   379.3   (meters)     1244.    (feet) VERTCON3
 NM1847  ______________________________________________________________________
 NM1847  GEOID HEIGHT    -        -25.535 (meters)                     GEOID18
 NM1847  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 NM1847  HORZ ORDER      -  FIRST
 NM1847
 NM1847.The horizontal coordinates were established by classical geodetic methods
 NM1847.and adjusted by the National Geodetic Survey in January 1998.
 NM1847
 NM1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1847
 NM1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1847.GEOID18 height accuracy estimate available here.
 NM1847
 NM1847.Click photographs - Photos may exist for this station.
 NM1847
 NM1847.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1847
 NM1847. The following values were computed from the NAD 83(1996) position.
 NM1847
 NM1847;                    North         East     Units Scale Factor Converg.
 NM1847;SPC SD S     -    58,898.310   885,126.073   MT  1.00000570   +2 24 19.8
 NM1847;SPC SD S     -   193,235.54  2,903,951.12   sFT  1.00000570   +2 24 19.8
 NM1847;UTM  14      - 4,741,923.337   676,084.657   MT  0.99998146   +1 27 50.1
 NM1847
 NM1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1847!SPC SD S     -   0.99994452  x   1.00000570  =   0.99995022
 NM1847!UTM  14      -   0.99994452  x   0.99998146  =   0.99992598
 NM1847
 NM1847:                Primary Azimuth Mark                     Grid Az
 NM1847:SPC SD S     -  BRANDT                                   185 13 37.7
 NM1847:UTM  14      -  BRANDT                                   186 10 07.4
 NM1847
 NM1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7608441923(NAD 83)
 NM1847
 NM1847|---------------------------------------------------------------------|
 NM1847| PID    Reference Object                     Distance      Geod. Az  |
 NM1847|                                                           dddmmss.s |
 NM1847| NM1743 BRANDT                              APPROX.13.7 KM 1873757.5 |
 NM1847| NM1844 DOWD                                 29.077 METERS 28954     |
 NM1847|---------------------------------------------------------------------|
 NM1847
 NM1847                          SUPERSEDED SURVEY CONTROL
 NM1847
 NM1847  NAD 83(1995)-  42 48 34.63497(N)    096 50 46.86077(W) AD(       ) 1
 NM1847  NAD 83(1986)-  42 48 34.63886(N)    096 50 46.85174(W) AD(       ) 1
 NM1847  NAD 27      -  42 48 34.64536(N)    096 50 45.70186(W) AD(       ) 1
 NM1847  NGVD 29 (07/19/86)  379.1    (m)         1244.     (f) VERT ANG       
 NM1847
 NM1847.Superseded values are not recommended for survey control.
 NM1847
 NM1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1847.See file dsdata.pdf to determine how the superseded data were derived.
 NM1847
 NM1847_MARKER: DS = TRIANGULATION STATION DISK
 NM1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1847_STAMPING: DOWD RM A 1966
 NM1847_MARK LOGO: CGS
 NM1847_PROJECTION: RECESSED 5 CENTIMETERS
 NM1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1847+STABILITY: SURFACE MOTION
 NM1847
 NM1847  HISTORY     - Date     Condition        Report By
 NM1847  HISTORY     - 1966     MONUMENTED       CGS
 NM1847
 NM1847                          STATION DESCRIPTION
 NM1847
 NM1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1847'STATION IS ON THE SAME PROPERTY AND AT THE SAME LOCATION AS
 NM1847'TRIANGULATION STATION DOWD 1935.
 NM1847'
 NM1847'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 NM1847'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 NM1847'SURFACE OF THE GROUND AND IS STAMPED DOWD RM A 1966.  IT IS 130
 NM1847'FEET WEST OF A DIRT ROAD, 78.0 FEET EAST OF A FENCELINE AND 31.5 FEET
 NM1847'SOUTH OF ANOTHER FENCELINE.
 NM1847'
 NM1847'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DOWD 1935,
 NM1847'DISTANCE BEING SHOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2169 ***********************************************************************
 PU2169  DESIGNATION -  DOWLING 2
 PU2169  PID         -  PU2169
 PU2169  STATE/COUNTY-  SD/PENNINGTON
 PU2169  COUNTRY     -  US
 PU2169  USGS QUAD   -  PEDRO (2017)
 PU2169
 PU2169                         *CURRENT SURVEY CONTROL
 PU2169  ______________________________________________________________________
 PU2169* NAD 83(1996) POSITION- 44 25 56.50006(N) 102 01 17.24731(W)   ADJUSTED
 PU2169* NAVD 88 ORTHO HEIGHT -   764.    (meters)     2507.    (feet) SCALED
 PU2169  ______________________________________________________________________
 PU2169  GEOID HEIGHT    -        -19.940 (meters)                     GEOID18
 PU2169  LAPLACE CORR    -         -7.38  (seconds)                    DEFLEC18
 PU2169  HORZ ORDER      -  SECOND
 PU2169
 PU2169.The horizontal coordinates were established by classical geodetic methods
 PU2169.and adjusted by the National Geodetic Survey in January 1998.
 PU2169
 PU2169.The orthometric height was scaled from a topographic map.
 PU2169
 PU2169.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2169.GEOID18 height accuracy estimate available here.
 PU2169
 PU2169.Click photographs - Photos may exist for this station.
 PU2169
 PU2169.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2169
 PU2169. The following values were computed from the NAD 83(1996) position.
 PU2169
 PU2169;                    North         East     Units Scale Factor Converg.
 PU2169;SPC SD S     -   234,561.546   465,597.289   MT  1.00000789   -1 09 52.4
 PU2169;SPC SD S     -   769,557.34  1,527,547.11   sFT  1.00000789   -1 09 52.4
 PU2169;UTM  13      - 4,924,211.788   737,063.271   MT  1.00029118   +2 05 10.1
 PU2169;UTM  14      - 4,924,337.107   259,521.030   MT  1.00031125   -2 06 58.4
 PU2169
 PU2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2169!SPC SD S     -   0.99988328  x   1.00000789  =   0.99989116
 PU2169!UTM  13      -   0.99988328  x   1.00029118  =   1.00017442
 PU2169!UTM  14      -   0.99988328  x   1.00031125  =   1.00019449
 PU2169
 PU2169:                Primary Azimuth Mark                     Grid Az
 PU2169:SPC SD S     -  DOWLING AZ MK                            181 02 07.8
 PU2169:UTM  13      -  DOWLING AZ MK                            177 47 05.3
 PU2169:UTM  14      -  DOWLING AZ MK                            181 59 13.8
 PU2169
 PU2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3706324211(NAD 83)
 PU2169
 PU2169|---------------------------------------------------------------------|
 PU2169| PID    Reference Object                     Distance      Geod. Az  |
 PU2169|                                                           dddmmss.s |
 PU2169| PU2167 DOWLING RM 1                         11.169 METERS 08237     |
 PU2169| CP9195 DOWLING AZ MK                                      1795215.4 |
 PU2169| PU2168 DOWLING RM 2                         11.103 METERS 18339     |
 PU2169|---------------------------------------------------------------------|
 PU2169
 PU2169                          SUPERSEDED SURVEY CONTROL
 PU2169
 PU2169  NAD 83(1986)-  44 25 56.49248(N)    102 01 17.24869(W) AD(       ) 2
 PU2169  NAD 27      -  44 25 56.54790(N)    102 01 15.68881(W) AD(       ) 2
 PU2169
 PU2169.Superseded values are not recommended for survey control.
 PU2169
 PU2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2169.See file dsdata.pdf to determine how the superseded data were derived.
 PU2169
 PU2169_MARKER: DS = TRIANGULATION STATION DISK
 PU2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2169_STAMPING: DOWLING 2 1961
 PU2169_MARK LOGO: CGS
 PU2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2169+STABILITY: SURFACE MOTION
 PU2169
 PU2169  HISTORY     - Date     Condition        Report By
 PU2169  HISTORY     - 1961     MONUMENTED       CGS
 PU2169
 PU2169                          STATION DESCRIPTION
 PU2169
 PU2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2169'STATION IS LOCATED ABOUT 29 MILES NORTH-NORTHEAST OF QUINN,
 PU2169'12-1/2 MILES NORTHWEST OF THE HILLAND CHURCH AND SCHOOL AND
 PU2169'ON THE RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD.  IT IS IN
 PU2169'THE NE 1/4 SEC. 2, T 5 N, R 17 E.
 PU2169'
 PU2169'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PU2169'73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON STATE HIGHWAY
 PU2169'73 FOR 16.9 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT
 PU2169'AND GO WEST FOR 9.3 MILES TO THE HILLAND CHURCH ON THE RIGHT,
 PU2169'CONTINUE WEST ON DIRT ROAD FOR 1.45 MILE TO A SIDE ROAD
 PU2169'ON THE RIGHT, TURN RIGHT AND GO NORTH FOR 1.0 MILES TO A
 PU2169'CROSSROAD, TURN LEFT AND GO WEST-NORTHWEST FOR 3.25 MILES
 PU2169'TO THE DOWLING COMMUNITY CHURCH ON THE LEFT, CONTINUE NORTH
 PU2169'FOR 2.9 MILES TO A T-INTERSECTION, TURN LEFT AND GO WEST AND
 PU2169'NORTH FOR 4.6 MILES TO A CEMETERY ON THE LEFT, CONTINUE
 PU2169'NORTH ON DIRT ROAD FOR 4.55 MILES TO THE AZIMUTH MARK ON
 PU2169'THE LEFT, CONTINUE NORTH FOR 0.3 MILE TO THE STATION ON
 PU2169'THE LEFT.
 PU2169'
 PU2169'STATION MARK, A STANDARD DISK STAMPED DOWLING 2 1961,
 PU2169'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2169'THAT PROJECTS 2 INCHES.  IT IS 11 FEET WEST OF THE CENTER OF
 PU2169'THE NORTH-SOUTH DIRT ROAD, 7 FEET EAST OF THE NORTH-SOUTH
 PU2169'FENCE AND 6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 PU2169'
 PU2169'REFERENCE MARK 1, A STANDARD DISK STAMPED DOWLING NO 1 1950,
 PU2169'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 PU2169'PROJECTS 4 INCHES.  IT IS 23 FEET EAST OF THE CENTER OF THE
 PU2169'NORTH-SOUTH DIRT ROAD.
 PU2169'
 PU2169'REFERENCE MARK 2, A STANDARD DISK STAMPED DOWLING NO 2 1950,
 PU2169'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 PU2169'PROJECTS 2 INCHES.  IT IS 14 FEET WEST OF THE CENTER OF THE
 PU2169'NORTH-SOUTH DIRT ROAD AND 5 FEET EAST OF THE NORTH-SOUTH FENCE.
 PU2169'
 PU2169'AZIMUTH MARK, A STANDARD DISK STAMPED DOWLING 1950, IS
 PU2169'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PU2169'PROJECTS 4 INCHES.  IT IS 25 FEET WEST OF THE CENTER OF THE
 PU2169'NORTH-SOUTH DIRT ROAD, 3 FEET EAST OF THE NORTH-SOUTH FENCE
 PU2169'AND 3 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2167 ***********************************************************************
 PU2167  DESIGNATION -  DOWLING RM 1
 PU2167  PID         -  PU2167
 PU2167  STATE/COUNTY-  SD/PENNINGTON
 PU2167  COUNTRY     -  US
 PU2167  USGS QUAD   -  PEDRO (2017)
 PU2167
 PU2167                         *CURRENT SURVEY CONTROL
 PU2167  ______________________________________________________________________
 PU2167* NAD 83(1996) POSITION- 44 25 56.54657(N) 102 01 16.74649(W)   ADJUSTED
 PU2167* NAVD 88 ORTHO HEIGHT -   764.    (meters)     2507.    (feet) SCALED
 PU2167  ______________________________________________________________________
 PU2167  GEOID HEIGHT    -        -19.941 (meters)                     GEOID18
 PU2167  LAPLACE CORR    -         -7.40  (seconds)                    DEFLEC18
 PU2167  HORZ ORDER      -  SECOND
 PU2167
 PU2167.The horizontal coordinates were established by classical geodetic methods
 PU2167.and adjusted by the National Geodetic Survey in January 1998.
 PU2167
 PU2167.The orthometric height was scaled from a topographic map.
 PU2167
 PU2167.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2167.GEOID18 height accuracy estimate available here.
 PU2167
 PU2167.Click photographs - Photos may exist for this station.
 PU2167
 PU2167.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2167
 PU2167. The following values were computed from the NAD 83(1996) position.
 PU2167
 PU2167;                    North         East     Units Scale Factor Converg.
 PU2167;SPC SD S     -   234,562.756   465,608.392   MT  1.00000789   -1 09 52.1
 PU2167;SPC SD S     -   769,561.31  1,527,583.53   sFT  1.00000789   -1 09 52.1
 PU2167;UTM  13      - 4,924,213.626   737,074.291   MT  1.00029125   +2 05 10.5
 PU2167;UTM  14      - 4,924,338.133   259,532.155   MT  1.00031118   -2 06 58.1
 PU2167
 PU2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2167!SPC SD S     -   0.99988328  x   1.00000789  =   0.99989117
 PU2167!UTM  13      -   0.99988328  x   1.00029125  =   1.00017449
 PU2167!UTM  14      -   0.99988328  x   1.00031118  =   1.00019442
 PU2167
 PU2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3707424213(NAD 83)
 PU2167
 PU2167                          SUPERSEDED SURVEY CONTROL
 PU2167
 PU2167  NAD 83(1986)-  44 25 56.53899(N)    102 01 16.74788(W) AD(       ) 2
 PU2167  NAD 27      -  44 25 56.59442(N)    102 01 15.18775(W) AD(       ) 2
 PU2167
 PU2167.Superseded values are not recommended for survey control.
 PU2167
 PU2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2167.See file dsdata.pdf to determine how the superseded data were derived.
 PU2167
 PU2167_MARKER: DR = REFERENCE MARK DISK
 PU2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2167_STAMPING: DOWLING NO 1 1950
 PU2167_MARK LOGO: CGS
 PU2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2167+STABILITY: SURFACE MOTION
 PU2167
 PU2167  HISTORY     - Date     Condition        Report By
 PU2167  HISTORY     - 1950     MONUMENTED       CGS
 PU2167
 PU2167                          STATION DESCRIPTION
 PU2167
 PU2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2167'STATION DOWLING  IS LOCATED ABOUT 12-1/2 MILES NORTHWEST OF HILLAND,
 PU2167'0.15 MILE NORTH OF A SECTION LINE TRACK ROAD, 26 FEET WEST
 PU2167'OF THE CENTER OF A DIRT ROAD, 9 FEET NORTHEAST OF A WITNESS
 PU2167'POST, AND 8 FEET EAST OF A WIRE FENCE.
 PU2167'
 PU2167'TO REACH STATION DOWLING FROM THE HILLAND POST OFFICE, GO WEST
 PU2167'ON A GRADED DIRT ROAD FOR 1.45 MILES.  THEN RIGHT, NORTH, FOR
 PU2167'1.0 MILE.  THEN LEFT, WEST AND NORTH, FOR 3.25 MILES TO THE
 PU2167'ASH CREEK CHURCH ON THE LEFT.  CONTINUE NORTH FOR 2.8 MILES
 PU2167'TO A T INTERSECTION.  THEN LEFT, WEST AND NORTH, FOR 4.4
 PU2167'MILES TO A CATTLE GUARD (SCHOOL HOUSE ON THE RIGHT).  THEN
 PU2167'THROUGH CATTLE GUARD, CONTINUE NORTH ON A TRACK ROAD FOR 1.75
 PU2167'MILES TO A CATTLE GUARD ON THE LEFT.  THEN LEFT, WEST AND
 PU2167'NORTH, FOR 2.9 MILES TO THE DOWLING AZIMUTH MARK ON THE LEFT
 PU2167'CONTINUE NORTH FOR 0.3 MILE TO STATION DOWLING ON
 PU2167'THE LEFT AS DESCRIBED.
 PU2167'
 PU2167'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE CENTER OF A TRACK
 PU2167'ROAD.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED DOWLING
 PU2167'NO 1 1950.
 PU2167'
 PU2167'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2167'CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2168 ***********************************************************************
 PU2168  DESIGNATION -  DOWLING RM 2
 PU2168  PID         -  PU2168
 PU2168  STATE/COUNTY-  SD/PENNINGTON
 PU2168  COUNTRY     -  US
 PU2168  USGS QUAD   -  PEDRO (2017)
 PU2168
 PU2168                         *CURRENT SURVEY CONTROL
 PU2168  ______________________________________________________________________
 PU2168* NAD 83(1996) POSITION- 44 25 56.14110(N) 102 01 17.27930(W)   ADJUSTED
 PU2168* NAVD 88 ORTHO HEIGHT -   764.    (meters)     2507.    (feet) SCALED
 PU2168  ______________________________________________________________________
 PU2168  GEOID HEIGHT    -        -19.940 (meters)                     GEOID18
 PU2168  LAPLACE CORR    -         -7.38  (seconds)                    DEFLEC18
 PU2168  HORZ ORDER      -  SECOND
 PU2168
 PU2168.The horizontal coordinates were established by classical geodetic methods
 PU2168.and adjusted by the National Geodetic Survey in January 1998.
 PU2168
 PU2168.The orthometric height was scaled from a topographic map.
 PU2168
 PU2168.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2168.GEOID18 height accuracy estimate available here.
 PU2168
 PU2168.Click photographs - Photos may exist for this station.
 PU2168
 PU2168.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2168
 PU2168. The following values were computed from the NAD 83(1996) position.
 PU2168
 PU2168;                    North         East     Units Scale Factor Converg.
 PU2168;SPC SD S     -   234,550.483   465,596.356   MT  1.00000787   -1 09 52.4
 PU2168;SPC SD S     -   769,521.04  1,527,544.04   sFT  1.00000787   -1 09 52.4
 PU2168;UTM  13      - 4,924,200.686   737,062.967   MT  1.00029118   +2 05 10.1
 PU2168;UTM  14      - 4,924,326.057   259,519.913   MT  1.00031125   -2 06 58.4
 PU2168
 PU2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2168!SPC SD S     -   0.99988328  x   1.00000787  =   0.99989114
 PU2168!UTM  13      -   0.99988328  x   1.00029118  =   1.00017442
 PU2168!UTM  14      -   0.99988328  x   1.00031125  =   1.00019449
 PU2168
 PU2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3706224200(NAD 83)
 PU2168
 PU2168                          SUPERSEDED SURVEY CONTROL
 PU2168
 PU2168  NAD 83(1986)-  44 25 56.13352(N)    102 01 17.28068(W) AD(       ) 2
 PU2168  NAD 27      -  44 25 56.18978(N)    102 01 15.72074(W) AD(       ) 2
 PU2168
 PU2168.Superseded values are not recommended for survey control.
 PU2168
 PU2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2168.See file dsdata.pdf to determine how the superseded data were derived.
 PU2168
 PU2168_MARKER: DR = REFERENCE MARK DISK
 PU2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2168_STAMPING: DOWLING NO 2 1950
 PU2168_MARK LOGO: CGS
 PU2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2168+STABILITY: SURFACE MOTION
 PU2168
 PU2168  HISTORY     - Date     Condition        Report By
 PU2168  HISTORY     - 1950     MONUMENTED       CGS
 PU2168
 PU2168                          STATION DESCRIPTION
 PU2168
 PU2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2168'TO REACH STATION DOWLING FROM THE HILLAND POST OFFICE, GO WEST
 PU2168'ON A GRADED DIRT ROAD FOR 1.45 MILES.  THEN RIGHT, NORTH, FOR
 PU2168'1.0 MILE.  THEN LEFT, WEST AND NORTH, FOR 3.25 MILES TO THE
 PU2168'ASH CREEK CHURCH ON THE LEFT.  CONTINUE NORTH FOR 2.8 MILES
 PU2168'TO A T INTERSECTION.  THEN LEFT, WEST AND NORTH, FOR 4.4
 PU2168'MILES TO A CATTLE GUARD (SCHOOL HOUSE ON THE RIGHT).  THEN
 PU2168'THROUGH CATTLE GUARD, CONTINUE NORTH ON A TRACK ROAD FOR 1.75
 PU2168'MILES TO A CATTLE GUARD ON THE LEFT.  THEN LEFT, WEST AND
 PU2168'NORTH, FOR 2.9 MILES TO THE DOWLING AZIMUTH MARK ON THE LEFT AS
 PU2168'DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO THE STATION.
 PU2168'
 PU2168'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTER OF THE TRACK
 PU2168'ROAD, AND 8 FEET EAST OF A WIRE FENCE.  IT PROJECTS 3 INCHES,
 PU2168'AND THE DISK IS STAMPED DOWLING NO 2 1950.
 PU2168'
 PU2168'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2168'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0169 ***********************************************************************
 QT0169  DESIGNATION -  DOWN
 QT0169  PID         -  QT0169
 QT0169  STATE/COUNTY-  SD/PERKINS
 QT0169  COUNTRY     -  US
 QT0169  USGS QUAD   -  CEDAR CANYON (2017)
 QT0169
 QT0169                         *CURRENT SURVEY CONTROL
 QT0169  ______________________________________________________________________
 QT0169* NAD 83(1996) POSITION- 45 03 10.94117(N) 102 44 35.55442(W)   ADJUSTED
 QT0169* NAVD 88 ORTHO HEIGHT -   924.117 (meters)     3031.87  (feet) ADJUSTED
 QT0169  ______________________________________________________________________
 QT0169  GEOID HEIGHT    -        -17.700 (meters)                     GEOID18
 QT0169  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 QT0169  DYNAMIC HEIGHT  -        923.921 (meters)     3031.23  (feet) COMP
 QT0169  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 QT0169
 QT0169  HORZ ORDER      -  SECOND
 QT0169  VERT ORDER      -  SECOND    CLASS 0
 QT0169
 QT0169.The horizontal coordinates were established by classical geodetic methods
 QT0169.and adjusted by the National Geodetic Survey in January 1998.
 QT0169
 QT0169.The orthometric height was determined by differential leveling and
 QT0169.adjusted by the NATIONAL GEODETIC SURVEY
 QT0169.in June 1991.
 QT0169
 QT0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0169.GEOID18 height accuracy estimate available here.
 QT0169
 QT0169.Click photographs - Photos may exist for this station.
 QT0169
 QT0169.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0169
 QT0169.The dynamic height is computed by dividing the NAVD 88
 QT0169.geopotential number by the normal gravity value computed on the
 QT0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0169.degrees latitude (g = 980.6199 gals.).
 QT0169
 QT0169.The modeled gravity was interpolated from observed gravity values.
 QT0169
 QT0169. The following values were computed from the NAD 83(1996) position.
 QT0169
 QT0169;                    North         East     Units Scale Factor Converg.
 QT0169;SPC SD N     -   139,197.271   383,960.759   MT  0.99993911   -1 56 29.3
 QT0169;SPC SD N     -   456,683.05  1,259,711.26   sFT  0.99993911   -1 56 29.3
 QT0169;UTM  13      - 4,991,320.055   677,705.409   MT  0.99998831   +1 35 51.7
 QT0169
 QT0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0169!SPC SD N     -   0.99985791  x   0.99993911  =   0.99979703
 QT0169!UTM  13      -   0.99985791  x   0.99998831  =   0.99984622
 QT0169
 QT0169:                Primary Azimuth Mark                     Grid Az
 QT0169:SPC SD N     -  HEAD                                     317 38 55.7
 QT0169:UTM  13      -  HEAD                                     314 06 34.7
 QT0169
 QT0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7770591320(NAD 83)
 QT0169
 QT0169|---------------------------------------------------------------------|
 QT0169| PID    Reference Object                     Distance      Geod. Az  |
 QT0169|                                                           dddmmss.s |
 QT0169| QT0171 DOWN RM 1                            12.206 METERS 00733     |
 QT0169| QT0168 TT 27 JNF                           111.997 METERS 23741     |
 QT0169| QT0170 DOWN RM 2                            10.138 METERS 27730     |
 QT0169| QT0439 HEAD                                APPROX. 1.9 KM 3154226.4 |
 QT0169|---------------------------------------------------------------------|
 QT0169
 QT0169                          SUPERSEDED SURVEY CONTROL
 QT0169
 QT0169  NAD 83(1993)-  45 03 10.93322(N)    102 44 35.55289(W) AD(       ) 2
 QT0169  NAD 83(1986)-  45 03 10.93173(N)    102 44 35.55271(W) AD(       ) 2
 QT0169  NAD 27      -  45 03 10.97190(N)    102 44 33.95860(W) AD(       ) 2
 QT0169  NGVD 29 (??/??/92)  923.650  (m)         3030.34   (f) ADJ UNCH    2 0
 QT0169  NGVD 29             923.65   (m)         3030.3    (f) LEVELING    3  
 QT0169
 QT0169.Superseded values are not recommended for survey control.
 QT0169
 QT0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0169.See file dsdata.pdf to determine how the superseded data were derived.
 QT0169
 QT0169_MARKER: DS = TRIANGULATION STATION DISK
 QT0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0169_STAMPING: DOWN 1962
 QT0169_MARK LOGO: CGS
 QT0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0169+STABILITY: SURFACE MOTION
 QT0169
 QT0169  HISTORY     - Date     Condition        Report By
 QT0169  HISTORY     - 1962     MONUMENTED       CGS
 QT0169  HISTORY     - 1962     GOOD             CGS
 QT0169
 QT0169                          STATION DESCRIPTION
 QT0169
 QT0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0169'THE STATION IS 7-3/4 MILES WEST-NORTHWEST OF MAURINE, 7-1/2
 QT0169'MILES EAST-NORTHEAST OF MUD BUTTE, 2 MILES NORTH OF U.S. HIGHWAY
 QT0169'212 AND 1 MILE NORTH OF THE PERKINS-MEADE COUNTY LINE.  IT IS
 QT0169'ON THE SUMMIT OF A LOW HILL, ON THE WEST SIDE OF A NORTH-SOUTH
 QT0169'FENCE.
 QT0169'
 QT0169'TO REACH THE STATION FROM THE STORE AND POST OFFICE AT MAURINE,
 QT0169'DRIVE WEST ON U.S. HIGHWAY 212 FOR 6.5 MILES TO A SIDE ROAD
 QT0169'ON THE RIGHT, WHICH IS 0.2 MILE EAST OF THE HIGHWAY HISTORICAL
 QT0169'MONUMENT, BEN ASH.  TURN RIGHT AND DRIVE NORTH ON THE GRAVELED
 QT0169'ROAD FOR 1.0 MILE TO A CURVE TO THE WEST IN THE ROAD.  TURN
 QT0169'LEFT WITH THE ROAD AND CONTINUE 0.3 MILE TO A CURVE TO THE
 QT0169'NORTH.  TURN NORTH AND CONTINUE 0.75 MILE, THENCE TURN LEFT,
 QT0169'WEST, WITH THE ROAD FOR 0.5 MILE, THENCE TURN NORTH WITH THE
 QT0169'ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT AT THE SUMMIT
 QT0169'OF A LOW HILL AND THE STATION 75 YARDS TO THE EAST.
 QT0169'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A SIDE
 QT0169'ROAD ON THE LEFT AND A TRACK ROAD ON THE RIGHT.  TURN
 QT0169'BACK SHARP RIGHT, PASS THROUGH THE GRADER DITCH, THEN DRIVE
 QT0169'SOUTHEASTERLY ON THE TRACK ROAD FOR 0.2 MILE TO THE
 QT0169'SUMMIT OF A HILL, A NORTH-SOUTH FENCE AND THE STATION.
 QT0169'
 QT0169'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 ARE
 QT0169'STANDARD DISKS SET IN THE TOPS OF CYLINDERICAL CONCRETE
 QT0169'MONUMENTS, 12 INCHES IN DIAMETER.
 QT0169'
 QT0169'THE SURFACE-STATION MARK, STAMPED DOWN 1962, PROJECTS 6 INCHES
 QT0169'ABOVE THE SURFACE OF THE GROUND.  IT IS 97.0 FEET EAST OF A
 QT0169'TELEPHONE POLE, 26.5 FEET WEST OF A POWERLINE POLE, 5.5 FEET
 QT0169'WEST OF THE NORTH-SOUTH FENCE AND 5.0 FEET WEST OF A METAL
 QT0169'WITNESS POST WITH SIGN ATTACHED.
 QT0169'
 QT0169'THE UNDERGROUND-STATION MARK, STAMPED DOWN 1962, IS SET IN
 QT0169'THE TOP OF A MASS OF CONCRETE 48 INCHES BELOW THE SURFACE
 QT0169'OF THE GROUND.
 QT0169'
 QT0169'REFERENCE MARK 1, STAMPED DOWN NO 1 1962, IS 1.0 FOOT WEST
 QT0169'OF THE FENCE, ABOUT 1.0 FOOT LOWER IN ELEVATION THAN THE
 QT0169'STATION MARK AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 QT0169'GROUND.
 QT0169'
 QT0169'REFERENCE MARK 2, STAMPED DOWN NO 2 1962, IS 63.5 FEET EAST
 QT0169'OF THE TELEPHONE POLE, 39.0 FEET WEST OF THE FENCE, ABOUT THE
 QT0169'SAME ELEVATION AS THE STATION MARK AND PROJECTS 5 INCHES ABOVE
 QT0169'THE SURFACE OF THE GROUND.
 QT0169
 QT0169                          STATION RECOVERY (1962)
 QT0169
 QT0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QT0169'9.5 MI NW FROM MAURINE.
 QT0169'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0169'THENCE 2.85 MILES NORTH ALONG A COUNTY ROAD, ABOUT MIDWAY BETWEEN
 QT0169'CURVES, ON A SMALL KNOLL, 235 FEET EAST OF THE CENTER LINE OF
 QT0169'THE ROAD, 265 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 QT0169'A TRACK ROAD WEST, 33.3 FEET EAST-SOUTHEAST OF R.M. 2, 28 FEET
 QT0169'WEST OF A POWER POLE, 7.5 FEET WEST OF A FENCE, 6.5 FEET WEST
 QT0169'OF A WITNESS POST, 40.0 FEET SOUTH-SOUTHWEST OF R.M. 1, ABOUT
 QT0169'15 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 QT0169'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0171 ***********************************************************************
 QT0171  DESIGNATION -  DOWN RM 1
 QT0171  PID         -  QT0171
 QT0171  STATE/COUNTY-  SD/PERKINS
 QT0171  COUNTRY     -  US
 QT0171  USGS QUAD   -  CEDAR CANYON (2017)
 QT0171
 QT0171                         *CURRENT SURVEY CONTROL
 QT0171  ______________________________________________________________________
 QT0171* NAD 83(1986) POSITION- 45 03 11.33   (N) 102 44 35.48   (W)   HD_HELD1
 QT0171* NAVD 88 ORTHO HEIGHT -   923.814 (meters)     3030.88  (feet) ADJUSTED
 QT0171  ______________________________________________________________________
 QT0171  GEOID HEIGHT    -        -17.701 (meters)                     GEOID18
 QT0171  DYNAMIC HEIGHT  -        923.618 (meters)     3030.24  (feet) COMP
 QT0171  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 QT0171
 QT0171  VERT ORDER      -  SECOND    CLASS 0
 QT0171
 QT0171.The horizontal coordinates were determined by differentially corrected
 QT0171.hand held GPS observations or other comparable positioning techniques
 QT0171.and have an estimated accuracy of +/- 3 meters.
 QT0171
 QT0171.The orthometric height was determined by differential leveling and
 QT0171.adjusted by the NATIONAL GEODETIC SURVEY
 QT0171.in June 1991.
 QT0171
 QT0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0171.GEOID18 height accuracy estimate available here.
 QT0171
 QT0171.Click photographs - Photos may exist for this station.
 QT0171
 QT0171.The dynamic height is computed by dividing the NAVD 88
 QT0171.geopotential number by the normal gravity value computed on the
 QT0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0171.degrees latitude (g = 980.6199 gals.).
 QT0171
 QT0171.The modeled gravity was interpolated from observed gravity values.
 QT0171
 QT0171;                    North         East    Units  Estimated Accuracy
 QT0171;SPC SD N     -   139,209.2     383,962.8     MT  (+/- 3 meters HH1 GPS) 
 QT0171
 QT0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7770691332(NAD 83)
 QT0171
 QT0171                          SUPERSEDED SURVEY CONTROL
 QT0171
 QT0171  NGVD 29 (??/??/92)  923.347  (m)         3029.35   (f) ADJ UNCH    2 0
 QT0171
 QT0171.Superseded values are not recommended for survey control.
 QT0171
 QT0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0171.See file dsdata.pdf to determine how the superseded data were derived.
 QT0171
 QT0171_MARKER: DR = REFERENCE MARK DISK
 QT0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0171_STAMPING: DOWN NO 1 1962
 QT0171_MARK LOGO: CGS
 QT0171_PROJECTION: PROJECTING 9 CENTIMETERS
 QT0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0171+STABILITY: SURFACE MOTION
 QT0171
 QT0171  HISTORY     - Date     Condition        Report By
 QT0171  HISTORY     - 1962     MONUMENTED       CGS
 QT0171
 QT0171                          STATION DESCRIPTION
 QT0171
 QT0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0171'9.5 MI NW FROM MAURINE.
 QT0171'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0171'THENCE 2.85 MILES NORTH ALONG A COUNTY ROAD, ON A KNOLL, 237 FEET
 QT0171'EAST OF THE CENTER LINE OF THE ROAD, 40.0 FEET NORTH-NORTHEAST
 QT0171'OF THE STATION, 52.4 FEET NORTHEAST OF R.M. 2, 40 1/2 FEET
 QT0171'NORTH-NORTHWEST OF A POWER POLE, 1.1 FEET WEST OF A FENCE, ABOUT
 QT0171'LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 QT0171'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0170 ***********************************************************************
 QT0170  DESIGNATION -  DOWN RM 2
 QT0170  PID         -  QT0170
 QT0170  STATE/COUNTY-  SD/PERKINS
 QT0170  COUNTRY     -  US
 QT0170  USGS QUAD   -  CEDAR CANYON (2017)
 QT0170
 QT0170                         *CURRENT SURVEY CONTROL
 QT0170  ______________________________________________________________________
 QT0170* NAD 83(1986) POSITION- 45 03 10.98   (N) 102 44 36.01   (W)   HD_HELD1
 QT0170* NAVD 88 ORTHO HEIGHT -   923.910 (meters)     3031.19  (feet) ADJUSTED
 QT0170  ______________________________________________________________________
 QT0170  GEOID HEIGHT    -        -17.700 (meters)                     GEOID18
 QT0170  DYNAMIC HEIGHT  -        923.714 (meters)     3030.55  (feet) COMP
 QT0170  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 QT0170
 QT0170  VERT ORDER      -  SECOND    CLASS 0
 QT0170
 QT0170.The horizontal coordinates were determined by differentially corrected
 QT0170.hand held GPS observations or other comparable positioning techniques
 QT0170.and have an estimated accuracy of +/- 3 meters.
 QT0170
 QT0170.The orthometric height was determined by differential leveling and
 QT0170.adjusted by the NATIONAL GEODETIC SURVEY
 QT0170.in June 1991.
 QT0170
 QT0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0170.GEOID18 height accuracy estimate available here.
 QT0170
 QT0170.Click photographs - Photos may exist for this station.
 QT0170
 QT0170.The dynamic height is computed by dividing the NAVD 88
 QT0170.geopotential number by the normal gravity value computed on the
 QT0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0170.degrees latitude (g = 980.6199 gals.).
 QT0170
 QT0170.The modeled gravity was interpolated from observed gravity values.
 QT0170
 QT0170;                    North         East    Units  Estimated Accuracy
 QT0170;SPC SD N     -   139,198.8     383,950.8     MT  (+/- 3 meters HH1 GPS) 
 QT0170
 QT0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7769591320(NAD 83)
 QT0170
 QT0170                          SUPERSEDED SURVEY CONTROL
 QT0170
 QT0170  NGVD 29 (??/??/92)  923.442  (m)         3029.66   (f) ADJ UNCH    2 0
 QT0170
 QT0170.Superseded values are not recommended for survey control.
 QT0170
 QT0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0170.See file dsdata.pdf to determine how the superseded data were derived.
 QT0170
 QT0170_MARKER: DR = REFERENCE MARK DISK
 QT0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0170_STAMPING: DOWN NO 2 1962
 QT0170_MARK LOGO: CGS
 QT0170_PROJECTION: PROJECTING 9 CENTIMETERS
 QT0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0170+STABILITY: SURFACE MOTION
 QT0170
 QT0170  HISTORY     - Date     Condition        Report By
 QT0170  HISTORY     - 1962     MONUMENTED       CGS
 QT0170
 QT0170                          STATION DESCRIPTION
 QT0170
 QT0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0170'9.5 MI NW FROM MAURINE.
 QT0170'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0170'THENCE 2.85 MILES NORTH ALONG A COUNTY ROAD, ON A KNOLL, 198 FEET
 QT0170'EAST OF THE CENTER LINE OF THE ROAD, 33.3 FEET WEST-NORTHWEST OF
 QT0170'THE STATION, 52.4 FEET SOUTHWEST OF R.M. 1, 66 FEET EAST OF A
 QT0170'TELEPHONE POLE, ABOUT LEVEL WITH THE STATION, AND SET IN THE
 QT0170'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1002 ***********************************************************************
 PR1002  DESIGNATION -  DOYLE
 PR1002  PID         -  PR1002
 PR1002  STATE/COUNTY-  SD/DEUEL
 PR1002  COUNTRY     -  US
 PR1002  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR1002
 PR1002                         *CURRENT SURVEY CONTROL
 PR1002  ______________________________________________________________________
 PR1002* NAD 83(1996) POSITION- 44 38 03.41311(N) 096 43 21.03036(W)   ADJUSTED
 PR1002* NAVD 88 ORTHO HEIGHT -   614.    (meters)     2014.    (feet) SCALED
 PR1002  ______________________________________________________________________
 PR1002  GEOID HEIGHT    -        -25.109 (meters)                     GEOID18
 PR1002  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 PR1002  HORZ ORDER      -  SECOND
 PR1002
 PR1002.The horizontal coordinates were established by classical geodetic methods
 PR1002.and adjusted by the National Geodetic Survey in January 1998.
 PR1002
 PR1002.The orthometric height was scaled from a topographic map.
 PR1002
 PR1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1002.GEOID18 height accuracy estimate available here.
 PR1002
 PR1002.Click photographs - Photos may exist for this station.
 PR1002
 PR1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1002
 PR1002. The following values were computed from the NAD 83(1996) position.
 PR1002
 PR1002;                    North         East     Units Scale Factor Converg.
 PR1002;SPC SD N     -    94,266.373   859,978.457   MT  0.99996543   +2 19 10.6
 PR1002;SPC SD N     -   309,272.26  2,821,445.99   sFT  0.99996543   +2 19 10.6
 PR1002;UTM  14      - 4,944,848.077   680,640.069   MT  1.00000129   +1 36 02.0
 PR1002
 PR1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1002!SPC SD N     -   0.99990763  x   0.99996543  =   0.99987306
 PR1002!UTM  14      -   0.99990763  x   1.00000129  =   0.99990892
 PR1002
 PR1002:                Primary Azimuth Mark                     Grid Az
 PR1002:SPC SD N     -  DOYLE AZ MK                              025 30 37.0
 PR1002:UTM  14      -  DOYLE AZ MK                              026 13 45.6
 PR1002
 PR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8064044848(NAD 83)
 PR1002
 PR1002|---------------------------------------------------------------------|
 PR1002| PID    Reference Object                     Distance      Geod. Az  |
 PR1002|                                                           dddmmss.s |
 PR1002| PR1003 DOYLE AZ MK                         APPROX. 4.5 KM 0274947.6 |
 PR1002| PR0999 TORONTO MUNICIPAL TANK              APPROX. 9.4 KM 1373112.6 |
 PR1002| CO8435 DOYLE RM 1                          129.308 METERS 21508     |
 PR1002| CO8436 DOYLE RM 2                           73.875 METERS 26925     |
 PR1002|---------------------------------------------------------------------|
 PR1002
 PR1002                          SUPERSEDED SURVEY CONTROL
 PR1002
 PR1002  NAD 83(1986)-  44 38 03.40998(N)    096 43 21.01107(W) AD(       ) 2
 PR1002  NAD 27      -  44 38 03.53685(N)    096 43 19.80351(W) AD(       ) 2
 PR1002
 PR1002.Superseded values are not recommended for survey control.
 PR1002
 PR1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1002.See file dsdata.pdf to determine how the superseded data were derived.
 PR1002
 PR1002_MARKER: DD = SURVEY DISK
 PR1002_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR1002+WITH SETTING: INFORMATION.
 PR1002_STAMPING: DOYLE 1968
 PR1002_MARK LOGO: USGS
 PR1002_PROJECTION: RECESSED 61 CENTIMETERS
 PR1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1002
 PR1002  HISTORY     - Date     Condition        Report By
 PR1002  HISTORY     - 1968     MONUMENTED       USGS
 PR1002
 PR1002                          STATION DESCRIPTION
 PR1002
 PR1002'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR1002'STATION IS LOCATED 4.0 MI N. AND 4.0 MI W. OF TOWN OF TORONTO,
 PR1002'IN SW 1/4 OF SEC. 33, T. 114 N., R. 49 W.
 PR1002'
 PR1002'TO REACH FROM THE POST OFFICE IN TORONTO, GO W. ON STATE
 PR1002'HWY. 28, 2.0 MI TO CROSSROADS, TURN RIGHT (N.), GO 4.0 MI
 PR1002'ON U.S. HWY. 77 TO CROSSROADS, TURN LEFT (W.), GO 2.0 MI TO
 PR1002'CROSSROADS, TURN RIGHT (N.), GO 0.25 MI TO STATION ON RIGHT.
 PR1002'
 PR1002'STATION IS 1353 FT N. OF E.-W. RD., 279.7 FT E. OF N.-S.
 PR1002'RD. AND IS IN CULTIVATED FIELD.  STATION MARK IS STANDARD
 PR1002'TABLET CRIMPED ON COPPER WELD ROD BURIED 2 FT BELOW THE
 PR1002'SURFACE AND IS STAMPED ET DOYLE 1968.
 PR1002'
 PR1002'REFERENCE MARK NO. 1 IS SW, OF THE STATION, 1011 FT N. OF
 PR1002'E.-W. RD., 37 FT E. OF N.-S. RD., 2.2 FT N. OF POWER LINE
 PR1002'POLE AND IS STAMPED DOYLE NO. 1 1968.
 PR1002'
 PR1002'REFERENCE MARK NO. 2 IS W. OF STATION, 1353 FT N. OF E.-W.
 PR1002'RD., 37 FT E. OF N.-S. RD., 6.0 FT SE. OF USGS WITNESS POST,
 PR1002'2.2 FT S. OF POWER LINE POLE AND IS STAMPED DOYLE NO. 2
 PR1002'1968.
 PR1002'
 PR1002'REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON COPPER
 PR1002'WELD RODS, SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN.
 PR1002'DRAIN TILE FILLED WITH GRAVEL.
 PR1002'
 PR1002'NO AZIMUTH MARK WAS SET.  STATIONS ET VIEW AND KNOB ARE
 PR1002'GROUND VISIBLE.  DIRECTION WAS TURNED TO THE TORONTO M.W.T.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1003 ***********************************************************************
 PR1003  DESIGNATION -  DOYLE AZ MK
 PR1003  PID         -  PR1003
 PR1003  STATE/COUNTY-  SD/DEUEL
 PR1003  COUNTRY     -  US
 PR1003  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR1003
 PR1003                         *CURRENT SURVEY CONTROL
 PR1003  ______________________________________________________________________
 PR1003* NAD 83(1996) POSITION- 44 40 11.21192(N) 096 41 46.47885(W)   ADJUSTED
 PR1003* NAVD 88 ORTHO HEIGHT -   602.    (meters)     1975.    (feet) SCALED
 PR1003  ______________________________________________________________________
 PR1003  GEOID HEIGHT    -        -25.165 (meters)                     GEOID18
 PR1003  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 PR1003  HORZ ORDER      -  SECOND
 PR1003
 PR1003.The horizontal coordinates were established by classical geodetic methods
 PR1003.and adjusted by the National Geodetic Survey in January 1998.
 PR1003
 PR1003.The orthometric height was scaled from a topographic map.
 PR1003
 PR1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1003.GEOID18 height accuracy estimate available here.
 PR1003
 PR1003.Click photographs - Photos may exist for this station.
 PR1003
 PR1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1003
 PR1003. The following values were computed from the NAD 83(1996) position.
 PR1003
 PR1003;                    North         East     Units Scale Factor Converg.
 PR1003;SPC SD N     -    98,292.525   861,899.715   MT  0.99996114   +2 20 17.5
 PR1003;SPC SD N     -   322,481.39  2,827,749.31   sFT  0.99996114   +2 20 17.5
 PR1003;UTM  14      - 4,948,849.986   682,611.755   MT  1.00001009   +1 37 12.1
 PR1003
 PR1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1003!SPC SD N     -   0.99990952  x   0.99996114  =   0.99987067
 PR1003!UTM  14      -   0.99990952  x   1.00001009  =   0.99991961
 PR1003
 PR1003:                Primary Azimuth Mark                     Grid Az
 PR1003:SPC SD N     -  DOYLE                                    205 30 36.6
 PR1003:UTM  14      -  DOYLE                                    206 13 42.0
 PR1003
 PR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8261148849(NAD 83)
 PR1003
 PR1003|---------------------------------------------------------------------|
 PR1003| PID    Reference Object                     Distance      Geod. Az  |
 PR1003|                                                           dddmmss.s |
 PR1003| PR0991 HIGHLAND CHURCH SPIRE               APPROX. 6.0 KM 0961108.3 |
 PR1003| PR1002 DOYLE                               APPROX. 4.5 KM 2075054.1 |
 PR1003|---------------------------------------------------------------------|
 PR1003
 PR1003                          SUPERSEDED SURVEY CONTROL
 PR1003
 PR1003  NAD 83(1986)-  44 40 11.20813(N)    096 41 46.46082(W) AD(       ) 2
 PR1003  NAD 27      -  44 40 11.33654(N)    096 41 45.25430(W) AD(       ) 2
 PR1003
 PR1003.Superseded values are not recommended for survey control.
 PR1003
 PR1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1003.See file dsdata.pdf to determine how the superseded data were derived.
 PR1003
 PR1003_MARKER: DD = SURVEY DISK
 PR1003_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PR1003_STAMPING: DOYLE AZIMUTH MARK 1968
 PR1003_MARK LOGO: USGS
 PR1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1003
 PR1003  HISTORY     - Date     Condition        Report By
 PR1003  HISTORY     - 1968     MONUMENTED       USGS
 PR1003
 PR1003                          STATION DESCRIPTION
 PR1003
 PR1003'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR1003'STATION IS ABOUT 5.8 MI S. OF TOWN OF CLEAR LAKE, IN NW 1/4
 PR1003'OF SEC. 22, T. 114 N., R. 49 W.
 PR1003'
 PR1003'TO REACH FROM THE JCT. OF U.S. HWY. 77 AND STATE HWY. 22 AT
 PR1003'S. EDGE OF CLEAR LAKE, GO S. ON U.S. HWY. 77, 5.0 MI TO CROSSROADS,
 PR1003'TURN RIGHT (W.) AND GO 1.0 MI TO CROSSROADS, TURN LEFT (S.)
 PR1003'AND GO 0.3 MI TO LANE E. TO FARMHOUSE, TURN LEFT (E.) AND
 PR1003'CONTINUE ABOUT 0.2 MI PAST FARMHOUSE AND BARN TO SMALL PROMINENT
 PR1003'KNOLL AND STATION.
 PR1003'
 PR1003'STATION IS 113.6 FT S. OF E.-W. FENCE, 90.0 FT W. OF N.-S.
 PR1003'FENCE, 89.0 FT W. OF USGS WITNESS POST, AND IS STAMPED DOYLE
 PR1003'AZIMUTH MARK 1968.
 PR1003'
 PR1003'STATION MARK IS STANDARD TABLET SET FLUSH WITH THE GROUND
 PR1003'AND CENTERED IN 6 IN. DRAIN TILE FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0903 ***********************************************************************
 PR0903  DESIGNATION -  DRAKOLA
 PR0903  PID         -  PR0903
 PR0903  STATE/COUNTY-  SD/KINGSBURY
 PR0903  COUNTRY     -  US
 PR0903  USGS QUAD   -  HOWARD NE (2017)
 PR0903
 PR0903                         *CURRENT SURVEY CONTROL
 PR0903  ______________________________________________________________________
 PR0903* NAD 83(1996) POSITION- 44 14 18.80737(N) 097 30 15.04041(W)   ADJUSTED
 PR0903* NAVD 88 ORTHO HEIGHT -   532.6   (meters)     1747.    (feet) VERTCON3
 PR0903  ______________________________________________________________________
 PR0903  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 PR0903  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 PR0903  HORZ ORDER      -  FIRST
 PR0903
 PR0903.The horizontal coordinates were established by classical geodetic methods
 PR0903.and adjusted by the National Geodetic Survey in January 1998.
 PR0903
 PR0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0903
 PR0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0903.GEOID18 height accuracy estimate available here.
 PR0903
 PR0903.Click photographs - Photos may exist for this station.
 PR0903
 PR0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0903
 PR0903. The following values were computed from the NAD 83(1996) position.
 PR0903
 PR0903;                    North         East     Units Scale Factor Converg.
 PR0903;SPC SD N     -    48,103.211   799,352.736   MT  1.00003888   +1 45 59.0
 PR0903;SPC SD N     -   157,818.62  2,622,543.10   sFT  1.00003888   +1 45 59.0
 PR0903;SPC SD S     -   215,509.459   825,953.097   MT  0.99996545   +1 57 06.1
 PR0903;SPC SD S     -   707,050.62  2,709,814.45   sFT  0.99996545   +1 57 06.1
 PR0903;UTM  14      - 4,899,457.345   619,445.028   MT  0.99977546   +1 02 37.2
 PR0903
 PR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0903!SPC SD N     -   0.99992048  x   1.00003888  =   0.99995936
 PR0903!SPC SD S     -   0.99992048  x   0.99996545  =   0.99988593
 PR0903!UTM  14      -   0.99992048  x   0.99977546  =   0.99969596
 PR0903
 PR0903:                Primary Azimuth Mark                     Grid Az
 PR0903:SPC SD N     -  HANSEN                                   047 22 37.8
 PR0903:SPC SD S     -  HANSEN                                   047 11 30.7
 PR0903:UTM  14      -  HANSEN                                   048 05 59.6
 PR0903
 PR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1944599457(NAD 83)
 PR0903
 PR0903|---------------------------------------------------------------------|
 PR0903| PID    Reference Object                     Distance      Geod. Az  |
 PR0903|                                                           dddmmss.s |
 PR0903| PR0898 LAKE PRESTON FLOUR MILL STACK       APPROX.17.2 KM 0345540.9 |
 PR0903| PR0897 LAKE PRESTON CONG CH SPIRE          APPROX.17.2 KM 0364057.5 |
 PR0903| PR0896 LAKE PRESTON SCHOOLHOUSE CUP        APPROX.17.2 KM 0372045.7 |
 PR0903| PR0472 HANSEN                              APPROX.10.9 KM 0490836.8 |
 PR0903| PR0891 FREEDOM CHURCH SPIRE                APPROX.14.3 KM 1683758.9 |
 PR0903| PR0892 BERTON BAPTIST CHURCH SPIRE         APPROX. 9.6 KM 1685044.4 |
 PR0903| CO5594 DRAKOLA RM                                         17918     |
 PR0903| PR0914 CARTHAGE MIDDLE HEIGHT SPIRE        APPROX.18.6 KM 2455324.3 |
 PR0903| PR0913 CARTHAGE HIGHEST SPIRE              APPROX.18.7 KM 2462526.3 |
 PR0903|---------------------------------------------------------------------|
 PR0903
 PR0903                          SUPERSEDED SURVEY CONTROL
 PR0903
 PR0903  NAD 83(1986)-  44 14 18.80626(N)    097 30 15.00622(W) AD(       ) 1
 PR0903  NAD 27      -  44 14 18.91400(N)    097 30 13.74700(W) AD(       ) 1
 PR0903  USSD        -  44 14 19.08200(N)    097 30 14.17400(W) AD(       ) 3
 PR0903  NGVD 29 (07/19/86)  532.3    (m)         1746.     (f) VERT ANG       
 PR0903
 PR0903.Superseded values are not recommended for survey control.
 PR0903
 PR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0903.See file dsdata.pdf to determine how the superseded data were derived.
 PR0903
 PR0903_MARKER: N = NAIL
 PR0903_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0903_PROJECTION: RECESSED 5 CENTIMETERS
 PR0903_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0903
 PR0903  HISTORY     - Date     Condition        Report By
 PR0903  HISTORY     - 1903     MONUMENTED       CGS
 PR0903  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0903  HISTORY     - 1971     GOOD             USGS
 PR0903
 PR0903                          STATION DESCRIPTION
 PR0903
 PR0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0903'SITUATED IN THE SW. 1/4 SEC. 13, T. 109 N., R. 56 W., ON LAND
 PR0903'RENTED TO B. HERRICK.  IT IS 1 MILE NORTH AND 9-5/8 MILES WEST
 PR0903'OF OLDHAM, AND ON THE NORTH LINE OF A WAGON ROAD ALONG THE
 PR0903'SOUTH SIDE OF THE SECTION.  THE STATION IS MARKED BY A STANDARD
 PR0903'AZIMUTH MARK DISK, THE PIPES BEING 2 INCHES IN DIAMETER.
 PR0903'THE REFERENCE MARK IS UNDER THE WIRE FENCE ON THE SOUTH
 PR0903'SIDE OF THE ROAD AND IS 17.173 METERS FROM THE STATION
 PR0903'S 00 DEG 42 MIN E, IT IS 0.40 METER LOWER IN
 PR0903'ELEVATION THAN THE STATION.  THE SOUTHWEST CORNER OF THE
 PR0903'SECTION IS CONNECTED WITH THE TRIANGULATION STATION.  THE
 PR0903'FOLLOWING BEARINGS AND DISTANCES ARE FROM THE TRIANGULATION
 PR0903'STATION--A LARGE NEW BARN, EAST GABLE, S 43 DEG 45 MIN W, ABOUT
 PR0903'150 METERS.  HOUSE CHIMNEY, N 65 DEG 55 MIN W, ABOUT 450
 PR0903'METERS.  HOUSE CHIMNEY, N 25 DEG 24 MIN E, ABOUT 400 METERS.
 PR0903
 PR0903                          STATION RECOVERY (1935)
 PR0903
 PR0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0903'RECOVERED MAY 17, 1935, FOUND IN GOOD CONDITION.  SURFACE
 PR0903'MARK IS A NAIL IN AN IRON PIPE FILLED WITH AND SET IN CONCRETE,
 PR0903'2 INCHES BELOW THE SURFACE OF GROUND, IN SE 1/4 SW 1/4 SEC.
 PR0903'13, T. 109 N., R. 56 W., IN PUBLIC-ROAD RIGHT-OF-WAY, ABOUT
 PR0903'1/8 MILE WEST OF SOUTH 1/4 CORNER OF SECTION, 25 FEET NORTH
 PR0903'OF THE CENTER LINE OF ROAD, AND 6 FEET SOUTH OF NORTH
 PR0903'RIGHT-OF-WAY FENCE.  REFERENCE MARK IS A NAIL IN AN IRON PIPE
 PR0903'FILLED WITH AND SET IN CONCRETE, FLUSH WITH THE SURFACE
 PR0903'OF GROUND, UNDER A RIGHT-OF-WAY FENCE AT THE SOUTH SIDE
 PR0903'OF ROAD, 31 FEET SOUTH OF THE CENTER LINE OF ROAD, AND 56.3
 PR0903'FEET SOUTH OF STATION.
 PR0903'
 PR0903'AZIMUTH MARK SOUTHWEST CORNER SEC. 13, T. 109 N., R. 56 W.,
 PR0903'WAS DUG FOR AT THE INTERSECTION OF ROADS BUT WAS NOT FOUND.
 PR0903'THE OTHER AZIMUTH MARKS APPEAR TO BE USABLE.
 PR0903
 PR0903                          STATION RECOVERY (1971)
 PR0903
 PR0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLW)
 PR0903'STA. AND REFERENCE MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 PR0903'AZ. MK. WAS NOT FOUND.
 PR0903'
 PR0903'DISTANCE TO REF. MARK MISSED -0.07 FT.
 PR0903'
 PR0903'DIRECTIONS TO REF. MARK MISSED - 763.0 SEC + 139.0 SEC
 PR0903'
 PR0903'STATION IS 5 FT. S. OF USC AND GS WITNESS POST.
 PR0903'
 PR0903'THE OLD DESCRIPTION IS ADEQUATE.
 PR0903'
 PR0903'NO SPIRES OR SMOKESTACK VISIBLE FROM GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1766 ***********************************************************************
 PU1766  DESIGNATION -  DRY
 PU1766  PID         -  PU1766
 PU1766  STATE/COUNTY-  SD/BUTTE
 PU1766  COUNTRY     -  US
 PU1766  USGS QUAD   -  MUD BUTTES (2017)
 PU1766
 PU1766                         *CURRENT SURVEY CONTROL
 PU1766  ______________________________________________________________________
 PU1766* NAD 83(1996) POSITION- 44 45 26.29306(N) 103 51 25.66959(W)   ADJUSTED
 PU1766* NAVD 88 ORTHO HEIGHT -  1016.840 (meters)     3336.08  (feet) ADJUSTED
 PU1766  ______________________________________________________________________
 PU1766  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 PU1766  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 PU1766  DYNAMIC HEIGHT  -       1016.565 (meters)     3335.18  (feet) COMP
 PU1766  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PU1766
 PU1766  HORZ ORDER      -  SECOND
 PU1766  VERT ORDER      -  FIRST     CLASS II
 PU1766
 PU1766.The horizontal coordinates were established by classical geodetic methods
 PU1766.and adjusted by the National Geodetic Survey in January 1998.
 PU1766
 PU1766.The orthometric height was determined by differential leveling and
 PU1766.adjusted by the NATIONAL GEODETIC SURVEY
 PU1766.in April 2000.
 PU1766
 PU1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1766.GEOID18 height accuracy estimate available here.
 PU1766
 PU1766.Click photographs - Photos may exist for this station.
 PU1766
 PU1766.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1766
 PU1766.The dynamic height is computed by dividing the NAVD 88
 PU1766.geopotential number by the normal gravity value computed on the
 PU1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1766.degrees latitude (g = 980.6199 gals.).
 PU1766
 PU1766.The modeled gravity was interpolated from observed gravity values.
 PU1766
 PU1766. The following values were computed from the NAD 83(1996) position.
 PU1766
 PU1766;                    North         East     Units Scale Factor Converg.
 PU1766;SPC SD N     -   109,947.153   294,726.456   MT  0.99995220   -2 43 47.4
 PU1766;SPC SD N     -   360,718.28    966,948.38   sFT  0.99995220   -2 43 47.4
 PU1766;UTM  13      - 4,956,625.733   590,455.114   MT  0.99970061   +0 48 17.1
 PU1766
 PU1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1766!SPC SD N     -   0.99984302  x   0.99995220  =   0.99979523
 PU1766!UTM  13      -   0.99984302  x   0.99970061  =   0.99954368
 PU1766
 PU1766:                Primary Azimuth Mark                     Grid Az
 PU1766:SPC SD N     -  DRY AZ MK                                140 30 34.7
 PU1766:UTM  13      -  DRY AZ MK                                136 58 30.2
 PU1766
 PU1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9045556625(NAD 83)
 PU1766
 PU1766|---------------------------------------------------------------------|
 PU1766| PID    Reference Object                     Distance      Geod. Az  |
 PU1766|                                                           dddmmss.s |
 PU1766| PU1765 DRY RM 1                             10.349 METERS 13523     |
 PU1766| PU1764 DRY AZ MK                                          1374647.3 |
 PU1766| PU1767 DRY RM 2                             11.772 METERS 32719     |
 PU1766|---------------------------------------------------------------------|
 PU1766
 PU1766                          SUPERSEDED SURVEY CONTROL
 PU1766
 PU1766  NAD 83(1993)-  44 45 26.28828(N)    103 51 25.67054(W) AD(       ) 2
 PU1766  NAD 83(1986)-  44 45 26.28192(N)    103 51 25.66435(W) AD(       ) 2
 PU1766  NAD 27      -  44 45 26.33580(N)    103 51 23.92740(W) AD(       ) 2
 PU1766  NAVD 88 (06/15/91) 1016.823  (m)         3336.03   (f) SUPERSEDED  1 2
 PU1766  NGVD 29 (??/??/92) 1016.344  (m)         3334.46   (f) ADJ UNCH    1 2
 PU1766  NGVD 29            1016.34   (m)         3334.4    (f) LEVELING    3  
 PU1766
 PU1766.Superseded values are not recommended for survey control.
 PU1766
 PU1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1766.See file dsdata.pdf to determine how the superseded data were derived.
 PU1766
 PU1766_MARKER: DS = TRIANGULATION STATION DISK
 PU1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1766_STAMPING: DRY 1950
 PU1766_MARK LOGO: CGS
 PU1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1766+STABILITY: SURFACE MOTION
 PU1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1766+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1766
 PU1766  HISTORY     - Date     Condition        Report By
 PU1766  HISTORY     - 1950     MONUMENTED       CGS
 PU1766  HISTORY     - 1962     GOOD             CGS
 PU1766  HISTORY     - 1962     GOOD             CGS
 PU1766  HISTORY     - 1978     GOOD             NGS
 PU1766  HISTORY     - 1984     GOOD             LOCENG
 PU1766  HISTORY     - 19980920 GOOD             NGS
 PU1766  HISTORY     - 20110822 GOOD             GEOCAC
 PU1766
 PU1766                          STATION DESCRIPTION
 PU1766
 PU1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1766'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH OF BELLE FOURCHE,
 PU1766'0.2 MILE WEST OF U.S. HIGHWAY NO. 85, 21 FEET EAST OF THE
 PU1766'CENTER OF A GRADED DIRT ROAD, 5 FEET NORTHWEST OF A WITNESS
 PU1766'POST, AND 4.5 FEET WEST OF A WIRE FENCE.
 PU1766'
 PU1766'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 212 AND 85,
 PU1766'AT THE NORTH EDGE OF BELLE FOURCHE.  GO NORTH ON U.S. NO. 85
 PU1766'FOR 5.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PU1766'CONTINUE NORTH ON U.S. NO. 85 FOR 0.2 MILE TO A SIDE ROAD
 PU1766'LEFT.  TURN LEFT AND GO WEST ON A GRADED DIRT ROAD FOR 0.2
 PU1766'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PU1766'
 PU1766'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU1766'DRY 1950.
 PU1766'
 PU1766'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE ROAD,
 PU1766'AND 2.5 FEET WEST OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND
 PU1766'THE DISK IS STAMPED DRY NO 1 1950.
 PU1766'
 PU1766'REFERENCE MARK NO. 2 IS 43 FEET EAST OF THE CENTER OF THE ROAD,
 PU1766'AND 1.4 FEET WEST OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 PU1766'DISK IS STAMPED DRY NO 2 1950.
 PU1766'
 PU1766'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 PU1766'NO. 85, 3 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A
 PU1766'WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED DRY
 PU1766'1950.
 PU1766'
 PU1766'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU1766'CYLINDERS.
 PU1766
 PU1766                          STATION RECOVERY (1962)
 PU1766
 PU1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1766'STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 PU1766'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 PU1766'DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DIRECTION
 PU1766'TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS DIRECTION 1 MINUTE
 PU1766'59 SECONDS.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2
 PU1766'WERE VERIFIED.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 PU1766'
 PU1766'FOLLOWING IS A NEW DESCRIPTION--
 PU1766'
 PU1766'THE STATION IS 6 MILES NORTH OF BELLE FOURCHE, 0.25 MILES WEST
 PU1766'OF U.S. HIGHWAY 85 AND ON THE NORTHEAST RIGHT-OF-WAY OF A
 PU1766'DIRT ROAD.
 PU1766'
 PU1766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND
 PU1766'85 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85
 PU1766'FOR 5.0 MILES TO THE TOP OF A HILL AND A DIRT ROAD ON THE
 PU1766'LEFT.  TURN LEFT AND GO WEST ON THE DIRT ROAD FOR 0.25 MILE TO
 PU1766'THE STATION ON THE RIGHT.
 PU1766'
 PU1766'STATION MARK IS A STANDARD DISK STAMPED DRY 1950, SET IN A
 PU1766'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 27 FEET
 PU1766'NORTHEAST OF THE CENTER OF THE DIRT ROAD, 7.5 FEET SOUTH OF A
 PU1766'METAL WITNESS POST AND 5 FEET SOUTHWEST OF A FENCE.
 PU1766'THE UNDERGROUND MARK WAS NOT INSPECTED BY THIS PARTY.
 PU1766'
 PU1766'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRY NO 1 1950, IS
 PU1766'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 PU1766'22 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 3 FEET
 PU1766'SOUTH OF THE FENCE.
 PU1766'
 PU1766'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DRY NO 2 1950,
 PU1766'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT
 PU1766'IS 46 FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD AND 1.5
 PU1766'FEET SOUTHEAST OF THE FENCE.
 PU1766'
 PU1766'AZIMUTH MARK, A STANDARD DISK STAMPED DRY 1950, IS SET IN A
 PU1766'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 43 FEET
 PU1766'EAST OF THE CENTER OF HIGHWAY 85, 10.6 FEET EAST OF A
 PU1766'TELEPHONE POLE, 10 FEET NORTH OF A T-FENCE CORNER, 1 FOOT
 PU1766'WEST OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 PU1766'
 PU1766'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 PU1766'DIRT ROAD FOR 0.25 MILE TO U.S. HIGHWAY 85.  TURN RIGHT AND
 PU1766'GO SOUTH ON HIGHWAY 85 FOR 0.2 MILE TO THE AZIMITH MARK ON
 PU1766'THE LEFT.
 PU1766'
 PU1766'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 PU1766
 PU1766                          STATION RECOVERY (1962)
 PU1766
 PU1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1766'6.4 MI N FROM BELLE FOURCHE.
 PU1766'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1766'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.3
 PU1766'MILE WEST ALONG A GRAVELED ROAD, ON THE INSIDE OF A CURVE IN
 PU1766'SECTION 10, T 9 N, R 2 E, 21 FEET NORTHEAST OF THE CENTER LINE OF
 PU1766'THE ROAD, 5 FEET SOUTHWEST OF A FENCE, 1.1 FEET NORTH OF A METAL
 PU1766'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU1766'CONCRETE POST PROJECTING 1-INCH.
 PU1766
 PU1766                          STATION RECOVERY (1978)
 PU1766
 PU1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PU1766'STATION MARK, RM 1, RM 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PU1766'CONDITION.
 PU1766'
 PU1766'STATION WAS NOT OCCUPIED AT THIS TIME
 PU1766'
 PU1766'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF BELLE FOURCHE, 0.2 MILE
 PU1766'WEST OF U.S. HIGHWAY 85.
 PU1766'
 PU1766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 85 AT
 PU1766'THE NORTH EDGE OF BELLE FOURCHE, GO NORTH U.S. HIGHWAY 85 FOR 4.9
 PU1766'MILE TO AZIMUTH MARK ABOUT 300 FEET TO THE RIGHT.  CONTINUE NORTH ON
 PU1766'HIGHWAY FOR 0.15 MILE TO SIDE ROAD LEFT, TURN LEFT, GO WEST ON GRAVEL
 PU1766'ROAD FOR 0.2 MILE TO CATTLE GUARD AND STATION ON RIGHT.
 PU1766'
 PU1766'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PU1766'---DRY 1950---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 PU1766'(12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND
 PU1766'LOCATED 14.9 METERS (49 FEET) NW FROM CENTER OF CATTLE GUARD, 6.1
 PU1766'METERS (20 FEET) SE FROM POWER POLE, AND 3.23 METERS (10.6 FEET) SE
 PU1766'FROM WITNESS POST.
 PU1766'
 PU1766'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU1766'STAMPED---DRY 1950---.
 PU1766'
 PU1766'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU1766'STAMPED---DRY NO 1 1950---SET INTO THE TOP OF A ROUND CONCRETE
 PU1766'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 PU1766'ABOVE THE GROUND LOCATED 16.5 METERS (54 FEET) SE FROM POWER LINE
 PU1766'POLE, 13.26 METERS (43.5 FEET) SE FROM WITNESS SIGN NAILED TO FENCE
 PU1766'POST, 6.7 METERS (22 FEET) NNW FROM CENTER OF CATTLE GUARD, 1.98
 PU1766'METERS (6.5 FEET) WSW FROM FENCE CORNER, AND IS LEVEL WITH THE
 PU1766'STATION.
 PU1766'
 PU1766'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU1766'STAMPED---DRY NO 2 1950---SET INTO THE TOP OF A ROUND CONCRETE
 PU1766'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 13 CM (5 INCHES)
 PU1766'ABOVE THE GROUND LOCATED 8.5 METERS (28 FEET) NW FROM WITNESS SIGN
 PU1766'NAILED TO FENCE POST, 5.5 METERS (18 FEET) NW FROM POWER LINE POLE,
 PU1766'14.0 METERS (46 FEET) NW FROM CENTER ROAD, 0.46 METER (1.5 FEET) SE
 PU1766'FROM FENCE, AND IS LEVEL WITH THE STATION.
 PU1766'
 PU1766'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU1766'STAMPED---DRY 1950---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PU1766'30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES) ABOVE THE
 PU1766'GROUND LOCATED 86.3 METERS (283 FEET) E FROM CENTER OF U.S. HIGHWAY
 PU1766'85, 64.9 METERS (213 FEET) SE FROM GATE, 14.0 METERS (46 FEET) SW
 PU1766'FROM POWER LINE POLE 0 1154, 2.59 METERS (8.5 FEET) N FROM FENCE
 PU1766'CORNER, 0.37 METER (1.2 FEET) NE FROM WITNESS POST, AND 0.3 METER (1
 PU1766'FOOT) W FROM FENCE.
 PU1766
 PU1766                          STATION RECOVERY (1984)
 PU1766
 PU1766'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MLC)
 PU1766'DRY 1950 RECOVERED GOOD.
 PU1766'
 PU1766'DRY NO 1 1950 RECOVERED GOOD.
 PU1766'
 PU1766'DRY NO 2 1950 RECOVERED GOOD.
 PU1766'
 PU1766'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF BELLE
 PU1766'FOURCHE.
 PU1766
 PU1766                          STATION RECOVERY (1998)
 PU1766
 PU1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1766'8.4 KM (5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1766'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.4 KM (0.25 MI) WESTERLY
 PU1766'ALONG A GRAVELED ROAD, 11.8 M (38.7 FT) EAST OF REFERENCE MARK 2, 10.3
 PU1766'M (33.8 FT) WEST OF REFERENCE MARK 1, 9.0 M (29.5 FT) NORTHEAST OF THE
 PU1766'ROAD CENTER, 1.3 M (4.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.3
 PU1766'M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.05
 PU1766'M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 PU1766'PROPERTY OWNED BY TOM DAVIS, HC 64, BOX 38, BELLE FOURCHE, SD 57717.
 PU1766
 PU1766                          STATION RECOVERY (2011)
 PU1766
 PU1766'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1766'RM 1, RM 2 AND AZ ALSO FOUND.  AZ IS ABOUT TEN FT ABOVE THE CURRENT
 PU1766'ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0904 ***********************************************************************
 OR0904  DESIGNATION -  DRY
 OR0904  PID         -  OR0904
 OR0904  STATE/COUNTY-  SD/GREGORY
 OR0904  COUNTRY     -  US
 OR0904  USGS QUAD   -  DIXON NE (2017)
 OR0904
 OR0904                         *CURRENT SURVEY CONTROL
 OR0904  ______________________________________________________________________
 OR0904* NAD 83(1996) POSITION- 43 25 21.01715(N) 099 17 14.42250(W)   ADJUSTED
 OR0904* NAVD 88 ORTHO HEIGHT -   565.    (meters)     1854.    (feet) SCALED
 OR0904  ______________________________________________________________________
 OR0904  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 OR0904  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 OR0904  HORZ ORDER      -  SECOND
 OR0904
 OR0904.The horizontal coordinates were established by classical geodetic methods
 OR0904.and adjusted by the National Geodetic Survey in January 1998.
 OR0904
 OR0904.The orthometric height was scaled from a topographic map.
 OR0904
 OR0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0904.GEOID18 height accuracy estimate available here.
 OR0904
 OR0904.Click photographs - Photos may exist for this station.
 OR0904
 OR0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0904
 OR0904. The following values were computed from the NAD 83(1996) position.
 OR0904
 OR0904;                    North         East     Units Scale Factor Converg.
 OR0904;SPC SD S     -   121,530.329   684,694.985   MT  0.99991269   +0 43 17.7
 OR0904;SPC SD S     -   398,720.75  2,246,370.13   sFT  0.99991269   +0 43 17.7
 OR0904;UTM  14      - 4,807,775.060   476,740.530   MT  0.99960665   -0 11 51.0
 OR0904
 OR0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0904!SPC SD S     -   0.99991547  x   0.99991269  =   0.99982816
 OR0904!UTM  14      -   0.99991547  x   0.99960665  =   0.99952215
 OR0904
 OR0904:                Primary Azimuth Mark                     Grid Az
 OR0904:SPC SD S     -  DRY AZ MK                                348 50 42.0
 OR0904:UTM  14      -  DRY AZ MK                                349 45 50.7
 OR0904
 OR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7674007775(NAD 83)
 OR0904
 OR0904|---------------------------------------------------------------------|
 OR0904| PID    Reference Object                     Distance      Geod. Az  |
 OR0904|                                                           dddmmss.s |
 OR0904| CO3017 DRY RM 1                             12.603 METERS 19404     |
 OR0904| OR0903 TT 28 PB                             10.182 METERS 25312     |
 OR0904| CO3016 DRY AZ MK                                          3493359.7 |
 OR0904|---------------------------------------------------------------------|
 OR0904
 OR0904                          SUPERSEDED SURVEY CONTROL
 OR0904
 OR0904  NAD 83(1995)-  43 25 21.01637(N)    099 17 14.42499(W) AD(       ) 2
 OR0904  NAD 83(1986)-  43 25 21.01968(N)    099 17 14.42916(W) AD(       ) 2
 OR0904  NAD 27      -  43 25 21.01600(N)    099 17 13.07600(W) AD(       ) 2
 OR0904
 OR0904.Superseded values are not recommended for survey control.
 OR0904
 OR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0904.See file dsdata.pdf to determine how the superseded data were derived.
 OR0904
 OR0904_MARKER: DS = TRIANGULATION STATION DISK
 OR0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0904_STAMPING: DRY 1948
 OR0904_MARK LOGO: CGS
 OR0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0904+STABILITY: SURFACE MOTION
 OR0904
 OR0904  HISTORY     - Date     Condition        Report By
 OR0904  HISTORY     - 1948     MONUMENTED       CGS
 OR0904
 OR0904                          STATION DESCRIPTION
 OR0904
 OR0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0904'LOCATED ABOUT 11 MILES SOUTHEAST OF IONA, 9-1/2 MILES EAST
 OR0904'AND 2-1/2 MILES NORTH OF DIXON AND 1-1/2 MILES SOUTHWEST OF THE
 OR0904'MISSOURI RIVER, ON THE EDGE OF A BLUFF OVERLOOKING THE RIVER.
 OR0904'IT IS NEAR THE CENTER OF SEC. 6, T. 99 N., R. 71 W., ON LAND
 OR0904'OWNED AND OCCUPIED BY MR. RAY LOW.  IT IS ABOUT 100 FEET EAST OF
 OR0904'MR. LOWS HOUSE, ABOUT 31 FEET EAST OF THE FARMYARD FENCE AND
 OR0904'33 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 OR0904'6 INCHES AND THE DISC IS STAMPED DRY 1948.
 OR0904'
 OR0904'REFERENCE MARK NO. 1 IS 41.35 FEET SOUTH OF THE STATION, 1 FOOT
 OR0904'EAST OF THE FARMYARD FENCE AND ABOUT 4 FEET HIGHER THAN THE
 OR0904'STATION MARK.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC
 OR0904'IS STAMPED DRY NO 1 1948.
 OR0904'
 OR0904'REFERENCE MARK NO. 2 IS A USGS BM, 33.41 FEET WEST OF THE
 OR0904'STATION, 1 FOOT SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 OR0904'OF THE FARMYARD FENCE, AND ABOUT 4 FOOT HIGHER THAN THE STATION
 OR0904'MARK.  THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS
 OR0904'ABOUT 8 INCHES AND IS MARKED WITH A USGS DISC THAT IS STAMPED
 OR0904'1946 ELEV 1896 TT 28 PB.
 OR0904'
 OR0904'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH OF THE STATION,
 OR0904'ON THE SUMMIT OF THE SECOND KNOLL IN THAT DIRECTION AND AT
 OR0904'A LOWER ELEVATION THAN THE STATION.  THE MARK, WHICH IS 2.5
 OR0904'FEET WEST OF A WHITE WITNESS POST, PROJECTS ABOUT 6 INCHES AND
 OR0904'THE DISC IS STAMPED DRY 1948.
 OR0904'
 OR0904'THE STATION WAS REACHED FROM THE SMALL VILLAGE OF DIXON BY GOING
 OR0904'EAST FOR 2.0 MILES TO CROSSROADS AT THE JUNCTION OF STATE HIGHWAY
 OR0904'47.  CONTINUE STRAIGHT AHEAD OR EAST, KEEPING EAST AT ALL
 OR0904'INTERSECTIONS FOR 8.2 MILES TO THE SECOND WOODEN BRIDGE JUST
 OR0904'BEYOND FARM BUILDINGS TO THE LEFT.  CONTINUE EASTERLY 2.25 MILES
 OR0904'TO A T-INTERSECTION, THENCE LEFT 0.8 MILE TO FARM BUILDINGS
 OR0904'AND THE STATION SITE AS DESCRIBED ABOVE.
 OR0904'
 OR0904'TO REACH THE AZIMUTH MARK CONTINUE NORTHERLY, PAST THE HOUSE
 OR0904'AND FARM BUILDINGS, AND CONTINUE DOWN THE RIDGE FOR ABOUT 0.6
 OR0904'MILE TO THE MARK AS DESCRIBED ABOVE.
 OR0904'
 OR0904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0841 ***********************************************************************
 PR0841  DESIGNATION -  DRY
 PR0841  PID         -  PR0841
 PR0841  STATE/COUNTY-  SD/HAMLIN
 PR0841  COUNTRY     -  US
 PR0841  USGS QUAD   -  CASTLEWOOD (2017)
 PR0841
 PR0841                         *CURRENT SURVEY CONTROL
 PR0841  ______________________________________________________________________
 PR0841* NAD 83(1996) POSITION- 44 37 30.98387(N) 097 06 27.36827(W)   ADJUSTED
 PR0841* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 PR0841  ______________________________________________________________________
 PR0841  GEOID HEIGHT    -        -24.916 (meters)                     GEOID18
 PR0841  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 PR0841  HORZ ORDER      -  SECOND
 PR0841
 PR0841.The horizontal coordinates were established by classical geodetic methods
 PR0841.and adjusted by the National Geodetic Survey in January 1998.
 PR0841
 PR0841.The orthometric height was scaled from a topographic map.
 PR0841
 PR0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0841.GEOID18 height accuracy estimate available here.
 PR0841
 PR0841.Click photographs - Photos may exist for this station.
 PR0841
 PR0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0841
 PR0841. The following values were computed from the NAD 83(1996) position.
 PR0841
 PR0841;                    North         East     Units Scale Factor Converg.
 PR0841;SPC SD N     -    92,101.969   829,481.512   MT  0.99996658   +2 02 49.4
 PR0841;SPC SD N     -   302,171.21  2,721,390.59   sFT  0.99996658   +2 02 49.4
 PR0841;UTM  14      - 4,943,066.200   650,119.264   MT  0.99987713   +1 19 46.5
 PR0841
 PR0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0841!SPC SD N     -   0.99991826  x   0.99996658  =   0.99988484
 PR0841!UTM  14      -   0.99991826  x   0.99987713  =   0.99979540
 PR0841
 PR0841:                Primary Azimuth Mark                     Grid Az
 PR0841:SPC SD N     -  HAYTI MUNICIPAL TANK                     291 59 19.0
 PR0841:UTM  14      -  HAYTI MUNICIPAL TANK                     292 42 21.9
 PR0841
 PR0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5011943066(NAD 83)
 PR0841
 PR0841|---------------------------------------------------------------------|
 PR0841| PID    Reference Object                     Distance      Geod. Az  |
 PR0841|                                                           dddmmss.s |
 PR0841| CO5601 DRY RM 1                             13.551 METERS 00218     |
 PR0841| CO5602 DRY RM 2                             21.661 METERS 26955     |
 PR0841| PR0851 HAYTI MUNICIPAL TANK                APPROX. 8.6 KM 2940208.4 |
 PR0841|---------------------------------------------------------------------|
 PR0841
 PR0841                          SUPERSEDED SURVEY CONTROL
 PR0841
 PR0841  NAD 83(1986)-  44 37 30.97967(N)    097 06 27.34705(W) AD(       ) 2
 PR0841  NAD 27      -  44 37 31.10671(N)    097 06 26.09900(W) AD(       ) 2
 PR0841
 PR0841.Superseded values are not recommended for survey control.
 PR0841
 PR0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0841.See file dsdata.pdf to determine how the superseded data were derived.
 PR0841
 PR0841_MARKER: DD = SURVEY DISK
 PR0841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0841+WITH SETTING: INFORMATION.
 PR0841_STAMPING: ET DRY 1968
 PR0841_MARK LOGO: USGS
 PR0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0841
 PR0841  HISTORY     - Date     Condition        Report By
 PR0841  HISTORY     - 1968     MONUMENTED       USGS
 PR0841
 PR0841                          STATION DESCRIPTION
 PR0841
 PR0841'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0841'STATION IS LOCATED ABOUT 2.0 MI S. AND 5.0 MI E. OF TOWN OF
 PR0841'HAYTI, ABOUT 2.7 MI N. AND 5.0 MI E. OF TOWN OF LAKE NORDEN, 0.2
 PR0841'MI N. OF DRIVE TO MR. ISAACSONS FARM, AND IN THE NW 1/4 SEC.
 PR0841'5, T. 113 N., R. 52 W.
 PR0841'
 PR0841'TO REACH FROM RIGHT-ANGLE BEND (S. AND E.) IN STATE HWY. 21 IN
 PR0841'NW. PART OF HAYTI, GO E. 4.0 MI TO JCT. WITH U.S. HWY. 81,
 PR0841'TURN RIGHT (S.) AND GO 1.0 MI TO CROSSROADS, TURN LEFT (E.)
 PR0841'AND GO 1.0 MI TO CROSSROADS, TURN RIGHT (S.) AND GO 1.3 MI TO
 PR0841'STATION ON LEFT (E.).
 PR0841'
 PR0841'STATION IS AT S. EDGE OF FIELD ENTRANCE E., 19.4 FT E. OF
 PR0841'N.-S. RD., 3.0 FT W. OF FIELD EDGE, 6.0 FT N. OF USGS WITNESS
 PR0841'POST AND STAMPED ET DRY 1968.
 PR0841'
 PR0841'REFERENCE MARK NO. 1 IS 64.0 FT N. OF FIELD ENTRANCE E., 22.4
 PR0841'FT E. OF N.-S. RD. AND STAMPED DRY NO. 1 1968.
 PR0841'
 PR0841'REFERENCE MARK NO. 2 IS 25.0 FT W. OF N.-S. RD. AND IN LINE WITH
 PR0841'S. EDGE OF FIELD ENTRANCE E. AND STAMPED DRY NO. 2 1968.
 PR0841'
 PR0841'NO AZIMUTH MARK WAS SET.  STATIONS ET GOEMAN, LAKE, AND STONE
 PR0841'ARE GROUND VISIBLE.  DIRECTION OBSERVED TO HAYTI M.W.T.
 PR0841'
 PR0841'ALL MARKS ARE SET FLUSH WITH GROUND AND ARE STANDARD TABLETS
 PR0841'CRIMPED ON COPPER WELD RODS AND CENTERED IN 6 IN. DRAIN TILE
 PR0841'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1096 ***********************************************************************
 PT1096  DESIGNATION -  DRY
 PT1096  PID         -  PT1096
 PT1096  STATE/COUNTY-  SD/DEWEY
 PT1096  COUNTRY     -  US
 PT1096  USGS QUAD   -  CHARLIE CREEK (2017)
 PT1096
 PT1096                         *CURRENT SURVEY CONTROL
 PT1096  ______________________________________________________________________
 PT1096* NAD 83(1996) POSITION- 44 55 10.37310(N) 100 50 34.96056(W)   ADJUSTED
 PT1096* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 PT1096  ______________________________________________________________________
 PT1096  GEOID HEIGHT    -        -21.818 (meters)                     GEOID18
 PT1096  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 PT1096  HORZ ORDER      -  THIRD
 PT1096
 PT1096.The horizontal coordinates were established by classical geodetic methods
 PT1096.and adjusted by the National Geodetic Survey in January 1998.
 PT1096
 PT1096.The orthometric height was scaled from a topographic map.
 PT1096
 PT1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1096.GEOID18 height accuracy estimate available here.
 PT1096
 PT1096.Click photographs - Photos may exist for this station.
 PT1096
 PT1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1096
 PT1096. The following values were computed from the NAD 83(1996) position.
 PT1096
 PT1096;                    North         East     Units Scale Factor Converg.
 PT1096;SPC SD N     -   121,049.046   533,440.726   MT  0.99994174   -0 35 48.0
 PT1096;SPC SD N     -   397,141.75  1,750,130.12   sFT  0.99994174   -0 35 48.0
 PT1096;UTM  14      - 4,975,665.566   354,536.647   MT  0.99986019   -1 18 05.9
 PT1096
 PT1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1096!SPC SD N     -   0.99991023  x   0.99994174  =   0.99985198
 PT1096!UTM  14      -   0.99991023  x   0.99986019  =   0.99977043
 PT1096
 PT1096:                Primary Azimuth Mark                     Grid Az
 PT1096:SPC SD N     -  DRY AZ MK                                349 57 27.8
 PT1096:UTM  14      -  DRY AZ MK                                350 39 45.7
 PT1096
 PT1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5453675665(NAD 83)
 PT1096
 PT1096|---------------------------------------------------------------------|
 PT1096| PID    Reference Object                     Distance      Geod. Az  |
 PT1096|                                                           dddmmss.s |
 PT1096| CO5599 DRY RM 1                             16.838 METERS 18922     |
 PT1096| CO5600 DRY RM 2                             13.423 METERS 29353     |
 PT1096| CO5598 DRY AZ MK                                          3492139.8 |
 PT1096|---------------------------------------------------------------------|
 PT1096
 PT1096                          SUPERSEDED SURVEY CONTROL
 PT1096
 PT1096  NAD 83(1986)-  44 55 10.36642(N)    100 50 34.96092(W) AD(       ) 3
 PT1096  NAD 27      -  44 55 10.42100(N)    100 50 33.44300(W) AD(       ) 3
 PT1096
 PT1096.Superseded values are not recommended for survey control.
 PT1096
 PT1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1096.See file dsdata.pdf to determine how the superseded data were derived.
 PT1096
 PT1096_MARKER: DS = TRIANGULATION STATION DISK
 PT1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1096_STAMPING: DRY 1952
 PT1096_MARK LOGO: CGS
 PT1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1096+STABILITY: SURFACE MOTION
 PT1096
 PT1096  HISTORY     - Date     Condition        Report By
 PT1096  HISTORY     - 1952     MONUMENTED       CGS
 PT1096
 PT1096                          STATION DESCRIPTION
 PT1096
 PT1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1096'THE STATION IS IN SECTION 16, T 11 N, R 27 E, ON THE CHEYENNE
 PT1096'RIVER INDIAN RESERVATION, ABOUT 12 MILES SOUTH AND 2 MILES
 PT1096'WEST OF RIDGEVIEW, ON A DIVIDING RIDGE BETWEEN ROUSSEAU AND
 PT1096'DRY FORK OF FOX CREEKS, 192 FEET WEST-SOUTHWEST OF THE CENTER
 PT1096'OF A TRACK ROAD AND 11 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 PT1096'POST.
 PT1096'
 PT1096'TO REACH THE STATION FROM THE POST OFFICE IN RIDGEVIEW, GO
 PT1096'SOUTHWESTERLY ON U.S. HIGHWAY 212 FOR 6 MILES TO A SMALL
 PT1096'CHURCH AND CEMETERY ON THE RIGHT, CONTINUE SOUTHWESTERLY ON
 PT1096'THE HIGHWAY FOR 0.65 MILE TO A SIDE ROAD ON THE LEFT, TURN
 PT1096'LEFT (SOUTH) CROSS RAILROAD TRACK, GO THROUGH GATE AND FOLLOW
 PT1096'THE TRACK ROAD FOR 0.8 MILE TO A GATE (0.1 MILE NORTHWEST OF
 PT1096'A RANCH HOUSE) GO THROUGH GATE AND GO RIGHT ON TRACK ROAD
 PT1096'AROUND WEST SIDE OF A RESERVOIR FOR 0.55 MILE TO ANOTHER GATE,
 PT1096'GO THROUGH GATE AND BEAR RIGHT WITH THE MAIN TRACK ROAD
 PT1096'FOR 6.25 MILES TO A GATE, GO THROUGH GATE AND CONTINUE
 PT1096'SOUTHEASTERLY ON THE TRACK ROAD FOR 1.8 MILES TO THE
 PT1096'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON THE
 PT1096'TRACK ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT AS
 PT1096'DESCRIBED.
 PT1096'
 PT1096'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1096'DRY 1952.
 PT1096'
 PT1096'REFERENCE MARK 1 IS 195 FEET WEST-SOUTHWEST OF THE CENTER OF
 PT1096'THE TRACK ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 PT1096'STAMPED DRY NO 1 1952.
 PT1096'
 PT1096'REFERENCE MARK 2 IS 213 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 PT1096'TRACK ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1096'DRY NO 2 1952.
 PT1096'
 PT1096'THE AZIMUTH MARK IS 165 FEET WEST OF THE CENTER OF THE TRACK
 PT1096'ROAD AND 11 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1096'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DRY 1952.
 PT1096'
 PT1096'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0788 ***********************************************************************
 OT0788  DESIGNATION -  DRY
 OT0788  PID         -  OT0788
 OT0788  STATE/COUNTY-  SD/CUSTER
 OT0788  COUNTRY     -  US
 OT0788  USGS QUAD   -  FAIRBURN NE (2017)
 OT0788
 OT0788                         *CURRENT SURVEY CONTROL
 OT0788  ______________________________________________________________________
 OT0788* NAD 83(1996) POSITION- 43 41 55.74432(N) 103 03 53.16045(W)   ADJUSTED
 OT0788* NAVD 88 ORTHO HEIGHT -  1003.    (meters)     3291.    (feet) SCALED
 OT0788  ______________________________________________________________________
 OT0788  GEOID HEIGHT    -        -16.723 (meters)                     GEOID18
 OT0788  LAPLACE CORR    -         -8.93  (seconds)                    DEFLEC18
 OT0788  HORZ ORDER      -  SECOND
 OT0788
 OT0788.The horizontal coordinates were established by classical geodetic methods
 OT0788.and adjusted by the National Geodetic Survey in January 1998.
 OT0788
 OT0788.The orthometric height was scaled from a topographic map.
 OT0788
 OT0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0788.GEOID18 height accuracy estimate available here.
 OT0788
 OT0788.Click photographs - Photos may exist for this station.
 OT0788
 OT0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0788
 OT0788. The following values were computed from the NAD 83(1996) position.
 OT0788
 OT0788;                    North         East     Units Scale Factor Converg.
 OT0788;SPC SD S     -   155,313.502   379,876.913   MT  0.99990785   -1 53 03.4
 OT0788;SPC SD S     -   509,557.71  1,246,312.84   sFT  0.99990785   -1 53 03.4
 OT0788;UTM  13      - 4,840,241.862   655,939.710   MT  0.99989911   +1 20 14.1
 OT0788
 OT0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0788!SPC SD S     -   0.99984529  x   0.99990785  =   0.99975316
 OT0788!UTM  13      -   0.99984529  x   0.99989911  =   0.99974442
 OT0788
 OT0788:                Primary Azimuth Mark                     Grid Az
 OT0788:SPC SD S     -  DRY AZ MK                                326 11 45.9
 OT0788:UTM  13      -  DRY AZ MK                                322 58 28.4
 OT0788
 OT0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5593940241(NAD 83)
 OT0788
 OT0788|---------------------------------------------------------------------|
 OT0788| PID    Reference Object                     Distance      Geod. Az  |
 OT0788|                                                           dddmmss.s |
 OT0788| CP9206 DRY RM 1                             15.250 METERS 05403     |
 OT0788| CP9207 DRY RM 2                             11.230 METERS 19556     |
 OT0788| CP9205 DRY AZ MK                                          3241842.5 |
 OT0788|---------------------------------------------------------------------|
 OT0788
 OT0788                          SUPERSEDED SURVEY CONTROL
 OT0788
 OT0788  NAD 83(1995)-  43 41 55.74363(N)    103 03 53.16278(W) AD(       ) 2
 OT0788  NAD 83(1993)-  43 41 55.73491(N)    103 03 53.16371(W) AD(       ) 2
 OT0788  NAD 83(1986)-  43 41 55.72665(N)    103 03 53.16617(W) AD(       ) 2
 OT0788  NAD 27      -  43 41 55.75860(N)    103 03 51.48410(W) AD(       ) 2
 OT0788
 OT0788.Superseded values are not recommended for survey control.
 OT0788
 OT0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0788.See file dsdata.pdf to determine how the superseded data were derived.
 OT0788
 OT0788_MARKER: DS = TRIANGULATION STATION DISK
 OT0788_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0788_STAMPING: DRY 1961
 OT0788_MARK LOGO: CGS
 OT0788_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0788
 OT0788  HISTORY     - Date     Condition        Report By
 OT0788  HISTORY     - 1961     MONUMENTED       CGS
 OT0788
 OT0788                          STATION DESCRIPTION
 OT0788
 OT0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0788'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF HERMOSA,
 OT0788'9-1/2 MILES EAST-SOUTHEAST OF FAIRBURN AND ON PROPERTY OWNED BY
 OT0788'MR. J.E. HORGAN.
 OT0788'
 OT0788'TO REACH THE STATION FROM THE RAILROAD CROSSING, JUST NORTH
 OT0788'OF THE RAILROAD DEPOT IN HERMOSA, GO EAST ON GRAVELED ROAD FOR
 OT0788'0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH AND EAST
 OT0788'ON GRAVELED ROAD FOR 1.75 MILES TO A SIDE ROAD LEFT AND SIGN
 OT0788'DIVIDE ROAD, CONTINUE EAST FOR 3.55 MILES TO A SIDE ROAD RIGHT
 OT0788'AND SIGN REDSHIRT, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 OT0788'FOR 2.65 MILES TO WHERE GRAVELED ROAD ENDS, AND A CATTLE GUARD,
 OT0788'CONTINUE SOUTH ON PRIVATE ROAD CROSSING CATTLE GUARD FOR 1.9
 OT0788'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE ON
 OT0788'TRACK ROAD FOR 1.7 MILES TO A SMALL WOODEN BRIDGE, (ABOUT
 OT0788'0.1 MILE NORTH OF A WINDMILL), CONTINUE ON TRACK ROAD
 OT0788'CROSSING BRIDGE FOR 0.35 MILE TO A DIM TRACK ROAD
 OT0788'CROSSING MAIN ROAD, TURN LEFT AND GO EAST ON TRACK ROAD FOR 0.45
 OT0788'MILE TO A WIRE GATE ON THE RIGHT, CONTINUE EAST FOR 0.35 MILE
 OT0788'TO A WIRE GATE AND AZIMUTH MARK ON THE RIGHT, PASS THROUGH GATE
 OT0788'AND BEAR RIGHT, SOUTHEAST, ACROSS PASTURE FOR 0.3 MILE TO A
 OT0788'FENCE CORNER, GO SOUTH ALONG EAST SIDE OF FENCE FOR 0.15
 OT0788'MILE, BEAR LEFT, EAST-SOUTHEAST, ACROSS PASTURE FOR 0.2
 OT0788'MILE TO A FENCE POST WITH A TRIANGULAR BLAZE AND THE END OF
 OT0788'TRUCK TRAVEL, PACK SOUTH-SOUTHEAST UP HILL FOR ABOUT 400 YARDS
 OT0788'TO THE HIGHEST POINT AND STATION.
 OT0788'
 OT0788'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1961, BRAZED TO
 OT0788'THE TOP OF A CAST IRON PIPE 3 INCHES IN DIAMETER WHICH IS SET
 OT0788'IN THE GROUND AND PROJECTS 3 INCHES.  THE MARK IS 15 FEET WEST OF
 OT0788'THE EAST EDGE OF HILL, 8 FEET EAST OF THE WEST EDGE OF HILL
 OT0788'AND 5.7 FEET SOUTHEAST OF WITNESS POST.
 OT0788'
 OT0788'R.M. 1, A STANDARD DISK STAMPED DRY NO 1 1961, BRAZED TO THE
 OT0788'TOP OF A CAST IRON PIPE 3 INCHES IN DIAMETER WHICH IS SET IN
 OT0788'THE GROUND AND PROJECTS 4 INCHES.  THE MARK IS ON THE SLOPE OF
 OT0788'THE HILL, ABOUT 3 FEET LOWER THAN THE STATION AND IS 17.5 FEET
 OT0788'EAST OF WITNESS POST.
 OT0788'
 OT0788'R.M. 2, A STANDARD DISK STAMPED DRY NO 2 1961, IS SET IN A DRILL
 OT0788'HOLE IN BED ROCK AND IS FLUSH WITH THE GROUND.  THE MARK IS ABOUT
 OT0788'15 FEET LOWER THAN THE STATION, 47.5 FEET SOUTH OF WITNESS
 OT0788'POST, 14 FEET EAST OF THE WEST EDGE OF HILL AND 11 FEET WEST OF
 OT0788'THE EAST EDGE OF HILL.
 OT0788'
 OT0788'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRY 1961, SET IN
 OT0788'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  THE
 OT0788'MARK IS 22.5 FEET SOUTH OF THE CENTER OF WIRE GATE, 3.5 FEET
 OT0788'NORTH OF WITNESS POST AND 2.8 FEET SOUTH OF THE SOUTH GATE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1764 ***********************************************************************
 PU1764  DESIGNATION -  DRY AZ MK
 PU1764  PID         -  PU1764
 PU1764  STATE/COUNTY-  SD/BUTTE
 PU1764  COUNTRY     -  US
 PU1764  USGS QUAD   -  MUD BUTTES (2017)
 PU1764
 PU1764                         *CURRENT SURVEY CONTROL
 PU1764  ______________________________________________________________________
 PU1764* NAD 83(1986) POSITION- 44 45 11.5    (N) 103 51 06.5    (W)   HD_HELD2
 PU1764* NAVD 88 ORTHO HEIGHT -  1008.170 (meters)     3307.64  (feet) ADJUSTED
 PU1764  ______________________________________________________________________
 PU1764  GEOID HEIGHT    -        -15.501 (meters)                     GEOID18
 PU1764  DYNAMIC HEIGHT  -       1007.896 (meters)     3306.74  (feet) COMP
 PU1764  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 PU1764
 PU1764  VERT ORDER      -  FIRST     CLASS II
 PU1764
 PU1764.The horizontal coordinates were established by autonomous hand held GPS
 PU1764.observations and have an estimated accuracy of +/- 10 meters.
 PU1764
 PU1764.The orthometric height was determined by differential leveling and
 PU1764.adjusted by the NATIONAL GEODETIC SURVEY
 PU1764.in April 2000.
 PU1764
 PU1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1764.GEOID18 height accuracy estimate available here.
 PU1764
 PU1764.Click photographs - Photos may exist for this station.
 PU1764
 PU1764.The dynamic height is computed by dividing the NAVD 88
 PU1764.geopotential number by the normal gravity value computed on the
 PU1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1764.degrees latitude (g = 980.6199 gals.).
 PU1764
 PU1764.The modeled gravity was interpolated from observed gravity values.
 PU1764
 PU1764;                    North         East    Units  Estimated Accuracy
 PU1764;SPC SD N     -   109,471.      295,126.      MT  (+/- 10 meters HH2 GPS)
 PU1764
 PU1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9088356175(NAD 83)
 PU1764
 PU1764                          SUPERSEDED SURVEY CONTROL
 PU1764
 PU1764  NAVD 88 (06/15/91) 1008.137  (m)         3307.53   (f) SUPERSEDED  1 2
 PU1764  NGVD 29 (??/??/92) 1007.657  (m)         3305.95   (f) ADJ UNCH    1 2
 PU1764
 PU1764.Superseded values are not recommended for survey control.
 PU1764
 PU1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1764.See file dsdata.pdf to determine how the superseded data were derived.
 PU1764
 PU1764_MARKER: DZ = AZIMUTH MARK DISK
 PU1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1764_STAMPING: DRY 1950
 PU1764_MARK LOGO: CGS
 PU1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1764+STABILITY: SURFACE MOTION
 PU1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1764+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1764
 PU1764  HISTORY     - Date     Condition        Report By
 PU1764  HISTORY     - 1950     MONUMENTED       CGS
 PU1764  HISTORY     - 1962     GOOD             CGS
 PU1764  HISTORY     - 19980920 GOOD             NGS
 PU1764  HISTORY     - 20110822 GOOD             GEOCAC
 PU1764
 PU1764                          STATION DESCRIPTION
 PU1764
 PU1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1764'5.8 MI N FROM BELLE FOURCHE.
 PU1764'ABOUT 5.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1764'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 11,
 PU1764'T 9 N, R 2 E, 0.2 MILE SOUTH OF A T ROAD JUNCTION, 43 FEET EAST OF
 PU1764'THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A TELEPHONE POLE,
 PU1764'9 1/2 FEET NORTH OF A T FENCE INTERSECTION LEADING EAST, 1 FOOT
 PU1764'WEST OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 4
 PU1764'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PU1764'CONCRETE POST PROJECTING 4-INCHES.
 PU1764
 PU1764                          STATION RECOVERY (1998)
 PU1764
 PU1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1764'8.0 KM (4.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1764'U.S. HIGHWAY 212 IN BELLE FOURCHE, 913.0 M (2995.4 FT) NORTH OF
 PU1764'MILEPOST 61, 94.4 M (309.7 FT) EAST OF THE HIGHWAY CENTERLINE, 64.0 M
 PU1764'(210.0 FT) EAST OF A WITNESS POST AND A T-FENCE CORNER, 13.8 M (45.3
 PU1764'FT) SOUTHWEST OF A UTILITY POLE, 7.0 M (23.0 FT) NORTHWEST OF THE
 PU1764'CENTER OF A GATE, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 2.1 M
 PU1764'(6.9 FT) NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 PU1764'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PU1764'KUDLOCK RANCH, HC 64, BOX 34, BELLE FOURCHE, SD 57717.
 PU1764
 PU1764                          STATION RECOVERY (2011)
 PU1764
 PU1764'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1765 ***********************************************************************
 PU1765  DESIGNATION -  DRY RM 1
 PU1765  PID         -  PU1765
 PU1765  STATE/COUNTY-  SD/BUTTE
 PU1765  COUNTRY     -  US
 PU1765  USGS QUAD   -  MUD BUTTES (2017)
 PU1765
 PU1765                         *CURRENT SURVEY CONTROL
 PU1765  ______________________________________________________________________
 PU1765* NAD 83(1986) POSITION- 44 45 26.05   (N) 103 51 25.34   (W)   HD_HELD1
 PU1765* NAVD 88 ORTHO HEIGHT -  1016.886 (meters)     3336.23  (feet) ADJUSTED
 PU1765  ______________________________________________________________________
 PU1765  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 PU1765  DYNAMIC HEIGHT  -       1016.610 (meters)     3335.33  (feet) COMP
 PU1765  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PU1765
 PU1765  VERT ORDER      -  FIRST     CLASS II
 PU1765
 PU1765.The horizontal coordinates were determined by differentially corrected
 PU1765.hand held GPS observations or other comparable positioning techniques
 PU1765.and have an estimated accuracy of +/- 3 meters.
 PU1765
 PU1765.The orthometric height was determined by differential leveling and
 PU1765.adjusted by the NATIONAL GEODETIC SURVEY
 PU1765.in April 2000.
 PU1765
 PU1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1765.GEOID18 height accuracy estimate available here.
 PU1765
 PU1765.Click photographs - Photos may exist for this station.
 PU1765
 PU1765.The dynamic height is computed by dividing the NAVD 88
 PU1765.geopotential number by the normal gravity value computed on the
 PU1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1765.degrees latitude (g = 980.6199 gals.).
 PU1765
 PU1765.The modeled gravity was interpolated from observed gravity values.
 PU1765
 PU1765;                    North         East    Units  Estimated Accuracy
 PU1765;SPC SD N     -   109,939.3     294,733.3     MT  (+/- 3 meters HH1 GPS) 
 PU1765
 PU1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9046256618(NAD 83)
 PU1765
 PU1765                          SUPERSEDED SURVEY CONTROL
 PU1765
 PU1765  NAVD 88 (06/15/91) 1016.845  (m)         3336.10   (f) SUPERSEDED  1 2
 PU1765  NGVD 29 (??/??/92) 1016.366  (m)         3334.53   (f) ADJ UNCH    1 2
 PU1765
 PU1765.Superseded values are not recommended for survey control.
 PU1765
 PU1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1765.See file dsdata.pdf to determine how the superseded data were derived.
 PU1765
 PU1765_MARKER: DR = REFERENCE MARK DISK
 PU1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1765_STAMPING: DRY NO 1 1950
 PU1765_MARK LOGO: CGS
 PU1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1765+STABILITY: SURFACE MOTION
 PU1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1765+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1765
 PU1765  HISTORY     - Date     Condition        Report By
 PU1765  HISTORY     - 1950     MONUMENTED       CGS
 PU1765  HISTORY     - 1962     GOOD             CGS
 PU1765  HISTORY     - 19980920 GOOD             NGS
 PU1765  HISTORY     - 20110822 GOOD             GEOCAC
 PU1765
 PU1765                          STATION DESCRIPTION
 PU1765
 PU1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1765'6.4 MI N FROM BELLE FOURCHE.
 PU1765'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1765'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.3 MILE
 PU1765'WEST ALONG A GRAVELED ROAD, ON THE INSIDE OF A CURVE IN SECTION
 PU1765'10, T 9 N, R 2 E, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PU1765'2 1/2 FEET SOUTHWEST OF A FENCE, 33.9 FEET SOUTHEAST OF DRY 1950,
 PU1765'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1765'PROJECTING 2-INCHES.
 PU1765
 PU1765                          STATION RECOVERY (1998)
 PU1765
 PU1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1765'8.4 KM (5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1765'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.4 KM (0.25 MI) WESTERLY
 PU1765'ALONG A GRAVELED ROAD, 10.3 M (33.8 FT) EAST OF THE STATION MARK, 6.8
 PU1765'M (22.3 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTER, 1.9 M (6.2
 PU1765'FT) NORTHWEST OF A FENCE, 0.9 M (3.0 FT) SOUTHWEST OF A FENCE, AND THE
 PU1765'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 PU1765'MONUMENT IS ON PROPERTY OWNED BY TOM DAVIS, HC 64, BOX 38, BELLE
 PU1765'FOURCHE, SD 57717.
 PU1765
 PU1765                          STATION RECOVERY (2011)
 PU1765
 PU1765'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1767 ***********************************************************************
 PU1767  DESIGNATION -  DRY RM 2
 PU1767  PID         -  PU1767
 PU1767  STATE/COUNTY-  SD/BUTTE
 PU1767  COUNTRY     -  US
 PU1767  USGS QUAD   -  MUD BUTTES (2017)
 PU1767
 PU1767                         *CURRENT SURVEY CONTROL
 PU1767  ______________________________________________________________________
 PU1767* NAD 83(1986) POSITION- 44 45 26.61   (N) 103 51 25.96   (W)   HD_HELD1
 PU1767* NAVD 88 ORTHO HEIGHT -  1016.439 (meters)     3334.77  (feet) ADJUSTED
 PU1767  ______________________________________________________________________
 PU1767  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 PU1767  DYNAMIC HEIGHT  -       1016.163 (meters)     3333.86  (feet) COMP
 PU1767  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PU1767
 PU1767  VERT ORDER      -  FIRST     CLASS II
 PU1767
 PU1767.The horizontal coordinates were determined by differentially corrected
 PU1767.hand held GPS observations or other comparable positioning techniques
 PU1767.and have an estimated accuracy of +/- 3 meters.
 PU1767
 PU1767.The orthometric height was determined by differential leveling and
 PU1767.adjusted by the NATIONAL GEODETIC SURVEY
 PU1767.in April 2000.
 PU1767
 PU1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1767.GEOID18 height accuracy estimate available here.
 PU1767
 PU1767.Click photographs - Photos may exist for this station.
 PU1767
 PU1767.The dynamic height is computed by dividing the NAVD 88
 PU1767.geopotential number by the normal gravity value computed on the
 PU1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1767.degrees latitude (g = 980.6199 gals.).
 PU1767
 PU1767.The modeled gravity was interpolated from observed gravity values.
 PU1767
 PU1767;                    North         East    Units  Estimated Accuracy
 PU1767;SPC SD N     -   109,957.2     294,720.5     MT  (+/- 3 meters HH1 GPS) 
 PU1767
 PU1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9044856635(NAD 83)
 PU1767
 PU1767                          SUPERSEDED SURVEY CONTROL
 PU1767
 PU1767  NAVD 88 (06/15/91) 1016.418  (m)         3334.70   (f) SUPERSEDED  1 2
 PU1767  NGVD 29 (??/??/92) 1015.939  (m)         3333.13   (f) ADJ UNCH    1 2
 PU1767
 PU1767.Superseded values are not recommended for survey control.
 PU1767
 PU1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1767.See file dsdata.pdf to determine how the superseded data were derived.
 PU1767
 PU1767_MARKER: DR = REFERENCE MARK DISK
 PU1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1767_STAMPING: DRY NO 2 1950
 PU1767_MARK LOGO: CGS
 PU1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1767+STABILITY: SURFACE MOTION
 PU1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1767+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1767
 PU1767  HISTORY     - Date     Condition        Report By
 PU1767  HISTORY     - 1950     MONUMENTED       CGS
 PU1767  HISTORY     - 1962     GOOD             CGS
 PU1767  HISTORY     - 19980920 GOOD             NGS
 PU1767  HISTORY     - 20110822 GOOD             GEOCAC
 PU1767
 PU1767                          STATION DESCRIPTION
 PU1767
 PU1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1767'6.4 MI N FROM BELLE FOURCHE.
 PU1767'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1767'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.3 MILE
 PU1767'WEST ALONG A GRAVELED ROAD, ON THE INSIDE OF A CURVE IN SECTION
 PU1767'10, T 9 N, R 2 E, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PU1767'1 1/2 FEET SOUTHWEST OF A FENCE, 38.6 FEET NORTHWEST OF DRY
 PU1767'1950, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1767'POST PROJECTING 6-INCHES.
 PU1767
 PU1767                          STATION RECOVERY (1998)
 PU1767
 PU1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1767'8.4 KM (5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1767'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.4 KM (0.25 MI) WESTERLY
 PU1767'ALONG A GRAVELED ROAD, 11.8 M (38.7 FT) WEST OF THE STATION MARK, 13.7
 PU1767'M (44.9 FT) NORTHEAST OF THE ROAD CENTER, 1.0 M (3.3 FT) SOUTHWEST OF
 PU1767'A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT
 PU1767'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 PU1767'IS ON PROPERTY OWNED BY TOM DAVIS, HC 64, BOX 38, BELLE FOURCHE, SD
 PU1767'57717.
 PU1767
 PU1767                          STATION RECOVERY (2011)
 PU1767
 PU1767'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0382 ***********************************************************************
 QQ0382  DESIGNATION -  DRYWOOD
 QQ0382  PID         -  QQ0382
 QQ0382  STATE/COUNTY-  SD/ROBERTS
 QQ0382  COUNTRY     -  US
 QQ0382  USGS QUAD   -  WHITESTONE LAKE (2017)
 QQ0382
 QQ0382                         *CURRENT SURVEY CONTROL
 QQ0382  ______________________________________________________________________
 QQ0382* NAD 83(1996) POSITION- 45 37 50.45492(N) 097 08 48.37312(W)   ADJUSTED
 QQ0382* NAVD 88 ORTHO HEIGHT -   623.5   (meters)     2046.    (feet) VERTCON3
 QQ0382  ______________________________________________________________________
 QQ0382  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 QQ0382  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 QQ0382  HORZ ORDER      -  FIRST
 QQ0382
 QQ0382.The horizontal coordinates were established by classical geodetic methods
 QQ0382.and adjusted by the National Geodetic Survey in January 1998.
 QQ0382
 QQ0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0382
 QQ0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0382.GEOID18 height accuracy estimate available here.
 QQ0382
 QQ0382.Click photographs - Photos may exist for this station.
 QQ0382
 QQ0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0382
 QQ0382. The following values were computed from the NAD 83(1996) position.
 QQ0382
 QQ0382;                    North         East     Units Scale Factor Converg.
 QQ0382;SPC SD N     -   203,652.397   822,438.222   MT  0.99999026   +2 01 09.6
 QQ0382;SPC SD N     -   668,149.57  2,698,282.73   sFT  0.99999026   +2 01 09.6
 QQ0382;SPC SD N     -   668,149.57  2,698,282.73   sFT  0.99999026   +2 01 09.6
 QQ0382;SPC ND S     -     1,580.714   861,435.910   MT  1.00015433   +2 26 44.8
 QQ0382;SPC ND S     -     5,186.07  2,826,233.30   iFT  1.00015433   +2 26 44.8
 QQ0382;SPC SD N     -   203,652.397   822,438.222   MT  0.99999026   +2 01 09.6
 QQ0382;UTM  14      - 5,054,685.320   644,451.069   MT  0.99985654   +1 19 30.0
 QQ0382
 QQ0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0382!SPC SD N     -   0.99990626  x   0.99999026  =   0.99989653
 QQ0382!SPC ND S     -   0.99990626  x   1.00015433  =   1.00006058
 QQ0382!SPC SD N     -   0.99990626  x   0.99999026  =   0.99989653
 QQ0382!UTM  14      -   0.99990626  x   0.99985654  =   0.99976282
 QQ0382
 QQ0382:                Primary Azimuth Mark                     Grid Az
 QQ0382:SPC SD N     -  DRYWOOD AZ MK 2                          270 31 49.9
 QQ0382:SPC ND S     -  DRYWOOD AZ MK 2                          270 06 14.7
 QQ0382:SPC SD N     -  DRYWOOD AZ MK 2                          270 31 49.9
 QQ0382:UTM  14      -  DRYWOOD AZ MK 2                          271 13 29.5
 QQ0382
 QQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4445154685(NAD 83)
 QQ0382
 QQ0382|---------------------------------------------------------------------|
 QQ0382| PID    Reference Object                     Distance      Geod. Az  |
 QQ0382|                                                           dddmmss.s |
 QQ0382| QQ0383 T125N R52W SEC 10 NE COR            202.201 METERS 08010     |
 QQ0382| CO5605 DRYWOOD RM                                         08220     |
 QQ0382| QQ0481 GRACEVILLE WATER TOWER              APPROX.55.9 KM 0964613.9 |
 QQ0382| QQ0589 BROWNS VALLEY WATER TOWER           APPROX.24.9 KM 0991107.7 |
 QQ0382| QQ0591 BROWNS VALLEY LARGE BLDG SPIRE      APPROX.25.1 KM 0993307.8 |
 QQ0382| QQ0585 BEARDSLEY MUNICIPAL TANK            APPROX.34.8 KM 1031131.9 |
 QQ0382| QQ0594 PEAVER OPEN BELFRY                  APPROX.18.1 KM 1231607.9 |
 QQ0382| CO5606 DRYWOOD RM 2                         12.417 METERS 19014     |
 QQ0382| CO5604 DRYWOOD AZ MK 2                                    2723259.5 |
 QQ0382| CO5603 DRYWOOD AZ MK                                      2724523.6 |
 QQ0382| CO5607 DRYWOOD RM 3                         26.135 METERS 31425     |
 QQ0382|---------------------------------------------------------------------|
 QQ0382
 QQ0382                          SUPERSEDED SURVEY CONTROL
 QQ0382
 QQ0382  NAD 83(1986)-  45 37 50.45477(N)    097 08 48.36137(W) AD(       ) 1
 QQ0382  NAD 27      -  45 37 50.60000(N)    097 08 47.05800(W) AD(       ) 1
 QQ0382  USSD        -  45 37 50.76500(N)    097 08 47.49200(W) AD(       ) 3
 QQ0382  NGVD 29 (07/19/86)  623.2    (m)         2045.     (f) VERT ANG       
 QQ0382
 QQ0382.Superseded values are not recommended for survey control.
 QQ0382
 QQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0382.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0382
 QQ0382_MARKER: N = NAIL
 QQ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0382+STABILITY: SURFACE MOTION
 QQ0382
 QQ0382  HISTORY     - Date     Condition        Report By
 QQ0382  HISTORY     - 1903     MONUMENTED       CGS
 QQ0382  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QQ0382  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QQ0382  HISTORY     - 1962     GOOD             USGS
 QQ0382  HISTORY     - 1963     GOOD             CGS
 QQ0382  HISTORY     - 1964     POOR             SDHD
 QQ0382  HISTORY     - 1965     GOOD             CGS
 QQ0382  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QQ0382
 QQ0382                          STATION DESCRIPTION
 QQ0382
 QQ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QQ0382'ABOUT 1-1/4 MILES NORTH OF DRYWOOD LAKE, 2 MILES SOUTH AND 4-1/4
 QQ0382'MILES WEST OF SISSETON IN SISSETON INDIAN RESERVATION, IN NE 1/4
 QQ0382'NE 1/4 SEC. 10, T. 125 N., R. 52 W. OF THE FIFTH PRINCIPAL
 QQ0382'MERIDIAN, DRYWOOD LAKE TOWNSHIP, ON LAND BELONGING (IN 1904) TO
 QQ0382'M.K. HEMLE, ON A HIGH PROMINENT KNOLL, AND 122 FEET SOUTH OF
 QQ0382'CENTER OF EAST-AND-WEST SECTION-LINE ROAD.  SURFACE AND
 QQ0382'UNDERGROUND MARKS ARE NAILS IN TERRA-COTTA PIPES FILLED WITH
 QQ0382'AND SET IN CONCRETE.  REFERENCE MARK IS NAIL
 QQ0382'IN TERRA-COTTA PIPE FILLED WITH AND SET IN CONCRETE.
 QQ0382'IN ROAD CORNER OF SECTION, AND 190.81 METERS (626.0 FEET) FROM
 QQ0382'STATION N 62 DEG 20 MIN E.  IT IS 18.99 METERS
 QQ0382'(62.3 FEET) LOWER IN ELEVATION THAN STATION.  FOLLOWING
 QQ0382'DISTANCES AND BEARINGS ARE FROM STATION-- W.J. ARFSTROMS HOUSE,
 QQ0382'CHIMNEY, ABOUT 1 MILE, S 49 DEG 04 MIN W.  T. 125 N., R. 52 W.,
 QQ0382'SEC. 10, NORTHEAST CORNER, 202.2
 QQ0382'METERS (663 FEET), N 60 DEG 10 MIN E.  AND M.K. HEMLES
 QQ0382'BARN, NORTH GABLE, ABOUT 300 YARDS, S 67 DEG 19 MIN E (IN
 QQ0382'1935, REPORTED HIDDEN BY TREES).  REPORTED IN 1935 THAT TOP
 QQ0382'OF TILE AT STATION WAS BROKEN FLUSH WITH SURFACE OF GROUND
 QQ0382'AND NAIL BENT TO ONE SIDE, AND REFERENCE MARK PROBABLY
 QQ0382'REMOVED BY ROAD GRADING.
 QQ0382
 QQ0382                          STATION RECOVERY (1952)
 QQ0382
 QQ0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0382'THE STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK AND
 QQ0382'REFERENCE MARKS 2 AND 3 WERE ESTABLISHED BY THIS PARTY.  A COMPLETE
 QQ0382'DESCRIPTION FOLLOWS--
 QQ0382'
 QQ0382'THE STATION IS ABOUT 5 MILES SOUTHWEST OF SISSETON, 2 MILES SOUTH
 QQ0382'OF STATE HIGHWAY 10, IN SECTION 10, T 125 N, R 52 W, 90 FEET
 QQ0382'SOUTH OF A GRAVELED ROAD, AND 4 FEET SOUTHWEST OF A 4 X 4 INCH
 QQ0382'WITNESS POST.
 QQ0382'
 QQ0382'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND
 QQ0382'STATE HIGHWAY 10 AT THE SOUTHEAST EDGE OF SISSETON, GO WEST ON
 QQ0382'HIGHWAY 10 FOR 4.1 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QQ0382'SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO THE POINT WHERE THE MAIN
 QQ0382'ROAD TURNS RIGHT, TURN RIGHT AND GO WEST FOR 1.25 MILES TO TOP
 QQ0382'OF HILL AND STATION ON THE LEFT, CONTINUE WEST FOR 0.4 MILE TO
 QQ0382'THE AZIMUTH MARK ON THE LEFT.
 QQ0382'
 QQ0382'THE STATION MARK IS A 14-INCH CONCRETE CYLINDER WITH A NAIL SET
 QQ0382'IN THE CENTER.  THE MARK IS FLUSH WITH THE GROUND, AND SCRATCHED
 QQ0382'IN THE CONCRETE IS USC AND GS 1903.
 QQ0382'
 QQ0382'REFERENCE MARK 2 IS 42 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QQ0382'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED DRYWOOD NO 2
 QQ0382'1903.
 QQ0382'
 QQ0382'REFERENCE MARK 3 IS 60 FEET SOUTH OF A GRAVELED ROAD.  THE MARK
 QQ0382'PROJECTS 2 INCHES, AND THE DISK IS STAMPED DRYWOOD NO 3 1903.
 QQ0382'
 QQ0382'THE AZIMUTH MARK IS 41 FEET SOUTH OF A GRAVELED ROAD, 3 FEET EAST
 QQ0382'OF A POWER LINE POLE, AND 3 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 QQ0382'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED DRYWOOD
 QQ0382'1903.
 QQ0382'
 QQ0382'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QQ0382
 QQ0382                          STATION RECOVERY (1962)
 QQ0382
 QQ0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QQ0382'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QQ0382
 QQ0382                          STATION RECOVERY (1963)
 QQ0382
 QQ0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 QQ0382'THIS STATION WAS RECOVERED AS DESCRIBED IN A RECOVERY NOTE BY
 QQ0382'J.C.M. IN 1952 AND STATION AND REFERENCE MARKS FOUND IN GOOD
 QQ0382'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD
 QQ0382'IMPROVEMENT.  NO ATTEMPT WAS MADE TO ESTABLISH A NEW AZIMUTH MARK AT
 QQ0382'TIME OF RECOVERY AS NO OBJECTS WERE LISTED AS BEING VISABLE
 QQ0382'FROM THE GROUND AT THE STATION.
 QQ0382'
 QQ0382'THE 1952 DESCRIPTION TO REACH THE STATION FROM SISSETON IS
 QQ0382'ADEQUATE FOR RECOVERY.
 QQ0382
 QQ0382                          STATION RECOVERY (1964)
 QQ0382
 QQ0382'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1964
 QQ0382'STATION WAS RECOVERED AND FOUND IN POOR CONDITION.  MARKINGS ON
 QQ0382'THE DISK COULD NOT BE READ.
 QQ0382'
 QQ0382'R.M. 3 SHOULD BE RESET AS SOON AS POSSIBLE AS THERE IS VERY LITTLE
 QQ0382'EARTH LEFT ON THE NORTH SIDE.  DUE TO BACK SLOPE OF ROAD GRADE,
 QQ0382'MARK IS BADLY ERODED.  NAIL IS BENT OVER.
 QQ0382'
 QQ0382'THE PRESENT LANDOWNER IS MR. BEN DOHLIN, SISSETON, S. DAKOTA.
 QQ0382
 QQ0382                          STATION RECOVERY (1965)
 QQ0382
 QQ0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QQ0382'THE STATION RECOVERED AND STATION AND R.M. NO. 2 FOUND IN GOOD
 QQ0382'CONDITION.  R.M. NO. 3 WAS EXPOSED ON ONE SIDE SO THE MARK WAS
 QQ0382'REMOVED AND RESET.  THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD
 QQ0382'CONSTRUCTION.  THIS MARK COULD NOT BE REPLACED AT THIS TIME AS
 QQ0382'THERE WERE NO INTERSECTION STATIONS VISIBLE FROM THE STATION.
 QQ0382'
 QQ0382'R.M. NO. 4 WAS SET 31.56 FEET WEST OF THE STATION AND THE DISK WAS
 QQ0382'STAMPED DRYWOOD NO 4 1903.
 QQ0382'
 QQ0382'THE 1952 DESCRIPTION TO REACH THE STATION FROM SISSETON IS
 QQ0382'ADEQUATE FOR RECOVERY.
 QQ0382
 QQ0382                          STATION RECOVERY (1975)
 QQ0382
 QQ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QQ0382'THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 4 WERE
 QQ0382'RECOVERED IN GOOD CONDITION, THE NAIL MARKING THE STATION IS BENT
 QQ0382'OVER BUT THE MARK IS SOLID.  REFERENCE MARK NO. 5 AND A NEW
 QQ0382'AZIMUTH MARK WERE SET.
 QQ0382'
 QQ0382'A NEW DESCRIPTION FOLLOWS--
 QQ0382'
 QQ0382'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SISSETON AND
 QQ0382'2 MILES SOUTH OF STATE HIGHWAY 10, ALONG THE SOUTH SIDE OF A
 QQ0382'GRAVELED ROAD, ON THE TOP OF A PROMINENT KNOLL ON A HIGH RIDGE,
 QQ0382'0.35 MILE WEST OF THE FARMSTEAD OF MR. BEN DAHLIN OWNER OF
 QQ0382'THE PROPERTY.
 QQ0382'
 QQ0382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 QQ0382'STATE HIGHWAY 10 IN THE SOUTHEAST PART OF SISSETON, GO WEST ON
 QQ0382'HIGHWAY 10 FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QQ0382'SOUTH ON COUNTY ROAD 28 FOR 2.0 MILES TO A SIDE ROAD RIGHT, TURN
 QQ0382'RIGHT AND GO WEST ON COUNTY ROAD 15 FOR 1.25 MILES TO THE TOP OF
 QQ0382'THE RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 QQ0382'
 QQ0382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 QQ0382'ROAD 15 FOR 0.35 MILE TO A FIELD ENTRANCE AND THE MARK ON THE
 QQ0382'LEFT AS DESCRIBED.
 QQ0382'
 QQ0382'THE STATION MARK IS A NAIL SET IN THE TOP OF A TERRA-COTTA PIPE
 QQ0382'FILLED WITH AND SET IN CONCRETE FLUSH WITH THE GROUND.  IT IS
 QQ0382'123 FEET (SLOPE) SOUTH OF THE CENTER OF COUNTY ROAD 15, 54 FEET
 QQ0382'SOUTH OF THE EDGE OF THE BACKSLOPE, 34 FEET EAST-NORTHEAST OF A
 QQ0382'3 X 3 FOOT FLAT BOULDER, 5 FEET WEST OF A WOODEN WITNESS POST,
 QQ0382'AND 1.9 FEET WEST OF A METAL WITNESS POST.
 QQ0382'
 QQ0382'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DRYWOOD NO 2 1903,
 QQ0382'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QQ0382'2-INCHES.  IT IS ON THE SOUTH SLOPE OF THE HILL, 95 FEET SOUTH
 QQ0382'OF THE EDGE OF THE BACKSLOPE, 42 FEET SOUTH OF THE METAL WITNESS
 QQ0382'POST, AND 34 FEET SOUTHEAST OF THE 3 X 3 FOOT BOULDER.
 QQ0382'
 QQ0382'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DRYWOOD NO 4
 QQ0382'1903, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 QQ0382'GROUND.  IT IS 49 FEET SOUTH OF THE EDGE OF THE BACKSLOPE, 32
 QQ0382'FEET WEST OF THE METAL WITNESS POST, AND 22 FEET NORTH OF THE 3 X
 QQ0382'3 FOOT BOULDER.
 QQ0382'
 QQ0382'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED DRYWOOD 1903 NO
 QQ0382'5 1974, SET IN A DRILL HOLE IN THE TOP OF A 3 X 3 FOOT FLAT BOULDER
 QQ0382'WHICH PROJECTS 6-INCHES.  IT IS 70 FEET SOUTH OF THE EDGE OF THE
 QQ0382'BACKSLOPE, AND 35 FEET WEST OF THE METAL WITNESS POST, ON THE WEST
 QQ0382'SLOPE OF THE HILL.
 QQ0382'
 QQ0382'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 QQ0382'DRYWOOD 1903 AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE
 QQ0382'MONUMENT FLUSH WITH THE GROUND.  IT IS 48 FEET SOUTH OF THE CENTER
 QQ0382'OF COUNTY ROAD 15, 15 FEET EAST OF THE CENTER OF THE FIELD
 QQ0382'ENTRANCE, 3 FEET EAST OF THE EAST GATE POST, AND 1.0 FOOT
 QQ0382'NORTH OF A METAL WITNESS POST AND FENCE.
 QQ0382'
 QQ0382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0382'ABOUT 6 MILES SW OF SISSETON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0307 ***********************************************************************
 OS0307  DESIGNATION -  DUMP
 OS0307  PID         -  OS0307
 OS0307  STATE/COUNTY-  SD/JACKSON
 OS0307  COUNTRY     -  US
 OS0307  USGS QUAD   -  BELVIDERE SW (2017)
 OS0307
 OS0307                         *CURRENT SURVEY CONTROL
 OS0307  ______________________________________________________________________
 OS0307* NAD 83(1996) POSITION- 43 50 12.09873(N) 101 29 24.04104(W)   ADJUSTED
 OS0307* NAVD 88 ORTHO HEIGHT -   754.802 (meters)     2476.38  (feet) POSTED
 OS0307  ______________________________________________________________________
 OS0307  GEOID HEIGHT    -        -21.696 (meters)                     GEOID18
 OS0307  LAPLACE CORR    -         -9.33  (seconds)                    DEFLEC18
 OS0307  DYNAMIC HEIGHT  -        754.55  (meters)     2475.6   (feet) COMP
 OS0307  MODELED GRAVITY -    980,266.0   (mgal)                       NAVD 88
 OS0307
 OS0307  HORZ ORDER      -  FIRST
 OS0307  VERT ORDER      -  * POSTED, SEE BELOW
 OS0307
 OS0307.The horizontal coordinates were established by classical geodetic methods
 OS0307.and adjusted by the National Geodetic Survey in January 1998.
 OS0307
 OS0307.The orthometric height was determined by differential leveling
 OS0307.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OS0307
 OS0307.* This is a POSTED BENCH MARK height.
 OS0307
 OS0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0307.GEOID18 height accuracy estimate available here.
 OS0307
 OS0307.Click photographs - Photos may exist for this station.
 OS0307
 OS0307.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0307
 OS0307.The dynamic height is computed by dividing the NAVD 88
 OS0307.geopotential number by the normal gravity value computed on the
 OS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0307.degrees latitude (g = 980.6199 gals.).
 OS0307
 OS0307.The modeled gravity was interpolated from observed gravity values.
 OS0307
 OS0307. The following values were computed from the NAD 83(1996) position.
 OS0307
 OS0307;                    North         East     Units Scale Factor Converg.
 OS0307;SPC SD S     -   167,659.034   506,984.169   MT  0.99991411   -0 47 52.6
 OS0307;SPC SD S     -   550,061.35  1,663,330.56   sFT  0.99991411   -0 47 52.6
 OS0307;UTM  14      - 4,856,748.801   299,816.141   MT  1.00009291   -1 43 30.6
 OS0307
 OS0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0307!SPC SD S     -   0.99988506  x   0.99991411  =   0.99979918
 OS0307!UTM  14      -   0.99988506  x   1.00009291  =   0.99997796
 OS0307
 OS0307:                Primary Azimuth Mark                     Grid Az
 OS0307:SPC SD S     -  DUMP AZ MK RESET                         197 51 40.6
 OS0307:UTM  14      -  DUMP AZ MK RESET                         198 47 18.6
 OS0307
 OS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9981656748(NAD 83)
 OS0307
 OS0307|---------------------------------------------------------------------|
 OS0307| PID    Reference Object                     Distance      Geod. Az  |
 OS0307|                                                           dddmmss.s |
 OS0307| OS0308 DUMP RM 1                            16.784 METERS 13652     |
 OS0307| OS0445 DUMP AZ MK RESET                                   1970348.0 |
 OS0307| OS0306 DUMP RM 2                            14.439 METERS 25609     |
 OS0307| OS0770 KADOKA MUNICIPAL TANK               APPROX. 1.6 KM 2595253.7 |
 OS0307| CP9214 DUMP AZ MK                                         2602155.5 |
 OS0307|---------------------------------------------------------------------|
 OS0307
 OS0307                          SUPERSEDED SURVEY CONTROL
 OS0307
 OS0307  NAD 83(1986)-  43 50 12.09180(N)    101 29 24.04511(W) AD(       ) 1
 OS0307  NAD 27      -  43 50 12.11590(N)    101 29 22.52870(W) AD(       ) 1
 OS0307  NGVD 29 (??/??/92)  754.344  (m)         2474.88   (f) ADJ UNCH    1 2
 OS0307  NGVD 29             754.34   (m)         2474.9    (f) LEVELING    3  
 OS0307
 OS0307.Superseded values are not recommended for survey control.
 OS0307
 OS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0307.See file dsdata.pdf to determine how the superseded data were derived.
 OS0307
 OS0307_MARKER: DS = TRIANGULATION STATION DISK
 OS0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0307_STAMPING: DUMP 1936
 OS0307_MARK LOGO: CGS
 OS0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0307+STABILITY: SURFACE MOTION
 OS0307
 OS0307  HISTORY     - Date     Condition        Report By
 OS0307  HISTORY     - 1936     MONUMENTED       CGS
 OS0307  HISTORY     - 1961     GOOD             CGS
 OS0307  HISTORY     - 1962     GOOD             CGS
 OS0307
 OS0307                          STATION DESCRIPTION
 OS0307
 OS0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0307'STATION IS ABOUT 1.0 MILE EAST OF KADOKA, ON A LOW, FLAT RISE,
 OS0307'ON NORTH SIDE OF PUBLIC ROAD WHICH RUNS EAST ALONG EDGE OF DUMP
 OS0307'GROUNDS.
 OS0307'
 OS0307'REACHED FROM KADOKA AT EAST EDGE OF TOWN (WHERE U.S. HIGHWAY 16
 OS0307'TURNS NORTH), GO EAST ON UNGRADED DIRT ROAD FOR 0.8 MILE TO
 OS0307'CURVE, AND STATION ABOUT 100 FEET NORTH OF CENTERLINE OF ROAD.
 OS0307'MARK PROJECTS ABOUT 5 INCHES.
 OS0307'
 OS0307'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION, 14 PACES
 OS0307'NORTH OF CENTERLINE OF EAST-WEST ROAD, AND PROJECTS ABOUT 6 INCHES.
 OS0307'
 OS0307'REFERENCE MARK NO. 2 IS WEST OF STATION, 32 PACES NORTH OF
 OS0307'CENTERLINE OF EAST-WEST ROAD, AND PROJECTS ABOUT 6 INCHES.
 OS0307'
 OS0307'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF STATION, 0.5 MILE
 OS0307'EAST OF RAINBOW TOURIST CABINS, 31 PACES NORTH OF EAST-WEST
 OS0307'FENCE LINE, 8 PACES SOUTH OF CENTERLINE OF EAST-WEST ROAD.  MARK
 OS0307'PROJECTS ABOUT 5 INCHES.
 OS0307'
 OS0307'ALL LINES VISIBLE FROM 4-FOOT STAND.
 OS0307'
 OS0307'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0307'BRONZE DISKS SET IN CONCRETE.
 OS0307'
 OS0307'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 OS0307
 OS0307                          STATION RECOVERY (1961)
 OS0307
 OS0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0307'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND AND
 OS0307'RECOVERED AS DESCRIBED.  THE AZIMUTH MARK COULD NOT BE RECOVERED AND
 OS0307'A NEW MARK WAS SET THIS DATE.
 OS0307'
 OS0307'THE STATION MARK IS 81.0 FEET SOUTH OF THE CENTERLINE
 OS0307'OF A GRADED GRAVEL ROAD.  IT IS A STANDARD DISK STAMPED--DUMP
 OS0307'1936 AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 OS0307'
 OS0307'R.M. 1 IS THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 OS0307'DISK STAMPED--DUMP NO 1 1936 AND PROJECTS 2 INCHES ABOVE THE
 OS0307'GROUND SURFACE.
 OS0307'
 OS0307'R.M. 2 IS THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 OS0307'DISK STAMPED--DUMP NO 2 1936 AND PROJECTS 2 INCHES ABOVE THE
 OS0307'GROUND SURFACE.
 OS0307'
 OS0307'AZIMUTH MARK IS 21.5 FEET NORTHWEST OF THE CENTERLINE OF A DIM
 OS0307'TRACK ROAD, 5.1 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN
 OS0307'AND 0.6 FEET SOUTHEAST OF A SOUTHWEST-NORTHEAST FENCELINE.  IT IS
 OS0307'A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 OS0307'CONCRETE MONUMENT AND IT IS RESTAMPED--DUMP 1936 RESET 1961 AND
 OS0307'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 OS0307'
 OS0307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OS0307'STATE HIGHWAY 73 IN THE NORTHWEST EDGE OF KADOKA, GO NORTHEAST ON
 OS0307'U.S. HIGHWAY 16 FOR 1.1 MILE TO A ROAD RIGHT, TURN RIGHT AND GO
 OS0307'SOUTHERLY ON HARD SURFACED ROAD FOR 0.25 MILE TO A ROAD LEFT,
 OS0307'TURN LEFT AND GO EAST ON GRADED GRAVEL ROAD FOR 0.4 MILE TO THE
 OS0307'ENTRANCE OF KADOKA, MUNICIPAL DUMP GROUNDS, CONTINUE EAST ON
 OS0307'GRADED ROAD 0.3 MILE TO A CATTLE GUARD CROSSING, CONTINUE EAST
 OS0307'ON GRADED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 OS0307'DESCRIBED.
 OS0307'
 OS0307'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 OS0307'ROAD 0.1 MILE TO A DIRT TRACK LEFT, (JUST BEFORE CROSSING CATTLE
 OS0307'GUARD) TURN LEFT AND GO SOUTH ALONG FENCELINE FOR 0.4 MILE TO THE
 OS0307'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 OS0307
 OS0307                          STATION RECOVERY (1962)
 OS0307
 OS0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0307'1.2 MI NE FROM KADOKA.
 OS0307'ABOUT 0.55 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0307'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE
 OS0307'0.6 MILE EAST ALONG A GRAVELED ROAD, ABOUT 0.15 MILE EAST OF
 OS0307'A CATTLE GUARD, 81 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OS0307'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OS0307'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0445 ***********************************************************************
 OS0445  DESIGNATION -  DUMP AZ MK RESET
 OS0445  PID         -  OS0445
 OS0445  STATE/COUNTY-  SD/JACKSON
 OS0445  COUNTRY     -  US
 OS0445  USGS QUAD   -  BELVIDERE SW (2017)
 OS0445
 OS0445                         *CURRENT SURVEY CONTROL
 OS0445  ______________________________________________________________________
 OS0445* NAD 83(1986) POSITION- 43 49 47.     (N) 101 29 35.     (W)   SCALED
 OS0445* NAVD 88 ORTHO HEIGHT -   751.195 (meters)     2464.55  (feet) ADJUSTED
 OS0445  ______________________________________________________________________
 OS0445  GEOID HEIGHT    -        -21.683 (meters)                     GEOID18
 OS0445  DYNAMIC HEIGHT  -        750.948 (meters)     2463.74  (feet) COMP
 OS0445  MODELED GRAVITY -    980,266.3   (mgal)                       NAVD 88
 OS0445
 OS0445  VERT ORDER      -  FIRST     CLASS II
 OS0445
 OS0445.The horizontal coordinates were scaled from a map and have
 OS0445.an estimated accuracy of +/- 6 seconds.
 OS0445
 OS0445.The orthometric height was determined by differential leveling and
 OS0445.adjusted by the NATIONAL GEODETIC SURVEY
 OS0445.in June 1991.
 OS0445
 OS0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0445.GEOID18 height accuracy estimate available here.
 OS0445
 OS0445.Click photographs - Photos may exist for this station.
 OS0445
 OS0445.The dynamic height is computed by dividing the NAVD 88
 OS0445.geopotential number by the normal gravity value computed on the
 OS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0445.degrees latitude (g = 980.6199 gals.).
 OS0445
 OS0445.The modeled gravity was interpolated from observed gravity values.
 OS0445
 OS0445;                    North         East    Units  Estimated Accuracy
 OS0445;SPC SD S     -   166,890.      506,730.      MT  (+/- 180 meters Scaled)
 OS0445
 OS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP995559(NAD 83)
 OS0445
 OS0445                          SUPERSEDED SURVEY CONTROL
 OS0445
 OS0445  NGVD 29 (??/??/92)  750.74   (m)         2463.1    (f) COMPUTED    1 2
 OS0445
 OS0445.Superseded values are not recommended for survey control.
 OS0445
 OS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0445.See file dsdata.pdf to determine how the superseded data were derived.
 OS0445
 OS0445_MARKER: DZ = AZIMUTH MARK DISK
 OS0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0445_STAMPING: DUMP 1936 RESET 1961
 OS0445_MARK LOGO: CGS
 OS0445_PROJECTION: FLUSH
 OS0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0445+STABILITY: SURFACE MOTION
 OS0445
 OS0445  HISTORY     - Date     Condition        Report By
 OS0445  HISTORY     - 1961     MONUMENTED       CGS
 OS0445  HISTORY     - 1962     GOOD             CGS
 OS0445
 OS0445                          STATION DESCRIPTION
 OS0445
 OS0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0445'1.3 MI NE FROM KADOKA.
 OS0445'ABOUT 0.4 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0445'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 0.4 MILE
 OS0445'SOUTHEAST ALONG THE ACCESS ROAD TO KADOKA CITY AIRPORT, THENCE
 OS0445'0.5 MILE SOUTHEAST ACROSS AIRPORT, 312 FEET NORTH OF THE SOUTH
 OS0445'AIRPORT FENCE, 250 FEET NORTHEAST OF CENTER OF SOUTHEAST END OF
 OS0445'NORTHWEST-SOUTHEAST RUNWAY, 1/2 FOOT EAST OF THE AIRPORT FENCE,
 OS0445'5.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 OS0445'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0308 ***********************************************************************
 OS0308  DESIGNATION -  DUMP RM 1
 OS0308  PID         -  OS0308
 OS0308  STATE/COUNTY-  SD/JACKSON
 OS0308  COUNTRY     -  US
 OS0308  USGS QUAD   -  BELVIDERE SW (2017)
 OS0308
 OS0308                         *CURRENT SURVEY CONTROL
 OS0308  ______________________________________________________________________
 OS0308* NAD 83(1986) POSITION- 43 50 11.70   (N) 101 29 23.53   (W)   HD_HELD1
 OS0308* NAVD 88 ORTHO HEIGHT -   754.584 (meters)     2475.66  (feet) POSTED
 OS0308  ______________________________________________________________________
 OS0308  GEOID HEIGHT    -        -21.696 (meters)                     GEOID18
 OS0308  DYNAMIC HEIGHT  -        754.34  (meters)     2474.9   (feet) COMP
 OS0308  MODELED GRAVITY -    980,266.0   (mgal)                       NAVD 88
 OS0308
 OS0308  VERT ORDER      -  * POSTED, SEE BELOW
 OS0308
 OS0308.The horizontal coordinates were determined by differentially corrected
 OS0308.hand held GPS observations or other comparable positioning techniques
 OS0308.and have an estimated accuracy of +/- 3 meters.
 OS0308
 OS0308.The orthometric height was determined by differential leveling
 OS0308.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OS0308
 OS0308.* This is a POSTED BENCH MARK height.
 OS0308
 OS0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0308.GEOID18 height accuracy estimate available here.
 OS0308
 OS0308.Click photographs - Photos may exist for this station.
 OS0308
 OS0308.The dynamic height is computed by dividing the NAVD 88
 OS0308.geopotential number by the normal gravity value computed on the
 OS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0308.degrees latitude (g = 980.6199 gals.).
 OS0308
 OS0308.The modeled gravity was interpolated from observed gravity values.
 OS0308
 OS0308;                    North         East    Units  Estimated Accuracy
 OS0308;SPC SD S     -   167,646.6     506,995.4     MT  (+/- 3 meters HH1 GPS) 
 OS0308
 OS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9982756736(NAD 83)
 OS0308
 OS0308                          SUPERSEDED SURVEY CONTROL
 OS0308
 OS0308  NGVD 29 (??/??/92)  754.126  (m)         2474.16   (f) ADJ UNCH    1 2
 OS0308
 OS0308.Superseded values are not recommended for survey control.
 OS0308
 OS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0308.See file dsdata.pdf to determine how the superseded data were derived.
 OS0308
 OS0308_MARKER: DR = REFERENCE MARK DISK
 OS0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0308_STAMPING: DUMP NO 1 1936
 OS0308_MARK LOGO: CGS
 OS0308_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0308+STABILITY: SURFACE MOTION
 OS0308
 OS0308  HISTORY     - Date     Condition        Report By
 OS0308  HISTORY     - 1936     MONUMENTED       CGS
 OS0308  HISTORY     - 1961     GOOD             CGS
 OS0308  HISTORY     - 1962     GOOD             CGS
 OS0308
 OS0308                          STATION DESCRIPTION
 OS0308
 OS0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0308'RECOVERED IN GOOD CONDITION.
 OS0308
 OS0308                          STATION RECOVERY (1962)
 OS0308
 OS0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0308'1.2 MI NE FROM KADOKA.
 OS0308'ABOUT 0.55 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0308'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 0.6
 OS0308'MILE EAST ALONG A GRAVELED ROAD, ABOUT 0.15 MILE EAST OF A CATTLE
 OS0308'GUARD, 130 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 55.0 FEET
 OS0308'SOUTHEAST OF DUMP 1936 TRIANGULATION STATION, ABOUT LEVEL WITH
 OS0308'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0308'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0306 ***********************************************************************
 OS0306  DESIGNATION -  DUMP RM 2
 OS0306  PID         -  OS0306
 OS0306  STATE/COUNTY-  SD/JACKSON
 OS0306  COUNTRY     -  US
 OS0306  USGS QUAD   -  BELVIDERE SW (2017)
 OS0306
 OS0306                         *CURRENT SURVEY CONTROL
 OS0306  ______________________________________________________________________
 OS0306* NAD 83(1986) POSITION- 43 50 11.99   (N) 101 29 24.67   (W)   HD_HELD1
 OS0306* NAVD 88 ORTHO HEIGHT -   754.532 (meters)     2475.49  (feet) POSTED
 OS0306  ______________________________________________________________________
 OS0306  GEOID HEIGHT    -        -21.695 (meters)                     GEOID18
 OS0306  DYNAMIC HEIGHT  -        754.28  (meters)     2474.7   (feet) COMP
 OS0306  MODELED GRAVITY -    980,266.0   (mgal)                       NAVD 88
 OS0306
 OS0306  VERT ORDER      -  * POSTED, SEE BELOW
 OS0306
 OS0306.The horizontal coordinates were determined by differentially corrected
 OS0306.hand held GPS observations or other comparable positioning techniques
 OS0306.and have an estimated accuracy of +/- 3 meters.
 OS0306
 OS0306.The orthometric height was determined by differential leveling
 OS0306.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OS0306
 OS0306.* This is a POSTED BENCH MARK height.
 OS0306
 OS0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0306.GEOID18 height accuracy estimate available here.
 OS0306
 OS0306.Click photographs - Photos may exist for this station.
 OS0306
 OS0306.The dynamic height is computed by dividing the NAVD 88
 OS0306.geopotential number by the normal gravity value computed on the
 OS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0306.degrees latitude (g = 980.6199 gals.).
 OS0306
 OS0306.The modeled gravity was interpolated from observed gravity values.
 OS0306
 OS0306;                    North         East    Units  Estimated Accuracy
 OS0306;SPC SD S     -   167,655.9     506,970.1     MT  (+/- 3 meters HH1 GPS) 
 OS0306
 OS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9980156745(NAD 83)
 OS0306
 OS0306                          SUPERSEDED SURVEY CONTROL
 OS0306
 OS0306  NGVD 29 (??/??/92)  754.074  (m)         2473.99   (f) ADJ UNCH    1 2
 OS0306
 OS0306.Superseded values are not recommended for survey control.
 OS0306
 OS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0306.See file dsdata.pdf to determine how the superseded data were derived.
 OS0306
 OS0306_MARKER: DR = REFERENCE MARK DISK
 OS0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0306_STAMPING: DUMP NO 2 1936
 OS0306_MARK LOGO: CGS
 OS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0306+STABILITY: SURFACE MOTION
 OS0306
 OS0306  HISTORY     - Date     Condition        Report By
 OS0306  HISTORY     - 1936     MONUMENTED       CGS
 OS0306  HISTORY     - 1961     GOOD             CGS
 OS0306  HISTORY     - 1962     GOOD             CGS
 OS0306
 OS0306                          STATION DESCRIPTION
 OS0306
 OS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0306'RECOVERED IN GOOD CONDITION.
 OS0306
 OS0306                          STATION RECOVERY (1962)
 OS0306
 OS0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0306'1.2 MI NE FROM KADOKA.
 OS0306'ABOUT 0.55 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0306'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE
 OS0306'0.6 MILE EAST ALONG A GRAVELED ROAD, ABOUT 0.15 MILE EAST OF A
 OS0306'CATTLE GUARD, 85 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OS0306'47.3 FEET WEST-SOUTHWEST OF DUMP 1936 TRIANGUATION STATION,
 OS0306'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0931 ***********************************************************************
 QS0931  DESIGNATION -  DUNCAN
 QS0931  PID         -  QS0931
 QS0931  STATE/COUNTY-  SD/CORSON
 QS0931  COUNTRY     -  US
 QS0931  USGS QUAD   -  SKULL BUTTE (2017)
 QS0931
 QS0931                         *CURRENT SURVEY CONTROL
 QS0931  ______________________________________________________________________
 QS0931* NAD 83(1996) POSITION- 45 46 26.85860(N) 101 40 23.75290(W)   ADJUSTED
 QS0931* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0931  ______________________________________________________________________
 QS0931  GEOID HEIGHT    -        -19.980 (meters)                     GEOID18
 QS0931  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 QS0931  HORZ ORDER      -  SECOND
 QS0931
 QS0931.The horizontal coordinates were established by classical geodetic methods
 QS0931.and adjusted by the National Geodetic Survey in January 1998.
 QS0931
 QS0931.The orthometric height was scaled from a topographic map.
 QS0931
 QS0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0931.GEOID18 height accuracy estimate available here.
 QS0931
 QS0931.Click photographs - Photos may exist for this station.
 QS0931
 QS0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0931
 QS0931. The following values were computed from the NAD 83(1996) position.
 QS0931
 QS0931;                    North         East     Units Scale Factor Converg.
 QS0931;SPC SD N     -   217,020.479   469,863.816   MT  1.00001879   -1 11 03.2
 QS0931;SPC SD N     -   712,008.02  1,541,544.87   sFT  1.00001879   -1 11 03.2
 QS0931;UTM  14      - 5,072,427.678   292,164.211   MT  1.00013108   -1 54 58.8
 QS0931
 QS0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0931!SPC SD N     -   0.99989082  x   1.00001879  =   0.99990961
 QS0931!UTM  14      -   0.99989082  x   1.00013108  =   1.00002189
 QS0931
 QS0931:                Primary Azimuth Mark                     Grid Az
 QS0931:SPC SD N     -  DUNCAN AZ MK                             032 39 37.4
 QS0931:UTM  14      -  DUNCAN AZ MK                             033 23 33.0
 QS0931
 QS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9216472427(NAD 83)
 QS0931
 QS0931|---------------------------------------------------------------------|
 QS0931| PID    Reference Object                     Distance      Geod. Az  |
 QS0931|                                                           dddmmss.s |
 QS0931| CQ8264 DUNCAN AZ MK                                       0312834.2 |
 QS0931| CQ8265 DUNCAN RM 1                           5.709 METERS 23527     |
 QS0931| CQ8266 DUNCAN RM 2                          11.856 METERS 30156     |
 QS0931|---------------------------------------------------------------------|
 QS0931
 QS0931                          SUPERSEDED SURVEY CONTROL
 QS0931
 QS0931  NAD 83(1986)-  45 46 26.85007(N)    101 40 23.75020(W) AD(       ) 2
 QS0931  NAD 27      -  45 46 26.85900(N)    101 40 22.27000(W) AD(       ) 2
 QS0931
 QS0931.Superseded values are not recommended for survey control.
 QS0931
 QS0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0931.See file dsdata.pdf to determine how the superseded data were derived.
 QS0931
 QS0931_MARKER: DS = TRIANGULATION STATION DISK
 QS0931_SETTING: 66 = SET IN ROCK OUTCROP
 QS0931_STAMPING: DUNCAN 1951
 QS0931_MARK LOGO: CGS
 QS0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0931+STABILITY: POSITION/ELEVATION WELL
 QS0931
 QS0931  HISTORY     - Date     Condition        Report By
 QS0931  HISTORY     - 1951     MONUMENTED       CGS
 QS0931  HISTORY     - 1952     GOOD             CGS
 QS0931
 QS0931                          STATION DESCRIPTION
 QS0931
 QS0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0931'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF
 QS0931'MORRISTOWN, ON PROPERTY OWNED BY MR. W.R. DUNCAN, ON THE
 QS0931'HIGHEST POINT OF A ROCKY EAST-WEST RIDGE, 50 FEET EAST OF THE
 QS0931'WEST EDGE OF THE RIDGE, AND 10 FEET NORTH OF THE SOUTH EDGE
 QS0931'OF THE RIDGE.
 QS0931'
 QS0931'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MORRISTOWN,
 QS0931'GO SOUTH ON A GRAVELED ROAD (ROAD CHANGES TO GRADED DIRT)
 QS0931'FOR 8.4 MILES.  THEN LEFT, EAST, FOR 1.0 MILE TO A T-INTERSECTION.
 QS0931'THEN RIGHT, SOUTH AND SOUTHEASTERLY (ROAD CHANGES TO A TRACK
 QS0931'ROAD THROUGH PASTURE LAND) FOR 2.0 MILES TO THE HOME OF MR.
 QS0931'DUNCAN.  PASS BETWEEN THE HOUSE AND THE BARN AND FOLLOW A TRACK
 QS0931'ROAD, SOUTHEASTERLY AND SOUTH, FOR 1.6 MILES TO THE AZIMUTH
 QS0931'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE, SOUTH, FOR 0.25
 QS0931'MILE.  THEN RIGHT, WESTERLY, ACROSS PASTURE LAND FOR 0.25
 QS0931'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 QS0931'
 QS0931'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0931'DUNCAN 1951.
 QS0931'
 QS0931'REFERENCE MARK NO. 1 IS ON THE CREST OF THE RIDGE AT ITS
 QS0931'SOUTH EDGE, AND ABOUT 40 FEET EAST OF THE WEST EDGE OF THE
 QS0931'RIDGE.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QS0931'DUNCAN NO 1 1951.
 QS0931'
 QS0931'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE AT ITS NORTH
 QS0931'EDGE, AND ABOUT 15 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 QS0931'IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DUNCAN
 QS0931'NO 2 1951.
 QS0931'
 QS0931'THE AZIMUTH MARK IS 95 FEET WEST OF THE WEST EDGE OF A CULTIVATED
 QS0931'FIELD, 35 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD,
 QS0931'AND 15 FEET WEST OF THE CENTER OF A TRACK ROAD.  IT PROJECTS
 QS0931'4 INCHES, AND THE DISK IS STAMPED DUNCAN 1951.
 QS0931'
 QS0931'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 QS0931'CEMENTED IN DRILL HOLES IN OUTCROPPING BEDROCK.  THE AZIMUTH
 QS0931'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 QS0931'CYLINDER.
 QS0931
 QS0931                          STATION RECOVERY (1952)
 QS0931
 QS0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0931'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0931'THE 1951 DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0542 ***********************************************************************
 QT0542  DESIGNATION -  DUNE
 QT0542  PID         -  QT0542
 QT0542  STATE/COUNTY-  SD/HARDING
 QT0542  COUNTRY     -  US
 QT0542  USGS QUAD   -  BUFFALO (2017)
 QT0542
 QT0542                         *CURRENT SURVEY CONTROL
 QT0542  ______________________________________________________________________
 QT0542* NAD 83(1996) POSITION- 45 31 59.49680(N) 103 32 46.72462(W)   ADJUSTED
 QT0542* NAVD 88 ORTHO HEIGHT -   930.    (meters)     3051.    (feet) SCALED
 QT0542  ______________________________________________________________________
 QT0542  GEOID HEIGHT    -        -16.016 (meters)                     GEOID18
 QT0542  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 QT0542  HORZ ORDER      -  SECOND
 QT0542
 QT0542.The horizontal coordinates were established by classical geodetic methods
 QT0542.and adjusted by the National Geodetic Survey in January 1998.
 QT0542
 QT0542.The orthometric height was scaled from a topographic map.
 QT0542
 QT0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0542.GEOID18 height accuracy estimate available here.
 QT0542
 QT0542.Click photographs - Photos may exist for this station.
 QT0542
 QT0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0542
 QT0542. The following values were computed from the NAD 83(1996) position.
 QT0542
 QT0542;                    North         East     Units Scale Factor Converg.
 QT0542;SPC SD N     -   194,963.334   323,085.653   MT  0.99997448   -2 30 35.5
 QT0542;SPC SD N     -   639,642.20  1,059,990.18   sFT  0.99997448   -2 30 35.5
 QT0542;UTM  13      - 5,043,211.929   613,505.000   MT  0.99975840   +1 02 15.2
 QT0542
 QT0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0542!SPC SD N     -   0.99985665  x   0.99997448  =   0.99983114
 QT0542!UTM  13      -   0.99985665  x   0.99975840  =   0.99961509
 QT0542
 QT0542:                Primary Azimuth Mark                     Grid Az
 QT0542:SPC SD N     -  DUNE AZ MK                               003 18 22.2
 QT0542:UTM  13      -  DUNE AZ MK                               359 45 31.5
 QT0542
 QT0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1350543211(NAD 83)
 QT0542
 QT0542|---------------------------------------------------------------------|
 QT0542| PID    Reference Object                     Distance      Geod. Az  |
 QT0542|                                                           dddmmss.s |
 QT0542| AH7202 DUNE AZ MK                                         0004746.7 |
 QT0542| CQ8267 DUNE RM 1                             9.925 METERS 00058     |
 QT0542| QT0544 BUFFALO MUN AIRPORT BEACON          APPROX. 5.4 KM 0085522.6 |
 QT0542| CQ8268 DUNE RM 2                             9.367 METERS 08801     |
 QT0542| QT0540 DUNE 2                               35.288 METERS 30525     |
 QT0542| QT0545 BUFFALO MUNICIPAL TANK              APPROX. 5.7 KM 3571647.1 |
 QT0542|---------------------------------------------------------------------|
 QT0542
 QT0542                          SUPERSEDED SURVEY CONTROL
 QT0542
 QT0542  NAD 83(1993)-  45 31 59.48754(N)    103 32 46.72135(W) AD(       ) 2
 QT0542  NAD 83(1986)-  45 31 59.48506(N)    103 32 46.71681(W) AD(       ) 2
 QT0542  NAD 27      -  45 31 59.49900(N)    103 32 45.02400(W) AD(       ) 2
 QT0542
 QT0542.Superseded values are not recommended for survey control.
 QT0542
 QT0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0542.See file dsdata.pdf to determine how the superseded data were derived.
 QT0542
 QT0542_MARKER: DS = TRIANGULATION STATION DISK
 QT0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0542_STAMPING: DUNE 1952
 QT0542_MARK LOGO: CGS
 QT0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0542+STABILITY: SURFACE MOTION
 QT0542
 QT0542  HISTORY     - Date     Condition        Report By
 QT0542  HISTORY     - 1952     MONUMENTED       CGS
 QT0542  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QT0542
 QT0542                          STATION DESCRIPTION
 QT0542
 QT0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0542'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF BUFFALO, 150 FEET
 QT0542'WEST OF U.S. HIGHWAY 85, IN SECTION 7, T 18 N, R 5 E, AND 12
 QT0542'FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 QT0542'
 QT0542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 QT0542'U.S. HIGHWAY 85 ABOUT 1-1/2 MILES SOUTH OF BUFFALO, GO SOUTH
 QT0542'ON HIGHWAY 85 FOR 1.5 MILES TO THE AZIMUTH MARK ON RIGHT, CONTINUE
 QT0542'SOUTH FOR 0.4 MILE TO THE STATION ON RIGHT.
 QT0542'
 QT0542'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED DUNE
 QT0542'1952.
 QT0542'
 QT0542'REFERENCE MARK 1 IS 155 FEET WEST OF HIGHWAY 85.  THE MARK
 QT0542'PROJECTS 4 INCHES, AND THE DISK IS STAMPED DUNE NO 1 1952.
 QT0542'
 QT0542'REFERENCE MARK 2 IS 110 FEET WEST OF HIGHWAY 85.  THE MARK
 QT0542'PROJECTS 4 INCHES, AND THE DISK IS STAMPED DUNE NO 2 1952.
 QT0542'
 QT0542'THE AZIMUTH MARK IS 96 FEET WEST OF HIGHWAY 85 AND 6 FEET
 QT0542'SOUTHWEST OF A 4 X 4 INCH WITNESS POST.  THE MARK IS FLUSH WITH
 QT0542'THE GROUND, AND THE DISK IS STAMPED DUNE 1952.
 QT0542
 QT0542                          STATION RECOVERY (1963)
 QT0542
 QT0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 QT0542'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QT0542'CONDITION.  DUE TO CONSTRUCTION OF U.S. HIGHWAY 85, THE STATION
 QT0542'AND REFERENCE MARKS WERE IN THE WAY.  A NEW STATION AND REFERENCE
 QT0542'MARKS WERE ESTABLISHED IN THE IMMEDIATE AREA AND THIS STATION
 QT0542'WAS DESTROYED.  SEE DESCRIPTION FOR STATION DUNE 2.  THE AZIMUTH
 QT0542'MARK FOR THIS STATION WAS ALSO USED FOR THE AZIMUTH TO STATION
 QT0542'DUNE 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0540 ***********************************************************************
 QT0540  DESIGNATION -  DUNE 2
 QT0540  PID         -  QT0540
 QT0540  STATE/COUNTY-  SD/HARDING
 QT0540  COUNTRY     -  US
 QT0540  USGS QUAD   -  BUFFALO (2017)
 QT0540
 QT0540                         *CURRENT SURVEY CONTROL
 QT0540  ______________________________________________________________________
 QT0540* NAD 83(1996) POSITION- 45 32 00.15932(N) 103 32 48.04990(W)   NO CHECK
 QT0540* NAVD 88 ORTHO HEIGHT -   930.    (meters)     3051.    (feet) SCALED
 QT0540  ______________________________________________________________________
 QT0540  GEOID HEIGHT    -        -16.016 (meters)                     GEOID18
 QT0540  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 QT0540  HORZ ORDER      -  THIRD
 QT0540
 QT0540.The horizontal coordinates were established by classical geodetic methods
 QT0540.and adjusted by the National Geodetic Survey in January 1998.
 QT0540
 QT0540.No horizontal observational check was made to the station.
 QT0540
 QT0540.The orthometric height was scaled from a topographic map.
 QT0540
 QT0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0540.GEOID18 height accuracy estimate available here.
 QT0540
 QT0540.Click photographs - Photos may exist for this station.
 QT0540
 QT0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0540
 QT0540. The following values were computed from the NAD 83(1996) position.
 QT0540
 QT0540;                    North         East     Units Scale Factor Converg.
 QT0540;SPC SD N     -   194,985.027   323,057.821   MT  0.99997451   -2 30 36.4
 QT0540;SPC SD N     -   639,713.38  1,059,898.87   sFT  0.99997451   -2 30 36.4
 QT0540;UTM  13      - 5,043,231.854   613,475.886   MT  0.99975832   +1 02 14.2
 QT0540
 QT0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0540!SPC SD N     -   0.99985665  x   0.99997451  =   0.99983117
 QT0540!UTM  13      -   0.99985665  x   0.99975832  =   0.99961501
 QT0540
 QT0540:                Primary Azimuth Mark                     Grid Az
 QT0540:SPC SD N     -  DUNE AZ MK                               005 50 58.3
 QT0540:UTM  13      -  DUNE AZ MK                               002 18 07.7
 QT0540
 QT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1347543231(NAD 83)
 QT0540
 QT0540|---------------------------------------------------------------------|
 QT0540| PID    Reference Object                     Distance      Geod. Az  |
 QT0540|                                                           dddmmss.s |
 QT0540| QT0541 DUNE 3                              134.756 METERS 00320     |
 QT0540| AH7202 DUNE AZ MK                                         0032021.9 |
 QT0540| QT0544 BUFFALO MUN AIRPORT BEACON          APPROX. 5.4 KM 0091527.3 |
 QT0540| QT0542 DUNE                                 35.288 METERS 12525     |
 QT0540| CQ8269 DUNE 2 RM 3                          10.331 METERS 24331     |
 QT0540| CQ8270 DUNE 2 RM 4                          11.973 METERS 34739     |
 QT0540|---------------------------------------------------------------------|
 QT0540
 QT0540                          SUPERSEDED SURVEY CONTROL
 QT0540
 QT0540  NAD 83(1993)-  45 32 00.15006(N)    103 32 48.04663(W) AD(       ) 3
 QT0540  NAD 83(1986)-  45 32 00.14758(N)    103 32 48.04209(W) AD(       ) 3
 QT0540  NAD 27      -  45 32 00.16200(N)    103 32 46.34900(W) AD(       ) 3
 QT0540
 QT0540.Superseded values are not recommended for survey control.
 QT0540
 QT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0540.See file dsdata.pdf to determine how the superseded data were derived.
 QT0540
 QT0540_MARKER: DS = TRIANGULATION STATION DISK
 QT0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0540_STAMPING: DUNE 2 1963
 QT0540_MARK LOGO: CGS
 QT0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0540+STABILITY: SURFACE MOTION
 QT0540
 QT0540  HISTORY     - Date     Condition        Report By
 QT0540  HISTORY     - 1963     MONUMENTED       CGS
 QT0540  HISTORY     - 1967     GOOD             CGS
 QT0540
 QT0540                          STATION DESCRIPTION
 QT0540
 QT0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WGT)
 QT0540'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF BUFFALO, IN SEC. 7, T.
 QT0540'18 N., R. 5 E., ON THE WEST SLOPE OF A HILL, ABOUT 0.1 MILE
 QT0540'NORTH OF HIGHEST POINT OF A HILL, ABOUT 231 FEET WEST OF
 QT0540'CENTERLINE OF U.S. HIGHWAY 85 AND 2 FEET SOUTH OF A WITNESS POST.
 QT0540'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DUNE 2
 QT0540'1963.
 QT0540'
 QT0540'R.M. NO. 3 IS SOUTHWEST OF THE STATION, ON THE WEST SLOPE OF THE
 QT0540'HILL AND IS ABOUT 250 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 QT0540'THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED DUNE 2
 QT0540'NO 3 1963
 QT0540'
 QT0540'R.M. NO. 4 IS NORTH-NORTHWEST OF THE STATION, ON THE WEST SLOPE
 QT0540'OF THE HILL AND IS ABOUT 240 FEET WEST OF THE CENTERLINE OF THE
 QT0540'HIGHWAY.  THE MARK PROJECTS ABOUT 18 INCHES AND THE DISK IS
 QT0540'STAMPED DUNE 2 NO 4 1963.
 QT0540'
 QT0540'THE AZIMUTH MARK IS ABOUT 101 FEET WEST OF THE CENTERLINE OF THE
 QT0540'HIGHWAY AND IS JUST NORTHWEST OF A POWERLINE POLE.  THE MARK
 QT0540'IS ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED DUNE 1952.
 QT0540'
 QT0540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0540'STATE HIGHWAY 8, ABOUT 1-1/2 MILES SOUTH OF BUFFALO, GO SOUTH
 QT0540'ON U.S. HIGHWAY 85 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 QT0540'RIGHT, CONTINUE SOUTH FOR 0.4 MILE TO THE STATION ON RIGHT AS
 QT0540'DESCRIBED.
 QT0540
 QT0540                          STATION RECOVERY (1967)
 QT0540
 QT0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QT0540'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK
 QT0540'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 QT0540'4 WAS FOUND DESTROYED.
 QT0540'
 QT0540'THE SOUTH DAKOTA HIGHWAY DEPARTMENT REQUESTED THE STATION TO BE
 QT0540'MOVED BECAUSE THE HILL WAS COMPOSED MAINLY OF BLOW SAND AND
 QT0540'WOULD BE DESTROYED IN NEAR FUTURE.
 QT0540'
 QT0540'THE STATION WAS MOVED NORTH ON LINE TO THE AZIMUTH MARK.
 QT0540'
 QT0540'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR DUNE 3 1967.
 QT0540'
 QT0540'NOTE--THE DISTANCE BETWEEN DUNE 2 AND DUNE 3 WAS OBTAINED BY THE
 QT0540'SHORT BASE METHOD.
 QT0540'
 QT0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 QT0540'SOUTH OF BUFFALO
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0541 ***********************************************************************
 QT0541  DESIGNATION -  DUNE 3
 QT0541  PID         -  QT0541
 QT0541  STATE/COUNTY-  SD/HARDING
 QT0541  COUNTRY     -  US
 QT0541  USGS QUAD   -  BUFFALO (2017)
 QT0541
 QT0541                         *CURRENT SURVEY CONTROL
 QT0541  ______________________________________________________________________
 QT0541* NAD 83(1996) POSITION- 45 32 04.51677(N) 103 32 47.68808(W)   NO CHECK
 QT0541* NAVD 88 ORTHO HEIGHT -   917.229 (meters)     3009.28  (feet) ADJUSTED
 QT0541  ______________________________________________________________________
 QT0541  GEOID HEIGHT    -        -16.014 (meters)                     GEOID18
 QT0541  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 QT0541  DYNAMIC HEIGHT  -        917.080 (meters)     3008.79  (feet) COMP
 QT0541  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 QT0541
 QT0541  HORZ ORDER      -  THIRD
 QT0541  VERT ORDER      -  FIRST     CLASS II
 QT0541
 QT0541.The horizontal coordinates were established by classical geodetic methods
 QT0541.and adjusted by the National Geodetic Survey in January 1998.
 QT0541
 QT0541.No horizontal observational check was made to the station.
 QT0541
 QT0541.The orthometric height was determined by differential leveling and
 QT0541.adjusted by the NATIONAL GEODETIC SURVEY
 QT0541.in April 2000.
 QT0541
 QT0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0541.GEOID18 height accuracy estimate available here.
 QT0541
 QT0541.Click photographs - Photos may exist for this station.
 QT0541
 QT0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0541
 QT0541.The dynamic height is computed by dividing the NAVD 88
 QT0541.geopotential number by the normal gravity value computed on the
 QT0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0541.degrees latitude (g = 980.6199 gals.).
 QT0541
 QT0541.The modeled gravity was interpolated from observed gravity values.
 QT0541
 QT0541. The following values were computed from the NAD 83(1996) position.
 QT0541
 QT0541;                    North         East     Units Scale Factor Converg.
 QT0541;SPC SD N     -   195,119.077   323,071.556   MT  0.99997468   -2 30 36.2
 QT0541;SPC SD N     -   640,153.17  1,059,943.93   sFT  0.99997468   -2 30 36.2
 QT0541;UTM  13      - 5,043,366.468   613,481.299   MT  0.99975833   +1 02 14.6
 QT0541
 QT0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0541!SPC SD N     -   0.99985873  x   0.99997468  =   0.99983341
 QT0541!UTM  13      -   0.99985873  x   0.99975833  =   0.99961709
 QT0541
 QT0541:                Primary Azimuth Mark                     Grid Az
 QT0541:SPC SD N     -  DUNE AZ MK                               005 51 01.3
 QT0541:UTM  13      -  DUNE AZ MK                               002 18 10.5
 QT0541
 QT0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1348143366(NAD 83)
 QT0541
 QT0541|---------------------------------------------------------------------|
 QT0541| PID    Reference Object                     Distance      Geod. Az  |
 QT0541|                                                           dddmmss.s |
 QT0541| AH7202 DUNE AZ MK                                         0032025.1 |
 QT0541| QT0544 BUFFALO MUN AIRPORT BEACON          APPROX. 5.3 KM 0092431.5 |
 QT0541| AH7200 DUNE 3 RM 5                          61.393 METERS 17134     |
 QT0541| QT0540 DUNE 2                              134.756 METERS 18320     |
 QT0541| AH7201 DUNE 3 RM 6                          17.176 METERS 33106     |
 QT0541|---------------------------------------------------------------------|
 QT0541
 QT0541                          SUPERSEDED SURVEY CONTROL
 QT0541
 QT0541  NAD 83(1993)-  45 32 04.50750(N)    103 32 47.68481(W) AD(       ) 3
 QT0541  NAD 83(1986)-  45 32 04.50500(N)    103 32 47.68028(W) AD(       ) 3
 QT0541  NAD 27      -  45 32 04.51946(N)    103 32 45.98723(W) AD(       ) 3
 QT0541  NGVD 29             916.77   (m)         3007.8    (f) LEVELING    3  
 QT0541
 QT0541.Superseded values are not recommended for survey control.
 QT0541
 QT0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0541.See file dsdata.pdf to determine how the superseded data were derived.
 QT0541
 QT0541_MARKER: DS = TRIANGULATION STATION DISK
 QT0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0541_STAMPING: DUNE 3 1967
 QT0541_MARK LOGO: CGS
 QT0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0541+STABILITY: SURFACE MOTION
 QT0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0541+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0541
 QT0541  HISTORY     - Date     Condition        Report By
 QT0541  HISTORY     - 1967     MONUMENTED       CGS
 QT0541  HISTORY     - 19980928 GOOD             NGS
 QT0541
 QT0541                          STATION DESCRIPTION
 QT0541
 QT0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QT0541'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF BUFFALO, ON THE WEST
 QT0541'SIDE OF U.S. HIGHWAY 85, AND IN SECTION 7, T 18 N, R 5 E.
 QT0541'
 QT0541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0541'STATE HIGHWAY 20 WHICH IS ABOUT 1.5 MILES SOUTH OF BUFFALO, GO
 QT0541'SOUTH ON U.S. HIGHWAY 85 FOR 1.45 MILES TO THE AZIMUTH MARK ON
 QT0541'THE RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 85 FOR 0.35 MILE
 QT0541'TO A WIRE GATE AND THE STATION ON THE RIGHT, ABOUT 450 FEET
 QT0541'NORTH OF HIGHER HILL WHERE DUNE 2 WAS LOCATED.
 QT0541'
 QT0541'STATION MARKS ARE STANDARD DISK STAMPED DUNE 3 1967.  THE SURFACE
 QT0541'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 QT0541'INCHES.  IT IS 204.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QT0541'85, 106 FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 QT0541'104.5 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, AND 2 FEET EAST
 QT0541'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 QT0541'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 QT0541'GROUND.
 QT0541'
 QT0541'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED DUNE 3 NO. 5 1967,
 QT0541'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 QT0541'INCHES.  IT IS 173.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QT0541'85, 79.5 FEET WEST-SOUTHWEST OF SOUTH GATE POST FOR THE WIRE
 QT0541'GATE, AND 1 FOOT NORTHWEST OF A FENCE.
 QT0541'
 QT0541'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED DUNE 3 NO. 6 1967,
 QT0541'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 QT0541'INCHES.  IT IS 260 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QT0541'85.
 QT0541'
 QT0541'AZIMUTH MARK, A STANDARD DISK STAMPED DUNE 1952, IS SET IN THE
 QT0541'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 QT0541'OF THE GROUND.  IT IS 101 FEET WEST OF THE CENTERLINE OF U.S.
 QT0541'HIGHWAY 85, 4.5 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTHWEST
 QT0541'OF A METAL WITNESS POST, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 QT0541'FENCE.
 QT0541'
 QT0541'NOTE--DISTANCE BETWEEN DUNE 2 AND DUNE 3 WAS OBTAINED BY THE
 QT0541'SHORT-BASE METHOD.
 QT0541
 QT0541                          STATION RECOVERY (1998)
 QT0541
 QT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0541'5.2 KM (3.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0541'STATE HIGHWAY 20 IN BUFFALO, 90.0 M (295.3 FT) NORTHWEST OF MILEPOST
 QT0541'123, 61.9 M (203.1 FT) WEST OF THE HIGHWAY CENTERLINE, 61.4 M (201.4
 QT0541'FT) NORTH OF REFERENCE MARK 5, 32.2 M (105.6 FT) WEST OF A T-JUNCTION
 QT0541'UTILITY POLE WITH A GUY CABLE, 31.9 M (104.7 FT) WEST OF A WITNESS
 QT0541'POST AND FENCE, 17.2 M (56.4 FT) SOUTHEAST OF REFERENCE MARK 6, 14.1 M
 QT0541'(46.3 FT) EAST OF A UTILITY POLE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF
 QT0541'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0541'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GILBERT ANGUS
 QT0541'RANCH, P.O. BOX 166, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7200 ***********************************************************************
 AH7200  DESIGNATION -  DUNE 3 RM 5
 AH7200  PID         -  AH7200
 AH7200  STATE/COUNTY-  SD/HARDING
 AH7200  COUNTRY     -  US
 AH7200  USGS QUAD   -  BUFFALO (2017)
 AH7200
 AH7200                         *CURRENT SURVEY CONTROL
 AH7200  ______________________________________________________________________
 AH7200* NAD 83(1986) POSITION- 45 32 02.55   (N) 103 32 47.27   (W)   HD_HELD1
 AH7200* NAVD 88 ORTHO HEIGHT -   917.280 (meters)     3009.44  (feet) ADJUSTED
 AH7200  ______________________________________________________________________
 AH7200  GEOID HEIGHT    -        -16.015 (meters)                     GEOID18
 AH7200  DYNAMIC HEIGHT  -        917.131 (meters)     3008.95  (feet) COMP
 AH7200  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 AH7200
 AH7200  VERT ORDER      -  FIRST     CLASS II
 AH7200
 AH7200.The horizontal coordinates were determined by differentially corrected
 AH7200.hand held GPS observations or other comparable positioning techniques
 AH7200.and have an estimated accuracy of +/- 3 meters.
 AH7200
 AH7200.The orthometric height was determined by differential leveling and
 AH7200.adjusted by the NATIONAL GEODETIC SURVEY
 AH7200.in April 2000.
 AH7200
 AH7200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7200.GEOID18 height accuracy estimate available here.
 AH7200
 AH7200.Click photographs - Photos may exist for this station.
 AH7200
 AH7200.The dynamic height is computed by dividing the NAVD 88
 AH7200.geopotential number by the normal gravity value computed on the
 AH7200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7200.degrees latitude (g = 980.6199 gals.).
 AH7200
 AH7200.The modeled gravity was interpolated from observed gravity values.
 AH7200
 AH7200;                    North         East    Units  Estimated Accuracy
 AH7200;SPC SD N     -   195,058.0     323,078.0     MT  (+/- 3 meters HH1 GPS) 
 AH7200
 AH7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1349143305(NAD 83)
 AH7200
 AH7200                          SUPERSEDED SURVEY CONTROL
 AH7200
 AH7200.No superseded survey control is available for this station.
 AH7200
 AH7200_MARKER: DR = REFERENCE MARK DISK
 AH7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7200_STAMPING: DUNE 3 NO. 5 1967
 AH7200_MARK LOGO: CGS
 AH7200_PROJECTION: FLUSH
 AH7200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7200+STABILITY: SURFACE MOTION
 AH7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7200+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7200
 AH7200  HISTORY     - Date     Condition        Report By
 AH7200  HISTORY     - 1967     MONUMENTED       CGS
 AH7200  HISTORY     - 19980928 GOOD             NGS
 AH7200
 AH7200                          STATION DESCRIPTION
 AH7200
 AH7200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7200'5.2 KM (3.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7200'STATE HIGHWAY 20 IN BUFFALO, 64.0 M (210.0 FT) WEST OF MILEPOST 123,
 AH7200'61.4 M (201.4 FT) SOUTH OF THE STATION MARK, 53.0 M (173.9 FT) WEST OF
 AH7200'THE HIGHWAY CENTERLINE, 35.1 M (115.2 FT) NORTHWEST OF A T-JUNCTION
 AH7200'UTILITY POLE WITH A GUY CABLE, 23.0 M (75.5 FT) WEST OF A FENCE, 1.5 M
 AH7200'(4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A
 AH7200'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7200'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GILBERT ANGUS RANCH, P.O.
 AH7200'BOX 166, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7201 ***********************************************************************
 AH7201  DESIGNATION -  DUNE 3 RM 6
 AH7201  PID         -  AH7201
 AH7201  STATE/COUNTY-  SD/HARDING
 AH7201  COUNTRY     -  US
 AH7201  USGS QUAD   -  BUFFALO (2017)
 AH7201
 AH7201                         *CURRENT SURVEY CONTROL
 AH7201  ______________________________________________________________________
 AH7201* NAD 83(1986) POSITION- 45 32 05.00   (N) 103 32 48.07   (W)   HD_HELD1
 AH7201* NAVD 88 ORTHO HEIGHT -   917.198 (meters)     3009.17  (feet) ADJUSTED
 AH7201  ______________________________________________________________________
 AH7201  GEOID HEIGHT    -        -16.014 (meters)                     GEOID18
 AH7201  DYNAMIC HEIGHT  -        917.049 (meters)     3008.68  (feet) COMP
 AH7201  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 AH7201
 AH7201  VERT ORDER      -  FIRST     CLASS II
 AH7201
 AH7201.The horizontal coordinates were determined by differentially corrected
 AH7201.hand held GPS observations or other comparable positioning techniques
 AH7201.and have an estimated accuracy of +/- 3 meters.
 AH7201
 AH7201.The orthometric height was determined by differential leveling and
 AH7201.adjusted by the NATIONAL GEODETIC SURVEY
 AH7201.in April 2000.
 AH7201
 AH7201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7201.GEOID18 height accuracy estimate available here.
 AH7201
 AH7201.Click photographs - Photos may exist for this station.
 AH7201
 AH7201.The dynamic height is computed by dividing the NAVD 88
 AH7201.geopotential number by the normal gravity value computed on the
 AH7201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7201.degrees latitude (g = 980.6199 gals.).
 AH7201
 AH7201.The modeled gravity was interpolated from observed gravity values.
 AH7201
 AH7201;                    North         East    Units  Estimated Accuracy
 AH7201;SPC SD N     -   195,134.3     323,063.9     MT  (+/- 3 meters HH1 GPS) 
 AH7201
 AH7201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1347243381(NAD 83)
 AH7201
 AH7201                          SUPERSEDED SURVEY CONTROL
 AH7201
 AH7201.No superseded survey control is available for this station.
 AH7201
 AH7201_MARKER: DR = REFERENCE MARK DISK
 AH7201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7201_STAMPING: DUNE 3 NO. 6 1967
 AH7201_MARK LOGO: CGS
 AH7201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7201+STABILITY: SURFACE MOTION
 AH7201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7201+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7201
 AH7201  HISTORY     - Date     Condition        Report By
 AH7201  HISTORY     - 1967     MONUMENTED       CGS
 AH7201  HISTORY     - 19980928 GOOD             NGS
 AH7201
 AH7201                          STATION DESCRIPTION
 AH7201
 AH7201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7201'5.2 KM (3.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7201'STATE HIGHWAY 20 IN BUFFALO, 107.0 M (351.0 FT) NORTHWEST OF MILEPOST
 AH7201'123, 70.0 M (229.7 FT) WEST OF THE HIGHWAY CENTERLINE, 41.7 M (136.8
 AH7201'FT) NORTHWEST OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 40.0 M
 AH7201'(131.2 FT) WEST OF A FENCE, 17.2 M (56.4 FT) NORTHWEST OF THE STATION
 AH7201'MARK, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AH7201'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 AH7201'IS ON PROPERTY OWNED BY GILBERT ANGUS RANCH, P.O. BOX 166, BUFFALO, SD
 AH7201'57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7202 ***********************************************************************
 AH7202  DESIGNATION -  DUNE AZ MK
 AH7202  PID         -  AH7202
 AH7202  STATE/COUNTY-  SD/HARDING
 AH7202  COUNTRY     -  US
 AH7202  USGS QUAD   -  BUFFALO (2017)
 AH7202
 AH7202                         *CURRENT SURVEY CONTROL
 AH7202  ______________________________________________________________________
 AH7202* NAD 83(1986) POSITION- 45 32 22.     (N) 103 32 47.     (W)   SCALED
 AH7202* NAVD 88 ORTHO HEIGHT -   903.351 (meters)     2963.74  (feet) ADJUSTED
 AH7202  ______________________________________________________________________
 AH7202  GEOID HEIGHT    -        -16.010 (meters)                     GEOID18
 AH7202  DYNAMIC HEIGHT  -        903.205 (meters)     2963.27  (feet) COMP
 AH7202  MODELED GRAVITY -    980,422.3   (mgal)                       NAVD 88
 AH7202
 AH7202  VERT ORDER      -  FIRST     CLASS II
 AH7202
 AH7202.The horizontal coordinates were scaled from a map and have
 AH7202.an estimated accuracy of +/- 6 seconds.
 AH7202
 AH7202.The orthometric height was determined by differential leveling and
 AH7202.adjusted by the NATIONAL GEODETIC SURVEY
 AH7202.in April 2000.
 AH7202
 AH7202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7202.GEOID18 height accuracy estimate available here.
 AH7202
 AH7202.Click photographs - Photos may exist for this station.
 AH7202
 AH7202.The dynamic height is computed by dividing the NAVD 88
 AH7202.geopotential number by the normal gravity value computed on the
 AH7202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7202.degrees latitude (g = 980.6199 gals.).
 AH7202
 AH7202.The modeled gravity was interpolated from observed gravity values.
 AH7202
 AH7202;                    North         East    Units  Estimated Accuracy
 AH7202;SPC SD N     -   195,660.      323,110.      MT  (+/- 180 meters Scaled)
 AH7202
 AH7202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL134439(NAD 83)
 AH7202
 AH7202                          SUPERSEDED SURVEY CONTROL
 AH7202
 AH7202.No superseded survey control is available for this station.
 AH7202
 AH7202_MARKER: DZ = AZIMUTH MARK DISK
 AH7202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7202_STAMPING: DUNE 1952
 AH7202_MARK LOGO: CGS
 AH7202_PROJECTION: FLUSH
 AH7202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7202+STABILITY: SURFACE MOTION
 AH7202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7202+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7202
 AH7202  HISTORY     - Date     Condition        Report By
 AH7202  HISTORY     - 1952     MONUMENTED       CGS
 AH7202  HISTORY     - 19980928 GOOD             NGS
 AH7202
 AH7202                          STATION DESCRIPTION
 AH7202
 AH7202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7202'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7202'STATE HIGHWAY 20 IN BUFFALO, 575.0 M (1886.5 FT) NORTH OF MILEPOST
 AH7202'123, 30.8 M (101.0 FT) WEST OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT)
 AH7202'WEST OF A UTILITY POLE, 1.1 M (3.6 FT) NORTHWEST OF A WITNESS POST,
 AH7202'0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 AH7202'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 AH7202'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DONN HETT,
 AH7202'P.O. BOX 395, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2301 ***********************************************************************
 PU2301  DESIGNATION -  DUNNING
 PU2301  PID         -  PU2301
 PU2301  STATE/COUNTY-  SD/PENNINGTON
 PU2301  COUNTRY     -  US
 PU2301  USGS QUAD   -  BOX ELDER (2017)
 PU2301
 PU2301                         *CURRENT SURVEY CONTROL
 PU2301  ______________________________________________________________________
 PU2301* NAD 83(1993) POSITION- 44 05 18.13808(N) 103 03 57.17385(W)   ADJUSTED
 PU2301* NAD 83(1993) ELLIP HT-  1030.078 (meters)        (06/15/04)   ADJUSTED
 PU2301* NAVD 88 ORTHO HEIGHT -  1047.3   (meters)     3436.    (feet) VERTCON3
 PU2301  ______________________________________________________________________
 PU2301  GEOID HEIGHT    -        -16.693 (meters)                     GEOID18
 PU2301  NAD 83(1993) X  - -1,037,529.244 (meters)                     COMP
 PU2301  NAD 83(1993) Y  - -4,470,573.946 (meters)                     COMP
 PU2301  NAD 83(1993) Z  -  4,415,866.423 (meters)                     COMP
 PU2301  LAPLACE CORR    -        -10.44  (seconds)                    DEFLEC18
 PU2301  HORZ ORDER      -  FIRST
 PU2301  ELLP ORDER      -  FOURTH    CLASS I
 PU2301
 PU2301.The horizontal coordinates were established by classical geodetic methods
 PU2301.and adjusted by the National Geodetic Survey in June 2004.
 PU2301
 PU2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2301
 PU2301.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2301.GEOID18 height accuracy estimate available here.
 PU2301
 PU2301.Click photographs - Photos may exist for this station.
 PU2301
 PU2301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2301
 PU2301.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2301
 PU2301.The ellipsoidal height was determined by GPS observations
 PU2301.and is referenced to NAD 83.
 PU2301
 PU2301. The following values were computed from the NAD 83(1993) position.
 PU2301
 PU2301;                    North         East     Units Scale Factor Converg.
 PU2301;SPC SD S     -   198,572.976   381,210.773   MT  0.99994048   -1 53 06.2
 PU2301;SPC SD S     -   651,484.84  1,250,689.01   sFT  0.99994048   -1 53 06.2
 PU2301;UTM  13      - 4,883,506.832   654,836.857   MT  0.99989486   +1 20 45.5
 PU2301
 PU2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2301!SPC SD S     -   0.99983851  x   0.99994048  =   0.99977900
 PU2301!UTM  13      -   0.99983851  x   0.99989486  =   0.99973338
 PU2301
 PU2301:                Primary Azimuth Mark                     Grid Az
 PU2301:SPC SD S     -  DUNNING AZ MK                            239 23 59.6
 PU2301:UTM  13      -  DUNNING AZ MK                            236 10 07.9
 PU2301
 PU2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5483683506(NAD 83)
 PU2301
 PU2301|---------------------------------------------------------------------|
 PU2301| PID    Reference Object                     Distance      Geod. Az  |
 PU2301|                                                           dddmmss.s |
 PU2301| PU2302 DUNNING                               1.578 METERS 09410     |
 PU2301| PU2300 RAPID CITY MUN APT TK AND BCN       APPROX. 5.1 KM 1754922.6 |
 PU2301| CP9220 DUNNING RM 3                         13.323 METERS 18447     |
 PU2301| CP9218 DUNNING AZ MK                                      2373053.4 |
 PU2301| PU2304 RAPID CITY RADIO KOTA CEN MAST      APPROX.11.6 KM 2380009.9 |
 PU2301| PU2310 RAPID CITY RADIO KOTA FM MAST       APPROX.15.0 KM 2614432.6 |
 PU2301| CP9219 DUNNING RM                           20.523 METERS 27230     |
 PU2301| CP9110 CUSTER RM 3                                        28802     |
 PU2301|---------------------------------------------------------------------|
 PU2301
 PU2301                          SUPERSEDED SURVEY CONTROL
 PU2301
 PU2301  NAD 83(1996)-  44 05 18.13332(N)    103 03 57.16702(W) AD(       ) 1
 PU2301  NAD 83(1993)-  44 05 18.12510(N)    103 03 57.16978(W) AD(       ) 1
 PU2301  NAD 83(1986)-  44 05 18.12373(N)    103 03 57.17348(W) AD(       ) 1
 PU2301  NAD 27      -  44 05 18.17100(N)    103 03 55.53300(W) AD(       ) 1
 PU2301  NGVD 29 (06/03/93) 1046.9    (m)  UNKNOWN  model used  GPS OBS        
 PU2301  NGVD 29 (07/19/86) 1045.1    (m)         3429.     (f) VERT ANG       
 PU2301
 PU2301.Superseded values are not recommended for survey control.
 PU2301
 PU2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2301.See file dsdata.pdf to determine how the superseded data were derived.
 PU2301
 PU2301_MARKER: DS = TRIANGULATION STATION DISK
 PU2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2301_STAMPING: DUNNING 1925
 PU2301_MARK LOGO: CGS
 PU2301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2301+STABILITY: SURFACE MOTION
 PU2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2301+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1992
 PU2301
 PU2301  HISTORY     - Date     Condition        Report By
 PU2301  HISTORY     - 1925     MONUMENTED       CGS
 PU2301  HISTORY     - 1925     GOOD             CGS
 PU2301  HISTORY     - 1935     GOOD             CGS
 PU2301  HISTORY     - 1950     GOOD             CGS
 PU2301  HISTORY     - 1950     GOOD             CGS
 PU2301  HISTORY     - 1951     GOOD             CGS
 PU2301  HISTORY     - 1953     GOOD             CGS
 PU2301  HISTORY     - 1961     GOOD             CGS
 PU2301  HISTORY     - 1964     GOOD             CGS
 PU2301  HISTORY     - 1966     GOOD             CGS
 PU2301  HISTORY     - 1972     GOOD             NGS
 PU2301  HISTORY     - 19921006 GOOD             NOS
 PU2301
 PU2301                          STATION DESCRIPTION
 PU2301
 PU2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PU2301'THE STATION IS ABOUT 8 MILES AIR LINE EAST OF RAPID CITY, 4 MILES
 PU2301'NORTH OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY, ON THE
 PU2301'HIGHEST KNOLL ON THE DIVIDE BETWEEN RAPID CREEK AN BOX ELDER CREEK, IN
 PU2301'A LARGE PASTURE IN THE SOUTHWEST QUARTER OF SEC. 32, T2N, R9E, 20
 PU2301'METERS EAST OF A WIRE FENCE.
 PU2301'
 PU2301'THE STATION IS MARKED WITH A STANDARD BRASS TABLET, SET IN CONCRETE,
 PU2301'AND IS 1-FOOT SQUARE.
 PU2301'
 PU2301'REFERENCE MARK NO. 1, IS A STANDARD BRONZE DISK SET IN CONCRETE AND IS
 PU2301'SET IN THE FENCE LINE WEST OF THE STATION.
 PU2301'
 PU2301'REFERENCE MARK NO. 2 IS THE STATION OF THE USGS MARKED BY A CROSS ON A
 PU2301'SMALL BOULDER, ABOUT 1-1/2 METERS EAST OF THE STATION MARK.
 PU2301'
 PU2301'TO REACH FROM RAPID CITY, GO EAST ALONG THE CHICAGO, MILWAUKEE, ST.
 PU2301'PAUL AND PACIFIC RAILWAY ABOUT 4.1 MILES TO A ROAD LEADING DUE E ON
 PU2301'SECTION LINE.  HIGHWAY 40 CURVES TO THE SOUTHEAST HERE.  FOLLOW THE
 PU2301'SECTION-LINE ROAD E ABOUT 2.3 MILES TO A ROAD LEADING N ALONG A
 PU2301'SECTION LINE.  GO NORTH 2 MILES TO SECTION CORNER, TURN EAST THROUGH
 PU2301'THE GATE, FOLLOW DIM ROAD NE TO THE TOP OF THE DIVIDE, TURN SOUTHEAST
 PU2301'ALONG SOUTH SLOPE OF THE DIVIDE, ABOUT 1-1/2 MILES, THEN GO NORTH TO
 PU2301'THE STATION.  A TRUCK CAN BE DRIVEN TO THE STATION.
 PU2301'
 PU2301'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.30 METERS.
 PU2301
 PU2301                          STATION RECOVERY (1925)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925
 PU2301'RECOVERED IN GOOD CONDITION.
 PU2301
 PU2301                          STATION RECOVERY (1935)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2301'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PU2301'
 PU2301'TO REACH FROM RAPID CITY, GO EAST ON STATE HIGHWAY 40 ABOUT 5 MILES
 PU2301'(FROM CENTER OF BUSINESS DISTRICT) TO POINT WHERE SECTION-LINE ROAD
 PU2301'LEADS E (NOTE-HIGHWAY 40 DOES NOT CURVE AT THIS POINT), GO EAST ON
 PU2301'SECTION-LINE ROAD ABOUT 2.5 MILES, N ON SECTION-LINE ROAD ABOUT 2
 PU2301'MILES TO A GATE, ENTER GATE AND GO NORTHEAST ABOUT 0.4 MILE ON PLAIN
 PU2301'TRAIL TO CREST OF DIVIDE, FOLLOW DIM TRAIL SE ABOUT 0.3 MILE TO FENCE
 PU2301'CORNER, GO EAST ALONG SOUTH SIDE OF FENCE ABOUT 0.45 MILE AND N ALONG
 PU2301'EAST SIDE OF FENCE ABOUT 0.15 MILE TO TOP OF DIVIDE AND STATION SITE.
 PU2301
 PU2301                          STATION RECOVERY (1950)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2301'STATION WAS RECOVERED AS DESCRIBED, AND MARKS WERE FOUND IN GOOD
 PU2301'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  A COMPLETE
 PU2301'DESCRIPTION OF THE MARKS FOLLOWS--
 PU2301'
 PU2301'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHEAST FOR 0.25 MILE TO
 PU2301'A WIRE GATE.  PASS THROUGH GATE AND GO SOUTH FOR 0.25 MILE TO A TRACK
 PU2301'ROAD.  TURN RIGHT AND GO 0.8 MILE TO MARK ON THE LEFT.
 PU2301'
 PU2301'STATION MARK IS 30 FEET NORTHWEST OF A POWER LINE POLE.  IT PROJECTS 5
 PU2301'INCHES, AND THE DISK IS STAMPED DUNNING 1925.
 PU2301'
 PU2301'REFERENCE MARK NO. 1 IS 90 FEET NORTHWEST OF A POWER LINE POLE.  IT
 PU2301'PROJECTS 3 INCHES, AND THE DISK IS STAMPED DUNNING NO 1 1925.
 PU2301'
 PU2301'REFERENCE MARK NO. 2 IS 27 FEET NORTHWEST OF A POWER LINE POLE.  IT
 PU2301'PROJECTS 7 INCHES.
 PU2301'
 PU2301'AZIMUTH MARK IS 10 FEET SOUTH OF CENTER OF TRACK ROAD AND 1 FOOT
 PU2301'NORTHEAST OF A WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS
 PU2301'STAMPED DUNNING 1925.
 PU2301'
 PU2301'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS SET IN THE
 PU2301'TOPS OF 12 X 12-INCH CONCRETE POSTS.
 PU2301'
 PU2301'REFERENCE MARK NO. 2 IS A USGS STATION MARKED BY A CROSS ON THE TOP OF
 PU2301'A 10 X 10-INCH BOULDER.
 PU2301'
 PU2301'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 PU2301
 PU2301                          STATION RECOVERY (1950)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 PU2301'STATION RECOVERED IN GOOD CONDITION.
 PU2301'
 PU2301'TO REACH FROM RAPID CITY GO EAST ON STATE HIGHWAY 40 FROM ALEX JOHNSON
 PU2301'HOTEL FOR 5 MILES TO WHERE SECTION LINE ROAD LEADS EAST, (HIGHWAY 40
 PU2301'CONTINUES PARALLELING RAILROAD), GO EAST ON SECTION LINE ROAD FOR 2.5
 PU2301'MILES TO RADIO RANGE, TURN LEFT (N) FOR 2 MILES TO TWO GATES, TURN
 PU2301'RIGHT (E) THRU SOUTHERLY GATE AND GO .5 MILES ALONG SOUTH SIDE OF
 PU2301'FENCE TO FENCE CORNER, TURN LEFT (N) AND GO .3 MILES ALONG EAST SIDE
 PU2301'OF FENCE, TURN RIGHT (E) AND GO .85 MILES ALONG SOUTH SIDE OF FENCE TO
 PU2301'GATE, TURN LEFT (N) THRU GATE AND DRIVE NW TOWARDS HILLTOP AND
 PU2301'STATION.
 PU2301'
 PU2301'THE STATION IS 29.8 FEET NORTHWEST OF AN OBSTRUCTION LIGHTED POLE,
 PU2301'28.3 FEET NORTHWEST OF AN 8 FOOT STEEL PIPE SET IN CONCRETE, 67 FEET
 PU2301'EAST-NORTHEAST OF R.M. 1 AND 5.1 FEET WEST OF R.M. 2 AND PROJECTS
 PU2301'ABOUT 6 INCHES.
 PU2301
 PU2301                          STATION RECOVERY (1951)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2301'STATION RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.  THE LOCATION
 PU2301'AND STAMPINGS OF THE MARKS ARE AS DESCRIBED IN THE 1950 DESCRIPTION.
 PU2301'THE STATION WAS REACHED IN 1951 BY THE FOLLOWING ROUTE--
 PU2301'
 PU2301'FROM THE BOX ELDER STORE AND POST OFFICE (ABOUT 9 MILES EAST-NORTHEAST
 PU2301'OF RAPID CITY) GO WEST ON U.S. HIGHWAY NO. 14 AND 16 FOR 1.0 MILE TO A
 PU2301'CROSS ROAD (ARMY AIR BASE TRAILER VILLAGE AT THE NORTHEAST CORNER OF
 PU2301'THE INTERSECTION).  THEN LEFT (SOUTH) ON A GRADED DIRT ROAD FOR 2.4
 PU2301'MILES TO TWO WIRE GATES ON THE LEFT. THEN LEFT (EAST) THROUGH THE
 PU2301'SOUTH GATE AND ON A TRACK ROAD ACROSS PASTURE LAND FOR 0.5 MILE TO A
 PU2301'FENCE CORNER.  CONTINUE EAST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 PU2301'RIGHT.  CONTINUE EAST FOR 0.7 MILE, THEN LEAVE THE TRACK ROAD.  BEAR
 PU2301'LEFT (NORTH) ACROSS THE PASTURE FOR 0.25 MILE TO A WIRE GATE.  PASS
 PU2301'THROUGH THE GATE, CONTINUE NORTHERLY, FOR 0.25 MILE TO THE CREST OF A
 PU2301'RIDGE AND THE STATION.
 PU2301'
 PU2301'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 PU2301
 PU2301                          STATION RECOVERY (1953)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 PU2301'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PU2301'THE DESCRIPTION IS ADEQUATE.  NO ATTEMPT MADE TO RECOVERED THE
 PU2301'AZIMUTH MARK.
 PU2301
 PU2301                          STATION RECOVERY (1961)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2301'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 PU2301'CONDITION.  A REFERENCE MARK 3 WAS ESTABLIHED.  A COMPLETE NEW
 PU2301'DESCRIPTION FOLLOWS--
 PU2301'
 PU2301'THE STATION IS LOCATED ABOUT 8 MILES EAST OF RAPID CITY, 2 MILES SOUTH
 PU2301'OF INTERSTATE 90, JUST NORTH OF A FEDERAL AERONAUTICS ADMINISTRATION
 PU2301'INSTALLATION AND ON THE HIGHEST POINT OF THE RIDGE.
 PU2301'
 PU2301'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 190 AND STATE
 PU2301'ROUTE 40 IN RAPID CITY, GO NORTH ON INTERSTATE 190 FOR 1.25 MILES TO
 PU2301'WHERE INTERSTATE 90 JUNCTIONS EAST AND WEST, TURN RIGHT AND GO EAST ON
 PU2301'INTERSTATE 90 FOR 7.1 MILES TO A CROSSROADS, TURN RIGHT CROSSING
 PU2301'RAILROAD TRACKS AND GO SOUTH FOR 2.0 MILES TO A GATE ON THE LEFT,
 PU2301'(ABOUT 0.15 MILE AFTER PASSING AN ARMY INSTALLATION ON THE LEFT), TURN
 PU2301'LEFT PASSING THROUGH GATE AND GO EAST FOR 0.45 MILE TO A GATE, PASS
 PU2301'THROUGH GATE AND CONTINUE EAST FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN
 PU2301'LEFT AND GO NORTH FOR 0.15 MILES TO A FEDERAL AERONAUTICS
 PU2301'ADMINISTRATION INSTALLATION, BEAR LEFT THEN RIGHT ALONG FENCE FOR 0.05
 PU2301'MILE TO THE STATION ON THE NORTH SIDE OF INSTALLATION.
 PU2301'
 PU2301'THE STATION MARK, A STANDARD STATION DISK STAMPED DUNNING 1925, IS SET
 PU2301'IN THE TOP OF A 14 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 PU2301'IS 45 FEET NORTH-NORTHEAST OF A FENCE CORNER, 125 FEET NORTHWEST OF
 PU2301'THE NORTHWEST CORNER OF THE FEDERAL AERONAUTICS ADMINISTRATION
 PU2301'BUILDING, 29.7 FEET NORTHWEST OF A POWER POLE AND 4.5 FEET SOUTH OF
 PU2301'WITNESS POST.
 PU2301'
 PU2301'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED DUNNING NO 1 1925,
 PU2301'IS SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST PROJECTING 3
 PU2301'INCHES.  IT IS 77.3 FEET NORTHWEST OF A FENCE CORNER, 90.5 FEET
 PU2301'WEST-NORTHWEST OF A POWER POLE AND 61.8 FEET WEST OF WITNESS POST.
 PU2301'
 PU2301'REFERENCE MARK NO. 2 IS A ROCK ABOUT 10 INCHES IN DIAMETER WITH THE
 PU2301'LETTERS U.S. AND A CROSS CHISELED ON THE TOP.  IT IS 46 FEET
 PU2301'NORTH-NORTHEAST OF FENCE CORNER, 26.5 FEET NORTHWEST OF A POWER POLE
 PU2301'AND 6 FEET SOUTH-SOUTHEAST OF WITNESS POST.
 PU2301'
 PU2301'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED DUNNING NO 3 1925
 PU2301'1961, IS SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  IT IS
 PU2301'88 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF F.A.A. BUILDING,
 PU2301'46.5 FEET SOUTH OF WITNESS POST AND 3 FEET EAST OF FENCE CORNER.
 PU2301'
 PU2301'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED DUNNING 1925 IS SET IN
 PU2301'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT 11
 PU2301'INCHES IN DIAMETER.  IT IS 12 FEET SOUTH OF A TRACK ROAD, 2 FEET EAST
 PU2301'OF WITNESS POST AND ON THE HIGHEST PART OF HILL.
 PU2301'
 PU2301'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 0.2 MILE TO T
 PU2301'ROAD, TURN RIGHT AND GO WEST FOR 0.45 MILE TO A GATE ON THE LEFT, TURN
 PU2301'LEFT THROUGH GATE, BEAR RIGHT AND GO SOUTHWEST THROUGH PASTURE FOR 0.3
 PU2301'MILE TO THE AZIMUTH MARK ON THE HIGHEST PART OF HILL.
 PU2301'
 PU2301'THE DISTANCE BETWEEN R.M. 2 AND R.M. 3 IS 78.75 FEET OR 24.004 METERS.
 PU2301
 PU2301                          STATION RECOVERY (1964)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PU2301'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AS
 PU2301'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 PU2301
 PU2301                          STATION RECOVERY (1966)
 PU2301
 PU2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PU2301'THE STATION, R.M. 1, R.M. 2, AND AZIMUTH MARKS WERE RECOVERED AS
 PU2301'DESCRIBED.
 PU2301'
 PU2301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI EAST OF
 PU2301'RAPID CITY
 PU2301
 PU2301                          STATION RECOVERY (1972)
 PU2301
 PU2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 PU2301'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED ACCORDING TO THE
 PU2301'DESCRIPTION
 PU2301'
 PU2301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES E.
 PU2301'OF RAPID CITY
 PU2301
 PU2301                          STATION RECOVERY (1992)
 PU2301
 PU2301'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 PU2301'THE STATION IS LOCATED ABOUT 12.9KM EAST OF RAPID CITY, 4.0KM NORTH OF
 PU2301'THE RAPID CITY REGIONAL AIRPORT AND 3.2KM SOUTH OF BOX ELDER, JUST
 PU2301'NORTH OF A FEDERAL AVIATION ADMINISTRATION INSTALLATION AND ON THE
 PU2301'HIGHEST POINT OF A RIDGE.
 PU2301'
 PU2301'TO REACH THE STATION FROM THE JUNCTION OF BOX ELDER ROAD AND GUMBO
 PU2301'ROAD IN BOX ELDER, GO SOUTHERLY ON GUMBO ROAD FOR 3.4KM TO A GRAVEL
 PU2301'ROAD ON THE LEFT (MORNING VIEW DR).  TURN LEFT AND GO EASTERLY ON
 PU2301'MORNING VIEW DR FOR 1.3KM TO A WIRE GATE.  PASS THROUGH GATE AND
 PU2301'CONTINUE EASTERLY FOR 0.6KM TO A POINT WERE THE ROAD TAKES A SHARP
 PU2301'TURN LEFT, AND NORTHERLY.  CONTINUE NORTHERLY ON GRAVEL ROAD FOR 0.2KM
 PU2301'TO A GATE AND FENCE AROUND THE FEDERAL AVIATION ADMINISTRATION
 PU2301'INSTALLATION, BEAR LEFT THEN RIGHT ALONG FENCE FOR 0.1KM TO THE
 PU2301'STATION ON THE NORTH SIDE OF THE INSTALLATION.
 PU2301'
 PU2301'THE STATION IS LOCATED 38.1M NORTHWEST OF THE NORTHWEST CORNER OF THE
 PU2301'FAA BUILDING, 13.7M NORTH-NORTHEAST OF THE NORTHEAST FENCE CORNER POST
 PU2301'AND 8.2M NORTHWEST OF A PIPE WHICH PROJECTS ABOUT 2.5M.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2302 ***********************************************************************
 PU2302  DESIGNATION -  DUNNING
 PU2302  PID         -  PU2302
 PU2302  STATE/COUNTY-  SD/PENNINGTON
 PU2302  COUNTRY     -  US
 PU2302  USGS QUAD   -  BOX ELDER (2017)
 PU2302
 PU2302                         *CURRENT SURVEY CONTROL
 PU2302  ______________________________________________________________________
 PU2302* NAD 83(1996) POSITION- 44 05 18.12948(N) 103 03 57.09627(W)   ADJUSTED
 PU2302* NAVD 88 ORTHO HEIGHT -  1045.    (meters)     3428.    (feet) SCALED
 PU2302  ______________________________________________________________________
 PU2302  GEOID HEIGHT    -        -16.693 (meters)                     GEOID18
 PU2302  LAPLACE CORR    -        -10.44  (seconds)                    DEFLEC18
 PU2302  HORZ ORDER      -  SECOND
 PU2302
 PU2302.The horizontal coordinates were established by classical geodetic methods
 PU2302.and adjusted by the National Geodetic Survey in January 1998.
 PU2302
 PU2302.The orthometric height was scaled from a topographic map.
 PU2302
 PU2302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2302.GEOID18 height accuracy estimate available here.
 PU2302
 PU2302.Click photographs - Photos may exist for this station.
 PU2302
 PU2302.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2302
 PU2302. The following values were computed from the NAD 83(1996) position.
 PU2302
 PU2302;                    North         East     Units Scale Factor Converg.
 PU2302;SPC SD S     -   198,572.653   381,212.489   MT  0.99994048   -1 53 06.1
 PU2302;SPC SD S     -   651,483.78  1,250,694.64   sFT  0.99994048   -1 53 06.1
 PU2302;UTM  13      - 4,883,506.607   654,838.588   MT  0.99989487   +1 20 45.5
 PU2302
 PU2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2302!SPC SD S     -   0.99983871  x   0.99994048  =   0.99977920
 PU2302!UTM  13      -   0.99983871  x   0.99989487  =   0.99973360
 PU2302
 PU2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5483883506(NAD 83)
 PU2302
 PU2302                          SUPERSEDED SURVEY CONTROL
 PU2302
 PU2302  NAD 83(1993)-  44 05 18.12125(N)    103 03 57.09903(W) AD(       ) 2
 PU2302  NAD 83(1986)-  44 05 18.12002(N)    103 03 57.10272(W) AD(       ) 2
 PU2302  NAD 27      -  44 05 18.17200(N)    103 03 55.46100(W) AD(       ) 2
 PU2302
 PU2302.Superseded values are not recommended for survey control.
 PU2302
 PU2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2302.See file dsdata.pdf to determine how the superseded data were derived.
 PU2302
 PU2302_MARKER: X = CHISELED CROSS
 PU2302_SETTING: 80 = SET IN A BOULDER
 PU2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2302+STABILITY: SURFACE MOTION
 PU2302
 PU2302  HISTORY     - Date     Condition        Report By
 PU2302  HISTORY     - UNK      MONUMENTED       USGS
 PU2302  HISTORY     - 1951     GOOD             CGS
 PU2302
 PU2302                          STATION DESCRIPTION
 PU2302
 PU2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2302'THE STATION IS LOCATED ABOUT 8 MILES EAST OF RAPID CITY, ON THE
 PU2302'HIGHEST POINT OF A KNOLL IN PASTURE LAND, ON THE DIVIDE BETWEEN
 PU2302'RAPID CREEK AND BOX ELDER CREEK, IN THE SOUTHWEST 1/4 OF SECTION
 PU2302'32, T 2 N, R 9 E, AND 26.5 FEET NORTH-NORTHWEST OF A POWER LINE
 PU2302'POLE.
 PU2302'
 PU2302'TO REACH THE STATION FROM THE BOX ELDER STORE AND POST OFFICE
 PU2302'(ABOUT 9 MILES EAST-NORTHEAST OF RAPID CITY) GO WEST ON U.S. HIGHWAY
 PU2302'NO. 14 AND 16 FOR 1.0 MILE TO A CROSS ROAD (ARMY AIR BASE TRAILER
 PU2302'VILLAGE AT THE NORTHEAST CORNER OF THE INTERSECTION).  THEN LEFT,
 PU2302'SOUTH, ON A GRADED DIRT ROAD FOR 2.4 MILES TO TWO WIRE GATES ON
 PU2302'THE LEFT.  THEN LEFT, EAST, THROUGH THE SOUTH GATE AND ON A
 PU2302'TRACK ROAD ACROSS PASTURE LAND FOR 1.25 MILE.  THEN LEAVE THE
 PU2302'TRACK ROAD, BEAR LEFT, NORTH ACROSS THE PASTURE FOR 0.25
 PU2302'MILE TO A WIRE GATE.  PASS THROUGH THE GATE, CONTINUE
 PU2302'NORTHERLY, FOR 0.25 MILE TO THE CREST OF THE RIDGE AND THE
 PU2302'STATION AS DESCRIBED.
 PU2302'
 PU2302'THE STATION IS A CROSS CHISELED ON THE TOP OF A SMALL BOULDER
 PU2302'THAT PROJECTS 10 INCHES.  THE LETTERS U S ARE ENGRAVED ON THE
 PU2302'SOUTHEAST EDGE OF THE BOULDER.  A TRAVERSE CONNECTION WAS MADE
 PU2302'TO TRIANGULATION STATION DUNNING 1925 AND THE DISTANCE WAS FOUND
 PU2302'TO BE 1.567 METERS, OR 5.14 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0907 ***********************************************************************
 QS0907  DESIGNATION -  DUPREE BAGLEY GRAIN ELEV N GAB
 QS0907  PID         -  QS0907
 QS0907  STATE/COUNTY-  SD/ZIEBACH
 QS0907  COUNTRY     -  US
 QS0907  USGS QUAD   -  DUPREE (2017)
 QS0907
 QS0907                         *CURRENT SURVEY CONTROL
 QS0907  ______________________________________________________________________
 QS0907* NAD 83(1996) POSITION- 45 03 06.17020(N) 101 36 21.93552(W)   ADJUSTED
 QS0907  ______________________________________________________________________
 QS0907  GEOID HEIGHT    -        -20.522 (meters)                     GEOID18
 QS0907  LAPLACE CORR    -         -6.36  (seconds)                    DEFLEC18
 QS0907  HORZ ORDER      -  THIRD
 QS0907
 QS0907.The horizontal coordinates were established by classical geodetic methods
 QS0907.and adjusted by the National Geodetic Survey in January 1998.
 QS0907
 QS0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0907.GEOID18 height accuracy estimate available here.
 QS0907
 QS0907.Click photographs - Photos may exist for this station.
 QS0907
 QS0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0907
 QS0907. The following values were computed from the NAD 83(1996) position.
 QS0907
 QS0907;                    North         East     Units Scale Factor Converg.
 QS0907;SPC SD N     -   136,644.305   473,494.603   MT  0.99993911   -1 08 12.1
 QS0907;SPC SD N     -   448,307.19  1,553,456.88   sFT  0.99993911   -1 08 12.1
 QS0907;UTM  14      - 4,991,999.447   294,784.875   MT  1.00011786   -1 50 42.3
 QS0907
 QS0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9478491999(NAD 83)
 QS0907
 QS0907                          SUPERSEDED SURVEY CONTROL
 QS0907
 QS0907  NAD 83(1986)-  45 03 06.16215(N)    101 36 21.93380(W) AD(       ) 3
 QS0907  NAD 27      -  45 03 06.23000(N)    101 36 20.37000(W) AD(       ) 3
 QS0907
 QS0907.Superseded values are not recommended for survey control.
 QS0907
 QS0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0907.See file dsdata.pdf to determine how the superseded data were derived.
 QS0907
 QS0907_MARKER: 81 = GABLE
 QS0907
 QS0907  HISTORY     - Date     Condition        Report By
 QS0907  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0907
 QS0907                          STATION DESCRIPTION
 QS0907
 QS0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0907'THE ELEVATOR IS IN THE NORTH EDGE OF DUPREE AND 0.05 MILE
 QS0907'SOUTH OF U.S. HIGHWAY 212.  IT IS A 65-FOOT HIGH WOODEN BUILDING,
 QS0907'PAINTED DARK RED.
 QS0907'
 QS0907'THE POINT INTERSECTED WAS THE NORTH GABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0514 ***********************************************************************
 QS0514  DESIGNATION -  DUPREE MAGNETIC
 QS0514  PID         -  QS0514
 QS0514  STATE/COUNTY-  SD/ZIEBACH
 QS0514  COUNTRY     -  US
 QS0514  USGS QUAD   -  DUPREE (2017)
 QS0514
 QS0514                         *CURRENT SURVEY CONTROL
 QS0514  ______________________________________________________________________
 QS0514* NAD 83(1996) POSITION- 45 02 48.16209(N) 101 35 57.35145(W)   ADJUSTED
 QS0514* NAVD 88 ORTHO HEIGHT -   729.979 (meters)     2394.94  (feet) ADJUSTED
 QS0514  ______________________________________________________________________
 QS0514  GEOID HEIGHT    -        -20.544 (meters)                     GEOID18
 QS0514  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC18
 QS0514  DYNAMIC HEIGHT  -        729.834 (meters)     2394.46  (feet) COMP
 QS0514  MODELED GRAVITY -    980,393.9   (mgal)                       NAVD 88
 QS0514
 QS0514  HORZ ORDER      -  SECOND
 QS0514  VERT ORDER      -  FIRST     CLASS II
 QS0514
 QS0514.The horizontal coordinates were established by classical geodetic methods
 QS0514.and adjusted by the National Geodetic Survey in January 1998.
 QS0514
 QS0514.The orthometric height was determined by differential leveling and
 QS0514.adjusted by the NATIONAL GEODETIC SURVEY
 QS0514.in June 1991.
 QS0514
 QS0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0514.GEOID18 height accuracy estimate available here.
 QS0514
 QS0514.Click photographs - Photos may exist for this station.
 QS0514
 QS0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0514
 QS0514.The dynamic height is computed by dividing the NAVD 88
 QS0514.geopotential number by the normal gravity value computed on the
 QS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0514.degrees latitude (g = 980.6199 gals.).
 QS0514
 QS0514.The modeled gravity was interpolated from observed gravity values.
 QS0514
 QS0514. The following values were computed from the NAD 83(1996) position.
 QS0514
 QS0514;                    North         East     Units Scale Factor Converg.
 QS0514;SPC SD N     -   136,077.885   474,021.438   MT  0.99993911   -1 07 54.7
 QS0514;SPC SD N     -   446,448.86  1,555,185.33   sFT  0.99993911   -1 07 54.7
 QS0514;UTM  14      - 4,991,426.456   295,304.759   MT  1.00011524   -1 50 24.3
 QS0514
 QS0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0514!SPC SD N     -   0.99988878  x   0.99993911  =   0.99982790
 QS0514!UTM  14      -   0.99988878  x   1.00011524  =   1.00000401
 QS0514
 QS0514:                Primary Azimuth Mark                     Grid Az
 QS0514:SPC SD N     -  DUPREE MAGNETIC AZ MK                    051 45 22.9
 QS0514:UTM  14      -  DUPREE MAGNETIC AZ MK                    052 27 52.5
 QS0514
 QS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9530491426(NAD 83)
 QS0514
 QS0514|---------------------------------------------------------------------|
 QS0514| PID    Reference Object                     Distance      Geod. Az  |
 QS0514|                                                           dddmmss.s |
 QS0514| AE3129 DUPREE MAGNETIC RM 1                 25.014 METERS 04420     |
 QS0514| CQ8273 DUPREE MAGNETIC AZ MK                              0503728.2 |
 QS0514| AE3128 DUPREE MAGNETIC RM 2                 30.160 METERS 14309     |
 QS0514|---------------------------------------------------------------------|
 QS0514
 QS0514                          SUPERSEDED SURVEY CONTROL
 QS0514
 QS0514  NAD 83(1986)-  45 02 48.15417(N)    101 35 57.35079(W) AD(       ) 2
 QS0514  NAD 27      -  45 02 48.22400(N)    101 35 55.78400(W) AD(       ) 2
 QS0514  NGVD 29 (??/??/92)  729.522  (m)         2393.44   (f) ADJ UNCH    1 2
 QS0514
 QS0514.Superseded values are not recommended for survey control.
 QS0514
 QS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0514.See file dsdata.pdf to determine how the superseded data were derived.
 QS0514
 QS0514_MARKER: DM = MAGNETIC STATION DISK
 QS0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0514_MARK LOGO: CGS
 QS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0514+STABILITY: SURFACE MOTION
 QS0514
 QS0514  HISTORY     - Date     Condition        Report By
 QS0514  HISTORY     - UNK      MONUMENTED       CGS
 QS0514  HISTORY     - 1934     GOOD             CGS
 QS0514  HISTORY     - 1938     GOOD             CGS
 QS0514  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0514  HISTORY     - 19960510 MARK NOT FOUND   NGS
 QS0514
 QS0514                          STATION DESCRIPTION
 QS0514
 QS0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0514'AT DUPREE.
 QS0514'AT DUPREE, ZIEBACH COUNTY, AT THE PUBLIC SCHOOL, ABOUT 112 FEET
 QS0514'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, AND IN THE
 QS0514'YARD.  A STANDARD MAGNETIC-STATION DISK, SET IN THE TOP OF A
 QS0514'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 QS0514
 QS0514                          STATION RECOVERY (1938)
 QS0514
 QS0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0514'STATION IS LOCATED ON THE GROUNDS OF THE DUPREE PUBLIC SCHOOL WHICH
 QS0514'IS ABOUT 1/4 MILE SE OF THE TOWNS CENTER.  IT IS 172.6 FEET SE OF
 QS0514'THE SE CORNER OF THE SCHOOL BUILDING, 152 FEET S OF THE S FACE
 QS0514'AND 82 FEET E OF THE E FACE OF THE BUILDING PRODUCED, AND ABOUT
 QS0514'100 FEET W OF THE CENTER LINE OF A N-S STREET.
 QS0514'
 QS0514'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 QS0514'SET IN CONCRETE.
 QS0514'
 QS0514'THE STATION IS MARKED BY A ROUND CONCRETE POST WITH A STANDARD
 QS0514'C. AND G.S. MAGNETIC DISK SET IN THE TOP.
 QS0514'
 QS0514'REFERENCE MARKS NUMBERS ONE AND TWO, MARKED DUPREE MAG. 1938,
 QS0514'ARE SET JUST W OF THE FENCE ON THE W SIDE OF THE STREET.
 QS0514'
 QS0514'THE AZIMUTH MARK, MARKED DUPREE MAG. 1938, IS ABOUT 1 MILE NE OF
 QS0514'THE STATION IN THE SW CORNER OF THE INTERSECTION OF TWO ROADS,
 QS0514'ABOUT 50 FEET S AND W OF THEIR CENTERS.
 QS0514'
 QS0514'THE AZIMUTH IS REACHED FROM THE STATION BY GOING N 0.4 MILE,
 QS0514'THENCE RIGHT, E, ON UNIMPROVED ROAD FOR 0.5 MILE TO A N-S ROAD
 QS0514'INTERSECTION AND THE MARK.
 QS0514'
 QS0514'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 QS0514
 QS0514                          STATION RECOVERY (1985)
 QS0514
 QS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0514'NOT RECOVERED.
 QS0514
 QS0514                          STATION RECOVERY (1996)
 QS0514
 QS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0514'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0906 ***********************************************************************
 OR0906  DESIGNATION -  DUREX
 OR0906  PID         -  OR0906
 OR0906  STATE/COUNTY-  SD/GREGORY
 OR0906  COUNTRY     -  US
 OR0906  USGS QUAD   -  DIXON NE (2017)
 OR0906
 OR0906                         *CURRENT SURVEY CONTROL
 OR0906  ______________________________________________________________________
 OR0906* NAD 83(1996) POSITION- 43 27 55.09974(N) 099 19 57.55392(W)   ADJUSTED
 OR0906* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 OR0906  ______________________________________________________________________
 OR0906  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 OR0906  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 OR0906  HORZ ORDER      -  SECOND
 OR0906
 OR0906.The horizontal coordinates were established by classical geodetic methods
 OR0906.and adjusted by the National Geodetic Survey in January 1998.
 OR0906
 OR0906.The orthometric height was scaled from a topographic map.
 OR0906
 OR0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0906.GEOID18 height accuracy estimate available here.
 OR0906
 OR0906.Click photographs - Photos may exist for this station.
 OR0906
 OR0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0906
 OR0906. The following values were computed from the NAD 83(1996) position.
 OR0906
 OR0906;                    North         East     Units Scale Factor Converg.
 OR0906;SPC SD S     -   126,239.575   680,968.745   MT  0.99991042   +0 41 25.2
 OR0906;SPC SD S     -   414,171.01  2,234,144.96   sFT  0.99991042   +0 41 25.2
 OR0906;UTM  14      - 4,812,542.024   473,091.419   MT  0.99960891   -0 13 43.8
 OR0906
 OR0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0906!SPC SD S     -   0.99992048  x   0.99991042  =   0.99983091
 OR0906!UTM  14      -   0.99992048  x   0.99960891  =   0.99952942
 OR0906
 OR0906:                Primary Azimuth Mark                     Grid Az
 OR0906:SPC SD S     -  BIJOU                                    046 58 25.8
 OR0906:UTM  14      -  BIJOU                                    047 53 34.8
 OR0906
 OR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7309112542(NAD 83)
 OR0906
 OR0906|---------------------------------------------------------------------|
 OR0906| PID    Reference Object                     Distance      Geod. Az  |
 OR0906|                                                           dddmmss.s |
 OR0906| OR0857 BIJOU                               APPROX. 8.2 KM 0473951.0 |
 OR0906|---------------------------------------------------------------------|
 OR0906
 OR0906                          SUPERSEDED SURVEY CONTROL
 OR0906
 OR0906  NAD 83(1995)-  43 27 55.09855(N)    099 19 57.55683(W) AD(       ) 2
 OR0906  NAD 83(1986)-  43 27 55.10142(N)    099 19 57.55978(W) AD(       ) 2
 OR0906  NAD 27      -  43 27 55.09800(N)    099 19 56.20500(W) AD(       ) 2
 OR0906  MORC        -  43 27 52.74000(N)    099 19 56.52000(W) AD(       ) 3
 OR0906
 OR0906.Superseded values are not recommended for survey control.
 OR0906
 OR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0906.See file dsdata.pdf to determine how the superseded data were derived.
 OR0906
 OR0906_MARKER: Z = SEE DESCRIPTION
 OR0906_SETTING: 0 = UNSPECIFIED SETTING
 OR0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0906
 OR0906  HISTORY     - Date     Condition        Report By
 OR0906  HISTORY     - 1889     MONUMENTED       MORC
 OR0906
 OR0906                          STATION DESCRIPTION
 OR0906
 OR0906'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0906'DUREX IS ON RIGHT BANK, ON SOUTH SIDE OF A SMALL PLATEAU, 100
 OR0906'FEET FROM EDGE OF BLUFF, 1 MILE WEST FROM HEAD OF DUREX ISLAND
 OR0906'AND ABOUT THE SAME DISTANCE FROM MOUTH OF ROSEBUD CREEK, ONE-EIGHT
 OR0906'MILE NORTH OF ROAD FROM ROSEBUD LANDING TO ROSEBUD AGENCY.
 OR0906'THERE IS A SMALL BUTTE ONE-FOURTH MILE NORTH, 50 FEET HIGHER
 OR0906'THAN STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1959 ***********************************************************************
 PU1959  DESIGNATION -  DURR
 PU1959  PID         -  PU1959
 PU1959  STATE/COUNTY-  SD/BUTTE
 PU1959  COUNTRY     -  US
 PU1959  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1959
 PU1959                         *CURRENT SURVEY CONTROL
 PU1959  ______________________________________________________________________
 PU1959* NAD 83(1996) POSITION- 44 45 30.36047(N) 103 57 12.87742(W)   ADJUSTED
 PU1959* NAVD 88 ORTHO HEIGHT -   988.810 (meters)     3244.12  (feet) ADJUSTED
 PU1959  ______________________________________________________________________
 PU1959  GEOID HEIGHT    -        -15.310 (meters)                     GEOID18
 PU1959  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 PU1959  DYNAMIC HEIGHT  -        988.538 (meters)     3243.23  (feet) COMP
 PU1959  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 PU1959
 PU1959  HORZ ORDER      -  THIRD
 PU1959  VERT ORDER      -  SECOND    CLASS 0
 PU1959
 PU1959.The horizontal coordinates were established by classical geodetic methods
 PU1959.and adjusted by the National Geodetic Survey in January 1998.
 PU1959
 PU1959.The orthometric height was determined by differential leveling and
 PU1959.adjusted by the NATIONAL GEODETIC SURVEY
 PU1959.in June 1991.
 PU1959
 PU1959.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1959.GEOID18 height accuracy estimate available here.
 PU1959
 PU1959.Click photographs - Photos may exist for this station.
 PU1959
 PU1959.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1959
 PU1959.The dynamic height is computed by dividing the NAVD 88
 PU1959.geopotential number by the normal gravity value computed on the
 PU1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1959.degrees latitude (g = 980.6199 gals.).
 PU1959
 PU1959.The modeled gravity was interpolated from observed gravity values.
 PU1959
 PU1959. The following values were computed from the NAD 83(1996) position.
 PU1959
 PU1959;                    North         East     Units Scale Factor Converg.
 PU1959;SPC SD N     -   110,440.782   287,105.289   MT  0.99995210   -2 47 53.2
 PU1959;SPC SD N     -   362,337.80    941,944.60   sFT  0.99995210   -2 47 53.2
 PU1959;SPC WY E     -   473,736.869   296,043.400   MT  1.00005089   +0 51 15.2
 PU1959;SPC WY E     - 1,554,251.71    971,269.05   sFT  1.00005089   +0 51 15.2
 PU1959;UTM  13      - 4,956,648.540   582,819.996   MT  0.99968435   +0 44 12.7
 PU1959
 PU1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1959!SPC SD N     -   0.99984739  x   0.99995210  =   0.99979949
 PU1959!SPC WY E     -   0.99984739  x   1.00005089  =   0.99989827
 PU1959!UTM  13      -   0.99984739  x   0.99968435  =   0.99953179
 PU1959
 PU1959:                Primary Azimuth Mark                     Grid Az
 PU1959:SPC SD N     -  K 358                                    163 59 12.2
 PU1959:SPC WY E     -  K 358                                    160 20 03.8
 PU1959:UTM  13      -  K 358                                    160 27 06.3
 PU1959
 PU1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8281956648(NAD 83)
 PU1959
 PU1959|---------------------------------------------------------------------|
 PU1959| PID    Reference Object                     Distance      Geod. Az  |
 PU1959|                                                           dddmmss.s |
 PU1959| PU1960 DURR RM 1                            16.167 METERS 03650     |
 PU1959| PU1964 K 358                                              1611119.0 |
 PU1959| PU1961 DURR RM 2                            14.209 METERS 31224     |
 PU1959|---------------------------------------------------------------------|
 PU1959
 PU1959                          SUPERSEDED SURVEY CONTROL
 PU1959
 PU1959  NAD 83(1993)-  44 45 30.35602(N)    103 57 12.87840(W) AD(       ) 3
 PU1959  NAD 83(1986)-  44 45 30.34916(N)    103 57 12.87129(W) AD(       ) 3
 PU1959  NGVD 29 (??/??/92)  988.320  (m)         3242.51   (f) ADJ UNCH    2 0
 PU1959  NGVD 29             988.32   (m)         3242.5    (f) LEVELING    3  
 PU1959
 PU1959.Superseded values are not recommended for survey control.
 PU1959
 PU1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1959.See file dsdata.pdf to determine how the superseded data were derived.
 PU1959
 PU1959_MARKER: DS = TRIANGULATION STATION DISK
 PU1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1959_STAMPING: DURR 1962
 PU1959_MARK LOGO: CGS
 PU1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1959+STABILITY: SURFACE MOTION
 PU1959
 PU1959  HISTORY     - Date     Condition        Report By
 PU1959  HISTORY     - 1962     MONUMENTED       CGS
 PU1959  HISTORY     - 1962     GOOD             CGS
 PU1959
 PU1959                          STATION DESCRIPTION
 PU1959
 PU1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1959'THE STATION IS 6 MILES NORTH AND 5 MILES WEST OF BELLE FOURCHE, 1/2
 PU1959'MILE NORTHEAST OF U.S. HIGHWAY 212, ON THE EAST-WEST RIDGE
 PU1959'OVERLOOKING THE HIGHWAY AND ON PROPERTY OWNED BY MR. JOHN DURR.
 PU1959'
 PU1959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 85,
 PU1959'AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTHWEST ON HIGHWAY 212 FOR
 PU1959'6.4 MILES TO BENCH MARK K 358 (USED AS AN AZIMUTH MARK) ON THE
 PU1959'LEFT, SOUTHWEST, SIDE OF THE HIGHWAY.  CONTINUE AHEAD FOR 1.3 MILES
 PU1959'TO A SIDE ROAD RIGHT, NORTH, AND A WIRE GATE ACROSS THE SIDE
 PU1959'ROAD.  PASS THROUGH THE GATE AND GO NORTHERLY FOR 0.8 MILE TO A
 PU1959'WIRE GATE.  PASS THROUGH THE GATE AND TURN SHARP RIGHT ALONG THE
 PU1959'FENCE FOR 0.2 MILE TO A FENCE CORNER.  TURN RIGHT, SOUTH, AND
 PU1959'FOLLOW THE TRACK ROAD FOR 0.3 MILE TO THE CREST OF THE HILL.  TURN
 PU1959'LEFT EAST, ALONG THE CREST FOR 0.35 MILE.  TURN SHARP RIGHT,
 PU1959'SOUTH, FOR 0.05 MILE TO THE STATION NEAR THE EDGE OF THE BLUFF.
 PU1959'
 PU1959'THE STATION, STANDARD DISKS STAMPED DURR 1962, IS ON THE SOUTH EDGE
 PU1959'OF AN EAST-WEST RIDGE AND 22 FEET NORTH OF THE EDGE OF THE BLUFF.
 PU1959'THE SURFACE DISK PROJECTS 2 INCHES AND IS SET IN A ROUND CONCRETE
 PU1959'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PU1959'CONCRETE 50 INCHES BELOW THE SURFACE OF THE GROUND.
 PU1959'
 PU1959'REFERENCE MARK NO. 1 IS A STANDAR DISK SET IN THE TOP OF A ROUND
 PU1959'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS STAMPED DURR NO 1
 PU1959'1962.  IT IS 73 FEET NORTH OF THE EDGE OF THE BLUFF.
 PU1959'
 PU1959'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DURR NO 2 1962 AND
 PU1959'IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT
 PU1959'IS 13 FEET NORTH OF THE EDGE OF THE BLUFF.
 PU1959'
 PU1959'AZIMUTH MARK, A COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 PU1959'K 358 1962, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 PU1959'PROJECTING 4 INCHES.  IT IS 45 FEET NORTHEAST OF THE NORTHEAST RAIL
 PU1959'OF A RAILROAD TRACK, 41 FEET SOUTHWEST OF THE CENTERLINE OF
 PU1959'HIGHWAY 212, 4 FEET SOUTH OF A TELEPHONE POLE AND 2.0 FEET
 PU1959'NORTHEAST OF A WITNESS POST.
 PU1959'
 PU1959'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU1959'
 PU1959'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU1959
 PU1959                          STATION RECOVERY (1962)
 PU1959
 PU1959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1959'8 MI NW FROM BELLE FOURCHE.
 PU1959'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1959'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 6.75
 PU1959'MILES NORTHWEST ALONG U.S. HIGHWAY 212, THENCE ABOUT 0.4 MILE
 PU1959'NORTH ALONG A NORTH-SOUTH FENCE LINE, THENCE ABOUT 0.2 MILE
 PU1959'NORTH ACROSS COUNTRY TO THE TOP OF A LONG RIDGE, ON A POINT OF
 PU1959'THE RIDGE IN SECTION 12, T 9 N, R 1 E, 20 FEET NORTHEAST OF THE
 PU1959'SOUTHEAST EDGE OF THE RIDGE, AND SET IN THE TOP OF A CONCRETE
 PU1959'POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1960 ***********************************************************************
 PU1960  DESIGNATION -  DURR RM 1
 PU1960  PID         -  PU1960
 PU1960  STATE/COUNTY-  SD/BUTTE
 PU1960  COUNTRY     -  US
 PU1960  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1960
 PU1960                         *CURRENT SURVEY CONTROL
 PU1960  ______________________________________________________________________
 PU1960* NAD 83(1986) POSITION- 44 45 30.78   (N) 103 57 12.44   (W)   HD_HELD1
 PU1960* NAVD 88 ORTHO HEIGHT -   988.453 (meters)     3242.95  (feet) ADJUSTED
 PU1960  ______________________________________________________________________
 PU1960  GEOID HEIGHT    -        -15.311 (meters)                     GEOID18
 PU1960  DYNAMIC HEIGHT  -        988.181 (meters)     3242.06  (feet) COMP
 PU1960  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 PU1960
 PU1960  VERT ORDER      -  SECOND    CLASS 0
 PU1960
 PU1960.The horizontal coordinates were determined by differentially corrected
 PU1960.hand held GPS observations or other comparable positioning techniques
 PU1960.and have an estimated accuracy of +/- 3 meters.
 PU1960
 PU1960.The orthometric height was determined by differential leveling and
 PU1960.adjusted by the NATIONAL GEODETIC SURVEY
 PU1960.in June 1991.
 PU1960
 PU1960.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1960.GEOID18 height accuracy estimate available here.
 PU1960
 PU1960.Click photographs - Photos may exist for this station.
 PU1960
 PU1960.The dynamic height is computed by dividing the NAVD 88
 PU1960.geopotential number by the normal gravity value computed on the
 PU1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1960.degrees latitude (g = 980.6199 gals.).
 PU1960
 PU1960.The modeled gravity was interpolated from observed gravity values.
 PU1960
 PU1960;                    North         East    Units  Estimated Accuracy
 PU1960;SPC SD N     -   110,453.2     287,115.5     MT  (+/- 3 meters HH1 GPS) 
 PU1960
 PU1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8282956661(NAD 83)
 PU1960
 PU1960                          SUPERSEDED SURVEY CONTROL
 PU1960
 PU1960  NGVD 29 (??/??/92)  987.963  (m)         3241.34   (f) ADJ UNCH    2 0
 PU1960
 PU1960.Superseded values are not recommended for survey control.
 PU1960
 PU1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1960.See file dsdata.pdf to determine how the superseded data were derived.
 PU1960
 PU1960_MARKER: DR = REFERENCE MARK DISK
 PU1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1960_STAMPING: DURR NO 1 1962
 PU1960_MARK LOGO: CGS
 PU1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1960+STABILITY: SURFACE MOTION
 PU1960
 PU1960  HISTORY     - Date     Condition        Report By
 PU1960  HISTORY     - 1962     MONUMENTED       CGS
 PU1960
 PU1960                          STATION DESCRIPTION
 PU1960
 PU1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1960'8 MI NW FROM BELLE FOURCHE.
 PU1960'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1960'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 6.75
 PU1960'MILES NORTHWEST ALONG U.S. HIGHWAY 212, THENCE ABOUT 0.4 MILE
 PU1960'NORTH ALONG A NORTH-SOUTH FENCE LINE, 0.2 MILE NORTH ACROSS
 PU1960'COUNTRY TO THE TOP OF A LONG RIDGE, ON A POINT OF THE RIDGE IN
 PU1960'SECTION 12, T 9 N, R 1 E, 73 FEET NORTHEAST OF THE SOUTHWEST
 PU1960'EDGE OF THE RIDGE, 53.0 FEET NORTH-NORTHEAST OF DURR 1962, AND
 PU1960'SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1961 ***********************************************************************
 PU1961  DESIGNATION -  DURR RM 2
 PU1961  PID         -  PU1961
 PU1961  STATE/COUNTY-  SD/BUTTE
 PU1961  COUNTRY     -  US
 PU1961  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1961
 PU1961                         *CURRENT SURVEY CONTROL
 PU1961  ______________________________________________________________________
 PU1961* NAD 83(1986) POSITION- 44 45 30.67   (N) 103 57 13.35   (W)   HD_HELD1
 PU1961* NAVD 88 ORTHO HEIGHT -   988.925 (meters)     3244.50  (feet) ADJUSTED
 PU1961  ______________________________________________________________________
 PU1961  GEOID HEIGHT    -        -15.310 (meters)                     GEOID18
 PU1961  DYNAMIC HEIGHT  -        988.653 (meters)     3243.61  (feet) COMP
 PU1961  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 PU1961
 PU1961  VERT ORDER      -  SECOND    CLASS 0
 PU1961
 PU1961.The horizontal coordinates were determined by differentially corrected
 PU1961.hand held GPS observations or other comparable positioning techniques
 PU1961.and have an estimated accuracy of +/- 3 meters.
 PU1961
 PU1961.The orthometric height was determined by differential leveling and
 PU1961.adjusted by the NATIONAL GEODETIC SURVEY
 PU1961.in June 1991.
 PU1961
 PU1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1961.GEOID18 height accuracy estimate available here.
 PU1961
 PU1961.Click photographs - Photos may exist for this station.
 PU1961
 PU1961.The dynamic height is computed by dividing the NAVD 88
 PU1961.geopotential number by the normal gravity value computed on the
 PU1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1961.degrees latitude (g = 980.6199 gals.).
 PU1961
 PU1961.The modeled gravity was interpolated from observed gravity values.
 PU1961
 PU1961;                    North         East    Units  Estimated Accuracy
 PU1961;SPC SD N     -   110,450.8     287,095.4     MT  (+/- 3 meters HH1 GPS) 
 PU1961
 PU1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8280956657(NAD 83)
 PU1961
 PU1961                          SUPERSEDED SURVEY CONTROL
 PU1961
 PU1961  NGVD 29 (??/??/92)  988.435  (m)         3242.89   (f) ADJ UNCH    2 0
 PU1961
 PU1961.Superseded values are not recommended for survey control.
 PU1961
 PU1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1961.See file dsdata.pdf to determine how the superseded data were derived.
 PU1961
 PU1961_MARKER: DR = REFERENCE MARK DISK
 PU1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1961_STAMPING: DURR NO 2 1962
 PU1961_MARK LOGO: CGS
 PU1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1961+STABILITY: SURFACE MOTION
 PU1961
 PU1961  HISTORY     - Date     Condition        Report By
 PU1961  HISTORY     - 1962     MONUMENTED       CGS
 PU1961
 PU1961                          STATION DESCRIPTION
 PU1961
 PU1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1961'8 MI NW FROM BELLE FOURCHE.
 PU1961'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1961'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 6.75
 PU1961'MILES NORTHWEST ALONG U.S. HIGHWAY 212, THENCE ABOUT 0.4 MILE
 PU1961'NORTH ALONG A NORTH-SOUTH FENCE LINE, THENCE 0.2 MILE NORTH
 PU1961'ACROSS COUNTRY TO THE TOP OF A LONG RIDGE, ON A POINT OF THE
 PU1961'RIDGE IN SECTION 12, T 9 N, R 1 E, 11 FEET NORTHEAST OF THE
 PU1961'SOUTHWEST EDGE OF THE RIDGE, 46.6 FEET WEST-NORTHWEST OF DURR
 PU1961'1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0283 ***********************************************************************
 OT0283  DESIGNATION -  DW 3114
 OT0283  PID         -  OT0283
 OT0283  STATE/COUNTY-  SD/PENNINGTON
 OT0283  COUNTRY     -  US
 OT0283  USGS QUAD   -  HERMOSA NW (2017)
 OT0283
 OT0283                         *CURRENT SURVEY CONTROL
 OT0283  ______________________________________________________________________
 OT0283* NAD 83(1986) POSITION- 43 59 44.     (N) 103 07 54.     (W)   SCALED
 OT0283* NAVD 88 ORTHO HEIGHT -   950.332 (meters)     3117.88  (feet) ADJUSTED
 OT0283  ______________________________________________________________________
 OT0283  GEOID HEIGHT    -        -16.416 (meters)                     GEOID18
 OT0283  DYNAMIC HEIGHT  -        949.995 (meters)     3116.78  (feet) COMP
 OT0283  MODELED GRAVITY -    980,231.5   (mgal)                       NAVD 88
 OT0283
 OT0283  VERT ORDER      -  FIRST     CLASS II
 OT0283
 OT0283.The horizontal coordinates were scaled from a map and have
 OT0283.an estimated accuracy of +/- 6 seconds.
 OT0283
 OT0283.The orthometric height was determined by differential leveling and
 OT0283.adjusted by the NATIONAL GEODETIC SURVEY
 OT0283.in June 1991.
 OT0283
 OT0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0283.GEOID18 height accuracy estimate available here.
 OT0283
 OT0283.Click photographs - Photos may exist for this station.
 OT0283
 OT0283.The dynamic height is computed by dividing the NAVD 88
 OT0283.geopotential number by the normal gravity value computed on the
 OT0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0283.degrees latitude (g = 980.6199 gals.).
 OT0283
 OT0283.The modeled gravity was interpolated from observed gravity values.
 OT0283
 OT0283;                    North         East    Units  Estimated Accuracy
 OT0283;SPC SD S     -   188,440.      375,600.      MT  (+/- 180 meters Scaled)
 OT0283
 OT0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ498730(NAD 83)
 OT0283
 OT0283                          SUPERSEDED SURVEY CONTROL
 OT0283
 OT0283  NGVD 29 (??/??/92)  949.844  (m)         3116.28   (f) ADJ UNCH    1 2
 OT0283
 OT0283.Superseded values are not recommended for survey control.
 OT0283
 OT0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0283.See file dsdata.pdf to determine how the superseded data were derived.
 OT0283
 OT0283_MARKER: P = PIPE CAP
 OT0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0283_STAMPING: DW 3114
 OT0283_MARK LOGO: USGS
 OT0283_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0283
 OT0283  HISTORY     - Date     Condition        Report By
 OT0283  HISTORY     - 1900     MONUMENTED       USGS
 OT0283  HISTORY     - 1962     GOOD             CGS
 OT0283
 OT0283                          STATION DESCRIPTION
 OT0283
 OT0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0283'10.1 MI SE FROM RAPID CITY.
 OT0283'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0283'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0283'STATION AT RAPID CITY, THENCE 3.25 MILES SOUTH AND WEST ALONG A
 OT0283'GRAVELED ROAD, THENCE 1.0 MILE SOUTHEAST ALONG THE CHICAGO AND
 OT0283'NORTH WESTERN RAILWAY, 0.75 MILE SOUTHEAST OF MILE POST 92,
 OT0283'0.2 MILE SOUTH OF AND ACROSS THE TRACK FROM A STEEL WINDMILL,
 OT0283'25 1/2 RAILS NORTHWEST OF THE NORTHWEST END OF A WOODEN TRESTLE,
 OT0283'121 FEET NORTHEAST OF A FENCE, 52 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 OT0283'RAIL, 14 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.0 FEET NORTHWEST
 OT0283'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 OT0283'RAIL, AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1
 OT0283'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0287 ***********************************************************************
 OT0287  DESIGNATION -  DW 3160
 OT0287  PID         -  OT0287
 OT0287  STATE/COUNTY-  SD/PENNINGTON
 OT0287  COUNTRY     -  US
 OT0287  USGS QUAD   -  HERMOSA NW (2017)
 OT0287
 OT0287                         *CURRENT SURVEY CONTROL
 OT0287  ______________________________________________________________________
 OT0287* NAD 83(1986) POSITION- 43 58 12.54   (N) 103 07 44.22   (W)   HD_HELD1
 OT0287* NAVD 88 ORTHO HEIGHT -   964.389 (meters)     3164.00  (feet) POSTED
 OT0287  ______________________________________________________________________
 OT0287  GEOID HEIGHT    -        -16.415 (meters)                     GEOID18
 OT0287  DYNAMIC HEIGHT  -        964.04  (meters)     3162.9   (feet) COMP
 OT0287  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 OT0287
 OT0287  VERT ORDER      -  * POSTED, SEE BELOW
 OT0287
 OT0287.The horizontal coordinates were determined by differentially corrected
 OT0287.hand held GPS observations or other comparable positioning techniques
 OT0287.and have an estimated accuracy of +/- 3 meters.
 OT0287
 OT0287.The orthometric height was determined by differential leveling
 OT0287.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0287
 OT0287.* This is a POSTED BENCH MARK height.
 OT0287
 OT0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0287.GEOID18 height accuracy estimate available here.
 OT0287
 OT0287.Click photographs - Photos may exist for this station.
 OT0287
 OT0287.The dynamic height is computed by dividing the NAVD 88
 OT0287.geopotential number by the normal gravity value computed on the
 OT0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0287.degrees latitude (g = 980.6199 gals.).
 OT0287
 OT0287.The modeled gravity was interpolated from observed gravity values.
 OT0287
 OT0287;                    North         East    Units  Estimated Accuracy
 OT0287;SPC SD S     -   185,613.4     375,720.9     MT  (+/- 3 meters HH1 GPS) 
 OT0287
 OT0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5008570259(NAD 83)
 OT0287
 OT0287                          SUPERSEDED SURVEY CONTROL
 OT0287
 OT0287.No superseded survey control is available for this station.
 OT0287
 OT0287_MARKER: P = PIPE CAP
 OT0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0287_STAMPING: DW 3160
 OT0287_MARK LOGO: USGS
 OT0287_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0287
 OT0287  HISTORY     - Date     Condition        Report By
 OT0287  HISTORY     - 1900     MONUMENTED       USGS
 OT0287  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0287
 OT0287                          STATION DESCRIPTION
 OT0287
 OT0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0287'9 MI SE FROM RAPID CITY.
 OT0287'9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0287'RAPID CITY, PENNINGTON COUNTY, AT A ROAD CROSSING, AT THE CENTER
 OT0287'OF A HIGHWAY CURVE, SOUTH OF THE HIGHWAY, AND 175 FEET EAST OF
 OT0287'THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 OT0287'STANDARD CAP, STAMPED D W 3160 AND RIVETED ON THE TOP OF A
 OT0287'3-1/2-INCH IRON PIPE.  NOTE-- A COUNTY ROAD HAS BEEN WIDENED AND
 OT0287'THE MARK WAS MOST LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1572 ***********************************************************************
 PU1572  DESIGNATION -  DW 3218
 PU1572  PID         -  PU1572
 PU1572  STATE/COUNTY-  SD/PENNINGTON
 PU1572  COUNTRY     -  US
 PU1572  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1572
 PU1572                         *CURRENT SURVEY CONTROL
 PU1572  ______________________________________________________________________
 PU1572* NAD 83(1986) POSITION- 44 02 12.     (N) 103 11 12.     (W)   SCALED
 PU1572* NAVD 88 ORTHO HEIGHT -   982.043 (meters)     3221.92  (feet) POSTED
 PU1572  ______________________________________________________________________
 PU1572  GEOID HEIGHT    -        -16.098 (meters)                     GEOID18
 PU1572  DYNAMIC HEIGHT  -        981.70  (meters)     3220.8   (feet) COMP
 PU1572  MODELED GRAVITY -    980,237.8   (mgal)                       NAVD 88
 PU1572
 PU1572  VERT ORDER      -  * POSTED, SEE BELOW
 PU1572
 PU1572.The horizontal coordinates were scaled from a map and have
 PU1572.an estimated accuracy of +/- 6 seconds.
 PU1572
 PU1572.The orthometric height was determined by differential leveling
 PU1572.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1572
 PU1572.* This is a POSTED BENCH MARK height.
 PU1572
 PU1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1572.GEOID18 height accuracy estimate available here.
 PU1572
 PU1572.Click photographs - Photos may exist for this station.
 PU1572
 PU1572.The dynamic height is computed by dividing the NAVD 88
 PU1572.geopotential number by the normal gravity value computed on the
 PU1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1572.degrees latitude (g = 980.6199 gals.).
 PU1572
 PU1572.The modeled gravity was interpolated from observed gravity values.
 PU1572
 PU1572;                    North         East    Units  Estimated Accuracy
 PU1572;SPC SD S     -   193,160.      371,350.      MT  (+/- 180 meters Scaled)
 PU1572
 PU1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ452775(NAD 83)
 PU1572
 PU1572                          SUPERSEDED SURVEY CONTROL
 PU1572
 PU1572.No superseded survey control is available for this station.
 PU1572
 PU1572_MARKER: P = PIPE CAP
 PU1572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1572_STAMPING: DW 3220.318
 PU1572_MARK LOGO: USGS
 PU1572_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1572
 PU1572  HISTORY     - Date     Condition        Report By
 PU1572  HISTORY     - 1900     MONUMENTED       USGS
 PU1572  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1572
 PU1572                          STATION DESCRIPTION
 PU1572
 PU1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1572'3 MI SE FROM RAPID CITY.
 PU1572'3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PU1572'PACIFIC RAILROAD FROM RAPID CITY, PENNINGTON COUNTY, 175 YARDS
 PU1572'SOUTHEAST OF BRIDGE H 199, 54.4 FEET SOUTHWEST OF THE CENTERLINE
 PU1572'OF THE TRACK, 10 FEET WEST OF A ROW OF POLES, AND 1-1/2 FEET
 PU1572'HIGHER THAN THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 PU1572'STANDARD CAP, STAMPED D W 3220.318 AND RIVETED ON THE TOP OF
 PU1572'3-1/2-INCH IRON PIPE.  NOTE-- SEEMS TO BE IN ERROR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1581 ***********************************************************************
 PU1581  DESIGNATION -  DW 3228
 PU1581  PID         -  PU1581
 PU1581  STATE/COUNTY-  SD/PENNINGTON
 PU1581  COUNTRY     -  US
 PU1581  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1581
 PU1581                         *CURRENT SURVEY CONTROL
 PU1581  ______________________________________________________________________
 PU1581* NAD 83(1986) POSITION- 44 04 42.     (N) 103 13 26.     (W)   SCALED
 PU1581* NAVD 88 ORTHO HEIGHT -   984.555 (meters)     3230.16  (feet) ADJUSTED
 PU1581  ______________________________________________________________________
 PU1581  GEOID HEIGHT    -        -15.854 (meters)                     GEOID18
 PU1581  DYNAMIC HEIGHT  -        984.231 (meters)     3229.10  (feet) COMP
 PU1581  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 PU1581
 PU1581  VERT ORDER      -  FIRST     CLASS II
 PU1581
 PU1581.The horizontal coordinates were scaled from a map and have
 PU1581.an estimated accuracy of +/- 6 seconds.
 PU1581
 PU1581.The orthometric height was determined by differential leveling and
 PU1581.adjusted by the NATIONAL GEODETIC SURVEY
 PU1581.in June 1991.
 PU1581
 PU1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1581.GEOID18 height accuracy estimate available here.
 PU1581
 PU1581.Click photographs - Photos may exist for this station.
 PU1581
 PU1581.The dynamic height is computed by dividing the NAVD 88
 PU1581.geopotential number by the normal gravity value computed on the
 PU1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1581.degrees latitude (g = 980.6199 gals.).
 PU1581
 PU1581.The modeled gravity was interpolated from observed gravity values.
 PU1581
 PU1581;                    North         East    Units  Estimated Accuracy
 PU1581;SPC SD S     -   197,890.      368,530.      MT  (+/- 180 meters Scaled)
 PU1581
 PU1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ422821(NAD 83)
 PU1581
 PU1581                          SUPERSEDED SURVEY CONTROL
 PU1581
 PU1581  NGVD 29 (??/??/92)  984.085  (m)         3228.62   (f) ADJ UNCH    1 2
 PU1581
 PU1581.Superseded values are not recommended for survey control.
 PU1581
 PU1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1581.See file dsdata.pdf to determine how the superseded data were derived.
 PU1581
 PU1581_MARKER: DB = BENCH MARK DISK
 PU1581_SETTING: 80 = SET IN A BOULDER
 PU1581_SP_SET: STONE BLOCK
 PU1581_STAMPING: 3228 DW
 PU1581_MARK LOGO: USGS
 PU1581_PROJECTION: PROJECTING 8 CENTIMETERS
 PU1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1581+STABILITY: SURFACE MOTION
 PU1581
 PU1581  HISTORY     - Date     Condition        Report By
 PU1581  HISTORY     - 1900     MONUMENTED       USGS
 PU1581  HISTORY     - 1962     GOOD             CGS
 PU1581  HISTORY     - 1985     MARK NOT FOUND   NGS
 PU1581  HISTORY     - 20110125 MARK NOT FOUND   INDIV
 PU1581
 PU1581                          STATION DESCRIPTION
 PU1581
 PU1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1581'0.7 MI SE FROM RAPID CITY.
 PU1581'ABOUT 0.45 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PU1581'PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1581'STATION AT RAPID CITY, THENCE 0.25 MILE SOUTH ALONG 4TH STREET,
 PU1581'113 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PENNINGTON
 PU1581'COUNTY COURTHOUSE, 119 FEET EAST OF THE CENTER LINE OF 4TH
 PU1581'STREET, 142 FEET NORTH OF THE CENTER LINE OF KANSAS STREET, 19
 PU1581'FEET EAST-NORTHEAST OF A APPLE TREE, 13 FEET WEST-NORTHWEST OF
 PU1581'A APPLE TREE, AND SET IN THE TOP OF A LARGE STONE BLOCK WHICH
 PU1581'IS LOCATED IN THE NORTH EDGE OF A LAWN PROJECTING 3 INCHES.
 PU1581
 PU1581                          STATION RECOVERY (1985)
 PU1581
 PU1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1581'NOT RECOVERED.
 PU1581
 PU1581                          STATION RECOVERY (2011)
 PU1581
 PU1581'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1581'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0347 ***********************************************************************
 OT0347  DESIGNATION -  DW 3258
 OT0347  PID         -  OT0347
 OT0347  STATE/COUNTY-  SD/CUSTER
 OT0347  COUNTRY     -  US
 OT0347  USGS QUAD   -  BUFFALO GAP (2017)
 OT0347
 OT0347                         *CURRENT SURVEY CONTROL
 OT0347  ______________________________________________________________________
 OT0347* NAD 83(1986) POSITION- 43 29 30.     (N) 103 18 37.     (W)   SCALED
 OT0347* NAVD 88 ORTHO HEIGHT -   994.267 (meters)     3262.02  (feet) ADJUSTED
 OT0347  ______________________________________________________________________
 OT0347  GEOID HEIGHT    -        -16.093 (meters)                     GEOID18
 OT0347  DYNAMIC HEIGHT  -        993.871 (meters)     3260.73  (feet) COMP
 OT0347  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 OT0347
 OT0347  VERT ORDER      -  FIRST     CLASS II
 OT0347
 OT0347.The horizontal coordinates were scaled from a map and have
 OT0347.an estimated accuracy of +/- 6 seconds.
 OT0347
 OT0347.The orthometric height was determined by differential leveling and
 OT0347.adjusted by the NATIONAL GEODETIC SURVEY
 OT0347.in June 1991.
 OT0347
 OT0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0347.GEOID18 height accuracy estimate available here.
 OT0347
 OT0347.Click photographs - Photos may exist for this station.
 OT0347
 OT0347.The dynamic height is computed by dividing the NAVD 88
 OT0347.geopotential number by the normal gravity value computed on the
 OT0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0347.degrees latitude (g = 980.6199 gals.).
 OT0347
 OT0347.The modeled gravity was interpolated from observed gravity values.
 OT0347
 OT0347;                    North         East    Units  Estimated Accuracy
 OT0347;SPC SD S     -   133,000.      359,280.      MT  (+/- 180 meters Scaled)
 OT0347
 OT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ366168(NAD 83)
 OT0347
 OT0347                          SUPERSEDED SURVEY CONTROL
 OT0347
 OT0347  NGVD 29 (??/??/92)  993.79   (m)         3260.5    (f) COMPUTED    1 2
 OT0347
 OT0347.Superseded values are not recommended for survey control.
 OT0347
 OT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0347.See file dsdata.pdf to determine how the superseded data were derived.
 OT0347
 OT0347_MARKER: P = PIPE CAP
 OT0347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0347_STAMPING: DW 3258
 OT0347_MARK LOGO: USGS
 OT0347_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0347
 OT0347  HISTORY     - Date     Condition        Report By
 OT0347  HISTORY     - 1898     MONUMENTED       USGS
 OT0347  HISTORY     - 1926     GOOD             CGS
 OT0347  HISTORY     - 1963     MARK NOT FOUND   USGS
 OT0347
 OT0347                          STATION DESCRIPTION
 OT0347
 OT0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 OT0347'AT BUFFALO GAP.
 OT0347'AT BUFFALO GAP, 100 FEET EAST OF RAILROAD STATION TICKET OFFICE
 OT0347'OF C AND NW RR AT BUFFALO GAP.  130 FEET NORTH OF HIGHWAY.  16
 OT0347'FEET EAST OF EAST RIGHT OF WAY FENCE.  A BRASS CAP ON IRON POST
 OT0347'DRIVEN IN GROUND.
 OT0347
 OT0347                          STATION RECOVERY (1963)
 OT0347
 OT0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OT0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0348 ***********************************************************************
 OT0348  DESIGNATION -  DW 3258 RESET
 OT0348  PID         -  OT0348
 OT0348  STATE/COUNTY-  SD/CUSTER
 OT0348  COUNTRY     -  US
 OT0348  USGS QUAD   -  BUFFALO GAP (2017)
 OT0348
 OT0348                         *CURRENT SURVEY CONTROL
 OT0348  ______________________________________________________________________
 OT0348* NAD 83(1986) POSITION- 43 29 31.     (N) 103 18 38.     (W)   SCALED
 OT0348* NAVD 88 ORTHO HEIGHT -   994.417 (meters)     3262.52  (feet) ADJUSTED
 OT0348  ______________________________________________________________________
 OT0348  GEOID HEIGHT    -        -16.091 (meters)                     GEOID18
 OT0348  DYNAMIC HEIGHT  -        994.021 (meters)     3261.22  (feet) COMP
 OT0348  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 OT0348
 OT0348  VERT ORDER      -  FIRST     CLASS II
 OT0348
 OT0348.The horizontal coordinates were scaled from a map and have
 OT0348.an estimated accuracy of +/- 6 seconds.
 OT0348
 OT0348.The orthometric height was determined by differential leveling and
 OT0348.adjusted by the NATIONAL GEODETIC SURVEY
 OT0348.in June 1991.
 OT0348
 OT0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0348.GEOID18 height accuracy estimate available here.
 OT0348
 OT0348.Click photographs - Photos may exist for this station.
 OT0348
 OT0348.The dynamic height is computed by dividing the NAVD 88
 OT0348.geopotential number by the normal gravity value computed on the
 OT0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0348.degrees latitude (g = 980.6199 gals.).
 OT0348
 OT0348.The modeled gravity was interpolated from observed gravity values.
 OT0348
 OT0348;                    North         East    Units  Estimated Accuracy
 OT0348;SPC SD S     -   133,030.      359,250.      MT  (+/- 180 meters Scaled)
 OT0348
 OT0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ366168(NAD 83)
 OT0348
 OT0348                          SUPERSEDED SURVEY CONTROL
 OT0348
 OT0348  NGVD 29 (??/??/92)  993.931  (m)         3260.92   (f) ADJ UNCH    1 2
 OT0348
 OT0348.Superseded values are not recommended for survey control.
 OT0348
 OT0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0348.See file dsdata.pdf to determine how the superseded data were derived.
 OT0348
 OT0348_MARKER: P = PIPE CAP
 OT0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0348_STAMPING: DW 3258 RESET 1949
 OT0348_MARK LOGO: USGS
 OT0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0348
 OT0348  HISTORY     - Date     Condition        Report By
 OT0348  HISTORY     - 1949     MONUMENTED       USGS
 OT0348  HISTORY     - 1963     GOOD             CGS
 OT0348  HISTORY     - 1985     GOOD             NGS
 OT0348
 OT0348                          STATION DESCRIPTION
 OT0348
 OT0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0348'0.1 MI E FROM BUFFALO GAP.
 OT0348'0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS BANK AT
 OT0348'BUFFALO GAP, ON THE CHICAGO AND NORTHWESTERN RAILWAY, IN SECTION
 OT0348'29, T 6 S, R 7 E, 12 POLES SOUTH OF MILEPOST 51, AT A CROSSING
 OT0348'OF THE RAILROAD AND A GRAVELED STREET, 80 FEET EAST OF THE EAST
 OT0348'RAIL OF THE MAIN TRACK, 141 FEET NORTH OF THE CENTER LINE OF THE
 OT0348'GRAVELED STREET, 1 FOOT WEST OF A FENCE, 89 FEET NORTH OF A
 OT0348'CORNER FENCE POST, 0.8 FOOT NORTH OF A METAL WITNESS POST,
 OT0348'ABOUT LEVEL WITH THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON
 OT0348'PIPE PROJECTING 12 INCHES.
 OT0348
 OT0348                          STATION RECOVERY (1985)
 OT0348
 OT0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0302 ***********************************************************************
 OT0302  DESIGNATION -  DW 3300
 OT0302  PID         -  OT0302
 OT0302  STATE/COUNTY-  SD/CUSTER
 OT0302  COUNTRY     -  US
 OT0302  USGS QUAD   -  HERMOSA (2017)
 OT0302
 OT0302                         *CURRENT SURVEY CONTROL
 OT0302  ______________________________________________________________________
 OT0302* NAD 83(1986) POSITION- 43 50 20.18   (N) 103 11 21.82   (W)   HD_HELD1
 OT0302* NAVD 88 ORTHO HEIGHT -  1007.103 (meters)     3304.14  (feet) ADJUSTED
 OT0302  ______________________________________________________________________
 OT0302  GEOID HEIGHT    -        -16.105 (meters)                     GEOID18
 OT0302  DYNAMIC HEIGHT  -       1006.735 (meters)     3302.93  (feet) COMP
 OT0302  MODELED GRAVITY -    980,218.3   (mgal)                       NAVD 88
 OT0302
 OT0302  VERT ORDER      -  FIRST     CLASS II
 OT0302
 OT0302.The horizontal coordinates were determined by differentially corrected
 OT0302.hand held GPS observations or other comparable positioning techniques
 OT0302.and have an estimated accuracy of +/- 3 meters.
 OT0302
 OT0302.The orthometric height was determined by differential leveling and
 OT0302.adjusted by the NATIONAL GEODETIC SURVEY
 OT0302.in October 1997.
 OT0302
 OT0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0302.GEOID18 height accuracy estimate available here.
 OT0302
 OT0302.Click photographs - Photos may exist for this station.
 OT0302
 OT0302.The dynamic height is computed by dividing the NAVD 88
 OT0302.geopotential number by the normal gravity value computed on the
 OT0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0302.degrees latitude (g = 980.6199 gals.).
 OT0302
 OT0302.The modeled gravity was interpolated from observed gravity values.
 OT0302
 OT0302;                    North         East    Units  Estimated Accuracy
 OT0302;SPC SD S     -   171,209.3     370,372.4     MT  (+/- 3 meters HH1 GPS) 
 OT0302
 OT0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4555655577(NAD 83)
 OT0302
 OT0302                          SUPERSEDED SURVEY CONTROL
 OT0302
 OT0302  NAVD 88 (06/15/91) 1007.089  (m)         3304.09   (f) SUPERSEDED  1 2
 OT0302  NGVD 29 (??/??/92) 1006.601  (m)         3302.49   (f) ADJ UNCH    1 2
 OT0302
 OT0302.Superseded values are not recommended for survey control.
 OT0302
 OT0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0302.See file dsdata.pdf to determine how the superseded data were derived.
 OT0302
 OT0302_MARKER: P = PIPE CAP
 OT0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0302_STAMPING: 3300 DW TT
 OT0302_MARK LOGO: USGS
 OT0302_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0302+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 OT0302
 OT0302  HISTORY     - Date     Condition        Report By
 OT0302  HISTORY     - 1898     MONUMENTED       USGS
 OT0302  HISTORY     - 1963     GOOD             CGS
 OT0302  HISTORY     - 1985     GOOD             NGS
 OT0302  HISTORY     - 19950501 GOOD             NGS
 OT0302
 OT0302                          STATION DESCRIPTION
 OT0302
 OT0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0302'AT HERMOSA.
 OT0302'AT HERMOSA 76 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHICAGO
 OT0302'AND NORTH WESTERN RAILWAY STATION, 75 FEET WEST OF THE WEST RAIL
 OT0302'OF THE MAIN TRACK, 58 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 OT0302'GRAVELED STREET, 10 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 OT0302'1 FOOT NORTH OF A SOUTH YARD FENCE, 1.8 FEET NORTH OF A METAL
 OT0302'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND ON THE TOP OF A
 OT0302'3-INCH IRON PIPE PROJECTING 1 INCH.
 OT0302
 OT0302                          STATION RECOVERY (1985)
 OT0302
 OT0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0302'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 OT0302'MI) EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE HIGHWAY 79
 OT0302'AT HERMOSA, IN THE SOUTHWEST CORNER OF THE CROSSING OF THE
 OT0302'NORTHWESTERN RAILROAD, 78.6 METERS (258 FT) SOUTH OF THE HIGHWAY
 OT0302'CENTERLINE, 22.8 METERS (75 FT) WEST-NORTHWEST OF THE WEST-NORTHWEST
 OT0302'RAIL, 17.7 METERS (58 FT) SOUTHEAST OF THE CENTER OF A GRAVEL ROAD,
 OT0302'8.8 METERS (29 FT) NORTHWEST OF THE NORTH CORNER OF THE BOXCAR
 OT0302'RAILROAD STATION AND 3.2 METERS (10.5 FT) NORTH OF A TELEPHONE POLE.
 OT0302'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 OT0302'THE MARK IS 0.3 M BELOW THE TRACKS.
 OT0302
 OT0302                          STATION RECOVERY (1995)
 OT0302
 OT0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0302'IN HERMOSA, AT THE INTERSECTION OF 1ST AND VILAS STREETS, 81.0 M
 OT0302'(265.7 FT) SOUTH OF THE CENTER OF MAIN STREET, 26.2 M (86.0 FT) NORTH
 OT0302'OF THE EXTENDED CENTER OF VILAS STREET, 17.6 M (57.7 FT) EAST OF THE
 OT0302'CENTER OF 1ST STREET, 16.7 M (54.8 FT) WEST OF THE NEAR RAIL OF THE
 OT0302'CHICAGO AND NORTHWESTERN RAILROAD, 0.6 M (2.0 FT) NORTH OF A WITNESS
 OT0302'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF 1ST STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0328 ***********************************************************************
 OT0328  DESIGNATION -  DW 3310
 OT0328  PID         -  OT0328
 OT0328  STATE/COUNTY-  SD/CUSTER
 OT0328  COUNTRY     -  US
 OT0328  USGS QUAD   -  FAIRBURN (2017)
 OT0328
 OT0328                         *CURRENT SURVEY CONTROL
 OT0328  ______________________________________________________________________
 OT0328* NAD 83(1986) POSITION- 43 41 15.     (N) 103 12 41.     (W)   SCALED
 OT0328* NAVD 88 ORTHO HEIGHT -  1010.166 (meters)     3314.19  (feet) POSTED
 OT0328  ______________________________________________________________________
 OT0328  GEOID HEIGHT    -        -16.131 (meters)                     GEOID18
 OT0328  DYNAMIC HEIGHT  -       1009.78  (meters)     3312.9   (feet) COMP
 OT0328  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 OT0328
 OT0328  VERT ORDER      -  * POSTED, SEE BELOW
 OT0328
 OT0328.The horizontal coordinates were scaled from a map and have
 OT0328.an estimated accuracy of +/- 6 seconds.
 OT0328
 OT0328.The orthometric height was determined by differential leveling
 OT0328.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0328
 OT0328.* This is a POSTED BENCH MARK height.
 OT0328
 OT0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0328.GEOID18 height accuracy estimate available here.
 OT0328
 OT0328.Click photographs - Photos may exist for this station.
 OT0328
 OT0328.The dynamic height is computed by dividing the NAVD 88
 OT0328.geopotential number by the normal gravity value computed on the
 OT0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0328.degrees latitude (g = 980.6199 gals.).
 OT0328
 OT0328.The modeled gravity was interpolated from observed gravity values.
 OT0328
 OT0328;                    North         East    Units  Estimated Accuracy
 OT0328;SPC SD S     -   154,460.      368,020.      MT  (+/- 180 meters Scaled)
 OT0328
 OT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ441387(NAD 83)
 OT0328
 OT0328                          SUPERSEDED SURVEY CONTROL
 OT0328
 OT0328.No superseded survey control is available for this station.
 OT0328
 OT0328_MARKER: P = PIPE CAP
 OT0328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0328_STAMPING: DW 3310
 OT0328_MARK LOGO: USGS
 OT0328_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0328
 OT0328  HISTORY     - Date     Condition        Report By
 OT0328  HISTORY     - 1898     MONUMENTED       USGS
 OT0328  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0328  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0328
 OT0328                          STATION DESCRIPTION
 OT0328
 OT0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0328'AT FAIRBURN.
 OT0328'AT FAIRBURN, CUSTER COUNTY, 175 FEET NORTHEAST OF THE CHICAGO
 OT0328'AND NORTH WESTERN RAILWAY STATION, 43 FEET NORTH OF THE
 OT0328'CENTERLINE OF THE TRACK, 25 FEET NORTHEAST OF A ROAD CROSSING,
 OT0328'AND 5 FEET SOUTH OF A ROW OF POLES.  A UNITED STATES GEOLOGICAL
 OT0328'SURVEY STANDARD CAP, STAMPED D W 3310 AND RIVETED ON THE TOP OF A
 OT0328'3-1/2-INCH IRON PIPE AND FLUSH WITH THE GROUND.  NOTE-- LOCATION
 OT0328'OF THE MARK IS NOW COVERED WITH A PILE OF LOGS ABOUT 6 FEET IN
 OT0328'HEIGHT AND IT IS BELIEVED POSSIBLE THE MARK MAY BE RECOVERED
 OT0328'WHEN THE LOGS ARE MOVED.
 OT0328
 OT0328                          STATION RECOVERY (1985)
 OT0328
 OT0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0328'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0356 ***********************************************************************
 OT0356  DESIGNATION -  DW 3315
 OT0356  PID         -  OT0356
 OT0356  STATE/COUNTY-  SD/FALL RIVER
 OT0356  COUNTRY     -  US
 OT0356  USGS QUAD   -  BUFFALO GAP (2017)
 OT0356
 OT0356                         *CURRENT SURVEY CONTROL
 OT0356  ______________________________________________________________________
 OT0356* NAD 83(1986) POSITION- 43 26 23.     (N) 103 22 04.     (W)   SCALED
 OT0356* NAVD 88 ORTHO HEIGHT -  1011.697 (meters)     3319.21  (feet) POSTED
 OT0356  ______________________________________________________________________
 OT0356  GEOID HEIGHT    -        -16.004 (meters)                     GEOID18
 OT0356  DYNAMIC HEIGHT  -       1011.29  (meters)     3317.9   (feet) COMP
 OT0356  MODELED GRAVITY -    980,178.3   (mgal)                       NAVD 88
 OT0356
 OT0356  VERT ORDER      -  * POSTED, SEE BELOW
 OT0356
 OT0356.The horizontal coordinates were scaled from a map and have
 OT0356.an estimated accuracy of +/- 6 seconds.
 OT0356
 OT0356.The orthometric height was determined by differential leveling
 OT0356.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0356
 OT0356.* This is a POSTED BENCH MARK height.
 OT0356
 OT0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0356.GEOID18 height accuracy estimate available here.
 OT0356
 OT0356.Click photographs - Photos may exist for this station.
 OT0356
 OT0356.The dynamic height is computed by dividing the NAVD 88
 OT0356.geopotential number by the normal gravity value computed on the
 OT0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0356.degrees latitude (g = 980.6199 gals.).
 OT0356
 OT0356.The modeled gravity was interpolated from observed gravity values.
 OT0356
 OT0356;                    North         East    Units  Estimated Accuracy
 OT0356;SPC SD S     -   127,400.      354,420.      MT  (+/- 180 meters Scaled)
 OT0356
 OT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ320109(NAD 83)
 OT0356
 OT0356                          SUPERSEDED SURVEY CONTROL
 OT0356
 OT0356.No superseded survey control is available for this station.
 OT0356
 OT0356_MARKER: P = PIPE CAP
 OT0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0356_STAMPING: DW 3315
 OT0356_MARK LOGO: USGS
 OT0356_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0356
 OT0356  HISTORY     - Date     Condition        Report By
 OT0356  HISTORY     - 1898     MONUMENTED       USGS
 OT0356  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0356
 OT0356                          STATION DESCRIPTION
 OT0356
 OT0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0356'5 MI SW FROM BUFFALO GAP.
 OT0356'ABOUT 5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0356'RAILWAY FROM BUFFALO GAP, CUSTER COUNTY, ABOUT 60 FEET WEST OF
 OT0356'A COUNTY-ROAD CROSSING, AND 25 FEET SOUTHEAST OF THE NORTHEAST
 OT0356'END OF A SNOW FENCE.  A UNITED STATES GEOLOGICAL STANDARD CAP,
 OT0356'STAMPED D W 3315 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0290 ***********************************************************************
 OT0290  DESIGNATION -  DW 3326
 OT0290  PID         -  OT0290
 OT0290  STATE/COUNTY-  SD/PENNINGTON
 OT0290  COUNTRY     -  US
 OT0290  USGS QUAD   -  HERMOSA NW (2017)
 OT0290
 OT0290                         *CURRENT SURVEY CONTROL
 OT0290  ______________________________________________________________________
 OT0290* NAD 83(1986) POSITION- 43 56 29.     (N) 103 08 41.     (W)   SCALED
 OT0290* NAVD 88 ORTHO HEIGHT -  1014.930 (meters)     3329.82  (feet) ADJUSTED
 OT0290  ______________________________________________________________________
 OT0290  GEOID HEIGHT    -        -16.310 (meters)                     GEOID18
 OT0290  DYNAMIC HEIGHT  -       1014.564 (meters)     3328.62  (feet) COMP
 OT0290  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 OT0290
 OT0290  VERT ORDER      -  FIRST     CLASS II
 OT0290
 OT0290.The horizontal coordinates were scaled from a map and have
 OT0290.an estimated accuracy of +/- 6 seconds.
 OT0290
 OT0290.The orthometric height was determined by differential leveling and
 OT0290.adjusted by the NATIONAL GEODETIC SURVEY
 OT0290.in June 1991.
 OT0290
 OT0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0290.GEOID18 height accuracy estimate available here.
 OT0290
 OT0290.Click photographs - Photos may exist for this station.
 OT0290
 OT0290.The dynamic height is computed by dividing the NAVD 88
 OT0290.geopotential number by the normal gravity value computed on the
 OT0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0290.degrees latitude (g = 980.6199 gals.).
 OT0290
 OT0290.The modeled gravity was interpolated from observed gravity values.
 OT0290
 OT0290;                    North         East    Units  Estimated Accuracy
 OT0290;SPC SD S     -   182,460.      374,350.      MT  (+/- 180 meters Scaled)
 OT0290
 OT0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ488670(NAD 83)
 OT0290
 OT0290                          SUPERSEDED SURVEY CONTROL
 OT0290
 OT0290  NGVD 29 (??/??/92) 1014.44   (m)         3328.2    (f) COMPUTED    1 2
 OT0290
 OT0290.Superseded values are not recommended for survey control.
 OT0290
 OT0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0290.See file dsdata.pdf to determine how the superseded data were derived.
 OT0290
 OT0290_MARKER: P = PIPE CAP
 OT0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0290_STAMPING: DW 3226
 OT0290_MARK LOGO: USGS
 OT0290_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0290
 OT0290  HISTORY     - Date     Condition        Report By
 OT0290  HISTORY     - 1900     MONUMENTED       USGS
 OT0290  HISTORY     - 1926     GOOD             CGS
 OT0290
 OT0290                          STATION DESCRIPTION
 OT0290
 OT0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 OT0290'11 MI S FROM HERMOSA.
 OT0290'LOCATED ON THE RIGHT-OF-WAY OF THE CHICAGO AND NORTHWESTERN RY.,
 OT0290'43 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD TRACK, 4 FEET
 OT0290'NORTH OF THE RIGHT-OF-WAY FENCE, ABOUT 180 YARDS EAST OF THE COUNTY
 OT0290'ROAD CROSSING, AND ON THE SOUTH SIDE OF A RAILROAD CUT NEAR THE
 OT0290'EAST END OF SAME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0339 ***********************************************************************
 OT0339  DESIGNATION -  DW 3396
 OT0339  PID         -  OT0339
 OT0339  STATE/COUNTY-  SD/CUSTER
 OT0339  COUNTRY     -  US
 OT0339  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0339
 OT0339                         *CURRENT SURVEY CONTROL
 OT0339  ______________________________________________________________________
 OT0339* NAD 83(1986) POSITION- 43 35 40.     (N) 103 16 45.     (W)   SCALED
 OT0339* NAVD 88 ORTHO HEIGHT -  1036.495 (meters)     3400.57  (feet) ADJUSTED
 OT0339  ______________________________________________________________________
 OT0339  GEOID HEIGHT    -        -15.954 (meters)                     GEOID18
 OT0339  DYNAMIC HEIGHT  -       1036.091 (meters)     3399.24  (feet) COMP
 OT0339  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 OT0339
 OT0339  VERT ORDER      -  FIRST     CLASS II
 OT0339
 OT0339.The horizontal coordinates were scaled from a map and have
 OT0339.an estimated accuracy of +/- 6 seconds.
 OT0339
 OT0339.The orthometric height was determined by differential leveling and
 OT0339.adjusted by the NATIONAL GEODETIC SURVEY
 OT0339.in June 1991.
 OT0339
 OT0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0339.GEOID18 height accuracy estimate available here.
 OT0339
 OT0339.Click photographs - Photos may exist for this station.
 OT0339
 OT0339.The dynamic height is computed by dividing the NAVD 88
 OT0339.geopotential number by the normal gravity value computed on the
 OT0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0339.degrees latitude (g = 980.6199 gals.).
 OT0339
 OT0339.The modeled gravity was interpolated from observed gravity values.
 OT0339
 OT0339;                    North         East    Units  Estimated Accuracy
 OT0339;SPC SD S     -   144,320.      362,190.      MT  (+/- 180 meters Scaled)
 OT0339
 OT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ389282(NAD 83)
 OT0339
 OT0339                          SUPERSEDED SURVEY CONTROL
 OT0339
 OT0339  NGVD 29 (??/??/92) 1036.007  (m)         3398.97   (f) ADJ UNCH    1 2
 OT0339
 OT0339.Superseded values are not recommended for survey control.
 OT0339
 OT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0339.See file dsdata.pdf to determine how the superseded data were derived.
 OT0339
 OT0339_MARKER: DB = BENCH MARK DISK
 OT0339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0339_SP_SET: CULVERT HEADWALL
 OT0339_STAMPING: DW 3396
 OT0339_MARK LOGO: USGS
 OT0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0339+STABILITY: SURFACE MOTION
 OT0339
 OT0339  HISTORY     - Date     Condition        Report By
 OT0339  HISTORY     - 1898     MONUMENTED       USGS
 OT0339  HISTORY     - 1963     GOOD             CGS
 OT0339
 OT0339                          STATION DESCRIPTION
 OT0339
 OT0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0339'8.6 MI SW FROM FAIRBURN.
 OT0339'ABOUT 8.55 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0339'RAILWAY FROM THE STATION SIGN AT FAIRBURN, OR 0.1 MILE EAST
 OT0339'ALONG MAIN STREET FROM THE SOUTHERN HILLS BANK AT BUFFALO GAP,
 OT0339'THENCE 7.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OT0339'RAILWAY, 16 POLES SOUTH OF MILE POST 59, IN SECTION 22, T 5 S,
 OT0339'R 7 E, 7 POLES SOUTH OF A WOODEN TRESTLE, SET IN THE SOUTH END
 OT0339'OF A CULVERT, 27 FEET WEST OF THE WEST RAIL, ABOUT LEVEL WITH THE
 OT0339'RAILS, AND SET IN THE TOP OF THE SOUTH END OF THE WEST STONE
 OT0339'HEADWALL OF A TWIN STEEL TUBULAR CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0351 ***********************************************************************
 OT0351  DESIGNATION -  DW 3410
 OT0351  PID         -  OT0351
 OT0351  STATE/COUNTY-  SD/CUSTER
 OT0351  COUNTRY     -  US
 OT0351  USGS QUAD   -  BUFFALO GAP (2017)
 OT0351
 OT0351                         *CURRENT SURVEY CONTROL
 OT0351  ______________________________________________________________________
 OT0351* NAD 83(1986) POSITION- 43 28 39.     (N) 103 20 33.     (W)   SCALED
 OT0351* NAVD 88 ORTHO HEIGHT -  1040.657 (meters)     3414.22  (feet) POSTED
 OT0351  ______________________________________________________________________
 OT0351  GEOID HEIGHT    -        -15.982 (meters)                     GEOID18
 OT0351  DYNAMIC HEIGHT  -       1040.24  (meters)     3412.9   (feet) COMP
 OT0351  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 OT0351
 OT0351  VERT ORDER      -  * POSTED, SEE BELOW
 OT0351
 OT0351.The horizontal coordinates were scaled from a map and have
 OT0351.an estimated accuracy of +/- 6 seconds.
 OT0351
 OT0351.The orthometric height was determined by differential leveling
 OT0351.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0351
 OT0351.* This is a POSTED BENCH MARK height.
 OT0351
 OT0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0351.GEOID18 height accuracy estimate available here.
 OT0351
 OT0351.Click photographs - Photos may exist for this station.
 OT0351
 OT0351.The dynamic height is computed by dividing the NAVD 88
 OT0351.geopotential number by the normal gravity value computed on the
 OT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0351.degrees latitude (g = 980.6199 gals.).
 OT0351
 OT0351.The modeled gravity was interpolated from observed gravity values.
 OT0351
 OT0351;                    North         East    Units  Estimated Accuracy
 OT0351;SPC SD S     -   131,520.      356,610.      MT  (+/- 180 meters Scaled)
 OT0351
 OT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ340151(NAD 83)
 OT0351
 OT0351                          SUPERSEDED SURVEY CONTROL
 OT0351
 OT0351.No superseded survey control is available for this station.
 OT0351
 OT0351_MARKER: P = PIPE CAP
 OT0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0351_STAMPING: DW 3410
 OT0351_MARK LOGO: USGS
 OT0351_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0351
 OT0351  HISTORY     - Date     Condition        Report By
 OT0351  HISTORY     - 1898     MONUMENTED       USGS
 OT0351  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0351
 OT0351                          STATION DESCRIPTION
 OT0351
 OT0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0351'2 MI SW FROM BUFFALO GAP.
 OT0351'2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0351'FROM BUFFALO GAP, CUSTER COUNTY, ABOUT 290 FEET WEST OF AN
 OT0351'ABANDONED RAILROAD CROSSING, IN THE CENTER OF A SECTION-LINE
 OT0351'LANE, AND MIDWAY BETWEEN TWO FENCES.  A UNITED STATES GEOLOGICAL
 OT0351'SURVEY STANDARD DISK, STAMPED D W 3410 AND RIVETED ON THE TOP
 OT0351'OF A 3 1/2-INCH IRON PIPE.  33 FEET SOUTH OF NORTH ROW FENCE, AND
 OT0351'12 FEET NORTH OF C/L ROAD, 224 FEET WEST AND 15 FEET NORTH OF
 OT0351'ROAD TURN NORTH AND WEST.  NOTE-- THE MARK IS EITHER DESTROYED
 OT0351'OR COVERED OVER WITH THE HARD SURFACE OF STATE HIGHWAY 79.  THE
 OT0351'LOCATION WOULD BE ABOUT THE CENTER OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0318 ***********************************************************************
 OT0318  DESIGNATION -  DW 3430 TT
 OT0318  PID         -  OT0318
 OT0318  STATE/COUNTY-  SD/CUSTER
 OT0318  COUNTRY     -  US
 OT0318  USGS QUAD   -  HERMOSA (2017)
 OT0318
 OT0318                         *CURRENT SURVEY CONTROL
 OT0318  ______________________________________________________________________
 OT0318* NAD 83(1986) POSITION- 43 46 01.80   (N) 103 12 00.25   (W)   HD_HELD1
 OT0318* NAVD 88 ORTHO HEIGHT -  1046.789 (meters)     3434.34  (feet) ADJUSTED
 OT0318  ______________________________________________________________________
 OT0318  GEOID HEIGHT    -        -16.102 (meters)                     GEOID18
 OT0318  DYNAMIC HEIGHT  -       1046.385 (meters)     3433.01  (feet) COMP
 OT0318  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 OT0318
 OT0318  VERT ORDER      -  FIRST     CLASS II
 OT0318
 OT0318.The horizontal coordinates were determined by differentially corrected
 OT0318.hand held GPS observations or other comparable positioning techniques
 OT0318.and have an estimated accuracy of +/- 3 meters.
 OT0318
 OT0318.The orthometric height was determined by differential leveling and
 OT0318.adjusted by the NATIONAL GEODETIC SURVEY
 OT0318.in June 1991.
 OT0318
 OT0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0318.GEOID18 height accuracy estimate available here.
 OT0318
 OT0318.Click photographs - Photos may exist for this station.
 OT0318
 OT0318.The dynamic height is computed by dividing the NAVD 88
 OT0318.geopotential number by the normal gravity value computed on the
 OT0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0318.degrees latitude (g = 980.6199 gals.).
 OT0318
 OT0318.The modeled gravity was interpolated from observed gravity values.
 OT0318
 OT0318;                    North         East    Units  Estimated Accuracy
 OT0318;SPC SD S     -   163,269.8     369,239.3     MT  (+/- 3 meters HH1 GPS) 
 OT0318
 OT0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4487247587(NAD 83)
 OT0318
 OT0318                          SUPERSEDED SURVEY CONTROL
 OT0318
 OT0318  NGVD 29 (??/??/92) 1046.287  (m)         3432.69   (f) ADJ UNCH    1 2
 OT0318
 OT0318.Superseded values are not recommended for survey control.
 OT0318
 OT0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0318.See file dsdata.pdf to determine how the superseded data were derived.
 OT0318
 OT0318_MARKER: P = PIPE CAP
 OT0318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0318_STAMPING: DW 3430 TT
 OT0318_MARK LOGO: USGS
 OT0318_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0318
 OT0318  HISTORY     - Date     Condition        Report By
 OT0318  HISTORY     - 1898     MONUMENTED       USGS
 OT0318  HISTORY     - 1963     GOOD             CGS
 OT0318
 OT0318                          STATION DESCRIPTION
 OT0318
 OT0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0318'5.8 MI S FROM HERMOSA.
 OT0318'ABOUT 5.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0318'FROM THE STATION AT HERMOSA, 1 POLE NORTH OF MILE POST 73, IN
 OT0318'SECTION 29, R 3 S, T 8 E, OR 6 MILES NORTH ALONG THE CHICAGO
 OT0318'AND NORTH WESTERN RAILWAY FROM THE STATION SIGN AT FAIRBURN, 1
 OT0318'POLE NORTH OF MILE POST 73, AT A CROSSING OF THE RAILROAD AND A
 OT0318'PRIVATE ROAD, 50 1/2 FEET EAST OF THE EAST RAIL, 42 FEET SOUTH
 OT0318'OF THE CENTER OF A GATE, 1/2 FOOT WEST OF A FENCE, 0.7 FOOT
 OT0318'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND
 OT0318'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 4
 OT0318'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0306 ***********************************************************************
 OT0306  DESIGNATION -  DW 3458 RESET
 OT0306  PID         -  OT0306
 OT0306  STATE/COUNTY-  SD/CUSTER
 OT0306  COUNTRY     -  US
 OT0306  USGS QUAD   -  HERMOSA (2017)
 OT0306
 OT0306                         *CURRENT SURVEY CONTROL
 OT0306  ______________________________________________________________________
 OT0306* NAD 83(1986) POSITION- 43 47 53.     (N) 103 13 10.     (W)   SCALED
 OT0306* NAVD 88 ORTHO HEIGHT -  1055.176 (meters)     3461.86  (feet) ADJUSTED
 OT0306  ______________________________________________________________________
 OT0306  GEOID HEIGHT    -        -15.976 (meters)                     GEOID18
 OT0306  DYNAMIC HEIGHT  -       1054.771 (meters)     3460.53  (feet) COMP
 OT0306  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 OT0306
 OT0306  VERT ORDER      -  FIRST     CLASS II
 OT0306
 OT0306.The horizontal coordinates were scaled from a map and have
 OT0306.an estimated accuracy of +/- 6 seconds.
 OT0306
 OT0306.The orthometric height was determined by differential leveling and
 OT0306.adjusted by the NATIONAL GEODETIC SURVEY
 OT0306.in June 1991.
 OT0306
 OT0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0306.GEOID18 height accuracy estimate available here.
 OT0306
 OT0306.Click photographs - Photos may exist for this station.
 OT0306
 OT0306.The dynamic height is computed by dividing the NAVD 88
 OT0306.geopotential number by the normal gravity value computed on the
 OT0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0306.degrees latitude (g = 980.6199 gals.).
 OT0306
 OT0306.The modeled gravity was interpolated from observed gravity values.
 OT0306
 OT0306;                    North         East    Units  Estimated Accuracy
 OT0306;SPC SD S     -   166,750.      367,800.      MT  (+/- 180 meters Scaled)
 OT0306
 OT0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ432509(NAD 83)
 OT0306
 OT0306                          SUPERSEDED SURVEY CONTROL
 OT0306
 OT0306  NGVD 29 (??/??/92) 1054.68   (m)         3460.2    (f) COMPUTED    1 2
 OT0306
 OT0306.Superseded values are not recommended for survey control.
 OT0306
 OT0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0306.See file dsdata.pdf to determine how the superseded data were derived.
 OT0306
 OT0306_MARKER: DD = SURVEY DISK
 OT0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0306_SP_SET: HEADWALL
 OT0306_STAMPING: DW 3458 RESET 1962
 OT0306_MARK LOGO: USGS
 OT0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0306+STABILITY: SURFACE MOTION
 OT0306
 OT0306  HISTORY     - Date     Condition        Report By
 OT0306  HISTORY     - 1962     MONUMENTED       USGS
 OT0306  HISTORY     - 1963     GOOD             CGS
 OT0306  HISTORY     - 1985     GOOD             NGS
 OT0306
 OT0306                          STATION DESCRIPTION
 OT0306
 OT0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0306'3.2 MI S FROM HERMOSA.
 OT0306'ABOUT 3.15 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0306'FROM THE STATION AT HERMOSA, IN SECTION 12, T 3 S, R 7 E, 15 1/2
 OT0306'POLES SOUTH OF MILEPOST 76, 108 FEET WEST OF THE WEST RAIL,
 OT0306'107 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN TRESTLE, SET
 OT0306'IN THE TOP OF THE EAST HEADWALL OF A CONCRETE CULVERT AND CATTLE
 OT0306'UNDERPASS UNDER STATE HIGHWAY 79, ABOUT 1 FOOT BELOW THE LEVEL
 OT0306'OF THE HIGHWAY.
 OT0306
 OT0306                          STATION RECOVERY (1985)
 OT0306
 OT0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0306'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.1 KM (3.2
 OT0306'MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 40
 OT0306'EAST AT HERMOSA, IN THE TOP CENTER OF THE SOUTHEAST HEADWALL FOR A
 OT0306'DOUBLE BOX CULVERT UNDER THE HIGHWAY, 0.55 KM (0.35 MI) NORTH OF
 OT0306'MILEPOST 57, 9.1 METERS (30 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 OT0306'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0372 ***********************************************************************
 OT0372  DESIGNATION -  DW 3462
 OT0372  PID         -  OT0372
 OT0372  STATE/COUNTY-  SD/FALL RIVER
 OT0372  COUNTRY     -  US
 OT0372  USGS QUAD   -  HOT SPRINGS (2017)
 OT0372
 OT0372                         *CURRENT SURVEY CONTROL
 OT0372  ______________________________________________________________________
 OT0372* NAD 83(1986) POSITION- 43 26 20.70   (N) 103 28 49.11   (W)   HD_HELD1
 OT0372* NAVD 88 ORTHO HEIGHT -  1056.435 (meters)     3465.99  (feet) ADJUSTED
 OT0372  ______________________________________________________________________
 OT0372  GEOID HEIGHT    -        -15.519 (meters)                     GEOID18
 OT0372  DYNAMIC HEIGHT  -       1055.998 (meters)     3464.55  (feet) COMP
 OT0372  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 OT0372
 OT0372  VERT ORDER      -  FIRST     CLASS II
 OT0372
 OT0372.The horizontal coordinates were determined by differentially corrected
 OT0372.hand held GPS observations or other comparable positioning techniques
 OT0372.and have an estimated accuracy of +/- 3 meters.
 OT0372
 OT0372.The orthometric height was determined by differential leveling and
 OT0372.adjusted by the NATIONAL GEODETIC SURVEY
 OT0372.in June 1991.
 OT0372
 OT0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0372.GEOID18 height accuracy estimate available here.
 OT0372
 OT0372.Click photographs - Photos may exist for this station.
 OT0372
 OT0372.The dynamic height is computed by dividing the NAVD 88
 OT0372.geopotential number by the normal gravity value computed on the
 OT0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0372.degrees latitude (g = 980.6199 gals.).
 OT0372
 OT0372.The modeled gravity was interpolated from observed gravity values.
 OT0372
 OT0372;                    North         East    Units  Estimated Accuracy
 OT0372;SPC SD S     -   127,664.4     345,310.8     MT  (+/- 3 meters HH1 GPS) 
 OT0372
 OT0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2298210697(NAD 83)
 OT0372
 OT0372                          SUPERSEDED SURVEY CONTROL
 OT0372
 OT0372  NGVD 29 (??/??/92) 1055.937  (m)         3464.35   (f) ADJ UNCH    1 2
 OT0372
 OT0372.Superseded values are not recommended for survey control.
 OT0372
 OT0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0372.See file dsdata.pdf to determine how the superseded data were derived.
 OT0372
 OT0372_MARKER: DB = BENCH MARK DISK
 OT0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0372_SP_SET: BUILDING
 OT0372_STAMPING: DW 3462
 OT0372_MARK LOGO: USGS
 OT0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0372+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2019
 OT0372
 OT0372  HISTORY     - Date     Condition        Report By
 OT0372  HISTORY     - 1898     MONUMENTED       USGS
 OT0372  HISTORY     - 1963     GOOD             CGS
 OT0372  HISTORY     - 1985     GOOD             NGS
 OT0372  HISTORY     - 19950410 GOOD             NGS
 OT0372  HISTORY     - 20190607 GOOD             USPSQD
 OT0372
 OT0372                          STATION DESCRIPTION
 OT0372
 OT0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0372'0.8 MI NW FROM HOT SPRINGS.
 OT0372'0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE HIGHWAY 87
 OT0372'FROM THE POST OFFICE AT HOT SPRINGS, IN SECTION 13, T 7 S, R 5 E,
 OT0372'IN THE SOUTH FACE OF THE COURTHOUSE, 62 FEET WEST OF THE CENTER
 OT0372'LINE OF THE HIGHWAY, 21 FEET WEST OF THE SOUTHEAST CORNER OF
 OT0372'THE COURTHOUSE, 2.7 FEET EAST OF THE EAST EDGE OF AN ENTRANCE
 OT0372'TO THE COURTHOUSE, ABOUT 2.5 FEET ABOVE THE LEVEL OF A CONCRETE
 OT0372'DRIVEWAY, AND SET VERTICALLY IN THE SOUTH STONE FACE OF THE
 OT0372'COURTHOUSE.
 OT0372
 OT0372                          STATION RECOVERY (1985)
 OT0372
 OT0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0372'RECOVERED IN GOOD CONDITION.
 OT0372
 OT0372                          STATION RECOVERY (1995)
 OT0372
 OT0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0372'1.3 KM (0.80 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 OT0372'IN HOT SPRINGS, SET VERTICALLY IN THE SOUTH FACE OF THE COURTHOUSE,
 OT0372'19.2 M (63.0 FT) WEST OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) WEST
 OT0372'OF THE SOUTHEAST CORNER OF THE BUILDING, 1.0 M (3.3 FT) EAST OF THE
 OT0372'CENTER OF THE SOUTH ENTRANCE INTO THE BUILDING, AND 0.5 M (1.6 FT)
 OT0372'ABOVE THE LEVEL OF THE HIGHWAY.
 OT0372
 OT0372                          STATION RECOVERY (2019)
 OT0372
 OT0372'RECOVERY NOTE BY US POWER SQUADRON 2019 (MLG)
 OT0372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0296 ***********************************************************************
 OT0296  DESIGNATION -  DW 3503
 OT0296  PID         -  OT0296
 OT0296  STATE/COUNTY-  SD/PENNINGTON
 OT0296  COUNTRY     -  US
 OT0296  USGS QUAD   -  HERMOSA NW (2017)
 OT0296
 OT0296                         *CURRENT SURVEY CONTROL
 OT0296  ______________________________________________________________________
 OT0296* NAD 83(1986) POSITION- 43 53 51.     (N) 103 10 55.     (W)   SCALED
 OT0296* NAVD 88 ORTHO HEIGHT -  1068.951 (meters)     3507.05  (feet) ADJUSTED
 OT0296  ______________________________________________________________________
 OT0296  GEOID HEIGHT    -        -16.102 (meters)                     GEOID18
 OT0296  DYNAMIC HEIGHT  -       1068.549 (meters)     3505.73  (feet) COMP
 OT0296  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 OT0296
 OT0296  VERT ORDER      -  FIRST     CLASS II
 OT0296
 OT0296.The horizontal coordinates were scaled from a map and have
 OT0296.an estimated accuracy of +/- 6 seconds.
 OT0296
 OT0296.The orthometric height was determined by differential leveling and
 OT0296.adjusted by the NATIONAL GEODETIC SURVEY
 OT0296.in June 1991.
 OT0296
 OT0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0296.GEOID18 height accuracy estimate available here.
 OT0296
 OT0296.Click photographs - Photos may exist for this station.
 OT0296
 OT0296.The dynamic height is computed by dividing the NAVD 88
 OT0296.geopotential number by the normal gravity value computed on the
 OT0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0296.degrees latitude (g = 980.6199 gals.).
 OT0296
 OT0296.The modeled gravity was interpolated from observed gravity values.
 OT0296
 OT0296;                    North         East    Units  Estimated Accuracy
 OT0296;SPC SD S     -   177,690.      371,190.      MT  (+/- 180 meters Scaled)
 OT0296
 OT0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ460620(NAD 83)
 OT0296
 OT0296                          SUPERSEDED SURVEY CONTROL
 OT0296
 OT0296  NGVD 29 (??/??/92) 1068.444  (m)         3505.39   (f) ADJ UNCH    1 2
 OT0296
 OT0296.Superseded values are not recommended for survey control.
 OT0296
 OT0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0296.See file dsdata.pdf to determine how the superseded data were derived.
 OT0296
 OT0296_MARKER: P = PIPE CAP
 OT0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0296_STAMPING: DW 3503
 OT0296_MARK LOGO: USGS
 OT0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0296
 OT0296  HISTORY     - Date     Condition        Report By
 OT0296  HISTORY     - 1900     MONUMENTED       USGS
 OT0296  HISTORY     - 1963     GOOD             CGS
 OT0296  HISTORY     - 1985     POOR             NGS
 OT0296
 OT0296                          STATION DESCRIPTION
 OT0296
 OT0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0296'4.4 MI NE FROM HERMOSA.
 OT0296'ABOUT 4.45 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0296'FROM THE STATION AT HERMOSA, IN SECTION 8, T 2 S, R 8 E, 6 POLES
 OT0296'NORTHEAST OF MILE POST 83, 115 FEET SOUTHWEST OF THE CENTER OF A
 OT0296'CROSSING OF THE RAILROAD AND A ROAD, 49 FEET NORTHWEST OF THE
 OT0296'NORTHWEST RAIL, 32 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 OT0296'GRAVELED ROAD, 15 1/2 FEET WEST OF A TELEPHONE POLE, 1 FOOT
 OT0296'NORTHEAST OF A FENCE CORNER, 1.4 FEET SOUTHWEST OF A METAL
 OT0296'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND ON THE TOP OF A
 OT0296'3-INCH IRON PIPE PROJECTING 12 INCHES.
 OT0296
 OT0296                          STATION RECOVERY (1985)
 OT0296
 OT0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0296'RECOVERED IN POOR CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT MARK
 OT0296'HAS BEEN DESTURBED AND WILL NOT BE LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0335 ***********************************************************************
 OT0335  DESIGNATION -  DW 3604
 OT0335  PID         -  OT0335
 OT0335  STATE/COUNTY-  SD/CUSTER
 OT0335  COUNTRY     -  US
 OT0335  USGS QUAD   -  BUTCHER HILL (2017)
 OT0335
 OT0335                         *CURRENT SURVEY CONTROL
 OT0335  ______________________________________________________________________
 OT0335* NAD 83(1986) POSITION- 43 38 12.     (N) 103 17 22.     (W)   SCALED
 OT0335* NAVD 88 ORTHO HEIGHT -  1099.770 (meters)     3608.16  (feet) ADJUSTED
 OT0335  ______________________________________________________________________
 OT0335  GEOID HEIGHT    -        -15.808 (meters)                     GEOID18
 OT0335  DYNAMIC HEIGHT  -       1099.329 (meters)     3606.72  (feet) COMP
 OT0335  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 OT0335
 OT0335  VERT ORDER      -  FIRST     CLASS II
 OT0335
 OT0335.The horizontal coordinates were scaled from a map and have
 OT0335.an estimated accuracy of +/- 6 seconds.
 OT0335
 OT0335.The orthometric height was determined by differential leveling and
 OT0335.adjusted by the NATIONAL GEODETIC SURVEY
 OT0335.in June 1991.
 OT0335
 OT0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0335.GEOID18 height accuracy estimate available here.
 OT0335
 OT0335.Click photographs - Photos may exist for this station.
 OT0335
 OT0335.The dynamic height is computed by dividing the NAVD 88
 OT0335.geopotential number by the normal gravity value computed on the
 OT0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0335.degrees latitude (g = 980.6199 gals.).
 OT0335
 OT0335.The modeled gravity was interpolated from observed gravity values.
 OT0335
 OT0335;                    North         East    Units  Estimated Accuracy
 OT0335;SPC SD S     -   149,030.      361,530.      MT  (+/- 180 meters Scaled)
 OT0335
 OT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ379329(NAD 83)
 OT0335
 OT0335                          SUPERSEDED SURVEY CONTROL
 OT0335
 OT0335  NGVD 29 (??/??/92) 1099.261  (m)         3606.49   (f) ADJ UNCH    1 2
 OT0335
 OT0335.Superseded values are not recommended for survey control.
 OT0335
 OT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0335.See file dsdata.pdf to determine how the superseded data were derived.
 OT0335
 OT0335_MARKER: P = PIPE CAP
 OT0335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0335_STAMPING: 3604 DW
 OT0335_MARK LOGO: USGS
 OT0335_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0335
 OT0335  HISTORY     - Date     Condition        Report By
 OT0335  HISTORY     - 1898     MONUMENTED       USGS
 OT0335  HISTORY     - 1963     GOOD             CGS
 OT0335
 OT0335                          STATION DESCRIPTION
 OT0335
 OT0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0335'5.6 MI SW FROM FAIRBURN.
 OT0335'ABOUT 5.55 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0335'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 16 POLES SOUTH OF
 OT0335'MILE POST 62, AT AN EAST WEST FENCE, IN SECTION 4, T 5 S, R 7 E,
 OT0335'52 1/2 FEET WEST OF THE WEST RAIL, 26 FEET SOUTHWEST OF A
 OT0335'TELEPHONE POLE, 29 1/2 FEET NORTH OF AN EAST-WEST FENCE, 5 1/2
 OT0335'FEET WEST OF A NORTH-SOUTH FENCE, 5.0 FEET WEST OF A METAL
 OT0335'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 OT0335'ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1432 ***********************************************************************
 PU1432  DESIGNATION -  DW 3693
 PU1432  PID         -  PU1432
 PU1432  STATE/COUNTY-  SD/MEADE
 PU1432  COUNTRY     -  US
 PU1432  USGS QUAD   -  TILFORD (2017)
 PU1432
 PU1432                         *CURRENT SURVEY CONTROL
 PU1432  ______________________________________________________________________
 PU1432* NAD 83(1986) POSITION- 44 19 39.     (N) 103 26 19.     (W)   SCALED
 PU1432* NAVD 88 ORTHO HEIGHT -  1126.886 (meters)     3697.13  (feet) ADJUSTED
 PU1432  ______________________________________________________________________
 PU1432  GEOID HEIGHT    -        -15.240 (meters)                     GEOID18
 PU1432  DYNAMIC HEIGHT  -       1126.509 (meters)     3695.89  (feet) COMP
 PU1432  MODELED GRAVITY -    980,243.5   (mgal)                       NAVD 88
 PU1432
 PU1432  VERT ORDER      -  FIRST     CLASS II
 PU1432
 PU1432.The horizontal coordinates were scaled from a map and have
 PU1432.an estimated accuracy of +/- 6 seconds.
 PU1432
 PU1432.The orthometric height was determined by differential leveling and
 PU1432.adjusted by the NATIONAL GEODETIC SURVEY
 PU1432.in June 1991.
 PU1432
 PU1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1432.GEOID18 height accuracy estimate available here.
 PU1432
 PU1432.Click photographs - Photos may exist for this station.
 PU1432
 PU1432.The dynamic height is computed by dividing the NAVD 88
 PU1432.geopotential number by the normal gravity value computed on the
 PU1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1432.degrees latitude (g = 980.6199 gals.).
 PU1432
 PU1432.The modeled gravity was interpolated from observed gravity values.
 PU1432
 PU1432;                    North         East    Units  Estimated Accuracy
 PU1432;SPC SD N     -    60,740.      325,800.      MT  (+/- 180 meters Scaled)
 PU1432
 PU1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK244094(NAD 83)
 PU1432
 PU1432                          SUPERSEDED SURVEY CONTROL
 PU1432
 PU1432  NGVD 29 (??/??/92) 1126.37   (m)         3695.4    (f) COMPUTED    1 2
 PU1432
 PU1432.Superseded values are not recommended for survey control.
 PU1432
 PU1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1432.See file dsdata.pdf to determine how the superseded data were derived.
 PU1432
 PU1432_MARKER: P = PIPE CAP
 PU1432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1432_STAMPING: DW 3693
 PU1432_MARK LOGO: USGS
 PU1432_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1432
 PU1432  HISTORY     - Date     Condition        Report By
 PU1432  HISTORY     - 1898     MONUMENTED       USGS
 PU1432  HISTORY     - 1934     GOOD             CGS
 PU1432
 PU1432                          STATION DESCRIPTION
 PU1432
 PU1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1432'1.8 MI NW FROM TILFORD.
 PU1432'1.8 MLES NW OF AND ALONG THE CNWRR 48 FT. E OF CENTER OF TRACK,
 PU1432'ABOUT 0.3 MILE N OF VIADUCT WHERE HIGHWAY 16 CROSSES OVER RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0532 ***********************************************************************
 OT0532  DESIGNATION -  DW 3795
 OT0532  PID         -  OT0532
 OT0532  STATE/COUNTY-  SD/FALL RIVER
 OT0532  COUNTRY     -  US
 OT0532  USGS QUAD   -  FLINT HILL (2017)
 OT0532
 OT0532                         *CURRENT SURVEY CONTROL
 OT0532  ______________________________________________________________________
 OT0532* NAD 83(1986) POSITION- 43 19 42.     (N) 103 43 59.     (W)   SCALED
 OT0532* NAVD 88 ORTHO HEIGHT -  1158.051 (meters)     3799.37  (feet) ADJUSTED
 OT0532  ______________________________________________________________________
 OT0532  GEOID HEIGHT    -        -15.100 (meters)                     GEOID18
 OT0532  DYNAMIC HEIGHT  -       1157.560 (meters)     3797.76  (feet) COMP
 OT0532  MODELED GRAVITY -    980,155.1   (mgal)                       NAVD 88
 OT0532
 OT0532  VERT ORDER      -  FIRST     CLASS II
 OT0532
 OT0532.The horizontal coordinates were scaled from a map and have
 OT0532.an estimated accuracy of +/- 6 seconds.
 OT0532
 OT0532.The orthometric height was determined by differential leveling and
 OT0532.adjusted by the NATIONAL GEODETIC SURVEY
 OT0532.in June 1991.
 OT0532
 OT0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0532.GEOID18 height accuracy estimate available here.
 OT0532
 OT0532.Click photographs - Photos may exist for this station.
 OT0532
 OT0532.The dynamic height is computed by dividing the NAVD 88
 OT0532.geopotential number by the normal gravity value computed on the
 OT0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0532.degrees latitude (g = 980.6199 gals.).
 OT0532
 OT0532.The modeled gravity was interpolated from observed gravity values.
 OT0532
 OT0532;                    North         East    Units  Estimated Accuracy
 OT0532;SPC SD S     -   116,180.      324,360.      MT  (+/- 180 meters Scaled)
 OT0532
 OT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH027980(NAD 83)
 OT0532
 OT0532                          SUPERSEDED SURVEY CONTROL
 OT0532
 OT0532  NGVD 29 (??/??/92) 1157.500  (m)         3797.56   (f) ADJ UNCH    1 2
 OT0532
 OT0532.Superseded values are not recommended for survey control.
 OT0532
 OT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0532.See file dsdata.pdf to determine how the superseded data were derived.
 OT0532
 OT0532_MARKER: P = PIPE CAP
 OT0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0532_STAMPING: 3795 DW
 OT0532_MARK LOGO: USGS
 OT0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0532
 OT0532  HISTORY     - Date     Condition        Report By
 OT0532  HISTORY     - 1898     MONUMENTED       USGS
 OT0532  HISTORY     - 1963     GOOD             CGS
 OT0532
 OT0532                          STATION DESCRIPTION
 OT0532
 OT0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0532'7.8 MI NE FROM EDGEMONT.
 OT0532'ABOUT 7.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0532'RAILROAD FROM THE STATION AT EDGEMONT OR 8.15 MILES SOUTH ALONG
 OT0532'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE SECTION TOOL
 OT0532'HOUSE AT MINNEKAHTA, IN SECTION 26, T 8 S, R 3 E, 8 POLES
 OT0532'SOUTHWEST OF MILE POST 8 AND 0.1 MILE SOUTHEAST OF U.S. HIGHWAY 18
 OT0532'OVERPASS, 71 FEET SOUTH OF THE SOUTH RAIL, 34 FEET SOUTH OF A
 OT0532'FENCE, 1.0 FEET NORTH OF A METAL WITNESS POST ABOUT 3 FEET ABOVE
 OT0532'THE LEVEL OF THE RAIL, A U.S. GEOLOGICAL SURVEY CAP RIVETED ON
 OT0532'THE TOP OF A 3 1/2 IRON PIPE PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0525 ***********************************************************************
 OT0525  DESIGNATION -  DW 4058
 OT0525  PID         -  OT0525
 OT0525  STATE/COUNTY-  SD/FALL RIVER
 OT0525  COUNTRY     -  US
 OT0525  USGS QUAD   -  MINNEKAHTA (2017)
 OT0525
 OT0525                         *CURRENT SURVEY CONTROL
 OT0525  ______________________________________________________________________
 OT0525* NAD 83(1986) POSITION- 43 23 41.     (N) 103 42 21.     (W)   SCALED
 OT0525* NAVD 88 ORTHO HEIGHT -  1238.186 (meters)     4062.28  (feet) ADJUSTED
 OT0525  ______________________________________________________________________
 OT0525  GEOID HEIGHT    -        -14.934 (meters)                     GEOID18
 OT0525  DYNAMIC HEIGHT  -       1237.644 (meters)     4060.50  (feet) COMP
 OT0525  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 OT0525
 OT0525  VERT ORDER      -  FIRST     CLASS II
 OT0525
 OT0525.The horizontal coordinates were scaled from a map and have
 OT0525.an estimated accuracy of +/- 6 seconds.
 OT0525
 OT0525.The orthometric height was determined by differential leveling and
 OT0525.adjusted by the NATIONAL GEODETIC SURVEY
 OT0525.in June 1991.
 OT0525
 OT0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0525.GEOID18 height accuracy estimate available here.
 OT0525
 OT0525.Click photographs - Photos may exist for this station.
 OT0525
 OT0525.The dynamic height is computed by dividing the NAVD 88
 OT0525.geopotential number by the normal gravity value computed on the
 OT0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0525.degrees latitude (g = 980.6199 gals.).
 OT0525
 OT0525.The modeled gravity was interpolated from observed gravity values.
 OT0525
 OT0525;                    North         East    Units  Estimated Accuracy
 OT0525;SPC SD S     -   123,460.      326,870.      MT  (+/- 180 meters Scaled)
 OT0525
 OT0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ048054(NAD 83)
 OT0525
 OT0525                          SUPERSEDED SURVEY CONTROL
 OT0525
 OT0525  NGVD 29 (??/??/92) 1237.611  (m)         4060.40   (f) ADJ UNCH    1 2
 OT0525
 OT0525.Superseded values are not recommended for survey control.
 OT0525
 OT0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0525.See file dsdata.pdf to determine how the superseded data were derived.
 OT0525
 OT0525_MARKER: P = PIPE CAP
 OT0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0525_STAMPING: 4058 DW
 OT0525_MARK LOGO: USGS
 OT0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0525
 OT0525  HISTORY     - Date     Condition        Report By
 OT0525  HISTORY     - 1898     MONUMENTED       USGS
 OT0525  HISTORY     - 1963     GOOD             CGS
 OT0525
 OT0525                          STATION DESCRIPTION
 OT0525
 OT0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0525'2.8 MI S FROM MINNEKAHTA.
 OT0525'ABOUT 2.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0525'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0525'36, T 7 S, R 3 E, AT A PRIVATE ROAD CROSSING AND 7 1/2 POLES NORTH
 OT0525'OF MILE POST 13, 49 FEET WEST OF THE WEST RAIL, 65 FEET NORTHWEST
 OT0525'OF THE CENTER OF THE CROSSING, 50 FEET NORTH OF THE CENTER LINE
 OT0525'OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 4 FEET NORTH OF A FENCE,
 OT0525'1.0 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 OT0525'LEVEL OF THE RAIL, A U.S. GEOLOGICAL SURVEY CAP RIVETED ON THE
 OT0525'TOP OF A 3 1/2 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0521 ***********************************************************************
 OT0521  DESIGNATION -  DW 4159
 OT0521  PID         -  OT0521
 OT0521  STATE/COUNTY-  SD/FALL RIVER
 OT0521  COUNTRY     -  US
 OT0521  USGS QUAD   -  MINNEKAHTA (2017)
 OT0521
 OT0521                         *CURRENT SURVEY CONTROL
 OT0521  ______________________________________________________________________
 OT0521* NAD 83(1986) POSITION- 43 25 58.     (N) 103 41 10.     (W)   SCALED
 OT0521* NAVD 88 ORTHO HEIGHT -  1269.046 (meters)     4163.53  (feet) ADJUSTED
 OT0521  ______________________________________________________________________
 OT0521  GEOID HEIGHT    -        -14.862 (meters)                     GEOID18
 OT0521  DYNAMIC HEIGHT  -       1268.488 (meters)     4161.70  (feet) COMP
 OT0521  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 OT0521
 OT0521  VERT ORDER      -  FIRST     CLASS II
 OT0521
 OT0521.The horizontal coordinates were scaled from a map and have
 OT0521.an estimated accuracy of +/- 6 seconds.
 OT0521
 OT0521.The orthometric height was determined by differential leveling and
 OT0521.adjusted by the NATIONAL GEODETIC SURVEY
 OT0521.in June 1991.
 OT0521
 OT0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0521.GEOID18 height accuracy estimate available here.
 OT0521
 OT0521.Click photographs - Photos may exist for this station.
 OT0521
 OT0521.The dynamic height is computed by dividing the NAVD 88
 OT0521.geopotential number by the normal gravity value computed on the
 OT0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0521.degrees latitude (g = 980.6199 gals.).
 OT0521
 OT0521.The modeled gravity was interpolated from observed gravity values.
 OT0521
 OT0521;                    North         East    Units  Estimated Accuracy
 OT0521;SPC SD S     -   127,620.      328,640.      MT  (+/- 180 meters Scaled)
 OT0521
 OT0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ063097(NAD 83)
 OT0521
 OT0521                          SUPERSEDED SURVEY CONTROL
 OT0521
 OT0521  NGVD 29 (??/??/92) 1268.467  (m)         4161.63   (f) ADJ UNCH    1 2
 OT0521
 OT0521.Superseded values are not recommended for survey control.
 OT0521
 OT0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0521.See file dsdata.pdf to determine how the superseded data were derived.
 OT0521
 OT0521_MARKER: P = PIPE CAP
 OT0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0521_STAMPING: DW 4159
 OT0521_MARK LOGO: USGS
 OT0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0521
 OT0521  HISTORY     - Date     Condition        Report By
 OT0521  HISTORY     - 1898     MONUMENTED       USGS
 OT0521  HISTORY     - 1963     GOOD             CGS
 OT0521  HISTORY     - 1985     GOOD             NGS
 OT0521
 OT0521                          STATION DESCRIPTION
 OT0521
 OT0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0521'0.1 MI NE FROM MINNEKAHTA.
 OT0521'ABOUT 0.1 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0521'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, AT A CROSSING
 OT0521'OF THE RAILROAD AND A ROAD, IN SECTION 19, T 7 S, R 4 E, 43 FEET
 OT0521'NORTH OF THE NORTH RAIL, 57 FEET NORTHEAST OF THE CENTER LINE OF
 OT0521'THE ROAD, 59 FEET EAST OF A POWER POLE, 14 FEET EAST OF THE CENTER
 OT0521'OF A GATE, 4 1/2 FEET SOUTH OF A FENCE, 0.7 FEET EAST OF A METAL
 OT0521'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND ON THE TOP OF A
 OT0521'3-1/2-INCH IRON PIPE WHICH PROJECTS 10 INCHES.
 OT0521
 OT0521                          STATION RECOVERY (1985)
 OT0521
 OT0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0521'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.0 KM
 OT0521'(11.25 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US HIGHWAY
 OT0521'385 AT HOT SPRINGS, 0.6 KM (0.4 MI) WEST OF MILEPOST 25, 21.6 METERS
 OT0521'(71 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.1 METERS (59.5 FT)
 OT0521'EAST-SOUTHEAST OF THE NORTH POLE OF A POWER LINE CROSSING THE HIGHWAY,
 OT0521'1.6 METERS (5.5 FT) SOUTH OF THE EAST END OF A WIRE GATE AND 41.9
 OT0521'METERS (137.5 FT) SOUTHEAST OF BENCH MARK DW 4159 USGS RESET 1983.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0591 ***********************************************************************
 OT0591  DESIGNATION -  DW 4159 RESET
 OT0591  PID         -  OT0591
 OT0591  STATE/COUNTY-  SD/FALL RIVER
 OT0591  COUNTRY     -  US
 OT0591  USGS QUAD   -  MINNEKAHTA (2017)
 OT0591
 OT0591                         *CURRENT SURVEY CONTROL
 OT0591  ______________________________________________________________________
 OT0591* NAD 83(1986) POSITION- 43 25 58.     (N) 103 41 10.     (W)   SCALED
 OT0591* NAVD 88 ORTHO HEIGHT -  1269.266 (meters)     4164.25  (feet) ADJUSTED
 OT0591  ______________________________________________________________________
 OT0591  GEOID HEIGHT    -        -14.862 (meters)                     GEOID18
 OT0591  DYNAMIC HEIGHT  -       1268.709 (meters)     4162.42  (feet) COMP
 OT0591  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 OT0591
 OT0591  VERT ORDER      -  FIRST     CLASS II
 OT0591
 OT0591.The horizontal coordinates were scaled from a map and have
 OT0591.an estimated accuracy of +/- 6 seconds.
 OT0591
 OT0591.The orthometric height was determined by differential leveling and
 OT0591.adjusted by the NATIONAL GEODETIC SURVEY
 OT0591.in June 1991.
 OT0591
 OT0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0591.GEOID18 height accuracy estimate available here.
 OT0591
 OT0591.Click photographs - Photos may exist for this station.
 OT0591
 OT0591.The dynamic height is computed by dividing the NAVD 88
 OT0591.geopotential number by the normal gravity value computed on the
 OT0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0591.degrees latitude (g = 980.6199 gals.).
 OT0591
 OT0591.The modeled gravity was interpolated from observed gravity values.
 OT0591
 OT0591;                    North         East    Units  Estimated Accuracy
 OT0591;SPC SD S     -   127,620.      328,640.      MT  (+/- 180 meters Scaled)
 OT0591
 OT0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ063097(NAD 83)
 OT0591
 OT0591                          SUPERSEDED SURVEY CONTROL
 OT0591
 OT0591  NGVD 29 (04/17/07) 1268.69   (m)         4162.4    (f) RESET       3  
 OT0591
 OT0591.Superseded values are not recommended for survey control.
 OT0591
 OT0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0591.See file dsdata.pdf to determine how the superseded data were derived.
 OT0591
 OT0591_MARKER: DV = VERTICAL CONTROL DISK
 OT0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0591_STAMPING: DW 4159 RESET 1983
 OT0591_MARK LOGO: NGS
 OT0591_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0591+STABILITY: SURFACE MOTION
 OT0591
 OT0591  HISTORY     - Date     Condition        Report By
 OT0591  HISTORY     - 1983     MONUMENTED       NGS
 OT0591  HISTORY     - 1985     GOOD             NGS
 OT0591
 OT0591                          STATION DESCRIPTION
 OT0591
 OT0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OT0591'18.4 KM (11.55 MI) WEST FROM HOT SPRINGS.
 OT0591'7.7 KM (4.8 MI) WEST ALONG HIGHWAY 18 FROM THE JUNCTION OF HIGHWAYS
 OT0591'18 AND 385 AT STREET LIGHT IN HOT SPRINGS, TO COTTONWOOD SPRINGS
 OT0591'RECREATION AREA ROAD, THENCE 10.7 KM (6.75 MI) WEST ALONG HIGHWAY
 OT0591'18, 43.7 METERS (144.0 FEET) NORTH OF CENTER OF HIGHWAY, 26.1 METERS
 OT0591'(86.0 FEET) EAST OF A TELEPHONE BURIED CABLE PEDESTAL, AND 0.3 METER
 OT0591'(1.0 FOOT) SOUTHWEST OF A FENCE.
 OT0591'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 OT0591
 OT0591                          STATION RECOVERY (1985)
 OT0591
 OT0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0591'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.0 KM
 OT0591'(11.25 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US HIGHWAY
 OT0591'385 AT HOT SPRINGS, ALSO 19.5 KM (12.2 MI) NORTHEAST OF EDGEMONT,
 OT0591'0.6 KM (0.4 MI) WEST OF MILEPOST 25, 0.15 KM (0.1 MI) EAST OF THE
 OT0591'CROSSING OF THE BURLINGTON NORTHERN RAILROAD, 42.4 METERS (139
 OT0591'WEST-NORTHWEST OF THE NORTH POLE OF A POWER LINE CROSSING THE HIGHWAY,
 OT0591'26.1 METERS (86 FT) EAST-SOUTHEAST OF A BURIED TELEPHONE CABLE BOX AND
 OT0591'0.3 METER 1 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0591'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0591'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0566 ***********************************************************************
 OT0566  DESIGNATION -  DW 4879
 OT0566  PID         -  OT0566
 OT0566  STATE/COUNTY-  SD/CUSTER
 OT0566  COUNTRY     -  US
 OT0566  USGS QUAD   -  PRINGLE (2017)
 OT0566
 OT0566                         *CURRENT SURVEY CONTROL
 OT0566  ______________________________________________________________________
 OT0566* NAD 83(1986) POSITION- 43 36 57.     (N) 103 35 32.     (W)   SCALED
 OT0566* NAVD 88 ORTHO HEIGHT -  1488.456 (meters)     4883.38  (feet) ADJUSTED
 OT0566  ______________________________________________________________________
 OT0566  GEOID HEIGHT    -        -14.269 (meters)                     GEOID18
 OT0566  DYNAMIC HEIGHT  -       1487.786 (meters)     4881.18  (feet) COMP
 OT0566  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 OT0566
 OT0566  VERT ORDER      -  SECOND    CLASS 0
 OT0566
 OT0566.The horizontal coordinates were scaled from a map and have
 OT0566.an estimated accuracy of +/- 6 seconds.
 OT0566
 OT0566.The orthometric height was determined by differential leveling and
 OT0566.adjusted by the NATIONAL GEODETIC SURVEY
 OT0566.in June 1991.
 OT0566
 OT0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0566.GEOID18 height accuracy estimate available here.
 OT0566
 OT0566.Click photographs - Photos may exist for this station.
 OT0566
 OT0566.The dynamic height is computed by dividing the NAVD 88
 OT0566.geopotential number by the normal gravity value computed on the
 OT0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0566.degrees latitude (g = 980.6199 gals.).
 OT0566
 OT0566.The modeled gravity was interpolated from observed gravity values.
 OT0566
 OT0566;                    North         East    Units  Estimated Accuracy
 OT0566;SPC SD S     -   147,630.      337,030.      MT  (+/- 180 meters Scaled)
 OT0566
 OT0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ135301(NAD 83)
 OT0566
 OT0566                          SUPERSEDED SURVEY CONTROL
 OT0566
 OT0566  NGVD 29 (??/??/92) 1487.851  (m)         4881.39   (f) ADJ UNCH    2 0
 OT0566
 OT0566.Superseded values are not recommended for survey control.
 OT0566
 OT0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0566.See file dsdata.pdf to determine how the superseded data were derived.
 OT0566
 OT0566_MARKER: B = BOLT
 OT0566_SETTING: 66 = SET IN ROCK OUTCROP
 OT0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0566+STABILITY: POSITION/ELEVATION WELL
 OT0566
 OT0566  HISTORY     - Date     Condition        Report By
 OT0566  HISTORY     - 1898     MONUMENTED       USGS
 OT0566  HISTORY     - 1934     GOOD             CGS
 OT0566  HISTORY     - 19950411 MARK NOT FOUND   NGS
 OT0566
 OT0566                          STATION DESCRIPTION
 OT0566
 OT0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0566'0.5 MI N FROM PRINGLE.
 OT0566'0.5 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0566'FROM THE STATION AT PRINGLE, CUSTER COUNTY, ABOUT 0.2 MILE SOUTH
 OT0566'OF MILEPOST 33, 31.6 FEET WEST OF THE WEST RAIL, IN THE SOUTH
 OT0566'SIDE OF AN EXTENSIVE ROCK OUTCROP CLOSELY APPROACHING THE TRACK,
 OT0566'2.5 FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP, AND ABOUT 3 1/2
 OT0566'FEET HIGHER THAN THE TRACK.  A 3/4-INCH COPPER BOLT.
 OT0566
 OT0566                          STATION RECOVERY (1995)
 OT0566
 OT0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0566'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK DW
 OT0566'4879 RESET WAS ESTABLISHED IN THE GENERAL AREA.  SEE THE DESCRIPTION
 OT0566'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5658 ***********************************************************************
 AC5658  DESIGNATION -  DW 4879 RESET
 AC5658  PID         -  AC5658
 AC5658  STATE/COUNTY-  SD/CUSTER
 AC5658  COUNTRY     -  US
 AC5658  USGS QUAD   -  PRINGLE (2017)
 AC5658
 AC5658                         *CURRENT SURVEY CONTROL
 AC5658  ______________________________________________________________________
 AC5658* NAD 83(1986) POSITION- 43 36 59.     (N) 103 35 35.     (W)   SCALED
 AC5658* NAVD 88 ORTHO HEIGHT -  1491.061 (meters)     4891.92  (feet) ADJUSTED
 AC5658  ______________________________________________________________________
 AC5658  GEOID HEIGHT    -        -14.264 (meters)                     GEOID18
 AC5658  DYNAMIC HEIGHT  -       1490.390 (meters)     4889.72  (feet) COMP
 AC5658  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 AC5658
 AC5658  VERT ORDER      -  FIRST     CLASS II
 AC5658
 AC5658.The horizontal coordinates were scaled from a map and have
 AC5658.an estimated accuracy of +/- 6 seconds.
 AC5658
 AC5658.The orthometric height was determined by differential leveling and
 AC5658.adjusted by the NATIONAL GEODETIC SURVEY
 AC5658.in October 1997.
 AC5658
 AC5658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5658.GEOID18 height accuracy estimate available here.
 AC5658
 AC5658.Click photographs - Photos may exist for this station.
 AC5658
 AC5658.The dynamic height is computed by dividing the NAVD 88
 AC5658.geopotential number by the normal gravity value computed on the
 AC5658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5658.degrees latitude (g = 980.6199 gals.).
 AC5658
 AC5658.The modeled gravity was interpolated from observed gravity values.
 AC5658
 AC5658;                    North         East    Units  Estimated Accuracy
 AC5658;SPC SD S     -   147,700.      336,960.      MT  (+/- 180 meters Scaled)
 AC5658
 AC5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ135302(NAD 83)
 AC5658
 AC5658                          SUPERSEDED SURVEY CONTROL
 AC5658
 AC5658.No superseded survey control is available for this station.
 AC5658
 AC5658_MARKER: DV = VERTICAL CONTROL DISK
 AC5658_SETTING: 66 = SET IN ROCK OUTCROP
 AC5658_STAMPING: DW 4879 RESET 1992
 AC5658_MARK LOGO: NGS
 AC5658_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5658+STABILITY: POSITION/ELEVATION WELL
 AC5658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5658+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5658
 AC5658  HISTORY     - Date     Condition        Report By
 AC5658  HISTORY     - 1992     MONUMENTED       NGS
 AC5658  HISTORY     - 19950410 GOOD             NGS
 AC5658
 AC5658                          STATION DESCRIPTION
 AC5658
 AC5658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5658'16.8 KM (10.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5658'OFFICE IN CUSTER, NEAR THE SOUTH END OF A LARGE AREA OF OUTCROPPING
 AC5658'BEDROCK THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, 129.6 M
 AC5658'(425.2 FT) SOUTH OF MILEPOST 56, 38.3 M (125.7 FT) WEST OF THE HIGHWAY
 AC5658'CENTERLINE, 17.2 M (56.4 FT) SOUTHWEST OF A T-FENCE CORNER, 9.3 M
 AC5658'(30.5 FT) WEST OF A FENCE, 2.4 M (7.9 FT) EAST OF A WITNESS POST, 2.0
 AC5658'M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.6 M (5.2 FT) NORTH OF
 AC5658'THE SOUTH END OF THE OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0464 ***********************************************************************
 OS0464  DESIGNATION -  E 10
 OS0464  PID         -  OS0464
 OS0464  STATE/COUNTY-  SD/JACKSON
 OS0464  COUNTRY     -  US
 OS0464  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0464
 OS0464                         *CURRENT SURVEY CONTROL
 OS0464  ______________________________________________________________________
 OS0464* NAD 83(1986) POSITION- 43 44 06.95   (N) 101 48 42.04   (W)   HD_HELD1
 OS0464* NAVD 88 ORTHO HEIGHT -   712.120 (meters)     2336.35  (feet) ADJUSTED
 OS0464  ______________________________________________________________________
 OS0464  GEOID HEIGHT    -        -20.446 (meters)                     GEOID18
 OS0464  DYNAMIC HEIGHT  -        711.895 (meters)     2335.61  (feet) COMP
 OS0464  MODELED GRAVITY -    980,280.1   (mgal)                       NAVD 88
 OS0464
 OS0464  VERT ORDER      -  FIRST     CLASS II
 OS0464
 OS0464.The horizontal coordinates were determined by differentially corrected
 OS0464.hand held GPS observations or other comparable positioning techniques
 OS0464.and have an estimated accuracy of +/- 3 meters.
 OS0464
 OS0464.The orthometric height was determined by differential leveling and
 OS0464.adjusted by the NATIONAL GEODETIC SURVEY
 OS0464.in June 1991.
 OS0464
 OS0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0464.GEOID18 height accuracy estimate available here.
 OS0464
 OS0464.Click photographs - Photos may exist for this station.
 OS0464
 OS0464.The dynamic height is computed by dividing the NAVD 88
 OS0464.geopotential number by the normal gravity value computed on the
 OS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0464.degrees latitude (g = 980.6199 gals.).
 OS0464
 OS0464.The modeled gravity was interpolated from observed gravity values.
 OS0464
 OS0464;                    North         East    Units  Estimated Accuracy
 OS0464;SPC SD S     -   156,802.4     480,918.8     MT  (+/- 3 meters HH1 GPS) 
 OS0464
 OS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7357246312(NAD 83)
 OS0464
 OS0464                          SUPERSEDED SURVEY CONTROL
 OS0464
 OS0464  NGVD 29 (??/??/92)  711.679  (m)         2334.90   (f) ADJ UNCH    1 2
 OS0464
 OS0464.Superseded values are not recommended for survey control.
 OS0464
 OS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0464.See file dsdata.pdf to determine how the superseded data were derived.
 OS0464
 OS0464_MARKER: DB = BENCH MARK DISK
 OS0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0464_STAMPING: E 10 1925 2334.926
 OS0464_MARK LOGO: CGS
 OS0464_PROJECTION: FLUSH
 OS0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0464+STABILITY: SURFACE MOTION
 OS0464
 OS0464  HISTORY     - Date     Condition        Report By
 OS0464  HISTORY     - 1925     MONUMENTED       CGS
 OS0464  HISTORY     - 1962     GOOD             CGS
 OS0464
 OS0464                          STATION DESCRIPTION
 OS0464
 OS0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0464'9.1 MI E FROM INTERIOR.
 OS0464'ABOUT 9.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0464'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 35,
 OS0464'T 3 S, R 19 E, 0.4 MILE EAST OF A ROAD CROSSING, 5 TELEPHONE POLES
 OS0464'WEST OF A TRESTLE NUMBER W 192, 29 FEET WEST OF THE 3RD TELEPHONE
 OS0464'POLE WEST OF MILE POST 579, 39 FEET SOUTH OF SOUTH RAIL, IN LINE
 OS0464'WITH ROW OF TELEPHONE POLES, 9 FEET NORTH OF A FENCE, 1.2 FEET
 OS0464'EAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 OS0464'RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OS0464'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0434 ***********************************************************************
 OS0434  DESIGNATION -  E 10 G
 OS0434  PID         -  OS0434
 OS0434  STATE/COUNTY-  SD/JACKSON
 OS0434  COUNTRY     -  US
 OS0434  USGS QUAD   -  KADOKA NE (2017)
 OS0434
 OS0434                         *CURRENT SURVEY CONTROL
 OS0434  ______________________________________________________________________
 OS0434* NAD 83(1986) POSITION- 43 58 02.     (N) 101 33 37.     (W)   SCALED
 OS0434* NAVD 88 ORTHO HEIGHT -   712.489 (meters)     2337.56  (feet) ADJUSTED
 OS0434  ______________________________________________________________________
 OS0434  GEOID HEIGHT    -        -21.486 (meters)                     GEOID18
 OS0434  DYNAMIC HEIGHT  -        712.272 (meters)     2336.85  (feet) COMP
 OS0434  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 OS0434
 OS0434  VERT ORDER      -  SECOND    CLASS 0
 OS0434
 OS0434.The horizontal coordinates were scaled from a map and have
 OS0434.an estimated accuracy of +/- 6 seconds.
 OS0434
 OS0434.The orthometric height was determined by differential leveling and
 OS0434.adjusted by the NATIONAL GEODETIC SURVEY
 OS0434.in June 1991.
 OS0434
 OS0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0434.GEOID18 height accuracy estimate available here.
 OS0434
 OS0434.Click photographs - Photos may exist for this station.
 OS0434
 OS0434.The dynamic height is computed by dividing the NAVD 88
 OS0434.geopotential number by the normal gravity value computed on the
 OS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0434.degrees latitude (g = 980.6199 gals.).
 OS0434
 OS0434.The modeled gravity was interpolated from observed gravity values.
 OS0434
 OS0434;                    North         East    Units  Estimated Accuracy
 OS0434;SPC SD S     -   182,240.      501,550.      MT  (+/- 180 meters Scaled)
 OS0434
 OS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP946714(NAD 83)
 OS0434
 OS0434                          SUPERSEDED SURVEY CONTROL
 OS0434
 OS0434  NGVD 29 (??/??/92)  712.03   (m)         2336.1    (f) COMPUTED    2 0
 OS0434
 OS0434.Superseded values are not recommended for survey control.
 OS0434
 OS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0434.See file dsdata.pdf to determine how the superseded data were derived.
 OS0434
 OS0434_MARKER: DS = TRIANGULATION STATION DISK
 OS0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0434_STAMPING: E 10 G 1961
 OS0434_MARK LOGO: CGS
 OS0434_PROJECTION: FLUSH
 OS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0434+STABILITY: SURFACE MOTION
 OS0434
 OS0434  HISTORY     - Date     Condition        Report By
 OS0434  HISTORY     - 1961     MONUMENTED       CGS
 OS0434  HISTORY     - 1962     GOOD             CGS
 OS0434
 OS0434                          STATION DESCRIPTION
 OS0434
 OS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0434'14.6 MI SE FROM PHILIP.
 OS0434'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0434'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0434'EAST ALONG A GRAVELED ROAD, THENCE 2.15 MILES NORTH ALONG A
 OS0434'GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS COUNTRY TO A CREST
 OS0434'OF A HILL AND LOCATION OF THE MARK, ABOUT LEVEL WITH THE ROAD,
 OS0434'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OS0434'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0436 ***********************************************************************
 OS0436  DESIGNATION -  E 10 G AZ MK
 OS0436  PID         -  OS0436
 OS0436  STATE/COUNTY-  SD/JACKSON
 OS0436  COUNTRY     -  US
 OS0436  USGS QUAD   -  KADOKA NE (2017)
 OS0436
 OS0436                         *CURRENT SURVEY CONTROL
 OS0436  ______________________________________________________________________
 OS0436* NAD 83(1986) POSITION- 43 58 10.     (N) 101 33 44.     (W)   SCALED
 OS0436* NAVD 88 ORTHO HEIGHT -   699.269 (meters)     2294.19  (feet) ADJUSTED
 OS0436  ______________________________________________________________________
 OS0436  GEOID HEIGHT    -        -21.479 (meters)                     GEOID18
 OS0436  DYNAMIC HEIGHT  -        699.055 (meters)     2293.48  (feet) COMP
 OS0436  MODELED GRAVITY -    980,291.2   (mgal)                       NAVD 88
 OS0436
 OS0436  VERT ORDER      -  SECOND    CLASS 0
 OS0436
 OS0436.The horizontal coordinates were scaled from a map and have
 OS0436.an estimated accuracy of +/- 6 seconds.
 OS0436
 OS0436.The orthometric height was determined by differential leveling and
 OS0436.adjusted by the NATIONAL GEODETIC SURVEY
 OS0436.in June 1991.
 OS0436
 OS0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0436.GEOID18 height accuracy estimate available here.
 OS0436
 OS0436.Click photographs - Photos may exist for this station.
 OS0436
 OS0436.The dynamic height is computed by dividing the NAVD 88
 OS0436.geopotential number by the normal gravity value computed on the
 OS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0436.degrees latitude (g = 980.6199 gals.).
 OS0436
 OS0436.The modeled gravity was interpolated from observed gravity values.
 OS0436
 OS0436;                    North         East    Units  Estimated Accuracy
 OS0436;SPC SD S     -   182,490.      501,400.      MT  (+/- 180 meters Scaled)
 OS0436
 OS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP944716(NAD 83)
 OS0436
 OS0436                          SUPERSEDED SURVEY CONTROL
 OS0436
 OS0436  NGVD 29 (??/??/92)  698.81   (m)         2292.7    (f) COMPUTED    2 0
 OS0436
 OS0436.Superseded values are not recommended for survey control.
 OS0436
 OS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0436.See file dsdata.pdf to determine how the superseded data were derived.
 OS0436
 OS0436_MARKER: DZ = AZIMUTH MARK DISK
 OS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0436_STAMPING: E 10 G 1961
 OS0436_MARK LOGO: CGS
 OS0436_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0436+STABILITY: SURFACE MOTION
 OS0436
 OS0436  HISTORY     - Date     Condition        Report By
 OS0436  HISTORY     - 1961     MONUMENTED       CGS
 OS0436  HISTORY     - 1962     GOOD             CGS
 OS0436
 OS0436                          STATION DESCRIPTION
 OS0436
 OS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0436'14.7 MI SE FROM PHILIP.
 OS0436'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0436'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0436'EAST ALONG A GRAVELED ROAD, THENCE 2.3 MILES NORTH ALONG A
 OS0436'GRAVELED ROAD, 34 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OS0436'2 1/2 FEET EAST OF A POWER POLE, 2 1/2 FEET WEST OF A FENCE,
 OS0436'2.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 OS0436'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0435 ***********************************************************************
 OS0435  DESIGNATION -  E 10 G RM 1
 OS0435  PID         -  OS0435
 OS0435  STATE/COUNTY-  SD/JACKSON
 OS0435  COUNTRY     -  US
 OS0435  USGS QUAD   -  KADOKA NE (2017)
 OS0435
 OS0435                         *CURRENT SURVEY CONTROL
 OS0435  ______________________________________________________________________
 OS0435* NAD 83(1986) POSITION- 43 58 02.     (N) 101 33 36.     (W)   SCALED
 OS0435* NAVD 88 ORTHO HEIGHT -   712.040 (meters)     2336.08  (feet) ADJUSTED
 OS0435  ______________________________________________________________________
 OS0435  GEOID HEIGHT    -        -21.487 (meters)                     GEOID18
 OS0435  DYNAMIC HEIGHT  -        711.823 (meters)     2335.37  (feet) COMP
 OS0435  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 OS0435
 OS0435  VERT ORDER      -  SECOND    CLASS 0
 OS0435
 OS0435.The horizontal coordinates were scaled from a map and have
 OS0435.an estimated accuracy of +/- 6 seconds.
 OS0435
 OS0435.The orthometric height was determined by differential leveling and
 OS0435.adjusted by the NATIONAL GEODETIC SURVEY
 OS0435.in June 1991.
 OS0435
 OS0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0435.GEOID18 height accuracy estimate available here.
 OS0435
 OS0435.Click photographs - Photos may exist for this station.
 OS0435
 OS0435.The dynamic height is computed by dividing the NAVD 88
 OS0435.geopotential number by the normal gravity value computed on the
 OS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0435.degrees latitude (g = 980.6199 gals.).
 OS0435
 OS0435.The modeled gravity was interpolated from observed gravity values.
 OS0435
 OS0435;                    North         East    Units  Estimated Accuracy
 OS0435;SPC SD S     -   182,240.      501,570.      MT  (+/- 180 meters Scaled)
 OS0435
 OS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP946714(NAD 83)
 OS0435
 OS0435                          SUPERSEDED SURVEY CONTROL
 OS0435
 OS0435  NGVD 29 (??/??/92)  711.58   (m)         2334.6    (f) COMPUTED    2 0
 OS0435
 OS0435.Superseded values are not recommended for survey control.
 OS0435
 OS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0435.See file dsdata.pdf to determine how the superseded data were derived.
 OS0435
 OS0435_MARKER: DR = REFERENCE MARK DISK
 OS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0435_STAMPING: E 10 G NO 1 1961
 OS0435_MARK LOGO: CGS
 OS0435_PROJECTION: FLUSH
 OS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0435+STABILITY: SURFACE MOTION
 OS0435
 OS0435  HISTORY     - Date     Condition        Report By
 OS0435  HISTORY     - 1961     MONUMENTED       CGS
 OS0435  HISTORY     - 1962     GOOD             CGS
 OS0435
 OS0435                          STATION DESCRIPTION
 OS0435
 OS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0435'14.6 MI SE FROM PHILIP.
 OS0435'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0435'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0435'EAST ALONG A GRAVELED ROAD, THENCE 2.15 MILES NORTH ALONG A
 OS0435'GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS COUNTRY TO A CREST
 OS0435'OF A HILL, 56.7 FEET NORTHEAST OF E 10 G 1961 TRIANGULATION
 OS0435'STATION, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OS0435'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0433 ***********************************************************************
 OS0433  DESIGNATION -  E 10 G RM 2
 OS0433  PID         -  OS0433
 OS0433  STATE/COUNTY-  SD/JACKSON
 OS0433  COUNTRY     -  US
 OS0433  USGS QUAD   -  KADOKA NE (2017)
 OS0433
 OS0433                         *CURRENT SURVEY CONTROL
 OS0433  ______________________________________________________________________
 OS0433* NAD 83(1986) POSITION- 43 58 02.     (N) 101 33 37.     (W)   SCALED
 OS0433* NAVD 88 ORTHO HEIGHT -   707.271 (meters)     2320.44  (feet) ADJUSTED
 OS0433  ______________________________________________________________________
 OS0433  GEOID HEIGHT    -        -21.486 (meters)                     GEOID18
 OS0433  DYNAMIC HEIGHT  -        707.055 (meters)     2319.73  (feet) COMP
 OS0433  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 OS0433
 OS0433  VERT ORDER      -  SECOND    CLASS 0
 OS0433
 OS0433.The horizontal coordinates were scaled from a map and have
 OS0433.an estimated accuracy of +/- 6 seconds.
 OS0433
 OS0433.The orthometric height was determined by differential leveling and
 OS0433.adjusted by the NATIONAL GEODETIC SURVEY
 OS0433.in June 1991.
 OS0433
 OS0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0433.GEOID18 height accuracy estimate available here.
 OS0433
 OS0433.Click photographs - Photos may exist for this station.
 OS0433
 OS0433.The dynamic height is computed by dividing the NAVD 88
 OS0433.geopotential number by the normal gravity value computed on the
 OS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0433.degrees latitude (g = 980.6199 gals.).
 OS0433
 OS0433.The modeled gravity was interpolated from observed gravity values.
 OS0433
 OS0433;                    North         East    Units  Estimated Accuracy
 OS0433;SPC SD S     -   182,240.      501,550.      MT  (+/- 180 meters Scaled)
 OS0433
 OS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP946714(NAD 83)
 OS0433
 OS0433                          SUPERSEDED SURVEY CONTROL
 OS0433
 OS0433  NGVD 29 (??/??/92)  706.81   (m)         2318.9    (f) COMPUTED    2 0
 OS0433
 OS0433.Superseded values are not recommended for survey control.
 OS0433
 OS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0433.See file dsdata.pdf to determine how the superseded data were derived.
 OS0433
 OS0433_MARKER: DR = REFERENCE MARK DISK
 OS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0433_STAMPING: E 10 G NO 2 1961
 OS0433_MARK LOGO: CGS
 OS0433_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0433+STABILITY: SURFACE MOTION
 OS0433
 OS0433  HISTORY     - Date     Condition        Report By
 OS0433  HISTORY     - 1961     MONUMENTED       CGS
 OS0433  HISTORY     - 1962     GOOD             CGS
 OS0433
 OS0433                          STATION DESCRIPTION
 OS0433
 OS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0433'14.6 MI SE FROM PHILIP.
 OS0433'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0433'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0433'EAST ALONG A GRAVELED ROAD, THENCE 2.15 MILES NORTH ALONG A
 OS0433'GRAVELED ROAD, 0.1 MILE NORTH OF A EAST-WEST SECTION LINE FENCE,
 OS0433'IN SECTION 12, T 1 S, R 21 E, 488.5 FEET WEST OF E 10 G 1961
 OS0433'TRIANGULATION STATION, 35 FEET EAST OF THE CENTER LINE OF THE
 OS0433'ROAD, 2 1/2 FEET EAST OF A FENCE, 4.6 FEET SOUTHEAST OF A METAL
 OS0433'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 OS0433'A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0439 ***********************************************************************
 OS0439  DESIGNATION -  E 10 H
 OS0439  PID         -  OS0439
 OS0439  STATE/COUNTY-  SD/JACKSON
 OS0439  COUNTRY     -  US
 OS0439  USGS QUAD   -  KADOKA NE (2017)
 OS0439
 OS0439                         *CURRENT SURVEY CONTROL
 OS0439  ______________________________________________________________________
 OS0439* NAD 83(1986) POSITION- 43 58 29.     (N) 101 33 19.     (W)   SCALED
 OS0439* NAVD 88 ORTHO HEIGHT -   702.046 (meters)     2303.30  (feet) ADJUSTED
 OS0439  ______________________________________________________________________
 OS0439  GEOID HEIGHT    -        -21.507 (meters)                     GEOID18
 OS0439  DYNAMIC HEIGHT  -        701.833 (meters)     2302.60  (feet) COMP
 OS0439  MODELED GRAVITY -    980,292.6   (mgal)                       NAVD 88
 OS0439
 OS0439  VERT ORDER      -  SECOND    CLASS 0
 OS0439
 OS0439.The horizontal coordinates were scaled from a map and have
 OS0439.an estimated accuracy of +/- 6 seconds.
 OS0439
 OS0439.The orthometric height was determined by differential leveling and
 OS0439.adjusted by the NATIONAL GEODETIC SURVEY
 OS0439.in June 1991.
 OS0439
 OS0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0439.GEOID18 height accuracy estimate available here.
 OS0439
 OS0439.Click photographs - Photos may exist for this station.
 OS0439
 OS0439.The dynamic height is computed by dividing the NAVD 88
 OS0439.geopotential number by the normal gravity value computed on the
 OS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0439.degrees latitude (g = 980.6199 gals.).
 OS0439
 OS0439.The modeled gravity was interpolated from observed gravity values.
 OS0439
 OS0439;                    North         East    Units  Estimated Accuracy
 OS0439;SPC SD S     -   183,070.      501,960.      MT  (+/- 180 meters Scaled)
 OS0439
 OS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP950722(NAD 83)
 OS0439
 OS0439                          SUPERSEDED SURVEY CONTROL
 OS0439
 OS0439  NGVD 29 (??/??/92)  701.59   (m)         2301.8    (f) COMPUTED    2 0
 OS0439
 OS0439.Superseded values are not recommended for survey control.
 OS0439
 OS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0439.See file dsdata.pdf to determine how the superseded data were derived.
 OS0439
 OS0439_MARKER: DS = TRIANGULATION STATION DISK
 OS0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0439_STAMPING: E 10 H 1961
 OS0439_MARK LOGO: CGS
 OS0439_PROJECTION: FLUSH
 OS0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0439+STABILITY: SURFACE MOTION
 OS0439
 OS0439  HISTORY     - Date     Condition        Report By
 OS0439  HISTORY     - 1961     MONUMENTED       CGS
 OS0439  HISTORY     - 1962     GOOD             CGS
 OS0439
 OS0439                          STATION DESCRIPTION
 OS0439
 OS0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0439'15.3 MI SE FROM PHILIP.
 OS0439'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0439'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0439'EAST ALONG A GRAVELED ROAD, THENCE 2.3 MILES NORTH ALONG A
 OS0439'GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A GRADED DIRT ROAD,
 OS0439'THENCE ABOUT 0.2 MILE EAST-SOUTHEAST ACROSS COUNTRY TO THE CREST
 OS0439'OF A SMALL ROUND TOP KNOLL, 0.1 MILE NORTHWEST OF A CONCRETE
 OS0439'CYLINDER WHICH PROJECTS 4 FEET, ABOUT 0.2 MILES SOUTHEAST OF A
 OS0439'FARM HOUSE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OS0439'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0438 ***********************************************************************
 OS0438  DESIGNATION -  E 10 H RM 1
 OS0438  PID         -  OS0438
 OS0438  STATE/COUNTY-  SD/JACKSON
 OS0438  COUNTRY     -  US
 OS0438  USGS QUAD   -  KADOKA NE (2017)
 OS0438
 OS0438                         *CURRENT SURVEY CONTROL
 OS0438  ______________________________________________________________________
 OS0438* NAD 83(1986) POSITION- 43 58 29.     (N) 101 33 18.     (W)   SCALED
 OS0438* NAVD 88 ORTHO HEIGHT -   701.314 (meters)     2300.89  (feet) ADJUSTED
 OS0438  ______________________________________________________________________
 OS0438  GEOID HEIGHT    -        -21.508 (meters)                     GEOID18
 OS0438  DYNAMIC HEIGHT  -        701.101 (meters)     2300.20  (feet) COMP
 OS0438  MODELED GRAVITY -    980,292.6   (mgal)                       NAVD 88
 OS0438
 OS0438  VERT ORDER      -  SECOND    CLASS 0
 OS0438
 OS0438.The horizontal coordinates were scaled from a map and have
 OS0438.an estimated accuracy of +/- 6 seconds.
 OS0438
 OS0438.The orthometric height was determined by differential leveling and
 OS0438.adjusted by the NATIONAL GEODETIC SURVEY
 OS0438.in June 1991.
 OS0438
 OS0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0438.GEOID18 height accuracy estimate available here.
 OS0438
 OS0438.Click photographs - Photos may exist for this station.
 OS0438
 OS0438.The dynamic height is computed by dividing the NAVD 88
 OS0438.geopotential number by the normal gravity value computed on the
 OS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0438.degrees latitude (g = 980.6199 gals.).
 OS0438
 OS0438.The modeled gravity was interpolated from observed gravity values.
 OS0438
 OS0438;                    North         East    Units  Estimated Accuracy
 OS0438;SPC SD S     -   183,070.      501,980.      MT  (+/- 180 meters Scaled)
 OS0438
 OS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP950722(NAD 83)
 OS0438
 OS0438                          SUPERSEDED SURVEY CONTROL
 OS0438
 OS0438  NGVD 29 (??/??/92)  700.86   (m)         2299.4    (f) COMPUTED    2 0
 OS0438
 OS0438.Superseded values are not recommended for survey control.
 OS0438
 OS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0438.See file dsdata.pdf to determine how the superseded data were derived.
 OS0438
 OS0438_MARKER: DR = REFERENCE MARK DISK
 OS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0438_STAMPING: E 10 H NO 1 1961
 OS0438_MARK LOGO: CGS
 OS0438_PROJECTION: FLUSH
 OS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0438+STABILITY: SURFACE MOTION
 OS0438
 OS0438  HISTORY     - Date     Condition        Report By
 OS0438  HISTORY     - 1961     MONUMENTED       CGS
 OS0438  HISTORY     - 1962     GOOD             CGS
 OS0438
 OS0438                          STATION DESCRIPTION
 OS0438
 OS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0438'15.3 MI SE FROM PHILIP.
 OS0438'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0438'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0438'EAST ALONG A GRAVELED ROAD, THENCE 2.3 MILES NORTH ALONG A
 OS0438'GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A GRADED DIRT ROAD,
 OS0438'THENCE 0.2 MILE EAST-SOUTHEAST ACROSS COUNTRY TO THE CREST OF
 OS0438'A SMALL ROUND TOP KNOLL, 36.4 FEET SOUTH OF E 10 H 1961
 OS0438'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0438'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0440 ***********************************************************************
 OS0440  DESIGNATION -  E 10 H RM 2
 OS0440  PID         -  OS0440
 OS0440  STATE/COUNTY-  SD/JACKSON
 OS0440  COUNTRY     -  US
 OS0440  USGS QUAD   -  KADOKA NE (2017)
 OS0440
 OS0440                         *CURRENT SURVEY CONTROL
 OS0440  ______________________________________________________________________
 OS0440* NAD 83(1986) POSITION- 43 58 29.     (N) 101 33 18.     (W)   SCALED
 OS0440* NAVD 88 ORTHO HEIGHT -   701.430 (meters)     2301.27  (feet) ADJUSTED
 OS0440  ______________________________________________________________________
 OS0440  GEOID HEIGHT    -        -21.508 (meters)                     GEOID18
 OS0440  DYNAMIC HEIGHT  -        701.217 (meters)     2300.58  (feet) COMP
 OS0440  MODELED GRAVITY -    980,292.6   (mgal)                       NAVD 88
 OS0440
 OS0440  VERT ORDER      -  SECOND    CLASS 0
 OS0440
 OS0440.The horizontal coordinates were scaled from a map and have
 OS0440.an estimated accuracy of +/- 6 seconds.
 OS0440
 OS0440.The orthometric height was determined by differential leveling and
 OS0440.adjusted by the NATIONAL GEODETIC SURVEY
 OS0440.in June 1991.
 OS0440
 OS0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0440.GEOID18 height accuracy estimate available here.
 OS0440
 OS0440.Click photographs - Photos may exist for this station.
 OS0440
 OS0440.The dynamic height is computed by dividing the NAVD 88
 OS0440.geopotential number by the normal gravity value computed on the
 OS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0440.degrees latitude (g = 980.6199 gals.).
 OS0440
 OS0440.The modeled gravity was interpolated from observed gravity values.
 OS0440
 OS0440;                    North         East    Units  Estimated Accuracy
 OS0440;SPC SD S     -   183,070.      501,980.      MT  (+/- 180 meters Scaled)
 OS0440
 OS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP950722(NAD 83)
 OS0440
 OS0440                          SUPERSEDED SURVEY CONTROL
 OS0440
 OS0440  NGVD 29 (??/??/92)  700.97   (m)         2299.8    (f) COMPUTED    2 0
 OS0440
 OS0440.Superseded values are not recommended for survey control.
 OS0440
 OS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0440.See file dsdata.pdf to determine how the superseded data were derived.
 OS0440
 OS0440_MARKER: DR = REFERENCE MARK DISK
 OS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0440_STAMPING: E 10 H NO 2 1961
 OS0440_MARK LOGO: CGS
 OS0440_PROJECTION: FLUSH
 OS0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0440+STABILITY: SURFACE MOTION
 OS0440
 OS0440  HISTORY     - Date     Condition        Report By
 OS0440  HISTORY     - 1961     MONUMENTED       CGS
 OS0440  HISTORY     - 1962     GOOD             CGS
 OS0440
 OS0440                          STATION DESCRIPTION
 OS0440
 OS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0440'15.3 MI SE FROM PHILIP.
 OS0440'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0440'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0440'EAST ALONG A GRAVELED ROAD, THENCE 2.3 MILES NORTH ALONG A
 OS0440'GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A GRADED DIRT ROAD,
 OS0440'THENCE ABOUT 0.2 MILE EAST-SOUTHEAST ACROSS COUNTRY TO THE CREST
 OS0440'OF A SMALL ROUND TOP KNOLL, 50.5 FEET WEST OF E 10 H 1961
 OS0440'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0440'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1571 ***********************************************************************
 PU1571  DESIGNATION -  E 11
 PU1571  PID         -  PU1571
 PU1571  STATE/COUNTY-  SD/PENNINGTON
 PU1571  COUNTRY     -  US
 PU1571  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1571
 PU1571                         *CURRENT SURVEY CONTROL
 PU1571  ______________________________________________________________________
 PU1571* NAD 83(1986) POSITION- 44 04 10.     (N) 103 10 17.     (W)   SCALED
 PU1571* NAVD 88 ORTHO HEIGHT -   957.288 (meters)     3140.70  (feet) ADJUSTED
 PU1571  ______________________________________________________________________
 PU1571  GEOID HEIGHT    -        -16.186 (meters)                     GEOID18
 PU1571  DYNAMIC HEIGHT  -        956.963 (meters)     3139.64  (feet) COMP
 PU1571  MODELED GRAVITY -    980,246.8   (mgal)                       NAVD 88
 PU1571
 PU1571  VERT ORDER      -  FIRST     CLASS II
 PU1571
 PU1571.The horizontal coordinates were scaled from a map and have
 PU1571.an estimated accuracy of +/- 6 seconds.
 PU1571
 PU1571.The orthometric height was determined by differential leveling and
 PU1571.adjusted by the NATIONAL GEODETIC SURVEY
 PU1571.in June 1991.
 PU1571
 PU1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1571.GEOID18 height accuracy estimate available here.
 PU1571
 PU1571.Click photographs - Photos may exist for this station.
 PU1571
 PU1571.The dynamic height is computed by dividing the NAVD 88
 PU1571.geopotential number by the normal gravity value computed on the
 PU1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1571.degrees latitude (g = 980.6199 gals.).
 PU1571
 PU1571.The modeled gravity was interpolated from observed gravity values.
 PU1571
 PU1571;                    North         East    Units  Estimated Accuracy
 PU1571;SPC SD S     -   196,760.      372,690.      MT  (+/- 180 meters Scaled)
 PU1571
 PU1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ464812(NAD 83)
 PU1571
 PU1571                          SUPERSEDED SURVEY CONTROL
 PU1571
 PU1571  NGVD 29 (??/??/92)  956.810  (m)         3139.13   (f) ADJ UNCH    1 2
 PU1571
 PU1571.Superseded values are not recommended for survey control.
 PU1571
 PU1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1571.See file dsdata.pdf to determine how the superseded data were derived.
 PU1571
 PU1571_MARKER: DB = BENCH MARK DISK
 PU1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1571_STAMPING: E 11 1925 3139.134
 PU1571_MARK LOGO: CGS
 PU1571_PROJECTION: FLUSH
 PU1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1571+STABILITY: SURFACE MOTION
 PU1571
 PU1571  HISTORY     - Date     Condition        Report By
 PU1571  HISTORY     - 1925     MONUMENTED       CGS
 PU1571  HISTORY     - 1962     GOOD             CGS
 PU1571  HISTORY     - 1985     GOOD             NGS
 PU1571
 PU1571                          STATION DESCRIPTION
 PU1571
 PU1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1571'3.2 MI SE FROM RAPID CITY.
 PU1571'ABOUT 3.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1571'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1571'STATION AT RAPID CITY, IN SECTION 4, T 1 N, R 8 E, 0.25 MILE OF
 PU1571'7 POLES NORTHWEST OF MILE POST 657, 92 FEET SOUTHEAST OF THE
 PU1571'CENTER OF THE CROSSING WITH VALLEY DRIVE, 40 FEET SOUTH-SOUTHWEST
 PU1571'OF THE SOUTH-SOUTHWEST RAIL OF THE TRACK, 15 FEET EAST OF A
 PU1571'FENCE CORNER, 12 FEET NORTH-NORTHEAST OF A FENCE, 1.8 FEET SOUTH
 PU1571'OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 PU1571'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU1571
 PU1571                          STATION RECOVERY (1985)
 PU1571
 PU1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1571'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1571'MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE POST OFFICE AT
 PU1571'RAPID CITY, THENCE 3.2 KM (2.0 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 PU1571'IN THE SOUTHEAST CORNER OF THE JUNCTION OF VALLEY DRIVE, 53.8 METERS
 PU1571'(176.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.3 METERS (40.5 FT)
 PU1571'EAST OF THE CENTER OF THE DRIVE, 12.2 METERS (40 FT) SOUTHWEST OF THE
 PU1571'SOUTHWEST RAIL OF THE CHICAGO, MILAUKEE, ST. PAUL AND PACIFIC
 PU1571'RAILROAD, 4.5 METERS (15 FT) EAST OF A FENCE CORNER AND 3.6 METERS (12
 PU1571'FT) NORTHEAST OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY FENCE.
 PU1571'NOTE--MARK IS IN A VERY SWAMPY AREA.
 PU1571'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PU1571'THE MARK IS 0.6 M BELOW THE DRIVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0603 ***********************************************************************
 PT0603  DESIGNATION -  E 11 E
 PT0603  PID         -  PT0603
 PT0603  STATE/COUNTY-  SD/HAAKON
 PT0603  COUNTRY     -  US
 PT0603  USGS QUAD   -  PHILIP SE (2017)
 PT0603
 PT0603                         *CURRENT SURVEY CONTROL
 PT0603  ______________________________________________________________________
 PT0603* NAD 83(1986) POSITION- 44 03 15.     (N) 101 35 27.     (W)   SCALED
 PT0603* NAVD 88 ORTHO HEIGHT -   672.792 (meters)     2207.32  (feet) ADJUSTED
 PT0603  ______________________________________________________________________
 PT0603  GEOID HEIGHT    -        -21.371 (meters)                     GEOID18
 PT0603  DYNAMIC HEIGHT  -        672.594 (meters)     2206.67  (feet) COMP
 PT0603  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 PT0603
 PT0603  VERT ORDER      -  SECOND    CLASS 0
 PT0603
 PT0603.The horizontal coordinates were scaled from a map and have
 PT0603.an estimated accuracy of +/- 6 seconds.
 PT0603
 PT0603.The orthometric height was determined by differential leveling and
 PT0603.adjusted by the NATIONAL GEODETIC SURVEY
 PT0603.in June 1991.
 PT0603
 PT0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0603.GEOID18 height accuracy estimate available here.
 PT0603
 PT0603.Click photographs - Photos may exist for this station.
 PT0603
 PT0603.The dynamic height is computed by dividing the NAVD 88
 PT0603.geopotential number by the normal gravity value computed on the
 PT0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0603.degrees latitude (g = 980.6199 gals.).
 PT0603
 PT0603.The modeled gravity was interpolated from observed gravity values.
 PT0603
 PT0603;                    North         East    Units  Estimated Accuracy
 PT0603;SPC SD S     -   191,940.      499,240.      MT  (+/- 180 meters Scaled)
 PT0603
 PT0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP924811(NAD 83)
 PT0603
 PT0603                          SUPERSEDED SURVEY CONTROL
 PT0603
 PT0603  NGVD 29 (??/??/92)  672.34   (m)         2205.8    (f) COMPUTED    2 0
 PT0603
 PT0603.Superseded values are not recommended for survey control.
 PT0603
 PT0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0603.See file dsdata.pdf to determine how the superseded data were derived.
 PT0603
 PT0603_MARKER: DS = TRIANGULATION STATION DISK
 PT0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0603_STAMPING: E 11 E 1961
 PT0603_MARK LOGO: CGS
 PT0603_PROJECTION: FLUSH
 PT0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0603+STABILITY: SURFACE MOTION
 PT0603
 PT0603  HISTORY     - Date     Condition        Report By
 PT0603  HISTORY     - 1961     MONUMENTED       CGS
 PT0603  HISTORY     - 1962     GOOD             CGS
 PT0603
 PT0603                          STATION DESCRIPTION
 PT0603
 PT0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0603'4.4 MI NE FROM PHILIP.
 PT0603'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0603'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG
 PT0603'A PRIVATE GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG OLD U.S.
 PT0603'HIGHWAY 14, THENCE 0.1 MILE NORTH ALONG A NORTH-SOUTH FENCE
 PT0603'LINE, ABOUT MIDWAY BETWEEN THE OLD HIGHWAY BED AND THE NEW HIGHWAY,
 PT0603'IN SECTION 9, T 1 N, R 21 E, 3.7 FEET EAST OF A NORTH-SOUTH FENCE
 PT0603'LINE, ABOUT LEVEL WITH BOTH HIGHWAYS, AND SET IN THE TOP OF
 PT0603'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0604 ***********************************************************************
 PT0604  DESIGNATION -  E 11 E RM 1
 PT0604  PID         -  PT0604
 PT0604  STATE/COUNTY-  SD/HAAKON
 PT0604  COUNTRY     -  US
 PT0604  USGS QUAD   -  PHILIP SE (2017)
 PT0604
 PT0604                         *CURRENT SURVEY CONTROL
 PT0604  ______________________________________________________________________
 PT0604* NAD 83(1986) POSITION- 44 03 15.     (N) 101 35 27.     (W)   SCALED
 PT0604* NAVD 88 ORTHO HEIGHT -   673.160 (meters)     2208.53  (feet) ADJUSTED
 PT0604  ______________________________________________________________________
 PT0604  GEOID HEIGHT    -        -21.371 (meters)                     GEOID18
 PT0604  DYNAMIC HEIGHT  -        672.962 (meters)     2207.88  (feet) COMP
 PT0604  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 PT0604
 PT0604  VERT ORDER      -  SECOND    CLASS 0
 PT0604
 PT0604.The horizontal coordinates were scaled from a map and have
 PT0604.an estimated accuracy of +/- 6 seconds.
 PT0604
 PT0604.The orthometric height was determined by differential leveling and
 PT0604.adjusted by the NATIONAL GEODETIC SURVEY
 PT0604.in June 1991.
 PT0604
 PT0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0604.GEOID18 height accuracy estimate available here.
 PT0604
 PT0604.Click photographs - Photos may exist for this station.
 PT0604
 PT0604.The dynamic height is computed by dividing the NAVD 88
 PT0604.geopotential number by the normal gravity value computed on the
 PT0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0604.degrees latitude (g = 980.6199 gals.).
 PT0604
 PT0604.The modeled gravity was interpolated from observed gravity values.
 PT0604
 PT0604;                    North         East    Units  Estimated Accuracy
 PT0604;SPC SD S     -   191,940.      499,240.      MT  (+/- 180 meters Scaled)
 PT0604
 PT0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP924811(NAD 83)
 PT0604
 PT0604                          SUPERSEDED SURVEY CONTROL
 PT0604
 PT0604  NGVD 29 (??/??/92)  672.71   (m)         2207.0    (f) COMPUTED    2 0
 PT0604
 PT0604.Superseded values are not recommended for survey control.
 PT0604
 PT0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0604.See file dsdata.pdf to determine how the superseded data were derived.
 PT0604
 PT0604_MARKER: DR = REFERENCE MARK DISK
 PT0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0604_STAMPING: E 11 E NO 1 1961
 PT0604_MARK LOGO: CGS
 PT0604_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0604+STABILITY: SURFACE MOTION
 PT0604
 PT0604  HISTORY     - Date     Condition        Report By
 PT0604  HISTORY     - 1961     MONUMENTED       CGS
 PT0604  HISTORY     - 1962     GOOD             CGS
 PT0604
 PT0604                          STATION DESCRIPTION
 PT0604
 PT0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0604'4.4 MI NE FROM PHILIP.
 PT0604'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0604'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG
 PT0604'A PRIVATE GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG OLD U.S.
 PT0604'HIGHWAY 14, THENCE 0.1 MILE NORTH ALONG A NORTH-SOUTH FENCE
 PT0604'LINE, ABOUT MIDWAY BETWEEN THE OLD HIGHWAY BED AND NEW HIGHWAY,
 PT0604'IN SECTION 9, T 1 N, R 21 E, 1/2 FOOT EAST OF A FENCE, 53.0
 PT0604'FEET NORTH OF E 11 E 1961, AND SET IN THE TOP OF A CONCRETE POST
 PT0604'PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0602 ***********************************************************************
 PT0602  DESIGNATION -  E 11 E RM 2
 PT0602  PID         -  PT0602
 PT0602  STATE/COUNTY-  SD/HAAKON
 PT0602  COUNTRY     -  US
 PT0602  USGS QUAD   -  PHILIP SE (2017)
 PT0602
 PT0602                         *CURRENT SURVEY CONTROL
 PT0602  ______________________________________________________________________
 PT0602* NAD 83(1986) POSITION- 44 03 15.     (N) 101 35 27.     (W)   SCALED
 PT0602* NAVD 88 ORTHO HEIGHT -   672.765 (meters)     2207.23  (feet) ADJUSTED
 PT0602  ______________________________________________________________________
 PT0602  GEOID HEIGHT    -        -21.371 (meters)                     GEOID18
 PT0602  DYNAMIC HEIGHT  -        672.567 (meters)     2206.58  (feet) COMP
 PT0602  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 PT0602
 PT0602  VERT ORDER      -  SECOND    CLASS 0
 PT0602
 PT0602.The horizontal coordinates were scaled from a map and have
 PT0602.an estimated accuracy of +/- 6 seconds.
 PT0602
 PT0602.The orthometric height was determined by differential leveling and
 PT0602.adjusted by the NATIONAL GEODETIC SURVEY
 PT0602.in June 1991.
 PT0602
 PT0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0602.GEOID18 height accuracy estimate available here.
 PT0602
 PT0602.Click photographs - Photos may exist for this station.
 PT0602
 PT0602.The dynamic height is computed by dividing the NAVD 88
 PT0602.geopotential number by the normal gravity value computed on the
 PT0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0602.degrees latitude (g = 980.6199 gals.).
 PT0602
 PT0602.The modeled gravity was interpolated from observed gravity values.
 PT0602
 PT0602;                    North         East    Units  Estimated Accuracy
 PT0602;SPC SD S     -   191,940.      499,240.      MT  (+/- 180 meters Scaled)
 PT0602
 PT0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP924811(NAD 83)
 PT0602
 PT0602                          SUPERSEDED SURVEY CONTROL
 PT0602
 PT0602  NGVD 29 (??/??/92)  672.31   (m)         2205.7    (f) COMPUTED    2 0
 PT0602
 PT0602.Superseded values are not recommended for survey control.
 PT0602
 PT0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0602.See file dsdata.pdf to determine how the superseded data were derived.
 PT0602
 PT0602_MARKER: DR = REFERENCE MARK DISK
 PT0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0602_STAMPING: E 11 E NO 2 1961
 PT0602_MARK LOGO: CGS
 PT0602_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0602+STABILITY: SURFACE MOTION
 PT0602
 PT0602  HISTORY     - Date     Condition        Report By
 PT0602  HISTORY     - 1961     MONUMENTED       CGS
 PT0602  HISTORY     - 1962     GOOD             CGS
 PT0602
 PT0602                          STATION DESCRIPTION
 PT0602
 PT0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0602'4.4 MI NE FROM PHILIP.
 PT0602'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0602'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG
 PT0602'A PRIVATE GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG OLD U.S.
 PT0602'HIGHWAY 14, THENCE 0.1 MILE NORTH ALONG A NORTH-SOUTH FENCE
 PT0602'LINE, ABOUT MIDWAY BETWEEN THE OLD HIGHWAY BED AND THE NEW HIGHWAY,
 PT0602'IN SECTION 9, T 1 N, R 21 E, 1/2 FOOT EAST OF A FENCE, 54.2
 PT0602'FEET SOUTH OF E 11 E 1961, AND SET IN THE TOP OF A CONCRETE
 PT0602'POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0607 ***********************************************************************
 PT0607  DESIGNATION -  E 11 F
 PT0607  PID         -  PT0607
 PT0607  STATE/COUNTY-  SD/HAAKON
 PT0607  COUNTRY     -  US
 PT0607  USGS QUAD   -  PHILIP SE (2017)
 PT0607
 PT0607                         *CURRENT SURVEY CONTROL
 PT0607  ______________________________________________________________________
 PT0607* NAD 83(1986) POSITION- 44 03 10.     (N) 101 35 11.     (W)   SCALED
 PT0607* NAVD 88 ORTHO HEIGHT -   669.514 (meters)     2196.56  (feet) ADJUSTED
 PT0607  ______________________________________________________________________
 PT0607  GEOID HEIGHT    -        -21.389 (meters)                     GEOID18
 PT0607  DYNAMIC HEIGHT  -        669.317 (meters)     2195.92  (feet) COMP
 PT0607  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 PT0607
 PT0607  VERT ORDER      -  SECOND    CLASS 0
 PT0607
 PT0607.The horizontal coordinates were scaled from a map and have
 PT0607.an estimated accuracy of +/- 6 seconds.
 PT0607
 PT0607.The orthometric height was determined by differential leveling and
 PT0607.adjusted by the NATIONAL GEODETIC SURVEY
 PT0607.in June 1991.
 PT0607
 PT0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0607.GEOID18 height accuracy estimate available here.
 PT0607
 PT0607.Click photographs - Photos may exist for this station.
 PT0607
 PT0607.The dynamic height is computed by dividing the NAVD 88
 PT0607.geopotential number by the normal gravity value computed on the
 PT0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0607.degrees latitude (g = 980.6199 gals.).
 PT0607
 PT0607.The modeled gravity was interpolated from observed gravity values.
 PT0607
 PT0607;                    North         East    Units  Estimated Accuracy
 PT0607;SPC SD S     -   191,780.      499,600.      MT  (+/- 180 meters Scaled)
 PT0607
 PT0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP928809(NAD 83)
 PT0607
 PT0607                          SUPERSEDED SURVEY CONTROL
 PT0607
 PT0607  NGVD 29 (??/??/92)  669.06   (m)         2195.1    (f) COMPUTED    2 0
 PT0607
 PT0607.Superseded values are not recommended for survey control.
 PT0607
 PT0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0607.See file dsdata.pdf to determine how the superseded data were derived.
 PT0607
 PT0607_MARKER: DS = TRIANGULATION STATION DISK
 PT0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0607_STAMPING: E 11 F 1961
 PT0607_MARK LOGO: CGS
 PT0607_PROJECTION: FLUSH
 PT0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0607+STABILITY: SURFACE MOTION
 PT0607
 PT0607  HISTORY     - Date     Condition        Report By
 PT0607  HISTORY     - 1961     MONUMENTED       CGS
 PT0607  HISTORY     - 1962     GOOD             CGS
 PT0607
 PT0607                          STATION DESCRIPTION
 PT0607
 PT0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0607'4.7 MI NE FROM PHILIP.
 PT0607'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0607'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0607'PRIVATE GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG OLD U.S.
 PT0607'HIGHWAY 14, IN SECTION 9, T 1 N, R 21 E, 40 FEET NORTH OF THE
 PT0607'CENTER LINE OF THE OLD HIGHWAY, 92 FEET NORTHEAST OF A TELEPHONE
 PT0607'POLE, 52 FEET NORTH AND ACROSS THE OLD HIGHWAY FROM A FENCE,
 PT0607'ABOUT 4 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY, AND SET
 PT0607'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0608 ***********************************************************************
 PT0608  DESIGNATION -  E 11 F AZ MK
 PT0608  PID         -  PT0608
 PT0608  STATE/COUNTY-  SD/HAAKON
 PT0608  COUNTRY     -  US
 PT0608  USGS QUAD   -  PHILIP SE (2017)
 PT0608
 PT0608                         *CURRENT SURVEY CONTROL
 PT0608  ______________________________________________________________________
 PT0608* NAD 83(1986) POSITION- 44 03 22.     (N) 101 35 05.     (W)   SCALED
 PT0608* NAVD 88 ORTHO HEIGHT -   672.954 (meters)     2207.85  (feet) ADJUSTED
 PT0608  ______________________________________________________________________
 PT0608  GEOID HEIGHT    -        -21.393 (meters)                     GEOID18
 PT0608  DYNAMIC HEIGHT  -        672.756 (meters)     2207.20  (feet) COMP
 PT0608  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 PT0608
 PT0608  VERT ORDER      -  SECOND    CLASS 0
 PT0608
 PT0608.The horizontal coordinates were scaled from a map and have
 PT0608.an estimated accuracy of +/- 6 seconds.
 PT0608
 PT0608.The orthometric height was determined by differential leveling and
 PT0608.adjusted by the NATIONAL GEODETIC SURVEY
 PT0608.in June 1991.
 PT0608
 PT0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0608.GEOID18 height accuracy estimate available here.
 PT0608
 PT0608.Click photographs - Photos may exist for this station.
 PT0608
 PT0608.The dynamic height is computed by dividing the NAVD 88
 PT0608.geopotential number by the normal gravity value computed on the
 PT0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0608.degrees latitude (g = 980.6199 gals.).
 PT0608
 PT0608.The modeled gravity was interpolated from observed gravity values.
 PT0608
 PT0608;                    North         East    Units  Estimated Accuracy
 PT0608;SPC SD S     -   192,150.      499,740.      MT  (+/- 180 meters Scaled)
 PT0608
 PT0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP929813(NAD 83)
 PT0608
 PT0608                          SUPERSEDED SURVEY CONTROL
 PT0608
 PT0608  NGVD 29 (??/??/92)  672.50   (m)         2206.4    (f) COMPUTED    2 0
 PT0608
 PT0608.Superseded values are not recommended for survey control.
 PT0608
 PT0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0608.See file dsdata.pdf to determine how the superseded data were derived.
 PT0608
 PT0608_MARKER: DZ = AZIMUTH MARK DISK
 PT0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0608_STAMPING: E 11 F 1961
 PT0608_MARK LOGO: CGS
 PT0608_PROJECTION: FLUSH
 PT0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0608+STABILITY: SURFACE MOTION
 PT0608
 PT0608  HISTORY     - Date     Condition        Report By
 PT0608  HISTORY     - 1961     MONUMENTED       CGS
 PT0608  HISTORY     - 1962     GOOD             CGS
 PT0608
 PT0608                          STATION DESCRIPTION
 PT0608
 PT0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0608'5 MI NE FROM PHILIP.
 PT0608'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0608'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0608'PRIVATE GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG OLD U.S. HIGHWAY
 PT0608'14, THENCE 0.25 MILE NORTH ACROSS COUNTRY TO A GATE AND NEW U.S.
 PT0608'HIGHWAY 14, IN SECTION 10, T 1 N, R 21 E, ABOUT 300 FEET EAST OF
 PT0608'THE ACESS ROAD LEADING TO E 11 MISSILE SITE, 79 FEET SOUTH OF THE
 PT0608'CENTER LINE OF U.S. HIGHWAY 14, 20 FEET EAST OF THE CENTER
 PT0608'OF A WIRE GATE, 1 1/2 FEET SOUTH OF A FENCE, 2.7 FEET SOUTHEAST
 PT0608'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 PT0608'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0606 ***********************************************************************
 PT0606  DESIGNATION -  E 11 F RM 1
 PT0606  PID         -  PT0606
 PT0606  STATE/COUNTY-  SD/HAAKON
 PT0606  COUNTRY     -  US
 PT0606  USGS QUAD   -  PHILIP SE (2017)
 PT0606
 PT0606                         *CURRENT SURVEY CONTROL
 PT0606  ______________________________________________________________________
 PT0606* NAD 83(1986) POSITION- 44 03 10.     (N) 101 35 11.     (W)   SCALED
 PT0606* NAVD 88 ORTHO HEIGHT -   668.720 (meters)     2193.96  (feet) ADJUSTED
 PT0606  ______________________________________________________________________
 PT0606  GEOID HEIGHT    -        -21.389 (meters)                     GEOID18
 PT0606  DYNAMIC HEIGHT  -        668.523 (meters)     2193.31  (feet) COMP
 PT0606  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 PT0606
 PT0606  VERT ORDER      -  SECOND    CLASS 0
 PT0606
 PT0606.The horizontal coordinates were scaled from a map and have
 PT0606.an estimated accuracy of +/- 6 seconds.
 PT0606
 PT0606.The orthometric height was determined by differential leveling and
 PT0606.adjusted by the NATIONAL GEODETIC SURVEY
 PT0606.in June 1991.
 PT0606
 PT0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0606.GEOID18 height accuracy estimate available here.
 PT0606
 PT0606.Click photographs - Photos may exist for this station.
 PT0606
 PT0606.The dynamic height is computed by dividing the NAVD 88
 PT0606.geopotential number by the normal gravity value computed on the
 PT0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0606.degrees latitude (g = 980.6199 gals.).
 PT0606
 PT0606.The modeled gravity was interpolated from observed gravity values.
 PT0606
 PT0606;                    North         East    Units  Estimated Accuracy
 PT0606;SPC SD S     -   191,780.      499,600.      MT  (+/- 180 meters Scaled)
 PT0606
 PT0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP928809(NAD 83)
 PT0606
 PT0606                          SUPERSEDED SURVEY CONTROL
 PT0606
 PT0606  NGVD 29 (??/??/92)  668.26   (m)         2192.4    (f) COMPUTED    2 0
 PT0606
 PT0606.Superseded values are not recommended for survey control.
 PT0606
 PT0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0606.See file dsdata.pdf to determine how the superseded data were derived.
 PT0606
 PT0606_MARKER: DR = REFERENCE MARK DISK
 PT0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0606_STAMPING: E 11 F NO 1 1961
 PT0606_MARK LOGO: CGS
 PT0606_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0606+STABILITY: SURFACE MOTION
 PT0606
 PT0606  HISTORY     - Date     Condition        Report By
 PT0606  HISTORY     - 1961     MONUMENTED       CGS
 PT0606  HISTORY     - 1962     GOOD             CGS
 PT0606
 PT0606                          STATION DESCRIPTION
 PT0606
 PT0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0606'4.7 MI NE FROM PHILIP.
 PT0606'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0606'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0606'PRIVATE GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG OLD U.S.
 PT0606'HIGHWAY 14, IN SECTION 9, T 1 N, R 21 E, 12 FEET SOUTH OF THE
 PT0606'CENTER LINE OF THE OLD HIGHWAY, 35 FEET NORTHWEST OF A TELEPHONE
 PT0606'POLE, 1/2 FOOT NORTH OF A FENCE, 85.8 FEET SOUTHEAST OF AND ACROSS
 PT0606'THE ROAD FROM E 11 F 1961, ABOUT LEVEL WITH THE OLD HIGHWAY,
 PT0606'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0605 ***********************************************************************
 PT0605  DESIGNATION -  E 11 F RM 2
 PT0605  PID         -  PT0605
 PT0605  STATE/COUNTY-  SD/HAAKON
 PT0605  COUNTRY     -  US
 PT0605  USGS QUAD   -  PHILIP SE (2017)
 PT0605
 PT0605                         *CURRENT SURVEY CONTROL
 PT0605  ______________________________________________________________________
 PT0605* NAD 83(1986) POSITION- 44 03 10.     (N) 101 35 10.     (W)   SCALED
 PT0605* NAVD 88 ORTHO HEIGHT -   668.662 (meters)     2193.77  (feet) ADJUSTED
 PT0605  ______________________________________________________________________
 PT0605  GEOID HEIGHT    -        -21.390 (meters)                     GEOID18
 PT0605  DYNAMIC HEIGHT  -        668.465 (meters)     2193.12  (feet) COMP
 PT0605  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 PT0605
 PT0605  VERT ORDER      -  SECOND    CLASS 0
 PT0605
 PT0605.The horizontal coordinates were scaled from a map and have
 PT0605.an estimated accuracy of +/- 6 seconds.
 PT0605
 PT0605.The orthometric height was determined by differential leveling and
 PT0605.adjusted by the NATIONAL GEODETIC SURVEY
 PT0605.in June 1991.
 PT0605
 PT0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0605.GEOID18 height accuracy estimate available here.
 PT0605
 PT0605.Click photographs - Photos may exist for this station.
 PT0605
 PT0605.The dynamic height is computed by dividing the NAVD 88
 PT0605.geopotential number by the normal gravity value computed on the
 PT0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0605.degrees latitude (g = 980.6199 gals.).
 PT0605
 PT0605.The modeled gravity was interpolated from observed gravity values.
 PT0605
 PT0605;                    North         East    Units  Estimated Accuracy
 PT0605;SPC SD S     -   191,780.      499,620.      MT  (+/- 180 meters Scaled)
 PT0605
 PT0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP928809(NAD 83)
 PT0605
 PT0605                          SUPERSEDED SURVEY CONTROL
 PT0605
 PT0605  NGVD 29 (??/??/92)  668.21   (m)         2192.3    (f) COMPUTED    2 0
 PT0605
 PT0605.Superseded values are not recommended for survey control.
 PT0605
 PT0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0605.See file dsdata.pdf to determine how the superseded data were derived.
 PT0605
 PT0605_MARKER: DR = REFERENCE MARK DISK
 PT0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0605_STAMPING: E 11 F NO 2 1961
 PT0605_MARK LOGO: CGS
 PT0605_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0605+STABILITY: SURFACE MOTION
 PT0605
 PT0605  HISTORY     - Date     Condition        Report By
 PT0605  HISTORY     - 1961     MONUMENTED       CGS
 PT0605  HISTORY     - 1962     GOOD             CGS
 PT0605
 PT0605                          STATION DESCRIPTION
 PT0605
 PT0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0605'4.7 MI NE FROM PHILIP.
 PT0605'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0605'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0605'PRIVATE GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG OLD U.S.
 PT0605'HIGHWAY 14, IN SECTION 9, T 1 N, R 21 E, 72.2 FEET SOUTHWEST AND
 PT0605'ACROSS THE ROAD FROM E 11 F 1961, 11 FEET SOUTH OF THE CENTER
 PT0605'LINE OF THE OLD HIGHWAY, 22 FEET NORTH OF A TELEPHONE POLE, 1
 PT0605'FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE OLD HIGHWAY, AND SET
 PT0605'IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0354 ***********************************************************************
 OT0354  DESIGNATION -  E 12
 OT0354  PID         -  OT0354
 OT0354  STATE/COUNTY-  SD/FALL RIVER
 OT0354  COUNTRY     -  US
 OT0354  USGS QUAD   -  BUFFALO GAP (2017)
 OT0354
 OT0354                         *CURRENT SURVEY CONTROL
 OT0354  ______________________________________________________________________
 OT0354* NAD 83(1986) POSITION- 43 27 27.     (N) 103 21 02.     (W)   SCALED
 OT0354* NAVD 88 ORTHO HEIGHT -  1017.507 (meters)     3338.27  (feet) POSTED
 OT0354  ______________________________________________________________________
 OT0354  GEOID HEIGHT    -        -16.020 (meters)                     GEOID18
 OT0354  DYNAMIC HEIGHT  -       1017.10  (meters)     3336.9   (feet) COMP
 OT0354  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 OT0354
 OT0354  VERT ORDER      -  * POSTED, SEE BELOW
 OT0354
 OT0354.The horizontal coordinates were scaled from a map and have
 OT0354.an estimated accuracy of +/- 6 seconds.
 OT0354
 OT0354.The orthometric height was determined by differential leveling
 OT0354.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0354
 OT0354.* This is a POSTED BENCH MARK height.
 OT0354
 OT0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0354.GEOID18 height accuracy estimate available here.
 OT0354
 OT0354.Click photographs - Photos may exist for this station.
 OT0354
 OT0354.The dynamic height is computed by dividing the NAVD 88
 OT0354.geopotential number by the normal gravity value computed on the
 OT0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0354.degrees latitude (g = 980.6199 gals.).
 OT0354
 OT0354.The modeled gravity was interpolated from observed gravity values.
 OT0354
 OT0354;                    North         East    Units  Estimated Accuracy
 OT0354;SPC SD S     -   129,320.      355,880.      MT  (+/- 180 meters Scaled)
 OT0354
 OT0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ334129(NAD 83)
 OT0354
 OT0354                          SUPERSEDED SURVEY CONTROL
 OT0354
 OT0354.No superseded survey control is available for this station.
 OT0354
 OT0354_MARKER: DB = BENCH MARK DISK
 OT0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0354_STAMPING: E 12 1926
 OT0354_MARK LOGO: CGS
 OT0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0354+STABILITY: SURFACE MOTION
 OT0354
 OT0354  HISTORY     - Date     Condition        Report By
 OT0354  HISTORY     - 1926     MONUMENTED       CGS
 OT0354  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0354
 OT0354                          STATION DESCRIPTION
 OT0354
 OT0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0354'3.5 MI SW FROM BUFFALO GAP.
 OT0354'3 1/2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0354'FROM BUFFALO GAP, CUSTER COUNTY, AT THE UPPER END OF A CUT,
 OT0354'41 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 15 FEET NORTH
 OT0354'OF THE CENTER LINE OF A COUNTY ROAD, AND 8 FEET NORTHEAST OF THE
 OT0354'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 12 1926 AND SET
 OT0354'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1356 ***********************************************************************
 PU1356  DESIGNATION -  E 121
 PU1356  PID         -  PU1356
 PU1356  STATE/COUNTY-  SD/BUTTE
 PU1356  COUNTRY     -  US
 PU1356  USGS QUAD   -  NEWELL (2017)
 PU1356
 PU1356                         *CURRENT SURVEY CONTROL
 PU1356  ______________________________________________________________________
 PU1356* NAD 83(1986) POSITION- 44 41 37.     (N) 103 27 58.     (W)   SCALED
 PU1356* NAVD 88 ORTHO HEIGHT -   854.829 (meters)     2804.55  (feet) ADJUSTED
 PU1356  ______________________________________________________________________
 PU1356  GEOID HEIGHT    -        -16.255 (meters)                     GEOID18
 PU1356  DYNAMIC HEIGHT  -        854.609 (meters)     2803.83  (feet) COMP
 PU1356  MODELED GRAVITY -    980,330.9   (mgal)                       NAVD 88
 PU1356
 PU1356  VERT ORDER      -  SECOND    CLASS 0
 PU1356
 PU1356.The horizontal coordinates were scaled from a map and have
 PU1356.an estimated accuracy of +/- 6 seconds.
 PU1356
 PU1356.The orthometric height was determined by differential leveling and
 PU1356.adjusted by the NATIONAL GEODETIC SURVEY
 PU1356.in June 1991.
 PU1356
 PU1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1356.GEOID18 height accuracy estimate available here.
 PU1356
 PU1356.Click photographs - Photos may exist for this station.
 PU1356
 PU1356.The dynamic height is computed by dividing the NAVD 88
 PU1356.geopotential number by the normal gravity value computed on the
 PU1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1356.degrees latitude (g = 980.6199 gals.).
 PU1356
 PU1356.The modeled gravity was interpolated from observed gravity values.
 PU1356
 PU1356;                    North         East    Units  Estimated Accuracy
 PU1356;SPC SD N     -   101,480.      325,350.      MT  (+/- 180 meters Scaled)
 PU1356
 PU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK215500(NAD 83)
 PU1356
 PU1356                          SUPERSEDED SURVEY CONTROL
 PU1356
 PU1356  NGVD 29 (??/??/92)  854.354  (m)         2802.99   (f) ADJ UNCH    2 0
 PU1356
 PU1356.Superseded values are not recommended for survey control.
 PU1356
 PU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1356.See file dsdata.pdf to determine how the superseded data were derived.
 PU1356
 PU1356_MARKER: DB = BENCH MARK DISK
 PU1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1356_STAMPING: E 121 1934
 PU1356_MARK LOGO: CGS
 PU1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1356+STABILITY: SURFACE MOTION
 PU1356
 PU1356  HISTORY     - Date     Condition        Report By
 PU1356  HISTORY     - 1934     MONUMENTED       CGS
 PU1356  HISTORY     - 1962     GOOD             CGS
 PU1356  HISTORY     - 1963     GOOD             CGS
 PU1356
 PU1356                          STATION DESCRIPTION
 PU1356
 PU1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1356'2.8 MI W FROM NEWELL.
 PU1356'2.8 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1356'THE STATION AT NEWELL, ABOUT 0.5 MILE EAST OF MILE POST NO 20,
 PU1356'AT A GRADED ROAD CROSSING.  64.5 FEET NORTH OF THE NORTH RAIL, 34
 PU1356'FEET EAST OF THE CENTERLINE OF THE ROAD, 8.5 FEET NORTHWEST OF A
 PU1356'TELEGRAPH POLE, 3.5 FEET SOUTHEAST OF A FENCE CORNER, 2.5 FEET
 PU1356'SOUTH OF A FENCE LINE, 1.5 FEET WEST OF A WITNESS POST, 1.5 FEET
 PU1356'ABOVE THE TRACK, AND PROJECTING ABOUT 2 INCHES.  ALSO 4.3 MILE
 PU1356'SOUTHWEST ALONG U.S. HIGHWAY 121 FROM THE FIRST LUTHERAN CHURCH
 PU1356'AT NEWELL, THENCE 1 MILE NORTH ALONG A GRADED ROAD.
 PU1356
 PU1356                          STATION RECOVERY (1963)
 PU1356
 PU1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0742 ***********************************************************************
 PU0742  DESIGNATION -  E 122
 PU0742  PID         -  PU0742
 PU0742  STATE/COUNTY-  SD/MEADE
 PU0742  COUNTRY     -  US
 PU0742  USGS QUAD   -  CAMP CREEK (2017)
 PU0742
 PU0742                         *CURRENT SURVEY CONTROL
 PU0742  ______________________________________________________________________
 PU0742* NAD 83(1986) POSITION- 44 59 49.     (N) 102 52 38.     (W)   SCALED
 PU0742* NAVD 88 ORTHO HEIGHT -   864.886 (meters)     2837.55  (feet) ADJUSTED
 PU0742  ______________________________________________________________________
 PU0742  GEOID HEIGHT    -        -17.433 (meters)                     GEOID18
 PU0742  DYNAMIC HEIGHT  -        864.699 (meters)     2836.93  (feet) COMP
 PU0742  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 PU0742
 PU0742  VERT ORDER      -  SECOND    CLASS 0
 PU0742
 PU0742.The horizontal coordinates were scaled from a map and have
 PU0742.an estimated accuracy of +/- 6 seconds.
 PU0742
 PU0742.The orthometric height was determined by differential leveling and
 PU0742.adjusted by the NATIONAL GEODETIC SURVEY
 PU0742.in June 1991.
 PU0742
 PU0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0742.GEOID18 height accuracy estimate available here.
 PU0742
 PU0742.Click photographs - Photos may exist for this station.
 PU0742
 PU0742.The dynamic height is computed by dividing the NAVD 88
 PU0742.geopotential number by the normal gravity value computed on the
 PU0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0742.degrees latitude (g = 980.6199 gals.).
 PU0742
 PU0742.The modeled gravity was interpolated from observed gravity values.
 PU0742
 PU0742;                    North         East    Units  Estimated Accuracy
 PU0742;SPC SD N     -   133,330.      373,190.      MT  (+/- 180 meters Scaled)
 PU0742
 PU0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK673848(NAD 83)
 PU0742
 PU0742                          SUPERSEDED SURVEY CONTROL
 PU0742
 PU0742  NGVD 29 (??/??/92)  864.407  (m)         2835.98   (f) ADJ UNCH    2 0
 PU0742
 PU0742.Superseded values are not recommended for survey control.
 PU0742
 PU0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0742.See file dsdata.pdf to determine how the superseded data were derived.
 PU0742
 PU0742_MARKER: DB = BENCH MARK DISK
 PU0742_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0742_STAMPING: E 122 1934
 PU0742_MARK LOGO: CGS
 PU0742_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0742
 PU0742  HISTORY     - Date     Condition        Report By
 PU0742  HISTORY     - 1934     MONUMENTED       CGS
 PU0742  HISTORY     - 1962     GOOD             CGS
 PU0742
 PU0742                          STATION DESCRIPTION
 PU0742
 PU0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0742'0.6 MI S FROM MUD BUTTE.
 PU0742'0.6 MILE SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MUD
 PU0742'BUTTE, AT THE NORTHWEST CORNER OF MUD BUTTE SCHOOL YARD, 213
 PU0742'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 PU0742'BUILDING, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 FEET
 PU0742'SOUTH OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A FENCE CORNER,
 PU0742'2.3 FEET EAST OF A FENCE, 2.9 FEET EAST OF A WITNESS POST,
 PU0742'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0742'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0130 ***********************************************************************
 QT0130  DESIGNATION -  E 123 RESET
 QT0130  PID         -  QT0130
 QT0130  STATE/COUNTY-  SD/MEADE
 QT0130  COUNTRY     -  US
 QT0130  USGS QUAD   -  FAITH (2017)
 QT0130
 QT0130                         *CURRENT SURVEY CONTROL
 QT0130  ______________________________________________________________________
 QT0130* NAD 83(1986) POSITION- 45 01 21.     (N) 102 05 05.     (W)   SCALED
 QT0130* NAVD 88 ORTHO HEIGHT -   769.422 (meters)     2524.35  (feet) ADJUSTED
 QT0130  ______________________________________________________________________
 QT0130  GEOID HEIGHT    -        -19.337 (meters)                     GEOID18
 QT0130  DYNAMIC HEIGHT  -        769.269 (meters)     2523.84  (feet) COMP
 QT0130  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 QT0130
 QT0130  VERT ORDER      -  FIRST     CLASS II
 QT0130
 QT0130.The horizontal coordinates were scaled from a map and have
 QT0130.an estimated accuracy of +/- 6 seconds.
 QT0130
 QT0130.The orthometric height was determined by differential leveling and
 QT0130.adjusted by the NATIONAL GEODETIC SURVEY
 QT0130.in June 1991.
 QT0130
 QT0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0130.GEOID18 height accuracy estimate available here.
 QT0130
 QT0130.Click photographs - Photos may exist for this station.
 QT0130
 QT0130.The dynamic height is computed by dividing the NAVD 88
 QT0130.geopotential number by the normal gravity value computed on the
 QT0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0130.degrees latitude (g = 980.6199 gals.).
 QT0130
 QT0130.The modeled gravity was interpolated from observed gravity values.
 QT0130
 QT0130;                    North         East    Units  Estimated Accuracy
 QT0130;SPC SD N     -   134,260.      435,720.      MT  (+/- 180 meters Scaled)
 QT0130
 QT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK296895(NAD 83)
 QT0130
 QT0130                          SUPERSEDED SURVEY CONTROL
 QT0130
 QT0130  NGVD 29 (??/??/92)  768.967  (m)         2522.85   (f) ADJ UNCH    1 2
 QT0130
 QT0130.Superseded values are not recommended for survey control.
 QT0130
 QT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0130.See file dsdata.pdf to determine how the superseded data were derived.
 QT0130
 QT0130_MARKER: DB = BENCH MARK DISK
 QT0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0130_STAMPING: E 123 RESET 1946
 QT0130_MARK LOGO: CGS
 QT0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0130+STABILITY: SURFACE MOTION
 QT0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0130+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0130
 QT0130  HISTORY     - Date     Condition        Report By
 QT0130  HISTORY     - 1946     MONUMENTED       SDHD
 QT0130  HISTORY     - 1963     GOOD             CGS
 QT0130  HISTORY     - 1981     GOOD             NGS
 QT0130  HISTORY     - 19960425 GOOD             NGS
 QT0130
 QT0130                          STATION DESCRIPTION
 QT0130
 QT0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0130'2.4 MI W FROM FAITH.
 QT0130'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0130'FAITH, THENCE 2.3 MILES WEST ALONG U.S. HIGHWAY 212 TO AN
 QT0130'INTERSECTION, 104 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QT0130'44 FEET SOUTH OF A FENCE CORNER, 33 FEET EAST OF THE CENTER LINE
 QT0130'OF A DIRT ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 QT0130'5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 QT0130'CONCRETE POST PROJECTING 6 INCHES.
 QT0130
 QT0130                          STATION RECOVERY (1981)
 QT0130
 QT0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0130'RECOVERED IN GOOD CONDITION.
 QT0130
 QT0130                          STATION RECOVERY (1996)
 QT0130
 QT0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0130'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0130'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 113.6 M (372.7 FT) EAST OF
 QT0130'MILEPOST 112, 31.4 M (103.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.0
 QT0130'M (32.8 FT) EAST OF THE CENTER OF A TRACK ROAD, 1.5 M (4.9 FT) BELOW
 QT0130'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 QT0130'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1098 ***********************************************************************
 PU1098  DESIGNATION -  E 124
 PU1098  PID         -  PU1098
 PU1098  STATE/COUNTY-  SD/BUTTE
 PU1098  COUNTRY     -  US
 PU1098  USGS QUAD   -  CASTLE ROCK (2017)
 PU1098
 PU1098                         *CURRENT SURVEY CONTROL
 PU1098  ______________________________________________________________________
 PU1098* NAD 83(1986) POSITION- 44 56 29.     (N) 103 25 27.     (W)   SCALED
 PU1098* NAVD 88 ORTHO HEIGHT -   933.838 (meters)     3063.77  (feet) ADJUSTED
 PU1098  ______________________________________________________________________
 PU1098  GEOID HEIGHT    -        -16.422 (meters)                     GEOID18
 PU1098  DYNAMIC HEIGHT  -        933.610 (meters)     3063.02  (feet) COMP
 PU1098  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 PU1098
 PU1098  VERT ORDER      -  SECOND    CLASS 0
 PU1098
 PU1098.The horizontal coordinates were scaled from a map and have
 PU1098.an estimated accuracy of +/- 6 seconds.
 PU1098
 PU1098.The orthometric height was determined by differential leveling and
 PU1098.adjusted by the NATIONAL GEODETIC SURVEY
 PU1098.in June 1991.
 PU1098
 PU1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1098.GEOID18 height accuracy estimate available here.
 PU1098
 PU1098.Click photographs - Photos may exist for this station.
 PU1098
 PU1098.The dynamic height is computed by dividing the NAVD 88
 PU1098.geopotential number by the normal gravity value computed on the
 PU1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1098.degrees latitude (g = 980.6199 gals.).
 PU1098
 PU1098.The modeled gravity was interpolated from observed gravity values.
 PU1098
 PU1098;                    North         East    Units  Estimated Accuracy
 PU1098;SPC SD N     -   128,840.      329,840.      MT  (+/- 180 meters Scaled)
 PU1098
 PU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK243776(NAD 83)
 PU1098
 PU1098                          SUPERSEDED SURVEY CONTROL
 PU1098
 PU1098  NGVD 29 (??/??/92)  933.361  (m)         3062.20   (f) ADJ UNCH    2 0
 PU1098
 PU1098.Superseded values are not recommended for survey control.
 PU1098
 PU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1098.See file dsdata.pdf to determine how the superseded data were derived.
 PU1098
 PU1098_MARKER: DB = BENCH MARK DISK
 PU1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1098_STAMPING: E 124 1934
 PU1098_MARK LOGO: CGS
 PU1098_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1098+STABILITY: SURFACE MOTION
 PU1098
 PU1098  HISTORY     - Date     Condition        Report By
 PU1098  HISTORY     - 1934     MONUMENTED       CGS
 PU1098  HISTORY     - 1963     GOOD             CGS
 PU1098  HISTORY     - 1967     GOOD             CGS
 PU1098  HISTORY     - 20201022 MARK NOT FOUND   SDDT
 PU1098
 PU1098                          STATION DESCRIPTION
 PU1098
 PU1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1098'1.6 MI S FROM CASTLE ROCK.
 PU1098'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1098'OFFICE AT CASTLE ROCK, 0.1 MILE NORTH OF A 36-INCH CORRUGATED
 PU1098'METAL CULVERT, 48.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1098'19.5 FEET EAST OF A NORTH-SOUTH FENCE, 2.0 FEET EAST OF A METAL
 PU1098'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 PU1098'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU1098
 PU1098                          STATION RECOVERY (1967)
 PU1098
 PU1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 PU1098'RECOVERED IN GOOD CONDITION.
 PU1098
 PU1098                          STATION RECOVERY (2020)
 PU1098
 PU1098'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0945 ***********************************************************************
 PU0945  DESIGNATION -  E 128
 PU0945  PID         -  PU0945
 PU0945  STATE/COUNTY-  SD/MEADE
 PU0945  COUNTRY     -  US
 PU0945  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0945
 PU0945                         *CURRENT SURVEY CONTROL
 PU0945  ______________________________________________________________________
 PU0945* NAD 83(1986) POSITION- 44 31 54.     (N) 102 49 28.     (W)   SCALED
 PU0945* NAVD 88 ORTHO HEIGHT -   844.623 (meters)     2771.07  (feet) ADJUSTED
 PU0945  ______________________________________________________________________
 PU0945  GEOID HEIGHT    -        -17.814 (meters)                     GEOID18
 PU0945  DYNAMIC HEIGHT  -        844.397 (meters)     2770.33  (feet) COMP
 PU0945  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 PU0945
 PU0945  VERT ORDER      -  FIRST     CLASS II
 PU0945
 PU0945.The horizontal coordinates were scaled from a map and have
 PU0945.an estimated accuracy of +/- 6 seconds.
 PU0945
 PU0945.The orthometric height was determined by differential leveling and
 PU0945.adjusted by the NATIONAL GEODETIC SURVEY
 PU0945.in October 1997.
 PU0945
 PU0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0945.GEOID18 height accuracy estimate available here.
 PU0945
 PU0945.Click photographs - Photos may exist for this station.
 PU0945
 PU0945.The dynamic height is computed by dividing the NAVD 88
 PU0945.geopotential number by the normal gravity value computed on the
 PU0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0945.degrees latitude (g = 980.6199 gals.).
 PU0945
 PU0945.The modeled gravity was interpolated from observed gravity values.
 PU0945
 PU0945;                    North         East    Units  Estimated Accuracy
 PU0945;SPC SD N     -    81,520.      375,550.      MT  (+/- 180 meters Scaled)
 PU0945
 PU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK728332(NAD 83)
 PU0945
 PU0945                          SUPERSEDED SURVEY CONTROL
 PU0945
 PU0945  NAVD 88 (06/15/91)  844.566  (m)         2770.88   (f) SUPERSEDED  1 2
 PU0945  NGVD 29 (??/??/92)  844.111  (m)         2769.39   (f) ADJ UNCH    1 2
 PU0945
 PU0945.Superseded values are not recommended for survey control.
 PU0945
 PU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0945.See file dsdata.pdf to determine how the superseded data were derived.
 PU0945
 PU0945_MARKER: DB = BENCH MARK DISK
 PU0945_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0945_STAMPING: E 128 1934
 PU0945_MARK LOGO: CGS
 PU0945_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0945+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 PU0945
 PU0945  HISTORY     - Date     Condition        Report By
 PU0945  HISTORY     - 1934     MONUMENTED       CGS
 PU0945  HISTORY     - 1962     GOOD             CGS
 PU0945  HISTORY     - 19950524 GOOD             NGS
 PU0945  HISTORY     - 20120508 GOOD             INDIV
 PU0945
 PU0945                          STATION DESCRIPTION
 PU0945
 PU0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0945'17 MI E FROM VOLUNTEER.
 PU0945'16.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0945'VOLUNTEER, THENCE 0.6 MILE NORTH, AT A POWER LINE CROSSING,
 PU0945'36 FEET WEST OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTH OF THE
 PU0945'EXTENDED LINE OF A FENCE RUNNING EAST, 5 FEET SOUTH OF A FENCE
 PU0945'JUNCTION, 210 FEET EAST OF A FENCE, 1.0 FOOT EAST OF A WITNESS
 PU0945'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A
 PU0945'CONCRETE POST PROJECTING 0.3 FOOT.
 PU0945
 PU0945                          STATION RECOVERY (1995)
 PU0945
 PU0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0945'13.6 KM (8.45 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0945'IN UNION CENTER, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG COUNTY ROAD
 PU0945'23 T, 11.7 M (38.4 FT) SOUTH OF AN EXTENDED FENCE LINE LEADING EAST,
 PU0945'10.8 M (35.4 FT) WEST OF THE ROAD CENTERLINE, 1.5 M (4.9 FT) SOUTH OF
 PU0945'A BRACED FENCE POST, 0.6 M (2.0 FT) EAST OF A FENCE, 0.3 M (1.0 FT)
 PU0945'ABOVE THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) EAST OF A WITNESS POST,
 PU0945'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0945
 PU0945                          STATION RECOVERY (2012)
 PU0945
 PU0945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0106 ***********************************************************************
 PT0106  DESIGNATION -  E 13
 PT0106  PID         -  PT0106
 PT0106  STATE/COUNTY-  SD/LYMAN
 PT0106  COUNTRY     -  US
 PT0106  USGS QUAD   -  STONY BUTTE (2017)
 PT0106
 PT0106                         *CURRENT SURVEY CONTROL
 PT0106  ______________________________________________________________________
 PT0106* NAD 83(1986) POSITION- 44 00 24.     (N) 100 17 10.     (W)   SCALED
 PT0106* NAVD 88 ORTHO HEIGHT -   591.014 (meters)     1939.02  (feet) ADJUSTED
 PT0106  ______________________________________________________________________
 PT0106  GEOID HEIGHT    -        -24.558 (meters)                     GEOID18
 PT0106  DYNAMIC HEIGHT  -        590.839 (meters)     1938.44  (feet) COMP
 PT0106  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 PT0106
 PT0106  VERT ORDER      -  FIRST     CLASS II
 PT0106
 PT0106.The horizontal coordinates were scaled from a map and have
 PT0106.an estimated accuracy of +/- 6 seconds.
 PT0106
 PT0106.The orthometric height was determined by differential leveling and
 PT0106.adjusted by the NATIONAL GEODETIC SURVEY
 PT0106.in June 1991.
 PT0106
 PT0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0106.GEOID18 height accuracy estimate available here.
 PT0106
 PT0106.Click photographs - Photos may exist for this station.
 PT0106
 PT0106.The dynamic height is computed by dividing the NAVD 88
 PT0106.geopotential number by the normal gravity value computed on the
 PT0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0106.degrees latitude (g = 980.6199 gals.).
 PT0106
 PT0106.The modeled gravity was interpolated from observed gravity values.
 PT0106
 PT0106;                    North         East    Units  Estimated Accuracy
 PT0106;SPC SD S     -   185,900.      603,790.      MT  (+/- 180 meters Scaled)
 PT0106
 PT0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP968734(NAD 83)
 PT0106
 PT0106                          SUPERSEDED SURVEY CONTROL
 PT0106
 PT0106  NGVD 29 (??/??/92)  590.597  (m)         1937.65   (f) ADJ UNCH    1 2
 PT0106
 PT0106.Superseded values are not recommended for survey control.
 PT0106
 PT0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0106.See file dsdata.pdf to determine how the superseded data were derived.
 PT0106
 PT0106_MARKER: DB = BENCH MARK DISK
 PT0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0106_STAMPING: E 13 1926 1937.650
 PT0106_MARK LOGO: CGS
 PT0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0106+STABILITY: SURFACE MOTION
 PT0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0106+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 PT0106
 PT0106  HISTORY     - Date     Condition        Report By
 PT0106  HISTORY     - 1926     MONUMENTED       CGS
 PT0106  HISTORY     - 1965     GOOD             CGS
 PT0106  HISTORY     - 19861110 SEE DESCRIPTION  NGS
 PT0106
 PT0106                          STATION DESCRIPTION
 PT0106
 PT0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PT0106'5.5 MI N FROM VIVIAN.
 PT0106'5-3/4 MILES NORTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 PT0106'VIVIAN, LYMAN COUNTY, ABOUT 1.5 MILES SOUTH OF STONEY BUTTE, NEAR
 PT0106'THE TOP OF A HILL, AT THE INTERSECTION OF A SECTION-LINE ROAD,
 PT0106'5 FEET EAST OF A CORNER POST AT THE EAST-AND-WEST SECTION-LINE
 PT0106'ROAD, EAST OF THE HIGHWAY, 1.5 FEET SOUTH OF THE NORTH FENCE OF
 PT0106'THE SECTION-LINE ROAD, AND IN LINE WITH A ROW OF POLES.  A
 PT0106'STANDARD DISK, STAMPED 1937.650 E 13 1926 AND SET IN THE TOP
 PT0106'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  TOWNSHIP 106
 PT0106'NORTH, RANGE 79 WEST, NEAR THE CORNER OF SECTIONS 2, 3, 10 AND 11,
 PT0106'31 FEET NORTH AND 27 FEET EAST OF CROSSROADS, 7.0 FEET WEST
 PT0106'OF A FENCE CORNER, AND IN THE DITCH.
 PT0106
 PT0106                          STATION RECOVERY (1986)
 PT0106
 PT0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0106'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0333 ***********************************************************************
 PU0333  DESIGNATION -  E 130
 PU0333  PID         -  PU0333
 PU0333  STATE/COUNTY-  SD/PENNINGTON
 PU0333  COUNTRY     -  US
 PU0333  USGS QUAD   -  WASTA SE (2017)
 PU0333
 PU0333                         *CURRENT SURVEY CONTROL
 PU0333  ______________________________________________________________________
 PU0333* NAD 83(1986) POSITION- 44 00 22.     (N) 102 18 25.     (W)   SCALED
 PU0333* NAVD 88 ORTHO HEIGHT -   787.723 (meters)     2584.39  (feet) ADJUSTED
 PU0333  ______________________________________________________________________
 PU0333  GEOID HEIGHT    -        -18.807 (meters)                     GEOID18
 PU0333  DYNAMIC HEIGHT  -        787.482 (meters)     2583.60  (feet) COMP
 PU0333  MODELED GRAVITY -    980,285.6   (mgal)                       NAVD 88
 PU0333
 PU0333  VERT ORDER      -  SECOND    CLASS 0
 PU0333
 PU0333.The horizontal coordinates were scaled from a map and have
 PU0333.an estimated accuracy of +/- 6 seconds.
 PU0333
 PU0333.The orthometric height was determined by differential leveling and
 PU0333.adjusted by the NATIONAL GEODETIC SURVEY
 PU0333.in June 1991.
 PU0333
 PU0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0333.GEOID18 height accuracy estimate available here.
 PU0333
 PU0333.Click photographs - Photos may exist for this station.
 PU0333
 PU0333.The dynamic height is computed by dividing the NAVD 88
 PU0333.geopotential number by the normal gravity value computed on the
 PU0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0333.degrees latitude (g = 980.6199 gals.).
 PU0333
 PU0333.The modeled gravity was interpolated from observed gravity values.
 PU0333
 PU0333;                    North         East    Units  Estimated Accuracy
 PU0333;SPC SD S     -   187,710.      441,750.      MT  (+/- 180 meters Scaled)
 PU0333
 PU0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ158760(NAD 83)
 PU0333
 PU0333                          SUPERSEDED SURVEY CONTROL
 PU0333
 PU0333  NGVD 29 (??/??/92)  787.272  (m)         2582.91   (f) ADJ UNCH    2 0
 PU0333
 PU0333.Superseded values are not recommended for survey control.
 PU0333
 PU0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0333.See file dsdata.pdf to determine how the superseded data were derived.
 PU0333
 PU0333_MARKER: DB = BENCH MARK DISK
 PU0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0333_STAMPING: E 130 1934
 PU0333_MARK LOGO: CGS
 PU0333_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0333+STABILITY: SURFACE MOTION
 PU0333
 PU0333  HISTORY     - Date     Condition        Report By
 PU0333  HISTORY     - 1934     MONUMENTED       CGS
 PU0333  HISTORY     - 1962     GOOD             CGS
 PU0333
 PU0333                          STATION DESCRIPTION
 PU0333
 PU0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0333'4 MI W FROM WALL.
 PU0333'ABOUT 4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0333'FROM THE STATION AT WALL, 3 1/2 TELEPHONE POLES WEST NORTHWEST
 PU0333'OF MILEPOST 595, 7 RAILS WEST OF TRESTLE NUMBER 1787, 95 1/2
 PU0333'NORTH OF THE NORTH RAIL, 2 1/2 FEET SOUTH OF A FENCE, LEVEL
 PU0333'WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0333'4 INCHES.  NOTE-- THIS BENCH MARK WAS RECOVERED WITH THE
 PU0333'LETTERS F 130 STAMPED ON IT.  OLD DESCRIPTION STATES IT SHOULD
 PU0333'BE E 130.  THE LETTER E WAS PLACED ON TOP OF THE LETTER F
 PU0333'AND STAMPING WAS CORRECTED.  BENCH MARK F 130 IS AT WALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0603 ***********************************************************************
 PU0603  DESIGNATION -  E 131
 PU0603  PID         -  PU0603
 PU0603  STATE/COUNTY-  SD/PENNINGTON
 PU0603  COUNTRY     -  US
 PU0603  USGS QUAD   -  OWANKA (2017)
 PU0603
 PU0603                         *CURRENT SURVEY CONTROL
 PU0603  ______________________________________________________________________
 PU0603* NAD 83(1986) POSITION- 44 00 12.58   (N) 102 30 13.34   (W)   HD_HELD1
 PU0603* NAVD 88 ORTHO HEIGHT -   730.740 (meters)     2397.44  (feet) ADJUSTED
 PU0603  ______________________________________________________________________
 PU0603  GEOID HEIGHT    -        -18.310 (meters)                     GEOID18
 PU0603  DYNAMIC HEIGHT  -        730.526 (meters)     2396.73  (feet) COMP
 PU0603  MODELED GRAVITY -    980,301.1   (mgal)                       NAVD 88
 PU0603
 PU0603  VERT ORDER      -  SECOND    CLASS 0
 PU0603
 PU0603.The horizontal coordinates were determined by differentially corrected
 PU0603.hand held GPS observations or other comparable positioning techniques
 PU0603.and have an estimated accuracy of +/- 3 meters.
 PU0603
 PU0603.The orthometric height was determined by differential leveling and
 PU0603.adjusted by the NATIONAL GEODETIC SURVEY
 PU0603.in June 1991.
 PU0603
 PU0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0603.GEOID18 height accuracy estimate available here.
 PU0603
 PU0603.Click photographs - Photos may exist for this station.
 PU0603
 PU0603.The dynamic height is computed by dividing the NAVD 88
 PU0603.geopotential number by the normal gravity value computed on the
 PU0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0603.degrees latitude (g = 980.6199 gals.).
 PU0603
 PU0603.The modeled gravity was interpolated from observed gravity values.
 PU0603
 PU0603;                    North         East    Units  Estimated Accuracy
 PU0603;SPC SD S     -   187,817.2     425,965.0     MT  (+/- 3 meters HH1 GPS) 
 PU0603
 PU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0012875290(NAD 83)
 PU0603
 PU0603                          SUPERSEDED SURVEY CONTROL
 PU0603
 PU0603  NGVD 29 (??/??/92)  730.295  (m)         2395.98   (f) ADJ UNCH    2 0
 PU0603
 PU0603.Superseded values are not recommended for survey control.
 PU0603
 PU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0603.See file dsdata.pdf to determine how the superseded data were derived.
 PU0603
 PU0603_MARKER: DB = BENCH MARK DISK
 PU0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0603_STAMPING: E 131 1934
 PU0603_MARK LOGO: CGS
 PU0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0603+STABILITY: SURFACE MOTION
 PU0603
 PU0603  HISTORY     - Date     Condition        Report By
 PU0603  HISTORY     - 1934     MONUMENTED       CGS
 PU0603
 PU0603                          STATION DESCRIPTION
 PU0603
 PU0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0603'6 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0603'FROM THE STATION AT WASTA, PENNINGTON COUNTY, 43 YARDS WEST OF
 PU0603'MILEPOST 611, 158 YARDS EAST OF THE EAST END OF STEEL AND CONCRETE
 PU0603'TRESTLE 1851, 77 YARDS WEST OF WOODEN TRESTLE 1850, 45.3 FEET
 PU0603'NORTH OF THE NORTH RAIL, 24 YARDS EAST OF AN IRON GATE IN THE
 PU0603'RIGHT-OF-WAY FENCE AND 2.7 FEET SOUTH OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0276 ***********************************************************************
 OT0276  DESIGNATION -  E 132 RESET
 OT0276  PID         -  OT0276
 OT0276  STATE/COUNTY-  SD/PENNINGTON
 OT0276  COUNTRY     -  US
 OT0276  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0276
 OT0276                         *CURRENT SURVEY CONTROL
 OT0276  ______________________________________________________________________
 OT0276* NAD 83(1986) POSITION- 43 43 16.     (N) 102 31 36.     (W)   SCALED
 OT0276* NAVD 88 ORTHO HEIGHT -   858.59  (meters)     2816.9   (feet) RESET
 OT0276  ______________________________________________________________________
 OT0276  GEOID HEIGHT    -        -18.250 (meters)                     GEOID18
 OT0276  VERT ORDER      -  THIRD
 OT0276
 OT0276.The horizontal coordinates were scaled from a map and have
 OT0276.an estimated accuracy of +/- 6 seconds.
 OT0276
 OT0276.The orthometric height was computed from unverified reset data.
 OT0276
 OT0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0276.GEOID18 height accuracy estimate available here.
 OT0276
 OT0276.Click photographs - Photos may exist for this station.
 OT0276
 OT0276;                    North         East    Units  Estimated Accuracy
 OT0276;SPC SD S     -   156,500.      423,300.      MT  (+/- 180 meters Scaled)
 OT0276
 OT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ992438(NAD 83)
 OT0276
 OT0276                          SUPERSEDED SURVEY CONTROL
 OT0276
 OT0276.No superseded survey control is available for this station.
 OT0276
 OT0276_MARKER: DB = BENCH MARK DISK
 OT0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0276_STAMPING: E 132 RESET 1966
 OT0276_MARK LOGO: CGS
 OT0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0276+STABILITY: SURFACE MOTION
 OT0276
 OT0276  HISTORY     - Date     Condition        Report By
 OT0276  HISTORY     - 1966     MONUMENTED       SDHD
 OT0276
 OT0276                          STATION DESCRIPTION
 OT0276
 OT0276'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1966
 OT0276'4.5 MI S FROM SCENIC.
 OT0276'ABOUT 4.5 MILES SOUTH ALONG A ROAD LEADING TO MANDERSON AND BRENNAN
 OT0276'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 OT0276'SCENIC, 73 FEET WEST OF THE CENTER LINE OF THE ROAD, 253 FEET
 OT0276'NORTH OF THE 1/4 CORNER BETWEEN SECTIONS 2 AND 11 T 4S., R 13 E
 OT0276'B.H.M. AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0200 ***********************************************************************
 OT0200  DESIGNATION -  E 133
 OT0200  PID         -  OT0200
 OT0200  STATE/COUNTY-  SD/SHANNON
 OT0200  COUNTRY     -  US
 OT0200  USGS QUAD   -  WOUNDED KNEE (2017)
 OT0200
 OT0200                         *CURRENT SURVEY CONTROL
 OT0200  ______________________________________________________________________
 OT0200* NAD 83(1986) POSITION- 43 08 22.     (N) 102 21 53.     (W)   SCALED
 OT0200* NAVD 88 ORTHO HEIGHT -   985.241 (meters)     3232.41  (feet) ADJUSTED
 OT0200  ______________________________________________________________________
 OT0200  GEOID HEIGHT    -        -18.433 (meters)                     GEOID18
 OT0200  DYNAMIC HEIGHT  -        984.821 (meters)     3231.03  (feet) COMP
 OT0200  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 OT0200
 OT0200  VERT ORDER      -  SECOND    CLASS 0
 OT0200
 OT0200.The horizontal coordinates were scaled from a map and have
 OT0200.an estimated accuracy of +/- 6 seconds.
 OT0200
 OT0200.The orthometric height was determined by differential leveling and
 OT0200.adjusted by the NATIONAL GEODETIC SURVEY
 OT0200.in June 1991.
 OT0200
 OT0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0200.GEOID18 height accuracy estimate available here.
 OT0200
 OT0200.Click photographs - Photos may exist for this station.
 OT0200
 OT0200.The dynamic height is computed by dividing the NAVD 88
 OT0200.geopotential number by the normal gravity value computed on the
 OT0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0200.degrees latitude (g = 980.6199 gals.).
 OT0200
 OT0200.The modeled gravity was interpolated from observed gravity values.
 OT0200
 OT0200;                    North         East    Units  Estimated Accuracy
 OT0200;SPC SD S     -    91,570.      434,760.      MT  (+/- 180 meters Scaled)
 OT0200
 OT0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH143796(NAD 83)
 OT0200
 OT0200                          SUPERSEDED SURVEY CONTROL
 OT0200
 OT0200  NGVD 29 (??/??/92)  984.751  (m)         3230.80   (f) ADJ UNCH    2 0
 OT0200
 OT0200.Superseded values are not recommended for survey control.
 OT0200
 OT0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0200.See file dsdata.pdf to determine how the superseded data were derived.
 OT0200
 OT0200_MARKER: DB = BENCH MARK DISK
 OT0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0200_STAMPING: E 133 1934
 OT0200_MARK LOGO: CGS
 OT0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0200+STABILITY: SURFACE MOTION
 OT0200
 OT0200  HISTORY     - Date     Condition        Report By
 OT0200  HISTORY     - 1934     MONUMENTED       CGS
 OT0200  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0200
 OT0200                          STATION DESCRIPTION
 OT0200
 OT0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0200'AT BRENNAN.
 OT0200'AT BRENNAN, SHANNON COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY
 OT0200'18 AND THE ROAD LEADING TO MANDERSON AND SCENIC, 115 YARDS
 OT0200'EAST OF A GROCERY STORE, 87 FEET NORTH OF THE CENTERLINE OF THE
 OT0200'HIGHWAY, AND 51 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 OT0200'STANDARD DISK, STAMPED E 133 1934 AND SET IN THE TOP OF A
 OT0200'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- ROAD HAS
 OT0200'BEEN WIDENED.  BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED KNEE.
 OT0200
 OT0200                          STATION RECOVERY (1966)
 OT0200
 OT0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0407 ***********************************************************************
 OT0407  DESIGNATION -  E 134
 OT0407  PID         -  OT0407
 OT0407  STATE/COUNTY-  SD/FALL RIVER
 OT0407  COUNTRY     -  US
 OT0407  USGS QUAD   -  OELRICHS (2017)
 OT0407
 OT0407                         *CURRENT SURVEY CONTROL
 OT0407  ______________________________________________________________________
 OT0407* NAD 83(1986) POSITION- 43 09 31.     (N) 103 13 31.     (W)   SCALED
 OT0407* NAVD 88 ORTHO HEIGHT -  1028.211 (meters)     3373.39  (feet) ADJUSTED
 OT0407  ______________________________________________________________________
 OT0407  GEOID HEIGHT    -        -17.006 (meters)                     GEOID18
 OT0407  DYNAMIC HEIGHT  -       1027.753 (meters)     3371.89  (feet) COMP
 OT0407  MODELED GRAVITY -    980,140.0   (mgal)                       NAVD 88
 OT0407
 OT0407  VERT ORDER      -  SECOND    CLASS 0
 OT0407
 OT0407.The horizontal coordinates were scaled from a map and have
 OT0407.an estimated accuracy of +/- 6 seconds.
 OT0407
 OT0407.The orthometric height was determined by differential leveling and
 OT0407.adjusted by the NATIONAL GEODETIC SURVEY
 OT0407.in June 1991.
 OT0407
 OT0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0407.GEOID18 height accuracy estimate available here.
 OT0407
 OT0407.Click photographs - Photos may exist for this station.
 OT0407
 OT0407.The dynamic height is computed by dividing the NAVD 88
 OT0407.geopotential number by the normal gravity value computed on the
 OT0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0407.degrees latitude (g = 980.6199 gals.).
 OT0407
 OT0407.The modeled gravity was interpolated from observed gravity values.
 OT0407
 OT0407;                    North         East    Units  Estimated Accuracy
 OT0407;SPC SD S     -    95,780.      364,860.      MT  (+/- 180 meters Scaled)
 OT0407
 OT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH442799(NAD 83)
 OT0407
 OT0407                          SUPERSEDED SURVEY CONTROL
 OT0407
 OT0407  NGVD 29 (??/??/92) 1027.675  (m)         3371.63   (f) ADJ UNCH    2 0
 OT0407
 OT0407.Superseded values are not recommended for survey control.
 OT0407
 OT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0407.See file dsdata.pdf to determine how the superseded data were derived.
 OT0407
 OT0407_MARKER: DB = BENCH MARK DISK
 OT0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0407_STAMPING: E 134 1934
 OT0407_MARK LOGO: CGS
 OT0407_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0407+STABILITY: SURFACE MOTION
 OT0407
 OT0407  HISTORY     - Date     Condition        Report By
 OT0407  HISTORY     - 1934     MONUMENTED       CGS
 OT0407
 OT0407                          STATION DESCRIPTION
 OT0407
 OT0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0407'1.7 MI S FROM DELRICHS.
 OT0407'1.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0407'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, AT A SECTION-ROAD
 OT0407'CROSSING, 44.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 OT0407'28.8 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 OT0407'E 134 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0407'8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0228 ***********************************************************************
 OT0228  DESIGNATION -  E 135
 OT0228  PID         -  OT0228
 OT0228  STATE/COUNTY-  SD/SHANNON
 OT0228  COUNTRY     -  US
 OT0228  USGS QUAD   -  OGLALA (2017)
 OT0228
 OT0228                         *CURRENT SURVEY CONTROL
 OT0228  ______________________________________________________________________
 OT0228* NAD 83(1986) POSITION- 43 11 11.     (N) 102 44 10.     (W)   SCALED
 OT0228* NAVD 88 ORTHO HEIGHT -   911.575 (meters)     2990.73  (feet) ADJUSTED
 OT0228  ______________________________________________________________________
 OT0228  GEOID HEIGHT    -        -17.874 (meters)                     GEOID18
 OT0228  DYNAMIC HEIGHT  -        911.202 (meters)     2989.50  (feet) COMP
 OT0228  MODELED GRAVITY -    980,180.2   (mgal)                       NAVD 88
 OT0228
 OT0228  VERT ORDER      -  SECOND    CLASS 0
 OT0228
 OT0228.The horizontal coordinates were scaled from a map and have
 OT0228.an estimated accuracy of +/- 6 seconds.
 OT0228
 OT0228.The orthometric height was determined by differential leveling and
 OT0228.adjusted by the NATIONAL GEODETIC SURVEY
 OT0228.in June 1991.
 OT0228
 OT0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0228.GEOID18 height accuracy estimate available here.
 OT0228
 OT0228.Click photographs - Photos may exist for this station.
 OT0228
 OT0228.The dynamic height is computed by dividing the NAVD 88
 OT0228.geopotential number by the normal gravity value computed on the
 OT0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0228.degrees latitude (g = 980.6199 gals.).
 OT0228
 OT0228.The modeled gravity was interpolated from observed gravity values.
 OT0228
 OT0228;                    North         East    Units  Estimated Accuracy
 OT0228;SPC SD S     -    97,590.      404,710.      MT  (+/- 180 meters Scaled)
 OT0228
 OT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH839840(NAD 83)
 OT0228
 OT0228                          SUPERSEDED SURVEY CONTROL
 OT0228
 OT0228  NGVD 29 (??/??/92)  911.098  (m)         2989.16   (f) ADJ UNCH    2 0
 OT0228
 OT0228.Superseded values are not recommended for survey control.
 OT0228
 OT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0228.See file dsdata.pdf to determine how the superseded data were derived.
 OT0228
 OT0228_MARKER: DB = BENCH MARK DISK
 OT0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0228_STAMPING: E 135 1934
 OT0228_MARK LOGO: CGS
 OT0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0228+STABILITY: SURFACE MOTION
 OT0228
 OT0228  HISTORY     - Date     Condition        Report By
 OT0228  HISTORY     - 1934     MONUMENTED       CGS
 OT0228  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0228
 OT0228                          STATION DESCRIPTION
 OT0228
 OT0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0228'AT OGLALA.
 OT0228'AT OGLALA, SHANNON COUNTY, 0.1 MILE EAST OF THE STORE AND
 OT0228'POST OFFICE, 54 YARDS EAST OF THE EAST END OF A WOODEN BRIDGE
 OT0228'OVER A CREEK, 38 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 OT0228'18, AND 1.5 FEET SOUTH OF A FENCE LINE PARALLELING THE HIGHWAY.
 OT0228'A STANDARD DISK, STAMPED E 135 1934 AND SET IN THE TOP OF A
 OT0228'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OT0228
 OT0228                          STATION RECOVERY (1993)
 OT0228
 OT0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0328 ***********************************************************************
 OS0328  DESIGNATION -  E 136
 OS0328  PID         -  OS0328
 OS0328  STATE/COUNTY-  SD/BENNETT
 OS0328  COUNTRY     -  US
 OS0328  USGS QUAD   -  HARRINGTON (2017)
 OS0328
 OS0328                         *CURRENT SURVEY CONTROL
 OS0328  ______________________________________________________________________
 OS0328* NAD 83(1986) POSITION- 43 12 39.     (N) 101 15 24.     (W)   SCALED
 OS0328* NAVD 88 ORTHO HEIGHT -   956.446 (meters)     3137.94  (feet) ADJUSTED
 OS0328  ______________________________________________________________________
 OS0328  GEOID HEIGHT    -        -21.013 (meters)                     GEOID18
 OS0328  DYNAMIC HEIGHT  -        956.051 (meters)     3136.64  (feet) COMP
 OS0328  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 OS0328
 OS0328  VERT ORDER      -  SECOND    CLASS 0
 OS0328
 OS0328.The horizontal coordinates were scaled from a map and have
 OS0328.an estimated accuracy of +/- 6 seconds.
 OS0328
 OS0328.The orthometric height was determined by differential leveling and
 OS0328.adjusted by the NATIONAL GEODETIC SURVEY
 OS0328.in June 1991.
 OS0328
 OS0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0328.GEOID18 height accuracy estimate available here.
 OS0328
 OS0328.Click photographs - Photos may exist for this station.
 OS0328
 OS0328.The dynamic height is computed by dividing the NAVD 88
 OS0328.geopotential number by the normal gravity value computed on the
 OS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0328.degrees latitude (g = 980.6199 gals.).
 OS0328
 OS0328.The modeled gravity was interpolated from observed gravity values.
 OS0328
 OS0328;                    North         East    Units  Estimated Accuracy
 OS0328;SPC SD S     -    97,900.      524,980.      MT  (+/- 180 meters Scaled)
 OS0328
 OS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN166867(NAD 83)
 OS0328
 OS0328                          SUPERSEDED SURVEY CONTROL
 OS0328
 OS0328  NGVD 29 (??/??/92)  956.004  (m)         3136.49   (f) ADJ UNCH    2 0
 OS0328
 OS0328.Superseded values are not recommended for survey control.
 OS0328
 OS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0328.See file dsdata.pdf to determine how the superseded data were derived.
 OS0328
 OS0328_MARKER: DB = BENCH MARK DISK
 OS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0328_STAMPING: E 136 1934
 OS0328_MARK LOGO: CGS
 OS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0328+STABILITY: SURFACE MOTION
 OS0328
 OS0328  HISTORY     - Date     Condition        Report By
 OS0328  HISTORY     - 1934     MONUMENTED       CGS
 OS0328
 OS0328                          STATION DESCRIPTION
 OS0328
 OS0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0328'6 MI E FROM VETAL.
 OS0328'IS LOCATED 6 MILES EAST OF THE POST OFFICE AT VETAL, 66 YARDS
 OS0328'WEST OF SOUTH END OF 36 INCH IRON CULVERT, 35 FEET SOUTH OF
 OS0328'CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE
 OS0328'POST 4 INCHES HIGH.  STAMPED E 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0796 ***********************************************************************
 OS0796  DESIGNATION -  E 137 RESET
 OS0796  PID         -  OS0796
 OS0796  STATE/COUNTY-  SD/MELLETTE
 OS0796  COUNTRY     -  US
 OS0796  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0796
 OS0796                         *CURRENT SURVEY CONTROL
 OS0796  ______________________________________________________________________
 OS0796* NAD 83(1986) POSITION- 43 32 10.     (N) 100 41 21.     (W)   SCALED
 OS0796* NAVD 88 ORTHO HEIGHT -   674.92  (meters)     2214.3   (feet) RESET
 OS0796  ______________________________________________________________________
 OS0796  GEOID HEIGHT    -        -23.982 (meters)                     GEOID18
 OS0796  VERT ORDER      -  THIRD
 OS0796
 OS0796.The horizontal coordinates were scaled from a map and have
 OS0796.an estimated accuracy of +/- 6 seconds.
 OS0796
 OS0796.The orthometric height was computed from unverified reset data.
 OS0796
 OS0796.No vertical observational check was made to the station.
 OS0796
 OS0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0796.GEOID18 height accuracy estimate available here.
 OS0796
 OS0796.Click photographs - Photos may exist for this station.
 OS0796
 OS0796;                    North         East    Units  Estimated Accuracy
 OS0796;SPC SD S     -   133,680.      571,240.      MT  (+/- 180 meters Scaled)
 OS0796
 OS0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP635217(NAD 83)
 OS0796
 OS0796                          SUPERSEDED SURVEY CONTROL
 OS0796
 OS0796  NGVD 29 (04/17/07)  674.48   (m)         2212.9    (f) RESET       3  
 OS0796
 OS0796.Superseded values are not recommended for survey control.
 OS0796
 OS0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0796.See file dsdata.pdf to determine how the superseded data were derived.
 OS0796
 OS0796_MARKER: DV = VERTICAL CONTROL DISK
 OS0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0796_STAMPING: E 137 RESET 1986
 OS0796_MARK LOGO: NGS
 OS0796_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0796+STABILITY: SURFACE MOTION
 OS0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0796+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OS0796
 OS0796  HISTORY     - Date     Condition        Report By
 OS0796  HISTORY     - 1986     MONUMENTED       NGS
 OS0796
 OS0796                          STATION DESCRIPTION
 OS0796
 OS0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OS0796'3.9 KM (2.40 MI) SOUTH ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 44
 OS0796'FROM THE JUNCTION OF THE HIGHWAYS IN WHITE RIVER, THEN LEFT
 OS0796'2.1 KM (1.3 MI) EAST ALONG 44, 23.2 M (76.1 FT) NORTH FROM THE
 OS0796'CENTER OF 44, 28 M (91.9 FT) WEST FROM A CROSSROAD, 24.4 M (80.1 FT)
 OS0796'SOUTHWEST FROM A POWERPOLE WITH A TRANSFORMER, 16.46 M (54.0 FT)
 OS0796'SOUTHEAST FROM A WATER WELL HEAD, IN THE TOP OF AN 8-INCH POST THAT
 OS0796'PROJECTS 0.15 M (0.5 FT), 18.6 M (61.0 FT) WEST FROM A FENCE CORNER,
 OS0796'0.3 M (1 FT) SOUTH FROM THE NORTH RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0549 ***********************************************************************
 OR0549  DESIGNATION -  E 139
 OR0549  PID         -  OR0549
 OR0549  STATE/COUNTY-  SD/GREGORY
 OR0549  COUNTRY     -  US
 OR0549  USGS QUAD   -  HERRICK NW (2017)
 OR0549
 OR0549                         *CURRENT SURVEY CONTROL
 OR0549  ______________________________________________________________________
 OR0549* NAD 83(1986) POSITION- 43 08 17.     (N) 099 14 04.     (W)   SCALED
 OR0549* NAVD 88 ORTHO HEIGHT -   667.539 (meters)     2190.08  (feet) ADJUSTED
 OR0549  ______________________________________________________________________
 OR0549  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 OR0549  DYNAMIC HEIGHT  -        667.286 (meters)     2189.25  (feet) COMP
 OR0549  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 OR0549
 OR0549  VERT ORDER      -  SECOND    CLASS 0
 OR0549
 OR0549.The horizontal coordinates were scaled from a map and have
 OR0549.an estimated accuracy of +/- 6 seconds.
 OR0549
 OR0549.The orthometric height was determined by differential leveling and
 OR0549.adjusted by the NATIONAL GEODETIC SURVEY
 OR0549.in June 1991.
 OR0549
 OR0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0549.GEOID18 height accuracy estimate available here.
 OR0549
 OR0549.Click photographs - Photos may exist for this station.
 OR0549
 OR0549.The dynamic height is computed by dividing the NAVD 88
 OR0549.geopotential number by the normal gravity value computed on the
 OR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0549.degrees latitude (g = 980.6199 gals.).
 OR0549
 OR0549.The modeled gravity was interpolated from observed gravity values.
 OR0549
 OR0549;                    North         East    Units  Estimated Accuracy
 OR0549;SPC SD S     -    89,990.      689,400.      MT  (+/- 180 meters Scaled)
 OR0549
 OR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN809761(NAD 83)
 OR0549
 OR0549                          SUPERSEDED SURVEY CONTROL
 OR0549
 OR0549.No superseded survey control is available for this station.
 OR0549
 OR0549_MARKER: DB = BENCH MARK DISK
 OR0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0549_STAMPING: E 139 1934
 OR0549_MARK LOGO: CGS
 OR0549_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0549+STABILITY: SURFACE MOTION
 OR0549
 OR0549  HISTORY     - Date     Condition        Report By
 OR0549  HISTORY     - 1934     MONUMENTED       CGS
 OR0549  HISTORY     - 1940     GOOD             CGS
 OR0549  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0549
 OR0549                          STATION DESCRIPTION
 OR0549
 OR0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0549'2.6 MI NW FROM HERRICK.
 OR0549'ABOUT 2.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OR0549'RAILWAY FROM THE STATION AT HERRICK, GREGORY COUNTY, ABOUT
 OR0549'300 YARDS SOUTHEAST OF THE CROSSING OF A SECTION-LINE ROAD,
 OR0549'46.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 42.5 FEET EAST OF A
 OR0549'WHISTLE POST, 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 OR0549'AND 0.5 FOOT WEST OF A WHITE REFERENCE POST.  A STANDARD DISK,
 OR0549'STAMPED E 139 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0549'ABOUT 5 INCHES ABOVE GROUND.
 OR0549
 OR0549                          STATION RECOVERY (1940)
 OR0549
 OR0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0549'RECOVERED IN GOOD CONDITION.
 OR0549
 OR0549                          STATION RECOVERY (1993)
 OR0549
 OR0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0549'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0152 ***********************************************************************
 PT0152  DESIGNATION -  E 14
 PT0152  PID         -  PT0152
 PT0152  STATE/COUNTY-  SD/HUGHES
 PT0152  COUNTRY     -  US
 PT0152  USGS QUAD   -  ROUSSEAU (2017)
 PT0152
 PT0152                         *CURRENT SURVEY CONTROL
 PT0152  ______________________________________________________________________
 PT0152* NAD 83(1986) POSITION- 44 19 22.     (N) 100 06 26.     (W)   SCALED
 PT0152* NAVD 88 ORTHO HEIGHT -   433.518 (meters)     1422.30  (feet) ADJUSTED
 PT0152  ______________________________________________________________________
 PT0152  GEOID HEIGHT    -        -23.756 (meters)                     GEOID18
 PT0152  DYNAMIC HEIGHT  -        433.430 (meters)     1422.01  (feet) COMP
 PT0152  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PT0152
 PT0152  VERT ORDER      -  FIRST     CLASS II
 PT0152
 PT0152.The horizontal coordinates were scaled from a map and have
 PT0152.an estimated accuracy of +/- 6 seconds.
 PT0152
 PT0152.The orthometric height was determined by differential leveling and
 PT0152.adjusted by the NATIONAL GEODETIC SURVEY
 PT0152.in June 1991.
 PT0152
 PT0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0152.GEOID18 height accuracy estimate available here.
 PT0152
 PT0152.Click photographs - Photos may exist for this station.
 PT0152
 PT0152.The dynamic height is computed by dividing the NAVD 88
 PT0152.geopotential number by the normal gravity value computed on the
 PT0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0152.degrees latitude (g = 980.6199 gals.).
 PT0152
 PT0152.The modeled gravity was interpolated from observed gravity values.
 PT0152
 PT0152;                    North         East    Units  Estimated Accuracy
 PT0152;SPC SD S     -   221,040.      618,040.      MT  (+/- 180 meters Scaled)
 PT0152
 PT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ117083(NAD 83)
 PT0152
 PT0152                          SUPERSEDED SURVEY CONTROL
 PT0152
 PT0152  NGVD 29 (??/??/92)  433.178  (m)         1421.18   (f) ADJ UNCH    1 2
 PT0152
 PT0152.Superseded values are not recommended for survey control.
 PT0152
 PT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0152.See file dsdata.pdf to determine how the superseded data were derived.
 PT0152
 PT0152_MARKER: DB = BENCH MARK DISK
 PT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0152_STAMPING: E 14 1926
 PT0152_MARK LOGO: CGS
 PT0152_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0152+STABILITY: SURFACE MOTION
 PT0152
 PT0152  HISTORY     - Date     Condition        Report By
 PT0152  HISTORY     - 1926     MONUMENTED       CGS
 PT0152  HISTORY     - 1949     GOOD             CGS
 PT0152
 PT0152                          STATION DESCRIPTION
 PT0152
 PT0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0152'12.5 MI E FROM PIERRE.
 PT0152'12.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0152'PIERRE, HUGHES COUNTY, ABOUT 150 YARDS NORTH OF THE MC GAFFY
 PT0152'RANCH HOUSE, AT A SECTION-LINE ROAD CROSSING, 44.5 FEET SOUTH
 PT0152'OF THE TRACK, 30 FEET WEST OF THE CENTER LINE OF THE SECTION-LINE
 PT0152'ROAD, 7 FEET WEST OF THE FIRST POLE WEST OF THE ROAD, AND 30
 PT0152'FEET EAST OF THE WEST FENCE LINE.  A STANDARD DISK, STAMPED
 PT0152'1421.182 E 14 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0152'ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0031 ***********************************************************************
 OS0031  DESIGNATION -  E 140
 OS0031  PID         -  OS0031
 OS0031  STATE/COUNTY-  SD/LYMAN
 OS0031  COUNTRY     -  US
 OS0031  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 OS0031
 OS0031                         *CURRENT SURVEY CONTROL
 OS0031  ______________________________________________________________________
 OS0031* NAD 83(1986) POSITION- 43 44 00.     (N) 100 01 52.     (W)   SCALED
 OS0031* NAVD 88 ORTHO HEIGHT -   566.181 (meters)     1857.55  (feet) ADJUSTED
 OS0031  ______________________________________________________________________
 OS0031  GEOID HEIGHT    -        -25.565 (meters)                     GEOID18
 OS0031  DYNAMIC HEIGHT  -        565.999 (meters)     1856.95  (feet) COMP
 OS0031  MODELED GRAVITY -    980,280.4   (mgal)                       NAVD 88
 OS0031
 OS0031  VERT ORDER      -  SECOND    CLASS 0
 OS0031
 OS0031.The horizontal coordinates were scaled from a map and have
 OS0031.an estimated accuracy of +/- 6 seconds.
 OS0031
 OS0031.The orthometric height was determined by differential leveling and
 OS0031.adjusted by the NATIONAL GEODETIC SURVEY
 OS0031.in June 1991.
 OS0031
 OS0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0031.GEOID18 height accuracy estimate available here.
 OS0031
 OS0031.Click photographs - Photos may exist for this station.
 OS0031
 OS0031.The dynamic height is computed by dividing the NAVD 88
 OS0031.geopotential number by the normal gravity value computed on the
 OS0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0031.degrees latitude (g = 980.6199 gals.).
 OS0031
 OS0031.The modeled gravity was interpolated from observed gravity values.
 OS0031
 OS0031;                    North         East    Units  Estimated Accuracy
 OS0031;SPC SD S     -   155,570.      624,350.      MT  (+/- 180 meters Scaled)
 OS0031
 OS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP169427(NAD 83)
 OS0031
 OS0031                          SUPERSEDED SURVEY CONTROL
 OS0031
 OS0031  NGVD 29 (??/??/92)  565.793  (m)         1856.27   (f) ADJ UNCH    2 0
 OS0031
 OS0031.Superseded values are not recommended for survey control.
 OS0031
 OS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0031.See file dsdata.pdf to determine how the superseded data were derived.
 OS0031
 OS0031_MARKER: DB = BENCH MARK DISK
 OS0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0031_STAMPING: E 140 1934
 OS0031_MARK LOGO: CGS
 OS0031_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0031+STABILITY: SURFACE MOTION
 OS0031
 OS0031  HISTORY     - Date     Condition        Report By
 OS0031  HISTORY     - 1934     MONUMENTED       CGS
 OS0031  HISTORY     - 1940     GOOD             CGS
 OS0031
 OS0031                          STATION DESCRIPTION
 OS0031
 OS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0031'13.2 MI S FROM PRESHO.
 OS0031'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO,
 OS0031'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT PRESHO,
 OS0031'LYMAN COUNTY, THENCE ABOUT 12.1 MILES SOUTH ALONG U.S. HIGHWAY
 OS0031'183, AT THE NORTH SIDE OF THE WHITE RIVER VALLEY, ON A HILL,
 OS0031'AT A CURVE TO THE NORTHWEST, 83 FEET EAST OF THE CENTER LINE
 OS0031'OF THE HIGHWAY, 2.8 FEET WEST OF A FENCE, IN LINE WITH A ROW OF
 OS0031'POLES, AND 0.5 FOOT EAST OF A WHITE REFERENCE POST STENCLED
 OS0031'U.S.B.M.  A STANDARD DISK, STAMPED E 140 1934 AND SET IN THE
 OS0031'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OS0031
 OS0031                          STATION RECOVERY (1940)
 OS0031
 OS0031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0613 ***********************************************************************
 OR0613  DESIGNATION -  E 141
 OR0613  PID         -  OR0613
 OR0613  STATE/COUNTY-  SD/GREGORY
 OR0613  COUNTRY     -  US
 OR0613  USGS QUAD   -  DIXON (2017)
 OR0613
 OR0613                         *CURRENT SURVEY CONTROL
 OR0613  ______________________________________________________________________
 OR0613* NAD 83(1986) POSITION- 43 26 36.     (N) 099 26 07.     (W)   SCALED
 OR0613* NAVD 88 ORTHO HEIGHT -   599.795 (meters)     1967.83  (feet) ADJUSTED
 OR0613  ______________________________________________________________________
 OR0613  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 OR0613  DYNAMIC HEIGHT  -        599.587 (meters)     1967.15  (feet) COMP
 OR0613  MODELED GRAVITY -    980,254.4   (mgal)                       NAVD 88
 OR0613
 OR0613  VERT ORDER      -  SECOND    CLASS 0
 OR0613
 OR0613.The horizontal coordinates were scaled from a map and have
 OR0613.an estimated accuracy of +/- 6 seconds.
 OR0613
 OR0613.The orthometric height was determined by differential leveling and
 OR0613.adjusted by the NATIONAL GEODETIC SURVEY
 OR0613.in June 1991.
 OR0613
 OR0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0613.GEOID18 height accuracy estimate available here.
 OR0613
 OR0613.Click photographs - Photos may exist for this station.
 OR0613
 OR0613.The dynamic height is computed by dividing the NAVD 88
 OR0613.geopotential number by the normal gravity value computed on the
 OR0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0613.degrees latitude (g = 980.6199 gals.).
 OR0613
 OR0613.The modeled gravity was interpolated from observed gravity values.
 OR0613
 OR0613;                    North         East    Units  Estimated Accuracy
 OR0613;SPC SD S     -   123,700.      672,690.      MT  (+/- 180 meters Scaled)
 OR0613
 OR0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647101(NAD 83)
 OR0613
 OR0613                          SUPERSEDED SURVEY CONTROL
 OR0613
 OR0613  NGVD 29 (??/??/92)  599.466  (m)         1966.75   (f) ADJ UNCH    2 0
 OR0613
 OR0613.Superseded values are not recommended for survey control.
 OR0613
 OR0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0613.See file dsdata.pdf to determine how the superseded data were derived.
 OR0613
 OR0613_MARKER: DB = BENCH MARK DISK
 OR0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0613_STAMPING: E 141 1934
 OR0613_MARK LOGO: CGS
 OR0613_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0613+STABILITY: SURFACE MOTION
 OR0613
 OR0613  HISTORY     - Date     Condition        Report By
 OR0613  HISTORY     - 1934     MONUMENTED       CGS
 OR0613  HISTORY     - 1945     GOOD             CGS
 OR0613  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0613
 OR0613                          STATION DESCRIPTION
 OR0613
 OR0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0613'7.5 MI S FROM IONA.
 OR0613'IN GREGORY COUNTY, 7.5 MILES SOUTH ALONG STATE HIGHWAY 47 FROM
 OR0613'THE POST OFFICE AT IONA, LYMAN COUNTY, 70 FEET WEST OF THE
 OR0613'CENTERLINE OF A SECTION-LINE ROAD, 42 FEET SOUTHWEST OF THE
 OR0613'WEST END OF A 2-FOOT CONCRETE CULVERT, 37 FEET SOUTH OF THE
 OR0613'CENTERLINE OF THE HIGHWAY, 38 FEET SOUTH OF A FENCE CORNER,
 OR0613'AND 0.8 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED E 141
 OR0613'1934 AND SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 OR0613'ABOVE GROUND.
 OR0613
 OR0613                          STATION RECOVERY (1971)
 OR0613
 OR0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0613'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0212 ***********************************************************************
 OR0212  DESIGNATION -  E 142
 OR0212  PID         -  OR0212
 OR0212  STATE/COUNTY-  SD/CHARLES MIX
 OR0212  COUNTRY     -  US
 OR0212  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0212
 OR0212                         *CURRENT SURVEY CONTROL
 OR0212  ______________________________________________________________________
 OR0212* NAD 83(1986) POSITION- 43 09 16.     (N) 098 42 22.     (W)   SCALED
 OR0212* NAVD 88 ORTHO HEIGHT -   456.804 (meters)     1498.70  (feet) ADJUSTED
 OR0212  ______________________________________________________________________
 OR0212  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 OR0212  DYNAMIC HEIGHT  -        456.650 (meters)     1498.19  (feet) COMP
 OR0212  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OR0212
 OR0212  VERT ORDER      -  FIRST     CLASS II
 OR0212
 OR0212.The horizontal coordinates were scaled from a map and have
 OR0212.an estimated accuracy of +/- 6 seconds.
 OR0212
 OR0212.The orthometric height was determined by differential leveling and
 OR0212.adjusted by the NATIONAL GEODETIC SURVEY
 OR0212.in June 1991.
 OR0212
 OR0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0212.GEOID18 height accuracy estimate available here.
 OR0212
 OR0212.Click photographs - Photos may exist for this station.
 OR0212
 OR0212.The dynamic height is computed by dividing the NAVD 88
 OR0212.geopotential number by the normal gravity value computed on the
 OR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0212.degrees latitude (g = 980.6199 gals.).
 OR0212
 OR0212.The modeled gravity was interpolated from observed gravity values.
 OR0212
 OR0212;                    North         East    Units  Estimated Accuracy
 OR0212;SPC SD S     -    92,520.      732,340.      MT  (+/- 180 meters Scaled)
 OR0212
 OR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238780(NAD 83)
 OR0212
 OR0212                          SUPERSEDED SURVEY CONTROL
 OR0212
 OR0212  NGVD 29 (??/??/92)  456.487  (m)         1497.66   (f) ADJ UNCH    1 2
 OR0212
 OR0212.Superseded values are not recommended for survey control.
 OR0212
 OR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0212.See file dsdata.pdf to determine how the superseded data were derived.
 OR0212
 OR0212_MARKER: DB = BENCH MARK DISK
 OR0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0212_STAMPING: E 142 1934
 OR0212_MARK LOGO: CGS
 OR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0212+STABILITY: SURFACE MOTION
 OR0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0212+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0212
 OR0212  HISTORY     - Date     Condition        Report By
 OR0212  HISTORY     - 1934     MONUMENTED       CGS
 OR0212  HISTORY     - 1949     GOOD             CGS
 OR0212  HISTORY     - 20121210 GOOD             INDIV
 OR0212
 OR0212                          STATION DESCRIPTION
 OR0212
 OR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0212'5.9 MI E FROM WHEELER.
 OR0212'ABOUT 5.9 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0212'OF U.S. HIGHWAY 281 AT WHEELER, CHARLES MIX COUNTY, ABOUT 41
 OR0212'YARDS NORTHWEST OF THE SCHOOL BUILDING, AT A TUM TO THE NORTH,
 OR0212'39.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.6 FEET SOUTH
 OR0212'OF THE CORNER POST OF THE SCHOOL FENCE, 1.6 FEET WEST OF THE
 OR0212'FENCE, AND 0.5 FOOT NORTH OF A WHITE REFERENCE POST.  A STANDARD
 OR0212'DISK, STAMPED E 142 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0212'PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK
 OR0212'IS ALSO 7.6 FEET NORTHWEST OF THE CROPS OF ENGINEERS BENCH
 OR0212'MARK CA3/3.
 OR0212
 OR0212                          STATION RECOVERY (2012)
 OR0212
 OR0212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0213 ***********************************************************************
 OR0213  DESIGNATION -  E 142 RESET
 OR0213  PID         -  OR0213
 OR0213  STATE/COUNTY-  SD/CHARLES MIX
 OR0213  COUNTRY     -  US
 OR0213  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0213
 OR0213                         *CURRENT SURVEY CONTROL
 OR0213  ______________________________________________________________________
 OR0213* NAD 83(1986) POSITION- 43 09 17.     (N) 098 42 22.     (W)   SCALED
 OR0213* NAVD 88 ORTHO HEIGHT -   456.97  (meters)     1499.2   (feet) RESET
 OR0213  ______________________________________________________________________
 OR0213  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 OR0213  VERT ORDER      -  THIRD
 OR0213
 OR0213.The horizontal coordinates were scaled from a map and have
 OR0213.an estimated accuracy of +/- 6 seconds.
 OR0213
 OR0213.The orthometric height was computed from unverified reset data.
 OR0213
 OR0213.No vertical observational check was made to the station.
 OR0213
 OR0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0213.GEOID18 height accuracy estimate available here.
 OR0213
 OR0213.Click photographs - Photos may exist for this station.
 OR0213
 OR0213;                    North         East    Units  Estimated Accuracy
 OR0213;SPC SD S     -    92,550.      732,340.      MT  (+/- 180 meters Scaled)
 OR0213
 OR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238780(NAD 83)
 OR0213
 OR0213                          SUPERSEDED SURVEY CONTROL
 OR0213
 OR0213  NGVD 29 (04/17/07)  456.65   (m)         1498.2    (f) RESET       3  
 OR0213
 OR0213.Superseded values are not recommended for survey control.
 OR0213
 OR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0213.See file dsdata.pdf to determine how the superseded data were derived.
 OR0213
 OR0213_MARKER: DV = VERTICAL CONTROL DISK
 OR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0213_STAMPING: E 142 RESET 1974
 OR0213_MARK LOGO: NGS
 OR0213_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0213+STABILITY: SURFACE MOTION
 OR0213
 OR0213  HISTORY     - Date     Condition        Report By
 OR0213  HISTORY     - 1974     MONUMENTED       NGS
 OR0213  HISTORY     - 1975     GOOD             NGS
 OR0213
 OR0213                          STATION DESCRIPTION
 OR0213
 OR0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OR0213'7.3 MI S FROM GEDDES.
 OR0213'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 50 AND THE ROAD
 OR0213'LEADING EAST 1/2 MILE TO GEDDES, GO SOUTH ON HIGHWAY 50 FOR
 OR0213'6.0 MILES TO WHERE IT MAKES A LONG CURVE TO THE EAST, AND A
 OR0213'JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, GO SOUTH ON THE
 OR0213'GRAVELED ROAD 1.3 MILE TO AN OLD SCHOOL HOUSE AND THE MARK ON
 OR0213'THE LEFT AT A CROSSROAD, 204 FEET NORTH OF THE CENTER OF THE
 OR0213'CROSSROAD, 107 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 OR0213'SCHOOLHOUSE, 74 FEET EAST OF THE CENTER OF THE ROAD, 1-FOOT
 OR0213'SOUTH OF THE NORTH SCHOOLYARD FENCE, 1.5 FEET NORTH OF A METAL
 OR0213'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 OR0213'WITH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0112 ***********************************************************************
 OR0112  DESIGNATION -  E 143
 OR0112  PID         -  OR0112
 OR0112  STATE/COUNTY-  SD/BON HOMME
 OR0112  COUNTRY     -  US
 OR0112  USGS QUAD   -  AVON (2017)
 OR0112
 OR0112                         *CURRENT SURVEY CONTROL
 OR0112  ______________________________________________________________________
 OR0112* NAD 83(1986) POSITION- 43 00 16.     (N) 098 05 57.     (W)   SCALED
 OR0112* NAVD 88 ORTHO HEIGHT -   460.782 (meters)     1511.75  (feet) ADJUSTED
 OR0112  ______________________________________________________________________
 OR0112  GEOID HEIGHT    -        -26.209 (meters)                     GEOID18
 OR0112  DYNAMIC HEIGHT  -        460.627 (meters)     1511.24  (feet) COMP
 OR0112  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 OR0112
 OR0112  VERT ORDER      -  SECOND    CLASS 0
 OR0112
 OR0112.The horizontal coordinates were scaled from a map and have
 OR0112.an estimated accuracy of +/- 6 seconds.
 OR0112
 OR0112.The orthometric height was determined by differential leveling and
 OR0112.adjusted by the NATIONAL GEODETIC SURVEY
 OR0112.in June 1991.
 OR0112
 OR0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0112.GEOID18 height accuracy estimate available here.
 OR0112
 OR0112.Click photographs - Photos may exist for this station.
 OR0112
 OR0112.The dynamic height is computed by dividing the NAVD 88
 OR0112.geopotential number by the normal gravity value computed on the
 OR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0112.degrees latitude (g = 980.6199 gals.).
 OR0112
 OR0112.The modeled gravity was interpolated from observed gravity values.
 OR0112
 OR0112;                    North         East    Units  Estimated Accuracy
 OR0112;SPC SD S     -    77,010.      782,130.      MT  (+/- 180 meters Scaled)
 OR0112
 OR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN734617(NAD 83)
 OR0112
 OR0112                          SUPERSEDED SURVEY CONTROL
 OR0112
 OR0112  NGVD 29 (??/??/92)  460.504  (m)         1510.84   (f) ADJ UNCH    2 0
 OR0112
 OR0112.Superseded values are not recommended for survey control.
 OR0112
 OR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0112.See file dsdata.pdf to determine how the superseded data were derived.
 OR0112
 OR0112_MARKER: DB = BENCH MARK DISK
 OR0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0112_STAMPING: E 143 1934
 OR0112_MARK LOGO: CGS
 OR0112_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0112+STABILITY: SURFACE MOTION
 OR0112
 OR0112  HISTORY     - Date     Condition        Report By
 OR0112  HISTORY     - 1934     MONUMENTED       CGS
 OR0112
 OR0112                          STATION DESCRIPTION
 OR0112
 OR0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0112'1.9 MI W FROM AVON.
 OR0112'1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0112'RAILROAD FROM THE STATION AT AVON, BON HOMME COUNTY, 71 FEET
 OR0112'WEST OF THE CENTER OF A ROAD CROSSING, 36.7 FEET NORTH OF THE
 OR0112'NORTH RAIL, AND 10.9 FEET SOUTH OF A BOARD SNOW-FENCE.  A
 OR0112'STANDARD DISK, STAMPED E 143 1934 AND SET IN THE TOP OF A CONCRETE
 OR0112'POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0082 ***********************************************************************
 OR0082  DESIGNATION -  E 144
 OR0082  PID         -  OR0082
 OR0082  STATE/COUNTY-  SD/DOUGLAS
 OR0082  COUNTRY     -  US
 OR0082  USGS QUAD   -  CORSICA (2017)
 OR0082
 OR0082                         *CURRENT SURVEY CONTROL
 OR0082  ______________________________________________________________________
 OR0082* NAD 83(1986) POSITION- 43 27 22.     (N) 098 24 36.     (W)   SCALED
 OR0082* NAVD 88 ORTHO HEIGHT -   484.240 (meters)     1588.71  (feet) ADJUSTED
 OR0082  ______________________________________________________________________
 OR0082  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 OR0082  DYNAMIC HEIGHT  -        484.093 (meters)     1588.23  (feet) COMP
 OR0082  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 OR0082
 OR0082  VERT ORDER      -  SECOND    CLASS 0
 OR0082
 OR0082.The horizontal coordinates were scaled from a map and have
 OR0082.an estimated accuracy of +/- 6 seconds.
 OR0082
 OR0082.The orthometric height was determined by differential leveling and
 OR0082.adjusted by the NATIONAL GEODETIC SURVEY
 OR0082.in June 1991.
 OR0082
 OR0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0082.GEOID18 height accuracy estimate available here.
 OR0082
 OR0082.Click photographs - Photos may exist for this station.
 OR0082
 OR0082.The dynamic height is computed by dividing the NAVD 88
 OR0082.geopotential number by the normal gravity value computed on the
 OR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0082.degrees latitude (g = 980.6199 gals.).
 OR0082
 OR0082.The modeled gravity was interpolated from observed gravity values.
 OR0082
 OR0082;                    North         East    Units  Estimated Accuracy
 OR0082;SPC SD S     -   126,530.      755,640.      MT  (+/- 180 meters Scaled)
 OR0082
 OR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP477116(NAD 83)
 OR0082
 OR0082                          SUPERSEDED SURVEY CONTROL
 OR0082
 OR0082  NGVD 29 (??/??/92)  483.913  (m)         1587.64   (f) ADJ UNCH    2 0
 OR0082
 OR0082.Superseded values are not recommended for survey control.
 OR0082
 OR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0082.See file dsdata.pdf to determine how the superseded data were derived.
 OR0082
 OR0082_MARKER: DB = BENCH MARK DISK
 OR0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0082_STAMPING: E 144 1934
 OR0082_MARK LOGO: CGS
 OR0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0082+STABILITY: SURFACE MOTION
 OR0082
 OR0082  HISTORY     - Date     Condition        Report By
 OR0082  HISTORY     - 1934     MONUMENTED       CGS
 OR0082
 OR0082                          STATION DESCRIPTION
 OR0082
 OR0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0082'2.2 MI N FROM CORSICA.
 OR0082'ABOUT 2.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0082'PACIFIC RAILROAD FROM THE STATION AT CORSICA, DOUGLAS COUNTY,
 OR0082'AT THE CROSSING OF A SECTION ROAD, 69 FEET SOUTH OF THE CENTER
 OR0082'LINE OF THE SECTION ROAD, 46 FEET EAST OF THE CENTER LINE OF
 OR0082'STATE HIGHWAY 41, AND 32.6 FEET WEST OF THE WEST RAIL.  A STANDARD
 OR0082'DISK, STAMPED E 144 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0082'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0462 ***********************************************************************
 OQ0462  DESIGNATION -  E 145
 OQ0462  PID         -  OQ0462
 OQ0462  STATE/COUNTY-  SD/HUTCHINSON
 OQ0462  COUNTRY     -  US
 OQ0462  USGS QUAD   -  TRIPP (2017)
 OQ0462
 OQ0462                         *CURRENT SURVEY CONTROL
 OQ0462  ______________________________________________________________________
 OQ0462* NAD 83(1986) POSITION- 43 13 09.     (N) 097 57 24.     (W)   SCALED
 OQ0462* NAVD 88 ORTHO HEIGHT -   470.372 (meters)     1543.21  (feet) ADJUSTED
 OQ0462  ______________________________________________________________________
 OQ0462  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 OQ0462  DYNAMIC HEIGHT  -        470.222 (meters)     1542.72  (feet) COMP
 OQ0462  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 OQ0462
 OQ0462  VERT ORDER      -  SECOND    CLASS 0
 OQ0462
 OQ0462.The horizontal coordinates were scaled from a map and have
 OQ0462.an estimated accuracy of +/- 6 seconds.
 OQ0462
 OQ0462.The orthometric height was determined by differential leveling and
 OQ0462.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0462.in June 1991.
 OQ0462
 OQ0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0462.GEOID18 height accuracy estimate available here.
 OQ0462
 OQ0462.Click photographs - Photos may exist for this station.
 OQ0462
 OQ0462.The dynamic height is computed by dividing the NAVD 88
 OQ0462.geopotential number by the normal gravity value computed on the
 OQ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0462.degrees latitude (g = 980.6199 gals.).
 OQ0462
 OQ0462.The modeled gravity was interpolated from observed gravity values.
 OQ0462
 OQ0462;                    North         East    Units  Estimated Accuracy
 OQ0462;SPC SD S     -   101,170.      793,070.      MT  (+/- 180 meters Scaled)
 OQ0462
 OQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN847856(NAD 83)
 OQ0462
 OQ0462                          SUPERSEDED SURVEY CONTROL
 OQ0462
 OQ0462  NGVD 29 (??/??/92)  470.059  (m)         1542.19   (f) ADJ UNCH    2 0
 OQ0462
 OQ0462.Superseded values are not recommended for survey control.
 OQ0462
 OQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0462.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0462
 OQ0462_MARKER: DB = BENCH MARK DISK
 OQ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0462_STAMPING: E 145 1934
 OQ0462_MARK LOGO: CGS
 OQ0462_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0462+STABILITY: SURFACE MOTION
 OQ0462
 OQ0462  HISTORY     - Date     Condition        Report By
 OQ0462  HISTORY     - 1934     MONUMENTED       CGS
 OQ0462  HISTORY     - 1974     MARK NOT FOUND   USGS
 OQ0462
 OQ0462                          STATION DESCRIPTION
 OQ0462
 OQ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0462'0.5 MI SE FROM TRIPP.
 OQ0462'0.5 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0462'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OQ0462'0.4 MILE NORTHWEST OF A SECTION-LINE ROAD CROSSING, 46 FEET
 OQ0462'NORTHEAST OF THE NORTHEAST RAIL, 54 FEET NORTHWEST OF A FENCE
 OQ0462'CORNER, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 OQ0462'STANDARD DISK, STAMPED E 145 1934 AND SET IN THE TOP OF A CONCRETE
 OQ0462'POST PROJECTING 4 INCHES ABOVE GROUND.
 OQ0462
 OQ0462                          STATION RECOVERY (1974)
 OQ0462
 OQ0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OQ0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0980 ***********************************************************************
 NM0980  DESIGNATION -  E 146
 NM0980  PID         -  NM0980
 NM0980  STATE/COUNTY-  SD/YANKTON
 NM0980  COUNTRY     -  US
 NM0980  USGS QUAD   -  YANKTON (2017)
 NM0980
 NM0980                         *CURRENT SURVEY CONTROL
 NM0980  ______________________________________________________________________
 NM0980* NAD 83(1986) POSITION- 42 55 08.     (N) 097 25 22.     (W)   SCALED
 NM0980* NAVD 88 ORTHO HEIGHT -   399.386 (meters)     1310.32  (feet) ADJUSTED
 NM0980  ______________________________________________________________________
 NM0980  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 NM0980  DYNAMIC HEIGHT  -        399.269 (meters)     1309.94  (feet) COMP
 NM0980  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 NM0980
 NM0980  VERT ORDER      -  SECOND    CLASS 0
 NM0980
 NM0980.The horizontal coordinates were scaled from a map and have
 NM0980.an estimated accuracy of +/- 6 seconds.
 NM0980
 NM0980.The orthometric height was determined by differential leveling and
 NM0980.adjusted by the NATIONAL GEODETIC SURVEY
 NM0980.in June 1991.
 NM0980
 NM0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0980.GEOID18 height accuracy estimate available here.
 NM0980
 NM0980.Click photographs - Photos may exist for this station.
 NM0980
 NM0980.The dynamic height is computed by dividing the NAVD 88
 NM0980.geopotential number by the normal gravity value computed on the
 NM0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0980.degrees latitude (g = 980.6199 gals.).
 NM0980
 NM0980.The modeled gravity was interpolated from observed gravity values.
 NM0980
 NM0980;                    North         East    Units  Estimated Accuracy
 NM0980;SPC SD S     -    69,210.      837,590.      MT  (+/- 180 meters Scaled)
 NM0980
 NM0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN287530(NAD 83)
 NM0980
 NM0980                          SUPERSEDED SURVEY CONTROL
 NM0980
 NM0980  NGVD 29 (??/??/92)  399.172  (m)         1309.62   (f) ADJ UNCH    2 0
 NM0980
 NM0980.Superseded values are not recommended for survey control.
 NM0980
 NM0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0980.See file dsdata.pdf to determine how the superseded data were derived.
 NM0980
 NM0980_MARKER: DB = BENCH MARK DISK
 NM0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0980_STAMPING: E 146 1934
 NM0980_MARK LOGO: CGS
 NM0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0980+STABILITY: SURFACE MOTION
 NM0980
 NM0980  HISTORY     - Date     Condition        Report By
 NM0980  HISTORY     - 1934     MONUMENTED       CGS
 NM0980  HISTORY     - 1946     GOOD             CGS
 NM0980
 NM0980                          STATION DESCRIPTION
 NM0980
 NM0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0980'3.5 MI NW FROM YANKTON.
 NM0980'3.5 MILES NORTHWEST OF STATION ALONG C.M.ST.P. AND P.R.R. AT
 NM0980'YANKTON, 0.4 OF MILE SOUTHEAST OF M.P. 156, 500 YARDS SOUTH OF
 NM0980'SOUTH END OF WOOD TRESTLE UNDER TRACKS, 334 YARDS SOUTH OF
 NM0980'CENTERLINE OF FARM ROAD CROSSING TRACKS, 86 FEET SOUTH OF A LINE
 NM0980'FENCE JOINING R/W FENCE, 46.6 FEET EAST OF EAST RAIL OF TRACK,
 NM0980'1.5 FEET WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 NM0980'CONCRETE POST 6 INCHES HIGH.
 NM0980
 NM0980                          STATION RECOVERY (1946)
 NM0980
 NM0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0065 ***********************************************************************
 OR0065  DESIGNATION -  E 147
 OR0065  PID         -  OR0065
 OR0065  STATE/COUNTY-  SD/DAVISON
 OR0065  COUNTRY     -  US
 OR0065  USGS QUAD   -  MITCHELL (2017)
 OR0065
 OR0065                         *CURRENT SURVEY CONTROL
 OR0065  ______________________________________________________________________
 OR0065* NAD 83(1986) POSITION- 43 42 25.     (N) 098 01 14.     (W)   SCALED
 OR0065* NAVD 88 ORTHO HEIGHT -   397.173 (meters)     1303.06  (feet) ADJUSTED
 OR0065  ______________________________________________________________________
 OR0065  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 OR0065  DYNAMIC HEIGHT  -        397.074 (meters)     1302.73  (feet) COMP
 OR0065  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 OR0065
 OR0065  VERT ORDER      -  SECOND    CLASS 0
 OR0065
 OR0065.The horizontal coordinates were scaled from a map and have
 OR0065.an estimated accuracy of +/- 6 seconds.
 OR0065
 OR0065.The orthometric height was determined by differential leveling and
 OR0065.adjusted by the NATIONAL GEODETIC SURVEY
 OR0065.in June 1991.
 OR0065
 OR0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0065.GEOID18 height accuracy estimate available here.
 OR0065
 OR0065.Click photographs - Photos may exist for this station.
 OR0065
 OR0065.The dynamic height is computed by dividing the NAVD 88
 OR0065.geopotential number by the normal gravity value computed on the
 OR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0065.degrees latitude (g = 980.6199 gals.).
 OR0065
 OR0065.The modeled gravity was interpolated from observed gravity values.
 OR0065
 OR0065;                    North         East    Units  Estimated Accuracy
 OR0065;SPC SD S     -   155,190.      786,370.      MT  (+/- 180 meters Scaled)
 OR0065
 OR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP789397(NAD 83)
 OR0065
 OR0065                          SUPERSEDED SURVEY CONTROL
 OR0065
 OR0065  NGVD 29 (??/??/92)  396.877  (m)         1302.09   (f) ADJ UNCH    2 0
 OR0065
 OR0065.Superseded values are not recommended for survey control.
 OR0065
 OR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0065.See file dsdata.pdf to determine how the superseded data were derived.
 OR0065
 OR0065_MARKER: DB = BENCH MARK DISK
 OR0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0065_STAMPING: E 147 1934
 OR0065_MARK LOGO: CGS
 OR0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0065+STABILITY: SURFACE MOTION
 OR0065
 OR0065  HISTORY     - Date     Condition        Report By
 OR0065  HISTORY     - 1934     MONUMENTED       CGS
 OR0065  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0065
 OR0065                          STATION DESCRIPTION
 OR0065
 OR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0065'AT MITCHELL.
 OR0065'AT MITCHELL, DAVISON COUNTY, ABOUT 1,269 FEET SOUTHEAST OF THE
 OR0065'SOUTHEAST END OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0065'RAILROAD STATION, ABOUT 507 FEET NORTHWEST OF THE SOUTHWEST
 OR0065'SECTION OF AN UNDERPASS, ABOUT 507 FEET NORTHWEST OF A RAILROAD
 OR0065'JUNCTION, 61 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 OR0065'TRACK, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDETRACK,
 OR0065'AND 7.5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 OR0065'E 147 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0065'ABOUT 4 INCHES ABOVE GROUND.
 OR0065
 OR0065                          STATION RECOVERY (1991)
 OR0065
 OR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0065'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0389 ***********************************************************************
 OQ0389  DESIGNATION -  E 149
 OQ0389  PID         -  OQ0389
 OQ0389  STATE/COUNTY-  SD/TURNER
 OQ0389  COUNTRY     -  US
 OQ0389  USGS QUAD   -  MARION (2017)
 OQ0389
 OQ0389                         *CURRENT SURVEY CONTROL
 OQ0389  ______________________________________________________________________
 OQ0389* NAD 83(1986) POSITION- 43 25 01.     (N) 097 16 48.     (W)   SCALED
 OQ0389* NAVD 88 ORTHO HEIGHT -   442.658 (meters)     1452.29  (feet) ADJUSTED
 OQ0389  ______________________________________________________________________
 OQ0389  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 OQ0389  DYNAMIC HEIGHT  -        442.539 (meters)     1451.90  (feet) COMP
 OQ0389  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 OQ0389
 OQ0389  VERT ORDER      -  SECOND    CLASS 0
 OQ0389
 OQ0389.The horizontal coordinates were scaled from a map and have
 OQ0389.an estimated accuracy of +/- 6 seconds.
 OQ0389
 OQ0389.The orthometric height was determined by differential leveling and
 OQ0389.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0389.in June 1991.
 OQ0389
 OQ0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0389.GEOID18 height accuracy estimate available here.
 OQ0389
 OQ0389.Click photographs - Photos may exist for this station.
 OQ0389
 OQ0389.The dynamic height is computed by dividing the NAVD 88
 OQ0389.geopotential number by the normal gravity value computed on the
 OQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0389.degrees latitude (g = 980.6199 gals.).
 OQ0389
 OQ0389.The modeled gravity was interpolated from observed gravity values.
 OQ0389
 OQ0389;                    North         East    Units  Estimated Accuracy
 OQ0389;SPC SD S     -   124,920.      847,200.      MT  (+/- 180 meters Scaled)
 OQ0389
 OQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP392085(NAD 83)
 OQ0389
 OQ0389                          SUPERSEDED SURVEY CONTROL
 OQ0389
 OQ0389  NGVD 29 (??/??/92)  442.389  (m)         1451.40   (f) ADJ UNCH    2 0
 OQ0389
 OQ0389.Superseded values are not recommended for survey control.
 OQ0389
 OQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0389.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0389
 OQ0389_MARKER: DB = BENCH MARK DISK
 OQ0389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0389_STAMPING: E 149 1934
 OQ0389_MARK LOGO: CGS
 OQ0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0389
 OQ0389  HISTORY     - Date     Condition        Report By
 OQ0389  HISTORY     - 1934     MONUMENTED       CGS
 OQ0389  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 OQ0389
 OQ0389                          STATION DESCRIPTION
 OQ0389
 OQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0389'1.2 MI SW FROM MARION.
 OQ0389'LOCATED 12. MILES SOUTHWEST OF THE RWY. STATION AT MARION,
 OQ0389'ALONG THE C.M. ST. P. AND P., 65 FT. EAST OF CENTERLINE OF A
 OQ0389'SECTION LINE ROAD THAT CROSSES TRACK, 46 FT. NORTH OF NORTH
 OQ0389'RAIL OF TRACK, 43 FT. EAST OF CORNER OF A FENCE, 1.3 FT. SOUTH
 OQ0389'OF R/W FENCE.  STANDARD TABLET SET IN TOP OF A CONCRETE POST
 OQ0389'6 IN HIGH.  STAMPED E-149--1934.
 OQ0389
 OQ0389                          STATION RECOVERY (1981)
 OQ0389
 OQ0389'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 OQ0389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0019 ***********************************************************************
 PT0019  DESIGNATION -  E 15
 PT0019  PID         -  PT0019
 PT0019  STATE/COUNTY-  SD/SULLY
 PT0019  COUNTRY     -  US
 PT0019  USGS QUAD   -  AGAR NE (2017)
 PT0019
 PT0019                         *CURRENT SURVEY CONTROL
 PT0019  ______________________________________________________________________
 PT0019* NAD 83(1986) POSITION- 44 53 20.     (N) 100 04 30.     (W)   SCALED
 PT0019* NAVD 88 ORTHO HEIGHT -   577.244 (meters)     1893.84  (feet) ADJUSTED
 PT0019  ______________________________________________________________________
 PT0019  GEOID HEIGHT    -        -22.724 (meters)                     GEOID18
 PT0019  DYNAMIC HEIGHT  -        577.148 (meters)     1893.53  (feet) COMP
 PT0019  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 PT0019
 PT0019  VERT ORDER      -  FIRST     CLASS II
 PT0019
 PT0019.The horizontal coordinates were scaled from a map and have
 PT0019.an estimated accuracy of +/- 6 seconds.
 PT0019
 PT0019.The orthometric height was determined by differential leveling and
 PT0019.adjusted by the NATIONAL GEODETIC SURVEY
 PT0019.in June 1991.
 PT0019
 PT0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0019.GEOID18 height accuracy estimate available here.
 PT0019
 PT0019.Click photographs - Photos may exist for this station.
 PT0019
 PT0019.The dynamic height is computed by dividing the NAVD 88
 PT0019.geopotential number by the normal gravity value computed on the
 PT0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0019.degrees latitude (g = 980.6199 gals.).
 PT0019
 PT0019.The modeled gravity was interpolated from observed gravity values.
 PT0019
 PT0019;                    North         East    Units  Estimated Accuracy
 PT0019;SPC SD N     -   117,300.      594,080.      MT  (+/- 180 meters Scaled)
 PT0019
 PT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ151711(NAD 83)
 PT0019
 PT0019                          SUPERSEDED SURVEY CONTROL
 PT0019
 PT0019  NGVD 29 (??/??/92)  576.874  (m)         1892.63   (f) ADJ UNCH    1 2
 PT0019
 PT0019.Superseded values are not recommended for survey control.
 PT0019
 PT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0019.See file dsdata.pdf to determine how the superseded data were derived.
 PT0019
 PT0019_MARKER: DB = BENCH MARK DISK
 PT0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0019_STAMPING: 1892.627 E 15 1926
 PT0019_MARK LOGO: CGS
 PT0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0019+STABILITY: SURFACE MOTION
 PT0019
 PT0019  HISTORY     - Date     Condition        Report By
 PT0019  HISTORY     - 1926     MONUMENTED       CGS
 PT0019  HISTORY     - 1946     GOOD             CGS
 PT0019
 PT0019                          STATION DESCRIPTION
 PT0019
 PT0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0019'2.5 MI S FROM GORMAN.
 PT0019'IN SULLY COUNTY, ABOUT 2.5 MILES SOUTH ALONG THE CHICAGO AND
 PT0019'NORTH WESTERN RAILWAY FROM GORMAN, POTTER COUNTY, ABOUT 175
 PT0019'FEET NORTHEAST OF BRIDGE D 620, AT A PRIVATE-ROAD CROSSING,
 PT0019'45 FEET EAST OF THE CENTER LINE OF THE TRACK, 15.5 FEET SOUTHWEST
 PT0019'OF THE SOUTH GATEPOST AT THE PRIVATE ROAD, 5 FEET WEST OF THE
 PT0019'EAST RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.  A
 PT0019'STANDARD DISK, STAMPED 1892.627 E 15 1926 AND SET IN THE TOP
 PT0019'OF A CONCRETE POST.  NOTE-- MARK IS IN SULLY COUNTY INSTEAD
 PT0019'OF POTTER COUNTY.
 PT0019
 PT0019                          STATION RECOVERY (1946)
 PT0019
 PT0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PT0019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1353 ***********************************************************************
 NM1353  DESIGNATION -  E 150
 NM1353  PID         -  NM1353
 NM1353  STATE/COUNTY-  SD/BON HOMME
 NM1353  COUNTRY     -  US
 NM1353  USGS QUAD   -  KINGSBURG (2017)
 NM1353
 NM1353                         *CURRENT SURVEY CONTROL
 NM1353  ______________________________________________________________________
 NM1353* NAD 83(1986) POSITION- 42 56 02.     (N) 097 54 39.     (W)   SCALED
 NM1353* NAVD 88 ORTHO HEIGHT -   430.122 (meters)     1411.16  (feet) ADJUSTED
 NM1353  ______________________________________________________________________
 NM1353  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 NM1353  DYNAMIC HEIGHT  -        429.983 (meters)     1410.70  (feet) COMP
 NM1353  MODELED GRAVITY -    980,286.1   (mgal)                       NAVD 88
 NM1353
 NM1353  VERT ORDER      -  SECOND    CLASS 0
 NM1353
 NM1353.The horizontal coordinates were scaled from a map and have
 NM1353.an estimated accuracy of +/- 6 seconds.
 NM1353
 NM1353.The orthometric height was determined by differential leveling and
 NM1353.adjusted by the NATIONAL GEODETIC SURVEY
 NM1353.in June 1991.
 NM1353
 NM1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1353.GEOID18 height accuracy estimate available here.
 NM1353
 NM1353.Click photographs - Photos may exist for this station.
 NM1353
 NM1353.The dynamic height is computed by dividing the NAVD 88
 NM1353.geopotential number by the normal gravity value computed on the
 NM1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1353.degrees latitude (g = 980.6199 gals.).
 NM1353
 NM1353.The modeled gravity was interpolated from observed gravity values.
 NM1353
 NM1353;                    North         East    Units  Estimated Accuracy
 NM1353;SPC SD S     -    69,600.      797,710.      MT  (+/- 180 meters Scaled)
 NM1353
 NM1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN888540(NAD 83)
 NM1353
 NM1353                          SUPERSEDED SURVEY CONTROL
 NM1353
 NM1353  NGVD 29 (??/??/92)  429.874  (m)         1410.34   (f) ADJ UNCH    2 0
 NM1353
 NM1353.Superseded values are not recommended for survey control.
 NM1353
 NM1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1353.See file dsdata.pdf to determine how the superseded data were derived.
 NM1353
 NM1353_MARKER: DB = BENCH MARK DISK
 NM1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1353_STAMPING: E 150 1934
 NM1353_MARK LOGO: CGS
 NM1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1353+STABILITY: SURFACE MOTION
 NM1353
 NM1353  HISTORY     - Date     Condition        Report By
 NM1353  HISTORY     - 1934     MONUMENTED       CGS
 NM1353  HISTORY     - 1974     GOOD             USGS
 NM1353
 NM1353                          STATION DESCRIPTION
 NM1353
 NM1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1353'4.7 MI SW FROM TYNDALL.
 NM1353'4.7 MILES SOUTHWEST OF THE RWY. STATION AT TYNDALL, 250 YARDS
 NM1353'NORTHEAST OF MILE POST 49, 90 FT. EAST OF INTERSECTION OF
 NM1353'CENTERLINES OF THE TRACK AND A NORTH-SOUTH SECTION LINE ROAD,
 NM1353'47 FT. SOUTHEAST OF EAST RAIL OF TRACK, 1 FT. NORTHWEST OF
 NM1353'R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF A CONCRETE POST
 NM1353'4 IN HIGH, STAMPED E 150 1934.
 NM1353
 NM1353                          STATION RECOVERY (1974)
 NM1353
 NM1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0399 ***********************************************************************
 OQ0399  DESIGNATION -  E 151
 OQ0399  PID         -  OQ0399
 OQ0399  STATE/COUNTY-  SD/TURNER
 OQ0399  COUNTRY     -  US
 OQ0399  USGS QUAD   -  VIBORG (2017)
 OQ0399
 OQ0399                         *CURRENT SURVEY CONTROL
 OQ0399  ______________________________________________________________________
 OQ0399* NAD 83(1986) POSITION- 43 09 08.     (N) 097 05 52.     (W)   SCALED
 OQ0399* NAVD 88 ORTHO HEIGHT -   398.539 (meters)     1307.54  (feet) ADJUSTED
 OQ0399  ______________________________________________________________________
 OQ0399  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 OQ0399  DYNAMIC HEIGHT  -        398.423 (meters)     1307.16  (feet) COMP
 OQ0399  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 OQ0399
 OQ0399  VERT ORDER      -  SECOND    CLASS 0
 OQ0399
 OQ0399.The horizontal coordinates were scaled from a map and have
 OQ0399.an estimated accuracy of +/- 6 seconds.
 OQ0399
 OQ0399.The orthometric height was determined by differential leveling and
 OQ0399.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0399.in June 1991.
 OQ0399
 OQ0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0399.GEOID18 height accuracy estimate available here.
 OQ0399
 OQ0399.Click photographs - Photos may exist for this station.
 OQ0399
 OQ0399.The dynamic height is computed by dividing the NAVD 88
 OQ0399.geopotential number by the normal gravity value computed on the
 OQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0399.degrees latitude (g = 980.6199 gals.).
 OQ0399
 OQ0399.The modeled gravity was interpolated from observed gravity values.
 OQ0399
 OQ0399;                    North         East    Units  Estimated Accuracy
 OQ0399;SPC SD S     -    96,100.      863,100.      MT  (+/- 180 meters Scaled)
 OQ0399
 OQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN546794(NAD 83)
 OQ0399
 OQ0399                          SUPERSEDED SURVEY CONTROL
 OQ0399
 OQ0399  NGVD 29 (??/??/92)  398.315  (m)         1306.81   (f) ADJ UNCH    2 0
 OQ0399
 OQ0399.Superseded values are not recommended for survey control.
 OQ0399
 OQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0399.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0399
 OQ0399_MARKER: DB = BENCH MARK DISK
 OQ0399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0399_STAMPING: E 151 1934
 OQ0399_MARK LOGO: CGS
 OQ0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0399
 OQ0399  HISTORY     - Date     Condition        Report By
 OQ0399  HISTORY     - 1934     MONUMENTED       CGS
 OQ0399
 OQ0399                          STATION DESCRIPTION
 OQ0399
 OQ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0399'1.6 MI SW FROM VIBORG.
 OQ0399'LOCATED 1.6 MILES SOUTHWEST OF STATION AT VIBORG, ALONG GREAT
 OQ0399'NORTHERN RWY., 0.1 OF MILE NORTHWEST OF M.P. 181, 870 FEET
 OQ0399'SOUTHWEST OF SOUTHWEST CORNER OF WOOD TRESTLE 180.7, 75 FEET
 OQ0399'SOUTHWEST OF CENTERLINE OF A FARM TRAIL CROSSING TRACK, 46.1
 OQ0399'FEET NORTH WEST OF NORTHWEST RAIL, 1.1 FEET SOUTHEAST OF R/W FENCE.
 OQ0399'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 OQ0399'STAMPED E-151--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0768 ***********************************************************************
 NM0768  DESIGNATION -  E 152
 NM0768  PID         -  NM0768
 NM0768  STATE/COUNTY-  SD/UNION
 NM0768  COUNTRY     -  US
 NM0768  USGS QUAD   -  ELK POINT (2017)
 NM0768
 NM0768                         *CURRENT SURVEY CONTROL
 NM0768  ______________________________________________________________________
 NM0768* NAD 83(1986) POSITION- 42 41 15.     (N) 096 40 56.     (W)   SCALED
 NM0768* NAVD 88 ORTHO HEIGHT -   343.551 (meters)     1127.13  (feet) ADJUSTED
 NM0768  ______________________________________________________________________
 NM0768  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 NM0768  DYNAMIC HEIGHT  -        343.451 (meters)     1126.81  (feet) COMP
 NM0768  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 NM0768
 NM0768  VERT ORDER      -  FIRST     CLASS II
 NM0768
 NM0768.The horizontal coordinates were scaled from a map and have
 NM0768.an estimated accuracy of +/- 6 seconds.
 NM0768
 NM0768.The orthometric height was determined by differential leveling and
 NM0768.adjusted by the NATIONAL GEODETIC SURVEY
 NM0768.in June 1991.
 NM0768
 NM0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0768.GEOID18 height accuracy estimate available here.
 NM0768
 NM0768.Click photographs - Photos may exist for this station.
 NM0768
 NM0768.The dynamic height is computed by dividing the NAVD 88
 NM0768.geopotential number by the normal gravity value computed on the
 NM0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0768.degrees latitude (g = 980.6199 gals.).
 NM0768
 NM0768.The modeled gravity was interpolated from observed gravity values.
 NM0768
 NM0768;                    North         East    Units  Estimated Accuracy
 NM0768;SPC SD S     -    45,920.      899,130.      MT  (+/- 180 meters Scaled)
 NM0768
 NM0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN898287(NAD 83)
 NM0768
 NM0768                          SUPERSEDED SURVEY CONTROL
 NM0768
 NM0768  NGVD 29 (??/??/92)  343.375  (m)         1126.56   (f) ADJ UNCH    1 2
 NM0768
 NM0768.Superseded values are not recommended for survey control.
 NM0768
 NM0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0768.See file dsdata.pdf to determine how the superseded data were derived.
 NM0768
 NM0768_MARKER: DB = BENCH MARK DISK
 NM0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0768_STAMPING: E 152 1934
 NM0768_MARK LOGO: CGS
 NM0768_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0768+STABILITY: SURFACE MOTION
 NM0768
 NM0768  HISTORY     - Date     Condition        Report By
 NM0768  HISTORY     - 1934     MONUMENTED       CGS
 NM0768  HISTORY     - 1948     GOOD             CGS
 NM0768  HISTORY     - 19900425 MARK NOT FOUND   NGS
 NM0768  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0768
 NM0768                          STATION DESCRIPTION
 NM0768
 NM0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0768'AT ELK POINT.
 NM0768'AT ELK POINT, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0768'RAILROAD, IN THE NORTHWEST QUARTER OF THE THIRD STREET CROSSING
 NM0768'WEST OF THE STATION, 54.0 FEET WEST OF THE CENTER LINE OF THE
 NM0768'STREET, 30.5 FEET NORTH OF THE NORTHRAIL OF THE MAIN TRACK, 1.0
 NM0768'FOOT SOUTH OF A HEDGE, 1.0 FOOT EAST OF A REFERENCE POST, SET IN
 NM0768'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0768
 NM0768                          STATION RECOVERY (1990)
 NM0768
 NM0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0768'THERE HAS BEEN GRADING IN THE AREA.
 NM0768
 NM0768                          STATION RECOVERY (2012)
 NM0768
 NM0768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0768'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0224 ***********************************************************************
 QR0224  DESIGNATION -  E 16
 QR0224  PID         -  QR0224
 QR0224  STATE/COUNTY-  SD/FAULK
 QR0224  COUNTRY     -  US
 QR0224  USGS QUAD   -  BURKMERE (2017)
 QR0224
 QR0224                         *CURRENT SURVEY CONTROL
 QR0224  ______________________________________________________________________
 QR0224* NAD 83(1986) POSITION- 45 02 57.     (N) 099 17 16.     (W)   SCALED
 QR0224* NAVD 88 ORTHO HEIGHT -   533.713 (meters)     1751.02  (feet) ADJUSTED
 QR0224  ______________________________________________________________________
 QR0224  GEOID HEIGHT    -        -23.357 (meters)                     GEOID18
 QR0224  DYNAMIC HEIGHT  -        533.639 (meters)     1750.78  (feet) COMP
 QR0224  MODELED GRAVITY -    980,462.4   (mgal)                       NAVD 88
 QR0224
 QR0224  VERT ORDER      -  FIRST     CLASS II
 QR0224
 QR0224.The horizontal coordinates were scaled from a map and have
 QR0224.an estimated accuracy of +/- 6 seconds.
 QR0224
 QR0224.The orthometric height was determined by differential leveling and
 QR0224.adjusted by the NATIONAL GEODETIC SURVEY
 QR0224.in June 1991.
 QR0224
 QR0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0224.GEOID18 height accuracy estimate available here.
 QR0224
 QR0224.Click photographs - Photos may exist for this station.
 QR0224
 QR0224.The dynamic height is computed by dividing the NAVD 88
 QR0224.geopotential number by the normal gravity value computed on the
 QR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0224.degrees latitude (g = 980.6199 gals.).
 QR0224
 QR0224.The modeled gravity was interpolated from observed gravity values.
 QR0224
 QR0224;                    North         East    Units  Estimated Accuracy
 QR0224;SPC SD N     -   135,350.      656,100.      MT  (+/- 180 meters Scaled)
 QR0224
 QR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ773884(NAD 83)
 QR0224
 QR0224                          SUPERSEDED SURVEY CONTROL
 QR0224
 QR0224  NGVD 29 (??/??/92)  533.355  (m)         1749.85   (f) ADJ UNCH    1 2
 QR0224
 QR0224.Superseded values are not recommended for survey control.
 QR0224
 QR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0224.See file dsdata.pdf to determine how the superseded data were derived.
 QR0224
 QR0224_MARKER: DB = BENCH MARK DISK
 QR0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0224_STAMPING: 1749.849 E 16 1926
 QR0224_MARK LOGO: CGS
 QR0224_PROJECTION: RECESSED 10 CENTIMETERS
 QR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0224+STABILITY: SURFACE MOTION
 QR0224
 QR0224  HISTORY     - Date     Condition        Report By
 QR0224  HISTORY     - 1926     MONUMENTED       CGS
 QR0224  HISTORY     - 1973     GOOD             NGS
 QR0224
 QR0224                          STATION DESCRIPTION
 QR0224
 QR0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0224'1.2 MI E FROM BURKMERE.
 QR0224'ABOUT 1.25 MILES EAST ALONG THE ABANDONED CHICAGO AND NORTH
 QR0224'WESTERN RAILWAY AT A SECTION LINE TRACK ROAD CROSSING, 35 FEET
 QR0224'NORTH OF THE ABANDONED RAILWAY, 33 FEET WEST OF THE CENTER
 QR0224'OF THE TRACK ROAD, 61 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 QR0224'6.5 FEET SOUTHEAST OF THE WEST R.O.W. FENCE CORNER POST, 4.5
 QR0224'FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 QR0224'A CONCRETE MONUMENT 4-INCHES BELOW THE GROUND SURFACE.  IT
 QR0224'IS 0.45 MILE NORTH OF U.S. HIGHWAY 212.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1609 ***********************************************************************
 PU1609  DESIGNATION -  E 177
 PU1609  PID         -  PU1609
 PU1609  STATE/COUNTY-  SD/LAWRENCE
 PU1609  COUNTRY     -  US
 PU1609  USGS QUAD   -  SAVOY (2017)
 PU1609
 PU1609                         *CURRENT SURVEY CONTROL
 PU1609  ______________________________________________________________________
 PU1609* NAD 83(1986) POSITION- 44 20 29.     (N) 103 55 10.     (W)   SCALED
 PU1609* NAVD 88 ORTHO HEIGHT -  1533.232 (meters)     5030.28  (feet) ADJUSTED
 PU1609  ______________________________________________________________________
 PU1609  GEOID HEIGHT    -        -13.380 (meters)                     GEOID18
 PU1609  DYNAMIC HEIGHT  -       1532.576 (meters)     5028.13  (feet) COMP
 PU1609  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 PU1609
 PU1609  VERT ORDER      -  SECOND    CLASS 0
 PU1609
 PU1609.The horizontal coordinates were scaled from a map and have
 PU1609.an estimated accuracy of +/- 6 seconds.
 PU1609
 PU1609.The orthometric height was determined by differential leveling and
 PU1609.adjusted by the NATIONAL GEODETIC SURVEY
 PU1609.in June 1991.
 PU1609
 PU1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1609.GEOID18 height accuracy estimate available here.
 PU1609
 PU1609.Click photographs - Photos may exist for this station.
 PU1609
 PU1609.The dynamic height is computed by dividing the NAVD 88
 PU1609.geopotential number by the normal gravity value computed on the
 PU1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1609.degrees latitude (g = 980.6199 gals.).
 PU1609
 PU1609.The modeled gravity was interpolated from observed gravity values.
 PU1609
 PU1609;                    North         East    Units  Estimated Accuracy
 PU1609;SPC SD N     -    64,020.      287,560.      MT  (+/- 180 meters Scaled)
 PU1609
 PU1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK861103(NAD 83)
 PU1609
 PU1609                          SUPERSEDED SURVEY CONTROL
 PU1609
 PU1609  NGVD 29 (??/??/92) 1532.577  (m)         5028.13   (f) ADJ UNCH    2 0
 PU1609
 PU1609.Superseded values are not recommended for survey control.
 PU1609
 PU1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1609.See file dsdata.pdf to determine how the superseded data were derived.
 PU1609
 PU1609_MARKER: DB = BENCH MARK DISK
 PU1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1609_STAMPING: E 177 1934
 PU1609_MARK LOGO: CGS
 PU1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1609+STABILITY: SURFACE MOTION
 PU1609
 PU1609  HISTORY     - Date     Condition        Report By
 PU1609  HISTORY     - 1934     MONUMENTED       CGS
 PU1609  HISTORY     - 1958     MARK NOT FOUND   CGS
 PU1609
 PU1609                          STATION DESCRIPTION
 PU1609
 PU1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PU1609'1.1 MI S FROM SAVOY.
 PU1609'1.1 MILES SOUTH ALONG A COUNTY ROAD FROM SAVOY, LAWRENCE COUNTY,
 PU1609'IN SPEARFISH CANYON, ABOUT 200 FEET SOUTH OF A SMALL DAM AND
 PU1609'POWER PLANT, ABOUT 297 FEET WEST OF THE CHICAGO, BURLINGTON
 PU1609'AND QUINCY RAILROAD, AND 30.6 FEET WEST OF THE CENTER LINE OF THE
 PU1609'ROAD.  A STANDARD DISK, STAMPED E 177 1934 AND SET IN THE TOP
 PU1609'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0556 ***********************************************************************
 OT0556  DESIGNATION -  E 178
 OT0556  PID         -  OT0556
 OT0556  STATE/COUNTY-  SD/CUSTER
 OT0556  COUNTRY     -  US
 OT0556  USGS QUAD   -  CUSTER (2017)
 OT0556
 OT0556                         *CURRENT SURVEY CONTROL
 OT0556  ______________________________________________________________________
 OT0556* NAD 83(1986) POSITION- 43 47 53.94   (N) 103 37 18.47   (W)   HD_HELD1
 OT0556* NAVD 88 ORTHO HEIGHT -  1697.274 (meters)     5568.47  (feet) ADJUSTED
 OT0556  ______________________________________________________________________
 OT0556  GEOID HEIGHT    -        -13.552 (meters)                     GEOID18
 OT0556  DYNAMIC HEIGHT  -       1696.455 (meters)     5565.79  (feet) COMP
 OT0556  MODELED GRAVITY -    980,074.7   (mgal)                       NAVD 88
 OT0556
 OT0556  VERT ORDER      -  SECOND    CLASS 0
 OT0556
 OT0556.The horizontal coordinates were determined by differentially corrected
 OT0556.hand held GPS observations or other comparable positioning techniques
 OT0556.and have an estimated accuracy of +/- 3 meters.
 OT0556
 OT0556.The orthometric height was determined by differential leveling and
 OT0556.adjusted by the NATIONAL GEODETIC SURVEY
 OT0556.in June 1991.
 OT0556
 OT0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0556.GEOID18 height accuracy estimate available here.
 OT0556
 OT0556.Click photographs - Photos may exist for this station.
 OT0556
 OT0556.The dynamic height is computed by dividing the NAVD 88
 OT0556.geopotential number by the normal gravity value computed on the
 OT0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0556.degrees latitude (g = 980.6199 gals.).
 OT0556
 OT0556.The modeled gravity was interpolated from observed gravity values.
 OT0556
 OT0556;                    North         East    Units  Estimated Accuracy
 OT0556;SPC SD S     -   167,985.7     335,445.5     MT  (+/- 3 meters HH1 GPS) 
 OT0556
 OT0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1087050395(NAD 83)
 OT0556
 OT0556                          SUPERSEDED SURVEY CONTROL
 OT0556
 OT0556  NGVD 29 (??/??/92) 1696.609  (m)         5566.29   (f) ADJ UNCH    2 0
 OT0556
 OT0556.Superseded values are not recommended for survey control.
 OT0556
 OT0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0556.See file dsdata.pdf to determine how the superseded data were derived.
 OT0556
 OT0556_MARKER: DB = BENCH MARK DISK
 OT0556_SETTING: 66 = SET IN ROCK OUTCROP
 OT0556_STAMPING: E 178 1934
 OT0556_MARK LOGO: CGS
 OT0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0556+STABILITY: POSITION/ELEVATION WELL
 OT0556
 OT0556  HISTORY     - Date     Condition        Report By
 OT0556  HISTORY     - 1934     MONUMENTED       CGS
 OT0556
 OT0556                          STATION DESCRIPTION
 OT0556
 OT0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0556'3.3 MI N FROM CUSTER.
 OT0556'3.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0556'FROM THE STATION AT CUSTER, CUSTER COUNTY, ABOUT 0.3 MILE SOUTH
 OT0556'OF MILEPOST 48, ABOUT 14 RAILS WEST OF BRIDGE 47.83, 7 FEET NORTH
 OT0556'OF THE NORTH RAIL, IN THE TOP OF A FLAT PROJECTION NEAR THE WEST
 OT0556'END OF A SMALL ROCK CUT, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 OT0556'A STANDARD DISK, STAMPED E 178 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0334 ***********************************************************************
 OQ0334  DESIGNATION -  E 18
 OQ0334  PID         -  OQ0334
 OQ0334  STATE/COUNTY-  SD/MOODY
 OQ0334  COUNTRY     -  US
 OQ0334  USGS QUAD   -  FLANDREAU SW (2017)
 OQ0334
 OQ0334                         *CURRENT SURVEY CONTROL
 OQ0334  ______________________________________________________________________
 OQ0334* NAD 83(1986) POSITION- 44 00 04.     (N) 096 39 00.     (W)   SCALED
 OQ0334* NAVD 88 ORTHO HEIGHT -   466.696 (meters)     1531.15  (feet) ADJUSTED
 OQ0334  ______________________________________________________________________
 OQ0334  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 OQ0334  DYNAMIC HEIGHT  -        466.587 (meters)     1530.79  (feet) COMP
 OQ0334  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 OQ0334
 OQ0334  VERT ORDER      -  FIRST     CLASS II
 OQ0334
 OQ0334.The horizontal coordinates were scaled from a map and have
 OQ0334.an estimated accuracy of +/- 6 seconds.
 OQ0334
 OQ0334.The orthometric height was determined by differential leveling and
 OQ0334.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0334.in June 1991.
 OQ0334
 OQ0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0334.GEOID18 height accuracy estimate available here.
 OQ0334
 OQ0334.Click photographs - Photos may exist for this station.
 OQ0334
 OQ0334.The dynamic height is computed by dividing the NAVD 88
 OQ0334.geopotential number by the normal gravity value computed on the
 OQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0334.degrees latitude (g = 980.6199 gals.).
 OQ0334
 OQ0334.The modeled gravity was interpolated from observed gravity values.
 OQ0334
 OQ0334;                    North         East    Units  Estimated Accuracy
 OQ0334;SPC SD S     -   191,830.      895,300.      MT  (+/- 180 meters Scaled)
 OQ0334
 OQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP884746(NAD 83)
 OQ0334
 OQ0334                          SUPERSEDED SURVEY CONTROL
 OQ0334
 OQ0334  NGVD 29 (??/??/92)  466.431  (m)         1530.28   (f) ADJ UNCH    1 2
 OQ0334
 OQ0334.Superseded values are not recommended for survey control.
 OQ0334
 OQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0334.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0334
 OQ0334_MARKER: DB = BENCH MARK DISK
 OQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0334_STAMPING: 1530.282 E 18 1930
 OQ0334_MARK LOGO: CGS
 OQ0334_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0334+STABILITY: SURFACE MOTION
 OQ0334
 OQ0334  HISTORY     - Date     Condition        Report By
 OQ0334  HISTORY     - 1930     MONUMENTED       CGS
 OQ0334  HISTORY     - 1962     GOOD             CGS
 OQ0334  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0334
 OQ0334                          STATION DESCRIPTION
 OQ0334
 OQ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OQ0334'AT EGAN.
 OQ0334'AT EGAN, MOODY COUNTY, NEAR THE QUARTER CORNER BETWEEN SECTIONS
 OQ0334'7 AND 12, T 106 N, RS. 48 AND 49 W., 515 FEET NORTHEAST ALONG
 OQ0334'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 49 FEET
 OQ0334'SOUTHEAST OF THE RAILROAD GRADE CROSSING, 1.3 FEET LOWER THAN THE
 OQ0334'GRADE CROSSING, 100 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 OQ0334'34, SOUTHEAST OF THE SWITCH ON THE SOUTHEAST SIDE OF THE TRACKS.
 OQ0334'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OQ0334'INCHES ABOVE THE GROUND.
 OQ0334
 OQ0334                          STATION RECOVERY (2012)
 OQ0334
 OQ0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1538 ***********************************************************************
 PU1538  DESIGNATION -  E 183
 PU1538  PID         -  PU1538
 PU1538  STATE/COUNTY-  SD/PENNINGTON
 PU1538  COUNTRY     -  US
 PU1538  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1538
 PU1538                         *CURRENT SURVEY CONTROL
 PU1538  ______________________________________________________________________
 PU1538* NAD 83(1986) POSITION- 44 03 02.24   (N) 103 21 51.11   (W)   HD_HELD1
 PU1538* NAVD 88 ORTHO HEIGHT -  1140.653 (meters)     3742.29  (feet) ADJUSTED
 PU1538  ______________________________________________________________________
 PU1538  GEOID HEIGHT    -        -14.956 (meters)                     GEOID18
 PU1538  DYNAMIC HEIGHT  -       1140.219 (meters)     3740.87  (feet) COMP
 PU1538  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 PU1538
 PU1538  VERT ORDER      -  SECOND    CLASS 0
 PU1538
 PU1538.The horizontal coordinates were determined by differentially corrected
 PU1538.hand held GPS observations or other comparable positioning techniques
 PU1538.and have an estimated accuracy of +/- 3 meters.
 PU1538
 PU1538.The orthometric height was determined by differential leveling and
 PU1538.adjusted by the NATIONAL GEODETIC SURVEY
 PU1538.in June 1991.
 PU1538
 PU1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1538.GEOID18 height accuracy estimate available here.
 PU1538
 PU1538.Click photographs - Photos may exist for this station.
 PU1538
 PU1538.The dynamic height is computed by dividing the NAVD 88
 PU1538.geopotential number by the normal gravity value computed on the
 PU1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1538.degrees latitude (g = 980.6199 gals.).
 PU1538
 PU1538.The modeled gravity was interpolated from observed gravity values.
 PU1538
 PU1538;                    North         East    Units  Estimated Accuracy
 PU1538;SPC SD S     -   195,210.3     357,182.3     MT  (+/- 3 meters HH1 GPS) 
 PU1538
 PU1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3103878796(NAD 83)
 PU1538
 PU1538                          SUPERSEDED SURVEY CONTROL
 PU1538
 PU1538  NGVD 29 (??/??/92) 1140.124  (m)         3740.56   (f) ADJ UNCH    2 0
 PU1538
 PU1538.Superseded values are not recommended for survey control.
 PU1538
 PU1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1538.See file dsdata.pdf to determine how the superseded data were derived.
 PU1538
 PU1538_MARKER: DB = BENCH MARK DISK
 PU1538_SETTING: 80 = SET IN A BOULDER
 PU1538_STAMPING: E 183 1934
 PU1538_MARK LOGO: CGS
 PU1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1538+STABILITY: SURFACE MOTION
 PU1538
 PU1538  HISTORY     - Date     Condition        Report By
 PU1538  HISTORY     - 1934     MONUMENTED       CGS
 PU1538
 PU1538                          STATION DESCRIPTION
 PU1538
 PU1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1538'3.8 MI E FROM HISEGA.
 PU1538'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 9.35
 PU1538'MILES WEST OF RAPID CITY BY RAIL, IN THE TOP OF LARGE RED
 PU1538'SANDSTONE BOULDER THAT IS PARTIALLY BURIED, AT THE END OF CAR
 PU1538'SET OFF AT MILEPOST 9.35, AND ABOUT 20 FEET SOUTHWEST OF THE
 PU1538'SOUTHWEST RAIL.  A STANDARD DISK, STAMPED E 183 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0413 ***********************************************************************
 QS0413  DESIGNATION -  E 19
 QS0413  PID         -  QS0413
 QS0413  STATE/COUNTY-  SD/CORSON
 QS0413  COUNTRY     -  US
 QS0413  USGS QUAD   -  MCINTOSH (2017)
 QS0413
 QS0413                         *CURRENT SURVEY CONTROL
 QS0413  ______________________________________________________________________
 QS0413* NAD 83(1986) POSITION- 45 53 53.     (N) 101 19 40.     (W)   SCALED
 QS0413* NAVD 88 ORTHO HEIGHT -   676.852 (meters)     2220.64  (feet) ADJUSTED
 QS0413  ______________________________________________________________________
 QS0413  GEOID HEIGHT    -        -20.457 (meters)                     GEOID18
 QS0413  DYNAMIC HEIGHT  -        676.788 (meters)     2220.43  (feet) COMP
 QS0413  MODELED GRAVITY -    980,498.3   (mgal)                       NAVD 88
 QS0413
 QS0413  VERT ORDER      -  FIRST     CLASS II
 QS0413
 QS0413.The horizontal coordinates were scaled from a map and have
 QS0413.an estimated accuracy of +/- 6 seconds.
 QS0413
 QS0413.The orthometric height was determined by differential leveling and
 QS0413.adjusted by the NATIONAL GEODETIC SURVEY
 QS0413.in June 1991.
 QS0413
 QS0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0413.GEOID18 height accuracy estimate available here.
 QS0413
 QS0413.Click photographs - Photos may exist for this station.
 QS0413
 QS0413.The dynamic height is computed by dividing the NAVD 88
 QS0413.geopotential number by the normal gravity value computed on the
 QS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0413.degrees latitude (g = 980.6199 gals.).
 QS0413
 QS0413.The modeled gravity was interpolated from observed gravity values.
 QS0413
 QS0413;                    North         East    Units  Estimated Accuracy
 QS0413;SPC SD N     -   230,300.      496,960.      MT  (+/- 180 meters Scaled)
 QS0413
 QS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR194853(NAD 83)
 QS0413
 QS0413                          SUPERSEDED SURVEY CONTROL
 QS0413
 QS0413  NGVD 29 (??/??/92)  676.36   (m)         2219.0    (f) COMPUTED    1 2
 QS0413
 QS0413.Superseded values are not recommended for survey control.
 QS0413
 QS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0413.See file dsdata.pdf to determine how the superseded data were derived.
 QS0413
 QS0413_MARKER: DB = BENCH MARK DISK
 QS0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0413_STAMPING: E 19 1933
 QS0413_MARK LOGO: CGS
 QS0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0413+STABILITY: SURFACE MOTION
 QS0413
 QS0413  HISTORY     - Date     Condition        Report By
 QS0413  HISTORY     - 1933     MONUMENTED       CGS
 QS0413  HISTORY     - 1938     GOOD             CGS
 QS0413
 QS0413                          STATION DESCRIPTION
 QS0413
 QS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0413'3 MI S FROM MC INTOSH.
 QS0413'ALONG STATE HIGHWAY NO. 65, 3.0 MILES SOUTH OF MC INTOSH, 0.5
 QS0413'OF A MILE NORTH OF A SCHOOL HOUSE, 23 FEET NORTH OF THE CENTER
 QS0413'OF A SIDE ROAD EXTENDED TO THE EAST, 53 FEET EAST OF THE CENTER
 QS0413'OF THE HIGHWAY.  A STANDARD DISK SET HORIZONTAL IN A CONCRETE
 QS0413'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0221 ***********************************************************************
 QQ0221  DESIGNATION -  E 19
 QQ0221  PID         -  QQ0221
 QQ0221  STATE/COUNTY-  SD/ROBERTS
 QQ0221  COUNTRY     -  US
 QQ0221  USGS QUAD   -  SUMMIT (2017)
 QQ0221
 QQ0221                         *CURRENT SURVEY CONTROL
 QQ0221  ______________________________________________________________________
 QQ0221* NAD 83(1986) POSITION- 45 18 25.     (N) 097 02 14.     (W)   SCALED
 QQ0221* NAVD 88 ORTHO HEIGHT -   609.586 (meters)     1999.95  (feet) ADJUSTED
 QQ0221  ______________________________________________________________________
 QQ0221  GEOID HEIGHT    -        -25.364 (meters)                     GEOID18
 QQ0221  DYNAMIC HEIGHT  -        609.516 (meters)     1999.72  (feet) COMP
 QQ0221  MODELED GRAVITY -    980,481.1   (mgal)                       NAVD 88
 QQ0221
 QQ0221  VERT ORDER      -  FIRST     CLASS II
 QQ0221
 QQ0221.The horizontal coordinates were scaled from a map and have
 QQ0221.an estimated accuracy of +/- 6 seconds.
 QQ0221
 QQ0221.The orthometric height was determined by differential leveling and
 QQ0221.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0221.in June 1991.
 QQ0221
 QQ0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0221.GEOID18 height accuracy estimate available here.
 QQ0221
 QQ0221.Click photographs - Photos may exist for this station.
 QQ0221
 QQ0221.The dynamic height is computed by dividing the NAVD 88
 QQ0221.geopotential number by the normal gravity value computed on the
 QQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0221.degrees latitude (g = 980.6199 gals.).
 QQ0221
 QQ0221.The modeled gravity was interpolated from observed gravity values.
 QQ0221
 QQ0221;                    North         East    Units  Estimated Accuracy
 QQ0221;SPC SD N     -   168,000.      832,290.      MT  (+/- 180 meters Scaled)
 QQ0221
 QQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR538189(NAD 83)
 QQ0221
 QQ0221                          SUPERSEDED SURVEY CONTROL
 QQ0221
 QQ0221  NGVD 29 (??/??/92)  609.289  (m)         1998.98   (f) ADJ UNCH    1 2
 QQ0221
 QQ0221.Superseded values are not recommended for survey control.
 QQ0221
 QQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0221.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0221
 QQ0221_MARKER: DB = BENCH MARK DISK
 QQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0221_STAMPING: E 19 1931 1998.976
 QQ0221_MARK LOGO: CGS
 QQ0221_PROJECTION: RECESSED 20 CENTIMETERS
 QQ0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0221+STABILITY: SURFACE MOTION
 QQ0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0221+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 QQ0221
 QQ0221  HISTORY     - Date     Condition        Report By
 QQ0221  HISTORY     - 1931     MONUMENTED       CGS
 QQ0221  HISTORY     - 1934     GOOD             CGS
 QQ0221  HISTORY     - 19900721 GOOD             NGS
 QQ0221  HISTORY     - 19970520 GOOD             NGS
 QQ0221
 QQ0221                          STATION DESCRIPTION
 QQ0221
 QQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0221'IN SUMMIT.
 QQ0221'AT SUMMIT, ROBERTS COUNTY, NORTHEAST OF THE CHICAGO, MILWAUKEE,
 QQ0221'ST. PAUL AND PACIFIC RAILROAD STATION, 54 FEET NORTH OF THE
 QQ0221'NORTH RAIL OF THE MAIN TRACK, 18 FEET EAST OF THE PROLONGATION
 QQ0221'OF THE EAST END OF THE STATION, IN LINE WITH A ROW OF POLES,
 QQ0221'AND 9 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED 1998.976
 QQ0221'E 19 1931 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QQ0221'GROUND.
 QQ0221
 QQ0221                          STATION RECOVERY (1934)
 QQ0221
 QQ0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0221'RECOVERED IN GOOD CONDITION.
 QQ0221
 QQ0221                          STATION RECOVERY (1990)
 QQ0221
 QQ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0221'IN SUMMIT, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 QQ0221'MAIN STREET, 49.7 M (163.1 FT) WEST OF THE CENTERLINE OF THE STREET,
 QQ0221'16.7 M (54.8 FT) NORTH OF THE NEAR RAIL, 1.0 M (3.3 FT)
 QQ0221'SOUTH-SOUTHWEST OF A FENCE CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL OF
 QQ0221'THE MAIN TRACK, 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST, AND THE
 QQ0221'MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 QQ0221
 QQ0221                          STATION RECOVERY (1997)
 QQ0221
 QQ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0221'IN SUMMIT, AT THE INTERSECTION OF MAPLE STREET AND THE BURLINGTON
 QQ0221'NORTHERN RAILROAD, 49.5 M (162.4 FT) WEST OF THE STREET CENTER, 16.7 M
 QQ0221'(54.8 FT) NORTH OF THE NEAR RAIL, 1.0 M (3.3 FT) SOUTHWEST OF A FENCE
 QQ0221'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET, 0.8 M (2.6 FT)
 QQ0221'SOUTH OF A FENCE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE
 QQ0221'MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0414 ***********************************************************************
 QS0414  DESIGNATION -  E 19 RESET
 QS0414  PID         -  QS0414
 QS0414  STATE/COUNTY-  SD/CORSON
 QS0414  COUNTRY     -  US
 QS0414  USGS QUAD   -  MCINTOSH (2017)
 QS0414
 QS0414                         *CURRENT SURVEY CONTROL
 QS0414  ______________________________________________________________________
 QS0414* NAD 83(1986) POSITION- 45 53 53.     (N) 101 19 41.     (W)   SCALED
 QS0414* NAVD 88 ORTHO HEIGHT -   676.34  (+/-2cm)     2219.0   (feet) VERTCON3
 QS0414  ______________________________________________________________________
 QS0414  GEOID HEIGHT    -        -20.456 (meters)                     GEOID18
 QS0414  VERT ORDER      -  THIRD (See Below)
 QS0414
 QS0414.The horizontal coordinates were scaled from a map and have
 QS0414.an estimated accuracy of +/- 6 seconds.
 QS0414
 QS0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0414
 QS0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0414.GEOID18 height accuracy estimate available here.
 QS0414
 QS0414.The vertical order pertains to the NGVD 29 superseded value.
 QS0414
 QS0414.Click photographs - Photos may exist for this station.
 QS0414
 QS0414;                    North         East    Units  Estimated Accuracy
 QS0414;SPC SD N     -   230,300.      496,940.      MT  (+/- 180 meters Scaled)
 QS0414
 QS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR194853(NAD 83)
 QS0414
 QS0414                          SUPERSEDED SURVEY CONTROL
 QS0414
 QS0414  NGVD 29 (??/??/??)  675.85   (m)         2217.4    (f) RESET       3  
 QS0414
 QS0414.Superseded values are not recommended for survey control.
 QS0414
 QS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0414.See file dsdata.pdf to determine how the superseded data were derived.
 QS0414
 QS0414_MARKER: DB = BENCH MARK DISK
 QS0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0414_STAMPING: E 19 RESET 1956
 QS0414_MARK LOGO: CGS
 QS0414_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0414+STABILITY: SURFACE MOTION
 QS0414
 QS0414  HISTORY     - Date     Condition        Report By
 QS0414  HISTORY     - 1956     MONUMENTED       CGS
 QS0414  HISTORY     - 1972     MARK NOT FOUND   USGS
 QS0414  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0414
 QS0414                          STATION DESCRIPTION
 QS0414
 QS0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QS0414'1.6 MI S FROM MC INTOSH.
 QS0414'1.6 MILES SOUTH ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF U.S.
 QS0414'HIGHWAY 12 AND STATE HIGHWAY 65 ABOUT 0.75 MILE EAST OF MC INTOSH,
 QS0414'CORSON COUNTY, AT A SIDE ROAD LEADING WEST, ABOUT 150 FEET WEST
 QS0414'OF THE CENTER LINE OF THE NEW HIGHWAY, 15 FEET SOUTH OF THE CENTER
 QS0414'LINE OF EAST-WEST ROAD AND 1.0 FOOT SOUTH OF A FENCE LINE.
 QS0414'A STANDARD DISK, STAMPED E 19 RESET 1956 AND SET IN THE TOP OF
 QS0414'A CONCRETE POST PROJECTING 4 INCHES.
 QS0414
 QS0414                          STATION RECOVERY (1972)
 QS0414
 QS0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QS0414'MARK NOT FOUND.
 QS0414
 QS0414                          STATION RECOVERY (1985)
 QS0414
 QS0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0414'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0481 ***********************************************************************
 PR0481  DESIGNATION -  E 2
 PR0481  PID         -  PR0481
 PR0481  STATE/COUNTY-  SD/LAKE
 PR0481  COUNTRY     -  US
 PR0481  USGS QUAD   -  RAMONA (2017)
 PR0481
 PR0481                         *CURRENT SURVEY CONTROL
 PR0481  ______________________________________________________________________
 PR0481* NAD 83(1986) POSITION- 44 03 04.     (N) 097 14 57.     (W)   SCALED
 PR0481* NAVD 88 ORTHO HEIGHT -   563.696 (meters)     1849.39  (feet) ADJUSTED
 PR0481  ______________________________________________________________________
 PR0481  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 PR0481  DYNAMIC HEIGHT  -        563.563 (meters)     1848.96  (feet) COMP
 PR0481  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 PR0481
 PR0481  VERT ORDER      -  FIRST     CLASS II
 PR0481
 PR0481.The horizontal coordinates were scaled from a map and have
 PR0481.an estimated accuracy of +/- 6 seconds.
 PR0481
 PR0481.The orthometric height was determined by differential leveling and
 PR0481.adjusted by the NATIONAL GEODETIC SURVEY
 PR0481.in June 1991.
 PR0481
 PR0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0481.GEOID18 height accuracy estimate available here.
 PR0481
 PR0481.Click photographs - Photos may exist for this station.
 PR0481
 PR0481.The dynamic height is computed by dividing the NAVD 88
 PR0481.geopotential number by the normal gravity value computed on the
 PR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0481.degrees latitude (g = 980.6199 gals.).
 PR0481
 PR0481.The modeled gravity was interpolated from observed gravity values.
 PR0481
 PR0481;                    North         East    Units  Estimated Accuracy
 PR0481;SPC SD S     -   195,420.      847,080.      MT  (+/- 180 meters Scaled)
 PR0481
 PR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP402790(NAD 83)
 PR0481
 PR0481                          SUPERSEDED SURVEY CONTROL
 PR0481
 PR0481  NGVD 29 (??/??/92)  563.396  (m)         1848.41   (f) ADJ UNCH    1 2
 PR0481
 PR0481.Superseded values are not recommended for survey control.
 PR0481
 PR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0481.See file dsdata.pdf to determine how the superseded data were derived.
 PR0481
 PR0481_MARKER: Q = CHISELED SQUARE
 PR0481_SETTING: 66 = SET IN ROCK OUTCROP
 PR0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR0481+STABILITY: POSITION/ELEVATION WELL
 PR0481
 PR0481  HISTORY     - Date     Condition        Report By
 PR0481  HISTORY     - 1905     MONUMENTED       CGS
 PR0481  HISTORY     - 1934     GOOD             CGS
 PR0481  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0481  HISTORY     - 20110405 MARK NOT FOUND   INDIV
 PR0481
 PR0481                          STATION DESCRIPTION
 PR0481
 PR0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0481'4.9 MI S FROM RAMONA.
 PR0481'4.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0481'PACIFIC RAILROAD FROM RAMONA, LAKE COUNTY, THENCE 3.8 MILES
 PR0481'WEST ALONG A SECTION-LINE ROAD, AT THE NORTHEAST CORNER OF
 PR0481'SECTION 25, T 107 N, R 54 W, AT A ROAD INTERSECTION, 38 FEET
 PR0481'SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST SECTION-LINE ROAD,
 PR0481'33 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 PR0481'SECTION-LINE ROAD, IN A NORTH-AND-SOUTH FENCE LINE, 5 FEET
 PR0481'SOUTH OF THE CORNER, AND ON THE TOP OF A ROCK PROJECTING 4 INCHES
 PR0481'ABOVE GROUND.  AN OUTLINED SQUARE.
 PR0481
 PR0481                          STATION RECOVERY (1968)
 PR0481
 PR0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0481'MARK NOT FOUND.
 PR0481
 PR0481                          STATION RECOVERY (2011)
 PR0481
 PR0481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0467 ***********************************************************************
 PT0467  DESIGNATION -  E 2 W
 PT0467  PID         -  PT0467
 PT0467  STATE/COUNTY-  SD/HAAKON
 PT0467  COUNTRY     -  US
 PT0467  USGS QUAD   -  POWELL (2017)
 PT0467
 PT0467                         *CURRENT SURVEY CONTROL
 PT0467  ______________________________________________________________________
 PT0467* NAD 83(1986) POSITION- 44 03 13.     (N) 101 27 08.     (W)   SCALED
 PT0467* NAVD 88 ORTHO HEIGHT -   650.227 (meters)     2133.29  (feet) ADJUSTED
 PT0467  ______________________________________________________________________
 PT0467  GEOID HEIGHT    -        -21.890 (meters)                     GEOID18
 PT0467  DYNAMIC HEIGHT  -        650.031 (meters)     2132.64  (feet) COMP
 PT0467  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 PT0467
 PT0467  VERT ORDER      -  SECOND    CLASS 0
 PT0467
 PT0467.The horizontal coordinates were scaled from a map and have
 PT0467.an estimated accuracy of +/- 6 seconds.
 PT0467
 PT0467.The orthometric height was determined by differential leveling and
 PT0467.adjusted by the NATIONAL GEODETIC SURVEY
 PT0467.in June 1991.
 PT0467
 PT0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0467.GEOID18 height accuracy estimate available here.
 PT0467
 PT0467.Click photographs - Photos may exist for this station.
 PT0467
 PT0467.The dynamic height is computed by dividing the NAVD 88
 PT0467.geopotential number by the normal gravity value computed on the
 PT0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0467.degrees latitude (g = 980.6199 gals.).
 PT0467
 PT0467.The modeled gravity was interpolated from observed gravity values.
 PT0467
 PT0467;                    North         East    Units  Estimated Accuracy
 PT0467;SPC SD S     -   191,720.      510,350.      MT  (+/- 180 meters Scaled)
 PT0467
 PT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP035807(NAD 83)
 PT0467
 PT0467                          SUPERSEDED SURVEY CONTROL
 PT0467
 PT0467  NGVD 29 (??/??/92)  649.77   (m)         2131.8    (f) COMPUTED    2 0
 PT0467
 PT0467.Superseded values are not recommended for survey control.
 PT0467
 PT0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0467.See file dsdata.pdf to determine how the superseded data were derived.
 PT0467
 PT0467_MARKER: DS = TRIANGULATION STATION DISK
 PT0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0467_STAMPING: E 2 W 1961
 PT0467_MARK LOGO: CGS
 PT0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0467+STABILITY: SURFACE MOTION
 PT0467
 PT0467  HISTORY     - Date     Condition        Report By
 PT0467  HISTORY     - 1961     MONUMENTED       CGS
 PT0467  HISTORY     - 1962     GOOD             CGS
 PT0467  HISTORY     - 1964     MARK NOT FOUND   CGS
 PT0467
 PT0467                          STATION DESCRIPTION
 PT0467
 PT0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0467'12.4 MI E FROM PHILIP.
 PT0467'ABOUT 11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PT0467'RAILWAY FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH
 PT0467'ALONG A GRAVELED ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY
 PT0467'14, IN SECTION 11, T 1 N, R 22 E, 63 FEET NORTH OF THE CENTER
 PT0467'LINE OF THE HIGHWAY, 38 FEET EAST OF THE CENTER OF A WIRE
 PT0467'GATE, 49 FEET WEST OF A POWER POLE, 5 FEET NORTH OF A FENCE,
 PT0467'5.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PT0467'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0467'2-INCHES.
 PT0467
 PT0467                          STATION RECOVERY (1964)
 PT0467
 PT0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PT0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0464 ***********************************************************************
 PT0464  DESIGNATION -  E 2 W AZ MK
 PT0464  PID         -  PT0464
 PT0464  STATE/COUNTY-  SD/HAAKON
 PT0464  COUNTRY     -  US
 PT0464  USGS QUAD   -  POWELL (2017)
 PT0464
 PT0464                         *CURRENT SURVEY CONTROL
 PT0464  ______________________________________________________________________
 PT0464* NAD 83(1986) POSITION- 44 03 11.     (N) 101 26 48.     (W)   SCALED
 PT0464* NAVD 88 ORTHO HEIGHT -   648.646 (meters)     2128.10  (feet) ADJUSTED
 PT0464  ______________________________________________________________________
 PT0464  GEOID HEIGHT    -        -21.910 (meters)                     GEOID18
 PT0464  DYNAMIC HEIGHT  -        648.450 (meters)     2127.46  (feet) COMP
 PT0464  MODELED GRAVITY -    980,296.5   (mgal)                       NAVD 88
 PT0464
 PT0464  VERT ORDER      -  SECOND    CLASS 0
 PT0464
 PT0464.The horizontal coordinates were scaled from a map and have
 PT0464.an estimated accuracy of +/- 6 seconds.
 PT0464
 PT0464.The orthometric height was determined by differential leveling and
 PT0464.adjusted by the NATIONAL GEODETIC SURVEY
 PT0464.in June 1991.
 PT0464
 PT0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0464.GEOID18 height accuracy estimate available here.
 PT0464
 PT0464.Click photographs - Photos may exist for this station.
 PT0464
 PT0464.The dynamic height is computed by dividing the NAVD 88
 PT0464.geopotential number by the normal gravity value computed on the
 PT0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0464.degrees latitude (g = 980.6199 gals.).
 PT0464
 PT0464.The modeled gravity was interpolated from observed gravity values.
 PT0464
 PT0464;                    North         East    Units  Estimated Accuracy
 PT0464;SPC SD S     -   191,650.      510,790.      MT  (+/- 180 meters Scaled)
 PT0464
 PT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP040806(NAD 83)
 PT0464
 PT0464                          SUPERSEDED SURVEY CONTROL
 PT0464
 PT0464  NGVD 29 (??/??/92)  648.19   (m)         2126.6    (f) COMPUTED    2 0
 PT0464
 PT0464.Superseded values are not recommended for survey control.
 PT0464
 PT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0464.See file dsdata.pdf to determine how the superseded data were derived.
 PT0464
 PT0464_MARKER: DZ = AZIMUTH MARK DISK
 PT0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0464_STAMPING: E 2 W 1961
 PT0464_MARK LOGO: CGS
 PT0464_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0464+STABILITY: SURFACE MOTION
 PT0464
 PT0464  HISTORY     - Date     Condition        Report By
 PT0464  HISTORY     - 1961     MONUMENTED       CGS
 PT0464  HISTORY     - 1962     GOOD             CGS
 PT0464  HISTORY     - 1964     MARK NOT FOUND   CGS
 PT0464
 PT0464                          STATION DESCRIPTION
 PT0464
 PT0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0464'12.2 MI E FROM PHILIP.
 PT0464'ABOUT 11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0464'FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH ALONG A
 PT0464'GRAVELED ROAD, THENCE 0.15 MILE WEST ALONG U.S. HIGHWAY 14, IN
 PT0464'SECTION 11, T 1 N, R 22 E, 58 FEET NORTH OF THE CENTER LINE OF
 PT0464'THE HIGHWAY, 14 FEET EAST OF A WIRE GATE, 2 1/2 FEET NORTH OF A
 PT0464'FENCE, 4.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 PT0464'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PT0464'POST PROJECTING 1-INCH.
 PT0464
 PT0464                          STATION RECOVERY (1964)
 PT0464
 PT0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PT0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0465 ***********************************************************************
 PT0465  DESIGNATION -  E 2 W RM 1
 PT0465  PID         -  PT0465
 PT0465  STATE/COUNTY-  SD/HAAKON
 PT0465  COUNTRY     -  US
 PT0465  USGS QUAD   -  POWELL (2017)
 PT0465
 PT0465                         *CURRENT SURVEY CONTROL
 PT0465  ______________________________________________________________________
 PT0465* NAD 83(1986) POSITION- 44 03 13.     (N) 101 27 08.     (W)   SCALED
 PT0465* NAVD 88 ORTHO HEIGHT -   650.169 (meters)     2133.10  (feet) ADJUSTED
 PT0465  ______________________________________________________________________
 PT0465  GEOID HEIGHT    -        -21.890 (meters)                     GEOID18
 PT0465  DYNAMIC HEIGHT  -        649.973 (meters)     2132.45  (feet) COMP
 PT0465  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 PT0465
 PT0465  VERT ORDER      -  SECOND    CLASS 0
 PT0465
 PT0465.The horizontal coordinates were scaled from a map and have
 PT0465.an estimated accuracy of +/- 6 seconds.
 PT0465
 PT0465.The orthometric height was determined by differential leveling and
 PT0465.adjusted by the NATIONAL GEODETIC SURVEY
 PT0465.in June 1991.
 PT0465
 PT0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0465.GEOID18 height accuracy estimate available here.
 PT0465
 PT0465.Click photographs - Photos may exist for this station.
 PT0465
 PT0465.The dynamic height is computed by dividing the NAVD 88
 PT0465.geopotential number by the normal gravity value computed on the
 PT0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0465.degrees latitude (g = 980.6199 gals.).
 PT0465
 PT0465.The modeled gravity was interpolated from observed gravity values.
 PT0465
 PT0465;                    North         East    Units  Estimated Accuracy
 PT0465;SPC SD S     -   191,720.      510,350.      MT  (+/- 180 meters Scaled)
 PT0465
 PT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP035807(NAD 83)
 PT0465
 PT0465                          SUPERSEDED SURVEY CONTROL
 PT0465
 PT0465  NGVD 29 (??/??/92)  649.71   (m)         2131.6    (f) COMPUTED    2 0
 PT0465
 PT0465.Superseded values are not recommended for survey control.
 PT0465
 PT0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0465.See file dsdata.pdf to determine how the superseded data were derived.
 PT0465
 PT0465_MARKER: DB = BENCH MARK DISK
 PT0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0465_STAMPING: E 2 W NO 1 1961
 PT0465_MARK LOGO: CGS
 PT0465_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0465+STABILITY: SURFACE MOTION
 PT0465
 PT0465  HISTORY     - Date     Condition        Report By
 PT0465  HISTORY     - 1961     MONUMENTED       CGS
 PT0465  HISTORY     - 1962     GOOD             CGS
 PT0465  HISTORY     - 1964     MARK NOT FOUND   CGS
 PT0465
 PT0465                          STATION DESCRIPTION
 PT0465
 PT0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0465'12.4 MI E FROM PHILIP.
 PT0465'ABOUT 11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0465'FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH ALONG A
 PT0465'GRAVELED ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 14, 58
 PT0465'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 59.5 FEET EAST
 PT0465'OF E 2 W 1961, 9 1/2 FEET SOUTHEAST OF A POLE .2 FEET NORTH OF
 PT0465'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
 PT0465
 PT0465                          STATION RECOVERY (1964)
 PT0465
 PT0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PT0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0466 ***********************************************************************
 PT0466  DESIGNATION -  E 2 W RM 2
 PT0466  PID         -  PT0466
 PT0466  STATE/COUNTY-  SD/HAAKON
 PT0466  COUNTRY     -  US
 PT0466  USGS QUAD   -  POWELL (2017)
 PT0466
 PT0466                         *CURRENT SURVEY CONTROL
 PT0466  ______________________________________________________________________
 PT0466* NAD 83(1986) POSITION- 44 03 13.     (N) 101 27 08.     (W)   SCALED
 PT0466* NAVD 88 ORTHO HEIGHT -   650.499 (meters)     2134.18  (feet) ADJUSTED
 PT0466  ______________________________________________________________________
 PT0466  GEOID HEIGHT    -        -21.890 (meters)                     GEOID18
 PT0466  DYNAMIC HEIGHT  -        650.303 (meters)     2133.54  (feet) COMP
 PT0466  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 PT0466
 PT0466  VERT ORDER      -  SECOND    CLASS 0
 PT0466
 PT0466.The horizontal coordinates were scaled from a map and have
 PT0466.an estimated accuracy of +/- 6 seconds.
 PT0466
 PT0466.The orthometric height was determined by differential leveling and
 PT0466.adjusted by the NATIONAL GEODETIC SURVEY
 PT0466.in June 1991.
 PT0466
 PT0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0466.GEOID18 height accuracy estimate available here.
 PT0466
 PT0466.Click photographs - Photos may exist for this station.
 PT0466
 PT0466.The dynamic height is computed by dividing the NAVD 88
 PT0466.geopotential number by the normal gravity value computed on the
 PT0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0466.degrees latitude (g = 980.6199 gals.).
 PT0466
 PT0466.The modeled gravity was interpolated from observed gravity values.
 PT0466
 PT0466;                    North         East    Units  Estimated Accuracy
 PT0466;SPC SD S     -   191,720.      510,350.      MT  (+/- 180 meters Scaled)
 PT0466
 PT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP035807(NAD 83)
 PT0466
 PT0466                          SUPERSEDED SURVEY CONTROL
 PT0466
 PT0466  NGVD 29 (??/??/92)  650.04   (m)         2132.7    (f) COMPUTED    2 0
 PT0466
 PT0466.Superseded values are not recommended for survey control.
 PT0466
 PT0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0466.See file dsdata.pdf to determine how the superseded data were derived.
 PT0466
 PT0466_MARKER: DR = REFERENCE MARK DISK
 PT0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0466_STAMPING: E 2 W NO 2 1961
 PT0466_MARK LOGO: CGS
 PT0466_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0466+STABILITY: SURFACE MOTION
 PT0466
 PT0466  HISTORY     - Date     Condition        Report By
 PT0466  HISTORY     - 1961     MONUMENTED       CGS
 PT0466  HISTORY     - 1962     GOOD             CGS
 PT0466  HISTORY     - 1964     MARK NOT FOUND   CGS
 PT0466
 PT0466                          STATION DESCRIPTION
 PT0466
 PT0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0466'12.4 MI E FROM PHILIP.
 PT0466'ABOUT 11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0466'FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH ALONG A GRAVELED
 PT0466'ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 14, IN SECTION
 PT0466'11, T 1 N, R 22 E, 73 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PT0466'135.2 FEET SOUTH OF E 2 W 1961, AND SET IN THE TOP OF A CONCRETE
 PT0466'POST PROJECTING 2-INCHES.
 PT0466
 PT0466                          STATION RECOVERY (1964)
 PT0466
 PT0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PT0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0468 ***********************************************************************
 PT0468  DESIGNATION -  E 2 X
 PT0468  PID         -  PT0468
 PT0468  STATE/COUNTY-  SD/HAAKON
 PT0468  COUNTRY     -  US
 PT0468  USGS QUAD   -  POWELL (2017)
 PT0468
 PT0468                         *CURRENT SURVEY CONTROL
 PT0468  ______________________________________________________________________
 PT0468* NAD 83(1986) POSITION- 44 03 30.     (N) 101 27 25.     (W)   SCALED
 PT0468* NAVD 88 ORTHO HEIGHT -   651.068 (meters)     2136.05  (feet) ADJUSTED
 PT0468  ______________________________________________________________________
 PT0468  GEOID HEIGHT    -        -21.870 (meters)                     GEOID18
 PT0468  DYNAMIC HEIGHT  -        650.872 (meters)     2135.40  (feet) COMP
 PT0468  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 PT0468
 PT0468  VERT ORDER      -  SECOND    CLASS 0
 PT0468
 PT0468.The horizontal coordinates were scaled from a map and have
 PT0468.an estimated accuracy of +/- 6 seconds.
 PT0468
 PT0468.The orthometric height was determined by differential leveling and
 PT0468.adjusted by the NATIONAL GEODETIC SURVEY
 PT0468.in June 1991.
 PT0468
 PT0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0468.GEOID18 height accuracy estimate available here.
 PT0468
 PT0468.Click photographs - Photos may exist for this station.
 PT0468
 PT0468.The dynamic height is computed by dividing the NAVD 88
 PT0468.geopotential number by the normal gravity value computed on the
 PT0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0468.degrees latitude (g = 980.6199 gals.).
 PT0468
 PT0468.The modeled gravity was interpolated from observed gravity values.
 PT0468
 PT0468;                    North         East    Units  Estimated Accuracy
 PT0468;SPC SD S     -   192,250.      509,980.      MT  (+/- 180 meters Scaled)
 PT0468
 PT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP032812(NAD 83)
 PT0468
 PT0468                          SUPERSEDED SURVEY CONTROL
 PT0468
 PT0468  NGVD 29 (??/??/92)  650.61   (m)         2134.5    (f) COMPUTED    2 0
 PT0468
 PT0468.Superseded values are not recommended for survey control.
 PT0468
 PT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0468.See file dsdata.pdf to determine how the superseded data were derived.
 PT0468
 PT0468_MARKER: DS = TRIANGULATION STATION DISK
 PT0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0468_STAMPING: E 2 X 1961
 PT0468_MARK LOGO: CGS
 PT0468_PROJECTION: FLUSH
 PT0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0468+STABILITY: SURFACE MOTION
 PT0468
 PT0468  HISTORY     - Date     Condition        Report By
 PT0468  HISTORY     - 1961     MONUMENTED       CGS
 PT0468  HISTORY     - 1962     GOOD             CGS
 PT0468  HISTORY     - 1964     MARK NOT FOUND   CGS
 PT0468
 PT0468                          STATION DESCRIPTION
 PT0468
 PT0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0468'13 MI E FROM PHILIP.
 PT0468'ABOUT 11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PT0468'RAILWAY FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH ALONG
 PT0468'A GRAVELED ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 14,
 PT0468'THENCE 0.5 MILE NORTHWEST ALONG A TRAIL ROAD, IN SECTION 11,
 PT0468'T 1 N, R 22 E, 85 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL
 PT0468'ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRAIL ROAD, AND
 PT0468'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 PT0468
 PT0468                          STATION RECOVERY (1964)
 PT0468
 PT0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PT0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0469 ***********************************************************************
 PT0469  DESIGNATION -  E 2 X RM 1
 PT0469  PID         -  PT0469
 PT0469  STATE/COUNTY-  SD/HAAKON
 PT0469  COUNTRY     -  US
 PT0469  USGS QUAD   -  POWELL (2017)
 PT0469
 PT0469                         *CURRENT SURVEY CONTROL
 PT0469  ______________________________________________________________________
 PT0469* NAD 83(1986) POSITION- 44 03 30.     (N) 101 27 25.     (W)   SCALED
 PT0469* NAVD 88 ORTHO HEIGHT -   650.282 (meters)     2133.47  (feet) ADJUSTED
 PT0469  ______________________________________________________________________
 PT0469  GEOID HEIGHT    -        -21.870 (meters)                     GEOID18
 PT0469  DYNAMIC HEIGHT  -        650.087 (meters)     2132.83  (feet) COMP
 PT0469  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 PT0469
 PT0469  VERT ORDER      -  SECOND    CLASS 0
 PT0469
 PT0469.The horizontal coordinates were scaled from a map and have
 PT0469.an estimated accuracy of +/- 6 seconds.
 PT0469
 PT0469.The orthometric height was determined by differential leveling and
 PT0469.adjusted by the NATIONAL GEODETIC SURVEY
 PT0469.in June 1991.
 PT0469
 PT0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0469.GEOID18 height accuracy estimate available here.
 PT0469
 PT0469.Click photographs - Photos may exist for this station.
 PT0469
 PT0469.The dynamic height is computed by dividing the NAVD 88
 PT0469.geopotential number by the normal gravity value computed on the
 PT0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0469.degrees latitude (g = 980.6199 gals.).
 PT0469
 PT0469.The modeled gravity was interpolated from observed gravity values.
 PT0469
 PT0469;                    North         East    Units  Estimated Accuracy
 PT0469;SPC SD S     -   192,250.      509,980.      MT  (+/- 180 meters Scaled)
 PT0469
 PT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP032812(NAD 83)
 PT0469
 PT0469                          SUPERSEDED SURVEY CONTROL
 PT0469
 PT0469  NGVD 29 (??/??/92)  649.82   (m)         2132.0    (f) COMPUTED    2 0
 PT0469
 PT0469.Superseded values are not recommended for survey control.
 PT0469
 PT0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0469.See file dsdata.pdf to determine how the superseded data were derived.
 PT0469
 PT0469_MARKER: DR = REFERENCE MARK DISK
 PT0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0469_STAMPING: E 2 X NO 1 1961
 PT0469_MARK LOGO: CGS
 PT0469_PROJECTION: FLUSH
 PT0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0469+STABILITY: SURFACE MOTION
 PT0469
 PT0469  HISTORY     - Date     Condition        Report By
 PT0469  HISTORY     - 1961     MONUMENTED       CGS
 PT0469  HISTORY     - 1962     GOOD             CGS
 PT0469  HISTORY     - 1964     MARK NOT FOUND   CGS
 PT0469
 PT0469                          STATION DESCRIPTION
 PT0469
 PT0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0469'13 MI E FROM PHILIP.
 PT0469'ABOUT 11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PT0469'RAILWAY FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH ALONG
 PT0469'A GRAVELED ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 14,
 PT0469'THENCE 0.5 MILE NORTHWEST ALONG A TRAIL ROAD, IN SECTION 11,
 PT0469'T 1 N, R 22 E, 136 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PT0469'TRAIL ROAD, 52.3 FEET SOUTHWEST OF E 2 X 1961, AND SET IN THE
 PT0469'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 PT0469
 PT0469                          STATION RECOVERY (1964)
 PT0469
 PT0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PT0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0470 ***********************************************************************
 PT0470  DESIGNATION -  E 2 X RM 2
 PT0470  PID         -  PT0470
 PT0470  STATE/COUNTY-  SD/HAAKON
 PT0470  COUNTRY     -  US
 PT0470  USGS QUAD   -  POWELL (2017)
 PT0470
 PT0470                         *CURRENT SURVEY CONTROL
 PT0470  ______________________________________________________________________
 PT0470* NAD 83(1986) POSITION- 44 03 30.     (N) 101 27 25.     (W)   SCALED
 PT0470* NAVD 88 ORTHO HEIGHT -   650.701 (meters)     2134.84  (feet) ADJUSTED
 PT0470  ______________________________________________________________________
 PT0470  GEOID HEIGHT    -        -21.870 (meters)                     GEOID18
 PT0470  DYNAMIC HEIGHT  -        650.505 (meters)     2134.20  (feet) COMP
 PT0470  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 PT0470
 PT0470  VERT ORDER      -  SECOND    CLASS 0
 PT0470
 PT0470.The horizontal coordinates were scaled from a map and have
 PT0470.an estimated accuracy of +/- 6 seconds.
 PT0470
 PT0470.The orthometric height was determined by differential leveling and
 PT0470.adjusted by the NATIONAL GEODETIC SURVEY
 PT0470.in June 1991.
 PT0470
 PT0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0470.GEOID18 height accuracy estimate available here.
 PT0470
 PT0470.Click photographs - Photos may exist for this station.
 PT0470
 PT0470.The dynamic height is computed by dividing the NAVD 88
 PT0470.geopotential number by the normal gravity value computed on the
 PT0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0470.degrees latitude (g = 980.6199 gals.).
 PT0470
 PT0470.The modeled gravity was interpolated from observed gravity values.
 PT0470
 PT0470;                    North         East    Units  Estimated Accuracy
 PT0470;SPC SD S     -   192,250.      509,980.      MT  (+/- 180 meters Scaled)
 PT0470
 PT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP032812(NAD 83)
 PT0470
 PT0470                          SUPERSEDED SURVEY CONTROL
 PT0470
 PT0470  NGVD 29 (??/??/92)  650.24   (m)         2133.3    (f) COMPUTED    2 0
 PT0470
 PT0470.Superseded values are not recommended for survey control.
 PT0470
 PT0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0470.See file dsdata.pdf to determine how the superseded data were derived.
 PT0470
 PT0470_MARKER: DR = REFERENCE MARK DISK
 PT0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0470_STAMPING: E 2 X NO 2 1961
 PT0470_MARK LOGO: CGS
 PT0470_PROJECTION: FLUSH
 PT0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0470+STABILITY: SURFACE MOTION
 PT0470
 PT0470  HISTORY     - Date     Condition        Report By
 PT0470  HISTORY     - 1961     MONUMENTED       CGS
 PT0470  HISTORY     - 1962     GOOD             CGS
 PT0470  HISTORY     - 1969     MARK NOT FOUND   CGS
 PT0470
 PT0470                          STATION DESCRIPTION
 PT0470
 PT0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0470'13 MI E FROM PHILIP.
 PT0470'ABOUT 11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0470'FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH ALONG A
 PT0470'GRAVELED ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0470'0.5 MILE NORTHWEST ALONG A TRAIL ROAD, IN SECTION 11, T 1 N, R 22
 PT0470'E, 96 1/2 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 53.3
 PT0470'FEET NORTHWEST OF E 2 X 1961, AND SET IN THE TOP OF A CONCRETE
 PT0470'POST WHICH IS FLUSH WITH THE GROUND.
 PT0470
 PT0470                          STATION RECOVERY (1969)
 PT0470
 PT0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 PT0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0464 ***********************************************************************
 QS0464  DESIGNATION -  E 20
 QS0464  PID         -  QS0464
 QS0464  STATE/COUNTY-  SD/ZIEBACH
 QS0464  COUNTRY     -  US
 QS0464  USGS QUAD   -  ISABEL SW (2017)
 QS0464
 QS0464                         *CURRENT SURVEY CONTROL
 QS0464  ______________________________________________________________________
 QS0464* NAD 83(1986) POSITION- 45 18 44.     (N) 101 29 11.     (W)   SCALED
 QS0464* NAVD 88 ORTHO HEIGHT -   711.374 (meters)     2333.90  (feet) ADJUSTED
 QS0464  ______________________________________________________________________
 QS0464  GEOID HEIGHT    -        -20.569 (meters)                     GEOID18
 QS0464  DYNAMIC HEIGHT  -        711.257 (meters)     2333.52  (feet) COMP
 QS0464  MODELED GRAVITY -    980,429.4   (mgal)                       NAVD 88
 QS0464
 QS0464  VERT ORDER      -  FIRST     CLASS II
 QS0464
 QS0464.The horizontal coordinates were scaled from a map and have
 QS0464.an estimated accuracy of +/- 6 seconds.
 QS0464
 QS0464.The orthometric height was determined by differential leveling and
 QS0464.adjusted by the NATIONAL GEODETIC SURVEY
 QS0464.in June 1991.
 QS0464
 QS0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0464.GEOID18 height accuracy estimate available here.
 QS0464
 QS0464.Click photographs - Photos may exist for this station.
 QS0464
 QS0464.The dynamic height is computed by dividing the NAVD 88
 QS0464.geopotential number by the normal gravity value computed on the
 QS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0464.degrees latitude (g = 980.6199 gals.).
 QS0464
 QS0464.The modeled gravity was interpolated from observed gravity values.
 QS0464
 QS0464;                    North         East    Units  Estimated Accuracy
 QS0464;SPC SD N     -   165,410.      483,450.      MT  (+/- 180 meters Scaled)
 QS0464
 QS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR051206(NAD 83)
 QS0464
 QS0464                          SUPERSEDED SURVEY CONTROL
 QS0464
 QS0464  NGVD 29 (??/??/92)  710.923  (m)         2332.42   (f) ADJ UNCH    1 2
 QS0464
 QS0464.Superseded values are not recommended for survey control.
 QS0464
 QS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0464.See file dsdata.pdf to determine how the superseded data were derived.
 QS0464
 QS0464_MARKER: DB = BENCH MARK DISK
 QS0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0464_STAMPING: E 20 1933
 QS0464_MARK LOGO: CGS
 QS0464_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0464+STABILITY: SURFACE MOTION
 QS0464
 QS0464  HISTORY     - Date     Condition        Report By
 QS0464  HISTORY     - 1933     MONUMENTED       CGS
 QS0464  HISTORY     - 1934     GOOD             CGS
 QS0464  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0464
 QS0464                          STATION DESCRIPTION
 QS0464
 QS0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0464'7.9 MI S FROM ISABEL.
 QS0464'IN ZIEBACH COUNTY, ABOUT 7.9 MILES SOUTH ALONG STATE HIGHWAY 65
 QS0464'FROM ISABEL, DEWEY COUNTY, 62 FEET SOUTH OF A SECTION LINE, AND
 QS0464'62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 QS0464'DISK, STAMPED E 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 QS0464'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 QS0464
 QS0464                          STATION RECOVERY (1934)
 QS0464
 QS0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0464'RECOVERED IN GOOD CONDITION.
 QS0464
 QS0464                          STATION RECOVERY (1985)
 QS0464
 QS0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0464'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0051 ***********************************************************************
 QR0051  DESIGNATION -  E 20 RESET
 QR0051  PID         -  QR0051
 QR0051  STATE/COUNTY-  SD/BROWN
 QR0051  COUNTRY     -  US
 QR0051  USGS QUAD   -  GROTON (2017)
 QR0051
 QR0051                         *CURRENT SURVEY CONTROL
 QR0051  ______________________________________________________________________
 QR0051* NAD 83(1986) POSITION- 45 26 03.     (N) 098 02 33.     (W)   SCALED
 QR0051* NAVD 88 ORTHO HEIGHT -   398.322 (meters)     1306.83  (feet) ADJUSTED
 QR0051  ______________________________________________________________________
 QR0051  GEOID HEIGHT    -        -24.831 (meters)                     GEOID18
 QR0051  VERT ORDER      -  FIRST     CLASS II
 QR0051
 QR0051.The horizontal coordinates were scaled from a map and have
 QR0051.an estimated accuracy of +/- 6 seconds.
 QR0051
 QR0051.The orthometric height was determined by differential leveling and
 QR0051.adjusted by the NATIONAL GEODETIC SURVEY
 QR0051.in July 1998.
 QR0051
 QR0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0051.GEOID18 height accuracy estimate available here.
 QR0051
 QR0051.Click photographs - Photos may exist for this station.
 QR0051
 QR0051;                    North         East    Units  Estimated Accuracy
 QR0051;SPC SD N     -   179,740.      753,150.      MT  (+/- 180 meters Scaled)
 QR0051
 QR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR748316(NAD 83)
 QR0051
 QR0051                          SUPERSEDED SURVEY CONTROL
 QR0051
 QR0051  NAVD 88 (04/17/07)  398.322  (m)         1306.83   (f) SUPERSEDED  3 0
 QR0051
 QR0051.Superseded values are not recommended for survey control.
 QR0051
 QR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0051.See file dsdata.pdf to determine how the superseded data were derived.
 QR0051
 QR0051_MARKER: DB = BENCH MARK DISK
 QR0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0051_STAMPING: E 20 RESET 1972
 QR0051_MARK LOGO: CGS
 QR0051_PROJECTION: PROJECTING 30 CENTIMETERS
 QR0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0051+STABILITY: SURFACE MOTION
 QR0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0051+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0051
 QR0051  HISTORY     - Date     Condition        Report By
 QR0051  HISTORY     - 1972     MONUMENTED       NGS
 QR0051  HISTORY     - 19970314 GOOD             NGS
 QR0051
 QR0051                          STATION DESCRIPTION
 QR0051
 QR0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QR0051'3 MI E FROM GROTON.
 QR0051'3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0051'RAILROAD FROM GROTON, AT A ROAD CROSSING, 155 FEET SOUTH OF THE
 QR0051'CENTER OF THE PROPOSED NEW U.S. HIGHWAY 12, 55 FEET NORTH OF THE
 QR0051'NORTH RAIL, 45 FEET WEST OF THE CENTER OF THE GRADED CROSSROAD,
 QR0051'11 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET EAST OF A METAL
 QR0051'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QR0051'WHICH PROJECTS 8-INCHES.
 QR0051
 QR0051                          STATION RECOVERY (1997)
 QR0051
 QR0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0051'5.7 KM (3.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0051'STATE HIGHWAY 37 IN GROTON, 685.0 M (2247.4 FT) WEST OF MILEPOST 313,
 QR0051'47.8 M (156.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 26.0 M (85.3 FT)
 QR0051'SOUTHWEST OF THE WEST END OF A CULVERT UNDER A DIRT ROAD, 16.9 M (55.4
 QR0051'FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 13.3 M
 QR0051'(43.6 FT) WEST OF THE CENTER OF THE DIRT ROAD, 6.4 M (21.0 FT)
 QR0051'SOUTHWEST OF A UTILITY POLE WITH 1 GUY CABLE, 3.2 M (10.5 FT)
 QR0051'NORTHWEST OF A UTILITY POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 QR0051'HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 QR0051'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0838 ***********************************************************************
 PT0838  DESIGNATION -  E 21
 PT0838  PID         -  PT0838
 PT0838  STATE/COUNTY-  SD/ZIEBACH
 PT0838  COUNTRY     -  US
 PT0838  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT0838
 PT0838                         *CURRENT SURVEY CONTROL
 PT0838  ______________________________________________________________________
 PT0838* NAD 83(1986) POSITION- 44 42 13.98   (N) 101 32 26.94   (W)   HD_HELD1
 PT0838* NAVD 88 ORTHO HEIGHT -   681.157 (meters)     2234.76  (feet) ADJUSTED
 PT0838  ______________________________________________________________________
 PT0838  GEOID HEIGHT    -        -21.159 (meters)                     GEOID18
 PT0838  DYNAMIC HEIGHT  -        681.006 (meters)     2234.27  (feet) COMP
 PT0838  MODELED GRAVITY -    980,373.7   (mgal)                       NAVD 88
 PT0838
 PT0838  VERT ORDER      -  FIRST     CLASS II
 PT0838
 PT0838.The horizontal coordinates were determined by differentially corrected
 PT0838.hand held GPS observations or other comparable positioning techniques
 PT0838.and have an estimated accuracy of +/- 3 meters.
 PT0838
 PT0838.The orthometric height was determined by differential leveling and
 PT0838.adjusted by the NATIONAL GEODETIC SURVEY
 PT0838.in June 1991.
 PT0838
 PT0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0838.GEOID18 height accuracy estimate available here.
 PT0838
 PT0838.Click photographs - Photos may exist for this station.
 PT0838
 PT0838.The dynamic height is computed by dividing the NAVD 88
 PT0838.geopotential number by the normal gravity value computed on the
 PT0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0838.degrees latitude (g = 980.6199 gals.).
 PT0838
 PT0838.The modeled gravity was interpolated from observed gravity values.
 PT0838
 PT0838;                    North         East    Units  Estimated Accuracy
 PT0838;SPC SD N     -    97,899.3     477,899.9     MT  (+/- 3 meters HH1 GPS) 
 PT0838
 PT0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9871553196(NAD 83)
 PT0838
 PT0838                          SUPERSEDED SURVEY CONTROL
 PT0838
 PT0838  NGVD 29 (??/??/92)  680.709  (m)         2233.29   (f) ADJ UNCH    1 2
 PT0838
 PT0838.Superseded values are not recommended for survey control.
 PT0838
 PT0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0838.See file dsdata.pdf to determine how the superseded data were derived.
 PT0838
 PT0838_MARKER: DB = BENCH MARK DISK
 PT0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0838_STAMPING: E 21 1933
 PT0838_MARK LOGO: CGS
 PT0838_PROJECTION: PROJECTING 25 CENTIMETERS
 PT0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0838+STABILITY: SURFACE MOTION
 PT0838
 PT0838  HISTORY     - Date     Condition        Report By
 PT0838  HISTORY     - 1933     MONUMENTED       CGS
 PT0838  HISTORY     - 1934     GOOD             CGS
 PT0838
 PT0838                          STATION DESCRIPTION
 PT0838
 PT0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0838'8.1 MILES NORTH ALONG THE DUPREE ROAD FROM CHERRY CREEK, ZIEBACH
 PT0838'COUNTY, ABOUT 200 FEET SOUTH OF A CURVE, AT AN ABANDONED
 PT0838'SCHOOLHOUSE, IN THE SOUTHWEST CORNER OF THE YARD, AND 56 FEET
 PT0838'NORTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 PT0838'STAMPED E 21 1933 AND SET IN THE TOP OF A CONCRETE POST
 PT0838'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 PT0838
 PT0838                          STATION RECOVERY (1934)
 PT0838
 PT0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0204 ***********************************************************************
 QR0204  DESIGNATION -  E 21
 QR0204  PID         -  QR0204
 QR0204  STATE/COUNTY-  SD/EDMUNDS
 QR0204  COUNTRY     -  US
 QR0204  USGS QUAD   -  BEEBE (2017)
 QR0204
 QR0204                         *CURRENT SURVEY CONTROL
 QR0204  ______________________________________________________________________
 QR0204* NAD 83(1986) POSITION- 45 26 35.     (N) 099 09 14.     (W)   SCALED
 QR0204* NAVD 88 ORTHO HEIGHT -   512.401 (meters)     1681.10  (feet) ADJUSTED
 QR0204  ______________________________________________________________________
 QR0204  GEOID HEIGHT    -        -23.382 (meters)                     GEOID18
 QR0204  DYNAMIC HEIGHT  -        512.354 (meters)     1680.95  (feet) COMP
 QR0204  MODELED GRAVITY -    980,508.8   (mgal)                       NAVD 88
 QR0204
 QR0204  VERT ORDER      -  FIRST     CLASS II
 QR0204
 QR0204.The horizontal coordinates were scaled from a map and have
 QR0204.an estimated accuracy of +/- 6 seconds.
 QR0204
 QR0204.The orthometric height was determined by differential leveling and
 QR0204.adjusted by the NATIONAL GEODETIC SURVEY
 QR0204.in June 1991.
 QR0204
 QR0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0204.GEOID18 height accuracy estimate available here.
 QR0204
 QR0204.Click photographs - Photos may exist for this station.
 QR0204
 QR0204.The dynamic height is computed by dividing the NAVD 88
 QR0204.geopotential number by the normal gravity value computed on the
 QR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0204.degrees latitude (g = 980.6199 gals.).
 QR0204
 QR0204.The modeled gravity was interpolated from observed gravity values.
 QR0204
 QR0204;                    North         East    Units  Estimated Accuracy
 QR0204;SPC SD N     -   179,230.      666,190.      MT  (+/- 180 meters Scaled)
 QR0204
 QR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR879321(NAD 83)
 QR0204
 QR0204                          SUPERSEDED SURVEY CONTROL
 QR0204
 QR0204  NGVD 29 (??/??/92)  512.043  (m)         1679.93   (f) ADJ UNCH    1 2
 QR0204
 QR0204.Superseded values are not recommended for survey control.
 QR0204
 QR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0204.See file dsdata.pdf to determine how the superseded data were derived.
 QR0204
 QR0204_MARKER: DB = BENCH MARK DISK
 QR0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0204_STAMPING: E 21 1931 1679.928
 QR0204_MARK LOGO: CGS
 QR0204_PROJECTION: FLUSH
 QR0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0204+STABILITY: SURFACE MOTION
 QR0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0204+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0204
 QR0204  HISTORY     - Date     Condition        Report By
 QR0204  HISTORY     - 1931     MONUMENTED       CGS
 QR0204  HISTORY     - 1941     GOOD             CGS
 QR0204  HISTORY     - 19970314 GOOD             NGS
 QR0204
 QR0204                          STATION DESCRIPTION
 QR0204
 QR0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0204'2 MI E FROM BEEBE.
 QR0204'2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0204'RAILROAD FROM BEEBE, EDMUNDS COUNTY, 0.4 MILE EAST OF MILEPOST
 QR0204'33, AT A ROAD CROSSING, 96 FEET SOUTH OF THE SOUTH RAIL, 45
 QR0204'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH OF
 QR0204'A FENCE.  A STANDARD DISK, STAMPED 1679.928 E 21 1931 AND SET
 QR0204'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QR0204
 QR0204                          STATION RECOVERY (1997)
 QR0204
 QR0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0204'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0204'STATE HIGHWAY 45 IN IPSWICH, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A
 QR0204'DIRT ROAD, 29.3 M (96.1 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 QR0204'NORTHERN RAILROAD, 13.7 M (44.9 FT) EAST OF THE ROAD CENTER, 2.1 M
 QR0204'(6.9 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.3 M (1.0 FT)
 QR0204'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 QR0204'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0545 ***********************************************************************
 PT0545  DESIGNATION -  E 22
 PT0545  PID         -  PT0545
 PT0545  STATE/COUNTY-  SD/HAAKON
 PT0545  COUNTRY     -  US
 PT0545  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0545
 PT0545                         *CURRENT SURVEY CONTROL
 PT0545  ______________________________________________________________________
 PT0545* NAD 83(1986) POSITION- 44 09 14.     (N) 101 40 02.     (W)   SCALED
 PT0545* NAVD 88 ORTHO HEIGHT -   735.172 (meters)     2411.98  (feet) ADJUSTED
 PT0545  ______________________________________________________________________
 PT0545  GEOID HEIGHT    -        -21.034 (meters)                     GEOID18
 PT0545  DYNAMIC HEIGHT  -        734.965 (meters)     2411.30  (feet) COMP
 PT0545  MODELED GRAVITY -    980,312.2   (mgal)                       NAVD 88
 PT0545
 PT0545  VERT ORDER      -  FIRST     CLASS II
 PT0545
 PT0545.The horizontal coordinates were scaled from a map and have
 PT0545.an estimated accuracy of +/- 6 seconds.
 PT0545
 PT0545.The orthometric height was determined by differential leveling and
 PT0545.adjusted by the NATIONAL GEODETIC SURVEY
 PT0545.in June 1991.
 PT0545
 PT0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0545.GEOID18 height accuracy estimate available here.
 PT0545
 PT0545.Click photographs - Photos may exist for this station.
 PT0545
 PT0545.The dynamic height is computed by dividing the NAVD 88
 PT0545.geopotential number by the normal gravity value computed on the
 PT0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0545.degrees latitude (g = 980.6199 gals.).
 PT0545
 PT0545.The modeled gravity was interpolated from observed gravity values.
 PT0545
 PT0545;                    North         East    Units  Estimated Accuracy
 PT0545;SPC SD S     -   203,110.      493,300.      MT  (+/- 180 meters Scaled)
 PT0545
 PT0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP867924(NAD 83)
 PT0545
 PT0545                          SUPERSEDED SURVEY CONTROL
 PT0545
 PT0545  NGVD 29 (??/??/92)  734.716  (m)         2410.48   (f) ADJ UNCH    1 2
 PT0545
 PT0545.Superseded values are not recommended for survey control.
 PT0545
 PT0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0545.See file dsdata.pdf to determine how the superseded data were derived.
 PT0545
 PT0545_MARKER: DB = BENCH MARK DISK
 PT0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0545_STAMPING: E 22 1933
 PT0545_MARK LOGO: CGS
 PT0545_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0545+STABILITY: SURFACE MOTION
 PT0545
 PT0545  HISTORY     - Date     Condition        Report By
 PT0545  HISTORY     - 1933     MONUMENTED       CGS
 PT0545  HISTORY     - 1962     GOOD             CGS
 PT0545  HISTORY     - 1970     GOOD             NGS
 PT0545
 PT0545                          STATION DESCRIPTION
 PT0545
 PT0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0545'8 MI N FROM PHILIP.
 PT0545'ABOUT 8.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0545'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 76 FEET EAST OF
 PT0545'THE CENTERLINE OF THE HIGHWAY, 74 FEET NORTH OF THE CENTERLINE
 PT0545'OF AN EAST-WEST ROAD, 48 FEET NORTHEAST OF A POWER POLE, 40.2
 PT0545'FEET NORTH OF A METAL WITNESS POST, 39 FEET EAST OF A FENCE,
 PT0545'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PT0545'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK IS SOLID,
 PT0545'BUT HAS BEEN SCUFFED UP BY MACHINERY, DUE TO HIGHWAY IMPROVEMENTS
 PT0545'THE MARK WILL BE DESTROYED.  IT WAS LEFT INTACT FOR USE BY THE
 PT0545'STATE HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM AT THE
 PT0545'TIME OF CONSTRUCTION.  A NEW MARK WAS SET NEARBY.
 PT0545
 PT0545                          STATION RECOVERY (1970)
 PT0545
 PT0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0546 ***********************************************************************
 PT0546  DESIGNATION -  E 22 RESET
 PT0546  PID         -  PT0546
 PT0546  STATE/COUNTY-  SD/HAAKON
 PT0546  COUNTRY     -  US
 PT0546  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0546
 PT0546                         *CURRENT SURVEY CONTROL
 PT0546  ______________________________________________________________________
 PT0546* NAD 83(1986) POSITION- 44 09 14.     (N) 101 40 00.     (W)   SCALED
 PT0546* NAVD 88 ORTHO HEIGHT -   735.27  (+/-2cm)     2412.3   (feet) VERTCON3
 PT0546  ______________________________________________________________________
 PT0546  GEOID HEIGHT    -        -21.036 (meters)                     GEOID18
 PT0546  VERT ORDER      -  THIRD (See Below)
 PT0546
 PT0546.The horizontal coordinates were scaled from a map and have
 PT0546.an estimated accuracy of +/- 6 seconds.
 PT0546
 PT0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0546
 PT0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0546.GEOID18 height accuracy estimate available here.
 PT0546
 PT0546.The vertical order pertains to the NGVD 29 superseded value.
 PT0546
 PT0546.Click photographs - Photos may exist for this station.
 PT0546
 PT0546;                    North         East    Units  Estimated Accuracy
 PT0546;SPC SD S     -   203,110.      493,350.      MT  (+/- 180 meters Scaled)
 PT0546
 PT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP867924(NAD 83)
 PT0546
 PT0546                          SUPERSEDED SURVEY CONTROL
 PT0546
 PT0546  NGVD 29 (??/??/??)  734.82   (m)         2410.8    (f) RESET       3  
 PT0546
 PT0546.Superseded values are not recommended for survey control.
 PT0546
 PT0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0546.See file dsdata.pdf to determine how the superseded data were derived.
 PT0546
 PT0546_MARKER: DB = BENCH MARK DISK
 PT0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0546_STAMPING: E 22 RESET 1970
 PT0546_MARK LOGO: CGS
 PT0546_PROJECTION: FLUSH
 PT0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0546+STABILITY: SURFACE MOTION
 PT0546
 PT0546  HISTORY     - Date     Condition        Report By
 PT0546  HISTORY     - 1970     MONUMENTED       NGS
 PT0546
 PT0546                          STATION DESCRIPTION
 PT0546
 PT0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0546'8 MI N FROM PHILIP.
 PT0546'ABOUT 7.85 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0546'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, AT AN UNGRADED
 PT0546'SECTION LINE ROAD EAST, 150 FEET EAST OF THE CENTER OF STATE
 PT0546'HIGHWAY 73, 1.3 FEET WEST OF A METAL WITNESS POST, 0.5 FOOT
 PT0546'SOUTH OF AN EAST-WEST FENCE LINE, AND SET IN A ROUND CONCRETE
 PT0546'MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1406 ***********************************************************************
 PU1406  DESIGNATION -  E 24
 PU1406  PID         -  PU1406
 PU1406  STATE/COUNTY-  SD/MEADE
 PU1406  COUNTRY     -  US
 PU1406  USGS QUAD   -  BLACKHAWK (2017)
 PU1406
 PU1406                         *CURRENT SURVEY CONTROL
 PU1406  ______________________________________________________________________
 PU1406* NAD 83(1986) POSITION- 44 11 28.     (N) 103 20 11.     (W)   SCALED
 PU1406* NAVD 88 ORTHO HEIGHT -  1103.655 (meters)     3620.91  (feet) ADJUSTED
 PU1406  ______________________________________________________________________
 PU1406  GEOID HEIGHT    -        -15.403 (meters)                     GEOID18
 PU1406  DYNAMIC HEIGHT  -       1103.277 (meters)     3619.67  (feet) COMP
 PU1406  MODELED GRAVITY -    980,237.5   (mgal)                       NAVD 88
 PU1406
 PU1406  VERT ORDER      -  FIRST     CLASS II
 PU1406
 PU1406.The horizontal coordinates were scaled from a map and have
 PU1406.an estimated accuracy of +/- 6 seconds.
 PU1406
 PU1406.The orthometric height was determined by differential leveling and
 PU1406.adjusted by the NATIONAL GEODETIC SURVEY
 PU1406.in June 1991.
 PU1406
 PU1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1406.GEOID18 height accuracy estimate available here.
 PU1406
 PU1406.Click photographs - Photos may exist for this station.
 PU1406
 PU1406.The dynamic height is computed by dividing the NAVD 88
 PU1406.geopotential number by the normal gravity value computed on the
 PU1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1406.degrees latitude (g = 980.6199 gals.).
 PU1406
 PU1406.The modeled gravity was interpolated from observed gravity values.
 PU1406
 PU1406;                    North         East    Units  Estimated Accuracy
 PU1406;SPC SD N     -    45,250.      333,320.      MT  (+/- 180 meters Scaled)
 PU1406
 PU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ329944(NAD 83)
 PU1406
 PU1406                          SUPERSEDED SURVEY CONTROL
 PU1406
 PU1406  NGVD 29 (??/??/92) 1103.145  (m)         3619.23   (f) ADJ UNCH    1 2
 PU1406
 PU1406.Superseded values are not recommended for survey control.
 PU1406
 PU1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1406.See file dsdata.pdf to determine how the superseded data were derived.
 PU1406
 PU1406_MARKER: DD = SURVEY DISK
 PU1406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1406_STAMPING: E 24 1934
 PU1406_MARK LOGO: CGS+SS
 PU1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1406+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1991
 PU1406
 PU1406  HISTORY     - Date     Condition        Report By
 PU1406  HISTORY     - 1934     MONUMENTED       SDGS
 PU1406  HISTORY     - 1962     GOOD             CGS
 PU1406  HISTORY     - 19910816 GOOD             NGS
 PU1406
 PU1406                          STATION DESCRIPTION
 PU1406
 PU1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1406'10 MI NW FROM RAPID CITY.
 PU1406'ABOUT 10.05 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1406'RAILWAY FROM THE STATION AT RAPID CITY, 0.1 MILE SOUTHWEST OF AND
 PU1406'ACROSS THE TRACK FROM A TWO STORY FARMHOUSE, 153 FEET SOUTH OF
 PU1406'THE CENTER OF A PRIVATE ROAD CROSSING, 45 FEET SOUTHWEST OF THE
 PU1406'SOUTHWEST RAIL, 5 FEET NORTHEAST OF A POWER POLE, 2 FEET NORTHEAST
 PU1406'OF A FENCE, 1.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1406'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PU1406'2 INCHES.  NOTE-- PREVIOUSLY DESIGNATED E 24=7-5
 PU1406
 PU1406                          STATION RECOVERY (1991)
 PU1406
 PU1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1406'10.4 KM (6.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1406'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 180.0 M (590.5
 PU1406'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU1406'HIGHWAY, 43.2 M (141.7 FT) SOUTHEAST OF THE CENTER OF A GRAVELED
 PU1406'ROAD, 13.9 M (45.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE CHICAGO AND
 PU1406'NORTHWESTERN RAILROAD, 1.3 M (4.3 FT) EAST OF A UTILITY POLE, 0.4 M
 PU1406'(1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 PU1406'THE TRACK, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE
 PU1406'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2455 ***********************************************************************
 PU2455  DESIGNATION -  E 25 RESET
 PU2455  PID         -  PU2455
 PU2455  STATE/COUNTY-  SD/BUTTE
 PU2455  COUNTRY     -  US
 PU2455  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2455
 PU2455                         *CURRENT SURVEY CONTROL
 PU2455  ______________________________________________________________________
 PU2455* NAD 83(1986) POSITION- 44 40 15.     (N) 103 50 56.     (W)   SCALED
 PU2455* NAVD 88 ORTHO HEIGHT -   920.342 (meters)     3019.49  (feet) ADJUSTED
 PU2455  ______________________________________________________________________
 PU2455  GEOID HEIGHT    -        -15.340 (meters)                     GEOID18
 PU2455  DYNAMIC HEIGHT  -        920.090 (meters)     3018.66  (feet) COMP
 PU2455  MODELED GRAVITY -    980,312.2   (mgal)                       NAVD 88
 PU2455
 PU2455  VERT ORDER      -  FIRST     CLASS II
 PU2455
 PU2455.The horizontal coordinates were scaled from a map and have
 PU2455.an estimated accuracy of +/- 6 seconds.
 PU2455
 PU2455.The orthometric height was determined by differential leveling and
 PU2455.adjusted by the NATIONAL GEODETIC SURVEY
 PU2455.in July 1998.
 PU2455
 PU2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2455.GEOID18 height accuracy estimate available here.
 PU2455
 PU2455.Click photographs - Photos may exist for this station.
 PU2455
 PU2455.The dynamic height is computed by dividing the NAVD 88
 PU2455.geopotential number by the normal gravity value computed on the
 PU2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2455.degrees latitude (g = 980.6199 gals.).
 PU2455
 PU2455.The modeled gravity was interpolated from observed gravity values.
 PU2455
 PU2455;                    North         East    Units  Estimated Accuracy
 PU2455;SPC SD N     -   100,320.      294,920.      MT  (+/- 180 meters Scaled)
 PU2455
 PU2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK912470(NAD 83)
 PU2455
 PU2455                          SUPERSEDED SURVEY CONTROL
 PU2455
 PU2455  NGVD 29 (04/17/07)  919.86   (m)         3017.9    (f) RESET       3  
 PU2455
 PU2455.Superseded values are not recommended for survey control.
 PU2455
 PU2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2455.See file dsdata.pdf to determine how the superseded data were derived.
 PU2455
 PU2455_MARKER: DV = VERTICAL CONTROL DISK
 PU2455_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU2455+WITH SETTING: PAVEMENT
 PU2455_SP_SET: LANDING
 PU2455_STAMPING: E 25 RESET 1989
 PU2455_MARK LOGO: NGS
 PU2455_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2455+STABILITY: SURFACE MOTION
 PU2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2455+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 PU2455
 PU2455  HISTORY     - Date     Condition        Report By
 PU2455  HISTORY     - 1989     MONUMENTED       LOCENG
 PU2455  HISTORY     - 19960415 GOOD             NGS
 PU2455  HISTORY     - 19980928 GOOD             NGS
 PU2455
 PU2455                          STATION DESCRIPTION
 PU2455
 PU2455'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 PU2455'AT BELLE FOURCHE, AT THE CORNER OF EIGHTTH AVENUE AND STATE STREET,
 PU2455'AT THE NORTH SIDE OF THE POST OFFICE BUILDING, ON THE TOP OF THE
 PU2455'ENTRYWAY LANDING, 8.38 M (27.49 FT) WEST FROM THE NORTHEAST CORNER OF
 PU2455'THE BUILDING, 2.68 M (8.79 FT) EAST FROM THE CENTER OF THE NORTH
 PU2455'DOOR, 0.09 M (0.30 FT) NORTH OF THE BUILDING, ABOUT LEVEL WITH THE
 PU2455'POST OFFICE FLOOR, IN SECTION 10, T 8 N, R 2 E.
 PU2455
 PU2455                          STATION RECOVERY (1996)
 PU2455
 PU2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2455'IN BELLE FOURCHE, AT THE INTERSECTION OF 8TH AVENUE AND STATE STREET,
 PU2455'IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE
 PU2455'CONCRETE LANDING AT THE NORTH ENTRANCE TO THE POST OFFICE, 35.6 M
 PU2455'(116.8 FT) EAST OF THE AVENUE CENTERLINE, 16.1 M (52.8 FT) SOUTH OF
 PU2455'THE STREET CENTERLINE, 8.3 M (27.2 FT) WEST OF THE NORTHEAST CORNER OF
 PU2455'THE BUILDING, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE STREET.
 PU2455
 PU2455                          STATION RECOVERY (1998)
 PU2455
 PU2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU2455'IN BELLE FOURCHE, NEAR THE NORTHEAST CORNER OF THE CONCRETE LANDING AT
 PU2455'THE NORTH ENTRANCE TO THE POST OFFICE AT 804 STATE STREET, 37.5 M
 PU2455'(123.0 FT) EAST OF THE CENTER OF 8TH AVENUE, 16.0 M (52.5 FT) SOUTH OF
 PU2455'THE STREET CENTERLINE, 2.6 M (8.5 FT) EAST OF THE CENTER OF THE
 PU2455'ENTRANCE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE STREET, 0.3 M (1.0 FT)
 PU2455'WEST OF THE EAST EDGE OF THE LANDING, AND 0.1 M (0.3 FT) NORTH OF THE
 PU2455'NORTH FACE OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0297 ***********************************************************************
 QT0297  DESIGNATION -  E 26
 QT0297  PID         -  QT0297
 QT0297  STATE/COUNTY-  SD/HARDING
 QT0297  COUNTRY     -  US
 QT0297  USGS QUAD   -  REDIG (2017)
 QT0297
 QT0297                         *CURRENT SURVEY CONTROL
 QT0297  ______________________________________________________________________
 QT0297* NAD 83(1986) POSITION- 45 15 36.     (N) 103 32 53.     (W)   SCALED
 QT0297* NAVD 88 ORTHO HEIGHT -   915.972 (meters)     3005.15  (feet) ADJUSTED
 QT0297  ______________________________________________________________________
 QT0297  GEOID HEIGHT    -        -16.226 (meters)                     GEOID18
 QT0297  DYNAMIC HEIGHT  -        915.783 (meters)     3004.53  (feet) COMP
 QT0297  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 QT0297
 QT0297  VERT ORDER      -  FIRST     CLASS II
 QT0297
 QT0297.The horizontal coordinates were scaled from a map and have
 QT0297.an estimated accuracy of +/- 6 seconds.
 QT0297
 QT0297.The orthometric height was determined by differential leveling and
 QT0297.adjusted by the NATIONAL GEODETIC SURVEY
 QT0297.in June 1991.
 QT0297
 QT0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0297.GEOID18 height accuracy estimate available here.
 QT0297
 QT0297.Click photographs - Photos may exist for this station.
 QT0297
 QT0297.The dynamic height is computed by dividing the NAVD 88
 QT0297.geopotential number by the normal gravity value computed on the
 QT0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0297.degrees latitude (g = 980.6199 gals.).
 QT0297
 QT0297.The modeled gravity was interpolated from observed gravity values.
 QT0297
 QT0297;                    North         East    Units  Estimated Accuracy
 QT0297;SPC SD N     -   164,640.      321,620.      MT  (+/- 180 meters Scaled)
 QT0297
 QT0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL139128(NAD 83)
 QT0297
 QT0297                          SUPERSEDED SURVEY CONTROL
 QT0297
 QT0297  NGVD 29 (??/??/92)  915.483  (m)         3003.55   (f) ADJ UNCH    1 2
 QT0297
 QT0297.Superseded values are not recommended for survey control.
 QT0297
 QT0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0297.See file dsdata.pdf to determine how the superseded data were derived.
 QT0297
 QT0297_MARKER: DB = BENCH MARK DISK
 QT0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0297_STAMPING: E 26 1934
 QT0297_MARK LOGO: CGS
 QT0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0297+STABILITY: SURFACE MOTION
 QT0297
 QT0297  HISTORY     - Date     Condition        Report By
 QT0297  HISTORY     - 1934     MONUMENTED       CGS
 QT0297  HISTORY     - 1972     GOOD             NGS
 QT0297  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0297
 QT0297                          STATION DESCRIPTION
 QT0297
 QT0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0297'22.4 MI S FROM BUFFALO.
 QT0297'22.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0297'COUNTY, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE EAST END OF
 QT0297'THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED E 26 1934.
 QT0297'NOTE-- MARK TO BE DESTROYED BY CONSTRUCTION ON HIGHWAY AT A
 QT0297'LATER DATE.
 QT0297
 QT0297                          STATION RECOVERY (1972)
 QT0297
 QT0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QT0297'RECOVERED IN GOOD CONDITION.
 QT0297
 QT0297                          STATION RECOVERY (1998)
 QT0297
 QT0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0297'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0298 ***********************************************************************
 QT0298  DESIGNATION -  E 26 RESET
 QT0298  PID         -  QT0298
 QT0298  STATE/COUNTY-  SD/HARDING
 QT0298  COUNTRY     -  US
 QT0298  USGS QUAD   -  REDIG (2017)
 QT0298
 QT0298                         *CURRENT SURVEY CONTROL
 QT0298  ______________________________________________________________________
 QT0298* NAD 83(1986) POSITION- 45 15 40.     (N) 103 32 52.     (W)   SCALED
 QT0298* NAVD 88 ORTHO HEIGHT -   918.437 (meters)     3013.24  (feet) ADJUSTED
 QT0298  ______________________________________________________________________
 QT0298  GEOID HEIGHT    -        -16.225 (meters)                     GEOID18
 QT0298  DYNAMIC HEIGHT  -        918.248 (meters)     3012.62  (feet) COMP
 QT0298  MODELED GRAVITY -    980,378.9   (mgal)                       NAVD 88
 QT0298
 QT0298  VERT ORDER      -  FIRST     CLASS II
 QT0298
 QT0298.The horizontal coordinates were scaled from a map and have
 QT0298.an estimated accuracy of +/- 6 seconds.
 QT0298
 QT0298.The orthometric height was determined by differential leveling and
 QT0298.adjusted by the NATIONAL GEODETIC SURVEY
 QT0298.in April 2000.
 QT0298
 QT0298.No vertical observational check was made to the station.
 QT0298
 QT0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0298.GEOID18 height accuracy estimate available here.
 QT0298
 QT0298.Click photographs - Photos may exist for this station.
 QT0298
 QT0298.The dynamic height is computed by dividing the NAVD 88
 QT0298.geopotential number by the normal gravity value computed on the
 QT0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0298.degrees latitude (g = 980.6199 gals.).
 QT0298
 QT0298.The modeled gravity was interpolated from observed gravity values.
 QT0298
 QT0298;                    North         East    Units  Estimated Accuracy
 QT0298;SPC SD N     -   164,760.      321,650.      MT  (+/- 180 meters Scaled)
 QT0298
 QT0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL139129(NAD 83)
 QT0298
 QT0298                          SUPERSEDED SURVEY CONTROL
 QT0298
 QT0298  NAVD 88 (04/17/07)  918.437  (m)         3013.24   (f) SUPERSEDED  3 0
 QT0298
 QT0298.Superseded values are not recommended for survey control.
 QT0298
 QT0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0298.See file dsdata.pdf to determine how the superseded data were derived.
 QT0298
 QT0298_MARKER: DB = BENCH MARK DISK
 QT0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0298_STAMPING: E 26 RESET 1972
 QT0298_MARK LOGO: CGS
 QT0298_PROJECTION: FLUSH
 QT0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0298+STABILITY: SURFACE MOTION
 QT0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0298+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0298
 QT0298  HISTORY     - Date     Condition        Report By
 QT0298  HISTORY     - 1972     MONUMENTED       NGS
 QT0298  HISTORY     - 19980928 GOOD             NGS
 QT0298
 QT0298                          STATION DESCRIPTION
 QT0298
 QT0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QT0298'22.4 MI S FROM BUFFALO.
 QT0298'ABOUT 22.4 MILES SOUTH OF BUFFALO ALONG U.S. HIGHWAY 85, 4.7 MILES
 QT0298'NORTH OF THE JUNCTION OF OLD HIGHWAY 79 AND HIGHWAY 85, 0.7 MILE
 QT0298'SOUTH OF REDIG, 604 FEET NORTH ALONG THE HIGHWAY FROM THE NORTH
 QT0298'END OF BRIDGE, 98 FEET EAST OF THE CENTER OF HIGHWAY 85, 2.1 FEET
 QT0298'SOUTH OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 QT0298'MONUMENT WHICH PROJECTS 8-INCHES.
 QT0298
 QT0298                          STATION RECOVERY (1998)
 QT0298
 QT0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0298'1.0 KM (0.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0298'COUNTY ROAD 732 IN REDIG, 101.3 M (332.3 FT) NORTH OF MILEPOST 104,
 QT0298'29.9 M (98.1 FT) EAST OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) WEST
 QT0298'OF A FENCE, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 QT0298'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QT0298'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0254 ***********************************************************************
 QR0254  DESIGNATION -  E 27
 QR0254  PID         -  QR0254
 QR0254  STATE/COUNTY-  SD/EDMUNDS
 QR0254  COUNTRY     -  US
 QR0254  USGS QUAD   -  GRETNA (2017)
 QR0254
 QR0254                         *CURRENT SURVEY CONTROL
 QR0254  ______________________________________________________________________
 QR0254* NAD 83(1986) POSITION- 45 26 58.     (N) 099 33 14.     (W)   SCALED
 QR0254* NAVD 88 ORTHO HEIGHT -   599.486 (meters)     1966.81  (feet) ADJUSTED
 QR0254  ______________________________________________________________________
 QR0254  GEOID HEIGHT    -        -22.844 (meters)                     GEOID18
 QR0254  DYNAMIC HEIGHT  -        599.421 (meters)     1966.60  (feet) COMP
 QR0254  MODELED GRAVITY -    980,488.2   (mgal)                       NAVD 88
 QR0254
 QR0254  VERT ORDER      -  FIRST     CLASS II
 QR0254
 QR0254.The horizontal coordinates were scaled from a map and have
 QR0254.an estimated accuracy of +/- 6 seconds.
 QR0254
 QR0254.The orthometric height was determined by differential leveling and
 QR0254.adjusted by the NATIONAL GEODETIC SURVEY
 QR0254.in June 1991.
 QR0254
 QR0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0254.GEOID18 height accuracy estimate available here.
 QR0254
 QR0254.Click photographs - Photos may exist for this station.
 QR0254
 QR0254.The dynamic height is computed by dividing the NAVD 88
 QR0254.geopotential number by the normal gravity value computed on the
 QR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0254.degrees latitude (g = 980.6199 gals.).
 QR0254
 QR0254.The modeled gravity was interpolated from observed gravity values.
 QR0254
 QR0254;                    North         East    Units  Estimated Accuracy
 QR0254;SPC SD N     -   179,690.      634,900.      MT  (+/- 180 meters Scaled)
 QR0254
 QR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR566330(NAD 83)
 QR0254
 QR0254                          SUPERSEDED SURVEY CONTROL
 QR0254
 QR0254  NGVD 29 (??/??/92)  599.094  (m)         1965.53   (f) ADJ UNCH    1 2
 QR0254
 QR0254.Superseded values are not recommended for survey control.
 QR0254
 QR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0254.See file dsdata.pdf to determine how the superseded data were derived.
 QR0254
 QR0254_MARKER: DB = BENCH MARK DISK
 QR0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0254_STAMPING: E 27 1934
 QR0254_MARK LOGO: CGS
 QR0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0254+STABILITY: SURFACE MOTION
 QR0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0254+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 QR0254
 QR0254  HISTORY     - Date     Condition        Report By
 QR0254  HISTORY     - 1934     MONUMENTED       CGS
 QR0254  HISTORY     - 1974     GOOD             USGS
 QR0254  HISTORY     - 19970313 GOOD             NGS
 QR0254
 QR0254                          STATION DESCRIPTION
 QR0254
 QR0254'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QR0254'10.5 MI W FROM ROSCOE.
 QR0254'ROSCOE, 10.5 MI. W. OF, 10.0 MI. S. AND 4.0 MI. W. OF HOSMER, NEAR
 QR0254'THE 1/4 COR. BETWEEN SEC. 20 AND 29, T123N, R72W, APPROX. 0.5
 QR0254'MI. W. OF CO. RD. (N-S) AND R.R. OVERPASS, 50 FT. N. OF TRACKS
 QR0254'AND 33 FT. W. OF MILE POST 759, A STANDARD TABLET SET IN A CONCRETE
 QR0254'POST, 2 IN. ABOVE GROUND, STAMPED E 27 1934.
 QR0254
 QR0254                          STATION RECOVERY (1997)
 QR0254
 QR0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0254'7.3 KM (4.55 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0254'STATE HIGHWAY 47 IN BOWDLE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A
 QR0254'TRACK ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG THE BURLINGTON
 QR0254'NORTHERN RAILROAD, 54.4 M (178.5 FT) EAST OF A FENCE CORNER, 16.7 M
 QR0254'(54.8 FT) NORTH OF THE NEAR RAIL, 14.6 M (47.9 FT) NORTHWEST OF
 QR0254'RAILROAD MILEPOST 759, 9.1 M (29.9 FT) WEST OF A UTILITY POLE, 0.8 M
 QR0254'(2.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTH OF A
 QR0254'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QR0254'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GARY BACHMAN, 33049 U.S.
 QR0254'HIGHWAY 12, BOWDLE, SD 57428, TELEPHONE NUMBER (605) 285-6494.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0095 ***********************************************************************
 QS0095  DESIGNATION -  E 28
 QS0095  PID         -  QS0095
 QS0095  STATE/COUNTY-  SD/WALWORTH
 QS0095  COUNTRY     -  US
 QS0095  USGS QUAD   -  GLENHAM (2017)
 QS0095
 QS0095                         *CURRENT SURVEY CONTROL
 QS0095  ______________________________________________________________________
 QS0095* NAD 83(1986) POSITION- 45 30 25.     (N) 100 19 58.     (W)   SCALED
 QS0095* NAVD 88 ORTHO HEIGHT -   502.883 (meters)     1649.88  (feet) ADJUSTED
 QS0095  ______________________________________________________________________
 QS0095  GEOID HEIGHT    -        -21.988 (meters)                     GEOID18
 QS0095  DYNAMIC HEIGHT  -        502.833 (meters)     1649.71  (feet) COMP
 QS0095  MODELED GRAVITY -    980,501.1   (mgal)                       NAVD 88
 QS0095
 QS0095  VERT ORDER      -  FIRST     CLASS II
 QS0095
 QS0095.The horizontal coordinates were scaled from a map and have
 QS0095.an estimated accuracy of +/- 6 seconds.
 QS0095
 QS0095.The orthometric height was determined by differential leveling and
 QS0095.adjusted by the NATIONAL GEODETIC SURVEY
 QS0095.in June 1991.
 QS0095
 QS0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0095.GEOID18 height accuracy estimate available here.
 QS0095
 QS0095.Click photographs - Photos may exist for this station.
 QS0095
 QS0095.The dynamic height is computed by dividing the NAVD 88
 QS0095.geopotential number by the normal gravity value computed on the
 QS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0095.degrees latitude (g = 980.6199 gals.).
 QS0095
 QS0095.The modeled gravity was interpolated from observed gravity values.
 QS0095
 QS0095;                    North         East    Units  Estimated Accuracy
 QS0095;SPC SD N     -   186,030.      574,000.      MT  (+/- 180 meters Scaled)
 QS0095
 QS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR958401(NAD 83)
 QS0095
 QS0095                          SUPERSEDED SURVEY CONTROL
 QS0095
 QS0095  NGVD 29 (??/??/92)  502.523  (m)         1648.69   (f) ADJ UNCH    1 2
 QS0095
 QS0095.Superseded values are not recommended for survey control.
 QS0095
 QS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0095.See file dsdata.pdf to determine how the superseded data were derived.
 QS0095
 QS0095_MARKER: DB = BENCH MARK DISK
 QS0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0095_STAMPING: E 28 1934
 QS0095_MARK LOGO: CGS
 QS0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0095+STABILITY: SURFACE MOTION
 QS0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0095+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 QS0095
 QS0095  HISTORY     - Date     Condition        Report By
 QS0095  HISTORY     - 1934     MONUMENTED       CGS
 QS0095  HISTORY     - 1964     GOOD             CGS
 QS0095  HISTORY     - 19970311 GOOD             NGS
 QS0095
 QS0095                          STATION DESCRIPTION
 QS0095
 QS0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0095'5.9 MI SE FROM MOBRIDGE.
 QS0095'5.9 MILES SOUTHEAST OF MOBRIDGE, WALWORTH COUNTY, 5.5 MILES
 QS0095'SOUTHWEST OF GLENHAM, T 123 M, R 79 W, IN NE 1/4 SECTION 2,
 QS0095'APPROXIMATELY 2.25 MILES WEST OF A ROAD LEADING WEST (OLD R R BED),
 QS0095'90 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.5 FEET SOUTH OF A
 QS0095'WITNESS SIGN IN TOP OF A CONCRETE POST.  A STANDARD DISK, STAMPED
 QS0095'E 28 1934.
 QS0095
 QS0095                          STATION RECOVERY (1997)
 QS0095
 QS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0095'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0095'MAIN STREET IN MOBRIDGE, THENCE 3.9 KM (2.40 MI) SOUTHERLY ALONG STATE
 QS0095'HIGHWAY 1804, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG A GRAVELED ROAD,
 QS0095'31.4 M (103.0 FT) SOUTH OF A FENCE CORNER, 22.4 M (73.5 FT) WEST OF
 QS0095'THE ROAD CENTER, 15.8 M (51.8 FT) NORTH OF A UTILITY POLE, 0.5 M (1.6
 QS0095'FT) ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) WEST OF A WITNESS POST
 QS0095'AND FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 QS0095'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0306 ***********************************************************************
 QR0306  DESIGNATION -  E 295
 QR0306  PID         -  QR0306
 QR0306  STATE/COUNTY-  SD/POTTER
 QR0306  COUNTRY     -  US
 QR0306  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0306
 QR0306                         *CURRENT SURVEY CONTROL
 QR0306  ______________________________________________________________________
 QR0306* NAD 83(1986) POSITION- 45 13 52.     (N) 099 56 23.     (W)   SCALED
 QR0306* NAVD 88 ORTHO HEIGHT -   619.242 (meters)     2031.63  (feet) ADJUSTED
 QR0306  ______________________________________________________________________
 QR0306  GEOID HEIGHT    -        -22.361 (meters)                     GEOID18
 QR0306  DYNAMIC HEIGHT  -        619.158 (meters)     2031.35  (feet) COMP
 QR0306  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 QR0306
 QR0306  VERT ORDER      -  SECOND    CLASS 0
 QR0306
 QR0306.The horizontal coordinates were scaled from a map and have
 QR0306.an estimated accuracy of +/- 6 seconds.
 QR0306
 QR0306.The orthometric height was determined by differential leveling and
 QR0306.adjusted by the NATIONAL GEODETIC SURVEY
 QR0306.in June 1991.
 QR0306
 QR0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0306.GEOID18 height accuracy estimate available here.
 QR0306
 QR0306.Click photographs - Photos may exist for this station.
 QR0306
 QR0306.The dynamic height is computed by dividing the NAVD 88
 QR0306.geopotential number by the normal gravity value computed on the
 QR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0306.degrees latitude (g = 980.6199 gals.).
 QR0306
 QR0306.The modeled gravity was interpolated from observed gravity values.
 QR0306
 QR0306;                    North         East    Units  Estimated Accuracy
 QR0306;SPC SD N     -   155,330.      604,730.      MT  (+/- 180 meters Scaled)
 QR0306
 QR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR262090(NAD 83)
 QR0306
 QR0306                          SUPERSEDED SURVEY CONTROL
 QR0306
 QR0306  NGVD 29 (??/??/92)  618.868  (m)         2030.40   (f) ADJ UNCH    2 0
 QR0306
 QR0306.Superseded values are not recommended for survey control.
 QR0306
 QR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0306.See file dsdata.pdf to determine how the superseded data were derived.
 QR0306
 QR0306_MARKER: DB = BENCH MARK DISK
 QR0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0306_SP_SET: CULVERT HEADWALL
 QR0306_STAMPING: E 295 1940
 QR0306_MARK LOGO: CGS
 QR0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0306+STABILITY: SURFACE MOTION
 QR0306
 QR0306  HISTORY     - Date     Condition        Report By
 QR0306  HISTORY     - 1940     MONUMENTED       CGS
 QR0306
 QR0306                          STATION DESCRIPTION
 QR0306
 QR0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0306'15.5 MI N FROM GETTYSBURG.
 QR0306'15.5 MILES N. OF THE CITY WATER TOWER AT GETTYSBURG, ALONG RT.
 QR0306'83, AT SECTION LINE ROAD, IN CENTER OF CONCRETE HEADWALL OF CULVERT
 QR0306'OF SECTION LINE ROAD, 20.0 FT. S. OF THE CENTER OF SECTION LINE
 QR0306'ROAD, 29.5 FT. W. OF THE CENTER OF RT. 83, 5.5 FT. E. OF WHITE
 QR0306'MARKER POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0307 ***********************************************************************
 QR0307  DESIGNATION -  E 295 RESET
 QR0307  PID         -  QR0307
 QR0307  STATE/COUNTY-  SD/POTTER
 QR0307  COUNTRY     -  US
 QR0307  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0307
 QR0307                         *CURRENT SURVEY CONTROL
 QR0307  ______________________________________________________________________
 QR0307* NAD 83(1986) POSITION- 45 13 52.     (N) 099 56 26.     (W)   SCALED
 QR0307* NAVD 88 ORTHO HEIGHT -   619.39  (meters)     2032.1   (feet) RESET
 QR0307  ______________________________________________________________________
 QR0307  GEOID HEIGHT    -        -22.360 (meters)                     GEOID18
 QR0307  VERT ORDER      -  THIRD
 QR0307
 QR0307.The horizontal coordinates were scaled from a map and have
 QR0307.an estimated accuracy of +/- 6 seconds.
 QR0307
 QR0307.The orthometric height was computed from unverified reset data.
 QR0307
 QR0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0307.GEOID18 height accuracy estimate available here.
 QR0307
 QR0307.Click photographs - Photos may exist for this station.
 QR0307
 QR0307;                    North         East    Units  Estimated Accuracy
 QR0307;SPC SD N     -   155,330.      604,670.      MT  (+/- 180 meters Scaled)
 QR0307
 QR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR261090(NAD 83)
 QR0307
 QR0307                          SUPERSEDED SURVEY CONTROL
 QR0307
 QR0307.No superseded survey control is available for this station.
 QR0307
 QR0307_MARKER: DB = BENCH MARK DISK
 QR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0307_STAMPING: E 295 RESET 1956
 QR0307_MARK LOGO: CGS
 QR0307_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0307+STABILITY: SURFACE MOTION
 QR0307
 QR0307  HISTORY     - Date     Condition        Report By
 QR0307  HISTORY     - 1956     MONUMENTED       CGS
 QR0307
 QR0307                          STATION DESCRIPTION
 QR0307
 QR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0307'15.5 MI N FROM GETTYSBURG.
 QR0307'15.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER
 QR0307'TOWER AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG
 QR0307'U.S. HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF
 QR0307'GETTYSBURG, THENCE 14.9 MILES NORTH ALONG STATE HIGHWAY 83, IN
 QR0307'THE SOUTHEAST ANGLE OF A ROAD INTERSECTION, 122 FEET WEST OF THE
 QR0307'CENTERLINE OF THE HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE
 QR0307'OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED E 295 RESET
 QR0307'1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QR0307'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0254 ***********************************************************************
 PS0254  DESIGNATION -  E 296
 PS0254  PID         -  PS0254
 PS0254  STATE/COUNTY-  SD/HAND
 PS0254  COUNTRY     -  US
 PS0254  USGS QUAD   -  MILLER SE (2017)
 PS0254
 PS0254                         *CURRENT SURVEY CONTROL
 PS0254  ______________________________________________________________________
 PS0254* NAD 83(1986) POSITION- 44 30 28.     (N) 098 50 14.     (W)   SCALED
 PS0254* NAVD 88 ORTHO HEIGHT -   461.420 (meters)     1513.84  (feet) ADJUSTED
 PS0254  ______________________________________________________________________
 PS0254  GEOID HEIGHT    -        -24.736 (meters)                     GEOID18
 PS0254  DYNAMIC HEIGHT  -        461.332 (meters)     1513.55  (feet) COMP
 PS0254  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 PS0254
 PS0254  VERT ORDER      -  FIRST     CLASS II
 PS0254
 PS0254.The horizontal coordinates were scaled from a map and have
 PS0254.an estimated accuracy of +/- 6 seconds.
 PS0254
 PS0254.The orthometric height was determined by differential leveling and
 PS0254.adjusted by the NATIONAL GEODETIC SURVEY
 PS0254.in October 1997.
 PS0254
 PS0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0254.GEOID18 height accuracy estimate available here.
 PS0254
 PS0254.Click photographs - Photos may exist for this station.
 PS0254
 PS0254.The dynamic height is computed by dividing the NAVD 88
 PS0254.geopotential number by the normal gravity value computed on the
 PS0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0254.degrees latitude (g = 980.6199 gals.).
 PS0254
 PS0254.The modeled gravity was interpolated from observed gravity values.
 PS0254
 PS0254;                    North         East    Units  Estimated Accuracy
 PS0254;SPC SD N     -    75,610.      692,460.      MT  (+/- 180 meters Scaled)
 PS0254
 PS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ129282(NAD 83)
 PS0254
 PS0254                          SUPERSEDED SURVEY CONTROL
 PS0254
 PS0254  NAVD 88 (06/15/91)  461.417  (m)         1513.83   (f) SUPERSEDED  1 2
 PS0254  NGVD 29 (??/??/92)  461.096  (m)         1512.78   (f) ADJ UNCH    1 2
 PS0254
 PS0254.Superseded values are not recommended for survey control.
 PS0254
 PS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0254.See file dsdata.pdf to determine how the superseded data were derived.
 PS0254
 PS0254_MARKER: DB = BENCH MARK DISK
 PS0254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0254_SP_SET: HEADWALL
 PS0254_STAMPING: E 296 1940
 PS0254_MARK LOGO: CGS
 PS0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0254+STABILITY: SURFACE MOTION
 PS0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0254+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0254
 PS0254  HISTORY     - Date     Condition        Report By
 PS0254  HISTORY     - 1940     MONUMENTED       CGS
 PS0254  HISTORY     - 19941101 GOOD             NGS
 PS0254
 PS0254                          STATION DESCRIPTION
 PS0254
 PS0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0254'2.1 MI W FROM VAYLAND.
 PS0254'ABOUT 2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0254'FROM THE STATION AT VAYLAND, HAND COUNTY, 95.3 FEET NORTH
 PS0254'OF THE NORTH END OF THE CENTER PIPE OF TRIPLE-PIPE CULVERT 171,
 PS0254'IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A ROAD
 PS0254'CULVERT, AND 1.2 FEET EAST OF A WHITE REFERENCE POST.  A
 PS0254'STANDARD DISK, STAMPED E 296 1940.
 PS0254
 PS0254                          STATION RECOVERY (1994)
 PS0254
 PS0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0254'12.4 KM (7.70 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0254'IN MILLER, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END
 PS0254'OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 PS0254'304.0 M (997.4 FT) WEST OF MILEPOST 309, 8.2 M (26.9 FT) SOUTHWEST OF
 PS0254'THE HIGHWAY CENTERLINE, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 PS0254'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0448 ***********************************************************************
 QS0448  DESIGNATION -  E 298
 QS0448  PID         -  QS0448
 QS0448  STATE/COUNTY-  SD/CORSON
 QS0448  COUNTRY     -  US
 QS0448  USGS QUAD   -  WALKER (2017)
 QS0448
 QS0448                         *CURRENT SURVEY CONTROL
 QS0448  ______________________________________________________________________
 QS0448* NAD 83(1986) POSITION- 45 55 01.     (N) 101 07 09.     (W)   SCALED
 QS0448* NAVD 88 ORTHO HEIGHT -   671.327 (meters)     2202.51  (feet) ADJUSTED
 QS0448  ______________________________________________________________________
 QS0448  GEOID HEIGHT    -        -20.841 (meters)                     GEOID18
 QS0448  DYNAMIC HEIGHT  -        671.260 (meters)     2202.29  (feet) COMP
 QS0448  MODELED GRAVITY -    980,492.3   (mgal)                       NAVD 88
 QS0448
 QS0448  VERT ORDER      -  SECOND    CLASS 0
 QS0448
 QS0448.The horizontal coordinates were scaled from a map and have
 QS0448.an estimated accuracy of +/- 6 seconds.
 QS0448
 QS0448.The orthometric height was determined by differential leveling and
 QS0448.adjusted by the NATIONAL GEODETIC SURVEY
 QS0448.in June 1991.
 QS0448
 QS0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0448.GEOID18 height accuracy estimate available here.
 QS0448
 QS0448.Click photographs - Photos may exist for this station.
 QS0448
 QS0448.The dynamic height is computed by dividing the NAVD 88
 QS0448.geopotential number by the normal gravity value computed on the
 QS0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0448.degrees latitude (g = 980.6199 gals.).
 QS0448
 QS0448.The modeled gravity was interpolated from observed gravity values.
 QS0448
 QS0448;                    North         East    Units  Estimated Accuracy
 QS0448;SPC SD N     -   232,150.      513,170.      MT  (+/- 180 meters Scaled)
 QS0448
 QS0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR356870(NAD 83)
 QS0448
 QS0448                          SUPERSEDED SURVEY CONTROL
 QS0448
 QS0448  NGVD 29 (??/??/92)  670.850  (m)         2200.95   (f) ADJ UNCH    2 0
 QS0448
 QS0448.Superseded values are not recommended for survey control.
 QS0448
 QS0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0448.See file dsdata.pdf to determine how the superseded data were derived.
 QS0448
 QS0448_MARKER: DB = BENCH MARK DISK
 QS0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0448_STAMPING: E 298 1940
 QS0448_MARK LOGO: CGS
 QS0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0448+STABILITY: SURFACE MOTION
 QS0448
 QS0448  HISTORY     - Date     Condition        Report By
 QS0448  HISTORY     - 1940     MONUMENTED       CGS
 QS0448
 QS0448                          STATION DESCRIPTION
 QS0448
 QS0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0448'1.3 MI W FROM WALKER.
 QS0448'1.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0448'RAILROAD FROM THE STATION AT WALKER, CORSON COUNTY, ABOUT 2
 QS0448'POLES EAST OF MILEPOST 852, 45 FEET SOUTH OF THE CENTER LINE OF
 QS0448'THE TRACK, 7.5 FEET EAST OF A POLE, 5 FEET NORTH OF THE
 QS0448'RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE REFERENCE POST
 QS0448'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED E 298 1940 AND SET
 QS0448'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE
 QS0448'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0030 ***********************************************************************
 OS0030  DESIGNATION -  E 299 RESET
 OS0030  PID         -  OS0030
 OS0030  STATE/COUNTY-  SD/LYMAN
 OS0030  COUNTRY     -  US
 OS0030  USGS QUAD   -  MOUTH OF MISSION CREEK (2017)
 OS0030
 OS0030                         *CURRENT SURVEY CONTROL
 OS0030  ______________________________________________________________________
 OS0030* NAD 83(1986) POSITION- 43 42 47.     (N) 100 01 36.     (W)   SCALED
 OS0030* NAVD 88 ORTHO HEIGHT -   492.40  (meters)     1615.5   (feet) RESET
 OS0030  ______________________________________________________________________
 OS0030  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 OS0030  VERT ORDER      -  THIRD
 OS0030
 OS0030.The horizontal coordinates were scaled from a map and have
 OS0030.an estimated accuracy of +/- 6 seconds.
 OS0030
 OS0030.The orthometric height was computed from unverified reset data.
 OS0030
 OS0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0030.GEOID18 height accuracy estimate available here.
 OS0030
 OS0030.Click photographs - Photos may exist for this station.
 OS0030
 OS0030;                    North         East    Units  Estimated Accuracy
 OS0030;SPC SD S     -   153,320.      624,710.      MT  (+/- 180 meters Scaled)
 OS0030
 OS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP172405(NAD 83)
 OS0030
 OS0030                          SUPERSEDED SURVEY CONTROL
 OS0030
 OS0030.No superseded survey control is available for this station.
 OS0030
 OS0030_MARKER: DB = BENCH MARK DISK
 OS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0030_STAMPING: E 299 RESET 1961
 OS0030_MARK LOGO: CGS
 OS0030_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0030+STABILITY: SURFACE MOTION
 OS0030
 OS0030  HISTORY     - Date     Condition        Report By
 OS0030  HISTORY     - 1961     MONUMENTED       CGS
 OS0030
 OS0030                          STATION DESCRIPTION
 OS0030
 OS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OS0030'15.4 MI SE FROM PRESHO.
 OS0030'THIS MARK IS LOCATED 0.75 MILE EAST ALONG U.S. HIGHWAY 16 FROM
 OS0030'PRESHO, THENCE SOUTH ALONG US. HIGHWAY 183 FOR 13.8 MILES
 OS0030'TO CROSSROADS JUST BEFORE REACHING THE WHITE RIVER BRIDGE, TURN
 OS0030'LEFT AND GO EASTERLY ALONG THE SOUTH BASE OF HILL FOR 0.9
 OS0030'MILE TO FORKS AT OLD ABANDONED U.S. 183, TURN LEFT AND GO
 OS0030'NORTH UP VALLEY FOR 0.25 MILE TO MARK ON LEFT, ON WEST SIDE
 OS0030'OF OLD ABANDONED HIGHWAY, JUST WEST OF A PROPOSED RESERVOIR,
 OS0030'ON EAST SLOPE OF A HILL AND ABOUT 12 FEET ABOVE THE LEVEL
 OS0030'OF THE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OS0030'PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0276 ***********************************************************************
 OS0276  DESIGNATION -  E 3 U
 OS0276  PID         -  OS0276
 OS0276  STATE/COUNTY-  SD/JACKSON
 OS0276  COUNTRY     -  US
 OS0276  USGS QUAD   -  BELVIDERE NE (2017)
 OS0276
 OS0276                         *CURRENT SURVEY CONTROL
 OS0276  ______________________________________________________________________
 OS0276* NAD 83(1986) POSITION- 43 54 28.     (N) 101 17 23.     (W)   SCALED
 OS0276* NAVD 88 ORTHO HEIGHT -   708.263 (meters)     2323.69  (feet) ADJUSTED
 OS0276  ______________________________________________________________________
 OS0276  GEOID HEIGHT    -        -22.487 (meters)                     GEOID18
 OS0276  DYNAMIC HEIGHT  -        708.034 (meters)     2322.94  (feet) COMP
 OS0276  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 OS0276
 OS0276  VERT ORDER      -  FIRST     CLASS II
 OS0276
 OS0276.The horizontal coordinates were scaled from a map and have
 OS0276.an estimated accuracy of +/- 6 seconds.
 OS0276
 OS0276.The orthometric height was determined by differential leveling and
 OS0276.adjusted by the NATIONAL GEODETIC SURVEY
 OS0276.in June 1991.
 OS0276
 OS0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0276.GEOID18 height accuracy estimate available here.
 OS0276
 OS0276.Click photographs - Photos may exist for this station.
 OS0276
 OS0276.The dynamic height is computed by dividing the NAVD 88
 OS0276.geopotential number by the normal gravity value computed on the
 OS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0276.degrees latitude (g = 980.6199 gals.).
 OS0276
 OS0276.The modeled gravity was interpolated from observed gravity values.
 OS0276
 OS0276;                    North         East    Units  Estimated Accuracy
 OS0276;SPC SD S     -   175,350.      523,180.      MT  (+/- 180 meters Scaled)
 OS0276
 OS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP161641(NAD 83)
 OS0276
 OS0276                          SUPERSEDED SURVEY CONTROL
 OS0276
 OS0276  NGVD 29 (??/??/92)  707.79   (m)         2322.1    (f) COMPUTED    1 2
 OS0276
 OS0276.Superseded values are not recommended for survey control.
 OS0276
 OS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0276.See file dsdata.pdf to determine how the superseded data were derived.
 OS0276
 OS0276_MARKER: DS = TRIANGULATION STATION DISK
 OS0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0276_STAMPING: E 3 U 1961
 OS0276_MARK LOGO: CGS
 OS0276_PROJECTION: FLUSH
 OS0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0276+STABILITY: SURFACE MOTION
 OS0276
 OS0276  HISTORY     - Date     Condition        Report By
 OS0276  HISTORY     - 1961     MONUMENTED       CGS
 OS0276  HISTORY     - 1962     GOOD             CGS
 OS0276
 OS0276                          STATION DESCRIPTION
 OS0276
 OS0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0276'6 MI N FROM BELVIDERE.
 OS0276'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0276'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 5.0
 OS0276'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG
 OS0276'A DIRT ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OS0276'3 FEET SOUTH OF A FENCE, 6.0 FEET WEST OF A METAL WITNESS POST,
 OS0276'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0276'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0277 ***********************************************************************
 OS0277  DESIGNATION -  E 3 U RM 1
 OS0277  PID         -  OS0277
 OS0277  STATE/COUNTY-  SD/JACKSON
 OS0277  COUNTRY     -  US
 OS0277  USGS QUAD   -  BELVIDERE NE (2017)
 OS0277
 OS0277                         *CURRENT SURVEY CONTROL
 OS0277  ______________________________________________________________________
 OS0277* NAD 83(1986) POSITION- 43 54 28.     (N) 101 17 23.     (W)   SCALED
 OS0277* NAVD 88 ORTHO HEIGHT -   708.473 (meters)     2324.38  (feet) ADJUSTED
 OS0277  ______________________________________________________________________
 OS0277  GEOID HEIGHT    -        -22.487 (meters)                     GEOID18
 OS0277  DYNAMIC HEIGHT  -        708.244 (meters)     2323.63  (feet) COMP
 OS0277  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 OS0277
 OS0277  VERT ORDER      -  FIRST     CLASS II
 OS0277
 OS0277.The horizontal coordinates were scaled from a map and have
 OS0277.an estimated accuracy of +/- 6 seconds.
 OS0277
 OS0277.The orthometric height was determined by differential leveling and
 OS0277.adjusted by the NATIONAL GEODETIC SURVEY
 OS0277.in June 1991.
 OS0277
 OS0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0277.GEOID18 height accuracy estimate available here.
 OS0277
 OS0277.Click photographs - Photos may exist for this station.
 OS0277
 OS0277.The dynamic height is computed by dividing the NAVD 88
 OS0277.geopotential number by the normal gravity value computed on the
 OS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0277.degrees latitude (g = 980.6199 gals.).
 OS0277
 OS0277.The modeled gravity was interpolated from observed gravity values.
 OS0277
 OS0277;                    North         East    Units  Estimated Accuracy
 OS0277;SPC SD S     -   175,350.      523,180.      MT  (+/- 180 meters Scaled)
 OS0277
 OS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP161641(NAD 83)
 OS0277
 OS0277                          SUPERSEDED SURVEY CONTROL
 OS0277
 OS0277  NGVD 29 (??/??/92)  708.00   (m)         2322.8    (f) COMPUTED    1 2
 OS0277
 OS0277.Superseded values are not recommended for survey control.
 OS0277
 OS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0277.See file dsdata.pdf to determine how the superseded data were derived.
 OS0277
 OS0277_MARKER: DR = REFERENCE MARK DISK
 OS0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0277_STAMPING: E 3 U NO 1 1962
 OS0277_MARK LOGO: CGS
 OS0277_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0277+STABILITY: SURFACE MOTION
 OS0277
 OS0277  HISTORY     - Date     Condition        Report By
 OS0277  HISTORY     - 1962     MONUMENTED       CGS
 OS0277
 OS0277                          STATION DESCRIPTION
 OS0277
 OS0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0277'6 MI N FROM BELVIDERE.
 OS0277'ABOUT 0.65 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0277'AND PACIFIC RAILROAD, FROM THE STATION AT BELVIDERE, THENCE
 OS0277'5.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST
 OS0277'ALONG A DIRT ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OS0277'1/2 FEET SOUTH OF A FENCE, 78 FEET EAST OF A POWER POLE, 69.0
 OS0277'FEET NORTH OF AND ACROSS THE ROAD FROM E 3 U 1961 TRIANGULATION
 OS0277'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0277'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0275 ***********************************************************************
 OS0275  DESIGNATION -  E 3 U RM 2
 OS0275  PID         -  OS0275
 OS0275  STATE/COUNTY-  SD/JACKSON
 OS0275  COUNTRY     -  US
 OS0275  USGS QUAD   -  BELVIDERE NE (2017)
 OS0275
 OS0275                         *CURRENT SURVEY CONTROL
 OS0275  ______________________________________________________________________
 OS0275* NAD 83(1986) POSITION- 43 54 28.     (N) 101 17 23.     (W)   SCALED
 OS0275* NAVD 88 ORTHO HEIGHT -   708.279 (meters)     2323.75  (feet) ADJUSTED
 OS0275  ______________________________________________________________________
 OS0275  GEOID HEIGHT    -        -22.487 (meters)                     GEOID18
 OS0275  DYNAMIC HEIGHT  -        708.050 (meters)     2322.99  (feet) COMP
 OS0275  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 OS0275
 OS0275  VERT ORDER      -  FIRST     CLASS II
 OS0275
 OS0275.The horizontal coordinates were scaled from a map and have
 OS0275.an estimated accuracy of +/- 6 seconds.
 OS0275
 OS0275.The orthometric height was determined by differential leveling and
 OS0275.adjusted by the NATIONAL GEODETIC SURVEY
 OS0275.in June 1991.
 OS0275
 OS0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0275.GEOID18 height accuracy estimate available here.
 OS0275
 OS0275.Click photographs - Photos may exist for this station.
 OS0275
 OS0275.The dynamic height is computed by dividing the NAVD 88
 OS0275.geopotential number by the normal gravity value computed on the
 OS0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0275.degrees latitude (g = 980.6199 gals.).
 OS0275
 OS0275.The modeled gravity was interpolated from observed gravity values.
 OS0275
 OS0275;                    North         East    Units  Estimated Accuracy
 OS0275;SPC SD S     -   175,350.      523,180.      MT  (+/- 180 meters Scaled)
 OS0275
 OS0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP161641(NAD 83)
 OS0275
 OS0275                          SUPERSEDED SURVEY CONTROL
 OS0275
 OS0275  NGVD 29 (??/??/92)  707.81   (m)         2322.2    (f) COMPUTED    1 2
 OS0275
 OS0275.Superseded values are not recommended for survey control.
 OS0275
 OS0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0275.See file dsdata.pdf to determine how the superseded data were derived.
 OS0275
 OS0275_MARKER: DR = REFERENCE MARK DISK
 OS0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0275_STAMPING: E 3 U NO 2 1961
 OS0275_MARK LOGO: CGS
 OS0275_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0275+STABILITY: SURFACE MOTION
 OS0275
 OS0275  HISTORY     - Date     Condition        Report By
 OS0275  HISTORY     - 1961     MONUMENTED       CGS
 OS0275  HISTORY     - 1962     GOOD             CGS
 OS0275
 OS0275                          STATION DESCRIPTION
 OS0275
 OS0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0275'6 MI N FROM BELVIDERE.
 OS0275'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0275'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 5.0
 OS0275'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG
 OS0275'A DIRT ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.5
 OS0275'FEET SOUTH OF A FENCE, 50.0 FEET EAST OF E 3 U 1961 TRIANGULATION
 OS0275'STATION, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OS0275'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0273 ***********************************************************************
 OS0273  DESIGNATION -  E 3 V
 OS0273  PID         -  OS0273
 OS0273  STATE/COUNTY-  SD/JACKSON
 OS0273  COUNTRY     -  US
 OS0273  USGS QUAD   -  BELVIDERE NE (2017)
 OS0273
 OS0273                         *CURRENT SURVEY CONTROL
 OS0273  ______________________________________________________________________
 OS0273* NAD 83(1986) POSITION- 43 54 28.     (N) 101 16 59.     (W)   SCALED
 OS0273* NAVD 88 ORTHO HEIGHT -   709.013 (meters)     2326.15  (feet) ADJUSTED
 OS0273  ______________________________________________________________________
 OS0273  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 OS0273  DYNAMIC HEIGHT  -        708.785 (meters)     2325.41  (feet) COMP
 OS0273  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 OS0273
 OS0273  VERT ORDER      -  FIRST     CLASS II
 OS0273
 OS0273.The horizontal coordinates were scaled from a map and have
 OS0273.an estimated accuracy of +/- 6 seconds.
 OS0273
 OS0273.The orthometric height was determined by differential leveling and
 OS0273.adjusted by the NATIONAL GEODETIC SURVEY
 OS0273.in June 1991.
 OS0273
 OS0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0273.GEOID18 height accuracy estimate available here.
 OS0273
 OS0273.Click photographs - Photos may exist for this station.
 OS0273
 OS0273.The dynamic height is computed by dividing the NAVD 88
 OS0273.geopotential number by the normal gravity value computed on the
 OS0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0273.degrees latitude (g = 980.6199 gals.).
 OS0273
 OS0273.The modeled gravity was interpolated from observed gravity values.
 OS0273
 OS0273;                    North         East    Units  Estimated Accuracy
 OS0273;SPC SD S     -   175,350.      523,720.      MT  (+/- 180 meters Scaled)
 OS0273
 OS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP166641(NAD 83)
 OS0273
 OS0273                          SUPERSEDED SURVEY CONTROL
 OS0273
 OS0273  NGVD 29 (??/??/92)  708.54   (m)         2324.6    (f) COMPUTED    1 2
 OS0273
 OS0273.Superseded values are not recommended for survey control.
 OS0273
 OS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0273.See file dsdata.pdf to determine how the superseded data were derived.
 OS0273
 OS0273_MARKER: DS = TRIANGULATION STATION DISK
 OS0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0273_STAMPING: E 3 V 1961
 OS0273_MARK LOGO: CGS
 OS0273_PROJECTION: FLUSH
 OS0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0273+STABILITY: SURFACE MOTION
 OS0273
 OS0273  HISTORY     - Date     Condition        Report By
 OS0273  HISTORY     - 1961     MONUMENTED       CGS
 OS0273  HISTORY     - 1962     GOOD             CGS
 OS0273
 OS0273                          STATION DESCRIPTION
 OS0273
 OS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0273'5.6 MI N FROM BELVIDERE.
 OS0273'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0273'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 5.0
 OS0273'MILES NORTH ALONG A GRAVELED ROAD, AT AN EAST-WEST SECTION LINE
 OS0273'ROAD, IN SECTION 5, T 2 S, R 24 E, 198 FEET EAST OF THE CENTER
 OS0273'LINE OF A NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE
 OS0273'OF A EAST-WEST ROAD, 8.5 FEET WEST OF A POWER POLE WITH WITNESS
 OS0273'SHIELD ON NORTH SIDE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OS0273'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0274 ***********************************************************************
 OS0274  DESIGNATION -  E 3 V RM 1
 OS0274  PID         -  OS0274
 OS0274  STATE/COUNTY-  SD/JACKSON
 OS0274  COUNTRY     -  US
 OS0274  USGS QUAD   -  BELVIDERE NE (2017)
 OS0274
 OS0274                         *CURRENT SURVEY CONTROL
 OS0274  ______________________________________________________________________
 OS0274* NAD 83(1986) POSITION- 43 54 28.     (N) 101 16 59.     (W)   SCALED
 OS0274* NAVD 88 ORTHO HEIGHT -   708.420 (meters)     2324.21  (feet) ADJUSTED
 OS0274  ______________________________________________________________________
 OS0274  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 OS0274  DYNAMIC HEIGHT  -        708.191 (meters)     2323.46  (feet) COMP
 OS0274  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 OS0274
 OS0274  VERT ORDER      -  FIRST     CLASS II
 OS0274
 OS0274.The horizontal coordinates were scaled from a map and have
 OS0274.an estimated accuracy of +/- 6 seconds.
 OS0274
 OS0274.The orthometric height was determined by differential leveling and
 OS0274.adjusted by the NATIONAL GEODETIC SURVEY
 OS0274.in June 1991.
 OS0274
 OS0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0274.GEOID18 height accuracy estimate available here.
 OS0274
 OS0274.Click photographs - Photos may exist for this station.
 OS0274
 OS0274.The dynamic height is computed by dividing the NAVD 88
 OS0274.geopotential number by the normal gravity value computed on the
 OS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0274.degrees latitude (g = 980.6199 gals.).
 OS0274
 OS0274.The modeled gravity was interpolated from observed gravity values.
 OS0274
 OS0274;                    North         East    Units  Estimated Accuracy
 OS0274;SPC SD S     -   175,350.      523,720.      MT  (+/- 180 meters Scaled)
 OS0274
 OS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP166641(NAD 83)
 OS0274
 OS0274                          SUPERSEDED SURVEY CONTROL
 OS0274
 OS0274  NGVD 29 (??/??/92)  707.95   (m)         2322.7    (f) COMPUTED    1 2
 OS0274
 OS0274.Superseded values are not recommended for survey control.
 OS0274
 OS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0274.See file dsdata.pdf to determine how the superseded data were derived.
 OS0274
 OS0274_MARKER: DR = REFERENCE MARK DISK
 OS0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0274_STAMPING: E 3 V NO 1 1961
 OS0274_MARK LOGO: CGS
 OS0274_PROJECTION: FLUSH
 OS0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0274+STABILITY: SURFACE MOTION
 OS0274
 OS0274  HISTORY     - Date     Condition        Report By
 OS0274  HISTORY     - 1961     MONUMENTED       CGS
 OS0274  HISTORY     - 1962     GOOD             CGS
 OS0274
 OS0274                          STATION DESCRIPTION
 OS0274
 OS0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0274'5.6 MI N FROM BELVIDERE.
 OS0274'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0274'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 5.0
 OS0274'MILES NORTH ALONG A GRAVELED ROAD, AT AN EAST-WEST SECTION LINE
 OS0274'ROAD, IN SECTION 5, T 2 S, R 24 E, 200 FEET EAST OF THE CENTER
 OS0274'LINE OF A NORTH-SOUTH ROAD, 16 FEET NORTH OF THE CENTER LINE
 OS0274'OF AN EAST-WEST ROAD, 52 FEET NORTH OF A POWER POLE, 51.5 FEET
 OS0274'WEST OF AND ACROSS THE ROAD FROM E 3 V 1961 TRIANGULATION
 OS0274'STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0272 ***********************************************************************
 OS0272  DESIGNATION -  E 3 V RM 2
 OS0272  PID         -  OS0272
 OS0272  STATE/COUNTY-  SD/JACKSON
 OS0272  COUNTRY     -  US
 OS0272  USGS QUAD   -  BELVIDERE NE (2017)
 OS0272
 OS0272                         *CURRENT SURVEY CONTROL
 OS0272  ______________________________________________________________________
 OS0272* NAD 83(1986) POSITION- 43 54 28.     (N) 101 16 59.     (W)   SCALED
 OS0272* NAVD 88 ORTHO HEIGHT -   708.676 (meters)     2325.05  (feet) ADJUSTED
 OS0272  ______________________________________________________________________
 OS0272  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 OS0272  DYNAMIC HEIGHT  -        708.447 (meters)     2324.30  (feet) COMP
 OS0272  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 OS0272
 OS0272  VERT ORDER      -  FIRST     CLASS II
 OS0272
 OS0272.The horizontal coordinates were scaled from a map and have
 OS0272.an estimated accuracy of +/- 6 seconds.
 OS0272
 OS0272.The orthometric height was determined by differential leveling and
 OS0272.adjusted by the NATIONAL GEODETIC SURVEY
 OS0272.in June 1991.
 OS0272
 OS0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0272.GEOID18 height accuracy estimate available here.
 OS0272
 OS0272.Click photographs - Photos may exist for this station.
 OS0272
 OS0272.The dynamic height is computed by dividing the NAVD 88
 OS0272.geopotential number by the normal gravity value computed on the
 OS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0272.degrees latitude (g = 980.6199 gals.).
 OS0272
 OS0272.The modeled gravity was interpolated from observed gravity values.
 OS0272
 OS0272;                    North         East    Units  Estimated Accuracy
 OS0272;SPC SD S     -   175,350.      523,720.      MT  (+/- 180 meters Scaled)
 OS0272
 OS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP166641(NAD 83)
 OS0272
 OS0272                          SUPERSEDED SURVEY CONTROL
 OS0272
 OS0272  NGVD 29 (??/??/92)  708.21   (m)         2323.5    (f) COMPUTED    1 2
 OS0272
 OS0272.Superseded values are not recommended for survey control.
 OS0272
 OS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0272.See file dsdata.pdf to determine how the superseded data were derived.
 OS0272
 OS0272_MARKER: DR = REFERENCE MARK DISK
 OS0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0272_STAMPING: E 3 V NO 2 1961
 OS0272_MARK LOGO: CGS
 OS0272_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0272+STABILITY: SURFACE MOTION
 OS0272
 OS0272  HISTORY     - Date     Condition        Report By
 OS0272  HISTORY     - 1961     MONUMENTED       CGS
 OS0272  HISTORY     - 1962     GOOD             CGS
 OS0272
 OS0272                          STATION DESCRIPTION
 OS0272
 OS0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0272'5.6 MI N FROM BELVIDERE.
 OS0272'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0272'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 5.0
 OS0272'MILES NORTH ALONG A GRAVELED ROAD, AT AN EAST-WEST SECTION LINE
 OS0272'ROAD, IN SECTION 5, T 2 S, R 24 E, 37 FEET EAST OF THE CENTER
 OS0272'LINE OF A NORTH-SOUTH ROAD, 29 FEET SOUTH OF THE CENTER LINE
 OS0272'OF AN EAST-WEST ROAD, 160.5 FEET WEST OF E 3 V 1961 TRIANGULATION
 OS0272'STATION, 1 FOOT EAST OF A FENCE, 1.0 FEET EAST OF A METAL WITNESS
 OS0272'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0256 ***********************************************************************
 QS0256  DESIGNATION -  E 30
 QS0256  PID         -  QS0256
 QS0256  STATE/COUNTY-  SD/DEWEY
 QS0256  COUNTRY     -  US
 QS0256  USGS QUAD   -  GLENCROSS (2017)
 QS0256
 QS0256                         *CURRENT SURVEY CONTROL
 QS0256  ______________________________________________________________________
 QS0256* NAD 83(1986) POSITION- 45 26 58.     (N) 100 55 20.     (W)   SCALED
 QS0256* NAVD 88 ORTHO HEIGHT -   657.202 (meters)     2156.17  (feet) ADJUSTED
 QS0256  ______________________________________________________________________
 QS0256  GEOID HEIGHT    -        -21.332 (meters)                     GEOID18
 QS0256  DYNAMIC HEIGHT  -        657.113 (meters)     2155.88  (feet) COMP
 QS0256  MODELED GRAVITY -    980,459.7   (mgal)                       NAVD 88
 QS0256
 QS0256  VERT ORDER      -  FIRST     CLASS II
 QS0256
 QS0256.The horizontal coordinates were scaled from a map and have
 QS0256.an estimated accuracy of +/- 6 seconds.
 QS0256
 QS0256.The orthometric height was determined by differential leveling and
 QS0256.adjusted by the NATIONAL GEODETIC SURVEY
 QS0256.in June 1991.
 QS0256
 QS0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0256.GEOID18 height accuracy estimate available here.
 QS0256
 QS0256.Click photographs - Photos may exist for this station.
 QS0256
 QS0256.The dynamic height is computed by dividing the NAVD 88
 QS0256.geopotential number by the normal gravity value computed on the
 QS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0256.degrees latitude (g = 980.6199 gals.).
 QS0256
 QS0256.The modeled gravity was interpolated from observed gravity values.
 QS0256
 QS0256;                    North         East    Units  Estimated Accuracy
 QS0256;SPC SD N     -   180,000.      527,860.      MT  (+/- 180 meters Scaled)
 QS0256
 QS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR496346(NAD 83)
 QS0256
 QS0256                          SUPERSEDED SURVEY CONTROL
 QS0256
 QS0256  NGVD 29 (??/??/92)  656.776  (m)         2154.77   (f) ADJ UNCH    1 2
 QS0256
 QS0256.Superseded values are not recommended for survey control.
 QS0256
 QS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0256.See file dsdata.pdf to determine how the superseded data were derived.
 QS0256
 QS0256_MARKER: DB = BENCH MARK DISK
 QS0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0256_STAMPING: E 30 1934
 QS0256_MARK LOGO: CGS
 QS0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0256+STABILITY: SURFACE MOTION
 QS0256
 QS0256  HISTORY     - Date     Condition        Report By
 QS0256  HISTORY     - 1934     MONUMENTED       CGS
 QS0256  HISTORY     - 1953     GOOD             CGS
 QS0256  HISTORY     - 19990623 MARK NOT FOUND   NGS
 QS0256
 QS0256                          STATION DESCRIPTION
 QS0256
 QS0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0256'AT GLENCROSS.
 QS0256'AT GLENCROSS, DEWEY COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0256'AND PACIFIC RAILROAD, AT MILEPOST 32, 78 FEET WEST OF THE WEST
 QS0256'DOORS OF A GRAIN ELEVATOR, 34 FEET SOUTH OF THE EAST END OF A
 QS0256'LOADING PLATFORM, AND ABOUT 31 YARDS SOUTH OF THE CENTER LINE
 QS0256'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E 30 1934 AND SET
 QS0256'IN THE TOP OF A CONCRETE POST.
 QS0256
 QS0256                          STATION RECOVERY (1953)
 QS0256
 QS0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0256'RECOVERED IN GOOD CONDITION.
 QS0256
 QS0256                          STATION RECOVERY (1999)
 QS0256
 QS0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0487 ***********************************************************************
 OR0487  DESIGNATION -  E 300
 OR0487  PID         -  OR0487
 OR0487  STATE/COUNTY-  SD/BRULE
 OR0487  COUNTRY     -  US
 OR0487  USGS QUAD   -  RED LAKE WEST (2017)
 OR0487
 OR0487                         *CURRENT SURVEY CONTROL
 OR0487  ______________________________________________________________________
 OR0487* NAD 83(1986) POSITION- 43 44 44.     (N) 099 18 41.     (W)   SCALED
 OR0487* NAVD 88 ORTHO HEIGHT -   512.568 (meters)     1681.65  (feet) ADJUSTED
 OR0487  ______________________________________________________________________
 OR0487  GEOID HEIGHT    -        -25.740 (meters)                     GEOID18
 OR0487  DYNAMIC HEIGHT  -        512.424 (meters)     1681.18  (feet) COMP
 OR0487  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 OR0487
 OR0487  VERT ORDER      -  SECOND    CLASS 0
 OR0487
 OR0487.The horizontal coordinates were scaled from a map and have
 OR0487.an estimated accuracy of +/- 6 seconds.
 OR0487
 OR0487.The orthometric height was determined by differential leveling and
 OR0487.adjusted by the NATIONAL GEODETIC SURVEY
 OR0487.in June 1991.
 OR0487
 OR0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0487.GEOID18 height accuracy estimate available here.
 OR0487
 OR0487.Click photographs - Photos may exist for this station.
 OR0487
 OR0487.The dynamic height is computed by dividing the NAVD 88
 OR0487.geopotential number by the normal gravity value computed on the
 OR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0487.degrees latitude (g = 980.6199 gals.).
 OR0487
 OR0487.The modeled gravity was interpolated from observed gravity values.
 OR0487
 OR0487;                    North         East    Units  Estimated Accuracy
 OR0487;SPC SD S     -   157,390.      682,310.      MT  (+/- 180 meters Scaled)
 OR0487
 OR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP749436(NAD 83)
 OR0487
 OR0487                          SUPERSEDED SURVEY CONTROL
 OR0487
 OR0487  NGVD 29 (??/??/92)  512.225  (m)         1680.52   (f) ADJ UNCH    2 0
 OR0487
 OR0487.Superseded values are not recommended for survey control.
 OR0487
 OR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0487.See file dsdata.pdf to determine how the superseded data were derived.
 OR0487
 OR0487_MARKER: DB = BENCH MARK DISK
 OR0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0487_STAMPING: E 300 1945
 OR0487_MARK LOGO: CGS
 OR0487_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0487+STABILITY: SURFACE MOTION
 OR0487
 OR0487  HISTORY     - Date     Condition        Report By
 OR0487  HISTORY     - 1945     MONUMENTED       CGS
 OR0487  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0487
 OR0487                          STATION DESCRIPTION
 OR0487
 OR0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0487'4.9 MI SE FROM CHAMBERLAIN.
 OR0487'4.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0487'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0487'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0487'THENCE 2.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0487'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 37 FEET NORTH OF THE
 OR0487'CENTER LINE OF THE DIRT ROAD, 30 FEET EAST OF THE CENTER LINE
 OR0487'OF THE GRAVEL ROAD, 2 FEET WEST OF A POLE, 3 FEET SOUTH OF A
 OR0487'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 OR0487'GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0487'5 INCHES ABOVE GROUND.
 OR0487
 OR0487                          STATION RECOVERY (1974)
 OR0487
 OR0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0681 ***********************************************************************
 OR0681  DESIGNATION -  E 301
 OR0681  PID         -  OR0681
 OR0681  STATE/COUNTY-  SD/CHARLES MIX
 OR0681  COUNTRY     -  US
 OR0681  USGS QUAD   -  LUCAS NW (2017)
 OR0681
 OR0681                         *CURRENT SURVEY CONTROL
 OR0681  ______________________________________________________________________
 OR0681* NAD 83(1986) POSITION- 43 29 35.     (N) 099 08 28.     (W)   SCALED
 OR0681* NAVD 88 ORTHO HEIGHT -   521.582 (meters)     1711.22  (feet) ADJUSTED
 OR0681  ______________________________________________________________________
 OR0681  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 OR0681  DYNAMIC HEIGHT  -        521.408 (meters)     1710.65  (feet) COMP
 OR0681  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 OR0681
 OR0681  VERT ORDER      -  SECOND    CLASS 0
 OR0681
 OR0681.The horizontal coordinates were scaled from a map and have
 OR0681.an estimated accuracy of +/- 6 seconds.
 OR0681
 OR0681.The orthometric height was determined by differential leveling and
 OR0681.adjusted by the NATIONAL GEODETIC SURVEY
 OR0681.in June 1991.
 OR0681
 OR0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0681.GEOID18 height accuracy estimate available here.
 OR0681
 OR0681.Click photographs - Photos may exist for this station.
 OR0681
 OR0681.The dynamic height is computed by dividing the NAVD 88
 OR0681.geopotential number by the normal gravity value computed on the
 OR0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0681.degrees latitude (g = 980.6199 gals.).
 OR0681
 OR0681.The modeled gravity was interpolated from observed gravity values.
 OR0681
 OR0681;                    North         East    Units  Estimated Accuracy
 OR0681;SPC SD S     -   129,530.      696,420.      MT  (+/- 180 meters Scaled)
 OR0681
 OR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP885155(NAD 83)
 OR0681
 OR0681                          SUPERSEDED SURVEY CONTROL
 OR0681
 OR0681  NGVD 29 (??/??/92)  521.229  (m)         1710.07   (f) ADJ UNCH    2 0
 OR0681
 OR0681.Superseded values are not recommended for survey control.
 OR0681
 OR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0681.See file dsdata.pdf to determine how the superseded data were derived.
 OR0681
 OR0681_MARKER: DB = BENCH MARK DISK
 OR0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0681_STAMPING: E 301 1945
 OR0681_MARK LOGO: CGS
 OR0681_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0681+STABILITY: SURFACE MOTION
 OR0681
 OR0681  HISTORY     - Date     Condition        Report By
 OR0681  HISTORY     - 1945     MONUMENTED       CGS
 OR0681  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0681
 OR0681                          STATION DESCRIPTION
 OR0681
 OR0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0681'5.6 MI NW FROM ACADEMY.
 OR0681'5.6 MILES NORTHWEST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0681'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0681'THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD, AND THENCE 2.5 MILES
 OR0681'NORTH ALONG A GRADED DIRT ROAD.  IT IS 87.5 FEET WEST OF A 30-INCH
 OR0681'COTTONWOOD TREE, 41.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OR0681'1 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 OR0681'POST, AND ABOUT 2-1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 OR0681'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OR0681
 OR0681                          STATION RECOVERY (1971)
 OR0681
 OR0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0415 ***********************************************************************
 OR0415  DESIGNATION -  E 302
 OR0415  PID         -  OR0415
 OR0415  STATE/COUNTY-  SD/LYMAN
 OR0415  COUNTRY     -  US
 OR0415  USGS QUAD   -  OACOMA (2017)
 OR0415
 OR0415                         *CURRENT SURVEY CONTROL
 OR0415  ______________________________________________________________________
 OR0415* NAD 83(1986) POSITION- 43 47 42.     (N) 099 23 13.     (W)   SCALED
 OR0415* NAVD 88 ORTHO HEIGHT -   415.960 (meters)     1364.70  (feet) ADJUSTED
 OR0415  ______________________________________________________________________
 OR0415  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 OR0415  DYNAMIC HEIGHT  -        415.852 (meters)     1364.34  (feet) COMP
 OR0415  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 OR0415
 OR0415  VERT ORDER      -  FIRST     CLASS II
 OR0415
 OR0415.The horizontal coordinates were scaled from a map and have
 OR0415.an estimated accuracy of +/- 6 seconds.
 OR0415
 OR0415.The orthometric height was determined by differential leveling and
 OR0415.adjusted by the NATIONAL GEODETIC SURVEY
 OR0415.in September 1993.
 OR0415
 OR0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0415.GEOID18 height accuracy estimate available here.
 OR0415
 OR0415.Click photographs - Photos may exist for this station.
 OR0415
 OR0415.The dynamic height is computed by dividing the NAVD 88
 OR0415.geopotential number by the normal gravity value computed on the
 OR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0415.degrees latitude (g = 980.6199 gals.).
 OR0415
 OR0415.The modeled gravity was interpolated from observed gravity values.
 OR0415
 OR0415;                    North         East    Units  Estimated Accuracy
 OR0415;SPC SD S     -   162,810.      676,160.      MT  (+/- 180 meters Scaled)
 OR0415
 OR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP688491(NAD 83)
 OR0415
 OR0415                          SUPERSEDED SURVEY CONTROL
 OR0415
 OR0415  NAVD 88 (06/15/91)  415.936  (m)         1364.62   (f) SUPERSEDED  1 2
 OR0415  NGVD 29 (??/??/92)  415.612  (m)         1363.55   (f) ADJ UNCH    1 2
 OR0415
 OR0415.Superseded values are not recommended for survey control.
 OR0415
 OR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0415.See file dsdata.pdf to determine how the superseded data were derived.
 OR0415
 OR0415_MARKER: DB = BENCH MARK DISK
 OR0415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0415_SP_SET: HEADWALL
 OR0415_STAMPING: E 302 1945
 OR0415_MARK LOGO: CGS
 OR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0415+STABILITY: SURFACE MOTION
 OR0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0415+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991
 OR0415
 OR0415  HISTORY     - Date     Condition        Report By
 OR0415  HISTORY     - 1945     MONUMENTED       CGS
 OR0415  HISTORY     - 19910627 GOOD             NGS
 OR0415
 OR0415                          STATION DESCRIPTION
 OR0415
 OR0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0415'0.3 MI E FROM OACOMA.
 OR0415'0.3 MILE EAST TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0415'AND PACIFIC RAILROAD STATION AT OACOMA GO SOUTH 2 BLOCKS THENCE
 OR0415'EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 16 TO SITE OF MARK, BENCH
 OR0415'MARK IS 24.0 FEET NORTH OF AND ABOUT 7.0 FEET LOWER THAN THE
 OR0415'CENTER LINE OF THE HIGHWAY, ON TOP OF THE EAST END OF THE NORTH
 OR0415'HEADWALL OF 5 FT X 5 FT CONCRETE CULVERT.  A BRONZE DISK STAMPED
 OR0415'E 302 1945 SET IN A DRILL HOLE IN CONCRETE.
 OR0415
 OR0415                          STATION RECOVERY (1991)
 OR0415
 OR0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0415'0.7 KM (0.4 MI) SOUTHERLY ALONG DOUGAN AVENUE FROM THE INTERSECTION
 OR0415'OF INTERSTATE HIGHWAY 90 (EXIT 260) IN OACOMA, THENCE 0.7 KM (0.4 MI)
 OR0415'EASTERLY ALONG A DIRT ROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 OR0415'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD,
 OR0415'7.3 M (24.0 FT) NORTH OF THE CENTER OF THE ROAD, AND 2.0 M (6.6 FT)
 OR0415'BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0628 ***********************************************************************
 OR0628  DESIGNATION -  E 303
 OR0628  PID         -  OR0628
 OR0628  STATE/COUNTY-  SD/GREGORY
 OR0628  COUNTRY     -  US
 OR0628  USGS QUAD   -  DIXON SW (2017)
 OR0628
 OR0628                         *CURRENT SURVEY CONTROL
 OR0628  ______________________________________________________________________
 OR0628* NAD 83(1986) POSITION- 43 18 48.     (N) 099 26 03.     (W)   SCALED
 OR0628* NAVD 88 ORTHO HEIGHT -   633.567 (meters)     2078.63  (feet) ADJUSTED
 OR0628  ______________________________________________________________________
 OR0628  GEOID HEIGHT    -        -25.866 (meters)                     GEOID18
 OR0628  DYNAMIC HEIGHT  -        633.332 (meters)     2077.86  (feet) COMP
 OR0628  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 OR0628
 OR0628  VERT ORDER      -  SECOND    CLASS 0
 OR0628
 OR0628.The horizontal coordinates were scaled from a map and have
 OR0628.an estimated accuracy of +/- 6 seconds.
 OR0628
 OR0628.The orthometric height was determined by differential leveling and
 OR0628.adjusted by the NATIONAL GEODETIC SURVEY
 OR0628.in June 1991.
 OR0628
 OR0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0628.GEOID18 height accuracy estimate available here.
 OR0628
 OR0628.Click photographs - Photos may exist for this station.
 OR0628
 OR0628.The dynamic height is computed by dividing the NAVD 88
 OR0628.geopotential number by the normal gravity value computed on the
 OR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0628.degrees latitude (g = 980.6199 gals.).
 OR0628
 OR0628.The modeled gravity was interpolated from observed gravity values.
 OR0628
 OR0628;                    North         East    Units  Estimated Accuracy
 OR0628;SPC SD S     -   109,260.      672,940.      MT  (+/- 180 meters Scaled)
 OR0628
 OR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647957(NAD 83)
 OR0628
 OR0628                          SUPERSEDED SURVEY CONTROL
 OR0628
 OR0628  NGVD 29 (??/??/92)  633.23   (m)         2077.5    (f) COMPUTED    2 0
 OR0628
 OR0628.Superseded values are not recommended for survey control.
 OR0628
 OR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0628.See file dsdata.pdf to determine how the superseded data were derived.
 OR0628
 OR0628_MARKER: DB = BENCH MARK DISK
 OR0628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0628_SP_SET: CULVERT WINGWALL
 OR0628_STAMPING: E 303 1945
 OR0628_MARK LOGO: CGS
 OR0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0628+STABILITY: SURFACE MOTION
 OR0628
 OR0628  HISTORY     - Date     Condition        Report By
 OR0628  HISTORY     - 1945     MONUMENTED       CGS
 OR0628
 OR0628                          STATION DESCRIPTION
 OR0628
 OR0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0628'5.8 MI N FROM GREGORY.
 OR0628'TO REACH FROM THE POST OFFICE AT GREGORY GO WEST 0.2 MILE, THENCE
 OR0628'NORTH 5.6 MILES ALONG STATE HIGHWAY NO. 47 TO SITE OF MARK,
 OR0628'BENCH MARK IS AT THE INTERSECTION OF THE HIGHWAY AND AN EAST-WEST
 OR0628'DIRT ROAD, 28.0 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 OR0628'CENTER LINE OF THE HIGHWAY, ON TOP OF THE NORTHEAST END OF THE
 OR0628'NORTH CONCRETE WING WALL OF A TUBE CULVERT ON THE EAST-WEST
 OR0628'ROAD.  AN IRON DISK STAMPED E 303 1945 SET IN A DRILL HOLE IN
 OR0628'CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0629 ***********************************************************************
 OR0629  DESIGNATION -  E 303 RESET
 OR0629  PID         -  OR0629
 OR0629  STATE/COUNTY-  SD/GREGORY
 OR0629  COUNTRY     -  US
 OR0629  USGS QUAD   -  DIXON SW (2017)
 OR0629
 OR0629                         *CURRENT SURVEY CONTROL
 OR0629  ______________________________________________________________________
 OR0629* NAD 83(1986) POSITION- 43 18 48.     (N) 099 26 03.     (W)   SCALED
 OR0629* NAVD 88 ORTHO HEIGHT -   636.59  (+/-2cm)     2088.5   (feet) VERTCON3
 OR0629  ______________________________________________________________________
 OR0629  GEOID HEIGHT    -        -25.866 (meters)                     GEOID18
 OR0629  VERT ORDER      -  THIRD (See Below)
 OR0629
 OR0629.The horizontal coordinates were scaled from a map and have
 OR0629.an estimated accuracy of +/- 6 seconds.
 OR0629
 OR0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0629
 OR0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0629.GEOID18 height accuracy estimate available here.
 OR0629
 OR0629.The vertical order pertains to the NGVD 29 superseded value.
 OR0629
 OR0629.Click photographs - Photos may exist for this station.
 OR0629
 OR0629;                    North         East    Units  Estimated Accuracy
 OR0629;SPC SD S     -   109,260.      672,940.      MT  (+/- 180 meters Scaled)
 OR0629
 OR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647957(NAD 83)
 OR0629
 OR0629                          SUPERSEDED SURVEY CONTROL
 OR0629
 OR0629  NGVD 29 (??/??/??)  636.26   (m)         2087.5    (f) RESET       3  
 OR0629
 OR0629.Superseded values are not recommended for survey control.
 OR0629
 OR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0629.See file dsdata.pdf to determine how the superseded data were derived.
 OR0629
 OR0629_MARKER: DB = BENCH MARK DISK
 OR0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0629_STAMPING: E 303 RESET 1958
 OR0629_MARK LOGO: CGS
 OR0629_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0629+STABILITY: SURFACE MOTION
 OR0629
 OR0629  HISTORY     - Date     Condition        Report By
 OR0629  HISTORY     - 1958     MONUMENTED       CGS
 OR0629
 OR0629                          STATION DESCRIPTION
 OR0629
 OR0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0629'6 MI N FROM GREGORY.
 OR0629'ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0629'WITH U.S. HIGHWAY 18 AT GREGORY, GREGORY COUNTY, IN THE SOUTHEAST
 OR0629'ANGLE OF CROSSROADS, 175 FEET EAST OF THE CENTERLINE OF THE
 OR0629'HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD
 OR0629'AND 1/2 FOOT NORTH OF THE EAST-WEST FENCE LINE.  A STANDARD
 OR0629'DISK, STAMPED E 303 RESET 1958 AND SET IN THE TOP OF A CONCRETE
 OR0629'POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0153 ***********************************************************************
 QS0153  DESIGNATION -  E 304
 QS0153  PID         -  QS0153
 QS0153  STATE/COUNTY-  SD/DEWEY
 QS0153  COUNTRY     -  US
 QS0153  USGS QUAD   -  MOREAU NW (2017)
 QS0153
 QS0153                         *CURRENT SURVEY CONTROL
 QS0153  ______________________________________________________________________
 QS0153* NAD 83(1986) POSITION- 45 26 09.     (N) 100 29 02.     (W)   SCALED
 QS0153* NAVD 88 ORTHO HEIGHT -   567.143 (meters)     1860.70  (feet) ADJUSTED
 QS0153  ______________________________________________________________________
 QS0153  GEOID HEIGHT    -        -21.796 (meters)                     GEOID18
 QS0153  DYNAMIC HEIGHT  -        567.091 (meters)     1860.53  (feet) COMP
 QS0153  MODELED GRAVITY -    980,506.5   (mgal)                       NAVD 88
 QS0153
 QS0153  VERT ORDER      -  SECOND    CLASS 0
 QS0153
 QS0153.The horizontal coordinates were scaled from a map and have
 QS0153.an estimated accuracy of +/- 6 seconds.
 QS0153
 QS0153.The orthometric height was determined by differential leveling and
 QS0153.adjusted by the NATIONAL GEODETIC SURVEY
 QS0153.in June 1991.
 QS0153
 QS0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0153.GEOID18 height accuracy estimate available here.
 QS0153
 QS0153.Click photographs - Photos may exist for this station.
 QS0153
 QS0153.The dynamic height is computed by dividing the NAVD 88
 QS0153.geopotential number by the normal gravity value computed on the
 QS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0153.degrees latitude (g = 980.6199 gals.).
 QS0153
 QS0153.The modeled gravity was interpolated from observed gravity values.
 QS0153
 QS0153;                    North         East    Units  Estimated Accuracy
 QS0153;SPC SD N     -   178,190.      562,140.      MT  (+/- 180 meters Scaled)
 QS0153
 QS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR839324(NAD 83)
 QS0153
 QS0153                          SUPERSEDED SURVEY CONTROL
 QS0153
 QS0153  NGVD 29 (??/??/92)  566.785  (m)         1859.53   (f) ADJ UNCH    2 0
 QS0153
 QS0153.Superseded values are not recommended for survey control.
 QS0153
 QS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0153.See file dsdata.pdf to determine how the superseded data were derived.
 QS0153
 QS0153_MARKER: DB = BENCH MARK DISK
 QS0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0153_STAMPING: E 304 1945
 QS0153_MARK LOGO: CGS
 QS0153_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0153+STABILITY: SURFACE MOTION
 QS0153
 QS0153  HISTORY     - Date     Condition        Report By
 QS0153  HISTORY     - 1945     MONUMENTED       CGS
 QS0153
 QS0153                          STATION DESCRIPTION
 QS0153
 QS0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0153'9.8 MI SW FROM MOBRIDGE.
 QS0153'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0153'THENCE WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0153'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH
 QS0153'4.6 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS
 QS0153'136.5 FEET SOUTH OF THE WEST END OF A 1.5 FOOT CORRUGATED IRON
 QS0153'CULVERT, 53.5 FEET WEST OF AND ABOUT 3.0 FEET LOWER THAN CENTERLINE
 QS0153'OF ROAD, 1.0 FOOT SOUTHEAST OF A 4 X 4 MARKER POST.  AN IRON DISK
 QS0153'STAMPED E 304 1945 IS SET IN THE TOP OF A CONCRETE POST WHICH
 QS0153'PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0177 ***********************************************************************
 QS0177  DESIGNATION -  E 305
 QS0177  PID         -  QS0177
 QS0177  STATE/COUNTY-  SD/DEWEY
 QS0177  COUNTRY     -  US
 QS0177  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0177
 QS0177                         *CURRENT SURVEY CONTROL
 QS0177  ______________________________________________________________________
 QS0177* NAD 83(1986) POSITION- 45 10 07.25   (N) 100 17 36.10   (W)   HD_HELD1
 QS0177* NAVD 88 ORTHO HEIGHT -   486.595 (meters)     1596.44  (feet) ADJUSTED
 QS0177  ______________________________________________________________________
 QS0177  GEOID HEIGHT    -        -22.255 (meters)                     GEOID18
 QS0177  DYNAMIC HEIGHT  -        486.536 (meters)     1596.24  (feet) COMP
 QS0177  MODELED GRAVITY -    980,479.8   (mgal)                       NAVD 88
 QS0177
 QS0177  VERT ORDER      -  SECOND    CLASS 0
 QS0177
 QS0177.The horizontal coordinates were determined by differentially corrected
 QS0177.hand held GPS observations or other comparable positioning techniques
 QS0177.and have an estimated accuracy of +/- 3 meters.
 QS0177
 QS0177.The orthometric height was determined by differential leveling and
 QS0177.adjusted by the NATIONAL GEODETIC SURVEY
 QS0177.in June 1991.
 QS0177
 QS0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0177.GEOID18 height accuracy estimate available here.
 QS0177
 QS0177.Click photographs - Photos may exist for this station.
 QS0177
 QS0177.The dynamic height is computed by dividing the NAVD 88
 QS0177.geopotential number by the normal gravity value computed on the
 QS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0177.degrees latitude (g = 980.6199 gals.).
 QS0177
 QS0177.The modeled gravity was interpolated from observed gravity values.
 QS0177
 QS0177;                    North         East    Units  Estimated Accuracy
 QS0177;SPC SD N     -   148,429.4     576,938.8     MT  (+/- 3 meters HH1 GPS) 
 QS0177
 QS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9836202502(NAD 83)
 QS0177
 QS0177                          SUPERSEDED SURVEY CONTROL
 QS0177
 QS0177  NGVD 29 (??/??/92)  486.228  (m)         1595.23   (f) ADJ UNCH    2 0
 QS0177
 QS0177.Superseded values are not recommended for survey control.
 QS0177
 QS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0177.See file dsdata.pdf to determine how the superseded data were derived.
 QS0177
 QS0177_MARKER: DB = BENCH MARK DISK
 QS0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0177_STAMPING: E 305 1945
 QS0177_MARK LOGO: CGS
 QS0177_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0177+STABILITY: SURFACE MOTION
 QS0177
 QS0177  HISTORY     - Date     Condition        Report By
 QS0177  HISTORY     - 1945     MONUMENTED       CGS
 QS0177
 QS0177                          STATION DESCRIPTION
 QS0177
 QS0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0177'13.5 MI NW FROM CHEYENNE AGENCY.
 QS0177'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0177'WESTERLY 13.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0177'MARK IS 60.0 FEET WEST OF THE SOUTHEAST END OF A GUARD RAIL
 QS0177'FENCE, 44.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT HIGHER THAN
 QS0177'CENTERLINE OF ROAD, 46.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0
 QS0177'FOOT NORTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED E 305
 QS0177'1945 IS SET IN TOP OF CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 QS0177'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0134 ***********************************************************************
 QS0134  DESIGNATION -  E 306
 QS0134  PID         -  QS0134
 QS0134  STATE/COUNTY-  SD/CORSON
 QS0134  COUNTRY     -  US
 QS0134  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0134
 QS0134                         *CURRENT SURVEY CONTROL
 QS0134  ______________________________________________________________________
 QS0134* NAD 83(1986) POSITION- 45 42 14.99   (N) 100 29 00.58   (W)   HD_HELD1
 QS0134* NAVD 88 ORTHO HEIGHT -   544.387 (meters)     1786.04  (feet) ADJUSTED
 QS0134  ______________________________________________________________________
 QS0134  GEOID HEIGHT    -        -21.664 (meters)                     GEOID18
 QS0134  DYNAMIC HEIGHT  -        544.343 (meters)     1785.90  (feet) COMP
 QS0134  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 QS0134
 QS0134  VERT ORDER      -  FIRST     CLASS II
 QS0134
 QS0134.The horizontal coordinates were determined by differentially corrected
 QS0134.hand held GPS observations or other comparable positioning techniques
 QS0134.and have an estimated accuracy of +/- 3 meters.
 QS0134
 QS0134.The orthometric height was determined by differential leveling and
 QS0134.adjusted by the NATIONAL GEODETIC SURVEY
 QS0134.in June 1991.
 QS0134
 QS0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0134.GEOID18 height accuracy estimate available here.
 QS0134
 QS0134.Click photographs - Photos may exist for this station.
 QS0134
 QS0134.The dynamic height is computed by dividing the NAVD 88
 QS0134.geopotential number by the normal gravity value computed on the
 QS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0134.degrees latitude (g = 980.6199 gals.).
 QS0134
 QS0134.The modeled gravity was interpolated from observed gravity values.
 QS0134
 QS0134;                    North         East    Units  Estimated Accuracy
 QS0134;SPC SD N     -   208,011.7     562,347.9     MT  (+/- 3 meters HH1 GPS) 
 QS0134
 QS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8451962249(NAD 83)
 QS0134
 QS0134                          SUPERSEDED SURVEY CONTROL
 QS0134
 QS0134  NGVD 29 (??/??/92)  544.000  (m)         1784.77   (f) ADJ UNCH    1 2
 QS0134
 QS0134.Superseded values are not recommended for survey control.
 QS0134
 QS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0134.See file dsdata.pdf to determine how the superseded data were derived.
 QS0134
 QS0134_MARKER: DB = BENCH MARK DISK
 QS0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0134_STAMPING: E 306 1945
 QS0134_MARK LOGO: CGS
 QS0134_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0134+STABILITY: SURFACE MOTION
 QS0134
 QS0134  HISTORY     - Date     Condition        Report By
 QS0134  HISTORY     - 1945     MONUMENTED       CGS
 QS0134  HISTORY     - 1949     GOOD             CGS
 QS0134
 QS0134                          STATION DESCRIPTION
 QS0134
 QS0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0134'5.5 MI NE FROM WAKPALA.
 QS0134'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0134'ALONG A GRAVELED ROAD, THENCE NORTH 3.0 MILES ALONG A GRADED
 QS0134'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 90 YARDS SOUTH OF
 QS0134'A TWO FOOT CORRUGATED IRON CULVERT, 65.0 FEET NORTH OF A TELEPHONE
 QS0134'POLE, 34.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 QS0134'THE ROAD, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4
 QS0134'MARKER POST.  A BRONZE DISK STAMPED E 306 1945 SET IN THE TOP OF
 QS0134'A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE GROUND.
 QS0134
 QS0134                          STATION RECOVERY (1949)
 QS0134
 QS0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0403 ***********************************************************************
 QS0403  DESIGNATION -  E 307
 QS0403  PID         -  QS0403
 QS0403  STATE/COUNTY-  SD/CORSON
 QS0403  COUNTRY     -  US
 QS0403  USGS QUAD   -  WAKPALA (2017)
 QS0403
 QS0403                         *CURRENT SURVEY CONTROL
 QS0403  ______________________________________________________________________
 QS0403* NAD 83(1986) POSITION- 45 38 48.     (N) 100 31 53.     (W)   SCALED
 QS0403* NAVD 88 ORTHO HEIGHT -   493.897 (meters)     1620.39  (feet) ADJUSTED
 QS0403  ______________________________________________________________________
 QS0403  GEOID HEIGHT    -        -21.612 (meters)                     GEOID18
 QS0403  DYNAMIC HEIGHT  -        493.859 (meters)     1620.27  (feet) COMP
 QS0403  MODELED GRAVITY -    980,523.1   (mgal)                       NAVD 88
 QS0403
 QS0403  VERT ORDER      -  FIRST     CLASS II
 QS0403
 QS0403.The horizontal coordinates were scaled from a map and have
 QS0403.an estimated accuracy of +/- 6 seconds.
 QS0403
 QS0403.The orthometric height was determined by differential leveling and
 QS0403.adjusted by the NATIONAL GEODETIC SURVEY
 QS0403.in June 1991.
 QS0403
 QS0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0403.GEOID18 height accuracy estimate available here.
 QS0403
 QS0403.Click photographs - Photos may exist for this station.
 QS0403
 QS0403.The dynamic height is computed by dividing the NAVD 88
 QS0403.geopotential number by the normal gravity value computed on the
 QS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0403.degrees latitude (g = 980.6199 gals.).
 QS0403
 QS0403.The modeled gravity was interpolated from observed gravity values.
 QS0403
 QS0403;                    North         East    Units  Estimated Accuracy
 QS0403;SPC SD N     -   201,650.      558,580.      MT  (+/- 180 meters Scaled)
 QS0403
 QS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR806559(NAD 83)
 QS0403
 QS0403                          SUPERSEDED SURVEY CONTROL
 QS0403
 QS0403  NGVD 29 (??/??/92)  493.520  (m)         1619.16   (f) ADJ UNCH    1 2
 QS0403
 QS0403.Superseded values are not recommended for survey control.
 QS0403
 QS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0403.See file dsdata.pdf to determine how the superseded data were derived.
 QS0403
 QS0403_MARKER: DB = BENCH MARK DISK
 QS0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0403_STAMPING: E 307 1945
 QS0403_MARK LOGO: CGS
 QS0403_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0403+STABILITY: SURFACE MOTION
 QS0403
 QS0403  HISTORY     - Date     Condition        Report By
 QS0403  HISTORY     - 1945     MONUMENTED       CGS
 QS0403  HISTORY     - 1949     GOOD             CGS
 QS0403
 QS0403                          STATION DESCRIPTION
 QS0403
 QS0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0403'0.8 MI SE FROM WAKPALA.
 QS0403'0.8 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0403'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, 94 FEET NORTH
 QS0403'OF AND ACROSS THE TRACKS FROM MILEPOST 816, 36 FEET NORTHEAST
 QS0403'OF THE NORTHEAST RAIL OF THE TRACK, ABOUT 6 FEET LOWER THAN THE
 QS0403'TRACK, 1.0 FOOT SOUTHWEST OF A RIGHT-OF-WAY FENCE, 1.0 FOOT
 QS0403'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 QS0403'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0204 ***********************************************************************
 QS0204  DESIGNATION -  E 308
 QS0204  PID         -  QS0204
 QS0204  STATE/COUNTY-  SD/POTTER
 QS0204  COUNTRY     -  US
 QS0204  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0204
 QS0204                         *CURRENT SURVEY CONTROL
 QS0204  ______________________________________________________________________
 QS0204* NAD 83(1986) POSITION- 45 00 52.     (N) 100 03 15.     (W)   SCALED
 QS0204* NAVD 88 ORTHO HEIGHT -   612.552 (meters)     2009.68  (feet) ADJUSTED
 QS0204  ______________________________________________________________________
 QS0204  GEOID HEIGHT    -        -22.538 (meters)                     GEOID18
 QS0204  DYNAMIC HEIGHT  -        612.457 (meters)     2009.37  (feet) COMP
 QS0204  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 QS0204
 QS0204  VERT ORDER      -  FIRST     CLASS II
 QS0204
 QS0204.The horizontal coordinates were scaled from a map and have
 QS0204.an estimated accuracy of +/- 6 seconds.
 QS0204
 QS0204.The orthometric height was determined by differential leveling and
 QS0204.adjusted by the NATIONAL GEODETIC SURVEY
 QS0204.in July 1998.
 QS0204
 QS0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0204.GEOID18 height accuracy estimate available here.
 QS0204
 QS0204.Click photographs - Photos may exist for this station.
 QS0204
 QS0204.The dynamic height is computed by dividing the NAVD 88
 QS0204.geopotential number by the normal gravity value computed on the
 QS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0204.degrees latitude (g = 980.6199 gals.).
 QS0204
 QS0204.The modeled gravity was interpolated from observed gravity values.
 QS0204
 QS0204;                    North         East    Units  Estimated Accuracy
 QS0204;SPC SD N     -   131,250.      595,730.      MT  (+/- 180 meters Scaled)
 QS0204
 QS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ169850(NAD 83)
 QS0204
 QS0204                          SUPERSEDED SURVEY CONTROL
 QS0204
 QS0204  NAVD 88 (06/15/91)  612.482  (m)         2009.45   (f) SUPERSEDED  1 2
 QS0204  NGVD 29 (??/??/92)  612.104  (m)         2008.21   (f) ADJ UNCH    1 2
 QS0204
 QS0204.Superseded values are not recommended for survey control.
 QS0204
 QS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0204.See file dsdata.pdf to determine how the superseded data were derived.
 QS0204
 QS0204_MARKER: DB = BENCH MARK DISK
 QS0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0204_STAMPING: E 308 1945
 QS0204_MARK LOGO: CGS
 QS0204_PROJECTION: FLUSH
 QS0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0204+STABILITY: SURFACE MOTION
 QS0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0204+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 QS0204
 QS0204  HISTORY     - Date     Condition        Report By
 QS0204  HISTORY     - 1945     MONUMENTED       CGS
 QS0204  HISTORY     - 19960425 GOOD             NGS
 QS0204  HISTORY     - 19970430 GOOD             NGS
 QS0204  HISTORY     - 20120614 GOOD             INDIV
 QS0204
 QS0204                          STATION DESCRIPTION
 QS0204
 QS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0204'4.7 MI W FROM GETTYSBURG.
 QS0204'4.7 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT 0.2 MILE
 QS0204'NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, IN THE
 QS0204'SOUTHWEST CORNER OF A FARMHOUSE YARD, ABOUT 190 FEET WEST OF
 QS0204'THE SOUTHWEST CORNER OF THE HOUSE, ABOUT 112 FEET NORTH OF THE
 QS0204'CENTERLINE OF THE HIGHWAY, 56-1/2 FEET NORTH OF A FENCE CORNER,
 QS0204'1 FOOT EAST OF THE FENCE AND 3 FEET HIGHER THAN THE HIGHWAY,
 QS0204'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  AN IRON BENCH
 QS0204'MARK DISK, STAMPED E 308 1945 AND SET IN THE TOP OF A CONCRETE
 QS0204'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0204
 QS0204                          STATION RECOVERY (1996)
 QS0204
 QS0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0204'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0204'EXENE STREET IN GETTYSBURG, 597.0 M (1958.7 FT) WEST OF MILEPOST 221,
 QS0204'50.0 M (164.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 39.7 M
 QS0204'(130.2 FT) NORTH OF THE HIGHWAY CENTER, 17.4 M (57.1 FT) NORTH OF A
 QS0204'FENCE, 6.4 M (21.0 FT) EAST OF A WITNESS POST AND FENCE, 1.2 M (3.9
 QS0204'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE
 QS0204'GROUND SURFACE.
 QS0204
 QS0204                          STATION RECOVERY (1997)
 QS0204
 QS0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0204'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0204'EXENE STREET IN GETTYSBURG, 597.0 M (1958.7 FT) WEST OF MILEPOST 221,
 QS0204'50.0 M (164.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 39.7 M
 QS0204'(130.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.4 M (57.1 FT) NORTH OF
 QS0204'A FENCE, 6.4 M (21.0 FT) EAST OF A WITNESS POST AND FENCE, 1.2 M (3.9
 QS0204'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 QS0204'GROUND SURFACE.
 QS0204
 QS0204                          STATION RECOVERY (2012)
 QS0204
 QS0204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0026 ***********************************************************************
 PT0026  DESIGNATION -  E 309
 PT0026  PID         -  PT0026
 PT0026  STATE/COUNTY-  SD/HUGHES
 PT0026  COUNTRY     -  US
 PT0026  USGS QUAD   -  OKOBOJO SW (2017)
 PT0026
 PT0026                         *CURRENT SURVEY CONTROL
 PT0026  ______________________________________________________________________
 PT0026* NAD 83(1986) POSITION- 44 30 16.     (N) 100 23 26.     (W)   SCALED
 PT0026* NAVD 88 ORTHO HEIGHT -   521.172 (meters)     1709.88  (feet) ADJUSTED
 PT0026  ______________________________________________________________________
 PT0026  GEOID HEIGHT    -        -23.071 (meters)                     GEOID18
 PT0026  DYNAMIC HEIGHT  -        521.073 (meters)     1709.55  (feet) COMP
 PT0026  MODELED GRAVITY -    980,409.9   (mgal)                       NAVD 88
 PT0026
 PT0026  VERT ORDER      -  FIRST     CLASS II
 PT0026
 PT0026.The horizontal coordinates were scaled from a map and have
 PT0026.an estimated accuracy of +/- 6 seconds.
 PT0026
 PT0026.The orthometric height was determined by differential leveling and
 PT0026.adjusted by the NATIONAL GEODETIC SURVEY
 PT0026.in June 1991.
 PT0026
 PT0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0026.GEOID18 height accuracy estimate available here.
 PT0026
 PT0026.Click photographs - Photos may exist for this station.
 PT0026
 PT0026.The dynamic height is computed by dividing the NAVD 88
 PT0026.geopotential number by the normal gravity value computed on the
 PT0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0026.degrees latitude (g = 980.6199 gals.).
 PT0026
 PT0026.The modeled gravity was interpolated from observed gravity values.
 PT0026
 PT0026;                    North         East    Units  Estimated Accuracy
 PT0026;SPC SD S     -   241,210.      595,450.      MT  (+/- 180 meters Scaled)
 PT0026
 PT0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ894288(NAD 83)
 PT0026
 PT0026                          SUPERSEDED SURVEY CONTROL
 PT0026
 PT0026  NGVD 29 (??/??/92)  520.787  (m)         1708.62   (f) ADJ UNCH    1 2
 PT0026
 PT0026.Superseded values are not recommended for survey control.
 PT0026
 PT0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0026.See file dsdata.pdf to determine how the superseded data were derived.
 PT0026
 PT0026_MARKER: DB = BENCH MARK DISK
 PT0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0026_STAMPING: E 309 1946
 PT0026_MARK LOGO: CGS
 PT0026_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0026+STABILITY: SURFACE MOTION
 PT0026
 PT0026  HISTORY     - Date     Condition        Report By
 PT0026  HISTORY     - 1946     MONUMENTED       CGS
 PT0026  HISTORY     - 1949     GOOD             CGS
 PT0026  HISTORY     - 1951     GOOD             CGS
 PT0026
 PT0026                          STATION DESCRIPTION
 PT0026
 PT0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0026'11.4 MI NW FROM PIERRE.
 PT0026'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0026'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0026'GRAY GOOSE DANCE HALL, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PT0026'ROAD, AT AN INTERSECTION WITH A NORTH AND SOUTH TRACK ROAD,
 PT0026'49 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 31 FEET
 PT0026'EAST OF THE CENTER LINE OF THE TRACK ROAD, 10 FEET SOUTH OF
 PT0026'A FENCE CORNER, 2.0 FEET NORTH OF A WITNESS POST, 1.0 FOOT
 PT0026'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0026'0.5 FOOT ABOVE THE GROUND.
 PT0026
 PT0026                          STATION RECOVERY (1951)
 PT0026
 PT0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0503 ***********************************************************************
 QS0503  DESIGNATION -  E 31
 QS0503  PID         -  QS0503
 QS0503  STATE/COUNTY-  SD/ZIEBACH
 QS0503  COUNTRY     -  US
 QS0503  USGS QUAD   -  GLAD VALLEY NW (2017)
 QS0503
 QS0503                         *CURRENT SURVEY CONTROL
 QS0503  ______________________________________________________________________
 QS0503* NAD 83(1986) POSITION- 45 23 59.     (N) 101 55 56.     (W)   SCALED
 QS0503* NAVD 88 ORTHO HEIGHT -   774.563 (meters)     2541.21  (feet) ADJUSTED
 QS0503  ______________________________________________________________________
 QS0503  GEOID HEIGHT    -        -19.407 (meters)                     GEOID18
 QS0503  DYNAMIC HEIGHT  -        774.446 (meters)     2540.83  (feet) COMP
 QS0503  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 QS0503
 QS0503  VERT ORDER      -  FIRST     CLASS II
 QS0503
 QS0503.The horizontal coordinates were scaled from a map and have
 QS0503.an estimated accuracy of +/- 6 seconds.
 QS0503
 QS0503.The orthometric height was determined by differential leveling and
 QS0503.adjusted by the NATIONAL GEODETIC SURVEY
 QS0503.in June 1991.
 QS0503
 QS0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0503.GEOID18 height accuracy estimate available here.
 QS0503
 QS0503.Click photographs - Photos may exist for this station.
 QS0503
 QS0503.The dynamic height is computed by dividing the NAVD 88
 QS0503.geopotential number by the normal gravity value computed on the
 QS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0503.degrees latitude (g = 980.6199 gals.).
 QS0503
 QS0503.The modeled gravity was interpolated from observed gravity values.
 QS0503
 QS0503;                    North         East    Units  Estimated Accuracy
 QS0503;SPC SD N     -   175,870.      448,730.      MT  (+/- 180 meters Scaled)
 QS0503
 QS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR705315(NAD 83)
 QS0503
 QS0503                          SUPERSEDED SURVEY CONTROL
 QS0503
 QS0503  NGVD 29 (??/??/92)  774.119  (m)         2539.76   (f) ADJ UNCH    1 2
 QS0503
 QS0503.Superseded values are not recommended for survey control.
 QS0503
 QS0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0503.See file dsdata.pdf to determine how the superseded data were derived.
 QS0503
 QS0503_MARKER: DB = BENCH MARK DISK
 QS0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0503_STAMPING: E 31 1934
 QS0503_MARK LOGO: CGS
 QS0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0503+STABILITY: SURFACE MOTION
 QS0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0503+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QS0503
 QS0503  HISTORY     - Date     Condition        Report By
 QS0503  HISTORY     - 1934     MONUMENTED       CGS
 QS0503  HISTORY     - 1941     GOOD             CGS
 QS0503  HISTORY     - 19990621 GOOD             NGS
 QS0503
 QS0503                          STATION DESCRIPTION
 QS0503
 QS0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0503'7.3 MI W FROM GLAD VALLEY.
 QS0503'ABOUT 7.3 MILES WEST ALONG STATE HIGHWAY 8 FROM GLAD VALLEY,
 QS0503'ZIEBACH COUNTY, ON A RISE, 37 FEET NORTH OF THE CENTER LINE OF
 QS0503'THE HIGHWAY, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET
 QS0503'WEST OF A SECTION-LINE FENCE.  A STANDARD DISK, STAMPED E 31
 QS0503'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0503
 QS0503                          STATION RECOVERY (1941)
 QS0503
 QS0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0503'RECOVERED IN GOOD CONDITION.
 QS0503
 QS0503                          STATION RECOVERY (1999)
 QS0503
 QS0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0503'36.7 KM (22.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QS0503'OFFICE IN ISABEL, THENCE 3.5 KM (2.15 MI) WESTERLY ALONG A GRAVELED
 QS0503'ROAD, 11.3 M (37.1 FT) NORTH OF THE ROAD CENTER, 5.1 M (16.7 FT) WEST
 QS0503'OF THE CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) NORTH OF A WITNESS
 QS0503'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 QS0503'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 QS0503'MONUMENT IS ON PROPERTY OWNED BY HERMAN ROSENAU, HCR 68 BOX 531,
 QS0503'MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0053 ***********************************************************************
 PT0053  DESIGNATION -  E 310
 PT0053  PID         -  PT0053
 PT0053  STATE/COUNTY-  SD/SULLY
 PT0053  COUNTRY     -  US
 PT0053  USGS QUAD   -  OKOBOJO SW (2017)
 PT0053
 PT0053                         *CURRENT SURVEY CONTROL
 PT0053  ______________________________________________________________________
 PT0053* NAD 83(1986) POSITION- 44 37 14.     (N) 100 26 49.     (W)   SCALED
 PT0053* NAVD 88 ORTHO HEIGHT -   520.306 (meters)     1707.04  (feet) ADJUSTED
 PT0053  ______________________________________________________________________
 PT0053  GEOID HEIGHT    -        -22.824 (meters)                     GEOID18
 PT0053  DYNAMIC HEIGHT  -        520.210 (meters)     1706.72  (feet) COMP
 PT0053  MODELED GRAVITY -    980,415.7   (mgal)                       NAVD 88
 PT0053
 PT0053  VERT ORDER      -  SECOND    CLASS 0
 PT0053
 PT0053.The horizontal coordinates were scaled from a map and have
 PT0053.an estimated accuracy of +/- 6 seconds.
 PT0053
 PT0053.The orthometric height was determined by differential leveling and
 PT0053.adjusted by the NATIONAL GEODETIC SURVEY
 PT0053.in June 1991.
 PT0053
 PT0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0053.GEOID18 height accuracy estimate available here.
 PT0053
 PT0053.Click photographs - Photos may exist for this station.
 PT0053
 PT0053.The dynamic height is computed by dividing the NAVD 88
 PT0053.geopotential number by the normal gravity value computed on the
 PT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0053.degrees latitude (g = 980.6199 gals.).
 PT0053
 PT0053.The modeled gravity was interpolated from observed gravity values.
 PT0053
 PT0053;                    North         East    Units  Estimated Accuracy
 PT0053;SPC SD N     -    87,580.      564,530.      MT  (+/- 180 meters Scaled)
 PT0053
 PT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852418(NAD 83)
 PT0053
 PT0053                          SUPERSEDED SURVEY CONTROL
 PT0053
 PT0053  NGVD 29 (??/??/92)  519.925  (m)         1705.79   (f) ADJ UNCH    2 0
 PT0053
 PT0053.Superseded values are not recommended for survey control.
 PT0053
 PT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0053.See file dsdata.pdf to determine how the superseded data were derived.
 PT0053
 PT0053_MARKER: DB = BENCH MARK DISK
 PT0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0053_STAMPING: E 310 1946
 PT0053_MARK LOGO: CGS
 PT0053_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0053+STABILITY: SURFACE MOTION
 PT0053
 PT0053  HISTORY     - Date     Condition        Report By
 PT0053  HISTORY     - 1946     MONUMENTED       CGS
 PT0053  HISTORY     - 1971     GOOD             NGS
 PT0053
 PT0053                          STATION DESCRIPTION
 PT0053
 PT0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0053'22.9 MI NW FROM PIERRE.
 PT0053'THE MARK WAS RECOVERED IN GOOD CONDITION.  18.5 MILES WEST ALONG
 PT0053'A COUNTY ROAD FROM ITS INTERSECTION WITH U.S. HIGHWAY 83 AT THE
 PT0053'WEST EDGE OF ONIDA, TO A GRAVELED CROSSROAD AND A SCHOOLHOUSE
 PT0053'IN THE SOUTHWEST CORNER, THENCE SOUTH 6.3 MILES, IN PASTURE
 PT0053'LAND 0.15 MILE SOUTH OF RANCH BUILDINGS OF MR. ALBERT STEFFEN,
 PT0053'ON A HILL SLOPING UP TO THE SOUTH, 195 FEET WEST OF THE CENTER
 PT0053'OF THE NEW ROAD, 88 FEET EAST OF A POWER POLE, 1.3 FEET NORTH
 PT0053'OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE MONUMENT
 PT0053'WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0047 ***********************************************************************
 QS0047  DESIGNATION -  E 311
 QS0047  PID         -  QS0047
 QS0047  STATE/COUNTY-  SD/CAMPBELL
 QS0047  COUNTRY     -  US
 QS0047  USGS QUAD   -  HERREID SW (2017)
 QS0047
 QS0047                         *CURRENT SURVEY CONTROL
 QS0047  ______________________________________________________________________
 QS0047* NAD 83(1986) POSITION- 45 50 44.     (N) 100 11 16.     (W)   SCALED
 QS0047* NAVD 88 ORTHO HEIGHT -   506.329 (meters)     1661.18  (feet) ADJUSTED
 QS0047  ______________________________________________________________________
 QS0047  GEOID HEIGHT    -        -22.011 (meters)                     GEOID18
 QS0047  DYNAMIC HEIGHT  -        506.297 (meters)     1661.08  (feet) COMP
 QS0047  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 QS0047
 QS0047  VERT ORDER      -  SECOND    CLASS 0
 QS0047
 QS0047.The horizontal coordinates were scaled from a map and have
 QS0047.an estimated accuracy of +/- 6 seconds.
 QS0047
 QS0047.The orthometric height was determined by differential leveling and
 QS0047.adjusted by the NATIONAL GEODETIC SURVEY
 QS0047.in June 1991.
 QS0047
 QS0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0047.GEOID18 height accuracy estimate available here.
 QS0047
 QS0047.Click photographs - Photos may exist for this station.
 QS0047
 QS0047.The dynamic height is computed by dividing the NAVD 88
 QS0047.geopotential number by the normal gravity value computed on the
 QS0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0047.degrees latitude (g = 980.6199 gals.).
 QS0047
 QS0047.The modeled gravity was interpolated from observed gravity values.
 QS0047
 QS0047;                    North         East    Units  Estimated Accuracy
 QS0047;SPC SD N     -   223,630.      585,410.      MT  (+/- 180 meters Scaled)
 QS0047
 QS0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR077775(NAD 83)
 QS0047
 QS0047                          SUPERSEDED SURVEY CONTROL
 QS0047
 QS0047  NGVD 29 (??/??/92)  505.945  (m)         1659.92   (f) ADJ UNCH    2 0
 QS0047
 QS0047.Superseded values are not recommended for survey control.
 QS0047
 QS0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0047.See file dsdata.pdf to determine how the superseded data were derived.
 QS0047
 QS0047_MARKER: DB = BENCH MARK DISK
 QS0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0047_STAMPING: E 311 1945
 QS0047_MARK LOGO: CGS
 QS0047_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0047+STABILITY: SURFACE MOTION
 QS0047
 QS0047  HISTORY     - Date     Condition        Report By
 QS0047  HISTORY     - 1945     MONUMENTED       CGS
 QS0047
 QS0047                          STATION DESCRIPTION
 QS0047
 QS0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0047'5.9 MI W FROM HERREID.
 QS0047'5.9 MILES WEST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT
 QS0047'ST. MARIE RAILROAD FROM THE STATION AT HERREID, SOUTH DAKOTA.
 QS0047'ALSO 7.0 MILES EAST OF THE STATION AT POLLOCK, SOUTH DAKOTA.
 QS0047'95.0 FEET SOUTH OF THE 5TH POLE WEST OF MILE POST NO. 404.  ON
 QS0047'TOP OF THE SECOND CUT WEST OF THE MILE POST NO. 404.  45.0
 QS0047'FEET SOUTH OF THE SOUTH TRACK, 6.0 FEET NORTH OF THE LIGHT
 QS0047'POLE, 3.0 FEET WEST OF A WHITE WOODEN WITNESS POST.  BRONZE DISK
 QS0047'SET IN CONCRETE POST AND PROJECTING 0.3 FOOT.  STAMPED E 311
 QS0047'1945.  NOTE-- 1964 REPORT--THE MINNEAPOLIS, ST. PAUL AND SAULT
 QS0047'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0070 ***********************************************************************
 PT0070  DESIGNATION -  E 312
 PT0070  PID         -  PT0070
 PT0070  STATE/COUNTY-  SD/SULLY
 PT0070  COUNTRY     -  US
 PT0070  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0070
 PT0070                         *CURRENT SURVEY CONTROL
 PT0070  ______________________________________________________________________
 PT0070* NAD 83(1986) POSITION- 44 45 04.     (N) 100 19 27.     (W)   SCALED
 PT0070* NAVD 88 ORTHO HEIGHT -   572.940 (meters)     1879.72  (feet) ADJUSTED
 PT0070  ______________________________________________________________________
 PT0070  GEOID HEIGHT    -        -22.754 (meters)                     GEOID18
 PT0070  DYNAMIC HEIGHT  -        572.838 (meters)     1879.39  (feet) COMP
 PT0070  MODELED GRAVITY -    980,419.7   (mgal)                       NAVD 88
 PT0070
 PT0070  VERT ORDER      -  SECOND    CLASS 0
 PT0070
 PT0070.The horizontal coordinates were scaled from a map and have
 PT0070.an estimated accuracy of +/- 6 seconds.
 PT0070
 PT0070.The orthometric height was determined by differential leveling and
 PT0070.adjusted by the NATIONAL GEODETIC SURVEY
 PT0070.in June 1991.
 PT0070
 PT0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0070.GEOID18 height accuracy estimate available here.
 PT0070
 PT0070.Click photographs - Photos may exist for this station.
 PT0070
 PT0070.The dynamic height is computed by dividing the NAVD 88
 PT0070.geopotential number by the normal gravity value computed on the
 PT0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0070.degrees latitude (g = 980.6199 gals.).
 PT0070
 PT0070.The modeled gravity was interpolated from observed gravity values.
 PT0070
 PT0070;                    North         East    Units  Estimated Accuracy
 PT0070;SPC SD N     -   102,040.      574,330.      MT  (+/- 180 meters Scaled)
 PT0070
 PT0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ951561(NAD 83)
 PT0070
 PT0070                          SUPERSEDED SURVEY CONTROL
 PT0070
 PT0070  NGVD 29 (??/??/92)  572.554  (m)         1878.45   (f) ADJ UNCH    2 0
 PT0070
 PT0070.Superseded values are not recommended for survey control.
 PT0070
 PT0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0070.See file dsdata.pdf to determine how the superseded data were derived.
 PT0070
 PT0070_MARKER: DB = BENCH MARK DISK
 PT0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0070_STAMPING: E 312 1946
 PT0070_MARK LOGO: CGS
 PT0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0070+STABILITY: SURFACE MOTION
 PT0070
 PT0070  HISTORY     - Date     Condition        Report By
 PT0070  HISTORY     - 1946     MONUMENTED       CGS
 PT0070  HISTORY     - 1964     GOOD             USGS
 PT0070
 PT0070                          STATION DESCRIPTION
 PT0070
 PT0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0070'18.3 MI SW FROM AGAR.
 PT0070'18.3 MILES SOUTHWEST ALONG A GRAVELED COUNTY ROAD, 12.3 MILES
 PT0070'WEST THENCE 6.0 MILES SOUTH OF THE RAILROAD STATION IN AGAR,
 PT0070'AT A CROSS ROAD, 43 FEET EAST OF THE CENTER OF THE ROAD, 25
 PT0070'FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 9 FEET EAST OF A
 PT0070'CORNER FENCE POST, 3 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 PT0070'WITNESS POST.  NEAR COR. SECS. 22, 23, 26 AND 27.  T. 115 N., R.
 PT0070'79 W.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 PT0070
 PT0070                          STATION RECOVERY (1964)
 PT0070
 PT0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0218 ***********************************************************************
 PT0218  DESIGNATION -  E 313
 PT0218  PID         -  PT0218
 PT0218  STATE/COUNTY-  SD/STANLEY
 PT0218  COUNTRY     -  US
 PT0218  USGS QUAD   -  OAHE DAM (2017)
 PT0218
 PT0218                         *CURRENT SURVEY CONTROL
 PT0218  ______________________________________________________________________
 PT0218* NAD 83(1986) POSITION- 44 25 58.     (N) 100 24 13.     (W)   SCALED
 PT0218* NAVD 88 ORTHO HEIGHT -   453.684 (meters)     1488.46  (feet) ADJUSTED
 PT0218  ______________________________________________________________________
 PT0218  GEOID HEIGHT    -        -23.215 (meters)                     GEOID18
 PT0218  DYNAMIC HEIGHT  -        453.592 (meters)     1488.16  (feet) COMP
 PT0218  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 PT0218
 PT0218  VERT ORDER      -  FIRST     CLASS II
 PT0218
 PT0218.The horizontal coordinates were scaled from a map and have
 PT0218.an estimated accuracy of +/- 6 seconds.
 PT0218
 PT0218.The orthometric height was determined by differential leveling and
 PT0218.adjusted by the NATIONAL GEODETIC SURVEY
 PT0218.in June 1991.
 PT0218
 PT0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0218.GEOID18 height accuracy estimate available here.
 PT0218
 PT0218.Click photographs - Photos may exist for this station.
 PT0218
 PT0218.The dynamic height is computed by dividing the NAVD 88
 PT0218.geopotential number by the normal gravity value computed on the
 PT0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0218.degrees latitude (g = 980.6199 gals.).
 PT0218
 PT0218.The modeled gravity was interpolated from observed gravity values.
 PT0218
 PT0218;                    North         East    Units  Estimated Accuracy
 PT0218;SPC SD S     -   233,240.      594,400.      MT  (+/- 180 meters Scaled)
 PT0218
 PT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ882209(NAD 83)
 PT0218
 PT0218                          SUPERSEDED SURVEY CONTROL
 PT0218
 PT0218  NGVD 29 (??/??/92)  453.304  (m)         1487.21   (f) ADJ UNCH    1 2
 PT0218
 PT0218.Superseded values are not recommended for survey control.
 PT0218
 PT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0218.See file dsdata.pdf to determine how the superseded data were derived.
 PT0218
 PT0218_MARKER: DD = SURVEY DISK
 PT0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0218_STAMPING: E 313
 PT0218_MARK LOGO: USACE
 PT0218_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0218+STABILITY: SURFACE MOTION
 PT0218
 PT0218  HISTORY     - Date     Condition        Report By
 PT0218  HISTORY     - UNK      MONUMENTED       USACE
 PT0218  HISTORY     - 1949     GOOD             CGS
 PT0218  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0218
 PT0218                          STATION DESCRIPTION
 PT0218
 PT0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0218'5.6 MI NW FROM FORT PIERRE.
 PT0218'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0218'NORTH WESTERN RAILWAY STATION AT FORT PIERRE, THENCE 4.2 MILES
 PT0218'NORTHWEST ALONG OAHE DAM SITE ROAD, 0.1 MILE SOUTHEAST OF A RED
 PT0218'BARN TRIMMED IN WHITE, 0.1 MILE WEST OF THE OAHE ROAD, 180 YARDS
 PT0218'(PACED) EAST OF AN ARTESION WELL, 40 FEET EAST OF THE CENTER
 PT0218'LINE OF A TRAIL ROAD, 6.0 FEET EAST OF A CATTLE GUARD, 1.5 FEET
 PT0218'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 PT0218'PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- FROM DESCRIPTION
 PT0218'THIS MARK IS IN THE AREA CHANGED BY CONSTRUCTION OF OAHE DAM.
 PT0218
 PT0218                          STATION RECOVERY (1973)
 PT0218
 PT0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0119 ***********************************************************************
 OR0119  DESIGNATION -  E 316
 OR0119  PID         -  OR0119
 OR0119  STATE/COUNTY-  SD/CHARLES MIX
 OR0119  COUNTRY     -  US
 OR0119  USGS QUAD   -  WAGNER (2017)
 OR0119
 OR0119                         *CURRENT SURVEY CONTROL
 OR0119  ______________________________________________________________________
 OR0119* NAD 83(1986) POSITION- 43 03 09.     (N) 098 18 30.     (W)   SCALED
 OR0119* NAVD 88 ORTHO HEIGHT -   451.756 (meters)     1482.14  (feet) ADJUSTED
 OR0119  ______________________________________________________________________
 OR0119  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OR0119  DYNAMIC HEIGHT  -        451.603 (meters)     1481.63  (feet) COMP
 OR0119  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OR0119
 OR0119  VERT ORDER      -  SECOND    CLASS 0
 OR0119
 OR0119.The horizontal coordinates were scaled from a map and have
 OR0119.an estimated accuracy of +/- 6 seconds.
 OR0119
 OR0119.The orthometric height was determined by differential leveling and
 OR0119.adjusted by the NATIONAL GEODETIC SURVEY
 OR0119.in June 1991.
 OR0119
 OR0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0119.GEOID18 height accuracy estimate available here.
 OR0119
 OR0119.Click photographs - Photos may exist for this station.
 OR0119
 OR0119.The dynamic height is computed by dividing the NAVD 88
 OR0119.geopotential number by the normal gravity value computed on the
 OR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0119.degrees latitude (g = 980.6199 gals.).
 OR0119
 OR0119.The modeled gravity was interpolated from observed gravity values.
 OR0119
 OR0119;                    North         East    Units  Estimated Accuracy
 OR0119;SPC SD S     -    81,900.      764,960.      MT  (+/- 180 meters Scaled)
 OR0119
 OR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN563668(NAD 83)
 OR0119
 OR0119                          SUPERSEDED SURVEY CONTROL
 OR0119
 OR0119  NGVD 29 (??/??/92)  451.472  (m)         1481.20   (f) ADJ UNCH    2 0
 OR0119
 OR0119.Superseded values are not recommended for survey control.
 OR0119
 OR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0119.See file dsdata.pdf to determine how the superseded data were derived.
 OR0119
 OR0119_MARKER: DB = BENCH MARK DISK
 OR0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0119_STAMPING: E 316 1946
 OR0119_MARK LOGO: CGS
 OR0119_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0119+STABILITY: SURFACE MOTION
 OR0119
 OR0119  HISTORY     - Date     Condition        Report By
 OR0119  HISTORY     - 1946     MONUMENTED       CGS
 OR0119
 OR0119                          STATION DESCRIPTION
 OR0119
 OR0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0119'2.6 MI S FROM WAGNER.
 OR0119'TO REACH FROM THE POST OFFICE AT WAGNER GO SOUTH 0.9 MILE ALONG
 OR0119'A GRAVELED ROAD, THENCE WEST 0.7 MILE ALONG A GRAVELED ROAD,
 OR0119'THENCE SOUTH 1.0 MILE ALONG A GRAVELED ROAD TO SITE OF MARK,
 OR0119'BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND AN
 OR0119'EAST-WEST DIRT ROAD, 48.0 FEET WEST OF AND ABOUT 1.0 FOOT LOWER
 OR0119'THAN THE CENTER LINE OF THE GRAVELED ROAD, 30.0 FEET NORTH OF
 OR0119'THE CENTER LINE OF THE DIRT ROAD, 17.0 FEET WEST OF A FENCE
 OR0119'CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN
 OR0119'X 4 IN MARKER POST.  A BRONZE DISK STAMPED E 316 1946 SET IN THE
 OR0119'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1462 ***********************************************************************
 NM1462  DESIGNATION -  E 317
 NM1462  PID         -  NM1462
 NM1462  STATE/COUNTY-  SD/BON HOMME
 NM1462  COUNTRY     -  US
 NM1462  USGS QUAD   -  TYNDALL (2017)
 NM1462
 NM1462                         *CURRENT SURVEY CONTROL
 NM1462  ______________________________________________________________________
 NM1462* NAD 83(1986) POSITION- 42 53 37.62   (N) 097 45 12.32   (W)   HD_HELD1
 NM1462* NAVD 88 ORTHO HEIGHT -   385.417 (meters)     1264.49  (feet) ADJUSTED
 NM1462  ______________________________________________________________________
 NM1462  GEOID HEIGHT    -        -25.924 (meters)                     GEOID18
 NM1462  DYNAMIC HEIGHT  -        385.296 (meters)     1264.09  (feet) COMP
 NM1462  MODELED GRAVITY -    980,295.0   (mgal)                       NAVD 88
 NM1462
 NM1462  VERT ORDER      -  SECOND    CLASS 0
 NM1462
 NM1462.The horizontal coordinates were determined by differentially corrected
 NM1462.hand held GPS observations or other comparable positioning techniques
 NM1462.and have an estimated accuracy of +/- 3 meters.
 NM1462
 NM1462.The orthometric height was determined by differential leveling and
 NM1462.adjusted by the NATIONAL GEODETIC SURVEY
 NM1462.in June 1991.
 NM1462
 NM1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1462.GEOID18 height accuracy estimate available here.
 NM1462
 NM1462.Click photographs - Photos may exist for this station.
 NM1462
 NM1462.The dynamic height is computed by dividing the NAVD 88
 NM1462.geopotential number by the normal gravity value computed on the
 NM1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1462.degrees latitude (g = 980.6199 gals.).
 NM1462
 NM1462.The modeled gravity was interpolated from observed gravity values.
 NM1462
 NM1462;                    North         East    Units  Estimated Accuracy
 NM1462;SPC SD S     -    65,534.3     810,693.7     MT  (+/- 3 meters HH1 GPS) 
 NM1462
 NM1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0178149773(NAD 83)
 NM1462
 NM1462                          SUPERSEDED SURVEY CONTROL
 NM1462
 NM1462  NGVD 29 (??/??/92)  385.201  (m)         1263.78   (f) ADJ UNCH    2 0
 NM1462
 NM1462.Superseded values are not recommended for survey control.
 NM1462
 NM1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1462.See file dsdata.pdf to determine how the superseded data were derived.
 NM1462
 NM1462_MARKER: DB = BENCH MARK DISK
 NM1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1462_STAMPING: E 317 1946
 NM1462_MARK LOGO: CGS
 NM1462_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1462+STABILITY: SURFACE MOTION
 NM1462
 NM1462  HISTORY     - Date     Condition        Report By
 NM1462  HISTORY     - 1946     MONUMENTED       CGS
 NM1462  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1462
 NM1462                          STATION DESCRIPTION
 NM1462
 NM1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1462'10 MI NE FROM SPRINGFIELD.
 NM1462'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1462'ALONG STATE HIGHWAY NO. 37, THENCE EAST 7.0 MILES ALONG A GRAVELED
 NM1462'ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE
 NM1462'GRAVELED ROAD AND A NORTH-SOUTH DIRT ROAD, 33.5 FEET NORTH OF
 NM1462'AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE GRAVELED
 NM1462'ROAD, 33.5 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 65.0
 NM1462'FEET NORTHEAST OF THE NORTH END OF CONCRETE TUBE CULVERT,
 NM1462'2.0 FEET NORTHEAST OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A
 NM1462'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED E 317 1946 SET IN
 NM1462'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 NM1462
 NM1462                          STATION RECOVERY (1974)
 NM1462
 NM1462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0565 ***********************************************************************
 OR0565  DESIGNATION -  E 318
 OR0565  PID         -  OR0565
 OR0565  STATE/COUNTY-  SD/GREGORY
 OR0565  COUNTRY     -  US
 OR0565  USGS QUAD   -  BURKE (2017)
 OR0565
 OR0565                         *CURRENT SURVEY CONTROL
 OR0565  ______________________________________________________________________
 OR0565* NAD 83(1986) POSITION- 43 10 09.     (N) 099 17 49.     (W)   SCALED
 OR0565* NAVD 88 ORTHO HEIGHT -   659.143 (meters)     2162.54  (feet) ADJUSTED
 OR0565  ______________________________________________________________________
 OR0565  GEOID HEIGHT    -        -25.724 (meters)                     GEOID18
 OR0565  DYNAMIC HEIGHT  -        658.894 (meters)     2161.72  (feet) COMP
 OR0565  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 OR0565
 OR0565  VERT ORDER      -  SECOND    CLASS 0
 OR0565
 OR0565.The horizontal coordinates were scaled from a map and have
 OR0565.an estimated accuracy of +/- 6 seconds.
 OR0565
 OR0565.The orthometric height was determined by differential leveling and
 OR0565.adjusted by the NATIONAL GEODETIC SURVEY
 OR0565.in June 1991.
 OR0565
 OR0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0565.GEOID18 height accuracy estimate available here.
 OR0565
 OR0565.Click photographs - Photos may exist for this station.
 OR0565
 OR0565.The dynamic height is computed by dividing the NAVD 88
 OR0565.geopotential number by the normal gravity value computed on the
 OR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0565.degrees latitude (g = 980.6199 gals.).
 OR0565
 OR0565.The modeled gravity was interpolated from observed gravity values.
 OR0565
 OR0565;                    North         East    Units  Estimated Accuracy
 OR0565;SPC SD S     -    93,380.      684,270.      MT  (+/- 180 meters Scaled)
 OR0565
 OR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758796(NAD 83)
 OR0565
 OR0565                          SUPERSEDED SURVEY CONTROL
 OR0565
 OR0565  NGVD 29 (??/??/92)  658.81   (m)         2161.4    (f) COMPUTED    2 0
 OR0565
 OR0565.Superseded values are not recommended for survey control.
 OR0565
 OR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0565.See file dsdata.pdf to determine how the superseded data were derived.
 OR0565
 OR0565_MARKER: DB = BENCH MARK DISK
 OR0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0565_STAMPING: E 318 1946
 OR0565_MARK LOGO: CGS
 OR0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0565+STABILITY: SURFACE MOTION
 OR0565
 OR0565  HISTORY     - Date     Condition        Report By
 OR0565  HISTORY     - 1946     MONUMENTED       CGS
 OR0565
 OR0565                          STATION DESCRIPTION
 OR0565
 OR0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0565'1 MI S FROM BURKE.
 OR0565'ALONG A GRAVELED COUNTY ROAD, 1.0 MILES SOUTH OF THE CHICAGO
 OR0565'AND NORTHWESTERN RAILROAD STATION IN BURKE, ON THE NORTH SLOPE
 OR0565'OF A HILL, NEAR A SECTION CORNER, IN A TRIANGLE FORMED BY A
 OR0565'ROAD JUNCTION, 26 FEET EAST OF THE CENTER OF THE MAIN ROAD, 39
 OR0565'FEET NORTH OF THE CENTER OF A SIDE ROAD, 4 FEET NORTH OF A
 OR0565'TELEPHONE POLE, 2 FEET SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0566 ***********************************************************************
 OR0566  DESIGNATION -  E 318 RESET
 OR0566  PID         -  OR0566
 OR0566  STATE/COUNTY-  SD/GREGORY
 OR0566  COUNTRY     -  US
 OR0566  USGS QUAD   -  BURKE (2017)
 OR0566
 OR0566                         *CURRENT SURVEY CONTROL
 OR0566  ______________________________________________________________________
 OR0566* NAD 83(1986) POSITION- 43 10 09.     (N) 099 17 49.     (W)   SCALED
 OR0566* NAVD 88 ORTHO HEIGHT -   659.572 (meters)     2163.95  (feet) ADJUSTED
 OR0566  ______________________________________________________________________
 OR0566  GEOID HEIGHT    -        -25.724 (meters)                     GEOID18
 OR0566  DYNAMIC HEIGHT  -        659.322 (meters)     2163.13  (feet) COMP
 OR0566  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 OR0566
 OR0566  VERT ORDER      -  FIRST     CLASS II
 OR0566
 OR0566.The horizontal coordinates were scaled from a map and have
 OR0566.an estimated accuracy of +/- 6 seconds.
 OR0566
 OR0566.The orthometric height was determined by differential leveling and
 OR0566.adjusted by the NATIONAL GEODETIC SURVEY
 OR0566.in June 1994.
 OR0566
 OR0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0566.GEOID18 height accuracy estimate available here.
 OR0566
 OR0566.Click photographs - Photos may exist for this station.
 OR0566
 OR0566.The dynamic height is computed by dividing the NAVD 88
 OR0566.geopotential number by the normal gravity value computed on the
 OR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0566.degrees latitude (g = 980.6199 gals.).
 OR0566
 OR0566.The modeled gravity was interpolated from observed gravity values.
 OR0566
 OR0566;                    North         East    Units  Estimated Accuracy
 OR0566;SPC SD S     -    93,380.      684,270.      MT  (+/- 180 meters Scaled)
 OR0566
 OR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758796(NAD 83)
 OR0566
 OR0566                          SUPERSEDED SURVEY CONTROL
 OR0566
 OR0566  NGVD 29 (??/??/??)  659.24   (m)         2162.9    (f) RESET       3  
 OR0566
 OR0566.Superseded values are not recommended for survey control.
 OR0566
 OR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0566.See file dsdata.pdf to determine how the superseded data were derived.
 OR0566
 OR0566_MARKER: DB = BENCH MARK DISK
 OR0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0566_STAMPING: E 318 RESET 1961
 OR0566_MARK LOGO: CGS
 OR0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0566+STABILITY: SURFACE MOTION
 OR0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0566+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 OR0566
 OR0566  HISTORY     - Date     Condition        Report By
 OR0566  HISTORY     - 1961     MONUMENTED       CGS
 OR0566  HISTORY     - 19930927 GOOD             NGS
 OR0566
 OR0566                          STATION DESCRIPTION
 OR0566
 OR0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0566'0.8 MI S FROM BURKE.
 OR0566'THIS MARK IS LOCATED ABOUT 0.8 MILE SOUTH OF THE JUNCTION OF
 OR0566'U.S. HIGHWAY 18 AND STATE HIGHWAY 47 AT THE SOUTHWEST EDGE OF
 OR0566'BURKE, IN THE NORTHWEST ANGLE OF CROSSROADS, 99 FEET WEST OF THE
 OR0566'CENTERLINE OF THE HIGHWAY AND 74 FEET NORTH OF THE CENTER OF A
 OR0566'SIDE ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE POST
 OR0566'PROJECTING 4 INCHES.
 OR0566
 OR0566                          STATION RECOVERY (1993)
 OR0566
 OR0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0566'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION
 OR0566'OF U.S. HIGHWAY 18 IN BURKE, 30.2 M (99.1 FT) WEST OF THE HIGHWAY
 OR0566'CENTERLINE, 22.5 M (73.8 FT) NORTH OF THE CENTER OF A SAND ROAD, 4.3
 OR0566'M (14.1 FT) NORTH OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL
 OR0566'OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST AND FENCE, AND
 OR0566'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0485 ***********************************************************************
 OQ0485  DESIGNATION -  E 319
 OQ0485  PID         -  OQ0485
 OQ0485  STATE/COUNTY-  SD/YANKTON
 OQ0485  COUNTRY     -  US
 OQ0485  USGS QUAD   -  LESTERVILLE (2017)
 OQ0485
 OQ0485                         *CURRENT SURVEY CONTROL
 OQ0485  ______________________________________________________________________
 OQ0485* NAD 83(1986) POSITION- 43 02 09.     (N) 097 34 34.     (W)   SCALED
 OQ0485* NAVD 88 ORTHO HEIGHT -   416.919 (meters)     1367.84  (feet) ADJUSTED
 OQ0485  ______________________________________________________________________
 OQ0485  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 OQ0485  DYNAMIC HEIGHT  -        416.794 (meters)     1367.43  (feet) COMP
 OQ0485  MODELED GRAVITY -    980,307.2   (mgal)                       NAVD 88
 OQ0485
 OQ0485  VERT ORDER      -  SECOND    CLASS 0
 OQ0485
 OQ0485.The horizontal coordinates were scaled from a map and have
 OQ0485.an estimated accuracy of +/- 6 seconds.
 OQ0485
 OQ0485.The orthometric height was determined by differential leveling and
 OQ0485.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0485.in June 1991.
 OQ0485
 OQ0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0485.GEOID18 height accuracy estimate available here.
 OQ0485
 OQ0485.Click photographs - Photos may exist for this station.
 OQ0485
 OQ0485.The dynamic height is computed by dividing the NAVD 88
 OQ0485.geopotential number by the normal gravity value computed on the
 OQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0485.degrees latitude (g = 980.6199 gals.).
 OQ0485
 OQ0485.The modeled gravity was interpolated from observed gravity values.
 OQ0485
 OQ0485;                    North         East    Units  Estimated Accuracy
 OQ0485;SPC SD S     -    81,770.      824,650.      MT  (+/- 180 meters Scaled)
 OQ0485
 OQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN159657(NAD 83)
 OQ0485
 OQ0485                          SUPERSEDED SURVEY CONTROL
 OQ0485
 OQ0485  NGVD 29 (??/??/92)  416.691  (m)         1367.09   (f) ADJ UNCH    2 0
 OQ0485
 OQ0485.Superseded values are not recommended for survey control.
 OQ0485
 OQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0485.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0485
 OQ0485_MARKER: DB = BENCH MARK DISK
 OQ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0485_STAMPING: E 319 1946
 OQ0485_MARK LOGO: CGS
 OQ0485_PROJECTION: RECESSED 10 CENTIMETERS
 OQ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0485+STABILITY: SURFACE MOTION
 OQ0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0485+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2026
 OQ0485
 OQ0485  HISTORY     - Date     Condition        Report By
 OQ0485  HISTORY     - 1946     MONUMENTED       CGS
 OQ0485  HISTORY     - 1974     GOOD             USGS
 OQ0485  HISTORY     - 20071007 MARK NOT FOUND   WAPA
 OQ0485  HISTORY     - 20251020 GOOD             INDIV
 OQ0485  HISTORY     - 20260107 GOOD             ALFDIO
 OQ0485
 OQ0485                          STATION DESCRIPTION
 OQ0485
 OQ0485'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0485'1 MI E FROM LESTERVILLE.
 OQ0485'AT LESTERVILLE, 1.0 MILE EAST OF T 95 N, R 57 W, IN THE NW 1/4
 OQ0485'OF SECTION 22, 48 FEET NORTH OF THE CENTER OF THE C. M. AND ST.
 OQ0485'P. RR TRACK, 65 FEET EAST OF THE CENTER OF THE N-S SECTION LINE
 OQ0485'ROAD, 3 FEET SOUTH OF THE NORTH ROW FENCE, 1 FOOT WEST OF A
 OQ0485'WITNESS POST, IN A CONCRETE POST A STD DISK STAMPED E 319 1946.
 OQ0485
 OQ0485                          STATION RECOVERY (2007)
 OQ0485
 OQ0485'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 OQ0485'MARK NOT FOUND.
 OQ0485
 OQ0485                          STATION RECOVERY (2025)
 OQ0485
 OQ0485'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (BJB)
 OQ0485'RECOVERED IN GOOD CONDITION.
 OQ0485
 OQ0485                          STATION RECOVERY (2026)
 OQ0485
 OQ0485'RECOVERY NOTE BY ALFRED DIORIO 2026 (AL)
 OQ0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0146 ***********************************************************************
 OS0146  DESIGNATION -  E 321
 OS0146  PID         -  OS0146
 OS0146  STATE/COUNTY-  SD/TRIPP
 OS0146  COUNTRY     -  US
 OS0146  USGS QUAD   -  KEYAPAHA (2017)
 OS0146
 OS0146                         *CURRENT SURVEY CONTROL
 OS0146  ______________________________________________________________________
 OS0146* NAD 83(1986) POSITION- 43 06 41.     (N) 100 11 10.     (W)   SCALED
 OS0146* NAVD 88 ORTHO HEIGHT -   715.159 (meters)     2346.32  (feet) ADJUSTED
 OS0146  ______________________________________________________________________
 OS0146  GEOID HEIGHT    -        -23.670 (meters)                     GEOID18
 OS0146  DYNAMIC HEIGHT  -        714.880 (meters)     2345.40  (feet) COMP
 OS0146  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 OS0146
 OS0146  VERT ORDER      -  SECOND    CLASS 0
 OS0146
 OS0146.The horizontal coordinates were scaled from a map and have
 OS0146.an estimated accuracy of +/- 6 seconds.
 OS0146
 OS0146.The orthometric height was determined by differential leveling and
 OS0146.adjusted by the NATIONAL GEODETIC SURVEY
 OS0146.in June 1991.
 OS0146
 OS0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0146.GEOID18 height accuracy estimate available here.
 OS0146
 OS0146.Click photographs - Photos may exist for this station.
 OS0146
 OS0146.The dynamic height is computed by dividing the NAVD 88
 OS0146.geopotential number by the normal gravity value computed on the
 OS0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0146.degrees latitude (g = 980.6199 gals.).
 OS0146
 OS0146.The modeled gravity was interpolated from observed gravity values.
 OS0146
 OS0146;                    North         East    Units  Estimated Accuracy
 OS0146;SPC SD S     -    86,450.      611,980.      MT  (+/- 180 meters Scaled)
 OS0146
 OS0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN034738(NAD 83)
 OS0146
 OS0146                          SUPERSEDED SURVEY CONTROL
 OS0146
 OS0146  NGVD 29 (??/??/92)  714.826  (m)         2345.23   (f) ADJ UNCH    2 0
 OS0146
 OS0146.Superseded values are not recommended for survey control.
 OS0146
 OS0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0146.See file dsdata.pdf to determine how the superseded data were derived.
 OS0146
 OS0146_MARKER: DB = BENCH MARK DISK
 OS0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0146_STAMPING: E 321 1946
 OS0146_MARK LOGO: CGS
 OS0146_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0146+STABILITY: SURFACE MOTION
 OS0146
 OS0146  HISTORY     - Date     Condition        Report By
 OS0146  HISTORY     - 1946     MONUMENTED       CGS
 OS0146
 OS0146                          STATION DESCRIPTION
 OS0146
 OS0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0146'2.5 MI W FROM KEYAPAHA.
 OS0146'ABOUT 2.5 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0146'OFFICE AT KEYAPAHA, AND AT THE INTERSECTION WITH A NORTH-SOUTH
 OS0146'DIRT ROAD, 57 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 OS0146'ROAD, 26 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0146'EAST-WEST ROAD, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A BRONZE
 OS0146'DISC STAMPED E 321 1946 AND SET IN THE TOP OF A CONCRETE POST
 OS0146'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0092 ***********************************************************************
 OS0092  DESIGNATION -  E 322
 OS0092  PID         -  OS0092
 OS0092  STATE/COUNTY-  SD/TRIPP
 OS0092  COUNTRY     -  US
 OS0092  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0092
 OS0092                         *CURRENT SURVEY CONTROL
 OS0092  ______________________________________________________________________
 OS0092* NAD 83(1986) POSITION- 43 11 01.     (N) 100 10 00.     (W)   SCALED
 OS0092* NAVD 88 ORTHO HEIGHT -   734.212 (meters)     2408.83  (feet) ADJUSTED
 OS0092  ______________________________________________________________________
 OS0092  GEOID HEIGHT    -        -23.976 (meters)                     GEOID18
 OS0092  DYNAMIC HEIGHT  -        733.931 (meters)     2407.91  (feet) COMP
 OS0092  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 OS0092
 OS0092  VERT ORDER      -  SECOND    CLASS 0
 OS0092
 OS0092.The horizontal coordinates were scaled from a map and have
 OS0092.an estimated accuracy of +/- 6 seconds.
 OS0092
 OS0092.The orthometric height was determined by differential leveling and
 OS0092.adjusted by the NATIONAL GEODETIC SURVEY
 OS0092.in June 1991.
 OS0092
 OS0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0092.GEOID18 height accuracy estimate available here.
 OS0092
 OS0092.Click photographs - Photos may exist for this station.
 OS0092
 OS0092.The dynamic height is computed by dividing the NAVD 88
 OS0092.geopotential number by the normal gravity value computed on the
 OS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0092.degrees latitude (g = 980.6199 gals.).
 OS0092
 OS0092.The modeled gravity was interpolated from observed gravity values.
 OS0092
 OS0092;                    North         East    Units  Estimated Accuracy
 OS0092;SPC SD S     -    94,470.      613,550.      MT  (+/- 180 meters Scaled)
 OS0092
 OS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN051818(NAD 83)
 OS0092
 OS0092                          SUPERSEDED SURVEY CONTROL
 OS0092
 OS0092  NGVD 29 (??/??/92)  733.868  (m)         2407.70   (f) ADJ UNCH    2 0
 OS0092
 OS0092.Superseded values are not recommended for survey control.
 OS0092
 OS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0092.See file dsdata.pdf to determine how the superseded data were derived.
 OS0092
 OS0092_MARKER: DB = BENCH MARK DISK
 OS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0092_STAMPING: E 322 1946
 OS0092_MARK LOGO: CGS
 OS0092_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0092+STABILITY: SURFACE MOTION
 OS0092
 OS0092  HISTORY     - Date     Condition        Report By
 OS0092  HISTORY     - 1946     MONUMENTED       CGS
 OS0092
 OS0092                          STATION DESCRIPTION
 OS0092
 OS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0092'6.5 MI NW FROM KEYAPAHA.
 OS0092'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0092'KEYAPAHA, THENCE 5.0 MILES NORTH ALONG A DIRT ROAD, AND AT THE
 OS0092'JUNCTION WITH A DIRT ROAD LEADING WEST, 54 FEET WEST OF AND ABOUT
 OS0092'LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET SOUTH
 OS0092'OF THE CENTER LINE OF THE EAST-WEST ROAD, 13 FEET WEST OF THE
 OS0092'RIGHT-OF-WAY FENCE CORNER, 1 FOOT EAST OF A 4 IN X 4 IN MARKER
 OS0092'POST.  PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED E 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0749 ***********************************************************************
 OR0749  DESIGNATION -  E 323
 OR0749  PID         -  OR0749
 OR0749  STATE/COUNTY-  SD/TRIPP
 OR0749  COUNTRY     -  US
 OR0749  USGS QUAD   -  MILLBORO (2017)
 OR0749
 OR0749                         *CURRENT SURVEY CONTROL
 OR0749  ______________________________________________________________________
 OR0749* NAD 83(1986) POSITION- 43 03 12.     (N) 099 56 56.     (W)   SCALED
 OR0749* NAVD 88 ORTHO HEIGHT -   676.261 (meters)     2218.70  (feet) ADJUSTED
 OR0749  ______________________________________________________________________
 OR0749  GEOID HEIGHT    -        -23.981 (meters)                     GEOID18
 OR0749  DYNAMIC HEIGHT  -        676.004 (meters)     2217.86  (feet) COMP
 OR0749  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 OR0749
 OR0749  VERT ORDER      -  SECOND    CLASS 0
 OR0749
 OR0749.The horizontal coordinates were scaled from a map and have
 OR0749.an estimated accuracy of +/- 6 seconds.
 OR0749
 OR0749.The orthometric height was determined by differential leveling and
 OR0749.adjusted by the NATIONAL GEODETIC SURVEY
 OR0749.in June 1991.
 OR0749
 OR0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0749.GEOID18 height accuracy estimate available here.
 OR0749
 OR0749.Click photographs - Photos may exist for this station.
 OR0749
 OR0749.The dynamic height is computed by dividing the NAVD 88
 OR0749.geopotential number by the normal gravity value computed on the
 OR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0749.degrees latitude (g = 980.6199 gals.).
 OR0749
 OR0749.The modeled gravity was interpolated from observed gravity values.
 OR0749
 OR0749;                    North         East    Units  Estimated Accuracy
 OR0749;SPC SD S     -    80,060.      631,320.      MT  (+/- 180 meters Scaled)
 OR0749
 OR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN227671(NAD 83)
 OR0749
 OR0749                          SUPERSEDED SURVEY CONTROL
 OR0749
 OR0749  NGVD 29 (??/??/92)  675.945  (m)         2217.66   (f) ADJ UNCH    2 0
 OR0749
 OR0749.Superseded values are not recommended for survey control.
 OR0749
 OR0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0749.See file dsdata.pdf to determine how the superseded data were derived.
 OR0749
 OR0749_MARKER: DB = BENCH MARK DISK
 OR0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0749_STAMPING: E 323 1946
 OR0749_MARK LOGO: CGS
 OR0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0749+STABILITY: SURFACE MOTION
 OR0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0749+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1986
 OR0749
 OR0749  HISTORY     - Date     Condition        Report By
 OR0749  HISTORY     - 1946     MONUMENTED       CGS
 OR0749  HISTORY     - 1977     MARK NOT FOUND   USGS
 OR0749  HISTORY     - 19860708 SEE DESCRIPTION  NGS
 OR0749
 OR0749                          STATION DESCRIPTION
 OR0749
 OR0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0749'11 MI NW FROM WEWELA.
 OR0749'0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WEWELA,
 OR0749'THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES WEST
 OR0749'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 OR0749'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH ALONG
 OR0749'DIRT ROAD, THENCE 2.9 MILES WEST ALONG A DIRT ROAD TO THE SITE OF
 OR0749'THE MARK.  THE MARK IS SET AT A ROAD INTERSECTION, 63 FEET SOUTH
 OR0749'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST AND WEST
 OR0749'ROAD, 32 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 OR0749'ROAD, 1 FOOT WEST OF THE RIGHT OF WAY FENCE, 1 FOOT SOUTH OF A
 OR0749'WHITE 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 OR0749'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 OR0749
 OR0749                          STATION RECOVERY (1977)
 OR0749
 OR0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OR0749'MARK NOT FOUND.
 OR0749
 OR0749                          STATION RECOVERY (1986)
 OR0749
 OR0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OR0749'NOT FOUND AND CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0831 ***********************************************************************
 NM0831  DESIGNATION -  E 324
 NM0831  PID         -  NM0831
 NM0831  STATE/COUNTY-  SD/UNION
 NM0831  COUNTRY     -  US
 NM0831  USGS QUAD   -  ELK POINT (2017)
 NM0831
 NM0831                         *CURRENT SURVEY CONTROL
 NM0831  ______________________________________________________________________
 NM0831* NAD 83(1986) POSITION- 42 41 33.     (N) 096 38 07.     (W)   SCALED
 NM0831* NAVD 88 ORTHO HEIGHT -   340.489 (meters)     1117.09  (feet) ADJUSTED
 NM0831  ______________________________________________________________________
 NM0831  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 NM0831  DYNAMIC HEIGHT  -        340.390 (meters)     1116.76  (feet) COMP
 NM0831  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 NM0831
 NM0831  VERT ORDER      -  FIRST     CLASS II
 NM0831
 NM0831.The horizontal coordinates were scaled from a map and have
 NM0831.an estimated accuracy of +/- 6 seconds.
 NM0831
 NM0831.The orthometric height was determined by differential leveling and
 NM0831.adjusted by the NATIONAL GEODETIC SURVEY
 NM0831.in June 1991.
 NM0831
 NM0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0831.GEOID18 height accuracy estimate available here.
 NM0831
 NM0831.Click photographs - Photos may exist for this station.
 NM0831
 NM0831.The dynamic height is computed by dividing the NAVD 88
 NM0831.geopotential number by the normal gravity value computed on the
 NM0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0831.degrees latitude (g = 980.6199 gals.).
 NM0831
 NM0831.The modeled gravity was interpolated from observed gravity values.
 NM0831
 NM0831;                    North         East    Units  Estimated Accuracy
 NM0831;SPC SD S     -    46,650.      902,950.      MT  (+/- 180 meters Scaled)
 NM0831
 NM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN937293(NAD 83)
 NM0831
 NM0831                          SUPERSEDED SURVEY CONTROL
 NM0831
 NM0831  NGVD 29 (??/??/92)  340.310  (m)         1116.50   (f) ADJ UNCH    1 2
 NM0831
 NM0831.Superseded values are not recommended for survey control.
 NM0831
 NM0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0831.See file dsdata.pdf to determine how the superseded data were derived.
 NM0831
 NM0831_MARKER: DB = BENCH MARK DISK
 NM0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0831_STAMPING: E 324 1948
 NM0831_MARK LOGO: CGS
 NM0831_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0831+STABILITY: SURFACE MOTION
 NM0831
 NM0831  HISTORY     - Date     Condition        Report By
 NM0831  HISTORY     - 1948     MONUMENTED       CGS
 NM0831  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0831  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0831
 NM0831                          STATION DESCRIPTION
 NM0831
 NM0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0831'3.4 MI NE FROM ELK POINT.
 NM0831'2.25 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0831'PACIFIC RAILROAD FROM THE SOUTH WYE SWITCH STATION BUILDING AT
 NM0831'ELK POINT, THENCE 0.6 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.6
 NM0831'MILE EAST ALONG A GRAVEL ROAD, AT THE ELK POINT AIRPORT, 22.4 FEET
 NM0831'WEST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, 7.9 FEET EAST
 NM0831'OF THE EAST DOOR FACING OF A HANGAR ADJOINING THE OFFICE, 1.5
 NM0831'FEET SOUTH OF THE SOUTH FACE OF THE BUILDING, 1.5 FEET WEST OF A
 NM0831'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NM0831'FOOT ABOVE THE GROUND.
 NM0831
 NM0831                          STATION RECOVERY (1963)
 NM0831
 NM0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0831'MARK NOT FOUND.
 NM0831
 NM0831                          STATION RECOVERY (2012)
 NM0831
 NM0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0831'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0782 ***********************************************************************
 NM0782  DESIGNATION -  E 325
 NM0782  PID         -  NM0782
 NM0782  STATE/COUNTY-  SD/UNION
 NM0782  COUNTRY     -  US
 NM0782  USGS QUAD   -  PONCA (2017)
 NM0782
 NM0782                         *CURRENT SURVEY CONTROL
 NM0782  ______________________________________________________________________
 NM0782* NAD 83(1986) POSITION- 42 36 19.     (N) 096 37 32.     (W)   SCALED
 NM0782* NAVD 88 ORTHO HEIGHT -   340.695 (meters)     1117.76  (feet) ADJUSTED
 NM0782  ______________________________________________________________________
 NM0782  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 NM0782  DYNAMIC HEIGHT  -        340.591 (meters)     1117.42  (feet) COMP
 NM0782  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NM0782
 NM0782  VERT ORDER      -  SECOND    CLASS 0
 NM0782
 NM0782.The horizontal coordinates were scaled from a map and have
 NM0782.an estimated accuracy of +/- 6 seconds.
 NM0782
 NM0782.The orthometric height was determined by differential leveling and
 NM0782.adjusted by the NATIONAL GEODETIC SURVEY
 NM0782.in June 1991.
 NM0782
 NM0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0782.GEOID18 height accuracy estimate available here.
 NM0782
 NM0782.Click photographs - Photos may exist for this station.
 NM0782
 NM0782.The dynamic height is computed by dividing the NAVD 88
 NM0782.geopotential number by the normal gravity value computed on the
 NM0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0782.degrees latitude (g = 980.6199 gals.).
 NM0782
 NM0782.The modeled gravity was interpolated from observed gravity values.
 NM0782
 NM0782;                    North         East    Units  Estimated Accuracy
 NM0782;SPC SD S     -    37,000.      904,180.      MT  (+/- 180 meters Scaled)
 NM0782
 NM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN947197(NAD 83)
 NM0782
 NM0782                          SUPERSEDED SURVEY CONTROL
 NM0782
 NM0782  NGVD 29 (??/??/92)  340.521  (m)         1117.19   (f) ADJ UNCH    2 0
 NM0782
 NM0782.Superseded values are not recommended for survey control.
 NM0782
 NM0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0782.See file dsdata.pdf to determine how the superseded data were derived.
 NM0782
 NM0782_MARKER: DB = BENCH MARK DISK
 NM0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0782_STAMPING: E 325 1948
 NM0782_MARK LOGO: CGS
 NM0782_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0782+STABILITY: SURFACE MOTION
 NM0782
 NM0782  HISTORY     - Date     Condition        Report By
 NM0782  HISTORY     - 1948     MONUMENTED       CGS
 NM0782
 NM0782                          STATION DESCRIPTION
 NM0782
 NM0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0782'3.3 MI W FROM JEFFERSON.
 NM0782'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0782'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0782'WEST ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 NM0782'IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 62.0 FEET NORTH OF
 NM0782'THE CENTER LINE OF THE EAST-WEST ROAD, 29.0 FEET WEST OF THE CENTER
 NM0782'LINE OF THE NORTH-SOUTH ROAD, 9.8 FEET NORTH OF A NORTH GATE POST,
 NM0782'29.3 FEET NORTH OF A POWER LINE POLE, 1.8 FEET EAST OF A FENCE,
 NM0782'1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0782'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0139 ***********************************************************************
 OQ0139  DESIGNATION -  E 326
 OQ0139  PID         -  OQ0139
 OQ0139  STATE/COUNTY-  SD/LINCOLN
 OQ0139  COUNTRY     -  US
 OQ0139  USGS QUAD   -  FAIRVIEW (2017)
 OQ0139
 OQ0139                         *CURRENT SURVEY CONTROL
 OQ0139  ______________________________________________________________________
 OQ0139* NAD 83(1986) POSITION- 43 07 49.7    (N) 096 27 15.9    (W)   HD_HELD2
 OQ0139* NAVD 88 ORTHO HEIGHT -   373.154 (meters)     1224.26  (feet) ADJUSTED
 OQ0139  ______________________________________________________________________
 OQ0139  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 OQ0139  DYNAMIC HEIGHT  -        373.049 (meters)     1223.91  (feet) COMP
 OQ0139  MODELED GRAVITY -    980,329.3   (mgal)                       NAVD 88
 OQ0139
 OQ0139  VERT ORDER      -  FIRST     CLASS II
 OQ0139
 OQ0139.The horizontal coordinates were established by autonomous hand held GPS
 OQ0139.observations and have an estimated accuracy of +/- 10 meters.
 OQ0139
 OQ0139.The orthometric height was determined by differential leveling and
 OQ0139.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0139.in June 1991.
 OQ0139
 OQ0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0139.GEOID18 height accuracy estimate available here.
 OQ0139
 OQ0139.Click photographs - Photos may exist for this station.
 OQ0139
 OQ0139.The dynamic height is computed by dividing the NAVD 88
 OQ0139.geopotential number by the normal gravity value computed on the
 OQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0139.degrees latitude (g = 980.6199 gals.).
 OQ0139
 OQ0139.The modeled gravity was interpolated from observed gravity values.
 OQ0139
 OQ0139;                    North         East    Units  Estimated Accuracy
 OQ0139;SPC SD S     -    95,924.      915,488.      MT  (+/- 10 meters HH2 GPS)
 OQ0139
 OQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0705178449(NAD 83)
 OQ0139
 OQ0139                          SUPERSEDED SURVEY CONTROL
 OQ0139
 OQ0139  NGVD 29 (??/??/92)  372.928  (m)         1223.51   (f) ADJ UNCH    1 2
 OQ0139
 OQ0139.Superseded values are not recommended for survey control.
 OQ0139
 OQ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0139.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0139
 OQ0139_MARKER: DB = BENCH MARK DISK
 OQ0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0139_SP_SET: BUILDING
 OQ0139_STAMPING: E 326 1949
 OQ0139_MARK LOGO: CGS
 OQ0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0139+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 OQ0139
 OQ0139  HISTORY     - Date     Condition        Report By
 OQ0139  HISTORY     - 1949     MONUMENTED       CGS
 OQ0139  HISTORY     - 20120306 GOOD             INDIV
 OQ0139
 OQ0139                          STATION DESCRIPTION
 OQ0139
 OQ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0139'AT HUDSON.
 OQ0139'AT HUDSON, AT THE NORTHWEST CORNER OF THE INTERSECTION OF FOURTH
 OQ0139'AND WHEELOCK STREET, 1.4 FEET EAST OF THE SOUTHWEST CORNER OF AND
 OQ0139'SET VERTICALLY 3.2 FEET ABOVE THE SIDEWALK IN THE SOUTH BRICK
 OQ0139'WALL OF A BUILDING OWNED BY C.O. BEMISS AND OCCUPIED BY THE
 OQ0139'HUDSON OFFICE OF THE FAIRVIEW STATE BANK, 0.7 FOOT WEST OF THE
 OQ0139'WEST END OF THE BOTTOM OF THE WEST WINDOW SILL.
 OQ0139
 OQ0139                          STATION RECOVERY (2012)
 OQ0139
 OQ0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0328 ***********************************************************************
 OQ0328  DESIGNATION -  E 328
 OQ0328  PID         -  OQ0328
 OQ0328  STATE/COUNTY-  SD/MINNEHAHA
 OQ0328  COUNTRY     -  US
 OQ0328  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0328
 OQ0328                         *CURRENT SURVEY CONTROL
 OQ0328  ______________________________________________________________________
 OQ0328* NAD 83(1986) POSITION- 43 33 09.69   (N) 096 43 37.11   (W)   HD_HELD1
 OQ0328* NAVD 88 ORTHO HEIGHT -   425.888 (meters)     1397.27  (feet) ADJUSTED
 OQ0328  ______________________________________________________________________
 OQ0328  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 OQ0328  DYNAMIC HEIGHT  -        425.776 (meters)     1396.90  (feet) COMP
 OQ0328  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 OQ0328
 OQ0328  VERT ORDER      -  FIRST     CLASS II
 OQ0328
 OQ0328.The horizontal coordinates were determined by differentially corrected
 OQ0328.hand held GPS observations or other comparable positioning techniques
 OQ0328.and have an estimated accuracy of +/- 3 meters.
 OQ0328
 OQ0328.The orthometric height was determined by differential leveling and
 OQ0328.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0328.in June 1991.
 OQ0328
 OQ0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0328.GEOID18 height accuracy estimate available here.
 OQ0328
 OQ0328.Click photographs - Photos may exist for this station.
 OQ0328
 OQ0328.The dynamic height is computed by dividing the NAVD 88
 OQ0328.geopotential number by the normal gravity value computed on the
 OQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0328.degrees latitude (g = 980.6199 gals.).
 OQ0328
 OQ0328.The modeled gravity was interpolated from observed gravity values.
 OQ0328
 OQ0328;                    North         East    Units  Estimated Accuracy
 OQ0328;SPC SD S     -   141,785.0     891,298.0     MT  (+/- 3 meters HH1 GPS) 
 OQ0328
 OQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8360324703(NAD 83)
 OQ0328
 OQ0328                          SUPERSEDED SURVEY CONTROL
 OQ0328
 OQ0328  NGVD 29 (??/??/92)  425.600  (m)         1396.32   (f) ADJ UNCH    1 2
 OQ0328
 OQ0328.Superseded values are not recommended for survey control.
 OQ0328
 OQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0328.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0328
 OQ0328_MARKER: DB = BENCH MARK DISK
 OQ0328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0328_SP_SET: FOUNDATION
 OQ0328_STAMPING: E 328 1949
 OQ0328_MARK LOGO: CGS
 OQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0328+STABILITY: SURFACE MOTION
 OQ0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0328+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0328
 OQ0328  HISTORY     - Date     Condition        Report By
 OQ0328  HISTORY     - 1949     MONUMENTED       CGS
 OQ0328  HISTORY     - 1965     GOOD             CGS
 OQ0328  HISTORY     - 1971     GOOD             NGS
 OQ0328  HISTORY     - 1983     GOOD             NGS
 OQ0328  HISTORY     - 19900516 GOOD             NGS
 OQ0328  HISTORY     - 20050722 GOOD             NGS
 OQ0328  HISTORY     - 20090315 GOOD             GEOCAC
 OQ0328  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0328  HISTORY     - 20170629 GOOD             GEOCAC
 OQ0328
 OQ0328                          STATION DESCRIPTION
 OQ0328
 OQ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OQ0328'AT SIOUX FALLS.
 OQ0328'AT SIOUX FALLS, MINNEHAHA COUNTY, ON THE CHICAGO, MILWAUKEE,
 OQ0328'ST PAUL AND PACIFIC RAILROAD, IN THE SOUTH WALL OF THE STATION,
 OQ0328'28.6 FT. EAST OF THE CENTER OF THE SOUTH DOOR, 2.6 FT. WEST OF THE
 OQ0328'SOUTHEAST CORNER OF THE STATION, 2.2 FT. BELOW THE TOP OF THE
 OQ0328'WATER TABLE, AND 2 FT. ABOVE THE SIDEWALK.  A STANDARD DISK,
 OQ0328'STAMPED E 328 1949 AND SET IN THE VERTICAL.
 OQ0328
 OQ0328                          STATION RECOVERY (1971)
 OQ0328
 OQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OQ0328'RECOVERED IN GOOD CONDITION.
 OQ0328
 OQ0328                          STATION RECOVERY (1983)
 OQ0328
 OQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OQ0328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SIOUX
 OQ0328'FALLS, AT THE CORNER OF PHILLIPS STREET AND FIFTH STREET, IN THE SOUTH
 OQ0328'WALL NEAR THE SOUTHEAST CORNER OF A BROWNSTONE BUILDING ON THE NORTH
 OQ0328'SIDE OF FIFTH STREET, 6.3 METERS (19.7 FT) NORTH OF THE NORTH CURB OF
 OQ0328'FIFTH STREET, 0.8 METER (2.6 FT) WEST OF THE SOUTHEAST CORNER OF THE
 OQ0328'BUILDING, 0.7 METER (2.3 FT) ABOVE THE GROUND. NOTE--GRAVITY
 OQ0328'OBSERVATIONS WERE MADE ON A FOOTPLATE ON THE BRICK SIDEWALK IN FRONT
 OQ0328'OF THE BUILDING AND BELOW THE DISK.
 OQ0328
 OQ0328                          STATION RECOVERY (1990)
 OQ0328
 OQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0328'IN SIOUX FALLS, AT 100 WEST 5TH STREET, SET VERTICALLY IN THE SOUTH
 OQ0328'FACE OF THE FOUNDATION WALL OF THE OLD RAILROAD STATION, 8.7 M (28.5
 OQ0328'FT) EAST OF THE CENTER OF THE SOUTH ENTRANCE TO THE BUILDING, 0.8 M
 OQ0328'(2.6 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.6 M (2.0
 OQ0328'FT) ABOVE THE LEVEL OF THE SIDEWALK.  NOTE--THE BUILDING DOES NOT
 OQ0328'MEET REQUIREMENTS OF A CLASS B MARK.
 OQ0328
 OQ0328                          STATION RECOVERY (2005)
 OQ0328
 OQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OQ0328'BLDG. AT 100 WEST 5TH ST. IS NOW OCCUPIED BY SOUTHEASTERN BEHAVIORAL
 OQ0328'HEALTH CARE.  ADJACENT GRAVITY BASE STATION 'SIOUX FALLS E 328' WAS
 OQ0328'DESTROYED WITH REPLACEMENT OF SIDEWALK.  RAIL LINES ARE GONE.
 OQ0328
 OQ0328                          STATION RECOVERY (2009)
 OQ0328
 OQ0328'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0328'MARK FOUND IN GOOD CONDITION. MARK IS JUST BELOW A HANDRAIL FOR A
 OQ0328'HANDICAPPED ACCESSIBLE RAMP ON THE SOUTH SIDE OF THE BUILDING.
 OQ0328'BUILDING IS NOW OCCUPIED BY THE SOUTHEASTERN BEHAVIORAL HEALTH CARE.
 OQ0328
 OQ0328                          STATION RECOVERY (2012)
 OQ0328
 OQ0328'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0328'RECOVERED IN GOOD CONDITION.
 OQ0328
 OQ0328                          STATION RECOVERY (2017)
 OQ0328
 OQ0328'RECOVERY NOTE BY GEOCACHING 2017
 OQ0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0262 ***********************************************************************
 PR0262  DESIGNATION -  E 329
 PR0262  PID         -  PR0262
 PR0262  STATE/COUNTY-  SD/BROOKINGS
 PR0262  COUNTRY     -  US
 PR0262  USGS QUAD   -  MEDARY (2017)
 PR0262
 PR0262                         *CURRENT SURVEY CONTROL
 PR0262  ______________________________________________________________________
 PR0262* NAD 83(1986) POSITION- 44 12 37.0    (N) 096 47 14.6    (W)   HD_HELD2
 PR0262* NAVD 88 ORTHO HEIGHT -   480.213 (meters)     1575.50  (feet) ADJUSTED
 PR0262  ______________________________________________________________________
 PR0262  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 PR0262  DYNAMIC HEIGHT  -        480.114 (meters)     1575.17  (feet) COMP
 PR0262  MODELED GRAVITY -    980,397.7   (mgal)                       NAVD 88
 PR0262
 PR0262  VERT ORDER      -  SECOND    CLASS 0
 PR0262
 PR0262.The horizontal coordinates were established by autonomous hand held GPS
 PR0262.observations and have an estimated accuracy of +/- 10 meters.
 PR0262
 PR0262.The orthometric height was determined by differential leveling and
 PR0262.adjusted by the NATIONAL GEODETIC SURVEY
 PR0262.in June 1991.
 PR0262
 PR0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0262.GEOID18 height accuracy estimate available here.
 PR0262
 PR0262.Click photographs - Photos may exist for this station.
 PR0262
 PR0262.The dynamic height is computed by dividing the NAVD 88
 PR0262.geopotential number by the normal gravity value computed on the
 PR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0262.degrees latitude (g = 980.6199 gals.).
 PR0262
 PR0262.The modeled gravity was interpolated from observed gravity values.
 PR0262
 PR0262;                    North         East    Units  Estimated Accuracy
 PR0262;SPC SD N     -    46,982.      856,704.      MT  (+/- 10 meters HH2 GPS)
 PR0262
 PR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7676797608(NAD 83)
 PR0262
 PR0262                          SUPERSEDED SURVEY CONTROL
 PR0262
 PR0262  NGVD 29 (??/??/92)  479.953  (m)         1574.65   (f) ADJ UNCH    2 0
 PR0262
 PR0262.Superseded values are not recommended for survey control.
 PR0262
 PR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0262.See file dsdata.pdf to determine how the superseded data were derived.
 PR0262
 PR0262_MARKER: DB = BENCH MARK DISK
 PR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0262_STAMPING: E 329 1949
 PR0262_MARK LOGO: CGS
 PR0262_PROJECTION: FLUSH
 PR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0262+STABILITY: SURFACE MOTION
 PR0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0262+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0262
 PR0262  HISTORY     - Date     Condition        Report By
 PR0262  HISTORY     - 1949     MONUMENTED       CGS
 PR0262  HISTORY     - 19900703 GOOD             NGS
 PR0262
 PR0262                          STATION DESCRIPTION
 PR0262
 PR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0262'7.3 MI S FROM BROOKINGS.
 PR0262'7.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0262'BROOKINGS, AT A ROAD INTERSECTION, AT THE FORMER TOWNSITE OF
 PR0262'MEDARY, 70.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 PR0262'ROAD, 50.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15.1
 PR0262'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 PR0262'OF THE MEDARY TOWNSITE MONUMENT, 2.0 FEET SOUTHWEST OF A FENCE
 PR0262'CORNER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 PR0262'FOOT ABOVE THE GROUND.
 PR0262
 PR0262                          STATION RECOVERY (1990)
 PR0262
 PR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0262'11.8 KM (7.3 MI) SOUTHERLY ALONG MAIN AVENUE (COUNTY ROAD 77) FORM ITS
 PR0262'INTERSECTION WITH US HIGHWAY 24 (6TH STREET) IN BROOKINGS, 21.3 M
 PR0262'(69.9 FT) NORTH OF THE EXTENDED CENTER OF COUNTY ROAD 22, 15.2 M
 PR0262'(49.9 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 77, 4.6 M (15.1 FT)
 PR0262'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 PR0262'MEDARY TOWN SITE, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE CORNER, 0.6 M
 PR0262'(2.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 PR0262'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0246 ***********************************************************************
 PR0246  DESIGNATION -  E 330
 PR0246  PID         -  PR0246
 PR0246  STATE/COUNTY-  SD/BROOKINGS
 PR0246  COUNTRY     -  US
 PR0246  USGS QUAD   -  BRUCE (2017)
 PR0246
 PR0246                         *CURRENT SURVEY CONTROL
 PR0246  ______________________________________________________________________
 PR0246* NAD 83(1986) POSITION- 44 29 07.     (N) 096 53 15.     (W)   SCALED
 PR0246* NAVD 88 ORTHO HEIGHT -   497.139 (meters)     1631.03  (feet) ADJUSTED
 PR0246  ______________________________________________________________________
 PR0246  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 PR0246  DYNAMIC HEIGHT  -        497.061 (meters)     1630.77  (feet) COMP
 PR0246  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 PR0246
 PR0246  VERT ORDER      -  SECOND    CLASS 0
 PR0246
 PR0246.The horizontal coordinates were scaled from a map and have
 PR0246.an estimated accuracy of +/- 6 seconds.
 PR0246
 PR0246.The orthometric height was determined by differential leveling and
 PR0246.adjusted by the NATIONAL GEODETIC SURVEY
 PR0246.in June 1991.
 PR0246
 PR0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0246.GEOID18 height accuracy estimate available here.
 PR0246
 PR0246.Click photographs - Photos may exist for this station.
 PR0246
 PR0246.The dynamic height is computed by dividing the NAVD 88
 PR0246.geopotential number by the normal gravity value computed on the
 PR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0246.degrees latitude (g = 980.6199 gals.).
 PR0246
 PR0246.The modeled gravity was interpolated from observed gravity values.
 PR0246
 PR0246;                    North         East    Units  Estimated Accuracy
 PR0246;SPC SD N     -    77,210.      847,530.      MT  (+/- 180 meters Scaled)
 PR0246
 PR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ679279(NAD 83)
 PR0246
 PR0246                          SUPERSEDED SURVEY CONTROL
 PR0246
 PR0246  NGVD 29 (??/??/92)  496.870  (m)         1630.15   (f) ADJ UNCH    2 0
 PR0246
 PR0246.Superseded values are not recommended for survey control.
 PR0246
 PR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0246.See file dsdata.pdf to determine how the superseded data were derived.
 PR0246
 PR0246_MARKER: DB = BENCH MARK DISK
 PR0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0246_STAMPING: E 330 1949
 PR0246_MARK LOGO: CGS
 PR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0246+STABILITY: SURFACE MOTION
 PR0246
 PR0246  HISTORY     - Date     Condition        Report By
 PR0246  HISTORY     - 1949     MONUMENTED       CGS
 PR0246
 PR0246                          STATION DESCRIPTION
 PR0246
 PR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0246'3.4 MI N FROM BRUCE.
 PR0246'3.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PR0246'NORTH WESTERN RAILWAY STATION AT BRUCE, AT A ROAD INTERSECTION,
 PR0246'61.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 36.0
 PR0246'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2.3 FEET
 PR0246'EAST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST, AND
 PR0246'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 PR0246'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0999 ***********************************************************************
 NM0999  DESIGNATION -  E 331
 NM0999  PID         -  NM0999
 NM0999  STATE/COUNTY-  SD/YANKTON
 NM0999  COUNTRY     -  US
 NM0999  USGS QUAD   -  YANKTON (2017)
 NM0999
 NM0999                         *CURRENT SURVEY CONTROL
 NM0999  ______________________________________________________________________
 NM0999* NAD 83(1986) POSITION- 42 53 13.73   (N) 097 23 30.95   (W)   HD_HELD1
 NM0999* NAVD 88 ORTHO HEIGHT -   381.703 (meters)     1252.30  (feet) ADJUSTED
 NM0999  ______________________________________________________________________
 NM0999  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM0999  DYNAMIC HEIGHT  -        381.595 (meters)     1251.95  (feet) COMP
 NM0999  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 NM0999
 NM0999  VERT ORDER      -  FIRST     CLASS II
 NM0999
 NM0999.The horizontal coordinates were determined by differentially corrected
 NM0999.hand held GPS observations or other comparable positioning techniques
 NM0999.and have an estimated accuracy of +/- 3 meters.
 NM0999
 NM0999.The orthometric height was determined by differential leveling and
 NM0999.adjusted by the NATIONAL GEODETIC SURVEY
 NM0999.in June 1991.
 NM0999
 NM0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0999.GEOID18 height accuracy estimate available here.
 NM0999
 NM0999.Click photographs - Photos may exist for this station.
 NM0999
 NM0999.The dynamic height is computed by dividing the NAVD 88
 NM0999.geopotential number by the normal gravity value computed on the
 NM0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0999.degrees latitude (g = 980.6199 gals.).
 NM0999
 NM0999.The modeled gravity was interpolated from observed gravity values.
 NM0999
 NM0999;                    North         East    Units  Estimated Accuracy
 NM0999;SPC SD S     -    65,778.8     840,230.1     MT  (+/- 3 meters HH1 GPS) 
 NM0999
 NM0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3131249537(NAD 83)
 NM0999
 NM0999                          SUPERSEDED SURVEY CONTROL
 NM0999
 NM0999  NGVD 29 (??/??/92)  381.502  (m)         1251.64   (f) ADJ UNCH    1 2
 NM0999
 NM0999.Superseded values are not recommended for survey control.
 NM0999
 NM0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0999.See file dsdata.pdf to determine how the superseded data were derived.
 NM0999
 NM0999_MARKER: DB = BENCH MARK DISK
 NM0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0999_STAMPING: E 331 1949
 NM0999_MARK LOGO: CGS
 NM0999_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0999+STABILITY: SURFACE MOTION
 NM0999
 NM0999  HISTORY     - Date     Condition        Report By
 NM0999  HISTORY     - 1949     MONUMENTED       CGS
 NM0999  HISTORY     - 20120323 MARK NOT FOUND   INDIV
 NM0999
 NM0999                          STATION DESCRIPTION
 NM0999
 NM0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0999'1 MI N FROM YANKTON.
 NM0999'1 BLOCK EAST ALONG FOURTH STREET FROM THE POST OFFICE AT YANKTON,
 NM0999'THENCE 1.05 MILES NORTH ALONG DOUGLAS AVENUE, AT THE SOUTHWEST
 NM0999'CORNER OF FANTLE MEMORIAL PARK, AT THE NORTHEAST CORNER OF THE
 NM0999'INTERSECTION OF NINETEENTH STREET AND DOUGLAS AVENUE, 30.0 FEET
 NM0999'NORTH OF THE CENTER LINE OF NINETEENTH STREET, 28.0 FEET SOUTH
 NM0999'OF THE EXTENDED CENTER LINE OF A PRIVATE BRICK DRIVEWAY LEADING
 NM0999'WEST FROM DOUGLAS AVENUE, 25.0 FEET EAST OF THE CENTER LINE OF
 NM0999'DOUGLAS AVENUE, 1.8 FEET SOUTH OF A REFERENCE POST, IN LINE WITH
 NM0999'A ROW OF TELEPHONE POLES, AND SET IN THE TOP OF A CONCRETE POST
 NM0999'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0999
 NM0999                          STATION RECOVERY (2012)
 NM0999
 NM0999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0999'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0195 ***********************************************************************
 PT0195  DESIGNATION -  E 332
 PT0195  PID         -  PT0195
 PT0195  STATE/COUNTY-  SD/HUGHES
 PT0195  COUNTRY     -  US
 PT0195  USGS QUAD   -  PIERRE NE (2017)
 PT0195
 PT0195                         *CURRENT SURVEY CONTROL
 PT0195  ______________________________________________________________________
 PT0195* NAD 83(1986) POSITION- 44 27 42.     (N) 100 21 02.     (W)   SCALED
 PT0195* NAVD 88 ORTHO HEIGHT -   523.039 (meters)     1716.00  (feet) ADJUSTED
 PT0195  ______________________________________________________________________
 PT0195  GEOID HEIGHT    -        -23.192 (meters)                     GEOID18
 PT0195  DYNAMIC HEIGHT  -        522.938 (meters)     1715.67  (feet) COMP
 PT0195  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 PT0195
 PT0195  VERT ORDER      -  FIRST     CLASS II
 PT0195
 PT0195.The horizontal coordinates were scaled from a map and have
 PT0195.an estimated accuracy of +/- 6 seconds.
 PT0195
 PT0195.The orthometric height was determined by differential leveling and
 PT0195.adjusted by the NATIONAL GEODETIC SURVEY
 PT0195.in June 1991.
 PT0195
 PT0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0195.GEOID18 height accuracy estimate available here.
 PT0195
 PT0195.Click photographs - Photos may exist for this station.
 PT0195
 PT0195.The dynamic height is computed by dividing the NAVD 88
 PT0195.geopotential number by the normal gravity value computed on the
 PT0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0195.degrees latitude (g = 980.6199 gals.).
 PT0195
 PT0195.The modeled gravity was interpolated from observed gravity values.
 PT0195
 PT0195;                    North         East    Units  Estimated Accuracy
 PT0195;SPC SD S     -   236,450.      598,630.      MT  (+/- 180 meters Scaled)
 PT0195
 PT0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925240(NAD 83)
 PT0195
 PT0195                          SUPERSEDED SURVEY CONTROL
 PT0195
 PT0195  NGVD 29 (??/??/92)  522.65   (m)         1714.7    (f) COMPUTED    1 2
 PT0195
 PT0195.Superseded values are not recommended for survey control.
 PT0195
 PT0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0195.See file dsdata.pdf to determine how the superseded data were derived.
 PT0195
 PT0195_MARKER: DB = BENCH MARK DISK
 PT0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0195_STAMPING: E 332 1949
 PT0195_MARK LOGO: CGS
 PT0195_PROJECTION: PROJECTING 37 CENTIMETERS
 PT0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0195+STABILITY: SURFACE MOTION
 PT0195
 PT0195  HISTORY     - Date     Condition        Report By
 PT0195  HISTORY     - 1949     MONUMENTED       CGS
 PT0195  HISTORY     - 1966     MARK NOT FOUND   USGS
 PT0195
 PT0195                          STATION DESCRIPTION
 PT0195
 PT0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0195'6.6 MI N FROM PIERRE.
 PT0195'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0195'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, 140
 PT0195'YARDS NORTH OF THE CENTER LINE OF A T ROAD LEADING WEST TO THE
 PT0195'MISSOURI RIVER, 73 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 PT0195'ROAD, 36 FEET WEST OF A NORTH AND SOUTH FENCE, SET IN THE TOP
 PT0195'OF A CONCRETE POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 PT0195'THIS MARK WAS STAMPED E 332 BY THIS PARTY IN 1949.
 PT0195
 PT0195                          STATION RECOVERY (1966)
 PT0195
 PT0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PT0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0033 ***********************************************************************
 QS0033  DESIGNATION -  E 333
 QS0033  PID         -  QS0033
 QS0033  STATE/COUNTY-  SD/CAMPBELL
 QS0033  COUNTRY     -  US
 QS0033  USGS QUAD   -  POLLOCK NW (2017)
 QS0033
 QS0033                         *CURRENT SURVEY CONTROL
 QS0033  ______________________________________________________________________
 QS0033* NAD 83(1986) POSITION- 45 55 40.81   (N) 100 25 10.41   (W)   HD_HELD1
 QS0033* NAVD 88 ORTHO HEIGHT -   502.865 (meters)     1649.82  (feet) ADJUSTED
 QS0033  ______________________________________________________________________
 QS0033  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 QS0033  DYNAMIC HEIGHT  -        502.836 (meters)     1649.72  (feet) COMP
 QS0033  MODELED GRAVITY -    980,542.9   (mgal)                       NAVD 88
 QS0033
 QS0033  VERT ORDER      -  FIRST     CLASS II
 QS0033
 QS0033.The horizontal coordinates were determined by differentially corrected
 QS0033.hand held GPS observations or other comparable positioning techniques
 QS0033.and have an estimated accuracy of +/- 3 meters.
 QS0033
 QS0033.The orthometric height was determined by differential leveling and
 QS0033.adjusted by the NATIONAL GEODETIC SURVEY
 QS0033.in June 1991.
 QS0033
 QS0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0033.GEOID18 height accuracy estimate available here.
 QS0033
 QS0033.Click photographs - Photos may exist for this station.
 QS0033
 QS0033.The dynamic height is computed by dividing the NAVD 88
 QS0033.geopotential number by the normal gravity value computed on the
 QS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0033.degrees latitude (g = 980.6199 gals.).
 QS0033
 QS0033.The modeled gravity was interpolated from observed gravity values.
 QS0033
 QS0033;                    North         East    Units  Estimated Accuracy
 QS0033;SPC SD N     -   232,863.5     567,455.8     MT  (+/- 3 meters HH1 GPS) 
 QS0033
 QS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8993887027(NAD 83)
 QS0033
 QS0033                          SUPERSEDED SURVEY CONTROL
 QS0033
 QS0033  NGVD 29 (??/??/92)  502.481  (m)         1648.56   (f) ADJ UNCH    1 2
 QS0033
 QS0033.Superseded values are not recommended for survey control.
 QS0033
 QS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0033.See file dsdata.pdf to determine how the superseded data were derived.
 QS0033
 QS0033_MARKER: DB = BENCH MARK DISK
 QS0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0033_STAMPING: E 333 1949
 QS0033_MARK LOGO: CGS
 QS0033_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0033+STABILITY: SURFACE MOTION
 QS0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0033+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 QS0033
 QS0033  HISTORY     - Date     Condition        Report By
 QS0033  HISTORY     - 1949     MONUMENTED       CGS
 QS0033  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0033  HISTORY     - 1980     GOOD             NGS
 QS0033  HISTORY     - 20040728 GOOD             DUCKS
 QS0033
 QS0033                          STATION DESCRIPTION
 QS0033
 QS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0033'7.4 MI NW FROM POLLOCK.
 QS0033'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0033'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED
 QS0033'DIRT ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD TO A
 QS0033'JUNCTION WHERE THE MAIN ROAD TURNS NORTH AND A DIRT ROAD LEADS
 QS0033'SOUTHWEST ALONG THE MISSOURI RIVER, 86 FEET SOUTHWEST OF THE
 QS0033'CENTER LINE OF CURVE IN THE MAIN ROAD, 34 FEET SOUTH OF THE
 QS0033'CENTER LINE OF THE ROAD LEADING WEST, 1.6 FEET NORTH OF A
 QS0033'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 QS0033'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE
 QS0033'TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.
 QS0033'ORIGINAL SITE IS FLOODED.
 QS0033
 QS0033                          STATION RECOVERY (1964)
 QS0033
 QS0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0033'MARK NOT FOUND.
 QS0033
 QS0033                          STATION RECOVERY (1980)
 QS0033
 QS0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QS0033'1.05 MILES NORTH FROM POST OFFICE IN POLLOCK THENCE WEST AND NORTH ON
 QS0033'A GRAVELED ROAD FOR 5.65 MILES TO WHERE ROAD TURNS RIGHT. BEAR LEFT
 QS0033'FOLLOWING OLD ROAD FOR 0.05 MILE TO MARK ON LEFT, 34 FEET SOUTH OF
 QS0033'THE CENTER OF THE ROAD.
 QS0033
 QS0033                          STATION RECOVERY (2004)
 QS0033
 QS0033'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 QS0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0472 ***********************************************************************
 OT0472  DESIGNATION -  E 334
 OT0472  PID         -  OT0472
 OT0472  STATE/COUNTY-  SD/FALL RIVER
 OT0472  COUNTRY     -  US
 OT0472  USGS QUAD   -  EDGEMONT (2017)
 OT0472
 OT0472                         *CURRENT SURVEY CONTROL
 OT0472  ______________________________________________________________________
 OT0472* NAD 83(1986) POSITION- 43 19 03.     (N) 103 50 03.     (W)   SCALED
 OT0472* NAVD 88 ORTHO HEIGHT -  1048.578 (meters)     3440.21  (feet) ADJUSTED
 OT0472  ______________________________________________________________________
 OT0472  GEOID HEIGHT    -        -15.039 (meters)                     GEOID18
 OT0472  DYNAMIC HEIGHT  -       1048.144 (meters)     3438.79  (feet) COMP
 OT0472  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 OT0472
 OT0472  VERT ORDER      -  FIRST     CLASS II
 OT0472
 OT0472.The horizontal coordinates were scaled from a map and have
 OT0472.an estimated accuracy of +/- 6 seconds.
 OT0472
 OT0472.The orthometric height was determined by differential leveling and
 OT0472.adjusted by the NATIONAL GEODETIC SURVEY
 OT0472.in June 1991.
 OT0472
 OT0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0472.GEOID18 height accuracy estimate available here.
 OT0472
 OT0472.Click photographs - Photos may exist for this station.
 OT0472
 OT0472.The dynamic height is computed by dividing the NAVD 88
 OT0472.geopotential number by the normal gravity value computed on the
 OT0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0472.degrees latitude (g = 980.6199 gals.).
 OT0472
 OT0472.The modeled gravity was interpolated from observed gravity values.
 OT0472
 OT0472;                    North         East    Units  Estimated Accuracy
 OT0472;SPC SD S     -   115,320.      316,120.      MT  (+/- 180 meters Scaled)
 OT0472
 OT0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH945967(NAD 83)
 OT0472
 OT0472                          SUPERSEDED SURVEY CONTROL
 OT0472
 OT0472  NGVD 29 (??/??/92) 1048.037  (m)         3438.43   (f) ADJ UNCH    1 2
 OT0472
 OT0472.Superseded values are not recommended for survey control.
 OT0472
 OT0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0472.See file dsdata.pdf to determine how the superseded data were derived.
 OT0472
 OT0472_MARKER: DB = BENCH MARK DISK
 OT0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0472_STAMPING: E 334 1957
 OT0472_MARK LOGO: CGS
 OT0472_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0472_ROD/PIPE-DEPTH: 5.5 meters
 OT0472
 OT0472  HISTORY     - Date     Condition        Report By
 OT0472  HISTORY     - 1957     MONUMENTED       CGS
 OT0472  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0472
 OT0472                          STATION DESCRIPTION
 OT0472
 OT0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0472'1.6 MI NW FROM EDGEMONT.
 OT0472'ABOUT 1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0472'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, 7 1/2 POLES
 OT0472'SOUTHEAST OF MILEPOST 478, 40 1/2 FEET NORTHEAST OF THE NORTHEAST
 OT0472'RAIL, 163 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A GRAVEL
 OT0472'ROAD, 42 FEET SOUTHEAST OF A TELEPHONE POLE, 6 1/2 FEET
 OT0472'SOUTHWEST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WITNESS
 OT0472'POST, ABOUT LEVEL WITH THE TRACK, A DISK ON A 5/8-INCH COPPER
 OT0472'COATED ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET.  THE ROD IS
 OT0472'ENCASED IN A 6-INCH TILE THAT PROJECTS 1 FOOT.
 OT0472
 OT0472                          STATION RECOVERY (1985)
 OT0472
 OT0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0472'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0101 ***********************************************************************
 OU0101  DESIGNATION -  E 335
 OU0101  PID         -  OU0101
 OU0101  STATE/COUNTY-  SD/FALL RIVER
 OU0101  COUNTRY     -  US
 OU0101  USGS QUAD   -  MULE CREEK SE (2018)
 OU0101
 OU0101                         *CURRENT SURVEY CONTROL
 OU0101  ______________________________________________________________________
 OU0101* NAD 83(1986) POSITION- 43 18 15.     (N) 104 01 55.     (W)   SCALED
 OU0101* NAVD 88 ORTHO HEIGHT -  1170.290 (meters)     3839.53  (feet) ADJUSTED
 OU0101  ______________________________________________________________________
 OU0101  GEOID HEIGHT    -        -14.932 (meters)                     GEOID18
 OU0101  DYNAMIC HEIGHT  -       1169.771 (meters)     3837.82  (feet) COMP
 OU0101  MODELED GRAVITY -    980,135.5   (mgal)                       NAVD 88
 OU0101
 OU0101  VERT ORDER      -  SECOND    CLASS 0
 OU0101
 OU0101.The horizontal coordinates were scaled from a map and have
 OU0101.an estimated accuracy of +/- 6 seconds.
 OU0101
 OU0101.The orthometric height was determined by differential leveling and
 OU0101.adjusted by the NATIONAL GEODETIC SURVEY
 OU0101.in June 1991.
 OU0101
 OU0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0101.GEOID18 height accuracy estimate available here.
 OU0101
 OU0101.Click photographs - Photos may exist for this station.
 OU0101
 OU0101.The dynamic height is computed by dividing the NAVD 88
 OU0101.geopotential number by the normal gravity value computed on the
 OU0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0101.degrees latitude (g = 980.6199 gals.).
 OU0101
 OU0101.The modeled gravity was interpolated from observed gravity values.
 OU0101
 OU0101;                    North         East    Units  Estimated Accuracy
 OU0101;SPC SD S     -   114,530.      300,030.      MT  (+/- 180 meters Scaled)
 OU0101
 OU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH785950(NAD 83)
 OU0101
 OU0101                          SUPERSEDED SURVEY CONTROL
 OU0101
 OU0101  NGVD 29 (??/??/92) 1169.712  (m)         3837.63   (f) ADJ UNCH    2 0
 OU0101
 OU0101.Superseded values are not recommended for survey control.
 OU0101
 OU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0101.See file dsdata.pdf to determine how the superseded data were derived.
 OU0101
 OU0101_MARKER: DB = BENCH MARK DISK
 OU0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0101_STAMPING: E 335 1957
 OU0101_MARK LOGO: CGS
 OU0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0101+STABILITY: SURFACE MOTION
 OU0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0101+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1986
 OU0101
 OU0101  HISTORY     - Date     Condition        Report By
 OU0101  HISTORY     - 1957     MONUMENTED       CGS
 OU0101  HISTORY     - 19861023 GOOD             NGS
 OU0101
 OU0101                          STATION DESCRIPTION
 OU0101
 OU0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0101'11.4 MI W FROM EDGEMONT.
 OU0101'ABOUT 11.45 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OU0101'OF STATE HIGHWAY 52 AT EDGEMONT, IN SECTION 32, T.8 S., R.1 E.,
 OU0101'ABOUT 0.2 MILE WEST OF THE CREST OF A HILL, 68 FEET NORTH OF THE
 OU0101'CENTER LINE OF THE HIGHWAY, 100 FEET NORTHWEST OF THE CENTER OF
 OU0101'THE JUNCTION OF THE HIGHWAY AND A TRACK ROAD NORTH TO A SMALL
 OU0101'LAKE, 64 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET
 OU0101'NORTH OF THE FENCE LINE, 2 FEET EAST OF A CONCRETE WITNESS POST
 OU0101'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 OU0101
 OU0101                          STATION RECOVERY (1986)
 OU0101
 OU0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OU0101'18.75 KM (11.65 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OU0101'STATE HIGHWAY 471 IN EDGEMONT, 20.4 M (66.9 FT) NORTH OF THE CENTER
 OU0101'OF 18, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, IN THE CENTER OF AN
 OU0101'APPROACH, ABOUT FLUSH WITH THE SURFACE, 2.74 M (9.0 FT) SOUTH FROM
 OU0101'THE CENTER OF A GATE, IN SECTION 32, T 8 S, R 1 E.
 OU0101'1.8 KM (1.10 MI) EAST OF BENCH MARK G 176 RESET 1941.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0237 ***********************************************************************
 OR0237  DESIGNATION -  E 336
 OR0237  PID         -  OR0237
 OR0237  STATE/COUNTY-  SD/CHARLES MIX
 OR0237  COUNTRY     -  US
 OR0237  USGS QUAD   -  LAKE ANDES (2017)
 OR0237
 OR0237                         *CURRENT SURVEY CONTROL
 OR0237  ______________________________________________________________________
 OR0237* NAD 83(1986) POSITION- 43 10 02.     (N) 098 34 13.     (W)   SCALED
 OR0237* NAVD 88 ORTHO HEIGHT -   469.940 (meters)     1541.79  (feet) ADJUSTED
 OR0237  ______________________________________________________________________
 OR0237  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 OR0237  DYNAMIC HEIGHT  -        469.787 (meters)     1541.29  (feet) COMP
 OR0237  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 OR0237
 OR0237  VERT ORDER      -  FIRST     CLASS II
 OR0237
 OR0237.The horizontal coordinates were scaled from a map and have
 OR0237.an estimated accuracy of +/- 6 seconds.
 OR0237
 OR0237.The orthometric height was determined by differential leveling and
 OR0237.adjusted by the NATIONAL GEODETIC SURVEY
 OR0237.in June 1991.
 OR0237
 OR0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0237.GEOID18 height accuracy estimate available here.
 OR0237
 OR0237.Click photographs - Photos may exist for this station.
 OR0237
 OR0237.The dynamic height is computed by dividing the NAVD 88
 OR0237.geopotential number by the normal gravity value computed on the
 OR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0237.degrees latitude (g = 980.6199 gals.).
 OR0237
 OR0237.The modeled gravity was interpolated from observed gravity values.
 OR0237
 OR0237;                    North         East    Units  Estimated Accuracy
 OR0237;SPC SD S     -    94,160.      743,350.      MT  (+/- 180 meters Scaled)
 OR0237
 OR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN349794(NAD 83)
 OR0237
 OR0237                          SUPERSEDED SURVEY CONTROL
 OR0237
 OR0237  NGVD 29 (??/??/92)  469.629  (m)         1540.77   (f) ADJ UNCH    1 2
 OR0237
 OR0237.Superseded values are not recommended for survey control.
 OR0237
 OR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0237.See file dsdata.pdf to determine how the superseded data were derived.
 OR0237
 OR0237_MARKER: DB = BENCH MARK DISK
 OR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0237_STAMPING: E 336 1949
 OR0237_MARK LOGO: CGS
 OR0237_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0237+STABILITY: SURFACE MOTION
 OR0237
 OR0237  HISTORY     - Date     Condition        Report By
 OR0237  HISTORY     - 1949     MONUMENTED       CGS
 OR0237  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0237
 OR0237                          STATION DESCRIPTION
 OR0237
 OR0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0237'1.8 MI W FROM LAKE ANDES.
 OR0237'1.75 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO. 50
 OR0237'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0237'AT LAKE ANDES, AT A T-JUNCTION OF THE HIGHWAY AND A GRAVEL ROAD
 OR0237'LEADING NORTHEAST AND CURVING TO THE NORTHWEST, 132.0 FEET
 OR0237'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29.0 FEET WEST OF
 OR0237'THE CENTER LINE OF THE GRAVEL ROAD, 5.4 FEET NORTHWEST OF A
 OR0237'CORNER FENCE POST, 1.2 FEET NORTHEAST OF A FENCE, 1.5 FEET
 OR0237'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0237'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OR0237
 OR0237                          STATION RECOVERY (2013)
 OR0237
 OR0237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0124 ***********************************************************************
 OR0124  DESIGNATION -  E 337
 OR0124  PID         -  OR0124
 OR0124  STATE/COUNTY-  SD/CHARLES MIX
 OR0124  COUNTRY     -  US
 OR0124  USGS QUAD   -  WAGNER SW (2017)
 OR0124
 OR0124                         *CURRENT SURVEY CONTROL
 OR0124  ______________________________________________________________________
 OR0124* NAD 83(1986) POSITION- 43 03 26.     (N) 098 29 11.     (W)   SCALED
 OR0124* NAVD 88 ORTHO HEIGHT -   547.921 (meters)     1797.64  (feet) ADJUSTED
 OR0124  ______________________________________________________________________
 OR0124  GEOID HEIGHT    -        -26.246 (meters)                     GEOID18
 OR0124  DYNAMIC HEIGHT  -        547.741 (meters)     1797.05  (feet) COMP
 OR0124  MODELED GRAVITY -    980,273.4   (mgal)                       NAVD 88
 OR0124
 OR0124  VERT ORDER      -  SECOND    CLASS 0
 OR0124
 OR0124.The horizontal coordinates were scaled from a map and have
 OR0124.an estimated accuracy of +/- 6 seconds.
 OR0124
 OR0124.The orthometric height was determined by differential leveling and
 OR0124.adjusted by the NATIONAL GEODETIC SURVEY
 OR0124.in June 1991.
 OR0124
 OR0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0124.GEOID18 height accuracy estimate available here.
 OR0124
 OR0124.Click photographs - Photos may exist for this station.
 OR0124
 OR0124.The dynamic height is computed by dividing the NAVD 88
 OR0124.geopotential number by the normal gravity value computed on the
 OR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0124.degrees latitude (g = 980.6199 gals.).
 OR0124
 OR0124.The modeled gravity was interpolated from observed gravity values.
 OR0124
 OR0124;                    North         East    Units  Estimated Accuracy
 OR0124;SPC SD S     -    82,090.      750,440.      MT  (+/- 180 meters Scaled)
 OR0124
 OR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN418672(NAD 83)
 OR0124
 OR0124                          SUPERSEDED SURVEY CONTROL
 OR0124
 OR0124  NGVD 29 (??/??/92)  547.626  (m)         1796.67   (f) ADJ UNCH    2 0
 OR0124
 OR0124.Superseded values are not recommended for survey control.
 OR0124
 OR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0124.See file dsdata.pdf to determine how the superseded data were derived.
 OR0124
 OR0124_MARKER: DB = BENCH MARK DISK
 OR0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0124_STAMPING: E 337 1949
 OR0124_MARK LOGO: CGS
 OR0124_PROJECTION: FLUSH
 OR0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0124+STABILITY: SURFACE MOTION
 OR0124
 OR0124  HISTORY     - Date     Condition        Report By
 OR0124  HISTORY     - 1949     MONUMENTED       CGS
 OR0124
 OR0124                          STATION DESCRIPTION
 OR0124
 OR0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0124'3 MI SE FROM PICKSTOWN.
 OR0124'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 OR0124'PICKSTOWN, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.65
 OR0124'MILE SOUTH ALONG A DIRT ROAD, AT THE SUMMIT OF THE 7TH. HILL
 OR0124'SOUTH OF A T-JUNCTION OF THE NORTH-SOUTH ROAD AND A ROAD LEADING
 OR0124'WEST TO PICKSTOWN, 0.1 MILE NORTH OF AN EAST-WEST FENCE, ABOUT
 OR0124'300.0 FEET WEST OF A CLUMP OF THREE SMALL TREES ON THE NORTH
 OR0124'BANK OF A DRAW, 32.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OR0124'1.0 FOOT WEST OF A FENCE, 1.3 FEET NORTH OF A REFERENCE POST, SET
 OR0124'IN THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0061 ***********************************************************************
 NN0061  DESIGNATION -  E 338
 NN0061  PID         -  NN0061
 NN0061  STATE/COUNTY-  SD/CHARLES MIX
 NN0061  COUNTRY     -  US
 NN0061  USGS QUAD   -  LYNCH NE (2017)
 NN0061
 NN0061                         *CURRENT SURVEY CONTROL
 NN0061  ______________________________________________________________________
 NN0061* NAD 83(1986) POSITION- 42 53 31.     (N) 098 16 12.     (W)   SCALED
 NN0061* NAVD 88 ORTHO HEIGHT -   376.282 (meters)     1234.52  (feet) ADJUSTED
 NN0061  ______________________________________________________________________
 NN0061  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 NN0061  DYNAMIC HEIGHT  -        376.157 (meters)     1234.11  (feet) COMP
 NN0061  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 NN0061
 NN0061  VERT ORDER      -  SECOND    CLASS 0
 NN0061
 NN0061.The horizontal coordinates were scaled from a map and have
 NN0061.an estimated accuracy of +/- 6 seconds.
 NN0061
 NN0061.The orthometric height was determined by differential leveling and
 NN0061.adjusted by the NATIONAL GEODETIC SURVEY
 NN0061.in June 1991.
 NN0061
 NN0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0061.GEOID18 height accuracy estimate available here.
 NN0061
 NN0061.Click photographs - Photos may exist for this station.
 NN0061
 NN0061.The dynamic height is computed by dividing the NAVD 88
 NN0061.geopotential number by the normal gravity value computed on the
 NN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0061.degrees latitude (g = 980.6199 gals.).
 NN0061
 NN0061.The modeled gravity was interpolated from observed gravity values.
 NN0061
 NN0061;                    North         East    Units  Estimated Accuracy
 NN0061;SPC SD S     -    64,150.      768,520.      MT  (+/- 180 meters Scaled)
 NN0061
 NN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN596490(NAD 83)
 NN0061
 NN0061                          SUPERSEDED SURVEY CONTROL
 NN0061
 NN0061  NGVD 29 (??/??/92)  376.031  (m)         1233.70   (f) ADJ UNCH    2 0
 NN0061
 NN0061.Superseded values are not recommended for survey control.
 NN0061
 NN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0061.See file dsdata.pdf to determine how the superseded data were derived.
 NN0061
 NN0061_MARKER: DB = BENCH MARK DISK
 NN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0061_STAMPING: E 338 1949
 NN0061_MARK LOGO: CGS
 NN0061_PROJECTION: RECESSED 30 CENTIMETERS
 NN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0061+STABILITY: SURFACE MOTION
 NN0061
 NN0061  HISTORY     - Date     Condition        Report By
 NN0061  HISTORY     - 1949     MONUMENTED       CGS
 NN0061  HISTORY     - 1975     GOOD             NGS
 NN0061
 NN0061                          STATION DESCRIPTION
 NN0061
 NN0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NN0061'6.9 MI ESE FROM GREENWOOD.
 NN0061'THE MARK WAS FOUND IN GOOD CONDITION, 6.9 MILES EAST-SOUTHEAST
 NN0061'ALONG THE RIVER ROAD FROM THE COMMUNITY BUILDING IN GREENWOOD,
 NN0061'AT A LONG CURVE TURNING FROM WEST TO SOUTH AND A FARM ROAD LEADING
 NN0061'NORTH AND EAST, IN A GRASSED AREA OF ABOUT 1/2 ACRE, 255.5 FEET
 NN0061'SOUTH OF BENCH MARK E 338 RESET 1975, 243 FEET EAST OF THE EAST
 NN0061'END OF THE CONCRETE CULVERT UNDER THE FARM ROAD, 174 FEET NORTH
 NN0061'EAST OF THE CENTER OF THE CURVE IN THE HIGHWAY, 84 FEET NORTHWEST
 NN0061'OF A POWER POLE, 54 FEET WEST OF A FENCE AND METAL WITNESS POST,
 NN0061'AND SET IN THE TOP OF A CONCRETE POST 1-FOOT BELOW GROUND
 NN0061'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0062 ***********************************************************************
 NN0062  DESIGNATION -  E 338 RESET
 NN0062  PID         -  NN0062
 NN0062  STATE/COUNTY-  SD/CHARLES MIX
 NN0062  COUNTRY     -  US
 NN0062  USGS QUAD   -  LYNCH NE (2017)
 NN0062
 NN0062                         *CURRENT SURVEY CONTROL
 NN0062  ______________________________________________________________________
 NN0062* NAD 83(1986) POSITION- 42 53 31.     (N) 098 16 12.     (W)   SCALED
 NN0062* NAVD 88 ORTHO HEIGHT -   378.28  (meters)     1241.1   (feet) RESET
 NN0062  ______________________________________________________________________
 NN0062  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 NN0062  VERT ORDER      -  THIRD
 NN0062
 NN0062.The horizontal coordinates were scaled from a map and have
 NN0062.an estimated accuracy of +/- 6 seconds.
 NN0062
 NN0062.The orthometric height was computed from unverified reset data.
 NN0062
 NN0062.No vertical observational check was made to the station.
 NN0062
 NN0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0062.GEOID18 height accuracy estimate available here.
 NN0062
 NN0062.Click photographs - Photos may exist for this station.
 NN0062
 NN0062;                    North         East    Units  Estimated Accuracy
 NN0062;SPC SD S     -    64,150.      768,520.      MT  (+/- 180 meters Scaled)
 NN0062
 NN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN596490(NAD 83)
 NN0062
 NN0062                          SUPERSEDED SURVEY CONTROL
 NN0062
 NN0062  NGVD 29 (04/17/07)  378.03   (m)         1240.3    (f) RESET       3  
 NN0062
 NN0062.Superseded values are not recommended for survey control.
 NN0062
 NN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0062.See file dsdata.pdf to determine how the superseded data were derived.
 NN0062
 NN0062_MARKER: DV = VERTICAL CONTROL DISK
 NN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0062_STAMPING: E 338 RESET 1975
 NN0062_MARK LOGO: NGS
 NN0062_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0062+STABILITY: SURFACE MOTION
 NN0062
 NN0062  HISTORY     - Date     Condition        Report By
 NN0062  HISTORY     - 1975     MONUMENTED       NGS
 NN0062
 NN0062                          STATION DESCRIPTION
 NN0062
 NN0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NN0062'6.9 MI ESE FROM GREENWOOD.
 NN0062'6.9 MILES EAST-SOUTHEAST ALONG THE RIVER ROAD FROM THE COMMUNITY
 NN0062'BUILDING IN GREENWOOD, AT A LONG CURVE TURNING FROM WEST TO
 NN0062'SOUTH AND A FARM ROAD LEADING NORTH AND EAST, 364 FEET NORTHEAST
 NN0062'OF THE CENTER OF JUNCTION OF THE HIGHWAY AND THE FARM ROAD
 NN0062'ENTRANCE, 309 FEET NORTHEAST OF THE CONCRETE CULVERT UNDER THE
 NN0062'FARM ROAD, ABOUT 100 FEET SOUTH OF THE BASE OF THE BLUFFS, 5 FEET
 NN0062'SOUTHWEST OF THE WEST GATE POST, 1-FOOT SOUTH OF A FENCE, 1.5
 NN0062'FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 NN0062'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0181 ***********************************************************************
 OR0181  DESIGNATION -  E 339
 OR0181  PID         -  OR0181
 OR0181  STATE/COUNTY-  SD/GREGORY
 OR0181  COUNTRY     -  US
 OR0181  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0181
 OR0181                         *CURRENT SURVEY CONTROL
 OR0181  ______________________________________________________________________
 OR0181* NAD 83(1986) POSITION- 43 12 40.     (N) 098 59 25.     (W)   SCALED
 OR0181* NAVD 88 ORTHO HEIGHT -   450.831 (meters)     1479.10  (feet) ADJUSTED
 OR0181  ______________________________________________________________________
 OR0181  GEOID HEIGHT    -        -26.187 (meters)                     GEOID18
 OR0181  DYNAMIC HEIGHT  -        450.678 (meters)     1478.60  (feet) COMP
 OR0181  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OR0181
 OR0181  VERT ORDER      -  FIRST     CLASS II
 OR0181
 OR0181.The horizontal coordinates were scaled from a map and have
 OR0181.an estimated accuracy of +/- 6 seconds.
 OR0181
 OR0181.The orthometric height was determined by differential leveling and
 OR0181.adjusted by the NATIONAL GEODETIC SURVEY
 OR0181.in June 1991.
 OR0181
 OR0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0181.GEOID18 height accuracy estimate available here.
 OR0181
 OR0181.Click photographs - Photos may exist for this station.
 OR0181
 OR0181.The dynamic height is computed by dividing the NAVD 88
 OR0181.geopotential number by the normal gravity value computed on the
 OR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0181.degrees latitude (g = 980.6199 gals.).
 OR0181
 OR0181.The modeled gravity was interpolated from observed gravity values.
 OR0181
 OR0181;                    North         East    Units  Estimated Accuracy
 OR0181;SPC SD S     -    98,400.      709,130.      MT  (+/- 180 meters Scaled)
 OR0181
 OR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN007842(NAD 83)
 OR0181
 OR0181                          SUPERSEDED SURVEY CONTROL
 OR0181
 OR0181  NGVD 29 (??/??/92)  450.501  (m)         1478.02   (f) ADJ UNCH    1 2
 OR0181
 OR0181.Superseded values are not recommended for survey control.
 OR0181
 OR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0181.See file dsdata.pdf to determine how the superseded data were derived.
 OR0181
 OR0181_MARKER: DB = BENCH MARK DISK
 OR0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0181_STAMPING: E 339 1949
 OR0181_MARK LOGO: CGS
 OR0181_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0181+STABILITY: SURFACE MOTION
 OR0181
 OR0181  HISTORY     - Date     Condition        Report By
 OR0181  HISTORY     - 1949     MONUMENTED       CGS
 OR0181  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0181
 OR0181                          STATION DESCRIPTION
 OR0181
 OR0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0181'11.6 MI NW FROM BONESTEEL.
 OR0181'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0181'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18,
 OR0181'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE
 OR0181'WEST ALONG A GRAVEL ROAD, THENCE 2.2 MILES NORTHWEST ALONG A
 OR0181'DIRT ROAD, THENCE 4.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 OR0181'MILE NORTHWEST ALONG A DIRT ROAD, ABOUT 0.1 MILE SOUTHEAST
 OR0181'OF A CURVE WITH TANGENTS LEADING SOUTHEAST AND WEST, ABOUT 0.2
 OR0181'MILE NORTHEAST OF A 2-STORY WHITE FRAMEHOUSE, 32 FEET SOUTHWEST
 OR0181'OF THE CENTER LINE OF THE ROAD, 70 FEET SOUTH OF THE SOUTH
 OR0181'CORNER OF A WOODEN BRIDGE, 22 FEET SOUTHEAST OF THE CENTER LINE
 OR0181'OF A GATE, 1.9 FEET NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A
 OR0181'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0181'0.2 FOOT ABOVE THE GROUND.
 OR0181
 OR0181                          STATION RECOVERY (2013)
 OR0181
 OR0181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0809 ***********************************************************************
 OR0809  DESIGNATION -  E 340 RESET
 OR0809  PID         -  OR0809
 OR0809  STATE/COUNTY-  SD/GREGORY
 OR0809  COUNTRY     -  US
 OR0809  USGS QUAD   -  LUCAS (2017)
 OR0809
 OR0809                         *CURRENT SURVEY CONTROL
 OR0809  ______________________________________________________________________
 OR0809* NAD 83(1986) POSITION- 43 18 48.     (N) 099 08 19.     (W)   SCALED
 OR0809* NAVD 88 ORTHO HEIGHT -   615.25  (meters)     2018.5   (feet) RESET
 OR0809  ______________________________________________________________________
 OR0809  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 OR0809  VERT ORDER      -  THIRD
 OR0809
 OR0809.The horizontal coordinates were scaled from a map and have
 OR0809.an estimated accuracy of +/- 6 seconds.
 OR0809
 OR0809.The orthometric height was computed from unverified reset data.
 OR0809
 OR0809.No vertical observational check was made to the station.
 OR0809
 OR0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0809.GEOID18 height accuracy estimate available here.
 OR0809
 OR0809.Click photographs - Photos may exist for this station.
 OR0809
 OR0809;                    North         East    Units  Estimated Accuracy
 OR0809;SPC SD S     -   109,570.      696,910.      MT  (+/- 180 meters Scaled)
 OR0809
 OR0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN887956(NAD 83)
 OR0809
 OR0809                          SUPERSEDED SURVEY CONTROL
 OR0809
 OR0809  NGVD 29 (04/17/07)  614.90   (m)         2017.4    (f) RESET       3  
 OR0809
 OR0809.Superseded values are not recommended for survey control.
 OR0809
 OR0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0809.See file dsdata.pdf to determine how the superseded data were derived.
 OR0809
 OR0809_MARKER: DV = VERTICAL CONTROL DISK
 OR0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0809_STAMPING: E 340 1949 RESET 1981
 OR0809_MARK LOGO: NGS
 OR0809_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0809+STABILITY: SURFACE MOTION
 OR0809
 OR0809  HISTORY     - Date     Condition        Report By
 OR0809  HISTORY     - 1981     MONUMENTED       NGS
 OR0809
 OR0809                          STATION DESCRIPTION
 OR0809
 OR0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OR0809'29.3 KM (24.4 MI) SW FROM PLATTE.
 OR0809'29.0 KM (18.0 MI) WEST ALONG HIGHWAY 44 FROM PLATTE, THENCE 10.3 KM
 OR0809'(6.4 MI) SOUTHEAST ALONG HIGHWAY 1806 TO WHERE THE HIGHWAY CURVES
 OR0809'EAST, 15.2 METERS (50.0 FEET) NORTH OF CENTER OF HIGHWAY 1806,
 OR0809'14.9 METERS (48.7 FEET) EAST OF THE SOUTHEAST LEG OF A WINDMILL,
 OR0809'3.4 METERS (11.0 FEET) SOUTH OF A FENCE CORNER, AND 0.55 METER
 OR0809'(1.8 FEET) EAST OF A FENCE CORNER.
 OR0809'THE MARK IS 0.8 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0316 ***********************************************************************
 OQ0316  DESIGNATION -  E 341
 OQ0316  PID         -  OQ0316
 OQ0316  STATE/COUNTY-  SD/MINNEHAHA
 OQ0316  COUNTRY     -  US
 OQ0316  USGS QUAD   -  RENNER (2017)
 OQ0316
 OQ0316                         *CURRENT SURVEY CONTROL
 OQ0316  ______________________________________________________________________
 OQ0316* NAD 83(1986) POSITION- 43 43 02.     (N) 096 44 13.     (W)   SCALED
 OQ0316* NAVD 88 ORTHO HEIGHT -   442.601 (meters)     1452.10  (feet) ADJUSTED
 OQ0316  ______________________________________________________________________
 OQ0316  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 OQ0316  DYNAMIC HEIGHT  -        442.493 (meters)     1451.75  (feet) COMP
 OQ0316  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 OQ0316
 OQ0316  VERT ORDER      -  FIRST     CLASS II
 OQ0316
 OQ0316.The horizontal coordinates were scaled from a map and have
 OQ0316.an estimated accuracy of +/- 6 seconds.
 OQ0316
 OQ0316.The orthometric height was determined by differential leveling and
 OQ0316.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0316.in June 1991.
 OQ0316
 OQ0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0316.GEOID18 height accuracy estimate available here.
 OQ0316
 OQ0316.Click photographs - Photos may exist for this station.
 OQ0316
 OQ0316.The dynamic height is computed by dividing the NAVD 88
 OQ0316.geopotential number by the normal gravity value computed on the
 OQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0316.degrees latitude (g = 980.6199 gals.).
 OQ0316
 OQ0316.The modeled gravity was interpolated from observed gravity values.
 OQ0316
 OQ0316;                    North         East    Units  Estimated Accuracy
 OQ0316;SPC SD S     -   160,010.      889,700.      MT  (+/- 180 meters Scaled)
 OQ0316
 OQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP823429(NAD 83)
 OQ0316
 OQ0316                          SUPERSEDED SURVEY CONTROL
 OQ0316
 OQ0316  NGVD 29 (??/??/92)  442.323  (m)         1451.19   (f) ADJ UNCH    1 2
 OQ0316
 OQ0316.Superseded values are not recommended for survey control.
 OQ0316
 OQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0316.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0316
 OQ0316_MARKER: DB = BENCH MARK DISK
 OQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0316_STAMPING: E 341 1949
 OQ0316_MARK LOGO: CGS
 OQ0316_PROJECTION: PROJECTING 9 CENTIMETERS
 OQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0316+STABILITY: SURFACE MOTION
 OQ0316
 OQ0316  HISTORY     - Date     Condition        Report By
 OQ0316  HISTORY     - 1949     MONUMENTED       CGS
 OQ0316
 OQ0316                          STATION DESCRIPTION
 OQ0316
 OQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0316'3.1 MI S FROM BALTIC.
 OQ0316'3.1 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0316'RAILROAD FROM THE STATION AT BALTIC, 2 POLES NORTH OF MILEPOST
 OQ0316'82, 46.1 FEET WEST OF THE WEST RAIL OF THE TRACK, 27.0 FEET EAST
 OQ0316'OF THE CENTER LINE OF A GRAVELED ROAD, 5.0 FEET EAST OF A POWER
 OQ0316'POLE, 1.7 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF
 OQ0316'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0453 ***********************************************************************
 PR0453  DESIGNATION -  E 342
 PR0453  PID         -  PR0453
 PR0453  STATE/COUNTY-  SD/HAMLIN
 PR0453  COUNTRY     -  US
 PR0453  USGS QUAD   -  WATERTOWN SE (2017)
 PR0453
 PR0453                         *CURRENT SURVEY CONTROL
 PR0453  ______________________________________________________________________
 PR0453* NAD 83(1986) POSITION- 44 46 31.     (N) 097 01 35.     (W)   SCALED
 PR0453* NAVD 88 ORTHO HEIGHT -   529.634 (meters)     1737.64  (feet) ADJUSTED
 PR0453  ______________________________________________________________________
 PR0453  GEOID HEIGHT    -        -25.027 (meters)                     GEOID18
 PR0453  DYNAMIC HEIGHT  -        529.555 (meters)     1737.38  (feet) COMP
 PR0453  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 PR0453
 PR0453  VERT ORDER      -  SECOND    CLASS 0
 PR0453
 PR0453.The horizontal coordinates were scaled from a map and have
 PR0453.an estimated accuracy of +/- 6 seconds.
 PR0453
 PR0453.The orthometric height was determined by differential leveling and
 PR0453.adjusted by the NATIONAL GEODETIC SURVEY
 PR0453.in June 1991.
 PR0453
 PR0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0453.GEOID18 height accuracy estimate available here.
 PR0453
 PR0453.Click photographs - Photos may exist for this station.
 PR0453
 PR0453.The dynamic height is computed by dividing the NAVD 88
 PR0453.geopotential number by the normal gravity value computed on the
 PR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0453.degrees latitude (g = 980.6199 gals.).
 PR0453
 PR0453.The modeled gravity was interpolated from observed gravity values.
 PR0453
 PR0453;                    North         East    Units  Estimated Accuracy
 PR0453;SPC SD N     -   108,990.      835,310.      MT  (+/- 180 meters Scaled)
 PR0453
 PR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ561598(NAD 83)
 PR0453
 PR0453                          SUPERSEDED SURVEY CONTROL
 PR0453
 PR0453  NGVD 29 (??/??/92)  529.340  (m)         1736.68   (f) ADJ UNCH    2 0
 PR0453
 PR0453.Superseded values are not recommended for survey control.
 PR0453
 PR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0453.See file dsdata.pdf to determine how the superseded data were derived.
 PR0453
 PR0453_MARKER: DB = BENCH MARK DISK
 PR0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0453_STAMPING: E 342 1949
 PR0453_MARK LOGO: CGS
 PR0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0453+STABILITY: SURFACE MOTION
 PR0453
 PR0453  HISTORY     - Date     Condition        Report By
 PR0453  HISTORY     - 1949     MONUMENTED       CGS
 PR0453
 PR0453                          STATION DESCRIPTION
 PR0453
 PR0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0453'3.4 MI N FROM CASTLEWOOD.
 PR0453'3.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0453'CASTLEWOOD, AT A ROAD INTERSECTION, 69.0 FEET WEST OF THE
 PR0453'CENTER LINE OF A NORTH-SOUTH ROAD, 34.0 FEET NORTH OF THE
 PR0453'CENTER LINE OF AN EAST-WEST ROAD, 6.0 FEET WEST OF A POWER LINE
 PR0453'BRACE POLE, 1.6 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A
 PR0453'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0453'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0936 ***********************************************************************
 NM0936  DESIGNATION -  E 343 RESET
 NM0936  PID         -  NM0936
 NM0936  STATE/COUNTY-  SD/CLAY
 NM0936  COUNTRY     -  US
 NM0936  USGS QUAD   -  MECKLING (2017)
 NM0936
 NM0936                         *CURRENT SURVEY CONTROL
 NM0936  ______________________________________________________________________
 NM0936* NAD 83(1986) POSITION- 42 47 09.     (N) 097 00 45.     (W)   SCALED
 NM0936* NAVD 88 ORTHO HEIGHT -   352.09  (+/-2cm)     1155.1   (feet) VERTCON3
 NM0936  ______________________________________________________________________
 NM0936  GEOID HEIGHT    -        -25.620 (meters)                     GEOID18
 NM0936  VERT ORDER      -  THIRD (See Below)
 NM0936
 NM0936.The horizontal coordinates were scaled from a map and have
 NM0936.an estimated accuracy of +/- 6 seconds.
 NM0936
 NM0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0936
 NM0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0936.GEOID18 height accuracy estimate available here.
 NM0936
 NM0936.The vertical order pertains to the NGVD 29 superseded value.
 NM0936
 NM0936.Click photographs - Photos may exist for this station.
 NM0936
 NM0936;                    North         East    Units  Estimated Accuracy
 NM0936;SPC SD S     -    55,700.      871,650.      MT  (+/- 180 meters Scaled)
 NM0936
 NM0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN625389(NAD 83)
 NM0936
 NM0936                          SUPERSEDED SURVEY CONTROL
 NM0936
 NM0936  NGVD 29 (??/??/??)  351.88   (m)         1154.5    (f) RESET       3  
 NM0936
 NM0936.Superseded values are not recommended for survey control.
 NM0936
 NM0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0936.See file dsdata.pdf to determine how the superseded data were derived.
 NM0936
 NM0936_MARKER: DB = BENCH MARK DISK
 NM0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0936_STAMPING: E 343 RESET 1971
 NM0936_MARK LOGO: CGS
 NM0936_PROJECTION: PROJECTING 5 CENTIMETERS
 NM0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0936+STABILITY: SURFACE MOTION
 NM0936
 NM0936  HISTORY     - Date     Condition        Report By
 NM0936  HISTORY     - 1971     MONUMENTED       NGS
 NM0936
 NM0936                          STATION DESCRIPTION
 NM0936
 NM0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NM0936'4.2 MI W FROM VERMILLION.
 NM0936'2.1 MILES WEST ALONG STATE HIGHWAY 50 FROM ITS INTERSECTION WITH
 NM0936'DAKOTA STREET IN THE NORTH PART OF VERMILLION TO A SIDE ROAD
 NM0936'LEFT, THENCE LEFT, WEST, ON THE PAVED SIDE ROAD FOR 2.45 MILES
 NM0936'TO THE DRIVEWAY ON THE RIGHT LEADING TO THE HOME OF MR. ORVILLE
 NM0936'JASPERSON, 42 FEET NORTH OF THE CENTER OF THE ROAD, 12 FEET
 NM0936'EAST OF THE CENTER OF THE DRIVEWAY, 2 FEET NORTHEAST OF A FENCE
 NM0936'CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, SET IN A ROUND
 NM0936'CONCRETE MONUMENT WHICH PROJECTS 2-INCHES, ON PROPERTY OWNED BY
 NM0936'MR. JASPERSON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1090 ***********************************************************************
 NM1090  DESIGNATION -  E 344
 NM1090  PID         -  NM1090
 NM1090  STATE/COUNTY-  SD/YANKTON
 NM1090  COUNTRY     -  US
 NM1090  USGS QUAD   -  SAINT HELENA (2017)
 NM1090
 NM1090                         *CURRENT SURVEY CONTROL
 NM1090  ______________________________________________________________________
 NM1090* NAD 83(1986) POSITION- 42 51 07.     (N) 097 12 00.     (W)   SCALED
 NM1090* NAVD 88 ORTHO HEIGHT -   354.640 (meters)     1163.51  (feet) ADJUSTED
 NM1090  ______________________________________________________________________
 NM1090  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 NM1090  DYNAMIC HEIGHT  -        354.539 (meters)     1163.18  (feet) COMP
 NM1090  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NM1090
 NM1090  VERT ORDER      -  SECOND    CLASS 0
 NM1090
 NM1090.The horizontal coordinates were scaled from a map and have
 NM1090.an estimated accuracy of +/- 6 seconds.
 NM1090
 NM1090.The orthometric height was determined by differential leveling and
 NM1090.adjusted by the NATIONAL GEODETIC SURVEY
 NM1090.in June 1991.
 NM1090
 NM1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1090.GEOID18 height accuracy estimate available here.
 NM1090
 NM1090.Click photographs - Photos may exist for this station.
 NM1090
 NM1090.The dynamic height is computed by dividing the NAVD 88
 NM1090.geopotential number by the normal gravity value computed on the
 NM1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1090.degrees latitude (g = 980.6199 gals.).
 NM1090
 NM1090.The modeled gravity was interpolated from observed gravity values.
 NM1090
 NM1090;                    North         East    Units  Estimated Accuracy
 NM1090;SPC SD S     -    62,440.      856,050.      MT  (+/- 180 meters Scaled)
 NM1090
 NM1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN470459(NAD 83)
 NM1090
 NM1090                          SUPERSEDED SURVEY CONTROL
 NM1090
 NM1090  NGVD 29 (??/??/92)  354.441  (m)         1162.86   (f) ADJ UNCH    2 0
 NM1090
 NM1090.Superseded values are not recommended for survey control.
 NM1090
 NM1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1090.See file dsdata.pdf to determine how the superseded data were derived.
 NM1090
 NM1090_MARKER: DB = BENCH MARK DISK
 NM1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1090_STAMPING: E 344 1949
 NM1090_MARK LOGO: CGS
 NM1090_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1090+STABILITY: SURFACE MOTION
 NM1090
 NM1090  HISTORY     - Date     Condition        Report By
 NM1090  HISTORY     - 1949     MONUMENTED       CGS
 NM1090  HISTORY     - 20110426 POOR             INDIV
 NM1090
 NM1090                          STATION DESCRIPTION
 NM1090
 NM1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1090'3.8 MI SW FROM GAYVILLE.
 NM1090'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1090'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1090'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1090'WEST ALONG A GRAVELED ROD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 NM1090'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 30 FEET EAST
 NM1090'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET SOUTH OF
 NM1090'THE CENTER LINE OF AN EAST-WEST ROAD, 9.0 FEET NORTH OF A POWER
 NM1090'TRANSMISSION LINE POLE, 2.0 FEET SOUTHEAST OF A FENCE CORNER
 NM1090'POST, 2.6 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM1090'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1090
 NM1090                          STATION RECOVERY (2011)
 NM1090
 NM1090'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (CLB)
 NM1090'TOP OF MONUMENT HAS BEEN BROKEN OFF, APPEARS TO HAVE BEEN DISTURBED BY
 NM1090'FIELD EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0409 ***********************************************************************
 PS0409  DESIGNATION -  E 349
 PS0409  PID         -  PS0409
 PS0409  STATE/COUNTY-  SD/BUFFALO
 PS0409  COUNTRY     -  US
 PS0409  USGS QUAD   -  BIG BEND DAM (2017)
 PS0409
 PS0409                         *CURRENT SURVEY CONTROL
 PS0409  ______________________________________________________________________
 PS0409* NAD 83(1986) POSITION- 44 02 11.     (N) 099 23 31.     (W)   SCALED
 PS0409* NAVD 88 ORTHO HEIGHT -   415.367 (meters)     1362.75  (feet) ADJUSTED
 PS0409  ______________________________________________________________________
 PS0409  GEOID HEIGHT    -        -24.958 (meters)                     GEOID18
 PS0409  DYNAMIC HEIGHT  -        415.273 (meters)     1362.44  (feet) COMP
 PS0409  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 PS0409
 PS0409  VERT ORDER      -  FIRST     CLASS II
 PS0409
 PS0409.The horizontal coordinates were scaled from a map and have
 PS0409.an estimated accuracy of +/- 6 seconds.
 PS0409
 PS0409.The orthometric height was determined by differential leveling and
 PS0409.adjusted by the NATIONAL GEODETIC SURVEY
 PS0409.in June 1991.
 PS0409
 PS0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0409.GEOID18 height accuracy estimate available here.
 PS0409
 PS0409.Click photographs - Photos may exist for this station.
 PS0409
 PS0409.The dynamic height is computed by dividing the NAVD 88
 PS0409.geopotential number by the normal gravity value computed on the
 PS0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0409.degrees latitude (g = 980.6199 gals.).
 PS0409
 PS0409.The modeled gravity was interpolated from observed gravity values.
 PS0409
 PS0409;                    North         East    Units  Estimated Accuracy
 PS0409;SPC SD S     -   189,630.      675,450.      MT  (+/- 180 meters Scaled)
 PS0409
 PS0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP685759(NAD 83)
 PS0409
 PS0409                          SUPERSEDED SURVEY CONTROL
 PS0409
 PS0409  NGVD 29 (??/??/92)  415.039  (m)         1361.67   (f) ADJ UNCH    1 2
 PS0409
 PS0409.Superseded values are not recommended for survey control.
 PS0409
 PS0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0409.See file dsdata.pdf to determine how the superseded data were derived.
 PS0409
 PS0409_MARKER: DB = BENCH MARK DISK
 PS0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0409_STAMPING: E 349 1949
 PS0409_MARK LOGO: CGS
 PS0409_PROJECTION: FLUSH
 PS0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0409+STABILITY: SURFACE MOTION
 PS0409
 PS0409  HISTORY     - Date     Condition        Report By
 PS0409  HISTORY     - 1949     MONUMENTED       CGS
 PS0409  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0409
 PS0409                          STATION DESCRIPTION
 PS0409
 PS0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0409'2.6 MI SE FROM FORT THOMPSON.
 PS0409'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0409'FORT THOMPSON, THENCE 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY
 PS0409'NO. 47, AT A T-JUNCTION OF ROADS, ABOUT 300 FEET SOUTH OF AN
 PS0409'ABANDONED FARMHOUSE ON THE NORTHEAST SIDE OF THE HIGHWAY, 38
 PS0409'FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 PS0409'SOUTHWEST TO A FARMHOUSE, 36 FEET SOUTHWEST OF THE CENTER LINE
 PS0409'OF THE HIGHWAY, 7.3 FEET SOUTHEAST OF A CORNER FENCE POST, 2
 PS0409'FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A REFERENCE
 PS0409'POST, ABOUT 2 FEET BELOW HIGHWAY LEVEL, SET IN THE TOP OF A CONCRETE
 PS0409'POST 5 FEET IN DEPTH AND ABOUT LEVEL WITH THE GROUND.
 PS0409
 PS0409                          STATION RECOVERY (2013)
 PS0409
 PS0409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0450 ***********************************************************************
 PS0450  DESIGNATION -  E 350
 PS0450  PID         -  PS0450
 PS0450  STATE/COUNTY-  SD/HUGHES
 PS0450  COUNTRY     -  US
 PS0450  USGS QUAD   -  JOE CREEK (2017)
 PS0450
 PS0450                         *CURRENT SURVEY CONTROL
 PS0450  ______________________________________________________________________
 PS0450* NAD 83(1986) POSITION- 44 09 05.     (N) 099 47 03.     (W)   SCALED
 PS0450* NAVD 88 ORTHO HEIGHT -   468.493 (meters)     1537.05  (feet) ADJUSTED
 PS0450  ______________________________________________________________________
 PS0450  GEOID HEIGHT    -        -24.231 (meters)                     GEOID18
 PS0450  DYNAMIC HEIGHT  -        468.391 (meters)     1536.71  (feet) COMP
 PS0450  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 PS0450
 PS0450  VERT ORDER      -  FIRST     CLASS II
 PS0450
 PS0450.The horizontal coordinates were scaled from a map and have
 PS0450.an estimated accuracy of +/- 6 seconds.
 PS0450
 PS0450.The orthometric height was determined by differential leveling and
 PS0450.adjusted by the NATIONAL GEODETIC SURVEY
 PS0450.in June 1991.
 PS0450
 PS0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0450.GEOID18 height accuracy estimate available here.
 PS0450
 PS0450.Click photographs - Photos may exist for this station.
 PS0450
 PS0450.The dynamic height is computed by dividing the NAVD 88
 PS0450.geopotential number by the normal gravity value computed on the
 PS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0450.degrees latitude (g = 980.6199 gals.).
 PS0450
 PS0450.The modeled gravity was interpolated from observed gravity values.
 PS0450
 PS0450;                    North         East    Units  Estimated Accuracy
 PS0450;SPC SD S     -   202,120.      643,930.      MT  (+/- 180 meters Scaled)
 PS0450
 PS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP372889(NAD 83)
 PS0450
 PS0450                          SUPERSEDED SURVEY CONTROL
 PS0450
 PS0450  NGVD 29 (??/??/92)  468.162  (m)         1535.96   (f) ADJ UNCH    1 2
 PS0450
 PS0450.Superseded values are not recommended for survey control.
 PS0450
 PS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0450.See file dsdata.pdf to determine how the superseded data were derived.
 PS0450
 PS0450_MARKER: DB = BENCH MARK DISK
 PS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0450_STAMPING: E 350 1949
 PS0450_MARK LOGO: CGS
 PS0450_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0450+STABILITY: SURFACE MOTION
 PS0450
 PS0450  HISTORY     - Date     Condition        Report By
 PS0450  HISTORY     - 1949     MONUMENTED       CGS
 PS0450
 PS0450                          STATION DESCRIPTION
 PS0450
 PS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0450'3 MI E FROM JOE CREEK.
 PS0450'3.0 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 PS0450'JOE CREEK, ON THE SIDE OF A HILL SLOPING DOWN AND TO THE WEST,
 PS0450'0.5 MILE EAST OF A FARMHOUSE AT THE FOOT OF THE HILL, ABOUT
 PS0450'0.1 MILE NORTHEAST OF THE CORNER OF SECTIONS 18 AND 19, T. 108 N.,
 PS0450'R. 74 W., AND SECTIONS 13 AND 24, T. 108 N., R. 75 W., 34 FEET
 PS0450'SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A FENCE,
 PS0450'1.8 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0450'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1485 ***********************************************************************
 PU1485  DESIGNATION -  E 355
 PU1485  PID         -  PU1485
 PU1485  STATE/COUNTY-  SD/MEADE
 PU1485  COUNTRY     -  US
 PU1485  USGS QUAD   -  FORT MEADE (2017)
 PU1485
 PU1485                         *CURRENT SURVEY CONTROL
 PU1485  ______________________________________________________________________
 PU1485* NAD 83(1986) POSITION- 44 25 24.     (N) 103 23 21.     (W)   SCALED
 PU1485* NAVD 88 ORTHO HEIGHT -   992.175 (meters)     3255.16  (feet) ADJUSTED
 PU1485  ______________________________________________________________________
 PU1485  GEOID HEIGHT    -        -15.881 (meters)                     GEOID18
 PU1485  DYNAMIC HEIGHT  -        991.868 (meters)     3254.15  (feet) COMP
 PU1485  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 PU1485
 PU1485  VERT ORDER      -  SECOND    CLASS 0
 PU1485
 PU1485.The horizontal coordinates were scaled from a map and have
 PU1485.an estimated accuracy of +/- 6 seconds.
 PU1485
 PU1485.The orthometric height was determined by differential leveling and
 PU1485.adjusted by the NATIONAL GEODETIC SURVEY
 PU1485.in June 1991.
 PU1485
 PU1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1485.GEOID18 height accuracy estimate available here.
 PU1485
 PU1485.Click photographs - Photos may exist for this station.
 PU1485
 PU1485.The dynamic height is computed by dividing the NAVD 88
 PU1485.geopotential number by the normal gravity value computed on the
 PU1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1485.degrees latitude (g = 980.6199 gals.).
 PU1485
 PU1485.The modeled gravity was interpolated from observed gravity values.
 PU1485
 PU1485;                    North         East    Units  Estimated Accuracy
 PU1485;SPC SD N     -    71,210.      330,190.      MT  (+/- 180 meters Scaled)
 PU1485
 PU1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK282201(NAD 83)
 PU1485
 PU1485                          SUPERSEDED SURVEY CONTROL
 PU1485
 PU1485  NGVD 29 (??/??/92)  991.660  (m)         3253.47   (f) ADJ UNCH    2 0
 PU1485
 PU1485.Superseded values are not recommended for survey control.
 PU1485
 PU1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1485.See file dsdata.pdf to determine how the superseded data were derived.
 PU1485
 PU1485_MARKER: DB = BENCH MARK DISK
 PU1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1485_STAMPING: E 355 1961
 PU1485_MARK LOGO: CGS
 PU1485_PROJECTION: FLUSH
 PU1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1485+STABILITY: SURFACE MOTION
 PU1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1485+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1485
 PU1485  HISTORY     - Date     Condition        Report By
 PU1485  HISTORY     - 1961     MONUMENTED       CGS
 PU1485  HISTORY     - 19950513 GOOD             NGS
 PU1485
 PU1485                          STATION DESCRIPTION
 PU1485
 PU1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1485'6.1 MI E FROM STURGIS.
 PU1485'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE
 PU1485'EAST ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST
 PU1485'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1485'EAST ALONG DIRT ROAD FOR 1.3 MILES, 38 FEET SOUTH OF THE
 PU1485'CENTER OF THE DIRT ROAD, 5 FEET EAST OF A POWER POLE, 2.2
 PU1485'FEET EAST OF A WITNESS POST, AND SET IN A SQUARE CONCRETE POST
 PU1485'THAT PROJECTS 5 INCHES.
 PU1485
 PU1485                          STATION RECOVERY (1995)
 PU1485
 PU1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1485'8.6 KM (5.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1485'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), THENCE 3.7 KM (2.30 MI)
 PU1485'EASTERLY ALONG ALKALI ROAD, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A
 PU1485'GRAVELED ROAD, 26.9 M (88.3 FT) EAST OF THE ROAD CENTER, 16.1 M (52.8
 PU1485'FT) EAST OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 10.9 M (35.8
 PU1485'FT) SOUTH OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0
 PU1485'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU1485'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1978 ***********************************************************************
 PU1978  DESIGNATION -  E 358 RESET
 PU1978  PID         -  PU1978
 PU1978  STATE/COUNTY-  SD/BUTTE
 PU1978  COUNTRY     -  US
 PU1978  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1978
 PU1978                         *CURRENT SURVEY CONTROL
 PU1978  ______________________________________________________________________
 PU1978* NAD 83(1986) POSITION- 44 41 51.     (N) 103 52 44.     (W)   SCALED
 PU1978* NAVD 88 ORTHO HEIGHT -   940.637 (meters)     3086.07  (feet) ADJUSTED
 PU1978  ______________________________________________________________________
 PU1978  GEOID HEIGHT    -        -15.347 (meters)                     GEOID18
 PU1978  DYNAMIC HEIGHT  -        940.370 (meters)     3085.20  (feet) COMP
 PU1978  MODELED GRAVITY -    980,301.6   (mgal)                       NAVD 88
 PU1978
 PU1978  VERT ORDER      -  FIRST     CLASS II
 PU1978
 PU1978.The horizontal coordinates were scaled from a map and have
 PU1978.an estimated accuracy of +/- 6 seconds.
 PU1978
 PU1978.The orthometric height was determined by differential leveling and
 PU1978.adjusted by the NATIONAL GEODETIC SURVEY
 PU1978.in July 1998.
 PU1978
 PU1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1978.GEOID18 height accuracy estimate available here.
 PU1978
 PU1978.Click photographs - Photos may exist for this station.
 PU1978
 PU1978.The dynamic height is computed by dividing the NAVD 88
 PU1978.geopotential number by the normal gravity value computed on the
 PU1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1978.degrees latitude (g = 980.6199 gals.).
 PU1978
 PU1978.The modeled gravity was interpolated from observed gravity values.
 PU1978
 PU1978;                    North         East    Units  Estimated Accuracy
 PU1978;SPC SD N     -   103,390.      292,690.      MT  (+/- 180 meters Scaled)
 PU1978
 PU1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK888499(NAD 83)
 PU1978
 PU1978                          SUPERSEDED SURVEY CONTROL
 PU1978
 PU1978  NGVD 29 (04/17/07)  940.15   (m)         3084.5    (f) RESET       3  
 PU1978
 PU1978.Superseded values are not recommended for survey control.
 PU1978
 PU1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1978.See file dsdata.pdf to determine how the superseded data were derived.
 PU1978
 PU1978_MARKER: DV = VERTICAL CONTROL DISK
 PU1978_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PU1978_SP_SET: SIDEWALK
 PU1978_STAMPING: E 358 RESET 1975
 PU1978_MARK LOGO: NGS
 PU1978_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1978+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1978
 PU1978  HISTORY     - Date     Condition        Report By
 PU1978  HISTORY     - 1975     MONUMENTED       NGS
 PU1978  HISTORY     - 19951116 GOOD             NGS
 PU1978
 PU1978                          STATION DESCRIPTION
 PU1978
 PU1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU1978'1.6 MI NW FROM BELLE FOURCHE.
 PU1978'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1978'WITH U.S. HIGHWAY 85 AT THE NORTH EDGE OF BELLE FOURCHE, IN THE
 PU1978'CONCRETE SLAB AT THE OFFICE ENTRANCE OF THE TRI STATE VETERINARY
 PU1978'CLINIC, 8 FEET SOUTH OF THE CENTER OF THE ENTRANCE DOOR, 2.1
 PU1978'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 1 FOOT
 PU1978'EAST OF THE WEST EDGE OF THE SLAB, 1 FOOT NORTH OF THE SOUTH
 PU1978'EDGE OF THE SLAB, 1 FOOT ABOVE GROUND LEVEL, AND SET IN A
 PU1978'DRILL HOLE IN THE TOP OF THE CONCRETE SLAB.  AT HWY. STA.
 PU1978'619 + 80.
 PU1978
 PU1978                          STATION RECOVERY (1995)
 PU1978
 PU1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1978'2.8 KM (1.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1978'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, NEAR THE SOUTHWEST END
 PU1978'OF A CONCRETE SIDEWALK ALONG THE SOUTHEAST SIDE OF THE TRI STATE
 PU1978'VETERINARY CLINIC, 314.0 M (1030.2 FT) NORTHWEST OF MILEPOST 12, 88.7
 PU1978'M (291.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) EAST
 PU1978'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 2.0 M (6.6 FT) BELOW THE
 PU1978'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2061 ***********************************************************************
 PU2061  DESIGNATION -  E 359
 PU2061  PID         -  PU2061
 PU2061  STATE/COUNTY-  SD/BUTTE
 PU2061  COUNTRY     -  US
 PU2061  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2061
 PU2061                         *CURRENT SURVEY CONTROL
 PU2061  ______________________________________________________________________
 PU2061* NAD 83(1986) POSITION- 44 39 33.     (N) 103 51 21.     (W)   SCALED
 PU2061* NAVD 88 ORTHO HEIGHT -   929.534 (meters)     3049.65  (feet) ADJUSTED
 PU2061  ______________________________________________________________________
 PU2061  GEOID HEIGHT    -        -15.296 (meters)                     GEOID18
 PU2061  DYNAMIC HEIGHT  -        929.273 (meters)     3048.79  (feet) COMP
 PU2061  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 PU2061
 PU2061  VERT ORDER      -  SECOND    CLASS 0
 PU2061
 PU2061.The horizontal coordinates were scaled from a map and have
 PU2061.an estimated accuracy of +/- 6 seconds.
 PU2061
 PU2061.The orthometric height was determined by differential leveling and
 PU2061.adjusted by the NATIONAL GEODETIC SURVEY
 PU2061.in June 1991.
 PU2061
 PU2061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2061.GEOID18 height accuracy estimate available here.
 PU2061
 PU2061.Click photographs - Photos may exist for this station.
 PU2061
 PU2061.The dynamic height is computed by dividing the NAVD 88
 PU2061.geopotential number by the normal gravity value computed on the
 PU2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2061.degrees latitude (g = 980.6199 gals.).
 PU2061
 PU2061.The modeled gravity was interpolated from observed gravity values.
 PU2061
 PU2061;                    North         East    Units  Estimated Accuracy
 PU2061;SPC SD N     -    99,050.      294,310.      MT  (+/- 180 meters Scaled)
 PU2061
 PU2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK907457(NAD 83)
 PU2061
 PU2061                          SUPERSEDED SURVEY CONTROL
 PU2061
 PU2061  NGVD 29 (??/??/92)  929.043  (m)         3048.04   (f) ADJ UNCH    2 0
 PU2061
 PU2061.Superseded values are not recommended for survey control.
 PU2061
 PU2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2061.See file dsdata.pdf to determine how the superseded data were derived.
 PU2061
 PU2061_MARKER: DB = BENCH MARK DISK
 PU2061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2061_SP_SET: BRIDGE
 PU2061_STAMPING: E 359 1962
 PU2061_MARK LOGO: CGS
 PU2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2061
 PU2061  HISTORY     - Date     Condition        Report By
 PU2061  HISTORY     - 1962     MONUMENTED       CGS
 PU2061
 PU2061                          STATION DESCRIPTION
 PU2061
 PU2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2061'0.6 MI S FROM BELLE FOURCHE.
 PU2061'0.6 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2061'HOUSE IN BELLE FOURCHE TO THE MARK SET IN THE TOP OF THE SOUTHEAST
 PU2061'END OF THE NORTHWEST CONCRETE WINGWALL OF A BRIDGE OVER HAY
 PU2061'CREEK, 17.5 FEET WEST OF THE CENTER LINE OF HIGHWAY, 1.5 FEET
 PU2061'NORTHWEST OF THE NORTHWEST EDGED OF THE BRIDGE, 2.5 FEET SOUTHEAST
 PU2061'OF THE NORTHWEST EDGE OF THE WINGWALL AND IS ABOUT LEVEL WITH
 PU2061'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2062 ***********************************************************************
 PU2062  DESIGNATION -  E 359 RESET
 PU2062  PID         -  PU2062
 PU2062  STATE/COUNTY-  SD/BUTTE
 PU2062  COUNTRY     -  US
 PU2062  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2062
 PU2062                         *CURRENT SURVEY CONTROL
 PU2062  ______________________________________________________________________
 PU2062* NAD 83(1986) POSITION- 44 39 32.     (N) 103 51 23.     (W)   SCALED
 PU2062* NAVD 88 ORTHO HEIGHT -   929.194 (meters)     3048.53  (feet) ADJUSTED
 PU2062  ______________________________________________________________________
 PU2062  GEOID HEIGHT    -        -15.294 (meters)                     GEOID18
 PU2062  DYNAMIC HEIGHT  -        928.933 (meters)     3047.67  (feet) COMP
 PU2062  MODELED GRAVITY -    980,305.5   (mgal)                       NAVD 88
 PU2062
 PU2062  VERT ORDER      -  FIRST     CLASS II
 PU2062
 PU2062.The horizontal coordinates were scaled from a map and have
 PU2062.an estimated accuracy of +/- 6 seconds.
 PU2062
 PU2062.The orthometric height was determined by differential leveling and
 PU2062.adjusted by the NATIONAL GEODETIC SURVEY
 PU2062.in July 1998.
 PU2062
 PU2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2062.GEOID18 height accuracy estimate available here.
 PU2062
 PU2062.Click photographs - Photos may exist for this station.
 PU2062
 PU2062.The dynamic height is computed by dividing the NAVD 88
 PU2062.geopotential number by the normal gravity value computed on the
 PU2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2062.degrees latitude (g = 980.6199 gals.).
 PU2062
 PU2062.The modeled gravity was interpolated from observed gravity values.
 PU2062
 PU2062;                    North         East    Units  Estimated Accuracy
 PU2062;SPC SD N     -    99,020.      294,260.      MT  (+/- 180 meters Scaled)
 PU2062
 PU2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK906456(NAD 83)
 PU2062
 PU2062                          SUPERSEDED SURVEY CONTROL
 PU2062
 PU2062  NGVD 29 (??/??/??)  928.79   (m)         3047.2    (f) RESET       3  
 PU2062
 PU2062.Superseded values are not recommended for survey control.
 PU2062
 PU2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2062.See file dsdata.pdf to determine how the superseded data were derived.
 PU2062
 PU2062_MARKER: DB = BENCH MARK DISK
 PU2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2062_STAMPING: E 359 RESET 1963
 PU2062_MARK LOGO: CGS
 PU2062_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2062+STABILITY: SURFACE MOTION
 PU2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2062+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 PU2062
 PU2062  HISTORY     - Date     Condition        Report By
 PU2062  HISTORY     - 1963     MONUMENTED       CGS
 PU2062  HISTORY     - 1984     GOOD             NGS
 PU2062  HISTORY     - 19960415 GOOD             NGS
 PU2062
 PU2062                          STATION DESCRIPTION
 PU2062
 PU2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU2062'0.6 MI S FROM BELLE FOURCHE.
 PU2062'0.6 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2062'HOUSE IN BELLE FOURCHE, BUTTE COUNTY, ABOUT 150 FEET NORTHWEST
 PU2062'OF THE NORTHWEST CORNER OF THE BRIDGE OVER HAY CREEK, ABOUT 110
 PU2062'FEET WEST OF THE CENTELINE OF THE HIGHWAY, 45 FEET NORTH OF THE
 PU2062'CENTERLINE OF THE DRIVEWAY LEADING TO A WHITE HOUSE, 1.5 FEET
 PU2062'NORTH OF A METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND
 PU2062'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PU2062
 PU2062                          STATION RECOVERY (1984)
 PU2062
 PU2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2062'RECOVERED IN GOOD CONDITION.
 PU2062
 PU2062                          STATION RECOVERY (1996)
 PU2062
 PU2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2062'1.0 KM (0.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 PU2062'IN BELLE FOURCHE, 117.0 M (383.9 FT) NORTH OF MILEPOST 55, 41.2 M
 PU2062'(135.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HIGHWAY BRIDGE
 PU2062'SPANNING HAY CREEK, 30.5 M (100.1 FT) WEST OF THE CENTERLINE OF THE
 PU2062'SOUTHBOUND LANES OF THE HIGHWAY, 10.8 M (35.4 FT) NORTH OF THE CENTER
 PU2062'OF A DRIVEWAY, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 PU2062'(1.6 FT) NORTH OF A WITNESS POST, 0.4 M (1.3 FT) SOUTH OF A FENCE
 PU2062'CORNER, 0.1 M (0.3 FT) EAST OF A FENCE, AND THE MONUMENT IS RECESSED
 PU2062'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0139 ***********************************************************************
 OR0139  DESIGNATION -  E 36
 OR0139  PID         -  OR0139
 OR0139  STATE/COUNTY-  SD/GREGORY
 OR0139  COUNTRY     -  US
 OR0139  USGS QUAD   -  BONESTEEL (2017)
 OR0139
 OR0139                         *CURRENT SURVEY CONTROL
 OR0139  ______________________________________________________________________
 OR0139* NAD 83(1986) POSITION- 43 04 25.     (N) 098 53 36.     (W)   SCALED
 OR0139* NAVD 88 ORTHO HEIGHT -   578.824 (meters)     1899.03  (feet) ADJUSTED
 OR0139  ______________________________________________________________________
 OR0139  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 OR0139  DYNAMIC HEIGHT  -        578.612 (meters)     1898.33  (feet) COMP
 OR0139  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 OR0139
 OR0139  VERT ORDER      -  FIRST     CLASS II
 OR0139
 OR0139.The horizontal coordinates were scaled from a map and have
 OR0139.an estimated accuracy of +/- 6 seconds.
 OR0139
 OR0139.The orthometric height was determined by differential leveling and
 OR0139.adjusted by the NATIONAL GEODETIC SURVEY
 OR0139.in June 1991.
 OR0139
 OR0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0139.GEOID18 height accuracy estimate available here.
 OR0139
 OR0139.Click photographs - Photos may exist for this station.
 OR0139
 OR0139.The dynamic height is computed by dividing the NAVD 88
 OR0139.geopotential number by the normal gravity value computed on the
 OR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0139.degrees latitude (g = 980.6199 gals.).
 OR0139
 OR0139.The modeled gravity was interpolated from observed gravity values.
 OR0139
 OR0139;                    North         East    Units  Estimated Accuracy
 OR0139;SPC SD S     -    83,260.      717,270.      MT  (+/- 180 meters Scaled)
 OR0139
 OR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN086689(NAD 83)
 OR0139
 OR0139                          SUPERSEDED SURVEY CONTROL
 OR0139
 OR0139  NGVD 29 (??/??/92)  578.502  (m)         1897.97   (f) ADJ UNCH    1 2
 OR0139
 OR0139.Superseded values are not recommended for survey control.
 OR0139
 OR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0139.See file dsdata.pdf to determine how the superseded data were derived.
 OR0139
 OR0139_MARKER: DB = BENCH MARK DISK
 OR0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0139_STAMPING: 1897.969 E 36 1933
 OR0139_MARK LOGO: CGS
 OR0139_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0139+STABILITY: SURFACE MOTION
 OR0139
 OR0139  HISTORY     - Date     Condition        Report By
 OR0139  HISTORY     - 1933     MONUMENTED       CGS
 OR0139  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0139  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0139
 OR0139                          STATION DESCRIPTION
 OR0139
 OR0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0139'4 MI N FROM FAIRFAX.
 OR0139'4.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM FAIRFAX, GREGORY
 OR0139'COUNTY, ABOUT 1 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 OR0139'18, AT A TURN IN THE HIGHWAY TO THE NORTH, 48 YARDS WEST OF THE
 OR0139'PROLONGATION OF THE CENTER LINE OF THE HIGHWAY, 93 FEET EAST
 OR0139'OF A CULVERT, 59 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD,
 OR0139'AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED 1897.969
 OR0139'E 36 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OR0139'INCHES ABOVE GROUND.  NOTE-- PROBABLY DESTROYED BY ROAD
 OR0139'CONSTRUCTION.
 OR0139
 OR0139                          STATION RECOVERY (1962)
 OR0139
 OR0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0139'MARK NOT FOUND.
 OR0139
 OR0139                          STATION RECOVERY (2013)
 OR0139
 OR0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1928 ***********************************************************************
 PU1928  DESIGNATION -  E 360
 PU1928  PID         -  PU1928
 PU1928  STATE/COUNTY-  SD/BUTTE
 PU1928  COUNTRY     -  US
 PU1928  USGS QUAD   -  FRUITDALE (2017)
 PU1928
 PU1928                         *CURRENT SURVEY CONTROL
 PU1928  ______________________________________________________________________
 PU1928* NAD 83(1986) POSITION- 44 40 52.     (N) 103 44 56.     (W)   SCALED
 PU1928* NAVD 88 ORTHO HEIGHT -   911.361 (meters)     2990.02  (feet) ADJUSTED
 PU1928  ______________________________________________________________________
 PU1928  GEOID HEIGHT    -        -15.541 (meters)                     GEOID18
 PU1928  DYNAMIC HEIGHT  -        911.119 (meters)     2989.23  (feet) COMP
 PU1928  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 PU1928
 PU1928  VERT ORDER      -  SECOND    CLASS 0
 PU1928
 PU1928.The horizontal coordinates were scaled from a map and have
 PU1928.an estimated accuracy of +/- 6 seconds.
 PU1928
 PU1928.The orthometric height was determined by differential leveling and
 PU1928.adjusted by the NATIONAL GEODETIC SURVEY
 PU1928.in June 1991.
 PU1928
 PU1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1928.GEOID18 height accuracy estimate available here.
 PU1928
 PU1928.Click photographs - Photos may exist for this station.
 PU1928
 PU1928.The dynamic height is computed by dividing the NAVD 88
 PU1928.geopotential number by the normal gravity value computed on the
 PU1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1928.degrees latitude (g = 980.6199 gals.).
 PU1928
 PU1928.The modeled gravity was interpolated from observed gravity values.
 PU1928
 PU1928;                    North         East    Units  Estimated Accuracy
 PU1928;SPC SD N     -   101,090.      302,900.      MT  (+/- 180 meters Scaled)
 PU1928
 PU1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK991482(NAD 83)
 PU1928
 PU1928                          SUPERSEDED SURVEY CONTROL
 PU1928
 PU1928  NGVD 29 (??/??/92)  910.879  (m)         2988.44   (f) ADJ UNCH    2 0
 PU1928
 PU1928.Superseded values are not recommended for survey control.
 PU1928
 PU1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1928.See file dsdata.pdf to determine how the superseded data were derived.
 PU1928
 PU1928_MARKER: DB = BENCH MARK DISK
 PU1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1928_STAMPING: E 360 1962
 PU1928_MARK LOGO: CGS
 PU1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1928+STABILITY: SURFACE MOTION
 PU1928
 PU1928  HISTORY     - Date     Condition        Report By
 PU1928  HISTORY     - 1962     MONUMENTED       CGS
 PU1928
 PU1928                          STATION DESCRIPTION
 PU1928
 PU1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1928'2.8 MI W FROM FRUITDALE.
 PU1928'2.8 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1928'FROM THE POST OFFICE AT FRUITDALE, ALSO 5.6 MILE EAST ALONG
 PU1928'THE CHICAGO AND NORTHWESTERN RAILROAD FROM THE STATION AT
 PU1928'BELLE FOURCHE, ABOUT 0.3 MILE WEST OF MILE POST NO 6, AT A
 PU1928'GRADED ROAD CROSSING, 98 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PU1928'CROSSING, 87.2 FEET SOUTH OF THE SOUTH RAIL, 23 FEET EAST
 PU1928'OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTHWEST OF THE FIRST
 PU1928'POWER POLE SOUTH OF THE TRACK, 1.7 FEET NORTH OF A WITNESS
 PU1928'POST, 1.5 FEET BELOW THE ROAD, SET IN THE TOP OF A CONCRETE
 PU1928'POST PROJECTING 0.3 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1441 ***********************************************************************
 PU1441  DESIGNATION -  E 361
 PU1441  PID         -  PU1441
 PU1441  STATE/COUNTY-  SD/MEADE
 PU1441  COUNTRY     -  US
 PU1441  USGS QUAD   -  TILFORD (2017)
 PU1441
 PU1441                         *CURRENT SURVEY CONTROL
 PU1441  ______________________________________________________________________
 PU1441* NAD 83(1986) POSITION- 44 22 06.     (N) 103 28 09.     (W)   SCALED
 PU1441* NAVD 88 ORTHO HEIGHT -  1110.955 (meters)     3644.86  (feet) ADJUSTED
 PU1441  ______________________________________________________________________
 PU1441  GEOID HEIGHT    -        -15.230 (meters)                     GEOID18
 PU1441  DYNAMIC HEIGHT  -       1110.595 (meters)     3643.68  (feet) COMP
 PU1441  MODELED GRAVITY -    980,254.9   (mgal)                       NAVD 88
 PU1441
 PU1441  VERT ORDER      -  FIRST     CLASS II
 PU1441
 PU1441.The horizontal coordinates were scaled from a map and have
 PU1441.an estimated accuracy of +/- 6 seconds.
 PU1441
 PU1441.The orthometric height was determined by differential leveling and
 PU1441.adjusted by the NATIONAL GEODETIC SURVEY
 PU1441.in June 1991.
 PU1441
 PU1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1441.GEOID18 height accuracy estimate available here.
 PU1441
 PU1441.Click photographs - Photos may exist for this station.
 PU1441
 PU1441.The dynamic height is computed by dividing the NAVD 88
 PU1441.geopotential number by the normal gravity value computed on the
 PU1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1441.degrees latitude (g = 980.6199 gals.).
 PU1441
 PU1441.The modeled gravity was interpolated from observed gravity values.
 PU1441
 PU1441;                    North         East    Units  Estimated Accuracy
 PU1441;SPC SD N     -    65,380.      323,560.      MT  (+/- 180 meters Scaled)
 PU1441
 PU1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK219139(NAD 83)
 PU1441
 PU1441                          SUPERSEDED SURVEY CONTROL
 PU1441
 PU1441  NGVD 29 (??/??/92) 1110.443  (m)         3643.18   (f) ADJ UNCH    1 2
 PU1441
 PU1441.Superseded values are not recommended for survey control.
 PU1441
 PU1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1441.See file dsdata.pdf to determine how the superseded data were derived.
 PU1441
 PU1441_MARKER: DB = BENCH MARK DISK
 PU1441_SETTING: 66 = SET IN ROCK OUTCROP
 PU1441_STAMPING: E 361 1962
 PU1441_MARK LOGO: CGS
 PU1441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1441+STABILITY: POSITION/ELEVATION WELL
 PU1441
 PU1441  HISTORY     - Date     Condition        Report By
 PU1441  HISTORY     - 1962     MONUMENTED       CGS
 PU1441  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1441  HISTORY     - 20120801 MARK NOT FOUND   INDIV
 PU1441
 PU1441                          STATION DESCRIPTION
 PU1441
 PU1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1441'4.8 MI SE FROM STURGIS.
 PU1441'ABOUT 4.85 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1441'RAILWAY FROM THE STATION AT STURGIS, 3 1/2 POLES SOUTHEAST OF
 PU1441'MILE POST 124, 0.1 MILE NORTHEAST OF AND ACROSS U.S. HIGHWAY 14
 PU1441'AND STATE HIGHWAY 79 FROM THE RAILROAD, 151 FEET NORTHEAST OF
 PU1441'THE CENTER LINE OF THE HIGHWAY, ON THE SOUTHWEST SLOPE OF A HILL,
 PU1441'156 FEET SOUTH-SOUTHWEST OF THE MOST SOUTHERLY ONE OF TWO PINE
 PU1441'TREES, 85 FEET NORTHEAST OF A FENCE, 83 FEET NORTHEAST OF A METAL
 PU1441'WITNESS POST, ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 PU1441'SET IN THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 7 INCHES.
 PU1441
 PU1441                          STATION RECOVERY (1991)
 PU1441
 PU1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1441'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1441
 PU1441                          STATION RECOVERY (2012)
 PU1441
 PU1441'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1442 ***********************************************************************
 PU1442  DESIGNATION -  E 361 RESET
 PU1442  PID         -  PU1442
 PU1442  STATE/COUNTY-  SD/MEADE
 PU1442  COUNTRY     -  US
 PU1442  USGS QUAD   -  TILFORD (2017)
 PU1442
 PU1442                         *CURRENT SURVEY CONTROL
 PU1442  ______________________________________________________________________
 PU1442* NAD 83(1986) POSITION- 44 22 06.     (N) 103 28 09.     (W)   SCALED
 PU1442* NAVD 88 ORTHO HEIGHT -  1112.12  (meters)     3648.7   (feet) RESET
 PU1442  ______________________________________________________________________
 PU1442  GEOID HEIGHT    -        -15.230 (meters)                     GEOID18
 PU1442  VERT ORDER      -  THIRD
 PU1442
 PU1442.The horizontal coordinates were scaled from a map and have
 PU1442.an estimated accuracy of +/- 6 seconds.
 PU1442
 PU1442.The orthometric height was computed from unverified reset data.
 PU1442
 PU1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1442.GEOID18 height accuracy estimate available here.
 PU1442
 PU1442.Click photographs - Photos may exist for this station.
 PU1442
 PU1442;                    North         East    Units  Estimated Accuracy
 PU1442;SPC SD N     -    65,380.      323,560.      MT  (+/- 180 meters Scaled)
 PU1442
 PU1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK219139(NAD 83)
 PU1442
 PU1442                          SUPERSEDED SURVEY CONTROL
 PU1442
 PU1442.No superseded survey control is available for this station.
 PU1442
 PU1442_MARKER: DB = BENCH MARK DISK
 PU1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1442_STAMPING: E 361 RESET 1963
 PU1442_MARK LOGO: CGS
 PU1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1442+STABILITY: SURFACE MOTION
 PU1442
 PU1442  HISTORY     - Date     Condition        Report By
 PU1442  HISTORY     - 1963     MONUMENTED       CGS
 PU1442  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1442
 PU1442                          STATION DESCRIPTION
 PU1442
 PU1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1442'4.2 MI S FROM STURGIS.
 PU1442'ABOUT 4.2 MILES SOUTH ALONG INTERSTATE 90 FROM STURGIS, MEADE
 PU1442'COUNTY, ABOUT 0.4 MILE SOUTH OF AN INTERCHANGE LEADING TO A
 PU1442'NATIONAL CEMETERY ON THE EAST SIDE OF INTERSTATE HIGHWAY 90, 2 FEET
 PU1442'SOUTH OF A FENCE POST, 1 1/2 FEET NORTH OF A METAL WITNESS POST,
 PU1442'1 FOOT WEST OF THE RIGHT OF WAY FENCE, AND SET IN THE TOP OF A
 PU1442'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 PU1442
 PU1442                          STATION RECOVERY (1991)
 PU1442
 PU1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1442'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1419 ***********************************************************************
 PU1419  DESIGNATION -  E 362
 PU1419  PID         -  PU1419
 PU1419  STATE/COUNTY-  SD/MEADE
 PU1419  COUNTRY     -  US
 PU1419  USGS QUAD   -  PIEDMONT (2017)
 PU1419
 PU1419                         *CURRENT SURVEY CONTROL
 PU1419  ______________________________________________________________________
 PU1419* NAD 83(1986) POSITION- 44 14 58.     (N) 103 24 04.     (W)   SCALED
 PU1419* NAVD 88 ORTHO HEIGHT -  1073.255 (meters)     3521.17  (feet) ADJUSTED
 PU1419  ______________________________________________________________________
 PU1419  GEOID HEIGHT    -        -15.240 (meters)                     GEOID18
 PU1419  DYNAMIC HEIGHT  -       1072.891 (meters)     3519.98  (feet) COMP
 PU1419  MODELED GRAVITY -    980,241.9   (mgal)                       NAVD 88
 PU1419
 PU1419  VERT ORDER      -  FIRST     CLASS II
 PU1419
 PU1419.The horizontal coordinates were scaled from a map and have
 PU1419.an estimated accuracy of +/- 6 seconds.
 PU1419
 PU1419.The orthometric height was determined by differential leveling and
 PU1419.adjusted by the NATIONAL GEODETIC SURVEY
 PU1419.in September 1993.
 PU1419
 PU1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1419.GEOID18 height accuracy estimate available here.
 PU1419
 PU1419.Click photographs - Photos may exist for this station.
 PU1419
 PU1419.The dynamic height is computed by dividing the NAVD 88
 PU1419.geopotential number by the normal gravity value computed on the
 PU1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1419.degrees latitude (g = 980.6199 gals.).
 PU1419
 PU1419.The modeled gravity was interpolated from observed gravity values.
 PU1419
 PU1419;                    North         East    Units  Estimated Accuracy
 PU1419;SPC SD N     -    51,950.      328,430.      MT  (+/- 180 meters Scaled)
 PU1419
 PU1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK276008(NAD 83)
 PU1419
 PU1419                          SUPERSEDED SURVEY CONTROL
 PU1419
 PU1419  NAVD 88 (06/15/91) 1073.283  (m)         3521.26   (f) SUPERSEDED  1 2
 PU1419  NGVD 29 (??/??/92) 1072.775  (m)         3519.60   (f) ADJ UNCH    1 2
 PU1419
 PU1419.Superseded values are not recommended for survey control.
 PU1419
 PU1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1419.See file dsdata.pdf to determine how the superseded data were derived.
 PU1419
 PU1419_MARKER: DB = BENCH MARK DISK
 PU1419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1419_SP_SET: WINGWALL
 PU1419_STAMPING: E 362 1962
 PU1419_MARK LOGO: CGS
 PU1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1419+STABILITY: SURFACE MOTION
 PU1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1419+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 PU1419
 PU1419  HISTORY     - Date     Condition        Report By
 PU1419  HISTORY     - 1962     MONUMENTED       CGS
 PU1419  HISTORY     - 19910813 GOOD             NGS
 PU1419  HISTORY     - 20120815 GOOD             INDIV
 PU1419
 PU1419                          STATION DESCRIPTION
 PU1419
 PU1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1419'14.2 MI SE FROM STURGIS.
 PU1419'ABOUT 14.15 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1419'RAILWAY FROM THE STATION AT STURGIS, OR 15.15 MILES NORTHWEST
 PU1419'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT
 PU1419'RAPID CITY, 89 FEET SOUTHWEST OF MILE POST 115, AT A STEEL AND
 PU1419'CONCRETE BRIDGE UNDER THE NORTHEAST LANE OF INTERSTATE 90, 123
 PU1419'FEET SOUTHWEST OF THE SOUTH CORNER OF RAILROAD TRESTLE NUMBER H 241,
 PU1419'128 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET NORTHEAST OF THE
 PU1419'CENTER LINE OF THE NORTHEAST LANE OF THE HIGHWAY, ABOUT 1 FOOT
 PU1419'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST
 PU1419'END OF THE SOUTHEAST CONCRETE ABUTMENT.
 PU1419
 PU1419                          STATION RECOVERY (1991)
 PU1419
 PU1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1419'18.9 KM (11.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1419'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN THE SOUTHEAST
 PU1419'CONCRETE WINGWALL OF THE WESTBOUND HIGHWAY BRIDGE (NUMBER 47-085-545)
 PU1419'SPANNING LITTLE ELK CREEK, 5.5 M (18.0 FT) NORTHEAST OF AND LEVEL
 PU1419'WITH THE CENTERLINE OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHEAST OF
 PU1419'THE THE BRIDGE RAIL.
 PU1419
 PU1419                          STATION RECOVERY (2012)
 PU1419
 PU1419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1556 ***********************************************************************
 PU1556  DESIGNATION -  E 363
 PU1556  PID         -  PU1556
 PU1556  STATE/COUNTY-  SD/PENNINGTON
 PU1556  COUNTRY     -  US
 PU1556  USGS QUAD   -  BOX ELDER (2017)
 PU1556
 PU1556                         *CURRENT SURVEY CONTROL
 PU1556  ______________________________________________________________________
 PU1556* NAD 83(1986) POSITION- 44 00 16.     (N) 103 00 51.     (W)   SCALED
 PU1556* NAVD 88 ORTHO HEIGHT -   894.824 (meters)     2935.77  (feet) ADJUSTED
 PU1556  ______________________________________________________________________
 PU1556  GEOID HEIGHT    -        -16.912 (meters)                     GEOID18
 PU1556  DYNAMIC HEIGHT  -        894.521 (meters)     2934.77  (feet) COMP
 PU1556  MODELED GRAVITY -    980,249.9   (mgal)                       NAVD 88
 PU1556
 PU1556  VERT ORDER      -  FIRST     CLASS II
 PU1556
 PU1556.The horizontal coordinates were scaled from a map and have
 PU1556.an estimated accuracy of +/- 6 seconds.
 PU1556
 PU1556.The orthometric height was determined by differential leveling and
 PU1556.adjusted by the NATIONAL GEODETIC SURVEY
 PU1556.in June 1991.
 PU1556
 PU1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1556.GEOID18 height accuracy estimate available here.
 PU1556
 PU1556.Click photographs - Photos may exist for this station.
 PU1556
 PU1556.The dynamic height is computed by dividing the NAVD 88
 PU1556.geopotential number by the normal gravity value computed on the
 PU1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1556.degrees latitude (g = 980.6199 gals.).
 PU1556
 PU1556.The modeled gravity was interpolated from observed gravity values.
 PU1556
 PU1556;                    North         East    Units  Estimated Accuracy
 PU1556;SPC SD S     -   189,120.      385,050.      MT  (+/- 180 meters Scaled)
 PU1556
 PU1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ592742(NAD 83)
 PU1556
 PU1556                          SUPERSEDED SURVEY CONTROL
 PU1556
 PU1556  NGVD 29 (??/??/92)  894.355  (m)         2934.23   (f) ADJ UNCH    1 2
 PU1556
 PU1556.Superseded values are not recommended for survey control.
 PU1556
 PU1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1556.See file dsdata.pdf to determine how the superseded data were derived.
 PU1556
 PU1556_MARKER: DB = BENCH MARK DISK
 PU1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1556_STAMPING: E 363 1962
 PU1556_MARK LOGO: CGS
 PU1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1556+STABILITY: SURFACE MOTION
 PU1556
 PU1556  HISTORY     - Date     Condition        Report By
 PU1556  HISTORY     - 1962     MONUMENTED       CGS
 PU1556  HISTORY     - 1985     MARK NOT FOUND   NGS
 PU1556  HISTORY     - 20120314 MARK NOT FOUND   INDIV
 PU1556
 PU1556                          STATION DESCRIPTION
 PU1556
 PU1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1556'12.3 MI SE FROM RAPID CITY.
 PU1556'ABOUT 12.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1556'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1556'STATION AT RAPID CITY.  4 POLES OF 0.15 MILE WEST OF MILE POST
 PU1556'648, 93 FEET NORTH OF AND ACROSS THE TRACK FROM THE 4TH POLE WEST
 PU1556'OF THE MILE POST, 49 1/2 FEET NORTH OF NORTH RAIL, 49 FEET SOUTH
 PU1556'OF THE CENTER LINE OF STATE HIGHWAY 40, IN LINE WITH A ROW OF
 PU1556'TELEPHONE POLES, 9 FEET EAST OF A TELEPHONE POLE, 1.8 FEET SOUTH
 PU1556'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 PU1556'AND ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE
 PU1556'POST PROJECTING 5 INCHES.
 PU1556
 PU1556                          STATION RECOVERY (1985)
 PU1556
 PU1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1556'NOT RECOVERED.
 PU1556
 PU1556                          STATION RECOVERY (2012)
 PU1556
 PU1556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0243 ***********************************************************************
 OT0243  DESIGNATION -  E 364
 OT0243  PID         -  OT0243
 OT0243  STATE/COUNTY-  SD/PENNINGTON
 OT0243  COUNTRY     -  US
 OT0243  USGS QUAD   -  SCENIC (2017)
 OT0243
 OT0243                         *CURRENT SURVEY CONTROL
 OT0243  ______________________________________________________________________
 OT0243* NAD 83(1986) POSITION- 43 47 22.     (N) 102 34 26.     (W)   SCALED
 OT0243* NAVD 88 ORTHO HEIGHT -   847.345 (meters)     2780.00  (feet) ADJUSTED
 OT0243  ______________________________________________________________________
 OT0243  GEOID HEIGHT    -        -18.077 (meters)                     GEOID18
 OT0243  DYNAMIC HEIGHT  -        847.066 (meters)     2779.08  (feet) COMP
 OT0243  MODELED GRAVITY -    980,260.8   (mgal)                       NAVD 88
 OT0243
 OT0243  VERT ORDER      -  FIRST     CLASS II
 OT0243
 OT0243.The horizontal coordinates were scaled from a map and have
 OT0243.an estimated accuracy of +/- 6 seconds.
 OT0243
 OT0243.The orthometric height was determined by differential leveling and
 OT0243.adjusted by the NATIONAL GEODETIC SURVEY
 OT0243.in June 1991.
 OT0243
 OT0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0243.GEOID18 height accuracy estimate available here.
 OT0243
 OT0243.Click photographs - Photos may exist for this station.
 OT0243
 OT0243.The dynamic height is computed by dividing the NAVD 88
 OT0243.geopotential number by the normal gravity value computed on the
 OT0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0243.degrees latitude (g = 980.6199 gals.).
 OT0243
 OT0243.The modeled gravity was interpolated from observed gravity values.
 OT0243
 OT0243;                    North         East    Units  Estimated Accuracy
 OT0243;SPC SD S     -   164,190.      419,700.      MT  (+/- 180 meters Scaled)
 OT0243
 OT0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ952513(NAD 83)
 OT0243
 OT0243                          SUPERSEDED SURVEY CONTROL
 OT0243
 OT0243  NGVD 29 (??/??/92)  846.873  (m)         2778.45   (f) ADJ UNCH    1 2
 OT0243
 OT0243.Superseded values are not recommended for survey control.
 OT0243
 OT0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0243.See file dsdata.pdf to determine how the superseded data were derived.
 OT0243
 OT0243_MARKER: DB = BENCH MARK DISK
 OT0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0243_STAMPING: E 364 1962
 OT0243_MARK LOGO: CGS
 OT0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0243+STABILITY: SURFACE MOTION
 OT0243
 OT0243  HISTORY     - Date     Condition        Report By
 OT0243  HISTORY     - 1962     MONUMENTED       CGS
 OT0243
 OT0243                          STATION DESCRIPTION
 OT0243
 OT0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0243'1.4 MI NW FROM SCENIC.
 OT0243'ABOUT 1.35 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0243'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0243'SECTION 16, T 3 S, R 13 E, 18 1/2 TELEPHONE POLES NORTHWEST
 OT0243'OF MILE POST 619, 5 1/2 TELEPHONE POLES NORTHWEST OF NORTHWEST
 OT0243'END OF TRESTLE NUMBER W 260, 30 FEET NORTHEAST OF THE BASE
 OT0243'OF A SMALL GRASSY HILL, 26 1/2 FEET SOUTHWEST SOUTHWEST RAIL,
 OT0243'2 1/2 FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A
 OT0243'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE RAILS,
 OT0243'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0293 ***********************************************************************
 OT0293  DESIGNATION -  E 365
 OT0293  PID         -  OT0293
 OT0293  STATE/COUNTY-  SD/PENNINGTON
 OT0293  COUNTRY     -  US
 OT0293  USGS QUAD   -  HERMOSA NW (2017)
 OT0293
 OT0293                         *CURRENT SURVEY CONTROL
 OT0293  ______________________________________________________________________
 OT0293* NAD 83(1986) POSITION- 43 55 31.     (N) 103 09 17.     (W)   SCALED
 OT0293* NAVD 88 ORTHO HEIGHT -  1019.198 (meters)     3343.82  (feet) ADJUSTED
 OT0293  ______________________________________________________________________
 OT0293  GEOID HEIGHT    -        -16.252 (meters)                     GEOID18
 OT0293  DYNAMIC HEIGHT  -       1018.827 (meters)     3342.60  (feet) COMP
 OT0293  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 OT0293
 OT0293  VERT ORDER      -  FIRST     CLASS II
 OT0293
 OT0293.The horizontal coordinates were scaled from a map and have
 OT0293.an estimated accuracy of +/- 6 seconds.
 OT0293
 OT0293.The orthometric height was determined by differential leveling and
 OT0293.adjusted by the NATIONAL GEODETIC SURVEY
 OT0293.in June 1991.
 OT0293
 OT0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0293.GEOID18 height accuracy estimate available here.
 OT0293
 OT0293.Click photographs - Photos may exist for this station.
 OT0293
 OT0293.The dynamic height is computed by dividing the NAVD 88
 OT0293.geopotential number by the normal gravity value computed on the
 OT0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0293.degrees latitude (g = 980.6199 gals.).
 OT0293
 OT0293.The modeled gravity was interpolated from observed gravity values.
 OT0293
 OT0293;                    North         East    Units  Estimated Accuracy
 OT0293;SPC SD S     -   180,700.      373,490.      MT  (+/- 180 meters Scaled)
 OT0293
 OT0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ481652(NAD 83)
 OT0293
 OT0293                          SUPERSEDED SURVEY CONTROL
 OT0293
 OT0293  NGVD 29 (??/??/92) 1018.704  (m)         3342.20   (f) ADJ UNCH    1 2
 OT0293
 OT0293.Superseded values are not recommended for survey control.
 OT0293
 OT0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0293.See file dsdata.pdf to determine how the superseded data were derived.
 OT0293
 OT0293_MARKER: DB = BENCH MARK DISK
 OT0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0293_STAMPING: E 365 1962
 OT0293_MARK LOGO: CGS
 OT0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0293+STABILITY: SURFACE MOTION
 OT0293
 OT0293  HISTORY     - Date     Condition        Report By
 OT0293  HISTORY     - 1962     MONUMENTED       CGS
 OT0293
 OT0293                          STATION DESCRIPTION
 OT0293
 OT0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0293'6.8 MI NE FROM HERMOSA.
 OT0293'ABOUT 6.85 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OT0293'RAILWAY FROM THE STATION AT HERMOSA, IN SECTION 34, T 1 S, R 8 E,
 OT0293'AT THE SOUTHWEST END OF A DEEP CUT, AT THE NORTHEAST END OF A
 OT0293'DEEP FILL, 0.4 MILE SOUTHWEST OF MILE POST 86, 52 FEET SOUTHEAST
 OT0293'OF THE SOUTHEAST RAIL, 11 FEET NORTHEAST OF THE CENTER LINE OF A
 OT0293'GATE, 1 1/2 FEET SOUTHEAST OF A FENCE, 2.8 NORTHWEST OF A METAL
 OT0293'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE RAIL, AND SET IN THE TOP
 OT0293'OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0312 ***********************************************************************
 PU0312  DESIGNATION -  E 366
 PU0312  PID         -  PU0312
 PU0312  STATE/COUNTY-  SD/PENNINGTON
 PU0312  COUNTRY     -  US
 PU0312  USGS QUAD   -  WASTA (2017)
 PU0312
 PU0312                         *CURRENT SURVEY CONTROL
 PU0312  ______________________________________________________________________
 PU0312* NAD 83(1986) POSITION- 44 04 11.     (N) 102 27 13.     (W)   SCALED
 PU0312* NAVD 88 ORTHO HEIGHT -   718.913 (meters)     2358.63  (feet) ADJUSTED
 PU0312  ______________________________________________________________________
 PU0312  GEOID HEIGHT    -        -18.472 (meters)                     GEOID18
 PU0312  DYNAMIC HEIGHT  -        718.717 (meters)     2357.99  (feet) COMP
 PU0312  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 PU0312
 PU0312  VERT ORDER      -  SECOND    CLASS 0
 PU0312
 PU0312.The horizontal coordinates were scaled from a map and have
 PU0312.an estimated accuracy of +/- 6 seconds.
 PU0312
 PU0312.The orthometric height was determined by differential leveling and
 PU0312.adjusted by the NATIONAL GEODETIC SURVEY
 PU0312.in June 1991.
 PU0312
 PU0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0312.GEOID18 height accuracy estimate available here.
 PU0312
 PU0312.Click photographs - Photos may exist for this station.
 PU0312
 PU0312.The dynamic height is computed by dividing the NAVD 88
 PU0312.geopotential number by the normal gravity value computed on the
 PU0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0312.degrees latitude (g = 980.6199 gals.).
 PU0312
 PU0312.The modeled gravity was interpolated from observed gravity values.
 PU0312
 PU0312;                    North         East    Units  Estimated Accuracy
 PU0312;SPC SD S     -   195,070.      430,170.      MT  (+/- 180 meters Scaled)
 PU0312
 PU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ039827(NAD 83)
 PU0312
 PU0312                          SUPERSEDED SURVEY CONTROL
 PU0312
 PU0312  NGVD 29 (??/??/92)  718.478  (m)         2357.21   (f) ADJ UNCH    2 0
 PU0312
 PU0312.Superseded values are not recommended for survey control.
 PU0312
 PU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0312.See file dsdata.pdf to determine how the superseded data were derived.
 PU0312
 PU0312_MARKER: DB = BENCH MARK DISK
 PU0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0312_SP_SET: BRIDGE
 PU0312_STAMPING: E 366 1962
 PU0312_MARK LOGO: CGS
 PU0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0312
 PU0312  HISTORY     - Date     Condition        Report By
 PU0312  HISTORY     - 1962     MONUMENTED       CGS
 PU0312
 PU0312                          STATION DESCRIPTION
 PU0312
 PU0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0312'0.8 MI NW FROM WASTA.
 PU0312'ABOUT 0.3 MILE NORTHWEST ALONG A PAVED ROAD FROM THE CHICAGO
 PU0312'AND NORTH WESTERN RAILWAY STATION AT WASTA, THENCE 0.45 MILE
 PU0312'SOUTHWEST ALONG U.S. HIGHWAYS 16 AND 14, 210 YARDS SOUTHWEST
 PU0312'OF THE JUNCTION OF THE CENTER LINES OF THE HIGHWAY AND A
 PU0312'GRAVELED ROAD LEADING NORTHWEST, 16 1/2 FEET SOUTH OF THE
 PU0312'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 PU0312'CONCRETE WINGWALL OF A HIGHWAY BRIDGE, ABOUT LEVEL WITH THE
 PU0312'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0392 ***********************************************************************
 PU0392  DESIGNATION -  E 367
 PU0392  PID         -  PU0392
 PU0392  STATE/COUNTY-  SD/PENNINGTON
 PU0392  COUNTRY     -  US
 PU0392  USGS QUAD   -  LAKE HILL (2017)
 PU0392
 PU0392                         *CURRENT SURVEY CONTROL
 PU0392  ______________________________________________________________________
 PU0392* NAD 83(1986) POSITION- 44 00 12.     (N) 102 13 51.     (W)   SCALED
 PU0392* NAVD 88 ORTHO HEIGHT -   848.615 (meters)     2784.16  (feet) ADJUSTED
 PU0392  ______________________________________________________________________
 PU0392  GEOID HEIGHT    -        -19.041 (meters)                     GEOID18
 PU0392  DYNAMIC HEIGHT  -        848.356 (meters)     2783.31  (feet) COMP
 PU0392  MODELED GRAVITY -    980,284.7   (mgal)                       NAVD 88
 PU0392
 PU0392  VERT ORDER      -  SECOND    CLASS 0
 PU0392
 PU0392.The horizontal coordinates were scaled from a map and have
 PU0392.an estimated accuracy of +/- 6 seconds.
 PU0392
 PU0392.The orthometric height was determined by differential leveling and
 PU0392.adjusted by the NATIONAL GEODETIC SURVEY
 PU0392.in June 1991.
 PU0392
 PU0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0392.GEOID18 height accuracy estimate available here.
 PU0392
 PU0392.Click photographs - Photos may exist for this station.
 PU0392
 PU0392.The dynamic height is computed by dividing the NAVD 88
 PU0392.geopotential number by the normal gravity value computed on the
 PU0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0392.degrees latitude (g = 980.6199 gals.).
 PU0392
 PU0392.The modeled gravity was interpolated from observed gravity values.
 PU0392
 PU0392;                    North         East    Units  Estimated Accuracy
 PU0392;SPC SD S     -   187,260.      447,840.      MT  (+/- 180 meters Scaled)
 PU0392
 PU0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ220759(NAD 83)
 PU0392
 PU0392                          SUPERSEDED SURVEY CONTROL
 PU0392
 PU0392  NGVD 29 (??/??/92)  848.156  (m)         2782.66   (f) ADJ UNCH    2 0
 PU0392
 PU0392.Superseded values are not recommended for survey control.
 PU0392
 PU0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0392.See file dsdata.pdf to determine how the superseded data were derived.
 PU0392
 PU0392_MARKER: DB = BENCH MARK DISK
 PU0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0392_STAMPING: E 367 1962
 PU0392_MARK LOGO: CGS
 PU0392_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0392+STABILITY: SURFACE MOTION
 PU0392
 PU0392  HISTORY     - Date     Condition        Report By
 PU0392  HISTORY     - 1962     MONUMENTED       CGS
 PU0392
 PU0392                          STATION DESCRIPTION
 PU0392
 PU0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0392'1 MI NE FROM WALL.
 PU0392'ABOUT 1.05 MILES NORTHEAST ALONG COUNTY ROAD 508 FROM THE POST
 PU0392'OFFICE AT WALL, 149 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 PU0392'OF THE COUNTY ROAD AND THE CHICAGO AND NORTH WESTERN RAILWAY,
 PU0392'88 FEET WEST OF THE CENTER LINE OF THE ROAD, 95 1/2 FEET SOUTH
 PU0392'OF THE SOUTH RAIL, 53 FEET SOUTH OF A TELEPHONE POLE, 39 1/2 FEET
 PU0392'WEST OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 2.0 FEET
 PU0392'WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 PU0392'THE RAILROAD AND THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0392'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1652 ***********************************************************************
 PU1652  DESIGNATION -  E 368
 PU1652  PID         -  PU1652
 PU1652  STATE/COUNTY-  SD/LAWRENCE
 PU1652  COUNTRY     -  US
 PU1652  USGS QUAD   -  STURGIS (2017)
 PU1652
 PU1652                         *CURRENT SURVEY CONTROL
 PU1652  ______________________________________________________________________
 PU1652* NAD 83(1986) POSITION- 44 26 39.     (N) 103 36 10.     (W)   SCALED
 PU1652* NAVD 88 ORTHO HEIGHT -  1097.492 (meters)     3600.69  (feet) ADJUSTED
 PU1652  ______________________________________________________________________
 PU1652  GEOID HEIGHT    -        -15.023 (meters)                     GEOID18
 PU1652  DYNAMIC HEIGHT  -       1097.126 (meters)     3599.49  (feet) COMP
 PU1652  MODELED GRAVITY -    980,246.2   (mgal)                       NAVD 88
 PU1652
 PU1652  VERT ORDER      -  FIRST     CLASS II
 PU1652
 PU1652.The horizontal coordinates were scaled from a map and have
 PU1652.an estimated accuracy of +/- 6 seconds.
 PU1652
 PU1652.The orthometric height was determined by differential leveling and
 PU1652.adjusted by the NATIONAL GEODETIC SURVEY
 PU1652.in June 1991.
 PU1652
 PU1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1652.GEOID18 height accuracy estimate available here.
 PU1652
 PU1652.Click photographs - Photos may exist for this station.
 PU1652
 PU1652.The dynamic height is computed by dividing the NAVD 88
 PU1652.geopotential number by the normal gravity value computed on the
 PU1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1652.degrees latitude (g = 980.6199 gals.).
 PU1652
 PU1652.The modeled gravity was interpolated from observed gravity values.
 PU1652
 PU1652;                    North         East    Units  Estimated Accuracy
 PU1652;SPC SD N     -    74,260.      313,300.      MT  (+/- 180 meters Scaled)
 PU1652
 PU1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK111221(NAD 83)
 PU1652
 PU1652                          SUPERSEDED SURVEY CONTROL
 PU1652
 PU1652  NGVD 29 (??/??/92) 1096.953  (m)         3598.92   (f) ADJ UNCH    1 2
 PU1652
 PU1652.Superseded values are not recommended for survey control.
 PU1652
 PU1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1652.See file dsdata.pdf to determine how the superseded data were derived.
 PU1652
 PU1652_MARKER: DB = BENCH MARK DISK
 PU1652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1652_SP_SET: CULVERT WINGWALL
 PU1652_STAMPING: E 368 1962
 PU1652_MARK LOGO: CGS
 PU1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1652+STABILITY: SURFACE MOTION
 PU1652
 PU1652  HISTORY     - Date     Condition        Report By
 PU1652  HISTORY     - 1962     MONUMENTED       CGS
 PU1652
 PU1652                          STATION DESCRIPTION
 PU1652
 PU1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1652'2.4 MI SE FROM WHITEWOOD.
 PU1652'ABOUT 2.35 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1652'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, IN
 PU1652'SECTION 35, T 6 N, R 4 E, 5 POLES SOUTHEAST OF MILEPOST 133,
 PU1652'12 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 4 FEET BELOW THE
 PU1652'LEVEL OF THE RAIL, AND SET IN THE TOP OF THE SOUTH STONE WINGWALL
 PU1652'OF A 24-INCH STEEL TUBULAR CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1793 ***********************************************************************
 PU1793  DESIGNATION -  E 369
 PU1793  PID         -  PU1793
 PU1793  STATE/COUNTY-  SD/BUTTE
 PU1793  COUNTRY     -  US
 PU1793  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1793
 PU1793                         *CURRENT SURVEY CONTROL
 PU1793  ______________________________________________________________________
 PU1793* NAD 83(1986) POSITION- 44 55 19.     (N) 103 46 57.     (W)   SCALED
 PU1793* NAVD 88 ORTHO HEIGHT -   932.113 (meters)     3058.11  (feet) ADJUSTED
 PU1793  ______________________________________________________________________
 PU1793  GEOID HEIGHT    -        -15.892 (meters)                     GEOID18
 PU1793  DYNAMIC HEIGHT  -        931.880 (meters)     3057.34  (feet) COMP
 PU1793  MODELED GRAVITY -    980,335.8   (mgal)                       NAVD 88
 PU1793
 PU1793  VERT ORDER      -  FIRST     CLASS II
 PU1793
 PU1793.The horizontal coordinates were scaled from a map and have
 PU1793.an estimated accuracy of +/- 6 seconds.
 PU1793
 PU1793.The orthometric height was determined by differential leveling and
 PU1793.adjusted by the NATIONAL GEODETIC SURVEY
 PU1793.in June 1991.
 PU1793
 PU1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1793.GEOID18 height accuracy estimate available here.
 PU1793
 PU1793.Click photographs - Photos may exist for this station.
 PU1793
 PU1793.The dynamic height is computed by dividing the NAVD 88
 PU1793.geopotential number by the normal gravity value computed on the
 PU1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1793.degrees latitude (g = 980.6199 gals.).
 PU1793
 PU1793.The modeled gravity was interpolated from observed gravity values.
 PU1793
 PU1793;                    North         East    Units  Estimated Accuracy
 PU1793;SPC SD N     -   127,940.      301,480.      MT  (+/- 180 meters Scaled)
 PU1793
 PU1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK960750(NAD 83)
 PU1793
 PU1793                          SUPERSEDED SURVEY CONTROL
 PU1793
 PU1793  NGVD 29 (??/??/92)  931.633  (m)         3056.53   (f) ADJ UNCH    1 2
 PU1793
 PU1793.Superseded values are not recommended for survey control.
 PU1793
 PU1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1793.See file dsdata.pdf to determine how the superseded data were derived.
 PU1793
 PU1793_MARKER: DB = BENCH MARK DISK
 PU1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1793_STAMPING: E 369 1962
 PU1793_MARK LOGO: CGS
 PU1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1793+STABILITY: SURFACE MOTION
 PU1793
 PU1793  HISTORY     - Date     Condition        Report By
 PU1793  HISTORY     - 1962     MONUMENTED       CGS
 PU1793
 PU1793                          STATION DESCRIPTION
 PU1793
 PU1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1793'18.7 MI N FROM BELLE FOURCHE.
 PU1793'ABOUT 18.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1793'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE
 PU1793'OUTSIDE OF A CURVE IN SECTION 8, T 11 N, R 3 E, 70 FEET EAST
 PU1793'OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET WEST OF A FENCE,
 PU1793'1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU1793'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1793'PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0377 ***********************************************************************
 OR0377  DESIGNATION -  E 37
 OR0377  PID         -  OR0377
 OR0377  STATE/COUNTY-  SD/BRULE
 OR0377  COUNTRY     -  US
 OR0377  USGS QUAD   -  PLATTE LAKE (2017)
 OR0377
 OR0377                         *CURRENT SURVEY CONTROL
 OR0377  ______________________________________________________________________
 OR0377* NAD 83(1986) POSITION- 43 41 41.     (N) 098 51 15.     (W)   SCALED
 OR0377* NAVD 88 ORTHO HEIGHT -   489.979 (meters)     1607.54  (feet) ADJUSTED
 OR0377  ______________________________________________________________________
 OR0377  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 OR0377  DYNAMIC HEIGHT  -        489.842 (meters)     1607.09  (feet) COMP
 OR0377  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 OR0377
 OR0377  VERT ORDER      -  FIRST     CLASS II
 OR0377
 OR0377.The horizontal coordinates were scaled from a map and have
 OR0377.an estimated accuracy of +/- 6 seconds.
 OR0377
 OR0377.The orthometric height was determined by differential leveling and
 OR0377.adjusted by the NATIONAL GEODETIC SURVEY
 OR0377.in June 1991.
 OR0377
 OR0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0377.GEOID18 height accuracy estimate available here.
 OR0377
 OR0377.Click photographs - Photos may exist for this station.
 OR0377
 OR0377.The dynamic height is computed by dividing the NAVD 88
 OR0377.geopotential number by the normal gravity value computed on the
 OR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0377.degrees latitude (g = 980.6199 gals.).
 OR0377
 OR0377.The modeled gravity was interpolated from observed gravity values.
 OR0377
 OR0377;                    North         East    Units  Estimated Accuracy
 OR0377;SPC SD S     -   152,300.      719,230.      MT  (+/- 180 meters Scaled)
 OR0377
 OR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP117379(NAD 83)
 OR0377
 OR0377                          SUPERSEDED SURVEY CONTROL
 OR0377
 OR0377  NGVD 29 (??/??/92)  489.626  (m)         1606.38   (f) ADJ UNCH    1 2
 OR0377
 OR0377.Superseded values are not recommended for survey control.
 OR0377
 OR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0377.See file dsdata.pdf to determine how the superseded data were derived.
 OR0377
 OR0377_MARKER: DB = BENCH MARK DISK
 OR0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0377_STAMPING: 1606.381 E 37 1933
 OR0377_MARK LOGO: CGS
 OR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0377+STABILITY: SURFACE MOTION
 OR0377
 OR0377  HISTORY     - Date     Condition        Report By
 OR0377  HISTORY     - 1933     MONUMENTED       CGS
 OR0377  HISTORY     - 1934     GOOD             CGS
 OR0377  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0377
 OR0377                          STATION DESCRIPTION
 OR0377
 OR0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0377'6 MI E FROM KIMBALL.
 OR0377'6.0 MILES EAST ALONG U.S. HIGHWAY 16 FROM KIMBALL, BRULE COUNTY,
 OR0377'THENCE 2.5 MILES SOUTH ALONG U.S. HIGHWAY 281, 67 FEET WEST
 OR0377'OF THE CENTER LINE OF THE HIGHWAY, AND AT A FENCE LINE.  A
 OR0377'STANDARD DISK, STAMPED 1606.381 E 37 1933 AND SET IN THE TOP
 OR0377'OF A CONCRETE POST PROJECTING 4.5 INCHES ABOVE GROUND.
 OR0377
 OR0377                          STATION RECOVERY (1934)
 OR0377
 OR0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0377'RECOVERED IN GOOD CONDITION.
 OR0377
 OR0377                          STATION RECOVERY (2012)
 OR0377
 OR0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0211 ***********************************************************************
 OS0211  DESIGNATION -  E 370
 OS0211  PID         -  OS0211
 OS0211  STATE/COUNTY-  SD/JONES
 OS0211  COUNTRY     -  US
 OS0211  USGS QUAD   -  OKATON (2017)
 OS0211
 OS0211                         *CURRENT SURVEY CONTROL
 OS0211  ______________________________________________________________________
 OS0211* NAD 83(1986) POSITION- 43 53 12.     (N) 100 55 33.     (W)   SCALED
 OS0211* NAVD 88 ORTHO HEIGHT -   712.487 (meters)     2337.55  (feet) ADJUSTED
 OS0211  ______________________________________________________________________
 OS0211  GEOID HEIGHT    -        -23.592 (meters)                     GEOID18
 OS0211  DYNAMIC HEIGHT  -        712.251 (meters)     2336.78  (feet) COMP
 OS0211  MODELED GRAVITY -    980,264.8   (mgal)                       NAVD 88
 OS0211
 OS0211  VERT ORDER      -  FIRST     CLASS II
 OS0211
 OS0211.The horizontal coordinates were scaled from a map and have
 OS0211.an estimated accuracy of +/- 6 seconds.
 OS0211
 OS0211.The orthometric height was determined by differential leveling and
 OS0211.adjusted by the NATIONAL GEODETIC SURVEY
 OS0211.in June 1991.
 OS0211
 OS0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0211.GEOID18 height accuracy estimate available here.
 OS0211
 OS0211.Click photographs - Photos may exist for this station.
 OS0211
 OS0211.The dynamic height is computed by dividing the NAVD 88
 OS0211.geopotential number by the normal gravity value computed on the
 OS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0211.degrees latitude (g = 980.6199 gals.).
 OS0211
 OS0211.The modeled gravity was interpolated from observed gravity values.
 OS0211
 OS0211;                    North         East    Units  Estimated Accuracy
 OS0211;SPC SD S     -   172,730.      552,390.      MT  (+/- 180 meters Scaled)
 OS0211
 OS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP453610(NAD 83)
 OS0211
 OS0211                          SUPERSEDED SURVEY CONTROL
 OS0211
 OS0211  NGVD 29 (??/??/92)  712.018  (m)         2336.01   (f) ADJ UNCH    1 2
 OS0211
 OS0211.Superseded values are not recommended for survey control.
 OS0211
 OS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0211.See file dsdata.pdf to determine how the superseded data were derived.
 OS0211
 OS0211_MARKER: DB = BENCH MARK DISK
 OS0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0211_STAMPING: E 370 1962
 OS0211_MARK LOGO: CGS
 OS0211_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0211+STABILITY: SURFACE MOTION
 OS0211
 OS0211  HISTORY     - Date     Condition        Report By
 OS0211  HISTORY     - 1962     MONUMENTED       CGS
 OS0211  HISTORY     - 1985     GOOD             NGS
 OS0211
 OS0211                          STATION DESCRIPTION
 OS0211
 OS0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0211'1.9 MI W FROM OKATON.
 OS0211'ABOUT 1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0211'PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN SECTION
 OS0211'7, T 2 S, R 27 E, 8 POLES EAST OF MILE POST 529 AND AT A ROAD
 OS0211'CROSSING, 42 FEET SOUTH OF RAIL, 95 FEET WEST OF THE CENTER LINE
 OS0211'OF THE ROAD, 30 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTH OF
 OS0211'A FENCE, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 OS0211'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OS0211'POST PROJECTING 6 INCHES.
 OS0211
 OS0211                          STATION RECOVERY (1985)
 OS0211
 OS0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0211'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.05 KM (1.90
 OS0211'MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION OF I 90 EXIT
 OS0211'183 AT OKATON, THENCE 0.83 KM (0.52 FT) SOUTH ALONG A GRAVEL ROAD, IN
 OS0211'THE SOUTHWEST CORNER OF THE JUNCTION OF THE OLD ABANDON RAILROAD BED,
 OS0211'29.0 METERS (95 FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 12.8 METERS
 OS0211'(42 FT) SOUTH OF THE SOUTH RAIL, 9.1 METERS (30 FT) WEST OF A
 OS0211'TELEPHONE POLE AND 0.6 METER (2 FT) NORTH OF A FENCE.
 OS0211'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 OS0211'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0511 ***********************************************************************
 PT0511  DESIGNATION -  E 371
 PT0511  PID         -  PT0511
 PT0511  STATE/COUNTY-  SD/HAAKON
 PT0511  COUNTRY     -  US
 PT0511  USGS QUAD   -  ELBON (2017)
 PT0511
 PT0511                         *CURRENT SURVEY CONTROL
 PT0511  ______________________________________________________________________
 PT0511* NAD 83(1986) POSITION- 44 17 02.     (N) 101 40 21.     (W)   SCALED
 PT0511* NAVD 88 ORTHO HEIGHT -   755.577 (meters)     2478.92  (feet) ADJUSTED
 PT0511  ______________________________________________________________________
 PT0511  GEOID HEIGHT    -        -20.981 (meters)                     GEOID18
 PT0511  DYNAMIC HEIGHT  -        755.367 (meters)     2478.23  (feet) COMP
 PT0511  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 PT0511
 PT0511  VERT ORDER      -  FIRST     CLASS II
 PT0511
 PT0511.The horizontal coordinates were scaled from a map and have
 PT0511.an estimated accuracy of +/- 6 seconds.
 PT0511
 PT0511.The orthometric height was determined by differential leveling and
 PT0511.adjusted by the NATIONAL GEODETIC SURVEY
 PT0511.in June 1991.
 PT0511
 PT0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0511.GEOID18 height accuracy estimate available here.
 PT0511
 PT0511.Click photographs - Photos may exist for this station.
 PT0511
 PT0511.The dynamic height is computed by dividing the NAVD 88
 PT0511.geopotential number by the normal gravity value computed on the
 PT0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0511.degrees latitude (g = 980.6199 gals.).
 PT0511
 PT0511.The modeled gravity was interpolated from observed gravity values.
 PT0511
 PT0511;                    North         East    Units  Estimated Accuracy
 PT0511;SPC SD S     -   217,560.      493,110.      MT  (+/- 180 meters Scaled)
 PT0511
 PT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ867068(NAD 83)
 PT0511
 PT0511                          SUPERSEDED SURVEY CONTROL
 PT0511
 PT0511  NGVD 29 (??/??/92)  755.110  (m)         2477.39   (f) ADJ UNCH    1 2
 PT0511
 PT0511.Superseded values are not recommended for survey control.
 PT0511
 PT0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0511.See file dsdata.pdf to determine how the superseded data were derived.
 PT0511
 PT0511_MARKER: DB = BENCH MARK DISK
 PT0511_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0511_SP_SET: BOX CULVERT WINGWALL
 PT0511_STAMPING: E 371 1962
 PT0511_MARK LOGO: CGS
 PT0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0511+STABILITY: SURFACE MOTION
 PT0511
 PT0511  HISTORY     - Date     Condition        Report By
 PT0511  HISTORY     - 1962     MONUMENTED       CGS
 PT0511
 PT0511                          STATION DESCRIPTION
 PT0511
 PT0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0511'12.4 MI S FROM MILESVILLE.
 PT0511'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0511'THE LUTHERAN HOUR AT MILESVILLE, THENCE 8.35 MILES SOUTH
 PT0511'ALONG STATE HIGHWAY 73, AT THE INTERSECTION OF AN EAST-WEST
 PT0511'ROAD, 156 FEET SOUTH OF CENTERLINE OF THE ROAD LEADING WESTERLY,
 PT0511'16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT LEVEL
 PT0511'WITH THE HIGHWAY, AND SET IN THE NORTHWEST WINGWALL OF A LARGE
 PT0511'CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0611 ***********************************************************************
 PT0611  DESIGNATION -  E 372
 PT0611  PID         -  PT0611
 PT0611  STATE/COUNTY-  SD/HAAKON
 PT0611  COUNTRY     -  US
 PT0611  USGS QUAD   -  PHILIP SE (2017)
 PT0611
 PT0611                         *CURRENT SURVEY CONTROL
 PT0611  ______________________________________________________________________
 PT0611* NAD 83(1986) POSITION- 44 02 24.     (N) 101 33 06.     (W)   SCALED
 PT0611* NAVD 88 ORTHO HEIGHT -   633.846 (meters)     2079.54  (feet) ADJUSTED
 PT0611  ______________________________________________________________________
 PT0611  GEOID HEIGHT    -        -21.528 (meters)                     GEOID18
 PT0611  DYNAMIC HEIGHT  -        633.656 (meters)     2078.92  (feet) COMP
 PT0611  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 PT0611
 PT0611  VERT ORDER      -  SECOND    CLASS 0
 PT0611
 PT0611.The horizontal coordinates were scaled from a map and have
 PT0611.an estimated accuracy of +/- 6 seconds.
 PT0611
 PT0611.The orthometric height was determined by differential leveling and
 PT0611.adjusted by the NATIONAL GEODETIC SURVEY
 PT0611.in June 1991.
 PT0611
 PT0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0611.GEOID18 height accuracy estimate available here.
 PT0611
 PT0611.Click photographs - Photos may exist for this station.
 PT0611
 PT0611.The dynamic height is computed by dividing the NAVD 88
 PT0611.geopotential number by the normal gravity value computed on the
 PT0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0611.degrees latitude (g = 980.6199 gals.).
 PT0611
 PT0611.The modeled gravity was interpolated from observed gravity values.
 PT0611
 PT0611;                    North         East    Units  Estimated Accuracy
 PT0611;SPC SD S     -   190,320.      502,360.      MT  (+/- 180 meters Scaled)
 PT0611
 PT0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP955794(NAD 83)
 PT0611
 PT0611                          SUPERSEDED SURVEY CONTROL
 PT0611
 PT0611  NGVD 29 (??/??/92)  633.387  (m)         2078.04   (f) ADJ UNCH    2 0
 PT0611
 PT0611.Superseded values are not recommended for survey control.
 PT0611
 PT0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0611.See file dsdata.pdf to determine how the superseded data were derived.
 PT0611
 PT0611_MARKER: DB = BENCH MARK DISK
 PT0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0611_STAMPING: E 372 1962
 PT0611_MARK LOGO: CGS
 PT0611_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0611+STABILITY: SURFACE MOTION
 PT0611
 PT0611  HISTORY     - Date     Condition        Report By
 PT0611  HISTORY     - 1962     MONUMENTED       CGS
 PT0611
 PT0611                          STATION DESCRIPTION
 PT0611
 PT0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0611'5.9 MI E FROM PHILIP.
 PT0611'ABOUT 5.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0611'FROM THE STATION AT PHILIP, IN SECTION 14, T 1 N, R 21 E, 5 1/2
 PT0611'POLES WEST OF MILE POST 554, 74 FEET NORTH OF THE NORTH RAIL,
 PT0611'3 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF AN EAST-WEST
 PT0611'FENCE, 3 FEET WEST OF A T FENCE LEADING NORTH, 2.0 FEET NORTH OF
 PT0611'A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL,
 PT0611'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0668 ***********************************************************************
 PT0668  DESIGNATION -  E 373
 PT0668  PID         -  PT0668
 PT0668  STATE/COUNTY-  SD/HAAKON
 PT0668  COUNTRY     -  US
 PT0668  USGS QUAD   -  HARTLEY (2017)
 PT0668
 PT0668                         *CURRENT SURVEY CONTROL
 PT0668  ______________________________________________________________________
 PT0668* NAD 83(1986) POSITION- 44 24 05.     (N) 101 46 49.     (W)   SCALED
 PT0668* NAVD 88 ORTHO HEIGHT -   757.489 (meters)     2485.20  (feet) ADJUSTED
 PT0668  ______________________________________________________________________
 PT0668  GEOID HEIGHT    -        -20.625 (meters)                     GEOID18
 PT0668  DYNAMIC HEIGHT  -        757.290 (meters)     2484.54  (feet) COMP
 PT0668  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 PT0668
 PT0668  VERT ORDER      -  FIRST     CLASS II
 PT0668
 PT0668.The horizontal coordinates were scaled from a map and have
 PT0668.an estimated accuracy of +/- 6 seconds.
 PT0668
 PT0668.The orthometric height was determined by differential leveling and
 PT0668.adjusted by the NATIONAL GEODETIC SURVEY
 PT0668.in October 1997.
 PT0668
 PT0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0668.GEOID18 height accuracy estimate available here.
 PT0668
 PT0668.Click photographs - Photos may exist for this station.
 PT0668
 PT0668.The dynamic height is computed by dividing the NAVD 88
 PT0668.geopotential number by the normal gravity value computed on the
 PT0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0668.degrees latitude (g = 980.6199 gals.).
 PT0668
 PT0668.The modeled gravity was interpolated from observed gravity values.
 PT0668
 PT0668;                    North         East    Units  Estimated Accuracy
 PT0668;SPC SD S     -   230,760.      484,740.      MT  (+/- 180 meters Scaled)
 PT0668
 PT0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ786202(NAD 83)
 PT0668
 PT0668                          SUPERSEDED SURVEY CONTROL
 PT0668
 PT0668  NAVD 88 (06/15/91)  757.448  (m)         2485.06   (f) SUPERSEDED  1 2
 PT0668  NGVD 29 (??/??/92)  756.986  (m)         2483.54   (f) ADJ UNCH    1 2
 PT0668
 PT0668.Superseded values are not recommended for survey control.
 PT0668
 PT0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0668.See file dsdata.pdf to determine how the superseded data were derived.
 PT0668
 PT0668_MARKER: DB = BENCH MARK DISK
 PT0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0668_STAMPING: E 373 1962
 PT0668_MARK LOGO: CGS
 PT0668_PROJECTION: FLUSH
 PT0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0668+STABILITY: SURFACE MOTION
 PT0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0668+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0668
 PT0668  HISTORY     - Date     Condition        Report By
 PT0668  HISTORY     - 1962     MONUMENTED       CGS
 PT0668  HISTORY     - 19950605 GOOD             NGS
 PT0668  HISTORY     - 20120612 GOOD             INDIV
 PT0668
 PT0668                          STATION DESCRIPTION
 PT0668
 PT0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0668'9.1 MI SW FROM MILESVILLE.
 PT0668'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0668'THE LUTHERAN HOUR AT MILESVILLE, THENCE 5.1 MILES WEST ALONG
 PT0668'STATE HIGHWAY 34 AND 73, 99 FEET NORTH OF THE CENTERLINE OF THE
 PT0668'HIGHWAY, 42 FEET SOUTH OF A POWER POLE, 2 FEET SOUTH OF A FENCE,
 PT0668'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PT0668'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PT0668'PROJECTING ABOUT 6 INCHES.
 PT0668
 PT0668                          STATION RECOVERY (1995)
 PT0668
 PT0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0668'37.6 KM (23.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0668'OF STATE HIGHWAY 73 IN HOWES, 635.0 M (2083.3 FT) WEST OF MILEPOST
 PT0668'137, 29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.8 M (42.0
 PT0668'FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.5 M
 PT0668'(1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PT0668'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PT0668
 PT0668                          STATION RECOVERY (2012)
 PT0668
 PT0668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0703 ***********************************************************************
 PT0703  DESIGNATION -  E 374
 PT0703  PID         -  PT0703
 PT0703  STATE/COUNTY-  SD/HAAKON
 PT0703  COUNTRY     -  US
 PT0703  USGS QUAD   -  HILLAND (2017)
 PT0703
 PT0703                         *CURRENT SURVEY CONTROL
 PT0703  ______________________________________________________________________
 PT0703* NAD 83(1986) POSITION- 44 17 03.     (N) 101 47 15.     (W)   SCALED
 PT0703* NAVD 88 ORTHO HEIGHT -   791.522 (meters)     2596.85  (feet) ADJUSTED
 PT0703  ______________________________________________________________________
 PT0703  GEOID HEIGHT    -        -20.590 (meters)                     GEOID18
 PT0703  DYNAMIC HEIGHT  -        791.301 (meters)     2596.13  (feet) COMP
 PT0703  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PT0703
 PT0703  VERT ORDER      -  SECOND    CLASS 0
 PT0703
 PT0703.The horizontal coordinates were scaled from a map and have
 PT0703.an estimated accuracy of +/- 6 seconds.
 PT0703
 PT0703.The orthometric height was determined by differential leveling and
 PT0703.adjusted by the NATIONAL GEODETIC SURVEY
 PT0703.in June 1991.
 PT0703
 PT0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0703.GEOID18 height accuracy estimate available here.
 PT0703
 PT0703.Click photographs - Photos may exist for this station.
 PT0703
 PT0703.The dynamic height is computed by dividing the NAVD 88
 PT0703.geopotential number by the normal gravity value computed on the
 PT0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0703.degrees latitude (g = 980.6199 gals.).
 PT0703
 PT0703.The modeled gravity was interpolated from observed gravity values.
 PT0703
 PT0703;                    North         East    Units  Estimated Accuracy
 PT0703;SPC SD S     -   217,750.      483,930.      MT  (+/- 180 meters Scaled)
 PT0703
 PT0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ775072(NAD 83)
 PT0703
 PT0703                          SUPERSEDED SURVEY CONTROL
 PT0703
 PT0703  NGVD 29 (??/??/92)  791.056  (m)         2595.32   (f) ADJ UNCH    2 0
 PT0703
 PT0703.Superseded values are not recommended for survey control.
 PT0703
 PT0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0703.See file dsdata.pdf to determine how the superseded data were derived.
 PT0703
 PT0703_MARKER: DB = BENCH MARK DISK
 PT0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0703_STAMPING: E 374 1962
 PT0703_MARK LOGO: CGS
 PT0703_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0703+STABILITY: SURFACE MOTION
 PT0703
 PT0703  HISTORY     - Date     Condition        Report By
 PT0703  HISTORY     - 1962     MONUMENTED       CGS
 PT0703
 PT0703                          STATION DESCRIPTION
 PT0703
 PT0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0703'3.5 MI E FROM HILLAND.
 PT0703'ABOUT 3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0703'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVEL ROAD AND A
 PT0703'ROAD LEADING NORTH, IN SECTION 23, T 4 N, R 19 E, 135 FEET NORTH
 PT0703'OF THE CENTER LINE OF THE ROAD, 36 FEET WEST OF THE CENTER LINE
 PT0703'OF THE NORTH-SOUTH ROAD, 92 FEET NORTHEAST OF A POWER POLE, 1.6
 PT0703'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, ABOUT
 PT0703'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PT0703'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0377 ***********************************************************************
 PU0377  DESIGNATION -  E 375
 PU0377  PID         -  PU0377
 PU0377  STATE/COUNTY-  SD/PENNINGTON
 PU0377  COUNTRY     -  US
 PU0377  USGS QUAD   -  PEDRO (2017)
 PU0377
 PU0377                         *CURRENT SURVEY CONTROL
 PU0377  ______________________________________________________________________
 PU0377* NAD 83(1986) POSITION- 44 24 03.     (N) 102 07 06.     (W)   SCALED
 PU0377* NAVD 88 ORTHO HEIGHT -   622.814 (meters)     2043.35  (feet) ADJUSTED
 PU0377  ______________________________________________________________________
 PU0377  GEOID HEIGHT    -        -19.672 (meters)                     GEOID18
 PU0377  DYNAMIC HEIGHT  -        622.667 (meters)     2042.87  (feet) COMP
 PU0377  MODELED GRAVITY -    980,361.3   (mgal)                       NAVD 88
 PU0377
 PU0377  VERT ORDER      -  SECOND    CLASS 0
 PU0377
 PU0377.The horizontal coordinates were scaled from a map and have
 PU0377.an estimated accuracy of +/- 6 seconds.
 PU0377
 PU0377.The orthometric height was determined by differential leveling and
 PU0377.adjusted by the NATIONAL GEODETIC SURVEY
 PU0377.in June 1991.
 PU0377
 PU0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0377.GEOID18 height accuracy estimate available here.
 PU0377
 PU0377.Click photographs - Photos may exist for this station.
 PU0377
 PU0377.The dynamic height is computed by dividing the NAVD 88
 PU0377.geopotential number by the normal gravity value computed on the
 PU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0377.degrees latitude (g = 980.6199 gals.).
 PU0377
 PU0377.The modeled gravity was interpolated from observed gravity values.
 PU0377
 PU0377;                    North         East    Units  Estimated Accuracy
 PU0377;SPC SD S     -   231,220.      457,810.      MT  (+/- 180 meters Scaled)
 PU0377
 PU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK294204(NAD 83)
 PU0377
 PU0377                          SUPERSEDED SURVEY CONTROL
 PU0377
 PU0377  NGVD 29 (??/??/92)  622.368  (m)         2041.89   (f) ADJ UNCH    2 0
 PU0377
 PU0377.Superseded values are not recommended for survey control.
 PU0377
 PU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0377.See file dsdata.pdf to determine how the superseded data were derived.
 PU0377
 PU0377_MARKER: DB = BENCH MARK DISK
 PU0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0377_STAMPING: E 375 1962
 PU0377_MARK LOGO: CGS
 PU0377_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0377+STABILITY: SURFACE MOTION
 PU0377
 PU0377  HISTORY     - Date     Condition        Report By
 PU0377  HISTORY     - 1962     MONUMENTED       CGS
 PU0377  HISTORY     - 1962     GOOD             CGS
 PU0377
 PU0377                          STATION DESCRIPTION
 PU0377
 PU0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0377'1.4 MI S FROM PEDRO.
 PU0377'ABOUT 1.0 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0377'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD, AT THE
 PU0377'JUNCTION OF THE GRAVELED ROAD AND A ROAD LEADING SOUTHWEST AND
 PU0377'SOUTHEAST, IN SECTION 18, T 5 N, R 17 E, 58 FEET WEST OF THE
 PU0377'CENTER LINE OF THE ROAD, 53 FEET NORTHWEST OF THE CENTER LINE
 PU0377'OF THE ROAD FORMING THE NORTHWEST SIDE OF A TRIANGULAR ROAD
 PU0377'JUNCTION, 3 FEET WEST OF A POWER POLE, 2.3 FEET NORTH OF A METAL
 PU0377'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PU0377'A CONCRETE POST PROJECTING 6 INCHES.
 PU0377
 PU0377                          STATION RECOVERY (1962)
 PU0377
 PU0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2086 ***********************************************************************
 PU2086  DESIGNATION -  E 376
 PU2086  PID         -  PU2086
 PU2086  STATE/COUNTY-  SD/LAWRENCE
 PU2086  COUNTRY     -  US
 PU2086  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2086
 PU2086                         *CURRENT SURVEY CONTROL
 PU2086  ______________________________________________________________________
 PU2086* NAD 83(1986) POSITION- 44 32 08.     (N) 103 56 53.     (W)   SCALED
 PU2086* NAVD 88 ORTHO HEIGHT -  1093.617 (meters)     3587.98  (feet) ADJUSTED
 PU2086  ______________________________________________________________________
 PU2086  GEOID HEIGHT    -        -14.638 (meters)                     GEOID18
 PU2086  DYNAMIC HEIGHT  -       1093.252 (meters)     3586.78  (feet) COMP
 PU2086  MODELED GRAVITY -    980,246.0   (mgal)                       NAVD 88
 PU2086
 PU2086  VERT ORDER      -  SECOND    CLASS 0
 PU2086
 PU2086.The horizontal coordinates were scaled from a map and have
 PU2086.an estimated accuracy of +/- 6 seconds.
 PU2086
 PU2086.The orthometric height was determined by differential leveling and
 PU2086.adjusted by the NATIONAL GEODETIC SURVEY
 PU2086.in June 1991.
 PU2086
 PU2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2086.GEOID18 height accuracy estimate available here.
 PU2086
 PU2086.Click photographs - Photos may exist for this station.
 PU2086
 PU2086.The dynamic height is computed by dividing the NAVD 88
 PU2086.geopotential number by the normal gravity value computed on the
 PU2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2086.degrees latitude (g = 980.6199 gals.).
 PU2086
 PU2086.The modeled gravity was interpolated from observed gravity values.
 PU2086
 PU2086;                    North         East    Units  Estimated Accuracy
 PU2086;SPC SD N     -    85,680.      286,340.      MT  (+/- 180 meters Scaled)
 PU2086
 PU2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK835318(NAD 83)
 PU2086
 PU2086                          SUPERSEDED SURVEY CONTROL
 PU2086
 PU2086  NGVD 29 (??/??/92) 1093.062  (m)         3586.15   (f) ADJ UNCH    2 0
 PU2086
 PU2086.Superseded values are not recommended for survey control.
 PU2086
 PU2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2086.See file dsdata.pdf to determine how the superseded data were derived.
 PU2086
 PU2086_MARKER: DB = BENCH MARK DISK
 PU2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2086_STAMPING: E 376 1962
 PU2086_MARK LOGO: CGS
 PU2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2086+STABILITY: SURFACE MOTION
 PU2086
 PU2086  HISTORY     - Date     Condition        Report By
 PU2086  HISTORY     - 1962     MONUMENTED       CGS
 PU2086
 PU2086                          STATION DESCRIPTION
 PU2086
 PU2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2086'7.1 MI NW FROM SPEARFISH.
 PU2086'2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU2086'SPEARFISH TO THE JUNCTION OF U.S. HIGHWAY 14, THENCE 5.1 MILE
 PU2086'WEST ALONG U.S. HIGHWAY 14 TO A CURVE AND A TRACK ROAD TO A
 PU2086'PASTURE, 47 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PU2086'15 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 61 FEET
 PU2086'NORTHWEST AND ACROSS THE FENCE FROM A POWER POLE, 1.8 FEET
 PU2086'SOUTHWEST OF A FENCE LINE, 1.5 FEET SOUTHEAST OF A WITNESS POST,
 PU2086'3.5 FEET BELOW THE HIGHWAY A CONCRETE POST PROJECTING ABOUT
 PU2086'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1710 ***********************************************************************
 PU1710  DESIGNATION -  E 377
 PU1710  PID         -  PU1710
 PU1710  STATE/COUNTY-  SD/LAWRENCE
 PU1710  COUNTRY     -  US
 PU1710  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1710
 PU1710                         *CURRENT SURVEY CONTROL
 PU1710  ______________________________________________________________________
 PU1710* NAD 83(1986) POSITION- 44 26 05.     (N) 103 40 47.     (W)   SCALED
 PU1710* NAVD 88 ORTHO HEIGHT -  1219.488 (meters)     4000.94  (feet) ADJUSTED
 PU1710  ______________________________________________________________________
 PU1710  GEOID HEIGHT    -        -14.616 (meters)                     GEOID18
 PU1710  DYNAMIC HEIGHT  -       1219.068 (meters)     3999.56  (feet) COMP
 PU1710  MODELED GRAVITY -    980,230.5   (mgal)                       NAVD 88
 PU1710
 PU1710  VERT ORDER      -  SECOND    CLASS 0
 PU1710
 PU1710.The horizontal coordinates were scaled from a map and have
 PU1710.an estimated accuracy of +/- 6 seconds.
 PU1710
 PU1710.The orthometric height was determined by differential leveling and
 PU1710.adjusted by the NATIONAL GEODETIC SURVEY
 PU1710.in June 1991.
 PU1710
 PU1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1710.GEOID18 height accuracy estimate available here.
 PU1710
 PU1710.Click photographs - Photos may exist for this station.
 PU1710
 PU1710.The dynamic height is computed by dividing the NAVD 88
 PU1710.geopotential number by the normal gravity value computed on the
 PU1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1710.degrees latitude (g = 980.6199 gals.).
 PU1710
 PU1710.The modeled gravity was interpolated from observed gravity values.
 PU1710
 PU1710;                    North         East    Units  Estimated Accuracy
 PU1710;SPC SD N     -    73,490.      307,130.      MT  (+/- 180 meters Scaled)
 PU1710
 PU1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK050210(NAD 83)
 PU1710
 PU1710                          SUPERSEDED SURVEY CONTROL
 PU1710
 PU1710  NGVD 29 (??/??/92) 1218.942  (m)         3999.15   (f) ADJ UNCH    2 0
 PU1710
 PU1710.Superseded values are not recommended for survey control.
 PU1710
 PU1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1710.See file dsdata.pdf to determine how the superseded data were derived.
 PU1710
 PU1710_MARKER: DB = BENCH MARK DISK
 PU1710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1710_SP_SET: BUILDING
 PU1710_STAMPING: E 377 1962
 PU1710_MARK LOGO: CGS
 PU1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1710
 PU1710  HISTORY     - Date     Condition        Report By
 PU1710  HISTORY     - 1962     MONUMENTED       CGS
 PU1710
 PU1710                          STATION DESCRIPTION
 PU1710
 PU1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1710'11.8 MI SE FROM SPEARFISH.
 PU1710'9.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1710'AT SPEARFISH, THENCE 2.55 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 PU1710'AT A ROCK SCHOOL HOUSE, SET VERTICAL IN THE SOUTH FACE OF THE
 PU1710'SCHOOL, 3.5 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 PU1710'7.2 FEET WEST OF THE CENTERLINE OF THE ENTRANCE, 2 FEET ABOVE
 PU1710'THE GROUND, ABOUT 1.5 FEET ABOVE THE ROAD, DRILLED IN VERTICAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0444 ***********************************************************************
 PU0444  DESIGNATION -  E 378
 PU0444  PID         -  PU0444
 PU0444  STATE/COUNTY-  SD/PENNINGTON
 PU0444  COUNTRY     -  US
 PU0444  USGS QUAD   -  RAINY CREEK (2017)
 PU0444
 PU0444                         *CURRENT SURVEY CONTROL
 PU0444  ______________________________________________________________________
 PU0444* NAD 83(1986) POSITION- 44 14 24.     (N) 102 08 51.     (W)   SCALED
 PU0444* NAVD 88 ORTHO HEIGHT -   782.322 (meters)     2566.67  (feet) ADJUSTED
 PU0444  ______________________________________________________________________
 PU0444  GEOID HEIGHT    -        -19.461 (meters)                     GEOID18
 PU0444  DYNAMIC HEIGHT  -        782.105 (meters)     2565.96  (feet) COMP
 PU0444  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 PU0444
 PU0444  VERT ORDER      -  SECOND    CLASS 0
 PU0444
 PU0444.The horizontal coordinates were scaled from a map and have
 PU0444.an estimated accuracy of +/- 6 seconds.
 PU0444
 PU0444.The orthometric height was determined by differential leveling and
 PU0444.adjusted by the NATIONAL GEODETIC SURVEY
 PU0444.in June 1991.
 PU0444
 PU0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0444.GEOID18 height accuracy estimate available here.
 PU0444
 PU0444.Click photographs - Photos may exist for this station.
 PU0444
 PU0444.The dynamic height is computed by dividing the NAVD 88
 PU0444.geopotential number by the normal gravity value computed on the
 PU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0444.degrees latitude (g = 980.6199 gals.).
 PU0444
 PU0444.The modeled gravity was interpolated from observed gravity values.
 PU0444
 PU0444;                    North         East    Units  Estimated Accuracy
 PU0444;SPC SD S     -   213,400.      455,100.      MT  (+/- 180 meters Scaled)
 PU0444
 PU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK277024(NAD 83)
 PU0444
 PU0444                          SUPERSEDED SURVEY CONTROL
 PU0444
 PU0444  NGVD 29 (??/??/92)  781.865  (m)         2565.17   (f) ADJ UNCH    2 0
 PU0444
 PU0444.Superseded values are not recommended for survey control.
 PU0444
 PU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0444.See file dsdata.pdf to determine how the superseded data were derived.
 PU0444
 PU0444_MARKER: DB = BENCH MARK DISK
 PU0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0444_STAMPING: E 378 1962
 PU0444_MARK LOGO: CGS
 PU0444_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0444+STABILITY: SURFACE MOTION
 PU0444
 PU0444  HISTORY     - Date     Condition        Report By
 PU0444  HISTORY     - 1962     MONUMENTED       CGS
 PU0444
 PU0444                          STATION DESCRIPTION
 PU0444
 PU0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0444'4 MI SE FROM CREIGHTON.
 PU0444'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0444'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0444'GRAVELED ROAD, 35 1/2 FEET EAST OF THE CENTER LINE OF A GRAVELED
 PU0444'ROAD, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD JUNCTION,
 PU0444'28 1/2 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD, 7.6 FEET
 PU0444'NORTH OF A BRACED POWER POLE, 2.4 FEET SOUTHWEST OF A METAL
 PU0444'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0444'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0540 ***********************************************************************
 PU0540  DESIGNATION -  E 379
 PU0540  PID         -  PU0540
 PU0540  STATE/COUNTY-  SD/PENNINGTON
 PU0540  COUNTRY     -  US
 PU0540  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0540
 PU0540                         *CURRENT SURVEY CONTROL
 PU0540  ______________________________________________________________________
 PU0540* NAD 83(1986) POSITION- 44 06 37.     (N) 102 06 28.     (W)   SCALED
 PU0540* NAVD 88 ORTHO HEIGHT -   864.151 (meters)     2835.14  (feet) ADJUSTED
 PU0540  ______________________________________________________________________
 PU0540  GEOID HEIGHT    -        -19.455 (meters)                     GEOID18
 PU0540  DYNAMIC HEIGHT  -        863.901 (meters)     2834.32  (feet) COMP
 PU0540  MODELED GRAVITY -    980,299.0   (mgal)                       NAVD 88
 PU0540
 PU0540  VERT ORDER      -  SECOND    CLASS 0
 PU0540
 PU0540.The horizontal coordinates were scaled from a map and have
 PU0540.an estimated accuracy of +/- 6 seconds.
 PU0540
 PU0540.The orthometric height was determined by differential leveling and
 PU0540.adjusted by the NATIONAL GEODETIC SURVEY
 PU0540.in June 1991.
 PU0540
 PU0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0540.GEOID18 height accuracy estimate available here.
 PU0540
 PU0540.Click photographs - Photos may exist for this station.
 PU0540
 PU0540.The dynamic height is computed by dividing the NAVD 88
 PU0540.geopotential number by the normal gravity value computed on the
 PU0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0540.degrees latitude (g = 980.6199 gals.).
 PU0540
 PU0540.The modeled gravity was interpolated from observed gravity values.
 PU0540
 PU0540;                    North         East    Units  Estimated Accuracy
 PU0540;SPC SD S     -   198,930.      457,960.      MT  (+/- 180 meters Scaled)
 PU0540
 PU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ314881(NAD 83)
 PU0540
 PU0540                          SUPERSEDED SURVEY CONTROL
 PU0540
 PU0540  NGVD 29 (??/??/92)  863.700  (m)         2833.66   (f) ADJ UNCH    2 0
 PU0540
 PU0540.Superseded values are not recommended for survey control.
 PU0540
 PU0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0540.See file dsdata.pdf to determine how the superseded data were derived.
 PU0540
 PU0540_MARKER: DB = BENCH MARK DISK
 PU0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0540_STAMPING: E 379 1962
 PU0540_MARK LOGO: CGS
 PU0540_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0540+STABILITY: SURFACE MOTION
 PU0540
 PU0540  HISTORY     - Date     Condition        Report By
 PU0540  HISTORY     - 1962     MONUMENTED       CGS
 PU0540
 PU0540                          STATION DESCRIPTION
 PU0540
 PU0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0540'9.7 MI NE FROM QUINN.
 PU0540'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0540'AT QUINN, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 0.4 MILE
 PU0540'EAST OF THE CREST OF A HILL, 66.4 FEET NORTH OF AND ACROSS THE
 PU0540'ROAD FROM A POWER POLE, 109 FEET WEST OF A CORNER FENCE POST,
 PU0540'33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH
 PU0540'OF A FENCE, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 PU0540'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0540'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0155 ***********************************************************************
 OS0155  DESIGNATION -  E 38
 OS0155  PID         -  OS0155
 OS0155  STATE/COUNTY-  SD/TODD
 OS0155  COUNTRY     -  US
 OS0155  USGS QUAD   -  MISSION (2017)
 OS0155
 OS0155                         *CURRENT SURVEY CONTROL
 OS0155  ______________________________________________________________________
 OS0155* NAD 83(1986) POSITION- 43 19 55.     (N) 100 42 39.     (W)   SCALED
 OS0155* NAVD 88 ORTHO HEIGHT -   779.989 (meters)     2559.01  (feet) ADJUSTED
 OS0155  ______________________________________________________________________
 OS0155  GEOID HEIGHT    -        -23.253 (meters)                     GEOID18
 OS0155  DYNAMIC HEIGHT  -        779.678 (meters)     2557.99  (feet) COMP
 OS0155  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 OS0155
 OS0155  VERT ORDER      -  FIRST     CLASS II
 OS0155
 OS0155.The horizontal coordinates were scaled from a map and have
 OS0155.an estimated accuracy of +/- 6 seconds.
 OS0155
 OS0155.The orthometric height was determined by differential leveling and
 OS0155.adjusted by the NATIONAL GEODETIC SURVEY
 OS0155.in June 1991.
 OS0155
 OS0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0155.GEOID18 height accuracy estimate available here.
 OS0155
 OS0155.Click photographs - Photos may exist for this station.
 OS0155
 OS0155.The dynamic height is computed by dividing the NAVD 88
 OS0155.geopotential number by the normal gravity value computed on the
 OS0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0155.degrees latitude (g = 980.6199 gals.).
 OS0155
 OS0155.The modeled gravity was interpolated from observed gravity values.
 OS0155
 OS0155;                    North         East    Units  Estimated Accuracy
 OS0155;SPC SD S     -   111,010.      569,390.      MT  (+/- 180 meters Scaled)
 OS0155
 OS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN613990(NAD 83)
 OS0155
 OS0155                          SUPERSEDED SURVEY CONTROL
 OS0155
 OS0155  NGVD 29 (??/??/92)  779.598  (m)         2557.73   (f) ADJ UNCH    1 2
 OS0155
 OS0155.Superseded values are not recommended for survey control.
 OS0155
 OS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0155.See file dsdata.pdf to determine how the superseded data were derived.
 OS0155
 OS0155_MARKER: DB = BENCH MARK DISK
 OS0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0155_STAMPING: E 38 1933
 OS0155_MARK LOGO: CGS
 OS0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0155+STABILITY: SURFACE MOTION
 OS0155
 OS0155  HISTORY     - Date     Condition        Report By
 OS0155  HISTORY     - 1933     MONUMENTED       CGS
 OS0155  HISTORY     - 1934     GOOD             CGS
 OS0155  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0155
 OS0155                          STATION DESCRIPTION
 OS0155
 OS0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0155'5.2 MI N FROM MISSION.
 OS0155'ABOUT 5-1/4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MISSION,
 OS0155'TODD COUNTY, ABOUT 2 MIILES NORTH OF THE JUNCTION OF U.S.
 OS0155'HIGHWAY 18, ABOUT 29 YARDS NORTH OF THE CENTER LINE OF A CROSS
 OS0155'ROAD, AND ABOUT 35 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY.
 OS0155'A STANDARD DISK, STAMPED E 38 1933 AND SET IN THE TOP OF A
 OS0155'CONCRETE POST.
 OS0155
 OS0155                          STATION RECOVERY (1934)
 OS0155
 OS0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OS0155'RECOVERED IN GOOD CONDITION.
 OS0155
 OS0155                          STATION RECOVERY (1992)
 OS0155
 OS0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0155'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0794 ***********************************************************************
 PT0794  DESIGNATION -  E 380
 PT0794  PID         -  PT0794
 PT0794  STATE/COUNTY-  SD/HAAKON
 PT0794  COUNTRY     -  US
 PT0794  USGS QUAD   -  BOWEN RANCH (2017)
 PT0794
 PT0794                         *CURRENT SURVEY CONTROL
 PT0794  ______________________________________________________________________
 PT0794* NAD 83(1986) POSITION- 44 04 55.     (N) 101 49 37.     (W)   SCALED
 PT0794* NAVD 88 ORTHO HEIGHT -   734.135 (meters)     2408.57  (feet) ADJUSTED
 PT0794  ______________________________________________________________________
 PT0794  GEOID HEIGHT    -        -20.496 (meters)                     GEOID18
 PT0794  DYNAMIC HEIGHT  -        733.921 (meters)     2407.87  (feet) COMP
 PT0794  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 PT0794
 PT0794  VERT ORDER      -  SECOND    CLASS 0
 PT0794
 PT0794.The horizontal coordinates were scaled from a map and have
 PT0794.an estimated accuracy of +/- 6 seconds.
 PT0794
 PT0794.The orthometric height was determined by differential leveling and
 PT0794.adjusted by the NATIONAL GEODETIC SURVEY
 PT0794.in June 1991.
 PT0794
 PT0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0794.GEOID18 height accuracy estimate available here.
 PT0794
 PT0794.Click photographs - Photos may exist for this station.
 PT0794
 PT0794.The dynamic height is computed by dividing the NAVD 88
 PT0794.geopotential number by the normal gravity value computed on the
 PT0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0794.degrees latitude (g = 980.6199 gals.).
 PT0794
 PT0794.The modeled gravity was interpolated from observed gravity values.
 PT0794
 PT0794;                    North         East    Units  Estimated Accuracy
 PT0794;SPC SD S     -   195,340.      480,380.      MT  (+/- 180 meters Scaled)
 PT0794
 PT0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP736848(NAD 83)
 PT0794
 PT0794                          SUPERSEDED SURVEY CONTROL
 PT0794
 PT0794  NGVD 29 (??/??/92)  733.678  (m)         2407.08   (f) ADJ UNCH    2 0
 PT0794
 PT0794.Superseded values are not recommended for survey control.
 PT0794
 PT0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0794.See file dsdata.pdf to determine how the superseded data were derived.
 PT0794
 PT0794_MARKER: DB = BENCH MARK DISK
 PT0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0794_STAMPING: E 380 1962
 PT0794_MARK LOGO: CGS
 PT0794_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0794+STABILITY: SURFACE MOTION
 PT0794
 PT0794  HISTORY     - Date     Condition        Report By
 PT0794  HISTORY     - 1962     MONUMENTED       CGS
 PT0794
 PT0794                          STATION DESCRIPTION
 PT0794
 PT0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0794'15.7 MI S FROM HILLAND.
 PT0794'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0794'CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH ALONG A GRAVELED
 PT0794'AND GRADED DIRT ROAD, THENCE 3.15 MILES SOUTHEAST ALONG A
 PT0794'GRAVELED ROAD, AT A LONG CURVE IN THE ROAD, 85 FEET EAST OF THE
 PT0794'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 83 FEET SOUTHWEST
 PT0794'OF THE CENTER LINE OF THE CURVE IN THE GRAVELED ROAD, 13 FEET
 PT0794'SOUTH OF THE MOST SOUTHERLY POLE OF TWO LARGE POWER POLES,
 PT0794'2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PT0794'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0489 ***********************************************************************
 PU0489  DESIGNATION -  E 381
 PU0489  PID         -  PU0489
 PU0489  STATE/COUNTY-  SD/PENNINGTON
 PU0489  COUNTRY     -  US
 PU0489  USGS QUAD   -  WASTA SE (2017)
 PU0489
 PU0489                         *CURRENT SURVEY CONTROL
 PU0489  ______________________________________________________________________
 PU0489* NAD 83(1986) POSITION- 44 03 53.     (N) 102 20 02.     (W)   SCALED
 PU0489* NAVD 88 ORTHO HEIGHT -   832.191 (meters)     2730.28  (feet) ADJUSTED
 PU0489  ______________________________________________________________________
 PU0489  GEOID HEIGHT    -        -18.757 (meters)                     GEOID18
 PU0489  DYNAMIC HEIGHT  -        831.947 (meters)     2729.48  (feet) COMP
 PU0489  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 PU0489
 PU0489  VERT ORDER      -  SECOND    CLASS 0
 PU0489
 PU0489.The horizontal coordinates were scaled from a map and have
 PU0489.an estimated accuracy of +/- 6 seconds.
 PU0489
 PU0489.The orthometric height was determined by differential leveling and
 PU0489.adjusted by the NATIONAL GEODETIC SURVEY
 PU0489.in June 1991.
 PU0489
 PU0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0489.GEOID18 height accuracy estimate available here.
 PU0489
 PU0489.Click photographs - Photos may exist for this station.
 PU0489
 PU0489.The dynamic height is computed by dividing the NAVD 88
 PU0489.geopotential number by the normal gravity value computed on the
 PU0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0489.degrees latitude (g = 980.6199 gals.).
 PU0489
 PU0489.The modeled gravity was interpolated from observed gravity values.
 PU0489
 PU0489;                    North         East    Units  Estimated Accuracy
 PU0489;SPC SD S     -   194,280.      439,740.      MT  (+/- 180 meters Scaled)
 PU0489
 PU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ135825(NAD 83)
 PU0489
 PU0489                          SUPERSEDED SURVEY CONTROL
 PU0489
 PU0489  NGVD 29 (??/??/92)  831.741  (m)         2728.80   (f) ADJ UNCH    2 0
 PU0489
 PU0489.Superseded values are not recommended for survey control.
 PU0489
 PU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0489.See file dsdata.pdf to determine how the superseded data were derived.
 PU0489
 PU0489_MARKER: DB = BENCH MARK DISK
 PU0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0489_STAMPING: E 381 1962
 PU0489_MARK LOGO: CGS
 PU0489_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0489+STABILITY: SURFACE MOTION
 PU0489
 PU0489  HISTORY     - Date     Condition        Report By
 PU0489  HISTORY     - 1962     MONUMENTED       CGS
 PU0489
 PU0489                          STATION DESCRIPTION
 PU0489
 PU0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0489'6.8 MI NE FROM WASTA.
 PU0489'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0489'FROM THE STATION AT WASTA, THENCE 1.45 MILES SOUTHEAST ALONG
 PU0489'U.S. HIGHWAY 16, THENCE 0.9 MILE NORTHEAST ALONG A GRADED DIRT
 PU0489'ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, IN SECTION
 PU0489'8, T 1 N, R 15 E, 0.1 MILE NORTH OF A CURVE IN THE ROAD, 69 FEET
 PU0489'NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET WEST-NORTHWEST
 PU0489'OF A FENCE CORNER, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.5 FEET
 PU0489'SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 PU0489'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0489'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0107 ***********************************************************************
 OT0107  DESIGNATION -  E 382
 OT0107  PID         -  OT0107
 OT0107  STATE/COUNTY-  SD/PENNINGTON
 OT0107  COUNTRY     -  US
 OT0107  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0107
 OT0107                         *CURRENT SURVEY CONTROL
 OT0107  ______________________________________________________________________
 OT0107* NAD 83(1986) POSITION- 43 53 27.5    (N) 102 16 42.0    (W)   HD_HELD2
 OT0107* NAVD 88 ORTHO HEIGHT -   906.468 (meters)     2973.97  (feet) ADJUSTED
 OT0107  ______________________________________________________________________
 OT0107  GEOID HEIGHT    -        -18.901 (meters)                     GEOID18
 OT0107  DYNAMIC HEIGHT  -        906.172 (meters)     2973.00  (feet) COMP
 OT0107  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 OT0107
 OT0107  VERT ORDER      -  SECOND    CLASS 0
 OT0107
 OT0107.The horizontal coordinates were established by autonomous hand held GPS
 OT0107.observations and have an estimated accuracy of +/- 10 meters.
 OT0107
 OT0107.The orthometric height was determined by differential leveling and
 OT0107.adjusted by the NATIONAL GEODETIC SURVEY
 OT0107.in June 1991.
 OT0107
 OT0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0107.GEOID18 height accuracy estimate available here.
 OT0107
 OT0107.Click photographs - Photos may exist for this station.
 OT0107
 OT0107.The dynamic height is computed by dividing the NAVD 88
 OT0107.geopotential number by the normal gravity value computed on the
 OT0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0107.degrees latitude (g = 980.6199 gals.).
 OT0107
 OT0107.The modeled gravity was interpolated from observed gravity values.
 OT0107
 OT0107;                    North         East    Units  Estimated Accuracy
 OT0107;SPC SD S     -   174,871.      443,741.      MT  (+/- 10 meters HH2 GPS)
 OT0107
 OT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1860963364(NAD 83)
 OT0107
 OT0107                          SUPERSEDED SURVEY CONTROL
 OT0107
 OT0107  NGVD 29 (??/??/92)  906.000  (m)         2972.44   (f) ADJ UNCH    2 0
 OT0107
 OT0107.Superseded values are not recommended for survey control.
 OT0107
 OT0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0107.See file dsdata.pdf to determine how the superseded data were derived.
 OT0107
 OT0107_MARKER: DB = BENCH MARK DISK
 OT0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0107_STAMPING: E 382 1962
 OT0107_MARK LOGO: CGS
 OT0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0107+STABILITY: SURFACE MOTION
 OT0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0107+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 OT0107
 OT0107  HISTORY     - Date     Condition        Report By
 OT0107  HISTORY     - 1962     MONUMENTED       CGS
 OT0107  HISTORY     - 20071022 GOOD             GEOCAC
 OT0107
 OT0107                          STATION DESCRIPTION
 OT0107
 OT0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0107'11.4 MI SW FROM WALL.
 OT0107'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0107'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0107'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 2.75 MILES
 OT0107'NORTHWEST ALONG A GRAVELED ROAD IN SECTION 12, T 2 S, R 15 E,
 OT0107'47 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 OT0107'NORTH OF A FENCE CORNER POST, 2 FEET WEST OF A FENCE, 1.6 FEET
 OT0107'NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL
 OT0107'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0107'6-INCHES.
 OT0107
 OT0107                          STATION RECOVERY (2007)
 OT0107
 OT0107'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0107'ALONG THE SAGE CREEK ROAD. THE WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0731 ***********************************************************************
 PT0731  DESIGNATION -  E 383
 PT0731  PID         -  PT0731
 PT0731  STATE/COUNTY-  SD/HAAKON
 PT0731  COUNTRY     -  US
 PT0731  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0731
 PT0731                         *CURRENT SURVEY CONTROL
 PT0731  ______________________________________________________________________
 PT0731* NAD 83(1986) POSITION- 44 10 58.     (N) 101 50 37.     (W)   SCALED
 PT0731* NAVD 88 ORTHO HEIGHT -   794.700 (meters)     2607.28  (feet) ADJUSTED
 PT0731  ______________________________________________________________________
 PT0731  GEOID HEIGHT    -        -20.393 (meters)                     GEOID18
 PT0731  DYNAMIC HEIGHT  -        794.472 (meters)     2606.53  (feet) COMP
 PT0731  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PT0731
 PT0731  VERT ORDER      -  SECOND    CLASS 0
 PT0731
 PT0731.The horizontal coordinates were scaled from a map and have
 PT0731.an estimated accuracy of +/- 6 seconds.
 PT0731
 PT0731.The orthometric height was determined by differential leveling and
 PT0731.adjusted by the NATIONAL GEODETIC SURVEY
 PT0731.in June 1991.
 PT0731
 PT0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0731.GEOID18 height accuracy estimate available here.
 PT0731
 PT0731.Click photographs - Photos may exist for this station.
 PT0731
 PT0731.The dynamic height is computed by dividing the NAVD 88
 PT0731.geopotential number by the normal gravity value computed on the
 PT0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0731.degrees latitude (g = 980.6199 gals.).
 PT0731
 PT0731.The modeled gravity was interpolated from observed gravity values.
 PT0731
 PT0731;                    North         East    Units  Estimated Accuracy
 PT0731;SPC SD S     -   206,560.      479,250.      MT  (+/- 180 meters Scaled)
 PT0731
 PT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP727961(NAD 83)
 PT0731
 PT0731                          SUPERSEDED SURVEY CONTROL
 PT0731
 PT0731  NGVD 29 (??/??/92)  794.240  (m)         2605.77   (f) ADJ UNCH    2 0
 PT0731
 PT0731.Superseded values are not recommended for survey control.
 PT0731
 PT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0731.See file dsdata.pdf to determine how the superseded data were derived.
 PT0731
 PT0731_MARKER: DB = BENCH MARK DISK
 PT0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0731_STAMPING: E 383 1962
 PT0731_MARK LOGO: CGS
 PT0731_PROJECTION: PROJECTING 122 CENTIMETERS
 PT0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0731+STABILITY: SURFACE MOTION
 PT0731
 PT0731  HISTORY     - Date     Condition        Report By
 PT0731  HISTORY     - 1962     MONUMENTED       CGS
 PT0731
 PT0731                          STATION DESCRIPTION
 PT0731
 PT0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0731'7.7 MI S FROM HILLAND.
 PT0731'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0731'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0731'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0731'0.2 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 33, T 3 N, R 19 E,
 PT0731'49 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 PT0731'OF THE NORTH SIDE OF A CONCRETE BASE FOR AN 18-INCH CONCRETE
 PT0731'CYLINDER WHICH PROJECTS 4 FEET, 11 FEET SOUTHEAST OF A POWER
 PT0731'POLE, 16 FEET WEST OF A NORTH-SOUTH FENCE, 7 FEET SOUTH OF AN
 PT0731'EAST WEST FENCE, 0.3 FEET NORTH OF THE NORTH EDGE OF THE CYLINDER,
 PT0731'AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0752 ***********************************************************************
 PT0752  DESIGNATION -  E 384
 PT0752  PID         -  PT0752
 PT0752  STATE/COUNTY-  SD/HAAKON
 PT0752  COUNTRY     -  US
 PT0752  USGS QUAD   -  GRINDSTONE (2017)
 PT0752
 PT0752                         *CURRENT SURVEY CONTROL
 PT0752  ______________________________________________________________________
 PT0752* NAD 83(1986) POSITION- 44 13 34.     (N) 101 59 16.     (W)   SCALED
 PT0752* NAVD 88 ORTHO HEIGHT -   848.730 (meters)     2784.54  (feet) ADJUSTED
 PT0752  ______________________________________________________________________
 PT0752  GEOID HEIGHT    -        -19.916 (meters)                     GEOID18
 PT0752  DYNAMIC HEIGHT  -        848.485 (meters)     2783.74  (feet) COMP
 PT0752  MODELED GRAVITY -    980,301.1   (mgal)                       NAVD 88
 PT0752
 PT0752  VERT ORDER      -  SECOND    CLASS 0
 PT0752
 PT0752.The horizontal coordinates were scaled from a map and have
 PT0752.an estimated accuracy of +/- 6 seconds.
 PT0752
 PT0752.The orthometric height was determined by differential leveling and
 PT0752.adjusted by the NATIONAL GEODETIC SURVEY
 PT0752.in June 1991.
 PT0752
 PT0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0752.GEOID18 height accuracy estimate available here.
 PT0752
 PT0752.Click photographs - Photos may exist for this station.
 PT0752
 PT0752.The dynamic height is computed by dividing the NAVD 88
 PT0752.geopotential number by the normal gravity value computed on the
 PT0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0752.degrees latitude (g = 980.6199 gals.).
 PT0752
 PT0752.The modeled gravity was interpolated from observed gravity values.
 PT0752
 PT0752;                    North         East    Units  Estimated Accuracy
 PT0752;SPC SD S     -   211,590.      467,820.      MT  (+/- 180 meters Scaled)
 PT0752
 PT0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ613013(NAD 83)
 PT0752
 PT0752                          SUPERSEDED SURVEY CONTROL
 PT0752
 PT0752  NGVD 29 (??/??/92)  848.266  (m)         2783.02   (f) ADJ UNCH    2 0
 PT0752
 PT0752.Superseded values are not recommended for survey control.
 PT0752
 PT0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0752.See file dsdata.pdf to determine how the superseded data were derived.
 PT0752
 PT0752_MARKER: DB = BENCH MARK DISK
 PT0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0752_STAMPING: E 384 1962
 PT0752_MARK LOGO: CGS
 PT0752_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0752+STABILITY: SURFACE MOTION
 PT0752
 PT0752  HISTORY     - Date     Condition        Report By
 PT0752  HISTORY     - 1962     MONUMENTED       CGS
 PT0752
 PT0752                          STATION DESCRIPTION
 PT0752
 PT0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0752'15.5 MI SW FROM HILLAND.
 PT0752'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0752'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0752'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0752'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0752'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0752'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0752'0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 PT0752'A GRADED DIRT ROAD, IN SECTION 18, T 3 N, R 18 E, 192 FEET
 PT0752'SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF THE CENTER
 PT0752'LINE OF A TRAIL ROAD LEADING SOUTH, 47 FEET SOUTH OF THE CENTER
 PT0752'OF A WIRE GATE, 2 FEET EAST OF A NORTH-SOUTH FENCE, 1.7 FEET
 PT0752'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PT0752'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0137 ***********************************************************************
 OT0137  DESIGNATION -  E 385
 OT0137  PID         -  OT0137
 OT0137  STATE/COUNTY-  SD/PENNINGTON
 OT0137  COUNTRY     -  US
 OT0137  USGS QUAD   -  WALL (2017)
 OT0137
 OT0137                         *CURRENT SURVEY CONTROL
 OT0137  ______________________________________________________________________
 OT0137* NAD 83(1986) POSITION- 43 53 40.     (N) 102 09 30.     (W)   SCALED
 OT0137* NAVD 88 ORTHO HEIGHT -   805.571 (meters)     2642.94  (feet) ADJUSTED
 OT0137  ______________________________________________________________________
 OT0137  GEOID HEIGHT    -        -19.288 (meters)                     GEOID18
 OT0137  DYNAMIC HEIGHT  -        805.320 (meters)     2642.12  (feet) COMP
 OT0137  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 OT0137
 OT0137  VERT ORDER      -  SECOND    CLASS 0
 OT0137
 OT0137.The horizontal coordinates were scaled from a map and have
 OT0137.an estimated accuracy of +/- 6 seconds.
 OT0137
 OT0137.The orthometric height was determined by differential leveling and
 OT0137.adjusted by the NATIONAL GEODETIC SURVEY
 OT0137.in June 1991.
 OT0137
 OT0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0137.GEOID18 height accuracy estimate available here.
 OT0137
 OT0137.Click photographs - Photos may exist for this station.
 OT0137
 OT0137.The dynamic height is computed by dividing the NAVD 88
 OT0137.geopotential number by the normal gravity value computed on the
 OT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0137.degrees latitude (g = 980.6199 gals.).
 OT0137
 OT0137.The modeled gravity was interpolated from observed gravity values.
 OT0137
 OT0137;                    North         East    Units  Estimated Accuracy
 OT0137;SPC SD S     -   175,040.      453,390.      MT  (+/- 180 meters Scaled)
 OT0137
 OT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ282640(NAD 83)
 OT0137
 OT0137                          SUPERSEDED SURVEY CONTROL
 OT0137
 OT0137  NGVD 29 (??/??/92)  805.109  (m)         2641.43   (f) ADJ UNCH    2 0
 OT0137
 OT0137.Superseded values are not recommended for survey control.
 OT0137
 OT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0137.See file dsdata.pdf to determine how the superseded data were derived.
 OT0137
 OT0137_MARKER: DB = BENCH MARK DISK
 OT0137_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0137_STAMPING: E 385 1962
 OT0137_MARK LOGO: CGS
 OT0137_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0137
 OT0137  HISTORY     - Date     Condition        Report By
 OT0137  HISTORY     - 1962     MONUMENTED       CGS
 OT0137
 OT0137                          STATION DESCRIPTION
 OT0137
 OT0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0137'8.3 MI S FROM QUINN.
 OT0137'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0137'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0137'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0137'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0137'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 OT0137'SOUTH ALONG A BLADED DIRT ROAD IN SECTION 1, T 2 S, R 16 E,
 OT0137'0.1 MILE SOUTH OF A WOODEN BRIDGE, 101 FEET EAST OF THE CENTER
 OT0137'LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 1.2 FEET SOUTH OF A
 OT0137'METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OT0137'ROD DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 OT0137'PROJECTING 4-INCHES, ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0572 ***********************************************************************
 OS0572  DESIGNATION -  E 386
 OS0572  PID         -  OS0572
 OS0572  STATE/COUNTY-  SD/JACKSON
 OS0572  COUNTRY     -  US
 OS0572  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0572
 OS0572                         *CURRENT SURVEY CONTROL
 OS0572  ______________________________________________________________________
 OS0572* NAD 83(1986) POSITION- 43 59 30.     (N) 101 48 01.     (W)   SCALED
 OS0572* NAVD 88 ORTHO HEIGHT -   708.970 (meters)     2326.01  (feet) ADJUSTED
 OS0572  ______________________________________________________________________
 OS0572  GEOID HEIGHT    -        -20.613 (meters)                     GEOID18
 OS0572  DYNAMIC HEIGHT  -        708.756 (meters)     2325.31  (feet) COMP
 OS0572  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 OS0572
 OS0572  VERT ORDER      -  SECOND    CLASS 0
 OS0572
 OS0572.The horizontal coordinates were scaled from a map and have
 OS0572.an estimated accuracy of +/- 6 seconds.
 OS0572
 OS0572.The orthometric height was determined by differential leveling and
 OS0572.adjusted by the NATIONAL GEODETIC SURVEY
 OS0572.in June 1991.
 OS0572
 OS0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0572.GEOID18 height accuracy estimate available here.
 OS0572
 OS0572.Click photographs - Photos may exist for this station.
 OS0572
 OS0572.The dynamic height is computed by dividing the NAVD 88
 OS0572.geopotential number by the normal gravity value computed on the
 OS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0572.degrees latitude (g = 980.6199 gals.).
 OS0572
 OS0572.The modeled gravity was interpolated from observed gravity values.
 OS0572
 OS0572;                    North         East    Units  Estimated Accuracy
 OS0572;SPC SD S     -   185,270.      482,340.      MT  (+/- 180 meters Scaled)
 OS0572
 OS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP754747(NAD 83)
 OS0572
 OS0572                          SUPERSEDED SURVEY CONTROL
 OS0572
 OS0572  NGVD 29 (??/??/92)  708.517  (m)         2324.53   (f) ADJ UNCH    2 0
 OS0572
 OS0572.Superseded values are not recommended for survey control.
 OS0572
 OS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0572.See file dsdata.pdf to determine how the superseded data were derived.
 OS0572
 OS0572_MARKER: DB = BENCH MARK DISK
 OS0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0572_SP_SET: BRIDGE ABUTMENT
 OS0572_STAMPING: E 386 1962
 OS0572_MARK LOGO: CGS
 OS0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0572
 OS0572  HISTORY     - Date     Condition        Report By
 OS0572  HISTORY     - 1962     MONUMENTED       CGS
 OS0572
 OS0572                          STATION DESCRIPTION
 OS0572
 OS0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0572'6.1 MI NE FROM COTTONWOOD.
 OS0572'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0572'AT COTTONWOOD, THENCE 5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14
 OS0572'OR 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 OS0572'NORTHWESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 OS0572'ALONG WEST PINE STREET, THENCE 7.2 MILES SOUTHWEST ALONG
 OS0572'U.S. HIGHWAY 14 IN SECTION 2, T 1 S, R 19 E, 71 FEET NORTH
 OS0572'OF THE CENTER LINE OF THE HIGHWAY, 7 FEET EAST OF THE CENTER
 OS0572'LINE OF A PRIVATE DRIVEWAY LEADING TO A FARM HOUSE, AND ABOUT
 OS0572'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF THE EAST END OF THE
 OS0572'SOUTH ABUTMENT OF A CATTLE GUARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0514 ***********************************************************************
 OS0514  DESIGNATION -  E 387
 OS0514  PID         -  OS0514
 OS0514  STATE/COUNTY-  SD/JACKSON
 OS0514  COUNTRY     -  US
 OS0514  USGS QUAD   -  WETA (2017)
 OS0514
 OS0514                         *CURRENT SURVEY CONTROL
 OS0514  ______________________________________________________________________
 OS0514* NAD 83(1986) POSITION- 43 50 07.     (N) 101 43 19.     (W)   SCALED
 OS0514* NAVD 88 ORTHO HEIGHT -   765.463 (meters)     2511.36  (feet) ADJUSTED
 OS0514  ______________________________________________________________________
 OS0514  GEOID HEIGHT    -        -20.800 (meters)                     GEOID18
 OS0514  DYNAMIC HEIGHT  -        765.220 (meters)     2510.56  (feet) COMP
 OS0514  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 OS0514
 OS0514  VERT ORDER      -  FIRST     CLASS II
 OS0514
 OS0514.The horizontal coordinates were scaled from a map and have
 OS0514.an estimated accuracy of +/- 6 seconds.
 OS0514
 OS0514.The orthometric height was determined by differential leveling and
 OS0514.adjusted by the NATIONAL GEODETIC SURVEY
 OS0514.in June 1991.
 OS0514
 OS0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0514.GEOID18 height accuracy estimate available here.
 OS0514
 OS0514.Click photographs - Photos may exist for this station.
 OS0514
 OS0514.The dynamic height is computed by dividing the NAVD 88
 OS0514.geopotential number by the normal gravity value computed on the
 OS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0514.degrees latitude (g = 980.6199 gals.).
 OS0514
 OS0514.The modeled gravity was interpolated from observed gravity values.
 OS0514
 OS0514;                    North         East    Units  Estimated Accuracy
 OS0514;SPC SD S     -   167,790.      488,330.      MT  (+/- 180 meters Scaled)
 OS0514
 OS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP811571(NAD 83)
 OS0514
 OS0514                          SUPERSEDED SURVEY CONTROL
 OS0514
 OS0514  NGVD 29 (??/??/92)  764.967  (m)         2509.73   (f) ADJ UNCH    1 2
 OS0514
 OS0514.Superseded values are not recommended for survey control.
 OS0514
 OS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0514.See file dsdata.pdf to determine how the superseded data were derived.
 OS0514
 OS0514_MARKER: DB = BENCH MARK DISK
 OS0514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0514_SP_SET: HEADWALL
 OS0514_STAMPING: E 387 1962
 OS0514_MARK LOGO: CGS
 OS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0514+STABILITY: SURFACE MOTION
 OS0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0514+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0514
 OS0514  HISTORY     - Date     Condition        Report By
 OS0514  HISTORY     - 1962     MONUMENTED       CGS
 OS0514  HISTORY     - 1966     GOOD             CGS
 OS0514  HISTORY     - 1985     GOOD             NGS
 OS0514  HISTORY     - 19910713 GOOD             NGS
 OS0514  HISTORY     - 20130116 GOOD             INDIV
 OS0514
 OS0514                          STATION DESCRIPTION
 OS0514
 OS0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0514'11.2 MI W FROM KADOKA.
 OS0514'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0514'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0514'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0514'40 AND 73, THENCE 3.0 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0514'HIGHWAY 40, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, 30
 OS0514'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 209 FEET WEST OF
 OS0514'THE WEST END OF A CATTLE GUARD, 167 FEET WEST OF THE CENTER
 OS0514'LINE OF A T ROAD LEADING NORTH, AND SET IN THE TOP OF THE WEST
 OS0514'END OF THE NORTH HEADWALL OF A LARGE CONCRETE BOX CULVERT.
 OS0514
 OS0514                          STATION RECOVERY (1966)
 OS0514
 OS0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0514'RECOVERED IN GOOD CONDITION.
 OS0514
 OS0514                          STATION RECOVERY (1985)
 OS0514
 OS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0514'THE MARK IS 0.2 M BELOW THE ROAD.
 OS0514'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.95 KM (9.95
 OS0514'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0514'KADOKA, IN TOP OF AND 0.3 METER (1 FT) EAST OF THE WEST END OF THE
 OS0514'NORTH HEADWALL FOR A 10- BY 12-FOOT BOX CULVERT UNDER THE SOUTH
 OS0514'FRONTAGE ROAD, 0.4 KM (0.25 MI) EAST OF MILEPOST 140, 39.9 METERS (131
 OS0514'FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE AND 9.1 METERS (30 FT)
 OS0514'NORTH OF THE CENTER OF THE ROAD.
 OS0514
 OS0514                          STATION RECOVERY (1991)
 OS0514
 OS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0514'15.9 KM (9.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0514'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, IN TOP OF AND 0.4
 OS0514'M (1.3 FT) EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 OS0514'BOX CULVERT, 0.4 KM (0.25 MI) EAST OF MILEPOST 149, 40.8 M (133.9 FT)
 OS0514'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 9.5 M
 OS0514'(31.2 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, AND 0.2 M (0.7
 OS0514'FT) BELOW THE LEVEL OF THE ROAD.
 OS0514
 OS0514                          STATION RECOVERY (2013)
 OS0514
 OS0514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0177 ***********************************************************************
 OT0177  DESIGNATION -  E 388
 OT0177  PID         -  OT0177
 OT0177  STATE/COUNTY-  SD/PENNINGTON
 OT0177  COUNTRY     -  US
 OT0177  USGS QUAD   -  WALL NE (2017)
 OT0177
 OT0177                         *CURRENT SURVEY CONTROL
 OT0177  ______________________________________________________________________
 OT0177* NAD 83(1986) POSITION- 43 56 35.     (N) 102 03 33.     (W)   SCALED
 OT0177* NAVD 88 ORTHO HEIGHT -   803.925 (meters)     2637.54  (feet) ADJUSTED
 OT0177  ______________________________________________________________________
 OT0177  GEOID HEIGHT    -        -19.627 (meters)                     GEOID18
 OT0177  DYNAMIC HEIGHT  -        803.682 (meters)     2636.75  (feet) COMP
 OT0177  MODELED GRAVITY -    980,289.5   (mgal)                       NAVD 88
 OT0177
 OT0177  VERT ORDER      -  SECOND    CLASS 0
 OT0177
 OT0177.The horizontal coordinates were scaled from a map and have
 OT0177.an estimated accuracy of +/- 6 seconds.
 OT0177
 OT0177.The orthometric height was determined by differential leveling and
 OT0177.adjusted by the NATIONAL GEODETIC SURVEY
 OT0177.in June 1991.
 OT0177
 OT0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0177.GEOID18 height accuracy estimate available here.
 OT0177
 OT0177.Click photographs - Photos may exist for this station.
 OT0177
 OT0177.The dynamic height is computed by dividing the NAVD 88
 OT0177.geopotential number by the normal gravity value computed on the
 OT0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0177.degrees latitude (g = 980.6199 gals.).
 OT0177
 OT0177.The modeled gravity was interpolated from observed gravity values.
 OT0177
 OT0177;                    North         East    Units  Estimated Accuracy
 OT0177;SPC SD S     -   180,270.      461,470.      MT  (+/- 180 meters Scaled)
 OT0177
 OT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ360697(NAD 83)
 OT0177
 OT0177                          SUPERSEDED SURVEY CONTROL
 OT0177
 OT0177  NGVD 29 (??/??/92)  803.476  (m)         2636.07   (f) ADJ UNCH    2 0
 OT0177
 OT0177.Superseded values are not recommended for survey control.
 OT0177
 OT0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0177.See file dsdata.pdf to determine how the superseded data were derived.
 OT0177
 OT0177_MARKER: DB = BENCH MARK DISK
 OT0177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0177_STAMPING: E 388 1962
 OT0177_MARK LOGO: CGS
 OT0177_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0177
 OT0177  HISTORY     - Date     Condition        Report By
 OT0177  HISTORY     - 1962     MONUMENTED       CGS
 OT0177
 OT0177                          STATION DESCRIPTION
 OT0177
 OT0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0177'6 MI SE FROM QUINN.
 OT0177'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0177'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 2.35
 OT0177'MILES SOUTH ALONG A GRAVELED ROAD, 0.3 MILE SOUTH OF A BUTTE
 OT0177'LIKE HILL ON THE EAST SIDE OF THE ROAD, ON THE NORTH SLOPE OF
 OT0177'A SLIGHT RISE, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 7
 OT0177'FEET NORTHWEST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, ABOUT
 OT0177'LEVEL WITH THE ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 OT0177'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 OT0177'TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 OT0177'PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0753 ***********************************************************************
 PT0753  DESIGNATION -  E 389
 PT0753  PID         -  PT0753
 PT0753  STATE/COUNTY-  SD/HAAKON
 PT0753  COUNTRY     -  US
 PT0753  USGS QUAD   -  BOWEN RANCH (2017)
 PT0753
 PT0753                         *CURRENT SURVEY CONTROL
 PT0753  ______________________________________________________________________
 PT0753* NAD 83(1986) POSITION- 44 02 18.     (N) 101 48 26.     (W)   SCALED
 PT0753* NAVD 88 ORTHO HEIGHT -   748.849 (meters)     2456.85  (feet) ADJUSTED
 PT0753  ______________________________________________________________________
 PT0753  GEOID HEIGHT    -        -20.580 (meters)                     GEOID18
 PT0753  DYNAMIC HEIGHT  -        748.630 (meters)     2456.13  (feet) COMP
 PT0753  MODELED GRAVITY -    980,301.6   (mgal)                       NAVD 88
 PT0753
 PT0753  VERT ORDER      -  SECOND    CLASS 0
 PT0753
 PT0753.The horizontal coordinates were scaled from a map and have
 PT0753.an estimated accuracy of +/- 6 seconds.
 PT0753
 PT0753.The orthometric height was determined by differential leveling and
 PT0753.adjusted by the NATIONAL GEODETIC SURVEY
 PT0753.in June 1991.
 PT0753
 PT0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0753.GEOID18 height accuracy estimate available here.
 PT0753
 PT0753.Click photographs - Photos may exist for this station.
 PT0753
 PT0753.The dynamic height is computed by dividing the NAVD 88
 PT0753.geopotential number by the normal gravity value computed on the
 PT0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0753.degrees latitude (g = 980.6199 gals.).
 PT0753
 PT0753.The modeled gravity was interpolated from observed gravity values.
 PT0753
 PT0753;                    North         East    Units  Estimated Accuracy
 PT0753;SPC SD S     -   190,460.      481,880.      MT  (+/- 180 meters Scaled)
 PT0753
 PT0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP750799(NAD 83)
 PT0753
 PT0753                          SUPERSEDED SURVEY CONTROL
 PT0753
 PT0753  NGVD 29 (??/??/92)  748.398  (m)         2455.37   (f) ADJ UNCH    2 0
 PT0753
 PT0753.Superseded values are not recommended for survey control.
 PT0753
 PT0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0753.See file dsdata.pdf to determine how the superseded data were derived.
 PT0753
 PT0753_MARKER: DB = BENCH MARK DISK
 PT0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0753_STAMPING: E 389 1962
 PT0753_MARK LOGO: CGS
 PT0753_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0753+STABILITY: SURFACE MOTION
 PT0753
 PT0753  HISTORY     - Date     Condition        Report By
 PT0753  HISTORY     - 1962     MONUMENTED       CGS
 PT0753
 PT0753                          STATION DESCRIPTION
 PT0753
 PT0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0753'9.8 MI NE FROM COTTONWOOD.
 PT0753'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE
 PT0753'AT COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0753'THENCE 4.05 MILES EAST ALONG A GRADED DIRT ROAD, 66 1/2 FEET
 PT0753'NORTH OF AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 3, 36
 PT0753'FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 1/2 FEET EAST-SOUTHEAST
 PT0753'OF A T CORNER FENCE POST, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET
 PT0753'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 PT0753'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0753'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1831 ***********************************************************************
 PU1831  DESIGNATION -  E 390
 PU1831  PID         -  PU1831
 PU1831  STATE/COUNTY-  SD/BUTTE
 PU1831  COUNTRY     -  US
 PU1831  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1831
 PU1831                         *CURRENT SURVEY CONTROL
 PU1831  ______________________________________________________________________
 PU1831* NAD 83(1986) POSITION- 44 55 53.     (N) 103 57 39.     (W)   SCALED
 PU1831* NAVD 88 ORTHO HEIGHT -   994.222 (meters)     3261.88  (feet) ADJUSTED
 PU1831  ______________________________________________________________________
 PU1831  GEOID HEIGHT    -        -15.600 (meters)                     GEOID18
 PU1831  DYNAMIC HEIGHT  -        993.957 (meters)     3261.01  (feet) COMP
 PU1831  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 PU1831
 PU1831  VERT ORDER      -  SECOND    CLASS 0
 PU1831
 PU1831.The horizontal coordinates were scaled from a map and have
 PU1831.an estimated accuracy of +/- 6 seconds.
 PU1831
 PU1831.The orthometric height was determined by differential leveling and
 PU1831.adjusted by the NATIONAL GEODETIC SURVEY
 PU1831.in June 1991.
 PU1831
 PU1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1831.GEOID18 height accuracy estimate available here.
 PU1831
 PU1831.Click photographs - Photos may exist for this station.
 PU1831
 PU1831.The dynamic height is computed by dividing the NAVD 88
 PU1831.geopotential number by the normal gravity value computed on the
 PU1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1831.degrees latitude (g = 980.6199 gals.).
 PU1831
 PU1831.The modeled gravity was interpolated from observed gravity values.
 PU1831
 PU1831;                    North         East    Units  Estimated Accuracy
 PU1831;SPC SD N     -   129,670.      287,470.      MT  (+/- 180 meters Scaled)
 PU1831
 PU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK819758(NAD 83)
 PU1831
 PU1831                          SUPERSEDED SURVEY CONTROL
 PU1831
 PU1831  NGVD 29 (??/??/92)  993.731  (m)         3260.27   (f) ADJ UNCH    2 0
 PU1831
 PU1831.Superseded values are not recommended for survey control.
 PU1831
 PU1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1831.See file dsdata.pdf to determine how the superseded data were derived.
 PU1831
 PU1831_MARKER: DB = BENCH MARK DISK
 PU1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1831_STAMPING: E 390 1962
 PU1831_MARK LOGO: CGS
 PU1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1831+STABILITY: SURFACE MOTION
 PU1831
 PU1831  HISTORY     - Date     Condition        Report By
 PU1831  HISTORY     - 1962     MONUMENTED       CGS
 PU1831
 PU1831                          STATION DESCRIPTION
 PU1831
 PU1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1831'22 MI NW FROM BELLE FOURCHE.
 PU1831'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1831'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 10.25
 PU1831'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 11, T 11 N,
 PU1831'R 1 E, 81 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 154
 PU1831'FEET SOUTHWEST OF A FENCE, 236 FEET NORTHWEST OF NORTHWEST CORNER
 PU1831'OF A CATTLE GUARD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 PU1831'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1831'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0048 ***********************************************************************
 PU0048  DESIGNATION -  E 391
 PU0048  PID         -  PU0048
 PU0048  STATE/COUNTY-  SD/MEADE
 PU0048  COUNTRY     -  US
 PU0048  USGS QUAD   -  OPAL EAST SE (2017)
 PU0048
 PU0048                         *CURRENT SURVEY CONTROL
 PU0048  ______________________________________________________________________
 PU0048* NAD 83(1986) POSITION- 44 49 13.     (N) 102 22 08.     (W)   SCALED
 PU0048* NAVD 88 ORTHO HEIGHT -   759.163 (meters)     2490.69  (feet) ADJUSTED
 PU0048  ______________________________________________________________________
 PU0048  GEOID HEIGHT    -        -18.811 (meters)                     GEOID18
 PU0048  DYNAMIC HEIGHT  -        758.991 (meters)     2490.12  (feet) COMP
 PU0048  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 PU0048
 PU0048  VERT ORDER      -  SECOND    CLASS 0
 PU0048
 PU0048.The horizontal coordinates were scaled from a map and have
 PU0048.an estimated accuracy of +/- 6 seconds.
 PU0048
 PU0048.The orthometric height was determined by differential leveling and
 PU0048.adjusted by the NATIONAL GEODETIC SURVEY
 PU0048.in June 1991.
 PU0048
 PU0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0048.GEOID18 height accuracy estimate available here.
 PU0048
 PU0048.Click photographs - Photos may exist for this station.
 PU0048
 PU0048.The dynamic height is computed by dividing the NAVD 88
 PU0048.geopotential number by the normal gravity value computed on the
 PU0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0048.degrees latitude (g = 980.6199 gals.).
 PU0048
 PU0048.The modeled gravity was interpolated from observed gravity values.
 PU0048
 PU0048;                    North         East    Units  Estimated Accuracy
 PU0048;SPC SD N     -   112,410.      412,670.      MT  (+/- 180 meters Scaled)
 PU0048
 PU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK080663(NAD 83)
 PU0048
 PU0048                          SUPERSEDED SURVEY CONTROL
 PU0048
 PU0048  NGVD 29 (??/??/92)  758.701  (m)         2489.17   (f) ADJ UNCH    2 0
 PU0048
 PU0048.Superseded values are not recommended for survey control.
 PU0048
 PU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0048.See file dsdata.pdf to determine how the superseded data were derived.
 PU0048
 PU0048_MARKER: DB = BENCH MARK DISK
 PU0048_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0048_STAMPING: E 391 1963
 PU0048_MARK LOGO: CGS
 PU0048_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0048_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0048_ROD/PIPE-DEPTH: 3.0 meters
 PU0048
 PU0048  HISTORY     - Date     Condition        Report By
 PU0048  HISTORY     - 1963     MONUMENTED       CGS
 PU0048
 PU0048                          STATION DESCRIPTION
 PU0048
 PU0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0048'11 MI SE FROM OPAL.
 PU0048'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0048'OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0048'THENCE 4.15 MILES EAST ALONG A GRAVELED ROAD, ON THE INSIDE OF A
 PU0048'SMALL CURVE AROUND A SMALL BUTTE, IN SECTION 14, T 10 N, R 14 E,
 PU0048'41 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FEET SOUTHEAST
 PU0048'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 PU0048'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 PU0048'A DEPTH OF 10 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4
 PU0048'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0034 ***********************************************************************
 PU0034  DESIGNATION -  E 392
 PU0034  PID         -  PU0034
 PU0034  STATE/COUNTY-  SD/MEADE
 PU0034  COUNTRY     -  US
 PU0034  USGS QUAD   -  WHITE OWL NW (2017)
 PU0034
 PU0034                         *CURRENT SURVEY CONTROL
 PU0034  ______________________________________________________________________
 PU0034* NAD 83(1986) POSITION- 44 42 16.     (N) 102 24 20.     (W)   SCALED
 PU0034* NAVD 88 ORTHO HEIGHT -   836.751 (meters)     2745.24  (feet) ADJUSTED
 PU0034  ______________________________________________________________________
 PU0034  GEOID HEIGHT    -        -18.767 (meters)                     GEOID18
 PU0034  DYNAMIC HEIGHT  -        836.548 (meters)     2744.57  (feet) COMP
 PU0034  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 PU0034
 PU0034  VERT ORDER      -  SECOND    CLASS 0
 PU0034
 PU0034.The horizontal coordinates were scaled from a map and have
 PU0034.an estimated accuracy of +/- 6 seconds.
 PU0034
 PU0034.The orthometric height was determined by differential leveling and
 PU0034.adjusted by the NATIONAL GEODETIC SURVEY
 PU0034.in June 1991.
 PU0034
 PU0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0034.GEOID18 height accuracy estimate available here.
 PU0034
 PU0034.Click photographs - Photos may exist for this station.
 PU0034
 PU0034.The dynamic height is computed by dividing the NAVD 88
 PU0034.geopotential number by the normal gravity value computed on the
 PU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0034.degrees latitude (g = 980.6199 gals.).
 PU0034
 PU0034.The modeled gravity was interpolated from observed gravity values.
 PU0034
 PU0034;                    North         East    Units  Estimated Accuracy
 PU0034;SPC SD N     -    99,630.      409,390.      MT  (+/- 180 meters Scaled)
 PU0034
 PU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK055533(NAD 83)
 PU0034
 PU0034                          SUPERSEDED SURVEY CONTROL
 PU0034
 PU0034  NGVD 29 (??/??/92)  836.286  (m)         2743.72   (f) ADJ UNCH    2 0
 PU0034
 PU0034.Superseded values are not recommended for survey control.
 PU0034
 PU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0034.See file dsdata.pdf to determine how the superseded data were derived.
 PU0034
 PU0034_MARKER: DB = BENCH MARK DISK
 PU0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0034_STAMPING: E 392 1963
 PU0034_MARK LOGO: CGS
 PU0034_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0034+STABILITY: SURFACE MOTION
 PU0034
 PU0034  HISTORY     - Date     Condition        Report By
 PU0034  HISTORY     - 1963     MONUMENTED       CGS
 PU0034
 PU0034                          STATION DESCRIPTION
 PU0034
 PU0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0034'9.6 MI E FROM RED OWL.
 PU0034'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0034'POST OFFICE AT RED OWL, THENCE 7.9 MILES EAST ALONG A GRAVELED
 PU0034'ROAD, OR 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE
 PU0034'AND POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A
 PU0034'GRAVELED ROAD, THENCE 6.0 MILES WEST ALONG A GRAVELED ROAD,
 PU0034'IN SECTION 27, T 9 N, R 14 E, 39 FEET NORTH OF THE CENTER
 PU0034'LINE OF THE ROAD, 13 FEET WEST OF THE CENTER LINE OF A WIRE
 PU0034'GATE AND TRAIL ROAD LEADING NORTH, 14 FEET SOUTH-SOUTHEAST OF A
 PU0034'POWER POLE, 2 FEET SOUTH OF A FENCE, 1.0 FEET WEST OF A METAL
 PU0034'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0034'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0074 ***********************************************************************
 QT0074  DESIGNATION -  E 393
 QT0074  PID         -  QT0074
 QT0074  STATE/COUNTY-  SD/MEADE
 QT0074  COUNTRY     -  US
 QT0074  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0074
 QT0074                         *CURRENT SURVEY CONTROL
 QT0074  ______________________________________________________________________
 QT0074* NAD 83(1986) POSITION- 45 01 19.     (N) 102 25 51.     (W)   SCALED
 QT0074* NAVD 88 ORTHO HEIGHT -   861.344 (meters)     2825.93  (feet) ADJUSTED
 QT0074  ______________________________________________________________________
 QT0074  GEOID HEIGHT    -        -18.433 (meters)                     GEOID18
 QT0074  DYNAMIC HEIGHT  -        861.164 (meters)     2825.34  (feet) COMP
 QT0074  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 QT0074
 QT0074  VERT ORDER      -  SECOND    CLASS 0
 QT0074
 QT0074.The horizontal coordinates were scaled from a map and have
 QT0074.an estimated accuracy of +/- 6 seconds.
 QT0074
 QT0074.The orthometric height was determined by differential leveling and
 QT0074.adjusted by the NATIONAL GEODETIC SURVEY
 QT0074.in June 1991.
 QT0074
 QT0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0074.GEOID18 height accuracy estimate available here.
 QT0074
 QT0074.Click photographs - Photos may exist for this station.
 QT0074
 QT0074.The dynamic height is computed by dividing the NAVD 88
 QT0074.geopotential number by the normal gravity value computed on the
 QT0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0074.degrees latitude (g = 980.6199 gals.).
 QT0074
 QT0074.The modeled gravity was interpolated from observed gravity values.
 QT0074
 QT0074;                    North         East    Units  Estimated Accuracy
 QT0074;SPC SD N     -   134,960.      408,450.      MT  (+/- 180 meters Scaled)
 QT0074
 QT0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK024885(NAD 83)
 QT0074
 QT0074                          SUPERSEDED SURVEY CONTROL
 QT0074
 QT0074  NGVD 29 (??/??/92)  860.885  (m)         2824.42   (f) ADJ UNCH    2 0
 QT0074
 QT0074.Superseded values are not recommended for survey control.
 QT0074
 QT0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0074.See file dsdata.pdf to determine how the superseded data were derived.
 QT0074
 QT0074_MARKER: DB = BENCH MARK DISK
 QT0074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0074_STAMPING: E 393 1963
 QT0074_MARK LOGO: CGS
 QT0074_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0074
 QT0074  HISTORY     - Date     Condition        Report By
 QT0074  HISTORY     - 1963     MONUMENTED       CGS
 QT0074  HISTORY     - 1981     MARK NOT FOUND   USGS
 QT0074
 QT0074                          STATION DESCRIPTION
 QT0074
 QT0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0074'10.7 MI E FROM MAURINE.
 QT0074'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0074'MAURINE, THENCE 7.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0074'U.S. HIGHWAY 212, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD
 QT0074'TO A T INTERSECTION OF U.S. HIGHWAY 212 AND THE GRAVELED ROAD
 QT0074'LEADING TO OPAL, 85 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 QT0074'212, 47 FEET WEST OF THE GRAVELED ROAD, 2 FEET EAST OF A FENCE,
 QT0074'1.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 QT0074'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 QT0074'ROD THAT IS DRIVEN TO REFUSAL AND ENCASED IN A 6-INCH TILE
 QT0074'PROJECTING 3 INCHES.
 QT0074
 QT0074                          STATION RECOVERY (1981)
 QT0074
 QT0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QT0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0210 ***********************************************************************
 PU0210  DESIGNATION -  E 394
 PU0210  PID         -  PU0210
 PU0210  STATE/COUNTY-  SD/MEADE
 PU0210  COUNTRY     -  US
 PU0210  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0210
 PU0210                         *CURRENT SURVEY CONTROL
 PU0210  ______________________________________________________________________
 PU0210* NAD 83(1986) POSITION- 44 43 16.     (N) 102 08 35.     (W)   SCALED
 PU0210* NAVD 88 ORTHO HEIGHT -   703.899 (meters)     2309.38  (feet) ADJUSTED
 PU0210  ______________________________________________________________________
 PU0210  GEOID HEIGHT    -        -19.520 (meters)                     GEOID18
 PU0210  DYNAMIC HEIGHT  -        703.740 (meters)     2308.85  (feet) COMP
 PU0210  MODELED GRAVITY -    980,369.1   (mgal)                       NAVD 88
 PU0210
 PU0210  VERT ORDER      -  SECOND    CLASS 0
 PU0210
 PU0210.The horizontal coordinates were scaled from a map and have
 PU0210.an estimated accuracy of +/- 6 seconds.
 PU0210
 PU0210.The orthometric height was determined by differential leveling and
 PU0210.adjusted by the NATIONAL GEODETIC SURVEY
 PU0210.in June 1991.
 PU0210
 PU0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0210.GEOID18 height accuracy estimate available here.
 PU0210
 PU0210.Click photographs - Photos may exist for this station.
 PU0210
 PU0210.The dynamic height is computed by dividing the NAVD 88
 PU0210.geopotential number by the normal gravity value computed on the
 PU0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0210.degrees latitude (g = 980.6199 gals.).
 PU0210
 PU0210.The modeled gravity was interpolated from observed gravity values.
 PU0210
 PU0210;                    North         East    Units  Estimated Accuracy
 PU0210;SPC SD N     -   100,900.      430,240.      MT  (+/- 180 meters Scaled)
 PU0210
 PU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK262559(NAD 83)
 PU0210
 PU0210                          SUPERSEDED SURVEY CONTROL
 PU0210
 PU0210  NGVD 29 (??/??/92)  703.444  (m)         2307.88   (f) ADJ UNCH    2 0
 PU0210
 PU0210.Superseded values are not recommended for survey control.
 PU0210
 PU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0210.See file dsdata.pdf to determine how the superseded data were derived.
 PU0210
 PU0210_MARKER: DB = BENCH MARK DISK
 PU0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0210_STAMPING: E 394 1963
 PU0210_MARK LOGO: CGS
 PU0210_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0210+STABILITY: SURFACE MOTION
 PU0210
 PU0210  HISTORY     - Date     Condition        Report By
 PU0210  HISTORY     - 1963     MONUMENTED       CGS
 PU0210
 PU0210                          STATION DESCRIPTION
 PU0210
 PU0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0210'11.6 MI NW FROM HOWES.
 PU0210'7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0210'OFFICE AT HOWES, THENCE 4.6 MILES WEST ALONG A GRAVELED ROAD,
 PU0210'AT THE SOUTH END OF A HORSESHOE SHAPED CURVE, 77 FEET EAST OF
 PU0210'THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE SOUTH OF A SMALL
 PU0210'WOODEN BRIDGE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU0210'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0210'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0064 ***********************************************************************
 PU0064  DESIGNATION -  E 395
 PU0064  PID         -  PU0064
 PU0064  STATE/COUNTY-  SD/MEADE
 PU0064  COUNTRY     -  US
 PU0064  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0064
 PU0064                         *CURRENT SURVEY CONTROL
 PU0064  ______________________________________________________________________
 PU0064* NAD 83(1986) POSITION- 44 54 26.     (N) 102 19 37.     (W)   SCALED
 PU0064* NAVD 88 ORTHO HEIGHT -   799.544 (meters)     2623.17  (feet) ADJUSTED
 PU0064  ______________________________________________________________________
 PU0064  GEOID HEIGHT    -        -18.831 (meters)                     GEOID18
 PU0064  DYNAMIC HEIGHT  -        799.374 (meters)     2622.61  (feet) COMP
 PU0064  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 PU0064
 PU0064  VERT ORDER      -  SECOND    CLASS 0
 PU0064
 PU0064.The horizontal coordinates were scaled from a map and have
 PU0064.an estimated accuracy of +/- 6 seconds.
 PU0064
 PU0064.The orthometric height was determined by differential leveling and
 PU0064.adjusted by the NATIONAL GEODETIC SURVEY
 PU0064.in June 1991.
 PU0064
 PU0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0064.GEOID18 height accuracy estimate available here.
 PU0064
 PU0064.Click photographs - Photos may exist for this station.
 PU0064
 PU0064.The dynamic height is computed by dividing the NAVD 88
 PU0064.geopotential number by the normal gravity value computed on the
 PU0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0064.degrees latitude (g = 980.6199 gals.).
 PU0064
 PU0064.The modeled gravity was interpolated from observed gravity values.
 PU0064
 PU0064;                    North         East    Units  Estimated Accuracy
 PU0064;SPC SD N     -   121,970.      416,270.      MT  (+/- 180 meters Scaled)
 PU0064
 PU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK110761(NAD 83)
 PU0064
 PU0064                          SUPERSEDED SURVEY CONTROL
 PU0064
 PU0064  NGVD 29 (??/??/92)  799.085  (m)         2621.66   (f) ADJ UNCH    2 0
 PU0064
 PU0064.Superseded values are not recommended for survey control.
 PU0064
 PU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0064.See file dsdata.pdf to determine how the superseded data were derived.
 PU0064
 PU0064_MARKER: DB = BENCH MARK DISK
 PU0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0064_STAMPING: E 395 1963
 PU0064_MARK LOGO: CGS
 PU0064_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0064+STABILITY: SURFACE MOTION
 PU0064
 PU0064  HISTORY     - Date     Condition        Report By
 PU0064  HISTORY     - 1963     MONUMENTED       CGS
 PU0064
 PU0064                          STATION DESCRIPTION
 PU0064
 PU0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0064'9 MI E FROM OPAL.
 PU0064'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0064'OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0064'THENCE 4.1 MILES EAST ALONG A GRAVELED ROAD, 42 FEET NORTH OF THE
 PU0064'CENTER LINE OF THE ROAD, 40 FEET NORTHEAST OF THE NORTH END OF A
 PU0064'CULVERT, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2
 PU0064'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0064'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0355 ***********************************************************************
 OT0355  DESIGNATION -  E 396
 OT0355  PID         -  OT0355
 OT0355  STATE/COUNTY-  SD/FALL RIVER
 OT0355  COUNTRY     -  US
 OT0355  USGS QUAD   -  BUFFALO GAP (2017)
 OT0355
 OT0355                         *CURRENT SURVEY CONTROL
 OT0355  ______________________________________________________________________
 OT0355* NAD 83(1986) POSITION- 43 26 55.     (N) 103 21 29.     (W)   SCALED
 OT0355* NAVD 88 ORTHO HEIGHT -  1019.869 (meters)     3346.02  (feet) ADJUSTED
 OT0355  ______________________________________________________________________
 OT0355  GEOID HEIGHT    -        -16.017 (meters)                     GEOID18
 OT0355  DYNAMIC HEIGHT  -       1019.456 (meters)     3344.67  (feet) COMP
 OT0355  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 OT0355
 OT0355  VERT ORDER      -  FIRST     CLASS II
 OT0355
 OT0355.The horizontal coordinates were scaled from a map and have
 OT0355.an estimated accuracy of +/- 6 seconds.
 OT0355
 OT0355.The orthometric height was determined by differential leveling and
 OT0355.adjusted by the NATIONAL GEODETIC SURVEY
 OT0355.in June 1991.
 OT0355
 OT0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0355.GEOID18 height accuracy estimate available here.
 OT0355
 OT0355.Click photographs - Photos may exist for this station.
 OT0355
 OT0355.The dynamic height is computed by dividing the NAVD 88
 OT0355.geopotential number by the normal gravity value computed on the
 OT0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0355.degrees latitude (g = 980.6199 gals.).
 OT0355
 OT0355.The modeled gravity was interpolated from observed gravity values.
 OT0355
 OT0355;                    North         East    Units  Estimated Accuracy
 OT0355;SPC SD S     -   128,360.      355,240.      MT  (+/- 180 meters Scaled)
 OT0355
 OT0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ328119(NAD 83)
 OT0355
 OT0355                          SUPERSEDED SURVEY CONTROL
 OT0355
 OT0355  NGVD 29 (??/??/92) 1019.389  (m)         3344.45   (f) ADJ UNCH    1 2
 OT0355
 OT0355.Superseded values are not recommended for survey control.
 OT0355
 OT0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0355.See file dsdata.pdf to determine how the superseded data were derived.
 OT0355
 OT0355_MARKER: DB = BENCH MARK DISK
 OT0355_SETTING: 80 = SET IN A BOULDER
 OT0355_STAMPING: E 396 1963
 OT0355_MARK LOGO: CGS
 OT0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0355+STABILITY: SURFACE MOTION
 OT0355
 OT0355  HISTORY     - Date     Condition        Report By
 OT0355  HISTORY     - 1963     MONUMENTED       CGS
 OT0355  HISTORY     - 1985     GOOD             NGS
 OT0355
 OT0355                          STATION DESCRIPTION
 OT0355
 OT0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0355'4.2 MI SW FROM BUFFALO GAP.
 OT0355'0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN HILLS
 OT0355'BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 OT0355'THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 3.0 MILES
 OT0355'SOUTH ALONG STATE HIGHWAY 79, AT THE JUNCTION OF A GRAVELED ROAD
 OT0355'AND THE HIGHWAY, IN SECTION 12, T 7 S, R 6 E, SET IN THE TOP OF
 OT0355'A SANDSTONE BOULDER, 106 FEET WEST OF THE CENTER LINE OF THE
 OT0355'HIGHWAY, 66 FEET SOUTH OF THE CENTER OF A GATE, 6 FEET WEST OF
 OT0355'A FENCE, 6.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 OT0355'WITH THE HIGHWAY, AND SET IN THE TOP OF A SANDSTONE BOULDER
 OT0355'PROJECTING 6 INCHES.
 OT0355
 OT0355                          STATION RECOVERY (1985)
 OT0355
 OT0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0355'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 OT0355'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0355'SPRINGS, THENCE 6.3 KM (3.95 MI) NORTHEAST ALONG STATE HIGHWAY 79, IN
 OT0355'TOP OF A 3- BY 3-FOOT SANDSTONE BOULDER PROJECTING 10-INCHES ABOVE THE
 OT0355'SURFACE OF THE GROUND, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST 31, 32.3
 OT0355'METERS (106 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 20.1 METERS (66
 OT0355'FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 1.8 METERS (6 FT)
 OT0355'NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0355'THE MARK IS 2.0 METERS  N FROM  A WITNESS POST
 OT0355'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0531 ***********************************************************************
 OT0531  DESIGNATION -  E 397
 OT0531  PID         -  OT0531
 OT0531  STATE/COUNTY-  SD/FALL RIVER
 OT0531  COUNTRY     -  US
 OT0531  USGS QUAD   -  FLINT HILL (2017)
 OT0531
 OT0531                         *CURRENT SURVEY CONTROL
 OT0531  ______________________________________________________________________
 OT0531* NAD 83(1986) POSITION- 43 19 48.     (N) 103 43 23.     (W)   SCALED
 OT0531* NAVD 88 ORTHO HEIGHT -  1154.071 (meters)     3786.31  (feet) ADJUSTED
 OT0531  ______________________________________________________________________
 OT0531  GEOID HEIGHT    -        -15.110 (meters)                     GEOID18
 OT0531  DYNAMIC HEIGHT  -       1153.576 (meters)     3784.69  (feet) COMP
 OT0531  MODELED GRAVITY -    980,150.2   (mgal)                       NAVD 88
 OT0531
 OT0531  VERT ORDER      -  FIRST     CLASS II
 OT0531
 OT0531.The horizontal coordinates were scaled from a map and have
 OT0531.an estimated accuracy of +/- 6 seconds.
 OT0531
 OT0531.The orthometric height was determined by differential leveling and
 OT0531.adjusted by the NATIONAL GEODETIC SURVEY
 OT0531.in June 1991.
 OT0531
 OT0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0531.GEOID18 height accuracy estimate available here.
 OT0531
 OT0531.Click photographs - Photos may exist for this station.
 OT0531
 OT0531.The dynamic height is computed by dividing the NAVD 88
 OT0531.geopotential number by the normal gravity value computed on the
 OT0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0531.degrees latitude (g = 980.6199 gals.).
 OT0531
 OT0531.The modeled gravity was interpolated from observed gravity values.
 OT0531
 OT0531;                    North         East    Units  Estimated Accuracy
 OT0531;SPC SD S     -   116,330.      325,180.      MT  (+/- 180 meters Scaled)
 OT0531
 OT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH035982(NAD 83)
 OT0531
 OT0531                          SUPERSEDED SURVEY CONTROL
 OT0531
 OT0531  NGVD 29 (??/??/92) 1153.512  (m)         3784.48   (f) ADJ UNCH    1 2
 OT0531
 OT0531.Superseded values are not recommended for survey control.
 OT0531
 OT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0531.See file dsdata.pdf to determine how the superseded data were derived.
 OT0531
 OT0531_MARKER: DB = BENCH MARK DISK
 OT0531_SETTING: 80 = SET IN A BOULDER
 OT0531_STAMPING: E 397 1963
 OT0531_MARK LOGO: CGS
 OT0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0531+STABILITY: SURFACE MOTION
 OT0531
 OT0531  HISTORY     - Date     Condition        Report By
 OT0531  HISTORY     - 1963     MONUMENTED       CGS
 OT0531
 OT0531                          STATION DESCRIPTION
 OT0531
 OT0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0531'7.4 MI S FROM MINNEKAHTA.
 OT0531'ABOUT 7.45 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0531'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, OR 8.15
 OT0531'MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0531'FROM THE STATION AT EDGEMONT, IN SECTION 26, T 8 S, R 3 E, 18
 OT0531'POLES NORTHEAST OF MILE POST 8 AND 18 POLES SOUTHWEST OF MILE
 OT0531'POST 9, 82 FEET NORTHWEST OF THE NORTHWEST RAIL, 17 FEET NORTHEAST
 OT0531'OF THE CENTER OF A WIRE GATE, 5 1/2 FEET NORTHWEST OF A FENCE,
 OT0531'84 FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL ROAD PARALLELING
 OT0531'THE TRACKS, 0.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 10
 OT0531'FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A LARGE
 OT0531'BOULDER PROJECTING 24 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0284 ***********************************************************************
 OS0284  DESIGNATION -  E 4 S
 OS0284  PID         -  OS0284
 OS0284  STATE/COUNTY-  SD/JACKSON
 OS0284  COUNTRY     -  US
 OS0284  USGS QUAD   -  BELVIDERE (2017)
 OS0284
 OS0284                         *CURRENT SURVEY CONTROL
 OS0284  ______________________________________________________________________
 OS0284* NAD 83(1986) POSITION- 43 50 23.     (N) 101 20 40.     (W)   SCALED
 OS0284* NAVD 88 ORTHO HEIGHT -   755.056 (meters)     2477.21  (feet) ADJUSTED
 OS0284  ______________________________________________________________________
 OS0284  GEOID HEIGHT    -        -22.245 (meters)                     GEOID18
 OS0284  DYNAMIC HEIGHT  -        754.810 (meters)     2476.41  (feet) COMP
 OS0284  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OS0284
 OS0284  VERT ORDER      -  FIRST     CLASS II
 OS0284
 OS0284.The horizontal coordinates were scaled from a map and have
 OS0284.an estimated accuracy of +/- 6 seconds.
 OS0284
 OS0284.The orthometric height was determined by differential leveling and
 OS0284.adjusted by the NATIONAL GEODETIC SURVEY
 OS0284.in June 1991.
 OS0284
 OS0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0284.GEOID18 height accuracy estimate available here.
 OS0284
 OS0284.Click photographs - Photos may exist for this station.
 OS0284
 OS0284.The dynamic height is computed by dividing the NAVD 88
 OS0284.geopotential number by the normal gravity value computed on the
 OS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0284.degrees latitude (g = 980.6199 gals.).
 OS0284
 OS0284.The modeled gravity was interpolated from observed gravity values.
 OS0284
 OS0284;                    North         East    Units  Estimated Accuracy
 OS0284;SPC SD S     -   167,840.      518,690.      MT  (+/- 180 meters Scaled)
 OS0284
 OS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP115567(NAD 83)
 OS0284
 OS0284                          SUPERSEDED SURVEY CONTROL
 OS0284
 OS0284  NGVD 29 (??/??/92)  754.58   (m)         2475.7    (f) COMPUTED    1 2
 OS0284
 OS0284.Superseded values are not recommended for survey control.
 OS0284
 OS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0284.See file dsdata.pdf to determine how the superseded data were derived.
 OS0284
 OS0284_MARKER: DS = TRIANGULATION STATION DISK
 OS0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0284_STAMPING: E 4 S 1961
 OS0284_MARK LOGO: CGS
 OS0284_PROJECTION: FLUSH
 OS0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0284+STABILITY: SURFACE MOTION
 OS0284
 OS0284  HISTORY     - Date     Condition        Report By
 OS0284  HISTORY     - 1961     MONUMENTED       CGS
 OS0284  HISTORY     - 1962     GOOD             CGS
 OS0284
 OS0284                          STATION DESCRIPTION
 OS0284
 OS0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0284'4.1 MI W FROM BELVIDERE.
 OS0284'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0284'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25
 OS0284'MILE NORTH ALONG A TRAIL ROAD, THENCE 0.1 MILE NORTH ALONG A
 OS0284'GRAVELED ROAD, ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 16, AND ON
 OS0284'THE TOP OF A HILL, IN SECTION 27, T 2 S, R 23 E, 254 FEET WEST
 OS0284'OF THE CENTER LINE OF THE ROAD, 142 FEET SOUTH OF THE CENTER
 OS0284'LINE OF OLD ABANDONED U.S. HIGHWAY 16, 220 FEET WEST OF A FENCE,
 OS0284'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 OS0284'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0282 ***********************************************************************
 OS0282  DESIGNATION -  E 4 S AZ MK
 OS0282  PID         -  OS0282
 OS0282  STATE/COUNTY-  SD/JACKSON
 OS0282  COUNTRY     -  US
 OS0282  USGS QUAD   -  BELVIDERE (2017)
 OS0282
 OS0282                         *CURRENT SURVEY CONTROL
 OS0282  ______________________________________________________________________
 OS0282* NAD 83(1986) POSITION- 43 50 41.     (N) 101 21 20.     (W)   SCALED
 OS0282* NAVD 88 ORTHO HEIGHT -   755.816 (meters)     2479.71  (feet) ADJUSTED
 OS0282  ______________________________________________________________________
 OS0282  GEOID HEIGHT    -        -22.206 (meters)                     GEOID18
 OS0282  DYNAMIC HEIGHT  -        755.569 (meters)     2478.90  (feet) COMP
 OS0282  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 OS0282
 OS0282  VERT ORDER      -  FIRST     CLASS II
 OS0282
 OS0282.The horizontal coordinates were scaled from a map and have
 OS0282.an estimated accuracy of +/- 6 seconds.
 OS0282
 OS0282.The orthometric height was determined by differential leveling and
 OS0282.adjusted by the NATIONAL GEODETIC SURVEY
 OS0282.in June 1991.
 OS0282
 OS0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0282.GEOID18 height accuracy estimate available here.
 OS0282
 OS0282.Click photographs - Photos may exist for this station.
 OS0282
 OS0282.The dynamic height is computed by dividing the NAVD 88
 OS0282.geopotential number by the normal gravity value computed on the
 OS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0282.degrees latitude (g = 980.6199 gals.).
 OS0282
 OS0282.The modeled gravity was interpolated from observed gravity values.
 OS0282
 OS0282;                    North         East    Units  Estimated Accuracy
 OS0282;SPC SD S     -   168,410.      517,810.      MT  (+/- 180 meters Scaled)
 OS0282
 OS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP106573(NAD 83)
 OS0282
 OS0282                          SUPERSEDED SURVEY CONTROL
 OS0282
 OS0282  NGVD 29 (??/??/92)  755.34   (m)         2478.1    (f) COMPUTED    1 2
 OS0282
 OS0282.Superseded values are not recommended for survey control.
 OS0282
 OS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0282.See file dsdata.pdf to determine how the superseded data were derived.
 OS0282
 OS0282_MARKER: DZ = AZIMUTH MARK DISK
 OS0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0282_STAMPING: E 4 S 1961
 OS0282_MARK LOGO: CGS
 OS0282_PROJECTION: FLUSH
 OS0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0282+STABILITY: SURFACE MOTION
 OS0282
 OS0282  HISTORY     - Date     Condition        Report By
 OS0282  HISTORY     - 1961     MONUMENTED       CGS
 OS0282  HISTORY     - 1962     GOOD             CGS
 OS0282
 OS0282                          STATION DESCRIPTION
 OS0282
 OS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0282'4.8 MI W FROM BELVIDERE.
 OS0282'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0282'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25
 OS0282'MILE NORTH ALONG A TRAIL ROAD, THENCE 0.1 MILE NORTH ALONG A
 OS0282'GRAVELED ROAD, THENCE 0.7 MILE WEST ALONG OLD U.S. HIGHWAY 16
 OS0282'ROAD BED, 41 FEET SOUTH OF THE CENTER LINE OF OLD ROAD BED, 97
 OS0282'FEET SOUTHWEST OF A POWER POLE WITH WITNESS SHIELD ON SOUTH SIDE,
 OS0282'ABOUT LEVEL WITH THE ROAD BED, AND SET IN THE TOP OF A CONCRETE
 OS0282'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0283 ***********************************************************************
 OS0283  DESIGNATION -  E 4 S RM 1
 OS0283  PID         -  OS0283
 OS0283  STATE/COUNTY-  SD/JACKSON
 OS0283  COUNTRY     -  US
 OS0283  USGS QUAD   -  BELVIDERE (2017)
 OS0283
 OS0283                         *CURRENT SURVEY CONTROL
 OS0283  ______________________________________________________________________
 OS0283* NAD 83(1986) POSITION- 43 50 23.     (N) 101 20 40.     (W)   SCALED
 OS0283* NAVD 88 ORTHO HEIGHT -   755.020 (meters)     2477.09  (feet) ADJUSTED
 OS0283  ______________________________________________________________________
 OS0283  GEOID HEIGHT    -        -22.245 (meters)                     GEOID18
 OS0283  DYNAMIC HEIGHT  -        754.774 (meters)     2476.29  (feet) COMP
 OS0283  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OS0283
 OS0283  VERT ORDER      -  FIRST     CLASS II
 OS0283
 OS0283.The horizontal coordinates were scaled from a map and have
 OS0283.an estimated accuracy of +/- 6 seconds.
 OS0283
 OS0283.The orthometric height was determined by differential leveling and
 OS0283.adjusted by the NATIONAL GEODETIC SURVEY
 OS0283.in June 1991.
 OS0283
 OS0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0283.GEOID18 height accuracy estimate available here.
 OS0283
 OS0283.Click photographs - Photos may exist for this station.
 OS0283
 OS0283.The dynamic height is computed by dividing the NAVD 88
 OS0283.geopotential number by the normal gravity value computed on the
 OS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0283.degrees latitude (g = 980.6199 gals.).
 OS0283
 OS0283.The modeled gravity was interpolated from observed gravity values.
 OS0283
 OS0283;                    North         East    Units  Estimated Accuracy
 OS0283;SPC SD S     -   167,840.      518,690.      MT  (+/- 180 meters Scaled)
 OS0283
 OS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP115567(NAD 83)
 OS0283
 OS0283                          SUPERSEDED SURVEY CONTROL
 OS0283
 OS0283  NGVD 29 (??/??/92)  754.55   (m)         2475.6    (f) COMPUTED    1 2
 OS0283
 OS0283.Superseded values are not recommended for survey control.
 OS0283
 OS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0283.See file dsdata.pdf to determine how the superseded data were derived.
 OS0283
 OS0283_MARKER: DR = REFERENCE MARK DISK
 OS0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0283_STAMPING: E 4 S NO 1 1961
 OS0283_MARK LOGO: CGS
 OS0283_PROJECTION: FLUSH
 OS0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0283+STABILITY: SURFACE MOTION
 OS0283
 OS0283  HISTORY     - Date     Condition        Report By
 OS0283  HISTORY     - 1961     MONUMENTED       CGS
 OS0283  HISTORY     - 1962     GOOD             CGS
 OS0283
 OS0283                          STATION DESCRIPTION
 OS0283
 OS0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0283'4.1 MI W FROM BELVIDERE.
 OS0283'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0283'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25
 OS0283'MILE NORTH ALONG A TRAIL ROAD, THENCE 0.1 MILE NORTH ALONG A
 OS0283'GRAVELED ROAD, ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 16, AND
 OS0283'ON THE TOP OF A HILL, IN SECTION 27, T 2 S, R 23 E, 83 FEET
 OS0283'SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 16, 195 FEET WEST OF THE
 OS0283'CENTER LINE OF THE ROAD, 159 FEET WEST OF A FENCE, 58.7 FEET
 OS0283'EAST OF E 4 S 1961 TRIANGULATION STATION, ABOUT LEVEL WITH THE
 OS0283'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0285 ***********************************************************************
 OS0285  DESIGNATION -  E 4 S RM 2
 OS0285  PID         -  OS0285
 OS0285  STATE/COUNTY-  SD/JACKSON
 OS0285  COUNTRY     -  US
 OS0285  USGS QUAD   -  BELVIDERE (2017)
 OS0285
 OS0285                         *CURRENT SURVEY CONTROL
 OS0285  ______________________________________________________________________
 OS0285* NAD 83(1986) POSITION- 43 50 23.     (N) 101 20 40.     (W)   SCALED
 OS0285* NAVD 88 ORTHO HEIGHT -   755.131 (meters)     2477.46  (feet) ADJUSTED
 OS0285  ______________________________________________________________________
 OS0285  GEOID HEIGHT    -        -22.245 (meters)                     GEOID18
 OS0285  DYNAMIC HEIGHT  -        754.884 (meters)     2476.65  (feet) COMP
 OS0285  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OS0285
 OS0285  VERT ORDER      -  FIRST     CLASS II
 OS0285
 OS0285.The horizontal coordinates were scaled from a map and have
 OS0285.an estimated accuracy of +/- 6 seconds.
 OS0285
 OS0285.The orthometric height was determined by differential leveling and
 OS0285.adjusted by the NATIONAL GEODETIC SURVEY
 OS0285.in June 1991.
 OS0285
 OS0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0285.GEOID18 height accuracy estimate available here.
 OS0285
 OS0285.Click photographs - Photos may exist for this station.
 OS0285
 OS0285.The dynamic height is computed by dividing the NAVD 88
 OS0285.geopotential number by the normal gravity value computed on the
 OS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0285.degrees latitude (g = 980.6199 gals.).
 OS0285
 OS0285.The modeled gravity was interpolated from observed gravity values.
 OS0285
 OS0285;                    North         East    Units  Estimated Accuracy
 OS0285;SPC SD S     -   167,840.      518,690.      MT  (+/- 180 meters Scaled)
 OS0285
 OS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP115567(NAD 83)
 OS0285
 OS0285                          SUPERSEDED SURVEY CONTROL
 OS0285
 OS0285  NGVD 29 (??/??/92)  754.66   (m)         2475.9    (f) COMPUTED    1 2
 OS0285
 OS0285.Superseded values are not recommended for survey control.
 OS0285
 OS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0285.See file dsdata.pdf to determine how the superseded data were derived.
 OS0285
 OS0285_MARKER: DR = REFERENCE MARK DISK
 OS0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0285_STAMPING: E 4 S NO 2 1961
 OS0285_MARK LOGO: CGS
 OS0285_PROJECTION: FLUSH
 OS0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0285+STABILITY: SURFACE MOTION
 OS0285
 OS0285  HISTORY     - Date     Condition        Report By
 OS0285  HISTORY     - 1961     MONUMENTED       CGS
 OS0285  HISTORY     - 1962     GOOD             CGS
 OS0285
 OS0285                          STATION DESCRIPTION
 OS0285
 OS0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0285'4.1 MI W FROM BELVIDERE.
 OS0285'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0285'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25
 OS0285'MILE NORTH ALONG A TRAIL ROAD, THENCE 0.1 MILE NORTH ALONG A
 OS0285'GRAVELED ROAD, ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 16, AND
 OS0285'ON THE TOP OF A HILL, IN SECTION 27, T 2 S, R 23 E, 214 FEET
 OS0285'SOUTH OF THE CENTER LINE OF OLD HIGHWAY 16, 250 FEET WEST OF THE
 OS0285'CENTER LINE OF THE ROAD, 216 FEET WEST OF A FENCE, 72.0 FEET
 OS0285'SOUTH OF E 4 S 1961 TRIANGULATION STATION, ABOUT LEVEL WITH THE
 OS0285'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0286 ***********************************************************************
 OS0286  DESIGNATION -  E 4 T
 OS0286  PID         -  OS0286
 OS0286  STATE/COUNTY-  SD/JACKSON
 OS0286  COUNTRY     -  US
 OS0286  USGS QUAD   -  BELVIDERE (2017)
 OS0286
 OS0286                         *CURRENT SURVEY CONTROL
 OS0286  ______________________________________________________________________
 OS0286* NAD 83(1986) POSITION- 43 50 27.     (N) 101 20 59.     (W)   SCALED
 OS0286* NAVD 88 ORTHO HEIGHT -   754.236 (meters)     2474.52  (feet) ADJUSTED
 OS0286  ______________________________________________________________________
 OS0286  GEOID HEIGHT    -        -22.226 (meters)                     GEOID18
 OS0286  DYNAMIC HEIGHT  -        753.990 (meters)     2473.72  (feet) COMP
 OS0286  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OS0286
 OS0286  VERT ORDER      -  FIRST     CLASS II
 OS0286
 OS0286.The horizontal coordinates were scaled from a map and have
 OS0286.an estimated accuracy of +/- 6 seconds.
 OS0286
 OS0286.The orthometric height was determined by differential leveling and
 OS0286.adjusted by the NATIONAL GEODETIC SURVEY
 OS0286.in June 1991.
 OS0286
 OS0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0286.GEOID18 height accuracy estimate available here.
 OS0286
 OS0286.Click photographs - Photos may exist for this station.
 OS0286
 OS0286.The dynamic height is computed by dividing the NAVD 88
 OS0286.geopotential number by the normal gravity value computed on the
 OS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0286.degrees latitude (g = 980.6199 gals.).
 OS0286
 OS0286.The modeled gravity was interpolated from observed gravity values.
 OS0286
 OS0286;                    North         East    Units  Estimated Accuracy
 OS0286;SPC SD S     -   167,970.      518,270.      MT  (+/- 180 meters Scaled)
 OS0286
 OS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP111568(NAD 83)
 OS0286
 OS0286                          SUPERSEDED SURVEY CONTROL
 OS0286
 OS0286  NGVD 29 (??/??/92)  753.76   (m)         2473.0    (f) COMPUTED    1 2
 OS0286
 OS0286.Superseded values are not recommended for survey control.
 OS0286
 OS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0286.See file dsdata.pdf to determine how the superseded data were derived.
 OS0286
 OS0286_MARKER: DS = TRIANGULATION STATION DISK
 OS0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0286_STAMPING: E 4 T 1961
 OS0286_MARK LOGO: CGS
 OS0286_PROJECTION: FLUSH
 OS0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0286+STABILITY: SURFACE MOTION
 OS0286
 OS0286  HISTORY     - Date     Condition        Report By
 OS0286  HISTORY     - 1961     MONUMENTED       CGS
 OS0286  HISTORY     - 1962     GOOD             CGS
 OS0286
 OS0286                          STATION DESCRIPTION
 OS0286
 OS0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0286'4.5 MI W FROM BELVIDERE.
 OS0286'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0286'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25 MILE
 OS0286'NORTH ALONG A TRAIL ROAD, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD,
 OS0286'THENCE 0.3 MILE WEST ALONG THE OLD U.S. HIGHWAY 16, THENCE 0.1
 OS0286'MILE SOUTH ACROSS COUNTRY TO CREST OF A RIDGE AND SITE OF THE
 OS0286'MARK, ABOUT 0.15 MILES NORTH OF NEW U.S. HIGHWAY 16 AND 0.1 MILE
 OS0286'SOUTH OF OLD HIGHWAY BED AND POWER LINE, ABOUT LEVEL WITH THE
 OS0286'OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 OS0286'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0287 ***********************************************************************
 OS0287  DESIGNATION -  E 4 T RM 1
 OS0287  PID         -  OS0287
 OS0287  STATE/COUNTY-  SD/JACKSON
 OS0287  COUNTRY     -  US
 OS0287  USGS QUAD   -  BELVIDERE (2017)
 OS0287
 OS0287                         *CURRENT SURVEY CONTROL
 OS0287  ______________________________________________________________________
 OS0287* NAD 83(1986) POSITION- 43 50 27.     (N) 101 20 59.     (W)   SCALED
 OS0287* NAVD 88 ORTHO HEIGHT -   753.927 (meters)     2473.51  (feet) ADJUSTED
 OS0287  ______________________________________________________________________
 OS0287  GEOID HEIGHT    -        -22.226 (meters)                     GEOID18
 OS0287  DYNAMIC HEIGHT  -        753.681 (meters)     2472.70  (feet) COMP
 OS0287  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OS0287
 OS0287  VERT ORDER      -  FIRST     CLASS II
 OS0287
 OS0287.The horizontal coordinates were scaled from a map and have
 OS0287.an estimated accuracy of +/- 6 seconds.
 OS0287
 OS0287.The orthometric height was determined by differential leveling and
 OS0287.adjusted by the NATIONAL GEODETIC SURVEY
 OS0287.in June 1991.
 OS0287
 OS0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0287.GEOID18 height accuracy estimate available here.
 OS0287
 OS0287.Click photographs - Photos may exist for this station.
 OS0287
 OS0287.The dynamic height is computed by dividing the NAVD 88
 OS0287.geopotential number by the normal gravity value computed on the
 OS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0287.degrees latitude (g = 980.6199 gals.).
 OS0287
 OS0287.The modeled gravity was interpolated from observed gravity values.
 OS0287
 OS0287;                    North         East    Units  Estimated Accuracy
 OS0287;SPC SD S     -   167,970.      518,270.      MT  (+/- 180 meters Scaled)
 OS0287
 OS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP111568(NAD 83)
 OS0287
 OS0287                          SUPERSEDED SURVEY CONTROL
 OS0287
 OS0287  NGVD 29 (??/??/92)  753.45   (m)         2471.9    (f) COMPUTED    1 2
 OS0287
 OS0287.Superseded values are not recommended for survey control.
 OS0287
 OS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0287.See file dsdata.pdf to determine how the superseded data were derived.
 OS0287
 OS0287_MARKER: DR = REFERENCE MARK DISK
 OS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0287_STAMPING: E 4 T NO 1 1962
 OS0287_MARK LOGO: CGS
 OS0287_PROJECTION: FLUSH
 OS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0287+STABILITY: SURFACE MOTION
 OS0287
 OS0287  HISTORY     - Date     Condition        Report By
 OS0287  HISTORY     - 1962     MONUMENTED       CGS
 OS0287
 OS0287                          STATION DESCRIPTION
 OS0287
 OS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0287'4.5 MI W FROM BELVIDERE.
 OS0287'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0287'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25
 OS0287'MILE NORTH ALONG A TRAIL ROAD, THENCE 0.1 MILE NORTH ALONG A
 OS0287'GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG THE OLD U.S. HIGHWAY 16,
 OS0287'THENCE 0.1 MILE SOUTH ACROSS COUNTRY TO CREST OF A RIDGE AND
 OS0287'SITE OF THE MARK, ABOUT 0.15 MILE NORTH OF NEW U.S. HIGHWAY 16
 OS0287'AND 0.1 MILE SOUTH OF OLD HIGHWAY BED AND POWER LINE, 55.5 FEET
 OS0287'SOUTH-SOUTHEAST OF E 4 T 1961 TRIANGULATION STATION, AND SET
 OS0287'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0288 ***********************************************************************
 OS0288  DESIGNATION -  E 4 T RM 2
 OS0288  PID         -  OS0288
 OS0288  STATE/COUNTY-  SD/JACKSON
 OS0288  COUNTRY     -  US
 OS0288  USGS QUAD   -  BELVIDERE (2017)
 OS0288
 OS0288                         *CURRENT SURVEY CONTROL
 OS0288  ______________________________________________________________________
 OS0288* NAD 83(1986) POSITION- 43 50 27.     (N) 101 20 59.     (W)   SCALED
 OS0288* NAVD 88 ORTHO HEIGHT -   753.843 (meters)     2473.23  (feet) ADJUSTED
 OS0288  ______________________________________________________________________
 OS0288  GEOID HEIGHT    -        -22.226 (meters)                     GEOID18
 OS0288  DYNAMIC HEIGHT  -        753.597 (meters)     2472.43  (feet) COMP
 OS0288  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OS0288
 OS0288  VERT ORDER      -  FIRST     CLASS II
 OS0288
 OS0288.The horizontal coordinates were scaled from a map and have
 OS0288.an estimated accuracy of +/- 6 seconds.
 OS0288
 OS0288.The orthometric height was determined by differential leveling and
 OS0288.adjusted by the NATIONAL GEODETIC SURVEY
 OS0288.in June 1991.
 OS0288
 OS0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0288.GEOID18 height accuracy estimate available here.
 OS0288
 OS0288.Click photographs - Photos may exist for this station.
 OS0288
 OS0288.The dynamic height is computed by dividing the NAVD 88
 OS0288.geopotential number by the normal gravity value computed on the
 OS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0288.degrees latitude (g = 980.6199 gals.).
 OS0288
 OS0288.The modeled gravity was interpolated from observed gravity values.
 OS0288
 OS0288;                    North         East    Units  Estimated Accuracy
 OS0288;SPC SD S     -   167,970.      518,270.      MT  (+/- 180 meters Scaled)
 OS0288
 OS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP111568(NAD 83)
 OS0288
 OS0288                          SUPERSEDED SURVEY CONTROL
 OS0288
 OS0288  NGVD 29 (??/??/92)  753.37   (m)         2471.7    (f) COMPUTED    1 2
 OS0288
 OS0288.Superseded values are not recommended for survey control.
 OS0288
 OS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0288.See file dsdata.pdf to determine how the superseded data were derived.
 OS0288
 OS0288_MARKER: DR = REFERENCE MARK DISK
 OS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0288_STAMPING: E 4 T NO 2 1961
 OS0288_MARK LOGO: CGS
 OS0288_PROJECTION: FLUSH
 OS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0288+STABILITY: SURFACE MOTION
 OS0288
 OS0288  HISTORY     - Date     Condition        Report By
 OS0288  HISTORY     - 1961     MONUMENTED       CGS
 OS0288  HISTORY     - 1962     GOOD             CGS
 OS0288
 OS0288                          STATION DESCRIPTION
 OS0288
 OS0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0288'4.5 MI W FROM BELVIDERE.
 OS0288'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0288'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25
 OS0288'MILE NORTH ALONG A TRAIL ROAD, THENCE 0.1 MILE NORTH ALONG A
 OS0288'GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG THE OLD U.S. HIGHWAY
 OS0288'16, THENCE 0.1 MILE SOUTH ACROSS COUNTRY TO CREST OF A RIDGE
 OS0288'AND SITE OF THE MARK, ABOUT 0.15 MILE NORTH OF NEW U.S. HIGHWAY
 OS0288'16 AND 0.1 MILE SOUTH OF OLD HIGHWAY BED AND POWER LINE, 57.2
 OS0288'FEET WEST-SOUTHWEST OF E 4 T 1961 TRIANGULATION STATION, AND
 OS0288'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0811 ***********************************************************************
 PU0811  DESIGNATION -  E 401
 PU0811  PID         -  PU0811
 PU0811  STATE/COUNTY-  SD/MEADE
 PU0811  COUNTRY     -  US
 PU0811  USGS QUAD   -  STONEVILLE (2017)
 PU0811
 PU0811                         *CURRENT SURVEY CONTROL
 PU0811  ______________________________________________________________________
 PU0811* NAD 83(1986) POSITION- 44 43 59.     (N) 102 39 15.     (W)   SCALED
 PU0811* NAVD 88 ORTHO HEIGHT -   891.966 (meters)     2926.39  (feet) ADJUSTED
 PU0811  ______________________________________________________________________
 PU0811  GEOID HEIGHT    -        -18.038 (meters)                     GEOID18
 PU0811  DYNAMIC HEIGHT  -        891.750 (meters)     2925.68  (feet) COMP
 PU0811  MODELED GRAVITY -    980,344.5   (mgal)                       NAVD 88
 PU0811
 PU0811  VERT ORDER      -  SECOND    CLASS 0
 PU0811
 PU0811.The horizontal coordinates were scaled from a map and have
 PU0811.an estimated accuracy of +/- 6 seconds.
 PU0811
 PU0811.The orthometric height was determined by differential leveling and
 PU0811.adjusted by the NATIONAL GEODETIC SURVEY
 PU0811.in June 1991.
 PU0811
 PU0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0811.GEOID18 height accuracy estimate available here.
 PU0811
 PU0811.Click photographs - Photos may exist for this station.
 PU0811
 PU0811.The dynamic height is computed by dividing the NAVD 88
 PU0811.geopotential number by the normal gravity value computed on the
 PU0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0811.degrees latitude (g = 980.6199 gals.).
 PU0811
 PU0811.The modeled gravity was interpolated from observed gravity values.
 PU0811
 PU0811;                    North         East    Units  Estimated Accuracy
 PU0811;SPC SD N     -   103,430.      389,810.      MT  (+/- 180 meters Scaled)
 PU0811
 PU0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK857559(NAD 83)
 PU0811
 PU0811                          SUPERSEDED SURVEY CONTROL
 PU0811
 PU0811  NGVD 29 (??/??/92)  891.497  (m)         2924.85   (f) ADJ UNCH    2 0
 PU0811
 PU0811.Superseded values are not recommended for survey control.
 PU0811
 PU0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0811.See file dsdata.pdf to determine how the superseded data were derived.
 PU0811
 PU0811_MARKER: DB = BENCH MARK DISK
 PU0811_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PU0811_SP_SET: PLATFORM
 PU0811_STAMPING: E 401 1962
 PU0811_MARK LOGO: CGS
 PU0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0811
 PU0811  HISTORY     - Date     Condition        Report By
 PU0811  HISTORY     - 1962     MONUMENTED       CGS
 PU0811
 PU0811                          STATION DESCRIPTION
 PU0811
 PU0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0811'AT STONEVILLE.
 PU0811'AT STONEVILLE, IN THE TOP OF THE CONCRETE LOADING PLATFORM OF
 PU0811'STORE, 103 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 PU0811'GRAVELED ROAD WEST AND NORTH-SOUTH GRAVELED ROAD, 14 1/2 FEET
 PU0811'SOUTH OF THE CENTER OF THE MAIN ENTRANCE TO STORE, 0.9 FOOT
 PU0811'NORTHEAST OF THE SOUTHWEST CORNER OF THE PLATFORM AND A FLAG
 PU0811'POLE, AND ABOUT 2 FEET HIGHER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0157 ***********************************************************************
 QT0157  DESIGNATION -  E 402 RESET
 QT0157  PID         -  QT0157
 QT0157  STATE/COUNTY-  SD/MEADE
 QT0157  COUNTRY     -  US
 QT0157  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0157
 QT0157                         *CURRENT SURVEY CONTROL
 QT0157  ______________________________________________________________________
 QT0157* NAD 83(1986) POSITION- 45 01 21.     (N) 102 45 06.     (W)   SCALED
 QT0157* NAVD 88 ORTHO HEIGHT -   889.112 (meters)     2917.03  (feet) ADJUSTED
 QT0157  ______________________________________________________________________
 QT0157  GEOID HEIGHT    -        -17.683 (meters)                     GEOID18
 QT0157  DYNAMIC HEIGHT  -        888.921 (meters)     2916.40  (feet) COMP
 QT0157  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 QT0157
 QT0157  VERT ORDER      -  FIRST     CLASS II
 QT0157
 QT0157.The horizontal coordinates were scaled from a map and have
 QT0157.an estimated accuracy of +/- 6 seconds.
 QT0157
 QT0157.The orthometric height was determined by differential leveling and
 QT0157.adjusted by the NATIONAL GEODETIC SURVEY
 QT0157.in July 1998.
 QT0157
 QT0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0157.GEOID18 height accuracy estimate available here.
 QT0157
 QT0157.Click photographs - Photos may exist for this station.
 QT0157
 QT0157.The dynamic height is computed by dividing the NAVD 88
 QT0157.geopotential number by the normal gravity value computed on the
 QT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0157.degrees latitude (g = 980.6199 gals.).
 QT0157
 QT0157.The modeled gravity was interpolated from observed gravity values.
 QT0157
 QT0157;                    North         East    Units  Estimated Accuracy
 QT0157;SPC SD N     -   135,830.      383,180.      MT  (+/- 180 meters Scaled)
 QT0157
 QT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK771879(NAD 83)
 QT0157
 QT0157                          SUPERSEDED SURVEY CONTROL
 QT0157
 QT0157.No superseded survey control is available for this station.
 QT0157
 QT0157_MARKER: DB = BENCH MARK DISK
 QT0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0157_STAMPING: E 402 RESET 1966
 QT0157_MARK LOGO: CGS
 QT0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0157+STABILITY: SURFACE MOTION
 QT0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0157+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0157
 QT0157  HISTORY     - Date     Condition        Report By
 QT0157  HISTORY     - 1966     MONUMENTED       CGS
 QT0157  HISTORY     - 19960425 GOOD             NGS
 QT0157
 QT0157                          STATION DESCRIPTION
 QT0157
 QT0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0157'6.7 MI E FROM MUD BUTTE.
 QT0157'6.7 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0157'BUTTE, 0.05 MILE WEST OF A GATE, 99 FEET SOUTH OF THE CENTER
 QT0157'OF U.S. HIGHWAY 212, 50 FEET EAST OF A TELEPHONE POLE, 1 FOOT
 QT0157'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 QT0157'POST WHICH PROJECTS 4 INCHES.
 QT0157
 QT0157                          STATION RECOVERY (1996)
 QT0157
 QT0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0157'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0157'IN MUD BUTTE, 672.0 M (2204.7 FT) EAST OF MILEPOST 79, 56.3 M (184.7
 QT0157'FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 30.2 M (99.1 FT) SOUTH
 QT0157'OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QT0157'HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, 0.4 M (1.3 FT)
 QT0157'NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0788 ***********************************************************************
 PU0788  DESIGNATION -  E 403
 PU0788  PID         -  PU0788
 PU0788  STATE/COUNTY-  SD/MEADE
 PU0788  COUNTRY     -  US
 PU0788  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0788
 PU0788                         *CURRENT SURVEY CONTROL
 PU0788  ______________________________________________________________________
 PU0788* NAD 83(1986) POSITION- 44 56 09.     (N) 102 39 17.     (W)   SCALED
 PU0788* NAVD 88 ORTHO HEIGHT -   847.670 (meters)     2781.06  (feet) ADJUSTED
 PU0788  ______________________________________________________________________
 PU0788  GEOID HEIGHT    -        -17.929 (meters)                     GEOID18
 PU0788  DYNAMIC HEIGHT  -        847.487 (meters)     2780.46  (feet) COMP
 PU0788  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 PU0788
 PU0788  VERT ORDER      -  SECOND    CLASS 0
 PU0788
 PU0788.The horizontal coordinates were scaled from a map and have
 PU0788.an estimated accuracy of +/- 6 seconds.
 PU0788
 PU0788.The orthometric height was determined by differential leveling and
 PU0788.adjusted by the NATIONAL GEODETIC SURVEY
 PU0788.in June 1991.
 PU0788
 PU0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0788.GEOID18 height accuracy estimate available here.
 PU0788
 PU0788.Click photographs - Photos may exist for this station.
 PU0788
 PU0788.The dynamic height is computed by dividing the NAVD 88
 PU0788.geopotential number by the normal gravity value computed on the
 PU0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0788.degrees latitude (g = 980.6199 gals.).
 PU0788
 PU0788.The modeled gravity was interpolated from observed gravity values.
 PU0788
 PU0788;                    North         East    Units  Estimated Accuracy
 PU0788;SPC SD N     -   125,950.      390,500.      MT  (+/- 180 meters Scaled)
 PU0788
 PU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK850784(NAD 83)
 PU0788
 PU0788                          SUPERSEDED SURVEY CONTROL
 PU0788
 PU0788  NGVD 29 (??/??/92)  847.205  (m)         2779.54   (f) ADJ UNCH    2 0
 PU0788
 PU0788.Superseded values are not recommended for survey control.
 PU0788
 PU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0788.See file dsdata.pdf to determine how the superseded data were derived.
 PU0788
 PU0788_MARKER: DB = BENCH MARK DISK
 PU0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0788_STAMPING: E 403 1962
 PU0788_MARK LOGO: CGS
 PU0788_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0788+STABILITY: SURFACE MOTION
 PU0788
 PU0788  HISTORY     - Date     Condition        Report By
 PU0788  HISTORY     - 1962     MONUMENTED       CGS
 PU0788
 PU0788                          STATION DESCRIPTION
 PU0788
 PU0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0788'9.2 MI SW FROM MAURINE.
 PU0788'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0788'THENCE 6.2 MILES SOUTH ALONG A GRAVELED ROAD, 54 FEET SOUTHWEST
 PU0788'OF THE CENTER OF THE INTERSECTION OF A GRADED FARM ROAD, 49 FEET
 PU0788'WEST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER
 PU0788'OF A GATE AND THE FARM ROAD, 3.8 FEET EAST OF A FENCE, 2 FEET
 PU0788'EAST OF A POWER POLE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT
 PU0788'2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0788'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0741 ***********************************************************************
 PU0741  DESIGNATION -  E 404
 PU0741  PID         -  PU0741
 PU0741  STATE/COUNTY-  SD/MEADE
 PU0741  COUNTRY     -  US
 PU0741  USGS QUAD   -  CAMP CREEK (2017)
 PU0741
 PU0741                         *CURRENT SURVEY CONTROL
 PU0741  ______________________________________________________________________
 PU0741* NAD 83(1986) POSITION- 44 59 06.     (N) 102 52 37.     (W)   SCALED
 PU0741* NAVD 88 ORTHO HEIGHT -   851.322 (meters)     2793.05  (feet) ADJUSTED
 PU0741  ______________________________________________________________________
 PU0741  GEOID HEIGHT    -        -17.437 (meters)                     GEOID18
 PU0741  DYNAMIC HEIGHT  -        851.138 (meters)     2792.44  (feet) COMP
 PU0741  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 PU0741
 PU0741  VERT ORDER      -  SECOND    CLASS 0
 PU0741
 PU0741.The horizontal coordinates were scaled from a map and have
 PU0741.an estimated accuracy of +/- 6 seconds.
 PU0741
 PU0741.The orthometric height was determined by differential leveling and
 PU0741.adjusted by the NATIONAL GEODETIC SURVEY
 PU0741.in June 1991.
 PU0741
 PU0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0741.GEOID18 height accuracy estimate available here.
 PU0741
 PU0741.Click photographs - Photos may exist for this station.
 PU0741
 PU0741.The dynamic height is computed by dividing the NAVD 88
 PU0741.geopotential number by the normal gravity value computed on the
 PU0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0741.degrees latitude (g = 980.6199 gals.).
 PU0741
 PU0741.The modeled gravity was interpolated from observed gravity values.
 PU0741
 PU0741;                    North         East    Units  Estimated Accuracy
 PU0741;SPC SD N     -   132,010.      373,160.      MT  (+/- 180 meters Scaled)
 PU0741
 PU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK673834(NAD 83)
 PU0741
 PU0741                          SUPERSEDED SURVEY CONTROL
 PU0741
 PU0741  NGVD 29 (??/??/92)  850.845  (m)         2791.48   (f) ADJ UNCH    2 0
 PU0741
 PU0741.Superseded values are not recommended for survey control.
 PU0741
 PU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0741.See file dsdata.pdf to determine how the superseded data were derived.
 PU0741
 PU0741_MARKER: DB = BENCH MARK DISK
 PU0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0741_STAMPING: E 404 1962
 PU0741_MARK LOGO: CGS
 PU0741_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0741+STABILITY: SURFACE MOTION
 PU0741
 PU0741  HISTORY     - Date     Condition        Report By
 PU0741  HISTORY     - 1962     MONUMENTED       CGS
 PU0741
 PU0741                          STATION DESCRIPTION
 PU0741
 PU0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0741'1.4 MI S FROM MUD BUTTE.
 PU0741'1.45 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MUD
 PU0741'BUTTE, ABOUT MIDWAY BETWEEN CURVES, AT THE CROSSING OF A TELEPHONE
 PU0741'LINE, 38 FEET WEST-SOUTHWEST OF THE ROAD, 61 FEET NORTH-NORTHWEST
 PU0741'OF A FENCE CORNER, 9.2 FEET EAST-NORTHEAST OF A FENCE, 2.7
 PU0741'FEET SOUTHEAST OF A TELEPHONE POLE, 2.5 FEET NORTHWEST OF A
 PU0741'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0741'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0794 ***********************************************************************
 PU0794  DESIGNATION -  E 405
 PU0794  PID         -  PU0794
 PU0794  STATE/COUNTY-  SD/MEADE
 PU0794  COUNTRY     -  US
 PU0794  USGS QUAD   -  BIG DRAW (2017)
 PU0794
 PU0794                         *CURRENT SURVEY CONTROL
 PU0794  ______________________________________________________________________
 PU0794* NAD 83(1986) POSITION- 44 51 31.     (N) 102 39 17.     (W)   SCALED
 PU0794* NAVD 88 ORTHO HEIGHT -   780.212 (meters)     2559.75  (feet) ADJUSTED
 PU0794  ______________________________________________________________________
 PU0794  GEOID HEIGHT    -        -17.986 (meters)                     GEOID18
 PU0794  DYNAMIC HEIGHT  -        780.045 (meters)     2559.20  (feet) COMP
 PU0794  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 PU0794
 PU0794  VERT ORDER      -  SECOND    CLASS 0
 PU0794
 PU0794.The horizontal coordinates were scaled from a map and have
 PU0794.an estimated accuracy of +/- 6 seconds.
 PU0794
 PU0794.The orthometric height was determined by differential leveling and
 PU0794.adjusted by the NATIONAL GEODETIC SURVEY
 PU0794.in June 1991.
 PU0794
 PU0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0794.GEOID18 height accuracy estimate available here.
 PU0794
 PU0794.Click photographs - Photos may exist for this station.
 PU0794
 PU0794.The dynamic height is computed by dividing the NAVD 88
 PU0794.geopotential number by the normal gravity value computed on the
 PU0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0794.degrees latitude (g = 980.6199 gals.).
 PU0794
 PU0794.The modeled gravity was interpolated from observed gravity values.
 PU0794
 PU0794;                    North         East    Units  Estimated Accuracy
 PU0794;SPC SD N     -   117,370.      390,220.      MT  (+/- 180 meters Scaled)
 PU0794
 PU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK852699(NAD 83)
 PU0794
 PU0794                          SUPERSEDED SURVEY CONTROL
 PU0794
 PU0794  NGVD 29 (??/??/92)  779.753  (m)         2558.24   (f) ADJ UNCH    2 0
 PU0794
 PU0794.Superseded values are not recommended for survey control.
 PU0794
 PU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0794.See file dsdata.pdf to determine how the superseded data were derived.
 PU0794
 PU0794_MARKER: DB = BENCH MARK DISK
 PU0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0794_STAMPING: E 405 1962
 PU0794_MARK LOGO: CGS
 PU0794_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0794+STABILITY: SURFACE MOTION
 PU0794
 PU0794  HISTORY     - Date     Condition        Report By
 PU0794  HISTORY     - 1962     MONUMENTED       CGS
 PU0794
 PU0794                          STATION DESCRIPTION
 PU0794
 PU0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0794'9.6 MI N FROM STONEVILLE.
 PU0794'9.65 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0794'STONEVILLE, 0.3 MILE NORTH OF A WOODEN BRIDGE OVER A CREEK, 49
 PU0794'FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE
 PU0794'CENTER OF A WIRE GATE, 2.8 FEET EAST OF A FENCE, 2.5 FEET SOUTH
 PU0794'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN
 PU0794'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0651 ***********************************************************************
 PU0651  DESIGNATION -  E 406
 PU0651  PID         -  PU0651
 PU0651  STATE/COUNTY-  SD/MEADE
 PU0651  COUNTRY     -  US
 PU0651  USGS QUAD   -  HEREFORD (2017)
 PU0651
 PU0651                         *CURRENT SURVEY CONTROL
 PU0651  ______________________________________________________________________
 PU0651* NAD 83(1986) POSITION- 44 27 09.     (N) 102 55 27.     (W)   SCALED
 PU0651* NAVD 88 ORTHO HEIGHT -   822.801 (meters)     2699.47  (feet) ADJUSTED
 PU0651  ______________________________________________________________________
 PU0651  GEOID HEIGHT    -        -17.542 (meters)                     GEOID18
 PU0651  DYNAMIC HEIGHT  -        822.576 (meters)     2698.73  (feet) COMP
 PU0651  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 PU0651
 PU0651  VERT ORDER      -  SECOND    CLASS 0
 PU0651
 PU0651.The horizontal coordinates were scaled from a map and have
 PU0651.an estimated accuracy of +/- 6 seconds.
 PU0651
 PU0651.The orthometric height was determined by differential leveling and
 PU0651.adjusted by the NATIONAL GEODETIC SURVEY
 PU0651.in June 1991.
 PU0651
 PU0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0651.GEOID18 height accuracy estimate available here.
 PU0651
 PU0651.Click photographs - Photos may exist for this station.
 PU0651
 PU0651.The dynamic height is computed by dividing the NAVD 88
 PU0651.geopotential number by the normal gravity value computed on the
 PU0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0651.degrees latitude (g = 980.6199 gals.).
 PU0651
 PU0651.The modeled gravity was interpolated from observed gravity values.
 PU0651
 PU0651;                    North         East    Units  Estimated Accuracy
 PU0651;SPC SD N     -    73,010.      367,310.      MT  (+/- 180 meters Scaled)
 PU0651
 PU0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK651242(NAD 83)
 PU0651
 PU0651                          SUPERSEDED SURVEY CONTROL
 PU0651
 PU0651  NGVD 29 (??/??/92)  822.341  (m)         2697.96   (f) ADJ UNCH    2 0
 PU0651
 PU0651.Superseded values are not recommended for survey control.
 PU0651
 PU0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0651.See file dsdata.pdf to determine how the superseded data were derived.
 PU0651
 PU0651_MARKER: DB = BENCH MARK DISK
 PU0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0651_STAMPING: E 406 1962
 PU0651_MARK LOGO: CGS
 PU0651_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0651+STABILITY: SURFACE MOTION
 PU0651
 PU0651  HISTORY     - Date     Condition        Report By
 PU0651  HISTORY     - 1962     MONUMENTED       CGS
 PU0651
 PU0651                          STATION DESCRIPTION
 PU0651
 PU0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0651'6 MI NW FROM HEREFORD.
 PU0651'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0651'THENCE 4.6 MILES NORTH ALONG A GRAVEL ROAD, 258 FEET EAST-NORTHEAST
 PU0651'OF THE NORTHEAST CORNER OF CLOVER SCHOOL BUILDING, 40 1/2 FEET WEST
 PU0651'OF THE CENTER LINE OF THE ROAD, 58 FEET NORTH OF THE CENTER OF A
 PU0651'WIRE GATE, 3.4 FEET WEST OF A FENCE, 2.5 FEET SOUTH OF A FENCE,
 PU0651'ABOUT 2 FEET ABOVE THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0651'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1120 ***********************************************************************
 PU1120  DESIGNATION -  E 407
 PU1120  PID         -  PU1120
 PU1120  STATE/COUNTY-  SD/BUTTE
 PU1120  COUNTRY     -  US
 PU1120  USGS QUAD   -  NEWELL (2017)
 PU1120
 PU1120                         *CURRENT SURVEY CONTROL
 PU1120  ______________________________________________________________________
 PU1120* NAD 83(1986) POSITION- 44 38 27.     (N) 103 29 15.     (W)   SCALED
 PU1120* NAVD 88 ORTHO HEIGHT -   868.012 (meters)     2847.80  (feet) ADJUSTED
 PU1120  ______________________________________________________________________
 PU1120  GEOID HEIGHT    -        -16.119 (meters)                     GEOID18
 PU1120  DYNAMIC HEIGHT  -        867.781 (meters)     2847.04  (feet) COMP
 PU1120  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 PU1120
 PU1120  VERT ORDER      -  SECOND    CLASS 0
 PU1120
 PU1120.The horizontal coordinates were scaled from a map and have
 PU1120.an estimated accuracy of +/- 6 seconds.
 PU1120
 PU1120.The orthometric height was determined by differential leveling and
 PU1120.adjusted by the NATIONAL GEODETIC SURVEY
 PU1120.in June 1991.
 PU1120
 PU1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1120.GEOID18 height accuracy estimate available here.
 PU1120
 PU1120.Click photographs - Photos may exist for this station.
 PU1120
 PU1120.The dynamic height is computed by dividing the NAVD 88
 PU1120.geopotential number by the normal gravity value computed on the
 PU1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1120.degrees latitude (g = 980.6199 gals.).
 PU1120
 PU1120.The modeled gravity was interpolated from observed gravity values.
 PU1120
 PU1120;                    North         East    Units  Estimated Accuracy
 PU1120;SPC SD N     -    95,690.      323,410.      MT  (+/- 180 meters Scaled)
 PU1120
 PU1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK199441(NAD 83)
 PU1120
 PU1120                          SUPERSEDED SURVEY CONTROL
 PU1120
 PU1120  NGVD 29 (??/??/92)  867.527  (m)         2846.21   (f) ADJ UNCH    2 0
 PU1120
 PU1120.Superseded values are not recommended for survey control.
 PU1120
 PU1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1120.See file dsdata.pdf to determine how the superseded data were derived.
 PU1120
 PU1120_MARKER: DB = BENCH MARK DISK
 PU1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1120_STAMPING: E 407 1962
 PU1120_MARK LOGO: CGS
 PU1120_PROJECTION: FLUSH
 PU1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1120+STABILITY: SURFACE MOTION
 PU1120
 PU1120  HISTORY     - Date     Condition        Report By
 PU1120  HISTORY     - 1962     MONUMENTED       CGS
 PU1120
 PU1120                          STATION DESCRIPTION
 PU1120
 PU1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1120'5.7 MI SE FROM NISLAND.
 PU1120'3.0 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE WATER TOWER
 PU1120'AT NISLAND, THENCE 2.7 MILES SOUTH ALONG A ROAD, 0.5 MILE NORTH
 PU1120'OF A CURVE IN THE ROAD WITH TANGENTS EAST AND NORTH, 0.4 MILE
 PU1120'NORTH OF A WOODEN BRIDGE OVER SOUTH CANAL, 17 FEET WEST OF THE
 PU1120'CENTER LINE OF THE ROAD, 25 FEET NORTH OF THE CENTER LINE
 PU1120'OF A FARM ROAD WEST, 2.0 FEET EAST OF A FENCE, 3.0 FEET SOUTH OF A
 PU1120'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP
 PU1120'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1176 ***********************************************************************
 PU1176  DESIGNATION -  E 408
 PU1176  PID         -  PU1176
 PU1176  STATE/COUNTY-  SD/MEADE
 PU1176  COUNTRY     -  US
 PU1176  USGS QUAD   -  VALE SE (2017)
 PU1176
 PU1176                         *CURRENT SURVEY CONTROL
 PU1176  ______________________________________________________________________
 PU1176* NAD 83(1986) POSITION- 44 35 25.     (N) 103 22 01.     (W)   SCALED
 PU1176* NAVD 88 ORTHO HEIGHT -   877.711 (meters)     2879.62  (feet) ADJUSTED
 PU1176  ______________________________________________________________________
 PU1176  GEOID HEIGHT    -        -16.371 (meters)                     GEOID18
 PU1176  DYNAMIC HEIGHT  -        877.473 (meters)     2878.84  (feet) COMP
 PU1176  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 PU1176
 PU1176  VERT ORDER      -  SECOND    CLASS 0
 PU1176
 PU1176.The horizontal coordinates were scaled from a map and have
 PU1176.an estimated accuracy of +/- 6 seconds.
 PU1176
 PU1176.The orthometric height was determined by differential leveling and
 PU1176.adjusted by the NATIONAL GEODETIC SURVEY
 PU1176.in June 1991.
 PU1176
 PU1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1176.GEOID18 height accuracy estimate available here.
 PU1176
 PU1176.Click photographs - Photos may exist for this station.
 PU1176
 PU1176.The dynamic height is computed by dividing the NAVD 88
 PU1176.geopotential number by the normal gravity value computed on the
 PU1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1176.degrees latitude (g = 980.6199 gals.).
 PU1176
 PU1176.The modeled gravity was interpolated from observed gravity values.
 PU1176
 PU1176;                    North         East    Units  Estimated Accuracy
 PU1176;SPC SD N     -    89,670.      332,730.      MT  (+/- 180 meters Scaled)
 PU1176
 PU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK296387(NAD 83)
 PU1176
 PU1176                          SUPERSEDED SURVEY CONTROL
 PU1176
 PU1176  NGVD 29 (??/??/92)  877.225  (m)         2878.03   (f) ADJ UNCH    2 0
 PU1176
 PU1176.Superseded values are not recommended for survey control.
 PU1176
 PU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1176.See file dsdata.pdf to determine how the superseded data were derived.
 PU1176
 PU1176_MARKER: DB = BENCH MARK DISK
 PU1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1176_STAMPING: E 408 1962
 PU1176_MARK LOGO: CGS
 PU1176_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1176+STABILITY: SURFACE MOTION
 PU1176
 PU1176  HISTORY     - Date     Condition        Report By
 PU1176  HISTORY     - 1962     MONUMENTED       CGS
 PU1176
 PU1176                          STATION DESCRIPTION
 PU1176
 PU1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1176'6.8 MI S FROM VALE.
 PU1176'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1176'2.15 MILES SOUTH ALONG STATE HIGHWAY 79, THENCE 3.35 MILES EAST
 PU1176'ALONG A ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 124.7
 PU1176'FEET NORTH AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A WHITE
 PU1176'RANCH HOUSE AND IN LINE WITH THE EXTENDED EAST WALL OF A HOUSE,
 PU1176'67 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD SOUTH, 35
 PU1176'FEET WEST OF A POWER POLE WITH BRANCH LINE, 4.6 FEET SOUTH OF THE
 PU1176'FENCE, 1.5 FEET EAST OF A WITNESS POST, LEVEL WITH THE ROAD AND
 PU1176'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  THIS MARK MAY
 PU1176'ALSO BE REACHED FROM VAILE BY GOING 2.85 MILES EAST, THENCE 2.1
 PU1176'MILES SOUTH, THENCE 1.05 MILES WEST ALONG ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0673 ***********************************************************************
 PU0673  DESIGNATION -  E 409
 PU0673  PID         -  PU0673
 PU0673  STATE/COUNTY-  SD/MEADE
 PU0673  COUNTRY     -  US
 PU0673  USGS QUAD   -  HEREFORD NE (2017)
 PU0673
 PU0673                         *CURRENT SURVEY CONTROL
 PU0673  ______________________________________________________________________
 PU0673* NAD 83(1986) POSITION- 44 24 06.16   (N) 102 46 10.42   (W)   HD_HELD1
 PU0673* NAVD 88 ORTHO HEIGHT -   784.129 (meters)     2572.60  (feet) ADJUSTED
 PU0673  ______________________________________________________________________
 PU0673  GEOID HEIGHT    -        -17.955 (meters)                     GEOID18
 PU0673  DYNAMIC HEIGHT  -        783.920 (meters)     2571.91  (feet) COMP
 PU0673  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 PU0673
 PU0673  VERT ORDER      -  SECOND    CLASS 0
 PU0673
 PU0673.The horizontal coordinates were determined by differentially corrected
 PU0673.hand held GPS observations or other comparable positioning techniques
 PU0673.and have an estimated accuracy of +/- 3 meters.
 PU0673
 PU0673.The orthometric height was determined by differential leveling and
 PU0673.adjusted by the NATIONAL GEODETIC SURVEY
 PU0673.in June 1991.
 PU0673
 PU0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0673.GEOID18 height accuracy estimate available here.
 PU0673
 PU0673.Click photographs - Photos may exist for this station.
 PU0673
 PU0673.The dynamic height is computed by dividing the NAVD 88
 PU0673.geopotential number by the normal gravity value computed on the
 PU0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0673.degrees latitude (g = 980.6199 gals.).
 PU0673
 PU0673.The modeled gravity was interpolated from observed gravity values.
 PU0673
 PU0673;                    North         East    Units  Estimated Accuracy
 PU0673;SPC SD N     -    66,933.4     379,410.7     MT  (+/- 3 meters HH1 GPS) 
 PU0673
 PU0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7761318911(NAD 83)
 PU0673
 PU0673                          SUPERSEDED SURVEY CONTROL
 PU0673
 PU0673  NGVD 29 (??/??/92)  783.666  (m)         2571.08   (f) ADJ UNCH    2 0
 PU0673
 PU0673.Superseded values are not recommended for survey control.
 PU0673
 PU0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0673.See file dsdata.pdf to determine how the superseded data were derived.
 PU0673
 PU0673_MARKER: DB = BENCH MARK DISK
 PU0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0673_STAMPING: E 409 1962
 PU0673_MARK LOGO: CGS
 PU0673_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0673+STABILITY: SURFACE MOTION
 PU0673
 PU0673  HISTORY     - Date     Condition        Report By
 PU0673  HISTORY     - 1962     MONUMENTED       CGS
 PU0673
 PU0673                          STATION DESCRIPTION
 PU0673
 PU0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0673'7.3 MI E FROM HEREFORD.
 PU0673'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0673'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 4.2 MILES
 PU0673'EAST ALONG A GRAVEL ROAD, 0.45 MILE EAST OF NORTH STAR SCHOOL,
 PU0673'0.15 MILE EAST OF THE JUNCTION OF A ROAD SOUTH TO A RANCH
 PU0673'HOUSE, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45 FEET
 PU0673'WEST OF A POWER POLE AND IN LINE WITH POWER LINE, 2.3 FEET
 PU0673'SOUTH OF A FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT
 PU0673'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0673'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0989 ***********************************************************************
 PU0989  DESIGNATION -  E 410
 PU0989  PID         -  PU0989
 PU0989  STATE/COUNTY-  SD/MEADE
 PU0989  COUNTRY     -  US
 PU0989  USGS QUAD   -  OPAL WEST SE (2017)
 PU0989
 PU0989                         *CURRENT SURVEY CONTROL
 PU0989  ______________________________________________________________________
 PU0989* NAD 83(1986) POSITION- 44 45 21.     (N) 102 31 59.     (W)   SCALED
 PU0989* NAVD 88 ORTHO HEIGHT -   797.877 (meters)     2617.70  (feet) ADJUSTED
 PU0989  ______________________________________________________________________
 PU0989  GEOID HEIGHT    -        -18.378 (meters)                     GEOID18
 PU0989  DYNAMIC HEIGHT  -        797.691 (meters)     2617.09  (feet) COMP
 PU0989  MODELED GRAVITY -    980,356.7   (mgal)                       NAVD 88
 PU0989
 PU0989  VERT ORDER      -  SECOND    CLASS 0
 PU0989
 PU0989.The horizontal coordinates were scaled from a map and have
 PU0989.an estimated accuracy of +/- 6 seconds.
 PU0989
 PU0989.The orthometric height was determined by differential leveling and
 PU0989.adjusted by the NATIONAL GEODETIC SURVEY
 PU0989.in June 1991.
 PU0989
 PU0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0989.GEOID18 height accuracy estimate available here.
 PU0989
 PU0989.Click photographs - Photos may exist for this station.
 PU0989
 PU0989.The dynamic height is computed by dividing the NAVD 88
 PU0989.geopotential number by the normal gravity value computed on the
 PU0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0989.degrees latitude (g = 980.6199 gals.).
 PU0989
 PU0989.The modeled gravity was interpolated from observed gravity values.
 PU0989
 PU0989;                    North         East    Units  Estimated Accuracy
 PU0989;SPC SD N     -   105,650.      399,470.      MT  (+/- 180 meters Scaled)
 PU0989
 PU0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK952587(NAD 83)
 PU0989
 PU0989                          SUPERSEDED SURVEY CONTROL
 PU0989
 PU0989  NGVD 29 (??/??/92)  797.412  (m)         2616.18   (f) ADJ UNCH    2 0
 PU0989
 PU0989.Superseded values are not recommended for survey control.
 PU0989
 PU0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0989.See file dsdata.pdf to determine how the superseded data were derived.
 PU0989
 PU0989_MARKER: DB = BENCH MARK DISK
 PU0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0989_STAMPING: E 410 1962
 PU0989_MARK LOGO: CGS
 PU0989_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0989+STABILITY: SURFACE MOTION
 PU0989
 PU0989  HISTORY     - Date     Condition        Report By
 PU0989  HISTORY     - 1962     MONUMENTED       CGS
 PU0989
 PU0989                          STATION DESCRIPTION
 PU0989
 PU0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0989'5.4 MI N FROM RED OWL.
 PU0989'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0989'1.0 MILE EAST AND 2.6 MILES NORTH ALONG ROADS, 54 FEET WEST OF
 PU0989'THE CENTER LINE OF THE ROAD, 57 FEET NORTH OF THE CENTER LINE
 PU0989'OF A FIELD ENTRANCE ROAD, 49 FEET NORTH OF THE NORTH END OF A
 PU0989'GATE, 2 FEET SOUTHWEST OF A POWER POLE, 1.8 FEET WEST OF A FENCE,
 PU0989'1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 PU0989'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1017 ***********************************************************************
 PU1017  DESIGNATION -  E 411
 PU1017  PID         -  PU1017
 PU1017  STATE/COUNTY-  SD/MEADE
 PU1017  COUNTRY     -  US
 PU1017  USGS QUAD   -  ENNING (2017)
 PU1017
 PU1017                         *CURRENT SURVEY CONTROL
 PU1017  ______________________________________________________________________
 PU1017* NAD 83(1986) POSITION- 44 33 46.     (N) 102 33 45.     (W)   SCALED
 PU1017* NAVD 88 ORTHO HEIGHT -   915.484 (meters)     3003.55  (feet) ADJUSTED
 PU1017  ______________________________________________________________________
 PU1017  GEOID HEIGHT    -        -18.433 (meters)                     GEOID18
 PU1017  DYNAMIC HEIGHT  -        915.230 (meters)     3002.72  (feet) COMP
 PU1017  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 PU1017
 PU1017  VERT ORDER      -  SECOND    CLASS 0
 PU1017
 PU1017.The horizontal coordinates were scaled from a map and have
 PU1017.an estimated accuracy of +/- 6 seconds.
 PU1017
 PU1017.The orthometric height was determined by differential leveling and
 PU1017.adjusted by the NATIONAL GEODETIC SURVEY
 PU1017.in June 1991.
 PU1017
 PU1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1017.GEOID18 height accuracy estimate available here.
 PU1017
 PU1017.Click photographs - Photos may exist for this station.
 PU1017
 PU1017.The dynamic height is computed by dividing the NAVD 88
 PU1017.geopotential number by the normal gravity value computed on the
 PU1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1017.degrees latitude (g = 980.6199 gals.).
 PU1017
 PU1017.The modeled gravity was interpolated from observed gravity values.
 PU1017
 PU1017;                    North         East    Units  Estimated Accuracy
 PU1017;SPC SD N     -    84,280.      396,460.      MT  (+/- 180 meters Scaled)
 PU1017
 PU1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK935372(NAD 83)
 PU1017
 PU1017                          SUPERSEDED SURVEY CONTROL
 PU1017
 PU1017  NGVD 29 (??/??/92)  915.005  (m)         3001.98   (f) ADJ UNCH    2 0
 PU1017
 PU1017.Superseded values are not recommended for survey control.
 PU1017
 PU1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1017.See file dsdata.pdf to determine how the superseded data were derived.
 PU1017
 PU1017_MARKER: DB = BENCH MARK DISK
 PU1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1017_STAMPING: E 411 1962
 PU1017_MARK LOGO: CGS
 PU1017_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1017+STABILITY: SURFACE MOTION
 PU1017
 PU1017  HISTORY     - Date     Condition        Report By
 PU1017  HISTORY     - 1962     MONUMENTED       CGS
 PU1017
 PU1017                          STATION DESCRIPTION
 PU1017
 PU1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1017'0.8 MI S FROM ENNING.
 PU1017'0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU1017'AT THE JUNCTION OF AN ABANDONED ROAD LEADING SOUTHEAST, 45 FEET
 PU1017'EAST OF THE CENTER LINE OF THE ROAD, 156 FEET SOUTHEAST AND
 PU1017'ACROSS THE ROAD FROM A POWER POLE WITH TRANSFORMER, 6 1/2 FEET
 PU1017'SOUTH OF A FENCE CORNER, 2.0 FEET WEST OF A FENCE, 2.3 FEET
 PU1017'SOUTH OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST
 PU1017'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1222 ***********************************************************************
 PU1222  DESIGNATION -  E 412
 PU1222  PID         -  PU1222
 PU1222  STATE/COUNTY-  SD/BUTTE
 PU1222  COUNTRY     -  US
 PU1222  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1222
 PU1222                         *CURRENT SURVEY CONTROL
 PU1222  ______________________________________________________________________
 PU1222* NAD 83(1986) POSITION- 44 43 16.     (N) 103 12 26.     (W)   SCALED
 PU1222* NAVD 88 ORTHO HEIGHT -   900.440 (meters)     2954.19  (feet) ADJUSTED
 PU1222  ______________________________________________________________________
 PU1222  GEOID HEIGHT    -        -16.846 (meters)                     GEOID18
 PU1222  DYNAMIC HEIGHT  -        900.207 (meters)     2953.43  (feet) COMP
 PU1222  MODELED GRAVITY -    980,327.8   (mgal)                       NAVD 88
 PU1222
 PU1222  VERT ORDER      -  SECOND    CLASS 0
 PU1222
 PU1222.The horizontal coordinates were scaled from a map and have
 PU1222.an estimated accuracy of +/- 6 seconds.
 PU1222
 PU1222.The orthometric height was determined by differential leveling and
 PU1222.adjusted by the NATIONAL GEODETIC SURVEY
 PU1222.in June 1991.
 PU1222
 PU1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1222.GEOID18 height accuracy estimate available here.
 PU1222
 PU1222.Click photographs - Photos may exist for this station.
 PU1222
 PU1222.The dynamic height is computed by dividing the NAVD 88
 PU1222.geopotential number by the normal gravity value computed on the
 PU1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1222.degrees latitude (g = 980.6199 gals.).
 PU1222
 PU1222.The modeled gravity was interpolated from observed gravity values.
 PU1222
 PU1222;                    North         East    Units  Estimated Accuracy
 PU1222;SPC SD N     -   103,680.      345,980.      MT  (+/- 180 meters Scaled)
 PU1222
 PU1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK419535(NAD 83)
 PU1222
 PU1222                          SUPERSEDED SURVEY CONTROL
 PU1222
 PU1222  NGVD 29 (??/??/92)  899.950  (m)         2952.59   (f) ADJ UNCH    2 0
 PU1222
 PU1222.Superseded values are not recommended for survey control.
 PU1222
 PU1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1222.See file dsdata.pdf to determine how the superseded data were derived.
 PU1222
 PU1222_MARKER: DB = BENCH MARK DISK
 PU1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1222_STAMPING: E 412 1963
 PU1222_MARK LOGO: CGS
 PU1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1222+STABILITY: SURFACE MOTION
 PU1222
 PU1222  HISTORY     - Date     Condition        Report By
 PU1222  HISTORY     - 1963     MONUMENTED       CGS
 PU1222
 PU1222                          STATION DESCRIPTION
 PU1222
 PU1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1222'11.3 MI E FROM NEWELL.
 PU1222'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1222'AT NEWELL, THENCE 10.1 MILES EAST ALONG A GRAVELED ROAD, 59 FEET
 PU1222'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 38 FEET NORTHEAST OF A
 PU1222'T-FENCE CORNER, 22 FEET NORTHEAST OF THE CENTER OF A BOARD GATE
 PU1222'ACROSS A DRIVEWAY LEADING TO A PASTURE, 2.0 FEET NORTHWEST OF A
 PU1222'FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PU1222'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1222'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1331 ***********************************************************************
 PU1331  DESIGNATION -  E 413
 PU1331  PID         -  PU1331
 PU1331  STATE/COUNTY-  SD/BUTTE
 PU1331  COUNTRY     -  US
 PU1331  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1331
 PU1331                         *CURRENT SURVEY CONTROL
 PU1331  ______________________________________________________________________
 PU1331* NAD 83(1986) POSITION- 44 45 22.     (N) 103 21 52.     (W)   SCALED
 PU1331* NAVD 88 ORTHO HEIGHT -   897.850 (meters)     2945.70  (feet) ADJUSTED
 PU1331  ______________________________________________________________________
 PU1331  GEOID HEIGHT    -        -16.494 (meters)                     GEOID18
 PU1331  DYNAMIC HEIGHT  -        897.629 (meters)     2944.97  (feet) COMP
 PU1331  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 PU1331
 PU1331  VERT ORDER      -  SECOND    CLASS 0
 PU1331
 PU1331.The horizontal coordinates were scaled from a map and have
 PU1331.an estimated accuracy of +/- 6 seconds.
 PU1331
 PU1331.The orthometric height was determined by differential leveling and
 PU1331.adjusted by the NATIONAL GEODETIC SURVEY
 PU1331.in June 1991.
 PU1331
 PU1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1331.GEOID18 height accuracy estimate available here.
 PU1331
 PU1331.Click photographs - Photos may exist for this station.
 PU1331
 PU1331.The dynamic height is computed by dividing the NAVD 88
 PU1331.geopotential number by the normal gravity value computed on the
 PU1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1331.degrees latitude (g = 980.6199 gals.).
 PU1331
 PU1331.The modeled gravity was interpolated from observed gravity values.
 PU1331
 PU1331;                    North         East    Units  Estimated Accuracy
 PU1331;SPC SD N     -   108,080.      333,690.      MT  (+/- 180 meters Scaled)
 PU1331
 PU1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK294571(NAD 83)
 PU1331
 PU1331                          SUPERSEDED SURVEY CONTROL
 PU1331
 PU1331  NGVD 29 (??/??/92)  897.377  (m)         2944.14   (f) ADJ UNCH    2 0
 PU1331
 PU1331.Superseded values are not recommended for survey control.
 PU1331
 PU1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1331.See file dsdata.pdf to determine how the superseded data were derived.
 PU1331
 PU1331_MARKER: DB = BENCH MARK DISK
 PU1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1331_STAMPING: E 413 1963
 PU1331_MARK LOGO: CGS
 PU1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1331+STABILITY: SURFACE MOTION
 PU1331
 PU1331  HISTORY     - Date     Condition        Report By
 PU1331  HISTORY     - 1963     MONUMENTED       CGS
 PU1331
 PU1331                          STATION DESCRIPTION
 PU1331
 PU1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1331'4.6 MI NE FROM NEWELL.
 PU1331'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1331'SCHOOL AT NEWELL, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD,
 PU1331'AT A POINT WHERE A POWER LINE TURNS SLIGHTLY NORTHEAST AWAY
 PU1331'FROM THE ROAD, 31 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PU1331'7 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 2.5 FEET
 PU1331'WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 PU1331'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU1331'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1071 ***********************************************************************
 PU1071  DESIGNATION -  E 414
 PU1071  PID         -  PU1071
 PU1071  STATE/COUNTY-  SD/BUTTE
 PU1071  COUNTRY     -  US
 PU1071  USGS QUAD   -  NEWELL LAKE (2017)
 PU1071
 PU1071                         *CURRENT SURVEY CONTROL
 PU1071  ______________________________________________________________________
 PU1071* NAD 83(1986) POSITION- 44 48 23.45   (N) 103 25 30.06   (W)   HD_HELD1
 PU1071* NAVD 88 ORTHO HEIGHT -   918.894 (meters)     3014.74  (feet) ADJUSTED
 PU1071  ______________________________________________________________________
 PU1071  GEOID HEIGHT    -        -16.391 (meters)                     GEOID18
 PU1071  DYNAMIC HEIGHT  -        918.666 (meters)     3013.99  (feet) COMP
 PU1071  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 PU1071
 PU1071  VERT ORDER      -  SECOND    CLASS 0
 PU1071
 PU1071.The horizontal coordinates were determined by differentially corrected
 PU1071.hand held GPS observations or other comparable positioning techniques
 PU1071.and have an estimated accuracy of +/- 3 meters.
 PU1071
 PU1071.The orthometric height was determined by differential leveling and
 PU1071.adjusted by the NATIONAL GEODETIC SURVEY
 PU1071.in June 1991.
 PU1071
 PU1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1071.GEOID18 height accuracy estimate available here.
 PU1071
 PU1071.Click photographs - Photos may exist for this station.
 PU1071
 PU1071.The dynamic height is computed by dividing the NAVD 88
 PU1071.geopotential number by the normal gravity value computed on the
 PU1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1071.degrees latitude (g = 980.6199 gals.).
 PU1071
 PU1071.The modeled gravity was interpolated from observed gravity values.
 PU1071
 PU1071;                    North         East    Units  Estimated Accuracy
 PU1071;SPC SD N     -   113,872.4     329,135.8     MT  (+/- 3 meters HH1 GPS) 
 PU1071
 PU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2454962663(NAD 83)
 PU1071
 PU1071                          SUPERSEDED SURVEY CONTROL
 PU1071
 PU1071  NGVD 29 (??/??/92)  918.418  (m)         3013.18   (f) ADJ UNCH    2 0
 PU1071
 PU1071.Superseded values are not recommended for survey control.
 PU1071
 PU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1071.See file dsdata.pdf to determine how the superseded data were derived.
 PU1071
 PU1071_MARKER: DB = BENCH MARK DISK
 PU1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1071_STAMPING: E 414 1963
 PU1071_MARK LOGO: CGS
 PU1071_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1071+STABILITY: SURFACE MOTION
 PU1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1071+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1071
 PU1071  HISTORY     - Date     Condition        Report By
 PU1071  HISTORY     - 1963     MONUMENTED       CGS
 PU1071  HISTORY     - 20201022 GOOD             SDDT
 PU1071
 PU1071                          STATION DESCRIPTION
 PU1071
 PU1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1071'6.2 MI N FROM NEWELL.
 PU1071'ABOUT 6.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1071'SCHOOL AT NEWELL, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1071'14 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD LEADING EAST,
 PU1071'3.6 FEET SOUTH OF A SOUTH GATE POST, 1.5 FEET WEST OF A NORTH-SOUTH
 PU1071'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 PU1071'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1071'POST PROJECTING 0.6 FOOT.
 PU1071
 PU1071                          STATION RECOVERY (2020)
 PU1071
 PU1071'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1880 ***********************************************************************
 PU1880  DESIGNATION -  E 415
 PU1880  PID         -  PU1880
 PU1880  STATE/COUNTY-  SD/BUTTE
 PU1880  COUNTRY     -  US
 PU1880  USGS QUAD   -  ARPAN (2017)
 PU1880
 PU1880                         *CURRENT SURVEY CONTROL
 PU1880  ______________________________________________________________________
 PU1880* NAD 83(1986) POSITION- 44 45 49.     (N) 103 38 57.     (W)   SCALED
 PU1880* NAVD 88 ORTHO HEIGHT -   878.924 (meters)     2883.60  (feet) ADJUSTED
 PU1880  ______________________________________________________________________
 PU1880  GEOID HEIGHT    -        -15.919 (meters)                     GEOID18
 PU1880  DYNAMIC HEIGHT  -        878.697 (meters)     2882.86  (feet) COMP
 PU1880  MODELED GRAVITY -    980,330.1   (mgal)                       NAVD 88
 PU1880
 PU1880  VERT ORDER      -  SECOND    CLASS 0
 PU1880
 PU1880.The horizontal coordinates were scaled from a map and have
 PU1880.an estimated accuracy of +/- 6 seconds.
 PU1880
 PU1880.The orthometric height was determined by differential leveling and
 PU1880.adjusted by the NATIONAL GEODETIC SURVEY
 PU1880.in June 1991.
 PU1880
 PU1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1880.GEOID18 height accuracy estimate available here.
 PU1880
 PU1880.Click photographs - Photos may exist for this station.
 PU1880
 PU1880.The dynamic height is computed by dividing the NAVD 88
 PU1880.geopotential number by the normal gravity value computed on the
 PU1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1880.degrees latitude (g = 980.6199 gals.).
 PU1880
 PU1880.The modeled gravity was interpolated from observed gravity values.
 PU1880
 PU1880;                    North         East    Units  Estimated Accuracy
 PU1880;SPC SD N     -   109,880.      311,210.      MT  (+/- 180 meters Scaled)
 PU1880
 PU1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK069575(NAD 83)
 PU1880
 PU1880                          SUPERSEDED SURVEY CONTROL
 PU1880
 PU1880  NGVD 29 (??/??/92)  878.444  (m)         2882.03   (f) ADJ UNCH    2 0
 PU1880
 PU1880.Superseded values are not recommended for survey control.
 PU1880
 PU1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1880.See file dsdata.pdf to determine how the superseded data were derived.
 PU1880
 PU1880_MARKER: DB = BENCH MARK DISK
 PU1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1880_STAMPING: E 415 1963
 PU1880_MARK LOGO: CGS
 PU1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1880+STABILITY: SURFACE MOTION
 PU1880
 PU1880  HISTORY     - Date     Condition        Report By
 PU1880  HISTORY     - 1963     MONUMENTED       CGS
 PU1880
 PU1880                          STATION DESCRIPTION
 PU1880
 PU1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1880'11.9 MI NW FROM NISLAND.
 PU1880'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1880'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1880'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1880'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1880'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1880'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1880'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1880'COUNTY ROAD, 45 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 PU1880'OF A NORTH-SOUTH ROAD, 37.5 FEET WEST OF THE CENTERLINE OF THE
 PU1880'NORTH-SOUTH ROAD, 24.7 FEET NORTH OF THE CENTERLINE OF THE
 PU1880'EAST-WEST ROAD, 4.6 FEET SOUTH OF A POWER POLE, 5.5 FEET NORTHWEST
 PU1880'OF A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU1880'LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1880'POST PROJECTING 0.8 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1300 ***********************************************************************
 PU1300  DESIGNATION -  E 416
 PU1300  PID         -  PU1300
 PU1300  STATE/COUNTY-  SD/BUTTE
 PU1300  COUNTRY     -  US
 PU1300  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1300
 PU1300                         *CURRENT SURVEY CONTROL
 PU1300  ______________________________________________________________________
 PU1300* NAD 83(1986) POSITION- 44 58 53.     (N) 103 03 40.     (W)   SCALED
 PU1300* NAVD 88 ORTHO HEIGHT -   903.035 (meters)     2962.71  (feet) ADJUSTED
 PU1300  ______________________________________________________________________
 PU1300  GEOID HEIGHT    -        -17.118 (meters)                     GEOID18
 PU1300  DYNAMIC HEIGHT  -        902.827 (meters)     2962.02  (feet) COMP
 PU1300  MODELED GRAVITY -    980,356.1   (mgal)                       NAVD 88
 PU1300
 PU1300  VERT ORDER      -  SECOND    CLASS 0
 PU1300
 PU1300.The horizontal coordinates were scaled from a map and have
 PU1300.an estimated accuracy of +/- 6 seconds.
 PU1300
 PU1300.The orthometric height was determined by differential leveling and
 PU1300.adjusted by the NATIONAL GEODETIC SURVEY
 PU1300.in June 1991.
 PU1300
 PU1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1300.GEOID18 height accuracy estimate available here.
 PU1300
 PU1300.Click photographs - Photos may exist for this station.
 PU1300
 PU1300.The dynamic height is computed by dividing the NAVD 88
 PU1300.geopotential number by the normal gravity value computed on the
 PU1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1300.degrees latitude (g = 980.6199 gals.).
 PU1300
 PU1300.The modeled gravity was interpolated from observed gravity values.
 PU1300
 PU1300;                    North         East    Units  Estimated Accuracy
 PU1300;SPC SD N     -   132,140.      358,640.      MT  (+/- 180 meters Scaled)
 PU1300
 PU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK528827(NAD 83)
 PU1300
 PU1300                          SUPERSEDED SURVEY CONTROL
 PU1300
 PU1300  NGVD 29 (??/??/92)  902.551  (m)         2961.12   (f) ADJ UNCH    2 0
 PU1300
 PU1300.Superseded values are not recommended for survey control.
 PU1300
 PU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1300.See file dsdata.pdf to determine how the superseded data were derived.
 PU1300
 PU1300_MARKER: DB = BENCH MARK DISK
 PU1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1300_STAMPING: F 416 1963
 PU1300_MARK LOGO: CGS
 PU1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1300+STABILITY: SURFACE MOTION
 PU1300
 PU1300  HISTORY     - Date     Condition        Report By
 PU1300  HISTORY     - 1963     MONUMENTED       CGS
 PU1300
 PU1300                          STATION DESCRIPTION
 PU1300
 PU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1300'28.6 MI NE FROM NEWELL.
 PU1300'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1300'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1300'ROAD, THENCE 1.0 MILE NORTHEAST ALONG A GRAVELED ROAD, ON THE
 PU1300'TOP OF A RIDGE, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PU1300'CATTLE GUARD ACROSS THE ROAD, 39 FEET SOUTH OF A FENCE CORNER,
 PU1300'35.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF
 PU1300'A FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 PU1300'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1300'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1862 ***********************************************************************
 PU1862  DESIGNATION -  E 417
 PU1862  PID         -  PU1862
 PU1862  STATE/COUNTY-  SD/BUTTE
 PU1862  COUNTRY     -  US
 PU1862  USGS QUAD   -  ARPAN (2017)
 PU1862
 PU1862                         *CURRENT SURVEY CONTROL
 PU1862  ______________________________________________________________________
 PU1862* NAD 83(1986) POSITION- 44 51 55.     (N) 103 42 37.     (W)   SCALED
 PU1862* NAVD 88 ORTHO HEIGHT -   898.440 (meters)     2947.63  (feet) ADJUSTED
 PU1862  ______________________________________________________________________
 PU1862  GEOID HEIGHT    -        -15.934 (meters)                     GEOID18
 PU1862  DYNAMIC HEIGHT  -        898.215 (meters)     2946.89  (feet) COMP
 PU1862  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 PU1862
 PU1862  VERT ORDER      -  SECOND    CLASS 0
 PU1862
 PU1862.The horizontal coordinates were scaled from a map and have
 PU1862.an estimated accuracy of +/- 6 seconds.
 PU1862
 PU1862.The orthometric height was determined by differential leveling and
 PU1862.adjusted by the NATIONAL GEODETIC SURVEY
 PU1862.in June 1991.
 PU1862
 PU1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1862.GEOID18 height accuracy estimate available here.
 PU1862
 PU1862.Click photographs - Photos may exist for this station.
 PU1862
 PU1862.The dynamic height is computed by dividing the NAVD 88
 PU1862.geopotential number by the normal gravity value computed on the
 PU1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1862.degrees latitude (g = 980.6199 gals.).
 PU1862
 PU1862.The modeled gravity was interpolated from observed gravity values.
 PU1862
 PU1862;                    North         East    Units  Estimated Accuracy
 PU1862;SPC SD N     -   121,390.      306,890.      MT  (+/- 180 meters Scaled)
 PU1862
 PU1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK018687(NAD 83)
 PU1862
 PU1862                          SUPERSEDED SURVEY CONTROL
 PU1862
 PU1862  NGVD 29 (??/??/92)  897.962  (m)         2946.06   (f) ADJ UNCH    2 0
 PU1862
 PU1862.Superseded values are not recommended for survey control.
 PU1862
 PU1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1862.See file dsdata.pdf to determine how the superseded data were derived.
 PU1862
 PU1862_MARKER: DB = BENCH MARK DISK
 PU1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1862_STAMPING: E 417 1963
 PU1862_MARK LOGO: CGS
 PU1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1862+STABILITY: SURFACE MOTION
 PU1862
 PU1862  HISTORY     - Date     Condition        Report By
 PU1862  HISTORY     - 1963     MONUMENTED       CGS
 PU1862
 PU1862                          STATION DESCRIPTION
 PU1862
 PU1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1862'18.7 MI NE FROM BELLE FOURCHE.
 PU1862'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1862'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 4.9 MILES EAST
 PU1862'ALONG A GRAVELED COUNTY ROAD, 73 FEET SOUTH OF THE CENTERLINE
 PU1862'OF THE ROAD, 68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PU1862'CATTLE GUARD, 3.5 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2.0
 PU1862'FEET EAST OF A NORTH-SOUTH FENCE, 1.8 FEET NORTH OF A METAL
 PU1862'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 PU1862'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1500 ***********************************************************************
 PU1500  DESIGNATION -  E 418
 PU1500  PID         -  PU1500
 PU1500  STATE/COUNTY-  SD/MEADE
 PU1500  COUNTRY     -  US
 PU1500  USGS QUAD   -  FORT MEADE (2017)
 PU1500
 PU1500                         *CURRENT SURVEY CONTROL
 PU1500  ______________________________________________________________________
 PU1500* NAD 83(1986) POSITION- 44 24 56.     (N) 103 26 53.     (W)   SCALED
 PU1500* NAVD 88 ORTHO HEIGHT -   987.441 (meters)     3239.63  (feet) ADJUSTED
 PU1500  ______________________________________________________________________
 PU1500  GEOID HEIGHT    -        -15.585 (meters)                     GEOID18
 PU1500  DYNAMIC HEIGHT  -        987.134 (meters)     3238.62  (feet) COMP
 PU1500  MODELED GRAVITY -    980,273.6   (mgal)                       NAVD 88
 PU1500
 PU1500  VERT ORDER      -  FIRST     CLASS II
 PU1500
 PU1500.The horizontal coordinates were scaled from a map and have
 PU1500.an estimated accuracy of +/- 6 seconds.
 PU1500
 PU1500.The orthometric height was determined by differential leveling and
 PU1500.adjusted by the NATIONAL GEODETIC SURVEY
 PU1500.in October 1997.
 PU1500
 PU1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1500.GEOID18 height accuracy estimate available here.
 PU1500
 PU1500.Click photographs - Photos may exist for this station.
 PU1500
 PU1500.The dynamic height is computed by dividing the NAVD 88
 PU1500.geopotential number by the normal gravity value computed on the
 PU1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1500.degrees latitude (g = 980.6199 gals.).
 PU1500
 PU1500.The modeled gravity was interpolated from observed gravity values.
 PU1500
 PU1500;                    North         East    Units  Estimated Accuracy
 PU1500;SPC SD N     -    70,550.      325,470.      MT  (+/- 180 meters Scaled)
 PU1500
 PU1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK235192(NAD 83)
 PU1500
 PU1500                          SUPERSEDED SURVEY CONTROL
 PU1500
 PU1500  NAVD 88 (06/15/91)  987.420  (m)         3239.56   (f) SUPERSEDED  1 2
 PU1500  NGVD 29 (??/??/92)  986.918  (m)         3237.91   (f) ADJ UNCH    1 2
 PU1500
 PU1500.Superseded values are not recommended for survey control.
 PU1500
 PU1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1500.See file dsdata.pdf to determine how the superseded data were derived.
 PU1500
 PU1500_MARKER: DB = BENCH MARK DISK
 PU1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1500_STAMPING: E 418 1963
 PU1500_MARK LOGO: CGS
 PU1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1500+STABILITY: SURFACE MOTION
 PU1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1500+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 PU1500
 PU1500  HISTORY     - Date     Condition        Report By
 PU1500  HISTORY     - 1963     MONUMENTED       CGS
 PU1500  HISTORY     - 19950513 GOOD             NGS
 PU1500  HISTORY     - 20120327 GOOD             INDIV
 PU1500
 PU1500                          STATION DESCRIPTION
 PU1500
 PU1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1500'3.3 MI E FROM STURGIS.
 PU1500'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 34 FOR THE POST
 PU1500'OFFICE AT STURGIS, 141 FEET SOUTHEAST OF THE CENTER OF THE
 PU1500'T-JUNCTION OF A ROAD LEADING NORTH, 120 FEET EAST OF THE
 PU1500'EXTENDED CENTERLINE OF THE ROAD LEADING NORTH, 71.6 FEET SOUTH
 PU1500'OF THE CENTERLINE OF THE HIGHWAY, 5.0 FEET NORTHWEST OF THE
 PU1500'WEST END OF A WIRE GATE, 3.5 FEET NORTHWEST OF A TELEPHONE
 PU1500'POLE, 3.0 FEET NORTH OF AN EAST-WEST FENCE, 2.0 FEET EAST OF A
 PU1500'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 PU1500'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
 PU1500
 PU1500                          STATION RECOVERY (1995)
 PU1500
 PU1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1500'7.0 KM (4.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1500'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 489.0 M (1604.3 FT) EAST
 PU1500'OF MILEPOST 38, 21.5 M (70.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.7
 PU1500'M (15.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.2 M
 PU1500'(3.9 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.5
 PU1500'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A
 PU1500'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1500'GROUND SURFACE.
 PU1500
 PU1500                          STATION RECOVERY (2012)
 PU1500
 PU1500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1051 ***********************************************************************
 PU1051  DESIGNATION -  E 419
 PU1051  PID         -  PU1051
 PU1051  STATE/COUNTY-  SD/MEADE
 PU1051  COUNTRY     -  US
 PU1051  USGS QUAD   -  FAIRPOINT SW (2017)
 PU1051
 PU1051                         *CURRENT SURVEY CONTROL
 PU1051  ______________________________________________________________________
 PU1051* NAD 83(1986) POSITION- 44 30 11.     (N) 102 57 17.     (W)   SCALED
 PU1051* NAVD 88 ORTHO HEIGHT -   822.971 (meters)     2700.03  (feet) ADJUSTED
 PU1051  ______________________________________________________________________
 PU1051  GEOID HEIGHT    -        -17.498 (meters)                     GEOID18
 PU1051  DYNAMIC HEIGHT  -        822.750 (meters)     2699.31  (feet) COMP
 PU1051  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 PU1051
 PU1051  VERT ORDER      -  FIRST     CLASS II
 PU1051
 PU1051.The horizontal coordinates were scaled from a map and have
 PU1051.an estimated accuracy of +/- 6 seconds.
 PU1051
 PU1051.The orthometric height was determined by differential leveling and
 PU1051.adjusted by the NATIONAL GEODETIC SURVEY
 PU1051.in October 1997.
 PU1051
 PU1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1051.GEOID18 height accuracy estimate available here.
 PU1051
 PU1051.Click photographs - Photos may exist for this station.
 PU1051
 PU1051.The dynamic height is computed by dividing the NAVD 88
 PU1051.geopotential number by the normal gravity value computed on the
 PU1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1051.degrees latitude (g = 980.6199 gals.).
 PU1051
 PU1051.The modeled gravity was interpolated from observed gravity values.
 PU1051
 PU1051;                    North         East    Units  Estimated Accuracy
 PU1051;SPC SD N     -    78,710.      365,080.      MT  (+/- 180 meters Scaled)
 PU1051
 PU1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK625297(NAD 83)
 PU1051
 PU1051                          SUPERSEDED SURVEY CONTROL
 PU1051
 PU1051  NAVD 88 (06/15/91)  822.896  (m)         2699.78   (f) SUPERSEDED  1 2
 PU1051  NGVD 29 (??/??/92)  822.437  (m)         2698.28   (f) ADJ UNCH    1 2
 PU1051
 PU1051.Superseded values are not recommended for survey control.
 PU1051
 PU1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1051.See file dsdata.pdf to determine how the superseded data were derived.
 PU1051
 PU1051_MARKER: DB = BENCH MARK DISK
 PU1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1051_STAMPING: E 419 1963
 PU1051_MARK LOGO: CGS
 PU1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1051+STABILITY: SURFACE MOTION
 PU1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1051+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2012
 PU1051
 PU1051  HISTORY     - Date     Condition        Report By
 PU1051  HISTORY     - 1963     MONUMENTED       CGS
 PU1051  HISTORY     - 19950524 GOOD             NGS
 PU1051  HISTORY     - 20120502 GOOD             INDIV
 PU1051
 PU1051                          STATION DESCRIPTION
 PU1051
 PU1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1051'9.3 MI E FROM VOLUNTEER.
 PU1051'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1051'VOLUNTEER, ON THE OUTSIDE OF A LONG CURVE AND 103 FEET SOUTH
 PU1051'OF THE CENTERLINE OF THE HIGHWAY, 2.6 FEET NORTH OF A FENCE,
 PU1051'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1051'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 PU1051'FOOT.
 PU1051
 PU1051                          STATION RECOVERY (1995)
 PU1051
 PU1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1051'24.4 KM (15.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1051'OFFICE IN UNION CENTER, 381.0 M (1250.0 FT) WEST OF MILEPOST 66, 31.3
 PU1051'M (102.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTHEAST
 PU1051'OF A BRACED FENCE POST, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.5 M (1.6
 PU1051'FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU1051'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1051'SURFACE.
 PU1051
 PU1051                          STATION RECOVERY (2012)
 PU1051
 PU1051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0609 ***********************************************************************
 OT0609  DESIGNATION -  E 427
 OT0609  PID         -  OT0609
 OT0609  STATE/COUNTY-  SD/FALL RIVER
 OT0609  COUNTRY     -  US
 OT0609  USGS QUAD   -  PROVO (2017)
 OT0609
 OT0609                         *CURRENT SURVEY CONTROL
 OT0609  ______________________________________________________________________
 OT0609* NAD 83(1986) POSITION- 43 10 40.     (N) 103 46 31.     (W)   SCALED
 OT0609* NAVD 88 ORTHO HEIGHT -  1107.607 (meters)     3633.87  (feet) ADJUSTED
 OT0609  ______________________________________________________________________
 OT0609  GEOID HEIGHT    -        -15.395 (meters)                     GEOID18
 OT0609  DYNAMIC HEIGHT  -       1107.124 (meters)     3632.29  (feet) COMP
 OT0609  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 OT0609
 OT0609  VERT ORDER      -  FIRST     CLASS II
 OT0609
 OT0609.The horizontal coordinates were scaled from a map and have
 OT0609.an estimated accuracy of +/- 6 seconds.
 OT0609
 OT0609.The orthometric height was determined by differential leveling and
 OT0609.adjusted by the NATIONAL GEODETIC SURVEY
 OT0609.in June 1991.
 OT0609
 OT0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0609.GEOID18 height accuracy estimate available here.
 OT0609
 OT0609.Click photographs - Photos may exist for this station.
 OT0609
 OT0609.The dynamic height is computed by dividing the NAVD 88
 OT0609.geopotential number by the normal gravity value computed on the
 OT0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0609.degrees latitude (g = 980.6199 gals.).
 OT0609
 OT0609.The modeled gravity was interpolated from observed gravity values.
 OT0609
 OT0609;                    North         East    Units  Estimated Accuracy
 OT0609;SPC SD S     -    99,610.      320,250.      MT  (+/- 180 meters Scaled)
 OT0609
 OT0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH995812(NAD 83)
 OT0609
 OT0609                          SUPERSEDED SURVEY CONTROL
 OT0609
 OT0609.No superseded survey control is available for this station.
 OT0609
 OT0609_MARKER: I = METAL ROD
 OT0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0609_STAMPING: E 427 1985
 OT0609_MARK LOGO: NGS
 OT0609_PROJECTION: FLUSH
 OT0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0609_ROD/PIPE-DEPTH: 12.2 meters
 OT0609
 OT0609  HISTORY     - Date     Condition        Report By
 OT0609  HISTORY     - 1985     MONUMENTED       NGS
 OT0609
 OT0609                          STATION DESCRIPTION
 OT0609
 OT0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0609'22.3 KM (13.85 MI) NNW FROM ARDMORE.
 OT0609'9.6 KM (5.95 MI) NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 OT0609'COUNTY ROADS 6412 WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI)
 OT0609'NORTHWEST ALONG STATE ROAD 471, THENCE 8.3 KM (5.15 MI) NORTHWEST
 OT0609'ALONG THE NORTHEAST SIDE OF THE BURLINGTON NORTHERN RAILROAD, ALSO
 OT0609'4.3 KM (3.25 MI) SOUTHEAST OF PROVO, 26.2 METERS (86 FT)
 OT0609'NORTH-NORTHEAST OF RAILROAD SIGNAL 4639, 7.0 METERS (23 FT)
 OT0609'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 0.3 METER (1 FT)
 OT0609'SOUTH-SOUTHWEST OF A FENCE, 59.8 METERS (196.2 FT) NORTHWEST OF USGS
 OT0609'BENCH MARK 3632 DW AND 14.0 METERS (46 FT) NORTH-NORTHEAST OF A GUYED
 OT0609'TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OT0609'LOGO CAP.
 OT0609'THE MARK IS 0.15 METERS  SSW FROM  A WITNESS POST
 OT0609'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0638 ***********************************************************************
 QS0638  DESIGNATION -  E 428
 QS0638  PID         -  QS0638
 QS0638  STATE/COUNTY-  SD/CORSON
 QS0638  COUNTRY     -  US
 QS0638  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0638
 QS0638                         *CURRENT SURVEY CONTROL
 QS0638  ______________________________________________________________________
 QS0638* NAD 83(1986) POSITION- 45 39 09.     (N) 101 21 38.     (W)   SCALED
 QS0638* NAVD 88 ORTHO HEIGHT -   658.407 (meters)     2160.12  (feet) ADJUSTED
 QS0638  ______________________________________________________________________
 QS0638  GEOID HEIGHT    -        -20.488 (meters)                     GEOID18
 QS0638  DYNAMIC HEIGHT  -        658.335 (meters)     2159.89  (feet) COMP
 QS0638  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 QS0638
 QS0638  VERT ORDER      -  FIRST     CLASS II
 QS0638
 QS0638.The horizontal coordinates were scaled from a map and have
 QS0638.an estimated accuracy of +/- 6 seconds.
 QS0638
 QS0638.The orthometric height was determined by differential leveling and
 QS0638.adjusted by the NATIONAL GEODETIC SURVEY
 QS0638.in June 1991.
 QS0638
 QS0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0638.GEOID18 height accuracy estimate available here.
 QS0638
 QS0638.Click photographs - Photos may exist for this station.
 QS0638
 QS0638.The dynamic height is computed by dividing the NAVD 88
 QS0638.geopotential number by the normal gravity value computed on the
 QS0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0638.degrees latitude (g = 980.6199 gals.).
 QS0638
 QS0638.The modeled gravity was interpolated from observed gravity values.
 QS0638
 QS0638;                    North         East    Units  Estimated Accuracy
 QS0638;SPC SD N     -   203,050.      493,960.      MT  (+/- 180 meters Scaled)
 QS0638
 QS0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR160581(NAD 83)
 QS0638
 QS0638                          SUPERSEDED SURVEY CONTROL
 QS0638
 QS0638.No superseded survey control is available for this station.
 QS0638
 QS0638_MARKER: I = METAL ROD
 QS0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0638_STAMPING: E 428 1985
 QS0638_MARK LOGO: NGS
 QS0638_PROJECTION: FLUSH
 QS0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0638_ROD/PIPE-DEPTH: 4.9 meters
 QS0638
 QS0638  HISTORY     - Date     Condition        Report By
 QS0638  HISTORY     - 1985     MONUMENTED       NGS
 QS0638
 QS0638                          STATION DESCRIPTION
 QS0638
 QS0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0638'32.5 KM (20.2 MI) SOUTH FROM MCINTOSH.
 QS0638'32.5 KM (20.15 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0638'HIGHWAY 12 AT MCINTOSH, NEAR MILEPOST 212, 30.8 METERS (101 FT)
 QS0638'WEST-NORTHWEST OF THE HIGHWAY CENTERLINE, 10.1 METERS (33 FT)
 QS0638'NORTH-NORTHEAST OF THE CENTER OF A WIRE GATE AND A TRACK ROAD, 38.1
 QS0638'METERS (125 FT) WEST-NORTHWEST OF THE MILEPOST AND 0.3 METER (1 FT)
 QS0638'EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 QS0638'IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0638'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0638'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0370 ***********************************************************************
 OU0370  DESIGNATION -  E 429
 OU0370  PID         -  OU0370
 OU0370  STATE/COUNTY-  SD/CUSTER
 OU0370  COUNTRY     -  US
 OU0370  USGS QUAD   -  TWENTYONE DIVIDE (2017)
 OU0370
 OU0370                         *CURRENT SURVEY CONTROL
 OU0370  ______________________________________________________________________
 OU0370* NAD 83(1986) POSITION- 43 29 27.     (N) 104 00 56.     (W)   SCALED
 OU0370* NAVD 88 ORTHO HEIGHT -  1118.237 (meters)     3668.75  (feet) ADJUSTED
 OU0370  ______________________________________________________________________
 OU0370  GEOID HEIGHT    -        -14.644 (meters)                     GEOID18
 OU0370  DYNAMIC HEIGHT  -       1117.774 (meters)     3667.23  (feet) COMP
 OU0370  MODELED GRAVITY -    980,166.9   (mgal)                       NAVD 88
 OU0370
 OU0370  VERT ORDER      -  FIRST     CLASS II
 OU0370
 OU0370.The horizontal coordinates were scaled from a map and have
 OU0370.an estimated accuracy of +/- 6 seconds.
 OU0370
 OU0370.The orthometric height was determined by differential leveling and
 OU0370.adjusted by the NATIONAL GEODETIC SURVEY
 OU0370.in June 1991.
 OU0370
 OU0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0370.GEOID18 height accuracy estimate available here.
 OU0370
 OU0370.Click photographs - Photos may exist for this station.
 OU0370
 OU0370.The dynamic height is computed by dividing the NAVD 88
 OU0370.geopotential number by the normal gravity value computed on the
 OU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0370.degrees latitude (g = 980.6199 gals.).
 OU0370
 OU0370.The modeled gravity was interpolated from observed gravity values.
 OU0370
 OU0370;                    North         East    Units  Estimated Accuracy
 OU0370;SPC SD S     -   135,190.      302,270.      MT  (+/- 180 meters Scaled)
 OU0370
 OU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ795157(NAD 83)
 OU0370
 OU0370                          SUPERSEDED SURVEY CONTROL
 OU0370
 OU0370.No superseded survey control is available for this station.
 OU0370
 OU0370_MARKER: I = METAL ROD
 OU0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0370_STAMPING: E 429 1985
 OU0370_MARK LOGO: NGS
 OU0370_PROJECTION: FLUSH
 OU0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0370_ROD/PIPE-DEPTH: 3.6 meters
 OU0370
 OU0370  HISTORY     - Date     Condition        Report By
 OU0370  HISTORY     - 1985     MONUMENTED       NGS
 OU0370
 OU0370                          STATION DESCRIPTION
 OU0370
 OU0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0370'28.2 KM (17.5 MI) NORTH FROM EDGEMONT.
 OU0370'28.2 KM (17.5 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OU0370'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OU0370'EDGEMONT, 0.5 KM (0.3 MI) NORTH OF THE T JUNCTION OF A DIRT ROAD
 OU0370'LEADING EAST, 17.1 METERS (56 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 OU0370'51.2 METERS (168 FT) SOUTH OF THE NORTHEAST END OF A 18-INCH PIPE
 OU0370'CULVERT AND 1.0 METER (0.3 FT) SOUTHWEST OF A RIGHT-OF-WAY FENCE.
 OU0370'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0370'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0370'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0649 ***********************************************************************
 OT0649  DESIGNATION -  E 430
 OT0649  PID         -  OT0649
 OT0649  STATE/COUNTY-  SD/FALL RIVER
 OT0649  COUNTRY     -  US
 OT0649  USGS QUAD   -  HOT SPRINGS (2017)
 OT0649
 OT0649                         *CURRENT SURVEY CONTROL
 OT0649  ______________________________________________________________________
 OT0649* NAD 83(1986) POSITION- 43 25 48.7    (N) 103 28 51.3    (W)   HD_HELD2
 OT0649* NAVD 88 ORTHO HEIGHT -  1077.988 (meters)     3536.70  (feet) ADJUSTED
 OT0649  ______________________________________________________________________
 OT0649  GEOID HEIGHT    -        -15.550 (meters)                     GEOID18
 OT0649  DYNAMIC HEIGHT  -       1077.546 (meters)     3535.25  (feet) COMP
 OT0649  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 OT0649
 OT0649  VERT ORDER      -  FIRST     CLASS II
 OT0649
 OT0649.The horizontal coordinates were established by autonomous hand held GPS
 OT0649.observations and have an estimated accuracy of +/- 10 meters.
 OT0649
 OT0649.The orthometric height was determined by differential leveling and
 OT0649.adjusted by the NATIONAL GEODETIC SURVEY
 OT0649.in June 1991.
 OT0649
 OT0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0649.GEOID18 height accuracy estimate available here.
 OT0649
 OT0649.Click photographs - Photos may exist for this station.
 OT0649
 OT0649.The dynamic height is computed by dividing the NAVD 88
 OT0649.geopotential number by the normal gravity value computed on the
 OT0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0649.degrees latitude (g = 980.6199 gals.).
 OT0649
 OT0649.The modeled gravity was interpolated from observed gravity values.
 OT0649
 OT0649;                    North         East    Units  Estimated Accuracy
 OT0649;SPC SD S     -   126,680.      345,224.      MT  (+/- 10 meters HH2 GPS)
 OT0649
 OT0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2295109709(NAD 83)
 OT0649
 OT0649                          SUPERSEDED SURVEY CONTROL
 OT0649
 OT0649.No superseded survey control is available for this station.
 OT0649
 OT0649_MARKER: DV = VERTICAL CONTROL DISK
 OT0649_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 OT0649_SP_SET: BUILDING
 OT0649_STAMPING: E 430 1985
 OT0649_MARK LOGO: NGS
 OT0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0649+STABILITY: POSITION/ELEVATION WELL
 OT0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0649+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2019
 OT0649
 OT0649  HISTORY     - Date     Condition        Report By
 OT0649  HISTORY     - 1985     MONUMENTED       NGS
 OT0649  HISTORY     - 19950410 GOOD             NGS
 OT0649  HISTORY     - 20190607 GOOD             USPSQD
 OT0649
 OT0649                          STATION DESCRIPTION
 OT0649
 OT0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0649'IN HOT SPRINGS.
 OT0649'IN HOT SPRINGS, VERTICALLY IN THE EAST FACE OF AND 0.4 METER (1.3 FT)
 OT0649'NORTH OF THE SOUTHEAST CORNER OF THE SOUTH WING OF THE HOT SPRINGS
 OT0649'HIGH SCHOOL, 28.0 METERS (92 FT) NORTH OF THE NORTH CURB OF UNIVERSITY
 OT0649'AVENUE, 22.0 METERS (72 FT) WEST OF THE WEST CURB OF 16TH STREET AND
 OT0649'0.9 METER (3 FT) ABOVE THE GROUND.
 OT0649'THE MARK IS 1.8 M ABOVE THE STREET.
 OT0649
 OT0649                          STATION RECOVERY (1995)
 OT0649
 OT0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0649'IN HOT SPRINGS, AT THE INTERSECTION OF 16TH STREET AND UNIVERSITY
 OT0649'AVENUE (U.S. HIGHWAY 18), SET VERTICALLY IN THE EAST FACE OF THE HOT
 OT0649'SPRINGS HIGH SCHOOL, 33.1 M (108.6 FT) NORTH OF THE AVENUE CENTER,
 OT0649'25.0 M (82.0 FT) WEST OF THE STREET CENTER, 1.8 M (5.9 FT) ABOVE THE
 OT0649'LEVEL OF THE STREET, AND 0.4 M (1.3 FT) NORTH OF THE SOUTHEAST CORNER
 OT0649'OF THE BUILDING.
 OT0649
 OT0649                          STATION RECOVERY (2019)
 OT0649
 OT0649'RECOVERY NOTE BY US POWER SQUADRON 2019 (MLG)
 OT0649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0646 ***********************************************************************
 OS0646  CBN         -  This is a Cooperative Base Network Control Station.
 OS0646  DESIGNATION -  E 432
 OS0646  PID         -  OS0646
 OS0646  STATE/COUNTY-  SD/JACKSON
 OS0646  COUNTRY     -  US
 OS0646  USGS QUAD   -  STAMFORD NW (2017)
 OS0646
 OS0646                         *CURRENT SURVEY CONTROL
 OS0646  ______________________________________________________________________
 OS0646* NAD 83(2011) POSITION- 43 56 43.27392(N) 101 08 37.47056(W)   ADJUSTED
 OS0646* NAD 83(2011) ELLIP HT-   663.487 (meters)        (06/27/12)   ADJUSTED
 OS0646* NAD 83(2011) EPOCH   -  2010.00
 OS0646* NAVD 88 ORTHO HEIGHT -   686.483 (meters)     2252.24  (feet) ADJUSTED
 OS0646  ______________________________________________________________________
 OS0646  GEOID HEIGHT    -        -22.971 (meters)                     GEOID18
 OS0646  NAD 83(2011) X  -   -889,079.732 (meters)                     COMP
 OS0646  NAD 83(2011) Y  - -4,513,435.463 (meters)                     COMP
 OS0646  NAD 83(2011) Z  -  4,404,182.337 (meters)                     COMP
 OS0646  LAPLACE CORR    -         -7.19  (seconds)                    DEFLEC18
 OS0646  DYNAMIC HEIGHT  -        686.266 (meters)     2251.52  (feet) COMP
 OS0646  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 OS0646
 OS0646  VERT ORDER      -  FIRST     CLASS II
 OS0646
 OS0646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0646  Standards:
 OS0646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0646  -------------------------------------------------------------------
 OS0646  NETWORK    0.61   1.31           0.29   0.19   0.67     -0.08534900
 OS0646  -------------------------------------------------------------------
 OS0646  Click here for local accuracies and other accuracy information.
 OS0646
 OS0646.The horizontal coordinates were established by GPS observations
 OS0646.and adjusted by the National Geodetic Survey in June 2012.
 OS0646
 OS0646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0646.been affixed to the stable North American tectonic plate. See 
 OS0646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0646
 OS0646.The horizontal coordinates are valid at the epoch date displayed above
 OS0646.which is a decimal equivalence of Year/Month/Day.
 OS0646
 OS0646.The orthometric height was determined by differential leveling and
 OS0646.adjusted by the NATIONAL GEODETIC SURVEY
 OS0646.in June 1991.
 OS0646
 OS0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0646.GEOID18 height accuracy estimate available here.
 OS0646
 OS0646.Click photographs - Photos may exist for this station.
 OS0646
 OS0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0646
 OS0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0646
 OS0646.The ellipsoidal height was determined by GPS observations
 OS0646.and is referenced to NAD 83.
 OS0646
 OS0646.The dynamic height is computed by dividing the NAVD 88
 OS0646.geopotential number by the normal gravity value computed on the
 OS0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0646.degrees latitude (g = 980.6199 gals.).
 OS0646
 OS0646.The modeled gravity was interpolated from observed gravity values.
 OS0646
 OS0646. The following values were computed from the NAD 83(2011) position.
 OS0646
 OS0646;                    North         East     Units Scale Factor Converg.
 OS0646;SPC SD S     -   179,400.920   534,946.625   MT  0.99992312   -0 33 32.6
 OS0646;SPC SD S     -   588,584.52  1,755,070.72   sFT  0.99992312   -0 33 32.6
 OS0646;UTM  14      - 4,868,037.399   327,968.193   MT  0.99996401   -1 29 17.0
 OS0646
 OS0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0646!SPC SD S     -   0.99989597  x   0.99992312  =   0.99981910
 OS0646!UTM  14      -   0.99989597  x   0.99996401  =   0.99985999
 OS0646
 OS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2796868037(NAD 83)
 OS0646
 OS0646                          SUPERSEDED SURVEY CONTROL
 OS0646
 OS0646  NAD 83(2007)-  43 56 43.27381(N)    101 08 37.47167(W) AD(2002.00) 0
 OS0646  ELLIP H (02/10/07)  663.516  (m)                       GP(2002.00)    
 OS0646  NAD 83(1996)-  43 56 43.27333(N)    101 08 37.47157(W) AD(       ) A
 OS0646  ELLIP H (06/23/03)  663.514  (m)                       GP(       ) 3 1
 OS0646  NAVD 88             686.48   (m)         2252.2    (f) LEVELING    3  
 OS0646
 OS0646.Superseded values are not recommended for survey control.
 OS0646
 OS0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0646.See file dsdata.pdf to determine how the superseded data were derived.
 OS0646
 OS0646_MARKER: I = METAL ROD
 OS0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0646_STAMPING: E 432 1985
 OS0646_MARK LOGO: NGS
 OS0646_PROJECTION: FLUSH
 OS0646_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0646+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 OS0646_ROD/PIPE-DEPTH: 4.10 meters
 OS0646
 OS0646  HISTORY     - Date     Condition        Report By
 OS0646  HISTORY     - 1985     MONUMENTED       NGS
 OS0646  HISTORY     - 20020514 GOOD             SDDT
 OS0646  HISTORY     - 20151008 GOOD             SDDT
 OS0646
 OS0646                          STATION DESCRIPTION
 OS0646
 OS0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0646'14.5 KM (9.0 MI) SOUTH FROM MIDLAND.
 OS0646'14.45 KM (8.98 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF
 OS0646'US HIGHWAY 14 AT MIDLAND, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF
 OS0646'A GRAVEL DRIVE LEADING EAST TO A RANCH, 30.2 METERS (99 FT) EAST OF
 OS0646'THE HIGHWAY CENTERLINE, 7.3 METERS (24 FT) SOUTH OF THE CENTER OF THE
 OS0646'GRAVEL DRIVE, 125.0 METERS (410 FT) SOUTH-SOUTHEAST OF MILEPOST 88,
 OS0646'72.5 METERS (238 FT) NORTH-NORTHEAST OF THE EAST END OF A 36-INCH PIPE
 OS0646'CULVERT AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 OS0646'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0646'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OS0646'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OS0646
 OS0646                          STATION RECOVERY (2002)
 OS0646
 OS0646'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OS0646'RECOVERED AS DESCRIBED
 OS0646'
 OS0646
 OS0646                          STATION RECOVERY (2015)
 OS0646
 OS0646'RECOVERY NOTE BY SD DEPT OF TRANSP 2015 (TJ)
 OS0646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0928 ***********************************************************************
 PT0928  DESIGNATION -  E 433
 PT0928  PID         -  PT0928
 PT0928  STATE/COUNTY-  SD/STANLEY
 PT0928  COUNTRY     -  US
 PT0928  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0928
 PT0928                         *CURRENT SURVEY CONTROL
 PT0928  ______________________________________________________________________
 PT0928* NAD 83(1986) POSITION- 44 31 01.     (N) 101 08 06.     (W)   SCALED
 PT0928* NAVD 88 ORTHO HEIGHT -   694.584 (meters)     2278.81  (feet) ADJUSTED
 PT0928  ______________________________________________________________________
 PT0928  GEOID HEIGHT    -        -22.082 (meters)                     GEOID18
 PT0928  DYNAMIC HEIGHT  -        694.415 (meters)     2278.26  (feet) COMP
 PT0928  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 PT0928
 PT0928  VERT ORDER      -  FIRST     CLASS II
 PT0928
 PT0928.The horizontal coordinates were scaled from a map and have
 PT0928.an estimated accuracy of +/- 6 seconds.
 PT0928
 PT0928.The orthometric height was determined by differential leveling and
 PT0928.adjusted by the NATIONAL GEODETIC SURVEY
 PT0928.in June 1991.
 PT0928
 PT0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0928.GEOID18 height accuracy estimate available here.
 PT0928
 PT0928.Click photographs - Photos may exist for this station.
 PT0928
 PT0928.The dynamic height is computed by dividing the NAVD 88
 PT0928.geopotential number by the normal gravity value computed on the
 PT0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0928.degrees latitude (g = 980.6199 gals.).
 PT0928
 PT0928.The modeled gravity was interpolated from observed gravity values.
 PT0928
 PT0928;                    North         East    Units  Estimated Accuracy
 PT0928;SPC SD S     -   242,900.      536,260.      MT  (+/- 180 meters Scaled)
 PT0928
 PT0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ303315(NAD 83)
 PT0928
 PT0928                          SUPERSEDED SURVEY CONTROL
 PT0928
 PT0928.No superseded survey control is available for this station.
 PT0928
 PT0928_MARKER: I = METAL ROD
 PT0928_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0928_STAMPING: E 433 1985
 PT0928_MARK LOGO: NGS
 PT0928_PROJECTION: FLUSH
 PT0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0928_ROD/PIPE-DEPTH: 6.1 meters
 PT0928
 PT0928  HISTORY     - Date     Condition        Report By
 PT0928  HISTORY     - 1985     MONUMENTED       NGS
 PT0928
 PT0928                          STATION DESCRIPTION
 PT0928
 PT0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0928'51.7 KM (32.1 MI) NORTH FROM MIDLAND.
 PT0928'51.67 KM (32.11 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0928'FROM THEIR JUNCTION AT MIDLAND, AT THE T JUNCTION OF A FIELD ACCESS
 PT0928'ROAD LEADING WEST, 0.83 KM (0.52 MI) SOUTH OF THE JUNCTION OF KIRLEY
 PT0928'ROAD, 15.5 METERS (51 FT) EAST OF THE HIGHWAY CENTERLINE, 7.6 METERS
 PT0928'(25 FT) SOUTH OF THE EXTENDED CENTER OF THE FIELD ROAD, 87.8 METERS
 PT0928'(288 FT) NORTH-NORTHEAST OF MILEPOST 129, 76.8 METERS (252 FT)
 PT0928'SOUTH-SOUTHEAST OF THE EAST END OF A 24-INCH PIPE CULVERT AND 0.3
 PT0928'METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 PT0928'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0928'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0928'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0660 ***********************************************************************
 OS0660  DESIGNATION -  E 434
 OS0660  PID         -  OS0660
 OS0660  STATE/COUNTY-  SD/JONES
 OS0660  COUNTRY     -  US
 OS0660  USGS QUAD   -  OKATON (2017)
 OS0660
 OS0660                         *CURRENT SURVEY CONTROL
 OS0660  ______________________________________________________________________
 OS0660* NAD 83(1986) POSITION- 43 53 37.     (N) 100 57 54.     (W)   SCALED
 OS0660* NAVD 88 ORTHO HEIGHT -   702.720 (meters)     2305.51  (feet) ADJUSTED
 OS0660  ______________________________________________________________________
 OS0660  GEOID HEIGHT    -        -23.486 (meters)                     GEOID18
 OS0660  DYNAMIC HEIGHT  -        702.487 (meters)     2304.74  (feet) COMP
 OS0660  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OS0660
 OS0660  VERT ORDER      -  FIRST     CLASS II
 OS0660
 OS0660.The horizontal coordinates were scaled from a map and have
 OS0660.an estimated accuracy of +/- 6 seconds.
 OS0660
 OS0660.The orthometric height was determined by differential leveling and
 OS0660.adjusted by the NATIONAL GEODETIC SURVEY
 OS0660.in June 1991.
 OS0660
 OS0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0660.GEOID18 height accuracy estimate available here.
 OS0660
 OS0660.Click photographs - Photos may exist for this station.
 OS0660
 OS0660.The dynamic height is computed by dividing the NAVD 88
 OS0660.geopotential number by the normal gravity value computed on the
 OS0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0660.degrees latitude (g = 980.6199 gals.).
 OS0660
 OS0660.The modeled gravity was interpolated from observed gravity values.
 OS0660
 OS0660;                    North         East    Units  Estimated Accuracy
 OS0660;SPC SD S     -   173,530.      549,250.      MT  (+/- 180 meters Scaled)
 OS0660
 OS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP421619(NAD 83)
 OS0660
 OS0660                          SUPERSEDED SURVEY CONTROL
 OS0660
 OS0660.No superseded survey control is available for this station.
 OS0660
 OS0660_MARKER: I = METAL ROD
 OS0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0660_STAMPING: E 434 1985
 OS0660_MARK LOGO: NGS
 OS0660_PROJECTION: FLUSH
 OS0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0660+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0660_ROD/PIPE-DEPTH: 4.9 meters
 OS0660
 OS0660  HISTORY     - Date     Condition        Report By
 OS0660  HISTORY     - 1985     MONUMENTED       NGS
 OS0660  HISTORY     - 20130114 GOOD             INDIV
 OS0660
 OS0660                          STATION DESCRIPTION
 OS0660
 OS0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0660'6.3 KM (3.9 MI) WEST FROM OKATON.
 OS0660'6.26 KM (3.89 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0660'OF I 90 EXIT 183 AT OKATON, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 OS0660'OF A GRAVEL ROAD LEADING SOUTH, 36.3 METERS (119 FT) SOUTH OF THE
 OS0660'CENTER OF THE ROAD, 15.2 METERS (50 FT) WEST OF THE CENTER OF THE
 OS0660'GRAVEL ROAD, 6.7 METERS (22 FT) SOUTH-SOUTHWEST OF A POWER POLE T
 OS0660'JUNCTION AT THE WEST END OF A POWER LINE CROSSING THE GRAVEL ROAD,
 OS0660'4.3 METERS (14 FT) WEST OF THE NORTHEAST CORNER OF THE RIGHT-OF-WAY
 OS0660'FENCE AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 OS0660'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0660'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0660'THE MARK IS 0.6 M ABOVE THE ROAD.
 OS0660
 OS0660                          STATION RECOVERY (2013)
 OS0660
 OS0660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0699 ***********************************************************************
 OT0699  DESIGNATION -  E 435
 OT0699  PID         -  OT0699
 OT0699  STATE/COUNTY-  SD/PENNINGTON
 OT0699  COUNTRY     -  US
 OT0699  USGS QUAD   -  CRESTON (2017)
 OT0699
 OT0699                         *CURRENT SURVEY CONTROL
 OT0699  ______________________________________________________________________
 OT0699* NAD 83(1986) POSITION- 43 53 43.     (N) 102 38 25.     (W)   SCALED
 OT0699* NAVD 88 ORTHO HEIGHT -   752.078 (meters)     2467.44  (feet) ADJUSTED
 OT0699  ______________________________________________________________________
 OT0699  GEOID HEIGHT    -        -17.920 (meters)                     GEOID18
 OT0699  DYNAMIC HEIGHT  -        751.844 (meters)     2466.67  (feet) COMP
 OT0699  MODELED GRAVITY -    980,282.9   (mgal)                       NAVD 88
 OT0699
 OT0699  VERT ORDER      -  FIRST     CLASS II
 OT0699
 OT0699.The horizontal coordinates were scaled from a map and have
 OT0699.an estimated accuracy of +/- 6 seconds.
 OT0699
 OT0699.The orthometric height was determined by differential leveling and
 OT0699.adjusted by the NATIONAL GEODETIC SURVEY
 OT0699.in June 1991.
 OT0699
 OT0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0699.GEOID18 height accuracy estimate available here.
 OT0699
 OT0699.Click photographs - Photos may exist for this station.
 OT0699
 OT0699.The dynamic height is computed by dividing the NAVD 88
 OT0699.geopotential number by the normal gravity value computed on the
 OT0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0699.degrees latitude (g = 980.6199 gals.).
 OT0699
 OT0699.The modeled gravity was interpolated from observed gravity values.
 OT0699
 OT0699;                    North         East    Units  Estimated Accuracy
 OT0699;SPC SD S     -   176,090.      414,680.      MT  (+/- 180 meters Scaled)
 OT0699
 OT0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ895629(NAD 83)
 OT0699
 OT0699                          SUPERSEDED SURVEY CONTROL
 OT0699
 OT0699.No superseded survey control is available for this station.
 OT0699
 OT0699_MARKER: I = METAL ROD
 OT0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0699_STAMPING: E 435 1985
 OT0699_MARK LOGO: NGS
 OT0699_PROJECTION: FLUSH
 OT0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0699_ROD/PIPE-DEPTH: 12.2 meters
 OT0699
 OT0699  HISTORY     - Date     Condition        Report By
 OT0699  HISTORY     - 1985     MONUMENTED       NGS
 OT0699
 OT0699                          STATION DESCRIPTION
 OT0699
 OT0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0699'14.9 KM (9.25 MI) NW FROM SCENIC.
 OT0699'0.75 KM (0.4 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN
 OT0699'SCENIC, THENCE 14.15 KM (8.85 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0699'0.75 KM (0.45 MI) NORTHWEST OF MILEPOST 79, 0.2 KM (0.1 MI) SOUTHEAST
 OT0699'OF THE SOUTHEAST END OF THE BRIDGE OVER THE CHEYENNE RIVER, 30.2
 OT0699'METERS (99 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 5.0 METERS (16.5
 OT0699'FT) SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE AND 0.3 METER (1 FT)
 OT0699'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OT0699'HAD THROUGH A 5-INCH LOGO CAP.
 OT0699'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0699'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0724 ***********************************************************************
 OT0724  DESIGNATION -  E 436
 OT0724  PID         -  OT0724
 OT0724  STATE/COUNTY-  SD/JACKSON
 OT0724  COUNTRY     -  US
 OT0724  USGS QUAD   -  CONATA NE (2017)
 OT0724
 OT0724                         *CURRENT SURVEY CONTROL
 OT0724  ______________________________________________________________________
 OT0724* NAD 83(1986) POSITION- 43 43 09.     (N) 102 01 08.     (W)   SCALED
 OT0724* NAVD 88 ORTHO HEIGHT -   720.316 (meters)     2363.24  (feet) ADJUSTED
 OT0724  ______________________________________________________________________
 OT0724  GEOID HEIGHT    -        -19.780 (meters)                     GEOID18
 OT0724  DYNAMIC HEIGHT  -        720.088 (meters)     2362.49  (feet) COMP
 OT0724  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 OT0724
 OT0724  VERT ORDER      -  FIRST     CLASS II
 OT0724
 OT0724.The horizontal coordinates were scaled from a map and have
 OT0724.an estimated accuracy of +/- 6 seconds.
 OT0724
 OT0724.The orthometric height was determined by differential leveling and
 OT0724.adjusted by the NATIONAL GEODETIC SURVEY
 OT0724.in June 1991.
 OT0724
 OT0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0724.GEOID18 height accuracy estimate available here.
 OT0724
 OT0724.Click photographs - Photos may exist for this station.
 OT0724
 OT0724.The dynamic height is computed by dividing the NAVD 88
 OT0724.geopotential number by the normal gravity value computed on the
 OT0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0724.degrees latitude (g = 980.6199 gals.).
 OT0724
 OT0724.The modeled gravity was interpolated from observed gravity values.
 OT0724
 OT0724;                    North         East    Units  Estimated Accuracy
 OT0724;SPC SD S     -   155,330.      464,190.      MT  (+/- 180 meters Scaled)
 OT0724
 OT0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ401450(NAD 83)
 OT0724
 OT0724                          SUPERSEDED SURVEY CONTROL
 OT0724
 OT0724.No superseded survey control is available for this station.
 OT0724
 OT0724_MARKER: I = METAL ROD
 OT0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0724_STAMPING: E 436 1985
 OT0724_MARK LOGO: NGS
 OT0724_PROJECTION: FLUSH
 OT0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0724_ROD/PIPE-DEPTH: 4.5 meters
 OT0724
 OT0724  HISTORY     - Date     Condition        Report By
 OT0724  HISTORY     - 1985     MONUMENTED       NGS
 OT0724
 OT0724                          STATION DESCRIPTION
 OT0724
 OT0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0724'3.4 KM (2.1 MI) WEST FROM INTERIOR.
 OT0724'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0724'STATE HIGHWAY 377 IN INTERIOR, 0.65 KM (0.4 MI) EAST OF MILEPOST 117,
 OT0724'AT THE JACKSON-PENNINGTON COUNTY LINE, IN THE SOUTHEAST CORNER OF THE
 OT0724'T JUNCTION OF A PRIVATE RANCH ROAD, 22.9 METERS (75 FT) SOUTH OF THE
 OT0724'HIGHWAY CENTERLINE, 12.9 METERS (42.5 FT) EAST OF THE CENTER OF THE
 OT0724'ROAD AND CATTLE GUARD, 4.0 METERS (13 FT) EAST OF A FENCE CORNER AND
 OT0724'0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0724'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0724'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0724'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0597 ***********************************************************************
 QS0597  DESIGNATION -  E 438
 QS0597  PID         -  QS0597
 QS0597  STATE/COUNTY-  SD/ZIEBACH
 QS0597  COUNTRY     -  US
 QS0597  USGS QUAD   -  DUPREE NE (2017)
 QS0597
 QS0597                         *CURRENT SURVEY CONTROL
 QS0597  ______________________________________________________________________
 QS0597* NAD 83(1986) POSITION- 45 07 31.     (N) 101 34 08.     (W)   SCALED
 QS0597* NAVD 88 ORTHO HEIGHT -   740.905 (meters)     2430.79  (feet) ADJUSTED
 QS0597  ______________________________________________________________________
 QS0597  GEOID HEIGHT    -        -20.545 (meters)                     GEOID18
 QS0597  DYNAMIC HEIGHT  -        740.766 (meters)     2430.33  (feet) COMP
 QS0597  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 QS0597
 QS0597  VERT ORDER      -  FIRST     CLASS II
 QS0597
 QS0597.The horizontal coordinates were scaled from a map and have
 QS0597.an estimated accuracy of +/- 6 seconds.
 QS0597
 QS0597.The orthometric height was determined by differential leveling and
 QS0597.adjusted by the NATIONAL GEODETIC SURVEY
 QS0597.in June 1991.
 QS0597
 QS0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0597.GEOID18 height accuracy estimate available here.
 QS0597
 QS0597.Click photographs - Photos may exist for this station.
 QS0597
 QS0597.The dynamic height is computed by dividing the NAVD 88
 QS0597.geopotential number by the normal gravity value computed on the
 QS0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0597.degrees latitude (g = 980.6199 gals.).
 QS0597
 QS0597.The modeled gravity was interpolated from observed gravity values.
 QS0597
 QS0597;                    North         East    Units  Estimated Accuracy
 QS0597;SPC SD N     -   144,760.      476,580.      MT  (+/- 180 meters Scaled)
 QS0597
 QS0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR979000(NAD 83)
 QS0597
 QS0597                          SUPERSEDED SURVEY CONTROL
 QS0597
 QS0597.No superseded survey control is available for this station.
 QS0597
 QS0597_MARKER: I = METAL ROD
 QS0597_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0597+WITH SETTING: INFORMATION.
 QS0597_STAMPING: E 438 1985
 QS0597_MARK LOGO: NGS
 QS0597_PROJECTION: FLUSH
 QS0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0597+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0597_ROD/PIPE-DEPTH: 1.2 meters
 QS0597
 QS0597  HISTORY     - Date     Condition        Report By
 QS0597  HISTORY     - 1985     MONUMENTED       NGS
 QS0597  HISTORY     - 20120724 GOOD             INDIV
 QS0597
 QS0597                          STATION DESCRIPTION
 QS0597
 QS0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0597'11.1 KM (6.9 MI) NORTH FROM DUPREE.
 QS0597'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0597'STREET AT DUPREE, THENCE 8.19 KM (5.09 MI) NORTH ALONG STATE HIGHWAY
 QS0597'65, AT A SECTION LINE FENCE LEADING WEST, 0.13 KM (0.08 MI) SOUTH OF
 QS0597'THE TOP OF A RISE IN THE HIGHWAY, 23.6 METERS (77.5 FT) WEST OF THE
 QS0597'HIGHWAY CENTERLINE, 80.2 METERS (263 FT) NORTHWEST OF MILEPOST 169,
 QS0597'13.4 METERS (44 FT) WEST OF A POWER POLE WITH ONE GUY WIRE AND
 QS0597'0.3 METER (1 FT) NORTH OF THE EAST-WEST FENCE.  NOTE--ACCESS TO DATUM
 QS0597'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0597'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0597'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0597
 QS0597                          STATION RECOVERY (2012)
 QS0597
 QS0597'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0039 ***********************************************************************
 OR0039  DESIGNATION -  E 44
 OR0039  PID         -  OR0039
 OR0039  STATE/COUNTY-  SD/DAVISON
 OR0039  COUNTRY     -  US
 OR0039  USGS QUAD   -  LOOMIS (2017)
 OR0039
 OR0039                         *CURRENT SURVEY CONTROL
 OR0039  ______________________________________________________________________
 OR0039* NAD 83(1986) POSITION- 43 48 43.     (N) 098 06 46.     (W)   SCALED
 OR0039* NAVD 88 ORTHO HEIGHT -   388.996 (meters)     1276.23  (feet) ADJUSTED
 OR0039  ______________________________________________________________________
 OR0039  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 OR0039  DYNAMIC HEIGHT  -        388.905 (meters)     1275.93  (feet) COMP
 OR0039  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 OR0039
 OR0039  VERT ORDER      -  FIRST     CLASS II
 OR0039
 OR0039.The horizontal coordinates were scaled from a map and have
 OR0039.an estimated accuracy of +/- 6 seconds.
 OR0039
 OR0039.The orthometric height was determined by differential leveling and
 OR0039.adjusted by the NATIONAL GEODETIC SURVEY
 OR0039.in June 1991.
 OR0039
 OR0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0039.GEOID18 height accuracy estimate available here.
 OR0039
 OR0039.Click photographs - Photos may exist for this station.
 OR0039
 OR0039.The dynamic height is computed by dividing the NAVD 88
 OR0039.geopotential number by the normal gravity value computed on the
 OR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0039.degrees latitude (g = 980.6199 gals.).
 OR0039
 OR0039.The modeled gravity was interpolated from observed gravity values.
 OR0039
 OR0039;                    North         East    Units  Estimated Accuracy
 OR0039;SPC SD S     -   166,650.      778,630.      MT  (+/- 180 meters Scaled)
 OR0039
 OR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP713513(NAD 83)
 OR0039
 OR0039                          SUPERSEDED SURVEY CONTROL
 OR0039
 OR0039  NGVD 29 (??/??/92)  388.701  (m)         1275.26   (f) ADJ UNCH    1 2
 OR0039
 OR0039.Superseded values are not recommended for survey control.
 OR0039
 OR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0039.See file dsdata.pdf to determine how the superseded data were derived.
 OR0039
 OR0039_MARKER: DB = BENCH MARK DISK
 OR0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0039_SP_SET: BRIDGE
 OR0039_STAMPING: E 44 1934
 OR0039_MARK LOGO: CGS
 OR0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0039+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2012
 OR0039
 OR0039  HISTORY     - Date     Condition        Report By
 OR0039  HISTORY     - 1934     MONUMENTED       CGS
 OR0039  HISTORY     - 1964     GOOD             CGS
 OR0039  HISTORY     - 20120124 GOOD             INDIV
 OR0039
 OR0039                          STATION DESCRIPTION
 OR0039
 OR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0039'6.1 MI S FROM LETCHER.
 OR0039'IN DAVISON COUNTY, ABOUT 6.1 MILES SOUTH ALONG THE CHICAGO,
 OR0039'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE
 OR0039'AT LETCHER, SANBORN COUNTY, ABOUT 4 POLES SOUTH OF MILEPOST 9,
 OR0039'AT BRIDGE P 10, AND IN THE TOP OF THE SOUTH END OF THE EAST
 OR0039'CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED E 44 1934.
 OR0039
 OR0039                          STATION RECOVERY (1964)
 OR0039
 OR0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 OR0039'RECOVERED IN GOOD CONDITION.
 OR0039
 OR0039                          STATION RECOVERY (2012)
 OR0039
 OR0039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1982 ***********************************************************************
 NM1982  DESIGNATION -  E 447
 NM1982  PID         -  NM1982
 NM1982  STATE/COUNTY-  SD/UNION
 NM1982  COUNTRY     -  US
 NM1982  USGS QUAD   -  ALSEN (2017)
 NM1982
 NM1982                         *CURRENT SURVEY CONTROL
 NM1982  ______________________________________________________________________
 NM1982* NAD 83(1986) POSITION- 42 58 04.     (N) 096 47 39.     (W)   SCALED
 NM1982* NAVD 88 ORTHO HEIGHT -   413.080 (meters)     1355.25  (feet) ADJUSTED
 NM1982  ______________________________________________________________________
 NM1982  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM1982  DYNAMIC HEIGHT  -        412.971 (meters)     1354.89  (feet) COMP
 NM1982  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 NM1982
 NM1982  VERT ORDER      -  FIRST     CLASS II
 NM1982
 NM1982.The horizontal coordinates were scaled from a map and have
 NM1982.an estimated accuracy of +/- 6 seconds.
 NM1982
 NM1982.The orthometric height was determined by differential leveling and
 NM1982.adjusted by the NATIONAL GEODETIC SURVEY
 NM1982.in June 1991.
 NM1982
 NM1982.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1982.GEOID18 height accuracy estimate available here.
 NM1982
 NM1982.Click photographs - Photos may exist for this station.
 NM1982
 NM1982.The dynamic height is computed by dividing the NAVD 88
 NM1982.geopotential number by the normal gravity value computed on the
 NM1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1982.degrees latitude (g = 980.6199 gals.).
 NM1982
 NM1982.The modeled gravity was interpolated from observed gravity values.
 NM1982
 NM1982;                    North         East    Units  Estimated Accuracy
 NM1982;SPC SD S     -    76,630.      888,640.      MT  (+/- 180 meters Scaled)
 NM1982
 NM1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN798595(NAD 83)
 NM1982
 NM1982                          SUPERSEDED SURVEY CONTROL
 NM1982
 NM1982.No superseded survey control is available for this station.
 NM1982
 NM1982_MARKER: I = METAL ROD
 NM1982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1982_STAMPING: E 447 1990
 NM1982_MARK LOGO: NGS
 NM1982_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1982_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1982+STABILITY: POSITION/ELEVATION WELL
 NM1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1982+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1982_ROD/PIPE-DEPTH: 12.8 meters
 NM1982_SLEEVE-DEPTH  : 12.2 meters
 NM1982
 NM1982  HISTORY     - Date     Condition        Report By
 NM1982  HISTORY     - 1990     MONUMENTED       NGS
 NM1982  HISTORY     - 20120527 POOR             INDIV
 NM1982
 NM1982                          STATION DESCRIPTION
 NM1982
 NM1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1982'12.9 KM (8.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1982'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 NM1982'MILEPOST 39, 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE
 NM1982'NORTHBOUND LANES OF THE HIGHWAY, 24.2 M (79.4 FT) EAST-SOUTHEAST OF
 NM1982'THE EAST END OF A 24-INCH CULVERT, 24.2 M (79.4 FT) SOUTH OF A
 NM1982'UTILITY POLE WITH A GUY WIRE, 4.0 M (13.1 FT) SOUTH OF A T-FENCE
 NM1982'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 NM1982'WEST OF A FENCE, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 NM1982'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1982
 NM1982                          STATION RECOVERY (2012)
 NM1982
 NM1982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1982'CAP IS DAMAGED, CONCRETE IS BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0986 ***********************************************************************
 OQ0986  DESIGNATION -  E 448
 OQ0986  PID         -  OQ0986
 OQ0986  STATE/COUNTY-  SD/LINCOLN
 OQ0986  COUNTRY     -  US
 OQ0986  USGS QUAD   -  TEA (2017)
 OQ0986
 OQ0986                         *CURRENT SURVEY CONTROL
 OQ0986  ______________________________________________________________________
 OQ0986* NAD 83(1986) POSITION- 43 29 45.     (N) 096 47 26.     (W)   SCALED
 OQ0986* NAVD 88 ORTHO HEIGHT -   450.340 (meters)     1477.49  (feet) ADJUSTED
 OQ0986  ______________________________________________________________________
 OQ0986  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 OQ0986  DYNAMIC HEIGHT  -        450.218 (meters)     1477.09  (feet) COMP
 OQ0986  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 OQ0986
 OQ0986  VERT ORDER      -  FIRST     CLASS II
 OQ0986
 OQ0986.The horizontal coordinates were scaled from a map and have
 OQ0986.an estimated accuracy of +/- 6 seconds.
 OQ0986
 OQ0986.The orthometric height was determined by differential leveling and
 OQ0986.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0986.in June 1991.
 OQ0986
 OQ0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0986.GEOID18 height accuracy estimate available here.
 OQ0986
 OQ0986.Click photographs - Photos may exist for this station.
 OQ0986
 OQ0986.The dynamic height is computed by dividing the NAVD 88
 OQ0986.geopotential number by the normal gravity value computed on the
 OQ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0986.degrees latitude (g = 980.6199 gals.).
 OQ0986
 OQ0986.The modeled gravity was interpolated from observed gravity values.
 OQ0986
 OQ0986;                    North         East    Units  Estimated Accuracy
 OQ0986;SPC SD S     -   135,250.      886,440.      MT  (+/- 180 meters Scaled)
 OQ0986
 OQ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP786182(NAD 83)
 OQ0986
 OQ0986                          SUPERSEDED SURVEY CONTROL
 OQ0986
 OQ0986.No superseded survey control is available for this station.
 OQ0986
 OQ0986_MARKER: I = METAL ROD
 OQ0986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0986_STAMPING: E 448 1990
 OQ0986_MARK LOGO: NGS
 OQ0986_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0986_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0986+STABILITY: POSITION/ELEVATION WELL
 OQ0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0986+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 OQ0986_ROD/PIPE-DEPTH: 15.8 meters
 OQ0986_SLEEVE-DEPTH  : 12.2 meters
 OQ0986
 OQ0986  HISTORY     - Date     Condition        Report By
 OQ0986  HISTORY     - 1990     MONUMENTED       NGS
 OQ0986  HISTORY     - 20040911 GOOD             SKW
 OQ0986  HISTORY     - 20110329 GOOD             INDIV
 OQ0986
 OQ0986                          STATION DESCRIPTION
 OQ0986
 OQ0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0986'5.5 KM (3.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0986'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.3 KM (0.8 MI) NORTH OF
 OQ0986'MILEPOST 75, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 OQ0986'NORTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 OQ0986'THE HIGHWAY, 0.9 M (3.0 FT) SOUTHWEST OF THE MOST SOUTHERLY 1 OF 2
 OQ0986'FENCE BRACE POSTS, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND
 OQ0986'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0986
 OQ0986                          STATION RECOVERY (2004)
 OQ0986
 OQ0986'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 OQ0986'RECOVERED IN GOOD CONDITION.
 OQ0986
 OQ0986                          STATION RECOVERY (2011)
 OQ0986
 OQ0986'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0986'CONCRETE CHIPPED, HINGED LID IS GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1016 ***********************************************************************
 OQ1016  DESIGNATION -  E 449
 OQ1016  PID         -  OQ1016
 OQ1016  STATE/COUNTY-  SD/MINNEHAHA
 OQ1016  COUNTRY     -  US
 OQ1016  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1016
 OQ1016                         *CURRENT SURVEY CONTROL
 OQ1016  ______________________________________________________________________
 OQ1016* NAD 83(1986) POSITION- 43 34 48.     (N) 096 41 35.     (W)   SCALED
 OQ1016* NAVD 88 ORTHO HEIGHT -   438.146 (meters)     1437.48  (feet) ADJUSTED
 OQ1016  ______________________________________________________________________
 OQ1016  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OQ1016  DYNAMIC HEIGHT  -        438.034 (meters)     1437.12  (feet) COMP
 OQ1016  MODELED GRAVITY -    980,349.7   (mgal)                       NAVD 88
 OQ1016
 OQ1016  VERT ORDER      -  FIRST     CLASS II
 OQ1016
 OQ1016.The horizontal coordinates were scaled from a map and have
 OQ1016.an estimated accuracy of +/- 6 seconds.
 OQ1016
 OQ1016.The orthometric height was determined by differential leveling and
 OQ1016.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1016.in June 1991.
 OQ1016
 OQ1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1016.GEOID18 height accuracy estimate available here.
 OQ1016
 OQ1016.Click photographs - Photos may exist for this station.
 OQ1016
 OQ1016.The dynamic height is computed by dividing the NAVD 88
 OQ1016.geopotential number by the normal gravity value computed on the
 OQ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1016.degrees latitude (g = 980.6199 gals.).
 OQ1016
 OQ1016.The modeled gravity was interpolated from observed gravity values.
 OQ1016
 OQ1016;                    North         East    Units  Estimated Accuracy
 OQ1016;SPC SD S     -   144,940.      893,900.      MT  (+/- 180 meters Scaled)
 OQ1016
 OQ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP862278(NAD 83)
 OQ1016
 OQ1016                          SUPERSEDED SURVEY CONTROL
 OQ1016
 OQ1016.No superseded survey control is available for this station.
 OQ1016
 OQ1016_MARKER: I = METAL ROD
 OQ1016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1016_STAMPING: E 449 1990
 OQ1016_MARK LOGO: NGS
 OQ1016_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1016_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1016+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1016_ROD/PIPE-DEPTH: 16.4 meters
 OQ1016_SLEEVE-DEPTH  : 0.9 meters
 OQ1016
 OQ1016  HISTORY     - Date     Condition        Report By
 OQ1016  HISTORY     - 1990     MONUMENTED       NGS
 OQ1016  HISTORY     - 20110224 GOOD             INDIV
 OQ1016
 OQ1016                          STATION DESCRIPTION
 OQ1016
 OQ1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1016'3.7 KM (2.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1016'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 127.0 M (416.7 FT) SOUTH OF
 OQ1016'MILEPOST 9, 31.8 M (104.3 FT) EAST OF THE CENTERLINE OF THE
 OQ1016'NORTHBOUND LANES OF THE HIGHWAY, 17.2 M (56.4 FT) SOUTH OF THE
 OQ1016'EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 6.3 M (20.7 FT)
 OQ1016'SOUTH OF A T-FENCE CORNER, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE
 OQ1016'NORTHBOUND HIGHWAY LANES, AND 0.8 M (2.6 FT) WEST OF A WITNESS POST
 OQ1016'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1016'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 OQ1016'MONUMENT.
 OQ1016
 OQ1016                          STATION RECOVERY (2011)
 OQ1016
 OQ1016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1944 ***********************************************************************
 NM1944  DESIGNATION -  E 450
 NM1944  PID         -  NM1944
 NM1944  STATE/COUNTY-  SD/UNION
 NM1944  COUNTRY     -  US
 NM1944  USGS QUAD   -  JEFFERSON (2017)
 NM1944
 NM1944                         *CURRENT SURVEY CONTROL
 NM1944  ______________________________________________________________________
 NM1944* NAD 83(1986) POSITION- 42 33 47.     (N) 096 31 12.     (W)   SCALED
 NM1944* NAVD 88 ORTHO HEIGHT -   337.901 (meters)     1108.60  (feet) ADJUSTED
 NM1944  ______________________________________________________________________
 NM1944  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 NM1944  DYNAMIC HEIGHT  -        337.795 (meters)     1108.25  (feet) COMP
 NM1944  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 NM1944
 NM1944  VERT ORDER      -  FIRST     CLASS II
 NM1944
 NM1944.The horizontal coordinates were scaled from a map and have
 NM1944.an estimated accuracy of +/- 6 seconds.
 NM1944
 NM1944.The orthometric height was determined by differential leveling and
 NM1944.adjusted by the NATIONAL GEODETIC SURVEY
 NM1944.in June 1991.
 NM1944
 NM1944.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1944.GEOID18 height accuracy estimate available here.
 NM1944
 NM1944.Click photographs - Photos may exist for this station.
 NM1944
 NM1944.The dynamic height is computed by dividing the NAVD 88
 NM1944.geopotential number by the normal gravity value computed on the
 NM1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1944.degrees latitude (g = 980.6199 gals.).
 NM1944
 NM1944.The modeled gravity was interpolated from observed gravity values.
 NM1944
 NM1944;                    North         East    Units  Estimated Accuracy
 NM1944;SPC SD S     -    32,710.      913,050.      MT  (+/- 180 meters Scaled)
 NM1944
 NM1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN035152(NAD 83)
 NM1944
 NM1944                          SUPERSEDED SURVEY CONTROL
 NM1944
 NM1944.No superseded survey control is available for this station.
 NM1944
 NM1944_MARKER: I = METAL ROD
 NM1944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1944_STAMPING: E 450 1990
 NM1944_MARK LOGO: NGS
 NM1944_PROJECTION: FLUSH
 NM1944_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1944+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2012
 NM1944_ROD/PIPE-DEPTH: 12.2 meters
 NM1944_SLEEVE-DEPTH  : 0.9 meters
 NM1944
 NM1944  HISTORY     - Date     Condition        Report By
 NM1944  HISTORY     - 1990     MONUMENTED       NGS
 NM1944  HISTORY     - 20120412 GOOD             INDIV
 NM1944
 NM1944                          STATION DESCRIPTION
 NM1944
 NM1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1944'4.7 KM (2.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1944'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 0.65 KM (0.40 MI)
 NM1944'NORTH OF MILEPOST 5, 55.5 M (182.1 FT) NORTHEAST OF THE CENTERLINE OF
 NM1944'THE NORTHBOUND LANES OF THE HIGHWAY, 12.8 M (42.0 FT) SOUTHEAST OF A
 NM1944'POINT DIRECTLY UNDER THE CENTER 1 OF 3 WIRES OF A HIGHLINE, 0.5 M
 NM1944'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST
 NM1944'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NM1944'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 NM1944'SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1944
 NM1944                          STATION RECOVERY (2012)
 NM1944
 NM1944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1052 ***********************************************************************
 OQ1052  DESIGNATION -  E 451
 OQ1052  PID         -  OQ1052
 OQ1052  STATE/COUNTY-  SD/MOODY
 OQ1052  COUNTRY     -  US
 OQ1052  USGS QUAD   -  COLMAN (2017)
 OQ1052
 OQ1052                         *CURRENT SURVEY CONTROL
 OQ1052  ______________________________________________________________________
 OQ1052* NAD 83(1986) POSITION- 43 59 35.     (N) 096 45 30.     (W)   SCALED
 OQ1052* NAVD 88 ORTHO HEIGHT -   509.434 (meters)     1671.37  (feet) ADJUSTED
 OQ1052  ______________________________________________________________________
 OQ1052  GEOID HEIGHT    -        -25.953 (meters)                     GEOID18
 OQ1052  DYNAMIC HEIGHT  -        509.314 (meters)     1670.97  (feet) COMP
 OQ1052  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 OQ1052
 OQ1052  VERT ORDER      -  FIRST     CLASS II
 OQ1052
 OQ1052.The horizontal coordinates were scaled from a map and have
 OQ1052.an estimated accuracy of +/- 6 seconds.
 OQ1052
 OQ1052.The orthometric height was determined by differential leveling and
 OQ1052.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1052.in June 1991.
 OQ1052
 OQ1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1052.GEOID18 height accuracy estimate available here.
 OQ1052
 OQ1052.Click photographs - Photos may exist for this station.
 OQ1052
 OQ1052.The dynamic height is computed by dividing the NAVD 88
 OQ1052.geopotential number by the normal gravity value computed on the
 OQ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1052.degrees latitude (g = 980.6199 gals.).
 OQ1052
 OQ1052.The modeled gravity was interpolated from observed gravity values.
 OQ1052
 OQ1052;                    North         East    Units  Estimated Accuracy
 OQ1052;SPC SD S     -   190,550.      886,660.      MT  (+/- 180 meters Scaled)
 OQ1052
 OQ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP797735(NAD 83)
 OQ1052
 OQ1052                          SUPERSEDED SURVEY CONTROL
 OQ1052
 OQ1052.No superseded survey control is available for this station.
 OQ1052
 OQ1052_MARKER: I = METAL ROD
 OQ1052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1052_STAMPING: E 451 1990
 OQ1052_MARK LOGO: NGS
 OQ1052_PROJECTION: PROJECTING 14 CENTIMETERS
 OQ1052_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1052+STABILITY: POSITION/ELEVATION WELL
 OQ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1052+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1052_ROD/PIPE-DEPTH: 18.9 meters
 OQ1052_SLEEVE-DEPTH  : 12.2 meters
 OQ1052
 OQ1052  HISTORY     - Date     Condition        Report By
 OQ1052  HISTORY     - 1990     MONUMENTED       NGS
 OQ1052  HISTORY     - 19910619 GOOD             NGS
 OQ1052  HISTORY     - 20110330 POOR             INDIV
 OQ1052
 OQ1052                          STATION DESCRIPTION
 OQ1052
 OQ1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1052'1.6 KM (1.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1052'JUNCTION WITH STATE HIGHWAY 38 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1052'NORTH OF MILEPOST 110, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 OQ1052'NORTHBOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT) EAST-SOUTHEAST OF
 OQ1052'THE EAST END OF A 24-INCH CULVERT, 3.1 M (10.2 FT) SOUTH OF A T-FENCE
 OQ1052'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 OQ1052'(2.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1052'POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1052
 OQ1052                          STATION RECOVERY (1991)
 OQ1052
 OQ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1052'1.6 KM (1.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1052'JUNCTION WITH STATE HIGHWAY 38 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1052'NORTH OF MILEPOST 110, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 OQ1052'NORTHBOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT) EAST-SOUTHEAST OF
 OQ1052'THE EAST END OF A 24-INCH CULVERT, 3.1 M (10.2 FT) SOUTH OF A T-FENCE
 OQ1052'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 OQ1052'(2.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1052'POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1052
 OQ1052                          STATION RECOVERY (2011)
 OQ1052
 OQ1052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1052'ROD BENT AND SCRAPED.DESTROYED BY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1150 ***********************************************************************
 PR1150  DESIGNATION -  E 452
 PR1150  PID         -  PR1150
 PR1150  STATE/COUNTY-  SD/MOODY
 PR1150  COUNTRY     -  US
 PR1150  USGS QUAD   -  FLANDREAU (2017)
 PR1150
 PR1150                         *CURRENT SURVEY CONTROL
 PR1150  ______________________________________________________________________
 PR1150* NAD 83(1986) POSITION- 44 00 26.     (N) 096 33 52.     (W)   SCALED
 PR1150* NAVD 88 ORTHO HEIGHT -   499.474 (meters)     1638.69  (feet) ADJUSTED
 PR1150  ______________________________________________________________________
 PR1150  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 PR1150  DYNAMIC HEIGHT  -        499.360 (meters)     1638.32  (feet) COMP
 PR1150  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 PR1150
 PR1150  VERT ORDER      -  FIRST     CLASS II
 PR1150
 PR1150.The horizontal coordinates were scaled from a map and have
 PR1150.an estimated accuracy of +/- 6 seconds.
 PR1150
 PR1150.The orthometric height was determined by differential leveling and
 PR1150.adjusted by the NATIONAL GEODETIC SURVEY
 PR1150.in June 1991.
 PR1150
 PR1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1150.GEOID18 height accuracy estimate available here.
 PR1150
 PR1150.Click photographs - Photos may exist for this station.
 PR1150
 PR1150.The dynamic height is computed by dividing the NAVD 88
 PR1150.geopotential number by the normal gravity value computed on the
 PR1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1150.degrees latitude (g = 980.6199 gals.).
 PR1150
 PR1150.The modeled gravity was interpolated from observed gravity values.
 PR1150
 PR1150;                    North         East    Units  Estimated Accuracy
 PR1150;SPC SD S     -   192,810.      902,130.      MT  (+/- 180 meters Scaled)
 PR1150
 PR1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP952755(NAD 83)
 PR1150
 PR1150                          SUPERSEDED SURVEY CONTROL
 PR1150
 PR1150.No superseded survey control is available for this station.
 PR1150
 PR1150_MARKER: I = METAL ROD
 PR1150_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1150_STAMPING: E 452 1990
 PR1150_MARK LOGO: NGS
 PR1150_PROJECTION: FLUSH
 PR1150_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1150+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1150_ROD/PIPE-DEPTH: 8.4 meters
 PR1150
 PR1150  HISTORY     - Date     Condition        Report By
 PR1150  HISTORY     - 1990     MONUMENTED       NGS
 PR1150
 PR1150                          STATION DESCRIPTION
 PR1150
 PR1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1150'7.4 KM (4.6 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PR1150'3RD STREET IN EGAN, 85.6 M (280.8 FT) WEST OF THE CENTER OF A
 PR1150'DRIVEWAY, 14.8 M (48.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.9 M
 PR1150'(6.2 FT) WEST OF A UTILITY POLE WITH A GUY WIRE, 1.2 M (3.9 FT) BELOW
 PR1150'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST
 PR1150'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PR1150'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1164 ***********************************************************************
 OQ1164  DESIGNATION -  E 453
 OQ1164  PID         -  OQ1164
 OQ1164  STATE/COUNTY-  SD/HANSON
 OQ1164  COUNTRY     -  US
 OQ1164  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1164
 OQ1164                         *CURRENT SURVEY CONTROL
 OQ1164  ______________________________________________________________________
 OQ1164* NAD 83(1986) POSITION- 43 39 57.     (N) 097 45 34.     (W)   SCALED
 OQ1164* NAVD 88 ORTHO HEIGHT -   413.055 (meters)     1355.16  (feet) ADJUSTED
 OQ1164  ______________________________________________________________________
 OQ1164  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 OQ1164  DYNAMIC HEIGHT  -        412.953 (meters)     1354.83  (feet) COMP
 OQ1164  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 OQ1164
 OQ1164  VERT ORDER      -  FIRST     CLASS II
 OQ1164
 OQ1164.The horizontal coordinates were scaled from a map and have
 OQ1164.an estimated accuracy of +/- 6 seconds.
 OQ1164
 OQ1164.The orthometric height was determined by differential leveling and
 OQ1164.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1164.in September 1993.
 OQ1164
 OQ1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1164.GEOID18 height accuracy estimate available here.
 OQ1164
 OQ1164.Click photographs - Photos may exist for this station.
 OQ1164
 OQ1164.The dynamic height is computed by dividing the NAVD 88
 OQ1164.geopotential number by the normal gravity value computed on the
 OQ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1164.degrees latitude (g = 980.6199 gals.).
 OQ1164
 OQ1164.The modeled gravity was interpolated from observed gravity values.
 OQ1164
 OQ1164;                    North         East    Units  Estimated Accuracy
 OQ1164;SPC SD S     -   151,250.      807,540.      MT  (+/- 180 meters Scaled)
 OQ1164
 OQ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP000355(NAD 83)
 OQ1164
 OQ1164                          SUPERSEDED SURVEY CONTROL
 OQ1164
 OQ1164.No superseded survey control is available for this station.
 OQ1164
 OQ1164_MARKER: I = METAL ROD
 OQ1164_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1164_STAMPING: E 453 1991
 OQ1164_MARK LOGO: NGS
 OQ1164_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1164_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1164+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1164_ROD/PIPE-DEPTH: 4.6 meters
 OQ1164_SLEEVE-DEPTH  : 0.9 meters
 OQ1164
 OQ1164  HISTORY     - Date     Condition        Report By
 OQ1164  HISTORY     - 1991     MONUMENTED       NGS
 OQ1164  HISTORY     - 20120202 GOOD             INDIV
 OQ1164
 OQ1164                          STATION DESCRIPTION
 OQ1164
 OQ1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1164'2.2 KM (1.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1164'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.7 KM (0.4
 OQ1164'MI) EAST OF MILEPOST 345, 30.6 M (100.4 FT) SOUTH OF THE CENTERLINE
 OQ1164'OF THE EASTBOUND LANES OF THE HIGHWAY, 14.3 M (46.9 FT) EAST OF A
 OQ1164'BRACED FENCE POST, 1.2 M (3.9 FT) NORTH OF A WITNESS POST AND FENCE,
 OQ1164'AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 OQ1164'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OQ1164'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1164
 OQ1164                          STATION RECOVERY (2012)
 OQ1164
 OQ1164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0990 ***********************************************************************
 OR0990  DESIGNATION -  E 454
 OR0990  PID         -  OR0990
 OR0990  STATE/COUNTY-  SD/AURORA
 OR0990  COUNTRY     -  US
 OR0990  USGS QUAD   -  PLANKINTON (2017)
 OR0990
 OR0990                         *CURRENT SURVEY CONTROL
 OR0990  ______________________________________________________________________
 OR0990* NAD 83(1986) POSITION- 43 41 40.     (N) 098 25 41.     (W)   SCALED
 OR0990* NAVD 88 ORTHO HEIGHT -   457.494 (meters)     1500.96  (feet) ADJUSTED
 OR0990  ______________________________________________________________________
 OR0990  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 OR0990  DYNAMIC HEIGHT  -        457.379 (meters)     1500.58  (feet) COMP
 OR0990  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 OR0990
 OR0990  VERT ORDER      -  FIRST     CLASS II
 OR0990
 OR0990.The horizontal coordinates were scaled from a map and have
 OR0990.an estimated accuracy of +/- 6 seconds.
 OR0990
 OR0990.The orthometric height was determined by differential leveling and
 OR0990.adjusted by the NATIONAL GEODETIC SURVEY
 OR0990.in September 1993.
 OR0990
 OR0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0990.GEOID18 height accuracy estimate available here.
 OR0990
 OR0990.Click photographs - Photos may exist for this station.
 OR0990
 OR0990.The dynamic height is computed by dividing the NAVD 88
 OR0990.geopotential number by the normal gravity value computed on the
 OR0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0990.degrees latitude (g = 980.6199 gals.).
 OR0990
 OR0990.The modeled gravity was interpolated from observed gravity values.
 OR0990
 OR0990;                    North         East    Units  Estimated Accuracy
 OR0990;SPC SD S     -   152,970.      753,570.      MT  (+/- 180 meters Scaled)
 OR0990
 OR0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP460380(NAD 83)
 OR0990
 OR0990                          SUPERSEDED SURVEY CONTROL
 OR0990
 OR0990.No superseded survey control is available for this station.
 OR0990
 OR0990_MARKER: I = METAL ROD
 OR0990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0990_STAMPING: E 454 1991
 OR0990_MARK LOGO: NGS
 OR0990_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0990_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0990+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0990_ROD/PIPE-DEPTH: 7.0 meters
 OR0990_SLEEVE-DEPTH  : 0.9 meters
 OR0990
 OR0990  HISTORY     - Date     Condition        Report By
 OR0990  HISTORY     - 1991     MONUMENTED       NGS
 OR0990  HISTORY     - 20120208 GOOD             INDIV
 OR0990
 OR0990                          STATION DESCRIPTION
 OR0990
 OR0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0990'4.9 KM (3.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0990'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0990'0.5 KM (0.3 MI) EAST OF MILEPOST 311, 124.8 M (409.4 FT) WEST OF A
 OR0990'HIGHWAY INFORMATION SIGN (MITCHELL 20 SIOUX FALLS 92), 28.9 M (94.8
 OR0990'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OR0990'4.9 M (16.1 FT) WEST OF A BRACED FENCE POST, 1.7 M (5.6 FT) BELOW THE
 OR0990'LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 OR0990'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OR0990'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0990
 OR0990                          STATION RECOVERY (2012)
 OR0990
 OR0990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1141 ***********************************************************************
 OQ1141  DESIGNATION -  E 455
 OQ1141  PID         -  OQ1141
 OQ1141  STATE/COUNTY-  SD/MCCOOK
 OQ1141  COUNTRY     -  US
 OQ1141  USGS QUAD   -  SALEM NE (2017)
 OQ1141
 OQ1141                         *CURRENT SURVEY CONTROL
 OQ1141  ______________________________________________________________________
 OQ1141* NAD 83(1986) POSITION- 43 39 58.     (N) 097 19 41.     (W)   SCALED
 OQ1141* NAVD 88 ORTHO HEIGHT -   466.086 (meters)     1529.15  (feet) ADJUSTED
 OQ1141  ______________________________________________________________________
 OQ1141  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 OQ1141  DYNAMIC HEIGHT  -        465.968 (meters)     1528.76  (feet) COMP
 OQ1141  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 OQ1141
 OQ1141  VERT ORDER      -  FIRST     CLASS II
 OQ1141
 OQ1141.The horizontal coordinates were scaled from a map and have
 OQ1141.an estimated accuracy of +/- 6 seconds.
 OQ1141
 OQ1141.The orthometric height was determined by differential leveling and
 OQ1141.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1141.in September 1993.
 OQ1141
 OQ1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1141.GEOID18 height accuracy estimate available here.
 OQ1141
 OQ1141.Click photographs - Photos may exist for this station.
 OQ1141
 OQ1141.The dynamic height is computed by dividing the NAVD 88
 OQ1141.geopotential number by the normal gravity value computed on the
 OQ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1141.degrees latitude (g = 980.6199 gals.).
 OQ1141
 OQ1141.The modeled gravity was interpolated from observed gravity values.
 OQ1141
 OQ1141;                    North         East    Units  Estimated Accuracy
 OQ1141;SPC SD S     -   152,440.      842,310.      MT  (+/- 180 meters Scaled)
 OQ1141
 OQ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP347361(NAD 83)
 OQ1141
 OQ1141                          SUPERSEDED SURVEY CONTROL
 OQ1141
 OQ1141.No superseded survey control is available for this station.
 OQ1141
 OQ1141_MARKER: I = METAL ROD
 OQ1141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1141_STAMPING: E 455 1991
 OQ1141_MARK LOGO: NGS
 OQ1141_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1141_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1141+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 OQ1141_ROD/PIPE-DEPTH: 7.8 meters
 OQ1141_SLEEVE-DEPTH  : 0.9 meters
 OQ1141
 OQ1141  HISTORY     - Date     Condition        Report By
 OQ1141  HISTORY     - 1991     MONUMENTED       NGS
 OQ1141  HISTORY     - 20120213 GOOD             INDIV
 OQ1141
 OQ1141                          STATION DESCRIPTION
 OQ1141
 OQ1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1141'20.4 KM (12.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1141'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1141'69.8 M (229.0 FT) SOUTH-SOUTHEAST OF MILEPOST 367, 31.5 M (103.3 FT)
 OQ1141'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.5 M
 OQ1141'(18.0 FT) WEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 OQ1141'THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1141'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1141'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1141
 OQ1141                          STATION RECOVERY (2012)
 OQ1141
 OQ1141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2988 ***********************************************************************
 AI2988  DESIGNATION -  E 456
 AI2988  PID         -  AI2988
 AI2988  STATE/COUNTY-  SD/CLARK
 AI2988  COUNTRY     -  US
 AI2988  USGS QUAD   -  RAYMOND (2017)
 AI2988
 AI2988                         *CURRENT SURVEY CONTROL
 AI2988  ______________________________________________________________________
 AI2988* NAD 83(1986) POSITION- 44 55 48.     (N) 097 56 34.     (W)   SCALED
 AI2988* NAVD 88 ORTHO HEIGHT -   442.667 (meters)     1452.32  (feet) ADJUSTED
 AI2988  ______________________________________________________________________
 AI2988  GEOID HEIGHT    -        -24.525 (meters)                     GEOID18
 AI2988  DYNAMIC HEIGHT  -        442.615 (meters)     1452.15  (feet) COMP
 AI2988  MODELED GRAVITY -    980,487.9   (mgal)                       NAVD 88
 AI2988
 AI2988  VERT ORDER      -  FIRST     CLASS II
 AI2988
 AI2988.The horizontal coordinates were scaled from a map and have
 AI2988.an estimated accuracy of +/- 6 seconds.
 AI2988
 AI2988.The orthometric height was determined by differential leveling and
 AI2988.adjusted by the NATIONAL GEODETIC SURVEY
 AI2988.in July 2002.
 AI2988
 AI2988.No vertical observational check was made to the station.
 AI2988
 AI2988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2988.GEOID18 height accuracy estimate available here.
 AI2988
 AI2988.Click photographs - Photos may exist for this station.
 AI2988
 AI2988.The dynamic height is computed by dividing the NAVD 88
 AI2988.geopotential number by the normal gravity value computed on the
 AI2988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2988.degrees latitude (g = 980.6199 gals.).
 AI2988
 AI2988.The modeled gravity was interpolated from observed gravity values.
 AI2988
 AI2988;                    North         East    Units  Estimated Accuracy
 AI2988;SPC SD N     -   123,930.      762,380.      MT  (+/- 180 meters Scaled)
 AI2988
 AI2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ834757(NAD 83)
 AI2988
 AI2988                          SUPERSEDED SURVEY CONTROL
 AI2988
 AI2988.No superseded survey control is available for this station.
 AI2988
 AI2988_MARKER: F = FLANGE-ENCASED ROD
 AI2988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2988_STAMPING: E 456 1999
 AI2988_MARK LOGO: NGS
 AI2988_PROJECTION: FLUSH
 AI2988_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2988+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2988_ROD/PIPE-DEPTH: 8.5 meters
 AI2988_SLEEVE-DEPTH  : 0.9 meters
 AI2988
 AI2988  HISTORY     - Date     Condition        Report By
 AI2988  HISTORY     - 1999     MONUMENTED       NGS
 AI2988
 AI2988                          STATION DESCRIPTION
 AI2988
 AI2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2988'0.3 KM (0.20 MI) WESTERLY ALONG RANNEY AVENUE FROM THE POST OFFICE IN
 AI2988'RAYMOND, THENCE 2.1 KM (1.30 MI) NORTHERLY ALONG COUNTY ROAD 1, 20.3 M
 AI2988'(66.6 FT) WEST OF THE ROAD CENTERLINE, 7.8 M (25.6 FT) SOUTH OF THE
 AI2988'CENTER OF A FIELD ENTRANCE, 6.6 M (21.7 FT) SOUTHWEST OF THE SOUTH END
 AI2988'OF A CULVERT UNDER THE FIELD ENTRANCE ROAD, 0.5 M (1.6 FT) BELOW THE
 AI2988'LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND
 AI2988'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2988'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2988'THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0849 ***********************************************************************
 OS0849  DESIGNATION -  E 457
 OS0849  PID         -  OS0849
 OS0849  STATE/COUNTY-  SD/JONES
 OS0849  COUNTRY     -  US
 OS0849  USGS QUAD   -  OKATON NE (2017)
 OS0849
 OS0849                         *CURRENT SURVEY CONTROL
 OS0849  ______________________________________________________________________
 OS0849* NAD 83(1986) POSITION- 43 53 11.     (N) 100 45 57.     (W)   SCALED
 OS0849* NAVD 88 ORTHO HEIGHT -   720.066 (meters)     2362.42  (feet) ADJUSTED
 OS0849  ______________________________________________________________________
 OS0849  GEOID HEIGHT    -        -23.956 (meters)                     GEOID18
 OS0849  DYNAMIC HEIGHT  -        719.832 (meters)     2361.65  (feet) COMP
 OS0849  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 OS0849
 OS0849  VERT ORDER      -  FIRST     CLASS II
 OS0849
 OS0849.The horizontal coordinates were scaled from a map and have
 OS0849.an estimated accuracy of +/- 6 seconds.
 OS0849
 OS0849.The orthometric height was determined by differential leveling and
 OS0849.adjusted by the NATIONAL GEODETIC SURVEY
 OS0849.in September 1993.
 OS0849
 OS0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0849.GEOID18 height accuracy estimate available here.
 OS0849
 OS0849.Click photographs - Photos may exist for this station.
 OS0849
 OS0849.The dynamic height is computed by dividing the NAVD 88
 OS0849.geopotential number by the normal gravity value computed on the
 OS0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0849.degrees latitude (g = 980.6199 gals.).
 OS0849
 OS0849.The modeled gravity was interpolated from observed gravity values.
 OS0849
 OS0849;                    North         East    Units  Estimated Accuracy
 OS0849;SPC SD S     -   172,620.      565,250.      MT  (+/- 180 meters Scaled)
 OS0849
 OS0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP581607(NAD 83)
 OS0849
 OS0849                          SUPERSEDED SURVEY CONTROL
 OS0849
 OS0849.No superseded survey control is available for this station.
 OS0849
 OS0849_MARKER: I = METAL ROD
 OS0849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0849_STAMPING: E 457 1991
 OS0849_MARK LOGO: NGS
 OS0849_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0849_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0849+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0849_ROD/PIPE-DEPTH: 4.7 meters
 OS0849_SLEEVE-DEPTH  : 0.9 meters
 OS0849
 OS0849  HISTORY     - Date     Condition        Report By
 OS0849  HISTORY     - 1991     MONUMENTED       NGS
 OS0849
 OS0849                          STATION DESCRIPTION
 OS0849
 OS0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0849'4.9 KM (3.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0849'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 1.0 KM (0.60
 OS0849'MI) EAST OF MILEPOST 189, 43.9 M (144.0 FT) SOUTHWEST OF THE SOUTH
 OS0849'LEG OF A HIGHWAY INFORMATION SIGN (MURDO NEXT 2 EXITS), 30.9 M (101.4
 OS0849'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OS0849'9.4 M (30.8 FT) WEST OF THE CENTER OF A GATE, 0.9 M (3.0 FT) BELOW
 OS0849'THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST
 OS0849'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0849'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OS0849'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0885 ***********************************************************************
 OS0885  DESIGNATION -  E 458
 OS0885  PID         -  OS0885
 OS0885  STATE/COUNTY-  SD/JONES
 OS0885  COUNTRY     -  US
 OS0885  USGS QUAD   -  MURDO SW (2017)
 OS0885
 OS0885                         *CURRENT SURVEY CONTROL
 OS0885  ______________________________________________________________________
 OS0885* NAD 83(1986) POSITION- 43 47 59.     (N) 100 41 14.     (W)   SCALED
 OS0885* NAVD 88 ORTHO HEIGHT -   662.685 (meters)     2174.16  (feet) ADJUSTED
 OS0885  ______________________________________________________________________
 OS0885  GEOID HEIGHT    -        -24.235 (meters)                     GEOID18
 OS0885  DYNAMIC HEIGHT  -        662.464 (meters)     2173.43  (feet) COMP
 OS0885  MODELED GRAVITY -    980,264.6   (mgal)                       NAVD 88
 OS0885
 OS0885  VERT ORDER      -  FIRST     CLASS II
 OS0885
 OS0885.The horizontal coordinates were scaled from a map and have
 OS0885.an estimated accuracy of +/- 6 seconds.
 OS0885
 OS0885.The orthometric height was determined by differential leveling and
 OS0885.adjusted by the NATIONAL GEODETIC SURVEY
 OS0885.in June 1994.
 OS0885
 OS0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0885.GEOID18 height accuracy estimate available here.
 OS0885
 OS0885.Click photographs - Photos may exist for this station.
 OS0885
 OS0885.The dynamic height is computed by dividing the NAVD 88
 OS0885.geopotential number by the normal gravity value computed on the
 OS0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0885.degrees latitude (g = 980.6199 gals.).
 OS0885
 OS0885.The modeled gravity was interpolated from observed gravity values.
 OS0885
 OS0885;                    North         East    Units  Estimated Accuracy
 OS0885;SPC SD S     -   162,960.      571,520.      MT  (+/- 180 meters Scaled)
 OS0885
 OS0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP642510(NAD 83)
 OS0885
 OS0885                          SUPERSEDED SURVEY CONTROL
 OS0885
 OS0885.No superseded survey control is available for this station.
 OS0885
 OS0885_MARKER: I = METAL ROD
 OS0885_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0885_STAMPING: E 458 1992
 OS0885_MARK LOGO: NGS
 OS0885_PROJECTION: FLUSH
 OS0885_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0885+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0885_ROD/PIPE-DEPTH: 3.7 meters
 OS0885
 OS0885  HISTORY     - Date     Condition        Report By
 OS0885  HISTORY     - 1992     MONUMENTED       NGS
 OS0885
 OS0885                          STATION DESCRIPTION
 OS0885
 OS0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0885'9.6 KM (5.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0885'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 29.6 M (97.1 FT)
 OS0885'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.2 M (56.4 FT)
 OS0885'NORTHEAST OF THE NORTHWEST END OF A CULVERT HEADWALL, 13.7 M (44.9
 OS0885'FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT)
 OS0885'SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE
 OS0885'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0885'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0907 ***********************************************************************
 OS0907  DESIGNATION -  E 459
 OS0907  PID         -  OS0907
 OS0907  STATE/COUNTY-  SD/TODD
 OS0907  COUNTRY     -  US
 OS0907  USGS QUAD   -  MISSION NW (2017)
 OS0907
 OS0907                         *CURRENT SURVEY CONTROL
 OS0907  ______________________________________________________________________
 OS0907* NAD 83(1986) POSITION- 43 22 31.     (N) 100 42 56.     (W)   SCALED
 OS0907* NAVD 88 ORTHO HEIGHT -   762.685 (meters)     2502.24  (feet) ADJUSTED
 OS0907  ______________________________________________________________________
 OS0907  GEOID HEIGHT    -        -23.412 (meters)                     GEOID18
 OS0907  DYNAMIC HEIGHT  -        762.387 (meters)     2501.26  (feet) COMP
 OS0907  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 OS0907
 OS0907  VERT ORDER      -  FIRST     CLASS II
 OS0907
 OS0907.The horizontal coordinates were scaled from a map and have
 OS0907.an estimated accuracy of +/- 6 seconds.
 OS0907
 OS0907.The orthometric height was determined by differential leveling and
 OS0907.adjusted by the NATIONAL GEODETIC SURVEY
 OS0907.in June 1994.
 OS0907
 OS0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0907.GEOID18 height accuracy estimate available here.
 OS0907
 OS0907.Click photographs - Photos may exist for this station.
 OS0907
 OS0907.The dynamic height is computed by dividing the NAVD 88
 OS0907.geopotential number by the normal gravity value computed on the
 OS0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0907.degrees latitude (g = 980.6199 gals.).
 OS0907
 OS0907.The modeled gravity was interpolated from observed gravity values.
 OS0907
 OS0907;                    North         East    Units  Estimated Accuracy
 OS0907;SPC SD S     -   115,820.      569,030.      MT  (+/- 180 meters Scaled)
 OS0907
 OS0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP610039(NAD 83)
 OS0907
 OS0907                          SUPERSEDED SURVEY CONTROL
 OS0907
 OS0907.No superseded survey control is available for this station.
 OS0907
 OS0907_MARKER: I = METAL ROD
 OS0907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0907_STAMPING: E 459 1992
 OS0907_MARK LOGO: NGS
 OS0907_PROJECTION: FLUSH
 OS0907_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0907+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0907_ROD/PIPE-DEPTH: 4.6 meters
 OS0907
 OS0907  HISTORY     - Date     Condition        Report By
 OS0907  HISTORY     - 1992     MONUMENTED       NGS
 OS0907
 OS0907                          STATION DESCRIPTION
 OS0907
 OS0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0907'13.0 KM (8.05 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0907'OF U.S. HIGHWAY 18 IN MISSION, 1.6 KM (1.00 MI) SOUTH OF THE
 OS0907'MELLETTE-TODD COUNTY LINE, 36.2 M (118.8 FT) WEST OF THE CENTERLINE
 OS0907'OF THE HIGHWAY, 20.5 M (67.3 FT) NORTH OF THE CENTER OF A GRAVELED
 OS0907'ROAD, 5.9 M (19.4 FT) EAST OF A FENCE CORNER, 1.0 M (3.3 FT) SOUTH OF
 OS0907'A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 OS0907'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0907'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0224 ***********************************************************************
 PS0224  DESIGNATION -  E 46
 PS0224  PID         -  PS0224
 PS0224  STATE/COUNTY-  SD/SPINK
 PS0224  COUNTRY     -  US
 PS0224  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0224
 PS0224                         *CURRENT SURVEY CONTROL
 PS0224  ______________________________________________________________________
 PS0224* NAD 83(1986) POSITION- 44 52 33.28   (N) 098 30 44.62   (W)   HD_HELD1
 PS0224* NAVD 88 ORTHO HEIGHT -   395.648 (meters)     1298.06  (feet) ADJUSTED
 PS0224  ______________________________________________________________________
 PS0224  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 PS0224  DYNAMIC HEIGHT  -        395.604 (meters)     1297.91  (feet) COMP
 PS0224  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 PS0224
 PS0224  VERT ORDER      -  FIRST     CLASS II
 PS0224
 PS0224.The horizontal coordinates were determined by differentially corrected
 PS0224.hand held GPS observations or other comparable positioning techniques
 PS0224.and have an estimated accuracy of +/- 3 meters.
 PS0224
 PS0224.The orthometric height was determined by differential leveling and
 PS0224.adjusted by the NATIONAL GEODETIC SURVEY
 PS0224.in June 1991.
 PS0224
 PS0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0224.GEOID18 height accuracy estimate available here.
 PS0224
 PS0224.Click photographs - Photos may exist for this station.
 PS0224
 PS0224.The dynamic height is computed by dividing the NAVD 88
 PS0224.geopotential number by the normal gravity value computed on the
 PS0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0224.degrees latitude (g = 980.6199 gals.).
 PS0224
 PS0224.The modeled gravity was interpolated from observed gravity values.
 PS0224
 PS0224;                    North         East    Units  Estimated Accuracy
 PS0224;SPC SD N     -   116,933.3     717,532.7     MT  (+/- 3 meters HH1 GPS) 
 PS0224
 PS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3851369281(NAD 83)
 PS0224
 PS0224                          SUPERSEDED SURVEY CONTROL
 PS0224
 PS0224  NGVD 29 (??/??/92)  395.352  (m)         1297.08   (f) ADJ UNCH    1 2
 PS0224
 PS0224.Superseded values are not recommended for survey control.
 PS0224
 PS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0224.See file dsdata.pdf to determine how the superseded data were derived.
 PS0224
 PS0224_MARKER: DB = BENCH MARK DISK
 PS0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0224_STAMPING: E 46 1934
 PS0224_MARK LOGO: CGS
 PS0224_PROJECTION: RECESSED 10 CENTIMETERS
 PS0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0224+STABILITY: SURFACE MOTION
 PS0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0224+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 PS0224
 PS0224  HISTORY     - Date     Condition        Report By
 PS0224  HISTORY     - 1934     MONUMENTED       CGS
 PS0224  HISTORY     - 19950919 GOOD             NGS
 PS0224  HISTORY     - 20110820 GOOD             GEOCAC
 PS0224
 PS0224                          STATION DESCRIPTION
 PS0224
 PS0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0224'AT REDFIELD.
 PS0224'AT REDFIELD, SPINK COUNTY, ABOUT 210 FEET SOUTH OF THE CHICAGO,
 PS0224'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT A ROAD
 PS0224'CROSSING, 64 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 PS0224'16 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 PS0224'STAMPED E 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0224
 PS0224                          STATION RECOVERY (1995)
 PS0224
 PS0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0224'IN REDFIELD, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND THE
 PS0224'BURLINGTON NORTHERN RAILROAD, 47.9 M (157.2 FT) NORTHEAST OF MILEPOST
 PS0224'307, 19.9 M (65.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT)
 PS0224'EAST 0F THE CENTER OF A GRAVELED ROAD, 4.7 M (15.4 FT) WEST OF THE
 PS0224'NEAR RAIL, 2.3 M (7.5 FT) EAST OF THE SOUTHEAST CORNER OF A RAILROAD
 PS0224'SIGNAL CONTROL BUILDING, 1.9 M (6.2 FT) NORTH OF A UTILITY POLE AND
 PS0224'PIPELINE WARNING SIGN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PS0224'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 PS0224
 PS0224                          STATION RECOVERY (2011)
 PS0224
 PS0224'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PS0224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8805 ***********************************************************************
 AB8805  DESIGNATION -  E 460
 AB8805  PID         -  AB8805
 AB8805  STATE/COUNTY-  SD/BROOKINGS
 AB8805  COUNTRY     -  US
 AB8805  USGS QUAD   -  AURORA (2017)
 AB8805
 AB8805                         *CURRENT SURVEY CONTROL
 AB8805  ______________________________________________________________________
 AB8805* NAD 83(1986) POSITION- 44 18 32.     (N) 096 37 43.     (W)   SCALED
 AB8805* NAVD 88 ORTHO HEIGHT -   508.614 (meters)     1668.68  (feet) ADJUSTED
 AB8805  ______________________________________________________________________
 AB8805  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 AB8805  DYNAMIC HEIGHT  -        508.518 (meters)     1668.36  (feet) COMP
 AB8805  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 AB8805
 AB8805  VERT ORDER      -  FIRST     CLASS II
 AB8805
 AB8805.The horizontal coordinates were scaled from a map and have
 AB8805.an estimated accuracy of +/- 6 seconds.
 AB8805
 AB8805.The orthometric height was determined by differential leveling and
 AB8805.adjusted by the NATIONAL GEODETIC SURVEY
 AB8805.in October 1997.
 AB8805
 AB8805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8805.GEOID18 height accuracy estimate available here.
 AB8805
 AB8805.Click photographs - Photos may exist for this station.
 AB8805
 AB8805.The dynamic height is computed by dividing the NAVD 88
 AB8805.geopotential number by the normal gravity value computed on the
 AB8805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8805.degrees latitude (g = 980.6199 gals.).
 AB8805
 AB8805.The modeled gravity was interpolated from observed gravity values.
 AB8805
 AB8805;                    North         East    Units  Estimated Accuracy
 AB8805;SPC SD N     -    58,450.      868,930.      MT  (+/- 180 meters Scaled)
 AB8805
 AB8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ891089(NAD 83)
 AB8805
 AB8805                          SUPERSEDED SURVEY CONTROL
 AB8805
 AB8805.No superseded survey control is available for this station.
 AB8805
 AB8805_MARKER: I = METAL ROD
 AB8805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8805_STAMPING: E 460 1994
 AB8805_MARK LOGO: NGS
 AB8805_PROJECTION: FLUSH
 AB8805_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8805+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8805_ROD/PIPE-DEPTH: 5.2 meters
 AB8805_SLEEVE-DEPTH  : 0.9 meters
 AB8805
 AB8805  HISTORY     - Date     Condition        Report By
 AB8805  HISTORY     - 1994     MONUMENTED       NGS
 AB8805
 AB8805                          STATION DESCRIPTION
 AB8805
 AB8805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8805'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8805'INTERSTATE HIGHWAY 29 IN BROOKINGS, 770.0 M (2526.2 FT) EAST OF
 AB8805'MILEPOST 428, 227.4 M (746.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.5
 AB8805'M (31.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 4.0 M (13.1 FT)
 AB8805'NORTH OF THE CENTER OF A DRIVEWAY, 1.9 M (6.2 FT) SOUTH OF A WITNESS
 AB8805'POST AND A UTILITY POLE, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AB8805'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8805'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8845 ***********************************************************************
 AB8845  CBN         -  This is a Cooperative Base Network Control Station.
 AB8845  DESIGNATION -  E 461
 AB8845  PID         -  AB8845
 AB8845  STATE/COUNTY-  SD/KINGSBURY
 AB8845  COUNTRY     -  US
 AB8845  USGS QUAD   -  LAKE PRESTON EAST (2017)
 AB8845
 AB8845                         *CURRENT SURVEY CONTROL
 AB8845  ______________________________________________________________________
 AB8845* NAD 83(2011) POSITION- 44 21 41.99943(N) 097 18 39.49789(W)   ADJUSTED
 AB8845* NAD 83(2011) ELLIP HT-   504.898 (meters)        (06/27/12)   ADJUSTED
 AB8845* NAD 83(2011) EPOCH   -  2010.00
 AB8845* NAVD 88 ORTHO HEIGHT -   530.042 (meters)     1738.98  (feet) ADJUSTED
 AB8845  ______________________________________________________________________
 AB8845  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 AB8845  NAD 83(2011) X  -   -581,277.148 (meters)                     COMP
 AB8845  NAD 83(2011) Y  - -4,530,694.105 (meters)                     COMP
 AB8845  NAD 83(2011) Z  -  4,437,264.333 (meters)                     COMP
 AB8845  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 AB8845  DYNAMIC HEIGHT  -        529.940 (meters)     1738.64  (feet) COMP
 AB8845  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 AB8845
 AB8845  VERT ORDER      -  FIRST     CLASS II
 AB8845
 AB8845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8845  Standards:
 AB8845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8845  -------------------------------------------------------------------
 AB8845  NETWORK    0.61   1.20           0.28   0.21   0.61     -0.03285602
 AB8845  -------------------------------------------------------------------
 AB8845  Click here for local accuracies and other accuracy information.
 AB8845
 AB8845.The horizontal coordinates were established by GPS observations
 AB8845.and adjusted by the National Geodetic Survey in June 2012.
 AB8845
 AB8845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8845.been affixed to the stable North American tectonic plate. See 
 AB8845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8845
 AB8845.The horizontal coordinates are valid at the epoch date displayed above
 AB8845.which is a decimal equivalence of Year/Month/Day.
 AB8845
 AB8845.The orthometric height was determined by differential leveling and
 AB8845.adjusted by the NATIONAL GEODETIC SURVEY
 AB8845.in October 1997.
 AB8845
 AB8845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8845.GEOID18 height accuracy estimate available here.
 AB8845
 AB8845.Click photographs - Photos may exist for this station.
 AB8845
 AB8845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8845
 AB8845.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8845
 AB8845.The ellipsoidal height was determined by GPS observations
 AB8845.and is referenced to NAD 83.
 AB8845
 AB8845.The dynamic height is computed by dividing the NAVD 88
 AB8845.geopotential number by the normal gravity value computed on the
 AB8845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8845.degrees latitude (g = 980.6199 gals.).
 AB8845
 AB8845.The modeled gravity was interpolated from observed gravity values.
 AB8845
 AB8845. The following values were computed from the NAD 83(2011) position.
 AB8845
 AB8845;                    North         East     Units Scale Factor Converg.
 AB8845;SPC SD N     -    62,269.804   814,325.224   MT  1.00001099   +1 54 11.3
 AB8845;SPC SD N     -   204,296.85  2,671,665.34   sFT  1.00001099   +1 54 11.3
 AB8845;UTM  14      - 4,913,430.881   634,591.516   MT  0.99982278   +1 10 52.0
 AB8845
 AB8845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8845!SPC SD N     -   0.99992084  x   1.00001099  =   0.99993183
 AB8845!UTM  14      -   0.99992084  x   0.99982278  =   0.99974363
 AB8845
 AB8845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3459113430(NAD 83)
 AB8845
 AB8845                          SUPERSEDED SURVEY CONTROL
 AB8845
 AB8845  NAD 83(2007)-  44 21 41.99940(N)    097 18 39.49885(W) AD(2002.00) 0
 AB8845  ELLIP H (02/10/07)  504.928  (m)                       GP(2002.00)    
 AB8845  NAD 83(1996)-  44 21 41.99915(N)    097 18 39.49860(W) AD(       ) A
 AB8845  ELLIP H (06/23/03)  504.937  (m)                       GP(       ) 3 1
 AB8845  NAVD 88             530.04   (m)         1739.0    (f) LEVELING    3  
 AB8845
 AB8845.Superseded values are not recommended for survey control.
 AB8845
 AB8845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8845.See file dsdata.pdf to determine how the superseded data were derived.
 AB8845
 AB8845_MARKER: I = METAL ROD
 AB8845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8845_STAMPING: E 461 1994
 AB8845_MARK LOGO: NGS
 AB8845_PROJECTION: FLUSH
 AB8845_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8845+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 AB8845_ROD/PIPE-DEPTH: 4.90 meters
 AB8845_SLEEVE-DEPTH  : 0.90 meters
 AB8845
 AB8845  HISTORY     - Date     Condition        Report By
 AB8845  HISTORY     - 1994     MONUMENTED       NGS
 AB8845  HISTORY     - 20020603 GOOD             SDDT
 AB8845
 AB8845                          STATION DESCRIPTION
 AB8845
 AB8845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8845'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8845'IN ARLINGTON, THENCE 14.6 KM (9.05 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8845'338.0 M (1108.9 FT) EAST OF MILEPOST 391, 24.5 M (80.4 FT) WEST OF THE
 AB8845'CENTER OF A GRAVELED ROAD, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY
 AB8845'CENTERLINE, 13.9 M (45.6 FT) WEST OF A FENCE CORNER, 2.0 M (6.6 FT)
 AB8845'BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS
 AB8845'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8845'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB8845'CLASS A MARK.
 AB8845
 AB8845                          STATION RECOVERY (2002)
 AB8845
 AB8845'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB8845'RECOVERED AS DESCRIBED
 AB8845'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8968 ***********************************************************************
 AB8968  DESIGNATION -  E 462
 AB8968  PID         -  AB8968
 AB8968  STATE/COUNTY-  SD/HAND
 AB8968  COUNTRY     -  US
 AB8968  USGS QUAD   -  REE HEIGHTS (2017)
 AB8968
 AB8968                         *CURRENT SURVEY CONTROL
 AB8968  ______________________________________________________________________
 AB8968* NAD 83(1986) POSITION- 44 31 50.     (N) 099 09 57.     (W)   SCALED
 AB8968* NAVD 88 ORTHO HEIGHT -   513.764 (meters)     1685.57  (feet) ADJUSTED
 AB8968  ______________________________________________________________________
 AB8968  GEOID HEIGHT    -        -24.137 (meters)                     GEOID18
 AB8968  DYNAMIC HEIGHT  -        513.669 (meters)     1685.26  (feet) COMP
 AB8968  MODELED GRAVITY -    980,417.3   (mgal)                       NAVD 88
 AB8968
 AB8968  VERT ORDER      -  FIRST     CLASS II
 AB8968
 AB8968.The horizontal coordinates were scaled from a map and have
 AB8968.an estimated accuracy of +/- 6 seconds.
 AB8968
 AB8968.The orthometric height was determined by differential leveling and
 AB8968.adjusted by the NATIONAL GEODETIC SURVEY
 AB8968.in October 1997.
 AB8968
 AB8968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8968.GEOID18 height accuracy estimate available here.
 AB8968
 AB8968.Click photographs - Photos may exist for this station.
 AB8968
 AB8968.The dynamic height is computed by dividing the NAVD 88
 AB8968.geopotential number by the normal gravity value computed on the
 AB8968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8968.degrees latitude (g = 980.6199 gals.).
 AB8968
 AB8968.The modeled gravity was interpolated from observed gravity values.
 AB8968
 AB8968;                    North         East    Units  Estimated Accuracy
 AB8968;SPC SD N     -    77,820.      666,300.      MT  (+/- 180 meters Scaled)
 AB8968
 AB8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ868308(NAD 83)
 AB8968
 AB8968                          SUPERSEDED SURVEY CONTROL
 AB8968
 AB8968.No superseded survey control is available for this station.
 AB8968
 AB8968_MARKER: I = METAL ROD
 AB8968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8968_STAMPING: E 462 1994
 AB8968_MARK LOGO: NGS
 AB8968_PROJECTION: FLUSH
 AB8968_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8968+STABILITY: POSITION/ELEVATION WELL
 AB8968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8968+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8968_ROD/PIPE-DEPTH: 10.8 meters
 AB8968_SLEEVE-DEPTH  : 9.8 meters
 AB8968
 AB8968  HISTORY     - Date     Condition        Report By
 AB8968  HISTORY     - 1994     MONUMENTED       NGS
 AB8968
 AB8968                          STATION DESCRIPTION
 AB8968
 AB8968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8968'15.2 KM (9.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8968'IN MILLER, 567.0 M (1860.2 FT) WEST OF MILEPOST 292, 23.2 M (76.1 FT)
 AB8968'NORTH OF THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) WEST OF THE CENTER
 AB8968'OF A TRACK ROAD, 2.6 M (8.5 FT) WEST OF A RIGHT-OF-WAY POST, 1.2 M
 AB8968'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A
 AB8968'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8968'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8971 ***********************************************************************
 AB8971  DESIGNATION -  E 463
 AB8971  PID         -  AB8971
 AB8971  STATE/COUNTY-  SD/HAND
 AB8971  COUNTRY     -  US
 AB8971  USGS QUAD   -  REE HEIGHTS (2017)
 AB8971
 AB8971                         *CURRENT SURVEY CONTROL
 AB8971  ______________________________________________________________________
 AB8971* NAD 83(1986) POSITION- 44 31 46.     (N) 099 12 23.     (W)   SCALED
 AB8971* NAVD 88 ORTHO HEIGHT -   518.578 (meters)     1701.37  (feet) ADJUSTED
 AB8971  ______________________________________________________________________
 AB8971  GEOID HEIGHT    -        -24.087 (meters)                     GEOID18
 AB8971  DYNAMIC HEIGHT  -        518.482 (meters)     1701.05  (feet) COMP
 AB8971  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 AB8971
 AB8971  VERT ORDER      -  FIRST     CLASS II
 AB8971
 AB8971.The horizontal coordinates were scaled from a map and have
 AB8971.an estimated accuracy of +/- 6 seconds.
 AB8971
 AB8971.The orthometric height was determined by differential leveling and
 AB8971.adjusted by the NATIONAL GEODETIC SURVEY
 AB8971.in October 1997.
 AB8971
 AB8971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8971.GEOID18 height accuracy estimate available here.
 AB8971
 AB8971.Click photographs - Photos may exist for this station.
 AB8971
 AB8971.The dynamic height is computed by dividing the NAVD 88
 AB8971.geopotential number by the normal gravity value computed on the
 AB8971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8971.degrees latitude (g = 980.6199 gals.).
 AB8971
 AB8971.The modeled gravity was interpolated from observed gravity values.
 AB8971
 AB8971;                    North         East    Units  Estimated Accuracy
 AB8971;SPC SD N     -    77,660.      663,080.      MT  (+/- 180 meters Scaled)
 AB8971
 AB8971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ836307(NAD 83)
 AB8971
 AB8971                          SUPERSEDED SURVEY CONTROL
 AB8971
 AB8971.No superseded survey control is available for this station.
 AB8971
 AB8971_MARKER: I = METAL ROD
 AB8971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8971_STAMPING: E 463 1994
 AB8971_MARK LOGO: NGS
 AB8971_PROJECTION: FLUSH
 AB8971_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8971+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8971_ROD/PIPE-DEPTH: 7.0 meters
 AB8971_SLEEVE-DEPTH  : 0.9 meters
 AB8971
 AB8971  HISTORY     - Date     Condition        Report By
 AB8971  HISTORY     - 1994     MONUMENTED       NGS
 AB8971
 AB8971                          STATION DESCRIPTION
 AB8971
 AB8971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8971'18.6 KM (11.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8971'STATE HIGHWAY 47 IN HIGHMORE, 542.0 M (1778.2 FT) WEST OF MILEPOST
 AB8971'290, 25.9 M (85.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 22.2 M
 AB8971'(72.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.4 M (50.5 FT) WEST OF A
 AB8971'FENCE CORNER POST, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AB8971'0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AB8971'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8971'MEET THE SPECIFICATION FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9000 ***********************************************************************
 AB9000  DESIGNATION -  E 464
 AB9000  PID         -  AB9000
 AB9000  STATE/COUNTY-  SD/HYDE
 AB9000  COUNTRY     -  US
 AB9000  USGS QUAD   -  HOLABIRD (2017)
 AB9000
 AB9000                         *CURRENT SURVEY CONTROL
 AB9000  ______________________________________________________________________
 AB9000* NAD 83(1986) POSITION- 44 31 36.     (N) 099 37 25.     (W)   SCALED
 AB9000* NAVD 88 ORTHO HEIGHT -   543.966 (meters)     1784.66  (feet) ADJUSTED
 AB9000  ______________________________________________________________________
 AB9000  GEOID HEIGHT    -        -23.669 (meters)                     GEOID18
 AB9000  DYNAMIC HEIGHT  -        543.857 (meters)     1784.30  (feet) COMP
 AB9000  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 AB9000
 AB9000  VERT ORDER      -  FIRST     CLASS II
 AB9000
 AB9000.The horizontal coordinates were scaled from a map and have
 AB9000.an estimated accuracy of +/- 6 seconds.
 AB9000
 AB9000.The orthometric height was determined by differential leveling and
 AB9000.adjusted by the NATIONAL GEODETIC SURVEY
 AB9000.in October 1997.
 AB9000
 AB9000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9000.GEOID18 height accuracy estimate available here.
 AB9000
 AB9000.Click photographs - Photos may exist for this station.
 AB9000
 AB9000.The dynamic height is computed by dividing the NAVD 88
 AB9000.geopotential number by the normal gravity value computed on the
 AB9000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9000.degrees latitude (g = 980.6199 gals.).
 AB9000
 AB9000.The modeled gravity was interpolated from observed gravity values.
 AB9000
 AB9000;                    North         East    Units  Estimated Accuracy
 AB9000;SPC SD N     -    77,110.      629,920.      MT  (+/- 180 meters Scaled)
 AB9000
 AB9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ504305(NAD 83)
 AB9000
 AB9000                          SUPERSEDED SURVEY CONTROL
 AB9000
 AB9000.No superseded survey control is available for this station.
 AB9000
 AB9000_MARKER: I = METAL ROD
 AB9000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9000_STAMPING: E 464 1994
 AB9000_MARK LOGO: NGS
 AB9000_PROJECTION: FLUSH
 AB9000_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9000+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9000_ROD/PIPE-DEPTH: 6.6 meters
 AB9000_SLEEVE-DEPTH  : 0.9 meters
 AB9000
 AB9000  HISTORY     - Date     Condition        Report By
 AB9000  HISTORY     - 1994     MONUMENTED       NGS
 AB9000
 AB9000                          STATION DESCRIPTION
 AB9000
 AB9000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9000'14.5 KM (9.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB9000'STATE HIGHWAY 47 IN HIGHMORE, 22.1 M (72.5 FT) SOUTH OF THE HIGHWAY
 AB9000'CENTERLINE, 12.7 M (41.7 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 AB9000'3.6 M (11.8 FT) WEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL
 AB9000'OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF AN UNDERGROUND CABLE WARNING
 AB9000'SIGN, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE
 AB9000'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB9000'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5551 ***********************************************************************
 AC5551  DESIGNATION -  E 465
 AC5551  PID         -  AC5551
 AC5551  STATE/COUNTY-  SD/PENNINGTON
 AC5551  COUNTRY     -  US
 AC5551  USGS QUAD   -  ROCKERVILLE (2017)
 AC5551
 AC5551                         *CURRENT SURVEY CONTROL
 AC5551  ______________________________________________________________________
 AC5551* NAD 83(1986) POSITION- 43 52 37.     (N) 103 21 23.     (W)   SCALED
 AC5551* NAVD 88 ORTHO HEIGHT -  1306.458 (meters)     4286.27  (feet) ADJUSTED
 AC5551  ______________________________________________________________________
 AC5551  GEOID HEIGHT    -        -15.040 (meters)                     GEOID18
 AC5551  DYNAMIC HEIGHT  -       1305.914 (meters)     4284.49  (feet) COMP
 AC5551  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 AC5551
 AC5551  VERT ORDER      -  FIRST     CLASS II
 AC5551
 AC5551.The horizontal coordinates were scaled from a map and have
 AC5551.an estimated accuracy of +/- 6 seconds.
 AC5551
 AC5551.The orthometric height was determined by differential leveling and
 AC5551.adjusted by the NATIONAL GEODETIC SURVEY
 AC5551.in October 1997.
 AC5551
 AC5551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5551.GEOID18 height accuracy estimate available here.
 AC5551
 AC5551.Click photographs - Photos may exist for this station.
 AC5551
 AC5551.The dynamic height is computed by dividing the NAVD 88
 AC5551.geopotential number by the normal gravity value computed on the
 AC5551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5551.degrees latitude (g = 980.6199 gals.).
 AC5551
 AC5551.The modeled gravity was interpolated from observed gravity values.
 AC5551
 AC5551;                    North         East    Units  Estimated Accuracy
 AC5551;SPC SD S     -   175,900.      357,110.      MT  (+/- 180 meters Scaled)
 AC5551
 AC5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ320595(NAD 83)
 AC5551
 AC5551                          SUPERSEDED SURVEY CONTROL
 AC5551
 AC5551.No superseded survey control is available for this station.
 AC5551
 AC5551_MARKER: DV = VERTICAL CONTROL DISK
 AC5551_SETTING: 66 = SET IN ROCK OUTCROP
 AC5551_STAMPING: E 465 1995
 AC5551_MARK LOGO: NGS
 AC5551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5551+STABILITY: POSITION/ELEVATION WELL
 AC5551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5551+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5551
 AC5551  HISTORY     - Date     Condition        Report By
 AC5551  HISTORY     - 1995     MONUMENTED       NGS
 AC5551
 AC5551                          STATION DESCRIPTION
 AC5551
 AC5551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5551'7.4 KM (4.60 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5551'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, NEAR THE EAST END OF A 1 BY
 AC5551'3-FOOT AREA OF OUTCROPPING BEDROCK, 646.0 M (2119.4 FT) WEST OF
 AC5551'MILEPOST 37, 28.8 M (94.5 FT) EAST OF THE SOUTH END OF A CULVERT UNDER
 AC5551'THE HIGHWAY, 12.9 M (42.3 FT) NORTH OF A FENCE, 11.5 M (37.7 FT) SOUTH
 AC5551'OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC5551'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9091 ***********************************************************************
 AB9091  DESIGNATION -  E 466
 AB9091  PID         -  AB9091
 AB9091  STATE/COUNTY-  SD/STANLEY
 AB9091  COUNTRY     -  US
 AB9091  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB9091
 AB9091                         *CURRENT SURVEY CONTROL
 AB9091  ______________________________________________________________________
 AB9091* NAD 83(1986) POSITION- 44 22 19.83   (N) 100 59 39.70   (W)   HD_HELD1
 AB9091* NAVD 88 ORTHO HEIGHT -   618.808 (meters)     2030.21  (feet) ADJUSTED
 AB9091  ______________________________________________________________________
 AB9091  GEOID HEIGHT    -        -22.583 (meters)                     GEOID18
 AB9091  DYNAMIC HEIGHT  -        618.658 (meters)     2029.71  (feet) COMP
 AB9091  MODELED GRAVITY -    980,355.3   (mgal)                       NAVD 88
 AB9091
 AB9091  VERT ORDER      -  FIRST     CLASS II
 AB9091
 AB9091.The horizontal coordinates were determined by differentially corrected
 AB9091.hand held GPS observations or other comparable positioning techniques
 AB9091.and have an estimated accuracy of +/- 3 meters.
 AB9091
 AB9091.The orthometric height was determined by differential leveling and
 AB9091.adjusted by the NATIONAL GEODETIC SURVEY
 AB9091.in October 1997.
 AB9091
 AB9091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9091.GEOID18 height accuracy estimate available here.
 AB9091
 AB9091.Click photographs - Photos may exist for this station.
 AB9091
 AB9091.The dynamic height is computed by dividing the NAVD 88
 AB9091.geopotential number by the normal gravity value computed on the
 AB9091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9091.degrees latitude (g = 980.6199 gals.).
 AB9091
 AB9091.The modeled gravity was interpolated from observed gravity values.
 AB9091
 AB9091;                    North         East    Units  Estimated Accuracy
 AB9091;SPC SD S     -   226,717.4     547,314.9     MT  (+/- 3 meters HH1 GPS) 
 AB9091
 AB9091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4110615145(NAD 83)
 AB9091
 AB9091                          SUPERSEDED SURVEY CONTROL
 AB9091
 AB9091.No superseded survey control is available for this station.
 AB9091
 AB9091_MARKER: I = METAL ROD
 AB9091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9091_STAMPING: E 466 1995
 AB9091_MARK LOGO: NGS
 AB9091_PROJECTION: FLUSH
 AB9091_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9091+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9091_ROD/PIPE-DEPTH: 4.2 meters
 AB9091_SLEEVE-DEPTH  : 0.9 meters
 AB9091
 AB9091  HISTORY     - Date     Condition        Report By
 AB9091  HISTORY     - 1995     MONUMENTED       NGS
 AB9091  HISTORY     - 20120531 GOOD             INDIV
 AB9091
 AB9091                          STATION DESCRIPTION
 AB9091
 AB9091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9091'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9091'IN HAYES, 626.0 M (2053.8 FT) EAST OF MILEPOST 196, 49.4 M (162.1 FT)
 AB9091'NORTH OF THE HIGHWAY CENTERLINE, 14.8 M (48.6 FT) WEST OF THE CENTER
 AB9091'OF A GRAVELED ROAD, 12.8 M (42.0 FT) NORTH OF THE CENTER OF A GRAVELED
 AB9091'ROAD, 3.7 M (12.1 FT) SOUTHWEST OF A UTILITY POLE, 1.6 M (5.2 FT) WEST
 AB9091'OF A WITNESS POST, AND 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9091'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB9091'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9091
 AB9091                          STATION RECOVERY (2012)
 AB9091
 AB9091'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2002 ***********************************************************************
 AE2002  DESIGNATION -  E 467
 AE2002  PID         -  AE2002
 AE2002  STATE/COUNTY-  SD/CODINGTON
 AE2002  COUNTRY     -  US
 AE2002  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2002
 AE2002                         *CURRENT SURVEY CONTROL
 AE2002  ______________________________________________________________________
 AE2002* NAD 83(1986) POSITION- 44 54 10.     (N) 097 08 52.     (W)   SCALED
 AE2002* NAVD 88 ORTHO HEIGHT -   529.126 (meters)     1735.97  (feet) ADJUSTED
 AE2002  ______________________________________________________________________
 AE2002  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 AE2002  DYNAMIC HEIGHT  -        529.048 (meters)     1735.72  (feet) COMP
 AE2002  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE2002
 AE2002  VERT ORDER      -  FIRST     CLASS II
 AE2002
 AE2002.The horizontal coordinates were scaled from a map and have
 AE2002.an estimated accuracy of +/- 6 seconds.
 AE2002
 AE2002.The orthometric height was determined by differential leveling and
 AE2002.adjusted by the NATIONAL GEODETIC SURVEY
 AE2002.in July 1998.
 AE2002
 AE2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2002.GEOID18 height accuracy estimate available here.
 AE2002
 AE2002.Click photographs - Photos may exist for this station.
 AE2002
 AE2002.The dynamic height is computed by dividing the NAVD 88
 AE2002.geopotential number by the normal gravity value computed on the
 AE2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2002.degrees latitude (g = 980.6199 gals.).
 AE2002
 AE2002.The modeled gravity was interpolated from observed gravity values.
 AE2002
 AE2002;                    North         East    Units  Estimated Accuracy
 AE2002;SPC SD N     -   122,810.      825,210.      MT  (+/- 180 meters Scaled)
 AE2002
 AE2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ462738(NAD 83)
 AE2002
 AE2002                          SUPERSEDED SURVEY CONTROL
 AE2002
 AE2002.No superseded survey control is available for this station.
 AE2002
 AE2002_MARKER: I = METAL ROD
 AE2002_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2002_STAMPING: E 467 1995
 AE2002_MARK LOGO: NGS
 AE2002_PROJECTION: FLUSH
 AE2002_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2002+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 AE2002_ROD/PIPE-DEPTH: 9.6 meters
 AE2002_SLEEVE-DEPTH  : 0.9 meters
 AE2002
 AE2002  HISTORY     - Date     Condition        Report By
 AE2002  HISTORY     - 1995     MONUMENTED       NGS
 AE2002  HISTORY     - 19950919 GOOD             NGS
 AE2002  HISTORY     - 19961011 GOOD             CHANCE
 AE2002  HISTORY     - 20160914 GOOD             INDIV
 AE2002
 AE2002                          STATION DESCRIPTION
 AE2002
 AE2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2002'IN WATERTOWN, AT THE INTERSECTION OF KEMP AVENUE AND 21ST STREET, 14.9
 AE2002'M (48.9 FT) WEST OF THE STREET CENTER, 8.0 M (26.2 FT) NORTH OF THE
 AE2002'EXTENDED AVENUE CENTER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE STREET,
 AE2002'AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AE2002'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE2002'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2002
 AE2002                          STATION RECOVERY (1996)
 AE2002
 AE2002'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2002'IN WATERTOWN, AT THE INTERSECTION OF WEST KEMP AVENUE AND 21ST STREET
 AE2002'WEST, 14.9 M (48.9 FT) WEST OF THE STREET CENTER, 8.0 M (26.2 FT)
 AE2002'NORTH OF THE EXTENDED AVENUE CENTER, 0.9 M (3.0 FT) BELOW THE LEVEL OF
 AE2002'THE STREET, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.
 AE2002'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE2002'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2002
 AE2002                          STATION RECOVERY (2016)
 AE2002
 AE2002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RES)
 AE2002'LOGO CAP IS MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5808 ***********************************************************************
 AE5808  DESIGNATION -  E 468
 AE5808  PID         -  AE5808
 AE5808  STATE/COUNTY-  SD/CLARK
 AE5808  COUNTRY     -  US
 AE5808  USGS QUAD   -  RAYMOND (2017)
 AE5808
 AE5808                         *CURRENT SURVEY CONTROL
 AE5808  ______________________________________________________________________
 AE5808* NAD 83(1986) POSITION- 44 53 33.     (N) 097 56 35.     (W)   SCALED
 AE5808* NAVD 88 ORTHO HEIGHT -   442.034 (meters)     1450.24  (feet) ADJUSTED
 AE5808  ______________________________________________________________________
 AE5808  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 AE5808  DYNAMIC HEIGHT  -        441.982 (meters)     1450.07  (feet) COMP
 AE5808  MODELED GRAVITY -    980,486.3   (mgal)                       NAVD 88
 AE5808
 AE5808  VERT ORDER      -  FIRST     CLASS II
 AE5808
 AE5808.The horizontal coordinates were scaled from a map and have
 AE5808.an estimated accuracy of +/- 6 seconds.
 AE5808
 AE5808.The orthometric height was determined by differential leveling and
 AE5808.adjusted by the NATIONAL GEODETIC SURVEY
 AE5808.in July 2002.
 AE5808
 AE5808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5808.GEOID18 height accuracy estimate available here.
 AE5808
 AE5808.Click photographs - Photos may exist for this station.
 AE5808
 AE5808.The dynamic height is computed by dividing the NAVD 88
 AE5808.geopotential number by the normal gravity value computed on the
 AE5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5808.degrees latitude (g = 980.6199 gals.).
 AE5808
 AE5808.The modeled gravity was interpolated from observed gravity values.
 AE5808
 AE5808;                    North         East    Units  Estimated Accuracy
 AE5808;SPC SD N     -   119,760.      762,460.      MT  (+/- 180 meters Scaled)
 AE5808
 AE5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ834715(NAD 83)
 AE5808
 AE5808                          SUPERSEDED SURVEY CONTROL
 AE5808
 AE5808  NAVD 88 (07/28/98)  442.031  (m)         1450.23   (f) SUPERSEDED  1 2
 AE5808
 AE5808.Superseded values are not recommended for survey control.
 AE5808
 AE5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5808.See file dsdata.pdf to determine how the superseded data were derived.
 AE5808
 AE5808_MARKER: F = FLANGE-ENCASED ROD
 AE5808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5808_STAMPING: E 468 1995
 AE5808_MARK LOGO: NGS
 AE5808_PROJECTION: FLUSH
 AE5808_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5808+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 AE5808_ROD/PIPE-DEPTH: 6.7 meters
 AE5808_SLEEVE-DEPTH  : 0.9 meters
 AE5808
 AE5808  HISTORY     - Date     Condition        Report By
 AE5808  HISTORY     - 1995     MONUMENTED       NGS
 AE5808  HISTORY     - 19990825 GOOD             NGS
 AE5808
 AE5808                          STATION DESCRIPTION
 AE5808
 AE5808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5808'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5808'HUMPHREY DRIVE IN DOLAND, 556.0 M (1824.1 FT) EAST OF MILEPOST 335,
 AE5808'49.2 M (161.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.8 M (81.4 FT)
 AE5808'SOUTH OF A UTILITY POLE, 15.8 M (51.8 FT) WEST OF THE CENTER OF COUNTY
 AE5808'ROAD 1, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AE5808'FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT
 AE5808'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5808'SPECIFICATIONS FOR A CLASS A MARK.
 AE5808
 AE5808                          STATION RECOVERY (1999)
 AE5808
 AE5808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE5808'12.6 KM (7.80 MI) EASTERLY ALONG U.S.  HIGHWAY 212 FROM THE JUNCTION
 AE5808'OF HUMPHERY DRIVE IN DOLAND, 556.0 M (1824.1 FT) EAST OF MILEPOST 335,
 AE5808'49.2 M (161.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.8 M (81.4 FT)
 AE5808'SOUTH OF A UTILITY POLE, 15.8 M (51.8 FT) WEST OF THE CENTER OF COUNTY
 AE5808'ROAD 1, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AE5808'FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT
 AE5808'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5808'SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON COUNTY ROAD
 AE5808'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5850 ***********************************************************************
 AE5850  DESIGNATION -  E 469
 AE5850  PID         -  AE5850
 AE5850  STATE/COUNTY-  SD/HAND
 AE5850  COUNTRY     -  US
 AE5850  USGS QUAD   -  MIRANDA (2017)
 AE5850
 AE5850                         *CURRENT SURVEY CONTROL
 AE5850  ______________________________________________________________________
 AE5850* NAD 83(1986) POSITION- 44 53 50.     (N) 098 53 51.     (W)   SCALED
 AE5850* NAVD 88 ORTHO HEIGHT -   429.419 (meters)     1408.85  (feet) ADJUSTED
 AE5850  ______________________________________________________________________
 AE5850  GEOID HEIGHT    -        -24.111 (meters)                     GEOID18
 AE5850  DYNAMIC HEIGHT  -        429.363 (meters)     1408.67  (feet) COMP
 AE5850  MODELED GRAVITY -    980,474.8   (mgal)                       NAVD 88
 AE5850
 AE5850  VERT ORDER      -  FIRST     CLASS II
 AE5850
 AE5850.The horizontal coordinates were scaled from a map and have
 AE5850.an estimated accuracy of +/- 6 seconds.
 AE5850
 AE5850.The orthometric height was determined by differential leveling and
 AE5850.adjusted by the NATIONAL GEODETIC SURVEY
 AE5850.in July 1998.
 AE5850
 AE5850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5850.GEOID18 height accuracy estimate available here.
 AE5850
 AE5850.Click photographs - Photos may exist for this station.
 AE5850
 AE5850.The dynamic height is computed by dividing the NAVD 88
 AE5850.geopotential number by the normal gravity value computed on the
 AE5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5850.degrees latitude (g = 980.6199 gals.).
 AE5850
 AE5850.The modeled gravity was interpolated from observed gravity values.
 AE5850
 AE5850;                    North         East    Units  Estimated Accuracy
 AE5850;SPC SD N     -   118,810.      687,080.      MT  (+/- 180 meters Scaled)
 AE5850
 AE5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ080715(NAD 83)
 AE5850
 AE5850                          SUPERSEDED SURVEY CONTROL
 AE5850
 AE5850.No superseded survey control is available for this station.
 AE5850
 AE5850_MARKER: I = METAL ROD
 AE5850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5850_STAMPING: E 469 1996
 AE5850_MARK LOGO: NGS
 AE5850_PROJECTION: FLUSH
 AE5850_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5850+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5850_ROD/PIPE-DEPTH: 7.0 meters
 AE5850_SLEEVE-DEPTH  : 0.9 meters
 AE5850
 AE5850  HISTORY     - Date     Condition        Report By
 AE5850  HISTORY     - 1996     MONUMENTED       NGS
 AE5850
 AE5850                          STATION DESCRIPTION
 AE5850
 AE5850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5850'30.1 KM (18.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5850'OF U.S. HIGHWAY 281 IN REDFIELD, 1040.0 M (3412.1 FT) EAST OF MILEPOST
 AE5850'287, 15.5 M (50.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT)
 AE5850'NORTHWEST OF THE CENTER OF A ROCK PILE, 1.6 M (5.2 FT) BELOW THE LEVEL
 AE5850'OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND A
 AE5850'T-FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE5850'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE5850'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0549 ***********************************************************************
 PS0549  DESIGNATION -  E 47 RESET
 PS0549  PID         -  PS0549
 PS0549  STATE/COUNTY-  SD/FAULK
 PS0549  COUNTRY     -  US
 PS0549  USGS QUAD   -  BALD HILLS (2017)
 PS0549
 PS0549                         *CURRENT SURVEY CONTROL
 PS0549  ______________________________________________________________________
 PS0549* NAD 83(1986) POSITION- 44 56 27.     (N) 099 30 03.     (W)   SCALED
 PS0549* NAVD 88 ORTHO HEIGHT -   595.08  (meters)     1952.4   (feet) RESET
 PS0549  ______________________________________________________________________
 PS0549  GEOID HEIGHT    -        -22.942 (meters)                     GEOID18
 PS0549  VERT ORDER      -  THIRD
 PS0549
 PS0549.The horizontal coordinates were scaled from a map and have
 PS0549.an estimated accuracy of +/- 6 seconds.
 PS0549
 PS0549.The orthometric height was computed from unverified reset data.
 PS0549
 PS0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0549.GEOID18 height accuracy estimate available here.
 PS0549
 PS0549.Click photographs - Photos may exist for this station.
 PS0549
 PS0549;                    North         East    Units  Estimated Accuracy
 PS0549;SPC SD N     -   123,190.      639,400.      MT  (+/- 180 meters Scaled)
 PS0549
 PS0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ604764(NAD 83)
 PS0549
 PS0549                          SUPERSEDED SURVEY CONTROL
 PS0549
 PS0549.No superseded survey control is available for this station.
 PS0549
 PS0549_MARKER: DB = BENCH MARK DISK
 PS0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0549_STAMPING: E 47 RESET 1960
 PS0549_MARK LOGO: CGS
 PS0549_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0549+STABILITY: SURFACE MOTION
 PS0549
 PS0549  HISTORY     - Date     Condition        Report By
 PS0549  HISTORY     - 1960     MONUMENTED       CGS
 PS0549
 PS0549                          STATION DESCRIPTION
 PS0549
 PS0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PS0549'8.7 MI S FROM SENECA.
 PS0549'THIS MARK IS LOCATED 8.7 MILES SOUTH ALONG THE HIGHMORE ROAD
 PS0549'FROM THE POST OFFICE AT SENECA, 0.15 MILE NORTH-NORTHWEST OF
 PS0549'A FARMHOUSE, 95 FEET EAST OF THE CENTERLINE OF THE HIGHMORE
 PS0549'ROAD, 1-1/2 FEET WEST OF A WITNESS POST, 0.5 FOOT SOUTH OF THE
 PS0549'SECTION-LINE FENCE AND SET IN THE TOP OF A CONCRETE POST
 PS0549'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4107 ***********************************************************************
 AE4107  DESIGNATION -  E 470
 AE4107  PID         -  AE4107
 AE4107  STATE/COUNTY-  SD/POTTER
 AE4107  COUNTRY     -  US
 AE4107  USGS QUAD   -  GETTYSBURG (2017)
 AE4107
 AE4107                         *CURRENT SURVEY CONTROL
 AE4107  ______________________________________________________________________
 AE4107* NAD 83(1986) POSITION- 45 02 30.     (N) 099 52 44.     (W)   SCALED
 AE4107* NAVD 88 ORTHO HEIGHT -   631.983 (meters)     2073.43  (feet) ADJUSTED
 AE4107  ______________________________________________________________________
 AE4107  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 AE4107  DYNAMIC HEIGHT  -        631.891 (meters)     2073.13  (feet) COMP
 AE4107  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 AE4107
 AE4107  VERT ORDER      -  FIRST     CLASS II
 AE4107
 AE4107.The horizontal coordinates were scaled from a map and have
 AE4107.an estimated accuracy of +/- 6 seconds.
 AE4107
 AE4107.The orthometric height was determined by differential leveling and
 AE4107.adjusted by the NATIONAL GEODETIC SURVEY
 AE4107.in July 1998.
 AE4107
 AE4107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4107.GEOID18 height accuracy estimate available here.
 AE4107
 AE4107.Click photographs - Photos may exist for this station.
 AE4107
 AE4107.The dynamic height is computed by dividing the NAVD 88
 AE4107.geopotential number by the normal gravity value computed on the
 AE4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4107.degrees latitude (g = 980.6199 gals.).
 AE4107
 AE4107.The modeled gravity was interpolated from observed gravity values.
 AE4107
 AE4107;                    North         East    Units  Estimated Accuracy
 AE4107;SPC SD N     -   134,280.      609,540.      MT  (+/- 180 meters Scaled)
 AE4107
 AE4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ307879(NAD 83)
 AE4107
 AE4107                          SUPERSEDED SURVEY CONTROL
 AE4107
 AE4107.No superseded survey control is available for this station.
 AE4107
 AE4107_MARKER: I = METAL ROD
 AE4107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4107_STAMPING: E 470 1996
 AE4107_MARK LOGO: NGS
 AE4107_PROJECTION: FLUSH
 AE4107_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4107+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4107_ROD/PIPE-DEPTH: 6.1 meters
 AE4107_SLEEVE-DEPTH  : 0.9 meters
 AE4107
 AE4107  HISTORY     - Date     Condition        Report By
 AE4107  HISTORY     - 1996     MONUMENTED       NGS
 AE4107  HISTORY     - 20120613 GOOD             INDIV
 AE4107
 AE4107                          STATION DESCRIPTION
 AE4107
 AE4107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4107'7.0 KM (4.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4107'EXENE STREET IN GETTYSBURG, 415.0 M (1361.5 FT) WEST OF MILEPOST 230,
 AE4107'15.9 M (52.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 AE4107'EAST OF THE CENTER OF A GRAVELED ROAD, 1.4 M (4.6 FT) EAST OF A
 AE4107'UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE4107'HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 AE4107'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE4107'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4107
 AE4107                          STATION RECOVERY (2012)
 AE4107
 AE4107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4107'BROKEN LID
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4129 ***********************************************************************
 AE4129  DESIGNATION -  E 471
 AE4129  PID         -  AE4129
 AE4129  STATE/COUNTY-  SD/FAULK
 AE4129  COUNTRY     -  US
 AE4129  USGS QUAD   -  BURKMERE (2017)
 AE4129
 AE4129                         *CURRENT SURVEY CONTROL
 AE4129  ______________________________________________________________________
 AE4129* NAD 83(1986) POSITION- 45 02 31.     (N) 099 21 54.     (W)   SCALED
 AE4129* NAVD 88 ORTHO HEIGHT -   545.772 (meters)     1790.59  (feet) ADJUSTED
 AE4129  ______________________________________________________________________
 AE4129  GEOID HEIGHT    -        -23.198 (meters)                     GEOID18
 AE4129  DYNAMIC HEIGHT  -        545.696 (meters)     1790.34  (feet) COMP
 AE4129  MODELED GRAVITY -    980,460.9   (mgal)                       NAVD 88
 AE4129
 AE4129  VERT ORDER      -  FIRST     CLASS II
 AE4129
 AE4129.The horizontal coordinates were scaled from a map and have
 AE4129.an estimated accuracy of +/- 6 seconds.
 AE4129
 AE4129.The orthometric height was determined by differential leveling and
 AE4129.adjusted by the NATIONAL GEODETIC SURVEY
 AE4129.in July 1998.
 AE4129
 AE4129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4129.GEOID18 height accuracy estimate available here.
 AE4129
 AE4129.Click photographs - Photos may exist for this station.
 AE4129
 AE4129.The dynamic height is computed by dividing the NAVD 88
 AE4129.geopotential number by the normal gravity value computed on the
 AE4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4129.degrees latitude (g = 980.6199 gals.).
 AE4129
 AE4129.The modeled gravity was interpolated from observed gravity values.
 AE4129
 AE4129;                    North         East    Units  Estimated Accuracy
 AE4129;SPC SD N     -   134,500.      650,030.      MT  (+/- 180 meters Scaled)
 AE4129
 AE4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ712876(NAD 83)
 AE4129
 AE4129                          SUPERSEDED SURVEY CONTROL
 AE4129
 AE4129.No superseded survey control is available for this station.
 AE4129
 AE4129_MARKER: I = METAL ROD
 AE4129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4129_STAMPING: E 471 1996
 AE4129_MARK LOGO: NGS
 AE4129_PROJECTION: FLUSH
 AE4129_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4129+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4129_ROD/PIPE-DEPTH: 9.2 meters
 AE4129_SLEEVE-DEPTH  : 0.9 meters
 AE4129
 AE4129  HISTORY     - Date     Condition        Report By
 AE4129  HISTORY     - 1996     MONUMENTED       NGS
 AE4129
 AE4129                          STATION DESCRIPTION
 AE4129
 AE4129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4129'19.2 KM (11.95 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4129'OFFICE IN FAULKTON, 451.0 M (1479.7 FT) EAST OF MILEPOST 255, 30.6 M
 AE4129'(100.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 21.1 M (69.2 FT) SOUTH
 AE4129'OF THE CENTER OF A GRAVELED ROAD, 6.2 M (20.3 FT) EAST OF THE CENTER
 AE4129'OF A FIELD ENTRANCE AND GATE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AE4129'HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND THE CENTER OF
 AE4129'3 BRACED FENCE POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE4129'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE4129'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0359 ***********************************************************************
 PS0359  DESIGNATION -  E 48
 PS0359  PID         -  PS0359
 PS0359  STATE/COUNTY-  SD/HYDE
 PS0359  COUNTRY     -  US
 PS0359  USGS QUAD   -  MACS CORNER NW (2017)
 PS0359
 PS0359                         *CURRENT SURVEY CONTROL
 PS0359  ______________________________________________________________________
 PS0359* NAD 83(1986) POSITION- 44 22 44.     (N) 099 26 29.     (W)   SCALED
 PS0359* NAVD 88 ORTHO HEIGHT -   649.407 (meters)     2130.60  (feet) ADJUSTED
 PS0359  ______________________________________________________________________
 PS0359  GEOID HEIGHT    -        -24.114 (meters)                     GEOID18
 PS0359  DYNAMIC HEIGHT  -        649.261 (meters)     2130.12  (feet) COMP
 PS0359  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 PS0359
 PS0359  VERT ORDER      -  SECOND    CLASS 0
 PS0359
 PS0359.The horizontal coordinates were scaled from a map and have
 PS0359.an estimated accuracy of +/- 6 seconds.
 PS0359
 PS0359.The orthometric height was determined by differential leveling and
 PS0359.adjusted by the NATIONAL GEODETIC SURVEY
 PS0359.in June 1991.
 PS0359
 PS0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0359.GEOID18 height accuracy estimate available here.
 PS0359
 PS0359.Click photographs - Photos may exist for this station.
 PS0359
 PS0359.The dynamic height is computed by dividing the NAVD 88
 PS0359.geopotential number by the normal gravity value computed on the
 PS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0359.degrees latitude (g = 980.6199 gals.).
 PS0359
 PS0359.The modeled gravity was interpolated from observed gravity values.
 PS0359
 PS0359;                    North         East    Units  Estimated Accuracy
 PS0359;SPC SD N     -    60,780.      644,520.      MT  (+/- 180 meters Scaled)
 PS0359
 PS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ648140(NAD 83)
 PS0359
 PS0359                          SUPERSEDED SURVEY CONTROL
 PS0359
 PS0359  NGVD 29 (??/??/92)  649.03   (m)         2129.4    (f) COMPUTED    2 0
 PS0359
 PS0359.Superseded values are not recommended for survey control.
 PS0359
 PS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0359.See file dsdata.pdf to determine how the superseded data were derived.
 PS0359
 PS0359_MARKER: DB = BENCH MARK DISK
 PS0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0359_SP_SET: CULVERT HEADWALL
 PS0359_STAMPING: E 48 1934
 PS0359_MARK LOGO: CGS
 PS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0359+STABILITY: SURFACE MOTION
 PS0359
 PS0359  HISTORY     - Date     Condition        Report By
 PS0359  HISTORY     - 1934     MONUMENTED       CGS
 PS0359
 PS0359                          STATION DESCRIPTION
 PS0359
 PS0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0359'9.8 MI S FROM HIGHMORE.
 PS0359'9.8 MILES SOUTH OF DEPOT AT HIGHMORE ALONG THE HIGHMORE-CHAMBERLAIN
 PS0359'HIWAY AT CONCRETE CULVERT.  SET IN CENTER OF WEST HEADWALL,
 PS0359'ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0360 ***********************************************************************
 PS0360  DESIGNATION -  E 48 RESET
 PS0360  PID         -  PS0360
 PS0360  STATE/COUNTY-  SD/HYDE
 PS0360  COUNTRY     -  US
 PS0360  USGS QUAD   -  MACS CORNER NW (2017)
 PS0360
 PS0360                         *CURRENT SURVEY CONTROL
 PS0360  ______________________________________________________________________
 PS0360* NAD 83(1986) POSITION- 44 22 43.     (N) 099 26 30.     (W)   SCALED
 PS0360* NAVD 88 ORTHO HEIGHT -   648.96  (meters)     2129.1   (feet) RESET
 PS0360  ______________________________________________________________________
 PS0360  GEOID HEIGHT    -        -24.114 (meters)                     GEOID18
 PS0360  VERT ORDER      -  THIRD
 PS0360
 PS0360.The horizontal coordinates were scaled from a map and have
 PS0360.an estimated accuracy of +/- 6 seconds.
 PS0360
 PS0360.The orthometric height was computed from unverified reset data.
 PS0360
 PS0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0360.GEOID18 height accuracy estimate available here.
 PS0360
 PS0360.Click photographs - Photos may exist for this station.
 PS0360
 PS0360;                    North         East    Units  Estimated Accuracy
 PS0360;SPC SD N     -    60,750.      644,500.      MT  (+/- 180 meters Scaled)
 PS0360
 PS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ648140(NAD 83)
 PS0360
 PS0360                          SUPERSEDED SURVEY CONTROL
 PS0360
 PS0360.No superseded survey control is available for this station.
 PS0360
 PS0360_MARKER: DB = BENCH MARK DISK
 PS0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0360_STAMPING: E 48 RESET 1959
 PS0360_MARK LOGO: CGS
 PS0360_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0360+STABILITY: SURFACE MOTION
 PS0360
 PS0360  HISTORY     - Date     Condition        Report By
 PS0360  HISTORY     - 1959     MONUMENTED       SDHD
 PS0360
 PS0360                          STATION DESCRIPTION
 PS0360
 PS0360'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 PS0360'9.8 MI S FROM HIGHMORE.
 PS0360'THE MARK IS LOCATED ABOUT 9.8 MILES SOUTH ALONG STATE HIGHWAY
 PS0360'47 FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT HIGHMORE,
 PS0360'99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 63 FEET WEST AND
 PS0360'4 FOOT SOUTH OF A 42 INCH REENFORCED CONCRETE PIPE, AND SET IN
 PS0360'THE TOP OF A 6 INCH X 6 INCH CONCRETE POST PROJECTING 3 INCHES
 PS0360'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0421 ***********************************************************************
 OR0421  DESIGNATION -  E 49
 OR0421  PID         -  OR0421
 OR0421  STATE/COUNTY-  SD/BUFFALO
 OR0421  COUNTRY     -  US
 OR0421  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0421
 OR0421                         *CURRENT SURVEY CONTROL
 OR0421  ______________________________________________________________________
 OR0421* NAD 83(1986) POSITION- 43 57 10.     (N) 099 18 06.     (W)   SCALED
 OR0421* NAVD 88 ORTHO HEIGHT -   512.947 (meters)     1682.89  (feet) ADJUSTED
 OR0421  ______________________________________________________________________
 OR0421  GEOID HEIGHT    -        -25.228 (meters)                     GEOID18
 OR0421  DYNAMIC HEIGHT  -        512.828 (meters)     1682.50  (feet) COMP
 OR0421  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 OR0421
 OR0421  VERT ORDER      -  FIRST     CLASS II
 OR0421
 OR0421.The horizontal coordinates were scaled from a map and have
 OR0421.an estimated accuracy of +/- 6 seconds.
 OR0421
 OR0421.The orthometric height was determined by differential leveling and
 OR0421.adjusted by the NATIONAL GEODETIC SURVEY
 OR0421.in June 1991.
 OR0421
 OR0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0421.GEOID18 height accuracy estimate available here.
 OR0421
 OR0421.Click photographs - Photos may exist for this station.
 OR0421
 OR0421.The dynamic height is computed by dividing the NAVD 88
 OR0421.geopotential number by the normal gravity value computed on the
 OR0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0421.degrees latitude (g = 980.6199 gals.).
 OR0421
 OR0421.The modeled gravity was interpolated from observed gravity values.
 OR0421
 OR0421;                    North         East    Units  Estimated Accuracy
 OR0421;SPC SD S     -   180,420.      682,800.      MT  (+/- 180 meters Scaled)
 OR0421
 OR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP757666(NAD 83)
 OR0421
 OR0421                          SUPERSEDED SURVEY CONTROL
 OR0421
 OR0421  NGVD 29 (??/??/92)  512.620  (m)         1681.82   (f) ADJ UNCH    1 2
 OR0421
 OR0421.Superseded values are not recommended for survey control.
 OR0421
 OR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0421.See file dsdata.pdf to determine how the superseded data were derived.
 OR0421
 OR0421_MARKER: DB = BENCH MARK DISK
 OR0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0421_STAMPING: E 49 1934
 OR0421_MARK LOGO: CGS
 OR0421_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0421+STABILITY: SURFACE MOTION
 OR0421
 OR0421  HISTORY     - Date     Condition        Report By
 OR0421  HISTORY     - 1934     MONUMENTED       CGS
 OR0421  HISTORY     - 1949     GOOD             CGS
 OR0421  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0421
 OR0421                          STATION DESCRIPTION
 OR0421
 OR0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0421'10.4 MI SE FROM FORT THOMPSON.
 OR0421'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 OR0421'FORT THOMPSON, THENCE 10.25 MILES SOUTHEAST ALONG STATE HIGHWAY
 OR0421'NO. 47, ON THE SIDE OF A HILL SLOPING DOWN AND TO THE NORTHWEST,
 OR0421'ABOUT 200 FEET NORTHWEST OF THE SUMIT OF A SMALL RISE, 40 FEET
 OR0421'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTHWEST
 OR0421'OF TELEPHONE POLE NO. 7, 18 FEET NORTHEAST OF A FENCE, 1.3 FEET
 OR0421'NORTHEAST OF A REFERENCE POST, ABOUT 3 FEET BELOW ROAD LEVEL,
 OR0421'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OR0421'GROUND, AND, THE NORTHWEST SIDE OF THE CONCRETE POST HAS BEEN
 OR0421'BROKEN OFF.  NOTE-- THIS BENCH MARK IS LOCATED 0.75 MILE NORTHWEST
 OR0421'OF BENCH MARK B 349.
 OR0421
 OR0421                          STATION RECOVERY (2013)
 OR0421
 OR0421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0422 ***********************************************************************
 OR0422  DESIGNATION -  E 49 RESET
 OR0422  PID         -  OR0422
 OR0422  STATE/COUNTY-  SD/BUFFALO
 OR0422  COUNTRY     -  US
 OR0422  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0422
 OR0422                         *CURRENT SURVEY CONTROL
 OR0422  ______________________________________________________________________
 OR0422* NAD 83(1986) POSITION- 43 57 11.     (N) 099 18 04.     (W)   SCALED
 OR0422* NAVD 88 ORTHO HEIGHT -   511.91  (+/-2cm)     1679.5   (feet) VERTCON3
 OR0422  ______________________________________________________________________
 OR0422  GEOID HEIGHT    -        -25.228 (meters)                     GEOID18
 OR0422  VERT ORDER      -  THIRD (See Below)
 OR0422
 OR0422.The horizontal coordinates were scaled from a map and have
 OR0422.an estimated accuracy of +/- 6 seconds.
 OR0422
 OR0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0422
 OR0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0422.GEOID18 height accuracy estimate available here.
 OR0422
 OR0422.The vertical order pertains to the NGVD 29 superseded value.
 OR0422
 OR0422.Click photographs - Photos may exist for this station.
 OR0422
 OR0422;                    North         East    Units  Estimated Accuracy
 OR0422;SPC SD S     -   180,450.      682,850.      MT  (+/- 180 meters Scaled)
 OR0422
 OR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP758667(NAD 83)
 OR0422
 OR0422                          SUPERSEDED SURVEY CONTROL
 OR0422
 OR0422  NGVD 29 (??/??/??)  511.57   (m)         1678.4    (f) RESET       3  
 OR0422
 OR0422.Superseded values are not recommended for survey control.
 OR0422
 OR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0422.See file dsdata.pdf to determine how the superseded data were derived.
 OR0422
 OR0422_MARKER: DB = BENCH MARK DISK
 OR0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0422_STAMPING: E 49 RESET 1958
 OR0422_MARK LOGO: CGS
 OR0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0422+STABILITY: SURFACE MOTION
 OR0422
 OR0422  HISTORY     - Date     Condition        Report By
 OR0422  HISTORY     - 1958     MONUMENTED       CGS
 OR0422
 OR0422                          STATION DESCRIPTION
 OR0422
 OR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0422'11.9 MI N FROM CHAMBERLAIN.
 OR0422'IN BUFFALO COUNTY, ABOUT 11.9 MILES NORTH ALONG STATE HIGHWAY
 OR0422'47 FROM ITS JUNCTION WITH U.S. HIGHWAY 16 AT CHAMBERLAIN, BRULE
 OR0422'COUNTY, BETWEEN TWO SMALL HILLS, ABOUT 100 FEET WEST OF THE
 OR0422'CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH OF A WHITE WITNESS
 OR0422'POST.  (THE ABOVE MILEAGE WAS CHECKED ALONG THE OLD HIGHWAY AS
 OR0422'THE NEW ROUTE WAS UNDER CONSTRUCTION.)  A STANDARD DISK, STAMPED
 OR0422'E 49 RESET 1958 AND SET IN THE TOP OF A ROUND CONCRETE POST
 OR0422'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0256 ***********************************************************************
 OQ0256  DESIGNATION -  E 5
 OQ0256  PID         -  OQ0256
 OQ0256  STATE/COUNTY-  SD/MINNEHAHA
 OQ0256  COUNTRY     -  US
 OQ0256  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0256
 OQ0256                         *CURRENT SURVEY CONTROL
 OQ0256  ______________________________________________________________________
 OQ0256* NAD 83(1986) POSITION- 43 32 39.     (N) 096 43 10.     (W)   SCALED
 OQ0256* NAVD 88 ORTHO HEIGHT -   425.138 (meters)     1394.81  (feet) ADJUSTED
 OQ0256  ______________________________________________________________________
 OQ0256  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0256  DYNAMIC HEIGHT  -        425.027 (meters)     1394.44  (feet) COMP
 OQ0256  MODELED GRAVITY -    980,344.0   (mgal)                       NAVD 88
 OQ0256
 OQ0256  VERT ORDER      -  FIRST     CLASS II
 OQ0256
 OQ0256.The horizontal coordinates were scaled from a map and have
 OQ0256.an estimated accuracy of +/- 6 seconds.
 OQ0256
 OQ0256.The orthometric height was determined by differential leveling and
 OQ0256.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0256.in June 1991.
 OQ0256
 OQ0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0256.GEOID18 height accuracy estimate available here.
 OQ0256
 OQ0256.Click photographs - Photos may exist for this station.
 OQ0256
 OQ0256.The dynamic height is computed by dividing the NAVD 88
 OQ0256.geopotential number by the normal gravity value computed on the
 OQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0256.degrees latitude (g = 980.6199 gals.).
 OQ0256
 OQ0256.The modeled gravity was interpolated from observed gravity values.
 OQ0256
 OQ0256;                    North         East    Units  Estimated Accuracy
 OQ0256;SPC SD S     -   140,870.      891,950.      MT  (+/- 180 meters Scaled)
 OQ0256
 OQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP842237(NAD 83)
 OQ0256
 OQ0256                          SUPERSEDED SURVEY CONTROL
 OQ0256
 OQ0256  NGVD 29 (??/??/92)  424.864  (m)         1393.91   (f) ADJ UNCH    1 2
 OQ0256
 OQ0256.Superseded values are not recommended for survey control.
 OQ0256
 OQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0256.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0256
 OQ0256_MARKER: DB = BENCH MARK DISK
 OQ0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0256_SP_SET: PIER CAP
 OQ0256_STAMPING: 1393.908 E 5 1925
 OQ0256_MARK LOGO: CGS
 OQ0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0256
 OQ0256  HISTORY     - Date     Condition        Report By
 OQ0256  HISTORY     - 1925     MONUMENTED       CGS
 OQ0256  HISTORY     - 1962     MARK NOT FOUND   CGS
 OQ0256  HISTORY     - 20110324 MARK NOT FOUND   INDIV
 OQ0256
 OQ0256                          STATION DESCRIPTION
 OQ0256
 OQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OQ0256'AT SIOUX FALL.
 OQ0256'AT SIOUX FALLS, MINNEHAHA COUNTY, AT THE GREAT NORTHERN RAILWAY
 OQ0256'BRIDGE OVER BIG SIOUX RIVER, IN THE CONCRETE CAP OF THE SOUTH
 OQ0256'PIER, AND AT THE WEST END.  NOTE-- THERE IS MORE THAN ONE GREAT
 OQ0256'NORTHERN RY. BRIDGE IN SIOUX FALLS.  A PEDESTRIAN WALK HAS BEEN
 OQ0256'CONSTRUCTED ON ONE GREAT NORTHERN RY. BRIDGE BUT NOT ON THE
 OQ0256'WEST SIDE.
 OQ0256
 OQ0256                          STATION RECOVERY (2011)
 OQ0256
 OQ0256'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0298 ***********************************************************************
 OS0298  DESIGNATION -  E 5 Q
 OS0298  PID         -  OS0298
 OS0298  STATE/COUNTY-  SD/JACKSON
 OS0298  COUNTRY     -  US
 OS0298  USGS QUAD   -  BELVIDERE SW (2017)
 OS0298
 OS0298                         *CURRENT SURVEY CONTROL
 OS0298  ______________________________________________________________________
 OS0298* NAD 83(1986) POSITION- 43 50 55.     (N) 101 27 45.     (W)   SCALED
 OS0298* NAVD 88 ORTHO HEIGHT -   757.670 (meters)     2485.79  (feet) ADJUSTED
 OS0298  ______________________________________________________________________
 OS0298  GEOID HEIGHT    -        -21.805 (meters)                     GEOID18
 OS0298  DYNAMIC HEIGHT  -        757.425 (meters)     2484.99  (feet) COMP
 OS0298  MODELED GRAVITY -    980,269.8   (mgal)                       NAVD 88
 OS0298
 OS0298  VERT ORDER      -  FIRST     CLASS II
 OS0298
 OS0298.The horizontal coordinates were scaled from a map and have
 OS0298.an estimated accuracy of +/- 6 seconds.
 OS0298
 OS0298.The orthometric height was determined by differential leveling and
 OS0298.adjusted by the NATIONAL GEODETIC SURVEY
 OS0298.in June 1991.
 OS0298
 OS0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0298.GEOID18 height accuracy estimate available here.
 OS0298
 OS0298.Click photographs - Photos may exist for this station.
 OS0298
 OS0298.The dynamic height is computed by dividing the NAVD 88
 OS0298.geopotential number by the normal gravity value computed on the
 OS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0298.degrees latitude (g = 980.6199 gals.).
 OS0298
 OS0298.The modeled gravity was interpolated from observed gravity values.
 OS0298
 OS0298;                    North         East    Units  Estimated Accuracy
 OS0298;SPC SD S     -   168,950.      509,210.      MT  (+/- 180 meters Scaled)
 OS0298
 OS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP020580(NAD 83)
 OS0298
 OS0298                          SUPERSEDED SURVEY CONTROL
 OS0298
 OS0298  NGVD 29 (??/??/92)  757.20   (m)         2484.2    (f) COMPUTED    1 2
 OS0298
 OS0298.Superseded values are not recommended for survey control.
 OS0298
 OS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0298.See file dsdata.pdf to determine how the superseded data were derived.
 OS0298
 OS0298_MARKER: DS = TRIANGULATION STATION DISK
 OS0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0298_STAMPING: E 5 Q 1961
 OS0298_MARK LOGO: CGS
 OS0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0298+STABILITY: SURFACE MOTION
 OS0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0298+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 OS0298
 OS0298  HISTORY     - Date     Condition        Report By
 OS0298  HISTORY     - 1961     MONUMENTED       CGS
 OS0298  HISTORY     - 1962     GOOD             CGS
 OS0298  HISTORY     - 20140326 GOOD             INDIV
 OS0298
 OS0298                          STATION DESCRIPTION
 OS0298
 OS0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0298'3 MI NE FROM KADOKA.
 OS0298'ABOUT 2.75 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0298'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE
 OS0298'0.25 MILES NORTH ALONG A NORTH-SOUTH FENCE, OR 1.7 MILES NORTHEAST
 OS0298'ALONG RAILROAD, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY 16, THENCE
 OS0298'0.1 MILE SOUTH ALONG A NORTH-SOUTH FENCE, ON TOP OF THE WESTERLY
 OS0298'ONE OF 2 ROUND TOP KNOLLS, 17 FEET SOUTHEAST OF THE NORTHEAST ONE
 OS0298'OF 2 RADIO ANTENNAS, AND SET IN THE TOP OF A CONCRETE POST
 OS0298'PROJECTING 1 INCH.
 OS0298
 OS0298                          STATION RECOVERY (2014)
 OS0298
 OS0298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TJ)
 OS0298'FROM THE INTERSECTION OF HIGHWAY 73 AND OLD HIGHWAY 16 IN KADOKA,
 OS0298'THENCE ABOUT 5.14 KM (3.2 MI) EAST ALONG OLD HIGHWAY 16 TO AN APPROACH
 OS0298'WITH A GRAVEL TRAIL HEADING SOUTHEASTERLY TOWARDS THE MNI WICONI WATER
 OS0298'STAND PIPE TANK, THENCE 540 FEET TO A Y INTERSECTION IN THE TRAIL,
 OS0298'THENCE 80 FEET ALONG THE TRAIL TO THE SOUTH TO THE BASE OF THE
 OS0298'WESTERLY ONE OF 2 ROUND TOP KNOLLS, THENCE 220 FEET TO THE TOP OF THE
 OS0298'WESTERLY KNOLL, MARK IS SET IN CONCRETE POST FLUSH WITH THE GROUND.
 OS0298'RM 1 IS WEST, A DISTANCE OF 36.8 FEET, SET IN CONCRETE POST FLUSH WITH
 OS0298'THE GROUND
 OS0298'RM 2 IS NORTH, A DISTANCE OF 24.6 FEET, SET IN CONCRETE POST FLUSH
 OS0298'WITH THE GROUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0299 ***********************************************************************
 OS0299  DESIGNATION -  E 5 Q AZ MK
 OS0299  PID         -  OS0299
 OS0299  STATE/COUNTY-  SD/JACKSON
 OS0299  COUNTRY     -  US
 OS0299  USGS QUAD   -  BELVIDERE SW (2017)
 OS0299
 OS0299                         *CURRENT SURVEY CONTROL
 OS0299  ______________________________________________________________________
 OS0299* NAD 83(1986) POSITION- 43 51 00.     (N) 101 27 22.     (W)   SCALED
 OS0299* NAVD 88 ORTHO HEIGHT -   726.392 (meters)     2383.17  (feet) ADJUSTED
 OS0299  ______________________________________________________________________
 OS0299  GEOID HEIGHT    -        -21.830 (meters)                     GEOID18
 OS0299  DYNAMIC HEIGHT  -        726.156 (meters)     2382.40  (feet) COMP
 OS0299  MODELED GRAVITY -    980,270.2   (mgal)                       NAVD 88
 OS0299
 OS0299  VERT ORDER      -  FIRST     CLASS II
 OS0299
 OS0299.The horizontal coordinates were scaled from a map and have
 OS0299.an estimated accuracy of +/- 6 seconds.
 OS0299
 OS0299.The orthometric height was determined by differential leveling and
 OS0299.adjusted by the NATIONAL GEODETIC SURVEY
 OS0299.in June 1991.
 OS0299
 OS0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0299.GEOID18 height accuracy estimate available here.
 OS0299
 OS0299.Click photographs - Photos may exist for this station.
 OS0299
 OS0299.The dynamic height is computed by dividing the NAVD 88
 OS0299.geopotential number by the normal gravity value computed on the
 OS0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0299.degrees latitude (g = 980.6199 gals.).
 OS0299
 OS0299.The modeled gravity was interpolated from observed gravity values.
 OS0299
 OS0299;                    North         East    Units  Estimated Accuracy
 OS0299;SPC SD S     -   169,100.      509,730.      MT  (+/- 180 meters Scaled)
 OS0299
 OS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP025581(NAD 83)
 OS0299
 OS0299                          SUPERSEDED SURVEY CONTROL
 OS0299
 OS0299  NGVD 29 (??/??/92)  725.92   (m)         2381.6    (f) COMPUTED    1 2
 OS0299
 OS0299.Superseded values are not recommended for survey control.
 OS0299
 OS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0299.See file dsdata.pdf to determine how the superseded data were derived.
 OS0299
 OS0299_MARKER: DZ = AZIMUTH MARK DISK
 OS0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0299_STAMPING: E 5 Q 1961
 OS0299_MARK LOGO: CGS
 OS0299_PROJECTION: FLUSH
 OS0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0299+STABILITY: SURFACE MOTION
 OS0299
 OS0299  HISTORY     - Date     Condition        Report By
 OS0299  HISTORY     - 1961     MONUMENTED       CGS
 OS0299  HISTORY     - 1962     GOOD             CGS
 OS0299
 OS0299                          STATION DESCRIPTION
 OS0299
 OS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0299'3.1 MI NE FROM KADOKA.
 OS0299'ABOUT 1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0299'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 1.4
 OS0299'MILES EAST ALONG U.S. HIGHWAY 16, 99 FEET NORTH OF THE CENTER
 OS0299'LINE OF THE HIGHWAY 46 FEET EAST OF A TELEPHONE POLE, 1 FOOT
 OS0299'SOUTH OF A FENCE, 4.4 FEET WEST OF A METAL WITNESS POST, ABOUT
 OS0299'4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 OS0299'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0296 ***********************************************************************
 OS0296  DESIGNATION -  E 5 Q RM 1
 OS0296  PID         -  OS0296
 OS0296  STATE/COUNTY-  SD/JACKSON
 OS0296  COUNTRY     -  US
 OS0296  USGS QUAD   -  BELVIDERE SW (2017)
 OS0296
 OS0296                         *CURRENT SURVEY CONTROL
 OS0296  ______________________________________________________________________
 OS0296* NAD 83(1986) POSITION- 43 50 55.     (N) 101 27 46.     (W)   SCALED
 OS0296* NAVD 88 ORTHO HEIGHT -   757.500 (meters)     2485.23  (feet) ADJUSTED
 OS0296  ______________________________________________________________________
 OS0296  GEOID HEIGHT    -        -21.804 (meters)                     GEOID18
 OS0296  DYNAMIC HEIGHT  -        757.254 (meters)     2484.42  (feet) COMP
 OS0296  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OS0296
 OS0296  VERT ORDER      -  FIRST     CLASS II
 OS0296
 OS0296.The horizontal coordinates were scaled from a map and have
 OS0296.an estimated accuracy of +/- 6 seconds.
 OS0296
 OS0296.The orthometric height was determined by differential leveling and
 OS0296.adjusted by the NATIONAL GEODETIC SURVEY
 OS0296.in June 1991.
 OS0296
 OS0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0296.GEOID18 height accuracy estimate available here.
 OS0296
 OS0296.Click photographs - Photos may exist for this station.
 OS0296
 OS0296.The dynamic height is computed by dividing the NAVD 88
 OS0296.geopotential number by the normal gravity value computed on the
 OS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0296.degrees latitude (g = 980.6199 gals.).
 OS0296
 OS0296.The modeled gravity was interpolated from observed gravity values.
 OS0296
 OS0296;                    North         East    Units  Estimated Accuracy
 OS0296;SPC SD S     -   168,950.      509,190.      MT  (+/- 180 meters Scaled)
 OS0296
 OS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP020580(NAD 83)
 OS0296
 OS0296                          SUPERSEDED SURVEY CONTROL
 OS0296
 OS0296  NGVD 29 (??/??/92)  757.03   (m)         2483.7    (f) COMPUTED    1 2
 OS0296
 OS0296.Superseded values are not recommended for survey control.
 OS0296
 OS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0296.See file dsdata.pdf to determine how the superseded data were derived.
 OS0296
 OS0296_MARKER: DR = REFERENCE MARK DISK
 OS0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0296_STAMPING: E 5 Q NO 1 1961
 OS0296_MARK LOGO: CGS
 OS0296_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0296+STABILITY: SURFACE MOTION
 OS0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0296+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 OS0296
 OS0296  HISTORY     - Date     Condition        Report By
 OS0296  HISTORY     - 1961     MONUMENTED       CGS
 OS0296  HISTORY     - 1962     GOOD             CGS
 OS0296  HISTORY     - 20140326 GOOD             INDIV
 OS0296
 OS0296                          STATION DESCRIPTION
 OS0296
 OS0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0296'3 MI NE FROM KADOKA.
 OS0296'ABOUT 2.75 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0296'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 0.25
 OS0296'MILE NORTH ALONG A NORTH-SOUTH FENCE, OR 1.7 MILES NORTHEAST
 OS0296'ALONG RAILROAD, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY 16,
 OS0296'THENCE 0.1 MILE SOUTH ALONG A NORTH-SOUTH FENCE, ON TOP OF THE
 OS0296'WESTERLY ONE OF 2 ROUND TOP KNOLLS, 23 FEET SOUTHWEST OF THE
 OS0296'SOUTHWEST ONE OF 2 RADIO ANTENNAS 37 FEET WEST OF E 5 Q 1961
 OS0296'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0296'PROJECTING 2 INCHES.
 OS0296
 OS0296                          STATION RECOVERY (2014)
 OS0296
 OS0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TJ)
 OS0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0297 ***********************************************************************
 OS0297  DESIGNATION -  E 5 Q RM 2
 OS0297  PID         -  OS0297
 OS0297  STATE/COUNTY-  SD/JACKSON
 OS0297  COUNTRY     -  US
 OS0297  USGS QUAD   -  BELVIDERE SW (2017)
 OS0297
 OS0297                         *CURRENT SURVEY CONTROL
 OS0297  ______________________________________________________________________
 OS0297* NAD 83(1986) POSITION- 43 50 55.     (N) 101 27 46.     (W)   SCALED
 OS0297* NAVD 88 ORTHO HEIGHT -   757.311 (meters)     2484.61  (feet) ADJUSTED
 OS0297  ______________________________________________________________________
 OS0297  GEOID HEIGHT    -        -21.804 (meters)                     GEOID18
 OS0297  DYNAMIC HEIGHT  -        757.065 (meters)     2483.80  (feet) COMP
 OS0297  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OS0297
 OS0297  VERT ORDER      -  FIRST     CLASS II
 OS0297
 OS0297.The horizontal coordinates were scaled from a map and have
 OS0297.an estimated accuracy of +/- 6 seconds.
 OS0297
 OS0297.The orthometric height was determined by differential leveling and
 OS0297.adjusted by the NATIONAL GEODETIC SURVEY
 OS0297.in June 1991.
 OS0297
 OS0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0297.GEOID18 height accuracy estimate available here.
 OS0297
 OS0297.Click photographs - Photos may exist for this station.
 OS0297
 OS0297.The dynamic height is computed by dividing the NAVD 88
 OS0297.geopotential number by the normal gravity value computed on the
 OS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0297.degrees latitude (g = 980.6199 gals.).
 OS0297
 OS0297.The modeled gravity was interpolated from observed gravity values.
 OS0297
 OS0297;                    North         East    Units  Estimated Accuracy
 OS0297;SPC SD S     -   168,950.      509,190.      MT  (+/- 180 meters Scaled)
 OS0297
 OS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP020580(NAD 83)
 OS0297
 OS0297                          SUPERSEDED SURVEY CONTROL
 OS0297
 OS0297  NGVD 29 (??/??/92)  756.84   (m)         2483.1    (f) COMPUTED    1 2
 OS0297
 OS0297.Superseded values are not recommended for survey control.
 OS0297
 OS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0297.See file dsdata.pdf to determine how the superseded data were derived.
 OS0297
 OS0297_MARKER: DR = REFERENCE MARK DISK
 OS0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0297_STAMPING: E 5 Q NO 1 1961
 OS0297_MARK LOGO: CGS
 OS0297_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0297+STABILITY: SURFACE MOTION
 OS0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0297+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 OS0297
 OS0297  HISTORY     - Date     Condition        Report By
 OS0297  HISTORY     - 1961     MONUMENTED       CGS
 OS0297  HISTORY     - 1962     GOOD             CGS
 OS0297  HISTORY     - 20140326 GOOD             INDIV
 OS0297
 OS0297                          STATION DESCRIPTION
 OS0297
 OS0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0297'3 MI NE FROM KADOKA.
 OS0297'ABOUT 2.75 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0297'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE
 OS0297'0.25 MILE NORTH ALONG A NORTH-SOUTH FENCE, OR 1.7 MILES NORTHEAST
 OS0297'ALONG RAILROAD, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY 16,
 OS0297'THENCE 0.1 MILE SOUTH ALONG A NORTH-SOUTH FENCE, ON TOP OF THE
 OS0297'WESTERLY ONE OF 2 ROUND TOP KNOLLS, 14 FEET NORTHEAST OF
 OS0297'NORTHEAST ONE OF 2 RADIO ANTENNAS, 24.5 FEET NORTH OF E 5 Q 1961
 OS0297'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 OS0297'PROJECTING 4 INCHES.
 OS0297
 OS0297                          STATION RECOVERY (2014)
 OS0297
 OS0297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TJ)
 OS0297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0301 ***********************************************************************
 OS0301  DESIGNATION -  E 5 R
 OS0301  PID         -  OS0301
 OS0301  STATE/COUNTY-  SD/JACKSON
 OS0301  COUNTRY     -  US
 OS0301  USGS QUAD   -  BELVIDERE SW (2017)
 OS0301
 OS0301                         *CURRENT SURVEY CONTROL
 OS0301  ______________________________________________________________________
 OS0301* NAD 83(1986) POSITION- 43 51 19.     (N) 101 27 54.     (W)   SCALED
 OS0301* NAVD 88 ORTHO HEIGHT -   746.992 (meters)     2450.76  (feet) ADJUSTED
 OS0301  ______________________________________________________________________
 OS0301  GEOID HEIGHT    -        -21.797 (meters)                     GEOID18
 OS0301  DYNAMIC HEIGHT  -        746.750 (meters)     2449.96  (feet) COMP
 OS0301  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OS0301
 OS0301  VERT ORDER      -  FIRST     CLASS II
 OS0301
 OS0301.The horizontal coordinates were scaled from a map and have
 OS0301.an estimated accuracy of +/- 6 seconds.
 OS0301
 OS0301.The orthometric height was determined by differential leveling and
 OS0301.adjusted by the NATIONAL GEODETIC SURVEY
 OS0301.in June 1991.
 OS0301
 OS0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0301.GEOID18 height accuracy estimate available here.
 OS0301
 OS0301.Click photographs - Photos may exist for this station.
 OS0301
 OS0301.The dynamic height is computed by dividing the NAVD 88
 OS0301.geopotential number by the normal gravity value computed on the
 OS0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0301.degrees latitude (g = 980.6199 gals.).
 OS0301
 OS0301.The modeled gravity was interpolated from observed gravity values.
 OS0301
 OS0301;                    North         East    Units  Estimated Accuracy
 OS0301;SPC SD S     -   169,700.      509,020.      MT  (+/- 180 meters Scaled)
 OS0301
 OS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP018587(NAD 83)
 OS0301
 OS0301                          SUPERSEDED SURVEY CONTROL
 OS0301
 OS0301  NGVD 29 (??/??/92)  746.52   (m)         2449.2    (f) COMPUTED    1 2
 OS0301
 OS0301.Superseded values are not recommended for survey control.
 OS0301
 OS0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0301.See file dsdata.pdf to determine how the superseded data were derived.
 OS0301
 OS0301_MARKER: DS = TRIANGULATION STATION DISK
 OS0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0301_STAMPING: E 5 R 1961
 OS0301_MARK LOGO: CGS
 OS0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0301+STABILITY: SURFACE MOTION
 OS0301
 OS0301  HISTORY     - Date     Condition        Report By
 OS0301  HISTORY     - 1961     MONUMENTED       CGS
 OS0301  HISTORY     - 1962     GOOD             CGS
 OS0301
 OS0301                          STATION DESCRIPTION
 OS0301
 OS0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0301'3.4 MI NE FROM KADOKA.
 OS0301'ABOUT 1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0301'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 1.0
 OS0301'MILE EAST ALONG U.S. HIGHWAY 16, THENCE 0.3 MILE NORTH ALONG
 OS0301'A GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ALONG A PRIVATE
 OS0301'FIELD ROAD TO THE TOP OF A ROUND TOP KNOLL AND SITE OF THE MARK,
 OS0301'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0300 ***********************************************************************
 OS0300  DESIGNATION -  E 5 R RM 1
 OS0300  PID         -  OS0300
 OS0300  STATE/COUNTY-  SD/JACKSON
 OS0300  COUNTRY     -  US
 OS0300  USGS QUAD   -  BELVIDERE SW (2017)
 OS0300
 OS0300                         *CURRENT SURVEY CONTROL
 OS0300  ______________________________________________________________________
 OS0300* NAD 83(1986) POSITION- 43 51 19.     (N) 101 27 54.     (W)   SCALED
 OS0300* NAVD 88 ORTHO HEIGHT -   746.006 (meters)     2447.52  (feet) ADJUSTED
 OS0300  ______________________________________________________________________
 OS0300  GEOID HEIGHT    -        -21.797 (meters)                     GEOID18
 OS0300  DYNAMIC HEIGHT  -        745.764 (meters)     2446.73  (feet) COMP
 OS0300  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OS0300
 OS0300  VERT ORDER      -  FIRST     CLASS II
 OS0300
 OS0300.The horizontal coordinates were scaled from a map and have
 OS0300.an estimated accuracy of +/- 6 seconds.
 OS0300
 OS0300.The orthometric height was determined by differential leveling and
 OS0300.adjusted by the NATIONAL GEODETIC SURVEY
 OS0300.in June 1991.
 OS0300
 OS0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0300.GEOID18 height accuracy estimate available here.
 OS0300
 OS0300.Click photographs - Photos may exist for this station.
 OS0300
 OS0300.The dynamic height is computed by dividing the NAVD 88
 OS0300.geopotential number by the normal gravity value computed on the
 OS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0300.degrees latitude (g = 980.6199 gals.).
 OS0300
 OS0300.The modeled gravity was interpolated from observed gravity values.
 OS0300
 OS0300;                    North         East    Units  Estimated Accuracy
 OS0300;SPC SD S     -   169,700.      509,020.      MT  (+/- 180 meters Scaled)
 OS0300
 OS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP018587(NAD 83)
 OS0300
 OS0300                          SUPERSEDED SURVEY CONTROL
 OS0300
 OS0300  NGVD 29 (??/??/92)  745.53   (m)         2446.0    (f) COMPUTED    1 2
 OS0300
 OS0300.Superseded values are not recommended for survey control.
 OS0300
 OS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0300.See file dsdata.pdf to determine how the superseded data were derived.
 OS0300
 OS0300_MARKER: DR = REFERENCE MARK DISK
 OS0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0300_STAMPING: E 5 R NO 1 1961
 OS0300_MARK LOGO: CGS
 OS0300_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0300+STABILITY: SURFACE MOTION
 OS0300
 OS0300  HISTORY     - Date     Condition        Report By
 OS0300  HISTORY     - 1961     MONUMENTED       CGS
 OS0300  HISTORY     - 1962     GOOD             CGS
 OS0300
 OS0300                          STATION DESCRIPTION
 OS0300
 OS0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0300'3.4 MI NE FROM KADOKA.
 OS0300'ABOUT 1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0300'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 1.0
 OS0300'MILE EAST ALONG U.S. HIGHWAY 16, THENCE 0.3 MILE NORTH ALONG
 OS0300'A GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ALONG A PRIVATE
 OS0300'FIELD ROAD TO THE TOP OF A ROUND TOP KNOLL, 56.0 FEET
 OS0300'SOUTH-SOUTHEAST OF E 5 R 1961 TRIANGULATION STATION, AND SET
 OS0300'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0302 ***********************************************************************
 OS0302  DESIGNATION -  E 5 R RM 2
 OS0302  PID         -  OS0302
 OS0302  STATE/COUNTY-  SD/JACKSON
 OS0302  COUNTRY     -  US
 OS0302  USGS QUAD   -  BELVIDERE SW (2017)
 OS0302
 OS0302                         *CURRENT SURVEY CONTROL
 OS0302  ______________________________________________________________________
 OS0302* NAD 83(1986) POSITION- 43 51 19.     (N) 101 27 54.     (W)   SCALED
 OS0302* NAVD 88 ORTHO HEIGHT -   746.153 (meters)     2448.00  (feet) ADJUSTED
 OS0302  ______________________________________________________________________
 OS0302  GEOID HEIGHT    -        -21.797 (meters)                     GEOID18
 OS0302  DYNAMIC HEIGHT  -        745.911 (meters)     2447.21  (feet) COMP
 OS0302  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OS0302
 OS0302  VERT ORDER      -  FIRST     CLASS II
 OS0302
 OS0302.The horizontal coordinates were scaled from a map and have
 OS0302.an estimated accuracy of +/- 6 seconds.
 OS0302
 OS0302.The orthometric height was determined by differential leveling and
 OS0302.adjusted by the NATIONAL GEODETIC SURVEY
 OS0302.in June 1991.
 OS0302
 OS0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0302.GEOID18 height accuracy estimate available here.
 OS0302
 OS0302.Click photographs - Photos may exist for this station.
 OS0302
 OS0302.The dynamic height is computed by dividing the NAVD 88
 OS0302.geopotential number by the normal gravity value computed on the
 OS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0302.degrees latitude (g = 980.6199 gals.).
 OS0302
 OS0302.The modeled gravity was interpolated from observed gravity values.
 OS0302
 OS0302;                    North         East    Units  Estimated Accuracy
 OS0302;SPC SD S     -   169,700.      509,020.      MT  (+/- 180 meters Scaled)
 OS0302
 OS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP018587(NAD 83)
 OS0302
 OS0302                          SUPERSEDED SURVEY CONTROL
 OS0302
 OS0302  NGVD 29 (??/??/92)  745.68   (m)         2446.5    (f) COMPUTED    1 2
 OS0302
 OS0302.Superseded values are not recommended for survey control.
 OS0302
 OS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0302.See file dsdata.pdf to determine how the superseded data were derived.
 OS0302
 OS0302_MARKER: DR = REFERENCE MARK DISK
 OS0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0302_STAMPING: E 5 R NO 2 1961
 OS0302_MARK LOGO: CGS
 OS0302_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0302+STABILITY: SURFACE MOTION
 OS0302
 OS0302  HISTORY     - Date     Condition        Report By
 OS0302  HISTORY     - 1961     MONUMENTED       CGS
 OS0302  HISTORY     - 1962     GOOD             CGS
 OS0302
 OS0302                          STATION DESCRIPTION
 OS0302
 OS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0302'3.4 MI NE FROM KADOKA.
 OS0302'ABOUT 1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0302'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE
 OS0302'1.0 MILE EAST ALONG U.S. HIGHWAY 16, THENCE 0.3 MILE NORTH ALONG A
 OS0302'GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ALONG A PRIVATE FIELD ROAD
 OS0302'TO THE TOP OF A ROUND TOP KNOLL, 30.6 FEET WEST-SOUTHWEST OF E
 OS0302'5 R 1961 TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE
 OS0302'POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0286 ***********************************************************************
 PS0286  DESIGNATION -  E 50
 PS0286  PID         -  PS0286
 PS0286  STATE/COUNTY-  SD/HYDE
 PS0286  COUNTRY     -  US
 PS0286  USGS QUAD   -  HIGHMORE (2017)
 PS0286
 PS0286                         *CURRENT SURVEY CONTROL
 PS0286  ______________________________________________________________________
 PS0286* NAD 83(1986) POSITION- 44 31 14.95   (N) 099 24 08.33   (W)   HD_HELD1
 PS0286* NAVD 88 ORTHO HEIGHT -   568.884 (meters)     1866.41  (feet) ADJUSTED
 PS0286  ______________________________________________________________________
 PS0286  GEOID HEIGHT    -        -23.907 (meters)                     GEOID18
 PS0286  DYNAMIC HEIGHT  -        568.772 (meters)     1866.05  (feet) COMP
 PS0286  MODELED GRAVITY -    980,401.6   (mgal)                       NAVD 88
 PS0286
 PS0286  VERT ORDER      -  SECOND    CLASS 0
 PS0286
 PS0286.The horizontal coordinates were determined by differentially corrected
 PS0286.hand held GPS observations or other comparable positioning techniques
 PS0286.and have an estimated accuracy of +/- 3 meters.
 PS0286
 PS0286.The orthometric height was determined by differential leveling and
 PS0286.adjusted by the NATIONAL GEODETIC SURVEY
 PS0286.in June 1991.
 PS0286
 PS0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0286.GEOID18 height accuracy estimate available here.
 PS0286
 PS0286.Click photographs - Photos may exist for this station.
 PS0286
 PS0286.The dynamic height is computed by dividing the NAVD 88
 PS0286.geopotential number by the normal gravity value computed on the
 PS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0286.degrees latitude (g = 980.6199 gals.).
 PS0286
 PS0286.The modeled gravity was interpolated from observed gravity values.
 PS0286
 PS0286;                    North         East    Units  Estimated Accuracy
 PS0286;SPC SD N     -    76,570.5     647,515.5     MT  (+/- 3 meters HH1 GPS) 
 PS0286
 PS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6802829800(NAD 83)
 PS0286
 PS0286                          SUPERSEDED SURVEY CONTROL
 PS0286
 PS0286  NGVD 29 (??/??/92)  568.525  (m)         1865.24   (f) ADJ UNCH    2 0
 PS0286
 PS0286.Superseded values are not recommended for survey control.
 PS0286
 PS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0286.See file dsdata.pdf to determine how the superseded data were derived.
 PS0286
 PS0286_MARKER: DB = BENCH MARK DISK
 PS0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0286_STAMPING: E 50 1934
 PS0286_MARK LOGO: CGS
 PS0286_PROJECTION: PROJECTING 5 CENTIMETERS
 PS0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0286+STABILITY: SURFACE MOTION
 PS0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0286+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0286
 PS0286  HISTORY     - Date     Condition        Report By
 PS0286  HISTORY     - 1934     MONUMENTED       CGS
 PS0286  HISTORY     - 19941102 GOOD             NGS
 PS0286
 PS0286                          STATION DESCRIPTION
 PS0286
 PS0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0286'2 MI E FROM HIGHMORE.
 PS0286'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0286'FROM THE STATION AT HIGHMORE, HYDE COUNTY, ABOUT 11 POLES WEST
 PS0286'OF MILEPOST 423, AT A ROAD CROSSING, 96 FEET WEST OF THE CENTER
 PS0286'LINE OF THE ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 PS0286'5 FEET EAST OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 PS0286'A STANDARD DISK, STAMPED E 50 1934 AND SET IN THE TOP OF A
 PS0286'CONCRETE POST.
 PS0286
 PS0286                          STATION RECOVERY (1994)
 PS0286
 PS0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0286'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0286'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG
 PS0286'A TRACK ROAD, 30.8 M (101.0 FT) WEST OF THE ROAD CENTER, 14.7 M (48.2
 PS0286'FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN
 PS0286'RAILROAD, 14.2 M (46.6 FT) NORTH OF A FENCE, 0.8 M (2.6 FT) BELOW THE
 PS0286'LEVEL OF THE TRACKS, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 PS0286'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0104 ***********************************************************************
 PS0104  DESIGNATION -  E 52
 PS0104  PID         -  PS0104
 PS0104  STATE/COUNTY-  SD/BEADLE
 PS0104  COUNTRY     -  US
 PS0104  USGS QUAD   -  CAVOUR (2017)
 PS0104
 PS0104                         *CURRENT SURVEY CONTROL
 PS0104  ______________________________________________________________________
 PS0104* NAD 83(1986) POSITION- 44 22 04.     (N) 098 02 04.     (W)   SCALED
 PS0104* NAVD 88 ORTHO HEIGHT -   399.415 (meters)     1310.41  (feet) ADJUSTED
 PS0104  ______________________________________________________________________
 PS0104  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 PS0104  DYNAMIC HEIGHT  -        399.348 (meters)     1310.19  (feet) COMP
 PS0104  MODELED GRAVITY -    980,439.1   (mgal)                       NAVD 88
 PS0104
 PS0104  VERT ORDER      -  FIRST     CLASS II
 PS0104
 PS0104.The horizontal coordinates were scaled from a map and have
 PS0104.an estimated accuracy of +/- 6 seconds.
 PS0104
 PS0104.The orthometric height was determined by differential leveling and
 PS0104.adjusted by the NATIONAL GEODETIC SURVEY
 PS0104.in October 1997.
 PS0104
 PS0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0104.GEOID18 height accuracy estimate available here.
 PS0104
 PS0104.Click photographs - Photos may exist for this station.
 PS0104
 PS0104.The dynamic height is computed by dividing the NAVD 88
 PS0104.geopotential number by the normal gravity value computed on the
 PS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0104.degrees latitude (g = 980.6199 gals.).
 PS0104
 PS0104.The modeled gravity was interpolated from observed gravity values.
 PS0104
 PS0104;                    North         East    Units  Estimated Accuracy
 PS0104;SPC SD N     -    61,290.      756,660.      MT  (+/- 180 meters Scaled)
 PS0104
 PS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ769131(NAD 83)
 PS0104
 PS0104                          SUPERSEDED SURVEY CONTROL
 PS0104
 PS0104  NAVD 88 (06/15/91)  399.483  (m)         1310.64   (f) SUPERSEDED  1 2
 PS0104  NGVD 29 (??/??/92)  399.221  (m)         1309.78   (f) ADJ UNCH    1 2
 PS0104
 PS0104.Superseded values are not recommended for survey control.
 PS0104
 PS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0104.See file dsdata.pdf to determine how the superseded data were derived.
 PS0104
 PS0104_MARKER: DB = BENCH MARK DISK
 PS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0104_STAMPING: E 52 1934
 PS0104_MARK LOGO: CGS
 PS0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0104+STABILITY: SURFACE MOTION
 PS0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0104+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 PS0104
 PS0104  HISTORY     - Date     Condition        Report By
 PS0104  HISTORY     - 1934     MONUMENTED       CGS
 PS0104  HISTORY     - 1941     GOOD             CGS
 PS0104  HISTORY     - 19941012 GOOD             NGS
 PS0104
 PS0104                          STATION DESCRIPTION
 PS0104
 PS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0104'AT CAVOUR.
 PS0104'AT CAVOUR, BEADLE COUNTY, EAST OF THE CHICAGO AND NORTH WESTERN
 PS0104'RAILWAY STATION, AT A ROAD CROSSING, ABOUT 150 FEET WEST OF THE
 PS0104'CENTER LINE OF THE ROAD, ABOUT 55 FEET SOUTH OF THE CENTER LINE
 PS0104'OF THE TRACK, 6 FEET EAST OF A POLE, AND ABOUT LEVEL WITH THE
 PS0104'TRACK.  A STANDARD DISK, STAMPED E 52 1934 AND SET IN THE TOP
 PS0104'OF A CONCRETE POST.
 PS0104
 PS0104                          STATION RECOVERY (1941)
 PS0104
 PS0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PS0104'RECOVERED IN GOOD CONDITION.
 PS0104
 PS0104                          STATION RECOVERY (1994)
 PS0104
 PS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0104'14.3 KM (8.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0104'STATE HIGHWAY 37 IN HURON, 727.0 M (2385.2 FT) WEST OF MILEPOST 355,
 PS0104'97.8 M (320.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 45.4 M (148.9 FT)
 PS0104'WEST OF THE CENTER OF A PAVED ROAD, 29.3 M (96.1 FT) NORTH-NORTHEAST
 PS0104'OF A UTILITY LIGHT POLE WITH A METER, 16.5 M (54.1 FT) SOUTH OF AND
 PS0104'LEVEL WITH THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN
 PS0104'RAILROAD, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 PS0104'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0362 ***********************************************************************
 OQ0362  DESIGNATION -  E 53
 OQ0362  PID         -  OQ0362
 OQ0362  STATE/COUNTY-  SD/MCCOOK
 OQ0362  COUNTRY     -  US
 OQ0362  USGS QUAD   -  UNITYVILLE (2017)
 OQ0362
 OQ0362                         *CURRENT SURVEY CONTROL
 OQ0362  ______________________________________________________________________
 OQ0362* NAD 83(1986) POSITION- 43 49 36.     (N) 097 28 08.     (W)   SCALED
 OQ0362* NAVD 88 ORTHO HEIGHT -   465.923 (meters)     1528.62  (feet) ADJUSTED
 OQ0362  ______________________________________________________________________
 OQ0362  GEOID HEIGHT    -        -25.915 (meters)                     GEOID18
 OQ0362  DYNAMIC HEIGHT  -        465.812 (meters)     1528.25  (feet) COMP
 OQ0362  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 OQ0362
 OQ0362  VERT ORDER      -  SECOND    CLASS 0
 OQ0362
 OQ0362.The horizontal coordinates were scaled from a map and have
 OQ0362.an estimated accuracy of +/- 6 seconds.
 OQ0362
 OQ0362.The orthometric height was determined by differential leveling and
 OQ0362.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0362.in June 1991.
 OQ0362
 OQ0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0362.GEOID18 height accuracy estimate available here.
 OQ0362
 OQ0362.Click photographs - Photos may exist for this station.
 OQ0362
 OQ0362.The dynamic height is computed by dividing the NAVD 88
 OQ0362.geopotential number by the normal gravity value computed on the
 OQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0362.degrees latitude (g = 980.6199 gals.).
 OQ0362
 OQ0362.The modeled gravity was interpolated from observed gravity values.
 OQ0362
 OQ0362;                    North         East    Units  Estimated Accuracy
 OQ0362;SPC SD S     -   169,870.      830,350.      MT  (+/- 180 meters Scaled)
 OQ0362
 OQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP231537(NAD 83)
 OQ0362
 OQ0362                          SUPERSEDED SURVEY CONTROL
 OQ0362
 OQ0362  NGVD 29 (??/??/92)  465.628  (m)         1527.65   (f) ADJ UNCH    2 0
 OQ0362
 OQ0362.Superseded values are not recommended for survey control.
 OQ0362
 OQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0362.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0362
 OQ0362_MARKER: DB = BENCH MARK DISK
 OQ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0362_STAMPING: E 53 1934
 OQ0362_MARK LOGO: CGS
 OQ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0362+STABILITY: SURFACE MOTION
 OQ0362
 OQ0362  HISTORY     - Date     Condition        Report By
 OQ0362  HISTORY     - 1934     MONUMENTED       CGS
 OQ0362  HISTORY     - 1973     GOOD             USGS
 OQ0362
 OQ0362                          STATION DESCRIPTION
 OQ0362
 OQ0362'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OQ0362'2 MI NW FROM UNITYVILLE.
 OQ0362'ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OQ0362'RAILWAY FROM UNITYVILLE, MC COOK COUNTY, AT A NORTH-SOUTH
 OQ0362'ROAD CROSSING, 289 FT. NORTHWEST OF THE CROSSING AND 42 FT.
 OQ0362'NORTHEAST OF THE CENTER LINE OF THE TRACK, 1 FT. NORTH OF A
 OQ0362'WITNESS POST WITH A STANDARD USC AND GS WITNESS SIGN.  A
 OQ0362'STANDARD DISK, STAMPED E 53 1934 AND SET IN THE TOP OF A CONCRETE
 OQ0362'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0495 ***********************************************************************
 PR0495  DESIGNATION -  E 54
 PR0495  PID         -  PR0495
 PR0495  STATE/COUNTY-  SD/LAKE
 PR0495  COUNTRY     -  US
 PR0495  USGS QUAD   -  RAMONA (2017)
 PR0495
 PR0495                         *CURRENT SURVEY CONTROL
 PR0495  ______________________________________________________________________
 PR0495* NAD 83(1986) POSITION- 44 00 46.     (N) 097 11 45.     (W)   SCALED
 PR0495* NAVD 88 ORTHO HEIGHT -   517.756 (meters)     1698.67  (feet) ADJUSTED
 PR0495  ______________________________________________________________________
 PR0495  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 PR0495  DYNAMIC HEIGHT  -        517.632 (meters)     1698.26  (feet) COMP
 PR0495  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 PR0495
 PR0495  VERT ORDER      -  SECOND    CLASS 0
 PR0495
 PR0495.The horizontal coordinates were scaled from a map and have
 PR0495.an estimated accuracy of +/- 6 seconds.
 PR0495
 PR0495.The orthometric height was determined by differential leveling and
 PR0495.adjusted by the NATIONAL GEODETIC SURVEY
 PR0495.in June 1991.
 PR0495
 PR0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0495.GEOID18 height accuracy estimate available here.
 PR0495
 PR0495.Click photographs - Photos may exist for this station.
 PR0495
 PR0495.The dynamic height is computed by dividing the NAVD 88
 PR0495.geopotential number by the normal gravity value computed on the
 PR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0495.degrees latitude (g = 980.6199 gals.).
 PR0495
 PR0495.The modeled gravity was interpolated from observed gravity values.
 PR0495
 PR0495;                    North         East    Units  Estimated Accuracy
 PR0495;SPC SD S     -   191,330.      851,520.      MT  (+/- 180 meters Scaled)
 PR0495
 PR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP446748(NAD 83)
 PR0495
 PR0495                          SUPERSEDED SURVEY CONTROL
 PR0495
 PR0495  NGVD 29 (??/??/92)  517.458  (m)         1697.69   (f) ADJ UNCH    2 0
 PR0495
 PR0495.Superseded values are not recommended for survey control.
 PR0495
 PR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0495.See file dsdata.pdf to determine how the superseded data were derived.
 PR0495
 PR0495_MARKER: DB = BENCH MARK DISK
 PR0495_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0495_SP_SET: BOX CULVERT
 PR0495_STAMPING: E 54 1934
 PR0495_MARK LOGO: CGS
 PR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0495+STABILITY: SURFACE MOTION
 PR0495
 PR0495  HISTORY     - Date     Condition        Report By
 PR0495  HISTORY     - 1934     MONUMENTED       CGS
 PR0495
 PR0495                          STATION DESCRIPTION
 PR0495
 PR0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0495'2.2 MI E FROM JUNIUS.
 PR0495'2.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0495'RAILROAD FROM THE STATION AT JUNIUS, LAKE COUNTY, ABOUT 1-1/2
 PR0495'POLES EAST OF MILEPOST 338, OPPOSITE CULVERT 1042, 72 FEET
 PR0495'NORTH OF THE CENTER LINE OF THE TRACK, AT A BOX CULVERT ON
 PR0495'STATE HIGHWAY 34, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 PR0495'HEAD WALL, AND ABOUT 2 FEET HIGHER THAN THE TRACK LEVEL.  A
 PR0495'STANDARD DISK, STAMPED E 54 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0194 ***********************************************************************
 PR0194  DESIGNATION -  E 55 RESET
 PR0194  PID         -  PR0194
 PR0194  STATE/COUNTY-  SD/BROOKINGS
 PR0194  COUNTRY     -  US
 PR0194  USGS QUAD   -  WHITE (2017)
 PR0194
 PR0194                         *CURRENT SURVEY CONTROL
 PR0194  ______________________________________________________________________
 PR0194* NAD 83(1986) POSITION- 44 22 52.     (N) 096 38 53.     (W)   SCALED
 PR0194* NAVD 88 ORTHO HEIGHT -   525.03  (meters)     1722.5   (feet) RESET
 PR0194  ______________________________________________________________________
 PR0194  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 PR0194  VERT ORDER      -  THIRD
 PR0194
 PR0194.The horizontal coordinates were scaled from a map and have
 PR0194.an estimated accuracy of +/- 6 seconds.
 PR0194
 PR0194.The orthometric height was computed from unverified reset data.
 PR0194
 PR0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0194.GEOID18 height accuracy estimate available here.
 PR0194
 PR0194.Click photographs - Photos may exist for this station.
 PR0194
 PR0194;                    North         East    Units  Estimated Accuracy
 PR0194;SPC SD N     -    66,400.      867,050.      MT  (+/- 180 meters Scaled)
 PR0194
 PR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ873168(NAD 83)
 PR0194
 PR0194                          SUPERSEDED SURVEY CONTROL
 PR0194
 PR0194.No superseded survey control is available for this station.
 PR0194
 PR0194_MARKER: DB = BENCH MARK DISK
 PR0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0194_STAMPING: E 55 RESET 1971
 PR0194_MARK LOGO: CGS
 PR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0194+STABILITY: SURFACE MOTION
 PR0194
 PR0194  HISTORY     - Date     Condition        Report By
 PR0194  HISTORY     - 1971     MONUMENTED       NGS
 PR0194
 PR0194                          STATION DESCRIPTION
 PR0194
 PR0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PR0194'3.8 MI N FROM BUSHNELL.
 PR0194'3.8 MILES NORTH OF BUSHNELL ALONG COUNTY ROAD 25, IN THE CENTER
 PR0194'OF AN EAST-WEST GRASSED WATERWAY, 530 FEET WEST OF A CONCRETE
 PR0194'CULVERT UNDER COUNTY ROAD 25, 1.5 FEET NORTH OF A METAL WITNESS
 PR0194'POST, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES,
 PR0194'WITH A SMALL PILE OF ROCKS SET AROUND THE MARK.  THE CONCRETE
 PR0194'CULVERT IS 0.2 MILE SOUTH OF THE CROSSROAD INTERSECTION OF
 PR0194'COUNTY ROADS 25 AND 8.  THE PROPERTY IS OWNED BY MR. RODNEY
 PR0194'RICHARDSON, AND FARMED BY MR. KENNETH HARTLEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0314 ***********************************************************************
 PR0314  DESIGNATION -  E 56
 PR0314  PID         -  PR0314
 PR0314  STATE/COUNTY-  SD/DEUEL
 PR0314  COUNTRY     -  US
 PR0314  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0314
 PR0314                         *CURRENT SURVEY CONTROL
 PR0314  ______________________________________________________________________
 PR0314* NAD 83(1986) POSITION- 44 51 15.     (N) 096 42 32.     (W)   SCALED
 PR0314* NAVD 88 ORTHO HEIGHT -   574.017 (meters)     1883.25  (feet) ADJUSTED
 PR0314  ______________________________________________________________________
 PR0314  GEOID HEIGHT    -        -25.327 (meters)                     GEOID18
 PR0314  DYNAMIC HEIGHT  -        573.935 (meters)     1882.99  (feet) COMP
 PR0314  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 PR0314
 PR0314  VERT ORDER      -  SECOND    CLASS 0
 PR0314
 PR0314.The horizontal coordinates were scaled from a map and have
 PR0314.an estimated accuracy of +/- 6 seconds.
 PR0314
 PR0314.The orthometric height was determined by differential leveling and
 PR0314.adjusted by the NATIONAL GEODETIC SURVEY
 PR0314.in June 1991.
 PR0314
 PR0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0314.GEOID18 height accuracy estimate available here.
 PR0314
 PR0314.Click photographs - Photos may exist for this station.
 PR0314
 PR0314.The dynamic height is computed by dividing the NAVD 88
 PR0314.geopotential number by the normal gravity value computed on the
 PR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0314.degrees latitude (g = 980.6199 gals.).
 PR0314
 PR0314.The modeled gravity was interpolated from observed gravity values.
 PR0314
 PR0314;                    North         East    Units  Estimated Accuracy
 PR0314;SPC SD N     -   118,720.      860,070.      MT  (+/- 180 meters Scaled)
 PR0314
 PR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ810693(NAD 83)
 PR0314
 PR0314                          SUPERSEDED SURVEY CONTROL
 PR0314
 PR0314  NGVD 29 (??/??/92)  573.757  (m)         1882.40   (f) ADJ UNCH    2 0
 PR0314
 PR0314.Superseded values are not recommended for survey control.
 PR0314
 PR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0314.See file dsdata.pdf to determine how the superseded data were derived.
 PR0314
 PR0314_MARKER: DB = BENCH MARK DISK
 PR0314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0314_SP_SET: CULVERT HEADWALL
 PR0314_STAMPING: E 56 1934
 PR0314_MARK LOGO: CGS
 PR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0314+STABILITY: SURFACE MOTION
 PR0314
 PR0314  HISTORY     - Date     Condition        Report By
 PR0314  HISTORY     - 1934     MONUMENTED       CGS
 PR0314  HISTORY     - 1973     GOOD             USGS
 PR0314
 PR0314                          STATION DESCRIPTION
 PR0314
 PR0314'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0314'2 MI NW FROM ALTAMONT.
 PR0314'ALTAMONT 0.7 MILE NORTH, 1.3 MILE WEST OF, T 116 N, R 49 W, IN
 PR0314'THE NE 1/4 OF SECTION 16, ON A STATE GAME PRODUCTION AREA, SET
 PR0314'IN THE CENTER OF THE SOUTH HEADWALL 3.5 FEET LOWER THAN THE
 PR0314'ABANDON RR GRADE, A STD DISK STAMPED E56 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0642 ***********************************************************************
 PR0642  DESIGNATION -  E 57
 PR0642  PID         -  PR0642
 PR0642  STATE/COUNTY-  SD/CLARK
 PR0642  COUNTRY     -  US
 PR0642  USGS QUAD   -  GARDEN CITY (2017)
 PR0642
 PR0642                         *CURRENT SURVEY CONTROL
 PR0642  ______________________________________________________________________
 PR0642* NAD 83(1986) POSITION- 44 56 01.     (N) 097 35 02.     (W)   SCALED
 PR0642* NAVD 88 ORTHO HEIGHT -   559.695 (meters)     1836.27  (feet) ADJUSTED
 PR0642  ______________________________________________________________________
 PR0642  GEOID HEIGHT    -        -24.761 (meters)                     GEOID18
 PR0642  DYNAMIC HEIGHT  -        559.612 (meters)     1835.99  (feet) COMP
 PR0642  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 PR0642
 PR0642  VERT ORDER      -  SECOND    CLASS 0
 PR0642
 PR0642.The horizontal coordinates were scaled from a map and have
 PR0642.an estimated accuracy of +/- 6 seconds.
 PR0642
 PR0642.The orthometric height was determined by differential leveling and
 PR0642.adjusted by the NATIONAL GEODETIC SURVEY
 PR0642.in June 1991.
 PR0642
 PR0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0642.GEOID18 height accuracy estimate available here.
 PR0642
 PR0642.Click photographs - Photos may exist for this station.
 PR0642
 PR0642.The dynamic height is computed by dividing the NAVD 88
 PR0642.geopotential number by the normal gravity value computed on the
 PR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0642.degrees latitude (g = 980.6199 gals.).
 PR0642
 PR0642.The modeled gravity was interpolated from observed gravity values.
 PR0642
 PR0642;                    North         East    Units  Estimated Accuracy
 PR0642;SPC SD N     -   125,110.      790,680.      MT  (+/- 180 meters Scaled)
 PR0642
 PR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ117765(NAD 83)
 PR0642
 PR0642                          SUPERSEDED SURVEY CONTROL
 PR0642
 PR0642  NGVD 29 (??/??/92)  559.384  (m)         1835.25   (f) ADJ UNCH    2 0
 PR0642
 PR0642.Superseded values are not recommended for survey control.
 PR0642
 PR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0642.See file dsdata.pdf to determine how the superseded data were derived.
 PR0642
 PR0642_MARKER: DB = BENCH MARK DISK
 PR0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0642_STAMPING: E 57 1934
 PR0642_MARK LOGO: CGS
 PR0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0642+STABILITY: SURFACE MOTION
 PR0642
 PR0642  HISTORY     - Date     Condition        Report By
 PR0642  HISTORY     - 1934     MONUMENTED       CGS
 PR0642  HISTORY     - 1973     GOOD             USGS
 PR0642
 PR0642                          STATION DESCRIPTION
 PR0642
 PR0642'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0642'1.7 MI S FROM GARDEN CITY.
 PR0642'1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0642'PACIFIC RAILROAD FROM THE STATION AT GARDEN CITY, NEAR THE 1/4 SEC.
 PR0642'CORNER BETWEEN SECTIONS 17 AND 20, T-117N, R-56W, NEAR THE
 PR0642'CROSSING OF A GRAVEL ROAD AND THE TRACK, 442 FT. SOUTH AND
 PR0642'40 FT. EAST OF, 2 FT. WEST OF A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0606 ***********************************************************************
 PR0606  DESIGNATION -  E 58
 PR0606  PID         -  PR0606
 PR0606  STATE/COUNTY-  SD/CLARK
 PR0606  COUNTRY     -  US
 PR0606  USGS QUAD   -  CLARK NORTH (2017)
 PR0606
 PR0606                         *CURRENT SURVEY CONTROL
 PR0606  ______________________________________________________________________
 PR0606* NAD 83(1986) POSITION- 44 53 15.     (N) 097 39 58.     (W)   SCALED
 PR0606* NAVD 88 ORTHO HEIGHT -   545.488 (meters)     1789.66  (feet) ADJUSTED
 PR0606  ______________________________________________________________________
 PR0606  GEOID HEIGHT    -        -24.657 (meters)                     GEOID18
 PR0606  DYNAMIC HEIGHT  -        545.408 (meters)     1789.39  (feet) COMP
 PR0606  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR0606
 PR0606  VERT ORDER      -  SECOND    CLASS 0
 PR0606
 PR0606.The horizontal coordinates were scaled from a map and have
 PR0606.an estimated accuracy of +/- 6 seconds.
 PR0606
 PR0606.The orthometric height was determined by differential leveling and
 PR0606.adjusted by the NATIONAL GEODETIC SURVEY
 PR0606.in June 1991.
 PR0606
 PR0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0606.GEOID18 height accuracy estimate available here.
 PR0606
 PR0606.Click photographs - Photos may exist for this station.
 PR0606
 PR0606.The dynamic height is computed by dividing the NAVD 88
 PR0606.geopotential number by the normal gravity value computed on the
 PR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0606.degrees latitude (g = 980.6199 gals.).
 PR0606
 PR0606.The modeled gravity was interpolated from observed gravity values.
 PR0606
 PR0606;                    North         East    Units  Estimated Accuracy
 PR0606;SPC SD N     -   119,800.      784,340.      MT  (+/- 180 meters Scaled)
 PR0606
 PR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ053713(NAD 83)
 PR0606
 PR0606                          SUPERSEDED SURVEY CONTROL
 PR0606
 PR0606  NGVD 29 (??/??/92)  545.176  (m)         1788.63   (f) ADJ UNCH    2 0
 PR0606
 PR0606.Superseded values are not recommended for survey control.
 PR0606
 PR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0606.See file dsdata.pdf to determine how the superseded data were derived.
 PR0606
 PR0606_MARKER: DB = BENCH MARK DISK
 PR0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0606_STAMPING: E 58 1934
 PR0606_MARK LOGO: CGS
 PR0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0606+STABILITY: SURFACE MOTION
 PR0606
 PR0606  HISTORY     - Date     Condition        Report By
 PR0606  HISTORY     - 1934     MONUMENTED       CGS
 PR0606  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0606  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PR0606
 PR0606                          STATION DESCRIPTION
 PR0606
 PR0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0606'3.3 MI E FROM CLARK.
 PR0606'3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0606'THE STATION AT CLARK, CLARK COUNTY, ABOUT 675 FEET EAST OF
 PR0606'BRIDGE D 407, 35 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 PR0606'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0606'E 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0606
 PR0606                          STATION RECOVERY (1973)
 PR0606
 PR0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0606'MARK NOT FOUND.
 PR0606
 PR0606                          STATION RECOVERY (1995)
 PR0606
 PR0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0606'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PR0606'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0026 ***********************************************************************
 PS0026  DESIGNATION -  E 59
 PS0026  PID         -  PS0026
 PS0026  STATE/COUNTY-  SD/SPINK
 PS0026  COUNTRY     -  US
 PS0026  USGS QUAD   -  ASHTON (2017)
 PS0026
 PS0026                         *CURRENT SURVEY CONTROL
 PS0026  ______________________________________________________________________
 PS0026* NAD 83(1986) POSITION- 44 52 33.75   (N) 098 25 25.76   (W)   HD_HELD1
 PS0026* NAVD 88 ORTHO HEIGHT -   393.895 (meters)     1292.30  (feet) ADJUSTED
 PS0026  ______________________________________________________________________
 PS0026  GEOID HEIGHT    -        -24.310 (meters)                     GEOID18
 PS0026  DYNAMIC HEIGHT  -        393.852 (meters)     1292.16  (feet) COMP
 PS0026  MODELED GRAVITY -    980,497.7   (mgal)                       NAVD 88
 PS0026
 PS0026  VERT ORDER      -  SECOND    CLASS 0
 PS0026
 PS0026.The horizontal coordinates were determined by differentially corrected
 PS0026.hand held GPS observations or other comparable positioning techniques
 PS0026.and have an estimated accuracy of +/- 3 meters.
 PS0026
 PS0026.The orthometric height was determined by differential leveling and
 PS0026.adjusted by the NATIONAL GEODETIC SURVEY
 PS0026.in June 1991.
 PS0026
 PS0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0026.GEOID18 height accuracy estimate available here.
 PS0026
 PS0026.Click photographs - Photos may exist for this station.
 PS0026
 PS0026.The dynamic height is computed by dividing the NAVD 88
 PS0026.geopotential number by the normal gravity value computed on the
 PS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0026.degrees latitude (g = 980.6199 gals.).
 PS0026
 PS0026.The modeled gravity was interpolated from observed gravity values.
 PS0026
 PS0026;                    North         East    Units  Estimated Accuracy
 PS0026;SPC SD N     -   117,080.2     724,529.4     MT  (+/- 3 meters HH1 GPS) 
 PS0026
 PS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4550969341(NAD 83)
 PS0026
 PS0026                          SUPERSEDED SURVEY CONTROL
 PS0026
 PS0026  NGVD 29 (??/??/92)  393.605  (m)         1291.35   (f) ADJ UNCH    2 0
 PS0026
 PS0026.Superseded values are not recommended for survey control.
 PS0026
 PS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0026.See file dsdata.pdf to determine how the superseded data were derived.
 PS0026
 PS0026_MARKER: DB = BENCH MARK DISK
 PS0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0026_STAMPING: E 59 1934
 PS0026_MARK LOGO: CGS
 PS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0026+STABILITY: SURFACE MOTION
 PS0026
 PS0026  HISTORY     - Date     Condition        Report By
 PS0026  HISTORY     - 1934     MONUMENTED       CGS
 PS0026  HISTORY     - 1966     MARK NOT FOUND   USGS
 PS0026  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0026
 PS0026                          STATION DESCRIPTION
 PS0026
 PS0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0026'4.5 MI E FROM REDFIELD.
 PS0026'ABOUT 4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0026'FROM THE COURTHOUSE AT REDFIELD, SPINK COUNTY, ABOUT 20 POLES
 PS0026'WEST OF MILEPOST 385, ABOUT 250 FEET WEST OF A ROAD CROSSING,
 PS0026'40 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 PS0026'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED E 59 1934 AND
 PS0026'SET IN THE TOP OF A CONCRETE POST.
 PS0026
 PS0026                          STATION RECOVERY (1966)
 PS0026
 PS0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0026'MARK NOT FOUND.
 PS0026
 PS0026                          STATION RECOVERY (1995)
 PS0026
 PS0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0026'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0356 ***********************************************************************
 OQ0356  DESIGNATION -  E 6
 OQ0356  PID         -  OQ0356
 OQ0356  STATE/COUNTY-  SD/MCCOOK
 OQ0356  COUNTRY     -  US
 OQ0356  USGS QUAD   -  SPENCER (2017)
 OQ0356
 OQ0356                         *CURRENT SURVEY CONTROL
 OQ0356  ______________________________________________________________________
 OQ0356* NAD 83(1986) POSITION- 43 43 26.     (N) 097 30 31.     (W)   SCALED
 OQ0356* NAVD 88 ORTHO HEIGHT -   442.853 (meters)     1452.93  (feet) ADJUSTED
 OQ0356  ______________________________________________________________________
 OQ0356  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 OQ0356  DYNAMIC HEIGHT  -        442.747 (meters)     1452.58  (feet) COMP
 OQ0356  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 OQ0356
 OQ0356  VERT ORDER      -  FIRST     CLASS II
 OQ0356
 OQ0356.The horizontal coordinates were scaled from a map and have
 OQ0356.an estimated accuracy of +/- 6 seconds.
 OQ0356
 OQ0356.The orthometric height was determined by differential leveling and
 OQ0356.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0356.in June 1991.
 OQ0356
 OQ0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0356.GEOID18 height accuracy estimate available here.
 OQ0356
 OQ0356.Click photographs - Photos may exist for this station.
 OQ0356
 OQ0356.The dynamic height is computed by dividing the NAVD 88
 OQ0356.geopotential number by the normal gravity value computed on the
 OQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0356.degrees latitude (g = 980.6199 gals.).
 OQ0356
 OQ0356.The modeled gravity was interpolated from observed gravity values.
 OQ0356
 OQ0356;                    North         East    Units  Estimated Accuracy
 OQ0356;SPC SD S     -   158,350.      827,540.      MT  (+/- 180 meters Scaled)
 OQ0356
 OQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP201422(NAD 83)
 OQ0356
 OQ0356                          SUPERSEDED SURVEY CONTROL
 OQ0356
 OQ0356  NGVD 29 (??/??/92)  442.566  (m)         1451.99   (f) ADJ UNCH    1 2
 OQ0356
 OQ0356.Superseded values are not recommended for survey control.
 OQ0356
 OQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0356.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0356
 OQ0356_MARKER: DB = BENCH MARK DISK
 OQ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0356_STAMPING: 1451.985 E 6 1925
 OQ0356_MARK LOGO: CGS
 OQ0356_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0356+STABILITY: SURFACE MOTION
 OQ0356
 OQ0356  HISTORY     - Date     Condition        Report By
 OQ0356  HISTORY     - 1925     MONUMENTED       CGS
 OQ0356  HISTORY     - 1973     MARK NOT FOUND   USGS
 OQ0356
 OQ0356                          STATION DESCRIPTION
 OQ0356
 OQ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0356'5.8 MI W FROM SALEM.
 OQ0356'ABOUT 5 3/4 MILES WEST ALONG THE SOO LINE RAILROAD, FROM SALEM,
 OQ0356'MC COOK COUNTY, 72 FEET NORTHWEST OF THE NORTH END OF CULVERT
 OQ0356'P 233, AT A SECTION-LINE ROAD CROSSING, 68 FEET NORTH OF THE
 OQ0356'CENTER LINE OF THE TRACK, 32.8 FEET EAST OF THE CENTER LINE
 OQ0356'OF THE ROAD, 13 FEET NORTH OF A POLE, AT THE SOUTHWEST CORNER
 OQ0356'OF A FIELD, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD
 OQ0356'DISK, STAMPED 1451.985 E 6 1925, AND SET IN THE TOP OF A
 OQ0356'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OQ0356'NOTE-- DESCRIPTION PUTS MARK IN ROAD FILL THAT HAS BEEN
 OQ0356'CONSTRUCTED SINCE THE MARK WAS ESTABLISHED.
 OQ0356
 OQ0356                          STATION RECOVERY (1973)
 OQ0356
 OQ0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OQ0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0415 ***********************************************************************
 OS0415  DESIGNATION -  E 6 O
 OS0415  PID         -  OS0415
 OS0415  STATE/COUNTY-  SD/JACKSON
 OS0415  COUNTRY     -  US
 OS0415  USGS QUAD   -  KADOKA (2017)
 OS0415
 OS0415                         *CURRENT SURVEY CONTROL
 OS0415  ______________________________________________________________________
 OS0415* NAD 83(1986) POSITION- 43 50 04.     (N) 101 33 42.     (W)   SCALED
 OS0415* NAVD 88 ORTHO HEIGHT -   740.429 (meters)     2429.22  (feet) ADJUSTED
 OS0415  ______________________________________________________________________
 OS0415  GEOID HEIGHT    -        -21.424 (meters)                     GEOID18
 OS0415  DYNAMIC HEIGHT  -        740.192 (meters)     2428.45  (feet) COMP
 OS0415  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 OS0415
 OS0415  VERT ORDER      -  FIRST     CLASS II
 OS0415
 OS0415.The horizontal coordinates were scaled from a map and have
 OS0415.an estimated accuracy of +/- 6 seconds.
 OS0415
 OS0415.The orthometric height was determined by differential leveling and
 OS0415.adjusted by the NATIONAL GEODETIC SURVEY
 OS0415.in June 1991.
 OS0415
 OS0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0415.GEOID18 height accuracy estimate available here.
 OS0415
 OS0415.Click photographs - Photos may exist for this station.
 OS0415
 OS0415.The dynamic height is computed by dividing the NAVD 88
 OS0415.geopotential number by the normal gravity value computed on the
 OS0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0415.degrees latitude (g = 980.6199 gals.).
 OS0415
 OS0415.The modeled gravity was interpolated from observed gravity values.
 OS0415
 OS0415;                    North         East    Units  Estimated Accuracy
 OS0415;SPC SD S     -   167,490.      501,220.      MT  (+/- 180 meters Scaled)
 OS0415
 OS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP940566(NAD 83)
 OS0415
 OS0415                          SUPERSEDED SURVEY CONTROL
 OS0415
 OS0415  NGVD 29 (??/??/92)  739.98   (m)         2427.8    (f) COMPUTED    1 2
 OS0415
 OS0415.Superseded values are not recommended for survey control.
 OS0415
 OS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0415.See file dsdata.pdf to determine how the superseded data were derived.
 OS0415
 OS0415_MARKER: DS = TRIANGULATION STATION DISK
 OS0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0415_STAMPING: E 6 O 1961
 OS0415_MARK LOGO: CGS
 OS0415_PROJECTION: FLUSH
 OS0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0415+STABILITY: SURFACE MOTION
 OS0415
 OS0415  HISTORY     - Date     Condition        Report By
 OS0415  HISTORY     - 1961     MONUMENTED       CGS
 OS0415  HISTORY     - 1962     GOOD             CGS
 OS0415
 OS0415                          STATION DESCRIPTION
 OS0415
 OS0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0415'3.2 MI W FROM KADOKA.
 OS0415'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0415'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 2.65
 OS0415'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0415'ON THE TOP OF A KNOLL, 400 FEET SOUTH OF THE CENTERLINE OF THE
 OS0415'HIGHWAY, 67 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD,
 OS0415'64 FEET EAST OF THE EAST END OF A CATTLE GUARD, 43.8 FEET SOUTHEAST
 OS0415'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD,
 OS0415'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0416 ***********************************************************************
 OS0416  DESIGNATION -  E 6 O RM 1
 OS0416  PID         -  OS0416
 OS0416  STATE/COUNTY-  SD/JACKSON
 OS0416  COUNTRY     -  US
 OS0416  USGS QUAD   -  KADOKA (2017)
 OS0416
 OS0416                         *CURRENT SURVEY CONTROL
 OS0416  ______________________________________________________________________
 OS0416* NAD 83(1986) POSITION- 43 50 04.     (N) 101 33 42.     (W)   SCALED
 OS0416* NAVD 88 ORTHO HEIGHT -   740.160 (meters)     2428.34  (feet) ADJUSTED
 OS0416  ______________________________________________________________________
 OS0416  GEOID HEIGHT    -        -21.424 (meters)                     GEOID18
 OS0416  DYNAMIC HEIGHT  -        739.923 (meters)     2427.56  (feet) COMP
 OS0416  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 OS0416
 OS0416  VERT ORDER      -  FIRST     CLASS II
 OS0416
 OS0416.The horizontal coordinates were scaled from a map and have
 OS0416.an estimated accuracy of +/- 6 seconds.
 OS0416
 OS0416.The orthometric height was determined by differential leveling and
 OS0416.adjusted by the NATIONAL GEODETIC SURVEY
 OS0416.in June 1991.
 OS0416
 OS0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0416.GEOID18 height accuracy estimate available here.
 OS0416
 OS0416.Click photographs - Photos may exist for this station.
 OS0416
 OS0416.The dynamic height is computed by dividing the NAVD 88
 OS0416.geopotential number by the normal gravity value computed on the
 OS0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0416.degrees latitude (g = 980.6199 gals.).
 OS0416
 OS0416.The modeled gravity was interpolated from observed gravity values.
 OS0416
 OS0416;                    North         East    Units  Estimated Accuracy
 OS0416;SPC SD S     -   167,490.      501,220.      MT  (+/- 180 meters Scaled)
 OS0416
 OS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP940566(NAD 83)
 OS0416
 OS0416                          SUPERSEDED SURVEY CONTROL
 OS0416
 OS0416  NGVD 29 (??/??/92)  739.71   (m)         2426.9    (f) COMPUTED    1 2
 OS0416
 OS0416.Superseded values are not recommended for survey control.
 OS0416
 OS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0416.See file dsdata.pdf to determine how the superseded data were derived.
 OS0416
 OS0416_MARKER: DR = REFERENCE MARK DISK
 OS0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0416_STAMPING: E 6 O NO 1 1961
 OS0416_MARK LOGO: CGS
 OS0416_PROJECTION: FLUSH
 OS0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0416+STABILITY: SURFACE MOTION
 OS0416
 OS0416  HISTORY     - Date     Condition        Report By
 OS0416  HISTORY     - 1961     MONUMENTED       CGS
 OS0416  HISTORY     - 1962     GOOD             CGS
 OS0416
 OS0416                          STATION DESCRIPTION
 OS0416
 OS0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0416'3.2 MI W FROM KADOKA.
 OS0416'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0416'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 2.65
 OS0416'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0416'ON THE TOP OF A KNOLL, 92 FEET EAST OF THE CENTERLINE OF A
 OS0416'NORTH-SOUTH ROAD, 61 FEET EAST OF A FENCE, 45.2 FEET NORTH-NORTHEAST
 OS0416'OF E60 1961, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN
 OS0416'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0414 ***********************************************************************
 OS0414  DESIGNATION -  E 6 O RM 2
 OS0414  PID         -  OS0414
 OS0414  STATE/COUNTY-  SD/JACKSON
 OS0414  COUNTRY     -  US
 OS0414  USGS QUAD   -  KADOKA (2017)
 OS0414
 OS0414                         *CURRENT SURVEY CONTROL
 OS0414  ______________________________________________________________________
 OS0414* NAD 83(1986) POSITION- 43 50 04.     (N) 101 33 42.     (W)   SCALED
 OS0414* NAVD 88 ORTHO HEIGHT -   740.528 (meters)     2429.55  (feet) ADJUSTED
 OS0414  ______________________________________________________________________
 OS0414  GEOID HEIGHT    -        -21.424 (meters)                     GEOID18
 OS0414  DYNAMIC HEIGHT  -        740.291 (meters)     2428.77  (feet) COMP
 OS0414  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 OS0414
 OS0414  VERT ORDER      -  FIRST     CLASS II
 OS0414
 OS0414.The horizontal coordinates were scaled from a map and have
 OS0414.an estimated accuracy of +/- 6 seconds.
 OS0414
 OS0414.The orthometric height was determined by differential leveling and
 OS0414.adjusted by the NATIONAL GEODETIC SURVEY
 OS0414.in June 1991.
 OS0414
 OS0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0414.GEOID18 height accuracy estimate available here.
 OS0414
 OS0414.Click photographs - Photos may exist for this station.
 OS0414
 OS0414.The dynamic height is computed by dividing the NAVD 88
 OS0414.geopotential number by the normal gravity value computed on the
 OS0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0414.degrees latitude (g = 980.6199 gals.).
 OS0414
 OS0414.The modeled gravity was interpolated from observed gravity values.
 OS0414
 OS0414;                    North         East    Units  Estimated Accuracy
 OS0414;SPC SD S     -   167,490.      501,220.      MT  (+/- 180 meters Scaled)
 OS0414
 OS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP940566(NAD 83)
 OS0414
 OS0414                          SUPERSEDED SURVEY CONTROL
 OS0414
 OS0414  NGVD 29 (??/??/92)  740.08   (m)         2428.1    (f) COMPUTED    1 2
 OS0414
 OS0414.Superseded values are not recommended for survey control.
 OS0414
 OS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0414.See file dsdata.pdf to determine how the superseded data were derived.
 OS0414
 OS0414_MARKER: DR = REFERENCE MARK DISK
 OS0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0414_STAMPING: E 6 O NO 2 1961
 OS0414_MARK LOGO: CGS
 OS0414_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0414+STABILITY: SURFACE MOTION
 OS0414
 OS0414  HISTORY     - Date     Condition        Report By
 OS0414  HISTORY     - 1961     MONUMENTED       CGS
 OS0414  HISTORY     - 1962     GOOD             CGS
 OS0414
 OS0414                          STATION DESCRIPTION
 OS0414
 OS0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0414'3.2 MI W FROM KADOKA.
 OS0414'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0414'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 2.65
 OS0414'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0414'ON THE TOP OF THE KNOLL, 38.6 FEET WEST-NORTHWEST OF E60 1961,
 OS0414'34 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 29 FEET
 OS0414'EAST OF THE EAST END OF A CATTLE GUARD, 5.4 FEET SOUTHEAST OF
 OS0414'A METAL WITNESS POST, 1 1/2 FEET EAST OF A FENCE, ABOUT LEVEL WITH
 OS0414'THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0414'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0418 ***********************************************************************
 OS0418  DESIGNATION -  E 6 P
 OS0418  PID         -  OS0418
 OS0418  STATE/COUNTY-  SD/JACKSON
 OS0418  COUNTRY     -  US
 OS0418  USGS QUAD   -  KADOKA (2017)
 OS0418
 OS0418                         *CURRENT SURVEY CONTROL
 OS0418  ______________________________________________________________________
 OS0418* NAD 83(1986) POSITION- 43 49 51.     (N) 101 33 43.     (W)   SCALED
 OS0418* NAVD 88 ORTHO HEIGHT -   739.709 (meters)     2426.86  (feet) ADJUSTED
 OS0418  ______________________________________________________________________
 OS0418  GEOID HEIGHT    -        -21.421 (meters)                     GEOID18
 OS0418  DYNAMIC HEIGHT  -        739.473 (meters)     2426.09  (feet) COMP
 OS0418  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 OS0418
 OS0418  VERT ORDER      -  FIRST     CLASS II
 OS0418
 OS0418.The horizontal coordinates were scaled from a map and have
 OS0418.an estimated accuracy of +/- 6 seconds.
 OS0418
 OS0418.The orthometric height was determined by differential leveling and
 OS0418.adjusted by the NATIONAL GEODETIC SURVEY
 OS0418.in June 1991.
 OS0418
 OS0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0418.GEOID18 height accuracy estimate available here.
 OS0418
 OS0418.Click photographs - Photos may exist for this station.
 OS0418
 OS0418.The dynamic height is computed by dividing the NAVD 88
 OS0418.geopotential number by the normal gravity value computed on the
 OS0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0418.degrees latitude (g = 980.6199 gals.).
 OS0418
 OS0418.The modeled gravity was interpolated from observed gravity values.
 OS0418
 OS0418;                    North         East    Units  Estimated Accuracy
 OS0418;SPC SD S     -   167,090.      501,190.      MT  (+/- 180 meters Scaled)
 OS0418
 OS0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP940562(NAD 83)
 OS0418
 OS0418                          SUPERSEDED SURVEY CONTROL
 OS0418
 OS0418  NGVD 29 (??/??/92)  739.26   (m)         2425.4    (f) COMPUTED    1 2
 OS0418
 OS0418.Superseded values are not recommended for survey control.
 OS0418
 OS0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0418.See file dsdata.pdf to determine how the superseded data were derived.
 OS0418
 OS0418_MARKER: DS = TRIANGULATION STATION DISK
 OS0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0418_STAMPING: E 6 P 1961
 OS0418_MARK LOGO: CGS
 OS0418_PROJECTION: FLUSH
 OS0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0418+STABILITY: SURFACE MOTION
 OS0418
 OS0418  HISTORY     - Date     Condition        Report By
 OS0418  HISTORY     - 1961     MONUMENTED       CGS
 OS0418  HISTORY     - 1962     GOOD             CGS
 OS0418
 OS0418                          STATION DESCRIPTION
 OS0418
 OS0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0418'3.4 MI W FROM KADOKA.
 OS0418'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0418'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 2.65
 OS0418'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0418'THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, ON THE CREST OF A SMALL
 OS0418'HILL, 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.9 FEET SOUTHEAST
 OS0418'OF A METAL WITNESS POST, 3 1/2 FEET EAST OF A FENCE, ABOUT LEVEL
 OS0418'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 OS0418'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0421 ***********************************************************************
 OS0421  DESIGNATION -  E 6 P AZ MK 2
 OS0421  PID         -  OS0421
 OS0421  STATE/COUNTY-  SD/JACKSON
 OS0421  COUNTRY     -  US
 OS0421  USGS QUAD   -  KADOKA (2017)
 OS0421
 OS0421                         *CURRENT SURVEY CONTROL
 OS0421  ______________________________________________________________________
 OS0421* NAD 83(1986) POSITION- 43 50 09.     (N) 101 32 22.     (W)   SCALED
 OS0421* NAVD 88 ORTHO HEIGHT -   751.190 (meters)     2464.53  (feet) ADJUSTED
 OS0421  ______________________________________________________________________
 OS0421  GEOID HEIGHT    -        -21.508 (meters)                     GEOID18
 OS0421  DYNAMIC HEIGHT  -        750.949 (meters)     2463.74  (feet) COMP
 OS0421  MODELED GRAVITY -    980,273.0   (mgal)                       NAVD 88
 OS0421
 OS0421  VERT ORDER      -  FIRST     CLASS II
 OS0421
 OS0421.The horizontal coordinates were scaled from a map and have
 OS0421.an estimated accuracy of +/- 6 seconds.
 OS0421
 OS0421.The orthometric height was determined by differential leveling and
 OS0421.adjusted by the NATIONAL GEODETIC SURVEY
 OS0421.in September 1993.
 OS0421
 OS0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0421.GEOID18 height accuracy estimate available here.
 OS0421
 OS0421.Click photographs - Photos may exist for this station.
 OS0421
 OS0421.The dynamic height is computed by dividing the NAVD 88
 OS0421.geopotential number by the normal gravity value computed on the
 OS0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0421.degrees latitude (g = 980.6199 gals.).
 OS0421
 OS0421.The modeled gravity was interpolated from observed gravity values.
 OS0421
 OS0421;                    North         East    Units  Estimated Accuracy
 OS0421;SPC SD S     -   167,620.      503,010.      MT  (+/- 180 meters Scaled)
 OS0421
 OS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP958567(NAD 83)
 OS0421
 OS0421                          SUPERSEDED SURVEY CONTROL
 OS0421
 OS0421  NAVD 88 (06/15/91)  751.207  (m)         2464.59   (f) SUPERSEDED  1 2
 OS0421
 OS0421.Superseded values are not recommended for survey control.
 OS0421
 OS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0421.See file dsdata.pdf to determine how the superseded data were derived.
 OS0421
 OS0421_MARKER: DZ = AZIMUTH MARK DISK
 OS0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0421_STAMPING: E 6 P 1961 AZ 2 1967
 OS0421_MARK LOGO: CGS
 OS0421_PROJECTION: FLUSH
 OS0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0421+STABILITY: SURFACE MOTION
 OS0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0421+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0421
 OS0421  HISTORY     - Date     Condition        Report By
 OS0421  HISTORY     - 1967     MONUMENTED       CGS
 OS0421  HISTORY     - 1985     GOOD             NGS
 OS0421  HISTORY     - 19910713 GOOD             NGS
 OS0421  HISTORY     - 20130116 GOOD             INDIV
 OS0421
 OS0421                          STATION DESCRIPTION
 OS0421
 OS0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OS0421'1.5 MI W FROM KADOKA.
 OS0421'0.9 MILE WEST ALONG OLD U.S. HIGHWAY 16 FROM ITS JUNCTION WITH
 OS0421'STATE HIGHWAY 73 AT THE NORTHWEST EDGE OF KADOKA, ABOUT 99 FEET
 OS0421'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, ACROSS THE HIGHWAY FROM
 OS0421'TELEPHONE POLE NO. 710, 1.5 FEET EAST OF A METAL WITNESS POST
 OS0421'AND 1 FOOT NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD AZIMUTH
 OS0421'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS ABOUT
 OS0421'FLUSH.
 OS0421
 OS0421                          STATION RECOVERY (1985)
 OS0421
 OS0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0421'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 OS0421'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 OS0421'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0421'KADOKA, AT A POINT WHERE THE FRONTAGE ROAD AND THE HIGHWAY COME
 OS0421'TOGETHER, 0.6 KM (0.4 MI) EAST OF MILEPOST 149, 86.0 METERS (282 FT)
 OS0421'SOUTHEAST ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY
 OS0421'CENTERLINE, 30.2 METERS (99 FT) SOUTH OF THE CENTER OF THE FRONTAGE
 OS0421'ROAD, 14.8 METERS (48.5 FT) EAST OF A POWER POLE, 0.5 METER (1.5 FT)
 OS0421'EAST OF THE EAST END OF A RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1
 OS0421'FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--MARK IS STAMPED AS SHOWN
 OS0421'ABOVE, SHOULD HAVE BEEN STAMPED E 6 P 1961 AZ 2 1967.
 OS0421'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 OS0421
 OS0421                          STATION RECOVERY (1991)
 OS0421
 OS0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0421'1.3 KM (0.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0421'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.6 KM (0.35 MI)
 OS0421'EAST OF MILEPOST 149, 86.0 M (282.2 FT) SOUTH-SOUTHEAST OF THE
 OS0421'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 30.2 M (99.1 FT)
 OS0421'SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 14.7 M (48.2 FT) EAST OF
 OS0421'A UTILITY POLE, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, 0.3 M
 OS0421'(1.0 FT) BELOW THE LEVEL OF THE FRONTAGE ROAD, 0.3 M (1.0 FT) NORTH
 OS0421'OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0421
 OS0421                          STATION RECOVERY (2013)
 OS0421
 OS0421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0419 ***********************************************************************
 OS0419  DESIGNATION -  E 6 P RM 1
 OS0419  PID         -  OS0419
 OS0419  STATE/COUNTY-  SD/JACKSON
 OS0419  COUNTRY     -  US
 OS0419  USGS QUAD   -  KADOKA (2017)
 OS0419
 OS0419                         *CURRENT SURVEY CONTROL
 OS0419  ______________________________________________________________________
 OS0419* NAD 83(1986) POSITION- 43 49 51.     (N) 101 33 43.     (W)   SCALED
 OS0419* NAVD 88 ORTHO HEIGHT -   739.246 (meters)     2425.34  (feet) ADJUSTED
 OS0419  ______________________________________________________________________
 OS0419  GEOID HEIGHT    -        -21.421 (meters)                     GEOID18
 OS0419  DYNAMIC HEIGHT  -        739.009 (meters)     2424.57  (feet) COMP
 OS0419  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 OS0419
 OS0419  VERT ORDER      -  FIRST     CLASS II
 OS0419
 OS0419.The horizontal coordinates were scaled from a map and have
 OS0419.an estimated accuracy of +/- 6 seconds.
 OS0419
 OS0419.The orthometric height was determined by differential leveling and
 OS0419.adjusted by the NATIONAL GEODETIC SURVEY
 OS0419.in June 1991.
 OS0419
 OS0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0419.GEOID18 height accuracy estimate available here.
 OS0419
 OS0419.Click photographs - Photos may exist for this station.
 OS0419
 OS0419.The dynamic height is computed by dividing the NAVD 88
 OS0419.geopotential number by the normal gravity value computed on the
 OS0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0419.degrees latitude (g = 980.6199 gals.).
 OS0419
 OS0419.The modeled gravity was interpolated from observed gravity values.
 OS0419
 OS0419;                    North         East    Units  Estimated Accuracy
 OS0419;SPC SD S     -   167,090.      501,190.      MT  (+/- 180 meters Scaled)
 OS0419
 OS0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP940562(NAD 83)
 OS0419
 OS0419                          SUPERSEDED SURVEY CONTROL
 OS0419
 OS0419  NGVD 29 (??/??/92)  738.79   (m)         2423.8    (f) COMPUTED    1 2
 OS0419
 OS0419.Superseded values are not recommended for survey control.
 OS0419
 OS0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0419.See file dsdata.pdf to determine how the superseded data were derived.
 OS0419
 OS0419_MARKER: DR = REFERENCE MARK DISK
 OS0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0419_STAMPING: E 6 P NO 1 1961
 OS0419_MARK LOGO: CGS
 OS0419_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0419+STABILITY: SURFACE MOTION
 OS0419
 OS0419  HISTORY     - Date     Condition        Report By
 OS0419  HISTORY     - 1961     MONUMENTED       CGS
 OS0419  HISTORY     - 1962     GOOD             CGS
 OS0419
 OS0419                          STATION DESCRIPTION
 OS0419
 OS0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0419'3.4 MI W FROM KADOKA.
 OS0419'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0419'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 2.65
 OS0419'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0419'THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, 67 FEET EAST OF E6P 1961,
 OS0419'38 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 1 FOOT BELOW THE
 OS0419'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0419'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0417 ***********************************************************************
 OS0417  DESIGNATION -  E 6 P RM 2
 OS0417  PID         -  OS0417
 OS0417  STATE/COUNTY-  SD/JACKSON
 OS0417  COUNTRY     -  US
 OS0417  USGS QUAD   -  KADOKA (2017)
 OS0417
 OS0417                         *CURRENT SURVEY CONTROL
 OS0417  ______________________________________________________________________
 OS0417* NAD 83(1986) POSITION- 43 49 51.     (N) 101 33 43.     (W)   SCALED
 OS0417* NAVD 88 ORTHO HEIGHT -   740.051 (meters)     2427.98  (feet) ADJUSTED
 OS0417  ______________________________________________________________________
 OS0417  GEOID HEIGHT    -        -21.421 (meters)                     GEOID18
 OS0417  DYNAMIC HEIGHT  -        739.814 (meters)     2427.21  (feet) COMP
 OS0417  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 OS0417
 OS0417  VERT ORDER      -  FIRST     CLASS II
 OS0417
 OS0417.The horizontal coordinates were scaled from a map and have
 OS0417.an estimated accuracy of +/- 6 seconds.
 OS0417
 OS0417.The orthometric height was determined by differential leveling and
 OS0417.adjusted by the NATIONAL GEODETIC SURVEY
 OS0417.in June 1991.
 OS0417
 OS0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0417.GEOID18 height accuracy estimate available here.
 OS0417
 OS0417.Click photographs - Photos may exist for this station.
 OS0417
 OS0417.The dynamic height is computed by dividing the NAVD 88
 OS0417.geopotential number by the normal gravity value computed on the
 OS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0417.degrees latitude (g = 980.6199 gals.).
 OS0417
 OS0417.The modeled gravity was interpolated from observed gravity values.
 OS0417
 OS0417;                    North         East    Units  Estimated Accuracy
 OS0417;SPC SD S     -   167,090.      501,190.      MT  (+/- 180 meters Scaled)
 OS0417
 OS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP940562(NAD 83)
 OS0417
 OS0417                          SUPERSEDED SURVEY CONTROL
 OS0417
 OS0417  NGVD 29 (??/??/92)  739.60   (m)         2426.5    (f) COMPUTED    1 2
 OS0417
 OS0417.Superseded values are not recommended for survey control.
 OS0417
 OS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0417.See file dsdata.pdf to determine how the superseded data were derived.
 OS0417
 OS0417_MARKER: DR = REFERENCE MARK DISK
 OS0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0417_STAMPING: E 6 P NO 2 1961
 OS0417_MARK LOGO: CGS
 OS0417_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0417+STABILITY: SURFACE MOTION
 OS0417
 OS0417  HISTORY     - Date     Condition        Report By
 OS0417  HISTORY     - 1961     MONUMENTED       CGS
 OS0417  HISTORY     - 1962     GOOD             CGS
 OS0417
 OS0417                          STATION DESCRIPTION
 OS0417
 OS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0417'3.4 MI W FROM KADOKA.
 OS0417'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0417'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 2.65 MILES
 OS0417'WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73, THENCE
 OS0417'0.3 MILE SOUTH ALONG A DIRT ROAD, ON THE CREST OF A SMALL HILL,
 OS0417'54.1 FEET NORTH OF E6P 1961, 32 FEET WEST OF THE CENTERLINE OF THE
 OS0417'ROAD, 1/2 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND
 OS0417'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0083 ***********************************************************************
 QR0083  DESIGNATION -  E 60
 QR0083  PID         -  QR0083
 QR0083  STATE/COUNTY-  SD/BROWN
 QR0083  COUNTRY     -  US
 QR0083  USGS QUAD   -  WARNER (2017)
 QR0083
 QR0083                         *CURRENT SURVEY CONTROL
 QR0083  ______________________________________________________________________
 QR0083* NAD 83(1986) POSITION- 45 19 33.19   (N) 098 29 41.43   (W)   HD_HELD1
 QR0083* NAVD 88 ORTHO HEIGHT -   395.987 (meters)     1299.17  (feet) ADJUSTED
 QR0083  ______________________________________________________________________
 QR0083  GEOID HEIGHT    -        -24.323 (meters)                     GEOID18
 QR0083  DYNAMIC HEIGHT  -        395.958 (meters)     1299.07  (feet) COMP
 QR0083  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 QR0083
 QR0083  VERT ORDER      -  SECOND    CLASS 0
 QR0083
 QR0083.The horizontal coordinates were determined by differentially corrected
 QR0083.hand held GPS observations or other comparable positioning techniques
 QR0083.and have an estimated accuracy of +/- 3 meters.
 QR0083
 QR0083.The orthometric height was determined by differential leveling and
 QR0083.adjusted by the NATIONAL GEODETIC SURVEY
 QR0083.in June 1991.
 QR0083
 QR0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0083.GEOID18 height accuracy estimate available here.
 QR0083
 QR0083.Click photographs - Photos may exist for this station.
 QR0083
 QR0083.The dynamic height is computed by dividing the NAVD 88
 QR0083.geopotential number by the normal gravity value computed on the
 QR0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0083.degrees latitude (g = 980.6199 gals.).
 QR0083
 QR0083.The modeled gravity was interpolated from observed gravity values.
 QR0083
 QR0083;                    North         East    Units  Estimated Accuracy
 QR0083;SPC SD N     -   166,954.8     717,989.7     MT  (+/- 3 meters HH1 GPS) 
 QR0083
 QR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3958719277(NAD 83)
 QR0083
 QR0083                          SUPERSEDED SURVEY CONTROL
 QR0083
 QR0083  NGVD 29 (??/??/92)  395.697  (m)         1298.22   (f) ADJ UNCH    2 0
 QR0083
 QR0083.Superseded values are not recommended for survey control.
 QR0083
 QR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0083.See file dsdata.pdf to determine how the superseded data were derived.
 QR0083
 QR0083_MARKER: DB = BENCH MARK DISK
 QR0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0083_STAMPING: E 60 1934
 QR0083_MARK LOGO: CGS
 QR0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0083+STABILITY: SURFACE MOTION
 QR0083
 QR0083  HISTORY     - Date     Condition        Report By
 QR0083  HISTORY     - 1934     MONUMENTED       CGS
 QR0083
 QR0083                          STATION DESCRIPTION
 QR0083
 QR0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0083'AT WARNER.
 QR0083'AT WARNER, BROWN COUNTY, ABOUT 200 FEET NORTH OF THE CHICAGO,
 QR0083'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY PASSENGER STATION,
 QR0083'50 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 QR0083'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 60 1934 AND
 QR0083'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0016 ***********************************************************************
 QR0016  DESIGNATION -  E 61
 QR0016  PID         -  QR0016
 QR0016  STATE/COUNTY-  SD/BROWN
 QR0016  COUNTRY     -  US
 QR0016  USGS QUAD   -  HOUGHTON (2017)
 QR0016
 QR0016                         *CURRENT SURVEY CONTROL
 QR0016  ______________________________________________________________________
 QR0016* NAD 83(1986) POSITION- 45 47 31.     (N) 098 11 58.     (W)   SCALED
 QR0016* NAVD 88 ORTHO HEIGHT -   395.340 (meters)     1297.04  (feet) ADJUSTED
 QR0016  ______________________________________________________________________
 QR0016  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 QR0016  DYNAMIC HEIGHT  -        395.321 (meters)     1296.98  (feet) COMP
 QR0016  MODELED GRAVITY -    980,556.3   (mgal)                       NAVD 88
 QR0016
 QR0016  VERT ORDER      -  FIRST     CLASS II
 QR0016
 QR0016.The horizontal coordinates were scaled from a map and have
 QR0016.an estimated accuracy of +/- 6 seconds.
 QR0016
 QR0016.The orthometric height was determined by differential leveling and
 QR0016.adjusted by the NATIONAL GEODETIC SURVEY
 QR0016.in June 1991.
 QR0016
 QR0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0016.GEOID18 height accuracy estimate available here.
 QR0016
 QR0016.Click photographs - Photos may exist for this station.
 QR0016
 QR0016.The dynamic height is computed by dividing the NAVD 88
 QR0016.geopotential number by the normal gravity value computed on the
 QR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0016.degrees latitude (g = 980.6199 gals.).
 QR0016
 QR0016.The modeled gravity was interpolated from observed gravity values.
 QR0016
 QR0016;                    North         East    Units  Estimated Accuracy
 QR0016;SPC SD N     -   219,210.      739,990.      MT  (+/- 180 meters Scaled)
 QR0016
 QR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR622712(NAD 83)
 QR0016
 QR0016                          SUPERSEDED SURVEY CONTROL
 QR0016
 QR0016  NGVD 29 (??/??/92)  395.028  (m)         1296.02   (f) ADJ UNCH    1 2
 QR0016
 QR0016.Superseded values are not recommended for survey control.
 QR0016
 QR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0016.See file dsdata.pdf to determine how the superseded data were derived.
 QR0016
 QR0016_MARKER: DB = BENCH MARK DISK
 QR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0016_STAMPING: E 61 1934
 QR0016_MARK LOGO: CGS
 QR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0016+STABILITY: SURFACE MOTION
 QR0016
 QR0016  HISTORY     - Date     Condition        Report By
 QR0016  HISTORY     - 1934     MONUMENTED       CGS
 QR0016
 QR0016                          STATION DESCRIPTION
 QR0016
 QR0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0016'2.1 MI N FROM HOUGHTON.
 QR0016'2.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0016'THE STATION AT HOUGHTON, BROWN COUNTY, AT A ROAD CROSSING, 45
 QR0016'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 4 FEET NORTHEAST
 QR0016'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED E 61
 QR0016'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0316 ***********************************************************************
 QQ0316  DESIGNATION -  E 62
 QQ0316  PID         -  QQ0316
 QQ0316  STATE/COUNTY-  SD/MARSHALL
 QQ0316  COUNTRY     -  US
 QQ0316  USGS QUAD   -  KIDDER SE (2017)
 QQ0316
 QQ0316                         *CURRENT SURVEY CONTROL
 QQ0316  ______________________________________________________________________
 QQ0316* NAD 83(1986) POSITION- 45 46 33.32   (N) 097 34 05.20   (W)   HD_HELD1
 QQ0316* NAVD 88 ORTHO HEIGHT -   530.271 (meters)     1739.73  (feet) ADJUSTED
 QQ0316  ______________________________________________________________________
 QQ0316  GEOID HEIGHT    -        -25.217 (meters)                     GEOID18
 QQ0316  DYNAMIC HEIGHT  -        530.241 (meters)     1739.63  (feet) COMP
 QQ0316  MODELED GRAVITY -    980,541.9   (mgal)                       NAVD 88
 QQ0316
 QQ0316  VERT ORDER      -  SECOND    CLASS 0
 QQ0316
 QQ0316.The horizontal coordinates were determined by differentially corrected
 QQ0316.hand held GPS observations or other comparable positioning techniques
 QQ0316.and have an estimated accuracy of +/- 3 meters.
 QQ0316
 QQ0316.The orthometric height was determined by differential leveling and
 QQ0316.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0316.in June 1991.
 QQ0316
 QQ0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0316.GEOID18 height accuracy estimate available here.
 QQ0316
 QQ0316.Click photographs - Photos may exist for this station.
 QQ0316
 QQ0316.The dynamic height is computed by dividing the NAVD 88
 QQ0316.geopotential number by the normal gravity value computed on the
 QQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0316.degrees latitude (g = 980.6199 gals.).
 QQ0316
 QQ0316.The modeled gravity was interpolated from observed gravity values.
 QQ0316
 QQ0316;                    North         East    Units  Estimated Accuracy
 QQ0316;SPC SD N     -   218,715.7     789,116.3     MT  (+/- 3 meters HH1 GPS) 
 QQ0316
 QQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1132070148(NAD 83)
 QQ0316
 QQ0316                          SUPERSEDED SURVEY CONTROL
 QQ0316
 QQ0316  NGVD 29 (??/??/92)  529.986  (m)         1738.80   (f) ADJ UNCH    2 0
 QQ0316
 QQ0316.Superseded values are not recommended for survey control.
 QQ0316
 QQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0316.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0316
 QQ0316_MARKER: DB = BENCH MARK DISK
 QQ0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0316_SP_SET: CULVERT WINGWALL
 QQ0316_STAMPING: E 62 1934
 QQ0316_MARK LOGO: CGS
 QQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0316+STABILITY: SURFACE MOTION
 QQ0316
 QQ0316  HISTORY     - Date     Condition        Report By
 QQ0316  HISTORY     - 1934     MONUMENTED       CGS
 QQ0316  HISTORY     - 1953     GOOD             CGS
 QQ0316  HISTORY     - 1988     GOOD             USPSQD
 QQ0316
 QQ0316                          STATION DESCRIPTION
 QQ0316
 QQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QQ0316'9.9 MI E FROM BRITTON.
 QQ0316'9.9 MILES EAST ALONG STATE HIGHWAY 10 FROM THE LIBRARY AT
 QQ0316'BRITTON, MARSHALL COUNTY, AT A 4-FOOT CONCRETE BOX CULVERT,
 QQ0316'AND IN THE TOP OF THE NORTHWEST CONCRETE WING WALL.  A STANDARD
 QQ0316'DISK, STAMPED E 62 1934.
 QQ0316
 QQ0316                          STATION RECOVERY (1988)
 QQ0316
 QQ0316'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 QQ0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0192 ***********************************************************************
 QQ0192  DESIGNATION -  E 63
 QQ0192  PID         -  QQ0192
 QQ0192  STATE/COUNTY-  SD/ROBERTS
 QQ0192  COUNTRY     -  US
 QQ0192  USGS QUAD   -  GOODWILL (2017)
 QQ0192
 QQ0192                         *CURRENT SURVEY CONTROL
 QQ0192  ______________________________________________________________________
 QQ0192* NAD 83(1986) POSITION- 45 30 52.     (N) 097 07 24.     (W)   SCALED
 QQ0192* NAVD 88 ORTHO HEIGHT -   615.114 (meters)     2018.09  (feet) ADJUSTED
 QQ0192  ______________________________________________________________________
 QQ0192  GEOID HEIGHT    -        -25.382 (meters)                     GEOID18
 QQ0192  DYNAMIC HEIGHT  -        615.052 (meters)     2017.88  (feet) COMP
 QQ0192  MODELED GRAVITY -    980,495.6   (mgal)                       NAVD 88
 QQ0192
 QQ0192  VERT ORDER      -  SECOND    CLASS 0
 QQ0192
 QQ0192.The horizontal coordinates were scaled from a map and have
 QQ0192.an estimated accuracy of +/- 6 seconds.
 QQ0192
 QQ0192.The orthometric height was determined by differential leveling and
 QQ0192.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0192.in June 1991.
 QQ0192
 QQ0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0192.GEOID18 height accuracy estimate available here.
 QQ0192
 QQ0192.Click photographs - Photos may exist for this station.
 QQ0192
 QQ0192.The dynamic height is computed by dividing the NAVD 88
 QQ0192.geopotential number by the normal gravity value computed on the
 QQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0192.degrees latitude (g = 980.6199 gals.).
 QQ0192
 QQ0192.The modeled gravity was interpolated from observed gravity values.
 QQ0192
 QQ0192;                    North         East    Units  Estimated Accuracy
 QQ0192;SPC SD N     -   190,810.      824,720.      MT  (+/- 180 meters Scaled)
 QQ0192
 QQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR465418(NAD 83)
 QQ0192
 QQ0192                          SUPERSEDED SURVEY CONTROL
 QQ0192
 QQ0192  NGVD 29 (??/??/92)  614.838  (m)         2017.18   (f) ADJ UNCH    2 0
 QQ0192
 QQ0192.Superseded values are not recommended for survey control.
 QQ0192
 QQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0192.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0192
 QQ0192_MARKER: DB = BENCH MARK DISK
 QQ0192_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0192_SP_SET: CULVERT
 QQ0192_STAMPING: E 63 1934
 QQ0192_MARK LOGO: CGS
 QQ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0192+STABILITY: SURFACE MOTION
 QQ0192
 QQ0192  HISTORY     - Date     Condition        Report By
 QQ0192  HISTORY     - 1934     MONUMENTED       CGS
 QQ0192  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0192
 QQ0192                          STATION DESCRIPTION
 QQ0192
 QQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0192'12.8 MI S FROM SISSETON.
 QQ0192'12.8 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM SISSETON, ROBERTS
 QQ0192'COUNTY, ABOUT 150 YARDS SOUTH OF A CURVE TO THE RIGHT, ABOUT
 QQ0192'150 FEET NORTH OF A CURVE TO THE LEFT, ABOUT 100 FEET SOUTH
 QQ0192'OF A PRIVATE-ROAD CROSSING, AT AN 18-INCH CONCRETE-TILE CULVERT,
 QQ0192'AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE RETAINING
 QQ0192'WALL.  A STANDARD DISK, STAMPED E 63 1934.  NOTE-- HWY 81 HAS
 QQ0192'BEEN WIDENED AND IMPROVED.
 QQ0192
 QQ0192                          STATION RECOVERY (1970)
 QQ0192
 QQ0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0445 ***********************************************************************
 QS0445  DESIGNATION -  E 65
 QS0445  PID         -  QS0445
 QS0445  STATE/COUNTY-  SD/CORSON
 QS0445  COUNTRY     -  US
 QS0445  USGS QUAD   -  TATANKA LAKE (2017)
 QS0445
 QS0445                         *CURRENT SURVEY CONTROL
 QS0445  ______________________________________________________________________
 QS0445* NAD 83(1986) POSITION- 45 55 54.     (N) 101 11 01.     (W)   SCALED
 QS0445* NAVD 88 ORTHO HEIGHT -   673.019 (meters)     2208.06  (feet) ADJUSTED
 QS0445  ______________________________________________________________________
 QS0445  GEOID HEIGHT    -        -20.723 (meters)                     GEOID18
 QS0445  DYNAMIC HEIGHT  -        672.951 (meters)     2207.84  (feet) COMP
 QS0445  MODELED GRAVITY -    980,492.8   (mgal)                       NAVD 88
 QS0445
 QS0445  VERT ORDER      -  SECOND    CLASS 0
 QS0445
 QS0445.The horizontal coordinates were scaled from a map and have
 QS0445.an estimated accuracy of +/- 6 seconds.
 QS0445
 QS0445.The orthometric height was determined by differential leveling and
 QS0445.adjusted by the NATIONAL GEODETIC SURVEY
 QS0445.in June 1991.
 QS0445
 QS0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0445.GEOID18 height accuracy estimate available here.
 QS0445
 QS0445.Click photographs - Photos may exist for this station.
 QS0445
 QS0445.The dynamic height is computed by dividing the NAVD 88
 QS0445.geopotential number by the normal gravity value computed on the
 QS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0445.degrees latitude (g = 980.6199 gals.).
 QS0445
 QS0445.The modeled gravity was interpolated from observed gravity values.
 QS0445
 QS0445;                    North         East    Units  Estimated Accuracy
 QS0445;SPC SD N     -   233,860.      508,200.      MT  (+/- 180 meters Scaled)
 QS0445
 QS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR307887(NAD 83)
 QS0445
 QS0445                          SUPERSEDED SURVEY CONTROL
 QS0445
 QS0445  NGVD 29 (??/??/92)  672.534  (m)         2206.47   (f) ADJ UNCH    2 0
 QS0445
 QS0445.Superseded values are not recommended for survey control.
 QS0445
 QS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0445.See file dsdata.pdf to determine how the superseded data were derived.
 QS0445
 QS0445_MARKER: DB = BENCH MARK DISK
 QS0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0445_STAMPING: E 65 1934
 QS0445_MARK LOGO: CGS
 QS0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0445+STABILITY: SURFACE MOTION
 QS0445
 QS0445  HISTORY     - Date     Condition        Report By
 QS0445  HISTORY     - 1934     MONUMENTED       CGS
 QS0445  HISTORY     - 1940     GOOD             CGS
 QS0445
 QS0445                          STATION DESCRIPTION
 QS0445
 QS0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0445'1.4 MI E FROM TATANKA.
 QS0445'1.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0445'RAILROAD FROM THE STATION AT TATANKA, CORSON COUNTY, ABOUT 10
 QS0445'POLES WEST OF MILEPOST 855, AT A ROAD CROSSING, 45 FEET SOUTH
 QS0445'OF THE CENTER LINE OF THE TRACK, 33 FEET EAST OF THE CENTER
 QS0445'LINE OF THE ROAD, 8 FEET NORTH OF A RIGHT-OF-WAY CORNER FENCE
 QS0445'POST, 1 FOOT SOUTH OF A WHITE REFERENCE POST STENCILED U.S.B.M.,
 QS0445'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0445'E 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0402 ***********************************************************************
 QS0402  DESIGNATION -  E 66
 QS0402  PID         -  QS0402
 QS0402  STATE/COUNTY-  SD/CORSON
 QS0402  COUNTRY     -  US
 QS0402  USGS QUAD   -  WAKPALA (2017)
 QS0402
 QS0402                         *CURRENT SURVEY CONTROL
 QS0402  ______________________________________________________________________
 QS0402* NAD 83(1986) POSITION- 45 39 26.     (N) 100 31 58.     (W)   SCALED
 QS0402* NAVD 88 ORTHO HEIGHT -   498.835 (meters)     1636.59  (feet) ADJUSTED
 QS0402  ______________________________________________________________________
 QS0402  GEOID HEIGHT    -        -21.603 (meters)                     GEOID18
 QS0402  DYNAMIC HEIGHT  -        498.796 (meters)     1636.47  (feet) COMP
 QS0402  MODELED GRAVITY -    980,522.6   (mgal)                       NAVD 88
 QS0402
 QS0402  VERT ORDER      -  FIRST     CLASS II
 QS0402
 QS0402.The horizontal coordinates were scaled from a map and have
 QS0402.an estimated accuracy of +/- 6 seconds.
 QS0402
 QS0402.The orthometric height was determined by differential leveling and
 QS0402.adjusted by the NATIONAL GEODETIC SURVEY
 QS0402.in June 1991.
 QS0402
 QS0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0402.GEOID18 height accuracy estimate available here.
 QS0402
 QS0402.Click photographs - Photos may exist for this station.
 QS0402
 QS0402.The dynamic height is computed by dividing the NAVD 88
 QS0402.geopotential number by the normal gravity value computed on the
 QS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0402.degrees latitude (g = 980.6199 gals.).
 QS0402
 QS0402.The modeled gravity was interpolated from observed gravity values.
 QS0402
 QS0402;                    North         East    Units  Estimated Accuracy
 QS0402;SPC SD N     -   202,820.      558,480.      MT  (+/- 180 meters Scaled)
 QS0402
 QS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR805571(NAD 83)
 QS0402
 QS0402                          SUPERSEDED SURVEY CONTROL
 QS0402
 QS0402  NGVD 29 (??/??/92)  498.456  (m)         1635.35   (f) ADJ UNCH    1 2
 QS0402
 QS0402.Superseded values are not recommended for survey control.
 QS0402
 QS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0402.See file dsdata.pdf to determine how the superseded data were derived.
 QS0402
 QS0402_MARKER: DB = BENCH MARK DISK
 QS0402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QS0402_SP_SET: STEP
 QS0402_STAMPING: E 66 1934
 QS0402_MARK LOGO: CGS
 QS0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0402
 QS0402  HISTORY     - Date     Condition        Report By
 QS0402  HISTORY     - 1934     MONUMENTED       CGS
 QS0402  HISTORY     - 1949     GOOD             CGS
 QS0402
 QS0402                          STATION DESCRIPTION
 QS0402
 QS0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0402'AT WAKPALA.
 QS0402'AT WAKPALA, CORSON COUNTY, AT THE PUBLIC SCHOOL, ON THE WEST
 QS0402'SIDE OF THE BUILDING, ON THE SOUTH SIDE OF THE SOUTH ENTRANCE,
 QS0402'4 INCHES NORTH OF A PILLAR, AND IN THE CONCRETE DOORSTEP.  A
 QS0402'STANDARD DISK, STAMPED E 66 1934.
 QS0402
 QS0402                          STATION RECOVERY (1949)
 QS0402
 QS0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0071 ***********************************************************************
 QS0071  DESIGNATION -  E 67
 QS0071  PID         -  QS0071
 QS0071  STATE/COUNTY-  SD/CAMPBELL
 QS0071  COUNTRY     -  US
 QS0071  USGS QUAD   -  MOUND CITY (2017)
 QS0071
 QS0071                         *CURRENT SURVEY CONTROL
 QS0071  ______________________________________________________________________
 QS0071* NAD 83(1986) POSITION- 45 43 26.     (N) 100 03 11.     (W)   SCALED
 QS0071* NAVD 88 ORTHO HEIGHT -   513.876 (meters)     1685.94  (feet) ADJUSTED
 QS0071  ______________________________________________________________________
 QS0071  GEOID HEIGHT    -        -22.302 (meters)                     GEOID18
 QS0071  DYNAMIC HEIGHT  -        513.837 (meters)     1685.81  (feet) COMP
 QS0071  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 QS0071
 QS0071  VERT ORDER      -  SECOND    CLASS 0
 QS0071
 QS0071.The horizontal coordinates were scaled from a map and have
 QS0071.an estimated accuracy of +/- 6 seconds.
 QS0071
 QS0071.The orthometric height was determined by differential leveling and
 QS0071.adjusted by the NATIONAL GEODETIC SURVEY
 QS0071.in June 1991.
 QS0071
 QS0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0071.GEOID18 height accuracy estimate available here.
 QS0071
 QS0071.Click photographs - Photos may exist for this station.
 QS0071
 QS0071.The dynamic height is computed by dividing the NAVD 88
 QS0071.geopotential number by the normal gravity value computed on the
 QS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0071.degrees latitude (g = 980.6199 gals.).
 QS0071
 QS0071.The modeled gravity was interpolated from observed gravity values.
 QS0071
 QS0071;                    North         East    Units  Estimated Accuracy
 QS0071;SPC SD N     -   210,090.      595,870.      MT  (+/- 180 meters Scaled)
 QS0071
 QS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR180639(NAD 83)
 QS0071
 QS0071                          SUPERSEDED SURVEY CONTROL
 QS0071
 QS0071  NGVD 29 (??/??/92)  513.498  (m)         1684.70   (f) ADJ UNCH    2 0
 QS0071
 QS0071.Superseded values are not recommended for survey control.
 QS0071
 QS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0071.See file dsdata.pdf to determine how the superseded data were derived.
 QS0071
 QS0071_MARKER: DB = BENCH MARK DISK
 QS0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0071_SP_SET: CULVERT HEADWALL
 QS0071_STAMPING: E 67 1934
 QS0071_MARK LOGO: CGS
 QS0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0071+STABILITY: SURFACE MOTION
 QS0071
 QS0071  HISTORY     - Date     Condition        Report By
 QS0071  HISTORY     - 1934     MONUMENTED       CGS
 QS0071  HISTORY     - 1941     GOOD             CGS
 QS0071  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0071
 QS0071                          STATION DESCRIPTION
 QS0071
 QS0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0071'0.9 MI E FROM MOUND CITY.
 QS0071'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0071'MOUND CITY, CAMPBELL COUNTY, ABOUT 5 1/2 POLES WEST OF A CURVE,
 QS0071'AT A 4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE CENTER OF THE
 QS0071'TOP OF THE SOUTH CONCRETE HEAD WALL, 12.5 FEET SOUTH OF THE
 QS0071'CENTER LINE OF THE HIGHWAY, 5.2 FEET WEST OF A WHITE POST, AND
 QS0071'ABOUT 8 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 QS0071'STAMPED E 67 1934.
 QS0071
 QS0071                          STATION RECOVERY (1941)
 QS0071
 QS0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0071'RECOVERED IN GOOD CONDITION.
 QS0071
 QS0071                          STATION RECOVERY (1997)
 QS0071
 QS0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0071'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0304 ***********************************************************************
 QR0304  DESIGNATION -  E 68
 QR0304  PID         -  QR0304
 QR0304  STATE/COUNTY-  SD/POTTER
 QR0304  COUNTRY     -  US
 QR0304  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0304
 QR0304                         *CURRENT SURVEY CONTROL
 QR0304  ______________________________________________________________________
 QR0304* NAD 83(1986) POSITION- 45 14 40.     (N) 099 56 22.     (W)   SCALED
 QR0304* NAVD 88 ORTHO HEIGHT -   624.265 (meters)     2048.11  (feet) ADJUSTED
 QR0304  ______________________________________________________________________
 QR0304  GEOID HEIGHT    -        -22.356 (meters)                     GEOID18
 QR0304  DYNAMIC HEIGHT  -        624.182 (meters)     2047.84  (feet) COMP
 QR0304  MODELED GRAVITY -    980,463.5   (mgal)                       NAVD 88
 QR0304
 QR0304  VERT ORDER      -  SECOND    CLASS 0
 QR0304
 QR0304.The horizontal coordinates were scaled from a map and have
 QR0304.an estimated accuracy of +/- 6 seconds.
 QR0304
 QR0304.The orthometric height was determined by differential leveling and
 QR0304.adjusted by the NATIONAL GEODETIC SURVEY
 QR0304.in June 1991.
 QR0304
 QR0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0304.GEOID18 height accuracy estimate available here.
 QR0304
 QR0304.Click photographs - Photos may exist for this station.
 QR0304
 QR0304.The dynamic height is computed by dividing the NAVD 88
 QR0304.geopotential number by the normal gravity value computed on the
 QR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0304.degrees latitude (g = 980.6199 gals.).
 QR0304
 QR0304.The modeled gravity was interpolated from observed gravity values.
 QR0304
 QR0304;                    North         East    Units  Estimated Accuracy
 QR0304;SPC SD N     -   156,810.      604,750.      MT  (+/- 180 meters Scaled)
 QR0304
 QR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR262105(NAD 83)
 QR0304
 QR0304                          SUPERSEDED SURVEY CONTROL
 QR0304
 QR0304  NGVD 29 (??/??/92)  623.891  (m)         2046.88   (f) ADJ UNCH    2 0
 QR0304
 QR0304.Superseded values are not recommended for survey control.
 QR0304
 QR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0304.See file dsdata.pdf to determine how the superseded data were derived.
 QR0304
 QR0304_MARKER: DB = BENCH MARK DISK
 QR0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0304_SP_SET: BOX CULVERT HEADWALL
 QR0304_STAMPING: E 68 1934
 QR0304_MARK LOGO: CGS
 QR0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0304+STABILITY: SURFACE MOTION
 QR0304
 QR0304  HISTORY     - Date     Condition        Report By
 QR0304  HISTORY     - 1934     MONUMENTED       CGS
 QR0304  HISTORY     - 1941     GOOD             CGS
 QR0304
 QR0304                          STATION DESCRIPTION
 QR0304
 QR0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0304'16.4 MI N FROM GETTYSBURG.
 QR0304'16.4 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 711 FEET
 QR0304'SOUTH OF POINT OF INTERSECTION OF CURVE, THENCE 12 FEET WEST OF
 QR0304'CENTERLINE OF HIWAY AND 21 FT EAST OF RIGHT OF WAY FENCE.  SET
 QR0304'IN CENTER OF THE WEST HEADWALL OF 2 FT X 4 FT CONCRETE BOX
 QR0304'CULVERT, 2 FEET ABOVE ROAD LEVEL.
 QR0304
 QR0304                          STATION RECOVERY (1941)
 QR0304
 QR0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0305 ***********************************************************************
 QR0305  DESIGNATION -  E 68 RESET
 QR0305  PID         -  QR0305
 QR0305  STATE/COUNTY-  SD/POTTER
 QR0305  COUNTRY     -  US
 QR0305  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0305
 QR0305                         *CURRENT SURVEY CONTROL
 QR0305  ______________________________________________________________________
 QR0305* NAD 83(1986) POSITION- 45 14 39.     (N) 099 56 22.     (W)   SCALED
 QR0305* NAVD 88 ORTHO HEIGHT -   623.45  (meters)     2045.4   (feet) RESET
 QR0305  ______________________________________________________________________
 QR0305  GEOID HEIGHT    -        -22.356 (meters)                     GEOID18
 QR0305  VERT ORDER      -  THIRD
 QR0305
 QR0305.The horizontal coordinates were scaled from a map and have
 QR0305.an estimated accuracy of +/- 6 seconds.
 QR0305
 QR0305.The orthometric height was computed from unverified reset data.
 QR0305
 QR0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0305.GEOID18 height accuracy estimate available here.
 QR0305
 QR0305.Click photographs - Photos may exist for this station.
 QR0305
 QR0305;                    North         East    Units  Estimated Accuracy
 QR0305;SPC SD N     -   156,780.      604,750.      MT  (+/- 180 meters Scaled)
 QR0305
 QR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR262105(NAD 83)
 QR0305
 QR0305                          SUPERSEDED SURVEY CONTROL
 QR0305
 QR0305.No superseded survey control is available for this station.
 QR0305
 QR0305_MARKER: DB = BENCH MARK DISK
 QR0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0305_STAMPING: E 68 RESET 1956
 QR0305_MARK LOGO: CGS
 QR0305_PROJECTION: PROJECTING 8 CENTIMETERS
 QR0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0305+STABILITY: SURFACE MOTION
 QR0305
 QR0305  HISTORY     - Date     Condition        Report By
 QR0305  HISTORY     - 1956     MONUMENTED       CGS
 QR0305
 QR0305                          STATION DESCRIPTION
 QR0305
 QR0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0305'16.4 MI N FROM GETTYSBURG.
 QR0305'16.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER
 QR0305'TOWER AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG
 QR0305'U.S. HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF
 QR0305'GETTYSBURG, THENCE 15.8 MILES NORTH ALONG STATE HIGHWAY 83, 0.15
 QR0305'MILE SOUTH OF THE T-JUNCTION OF STATE HIGHWAY 20, 50 FEET EAST OF
 QR0305'THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF A WHITE WOODEN
 QR0305'WITNESS POST.  A STANDARD DISK, STAMPED E 68 RESET 1956 AND SET
 QR0305'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0229 ***********************************************************************
 QS0229  DESIGNATION -  E 69 RESET
 QS0229  PID         -  QS0229
 QS0229  STATE/COUNTY-  SD/DEWEY
 QS0229  COUNTRY     -  US
 QS0229  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0229
 QS0229                         *CURRENT SURVEY CONTROL
 QS0229  ______________________________________________________________________
 QS0229* NAD 83(1986) POSITION- 45 01 13.82   (N) 100 18 15.99   (W)   HD_HELD1
 QS0229* NAVD 88 ORTHO HEIGHT -   467.208 (meters)     1532.83  (feet) ADJUSTED
 QS0229  ______________________________________________________________________
 QS0229  GEOID HEIGHT    -        -22.464 (meters)                     GEOID18
 QS0229  DYNAMIC HEIGHT  -        467.141 (meters)     1532.61  (feet) COMP
 QS0229  MODELED GRAVITY -    980,461.3   (mgal)                       NAVD 88
 QS0229
 QS0229  VERT ORDER      -  SECOND    CLASS 0
 QS0229
 QS0229.The horizontal coordinates were determined by differentially corrected
 QS0229.hand held GPS observations or other comparable positioning techniques
 QS0229.and have an estimated accuracy of +/- 3 meters.
 QS0229
 QS0229.The orthometric height was determined by differential leveling and
 QS0229.adjusted by the NATIONAL GEODETIC SURVEY
 QS0229.in June 1991.
 QS0229
 QS0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0229.GEOID18 height accuracy estimate available here.
 QS0229
 QS0229.Click photographs - Photos may exist for this station.
 QS0229
 QS0229.The dynamic height is computed by dividing the NAVD 88
 QS0229.geopotential number by the normal gravity value computed on the
 QS0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0229.degrees latitude (g = 980.6199 gals.).
 QS0229
 QS0229.The modeled gravity was interpolated from observed gravity values.
 QS0229
 QS0229;                    North         East    Units  Estimated Accuracy
 QS0229;SPC SD N     -   131,966.5     576,005.8     MT  (+/- 3 meters HH1 GPS) 
 QS0229
 QS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9722686055(NAD 83)
 QS0229
 QS0229                          SUPERSEDED SURVEY CONTROL
 QS0229
 QS0229  NGVD 29 (??/??/92)  466.833  (m)         1531.60   (f) ADJ UNCH    2 0
 QS0229
 QS0229.Superseded values are not recommended for survey control.
 QS0229
 QS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0229.See file dsdata.pdf to determine how the superseded data were derived.
 QS0229
 QS0229_MARKER: DB = BENCH MARK DISK
 QS0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0229_SP_SET: BUILDING
 QS0229_STAMPING: E 69 RESET 1940
 QS0229_MARK LOGO: CGS
 QS0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0229
 QS0229  HISTORY     - Date     Condition        Report By
 QS0229  HISTORY     - 1940     MONUMENTED       BLM
 QS0229  HISTORY     - 1942     GOOD             CGS
 QS0229
 QS0229                          STATION DESCRIPTION
 QS0229
 QS0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QS0229'AT CHEYENNE AGENCY.
 QS0229'AT CHEYENNE AGENCY, DEWEY COUNTY, AT THE CHEYENNE RIVER INDIAN
 QS0229'AGENCY HEADQUARTERS, IN THE NORTH WALL, 1.7 FEET EAST OF THE
 QS0229'NORTHWEST CORNER OF THE BUILDING, AND ABOUT 3.7 FEET ABOVE THE
 QS0229'GROUND.  A STANDARD DISK, STAMPED E 69 RESET 1940 AND SET
 QS0229'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0351 ***********************************************************************
 OR0351  DESIGNATION -  E 7
 OR0351  PID         -  OR0351
 OR0351  STATE/COUNTY-  SD/AURORA
 OR0351  COUNTRY     -  US
 OR0351  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0351
 OR0351                         *CURRENT SURVEY CONTROL
 OR0351  ______________________________________________________________________
 OR0351* NAD 83(1986) POSITION- 43 43 11.     (N) 098 35 41.     (W)   SCALED
 OR0351* NAVD 88 ORTHO HEIGHT -   483.017 (meters)     1584.70  (feet) ADJUSTED
 OR0351  ______________________________________________________________________
 OR0351  GEOID HEIGHT    -        -25.848 (meters)                     GEOID18
 OR0351  DYNAMIC HEIGHT  -        482.894 (meters)     1584.29  (feet) COMP
 OR0351  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 OR0351
 OR0351  VERT ORDER      -  FIRST     CLASS II
 OR0351
 OR0351.The horizontal coordinates were scaled from a map and have
 OR0351.an estimated accuracy of +/- 6 seconds.
 OR0351
 OR0351.The orthometric height was determined by differential leveling and
 OR0351.adjusted by the NATIONAL GEODETIC SURVEY
 OR0351.in June 1991.
 OR0351
 OR0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0351.GEOID18 height accuracy estimate available here.
 OR0351
 OR0351.Click photographs - Photos may exist for this station.
 OR0351
 OR0351.The dynamic height is computed by dividing the NAVD 88
 OR0351.geopotential number by the normal gravity value computed on the
 OR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0351.degrees latitude (g = 980.6199 gals.).
 OR0351
 OR0351.The modeled gravity was interpolated from observed gravity values.
 OR0351
 OR0351;                    North         East    Units  Estimated Accuracy
 OR0351;SPC SD S     -   155,480.      740,080.      MT  (+/- 180 meters Scaled)
 OR0351
 OR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP326408(NAD 83)
 OR0351
 OR0351                          SUPERSEDED SURVEY CONTROL
 OR0351
 OR0351  NGVD 29 (??/??/92)  482.684  (m)         1583.61   (f) ADJ UNCH    1 2
 OR0351
 OR0351.Superseded values are not recommended for survey control.
 OR0351
 OR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0351.See file dsdata.pdf to determine how the superseded data were derived.
 OR0351
 OR0351_MARKER: DB = BENCH MARK DISK
 OR0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0351_STAMPING: E 7 1925
 OR0351_MARK LOGO: CGS
 OR0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0351+STABILITY: SURFACE MOTION
 OR0351
 OR0351  HISTORY     - Date     Condition        Report By
 OR0351  HISTORY     - 1925     MONUMENTED       CGS
 OR0351  HISTORY     - 1935     GOOD             CGS
 OR0351  HISTORY     - 1981     MARK NOT FOUND   NGS
 OR0351  HISTORY     - 20120126 MARK NOT FOUND   INDIV
 OR0351
 OR0351                          STATION DESCRIPTION
 OR0351
 OR0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0351'5.5 MI W FROM PLANKINTON.
 OR0351'ABOUT 5-1/2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0351'AND PACIFIC RAILROAD FROM THE STATION AT PLANKINTON, AURORA
 OR0351'COUNTY, ABOUT 1/4 MILE NORTH OF A DISTRICT SCHOOL, AT A
 OR0351'SECTION-LINE ROAD CROSSING, ABOUT 100 FEET SOUTHWEST OF THE
 OR0351'CENTER OF THE CROSSING, 91.2 FEET SOUTH OF THE CENTER LINE OF THE
 OR0351'TRACK, 43.3 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 45 FEET
 OR0351'SOUTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED E 7 1925 AND
 OR0351'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OR0351'ABOVE GROUND.
 OR0351
 OR0351                          STATION RECOVERY (1935)
 OR0351
 OR0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0351'RECOVERED IN GOOD CONDITION.
 OR0351
 OR0351                          STATION RECOVERY (1981)
 OR0351
 OR0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OR0351'MARK NOT FOUND.
 OR0351
 OR0351                          STATION RECOVERY (2012)
 OR0351
 OR0351'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0523 ***********************************************************************
 OS0523  DESIGNATION -  E 7 M 2
 OS0523  PID         -  OS0523
 OS0523  STATE/COUNTY-  SD/JACKSON
 OS0523  COUNTRY     -  US
 OS0523  USGS QUAD   -  WETA (2017)
 OS0523
 OS0523                         *CURRENT SURVEY CONTROL
 OS0523  ______________________________________________________________________
 OS0523* NAD 83(1986) POSITION- 43 50 13.     (N) 101 44 28.     (W)   SCALED
 OS0523* NAVD 88 ORTHO HEIGHT -   762.54  (meters)     2501.8   (feet) RESET
 OS0523  ______________________________________________________________________
 OS0523  GEOID HEIGHT    -        -20.731 (meters)                     GEOID18
 OS0523  VERT ORDER      -  THIRD
 OS0523
 OS0523.The horizontal coordinates were scaled from a map and have
 OS0523.an estimated accuracy of +/- 6 seconds.
 OS0523
 OS0523.The orthometric height was computed from unverified reset data.
 OS0523
 OS0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0523.GEOID18 height accuracy estimate available here.
 OS0523
 OS0523.Click photographs - Photos may exist for this station.
 OS0523
 OS0523;                    North         East    Units  Estimated Accuracy
 OS0523;SPC SD S     -   168,000.      486,790.      MT  (+/- 180 meters Scaled)
 OS0523
 OS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP796574(NAD 83)
 OS0523
 OS0523                          SUPERSEDED SURVEY CONTROL
 OS0523
 OS0523.No superseded survey control is available for this station.
 OS0523
 OS0523_MARKER: DS = TRIANGULATION STATION DISK
 OS0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0523_STAMPING: E 7 M 2 1966 BM RESET
 OS0523_MARK LOGO: CGS
 OS0523_PROJECTION: FLUSH
 OS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0523+STABILITY: SURFACE MOTION
 OS0523
 OS0523  HISTORY     - Date     Condition        Report By
 OS0523  HISTORY     - 1966     MONUMENTED       CGS
 OS0523
 OS0523                          STATION DESCRIPTION
 OS0523
 OS0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0523'12.4 MI W FROM KADOKA.
 OS0523'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0523'FROM KADOKA TO THE JUNCTION WITH STATE HIGHWAY 73, THENCE
 OS0523'CONTINUE WEST ALONG INTERSTATE 90 FOR 4.0 MILES, THENCE NORTH
 OS0523'ALONG A SECTION-LINE ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT,
 OS0523'146 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF
 OS0523'AN EAST-WEST FENCE, 3 FEET SOUTHEAST OF A METAL WITNESS POST
 OS0523'AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 OS0523'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0524 ***********************************************************************
 OS0524  DESIGNATION -  E 7 M 2 RM 3
 OS0524  PID         -  OS0524
 OS0524  STATE/COUNTY-  SD/JACKSON
 OS0524  COUNTRY     -  US
 OS0524  USGS QUAD   -  WETA (2017)
 OS0524
 OS0524                         *CURRENT SURVEY CONTROL
 OS0524  ______________________________________________________________________
 OS0524* NAD 83(1986) POSITION- 43 50 13.     (N) 101 44 29.     (W)   SCALED
 OS0524* NAVD 88 ORTHO HEIGHT -   762.37  (meters)     2501.2   (feet) RESET
 OS0524  ______________________________________________________________________
 OS0524  GEOID HEIGHT    -        -20.730 (meters)                     GEOID18
 OS0524  VERT ORDER      -  THIRD
 OS0524
 OS0524.The horizontal coordinates were scaled from a map and have
 OS0524.an estimated accuracy of +/- 6 seconds.
 OS0524
 OS0524.The orthometric height was computed from unverified reset data.
 OS0524
 OS0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0524.GEOID18 height accuracy estimate available here.
 OS0524
 OS0524.Click photographs - Photos may exist for this station.
 OS0524
 OS0524;                    North         East    Units  Estimated Accuracy
 OS0524;SPC SD S     -   168,000.      486,770.      MT  (+/- 180 meters Scaled)
 OS0524
 OS0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP796574(NAD 83)
 OS0524
 OS0524                          SUPERSEDED SURVEY CONTROL
 OS0524
 OS0524.No superseded survey control is available for this station.
 OS0524
 OS0524_MARKER: DR = REFERENCE MARK DISK
 OS0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0524_STAMPING: E 7 M 2 NO 3 1966 BM RESET
 OS0524_MARK LOGO: CGS
 OS0524_PROJECTION: FLUSH
 OS0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0524+STABILITY: SURFACE MOTION
 OS0524
 OS0524  HISTORY     - Date     Condition        Report By
 OS0524  HISTORY     - 1966     MONUMENTED       CGS
 OS0524
 OS0524                          STATION DESCRIPTION
 OS0524
 OS0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0524'12.4 MI W FROM KADOKA.
 OS0524'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0524'FROM KADOKA TO THE JUNCTION WITH STATE HIGHWAY 73, THENCE WEST
 OS0524'ALONG INTERSTATE 90 FOR 4.0 MILES THENCE NORTH ALONG A
 OS0524'SECTION-LINE ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT, 96 FEET
 OS0524'WEST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF AN EAST-WEST
 OS0524'FENCE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OS0524'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0525 ***********************************************************************
 OS0525  DESIGNATION -  E 7 M 2 RM 4
 OS0525  PID         -  OS0525
 OS0525  STATE/COUNTY-  SD/JACKSON
 OS0525  COUNTRY     -  US
 OS0525  USGS QUAD   -  WETA (2017)
 OS0525
 OS0525                         *CURRENT SURVEY CONTROL
 OS0525  ______________________________________________________________________
 OS0525* NAD 83(1986) POSITION- 43 50 13.     (N) 101 44 28.     (W)   SCALED
 OS0525* NAVD 88 ORTHO HEIGHT -   762.06  (meters)     2500.2   (feet) RESET
 OS0525  ______________________________________________________________________
 OS0525  GEOID HEIGHT    -        -20.731 (meters)                     GEOID18
 OS0525  VERT ORDER      -  THIRD
 OS0525
 OS0525.The horizontal coordinates were scaled from a map and have
 OS0525.an estimated accuracy of +/- 6 seconds.
 OS0525
 OS0525.The orthometric height was computed from unverified reset data.
 OS0525
 OS0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0525.GEOID18 height accuracy estimate available here.
 OS0525
 OS0525.Click photographs - Photos may exist for this station.
 OS0525
 OS0525;                    North         East    Units  Estimated Accuracy
 OS0525;SPC SD S     -   168,000.      486,790.      MT  (+/- 180 meters Scaled)
 OS0525
 OS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP796574(NAD 83)
 OS0525
 OS0525                          SUPERSEDED SURVEY CONTROL
 OS0525
 OS0525.No superseded survey control is available for this station.
 OS0525
 OS0525_MARKER: DR = REFERENCE MARK DISK
 OS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0525_STAMPING: E 7 M 2 NO 4 1966 BM RESET
 OS0525_MARK LOGO: CGS
 OS0525_PROJECTION: FLUSH
 OS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0525+STABILITY: SURFACE MOTION
 OS0525
 OS0525  HISTORY     - Date     Condition        Report By
 OS0525  HISTORY     - 1966     MONUMENTED       CGS
 OS0525
 OS0525                          STATION DESCRIPTION
 OS0525
 OS0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0525'12.4 MI W FROM KADOKA.
 OS0525'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0525'FROM KADOKA TO THE JUNCTION WITH STATE HIGHWAY 73, THENCE
 OS0525'CONTINUE WEST ALONG INTERSTATE 90 FOR 4.0 MILES TO A ROAD RIGHT,
 OS0525'THENCE NORTH 0.25 MILE TO THE MARK ON THE LEFT, 42 FEET ESAT
 OS0525'OF A FENCE CORNER, 2 FEET SOUTH OF AN EAST-WEST FENCE AND SET
 OS0525'IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE
 OS0525'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0529 ***********************************************************************
 OS0529  DESIGNATION -  E 7 M AZ MK
 OS0529  PID         -  OS0529
 OS0529  STATE/COUNTY-  SD/JACKSON
 OS0529  COUNTRY     -  US
 OS0529  USGS QUAD   -  WETA (2017)
 OS0529
 OS0529                         *CURRENT SURVEY CONTROL
 OS0529  ______________________________________________________________________
 OS0529* NAD 83(1986) POSITION- 43 51 01.     (N) 101 44 51.     (W)   SCALED
 OS0529* NAVD 88 ORTHO HEIGHT -   753.483 (meters)     2472.05  (feet) ADJUSTED
 OS0529  ______________________________________________________________________
 OS0529  GEOID HEIGHT    -        -20.715 (meters)                     GEOID18
 OS0529  DYNAMIC HEIGHT  -        753.245 (meters)     2471.27  (feet) COMP
 OS0529  MODELED GRAVITY -    980,277.4   (mgal)                       NAVD 88
 OS0529
 OS0529  VERT ORDER      -  SECOND    CLASS 0
 OS0529
 OS0529.The horizontal coordinates were scaled from a map and have
 OS0529.an estimated accuracy of +/- 6 seconds.
 OS0529
 OS0529.The orthometric height was determined by differential leveling and
 OS0529.adjusted by the NATIONAL GEODETIC SURVEY
 OS0529.in June 1991.
 OS0529
 OS0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0529.GEOID18 height accuracy estimate available here.
 OS0529
 OS0529.Click photographs - Photos may exist for this station.
 OS0529
 OS0529.The dynamic height is computed by dividing the NAVD 88
 OS0529.geopotential number by the normal gravity value computed on the
 OS0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0529.degrees latitude (g = 980.6199 gals.).
 OS0529
 OS0529.The modeled gravity was interpolated from observed gravity values.
 OS0529
 OS0529;                    North         East    Units  Estimated Accuracy
 OS0529;SPC SD S     -   169,490.      486,310.      MT  (+/- 180 meters Scaled)
 OS0529
 OS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP791589(NAD 83)
 OS0529
 OS0529                          SUPERSEDED SURVEY CONTROL
 OS0529
 OS0529  NGVD 29 (??/??/92)  753.03   (m)         2470.6    (f) COMPUTED    2 0
 OS0529
 OS0529.Superseded values are not recommended for survey control.
 OS0529
 OS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0529.See file dsdata.pdf to determine how the superseded data were derived.
 OS0529
 OS0529_MARKER: DZ = AZIMUTH MARK DISK
 OS0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0529_STAMPING: E 7 M 1961
 OS0529_MARK LOGO: CGS
 OS0529_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0529+STABILITY: SURFACE MOTION
 OS0529
 OS0529  HISTORY     - Date     Condition        Report By
 OS0529  HISTORY     - 1961     MONUMENTED       CGS
 OS0529  HISTORY     - 1962     GOOD             CGS
 OS0529  HISTORY     - 1966     GOOD             CGS
 OS0529
 OS0529                          STATION DESCRIPTION
 OS0529
 OS0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0529'13.5 MI W FROM KADOKA.
 OS0529'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0529'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0529'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0529'40 AND 73, THENCE 4.0 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0529'HIGHWAY 40, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 OS0529'THENCE 0.3 MILE WEST ALONG A GRADED DIRT ROAD, 0.2 MILE WEST OF
 OS0529'A FARM HOUSE, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OS0529'ABOUT LEVEL WITH THE ROAD, 1 FOOT SOUTH OF A FENCE, 2.7 FEET
 OS0529'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 OS0529'POST PROJECTING 4-INCHES.
 OS0529
 OS0529                          STATION RECOVERY (1966)
 OS0529
 OS0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0517 ***********************************************************************
 OS0517  DESIGNATION -  E 7 N 2
 OS0517  PID         -  OS0517
 OS0517  STATE/COUNTY-  SD/JACKSON
 OS0517  COUNTRY     -  US
 OS0517  USGS QUAD   -  WETA (2017)
 OS0517
 OS0517                         *CURRENT SURVEY CONTROL
 OS0517  ______________________________________________________________________
 OS0517* NAD 83(1986) POSITION- 43 50 07.     (N) 101 44 15.     (W)   SCALED
 OS0517* NAVD 88 ORTHO HEIGHT -   773.44  (meters)     2537.5   (feet) RESET
 OS0517  ______________________________________________________________________
 OS0517  GEOID HEIGHT    -        -20.744 (meters)                     GEOID18
 OS0517  VERT ORDER      -  THIRD
 OS0517
 OS0517.The horizontal coordinates were scaled from a map and have
 OS0517.an estimated accuracy of +/- 6 seconds.
 OS0517
 OS0517.The orthometric height was computed from unverified reset data.
 OS0517
 OS0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0517.GEOID18 height accuracy estimate available here.
 OS0517
 OS0517.Click photographs - Photos may exist for this station.
 OS0517
 OS0517;                    North         East    Units  Estimated Accuracy
 OS0517;SPC SD S     -   167,810.      487,080.      MT  (+/- 180 meters Scaled)
 OS0517
 OS0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP799572(NAD 83)
 OS0517
 OS0517                          SUPERSEDED SURVEY CONTROL
 OS0517
 OS0517.No superseded survey control is available for this station.
 OS0517
 OS0517_MARKER: DS = TRIANGULATION STATION DISK
 OS0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0517_STAMPING: E 7 N 2 1966 BM RESET
 OS0517_MARK LOGO: CGS
 OS0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0517+STABILITY: SURFACE MOTION
 OS0517
 OS0517  HISTORY     - Date     Condition        Report By
 OS0517  HISTORY     - 1966     MONUMENTED       CGS
 OS0517
 OS0517                          STATION DESCRIPTION
 OS0517
 OS0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0517'11.5 MI W FROM KADOKA.
 OS0517'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0517'FROM KADOKA TO JUNCTION WITH STATE HIGHWAY 73, THENCE CONTINUE
 OS0517'WEST ON INTERSTATE 90 FOR 3.8 MILES TO MARK ON LEFT, 330 FEET
 OS0517'SOUTH OF THE CENTER OF THE MEDIAN, 3.5 FEET SOUTHWEST OF A METAL
 OS0517'WITNESS POST AND 3 FEET SOUTH OF RIGHT OF WAY FENCE AND SET IN
 OS0517'THE TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0519 ***********************************************************************
 OS0519  DESIGNATION -  E 7 N 2 RM 3
 OS0519  PID         -  OS0519
 OS0519  STATE/COUNTY-  SD/JACKSON
 OS0519  COUNTRY     -  US
 OS0519  USGS QUAD   -  WETA (2017)
 OS0519
 OS0519                         *CURRENT SURVEY CONTROL
 OS0519  ______________________________________________________________________
 OS0519* NAD 83(1986) POSITION- 43 50 07.     (N) 101 44 15.     (W)   SCALED
 OS0519* NAVD 88 ORTHO HEIGHT -   774.29  (meters)     2540.3   (feet) RESET
 OS0519  ______________________________________________________________________
 OS0519  GEOID HEIGHT    -        -20.744 (meters)                     GEOID18
 OS0519  VERT ORDER      -  THIRD
 OS0519
 OS0519.The horizontal coordinates were scaled from a map and have
 OS0519.an estimated accuracy of +/- 6 seconds.
 OS0519
 OS0519.The orthometric height was computed from unverified reset data.
 OS0519
 OS0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0519.GEOID18 height accuracy estimate available here.
 OS0519
 OS0519.Click photographs - Photos may exist for this station.
 OS0519
 OS0519;                    North         East    Units  Estimated Accuracy
 OS0519;SPC SD S     -   167,810.      487,080.      MT  (+/- 180 meters Scaled)
 OS0519
 OS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP799572(NAD 83)
 OS0519
 OS0519                          SUPERSEDED SURVEY CONTROL
 OS0519
 OS0519.No superseded survey control is available for this station.
 OS0519
 OS0519_MARKER: DR = REFERENCE MARK DISK
 OS0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0519_STAMPING: E 7 N 2 NO 3 1966 BM RESET
 OS0519_MARK LOGO: CGS
 OS0519_PROJECTION: FLUSH
 OS0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0519+STABILITY: SURFACE MOTION
 OS0519
 OS0519  HISTORY     - Date     Condition        Report By
 OS0519  HISTORY     - 1966     MONUMENTED       CGS
 OS0519
 OS0519                          STATION DESCRIPTION
 OS0519
 OS0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0519'11.5 MI W FROM KADOKA.
 OS0519'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0519'FROM KADOKA TO JUNCTION WITH STATE HIGHWAY 73, THENCE CONTINUE
 OS0519'WEST ALONG INTERSTATE 90 FOR 3.8 MILES TO MARK ON LEFT, ABOUT
 OS0519'328 FEET SOUTH OF THE CENTER OF THE MEDIAN, ABOUT 58 FEET EAST
 OS0519'OF E 7 N 2 1966, 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE AND SET
 OS0519'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0518 ***********************************************************************
 OS0518  DESIGNATION -  E 7 N 2 RM 4
 OS0518  PID         -  OS0518
 OS0518  STATE/COUNTY-  SD/JACKSON
 OS0518  COUNTRY     -  US
 OS0518  USGS QUAD   -  WETA (2017)
 OS0518
 OS0518                         *CURRENT SURVEY CONTROL
 OS0518  ______________________________________________________________________
 OS0518* NAD 83(1986) POSITION- 43 50 08.     (N) 101 44 15.     (W)   SCALED
 OS0518* NAVD 88 ORTHO HEIGHT -   773.02  (meters)     2536.1   (feet) RESET
 OS0518  ______________________________________________________________________
 OS0518  GEOID HEIGHT    -        -20.744 (meters)                     GEOID18
 OS0518  VERT ORDER      -  THIRD
 OS0518
 OS0518.The horizontal coordinates were scaled from a map and have
 OS0518.an estimated accuracy of +/- 6 seconds.
 OS0518
 OS0518.The orthometric height was computed from unverified reset data.
 OS0518
 OS0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0518.GEOID18 height accuracy estimate available here.
 OS0518
 OS0518.Click photographs - Photos may exist for this station.
 OS0518
 OS0518;                    North         East    Units  Estimated Accuracy
 OS0518;SPC SD S     -   167,840.      487,080.      MT  (+/- 180 meters Scaled)
 OS0518
 OS0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP799572(NAD 83)
 OS0518
 OS0518                          SUPERSEDED SURVEY CONTROL
 OS0518
 OS0518.No superseded survey control is available for this station.
 OS0518
 OS0518_MARKER: DR = REFERENCE MARK DISK
 OS0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0518_STAMPING: E 7 N 2 NO 4 1966 RM RESET
 OS0518_MARK LOGO: CGS
 OS0518_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0518+STABILITY: SURFACE MOTION
 OS0518
 OS0518  HISTORY     - Date     Condition        Report By
 OS0518  HISTORY     - 1966     MONUMENTED       CGS
 OS0518
 OS0518                          STATION DESCRIPTION
 OS0518
 OS0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0518'11.5 MI W FROM KADOKA.
 OS0518'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0518'FROM KADOKA TO THE JUNCTION WITH STATE HIGHWAY 73, THENCE
 OS0518'CONTINUE WEST ALONG INTERSTATE 90 FOR 3.8 MILES TO MARK ON LEFT,
 OS0518'ABOUT 327 FEET SOUTH OF THE CENTER OF THE MEDIAN, 64 FEET WEST
 OS0518'OF E 7 N 2 1966, 1 FOOT NORTH OF THE RIGHT OF WAY FENCE AND
 OS0518'SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0520 ***********************************************************************
 OS0520  DESIGNATION -  E 7 N RM 2
 OS0520  PID         -  OS0520
 OS0520  STATE/COUNTY-  SD/JACKSON
 OS0520  COUNTRY     -  US
 OS0520  USGS QUAD   -  WETA (2017)
 OS0520
 OS0520                         *CURRENT SURVEY CONTROL
 OS0520  ______________________________________________________________________
 OS0520* NAD 83(1986) POSITION- 43 50 08.     (N) 101 44 16.     (W)   SCALED
 OS0520* NAVD 88 ORTHO HEIGHT -   772.453 (meters)     2534.29  (feet) ADJUSTED
 OS0520  ______________________________________________________________________
 OS0520  GEOID HEIGHT    -        -20.743 (meters)                     GEOID18
 OS0520  DYNAMIC HEIGHT  -        772.207 (meters)     2533.48  (feet) COMP
 OS0520  MODELED GRAVITY -    980,274.7   (mgal)                       NAVD 88
 OS0520
 OS0520  VERT ORDER      -  SECOND    CLASS 0
 OS0520
 OS0520.The horizontal coordinates were scaled from a map and have
 OS0520.an estimated accuracy of +/- 6 seconds.
 OS0520
 OS0520.The orthometric height was determined by differential leveling and
 OS0520.adjusted by the NATIONAL GEODETIC SURVEY
 OS0520.in June 1991.
 OS0520
 OS0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0520.GEOID18 height accuracy estimate available here.
 OS0520
 OS0520.Click photographs - Photos may exist for this station.
 OS0520
 OS0520.The dynamic height is computed by dividing the NAVD 88
 OS0520.geopotential number by the normal gravity value computed on the
 OS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0520.degrees latitude (g = 980.6199 gals.).
 OS0520
 OS0520.The modeled gravity was interpolated from observed gravity values.
 OS0520
 OS0520;                    North         East    Units  Estimated Accuracy
 OS0520;SPC SD S     -   167,840.      487,060.      MT  (+/- 180 meters Scaled)
 OS0520
 OS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP798572(NAD 83)
 OS0520
 OS0520                          SUPERSEDED SURVEY CONTROL
 OS0520
 OS0520  NGVD 29 (??/??/92)  772.00   (m)         2532.8    (f) COMPUTED    2 0
 OS0520
 OS0520.Superseded values are not recommended for survey control.
 OS0520
 OS0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0520.See file dsdata.pdf to determine how the superseded data were derived.
 OS0520
 OS0520_MARKER: DR = REFERENCE MARK DISK
 OS0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0520_STAMPING: E 7 N NO 2 1961
 OS0520_MARK LOGO: CGS
 OS0520_PROJECTION: FLUSH
 OS0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0520+STABILITY: SURFACE MOTION
 OS0520
 OS0520  HISTORY     - Date     Condition        Report By
 OS0520  HISTORY     - 1961     MONUMENTED       CGS
 OS0520  HISTORY     - 1962     GOOD             CGS
 OS0520  HISTORY     - 1966     GOOD             CGS
 OS0520
 OS0520                          STATION DESCRIPTION
 OS0520
 OS0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0520'12 MI W FROM KADOKA.
 OS0520'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0520'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0520'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0520'40 AND 73, THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0520'HIGHWAY 40, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, 114 FEET
 OS0520'SOUTH OF THE CENTER LINE OF THE NEW HIGHWAY, 1 FOOT NORTH OF A
 OS0520'FENCE, 329.1 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM E 7 N
 OS0520'1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OS0520'THE GROUND.
 OS0520
 OS0520                          STATION RECOVERY (1966)
 OS0520
 OS0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0520 ***********************************************************************
 QS0520  DESIGNATION -  E 71
 QS0520  PID         -  QS0520
 QS0520  STATE/COUNTY-  SD/ZIEBACH
 QS0520  COUNTRY     -  US
 QS0520  USGS QUAD   -  DUPREE (2017)
 QS0520
 QS0520                         *CURRENT SURVEY CONTROL
 QS0520  ______________________________________________________________________
 QS0520* NAD 83(1986) POSITION- 45 03 05.5    (N) 101 34 06.3    (W)   HD_HELD2
 QS0520* NAVD 88 ORTHO HEIGHT -   713.270 (meters)     2340.12  (feet) ADJUSTED
 QS0520  ______________________________________________________________________
 QS0520  GEOID HEIGHT    -        -20.612 (meters)                     GEOID18
 QS0520  DYNAMIC HEIGHT  -        713.128 (meters)     2339.65  (feet) COMP
 QS0520  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 QS0520
 QS0520  VERT ORDER      -  FIRST     CLASS II
 QS0520
 QS0520.The horizontal coordinates were established by autonomous hand held GPS
 QS0520.observations and have an estimated accuracy of +/- 10 meters.
 QS0520
 QS0520.The orthometric height was determined by differential leveling and
 QS0520.adjusted by the NATIONAL GEODETIC SURVEY
 QS0520.in July 1998.
 QS0520
 QS0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0520.GEOID18 height accuracy estimate available here.
 QS0520
 QS0520.Click photographs - Photos may exist for this station.
 QS0520
 QS0520.The dynamic height is computed by dividing the NAVD 88
 QS0520.geopotential number by the normal gravity value computed on the
 QS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0520.degrees latitude (g = 980.6199 gals.).
 QS0520
 QS0520.The modeled gravity was interpolated from observed gravity values.
 QS0520
 QS0520;                    North         East    Units  Estimated Accuracy
 QS0520;SPC SD N     -   136,565.      476,461.      MT  (+/- 10 meters HH2 GPS)
 QS0520
 QS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9775191883(NAD 83)
 QS0520
 QS0520                          SUPERSEDED SURVEY CONTROL
 QS0520
 QS0520  NAVD 88 (06/15/91)  713.262  (m)         2340.09   (f) SUPERSEDED  1 2
 QS0520  NGVD 29 (??/??/92)  712.813  (m)         2338.62   (f) ADJ UNCH    1 2
 QS0520
 QS0520.Superseded values are not recommended for survey control.
 QS0520
 QS0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0520.See file dsdata.pdf to determine how the superseded data were derived.
 QS0520
 QS0520_MARKER: DB = BENCH MARK DISK
 QS0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0520_STAMPING: E 71 1934
 QS0520_MARK LOGO: CGS
 QS0520_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0520+STABILITY: SURFACE MOTION
 QS0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0520+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 QS0520
 QS0520  HISTORY     - Date     Condition        Report By
 QS0520  HISTORY     - 1934     MONUMENTED       CGS
 QS0520  HISTORY     - 1985     GOOD             NGS
 QS0520  HISTORY     - 19960425 GOOD             NGS
 QS0520  HISTORY     - 20120718 GOOD             INDIV
 QS0520  HISTORY     - 20210910 MARK NOT FOUND   NGS
 QS0520
 QS0520                          STATION DESCRIPTION
 QS0520
 QS0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0520'2 MI E FROM DUPREE.
 QS0520'ABOUT 2 MILES EAST OF DUPREE BY HIGHWAY.  ALONG THE CHICAGO,
 QS0520'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.  AT ROAD CROSSING,
 QS0520'2 POLES EAST OF MILEPOST 81.  JUST SOUTH OF JUNCTION OF STATE
 QS0520'HIGHWAY 63 AND U.S. HIGHWAY 212.  SET IN POST 63 FEET WEST OF
 QS0520'THE CENTER LINE OF THE ROAD AND 50 FEET SOUTH OF THE CENTER
 QS0520'LINE OF THE TRACKS, AT TRACK LEVEL.  STANDARD DISK, STAMPED
 QS0520'E 71 1934.
 QS0520
 QS0520                          STATION RECOVERY (1985)
 QS0520
 QS0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0520'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.86 KM (1.78
 QS0520'MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 QS0520'DUPREE, AT THE T JUNCTION OF STATE HIGHWAY 65 LEADING NORTH, IN THE
 QS0520'SOUTHWEST CORNER OF A GRAVEL SECTION LINE ROAD LEADING SOUTH,
 QS0520'60.0 METERS (197 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.5 METERS (54
 QS0520'FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 118.0 METERS (387 FT)
 QS0520'SOUTHEAST OF MILEPOST 138 AND 9.4 METERS (31 FT) NORTH-NORTHWEST OF A
 QS0520'POWER POLE.
 QS0520'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0520'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 QS0520
 QS0520                          STATION RECOVERY (1996)
 QS0520
 QS0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0520'2.9 KM (1.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0520'MAIN STREET IN DUPREE, 100.4 M (329.4 FT) EAST OF MILEPOST 138, 58.4 M
 QS0520'(191.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.4 M (53.8 FT) WEST OF
 QS0520'THE CENTER OF A DIRT ROAD, 14.6 M (47.9 FT) SOUTH OF THE CENTER OF AN
 QS0520'RAILROAD GRADE (TRACKS REMOVED), 9.1 M (29.9 FT) NORTHWEST OF A
 QS0520'UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 QS0520'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 QS0520'GROUND SURFACE.
 QS0520
 QS0520                          STATION RECOVERY (2012)
 QS0520
 QS0520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0520'RECOVERED IN GOOD CONDITION.
 QS0520
 QS0520                          STATION RECOVERY (2021)
 QS0520
 QS0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (TAH)
 QS0520'THE STATION IS LOCATED ABOUT 10.5 MI (17.0 KM) EAST OF RED ELM, 7.2 MI
 QS0520'(11.6 KM) WEST-NORTHWEST OF LANTRY AND 1.6 MI (2.6 KM) EAST OF DUPREE.
 QS0520'THE MARK'S LOCATION WAS REDETERMINED PHOTOGRAPHICALLY USING LEVELING
 QS0520'PROJECT L3007'S STADIA DISTANCES ALONG THE ABANDONED RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0384 ***********************************************************************
 PT0384  DESIGNATION -  E 72
 PT0384  PID         -  PT0384
 PT0384  STATE/COUNTY-  SD/ZIEBACH
 PT0384  COUNTRY     -  US
 PT0384  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0384
 PT0384                         *CURRENT SURVEY CONTROL
 PT0384  ______________________________________________________________________
 PT0384* NAD 83(1986) POSITION- 44 51 48.     (N) 101 16 42.     (W)   SCALED
 PT0384* NAVD 88 ORTHO HEIGHT -   617.190 (meters)     2024.90  (feet) ADJUSTED
 PT0384  ______________________________________________________________________
 PT0384  GEOID HEIGHT    -        -21.425 (meters)                     GEOID18
 PT0384  DYNAMIC HEIGHT  -        617.071 (meters)     2024.51  (feet) COMP
 PT0384  MODELED GRAVITY -    980,404.6   (mgal)                       NAVD 88
 PT0384
 PT0384  VERT ORDER      -  FIRST     CLASS II
 PT0384
 PT0384.The horizontal coordinates were scaled from a map and have
 PT0384.an estimated accuracy of +/- 6 seconds.
 PT0384
 PT0384.The orthometric height was determined by differential leveling and
 PT0384.adjusted by the NATIONAL GEODETIC SURVEY
 PT0384.in June 1991.
 PT0384
 PT0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0384.GEOID18 height accuracy estimate available here.
 PT0384
 PT0384.Click photographs - Photos may exist for this station.
 PT0384
 PT0384.The dynamic height is computed by dividing the NAVD 88
 PT0384.geopotential number by the normal gravity value computed on the
 PT0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0384.degrees latitude (g = 980.6199 gals.).
 PT0384
 PT0384.The modeled gravity was interpolated from observed gravity values.
 PT0384
 PT0384;                    North         East    Units  Estimated Accuracy
 PT0384;SPC SD N     -   115,250.      498,980.      MT  (+/- 180 meters Scaled)
 PT0384
 PT0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ200702(NAD 83)
 PT0384
 PT0384                          SUPERSEDED SURVEY CONTROL
 PT0384
 PT0384  NGVD 29 (??/??/92)  616.729  (m)         2023.39   (f) ADJ UNCH    1 2
 PT0384
 PT0384.Superseded values are not recommended for survey control.
 PT0384
 PT0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0384.See file dsdata.pdf to determine how the superseded data were derived.
 PT0384
 PT0384_MARKER: DB = BENCH MARK DISK
 PT0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0384_STAMPING: E 72 1934
 PT0384_MARK LOGO: CGS
 PT0384_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0384+STABILITY: SURFACE MOTION
 PT0384
 PT0384  HISTORY     - Date     Condition        Report By
 PT0384  HISTORY     - 1934     MONUMENTED       CGS
 PT0384  HISTORY     - 1952     GOOD             CGS
 PT0384  HISTORY     - 1971     GOOD             NGS
 PT0384  HISTORY     - 1985     GOOD             NGS
 PT0384
 PT0384                          STATION DESCRIPTION
 PT0384
 PT0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PT0384'2.1 MI W FROM EAGLE BUTTE.
 PT0384'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0384'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0384'9.1 MILES SOUTH ALONG STATE HIGHWAY 63, 54 FEET NORTH OF THE
 PT0384'CENTERLINE OF A SIDE ROAD, 45 FEET EAST OF THE CENTERLINE OF
 PT0384'THE HIGHWAY, 2 FEET LOWER THAN THE HIGHWAY AND SET IN THE TOP
 PT0384'OF A CONCRETE POST.
 PT0384
 PT0384                          STATION RECOVERY (1971)
 PT0384
 PT0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PT0384'RECOVERED IN GOOD CONDITION.
 PT0384
 PT0384                          STATION RECOVERY (1985)
 PT0384
 PT0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0384'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0384'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0384'EAGLE BUTTE, THENCE 16.38 KM (10.18 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0384'IN THE NORTHEAST CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 PT0384'EAST, 0.64 KM (0.40 MI) SOUTH OF MILEPOST 158, 12.5 METERS (41 FT)
 PT0384'EAST OF THE HIGHWAY CENTERLINE, 15.5 METERS (51 FT) NORTH OF THE
 PT0384'CENTER OF THE ROAD, 118.3 METERS (388 FT) WEST OF BENCH MARK X 433 AND
 PT0384'8.1 METER (26.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE RIGHT-OF-WAY
 PT0384'FENCE.
 PT0384'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0384'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0427 ***********************************************************************
 PT0427  DESIGNATION -  E 73
 PT0427  PID         -  PT0427
 PT0427  STATE/COUNTY-  SD/STANLEY
 PT0427  COUNTRY     -  US
 PT0427  USGS QUAD   -  MAY RANCH (2017)
 PT0427
 PT0427                         *CURRENT SURVEY CONTROL
 PT0427  ______________________________________________________________________
 PT0427* NAD 83(1986) POSITION- 44 22 18.     (N) 101 07 29.     (W)   SCALED
 PT0427* NAVD 88 ORTHO HEIGHT -   634.408 (meters)     2081.39  (feet) POSTED
 PT0427  ______________________________________________________________________
 PT0427  GEOID HEIGHT    -        -22.344 (meters)                     GEOID18
 PT0427  DYNAMIC HEIGHT  -        634.25  (meters)     2080.9   (feet) COMP
 PT0427  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 PT0427
 PT0427  VERT ORDER      -  * POSTED, SEE BELOW
 PT0427
 PT0427.The horizontal coordinates were scaled from a map and have
 PT0427.an estimated accuracy of +/- 6 seconds.
 PT0427
 PT0427.The orthometric height was determined by differential leveling
 PT0427.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0427
 PT0427.* This is a POSTED BENCH MARK height.
 PT0427
 PT0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0427.GEOID18 height accuracy estimate available here.
 PT0427
 PT0427.Click photographs - Photos may exist for this station.
 PT0427
 PT0427.The dynamic height is computed by dividing the NAVD 88
 PT0427.geopotential number by the normal gravity value computed on the
 PT0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0427.degrees latitude (g = 980.6199 gals.).
 PT0427
 PT0427.The modeled gravity was interpolated from observed gravity values.
 PT0427
 PT0427;                    North         East    Units  Estimated Accuracy
 PT0427;SPC SD S     -   226,750.      536,930.      MT  (+/- 180 meters Scaled)
 PT0427
 PT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ307153(NAD 83)
 PT0427
 PT0427                          SUPERSEDED SURVEY CONTROL
 PT0427
 PT0427  NGVD 29 (??/??/92)  633.954  (m)         2079.90   (f) ADJ UNCH    2 0
 PT0427
 PT0427.Superseded values are not recommended for survey control.
 PT0427
 PT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0427.See file dsdata.pdf to determine how the superseded data were derived.
 PT0427
 PT0427_MARKER: DB = BENCH MARK DISK
 PT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0427_STAMPING: E 73 1934
 PT0427_MARK LOGO: CGS
 PT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0427+STABILITY: SURFACE MOTION
 PT0427
 PT0427  HISTORY     - Date     Condition        Report By
 PT0427  HISTORY     - 1934     MONUMENTED       CGS
 PT0427  HISTORY     - 1934     GOOD             CGS
 PT0427  HISTORY     - 1977     MARK NOT FOUND   USGS
 PT0427  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0427
 PT0427                          STATION DESCRIPTION
 PT0427
 PT0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0427'22 MI N FROM MIDLAND.
 PT0427'IN STANLEY COUNTY, ABOUT 22 MILES NORTH ALONG STATE HIGHWAY 63
 PT0427'FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT THE
 PT0427'JUNCTION WITH U.S. HIGHWAY 14, ABOUT 175 FEET EAST OF THE WEST
 PT0427'HIGHWAY, ABOUT 100 FEET SOUTH OF THE NORTH HIGHWAY, AND ABOUT
 PT0427'3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 73
 PT0427'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PT0427
 PT0427                          STATION RECOVERY (1934)
 PT0427
 PT0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0427'RECOVERED IN GOOD CONDITION.
 PT0427
 PT0427                          STATION RECOVERY (1977)
 PT0427
 PT0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PT0427'MARK NOT FOUND.
 PT0427
 PT0427                          STATION RECOVERY (1985)
 PT0427
 PT0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0427'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0318 ***********************************************************************
 OS0318  DESIGNATION -  E 74
 OS0318  PID         -  OS0318
 OS0318  STATE/COUNTY-  SD/JACKSON
 OS0318  COUNTRY     -  US
 OS0318  USGS QUAD   -  STAMFORD (2017)
 OS0318
 OS0318                         *CURRENT SURVEY CONTROL
 OS0318  ______________________________________________________________________
 OS0318* NAD 83(1986) POSITION- 43 53 38.     (N) 101 06 44.     (W)   SCALED
 OS0318* NAVD 88 ORTHO HEIGHT -   704.255 (meters)     2310.54  (feet) ADJUSTED
 OS0318  ______________________________________________________________________
 OS0318  GEOID HEIGHT    -        -23.072 (meters)                     GEOID18
 OS0318  DYNAMIC HEIGHT  -        704.023 (meters)     2309.78  (feet) COMP
 OS0318  MODELED GRAVITY -    980,266.4   (mgal)                       NAVD 88
 OS0318
 OS0318  VERT ORDER      -  FIRST     CLASS II
 OS0318
 OS0318.The horizontal coordinates were scaled from a map and have
 OS0318.an estimated accuracy of +/- 6 seconds.
 OS0318
 OS0318.The orthometric height was determined by differential leveling and
 OS0318.adjusted by the NATIONAL GEODETIC SURVEY
 OS0318.in June 1991.
 OS0318
 OS0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0318.GEOID18 height accuracy estimate available here.
 OS0318
 OS0318.Click photographs - Photos may exist for this station.
 OS0318
 OS0318.The dynamic height is computed by dividing the NAVD 88
 OS0318.geopotential number by the normal gravity value computed on the
 OS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0318.degrees latitude (g = 980.6199 gals.).
 OS0318
 OS0318.The modeled gravity was interpolated from observed gravity values.
 OS0318
 OS0318;                    North         East    Units  Estimated Accuracy
 OS0318;SPC SD S     -   173,660.      537,420.      MT  (+/- 180 meters Scaled)
 OS0318
 OS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP303622(NAD 83)
 OS0318
 OS0318                          SUPERSEDED SURVEY CONTROL
 OS0318
 OS0318  NGVD 29 (??/??/92)  703.765  (m)         2308.94   (f) ADJ UNCH    1 2
 OS0318
 OS0318.Superseded values are not recommended for survey control.
 OS0318
 OS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0318.See file dsdata.pdf to determine how the superseded data were derived.
 OS0318
 OS0318_MARKER: DB = BENCH MARK DISK
 OS0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0318_SP_SET: HEADWALL
 OS0318_STAMPING: E 74 1934
 OS0318_MARK LOGO: CGS
 OS0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0318+STABILITY: SURFACE MOTION
 OS0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0318+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2013
 OS0318
 OS0318  HISTORY     - Date     Condition        Report By
 OS0318  HISTORY     - 1934     MONUMENTED       CGS
 OS0318  HISTORY     - 1962     GOOD             CGS
 OS0318  HISTORY     - 1985     GOOD             NGS
 OS0318  HISTORY     - 19910621 GOOD             NGS
 OS0318  HISTORY     - 20130121 GOOD             INDIV
 OS0318
 OS0318                          STATION DESCRIPTION
 OS0318
 OS0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0318'1.1 MI W FROM STAMFORD.
 OS0318'1.2 MILES WEST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO, MILWAUKEE,
 OS0318'ST. PAUL AND PACIFIC RAILROAD STATION AT STAMFORD, JACKSON
 OS0318'COUNTY, AT A LARGE CULVERT, NEAR THE CENTER OF THE SOUTH CONCRETE
 OS0318'HEADWALL, AND 2 FEET HIGHER THAN THE HIGHWAY.
 OS0318
 OS0318                          STATION RECOVERY (1985)
 OS0318
 OS0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0318'THE MARK IS 0.8 M ABOVE THE ROAD.
 OS0318'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.69 KM (0.43
 OS0318'MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT BELVIDERE,
 OS0318'THENCE 15.04 KM (9.35 MI) EAST ALONG THE I 90 SERVICE ROAD, THENCE
 OS0318'0.13 KM (0.08 MI) NORTH ALONG A PAVED ROAD LEADING NORTH TO I 90 EXIT
 OS0318'172, THENCE 0.65 KM (0.40 MI) WEST ALONG THE OLD ABANDON HIGHWAY BED,
 OS0318'IN THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL FOR A 6- BY 8-FOOT
 OS0318'CONCRETE BOX CULVERT IN THE OLD HIGHWAY BED, 4.0 METERS (13 FT) SOUTH
 OS0318'OF THE CENTER OF THE ROAD.
 OS0318
 OS0318                          STATION RECOVERY (1991)
 OS0318
 OS0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0318'32.7 KM (20.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0318'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), THENCE 0.5 KM
 OS0318'(0.30 MI) SOUTHERLY ALONG A COUNTY ROAD (EXIT 172), THENCE 0.6 KM
 OS0318'(0.35 MI) WESTERLY ALONG AN ABANDONED ROAD, IN TOP OF AND 0.8 M (2.6
 OS0318'FT) WEST OF THE EAST END OF THE CONCRETE HEADWALL OF A BOX CULVERT
 OS0318'UNDER THE ROAD, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF THE ROAD, AND
 OS0318'0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD.
 OS0318
 OS0318                          STATION RECOVERY (2013)
 OS0318
 OS0318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0454 ***********************************************************************
 PT0454  DESIGNATION -  E 76
 PT0454  PID         -  PT0454
 PT0454  STATE/COUNTY-  SD/HAAKON
 PT0454  COUNTRY     -  US
 PT0454  USGS QUAD   -  MIDLAND SE (2017)
 PT0454
 PT0454                         *CURRENT SURVEY CONTROL
 PT0454  ______________________________________________________________________
 PT0454* NAD 83(1986) POSITION- 44 04 59.     (N) 101 05 29.     (W)   SCALED
 PT0454* NAVD 88 ORTHO HEIGHT -   561.844 (meters)     1843.32  (feet) ADJUSTED
 PT0454  ______________________________________________________________________
 PT0454  GEOID HEIGHT    -        -23.014 (meters)                     GEOID18
 PT0454  DYNAMIC HEIGHT  -        561.687 (meters)     1842.80  (feet) COMP
 PT0454  MODELED GRAVITY -    980,321.9   (mgal)                       NAVD 88
 PT0454
 PT0454  VERT ORDER      -  FIRST     CLASS II
 PT0454
 PT0454.The horizontal coordinates were scaled from a map and have
 PT0454.an estimated accuracy of +/- 6 seconds.
 PT0454
 PT0454.The orthometric height was determined by differential leveling and
 PT0454.adjusted by the NATIONAL GEODETIC SURVEY
 PT0454.in June 1991.
 PT0454
 PT0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0454.GEOID18 height accuracy estimate available here.
 PT0454
 PT0454.Click photographs - Photos may exist for this station.
 PT0454
 PT0454.The dynamic height is computed by dividing the NAVD 88
 PT0454.geopotential number by the normal gravity value computed on the
 PT0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0454.degrees latitude (g = 980.6199 gals.).
 PT0454
 PT0454.The modeled gravity was interpolated from observed gravity values.
 PT0454
 PT0454;                    North         East    Units  Estimated Accuracy
 PT0454;SPC SD S     -   194,660.      539,290.      MT  (+/- 180 meters Scaled)
 PT0454
 PT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP325832(NAD 83)
 PT0454
 PT0454                          SUPERSEDED SURVEY CONTROL
 PT0454
 PT0454  NGVD 29 (??/??/92)  561.373  (m)         1841.77   (f) ADJ UNCH    1 2
 PT0454
 PT0454.Superseded values are not recommended for survey control.
 PT0454
 PT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0454.See file dsdata.pdf to determine how the superseded data were derived.
 PT0454
 PT0454_MARKER: DB = BENCH MARK DISK
 PT0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0454_STAMPING: E 76 1934
 PT0454_MARK LOGO: CGS
 PT0454_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0454+STABILITY: SURFACE MOTION
 PT0454
 PT0454  HISTORY     - Date     Condition        Report By
 PT0454  HISTORY     - 1934     MONUMENTED       CGS
 PT0454  HISTORY     - 1985     GOOD             NGS
 PT0454
 PT0454                          STATION DESCRIPTION
 PT0454
 PT0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0454'4.1 MI E FROM MIDLAND.
 PT0454'4.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0454'THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, ONE POLE EAST OF
 PT0454'MILEPOST 530, AT A ROAD CROSSING, 50 FEET NORTH OF THE CENTERLINE
 PT0454'OF THE TRACK, 22 FEET EAST OF THE CENTER OF A GATEWAY, 1 FOOT
 PT0454'SOUTH OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 PT0454'STANDARD DISK, STAMPED E 76 1934 AND SET IN THE TOP OF A CONCRETE
 PT0454'POST.
 PT0454
 PT0454                          STATION RECOVERY (1985)
 PT0454
 PT0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0454'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.55 KM (0.96
 PT0454'MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT MIDLAND,
 PT0454'THENCE 4.49 KM (2.79 MI) EAST ALONG A GRAVEL ROAD LEADING TO CAPA,
 PT0454'17.4 METERS (57 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 58.2 METERS
 PT0454'(191 FT) NORTH-NORTHEAST OF RAILROAD MILEPOLE 530 AND 15.2 METERS (50
 PT0454'FT) NORTHWEST OF THE CENTER OF THE TRACKS.
 PT0454'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PT0454'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0147 ***********************************************************************
 PS0147  DESIGNATION -  E 79
 PS0147  PID         -  PS0147
 PS0147  STATE/COUNTY-  SD/BUFFALO
 PS0147  COUNTRY     -  US
 PS0147  USGS QUAD   -  MITTELSTEDT SLOUGH (2017)
 PS0147
 PS0147                         *CURRENT SURVEY CONTROL
 PS0147  ______________________________________________________________________
 PS0147* NAD 83(1986) POSITION- 44 10 41.     (N) 098 59 12.     (W)   SCALED
 PS0147* NAVD 88 ORTHO HEIGHT -   555.468 (meters)     1822.40  (feet) ADJUSTED
 PS0147  ______________________________________________________________________
 PS0147  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 PS0147  DYNAMIC HEIGHT  -        555.338 (meters)     1821.97  (feet) COMP
 PS0147  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 PS0147
 PS0147  VERT ORDER      -  SECOND    CLASS 0
 PS0147
 PS0147.The horizontal coordinates were scaled from a map and have
 PS0147.an estimated accuracy of +/- 6 seconds.
 PS0147
 PS0147.The orthometric height was determined by differential leveling and
 PS0147.adjusted by the NATIONAL GEODETIC SURVEY
 PS0147.in June 1991.
 PS0147
 PS0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0147.GEOID18 height accuracy estimate available here.
 PS0147
 PS0147.Click photographs - Photos may exist for this station.
 PS0147
 PS0147.The dynamic height is computed by dividing the NAVD 88
 PS0147.geopotential number by the normal gravity value computed on the
 PS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0147.degrees latitude (g = 980.6199 gals.).
 PS0147
 PS0147.The modeled gravity was interpolated from observed gravity values.
 PS0147
 PS0147;                    North         East    Units  Estimated Accuracy
 PS0147;SPC SD S     -   205,810.      707,680.      MT  (+/- 180 meters Scaled)
 PS0147
 PS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010916(NAD 83)
 PS0147
 PS0147                          SUPERSEDED SURVEY CONTROL
 PS0147
 PS0147  NGVD 29 (??/??/92)  555.10   (m)         1821.2    (f) COMPUTED    2 0
 PS0147
 PS0147.Superseded values are not recommended for survey control.
 PS0147
 PS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0147.See file dsdata.pdf to determine how the superseded data were derived.
 PS0147
 PS0147_MARKER: DB = BENCH MARK DISK
 PS0147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0147_SP_SET: CULVERT HEADWALL
 PS0147_STAMPING: E 79 1934
 PS0147_MARK LOGO: CGS
 PS0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0147+STABILITY: SURFACE MOTION
 PS0147
 PS0147  HISTORY     - Date     Condition        Report By
 PS0147  HISTORY     - 1934     MONUMENTED       CGS
 PS0147
 PS0147                          STATION DESCRIPTION
 PS0147
 PS0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0147'10.1 MI N FROM GANN VALLEY.
 PS0147'10.1 MILES NORTH OF POST OFFICE AT GANN VALLEY.  ALONG STATE
 PS0147'HIGHWAY 45, ABOUT 1.3 MILE SOUTH OF COUNTY LINE.  AT TRIPLE 6
 PS0147'FOOT BY 4 FOOT RCB CULVERT, 350 YARDS SOUTH OF SECTION CORNER.
 PS0147'SET IN SOUTH END OF WEST HEADWALL, 0.3 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0148 ***********************************************************************
 PS0148  DESIGNATION -  E 79 RESET
 PS0148  PID         -  PS0148
 PS0148  STATE/COUNTY-  SD/BUFFALO
 PS0148  COUNTRY     -  US
 PS0148  USGS QUAD   -  MITTELSTEDT SLOUGH (2017)
 PS0148
 PS0148                         *CURRENT SURVEY CONTROL
 PS0148  ______________________________________________________________________
 PS0148* NAD 83(1986) POSITION- 44 10 42.     (N) 098 59 11.     (W)   SCALED
 PS0148* NAVD 88 ORTHO HEIGHT -   555.23  (+/-2cm)     1821.6   (feet) VERTCON3
 PS0148  ______________________________________________________________________
 PS0148  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 PS0148  VERT ORDER      -  THIRD (See Below)
 PS0148
 PS0148.The horizontal coordinates were scaled from a map and have
 PS0148.an estimated accuracy of +/- 6 seconds.
 PS0148
 PS0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0148
 PS0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0148.GEOID18 height accuracy estimate available here.
 PS0148
 PS0148.The vertical order pertains to the NGVD 29 superseded value.
 PS0148
 PS0148.Click photographs - Photos may exist for this station.
 PS0148
 PS0148;                    North         East    Units  Estimated Accuracy
 PS0148;SPC SD S     -   205,840.      707,700.      MT  (+/- 180 meters Scaled)
 PS0148
 PS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010916(NAD 83)
 PS0148
 PS0148                          SUPERSEDED SURVEY CONTROL
 PS0148
 PS0148  NGVD 29 (??/??/??)  554.86   (m)         1820.4    (f) RESET       3  
 PS0148
 PS0148.Superseded values are not recommended for survey control.
 PS0148
 PS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0148.See file dsdata.pdf to determine how the superseded data were derived.
 PS0148
 PS0148_MARKER: DB = BENCH MARK DISK
 PS0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0148_SP_SET: CULVERT
 PS0148_STAMPING: E 79 RESET 1958
 PS0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0148
 PS0148  HISTORY     - Date     Condition        Report By
 PS0148  HISTORY     - 1958     MONUMENTED       SDHD
 PS0148
 PS0148                          STATION DESCRIPTION
 PS0148
 PS0148'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1958
 PS0148'10.1 MI N FROM GANN VALLEY.
 PS0148'ABOUT 10.1 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST
 PS0148'OFFICE AT GANN VALLEY, BUFFALO COUNTY, ABOUT 1.3 MILES SOUTH OF
 PS0148'THE COUNTY LINE, ABOUT 350 YARDS SOUTH OF A SECTION CORNER, AT A
 PS0148'TWIN 8 X 5 FOOT REINFORCED CONCRETE BOX CULVERT IN THE CENTER
 PS0148'OF THE WEST HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 PS0148'STANDARD DISK, STAMPED E 79 RESET 1958.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0763 ***********************************************************************
 OR0763  DESIGNATION -  E 8
 OR0763  PID         -  OR0763
 OR0763  STATE/COUNTY-  SD/LYMAN
 OR0763  COUNTRY     -  US
 OR0763  USGS QUAD   -  RELIANCE SW (2017)
 OR0763
 OR0763                         *CURRENT SURVEY CONTROL
 OR0763  ______________________________________________________________________
 OR0763* NAD 83(1986) POSITION- 43 52 20.     (N) 099 39 57.     (W)   SCALED
 OR0763* NAVD 88 ORTHO HEIGHT -   553.468 (meters)     1815.84  (feet) ADJUSTED
 OR0763  ______________________________________________________________________
 OR0763  GEOID HEIGHT    -        -25.424 (meters)                     GEOID18
 OR0763  DYNAMIC HEIGHT  -        553.308 (meters)     1815.31  (feet) COMP
 OR0763  MODELED GRAVITY -    980,313.8   (mgal)                       NAVD 88
 OR0763
 OR0763  VERT ORDER      -  FIRST     CLASS II
 OR0763
 OR0763.The horizontal coordinates were scaled from a map and have
 OR0763.an estimated accuracy of +/- 6 seconds.
 OR0763
 OR0763.The orthometric height was determined by differential leveling and
 OR0763.adjusted by the NATIONAL GEODETIC SURVEY
 OR0763.in June 1991.
 OR0763
 OR0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0763.GEOID18 height accuracy estimate available here.
 OR0763
 OR0763.Click photographs - Photos may exist for this station.
 OR0763
 OR0763.The dynamic height is computed by dividing the NAVD 88
 OR0763.geopotential number by the normal gravity value computed on the
 OR0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0763.degrees latitude (g = 980.6199 gals.).
 OR0763
 OR0763.The modeled gravity was interpolated from observed gravity values.
 OR0763
 OR0763;                    North         East    Units  Estimated Accuracy
 OR0763;SPC SD S     -   171,170.      653,650.      MT  (+/- 180 meters Scaled)
 OR0763
 OR0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP465578(NAD 83)
 OR0763
 OR0763                          SUPERSEDED SURVEY CONTROL
 OR0763
 OR0763  NGVD 29 (??/??/92)  553.089  (m)         1814.59   (f) ADJ UNCH    1 2
 OR0763
 OR0763.Superseded values are not recommended for survey control.
 OR0763
 OR0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0763.See file dsdata.pdf to determine how the superseded data were derived.
 OR0763
 OR0763_MARKER: DB = BENCH MARK DISK
 OR0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0763_STAMPING: E 8 1925
 OR0763_MARK LOGO: CGS
 OR0763_PROJECTION: FLUSH
 OR0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0763+STABILITY: SURFACE MOTION
 OR0763
 OR0763  HISTORY     - Date     Condition        Report By
 OR0763  HISTORY     - 1925     MONUMENTED       CGS
 OR0763  HISTORY     - 1941     GOOD             CGS
 OR0763  HISTORY     - 19910627 MARK NOT FOUND   NGS
 OR0763
 OR0763                          STATION DESCRIPTION
 OR0763
 OR0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0763'3 MI W FROM RELIANCE.
 OR0763'ABOUT 3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0763'PACIFIC RAILROAD FROM RELIANCE, LYMAN COUNTY, AT THE CROSSING
 OR0763'OF A SECTION-LINE ROAD, 65.6 FEET SOUTHWEST OF THE CENTER OF
 OR0763'THE CROSSING, 44.1 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 OR0763'36.9 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.7 FEET NORTHWEST
 OR0763'OF A FENCE CORNER, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 OR0763'DISK, STAMPED E 8 1925 AND SET IN THE TOP OF A CONCRETE POST
 OR0763'ABOUT FLUSH WITH THE GROUND.
 OR0763
 OR0763                          STATION RECOVERY (1941)
 OR0763
 OR0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0763'RECOVERED IN GOOD CONDITION.
 OR0763
 OR0763                          STATION RECOVERY (1991)
 OR0763
 OR0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0763'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0388 ***********************************************************************
 OS0388  DESIGNATION -  E 8 K
 OS0388  PID         -  OS0388
 OS0388  STATE/COUNTY-  SD/JACKSON
 OS0388  COUNTRY     -  US
 OS0388  USGS QUAD   -  WETA (2017)
 OS0388
 OS0388                         *CURRENT SURVEY CONTROL
 OS0388  ______________________________________________________________________
 OS0388* NAD 83(1986) POSITION- 43 52 01.     (N) 101 39 41.     (W)   SCALED
 OS0388* NAVD 88 ORTHO HEIGHT -   749.820 (meters)     2460.03  (feet) ADJUSTED
 OS0388  ______________________________________________________________________
 OS0388  GEOID HEIGHT    -        -21.047 (meters)                     GEOID18
 OS0388  DYNAMIC HEIGHT  -        749.584 (meters)     2459.26  (feet) COMP
 OS0388  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0388
 OS0388  VERT ORDER      -  FIRST     CLASS II
 OS0388
 OS0388.The horizontal coordinates were scaled from a map and have
 OS0388.an estimated accuracy of +/- 6 seconds.
 OS0388
 OS0388.The orthometric height was determined by differential leveling and
 OS0388.adjusted by the NATIONAL GEODETIC SURVEY
 OS0388.in June 1991.
 OS0388
 OS0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0388.GEOID18 height accuracy estimate available here.
 OS0388
 OS0388.Click photographs - Photos may exist for this station.
 OS0388
 OS0388.The dynamic height is computed by dividing the NAVD 88
 OS0388.geopotential number by the normal gravity value computed on the
 OS0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0388.degrees latitude (g = 980.6199 gals.).
 OS0388
 OS0388.The modeled gravity was interpolated from observed gravity values.
 OS0388
 OS0388;                    North         East    Units  Estimated Accuracy
 OS0388;SPC SD S     -   171,230.      493,260.      MT  (+/- 180 meters Scaled)
 OS0388
 OS0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP861605(NAD 83)
 OS0388
 OS0388                          SUPERSEDED SURVEY CONTROL
 OS0388
 OS0388  NGVD 29 (??/??/92)  749.36   (m)         2458.5    (f) COMPUTED    1 2
 OS0388
 OS0388.Superseded values are not recommended for survey control.
 OS0388
 OS0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0388.See file dsdata.pdf to determine how the superseded data were derived.
 OS0388
 OS0388_MARKER: DS = TRIANGULATION STATION DISK
 OS0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0388_STAMPING: E 8 K 1961
 OS0388_MARK LOGO: CGS
 OS0388_PROJECTION: FLUSH
 OS0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0388+STABILITY: SURFACE MOTION
 OS0388
 OS0388  HISTORY     - Date     Condition        Report By
 OS0388  HISTORY     - 1961     MONUMENTED       CGS
 OS0388  HISTORY     - 1962     GOOD             CGS
 OS0388
 OS0388                          STATION DESCRIPTION
 OS0388
 OS0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0388'12.2 MI S FROM PHILIP.
 OS0388'ABOUT 12.3 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0388'AND NORTH WESTERN RAILROAD STATION AT PHILIP, ABOUT 0.15 MILE
 OS0388'NORTH OF A FENCE, 101 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OS0388'65 FEET WEST OF A FENCE, 16 FEET SOUTH OF A POWER POLE AND WITNESS
 OS0388'SHIELD, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 OS0388'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0386 ***********************************************************************
 OS0386  DESIGNATION -  E 8 K 2
 OS0386  PID         -  OS0386
 OS0386  STATE/COUNTY-  SD/JACKSON
 OS0386  COUNTRY     -  US
 OS0386  USGS QUAD   -  WETA (2017)
 OS0386
 OS0386                         *CURRENT SURVEY CONTROL
 OS0386  ______________________________________________________________________
 OS0386* NAD 83(1986) POSITION- 43 52 01.     (N) 101 39 41.     (W)   SCALED
 OS0386* NAVD 88 ORTHO HEIGHT -   749.04  (meters)     2457.5   (feet) RESET
 OS0386  ______________________________________________________________________
 OS0386  GEOID HEIGHT    -        -21.047 (meters)                     GEOID18
 OS0386  VERT ORDER      -  THIRD
 OS0386
 OS0386.The horizontal coordinates were scaled from a map and have
 OS0386.an estimated accuracy of +/- 6 seconds.
 OS0386
 OS0386.The orthometric height was computed from unverified reset data.
 OS0386
 OS0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0386.GEOID18 height accuracy estimate available here.
 OS0386
 OS0386.Click photographs - Photos may exist for this station.
 OS0386
 OS0386;                    North         East    Units  Estimated Accuracy
 OS0386;SPC SD S     -   171,230.      493,260.      MT  (+/- 180 meters Scaled)
 OS0386
 OS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP861605(NAD 83)
 OS0386
 OS0386                          SUPERSEDED SURVEY CONTROL
 OS0386
 OS0386.No superseded survey control is available for this station.
 OS0386
 OS0386_MARKER: DS = TRIANGULATION STATION DISK
 OS0386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OS0386_STAMPING: E 8 K 2 1963
 OS0386_MARK LOGO: CGS
 OS0386_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0386
 OS0386  HISTORY     - Date     Condition        Report By
 OS0386  HISTORY     - 1963     MONUMENTED       CGS
 OS0386
 OS0386                          STATION DESCRIPTION
 OS0386
 OS0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OS0386'11.6 MI S FROM PHILLIPS.
 OS0386'ABOUT 11.6 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE RAILROAD
 OS0386'CROSSING IN PHILLIPS, 87 FEET SOUTH OF A POWER POLE AND WITNESS
 OS0386'SIGN, 130 FEET WEST OF THE CENTER OF THE PRESENT HIGHWAY, AND
 OS0386'SET IN THE TOP OF A 3-INCH IRON PIPE THAT IS SET IN CONCRETE
 OS0386'AND PROJECTS ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0387 ***********************************************************************
 OS0387  DESIGNATION -  E 8 K 2 RM 3
 OS0387  PID         -  OS0387
 OS0387  STATE/COUNTY-  SD/JACKSON
 OS0387  COUNTRY     -  US
 OS0387  USGS QUAD   -  WETA (2017)
 OS0387
 OS0387                         *CURRENT SURVEY CONTROL
 OS0387  ______________________________________________________________________
 OS0387* NAD 83(1986) POSITION- 43 52 00.     (N) 101 39 41.     (W)   SCALED
 OS0387* NAVD 88 ORTHO HEIGHT -   748.88  (meters)     2457.0   (feet) RESET
 OS0387  ______________________________________________________________________
 OS0387  GEOID HEIGHT    -        -21.047 (meters)                     GEOID18
 OS0387  VERT ORDER      -  THIRD
 OS0387
 OS0387.The horizontal coordinates were scaled from a map and have
 OS0387.an estimated accuracy of +/- 6 seconds.
 OS0387
 OS0387.The orthometric height was computed from unverified reset data.
 OS0387
 OS0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0387.GEOID18 height accuracy estimate available here.
 OS0387
 OS0387.Click photographs - Photos may exist for this station.
 OS0387
 OS0387;                    North         East    Units  Estimated Accuracy
 OS0387;SPC SD S     -   171,200.      493,260.      MT  (+/- 180 meters Scaled)
 OS0387
 OS0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP861605(NAD 83)
 OS0387
 OS0387                          SUPERSEDED SURVEY CONTROL
 OS0387
 OS0387.No superseded survey control is available for this station.
 OS0387
 OS0387_MARKER: DR = REFERENCE MARK DISK
 OS0387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OS0387_STAMPING: E 8 K 2 NO 3 1963
 OS0387_MARK LOGO: CGS
 OS0387_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0387
 OS0387  HISTORY     - Date     Condition        Report By
 OS0387  HISTORY     - 1963     MONUMENTED       CGS
 OS0387
 OS0387                          STATION DESCRIPTION
 OS0387
 OS0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OS0387'11.6 MI S FROM PHILLIPS.
 OS0387'ABOUT 11.6 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE RAILROAD
 OS0387'CROSSING IN PHILLIPS, 30.6 FEET SOUTH OF A POWER POLE WITH A
 OS0387'WITNESS SIGN, AND SET IN THE TOP OF A 3-INCH IRON PIPE THAT IS
 OS0387'SET IN CONCRETE AND PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0389 ***********************************************************************
 OS0389  DESIGNATION -  E 8 K RM 1
 OS0389  PID         -  OS0389
 OS0389  STATE/COUNTY-  SD/JACKSON
 OS0389  COUNTRY     -  US
 OS0389  USGS QUAD   -  WETA (2017)
 OS0389
 OS0389                         *CURRENT SURVEY CONTROL
 OS0389  ______________________________________________________________________
 OS0389* NAD 83(1986) POSITION- 43 52 01.     (N) 101 39 41.     (W)   SCALED
 OS0389* NAVD 88 ORTHO HEIGHT -   748.909 (meters)     2457.05  (feet) ADJUSTED
 OS0389  ______________________________________________________________________
 OS0389  GEOID HEIGHT    -        -21.047 (meters)                     GEOID18
 OS0389  DYNAMIC HEIGHT  -        748.673 (meters)     2456.27  (feet) COMP
 OS0389  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0389
 OS0389  VERT ORDER      -  FIRST     CLASS II
 OS0389
 OS0389.The horizontal coordinates were scaled from a map and have
 OS0389.an estimated accuracy of +/- 6 seconds.
 OS0389
 OS0389.The orthometric height was determined by differential leveling and
 OS0389.adjusted by the NATIONAL GEODETIC SURVEY
 OS0389.in June 1991.
 OS0389
 OS0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0389.GEOID18 height accuracy estimate available here.
 OS0389
 OS0389.Click photographs - Photos may exist for this station.
 OS0389
 OS0389.The dynamic height is computed by dividing the NAVD 88
 OS0389.geopotential number by the normal gravity value computed on the
 OS0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0389.degrees latitude (g = 980.6199 gals.).
 OS0389
 OS0389.The modeled gravity was interpolated from observed gravity values.
 OS0389
 OS0389;                    North         East    Units  Estimated Accuracy
 OS0389;SPC SD S     -   171,230.      493,260.      MT  (+/- 180 meters Scaled)
 OS0389
 OS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP861605(NAD 83)
 OS0389
 OS0389                          SUPERSEDED SURVEY CONTROL
 OS0389
 OS0389  NGVD 29 (??/??/92)  748.45   (m)         2455.5    (f) COMPUTED    1 2
 OS0389
 OS0389.Superseded values are not recommended for survey control.
 OS0389
 OS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0389.See file dsdata.pdf to determine how the superseded data were derived.
 OS0389
 OS0389_MARKER: DR = REFERENCE MARK DISK
 OS0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0389_STAMPING: E 8 K NO 1 1961
 OS0389_MARK LOGO: CGS
 OS0389_PROJECTION: FLUSH
 OS0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0389+STABILITY: SURFACE MOTION
 OS0389
 OS0389  HISTORY     - Date     Condition        Report By
 OS0389  HISTORY     - 1961     MONUMENTED       CGS
 OS0389  HISTORY     - 1962     GOOD             CGS
 OS0389
 OS0389                          STATION DESCRIPTION
 OS0389
 OS0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0389'12.2 MI S FROM PHILIP.
 OS0389'ABOUT 12.3 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0389'AND NORTH WESTERN RAILROAD STATION AT PHILIP, ABOUT 0.15 MILE
 OS0389'NORTH OF A FENCE, 145 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OS0389'108 FEET WEST OF A FENCE, 55.3 FEET SOUTHWEST OF E8K 1961, 23
 OS0389'FEET NORTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY,
 OS0389'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OS0389'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0393 ***********************************************************************
 OS0393  DESIGNATION -  E 8 L
 OS0393  PID         -  OS0393
 OS0393  STATE/COUNTY-  SD/JACKSON
 OS0393  COUNTRY     -  US
 OS0393  USGS QUAD   -  WETA (2017)
 OS0393
 OS0393                         *CURRENT SURVEY CONTROL
 OS0393  ______________________________________________________________________
 OS0393* NAD 83(1986) POSITION- 43 51 51.     (N) 101 39 55.     (W)   SCALED
 OS0393* NAVD 88 ORTHO HEIGHT -   755.329 (meters)     2478.11  (feet) ADJUSTED
 OS0393  ______________________________________________________________________
 OS0393  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 OS0393  DYNAMIC HEIGHT  -        755.092 (meters)     2477.33  (feet) COMP
 OS0393  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0393
 OS0393  VERT ORDER      -  FIRST     CLASS II
 OS0393
 OS0393.The horizontal coordinates were scaled from a map and have
 OS0393.an estimated accuracy of +/- 6 seconds.
 OS0393
 OS0393.The orthometric height was determined by differential leveling and
 OS0393.adjusted by the NATIONAL GEODETIC SURVEY
 OS0393.in June 1991.
 OS0393
 OS0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0393.GEOID18 height accuracy estimate available here.
 OS0393
 OS0393.Click photographs - Photos may exist for this station.
 OS0393
 OS0393.The dynamic height is computed by dividing the NAVD 88
 OS0393.geopotential number by the normal gravity value computed on the
 OS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0393.degrees latitude (g = 980.6199 gals.).
 OS0393
 OS0393.The modeled gravity was interpolated from observed gravity values.
 OS0393
 OS0393;                    North         East    Units  Estimated Accuracy
 OS0393;SPC SD S     -   170,920.      492,940.      MT  (+/- 180 meters Scaled)
 OS0393
 OS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP858602(NAD 83)
 OS0393
 OS0393                          SUPERSEDED SURVEY CONTROL
 OS0393
 OS0393  NGVD 29 (??/??/92)  754.87   (m)         2476.6    (f) COMPUTED    1 2
 OS0393
 OS0393.Superseded values are not recommended for survey control.
 OS0393
 OS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0393.See file dsdata.pdf to determine how the superseded data were derived.
 OS0393
 OS0393_MARKER: DS = TRIANGULATION STATION DISK
 OS0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0393_STAMPING: E 8 L 1961
 OS0393_MARK LOGO: CGS
 OS0393_PROJECTION: FLUSH
 OS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0393+STABILITY: SURFACE MOTION
 OS0393
 OS0393  HISTORY     - Date     Condition        Report By
 OS0393  HISTORY     - 1961     MONUMENTED       CGS
 OS0393  HISTORY     - 1962     GOOD             CGS
 OS0393
 OS0393                          STATION DESCRIPTION
 OS0393
 OS0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0393'12.6 MI S FROM PHILIP.
 OS0393'ABOUT 12.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0393'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.2 MILE WEST
 OS0393'ALONG A FENCE LINE, ON THE CREST OF A SMALL HILL, 259 FEET SOUTH
 OS0393'OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 OS0393'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0391 ***********************************************************************
 OS0391  DESIGNATION -  E 8 L AZ MK
 OS0391  PID         -  OS0391
 OS0391  STATE/COUNTY-  SD/JACKSON
 OS0391  COUNTRY     -  US
 OS0391  USGS QUAD   -  WETA (2017)
 OS0391
 OS0391                         *CURRENT SURVEY CONTROL
 OS0391  ______________________________________________________________________
 OS0391* NAD 83(1986) POSITION- 43 51 53.     (N) 101 39 35.     (W)   SCALED
 OS0391* NAVD 88 ORTHO HEIGHT -   749.646 (meters)     2459.46  (feet) ADJUSTED
 OS0391  ______________________________________________________________________
 OS0391  GEOID HEIGHT    -        -21.053 (meters)                     GEOID18
 OS0391  DYNAMIC HEIGHT  -        749.410 (meters)     2458.69  (feet) COMP
 OS0391  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0391
 OS0391  VERT ORDER      -  FIRST     CLASS II
 OS0391
 OS0391.The horizontal coordinates were scaled from a map and have
 OS0391.an estimated accuracy of +/- 6 seconds.
 OS0391
 OS0391.The orthometric height was determined by differential leveling and
 OS0391.adjusted by the NATIONAL GEODETIC SURVEY
 OS0391.in June 1991.
 OS0391
 OS0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0391.GEOID18 height accuracy estimate available here.
 OS0391
 OS0391.Click photographs - Photos may exist for this station.
 OS0391
 OS0391.The dynamic height is computed by dividing the NAVD 88
 OS0391.geopotential number by the normal gravity value computed on the
 OS0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0391.degrees latitude (g = 980.6199 gals.).
 OS0391
 OS0391.The modeled gravity was interpolated from observed gravity values.
 OS0391
 OS0391;                    North         East    Units  Estimated Accuracy
 OS0391;SPC SD S     -   170,980.      493,390.      MT  (+/- 180 meters Scaled)
 OS0391
 OS0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP862602(NAD 83)
 OS0391
 OS0391                          SUPERSEDED SURVEY CONTROL
 OS0391
 OS0391  NGVD 29 (??/??/92)  749.19   (m)         2458.0    (f) COMPUTED    1 2
 OS0391
 OS0391.Superseded values are not recommended for survey control.
 OS0391
 OS0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0391.See file dsdata.pdf to determine how the superseded data were derived.
 OS0391
 OS0391_MARKER: DZ = AZIMUTH MARK DISK
 OS0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0391_STAMPING: E 8 L 1961
 OS0391_MARK LOGO: CGS
 OS0391_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0391+STABILITY: SURFACE MOTION
 OS0391
 OS0391  HISTORY     - Date     Condition        Report By
 OS0391  HISTORY     - 1961     MONUMENTED       CGS
 OS0391  HISTORY     - 1962     GOOD             CGS
 OS0391
 OS0391                          STATION DESCRIPTION
 OS0391
 OS0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0391'12.5 MI S FROM PHILIP.
 OS0391'ABOUT 12.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 OS0391'NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.1 MILE EAST
 OS0391'ALONG A PRIVATE DIRT ROAD, 29 FEET NORTH OF THE CENTERLINE OF THE
 OS0391'ROAD, 4.0 FEET WEST OF A METAL WITNESS POST, 1/2 FOOT SOUTH OF A
 OS0391'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 OS0391'CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0392 ***********************************************************************
 OS0392  DESIGNATION -  E 8 L RM 1
 OS0392  PID         -  OS0392
 OS0392  STATE/COUNTY-  SD/JACKSON
 OS0392  COUNTRY     -  US
 OS0392  USGS QUAD   -  WETA (2017)
 OS0392
 OS0392                         *CURRENT SURVEY CONTROL
 OS0392  ______________________________________________________________________
 OS0392* NAD 83(1986) POSITION- 43 51 51.     (N) 101 39 55.     (W)   SCALED
 OS0392* NAVD 88 ORTHO HEIGHT -   754.918 (meters)     2476.76  (feet) ADJUSTED
 OS0392  ______________________________________________________________________
 OS0392  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 OS0392  DYNAMIC HEIGHT  -        754.681 (meters)     2475.98  (feet) COMP
 OS0392  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0392
 OS0392  VERT ORDER      -  FIRST     CLASS II
 OS0392
 OS0392.The horizontal coordinates were scaled from a map and have
 OS0392.an estimated accuracy of +/- 6 seconds.
 OS0392
 OS0392.The orthometric height was determined by differential leveling and
 OS0392.adjusted by the NATIONAL GEODETIC SURVEY
 OS0392.in June 1991.
 OS0392
 OS0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0392.GEOID18 height accuracy estimate available here.
 OS0392
 OS0392.Click photographs - Photos may exist for this station.
 OS0392
 OS0392.The dynamic height is computed by dividing the NAVD 88
 OS0392.geopotential number by the normal gravity value computed on the
 OS0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0392.degrees latitude (g = 980.6199 gals.).
 OS0392
 OS0392.The modeled gravity was interpolated from observed gravity values.
 OS0392
 OS0392;                    North         East    Units  Estimated Accuracy
 OS0392;SPC SD S     -   170,920.      492,940.      MT  (+/- 180 meters Scaled)
 OS0392
 OS0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP858602(NAD 83)
 OS0392
 OS0392                          SUPERSEDED SURVEY CONTROL
 OS0392
 OS0392  NGVD 29 (??/??/92)  754.46   (m)         2475.3    (f) COMPUTED    1 2
 OS0392
 OS0392.Superseded values are not recommended for survey control.
 OS0392
 OS0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0392.See file dsdata.pdf to determine how the superseded data were derived.
 OS0392
 OS0392_MARKER: DR = REFERENCE MARK DISK
 OS0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0392_STAMPING: E 8 L NO 1 1961
 OS0392_MARK LOGO: CGS
 OS0392_PROJECTION: FLUSH
 OS0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0392+STABILITY: SURFACE MOTION
 OS0392
 OS0392  HISTORY     - Date     Condition        Report By
 OS0392  HISTORY     - 1961     MONUMENTED       CGS
 OS0392  HISTORY     - 1962     GOOD             CGS
 OS0392
 OS0392                          STATION DESCRIPTION
 OS0392
 OS0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0392'12.6 MI S FROM PHILIP.
 OS0392'ABOUT 12.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0392'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.2 MILE
 OS0392'WEST ALONG A FENCE LINE, ON THE CREST OF A SMALL HILL, 226 FEET
 OS0392'SOUTH OF AN EAST-WEST FENCE, 45.6 FEET NORTHEAST OF E8L 1961, AND
 OS0392'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0394 ***********************************************************************
 OS0394  DESIGNATION -  E 8 L RM 2
 OS0394  PID         -  OS0394
 OS0394  STATE/COUNTY-  SD/JACKSON
 OS0394  COUNTRY     -  US
 OS0394  USGS QUAD   -  WETA (2017)
 OS0394
 OS0394                         *CURRENT SURVEY CONTROL
 OS0394  ______________________________________________________________________
 OS0394* NAD 83(1986) POSITION- 43 51 51.     (N) 101 39 55.     (W)   SCALED
 OS0394* NAVD 88 ORTHO HEIGHT -   755.172 (meters)     2477.59  (feet) ADJUSTED
 OS0394  ______________________________________________________________________
 OS0394  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 OS0394  DYNAMIC HEIGHT  -        754.935 (meters)     2476.82  (feet) COMP
 OS0394  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0394
 OS0394  VERT ORDER      -  FIRST     CLASS II
 OS0394
 OS0394.The horizontal coordinates were scaled from a map and have
 OS0394.an estimated accuracy of +/- 6 seconds.
 OS0394
 OS0394.The orthometric height was determined by differential leveling and
 OS0394.adjusted by the NATIONAL GEODETIC SURVEY
 OS0394.in June 1991.
 OS0394
 OS0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0394.GEOID18 height accuracy estimate available here.
 OS0394
 OS0394.Click photographs - Photos may exist for this station.
 OS0394
 OS0394.The dynamic height is computed by dividing the NAVD 88
 OS0394.geopotential number by the normal gravity value computed on the
 OS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0394.degrees latitude (g = 980.6199 gals.).
 OS0394
 OS0394.The modeled gravity was interpolated from observed gravity values.
 OS0394
 OS0394;                    North         East    Units  Estimated Accuracy
 OS0394;SPC SD S     -   170,920.      492,940.      MT  (+/- 180 meters Scaled)
 OS0394
 OS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP858602(NAD 83)
 OS0394
 OS0394                          SUPERSEDED SURVEY CONTROL
 OS0394
 OS0394  NGVD 29 (??/??/92)  754.71   (m)         2476.1    (f) COMPUTED    1 2
 OS0394
 OS0394.Superseded values are not recommended for survey control.
 OS0394
 OS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0394.See file dsdata.pdf to determine how the superseded data were derived.
 OS0394
 OS0394_MARKER: DR = REFERENCE MARK DISK
 OS0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0394_STAMPING: E 8 L NO 2 1961
 OS0394_MARK LOGO: CGS
 OS0394_PROJECTION: FLUSH
 OS0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0394+STABILITY: SURFACE MOTION
 OS0394
 OS0394  HISTORY     - Date     Condition        Report By
 OS0394  HISTORY     - 1961     MONUMENTED       CGS
 OS0394  HISTORY     - 1962     GOOD             CGS
 OS0394
 OS0394                          STATION DESCRIPTION
 OS0394
 OS0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0394'12.6 MI S FROM PHILIP.
 OS0394'ABOUT 12.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 OS0394'NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.2 MILE WEST
 OS0394'ALONG A FENCE LINE, ON THE CREST OF A SMALL HILL, 301 FEET SOUTH
 OS0394'OF AN EAST-WEST FENCE, 46.1 FEET SOUTHEAST OF E8L 1961, AND SET
 OS0394'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0272 ***********************************************************************
 PS0272  DESIGNATION -  E 80 RESET
 PS0272  PID         -  PS0272
 PS0272  STATE/COUNTY-  SD/HAND
 PS0272  COUNTRY     -  US
 PS0272  USGS QUAD   -  MILLER NW (2017)
 PS0272
 PS0272                         *CURRENT SURVEY CONTROL
 PS0272  ______________________________________________________________________
 PS0272* NAD 83(1986) POSITION- 44 44 03.34   (N) 098 59 16.90   (W)   HD_HELD1
 PS0272* NAVD 88 ORTHO HEIGHT -   443.766 (meters)     1455.92  (feet) ADJUSTED
 PS0272  ______________________________________________________________________
 PS0272  GEOID HEIGHT    -        -24.251 (meters)                     GEOID18
 PS0272  DYNAMIC HEIGHT  -        443.695 (meters)     1455.69  (feet) COMP
 PS0272  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 PS0272
 PS0272  VERT ORDER      -  FIRST     CLASS II
 PS0272
 PS0272.The horizontal coordinates were determined by differentially corrected
 PS0272.hand held GPS observations or other comparable positioning techniques
 PS0272.and have an estimated accuracy of +/- 3 meters.
 PS0272
 PS0272.The orthometric height was determined by differential leveling and
 PS0272.adjusted by the NATIONAL GEODETIC SURVEY
 PS0272.in July 1998.
 PS0272
 PS0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0272.GEOID18 height accuracy estimate available here.
 PS0272
 PS0272.Click photographs - Photos may exist for this station.
 PS0272
 PS0272.The dynamic height is computed by dividing the NAVD 88
 PS0272.geopotential number by the normal gravity value computed on the
 PS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0272.degrees latitude (g = 980.6199 gals.).
 PS0272
 PS0272.The modeled gravity was interpolated from observed gravity values.
 PS0272
 PS0272;                    North         East    Units  Estimated Accuracy
 PS0272;SPC SD N     -   100,613.9     680,153.0     MT  (+/- 3 meters HH1 GPS) 
 PS0272
 PS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0094753430(NAD 83)
 PS0272
 PS0272                          SUPERSEDED SURVEY CONTROL
 PS0272
 PS0272  NGVD 29 (??/??/??)  443.44   (m)         1454.9    (f) RESET       3  
 PS0272
 PS0272.Superseded values are not recommended for survey control.
 PS0272
 PS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0272.See file dsdata.pdf to determine how the superseded data were derived.
 PS0272
 PS0272_MARKER: DB = BENCH MARK DISK
 PS0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0272_SP_SET: BRIDGE RAIL
 PS0272_STAMPING: E 80 RESET 1941
 PS0272_MARK LOGO: CGS
 PS0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0272+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0272
 PS0272  HISTORY     - Date     Condition        Report By
 PS0272  HISTORY     - 1941     MONUMENTED       SDHD
 PS0272  HISTORY     - 19960710 GOOD             NGS
 PS0272
 PS0272                          STATION DESCRIPTION
 PS0272
 PS0272'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0272'14.9 MI N FROM MILLER.
 PS0272'14.9 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0272'AT MILLER, HAND COUNTY, ABOUT 2 MILES SOUTH OF THE JUNCTION OF
 PS0272'STATE HIGHWAY 26, AT HIGHWAY STATION 594+04, AT A CONCRETE BRIDGE,
 PS0272'IN THE TOP OF THE SOUTHEAST CORNER OF THE HAND RAIL, AND 16 FEET
 PS0272'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0272'E 80 RESET 1941.
 PS0272
 PS0272                          STATION RECOVERY (1996)
 PS0272
 PS0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0272'24.0 KM (14.90 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0272'OFFICE IN MILLER, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END
 PS0272'OF THE EAST CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE, 720.0 M (2362.2
 PS0272'FT) NORTH OF MILEPOST 125, 4.8 M (15.7 FT) EAST OF THE HIGHWAY
 PS0272'CENTERLINE, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0202 ***********************************************************************
 PS0202  DESIGNATION -  E 81
 PS0202  PID         -  PS0202
 PS0202  STATE/COUNTY-  SD/JERAULD
 PS0202  COUNTRY     -  US
 PS0202  USGS QUAD   -  WESSINGTON SPRINGS SW (2017)
 PS0202
 PS0202                         *CURRENT SURVEY CONTROL
 PS0202  ______________________________________________________________________
 PS0202* NAD 83(1986) POSITION- 44 04 48.     (N) 098 38 12.     (W)   SCALED
 PS0202* NAVD 88 ORTHO HEIGHT -   583.571 (meters)     1914.60  (feet) ADJUSTED
 PS0202  ______________________________________________________________________
 PS0202  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 PS0202  DYNAMIC HEIGHT  -        583.432 (meters)     1914.14  (feet) COMP
 PS0202  MODELED GRAVITY -    980,361.2   (mgal)                       NAVD 88
 PS0202
 PS0202  VERT ORDER      -  SECOND    CLASS 0
 PS0202
 PS0202.The horizontal coordinates were scaled from a map and have
 PS0202.an estimated accuracy of +/- 6 seconds.
 PS0202
 PS0202.The orthometric height was determined by differential leveling and
 PS0202.adjusted by the NATIONAL GEODETIC SURVEY
 PS0202.in June 1991.
 PS0202
 PS0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0202.GEOID18 height accuracy estimate available here.
 PS0202
 PS0202.Click photographs - Photos may exist for this station.
 PS0202
 PS0202.The dynamic height is computed by dividing the NAVD 88
 PS0202.geopotential number by the normal gravity value computed on the
 PS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0202.degrees latitude (g = 980.6199 gals.).
 PS0202
 PS0202.The modeled gravity was interpolated from observed gravity values.
 PS0202
 PS0202;                    North         East    Units  Estimated Accuracy
 PS0202;SPC SD S     -   195,430.      735,880.      MT  (+/- 180 meters Scaled)
 PS0202
 PS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP290808(NAD 83)
 PS0202
 PS0202                          SUPERSEDED SURVEY CONTROL
 PS0202
 PS0202  NGVD 29 (??/??/92)  583.214  (m)         1913.43   (f) ADJ UNCH    2 0
 PS0202
 PS0202.Superseded values are not recommended for survey control.
 PS0202
 PS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0202.See file dsdata.pdf to determine how the superseded data were derived.
 PS0202
 PS0202_MARKER: DB = BENCH MARK DISK
 PS0202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0202_SP_SET: CULVERT HEADWALL
 PS0202_STAMPING: E 81 1934
 PS0202_MARK LOGO: CGS
 PS0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0202+STABILITY: SURFACE MOTION
 PS0202
 PS0202  HISTORY     - Date     Condition        Report By
 PS0202  HISTORY     - 1934     MONUMENTED       CGS
 PS0202
 PS0202                          STATION DESCRIPTION
 PS0202
 PS0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0202'4.4 MI W FROM WESSINGTON SPRINGS.
 PS0202'4.4 MILES WEST OF DEPOT AT WESSINGTON SPRINGS.  ALONG STATE
 PS0202'HIGHWAY 34 AT 5 FOOT BY 8 FOOT RCB CULVERT AT BOTTOM OF HILL
 PS0202'WEST OF SCHOOL HOUSE.  250 FEET WEST OF PRIVATE ENTRANCE.  SET
 PS0202'IN THE WEST END OF THE NORTH HEADWALL, 2.5 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0203 ***********************************************************************
 PS0203  DESIGNATION -  E 81 RESET
 PS0203  PID         -  PS0203
 PS0203  STATE/COUNTY-  SD/JERAULD
 PS0203  COUNTRY     -  US
 PS0203  USGS QUAD   -  WESSINGTON SPRINGS SW (2017)
 PS0203
 PS0203                         *CURRENT SURVEY CONTROL
 PS0203  ______________________________________________________________________
 PS0203* NAD 83(1986) POSITION- 44 04 47.     (N) 098 38 11.     (W)   SCALED
 PS0203* NAVD 88 ORTHO HEIGHT -   583.77  (+/-2cm)     1915.3   (feet) VERTCON3
 PS0203  ______________________________________________________________________
 PS0203  GEOID HEIGHT    -        -25.247 (meters)                     GEOID18
 PS0203  VERT ORDER      -  THIRD (See Below)
 PS0203
 PS0203.The horizontal coordinates were scaled from a map and have
 PS0203.an estimated accuracy of +/- 6 seconds.
 PS0203
 PS0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0203
 PS0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0203.GEOID18 height accuracy estimate available here.
 PS0203
 PS0203.The vertical order pertains to the NGVD 29 superseded value.
 PS0203
 PS0203.Click photographs - Photos may exist for this station.
 PS0203
 PS0203;                    North         East    Units  Estimated Accuracy
 PS0203;SPC SD S     -   195,400.      735,910.      MT  (+/- 180 meters Scaled)
 PS0203
 PS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP291807(NAD 83)
 PS0203
 PS0203                          SUPERSEDED SURVEY CONTROL
 PS0203
 PS0203  NGVD 29 (??/??/??)  583.41   (m)         1914.1    (f) RESET       3  
 PS0203
 PS0203.Superseded values are not recommended for survey control.
 PS0203
 PS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0203.See file dsdata.pdf to determine how the superseded data were derived.
 PS0203
 PS0203_MARKER: DB = BENCH MARK DISK
 PS0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0203_STAMPING: E 81 RESET 1952
 PS0203_MARK LOGO: CGS
 PS0203_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0203+STABILITY: SURFACE MOTION
 PS0203
 PS0203  HISTORY     - Date     Condition        Report By
 PS0203  HISTORY     - 1952     MONUMENTED       SDHD
 PS0203
 PS0203                          STATION DESCRIPTION
 PS0203
 PS0203'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0203'3.4 MI W FROM WESSINGTON SPRINGS.
 PS0203'3.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE INTERSECTION OF
 PS0203'SOUTH DAKOTA AVENUE AT WESSINGTON SPRINGS, JERAULD COUNTY, AT
 PS0203'THE BOTTOM OF A HILL, 290 FEET WEST OF THE SOUTH END OF A
 PS0203'CORRUGATED-METAL CULVERT, 74 FEET SOUTH OF THE CENTERLINE OF
 PS0203'THE HIGHWAY AT SURVEY STATION 919 + 60, AT THE FENCE, AND SET
 PS0203'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0591 ***********************************************************************
 PS0591  DESIGNATION -  E 82 RESET
 PS0591  PID         -  PS0591
 PS0591  STATE/COUNTY-  SD/SANBORN
 PS0591  COUNTRY     -  US
 PS0591  USGS QUAD   -  FORESTBURG (2017)
 PS0591
 PS0591                         *CURRENT SURVEY CONTROL
 PS0591  ______________________________________________________________________
 PS0591* NAD 83(1986) POSITION- 44 00 36.     (N) 098 00 16.     (W)   SCALED
 PS0591* NAVD 88 ORTHO HEIGHT -   393.25  (meters)     1290.2   (feet) RESET
 PS0591  ______________________________________________________________________
 PS0591  GEOID HEIGHT    -        -25.653 (meters)                     GEOID18
 PS0591  VERT ORDER      -  THIRD
 PS0591
 PS0591.The horizontal coordinates were scaled from a map and have
 PS0591.an estimated accuracy of +/- 6 seconds.
 PS0591
 PS0591.The orthometric height was computed from unverified reset data.
 PS0591
 PS0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0591.GEOID18 height accuracy estimate available here.
 PS0591
 PS0591.Click photographs - Photos may exist for this station.
 PS0591
 PS0591;                    North         East    Units  Estimated Accuracy
 PS0591;SPC SD S     -   188,880.      786,720.      MT  (+/- 180 meters Scaled)
 PS0591
 PS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP798734(NAD 83)
 PS0591
 PS0591                          SUPERSEDED SURVEY CONTROL
 PS0591
 PS0591.No superseded survey control is available for this station.
 PS0591
 PS0591_MARKER: DB = BENCH MARK DISK
 PS0591_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0591_SP_SET: CULVERT HEADWALL
 PS0591_STAMPING: E 82 RESET 1940
 PS0591_MARK LOGO: CGS
 PS0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0591+STABILITY: SURFACE MOTION
 PS0591
 PS0591  HISTORY     - Date     Condition        Report By
 PS0591  HISTORY     - 1940     MONUMENTED       SDHD
 PS0591  HISTORY     - 1941     GOOD             CGS
 PS0591  HISTORY     - 1954     GOOD             CGS
 PS0591
 PS0591                          STATION DESCRIPTION
 PS0591
 PS0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PS0591'4 MI W FROM ARTESIAN.
 PS0591'4.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0591'PACIFIC RAILROAD FROM THE STATION AT ARTESIAN, SANBORN COUNTY,
 PS0591'9 POLES EAST OF MILEPOST 379, AT A 4- BY 6-FOOT CONCRETE-BOX
 PS0591'CULVERT UNDER STATE HIGHWAY 34, IN THE TOP OF THE SOUTH HEAD
 PS0591'WALL, AND 26.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 PS0591'A STANDARD DISK, STAMPED E 82 RESET 1940.
 PS0591
 PS0591                          STATION RECOVERY (1954)
 PS0591
 PS0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PS0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0537 ***********************************************************************
 PR0537  DESIGNATION -  E 83
 PR0537  PID         -  PR0537
 PR0537  STATE/COUNTY-  SD/MINER
 PR0537  COUNTRY     -  US
 PR0537  USGS QUAD   -  CARTHAGE (2017)
 PR0537
 PR0537                         *CURRENT SURVEY CONTROL
 PR0537  ______________________________________________________________________
 PR0537* NAD 83(1986) POSITION- 44 11 39.     (N) 097 43 22.     (W)   SCALED
 PR0537* NAVD 88 ORTHO HEIGHT -   437.917 (meters)     1436.73  (feet) ADJUSTED
 PR0537  ______________________________________________________________________
 PR0537  GEOID HEIGHT    -        -25.442 (meters)                     GEOID18
 PR0537  DYNAMIC HEIGHT  -        437.830 (meters)     1436.45  (feet) COMP
 PR0537  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 PR0537
 PR0537  VERT ORDER      -  SECOND    CLASS 0
 PR0537
 PR0537.The horizontal coordinates were scaled from a map and have
 PR0537.an estimated accuracy of +/- 6 seconds.
 PR0537
 PR0537.The orthometric height was determined by differential leveling and
 PR0537.adjusted by the NATIONAL GEODETIC SURVEY
 PR0537.in June 1991.
 PR0537
 PR0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0537.GEOID18 height accuracy estimate available here.
 PR0537
 PR0537.Click photographs - Photos may exist for this station.
 PR0537
 PR0537.The dynamic height is computed by dividing the NAVD 88
 PR0537.geopotential number by the normal gravity value computed on the
 PR0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0537.degrees latitude (g = 980.6199 gals.).
 PR0537
 PR0537.The modeled gravity was interpolated from observed gravity values.
 PR0537
 PR0537;                    North         East    Units  Estimated Accuracy
 PR0537;SPC SD S     -   210,010.      808,660.      MT  (+/- 180 meters Scaled)
 PR0537
 PR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP020942(NAD 83)
 PR0537
 PR0537                          SUPERSEDED SURVEY CONTROL
 PR0537
 PR0537  NGVD 29 (??/??/92)  437.640  (m)         1435.82   (f) ADJ UNCH    2 0
 PR0537
 PR0537.Superseded values are not recommended for survey control.
 PR0537
 PR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0537.See file dsdata.pdf to determine how the superseded data were derived.
 PR0537
 PR0537_MARKER: DB = BENCH MARK DISK
 PR0537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0537_SP_SET: BOX CULVERT
 PR0537_STAMPING: E 83 1934
 PR0537_MARK LOGO: CGS
 PR0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0537+STABILITY: SURFACE MOTION
 PR0537
 PR0537  HISTORY     - Date     Condition        Report By
 PR0537  HISTORY     - 1934     MONUMENTED       CGS
 PR0537
 PR0537                          STATION DESCRIPTION
 PR0537
 PR0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0537'2.1 MI NW FROM CARTAGE.
 PR0537'2.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0537'FROM THE PUBLIC SCHOOL AT CARTHAGE, MINER COUNTY, ABOUT 17 POLES
 PR0537'NORTH OF MILEPOST 112, ABOUT 3 POLES SOUTH OF A PUBLIC-ROAD
 PR0537'CROSSING, AT 4- BY 4-FOOT LIMESTONE BOX CULVERT 2837, IN THE
 PR0537'SOUTH END OF THE EAST LIMESTONE HEAD WALL, AND ABOUT 3 FEET
 PR0537'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 83 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0047 ***********************************************************************
 PS0047  DESIGNATION -  E 84
 PS0047  PID         -  PS0047
 PS0047  STATE/COUNTY-  SD/SPINK
 PS0047  COUNTRY     -  US
 PS0047  USGS QUAD   -  BLOOMFIELD (2017)
 PS0047
 PS0047                         *CURRENT SURVEY CONTROL
 PS0047  ______________________________________________________________________
 PS0047* NAD 83(1986) POSITION- 44 38 48.     (N) 098 05 55.     (W)   SCALED
 PS0047* NAVD 88 ORTHO HEIGHT -   403.041 (meters)     1322.31  (feet) ADJUSTED
 PS0047  ______________________________________________________________________
 PS0047  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 PS0047  DYNAMIC HEIGHT  -        402.988 (meters)     1322.14  (feet) COMP
 PS0047  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 PS0047
 PS0047  VERT ORDER      -  SECOND    CLASS 0
 PS0047
 PS0047.The horizontal coordinates were scaled from a map and have
 PS0047.an estimated accuracy of +/- 6 seconds.
 PS0047
 PS0047.The orthometric height was determined by differential leveling and
 PS0047.adjusted by the NATIONAL GEODETIC SURVEY
 PS0047.in June 1991.
 PS0047
 PS0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0047.GEOID18 height accuracy estimate available here.
 PS0047
 PS0047.Click photographs - Photos may exist for this station.
 PS0047
 PS0047.The dynamic height is computed by dividing the NAVD 88
 PS0047.geopotential number by the normal gravity value computed on the
 PS0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0047.degrees latitude (g = 980.6199 gals.).
 PS0047
 PS0047.The modeled gravity was interpolated from observed gravity values.
 PS0047
 PS0047;                    North         East    Units  Estimated Accuracy
 PS0047;SPC SD N     -    92,150.      750,820.      MT  (+/- 180 meters Scaled)
 PS0047
 PS0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ714440(NAD 83)
 PS0047
 PS0047                          SUPERSEDED SURVEY CONTROL
 PS0047
 PS0047  NGVD 29 (??/??/92)  402.770  (m)         1321.42   (f) ADJ UNCH    2 0
 PS0047
 PS0047.Superseded values are not recommended for survey control.
 PS0047
 PS0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0047.See file dsdata.pdf to determine how the superseded data were derived.
 PS0047
 PS0047_MARKER: DB = BENCH MARK DISK
 PS0047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0047_SP_SET: CULVERT HEADWALL
 PS0047_STAMPING: E 84 1934
 PS0047_MARK LOGO: CGS
 PS0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0047+STABILITY: SURFACE MOTION
 PS0047
 PS0047  HISTORY     - Date     Condition        Report By
 PS0047  HISTORY     - 1934     MONUMENTED       CGS
 PS0047
 PS0047                          STATION DESCRIPTION
 PS0047
 PS0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0047'17.6 MI S FROM DOLAND.
 PS0047'17.6 MILES SOUTH OF CITY WATER TANK.  ALONG THE HURON-DOLAND
 PS0047'ROAD (HIWAY 37) 51 FEET NORTH OF POINT OF INTERSECTION OF
 PS0047'CROSS ROAD, THENCE 15 FEET EAST OF CENTERLINE OF THE HIWAY.
 PS0047'21 FEET WEST OF RIGHT OF WAY FENCE, SET IN THE CENTER OF THE
 PS0047'EAST HEADWALL OF DOUBLE 16 INCH CONCRETE CULVERT AND LEVEL
 PS0047'WITH ROAD.  A STANDARD DISK, STAMPED E 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0048 ***********************************************************************
 PS0048  DESIGNATION -  E 84 RESET
 PS0048  PID         -  PS0048
 PS0048  STATE/COUNTY-  SD/SPINK
 PS0048  COUNTRY     -  US
 PS0048  USGS QUAD   -  BLOOMFIELD (2017)
 PS0048
 PS0048                         *CURRENT SURVEY CONTROL
 PS0048  ______________________________________________________________________
 PS0048* NAD 83(1986) POSITION- 44 38 48.     (N) 098 05 54.     (W)   SCALED
 PS0048* NAVD 88 ORTHO HEIGHT -   402.63  (meters)     1321.0   (feet) RESET
 PS0048  ______________________________________________________________________
 PS0048  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 PS0048  VERT ORDER      -  THIRD
 PS0048
 PS0048.The horizontal coordinates were scaled from a map and have
 PS0048.an estimated accuracy of +/- 6 seconds.
 PS0048
 PS0048.The orthometric height was computed from unverified reset data.
 PS0048
 PS0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0048.GEOID18 height accuracy estimate available here.
 PS0048
 PS0048.Click photographs - Photos may exist for this station.
 PS0048
 PS0048;                    North         East    Units  Estimated Accuracy
 PS0048;SPC SD N     -    92,150.      750,840.      MT  (+/- 180 meters Scaled)
 PS0048
 PS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ715440(NAD 83)
 PS0048
 PS0048                          SUPERSEDED SURVEY CONTROL
 PS0048
 PS0048.No superseded survey control is available for this station.
 PS0048
 PS0048_MARKER: DB = BENCH MARK DISK
 PS0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0048_STAMPING: E 84 1934 RESET 1961
 PS0048_MARK LOGO: CGS
 PS0048_PROJECTION: FLUSH
 PS0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0048+STABILITY: SURFACE MOTION
 PS0048
 PS0048  HISTORY     - Date     Condition        Report By
 PS0048  HISTORY     - 1961     MONUMENTED       CGS
 PS0048
 PS0048                          STATION DESCRIPTION
 PS0048
 PS0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0048'17.6 MI S FROM DOLAND.
 PS0048'THIS MARK IS LOCATED ABOUT 17.6 MILES SOUTH ALONG A GRAVEL ROAD
 PS0048'FROM THE CITY WATER TANK AT DOLAND, IN THE NORTHEAST ANGLE OF
 PS0048'CROSSROADS, 76 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD,
 PS0048'54 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, AND 46 FEET
 PS0048'EAST OF THE EAST END OF A CONCRETE CULVERT, AND SET IN THE TOP
 PS0048'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0215 ***********************************************************************
 QQ0215  DESIGNATION -  E 85
 QQ0215  PID         -  QQ0215
 QQ0215  STATE/COUNTY-  SD/CODINGTON
 QQ0215  COUNTRY     -  US
 QQ0215  USGS QUAD   -  FLORENCE (2017)
 QQ0215
 QQ0215                         *CURRENT SURVEY CONTROL
 QQ0215  ______________________________________________________________________
 QQ0215* NAD 83(1986) POSITION- 45 03 22.     (N) 097 19 35.     (W)   SCALED
 QQ0215* NAVD 88 ORTHO HEIGHT -   540.356 (meters)     1772.82  (feet) ADJUSTED
 QQ0215  ______________________________________________________________________
 QQ0215  GEOID HEIGHT    -        -25.109 (meters)                     GEOID18
 QQ0215  DYNAMIC HEIGHT  -        540.279 (meters)     1772.57  (feet) COMP
 QQ0215  MODELED GRAVITY -    980,457.2   (mgal)                       NAVD 88
 QQ0215
 QQ0215  VERT ORDER      -  SECOND    CLASS 0
 QQ0215
 QQ0215.The horizontal coordinates were scaled from a map and have
 QQ0215.an estimated accuracy of +/- 6 seconds.
 QQ0215
 QQ0215.The orthometric height was determined by differential leveling and
 QQ0215.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0215.in June 1991.
 QQ0215
 QQ0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0215.GEOID18 height accuracy estimate available here.
 QQ0215
 QQ0215.Click photographs - Photos may exist for this station.
 QQ0215
 QQ0215.The dynamic height is computed by dividing the NAVD 88
 QQ0215.geopotential number by the normal gravity value computed on the
 QQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0215.degrees latitude (g = 980.6199 gals.).
 QQ0215
 QQ0215.The modeled gravity was interpolated from observed gravity values.
 QQ0215
 QQ0215;                    North         East    Units  Estimated Accuracy
 QQ0215;SPC SD N     -   139,360.      810,550.      MT  (+/- 180 meters Scaled)
 QQ0215
 QQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ317905(NAD 83)
 QQ0215
 QQ0215                          SUPERSEDED SURVEY CONTROL
 QQ0215
 QQ0215  NGVD 29 (??/??/92)  540.046  (m)         1771.80   (f) ADJ UNCH    2 0
 QQ0215
 QQ0215.Superseded values are not recommended for survey control.
 QQ0215
 QQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0215.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0215
 QQ0215_MARKER: DB = BENCH MARK DISK
 QQ0215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0215_SP_SET: CULVERT HEADWALL
 QQ0215_STAMPING: E 85 1934
 QQ0215_MARK LOGO: CGS
 QQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0215+STABILITY: SURFACE MOTION
 QQ0215
 QQ0215  HISTORY     - Date     Condition        Report By
 QQ0215  HISTORY     - 1934     MONUMENTED       CGS
 QQ0215  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0215
 QQ0215                          STATION DESCRIPTION
 QQ0215
 QQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0215'AT FLORENCE.
 QQ0215'AT FLORENCE, CODINGTON COUNTY, ABOUT 725 FEET NORTHWEST OF THE
 QQ0215'MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, ABOUT 100 FEET
 QQ0215'NORTHEAST OF THE TRACK, AT AN 18-INHC CONCRETE HIGHWAY PIPE
 QQ0215'CULVERT, IN THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL,
 QQ0215'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 85
 QQ0215'1934.  NOTE-- HIGHWAY HAS BEEN WIDENED.
 QQ0215
 QQ0215                          STATION RECOVERY (1973)
 QQ0215
 QQ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0128 ***********************************************************************
 QR0128  DESIGNATION -  E 87
 QR0128  PID         -  QR0128
 QR0128  STATE/COUNTY-  SD/FAULK
 QR0128  COUNTRY     -  US
 QR0128  USGS QUAD   -  CRESBARD NE (2017)
 QR0128
 QR0128                         *CURRENT SURVEY CONTROL
 QR0128  ______________________________________________________________________
 QR0128* NAD 83(1986) POSITION- 45 09 49.     (N) 098 47 47.     (W)   SCALED
 QR0128* NAVD 88 ORTHO HEIGHT -   420.122 (meters)     1378.35  (feet) ADJUSTED
 QR0128  ______________________________________________________________________
 QR0128  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 QR0128  DYNAMIC HEIGHT  -        420.081 (meters)     1378.22  (feet) COMP
 QR0128  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 QR0128
 QR0128  VERT ORDER      -  SECOND    CLASS 0
 QR0128
 QR0128.The horizontal coordinates were scaled from a map and have
 QR0128.an estimated accuracy of +/- 6 seconds.
 QR0128
 QR0128.The orthometric height was determined by differential leveling and
 QR0128.adjusted by the NATIONAL GEODETIC SURVEY
 QR0128.in June 1991.
 QR0128
 QR0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0128.GEOID18 height accuracy estimate available here.
 QR0128
 QR0128.Click photographs - Photos may exist for this station.
 QR0128
 QR0128.The dynamic height is computed by dividing the NAVD 88
 QR0128.geopotential number by the normal gravity value computed on the
 QR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0128.degrees latitude (g = 980.6199 gals.).
 QR0128
 QR0128.The modeled gravity was interpolated from observed gravity values.
 QR0128
 QR0128;                    North         East    Units  Estimated Accuracy
 QR0128;SPC SD N     -   148,530.      694,620.      MT  (+/- 180 meters Scaled)
 QR0128
 QR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR160011(NAD 83)
 QR0128
 QR0128                          SUPERSEDED SURVEY CONTROL
 QR0128
 QR0128  NGVD 29 (??/??/92)  419.817  (m)         1377.35   (f) ADJ UNCH    2 0
 QR0128
 QR0128.Superseded values are not recommended for survey control.
 QR0128
 QR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0128.See file dsdata.pdf to determine how the superseded data were derived.
 QR0128
 QR0128_MARKER: DB = BENCH MARK DISK
 QR0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0128_STAMPING: E 87 1934
 QR0128_MARK LOGO: CGS
 QR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0128+STABILITY: SURFACE MOTION
 QR0128
 QR0128  HISTORY     - Date     Condition        Report By
 QR0128  HISTORY     - 1934     MONUMENTED       CGS
 QR0128
 QR0128                          STATION DESCRIPTION
 QR0128
 QR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0128'2.6 MI W FROM CHELSEA.
 QR0128'2.6 MILES WEST OF DEPOT AT ALONG THE M AND ST L RAILROAD, 12
 QR0128'POLES WEST OF MILEPOLE 325.  5 POLES EAST OF PUBLIC ROAD CROSSING,
 QR0128'19 FEET NORTH OF CENTERLINE OF THE TRACK, 24 FEET SOUTH OF
 QR0128'TELEGRAPH POLE AND 1.5 FEET BELOW LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0195 ***********************************************************************
 OS0195  DESIGNATION -  E 9
 OS0195  PID         -  OS0195
 OS0195  STATE/COUNTY-  SD/JONES
 OS0195  COUNTRY     -  US
 OS0195  USGS QUAD   -  MURDO (2017)
 OS0195
 OS0195                         *CURRENT SURVEY CONTROL
 OS0195  ______________________________________________________________________
 OS0195* NAD 83(1986) POSITION- 43 53 23.1    (N) 100 42 48.1    (W)   HD_HELD2
 OS0195* NAVD 88 ORTHO HEIGHT -   709.287 (meters)     2327.05  (feet) ADJUSTED
 OS0195  ______________________________________________________________________
 OS0195  GEOID HEIGHT    -        -24.054 (meters)                     GEOID18
 OS0195  DYNAMIC HEIGHT  -        709.057 (meters)     2326.30  (feet) COMP
 OS0195  MODELED GRAVITY -    980,272.0   (mgal)                       NAVD 88
 OS0195
 OS0195  VERT ORDER      -  FIRST     CLASS II
 OS0195
 OS0195.The horizontal coordinates were established by autonomous hand held GPS
 OS0195.observations and have an estimated accuracy of +/- 10 meters.
 OS0195
 OS0195.The orthometric height was determined by differential leveling and
 OS0195.adjusted by the NATIONAL GEODETIC SURVEY
 OS0195.in June 1991.
 OS0195
 OS0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0195.GEOID18 height accuracy estimate available here.
 OS0195
 OS0195.Click photographs - Photos may exist for this station.
 OS0195
 OS0195.The dynamic height is computed by dividing the NAVD 88
 OS0195.geopotential number by the normal gravity value computed on the
 OS0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0195.degrees latitude (g = 980.6199 gals.).
 OS0195
 OS0195.The modeled gravity was interpolated from observed gravity values.
 OS0195
 OS0195;                    North         East    Units  Estimated Accuracy
 OS0195;SPC SD S     -   172,976.      569,466.      MT  (+/- 10 meters HH2 GPS)
 OS0195
 OS0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6237761054(NAD 83)
 OS0195
 OS0195                          SUPERSEDED SURVEY CONTROL
 OS0195
 OS0195  NGVD 29 (??/??/92)  708.828  (m)         2325.55   (f) ADJ UNCH    1 2
 OS0195
 OS0195.Superseded values are not recommended for survey control.
 OS0195
 OS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0195.See file dsdata.pdf to determine how the superseded data were derived.
 OS0195
 OS0195_MARKER: DB = BENCH MARK DISK
 OS0195_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OS0195_SP_SET: BUILDING
 OS0195_STAMPING: E 9 1925 2325.547
 OS0195_MARK LOGO: CGS
 OS0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0195+STABILITY: SURFACE MOTION
 OS0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0195+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OS0195
 OS0195  HISTORY     - Date     Condition        Report By
 OS0195  HISTORY     - 1925     MONUMENTED       CGS
 OS0195  HISTORY     - 1962     GOOD             CGS
 OS0195  HISTORY     - 1985     GOOD             NGS
 OS0195  HISTORY     - 19910621 GOOD             NGS
 OS0195
 OS0195                          STATION DESCRIPTION
 OS0195
 OS0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0195'0.2 MI SE FROM MURDO.
 OS0195'ABOUT 0.05 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OS0195'PACIFIC RAILROAD, FROM THE STATION AT MURDO, THENCE 0.15 MILE
 OS0195'SOUTH ALONG MAIN STREET, 1.4 FEET WEST OF THE SOUTHEAST CORNER
 OS0195'OF THE BANK BUILDING, 0.9 FEET ABOVE THE SIDE WALK, AND SET
 OS0195'VERTICALLY IN THE SOUTH SIDE OF THE JONES COUNTY STATE BANK.
 OS0195
 OS0195                          STATION RECOVERY (1985)
 OS0195
 OS0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0195'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 OS0195'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MURDO,
 OS0195'VERTICALLY IN THE SOUTH FACE OF THE STONE BLOCK FOUNDATION AT THE
 OS0195'SOUTHEAST CORNER OF THE FIRST FIDELITY BANK, 15.8 METERS (52 FT) WEST
 OS0195'OF THE CENTER OF MAIN STREET, 10.4 METERS (34 FT) NORTH OF THE CENTER
 OS0195'OF WEST 2ND STREET AND 0.4 METER (1.3 FT) WEST OF THE EAST EDGE OF THE
 OS0195'BANK.
 OS0195
 OS0195                          STATION RECOVERY (1991)
 OS0195
 OS0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0195'IN MURDO, AT THE INTERSECTION OF MAIN AVENUE AND WEST 2ND STREET, SET
 OS0195'VERTICALLY IN THE SOUTH FACE OF THE FIRST FIDELITY BANK, 15.6 M (51.2
 OS0195'FT) WEST OF THE CENTER OF THE AVENUE, 9.7 M (31.8 FT) NORTH OF THE
 OS0195'CENTER OF THE STREET, 0.4 M (1.3 FT) WEST OF THE SOUTHEAST CORNER OF
 OS0195'THE BANK, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0379 ***********************************************************************
 OS0379  DESIGNATION -  E 9 I
 OS0379  PID         -  OS0379
 OS0379  STATE/COUNTY-  SD/JACKSON
 OS0379  COUNTRY     -  US
 OS0379  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0379
 OS0379                         *CURRENT SURVEY CONTROL
 OS0379  ______________________________________________________________________
 OS0379* NAD 83(1986) POSITION- 43 56 24.     (N) 101 40 19.     (W)   SCALED
 OS0379* NAVD 88 ORTHO HEIGHT -   787.692 (meters)     2584.29  (feet) ADJUSTED
 OS0379  ______________________________________________________________________
 OS0379  GEOID HEIGHT    -        -21.046 (meters)                     GEOID18
 OS0379  DYNAMIC HEIGHT  -        787.448 (meters)     2583.49  (feet) COMP
 OS0379  MODELED GRAVITY -    980,282.3   (mgal)                       NAVD 88
 OS0379
 OS0379  VERT ORDER      -  FIRST     CLASS II
 OS0379
 OS0379.The horizontal coordinates were scaled from a map and have
 OS0379.an estimated accuracy of +/- 6 seconds.
 OS0379
 OS0379.The orthometric height was determined by differential leveling and
 OS0379.adjusted by the NATIONAL GEODETIC SURVEY
 OS0379.in June 1991.
 OS0379
 OS0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0379.GEOID18 height accuracy estimate available here.
 OS0379
 OS0379.Click photographs - Photos may exist for this station.
 OS0379
 OS0379.The dynamic height is computed by dividing the NAVD 88
 OS0379.geopotential number by the normal gravity value computed on the
 OS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0379.degrees latitude (g = 980.6199 gals.).
 OS0379
 OS0379.The modeled gravity was interpolated from observed gravity values.
 OS0379
 OS0379;                    North         East    Units  Estimated Accuracy
 OS0379;SPC SD S     -   179,360.      492,540.      MT  (+/- 180 meters Scaled)
 OS0379
 OS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP855686(NAD 83)
 OS0379
 OS0379                          SUPERSEDED SURVEY CONTROL
 OS0379
 OS0379  NGVD 29 (??/??/92)  787.24   (m)         2582.8    (f) COMPUTED    1 2
 OS0379
 OS0379.Superseded values are not recommended for survey control.
 OS0379
 OS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0379.See file dsdata.pdf to determine how the superseded data were derived.
 OS0379
 OS0379_MARKER: DS = TRIANGULATION STATION DISK
 OS0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0379_STAMPING: E 9 I 1961
 OS0379_MARK LOGO: CGS
 OS0379_PROJECTION: FLUSH
 OS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0379+STABILITY: SURFACE MOTION
 OS0379
 OS0379  HISTORY     - Date     Condition        Report By
 OS0379  HISTORY     - 1961     MONUMENTED       CGS
 OS0379  HISTORY     - 1962     GOOD             CGS
 OS0379
 OS0379                          STATION DESCRIPTION
 OS0379
 OS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0379'8 MI S FROM PHILIP.
 OS0379'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0379'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.3 MILE
 OS0379'WEST ALONG A DIRT ROAD, THENCE 0.35 MILE NORTHWEST ACROSS
 OS0379'COUNTRY TO THE CREST OF A SMALL HILL, AND SET IN THE TOP OF A
 OS0379'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0372 ***********************************************************************
 OS0372  DESIGNATION -  E 9 I AZ MK
 OS0372  PID         -  OS0372
 OS0372  STATE/COUNTY-  SD/JACKSON
 OS0372  COUNTRY     -  US
 OS0372  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0372
 OS0372                         *CURRENT SURVEY CONTROL
 OS0372  ______________________________________________________________________
 OS0372* NAD 83(1986) POSITION- 43 56 37.     (N) 101 39 41.     (W)   SCALED
 OS0372* NAVD 88 ORTHO HEIGHT -   769.470 (meters)     2524.50  (feet) ADJUSTED
 OS0372  ______________________________________________________________________
 OS0372  GEOID HEIGHT    -        -21.088 (meters)                     GEOID18
 OS0372  DYNAMIC HEIGHT  -        769.232 (meters)     2523.72  (feet) COMP
 OS0372  MODELED GRAVITY -    980,283.3   (mgal)                       NAVD 88
 OS0372
 OS0372  VERT ORDER      -  FIRST     CLASS II
 OS0372
 OS0372.The horizontal coordinates were scaled from a map and have
 OS0372.an estimated accuracy of +/- 6 seconds.
 OS0372
 OS0372.The orthometric height was determined by differential leveling and
 OS0372.adjusted by the NATIONAL GEODETIC SURVEY
 OS0372.in June 1991.
 OS0372
 OS0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0372.GEOID18 height accuracy estimate available here.
 OS0372
 OS0372.Click photographs - Photos may exist for this station.
 OS0372
 OS0372.The dynamic height is computed by dividing the NAVD 88
 OS0372.geopotential number by the normal gravity value computed on the
 OS0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0372.degrees latitude (g = 980.6199 gals.).
 OS0372
 OS0372.The modeled gravity was interpolated from observed gravity values.
 OS0372
 OS0372;                    North         East    Units  Estimated Accuracy
 OS0372;SPC SD S     -   179,740.      493,390.      MT  (+/- 180 meters Scaled)
 OS0372
 OS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP864690(NAD 83)
 OS0372
 OS0372                          SUPERSEDED SURVEY CONTROL
 OS0372
 OS0372  NGVD 29 (??/??/92)  769.01   (m)         2523.0    (f) COMPUTED    1 2
 OS0372
 OS0372.Superseded values are not recommended for survey control.
 OS0372
 OS0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0372.See file dsdata.pdf to determine how the superseded data were derived.
 OS0372
 OS0372_MARKER: DZ = AZIMUTH MARK DISK
 OS0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0372_STAMPING: E 9 I 1961
 OS0372_MARK LOGO: CGS
 OS0372_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0372+STABILITY: SURFACE MOTION
 OS0372
 OS0372  HISTORY     - Date     Condition        Report By
 OS0372  HISTORY     - 1961     MONUMENTED       CGS
 OS0372  HISTORY     - 1962     GOOD             CGS
 OS0372
 OS0372                          STATION DESCRIPTION
 OS0372
 OS0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0372'6.9 MI S FROM PHILIP.
 OS0372'ABOUT 6.9 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0372'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 97 FEET WEST OF
 OS0372'THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF A FENCE, 1 1/2
 OS0372'FEET EAST OF A FENCE, 1.7 FEET SOUTHEAST OF A WOODEN FENCE WITH
 OS0372'WITNESS SHIELD NAILED TO THE EAST SIDE, ABOUT 3 FEET BELOW THE
 OS0372'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OS0372'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0378 ***********************************************************************
 OS0378  DESIGNATION -  E 9 I RM 1
 OS0378  PID         -  OS0378
 OS0378  STATE/COUNTY-  SD/JACKSON
 OS0378  COUNTRY     -  US
 OS0378  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0378
 OS0378                         *CURRENT SURVEY CONTROL
 OS0378  ______________________________________________________________________
 OS0378* NAD 83(1986) POSITION- 43 56 24.     (N) 101 40 19.     (W)   SCALED
 OS0378* NAVD 88 ORTHO HEIGHT -   787.035 (meters)     2582.13  (feet) ADJUSTED
 OS0378  ______________________________________________________________________
 OS0378  GEOID HEIGHT    -        -21.046 (meters)                     GEOID18
 OS0378  DYNAMIC HEIGHT  -        786.790 (meters)     2581.33  (feet) COMP
 OS0378  MODELED GRAVITY -    980,282.3   (mgal)                       NAVD 88
 OS0378
 OS0378  VERT ORDER      -  FIRST     CLASS II
 OS0378
 OS0378.The horizontal coordinates were scaled from a map and have
 OS0378.an estimated accuracy of +/- 6 seconds.
 OS0378
 OS0378.The orthometric height was determined by differential leveling and
 OS0378.adjusted by the NATIONAL GEODETIC SURVEY
 OS0378.in June 1991.
 OS0378
 OS0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0378.GEOID18 height accuracy estimate available here.
 OS0378
 OS0378.Click photographs - Photos may exist for this station.
 OS0378
 OS0378.The dynamic height is computed by dividing the NAVD 88
 OS0378.geopotential number by the normal gravity value computed on the
 OS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0378.degrees latitude (g = 980.6199 gals.).
 OS0378
 OS0378.The modeled gravity was interpolated from observed gravity values.
 OS0378
 OS0378;                    North         East    Units  Estimated Accuracy
 OS0378;SPC SD S     -   179,360.      492,540.      MT  (+/- 180 meters Scaled)
 OS0378
 OS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP855686(NAD 83)
 OS0378
 OS0378                          SUPERSEDED SURVEY CONTROL
 OS0378
 OS0378  NGVD 29 (??/??/92)  786.58   (m)         2580.6    (f) COMPUTED    1 2
 OS0378
 OS0378.Superseded values are not recommended for survey control.
 OS0378
 OS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0378.See file dsdata.pdf to determine how the superseded data were derived.
 OS0378
 OS0378_MARKER: DR = REFERENCE MARK DISK
 OS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0378_STAMPING: E 9 I NO 1 1961
 OS0378_MARK LOGO: CGS
 OS0378_PROJECTION: FLUSH
 OS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0378+STABILITY: SURFACE MOTION
 OS0378
 OS0378  HISTORY     - Date     Condition        Report By
 OS0378  HISTORY     - 1961     MONUMENTED       CGS
 OS0378  HISTORY     - 1962     GOOD             CGS
 OS0378
 OS0378                          STATION DESCRIPTION
 OS0378
 OS0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0378'8 MI S FROM PHILIP.
 OS0378'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0378'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.3 MILE
 OS0378'WEST ALONG A DIRT ROAD, THENCE 0.35 MILE NORTHWEST ACROSS
 OS0378'COUNTRY TO THE CREST OF A SMALL HILL, 49 FEET SOUTHWEST OF E9I
 OS0378'1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OS0378'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0380 ***********************************************************************
 OS0380  DESIGNATION -  E 9 I RM 2
 OS0380  PID         -  OS0380
 OS0380  STATE/COUNTY-  SD/JACKSON
 OS0380  COUNTRY     -  US
 OS0380  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0380
 OS0380                         *CURRENT SURVEY CONTROL
 OS0380  ______________________________________________________________________
 OS0380* NAD 83(1986) POSITION- 43 56 24.     (N) 101 40 19.     (W)   SCALED
 OS0380* NAVD 88 ORTHO HEIGHT -   787.614 (meters)     2584.03  (feet) ADJUSTED
 OS0380  ______________________________________________________________________
 OS0380  GEOID HEIGHT    -        -21.046 (meters)                     GEOID18
 OS0380  DYNAMIC HEIGHT  -        787.369 (meters)     2583.23  (feet) COMP
 OS0380  MODELED GRAVITY -    980,282.3   (mgal)                       NAVD 88
 OS0380
 OS0380  VERT ORDER      -  FIRST     CLASS II
 OS0380
 OS0380.The horizontal coordinates were scaled from a map and have
 OS0380.an estimated accuracy of +/- 6 seconds.
 OS0380
 OS0380.The orthometric height was determined by differential leveling and
 OS0380.adjusted by the NATIONAL GEODETIC SURVEY
 OS0380.in June 1991.
 OS0380
 OS0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0380.GEOID18 height accuracy estimate available here.
 OS0380
 OS0380.Click photographs - Photos may exist for this station.
 OS0380
 OS0380.The dynamic height is computed by dividing the NAVD 88
 OS0380.geopotential number by the normal gravity value computed on the
 OS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0380.degrees latitude (g = 980.6199 gals.).
 OS0380
 OS0380.The modeled gravity was interpolated from observed gravity values.
 OS0380
 OS0380;                    North         East    Units  Estimated Accuracy
 OS0380;SPC SD S     -   179,360.      492,540.      MT  (+/- 180 meters Scaled)
 OS0380
 OS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP855686(NAD 83)
 OS0380
 OS0380                          SUPERSEDED SURVEY CONTROL
 OS0380
 OS0380  NGVD 29 (??/??/92)  787.16   (m)         2582.5    (f) COMPUTED    1 2
 OS0380
 OS0380.Superseded values are not recommended for survey control.
 OS0380
 OS0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0380.See file dsdata.pdf to determine how the superseded data were derived.
 OS0380
 OS0380_MARKER: DR = REFERENCE MARK DISK
 OS0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0380_STAMPING: E 9 I NO 2 1961
 OS0380_MARK LOGO: CGS
 OS0380_PROJECTION: FLUSH
 OS0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0380+STABILITY: SURFACE MOTION
 OS0380
 OS0380  HISTORY     - Date     Condition        Report By
 OS0380  HISTORY     - 1961     MONUMENTED       CGS
 OS0380  HISTORY     - 1962     GOOD             CGS
 OS0380
 OS0380                          STATION DESCRIPTION
 OS0380
 OS0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0380'8 MI S FROM PHILIP.
 OS0380'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0380'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.3 MILE
 OS0380'WEST ALONG A DIRT ROAD, THENCE 0.35 MILE NORTHWEST ACROSS
 OS0380'COUNTRY TO THE CREST OF A SMALL HILL, 54.0 FEET NORTHWEST OF
 OS0380'E9I 1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OS0380'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0375 ***********************************************************************
 OS0375  DESIGNATION -  E 9 J
 OS0375  PID         -  OS0375
 OS0375  STATE/COUNTY-  SD/JACKSON
 OS0375  COUNTRY     -  US
 OS0375  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0375
 OS0375                         *CURRENT SURVEY CONTROL
 OS0375  ______________________________________________________________________
 OS0375* NAD 83(1986) POSITION- 43 56 13.     (N) 101 39 57.     (W)   SCALED
 OS0375* NAVD 88 ORTHO HEIGHT -   777.703 (meters)     2551.51  (feet) ADJUSTED
 OS0375  ______________________________________________________________________
 OS0375  GEOID HEIGHT    -        -21.067 (meters)                     GEOID18
 OS0375  DYNAMIC HEIGHT  -        777.461 (meters)     2550.72  (feet) COMP
 OS0375  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 OS0375
 OS0375  VERT ORDER      -  FIRST     CLASS II
 OS0375
 OS0375.The horizontal coordinates were scaled from a map and have
 OS0375.an estimated accuracy of +/- 6 seconds.
 OS0375
 OS0375.The orthometric height was determined by differential leveling and
 OS0375.adjusted by the NATIONAL GEODETIC SURVEY
 OS0375.in June 1991.
 OS0375
 OS0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0375.GEOID18 height accuracy estimate available here.
 OS0375
 OS0375.Click photographs - Photos may exist for this station.
 OS0375
 OS0375.The dynamic height is computed by dividing the NAVD 88
 OS0375.geopotential number by the normal gravity value computed on the
 OS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0375.degrees latitude (g = 980.6199 gals.).
 OS0375
 OS0375.The modeled gravity was interpolated from observed gravity values.
 OS0375
 OS0375;                    North         East    Units  Estimated Accuracy
 OS0375;SPC SD S     -   179,010.      493,030.      MT  (+/- 180 meters Scaled)
 OS0375
 OS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860683(NAD 83)
 OS0375
 OS0375                          SUPERSEDED SURVEY CONTROL
 OS0375
 OS0375  NGVD 29 (??/??/92)  777.25   (m)         2550.0    (f) COMPUTED    1 2
 OS0375
 OS0375.Superseded values are not recommended for survey control.
 OS0375
 OS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0375.See file dsdata.pdf to determine how the superseded data were derived.
 OS0375
 OS0375_MARKER: DS = TRIANGULATION STATION DISK
 OS0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0375_STAMPING: E 9 J 1961
 OS0375_MARK LOGO: CGS
 OS0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0375+STABILITY: SURFACE MOTION
 OS0375
 OS0375  HISTORY     - Date     Condition        Report By
 OS0375  HISTORY     - 1961     MONUMENTED       CGS
 OS0375  HISTORY     - 1962     GOOD             CGS
 OS0375
 OS0375                          STATION DESCRIPTION
 OS0375
 OS0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0375'7.7 MI S FROM PHILIP.
 OS0375'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0375'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.3 MILE
 OS0375'WEST ALONG A DIRT ROAD, ON THE CREST OF A SMALL HILL, 35 FEET
 OS0375'EAST OF A POWER POLE AND METAL WITNESS SHIELD, 26 FEET SOUTH OF
 OS0375'THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET
 OS0375'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0374 ***********************************************************************
 OS0374  DESIGNATION -  E 9 J RM 1
 OS0374  PID         -  OS0374
 OS0374  STATE/COUNTY-  SD/JACKSON
 OS0374  COUNTRY     -  US
 OS0374  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0374
 OS0374                         *CURRENT SURVEY CONTROL
 OS0374  ______________________________________________________________________
 OS0374* NAD 83(1986) POSITION- 43 56 12.     (N) 101 39 56.     (W)   SCALED
 OS0374* NAVD 88 ORTHO HEIGHT -   778.080 (meters)     2552.75  (feet) ADJUSTED
 OS0374  ______________________________________________________________________
 OS0374  GEOID HEIGHT    -        -21.068 (meters)                     GEOID18
 OS0374  DYNAMIC HEIGHT  -        777.838 (meters)     2551.96  (feet) COMP
 OS0374  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 OS0374
 OS0374  VERT ORDER      -  FIRST     CLASS II
 OS0374
 OS0374.The horizontal coordinates were scaled from a map and have
 OS0374.an estimated accuracy of +/- 6 seconds.
 OS0374
 OS0374.The orthometric height was determined by differential leveling and
 OS0374.adjusted by the NATIONAL GEODETIC SURVEY
 OS0374.in June 1991.
 OS0374
 OS0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0374.GEOID18 height accuracy estimate available here.
 OS0374
 OS0374.Click photographs - Photos may exist for this station.
 OS0374
 OS0374.The dynamic height is computed by dividing the NAVD 88
 OS0374.geopotential number by the normal gravity value computed on the
 OS0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0374.degrees latitude (g = 980.6199 gals.).
 OS0374
 OS0374.The modeled gravity was interpolated from observed gravity values.
 OS0374
 OS0374;                    North         East    Units  Estimated Accuracy
 OS0374;SPC SD S     -   178,980.      493,050.      MT  (+/- 180 meters Scaled)
 OS0374
 OS0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860682(NAD 83)
 OS0374
 OS0374                          SUPERSEDED SURVEY CONTROL
 OS0374
 OS0374  NGVD 29 (??/??/92)  777.62   (m)         2551.2    (f) COMPUTED    1 2
 OS0374
 OS0374.Superseded values are not recommended for survey control.
 OS0374
 OS0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0374.See file dsdata.pdf to determine how the superseded data were derived.
 OS0374
 OS0374_MARKER: DR = REFERENCE MARK DISK
 OS0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0374_STAMPING: E 9 J NO 1 1961
 OS0374_MARK LOGO: CGS
 OS0374_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0374+STABILITY: SURFACE MOTION
 OS0374
 OS0374  HISTORY     - Date     Condition        Report By
 OS0374  HISTORY     - 1961     MONUMENTED       CGS
 OS0374  HISTORY     - 1962     GOOD             CGS
 OS0374
 OS0374                          STATION DESCRIPTION
 OS0374
 OS0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0374'7.7 MI S FROM PHILIP.
 OS0374'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0374'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.3 MILE
 OS0374'WEST ALONG A DIRT ROAD, ON THE CREST OF A SMALL HILL, 76.1 FEET
 OS0374'NORTH FROM E9J 1961, 50 FEET NORTH OF THE CENTERLINE OF THE
 OS0374'ROAD, 1 FOOT NORTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF
 OS0374'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0374'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0376 ***********************************************************************
 OS0376  DESIGNATION -  E 9 J RM 2
 OS0376  PID         -  OS0376
 OS0376  STATE/COUNTY-  SD/JACKSON
 OS0376  COUNTRY     -  US
 OS0376  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0376
 OS0376                         *CURRENT SURVEY CONTROL
 OS0376  ______________________________________________________________________
 OS0376* NAD 83(1986) POSITION- 43 56 13.     (N) 101 39 56.     (W)   SCALED
 OS0376* NAVD 88 ORTHO HEIGHT -   777.553 (meters)     2551.02  (feet) ADJUSTED
 OS0376  ______________________________________________________________________
 OS0376  GEOID HEIGHT    -        -21.068 (meters)                     GEOID18
 OS0376  DYNAMIC HEIGHT  -        777.311 (meters)     2550.23  (feet) COMP
 OS0376  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 OS0376
 OS0376  VERT ORDER      -  FIRST     CLASS II
 OS0376
 OS0376.The horizontal coordinates were scaled from a map and have
 OS0376.an estimated accuracy of +/- 6 seconds.
 OS0376
 OS0376.The orthometric height was determined by differential leveling and
 OS0376.adjusted by the NATIONAL GEODETIC SURVEY
 OS0376.in June 1991.
 OS0376
 OS0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0376.GEOID18 height accuracy estimate available here.
 OS0376
 OS0376.Click photographs - Photos may exist for this station.
 OS0376
 OS0376.The dynamic height is computed by dividing the NAVD 88
 OS0376.geopotential number by the normal gravity value computed on the
 OS0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0376.degrees latitude (g = 980.6199 gals.).
 OS0376
 OS0376.The modeled gravity was interpolated from observed gravity values.
 OS0376
 OS0376;                    North         East    Units  Estimated Accuracy
 OS0376;SPC SD S     -   179,010.      493,050.      MT  (+/- 180 meters Scaled)
 OS0376
 OS0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860683(NAD 83)
 OS0376
 OS0376                          SUPERSEDED SURVEY CONTROL
 OS0376
 OS0376  NGVD 29 (??/??/92)  777.10   (m)         2549.5    (f) COMPUTED    1 2
 OS0376
 OS0376.Superseded values are not recommended for survey control.
 OS0376
 OS0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0376.See file dsdata.pdf to determine how the superseded data were derived.
 OS0376
 OS0376_MARKER: DR = REFERENCE MARK DISK
 OS0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0376_STAMPING: E 9 J NO 2 1961
 OS0376_MARK LOGO: CGS
 OS0376_PROJECTION: FLUSH
 OS0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0376+STABILITY: SURFACE MOTION
 OS0376
 OS0376  HISTORY     - Date     Condition        Report By
 OS0376  HISTORY     - 1961     MONUMENTED       CGS
 OS0376  HISTORY     - 1962     GOOD             CGS
 OS0376
 OS0376                          STATION DESCRIPTION
 OS0376
 OS0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0376'7.7 MI S FROM PHILIP.
 OS0376'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0376'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 0.3 MILE
 OS0376'WEST ALONG A DIRT ROAD, ON THE CREST OF A SMALL HILL, 33.3 FEET
 OS0376'WEST OF E9J 1961, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OS0376'5 1/2 FEET SOUTH OF A FENCE, 1.3 FEET SOUTHEAST OF A POWER
 OS0376'POLE AND WITNESS SHIELD, ABOUT LEVEL WITH THE ROAD, AND SET IN
 OS0376'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0030 ***********************************************************************
 QR0030  DESIGNATION -  E 90 RESET
 QR0030  PID         -  QR0030
 QR0030  STATE/COUNTY-  SD/BROWN
 QR0030  COUNTRY     -  US
 QR0030  USGS QUAD   -  WESTPORT (2017)
 QR0030
 QR0030                         *CURRENT SURVEY CONTROL
 QR0030  ______________________________________________________________________
 QR0030* NAD 83(1986) POSITION- 45 44 04.     (N) 098 27 20.     (W)   SCALED
 QR0030* NAVD 88 ORTHO HEIGHT -   417.89  (meters)     1371.0   (feet) RESET
 QR0030  ______________________________________________________________________
 QR0030  GEOID HEIGHT    -        -24.461 (meters)                     GEOID18
 QR0030  VERT ORDER      -  THIRD
 QR0030
 QR0030.The horizontal coordinates were scaled from a map and have
 QR0030.an estimated accuracy of +/- 6 seconds.
 QR0030
 QR0030.The orthometric height was computed from unverified reset data.
 QR0030
 QR0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0030.GEOID18 height accuracy estimate available here.
 QR0030
 QR0030.Click photographs - Photos may exist for this station.
 QR0030
 QR0030;                    North         East    Units  Estimated Accuracy
 QR0030;SPC SD N     -   212,410.      720,200.      MT  (+/- 180 meters Scaled)
 QR0030
 QR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR423646(NAD 83)
 QR0030
 QR0030                          SUPERSEDED SURVEY CONTROL
 QR0030
 QR0030.No superseded survey control is available for this station.
 QR0030
 QR0030_MARKER: DV = VERTICAL CONTROL DISK
 QR0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0030_STAMPING: E 90 RESET 1973
 QR0030_MARK LOGO: NGS
 QR0030_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0030+STABILITY: SURFACE MOTION
 QR0030
 QR0030  HISTORY     - Date     Condition        Report By
 QR0030  HISTORY     - 1973     MONUMENTED       NGS
 QR0030
 QR0030                          STATION DESCRIPTION
 QR0030
 QR0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0030'2.1 MI E FROM BARNARD.
 QR0030'2.1 MILES EAST ALONG COUNTY ROAD 7 FROM THE INTERSECTION OF COUNTY
 QR0030'ROADS NO. 7 AND NO. 10 AT THE NORTH EDGE OF BARNARD, IN THE
 QR0030'SOUTHEAST CORNER OF A CROSSROADS INTERSECTION, 98 FEET SOUTH OF
 QR0030'THE CENTER OF COUNTY ROAD 7, 75 FEET EAST OF THE CENTER OF THE
 QR0030'GRADED CROSSROAD, 6 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF
 QR0030'A FENCE, 1.9 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN
 QR0030'A ROUND CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0198 ***********************************************************************
 QQ0198  DESIGNATION -  E 92
 QQ0198  PID         -  QQ0198
 QQ0198  STATE/COUNTY-  SD/ROBERTS
 QQ0198  COUNTRY     -  US
 QQ0198  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0198
 QQ0198                         *CURRENT SURVEY CONTROL
 QQ0198  ______________________________________________________________________
 QQ0198* NAD 83(1986) POSITION- 45 45 39.     (N) 097 01 14.     (W)   SCALED
 QQ0198* NAVD 88 ORTHO HEIGHT -   362.127 (meters)     1188.08  (feet) ADJUSTED
 QQ0198  ______________________________________________________________________
 QQ0198  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 QQ0198  DYNAMIC HEIGHT  -        362.118 (meters)     1188.05  (feet) COMP
 QQ0198  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 QQ0198
 QQ0198  VERT ORDER      -  SECOND    CLASS 0
 QQ0198
 QQ0198.The horizontal coordinates were scaled from a map and have
 QQ0198.an estimated accuracy of +/- 6 seconds.
 QQ0198
 QQ0198.The orthometric height was determined by differential leveling and
 QQ0198.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0198.in June 1991.
 QQ0198
 QQ0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0198.GEOID18 height accuracy estimate available here.
 QQ0198
 QQ0198.Click photographs - Photos may exist for this station.
 QQ0198
 QQ0198.The dynamic height is computed by dividing the NAVD 88
 QQ0198.geopotential number by the normal gravity value computed on the
 QQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0198.degrees latitude (g = 980.6199 gals.).
 QQ0198
 QQ0198.The modeled gravity was interpolated from observed gravity values.
 QQ0198
 QQ0198;                    North         East    Units  Estimated Accuracy
 QQ0198;SPC SD N     -   218,460.      831,740.      MT  (+/- 180 meters Scaled)
 QQ0198
 QQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR539693(NAD 83)
 QQ0198
 QQ0198                          SUPERSEDED SURVEY CONTROL
 QQ0198
 QQ0198  NGVD 29 (??/??/92)  361.896  (m)         1187.32   (f) ADJ UNCH    2 0
 QQ0198
 QQ0198.Superseded values are not recommended for survey control.
 QQ0198
 QQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0198.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0198
 QQ0198_MARKER: DB = BENCH MARK DISK
 QQ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0198_STAMPING: E 92 1934
 QQ0198_MARK LOGO: CGS
 QQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0198+STABILITY: SURFACE MOTION
 QQ0198
 QQ0198  HISTORY     - Date     Condition        Report By
 QQ0198  HISTORY     - 1934     MONUMENTED       CGS
 QQ0198
 QQ0198                          STATION DESCRIPTION
 QQ0198
 QQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0198'6.5 MI S FROM HAMMER.
 QQ0198'6.5 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE MINNEAPOLIS, ST.
 QQ0198'PAUL AND SAULT STE. MARIE RAILWAY STATION AT HAMMER, ROBERTS
 QQ0198'COUNTY, 42 FEET SOUTH OF A ROAD CROSSING, 42 FEET EAST OF THE
 QQ0198'CENTER LINE OF THE HIGHWAY, AND ABOUT 1.5 FEET LOWER THAN THE
 QQ0198'HIGHWAY.  A STANDARD DISK, STAMPED E 92 1934 AND SET IN THE
 QQ0198'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0145 ***********************************************************************
 QQ0145  DESIGNATION -  E 93
 QQ0145  PID         -  QQ0145
 QQ0145  STATE/COUNTY-  SD/ROBERTS
 QQ0145  COUNTRY     -  US
 QQ0145  USGS QUAD   -  PEEVER NW (2017)
 QQ0145
 QQ0145                         *CURRENT SURVEY CONTROL
 QQ0145  ______________________________________________________________________
 QQ0145* NAD 83(1986) POSITION- 45 39 34.     (N) 096 55 53.     (W)   SCALED
 QQ0145* NAVD 88 ORTHO HEIGHT -   350.196 (meters)     1148.93  (feet) ADJUSTED
 QQ0145  ______________________________________________________________________
 QQ0145  GEOID HEIGHT    -        -25.922 (meters)                     GEOID18
 QQ0145  DYNAMIC HEIGHT  -        350.182 (meters)     1148.89  (feet) COMP
 QQ0145  MODELED GRAVITY -    980,565.8   (mgal)                       NAVD 88
 QQ0145
 QQ0145  VERT ORDER      -  SECOND    CLASS 0
 QQ0145
 QQ0145.The horizontal coordinates were scaled from a map and have
 QQ0145.an estimated accuracy of +/- 6 seconds.
 QQ0145
 QQ0145.The orthometric height was determined by differential leveling and
 QQ0145.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0145.in June 1991.
 QQ0145
 QQ0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0145.GEOID18 height accuracy estimate available here.
 QQ0145
 QQ0145.Click photographs - Photos may exist for this station.
 QQ0145
 QQ0145.The dynamic height is computed by dividing the NAVD 88
 QQ0145.geopotential number by the normal gravity value computed on the
 QQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0145.degrees latitude (g = 980.6199 gals.).
 QQ0145
 QQ0145.The modeled gravity was interpolated from observed gravity values.
 QQ0145
 QQ0145;                    North         East    Units  Estimated Accuracy
 QQ0145;SPC SD N     -   207,460.      839,100.      MT  (+/- 180 meters Scaled)
 QQ0145
 QQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR611582(NAD 83)
 QQ0145
 QQ0145                          SUPERSEDED SURVEY CONTROL
 QQ0145
 QQ0145  NGVD 29 (??/??/92)  349.95   (m)         1148.1    (f) COMPUTED    2 0
 QQ0145
 QQ0145.Superseded values are not recommended for survey control.
 QQ0145
 QQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0145.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0145
 QQ0145_MARKER: DB = BENCH MARK DISK
 QQ0145_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0145_SP_SET: CULVERT
 QQ0145_STAMPING: E 93 1934
 QQ0145_MARK LOGO: CGS
 QQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0145+STABILITY: SURFACE MOTION
 QQ0145
 QQ0145  HISTORY     - Date     Condition        Report By
 QQ0145  HISTORY     - 1934     MONUMENTED       CGS
 QQ0145
 QQ0145                          STATION DESCRIPTION
 QQ0145
 QQ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0145'9 MI NW FROM BROWNS VALLEY.
 QQ0145'9 MILES NORTHWEST OF THE DEPOT AT BROWNS VALLEY ALONG STATE
 QQ0145'HIGHWAY 10 SET IN THE WEST END OF THE SOUTH HEADWALL OF 30
 QQ0145'INCH CONCRETE CULVERT, 254 FEET EAST OF FARM ENTRANCE, THENCE
 QQ0145'20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FOOT
 QQ0145'BELOW ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0146 ***********************************************************************
 QQ0146  DESIGNATION -  E 93 RESET
 QQ0146  PID         -  QQ0146
 QQ0146  STATE/COUNTY-  SD/ROBERTS
 QQ0146  COUNTRY     -  US
 QQ0146  USGS QUAD   -  PEEVER NW (2017)
 QQ0146
 QQ0146                         *CURRENT SURVEY CONTROL
 QQ0146  ______________________________________________________________________
 QQ0146* NAD 83(1986) POSITION- 45 39 33.     (N) 096 55 50.     (W)   SCALED
 QQ0146* NAVD 88 ORTHO HEIGHT -   350.66  (meters)     1150.5   (feet) RESET
 QQ0146  ______________________________________________________________________
 QQ0146  GEOID HEIGHT    -        -25.923 (meters)                     GEOID18
 QQ0146  VERT ORDER      -  THIRD
 QQ0146
 QQ0146.The horizontal coordinates were scaled from a map and have
 QQ0146.an estimated accuracy of +/- 6 seconds.
 QQ0146
 QQ0146.The orthometric height was computed from unverified reset data.
 QQ0146
 QQ0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0146.GEOID18 height accuracy estimate available here.
 QQ0146
 QQ0146.Click photographs - Photos may exist for this station.
 QQ0146
 QQ0146;                    North         East    Units  Estimated Accuracy
 QQ0146;SPC SD N     -   207,430.      839,170.      MT  (+/- 180 meters Scaled)
 QQ0146
 QQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR612582(NAD 83)
 QQ0146
 QQ0146                          SUPERSEDED SURVEY CONTROL
 QQ0146
 QQ0146.No superseded survey control is available for this station.
 QQ0146
 QQ0146_MARKER: DB = BENCH MARK DISK
 QQ0146_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0146_SP_SET: CULVERT
 QQ0146_STAMPING: E 93 RESET 1939
 QQ0146_MARK LOGO: CGS
 QQ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0146+STABILITY: SURFACE MOTION
 QQ0146
 QQ0146  HISTORY     - Date     Condition        Report By
 QQ0146  HISTORY     - 1939     MONUMENTED       CGS
 QQ0146  HISTORY     - 1971     MARK NOT FOUND   USGS
 QQ0146
 QQ0146                          STATION DESCRIPTION
 QQ0146
 QQ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 QQ0146'9 MI NW FROM BROWNS VALLEY.
 QQ0146'IN ROBERTS COUNTY, SOUTH DAKOTA, ABOUT 9 MILES NORTHWEST ALONG
 QQ0146'MINNESOTA STATE HIGHWAY 28 AND SOUTH DAKOTA STATE HIGHWAY
 QQ0146'10 FROM THE GREAT NORTHERN RAILWAY STATION AT BROWNS VALLEY,
 QQ0146'TRAVERSE COUNTY, MINNESOTA, 364 FEET EAST OF A FARM ENTRANCE,
 QQ0146'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH CONCRETE HEADWALL,
 QQ0146'AND 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 QQ0146'DISK, STAMPED E 93 RESET 1939.
 QQ0146
 QQ0146                          STATION RECOVERY (1971)
 QQ0146
 QQ0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QQ0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0365 ***********************************************************************
 PR0365  DESIGNATION -  E 94
 PR0365  PID         -  PR0365
 PR0365  STATE/COUNTY-  SD/HAMLIN
 PR0365  COUNTRY     -  US
 PR0365  USGS QUAD   -  ESTELLINE (2017)
 PR0365
 PR0365                         *CURRENT SURVEY CONTROL
 PR0365  ______________________________________________________________________
 PR0365* NAD 83(1986) POSITION- 44 36 06.     (N) 096 55 49.     (W)   SCALED
 PR0365* NAVD 88 ORTHO HEIGHT -   506.945 (meters)     1663.20  (feet) ADJUSTED
 PR0365  ______________________________________________________________________
 PR0365  GEOID HEIGHT    -        -24.956 (meters)                     GEOID18
 PR0365  DYNAMIC HEIGHT  -        506.870 (meters)     1662.96  (feet) COMP
 PR0365  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 PR0365
 PR0365  VERT ORDER      -  SECOND    CLASS 0
 PR0365
 PR0365.The horizontal coordinates were scaled from a map and have
 PR0365.an estimated accuracy of +/- 6 seconds.
 PR0365
 PR0365.The orthometric height was determined by differential leveling and
 PR0365.adjusted by the NATIONAL GEODETIC SURVEY
 PR0365.in June 1991.
 PR0365
 PR0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0365.GEOID18 height accuracy estimate available here.
 PR0365
 PR0365.Click photographs - Photos may exist for this station.
 PR0365
 PR0365.The dynamic height is computed by dividing the NAVD 88
 PR0365.geopotential number by the normal gravity value computed on the
 PR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0365.degrees latitude (g = 980.6199 gals.).
 PR0365
 PR0365.The modeled gravity was interpolated from observed gravity values.
 PR0365
 PR0365;                    North         East    Units  Estimated Accuracy
 PR0365;SPC SD N     -    90,000.      843,640.      MT  (+/- 180 meters Scaled)
 PR0365
 PR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ642407(NAD 83)
 PR0365
 PR0365                          SUPERSEDED SURVEY CONTROL
 PR0365
 PR0365  NGVD 29 (??/??/92)  506.669  (m)         1662.30   (f) ADJ UNCH    2 0
 PR0365
 PR0365.Superseded values are not recommended for survey control.
 PR0365
 PR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0365.See file dsdata.pdf to determine how the superseded data were derived.
 PR0365
 PR0365_MARKER: DB = BENCH MARK DISK
 PR0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0365_SP_SET: BRIDGE
 PR0365_STAMPING: E 94 1934
 PR0365_MARK LOGO: CGS
 PR0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0365
 PR0365  HISTORY     - Date     Condition        Report By
 PR0365  HISTORY     - 1934     MONUMENTED       CGS
 PR0365  HISTORY     - 1949     GOOD             CGS
 PR0365
 PR0365                          STATION DESCRIPTION
 PR0365
 PR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0365'3.2 MI NW FROM ESTELLINE.
 PR0365'ALONG STATE HIGHWAY 28 AT 90 FOOT CONCRETE BRIDGE.  SET IN THE
 PR0365'NORTH GUARD WALL AT THE EAST END OF THE BRIDGE, 3.5 FEET ABOVE
 PR0365'ROAD LEVEL.
 PR0365
 PR0365                          STATION RECOVERY (1949)
 PR0365
 PR0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PR0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1190 ***********************************************************************
 PR1190  DESIGNATION -  E 95 RESET
 PR1190  PID         -  PR1190
 PR1190  STATE/COUNTY-  SD/KINGSBURY
 PR1190  COUNTRY     -  US
 PR1190  USGS QUAD   -  ARLINGTON (2017)
 PR1190
 PR1190                         *CURRENT SURVEY CONTROL
 PR1190  ______________________________________________________________________
 PR1190* NAD 83(1986) POSITION- 44 21 50.     (N) 097 08 00.     (W)   SCALED
 PR1190* NAVD 88 ORTHO HEIGHT -   561.701 (meters)     1842.85  (feet) ADJUSTED
 PR1190  ______________________________________________________________________
 PR1190  GEOID HEIGHT    -        -25.115 (meters)                     GEOID18
 PR1190  DYNAMIC HEIGHT  -        561.592 (meters)     1842.49  (feet) COMP
 PR1190  MODELED GRAVITY -    980,405.8   (mgal)                       NAVD 88
 PR1190
 PR1190  VERT ORDER      -  FIRST     CLASS II
 PR1190
 PR1190.The horizontal coordinates were scaled from a map and have
 PR1190.an estimated accuracy of +/- 6 seconds.
 PR1190
 PR1190.The orthometric height was determined by differential leveling and
 PR1190.adjusted by the NATIONAL GEODETIC SURVEY
 PR1190.in October 1997.
 PR1190
 PR1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1190.GEOID18 height accuracy estimate available here.
 PR1190
 PR1190.Click photographs - Photos may exist for this station.
 PR1190
 PR1190.The dynamic height is computed by dividing the NAVD 88
 PR1190.geopotential number by the normal gravity value computed on the
 PR1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1190.degrees latitude (g = 980.6199 gals.).
 PR1190
 PR1190.The modeled gravity was interpolated from observed gravity values.
 PR1190
 PR1190;                    North         East    Units  Estimated Accuracy
 PR1190;SPC SD N     -    63,000.      828,470.      MT  (+/- 180 meters Scaled)
 PR1190
 PR1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ487139(NAD 83)
 PR1190
 PR1190                          SUPERSEDED SURVEY CONTROL
 PR1190
 PR1190  NGVD 29 (04/17/07)  561.46   (m)         1842.1    (f) RESET       3  
 PR1190
 PR1190.Superseded values are not recommended for survey control.
 PR1190
 PR1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1190.See file dsdata.pdf to determine how the superseded data were derived.
 PR1190
 PR1190_MARKER: I = METAL ROD
 PR1190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1190_STAMPING: E 95 RESET 1990
 PR1190_MARK LOGO: NGS
 PR1190_PROJECTION: FLUSH
 PR1190_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1190+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 PR1190_ROD/PIPE-DEPTH: 9.14 meters
 PR1190_SLEEVE-DEPTH  : 2 meters
 PR1190
 PR1190  HISTORY     - Date     Condition        Report By
 PR1190  HISTORY     - 1990     MONUMENTED       NGS
 PR1190  HISTORY     - 19940921 GOOD             NGS
 PR1190
 PR1190                          STATION DESCRIPTION
 PR1190
 PR1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1190'AT ARLINGTON IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S.
 PR1190'HIGHWAY 14 AND MAIN STREET, 33.9 M (111.2 FT) NORTH FROM THE CENTER
 PR1190'OF THE HIGHWAY, 16.5 M (54.1 FT) EAST FROM THE CENTER OF MAIN STREET,
 PR1190'41.0 M (134.5 FT) SOUTH FROM THE CENTER OF THE RAILROAD TRACKS, 4.0 M
 PR1190'(13.1 FT) EAST FROM THE EAST CURB FACE OF MAIN STREET, 3.7 M
 PR1190'(12.1 FT) SOUTH FROM THE CENTER OF A SIDEWALK, 2.7 M (8.9 FT)
 PR1190'NORTHWEST FROM THE SOUTH ONE OF THREE TREES, 2.7 M (8.9 FT) SOUTHWEST
 PR1190'FROM THE CENTER ONE OF THREE TREES.
 PR1190'NOTE--ACCESS TO THE DATUM POINT IS THRU A 5-INCH LOGO CAP.
 PR1190
 PR1190                          STATION RECOVERY (1994)
 PR1190
 PR1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1190'IN ARLINGTON, AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 14,
 PR1190'765.0 M (2509.8 FT) EAST OF MILEPOST 400, 40.5 M (132.9 FT) SOUTHWEST
 PR1190'OF THE NEAR RAIL OF THE MAIN TRACK OF THE DAKOTA, MINNESOTA AND
 PR1190'EASTERN RAILROAD, 35.2 M (115.5 FT) NORTHEAST OF THE HIGHWAY CENTER,
 PR1190'16.4 M (53.8 FT) SOUTHEAST OF THE STREET CENTER, 6.7 M (22.0 FT) SOUTH
 PR1190'OF A UTILITY LIGHT POLE, 3.3 M (10.8 FT) SOUTHWEST OF THE CENTER OF A
 PR1190'SIDEWALK, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
 PR1190'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PR1190'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0093 ***********************************************************************
 QT0093  DESIGNATION -  EAGLE
 QT0093  PID         -  QT0093
 QT0093  STATE/COUNTY-  SD/MEADE
 QT0093  COUNTRY     -  US
 QT0093  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0093
 QT0093                         *CURRENT SURVEY CONTROL
 QT0093  ______________________________________________________________________
 QT0093* NAD 83(1996) POSITION- 45 01 24.52758(N) 102 18 48.81987(W)   ADJUSTED
 QT0093* NAVD 88 ORTHO HEIGHT -   814.979 (meters)     2673.81  (feet) ADJUSTED
 QT0093  ______________________________________________________________________
 QT0093  GEOID HEIGHT    -        -18.749 (meters)                     GEOID18
 QT0093  LAPLACE CORR    -         -6.89  (seconds)                    DEFLEC18
 QT0093  DYNAMIC HEIGHT  -        814.812 (meters)     2673.26  (feet) COMP
 QT0093  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 QT0093
 QT0093  HORZ ORDER      -  SECOND
 QT0093  VERT ORDER      -  FIRST     CLASS II
 QT0093
 QT0093.The horizontal coordinates were established by classical geodetic methods
 QT0093.and adjusted by the National Geodetic Survey in January 1998.
 QT0093
 QT0093.The orthometric height was determined by differential leveling and
 QT0093.adjusted by the NATIONAL GEODETIC SURVEY
 QT0093.in June 1991.
 QT0093
 QT0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0093.GEOID18 height accuracy estimate available here.
 QT0093
 QT0093.Click photographs - Photos may exist for this station.
 QT0093
 QT0093.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0093
 QT0093.The dynamic height is computed by dividing the NAVD 88
 QT0093.geopotential number by the normal gravity value computed on the
 QT0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0093.degrees latitude (g = 980.6199 gals.).
 QT0093
 QT0093.The modeled gravity was interpolated from observed gravity values.
 QT0093
 QT0093. The following values were computed from the NAD 83(1996) position.
 QT0093
 QT0093;                    North         East     Units Scale Factor Converg.
 QT0093;SPC SD N     -   134,857.010   417,693.449   MT  0.99993923   -1 38 14.6
 QT0093;SPC SD N     -   442,443.37  1,370,382.59   sFT  0.99993923   -1 38 14.6
 QT0093;UTM  13      - 4,989,069.938   711,646.026   MT  1.00015083   +1 54 03.9
 QT0093
 QT0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0093!SPC SD N     -   0.99987518  x   0.99993923  =   0.99981442
 QT0093!UTM  13      -   0.99987518  x   1.00015083  =   1.00002599
 QT0093
 QT0093:                Primary Azimuth Mark                     Grid Az
 QT0093:SPC SD N     -  EAGLE AZ MK                              091 31 19.2
 QT0093:UTM  13      -  EAGLE AZ MK                              087 59 00.7
 QT0093
 QT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1164689069(NAD 83)
 QT0093
 QT0093|---------------------------------------------------------------------|
 QT0093| PID    Reference Object                     Distance      Geod. Az  |
 QT0093|                                                           dddmmss.s |
 QT0093| QT0095 EAGLE AZ MK                                        0895304.6 |
 QT0093| QT0094 EAGLE RM 1                           13.842 METERS 09000     |
 QT0093| QT0092 EAGLE RM 2                           10.089 METERS 27029     |
 QT0093|---------------------------------------------------------------------|
 QT0093
 QT0093                          SUPERSEDED SURVEY CONTROL
 QT0093
 QT0093  NAD 83(1993)-  45 01 24.51907(N)    102 18 48.81909(W) AD(       ) 2
 QT0093  NAD 83(1986)-  45 01 24.51880(N)    102 18 48.81917(W) AD(       ) 2
 QT0093  NAD 27      -  45 01 24.56830(N)    102 18 47.25000(W) AD(       ) 2
 QT0093  NGVD 29 (??/??/92)  814.514  (m)         2672.28   (f) ADJ UNCH    1 2
 QT0093  NGVD 29             814.51   (m)         2672.3    (f) LEVELING    3  
 QT0093
 QT0093.Superseded values are not recommended for survey control.
 QT0093
 QT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0093.See file dsdata.pdf to determine how the superseded data were derived.
 QT0093
 QT0093_MARKER: DS = TRIANGULATION STATION DISK
 QT0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0093_STAMPING: EAGLE 1950
 QT0093_MARK LOGO: CGS
 QT0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0093+STABILITY: SURFACE MOTION
 QT0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0093+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0093
 QT0093  HISTORY     - Date     Condition        Report By
 QT0093  HISTORY     - 1950     MONUMENTED       CGS
 QT0093  HISTORY     - 1962     GOOD             CGS
 QT0093  HISTORY     - 1963     GOOD             CGS
 QT0093  HISTORY     - 1981     GOOD             NGS
 QT0093  HISTORY     - 1981     GOOD             NGS
 QT0093  HISTORY     - 19960425 GOOD             NGS
 QT0093
 QT0093                          STATION DESCRIPTION
 QT0093
 QT0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0093'STATION IS ABOUT 13-1/2 MILES WEST OF FAITH, ON THE RIGHT-OF-WAY
 QT0093'OF U.S. HIGHWAY 212.  IT IS 123 FEET NORTH OF THE CENTER OF
 QT0093'THE HIGHWAY, 6 FEET SOUTHEAST OF A WITNESS POST, AND 4 FEET
 QT0093'SOUTH OF A FENCE.
 QT0093'
 QT0093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QT0093'AND STATE HIGHWAY 73 IN FAITH.  GO WEST ON HIGHWAYS 212 AND 73
 QT0093'FOR 3.15 MILES TO A POINT WHERE HIGHWAY 73 BEARS RIGHT.
 QT0093'CONTINUE WEST ON HIGHWAY 212 FOR 9.45 MILE TO A CROSSROADS
 QT0093'AND A CATTLE GUARD ON THE LEFT.  CONTINUE WEST 0.3 MILE TO
 QT0093'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST 0.4 MILE TO
 QT0093'THE STATION ON THE RIGHT.
 QT0093'
 QT0093'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE
 QT0093'1950.
 QT0093'
 QT0093'REFERENCE MARK NO. 1 IS 123 FEET NORTH OF THE CENTER OF THE
 QT0093'HIGHWAY, AND 4 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 5
 QT0093'INCHES AND THE DISK IS STAMPED EAGLE NO 1 1950.
 QT0093'
 QT0093'REFERENCE MARK NO. 2 IS 123 FEET NORTH OF THE CENTER OF THE
 QT0093'HIGHWAY, AND 4 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 6
 QT0093'INCHES AND THE DISK IS STAMPED EAGLE NO 2 1950.
 QT0093'
 QT0093'THE AZIMUTH MARK IS 126 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QT0093'2 FEET SOUTHWEST OF A WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 QT0093'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE 1950.
 QT0093'
 QT0093'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0093'CONCRETE CYLINDERS.
 QT0093'
 QT0093'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0093
 QT0093                          STATION RECOVERY (1962)
 QT0093
 QT0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0093'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QT0093'WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED WITH THE EXCEPTION
 QT0093'OF THE DISTANCE AND DIRECTION TO REFERENCE MARK 1, THE CURRENT
 QT0093'OBSERVATIONS WERE DOUBLE CHECKED IN THE FIELD.
 QT0093'
 QT0093'A NEW DESCRIPTION FOLLOWS--
 QT0093'
 QT0093'THE STATION IS LOCATED ABOUT 13 MILES WEST OF FAITH, ON THE
 QT0093'NORTH SIDE OF U.S. HIGHWAY 212, WHERE THE HIGHWAY GOES OVER
 QT0093'A LOW RIDGE.  IN T 12 N R 15 E SECTION 2.
 QT0093'
 QT0093'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 QT0093'HIGHWAY 73 (ABOUT 3 MILES WEST OF FAITH).  GO WEST ON U.S.
 QT0093'HIGHWAY 212 FOR 9.4 MILES TO A CROSSROAD.  CONTINUE WEST FOR
 QT0093'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 QT0093'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 QT0093'
 QT0093'THE STATION MARK IS A STANDARD DISK STAMPED EAGLE 1950 SET
 QT0093'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 5
 QT0093'INCHES.  IT IS 123 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QT0093'212, 6 FEET SOUTHWEST OF A WOODEN WITNESS POST, AND 4 FEET SOUTH
 QT0093'OF THE NORTH RIGHT-OF-WAY FENCE.
 QT0093'
 QT0093'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EAGLE NO 1 1950
 QT0093'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 QT0093'5 INCHES AND IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 QT0093'IT IS 123 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 212, AND
 QT0093'4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 QT0093'
 QT0093'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EAGLE NO 2 1950
 QT0093'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 QT0093'3 INCHES AND IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 QT0093'IT IS 123 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 212 AND 4
 QT0093'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 QT0093'
 QT0093'AZIMUTH MARK IS A STANDARD DISK STAMPED EAGLE 1950 SET IN THE
 QT0093'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 5 INCHES.  IT
 QT0093'IS 126 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 212, 2 FEET
 QT0093'SOUTHWEST OF A WOODEN WITNESS POST, AND 2 FEET SOUTH OF THE
 QT0093'NORTH RIGHT-OF-WAY FENCE.
 QT0093
 QT0093                          STATION RECOVERY (1963)
 QT0093
 QT0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QT0093'13.7 MI W FROM FAITH.
 QT0093'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0093'FAITH, THENCE 13.6 MILES WEST ALONG U.S. HIGHWAY 212, 0.7 MILE
 QT0093'WEST OF A CROSS ROAD, 123 FEET NORTH OF THE CENTER LINE OF THE
 QT0093'HIGHWAY, 4 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 QT0093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QT0093
 QT0093                          STATION RECOVERY (1981)
 QT0093
 QT0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0093'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QT0093'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 QT0093'AT THIS TIME.  THE 1962 DESCRIPTIVE TEXT IS ADEQUATE.
 QT0093
 QT0093                          STATION RECOVERY (1981)
 QT0093
 QT0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0093'RECOVERED IN GOOD CONDITION.
 QT0093
 QT0093                          STATION RECOVERY (1996)
 QT0093
 QT0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0093'21.3 M (69.9 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0093'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 70.1 M (230.0 FT) WEST OF
 QT0093'MILEPOST 101, 36.7 M (120.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.9
 QT0093'M (45.6 FT) WEST OF REFERENCE MARK 1, 10.1 M (33.1 FT) EAST OF
 QT0093'REFERENCE MARK 2, 2.3 M (7.5 FT) SOUTHWEST OF A WITNESS POST, 1.3 M
 QT0093'(4.3 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE
 QT0093'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QT0093'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0852 ***********************************************************************
 OR0852  DESIGNATION -  EAGLE
 OR0852  PID         -  OR0852
 OR0852  STATE/COUNTY-  SD/BRULE
 OR0852  COUNTRY     -  US
 OR0852  USGS QUAD   -  BIJOU HILLS (2017)
 OR0852
 OR0852                         *CURRENT SURVEY CONTROL
 OR0852  ______________________________________________________________________
 OR0852* NAD 83(1996) POSITION- 43 32 07.06595(N) 099 08 47.69626(W)   ADJUSTED
 OR0852* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 OR0852  ______________________________________________________________________
 OR0852  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OR0852  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 OR0852  HORZ ORDER      -  FIRST
 OR0852
 OR0852.The horizontal coordinates were established by classical geodetic methods
 OR0852.and adjusted by the National Geodetic Survey in January 1998.
 OR0852
 OR0852.The orthometric height was scaled from a topographic map.
 OR0852
 OR0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0852.GEOID18 height accuracy estimate available here.
 OR0852
 OR0852.Click photographs - Photos may exist for this station.
 OR0852
 OR0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0852
 OR0852. The following values were computed from the NAD 83(1996) position.
 OR0852
 OR0852;                    North         East     Units Scale Factor Converg.
 OR0852;SPC SD S     -   134,212.466   695,912.456   MT  0.99990792   +0 49 07.3
 OR0852;SPC SD S     -   440,328.73  2,283,172.78   sFT  0.99990792   +0 49 07.3
 OR0852;UTM  14      - 4,820,271.744   488,156.558   MT  0.99960173   -0 06 03.5
 OR0852
 OR0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0852!SPC SD S     -   0.99991562  x   0.99990792  =   0.99982354
 OR0852!UTM  14      -   0.99991562  x   0.99960173  =   0.99951738
 OR0852
 OR0852:                Primary Azimuth Mark                     Grid Az
 OR0852:SPC SD S     -  EAGLE AZ MK                              248 55 03.2
 OR0852:UTM  14      -  EAGLE AZ MK                              249 50 14.0
 OR0852
 OR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8815620271(NAD 83)
 OR0852
 OR0852|---------------------------------------------------------------------|
 OR0852| PID    Reference Object                     Distance      Geod. Az  |
 OR0852|                                                           dddmmss.s |
 OR0852| OR0841 KIMBALL WATER TANK                  APPROX.28.5 KM 0320737.8 |
 OR0852| OR0839 KIMBALL ST MARGARETS CATH CH        APPROX.27.7 KM 0325655.5 |
 OR0852| OR0849 BENDON TOWNSHIP CATH CH SPIRE       APPROX. 9.5 KM 0384753.2 |
 OR0852| OR0838 WHITE LAKE WATER TOWER              APPROX.41.1 KM 0580125.8 |
 OR0852| CO3035 EAGLE RM 1                           12.110 METERS 06303     |
 OR0852| CO3036 EAGLE RM 2                           17.148 METERS 16528     |
 OR0852| CO3034 EAGLE AZ MK                                        2494410.5 |
 OR0852| OR0851 NORWEGIAN LUTH CH SPIRE             APPROX.11.3 KM 3222216.7 |
 OR0852| OR0850 GERMAN LUTHERAN CHURCH SPIRE        APPROX. 8.9 KM 3242421.7 |
 OR0852| OR0853 RED LAKE TOWNSHIP CATH CH           APPROX.12.0 KM 3564235.1 |
 OR0852|---------------------------------------------------------------------|
 OR0852
 OR0852                          SUPERSEDED SURVEY CONTROL
 OR0852
 OR0852  NAD 83(1995)-  43 32 07.06576(N)    099 08 47.69998(W) AD(       ) 1
 OR0852  NAD 83(1986)-  43 32 07.06673(N)    099 08 47.70483(W) AD(       ) 1
 OR0852  NAD 27      -  43 32 07.06500(N)    099 08 46.37100(W) AD(       ) 1
 OR0852
 OR0852.Superseded values are not recommended for survey control.
 OR0852
 OR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0852.See file dsdata.pdf to determine how the superseded data were derived.
 OR0852
 OR0852_MARKER: DS = TRIANGULATION STATION DISK
 OR0852_SETTING: 66 = SET IN ROCK OUTCROP
 OR0852_STAMPING: EAGLE 1934
 OR0852_MARK LOGO: CGS
 OR0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0852+STABILITY: POSITION/ELEVATION WELL
 OR0852
 OR0852  HISTORY     - Date     Condition        Report By
 OR0852  HISTORY     - 1934     MONUMENTED       CGS
 OR0852  HISTORY     - 1948     GOOD             CGS
 OR0852
 OR0852                          STATION DESCRIPTION
 OR0852
 OR0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0852'STATION IS LOCATED ABOUT 1/4 MILE WEST OF THE CENTER OF SEC.
 OR0852'19, T. 101 N., R. 69 W., ON LAND OWNED BY ED. NOVAK WHO LIVES
 OR0852'NEAR JAMES MARSH.
 OR0852'
 OR0852'STATION IS REACHED FROM THE WNAX GAS STATION ON STATE HIGHWAY
 OR0852'47 AT BIJOU HILLS SETTLEMENT BY TAKING STATE ROUTE 47 NORTH FOR
 OR0852'0.7 MILE WHERE IT TURNS SHARP LEFT (WEST), FOLLOW SAME FOR 0.2
 OR0852'MILE AND TURN RIGHT (NORTH) ON TO A DIRT T-ROAD, PROCEED NORTH
 OR0852'1.0 MILE AND TURN RIGHT (EAST) AT A T-ROAD JUNCTION.  GO
 OR0852'EAST ABOUT 0.15 MILE AND TURN RIGHT (SOUTH) THROUGH GATE JUST
 OR0852'BEFORE REACHING HOME OF JAMES MARSH ON LEFT, THENCE PAST
 OR0852'WINDMILL AND CONTINUE (SOUTH) ALONG FENCE LINE TO THE EAST
 OR0852'FOR 0.4 MILE FROM MAIN ROAD TO THE END OF TRUCK TRAVEL.
 OR0852'FOLLOW FENCE LINE A SHORT DISTANCE TO THE SOUTHEASTWARD UP
 OR0852'HILL ABOUT 1/4 MILE TO THE TOP OF HILL AND STATION ON THE
 OR0852'HIGHEST POINT.
 OR0852'
 OR0852'STATION IS LOCATED ON THE HIGHEST PART AND WEST PART OF A
 OR0852'LONG BARE RIDGE KNOWN AS ONE OF THE BIJOU HILLS, 129 FEET SOUTH
 OR0852'OF EAST-WEST FENCE LINE, SET IN DRILL HOLES IN ROCK.
 OR0852'
 OR0852'REFERENCE MARK NO. 1 IS 39.89 FEET (12.161 METERS) NORTHEAST
 OR0852'OF STATION, 8 FEET FROM NORTHEAST SLOPE, SET IN DRILL HOLES
 OR0852'IN ROCK.
 OR0852'
 OR0852'REFERENCE MARK NO. 2 IS 56.26 FEET (17.144 METERS) SOUTHEAST
 OR0852'OF STATION AT BEGINNING OF SOUTHEAST SLOPE.
 OR0852'
 OR0852'AZIMUTH MARK IS 2.0 MILES SOUTHWEST OF STATION, 234 FEET NORTH
 OR0852'OF CENTERLINE OF EAST-WEST ROAD IN SCHOOL YARD, 70 FEET NORTHEAST
 OR0852'OF NORTHEAST CORNER OF SCHOOL, 24 FEET SOUTH OF EAST-WEST FENCE
 OR0852'LINE IN NORTH-SOUTH FENCE LINE.
 OR0852'
 OR0852'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 OR0852
 OR0852                          STATION RECOVERY (1948)
 OR0852
 OR0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0852'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 OR0852'ALL MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND
 OR0852'IN THE DISTANCE TO R.M. NO. 1.  THE AZIMUTH MARK IS ABOUT
 OR0852'1 MILE FROM THE STATION INSTEAD OF 2 MILES.  BIJOU HILLS IS ON
 OR0852'STATE HIGHWAY 50 INSTEAD OF HIGHWAY 47.  A COMPLETE NEW
 OR0852'DESCRIPTION FOLLOWS.
 OR0852'
 OR0852'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE VILLAGE OF BIJOU
 OR0852'HILLS, ON THE HIGHEST POINT AT THE WEST END OF A LONG, PROMINENT
 OR0852'RIDGE.  IT IS 129 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE
 OR0852'DISK IS STAMPED EAGLE 1934 AND IS SET FLUSH.
 OR0852'
 OR0852'REFERENCE MARK NO. 1 IS 39.73 FEET EAST-NORTHEAST OF THE
 OR0852'STATION.  THE DISK IS STAMPED EAGLE NO 1 1934 AND IS SET FLUSH.
 OR0852'
 OR0852'REFERENCE MARK NO. 2 IS 56.26 FEET SOUTH-SOUTHEAST OF THE
 OR0852'STATION.  THE DISK IS STAMPED EAGLE NO 2 1934 AND IS SET FLUSH.
 OR0852'
 OR0852'THE AZIMUTH MARK IS ABOUT 1 MILE SOUTHWEST OF THE STATION, 44
 OR0852'PACES NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOL HOUSE,
 OR0852'24 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A NORTH-SOUTH
 OR0852'FENCE LINE, AND 4 FEET NORTH OF A WITNESS POST.  THE DISK IS
 OR0852'STAMPED EAGLE 1934 AND IS SET FLUSH.
 OR0852'
 OR0852'TO REACH THE STATION FROM BIJOU HILLS, GO NORTH ON STATE HIGHWAY
 OR0852'50 FOR 0.7 MILE TO WHERE THE HIGHWAY TURNS SHARP LEFT (WEST).
 OR0852'FOLLOW AROUND THE CURVE TO A FENCE CORNER ON THE RIGHT.  TURN
 OR0852'RIGHT, PASS THRU A GATE, AND FOLLOW ALONG THE EAST SIDE OF A
 OR0852'FENCE FOR 0.45 MILE TO A FENCE CORNER.  TURN RIGHT AND GO 0.1
 OR0852'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST ABOUT
 OR0852'0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 OR0852'
 OR0852'*TO REACH THE AZIMUTH MARK FROM THIS GATE, GO WEST ON HIGHWAY
 OR0852'50 FOR 0.75 MILE TO A SCHOOL HOUSE ON THE RIGHT AND THE MARK
 OR0852'AS DESCRIBED.
 OR0852'
 OR0852'HEIGHT OF TOWER- 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0691 ***********************************************************************
 QR0691  DESIGNATION -  EAGLE
 QR0691  PID         -  QR0691
 QR0691  STATE/COUNTY-  SD/POTTER
 QR0691  COUNTRY     -  US
 QR0691  USGS QUAD   -  GETTYSBURG (2017)
 QR0691
 QR0691                         *CURRENT SURVEY CONTROL
 QR0691  ______________________________________________________________________
 QR0691* NAD 83(1996) POSITION- 45 03 01.38250(N) 099 57 21.12681(W)   ADJUSTED
 QR0691* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 QR0691  ______________________________________________________________________
 QR0691  GEOID HEIGHT    -        -22.500 (meters)                     GEOID18
 QR0691  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 QR0691  HORZ ORDER      -  FIRST
 QR0691
 QR0691.The horizontal coordinates were established by classical geodetic methods
 QR0691.and adjusted by the National Geodetic Survey in January 1998.
 QR0691
 QR0691.The orthometric height was scaled from a topographic map.
 QR0691
 QR0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0691.GEOID18 height accuracy estimate available here.
 QR0691
 QR0691.Click photographs - Photos may exist for this station.
 QR0691
 QR0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0691
 QR0691. The following values were computed from the NAD 83(1996) position.
 QR0691
 QR0691;                    North         East     Units Scale Factor Converg.
 QR0691;SPC SD N     -   135,242.550   603,476.362   MT  0.99993911   +0 01 52.4
 QR0691;SPC SD N     -   443,708.27  1,979,905.36   sFT  0.99993911   +0 01 52.4
 QR0691;UTM  14      - 4,988,991.837   424,728.992   MT  0.99966967   -0 40 35.5
 QR0691
 QR0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0691!SPC SD N     -   0.99989717  x   0.99993911  =   0.99983629
 QR0691!UTM  14      -   0.99989717  x   0.99966967  =   0.99956688
 QR0691
 QR0691:                Primary Azimuth Mark                     Grid Az
 QR0691:SPC SD N     -  EAGLE AZ MK                              313 51 51.7
 QR0691:UTM  14      -  EAGLE AZ MK                              314 34 19.6
 QR0691
 QR0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2472888991(NAD 83)
 QR0691
 QR0691|---------------------------------------------------------------------|
 QR0691| PID    Reference Object                     Distance      Geod. Az  |
 QR0691|                                                           dddmmss.s |
 QR0691| QR0686 LEBANON ST MARYS CATH CH CROSS      APPROX.15.2 KM 0813821.4 |
 QR0691| CO4854 EAGLE RM 1                           17.965 METERS 14031     |
 QR0691| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX. 4.2 KM 1705946.5 |
 QR0691| QR0687 GETTYSBURG SAC HEART CATH CH        APPROX. 4.1 KM 1774844.9 |
 QR0691| CO4855 EAGLE RM 2                           20.836 METERS 23536     |
 QR0691| CO4853 EAGLE AZ MK                                        3135344.1 |
 QR0691|---------------------------------------------------------------------|
 QR0691
 QR0691                          SUPERSEDED SURVEY CONTROL
 QR0691
 QR0691  NAD 83(1986)-  45 03 01.37496(N)    099 57 21.13348(W) AD(       ) 1
 QR0691  NAD 27      -  45 03 01.43900(N)    099 57 19.71500(W) AD(       ) 1
 QR0691
 QR0691.Superseded values are not recommended for survey control.
 QR0691
 QR0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0691.See file dsdata.pdf to determine how the superseded data were derived.
 QR0691
 QR0691_MARKER: DS = TRIANGULATION STATION DISK
 QR0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0691_STAMPING: EAGLE 1935
 QR0691_MARK LOGO: CGS
 QR0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0691+STABILITY: SURFACE MOTION
 QR0691
 QR0691  HISTORY     - Date     Condition        Report By
 QR0691  HISTORY     - 1935     MONUMENTED       CGS
 QR0691  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QR0691
 QR0691                          STATION DESCRIPTION
 QR0691
 QR0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0691'THIS STATION IS LOCATED 1/4 MILE W AND 60 YARDS N OF THE CENTER
 QR0691'OF SEC. 12, T 118 N, R 76 W, GETTYSBURG TOWNSHIP, 2-1/2 MILES N
 QR0691'AND 1/4 MILE E OF THE CENTER OF THE TOWN OF GETTYSBURG, IN
 QR0691'PASTURE LAND, ON THE EASTERN END OF A HIGH PROMINENT HILL,
 QR0691'KNOWN LOCALLY AS EAGLE PEAK.  IT IS 3/4 MILE W OF U.S. HIGHWAY
 QR0691'212 AND ABOUT 1/2 MILE A LITTLE S OF W OF A TWO STORY HOUSE,
 QR0691'THE HOME OF MR. ELMER W. LEE, ABOUT 60 YARDS N OF AN E-W FENCE
 QR0691'LINE, ON THE HIGHEST POINT IN MANY MILES.  THE MARK PROJECTS 5
 QR0691'INCHES.
 QR0691'
 QR0691'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QR0691'BRONZE DISKS SET IN CONCRETE.
 QR0691'
 QR0691'REFERENCE MARK NO. 1 IS SE OF THE STATION AND PROJECTS 6 INCHES.
 QR0691'
 QR0691'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 8 INCHES.
 QR0691'
 QR0691'THE AZIMUTH MARK IS NW OF THE STATION, 32 FEET E OF THE CENTER
 QR0691'LINE OF A N-S ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE LINE,
 QR0691'DIRECTLY ACROSS THE ROAD FROM A FARM HOME ENTRANCE, 41 YARDS
 QR0691'S OF A FENCE CORNER, AND PROJECTS 8 INCHES.
 QR0691'
 QR0691'THE STATION IS REACHED FROM THE N JUNCTION OF U.S. HIGHWAYS
 QR0691'212 AND 83 BY GOING S FOR 1.5 MILES TO A T-ROAD WEST, TURN
 QR0691'RIGHT, W, AND GO 0.3 MILE TO A DRIVE LEADING NW, FOLLOW DRIVE
 QR0691'0.15 MILE TO MR. LEES HOUSE, CONTINUE NW THROUGH BARNYARD AND
 QR0691'ALONG LANE FOR 0.2 MILE TO GATE, GO THROUGH GATE AND CONTINUE
 QR0691'0.45 MILE SW TO TOP OF HILL AND STATION.
 QR0691'
 QR0691'STATIONS ELIDA, GORMAN-1934, VON WALD-1934, CANTON, BALD HILLS,
 QR0691'CORA, GETTYSBURG, ARE VISIBLE FROM THE GROUND.
 QR0691'
 QR0691'HEIGHT OF LIGHT ABOVE STATION MARK - 8 FEET.
 QR0691
 QR0691                          STATION RECOVERY (1955)
 QR0691
 QR0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 QR0691'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 QR0691'GOOD CONDITION.  THE OMAHA CORPS OF ENGINEERS ARE BUILDING A
 QR0691'RADAR STATION AT THIS SITE AND REQUESTED THE STATION AND TWO
 QR0691'REFERENCE MARKS BE MOVED.  THE TOP OF THE HILL IS BEING LEVELED
 QR0691'TO A DEPTH OF ABOUT 7 FEET WHICH WILL DESTROY THE STATION AND
 QR0691'REFERENCE MARKS.  FOR DETAILS, SEE THE DESCRIPTION OF STATION,
 QR0691'EAGLE 2 1955.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0964 ***********************************************************************
 PT0964  DESIGNATION -  EAGLE
 PT0964  PID         -  PT0964
 PT0964  STATE/COUNTY-  SD/ZIEBACH
 PT0964  COUNTRY     -  US
 PT0964  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0964
 PT0964                         *CURRENT SURVEY CONTROL
 PT0964  ______________________________________________________________________
 PT0964* NAD 83(1996) POSITION- 44 55 47.94516(N) 101 16 30.49725(W)   ADJUSTED
 PT0964* NAVD 88 ORTHO HEIGHT -   749.291 (meters)     2458.30  (feet) ADJUSTED
 PT0964  ______________________________________________________________________
 PT0964  GEOID HEIGHT    -        -21.257 (meters)                     GEOID18
 PT0964  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 PT0964  DYNAMIC HEIGHT  -        749.149 (meters)     2457.83  (feet) COMP
 PT0964  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 PT0964
 PT0964  HORZ ORDER      -  SECOND
 PT0964  VERT ORDER      -  FIRST     CLASS II
 PT0964
 PT0964.The horizontal coordinates were established by classical geodetic methods
 PT0964.and adjusted by the National Geodetic Survey in January 1998.
 PT0964
 PT0964.The orthometric height was determined by differential leveling and
 PT0964.adjusted by the NATIONAL GEODETIC SURVEY
 PT0964.in June 1991.
 PT0964
 PT0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0964.GEOID18 height accuracy estimate available here.
 PT0964
 PT0964.Click photographs - Photos may exist for this station.
 PT0964
 PT0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0964
 PT0964.The dynamic height is computed by dividing the NAVD 88
 PT0964.geopotential number by the normal gravity value computed on the
 PT0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0964.degrees latitude (g = 980.6199 gals.).
 PT0964
 PT0964.The modeled gravity was interpolated from observed gravity values.
 PT0964
 PT0964. The following values were computed from the NAD 83(1996) position.
 PT0964
 PT0964;                    North         East     Units Scale Factor Converg.
 PT0964;SPC SD N     -   122,654.954   499,347.089   MT  0.99994134   -0 54 08.9
 PT0964;SPC SD N     -   402,410.46  1,638,274.57   sFT  0.99994134   -0 54 08.9
 PT0964;UTM  14      - 4,977,690.730   320,465.878   MT  0.99999636   -1 36 26.0
 PT0964
 PT0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0964!SPC SD N     -   0.99988587  x   0.99994134  =   0.99982721
 PT0964!UTM  14      -   0.99988587  x   0.99999636  =   0.99988223
 PT0964
 PT0964:                Primary Azimuth Mark                     Grid Az
 PT0964:SPC SD N     -  EAGLE AZ MK                              345 13 02.8
 PT0964:UTM  14      -  EAGLE AZ MK                              345 55 19.9
 PT0964
 PT0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2046577690(NAD 83)
 PT0964
 PT0964|---------------------------------------------------------------------|
 PT0964| PID    Reference Object                     Distance      Geod. Az  |
 PT0964|                                                           dddmmss.s |
 PT0964| QS0878 PARADE BAGLEY GRAIN ELEVATOR        APPROX.17.2 KM 0514739.7 |
 PT0964| CP9232 EAGLE RM 1                            9.406 METERS 11435     |
 PT0964| CP9233 EAGLE RM 2                            9.578 METERS 20144     |
 PT0964| PT0965 EAGLE AZ MK                                        3441853.9 |
 PT0964|---------------------------------------------------------------------|
 PT0964
 PT0964                          SUPERSEDED SURVEY CONTROL
 PT0964
 PT0964  NAD 83(1986)-  44 55 47.93765(N)    101 16 30.49702(W) AD(       ) 2
 PT0964  NAD 27      -  44 55 47.99900(N)    101 16 28.95200(W) AD(       ) 2
 PT0964
 PT0964.Superseded values are not recommended for survey control.
 PT0964
 PT0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0964.See file dsdata.pdf to determine how the superseded data were derived.
 PT0964
 PT0964_MARKER: DS = TRIANGULATION STATION DISK
 PT0964_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0964_STAMPING: EAGLE 1952
 PT0964_MARK LOGO: CGS
 PT0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0964+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 PT0964
 PT0964  HISTORY     - Date     Condition        Report By
 PT0964  HISTORY     - 1952     MONUMENTED       CGS
 PT0964  HISTORY     - 1965     GOOD             SDDT
 PT0964  HISTORY     - 1985     GOOD             NGS
 PT0964  HISTORY     - 20110420 GOOD             INDIV
 PT0964
 PT0964                          STATION DESCRIPTION
 PT0964
 PT0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT0964'THE STATION IS IN SECTION 12, T 11 N, R 23 E, 4-1/2 MILES
 PT0964'SOUTH AND 2 MILES WEST OF EAGLE BUTTE, 0.1 MILE EAST OF STATE
 PT0964'HIGHWAY 63 AND 9 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 PT0964'POST.
 PT0964'
 PT0964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PT0964'AND STATE HIGHWAY 63, (2 MILES WEST OF EAGLE BUTTE) GO SOUTH
 PT0964'ON STATE HIGHWAY 63 FOR 5.2 MILES TO THE AZIMUTH MARK ON THE
 PT0964'RIGHT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.6 MILE TO
 PT0964'WHERE THE HIGHWAY MAKES A SHORT JOG TO THE EAST AND THE
 PT0964'STATION ON A SMALL KNOLL 0.1 MILE EAST OF THE HIGHWAY.
 PT0964'
 PT0964'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 PT0964'CAST IRON PIPE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PT0964'STAMPED EAGLE 1952.
 PT0964'
 PT0964'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 PT0964'2-INCH CAST IRON PIPE.  THE MARK PROJECTS 6 INCHES AND THE
 PT0964'DISK IS STAMPED EAGLE NO 1 1952.
 PT0964'
 PT0964'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN THE TOP OF
 PT0964'A 3-INCH CAST IRON PIPE.  THE MARK PROJECTS 5 INCHES AND THE
 PT0964'DISK IS STAMPED EAGLE NO 2 1952.
 PT0964'
 PT0964'THE AZIMUTH MARK IS 44 FEET WEST OF THE CENTER OF STATE HIGHWAY
 PT0964'63, 16 FEET SOUTH OF A TRACK ROAD, 3.5 FEET EAST-SOUTHEAST
 PT0964'OF A FENCE CORNER AND 2 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS
 PT0964'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EAGLE
 PT0964'1952.
 PT0964'
 PT0964'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0964
 PT0964                          STATION RECOVERY (1965)
 PT0964
 PT0964'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 PT0964'EAGLE 1952-VERY GOOD
 PT0964'
 PT0964'R.M. 1 EAGLE 1952-VERY GOOD
 PT0964'
 PT0964'EAGLE R.M. 2 1952-VERY GOOD
 PT0964'
 PT0964'EAGLE AZ MARK 1952-VERY GOOD
 PT0964
 PT0964                          STATION RECOVERY (1985)
 PT0964
 PT0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0964'12.3 KM (7.65 MI) SOUTH FROM EAGLE BUTTE.
 PT0964'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0964'STREET AT EAGLE BUTTE, THENCE 8.81 KM (5.48 MI) SOUTH ALONG STATE
 PT0964'HIGHWAY 63, IN TOP OF THE HIGHEST POINT OF A KNOLL AT THE SOUTH EDGE
 PT0964'OF A PLATEAU, 0.48 KM (0.30 MI) NORTH OF MILEPOST 162, 123.4 METERS
 PT0964'(405 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 101.5 METERS (333 FT)
 PT0964'WEST-SOUTHWEST OF THE WEST LEG OF A TRIPLE POWER POLE STRUCTURE, 79.9
 PT0964'METERS (262 FT) SOUTH OF AN EAST-WEST FENCE, 9.6 METERS (31.4 FT)
 PT0964'NORTH-NORTHEAST OF RM 2 AND 9.4 METERS (30.9 FT) NORTHWEST OF RM 1.
 PT0964'SET ON THE TOP OF A SHALLOW-SET PIPE PROJECTING 20 CENTIMETERS ABOVE
 PT0964'THE GROUND.
 PT0964'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0964'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
 PT0964
 PT0964                          STATION RECOVERY (2011)
 PT0964
 PT0964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0690 ***********************************************************************
 QR0690  DESIGNATION -  EAGLE 2
 QR0690  PID         -  QR0690
 QR0690  STATE/COUNTY-  SD/POTTER
 QR0690  COUNTRY     -  US
 QR0690  USGS QUAD   -  GETTYSBURG (2017)
 QR0690
 QR0690                         *CURRENT SURVEY CONTROL
 QR0690  ______________________________________________________________________
 QR0690* NAD 83(1996) POSITION- 45 03 01.74405(N) 099 57 21.65688(W)   NO CHECK
 QR0690* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 QR0690  ______________________________________________________________________
 QR0690  GEOID HEIGHT    -        -22.500 (meters)                     GEOID18
 QR0690  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 QR0690  HORZ ORDER      -  SECOND
 QR0690
 QR0690.The horizontal coordinates were established by classical geodetic methods
 QR0690.and adjusted by the National Geodetic Survey in January 1998.
 QR0690
 QR0690.No horizontal observational check was made to the station.
 QR0690
 QR0690.The orthometric height was scaled from a topographic map.
 QR0690
 QR0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0690.GEOID18 height accuracy estimate available here.
 QR0690
 QR0690.Click photographs - Photos may exist for this station.
 QR0690
 QR0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0690
 QR0690. The following values were computed from the NAD 83(1996) position.
 QR0690
 QR0690;                    North         East     Units Scale Factor Converg.
 QR0690;SPC SD N     -   135,253.705   603,464.757   MT  0.99993911   +0 01 52.1
 QR0690;SPC SD N     -   443,744.86  1,979,867.29   sFT  0.99993911   +0 01 52.1
 QR0690;UTM  14      - 4,989,003.131   424,717.530   MT  0.99966969   -0 40 35.9
 QR0690
 QR0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0690!SPC SD N     -   0.99989717  x   0.99993911  =   0.99983629
 QR0690!UTM  14      -   0.99989717  x   0.99966969  =   0.99956690
 QR0690
 QR0690:                Primary Azimuth Mark                     Grid Az
 QR0690:SPC SD N     -  EAGLE AZ MK                              313 51 50.9
 QR0690:UTM  14      -  EAGLE AZ MK                              314 34 18.9
 QR0690
 QR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2471789003(NAD 83)
 QR0690
 QR0690|---------------------------------------------------------------------|
 QR0690| PID    Reference Object                     Distance      Geod. Az  |
 QR0690|                                                           dddmmss.s |
 QR0690| CO4856 EAGLE 2 RM 3                         14.914 METERS 05806     |
 QR0690| QR0691 EAGLE                                16.097 METERS 13354     |
 QR0690| CO4857 EAGLE 2 RM 4                         14.475 METERS 29004     |
 QR0690| CO4853 EAGLE AZ MK                                        3135343.0 |
 QR0690|---------------------------------------------------------------------|
 QR0690
 QR0690                          SUPERSEDED SURVEY CONTROL
 QR0690
 QR0690  NAD 83(1986)-  45 03 01.73651(N)    099 57 21.66355(W) AD(       ) 2
 QR0690  NAD 27      -  45 03 01.80100(N)    099 57 20.24500(W) AD(       ) 2
 QR0690
 QR0690.Superseded values are not recommended for survey control.
 QR0690
 QR0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0690.See file dsdata.pdf to determine how the superseded data were derived.
 QR0690
 QR0690_MARKER: DS = TRIANGULATION STATION DISK
 QR0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0690_STAMPING: EAGLE 2 1955
 QR0690_MARK LOGO: CGS
 QR0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0690+STABILITY: SURFACE MOTION
 QR0690
 QR0690  HISTORY     - Date     Condition        Report By
 QR0690  HISTORY     - 1955     MONUMENTED       CGS
 QR0690  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QR0690  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QR0690
 QR0690                          STATION DESCRIPTION
 QR0690
 QR0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 QR0690'STATION IS LOCATED ABOUT 2 AND 1/2 MILES NORTH OF GETTYSBURG,
 QR0690'1/4 MILE EAST OF A SECTION-LINE ROAD, AND ON A HIGH PROMINENT
 QR0690'HILL KNOWN LOCALLY AS EAGLE PEAK IN THE NW 1/4 OF SEC. 12, T. 118
 QR0690'N., R. 76 W NEAR THE SITE OF A RADAR STATION, 70 FEET
 QR0690'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF BRICK POWER BUILDING
 QR0690'FOR THE TWO RADAR TOWERS.  THE MARK PROJECTS 6 INCHES AND THE
 QR0690'DISK IS STAMPED EAGLE 2 1955.
 QR0690'
 QR0690'REFERENCE MARK NO. 3 IS ON THE NORTH SLOPE OF THE HILL.  THE
 QR0690'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE 2 NO 3 1955.
 QR0690'
 QR0690'REFERENCE MARK NO. 4 IS WEST-NORTHWEST OF STATION.  THE MARK
 QR0690'PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE 2 NO 4 1955.
 QR0690'
 QR0690'AZIMUTH MARK IS DIRECTLY ACROSS THE ROAD FROM AN ENTRANCE TO A
 QR0690'FARM HOME WHOSE FARM BUILDINGS HAVE ALL BEEN REMOVED, 123 FEET
 QR0690'SOUTH OF A NORTHWEST FENCE CORNER, 32 FEET EAST OF THE CENTER OF
 QR0690'SECTION-LINE ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 QR0690'4 INCHES AND THE DISK IS STAMPED EAGLE 1935.
 QR0690'
 QR0690'TO REACH THE STATION FROM THE CATHOLIC CHURCH ON U.S. HIGHWAY
 QR0690'212 IN GETTYSBURG, GO EAST-NORTHEAST ON U.S. HIGHWAY 212 FOR 0.8
 QR0690'MILE TO AN OILED ROAD LEFT.  TURN LEFT AND GO NORTH ON MACADAM
 QR0690'ROAD (OLD U.S. HIGHWAY 212) FOR 1.7 MILES TO CROSSROADS.  TURN
 QR0690'LEFT AND GO WEST ON HARD SURFACED ROAD FOR 0.75 MILE TO A T-ROAD
 QR0690'RIGHT.  TURN RIGHT AND GO NORTH ON HARD SURFACED ROAD FOR 0.5
 QR0690'MILE TO RADAR SITE AND THE STATION.
 QR0690'
 QR0690'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.25
 QR0690'MILE TO A SECTION-LINE ROAD.  TURN RIGHT AND GO NORTH FOR 0.2
 QR0690'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QR0690'
 QR0690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QR0690
 QR0690                          STATION RECOVERY (1956)
 QR0690
 QR0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QR0690'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QR0690'CONDITION.  THE 903RD AIRCRAFT CONTROL AND WARNING SQUADRON
 QR0690'REQUESTED THE STATION AND REFERENCE MARKS BE MOVED AS A RADAR
 QR0690'TOWER WAS TO BE ERECTED AT THE SITE.  STATION EAGLE 3 WAS
 QR0690'ESTABLISHED.  FOR DETAIL SEE DESCRIPTION OF EAGLE 3.
 QR0690
 QR0690                          STATION RECOVERY (1971)
 QR0690
 QR0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0690'THE SURFACE STATION MARK, AND REFERENCE MARKS NO. 3 AND NO. 4
 QR0690'HAD EVIDENTLY BEEN REMOVED AS REQUESTED IN 1956, NO TRACE OF THE
 QR0690'MARKS COULD BE FOUND.  THE UNDERGROUND STATION MARK WAS SEARCHED
 QR0690'FOR, BUT NOT RECOVERED.  A LOCAL RESIDENT STATED THAT A
 QR0690'CONSIDERABLE AMOUNT OF EARTH HAD BEEN REMOVED FROM THE STATION
 QR0690'SITE.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AS
 QR0690'DESCRIBED.
 QR0690'
 QR0690'IT IS SUGGESTED THAT STATION EAGLE 2 BE CONSIDERED DESTROYED.
 QR0690'
 QR0690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 QR0690'MILES NORTH OF GETTYSBURG
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0689 ***********************************************************************
 QR0689  DESIGNATION -  EAGLE 3
 QR0689  PID         -  QR0689
 QR0689  STATE/COUNTY-  SD/POTTER
 QR0689  COUNTRY     -  US
 QR0689  USGS QUAD   -  GETTYSBURG (2017)
 QR0689
 QR0689                         *CURRENT SURVEY CONTROL
 QR0689  ______________________________________________________________________
 QR0689* NAD 83(1996) POSITION- 45 03 02.58468(N) 099 57 22.88967(W)   NO CHECK
 QR0689* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 QR0689  ______________________________________________________________________
 QR0689  GEOID HEIGHT    -        -22.500 (meters)                     GEOID18
 QR0689  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 QR0689  HORZ ORDER      -  SECOND
 QR0689
 QR0689.The horizontal coordinates were established by classical geodetic methods
 QR0689.and adjusted by the National Geodetic Survey in January 1998.
 QR0689
 QR0689.No horizontal observational check was made to the station.
 QR0689
 QR0689.The orthometric height was scaled from a topographic map.
 QR0689
 QR0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0689.GEOID18 height accuracy estimate available here.
 QR0689
 QR0689.Click photographs - Photos may exist for this station.
 QR0689
 QR0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0689
 QR0689. The following values were computed from the NAD 83(1996) position.
 QR0689
 QR0689;                    North         East     Units Scale Factor Converg.
 QR0689;SPC SD N     -   135,279.639   603,437.768   MT  0.99993911   +0 01 51.2
 QR0689;SPC SD N     -   443,829.95  1,979,778.74   sFT  0.99993911   +0 01 51.2
 QR0689;UTM  14      - 4,989,029.390   424,690.870   MT  0.99966974   -0 40 36.8
 QR0689
 QR0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0689!SPC SD N     -   0.99989717  x   0.99993911  =   0.99983629
 QR0689!UTM  14      -   0.99989717  x   0.99966974  =   0.99956695
 QR0689
 QR0689:                Primary Azimuth Mark                     Grid Az
 QR0689:SPC SD N     -  EAGLE AZ MK                              313 51 51.3
 QR0689:UTM  14      -  EAGLE AZ MK                              314 34 19.3
 QR0689
 QR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2469089029(NAD 83)
 QR0689
 QR0689|---------------------------------------------------------------------|
 QR0689| PID    Reference Object                     Distance      Geod. Az  |
 QR0689|                                                           dddmmss.s |
 QR0689| CO4858 EAGLE 3 RM 5                         11.432 METERS 08901     |
 QR0689| QR0690 EAGLE 2                              37.432 METERS 13353     |
 QR0689| CO4859 EAGLE 3 RM 6                         10.436 METERS 27145     |
 QR0689| CO4853 EAGLE AZ MK                                        3135342.5 |
 QR0689|---------------------------------------------------------------------|
 QR0689
 QR0689                          SUPERSEDED SURVEY CONTROL
 QR0689
 QR0689  NAD 83(1986)-  45 03 02.57713(N)    099 57 22.89634(W) AD(       ) 2
 QR0689  NAD 27      -  45 03 02.64200(N)    099 57 21.47800(W) AD(       ) 2
 QR0689
 QR0689.Superseded values are not recommended for survey control.
 QR0689
 QR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0689.See file dsdata.pdf to determine how the superseded data were derived.
 QR0689
 QR0689_MARKER: DS = TRIANGULATION STATION DISK
 QR0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0689_STAMPING: EAGLE 3 1956
 QR0689_MARK LOGO: CGS
 QR0689_PROJECTION: FLUSH
 QR0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0689+STABILITY: SURFACE MOTION
 QR0689
 QR0689  HISTORY     - Date     Condition        Report By
 QR0689  HISTORY     - 1956     MONUMENTED       CGS
 QR0689  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QR0689  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QR0689  HISTORY     - 1979     MARK NOT FOUND   NGS
 QR0689
 QR0689                          STATION DESCRIPTION
 QR0689
 QR0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QR0689'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF GETTYSBURG, 1/4
 QR0689'MILE EAST OF A SECTION LINE ROAD, ON A PROMINENT HILL KNOWN
 QR0689'LOCALLY AS EAGLE PEAK, JUST NORTH OF THE SITE OF A RADAR STATION,
 QR0689'125 FEET (SLOPE DISTANCE) NORTHWEST OF THE CENTER OF THE MIDDLE
 QR0689'ONE OF THREE RADAR TOWERS THAT ARE UNDER CONSTRUCTION AND 2
 QR0689'FEET SOUTH OF THE FENCE ALONG NORTH SIDE OF GOVERNMENT PROPERTY.
 QR0689'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED EAGLE
 QR0689'3 1956.
 QR0689'
 QR0689'R.M. NO. 5 IS 37.54 FEET EAST OF THE STATION AND 1 FOOT SOUTH OF
 QR0689'THE FENCE ALONG THE NORTH SIDE OF GOVERNMENT PROPERTY.  THE
 QR0689'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED EAGLE 3 NO 5
 QR0689'1956.
 QR0689'
 QR0689'R.M. NO. 6 IS 34.24 FEET WEST OF THE STATION AND 1 FOOT SOUTH
 QR0689'OF THE FENCE ALONG THE NORTH SIDE OF GOVERNMENT PROPERTY.  THE
 QR0689'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE 3 NO 6 1956.
 QR0689'
 QR0689'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION,
 QR0689'123 FEET SOUTH OF A FENCE CORNER, 32 FEET EAST OF THE CENTER LINE
 QR0689'OF A SECTION LINE ROAD AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 QR0689'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QR0689'EAGLE 1935.
 QR0689'
 QR0689'TO REACH FROM GETTYSBURG, FROM THE HOSPITAL IN THE NORTHEAST EDGE
 QR0689'OF TOWN, GO NORTHEAST ON U.S. HIGHWAY 212 FOR 0.55 MILE TO A
 QR0689'T-ROAD LEFT, TURN LEFT AND GO NORTH ON MACADAM ROAD FOR 1.7 MILES
 QR0689'TO CROSSROADS, TURN LEFT AND GO WEST ON OILED ROAD FOR 0.75
 QR0689'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO
 QR0689'RADAR SITE AND STATION.
 QR0689'
 QR0689'TO REACH THE AZIMUTH FROM THE STATION GO SOUTH FOR 0.5 MILE TO
 QR0689'A T-INTERSECTION, TURN RIGHT AND GO WEST FOR 0.25 MILE TO A
 QR0689'T-INTERSECTION, TURN RIGHT AND GO NORTH ON SECTION LINE ROAD
 QR0689'FOR 0.7 MILE TO MARK ON RIGHT AS DESCRIBED.
 QR0689'
 QR0689'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QR0689
 QR0689                          STATION RECOVERY (1964)
 QR0689
 QR0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QR0689'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS THOUGHT
 QR0689'THAT THE STATION HAS BEEN DESTROYED.  IT WAS REPORTED THAT THE
 QR0689'REFERENCE MARKS HAD BEEN DESTROYED WHEN ADDITIONAL FACILITIES
 QR0689'WERE BUILT AT THE AIR FORCE RADAR STATION.  THE BASE ENGINEER
 QR0689'WAS CONTACTED AND HE THOUGHT THAT THE STATION HAD BEEN DESTROYED.
 QR0689
 QR0689                          STATION RECOVERY (1971)
 QR0689
 QR0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0689'THE STATION MARK, AND REFERENCE MARKS NO. 5 AND NO. 6 WERE NOT
 QR0689'FOUND AND ARE BELIEVED TO HAVE BEEN DESTROYED DURING CONSTRUCTION
 QR0689'IN THE AREA.  THE FENCE ALONG WHICH THE MARKS WERE SET HAS BEEN
 QR0689'REMOVED, THE AREA GRADED DOWN, AND A DRIVEWAY CONSTRUCTED.
 QR0689'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 QR0689'
 QR0689'IT IS SUGGESTED THAT STATION EAGLE 3 BE CONSIDERED DESTROYED.
 QR0689'
 QR0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 QR0689'MILES NORTH OF GETTYSBURG.
 QR0689
 QR0689                          STATION RECOVERY (1979)
 QR0689
 QR0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QR0689'THE STATION MARK, RM 5 AND RM 6 WERE SEARCHED BUT NOT FOUND.  AZIMUTH
 QR0689'MARK WAS RECOVERED IN GOOD CONDITION.
 QR0689'
 QR0689'THE 3 RADAR TOWERS HAVE BEEN TORN DOWN.  AN FAA RADAR DOME IS
 QR0689'NOW WHERE STATION SITE WAS, PART OF THE HAS BEEN GRADED DOWN WHEN
 QR0689'RADAR DOME WAS BUILT IN 1969.  MARKS BELIEVED DESTROYED.
 QR0689'
 QR0689'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QR0689'STAMPED---EAGLE 1935 ---SET INTO THE TOP OF A SQUARE CONCRETE
 QR0689'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 37.5
 QR0689'METERS (123 FEET) S FROM FENCE CORNER, 9.8 METERS (32 FEET) E FROM
 QR0689'CENTER OF TRACK ROAD, 0.55 METER (1.8 FEET) S FROM WITNESS POST, AND
 QR0689'0.3 METER (1 FOOT) W FROM FENCE.
 QR0689'
 QR0689'TO REACH THE AZIMUTH MARK FROM THE FAA RADAR DOME, GO SOUTHWEST ON
 QR0689'GRAVEL DRIVEWAY FOR 0.15 MILE, TURN RIGHT, GO NORTH ON TRACK ROAD FOR
 QR0689'0.35 MILE TO MARK ON RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0095 ***********************************************************************
 QT0095  DESIGNATION -  EAGLE AZ MK
 QT0095  PID         -  QT0095
 QT0095  STATE/COUNTY-  SD/MEADE
 QT0095  COUNTRY     -  US
 QT0095  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0095
 QT0095                         *CURRENT SURVEY CONTROL
 QT0095  ______________________________________________________________________
 QT0095* NAD 83(1986) POSITION- 45 01 23.     (N) 102 18 22.     (W)   SCALED
 QT0095* NAVD 88 ORTHO HEIGHT -   810.260 (meters)     2658.33  (feet) ADJUSTED
 QT0095  ______________________________________________________________________
 QT0095  GEOID HEIGHT    -        -18.768 (meters)                     GEOID18
 QT0095  DYNAMIC HEIGHT  -        810.094 (meters)     2657.78  (feet) COMP
 QT0095  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 QT0095
 QT0095  VERT ORDER      -  FIRST     CLASS II
 QT0095
 QT0095.The horizontal coordinates were scaled from a map and have
 QT0095.an estimated accuracy of +/- 6 seconds.
 QT0095
 QT0095.The orthometric height was determined by differential leveling and
 QT0095.adjusted by the NATIONAL GEODETIC SURVEY
 QT0095.in July 1998.
 QT0095
 QT0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0095.GEOID18 height accuracy estimate available here.
 QT0095
 QT0095.Click photographs - Photos may exist for this station.
 QT0095
 QT0095.The dynamic height is computed by dividing the NAVD 88
 QT0095.geopotential number by the normal gravity value computed on the
 QT0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0095.degrees latitude (g = 980.6199 gals.).
 QT0095
 QT0095.The modeled gravity was interpolated from observed gravity values.
 QT0095
 QT0095;                    North         East    Units  Estimated Accuracy
 QT0095;SPC SD N     -   134,790.      418,280.      MT  (+/- 180 meters Scaled)
 QT0095
 QT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK122890(NAD 83)
 QT0095
 QT0095                          SUPERSEDED SURVEY CONTROL
 QT0095
 QT0095  NAVD 88 (06/15/91)  810.268  (m)         2658.35   (f) SUPERSEDED  1 2
 QT0095  NGVD 29 (??/??/92)  809.803  (m)         2656.83   (f) ADJ UNCH    1 2
 QT0095
 QT0095.Superseded values are not recommended for survey control.
 QT0095
 QT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0095.See file dsdata.pdf to determine how the superseded data were derived.
 QT0095
 QT0095_MARKER: DZ = AZIMUTH MARK DISK
 QT0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0095_STAMPING: EAGLE 1950
 QT0095_MARK LOGO: CGS
 QT0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0095+STABILITY: SURFACE MOTION
 QT0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0095+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0095
 QT0095  HISTORY     - Date     Condition        Report By
 QT0095  HISTORY     - 1950     MONUMENTED       CGS
 QT0095  HISTORY     - 1963     GOOD             CGS
 QT0095  HISTORY     - 1981     GOOD             NGS
 QT0095  HISTORY     - 19960425 GOOD             NGS
 QT0095
 QT0095                          STATION DESCRIPTION
 QT0095
 QT0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0095'13.4 MI W FROM FAITH.
 QT0095'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0095'FAITH, THENCE 13.25 MILES WEST ALONG U.S. HIGHWAY 212, 0.3 MILE
 QT0095'WEST OF A CROSS ROAD, 125 FEET NORTH OF THE CENTER LINE OF THE
 QT0095'HIGHWAY, 74 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET SOUTH OF
 QT0095'A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 QT0095'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QT0095'2 INCHES.
 QT0095
 QT0095                          STATION RECOVERY (1981)
 QT0095
 QT0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0095'RECOVERED IN GOOD CONDITION.
 QT0095
 QT0095                          STATION RECOVERY (1996)
 QT0095
 QT0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0095'20.7 M (67.9 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0095'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 495.0 M (1624.0 FT) EAST OF
 QT0095'MILEPOST 101, 37.6 M (123.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.8
 QT0095'M (55.1 FT) NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.7 M (2.3
 QT0095'FT) SOUTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.3
 QT0095'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 QT0095'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0965 ***********************************************************************
 PT0965  DESIGNATION -  EAGLE AZ MK
 PT0965  PID         -  PT0965
 PT0965  STATE/COUNTY-  SD/ZIEBACH
 PT0965  COUNTRY     -  US
 PT0965  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0965
 PT0965                         *CURRENT SURVEY CONTROL
 PT0965  ______________________________________________________________________
 PT0965* NAD 83(1986) POSITION- 44 56 22.     (N) 101 16 45.     (W)   SCALED
 PT0965* NAVD 88 ORTHO HEIGHT -   743.014 (meters)     2437.71  (feet) ADJUSTED
 PT0965  ______________________________________________________________________
 PT0965  GEOID HEIGHT    -        -21.230 (meters)                     GEOID18
 PT0965  DYNAMIC HEIGHT  -        742.873 (meters)     2437.24  (feet) COMP
 PT0965  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PT0965
 PT0965  VERT ORDER      -  FIRST     CLASS II
 PT0965
 PT0965.The horizontal coordinates were scaled from a map and have
 PT0965.an estimated accuracy of +/- 6 seconds.
 PT0965
 PT0965.The orthometric height was determined by differential leveling and
 PT0965.adjusted by the NATIONAL GEODETIC SURVEY
 PT0965.in June 1991.
 PT0965
 PT0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0965.GEOID18 height accuracy estimate available here.
 PT0965
 PT0965.Click photographs - Photos may exist for this station.
 PT0965
 PT0965.The dynamic height is computed by dividing the NAVD 88
 PT0965.geopotential number by the normal gravity value computed on the
 PT0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0965.degrees latitude (g = 980.6199 gals.).
 PT0965
 PT0965.The modeled gravity was interpolated from observed gravity values.
 PT0965
 PT0965;                    North         East    Units  Estimated Accuracy
 PT0965;SPC SD N     -   123,710.      499,050.      MT  (+/- 180 meters Scaled)
 PT0965
 PT0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ201787(NAD 83)
 PT0965
 PT0965                          SUPERSEDED SURVEY CONTROL
 PT0965
 PT0965.No superseded survey control is available for this station.
 PT0965
 PT0965_MARKER: DZ = AZIMUTH MARK DISK
 PT0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0965_STAMPING: EAGLE 1952
 PT0965_MARK LOGO: CGS
 PT0965_PROJECTION: RECESSED 8 CENTIMETERS
 PT0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0965+STABILITY: SURFACE MOTION
 PT0965
 PT0965  HISTORY     - Date     Condition        Report By
 PT0965  HISTORY     - 1952     MONUMENTED       CGS
 PT0965  HISTORY     - 1985     GOOD             NGS
 PT0965
 PT0965                          STATION DESCRIPTION
 PT0965
 PT0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0965'11.2 KM (6.95 MI) SOUTH FROM EAGLE BUTTE.
 PT0965'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0965'STREET AT EAGLE BUTTE, THENCE 7.67 KM (4.77 MI) SOUTH ALONG STATE
 PT0965'HIGHWAY 63, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A TRACK ROAD
 PT0965'LEADING EAST TO A RANCH, WEST OF ST. MARKS CEMETARY, 12.5 METERS (41
 PT0965'FT) WEST OF THE HIGHWAY CENTERLINE, 4.3 METERS (14 FT) SOUTH OF THE
 PT0965'CENTER OF THE ROAD, 27.7 METERS (91 FT) NORTHWEST OF MILEPOST 163, 1.2
 PT0965'METERS (4 FT) WEST-NORTHWEST OF A POWER POLE AND 0.9 METER (3 FT)
 PT0965'SOUTHEAST OF THE SOUTH END OF A WIRE GATE AT A FENCE T JUNCTION.
 PT0965'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0965'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1103 ***********************************************************************
 PT1103  DESIGNATION -  EAGLE BUTTE
 PT1103  PID         -  PT1103
 PT1103  STATE/COUNTY-  SD/DEWEY
 PT1103  COUNTRY     -  US
 PT1103  USGS QUAD   -  HERBERT CREEK (2017)
 PT1103
 PT1103                         *CURRENT SURVEY CONTROL
 PT1103  ______________________________________________________________________
 PT1103* NAD 83(1996) POSITION- 44 59 58.93153(N) 101 14 10.04917(W)   ADJUSTED
 PT1103* NAVD 88 ORTHO HEIGHT -   738.    (meters)     2421.    (feet) SCALED
 PT1103  ______________________________________________________________________
 PT1103  GEOID HEIGHT    -        -21.245 (meters)                     GEOID18
 PT1103  LAPLACE CORR    -         -5.82  (seconds)                    DEFLEC18
 PT1103  HORZ ORDER      -  FIRST
 PT1103
 PT1103.The horizontal coordinates were established by classical geodetic methods
 PT1103.and adjusted by the National Geodetic Survey in January 1998.
 PT1103
 PT1103.The orthometric height was scaled from a topographic map.
 PT1103
 PT1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1103.GEOID18 height accuracy estimate available here.
 PT1103
 PT1103.Click photographs - Photos may exist for this station.
 PT1103
 PT1103.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1103
 PT1103. The following values were computed from the NAD 83(1996) position.
 PT1103
 PT1103;                    North         East     Units Scale Factor Converg.
 PT1103;SPC SD N     -   130,353.710   502,544.653   MT  0.99993951   -0 52 29.5
 PT1103;SPC SD N     -   427,668.80  1,648,765.25   sFT  0.99993951   -0 52 29.5
 PT1103;UTM  14      - 4,985,349.891   323,758.188   MT  0.99998195   -1 34 53.7
 PT1103
 PT1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1103!SPC SD N     -   0.99988756  x   0.99993951  =   0.99982708
 PT1103!UTM  14      -   0.99988756  x   0.99998195  =   0.99986951
 PT1103
 PT1103:                Primary Azimuth Mark                     Grid Az
 PT1103:SPC SD N     -  EAGLE BUTTE AZ MK                        347 51 50.8
 PT1103:UTM  14      -  EAGLE BUTTE AZ MK                        348 34 15.0
 PT1103
 PT1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2375885349(NAD 83)
 PT1103
 PT1103|---------------------------------------------------------------------|
 PT1103| PID    Reference Object                     Distance      Geod. Az  |
 PT1103|                                                           dddmmss.s |
 PT1103| CP9235 EAGLE BUTTE RM 1                     45.008 METERS 20727     |
 PT1103| CP9236 EAGLE BUTTE RM 2                     31.095 METERS 31803     |
 PT1103| CP9234 EAGLE BUTTE AZ MK                                  3465921.3 |
 PT1103|---------------------------------------------------------------------|
 PT1103
 PT1103                          SUPERSEDED SURVEY CONTROL
 PT1103
 PT1103  NAD 83(1986)-  44 59 58.92399(N)    101 14 10.04850(W) AD(       ) 1
 PT1103  NAD 27      -  44 59 58.99600(N)    101 14 08.50200(W) AD(       ) 1
 PT1103
 PT1103.Superseded values are not recommended for survey control.
 PT1103
 PT1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1103.See file dsdata.pdf to determine how the superseded data were derived.
 PT1103
 PT1103_MARKER: DS = TRIANGULATION STATION DISK
 PT1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1103_STAMPING: EAGLE BUTTE 1938
 PT1103_MARK LOGO: CGS
 PT1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1103+STABILITY: SURFACE MOTION
 PT1103
 PT1103  HISTORY     - Date     Condition        Report By
 PT1103  HISTORY     - 1938     MONUMENTED       CGS
 PT1103  HISTORY     - 1945     GOOD             CGS
 PT1103
 PT1103                          STATION DESCRIPTION
 PT1103
 PT1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PT1103'EAGLE BUTTE IS LOCATED ON THE NW CORNER OF THE PUBLIC SCHOOL
 PT1103'YARD IN EAGLE BUTTE, SOUTH DAKOTA.  IT IS 175.2 FEET NW OF THE
 PT1103'NW CORNER OF THE BRICK SCHOOL BUILDING AND ABOUT 110 FEET S
 PT1103'OF THE CENTER LINE OF AN E-W STREET AND ABOUT 35 FEET E OF THE
 PT1103'CENTER LINE OF A N-S STREET.
 PT1103'
 PT1103'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT1103'BRONZE DISKS SET IN CONCRETE.
 PT1103'
 PT1103'THE AZIMUTH MARK IS 0.5 MILE N AND 0.15 MILE W OF THE STATION,
 PT1103'45 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 212 AND 25 FEET
 PT1103'E OF THE CENTER LINE OF A N-S CROSS ROAD.
 PT1103
 PT1103                          STATION RECOVERY (1945)
 PT1103
 PT1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1103'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1938 AND ALL
 PT1103'MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 PT1103'
 PT1103'THE STATION IS LOCATED IN THE VILLAGE OF EAGLE BUTTE AND NEAR
 PT1103'THE NW CORNER OF THE EAGLE BUTTE PUBLIC SCHOOL YARD.  IT IS 175.2
 PT1103'FEET WNW OF THE NW CORNER OF THE SCHOOL BUILDING AND CHIMNEY,
 PT1103'110 FEET S OF A GRADED DIRT ROAD, AND 36 FEET E OF THE APPROXIMATE
 PT1103'CENTER LINE OF A GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES AND
 PT1103'THE DISK IS STAMPED EAGLE BUTTE 1938.
 PT1103'
 PT1103'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 PT1103'DISKS SET IN CONCRETE.
 PT1103'
 PT1103'THE AZIMUTH MARK IS 0.4 MILE NNW OF THE STATION, 50 FEET S OF THE
 PT1103'APPROXIMATE CENTER LINE OF U.S. HIGHWAY 212, AND 30 FEET E
 PT1103'OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD.  THE
 PT1103'MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED EAGLE BUTTE 1938.
 PT1103'
 PT1103'REFERENCE MARK 1 IS 45.056 METERS (147.82 FEET) SSW OF THE
 PT1103'STATION, 25 FEET W OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 PT1103'ROAD, AND 1 FOOT E OF A YARD FENCE.  THE MARK PROJECTS 12
 PT1103'INCHES AND THE DISK IS STAMPED EAGLE BUTTE NO 1 1938.
 PT1103'
 PT1103'REFERENCE MARK 2 IS 31.095 METERS (102.02 FEET) NW OF THE
 PT1103'STATION, 27 FEET S OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT
 PT1103'ROAD, 25 FEET W OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 PT1103'ROAD, AND 1 FOOT NE OF THE NE FRONT YARD FENCE CORNER POST.  THE
 PT1103'MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED EAGLE BUTTE NO 2
 PT1103'1938.
 PT1103'
 PT1103'A TRAVERSE CONNECTION WAS MADE FROM STATION EAGLE BUTTE 1938 TO
 PT1103'U.S.C. AND G.S. BENCH MARK R 70 1934.  IT IS 53.503 METERS
 PT1103'(175.54 FEET) ESE OF THE STATION.
 PT1103'
 PT1103'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON GRAVELED
 PT1103'ROAD FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 212, THENCE
 PT1103'LEFT ON HIGHWAY 212 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 PT1103'LEFT AS DESCRIBED.
 PT1103'
 PT1103'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AND A
 PT1103'20-FOOT STAND IS NEEDED.  IT IS DIRECTLY OVER A HOUSE ABOUT
 PT1103'100 YARDS FROM THE STATION.
 PT1103'
 PT1103'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1104 ***********************************************************************
 PT1104  DESIGNATION -  EAGLE BUTTE PUB SCH BLDG CHIM
 PT1104  PID         -  PT1104
 PT1104  STATE/COUNTY-  SD/DEWEY
 PT1104  COUNTRY     -  US
 PT1104  USGS QUAD   -  HERBERT CREEK (2017)
 PT1104
 PT1104                         *CURRENT SURVEY CONTROL
 PT1104  ______________________________________________________________________
 PT1104* NAD 83(1996) POSITION- 44 59 58.43399(N) 101 14 07.71358(W)   ADJUSTED
 PT1104* NAVD 88 ORTHO HEIGHT -   738.    (meters)     2421.    (feet) SCALED
 PT1104  ______________________________________________________________________
 PT1104  GEOID HEIGHT    -        -21.247 (meters)                     GEOID18
 PT1104  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 PT1104  HORZ ORDER      -  THIRD
 PT1104
 PT1104.The horizontal coordinates were established by classical geodetic methods
 PT1104.and adjusted by the National Geodetic Survey in January 1998.
 PT1104
 PT1104.The orthometric height was scaled from a topographic map.
 PT1104
 PT1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1104.GEOID18 height accuracy estimate available here.
 PT1104
 PT1104.Click photographs - Photos may exist for this station.
 PT1104
 PT1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1104
 PT1104. The following values were computed from the NAD 83(1996) position.
 PT1104
 PT1104;                    North         East     Units Scale Factor Converg.
 PT1104;SPC SD N     -   130,337.573   502,595.564   MT  0.99993952   -0 52 27.8
 PT1104;SPC SD N     -   427,615.85  1,648,932.28   sFT  0.99993952   -0 52 27.8
 PT1104;UTM  14      - 4,985,333.127   323,808.898   MT  0.99998173   -1 34 52.0
 PT1104
 PT1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1104!SPC SD N     -   0.99988756  x   0.99993952  =   0.99982709
 PT1104!UTM  14      -   0.99988756  x   0.99998173  =   0.99986929
 PT1104
 PT1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2380885333(NAD 83)
 PT1104
 PT1104                          SUPERSEDED SURVEY CONTROL
 PT1104
 PT1104  NAD 83(1986)-  44 59 58.42673(N)    101 14 07.71279(W) AD(       ) 3
 PT1104  NAD 27      -  44 59 58.49800(N)    101 14 06.16700(W) AD(       ) 3
 PT1104
 PT1104.Superseded values are not recommended for survey control.
 PT1104
 PT1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1104.See file dsdata.pdf to determine how the superseded data were derived.
 PT1104
 PT1104_MARKER: 85 = CHIMNEY
 PT1104
 PT1104  HISTORY     - Date     Condition        Report By
 PT1104  HISTORY     - 1945     FIRST OBSERVED   CGS
 PT1104
 PT1104                          STATION DESCRIPTION
 PT1104
 PT1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1104'THE CHIMNEY IS LOCATED IN THE NW CORNER OF THE EAGLE BUTTE
 PT1104'PUBLIC SCHOOL BUILDING (HIGH SCHOOL AND GRADE SCHOOL).
 PT1104'
 PT1104'THE CHIMNEY IS 3 FEET SQUARE AND 35 FEET HIGH.  FROM THE
 PT1104'GROUND TO THE TOP OF THE BUILDING THE CHIMNEY IS MADE OF
 PT1104'RED BRICK WHILE 5 FEET OF THE CHIMNEY THAT EXTENDS ABOVE
 PT1104'THE ROOF IS CONCRETE.
 PT1104'
 PT1104'THE POINT INTERSECTED WAS THE TOP OF THE CHIMNEY.
 PT1104'
 PT1104'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0094 ***********************************************************************
 QT0094  DESIGNATION -  EAGLE RM 1
 QT0094  PID         -  QT0094
 QT0094  STATE/COUNTY-  SD/MEADE
 QT0094  COUNTRY     -  US
 QT0094  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0094
 QT0094                         *CURRENT SURVEY CONTROL
 QT0094  ______________________________________________________________________
 QT0094* NAD 83(1986) POSITION- 45 01 24.53   (N) 102 18 48.19   (W)   HD_HELD1
 QT0094* NAVD 88 ORTHO HEIGHT -   814.655 (meters)     2672.75  (feet) ADJUSTED
 QT0094  ______________________________________________________________________
 QT0094  GEOID HEIGHT    -        -18.749 (meters)                     GEOID18
 QT0094  DYNAMIC HEIGHT  -        814.487 (meters)     2672.20  (feet) COMP
 QT0094  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 QT0094
 QT0094  VERT ORDER      -  FIRST     CLASS II
 QT0094
 QT0094.The horizontal coordinates were determined by differentially corrected
 QT0094.hand held GPS observations or other comparable positioning techniques
 QT0094.and have an estimated accuracy of +/- 3 meters.
 QT0094
 QT0094.The orthometric height was determined by differential leveling and
 QT0094.adjusted by the NATIONAL GEODETIC SURVEY
 QT0094.in July 1998.
 QT0094
 QT0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0094.GEOID18 height accuracy estimate available here.
 QT0094
 QT0094.Click photographs - Photos may exist for this station.
 QT0094
 QT0094.The dynamic height is computed by dividing the NAVD 88
 QT0094.geopotential number by the normal gravity value computed on the
 QT0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0094.degrees latitude (g = 980.6199 gals.).
 QT0094
 QT0094.The modeled gravity was interpolated from observed gravity values.
 QT0094
 QT0094;                    North         East    Units  Estimated Accuracy
 QT0094;SPC SD N     -   134,856.7     417,707.2     MT  (+/- 3 meters HH1 GPS) 
 QT0094
 QT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1165989070(NAD 83)
 QT0094
 QT0094                          SUPERSEDED SURVEY CONTROL
 QT0094
 QT0094  NAVD 88 (06/15/91)  814.629  (m)         2672.66   (f) SUPERSEDED  1 2
 QT0094  NGVD 29 (??/??/92)  814.163  (m)         2671.13   (f) ADJ UNCH    1 2
 QT0094
 QT0094.Superseded values are not recommended for survey control.
 QT0094
 QT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0094.See file dsdata.pdf to determine how the superseded data were derived.
 QT0094
 QT0094_MARKER: DR = REFERENCE MARK DISK
 QT0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0094_STAMPING: EAGLE NO 1 1950
 QT0094_MARK LOGO: CGS
 QT0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0094+STABILITY: SURFACE MOTION
 QT0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0094+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0094
 QT0094  HISTORY     - Date     Condition        Report By
 QT0094  HISTORY     - 1950     MONUMENTED       CGS
 QT0094  HISTORY     - 1963     GOOD             CGS
 QT0094  HISTORY     - 1981     GOOD             NGS
 QT0094  HISTORY     - 19960425 GOOD             NGS
 QT0094
 QT0094                          STATION DESCRIPTION
 QT0094
 QT0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0094'13.7 MI W FROM FAITH.
 QT0094'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0094'FAITH, THENCE 13.6 MILES WEST ALONG U.S. HIGHWAY 212, 45.4 FEET
 QT0094'EAST OF EAGLE 1950, ABOUT LEVEL WITH THE MARK, AND SET IN THE TOP
 QT0094'OF A CONCRETE POST PROJECTING 5 INCHES.
 QT0094
 QT0094                          STATION RECOVERY (1981)
 QT0094
 QT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0094'RECOVERED IN GOOD CONDITION.
 QT0094
 QT0094                          STATION RECOVERY (1996)
 QT0094
 QT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0094'21.3 M (69.9 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0094'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 56.2 M (184.4 FT) WEST OF
 QT0094'MILEPOST 101, 36.7 M (120.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.9
 QT0094'M (45.6 FT) EAST OF TRIANGULATION STATION EAGLE, 1.4 M (4.6 FT) SOUTH
 QT0094'OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 QT0094'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0092 ***********************************************************************
 QT0092  DESIGNATION -  EAGLE RM 2
 QT0092  PID         -  QT0092
 QT0092  STATE/COUNTY-  SD/MEADE
 QT0092  COUNTRY     -  US
 QT0092  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0092
 QT0092                         *CURRENT SURVEY CONTROL
 QT0092  ______________________________________________________________________
 QT0092* NAD 83(1986) POSITION- 45 01 24.53   (N) 102 18 49.28   (W)   HD_HELD1
 QT0092* NAVD 88 ORTHO HEIGHT -   814.977 (meters)     2673.80  (feet) ADJUSTED
 QT0092  ______________________________________________________________________
 QT0092  GEOID HEIGHT    -        -18.748 (meters)                     GEOID18
 QT0092  DYNAMIC HEIGHT  -        814.809 (meters)     2673.25  (feet) COMP
 QT0092  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 QT0092
 QT0092  VERT ORDER      -  FIRST     CLASS II
 QT0092
 QT0092.The horizontal coordinates were determined by differentially corrected
 QT0092.hand held GPS observations or other comparable positioning techniques
 QT0092.and have an estimated accuracy of +/- 3 meters.
 QT0092
 QT0092.The orthometric height was determined by differential leveling and
 QT0092.adjusted by the NATIONAL GEODETIC SURVEY
 QT0092.in June 1991.
 QT0092
 QT0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0092.GEOID18 height accuracy estimate available here.
 QT0092
 QT0092.Click photographs - Photos may exist for this station.
 QT0092
 QT0092.The dynamic height is computed by dividing the NAVD 88
 QT0092.geopotential number by the normal gravity value computed on the
 QT0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0092.degrees latitude (g = 980.6199 gals.).
 QT0092
 QT0092.The modeled gravity was interpolated from observed gravity values.
 QT0092
 QT0092;                    North         East    Units  Estimated Accuracy
 QT0092;SPC SD N     -   134,857.4     417,683.4     MT  (+/- 3 meters HH1 GPS) 
 QT0092
 QT0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1163589069(NAD 83)
 QT0092
 QT0092                          SUPERSEDED SURVEY CONTROL
 QT0092
 QT0092  NGVD 29 (??/??/92)  814.511  (m)         2672.27   (f) ADJ UNCH    1 2
 QT0092
 QT0092.Superseded values are not recommended for survey control.
 QT0092
 QT0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0092.See file dsdata.pdf to determine how the superseded data were derived.
 QT0092
 QT0092_MARKER: DR = REFERENCE MARK DISK
 QT0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0092_STAMPING: EAGLE NO 2 1950
 QT0092_MARK LOGO: CGS
 QT0092_PROJECTION: FLUSH
 QT0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0092+STABILITY: SURFACE MOTION
 QT0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0092+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0092
 QT0092  HISTORY     - Date     Condition        Report By
 QT0092  HISTORY     - 1950     MONUMENTED       CGS
 QT0092  HISTORY     - 1963     GOOD             CGS
 QT0092  HISTORY     - 1981     GOOD             NGS
 QT0092  HISTORY     - 19960425 GOOD             NGS
 QT0092
 QT0092                          STATION DESCRIPTION
 QT0092
 QT0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0092'13.7 MI W FROM FAITH.
 QT0092'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0092'FAITH, THENCE 13.6 MILES WEST ALONG U.S. HIGHWAY 212, 33.1 FEET
 QT0092'WEST OF EAGLE 1950, AND SET IN THE TOP OF A CONCRETE POST
 QT0092'PROJECTING 3 INCHES.
 QT0092
 QT0092                          STATION RECOVERY (1981)
 QT0092
 QT0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0092'RECOVERED IN GOOD CONDITION.
 QT0092
 QT0092                          STATION RECOVERY (1996)
 QT0092
 QT0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0092'21.3 M (69.9 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0092'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 80.2 M (263.1 FT) WEST OF
 QT0092'MILEPOST 101, 36.7 M (120.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.1
 QT0092'M (33.1 FT) WEST OF TRIANGULATION STATION EAGLE, 1.3 M (4.3 FT) SOUTH
 QT0092'OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 QT0092'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0493 ***********************************************************************
 QT0493  DESIGNATION -  EAGLES NEST
 QT0493  PID         -  QT0493
 QT0493  STATE/COUNTY-  SD/HARDING
 QT0493  COUNTRY     -  US
 QT0493  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 QT0493
 QT0493                         *CURRENT SURVEY CONTROL
 QT0493  ______________________________________________________________________
 QT0493* NAD 83(1996) POSITION- 45 55 25.56850(N) 103 29 23.38282(W)   ADJUSTED
 QT0493* NAVD 88 ORTHO HEIGHT -  1002.    (meters)     3287.    (feet) SCALED
 QT0493  ______________________________________________________________________
 QT0493  GEOID HEIGHT    -        -15.682 (meters)                     GEOID18
 QT0493  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 QT0493  HORZ ORDER      -  SECOND
 QT0493
 QT0493.The horizontal coordinates were established by classical geodetic methods
 QT0493.and adjusted by the National Geodetic Survey in January 1998.
 QT0493
 QT0493.The orthometric height was scaled from a topographic map.
 QT0493
 QT0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0493.GEOID18 height accuracy estimate available here.
 QT0493
 QT0493.Click photographs - Photos may exist for this station.
 QT0493
 QT0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0493
 QT0493. The following values were computed from the NAD 83(1996) position.
 QT0493
 QT0493;                    North         East     Units Scale Factor Converg.
 QT0493;SPC SD N     -   238,142.720   329,364.229   MT  1.00005530   -2 28 11.6
 QT0493;SPC SD N     -   781,306.57  1,080,589.14   sFT  1.00005530   -2 28 11.6
 QT0493;UTM  13      - 5,086,686.534   617,096.134   MT  0.99976856   +1 05 06.2
 QT0493
 QT0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0493!SPC SD N     -   0.99984532  x   1.00005530  =   0.99990061
 QT0493!UTM  13      -   0.99984532  x   0.99976856  =   0.99961392
 QT0493
 QT0493:                Primary Azimuth Mark                     Grid Az
 QT0493:SPC SD N     -  EAGLES NEST AZ MK                        023 26 23.5
 QT0493:UTM  13      -  EAGLES NEST AZ MK                        019 53 05.7
 QT0493
 QT0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1709686686(NAD 83)
 QT0493
 QT0493|---------------------------------------------------------------------|
 QT0493| PID    Reference Object                     Distance      Geod. Az  |
 QT0493|                                                           dddmmss.s |
 QT0493| CQ8287 EAGLES NEST AZ MK                                  0205811.9 |
 QT0493| CQ8288 EAGLES NEST RM 1                     11.617 METERS 11706     |
 QT0493| CQ8289 EAGLES NEST RM 2                      9.229 METERS 23643     |
 QT0493|---------------------------------------------------------------------|
 QT0493
 QT0493                          SUPERSEDED SURVEY CONTROL
 QT0493
 QT0493  NAD 83(1993)-  45 55 25.55704(N)    103 29 23.37941(W) AD(       ) 2
 QT0493  NAD 83(1986)-  45 55 25.55228(N)    103 29 23.37670(W) AD(       ) 2
 QT0493  NAD 27      -  45 55 25.54700(N)    103 29 21.69900(W) AD(       ) 2
 QT0493
 QT0493.Superseded values are not recommended for survey control.
 QT0493
 QT0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0493.See file dsdata.pdf to determine how the superseded data were derived.
 QT0493
 QT0493_MARKER: DS = TRIANGULATION STATION DISK
 QT0493_SETTING: 66 = SET IN ROCK OUTCROP
 QT0493_STAMPING: EAGLES NEST 1952
 QT0493_MARK LOGO: CGS
 QT0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QT0493+STABILITY: POSITION/ELEVATION WELL
 QT0493
 QT0493  HISTORY     - Date     Condition        Report By
 QT0493  HISTORY     - 1952     MONUMENTED       CGS
 QT0493
 QT0493                          STATION DESCRIPTION
 QT0493
 QT0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0493'THE STATION IS ABOUT 8 MILES NORTHWEST OF LUDLOW, 1-1/2 MILES
 QT0493'SOUTH OF THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE, ON THE
 QT0493'SUMMIT OF A HIGH ISOLATED BUTTE KNOWN AS EAGLES NEST BUTTE,
 QT0493'IN SECTION 27, T 23 N, R 5 E.
 QT0493'
 QT0493'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO NORTH
 QT0493'ON U.S. HIGHWAY 85 FOR 5.4 MILES TO A SIDE ROAD LEFT, TURN
 QT0493'LEFT AND GO WEST FOR 4.3 MILES TO A CROSS ROAD, TURN RIGHT AND
 QT0493'GO NORTH FOR 2.0 MILES TO A CROSS ROAD, TURN LEFT AND GO
 QT0493'WEST FOR 1.2 MILES TO A TRACK ROAD T-INTERSECTION, TURN LEFT
 QT0493'AND GO SOUTH ON TRACK ROAD FOR 0.2 MILE TO A WIRE GATE AND
 QT0493'AZIMUTH MARK ON RIGHT, PASS THROUGH GATE AND GO SOUTHWEST
 QT0493'ACROSS COUNTRY FOR 0.6 MILE TO FOOT OF BUTTE AND END OF TRUCK
 QT0493'TRAVEL, PACK SOUTHWEST FOR ABOUT 300 YARDS TO TOP OF BUTTE
 QT0493'AND STATION.
 QT0493'
 QT0493'THE STATION MARK IS SET FLUSH IN OUTCROPPING BEDROCK, AND
 QT0493'THE DISK IS STAMPED EAGLES NEST 1952.
 QT0493'
 QT0493'REFERENCE MARK 1 IS 10 FEET NORTH OF THE SOUTH EDGE OF BUTTE.
 QT0493'IT IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE DISK IS STAMPED
 QT0493'EAGLES NEST NO 1 1952.
 QT0493'
 QT0493'REFERENCE MARK 2 IS 2 FEET EAST OF THE WEST EDGE OF BUTTE.
 QT0493'IT IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE DISK IS STAMPED
 QT0493'EAGLES NEST NO 2 1952.
 QT0493'
 QT0493'THE AZIMUTH MARK IS 15 FEET WEST OF A WIRE GATE, 2 FEET NORTH
 QT0493'OF A FENCE, AND 2 FEET WEST-NORTHWEST OF A 4 X 4 INCH WITNESS
 QT0493'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0493'EAGLES NEST 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0494 ***********************************************************************
 QT0494  DESIGNATION -  EAGLES NEST BUTTE CAIRN
 QT0494  PID         -  QT0494
 QT0494  STATE/COUNTY-  SD/HARDING
 QT0494  COUNTRY     -  US
 QT0494  USGS QUAD   -  EAGLES NEST BUTTE (2017)
 QT0494
 QT0494                         *CURRENT SURVEY CONTROL
 QT0494  ______________________________________________________________________
 QT0494* NAD 83(1996) POSITION- 45 55 24.30982(N) 103 29 24.12433(W)   ADJUSTED
 QT0494  ______________________________________________________________________
 QT0494  GEOID HEIGHT    -        -15.682 (meters)                     GEOID18
 QT0494  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 QT0494  HORZ ORDER      -  THIRD
 QT0494
 QT0494.The horizontal coordinates were established by classical geodetic methods
 QT0494.and adjusted by the National Geodetic Survey in January 1998.
 QT0494
 QT0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0494.GEOID18 height accuracy estimate available here.
 QT0494
 QT0494.Click photographs - Photos may exist for this station.
 QT0494
 QT0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0494
 QT0494. The following values were computed from the NAD 83(1996) position.
 QT0494
 QT0494;                    North         East     Units Scale Factor Converg.
 QT0494;SPC SD N     -   238,104.581   329,346.591   MT  1.00005520   -2 28 12.1
 QT0494;SPC SD N     -   781,181.45  1,080,531.27   sFT  1.00005520   -2 28 12.1
 QT0494;UTM  13      - 5,086,647.386   617,080.899   MT  0.99976852   +1 05 05.6
 QT0494
 QT0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1708086647(NAD 83)
 QT0494
 QT0494                          SUPERSEDED SURVEY CONTROL
 QT0494
 QT0494  NAD 83(1993)-  45 55 24.29818(N)    103 29 24.12034(W) AD(       ) 3
 QT0494  NAD 83(1986)-  45 55 24.29397(N)    103 29 24.11492(W) AD(       ) 3
 QT0494  NAD 27      -  45 55 25.56000(N)    103 29 21.71000(W) AD(       ) 3
 QT0494  USSD        -  45 55 26.18200(N)    103 29 21.28000(W) AD(       ) 3
 QT0494
 QT0494.Superseded values are not recommended for survey control.
 QT0494
 QT0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0494.See file dsdata.pdf to determine how the superseded data were derived.
 QT0494
 QT0494_MARKER: 72 = CAIRN
 QT0494
 QT0494  HISTORY     - Date     Condition        Report By
 QT0494  HISTORY     - 1912     FIRST OBSERVED   CGS
 QT0494
 QT0494                          STATION DESCRIPTION
 QT0494
 QT0494'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0825 ***********************************************************************
 QS0825  DESIGNATION -  EAGLET
 QS0825  PID         -  QS0825
 QS0825  STATE/COUNTY-  SD/CORSON
 QS0825  COUNTRY     -  US
 QS0825  USGS QUAD   -  LITTLE EAGLE NW (2017)
 QS0825
 QS0825                         *CURRENT SURVEY CONTROL
 QS0825  ______________________________________________________________________
 QS0825* NAD 83(1996) POSITION- 45 41 32.71127(N) 100 58 21.04187(W)   ADJUSTED
 QS0825* NAVD 88 ORTHO HEIGHT -   650.    (meters)     2133.    (feet) SCALED
 QS0825  ______________________________________________________________________
 QS0825  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 QS0825  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 QS0825  HORZ ORDER      -  SECOND
 QS0825
 QS0825.The horizontal coordinates were established by classical geodetic methods
 QS0825.and adjusted by the National Geodetic Survey in January 1998.
 QS0825
 QS0825.The orthometric height was scaled from a topographic map.
 QS0825
 QS0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0825.GEOID18 height accuracy estimate available here.
 QS0825
 QS0825.Click photographs - Photos may exist for this station.
 QS0825
 QS0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0825
 QS0825. The following values were computed from the NAD 83(1996) position.
 QS0825
 QS0825;                    North         East     Units Scale Factor Converg.
 QS0825;SPC SD N     -   207,048.964   524,251.398   MT  1.00000177   -0 41 17.8
 QS0825;SPC SD N     -   679,293.14  1,719,981.46   sFT  1.00000177   -0 41 17.8
 QS0825;UTM  14      - 5,061,766.298   346,420.460   MT  0.99988999   -1 24 42.5
 QS0825
 QS0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0825!SPC SD N     -   0.99990135  x   1.00000177  =   0.99990312
 QS0825!UTM  14      -   0.99990135  x   0.99988999  =   0.99979135
 QS0825
 QS0825:                Primary Azimuth Mark                     Grid Az
 QS0825:SPC SD N     -  EAGLET AZ MK                             336 37 14.1
 QS0825:UTM  14      -  EAGLET AZ MK                             337 20 38.8
 QS0825
 QS0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4642061766(NAD 83)
 QS0825
 QS0825|---------------------------------------------------------------------|
 QS0825| PID    Reference Object                     Distance      Geod. Az  |
 QS0825|                                                           dddmmss.s |
 QS0825| CO4861 EAGLET RM 1                           9.090 METERS 04813     |
 QS0825| CO4862 EAGLET RM 2                          12.671 METERS 14415     |
 QS0825| CO4860 EAGLET AZ MK                                       3355556.3 |
 QS0825|---------------------------------------------------------------------|
 QS0825
 QS0825                          SUPERSEDED SURVEY CONTROL
 QS0825
 QS0825  NAD 83(1986)-  45 41 32.70268(N)    100 58 21.03818(W) AD(       ) 2
 QS0825  NAD 27      -  45 41 32.71700(N)    100 58 19.53300(W) AD(       ) 2
 QS0825
 QS0825.Superseded values are not recommended for survey control.
 QS0825
 QS0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0825.See file dsdata.pdf to determine how the superseded data were derived.
 QS0825
 QS0825_MARKER: DS = TRIANGULATION STATION DISK
 QS0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0825_STAMPING: EAGLET 1952
 QS0825_MARK LOGO: CGS
 QS0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0825+STABILITY: SURFACE MOTION
 QS0825
 QS0825  HISTORY     - Date     Condition        Report By
 QS0825  HISTORY     - 1952     MONUMENTED       CGS
 QS0825
 QS0825                          STATION DESCRIPTION
 QS0825
 QS0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0825'THE STATION IS IN SECTION 18, T 20 N, R 26 E, ABOUT 8-1/2
 QS0825'MILES WEST-NORTHWEST OF LITTLE EAGLE, 8-1/2 MILES SOUTH AND 8
 QS0825'MILES WEST OF MC LAUGHLIN, 2-1/2 MILES NORTH OF THE GRAND
 QS0825'RIVER, 105 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND
 QS0825'7 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0825'
 QS0825'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0825'STATE HIGHWAY 63 AT THE NORTH EDGE OF TOWN OF MC LAUGHLIN, GO
 QS0825'SOUTH ON U.S. HIGHWAY 12 FOR 4 MILES TO A CROSS ROAD, TURN
 QS0825'RIGHT (WEST) AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 9.1
 QS0825'MILES TO A CROSS ROAD, TURN LEFT (SOUTH) AND FOLLOW THE MAIN
 QS0825'DIRT AND TRACK ROAD FOR 3.05 MILES TO A Y-JUNCTION, CONTINUE
 QS0825'SOUTHEASTERLY ON THE LEFT TRACK ROAD FOR 1.55 MILES TO A GATE,
 QS0825'PASS THROUGH GATE AND CONTINUE SOUTHERLY ON THE EAST SIDE OF A
 QS0825'FENCE LINE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 QS0825'DESCRIBED BELOW, CONTINUE SOUTHERLY FOR 0.05 MILE TO A
 QS0825'Y-JUNCTION, CONTINUE SOUTHERLY ON THE LEFT ROAD FOR 0.4 MILE TO
 QS0825'THE STATION ON THE RIGHT.
 QS0825'
 QS0825'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0825'EAGLET 1952.
 QS0825'
 QS0825'REFERENCE MARK 1 IS 76 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 QS0825'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0825'EAGLET NO 1 1952.
 QS0825'
 QS0825'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0825'EAGLET NO 2 1952.
 QS0825'
 QS0825'THE AZIMUTH MARK IS ABOUT 250 FEET EAST OF A FENCE LINE, 89
 QS0825'FEET NORTHEAST OF THE CENTER OF A TRACK ROAD AND 2.5 FEET
 QS0825'SOUTH-SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 QS0825'PROJECTS 5 INCHES AND THE DISK IS STAMPED EAGLET 1952.
 QS0825'
 QS0825'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0619 ***********************************************************************
 PS0619  DESIGNATION -  EDEN
 PS0619  PID         -  PS0619
 PS0619  STATE/COUNTY-  SD/BUFFALO
 PS0619  COUNTRY     -  US
 PS0619  USGS QUAD   -  MITTELSTEDT SLOUGH (2017)
 PS0619
 PS0619                         *CURRENT SURVEY CONTROL
 PS0619  ______________________________________________________________________
 PS0619* NAD 83(1996) POSITION- 44 11 38.02678(N) 098 57 37.70803(W)   ADJUSTED
 PS0619* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 PS0619  ______________________________________________________________________
 PS0619  GEOID HEIGHT    -        -24.866 (meters)                     GEOID18
 PS0619  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 PS0619  HORZ ORDER      -  FIRST
 PS0619
 PS0619.The horizontal coordinates were established by classical geodetic methods
 PS0619.and adjusted by the National Geodetic Survey in January 1998.
 PS0619
 PS0619.The orthometric height was scaled from a topographic map.
 PS0619
 PS0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0619.GEOID18 height accuracy estimate available here.
 PS0619
 PS0619.Click photographs - Photos may exist for this station.
 PS0619
 PS0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0619
 PS0619. The following values were computed from the NAD 83(1996) position.
 PS0619
 PS0619;                    North         East     Units Scale Factor Converg.
 PS0619;SPC SD S     -   207,605.309   709,742.870   MT  0.99995730   +0 56 49.4
 PS0619;SPC SD S     -   681,118.42  2,328,548.07   sFT  0.99995730   +0 56 49.4
 PS0619;UTM  14      - 4,893,409.605   503,158.587   MT  0.99960012   +0 01 39.2
 PS0619
 PS0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0619!SPC SD S     -   0.99990773  x   0.99995730  =   0.99986503
 PS0619!UTM  14      -   0.99990773  x   0.99960012  =   0.99950789
 PS0619
 PS0619:                Primary Azimuth Mark                     Grid Az
 PS0619:SPC SD S     -  EDEN AZ MK                               204 22 49.6
 PS0619:UTM  14      -  EDEN AZ MK                               205 17 59.8
 PS0619
 PS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0315893409(NAD 83)
 PS0619
 PS0619|---------------------------------------------------------------------|
 PS0619| PID    Reference Object                     Distance      Geod. Az  |
 PS0619|                                                           dddmmss.s |
 PS0619| PS0617 SPIRE A                             APPROX.11.1 KM 0835700.9 |
 PS0619| CO4866 EDEN AZ MK                                         2051939.0 |
 PS0619| CO4867 EDEN RM 1                            29.408 METERS 22908     |
 PS0619| CO4868 EDEN RM 2                            29.123 METERS 33028     |
 PS0619|---------------------------------------------------------------------|
 PS0619
 PS0619                          SUPERSEDED SURVEY CONTROL
 PS0619
 PS0619  NAD 83(1986)-  44 11 38.02496(N)    098 57 37.71558(W) AD(       ) 1
 PS0619  NAD 27      -  44 11 38.06500(N)    098 57 36.36700(W) AD(       ) 1
 PS0619
 PS0619.Superseded values are not recommended for survey control.
 PS0619
 PS0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0619.See file dsdata.pdf to determine how the superseded data were derived.
 PS0619
 PS0619_MARKER: DS = TRIANGULATION STATION DISK
 PS0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0619_STAMPING: EDEN 1934
 PS0619_MARK LOGO: CGS
 PS0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0619+STABILITY: SURFACE MOTION
 PS0619
 PS0619  HISTORY     - Date     Condition        Report By
 PS0619  HISTORY     - 1934     MONUMENTED       CGS
 PS0619  HISTORY     - 1948     GOOD             CGS
 PS0619  HISTORY     - 1951     GOOD             CGS
 PS0619
 PS0619                          STATION DESCRIPTION
 PS0619
 PS0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0619'STATION IS LOCATED ON STATE OWNED LAND.  IT IS 0.25 MILE
 PS0619'SE OF THE NW CORNER OF SEC. 2, T 108 N, R 68 W, IN EDEN TOWNSHIP,
 PS0619'AND 11.25 MILES NE OF GANN VALLEY, 0.25 MILE NE OF LES THOMPSONS
 PS0619'HOUSE.  THE MARK PROJECTS 5 INCHES ABOVE THE GROUND.
 PS0619'
 PS0619'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0619'BRONZE DISKS SET IN CONCRETE.
 PS0619'
 PS0619'REFERENCE MARK NO. 1 IS SW OF THE STATION, ON W EDGE OF SLIGHT
 PS0619'SLOPE.  IT IS IN SEC. 2, T 108 N, R 68 W, AND PROJECTS 5
 PS0619'INCHES ABOVE THE GROUND.
 PS0619'
 PS0619'REFERENCE MARK NO. 2 IS N OF STATION MARK, JUST S OF A SLIGHT
 PS0619'RISE.  IT IS IN THE SAME SECTION AS ABOVE, AND PROJECTS 5
 PS0619'INCHES ABOVE THE GROUND.
 PS0619'
 PS0619'AZIMUTH MARK IS 40 FEET W OF CENTER LINE OF LAND THAT LEADS
 PS0619'TO FARMHOUSE FROM THE GRADED ROAD TO THE S.  IT IS IN THE
 PS0619'FENCE LINE, 1.5 FEET NE OF A FENCE POST, SW OF STATION.  MARK
 PS0619'PROJECTS 6 INCHES ABOVE THE GROUND.  TO REACH FROM WHITE
 PS0619'FARMHOUSE AND BUILDINGS, GO S ON LANE FOR 0.37 MILE TO AZIMUTH
 PS0619'MARK ON RIGHT.
 PS0619'
 PS0619'TO REACH THE STATION FROM GANN VALLEY, A SMALL TOWN, GO 3.25
 PS0619'MILES N ALONG STATE HIGHWAY 45 TO JUNCTION WITH STATE HIGHWAY
 PS0619'34.  CONTINUE N FOR 7 MILES MORE TO CROSS ROAD.  TURN E AND
 PS0619'GO 1 MILE TO A. ENGLES MAIL BOX ON LEFT.  TURN LEFT AND GO
 PS0619'0.3 MILE N ALONG LANE.  TURNING RIGHT HERE GO 0.25 MILE UP
 PS0619'BALD PASTURE TO WIRE FENCE.  LET DOWN FENCE AND BEAR TO THE
 PS0619'NE, PROCEED TO THE HIGHEST KNOB ON THE N AND STATION MARK.
 PS0619'
 PS0619'HEIGHT OF LIGHT ABOVE THE STATION MARK - 23 METERS.
 PS0619
 PS0619                          STATION RECOVERY (1948)
 PS0619
 PS0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0619'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PS0619'IN GOOD CONDITION EXCEPT THE DISTANCE BETWEEN THE STATION
 PS0619'MARK AND THE AZIMUTH MARK IS BELIEVED TO BE NEARER 0.6 MILE
 PS0619'THAN 0.9 MILE AND A NEW TO REACH DESCRIPTION.  THE LAND IS
 PS0619'NOW OWNED BY MR. PETER KROG INSTEAD OF THE STATE.  A COMPLETE
 PS0619'NEW DESCRIPTION FOLLOWS.
 PS0619'
 PS0619'THE STATION IS LOCATED ABOUT 11 AND 1/4 MILES NORTH-NORTHEAST
 PS0619'OF GANN VALLEY, 1 AND 1/4 MILES EAST-SOUTHEAST OF HIWAY CASH
 PS0619'STORE WHERE STATE HIGHWAY 45 CROSSES THE BUFFALO-HAND COUNTY
 PS0619'LINE, 1/4 MILE NORTHEAST OF LES THOMPSONS FARM BUILDINGS
 PS0619'AND 1/4 MILE SOUTHEAST OF THE NORTHWEST CORNER OF SEC. 2,
 PS0619'T 108 N, R 68 W, IN EDEN TOWNSHIP ON LAND OWNED BY MR. PETER
 PS0619'KROG.  THE MARK PROJECTS 5 INCHES AND THE DISC IS STAMPED
 PS0619'EDEN 1934.
 PS0619'
 PS0619'REFERENCE MARK NO. 1 IS 96.47 FEET SOUTHWEST OF THE STATION
 PS0619'ON THE WEST EDGE OF A SLIGHT SLOPE.  THE MARK PROJECTS 5
 PS0619'INCHES AND THE DISC IS STAMPED EDEN NO 1 1934.
 PS0619'
 PS0619'REFERENCE MARK NO. 2 IS 95.55 FEET NORTH-NORTHWEST OF THE
 PS0619'STATION JUST SOUTH OF A SLIGHT RISE.  THE MARK PROJECTS 5
 PS0619'INCHES AND THE DISC IS STAMPED EDEN NO 2 1934.
 PS0619'
 PS0619'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH-SOUTHWEST
 PS0619'OF THE STATION, 40 FEET WEST OF THE CENTERLINE OF LANE LEADING
 PS0619'TO FARM BUILDINGS WHICH ARE 0.4 MILE NORTH, 1 FOOT EAST OF FENCE
 PS0619'AND 3 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES
 PS0619'AND THE DISC IS STAMPED EDEN 1934.
 PS0619'
 PS0619'TO REACH THE STATION FROM GANN VALLEY, GO NORTH ON STATE
 PS0619'HIGHWAY 45 FOR 3.25 MILES TO THE JUNCTION OF STATE HIGHWAY
 PS0619'34.  CONTINUE NORTH ON STATE HIGHWAY 45 FOR 8.3 MILES TO
 PS0619'BUFFALO-HAND COUNTY LINE, CROSSROADS AND HIWAY CASH STORE.
 PS0619'TURN SHARP RIGHT, PASSING TO THE SOUTH OF THE STORE, AND GO
 PS0619'EAST FOR 0.4 MILE TO FARM BUILDINGS ON THE LEFT.  CONTINUE
 PS0619'EAST ON TRACK ROAD FOR 0.75 MILE TO A FENCE CORNER ON THE LEFT.
 PS0619'CONTINUE EAST-NORTHEAST ON TRACK ROAD FOR 0.15 MILE TO THE
 PS0619'TOP OF RIDGE.  CONTINUE EAST AND SOUTH FOR 0.1 MILE TO A GATE
 PS0619'IN AN EAST-WEST FENCE.  PASS THROUGH GATE AND GO SOUTHWEST
 PS0619'ACROSS PASTURE FOR 0.3 MILE TO A SMALL KNOLL AND THE
 PS0619'STATION.
 PS0619'
 PS0619'TO REACH THE AZIMUTH MARK FROM THE HIWAY CASH STORE, GO SOUTH
 PS0619'ON STATE HIGHWAY 45 FOR 1.0 MILE TO CROSSROADS.  TURN LEFT
 PS0619'AND GO EAST 1.0 MILE TO CROSSROADS.  TURN LEFT ACROSS CATTLE
 PS0619'GUARD AND GO NORTH ON FARM LANE FOR 0.3 MILE TO THE AZIMUTH
 PS0619'MARK ON LEFT.
 PS0619'
 PS0619'HEIGHT OF LIGHT ABOVE STATION MARK---1 METER
 PS0619
 PS0619                          STATION RECOVERY (1951)
 PS0619
 PS0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0619'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PS0619'TO BE IN GOOD CONDITION.
 PS0619'
 PS0619'ALL DISTANCES AND DIRECTIONS CHECKED WITH THE 1948 OBSERVATIONS.
 PS0619'
 PS0619'1951 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 PS0619'
 PS0619'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PS0619'STATE ROUTE 45 IN MILLER GO SOUTH ON STATE ROUTE 45 FOR
 PS0619'22.2 MILES TO CROSSROADS AND SMALL GROCERY STORE.  TURN LEFT
 PS0619'ALONG SOUTH SIDE OF STORE AND FOLLOW LITTLE USED SECTION ROAD
 PS0619'FOR 1.4 MILES TO GATE TURN RIGHT THROUGH GATE AND GO SOUTH
 PS0619'SOUTHWEST FOR 0.3 MILE TO TOP OF KNOLL AND STATION AS DESCRIBED.
 PS0619'THE 1948 DESCRIPTION TO REACH AZIMUTH MARK IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0389 ***********************************************************************
 QQ0389  DESIGNATION -  EDEN
 QQ0389  PID         -  QQ0389
 QQ0389  STATE/COUNTY-  SD/MARSHALL
 QQ0389  COUNTRY     -  US
 QQ0389  USGS QUAD   -  LAKE CITY (2017)
 QQ0389
 QQ0389                         *CURRENT SURVEY CONTROL
 QQ0389  ______________________________________________________________________
 QQ0389* NAD 83(1996) POSITION- 45 37 51.39262(N) 097 25 57.04696(W)   ADJUSTED
 QQ0389* NAVD 88 ORTHO HEIGHT -   581.    (meters)     1906.    (feet) SCALED
 QQ0389  ______________________________________________________________________
 QQ0389  GEOID HEIGHT    -        -25.201 (meters)                     GEOID18
 QQ0389  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 QQ0389  HORZ ORDER      -  SECOND
 QQ0389
 QQ0389.The horizontal coordinates were established by classical geodetic methods
 QQ0389.and adjusted by the National Geodetic Survey in January 1998.
 QQ0389
 QQ0389.The orthometric height was scaled from a topographic map.
 QQ0389
 QQ0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0389.GEOID18 height accuracy estimate available here.
 QQ0389
 QQ0389.Click photographs - Photos may exist for this station.
 QQ0389
 QQ0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0389
 QQ0389. The following values were computed from the NAD 83(1996) position.
 QQ0389
 QQ0389;                    North         East     Units Scale Factor Converg.
 QQ0389;SPC SD N     -   202,935.514   800,168.642   MT  0.99999031   +1 49 01.6
 QQ0389;SPC SD N     -   665,797.60  2,625,219.95   sFT  0.99999031   +1 49 01.6
 QQ0389;UTM  14      - 5,054,238.843   622,178.245   MT  0.99978353   +1 07 14.4
 QQ0389
 QQ0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0389!SPC SD N     -   0.99991283  x   0.99999031  =   0.99990314
 QQ0389!UTM  14      -   0.99991283  x   0.99978353  =   0.99969638
 QQ0389
 QQ0389:                Primary Azimuth Mark                     Grid Az
 QQ0389:SPC SD N     -  EDEN AZ MK                               086 35 11.3
 QQ0389:UTM  14      -  EDEN AZ MK                               087 16 58.5
 QQ0389
 QQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2217854238(NAD 83)
 QQ0389
 QQ0389|---------------------------------------------------------------------|
 QQ0389| PID    Reference Object                     Distance      Geod. Az  |
 QQ0389|                                                           dddmmss.s |
 QQ0389| CO4869 EDEN AZ MK                                         0882412.9 |
 QQ0389| CO4871 EDEN RM 2                            20.533 METERS 17911     |
 QQ0389| QQ0426 ROSLYN MUNICIPAL WATER TANK         APPROX.15.7 KM 1965848.1 |
 QQ0389| CO4870 EDEN RM 1                            20.402 METERS 35949     |
 QQ0389|---------------------------------------------------------------------|
 QQ0389
 QQ0389                          SUPERSEDED SURVEY CONTROL
 QQ0389
 QQ0389  NAD 83(1986)-  45 37 51.39148(N)    097 25 57.03757(W) AD(       ) 2
 QQ0389  NAD 27      -  45 37 51.55169(N)    097 25 55.69960(W) AD(       ) 2
 QQ0389
 QQ0389.Superseded values are not recommended for survey control.
 QQ0389
 QQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0389.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0389
 QQ0389_MARKER: DS = TRIANGULATION STATION DISK
 QQ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0389_STAMPING: EDEN 1952
 QQ0389_MARK LOGO: CGS
 QQ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0389+STABILITY: SURFACE MOTION
 QQ0389
 QQ0389  HISTORY     - Date     Condition        Report By
 QQ0389  HISTORY     - 1952     MONUMENTED       CGS
 QQ0389
 QQ0389                          STATION DESCRIPTION
 QQ0389
 QQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0389'THE STATION IS ABOUT 1 MILE NORTH AND 1/2 MILE WEST OF EDEN, AT
 QQ0389'THE NORTH SIDE OF THE CENTER OF SEC. 21, T 125 N, R 54 W, ON LAND
 QQ0389'OWNED BY MIKE DEUTSCH.  IT IS 42 FEET SOUTH OF THE CENTER OF A
 QQ0389'FIELD ROAD, 34 FEET SOUTH OF A GATE, 4 FEET NORTHEAST OF A
 QQ0389'4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.
 QQ0389'
 QQ0389'TO REACH THE STATION FROM THE CROSSROADS AT THE WEST EDGE OF EDEN,
 QQ0389'GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROADS, TURN LEFT
 QQ0389'AND GO WEST ON A EARTH ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON
 QQ0389'THE LEFT, CONTINUE WEST 0.25 MILE TO THE STATION ON THE LEFT.
 QQ0389'
 QQ0389'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QQ0389'EDEN 1952.
 QQ0389'
 QQ0389'REFERENCE MARK 1 IS 25 FEET NORTH OF THE CENTER OF THE ROAD, 16
 QQ0389'FEET NORTH OF THE GATE AND 2 FEET EAST OF THE FENCE.  THE MARK
 QQ0389'PROJECTS 4 INCHES AND THE DISK IS STAMPED EDEN NO 1 1952.
 QQ0389'
 QQ0389'REFERENCE MARK 2 IS 99 FEET SOUTH OF THE CENTER OF THE ROAD, 63
 QQ0389'FEET SOUTH OF THE WITNESS POST AND 2 FEET EAST OF THE FENCE.  THE
 QQ0389'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EDEN NO 2 1952.
 QQ0389'
 QQ0389'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF THE ROAD AND
 QQ0389'3 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 QQ0389'4 INCHES AND THE DISK IS STAMPED EDEN 1952.
 QQ0389'
 QQ0389'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1189 ***********************************************************************
 PT1189  DESIGNATION -  EDGE
 PT1189  PID         -  PT1189
 PT1189  STATE/COUNTY-  SD/ZIEBACH
 PT1189  COUNTRY     -  US
 PT1189  USGS QUAD   -  RATTLESNAKE LAKE SW (2017)
 PT1189
 PT1189                         *CURRENT SURVEY CONTROL
 PT1189  ______________________________________________________________________
 PT1189* NAD 83(1996) POSITION- 44 36 11.77495(N) 101 38 18.07295(W)   ADJUSTED
 PT1189* NAVD 88 ORTHO HEIGHT -   681.    (meters)     2234.    (feet) SCALED
 PT1189  ______________________________________________________________________
 PT1189  GEOID HEIGHT    -        -21.029 (meters)                     GEOID18
 PT1189  LAPLACE CORR    -         -6.00  (seconds)                    DEFLEC18
 PT1189  HORZ ORDER      -  THIRD
 PT1189
 PT1189.The horizontal coordinates were established by classical geodetic methods
 PT1189.and adjusted by the National Geodetic Survey in January 1998.
 PT1189
 PT1189.The orthometric height was scaled from a topographic map.
 PT1189
 PT1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1189.GEOID18 height accuracy estimate available here.
 PT1189
 PT1189.Click photographs - Photos may exist for this station.
 PT1189
 PT1189.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1189
 PT1189. The following values were computed from the NAD 83(1996) position.
 PT1189
 PT1189;                    North         East     Units Scale Factor Converg.
 PT1189;SPC SD N     -    86,873.188   469,945.514   MT  0.99996949   -1 09 34.3
 PT1189;SPC SD N     -   285,016.45  1,541,812.91   sFT  0.99996949   -1 09 34.3
 PT1189;SPC SD S     -   253,002.058   496,394.257   MT  1.00005492   -0 54 01.0
 PT1189;SPC SD S     -   830,057.59  1,628,586.82   sFT  1.00005492   -0 54 01.0
 PT1189;UTM  14      - 4,942,266.573   290,626.273   MT  1.00013912   -1 51 11.9
 PT1189
 PT1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1189!SPC SD N     -   0.99989646  x   0.99996949  =   0.99986596
 PT1189!SPC SD S     -   0.99989646  x   1.00005492  =   0.99995138
 PT1189!UTM  14      -   0.99989646  x   1.00013912  =   1.00003557
 PT1189
 PT1189:                Primary Azimuth Mark                     Grid Az
 PT1189:SPC SD N     -  EDGE AZ MK RESET                         297 02 49.7
 PT1189:SPC SD S     -  EDGE AZ MK RESET                         296 47 16.4
 PT1189:UTM  14      -  EDGE AZ MK RESET                         297 44 27.3
 PT1189
 PT1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9062642266(NAD 83)
 PT1189
 PT1189|---------------------------------------------------------------------|
 PT1189| PID    Reference Object                     Distance      Geod. Az  |
 PT1189|                                                           dddmmss.s |
 PT1189| CP9243 EDGE RM 2                             7.595 METERS 02154     |
 PT1189| CP9242 EDGE RM 1                             7.170 METERS 11511     |
 PT1189| CP9241 EDGE AZ MK RESET                                   2955315.4 |
 PT1189| CP9240 EDGE AZ MK                                         2971336.5 |
 PT1189|---------------------------------------------------------------------|
 PT1189
 PT1189                          SUPERSEDED SURVEY CONTROL
 PT1189
 PT1189  NAD 83(1986)-  44 36 11.76702(N)    101 38 18.07352(W) AD(       ) 3
 PT1189  NAD 27      -  44 36 11.81200(N)    101 38 16.53300(W) AD(       ) 3
 PT1189
 PT1189.Superseded values are not recommended for survey control.
 PT1189
 PT1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1189.See file dsdata.pdf to determine how the superseded data were derived.
 PT1189
 PT1189_MARKER: DS = TRIANGULATION STATION DISK
 PT1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1189_STAMPING: EDGE 1950
 PT1189_MARK LOGO: CGS
 PT1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1189+STABILITY: SURFACE MOTION
 PT1189
 PT1189  HISTORY     - Date     Condition        Report By
 PT1189  HISTORY     - 1950     MONUMENTED       CGS
 PT1189  HISTORY     - 1965     GOOD             CGS
 PT1189
 PT1189                          STATION DESCRIPTION
 PT1189
 PT1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1189'THE STATION IS LOCATED ABOUT 20 MILES EAST OF HOWES POST OFFICE,
 PT1189'ON THE CHEYENNE RIVER INDIAN RESERVATION.  IT IS ABOUT 1 MILE
 PT1189'NORTH OF THE CHEYENNE RIVER, 0.05 MILE SOUTH OF A GRADED
 PT1189'DIRT ROAD, 300 FEET SOUTH SOUTHWEST OF A WIRE GATE IN FENCE
 PT1189'LINE, 64 FEET WEST OF A NORTH - SOUTH FENCE LINE, 20 FEET
 PT1189'NORTH OF THE EDGE OF THE BLUFF OF THE RIVER, AND 7 FEET EAST
 PT1189'OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE
 PT1189'DISK IS STAMPED EDGE 1950.
 PT1189'
 PT1189'TO REACH THE STATION FROM THE HOWES POST OFFICE, GO NORTH
 PT1189'ON STATE HIGHWAY 73 FOR 3 MILES TO A GRADED DIRT ROAD LEADING
 PT1189'EAST.  TURN EAST AND FOLLOW MAIN TRAVELED ROAD FOR 2.8 MILES
 PT1189'TO A CATTLE GUARD.  CONTINUE EAST ACROSS CATTLE GUARD AND
 PT1189'GO IN AN EASTERLY DIRECTION FOR 4 MILES TO A WIRE GATE IN AN
 PT1189'EAST - WEST FENCE LINE.  CONTINUE ON EAST ALONG THE SOUTH
 PT1189'SIDE OF FENCE LINE FOR 0.8 MILE TO A ROAD FORK, KEEP RIGHT
 PT1189'FORK AND FOLLOW BLADED DIRT ROAD IN A SOUTHEASTERLY DIRECTION
 PT1189'FOR 7.25 MILES TO A WIRE GATE.  PASS THROUGH GATE AND
 PT1189'CONTINUE IN SOUTHEASTERLY DIRECTION FOR 2.05 MILES TO A ROAD
 PT1189'FORK, KEEP LEFT FORK AND GO 1.5 MILES TO ANOTHER ROAD
 PT1189'FORK, KEEP RIGHT FORK ON MAIN BLADED DIRT ROAD FOR 6.3
 PT1189'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON EASTERLY
 PT1189'FOR 0.55 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT1189'
 PT1189'REFERENCE MARK NO. 1 IS 39 FEET WEST OF A NORTH - SOUTH FENCE
 PT1189'LINE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1189'EDGE NO 1 1950.
 PT1189'
 PT1189'REFERENCE MARK NO. 2 IS 47 FEET WEST OF A NORTH - SOUTH
 PT1189'FENCE LINE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1189'EDGE NO 2 1950.
 PT1189'
 PT1189'THE AZIMUTH MARK IS 0.5 MILE FROM THE STATION, 18 FEET NORTHEAST
 PT1189'OF THE NORTHEAST EDGE OF A BLADED DIRT ROAD, AND 3 FEET SOUTHWEST
 PT1189'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 PT1189'IS STAMPED EDGE 1950.
 PT1189'
 PT1189'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 PT1189'SET IN CONCRETE.
 PT1189'
 PT1189'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1189
 PT1189                          STATION RECOVERY (1965)
 PT1189
 PT1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PT1189'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT1189'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK
 PT1189'AS IT WAS IN THE WAY OF CONSTRUCTION OF A NEW ROAD.
 PT1189'
 PT1189'THE AZIMUTH MARK WAS MOVED 73.91 FEET TO THE SOUTHWEST AND
 PT1189'IS ABOUT 100 FEET SOUTHWEST OF THE CENTERLINE OF THE NEW ROAD
 PT1189'AND IS 2 FEET EAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 PT1189'ABOUT 3 INCHES AND THE DISK IS STAMPED EDGE 1950 RESET 1965.
 PT1189'
 PT1189'THE ORIGINAL DESCRIPTION WAS ADEQUATE FOR RECOVERY BUT A
 PT1189'NEW ROAD IS TO BE BUILT.  THE NEW ROAD WILL PASS JUST NORTHEAST
 PT1189'OF THE STATION AND IT IS PLANNED THAT THE NEW ROAD WILL
 PT1189'INTERSECT WITH STATE HIGHWAY 34 TO THE EAST OF THE HOWES P.O.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0814 ***********************************************************************
 QS0814  DESIGNATION -  EDINGER
 QS0814  PID         -  QS0814
 QS0814  STATE/COUNTY-  SD/CORSON
 QS0814  COUNTRY     -  US
 QS0814  USGS QUAD   -  WAKPALA SE (2017)
 QS0814
 QS0814                         *CURRENT SURVEY CONTROL
 QS0814  ______________________________________________________________________
 QS0814* NAD 83(1996) POSITION- 45 32 05.50153(N) 100 33 49.32204(W)   ADJUSTED
 QS0814* NAVD 88 ORTHO HEIGHT -   603.520 (meters)     1980.05  (feet) ADJUSTED
 QS0814  ______________________________________________________________________
 QS0814  GEOID HEIGHT    -        -21.629 (meters)                     GEOID18
 QS0814  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 QS0814  DYNAMIC HEIGHT  -        603.469 (meters)     1979.88  (feet) COMP
 QS0814  MODELED GRAVITY -    980,511.4   (mgal)                       NAVD 88
 QS0814
 QS0814  HORZ ORDER      -  FIRST
 QS0814  VERT ORDER      -  FIRST     CLASS II
 QS0814
 QS0814.The horizontal coordinates were established by classical geodetic methods
 QS0814.and adjusted by the National Geodetic Survey in January 1998.
 QS0814
 QS0814.The orthometric height was determined by differential leveling and
 QS0814.adjusted by the NATIONAL GEODETIC SURVEY
 QS0814.in April 2000.
 QS0814
 QS0814.No vertical observational check was made to the station.
 QS0814
 QS0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0814.GEOID18 height accuracy estimate available here.
 QS0814
 QS0814.Click photographs - Photos may exist for this station.
 QS0814
 QS0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0814
 QS0814.The dynamic height is computed by dividing the NAVD 88
 QS0814.geopotential number by the normal gravity value computed on the
 QS0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0814.degrees latitude (g = 980.6199 gals.).
 QS0814
 QS0814.The modeled gravity was interpolated from observed gravity values.
 QS0814
 QS0814. The following values were computed from the NAD 83(1996) position.
 QS0814
 QS0814;                    North         East     Units Scale Factor Converg.
 QS0814;SPC SD N     -   189,235.868   555,970.921   MT  0.99997473   -0 23 56.2
 QS0814;SPC SD N     -   620,851.34  1,824,047.93   sFT  0.99997473   -0 23 56.2
 QS0814;UTM  14      - 5,043,558.693   377,908.752   MT  0.99978327   -1 06 58.0
 QS0814
 QS0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0814!SPC SD N     -   0.99990878  x   0.99997473  =   0.99988351
 QS0814!UTM  14      -   0.99990878  x   0.99978327  =   0.99969207
 QS0814
 QS0814:                Primary Azimuth Mark                     Grid Az
 QS0814:SPC SD N     -  EDINGER AZ MK                            119 15 16.7
 QS0814:UTM  14      -  EDINGER AZ MK                            119 58 18.5
 QS0814
 QS0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7790843558(NAD 83)
 QS0814
 QS0814|---------------------------------------------------------------------|
 QS0814| PID    Reference Object                     Distance      Geod. Az  |
 QS0814|                                                           dddmmss.s |
 QS0814| QS0706 MOBRIDGE CATH CH SPIRE              APPROX. 8.6 KM 0874021.6 |
 QS0814| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX.10.3 KM 0902017.5 |
 QS0814| AI2584 EDINGER RM 1                         16.480 METERS 10140     |
 QS0814| QS0705 SAKAKAWEA MONUMENT                  APPROX. 6.3 KM 1093850.7 |
 QS0814| CQ5717 EDINGER AZ MK                                      1185120.5 |
 QS0814| AI2585 EDINGER RM 2                         20.075 METERS 15756     |
 QS0814| QS0766 RED TOP GRADE SCHOOL CHIMNEY        APPROX. 6.6 KM 2133543.3 |
 QS0814|---------------------------------------------------------------------|
 QS0814
 QS0814                          SUPERSEDED SURVEY CONTROL
 QS0814
 QS0814  NAD 83(1986)-  45 32 05.49260(N)    100 33 49.32004(W) AD(       ) 1
 QS0814  NAD 27      -  45 32 05.50900(N)    100 33 47.81200(W) AD(       ) 1
 QS0814  NGVD 29 (07/19/86)  599.4    (m)         1967.     (f) VERT ANG       
 QS0814
 QS0814.Superseded values are not recommended for survey control.
 QS0814
 QS0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0814.See file dsdata.pdf to determine how the superseded data were derived.
 QS0814
 QS0814_MARKER: DS = TRIANGULATION STATION DISK
 QS0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0814_STAMPING: EDINGER 1934
 QS0814_MARK LOGO: CGS
 QS0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0814+STABILITY: SURFACE MOTION
 QS0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0814+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0814
 QS0814  HISTORY     - Date     Condition        Report By
 QS0814  HISTORY     - 1934     MONUMENTED       CGS
 QS0814  HISTORY     - 1947     GOOD             CGS
 QS0814  HISTORY     - 1952     GOOD             CGS
 QS0814  HISTORY     - 1967     GOOD             USGS
 QS0814  HISTORY     - 19990623 GOOD             NGS
 QS0814
 QS0814                          STATION DESCRIPTION
 QS0814
 QS0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0814'STATION IS ABOUT 6 MILES W OF MOBRIDGE, SOUTH DAKOTA, ON
 QS0814'U.S. GOVERNMENT INDIAN ALLOTMENT LAND ON THE NORTHEASTERLY
 QS0814'OF SEVERAL SMALL BUTTES ON A RIDGE RUNNING NE AND SW.  IT IS
 QS0814'ON THE EXTREME NW END OF THIS BUTTE, IN SEC. 9, T 18 N, R 29 E,
 QS0814'AND PROJECTS 6 INCHES.
 QS0814'
 QS0814'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QS0814'BRONZE DISKS SET IN CONCRETE.
 QS0814'
 QS0814'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND PROJECTS 4
 QS0814'INCHES.
 QS0814'
 QS0814'REFERENCE MARK NO. 2 IS SSE OF THE STATION AND PROJECTS 4
 QS0814'INCHES.
 QS0814'
 QS0814'THE AZIMUTH MARK IS ESE OF THE STATION, ON THE SE POINT OF
 QS0814'THE SAME RIDGE AND PROJECTS 4 INCHES.
 QS0814'
 QS0814'THE STATION IS REACHED FROM THE CENTER OF A LARGE STEEL
 QS0814'HIGHWAY BRIDGE OVER THE MISSOURI RIVER, WHICH IS 2-1/2 MILES SW
 QS0814'OF THE TOWN OF MOBRIDGE, BY GOING SOUTHWESTERLY ON U.S. HIGHWAY
 QS0814'12, 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 12, AND STATE
 QS0814'HIGHWAY 18, AT A LARGE CONCRETE SIGN AND POINTED SHAFT MONUMENT
 QS0814'LOCATED IN THE TRIANGULAR SPACE BETWEEN THE HIGHWAY CONNECTING
 QS0814'CURVES.  TURN RIGHT ON U.S. HIGHWAY 12, AND GO 0.1 MILE.
 QS0814'LEAVE HIGHWAY, TURN LEFT ONTO PLAIN TRACKS PARALLELING U.S.
 QS0814'HIGHWAY 12, AND GO 0.1 MILE.  CONTINUE ON MAIN TRACKS.  HERE
 QS0814'LEAVE U.S. HIGHWAY 12, AND GO WESTERLY TOWARD A COULEE 0.8
 QS0814'MILE, CROSS BRIDGE AND CONTINUE 0.2 MILE WESTERLY ON MAIN
 QS0814'TRACKS.  TAKE RIGHT FORK AND TRAVEL NORTHWESTERLY 0.7
 QS0814'MILE, TAKE RIGHT FORK AROUND OUTSIDE OF FENCE CORNER AND
 QS0814'PROCEED DUE W ALONG N SIDE OF FENCE FOR 0.4 MILE.  TURN
 QS0814'NORTHERLY ON PLAIN TRACKS (THIS POINT IS ABOUT 1/4 MILE NE
 QS0814'OF MR. EDINGERS RANCH, RENTED AND OCCUPIED BY MR. SCHMIDT)
 QS0814'AND GO 0.7 MILE, ROAD PASSES FROM PLOWED GROUND TO
 QS0814'PASTURE, TURN DUE W ALONG N SIDE OF PLOWED GROUND.
 QS0814'
 QS0814'THE STATION IS VISIBLE ABOUT 1.0 MILE W AND 1/4 MILE N OF THIS
 QS0814'POINT.  THE CORNER OF SECTIONS 9, 10, 15, AND 16, IS 0.1 MILE
 QS0814'DUE W OF THIS POINT.  GO 0.6 MILE TO 1/2 SECTION MARK BETWEEN
 QS0814'SECTIONS 9 AND 16, AND DRIVE 0.2 MILE NW TO THE SE BASE OF LOW
 QS0814'BUTTE, KEEP TO THE RIGHT AROUND BUTTE 0.1 MILE, THEN LEFT UP
 QS0814'DRAW AND ALONG RIDGE 0.2 MILE TO THE NW POINT AND THE STATION.
 QS0814'
 QS0814'A 4-FOOT STAND WILL CLEAR ALL LINES EXCEPT STATION LUTHERAN.
 QS0814'
 QS0814'A 10-FOOT STAND WILL BE NECESSARY TO CLEAR THE LINE TO THIS
 QS0814'STATION.
 QS0814
 QS0814                          STATION RECOVERY (1947)
 QS0814
 QS0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 QS0814'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THE HIGHWAY
 QS0814'HAS BEEN CHANGED AND NOW PASSES ABOUT 3/4 MILE NORTHEAST OF
 QS0814'STATION.
 QS0814'
 QS0814'FROM THE POST OFFICE IN MOBRIDGE, GO NORTH ON THE MAIN STREET
 QS0814'ABOUT ONE BLOCK.  THENCE WEST ON U.S. HIGHWAY 12, 7 MILES,
 QS0814'BEAR LEFT AND FOLLOW TRACK ROAD WEST 0.5 MILE TO END OF ROAD
 QS0814'AT NORTHWEST CORNER OF HAYFIELD.  PICK WAY WESTERLY ALONG SOUTH
 QS0814'BASE OF BUTTE TO EXTREME NORTHWEST END.  THENCE RIGHT TO HIGHEAST
 QS0814'POINT AND STATION.
 QS0814
 QS0814                          STATION RECOVERY (1952)
 QS0814
 QS0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0814'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0814'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT FOR DIRECTIONS TO
 QS0814'THE AZIMUTH MARK AND SAKAKAWEA MONUMENT.
 QS0814
 QS0814                          STATION RECOVERY (1967)
 QS0814
 QS0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0814'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 QS0814'CONDITION AS DESCRIBED.
 QS0814'
 QS0814'THE OLD DESCRIPTION IS ADEQUATE.
 QS0814'
 QS0814'STANDARD BRACED TRIPOD USED.
 QS0814
 QS0814                          STATION RECOVERY (1999)
 QS0814
 QS0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0814'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0814'MAIN STREET IN MOBRIDGE, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG STATE
 QS0814'HIGHWAY 20, 713.0 M (2339.2 FT) WEST OF MILEPOST 192, 203.2 M (666.7
 QS0814'FT) EAST OF THE HIGHWAY CENTERLINE, 172.5 M (565.9 FT) EAST OF A
 QS0814'WITNESS POST AND FENCE, 25.0 M (82.0 FT) ABOVE THE LEVEL OF THE
 QS0814'HIGHWAY, 23.0 M (75.5 FT) NORTHWEST OF REFERENCE MARK 2, 16.5 M (54.1
 QS0814'FT) WEST OF REFERENCE MARK 1, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 QS0814'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 QS0814'BILL HAYNE, BOX 152, TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2584 ***********************************************************************
 AI2584  DESIGNATION -  EDINGER RM 1
 AI2584  PID         -  AI2584
 AI2584  STATE/COUNTY-  SD/CORSON
 AI2584  COUNTRY     -  US
 AI2584  USGS QUAD   -  WAKPALA SE (2017)
 AI2584
 AI2584                         *CURRENT SURVEY CONTROL
 AI2584  ______________________________________________________________________
 AI2584* NAD 83(1986) POSITION- 45 32 05.39   (N) 100 33 48.58   (W)   HD_HELD1
 AI2584* NAVD 88 ORTHO HEIGHT -   602.247 (meters)     1975.87  (feet) ADJUSTED
 AI2584  ______________________________________________________________________
 AI2584  GEOID HEIGHT    -        -21.629 (meters)                     GEOID18
 AI2584  DYNAMIC HEIGHT  -        602.196 (meters)     1975.70  (feet) COMP
 AI2584  MODELED GRAVITY -    980,511.4   (mgal)                       NAVD 88
 AI2584
 AI2584  VERT ORDER      -  FIRST     CLASS II
 AI2584
 AI2584.The horizontal coordinates were determined by differentially corrected
 AI2584.hand held GPS observations or other comparable positioning techniques
 AI2584.and have an estimated accuracy of +/- 3 meters.
 AI2584
 AI2584.The orthometric height was determined by differential leveling and
 AI2584.adjusted by the NATIONAL GEODETIC SURVEY
 AI2584.in April 2000.
 AI2584
 AI2584.No vertical observational check was made to the station.
 AI2584
 AI2584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2584.GEOID18 height accuracy estimate available here.
 AI2584
 AI2584.Click photographs - Photos may exist for this station.
 AI2584
 AI2584.The dynamic height is computed by dividing the NAVD 88
 AI2584.geopotential number by the normal gravity value computed on the
 AI2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2584.degrees latitude (g = 980.6199 gals.).
 AI2584
 AI2584.The modeled gravity was interpolated from observed gravity values.
 AI2584
 AI2584;                    North         East    Units  Estimated Accuracy
 AI2584;SPC SD N     -   189,232.3     555,987.0     MT  (+/- 3 meters HH1 GPS) 
 AI2584
 AI2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7792443554(NAD 83)
 AI2584
 AI2584                          SUPERSEDED SURVEY CONTROL
 AI2584
 AI2584.No superseded survey control is available for this station.
 AI2584
 AI2584_MARKER: DR = REFERENCE MARK DISK
 AI2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2584_STAMPING: EDINGER NO. 1 1934
 AI2584_MARK LOGO: CGS
 AI2584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2584+STABILITY: SURFACE MOTION
 AI2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2584+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI2584
 AI2584  HISTORY     - Date     Condition        Report By
 AI2584  HISTORY     - 1934     MONUMENTED       CGS
 AI2584  HISTORY     - 19990623 GOOD             NGS
 AI2584
 AI2584                          STATION DESCRIPTION
 AI2584
 AI2584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2584'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI2584'MAIN STREET IN MOBRIDGE, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG STATE
 AI2584'HIGHWAY 20, 713.0 M (2339.2 FT) WEST OF MILEPOST 192, 219.7 M (720.8
 AI2584'FT) EAST OF THE HIGHWAY CENTERLINE, 189.0 M (620.1 FT) EAST OF A
 AI2584'WITNESS POST AND FENCE, 25.0 M (82.0 FT) ABOVE THE LEVEL OF THE
 AI2584'HIGHWAY, 17.7 M (58.1 FT) NORTH OF REFERENCE MARK 2, 16.5 M (54.1 FT)
 AI2584'EAST OF THE STATION MARK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AI2584'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AI2584'BILL HAYNE, BOX 152, TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2585 ***********************************************************************
 AI2585  DESIGNATION -  EDINGER RM 2
 AI2585  PID         -  AI2585
 AI2585  STATE/COUNTY-  SD/CORSON
 AI2585  COUNTRY     -  US
 AI2585  USGS QUAD   -  WAKPALA SE (2017)
 AI2585
 AI2585                         *CURRENT SURVEY CONTROL
 AI2585  ______________________________________________________________________
 AI2585* NAD 83(1986) POSITION- 45 32 04.90   (N) 100 33 48.97   (W)   HD_HELD1
 AI2585* NAVD 88 ORTHO HEIGHT -   602.343 (meters)     1976.19  (feet) ADJUSTED
 AI2585  ______________________________________________________________________
 AI2585  GEOID HEIGHT    -        -21.629 (meters)                     GEOID18
 AI2585  DYNAMIC HEIGHT  -        602.292 (meters)     1976.02  (feet) COMP
 AI2585  MODELED GRAVITY -    980,511.3   (mgal)                       NAVD 88
 AI2585
 AI2585  VERT ORDER      -  FIRST     CLASS II
 AI2585
 AI2585.The horizontal coordinates were determined by differentially corrected
 AI2585.hand held GPS observations or other comparable positioning techniques
 AI2585.and have an estimated accuracy of +/- 3 meters.
 AI2585
 AI2585.The orthometric height was determined by differential leveling and
 AI2585.adjusted by the NATIONAL GEODETIC SURVEY
 AI2585.in April 2000.
 AI2585
 AI2585.No vertical observational check was made to the station.
 AI2585
 AI2585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2585.GEOID18 height accuracy estimate available here.
 AI2585
 AI2585.Click photographs - Photos may exist for this station.
 AI2585
 AI2585.The dynamic height is computed by dividing the NAVD 88
 AI2585.geopotential number by the normal gravity value computed on the
 AI2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2585.degrees latitude (g = 980.6199 gals.).
 AI2585
 AI2585.The modeled gravity was interpolated from observed gravity values.
 AI2585
 AI2585;                    North         East    Units  Estimated Accuracy
 AI2585;SPC SD N     -   189,217.2     555,978.4     MT  (+/- 3 meters HH1 GPS) 
 AI2585
 AI2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7791643539(NAD 83)
 AI2585
 AI2585                          SUPERSEDED SURVEY CONTROL
 AI2585
 AI2585.No superseded survey control is available for this station.
 AI2585
 AI2585_MARKER: DR = REFERENCE MARK DISK
 AI2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2585_STAMPING: EDINGER NO. 2 1934
 AI2585_MARK LOGO: CGS
 AI2585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2585+STABILITY: SURFACE MOTION
 AI2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2585+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI2585
 AI2585  HISTORY     - Date     Condition        Report By
 AI2585  HISTORY     - 1934     MONUMENTED       CGS
 AI2585  HISTORY     - 19990623 GOOD             NGS
 AI2585
 AI2585                          STATION DESCRIPTION
 AI2585
 AI2585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2585'13.2 KM (8.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AI2585'MAIN STREET IN MOBRIDGE, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG STATE
 AI2585'HIGHWAY 20, 713.0 M (2339.2 FT) WEST OF MILEPOST 192, 218.6 M (717.2
 AI2585'FT) EAST OF THE HIGHWAY CENTERLINE, 187.9 M (616.5 FT) EAST OF A
 AI2585'FENCE, 25.0 M (82.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 23.0 M (75.5
 AI2585'FT) SOUTHEAST OF THE STATION MARK, 17.7 M (58.1 FT) SOUTH OF REFERENCE
 AI2585'MARK 1, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AI2585'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BILL HAYNE, BOX
 AI2585'152, TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0467 ***********************************************************************
 QT0467  DESIGNATION -  EDNA
 QT0467  PID         -  QT0467
 QT0467  STATE/COUNTY-  SD/HARDING
 QT0467  COUNTRY     -  US
 QT0467  USGS QUAD   -  HALEY (2018)
 QT0467
 QT0467                         *CURRENT SURVEY CONTROL
 QT0467  ______________________________________________________________________
 QT0467* NAD 83(1996) POSITION- 45 56 17.56901(N) 103 05 38.26123(W)   ADJUSTED
 QT0467* NAVD 88 ORTHO HEIGHT -   862.    (meters)     2828.    (feet) SCALED
 QT0467  ______________________________________________________________________
 QT0467  GEOID HEIGHT    -        -16.570 (meters)                     GEOID18
 QT0467  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 QT0467  HORZ ORDER      -  THIRD
 QT0467
 QT0467.The horizontal coordinates were established by classical geodetic methods
 QT0467.and adjusted by the National Geodetic Survey in January 1998.
 QT0467
 QT0467.The orthometric height was scaled from a topographic map.
 QT0467
 QT0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0467.GEOID18 height accuracy estimate available here.
 QT0467
 QT0467.Click photographs - Photos may exist for this station.
 QT0467
 QT0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0467
 QT0467. The following values were computed from the NAD 83(1996) position.
 QT0467
 QT0467;                    North         East     Units Scale Factor Converg.
 QT0467;SPC SD N     -   238,498.792   360,109.117   MT  1.00005919   -2 11 23.0
 QT0467;SPC SD N     -   782,474.79  1,181,457.99   sFT  1.00005919   -2 11 23.0
 QT0467;UTM  13      - 5,088,948.976   647,752.311   MT  0.99986838   +1 22 11.7
 QT0467
 QT0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0467!SPC SD N     -   0.99986740  x   1.00005919  =   0.99992658
 QT0467!UTM  13      -   0.99986740  x   0.99986838  =   0.99973580
 QT0467
 QT0467:                Primary Azimuth Mark                     Grid Az
 QT0467:SPC SD N     -  EDNA AZ MK                               176 51 16.0
 QT0467:UTM  13      -  EDNA AZ MK                               173 17 41.3
 QT0467
 QT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL4775288948(NAD 83)
 QT0467
 QT0467|---------------------------------------------------------------------|
 QT0467| PID    Reference Object                     Distance      Geod. Az  |
 QT0467|                                                           dddmmss.s |
 QT0467| CQ8297 EDNA RM 1                             7.227 METERS 11929     |
 QT0467| CQ8296 EDNA AZ MK                                         1743953.0 |
 QT0467| CQ8298 EDNA RM 2                             9.059 METERS 31600     |
 QT0467|---------------------------------------------------------------------|
 QT0467
 QT0467                          SUPERSEDED SURVEY CONTROL
 QT0467
 QT0467  NAD 83(1993)-  45 56 17.55710(N)    103 05 38.25901(W) AD(       ) 3
 QT0467  NAD 83(1986)-  45 56 17.55600(N)    103 05 38.25732(W) AD(       ) 3
 QT0467  NAD 27      -  45 56 17.54400(N)    103 05 36.65300(W) AD(       ) 3
 QT0467
 QT0467.Superseded values are not recommended for survey control.
 QT0467
 QT0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0467.See file dsdata.pdf to determine how the superseded data were derived.
 QT0467
 QT0467_MARKER: DS = TRIANGULATION STATION DISK
 QT0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0467_STAMPING: EDNA 1952
 QT0467_MARK LOGO: CGS
 QT0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0467+STABILITY: SURFACE MOTION
 QT0467
 QT0467  HISTORY     - Date     Condition        Report By
 QT0467  HISTORY     - 1952     MONUMENTED       CGS
 QT0467
 QT0467                          STATION DESCRIPTION
 QT0467
 QT0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0467'THE STATION IS LOCATED ABOUT 15 MILES EAST-NORTHEAST OF LUDLOW,
 QT0467'ABOUT 1/2 MILE SOUTH OF THE NORTH DAKOTA - SOUTH DAKOTA STATE
 QT0467'LINE, IN THE NE 1/4 OF SECTION 26, T 23 N, R 8 E, AT THE
 QT0467'WEST EDGE AND ON THE CREST OF A LOW, PROMINENT RIDGE, 0.1 MILE
 QT0467'EAST OF A TRACK ROAD, AND 7.5 FEET NORTHEAST OF A 4 IN X 4 IN
 QT0467'WITNESS POST.
 QT0467'
 QT0467'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN LUDLOW,
 QT0467'GO SOUTH FOR ABOUT 0.05 MILE.  THEN LEFT, EAST, ON A GRADED
 QT0467'DIRT ROAD FOR 9.35 MILE TO A CHURCH ON THE LEFT.  CONTINUE
 QT0467'EASTERLY FOR 6.05 MILE (MAIN GRADED DIRT ROAD BEARS RIGHT)
 QT0467'THEN SHARP LEFT ON A DIRT ROAD FOR 0.9 MILE TO A FORK.  THEN
 QT0467'LEFT, CONTINUE NORTHERLY, FOR 4.2 TO A CATTLE GUARD.  CONTINUE
 QT0467'NORTH FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 QT0467'NORTH FOR 0.5 MILE.  THEN BEAR RIGHT, NORTHEASTERLY, ACROSS
 QT0467'PASTURE FOR 0.15 MILE TO THE CREST OF THE RIDGE AND THE
 QT0467'STATION.
 QT0467'
 QT0467'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0467'EDNA 1952.
 QT0467'
 QT0467'REFERENCE MARK NO. 1 IS ON THE CREST OF THE RIDGE, AND 10
 QT0467'FEET SOUTH OF THE STEEP NORTH SLOPE OF THE RIDGE.  IT PROJECTS
 QT0467'4 INCHES, AND THE DISK IS STAMPED EDNA NO 1 1952.
 QT0467'
 QT0467'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE RIDGE,
 QT0467'AND ABOUT 4 FEET LOWER THAN THE STATION.  IT PROJECTS 6 INCHES,
 QT0467'AND THE DISK IS STAMPED EDNA NO 2 1952.
 QT0467'
 QT0467'THE AZIMUTH MARK IS 0.5 MILE NORTH OF A CATTLE GUARD, 23 FEET
 QT0467'WEST OF THE CENTER OF A TRACK ROAD, AND 4 FEET NORTH OF A
 QT0467'4 IN X 4 IN WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK
 QT0467'IS STAMPED EDNA 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2149 ***********************************************************************
 PU2149  DESIGNATION -  EDSON
 PU2149  PID         -  PU2149
 PU2149  STATE/COUNTY-  SD/MEADE
 PU2149  COUNTRY     -  US
 PU2149  USGS QUAD   -  AVANCE (2017)
 PU2149
 PU2149                         *CURRENT SURVEY CONTROL
 PU2149  ______________________________________________________________________
 PU2149* NAD 83(1996) POSITION- 44 58 02.11843(N) 102 10 08.87485(W)   ADJUSTED
 PU2149* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 PU2149  ______________________________________________________________________
 PU2149  GEOID HEIGHT    -        -19.192 (meters)                     GEOID18
 PU2149  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 PU2149  HORZ ORDER      -  FIRST
 PU2149
 PU2149.The horizontal coordinates were established by classical geodetic methods
 PU2149.and adjusted by the National Geodetic Survey in January 1998.
 PU2149
 PU2149.The orthometric height was scaled from a topographic map.
 PU2149
 PU2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2149.GEOID18 height accuracy estimate available here.
 PU2149
 PU2149.Click photographs - Photos may exist for this station.
 PU2149
 PU2149.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2149
 PU2149. The following values were computed from the NAD 83(1996) position.
 PU2149
 PU2149;                    North         East     Units Scale Factor Converg.
 PU2149;SPC SD N     -   128,296.184   428,904.137   MT  0.99994018   -1 32 06.6
 PU2149;SPC SD N     -   420,918.40  1,407,162.99   sFT  0.99994018   -1 32 06.6
 PU2149;UTM  13      - 4,983,211.924   723,242.979   MT  1.00021286   +2 00 05.1
 PU2149
 PU2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2149!SPC SD N     -   0.99987878  x   0.99994018  =   0.99981896
 PU2149!UTM  13      -   0.99987878  x   1.00021286  =   1.00009161
 PU2149
 PU2149:                Primary Azimuth Mark                     Grid Az
 PU2149:SPC SD N     -  EDSON AZ MK                              099 33 18.1
 PU2149:UTM  13      -  EDSON AZ MK                              096 01 06.4
 PU2149
 PU2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2324283211(NAD 83)
 PU2149
 PU2149|---------------------------------------------------------------------|
 PU2149| PID    Reference Object                     Distance      Geod. Az  |
 PU2149|                                                           dddmmss.s |
 PU2149| QT0411 FAITH ST JOSEPHS CATH CH SPIRE      APPROX.11.6 KM 0580356.4 |
 PU2149| QT0412 FAITH MUNICIPAL TANK                APPROX.11.9 KM 0584753.7 |
 PU2149| CP9244 EDSON AZ MK                                        0980111.5 |
 PU2149| CP9245 EDSON RM 1                           28.040 METERS 16843     |
 PU2149| CP9246 EDSON RM 2                           30.706 METERS 24851     |
 PU2149|---------------------------------------------------------------------|
 PU2149
 PU2149                          SUPERSEDED SURVEY CONTROL
 PU2149
 PU2149  NAD 83(1986)-  44 58 02.11000(N)    102 10 08.87432(W) AD(       ) 1
 PU2149  NAD 27      -  44 58 02.15820(N)    102 10 07.29250(W) AD(       ) 1
 PU2149
 PU2149.Superseded values are not recommended for survey control.
 PU2149
 PU2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2149.See file dsdata.pdf to determine how the superseded data were derived.
 PU2149
 PU2149_MARKER: DS = TRIANGULATION STATION DISK
 PU2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2149_STAMPING: EDSON 1938
 PU2149_MARK LOGO: CGS
 PU2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2149+STABILITY: SURFACE MOTION
 PU2149
 PU2149  HISTORY     - Date     Condition        Report By
 PU2149  HISTORY     - 1938     MONUMENTED       CGS
 PU2149  HISTORY     - 1950     GOOD             CGS
 PU2149  HISTORY     - 1962     GOOD             CGS
 PU2149
 PU2149                          STATION DESCRIPTION
 PU2149
 PU2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PU2149'STATION IS LOCATED ABOUT 7-1/2 MILES SW OF FAITH AND 0.2 MILES
 PU2149'N OF STATE ROUTE 24 ON A HIGH KNOLL.
 PU2149'
 PU2149'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PU2149'BRONZE DISKS SET IN CONCRETE.
 PU2149'
 PU2149'STATION IS REACHED AS FOLLOWS--FROM THE JOYCE HOTEL IN FAITH
 PU2149'GO W ON U.S. HIGHWAY 212 0.3 MILE, TURN LEFT (S) AND GO 1.0
 PU2149'MILE ON STATE ROUTE 73, TURN RIGHT (W) ON STATE ROUTE 24 AND GO
 PU2149'8.8 MILES, TURN RIGHT (N) ON DIM CROSS ROAD AT FENCE CORNER AT THE
 PU2149'SE ANGLE OF ROADS, BEAR A LITTLE W OF N FOR 0.2 MILE TO HIGHEST
 PU2149'GROUND IN VICINITY AND STATION.
 PU2149'
 PU2149'AZIMUTH IS ON THE STATE ROUTE 24, 1.1 MILES E OF STATION 30 FEET
 PU2149'N OF N EDGE OF ROAD.
 PU2149'
 PU2149'HEIGHT OF LIGHT ABOVE STATION MARK - 27.4 METERS.
 PU2149
 PU2149                          STATION RECOVERY (1950)
 PU2149
 PU2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2149'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED IN
 PU2149'GOOD CONDITION.  STATE HIGHWAY 24 AS REFERRED TO IN THE ORIGINAL
 PU2149'DESCRIPTION HAS BEEN ABANDONED AS A STATE HIGHWAY, AND IS NOW A
 PU2149'COUNTY ROAD HAVING NO NUMBER.  THE DISTANCES TO THE REFERENCE
 PU2149'MARKS CHECKED THE ORIGINAL DISTANCES IN FEET BUT NOT IN METERS.
 PU2149'THE CORRECT DISTANCE IN METERS WILL BE NOTED BELOW.  A
 PU2149'COMPLETE DESCRIPTION FOLLOWS.
 PU2149'
 PU2149'STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF FAITH, ON A GRASS-COVERED
 PU2149'KNOLL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT
 PU2149'IS ABOUT 110 YARDS WEST OF A TELEPHONE LINE AND 7 FEET SOUTHWEST
 PU2149'OF A WITNESS POST.
 PU2149'
 PU2149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2149'STATE HIGHWAY 73 IN FAITH.  GO SOUTH ON HIGHWAY 73 FOR 1.0 MILE
 PU2149'TO A T-ROAD RIGHT.  (FORMERLY STATE HIGHWAY 24) TURN RIGHT AND GO
 PU2149'WEST, SOUTH AND WEST ON THE MAIN COUNTY ROAD FOR 7.8 MILES TO THE
 PU2149'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 1.0 MILE TO A DIM
 PU2149'CROSSROADS AT A GATE ON THE LEFT.  TURN RIGHT AND GO NORTHERLY
 PU2149'ON A TRACK ROAD FOR 0.15 MILE TO THE STATION.
 PU2149'
 PU2149'STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED EDSON 1938.
 PU2149'
 PU2149'REFERENCE MARK NO. 1 IS 100 FEET SOUTHEAST OF THE WITNESS POST.
 PU2149'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EDSON NO 1
 PU2149'1938.
 PU2149'
 PU2149'REFERENCE MARK NO. 2 IS 95 FEET SOUTHWEST OF THE WITNESS POST.
 PU2149'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EDSON NO 2
 PU2149'1938.
 PU2149'
 PU2149'THE AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF THE ROAD, AND
 PU2149'3 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 PU2149'THE DISK IS STAMPED EDSON 1938.
 PU2149'
 PU2149'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 PU2149'CONCRETE POSTS.
 PU2149'
 PU2149'HEIGHT OF LIGHT-23 METERS
 PU2149
 PU2149                          STATION RECOVERY (1962)
 PU2149
 PU2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2149'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PU2149'RECOVERED, ALL MARKS WERE FOUND AS DESCRIBED AND WERE IN GOOD
 PU2149'CONDITION.  A DISCREPANCY IN THE MEASUREMENT OF REFERENCE MARKS
 PU2149'1 AND 2, AND A DIFFERENCE IN THE DIRECTION OF THE AZIMUTH MARK
 PU2149'NECESSITATING A COMPLETE DESCRIPTION AS FOLLOWS.
 PU2149'
 PU2149'STATION IS LOCATED ON THE SUMMIT OF A BARE, ROUND TOPPED HILL THAT
 PU2149'IS THE HIGHEST IN THE VICINITY.  ABOUT 7-1/2 MILES WEST OF FAITH,
 PU2149'0.15 MILE NORTH OF AN ABANDONED GRAVELED ROAD.  ON THE BORDERS
 PU2149'OF SECTIONS 28 AND 33, T 12 N, R 16 E.
 PU2149'
 PU2149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2149'STATE HIGHWAY 73 IN THE WEST EDGE OF FAITH, GO WEST ON U.S.
 PU2149'HIGHWAY 212 FOR 8.0 MILES TO A GRAVELED SIDE ROAD LEFT, AND A
 PU2149'SIGN AVANCE.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 4.1
 PU2149'MILES TO A SECTION LINE ROAD AND WIRE GATE ON THE LEFT, TURN
 PU2149'LEFT THRU WIRE GATE AND GO EAST ON A DIM TRACK SECTION LINE ROAD
 PU2149'FOR 2.0 MILES TO A NORTH-SOUTH SECTION LINE AND A SIDE ROAD
 PU2149'RIGHT**.  TURN LEFT AND GO NORTH-NORTHWEST FOR 0.15 MILES TO THE
 PU2149'SUMMIT OF A LOW ROUND TOPPED HILL AND STATION AS DESCRIBED.
 PU2149'
 PU2149'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 12-INCH
 PU2149'SQUARE CONCRETE MONUMENTS.
 PU2149'
 PU2149'STATION MARK IS 8 FEET NORTHWEST OF A METAL WITNESS POST AND
 PU2149'SIGN.  IT IS STAMPED--EDSON 1938 AND PROJECTS 5 INCHES ABOVE THE
 PU2149'GROUND SURFACE.
 PU2149'
 PU2149'R.M. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED--EDSON
 PU2149'NO 1 1938 AND PROJECTS 6 INCHES.
 PU2149'
 PU2149'R.M. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED--EDSON
 PU2149'NO 2 1938 AND PROJECTS 4 INCHES.
 PU2149'
 PU2149'**TO REACH THE AZIMUTH MARK, CONTINUE EAST ON SECTION LINE
 PU2149'TRACK ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT, 38
 PU2149'FEET NORTH OF THE CENTER OF A SECTION LINE ROAD AND 3 FEET WEST
 PU2149'OF A 4 X 4 WOODEN WITNESS POST.  IT IS STAMPED--EDSON 1938 AND
 PU2149'PROJECTS 3 INCHES.
 PU2149'
 PU2149'NO SUITABLE PICTURE POINT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2377 ***********************************************************************
 PU2377  DESIGNATION -  EDWARDS SECONDARY
 PU2377  PID         -  PU2377
 PU2377  STATE/COUNTY-  SD/LAWRENCE
 PU2377  COUNTRY     -  US
 PU2377  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2377
 PU2377                         *CURRENT SURVEY CONTROL
 PU2377  ______________________________________________________________________
 PU2377* NAD 83(1996) POSITION- 44 30 05.69641(N) 103 58 33.68506(W)   ADJUSTED
 PU2377* NAVD 88 ORTHO HEIGHT -  1376.9   (meters)     4517.    (feet) VERTCON3
 PU2377  ______________________________________________________________________
 PU2377  GEOID HEIGHT    -        -14.380 (meters)                     GEOID18
 PU2377  LAPLACE CORR    -         -4.91  (seconds)                    DEFLEC18
 PU2377  HORZ ORDER      -  THIRD
 PU2377
 PU2377.The horizontal coordinates were established by classical geodetic methods
 PU2377.and adjusted by the National Geodetic Survey in January 1998.
 PU2377
 PU2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2377
 PU2377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2377.GEOID18 height accuracy estimate available here.
 PU2377
 PU2377.Click photographs - Photos may exist for this station.
 PU2377
 PU2377.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2377
 PU2377. The following values were computed from the NAD 83(1996) position.
 PU2377
 PU2377;                    North         East     Units Scale Factor Converg.
 PU2377;SPC SD N     -    82,020.682   283,929.039   MT  0.99998482   -2 48 50.3
 PU2377;SPC SD N     -   269,096.19    931,523.86   sFT  0.99998482   -2 48 50.3
 PU2377;UTM  13      - 4,928,094.822   581,401.699   MT  0.99968149   +0 43 04.0
 PU2377
 PU2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2377!SPC SD N     -   0.99978641  x   0.99998482  =   0.99977123
 PU2377!UTM  13      -   0.99978641  x   0.99968149  =   0.99946797
 PU2377
 PU2377:                Primary Azimuth Mark                     Grid Az
 PU2377:SPC SD N     -  SAND                                     265 05 01.7
 PU2377:UTM  13      -  SAND                                     261 33 07.4
 PU2377
 PU2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8140128094(NAD 83)
 PU2377
 PU2377|---------------------------------------------------------------------|
 PU2377| PID    Reference Object                     Distance      Geod. Az  |
 PU2377|                                                           dddmmss.s |
 PU2377| PV0475 SAND                                APPROX.12.5 KM 2621611.4 |
 PU2377|---------------------------------------------------------------------|
 PU2377
 PU2377                          SUPERSEDED SURVEY CONTROL
 PU2377
 PU2377  NAD 83(1993)-  44 30 05.69550(N)    103 58 33.68688(W) AD(       ) 3
 PU2377  NAD 83(1986)-  44 30 05.68911(N)    103 58 33.67933(W) AD(       ) 3
 PU2377  NAD 27      -  44 30 05.74338(N)    103 58 31.91807(W) AD(       ) 3
 PU2377  NGVD 29 (07/19/86) 1376.3    (m)         4515.     (f) VERT ANG       
 PU2377
 PU2377.Superseded values are not recommended for survey control.
 PU2377
 PU2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2377.See file dsdata.pdf to determine how the superseded data were derived.
 PU2377
 PU2377_MARKER: H = DRILL HOLE
 PU2377_SETTING: 66 = SET IN ROCK OUTCROP
 PU2377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2377+STABILITY: POSITION/ELEVATION WELL
 PU2377
 PU2377  HISTORY     - Date     Condition        Report By
 PU2377  HISTORY     - UNK      MONUMENTED       USGS
 PU2377  HISTORY     - 1957     GOOD             CGS
 PU2377
 PU2377                          STATION DESCRIPTION
 PU2377
 PU2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PU2377'STATION IS LOCATED IN LAWRENCE COUNTY, SOUTH DAKOTA, ON THE NORTHERN
 PU2377'PART OF A TIMBERED RIDGE WHICH IS CLEAR ON THE TOP.  IT IS ABOUT 2.5
 PU2377'MI. NW. OF CROW PEAK AND ABOUT 1.0 MI. N. AND 5.0 MI. W. OF SPEARFISH,
 PU2377'SOUTH DAKOTA.  IT IS ALSO LOCATED IN ABOUT SEC. 11, R 1 E, T 6 N,
 PU2377'STATION SET ABOUT 160 FT. S. OF THE HIGHEST POINT.
 PU2377'
 PU2377'STATION MARK--DRILL HOLE IN A ROCK FLUSH WITH THE GROUND.
 PU2377'
 PU2377'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0952 ***********************************************************************
 PR0952  DESIGNATION -  EGAN
 PR0952  PID         -  PR0952
 PR0952  STATE/COUNTY-  SD/MOODY
 PR0952  COUNTRY     -  US
 PR0952  USGS QUAD   -  FLANDREAU (2017)
 PR0952
 PR0952                         *CURRENT SURVEY CONTROL
 PR0952  ______________________________________________________________________
 PR0952* NAD 83(1996) POSITION- 44 00 25.65106(N) 096 35 14.19457(W)   ADJUSTED
 PR0952* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 PR0952  ______________________________________________________________________
 PR0952  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 PR0952  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 PR0952  HORZ ORDER      -  THIRD
 PR0952
 PR0952.The horizontal coordinates were established by classical geodetic methods
 PR0952.and adjusted by the National Geodetic Survey in January 1998.
 PR0952
 PR0952.The orthometric height was scaled from a topographic map.
 PR0952
 PR0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0952.GEOID18 height accuracy estimate available here.
 PR0952
 PR0952.Click photographs - Photos may exist for this station.
 PR0952
 PR0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0952
 PR0952. The following values were computed from the NAD 83(1996) position.
 PR0952
 PR0952;                    North         East     Units Scale Factor Converg.
 PR0952;SPC SD S     -   192,719.923   900,298.103   MT  0.99992985   +2 35 03.2
 PR0952;SPC SD S     -   632,281.95  2,953,728.03   sFT  0.99992985   +2 35 03.2
 PR0952;UTM  14      - 4,875,494.372   693,416.897   MT  1.00006013   +1 40 36.3
 PR0952
 PR0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0952!SPC SD S     -   0.99992392  x   0.99992985  =   0.99985377
 PR0952!UTM  14      -   0.99992392  x   1.00006013  =   0.99998404
 PR0952
 PR0952:                Primary Azimuth Mark                     Grid Az
 PR0952:SPC SD S     -  EGAN AZ MK                               268 05 12.9
 PR0952:UTM  14      -  EGAN AZ MK                               268 59 39.8
 PR0952
 PR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9341675494(NAD 83)
 PR0952
 PR0952|---------------------------------------------------------------------|
 PR0952| PID    Reference Object                     Distance      Geod. Az  |
 PR0952|                                                           dddmmss.s |
 PR0952| CO8449 EGAN RM 1                            29.757 METERS 07314     |
 PR0952| CO8448 EGAN AZ MK                                         2704016.1 |
 PR0952| CO8450 EGAN RM 2                            31.602 METERS 28922     |
 PR0952| PR0954 FLANDREAU INDIAN SCHOOL TANK        APPROX. 6.1 KM 3541412.4 |
 PR0952| PR0953 FLANDREAU MUNICIPAL TANK            APPROX. 4.8 KM 3592051.7 |
 PR0952|---------------------------------------------------------------------|
 PR0952
 PR0952                          SUPERSEDED SURVEY CONTROL
 PR0952
 PR0952  NAD 83(1986)-  44 00 25.65288(N)    096 35 14.17368(W) AD(       ) 3
 PR0952  NAD 27      -  44 00 25.75800(N)    096 35 13.00800(W) AD(       ) 3
 PR0952
 PR0952.Superseded values are not recommended for survey control.
 PR0952
 PR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0952.See file dsdata.pdf to determine how the superseded data were derived.
 PR0952
 PR0952_MARKER: DS = TRIANGULATION STATION DISK
 PR0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0952_STAMPING: EGAN 1949
 PR0952_MARK LOGO: CGS
 PR0952_PROJECTION: FLUSH
 PR0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0952+STABILITY: SURFACE MOTION
 PR0952
 PR0952  HISTORY     - Date     Condition        Report By
 PR0952  HISTORY     - 1949     MONUMENTED       CGS
 PR0952  HISTORY     - 19900730 MARK NOT FOUND   NGS
 PR0952
 PR0952                          STATION DESCRIPTION
 PR0952
 PR0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0952'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF FLANDREAU,
 PR0952'IN THE NORTHEAST CORNER OF THE FLANDREAU MUNICIPAL AIRFIELD.
 PR0952'IT IS 144 FEET WEST OF THE CENTERLINE OF THE NORTH AND SOUTH
 PR0952'ROAD, 83 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 34 AND 37
 PR0952'FEET WEST-SOUTHWEST OF A POWERLINE POLE.  THE MARK IS FLUSH
 PR0952'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED EGAN
 PR0952'1949.
 PR0952'
 PR0952'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF THE CENTERLINE OF
 PR0952'THE NORTH AND SOUTH ROAD, 52 FEET SOUTH OF THE CENTERLINE OF
 PR0952'HIGHWAY 34 AND 1 FOOT WEST OF A TELEPHONE POLE.  THE MARK
 PR0952'PROJECTS 6 INCHES AND THE DISK IS STAMPED EGAN NO 1 1949.
 PR0952'
 PR0952'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF THE CENTERLINE OF
 PR0952'HIGHWAY 34 AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 PR0952'6 INCHES AND THE DISK IS STAMPED EGAN NO 2 1949.
 PR0952'
 PR0952'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 53 FEET
 PR0952'SOUTH OF THE CENTERLINE OF HIGHWAY 34 AND 1 FOOT EAST OF A
 PR0952'T-FENCE CORNER.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 PR0952'GROUND AND THE DISK IS STAMPED EGAN 1949.
 PR0952'
 PR0952'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 PR0952'13 IN FLANDREAU, GO SOUTH, EAST AND SOUTH ON HIGHWAY 13 FOR
 PR0952'3.3 MILES TO CROSSROADS AND THE STATION IN THE SOUTHWEST ANGLE
 PR0952'OF INTERSECTION.
 PR0952'
 PR0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 PR0952'34 0.5 MILE TO THE MARK ON THE LEFT.
 PR0952'
 PR0952'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PR0952
 PR0952                          STATION RECOVERY (1990)
 PR0952
 PR0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0952'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1015 ***********************************************************************
 PT1015  DESIGNATION -  EHLERS RESET
 PT1015  PID         -  PT1015
 PT1015  STATE/COUNTY-  SD/LYMAN
 PT1015  COUNTRY     -  US
 PT1015  USGS QUAD   -  FORT GEORGE BUTTE SW (2017)
 PT1015
 PT1015                         *CURRENT SURVEY CONTROL
 PT1015  ______________________________________________________________________
 PT1015* NAD 83(1996) POSITION- 44 04 04.95233(N) 100 09 04.53756(W)   ADJUSTED
 PT1015* NAVD 88 ORTHO HEIGHT -   640.4   (meters)     2101.    (feet) VERTCON3
 PT1015  ______________________________________________________________________
 PT1015  GEOID HEIGHT    -        -24.417 (meters)                     GEOID18
 PT1015  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 PT1015  HORZ ORDER      -  FIRST
 PT1015
 PT1015.The horizontal coordinates were established by classical geodetic methods
 PT1015.and adjusted by the National Geodetic Survey in January 1998.
 PT1015
 PT1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1015
 PT1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1015.GEOID18 height accuracy estimate available here.
 PT1015
 PT1015.Click photographs - Photos may exist for this station.
 PT1015
 PT1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1015
 PT1015. The following values were computed from the NAD 83(1996) position.
 PT1015
 PT1015;                    North         East     Units Scale Factor Converg.
 PT1015;SPC SD S     -   192,730.776   614,585.753   MT  0.99993763   +0 07 32.2
 PT1015;SPC SD S     -   632,317.55  2,016,353.42   sFT  0.99993763   +0 07 32.2
 PT1015;UTM  14      - 4,880,074.465   407,804.056   MT  0.99970454   -0 48 02.8
 PT1015
 PT1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1015!SPC SD S     -   0.99990342  x   0.99993763  =   0.99984106
 PT1015!UTM  14      -   0.99990342  x   0.99970454  =   0.99960799
 PT1015
 PT1015:                Primary Azimuth Mark                     Grid Az
 PT1015:SPC SD S     -  EHLERS AZ MK                             045 01 41.4
 PT1015:UTM  14      -  EHLERS AZ MK                             045 57 16.4
 PT1015
 PT1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP0780480074(NAD 83)
 PT1015
 PT1015|---------------------------------------------------------------------|
 PT1015| PID    Reference Object                     Distance      Geod. Az  |
 PT1015|                                                           dddmmss.s |
 PT1015| AH8529 EHLERS AZ MK                                       0450913.6 |
 PT1015| CQ5721 EHLERS RM 1                          15.142 METERS 13112     |
 PT1015| CQ5722 EHLERS RM 2                          21.642 METERS 27328     |
 PT1015|---------------------------------------------------------------------|
 PT1015
 PT1015                          SUPERSEDED SURVEY CONTROL
 PT1015
 PT1015  NAD 83(1986)-  44 04 04.94916(N)    100 09 04.54106(W) AD(       ) 1
 PT1015  NAD 27      -  44 04 04.99900(N)    100 09 03.09000(W) AD(       ) 1
 PT1015  NGVD 29 (07/19/86)  640.0    (m)         2100.     (f) VERT ANG       
 PT1015
 PT1015.Superseded values are not recommended for survey control.
 PT1015
 PT1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1015.See file dsdata.pdf to determine how the superseded data were derived.
 PT1015
 PT1015_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1015_STAMPING: EHLERS 1934 1982
 PT1015_MARK LOGO: NGS
 PT1015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1015+STABILITY: SURFACE MOTION
 PT1015
 PT1015  HISTORY     - Date     Condition        Report By
 PT1015  HISTORY     - 1982     MONUMENTED       NGS
 PT1015
 PT1015                          STATION DESCRIPTION
 PT1015
 PT1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT1015'THE AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PT1015'THE SURFACE STATION MARK HAD BEEN HIT AND TIPPED AND BROKEN.  THE
 PT1015'UNDERGROUND MARK WAS RECOVERED AND A NEW SURFACE MARK WAS SET.
 PT1015'DISTANCES TO REFERENCE MARKS 1 AND 2 WERE NOTED TO BE 0.024 M (0.079
 PT1015'FT) LONGER AND 0.054 M (0.177 FT) SHORTER, RESPECTIVELY. DIRECTIONS
 PT1015'VARIED BY 3 MINUTES, 45 SECONDS AND 9 MINUTES, 41 SECONDS,
 PT1015'RESPECTIVELY.  THE ROUTE TO THE STATION HAS CHANGED AND NEW
 PT1015'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 37 KM (23.00
 PT1015'MI) SOUTH-SOUTHEAST OF FORT PIERRE AND 19.3 KM (12.00 MI)
 PT1015'NORTH-NORTHWEST OF PRESHO, ON A PROMINENT KNOLL, SURROUNDED BY
 PT1015'CULTIVATED FIELDS.  TO REACH THE STATION FROM THE POST OFFICE IN
 PT1015'PRESHO, GO NORTH ON MAIN STREET TO THE EDGE OF TOWN, WHERE MAIN STREET
 PT1015'RUNS INTO AN ASPHALT ROAD, FOR 9.8 KM (6.10 MI) TO THE END OF THE
 PT1015'ASPHALT ROAD AT A CURVE.  FOLLOW MAIN GRAVELED ROAD WEST FOR 1.0 KM
 PT1015'(0.60 MI) TO WHERE MAIN ROAD TURNS NORTH.  CONTINUE NORTH ON MAIN
 PT1015'GRAVELED ROAD FOR 6.9 KM (4.30 MI) TO TALL MAST ON THE RIGHT. CONTINUE
 PT1015'NORTH ON THE GRAVELED ROAD FOR 1.4 KM (0.85 MI) TO A BLADED SIDE ROAD
 PT1015'LEFT.  TURN LEFT AND FOLLOW THE BLADED DIRT ROAD WEST FOR 4.8 KM (3.00
 PT1015'MI) TO A CROSSROAD LEAVE THE ROAD AND GO NORTHWEST ACROSS A CULTIVATED
 PT1015'FIELD FOR 0.5 KM (0.30 MI) TO TOP OF HILL AND STATION.  THE STATION IS
 PT1015'A STANDARD NGS DISK STAMPED EHLERS 1934 1982 SET INTO THE TOP OF A
 PT1015'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTED 6
 PT1015'INCHES (15 CM) ABOVE THE GROUND.  LOCATED IN A GRASS AND WEED COVERED
 PT1015'AREA, SURROUNDED BY CULTIVATED LAND.  LOCATED 9.1 METERS (29.9 FT) W
 PT1015'FROM THE WEST EDGE OF A CULTIVATED FIELD. 0.34 METERS (1.12 FT) S FROM
 PT1015'A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 PT1015'STAMPED EHLERS NO 1 1934 SET INTO THE TOP OF A SQUARE CONCRETE
 PT1015'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 2 INCHES (5 CM)ABOVE
 PT1015'THE GROUND.  LOCATED 1.2 METERS (3.9 FT) W FROM THE WEST EDGE OF A
 PT1015'CULTIVATED FIELD.  0.30 METERS (0.98 FT) N FROM A METAL WITNESS POST,
 PT1015'AND 1 FEET, (0.3 M) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A
 PT1015'STANDARD CGS DISK STAMPED EHLERS NO 2 1934 SET INTO THE TOP OF A
 PT1015'SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 2
 PT1015'INCHES (5 CM) ABOVE THE GROUND.  LOCATED 0.9 METERS (3.0 FT) E FROM
 PT1015'THE WEST EDGE OF GRASS AND WEED COVERED AREA.  0.30 METERS (0.98 FT) S
 PT1015'FROM A METAL WITNESS POST, 2 FEET (0.6 M) LOWER THAN THE STATION.
 PT1015'AZIMUTH MARK NO.  1 IS A STANDARD CGS DISK STAMPED EHLERS AZIMUTH 1934
 PT1015'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES, 30 CM, IN
 PT1015'DIAMETER RECESSED 8 INCHES, 20 CM,BELOW GROUND. THE MARK HAS A
 PT1015'REFERENCE MARK DISK.  LOCATED 23.6 METERS (77.4 FT) S FROM A FENCE
 PT1015'CORNER.  11.3 METERS (37.1 FT) W FROM THE CENTER OF THE ROAD.  0.55
 PT1015'METERS (1.80 FT) N FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH
 PT1015'MARK FORM THE LAST CROSSROAD MENTIONED ABOVE, GO NORTH ON BLADED DIRT
 PT1015'ROAD FOR 0.8 KM (0.50 MI) TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1174 ***********************************************************************
 PT1174  DESIGNATION -  EIDE
 PT1174  PID         -  PT1174
 PT1174  STATE/COUNTY-  SD/HAAKON
 PT1174  COUNTRY     -  US
 PT1174  USGS QUAD   -  GRINDSTONE (2017)
 PT1174
 PT1174                         *CURRENT SURVEY CONTROL
 PT1174  ______________________________________________________________________
 PT1174* NAD 83(1996) POSITION- 44 08 25.74395(N) 101 52 58.10671(W)   ADJUSTED
 PT1174* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 PT1174  ______________________________________________________________________
 PT1174  GEOID HEIGHT    -        -20.276 (meters)                     GEOID18
 PT1174  LAPLACE CORR    -         -8.60  (seconds)                    DEFLEC18
 PT1174  HORZ ORDER      -  SECOND
 PT1174
 PT1174.The horizontal coordinates were established by classical geodetic methods
 PT1174.and adjusted by the National Geodetic Survey in January 1998.
 PT1174
 PT1174.The orthometric height was scaled from a topographic map.
 PT1174
 PT1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1174.GEOID18 height accuracy estimate available here.
 PT1174
 PT1174.Click photographs - Photos may exist for this station.
 PT1174
 PT1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1174
 PT1174. The following values were computed from the NAD 83(1996) position.
 PT1174
 PT1174;                    North         East     Units Scale Factor Converg.
 PT1174;SPC SD S     -   201,920.108   476,029.792   MT  0.99994836   -1 04 08.1
 PT1174;SPC SD S     -   662,466.22  1,561,774.41   sFT  0.99994836   -1 04 08.1
 PT1174;UTM  14      - 4,891,517.896   269,416.479   MT  1.00025396   -2 00 30.7
 PT1174
 PT1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1174!SPC SD S     -   0.99988129  x   0.99994836  =   0.99982965
 PT1174!UTM  14      -   0.99988129  x   1.00025396  =   1.00013522
 PT1174
 PT1174:                Primary Azimuth Mark                     Grid Az
 PT1174:SPC SD S     -  EIDE AZ MK                               099 31 01.0
 PT1174:UTM  14      -  EIDE AZ MK                               100 27 23.6
 PT1174
 PT1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6941691517(NAD 83)
 PT1174
 PT1174|---------------------------------------------------------------------|
 PT1174| PID    Reference Object                     Distance      Geod. Az  |
 PT1174|                                                           dddmmss.s |
 PT1174| CP9254 EIDE AZ MK                                         0982652.9 |
 PT1174| CP9255 EIDE RM 1                            10.923 METERS 17347     |
 PT1174| CP9256 EIDE RM 2                            11.782 METERS 27919     |
 PT1174|---------------------------------------------------------------------|
 PT1174
 PT1174                          SUPERSEDED SURVEY CONTROL
 PT1174
 PT1174  NAD 83(1986)-  44 08 25.73639(N)    101 52 58.10870(W) AD(       ) 2
 PT1174  NAD 27      -  44 08 25.78480(N)    101 52 56.57860(W) AD(       ) 2
 PT1174
 PT1174.Superseded values are not recommended for survey control.
 PT1174
 PT1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1174.See file dsdata.pdf to determine how the superseded data were derived.
 PT1174
 PT1174_MARKER: DS = TRIANGULATION STATION DISK
 PT1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1174_STAMPING: EIDE 1950
 PT1174_MARK LOGO: CGS
 PT1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1174+STABILITY: SURFACE MOTION
 PT1174
 PT1174  HISTORY     - Date     Condition        Report By
 PT1174  HISTORY     - 1950     MONUMENTED       CGS
 PT1174  HISTORY     - 1961     GOOD             CGS
 PT1174
 PT1174                          STATION DESCRIPTION
 PT1174
 PT1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1174'STATION IS LOCATED ABOUT 11 MILES WEST AND 7 MILES NORTH OF
 PT1174'PHILIP AND ABOUT 4 MILES EAST OF GRINDSTONE POST OFFICE, ON
 PT1174'LAND OWNED BY MR. K. EIDE.  IT IS ON THE SUMMIT OF A LOW GRASSY
 PT1174'KNOLL, AND 10 FEET SOUTH OF A WHITE WITNESS POST.
 PT1174'
 PT1174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 PT1174'14 AND STATE HIGHWAY NO. 73 IN PHILIP, GO WEST ON GRAVELED
 PT1174'ROAD FOR 6.35 MILE TO A CROSSROADS.  TURN RIGHT AND GO NORTH
 PT1174'AND WEST ON MAIN TRAVELED ROAD FOR 5.05 MILES TO A T-INTERSECTION.
 PT1174'TURN RIGHT AND GO NORTH FOR 2.05 MILES TO A T-ROAD LEFT.
 PT1174'TURN LEFT AND GO WEST FOR 1.05 MILES TO A T-ROAD RIGHT.  TURN
 PT1174'RIGHT AND GO NORTH FOR 2.0 MILES TO A T-ROAD LEFT.  TURN LEFT
 PT1174'AND GO WEST FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PT1174'CONTINUE WEST FOR 0.15 MILE TO A GATE ON THE RIGHT AND A
 PT1174'TRACK ROAD LEADING INTO A MEADOW.  PASS THROUGH GATE AND
 PT1174'FOLLOW TRACK ROAD WEST AND NORTHWEST FOR 0.25 MILE TO
 PT1174'SUMMIT OF KNOLL AND STATION ON HIGHEST POINT.
 PT1174'
 PT1174'THE STATION MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 PT1174'STAMPED EIDE 1950.
 PT1174'
 PT1174'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER IN ELEVATION THAN
 PT1174'THE STATION MARK.  THE MARK PROJECTS ABOUT 4 INCHES, AND THE
 PT1174'DISK IS STAMPED EIDE 1950 NO 1.
 PT1174'
 PT1174'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 PT1174'STATION MARK.  THE MARK PROJECTS ABOUT 4 INCHES, AND THE DISK
 PT1174'IS STAMPED EIDE 1950 NO 2.
 PT1174'
 PT1174'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 PT1174'2 FEET EAST OF A WITNESS POST, AND 6 INCHES SOUTH OF A BARBED
 PT1174'WIRE FENCE.  THE MARK PROJECTS ABOUT 10 INCHES, AND THE DISK
 PT1174'IS STAMPED EIDE 1950.
 PT1174'
 PT1174'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1174'CONCRETE CYLINDERS.
 PT1174
 PT1174                          STATION RECOVERY (1961)
 PT1174
 PT1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1174'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 PT1174'MARK 2 WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD
 PT1174'CONDITION.
 PT1174'
 PT1174'THE DIRECTIONS TO THE MARKS WERE CHECKED AND FOUND TO BE
 PT1174'CORRECT, BUT SHORTER DISTANCES WERE FOUND TO THE REFERENCE
 PT1174'MARKS.
 PT1174'
 PT1174'THE 1950 ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
 PT1174'
 PT1174'A METAL WITNESS SIGN WAS ATTACHED TO THE WOODEN WITNESS POST.
 PT1174'
 PT1174'THE STATION IS SITUATED IN THE SW 1/4 OF SEC. 7, T 2 N, R 19
 PT1174'E, UPON PROPERTY OWNED BY MR. K. EIDE.
 PT1174'
 PT1174'OBSERVATIONS WERE MADE FROM A WOODEN TRIPOD 4 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1226 ***********************************************************************
 PU1226  DESIGNATION -  EIGHT MILE
 PU1226  PID         -  PU1226
 PU1226  STATE/COUNTY-  SD/BUTTE
 PU1226  COUNTRY     -  US
 PU1226  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1226
 PU1226                         *CURRENT SURVEY CONTROL
 PU1226  ______________________________________________________________________
 PU1226* NAD 83(1986) POSITION- 44 43 16.     (N) 103 10 05.     (W)   SCALED
 PU1226* NAVD 88 ORTHO HEIGHT -   895.525 (meters)     2938.07  (feet) ADJUSTED
 PU1226  ______________________________________________________________________
 PU1226  GEOID HEIGHT    -        -16.948 (meters)                     GEOID18
 PU1226  DYNAMIC HEIGHT  -        895.292 (meters)     2937.30  (feet) COMP
 PU1226  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1226
 PU1226  VERT ORDER      -  SECOND    CLASS 0
 PU1226
 PU1226.The horizontal coordinates were scaled from a map and have
 PU1226.an estimated accuracy of +/- 6 seconds.
 PU1226
 PU1226.The orthometric height was determined by differential leveling and
 PU1226.adjusted by the NATIONAL GEODETIC SURVEY
 PU1226.in June 1991.
 PU1226
 PU1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1226.GEOID18 height accuracy estimate available here.
 PU1226
 PU1226.Click photographs - Photos may exist for this station.
 PU1226
 PU1226.The dynamic height is computed by dividing the NAVD 88
 PU1226.geopotential number by the normal gravity value computed on the
 PU1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1226.degrees latitude (g = 980.6199 gals.).
 PU1226
 PU1226.The modeled gravity was interpolated from observed gravity values.
 PU1226
 PU1226;                    North         East    Units  Estimated Accuracy
 PU1226;SPC SD N     -   103,560.      349,080.      MT  (+/- 180 meters Scaled)
 PU1226
 PU1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK450536(NAD 83)
 PU1226
 PU1226                          SUPERSEDED SURVEY CONTROL
 PU1226
 PU1226  NGVD 29 (??/??/92)  895.034  (m)         2936.46   (f) ADJ UNCH    2 0
 PU1226
 PU1226.Superseded values are not recommended for survey control.
 PU1226
 PU1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1226.See file dsdata.pdf to determine how the superseded data were derived.
 PU1226
 PU1226_MARKER: DS = TRIANGULATION STATION DISK
 PU1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1226_STAMPING: EIGHT MILE 1950
 PU1226_MARK LOGO: CGS
 PU1226_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1226+STABILITY: SURFACE MOTION
 PU1226
 PU1226  HISTORY     - Date     Condition        Report By
 PU1226  HISTORY     - 1950     MONUMENTED       CGS
 PU1226  HISTORY     - 1963     GOOD             CGS
 PU1226
 PU1226                          STATION DESCRIPTION
 PU1226
 PU1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1226'13.6 MI E FROM NEWELL.
 PU1226'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1226'AT NEWELL, THENCE 12.1 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU1226'0.3 MILE SOUTH ACROSS A PASTURE, ON THE TOP OF A RIDGE, ABOUT
 PU1226'0.2 MILE NORTHWEST OF THE HIGHEST POINT OF THE RIDGE, 8.0 FEET
 PU1226'WEST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 PU1226'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1228 ***********************************************************************
 PU1228  DESIGNATION -  EIGHT MILE RM 1
 PU1228  PID         -  PU1228
 PU1228  STATE/COUNTY-  SD/BUTTE
 PU1228  COUNTRY     -  US
 PU1228  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1228
 PU1228                         *CURRENT SURVEY CONTROL
 PU1228  ______________________________________________________________________
 PU1228* NAD 83(1986) POSITION- 44 43 16.     (N) 103 10 05.     (W)   SCALED
 PU1228* NAVD 88 ORTHO HEIGHT -   895.529 (meters)     2938.08  (feet) ADJUSTED
 PU1228  ______________________________________________________________________
 PU1228  GEOID HEIGHT    -        -16.948 (meters)                     GEOID18
 PU1228  DYNAMIC HEIGHT  -        895.296 (meters)     2937.32  (feet) COMP
 PU1228  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1228
 PU1228  VERT ORDER      -  SECOND    CLASS 0
 PU1228
 PU1228.The horizontal coordinates were scaled from a map and have
 PU1228.an estimated accuracy of +/- 6 seconds.
 PU1228
 PU1228.The orthometric height was determined by differential leveling and
 PU1228.adjusted by the NATIONAL GEODETIC SURVEY
 PU1228.in June 1991.
 PU1228
 PU1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1228.GEOID18 height accuracy estimate available here.
 PU1228
 PU1228.Click photographs - Photos may exist for this station.
 PU1228
 PU1228.The dynamic height is computed by dividing the NAVD 88
 PU1228.geopotential number by the normal gravity value computed on the
 PU1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1228.degrees latitude (g = 980.6199 gals.).
 PU1228
 PU1228.The modeled gravity was interpolated from observed gravity values.
 PU1228
 PU1228;                    North         East    Units  Estimated Accuracy
 PU1228;SPC SD N     -   103,560.      349,080.      MT  (+/- 180 meters Scaled)
 PU1228
 PU1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK450536(NAD 83)
 PU1228
 PU1228                          SUPERSEDED SURVEY CONTROL
 PU1228
 PU1228  NGVD 29 (??/??/92)  895.038  (m)         2936.47   (f) ADJ UNCH    2 0
 PU1228
 PU1228.Superseded values are not recommended for survey control.
 PU1228
 PU1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1228.See file dsdata.pdf to determine how the superseded data were derived.
 PU1228
 PU1228_MARKER: DR = REFERENCE MARK DISK
 PU1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1228_STAMPING: EIGHT MILE NO 1 1950
 PU1228_MARK LOGO: CGS
 PU1228_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1228+STABILITY: SURFACE MOTION
 PU1228
 PU1228  HISTORY     - Date     Condition        Report By
 PU1228  HISTORY     - 1950     MONUMENTED       CGS
 PU1228  HISTORY     - 1963     GOOD             CGS
 PU1228
 PU1228                          STATION DESCRIPTION
 PU1228
 PU1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1228'13.6 MI E FROM NEWELL.
 PU1228'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1228'AT NEWELL, THENCE 12.1 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU1228'0.3 MILE SOUTH ACROSS AN OPEN PASTURE, ON THE TOP OF A RIDGE,
 PU1228'ABOUT 0.2 MILE NORTHWEST OF THE HIGHEST POINT OF THE RIDGE, 38.9
 PU1228'FEET EAST OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE
 PU1228'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1227 ***********************************************************************
 PU1227  DESIGNATION -  EIGHT MILE RM 2
 PU1227  PID         -  PU1227
 PU1227  STATE/COUNTY-  SD/BUTTE
 PU1227  COUNTRY     -  US
 PU1227  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1227
 PU1227                         *CURRENT SURVEY CONTROL
 PU1227  ______________________________________________________________________
 PU1227* NAD 83(1986) POSITION- 44 43 16.     (N) 103 10 05.     (W)   SCALED
 PU1227* NAVD 88 ORTHO HEIGHT -   895.457 (meters)     2937.85  (feet) ADJUSTED
 PU1227  ______________________________________________________________________
 PU1227  GEOID HEIGHT    -        -16.948 (meters)                     GEOID18
 PU1227  DYNAMIC HEIGHT  -        895.224 (meters)     2937.08  (feet) COMP
 PU1227  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1227
 PU1227  VERT ORDER      -  SECOND    CLASS 0
 PU1227
 PU1227.The horizontal coordinates were scaled from a map and have
 PU1227.an estimated accuracy of +/- 6 seconds.
 PU1227
 PU1227.The orthometric height was determined by differential leveling and
 PU1227.adjusted by the NATIONAL GEODETIC SURVEY
 PU1227.in June 1991.
 PU1227
 PU1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1227.GEOID18 height accuracy estimate available here.
 PU1227
 PU1227.Click photographs - Photos may exist for this station.
 PU1227
 PU1227.The dynamic height is computed by dividing the NAVD 88
 PU1227.geopotential number by the normal gravity value computed on the
 PU1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1227.degrees latitude (g = 980.6199 gals.).
 PU1227
 PU1227.The modeled gravity was interpolated from observed gravity values.
 PU1227
 PU1227;                    North         East    Units  Estimated Accuracy
 PU1227;SPC SD N     -   103,560.      349,080.      MT  (+/- 180 meters Scaled)
 PU1227
 PU1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK450536(NAD 83)
 PU1227
 PU1227                          SUPERSEDED SURVEY CONTROL
 PU1227
 PU1227  NGVD 29 (??/??/92)  894.966  (m)         2936.23   (f) ADJ UNCH    2 0
 PU1227
 PU1227.Superseded values are not recommended for survey control.
 PU1227
 PU1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1227.See file dsdata.pdf to determine how the superseded data were derived.
 PU1227
 PU1227_MARKER: DR = REFERENCE MARK DISK
 PU1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1227_STAMPING: EIGHT MILE NO 2 1950
 PU1227_MARK LOGO: CGS
 PU1227_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1227+STABILITY: SURFACE MOTION
 PU1227
 PU1227  HISTORY     - Date     Condition        Report By
 PU1227  HISTORY     - 1950     MONUMENTED       CGS
 PU1227  HISTORY     - 1963     GOOD             CGS
 PU1227
 PU1227                          STATION DESCRIPTION
 PU1227
 PU1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1227'13.6 MI E FROM NEWELL.
 PU1227'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1227'AT NEWELL, THENCE 12.1 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1227'HIGH SCHOOL AT NEWELL, THENCE 12.1 MILES EAST ALONG A GRAVELED
 PU1227'ROAD, THENCE 0.3 MILE SOUTH ACROSS AN OPEN PASTURE, ABOUT 0.2
 PU1227'MILE NORTHWEST OF THE HIGHEST POINT OF A RIDGE, 35.8 FEET
 PU1227'SOUTHWEST OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE
 PU1227'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2297 ***********************************************************************
 PU2297  DESIGNATION -  ELDER
 PU2297  PID         -  PU2297
 PU2297  STATE/COUNTY-  SD/PENNINGTON
 PU2297  COUNTRY     -  US
 PU2297  USGS QUAD   -  BOX ELDER (2017)
 PU2297
 PU2297                         *CURRENT SURVEY CONTROL
 PU2297  ______________________________________________________________________
 PU2297* NAD 83(1996) POSITION- 44 06 39.30206(N) 103 01 17.37098(W)   ADJUSTED
 PU2297* NAVD 88 ORTHO HEIGHT -   931.69  (+/-2cm)     3056.7   (feet) VERTCON3
 PU2297  ______________________________________________________________________
 PU2297  GEOID HEIGHT    -        -16.868 (meters)                     GEOID18
 PU2297  LAPLACE CORR    -         -9.36  (seconds)                    DEFLEC18
 PU2297  HORZ ORDER      -  THIRD
 PU2297  VERT ORDER      -  THIRD ? (See Below)
 PU2297
 PU2297.The horizontal coordinates were established by classical geodetic methods
 PU2297.and adjusted by the National Geodetic Survey in January 1998.
 PU2297
 PU2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2297
 PU2297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2297.GEOID18 height accuracy estimate available here.
 PU2297
 PU2297.The vertical order pertains to the NGVD 29 superseded value.
 PU2297
 PU2297.Click photographs - Photos may exist for this station.
 PU2297
 PU2297.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2297
 PU2297. The following values were computed from the NAD 83(1996) position.
 PU2297
 PU2297;                    North         East     Units Scale Factor Converg.
 PU2297;SPC SD S     -   200,960.664   384,844.770   MT  0.99994379   -1 51 16.0
 PU2297;SPC SD S     -   659,318.45  1,262,611.55   sFT  0.99994379   -1 51 16.0
 PU2297;UTM  13      - 4,886,095.465   658,330.341   MT  0.99990832   +1 22 38.7
 PU2297
 PU2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2297!SPC SD S     -   0.99985657  x   0.99994379  =   0.99980037
 PU2297!UTM  13      -   0.99985657  x   0.99990832  =   0.99976491
 PU2297
 PU2297:                Primary Azimuth Mark                     Grid Az
 PU2297:SPC SD S     -  ELDER AZ MK                              274 04 23.9
 PU2297:UTM  13      -  ELDER AZ MK                              270 50 29.2
 PU2297
 PU2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5833086095(NAD 83)
 PU2297
 PU2297|---------------------------------------------------------------------|
 PU2297| PID    Reference Object                     Distance      Geod. Az  |
 PU2297|                                                           dddmmss.s |
 PU2297| PU2647 ELDER RM 1                           10.695 METERS 09521     |
 PU2297| PU2648 ELDER RM 2                           12.520 METERS 26733     |
 PU2297| PU2649 ELDER AZ MK                                        2721307.9 |
 PU2297|---------------------------------------------------------------------|
 PU2297
 PU2297                          SUPERSEDED SURVEY CONTROL
 PU2297
 PU2297  NAD 83(1993)-  44 06 39.29375(N)    103 01 17.37379(W) AD(       ) 3
 PU2297  NAD 83(1986)-  44 06 39.29177(N)    103 01 17.37834(W) AD(       ) 3
 PU2297  NAD 27      -  44 06 39.33900(N)    103 01 15.74300(W) AD(       ) 3
 PU2297  NGVD 29             931.22   (m)         3055.2    (f) LEVELING    3  
 PU2297
 PU2297.Superseded values are not recommended for survey control.
 PU2297
 PU2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2297.See file dsdata.pdf to determine how the superseded data were derived.
 PU2297
 PU2297_MARKER: DS = TRIANGULATION STATION DISK
 PU2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2297_STAMPING: ELDER 1951
 PU2297_MARK LOGO: CGS
 PU2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2297+STABILITY: SURFACE MOTION
 PU2297
 PU2297  HISTORY     - Date     Condition        Report By
 PU2297  HISTORY     - 1951     MONUMENTED       CGS
 PU2297  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU2297
 PU2297                          STATION DESCRIPTION
 PU2297
 PU2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2297'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14 AND
 PU2297'16, ABOUT 9.75 MILES WEST OF NEW UNDERWOOD, 2.4 MILES EAST OF THE
 PU2297'STORE AND POST OFFICE IN BOX ELDER, 39 FEET SOUTH OF THE
 PU2297'CENTERLINE OF U.S. HIGHWAY 14 AND 16, AND 4 FEET NORTH OF A WIRE
 PU2297'FENCE.
 PU2297'
 PU2297'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN BOX
 PU2297'ELDER, GO EAST ON U.S. HIGHWAY 14 AND 16 FOR 1.9 MILES TO THE
 PU2297'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR
 PU2297'0.5 MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 PU2297'
 PU2297'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2297'ELDER 1951.
 PU2297'
 PU2297'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS
 PU2297'7 INCHES, AND THE DISK IS STAMPED ELDER NO 1 1951.
 PU2297'
 PU2297'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A WIRE FENCE.  IT PROJECTS
 PU2297'4 INCHES, AND THE DISK IS STAMPED ELDER NO 2 1951.
 PU2297'
 PU2297'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTERLINE OF U.S.
 PU2297'HIGHWAY 14 AND 16, 3 FEET NORTHWEST OF A FENCE POST, AND 1 FOOT
 PU2297'SOUTH OF A WIRE FENCE.  IT PROJECTS 5 INCHES, AND THE DISK IS
 PU2297'STAMPED ELDER 1951.
 PU2297'
 PU2297'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2297'CYLINDERS.
 PU2297
 PU2297                          STATION RECOVERY (1991)
 PU2297
 PU2297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2297'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0397 ***********************************************************************
 QT0397  DESIGNATION -  ELEVATOR
 QT0397  PID         -  QT0397
 QT0397  STATE/COUNTY-  SD/PERKINS
 QT0397  COUNTRY     -  US
 QT0397  USGS QUAD   -  WHITE BUTTE (2017)
 QT0397
 QT0397                         *CURRENT SURVEY CONTROL
 QT0397  ______________________________________________________________________
 QT0397* NAD 83(1996) POSITION- 45 56 25.14507(N) 102 16 48.20859(W)   ADJUSTED
 QT0397* NAVD 88 ORTHO HEIGHT -   796.    (meters)     2612.    (feet) SCALED
 QT0397  ______________________________________________________________________
 QT0397  GEOID HEIGHT    -        -18.582 (meters)                     GEOID18
 QT0397  LAPLACE CORR    -         -7.11  (seconds)                    DEFLEC18
 QT0397  HORZ ORDER      -  THIRD
 QT0397
 QT0397.The horizontal coordinates were established by classical geodetic methods
 QT0397.and adjusted by the National Geodetic Survey in January 1998.
 QT0397
 QT0397.The orthometric height was scaled from a topographic map.
 QT0397
 QT0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0397.GEOID18 height accuracy estimate available here.
 QT0397
 QT0397.Click photographs - Photos may exist for this station.
 QT0397
 QT0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0397
 QT0397. The following values were computed from the NAD 83(1996) position.
 QT0397
 QT0397;                    North         East     Units Scale Factor Converg.
 QT0397;SPC SD N     -   236,637.957   423,202.200   MT  1.00005976   -1 36 49.3
 QT0397;SPC SD N     -   776,369.70  1,388,455.88   sFT  1.00005976   -1 36 49.3
 QT0397;UTM  13      - 5,091,014.018   710,835.231   MT  1.00014650   +1 57 19.1
 QT0397
 QT0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0397!SPC SD N     -   0.99987806  x   1.00005976  =   0.99993782
 QT0397!UTM  13      -   0.99987806  x   1.00014650  =   1.00002454
 QT0397
 QT0397:                Primary Azimuth Mark                     Grid Az
 QT0397:SPC SD N     -  ELEVATOR AZ MK                           181 32 17.4
 QT0397:UTM  13      -  ELEVATOR AZ MK                           177 58 09.0
 QT0397
 QT0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1083591014(NAD 83)
 QT0397
 QT0397|---------------------------------------------------------------------|
 QT0397| PID    Reference Object                     Distance      Geod. Az  |
 QT0397|                                                           dddmmss.s |
 QT0397| QT0383 LEMMON MUNICIPAL TANK               APPROX. 8.4 KM 0872510.2 |
 QT0397| CQ8310 ELEVATOR RM 1                         8.595 METERS 08950     |
 QT0397| CQ8311 ELEVATOR RM 2                         8.445 METERS 17949     |
 QT0397| CQ8309 ELEVATOR AZ MK                                     1795528.1 |
 QT0397|---------------------------------------------------------------------|
 QT0397
 QT0397                          SUPERSEDED SURVEY CONTROL
 QT0397
 QT0397  NAD 83(1993)-  45 56 25.13569(N)    102 16 48.20641(W) AD(       ) 3
 QT0397  NAD 83(1986)-  45 56 25.13614(N)    102 16 48.20640(W) AD(       ) 3
 QT0397  NAD 27      -  45 56 25.12500(N)    102 16 46.63200(W) AD(       ) 3
 QT0397
 QT0397.Superseded values are not recommended for survey control.
 QT0397
 QT0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0397.See file dsdata.pdf to determine how the superseded data were derived.
 QT0397
 QT0397_MARKER: DS = TRIANGULATION STATION DISK
 QT0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0397_STAMPING: ELEVATOR 1952
 QT0397_MARK LOGO: CGS
 QT0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0397+STABILITY: SURFACE MOTION
 QT0397
 QT0397  HISTORY     - Date     Condition        Report By
 QT0397  HISTORY     - 1952     MONUMENTED       CGS
 QT0397
 QT0397                          STATION DESCRIPTION
 QT0397
 QT0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0397'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF LEMMON, IN
 QT0397'THE SOUTHWEST 1/4 OF SECTION 21, T 23 N, R 15 E, ON THE CREST
 QT0397'OF A LOW HILL, ON THE RIGHT-OF-WAY OF A DIRT ROAD, 32 FEET
 QT0397'EAST OF THE CENTER OF THE ROAD, 5 FEET SOUTHWEST OF A 4 IN X
 QT0397'4 IN WITNESS POST, AND 4 FEET WEST OF A WIRE FENCE.
 QT0397'
 QT0397'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 QT0397'HIGHWAY NO. 12 AT THE SOUTH EDGE OF LEMMON, GO WEST ON NO. 12
 QT0397'FOR 6.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT,
 QT0397'NORTH, ON A DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 QT0397'
 QT0397'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0397'ELEVATOR 1952.
 QT0397'
 QT0397'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTER OF THE DIRT
 QT0397'ROAD, AND 24 FEET EAST OF THE WIRE FENCE.  IT PROJECTS 6 INCHES,
 QT0397'AND THE DISK IS STAMPED ELEVATOR NO 1 1952.
 QT0397'
 QT0397'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF THE
 QT0397'DIRT ROAD, AND 4 FEET WEST OF THE WIRE FENCE.  IT PROJECTS
 QT0397'3 INCHES, AND THE DISK IS STAMPED ELEVATOR NO 2 1952.
 QT0397'
 QT0397'THE AZIMUTH MARK IS 130 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QT0397'NO. 12, 75 FEET NORTH OF A POWER LINE POLE, 35 FEET EAST OF THE
 QT0397'CENTER OF THE DIRT ROAD, AND 3 FEET NORTH OF A 4 IN X 4 IN
 QT0397'WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0397'ELEVATOR 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0837 ***********************************************************************
 PR0837  DESIGNATION -  ELFRING RESET
 PR0837  PID         -  PR0837
 PR0837  STATE/COUNTY-  SD/CODINGTON
 PR0837  COUNTRY     -  US
 PR0837  USGS QUAD   -  PELICAN LAKE (2017)
 PR0837
 PR0837                         *CURRENT SURVEY CONTROL
 PR0837  ______________________________________________________________________
 PR0837* NAD 83(1996) POSITION- 44 49 52.00389(N) 097 10 03.45587(W)   ADJUSTED
 PR0837* NAVD 88 ORTHO HEIGHT -   556.3   (meters)     1825.    (feet) VERTCON3
 PR0837  ______________________________________________________________________
 PR0837  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 PR0837  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 PR0837  HORZ ORDER      -  FIRST
 PR0837
 PR0837.The horizontal coordinates were established by classical geodetic methods
 PR0837.and adjusted by the National Geodetic Survey in January 1998.
 PR0837
 PR0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0837
 PR0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0837.GEOID18 height accuracy estimate available here.
 PR0837
 PR0837.Click photographs - Photos may exist for this station.
 PR0837
 PR0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0837
 PR0837. The following values were computed from the NAD 83(1996) position.
 PR0837
 PR0837;                    North         East     Units Scale Factor Converg.
 PR0837;SPC SD N     -   114,792.719   823,921.086   MT  0.99994645   +2 00 16.5
 PR0837;SPC SD N     -   376,615.78  2,703,147.76   sFT  0.99994645   +2 00 16.5
 PR0837;UTM  14      - 4,965,822.565   644,842.869   MT  0.99985798   +1 17 31.5
 PR0837
 PR0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0837!SPC SD N     -   0.99991671  x   0.99994645  =   0.99986316
 PR0837!UTM  14      -   0.99991671  x   0.99985798  =   0.99977470
 PR0837
 PR0837:                Primary Azimuth Mark                     Grid Az
 PR0837:SPC SD N     -  HORSWILL RESET                           165 47 51.6
 PR0837:UTM  14      -  HORSWILL RESET                           166 30 36.6
 PR0837
 PR0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4484265822(NAD 83)
 PR0837
 PR0837|---------------------------------------------------------------------|
 PR0837| PID    Reference Object                     Distance      Geod. Az  |
 PR0837|                                                           dddmmss.s |
 PR0837| PR0827 WATERTOWN PUB SERV PWR PLT STK      APPROX. 8.6 KM 0234036.5 |
 PR0837| PR0825 WATERTOWN SMALL MUN STANDPIPE       APPROX. 9.4 KM 0243917.9 |
 PR0837| PR0831 WATERTOWN COURTHOUSE SPIRE          APPROX. 8.7 KM 0274656.1 |
 PR0837| PR0832 WATERTOWN CITY HALL CLOCK TWR       APPROX. 8.7 KM 0274657.6 |
 PR0837| PR0829 WATERTOWN METH CH SPIRE             APPROX. 8.5 KM 0290410.7 |
 PR0837| PR0822 WATERTOWN STOKES BUILDING DOME      APPROX. 8.8 KM 0292919.0 |
 PR0837| PR0821 WATERTOWN TRINITY CH SPIRE          APPROX. 8.6 KM 0295231.4 |
 PR0837| PR0823 WATERTOWN FIRST CONG CH BELFRY      APPROX. 8.7 KM 0301856.0 |
 PR0837| PR0824 WATERTOWN FIRST BAP CH SPIRE        APPROX. 8.7 KM 0303729.6 |
 PR0837| PR0826 WATERTOWN MUN P AND L CO STK        APPROX. 9.1 KM 0305031.3 |
 PR0837| PR0820 WATERTOWN IMM CONC CATH CH          APPROX. 8.9 KM 0305326.4 |
 PR0837| QQ0571 WAVERLY DULL HEAVY SPIRE            APPROX.24.3 KM 0392358.5 |
 PR0837| PR1015 KRANZBURG CATH CH SPIRE             APPROX.20.9 KM 0704152.5 |
 PR0837| PR1011 OLSON LUTHERAN CH 4 1/2 MI          APPROX.26.5 KM 1031818.9 |
 PR0837| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX.16.1 KM 1374852.3 |
 PR0837| PR0850 HORSWILL RESET                      APPROX.11.8 KM 1674808.1 |
 PR0837| PR0848 LAKE NORDEN MUNICIPAL TANK          APPROX.28.1 KM 1865751.7 |
 PR0837| CO4875 ELFRING RM 1                         33.056 METERS 21959     |
 PR0837| CO4876 ELFRING RM 2                         29.090 METERS 31316     |
 PR0837| CO4874 ELFRING RM                          151.190 METERS 35147     |
 PR0837| CO4873 ELFRING AZ MK                                      3560600.9 |
 PR0837|---------------------------------------------------------------------|
 PR0837
 PR0837                          SUPERSEDED SURVEY CONTROL
 PR0837
 PR0837  NAD 83(1986)-  44 49 51.99998(N)    097 10 03.43786(W) AD(       ) 1
 PR0837  NAD 27      -  44 49 52.13100(N)    097 10 02.16939(W) AD(       ) 1
 PR0837  USSD        -  44 49 52.29400(N)    097 10 02.61200(W) AD(       ) 3
 PR0837  NGVD 29 (07/19/86)  556.0    (m)         1824.     (f) VERT ANG       
 PR0837
 PR0837.Superseded values are not recommended for survey control.
 PR0837
 PR0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0837.See file dsdata.pdf to determine how the superseded data were derived.
 PR0837
 PR0837_MARKER: DS = TRIANGULATION STATION DISK
 PR0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0837_STAMPING: ELFRING 1903
 PR0837_MARK LOGO: CGS
 PR0837_PROJECTION: RECESSED 18 CENTIMETERS
 PR0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0837+STABILITY: SURFACE MOTION
 PR0837
 PR0837  HISTORY     - Date     Condition        Report By
 PR0837  HISTORY     - 1903     MONUMENTED       CGS
 PR0837  HISTORY     - 1906     GOOD             CGS
 PR0837  HISTORY     - 1934     GOOD             SDGS
 PR0837  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0837  HISTORY     - 1957     GOOD             CGS
 PR0837  HISTORY     - 1967     GOOD             CGS
 PR0837  HISTORY     - 1968     GOOD             USGS
 PR0837
 PR0837                          STATION DESCRIPTION
 PR0837
 PR0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 PR0837'STATION IS SITUATED IN THE NW CORNER OF THE NW 1/4 SEC. 26,
 PR0837'T116N, R53W, ON LAND BELONGING TO THE WILLIAM ELFRING HEIRS.
 PR0837'J.D. HANSEN, A LAWYER, OF WATERTOWN, IS THE ADMINISTRATOR OF THE
 PR0837'ESTATE.  THE STATION 2-3/4 MILES W AND 4-1/2 MILES S OF WATERTOWN.
 PR0837'THE STATION IS MARKED BY A STANDARD DISK, EXCEPT THAT THERE
 PR0837'IS NO SUBSURFACE MARK, NONE BEING SET BECAUSE OF LARGE BOULDERS
 PR0837'OF VERY HARD ROCK 2 FEET BELOW THE SURFACE OF THE GROUND.  THE
 PR0837'REFERENCE MARK IS AT THE ROADSIDE IN THE NW CORNER OF THE
 PR0837'FIELD AND 157.191 METERS FROM THE STATION N 08 DEG
 PR0837'12 MIN W.  IT IS 3.52 METERS LOWER IN ELEVATION THAN
 PR0837'THE STATION.  THE FOLLOWING BEARINGS AND DISTANCES ARE FROM
 PR0837'THE TRIANGULATION STATION--HERMANN SCHULKES HOUSE, N
 PR0837'CHIMNEY, S 8 DEG 38 MIN W, ABOUT 1,300 METERS.  I.C.
 PR0837'WOLCOTTS HOUSE, NE CORNER, N 77 DEG 35 MIN W, 96.524
 PR0837'METERS.  E. GEORGES HOUSE, S 74 DEG 51 MIN E, ABOUT 1 MILE.
 PR0837
 PR0837                          STATION RECOVERY (1934)
 PR0837
 PR0837'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PR0837'STATION RECOVERED AND FOUND IN GOOD CONDITION.  IT IS SITUATED
 PR0837'ON THE TOP OF THE HIGH HILL IN A CULTIVATED FIELD JUST ACROSS
 PR0837'THE ROAD E OF THE ELFRING HOUSE.  THE REFERENCE MARK WAS ALSO
 PR0837'RECOVERED AND FOUND IN GOOD CONDITION.
 PR0837'
 PR0837'THE REFERENCE MARK IS 3-1/2 FEET W AND 16-1/2 FEET S OF THE
 PR0837'CORNER POST JUST OUTSIDE THE NW CORNER OF THE SAME FIELD IN
 PR0837'WHICH THE TRIANGULATION STATION IS LOCATED.
 PR0837
 PR0837                          STATION RECOVERY (1935)
 PR0837
 PR0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0837'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 PR0837'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS FOUND TO
 PR0837'BE 496.03 FEET OR 151.19 METERS INSTEAD OF 157.19 METERS AS
 PR0837'GIVEN IN THE ORIGINAL DESCRIPTION.
 PR0837'
 PR0837'THIS STATION IS ABOUT 5-1/2 MILES SSW OF WATERTOWN, AND ABOUT
 PR0837'10 MILES NW OF CASTLEWOOD, NEAR THE NW CORNER OF SEC. 26,
 PR0837'T 116 N, R 53 W, ON LAND OWNED BY JOE ELFRING.  THE STATION IS E
 PR0837'ACROSS THE ROAD FROM MR. ELFRINGS HOUSE, ON THE HIGHEST POINT IN
 PR0837'A CULTIVATED FIELD, 100 FEET E OF THE CENTER LINE OF THE N-S
 PR0837'SECTION LINE ROAD, 71 FEET E OF THE RIGHT-OF-WAY FENCE, AND
 PR0837'ABOUT 540 FEET S OF THE CENTER LINE OF THE E-W SECTION LINE
 PR0837'ROAD.  THE SURFACE STATION MARK IS 10 INCHES BELOW THE
 PR0837'SURFACE OF THE GROUND.  THE STATION WAS RE-MARKED IN A SQUARE CONCRETE
 PR0837'POST.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED
 PR0837'IN SQUARE CONCRETE POSTS.
 PR0837'
 PR0837'REFERENCE MARK NO. 1 IS SW OF THE STATION, 29 FEET E OF THE
 PR0837'CENTER LINE OF THE N-S ROAD AND 1 FOOT E OF THE RIGHT-OF-WAY
 PR0837'FENCE.  THE MARK PROJECTS 6 INCHES.  REFERENCE MARK NO. 2
 PR0837'IS NW OF THE STATION, 29 FEET E OF THE CENTER LINE OF THE ROAD
 PR0837'AND 1 FOOT E OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 PR0837'6 INCHES.
 PR0837'
 PR0837'THE REFERENCE MARK ESTABLISHED IN 1903 IS NNW OF THE STATION, 26
 PR0837'FEET E OF THE CENTER LINE OF THE N-S ROAD, AND 18 FEET S OF THE
 PR0837'NW CORNER OF THE FIELD.  THE MARK IS A 4-INCH TERRA COTTA TILE
 PR0837'FILLED WITH CONCRETE WITH A NAIL IN THE CENTER SET IN A
 PR0837'BLOCK OF CONCRETE.  THE MARK IS FLUSH WITH THE SURFACE.
 PR0837'
 PR0837'THE AZIMUTH MARK IS NNW OF THE STATION, 1/4 MILE N OF
 PR0837'CROSSROADS, ON W RIGHT-OF-WAY FENCE LINE OF ROAD, 32 FEET W
 PR0837'OF THE CENTER LINE OF THE ROAD.
 PR0837'
 PR0837'TO REACH THE STATION FROM WATERTOWN--FROM THE JUNCTION OF
 PR0837'U.S. HIGHWAY 81 AND 212, GO S ON U.S. HIGHWAY 81 FOR 4 MILES
 PR0837'TO CROSSROADS, THENCE W 3.0 MILES TO CROSSROADS, THENCE S
 PR0837'0.1 MILE TO MR. ELFRINGS HOUSE ON THE W SIDE OF THE ROAD AND THE
 PR0837'STATION ON THE E SIDE OF THE ROAD.
 PR0837'
 PR0837'THE DISTANCE BETWEEN THE REFERENCE MARKS COMPUTED IS 140.31 FEET.
 PR0837
 PR0837                          STATION RECOVERY (1957)
 PR0837
 PR0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 PR0837'STATION, R.M.S 1 AND 2, AND AZIMUTH MK. RECOVERED AS DESCRIBED
 PR0837'BY C.A.S. IN 1935.
 PR0837'
 PR0837'THE AZIMUTH IS NO LONGER VISIBLE FROM THE GROUND, LINE BLOCKED BY
 PR0837'TREES.
 PR0837'
 PR0837'R.M. 1903 WAS FOUND LAYING IN THE HIGHWAY DITCH, THE MONUMENT APPEARS
 PR0837'TO HAVE BEEN TORN OUT WITHIN THE LAST MONTH OR SO.  THE STATION IS
 PR0837'NOW ABOUT 0.3 FT. UNDER GROUND AND MAY BE TORN OUT ANYTIME.
 PR0837
 PR0837                          STATION RECOVERY (1967)
 PR0837
 PR0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PR0837'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 PR0837'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1903 AND THE
 PR0837'AZIMUTH MARK WERE NOT RECOVERED AND WAS ASSUMED THE MARKS WERE
 PR0837'DESTROYED BY ROAD CONSTRUCTION.  A SHELTER BELT NORTH OF THE
 PR0837'STATION OBSTRUCTED THE INTERSECTION STATIONS IN WATERTOWN SO
 PR0837'AN AZIMUTH MARK COULD NOT BE SET.
 PR0837'
 PR0837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 PR0837'AND 212 AT THE SOUTHEAST SIDE OF WATERTOWN, GO SOUTH ON
 PR0837'U.S. HIGHWAY 81 FOR 3.9 TO A CROSSROAD.  TURN RIGHT AND GO WEST
 PR0837'ON A GRAVELED ROAD FOR 2.85 MILES TO A CROSSROAD.  TURN LEFT
 PR0837'AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO A FARM HOUSE
 PR0837'ON THE RIGHT AND THE STATION ON THE LEFT.
 PR0837'
 PR0837'STATION MARK IS 99 FEET EAST OF THE CENTER OF THE ROAD AND
 PR0837'104 FEET SOUTHEAST OF A POWERLINE POLE, AND IS 7 INCHES
 PR0837'BELOW THE SURFACE OF THE GROUND.
 PR0837'
 PR0837'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF THE
 PR0837'ROAD AND PROJECTS 6 INCHES.
 PR0837'
 PR0837'REFERENCE MARK NO. 2 IS 31 FEET EAST OF THE CENTER OF THE ROAD,
 PR0837'15 FEET SOUTH-SOUTHWEST OF THE POWERLINE POLE, AND PROJECTS
 PR0837'6 INCHES.
 PR0837'
 PR0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 PR0837'SOUTH-SOUTHWEST OF WATERTOWN
 PR0837
 PR0837                          STATION RECOVERY (1968)
 PR0837
 PR0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0837'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PR0837'
 PR0837'THE PRESENT DESCRIPTION IS ADEQUATE.
 PR0837'
 PR0837'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0976 ***********************************************************************
 PT0976  DESIGNATION -  ELIASON
 PT0976  PID         -  PT0976
 PT0976  STATE/COUNTY-  SD/POTTER
 PT0976  COUNTRY     -  US
 PT0976  USGS QUAD   -  AGAR NW (2017)
 PT0976
 PT0976                         *CURRENT SURVEY CONTROL
 PT0976  ______________________________________________________________________
 PT0976* NAD 83(1996) POSITION- 44 58 12.23281(N) 100 12 52.37547(W)   ADJUSTED
 PT0976* NAVD 88 ORTHO HEIGHT -   611.9   (meters)     2008.    (feet) VERTCON3
 PT0976  ______________________________________________________________________
 PT0976  GEOID HEIGHT    -        -22.540 (meters)                     GEOID18
 PT0976  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 PT0976  HORZ ORDER      -  FIRST
 PT0976
 PT0976.The horizontal coordinates were established by classical geodetic methods
 PT0976.and adjusted by the National Geodetic Survey in January 1998.
 PT0976
 PT0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0976
 PT0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0976.GEOID18 height accuracy estimate available here.
 PT0976
 PT0976.Click photographs - Photos may exist for this station.
 PT0976
 PT0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0976
 PT0976. The following values were computed from the NAD 83(1996) position.
 PT0976
 PT0976;                    North         East     Units Scale Factor Converg.
 PT0976;SPC SD N     -   126,338.520   583,075.738   MT  0.99994011   -0 09 06.6
 PT0976;SPC SD N     -   414,495.63  1,912,974.32   sFT  0.99994011   -0 09 06.6
 PT0976;UTM  14      - 4,980,342.444   404,225.130   MT  0.99971279   -0 51 30.4
 PT0976
 PT0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0976!SPC SD N     -   0.99990761  x   0.99994011  =   0.99984772
 PT0976!UTM  14      -   0.99990761  x   0.99971279  =   0.99962042
 PT0976
 PT0976:                Primary Azimuth Mark                     Grid Az
 PT0976:SPC SD N     -  ELIASON AZ MK                            039 22 39.8
 PT0976:UTM  14      -  ELIASON AZ MK                            040 05 03.6
 PT0976
 PT0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0422580342(NAD 83)
 PT0976
 PT0976|---------------------------------------------------------------------|
 PT0976| PID    Reference Object                     Distance      Geod. Az  |
 PT0976|                                                           dddmmss.s |
 PT0976| CO4879 ELIASON RM 2                         82.320 METERS 00228     |
 PT0976| CO4877 ELIASON AZ MK                                      0391333.2 |
 PT0976| CO4878 ELIASON RM 1                         83.805 METERS 10408     |
 PT0976|---------------------------------------------------------------------|
 PT0976
 PT0976                          SUPERSEDED SURVEY CONTROL
 PT0976
 PT0976  NAD 83(1986)-  44 58 12.22603(N)    100 12 52.37816(W) AD(       ) 1
 PT0976  NAD 27      -  44 58 12.28600(N)    100 12 50.92100(W) AD(       ) 1
 PT0976  NGVD 29 (07/19/86)  611.5    (m)         2006.     (f) VERT ANG       
 PT0976
 PT0976.Superseded values are not recommended for survey control.
 PT0976
 PT0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0976.See file dsdata.pdf to determine how the superseded data were derived.
 PT0976
 PT0976_MARKER: DS = TRIANGULATION STATION DISK
 PT0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0976_STAMPING: ELIASON 1934
 PT0976_MARK LOGO: CGS
 PT0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0976+STABILITY: SURFACE MOTION
 PT0976
 PT0976  HISTORY     - Date     Condition        Report By
 PT0976  HISTORY     - 1934     MONUMENTED       CGS
 PT0976  HISTORY     - 1935     GOOD             CGS
 PT0976  HISTORY     - 1948     GOOD             CGS
 PT0976  HISTORY     - 1967     GOOD             CGS
 PT0976
 PT0976                          STATION DESCRIPTION
 PT0976
 PT0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0976'STATION ELIASON IS ON THE TOP OF THE WESTERN OF THE TWO HIGHEST
 PT0976'POINTS IN A CONSPICUOUS GROUP OF HILLS ABOUT 14 MILES W OF
 PT0976'GETTYSBURG AND THREE MILES S OF U.S. HIGHWAY 212.  THE HILL
 PT0976'TOP IS COVERED WITH MANY LARGE GRANITE BOULDERS.  IT IS IN
 PT0976'SEC. 10, T 117 N, R 78 W.
 PT0976'
 PT0976'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT0976'BRONZE DISKS SET IN CONCRETE.
 PT0976'
 PT0976'REFERENCE MARK NO. 1 IS E OF THE STATION.  REFERENCE MARK NO. 2
 PT0976'IS N OF THE STATION.
 PT0976'
 PT0976'THE AZIMUTH MARK IS NE OF THE STATION ON THE TOP OF A BOULDER
 PT0976'COVERED HILL.
 PT0976'
 PT0976'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 PT0976'212 AND 83, ABOUT SIX MILES W OF GETTYSBURG, BY GOING W ONE
 PT0976'MILE S THREE MILES, W FIVE MILES, TO A POINT WHERE THE MAIN
 PT0976'ROAD TURNS S.  CONTINUE W ON SECTION LINE ROAD ONE MILE.  PASS
 PT0976'THROUGH A WIRE GATE AT THE W END OF A LANE AND CONTINUE W ON
 PT0976'A TRAIL 0.5 MILE.  LEAVE THE ROAD AT THIS POINT AND DRIVE 60
 PT0976'YARS S TO THE TOP OF THE HILL AND THE STATION.
 PT0976'
 PT0976'A FOUR-FOOT STAND WAS ERECTED.
 PT0976
 PT0976                          STATION RECOVERY (1935)
 PT0976
 PT0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PT0976'ALL MARKS RECOVERED IN GOOD CONDITION.
 PT0976'
 PT0976'THIS STATION IS ABOUT 13-1/2 MILES WSW OF GETTYSBURG, 5-1/2
 PT0976'MILES SE OF FOREST, 11-1/2 MILES NW OF AGAR AND ABOUT 5 MILES
 PT0976'N OF THE SULLY-POTTER COUNTY LINE.  IT IS 40 YARDS S AND 80
 PT0976'YARDS E OF THE CENTER OF THE N EDGE OF SEC. 11, T 117 N,
 PT0976'R 78 W, CATTRON TOWNSHIP, 3 MILES S OF U.S. HIGHWAY 212 ON
 PT0976'THE HIGHEST POINT OF THE MOST WESTERLY OF TWO HIGH HILLS.  THESE
 PT0976'HILLS ARE PART OF A GROUP OF CONSPICUOUS HILLS.
 PT0976'
 PT0976'REFERENCE MARK NO. 1 IS E OF THE STATION.
 PT0976'REFERENCE MARK NO. 2 IS N OF THE STATION.
 PT0976'
 PT0976'AZIMUTH MARK IS ABOUT 0.5 MILE NE OF THE STATION ON THE SUMMIT
 PT0976'OF A HILL.
 PT0976'
 PT0976'TO REACH FROM GETTYSBURG, GO W ON U.S. HIGHWAY 212 FOR 5.1
 PT0976'MILES TO JUNCTION WITH U.S. HIGHWAY 83.  CONTINUE W FOR 5.0
 PT0976'MILES TO CROSSROADS WITH A SCHOOLHOUSE IN THE NE CORNER, TURN
 PT0976'S AND GO 3.0 MILES TO CROSSROADS.  TURN W AND GO 1.0 MILE TO
 PT0976'A POINT WHERE THE MAIN TRAVELED ROAD TURNS LEFT, CONTINUE W
 PT0976'ON POOR DIRT ROAD AND GO 0.3 MILE TO WIRE GATE.  PASS THROUGH
 PT0976'GATE AND CONTINUE W FOR 0.7 MILE TO ANOTHER GATE, GO THROUGH
 PT0976'THIS GATE AND GO W FOR 0.45 MILE.  STATION IS ABOUT 90 YARDS
 PT0976'S OF THIS POINT ON THE HIGHEST POINT OF THE HILL.  STATION
 PT0976'CAN ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 212
 PT0976'AND 83 BY GOING W ON U.S. HIGHWAY 212 FOR 1.0 MILE, THENCE S
 PT0976'3.0 MILES, THENCE W 5.0 MILES TO WHERE THE MAIN TRAVELED ROAD
 PT0976'TURNS LEFT.  CONTINUE W FOR 1.45 MILES PASSING THROUGH
 PT0976'TWO WIRE GATES AS MENTIONED ABOVE.
 PT0976'
 PT0976'STATION IS 90 YARDS S OF THIS POINT.
 PT0976'
 PT0976'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY, THEREFORE
 PT0976'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 PT0976'CHECKED.
 PT0976
 PT0976                          STATION RECOVERY (1948)
 PT0976
 PT0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0976'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 PT0976'ORIGINAL DESCRIPTION IS ACCURATE WITH THE EXCEPTION THAT ROAD
 PT0976'CHANGES REQUIRE A NEW TO REACH DESCRIPTION, AND THE FACT THAT
 PT0976'IT IS LOCATED IN SECTION 11 RATHER THAN SECTION 10.  DESCRIPTION
 PT0976'FOLLOWS--
 PT0976'
 PT0976'LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF WHITLOCK CROSSING,
 PT0976'NEAR THE CENTER OF THE NORTH EDGE OF SEC. 11, T 117 N, R 78 W,
 PT0976'ON THE HIGHEST POINT OF THE WEST ONE OF TWO PROMINENT HILLS,
 PT0976'160 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A SECTION
 PT0976'LINE ROAD, AND 9 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT
 PT0976'PROJECTS 12 INCHES, AND THE DISK IS STAMPED ELIASON 1934.
 PT0976'
 PT0976'REFERENCE MARK NO. 1 IS 274.85 FEET EAST OF THE STATION, 180
 PT0976'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE SECTION-LINE
 PT0976'ROAD, AND 32 FEET NORTHWEST OF A LONE BOULDER THAT IS ABOUT
 PT0976'1 FOOT HIGH AND ABOUT 6 FEET IN DIAMETER.  IT PROJECTS 8 INCHES,
 PT0976'AND THE DISK IS STAMPED ELIASON NO 1 1934.
 PT0976'
 PT0976'REFERENCE MARK NO. 2 IS 270 FEET NORTH OF THE STATION, 110
 PT0976'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE SECTION LINE
 PT0976'ROAD, AND 14 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 PT0976'TRACK ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PT0976'ELIASON NO 2 1934.
 PT0976'
 PT0976'THE AZIMUTH MARK IS NEAR THE EASTERN EDGE OF A PROMINENT RIDGE
 PT0976'THAT IS 0.5 MILE NORTHEAST OF THE STATION, AND ABOUT 30 YARDS
 PT0976'NORTH OF A LARGE DUMPING AREA THAT IS FILLED WITH SCRAP IRON.
 PT0976'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED ELIASON AZI 1934.
 PT0976'
 PT0976'TO REACH THE STATION FROM THE STORE AT WHITLOCK CROSSING,
 PT0976'GO EASTERLY ON U.S. HIGHWAY 212 FOR 0.1 MILE.  THEN RIGHT,
 PT0976'EASTERLY, ON A GRAVELED ROAD 2.3 MILES TO A FORK.  THEN LEFT,
 PT0976'EASTERLY, 2.0 MILES.  THEN RIGHT, SOUTH, ON A GRADED DIRT
 PT0976'ROAD 1.0 MILE.  THEN CONTINUE SOUTH ON AN UNIMPROVED SECTION
 PT0976'LINE ROAD 2.0 MILE TO A CROSSROAD.  THEN LEFT, EAST, 0.6 MILE
 PT0976'TO THE STATION ON THE RIGHT.
 PT0976'
 PT0976'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 PT0976'SECTION LINE ROAD 0.7 MILE.  THEN LEFT, NORTH, THROUGH A GATE
 PT0976'AND ON A DIM PASTURE ROAD 0.3 MILE.  THEN LEFT, WEST, 0.15
 PT0976'MILE TO THE TOP OF THE RIDGE AND THE MARK AS DESCRIBED.
 PT0976
 PT0976                          STATION RECOVERY (1967)
 PT0976
 PT0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 PT0976'STATION AND ALL MARKS FOUND IN GOOD CONDITION.  REFERENCE
 PT0976'MARKS AND AZIMUTH MARK FOUND AS DESCRIBED.
 PT0976'
 PT0976'REVISED DESCRIPTION TO REACH THE STATION AS FOLLOWS--TO REACH
 PT0976'THE STA. FROM THE METHODIST CHURCH LOCATED AT THE COR. OF
 PT0976'GARFIELD AVE. (HWY. 212) AND NORTH EXENE ST., AT THE TOWN OF
 PT0976'GETTYSBURG, GO W. ON GARFIELD AVE. (STATE HWY. 212) FOR 5.2
 PT0976'MI TO THE JCT. OF STATE HWY. 212 AND U.S. HWY. 83.  CONTINUE W.
 PT0976'ALONG HWY. 83 FOR 0.8 MI TO JCT. WHERE STATE HWY. 212 CONTINUES
 PT0976'W. AND U.S. HWY. 83 TURNS S.  TURN LEFT (S.) AND CONTINUE ON
 PT0976'HWY. 83 FOR 3.1 MI TO A CROSSROADS, TURN RIGHT (W.) AND GO
 PT0976'01.9 MI TO A RD. FORK, TAKE RIGHT FORK AND CONTINUE STRAIGHT
 PT0976'AHEAD (W.) FOR 3.1 MI TO WHERE RD. TURNS LEFT (S.), TURN
 PT0976'LEFT (S.) AND GO 0.5 MI TO A T-RD. W., TURN RIGHT (W.) AND
 PT0976'GO 0.7 MI TO A CATTLEGUARD, CONTINUE W. FOR 0.2 MI
 PT0976'PASSING THROUGH FARMYARD, BEAR RIGHT TOWARD LARGE BARN
 PT0976'AND WIRE GATE, PASS THROUGH GATE AND GO 0.1 MI TO A GATE,
 PT0976'PASS THROUGH GATE AND GO 0.4 MI NORTHWARD ALONG WELL-TRAVELED
 PT0976'FIELD RD. TO FENCE AND WIRE GATE, PASS THROUGH GATE AND
 PT0976'CONTINUE 0.5 MI WESTWARD ALONG FIELD RD., TURN LEFT (S.) AND
 PT0976'GO 0.1 MI TO A DOUBLE FENCE LINE AND REFERENCE MARK NO.
 PT0976'2 AND END OF TRUCK TRAVEL.  THE STATION IS APPROX. 270 FT
 PT0976'S. ON TOP OF HIGHEST POINT OF ROCKY HILLTOP.  THE STATION IS
 PT0976'ON THE W. ONE OF TWO PROMINENT HILLS.  HEIGHT OF INSTRUMENT
 PT0976'4.00 FEET - STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0749 ***********************************************************************
 PS0749  DESIGNATION -  ELIDA
 PS0749  PID         -  PS0749
 PS0749  STATE/COUNTY-  SD/POTTER
 PS0749  COUNTRY     -  US
 PS0749  USGS QUAD   -  GETTYSBURG MUNICIPAL AIRPORT (2017)
 PS0749
 PS0749                         *CURRENT SURVEY CONTROL
 PS0749  ______________________________________________________________________
 PS0749* NAD 83(1996) POSITION- 44 54 43.95096(N) 099 55 55.53967(W)   ADJUSTED
 PS0749* NAVD 88 ORTHO HEIGHT -   603.    (meters)     1978.    (feet) SCALED
 PS0749  ______________________________________________________________________
 PS0749  GEOID HEIGHT    -        -22.704 (meters)                     GEOID18
 PS0749  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 PS0749  HORZ ORDER      -  FIRST
 PS0749
 PS0749.The horizontal coordinates were established by classical geodetic methods
 PS0749.and adjusted by the National Geodetic Survey in January 1998.
 PS0749
 PS0749.The orthometric height was scaled from a topographic map.
 PS0749
 PS0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0749.GEOID18 height accuracy estimate available here.
 PS0749
 PS0749.Click photographs - Photos may exist for this station.
 PS0749
 PS0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0749
 PS0749. The following values were computed from the NAD 83(1996) position.
 PS0749
 PS0749;                    North         East     Units Scale Factor Converg.
 PS0749;SPC SD N     -   119,889.141   605,362.004   MT  0.99994204   +0 02 53.0
 PS0749;SPC SD N     -   393,336.29  1,986,091.84   sFT  0.99994204   +0 02 53.0
 PS0749;UTM  14      - 4,973,620.513   426,424.593   MT  0.99966656   -0 39 29.2
 PS0749
 PS0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0749!SPC SD N     -   0.99990897  x   0.99994204  =   0.99985101
 PS0749!UTM  14      -   0.99990897  x   0.99966656  =   0.99957556
 PS0749
 PS0749:                Primary Azimuth Mark                     Grid Az
 PS0749:SPC SD N     -  ELIDA AZ MK                              268 04 43.7
 PS0749:UTM  14      -  ELIDA AZ MK                              268 47 05.9
 PS0749
 PS0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2642473620(NAD 83)
 PS0749
 PS0749|---------------------------------------------------------------------|
 PS0749| PID    Reference Object                     Distance      Geod. Az  |
 PS0749|                                                           dddmmss.s |
 PS0749| CO4881 ELIDA RM 1                           29.980 METERS 13339     |
 PS0749| PT0972 AGAR ST JOHNS EVAN LUTH CHURCH      APPROX.13.1 KM 2310957.0 |
 PS0749| PT0971 AGAR ST MARYS CATH CH CROSS         APPROX.13.8 KM 2332421.7 |
 PS0749| PT0970 AGAR MUNICIPAL TANK                 APPROX.13.9 KM 2341040.3 |
 PS0749| CO4882 ELIDA RM 2                           36.993 METERS 23626     |
 PS0749| CO4880 ELIDA AZ MK                                        2680736.7 |
 PS0749| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.11.2 KM 3534850.1 |
 PS0749|---------------------------------------------------------------------|
 PS0749
 PS0749                          SUPERSEDED SURVEY CONTROL
 PS0749
 PS0749  NAD 83(1986)-  44 54 43.94505(N)    099 55 55.54597(W) AD(       ) 1
 PS0749  NAD 27      -  44 54 44.00600(N)    099 55 54.12300(W) AD(       ) 1
 PS0749
 PS0749.Superseded values are not recommended for survey control.
 PS0749
 PS0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0749.See file dsdata.pdf to determine how the superseded data were derived.
 PS0749
 PS0749_MARKER: DS = TRIANGULATION STATION DISK
 PS0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0749_STAMPING: ELIDA 1935
 PS0749_MARK LOGO: CGS
 PS0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0749+STABILITY: SURFACE MOTION
 PS0749
 PS0749  HISTORY     - Date     Condition        Report By
 PS0749  HISTORY     - 1935     MONUMENTED       CGS
 PS0749  HISTORY     - 1951     GOOD             CGS
 PS0749  HISTORY     - 1962     GOOD             CGS
 PS0749  HISTORY     - 1973     GOOD             USAF
 PS0749
 PS0749                          STATION DESCRIPTION
 PS0749
 PS0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0749'THIS STATION IS ABOUT 7 MILES S OF GETTYSBURG, 6.8 MILES E
 PS0749'OF GORMAN, AND 8.3 MILES NE OF AGAR, 0.35 MILE E OF THE SW
 PS0749'CORNER OF SEC. 30, T 117 N, R 75 W, ELIDA TOWNSHIP, 1 MILE N
 PS0749'OF THE SULLY-POTTER COUNTY LINE.  THE MARK IS SET ON THE N
 PS0749'EDGE OF THE RIGHT-OF-WAY OF E-W ROAD IN THE FENCE LINE MARKING
 PS0749'THE RIGHT-OF-WAY.  MR. A.W. STANKEY OWNS THE LAND TO THE
 PS0749'N OF THE STATION.  IT IS 0.35 MILE E OF INTERSECTION OF N-S
 PS0749'AND E-W ROADS, 31 FEET N OF THE CENTER LINE OF THE ROAD AND
 PS0749'PROJECTS 6 INCHES.
 PS0749'
 PS0749'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0749'BRONZE DISKS SET IN CONCRETE.
 PS0749'
 PS0749'REFERENCE MARK NO. 1 IS SE OF THE STATION ON THE S EDGE OF
 PS0749'THE RIGHT-OF-WAY, 1 FOOT N OF FENCE LINE, 36 FEET S OF THE
 PS0749'CENTER LINE OF THE ROAD.  MARK PROJECTS 9 INCHES.  REFERENCE
 PS0749'MARK NO. 2 IS SW OF THE STATION, 1 FOOT N OF THE S RIGHT-OF-WAY
 PS0749'FENCE LINE.  MARK PROJECTS 10 INCHES.
 PS0749'
 PS0749'AZIMUTH MARK IS W OF THE STATION ON THE S EDGE OF THE
 PS0749'RIGHT-OF-WAY, 1 FOOT N OF FENCE LINE, 35 FEET S OF THE CENTER
 PS0749'LINE OF THE ROAD, AND ABOUT 200 FEET E OF THE INTERSECTION OF
 PS0749'N-S AND E-W ROADS.  MARK PROJECTS 8 INCHES.
 PS0749'
 PS0749'TO REACH FROM GETTYSBURG, GO TO CROSSROADS AT THE NE CORNER
 PS0749'OF TOWN WHERE U.S. HIGHWAY 212 MAKES A SHARP TURN TO THE N.
 PS0749'HERE GO S ON GRAVEL ROAD FOR 2.0 MILES TO WHERE THE GRAVEL
 PS0749'ROAD TURNS E.  CONTINUE S FOR 5.0 MILES TO CROSSROADS.  TURN
 PS0749'E AND GO 0.35 MILE TO THE STATION.
 PS0749'
 PS0749'A LIGHT 74 FEET ABOVE STATION VON WOLD-1934 COMES INTO VIEW
 PS0749'15 FEET ABOVE THE GROUND.
 PS0749'
 PS0749'LIGHTS 60 FEET ABOVE STATIONS GETTYSBURG AND CANTON ARE
 PS0749'VISIBLE FROM THE GROUND.
 PS0749
 PS0749                          STATION RECOVERY (1951)
 PS0749
 PS0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0749'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 PS0749'FOUND IN GOOD CONDITION.
 PS0749'
 PS0749'THE 1935 DESCRIPTION BY C.A.S. IS ADEQUATE EXCEPT A DIFFERENCE
 PS0749'WAS FOUND IN THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS.
 PS0749'
 PS0749'OBSERVATIONS FROM A 4 FOOT WOODEN STAND.
 PS0749
 PS0749                          STATION RECOVERY (1962)
 PS0749
 PS0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 PS0749'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 PS0749'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 PS0749'TO REACH.  A NEW TO REACH FOLLOWS--
 PS0749'
 PS0749'TO REACH THE STATION FROM THE POST OFFICE IN GETTYSBURG, GO
 PS0749'NORTH ON A PAVED STREET FOR 0.15 MILE TO THE INTERSECTION
 PS0749'OF U.S. HIGHWAY NO. 212.  TURN RIGHT AND GO EAST ON U.S.
 PS0749'HIGHWAY NO. 212 FOR .45 MILE TO A POINT WHERE U.S. HIGHWAY
 PS0749'NO. 212 TURNS LEFT, A PAVED STREET GOES STRAIGHT, AND THE
 PS0749'HOSPITAL IS ON THE RIGHT.  CONTINUE STRAIGHT ON A PAVED STREET
 PS0749'FOR 0.15 MILE TO A CROSSROADS.  TURN RIGHT AND GO SOUTH ON
 PS0749'A GRADED ROAD FOR 7.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 PS0749'LEFT AND GO EAST ON A GRADED ROAD FOR 0.55 MILE AND THE
 PS0749'STATION ON THE LEFT.
 PS0749
 PS0749                          STATION RECOVERY (1973)
 PS0749
 PS0749'RECOVERY NOTE BY US AIR FORCE 1973
 PS0749'TO REACH THE STATION FROM THE POST OFFICE IN GETTYSBURG,
 PS0749'GO NORTH ON A PAVED STREET FOR 0.15 MILE TO THE INTERSECTION
 PS0749'OF U.S. HIGHWAY 212.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY
 PS0749'212 FOR 0.45 MILE TO A POINT WHERE U.S. HIGHWAY 212 TURNS
 PS0749'LEFT.  A PAVED STREET GOES STRAIGHT, AND THE HOSPITAL IS ON
 PS0749'THE RIGHT.  CONTINUE STRAIGHT ON A PAVED STREET FOR 0.25 MILE
 PS0749'TO A CROSSROADS.  TURN RIGHT AND GO SOUTH ON A PAVED AND
 PS0749'THEN GRAVELED ROAD FOR 7.3 MILES TO A SIDE ROAD ON THE LEFT.
 PS0749'TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.55 MILE AND THE
 PS0749'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0372 ***********************************************************************
 OU0372  DESIGNATION -  ELK
 OU0372  PID         -  OU0372
 OU0372  STATE/COUNTY-  SD/CUSTER
 OU0372  COUNTRY     -  US
 OU0372  USGS QUAD   -  CLIFTON (2017)
 OU0372
 OU0372                         *CURRENT SURVEY CONTROL
 OU0372  ______________________________________________________________________
 OU0372* NAD 83(1996) POSITION- 43 43 41.32966(N) 104 02 59.60842(W)   ADJUSTED
 OU0372* NAVD 88 ORTHO HEIGHT -  1727.6   (meters)     5668.    (feet) VERTCON3
 OU0372  ______________________________________________________________________
 OU0372  GEOID HEIGHT    -        -13.817 (meters)                     GEOID18
 OU0372  LAPLACE CORR    -          9.84  (seconds)                    DEFLEC18
 OU0372  HORZ ORDER      -  SECOND
 OU0372
 OU0372.The horizontal coordinates were established by classical geodetic methods
 OU0372.and adjusted by the National Geodetic Survey in January 1998.
 OU0372
 OU0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0372
 OU0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0372.GEOID18 height accuracy estimate available here.
 OU0372
 OU0372.Click photographs - Photos may exist for this station.
 OU0372
 OU0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 OU0372
 OU0372. The following values were computed from the NAD 83(1996) position.
 OU0372
 OU0372;                    North         East     Units Scale Factor Converg.
 OU0372;SPC SD S     -   161,650.105   300,678.592   MT  0.99990870   -2 33 49.9
 OU0372;SPC SD S     -   530,347.05    986,476.35   sFT  0.99990870   -2 33 49.9
 OU0372;SPC WY E     -   359,151.911   289,974.918   MT  1.00003704   +0 46 19.2
 OU0372;SPC WY E     - 1,178,317.56    951,359.38   sFT  1.00003704   +0 46 19.2
 OU0372;UTM  13      - 4,842,118.044   576,521.235   MT  0.99967202   +0 39 24.4
 OU0372
 OU0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0372!SPC SD S     -   0.99973133  x   0.99990870  =   0.99964005
 OU0372!SPC WY E     -   0.99973133  x   1.00003704  =   0.99976836
 OU0372!UTM  13      -   0.99973133  x   0.99967202  =   0.99940344
 OU0372
 OU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7652142118(NAD 83)
 OU0372
 OU0372                          SUPERSEDED SURVEY CONTROL
 OU0372
 OU0372  NAD 83(1993)-  43 43 41.32353(N)    104 02 59.60848(W) AD(       ) 2
 OU0372  NAD 83(1986)-  43 43 41.31772(N)    104 02 59.58927(W) AD(       ) 2
 OU0372  NAD 27      -  43 43 41.40000(N)    104 02 57.83000(W) AD(       ) 2
 OU0372  USSD        -  43 43 41.82600(N)    104 02 57.52800(W) AD(       ) 3
 OU0372  NGVD 29 (07/19/86) 1727.0    (m)         5666.     (f) VERT ANG       
 OU0372
 OU0372.Superseded values are not recommended for survey control.
 OU0372
 OU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0372.See file dsdata.pdf to determine how the superseded data were derived.
 OU0372
 OU0372_MARKER: B = BOLT
 OU0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0372
 OU0372  HISTORY     - Date     Condition        Report By
 OU0372  HISTORY     - 1898     MONUMENTED       USGS
 OU0372  HISTORY     - 1912     GOOD             CGS
 OU0372
 OU0372                          STATION DESCRIPTION
 OU0372
 OU0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0372'A COPPER BOLT, ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY IN 1898,
 OU0372'1.035 METERS (3.40 FEET) FROM STATION ELK (SEE DESCRIPTION
 OU0372'THEREOF), N 10 DEG 20 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0373 ***********************************************************************
 OU0373  CBN         -  This is a Cooperative Base Network Control Station.
 OU0373  DESIGNATION -  ELK
 OU0373  PID         -  OU0373
 OU0373  STATE/COUNTY-  SD/CUSTER
 OU0373  COUNTRY     -  US
 OU0373  USGS QUAD   -  CLIFTON (2017)
 OU0373
 OU0373                         *CURRENT SURVEY CONTROL
 OU0373  ______________________________________________________________________
 OU0373* NAD 83(2011) POSITION- 43 43 41.29745(N) 104 02 59.61560(W)   ADJUSTED
 OU0373* NAD 83(2011) ELLIP HT-  1715.126 (meters)        (06/27/12)   ADJUSTED
 OU0373* NAD 83(2011) EPOCH   -  2010.00
 OU0373* NAVD 88 ORTHO HEIGHT -  1729.0   (meters)     5673.    (feet) GPS OBS
 OU0373  ______________________________________________________________________
 OU0373  NAVD 88 orthometric height was determined with geoid model    GEOID96
 OU0373  GEOID HEIGHT    -        -13.787 (meters)                     GEOID96
 OU0373  GEOID HEIGHT    -        -13.817 (meters)                     GEOID18
 OU0373  NAD 83(2011) X  - -1,121,011.171 (meters)                     COMP
 OU0373  NAD 83(2011) Y  - -4,479,508.953 (meters)                     COMP
 OU0373  NAD 83(2011) Z  -  4,387,498.767 (meters)                     COMP
 OU0373  LAPLACE CORR    -          9.84  (seconds)                    DEFLEC18
 OU0373
 OU0373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OU0373  Standards:
 OU0373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OU0373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OU0373  -------------------------------------------------------------------
 OU0373  NETWORK    0.90   2.35           0.42   0.29   1.20     -0.03740171
 OU0373  -------------------------------------------------------------------
 OU0373  Click here for local accuracies and other accuracy information.
 OU0373
 OU0373.The horizontal coordinates were established by GPS observations
 OU0373.and adjusted by the National Geodetic Survey in June 2012.
 OU0373
 OU0373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OU0373.been affixed to the stable North American tectonic plate. See 
 OU0373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OU0373
 OU0373.The horizontal coordinates are valid at the epoch date displayed above
 OU0373.which is a decimal equivalence of Year/Month/Day.
 OU0373
 OU0373.The orthometric height was determined by GPS observations and a
 OU0373.high-resolution geoid model.
 OU0373
 OU0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0373.GEOID18 height accuracy estimate available here.
 OU0373
 OU0373.Click photographs - Photos may exist for this station.
 OU0373
 OU0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OU0373
 OU0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 OU0373
 OU0373.The ellipsoidal height was determined by GPS observations
 OU0373.and is referenced to NAD 83.
 OU0373
 OU0373. The following values were computed from the NAD 83(2011) position.
 OU0373
 OU0373;                    North         East     Units Scale Factor Converg.
 OU0373;SPC SD S     -   161,649.119   300,678.387   MT  0.99990870   -2 33 50.0
 OU0373;SPC SD S     -   530,343.82    986,475.67   sFT  0.99990870   -2 33 50.0
 OU0373;SPC WY E     -   359,150.915   289,974.770   MT  1.00003704   +0 46 19.2
 OU0373;SPC WY E     - 1,178,314.29    951,358.89   sFT  1.00003704   +0 46 19.2
 OU0373;UTM  13      - 4,842,117.048   576,521.086   MT  0.99967202   +0 39 24.4
 OU0373
 OU0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0373!SPC SD S     -   0.99973112  x   0.99990870  =   0.99963985
 OU0373!SPC WY E     -   0.99973112  x   1.00003704  =   0.99976815
 OU0373!UTM  13      -   0.99973112  x   0.99967202  =   0.99940323
 OU0373
 OU0373:                Primary Azimuth Mark                     Grid Az
 OU0373:SPC SD S     -  SULLIVAN                                 168 19 36.8
 OU0373:SPC WY E     -  SULLIVAN                                 164 59 27.6
 OU0373:UTM  13      -  SULLIVAN                                 165 06 22.4
 OU0373
 OU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7652142117(NAD 83)
 OU0373
 OU0373|---------------------------------------------------------------------|
 OU0373| PID    Reference Object                     Distance      Geod. Az  |
 OU0373|                                                           dddmmss.s |
 OU0373| OU0372 ELK                                   1.035 METERS 01020     |
 OU0373| CP9263 ELK RM                                4.497 METERS 15320     |
 OU0373| OU0374 SULLIVAN                            APPROX.15.5 KM 1654546.8 |
 OU0373|---------------------------------------------------------------------|
 OU0373
 OU0373                          SUPERSEDED SURVEY CONTROL
 OU0373
 OU0373  NAD 83(2007)-  43 43 41.29729(N)    104 02 59.61671(W) AD(2002.00) 0
 OU0373  ELLIP H (02/10/07) 1715.154  (m)                       GP(2002.00)    
 OU0373  ELLIP H (04/15/04) 1715.146  (m)                       GP(       ) 2 1
 OU0373  NAD 83(1996)-  43 43 41.29654(N)    104 02 59.61675(W) AD(       ) B
 OU0373  ELLIP H (04/18/97) 1715.205  (m)                       GP(       ) 4 1
 OU0373  NAD 83(1993)-  43 43 41.29054(N)    104 02 59.61678(W) AD(       ) 1
 OU0373  NAD 83(1986)-  43 43 41.28473(N)    104 02 59.59757(W) AD(       ) 1
 OU0373  NAD 27      -  43 43 41.36900(N)    104 02 57.84000(W) AD(       ) 1
 OU0373  USSD        -  43 43 41.79300(N)    104 02 57.53600(W) AD(       ) 3
 OU0373  NGVD 29 (06/17/92) 1728.3    (m)  UNKNOWN  model used  GPS OBS        
 OU0373  NGVD 29 (07/19/86) 1727.0    (m)         5666.     (f) VERT ANG       
 OU0373
 OU0373.Superseded values are not recommended for survey control.
 OU0373
 OU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0373.See file dsdata.pdf to determine how the superseded data were derived.
 OU0373
 OU0373_MARKER: DS = TRIANGULATION STATION DISK
 OU0373_SETTING: 66 = SET IN ROCK OUTCROP
 OU0373_STAMPING: 5669
 OU0373_MARK LOGO: CGS
 OU0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0373+STABILITY: POSITION/ELEVATION WELL
 OU0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0373+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 OU0373
 OU0373  HISTORY     - Date     Condition        Report By
 OU0373  HISTORY     - 1912     MONUMENTED       CGS
 OU0373  HISTORY     - 1912     GOOD             CGS
 OU0373  HISTORY     - 19911015 GOOD             USFS
 OU0373  HISTORY     - 19960912 GOOD             USFS
 OU0373  HISTORY     - 20230621 GOOD             BLM
 OU0373
 OU0373                          STATION DESCRIPTION
 OU0373
 OU0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0373'ABOUT 15 MILES NORTH OF DEWEY, AND 15 MILES SOUTHEAST OF
 OU0373'NEWCASTLE, 1/4 MILE EAST OF STATE BOUNDARY, AT EXTREME NORTH
 OU0373'END OF ELK MOUNTAINS, AND ON TIMBERED PEAK WHICH HAS ABRUPT
 OU0373'SLOPES TO WEST AND NORTH.  MARKED BY STANDARD STATION DISK IN
 OU0373'SOLID ROCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN SOLID
 OU0373'ROCK, 0.2 METER (0.7 FOOT) ABOVE STATION, AND 4,497 METERS
 OU0373'(14.75 FEET) FROM STATION S 26 DEG 40 MIN E.  STATION
 OU0373'ELK (U.S.G.S.) MARKED BY COPPER BOLT, IS 1.035 METERS (3.40
 OU0373'FEET) FROM STATION N 10 DEG 20 MIN E.
 OU0373
 OU0373                          STATION RECOVERY (1912)
 OU0373
 OU0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912
 OU0373'RECOVERED IN GOOD CONDITION.
 OU0373
 OU0373                          STATION RECOVERY (1991)
 OU0373
 OU0373'RECOVERY NOTE BY US FOREST SERVICE 1991
 OU0373'STATIN IS LOCATED ABOUT 20 MI (32.19 KM) WEST OF CUSTER S.D. AND 9.5
 OU0373'MI (15.29 KM) . SOUTH-SOUTHEAST OF NEWCASTLE WY. AND 11.75 MI
 OU0373'(18.91 KM) . NORTH OF DEWEY S.D.. THE STATION IS LOCATED ON A 6FT X
 OU0373'6 SANDSTONE OUTCROP AT THE NORTHERN-MOST EDGE OF THE ELK MOUNTIANS,IN
 OU0373'THE BLACK HILLS NATIONAL FOREST.
 OU0373'TO REACH THE STATION FROM THE INTERSECTION OF CUSTER COUNTY RD. 769
 OU0373'AND STATE HIGHWAY 16WEST OF CUSTER), TRAVEL SOUTH ON COUNTY RD.
 OU0373'3.05MI TO ITS INTERSECTION WITH FOREST SERVICE RD. 123. TAKE RD. 123
 OU0373'WEST 2.6MI INTO WYOMING WHERE THIS ROAD BECOMES F.S. RD. 818.
 OU0373'CONTINUE 1.75MI TO THE END OF F.S. RD. 818 AT THE INTERSECTION OF F
 OU0373'.S. RD. 118 AND 118-1A. TAKE RD. 118 0.9MI TO A STEEL GATE, THEN 0.5
 OU0373'MI (0.80 KM) . TO A CLEARING. TURN LEFT OFF THE ROAD AND DRIVE NORTH
 OU0373'ALONG THE TREE LINE ABOUT 300 FT TO THE END OF TRUCK TRAVEL.
 OU0373'THEN TRAVEL BY FOOT NORTHWESTERLY ALONG AN OBLITERATED ROAD ABOUT
 OU0373'600 FT. FROM THIS POINT THE STATION IS ON THE HIGHEST OUTCROP VISABLE
 OU0373'TO THE WEST AT APP. 200 FT. A STEEL POST WITH A SURVEY MARKER SIGN IS
 OU0373'3 FT E. OF THE STATION AND THE ELK MOUNTIAN LOOKOUT TOWER BEARS S.54
 OU0373'W. , 2700 FT (SCALED).
 OU0373
 OU0373                          STATION RECOVERY (1996)
 OU0373
 OU0373'RECOVERY NOTE BY US FOREST SERVICE 1996 (DFC)
 OU0373'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) WEST OF CUSTER, 9.5 MI
 OU0373'(15.3 KM) SOUTH-SOUTHEAST OF NEWCASTLE, WY, AND 11.75 MI (18.91 KM)
 OU0373'NORTH OF DEWEY, ON FOREST SERVICE ROAD 118.  OWNERSHIP--U.S.
 OU0373'DEPARTMENT OF THE INTERIOR.  TO REACH THE STATION FROM THE JUNCTION OF
 OU0373'U.S. HIGHWAYS 16 AND 385 AND STATE HIGHWAY 89 IN CUSTER, GO WEST ON
 OU0373'U.S. HIGHWAY 16 FOR 24.2 MI (38.9 KM) TO THE JUNCTION OF COUNTY ROAD
 OU0373'769, TURN LEFT AND GO SOUTH ON COUNTY ROAD 769 FOR 3.05 MI (4.91 KM)
 OU0373'TO THE JUNCTION OF FOREST SERVICE ROAD 123, TURN RIGHT, WEST ON FOREST
 OU0373'ROAD 123 FOR 2.6 MI (4.2 KM) INTO WYOMING WHERE THE ROAD BECOMES
 OU0373'FOREST SERVICE ROAD 818, CONTINUE ON FOREST ROAD 818 FOR 0.15 MI (0.24
 OU0373'KM) TO THE JUNCTION OF FOREST ROAD 118-C.  BEAR LEFT, CONTINUING ON
 OU0373'FOREST ROAD 818 FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF FOREST SERVICE
 OU0373'ROAD 118-1A, BEAR RIGHT, AND CONTINUE ON ROAD 118 FOR 0.45 MI (0.72
 OU0373'KM) TO A METAL GATE, GO THROUGH THE GATE AND CONTINUE ON ROAD 118 TO A
 OU0373'LARGE CLEARING, TURN LEFT, NORTH OFF THE ROAD AND DRIVE ALONG A TREE
 OU0373'LINE ABOUT 300 FT (91.4 M) TO THE END OF TRUCK TRAVEL.  THEN TRAVEL BY
 OU0373'FOOT NORTHWESTERLY ALONG AN OBLITERATED TRAIL FOR ABOUT 600.0 FT
 OU0373'(182.9 M), FROM THIS POINT THE STATION IS APPROXIMATELY 200.0 FT (61.0
 OU0373'M) ON THE HIGHEST OUTCROP VISIBLE TO THE WEST.  THE STATION IS SET IN
 OU0373'A 6 BY 6-FOOT SANDSTONE OUTCROP AND IS 0.3 FT (9.1 CM) WEST OF A
 OU0373'WITNESS POST.
 OU0373
 OU0373                          STATION RECOVERY (2023)
 OU0373
 OU0373'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2023 (JEJ)
 OU0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2211 ***********************************************************************
 PU2211  DESIGNATION -  ELK
 PU2211  PID         -  PU2211
 PU2211  STATE/COUNTY-  SD/MEADE
 PU2211  COUNTRY     -  US
 PU2211  USGS QUAD   -  OWANKA NW (2017)
 PU2211
 PU2211                         *CURRENT SURVEY CONTROL
 PU2211  ______________________________________________________________________
 PU2211* NAD 83(1996) POSITION- 44 14 20.41488(N) 102 43 43.71619(W)   ADJUSTED
 PU2211* NAVD 88 ORTHO HEIGHT -   817.46  (+/-2cm)     2682.0   (feet) VERTCON3
 PU2211  ______________________________________________________________________
 PU2211  GEOID HEIGHT    -        -17.941 (meters)                     GEOID18
 PU2211  LAPLACE CORR    -         -7.65  (seconds)                    DEFLEC18
 PU2211  HORZ ORDER      -  THIRD
 PU2211  VERT ORDER      -  THIRD ? (See Below)
 PU2211
 PU2211.The horizontal coordinates were established by classical geodetic methods
 PU2211.and adjusted by the National Geodetic Survey in January 1998.
 PU2211
 PU2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2211
 PU2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2211.GEOID18 height accuracy estimate available here.
 PU2211
 PU2211.The vertical order pertains to the NGVD 29 superseded value.
 PU2211
 PU2211.Click photographs - Photos may exist for this station.
 PU2211
 PU2211.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2211
 PU2211. The following values were computed from the NAD 83(1996) position.
 PU2211
 PU2211;                    North         East     Units Scale Factor Converg.
 PU2211;SPC SD N     -    48,753.299   382,045.870   MT  1.00003877   -1 55 52.6
 PU2211;SPC SD N     -   159,951.45  1,253,428.83   sFT  1.00003877   -1 55 52.6
 PU2211;SPC SD S     -   214,469.621   408,674.009   MT  0.99996553   -1 39 09.1
 PU2211;SPC SD S     -   703,639.08  1,340,791.31   sFT  0.99996553   -1 39 09.1
 PU2211;UTM  13      - 4,900,927.458   681,359.413   MT  1.00000453   +1 35 05.8
 PU2211
 PU2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2211!SPC SD N     -   0.99987465  x   1.00003877  =   0.99991342
 PU2211!SPC SD S     -   0.99987465  x   0.99996553  =   0.99984019
 PU2211!UTM  13      -   0.99987465  x   1.00000453  =   0.99987918
 PU2211
 PU2211:                Primary Azimuth Mark                     Grid Az
 PU2211:SPC SD N     -  TT 13 GB                                 003 38 55.5
 PU2211:SPC SD S     -  TT 13 GB                                 003 22 12.0
 PU2211:UTM  13      -  TT 13 GB                                 000 07 57.1
 PU2211
 PU2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8135900927(NAD 83)
 PU2211
 PU2211|---------------------------------------------------------------------|
 PU2211| PID    Reference Object                     Distance      Geod. Az  |
 PU2211|                                                           dddmmss.s |
 PU2211| PU2212 TT 13 GB                            APPROX. 0.6 KM 0014302.9 |
 PU2211| CP9264 ELK RM 1                             18.448 METERS 09907     |
 PU2211| CP9265 ELK RM 2                             11.583 METERS 35927     |
 PU2211|---------------------------------------------------------------------|
 PU2211
 PU2211                          SUPERSEDED SURVEY CONTROL
 PU2211
 PU2211  NAD 83(1993)-  44 14 20.40708(N)    102 43 43.71777(W) AD(       ) 3
 PU2211  NAD 83(1986)-  44 14 20.40773(N)    102 43 43.71988(W) AD(       ) 3
 PU2211  NAD 27      -  44 14 20.46400(N)    102 43 42.12100(W) AD(       ) 3
 PU2211  NGVD 29             817.00   (m)         2680.4    (f) LEVELING    3  
 PU2211
 PU2211.Superseded values are not recommended for survey control.
 PU2211
 PU2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2211.See file dsdata.pdf to determine how the superseded data were derived.
 PU2211
 PU2211_MARKER: DS = TRIANGULATION STATION DISK
 PU2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2211_STAMPING: ELK 1950
 PU2211_MARK LOGO: CGS
 PU2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2211+STABILITY: SURFACE MOTION
 PU2211
 PU2211  HISTORY     - Date     Condition        Report By
 PU2211  HISTORY     - 1950     MONUMENTED       CGS
 PU2211
 PU2211                          STATION DESCRIPTION
 PU2211
 PU2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2211'THE STATION IS LOCATED ON A GRADED ROAD RIGHT-OF-WAY, ABOUT 12
 PU2211'MILES NORTHEAST OF NEW UNDERWOOD, ABOUT 2 MILES NORTH OF ELK
 PU2211'CREEK, 30 FEET WEST OF THE CENTER OF THE GRADED ROAD, 4 FEET
 PU2211'NORTH OF A WITNESS POST, AND 2 FEET EAST OF A WIRE FENCE.
 PU2211'
 PU2211'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14
 PU2211'AND 16 AND THE MAIN STREET NORTH OF THE BUSINESS DISTRICT IN
 PU2211'NEW UNDERWOOD, GO EAST ON HIGHWAY 14 AND 16 FOR 0.35 MILE TO A
 PU2211'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 PU2211'FOR 8.25 MILES TO A FORK JUST AFTER PASSING THE VIEWFIELD STORE
 PU2211'AND CHURCH ON THE RIGHT.  BEAR RIGHT AND GO EAST ON A GRADED
 PU2211'ROAD FOR 5.15 MILES TO THE POINT WHERE THE MAIN ROAD TURNS LEFT.
 PU2211'TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSS ROAD AND A
 PU2211'SCHOOL ON THE LEFT.  CONTINUE NORTH FOR 0.9 MILE TO THE STATION
 PU2211'ON THE LEFT.  CONTINUE NORTH FOR 0.4 TO THE AZIMUTH MARK ON
 PU2211'THE RIGHT.
 PU2211'
 PU2211'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ELK
 PU2211'1950.
 PU2211'
 PU2211'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS
 PU2211'6 INCHES, AND THE DISK IS STAMPED ELK NO 1 1950.
 PU2211'
 PU2211'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A WIRE FENCE.  IT PROJECTS
 PU2211'6 INCHES, AND THE DISK IS STAMPED ELK NO 2 1950.
 PU2211'
 PU2211'TT 13 GB (USGS) IS 28 FEET EAST OF THE CENTER OF A GRADED ROAD
 PU2211'AND 2 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD U.S.
 PU2211'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A 6-INCH
 PU2211'CONCRETE CYLINDER PROJECTING 3 INCHES.  THE DISK IS STAMPED TT
 PU2211'13 GB 1950.
 PU2211'
 PU2211'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2211'SQUARE CONCRETE POST.  THE REFERENCE MARKS ARE STANDARD DISKS
 PU2211'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0821 ***********************************************************************
 QS0821  DESIGNATION -  ELK BUTTE
 QS0821  PID         -  QS0821
 QS0821  STATE/COUNTY-  SD/CORSON
 QS0821  COUNTRY     -  US
 QS0821  USGS QUAD   -  LITTLE EAGLE (2017)
 QS0821
 QS0821                         *CURRENT SURVEY CONTROL
 QS0821  ______________________________________________________________________
 QS0821* NAD 83(1996) POSITION- 45 42 16.33984(N) 100 47 23.21712(W)   ADJUSTED
 QS0821* NAVD 88 ORTHO HEIGHT -   668.    (meters)     2192.    (feet) SCALED
 QS0821  ______________________________________________________________________
 QS0821  GEOID HEIGHT    -        -21.210 (meters)                     GEOID18
 QS0821  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 QS0821  HORZ ORDER      -  THIRD
 QS0821
 QS0821.The horizontal coordinates were established by classical geodetic methods
 QS0821.and adjusted by the National Geodetic Survey in January 1998.
 QS0821
 QS0821.The orthometric height was scaled from a topographic map.
 QS0821
 QS0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0821.GEOID18 height accuracy estimate available here.
 QS0821
 QS0821.Click photographs - Photos may exist for this station.
 QS0821
 QS0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0821
 QS0821. The following values were computed from the NAD 83(1996) position.
 QS0821
 QS0821;                    North         East     Units Scale Factor Converg.
 QS0821;SPC SD N     -   208,240.967   538,496.742   MT  1.00000416   -0 33 32.3
 QS0821;SPC SD N     -   683,203.91  1,766,718.06   sFT  1.00000416   -0 33 32.3
 QS0821;UTM  14      - 5,062,778.337   360,677.726   MT  0.99983864   -1 16 52.5
 QS0821
 QS0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0821!SPC SD N     -   0.99989855  x   1.00000416  =   0.99990271
 QS0821!UTM  14      -   0.99989855  x   0.99983864  =   0.99973721
 QS0821
 QS0821:                Primary Azimuth Mark                     Grid Az
 QS0821:SPC SD N     -  ELK BUTTE AZ MK                          033 52 50.3
 QS0821:UTM  14      -  ELK BUTTE AZ MK                          034 36 10.5
 QS0821
 QS0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6067762778(NAD 83)
 QS0821
 QS0821|---------------------------------------------------------------------|
 QS0821| PID    Reference Object                     Distance      Geod. Az  |
 QS0821|                                                           dddmmss.s |
 QS0821| CO4883 ELK BUTTE AZ MK                                    0331918.0 |
 QS0821| CO4884 ELK BUTTE RM 1                       11.193 METERS 08910     |
 QS0821| CO4885 ELK BUTTE RM 2                       10.684 METERS 18458     |
 QS0821|---------------------------------------------------------------------|
 QS0821
 QS0821                          SUPERSEDED SURVEY CONTROL
 QS0821
 QS0821  NAD 83(1986)-  45 42 16.33125(N)    100 47 23.21348(W) AD(       ) 3
 QS0821  NAD 27      -  45 42 16.31400(N)    100 47 21.72900(W) AD(       ) 3
 QS0821
 QS0821.Superseded values are not recommended for survey control.
 QS0821
 QS0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0821.See file dsdata.pdf to determine how the superseded data were derived.
 QS0821
 QS0821_MARKER: DB = BENCH MARK DISK
 QS0821_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0821_STAMPING: ELK BUTTE 1946
 QS0821_MARK LOGO: USGS
 QS0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0821
 QS0821  HISTORY     - Date     Condition        Report By
 QS0821  HISTORY     - 1946     MONUMENTED       USGS
 QS0821  HISTORY     - 1952     GOOD             CGS
 QS0821
 QS0821                          STATION DESCRIPTION
 QS0821
 QS0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0821'THE STATION IS IN SECTION 10, T 20 N, R 27 E, ON INDIAN ALLOTMENT LAND
 QS0821'LEASED BY MR. EDWARD HAUCK WHO LIVES 1.0 MILE NORTH OF THE STATION,
 QS0821'ABOUT 7-3/4 MILES SOUTH AND 1-3/4 MILES EAST OF MC LAUGHLIN, 2-1/4
 QS0821'MILES NORTHEAST OF LITTLE EAGLE AND ON A BUTTE LOCALLY KNOWN AS ELK
 QS0821'BUTTE.
 QS0821'
 QS0821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QS0821'HIGHWAY 63 AT THE NORTH EDGE OF MC LAUGHLIN, GO SOUTH THROUGH TOWN ON
 QS0821'U.S. HIGHWAY 12 FOR 4.9 MILES TO A POINT WHERE THE HIGHWAY TURNS EAST,
 QS0821'CONTINUE ON THE HIGHWAY FOR 1.3 MILES TO A CROSS ROAD, TURN RIGHT,
 QS0821'SOUTH, AND GO 0.5 MILE TO A FORK, KEEP LEFT FORK AND GO 0.45 MILE TO A
 QS0821'REVERSE FORK, TURN RIGHT AND CONTINUE ON THE MAIN DIRT ROAD FOR 0.8
 QS0821'MILE TO A GATE AT THE NORTH EDGE OF MR. HAUCKS YARD, TURN LEFT ABOUT
 QS0821'50 FEET TO A FENCE CORNER, TURN RIGHT, SOUTH, AND FOLLOW ALONG EAST
 QS0821'SIDE OF FENCE FOR 0.5 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON
 QS0821'THE RIGHT AS DESCRIBED, BEAR RIGHT AND GO SOUTHWEST ACROSS PASTURE
 QS0821'LAND FOR 0.5 MILE TO THE BASE OF THE BUTTE AND THE END OF TRUCK
 QS0821'TRAVEL, PACK SOUTHWESTERLY UP STEEP SLOPE TO TOP OF BUTTE AND THE
 QS0821'STATION.
 QS0821'
 QS0821'THE STATION IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A 6 X
 QS0821'6 INCH CONCRETE POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 QS0821'STAMPED 1946 ELK BUTTE.
 QS0821'
 QS0821'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED ELK BUTTE
 QS0821'USGS NO 1 1952.
 QS0821'
 QS0821'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED ELK BUTTE
 QS0821'USGS NO 2 1952.
 QS0821'
 QS0821'THE AZIMUTH MARK IS 153 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A
 QS0821'WIRE FENCE AND 2 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS POST.  THE
 QS0821'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELK BUTTE USGS 1952.
 QS0821'
 QS0821'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1841 ***********************************************************************
 NM1841  DESIGNATION -  ELK POINT MUNICIPAL TANK
 NM1841  PID         -  NM1841
 NM1841  STATE/COUNTY-  SD/UNION
 NM1841  COUNTRY     -  US
 NM1841  USGS QUAD   -  ELK POINT (2017)
 NM1841
 NM1841                         *CURRENT SURVEY CONTROL
 NM1841  ______________________________________________________________________
 NM1841* NAD 83(1996) POSITION- 42 41 12.53906(N) 096 41 15.98335(W)   ADJUSTED
 NM1841  ______________________________________________________________________
 NM1841  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 NM1841  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 NM1841  HORZ ORDER      -  THIRD
 NM1841
 NM1841.The horizontal coordinates were established by classical geodetic methods
 NM1841.and adjusted by the National Geodetic Survey in January 1998.
 NM1841
 NM1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1841.GEOID18 height accuracy estimate available here.
 NM1841
 NM1841.Click photographs - Photos may exist for this station.
 NM1841
 NM1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1841
 NM1841. The following values were computed from the NAD 83(1996) position.
 NM1841
 NM1841;                    North         East     Units Scale Factor Converg.
 NM1841;SPC SD S     -    45,825.848   898,683.192   MT  1.00003790   +2 30 53.6
 NM1841;SPC SD S     -   150,346.97  2,948,429.77   sFT  1.00003790   +2 30 53.6
 NM1841;UTM  14      - 4,728,629.400   689,424.397   MT  1.00004147   +1 34 05.3
 NM1841
 NM1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8942428629(NAD 83)
 NM1841
 NM1841                          SUPERSEDED SURVEY CONTROL
 NM1841
 NM1841  NAD 83(1995)-  42 41 12.53909(N)    096 41 15.98328(W) AD(       ) 3
 NM1841  NAD 83(1986)-  42 41 12.54293(N)    096 41 15.97827(W) AD(       ) 3
 NM1841  NAD 27      -  42 41 12.55200(N)    096 41 14.85300(W) AD(       ) 3
 NM1841
 NM1841.Superseded values are not recommended for survey control.
 NM1841
 NM1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1841.See file dsdata.pdf to determine how the superseded data were derived.
 NM1841
 NM1841_MARKER: 53 = ELEVATED TANK
 NM1841
 NM1841  HISTORY     - Date     Condition        Report By
 NM1841  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1841
 NM1841                          STATION DESCRIPTION
 NM1841
 NM1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1841'THIS STATION IS LOCATED IN THE VILLAGE OF ELK POINT, 3 BLOCKS
 NM1841'WEST AND 1 BLOCK SOUTH OF THE UNION COUNTY COURT HOUSE.  IT
 NM1841'IS A HIGH ELEVATED TANK, ABOUT 140 FEET HIGH, PAINTED IN ALTERNATE
 NM1841'BANDS OF ORANGE AND WHITE, WITH A ROUND KNOB AT THE APEX AND
 NM1841'CENTER.  THIS KNOB WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1840 ***********************************************************************
 NM1840  DESIGNATION -  ELK POINT ST JOSEPHS CATH CH
 NM1840  PID         -  NM1840
 NM1840  STATE/COUNTY-  SD/UNION
 NM1840  COUNTRY     -  US
 NM1840  USGS QUAD   -  ELK POINT (2017)
 NM1840
 NM1840                         *CURRENT SURVEY CONTROL
 NM1840  ______________________________________________________________________
 NM1840* NAD 83(1996) POSITION- 42 41 01.59258(N) 096 40 43.12251(W)   ADJUSTED
 NM1840  ______________________________________________________________________
 NM1840  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM1840  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 NM1840  HORZ ORDER      -  THIRD
 NM1840
 NM1840.The horizontal coordinates were established by classical geodetic methods
 NM1840.and adjusted by the National Geodetic Survey in January 1998.
 NM1840
 NM1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1840.GEOID18 height accuracy estimate available here.
 NM1840
 NM1840.Click photographs - Photos may exist for this station.
 NM1840
 NM1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1840
 NM1840. The following values were computed from the NAD 83(1996) position.
 NM1840
 NM1840;                    North         East     Units Scale Factor Converg.
 NM1840;SPC SD S     -    45,521.249   899,445.433   MT  1.00003876   +2 31 16.3
 NM1840;SPC SD S     -   149,347.63  2,950,930.56   sFT  1.00003876   +2 31 16.3
 NM1840;UTM  14      - 4,728,312.245   690,181.504   MT  1.00004500   +1 34 27.3
 NM1840
 NM1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9018128312(NAD 83)
 NM1840
 NM1840                          SUPERSEDED SURVEY CONTROL
 NM1840
 NM1840  NAD 83(1995)-  42 41 01.59255(N)    096 40 43.12248(W) AD(       ) 3
 NM1840  NAD 83(1986)-  42 41 01.59601(N)    096 40 43.11759(W) AD(       ) 3
 NM1840  NAD 27      -  42 41 01.60600(N)    096 40 41.98400(W) AD(       ) 3
 NM1840
 NM1840.Superseded values are not recommended for survey control.
 NM1840
 NM1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1840.See file dsdata.pdf to determine how the superseded data were derived.
 NM1840
 NM1840_MARKER: 91 = CHURCH CROSS
 NM1840
 NM1840  HISTORY     - Date     Condition        Report By
 NM1840  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1840
 NM1840                          STATION DESCRIPTION
 NM1840
 NM1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1840'THIS STATION IS LOCATED IN THE VILLAGE OF ELK POINT, 3 BLOCKS
 NM1840'EAST OF THE UNION COUNTY COURT HOUSE ON MAIN STREET.  THIS
 NM1840'LARGE CHURCH IS CONSTRUCTED OF RED BRICK WITH A RED SHINGLED
 NM1840'ROOF WITH A TALL STEEPLE AT THE FRONT OR SOUTH END OF THE
 NM1840'BUILDING.  THE STEEPLE HAS A SILVER COLORED CROSS PROJECTING
 NM1840'FROM THE APEX OF THE STEEPLE AND WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0086 ***********************************************************************
 PR0086  DESIGNATION -  ELKTON
 PR0086  PID         -  PR0086
 PR0086  STATE/COUNTY-  SD/BROOKINGS
 PR0086  COUNTRY     -  US
 PR0086  USGS QUAD   -  ELKTON (2017)
 PR0086
 PR0086                         *CURRENT SURVEY CONTROL
 PR0086  ______________________________________________________________________
 PR0086* NAD 83(1996) POSITION- 44 14 07.37278(N) 096 28 55.04122(W)   ADJUSTED
 PR0086* NAVD 88 ORTHO HEIGHT -   532.964 (meters)     1748.57  (feet) ADJUSTED
 PR0086  ______________________________________________________________________
 PR0086  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 PR0086  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 PR0086  DYNAMIC HEIGHT  -        532.855 (meters)     1748.21  (feet) COMP
 PR0086  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 PR0086
 PR0086  HORZ ORDER      -  SECOND
 PR0086  VERT ORDER      -  SECOND    CLASS I
 PR0086
 PR0086.The horizontal coordinates were established by classical geodetic methods
 PR0086.and adjusted by the National Geodetic Survey in January 1998.
 PR0086
 PR0086.The orthometric height was determined by differential leveling and
 PR0086.adjusted by the NATIONAL GEODETIC SURVEY
 PR0086.in June 1991.
 PR0086
 PR0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0086.GEOID18 height accuracy estimate available here.
 PR0086
 PR0086.Click photographs - Photos may exist for this station.
 PR0086
 PR0086.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0086
 PR0086.The dynamic height is computed by dividing the NAVD 88
 PR0086.geopotential number by the normal gravity value computed on the
 PR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0086.degrees latitude (g = 980.6199 gals.).
 PR0086
 PR0086.The modeled gravity was interpolated from observed gravity values.
 PR0086
 PR0086. The following values were computed from the NAD 83(1996) position.
 PR0086
 PR0086;                    North         East     Units Scale Factor Converg.
 PR0086;SPC SD N     -    50,783.043   880,973.689   MT  1.00003966   +2 29 23.5
 PR0086;SPC SD N     -   166,610.70  2,890,327.84   sFT  1.00003966   +2 29 23.5
 PR0086;SPC SD S     -   218,440.022   907,559.402   MT  0.99996485   +2 39 24.8
 PR0086;SPC SD S     -   716,665.31  2,977,551.14   sFT  0.99996485   +2 39 24.8
 PR0086;UTM  14      - 4,901,100.152   701,083.931   MT  1.00009731   +1 45 25.9
 PR0086
 PR0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0086!SPC SD N     -   0.99992048  x   1.00003966  =   0.99996014
 PR0086!SPC SD S     -   0.99992048  x   0.99996485  =   0.99988533
 PR0086!UTM  14      -   0.99992048  x   1.00009731  =   1.00001778
 PR0086
 PR0086:                Primary Azimuth Mark                     Grid Az
 PR0086:SPC SD N     -  SHAOKATAN                                012 01 54.6
 PR0086:SPC SD S     -  SHAOKATAN                                011 51 53.3
 PR0086:UTM  14      -  SHAOKATAN                                012 45 52.2
 PR0086
 PR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0108301100(NAD 83)
 PR0086
 PR0086|---------------------------------------------------------------------|
 PR0086| PID    Reference Object                     Distance      Geod. Az  |
 PR0086|                                                           dddmmss.s |
 PR0086| CO8456 ELKTON AZ MK                                       0025217.1 |
 PR0086| PR0817 SHAOKATAN                           APPROX.12.0 KM 0143118.1 |
 PR0086| PR0939 ELKTON ST MARY S CATH CH SPIRE      234.301 METERS 10329     |
 PR0086| PR0937 WARD EVAN LUTH IMMANUELS CH         APPROX. 9.1 KM 1691510.3 |
 PR0086| PR0954 FLANDREAU INDIAN SCHOOL TANK        APPROX.21.3 KM 2050804.8 |
 PR0086| PR0088 ELKTON RM 1                          37.874 METERS 22500     |
 PR0086| PR0940 ELKTON MUNICIPAL TANK                10.655 METERS 26055     |
 PR0086| PR0973 BROOKINGS MUNICIPAL TANK            APPROX.25.6 KM 2884038.6 |
 PR0086| PR0969 BROOKINGS SD ST COLL CAMPANILE      APPROX.26.0 KM 2901052.6 |
 PR0086| PR0974 BROOKINGS SD ST COLL TANK           APPROX.26.0 KM 2905542.9 |
 PR0086| PR0087 ELKTON RM 3                          21.225 METERS 29305     |
 PR0086| CO8457 ELKTON RM 2                          62.396 METERS 30850     |
 PR0086|---------------------------------------------------------------------|
 PR0086
 PR0086                          SUPERSEDED SURVEY CONTROL
 PR0086
 PR0086  NAD 83(1986)-  44 14 07.37231(N)    096 28 55.02192(W) AD(       ) 2
 PR0086  NAD 27      -  44 14 07.48800(N)    096 28 53.86600(W) AD(       ) 2
 PR0086  NGVD 29 (??/??/92)  532.703  (m)         1747.71   (f) ADJ UNCH    2 1
 PR0086
 PR0086.Superseded values are not recommended for survey control.
 PR0086
 PR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0086.See file dsdata.pdf to determine how the superseded data were derived.
 PR0086
 PR0086_MARKER: DS = TRIANGULATION STATION DISK
 PR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0086_STAMPING: ELKTON 1935
 PR0086_MARK LOGO: CGS
 PR0086_PROJECTION: FLUSH
 PR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0086+STABILITY: SURFACE MOTION
 PR0086
 PR0086  HISTORY     - Date     Condition        Report By
 PR0086  HISTORY     - 1935     MONUMENTED       CGS
 PR0086  HISTORY     - 1966     GOOD             CGS
 PR0086  HISTORY     - 1967     GOOD             MNHD
 PR0086  HISTORY     - 1976     GOOD             MNHD
 PR0086
 PR0086                          STATION DESCRIPTION
 PR0086
 PR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0086'STATION IS ON W EDGE OF ELKTON, ON CITY GROUND AT MUNICIPAL
 PR0086'WATER TANK, ABOUT 1/2 BLOCK W OF MAIN STREET, IN NE 1/4 SEC.
 PR0086'21, T 109 N, R 47 W.
 PR0086'
 PR0086'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0086'BRONZE DISKS SET IN CONCRETE.
 PR0086'
 PR0086'FLUSH MARK IS 26 FEET W OF CENTER LINE OF N-S ALLEY (GRAVEL),
 PR0086'18 FEET N OF CENTER OF SMALL WATER TANK ON GROUND, 29 FEET
 PR0086'NE OF SE LEG OF WATER TANK, 20.5 FEET SE OF NE LEG.  IT IS
 PR0086'ABOUT 125 FEET N OF E-W STREETS.
 PR0086'
 PR0086'REFERENCE MARK NO. 1 IS W OF STATION, 34 FEET N OF CENTER
 PR0086'LINE OF E-W STREET, 106 FEET E OF CENTER LINE OF N-S STREET.  IT
 PR0086'IS FLUSH.  REFERENCE MARK NO. 2 IS NW OF STATION, 5 FEET W OF
 PR0086'GRAVEL PATH, 34 FEET E OF CENTER LINE OF N-S STREET, 6 FEET
 PR0086'W AND 41 FEET S OF SW CORNER OF TIN-COVERED BUILDING.  IT IS
 PR0086'FLUSH.
 PR0086'
 PR0086'AZIMUTH MARK IS 0.1 MILE N OF STATION AND IS REACHED BY GOING
 PR0086'0.1 MILE N ALONG ALLEY ACROSS STREET AND INTO ALLEY ON OTHER
 PR0086'SIDE TO OLD CONCRETE FOUNDATION ON R, E.  MARK IS 2 FEET E
 PR0086'OF WOODEN FENCE CORNER, 12 FEET E OF CENTER LINE OF ALLEY, SET
 PR0086'BETWEEN CONCRETE FOUNDATION AND WOODEN FENCE.  IT PROJECTS
 PR0086'8 INCHES.
 PR0086'
 PR0086'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 PR0086
 PR0086                          STATION RECOVERY (1966)
 PR0086
 PR0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0086'THE STATION RECOVERED AND STATION AND R.M. NO. 1 FOUND IN GOOD
 PR0086'CONDITION.  THE STATION MARK IS 33.5 FEET EAST OF THE CENTER
 PR0086'OF THE OF THE EAST SIDE OF CENTER PIPE OF WATER TOWER, 27.6 FEET
 PR0086'NORTHEAST OF EAST CORNER OF CONCRETE FOUNDATION FOR SOUTHEAST
 PR0086'LEG OF TOWER, 19 FEET SOUTHEAST OF EAST CORNER OF CONCRETE
 PR0086'FOUNDATION OF NORTHEAST LEG AND 18 FEET NORTH OF THE CENTER
 PR0086'OF A LOW METAL TANK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PR0086'ELKTON 1935.
 PR0086'
 PR0086'R.M. NO. 1 IS 62.3 FEET EAST OF THE EAST EDGE OF SIDEWALK ON
 PR0086'EAST SIDE OF NORTH-SOUTH STREET AND 30.5 FEET NORTH OF CENTERLINE
 PR0086'OF EAST-WEST STREET.  THE MARK IS 2 INCHES BELOW THE GRAVEL
 PR0086'DRIVEWAY AND THE DISK IS STAMPED ELKTON NO 1 1935.
 PR0086'
 PR0086'R.M. NO. 3 IS 19 FEET NORTHWEST OF NORTHWEST LEG OF WATER TOWER
 PR0086'AND 1 FOOT SOUTH OF A ROW OF SMALL TREES.  THE MARK IS FLUSH
 PR0086'AND THE DISK IS STAMPED ELKTON NO 3 1935 1966.
 PR0086'
 PR0086'THE AZIMUTH MARK WAS DESTROYED AND A NEW MARK COULD NOT BE
 PR0086'ESTABLISHED AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 PR0086'
 PR0086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ELKTON
 PR0086
 PR0086                          STATION RECOVERY (1967)
 PR0086
 PR0086'RECOVERY NOTE BY MN HIGHWAY DEPT 1967 (NGF)
 PR0086'STATION MARK FOUND AS DESCRIBED R.M.S AND AZIMUTH MARK NOT
 PR0086'SEARCHED FOR.
 PR0086
 PR0086                          STATION RECOVERY (1976)
 PR0086
 PR0086'RECOVERY NOTE BY MN HIGHWAY DEPT 1976
 PR0086'AT ELKTON.
 PR0086'THE MARK IS LOCATED NEAR THE MUNICIPAL WATER TANK IN ELKTON.
 PR0086'IT IS 1/2 OR A BLOCK WEST OF MAIN STREET AND ABOUT 125 FEET NORTH
 PR0086'OF AN EAST-WEST CITY STREET.  IT IS 27.0 FEET WEST OF AND ABOUT
 PR0086'LEVEL WITH THE CENTER OF AN ALLEY, 18.3 FEET NORTH OF THE CENTER OF
 PR0086'A 10 FOOT DIAMETER STEEL WATER-TANK, 19.0 FEET SOUTHEAST OF THE
 PR0086'EAST CORNER OF THE CONCRETE BASE FOR THE NORTHEAST LEG OF THE
 PR0086'WATER TANK, 27.5 FEET NORTHEAST OF THE EAST CORNER OF THE CONCRETE
 PR0086'BASE FOR THE SOUTHEAST LEG OF THE WATER TANK, 124.3 FEET NORTHEAST
 PR0086'OF ELKTON REFERENCE MARK NUMBER 1, AND 69.6 FEET EAST-SOUTHEAST
 PR0086'OF ELKTON REFERENCE MARK NUMBER 3.  IT IS SET ON THE TOP OF A
 PR0086'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 PR0086'SECTION 21, T109N, R 47W.  LATITUDE 44 DEG - 14.1 MIN.  LONGITUDE
 PR0086'96 DEG - 28.9 MIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0940 ***********************************************************************
 PR0940  DESIGNATION -  ELKTON MUNICIPAL TANK
 PR0940  PID         -  PR0940
 PR0940  STATE/COUNTY-  SD/BROOKINGS
 PR0940  COUNTRY     -  US
 PR0940  USGS QUAD   -  ELKTON (2017)
 PR0940
 PR0940                         *CURRENT SURVEY CONTROL
 PR0940  ______________________________________________________________________
 PR0940* NAD 83(1996) POSITION- 44 14 07.31825(N) 096 28 55.51533(W)   ADJUSTED
 PR0940  ______________________________________________________________________
 PR0940  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 PR0940  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 PR0940  HORZ ORDER      -  THIRD
 PR0940
 PR0940.The horizontal coordinates were established by classical geodetic methods
 PR0940.and adjusted by the National Geodetic Survey in January 1998.
 PR0940
 PR0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0940.GEOID18 height accuracy estimate available here.
 PR0940
 PR0940.Click photographs - Photos may exist for this station.
 PR0940
 PR0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0940
 PR0940. The following values were computed from the NAD 83(1996) position.
 PR0940
 PR0940;                    North         East     Units Scale Factor Converg.
 PR0940;SPC SD N     -    50,780.904   880,963.250   MT  1.00003966   +2 29 23.1
 PR0940;SPC SD N     -   166,603.68  2,890,293.60   sFT  1.00003966   +2 29 23.1
 PR0940;SPC SD S     -   218,437.853   907,548.970   MT  0.99996484   +2 39 24.4
 PR0940;SPC SD S     -   716,658.19  2,977,516.91   sFT  0.99996484   +2 39 24.4
 PR0940;UTM  14      - 4,901,098.147   701,073.466   MT  1.00009726   +1 45 25.6
 PR0940
 PR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0107301098(NAD 83)
 PR0940
 PR0940                          SUPERSEDED SURVEY CONTROL
 PR0940
 PR0940  NAD 83(1986)-  44 14 07.32005(N)    096 28 55.49636(W) AD(       ) 3
 PR0940  NAD 27      -  44 14 07.43300(N)    096 28 54.34400(W) AD(       ) 3
 PR0940
 PR0940.Superseded values are not recommended for survey control.
 PR0940
 PR0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0940.See file dsdata.pdf to determine how the superseded data were derived.
 PR0940
 PR0940_MARKER: 53 = ELEVATED TANK
 PR0940
 PR0940  HISTORY     - Date     Condition        Report By
 PR0940  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0940  HISTORY     - 1976     GOOD             MNDT
 PR0940
 PR0940                          STATION DESCRIPTION
 PR0940
 PR0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0940'POINT OBSERVED UPON WAS FINIAL ATOP MUNICIPAL WATER TANK AT
 PR0940'ELKTON, LOCATED ON W EDGE OF ELKTON, 1/2 BLOCK W OF MAIN STREET.
 PR0940'IT HAS A SILVER BOTTOM AND TOP, WITH BLACK BODY.  IT IS ABOUT 125
 PR0940'FEET HIGH AND WAS BUILT ABOUT 1920.
 PR0940
 PR0940                          STATION RECOVERY (1976)
 PR0940
 PR0940'RECOVERY NOTE BY MN DEPT OF TRANSP 1976 (DKH)
 PR0940'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 PR0940'TANK IS NOW PAINTED GREEN.
 PR0940'
 PR0940'THE FINIAL ON THE TOP OF THE TANK WAS SIGHTED FROM STATIONS CRIB
 PR0940'MNHD 1976, MEDARY MNHD 1976, SHAOKATAN 1935, VERDI 1949, AND
 PR0940'WORKS MNHD 1976.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0088 ***********************************************************************
 PR0088  DESIGNATION -  ELKTON RM 1
 PR0088  PID         -  PR0088
 PR0088  STATE/COUNTY-  SD/BROOKINGS
 PR0088  COUNTRY     -  US
 PR0088  USGS QUAD   -  ELKTON (2017)
 PR0088
 PR0088                         *CURRENT SURVEY CONTROL
 PR0088  ______________________________________________________________________
 PR0088* NAD 83(1986) POSITION- 44 14 06.51   (N) 096 28 56.25   (W)   HD_HELD1
 PR0088* NAVD 88 ORTHO HEIGHT -   532.680 (meters)     1747.63  (feet) ADJUSTED
 PR0088  ______________________________________________________________________
 PR0088  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 PR0088  DYNAMIC HEIGHT  -        532.571 (meters)     1747.28  (feet) COMP
 PR0088  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 PR0088
 PR0088  VERT ORDER      -  SECOND    CLASS I
 PR0088
 PR0088.The horizontal coordinates were determined by differentially corrected
 PR0088.hand held GPS observations or other comparable positioning techniques
 PR0088.and have an estimated accuracy of +/- 3 meters.
 PR0088
 PR0088.The orthometric height was determined by differential leveling and
 PR0088.adjusted by the NATIONAL GEODETIC SURVEY
 PR0088.in June 1991.
 PR0088
 PR0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0088.GEOID18 height accuracy estimate available here.
 PR0088
 PR0088.Click photographs - Photos may exist for this station.
 PR0088
 PR0088.The dynamic height is computed by dividing the NAVD 88
 PR0088.geopotential number by the normal gravity value computed on the
 PR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0088.degrees latitude (g = 980.6199 gals.).
 PR0088
 PR0088.The modeled gravity was interpolated from observed gravity values.
 PR0088
 PR0088;                    North         East    Units  Estimated Accuracy
 PR0088;SPC SD N     -    50,755.3     880,948.0     MT  (+/- 3 meters HH1 GPS) 
 PR0088
 PR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0105701072(NAD 83)
 PR0088
 PR0088                          SUPERSEDED SURVEY CONTROL
 PR0088
 PR0088  NGVD 29 (??/??/92)  532.418  (m)         1746.77   (f) ADJ UNCH    2 1
 PR0088
 PR0088.Superseded values are not recommended for survey control.
 PR0088
 PR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0088.See file dsdata.pdf to determine how the superseded data were derived.
 PR0088
 PR0088_MARKER: DR = REFERENCE MARK DISK
 PR0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0088_STAMPING: ELKTON NO 1 1935
 PR0088_MARK LOGO: CGS
 PR0088_PROJECTION: FLUSH
 PR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0088+STABILITY: SURFACE MOTION
 PR0088
 PR0088  HISTORY     - Date     Condition        Report By
 PR0088  HISTORY     - 1935     MONUMENTED       CGS
 PR0088  HISTORY     - 1976     GOOD             MNHD
 PR0088
 PR0088                          STATION DESCRIPTION
 PR0088
 PR0088'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0088'AT ELKTON.
 PR0088'THE MARK IS LOCATED NEAR THE MUNICIPAL WATER TANK IN ELKTON.
 PR0088'IT IS 30.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER OF AN
 PR0088'EAST-WEST STREET, 71.6 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 PR0088'CONCRETE BASE FOR THE SOUTH LEG OF THE ELKTON WATER TANK, 62.7
 PR0088'FEET EAST OF THE EAST EDGE OF THE SIDEWALK FOR A NORTH-SOUTH
 PR0088'STREET (ONE BLOCK WEST OF MAIN STREET), 124.3 FEET SOUTHWEST OF
 PR0088'C AND GS TRIANGULATION STATION ELKTON, 117.5 FEET SOUTH-SOUTHWEST
 PR0088'OF ELKTON REFERENCE MARK NUMBER 3, AND 45.8 FEET SOUTHEAST OF THE
 PR0088'SOUTHEAST CORNER OF A ONE-STORY FRAME BUILDING.  IT IS SET IN THE
 PR0088'TOP OF A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 PR0088'A RAILROAD SPIKE WAS BURIED ALONG SIDE THE MARK TO MAKE IT
 PR0088'MAGNETIC.  SECTION 21, T109N, R 47W.  LATITUDE 44 DEG - 14.1 MIN.
 PR0088'LONGITUDE 96 DEG - 28.1 MIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0087 ***********************************************************************
 PR0087  DESIGNATION -  ELKTON RM 3
 PR0087  PID         -  PR0087
 PR0087  STATE/COUNTY-  SD/BROOKINGS
 PR0087  COUNTRY     -  US
 PR0087  USGS QUAD   -  ELKTON (2017)
 PR0087
 PR0087                         *CURRENT SURVEY CONTROL
 PR0087  ______________________________________________________________________
 PR0087* NAD 83(1986) POSITION- 44 14 07.64   (N) 096 28 55.92   (W)   HD_HELD1
 PR0087* NAVD 88 ORTHO HEIGHT -   532.879 (meters)     1748.29  (feet) ADJUSTED
 PR0087  ______________________________________________________________________
 PR0087  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 PR0087  DYNAMIC HEIGHT  -        532.770 (meters)     1747.93  (feet) COMP
 PR0087  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 PR0087
 PR0087  VERT ORDER      -  SECOND    CLASS I
 PR0087
 PR0087.The horizontal coordinates were determined by differentially corrected
 PR0087.hand held GPS observations or other comparable positioning techniques
 PR0087.and have an estimated accuracy of +/- 3 meters.
 PR0087
 PR0087.The orthometric height was determined by differential leveling and
 PR0087.adjusted by the NATIONAL GEODETIC SURVEY
 PR0087.in June 1991.
 PR0087
 PR0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0087.GEOID18 height accuracy estimate available here.
 PR0087
 PR0087.Click photographs - Photos may exist for this station.
 PR0087
 PR0087.The dynamic height is computed by dividing the NAVD 88
 PR0087.geopotential number by the normal gravity value computed on the
 PR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0087.degrees latitude (g = 980.6199 gals.).
 PR0087
 PR0087.The modeled gravity was interpolated from observed gravity values.
 PR0087
 PR0087;                    North         East    Units  Estimated Accuracy
 PR0087;SPC SD N     -    50,790.4     880,953.8     MT  (+/- 3 meters HH1 GPS) 
 PR0087
 PR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0106401107(NAD 83)
 PR0087
 PR0087                          SUPERSEDED SURVEY CONTROL
 PR0087
 PR0087  NGVD 29 (??/??/92)  532.617  (m)         1747.43   (f) ADJ UNCH    2 1
 PR0087
 PR0087.Superseded values are not recommended for survey control.
 PR0087
 PR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0087.See file dsdata.pdf to determine how the superseded data were derived.
 PR0087
 PR0087_MARKER: DR = REFERENCE MARK DISK
 PR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0087_STAMPING: ELKTON NO 3 1935 1966
 PR0087_MARK LOGO: CGS
 PR0087_PROJECTION: FLUSH
 PR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0087+STABILITY: SURFACE MOTION
 PR0087
 PR0087  HISTORY     - Date     Condition        Report By
 PR0087  HISTORY     - 1966     MONUMENTED       CGS
 PR0087  HISTORY     - 1976     GOOD             MNHD
 PR0087
 PR0087                          STATION DESCRIPTION
 PR0087
 PR0087'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0087'AT ELKTON.
 PR0087'THE MARK IS LOCATED NEAR THE MUNICIPAL WATER TANK IN ELKTON.
 PR0087'IT IS 90.5 FEET WEST OF THE CENTER OF AN ALLEY, 69.6 WEST-NORTHWEST
 PR0087'OF C AND GS TRIANGULATION STATION ELKTON, 117.5 FEET NORTH-NORTHEAST
 PR0087'OF ELKTON REFERENCE MARK NUMBER 1, 18.0 FEET NORTH OF THE NORTH
 PR0087'CORNER OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF THE ELKTON
 PR0087'WATER TANK, 67.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 PR0087'TWO-STORY CONCRETE BUILDING, AND 61.3 FEET SOUTHWEST OF THE
 PR0087'SOUTHEAST CORNER OF A CONCRETE RETAINING WALL AT STEPS.  IT IS
 PR0087'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PR0087'SURFACE OF THE GROUND.  SECTION 21, T109N, R 47W.  LATITUDE
 PR0087'44 DEG - 14.1 MIN.  LONGITUDE 96 DEG - 28.1 MIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0939 ***********************************************************************
 PR0939  DESIGNATION -  ELKTON ST MARY S CATH CH SPIRE
 PR0939  PID         -  PR0939
 PR0939  STATE/COUNTY-  SD/BROOKINGS
 PR0939  COUNTRY     -  US
 PR0939  USGS QUAD   -  ELKTON (2017)
 PR0939
 PR0939                         *CURRENT SURVEY CONTROL
 PR0939  ______________________________________________________________________
 PR0939* NAD 83(1996) POSITION- 44 14 05.60333(N) 096 28 44.77383(W)   ADJUSTED
 PR0939  ______________________________________________________________________
 PR0939  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 PR0939  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 PR0939  HORZ ORDER      -  THIRD
 PR0939
 PR0939.The horizontal coordinates were established by classical geodetic methods
 PR0939.and adjusted by the National Geodetic Survey in January 1998.
 PR0939
 PR0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0939.GEOID18 height accuracy estimate available here.
 PR0939
 PR0939.Click photographs - Photos may exist for this station.
 PR0939
 PR0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0939
 PR0939. The following values were computed from the NAD 83(1996) position.
 PR0939
 PR0939;                    North         East     Units Scale Factor Converg.
 PR0939;SPC SD N     -    50,738.379   881,203.703   MT  1.00003978   +2 29 30.7
 PR0939;SPC SD N     -   166,464.17  2,891,082.48   sFT  1.00003978   +2 29 30.7
 PR0939;SPC SD S     -   218,396.032   907,789.528   MT  0.99996475   +2 39 31.9
 PR0939;SPC SD S     -   716,520.98  2,978,306.14   sFT  0.99996475   +2 39 31.9
 PR0939;UTM  14      - 4,901,052.548   701,313.369   MT  1.00009845   +1 45 33.0
 PR0939
 PR0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0131301052(NAD 83)
 PR0939
 PR0939                          SUPERSEDED SURVEY CONTROL
 PR0939
 PR0939  NAD 83(1986)-  44 14 05.60275(N)    096 28 44.75462(W) AD(       ) 3
 PR0939  NAD 27      -  44 14 05.71900(N)    096 28 43.60000(W) AD(       ) 3
 PR0939
 PR0939.Superseded values are not recommended for survey control.
 PR0939
 PR0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0939.See file dsdata.pdf to determine how the superseded data were derived.
 PR0939
 PR0939_MARKER: 90 = CHURCH SPIRE
 PR0939
 PR0939  HISTORY     - Date     Condition        Report By
 PR0939  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0939
 PR0939                          STATION DESCRIPTION
 PR0939
 PR0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0939'POINT SIGHTED UPON WAS TIP OF SPIRE ON W END OF ST. MARYS
 PR0939'CHURCH (CATHOLIC) IN ELKTON, IN SE PORTION OF TOWN.  SPIRE
 PR0939'HAS AN ORNAMENTAL SQUARE BASE, WHITE, AND IS SHINGLED.  CHURCH,
 PR0939'CONSTRUCTED OF WOOD, WAS BUILT ABOUT 1890.  SPIRE IS ABOUT 75
 PR0939'FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0774 ***********************************************************************
 PU0774  DESIGNATION -  ELLI
 PU0774  PID         -  PU0774
 PU0774  STATE/COUNTY-  SD/MEADE
 PU0774  COUNTRY     -  US
 PU0774  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0774
 PU0774                         *CURRENT SURVEY CONTROL
 PU0774  ______________________________________________________________________
 PU0774* NAD 83(1986) POSITION- 44 54 29.     (N) 102 43 33.     (W)   SCALED
 PU0774* NAVD 88 ORTHO HEIGHT -   823.035 (meters)     2700.24  (feet) ADJUSTED
 PU0774  ______________________________________________________________________
 PU0774  GEOID HEIGHT    -        -17.782 (meters)                     GEOID18
 PU0774  DYNAMIC HEIGHT  -        822.860 (meters)     2699.67  (feet) COMP
 PU0774  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PU0774
 PU0774  VERT ORDER      -  SECOND    CLASS 0
 PU0774
 PU0774.The horizontal coordinates were scaled from a map and have
 PU0774.an estimated accuracy of +/- 6 seconds.
 PU0774
 PU0774.The orthometric height was determined by differential leveling and
 PU0774.adjusted by the NATIONAL GEODETIC SURVEY
 PU0774.in June 1991.
 PU0774
 PU0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0774.GEOID18 height accuracy estimate available here.
 PU0774
 PU0774.Click photographs - Photos may exist for this station.
 PU0774
 PU0774.The dynamic height is computed by dividing the NAVD 88
 PU0774.geopotential number by the normal gravity value computed on the
 PU0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0774.degrees latitude (g = 980.6199 gals.).
 PU0774
 PU0774.The modeled gravity was interpolated from observed gravity values.
 PU0774
 PU0774;                    North         East    Units  Estimated Accuracy
 PU0774;SPC SD N     -   123,050.      384,790.      MT  (+/- 180 meters Scaled)
 PU0774
 PU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK795752(NAD 83)
 PU0774
 PU0774                          SUPERSEDED SURVEY CONTROL
 PU0774
 PU0774  NGVD 29 (??/??/92)  822.572  (m)         2698.72   (f) ADJ UNCH    2 0
 PU0774
 PU0774.Superseded values are not recommended for survey control.
 PU0774
 PU0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0774.See file dsdata.pdf to determine how the superseded data were derived.
 PU0774
 PU0774_MARKER: DS = TRIANGULATION STATION DISK
 PU0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0774_STAMPING: ELLI 1962
 PU0774_MARK LOGO: CGS
 PU0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0774+STABILITY: SURFACE MOTION
 PU0774
 PU0774  HISTORY     - Date     Condition        Report By
 PU0774  HISTORY     - 1962     MONUMENTED       CGS
 PU0774
 PU0774                          STATION DESCRIPTION
 PU0774
 PU0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0774'11.5 MI E FROM SULPHUR.
 PU0774'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0774'2.0 MILES NORTH ALONG A ROAD, THENCE 0.5 MILE EAST ALONG A
 PU0774'ROAD, ON THE TOP OF A SMALL KNOLL, 105 YARDS NORTH OF THE CENTER
 PU0774'LINE OF THE ROAD, 33.6 FEET SOUTH OF REFERENCE MARK NO. 1,
 PU0774'34.1 FEET EAST-NORTHEAST OF REFERENCE MARK NO. 2, 8.3 FEET
 PU0774'NORTH OF A WITNESS POST, ABOUT 20 FEET HIGHER THAN THE ROAD
 PU0774'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0775 ***********************************************************************
 PU0775  DESIGNATION -  ELLI RM 1
 PU0775  PID         -  PU0775
 PU0775  STATE/COUNTY-  SD/MEADE
 PU0775  COUNTRY     -  US
 PU0775  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0775
 PU0775                         *CURRENT SURVEY CONTROL
 PU0775  ______________________________________________________________________
 PU0775* NAD 83(1986) POSITION- 44 54 29.     (N) 102 43 33.     (W)   SCALED
 PU0775* NAVD 88 ORTHO HEIGHT -   822.412 (meters)     2698.20  (feet) ADJUSTED
 PU0775  ______________________________________________________________________
 PU0775  GEOID HEIGHT    -        -17.782 (meters)                     GEOID18
 PU0775  DYNAMIC HEIGHT  -        822.237 (meters)     2697.62  (feet) COMP
 PU0775  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PU0775
 PU0775  VERT ORDER      -  SECOND    CLASS 0
 PU0775
 PU0775.The horizontal coordinates were scaled from a map and have
 PU0775.an estimated accuracy of +/- 6 seconds.
 PU0775
 PU0775.The orthometric height was determined by differential leveling and
 PU0775.adjusted by the NATIONAL GEODETIC SURVEY
 PU0775.in June 1991.
 PU0775
 PU0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0775.GEOID18 height accuracy estimate available here.
 PU0775
 PU0775.Click photographs - Photos may exist for this station.
 PU0775
 PU0775.The dynamic height is computed by dividing the NAVD 88
 PU0775.geopotential number by the normal gravity value computed on the
 PU0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0775.degrees latitude (g = 980.6199 gals.).
 PU0775
 PU0775.The modeled gravity was interpolated from observed gravity values.
 PU0775
 PU0775;                    North         East    Units  Estimated Accuracy
 PU0775;SPC SD N     -   123,050.      384,790.      MT  (+/- 180 meters Scaled)
 PU0775
 PU0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK795752(NAD 83)
 PU0775
 PU0775                          SUPERSEDED SURVEY CONTROL
 PU0775
 PU0775  NGVD 29 (??/??/92)  821.950  (m)         2696.68   (f) ADJ UNCH    2 0
 PU0775
 PU0775.Superseded values are not recommended for survey control.
 PU0775
 PU0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0775.See file dsdata.pdf to determine how the superseded data were derived.
 PU0775
 PU0775_MARKER: DR = REFERENCE MARK DISK
 PU0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0775_STAMPING: ELLI NO 1 1962
 PU0775_MARK LOGO: CGS
 PU0775_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0775+STABILITY: SURFACE MOTION
 PU0775
 PU0775  HISTORY     - Date     Condition        Report By
 PU0775  HISTORY     - 1962     MONUMENTED       CGS
 PU0775
 PU0775                          STATION DESCRIPTION
 PU0775
 PU0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0775'11.5 MI E FROM SULPHUR.
 PU0775'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0775'2.0 MILES NORTH ALONG A ROAD, THENCE 0.5 MILE EAST ALONG A
 PU0775'ROAD, 117 YARDS NORTH OF THE CENTER LINE OF THE ROAD, ON THE
 PU0775'NORTH SLOPE OF A SMALL KNOLL, 33.6 FEET NORTH OF THE STATION
 PU0775'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0773 ***********************************************************************
 PU0773  DESIGNATION -  ELLI RM 2
 PU0773  PID         -  PU0773
 PU0773  STATE/COUNTY-  SD/MEADE
 PU0773  COUNTRY     -  US
 PU0773  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0773
 PU0773                         *CURRENT SURVEY CONTROL
 PU0773  ______________________________________________________________________
 PU0773* NAD 83(1986) POSITION- 44 54 29.     (N) 102 43 34.     (W)   SCALED
 PU0773* NAVD 88 ORTHO HEIGHT -   822.459 (meters)     2698.35  (feet) ADJUSTED
 PU0773  ______________________________________________________________________
 PU0773  GEOID HEIGHT    -        -17.781 (meters)                     GEOID18
 PU0773  DYNAMIC HEIGHT  -        822.284 (meters)     2697.78  (feet) COMP
 PU0773  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PU0773
 PU0773  VERT ORDER      -  SECOND    CLASS 0
 PU0773
 PU0773.The horizontal coordinates were scaled from a map and have
 PU0773.an estimated accuracy of +/- 6 seconds.
 PU0773
 PU0773.The orthometric height was determined by differential leveling and
 PU0773.adjusted by the NATIONAL GEODETIC SURVEY
 PU0773.in June 1991.
 PU0773
 PU0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0773.GEOID18 height accuracy estimate available here.
 PU0773
 PU0773.Click photographs - Photos may exist for this station.
 PU0773
 PU0773.The dynamic height is computed by dividing the NAVD 88
 PU0773.geopotential number by the normal gravity value computed on the
 PU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0773.degrees latitude (g = 980.6199 gals.).
 PU0773
 PU0773.The modeled gravity was interpolated from observed gravity values.
 PU0773
 PU0773;                    North         East    Units  Estimated Accuracy
 PU0773;SPC SD N     -   123,050.      384,760.      MT  (+/- 180 meters Scaled)
 PU0773
 PU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK795752(NAD 83)
 PU0773
 PU0773                          SUPERSEDED SURVEY CONTROL
 PU0773
 PU0773  NGVD 29 (??/??/92)  821.996  (m)         2696.83   (f) ADJ UNCH    2 0
 PU0773
 PU0773.Superseded values are not recommended for survey control.
 PU0773
 PU0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0773.See file dsdata.pdf to determine how the superseded data were derived.
 PU0773
 PU0773_MARKER: DR = REFERENCE MARK DISK
 PU0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0773_STAMPING: ELLI NO 2 1962
 PU0773_MARK LOGO: CGS
 PU0773_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0773+STABILITY: SURFACE MOTION
 PU0773
 PU0773  HISTORY     - Date     Condition        Report By
 PU0773  HISTORY     - 1962     MONUMENTED       CGS
 PU0773
 PU0773                          STATION DESCRIPTION
 PU0773
 PU0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0773'11.5 MI E FROM SULPHUR.
 PU0773'9.0 MILES EAST ALONG A ROAD FROM SULPHUR, THENCE 2.0 MILES
 PU0773'NORTH ALONG A ROAD THENCE 0.5 MILE EAST ALONG A ROAD, 103 YARDS
 PU0773'NORTH OF THE CENTER LINE OF THE ROAD, ON THE WEST SLOPE OF A
 PU0773'SMALL KNOLL, 34.1 FEET WEST-SOUTHWEST OF THE STATION AND IN
 PU0773'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0463 ***********************************************************************
 QT0463  DESIGNATION -  ELLINGSON
 QT0463  PID         -  QT0463
 QT0463  STATE/COUNTY-  SD/PERKINS
 QT0463  COUNTRY     -  US
 QT0463  USGS QUAD   -  COW BUTTE SE (2017)
 QT0463
 QT0463                         *CURRENT SURVEY CONTROL
 QT0463  ______________________________________________________________________
 QT0463* NAD 83(1996) POSITION- 45 51 47.82693(N) 102 46 36.79341(W)   ADJUSTED
 QT0463* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 QT0463  ______________________________________________________________________
 QT0463  GEOID HEIGHT    -        -17.305 (meters)                     GEOID18
 QT0463  LAPLACE CORR    -         -6.44  (seconds)                    DEFLEC18
 QT0463  HORZ ORDER      -  THIRD
 QT0463
 QT0463.The horizontal coordinates were established by classical geodetic methods
 QT0463.and adjusted by the National Geodetic Survey in January 1998.
 QT0463
 QT0463.The orthometric height was scaled from a topographic map.
 QT0463
 QT0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0463.GEOID18 height accuracy estimate available here.
 QT0463
 QT0463.Click photographs - Photos may exist for this station.
 QT0463
 QT0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0463
 QT0463. The following values were computed from the NAD 83(1996) position.
 QT0463
 QT0463;                    North         East     Units Scale Factor Converg.
 QT0463;SPC SD N     -   229,283.602   384,397.720   MT  1.00003971   -1 57 55.1
 QT0463;SPC SD N     -   752,241.28  1,261,144.85   sFT  1.00003971   -1 57 55.1
 QT0463;UTM  13      - 5,081,260.960   672,563.003   MT  0.99996609   +1 35 45.2
 QT0463
 QT0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0463!SPC SD N     -   0.99987128  x   1.00003971  =   0.99991099
 QT0463!UTM  13      -   0.99987128  x   0.99996609  =   0.99983737
 QT0463
 QT0463:                Primary Azimuth Mark                     Grid Az
 QT0463:SPC SD N     -  ELLINGSON AZ MK                          270 42 54.7
 QT0463:UTM  13      -  ELLINGSON AZ MK                          267 09 14.4
 QT0463
 QT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7256381260(NAD 83)
 QT0463
 QT0463|---------------------------------------------------------------------|
 QT0463| PID    Reference Object                     Distance      Geod. Az  |
 QT0463|                                                           dddmmss.s |
 QT0463| CQ8320 ELLINGSON RM 2                       11.230 METERS 26753     |
 QT0463| CQ8318 ELLINGSON AZ MK                                    2684459.6 |
 QT0463| CQ8319 ELLINGSON RM 1                       10.569 METERS 34732     |
 QT0463|---------------------------------------------------------------------|
 QT0463
 QT0463                          SUPERSEDED SURVEY CONTROL
 QT0463
 QT0463  NAD 83(1993)-  45 51 47.81565(N)    102 46 36.79162(W) AD(       ) 3
 QT0463  NAD 83(1986)-  45 51 47.81652(N)    102 46 36.79152(W) AD(       ) 3
 QT0463  NAD 27      -  45 51 47.81300(N)    102 46 35.22500(W) AD(       ) 3
 QT0463
 QT0463.Superseded values are not recommended for survey control.
 QT0463
 QT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0463.See file dsdata.pdf to determine how the superseded data were derived.
 QT0463
 QT0463_MARKER: DS = TRIANGULATION STATION DISK
 QT0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0463_STAMPING: ELLINGSON 1952
 QT0463_MARK LOGO: CGS
 QT0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0463+STABILITY: SURFACE MOTION
 QT0463
 QT0463  HISTORY     - Date     Condition        Report By
 QT0463  HISTORY     - 1952     MONUMENTED       CGS
 QT0463
 QT0463                          STATION DESCRIPTION
 QT0463
 QT0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0463'THE STATION IS IN SECTION 21, T 22 N, R 11 E, IN THE SOUTHEAST
 QT0463'CORNER OF PASTURE LAND JUST NORTHEAST OF A CATTLE GUARD,
 QT0463'ABOUT 5-1/2 MILES WEST AND 4-1/4 MILES NORTH OF LODGEPOLE,
 QT0463'2-3/4 MILES EAST AND 3/4 MILE SOUTH OF ELLINGSON, 5 FEET
 QT0463'NORTHWEST OF A 4 X 4 INCH WITNESS POST AND 4 FEET NORTH OF A
 QT0463'WIRE FENCE.
 QT0463'
 QT0463'TO REACH THE STATION FROM THE POST OFFICE IN ELLINGSON, GO
 QT0463'SOUTH ON THE MAIN GRAVELED ROAD FOR 0.85 MILE TO A FORK, TAKE
 QT0463'LEFT FORK AND GO EAST ON THE MAIN GRADED DIRT ROAD FOR 1.6
 QT0463'MILES TO A SIDE ROAD RIGHT, CONTINUE EAST FOR 0.5 MILE TO THE
 QT0463'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST FOR
 QT0463'0.6 MILE TO A CATTLE GUARD AND THE STATION ON THE LEFT.
 QT0463'
 QT0463'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0463'ELLINGSON 1952.
 QT0463'
 QT0463'REFERENCE MARK 1 IS 4 FEET NORTH OF A FENCE CORNER.  THE
 QT0463'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ELLINGSON
 QT0463'NO 1 1952.
 QT0463'
 QT0463'REFERENCE MARK 2 IS 4 FEET NORTH OF A WIRE FENCE.  THE MARK
 QT0463'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELLINGSON NO 2 1952.
 QT0463'
 QT0463'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTER OF A GRADED
 QT0463'ROAD, 3 FEET EAST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT
 QT0463'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 QT0463'DISK IS STAMPED ELLINGSON 1952.
 QT0463'
 QT0463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0545 ***********************************************************************
 PS0545  DESIGNATION -  ELLISVILLE
 PS0545  PID         -  PS0545
 PS0545  STATE/COUNTY-  SD/FAULK
 PS0545  COUNTRY     -  US
 PS0545  USGS QUAD   -  BALD HILLS (2017)
 PS0545
 PS0545                         *CURRENT SURVEY CONTROL
 PS0545  ______________________________________________________________________
 PS0545* NAD 83(1996) POSITION- 44 56 34.12073(N) 099 30 31.64026(W)   ADJUSTED
 PS0545* NAVD 88 ORTHO HEIGHT -   609.533 (meters)     1999.78  (feet) ADJUSTED
 PS0545  ______________________________________________________________________
 PS0545  GEOID HEIGHT    -        -22.925 (meters)                     GEOID18
 PS0545  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 PS0545  DYNAMIC HEIGHT  -        609.447 (meters)     1999.49  (feet) COMP
 PS0545  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 PS0545
 PS0545  HORZ ORDER      -  FIRST
 PS0545  VERT ORDER      -  SECOND    CLASS 0
 PS0545
 PS0545.The horizontal coordinates were established by classical geodetic methods
 PS0545.and adjusted by the National Geodetic Survey in January 1998.
 PS0545
 PS0545.The orthometric height was determined by differential leveling and
 PS0545.adjusted by the NATIONAL GEODETIC SURVEY
 PS0545.in June 1991.
 PS0545
 PS0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0545.GEOID18 height accuracy estimate available here.
 PS0545
 PS0545.Click photographs - Photos may exist for this station.
 PS0545
 PS0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0545
 PS0545.The dynamic height is computed by dividing the NAVD 88
 PS0545.geopotential number by the normal gravity value computed on the
 PS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0545.degrees latitude (g = 980.6199 gals.).
 PS0545
 PS0545.The modeled gravity was interpolated from observed gravity values.
 PS0545
 PS0545. The following values were computed from the NAD 83(1996) position.
 PS0545
 PS0545;                    North         East     Units Scale Factor Converg.
 PS0545;SPC SD N     -   123,405.194   638,766.415   MT  0.99994089   +0 20 51.5
 PS0545;SPC SD N     -   404,871.87  2,095,686.15   sFT  0.99994089   +0 20 51.5
 PS0545;UTM  14      - 4,976,723.393   459,859.774   MT  0.99961981   -0 21 33.9
 PS0545
 PS0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0545!SPC SD N     -   0.99990804  x   0.99994089  =   0.99984893
 PS0545!UTM  14      -   0.99990804  x   0.99961981  =   0.99952788
 PS0545
 PS0545:                Primary Azimuth Mark                     Grid Az
 PS0545:SPC SD N     -  ELLISVILLE AZ MK                         058 41 20.2
 PS0545:UTM  14      -  ELLISVILLE AZ MK                         059 23 45.6
 PS0545
 PS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5985976723(NAD 83)
 PS0545
 PS0545|---------------------------------------------------------------------|
 PS0545| PID    Reference Object                     Distance      Geod. Az  |
 PS0545|                                                           dddmmss.s |
 PS0545| PS0543 ELLISVILLE AZ MK                                   0590211.7 |
 PS0545| PS0546 ELLISVILLE RM 1                      23.174 METERS 11759     |
 PS0545| PS0547 ELLISVILLE RM 2                      20.982 METERS 23253     |
 PS0545| QR0683 SENECA GRADE SCHOOL CUPOLA          APPROX.13.4 KM 3581222.1 |
 PS0545| QR0684 SENECA CATHOLIC CHURCH CROSS        APPROX.13.2 KM 3585201.7 |
 PS0545|---------------------------------------------------------------------|
 PS0545
 PS0545                          SUPERSEDED SURVEY CONTROL
 PS0545
 PS0545  NAD 83(1986)-  44 56 34.11640(N)    099 30 31.64954(W) AD(       ) 1
 PS0545  NAD 27      -  44 56 34.19500(N)    099 30 30.24000(W) AD(       ) 1
 PS0545  NGVD 29 (??/??/92)  609.173  (m)         1998.60   (f) ADJ UNCH    2 0
 PS0545  NGVD 29             609.17   (m)         1998.6    (f) LEVELING    3  
 PS0545
 PS0545.Superseded values are not recommended for survey control.
 PS0545
 PS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0545.See file dsdata.pdf to determine how the superseded data were derived.
 PS0545
 PS0545_MARKER: DS = TRIANGULATION STATION DISK
 PS0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0545_STAMPING: ELLISVILLE 1935
 PS0545_MARK LOGO: CGS
 PS0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0545+STABILITY: SURFACE MOTION
 PS0545
 PS0545  HISTORY     - Date     Condition        Report By
 PS0545  HISTORY     - 1935     MONUMENTED       CGS
 PS0545  HISTORY     - 1951     GOOD             CGS
 PS0545  HISTORY     - 1960     GOOD             CGS
 PS0545  HISTORY     - 1960     GOOD             CGS
 PS0545  HISTORY     - 1973     GOOD             USAF
 PS0545
 PS0545                          STATION DESCRIPTION
 PS0545
 PS0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0545'THIS STATION IS ABOUT 8 MILES S OF SENECA, 15-1/2 MILES SE
 PS0545'OF LEBANON, AND 12-1/2 MILES SW OF BURKMERE, ABOUT 225 YARDS
 PS0545'N AND 235 YARDS E OF THE SW CORNER OF SEC. 15, T 117 N, R 72
 PS0545'W, ELLISVILLE TOWNSHIP ON LAND OWNED BY THE STATE.  IT IS ABOUT
 PS0545'3.3 MILES N OF THE HYDE-FAULK COUNTY LINE AND 3.5 MILES E
 PS0545'OF THE POTTER-FAULK COUNTY LINE.  THE MARK IS SET ON THE
 PS0545'HIGHEST HILL IN THE IMMEDIATE VICINITY, 0.35 MILE W OF N-S
 PS0545'SECTION LINE ROAD AND ABOUT 0.4 MILE WNW OF U.S. COAST AND
 PS0545'GEODETIC SURVEY BENCH MARK NO E-47, 1934.  MARK PROJECTS 8
 PS0545'INCHES.
 PS0545'
 PS0545'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0545'BRONZE DISKS SET IN CONCRETE.
 PS0545'
 PS0545'REFERENCE MARK NO. 1 IS SE OF THE STATION AND PROJECTS 6
 PS0545'INCHES.  REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS
 PS0545'8 INCHES.
 PS0545'
 PS0545'AZIMUTH MARK IS NE OF THE STATION ON THE W EDGE OF THE
 PS0545'RIGHT-OF-WAY OF N-S SECTION LINE ROAD.  IT IS 1 FOOT E OF
 PS0545'FENCE LINE AND 32 FEET W OF THE CENTER LINE OF THE ROAD.  MARK
 PS0545'PROJECTS 8 INCHES.
 PS0545'
 PS0545'TO REACH FROM SENECA, GO S ABOUT 0.25 MILE TO U.S. HIGHWAY
 PS0545'212 AND STANDARD OIL FILLING STATION.  HERE GO S ON MAIN
 PS0545'TRAVELED GRAVEL ROAD FOR 6 MILES.  HERE TURN E AND GO 0.5 MILE.
 PS0545'TURN S AND GO 2.0 MILES TO SIDE ROAD E AND SECTION CORNER.
 PS0545'GO W THROUGH A WIRE GATE AND GO ABOUT 0.35 MILE IN A
 PS0545'NORTHWESTERLY DIRECTION TO TOP OF HILL AND STATION.
 PS0545'
 PS0545'A LIGHT 4 FEET ABOVE STATION BURKMERE COMES INTO VIEW 15 FEET
 PS0545'ABOVE THE GROUND.
 PS0545'
 PS0545'LIGHTS 60 FEET ABOVE STATIONS CANTON AND IRVING ARE VISIBLE
 PS0545'FROM THE GROUND.
 PS0545'
 PS0545'A LIGHT 74 FEET ABOVE STATION SENECA IS VISIBLE FROM THE
 PS0545'GROUND.
 PS0545'
 PS0545'A LIGHT 74 FEET ABOVE STATION BALD HILLS IS VISIBLE FROM THE
 PS0545'GROUND.
 PS0545
 PS0545                          STATION RECOVERY (1951)
 PS0545
 PS0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0545'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 AND ALL MARKS
 PS0545'WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN
 PS0545'THE DIRECTION TO THE REFERENCE MARKS.  THE OLD DESCRIPTION IS
 PS0545'ADEQUATE.
 PS0545'
 PS0545'OBSERVATIONS FROM A 4 FOOT WOOD STAND.
 PS0545
 PS0545                          STATION RECOVERY (1960)
 PS0545
 PS0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 PS0545'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PS0545'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK
 PS0545'AS IT WAS IN THE WAY OF ROAD IMPROVMENT.  THIS MARK WAS
 PS0545'MOVED 38.581 FEET ON LINE TOWARD THE STATION.
 PS0545'
 PS0545'THE AZIMUTH MARK IS 50 YARDS SOUTH OF A GATE, 66 FEET WEST
 PS0545'OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTHWEST OF A TELEPHONE
 PS0545'POLE AND 2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 PS0545'ABOUT 4 INCHES AND THE DISK IS STAMPED ELLISVILLE 1935 RESET
 PS0545'1960.
 PS0545'
 PS0545'TO REACH THE STATION FROM SENECA, FROM THE POST OFFICE, GO
 PS0545'SOUTH 0.25 MILE TO U.S. HIGHWAY 212 AND STANDARD SERVICE
 PS0545'STATION, CONTINUE SOUTH ON MAIN ROAD FOR 6.0 MILES, TURN
 PS0545'LEFT AND GO EAST ON MAIN ROAD FOR 0.5 MILE, TURN RIGHT AND
 PS0545'CONTINUE ON MAIN ROAD FOR 1.65 MILES TO A HOUSE ON LEFT
 PS0545'AND GATE ON RIGHT (AZIMUTH MARK 50 YARDS SOUTH OF THIS GATE),
 PS0545'TURN RIGHT THROUGH GATE AND GO SOUTHWEST ACROSS FIELDS
 PS0545'FOR ABOUT 0.4 MILE TO SUMMIT OF HILL AND STATION.
 PS0545
 PS0545                          STATION RECOVERY (1960)
 PS0545
 PS0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 PS0545'8.9 MI SE FROM SENECA.
 PS0545'8.6 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE POST OFFICE
 PS0545'AT SENECA, FAULK COUNTY, THENCE 0.3 MILE EAST, ON THE TOP OF A
 PS0545'VERY ROCKY RIDGE, 0.2 MILE NORTH OF A SECTION-LINE FENCE, AND
 PS0545'1.1 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 PS0545'TRIANGULATION-STATION DISK, STAMPED ELLISVILLE 1935 AND SET IN
 PS0545'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PS0545
 PS0545                          STATION RECOVERY (1973)
 PS0545
 PS0545'RECOVERY NOTE BY US AIR FORCE 1973
 PS0545'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 PS0545'MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 PS0545'MARK IS SET ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY
 PS0545'0.35 MILE WEST OF A NORTH-SOUTH SECTION LINE ROAD.  AZIMUTH
 PS0545'MARK IS NORTHEAST OF THE STATION ON THE WEST EDGE OF THE
 PS0545'RIGHT-OF-WAY OF NORTH-SOUTH SECTION LINE ROAD.  IT IS 1 FOOT
 PS0545'EAST OF FENCE LINE AND 32 FEET WEST OF THE CENTER LINE OF
 PS0545'THE ROAD.  MARK PROJECTS 8 INCHES.
 PS0545'
 PS0545'TO REACH THE STATION FROM SENECA, FROM THE POST OFFICE, GO
 PS0545'SOUTH 0.25 MILE TO U.S. HIGHWAY 212 AND STANDARD SERVICE STATION,
 PS0545'CONTINUE SOUTH ON MAIN ROAD FOR 6.0 MILES, TURN LEFT AND
 PS0545'GO EAST ON MAIN ROAD FOR 0.5 MILE, TURN RIGHT AND CONTINUE
 PS0545'ON MAIN ROAD FOR 1.65 MILES TO A HOUSE ON LEFT AND GATE ON
 PS0545'THE RIGHT.  (AZIMUTH MARK IS 50 YARDS SOUTH OF THIS GATE.)
 PS0545'AS THEY STILL SHOOT CATTLE RUSTLERS IN THIS PART OF THE
 PS0545'COUNTRY, CONTINUE ON MAIN ROAD 1.15 MILES TO FARM COMPLEX
 PS0545'AND OWNER OF PROPERTY, MR. REG BALOUN.  RETURN 1.15 MILES TO
 PS0545'GATE MENTIONED ABOVE AND GO SOUTHWEST ACROSS FIELDS FOR
 PS0545'ABOUT 0.4 MILE TO SUMMIT OF THE HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0544 ***********************************************************************
 PS0544  DESIGNATION -  ELLISVILLE AZ MK RESET
 PS0544  PID         -  PS0544
 PS0544  STATE/COUNTY-  SD/FAULK
 PS0544  COUNTRY     -  US
 PS0544  USGS QUAD   -  BALD HILLS (2017)
 PS0544
 PS0544                         *CURRENT SURVEY CONTROL
 PS0544  ______________________________________________________________________
 PS0544* NAD 83(1986) POSITION- 44 56 45.     (N) 099 30 06.     (W)   SCALED
 PS0544* NAVD 88 ORTHO HEIGHT -   591.86  (meters)     1941.8   (feet) RESET
 PS0544  ______________________________________________________________________
 PS0544  GEOID HEIGHT    -        -22.939 (meters)                     GEOID18
 PS0544  VERT ORDER      -  THIRD
 PS0544
 PS0544.The horizontal coordinates were scaled from a map and have
 PS0544.an estimated accuracy of +/- 6 seconds.
 PS0544
 PS0544.The orthometric height was computed from unverified reset data.
 PS0544
 PS0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0544.GEOID18 height accuracy estimate available here.
 PS0544
 PS0544.Click photographs - Photos may exist for this station.
 PS0544
 PS0544;                    North         East    Units  Estimated Accuracy
 PS0544;SPC SD N     -   123,740.      639,330.      MT  (+/- 180 meters Scaled)
 PS0544
 PS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ604770(NAD 83)
 PS0544
 PS0544                          SUPERSEDED SURVEY CONTROL
 PS0544
 PS0544.No superseded survey control is available for this station.
 PS0544
 PS0544_MARKER: DZ = AZIMUTH MARK DISK
 PS0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0544_STAMPING: ELLISVILLE 1935 RESET 1960
 PS0544_MARK LOGO: CGS
 PS0544_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0544+STABILITY: SURFACE MOTION
 PS0544
 PS0544  HISTORY     - Date     Condition        Report By
 PS0544  HISTORY     - 1960     MONUMENTED       CGS
 PS0544
 PS0544                          STATION DESCRIPTION
 PS0544
 PS0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 PS0544'8.4 MI S FROM SENECA.
 PS0544'THIS MARK IS LOCATED 8.4 MILES SOUTH ALONG THE HIGHMORE ROAD
 PS0544'FROM THE POST OFFICE AT SENECA, ACROSS THE ROAD FROM A FARMHOUSE,
 PS0544'50 YARDS SOUTH OF A FIELD ENTRANCE, 66 FEET WEST OF THE
 PS0544'CENTERLINE OF THE ROAD, 24 FEET SOUTHWEST OF A TELEPHONE POLE,
 PS0544'2 FEET NORTH OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 PS0544'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0546 ***********************************************************************
 PS0546  DESIGNATION -  ELLISVILLE RM 1
 PS0546  PID         -  PS0546
 PS0546  STATE/COUNTY-  SD/FAULK
 PS0546  COUNTRY     -  US
 PS0546  USGS QUAD   -  BALD HILLS (2017)
 PS0546
 PS0546                         *CURRENT SURVEY CONTROL
 PS0546  ______________________________________________________________________
 PS0546* NAD 83(1986) POSITION- 44 56 33.77   (N) 099 30 30.71   (W)   HD_HELD1
 PS0546* NAVD 88 ORTHO HEIGHT -   607.691 (meters)     1993.73  (feet) ADJUSTED
 PS0546  ______________________________________________________________________
 PS0546  GEOID HEIGHT    -        -22.925 (meters)                     GEOID18
 PS0546  DYNAMIC HEIGHT  -        607.605 (meters)     1993.45  (feet) COMP
 PS0546  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 PS0546
 PS0546  VERT ORDER      -  SECOND    CLASS 0
 PS0546
 PS0546.The horizontal coordinates were determined by differentially corrected
 PS0546.hand held GPS observations or other comparable positioning techniques
 PS0546.and have an estimated accuracy of +/- 3 meters.
 PS0546
 PS0546.The orthometric height was determined by differential leveling and
 PS0546.adjusted by the NATIONAL GEODETIC SURVEY
 PS0546.in June 1991.
 PS0546
 PS0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0546.GEOID18 height accuracy estimate available here.
 PS0546
 PS0546.Click photographs - Photos may exist for this station.
 PS0546
 PS0546.The dynamic height is computed by dividing the NAVD 88
 PS0546.geopotential number by the normal gravity value computed on the
 PS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0546.degrees latitude (g = 980.6199 gals.).
 PS0546
 PS0546.The modeled gravity was interpolated from observed gravity values.
 PS0546
 PS0546;                    North         East    Units  Estimated Accuracy
 PS0546;SPC SD N     -   123,394.5     638,786.9     MT  (+/- 3 meters HH1 GPS) 
 PS0546
 PS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5988076712(NAD 83)
 PS0546
 PS0546                          SUPERSEDED SURVEY CONTROL
 PS0546
 PS0546  NGVD 29 (??/??/92)  607.34   (m)         1992.6    (f) COMPUTED    2 0
 PS0546
 PS0546.Superseded values are not recommended for survey control.
 PS0546
 PS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0546.See file dsdata.pdf to determine how the superseded data were derived.
 PS0546
 PS0546_MARKER: DR = REFERENCE MARK DISK
 PS0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0546_STAMPING: ELLISVILLE NO 1 1935
 PS0546_MARK LOGO: CGS
 PS0546_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0546+STABILITY: SURFACE MOTION
 PS0546
 PS0546  HISTORY     - Date     Condition        Report By
 PS0546  HISTORY     - 1935     MONUMENTED       CGS
 PS0546  HISTORY     - 1960     GOOD             CGS
 PS0546  HISTORY     - 1973     GOOD             USAF
 PS0546
 PS0546                          STATION DESCRIPTION
 PS0546
 PS0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PS0546'8.9 MI SE FROM SENECA.
 PS0546'8.6 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE POST OFFICE
 PS0546'AT SENECA, FAULK COUNTY, THENCE 0.3 MILE EAST, AND 76.3 FEET
 PS0546'NORTHWEST OF TRIANGULATION STATION ELLISVILLE DESCRIBED ABOVE.
 PS0546'A STANDARD REFERENCE-MARK DISK, STAMPED ELLISVILLE NO 1 1935
 PS0546'AND SET IN THE TOP OF A CONCRETE POST.
 PS0546
 PS0546                          STATION RECOVERY (1973)
 PS0546
 PS0546'RECOVERY NOTE BY US AIR FORCE 1973
 PS0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0547 ***********************************************************************
 PS0547  DESIGNATION -  ELLISVILLE RM 2
 PS0547  PID         -  PS0547
 PS0547  STATE/COUNTY-  SD/FAULK
 PS0547  COUNTRY     -  US
 PS0547  USGS QUAD   -  BALD HILLS (2017)
 PS0547
 PS0547                         *CURRENT SURVEY CONTROL
 PS0547  ______________________________________________________________________
 PS0547* NAD 83(1986) POSITION- 44 56 33.71   (N) 099 30 32.40   (W)   HD_HELD1
 PS0547* NAVD 88 ORTHO HEIGHT -   607.877 (meters)     1994.34  (feet) ADJUSTED
 PS0547  ______________________________________________________________________
 PS0547  GEOID HEIGHT    -        -22.924 (meters)                     GEOID18
 PS0547  DYNAMIC HEIGHT  -        607.791 (meters)     1994.06  (feet) COMP
 PS0547  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 PS0547
 PS0547  VERT ORDER      -  SECOND    CLASS 0
 PS0547
 PS0547.The horizontal coordinates were determined by differentially corrected
 PS0547.hand held GPS observations or other comparable positioning techniques
 PS0547.and have an estimated accuracy of +/- 3 meters.
 PS0547
 PS0547.The orthometric height was determined by differential leveling and
 PS0547.adjusted by the NATIONAL GEODETIC SURVEY
 PS0547.in June 1991.
 PS0547
 PS0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0547.GEOID18 height accuracy estimate available here.
 PS0547
 PS0547.Click photographs - Photos may exist for this station.
 PS0547
 PS0547.The dynamic height is computed by dividing the NAVD 88
 PS0547.geopotential number by the normal gravity value computed on the
 PS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0547.degrees latitude (g = 980.6199 gals.).
 PS0547
 PS0547.The modeled gravity was interpolated from observed gravity values.
 PS0547
 PS0547;                    North         East    Units  Estimated Accuracy
 PS0547;SPC SD N     -   123,392.4     638,749.8     MT  (+/- 3 meters HH1 GPS) 
 PS0547
 PS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5984376710(NAD 83)
 PS0547
 PS0547                          SUPERSEDED SURVEY CONTROL
 PS0547
 PS0547  NGVD 29 (??/??/92)  607.52   (m)         1993.2    (f) COMPUTED    2 0
 PS0547
 PS0547.Superseded values are not recommended for survey control.
 PS0547
 PS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0547.See file dsdata.pdf to determine how the superseded data were derived.
 PS0547
 PS0547_MARKER: DR = REFERENCE MARK DISK
 PS0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0547_STAMPING: ELLISVILLE NO 2 1935
 PS0547_MARK LOGO: CGS
 PS0547_PROJECTION: PROJECTING 20 CENTIMETERS
 PS0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0547+STABILITY: SURFACE MOTION
 PS0547
 PS0547  HISTORY     - Date     Condition        Report By
 PS0547  HISTORY     - 1935     MONUMENTED       CGS
 PS0547  HISTORY     - 1960     GOOD             CGS
 PS0547  HISTORY     - 1973     GOOD             USAF
 PS0547
 PS0547                          STATION DESCRIPTION
 PS0547
 PS0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PS0547'8.9 MI SE FROM SENECA.
 PS0547'8.6 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE POST OFFICE
 PS0547'AT SENECA, FAULK COUNTY, THENCE 0.3 MILE EAST, AND 69.1 FEET
 PS0547'SOUTHWEST OF TRIANGULATION STATION ELLISVILLE DESCRIBED ABOVE.
 PS0547'A STANDARD REFERENCE-MARK DISK, STAMPED ELLISVILLE NO 2 1935
 PS0547'AND SET IN THE TOP OF A CONCRETE POST.
 PS0547
 PS0547                          STATION RECOVERY (1973)
 PS0547
 PS0547'RECOVERY NOTE BY US AIR FORCE 1973
 PS0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2290 ***********************************************************************
 PU2290  DESIGNATION -  ELLSWORTH AF TANK AND BCN
 PU2290  PID         -  PU2290
 PU2290  STATE/COUNTY-  SD/MEADE
 PU2290  COUNTRY     -  US
 PU2290  USGS QUAD   -  BEND (2017)
 PU2290
 PU2290                         *CURRENT SURVEY CONTROL
 PU2290  ______________________________________________________________________
 PU2290* NAD 83(1996) POSITION- 44 08 32.58330(N) 103 04 39.64311(W)   ADJUSTED
 PU2290  ______________________________________________________________________
 PU2290  GEOID HEIGHT    -        -16.639 (meters)                     GEOID18
 PU2290  LAPLACE CORR    -        -10.69  (seconds)                    DEFLEC18
 PU2290  HORZ ORDER      -  THIRD
 PU2290
 PU2290.The horizontal coordinates were established by classical geodetic methods
 PU2290.and adjusted by the National Geodetic Survey in January 1998.
 PU2290
 PU2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2290.GEOID18 height accuracy estimate available here.
 PU2290
 PU2290.Click photographs - Photos may exist for this station.
 PU2290
 PU2290.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2290
 PU2290. The following values were computed from the NAD 83(1996) position.
 PU2290
 PU2290;                    North         East     Units Scale Factor Converg.
 PU2290;SPC SD N     -    39,023.751   353,785.810   MT  1.00006382   -2 10 41.5
 PU2290;SPC SD N     -   128,030.42  1,160,712.28   sFT  1.00006382   -2 10 41.5
 PU2290;SPC SD S     -   204,602.089   380,464.814   MT  0.99994866   -1 53 35.5
 PU2290;SPC SD S     -   671,265.35  1,248,241.64   sFT  0.99994866   -1 53 35.5
 PU2290;UTM  13      - 4,889,483.996   653,752.263   MT  0.99989074   +1 20 20.6
 PU2290
 PU2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5375289483(NAD 83)
 PU2290
 PU2290                          SUPERSEDED SURVEY CONTROL
 PU2290
 PU2290  NAD 83(1993)-  44 08 32.57485(N)    103 04 39.64575(W) AD(       ) 3
 PU2290  NAD 83(1986)-  44 08 32.57399(N)    103 04 39.64678(W) AD(       ) 3
 PU2290  NAD 27      -  44 08 32.61830(N)    103 04 38.00590(W) AD(       ) 3
 PU2290
 PU2290.Superseded values are not recommended for survey control.
 PU2290
 PU2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2290.See file dsdata.pdf to determine how the superseded data were derived.
 PU2290
 PU2290_MARKER: 53 = ELEVATED TANK
 PU2290
 PU2290  HISTORY     - Date     Condition        Report By
 PU2290  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2290  HISTORY     - 1961     GOOD             CGS
 PU2290  HISTORY     - 1964     GOOD             CGS
 PU2290
 PU2290                          STATION DESCRIPTION
 PU2290
 PU2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2290'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF THE APPROXIMATE
 PU2290'CENTER OF THE CITY OF RAPID CITY, NEAR THE SOUTHEAST EDGE OF THE
 PU2290'RAPID CITY AIR FORCE BASE, AND APPROXIMATELY 1.5 MILES NORTH OF
 PU2290'U.S. HIGHWAY NO. 14 AND 16.
 PU2290'
 PU2290'THE STATION IS OF STANDARD TANK CONSTRUCTION SUPPORTED BY FOUR
 PU2290'STRUCTURAL STEEL LEGS.  IT IS PAINTED IN ALTERNATE SQUARES OF
 PU2290'RED AND WHITE.  THERE IS A REVOLVING AIRWAY BEACON AT THE CENTER
 PU2290'AND APEX OF THE TANK PROPER.  THE POINT OBSERVED WAS THE BEACON
 PU2290'AT THE APEX OF THE STRUCTURE.
 PU2290
 PU2290                          STATION RECOVERY (1961)
 PU2290
 PU2290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2290'THE STATION IS THE WATER TANK, CENTRALLY LOCATED IN THE BASE,
 PU2290'270 FEET NORTH OF AVENUE E EAST, 160 FEET WEST OF EIGHTH
 PU2290'STREET AND 150 FEET EAST OF SEVENTH STREET.  IT IS SUPPORTED
 PU2290'BY A 10-LEGGED STEEL STRUCTURE.  HAVING AN OVER-ALL HEIGHT OF
 PU2290'135 FEET AND THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 PU2290
 PU2290                          STATION RECOVERY (1964)
 PU2290
 PU2290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PU2290'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0689 ***********************************************************************
 PS0689  DESIGNATION -  ELM
 PS0689  PID         -  PS0689
 PS0689  STATE/COUNTY-  SD/BUFFALO
 PS0689  COUNTRY     -  US
 PS0689  USGS QUAD   -  NORTH OF SHELBY (2017)
 PS0689
 PS0689                         *CURRENT SURVEY CONTROL
 PS0689  ______________________________________________________________________
 PS0689* NAD 83(1996) POSITION- 44 06 08.09100(N) 099 12 23.33899(W)   ADJUSTED
 PS0689* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 PS0689  ______________________________________________________________________
 PS0689  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 PS0689  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 PS0689  HORZ ORDER      -  SECOND
 PS0689
 PS0689.The horizontal coordinates were established by classical geodetic methods
 PS0689.and adjusted by the National Geodetic Survey in January 1998.
 PS0689
 PS0689.The orthometric height was scaled from a topographic map.
 PS0689
 PS0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0689.GEOID18 height accuracy estimate available here.
 PS0689
 PS0689.Click photographs - Photos may exist for this station.
 PS0689
 PS0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0689
 PS0689. The following values were computed from the NAD 83(1996) position.
 PS0689
 PS0689;                    North         East     Units Scale Factor Converg.
 PS0689;SPC SD S     -   197,127.252   690,217.057   MT  0.99994250   +0 46 38.5
 PS0689;SPC SD S     -   646,741.66  2,264,487.13   sFT  0.99994250   +0 46 38.5
 PS0689;UTM  14      - 4,883,250.071   483,473.860   MT  0.99960336   -0 08 37.3
 PS0689
 PS0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0689!SPC SD S     -   0.99992027  x   0.99994250  =   0.99986278
 PS0689!UTM  14      -   0.99992027  x   0.99960336  =   0.99952367
 PS0689
 PS0689:                Primary Azimuth Mark                     Grid Az
 PS0689:SPC SD S     -  ELM AZ MK                                178 57 43.7
 PS0689:UTM  14      -  ELM AZ MK                                179 52 59.5
 PS0689
 PS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8347383250(NAD 83)
 PS0689
 PS0689|---------------------------------------------------------------------|
 PS0689| PID    Reference Object                     Distance      Geod. Az  |
 PS0689|                                                           dddmmss.s |
 PS0689| CO4895 ELM RM 2                             24.360 METERS 00335     |
 PS0689| CO4893 ELM AZ MK                                          1794422.2 |
 PS0689| CO4894 ELM RM 1                             21.804 METERS 27338     |
 PS0689|---------------------------------------------------------------------|
 PS0689
 PS0689                          SUPERSEDED SURVEY CONTROL
 PS0689
 PS0689  NAD 83(1986)-  44 06 08.08941(N)    099 12 23.34565(W) AD(       ) 2
 PS0689  NAD 27      -  44 06 08.12100(N)    099 12 21.98300(W) AD(       ) 2
 PS0689
 PS0689.Superseded values are not recommended for survey control.
 PS0689
 PS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0689.See file dsdata.pdf to determine how the superseded data were derived.
 PS0689
 PS0689_MARKER: DS = TRIANGULATION STATION DISK
 PS0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0689_STAMPING: ELM 1948
 PS0689_MARK LOGO: CGS
 PS0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0689+STABILITY: SURFACE MOTION
 PS0689
 PS0689  HISTORY     - Date     Condition        Report By
 PS0689  HISTORY     - 1948     MONUMENTED       CGS
 PS0689  HISTORY     - 1973     SEE DESCRIPTION  USGS
 PS0689  HISTORY     - 1975     MARK NOT FOUND   NGS
 PS0689
 PS0689                          STATION DESCRIPTION
 PS0689
 PS0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0689'STATION IS LOCATED ABOUT 11 MILES WEST AND 5 MILES NORTH OF
 PS0689'GANN VALLEY, 11-1/2 MILES EAST AND 3 MILES NORTH OF FORT
 PS0689'THOMPSON AND 1-1/2 MILES WEST OF ELM CREEK.  ON LAND OWNED
 PS0689'BY MR. JOE KNIPPLING AND ABOUT 0.35 MILE SOUTH OF THE NORTHEAST
 PS0689'CORNER OF SEC. 3, TOWNSHIP 107 N., RANGE 70 W..  IT IS 23 FEET
 PS0689'EAST OF THE CENTERLINE OF THE ROAD, 8.4 FEET WEST OF THE
 PS0689'NORTH-SOUTH FENCE LINE AND 6-1/2 FEET SOUTH OF AN UNPAINTED
 PS0689'WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC
 PS0689'IS STAMPED ELM 1948.
 PS0689'
 PS0689'REFERENCE MARK NO. 1 IS 71.53 FEET WEST OF THE STATION, 50
 PS0689'FEET WEST OF THE CENTERLINE OF THE ROAD AND 79-1/2 FEET WEST
 PS0689'OF THE FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 PS0689'DISC IS STAMPED ELM NO 1 1948.
 PS0689'
 PS0689'REFERENCE MARK NO. 2 IS 79.92 FEET NORTH OF THE STATION, 33
 PS0689'FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF
 PS0689'THE FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 PS0689'DISC IS STAMPED ELM NO 2 1948
 PS0689'
 PS0689'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF THE STATION,
 PS0689'36 FEET EAST OF THE ROAD, 1-1/2 FEET WEST OF THE FENCE LINE
 PS0689'AND 2 FEET NORTH OF AN UNPAINTED WITNESS POST, AND ABOUT 42
 PS0689'FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 6
 PS0689'INCHES AND THE DISC IS STAMPED ELM 1940.
 PS0689'
 PS0689'STATION WAS REACHED FROM THE ROAD INTERSECTION AT THE EAST
 PS0689'EDGE OF FORT THOMPSON, BY GOING NORTHERLY ON STATE HIGHWAY
 PS0689'47 FOR 1.6 MILES TO A CROSSROADS.  THENCE RIGHT OR EAST ON
 PS0689'A NEW GRADED HIGHWAY FOR 10.8 MILES TO A CONCRETE BRIDGE.
 PS0689'CONTINUE EAST FOR 1.0 MILE TO A SECTION LINE ROAD TO THE LEFT.
 PS0689'TURN LEFT OR NORTH ON SECTION LINE ROAD AND GO 0.5 MILE TO
 PS0689'A GATE.  CONTINUE NORTH FOR 0.8 MILE TO THE AZIMUTH MARK ON
 PS0689'THE RIGHT, THENCE NORTH FOR 0.4 MILE TO THE STATION SITE ON
 PS0689'THE RIGHT.
 PS0689'
 PS0689'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0689
 PS0689                          STATION RECOVERY (1973)
 PS0689
 PS0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WEK)
 PS0689'IN THE AREA WHERE THE AZIMUTH MARK WAS TO BE FOUND I FOUND
 PS0689'BROKEN PIECES OF CONCRETE.  I FOUND R.M. 2, ALONG A FENCE
 PS0689'LINE AND NEAR WHERE IT WAS DESCRIBED.  R.M. 1 AND THE STATION
 PS0689'WERE NOT FOUND, BUT I FEEL THAT ROAD WORK IMPROVING THIS GRAVEL
 PS0689'ROAD OVER THE YEARS HAS ALSO DESTROYED THESE MARKS.  IT MAY
 PS0689'BE NOTED THAT IN 1965, THE U.S. GEOLOGICAL SURVEY RAN LEVELS
 PS0689'ALONG THIS ROAD AND THE ONLY MARK RECOVERED THEN TO ESTABLISH
 PS0689'AN ELEVATION ON WAS R.M. 2.  AS INDICATED ABOVE THIS MARK HAS
 PS0689'NOW BEEN EXTRACTED FROM THE GROUND.
 PS0689
 PS0689                          STATION RECOVERY (1975)
 PS0689
 PS0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PS0689'THE STATION MARK WAS NOT FOUND, ITS APPROXIMATE LOCATION IS IN THE
 PS0689'EAST SHOULDER OF THE REGRADED ROAD.  REFERENCE MARK NO. 1 WAS NOT
 PS0689'FOUND, IT MAY BE COVERED UP ALONG THE WEST RIGHT-OF-WAY FENCE LINE,
 PS0689'THE REFERENCE MARK NO. 2 MONUMENT WAS FOUND LYING ON TOP OF THE
 PS0689'GROUND WITH THE DISK INTACT.  PART OF THE TOP OF THE AZIMUTH MARK
 PS0689'MONUMENT WAS FOUND, BUT THE DISK WAS NOT RECOVERED.  THE GROUND
 PS0689'REFERENCES ARE INADEQUATE FOR DETERMINING THE MARK LOCATIONS.
 PS0689'
 PS0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 PS0689'WNW OF GANN VALLEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0622 ***********************************************************************
 QR0622  DESIGNATION -  ELM
 QR0622  PID         -  QR0622
 QR0622  STATE/COUNTY-  SD/BROWN
 QR0622  COUNTRY     -  US
 QR0622  USGS QUAD   -  RICHMOND NE (2017)
 QR0622
 QR0622                         *CURRENT SURVEY CONTROL
 QR0622  ______________________________________________________________________
 QR0622* NAD 83(1996) POSITION- 45 41 22.41491(N) 098 33 13.04955(W)   ADJUSTED
 QR0622* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) SCALED
 QR0622  ______________________________________________________________________
 QR0622  GEOID HEIGHT    -        -24.274 (meters)                     GEOID18
 QR0622  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 QR0622  HORZ ORDER      -  FIRST
 QR0622
 QR0622.The horizontal coordinates were established by classical geodetic methods
 QR0622.and adjusted by the National Geodetic Survey in January 1998.
 QR0622
 QR0622.The orthometric height was scaled from a topographic map.
 QR0622
 QR0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0622.GEOID18 height accuracy estimate available here.
 QR0622
 QR0622.Click photographs - Photos may exist for this station.
 QR0622
 QR0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0622
 QR0622. The following values were computed from the NAD 83(1996) position.
 QR0622
 QR0622;                    North         East     Units Scale Factor Converg.
 QR0622;SPC SD N     -   207,282.522   712,660.064   MT  1.00000121   +1 01 25.2
 QR0622;SPC SD N     -   680,059.41  2,338,118.89   sFT  1.00000121   +1 01 25.2
 QR0622;UTM  14      - 5,059,653.267   534,756.638   MT  0.99961485   +0 19 09.9
 QR0622
 QR0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0622!SPC SD N     -   0.99993635  x   1.00000121  =   0.99993756
 QR0622!UTM  14      -   0.99993635  x   0.99961485  =   0.99955122
 QR0622
 QR0622:                Primary Azimuth Mark                     Grid Az
 QR0622:SPC SD N     -  ELM AZ MK                                163 59 54.8
 QR0622:UTM  14      -  ELM AZ MK                                164 42 10.1
 QR0622
 QR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3475659653(NAD 83)
 QR0622
 QR0622|---------------------------------------------------------------------|
 QR0622| PID    Reference Object                     Distance      Geod. Az  |
 QR0622|                                                           dddmmss.s |
 QR0622| CO4891 ELM RM 1                             30.770 METERS 06516     |
 QR0622| CO4890 ELM AZ MK                                          1650120.0 |
 QR0622| QR0634 WETONKA MUNICIPAL TANK              APPROX.18.3 KM 2464131.5 |
 QR0622| QR0631 WETONKA CATH CHURCH SPIRE           APPROX.18.4 KM 2473139.1 |
 QR0622| CO4892 ELM RM 2                             33.150 METERS 29457     |
 QR0622|---------------------------------------------------------------------|
 QR0622
 QR0622                          SUPERSEDED SURVEY CONTROL
 QR0622
 QR0622  NAD 83(1986)-  45 41 22.42815(N)    098 33 13.03823(W) AD(       ) 1
 QR0622  NAD 27      -  45 41 22.51200(N)    098 33 11.69600(W) AD(       ) 1
 QR0622
 QR0622.Superseded values are not recommended for survey control.
 QR0622
 QR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0622.See file dsdata.pdf to determine how the superseded data were derived.
 QR0622
 QR0622_MARKER: DS = TRIANGULATION STATION DISK
 QR0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0622_STAMPING: ELM 1934
 QR0622_MARK LOGO: CGS
 QR0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0622+STABILITY: SURFACE MOTION
 QR0622
 QR0622  HISTORY     - Date     Condition        Report By
 QR0622  HISTORY     - 1934     MONUMENTED       CGS
 QR0622  HISTORY     - 1971     GOOD             LOCENG
 QR0622
 QR0622                          STATION DESCRIPTION
 QR0622
 QR0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0622'STATION IS LOCATED IN NW 1/4 SEC. 33, T126N, R64W, ABOUT
 QR0622'10.25 MILES SSW OF FREDERICK, ON AN INDIAN MOUND, HIGHEST
 QR0622'POINT IN VICINITY.  STATION IS IN THE MIDDLE OF MOUND 45 FEET
 QR0622'S OF FENCE.
 QR0622'
 QR0622'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QR0622'CONCRETE CYLINDERS.
 QR0622'
 QR0622'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 QR0622'CONCRETE.
 QR0622'
 QR0622'REFERENCE MARK NO. 1 IS 1 FOOT S OF FENCE, E BY N OF STATION.
 QR0622'
 QR0622'REFERENCE MARK NO. 2 IS 0.8 FOOT S OF FENCE, W BY N OF STATION.
 QR0622'
 QR0622'AZIMUTH MARK IS S BY E OF STATION, 8 FEET S OF FENCE, 34 FEET
 QR0622'N OF CENTER LINE OF ROAD, 16 FEET W OF FENCE CORNER.
 QR0622'
 QR0622'TO REACH THE AZIMUTH FROM STATION, GO W ACROSS FIELD 0.3 MILE,
 QR0622'THENCE LEFT (S) 0.9 MILE, THENCE LEFT (E) 0.5 MILE TO MARK ON
 QR0622'N SIDE.
 QR0622'
 QR0622'TO REACH THE STATION FROM THE SW CORNER OF WESTPORT ON U.S.
 QR0622'HIGHWAY 281, GO W ON GRAVEL ROAD PAST SCHOOL 3.0 MILES, THENCE
 QR0622'RIGHT (N) 2.9 MILES TO E-W FENCE LINE, THENCE RIGHT (E) ACROSS
 QR0622'FIELD 0.3 MILE TO MOUND AND STATION.
 QR0622'
 QR0622'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 QR0622
 QR0622                          STATION RECOVERY (1971)
 QR0622
 QR0622'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 QR0622'STATION RECOVERED BY E.H. SCHMIDT CORPORATION.  VERY GOOD.
 QR0622'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0911 ***********************************************************************
 QS0911  DESIGNATION -  ELM
 QS0911  PID         -  QS0911
 QS0911  STATE/COUNTY-  SD/ZIEBACH
 QS0911  COUNTRY     -  US
 QS0911  USGS QUAD   -  BEDNERS DAM (2017)
 QS0911
 QS0911                         *CURRENT SURVEY CONTROL
 QS0911  ______________________________________________________________________
 QS0911* NAD 83(1996) POSITION- 45 03 16.06770(N) 101 41 26.46007(W)   ADJUSTED
 QS0911* NAVD 88 ORTHO HEIGHT -   756.381 (meters)     2481.56  (feet) ADJUSTED
 QS0911  ______________________________________________________________________
 QS0911  GEOID HEIGHT    -        -20.295 (meters)                     GEOID18
 QS0911  LAPLACE CORR    -         -7.51  (seconds)                    DEFLEC18
 QS0911  DYNAMIC HEIGHT  -        756.234 (meters)     2481.08  (feet) COMP
 QS0911  MODELED GRAVITY -    980,397.8   (mgal)                       NAVD 88
 QS0911
 QS0911  HORZ ORDER      -  THIRD
 QS0911  VERT ORDER      -  FIRST     CLASS II
 QS0911
 QS0911.The horizontal coordinates were established by classical geodetic methods
 QS0911.and adjusted by the National Geodetic Survey in January 1998.
 QS0911
 QS0911.The orthometric height was determined by differential leveling and
 QS0911.adjusted by the NATIONAL GEODETIC SURVEY
 QS0911.in July 1998.
 QS0911
 QS0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0911.GEOID18 height accuracy estimate available here.
 QS0911
 QS0911.Click photographs - Photos may exist for this station.
 QS0911
 QS0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0911
 QS0911.The dynamic height is computed by dividing the NAVD 88
 QS0911.geopotential number by the normal gravity value computed on the
 QS0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0911.degrees latitude (g = 980.6199 gals.).
 QS0911
 QS0911.The modeled gravity was interpolated from observed gravity values.
 QS0911
 QS0911. The following values were computed from the NAD 83(1996) position.
 QS0911
 QS0911;                    North         East     Units Scale Factor Converg.
 QS0911;SPC SD N     -   137,085.423   466,839.107   MT  0.99993911   -1 11 47.6
 QS0911;SPC SD N     -   449,754.43  1,531,621.30   sFT  0.99993911   -1 11 47.6
 QS0911;UTM  14      - 4,992,522.928   288,134.040   MT  1.00015197   -1 54 18.4
 QS0911
 QS0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0911!SPC SD N     -   0.99988461  x   0.99993911  =   0.99982372
 QS0911!UTM  14      -   0.99988461  x   1.00015197  =   1.00003656
 QS0911
 QS0911:                Primary Azimuth Mark                     Grid Az
 QS0911:SPC SD N     -  U 123                                    179 44 37.4
 QS0911:UTM  14      -  U 123                                    180 27 08.2
 QS0911
 QS0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8813492522(NAD 83)
 QS0911
 QS0911|---------------------------------------------------------------------|
 QS0911| PID    Reference Object                     Distance      Geod. Az  |
 QS0911|                                                           dddmmss.s |
 QS0911| QS0531 U 123                                              1783249.8 |
 QS0911| AE3130 ELM RM 1                             14.298 METERS 26529     |
 QS0911| AC6354 ELM RM 2                             10.231 METERS 35746     |
 QS0911|---------------------------------------------------------------------|
 QS0911
 QS0911                          SUPERSEDED SURVEY CONTROL
 QS0911
 QS0911  NAD 83(1986)-  45 03 16.05971(N)    101 41 26.45954(W) AD(       ) 3
 QS0911  NAD 27      -  45 03 16.12700(N)    101 41 24.89000(W) AD(       ) 3
 QS0911
 QS0911.Superseded values are not recommended for survey control.
 QS0911
 QS0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0911.See file dsdata.pdf to determine how the superseded data were derived.
 QS0911
 QS0911_MARKER: DS = TRIANGULATION STATION DISK
 QS0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0911_STAMPING: ELM 1952
 QS0911_MARK LOGO: CGS
 QS0911_PROJECTION: FLUSH
 QS0911_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0911+STABILITY: SURFACE MOTION
 QS0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0911+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 QS0911
 QS0911  HISTORY     - Date     Condition        Report By
 QS0911  HISTORY     - 1952     MONUMENTED       CGS
 QS0911  HISTORY     - 1958     GOOD             CGS
 QS0911  HISTORY     - 19960425 GOOD             NGS
 QS0911  HISTORY     - 20120718 GOOD             INDIV
 QS0911
 QS0911                          STATION DESCRIPTION
 QS0911
 QS0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0911'THE STATION IS IN SECTION 28, T 13 N, R 20 E, ABOUT 4-1/4 MILES
 QS0911'WEST OF DUPREE, 44 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST,
 QS0911'AND 27 FEET EAST OF A BLADED ROAD.
 QS0911'
 QS0911'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 212 AND
 QS0911'THE MAIN STREET OF DUPREE GO WEST ON U.S. HIGHWAY 212 FOR 4.5
 QS0911'MILES TO A BLADED ROAD RIGHT AND A WHITE HOUSE A SHORT DISTANCE
 QS0911'TO THE RIGHT, TURN RIGHT AND GO NORTH ON BLADED ROAD FOR 0.1 MILE
 QS0911'TO TOP OF RISE AND THE STATION ON THE RIGHT.
 QS0911'
 QS0911'TO REACH THE AZIMUTH MARK (BM. U 123) FROM THE STATION GO SOUTH
 QS0911'ON BLADED ROAD FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 212,
 QS0911'CROSS HIGHWAY AND CONTINUE SOUTH ON TRACK ROAD FOR 0.45 MILE
 QS0911'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.
 QS0911'
 QS0911'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QS0911'ELM 1952.
 QS0911'
 QS0911'REFERENCE MARK NO. 1 IS 20 FEET WEST OF BLADED ROAD, AND 5 FEET
 QS0911'SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS FLUSH
 QS0911'WITH THE GROUND, AND THE DISK IS STAMPED ELM NO 1 1952.
 QS0911'
 QS0911'REFERENCE MARK NO. 2 IS 25 FEET EAST OF BLADED ROAD.  THE MARK IS
 QS0911'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ELM NO 2 1952.
 QS0911'
 QS0911'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 QS0911'BENCH MARK DISK SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST.
 QS0911'IT IS 106 FEET EAST OF THE TRACK ROAD, 48 FEET SOUTH OF THE
 QS0911'RAILROAD TRACKS, 7 FEET SOUTH OF A TELEPHONE POLE, AND 3 FEET
 QS0911'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QS0911'IS STAMPED U 123 1934.
 QS0911'
 QS0911'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0911
 QS0911                          STATION RECOVERY (1958)
 QS0911
 QS0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 QS0911'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QS0911'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED AND VERIFIED.
 QS0911'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  STATION
 QS0911'IS 2.7 FEET SOUTHWEST OF A FENCE CORNER, REFERENCE MARK NO. 1 IS 3
 QS0911'FEET WEST OF A FENCE, AND REFERENCE MARK NO. 2 IS 30.8 FEET
 QS0911'SOUTHEAST OF A POWER POLE.
 QS0911
 QS0911                          STATION RECOVERY (1996)
 QS0911
 QS0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0911'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0911'MAIN STREET IN DUPREE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A
 QS0911'GRAVELED ROAD, 19.5 M (64.0 FT) SOUTHEAST OF A UTILITY POLE, 10.3 M
 QS0911'(33.8 FT) SOUTH OF REFERENCE MARK 2, 6.8 M (22.3 FT) EAST OF AND LEVEL
 QS0911'WITH THE ROAD CENTER, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 QS0911'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 QS0911
 QS0911                          STATION RECOVERY (2012)
 QS0911
 QS0911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2249 ***********************************************************************
 PU2249  DESIGNATION -  ELM BUTTE
 PU2249  PID         -  PU2249
 PU2249  STATE/COUNTY-  SD/MEADE
 PU2249  COUNTRY     -  US
 PU2249  USGS QUAD   -  FAIRPOINT NW (2017)
 PU2249
 PU2249                         *CURRENT SURVEY CONTROL
 PU2249  ______________________________________________________________________
 PU2249* NAD 83(1996) POSITION- 44 37 37.51780(N) 102 55 59.64772(W)   ADJUSTED
 PU2249* NAVD 88 ORTHO HEIGHT -   883.    (meters)     2897.    (feet) SCALED
 PU2249  ______________________________________________________________________
 PU2249  GEOID HEIGHT    -        -17.555 (meters)                     GEOID18
 PU2249  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 PU2249  HORZ ORDER      -  THIRD
 PU2249
 PU2249.The horizontal coordinates were established by classical geodetic methods
 PU2249.and adjusted by the National Geodetic Survey in January 1998.
 PU2249
 PU2249.The orthometric height was scaled from a topographic map.
 PU2249
 PU2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2249.GEOID18 height accuracy estimate available here.
 PU2249
 PU2249.Click photographs - Photos may exist for this station.
 PU2249
 PU2249.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2249
 PU2249. The following values were computed from the NAD 83(1996) position.
 PU2249
 PU2249;                    North         East     Units Scale Factor Converg.
 PU2249;SPC SD N     -    92,420.096   367,287.151   MT  0.99996634   -2 04 33.5
 PU2249;SPC SD N     -   303,214.93  1,205,007.93   sFT  0.99996634   -2 04 33.5
 PU2249;UTM  13      - 4,943,603.657   663,946.327   MT  0.99993054   +1 27 07.9
 PU2249
 PU2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2249!SPC SD N     -   0.99986425  x   0.99996634  =   0.99983059
 PU2249!UTM  13      -   0.99986425  x   0.99993054  =   0.99979480
 PU2249
 PU2249:                Primary Azimuth Mark                     Grid Az
 PU2249:SPC SD N     -  ELM BUTTE AZ MK                          299 50 20.1
 PU2249:UTM  13      -  ELM BUTTE AZ MK                          296 18 38.7
 PU2249
 PU2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6394643603(NAD 83)
 PU2249
 PU2249|---------------------------------------------------------------------|
 PU2249| PID    Reference Object                     Distance      Geod. Az  |
 PU2249|                                                           dddmmss.s |
 PU2249| CP9279 ELM BUTTE RM 1                        8.805 METERS 16012     |
 PU2249| CP9278 ELM BUTTE AZ MK                                    2974546.6 |
 PU2249| CQ3672 ELM BUTTE RM 2                       10.049 METERS 34001     |
 PU2249|---------------------------------------------------------------------|
 PU2249
 PU2249                          SUPERSEDED SURVEY CONTROL
 PU2249
 PU2249  NAD 83(1993)-  44 37 37.51036(N)    102 55 59.64801(W) AD(       ) 3
 PU2249  NAD 83(1986)-  44 37 37.50981(N)    102 55 59.64781(W) AD(       ) 3
 PU2249  NAD 27      -  44 37 37.57100(N)    102 55 58.01800(W) AD(       ) 3
 PU2249
 PU2249.Superseded values are not recommended for survey control.
 PU2249
 PU2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2249.See file dsdata.pdf to determine how the superseded data were derived.
 PU2249
 PU2249_MARKER: DS = TRIANGULATION STATION DISK
 PU2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2249_STAMPING: ELM BUTTE 1951
 PU2249_MARK LOGO: CGS
 PU2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2249+STABILITY: SURFACE MOTION
 PU2249
 PU2249  HISTORY     - Date     Condition        Report By
 PU2249  HISTORY     - 1951     MONUMENTED       CGS
 PU2249
 PU2249                          STATION DESCRIPTION
 PU2249
 PU2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2249'STATION IS LOCATED ABOUT 21 MILES EAST AND 7 MILES SOUTH OF
 PU2249'NEWELL, ON THE HIGHEST POINT OF ELM BUTTE, AND IN THE NORTHEAST
 PU2249'1/4 OF SECTION 29, T 8 N, R 10 E.
 PU2249'
 PU2249'TO REACH THE STATION FROM U.S. HIGHWAY 212 AND STATE HIGHWAY
 PU2249'79 AT THE NORTH EDGE OF NEWELL.  GO EAST ON HIGHWAY 212 FOR
 PU2249'16.85 MILES TO A T-INTERSECTION AND A SIGN FAIRPOINT.  TURN
 PU2249'RIGHT AND GO EAST ON A GRADED ROAD FOR 2.3 MILES TO ANOTHER
 PU2249'T-INTERSECTION.  TURN RIGHT AND GO SOUTHEASTERLY FOR 4.85
 PU2249'MILES TO A FORK.  BEAR LEFT AND CONTINUE SOUTHEASTERLY FOR
 PU2249'1.45 MILES TO A SHEEP CORRAL.  PASS TO THE LEFT OF THE CORRAL
 PU2249'AND CONTINUE SOUTHEAST FOR 4.6 MILES TO THE SUMMIT OF A RIDGE.
 PU2249'BEAR LEFT AND CONTINUE SOUTHEASTERLY FOR 0.6 MILE TO THE
 PU2249'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEAST FOR 0.5
 PU2249'MILE TO THE HIGHEST POINT AND THE STATION.
 PU2249'
 PU2249'STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ELM
 PU2249'BUTTE 1951.
 PU2249'
 PU2249'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU2249'ELM BUTTE NO 1 1951.
 PU2249'
 PU2249'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU2249'ELM BUTTE NO 2 1951.
 PU2249'
 PU2249'THE AZIMUTH MARK IS ON THE HIGHEST POINT OF A SMALL KNOLL,
 PU2249'AND 4 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 PU2249'5 INCHES AND THE DISK IS STAMPED ELM BUTTE 1951.
 PU2249'
 PU2249'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2249'CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6354 ***********************************************************************
 AC6354  DESIGNATION -  ELM RM 2
 AC6354  PID         -  AC6354
 AC6354  STATE/COUNTY-  SD/ZIEBACH
 AC6354  COUNTRY     -  US
 AC6354  USGS QUAD   -  BEDNERS DAM (2017)
 AC6354
 AC6354                         *CURRENT SURVEY CONTROL
 AC6354  ______________________________________________________________________
 AC6354* NAD 83(1986) POSITION- 45 03 16.40   (N) 101 41 26.48   (W)   HD_HELD1
 AC6354* NAVD 88 ORTHO HEIGHT -   755.921 (meters)     2480.05  (feet) ADJUSTED
 AC6354  ______________________________________________________________________
 AC6354  GEOID HEIGHT    -        -20.295 (meters)                     GEOID18
 AC6354  DYNAMIC HEIGHT  -        755.775 (meters)     2479.57  (feet) COMP
 AC6354  MODELED GRAVITY -    980,397.8   (mgal)                       NAVD 88
 AC6354
 AC6354  VERT ORDER      -  FIRST     CLASS II
 AC6354
 AC6354.The horizontal coordinates were determined by differentially corrected
 AC6354.hand held GPS observations or other comparable positioning techniques
 AC6354.and have an estimated accuracy of +/- 3 meters.
 AC6354
 AC6354.The orthometric height was determined by differential leveling and
 AC6354.adjusted by the NATIONAL GEODETIC SURVEY
 AC6354.in July 1998.
 AC6354
 AC6354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6354.GEOID18 height accuracy estimate available here.
 AC6354
 AC6354.Click photographs - Photos may exist for this station.
 AC6354
 AC6354.The dynamic height is computed by dividing the NAVD 88
 AC6354.geopotential number by the normal gravity value computed on the
 AC6354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6354.degrees latitude (g = 980.6199 gals.).
 AC6354
 AC6354.The modeled gravity was interpolated from observed gravity values.
 AC6354
 AC6354;                    North         East    Units  Estimated Accuracy
 AC6354;SPC SD N     -   137,095.7     466,838.9     MT  (+/- 3 meters HH1 GPS) 
 AC6354
 AC6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8813392533(NAD 83)
 AC6354
 AC6354                          SUPERSEDED SURVEY CONTROL
 AC6354
 AC6354.No superseded survey control is available for this station.
 AC6354
 AC6354_MARKER: DR = REFERENCE MARK DISK
 AC6354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6354_STAMPING: ELM NO 2 1952
 AC6354_MARK LOGO: CGS
 AC6354_PROJECTION: FLUSH
 AC6354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6354+STABILITY: SURFACE MOTION
 AC6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6354+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 AC6354
 AC6354  HISTORY     - Date     Condition        Report By
 AC6354  HISTORY     - 1952     MONUMENTED       CGS
 AC6354  HISTORY     - 19960425 GOOD             NGS
 AC6354  HISTORY     - 20120718 GOOD             INDIV
 AC6354
 AC6354                          STATION DESCRIPTION
 AC6354
 AC6354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6354'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC6354'MAIN STREET IN DUPREE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A
 AC6354'GRAVELED ROAD, 17.9 M (58.7 FT) EAST OF A UTILITY POLE, 10.3 M (33.8
 AC6354'FT) NORTH OF TRIANGULATION STATION ELM, 6.6 M (21.7 FT) EAST OF AND
 AC6354'LEVEL WITH THE ROAD CENTER, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC6354'SURFACE.
 AC6354
 AC6354                          STATION RECOVERY (2012)
 AC6354
 AC6354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 AC6354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0939 ***********************************************************************
 OQ0939  DESIGNATION -  ELM SPRING
 OQ0939  PID         -  OQ0939
 OQ0939  STATE/COUNTY-  SD/HANSON
 OQ0939  COUNTRY     -  US
 OQ0939  USGS QUAD   -  ROCKPORT COLONY (2017)
 OQ0939
 OQ0939                         *CURRENT SURVEY CONTROL
 OQ0939  ______________________________________________________________________
 OQ0939* NAD 83(1996) POSITION- 43 30 27.61514(N) 097 47 20.49072(W)   ADJUSTED
 OQ0939* NAVD 88 ORTHO HEIGHT -   411.5   (meters)     1350.    (feet) VERTCON3
 OQ0939  ______________________________________________________________________
 OQ0939  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 OQ0939  LAPLACE CORR    -          4.76  (seconds)                    DEFLEC18
 OQ0939  HORZ ORDER      -  FIRST
 OQ0939
 OQ0939.The horizontal coordinates were established by classical geodetic methods
 OQ0939.and adjusted by the National Geodetic Survey in January 1998.
 OQ0939
 OQ0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0939
 OQ0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0939.GEOID18 height accuracy estimate available here.
 OQ0939
 OQ0939.Click photographs - Photos may exist for this station.
 OQ0939
 OQ0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0939
 OQ0939. The following values were computed from the NAD 83(1996) position.
 OQ0939
 OQ0939;                    North         East     Units Scale Factor Converg.
 OQ0939;SPC SD S     -   133,609.181   805,698.183   MT  0.99990873   +1 45 18.7
 OQ0939;SPC SD S     -   438,349.45  2,643,361.46   sFT  0.99990873   +1 45 18.7
 OQ0939;UTM  14      - 4,817,905.524   597,888.441   MT  0.99971786   +0 50 01.5
 OQ0939
 OQ0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0939!SPC SD S     -   0.99993960  x   0.99990873  =   0.99984834
 OQ0939!UTM  14      -   0.99993960  x   0.99971786  =   0.99965748
 OQ0939
 OQ0939:                Primary Azimuth Mark                     Grid Az
 OQ0939:SPC SD S     -  ALEXANDRIA BAPTIST CH SPIRE              000 21 25.9
 OQ0939:UTM  14      -  ALEXANDRIA BAPTIST CH SPIRE              001 16 43.1
 OQ0939
 OQ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9788817905(NAD 83)
 OQ0939
 OQ0939|---------------------------------------------------------------------|
 OQ0939| PID    Reference Object                     Distance      Geod. Az  |
 OQ0939|                                                           dddmmss.s |
 OQ0939| OQ0938 ALEXANDRIA BAPTIST CH SPIRE         APPROX.16.4 KM 0020644.6 |
 OQ0939| OQ0935 ALEXANDRIA COURTHOUSE DOME          APPROX.16.4 KM 0030814.5 |
 OQ0939| CO3060 ELM SPRING RM                                      00728     |
 OQ0939| OQ0905 GERMAN BAPTIST CHURCH SPIRE         APPROX. 9.1 KM 1020444.0 |
 OQ0939|---------------------------------------------------------------------|
 OQ0939
 OQ0939                          SUPERSEDED SURVEY CONTROL
 OQ0939
 OQ0939  NAD 83(1995)-  43 30 27.62280(N)    097 47 20.47942(W) AD(       ) 1
 OQ0939  NAD 83(1986)-  43 30 27.62776(N)    097 47 20.47417(W) AD(       ) 1
 OQ0939  NAD 27      -  43 30 27.69000(N)    097 47 19.22000(W) AD(       ) 1
 OQ0939  USSD        -  43 30 27.86400(N)    097 47 19.59400(W) AD(       ) 3
 OQ0939  NGVD 29 (07/19/86)  411.2    (m)         1349.     (f) VERT ANG       
 OQ0939
 OQ0939.Superseded values are not recommended for survey control.
 OQ0939
 OQ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0939.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0939
 OQ0939_MARKER: N = NAIL
 OQ0939_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0939
 OQ0939  HISTORY     - Date     Condition        Report By
 OQ0939  HISTORY     - 1901     MONUMENTED       CGS
 OQ0939  HISTORY     - 1903     GOOD             CGS
 OQ0939  HISTORY     - 1928     SEE DESCRIPTION  CGS
 OQ0939  HISTORY     - 1935     GOOD             CGS
 OQ0939  HISTORY     - 1968     SEE DESCRIPTION  USGS
 OQ0939
 OQ0939                          STATION DESCRIPTION
 OQ0939
 OQ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OQ0939'SITUATED IN THE NE. 1/4 SEC. 33, T101N, R58W, ON A
 OQ0939'SMALL HILL ON LAND BELONGING TO THE ELM SPRINGS MENNONITE COLONY,
 OQ0939'AND ABOUT 70 METERS WEST OF A WIRE FENCE WHICH SEPARATES
 OQ0939'CULTIVATED LAND ON THE EAST FROM PASTURE ON THE WEST.  THE
 OQ0939'STATION IS ABOUT 10 MILES DUE SOUTH OF ALEXANDRIA, AND ABOUT
 OQ0939'0.7 MILE NORTH-NORTHEAST OF THE AFOREMENTIONED COLONY.  THE
 OQ0939'SURFACE MARK IS A NAIL IN THE TOP OF A 4- BY 6-INCH PINE STUB, AND
 OQ0939'THE UNDERGROUND MARK IS A COPPER TACK IN THE CORK OF A STONE
 OQ0939'JUG.  THE REFERENCE MARK IS IN THE NORTH SIDE OF SECTION 33,
 OQ0939'AT FENCE CORNER FORMED BY THE ABOVE MENTIONED PARTITION
 OQ0939'FENCE, 0.15 METER NORTH AND 0.25 METER WEST OF THE FENCE
 OQ0939'CORNER, AND 399.933 METERS FROM THE STATION
 OQ0939'N 07 DEG 28 MIN E.  THE FLOURING MILL OF THE MENNONITE
 OQ0939'COLONY IS ABOUT 1,200 METERS FROM THE STATION S 35 DEG 50 MIN W.
 OQ0939
 OQ0939                          STATION RECOVERY (1928)
 OQ0939
 OQ0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FCK)
 OQ0939'COPIED FROM LETTER FROM F.C. KRATZ, OLIVET, S.D., JUNE 11, 1928.
 OQ0939'
 OQ0939'THE TRIANGULATION STATION IS LOCATED IN THE NORTHEAST QUARTER
 OQ0939'OF SEC. 33, T101N, R58W.  I USED THE STATION AND TIED
 OQ0939'SEVERAL CORNERS TO IT.  THIS STATION SHOULD BE LOOKED AFTER
 OQ0939'AS THE CONCRETE IS WASHING OUT SO THAT ITS CENTER WILL SOON
 OQ0939'BE GONE AND THE GROUND IS WASHING AWAY FROM THE BLOCK.  THE
 OQ0939'STATION IS A ROUND BLOCK OF CONCRETE ABOUT 16 INCHES IN DIAMETER
 OQ0939'WITH A 4-INCH DRAIN TILE SET IN TOP AND A NAIL IN CENTER.
 OQ0939
 OQ0939                          STATION RECOVERY (1935)
 OQ0939
 OQ0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0939'STATION RECOVERED MAY 10, 1935, AND FOUND IN GOOD CONDITION.
 OQ0939'GROUND SURROUNDING THE MARK HAS BEEN LOWERED ABOUT 3 INCHES
 OQ0939'BUT IS NOW WELL GRASSED OVER SO THAT THE STATION IS IN NO
 OQ0939'IMMEDIATE DANGER OF BEING LOST.  REFERENCE MARK WAS NOT RECOVERED
 OQ0939'AT THE LOCATION INDICATED.  IT MUST HAVE BEEN REMOVED OR BROKEN
 OQ0939'BY MACHINERY PASSING THROUGH THE GATE INTO THE FIELD.  STATION
 OQ0939'IS IN THE NORTHEAST QUARTER, SEC. 33, T. 101 N., R. 58 W., AT
 OQ0939'THE CREST OF A SMALL BUT PROMINENT HILL, ABOUT 3/4 MILE
 OQ0939'NORTHEAST OF A WHITE MILL AND A RED ELEVATOR, IN PASTURE LAND
 OQ0939'OWNED BY PAUL SCHOENFELDER WHO LIVES AT THE WEST END OF A
 OQ0939'BRIDGE SPANNING THE JAMES RIVER, ABOUT 1/4 MILE SOUTH OF THE
 OQ0939'NORTH LINE AND 1/8 MILE WEST OF THE EAST LINE OF THE
 OQ0939'SECTION, 100 YARDS SOUTHEAST OF A DEEP RAVINE, AND
 OQ0939'210 FEET WEST OF A FENCE SEPARATING THE PASTURE FROM A
 OQ0939'CULTIVATED FIELD TO THE EAST.  THE SURFACE MARK IS A NAIL IN
 OQ0939'A TERRA-COTTA PIPE FILLED WITH AND SET IN CONCRETE.
 OQ0939'
 OQ0939'TO REACH FROM ALEXANDRIA, GO SOUTH ABOUT 10 MILES TO A CLOSED
 OQ0939'EAST-AND-WEST SECTION LINE, TURN WEST, PROCEED ABOUT 200
 OQ0939'YARDS ALONG THE NORTH SIDE OF THE FENCE, THEN ENTER GATE INTO
 OQ0939'PASTURE AND PROCEED SOUTH ABOUT A QUARTER OF A MILE TO THE TOP
 OQ0939'OF THE HILL.
 OQ0939
 OQ0939                          STATION RECOVERY (1968)
 OQ0939
 OQ0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WCM)
 OQ0939'STATION PROBABLY DESTROYED--AREA IS NOW UNDER CULTIVATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2193 ***********************************************************************
 PU2193  DESIGNATION -  ELM SPRINGS
 PU2193  PID         -  PU2193
 PU2193  STATE/COUNTY-  SD/MEADE
 PU2193  COUNTRY     -  US
 PU2193  USGS QUAD   -  DALZELL (2017)
 PU2193
 PU2193                         *CURRENT SURVEY CONTROL
 PU2193  ______________________________________________________________________
 PU2193* NAD 83(1996) POSITION- 44 19 17.79148(N) 102 29 07.82151(W)   ADJUSTED
 PU2193* NAVD 88 ORTHO HEIGHT -   831.    (meters)     2726.    (feet) SCALED
 PU2193  ______________________________________________________________________
 PU2193  GEOID HEIGHT    -        -18.713 (meters)                     GEOID18
 PU2193  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC18
 PU2193  HORZ ORDER      -  SECOND
 PU2193
 PU2193.The horizontal coordinates were established by classical geodetic methods
 PU2193.and adjusted by the National Geodetic Survey in January 1998.
 PU2193
 PU2193.The orthometric height was scaled from a topographic map.
 PU2193
 PU2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2193.GEOID18 height accuracy estimate available here.
 PU2193
 PU2193.Click photographs - Photos may exist for this station.
 PU2193
 PU2193.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2193
 PU2193. The following values were computed from the NAD 83(1996) position.
 PU2193
 PU2193;                    North         East     Units Scale Factor Converg.
 PU2193;SPC SD N     -    57,302.232   401,754.296   MT  1.00001957   -1 45 32.7
 PU2193;SPC SD N     -   187,999.07  1,318,088.89   sFT  1.00001957   -1 45 32.7
 PU2193;SPC SD S     -   223,113.115   428,339.850   MT  0.99998222   -1 29 04.8
 PU2193;SPC SD S     -   731,996.94  1,405,311.66   sFT  0.99998222   -1 29 04.8
 PU2193;UTM  13      - 4,910,669.263   700,506.783   MT  1.00009445   +1 45 26.7
 PU2193
 PU2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2193!SPC SD N     -   0.99987258  x   1.00001957  =   0.99989214
 PU2193!SPC SD S     -   0.99987258  x   0.99998222  =   0.99985480
 PU2193!UTM  13      -   0.99987258  x   1.00009445  =   0.99996702
 PU2193
 PU2193:                Primary Azimuth Mark                     Grid Az
 PU2193:SPC SD N     -  ELM SPRINGS AZ MK                        195 48 35.5
 PU2193:SPC SD S     -  ELM SPRINGS AZ MK                        195 32 07.6
 PU2193:UTM  13      -  ELM SPRINGS AZ MK                        192 17 36.1
 PU2193
 PU2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0050610669(NAD 83)
 PU2193
 PU2193|---------------------------------------------------------------------|
 PU2193| PID    Reference Object                     Distance      Geod. Az  |
 PU2193|                                                           dddmmss.s |
 PU2193| PU2191 TT 19 DFC                           468.170 METERS 0501435.7 |
 PU2193| CQ3673 ELM SPRINGS AZ MK                                  1940302.8 |
 PU2193| CQ3674 ELM SPRINGS RM 1                     18.995 METERS 22808     |
 PU2193| CQ3675 ELM SPRINGS RM 2                     23.251 METERS 34911     |
 PU2193|---------------------------------------------------------------------|
 PU2193
 PU2193                          SUPERSEDED SURVEY CONTROL
 PU2193
 PU2193  NAD 83(1993)-  44 19 17.78343(N)    102 29 07.82249(W) AD(       ) 2
 PU2193  NAD 83(1986)-  44 19 17.78351(N)    102 29 07.82254(W) AD(       ) 2
 PU2193  NAD 27      -  44 19 17.83410(N)    102 29 06.22280(W) AD(       ) 2
 PU2193
 PU2193.Superseded values are not recommended for survey control.
 PU2193
 PU2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2193.See file dsdata.pdf to determine how the superseded data were derived.
 PU2193
 PU2193_MARKER: DS = TRIANGULATION STATION DISK
 PU2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2193_STAMPING: ELM SPRINGS 1950
 PU2193_MARK LOGO: CGS
 PU2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2193+STABILITY: SURFACE MOTION
 PU2193
 PU2193  HISTORY     - Date     Condition        Report By
 PU2193  HISTORY     - 1950     MONUMENTED       CGS
 PU2193  HISTORY     - 1951     GOOD             CGS
 PU2193  HISTORY     - 1962     GOOD             CGS
 PU2193
 PU2193                          STATION DESCRIPTION
 PU2193
 PU2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2193'STATION IS LOCATED ABOUT 18 MILES NORTH OF WASTA, ABOUT 4 MILES
 PU2193'SOUTH OF THE BELLE FOURCHE RIVER, ABOUT 2 MILES NORTHEAST OF
 PU2193'ELM SPRINGS, AND ON LAND OWNED BY MR. W.H. JOHNSTON.
 PU2193'
 PU2193'TO REACH FROM THE FORD GARAGE IN WASTA, GO WEST ON U.S. HIGHWAY
 PU2193'14 AND 16 FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON
 PU2193'GRAVELED ROAD AND GO NORTH FOR 0.7 MILE TO A FORK.  BEAR LEFT
 PU2193'AND GO NORTHWEST AND NORTH ON MAIN GRAVELED ROAD FOR 15.05
 PU2193'MILES TO A FORK.  BEAR LEFT AND GO NORTHWEST AND NORTH FOR
 PU2193'4.0 MILES TO A T-ROAD AT ELM SPRINGS.  TURN RIGHT AND GO
 PU2193'EAST FOR 2.1 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH
 PU2193'FOR 0.6 MILE TO THE STATION ON LEFT.
 PU2193'
 PU2193'TO REACH AZIMUTH MARK FROM STATION, GO NORTH-NORTHWEST FOR 0.3
 PU2193'MILE TO MARK IN THE CENTER OF ROAD FORKS.
 PU2193'
 PU2193'STATION MARK IS STAMPED ELM SPRINGS 1950.
 PU2193'
 PU2193'REFERENCE MARK NO. 1 IS 75 FEET SOUTHWEST OF STATION, AND THE
 PU2193'DISK IS STAMPED ELM SPRINGS NO 1 1950.
 PU2193'
 PU2193'REFERENCE MARK NO. 2 IS 70 FEET NORTHWEST OF STATION, AND THE
 PU2193'DISK IS STAMPED ELM SPRINGS NO 2 1950.
 PU2193'
 PU2193'19 DFC (USGS) (AZ. MK.) IS 0.3 MILE NORTH OF STATION, AND NEAR
 PU2193'A FENCE CORNER.  THE DISK IS STAMPED 19 DFC 1950.
 PU2193'
 PU2193'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 PU2193'OF 12-INCH CONCRETE CYLINDERS.  19 DFC IS A U.S. GEOLOGICAL
 PU2193'SURVEY BENCH MARK.
 PU2193
 PU2193                          STATION RECOVERY (1951)
 PU2193
 PU2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2193'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF ELM SPRINGS,
 PU2193'IN THE NORTHWEST 1/4 OF SECTION 7, T 4 N, R 14 E, ON LAND OWNED
 PU2193'BY MR. W.M. JOHNSTON, 15 FEET WEST OF THE CENTER OF A DIRT
 PU2193'ROAD, AND 7 FEET SOUTH OF A WITNESS POST.
 PU2193'
 PU2193'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN ELM
 PU2193'SPRINGS, GO EAST ON A GRAVELED ROAD FOR 2.1 MILES TO A CROSS
 PU2193'ROADS.  THEN LEFT, NORTHERLY, ON A DIRT ROAD FOR 0.35 MILE
 PU2193'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 PU2193'NORTHERLY FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PU2193'CONTINUE NORTHEASTERLY ON THE DIRT ROAD FOR 0.3 MILE TO TT 19
 PU2193'DFC (USGS) AS DESCRIBED.
 PU2193'
 PU2193'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2193'ELM SPRINGS 1950.
 PU2193'
 PU2193'REFERENCE MARK NO. 1 IS 56 FEET WEST OF THE CENTER OF THE ROAD.
 PU2193'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED ELM SPRINGS
 PU2193'NO 1 1950.
 PU2193'
 PU2193'REFERENCE MARK NO. 2 IS 52 FEET WEST OF THE CENTER OF THE ROAD,
 PU2193'AND 20 FEET SOUTH OF THE EDGE OF A RAVINE.  IT PROJECTS 3
 PU2193'INCHES, AND THE DISK IS STAMPED ELM SPRINGS NO 2 1950.
 PU2193'
 PU2193'THE AZIMUTH MARK IS ON THE CREST OF A SMALL KNOLL THAT IS AT
 PU2193'THE WEST EDGE OF A CULTIVATED FIELD, 50 FEET EAST OF THE CENTER
 PU2193'OF THE DIRT ROAD, AND 25 FEET WEST OF THE CENTER OF A TRACK
 PU2193'ROAD.  IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED ELM SPRINGS
 PU2193'1950.
 PU2193'
 PU2193'TT 19 DFC (USGS) IS AT THE NORTHEAST EDGE OF A TRIANGULAR
 PU2193'PLOT OF GROUND THAT FORMS THE CENTER OF THE INTERSECTION OF
 PU2193'THREE DIRT ROADS, 12 FEET NORTHEAST OF THE CENTER OF A DIRT
 PU2193'ROAD, 4 FEET NORTH-NORTHWEST OF A WITNESS POST, AND 3 FEET
 PU2193'NORTHEAST OF A FENCE CORNER.  IT IS A STANDARD U.S. GEOLOGICAL
 PU2193'SURVEY BENCH MARK DISK STAMPED TT 19 DFC 1950 SET IN THE TOP
 PU2193'OF A 6-INCH CONCRETE CYLINDER THAT PROJECTS 4 INCHES.
 PU2193'
 PU2193'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 PU2193'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2193'
 PU2193'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PU2193
 PU2193                          STATION RECOVERY (1962)
 PU2193
 PU2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2193'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 PU2193'GOOD CONDITION.
 PU2193'
 PU2193'THE STATION WAS USED THIS DATE FOR A CHECK ANGLE ONLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0712 ***********************************************************************
 QS0712  DESIGNATION -  ELMER
 QS0712  PID         -  QS0712
 QS0712  STATE/COUNTY-  SD/CAMPBELL
 QS0712  COUNTRY     -  US
 QS0712  USGS QUAD   -  POLLOCK SE (2017)
 QS0712
 QS0712                         *CURRENT SURVEY CONTROL
 QS0712  ______________________________________________________________________
 QS0712* NAD 83(1996) POSITION- 45 52 01.97568(N) 100 16 32.59882(W)   ADJUSTED
 QS0712* NAVD 88 ORTHO HEIGHT -   532.    (meters)     1745.    (feet) SCALED
 QS0712  ______________________________________________________________________
 QS0712  GEOID HEIGHT    -        -21.901 (meters)                     GEOID18
 QS0712  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 QS0712  HORZ ORDER      -  SECOND
 QS0712
 QS0712.The horizontal coordinates were established by classical geodetic methods
 QS0712.and adjusted by the National Geodetic Survey in January 1998.
 QS0712
 QS0712.The orthometric height was scaled from a topographic map.
 QS0712
 QS0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0712.GEOID18 height accuracy estimate available here.
 QS0712
 QS0712.Click photographs - Photos may exist for this station.
 QS0712
 QS0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0712
 QS0712. The following values were computed from the NAD 83(1996) position.
 QS0712
 QS0712;                    North         East     Units Scale Factor Converg.
 QS0712;SPC SD N     -   226,058.855   578,589.809   MT  1.00004069   -0 11 42.5
 QS0712;SPC SD N     -   741,661.43  1,898,256.73   sFT  1.00004069   -0 11 42.5
 QS0712;UTM  14      - 5,080,085.640   400,982.109   MT  0.99972053   -0 54 56.5
 QS0712
 QS0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0712!SPC SD N     -   0.99991998  x   1.00004069  =   0.99996066
 QS0712!UTM  14      -   0.99991998  x   0.99972053  =   0.99964053
 QS0712
 QS0712:                Primary Azimuth Mark                     Grid Az
 QS0712:SPC SD N     -  MIKE                                     016 44 39.3
 QS0712:UTM  14      -  MIKE                                     017 27 53.3
 QS0712
 QS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0098280085(NAD 83)
 QS0712
 QS0712|---------------------------------------------------------------------|
 QS0712| PID    Reference Object                     Distance      Geod. Az  |
 QS0712|                                                           dddmmss.s |
 QS0712| QS0671 MIKE                                APPROX. 7.9 KM 0163256.8 |
 QS0712| CO4897 ELMER RM 1                           11.643 METERS 17712     |
 QS0712| CO4898 ELMER RM 2                           21.138 METERS 26620     |
 QS0712|---------------------------------------------------------------------|
 QS0712
 QS0712                          SUPERSEDED SURVEY CONTROL
 QS0712
 QS0712  NAD 83(1986)-  45 52 01.96553(N)    100 16 32.59380(W) AD(       ) 2
 QS0712  NAD 27      -  45 52 01.98351(N)    100 16 31.14508(W) AD(       ) 2
 QS0712
 QS0712.Superseded values are not recommended for survey control.
 QS0712
 QS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0712.See file dsdata.pdf to determine how the superseded data were derived.
 QS0712
 QS0712_MARKER: DD = SURVEY DISK
 QS0712_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QS0712_STAMPING: ET ELMER 1967
 QS0712_MARK LOGO: USGS
 QS0712_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0712
 QS0712  HISTORY     - Date     Condition        Report By
 QS0712  HISTORY     - 1967     MONUMENTED       USGS
 QS0712
 QS0712                          STATION DESCRIPTION
 QS0712
 QS0712'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 QS0712'THE STATION IS LOCATED ABOUT 2.2 MI S. AND 0.5 MI E. OF POLLOCK,
 QS0712'T. 128 N., R. 78 W., NEAR N. SIXTEENTH COR. BETWEEN SECS. 33
 QS0712'AND 34.
 QS0712'
 QS0712'TO REACH THE STATION FROM THE CENTER OF POLLOCK, GO E. ON MAIN
 QS0712'STREET 0.5 MI, TURN RIGHT (S.), GO 2.2 MI S. ON GRADED RD. TO A
 QS0712'SMALL HILL AND STATION ON THE LEFT.
 QS0712'
 QS0712'STATION MARK IS 298 FT N. AND 35 FT E. OF CENTER OF RD. AT FENCE
 QS0712'LINE W., 3.5 FT W. OF E. RIGHT-OF-WAY FENCE AND USGS WITNESS
 QS0712'POST, STAMPED ET ELMER 1967.
 QS0712'
 QS0712'REFERENCE MARK NO. 1 IS S. OF STATION, 37 FT E. OF CENTER OF RD.,
 QS0712'1.8 MI W. OF E. RIGHT-OF-WAY FENCE, STAMPED ELMER NO. 1 1967.
 QS0712'
 QS0712'REFERENCE MARK NO. 2 IS W. OF STATION, 35 FT W. OF CENTER OF
 QS0712'RD., 4 FT N. AND 2 FT E. OF POWER LINE POLE, 2 FT E. OF W.
 QS0712'RIGHT-OF-WAY FENCE, STAMPED ELMER NO. 2 1967.
 QS0712'
 QS0712'AZIMUTH MARK - POLLOCK MWT.  A SPHEROID TANK 100 FT N. AND 99 FT
 QS0712'E. OF THE CENTER OF THE INTERSECTION OF SUMMIT STREET AND C
 QS0712'STREET.  THE TOWER IS 125 FT HIGH TO CENTER OF RED LIGHT ON TOP.
 QS0712'IT WAS BUILT IN 1956.
 QS0712'
 QS0712'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0712'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0712'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF
 QS0712'CAP.
 QS0712'
 QS0712'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0918 ***********************************************************************
 PR0918  DESIGNATION -  ELROD
 PR0918  PID         -  PR0918
 PR0918  STATE/COUNTY-  SD/CLARK
 PR0918  COUNTRY     -  US
 PR0918  USGS QUAD   -  GARDEN CITY (2017)
 PR0918
 PR0918                         *CURRENT SURVEY CONTROL
 PR0918  ______________________________________________________________________
 PR0918* NAD 83(1996) POSITION- 44 52 35.37423(N) 097 36 11.07485(W)   ADJUSTED
 PR0918* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 PR0918  ______________________________________________________________________
 PR0918  GEOID HEIGHT    -        -24.714 (meters)                     GEOID18
 PR0918  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 PR0918  HORZ ORDER      -  SECOND
 PR0918
 PR0918.The horizontal coordinates were established by classical geodetic methods
 PR0918.and adjusted by the National Geodetic Survey in January 1998.
 PR0918
 PR0918.The orthometric height was scaled from a topographic map.
 PR0918
 PR0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0918.GEOID18 height accuracy estimate available here.
 PR0918
 PR0918.Click photographs - Photos may exist for this station.
 PR0918
 PR0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0918
 PR0918. The following values were computed from the NAD 83(1996) position.
 PR0918
 PR0918;                    North         East     Units Scale Factor Converg.
 PR0918;SPC SD N     -   118,721.453   789,357.097   MT  0.99994374   +1 41 47.0
 PR0918;SPC SD N     -   389,505.30  2,589,749.08   sFT  0.99994374   +1 41 47.0
 PR0918;UTM  14      - 4,970,179.597   610,335.292   MT  0.99974970   +0 59 08.7
 PR0918
 PR0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0918!SPC SD N     -   0.99991776  x   0.99994374  =   0.99986150
 PR0918!UTM  14      -   0.99991776  x   0.99974970  =   0.99966748
 PR0918
 PR0918:                Primary Azimuth Mark                     Grid Az
 PR0918:SPC SD N     -  ELROD AZ MK                              087 37 31.8
 PR0918:UTM  14      -  ELROD AZ MK                              088 20 10.1
 PR0918
 PR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1033570179(NAD 83)
 PR0918
 PR0918|---------------------------------------------------------------------|
 PR0918| PID    Reference Object                     Distance      Geod. Az  |
 PR0918|                                                           dddmmss.s |
 PR0918| AE3117 ELROD AZ MK                                        0891918.8 |
 PR0918| AE3118 ELROD RM 1                           12.198 METERS 09013     |
 PR0918| AE3119 ELROD RM 2                           13.269 METERS 26832     |
 PR0918| PR0921 CLARK MUNICIPAL TANK                APPROX.10.8 KM 2720207.8 |
 PR0918|---------------------------------------------------------------------|
 PR0918
 PR0918                          SUPERSEDED SURVEY CONTROL
 PR0918
 PR0918  NAD 83(1986)-  44 52 35.37253(N)    097 36 11.05928(W) AD(       ) 2
 PR0918  NAD 27      -  44 52 35.48977(N)    097 36 09.76085(W) AD(       ) 2
 PR0918
 PR0918.Superseded values are not recommended for survey control.
 PR0918
 PR0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0918.See file dsdata.pdf to determine how the superseded data were derived.
 PR0918
 PR0918_MARKER: DS = TRIANGULATION STATION DISK
 PR0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0918_STAMPING: ELROD 1952
 PR0918_MARK LOGO: CGS
 PR0918_PROJECTION: FLUSH
 PR0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0918+STABILITY: SURFACE MOTION
 PR0918
 PR0918  HISTORY     - Date     Condition        Report By
 PR0918  HISTORY     - 1952     MONUMENTED       CGS
 PR0918  HISTORY     - 1972     SEE DESCRIPTION  USGS
 PR0918  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PR0918  HISTORY     - 1980     GOOD             NGS
 PR0918  HISTORY     - 19820702 GOOD             NGS
 PR0918  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PR0918
 PR0918                          STATION DESCRIPTION
 PR0918
 PR0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0918'THE STATION IS ABOUT 6-1/2 MILES EAST OF CLARK, 2 MILES SOUTHWEST OF
 PR0918'ELROD, IN SECTION 7, T 116 N, R 56 W, ON THE HIGHWAY RIGHT-OF-WAY,
 PR0918'41 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 212, 5 FEET NORTH
 PR0918'OF A WIRE FENCE, AND 4 FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 PR0918'
 PR0918'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN GRAVELED
 PR0918'ROAD AND U.S. HIGHWAY 212 ABOUT 3/4 MILE SOUTH OF ELROD, GO WEST
 PR0918'ON HIGHWAY 212 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT,
 PR0918'CONTINUE WEST FOR 0.35 MILE TO THE STATION ON THE LEFT.
 PR0918'
 PR0918'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 PR0918'ELROD 1952.
 PR0918'
 PR0918'REFERENCE MARK 1 IS 41 FEET SOUTH OF THE CENTERLINE OF
 PR0918'U.S. HIGHWAY 212 AND 4 FEET NORTH OF A WIRE FENCE.  THE MARK IS
 PR0918'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ELROD NO 1 1952.
 PR0918'
 PR0918'REFERENCE MARK 2 IS 43 FEET SOUTH OF THE CENTERLINE OF
 PR0918'U.S. HIGHWAY 212 AND 4 FEET NORTH OF A WIRE FENCE.  THE MARK IS
 PR0918'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED ELROD NO 2 1952.
 PR0918'
 PR0918'THE AZIMUTH MARK IS 47 FEET SOUTH OF THE CENTERLINE OF
 PR0918'U.S. HIGHWAY 212, 5 FEET WEST OF A 4 X 4 INCH WITNESS POST, AND
 PR0918'1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 PR0918'AND THE DISK IS STAMPED ELROD 1952.
 PR0918
 PR0918                          STATION RECOVERY (1972)
 PR0918
 PR0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 PR0918'U.S. HWY. 212 HAS BEEN WIDENED IN THIS AREA.
 PR0918'
 PR0918'NO CONTROL MARKS WERE FOUND.  ALL MARKS ARE PRESUMED TO BE
 PR0918'DESTROYED.
 PR0918
 PR0918                          STATION RECOVERY (1973)
 PR0918
 PR0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PR0918'THE STATION HAS BEEN DESTROYED.  CONSIDERABLE GRADING HAS BEEN
 PR0918'DONE IN THE AREA OF THE STATION SITE AND AZIMUTH MARK DURING
 PR0918'ROAD IMPROVEMENTS AND NO TRACE OF ANY OF THE MARKS COULD BE FOUND.
 PR0918'
 PR0918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0918'ABOUT 6-1/2 MILES E OF CLARK.
 PR0918
 PR0918                          STATION RECOVERY (1980)
 PR0918
 PR0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PR0918'THIS STATION WAS VISITED BECAUSE OF A REPORT THAT THE AZIMUTH MARK
 PR0918'COULD NOT BE FOUND.  AFTER AN EXTENDED SEARCH IT WAS RECOVERED AND
 PR0918'THE REFERENCE MARKS, LANDMARK STATIONS AND THE AZIMUTH MARK WERE
 PR0918'OBSERVED, MEASURED, ETC.  THE TOWN OF ELROD NO LONGER EXISTS SO A NEW
 PR0918'DESCRIPTION WAS WRITTEN FROM CLARK AND FOLLOWS--
 PR0918'
 PR0918'THE STATION IS LOCATED ABOUT 6 1/2 MILES (10.5 KM) EAST OF CLARK,
 PR0918'ABOUT 100 METERS NORTH OF A SMALL WHITE BUILDING AND 2 SMALL MASTS,
 PR0918'ALONG THE SOUTH SIDE OF HIGHWAY 212.
 PR0918'
 PR0918'TO REACH THE STATION FROM THE POLICE STATION IN CLARK, GO EAST ON
 PR0918'HIGHWAY 212 FOR 6.4 MILES (10.3 KM) TO THE STATION ON THE RIGHT.
 PR0918'
 PR0918'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PR0918'STAMPED---ELROD 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PR0918'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 7.5 CM (3 INCHES)
 PR0918'BELOW THE GROUND.  MARK IS ALONG THE EAST SIDE OF A DRIVE LEADING
 PR0918'INTO TWO SMALL MASTS AT A SMALL WHITE BUILDING.  IT IS LOCATED 13.5
 PR0918'METERS (44.2 FEET) S FROM CENTER LINE OF HWY 212, 3.2 METERS (10.5
 PR0918'FEET) NW FROM A METAL WITNESS POST, AND 2.6 METERS (8.5 FEET) N FROM
 PR0918'A METAL AND WIRE GATE.
 PR0918'
 PR0918'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PR0918'NOS) DISK STAMPED---ELROD NO 1 1952---SET INTO THE TOP OF A ROUND
 PR0918'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 PR0918'LOCATED 13.7 METERS (45.0 FEET) S FROM CENTER LINE OF HWY 212, 10.35
 PR0918'METERS (34.0 FEET) ENE FROM A METAL WITNESS POST, 2.3 METERS (7.5
 PR0918'FEET) N FROM A FENCE, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 PR0918'
 PR0918'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PR0918'NOS) DISK STAMPED---ELROD NO 2 1952---SET INTO THE TOP OF A ROUND
 PR0918'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 PR0918'LOCATED 13.65 METERS (44.8 FEET) S FROM CENTER LINE OF HWY. 212, 15.6
 PR0918'METERS (51.1 FEET) WNW FROM A METAL WITNESS POST, 4.8 METERS (15.7
 PR0918'FEET) NW FROM A POWER POLE AT A FENCE CORNER, AND 0.3 METER (1 FOOT)
 PR0918'LOWER THAN THE STATION.
 PR0918'
 PR0918'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 PR0918'DISK STAMPED---ELROD 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PR0918'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 PR0918'15.1 METERS (49.5 FEET) S FROM THE CENTER OF HWY 212, 0.9 METER (3
 PR0918'FEET) W FROM A YELLOW 4X4 WITNESS POST, AND 0.3 METER (1 FOOT) N FROM
 PR0918'A METAL WITNESS POST IN FENCE LINE.
 PR0918
 PR0918                          STATION RECOVERY (1982)
 PR0918
 PR0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PR0918'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1980 DESCRIPTIVE TEXT.
 PR0918'THE STATION AND ALL PERIPHERAL MARKS WERE DESTINED TO BE DESTROYED BY
 PR0918'ROAD CONSTRUCTION STATION ELROD 2 WAS ESTABLISHED AT THIS TIME.
 PR0918
 PR0918                          STATION RECOVERY (1995)
 PR0918
 PR0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0918'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0918'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2215 ***********************************************************************
 PU2215  DESIGNATION -  EMERY
 PU2215  PID         -  PU2215
 PU2215  STATE/COUNTY-  SD/PENNINGTON
 PU2215  COUNTRY     -  US
 PU2215  USGS QUAD   -  VIEWFIELD (2017)
 PU2215
 PU2215                         *CURRENT SURVEY CONTROL
 PU2215  ______________________________________________________________________
 PU2215* NAD 83(1996) POSITION- 44 08 12.38647(N) 102 49 08.12647(W)   ADJUSTED
 PU2215* NAVD 88 ORTHO HEIGHT -   938.    (meters)     3077.    (feet) SCALED
 PU2215  ______________________________________________________________________
 PU2215  GEOID HEIGHT    -        -17.581 (meters)                     GEOID18
 PU2215  LAPLACE CORR    -         -7.93  (seconds)                    DEFLEC18
 PU2215  HORZ ORDER      -  SECOND
 PU2215
 PU2215.The horizontal coordinates were established by classical geodetic methods
 PU2215.and adjusted by the National Geodetic Survey in January 1998.
 PU2215
 PU2215.The orthometric height was scaled from a topographic map.
 PU2215
 PU2215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2215.GEOID18 height accuracy estimate available here.
 PU2215
 PU2215.Click photographs - Photos may exist for this station.
 PU2215
 PU2215.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2215
 PU2215. The following values were computed from the NAD 83(1996) position.
 PU2215
 PU2215;                    North         East     Units Scale Factor Converg.
 PU2215;SPC SD S     -   203,327.301   401,138.857   MT  0.99994777   -1 42 52.9
 PU2215;SPC SD S     -   667,082.99  1,316,069.73   sFT  0.99994777   -1 42 52.9
 PU2215;UTM  13      - 4,889,377.213   674,464.953   MT  0.99997436   +1 31 09.2
 PU2215
 PU2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2215!SPC SD S     -   0.99985562  x   0.99994777  =   0.99980340
 PU2215!UTM  13      -   0.99985562  x   0.99997436  =   0.99982999
 PU2215
 PU2215:                Primary Azimuth Mark                     Grid Az
 PU2215:SPC SD S     -  EMERY AZ MK                              179 03 16.5
 PU2215:UTM  13      -  EMERY AZ MK                              175 49 14.4
 PU2215
 PU2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7446489377(NAD 83)
 PU2215
 PU2215|---------------------------------------------------------------------|
 PU2215| PID    Reference Object                     Distance      Geod. Az  |
 PU2215|                                                           dddmmss.s |
 PU2215| CQ3679 EMERY AZ MK                                        1772023.6 |
 PU2215| CQ3680 EMERY RM 1                            6.534 METERS 19318     |
 PU2215| PU2218 NEW UNDERWOOD MUNICIPAL TANK        APPROX. 4.6 KM 2002217.4 |
 PU2215| CQ3681 EMERY RM 2                            6.539 METERS 31802     |
 PU2215|---------------------------------------------------------------------|
 PU2215
 PU2215                          SUPERSEDED SURVEY CONTROL
 PU2215
 PU2215  NAD 83(1993)-  44 08 12.37819(N)    102 49 08.12883(W) AD(       ) 2
 PU2215  NAD 83(1986)-  44 08 12.37707(N)    102 49 08.13318(W) AD(       ) 2
 PU2215  NAD 27      -  44 08 12.42500(N)    102 49 06.52000(W) AD(       ) 2
 PU2215
 PU2215.Superseded values are not recommended for survey control.
 PU2215
 PU2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2215.See file dsdata.pdf to determine how the superseded data were derived.
 PU2215
 PU2215_MARKER: DS = TRIANGULATION STATION DISK
 PU2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2215_STAMPING: EMERY 1951
 PU2215_MARK LOGO: CGS
 PU2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2215+STABILITY: SURFACE MOTION
 PU2215
 PU2215  HISTORY     - Date     Condition        Report By
 PU2215  HISTORY     - 1951     MONUMENTED       CGS
 PU2215
 PU2215                          STATION DESCRIPTION
 PU2215
 PU2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2215'STATION IS ABOUT 3 MILES NORTH AND 1 MILE EAST OF NEW UNDERWOOD,
 PU2215'ON THE SUMMIT OF PROMINENT KNOLL WHICH IS THE HIGHEST POINT IN
 PU2215'THE IMMEDIATE VICINITY, AND ON LAND OWNED BY WILLIAM EMERY.  IT
 PU2215'IS NEAR THE CENTER OF THE NORTH HALF OF SECTION 17, T 2 N, R 11 E.
 PU2215'
 PU2215'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 PU2215'U.S. HIGHWAYS 14 AND 16 AT NEW UNDERWOOD.  GO EAST ON HIGHWAYS 14
 PU2215'AND 16 FOR 0.35 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON A
 PU2215'GRAVELED ROAD FOR 2.0 MILES TO A CROSSROADS.  CONTINUE NORTH FOR
 PU2215'0.15 MILE TO AN ENTRANCE DIRVE.  TURN RIGHT AND GO EAST AND SOUTH
 PU2215'FOR 0.1 MILE TO A GATE AT THE SOUTHEAST CORNER OF A BARNYARD.
 PU2215'PASS THROUGH THE GATE, TURN SHARP LEFT AND GO NORTH ON A DIM
 PU2215'TRACK ROAD 0.4 MILE TO A GATE.  PASS THROUGH THE GATE, TURN
 PU2215'RIGHT AND GO EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.4 MILE
 PU2215'TO THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO NORTH 0.3
 PU2215'MILE TO THE HIGHEST POINT AND THE STATION.
 PU2215'
 PU2215'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EMERY
 PU2215'1951.
 PU2215'
 PU2215'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PU2215'EMERY NO 1 1951.
 PU2215'
 PU2215'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PU2215'EMERY NO 2 1951.
 PU2215'
 PU2215'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 PU2215'8 INCHES AND THE DISK IS STAMPED EMERY 1951.
 PU2215'
 PU2215'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2215'CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0927 ***********************************************************************
 OQ0927  DESIGNATION -  EMERY ELEVATOR
 OQ0927  PID         -  OQ0927
 OQ0927  STATE/COUNTY-  SD/HANSON
 OQ0927  COUNTRY     -  US
 OQ0927  USGS QUAD   -  BRIDGEWATER WEST (2017)
 OQ0927
 OQ0927                         *CURRENT SURVEY CONTROL
 OQ0927  ______________________________________________________________________
 OQ0927* NAD 83(1996) POSITION- 43 36 02.67403(N) 097 37 14.64529(W)   ADJUSTED
 OQ0927  ______________________________________________________________________
 OQ0927  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 OQ0927  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 OQ0927  HORZ ORDER      -  THIRD
 OQ0927
 OQ0927.The horizontal coordinates were established by classical geodetic methods
 OQ0927.and adjusted by the National Geodetic Survey in January 1998.
 OQ0927
 OQ0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0927.GEOID18 height accuracy estimate available here.
 OQ0927
 OQ0927.Click photographs - Photos may exist for this station.
 OQ0927
 OQ0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0927
 OQ0927. The following values were computed from the NAD 83(1996) position.
 OQ0927
 OQ0927;                    North         East     Units Scale Factor Converg.
 OQ0927;SPC SD S     -   144,373.906   818,961.534   MT  0.99990692   +1 52 16.6
 OQ0927;SPC SD S     -   473,666.72  2,686,876.30   sFT  0.99990692   +1 52 16.6
 OQ0927;UTM  14      - 4,828,453.900   611,320.742   MT  0.99975243   +0 57 04.6
 OQ0927
 OQ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1132028453(NAD 83)
 OQ0927
 OQ0927                          SUPERSEDED SURVEY CONTROL
 OQ0927
 OQ0927  NAD 83(1995)-  43 36 02.68164(N)    097 37 14.62960(W) AD(       ) 3
 OQ0927  NAD 83(1986)-  43 36 02.68441(N)    097 37 14.62566(W) AD(       ) 3
 OQ0927  NAD 27      -  43 36 02.75400(N)    097 37 13.38000(W) AD(       ) 3
 OQ0927  USSD        -  43 36 02.93400(N)    097 37 13.76500(W) AD(       ) 3
 OQ0927
 OQ0927.Superseded values are not recommended for survey control.
 OQ0927
 OQ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0927.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0927
 OQ0927_MARKER: 65 = GRAIN ELEVATOR
 OQ0927
 OQ0927  HISTORY     - Date     Condition        Report By
 OQ0927  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0927
 OQ0927                          STATION DESCRIPTION
 OQ0927
 OQ0927'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0045 ***********************************************************************
 OQ0045  DESIGNATION -  END 2
 OQ0045  PID         -  OQ0045
 OQ0045  STATE/COUNTY-  SD/MINNEHAHA
 OQ0045  COUNTRY     -  US
 OQ0045  USGS QUAD   -  VALLEY SPRINGS (2017)
 OQ0045
 OQ0045                         *CURRENT SURVEY CONTROL
 OQ0045  ______________________________________________________________________
 OQ0045* NAD 83(2011) POSITION- 43 36 36.11394(N) 096 27 26.52478(W)   ADJUSTED
 OQ0045* NAD 83(2011) ELLIP HT-   415.218 (meters)        (06/27/12)   ADJUSTED
 OQ0045* NAD 83(2011) EPOCH   -  2010.00
 OQ0045* NAVD 88 ORTHO HEIGHT -   441.652 (meters)     1448.99  (feet) ADJUSTED
 OQ0045  ______________________________________________________________________
 OQ0045  GEOID HEIGHT    -        -26.412 (meters)                     GEOID18
 OQ0045  NAD 83(2011) X  -   -520,232.050 (meters)                     COMP
 OQ0045  NAD 83(2011) Y  - -4,596,422.638 (meters)                     COMP
 OQ0045  NAD 83(2011) Z  -  4,377,107.709 (meters)                     COMP
 OQ0045  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 OQ0045  DYNAMIC HEIGHT  -        441.541 (meters)     1448.62  (feet) COMP
 OQ0045  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 OQ0045
 OQ0045  VERT ORDER      -  SECOND    CLASS I
 OQ0045
 OQ0045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ0045  Standards:
 OQ0045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ0045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ0045  -------------------------------------------------------------------
 OQ0045  NETWORK    0.59   0.61           0.27   0.20   0.31     -0.01586203
 OQ0045  -------------------------------------------------------------------
 OQ0045  Click here for local accuracies and other accuracy information.
 OQ0045
 OQ0045.The horizontal coordinates were established by GPS observations
 OQ0045.and adjusted by the National Geodetic Survey in June 2012.
 OQ0045
 OQ0045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ0045.been affixed to the stable North American tectonic plate. See 
 OQ0045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ0045
 OQ0045.The horizontal coordinates are valid at the epoch date displayed above
 OQ0045.which is a decimal equivalence of Year/Month/Day.
 OQ0045
 OQ0045.The orthometric height was determined by differential leveling and
 OQ0045.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0045.in May 2019.
 OQ0045
 OQ0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0045.GEOID18 height accuracy estimate available here.
 OQ0045
 OQ0045.Click photographs - Photos may exist for this station.
 OQ0045
 OQ0045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0045
 OQ0045.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0045
 OQ0045.The ellipsoidal height was determined by GPS observations
 OQ0045.and is referenced to NAD 83.
 OQ0045
 OQ0045.The dynamic height is computed by dividing the NAVD 88
 OQ0045.geopotential number by the normal gravity value computed on the
 OQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0045.degrees latitude (g = 980.6199 gals.).
 OQ0045
 OQ0045.The modeled gravity was interpolated from observed gravity values.
 OQ0045
 OQ0045. The following values were computed from the NAD 83(2011) position.
 OQ0045
 OQ0045;                    North         East     Units Scale Factor Converg.
 OQ0045;SPC SD S     -   149,129.091   912,762.670   MT  0.99990688   +2 40 25.8
 OQ0045;SPC SD S     -   489,267.69  2,994,622.19   sFT  0.99990688   +2 40 25.8
 OQ0045;UTM  14      - 4,831,702.755   705,187.080   MT  1.00011789   +1 45 15.8
 OQ0045
 OQ0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0045!SPC SD S     -   0.99993489  x   0.99990688  =   0.99984178
 OQ0045!UTM  14      -   0.99993489  x   1.00011789  =   1.00005278
 OQ0045
 OQ0045:                Primary Azimuth Mark                     Grid Az
 OQ0045:SPC SD S     -  6780 A                                   095 04 28.0
 OQ0045:UTM  14      -  6780 A                                   095 59 38.0
 OQ0045
 OQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0518731702(NAD 83)
 OQ0045
 OQ0045|---------------------------------------------------------------------|
 OQ0045| PID    Reference Object                     Distance      Geod. Az  |
 OQ0045|                                                           dddmmss.s |
 OQ0045| OQ0047 END 2 RM 3                           14.598 METERS 00036     |
 OQ0045| OQ0050 6780 A                                             0974453.8 |
 OQ0045| OQ0044 END                                  66.086 METERS 18056     |
 OQ0045| OQ0049 END 2 RM 4                           13.070 METERS 26650     |
 OQ0045|---------------------------------------------------------------------|
 OQ0045
 OQ0045                          SUPERSEDED SURVEY CONTROL
 OQ0045
 OQ0045  NAD 83(2007)-  43 36 36.11401(N)    096 27 26.52571(W) AD(2002.00) 0
 OQ0045  ELLIP H (02/10/07)  415.242  (m)                       GP(2002.00)    
 OQ0045  NAD 83(1996)-  43 36 36.11345(N)    096 27 26.52512(W) AD(       ) 3
 OQ0045  ELLIP H (01/23/98)  415.291  (m)                       GP(       ) 4 1
 OQ0045  NAD 83(1995)-  43 36 36.11412(N)    096 27 26.52347(W) AD(       ) 3
 OQ0045  NAD 83(1986)-  43 36 36.11546(N)    096 27 26.50043(W) AD(       ) 3
 OQ0045  NAD 27      -  43 36 36.21595(N)    096 27 25.34003(W) AD(       ) 3
 OQ0045  NAVD 88 (03/06/14)  441.648  (m)         1448.97   (f) SUPERSEDED  2 1
 OQ0045  NAVD 88             441.64   (m)         1448.9    (f) LEVELING    3  
 OQ0045  NAVD 88 (09/29/93)  441.645  (m)         1448.96   (f) SUPERSEDED  1 2
 OQ0045  NGVD 29 (??/??/??)  441.40   (m)         1448.2    (f) RESET       3  
 OQ0045  NGVD 29             441.40   (m)         1448.2    (f) LEVELING    3  
 OQ0045
 OQ0045.Superseded values are not recommended for survey control.
 OQ0045
 OQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0045.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0045
 OQ0045_MARKER: DS = TRIANGULATION STATION DISK
 OQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0045_STAMPING: END 2 1971
 OQ0045_MARK LOGO: CGS
 OQ0045_PROJECTION: RECESSED 5 CENTIMETERS
 OQ0045_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0045+STABILITY: SURFACE MOTION
 OQ0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0045+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2016
 OQ0045
 OQ0045  HISTORY     - Date     Condition        Report By
 OQ0045  HISTORY     - 19710401 MONUMENTED       NGS
 OQ0045  HISTORY     - 1971     GOOD             NGS
 OQ0045  HISTORY     - 19910526 GOOD             NGS
 OQ0045  HISTORY     - 19911130 GOOD             MNDT
 OQ0045  HISTORY     - 20110426 GOOD             MNDT
 OQ0045  HISTORY     - 20160330 GOOD             MNDT
 OQ0045
 OQ0045                          STATION DESCRIPTION
 OQ0045
 OQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0045'THE STATION IS LOCATED ABOUT 6 MILES EAST OF CORSON, SOUTH
 OQ0045'DAKOTA, 4-3/4 MILES WEST OF BEAVER CREEK, MINNESOTA, 2 MILES
 OQ0045'NORTH OF VALLEY SPRINGS, SOUTH DAKOTA, 0.2 MILE WEST OF THE
 OQ0045'MINNESOTA-SOUTH DAKOTA STATE LINE, AT THE EAST EDGE OF A REST
 OQ0045'STOP ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 90.
 OQ0045'
 OQ0045'THE STATION MARK IS A STANDARD DISK STAMPED END 2 1971, SET IN A
 OQ0045'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 334 FEET
 OQ0045'NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY I-90, 3
 OQ0045'FEET WEST OF A FENCE, AND 1.7 FEET NORTHWEST OF A METAL WITNESS
 OQ0045'POST.
 OQ0045'
 OQ0045'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED END 2 NO 3 1971,
 OQ0045'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 OQ0045'382 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE
 OQ0045'HIGHWAY, 49 FEET NORTH OF THE METAL WITNESS POST, AND 3 FEET WEST
 OQ0045'OF A FENCE.
 OQ0045'
 OQ0045'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED END 2 NO 4 1971,
 OQ0045'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 334
 OQ0045'FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY,
 OQ0045'AND 51 FEET WEST OF THE FENCE.
 OQ0045'
 OQ0045'THE AZIMUTH MARK, A STANDARD MHD BENCH MARK DISK, STAMPED 6780
 OQ0045'A 1962, IS SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST WHICH
 OQ0045'PROJECTS 4-INCHES.  IT IS 65 FEET NORTH-NORTHWEST OF A LARGE
 OQ0045'BOULDER, 34 FEET EAST OF A GRADED ROAD LEADING NORTH, 25 FEET
 OQ0045'NORTH OF A GRADED ROAD LEADING EAST, AND 1.8 FEET SOUTH OF A
 OQ0045'FENCE CORNER.  THE MARK WAS UNSTAMPED WHEN FIRST USED AS AN
 OQ0045'AZIMUTH MARK IN 1961.
 OQ0045'
 OQ0045'TO REACH THE STATION FROM THE CROSSROADS JUST EAST OF THE POST
 OQ0045'OFFICE IN CORSON, GO SOUTH ON STATE HIGHWAY 11 FOR 0.5 MILE TO
 OQ0045'INTERSTATE HIGHWAY 90, TURN LEFT, EAST, AND GO 5.8 MILES ON
 OQ0045'HIGHWAY I-90 TO THE REST STOP ON THE LEFT AND THE STATION AS
 OQ0045'DESCRIBED.
 OQ0045'
 OQ0045'STATION MARK END (MHD) 1961, AND REFERENCE MARK NO. 1 WERE ALSO
 OQ0045'BENCH MARKS ESTABLISHED BY THE MINNESOTA HIGHWAY DEPARTMENT.  THE
 OQ0045'ELEVATIONS WERE TRANSFERRED TO THIS STATION AND R.M.S NO. 3 AND
 OQ0045'NO. 4.
 OQ0045
 OQ0045                          STATION RECOVERY (1971)
 OQ0045
 OQ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OQ0045'2 MI N FROM VALLEY SPRINGS.
 OQ0045'ABOUT 6 MILES EAST OF CORSON, SOUTH DAKOTA, 0.2 MILE WEST OF THE
 OQ0045'MINNESOTA-SOUTH DAKOTA STATE LINE, AT THE EAST EDGE OF A REST
 OQ0045'STOP AREA ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 90, 334
 OQ0045'FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 90,
 OQ0045'3 FEET WEST OF A FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS
 OQ0045'POST, AND SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OQ0045
 OQ0045                          STATION RECOVERY (1991)
 OQ0045
 OQ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0045'18.9 KM (11.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0045'JUNCTION OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX
 OQ0045'FALLS, NEAR THE EAST END OF A WESTBOUND REST AREA, 0.3 KM (0.2 MI)
 OQ0045'WEST OF THE MINNESOTA-SOUTH DAKOTA STATE LINE, 102.3 M (335.6 FT)
 OQ0045'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ0045'HIGHWAY, 64.7 M (212.3 FT) NORTH OF A FENCE CORNER, 14.6 M (47.9 FT)
 OQ0045'SOUTH OF REFERENCE MARK 3, 0.8 M (2.6 FT) WEST OF A FENCE, 0.5 M
 OQ0045'(1.6 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 OQ0045'THE GROUND SURFACE.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE
 OQ0045'ORIGINAL DISK WAS USED, AND THE DATE 1961 WAS CROSSED OUT.
 OQ0045
 OQ0045                          STATION RECOVERY (1991)
 OQ0045
 OQ0045'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH)
 OQ0045'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 3 AND RM 4
 OQ0045'WERE CHAINED AND DISTANCES CHECK.
 OQ0045
 OQ0045                          STATION RECOVERY (2011)
 OQ0045
 OQ0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 OQ0045'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 OQ0045'GARRETSON, 5.8 MI (9.3 KM) EAST OF BRANDON AND 2.0 MI (3.2 KM)
 OQ0045'NORTH-NORTHEAST OF VALLEY SPRINGS AND 4.75 MI (7.6 KM) WEST OF BEAVER
 OQ0045'CREEK.
 OQ0045'
 OQ0045'TO REACH THE MARK GO 2.0 MI (3.2 KM) NORTH OF VALLEY SPRINGS SOUTH
 OQ0045'DAKOTA, 0.2 MI (0.3 KM) WEST OF STATE LINE, AT EAST EDGE OF REST STOP
 OQ0045'ON NORTH SIDE OF INTERSTATE HIGHWAY 90.
 OQ0045'
 OQ0045'THE MARK IS 334.0 FT (101.8 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY
 OQ0045'90, 3.0 FT (0.9 M) WEST OF A FENCE, 47.89 FT (14.6 M) SOUTH OF
 OQ0045'REFERENCE MARK 3, 42.88 FT (13.1 M) EAST OF REFERENCE MARK 4, 1.7 FT
 OQ0045'(0.5 M) NORTHWEST OF A WITNESS POST.
 OQ0045
 OQ0045                          STATION RECOVERY (2016)
 OQ0045
 OQ0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 OQ0045'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0047 ***********************************************************************
 OQ0047  DESIGNATION -  END 2 RM 3
 OQ0047  PID         -  OQ0047
 OQ0047  STATE/COUNTY-  SD/MINNEHAHA
 OQ0047  COUNTRY     -  US
 OQ0047  USGS QUAD   -  VALLEY SPRINGS (2017)
 OQ0047
 OQ0047                         *CURRENT SURVEY CONTROL
 OQ0047  ______________________________________________________________________
 OQ0047* NAD 83(1986) POSITION- 43 36 36.59   (N) 096 27 26.52   (W)   HD_HELD1
 OQ0047* NAVD 88 ORTHO HEIGHT -   441.594 (meters)     1448.80  (feet) ADJUSTED
 OQ0047  ______________________________________________________________________
 OQ0047  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 OQ0047  DYNAMIC HEIGHT  -        441.484 (meters)     1448.44  (feet) COMP
 OQ0047  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 OQ0047
 OQ0047  VERT ORDER      -  SECOND    CLASS I
 OQ0047
 OQ0047.The horizontal coordinates were determined by differentially corrected
 OQ0047.hand held GPS observations or other comparable positioning techniques
 OQ0047.and have an estimated accuracy of +/- 3 meters.
 OQ0047
 OQ0047.The orthometric height was determined by differential leveling and
 OQ0047.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0047.in March 2014.
 OQ0047
 OQ0047.No vertical observational check was made to the station.
 OQ0047
 OQ0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0047.GEOID18 height accuracy estimate available here.
 OQ0047
 OQ0047.Click photographs - Photos may exist for this station.
 OQ0047
 OQ0047.The dynamic height is computed by dividing the NAVD 88
 OQ0047.geopotential number by the normal gravity value computed on the
 OQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0047.degrees latitude (g = 980.6199 gals.).
 OQ0047
 OQ0047.The modeled gravity was interpolated from observed gravity values.
 OQ0047
 OQ0047;                    North         East    Units  Estimated Accuracy
 OQ0047;SPC SD S     -   149,143.8     912,762.1     MT  (+/- 3 meters HH1 GPS) 
 OQ0047
 OQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0518631717(NAD 83)
 OQ0047
 OQ0047                          SUPERSEDED SURVEY CONTROL
 OQ0047
 OQ0047  NAVD 88 (09/29/93)  441.587  (m)         1448.77   (f) SUPERSEDED  1 2
 OQ0047
 OQ0047.Superseded values are not recommended for survey control.
 OQ0047
 OQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0047.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0047
 OQ0047_MARKER: DR = REFERENCE MARK DISK
 OQ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0047_STAMPING: END 2 NO 3 1971
 OQ0047_MARK LOGO: CGS
 OQ0047_PROJECTION: RECESSED 5 CENTIMETERS
 OQ0047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0047+STABILITY: SURFACE MOTION
 OQ0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0047+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2016
 OQ0047
 OQ0047  HISTORY     - Date     Condition        Report By
 OQ0047  HISTORY     - 19710401 MONUMENTED       NGS
 OQ0047  HISTORY     - 19910526 GOOD             NGS
 OQ0047  HISTORY     - 20110401 GOOD             INDIV
 OQ0047  HISTORY     - 20110426 GOOD             MNDT
 OQ0047  HISTORY     - 20160330 GOOD             MNDT
 OQ0047
 OQ0047                          STATION DESCRIPTION
 OQ0047
 OQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0047'2 MI N FROM VALLEY SPRINGS.
 OQ0047'ABOUT 6 MILES EAST OF CORSON, SOUTH DAKOTA, 0.2 MILE WEST OF THE
 OQ0047'MINNESOTA-SOUTH DAKOTA STATE LINE, AT THE EAST EDGE OF A REST
 OQ0047'STOP AREA ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 90, 382
 OQ0047'FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY
 OQ0047'90, 49 FEET NORTH OF A METAL WITNESS POST, 3 FEET WEST OF A
 OQ0047'NORTH-SOUTH FENCE, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 OQ0047'THE GROUND.
 OQ0047
 OQ0047                          STATION RECOVERY (1991)
 OQ0047
 OQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0047'18.9 KM (11.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0047'JUNCTION OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX
 OQ0047'FALLS, NEAR THE EAST END OF A WESTBOUND REST AREA, 0.3 KM (0.2 MI)
 OQ0047'WEST OF THE MINNESOTA-SOUTH DAKOTA STATE LINE, 116.9 M (383.5 FT)
 OQ0047'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ0047'HIGHWAY, 79.3 M (260.2 FT) NORTH OF A FENCE CORNER, 14.6 M (47.9 FT)
 OQ0047'NORTH OF TRIANGULATION STATION END 2, 0.5 M (1.6 FT) WEST OF A WITNESS
 OQ0047'POST AND FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW
 OQ0047'THE GROUND SURFACE.
 OQ0047
 OQ0047                          STATION RECOVERY (2011)
 OQ0047
 OQ0047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0047'RECOVERED IN GOOD CONDITION.
 OQ0047
 OQ0047                          STATION RECOVERY (2011)
 OQ0047
 OQ0047'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (JBG)
 OQ0047'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 OQ0047'GARRETSON.
 OQ0047'
 OQ0047'TO REACH THE MARK GO 5.8 MI (9.3 KM) EAST OF BRANDON AND 2.0 MI (3.2
 OQ0047'KM) NORTH-NORTHEAST OF VALLEY SPRINGS AND 4.75 MI (7.6 KM) WEST OF
 OQ0047'BEAVER CREEK.
 OQ0047'
 OQ0047'THE MARK IS 382.0 FT (116.4 M) NORTH OF THE CENTER OF THE WESTBOUND
 OQ0047'LANES OF THE HIGHWAY, 49.0 FT (14.9 M) NORTH OF THE METAL WITNESS
 OQ0047'POST, 47.89 FT (14.6 M) NORTH OF STATION END 2, 3.0 FT (0.9 M) WEST OF
 OQ0047'A FENCE, 1.7 FT (0.5 M) WEST OF A WITNESS POST.
 OQ0047
 OQ0047                          STATION RECOVERY (2016)
 OQ0047
 OQ0047'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 OQ0047'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0767 ***********************************************************************
 OS0767  DESIGNATION -  ENDERS
 OS0767  PID         -  OS0767
 OS0767  STATE/COUNTY-  SD/JACKSON
 OS0767  COUNTRY     -  US
 OS0767  USGS QUAD   -  KADOKA (2017)
 OS0767
 OS0767                         *CURRENT SURVEY CONTROL
 OS0767  ______________________________________________________________________
 OS0767* NAD 83(1996) POSITION- 43 51 03.66914(N) 101 32 23.88288(W)   ADJUSTED
 OS0767* NAVD 88 ORTHO HEIGHT -   749.    (meters)     2457.    (feet) SCALED
 OS0767  ______________________________________________________________________
 OS0767  GEOID HEIGHT    -        -21.511 (meters)                     GEOID18
 OS0767  LAPLACE CORR    -         -9.24  (seconds)                    DEFLEC18
 OS0767  HORZ ORDER      -  SECOND
 OS0767
 OS0767.The horizontal coordinates were established by classical geodetic methods
 OS0767.and adjusted by the National Geodetic Survey in January 1998.
 OS0767
 OS0767.The orthometric height was scaled from a topographic map.
 OS0767
 OS0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0767.GEOID18 height accuracy estimate available here.
 OS0767
 OS0767.Click photographs - Photos may exist for this station.
 OS0767
 OS0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0767
 OS0767. The following values were computed from the NAD 83(1996) position.
 OS0767
 OS0767;                    North         East     Units Scale Factor Converg.
 OS0767;SPC SD S     -   169,307.537   502,990.282   MT  0.99991509   -0 49 56.6
 OS0767;SPC SD S     -   555,469.81  1,650,227.28   sFT  0.99991509   -0 49 56.6
 OS0767;UTM  14      - 4,858,462.063   295,848.717   MT  1.00011265   -1 45 36.9
 OS0767
 OS0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0767!SPC SD S     -   0.99988587  x   0.99991509  =   0.99980097
 OS0767!UTM  14      -   0.99988587  x   1.00011265  =   0.99999850
 OS0767
 OS0767:                Primary Azimuth Mark                     Grid Az
 OS0767:SPC SD S     -  ENDERS AZ MK                             098 15 02.8
 OS0767:UTM  14      -  ENDERS AZ MK                             099 10 43.1
 OS0767
 OS0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9584858462(NAD 83)
 OS0767
 OS0767|---------------------------------------------------------------------|
 OS0767| PID    Reference Object                     Distance      Geod. Az  |
 OS0767|                                                           dddmmss.s |
 OS0767| CQ3682 ENDERS AZ MK                                       0972506.2 |
 OS0767| OS0770 KADOKA MUNICIPAL TANK               APPROX. 3.1 KM 1272904.6 |
 OS0767| CQ3683 ENDERS RM 1                          16.591 METERS 19543     |
 OS0767| CQ3684 ENDERS RM 2                          16.721 METERS 27536     |
 OS0767|---------------------------------------------------------------------|
 OS0767
 OS0767                          SUPERSEDED SURVEY CONTROL
 OS0767
 OS0767  NAD 83(1995)-  43 51 03.66194(N)    101 32 23.88625(W) AD(       ) 2
 OS0767  NAD 83(1986)-  43 51 03.66220(N)    101 32 23.88697(W) AD(       ) 2
 OS0767  NAD 27      -  43 51 03.68730(N)    101 32 22.36950(W) AD(       ) 2
 OS0767
 OS0767.Superseded values are not recommended for survey control.
 OS0767
 OS0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0767.See file dsdata.pdf to determine how the superseded data were derived.
 OS0767
 OS0767_MARKER: DS = TRIANGULATION STATION DISK
 OS0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0767_STAMPING: ENDERS 1961
 OS0767_MARK LOGO: CGS
 OS0767_PROJECTION: FLUSH
 OS0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0767+STABILITY: SURFACE MOTION
 OS0767
 OS0767  HISTORY     - Date     Condition        Report By
 OS0767  HISTORY     - 1961     MONUMENTED       CGS
 OS0767
 OS0767                          STATION DESCRIPTION
 OS0767
 OS0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0767'LOCATED, AIRLINE, ABOUT 14-1/4 MILES SOUTH-SOUTHEAST OF PHILIP,
 OS0767'10-1/2 MILES EAST-NORTHEAST OF WETA, AND 2-1/4 MILES NORTHWEST
 OS0767'OF KADOKA, IN SECTION 19, T 2 S, R 22 E ON A GENTLY ROUNDED
 OS0767'KNOLL IN PASTURE LAND NEAR THE SOUTHWEST CORNER OF THE PASTURE.
 OS0767'
 OS0767'TO REACH FROM THE POST OFFICE IN KADOKA GO NORTH ON THE MAIN
 OS0767'STREET 0.2 MILE TO A CROSS STREET.  TURN LEFT AND GO WEST
 OS0767'0.6 MILE TO THE JUNCTION OF HIGHWAYS, U.S. 16 AND STATE 73
 OS0767'AND 40 WHERE A GRAVELED ROAD GOES NORTH.  TURN RIGHT AND
 OS0767'GO NORTH ON GRAVEL 0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 OS0767'LEFT AND GO WEST AND NORTH 1.1 MILES TO THE AZIMUTH MARK
 OS0767'ON THE RIGHT ON A CURVE.  CONTINUE WEST 0.3 MILE TO THE
 OS0767'STATION IN THE FIELD ON THE RIGHT.
 OS0767'
 OS0767'THE STATION MARK, A STANDARD DISK STAMPED ENDERS 1961 SET IN
 OS0767'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH
 OS0767'THE GROUND, IS 234 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 OS0767'
 OS0767'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED ENDERS
 OS0767'NO 1 1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 OS0767'FLUSH WITH THE GROUND, IS 179.6 FEET NORTH OF THE NORTH
 OS0767'RIGHT-OF-WAY FENCE AT THE SAME ELEVATION AS THE STATION.
 OS0767'
 OS0767'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED ENDERS
 OS0767'NO 2 1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 OS0767'CYLINDER FLUSH WITH THE GROUND, IS AT THE SAME ELEVATION AS
 OS0767'THE STATION.
 OS0767'
 OS0767'THE AZIMUTH MARK, A STANDARD DISK STAMPED ENDERS 1961 SET IN
 OS0767'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 OS0767'4 INCHES ABOVE THE GROUND, IS 2.5 FEET WEST OF A METAL
 OS0767'WITNESS SIGN, 0.5 FOOT SOUTH OF A WIRE FENCE, AND 108 FEET
 OS0767'NORTHEAST OF THE CENTER OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2120 ***********************************************************************
 PU2120  DESIGNATION -  ENNING 2
 PU2120  PID         -  PU2120
 PU2120  STATE/COUNTY-  SD/MEADE
 PU2120  COUNTRY     -  US
 PU2120  USGS QUAD   -  ENNING (2017)
 PU2120
 PU2120                         *CURRENT SURVEY CONTROL
 PU2120  ______________________________________________________________________
 PU2120* NAD 83(1996) POSITION- 44 34 30.44720(N) 102 30 07.43132(W)   NO CHECK
 PU2120* NAVD 88 ORTHO HEIGHT -   905.218 (meters)     2969.87  (feet) ADJUSTED
 PU2120  ______________________________________________________________________
 PU2120  GEOID HEIGHT    -        -18.576 (meters)                     GEOID18
 PU2120  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 PU2120  DYNAMIC HEIGHT  -        904.977 (meters)     2969.08  (feet) COMP
 PU2120  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 PU2120
 PU2120  HORZ ORDER      -  THIRD
 PU2120  VERT ORDER      -  FIRST     CLASS II
 PU2120
 PU2120.The horizontal coordinates were established by classical geodetic methods
 PU2120.and adjusted by the National Geodetic Survey in January 1998.
 PU2120
 PU2120.No horizontal observational check was made to the station.
 PU2120
 PU2120.The orthometric height was determined by differential leveling and
 PU2120.adjusted by the NATIONAL GEODETIC SURVEY
 PU2120.in October 1997.
 PU2120
 PU2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2120.GEOID18 height accuracy estimate available here.
 PU2120
 PU2120.Click photographs - Photos may exist for this station.
 PU2120
 PU2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2120
 PU2120.The dynamic height is computed by dividing the NAVD 88
 PU2120.geopotential number by the normal gravity value computed on the
 PU2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2120.degrees latitude (g = 980.6199 gals.).
 PU2120
 PU2120.The modeled gravity was interpolated from observed gravity values.
 PU2120
 PU2120. The following values were computed from the NAD 83(1996) position.
 PU2120
 PU2120;                    North         East     Units Scale Factor Converg.
 PU2120;SPC SD N     -    85,500.211   401,304.533   MT  0.99997342   -1 46 14.9
 PU2120;SPC SD N     -   280,511.94  1,316,613.29   sFT  0.99997342   -1 46 14.9
 PU2120;UTM  13      - 4,938,789.058   698,326.130   MT  1.00008372   +1 45 13.4
 PU2120
 PU2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2120!SPC SD N     -   0.99986100  x   0.99997342  =   0.99983442
 PU2120!UTM  13      -   0.99986100  x   1.00008372  =   0.99994471
 PU2120
 PU2120:                Primary Azimuth Mark                     Grid Az
 PU2120:SPC SD N     -  MC 100 RESET                             276 02 51.2
 PU2120:UTM  13      -  MC 100 RESET                             272 31 22.9
 PU2120
 PU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9832638789(NAD 83)
 PU2120
 PU2120|---------------------------------------------------------------------|
 PU2120| PID    Reference Object                     Distance      Geod. Az  |
 PU2120|                                                           dddmmss.s |
 PU2120| PU2127 ENNING 2 RM 3                        14.093 METERS 08643     |
 PU2120| PU2128 ENNING 2 RM 4                        13.212 METERS 26951     |
 PU2120| PU1044 MC 100 RESET                        APPROX. 1.6 KM 2741636.3 |
 PU2120| PU1048 ENNING                               64.264 METERS 32256     |
 PU2120|---------------------------------------------------------------------|
 PU2120
 PU2120                          SUPERSEDED SURVEY CONTROL
 PU2120
 PU2120  NAD 83(1993)-  44 34 30.43916(N)    102 30 07.43141(W) AD(       ) 3
 PU2120  NAD 83(1986)-  44 34 30.43934(N)    102 30 07.43154(W) AD(       ) 3
 PU2120  NAD 27      -  44 34 30.47999(N)    102 30 05.83040(W) AD(       ) 3
 PU2120  NGVD 29 (04/17/07)  904.71   (m)         2968.2    (f) RESET       3  
 PU2120  NGVD 29             904.71   (m)         2968.2    (f) LEVELING    3  
 PU2120
 PU2120.Superseded values are not recommended for survey control.
 PU2120
 PU2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2120.See file dsdata.pdf to determine how the superseded data were derived.
 PU2120
 PU2120_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2120_STAMPING: ENNING 2 1980
 PU2120_MARK LOGO: NGS
 PU2120_PROJECTION: FLUSH
 PU2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2120+STABILITY: SURFACE MOTION
 PU2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2120+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2120
 PU2120  HISTORY     - Date     Condition        Report By
 PU2120  HISTORY     - 1980     MONUMENTED       NGS
 PU2120  HISTORY     - 1980     GOOD             NGS
 PU2120  HISTORY     - 19950605 GOOD             NGS
 PU2120
 PU2120                          STATION DESCRIPTION
 PU2120
 PU2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PU2120'NOTE.  ENNING 1951 WAS DESTROYED THIS DATE.
 PU2120'
 PU2120'THE STATION IS LOCATED ABOUT 3 MILES EAST OF ENNING, ABOUT 3 MILES
 PU2120'SOUTHWEST OF WHITE OWL, ON THE SOUTH SIDE OF STATE HIGHWAY 34.
 PU2120'
 PU2120'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN ENNING, GO
 PU2120'EAST ON STATE HIGHWAY 34 FOR 2 MILES TO A SIDE ROAD LEFT AND BM MC
 PU2120'100 USGS RESET 1972 (AZ. MK) ON LEFT.  CONTINUE EAST ON STATE HIGHWAY
 PU2120'34 FOR 1.0 MILE TO STATION ON RIGHT.
 PU2120'
 PU2120'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PU2120'---ENNING 2 1980---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 PU2120'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 77.7 METERS
 PU2120'(255 FEET) S FROM CENTER OF STATE HIGHWAY 34, 29.9 METERS (98 FEET)
 PU2120'NE FROM POST FOR BURIED CABLE, AND 0.55 METER (1.8 FEET) NNW FROM
 PU2120'WITNESS POST.
 PU2120'
 PU2120'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU2120'STAMPED---ENNING 2 1980---SET IN A 6 INCH MASS OF CONCRETE 3.9 FEET
 PU2120'BELOW THE SURFACE.
 PU2120'
 PU2120'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU2120'STAMPED---ENNING 2 NO 3 1980---SET INTO THE TOP OF A ROUND CONCRETE
 PU2120'MONUMENT 15 CM (6 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 PU2120'77.4 METERS (254 FEET) S FROM CENTER OF STATE HIGHWAY 34, 0.58 METER
 PU2120'(1.9 FEET) NW FROM WITNESS POST, AND IS LEVEL WITH THE STATION.
 PU2120'
 PU2120'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU2120'STAMPED---ENNING 2 NO 4 1980---SET INTO THE TOP OF A ROUND CONCRETE
 PU2120'MONUMENT 15 CM (6 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 PU2120'77.4 METERS (254 FEET) S FROM CENTER OF STATE HIGHWAY 34, 21.9 METERS
 PU2120'(72 FEET) NE FROM POST FOR BURIED CABLE, 0.30 METER (1.0 FOOT) E FROM
 PU2120'WITNESS POST, AND IS LEVEL WITH THE STATION.
 PU2120'
 PU2120'AZIMUTH MARK NO. 2 IS A STANDARD BENCH MARK DISK STAMPED---MC 100
 PU2120'USGS RESET 1972---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 PU2120'CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES) ABOVE THE
 PU2120'GROUND LOCATED 65.2 METERS (214 FEET) N FROM CENTER OF STATE HIGHWAY
 PU2120'34, 8.8 METERS (29 FEET) W FROM CENTER OF GRAVEL ROAD, 29.0 METERS
 PU2120'(95 FEET) N FROM FENCE CORNER, 0.43 METER (1.4 FEET) E FROM FENCE,
 PU2120'AND 0.58 METER (1.9 FEET) NE FROM WITNESS POST.
 PU2120
 PU2120                          STATION RECOVERY (1980)
 PU2120
 PU2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PU2120'3.0 MI EAST FROM ENNING.
 PU2120'3.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND STORE
 PU2120'IN ENNING, 255.0 FEET SOUTH OF STATE HIGHWAY 34, AND 98.0 FEET
 PU2120'NORTHEAST OF POST MARKING BURIED CABLE.
 PU2120'THE MARK IS 1.8 FT  NW FROM A WITNESS POST.
 PU2120
 PU2120                          STATION RECOVERY (1995)
 PU2120
 PU2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2120'13.9 KM (8.65 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU2120'IN UNION CENTER, 654.0 M (2145.7 FT) WEST OF MILEPOST 90, 78.2 M
 PU2120'(256.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 47.2 M (154.9 FT) SOUTH OF
 PU2120'A WITNESS POST AND FENCE, 14.2 M (46.6 FT) WEST OF REFERENCE MARK 3,
 PU2120'13.2 M (43.3 FT) EAST OF REFERENCE MARK 4, 6.0 M (19.7 FT) ABOVE THE
 PU2120'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE
 PU2120'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 PU2120'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY WARREN PELLEGRIN, P.O. BOX
 PU2120'47, ENNING, SD 57737, TELEPHONE NUMBER (605) 985-5907.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2127 ***********************************************************************
 PU2127  DESIGNATION -  ENNING 2 RM 3
 PU2127  PID         -  PU2127
 PU2127  STATE/COUNTY-  SD/MEADE
 PU2127  COUNTRY     -  US
 PU2127  USGS QUAD   -  ENNING (2017)
 PU2127
 PU2127                         *CURRENT SURVEY CONTROL
 PU2127  ______________________________________________________________________
 PU2127* NAD 83(1986) POSITION- 44 34 30.47   (N) 102 30 06.79   (W)   HD_HELD1
 PU2127* NAVD 88 ORTHO HEIGHT -   904.548 (meters)     2967.67  (feet) ADJUSTED
 PU2127  ______________________________________________________________________
 PU2127  GEOID HEIGHT    -        -18.576 (meters)                     GEOID18
 PU2127  DYNAMIC HEIGHT  -        904.307 (meters)     2966.88  (feet) COMP
 PU2127  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 PU2127
 PU2127  VERT ORDER      -  FIRST     CLASS II
 PU2127
 PU2127.The horizontal coordinates were determined by differentially corrected
 PU2127.hand held GPS observations or other comparable positioning techniques
 PU2127.and have an estimated accuracy of +/- 3 meters.
 PU2127
 PU2127.The orthometric height was determined by differential leveling and
 PU2127.adjusted by the NATIONAL GEODETIC SURVEY
 PU2127.in October 1997.
 PU2127
 PU2127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2127.GEOID18 height accuracy estimate available here.
 PU2127
 PU2127.Click photographs - Photos may exist for this station.
 PU2127
 PU2127.The dynamic height is computed by dividing the NAVD 88
 PU2127.geopotential number by the normal gravity value computed on the
 PU2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2127.degrees latitude (g = 980.6199 gals.).
 PU2127
 PU2127.The modeled gravity was interpolated from observed gravity values.
 PU2127
 PU2127;                    North         East    Units  Estimated Accuracy
 PU2127;SPC SD N     -    85,500.5     401,318.7     MT  (+/- 3 meters HH1 GPS) 
 PU2127
 PU2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9834038790(NAD 83)
 PU2127
 PU2127                          SUPERSEDED SURVEY CONTROL
 PU2127
 PU2127  NGVD 29 (04/17/07)  904.05   (m)         2966.0    (f) RESET       3  
 PU2127
 PU2127.Superseded values are not recommended for survey control.
 PU2127
 PU2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2127.See file dsdata.pdf to determine how the superseded data were derived.
 PU2127
 PU2127_MARKER: DR = REFERENCE MARK DISK
 PU2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2127_STAMPING: ENNING 2 NO 3 1980
 PU2127_MARK LOGO: NGS
 PU2127_PROJECTION: FLUSH
 PU2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2127+STABILITY: SURFACE MOTION
 PU2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2127+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2127
 PU2127  HISTORY     - Date     Condition        Report By
 PU2127  HISTORY     - 1980     MONUMENTED       NGS
 PU2127  HISTORY     - 19950605 GOOD             NGS
 PU2127
 PU2127                          STATION DESCRIPTION
 PU2127
 PU2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PU2127'3.0 MI EAST FROM ENNING.
 PU2127'3.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND STORE
 PU2127'IN ENNING, AND 254.0 FEET SOUTH OF CENTER OF STATE HIGHWAY 34.
 PU2127'THE MARK IS 1.9 FT  NW FROM A WITNESS POST.
 PU2127
 PU2127                          STATION RECOVERY (1995)
 PU2127
 PU2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2127'13.9 KM (8.65 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU2127'IN UNION CENTER, 654.0 M (2145.7 FT) WEST OF MILEPOST 90, 78.2 M
 PU2127'(256.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 47.0 M (154.2 FT) SOUTH OF
 PU2127'A FENCE, 14.2 M (46.6 FT) EAST OF TRIANGULATION STATION ENNING 2, 6.0
 PU2127'M (19.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST
 PU2127'OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW
 PU2127'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY WARREN
 PU2127'PELLEGRIN, P.O. BOX 47, ENNING, SD 57737, TELEPHONE NUMBER (605)
 PU2127'985-5907.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2128 ***********************************************************************
 PU2128  DESIGNATION -  ENNING 2 RM 4
 PU2128  PID         -  PU2128
 PU2128  STATE/COUNTY-  SD/MEADE
 PU2128  COUNTRY     -  US
 PU2128  USGS QUAD   -  ENNING (2017)
 PU2128
 PU2128                         *CURRENT SURVEY CONTROL
 PU2128  ______________________________________________________________________
 PU2128* NAD 83(1986) POSITION- 44 34 30.45   (N) 102 30 08.03   (W)   HD_HELD1
 PU2128* NAVD 88 ORTHO HEIGHT -   905.252 (meters)     2969.98  (feet) ADJUSTED
 PU2128  ______________________________________________________________________
 PU2128  GEOID HEIGHT    -        -18.576 (meters)                     GEOID18
 PU2128  DYNAMIC HEIGHT  -        905.010 (meters)     2969.19  (feet) COMP
 PU2128  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 PU2128
 PU2128  VERT ORDER      -  FIRST     CLASS II
 PU2128
 PU2128.The horizontal coordinates were determined by differentially corrected
 PU2128.hand held GPS observations or other comparable positioning techniques
 PU2128.and have an estimated accuracy of +/- 3 meters.
 PU2128
 PU2128.The orthometric height was determined by differential leveling and
 PU2128.adjusted by the NATIONAL GEODETIC SURVEY
 PU2128.in October 1997.
 PU2128
 PU2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2128.GEOID18 height accuracy estimate available here.
 PU2128
 PU2128.Click photographs - Photos may exist for this station.
 PU2128
 PU2128.The dynamic height is computed by dividing the NAVD 88
 PU2128.geopotential number by the normal gravity value computed on the
 PU2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2128.degrees latitude (g = 980.6199 gals.).
 PU2128
 PU2128.The modeled gravity was interpolated from observed gravity values.
 PU2128
 PU2128;                    North         East    Units  Estimated Accuracy
 PU2128;SPC SD N     -    85,500.7     401,291.3     MT  (+/- 3 meters HH1 GPS) 
 PU2128
 PU2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9831238788(NAD 83)
 PU2128
 PU2128                          SUPERSEDED SURVEY CONTROL
 PU2128
 PU2128  NGVD 29 (04/17/07)  904.70   (m)         2968.2    (f) RESET       3  
 PU2128
 PU2128.Superseded values are not recommended for survey control.
 PU2128
 PU2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2128.See file dsdata.pdf to determine how the superseded data were derived.
 PU2128
 PU2128_MARKER: DR = REFERENCE MARK DISK
 PU2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2128_STAMPING: ENNING 2 NO 4 1980
 PU2128_MARK LOGO: NGS
 PU2128_PROJECTION: FLUSH
 PU2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2128+STABILITY: SURFACE MOTION
 PU2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2128+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2128
 PU2128  HISTORY     - Date     Condition        Report By
 PU2128  HISTORY     - 1980     MONUMENTED       NGS
 PU2128  HISTORY     - 19950605 GOOD             NGS
 PU2128
 PU2128                          STATION DESCRIPTION
 PU2128
 PU2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PU2128'3.0 MI EAST FROM ENNING.
 PU2128'3.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND STORE
 PU2128'IN ENNING, 254.0 FEET SOUTH OF CENTER OF STATE HIGHWAY 34, AND 72.0
 PU2128'FEET NORTHEAST OF POST MARKING BURIED CABLE.
 PU2128'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 PU2128
 PU2128                          STATION RECOVERY (1995)
 PU2128
 PU2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2128'13.9 KM (8.65 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU2128'IN UNION CENTER, 654.0 M (2145.7 FT) WEST OF MILEPOST 90, 78.2 M
 PU2128'(256.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 47.0 M (154.2 FT) SOUTH OF
 PU2128'A FENCE, 13.2 M (43.3 FT) WEST OF TRIANGULATION STATION ENNING 2, 6.0
 PU2128'M (19.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 PU2128'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 PU2128'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY WARREN
 PU2128'PELLEGRIN, P.O. BOX 47, ENNING, SD 57737, TELEPHONE NUMBER (605)
 PU2128'985-5907.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0924 ***********************************************************************
 OQ0924  DESIGNATION -  EPIPHANY CHURCH SPIRE
 OQ0924  PID         -  OQ0924
 OQ0924  STATE/COUNTY-  SD/HANSON
 OQ0924  COUNTRY     -  US
 OQ0924  USGS QUAD   -  EPIPHANY (2017)
 OQ0924
 OQ0924                         *CURRENT SURVEY CONTROL
 OQ0924  ______________________________________________________________________
 OQ0924* NAD 83(1996) POSITION- 43 50 56.42489(N) 097 39 40.25938(W)   ADJUSTED
 OQ0924  ______________________________________________________________________
 OQ0924  GEOID HEIGHT    -        -25.922 (meters)                     GEOID18
 OQ0924  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 OQ0924  HORZ ORDER      -  THIRD
 OQ0924
 OQ0924.The horizontal coordinates were established by classical geodetic methods
 OQ0924.and adjusted by the National Geodetic Survey in January 1998.
 OQ0924
 OQ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0924.GEOID18 height accuracy estimate available here.
 OQ0924
 OQ0924.Click photographs - Photos may exist for this station.
 OQ0924
 OQ0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0924
 OQ0924. The following values were computed from the NAD 83(1996) position.
 OQ0924
 OQ0924;                    North         East     Units Scale Factor Converg.
 OQ0924;SPC SD S     -   171,835.142   814,810.442   MT  0.99991495   +1 50 36.2
 OQ0924;SPC SD S     -   563,762.46  2,673,257.26   sFT  0.99991495   +1 50 36.2
 OQ0924;UTM  14      - 4,855,973.653   607,610.701   MT  0.99974243   +0 55 39.2
 OQ0924
 OQ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0761055973(NAD 83)
 OQ0924
 OQ0924                          SUPERSEDED SURVEY CONTROL
 OQ0924
 OQ0924  NAD 83(1986)-  43 50 56.43462(N)    097 39 40.22784(W) AD(       ) 3
 OQ0924  NAD 27      -  43 50 56.52300(N)    097 39 38.97000(W) AD(       ) 3
 OQ0924  USSD        -  43 50 56.69600(N)    097 39 39.37000(W) AD(       ) 3
 OQ0924
 OQ0924.Superseded values are not recommended for survey control.
 OQ0924
 OQ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0924.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0924
 OQ0924_MARKER: 90 = CHURCH SPIRE
 OQ0924
 OQ0924  HISTORY     - Date     Condition        Report By
 OQ0924  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0924  HISTORY     - 1935     GOOD             CGS
 OQ0924
 OQ0924                          STATION DESCRIPTION
 OQ0924
 OQ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0924'CATHOLIC CHURCH, ERECTED 1901, IS STILL STANDING AS IN 1903.
 OQ0924'IT IS JUST SOUTH OF HANSON-MINER COUNTY LINE IN SEC. 3, T. 104
 OQ0924'R., R. 57 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0678 ***********************************************************************
 OS0678  DESIGNATION -  ERNST
 OS0678  PID         -  OS0678
 OS0678  STATE/COUNTY-  SD/MELLETTE
 OS0678  COUNTRY     -  US
 OS0678  USGS QUAD   -  WOOD NORTH (2017)
 OS0678
 OS0678                         *CURRENT SURVEY CONTROL
 OS0678  ______________________________________________________________________
 OS0678* NAD 83(1996) POSITION- 43 37 29.28687(N) 100 23 33.85095(W)   ADJUSTED
 OS0678* NAVD 88 ORTHO HEIGHT -   671.    (meters)     2201.    (feet) SCALED
 OS0678  ______________________________________________________________________
 OS0678  GEOID HEIGHT    -        -24.740 (meters)                     GEOID18
 OS0678  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 OS0678  HORZ ORDER      -  FIRST
 OS0678
 OS0678.The horizontal coordinates were established by classical geodetic methods
 OS0678.and adjusted by the National Geodetic Survey in January 1998.
 OS0678
 OS0678.The orthometric height was scaled from a topographic map.
 OS0678
 OS0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0678.GEOID18 height accuracy estimate available here.
 OS0678
 OS0678.Click photographs - Photos may exist for this station.
 OS0678
 OS0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0678
 OS0678. The following values were computed from the NAD 83(1996) position.
 OS0678
 OS0678;                    North         East     Units Scale Factor Converg.
 OS0678;SPC SD S     -   143,472.471   595,206.033   MT  0.99990688   -0 02 27.5
 OS0678;SPC SD S     -   470,709.27  1,952,771.79   sFT  0.99990688   -0 02 27.5
 OS0678;UTM  14      - 4,831,144.093   387,636.798   MT  0.99975530   -0 57 39.6
 OS0678
 OS0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0678!SPC SD S     -   0.99989860  x   0.99990688  =   0.99980549
 OS0678!UTM  14      -   0.99989860  x   0.99975530  =   0.99965393
 OS0678
 OS0678:                Primary Azimuth Mark                     Grid Az
 OS0678:SPC SD S     -  ERNST AZ MK                              103 54 04.1
 OS0678:UTM  14      -  ERNST AZ MK                              104 49 16.2
 OS0678
 OS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8763631144(NAD 83)
 OS0678
 OS0678|---------------------------------------------------------------------|
 OS0678| PID    Reference Object                     Distance      Geod. Az  |
 OS0678|                                                           dddmmss.s |
 OS0678| CO3065 ERNST AZ MK                                        1035136.6 |
 OS0678| CO3066 ERNST RM 1                           21.077 METERS 25049     |
 OS0678| CO3067 ERNST RM 2                           25.731 METERS 33726     |
 OS0678|---------------------------------------------------------------------|
 OS0678
 OS0678                          SUPERSEDED SURVEY CONTROL
 OS0678
 OS0678  NAD 83(1995)-  43 37 29.28300(N)    100 23 33.85692(W) AD(       ) 1
 OS0678  NAD 83(1986)-  43 37 29.28253(N)    100 23 33.86230(W) AD(       ) 1
 OS0678  NAD 27      -  43 37 29.30600(N)    100 23 32.37600(W) AD(       ) 1
 OS0678
 OS0678.Superseded values are not recommended for survey control.
 OS0678
 OS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0678.See file dsdata.pdf to determine how the superseded data were derived.
 OS0678
 OS0678_MARKER: DS = TRIANGULATION STATION DISK
 OS0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0678_STAMPING: ERNST 1936
 OS0678_MARK LOGO: CGS
 OS0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OS0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0678+STABILITY: SURFACE MOTION
 OS0678
 OS0678  HISTORY     - Date     Condition        Report By
 OS0678  HISTORY     - 1936     MONUMENTED       CGS
 OS0678  HISTORY     - 19820709 GOOD             NGS
 OS0678
 OS0678                          STATION DESCRIPTION
 OS0678
 OS0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0678'STATION IS LOCATED ABOUT 12.8 MILES NORTH AND EAST OF WOOD,
 OS0678'SOUTH DAKOTA, ON AN OPEN PASTURE HILL, ABOUT 0.1 MILE NORTH
 OS0678'OF THE CENTERLINE OF SECTION-LINE ROAD, 60 PACES NORTHEAST
 OS0678'OF THE CENTERLINE OF A DIM FIELD ROAD, ON THE MOST PROMINENT
 OS0678'GROUND IN THE VICINITY.  THE STATION IS ON THE LAND OF MARY ERNST
 OS0678'(NOW MRS. F.A. STEPHEN).
 OS0678'
 OS0678'TO REACH THE STATION FROM WOOD, GO TO THE SECTION-LINE ROAD
 OS0678'ABOUT 0.5 MILE EAST OF THE TOWN AND FOLLOW THIS ROAD NORTH AND
 OS0678'EAST THROUGH THE FOLLOWING TURNS, GO NORTH 0.5 MILE, EAST
 OS0678'1.0 MILE, NORTH 2.0 MILES, EAST 2.0 MILES, NORTH 4.0 MILES,
 OS0678'EAST 1.0 MILE, NORTH 2.0 MILES TO A T-INTERSECTION WHERE THE
 OS0678'MAIN ROAD TURNS EAST.  HERE GO WEST 0.1 MILE TO A GATE AND ROAD
 OS0678'IN OPEN PASTURE ON THE RIGHT-HAND OR NORTH SIDE OF THE ROAD,
 OS0678'ENTER THE PASTURE FIELD AND FOLLOW THE DIM FIELD ROAD ABOUT
 OS0678'200 YARDS, LEAVE THE ROAD AND GO TO THE RIGHT TO HIGHEST
 OS0678'GROUND AND STATION ON THE RIGHT.
 OS0678'
 OS0678'AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 OS0678'0.3 MILE EAST OF A T-INTERSECTION OF ROADS, 30 FEET SOUTH OF
 OS0678'THE CENTERLINE OF ROAD, 0.15 MILE EAST OF THE ROAD LEADING
 OS0678'TO AN UNPAINTED HOUSE ON A HILL.
 OS0678'
 OS0678'REFERENCE MARK NO. 1 IS 69.15 FEET WEST OF THE STATION.
 OS0678'
 OS0678'REFERENCE MARK NO. 2 IS 84.42 FEET NORTH OF THE STATION.
 OS0678'
 OS0678'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0678'BRONZE DISKS SET AS DESCRIBED.
 OS0678
 OS0678                          STATION RECOVERY (1982)
 OS0678
 OS0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OS0678'THE STATION MARK REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OS0678'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND APPEARS TO HAVE
 OS0678'BEEN DESTROYED BY ROAD CONSTRUCTION.  DIRECTIONS TO THE REFERENCE
 OS0678'MARKS CHECKED CLOSELY WITH THE 1936 DATA.  SHORTER DISTANCES OF 0.015
 OS0678'M (0.049 FT) AND 0.943 M (3.094 FT) WERE RECORED TO REFERENCE MARKS 1
 OS0678'AND 2, RESPECTIVELY.  THE 1936 MEASUREMENTS ARE POSSIBLY MARK TO MARK
 OS0678'DISTANCES.  AZIMUTH MARK 2 WAS ESTABLISHED AND NEW DESCRIPTIVE TEXT
 OS0678'FOLLOWS.  TO REACH THE STATION FROM THE POST OFFICE IN WOOD, GO EAST
 OS0678'ON HIGHWAY 44 FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  TURN LEFT AND GO
 OS0678'NORTH ON A GRAVELED STREET FOR 0.3 KM (0.20 MI) TO A T ROAD.  TURN
 OS0678'RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.6 KM (0.35 MI) TO A T ROAD.
 OS0678'TURN LEFT AND FOLLOW MAIN GRAVELED ROAD 0.8 KM (0.50 MI) NORTH, 1.6 KM
 OS0678'(1.00 MI) EAST, 3.2 KM (2.00 MI) NORTH, 3.2 KM (2.00 MI) EAST, 6.4 KM
 OS0678'(3.95 MI) NORTH, 1.6 KM (1.00 MI) EAST, AND 3.2 KM (2.00 MI) NORTH TO
 OS0678'A T ROAD.  TURN LEFT ON BLADED ROAD WEST FOR 0.2 KM (0.10 MI) TO A
 OS0678'GATE ON THE RIGHT.  PASS THROUGH GATE AND GO NORTHEAST, UPHILL, ACROSS
 OS0678'PASTURE LAND FOR 0.2 KM (0.10 MI) TO TOP OF RIDGE AND STATION.  THE
 OS0678'STATION IS A STANDARD CGS DISK STAMPED ERNST 1936 SET INTO THE TOP OF
 OS0678'A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 8
 OS0678'INCHES (20 CM) ABOVE THE GROUND.  LOCATED ON A KNOLL WHICH IS THE
 OS0678'HIGHEST PART OF NORTHWEST, SOUTHEAST RIDGE. LOCATED 13.7 METERS (44.9
 OS0678'FT) N FROM THE PROJECTED NORTH SIDE OF A FARM HOUSE, TO THE EAST.
 OS0678'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED ERNST NO 1 1936 SET
 OS0678'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE,
 OS0678'PROJECTING 7 INCHES (18 CM) ABOVE THE GROUND.  LOCATED ALONG THE
 OS0678'SOUTHWEST EDGE OF THE RIDGE. REFERENCE MARK NO 2 IS A STANDARD CGS
 OS0678'DISK STAMPED ERNST NO 2 1936,SET INTO THE TOP OF A SQUARE CONCRETE
 OS0678'MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 6 INCHES (15 CM) ABOVE
 OS0678'THE GROUND.  LOCATED IN A SADDLE TO THE NORTH OF THE STATION.  AZIMUTH
 OS0678'MARK NO 2 IS A STANDARD NGS DISK STAMPED ERNST 1936 NO 2 1982 SET INTO
 OS0678'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 OS0678'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH
 OS0678'DISK STAMPED ERNST 1936 NO 2 1982 SET INTO AN IRREGULAR MASS OF
 OS0678'CONCRETE ABOUT 1.0 M (3.3 FT) BELOW THE SURFACE.  LOCATED 10.0 METERS
 OS0678'(32.8 FT) S FROM THE CENTER OF GRAVELED ROAD.  0.55 METERS (1.80 FT)
 OS0678'NW FROM A POWER POLE.  0.40 METERS (1.31 FT) N FROM A FENCE, AND METAL
 OS0678'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST
 OS0678'ACROSS PASTURE LAND FOR 0.2 KM (0.10 MI) TO A GATE.  TURN LEFT AND GO
 OS0678'EAST ON BLADED ROAD FOR 0.6 KM (0.35 MI) TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DF7469 ***********************************************************************
 DF7469  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7469  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7469  DESIGNATION -  EROS DATA CENTER CORS ARP
 DF7469  CORS_ID     -  SDSF
 DF7469  PID         -  DF7469
 DF7469  STATE/COUNTY-  SD/MINNEHAHA
 DF7469  COUNTRY     -  US
 DF7469  USGS QUAD   -  GARRETSON WEST (2017)
 DF7469
 DF7469                         *CURRENT SURVEY CONTROL
 DF7469  ______________________________________________________________________
 DF7469* NAD 83(2011) POSITION- 43 44 01.72765(N) 096 37 18.54083(W)   ADJUSTED
 DF7469* NAD 83(2011) ELLIP HT-   460.599 (meters)        (04/??/25)   ADJUSTED
 DF7469* NAD 83(2011) EPOCH   -  2010.00
 DF7469* NAVD 88 ORTHO HEIGHT -   486.80  (meters)     1597.1   (feet) GPS OBS
 DF7469  ______________________________________________________________________
 DF7469  NAVD 88 orthometric height was determined with an earlier geoid model
 DF7469  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 DF7469  NAD 83(2011) X  -   -532,331.016 (meters)                     COMP
 DF7469  NAD 83(2011) Y  - -4,585,509.129 (meters)                     COMP
 DF7469  NAD 83(2011) Z  -  4,387,087.247 (meters)                     COMP
 DF7469
 DF7469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7469  Standards:
 DF7469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7469  -------------------------------------------------------------------
 DF7469  NETWORK    0.12   0.20           0.05   0.05   0.10     -0.23963300
 DF7469  -------------------------------------------------------------------
 DF7469
 DF7469.The coordinates were established by GPS observations
 DF7469.and adjusted by the National Geodetic Survey in April 2025.
 DF7469
 DF7469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7469.been affixed to the stable North American Tectonic Plate. 
 DF7469
 DF7469.The coordinates are valid at the epoch date displayed above
 DF7469.which is a decimal equivalence of Year/Month/Day.
 DF7469
 DF7469.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF7469.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF7469.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF7469.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF7469.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF7469.published epoch of 2010.00.
 DF7469
 DF7469.Additional information on MYCS is available at:
 DF7469.https://geodesy.noaa.gov/CORS/index.shtml
 DF7469
 DF7469.The orthometric height was determined by GPS observations and a
 DF7469.high-resolution geoid model using precise GPS observation and
 DF7469.processing techniques.
 DF7469
 DF7469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7469.GEOID18 height accuracy estimate available here.
 DF7469
 DF7469.The PID for the CORS L1 Phase Center is DF7470.
 DF7469
 DF7469.Click photographs - Photos may exist for this station.
 DF7469
 DF7469.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7469
 DF7469.The ellipsoidal height was determined by GPS observations
 DF7469.and is referenced to NAD 83.
 DF7469
 DF7469. The following values were computed from the NAD 83(2011) position.
 DF7469
 DF7469;                    North         East     Units Scale Factor Converg.
 DF7469;SPC SD S     -   162,260.807   898,887.533   MT  0.99990889   +2 33 37.4
 DF7469;SPC SD S     -   532,350.66  2,949,100.18   sFT  0.99990889   +2 33 37.4
 DF7469;UTM  14      - 4,845,057.350   691,521.608   MT  1.00005119   +1 38 40.4
 DF7469
 DF7469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7469!SPC SD S     -   0.99992778  x   0.99990889  =   0.99983668
 DF7469!UTM  14      -   0.99992778  x   1.00005119  =   0.99997896
 DF7469
 DF7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9152145057(NAD 83)
 DF7469
 DF7469                          SUPERSEDED SURVEY CONTROL
 DF7469
 DF7469  NAD 83(2011)-  43 44 01.72766(N)    096 37 18.54111(W) AD(2010.00) c
 DF7469  ELLIP H (06/??/19)  460.607  (m)                       GP(2010.00) c c
 DF7469  NAD 83(2011)-  43 44 01.72770(N)    096 37 18.54079(W) AD(2010.00) c
 DF7469  NAD 83(2011)-  43 44 01.72770(N)    096 37 18.54102(W) AD(2010.00) c
 DF7469  ELLIP H (08/??/11)  460.604  (m)                       GP(2010.00) c c
 DF7469  NAD 83(2007)-  43 44 01.72762(N)    096 37 18.54159(W) AD(2002.00) c
 DF7469  NAD 83(CORS)-  43 44 01.72762(N)    096 37 18.54159(W) AD(2002.00) c
 DF7469  ELLIP H (08/??/03)  460.619  (m)                       GP(2002.00) c c
 DF7469
 DF7469.Superseded values are not recommended for survey control.
 DF7469
 DF7469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7469.See file dsdata.pdf to determine how the superseded data were derived.
 DF7469
 DF7469_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7469
 DF7469                          STATION DESCRIPTION
 DF7469
 DF7469'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF7469'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF7469'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF7469'AND LOG FILES ACCESSIBLE AT:
 DF7469'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0764 ***********************************************************************
 OT0764  DESIGNATION -  EROSION
 OT0764  PID         -  OT0764
 OT0764  STATE/COUNTY-  SD/SHANNON
 OT0764  COUNTRY     -  US
 OT0764  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0764
 OT0764                         *CURRENT SURVEY CONTROL
 OT0764  ______________________________________________________________________
 OT0764* NAD 83(1996) POSITION- 43 13 03.46639(N) 102 48 18.96371(W)   ADJUSTED
 OT0764* NAVD 88 ORTHO HEIGHT -   909.999 (meters)     2985.56  (feet) ADJUSTED
 OT0764  ______________________________________________________________________
 OT0764  GEOID HEIGHT    -        -17.778 (meters)                     GEOID18
 OT0764  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 OT0764  DYNAMIC HEIGHT  -        909.629 (meters)     2984.34  (feet) COMP
 OT0764  MODELED GRAVITY -    980,183.1   (mgal)                       NAVD 88
 OT0764
 OT0764  HORZ ORDER      -  SECOND
 OT0764  VERT ORDER      -  FIRST     CLASS II
 OT0764
 OT0764.The horizontal coordinates were established by classical geodetic methods
 OT0764.and adjusted by the National Geodetic Survey in January 1998.
 OT0764
 OT0764.The orthometric height was determined by differential leveling and
 OT0764.adjusted by the NATIONAL GEODETIC SURVEY
 OT0764.in June 1994.
 OT0764
 OT0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0764.GEOID18 height accuracy estimate available here.
 OT0764
 OT0764.Click photographs - Photos may exist for this station.
 OT0764
 OT0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0764
 OT0764.The dynamic height is computed by dividing the NAVD 88
 OT0764.geopotential number by the normal gravity value computed on the
 OT0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0764.degrees latitude (g = 980.6199 gals.).
 OT0764
 OT0764.The modeled gravity was interpolated from observed gravity values.
 OT0764
 OT0764. The following values were computed from the NAD 83(1996) position.
 OT0764
 OT0764;                    North         East     Units Scale Factor Converg.
 OT0764;SPC SD S     -   101,225.869   399,192.389   MT  0.99993119   -1 42 19.0
 OT0764;SPC SD S     -   332,105.21  1,309,683.70   sFT  0.99993119   -1 42 19.0
 OT0764;UTM  13      - 4,787,321.145   678,259.147   MT  0.99999091   +1 30 11.8
 OT0764
 OT0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0764!SPC SD S     -   0.99986010  x   0.99993119  =   0.99979130
 OT0764!UTM  13      -   0.99986010  x   0.99999091  =   0.99985101
 OT0764
 OT0764:                Primary Azimuth Mark                     Grid Az
 OT0764:SPC SD S     -  EROSION AZ MK                            318 33 53.5
 OT0764:UTM  13      -  EROSION AZ MK                            315 21 22.7
 OT0764
 OT0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7825987321(NAD 83)
 OT0764
 OT0764|---------------------------------------------------------------------|
 OT0764| PID    Reference Object                     Distance      Geod. Az  |
 OT0764|                                                           dddmmss.s |
 OT0764| OT0986 EROSION RM 1                         27.090 METERS 26717     |
 OT0764| TZ5027 EROSION AZ MK                                      3165134.5 |
 OT0764| OT0987 EROSION RM 2                         28.080 METERS 34646     |
 OT0764|---------------------------------------------------------------------|
 OT0764
 OT0764                          SUPERSEDED SURVEY CONTROL
 OT0764
 OT0764  NAD 83(1995)-  43 13 03.46543(N)    102 48 18.96336(W) AD(       ) 2
 OT0764  NAD 83(1993)-  43 13 03.45860(N)    102 48 18.96161(W) AD(       ) 2
 OT0764  NAD 83(1986)-  43 13 03.45172(N)    102 48 18.96349(W) AD(       ) 2
 OT0764  NAD 27      -  43 13 03.51500(N)    102 48 17.31100(W) AD(       ) 2
 OT0764  NGVD 29             909.54   (m)         2984.0    (f) LEVELING    3  
 OT0764
 OT0764.Superseded values are not recommended for survey control.
 OT0764
 OT0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0764.See file dsdata.pdf to determine how the superseded data were derived.
 OT0764
 OT0764_MARKER: DS = TRIANGULATION STATION DISK
 OT0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0764_STAMPING: EROSION 1934
 OT0764_MARK LOGO: CGS
 OT0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0764+STABILITY: SURFACE MOTION
 OT0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0764+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1993
 OT0764
 OT0764  HISTORY     - Date     Condition        Report By
 OT0764  HISTORY     - 1934     MONUMENTED       CGS
 OT0764  HISTORY     - 1934     GOOD             CGS
 OT0764  HISTORY     - 19931110 GOOD             NGS
 OT0764
 OT0764                          STATION DESCRIPTION
 OT0764
 OT0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0764'THE STATION IS 4-1/2 MILES NW OF OGLALA POST OFFICE ON A GRASSY
 OT0764'HILL, 50 YARDS NE OF U.S. HIGHWAY 18, 20 YARDS W OF THE EDGE
 OT0764'OF BLUFFS WHICH DROP INTO BAD LANDS TO THE E, AND 50 YARDS
 OT0764'NE OF A FENCE CORNER, WHICH IS ON THE W SIDE OF THE HIGHWAY.
 OT0764'THERE IS A LONG, WHITE, ERODED CLIFF 1/2 MILE N OF THE STATION,
 OT0764'AND BAD LANDS IN LOW COUNTRY 100 YARDS E.
 OT0764'
 OT0764'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0764'BRONZE DISKS SET IN CONCRETE.
 OT0764'
 OT0764'REFERENCE MARK NO. 1 IS W AND REFERENCE MARK NO. 2 IS N OF
 OT0764'THE STATION.
 OT0764'
 OT0764'AZIMUTH MARK IS NW OF THE STATION AND IS 27.0 FEET WNW OF THE
 OT0764'CENTER LINE OF U.S. HIGHWAY 18, 18.3 FEET S OF AN E-W FENCE,
 OT0764'AND 4.5 FEET SSE OF A FENCE CORNER.
 OT0764'
 OT0764'THE STATION MAY BE REACHED FROM THE OGLALA POST OFFICE BY
 OT0764'DRIVING NW OF U.S. HIGHWAY 18 FOR 4.7 MILES, 150 YARDS AFTER
 OT0764'CROSSING WOOD BRIDGE, WITH WOOD RAILINGS, AND AT A FENCE
 OT0764'CORNER ON TOP OF GRADE WHERE A FARM ROAD COMES IN FROM THE LEFT,
 OT0764'OR W, TURN OFF U.S. HIGHWAY 18 TO THE RIGHT AND DRIVE NE 150
 OT0764'YARDS TO TOP OF SMALL HILL AND STATION.
 OT0764'
 OT0764'A FOUR-FOOT STAND WILL CLEAR ALL LINES.
 OT0764
 OT0764                          STATION RECOVERY (1934)
 OT0764
 OT0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OT0764'RECOVERED IN GOOD CONDITION.
 OT0764
 OT0764                          STATION RECOVERY (1993)
 OT0764
 OT0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0764'29.5 KM (18.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0764'OFFICE IN PINE RIDGE, THENCE 2.9 KM (1.80 MI) NORTHERLY ALONG A DIRT
 OT0764'ROAD, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG BIA ROAD 41, ON A
 OT0764'SMALL KNOLL OVERLOOKING AN ERODED AREA, 71.0 M (232.9 FT) NORTHEAST
 OT0764'OF THE ROAD CENTERLINE, 45.3 M (148.6 FT) NORTH OF A BRACED FENCE
 OT0764'PANEL, 34.9 M (114.5 FT) NORTHEAST OF A FENCE, 28.0 M (91.9 FT) SOUTH
 OT0764'OF REFERENCE MARK 2, 27.0 M (88.6 FT) EAST OF REFERENCE MARK 1, 6.8 M
 OT0764'(22.3 FT) WEST OF THE EDGE OF THE ERODED AREA, 5.0 M (16.4 FT) ABOVE
 OT0764'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 OT0764'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0986 ***********************************************************************
 OT0986  DESIGNATION -  EROSION RM 1
 OT0986  PID         -  OT0986
 OT0986  STATE/COUNTY-  SD/SHANNON
 OT0986  COUNTRY     -  US
 OT0986  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0986
 OT0986                         *CURRENT SURVEY CONTROL
 OT0986  ______________________________________________________________________
 OT0986* NAD 83(1986) POSITION- 43 13 03.42   (N) 102 48 20.16   (W)   HD_HELD1
 OT0986* NAVD 88 ORTHO HEIGHT -   908.527 (meters)     2980.73  (feet) ADJUSTED
 OT0986  ______________________________________________________________________
 OT0986  GEOID HEIGHT    -        -17.777 (meters)                     GEOID18
 OT0986  DYNAMIC HEIGHT  -        908.158 (meters)     2979.52  (feet) COMP
 OT0986  MODELED GRAVITY -    980,183.1   (mgal)                       NAVD 88
 OT0986
 OT0986  VERT ORDER      -  FIRST     CLASS II
 OT0986
 OT0986.The horizontal coordinates were determined by differentially corrected
 OT0986.hand held GPS observations or other comparable positioning techniques
 OT0986.and have an estimated accuracy of +/- 3 meters.
 OT0986
 OT0986.The orthometric height was determined by differential leveling and
 OT0986.adjusted by the NATIONAL GEODETIC SURVEY
 OT0986.in June 1994.
 OT0986
 OT0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0986.GEOID18 height accuracy estimate available here.
 OT0986
 OT0986.Click photographs - Photos may exist for this station.
 OT0986
 OT0986.The dynamic height is computed by dividing the NAVD 88
 OT0986.geopotential number by the normal gravity value computed on the
 OT0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0986.degrees latitude (g = 980.6199 gals.).
 OT0986
 OT0986.The modeled gravity was interpolated from observed gravity values.
 OT0986
 OT0986;                    North         East    Units  Estimated Accuracy
 OT0986;SPC SD S     -   101,225.2     399,165.4     MT  (+/- 3 meters HH1 GPS) 
 OT0986
 OT0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7823287319(NAD 83)
 OT0986
 OT0986                          SUPERSEDED SURVEY CONTROL
 OT0986
 OT0986.No superseded survey control is available for this station.
 OT0986
 OT0986_MARKER: DR = REFERENCE MARK DISK
 OT0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0986_STAMPING: EROSION NO 1 1934
 OT0986_MARK LOGO: CGS
 OT0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0986+STABILITY: SURFACE MOTION
 OT0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0986+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1993
 OT0986
 OT0986  HISTORY     - Date     Condition        Report By
 OT0986  HISTORY     - 1934     MONUMENTED       CGS
 OT0986  HISTORY     - 19931110 GOOD             NGS
 OT0986
 OT0986                          STATION DESCRIPTION
 OT0986
 OT0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0986'29.5 KM (18.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0986'OFFICE IN PINE RIDGE, THENCE 2.9 KM (1.80 MI) NORTHERLY ALONG A DIRT
 OT0986'ROAD, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG BIA ROAD 41, ON A
 OT0986'SMALL KNOLL OVERLOOKING AN ERODED AREA, 50.7 M (166.3 FT) NORTHEAST
 OT0986'OF THE ROAD CENTERLINE, 27.0 M (88.6 FT) WEST OF TRIANGULATION
 OT0986'STATION EROSION, 14.7 M (48.2 FT) NORTHEAST OF A FENCE, 5.0 M (16.4
 OT0986'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M
 OT0986'(0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0987 ***********************************************************************
 OT0987  DESIGNATION -  EROSION RM 2
 OT0987  PID         -  OT0987
 OT0987  STATE/COUNTY-  SD/SHANNON
 OT0987  COUNTRY     -  US
 OT0987  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0987
 OT0987                         *CURRENT SURVEY CONTROL
 OT0987  ______________________________________________________________________
 OT0987* NAD 83(1986) POSITION- 43 13 04.35   (N) 102 48 19.25   (W)   HD_HELD1
 OT0987* NAVD 88 ORTHO HEIGHT -   908.797 (meters)     2981.61  (feet) ADJUSTED
 OT0987  ______________________________________________________________________
 OT0987  GEOID HEIGHT    -        -17.777 (meters)                     GEOID18
 OT0987  DYNAMIC HEIGHT  -        908.428 (meters)     2980.40  (feet) COMP
 OT0987  MODELED GRAVITY -    980,183.1   (mgal)                       NAVD 88
 OT0987
 OT0987  VERT ORDER      -  FIRST     CLASS II
 OT0987
 OT0987.The horizontal coordinates were determined by differentially corrected
 OT0987.hand held GPS observations or other comparable positioning techniques
 OT0987.and have an estimated accuracy of +/- 3 meters.
 OT0987
 OT0987.The orthometric height was determined by differential leveling and
 OT0987.adjusted by the NATIONAL GEODETIC SURVEY
 OT0987.in June 1994.
 OT0987
 OT0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0987.GEOID18 height accuracy estimate available here.
 OT0987
 OT0987.Click photographs - Photos may exist for this station.
 OT0987
 OT0987.The dynamic height is computed by dividing the NAVD 88
 OT0987.geopotential number by the normal gravity value computed on the
 OT0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0987.degrees latitude (g = 980.6199 gals.).
 OT0987
 OT0987.The modeled gravity was interpolated from observed gravity values.
 OT0987
 OT0987;                    North         East    Units  Estimated Accuracy
 OT0987;SPC SD S     -   101,253.3     399,186.7     MT  (+/- 3 meters HH1 GPS) 
 OT0987
 OT0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7825187348(NAD 83)
 OT0987
 OT0987                          SUPERSEDED SURVEY CONTROL
 OT0987
 OT0987.No superseded survey control is available for this station.
 OT0987
 OT0987_MARKER: DR = REFERENCE MARK DISK
 OT0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0987_STAMPING: EROSION NO 2 1934
 OT0987_MARK LOGO: CGS
 OT0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0987+STABILITY: SURFACE MOTION
 OT0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0987+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1993
 OT0987
 OT0987  HISTORY     - Date     Condition        Report By
 OT0987  HISTORY     - 1934     MONUMENTED       CGS
 OT0987  HISTORY     - 19931110 GOOD             NGS
 OT0987
 OT0987                          STATION DESCRIPTION
 OT0987
 OT0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0987'29.5 KM (18.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0987'OFFICE IN PINE RIDGE, THENCE 2.9 KM (1.80 MI) NORTHERLY ALONG A DIRT
 OT0987'ROAD, THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG BIA ROAD 41, ON A
 OT0987'SMALL KNOLL OVERLOOKING AN ERODED AREA, 87.0 M (285.4 FT) NORTHEAST
 OT0987'OF THE ROAD CENTERLINE, 50.0 M (164.0 FT) NORTHEAST OF A FENCE, 28.0
 OT0987'M (91.9 FT) WEST OF TRIANGULATION STATION EROSION, 5.0 M (16.4 FT)
 OT0987'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7
 OT0987'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DL6462 ***********************************************************************
 DL6462  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6462  DESIGNATION -  EROS_USGS_SD2006 CORS ARP
 DL6462  CORS_ID     -  ECSD
 DL6462  PID         -  DL6462
 DL6462  STATE/COUNTY-  SD/MINNEHAHA
 DL6462  COUNTRY     -  US
 DL6462  USGS QUAD   -  GARRETSON WEST (2017)
 DL6462
 DL6462                         *CURRENT SURVEY CONTROL
 DL6462  ______________________________________________________________________
 DL6462* NAD 83(2011) POSITION- 43 44 01.29252(N) 096 36 50.38567(W)   ADJUSTED
 DL6462* NAD 83(2011) ELLIP HT-   445.292 (meters)        (04/??/25)   ADJUSTED
 DL6462* NAD 83(2011) EPOCH   -  2010.00
 DL6462  ______________________________________________________________________
 DL6462  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 DL6462  NAD 83(2011) X  -   -531,704.885 (meters)                     COMP
 DL6462  NAD 83(2011) Y  - -4,585,579.986 (meters)                     COMP
 DL6462  NAD 83(2011) Z  -  4,387,066.961 (meters)                     COMP
 DL6462
 DL6462  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6462  Standards:
 DL6462         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6462            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6462  -------------------------------------------------------------------
 DL6462  NETWORK    0.19   0.19           0.08   0.07   0.10     -0.45155600
 DL6462  -------------------------------------------------------------------
 DL6462
 DL6462.The coordinates were established by GPS observations
 DL6462.and adjusted by the National Geodetic Survey in April 2025.
 DL6462
 DL6462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6462.been affixed to the stable North American Tectonic Plate. 
 DL6462
 DL6462.The coordinates are valid at the epoch date displayed above
 DL6462.which is a decimal equivalence of Year/Month/Day.
 DL6462
 DL6462.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL6462.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL6462.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL6462.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL6462.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL6462.published epoch of 2010.00.
 DL6462
 DL6462.Additional information on MYCS is available at:
 DL6462.https://geodesy.noaa.gov/CORS/index.shtml
 DL6462
 DL6462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6462.GEOID18 height accuracy estimate available here.
 DL6462
 DL6462.The PID for the CORS L1 Phase Center is DL6463.
 DL6462
 DL6462.Click photographs - Photos may exist for this station.
 DL6462
 DL6462.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6462
 DL6462.The ellipsoidal height was determined by GPS observations
 DL6462.and is referenced to NAD 83.
 DL6462
 DL6462. The following values were computed from the NAD 83(2011) position.
 DL6462
 DL6462;                    North         East     Units Scale Factor Converg.
 DL6462;SPC SD S     -   162,275.566   899,517.527   MT  0.99990889   +2 33 56.9
 DL6462;SPC SD S     -   532,399.09  2,951,167.09   sFT  0.99990889   +2 33 56.9
 DL6462;UTM  14      - 4,845,062.039   692,151.848   MT  1.00005416   +1 38 59.9
 DL6462
 DL6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6462!SPC SD S     -   0.99993018  x   0.99990889  =   0.99983908
 DL6462!UTM  14      -   0.99993018  x   1.00005416  =   0.99998433
 DL6462
 DL6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9215145062(NAD 83)
 DL6462
 DL6462                          SUPERSEDED SURVEY CONTROL
 DL6462
 DL6462  NAD 83(2011)-  43 44 01.29265(N)    096 36 50.38571(W) AD(2010.00) c
 DL6462  ELLIP H (06/??/19)  445.297  (m)                       GP(2010.00) c c
 DL6462  NAD 83(2011)-  43 44 01.29269(N)    096 36 50.38570(W) AD(2010.00) c
 DL6462  ELLIP H (08/??/11)  445.286  (m)                       GP(2010.00) c c
 DL6462  NAD 83(CORS)-  43 44 01.29256(N)    096 36 50.38640(W) AD(2002.00) c
 DL6462  ELLIP H (02/??/10)  445.284  (m)                       GP(2002.00) c c
 DL6462
 DL6462.Superseded values are not recommended for survey control.
 DL6462
 DL6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6462.See file dsdata.pdf to determine how the superseded data were derived.
 DL6462
 DL6462_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL6462
 DL6462                          STATION DESCRIPTION
 DL6462
 DL6462'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DL6462'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DL6462'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DL6462'AND LOG FILES ACCESSIBLE AT:
 DL6462'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DL6464 ***********************************************************************
 DL6464  HT_MOD      -  This is a Height Modernization Survey Station.
 DL6464  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6464  DESIGNATION -  EROS_USGS_SD2006 CORS GRP
 DL6464  CORS_ID     -  ECSD
 DL6464  PID         -  DL6464
 DL6464  STATE/COUNTY-  SD/MINNEHAHA
 DL6464  COUNTRY     -  US
 DL6464  USGS QUAD   -  GARRETSON WEST (2017)
 DL6464
 DL6464                         *CURRENT SURVEY CONTROL
 DL6464  ______________________________________________________________________
 DL6464* NAD 83(2011) POSITION- 43 44 01.29252(N) 096 36 50.38567(W)   ADJUSTED
 DL6464* NAD 83(2011) ELLIP HT-   445.284 (meters)        (04/??/25)   ADJUSTED
 DL6464* NAD 83(2011) EPOCH   -  2010.00
 DL6464* NAVD 88 ORTHO HEIGHT -   471.47  (meters)     1546.8   (feet) GPS OBS
 DL6464  ______________________________________________________________________
 DL6464  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 DL6464  NAD 83(2011) X  -   -531,704.884 (meters)                     COMP
 DL6464  NAD 83(2011) Y  - -4,585,579.980 (meters)                     COMP
 DL6464  NAD 83(2011) Z  -  4,387,066.955 (meters)                     COMP
 DL6464  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 DL6464
 DL6464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6464  Standards:
 DL6464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6464  -------------------------------------------------------------------
 DL6464  NETWORK    0.19   0.19           0.08   0.07   0.10     -0.45155600
 DL6464  -------------------------------------------------------------------
 DL6464
 DL6464.The horizontal coordinates were established by GPS observations
 DL6464.and adjusted by the National Geodetic Survey in April 2025.
 DL6464
 DL6464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6464.been affixed to the stable North American Tectonic Plate. 
 DL6464
 DL6464.The horizontal coordinates are valid at the epoch date displayed above
 DL6464.which is a decimal equivalence of Year/Month/Day.
 DL6464
 DL6464.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL6464.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL6464.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL6464.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL6464.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL6464.published epoch of 2010.00.
 DL6464
 DL6464.Additional information on MYCS is available at:
 DL6464.https://geodesy.noaa.gov/CORS/index.shtml
 DL6464
 DL6464.The orthometric height was determined by GPS observations and a
 DL6464.high-resolution geoid model using precise GPS observation and
 DL6464.processing techniques.
 DL6464
 DL6464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6464.GEOID18 height accuracy estimate available here.
 DL6464
 DL6464.Click photographs - Photos may exist for this station.
 DL6464
 DL6464.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6464
 DL6464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6464
 DL6464.The ellipsoidal height was determined by GPS observations
 DL6464.and is referenced to NAD 83.
 DL6464
 DL6464. The following values were computed from the NAD 83(2011) position.
 DL6464
 DL6464;                    North         East     Units Scale Factor Converg.
 DL6464;SPC SD S     -   162,275.566   899,517.527   MT  0.99990889   +2 33 56.9
 DL6464;SPC SD S     -   532,399.09  2,951,167.09   sFT  0.99990889   +2 33 56.9
 DL6464;UTM  14      - 4,845,062.039   692,151.848   MT  1.00005416   +1 38 59.9
 DL6464
 DL6464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6464!SPC SD S     -   0.99993018  x   0.99990889  =   0.99983908
 DL6464!UTM  14      -   0.99993018  x   1.00005416  =   0.99998434
 DL6464
 DL6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9215145062(NAD 83)
 DL6464
 DL6464                          SUPERSEDED SURVEY CONTROL
 DL6464
 DL6464  NAD 83(2011)-  43 44 01.29265(N)    096 36 50.38571(W) AD(2010.00) A
 DL6464  ELLIP H (06/??/19)  445.289  (m)                       GP(2010.00) 4 1
 DL6464  NAD 83(2011)-  43 44 01.29269(N)    096 36 50.38570(W) AD(2010.00) A
 DL6464  ELLIP H (08/??/11)  445.278  (m)                       GP(2010.00) 4 1
 DL6464  NAD 83(CORS)-  43 44 01.29256(N)    096 36 50.38640(W) AD(2002.00) A
 DL6464  ELLIP H (02/??/10)  445.276  (m)                       GP(2002.00) 4 1
 DL6464
 DL6464.Superseded values are not recommended for survey control.
 DL6464
 DL6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6464.See file dsdata.pdf to determine how the superseded data were derived.
 DL6464
 DL6464_STAMPING: UNKNOWN
 DL6464
 DL6464                          STATION DESCRIPTION
 DL6464
 DL6464'THIS MONUMENT IS ASSOCIATED WITH STATION 'ECSD'
 DL6464'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DL6464'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DL6464'AND LOG FILES ACCESSIBLE AT:
 DL6464'https://geodesy.noaa.gov/CORS/index.shtml
 DL6464'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2251 ***********************************************************************
 PU2251  DESIGNATION -  ERSON
 PU2251  PID         -  PU2251
 PU2251  STATE/COUNTY-  SD/MEADE
 PU2251  COUNTRY     -  US
 PU2251  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU2251
 PU2251                         *CURRENT SURVEY CONTROL
 PU2251  ______________________________________________________________________
 PU2251* NAD 83(1996) POSITION- 44 54 29.39802(N) 102 52 04.75071(W)   ADJUSTED
 PU2251* NAVD 88 ORTHO HEIGHT -   854.    (meters)     2802.    (feet) SCALED
 PU2251  ______________________________________________________________________
 PU2251  GEOID HEIGHT    -        -17.470 (meters)                     GEOID18
 PU2251  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 PU2251  HORZ ORDER      -  SECOND
 PU2251
 PU2251.The horizontal coordinates were established by classical geodetic methods
 PU2251.and adjusted by the National Geodetic Survey in January 1998.
 PU2251
 PU2251.The orthometric height was scaled from a topographic map.
 PU2251
 PU2251.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2251.GEOID18 height accuracy estimate available here.
 PU2251
 PU2251.Click photographs - Photos may exist for this station.
 PU2251
 PU2251.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2251
 PU2251. The following values were computed from the NAD 83(1996) position.
 PU2251
 PU2251;                    North         East     Units Scale Factor Converg.
 PU2251;SPC SD N     -   123,448.935   373,567.880   MT  0.99994221   -2 01 47.2
 PU2251;SPC SD N     -   405,015.38  1,225,613.95   sFT  0.99994221   -2 01 47.2
 PU2251;UTM  13      - 4,974,960.060   668,303.679   MT  0.99994832   +1 30 19.8
 PU2251
 PU2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2251!SPC SD N     -   0.99986879  x   0.99994221  =   0.99981100
 PU2251!UTM  13      -   0.99986879  x   0.99994832  =   0.99981711
 PU2251
 PU2251:                Primary Azimuth Mark                     Grid Az
 PU2251:SPC SD N     -  ERSON AZ MK                              267 03 10.3
 PU2251:UTM  13      -  ERSON AZ MK                              263 31 03.3
 PU2251
 PU2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6830374960(NAD 83)
 PU2251
 PU2251|---------------------------------------------------------------------|
 PU2251| PID    Reference Object                     Distance      Geod. Az  |
 PU2251|                                                           dddmmss.s |
 PU2251| CQ3689 ERSON RM 1                           22.305 METERS 14331     |
 PU2251| CQ3690 ERSON RM 2                           15.312 METERS 26001     |
 PU2251| PU0727 ERSON AZ MK                                        2650123.1 |
 PU2251|---------------------------------------------------------------------|
 PU2251
 PU2251                          SUPERSEDED SURVEY CONTROL
 PU2251
 PU2251  NAD 83(1993)-  44 54 29.39057(N)    102 52 04.74967(W) AD(       ) 2
 PU2251  NAD 83(1986)-  44 54 29.38858(N)    102 52 04.74841(W) AD(       ) 2
 PU2251
 PU2251.Superseded values are not recommended for survey control.
 PU2251
 PU2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2251.See file dsdata.pdf to determine how the superseded data were derived.
 PU2251
 PU2251_MARKER: DS = TRIANGULATION STATION DISK
 PU2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2251_STAMPING: ERSON 1962
 PU2251_MARK LOGO: CGS
 PU2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2251+STABILITY: SURFACE MOTION
 PU2251
 PU2251  HISTORY     - Date     Condition        Report By
 PU2251  HISTORY     - 1962     MONUMENTED       CGS
 PU2251
 PU2251                          STATION DESCRIPTION
 PU2251
 PU2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2251'STATION IS LOCATED ON THE SUMMIT OF A SMALL PROMINENT BUTTE ABOUT
 PU2251'7 MILES SOUTH OF THE POST OFFICE AND STORE AT MUD BUTTE, 2.75 MILES
 PU2251'NORTHEAST OF SULPHUR AND 0.55 MILE NORTHEAST OF CAMP CREEK.  IT IS
 PU2251'IN THE NORTHWEST CORNER OF THE NORTHEAST 1/4 SECTION 23, T 11 N,
 PU2251'R 10 E.
 PU2251'
 PU2251'TO REACH THE STATION FROM THE CROSSROAD AND POST OFFICE AND STORE
 PU2251'IN MUD BUTTE, GO SOUTH ON A GRAVELED ROAD FOR 3.2 MILES TO A ROAD
 PU2251'RIGHT AND STATION BEND ON THE RIGHT, CONTINUE SOUTH ON MAIN
 PU2251'GRAVELED ROAD FOR 3.6 MILE TO A TRACK ROAD ON THE LEFT AND THE
 PU2251'AZIMUTH MARK ON THE RIGHT, (THIS POINT IS ABOUT 0.1 MILE
 PU2251'NORTHEAST OF A BRIDGE OVER CAMP CREEK) TURN LEFT ON TO A TRACK
 PU2251'ROAD AND GO EAST ACROSS PASTURE FOR 0.55 MILE TO THE SUMMIT OF
 PU2251'A SMALL BUTTE AND STATION AS DESCRIBED.
 PU2251'
 PU2251'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK ARE STANDARD
 PU2251'DISKS CEMENTED IN THE TOPS OF 12-INCH CYLINDRICAL CONCRETE MONUMENTS.
 PU2251'
 PU2251'STATION MARK IS ON THE HIGHEST POINT OF THE BUTTE.  IT IS
 PU2251'STAMPED--ERSON 1962 AND PROJECTS 4 INCHES.
 PU2251'
 PU2251'RM 1 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED--ERSON
 PU2251'NO 1 1962 AND PROJECTS 4 INCHES.
 PU2251'
 PU2251'RM 2 IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 PU2251'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 PU2251'STAMPED--ERSON NO 2 1962 AND IT IS SET FLUSH.
 PU2251'
 PU2251'AZIMUTH MARK IS 31.0 FEET WEST OF A CURVE IN A NORTH-SOUTH
 PU2251'GRAVELED ROAD, 2.0 FEET SOUTH OF A METAL WITNESS POST AND 0.8 FOOT
 PU2251'EAST OF FENCELINE.  IT IS STAMPED--ERSON 1962 AND PROJECTS 3
 PU2251'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0727 ***********************************************************************
 PU0727  DESIGNATION -  ERSON AZ MK
 PU0727  PID         -  PU0727
 PU0727  STATE/COUNTY-  SD/MEADE
 PU0727  COUNTRY     -  US
 PU0727  USGS QUAD   -  CAMP CREEK (2017)
 PU0727
 PU0727                         *CURRENT SURVEY CONTROL
 PU0727  ______________________________________________________________________
 PU0727* NAD 83(1986) POSITION- 44 54 27.     (N) 102 52 40.     (W)   SCALED
 PU0727* NAVD 88 ORTHO HEIGHT -   815.369 (meters)     2675.09  (feet) ADJUSTED
 PU0727  ______________________________________________________________________
 PU0727  GEOID HEIGHT    -        -17.450 (meters)                     GEOID18
 PU0727  DYNAMIC HEIGHT  -        815.196 (meters)     2674.52  (feet) COMP
 PU0727  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 PU0727
 PU0727  VERT ORDER      -  SECOND    CLASS 0
 PU0727
 PU0727.The horizontal coordinates were scaled from a map and have
 PU0727.an estimated accuracy of +/- 6 seconds.
 PU0727
 PU0727.The orthometric height was determined by differential leveling and
 PU0727.adjusted by the NATIONAL GEODETIC SURVEY
 PU0727.in June 1991.
 PU0727
 PU0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0727.GEOID18 height accuracy estimate available here.
 PU0727
 PU0727.Click photographs - Photos may exist for this station.
 PU0727
 PU0727.The dynamic height is computed by dividing the NAVD 88
 PU0727.geopotential number by the normal gravity value computed on the
 PU0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0727.degrees latitude (g = 980.6199 gals.).
 PU0727
 PU0727.The modeled gravity was interpolated from observed gravity values.
 PU0727
 PU0727;                    North         East    Units  Estimated Accuracy
 PU0727;SPC SD N     -   123,400.      372,790.      MT  (+/- 180 meters Scaled)
 PU0727
 PU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK675748(NAD 83)
 PU0727
 PU0727                          SUPERSEDED SURVEY CONTROL
 PU0727
 PU0727  NGVD 29 (??/??/92)  814.902  (m)         2673.56   (f) ADJ UNCH    2 0
 PU0727
 PU0727.Superseded values are not recommended for survey control.
 PU0727
 PU0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0727.See file dsdata.pdf to determine how the superseded data were derived.
 PU0727
 PU0727_MARKER: DZ = AZIMUTH MARK DISK
 PU0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0727_STAMPING: ERSON 1962
 PU0727_MARK LOGO: CGS
 PU0727_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0727+STABILITY: SURFACE MOTION
 PU0727
 PU0727  HISTORY     - Date     Condition        Report By
 PU0727  HISTORY     - 1962     MONUMENTED       CGS
 PU0727
 PU0727                          STATION DESCRIPTION
 PU0727
 PU0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0727'3 MI NE FROM SULPHUR.
 PU0727'3.05 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0727'SULPHUR, 0.3 MILE NORTHEAST OF A HOUSE AT CAMP CREEK, 0.15 MILE
 PU0727'NORTHEAST OF A BRIDGE OVER CAMP CREEK, ON THE INSIDE OF A
 PU0727'CURVE, AT THE CROSSING OF A POWER LINE, 29 FEET NORTHWEST OF THE
 PU0727'CENTER LINE OF THE ROAD, 114 FEET NORTH-NORTHWEST AND ACROSS THE
 PU0727'ROAD FROM A POWER POLE WITH A GUY WIRE, 0.6 FOOT SOUTHEAST OF A
 PU0727'FENCE, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 PU0727'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0727'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0900 ***********************************************************************
 PR0900  DESIGNATION -  ERWIN METHODIST CHURCH SPIRE
 PR0900  PID         -  PR0900
 PR0900  STATE/COUNTY-  SD/KINGSBURY
 PR0900  COUNTRY     -  US
 PR0900  USGS QUAD   -  ERWIN (2017)
 PR0900
 PR0900                         *CURRENT SURVEY CONTROL
 PR0900  ______________________________________________________________________
 PR0900* NAD 83(1996) POSITION- 44 29 07.95509(N) 097 26 37.10644(W)   ADJUSTED
 PR0900  ______________________________________________________________________
 PR0900  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 PR0900  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 PR0900  HORZ ORDER      -  THIRD
 PR0900
 PR0900.The horizontal coordinates were established by classical geodetic methods
 PR0900.and adjusted by the National Geodetic Survey in January 1998.
 PR0900
 PR0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0900.GEOID18 height accuracy estimate available here.
 PR0900
 PR0900.Click photographs - Photos may exist for this station.
 PR0900
 PR0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0900
 PR0900. The following values were computed from the NAD 83(1996) position.
 PR0900
 PR0900;                    North         East     Units Scale Factor Converg.
 PR0900;SPC SD N     -    75,685.585   803,320.038   MT  0.99998752   +1 48 33.2
 PR0900;SPC SD N     -   248,311.79  2,635,559.16   sFT  0.99998752   +1 48 33.2
 PR0900;UTM  14      - 4,926,981.314   623,757.933   MT  0.99978835   +1 05 26.6
 PR0900
 PR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2375726981(NAD 83)
 PR0900
 PR0900                          SUPERSEDED SURVEY CONTROL
 PR0900
 PR0900  NAD 83(1986)-  44 29 07.94802(N)    097 26 37.07586(W) AD(       ) 3
 PR0900  NAD 27      -  44 29 08.07500(N)    097 26 35.81000(W) AD(       ) 3
 PR0900  USSD        -  44 29 08.24000(N)    097 26 36.24600(W) AD(       ) 3
 PR0900
 PR0900.Superseded values are not recommended for survey control.
 PR0900
 PR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0900.See file dsdata.pdf to determine how the superseded data were derived.
 PR0900
 PR0900_MARKER: 90 = CHURCH SPIRE
 PR0900
 PR0900  HISTORY     - Date     Condition        Report By
 PR0900  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0900
 PR0900                          STATION DESCRIPTION
 PR0900
 PR0900'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2330 ***********************************************************************
 PU2330  DESIGNATION -  ESTES
 PU2330  PID         -  PU2330
 PU2330  STATE/COUNTY-  SD/LAWRENCE
 PU2330  COUNTRY     -  US
 PU2330  USGS QUAD   -  NEMO (2017)
 PU2330
 PU2330                         *CURRENT SURVEY CONTROL
 PU2330  ______________________________________________________________________
 PU2330* NAD 83(1996) POSITION- 44 10 09.64270(N) 103 35 31.84269(W)   ADJUSTED
 PU2330* NAVD 88 ORTHO HEIGHT -  1676.    (meters)     5499.    (feet) SCALED
 PU2330  ______________________________________________________________________
 PU2330  GEOID HEIGHT    -        -13.768 (meters)                     GEOID18
 PU2330  LAPLACE CORR    -        -13.02  (seconds)                    DEFLEC18
 PU2330  HORZ ORDER      -  THIRD
 PU2330
 PU2330.The horizontal coordinates were established by classical geodetic methods
 PU2330.and adjusted by the National Geodetic Survey in January 1998.
 PU2330
 PU2330.The orthometric height was scaled from a topographic map.
 PU2330
 PU2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2330.GEOID18 height accuracy estimate available here.
 PU2330
 PU2330.Click photographs - Photos may exist for this station.
 PU2330
 PU2330.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2330
 PU2330. The following values were computed from the NAD 83(1996) position.
 PU2330
 PU2330;                    North         East     Units Scale Factor Converg.
 PU2330;SPC SD N     -    43,712.236   312,783.809   MT  1.00005655   -2 32 32.4
 PU2330;SPC SD N     -   143,412.56  1,026,191.55   sFT  1.00005655   -2 32 32.4
 PU2330;SPC SD S     -   209,082.782   339,444.120   MT  0.99995308   -2 14 53.2
 PU2330;SPC SD S     -   685,965.76  1,113,659.58   sFT  0.99995308   -2 14 53.2
 PU2330;UTM  13      - 4,891,645.482   612,549.648   MT  0.99975579   +0 58 51.8
 PU2330
 PU2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2330!SPC SD N     -   0.99973949  x   1.00005655  =   0.99979602
 PU2330!SPC SD S     -   0.99973949  x   0.99995308  =   0.99969258
 PU2330!UTM  13      -   0.99973949  x   0.99975579  =   0.99949534
 PU2330
 PU2330:                Primary Azimuth Mark                     Grid Az
 PU2330:SPC SD N     -  CASTLE PEAK                              231 37 55.8
 PU2330:SPC SD S     -  CASTLE PEAK                              231 20 16.6
 PU2330:UTM  13      -  CASTLE PEAK                              228 06 31.6
 PU2330
 PU2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1254991645(NAD 83)
 PU2330
 PU2330|---------------------------------------------------------------------|
 PU2330| PID    Reference Object                     Distance      Geod. Az  |
 PU2330|                                                           dddmmss.s |
 PU2330| CQ3694 ESTES RM 1                           16.800 METERS 02410     |
 PU2330| PU2335 CASTLE PEAK                         APPROX.13.8 KM 2290523.4 |
 PU2330| CQ3695 ESTES RM 2                           17.577 METERS 26551     |
 PU2330|---------------------------------------------------------------------|
 PU2330
 PU2330                          SUPERSEDED SURVEY CONTROL
 PU2330
 PU2330  NAD 83(1993)-  44 10 09.63455(N)    103 35 31.84474(W) AD(       ) 3
 PU2330  NAD 83(1986)-  44 10 09.63379(N)    103 35 31.84237(W) AD(       ) 3
 PU2330  NAD 27      -  44 10 09.69300(N)    103 35 30.16500(W) AD(       ) 3
 PU2330
 PU2330.Superseded values are not recommended for survey control.
 PU2330
 PU2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2330.See file dsdata.pdf to determine how the superseded data were derived.
 PU2330
 PU2330_MARKER: DS = TRIANGULATION STATION DISK
 PU2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2330_STAMPING: ESTES 1950
 PU2330_MARK LOGO: CGS
 PU2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2330+STABILITY: SURFACE MOTION
 PU2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2330+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2015
 PU2330
 PU2330  HISTORY     - Date     Condition        Report By
 PU2330  HISTORY     - 1950     MONUMENTED       CGS
 PU2330  HISTORY     - 20150425 GOOD             INDIV
 PU2330
 PU2330                          STATION DESCRIPTION
 PU2330
 PU2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2330'THE STATION IS LOCATED 4 MILES WEST AND 1-1/4 MILES SOUTH OF
 PU2330'NEMO, ON A HEAVILY TIMBERED KNOLL WHICH IS THE HIGHEST POINT IN
 PU2330'THE IMMEDIATE VICINITY, AND IN THE BLACK HILLS NATIONAL FOREST.
 PU2330'IT IS 21 FEET SOUTHWEST OF THE CENTER OF A WOODS ROAD, 14 FEET
 PU2330'WEST OF A 14-INCH PINE TREE HAVING A TRIANGULAR BLAZE ON THE
 PU2330'NORTH SIDE, AND 7 FEET NORTH OF A WITNESS POST.
 PU2330'
 PU2330'TO REACH THE STATION FROM THE POST OFFICE IN DEADWOOD.  GO
 PU2330'SOUTHWEST AND WEST ON U.S. HIGHWAY NO. 85 FOR 1.8 MILES TO THE
 PU2330'JUNCTION OF U.S. HIGHWAY NO. 85A.  BEAR LEFT AND GO SOUTHERLY ON
 PU2330'HIGHWAY NO. 85A FOR 7.65 MILES TO A CROSSROADS AND A SIGN
 PU2330'NEMO.  CONTINUE SOUTHERLY ON HIGHWAY 85A FOR 9.15 MILES TO A
 PU2330'WOODS ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE WOODS ROAD
 PU2330'WEST FOR 0.1 MILE TO A FORK.  BEAR RIGHT AND GO SOUTH FOR 0.05
 PU2330'MILE TO ANOTHER FORK.  BEAR RIGHT AND GO SOUTHWESTERLY FOR
 PU2330'0.25 MILE TO THE STATION ON THE RIGHT.  DUE TO THE HEAVY
 PU2330'GROWTH OF TIMBER NO SUITABLE LOCATION COULD BE FOUND FOR AN
 PU2330'AZIMUTH MARK.
 PU2330'
 PU2330'REFERENCE MARK NO. 1 IS 61 FEET NORTH OF THE WITNESS POST.  THE
 PU2330'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ESTES NO 1
 PU2330'1950.
 PU2330'
 PU2330'REFERENCE MARK NO. 2 IS 59 FEET WEST OF THE WITNESS POST.
 PU2330'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ESTES
 PU2330'NO 2 1950.
 PU2330'
 PU2330'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2330'CYLINDERS.
 PU2330'
 PU2330'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PU2330
 PU2330                          STATION RECOVERY (2015)
 PU2330
 PU2330'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JFP)
 PU2330'THE TRIANGULATION STATION MARK AND BOTH REFERENCE MARK NO. 1 AND
 PU2330'REFERENCE MARK NO. 2 WERE FOUND IN UNDISTURBED CONDITION.  ALL MARKS
 PU2330'ARE STANDARD DISKS SET IN THE TOP OF 12-INCH DIAMETER CONCRETE PADS.
 PU2330'
 PU2330'THE TRIANGULATION STATION MARK IS 22 FEET SOUTHWEST OF THE CENTERLINE
 PU2330'OF A LOGGING ROAD MEASURED PERPENDICULAR TO THE ROAD.  REFERENCE MARK
 PU2330'NO. 1 IS 23 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  REFERENCE
 PU2330'MARK NO. 2 IS 75 FEET SOUTHWEST OF THE ROAD.
 PU2330'
 PU2330'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 44 AND 385
 PU2330'LOCATED APPROXIMATELY 15 MILES WEST OF RAPID CITY, GO NORTHWEST ON
 PU2330'HIGHWAY 385 6.8 MILES TO A LOGGING ROAD ON THE RIGHT.  FOLLOW ROAD
 PU2330'EAST AND NORTHEAST 0.15 MILES TO AN INTERSECTION OF LOGGING ROADS.
 PU2330'TURN RIGHT AND FOLLOW LOGGING ROAD SOUTHEAST FOR 0.6 MILES TO THE
 PU2330'STATION LOCATED ON THE RIGHT OR SOUTHWEST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0663 ***********************************************************************
 QS0663  DESIGNATION -  ET 2 KE
 QS0663  PID         -  QS0663
 QS0663  STATE/COUNTY-  SD/CAMPBELL
 QS0663  COUNTRY     -  US
 QS0663  USGS QUAD   -  HERREID (2017)
 QS0663
 QS0663                         *CURRENT SURVEY CONTROL
 QS0663  ______________________________________________________________________
 QS0663* NAD 83(1996) POSITION- 45 49 50.00756(N) 100 00 34.14760(W)   ADJUSTED
 QS0663* NAVD 88 ORTHO HEIGHT -   553.3   (meters)     1815.    (feet) VERTCON3
 QS0663  ______________________________________________________________________
 QS0663  GEOID HEIGHT    -        -22.220 (meters)                     GEOID18
 QS0663  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 QS0663  HORZ ORDER      -  THIRD
 QS0663
 QS0663.The horizontal coordinates were established by classical geodetic methods
 QS0663.and adjusted by the National Geodetic Survey in January 1998.
 QS0663
 QS0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0663
 QS0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0663.GEOID18 height accuracy estimate available here.
 QS0663
 QS0663.Click photographs - Photos may exist for this station.
 QS0663
 QS0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0663
 QS0663. The following values were computed from the NAD 83(1996) position.
 QS0663
 QS0663;                    North         East     Units Scale Factor Converg.
 QS0663;SPC SD N     -   221,947.836   599,262.963   MT  1.00003175   -0 00 24.2
 QS0663;SPC SD N     -   728,173.86  1,966,081.90   sFT  1.00003175   -0 00 24.2
 QS0663;UTM  14      - 5,075,717.020   421,595.060   MT  0.99967557   -0 43 26.8
 QS0663
 QS0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0663!SPC SD N     -   0.99991675  x   1.00003175  =   0.99994850
 QS0663!UTM  14      -   0.99991675  x   0.99967557  =   0.99959235
 QS0663
 QS0663:                Primary Azimuth Mark                     Grid Az
 QS0663:SPC SD N     -  HERRIED WT                               275 18 14.0
 QS0663:UTM  14      -  HERRIED WT                               276 01 16.6
 QS0663
 QS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR2159575717(NAD 83)
 QS0663
 QS0663|---------------------------------------------------------------------|
 QS0663| PID    Reference Object                     Distance      Geod. Az  |
 QS0663|                                                           dddmmss.s |
 QS0663| QS0678 MOUND CITY WT                       APPROX.12.4 KM 2025331.5 |
 QS0663| QS0664 HERRIED WT                          APPROX. 4.9 KM 2751749.8 |
 QS0663|---------------------------------------------------------------------|
 QS0663
 QS0663                          SUPERSEDED SURVEY CONTROL
 QS0663
 QS0663  NAD 83(1986)-  45 49 49.99734(N)    100 00 34.14185(W) AD(       ) 3
 QS0663  NAD 27      -  45 49 50.03158(N)    100 00 32.72693(W) AD(       ) 3
 QS0663  NGVD 29 (07/19/86)  552.9    (m)         1814.     (f) VERT ANG       
 QS0663
 QS0663.Superseded values are not recommended for survey control.
 QS0663
 QS0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0663.See file dsdata.pdf to determine how the superseded data were derived.
 QS0663
 QS0663_MARKER: DD = SURVEY DISK
 QS0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0663_STAMPING: ET 2 KE 1964
 QS0663_MARK LOGO: USGS
 QS0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0663+STABILITY: SURFACE MOTION
 QS0663
 QS0663  HISTORY     - Date     Condition        Report By
 QS0663  HISTORY     - 1964     MONUMENTED       USGS
 QS0663
 QS0663                          STATION DESCRIPTION
 QS0663
 QS0663'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0663'HERRIED, ABOUT 3.0 MI E. OF.  IN THE SE. 1/4 SEC. 10, T. 127 N.,
 QS0663'R. 76 W., DUE S. OF THE ABANDONED BRYAN SCHOOL, 633.0 FT W. OF THE
 QS0663'CENTER OF THE TRACK RD., ON THE TOP OF A SMALL HILL OVERLOOKING SPRING
 QS0663'CREEK VALLEY, IN THE PASTURE OF HERB BRANDNER.  STANDARD TABLET SET IN
 QS0663'A CONCRETE POST PROJECTING 1 IN. ABOVE THE GROUND AND STAMPED---ET 2
 QS0663'KE 1964---HERRIED WATER TANK ABOUT 3.0 MI
 QS0663'DISTANT--N 84 DEG 42 MIN W.  MOUND CITY WATER TANK ABOUT 8.0
 QS0663'MI DISTANT--S 22 DEG 54 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0377 ***********************************************************************
 QQ0377  DESIGNATION -  ET 20 JS
 QQ0377  PID         -  QQ0377
 QQ0377  STATE/COUNTY-  SD/ROBERTS
 QQ0377  COUNTRY     -  US
 QQ0377  USGS QUAD   -  SISSETON (2017)
 QQ0377
 QQ0377                         *CURRENT SURVEY CONTROL
 QQ0377  ______________________________________________________________________
 QQ0377* NAD 83(1996) POSITION- 45 44 49.48774(N) 097 01 01.63382(W)   ADJUSTED
 QQ0377* NAVD 88 ORTHO HEIGHT -   366.2   (meters)     1201.    (feet) VERTCON3
 QQ0377  ______________________________________________________________________
 QQ0377  GEOID HEIGHT    -        -25.860 (meters)                     GEOID18
 QQ0377  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 QQ0377  HORZ ORDER      -  THIRD
 QQ0377  VERT ORDER      -  THIRD ? (See Below)
 QQ0377
 QQ0377.The horizontal coordinates were established by classical geodetic methods
 QQ0377.and adjusted by the National Geodetic Survey in January 1998.
 QQ0377
 QQ0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0377
 QQ0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0377.GEOID18 height accuracy estimate available here.
 QQ0377
 QQ0377.The vertical order pertains to the NGVD 29 superseded value.
 QQ0377
 QQ0377.Click photographs - Photos may exist for this station.
 QQ0377
 QQ0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0377
 QQ0377. The following values were computed from the NAD 83(1996) position.
 QQ0377
 QQ0377;                    North         East     Units Scale Factor Converg.
 QQ0377;SPC SD N     -   216,945.038   832,064.698   MT  1.00001293   +2 06 40.0
 QQ0377;SPC SD N     -   711,760.51  2,729,865.60   sFT  1.00001293   +2 06 40.0
 QQ0377;UTM  14      - 5,067,858.975   654,236.250   MT  0.99989247   +1 25 14.0
 QQ0377
 QQ0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0377!SPC SD N     -   0.99994664  x   1.00001293  =   0.99995957
 QQ0377!UTM  14      -   0.99994664  x   0.99989247  =   0.99983912
 QQ0377
 QQ0377:                Primary Azimuth Mark                     Grid Az
 QQ0377:SPC SD N     -  STA 2 CH 1613                            283 32 22.1
 QQ0377:UTM  14      -  STA 2 CH 1613                            284 13 48.1
 QQ0377
 QQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5423667858(NAD 83)
 QQ0377
 QQ0377|---------------------------------------------------------------------|
 QQ0377| PID    Reference Object                     Distance      Geod. Az  |
 QQ0377|                                                           dddmmss.s |
 QQ0377| QQ0370 STA 2 CH 1613                       APPROX. 6.0 KM 2853902.1 |
 QQ0377|---------------------------------------------------------------------|
 QQ0377
 QQ0377                          SUPERSEDED SURVEY CONTROL
 QQ0377
 QQ0377  NAD 83(1986)-  45 44 49.48765(N)    097 01 01.62311(W) AD(       ) 3
 QQ0377  NAD 27      -  45 44 49.63092(N)    097 01 00.32939(W) AD(       ) 3
 QQ0377
 QQ0377.Superseded values are not recommended for survey control.
 QQ0377
 QQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0377.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0377
 QQ0377_MARKER: DD = SURVEY DISK
 QQ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0377_STAMPING: ET 20 JS 1962
 QQ0377_MARK LOGO: USGS
 QQ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0377+STABILITY: SURFACE MOTION
 QQ0377
 QQ0377  HISTORY     - Date     Condition        Report By
 QQ0377  HISTORY     - 1962     MONUMENTED       USGS
 QQ0377
 QQ0377                          STATION DESCRIPTION
 QQ0377
 QQ0377'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0377'SISSETON, 1.5 MI E. AND 6.0 MI N. OF.  795 FT E. OF CROSSROADS (U.S.
 QQ0377'HWY. 81 AND E. - W. GRAVEL RD.) AND APPROX. COR. SECS. 26, 27, 34 AND
 QQ0377'35, T. 127 N., R. 51 W., 59 FT N. OF CENTER OF E. - W. GRAVEL RD., 94
 QQ0377'FT W. OF TELEPHONE POLE, 2 FT S. OF END POST AT S. END OF N. - S.
 QQ0377'FENCE, IN 10 IN. DIAMETER CONCRETE POST PROJECTING ABOUT 1 IN., A
 QQ0377'STANDARD TABLET STAMPED---ET 20 JS 1962---.  TO RED LIGHT ON
 QQ0377'TOP OF CENTER OF LARGEST OF TWO MUNICIPAL WATER TANKS IN SISSETON--
 QQ0377'S 19 DEG 10 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0371 ***********************************************************************
 QQ0371  DESIGNATION -  ET 21 JS
 QQ0371  PID         -  QQ0371
 QQ0371  STATE/COUNTY-  SD/ROBERTS
 QQ0371  COUNTRY     -  US
 QQ0371  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0371
 QQ0371                         *CURRENT SURVEY CONTROL
 QQ0371  ______________________________________________________________________
 QQ0371* NAD 83(1996) POSITION- 45 45 07.18239(N) 097 07 24.69035(W)   ADJUSTED
 QQ0371* NAVD 88 ORTHO HEIGHT -   368.    (meters)     1207.    (feet) SCALED
 QQ0371  ______________________________________________________________________
 QQ0371  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 QQ0371  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 QQ0371  HORZ ORDER      -  THIRD
 QQ0371
 QQ0371.The horizontal coordinates were established by classical geodetic methods
 QQ0371.and adjusted by the National Geodetic Survey in January 1998.
 QQ0371
 QQ0371.The orthometric height was scaled from a topographic map.
 QQ0371
 QQ0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0371.GEOID18 height accuracy estimate available here.
 QQ0371
 QQ0371.Click photographs - Photos may exist for this station.
 QQ0371
 QQ0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0371
 QQ0371. The following values were computed from the NAD 83(1996) position.
 QQ0371
 QQ0371;                    North         East     Units Scale Factor Converg.
 QQ0371;SPC SD N     -   217,191.429   823,770.681   MT  1.00001398   +2 02 08.8
 QQ0371;SPC SD N     -   712,568.88  2,702,654.31   sFT  1.00001398   +2 02 08.8
 QQ0371;UTM  14      - 5,068,205.321   645,946.939   MT  0.99986187   +1 20 39.9
 QQ0371
 QQ0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0371!SPC SD N     -   0.99994630  x   1.00001398  =   0.99996028
 QQ0371!UTM  14      -   0.99994630  x   0.99986187  =   0.99980818
 QQ0371
 QQ0371:                Primary Azimuth Mark                     Grid Az
 QQ0371:SPC SD N     -  STA 2 CH 1613                            065 25 00.7
 QQ0371:UTM  14      -  STA 2 CH 1613                            066 06 29.6
 QQ0371
 QQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4594668205(NAD 83)
 QQ0371
 QQ0371|---------------------------------------------------------------------|
 QQ0371| PID    Reference Object                     Distance      Geod. Az  |
 QQ0371|                                                           dddmmss.s |
 QQ0371| QQ0370 STA 2 CH 1613                       APPROX. 2.8 KM 0672709.5 |
 QQ0371|---------------------------------------------------------------------|
 QQ0371
 QQ0371                          SUPERSEDED SURVEY CONTROL
 QQ0371
 QQ0371  NAD 83(1986)-  45 45 07.18167(N)    097 07 24.67964(W) AD(       ) 3
 QQ0371  NAD 27      -  45 45 07.32702(N)    097 07 23.37110(W) AD(       ) 3
 QQ0371
 QQ0371.Superseded values are not recommended for survey control.
 QQ0371
 QQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0371.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0371
 QQ0371_MARKER: DD = SURVEY DISK
 QQ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0371_STAMPING: ET 21 JS 1962
 QQ0371_MARK LOGO: USGS
 QQ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0371+STABILITY: SURFACE MOTION
 QQ0371
 QQ0371  HISTORY     - Date     Condition        Report By
 QQ0371  HISTORY     - 1962     MONUMENTED       USGS
 QQ0371
 QQ0371                          STATION DESCRIPTION
 QQ0371
 QQ0371'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0371'SISSETON, 3.5 MI W. AND 6.0 MI N. OF.  ABOUT 0.4 MI N. OF COR. SECS.
 QQ0371'25, 26, 35 AND 36, T. 127 N., R. 52 W..  505 FT N. OF CENTER OF N. -
 QQ0371'S. RD. AT TURNOUTS TO FIELDS E. - W..  181 FT S. OF N. - S. RD. AT
 QQ0371'FENCE W..  39 FT E. OF CENTER OF N. - S. RD..  101 FT E. - NE. OF
 QQ0371'CENTER OF WINDMILL.  5 FT N. AND 3 FT E. OF A POWER POLE.  IN 10 IN.
 QQ0371'DIAMETER CONCRETE POST, ABOUT FLUSH WITH GROUND, A STANDARD TABLET
 QQ0371'STAMPED---ET 21 JS 1962---.  TO TIP OF TALL CHURCH SPIRE ABOUT
 QQ0371'4.5 MI DISTANT--N 63 DEG 05 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0373 ***********************************************************************
 QQ0373  DESIGNATION -  ET 22 JS
 QQ0373  PID         -  QQ0373
 QQ0373  STATE/COUNTY-  SD/MARSHALL
 QQ0373  COUNTRY     -  US
 QQ0373  USGS QUAD   -  CLAIRE CITY SW (2017)
 QQ0373
 QQ0373                         *CURRENT SURVEY CONTROL
 QQ0373  ______________________________________________________________________
 QQ0373* NAD 83(1996) POSITION- 45 45 07.93217(N) 097 14 17.40519(W)   ADJUSTED
 QQ0373* NAVD 88 ORTHO HEIGHT -   597.    (meters)     1959.    (feet) SCALED
 QQ0373  ______________________________________________________________________
 QQ0373  GEOID HEIGHT    -        -25.459 (meters)                     GEOID18
 QQ0373  LAPLACE CORR    -         -6.85  (seconds)                    DEFLEC18
 QQ0373  HORZ ORDER      -  THIRD
 QQ0373
 QQ0373.The horizontal coordinates were established by classical geodetic methods
 QQ0373.and adjusted by the National Geodetic Survey in January 1998.
 QQ0373
 QQ0373.The orthometric height was scaled from a topographic map.
 QQ0373
 QQ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0373.GEOID18 height accuracy estimate available here.
 QQ0373
 QQ0373.Click photographs - Photos may exist for this station.
 QQ0373
 QQ0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0373
 QQ0373. The following values were computed from the NAD 83(1996) position.
 QQ0373
 QQ0373;                    North         East     Units Scale Factor Converg.
 QQ0373;SPC SD N     -   216,903.993   814,854.957   MT  1.00001402   +1 57 16.8
 QQ0373;SPC SD N     -   711,625.85  2,673,403.30   sFT  1.00001402   +1 57 16.8
 QQ0373;UTM  14      - 5,068,025.599   637,029.890   MT  0.99983085   +1 15 44.1
 QQ0373
 QQ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0373!SPC SD N     -   0.99991036  x   1.00001402  =   0.99992438
 QQ0373!UTM  14      -   0.99991036  x   0.99983085  =   0.99974123
 QQ0373
 QQ0373:                Primary Azimuth Mark                     Grid Az
 QQ0373:SPC SD N     -  ET 21 JS                                 088 09 10.7
 QQ0373:UTM  14      -  ET 21 JS                                 088 50 43.4
 QQ0373
 QQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3702968025(NAD 83)
 QQ0373
 QQ0373|---------------------------------------------------------------------|
 QQ0373| PID    Reference Object                     Distance      Geod. Az  |
 QQ0373|                                                           dddmmss.s |
 QQ0373| QQ0371 ET 21 JS                            APPROX. 8.9 KM 0900627.5 |
 QQ0373|---------------------------------------------------------------------|
 QQ0373
 QQ0373                          SUPERSEDED SURVEY CONTROL
 QQ0373
 QQ0373  NAD 83(1986)-  45 45 07.93056(N)    097 14 17.39464(W) AD(       ) 3
 QQ0373  NAD 27      -  45 45 08.07781(N)    097 14 16.07040(W) AD(       ) 3
 QQ0373
 QQ0373.Superseded values are not recommended for survey control.
 QQ0373
 QQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0373.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0373
 QQ0373_MARKER: DD = SURVEY DISK
 QQ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0373_STAMPING: ET 22 JS 1962
 QQ0373_MARK LOGO: USGS
 QQ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0373+STABILITY: SURFACE MOTION
 QQ0373
 QQ0373  HISTORY     - Date     Condition        Report By
 QQ0373  HISTORY     - 1962     MONUMENTED       USGS
 QQ0373
 QQ0373                          STATION DESCRIPTION
 QQ0373
 QQ0373'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0373'SISSETON, ABOUT 9.0 MI W. AND 6.0 MI N. OF.  NEAR CENTER OF SEC. 25,
 QQ0373'T. 127 N., R. 53 W., NEAR NE. COR. OF LARGE HAYFIELD AND ON TOP OF LOW
 QQ0373'GRASSY KNOB.  55 FT W. OF COR. OF FENCES S. - W..  1.5 FT N. OF E. -
 QQ0373'W. FENCE.  IN 10 IN. DIAMETER CONCRETE POST PROJECTING 2 IN., A
 QQ0373'STANDARD TABLET STAMPED---ET 22 JS 1962---.  FINIAL ON
 QQ0373'VEBLEN MUNICIPAL WATER TANK--N 17 DEG 58 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0369 ***********************************************************************
 QQ0369  DESIGNATION -  ET 23 JS
 QQ0369  PID         -  QQ0369
 QQ0369  STATE/COUNTY-  SD/ROBERTS
 QQ0369  COUNTRY     -  US
 QQ0369  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0369
 QQ0369                         *CURRENT SURVEY CONTROL
 QQ0369  ______________________________________________________________________
 QQ0369* NAD 83(1996) POSITION- 45 50 55.41513(N) 097 01 18.34649(W)   ADJUSTED
 QQ0369* NAVD 88 ORTHO HEIGHT -   374.7   (meters)     1229.    (feet) VERTCON3
 QQ0369  ______________________________________________________________________
 QQ0369  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 QQ0369  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 QQ0369  HORZ ORDER      -  THIRD
 QQ0369  VERT ORDER      -  THIRD ? (See Below)
 QQ0369
 QQ0369.The horizontal coordinates were established by classical geodetic methods
 QQ0369.and adjusted by the National Geodetic Survey in January 1998.
 QQ0369
 QQ0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0369
 QQ0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0369.GEOID18 height accuracy estimate available here.
 QQ0369
 QQ0369.The vertical order pertains to the NGVD 29 superseded value.
 QQ0369
 QQ0369.Click photographs - Photos may exist for this station.
 QQ0369
 QQ0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0369
 QQ0369. The following values were computed from the NAD 83(1996) position.
 QQ0369
 QQ0369;                    North         East     Units Scale Factor Converg.
 QQ0369;SPC SD N     -   228,222.111   831,288.146   MT  1.00003613   +2 06 28.1
 QQ0369;SPC SD N     -   748,758.71  2,727,317.86   sFT  1.00003613   +2 06 28.1
 QQ0369;UTM  14      - 5,079,143.073   653,595.515   MT  0.99989004   +1 25 10.8
 QQ0369
 QQ0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0369!SPC SD N     -   0.99994532  x   1.00003613  =   0.99998144
 QQ0369!UTM  14      -   0.99994532  x   0.99989004  =   0.99983536
 QQ0369
 QQ0369:                Primary Azimuth Mark                     Grid Az
 QQ0369:SPC SD N     -  ET 24 JS                                 284 36 06.7
 QQ0369:UTM  14      -  ET 24 JS                                 285 17 24.0
 QQ0369
 QQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5359579143(NAD 83)
 QQ0369
 QQ0369|---------------------------------------------------------------------|
 QQ0369| PID    Reference Object                     Distance      Geod. Az  |
 QQ0369|                                                           dddmmss.s |
 QQ0369| QQ0372 ET 24 JS                            APPROX. 8.3 KM 2864234.8 |
 QQ0369|---------------------------------------------------------------------|
 QQ0369
 QQ0369                          SUPERSEDED SURVEY CONTROL
 QQ0369
 QQ0369  NAD 83(1986)-  45 50 55.41468(N)    097 01 18.33711(W) AD(       ) 3
 QQ0369  NAD 27      -  45 50 55.55827(N)    097 01 17.03857(W) AD(       ) 3
 QQ0369
 QQ0369.Superseded values are not recommended for survey control.
 QQ0369
 QQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0369.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0369
 QQ0369_MARKER: DD = SURVEY DISK
 QQ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0369_STAMPING: ET 23 JS 1962
 QQ0369_MARK LOGO: USGS
 QQ0369_PROJECTION: FLUSH
 QQ0369_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0369+STABILITY: SURFACE MOTION
 QQ0369
 QQ0369  HISTORY     - Date     Condition        Report By
 QQ0369  HISTORY     - 1962     MONUMENTED       USGS
 QQ0369  HISTORY     - 19950101 GOOD             SDDENR
 QQ0369
 QQ0369                          STATION DESCRIPTION
 QQ0369
 QQ0369'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0369'HAMMER, 0.5 MI S. OF.  CLAIRE CITY, 0.5 MI S. OF AND 4.0 MI E. OF.
 QQ0369'217 FT W. OF CROSSROADS AND APPROX. COR. SECS. 22, 23, 26, AND 27, T.
 QQ0369'128 N., R. 51 W..  46 FT N. OF CENTER OF E. - W. RD., 1 FT N. AND 3 FT
 QQ0369'E. OF A PHONE POLE, 2 FT N. AND 1 FT E. OF A COR. POST MARKING THE SW.
 QQ0369'COR. OF A CEMETERY.  IN A 10 IN. DIAMETER CONCRETE POST, PROJECTING 1
 QQ0369'IN., A STANDARD TABLET STAMPED---ET 23 JS 1962---.  TOP OF
 QQ0369'MAST ON WINDMILL ABOUT 1.0 MI DISTANT--S 09 DEG 22 MIN E.
 QQ0369
 QQ0369                          STATION RECOVERY (1995)
 QQ0369
 QQ0369'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0369'FOUND IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2328 ***********************************************************************
 PU2328  DESIGNATION -  ET 23 WDM
 PU2328  PID         -  PU2328
 PU2328  STATE/COUNTY-  SD/LAWRENCE
 PU2328  COUNTRY     -  US
 PU2328  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2328
 PU2328                         *CURRENT SURVEY CONTROL
 PU2328  ______________________________________________________________________
 PU2328* NAD 83(1996) POSITION- 44 28 30.59032(N) 103 42 08.94177(W)   ADJUSTED
 PU2328* NAVD 88 ORTHO HEIGHT -  1379.    (meters)     4524.    (feet) SCALED
 PU2328  ______________________________________________________________________
 PU2328  GEOID HEIGHT    -        -14.798 (meters)                     GEOID18
 PU2328  LAPLACE CORR    -         -7.77  (seconds)                    DEFLEC18
 PU2328  HORZ ORDER      -  SECOND
 PU2328
 PU2328.The horizontal coordinates were established by classical geodetic methods
 PU2328.and adjusted by the National Geodetic Survey in January 1998.
 PU2328
 PU2328.The orthometric height was scaled from a topographic map.
 PU2328
 PU2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2328.GEOID18 height accuracy estimate available here.
 PU2328
 PU2328.Click photographs - Photos may exist for this station.
 PU2328
 PU2328.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2328
 PU2328. The following values were computed from the NAD 83(1996) position.
 PU2328
 PU2328;                    North         East     Units Scale Factor Converg.
 PU2328;SPC SD N     -    78,056.883   305,523.941   MT  0.99998931   -2 37 13.4
 PU2328;SPC SD N     -   256,091.62  1,002,373.13   sFT  0.99998931   -2 37 13.4
 PU2328;UTM  13      - 4,925,469.153   603,193.572   MT  0.99973096   +0 54 32.8
 PU2328
 PU2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2328!SPC SD N     -   0.99978622  x   0.99998931  =   0.99977553
 PU2328!UTM  13      -   0.99978622  x   0.99973096  =   0.99951723
 PU2328
 PU2328:                Primary Azimuth Mark                     Grid Az
 PU2328:SPC SD N     -  BEAR                                     092 18 55.7
 PU2328:UTM  13      -  BEAR                                     088 47 09.5
 PU2328
 PU2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0319325469(NAD 83)
 PU2328
 PU2328|---------------------------------------------------------------------|
 PU2328| PID    Reference Object                     Distance      Geod. Az  |
 PU2328|                                                           dddmmss.s |
 PU2328| CQ3696 ET 23 WDM RM 1                        8.840 METERS 00632     |
 PU2328| PU2319 BEAR                                APPROX.21.9 KM 0894142.3 |
 PU2328| CQ3697 ET 23 WDM RM 2                        5.706 METERS 18134     |
 PU2328| PU2348 BLACK HILLS AIRPORT BEACON          APPROX. 6.1 KM 2692325.8 |
 PU2328|---------------------------------------------------------------------|
 PU2328
 PU2328                          SUPERSEDED SURVEY CONTROL
 PU2328
 PU2328  NAD 83(1993)-  44 28 30.58381(N)    103 42 08.94375(W) AD(       ) 2
 PU2328  NAD 83(1986)-  44 28 30.57935(N)    103 42 08.93692(W) AD(       ) 2
 PU2328  NAD 27      -  44 28 30.63700(N)    103 42 07.23020(W) AD(       ) 2
 PU2328
 PU2328.Superseded values are not recommended for survey control.
 PU2328
 PU2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2328.See file dsdata.pdf to determine how the superseded data were derived.
 PU2328
 PU2328_MARKER: DB = BENCH MARK DISK
 PU2328_SETTING: 66 = SET IN ROCK OUTCROP
 PU2328_STAMPING: ET 23 WDM 1960
 PU2328_MARK LOGO: USGS
 PU2328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2328+STABILITY: POSITION/ELEVATION WELL
 PU2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2328+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2021
 PU2328
 PU2328  HISTORY     - Date     Condition        Report By
 PU2328  HISTORY     - 1960     MONUMENTED       USGS
 PU2328  HISTORY     - 1962     GOOD             CGS
 PU2328  HISTORY     - 20210311 GOOD             SDDT
 PU2328
 PU2328                          STATION DESCRIPTION
 PU2328
 PU2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2328'STATION IS LOCATED ON THE SUMMIT OF ELKHORN PEAK, ABOUT 7.0 MILES
 PU2328'EAST-SOUTHEAST OF SPEARFISH, 4-1/2 MILES SOUTH-SOUTHEAST OF SAINT
 PU2328'ONGE AND IT IS IN THE NORTHWEST 1/4 OF SECTION 24, T 6 N, R 3 E
 PU2328'ON PROPERTY OWNED BY MR. HENERY J. FRAWLEY.
 PU2328'
 PU2328'TO REACH THE STATION FROM THE POST OFFICE IN SPEARFISH, GO SOUTHEAST
 PU2328'AND EAST ON U.S. HIGHWAYS 14 AND 85 FOR 6.4 MILES TO A FORK,
 PU2328'TAKE THE RIGHT FORK AND GO SOUTH ON U.S. HIGHWAY 85 FOR 0.4
 PU2328'MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH WIRE GATE
 PU2328'AND GO EAST ALONG THE NORTH SIDE OF A WIRE FENCE FOR 0.35 MILE TO
 PU2328'A SMALL PUMP HOUSE AND STOCK TANK, TURN LEFT AND GO
 PU2328'NORTHEASTERLY CROSSING A SMALL CREEK THENCE NORTH FOR 0.25 MILE
 PU2328'ON A VERY DIM TRACK TRAIL, TURN RIGHT AND GO EASTERLY
 PU2328'ALONG THE CREST OF A RIDGE UP A STEEP ROCKY SLOPE FOR 0.6 MILE
 PU2328'TO THE SUMMIT OF A RIDGE, BEAR LEFT AND GO NORTHEAST ON A
 PU2328'DIM TRACK TRAIL FOR 0.15 MILE TO A NARROW RIDGE BETWEEN TWO
 PU2328'DRAWS, CROSS OVER RIDGE AND BEAR NORTHERLY ALONG THE SIDE
 PU2328'HILL TO A DIM BULLDOZED TRAIL FOR A TOTAL DISTANCE OF 0.35 MILE,
 PU2328'FROM HERE TURN RIGHT AND GO SOUTHEASTERLY UP A STEEP
 PU2328'ROCKY SLOPE FOR 0.4 MILE TO THE HIGHEST POINT AND STATION AS
 PU2328'DESCRIBED.  A TWO WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE
 PU2328'STATION IN DRY WEATHER ONLY.
 PU2328'
 PU2328'STATION MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK SURVEY DISK
 PU2328'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS STAMPED--ET 23 WDM
 PU2328'1960 AND IT IS FLUSH WITH THE GROUND.
 PU2328'
 PU2328'R.M. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 PU2328'IN BEDROCK, ABOUT 20 FEET NORTH OF THE HIGHEST POINT.  IT IS
 PU2328'STAMPED--ET 23 WDM USGS NO 1 1962
 PU2328'
 PU2328'R.M. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 PU2328'IN BEDROCK, ABOUT 30 FEET SOUTHWEST OF THE HIGHEST POINT.  IT
 PU2328'IS STAMPED--ET 23 WDM USGS NO 2 1962.
 PU2328'
 PU2328'NO R.M. 1 TO R.M. 2 MEASUREMENT.
 PU2328
 PU2328                          STATION RECOVERY (2021)
 PU2328
 PU2328'RECOVERY NOTE BY SD DEPT OF TRANSP 2021 (JCC)
 PU2328'MARK WAS FOUND AS DESCRIBED.  CONTACT ELKHORN RIDGE OR FRAWLEY RANCH
 PU2328'FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0372 ***********************************************************************
 QQ0372  DESIGNATION -  ET 24 JS
 QQ0372  PID         -  QQ0372
 QQ0372  STATE/COUNTY-  SD/ROBERTS
 QQ0372  COUNTRY     -  US
 QQ0372  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0372
 QQ0372                         *CURRENT SURVEY CONTROL
 QQ0372  ______________________________________________________________________
 QQ0372* NAD 83(1996) POSITION- 45 52 12.39697(N) 097 07 26.22228(W)   ADJUSTED
 QQ0372* NAVD 88 ORTHO HEIGHT -   373.6   (meters)     1226.    (feet) VERTCON3
 QQ0372  ______________________________________________________________________
 QQ0372  GEOID HEIGHT    -        -25.764 (meters)                     GEOID18
 QQ0372  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 QQ0372  HORZ ORDER      -  THIRD
 QQ0372  VERT ORDER      -  THIRD ? (See Below)
 QQ0372
 QQ0372.The horizontal coordinates were established by classical geodetic methods
 QQ0372.and adjusted by the National Geodetic Survey in January 1998.
 QQ0372
 QQ0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0372
 QQ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0372.GEOID18 height accuracy estimate available here.
 QQ0372
 QQ0372.The vertical order pertains to the NGVD 29 superseded value.
 QQ0372
 QQ0372.Click photographs - Photos may exist for this station.
 QQ0372
 QQ0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0372
 QQ0372. The following values were computed from the NAD 83(1996) position.
 QQ0372
 QQ0372;                    North         East     Units Scale Factor Converg.
 QQ0372;SPC SD N     -   230,310.548   823,271.283   MT  1.00004141   +2 02 07.8
 QQ0372;SPC SD N     -   755,610.52  2,701,015.87   sFT  1.00004141   +2 02 07.8
 QQ0372;UTM  14      - 5,081,327.323   645,605.630   MT  0.99986064   +1 20 48.5
 QQ0372
 QQ0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0372!SPC SD N     -   0.99994548  x   1.00004141  =   0.99998688
 QQ0372!UTM  14      -   0.99994548  x   0.99986064  =   0.99980612
 QQ0372
 QQ0372:                Primary Azimuth Mark                     Grid Az
 QQ0372:SPC SD N     -  ET 23 JS                                 104 36 03.0
 QQ0372:UTM  14      -  ET 23 JS                                 105 17 22.3
 QQ0372
 QQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4560581327(NAD 83)
 QQ0372
 QQ0372|---------------------------------------------------------------------|
 QQ0372| PID    Reference Object                     Distance      Geod. Az  |
 QQ0372|                                                           dddmmss.s |
 QQ0372| QQ0369 ET 23 JS                            APPROX. 8.3 KM 1063810.8 |
 QQ0372|---------------------------------------------------------------------|
 QQ0372
 QQ0372                          SUPERSEDED SURVEY CONTROL
 QQ0372
 QQ0372  NAD 83(1986)-  45 52 12.39597(N)    097 07 26.21316(W) AD(       ) 3
 QQ0372  NAD 27      -  45 52 12.54140(N)    097 07 24.90018(W) AD(       ) 3
 QQ0372
 QQ0372.Superseded values are not recommended for survey control.
 QQ0372
 QQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0372.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0372
 QQ0372_MARKER: DD = SURVEY DISK
 QQ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0372_STAMPING: ET 24 JS 1962
 QQ0372_MARK LOGO: USGS
 QQ0372_PROJECTION: FLUSH
 QQ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0372+STABILITY: SURFACE MOTION
 QQ0372
 QQ0372  HISTORY     - Date     Condition        Report By
 QQ0372  HISTORY     - 1962     MONUMENTED       USGS
 QQ0372
 QQ0372                          STATION DESCRIPTION
 QQ0372
 QQ0372'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0372'CLAIRE CITY, 1.0 MI W. AND 1.0 MI N. OF, NEAR QUARTER COR. BETWEEN
 QQ0372'SECS. 13 AND 14, T. 128 N., R. 52 W..  48 FT E. OF CENTER OF N. - S.
 QQ0372'GRAVEL RD..  48 FT N. AND 13 FT E. OF A POWER POLE.  3.5 FT W. OF POST
 QQ0372'AT W. END OF AN E. - W. FENCE, THROUGH CENTER OF SEC. 13.  IN A 10 IN.
 QQ0372'DIAMETER CONCRETE POST, ABOUT FLUSH WITH GROUND, A STANDARD TABLET
 QQ0372'STAMPED---ET 24 JS 1962---.  TIP OF HIGH SPIRE ON CHURCH
 QQ0372'ABOUT 2.0 MI DISTANT--S 45 DEG 40 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0691 ***********************************************************************
 QS0691  DESIGNATION -  ET 3 KE
 QS0691  PID         -  QS0691
 QS0691  STATE/COUNTY-  SD/CAMPBELL
 QS0691  COUNTRY     -  US
 QS0691  USGS QUAD   -  SELBY NW (2017)
 QS0691
 QS0691                         *CURRENT SURVEY CONTROL
 QS0691  ______________________________________________________________________
 QS0691* NAD 83(1996) POSITION- 45 44 46.44258(N) 100 07 52.09307(W)   ADJUSTED
 QS0691* NAVD 88 ORTHO HEIGHT -   564.5   (meters)     1852.    (feet) VERTCON3
 QS0691  ______________________________________________________________________
 QS0691  GEOID HEIGHT    -        -22.168 (meters)                     GEOID18
 QS0691  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 QS0691  HORZ ORDER      -  THIRD
 QS0691
 QS0691.The horizontal coordinates were established by classical geodetic methods
 QS0691.and adjusted by the National Geodetic Survey in January 1998.
 QS0691
 QS0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0691
 QS0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0691.GEOID18 height accuracy estimate available here.
 QS0691
 QS0691.Click photographs - Photos may exist for this station.
 QS0691
 QS0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0691
 QS0691. The following values were computed from the NAD 83(1996) position.
 QS0691
 QS0691;                    North         East     Units Scale Factor Converg.
 QS0691;SPC SD N     -   212,583.519   589,795.234   MT  1.00001275   -0 05 34.1
 QS0691;SPC SD N     -   697,451.10  1,935,019.86   sFT  1.00001275   -0 05 34.1
 QS0691;UTM  14      - 5,066,475.101   412,014.048   MT  0.99969517   -0 48 36.8
 QS0691
 QS0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0691!SPC SD N     -   0.99991499  x   1.00001275  =   0.99992773
 QS0691!UTM  14      -   0.99991499  x   0.99969517  =   0.99961018
 QS0691
 QS0691:                Primary Azimuth Mark                     Grid Az
 QS0691:SPC SD N     -  SELBY WT                                 163 40 23.3
 QS0691:UTM  14      -  SELBY WT                                 164 23 26.0
 QS0691
 QS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1201466475(NAD 83)
 QS0691
 QS0691|---------------------------------------------------------------------|
 QS0691| PID    Reference Object                     Distance      Geod. Az  |
 QS0691|                                                           dddmmss.s |
 QS0691| QS0664 HERRIED WT                          APPROX.10.8 KM 0245642.8 |
 QS0691| QS0684 SELBY WT                            APPROX.27.4 KM 1633449.2 |
 QS0691|---------------------------------------------------------------------|
 QS0691
 QS0691                          SUPERSEDED SURVEY CONTROL
 QS0691
 QS0691  NAD 83(1986)-  45 44 46.43244(N)    100 07 52.08916(W) AD(       ) 3
 QS0691  NAD 27      -  45 44 46.45961(N)    100 07 50.65843(W) AD(       ) 3
 QS0691  NGVD 29 (07/19/86)  564.1    (m)         1851.     (f) VERT ANG       
 QS0691
 QS0691.Superseded values are not recommended for survey control.
 QS0691
 QS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0691.See file dsdata.pdf to determine how the superseded data were derived.
 QS0691
 QS0691_MARKER: DD = SURVEY DISK
 QS0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0691_STAMPING: ET 3 KE 1964
 QS0691_MARK LOGO: USGS
 QS0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0691+STABILITY: SURFACE MOTION
 QS0691
 QS0691  HISTORY     - Date     Condition        Report By
 QS0691  HISTORY     - 1964     MONUMENTED       USGS
 QS0691
 QS0691                          STATION DESCRIPTION
 QS0691
 QS0691'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0691'MOUND CITY, ABOUT 1.5 MI N. AND 3.0 MI W. OF.  0.3 MI N. OF LAKE
 QS0691'CAMPBELL, AT THE QUARTER COR. BETWEEN SECS. 10 AND 11, T. 126 N.,
 QS0691'R. 77 W., 30 FT E. OF THE CENTER OF A N. - S. TRACK RD., 3.0 FT N. AND
 QS0691'5.0 FT E. OF A FENCE COR., 5.0 FT E. OF A METAL WITNESS POST.  A
 QS0691'STANDARD TABLET SET IN A CONCRETE POST PROJECTING 2 IN. ABOVE THE
 QS0691'GROUND STAMPED---ET 3 KE 1964---HERRIED WATER TANK 6.5 MI
 QS0691'DISTANT-N 24 DEG 57 MIN E.  SELBY WATER TANK ABOUT 17 MI DISTANT--
 QS0691'S 16 DEG 25 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0936 ***********************************************************************
 OT0936  DESIGNATION -  ET 4 DM
 OT0936  PID         -  OT0936
 OT0936  STATE/COUNTY-  SD/SHANNON
 OT0936  COUNTRY     -  US
 OT0936  USGS QUAD   -  PINE RIDGE SW (2017)
 OT0936
 OT0936                         *CURRENT SURVEY CONTROL
 OT0936  ______________________________________________________________________
 OT0936* NAD 83(1986) POSITION- 43 07 09.01   (N) 102 38 53.98   (W)   HD_HELD1
 OT0936* NAVD 88 ORTHO HEIGHT -   952.211 (meters)     3124.05  (feet) ADJUSTED
 OT0936  ______________________________________________________________________
 OT0936  GEOID HEIGHT    -        -18.019 (meters)                     GEOID18
 OT0936  DYNAMIC HEIGHT  -        951.803 (meters)     3122.71  (feet) COMP
 OT0936  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 OT0936
 OT0936  VERT ORDER      -  FIRST     CLASS II
 OT0936
 OT0936.The horizontal coordinates were determined by differentially corrected
 OT0936.hand held GPS observations or other comparable positioning techniques
 OT0936.and have an estimated accuracy of +/- 3 meters.
 OT0936
 OT0936.The orthometric height was determined by differential leveling and
 OT0936.adjusted by the NATIONAL GEODETIC SURVEY
 OT0936.in June 1994.
 OT0936
 OT0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0936.GEOID18 height accuracy estimate available here.
 OT0936
 OT0936.Click photographs - Photos may exist for this station.
 OT0936
 OT0936.The dynamic height is computed by dividing the NAVD 88
 OT0936.geopotential number by the normal gravity value computed on the
 OT0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0936.degrees latitude (g = 980.6199 gals.).
 OT0936
 OT0936.The modeled gravity was interpolated from observed gravity values.
 OT0936
 OT0936;                    North         East    Units  Estimated Accuracy
 OT0936;SPC SD S     -    89,924.9     411,633.2     MT  (+/- 3 meters HH1 GPS) 
 OT0936
 OT0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9131376732(NAD 83)
 OT0936
 OT0936                          SUPERSEDED SURVEY CONTROL
 OT0936
 OT0936.No superseded survey control is available for this station.
 OT0936
 OT0936_MARKER: DD = SURVEY DISK
 OT0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0936_STAMPING: ET 4 DM 1966 3022
 OT0936_MARK LOGO: USGS
 OT0936_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0936_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0936+STABILITY: SURFACE MOTION
 OT0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0936+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0936
 OT0936  HISTORY     - Date     Condition        Report By
 OT0936  HISTORY     - 1966     MONUMENTED       USGS
 OT0936  HISTORY     - 19930919 GOOD             NGS
 OT0936
 OT0936                          STATION DESCRIPTION
 OT0936
 OT0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OT0936'13.8 KM (8.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST
 OT0936'OFFICE IN PINE RIDGE, 119.9 M (393.4 FT) NORTHWEST OF THE CENTER OF A
 OT0936'DRIVEWAY LEADING TO THE SEVEN DAY ADVENTIST MISSION, 22.0 M (72.2 FT)
 OT0936'NORTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 13.1 M (43.0 FT)
 OT0936'NORTH OF A UTILITY POLE, 1.3 M (4.3 FT) SOUTHEAST OF A METAL WITNESS
 OT0936'POST, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE
 OT0936'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0662 ***********************************************************************
 QS0662  DESIGNATION -  ET 4 KE
 QS0662  PID         -  QS0662
 QS0662  STATE/COUNTY-  SD/CAMPBELL
 QS0662  COUNTRY     -  US
 QS0662  USGS QUAD   -  HERREID (2017)
 QS0662
 QS0662                         *CURRENT SURVEY CONTROL
 QS0662  ______________________________________________________________________
 QS0662* NAD 83(1996) POSITION- 45 45 58.13054(N) 100 00 25.22301(W)   ADJUSTED
 QS0662* NAVD 88 ORTHO HEIGHT -   546.6   (meters)     1793.    (feet) VERTCON3
 QS0662  ______________________________________________________________________
 QS0662  GEOID HEIGHT    -        -22.319 (meters)                     GEOID18
 QS0662  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 QS0662  HORZ ORDER      -  THIRD
 QS0662
 QS0662.The horizontal coordinates were established by classical geodetic methods
 QS0662.and adjusted by the National Geodetic Survey in January 1998.
 QS0662
 QS0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0662
 QS0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0662.GEOID18 height accuracy estimate available here.
 QS0662
 QS0662.Click photographs - Photos may exist for this station.
 QS0662
 QS0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0662
 QS0662. The following values were computed from the NAD 83(1996) position.
 QS0662
 QS0662;                    North         East     Units Scale Factor Converg.
 QS0662;SPC SD N     -   214,788.608   599,454.971   MT  1.00001704   -0 00 17.9
 QS0662;SPC SD N     -   704,685.62  1,966,711.85   sFT  1.00001704   -0 00 17.9
 QS0662;UTM  14      - 5,068,558.448   421,697.428   MT  0.99967538   -0 43 17.6
 QS0662
 QS0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0662!SPC SD N     -   0.99991782  x   1.00001704  =   0.99993486
 QS0662!UTM  14      -   0.99991782  x   0.99967538  =   0.99959322
 QS0662
 QS0662:                Primary Azimuth Mark                     Grid Az
 QS0662:SPC SD N     -  MOUND CITY WT                            229 30 51.5
 QS0662:UTM  14      -  MOUND CITY WT                            230 13 51.2
 QS0662
 QS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR2169768558(NAD 83)
 QS0662
 QS0662|---------------------------------------------------------------------|
 QS0662| PID    Reference Object                     Distance      Geod. Az  |
 QS0662|                                                           dddmmss.s |
 QS0662| QS0678 MOUND CITY WT                       APPROX. 6.6 KM 2293033.6 |
 QS0662| QS0664 HERRIED WT                          APPROX. 9.1 KM 3261840.7 |
 QS0662|---------------------------------------------------------------------|
 QS0662
 QS0662                          SUPERSEDED SURVEY CONTROL
 QS0662
 QS0662  NAD 83(1986)-  45 45 58.11954(N)    100 00 25.21844(W) AD(       ) 3
 QS0662  NAD 27      -  45 45 58.15092(N)    100 00 23.80036(W) AD(       ) 3
 QS0662  NGVD 29 (07/19/86)  546.2    (m)         1792.     (f) VERT ANG       
 QS0662
 QS0662.Superseded values are not recommended for survey control.
 QS0662
 QS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0662.See file dsdata.pdf to determine how the superseded data were derived.
 QS0662
 QS0662_MARKER: DD = SURVEY DISK
 QS0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0662_STAMPING: ET 4 KE 1964
 QS0662_MARK LOGO: USGS
 QS0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0662+STABILITY: SURFACE MOTION
 QS0662
 QS0662  HISTORY     - Date     Condition        Report By
 QS0662  HISTORY     - 1964     MONUMENTED       USGS
 QS0662
 QS0662                          STATION DESCRIPTION
 QS0662
 QS0662'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0662'MOUND CITY, ABOUT 3.0 MI N. AND 3.0 MI E. OF.  1.0 MI E. OF MCCLAREM
 QS0662'LAKE, IN THE NE. 1/4 OF SEC. 3, T. 126 N., R. 76 E., 457 FT S. OF THE
 QS0662'HWY. RIGHT - OF - WAY FENCE, 1 FT W. OF A N. - S. FENCE, 38 FT E. OF A
 QS0662'LARGE PARTIALLY EXPOSED BOULDER, 3 FT S. OF A METAL WITNESS POST.  A
 QS0662'STANDARD TABLET SET IN A CONCRETE POST PROJECTING 2 IN. ABOVE THE
 QS0662'GROUND AND STAMPED---ET 4 KE 1964---HERRIED WATER TANK ABOUT
 QS0662'5.0 MI DISTANT--N 33 DEG 47 MIN W.  MOUND CITY WATER TANK ABOUT 4.0
 QS0662'MI DISTANT--S 49 DEG 25 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0676 ***********************************************************************
 QS0676  DESIGNATION -  ET 5 KE
 QS0676  PID         -  QS0676
 QS0676  STATE/COUNTY-  SD/CAMPBELL
 QS0676  COUNTRY     -  US
 QS0676  USGS QUAD   -  MOUND CITY (2017)
 QS0676
 QS0676                         *CURRENT SURVEY CONTROL
 QS0676  ______________________________________________________________________
 QS0676* NAD 83(1996) POSITION- 45 37 37.92140(N) 100 00 24.10578(W)   ADJUSTED
 QS0676* NAVD 88 ORTHO HEIGHT -   552.8   (meters)     1814.    (feet) VERTCON3
 QS0676  ______________________________________________________________________
 QS0676  GEOID HEIGHT    -        -22.382 (meters)                     GEOID18
 QS0676  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 QS0676  HORZ ORDER      -  THIRD
 QS0676
 QS0676.The horizontal coordinates were established by classical geodetic methods
 QS0676.and adjusted by the National Geodetic Survey in January 1998.
 QS0676
 QS0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0676
 QS0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0676.GEOID18 height accuracy estimate available here.
 QS0676
 QS0676.Click photographs - Photos may exist for this station.
 QS0676
 QS0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0676
 QS0676. The following values were computed from the NAD 83(1996) position.
 QS0676
 QS0676;                    North         East     Units Scale Factor Converg.
 QS0676;SPC SD N     -   199,345.245   599,477.835   MT  0.99998965   -0 00 17.1
 QS0676;SPC SD N     -   654,018.52  1,966,786.86   sFT  0.99998965   -0 00 17.1
 QS0676;UTM  14      - 5,053,121.059   421,527.432   MT  0.99967571   -0 43 10.7
 QS0676
 QS0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0676!SPC SD N     -   0.99991685  x   0.99998965  =   0.99990651
 QS0676!UTM  14      -   0.99991685  x   0.99967571  =   0.99959259
 QS0676
 QS0676:                Primary Azimuth Mark                     Grid Az
 QS0676:SPC SD N     -  JAVA WT                                  145 46 24.6
 QS0676:UTM  14      -  JAVA WT                                  146 29 18.2
 QS0676
 QS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR2152753121(NAD 83)
 QS0676
 QS0676|---------------------------------------------------------------------|
 QS0676| PID    Reference Object                     Distance      Geod. Az  |
 QS0676|                                                           dddmmss.s |
 QS0676| QR0695 JAVA WT                             APPROX.16.7 KM 1454607.5 |
 QS0676| QS0684 SELBY WT                            APPROX.13.2 KM 1883332.1 |
 QS0676|---------------------------------------------------------------------|
 QS0676
 QS0676                          SUPERSEDED SURVEY CONTROL
 QS0676
 QS0676  NAD 83(1986)-  45 37 37.91032(N)    100 00 24.10334(W) AD(       ) 3
 QS0676  NAD 27      -  45 37 37.94116(N)    100 00 22.67692(W) AD(       ) 3
 QS0676  NGVD 29 (07/19/86)  552.4    (m)         1812.     (f) VERT ANG       
 QS0676
 QS0676.Superseded values are not recommended for survey control.
 QS0676
 QS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0676.See file dsdata.pdf to determine how the superseded data were derived.
 QS0676
 QS0676_MARKER: DD = SURVEY DISK
 QS0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0676_STAMPING: ET 5 KE 1964
 QS0676_MARK LOGO: USGS
 QS0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0676+STABILITY: SURFACE MOTION
 QS0676
 QS0676  HISTORY     - Date     Condition        Report By
 QS0676  HISTORY     - 1964     MONUMENTED       USGS
 QS0676
 QS0676                          STATION DESCRIPTION
 QS0676
 QS0676'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0676'SELBY, ABOUT 8.0 MI N. AND 1.5 MI E. OF.  IN THE SW. 1/4 OF SEC. 23,
 QS0676'T. 125 N., R. 76 W., 0.3 MI N. OF A T - RD. N., 31.0 FT E. OF THE E.
 QS0676'N. - S. TRACK RD., 1.0 FT W. OF THE RIGHT - OF - WAY FENCE AND METAL
 QS0676'WITNESS POST.  A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 2.0
 QS0676'IN. ABOVE THE GROUND AND STAMPED---ET 5 KE 1964---SELBY
 QS0676'WATER TANK ABOUT 8.0 MI DISTANT--S 08 DEG 33 MIN W.  JAVA WATER TANK
 QS0676'ABOUT 9.0 MI DISTANT--S 34 DEG 14 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0728 ***********************************************************************
 QS0728  DESIGNATION -  ET 6 KE
 QS0728  PID         -  QS0728
 QS0728  STATE/COUNTY-  SD/WALWORTH
 QS0728  COUNTRY     -  US
 QS0728  USGS QUAD   -  AKASKA NE (2017)
 QS0728
 QS0728                         *CURRENT SURVEY CONTROL
 QS0728  ______________________________________________________________________
 QS0728* NAD 83(1996) POSITION- 45 29 35.44923(N) 100 00 02.26791(W)   ADJUSTED
 QS0728* NAVD 88 ORTHO HEIGHT -   597.6   (meters)     1961.    (feet) VERTCON3
 QS0728  ______________________________________________________________________
 QS0728  GEOID HEIGHT    -        -22.332 (meters)                     GEOID18
 QS0728  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 QS0728  HORZ ORDER      -  THIRD
 QS0728
 QS0728.The horizontal coordinates were established by classical geodetic methods
 QS0728.and adjusted by the National Geodetic Survey in January 1998.
 QS0728
 QS0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0728
 QS0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0728.GEOID18 height accuracy estimate available here.
 QS0728
 QS0728.Click photographs - Photos may exist for this station.
 QS0728
 QS0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0728
 QS0728. The following values were computed from the NAD 83(1996) position.
 QS0728
 QS0728;                    North         East     Units Scale Factor Converg.
 QS0728;SPC SD N     -   184,450.186   599,950.758   MT  0.99996884   -0 00 01.6
 QS0728;SPC SD N     -   605,150.32  1,968,338.45   sFT  0.99996884   -0 00 01.6
 QS0728;UTM  14      - 5,038,225.783   421,814.607   MT  0.99967516   -0 42 49.1
 QS0728
 QS0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0728!SPC SD N     -   0.99990982  x   0.99996884  =   0.99987867
 QS0728!UTM  14      -   0.99990982  x   0.99967516  =   0.99958501
 QS0728
 QS0728:                Primary Azimuth Mark                     Grid Az
 QS0728:SPC SD N     -  JAVA WT                                  083 10 45.7
 QS0728:UTM  14      -  JAVA WT                                  083 53 33.2
 QS0728
 QS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR2181438225(NAD 83)
 QS0728
 QS0728|---------------------------------------------------------------------|
 QS0728| PID    Reference Object                     Distance      Geod. Az  |
 QS0728|                                                           dddmmss.s |
 QS0728| QR0695 JAVA WT                             APPROX. 9.0 KM 0831044.1 |
 QS0728| QS0684 SELBY WT                            APPROX. 3.0 KM 3062824.5 |
 QS0728|---------------------------------------------------------------------|
 QS0728
 QS0728                          SUPERSEDED SURVEY CONTROL
 QS0728
 QS0728  NAD 83(1986)-  45 29 35.43821(N)    100 00 02.26712(W) AD(       ) 3
 QS0728  NAD 27      -  45 29 35.46805(N)    100 00 00.83213(W) AD(       ) 3
 QS0728  NGVD 29 (07/19/86)  597.2    (m)         1959.     (f) VERT ANG       
 QS0728
 QS0728.Superseded values are not recommended for survey control.
 QS0728
 QS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0728.See file dsdata.pdf to determine how the superseded data were derived.
 QS0728
 QS0728_MARKER: DD = SURVEY DISK
 QS0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0728_STAMPING: ET 6 KE 1964
 QS0728_MARK LOGO: USGS
 QS0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0728+STABILITY: SURFACE MOTION
 QS0728
 QS0728  HISTORY     - Date     Condition        Report By
 QS0728  HISTORY     - 1964     MONUMENTED       USGS
 QS0728
 QS0728                          STATION DESCRIPTION
 QS0728
 QS0728'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0728'SELABY, ABOUT 1.0 MI S. AND 2.0 MI E. OF.  IN THE SE. 1/4 SEC. 3,
 QS0728'T. 123 N., R. 76 W., 0.2 MI W. OF CROSSROADS, 317 FT E. OF A T - FENCE
 QS0728'N. AND 276 FT W. OF ANOTHER T - FENCE N., 1.0 FT S. OF THE RIGHT - OF
 QS0728'- WAY FENCE, ABOUT 30 FT N. OF AN E. - W. RD., 2.0 FT E. OF A METAL
 QS0728'WITNESS POST.  A STANDARD TABLET STAMPED---ET 6 KE 1964---AND SET IN
 QS0728'A CONCRETE POST PROJECTING 2 IN ABOVE THE GROUND.  SELBY
 QS0728'WATER TANK 2.5 MI DISTANT--N 53 DEG 32 MIN W.  JAVA WATER TANK
 QS0728'ABOUT 5.0 MI DISTANT--N 83 DEG 11 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0692 ***********************************************************************
 QS0692  DESIGNATION -  ET 7 KE
 QS0692  PID         -  QS0692
 QS0692  STATE/COUNTY-  SD/CAMPBELL
 QS0692  COUNTRY     -  US
 QS0692  USGS QUAD   -  SELBY NW (2017)
 QS0692
 QS0692                         *CURRENT SURVEY CONTROL
 QS0692  ______________________________________________________________________
 QS0692* NAD 83(1996) POSITION- 45 38 08.37584(N) 100 09 06.24822(W)   ADJUSTED
 QS0692* NAVD 88 ORTHO HEIGHT -   581.9   (meters)     1909.    (feet) VERTCON3
 QS0692  ______________________________________________________________________
 QS0692  GEOID HEIGHT    -        -22.186 (meters)                     GEOID18
 QS0692  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 QS0692  HORZ ORDER      -  THIRD
 QS0692
 QS0692.The horizontal coordinates were established by classical geodetic methods
 QS0692.and adjusted by the National Geodetic Survey in January 1998.
 QS0692
 QS0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0692
 QS0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0692.GEOID18 height accuracy estimate available here.
 QS0692
 QS0692.Click photographs - Photos may exist for this station.
 QS0692
 QS0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0692
 QS0692. The following values were computed from the NAD 83(1996) position.
 QS0692
 QS0692;                    North         East     Units Scale Factor Converg.
 QS0692;SPC SD N     -   200,296.533   588,169.263   MT  0.99999115   -0 06 26.6
 QS0692;SPC SD N     -   657,139.54  1,929,685.32   sFT  0.99999115   -0 06 26.6
 QS0692;UTM  14      - 5,054,213.150   410,235.046   MT  0.99969906   -0 49 24.4
 QS0692
 QS0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0692!SPC SD N     -   0.99991226  x   0.99999115  =   0.99990341
 QS0692!UTM  14      -   0.99991226  x   0.99969906  =   0.99961135
 QS0692
 QS0692:                Primary Azimuth Mark                     Grid Az
 QS0692:SPC SD N     -  CHURCH SPIRE AT 7KE                      287 27 41.5
 QS0692:UTM  14      -  CHURCH SPIRE AT 7KE                      288 10 39.3
 QS0692
 QS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1023554213(NAD 83)
 QS0692
 QS0692|---------------------------------------------------------------------|
 QS0692| PID    Reference Object                     Distance      Geod. Az  |
 QS0692|                                                           dddmmss.s |
 QS0692| QS0684 SELBY WT                            APPROX.16.9 KM 1461553.3 |
 QS0692| CO5396 CHURCH SPIRE AT 7KE                                2872114.9 |
 QS0692|---------------------------------------------------------------------|
 QS0692
 QS0692                          SUPERSEDED SURVEY CONTROL
 QS0692
 QS0692  NAD 83(1986)-  45 38 08.36548(N)    100 09 06.24565(W) AD(       ) 3
 QS0692  NAD 27      -  45 38 08.38913(N)    100 09 04.80580(W) AD(       ) 3
 QS0692  NGVD 29 (07/19/86)  581.5    (m)         1908.     (f) VERT ANG       
 QS0692
 QS0692.Superseded values are not recommended for survey control.
 QS0692
 QS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0692.See file dsdata.pdf to determine how the superseded data were derived.
 QS0692
 QS0692_MARKER: DD = SURVEY DISK
 QS0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0692_STAMPING: ET 7 KE 1964
 QS0692_MARK LOGO: USGS
 QS0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0692+STABILITY: SURFACE MOTION
 QS0692
 QS0692  HISTORY     - Date     Condition        Report By
 QS0692  HISTORY     - 1964     MONUMENTED       USGS
 QS0692
 QS0692                          STATION DESCRIPTION
 QS0692
 QS0692'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0692'MOUND CITY, ABOUT 6.0 MI S. AND 4.0 MI W. OF.  IN THE NE. 1/4 SEC. 21,
 QS0692'T. 125 N., R. 77 W., 755.0 FT S. AND 35.0 FT W. OF A CROSSROADS, 4.0
 QS0692'FT N. OF A POWER POLE, 1.6 FT E. OF A N. - S. FENCE AND METAL WITNESS
 QS0692'POST.  A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 1.0 IN
 QS0692'ABOVE THE GROUND AND STAMPED---ET 7 KE 1964---SELBY WATER
 QS0692'TANK ABOUT 9.0 MI DISTANT--S 33 DEG 44 MIN E.  NORWAY LUTHERAN
 QS0692'CHURCH SPIRE, 2.0 MI DISTANT--N 72 DEG 39 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0698 ***********************************************************************
 QS0698  DESIGNATION -  ET 8 KE
 QS0698  PID         -  QS0698
 QS0698  STATE/COUNTY-  SD/CAMPBELL
 QS0698  COUNTRY     -  US
 QS0698  USGS QUAD   -  MOBRIDGE NE (2017)
 QS0698
 QS0698                         *CURRENT SURVEY CONTROL
 QS0698  ______________________________________________________________________
 QS0698* NAD 83(1996) POSITION- 45 44 48.14726(N) 100 15 06.35530(W)   ADJUSTED
 QS0698* NAVD 88 ORTHO HEIGHT -   607.4   (meters)     1993.    (feet) VERTCON3
 QS0698  ______________________________________________________________________
 QS0698  GEOID HEIGHT    -        -21.990 (meters)                     GEOID18
 QS0698  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 QS0698  HORZ ORDER      -  THIRD
 QS0698
 QS0698.The horizontal coordinates were established by classical geodetic methods
 QS0698.and adjusted by the National Geodetic Survey in January 1998.
 QS0698
 QS0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0698
 QS0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0698.GEOID18 height accuracy estimate available here.
 QS0698
 QS0698.Click photographs - Photos may exist for this station.
 QS0698
 QS0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0698
 QS0698. The following values were computed from the NAD 83(1996) position.
 QS0698
 QS0698;                    North         East     Units Scale Factor Converg.
 QS0698;SPC SD N     -   212,658.349   580,408.406   MT  1.00001285   -0 10 41.5
 QS0698;SPC SD N     -   697,696.60  1,904,223.25   sFT  1.00001285   -0 10 41.5
 QS0698;UTM  14      - 5,066,667.485   402,631.777   MT  0.99971655   -0 53 48.0
 QS0698
 QS0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0698!SPC SD N     -   0.99990823  x   1.00001285  =   0.99992108
 QS0698!UTM  14      -   0.99990823  x   0.99971655  =   0.99962481
 QS0698
 QS0698:                Primary Azimuth Mark                     Grid Az
 QS0698:SPC SD N     -  SCHAEFFER                                310 23 56.1
 QS0698:UTM  14      -  SCHAEFFER                                311 07 02.6
 QS0698
 QS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0263166667(NAD 83)
 QS0698
 QS0698|---------------------------------------------------------------------|
 QS0698| PID    Reference Object                     Distance      Geod. Az  |
 QS0698|                                                           dddmmss.s |
 QS0698| QS0714 SCHAEFFER                           APPROX. 3.9 KM 3101314.6 |
 QS0698|---------------------------------------------------------------------|
 QS0698
 QS0698                          SUPERSEDED SURVEY CONTROL
 QS0698
 QS0698  NAD 83(1986)-  45 44 48.13685(N)    100 15 06.35181(W) AD(       ) 3
 QS0698  NAD 27      -  45 44 48.15211(N)    100 15 04.91224(W) AD(       ) 3
 QS0698  NGVD 29 (07/19/86)  607.0    (m)         1991.     (f) VERT ANG       
 QS0698
 QS0698.Superseded values are not recommended for survey control.
 QS0698
 QS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0698.See file dsdata.pdf to determine how the superseded data were derived.
 QS0698
 QS0698_MARKER: DD = SURVEY DISK
 QS0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0698_STAMPING: ET 8 KE 1964
 QS0698_MARK LOGO: USGS
 QS0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0698+STABILITY: SURFACE MOTION
 QS0698
 QS0698  HISTORY     - Date     Condition        Report By
 QS0698  HISTORY     - 1964     MONUMENTED       USGS
 QS0698
 QS0698                          STATION DESCRIPTION
 QS0698
 QS0698'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0698'MOUND CITY, ABOUT 1.5 MI N. AND 9.0 MI W. OF.  IN THE W. CENTER OF
 QS0698'SEC. 11, T. 126 N., R. 77 W., IN THE SW. COR. OF THE YARD, 160 FT
 QS0698'WSW. OF THE SW. COR. OF THE HOUSE OF OSCAR GEIGLE, PROPERTY OF RAYMOND
 QS0698'BEED, 29 FT N. OF THE CENTER OF AN E. - W. RD., 1 FT E. OF A FENCE
 QS0698'COR. AND A METAL WITNESS POST.  A STANDARD TABLET SET IN CONCRETE POST
 QS0698'PROJECTING 1.0 IN ABOVE GROUND AND STAMPED WITH---ET 8 KE 1964---.
 QS0698'AZIMUTH TO RADIO TOWER WITH SHACK AT BASE ABOUT 15 MI DISTANT--
 QS0698'18 57 00.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0694 ***********************************************************************
 QR0694  DESIGNATION -  EUREKA GERMAN LUTH ZION CHURCH
 QR0694  PID         -  QR0694
 QR0694  STATE/COUNTY-  SD/MCPHERSON
 QR0694  COUNTRY     -  US
 QR0694  USGS QUAD   -  EUREKA EAST (2017)
 QR0694
 QR0694                         *CURRENT SURVEY CONTROL
 QR0694  ______________________________________________________________________
 QR0694* NAD 83(1996) POSITION- 45 46 10.03608(N) 099 37 25.76021(W)   ADJUSTED
 QR0694  ______________________________________________________________________
 QR0694  GEOID HEIGHT    -        -22.753 (meters)                     GEOID18
 QR0694  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 QR0694  HORZ ORDER      -  THIRD
 QR0694
 QR0694.The horizontal coordinates were established by classical geodetic methods
 QR0694.and adjusted by the National Geodetic Survey in January 1998.
 QR0694
 QR0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0694.GEOID18 height accuracy estimate available here.
 QR0694
 QR0694.Click photographs - Photos may exist for this station.
 QR0694
 QR0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0694
 QR0694. The following values were computed from the NAD 83(1996) position.
 QR0694
 QR0694;                    North         East     Units Scale Factor Converg.
 QR0694;SPC SD N     -   215,224.148   629,261.169   MT  1.00001776   +0 15 58.4
 QR0694;SPC SD N     -   706,114.56  2,064,501.02   sFT  1.00001776   +0 15 58.4
 QR0694;UTM  14      - 5,068,622.028   451,495.798   MT  0.99962892   -0 26 49.2
 QR0694
 QR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR5149568622(NAD 83)
 QR0694
 QR0694                          SUPERSEDED SURVEY CONTROL
 QR0694
 QR0694  NAD 83(1986)-  45 46 10.03162(N)    099 37 25.74203(W) AD(       ) 3
 QR0694  NAD 27      -  45 46 10.08000(N)    099 37 24.28000(W) AD(       ) 3
 QR0694
 QR0694.Superseded values are not recommended for survey control.
 QR0694
 QR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0694.See file dsdata.pdf to determine how the superseded data were derived.
 QR0694
 QR0694_MARKER: 91 = CHURCH CROSS
 QR0694
 QR0694  HISTORY     - Date     Condition        Report By
 QR0694  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0694
 QR0694                          STATION DESCRIPTION
 QR0694
 QR0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0694'POINT OBSERVED UPON IS THE TIP OF CROSS OF THE (GERMAN) LUTHERAN
 QR0694'ZION GEMEIENDE CHURCH ERECTED IN 1889 AND LOCATED IN THE
 QR0694'EXTREME W PORTION OF TOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0752 ***********************************************************************
 QS0752  DESIGNATION -  EVARTS
 QS0752  PID         -  QS0752
 QS0752  STATE/COUNTY-  SD/WALWORTH
 QS0752  COUNTRY     -  US
 QS0752  USGS QUAD   -  MOREAU NE (2017)
 QS0752
 QS0752                         *CURRENT SURVEY CONTROL
 QS0752  ______________________________________________________________________
 QS0752* NAD 83(1996) POSITION- 45 28 03.77691(N) 100 18 35.63192(W)   ADJUSTED
 QS0752* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 QS0752  ______________________________________________________________________
 QS0752  GEOID HEIGHT    -        -22.019 (meters)                     GEOID18
 QS0752  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 QS0752  HORZ ORDER      -  SECOND
 QS0752
 QS0752.The horizontal coordinates were established by classical geodetic methods
 QS0752.and adjusted by the National Geodetic Survey in January 1998.
 QS0752
 QS0752.The orthometric height was scaled from a topographic map.
 QS0752
 QS0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0752.GEOID18 height accuracy estimate available here.
 QS0752
 QS0752.Click photographs - Photos may exist for this station.
 QS0752
 QS0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0752
 QS0752. The following values were computed from the NAD 83(1996) position.
 QS0752
 QS0752;                    North         East     Units Scale Factor Converg.
 QS0752;SPC SD N     -   181,666.505   575,766.048   MT  0.99996551   -0 13 09.6
 QS0752;SPC SD N     -   596,017.53  1,888,992.44   sFT  0.99996551   -0 13 09.6
 QS0752;UTM  14      - 5,035,744.301   397,603.542   MT  0.99972891   -0 56 01.9
 QS0752
 QS0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0752!SPC SD N     -   0.99991686  x   0.99996551  =   0.99988237
 QS0752!UTM  14      -   0.99991686  x   0.99972891  =   0.99964579
 QS0752
 QS0752:                Primary Azimuth Mark                     Grid Az
 QS0752:SPC SD N     -  EVARTS AZ MK                             266 00 06.4
 QS0752:UTM  14      -  EVARTS AZ MK                             266 42 58.7
 QS0752
 QS0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9760335744(NAD 83)
 QS0752
 QS0752|---------------------------------------------------------------------|
 QS0752| PID    Reference Object                     Distance      Geod. Az  |
 QS0752|                                                           dddmmss.s |
 QS0752| CO4916 EVARTS RM 1                           4.599 METERS 09628     |
 QS0752| CO4915 EVARTS AZ MK                                       2654656.8 |
 QS0752| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX.12.1 KM 3075100.3 |
 QS0752| CO4917 EVARTS RM 2                           8.834 METERS 35610     |
 QS0752|---------------------------------------------------------------------|
 QS0752
 QS0752                          SUPERSEDED SURVEY CONTROL
 QS0752
 QS0752  NAD 83(1986)-  45 28 03.76729(N)    100 18 35.63134(W) AD(       ) 2
 QS0752  NAD 27      -  45 28 03.79800(N)    100 18 34.16200(W) AD(       ) 2
 QS0752
 QS0752.Superseded values are not recommended for survey control.
 QS0752
 QS0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0752.See file dsdata.pdf to determine how the superseded data were derived.
 QS0752
 QS0752_MARKER: DS = TRIANGULATION STATION DISK
 QS0752_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QS0752_STAMPING: EVARTS 1948
 QS0752_MARK LOGO: CGS
 QS0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0752
 QS0752  HISTORY     - Date     Condition        Report By
 QS0752  HISTORY     - 1948     MONUMENTED       CGS
 QS0752  HISTORY     - 1965     SEE DESCRIPTION  SCS
 QS0752  HISTORY     - 1967     MARK NOT FOUND   USGS
 QS0752  HISTORY     - 1968     SEE DESCRIPTION  CGS
 QS0752
 QS0752                          STATION DESCRIPTION
 QS0752
 QS0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0752'STATION IS ABOUT 8 MILES SOUTHEAST OF MOBRIDGE, 1-1/2 MILES
 QS0752'EAST OF THE MISSOURI RIVER, AND ABOUT 1/2 MILE EAST OF EVARTS
 QS0752'LAKE, ON THE EXTREME SOUTHWEST END OF RIDGE OVERLOOKING THE
 QS0752'MISSOURI RIVER, AND 12 FEET EAST OF A WITNESS POST.  IT IS
 QS0752'PROBABLY IN THE SE 1/4 SEC. 18, T. 123 N., R. 78 W., AND ON LAND
 QS0752'OWNED BY MR. KENNY THOMAS.  THE MARK PROJECTS 3 INCHES AND
 QS0752'THE DISK IS STAMPED EVARTS 1948.
 QS0752'
 QS0752'REFERENCE MARK NO. 1 IS 15.09 FEET EAST OF THE STATION.  THE MARK
 QS0752'PROJECTS 3 INCHES AND THE DISK IS STAMPED EVARTS NO 1 1948.
 QS0752'
 QS0752'REFERENCE MARK NO. 2 IS 12.58 FEET NORTH-NORTHWEST OF THE STATION.
 QS0752'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED EVARTS
 QS0752'NO 2 1948.
 QS0752'
 QS0752'THE AZIMUTH MARK IS APPROX. 1.0 MILE WEST-SOUTHWEST OF THE
 QS0752'STATION, 43 FEET EAST OF THE APPROX. CENTERLINE OF A GRAVEL
 QS0752'ROAD, 22 FEET SOUTH OF A CATTLE-GUARD, AND 6 FEET SOUTHEAST
 QS0752'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QS0752'IS STAMPED EVARTS 1948.
 QS0752'
 QS0752'TO REACH FROM THE POST OFFICE IN MOBRIDGE, GO NORTH ONE BLOCK,
 QS0752'TURN RIGHT ON U.S. HIGHWAY 12 AND GO EAST 1.25 MILES, TURN
 QS0752'RIGHT AND FOLLOW GRAVEL ROAD SOUTH 0.8 MILE, KEEP LEFT ON MAIN
 QS0752'ROAD 5.2 MILES, TURN RIGHT AND GO SOUTH 1.95 MILES TO ENTRANCE TO
 QS0752'LAKE AND THE AZIMUTH MARK ON THE LEFT, CONTINUE ON MAIN ROAD
 QS0752'1.20 MILES TO A TRACK ROAD LEFT, TURN SHARP LEFT ON TRACK ROAD
 QS0752'0.1 MILE TO ENTRANCE TO FIELD, KEEP NORTH ALONG WEST SIDE OF
 QS0752'FENCE ON DIM TRACK ROAD 0.6 MILE, TURN RIGHT UP GRADE AT
 QS0752'SOUTHWEST CORNER OF A SMALL CEMETERY AND PICK WAY
 QS0752'EAST-NORTHEAST ACROSS COUNTRY 0.4 MILE TO END OF TRUCK TRAVEL.
 QS0752'PACK EASTERLY ABOUT 200 YDS. TO TOP OF RIDGE AND STATION.
 QS0752'
 QS0752'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0752
 QS0752                          STATION RECOVERY (1965)
 QS0752
 QS0752'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1965 (ACN)
 QS0752'RECOVERED BY SOUTH DAKOTA STATE ASCS OFFICE.
 QS0752'
 QS0752'EVARTS-STATION AND BOTH REFERENCES ARE GONE - THE BLUFF WAS
 QS0752'MADE INTO A GRAVEL PIT.
 QS0752'
 QS0752'(STATION IS GONE.)
 QS0752
 QS0752                          STATION RECOVERY (1967)
 QS0752
 QS0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QS0752'STATION SEARCHED FOR BUT NOT RECOVERED.
 QS0752'
 QS0752'AREA WHERE STATION IS DESCRIBED HAS BEEN HIGHLY DISTURBED BY
 QS0752'GRAVEL EXCAVATION.  NOSE OF RIDGE APPEARS TO HAVE BEEN LOWERED
 QS0752'20 OR MORE FEET.  AZIMUTH MARK IS PROBABLY UNDER WATER IN THE
 QS0752'OAHE RESERVOIR OF THE MISSOURI RIVER.  NO MARKS OR EVIDENCE
 QS0752'OF MARKS WERE FOUND.
 QS0752'
 QS0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI. SE OF
 QS0752'MOBRIDGE
 QS0752
 QS0752                          STATION RECOVERY (1968)
 QS0752
 QS0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 QS0752'STATION MARK AND BOTH REFERENCE MARKS DESTROYED.  AREA WHERE
 QS0752'THE STATION SITE WAS IS NOW AN ABANDONED GRAVEL PIT.  IT WAS
 QS0752'REPORTED BY THE PROPERTY OWNER THAT THESE MARKS WERE DESTROYED
 QS0752'BY GRAVEL EXCAVATION.  AZIMUTH MARK IS NOW UNDER WATER IN THE
 QS0752'OAHE RESERVOIR OF THE MISSOURI RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0097 ***********************************************************************
 QQ0097  DESIGNATION -  F
 QQ0097  PID         -  QQ0097
 QQ0097  STATE/COUNTY-  SD/GRANT
 QQ0097  COUNTRY     -  US
 QQ0097  USGS QUAD   -  BIG STONE LAKE SE (2017)
 QQ0097
 QQ0097                         *CURRENT SURVEY CONTROL
 QQ0097  ______________________________________________________________________
 QQ0097* NAD 83(1986) POSITION- 45 16 45.     (N) 096 30 33.     (W)   SCALED
 QQ0097* NAVD 88 ORTHO HEIGHT -   319.753 (meters)     1049.06  (feet) ADJUSTED
 QQ0097  ______________________________________________________________________
 QQ0097  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 QQ0097  DYNAMIC HEIGHT  -        319.731 (meters)     1048.98  (feet) COMP
 QQ0097  MODELED GRAVITY -    980,541.7   (mgal)                       NAVD 88
 QQ0097
 QQ0097  VERT ORDER      -  FIRST     CLASS II
 QQ0097
 QQ0097.The horizontal coordinates were scaled from a map and have
 QQ0097.an estimated accuracy of +/- 6 seconds.
 QQ0097
 QQ0097.The orthometric height was determined by differential leveling and
 QQ0097.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0097.in June 1991.
 QQ0097
 QQ0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0097.GEOID18 height accuracy estimate available here.
 QQ0097
 QQ0097.Click photographs - Photos may exist for this station.
 QQ0097
 QQ0097.The dynamic height is computed by dividing the NAVD 88
 QQ0097.geopotential number by the normal gravity value computed on the
 QQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0097.degrees latitude (g = 980.6199 gals.).
 QQ0097
 QQ0097.The modeled gravity was interpolated from observed gravity values.
 QQ0097
 QQ0097;                    North         East    Units  Estimated Accuracy
 QQ0097;SPC SD N     -   166,570.      873,800.      MT  (+/- 180 meters Scaled)
 QQ0097
 QQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR953169(NAD 83)
 QQ0097
 QQ0097                          SUPERSEDED SURVEY CONTROL
 QQ0097
 QQ0097  NGVD 29 (??/??/92)  319.526  (m)         1048.31   (f) ADJ UNCH    1 2
 QQ0097
 QQ0097.Superseded values are not recommended for survey control.
 QQ0097
 QQ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0097.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0097
 QQ0097_MARKER: P = PIPE CAP
 QQ0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0097_MARK LOGO: CGS
 QQ0097_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0097
 QQ0097  HISTORY     - Date     Condition        Report By
 QQ0097  HISTORY     - 1904     MONUMENTED       CGS
 QQ0097  HISTORY     - 1905     GOOD             CGS
 QQ0097  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0097
 QQ0097                          STATION DESCRIPTION
 QQ0097
 QQ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0097'3.3 MI W FROM BIG STONE CITY.
 QQ0097'3.3 MILES WEST ALONG THE OLD ROUTE OF THE CHICAGO, MILWAUKEE,
 QQ0097'ST. PAUL AND PACIFIC RAILROAD FROM BIG STONE CITY, GRANT COUNTY,
 QQ0097'NEAR THE SOUTHEAST CORNER OF THE NE 1/4 OF SEC. 23, T. 121 N.,
 QQ0097'R. 47 W., AT A ROAD CROSSING, ABOUT 30 FEET SOUTH OF THE FORMER
 QQ0097'ROADBED, ABOUT 16 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 QQ0097'AT THE NORTHWEST CORNER OF A CULTIVATED FIELD OWNED BY AUG.
 QQ0097'LUECK.  A STANDARD CAP, FASTENED ON THE TOP OF A 3-1/2-INCH
 QQ0097'IRON PIPE.
 QQ0097
 QQ0097                          STATION RECOVERY (1997)
 QQ0097
 QQ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0097'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0317 ***********************************************************************
 OR0317  DESIGNATION -  F 1
 OR0317  PID         -  OR0317
 OR0317  STATE/COUNTY-  SD/GREGORY
 OR0317  COUNTRY     -  US
 OR0317  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0317
 OR0317                         *CURRENT SURVEY CONTROL
 OR0317  ______________________________________________________________________
 OR0317* NAD 83(1986) POSITION- 43 01 28.     (N) 098 51 49.     (W)   SCALED
 OR0317* NAVD 88 ORTHO HEIGHT -   589.735 (meters)     1934.82  (feet) ADJUSTED
 OR0317  ______________________________________________________________________
 OR0317  GEOID HEIGHT    -        -25.937 (meters)                     GEOID18
 OR0317  DYNAMIC HEIGHT  -        589.516 (meters)     1934.10  (feet) COMP
 OR0317  MODELED GRAVITY -    980,230.9   (mgal)                       NAVD 88
 OR0317
 OR0317  VERT ORDER      -  FIRST     CLASS II
 OR0317
 OR0317.The horizontal coordinates were scaled from a map and have
 OR0317.an estimated accuracy of +/- 6 seconds.
 OR0317
 OR0317.The orthometric height was determined by differential leveling and
 OR0317.adjusted by the NATIONAL GEODETIC SURVEY
 OR0317.in June 1991.
 OR0317
 OR0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0317.GEOID18 height accuracy estimate available here.
 OR0317
 OR0317.Click photographs - Photos may exist for this station.
 OR0317
 OR0317.The dynamic height is computed by dividing the NAVD 88
 OR0317.geopotential number by the normal gravity value computed on the
 OR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0317.degrees latitude (g = 980.6199 gals.).
 OR0317
 OR0317.The modeled gravity was interpolated from observed gravity values.
 OR0317
 OR0317;                    North         East    Units  Estimated Accuracy
 OR0317;SPC SD S     -    77,840.      719,780.      MT  (+/- 180 meters Scaled)
 OR0317
 OR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN111635(NAD 83)
 OR0317
 OR0317                          SUPERSEDED SURVEY CONTROL
 OR0317
 OR0317  NGVD 29 (??/??/92)  589.413  (m)         1933.77   (f) ADJ UNCH    1 2
 OR0317
 OR0317.Superseded values are not recommended for survey control.
 OR0317
 OR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0317.See file dsdata.pdf to determine how the superseded data were derived.
 OR0317
 OR0317_MARKER: DD = SURVEY DISK
 OR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0317_STAMPING: F 1 1933.654
 OR0317_MARK LOGO: USACE
 OR0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0317+STABILITY: SURFACE MOTION
 OR0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0317+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2012
 OR0317
 OR0317  HISTORY     - Date     Condition        Report By
 OR0317  HISTORY     - UNK      MONUMENTED       USACE
 OR0317  HISTORY     - 1946     GOOD             CGS
 OR0317  HISTORY     - 1949     GOOD             CGS
 OR0317  HISTORY     - 19931005 GOOD             NGS
 OR0317  HISTORY     - 20120114 GOOD             INDIV
 OR0317
 OR0317                          STATION DESCRIPTION
 OR0317
 OR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0317'1.5 MI E FROM FAIRFAX.
 OR0317'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE
 OR0317'ALONG MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO.
 OR0317'281, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO. 54 TO SITE OF
 OR0317'MARK, BENCH MARK IS AT THE INTERSECTION OF THE HIGHWAY AND A
 OR0317'NORTH-SOUTH DIRT ROAD, 36.0 FEET WEST OF THE CENTER LINE OF THE
 OR0317'NORTH-SOUTH ROAD, 35.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 OR0317'CENTER LINE OF THE HIGHWAY, 5.0 FEET SOUTHWEST OF A POWER POLE,
 OR0317'1.0 FOOT SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT NORTHEAST OF A
 OR0317'WHITE 2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 1 1933.654
 OR0317'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 OR0317'GROUND.
 OR0317
 OR0317                          STATION RECOVERY (1949)
 OR0317
 OR0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0317'RECOVERED IN GOOD CONDITION.
 OR0317
 OR0317                          STATION RECOVERY (1993)
 OR0317
 OR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0317'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0317'OF MAIN STREET IN BONESTEEL, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 OR0317'A GRAVELED ROAD, 11.0 M (36.1 FT) WEST OF THE CENTER OF THE ROAD,
 OR0317'10.7 M (35.1 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.9 M (9.5
 OR0317'FT) NORTH OF BENCH MARK CA 1/6, 0.3 M (1.0 FT) SOUTHWEST OF A FENCE
 OR0317'CORNER, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OR0317'SURFACE.
 OR0317
 OR0317                          STATION RECOVERY (2012)
 OR0317
 OR0317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0384 ***********************************************************************
 PR0384  DESIGNATION -  F 1
 PR0384  PID         -  PR0384
 PR0384  STATE/COUNTY-  SD/HAMLIN
 PR0384  COUNTRY     -  US
 PR0384  USGS QUAD   -  VIENNA EAST (2017)
 PR0384
 PR0384                         *CURRENT SURVEY CONTROL
 PR0384  ______________________________________________________________________
 PR0384* NAD 83(1986) POSITION- 44 42 31.     (N) 097 29 32.     (W)   SCALED
 PR0384* NAVD 88 ORTHO HEIGHT -   557.901 (meters)     1830.38  (feet) ADJUSTED
 PR0384  ______________________________________________________________________
 PR0384  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 PR0384  DYNAMIC HEIGHT  -        557.812 (meters)     1830.09  (feet) COMP
 PR0384  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 PR0384
 PR0384  VERT ORDER      -  FIRST     CLASS II
 PR0384
 PR0384.The horizontal coordinates were scaled from a map and have
 PR0384.an estimated accuracy of +/- 6 seconds.
 PR0384
 PR0384.The orthometric height was determined by differential leveling and
 PR0384.adjusted by the NATIONAL GEODETIC SURVEY
 PR0384.in June 1991.
 PR0384
 PR0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0384.GEOID18 height accuracy estimate available here.
 PR0384
 PR0384.Click photographs - Photos may exist for this station.
 PR0384
 PR0384.The dynamic height is computed by dividing the NAVD 88
 PR0384.geopotential number by the normal gravity value computed on the
 PR0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0384.degrees latitude (g = 980.6199 gals.).
 PR0384
 PR0384.The modeled gravity was interpolated from observed gravity values.
 PR0384
 PR0384;                    North         East    Units  Estimated Accuracy
 PR0384;SPC SD N     -   100,340.      798,690.      MT  (+/- 180 meters Scaled)
 PR0384
 PR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ194516(NAD 83)
 PR0384
 PR0384                          SUPERSEDED SURVEY CONTROL
 PR0384
 PR0384  NGVD 29 (??/??/92)  557.613  (m)         1829.44   (f) ADJ UNCH    1 2
 PR0384
 PR0384.Superseded values are not recommended for survey control.
 PR0384
 PR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0384.See file dsdata.pdf to determine how the superseded data were derived.
 PR0384
 PR0384_MARKER: B = BOLT
 PR0384_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0384
 PR0384  HISTORY     - Date     Condition        Report By
 PR0384  HISTORY     - 1905     MONUMENTED       CGS
 PR0384  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0384
 PR0384                          STATION DESCRIPTION
 PR0384
 PR0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0384'0.6 MI NE FROM VIENNA.
 PR0384'IN HAMLIN COUNTY, 0.6 MILE NORTHEAST ALONG THE GREAT NORTHERN
 PR0384'RAILWAY FROM THE STATION AT VIENNA, CLARK COUNTY, AT A ROAD
 PR0384'CROSSING, 55 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 PR0384'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTH OF A
 PR0384'FENCE CORNER, 2 FEET EAST OF THE FENCE, AND ABOUT 3 FEET HIGHER
 PR0384'THAN THE TRACK.  A COPPER BOLT, SURROUNDED BY THE LETTERS USBM
 PR0384'AND SET IN THE TOP OF A STONE POST PROJECTING 1 INCH ABOVE GROUND.
 PR0384
 PR0384                          STATION RECOVERY (1973)
 PR0384
 PR0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0296 ***********************************************************************
 OR0296  DESIGNATION -  F 10
 OR0296  PID         -  OR0296
 OR0296  STATE/COUNTY-  SD/GREGORY
 OR0296  COUNTRY     -  US
 OR0296  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0296
 OR0296                         *CURRENT SURVEY CONTROL
 OR0296  ______________________________________________________________________
 OR0296* NAD 83(1986) POSITION- 43 01 24.     (N) 098 43 13.     (W)   SCALED
 OR0296* NAVD 88 ORTHO HEIGHT -   552.820 (meters)     1813.71  (feet) ADJUSTED
 OR0296  ______________________________________________________________________
 OR0296  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 OR0296  DYNAMIC HEIGHT  -        552.621 (meters)     1813.06  (feet) COMP
 OR0296  MODELED GRAVITY -    980,244.1   (mgal)                       NAVD 88
 OR0296
 OR0296  VERT ORDER      -  FIRST     CLASS II
 OR0296
 OR0296.The horizontal coordinates were scaled from a map and have
 OR0296.an estimated accuracy of +/- 6 seconds.
 OR0296
 OR0296.The orthometric height was determined by differential leveling and
 OR0296.adjusted by the NATIONAL GEODETIC SURVEY
 OR0296.in June 1991.
 OR0296
 OR0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0296.GEOID18 height accuracy estimate available here.
 OR0296
 OR0296.Click photographs - Photos may exist for this station.
 OR0296
 OR0296.The dynamic height is computed by dividing the NAVD 88
 OR0296.geopotential number by the normal gravity value computed on the
 OR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0296.degrees latitude (g = 980.6199 gals.).
 OR0296
 OR0296.The modeled gravity was interpolated from observed gravity values.
 OR0296
 OR0296;                    North         East    Units  Estimated Accuracy
 OR0296;SPC SD S     -    77,930.      731,470.      MT  (+/- 180 meters Scaled)
 OR0296
 OR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN227634(NAD 83)
 OR0296
 OR0296                          SUPERSEDED SURVEY CONTROL
 OR0296
 OR0296  NGVD 29 (??/??/92)  552.507  (m)         1812.68   (f) ADJ UNCH    1 2
 OR0296
 OR0296.Superseded values are not recommended for survey control.
 OR0296
 OR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0296.See file dsdata.pdf to determine how the superseded data were derived.
 OR0296
 OR0296_MARKER: DD = SURVEY DISK
 OR0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0296_STAMPING: F 10 1812.534
 OR0296_MARK LOGO: USACE
 OR0296_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0296+STABILITY: SURFACE MOTION
 OR0296
 OR0296  HISTORY     - Date     Condition        Report By
 OR0296  HISTORY     - UNK      MONUMENTED       USACE
 OR0296  HISTORY     - 1946     GOOD             CGS
 OR0296  HISTORY     - 1949     GOOD             CGS
 OR0296  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0296
 OR0296                          STATION DESCRIPTION
 OR0296
 OR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0296'10.6 MI E FROM FAIRFAX.
 OR0296'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0296'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0296'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST
 OR0296'0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A
 OR0296'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 124.0 FEET
 OR0296'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 12.6
 OR0296'FEET SOUTH OF A TELEPHONE POLE, 59.0 FEET SOUTH OF A FENCE CORNER,
 OR0296'2.0 FEET EAST OF A FENCE AND 1.5 FEET WEST OF A 2 IN X 4 IN MARKER
 OR0296'POST.  A BRONZE DISK STAMPED F 10 1812.534 SET IN THE TOP OF A
 OR0296'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 OR0296
 OR0296                          STATION RECOVERY (1949)
 OR0296
 OR0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0296'RECOVERED IN GOOD CONDITION.
 OR0296
 OR0296                          STATION RECOVERY (2013)
 OR0296
 OR0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0468 ***********************************************************************
 OS0468  DESIGNATION -  F 10
 OS0468  PID         -  OS0468
 OS0468  STATE/COUNTY-  SD/JACKSON
 OS0468  COUNTRY     -  US
 OS0468  USGS QUAD   -  INTERIOR (2017)
 OS0468
 OS0468                         *CURRENT SURVEY CONTROL
 OS0468  ______________________________________________________________________
 OS0468* NAD 83(1986) POSITION- 43 43 13.05   (N) 101 52 59.56   (W)   HD_HELD1
 OS0468* NAVD 88 ORTHO HEIGHT -   723.102 (meters)     2372.38  (feet) ADJUSTED
 OS0468  ______________________________________________________________________
 OS0468  GEOID HEIGHT    -        -20.204 (meters)                     GEOID18
 OS0468  DYNAMIC HEIGHT  -        722.872 (meters)     2371.62  (feet) COMP
 OS0468  MODELED GRAVITY -    980,277.0   (mgal)                       NAVD 88
 OS0468
 OS0468  VERT ORDER      -  FIRST     CLASS II
 OS0468
 OS0468.The horizontal coordinates were determined by differentially corrected
 OS0468.hand held GPS observations or other comparable positioning techniques
 OS0468.and have an estimated accuracy of +/- 3 meters.
 OS0468
 OS0468.The orthometric height was determined by differential leveling and
 OS0468.adjusted by the NATIONAL GEODETIC SURVEY
 OS0468.in June 1991.
 OS0468
 OS0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0468.GEOID18 height accuracy estimate available here.
 OS0468
 OS0468.Click photographs - Photos may exist for this station.
 OS0468
 OS0468.The dynamic height is computed by dividing the NAVD 88
 OS0468.geopotential number by the normal gravity value computed on the
 OS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0468.degrees latitude (g = 980.6199 gals.).
 OS0468
 OS0468.The modeled gravity was interpolated from observed gravity values.
 OS0468
 OS0468;                    North         East    Units  Estimated Accuracy
 OS0468;SPC SD S     -   155,244.4     475,126.4     MT  (+/- 3 meters HH1 GPS) 
 OS0468
 OS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6775344847(NAD 83)
 OS0468
 OS0468                          SUPERSEDED SURVEY CONTROL
 OS0468
 OS0468  NGVD 29 (??/??/92)  722.662  (m)         2370.93   (f) ADJ UNCH    1 2
 OS0468
 OS0468.Superseded values are not recommended for survey control.
 OS0468
 OS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0468.See file dsdata.pdf to determine how the superseded data were derived.
 OS0468
 OS0468_MARKER: DB = BENCH MARK DISK
 OS0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0468_STAMPING: F 10 1925 2370.934
 OS0468_MARK LOGO: CGS
 OS0468_PROJECTION: FLUSH
 OS0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0468+STABILITY: SURFACE MOTION
 OS0468
 OS0468  HISTORY     - Date     Condition        Report By
 OS0468  HISTORY     - 1925     MONUMENTED       CGS
 OS0468  HISTORY     - 1962     GOOD             CGS
 OS0468
 OS0468                          STATION DESCRIPTION
 OS0468
 OS0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0468'5.2 MI E FROM INTERIOR.
 OS0468'ABOUT 5.25 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0468'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 6,
 OS0468'T 4 S, R 19 E, ABOUT 1.0 MILE WEST OF A FLAT TOPPED BUTTE, 25
 OS0468'FEET SOUTH WEST OF THE 2ND TELEPHONE POLE NORTHEAST OF MILE POST
 OS0468'583, 37 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, IN LINE WITH A ROW
 OS0468'OF TELEPHONE POLES, 21 FEET NORTHWEST OF A FENCE, 1.5 FEET
 OS0468'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 OS0468'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0468'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0297 ***********************************************************************
 OR0297  DESIGNATION -  F 10 A
 OR0297  PID         -  OR0297
 OR0297  STATE/COUNTY-  SD/GREGORY
 OR0297  COUNTRY     -  US
 OR0297  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0297
 OR0297                         *CURRENT SURVEY CONTROL
 OR0297  ______________________________________________________________________
 OR0297* NAD 83(1986) POSITION- 43 01 15.     (N) 098 43 12.     (W)   SCALED
 OR0297* NAVD 88 ORTHO HEIGHT -   552.460 (meters)     1812.53  (feet) ADJUSTED
 OR0297  ______________________________________________________________________
 OR0297  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 OR0297  DYNAMIC HEIGHT  -        552.261 (meters)     1811.88  (feet) COMP
 OR0297  MODELED GRAVITY -    980,243.7   (mgal)                       NAVD 88
 OR0297
 OR0297  VERT ORDER      -  FIRST     CLASS II
 OR0297
 OR0297.The horizontal coordinates were scaled from a map and have
 OR0297.an estimated accuracy of +/- 6 seconds.
 OR0297
 OR0297.The orthometric height was determined by differential leveling and
 OR0297.adjusted by the NATIONAL GEODETIC SURVEY
 OR0297.in June 1991.
 OR0297
 OR0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0297.GEOID18 height accuracy estimate available here.
 OR0297
 OR0297.Click photographs - Photos may exist for this station.
 OR0297
 OR0297.The dynamic height is computed by dividing the NAVD 88
 OR0297.geopotential number by the normal gravity value computed on the
 OR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0297.degrees latitude (g = 980.6199 gals.).
 OR0297
 OR0297.The modeled gravity was interpolated from observed gravity values.
 OR0297
 OR0297;                    North         East    Units  Estimated Accuracy
 OR0297;SPC SD S     -    77,650.      731,500.      MT  (+/- 180 meters Scaled)
 OR0297
 OR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN228631(NAD 83)
 OR0297
 OR0297                          SUPERSEDED SURVEY CONTROL
 OR0297
 OR0297  NGVD 29 (??/??/92)  552.148  (m)         1811.51   (f) ADJ UNCH    1 2
 OR0297
 OR0297.Superseded values are not recommended for survey control.
 OR0297
 OR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0297.See file dsdata.pdf to determine how the superseded data were derived.
 OR0297
 OR0297_MARKER: DD = SURVEY DISK
 OR0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0297_STAMPING: F 10 A
 OR0297_MARK LOGO: USACE
 OR0297_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0297+STABILITY: SURFACE MOTION
 OR0297
 OR0297  HISTORY     - Date     Condition        Report By
 OR0297  HISTORY     - UNK      MONUMENTED       USACE
 OR0297  HISTORY     - 1949     GOOD             CGS
 OR0297  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0297
 OR0297                          STATION DESCRIPTION
 OR0297
 OR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0297'10 MI NE FROM FAIRFAX.
 OR0297'9.0 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0297'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, THENCE 0.3 MILE EAST
 OR0297'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTH ALONG A GRAVELED
 OR0297'ROAD, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTH
 OR0297'OF AN EAST-WEST FENCE LINE, 2.3 FEET WEST OF THE WEST RIGHT-OF-WAY
 OR0297'FENCE, 2.0 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 OR0297'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OR0297
 OR0297                          STATION RECOVERY (2013)
 OR0297
 OR0297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0747 ***********************************************************************
 PU0747  DESIGNATION -  F 10 B 1
 PU0747  PID         -  PU0747
 PU0747  STATE/COUNTY-  SD/MEADE
 PU0747  COUNTRY     -  US
 PU0747  USGS QUAD   -  CAMP CREEK (2017)
 PU0747
 PU0747                         *CURRENT SURVEY CONTROL
 PU0747  ______________________________________________________________________
 PU0747* NAD 83(1986) POSITION- 44 58 22.     (N) 102 56 11.     (W)   SCALED
 PU0747* NAVD 88 ORTHO HEIGHT -   850.321 (meters)     2789.76  (feet) ADJUSTED
 PU0747  ______________________________________________________________________
 PU0747  GEOID HEIGHT    -        -17.330 (meters)                     GEOID18
 PU0747  DYNAMIC HEIGHT  -        850.139 (meters)     2789.16  (feet) COMP
 PU0747  MODELED GRAVITY -    980,373.5   (mgal)                       NAVD 88
 PU0747
 PU0747  VERT ORDER      -  SECOND    CLASS 0
 PU0747
 PU0747.The horizontal coordinates were scaled from a map and have
 PU0747.an estimated accuracy of +/- 6 seconds.
 PU0747
 PU0747.The orthometric height was determined by differential leveling and
 PU0747.adjusted by the NATIONAL GEODETIC SURVEY
 PU0747.in June 1991.
 PU0747
 PU0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0747.GEOID18 height accuracy estimate available here.
 PU0747
 PU0747.Click photographs - Photos may exist for this station.
 PU0747
 PU0747.The dynamic height is computed by dividing the NAVD 88
 PU0747.geopotential number by the normal gravity value computed on the
 PU0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0747.degrees latitude (g = 980.6199 gals.).
 PU0747
 PU0747.The modeled gravity was interpolated from observed gravity values.
 PU0747
 PU0747;                    North         East    Units  Estimated Accuracy
 PU0747;SPC SD N     -   130,820.      368,430.      MT  (+/- 180 meters Scaled)
 PU0747
 PU0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK627819(NAD 83)
 PU0747
 PU0747                          SUPERSEDED SURVEY CONTROL
 PU0747
 PU0747  NGVD 29 (??/??/92)  849.85   (m)         2788.2    (f) COMPUTED    2 0
 PU0747
 PU0747.Superseded values are not recommended for survey control.
 PU0747
 PU0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0747.See file dsdata.pdf to determine how the superseded data were derived.
 PU0747
 PU0747_MARKER: Z = SEE DESCRIPTION
 PU0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0747_SP_SET: PIER
 PU0747_STAMPING: F 10 B 1
 PU0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0747
 PU0747  HISTORY     - Date     Condition        Report By
 PU0747  HISTORY     - UNK      MONUMENTED       USAF
 PU0747  HISTORY     - 1962     GOOD             CGS
 PU0747  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU0747
 PU0747                          STATION DESCRIPTION
 PU0747
 PU0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0747'4 MI SW FROM MUD BUTTE.
 PU0747'3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE STORE
 PU0747'AT MUD BUTTE, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, THENCE
 PU0747'0.3 MILE WEST-NORTHWEST ACROSS COUNTRY, 0.3 MILE WEST-NORTHWEST
 PU0747'OF F 10 B 2 (USAF), ABOUT 125 FEET WEST OF A NORTH-SOUTH POWER
 PU0747'LINE, IN AN OPEN FIELD, CENTER OF TRIBRACH MOUNTED ON THE TOP
 PU0747'OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE
 PU0747'GROUND.
 PU0747
 PU0747                          STATION RECOVERY (1995)
 PU0747
 PU0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0747'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0746 ***********************************************************************
 PU0746  DESIGNATION -  F 10 B 2
 PU0746  PID         -  PU0746
 PU0746  STATE/COUNTY-  SD/MEADE
 PU0746  COUNTRY     -  US
 PU0746  USGS QUAD   -  CAMP CREEK (2017)
 PU0746
 PU0746                         *CURRENT SURVEY CONTROL
 PU0746  ______________________________________________________________________
 PU0746* NAD 83(1986) POSITION- 44 58 20.     (N) 102 55 50.     (W)   SCALED
 PU0746* NAVD 88 ORTHO HEIGHT -   844.520 (meters)     2770.73  (feet) ADJUSTED
 PU0746  ______________________________________________________________________
 PU0746  GEOID HEIGHT    -        -17.341 (meters)                     GEOID18
 PU0746  DYNAMIC HEIGHT  -        844.339 (meters)     2770.14  (feet) COMP
 PU0746  MODELED GRAVITY -    980,373.7   (mgal)                       NAVD 88
 PU0746
 PU0746  VERT ORDER      -  SECOND    CLASS 0
 PU0746
 PU0746.The horizontal coordinates were scaled from a map and have
 PU0746.an estimated accuracy of +/- 6 seconds.
 PU0746
 PU0746.The orthometric height was determined by differential leveling and
 PU0746.adjusted by the NATIONAL GEODETIC SURVEY
 PU0746.in June 1991.
 PU0746
 PU0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0746.GEOID18 height accuracy estimate available here.
 PU0746
 PU0746.Click photographs - Photos may exist for this station.
 PU0746
 PU0746.The dynamic height is computed by dividing the NAVD 88
 PU0746.geopotential number by the normal gravity value computed on the
 PU0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0746.degrees latitude (g = 980.6199 gals.).
 PU0746
 PU0746.The modeled gravity was interpolated from observed gravity values.
 PU0746
 PU0746;                    North         East    Units  Estimated Accuracy
 PU0746;SPC SD N     -   130,740.      368,890.      MT  (+/- 180 meters Scaled)
 PU0746
 PU0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK631819(NAD 83)
 PU0746
 PU0746                          SUPERSEDED SURVEY CONTROL
 PU0746
 PU0746  NGVD 29 (??/??/92)  844.05   (m)         2769.2    (f) COMPUTED    2 0
 PU0746
 PU0746.Superseded values are not recommended for survey control.
 PU0746
 PU0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0746.See file dsdata.pdf to determine how the superseded data were derived.
 PU0746
 PU0746_MARKER: Z = SEE DESCRIPTION
 PU0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0746_SP_SET: PIER
 PU0746_STAMPING: F 10 B 2
 PU0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0746
 PU0746  HISTORY     - Date     Condition        Report By
 PU0746  HISTORY     - UNK      MONUMENTED       USAF
 PU0746  HISTORY     - 1962     GOOD             CGS
 PU0746  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU0746
 PU0746                          STATION DESCRIPTION
 PU0746
 PU0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0746'3.8 MI SW FROM MUD BUTTE.
 PU0746'3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 PU0746'MUD BUTTE, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, 0.1 MILE
 PU0746'WEST-NORTHWEST OF A GATE IN A FENCE, IN AN OPEN FIELD, CENTER
 PU0746'OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER
 PU0746'WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
 PU0746
 PU0746                          STATION RECOVERY (1995)
 PU0746
 PU0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0746'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1575 ***********************************************************************
 PU1575  DESIGNATION -  F 11
 PU1575  PID         -  PU1575
 PU1575  STATE/COUNTY-  SD/PENNINGTON
 PU1575  COUNTRY     -  US
 PU1575  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1575
 PU1575                         *CURRENT SURVEY CONTROL
 PU1575  ______________________________________________________________________
 PU1575* NAD 83(1986) POSITION- 44 04 47.     (N) 103 12 50.     (W)   SCALED
 PU1575* NAVD 88 ORTHO HEIGHT -   976.662 (meters)     3204.27  (feet) ADJUSTED
 PU1575  ______________________________________________________________________
 PU1575  GEOID HEIGHT    -        -15.919 (meters)                     GEOID18
 PU1575  DYNAMIC HEIGHT  -        976.339 (meters)     3203.21  (feet) COMP
 PU1575  MODELED GRAVITY -    980,255.1   (mgal)                       NAVD 88
 PU1575
 PU1575  VERT ORDER      -  FIRST     CLASS II
 PU1575
 PU1575.The horizontal coordinates were scaled from a map and have
 PU1575.an estimated accuracy of +/- 6 seconds.
 PU1575
 PU1575.The orthometric height was determined by differential leveling and
 PU1575.adjusted by the NATIONAL GEODETIC SURVEY
 PU1575.in June 1991.
 PU1575
 PU1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1575.GEOID18 height accuracy estimate available here.
 PU1575
 PU1575.Click photographs - Photos may exist for this station.
 PU1575
 PU1575.The dynamic height is computed by dividing the NAVD 88
 PU1575.geopotential number by the normal gravity value computed on the
 PU1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1575.degrees latitude (g = 980.6199 gals.).
 PU1575
 PU1575.The modeled gravity was interpolated from observed gravity values.
 PU1575
 PU1575;                    North         East    Units  Estimated Accuracy
 PU1575;SPC SD S     -   198,010.      369,330.      MT  (+/- 180 meters Scaled)
 PU1575
 PU1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ430822(NAD 83)
 PU1575
 PU1575                          SUPERSEDED SURVEY CONTROL
 PU1575
 PU1575  NGVD 29 (??/??/92)  976.20   (m)         3202.7    (f) COMPUTED    1 2
 PU1575
 PU1575.Superseded values are not recommended for survey control.
 PU1575
 PU1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1575.See file dsdata.pdf to determine how the superseded data were derived.
 PU1575
 PU1575_MARKER: DB = BENCH MARK DISK
 PU1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1575_STAMPING: F 11 1925
 PU1575_MARK LOGO: CGS
 PU1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1575+STABILITY: SURFACE MOTION
 PU1575
 PU1575  HISTORY     - Date     Condition        Report By
 PU1575  HISTORY     - 1925     MONUMENTED       CGS
 PU1575  HISTORY     - 19981129 MARK NOT FOUND   USPSQD
 PU1575  HISTORY     - 20110103 MARK NOT FOUND   INDIV
 PU1575
 PU1575                          STATION DESCRIPTION
 PU1575
 PU1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 PU1575'IN RAPID CITY.
 PU1575'THE B.M. IS ALONG THE C.M. AND ST.P. R.R. RIGHT OF WAY, 7.6
 PU1575'METERS 25 FEET S OF THE C.L. OF THE TRACK, 138.5 FEET NORTH OF
 PU1575'THE C.L. OF THE C. AND N.W. R.R. TRACK, 9.15 METERS 30 FEET
 PU1575'WEST OF FENCE CORNER POST, 22.6 METERS 74.2 FEET EAST OF A SWITCH
 PU1575'STANDON THE C.M. AND ST.P. R.R. AND ABOUT 150 YARDS WEST OF THE
 PU1575'CUSTER BATTLE-FIELD HIGHWAY CROSSING.
 PU1575
 PU1575                          STATION RECOVERY (1998)
 PU1575
 PU1575'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU1575'MARK NOT FOUND.
 PU1575
 PU1575                          STATION RECOVERY (2011)
 PU1575
 PU1575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1575'ACCESS CAP BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1576 ***********************************************************************
 PU1576  DESIGNATION -  F 11 RESET
 PU1576  PID         -  PU1576
 PU1576  STATE/COUNTY-  SD/PENNINGTON
 PU1576  COUNTRY     -  US
 PU1576  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1576
 PU1576                         *CURRENT SURVEY CONTROL
 PU1576  ______________________________________________________________________
 PU1576* NAD 83(1986) POSITION- 44 04 47.     (N) 103 12 50.     (W)   SCALED
 PU1576* NAVD 88 ORTHO HEIGHT -   976.667 (meters)     3204.28  (feet) ADJUSTED
 PU1576  ______________________________________________________________________
 PU1576  GEOID HEIGHT    -        -15.919 (meters)                     GEOID18
 PU1576  DYNAMIC HEIGHT  -        976.345 (meters)     3203.23  (feet) COMP
 PU1576  MODELED GRAVITY -    980,255.1   (mgal)                       NAVD 88
 PU1576
 PU1576  VERT ORDER      -  FIRST     CLASS II
 PU1576
 PU1576.The horizontal coordinates were scaled from a map and have
 PU1576.an estimated accuracy of +/- 6 seconds.
 PU1576
 PU1576.The orthometric height was determined by differential leveling and
 PU1576.adjusted by the NATIONAL GEODETIC SURVEY
 PU1576.in June 1991.
 PU1576
 PU1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1576.GEOID18 height accuracy estimate available here.
 PU1576
 PU1576.Click photographs - Photos may exist for this station.
 PU1576
 PU1576.The dynamic height is computed by dividing the NAVD 88
 PU1576.geopotential number by the normal gravity value computed on the
 PU1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1576.degrees latitude (g = 980.6199 gals.).
 PU1576
 PU1576.The modeled gravity was interpolated from observed gravity values.
 PU1576
 PU1576;                    North         East    Units  Estimated Accuracy
 PU1576;SPC SD S     -   198,010.      369,330.      MT  (+/- 180 meters Scaled)
 PU1576
 PU1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ430822(NAD 83)
 PU1576
 PU1576                          SUPERSEDED SURVEY CONTROL
 PU1576
 PU1576  NGVD 29 (??/??/92)  976.197  (m)         3202.74   (f) ADJ UNCH    1 2
 PU1576
 PU1576.Superseded values are not recommended for survey control.
 PU1576
 PU1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1576.See file dsdata.pdf to determine how the superseded data were derived.
 PU1576
 PU1576_MARKER: DB = BENCH MARK DISK
 PU1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1576_STAMPING: F 11 RESET 1939
 PU1576_MARK LOGO: CGS
 PU1576_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1576+STABILITY: SURFACE MOTION
 PU1576
 PU1576  HISTORY     - Date     Condition        Report By
 PU1576  HISTORY     - 1939     MONUMENTED       CGS
 PU1576  HISTORY     - 1962     GOOD             CGS
 PU1576  HISTORY     - 1985     GOOD             NGS
 PU1576  HISTORY     - 19971227 MARK NOT FOUND   USPSQD
 PU1576  HISTORY     - 19981129 MARK NOT FOUND   USPSQD
 PU1576  HISTORY     - 20110113 MARK NOT FOUND   INDIV
 PU1576
 PU1576                          STATION DESCRIPTION
 PU1576
 PU1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1576'1 MI E FROM RAPID CITY.
 PU1576'ABOUT 0.95 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1576'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1576'STATION AT RAPID CITY, IN SECTION 1, T 1 N, R 8 E, 0.1 MILE WEST
 PU1576'OF THE CROSSING OF MAPLE AVENUE, 0.1 MILE EAST OF THE CROSSING
 PU1576'WITH HIGHWAYS 14, 16 AND 79, 3 POLES EAST OF MILE POST 99, 121
 PU1576'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 PU1576'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 66 FEET
 PU1576'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A METAL TOOL SHED,
 PU1576'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1576'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PU1576
 PU1576                          STATION RECOVERY (1985)
 PU1576
 PU1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1576'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM (0.1
 PU1576'MI) NORTH ALONG EAST STREET (US HIGHWAY 16) FROM THE POST OFFICE IN
 PU1576'RAPID CITY, THENCE 0.15 KM (0.1 MI) EAST ALONG THE CHICAGO, MILWAUKEE,
 PU1576'ST PAUL AND PACIFIC RAILROAD, 2.4 METERS (8 FT) SOUTH OF THE SOUTH
 PU1576'RAIL OF A SIDE TRACK, 36.9 METERS (121 FT) NORTHEAST OF THE NORTHEAST
 PU1576'RAIL OF THE MAIN TRACK OF THE NORTH WESTERN RAILROAD AND 20.1 METERS
 PU1576'(66 FT) NORTH OF THE NORTH CORNER OF THE NORTH WESTERN RAILROAD TOOL
 PU1576'SHED.
 PU1576'THE MARK IS 0.2 M BELOW THE TRACKS.
 PU1576
 PU1576                          STATION RECOVERY (1997)
 PU1576
 PU1576'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1576'MARK NOT FOUND.
 PU1576
 PU1576                          STATION RECOVERY (1998)
 PU1576
 PU1576'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU1576'MARK NOT FOUND.
 PU1576
 PU1576                          STATION RECOVERY (2011)
 PU1576
 PU1576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1576'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0535 ***********************************************************************
 QS0535  DESIGNATION -  F 119
 QS0535  PID         -  QS0535
 QS0535  STATE/COUNTY-  SD/CORSON
 QS0535  COUNTRY     -  US
 QS0535  USGS QUAD   -  THUNDER HAWK (2017)
 QS0535
 QS0535                         *CURRENT SURVEY CONTROL
 QS0535  ______________________________________________________________________
 QS0535* NAD 83(1986) POSITION- 45 56 35.     (N) 101 57 21.     (W)   SCALED
 QS0535* NAVD 88 ORTHO HEIGHT -   783.928 (meters)     2571.94  (feet) ADJUSTED
 QS0535  ______________________________________________________________________
 QS0535  GEOID HEIGHT    -        -19.360 (meters)                     GEOID18
 QS0535  DYNAMIC HEIGHT  -        783.834 (meters)     2571.63  (feet) COMP
 QS0535  MODELED GRAVITY -    980,468.5   (mgal)                       NAVD 88
 QS0535
 QS0535  VERT ORDER      -  SECOND    CLASS 0
 QS0535
 QS0535.The horizontal coordinates were scaled from a map and have
 QS0535.an estimated accuracy of +/- 6 seconds.
 QS0535
 QS0535.The orthometric height was determined by differential leveling and
 QS0535.adjusted by the NATIONAL GEODETIC SURVEY
 QS0535.in June 1991.
 QS0535
 QS0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0535.GEOID18 height accuracy estimate available here.
 QS0535
 QS0535.Click photographs - Photos may exist for this station.
 QS0535
 QS0535.The dynamic height is computed by dividing the NAVD 88
 QS0535.geopotential number by the normal gravity value computed on the
 QS0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0535.degrees latitude (g = 980.6199 gals.).
 QS0535
 QS0535.The modeled gravity was interpolated from observed gravity values.
 QS0535
 QS0535;                    North         East    Units  Estimated Accuracy
 QS0535;SPC SD N     -   236,280.      448,350.      MT  (+/- 180 meters Scaled)
 QS0535
 QS0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR708919(NAD 83)
 QS0535
 QS0535                          SUPERSEDED SURVEY CONTROL
 QS0535
 QS0535  NGVD 29 (??/??/92)  783.425  (m)         2570.29   (f) ADJ UNCH    2 0
 QS0535
 QS0535.Superseded values are not recommended for survey control.
 QS0535
 QS0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0535.See file dsdata.pdf to determine how the superseded data were derived.
 QS0535
 QS0535_MARKER: DB = BENCH MARK DISK
 QS0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0535_STAMPING: F 119 1934
 QS0535_MARK LOGO: CGS
 QS0535_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0535+STABILITY: SURFACE MOTION
 QS0535
 QS0535  HISTORY     - Date     Condition        Report By
 QS0535  HISTORY     - 1934     MONUMENTED       CGS
 QS0535  HISTORY     - 1938     GOOD             CGS
 QS0535
 QS0535                          STATION DESCRIPTION
 QS0535
 QS0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0535'0.8 MI E FROM THUNDER HAWK.
 QS0535'0.8 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0535'RAILROAD FROM THE STATION AT THUNDER HAWK, CORSON COUNTY, 27
 QS0535'FEET WEST OF THE CENTER OF THE GATEWAY AT THE CROSSING OF A FIELD
 QS0535'ROAD, 18.5 FEET WEST OF THE WEST GATEPOST, 47.3 FEET NORTH OF
 QS0535'THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTH OF THE
 QS0535'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 119 1934 AND
 QS0535'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QS0535'GROUND.
 QS0535
 QS0535                          STATION RECOVERY (1938)
 QS0535
 QS0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0293 ***********************************************************************
 OR0293  DESIGNATION -  F 12
 OR0293  PID         -  OR0293
 OR0293  STATE/COUNTY-  SD/GREGORY
 OR0293  COUNTRY     -  US
 OR0293  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0293
 OR0293                         *CURRENT SURVEY CONTROL
 OR0293  ______________________________________________________________________
 OR0293* NAD 83(1986) POSITION- 43 02 20.     (N) 098 42 18.     (W)   SCALED
 OR0293* NAVD 88 ORTHO HEIGHT -   547.797 (meters)     1797.23  (feet) ADJUSTED
 OR0293  ______________________________________________________________________
 OR0293  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 OR0293  DYNAMIC HEIGHT  -        547.603 (meters)     1796.59  (feet) COMP
 OR0293  MODELED GRAVITY -    980,248.9   (mgal)                       NAVD 88
 OR0293
 OR0293  VERT ORDER      -  FIRST     CLASS II
 OR0293
 OR0293.The horizontal coordinates were scaled from a map and have
 OR0293.an estimated accuracy of +/- 6 seconds.
 OR0293
 OR0293.The orthometric height was determined by differential leveling and
 OR0293.adjusted by the NATIONAL GEODETIC SURVEY
 OR0293.in June 1991.
 OR0293
 OR0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0293.GEOID18 height accuracy estimate available here.
 OR0293
 OR0293.Click photographs - Photos may exist for this station.
 OR0293
 OR0293.The dynamic height is computed by dividing the NAVD 88
 OR0293.geopotential number by the normal gravity value computed on the
 OR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0293.degrees latitude (g = 980.6199 gals.).
 OR0293
 OR0293.The modeled gravity was interpolated from observed gravity values.
 OR0293
 OR0293;                    North         East    Units  Estimated Accuracy
 OR0293;SPC SD S     -    79,680.      732,680.      MT  (+/- 180 meters Scaled)
 OR0293
 OR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN240651(NAD 83)
 OR0293
 OR0293                          SUPERSEDED SURVEY CONTROL
 OR0293
 OR0293  NGVD 29 (??/??/92)  547.486  (m)         1796.21   (f) ADJ UNCH    1 2
 OR0293
 OR0293.Superseded values are not recommended for survey control.
 OR0293
 OR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0293.See file dsdata.pdf to determine how the superseded data were derived.
 OR0293
 OR0293_MARKER: DD = SURVEY DISK
 OR0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0293_STAMPING: F 12 1796.036
 OR0293_MARK LOGO: USACE
 OR0293_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0293+STABILITY: SURFACE MOTION
 OR0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0293+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0293
 OR0293  HISTORY     - Date     Condition        Report By
 OR0293  HISTORY     - UNK      MONUMENTED       USACE
 OR0293  HISTORY     - 1946     GOOD             CGS
 OR0293  HISTORY     - 1949     GOOD             CGS
 OR0293  HISTORY     - 20130125 GOOD             INDIV
 OR0293
 OR0293                          STATION DESCRIPTION
 OR0293
 OR0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0293'12.4 MI E FROM FAIRFAX.
 OR0293'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0293'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0293'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST
 OR0293'0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG
 OR0293'A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT ROAD,
 OR0293'THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 OR0293'BENCH MARK IS AT A T INTERSECTION, 37.0 FEET NORTH OF AND ABOUT
 OR0293'LEVEL WITH THE CENTER LINE OF THE ROAD LEADING EAST, 28.0 FEET
 OR0293'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2.0 FEET
 OR0293'NORTHEAST OF A FENCE CORNER AND 1.0 FOOT SOUTHWEST OF A 2 IN X
 OR0293'4 IN MARKER POST.  A BRONZE DISK STAMPED F 12 1796.036 SET IN
 OR0293'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 OR0293
 OR0293                          STATION RECOVERY (1949)
 OR0293
 OR0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0293'RECOVERED IN GOOD CONDITION.
 OR0293
 OR0293                          STATION RECOVERY (2013)
 OR0293
 OR0293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0358 ***********************************************************************
 OT0358  DESIGNATION -  F 12
 OT0358  PID         -  OT0358
 OT0358  STATE/COUNTY-  SD/FALL RIVER
 OT0358  COUNTRY     -  US
 OT0358  USGS QUAD   -  BUFFALO GAP (2017)
 OT0358
 OT0358                         *CURRENT SURVEY CONTROL
 OT0358  ______________________________________________________________________
 OT0358* NAD 83(1986) POSITION- 43 26 03.     (N) 103 22 26.     (W)   SCALED
 OT0358* NAVD 88 ORTHO HEIGHT -  1023.548 (meters)     3358.09  (feet) ADJUSTED
 OT0358  ______________________________________________________________________
 OT0358  GEOID HEIGHT    -        -15.995 (meters)                     GEOID18
 OT0358  DYNAMIC HEIGHT  -       1023.132 (meters)     3356.73  (feet) COMP
 OT0358  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 OT0358
 OT0358  VERT ORDER      -  FIRST     CLASS II
 OT0358
 OT0358.The horizontal coordinates were scaled from a map and have
 OT0358.an estimated accuracy of +/- 6 seconds.
 OT0358
 OT0358.The orthometric height was determined by differential leveling and
 OT0358.adjusted by the NATIONAL GEODETIC SURVEY
 OT0358.in June 1991.
 OT0358
 OT0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0358.GEOID18 height accuracy estimate available here.
 OT0358
 OT0358.Click photographs - Photos may exist for this station.
 OT0358
 OT0358.The dynamic height is computed by dividing the NAVD 88
 OT0358.geopotential number by the normal gravity value computed on the
 OT0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0358.degrees latitude (g = 980.6199 gals.).
 OT0358
 OT0358.The modeled gravity was interpolated from observed gravity values.
 OT0358
 OT0358;                    North         East    Units  Estimated Accuracy
 OT0358;SPC SD S     -   126,800.      353,900.      MT  (+/- 180 meters Scaled)
 OT0358
 OT0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ316103(NAD 83)
 OT0358
 OT0358                          SUPERSEDED SURVEY CONTROL
 OT0358
 OT0358  NGVD 29 (??/??/92) 1023.067  (m)         3356.51   (f) ADJ UNCH    1 2
 OT0358
 OT0358.Superseded values are not recommended for survey control.
 OT0358
 OT0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0358.See file dsdata.pdf to determine how the superseded data were derived.
 OT0358
 OT0358_MARKER: DB = BENCH MARK DISK
 OT0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0358_STAMPING: F 12 1926
 OT0358_MARK LOGO: CGS
 OT0358_PROJECTION: FLUSH
 OT0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0358+STABILITY: SURFACE MOTION
 OT0358
 OT0358  HISTORY     - Date     Condition        Report By
 OT0358  HISTORY     - 1926     MONUMENTED       CGS
 OT0358  HISTORY     - 1963     GOOD             CGS
 OT0358  HISTORY     - 1985     GOOD             NGS
 OT0358
 OT0358                          STATION DESCRIPTION
 OT0358
 OT0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0358'5.4 MI SW FROM BUFFALO GAP.
 OT0358'0.1 MILES SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN HILLS
 OT0358'BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 OT0358'THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 3.85 MILES
 OT0358'SOUTH ALONG STATE HIGHWAY 79, THENCE 0.4 MILE SOUTHWEST ALONG THE
 OT0358'OLD ABADONED CHICAGO AND NORTH WESTERN RAILWAY GRADE, IN SECTION
 OT0358'14, T 7 S, R 6 E, 96 FEET SOUTHEAST OF AND ACROSS THE OLD TRACK
 OT0358'BED FROM A FENCE, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OT0358'OLD TRACK BED, 1.2 FEET FROM A METAL WITNESS POST, ABOUT 2 FEET
 OT0358'ABOVE THE LEVEL OF THE OLD TRACK BED, AND SET IN THE TOP OF A
 OT0358'CONCRETE POST FLUSH WITH THE GROUND.
 OT0358
 OT0358                          STATION RECOVERY (1985)
 OT0358
 OT0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0358'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OT0358'NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05 MI) SOUTHEAST ALONG US HIGHWAYS
 OT0358'18 AND 385 FROM THEIR JUNCTION AT HOT SPRINGS, THENCE 4.95 KM (3.1 MI)
 OT0358'NORTHEAST ALONG STATE HIGHWAY 79, THENCE 0.6 KM (0.4 MI) WEST ALONG AN
 OT0358'OLD RAILROAD BED, 13.7 METERS (45 FT) SOUTHEAST OF THE CENTER OF THE
 OT0358'OLD RAILROAD BED AND 29.2 METERS (96 FT) SOUTHEAST ACROSS THE RAILROAD
 OT0358'BED FROM A FENCE.
 OT0358'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 OT0358'THE MARK IS 0.6 M ABOVE RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1367 ***********************************************************************
 PU1367  DESIGNATION -  F 121
 PU1367  PID         -  PU1367
 PU1367  STATE/COUNTY-  SD/BUTTE
 PU1367  COUNTRY     -  US
 PU1367  USGS QUAD   -  NEWELL (2017)
 PU1367
 PU1367                         *CURRENT SURVEY CONTROL
 PU1367  ______________________________________________________________________
 PU1367* NAD 83(1986) POSITION- 44 41 58.     (N) 103 25 34.     (W)   SCALED
 PU1367* NAVD 88 ORTHO HEIGHT -   858.440 (meters)     2816.40  (feet) ADJUSTED
 PU1367  ______________________________________________________________________
 PU1367  GEOID HEIGHT    -        -16.346 (meters)                     GEOID18
 PU1367  DYNAMIC HEIGHT  -        858.222 (meters)     2815.68  (feet) COMP
 PU1367  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 PU1367
 PU1367  VERT ORDER      -  FIRST     CLASS II
 PU1367
 PU1367.The horizontal coordinates were scaled from a map and have
 PU1367.an estimated accuracy of +/- 6 seconds.
 PU1367
 PU1367.The orthometric height was determined by differential leveling and
 PU1367.adjusted by the NATIONAL GEODETIC SURVEY
 PU1367.in June 1991.
 PU1367
 PU1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1367.GEOID18 height accuracy estimate available here.
 PU1367
 PU1367.Click photographs - Photos may exist for this station.
 PU1367
 PU1367.The dynamic height is computed by dividing the NAVD 88
 PU1367.geopotential number by the normal gravity value computed on the
 PU1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1367.degrees latitude (g = 980.6199 gals.).
 PU1367
 PU1367.The modeled gravity was interpolated from observed gravity values.
 PU1367
 PU1367;                    North         East    Units  Estimated Accuracy
 PU1367;SPC SD N     -   101,990.      328,550.      MT  (+/- 180 meters Scaled)
 PU1367
 PU1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK246507(NAD 83)
 PU1367
 PU1367                          SUPERSEDED SURVEY CONTROL
 PU1367
 PU1367  NGVD 29 (??/??/92)  857.969  (m)         2814.85   (f) ADJ UNCH    1 2
 PU1367
 PU1367.Superseded values are not recommended for survey control.
 PU1367
 PU1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1367.See file dsdata.pdf to determine how the superseded data were derived.
 PU1367
 PU1367_MARKER: DB = BENCH MARK DISK
 PU1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1367_STAMPING: F 121 1934
 PU1367_MARK LOGO: CGS
 PU1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1367+STABILITY: SURFACE MOTION
 PU1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1367+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1367
 PU1367  HISTORY     - Date     Condition        Report By
 PU1367  HISTORY     - 1934     MONUMENTED       CGS
 PU1367  HISTORY     - 1962     GOOD             CGS
 PU1367  HISTORY     - 19951116 GOOD             NGS
 PU1367
 PU1367                          STATION DESCRIPTION
 PU1367
 PU1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1367'0.6 MI W FROM NEWELL.
 PU1367'0.6 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1367'THE STATION AT NEWELL, AT THE CROSSING OF U.S. HIGHWAY 212, 102.5
 PU1367'FEET SOUTHWEST OF THE CENTERLINE OF THE CROSSING, 52.5 FEET
 PU1367'WEST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTH OF THE
 PU1367'SOUTH RAIL, 3 FEET NORTHWEST OF A CABLE ROUTE WARNING SIGN POST,
 PU1367'7 FEET NORTH OF A TELEPHONE POLE, 1.2 FEET EAST OF A WITNESS
 PU1367'POST, 4 FEET BELOW THE HIGHWAY, A CONCRETE POST PROJECTING ABOUT
 PU1367'1 INCH.  ALSO 0.9 MILE SOUTH OF THE FIRST LUTHERAN CHURCH AT
 PU1367'NEWELL.
 PU1367
 PU1367                          STATION RECOVERY (1995)
 PU1367
 PU1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1367'2.2 KM (1.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1367'STATE HIGHWAY 75 IN NEWELL, 15.8 M (51.8 FT) WEST OF THE HIGHWAY
 PU1367'CENTERLINE, 2.1 M (6.9 FT) NORTH OF A UTILITY POLE, 1.0 M (3.3 FT)
 PU1367'BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHWEST OF AN
 PU1367'UNDERGROUND CABLE WARNING SIGN, 0.4 M (1.3 FT) EAST OF A WITNESS POST,
 PU1367'0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 PU1367'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0138 ***********************************************************************
 QT0138  DESIGNATION -  F 122
 QT0138  PID         -  QT0138
 QT0138  STATE/COUNTY-  SD/MEADE
 QT0138  COUNTRY     -  US
 QT0138  USGS QUAD   -  MUD CREEK (2017)
 QT0138
 QT0138                         *CURRENT SURVEY CONTROL
 QT0138  ______________________________________________________________________
 QT0138* NAD 83(1986) POSITION- 45 00 09.     (N) 102 52 35.     (W)   SCALED
 QT0138* NAVD 88 ORTHO HEIGHT -   871.413 (meters)     2858.96  (feet) ADJUSTED
 QT0138  ______________________________________________________________________
 QT0138  GEOID HEIGHT    -        -17.434 (meters)                     GEOID18
 QT0138  DYNAMIC HEIGHT  -        871.225 (meters)     2858.34  (feet) COMP
 QT0138  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 QT0138
 QT0138  VERT ORDER      -  SECOND    CLASS 0
 QT0138
 QT0138.The horizontal coordinates were scaled from a map and have
 QT0138.an estimated accuracy of +/- 6 seconds.
 QT0138
 QT0138.The orthometric height was determined by differential leveling and
 QT0138.adjusted by the NATIONAL GEODETIC SURVEY
 QT0138.in June 1991.
 QT0138
 QT0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0138.GEOID18 height accuracy estimate available here.
 QT0138
 QT0138.Click photographs - Photos may exist for this station.
 QT0138
 QT0138.The dynamic height is computed by dividing the NAVD 88
 QT0138.geopotential number by the normal gravity value computed on the
 QT0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0138.degrees latitude (g = 980.6199 gals.).
 QT0138
 QT0138.The modeled gravity was interpolated from observed gravity values.
 QT0138
 QT0138;                    North         East    Units  Estimated Accuracy
 QT0138;SPC SD N     -   133,950.      373,280.      MT  (+/- 180 meters Scaled)
 QT0138
 QT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK673854(NAD 83)
 QT0138
 QT0138                          SUPERSEDED SURVEY CONTROL
 QT0138
 QT0138  NGVD 29 (??/??/92)  870.936  (m)         2857.40   (f) ADJ UNCH    2 0
 QT0138
 QT0138.Superseded values are not recommended for survey control.
 QT0138
 QT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0138.See file dsdata.pdf to determine how the superseded data were derived.
 QT0138
 QT0138_MARKER: DB = BENCH MARK DISK
 QT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0138_STAMPING: F 122 1934
 QT0138_MARK LOGO: CGS
 QT0138_PROJECTION: PROJECTING 6 CENTIMETERS
 QT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0138+STABILITY: SURFACE MOTION
 QT0138
 QT0138  HISTORY     - Date     Condition        Report By
 QT0138  HISTORY     - 1934     MONUMENTED       CGS
 QT0138  HISTORY     - 1962     GOOD             CGS
 QT0138  HISTORY     - 19951116 MARK NOT FOUND   NGS
 QT0138
 QT0138                          STATION DESCRIPTION
 QT0138
 QT0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0138'AT MUD BUTTE.
 QT0138'AT MUD BUTTE, 0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE STORE,
 QT0138'0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 212, 28 FEET
 QT0138'WEST OF THE CENTER LINE OF THE ROAD, 64 FEET NORTH OF THE NORTH
 QT0138'END OF A GATE, 46 FEET NORTHEAST OF A T JUNCTION POWER POLE WITH
 QT0138'A GUY WIRE, 1.0 FOOT EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS
 QT0138'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 QT0138'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 QT0138
 QT0138                          STATION RECOVERY (1995)
 QT0138
 QT0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 QT0138'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0133 ***********************************************************************
 QT0133  DESIGNATION -  F 123 RESET
 QT0133  PID         -  QT0133
 QT0133  STATE/COUNTY-  SD/MEADE
 QT0133  COUNTRY     -  US
 QT0133  USGS QUAD   -  FAITH (2017)
 QT0133
 QT0133                         *CURRENT SURVEY CONTROL
 QT0133  ______________________________________________________________________
 QT0133* NAD 83(1986) POSITION- 45 01 24.     (N) 102 03 24.     (W)   SCALED
 QT0133* NAVD 88 ORTHO HEIGHT -   785.132 (meters)     2575.89  (feet) ADJUSTED
 QT0133  ______________________________________________________________________
 QT0133  GEOID HEIGHT    -        -19.404 (meters)                     GEOID18
 QT0133  DYNAMIC HEIGHT  -        784.978 (meters)     2575.38  (feet) COMP
 QT0133  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 QT0133
 QT0133  VERT ORDER      -  FIRST     CLASS II
 QT0133
 QT0133.The horizontal coordinates were scaled from a map and have
 QT0133.an estimated accuracy of +/- 6 seconds.
 QT0133
 QT0133.The orthometric height was determined by differential leveling and
 QT0133.adjusted by the NATIONAL GEODETIC SURVEY
 QT0133.in July 1998.
 QT0133
 QT0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0133.GEOID18 height accuracy estimate available here.
 QT0133
 QT0133.Click photographs - Photos may exist for this station.
 QT0133
 QT0133.The dynamic height is computed by dividing the NAVD 88
 QT0133.geopotential number by the normal gravity value computed on the
 QT0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0133.degrees latitude (g = 980.6199 gals.).
 QT0133
 QT0133.The modeled gravity was interpolated from observed gravity values.
 QT0133
 QT0133;                    North         East    Units  Estimated Accuracy
 QT0133;SPC SD N     -   134,290.      437,930.      MT  (+/- 180 meters Scaled)
 QT0133
 QT0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK318897(NAD 83)
 QT0133
 QT0133                          SUPERSEDED SURVEY CONTROL
 QT0133
 QT0133  NAVD 88 (06/15/91)  785.124  (m)         2575.86   (f) SUPERSEDED  1 2
 QT0133  NGVD 29 (??/??/92)  784.671  (m)         2574.37   (f) ADJ UNCH    1 2
 QT0133
 QT0133.Superseded values are not recommended for survey control.
 QT0133
 QT0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0133.See file dsdata.pdf to determine how the superseded data were derived.
 QT0133
 QT0133_MARKER: DB = BENCH MARK DISK
 QT0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0133_STAMPING: F 123 RESET 1946
 QT0133_MARK LOGO: CGS
 QT0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0133+STABILITY: SURFACE MOTION
 QT0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0133+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0133
 QT0133  HISTORY     - Date     Condition        Report By
 QT0133  HISTORY     - 1946     MONUMENTED       SDHD
 QT0133  HISTORY     - 1963     GOOD             CGS
 QT0133  HISTORY     - 1981     GOOD             NGS
 QT0133  HISTORY     - 19960425 GOOD             NGS
 QT0133
 QT0133                          STATION DESCRIPTION
 QT0133
 QT0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0133'0.9 MI W FROM FAITH.
 QT0133'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0133'FAITH, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 212 TO THE CREST
 QT0133'OF A HILL, 84 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 34
 QT0133'FEET NORTH OF A FENCE, 103 FEET EAST OF THE CENTER LINE OF A
 QT0133'PRIVATE ROAD, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 QT0133'10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 QT0133'CONCRETE POST PROJECTING 4 INCHES.
 QT0133
 QT0133                          STATION RECOVERY (1981)
 QT0133
 QT0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0133'RECOVERED IN GOOD CONDITION.
 QT0133
 QT0133                          STATION RECOVERY (1996)
 QT0133
 QT0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0133'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0133'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 723.0 M (2372.0 FT) WEST OF
 QT0133'MILEPOST 114, 31.7 M (104.0 FT) EAST OF THE CENTER OF A DRIVEWAY, 25.9
 QT0133'M (85.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT) NORTH OF
 QT0133'A WITNESS POST AND FENCE, 7.3 M (24.0 FT) SOUTHWEST OF A UTILITY POLE,
 QT0133'2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 QT0133'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1108 ***********************************************************************
 PU1108  DESIGNATION -  F 124 RESET
 PU1108  PID         -  PU1108
 PU1108  STATE/COUNTY-  SD/BUTTE
 PU1108  COUNTRY     -  US
 PU1108  USGS QUAD   -  CASTLE ROCK (2017)
 PU1108
 PU1108                         *CURRENT SURVEY CONTROL
 PU1108  ______________________________________________________________________
 PU1108* NAD 83(1986) POSITION- 44 58 05.     (N) 103 25 26.     (W)   SCALED
 PU1108* NAVD 88 ORTHO HEIGHT -   953.63  (meters)     3128.7   (feet) RESET
 PU1108  ______________________________________________________________________
 PU1108  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 PU1108  VERT ORDER      -  THIRD
 PU1108
 PU1108.The horizontal coordinates were scaled from a map and have
 PU1108.an estimated accuracy of +/- 6 seconds.
 PU1108
 PU1108.The orthometric height was computed from unverified reset data.
 PU1108
 PU1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1108.GEOID18 height accuracy estimate available here.
 PU1108
 PU1108.Click photographs - Photos may exist for this station.
 PU1108
 PU1108;                    North         East    Units  Estimated Accuracy
 PU1108;SPC SD N     -   131,800.      329,980.      MT  (+/- 180 meters Scaled)
 PU1108
 PU1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK242806(NAD 83)
 PU1108
 PU1108                          SUPERSEDED SURVEY CONTROL
 PU1108
 PU1108.No superseded survey control is available for this station.
 PU1108
 PU1108_MARKER: DB = BENCH MARK DISK
 PU1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1108_STAMPING: F 124 RESET 1967
 PU1108_MARK LOGO: CGS
 PU1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1108+STABILITY: SURFACE MOTION
 PU1108
 PU1108  HISTORY     - Date     Condition        Report By
 PU1108  HISTORY     - 1967     MONUMENTED       CGS
 PU1108
 PU1108                          STATION DESCRIPTION
 PU1108
 PU1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PU1108'0.3 MI N FROM CASTLE ROCK.
 PU1108'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1108'AT CASTLE ROCK, ABOUT 160 FEET EAST OF THE CENTERLINE OF THE
 PU1108'HIGHWAY, 2 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE
 PU1108'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0056 ***********************************************************************
 QT0056  DESIGNATION -  F 125
 QT0056  PID         -  QT0056
 QT0056  STATE/COUNTY-  SD/PERKINS
 QT0056  COUNTRY     -  US
 QT0056  USGS QUAD   -  FAITH NW (2017)
 QT0056
 QT0056                         *CURRENT SURVEY CONTROL
 QT0056  ______________________________________________________________________
 QT0056* NAD 83(1986) POSITION- 45 14 31.     (N) 102 09 41.     (W)   SCALED
 QT0056* NAVD 88 ORTHO HEIGHT -   737.169 (meters)     2418.53  (feet) ADJUSTED
 QT0056  ______________________________________________________________________
 QT0056  GEOID HEIGHT    -        -18.986 (meters)                     GEOID18
 QT0056  DYNAMIC HEIGHT  -        737.046 (meters)     2418.13  (feet) COMP
 QT0056  MODELED GRAVITY -    980,426.0   (mgal)                       NAVD 88
 QT0056
 QT0056  VERT ORDER      -  SECOND    CLASS 0
 QT0056
 QT0056.The horizontal coordinates were scaled from a map and have
 QT0056.an estimated accuracy of +/- 6 seconds.
 QT0056
 QT0056.The orthometric height was determined by differential leveling and
 QT0056.adjusted by the NATIONAL GEODETIC SURVEY
 QT0056.in June 1991.
 QT0056
 QT0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0056.GEOID18 height accuracy estimate available here.
 QT0056
 QT0056.Click photographs - Photos may exist for this station.
 QT0056
 QT0056.The dynamic height is computed by dividing the NAVD 88
 QT0056.geopotential number by the normal gravity value computed on the
 QT0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0056.degrees latitude (g = 980.6199 gals.).
 QT0056
 QT0056.The modeled gravity was interpolated from observed gravity values.
 QT0056
 QT0056;                    North         East    Units  Estimated Accuracy
 QT0056;SPC SD N     -   158,790.      430,330.      MT  (+/- 180 meters Scaled)
 QT0056
 QT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL227137(NAD 83)
 QT0056
 QT0056                          SUPERSEDED SURVEY CONTROL
 QT0056
 QT0056  NGVD 29 (??/??/92)  736.729  (m)         2417.09   (f) ADJ UNCH    2 0
 QT0056
 QT0056.Superseded values are not recommended for survey control.
 QT0056
 QT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0056.See file dsdata.pdf to determine how the superseded data were derived.
 QT0056
 QT0056_MARKER: DB = BENCH MARK DISK
 QT0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0056_STAMPING: F 125 1934
 QT0056_MARK LOGO: CGS
 QT0056_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0056+STABILITY: SURFACE MOTION
 QT0056
 QT0056  HISTORY     - Date     Condition        Report By
 QT0056  HISTORY     - 1934     MONUMENTED       CGS
 QT0056  HISTORY     - 1953     GOOD             CGS
 QT0056
 QT0056                          STATION DESCRIPTION
 QT0056
 QT0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QT0056'18 MI S FROM COAL SPRINGS.
 QT0056'18.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 QT0056'AT COAL SPRINGS, PERKINS COUNTY, 3.3 MILES NORTH OF THE BRIDGE
 QT0056'OVER MOREAU RIVER, 139 FEET NORTH OF A ROAD TRAIL LEADING WEST,
 QT0056'AND 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 QT0056'DISK, STAMPED F 125 1934 AND SET IN THE TOP OF A CONCRETE POST
 QT0056'PROJECTING 6 INCHES ABOVE GROUND.  MAY BE REACHED BY GOING 3.0
 QT0056'MILES NORTH OF BRIDGE OVER MOREAU RIVER ON HIGHWAY 73, 400 FEET
 QT0056'WEST ALONG FARM LANE TO OLD HIGHWAY 73 LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2417 ***********************************************************************
 PU2417  DESIGNATION -  F 126 RESET
 PU2417  PID         -  PU2417
 PU2417  STATE/COUNTY-  SD/MEADE
 PU2417  COUNTRY     -  US
 PU2417  USGS QUAD   -  LEMMON CREEK (2017)
 PU2417
 PU2417                         *CURRENT SURVEY CONTROL
 PU2417  ______________________________________________________________________
 PU2417* NAD 83(1986) POSITION- 44 39 14.     (N) 102 03 06.     (W)   SCALED
 PU2417* NAVD 88 ORTHO HEIGHT -   750.753 (meters)     2463.10  (feet) ADJUSTED
 PU2417  ______________________________________________________________________
 PU2417  GEOID HEIGHT    -        -19.792 (meters)                     GEOID18
 PU2417  DYNAMIC HEIGHT  -        750.577 (meters)     2462.52  (feet) COMP
 PU2417  MODELED GRAVITY -    980,357.6   (mgal)                       NAVD 88
 PU2417
 PU2417  VERT ORDER      -  FIRST     CLASS II
 PU2417
 PU2417.The horizontal coordinates were scaled from a map and have
 PU2417.an estimated accuracy of +/- 6 seconds.
 PU2417
 PU2417.The orthometric height was determined by differential leveling and
 PU2417.adjusted by the NATIONAL GEODETIC SURVEY
 PU2417.in July 1998.
 PU2417
 PU2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2417.GEOID18 height accuracy estimate available here.
 PU2417
 PU2417.Click photographs - Photos may exist for this station.
 PU2417
 PU2417.The dynamic height is computed by dividing the NAVD 88
 PU2417.geopotential number by the normal gravity value computed on the
 PU2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2417.degrees latitude (g = 980.6199 gals.).
 PU2417
 PU2417.The modeled gravity was interpolated from observed gravity values.
 PU2417
 PU2417;                    North         East    Units  Estimated Accuracy
 PU2417;SPC SD N     -    93,240.      437,290.      MT  (+/- 180 meters Scaled)
 PU2417
 PU2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK337487(NAD 83)
 PU2417
 PU2417                          SUPERSEDED SURVEY CONTROL
 PU2417
 PU2417  NGVD 29 (04/17/07)  750.27   (m)         2461.5    (f) RESET       3  
 PU2417
 PU2417.Superseded values are not recommended for survey control.
 PU2417
 PU2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2417.See file dsdata.pdf to determine how the superseded data were derived.
 PU2417
 PU2417_MARKER: DV = VERTICAL CONTROL DISK
 PU2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2417_STAMPING: F 126 RESET 1988
 PU2417_MARK LOGO: NGS
 PU2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2417+STABILITY: SURFACE MOTION
 PU2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2417+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2417
 PU2417  HISTORY     - Date     Condition        Report By
 PU2417  HISTORY     - 1988     MONUMENTED       NGS
 PU2417  HISTORY     - 19960711 GOOD             NGS
 PU2417
 PU2417                          STATION DESCRIPTION
 PU2417
 PU2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2417'ALSO A POSITIONED HORIZONTAL POINT AND AZIMUTH MARK FOR HOWES 2.
 PU2417'4.0 KM (2.50 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 PU2417'STATE HIGHWAY 34 AT HOWES, 32.46 M (106.5 FT) EAST FROM THE CENTER
 PU2417'OF 73, 9.6 M (31.5 FT) EAST FROM A FENCE, 3.85 M (12.6 FT)SOUTHWEST
 PU2417'FROM A POWER POLE, 0.6 M (2.0 FT) EAST FROM A WITNESS POST, SET
 PU2417'IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
 PU2417
 PU2417                          STATION RECOVERY (1996)
 PU2417
 PU2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2417'4.0 KM (2.50 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2417'STATE HIGHWAY 34 IN HOWES, 606.0 M (1988.2 FT) SOUTH OF MILEPOST 149,
 PU2417'32.5 M (106.6 FT) EAST OF THE HIGHWAY CENTERLINE, 9.6 M (31.5 FT) EAST
 PU2417'OF A WITNESS POST AND FENCE, 3.8 M (12.5 FT) SOUTHWEST OF A UTILITY
 PU2417'POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 PU2417'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU2417'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0179 ***********************************************************************
 PU0179  DESIGNATION -  F 127
 PU0179  PID         -  PU0179
 PU0179  STATE/COUNTY-  SD/MEADE
 PU0179  COUNTRY     -  US
 PU0179  USGS QUAD   -  PLAINVIEW (2017)
 PU0179
 PU0179                         *CURRENT SURVEY CONTROL
 PU0179  ______________________________________________________________________
 PU0179* NAD 83(1986) POSITION- 44 36 14.     (N) 102 09 40.     (W)   SCALED
 PU0179* NAVD 88 ORTHO HEIGHT -   741.463 (meters)     2432.62  (feet) ADJUSTED
 PU0179  ______________________________________________________________________
 PU0179  GEOID HEIGHT    -        -19.502 (meters)                     GEOID18
 PU0179  DYNAMIC HEIGHT  -        741.288 (meters)     2432.04  (feet) COMP
 PU0179  MODELED GRAVITY -    980,358.0   (mgal)                       NAVD 88
 PU0179
 PU0179  VERT ORDER      -  SECOND    CLASS 0
 PU0179
 PU0179.The horizontal coordinates were scaled from a map and have
 PU0179.an estimated accuracy of +/- 6 seconds.
 PU0179
 PU0179.The orthometric height was determined by differential leveling and
 PU0179.adjusted by the NATIONAL GEODETIC SURVEY
 PU0179.in June 1991.
 PU0179
 PU0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0179.GEOID18 height accuracy estimate available here.
 PU0179
 PU0179.Click photographs - Photos may exist for this station.
 PU0179
 PU0179.The dynamic height is computed by dividing the NAVD 88
 PU0179.geopotential number by the normal gravity value computed on the
 PU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0179.degrees latitude (g = 980.6199 gals.).
 PU0179
 PU0179.The modeled gravity was interpolated from observed gravity values.
 PU0179
 PU0179;                    North         East    Units  Estimated Accuracy
 PU0179;SPC SD N     -    87,920.      428,460.      MT  (+/- 180 meters Scaled)
 PU0179
 PU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK252428(NAD 83)
 PU0179
 PU0179                          SUPERSEDED SURVEY CONTROL
 PU0179
 PU0179  NGVD 29 (??/??/92)  741.090  (m)         2431.39   (f) ADJ UNCH    2 0
 PU0179
 PU0179.Superseded values are not recommended for survey control.
 PU0179
 PU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0179.See file dsdata.pdf to determine how the superseded data were derived.
 PU0179
 PU0179_MARKER: DB = BENCH MARK DISK
 PU0179_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0179_STAMPING: F 127 1934
 PU0179_MARK LOGO: CGS
 PU0179_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0179
 PU0179  HISTORY     - Date     Condition        Report By
 PU0179  HISTORY     - 1934     MONUMENTED       CGS
 PU0179  HISTORY     - 1953     GOOD             CGS
 PU0179  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU0179
 PU0179                          STATION DESCRIPTION
 PU0179
 PU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PU0179'AT PLAINVIEW.
 PU0179'AT PLAINVIEW, MEADE COUNTY, 5.9 MILES WEST ALONG STATE HIGHWAY
 PU0179'34 FROM THE JUNCTION WITH STATE HIGHWAY 73, 28.2 MILES SOUTH
 PU0179'OF FAITH, 39 YARDS SOUTHWEST OF A STORE, 30 FEET WEST OF THE
 PU0179'CENTERLINE OF A SECTION ROAD, 61 FEET NORTH OF THE CENTERLINE
 PU0179'OF THE HIGHWAY, AND 5.9 FEET SOUTHWEST OF A CORNER FENCE POST.
 PU0179'A STANDARD DISK, STAMPED F 127 1934 AND SET IN THE TOP OF A
 PU0179'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 PU0179
 PU0179                          STATION RECOVERY (1963)
 PU0179
 PU0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0107 ***********************************************************************
 PT0107  DESIGNATION -  F 13
 PT0107  PID         -  PT0107
 PT0107  STATE/COUNTY-  SD/LYMAN
 PT0107  COUNTRY     -  US
 PT0107  USGS QUAD   -  STONY BUTTE (2017)
 PT0107
 PT0107                         *CURRENT SURVEY CONTROL
 PT0107  ______________________________________________________________________
 PT0107* NAD 83(1986) POSITION- 44 02 07.54   (N) 100 16 56.73   (W)   HD_HELD1
 PT0107* NAVD 88 ORTHO HEIGHT -   606.182 (meters)     1988.78  (feet) ADJUSTED
 PT0107  ______________________________________________________________________
 PT0107  GEOID HEIGHT    -        -24.479 (meters)                     GEOID18
 PT0107  DYNAMIC HEIGHT  -        606.004 (meters)     1988.20  (feet) COMP
 PT0107  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 PT0107
 PT0107  VERT ORDER      -  FIRST     CLASS II
 PT0107
 PT0107.The horizontal coordinates were determined by differentially corrected
 PT0107.hand held GPS observations or other comparable positioning techniques
 PT0107.and have an estimated accuracy of +/- 3 meters.
 PT0107
 PT0107.The orthometric height was determined by differential leveling and
 PT0107.adjusted by the NATIONAL GEODETIC SURVEY
 PT0107.in June 1991.
 PT0107
 PT0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0107.GEOID18 height accuracy estimate available here.
 PT0107
 PT0107.Click photographs - Photos may exist for this station.
 PT0107
 PT0107.The dynamic height is computed by dividing the NAVD 88
 PT0107.geopotential number by the normal gravity value computed on the
 PT0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0107.degrees latitude (g = 980.6199 gals.).
 PT0107
 PT0107.The modeled gravity was interpolated from observed gravity values.
 PT0107
 PT0107;                    North         East    Units  Estimated Accuracy
 PT0107;SPC SD S     -   189,092.4     604,080.5     MT  (+/- 3 meters HH1 GPS) 
 PT0107
 PT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9724376607(NAD 83)
 PT0107
 PT0107                          SUPERSEDED SURVEY CONTROL
 PT0107
 PT0107.No superseded survey control is available for this station.
 PT0107
 PT0107_MARKER: DB = BENCH MARK DISK
 PT0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0107_STAMPING: F 13 1926 1987.414
 PT0107_MARK LOGO: CGS
 PT0107_PROJECTION: FLUSH
 PT0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0107+STABILITY: SURFACE MOTION
 PT0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0107+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 PT0107
 PT0107  HISTORY     - Date     Condition        Report By
 PT0107  HISTORY     - 1926     MONUMENTED       CGS
 PT0107  HISTORY     - 1934     GOOD             LOCSUR
 PT0107  HISTORY     - 1965     MARK NOT FOUND   USGS
 PT0107  HISTORY     - 19861110 GOOD             NGS
 PT0107  HISTORY     - 20011127 GOOD             DUCKS
 PT0107
 PT0107                          STATION DESCRIPTION
 PT0107
 PT0107'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 PT0107'8 MI N FROM VIVIAN.
 PT0107'8 MILES NORTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 PT0107'VIVIAN, LYMAN COUNTY, AT THE EAST END OF STONEY BUTTE, ABOUT
 PT0107'200 YARDS NORTH OF A SHARP BEND IN THE HIGHWAY AT A FARMHOUSE,
 PT0107'IN LINE WITH THE SOUTH FENCE OF AN INTERSECTING SECTION-LINE
 PT0107'ROAD, AND 3 FEET WEST OF THE EAST FENCE ALONG THE HIGHWAY.  A
 PT0107'STANDARD DISK, STAMPED 1987.414 F 13 1926 AND SET IN THE TOP OF
 PT0107'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PT0107
 PT0107                          STATION RECOVERY (1965)
 PT0107
 PT0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PT0107'THE ROAD HAS BEEN WIDENED AND IMPROVED.
 PT0107
 PT0107                          STATION RECOVERY (1986)
 PT0107
 PT0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0107'0.9 KM (0.55 MI) NORTH ALONG MAIN STREET AND COUNTY ROAD 27 FROM
 PT0107'THE BANK IN VIVIAN, THEN RIGHT 0.5 KM (0.30 MI) EAST ALONG A GRAVEL
 PT0107'ROAD, THEN LEFT 11.8 KM (7.35 MI) NORTH ALONG COUNTY ROAD 27,
 PT0107'0.2 KM (0.15 MI) NORTH OF A SHARP BEND IN THE ROAD, AT THE EAST END
 PT0107'OF STONEY BUTTE, IN LINE WITH THE SOUTH FENCE OF AN EAST BOUND
 PT0107'SECTION LINE ROAD, 0.6 M (2.0 FT) WEST FROM THE EAST RIGHT OF WAY
 PT0107'FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS, 0.3 M (1.0 FT) NORTH OF A
 PT0107'TELEPHONE POLE, 9.75 M (32.0 FT) SOUTH OF A ROAD, 9.14 M (30.0 FT)
 PT0107'EAST OF A ROAD IN SECTION 35, R 79 E, T 107 N.. THIS MARK PREVIOUSLY
 PT0107'REPORTED DESTROYED, BUT IT IS NOT.
 PT0107
 PT0107                          STATION RECOVERY (2001)
 PT0107
 PT0107'RECOVERY NOTE BY DUCKS UNLIMITED 2001 (GLJ)
 PT0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0291 ***********************************************************************
 OR0291  DESIGNATION -  F 13
 OR0291  PID         -  OR0291
 OR0291  STATE/COUNTY-  SD/GREGORY
 OR0291  COUNTRY     -  US
 OR0291  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0291
 OR0291                         *CURRENT SURVEY CONTROL
 OR0291  ______________________________________________________________________
 OR0291* NAD 83(1986) POSITION- 43 02 19.50   (N) 098 41 07.40   (W)   HD_HELD1
 OR0291* NAVD 88 ORTHO HEIGHT -   547.519 (meters)     1796.32  (feet) ADJUSTED
 OR0291  ______________________________________________________________________
 OR0291  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 OR0291  DYNAMIC HEIGHT  -        547.327 (meters)     1795.69  (feet) COMP
 OR0291  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 OR0291
 OR0291  VERT ORDER      -  FIRST     CLASS II
 OR0291
 OR0291.The horizontal coordinates were determined by differentially corrected
 OR0291.hand held GPS observations or other comparable positioning techniques
 OR0291.and have an estimated accuracy of +/- 3 meters.
 OR0291
 OR0291.The orthometric height was determined by differential leveling and
 OR0291.adjusted by the NATIONAL GEODETIC SURVEY
 OR0291.in June 1991.
 OR0291
 OR0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0291.GEOID18 height accuracy estimate available here.
 OR0291
 OR0291.Click photographs - Photos may exist for this station.
 OR0291
 OR0291.The dynamic height is computed by dividing the NAVD 88
 OR0291.geopotential number by the normal gravity value computed on the
 OR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0291.degrees latitude (g = 980.6199 gals.).
 OR0291
 OR0291.The modeled gravity was interpolated from observed gravity values.
 OR0291
 OR0291;                    North         East    Units  Estimated Accuracy
 OR0291;SPC SD S     -    79,698.0     734,276.0     MT  (+/- 3 meters HH1 GPS) 
 OR0291
 OR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2562765165(NAD 83)
 OR0291
 OR0291                          SUPERSEDED SURVEY CONTROL
 OR0291
 OR0291  NGVD 29 (??/??/92)  547.211  (m)         1795.31   (f) ADJ UNCH    1 2
 OR0291
 OR0291.Superseded values are not recommended for survey control.
 OR0291
 OR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0291.See file dsdata.pdf to determine how the superseded data were derived.
 OR0291
 OR0291_MARKER: DD = SURVEY DISK
 OR0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0291_STAMPING: F 13 1795.084
 OR0291_MARK LOGO: USACE
 OR0291_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0291+STABILITY: SURFACE MOTION
 OR0291
 OR0291  HISTORY     - Date     Condition        Report By
 OR0291  HISTORY     - UNK      MONUMENTED       USACE
 OR0291  HISTORY     - 1946     GOOD             CGS
 OR0291  HISTORY     - 1962     POOR             USGS
 OR0291  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0291
 OR0291                          STATION DESCRIPTION
 OR0291
 OR0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0291'13.4 MI E FROM FAIRFAX.
 OR0291'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0291'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0291'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST 0.2
 OR0291'MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A
 OR0291'GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT ROAD,
 OR0291'THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 1.0
 OR0291'MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT
 OR0291'THE NORTHEAST CORNER OF A SCHOOL HOUSE YARD, 33.0 FEET SOUTH OF
 OR0291'AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 82.0
 OR0291'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE, 5.0
 OR0291'FEET EAST OF THE EAST END OF A STEEL GATE, 3.0 FEET SOUTHWEST
 OR0291'OF A FENCE CORNER AND 1.5 FEET NORTHEAST OF A 2 IN X 4 IN MARKER
 OR0291'POST.  A BRONZE DISK STAMPED F 13 1795.084 SET IN THE TOP OF A
 OR0291'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 OR0291
 OR0291                          STATION RECOVERY (1962)
 OR0291
 OR0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0291'MARK RECOVERED IN POOR CONDITION.
 OR0291
 OR0291                          STATION RECOVERY (2013)
 OR0291
 OR0291'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0290 ***********************************************************************
 OR0290  DESIGNATION -  F 13 A
 OR0290  PID         -  OR0290
 OR0290  STATE/COUNTY-  SD/GREGORY
 OR0290  COUNTRY     -  US
 OR0290  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0290
 OR0290                         *CURRENT SURVEY CONTROL
 OR0290  ______________________________________________________________________
 OR0290* NAD 83(1986) POSITION- 43 02 19.     (N) 098 41 07.     (W)   SCALED
 OR0290* NAVD 88 ORTHO HEIGHT -   547.088 (meters)     1794.90  (feet) ADJUSTED
 OR0290  ______________________________________________________________________
 OR0290  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 OR0290  DYNAMIC HEIGHT  -        546.895 (meters)     1794.27  (feet) COMP
 OR0290  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 OR0290
 OR0290  VERT ORDER      -  FIRST     CLASS II
 OR0290
 OR0290.The horizontal coordinates were scaled from a map and have
 OR0290.an estimated accuracy of +/- 6 seconds.
 OR0290
 OR0290.The orthometric height was determined by differential leveling and
 OR0290.adjusted by the NATIONAL GEODETIC SURVEY
 OR0290.in June 1991.
 OR0290
 OR0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0290.GEOID18 height accuracy estimate available here.
 OR0290
 OR0290.Click photographs - Photos may exist for this station.
 OR0290
 OR0290.The dynamic height is computed by dividing the NAVD 88
 OR0290.geopotential number by the normal gravity value computed on the
 OR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0290.degrees latitude (g = 980.6199 gals.).
 OR0290
 OR0290.The modeled gravity was interpolated from observed gravity values.
 OR0290
 OR0290;                    North         East    Units  Estimated Accuracy
 OR0290;SPC SD S     -    79,680.      734,290.      MT  (+/- 180 meters Scaled)
 OR0290
 OR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN256651(NAD 83)
 OR0290
 OR0290                          SUPERSEDED SURVEY CONTROL
 OR0290
 OR0290  NGVD 29 (??/??/92)  546.779  (m)         1793.89   (f) ADJ UNCH    1 2
 OR0290
 OR0290.Superseded values are not recommended for survey control.
 OR0290
 OR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0290.See file dsdata.pdf to determine how the superseded data were derived.
 OR0290
 OR0290_MARKER: DD = SURVEY DISK
 OR0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0290_STAMPING: F 13 A
 OR0290_MARK LOGO: USACE
 OR0290_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0290+STABILITY: SURFACE MOTION
 OR0290
 OR0290  HISTORY     - Date     Condition        Report By
 OR0290  HISTORY     - UNK      MONUMENTED       USACE
 OR0290  HISTORY     - 1949     GOOD             CGS
 OR0290  HISTORY     - 1962     GOOD             CGS
 OR0290  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0290  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0290
 OR0290                          STATION DESCRIPTION
 OR0290
 OR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0290'13 MI E FROM FAIRFAX.
 OR0290'9.0 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0290'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, THENCE 0.3 MILE EAST
 OR0290'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 OR0290'ROAD, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 OR0290'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 OR0290'GRAVELED ROAD, 88 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 74.3
 OR0290'FEET EAST OF THE NORTHEAST CORNER OF THE MAIN PART OF A SCHOOLHOUSE,
 OR0290'53.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 15.0 FEET NORTH
 OR0290'OF THE EXTENDED SOUTH WALL OF THE SCHOOL BUILDING, 1.8 FEET SOUTH
 OR0290'OF A REFERENCE POST, 1.4 FEET WEST OF A FENCE, AND SET IN THE TOP
 OR0290'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OR0290
 OR0290                          STATION RECOVERY (1962)
 OR0290
 OR0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0290'RECOVERED IN GOOD CONDITION.
 OR0290
 OR0290                          STATION RECOVERY (1993)
 OR0290
 OR0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0290'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0290
 OR0290                          STATION RECOVERY (2013)
 OR0290
 OR0290'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0035 ***********************************************************************
 OT0035  DESIGNATION -  F 130
 OT0035  PID         -  OT0035
 OT0035  STATE/COUNTY-  SD/PENNINGTON
 OT0035  COUNTRY     -  US
 OT0035  USGS QUAD   -  WALL (2017)
 OT0035
 OT0035                         *CURRENT SURVEY CONTROL
 OT0035  ______________________________________________________________________
 OT0035* NAD 83(1986) POSITION- 43 59 38.63   (N) 102 14 31.38   (W)   HD_HELD1
 OT0035* NAVD 88 ORTHO HEIGHT -   859.290 (meters)     2819.19  (feet) ADJUSTED
 OT0035  ______________________________________________________________________
 OT0035  GEOID HEIGHT    -        -19.002 (meters)                     GEOID18
 OT0035  DYNAMIC HEIGHT  -        859.027 (meters)     2818.32  (feet) COMP
 OT0035  MODELED GRAVITY -    980,282.5   (mgal)                       NAVD 88
 OT0035
 OT0035  VERT ORDER      -  SECOND    CLASS 0
 OT0035
 OT0035.The horizontal coordinates were determined by differentially corrected
 OT0035.hand held GPS observations or other comparable positioning techniques
 OT0035.and have an estimated accuracy of +/- 3 meters.
 OT0035
 OT0035.The orthometric height was determined by differential leveling and
 OT0035.adjusted by the NATIONAL GEODETIC SURVEY
 OT0035.in June 1991.
 OT0035
 OT0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0035.GEOID18 height accuracy estimate available here.
 OT0035
 OT0035.Click photographs - Photos may exist for this station.
 OT0035
 OT0035.The dynamic height is computed by dividing the NAVD 88
 OT0035.geopotential number by the normal gravity value computed on the
 OT0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0035.degrees latitude (g = 980.6199 gals.).
 OT0035
 OT0035.The modeled gravity was interpolated from observed gravity values.
 OT0035
 OT0035;                    North         East    Units  Estimated Accuracy
 OT0035;SPC SD S     -   186,254.5     446,918.3     MT  (+/- 3 meters HH1 GPS) 
 OT0035
 OT0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2114174911(NAD 83)
 OT0035
 OT0035                          SUPERSEDED SURVEY CONTROL
 OT0035
 OT0035  NGVD 29 (??/??/92)  858.831  (m)         2817.68   (f) ADJ UNCH    2 0
 OT0035
 OT0035.Superseded values are not recommended for survey control.
 OT0035
 OT0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0035.See file dsdata.pdf to determine how the superseded data were derived.
 OT0035
 OT0035_MARKER: DB = BENCH MARK DISK
 OT0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0035_STAMPING: F 130 1934
 OT0035_MARK LOGO: CGS
 OT0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0035+STABILITY: SURFACE MOTION
 OT0035
 OT0035  HISTORY     - Date     Condition        Report By
 OT0035  HISTORY     - 1934     MONUMENTED       CGS
 OT0035  HISTORY     - 1962     GOOD             CGS
 OT0035  HISTORY     - 19910715 MARK NOT FOUND   NGS
 OT0035
 OT0035                          STATION DESCRIPTION
 OT0035
 OT0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0035'AT WALL.
 OT0035'AT WALL, 1 1/2 BLOCKS NORTH OF THE POST OFFICE, 177 FEET NORTH
 OT0035'OF THE NORTHEAST LEG OF THE CITY WATER TANK, 54 FEET WEST OF THE
 OT0035'CENTER LINE OF MAIN STREET, 12.6 FEET NORTHEAST OF THE NORTHEAST
 OT0035'CORNER OF THE WALL WATER SYSTEM BUILDING, 5.3 FEET WEST OF THE
 OT0035'WEST EDGE OF A SIDE WALK, 2 1/2 FEET ABOVE THE STREET LEVEL, AND
 OT0035'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 OT0035
 OT0035                          STATION RECOVERY (1991)
 OT0035
 OT0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0035'A THROUGH SEARCH REVELED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0606 ***********************************************************************
 PU0606  DESIGNATION -  F 131
 PU0606  PID         -  PU0606
 PU0606  STATE/COUNTY-  SD/PENNINGTON
 PU0606  COUNTRY     -  US
 PU0606  USGS QUAD   -  OWANKA (2017)
 PU0606
 PU0606                         *CURRENT SURVEY CONTROL
 PU0606  ______________________________________________________________________
 PU0606* NAD 83(1986) POSITION- 44 00 29.     (N) 102 32 33.     (W)   SCALED
 PU0606* NAVD 88 ORTHO HEIGHT -   748.402 (meters)     2455.38  (feet) ADJUSTED
 PU0606  ______________________________________________________________________
 PU0606  GEOID HEIGHT    -        -18.217 (meters)                     GEOID18
 PU0606  DYNAMIC HEIGHT  -        748.176 (meters)     2454.64  (feet) COMP
 PU0606  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 PU0606
 PU0606  VERT ORDER      -  SECOND    CLASS 0
 PU0606
 PU0606.The horizontal coordinates were scaled from a map and have
 PU0606.an estimated accuracy of +/- 6 seconds.
 PU0606
 PU0606.The orthometric height was determined by differential leveling and
 PU0606.adjusted by the NATIONAL GEODETIC SURVEY
 PU0606.in June 1991.
 PU0606
 PU0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0606.GEOID18 height accuracy estimate available here.
 PU0606
 PU0606.Click photographs - Photos may exist for this station.
 PU0606
 PU0606.The dynamic height is computed by dividing the NAVD 88
 PU0606.geopotential number by the normal gravity value computed on the
 PU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0606.degrees latitude (g = 980.6199 gals.).
 PU0606
 PU0606.The modeled gravity was interpolated from observed gravity values.
 PU0606
 PU0606;                    North         East    Units  Estimated Accuracy
 PU0606;SPC SD S     -   188,410.      422,870.      MT  (+/- 180 meters Scaled)
 PU0606
 PU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ970757(NAD 83)
 PU0606
 PU0606                          SUPERSEDED SURVEY CONTROL
 PU0606
 PU0606  NGVD 29 (??/??/92)  747.950  (m)         2453.90   (f) ADJ UNCH    2 0
 PU0606
 PU0606.Superseded values are not recommended for survey control.
 PU0606
 PU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0606.See file dsdata.pdf to determine how the superseded data were derived.
 PU0606
 PU0606_MARKER: DB = BENCH MARK DISK
 PU0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0606_STAMPING: F 131 1934
 PU0606_MARK LOGO: CGS
 PU0606_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0606+STABILITY: SURFACE MOTION
 PU0606
 PU0606  HISTORY     - Date     Condition        Report By
 PU0606  HISTORY     - 1934     MONUMENTED       CGS
 PU0606
 PU0606                          STATION DESCRIPTION
 PU0606
 PU0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0606'2.5 MI E FROM OWANKA.
 PU0606'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0606'THE STATION AT OWANKA, PENNINGTON COUNTY, AT MILEPOST 613, 185
 PU0606'YARDS EAST OF CULVERT 1861, 44.7 FEET SOUTH OF THE SOUTH RAIL,
 PU0606'3 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A
 PU0606'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0278 ***********************************************************************
 OT0278  DESIGNATION -  F 132 RESET
 OT0278  PID         -  OT0278
 OT0278  STATE/COUNTY-  SD/PENNINGTON
 OT0278  COUNTRY     -  US
 OT0278  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0278
 OT0278                         *CURRENT SURVEY CONTROL
 OT0278  ______________________________________________________________________
 OT0278* NAD 83(1986) POSITION- 43 41 44.     (N) 102 31 19.     (W)   SCALED
 OT0278* NAVD 88 ORTHO HEIGHT -   853.75  (meters)     2801.0   (feet) RESET
 OT0278  ______________________________________________________________________
 OT0278  GEOID HEIGHT    -        -18.283 (meters)                     GEOID18
 OT0278  VERT ORDER      -  THIRD
 OT0278
 OT0278.The horizontal coordinates were scaled from a map and have
 OT0278.an estimated accuracy of +/- 6 seconds.
 OT0278
 OT0278.The orthometric height was computed from unverified reset data.
 OT0278
 OT0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0278.GEOID18 height accuracy estimate available here.
 OT0278
 OT0278.Click photographs - Photos may exist for this station.
 OT0278
 OT0278;                    North         East    Units  Estimated Accuracy
 OT0278;SPC SD S     -   153,660.      423,600.      MT  (+/- 180 meters Scaled)
 OT0278
 OT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ996410(NAD 83)
 OT0278
 OT0278                          SUPERSEDED SURVEY CONTROL
 OT0278
 OT0278.No superseded survey control is available for this station.
 OT0278
 OT0278_MARKER: DB = BENCH MARK DISK
 OT0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0278_STAMPING: F 132 RESET 1966
 OT0278_MARK LOGO: CGS
 OT0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0278+STABILITY: SURFACE MOTION
 OT0278
 OT0278  HISTORY     - Date     Condition        Report By
 OT0278  HISTORY     - 1966     MONUMENTED       SDHD
 OT0278
 OT0278                          STATION DESCRIPTION
 OT0278
 OT0278'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1966
 OT0278'6.4 MI S FROM SCENIC.
 OT0278'ABOUT 6.4 MILES SOUTH ALONG A ROAD LEADING TO MANDERSON AND
 OT0278'BRENNAN FROM THE CHICAGO, ST. PAUL, MILWAUKEE AND PACIFIC
 OT0278'RAILROAD FROM SCENIC, 73 FEET NORTHWEST OF THE CENTER LINE OF THE
 OT0278'ROAD, 2 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER AND SET IN THE
 OT0278'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0201 ***********************************************************************
 OT0201  DESIGNATION -  F 133
 OT0201  PID         -  OT0201
 OT0201  STATE/COUNTY-  SD/SHANNON
 OT0201  COUNTRY     -  US
 OT0201  USGS QUAD   -  WOUNDED KNEE (2017)
 OT0201
 OT0201                         *CURRENT SURVEY CONTROL
 OT0201  ______________________________________________________________________
 OT0201* NAD 83(1986) POSITION- 43 08 02.     (N) 102 21 04.     (W)   SCALED
 OT0201* NAVD 88 ORTHO HEIGHT -   995.345 (meters)     3265.56  (feet) ADJUSTED
 OT0201  ______________________________________________________________________
 OT0201  GEOID HEIGHT    -        -18.456 (meters)                     GEOID18
 OT0201  DYNAMIC HEIGHT  -        994.917 (meters)     3264.16  (feet) COMP
 OT0201  MODELED GRAVITY -    980,156.5   (mgal)                       NAVD 88
 OT0201
 OT0201  VERT ORDER      -  SECOND    CLASS 0
 OT0201
 OT0201.The horizontal coordinates were scaled from a map and have
 OT0201.an estimated accuracy of +/- 6 seconds.
 OT0201
 OT0201.The orthometric height was determined by differential leveling and
 OT0201.adjusted by the NATIONAL GEODETIC SURVEY
 OT0201.in June 1991.
 OT0201
 OT0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0201.GEOID18 height accuracy estimate available here.
 OT0201
 OT0201.Click photographs - Photos may exist for this station.
 OT0201
 OT0201.The dynamic height is computed by dividing the NAVD 88
 OT0201.geopotential number by the normal gravity value computed on the
 OT0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0201.degrees latitude (g = 980.6199 gals.).
 OT0201
 OT0201.The modeled gravity was interpolated from observed gravity values.
 OT0201
 OT0201;                    North         East    Units  Estimated Accuracy
 OT0201;SPC SD S     -    90,930.      435,850.      MT  (+/- 180 meters Scaled)
 OT0201
 OT0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH154790(NAD 83)
 OT0201
 OT0201                          SUPERSEDED SURVEY CONTROL
 OT0201
 OT0201  NGVD 29 (??/??/92)  994.853  (m)         3263.95   (f) ADJ UNCH    2 0
 OT0201
 OT0201.Superseded values are not recommended for survey control.
 OT0201
 OT0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0201.See file dsdata.pdf to determine how the superseded data were derived.
 OT0201
 OT0201_MARKER: DB = BENCH MARK DISK
 OT0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0201_STAMPING: F 133 1934
 OT0201_MARK LOGO: CGS
 OT0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0201+STABILITY: SURFACE MOTION
 OT0201
 OT0201  HISTORY     - Date     Condition        Report By
 OT0201  HISTORY     - 1934     MONUMENTED       CGS
 OT0201  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0201
 OT0201                          STATION DESCRIPTION
 OT0201
 OT0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0201'0.7 MI E FROM BRENNAN.
 OT0201'0.7 MILE EAST ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0201'BRENNAN, SHANNON COUNTY, 36.2 FEET SOUTHEAST OF THE SOUTH END
 OT0201'OF AN 18-INCH CORRUGATED-IRON CULVERT, 42 FEET SOUTH OF THE
 OT0201'CENTERLINE OF THE HIGHWAY, AND 3.1 FEET SOUTHEAST OF A FENCE
 OT0201'CORNER.  A STANDARD DISK, STAMPED F 133 1934 AND SET IN THE
 OT0201'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OT0201'NOTE-- BRENNAN IS NOW SHOWN AS MAPS AS WOUNDED KNEE.
 OT0201
 OT0201                          STATION RECOVERY (1966)
 OT0201
 OT0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0408 ***********************************************************************
 OT0408  DESIGNATION -  F 134
 OT0408  PID         -  OT0408
 OT0408  STATE/COUNTY-  SD/FALL RIVER
 OT0408  COUNTRY     -  US
 OT0408  USGS QUAD   -  OELRICHS (2017)
 OT0408
 OT0408                         *CURRENT SURVEY CONTROL
 OT0408  ______________________________________________________________________
 OT0408* NAD 83(1986) POSITION- 43 07 48.     (N) 103 13 32.     (W)   SCALED
 OT0408* NAVD 88 ORTHO HEIGHT -  1034.089 (meters)     3392.67  (feet) ADJUSTED
 OT0408  ______________________________________________________________________
 OT0408  GEOID HEIGHT    -        -17.034 (meters)                     GEOID18
 OT0408  DYNAMIC HEIGHT  -       1033.622 (meters)     3391.14  (feet) COMP
 OT0408  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 OT0408
 OT0408  VERT ORDER      -  SECOND    CLASS 0
 OT0408
 OT0408.The horizontal coordinates were scaled from a map and have
 OT0408.an estimated accuracy of +/- 6 seconds.
 OT0408
 OT0408.The orthometric height was determined by differential leveling and
 OT0408.adjusted by the NATIONAL GEODETIC SURVEY
 OT0408.in June 1991.
 OT0408
 OT0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0408.GEOID18 height accuracy estimate available here.
 OT0408
 OT0408.Click photographs - Photos may exist for this station.
 OT0408
 OT0408.The dynamic height is computed by dividing the NAVD 88
 OT0408.geopotential number by the normal gravity value computed on the
 OT0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0408.degrees latitude (g = 980.6199 gals.).
 OT0408
 OT0408.The modeled gravity was interpolated from observed gravity values.
 OT0408
 OT0408;                    North         East    Units  Estimated Accuracy
 OT0408;SPC SD S     -    92,600.      364,720.      MT  (+/- 180 meters Scaled)
 OT0408
 OT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH443767(NAD 83)
 OT0408
 OT0408                          SUPERSEDED SURVEY CONTROL
 OT0408
 OT0408  NGVD 29 (??/??/92) 1033.548  (m)         3390.90   (f) ADJ UNCH    2 0
 OT0408
 OT0408.Superseded values are not recommended for survey control.
 OT0408
 OT0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0408.See file dsdata.pdf to determine how the superseded data were derived.
 OT0408
 OT0408_MARKER: DB = BENCH MARK DISK
 OT0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0408_STAMPING: F 134 1934
 OT0408_MARK LOGO: CGS
 OT0408_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0408+STABILITY: SURFACE MOTION
 OT0408
 OT0408  HISTORY     - Date     Condition        Report By
 OT0408  HISTORY     - 1934     MONUMENTED       CGS
 OT0408
 OT0408                          STATION DESCRIPTION
 OT0408
 OT0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0408'3.6 MI S FROM OELRICHS.
 OT0408'3.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0408'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, 38.5 YARDS
 OT0408'NORTH OF MILEPOST H 23, 96 FEET NORTH OF THE CORNER POST OF A
 OT0408'SECTION-LINE FENCE IN LINE WITH A ROW OF POLES, 44.5 FEET WEST
 OT0408'OF THE WEST RAIL, 51 FEET SOUTH OF POLE, AND 3 FEET EAST OF THE
 OT0408'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 134 1934 AND
 OT0408'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OT0408'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0229 ***********************************************************************
 OT0229  DESIGNATION -  F 135
 OT0229  PID         -  OT0229
 OT0229  STATE/COUNTY-  SD/SHANNON
 OT0229  COUNTRY     -  US
 OT0229  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0229
 OT0229                         *CURRENT SURVEY CONTROL
 OT0229  ______________________________________________________________________
 OT0229* NAD 83(1986) POSITION- 43 12 01.     (N) 102 45 10.     (W)   SCALED
 OT0229* NAVD 88 ORTHO HEIGHT -   908.649 (meters)     2981.13  (feet) ADJUSTED
 OT0229  ______________________________________________________________________
 OT0229  GEOID HEIGHT    -        -17.851 (meters)                     GEOID18
 OT0229  DYNAMIC HEIGHT  -        908.278 (meters)     2979.91  (feet) COMP
 OT0229  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 OT0229
 OT0229  VERT ORDER      -  SECOND    CLASS 0
 OT0229
 OT0229.The horizontal coordinates were scaled from a map and have
 OT0229.an estimated accuracy of +/- 6 seconds.
 OT0229
 OT0229.The orthometric height was determined by differential leveling and
 OT0229.adjusted by the NATIONAL GEODETIC SURVEY
 OT0229.in June 1991.
 OT0229
 OT0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0229.GEOID18 height accuracy estimate available here.
 OT0229
 OT0229.Click photographs - Photos may exist for this station.
 OT0229
 OT0229.The dynamic height is computed by dividing the NAVD 88
 OT0229.geopotential number by the normal gravity value computed on the
 OT0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0229.degrees latitude (g = 980.6199 gals.).
 OT0229
 OT0229.The modeled gravity was interpolated from observed gravity values.
 OT0229
 OT0229;                    North         East    Units  Estimated Accuracy
 OT0229;SPC SD S     -    99,170.      403,400.      MT  (+/- 180 meters Scaled)
 OT0229
 OT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH825855(NAD 83)
 OT0229
 OT0229                          SUPERSEDED SURVEY CONTROL
 OT0229
 OT0229  NGVD 29 (??/??/92)  908.171  (m)         2979.56   (f) ADJ UNCH    2 0
 OT0229
 OT0229.Superseded values are not recommended for survey control.
 OT0229
 OT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0229.See file dsdata.pdf to determine how the superseded data were derived.
 OT0229
 OT0229_MARKER: DB = BENCH MARK DISK
 OT0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0229_STAMPING: F 135 1934
 OT0229_MARK LOGO: CGS
 OT0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0229+STABILITY: SURFACE MOTION
 OT0229
 OT0229  HISTORY     - Date     Condition        Report By
 OT0229  HISTORY     - 1934     MONUMENTED       CGS
 OT0229  HISTORY     - 19931110 MARK NOT FOUND   NGS
 OT0229
 OT0229                          STATION DESCRIPTION
 OT0229
 OT0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0229'1.8 MI NW FROM OGLALA.
 OT0229'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE STORE AND
 OT0229'POST OFFICE AT OGLALA, SHANNON COUNTY, 0.9 MILE NORTHWEST OF THE
 OT0229'JUNCTION OF THE ROAD LEADING TO CHADRON, NEBRASKA, 50 FEET
 OT0229'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 OT0229'SOUTHWEST OF A FENCE LINE.  A STANDARD DISK, STAMPED F 135 1934
 OT0229'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OT0229'GROUND.
 OT0229
 OT0229                          STATION RECOVERY (1993)
 OT0229
 OT0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0229'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0329 ***********************************************************************
 OS0329  DESIGNATION -  F 136
 OS0329  PID         -  OS0329
 OS0329  STATE/COUNTY-  SD/TODD
 OS0329  COUNTRY     -  US
 OS0329  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS0329
 OS0329                         *CURRENT SURVEY CONTROL
 OS0329  ______________________________________________________________________
 OS0329* NAD 83(1986) POSITION- 43 12 49.     (N) 101 13 36.     (W)   SCALED
 OS0329* NAVD 88 ORTHO HEIGHT -   972.818 (meters)     3191.65  (feet) ADJUSTED
 OS0329  ______________________________________________________________________
 OS0329  GEOID HEIGHT    -        -21.098 (meters)                     GEOID18
 OS0329  DYNAMIC HEIGHT  -        972.414 (meters)     3190.33  (feet) COMP
 OS0329  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 OS0329
 OS0329  VERT ORDER      -  SECOND    CLASS 0
 OS0329
 OS0329.The horizontal coordinates were scaled from a map and have
 OS0329.an estimated accuracy of +/- 6 seconds.
 OS0329
 OS0329.The orthometric height was determined by differential leveling and
 OS0329.adjusted by the NATIONAL GEODETIC SURVEY
 OS0329.in June 1991.
 OS0329
 OS0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0329.GEOID18 height accuracy estimate available here.
 OS0329
 OS0329.Click photographs - Photos may exist for this station.
 OS0329
 OS0329.The dynamic height is computed by dividing the NAVD 88
 OS0329.geopotential number by the normal gravity value computed on the
 OS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0329.degrees latitude (g = 980.6199 gals.).
 OS0329
 OS0329.The modeled gravity was interpolated from observed gravity values.
 OS0329
 OS0329;                    North         East    Units  Estimated Accuracy
 OS0329;SPC SD S     -    98,180.      527,420.      MT  (+/- 180 meters Scaled)
 OS0329
 OS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN191869(NAD 83)
 OS0329
 OS0329                          SUPERSEDED SURVEY CONTROL
 OS0329
 OS0329  NGVD 29 (??/??/92)  972.376  (m)         3190.20   (f) ADJ UNCH    2 0
 OS0329
 OS0329.Superseded values are not recommended for survey control.
 OS0329
 OS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0329.See file dsdata.pdf to determine how the superseded data were derived.
 OS0329
 OS0329_MARKER: DB = BENCH MARK DISK
 OS0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0329_STAMPING: F 136 1934
 OS0329_MARK LOGO: CGS
 OS0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0329+STABILITY: SURFACE MOTION
 OS0329
 OS0329  HISTORY     - Date     Condition        Report By
 OS0329  HISTORY     - 1934     MONUMENTED       CGS
 OS0329
 OS0329                          STATION DESCRIPTION
 OS0329
 OS0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0329'7.7 MI E FROM VETAL.
 OS0329'IS LOCATED 7.7 MILES EAST OF THE POST OFFICE AT VETAL, 0.25 MILE
 OS0329'EAST OF COUNTY LINE, 20 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 OS0329'6.4 FEET WEST OF CORNER FENCE POST, 2.8 FEET NORTH OF FENCE.
 OS0329'STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 OS0329'STAMPED F 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0797 ***********************************************************************
 OS0797  DESIGNATION -  F 137 RESET
 OS0797  PID         -  OS0797
 OS0797  STATE/COUNTY-  SD/MELLETTE
 OS0797  COUNTRY     -  US
 OS0797  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0797
 OS0797                         *CURRENT SURVEY CONTROL
 OS0797  ______________________________________________________________________
 OS0797* NAD 83(1986) POSITION- 43 32 10.     (N) 100 41 21.     (W)   SCALED
 OS0797* NAVD 88 ORTHO HEIGHT -   707.00  (meters)     2319.5   (feet) RESET
 OS0797  ______________________________________________________________________
 OS0797  GEOID HEIGHT    -        -23.982 (meters)                     GEOID18
 OS0797  VERT ORDER      -  THIRD
 OS0797
 OS0797.The horizontal coordinates were scaled from a map and have
 OS0797.an estimated accuracy of +/- 6 seconds.
 OS0797
 OS0797.The orthometric height was computed from unverified reset data.
 OS0797
 OS0797.No vertical observational check was made to the station.
 OS0797
 OS0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0797.GEOID18 height accuracy estimate available here.
 OS0797
 OS0797.Click photographs - Photos may exist for this station.
 OS0797
 OS0797;                    North         East    Units  Estimated Accuracy
 OS0797;SPC SD S     -   133,680.      571,240.      MT  (+/- 180 meters Scaled)
 OS0797
 OS0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP635217(NAD 83)
 OS0797
 OS0797                          SUPERSEDED SURVEY CONTROL
 OS0797
 OS0797  NGVD 29 (04/17/07)  706.57   (m)         2318.1    (f) RESET       3  
 OS0797
 OS0797.Superseded values are not recommended for survey control.
 OS0797
 OS0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0797.See file dsdata.pdf to determine how the superseded data were derived.
 OS0797
 OS0797_MARKER: DV = VERTICAL CONTROL DISK
 OS0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0797_STAMPING: F 137 RESET 1986
 OS0797_MARK LOGO: NGS
 OS0797_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0797+STABILITY: SURFACE MOTION
 OS0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0797+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OS0797
 OS0797  HISTORY     - Date     Condition        Report By
 OS0797  HISTORY     - 1986     MONUMENTED       NGS
 OS0797
 OS0797                          STATION DESCRIPTION
 OS0797
 OS0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OS0797'3.9 KM (2.40 MI) SOUTH ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY
 OS0797'44 FROM THE HIGHWAYS JUNCTION IN WHITE RIVER, THEN LEFT, 3.9 KM
 OS0797'(2.45 MI), 22.6 M (74.1 FT) NORTH FROM THE CENTER OF HIGHWAY 44,
 OS0797'21.3 M (69.9 FT) WEST OF A CROSSROAD, 0.61 M (2.0 FT) SOUTH FROM
 OS0797'THE NORTH RIGHT OF WAY FENCE AND IN LINE WITH A T-FENCE NORTH,
 OS0797'0.3 M (1.0 FT) NORTH FROM A WITNESS POST, IN THE TOP OF AN 8-INCH
 OS0797'CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0551 ***********************************************************************
 OR0551  DESIGNATION -  F 139
 OR0551  PID         -  OR0551
 OR0551  STATE/COUNTY-  SD/GREGORY
 OR0551  COUNTRY     -  US
 OR0551  USGS QUAD   -  HERRICK NW (2017)
 OR0551
 OR0551                         *CURRENT SURVEY CONTROL
 OR0551  ______________________________________________________________________
 OR0551* NAD 83(1986) POSITION- 43 07 41.     (N) 099 11 53.     (W)   SCALED
 OR0551* NAVD 88 ORTHO HEIGHT -   659.595 (meters)     2164.02  (feet) ADJUSTED
 OR0551  ______________________________________________________________________
 OR0551  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 OR0551  DYNAMIC HEIGHT  -        659.343 (meters)     2163.19  (feet) COMP
 OR0551  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 OR0551
 OR0551  VERT ORDER      -  SECOND    CLASS 0
 OR0551
 OR0551.The horizontal coordinates were scaled from a map and have
 OR0551.an estimated accuracy of +/- 6 seconds.
 OR0551
 OR0551.The orthometric height was determined by differential leveling and
 OR0551.adjusted by the NATIONAL GEODETIC SURVEY
 OR0551.in June 1991.
 OR0551
 OR0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0551.GEOID18 height accuracy estimate available here.
 OR0551
 OR0551.Click photographs - Photos may exist for this station.
 OR0551
 OR0551.The dynamic height is computed by dividing the NAVD 88
 OR0551.geopotential number by the normal gravity value computed on the
 OR0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0551.degrees latitude (g = 980.6199 gals.).
 OR0551
 OR0551.The modeled gravity was interpolated from observed gravity values.
 OR0551
 OR0551;                    North         East    Units  Estimated Accuracy
 OR0551;SPC SD S     -    88,920.      692,370.      MT  (+/- 180 meters Scaled)
 OR0551
 OR0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN838750(NAD 83)
 OR0551
 OR0551                          SUPERSEDED SURVEY CONTROL
 OR0551
 OR0551.No superseded survey control is available for this station.
 OR0551
 OR0551_MARKER: DB = BENCH MARK DISK
 OR0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0551_STAMPING: F 139 1934
 OR0551_MARK LOGO: CGS
 OR0551_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0551+STABILITY: SURFACE MOTION
 OR0551
 OR0551  HISTORY     - Date     Condition        Report By
 OR0551  HISTORY     - 1934     MONUMENTED       CGS
 OR0551  HISTORY     - 1940     GOOD             CGS
 OR0551  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0551
 OR0551                          STATION DESCRIPTION
 OR0551
 OR0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0551'0.6 MI NW FROM HERRICK.
 OR0551'ABOUT 0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OR0551'RAILWAY FROM THE STATION AT HERRICK, GREGORY COUNTY, 84.2 FEET
 OR0551'WEST OF THE CROSSING OF A SECTION-LINE ROAD, 36.5 FEET SOUTHWEST
 OR0551'OF THE SOUTHWEST RAIL, IN LINE WITH A ROW OF POLES, 6.5 FEET
 OR0551'WEST OF A POLE, AND 0.5 FOOT SOUTH OF A WHITE REFERENCE POST.
 OR0551'A STANDARD DISK, STAMPED F 139 1934 AND SET IN THE TOP OF A
 OR0551'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OR0551
 OR0551                          STATION RECOVERY (1940)
 OR0551
 OR0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0551'RECOVERED IN GOOD CONDITION.
 OR0551
 OR0551                          STATION RECOVERY (1993)
 OR0551
 OR0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0551'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0289 ***********************************************************************
 OR0289  DESIGNATION -  F 14
 OR0289  PID         -  OR0289
 OR0289  STATE/COUNTY-  SD/GREGORY
 OR0289  COUNTRY     -  US
 OR0289  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0289
 OR0289                         *CURRENT SURVEY CONTROL
 OR0289  ______________________________________________________________________
 OR0289* NAD 83(1986) POSITION- 43 02 12.59   (N) 098 39 58.62   (W)   HD_HELD1
 OR0289* NAVD 88 ORTHO HEIGHT -   547.076 (meters)     1794.87  (feet) ADJUSTED
 OR0289  ______________________________________________________________________
 OR0289  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 OR0289  DYNAMIC HEIGHT  -        546.884 (meters)     1794.24  (feet) COMP
 OR0289  MODELED GRAVITY -    980,253.8   (mgal)                       NAVD 88
 OR0289
 OR0289  VERT ORDER      -  FIRST     CLASS II
 OR0289
 OR0289.The horizontal coordinates were determined by differentially corrected
 OR0289.hand held GPS observations or other comparable positioning techniques
 OR0289.and have an estimated accuracy of +/- 3 meters.
 OR0289
 OR0289.The orthometric height was determined by differential leveling and
 OR0289.adjusted by the NATIONAL GEODETIC SURVEY
 OR0289.in June 1991.
 OR0289
 OR0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0289.GEOID18 height accuracy estimate available here.
 OR0289
 OR0289.Click photographs - Photos may exist for this station.
 OR0289
 OR0289.The dynamic height is computed by dividing the NAVD 88
 OR0289.geopotential number by the normal gravity value computed on the
 OR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0289.degrees latitude (g = 980.6199 gals.).
 OR0289
 OR0289.The modeled gravity was interpolated from observed gravity values.
 OR0289
 OR0289;                    North         East    Units  Estimated Accuracy
 OR0289;SPC SD S     -    79,515.9     735,836.8     MT  (+/- 3 meters HH1 GPS) 
 OR0289
 OR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2718464958(NAD 83)
 OR0289
 OR0289                          SUPERSEDED SURVEY CONTROL
 OR0289
 OR0289  NGVD 29 (??/??/92)  546.767  (m)         1793.85   (f) ADJ UNCH    1 2
 OR0289
 OR0289.Superseded values are not recommended for survey control.
 OR0289
 OR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0289.See file dsdata.pdf to determine how the superseded data were derived.
 OR0289
 OR0289_MARKER: DD = SURVEY DISK
 OR0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0289_STAMPING: F 14 1798.606
 OR0289_MARK LOGO: USACE
 OR0289_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0289+STABILITY: SURFACE MOTION
 OR0289
 OR0289  HISTORY     - Date     Condition        Report By
 OR0289  HISTORY     - UNK      MONUMENTED       USACE
 OR0289  HISTORY     - 1946     GOOD             CGS
 OR0289  HISTORY     - 1949     MARK NOT FOUND   CGS
 OR0289  HISTORY     - 20130117 MARK NOT FOUND   INDIV
 OR0289
 OR0289                          STATION DESCRIPTION
 OR0289
 OR0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0289'14.5 MI E FROM FAIRFAX.
 OR0289'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG MAIN
 OR0289'STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281, THENCE
 OR0289'EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST 0.2 MILE
 OR0289'ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED
 OR0289'DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT ROAD, THENCE
 OR0289'NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 2.1 MILES ALONG
 OR0289'A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTH
 OR0289'END OF A NORTH-SOUTH JOG IN THE ROAD, 83.0 FEET SOUTHWEST OF AND
 OR0289'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST
 OR0289'OF A FENCE CORNER AND 1.0 FOOT SOUTHWEST OF A 2 IN X 4 IN MARKER
 OR0289'POST.  A BRONZE DISK STAMPED F 14 1798.606 SET IN THE TOP OF A
 OR0289'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 OR0289
 OR0289                          STATION RECOVERY (1949)
 OR0289
 OR0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0289'MARK NOT FOUND.
 OR0289
 OR0289                          STATION RECOVERY (2013)
 OR0289
 OR0289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0156 ***********************************************************************
 PT0156  DESIGNATION -  F 14
 PT0156  PID         -  PT0156
 PT0156  STATE/COUNTY-  SD/HUGHES
 PT0156  COUNTRY     -  US
 PT0156  USGS QUAD   -  ROUSSEAU (2017)
 PT0156
 PT0156                         *CURRENT SURVEY CONTROL
 PT0156  ______________________________________________________________________
 PT0156* NAD 83(1986) POSITION- 44 19 23.     (N) 100 04 03.     (W)   SCALED
 PT0156* NAVD 88 ORTHO HEIGHT -   435.664 (meters)     1429.34  (feet) ADJUSTED
 PT0156  ______________________________________________________________________
 PT0156  GEOID HEIGHT    -        -23.783 (meters)                     GEOID18
 PT0156  DYNAMIC HEIGHT  -        435.578 (meters)     1429.06  (feet) COMP
 PT0156  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 PT0156
 PT0156  VERT ORDER      -  FIRST     CLASS II
 PT0156
 PT0156.The horizontal coordinates were scaled from a map and have
 PT0156.an estimated accuracy of +/- 6 seconds.
 PT0156
 PT0156.The orthometric height was determined by differential leveling and
 PT0156.adjusted by the NATIONAL GEODETIC SURVEY
 PT0156.in June 1991.
 PT0156
 PT0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0156.GEOID18 height accuracy estimate available here.
 PT0156
 PT0156.Click photographs - Photos may exist for this station.
 PT0156
 PT0156.The dynamic height is computed by dividing the NAVD 88
 PT0156.geopotential number by the normal gravity value computed on the
 PT0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0156.degrees latitude (g = 980.6199 gals.).
 PT0156
 PT0156.The modeled gravity was interpolated from observed gravity values.
 PT0156
 PT0156;                    North         East    Units  Estimated Accuracy
 PT0156;SPC SD S     -   221,080.      621,210.      MT  (+/- 180 meters Scaled)
 PT0156
 PT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ148083(NAD 83)
 PT0156
 PT0156                          SUPERSEDED SURVEY CONTROL
 PT0156
 PT0156  NGVD 29 (??/??/92)  435.324  (m)         1428.23   (f) ADJ UNCH    1 2
 PT0156
 PT0156.Superseded values are not recommended for survey control.
 PT0156
 PT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0156.See file dsdata.pdf to determine how the superseded data were derived.
 PT0156
 PT0156_MARKER: DB = BENCH MARK DISK
 PT0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0156_STAMPING: F 14 1926
 PT0156_MARK LOGO: CGS
 PT0156_PROJECTION: FLUSH
 PT0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0156+STABILITY: SURFACE MOTION
 PT0156
 PT0156  HISTORY     - Date     Condition        Report By
 PT0156  HISTORY     - 1926     MONUMENTED       CGS
 PT0156  HISTORY     - 1949     GOOD             CGS
 PT0156
 PT0156                          STATION DESCRIPTION
 PT0156
 PT0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0156'0.8 MI N FROM ROUSSEAU.
 PT0156'3/4 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0156'ROUSSEAU, HUGHES COUNTY, ABOUT 475 FEET SOUTH OF BRIDGE 264,
 PT0156'75 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 42 FEET EAST OF THE
 PT0156'CENTER LINE OF THE TRACK, AND 9.5 FEET SOUTH OF A POLE.  A
 PT0156'STANDARD DISK, STAMPED 1428.225 F 14 1926 AND SET IN THE TOP
 PT0156'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0032 ***********************************************************************
 OS0032  DESIGNATION -  F 140
 OS0032  PID         -  OS0032
 OS0032  STATE/COUNTY-  SD/LYMAN
 OS0032  COUNTRY     -  US
 OS0032  USGS QUAD   -  PRESHO SE (2017)
 OS0032
 OS0032                         *CURRENT SURVEY CONTROL
 OS0032  ______________________________________________________________________
 OS0032* NAD 83(1986) POSITION- 43 45 37.     (N) 100 02 28.     (W)   SCALED
 OS0032* NAVD 88 ORTHO HEIGHT -   560.340 (meters)     1838.38  (feet) ADJUSTED
 OS0032  ______________________________________________________________________
 OS0032  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 OS0032  DYNAMIC HEIGHT  -        560.160 (meters)     1837.79  (feet) COMP
 OS0032  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 OS0032
 OS0032  VERT ORDER      -  SECOND    CLASS 0
 OS0032
 OS0032.The horizontal coordinates were scaled from a map and have
 OS0032.an estimated accuracy of +/- 6 seconds.
 OS0032
 OS0032.The orthometric height was determined by differential leveling and
 OS0032.adjusted by the NATIONAL GEODETIC SURVEY
 OS0032.in June 1991.
 OS0032
 OS0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0032.GEOID18 height accuracy estimate available here.
 OS0032
 OS0032.Click photographs - Photos may exist for this station.
 OS0032
 OS0032.The dynamic height is computed by dividing the NAVD 88
 OS0032.geopotential number by the normal gravity value computed on the
 OS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0032.degrees latitude (g = 980.6199 gals.).
 OS0032
 OS0032.The modeled gravity was interpolated from observed gravity values.
 OS0032
 OS0032;                    North         East    Units  Estimated Accuracy
 OS0032;SPC SD S     -   158,560.      623,530.      MT  (+/- 180 meters Scaled)
 OS0032
 OS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP161457(NAD 83)
 OS0032
 OS0032                          SUPERSEDED SURVEY CONTROL
 OS0032
 OS0032  NGVD 29 (??/??/92)  559.949  (m)         1837.10   (f) ADJ UNCH    2 0
 OS0032
 OS0032.Superseded values are not recommended for survey control.
 OS0032
 OS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0032.See file dsdata.pdf to determine how the superseded data were derived.
 OS0032
 OS0032_MARKER: DB = BENCH MARK DISK
 OS0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0032_STAMPING: F 140 1934
 OS0032_MARK LOGO: CGS
 OS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0032+STABILITY: SURFACE MOTION
 OS0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0032+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 OS0032
 OS0032  HISTORY     - Date     Condition        Report By
 OS0032  HISTORY     - 1934     MONUMENTED       CGS
 OS0032  HISTORY     - 1940     GOOD             CGS
 OS0032  HISTORY     - 20140930 GOOD             GEOCAC
 OS0032
 OS0032                          STATION DESCRIPTION
 OS0032
 OS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0032'11 MI S FROM PRESHO.
 OS0032'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO,
 OS0032'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT PRESHO,
 OS0032'LYMAN COUNTY, THENCE ABOUT 9.9 MILES SOUTH ALONG U.S. HIGHWAY 183,
 OS0032'ABOUT 4.2 MILES NORTH OF THE BRIDGE OVER WHITE RIVER, ABOUT
 OS0032'100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT A SECTION-LINE
 OS0032'ROAD CROSSING, AT A CONCRETE CULVERT UNDER THE ROAD, IN THE
 OS0032'CENTER OF THE TOP OF THE SOUTH HEAD WALL, AND 10 FEET WEST OF A
 OS0032'WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK,
 OS0032'STAMPED F 140 1934.
 OS0032
 OS0032                          STATION RECOVERY (1940)
 OS0032
 OS0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0032'RECOVERED IN GOOD CONDITION.
 OS0032
 OS0032                          STATION RECOVERY (2014)
 OS0032
 OS0032'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 OS0032'RECOVERED AS DESCRIBED.
 OS0032'
 OS0032'EAST-WEST ROAD IS CTY HWY 183
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0615 ***********************************************************************
 OR0615  DESIGNATION -  F 141
 OR0615  PID         -  OR0615
 OR0615  STATE/COUNTY-  SD/GREGORY
 OR0615  COUNTRY     -  US
 OR0615  USGS QUAD   -  DIXON (2017)
 OR0615
 OR0615                         *CURRENT SURVEY CONTROL
 OR0615  ______________________________________________________________________
 OR0615* NAD 83(1986) POSITION- 43 24 54.     (N) 099 26 06.     (W)   SCALED
 OR0615* NAVD 88 ORTHO HEIGHT -   600.450 (meters)     1969.98  (feet) ADJUSTED
 OR0615  ______________________________________________________________________
 OR0615  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 OR0615  DYNAMIC HEIGHT  -        600.239 (meters)     1969.28  (feet) COMP
 OR0615  MODELED GRAVITY -    980,248.6   (mgal)                       NAVD 88
 OR0615
 OR0615  VERT ORDER      -  SECOND    CLASS 0
 OR0615
 OR0615.The horizontal coordinates were scaled from a map and have
 OR0615.an estimated accuracy of +/- 6 seconds.
 OR0615
 OR0615.The orthometric height was determined by differential leveling and
 OR0615.adjusted by the NATIONAL GEODETIC SURVEY
 OR0615.in June 1991.
 OR0615
 OR0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0615.GEOID18 height accuracy estimate available here.
 OR0615
 OR0615.Click photographs - Photos may exist for this station.
 OR0615
 OR0615.The dynamic height is computed by dividing the NAVD 88
 OR0615.geopotential number by the normal gravity value computed on the
 OR0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0615.degrees latitude (g = 980.6199 gals.).
 OR0615
 OR0615.The modeled gravity was interpolated from observed gravity values.
 OR0615
 OR0615;                    North         East    Units  Estimated Accuracy
 OR0615;SPC SD S     -   120,560.      672,750.      MT  (+/- 180 meters Scaled)
 OR0615
 OR0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647069(NAD 83)
 OR0615
 OR0615                          SUPERSEDED SURVEY CONTROL
 OR0615
 OR0615  NGVD 29 (??/??/92)  600.119  (m)         1968.89   (f) ADJ UNCH    2 0
 OR0615
 OR0615.Superseded values are not recommended for survey control.
 OR0615
 OR0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0615.See file dsdata.pdf to determine how the superseded data were derived.
 OR0615
 OR0615_MARKER: DB = BENCH MARK DISK
 OR0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0615_STAMPING: F 141 1934
 OR0615_MARK LOGO: CGS
 OR0615_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0615+STABILITY: SURFACE MOTION
 OR0615
 OR0615  HISTORY     - Date     Condition        Report By
 OR0615  HISTORY     - 1934     MONUMENTED       CGS
 OR0615  HISTORY     - 1945     GOOD             CGS
 OR0615  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0615
 OR0615                          STATION DESCRIPTION
 OR0615
 OR0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0615'9.4 MI S FROM IONA.
 OR0615'IN GREGORY COUNTY, 9.4 MILES SOUTH ALONG STATE HIGHWAY 47 FROM
 OR0615'THE POST OFFICE AT IONA, LYMAN COUNTY, IN THE NORTHEAST CORNER
 OR0615'OF A SCHOOLHOUSE YARD, 41-1/2 FEET NORTHEAST OF THE NORTHEAST
 OR0615'CORNER OF THE SCHOOLHOUSE, 38 FEET WEST OF THE CENTERLINE OF
 OR0615'THE HIGHWAY, 38 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 OR0615'4.2 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A WHITE
 OR0615'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 OR0615'A STANDARD DISK, STAMPED F 141 1934 AND SET IN THE TOP OF A
 OR0615'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OR0615
 OR0615                          STATION RECOVERY (1971)
 OR0615
 OR0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0217 ***********************************************************************
 OR0217  DESIGNATION -  F 142
 OR0217  PID         -  OR0217
 OR0217  STATE/COUNTY-  SD/CHARLES MIX
 OR0217  COUNTRY     -  US
 OR0217  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0217
 OR0217                         *CURRENT SURVEY CONTROL
 OR0217  ______________________________________________________________________
 OR0217* NAD 83(1986) POSITION- 43 10 08.21   (N) 098 42 25.91   (W)   HD_HELD1
 OR0217* NAVD 88 ORTHO HEIGHT -   461.299 (meters)     1513.45  (feet) ADJUSTED
 OR0217  ______________________________________________________________________
 OR0217  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OR0217  DYNAMIC HEIGHT  -        461.144 (meters)     1512.94  (feet) COMP
 OR0217  MODELED GRAVITY -    980,270.5   (mgal)                       NAVD 88
 OR0217
 OR0217  VERT ORDER      -  FIRST     CLASS II
 OR0217
 OR0217.The horizontal coordinates were determined by differentially corrected
 OR0217.hand held GPS observations or other comparable positioning techniques
 OR0217.and have an estimated accuracy of +/- 3 meters.
 OR0217
 OR0217.The orthometric height was determined by differential leveling and
 OR0217.adjusted by the NATIONAL GEODETIC SURVEY
 OR0217.in June 1991.
 OR0217
 OR0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0217.GEOID18 height accuracy estimate available here.
 OR0217
 OR0217.Click photographs - Photos may exist for this station.
 OR0217
 OR0217.The dynamic height is computed by dividing the NAVD 88
 OR0217.geopotential number by the normal gravity value computed on the
 OR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0217.degrees latitude (g = 980.6199 gals.).
 OR0217
 OR0217.The modeled gravity was interpolated from observed gravity values.
 OR0217
 OR0217;                    North         East    Units  Estimated Accuracy
 OR0217;SPC SD S     -    94,123.7     732,216.1     MT  (+/- 3 meters HH1 GPS) 
 OR0217
 OR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2380079617(NAD 83)
 OR0217
 OR0217                          SUPERSEDED SURVEY CONTROL
 OR0217
 OR0217  NGVD 29 (??/??/92)  460.983  (m)         1512.41   (f) ADJ UNCH    1 2
 OR0217
 OR0217.Superseded values are not recommended for survey control.
 OR0217
 OR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0217.See file dsdata.pdf to determine how the superseded data were derived.
 OR0217
 OR0217_MARKER: DB = BENCH MARK DISK
 OR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0217_STAMPING: F 142 1934
 OR0217_MARK LOGO: CGS
 OR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0217+STABILITY: SURFACE MOTION
 OR0217
 OR0217  HISTORY     - Date     Condition        Report By
 OR0217  HISTORY     - 1934     MONUMENTED       CGS
 OR0217  HISTORY     - 1949     GOOD             CGS
 OR0217  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0217
 OR0217                          STATION DESCRIPTION
 OR0217
 OR0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0217'6.9 MI E FROM WHEELER.
 OR0217'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0217'OF U.S. HIGHWAY 281 AT WHEELER, CHARLES MIX COUNTY, AT THE
 OR0217'JUNCTION OF STATE HIGHWAY 43, 30.9 FEET WEST OF THE CENTER LINE
 OR0217'OF STATE HIGHWAY 43, AT A ROAD-MAP SIGN, 2.3 FEET NORTHWEST
 OR0217'OF A CORNER SECTION-FENCE POST, AND 0.5 FOOT WETS OF A WHITE
 OR0217'REFERENCE POST.  A STANDARD DISK, STAMPED F 142 1934 AND SET
 OR0217'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 OR0217'GROUND.
 OR0217
 OR0217                          STATION RECOVERY (2013)
 OR0217
 OR0217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0113 ***********************************************************************
 OR0113  DESIGNATION -  F 143
 OR0113  PID         -  OR0113
 OR0113  STATE/COUNTY-  SD/BON HOMME
 OR0113  COUNTRY     -  US
 OR0113  USGS QUAD   -  AVON (2017)
 OR0113
 OR0113                         *CURRENT SURVEY CONTROL
 OR0113  ______________________________________________________________________
 OR0113* NAD 83(1986) POSITION- 43 00 11.     (N) 098 03 39.     (W)   SCALED
 OR0113* NAVD 88 ORTHO HEIGHT -   490.369 (meters)     1608.82  (feet) ADJUSTED
 OR0113  ______________________________________________________________________
 OR0113  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 OR0113  DYNAMIC HEIGHT  -        490.205 (meters)     1608.28  (feet) COMP
 OR0113  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 OR0113
 OR0113  VERT ORDER      -  SECOND    CLASS 0
 OR0113
 OR0113.The horizontal coordinates were scaled from a map and have
 OR0113.an estimated accuracy of +/- 6 seconds.
 OR0113
 OR0113.The orthometric height was determined by differential leveling and
 OR0113.adjusted by the NATIONAL GEODETIC SURVEY
 OR0113.in June 1991.
 OR0113
 OR0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0113.GEOID18 height accuracy estimate available here.
 OR0113
 OR0113.Click photographs - Photos may exist for this station.
 OR0113
 OR0113.The dynamic height is computed by dividing the NAVD 88
 OR0113.geopotential number by the normal gravity value computed on the
 OR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0113.degrees latitude (g = 980.6199 gals.).
 OR0113
 OR0113.The modeled gravity was interpolated from observed gravity values.
 OR0113
 OR0113;                    North         East    Units  Estimated Accuracy
 OR0113;SPC SD S     -    76,940.      785,260.      MT  (+/- 180 meters Scaled)
 OR0113
 OR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN765615(NAD 83)
 OR0113
 OR0113                          SUPERSEDED SURVEY CONTROL
 OR0113
 OR0113  NGVD 29 (??/??/92)  490.082  (m)         1607.88   (f) ADJ UNCH    2 0
 OR0113
 OR0113.Superseded values are not recommended for survey control.
 OR0113
 OR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0113.See file dsdata.pdf to determine how the superseded data were derived.
 OR0113
 OR0113_MARKER: DB = BENCH MARK DISK
 OR0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0113_STAMPING: F 143 1934
 OR0113_MARK LOGO: CGS
 OR0113_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0113+STABILITY: SURFACE MOTION
 OR0113
 OR0113  HISTORY     - Date     Condition        Report By
 OR0113  HISTORY     - 1934     MONUMENTED       CGS
 OR0113
 OR0113                          STATION DESCRIPTION
 OR0113
 OR0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0113'AT AVON.
 OR0113'AT AVON, BON HOMME COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0113'AND PACIFIC RAILROAD, 179.3 FEET EAST OF THE SOUTHEAST CORNER
 OR0113'OF THE STATION, IN THE SOUTHWEST CORNER OF THE STATION PARK,
 OR0113'96 YARDS WEST OF THE CROSSING OF OLD STATE HIGHWAY 50, 19.4 FEET
 OR0113'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 7.1 FEET NORTHWEST
 OR0113'OF A POLE.  A STANDARD DISK, STAMPED F 143 1934 AND SET IN THE
 OR0113'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0083 ***********************************************************************
 OR0083  DESIGNATION -  F 144
 OR0083  PID         -  OR0083
 OR0083  STATE/COUNTY-  SD/DOUGLAS
 OR0083  COUNTRY     -  US
 OR0083  USGS QUAD   -  CORSICA (2017)
 OR0083
 OR0083                         *CURRENT SURVEY CONTROL
 OR0083  ______________________________________________________________________
 OR0083* NAD 83(1986) POSITION- 43 29 05.     (N) 098 24 42.     (W)   SCALED
 OR0083* NAVD 88 ORTHO HEIGHT -   478.947 (meters)     1571.35  (feet) ADJUSTED
 OR0083  ______________________________________________________________________
 OR0083  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 OR0083  DYNAMIC HEIGHT  -        478.802 (meters)     1570.87  (feet) COMP
 OR0083  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 OR0083
 OR0083  VERT ORDER      -  SECOND    CLASS 0
 OR0083
 OR0083.The horizontal coordinates were scaled from a map and have
 OR0083.an estimated accuracy of +/- 6 seconds.
 OR0083
 OR0083.The orthometric height was determined by differential leveling and
 OR0083.adjusted by the NATIONAL GEODETIC SURVEY
 OR0083.in June 1991.
 OR0083
 OR0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0083.GEOID18 height accuracy estimate available here.
 OR0083
 OR0083.Click photographs - Photos may exist for this station.
 OR0083
 OR0083.The dynamic height is computed by dividing the NAVD 88
 OR0083.geopotential number by the normal gravity value computed on the
 OR0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0083.degrees latitude (g = 980.6199 gals.).
 OR0083
 OR0083.The modeled gravity was interpolated from observed gravity values.
 OR0083
 OR0083;                    North         East    Units  Estimated Accuracy
 OR0083;SPC SD S     -   129,710.      755,430.      MT  (+/- 180 meters Scaled)
 OR0083
 OR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP475148(NAD 83)
 OR0083
 OR0083                          SUPERSEDED SURVEY CONTROL
 OR0083
 OR0083  NGVD 29 (??/??/92)  478.618  (m)         1570.27   (f) ADJ UNCH    2 0
 OR0083
 OR0083.Superseded values are not recommended for survey control.
 OR0083
 OR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0083.See file dsdata.pdf to determine how the superseded data were derived.
 OR0083
 OR0083_MARKER: DB = BENCH MARK DISK
 OR0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0083_STAMPING: F 144 1934
 OR0083_MARK LOGO: CGS
 OR0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0083+STABILITY: SURFACE MOTION
 OR0083
 OR0083  HISTORY     - Date     Condition        Report By
 OR0083  HISTORY     - 1934     MONUMENTED       CGS
 OR0083
 OR0083                          STATION DESCRIPTION
 OR0083
 OR0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0083'4.4 MI N FROM CORSICA.
 OR0083'ABOUT 4.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0083'PACIFIC RAILROAD FROM THE STATION AT CORSICA, DOUGLAS COUNTY,
 OR0083'AT THE CROSSING OF A SECTION ROAD, ABOUT 73 YARDS SOUTH OF THE
 OR0083'CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE SECOND POLE SOUTH
 OR0083'OF THE CROSSING, 51 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 OR0083'41, AND 37.8 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 OR0083'STAMPED F 144 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0083'ABOUT 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0463 ***********************************************************************
 OQ0463  DESIGNATION -  F 145
 OQ0463  PID         -  OQ0463
 OQ0463  STATE/COUNTY-  SD/HUTCHINSON
 OQ0463  COUNTRY     -  US
 OQ0463  USGS QUAD   -  TRIPP (2017)
 OQ0463
 OQ0463                         *CURRENT SURVEY CONTROL
 OQ0463  ______________________________________________________________________
 OQ0463* NAD 83(1986) POSITION- 43 12 36.     (N) 097 55 59.     (W)   SCALED
 OQ0463* NAVD 88 ORTHO HEIGHT -   455.493 (meters)     1494.40  (feet) ADJUSTED
 OQ0463  ______________________________________________________________________
 OQ0463  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 OQ0463  DYNAMIC HEIGHT  -        455.349 (meters)     1493.92  (feet) COMP
 OQ0463  MODELED GRAVITY -    980,290.5   (mgal)                       NAVD 88
 OQ0463
 OQ0463  VERT ORDER      -  SECOND    CLASS 0
 OQ0463
 OQ0463.The horizontal coordinates were scaled from a map and have
 OQ0463.an estimated accuracy of +/- 6 seconds.
 OQ0463
 OQ0463.The orthometric height was determined by differential leveling and
 OQ0463.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0463.in June 1991.
 OQ0463
 OQ0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0463.GEOID18 height accuracy estimate available here.
 OQ0463
 OQ0463.Click photographs - Photos may exist for this station.
 OQ0463
 OQ0463.The dynamic height is computed by dividing the NAVD 88
 OQ0463.geopotential number by the normal gravity value computed on the
 OQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0463.degrees latitude (g = 980.6199 gals.).
 OQ0463
 OQ0463.The modeled gravity was interpolated from observed gravity values.
 OQ0463
 OQ0463;                    North         East    Units  Estimated Accuracy
 OQ0463;SPC SD S     -   100,210.      795,010.      MT  (+/- 180 meters Scaled)
 OQ0463
 OQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN866846(NAD 83)
 OQ0463
 OQ0463                          SUPERSEDED SURVEY CONTROL
 OQ0463
 OQ0463  NGVD 29 (??/??/92)  455.195  (m)         1493.42   (f) ADJ UNCH    2 0
 OQ0463
 OQ0463.Superseded values are not recommended for survey control.
 OQ0463
 OQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0463.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0463
 OQ0463_MARKER: DB = BENCH MARK DISK
 OQ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0463_STAMPING: F 145 1934
 OQ0463_MARK LOGO: CGS
 OQ0463_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0463+STABILITY: SURFACE MOTION
 OQ0463
 OQ0463  HISTORY     - Date     Condition        Report By
 OQ0463  HISTORY     - 1934     MONUMENTED       CGS
 OQ0463
 OQ0463                          STATION DESCRIPTION
 OQ0463
 OQ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0463'1.9 MI SE FROM TRIPP.
 OQ0463'1.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0463'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OQ0463'50 YARDS SOUTHEAST OF MILEPOST 191, 125 FEET SOUTHWEST OF A
 OQ0463'FARM-ROAD CROSSING, 46.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OQ0463'AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OQ0463'DISK, STAMPED F 145 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0463'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0982 ***********************************************************************
 NM0982  DESIGNATION -  F 146
 NM0982  PID         -  NM0982
 NM0982  STATE/COUNTY-  SD/YANKTON
 NM0982  COUNTRY     -  US
 NM0982  USGS QUAD   -  YANKTON (2017)
 NM0982
 NM0982                         *CURRENT SURVEY CONTROL
 NM0982  ______________________________________________________________________
 NM0982* NAD 83(1986) POSITION- 42 53 25.     (N) 097 24 16.     (W)   SCALED
 NM0982* NAVD 88 ORTHO HEIGHT -   371.457 (meters)     1218.69  (feet) ADJUSTED
 NM0982  ______________________________________________________________________
 NM0982  GEOID HEIGHT    -        -25.606 (meters)                     GEOID18
 NM0982  DYNAMIC HEIGHT  -        371.350 (meters)     1218.34  (feet) COMP
 NM0982  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 NM0982
 NM0982  VERT ORDER      -  SECOND    CLASS 0
 NM0982
 NM0982.The horizontal coordinates were scaled from a map and have
 NM0982.an estimated accuracy of +/- 6 seconds.
 NM0982
 NM0982.The orthometric height was determined by differential leveling and
 NM0982.adjusted by the NATIONAL GEODETIC SURVEY
 NM0982.in June 1991.
 NM0982
 NM0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0982.GEOID18 height accuracy estimate available here.
 NM0982
 NM0982.Click photographs - Photos may exist for this station.
 NM0982
 NM0982.The dynamic height is computed by dividing the NAVD 88
 NM0982.geopotential number by the normal gravity value computed on the
 NM0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0982.degrees latitude (g = 980.6199 gals.).
 NM0982
 NM0982.The modeled gravity was interpolated from observed gravity values.
 NM0982
 NM0982;                    North         East    Units  Estimated Accuracy
 NM0982;SPC SD S     -    66,090.      839,200.      MT  (+/- 180 meters Scaled)
 NM0982
 NM0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN302498(NAD 83)
 NM0982
 NM0982                          SUPERSEDED SURVEY CONTROL
 NM0982
 NM0982  NGVD 29 (??/??/92)  371.254  (m)         1218.02   (f) ADJ UNCH    2 0
 NM0982
 NM0982.Superseded values are not recommended for survey control.
 NM0982
 NM0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0982.See file dsdata.pdf to determine how the superseded data were derived.
 NM0982
 NM0982_MARKER: DB = BENCH MARK DISK
 NM0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0982_STAMPING: F 146 1934
 NM0982_MARK LOGO: CGS
 NM0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0982+STABILITY: SURFACE MOTION
 NM0982
 NM0982  HISTORY     - Date     Condition        Report By
 NM0982  HISTORY     - 1934     MONUMENTED       CGS
 NM0982  HISTORY     - 1946     GOOD             CGS
 NM0982
 NM0982                          STATION DESCRIPTION
 NM0982
 NM0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0982'1.3 MI NW FROM YANKTON.
 NM0982'1.3 MILES NORTHWEST OF STATION ALONG C.M.ST.P. AND P.R.R. AT
 NM0982'YANKTON, 0.6 OF MILE SOUTHEAST OF M.P. 154, 145 FEET SOUTHEAST
 NM0982'OF INTERSECTION OF CENTERLINES OF A GRADED ROAD AND TRACKS,
 NM0982'95.5 FEET NORTHEAST OF SIGN STATION ONE MILE, 46.3 FEET NORTHEAST
 NM0982'OF NORTHEAST RAIL, 1.4 FEET SOUTHWEST OF R/W FENCE.  STANDARD
 NM0982'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 NM0982
 NM0982                          STATION RECOVERY (1946)
 NM0982
 NM0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NM0982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0370 ***********************************************************************
 OQ0370  DESIGNATION -  F 147
 OQ0370  PID         -  OQ0370
 OQ0370  STATE/COUNTY-  SD/MCCOOK
 OQ0370  COUNTRY     -  US
 OQ0370  USGS QUAD   -  SALEM (2017)
 OQ0370
 OQ0370                         *CURRENT SURVEY CONTROL
 OQ0370  ______________________________________________________________________
 OQ0370* NAD 83(1986) POSITION- 43 43 11.     (N) 097 23 17.     (W)   SCALED
 OQ0370* NAVD 88 ORTHO HEIGHT -   462.341 (meters)     1516.86  (feet) ADJUSTED
 OQ0370  ______________________________________________________________________
 OQ0370  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 OQ0370  DYNAMIC HEIGHT  -        462.228 (meters)     1516.49  (feet) COMP
 OQ0370  MODELED GRAVITY -    980,359.0   (mgal)                       NAVD 88
 OQ0370
 OQ0370  VERT ORDER      -  SECOND    CLASS 0
 OQ0370
 OQ0370.The horizontal coordinates were scaled from a map and have
 OQ0370.an estimated accuracy of +/- 6 seconds.
 OQ0370
 OQ0370.The orthometric height was determined by differential leveling and
 OQ0370.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0370.in June 1991.
 OQ0370
 OQ0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0370.GEOID18 height accuracy estimate available here.
 OQ0370
 OQ0370.Click photographs - Photos may exist for this station.
 OQ0370
 OQ0370.The dynamic height is computed by dividing the NAVD 88
 OQ0370.geopotential number by the normal gravity value computed on the
 OQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0370.degrees latitude (g = 980.6199 gals.).
 OQ0370
 OQ0370.The modeled gravity was interpolated from observed gravity values.
 OQ0370
 OQ0370;                    North         East    Units  Estimated Accuracy
 OQ0370;SPC SD S     -   158,220.      837,270.      MT  (+/- 180 meters Scaled)
 OQ0370
 OQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP298420(NAD 83)
 OQ0370
 OQ0370                          SUPERSEDED SURVEY CONTROL
 OQ0370
 OQ0370  NGVD 29 (??/??/92)  462.049  (m)         1515.91   (f) ADJ UNCH    2 0
 OQ0370
 OQ0370.Superseded values are not recommended for survey control.
 OQ0370
 OQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0370.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0370
 OQ0370_MARKER: DB = BENCH MARK DISK
 OQ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0370_STAMPING: F 147 1934
 OQ0370_MARK LOGO: CGS
 OQ0370_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0370+STABILITY: SURFACE MOTION
 OQ0370
 OQ0370  HISTORY     - Date     Condition        Report By
 OQ0370  HISTORY     - 1934     MONUMENTED       CGS
 OQ0370
 OQ0370                          STATION DESCRIPTION
 OQ0370
 OQ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0370'0.4 MI SE FROM SALEM.
 OQ0370'0.4 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0370'FROM THE STATION AT SALEM, MC COOK COUNTY, 112 FEET EAST OF THE
 OQ0370'CROSSING OF U.S. HIGHWAY 81, 39.8 FEET NORTHEAST OF THE
 OQ0370'NORTHEAST RAIL, 60 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER,
 OQ0370'AND 1.2 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED
 OQ0370'F 147 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0370'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0427 ***********************************************************************
 OQ0427  DESIGNATION -  F 148
 OQ0427  PID         -  OQ0427
 OQ0427  STATE/COUNTY-  SD/TURNER
 OQ0427  COUNTRY     -  US
 OQ0427  USGS QUAD   -  VIBORG (2017)
 OQ0427
 OQ0427                         *CURRENT SURVEY CONTROL
 OQ0427  ______________________________________________________________________
 OQ0427* NAD 83(1986) POSITION- 43 12 39.     (N) 097 01 54.     (W)   SCALED
 OQ0427* NAVD 88 ORTHO HEIGHT -   393.527 (meters)     1291.10  (feet) ADJUSTED
 OQ0427  ______________________________________________________________________
 OQ0427  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 OQ0427  DYNAMIC HEIGHT  -        393.415 (meters)     1290.73  (feet) COMP
 OQ0427  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 OQ0427
 OQ0427  VERT ORDER      -  SECOND    CLASS 0
 OQ0427
 OQ0427.The horizontal coordinates were scaled from a map and have
 OQ0427.an estimated accuracy of +/- 6 seconds.
 OQ0427
 OQ0427.The orthometric height was determined by differential leveling and
 OQ0427.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0427.in June 1991.
 OQ0427
 OQ0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0427.GEOID18 height accuracy estimate available here.
 OQ0427
 OQ0427.Click photographs - Photos may exist for this station.
 OQ0427
 OQ0427.The dynamic height is computed by dividing the NAVD 88
 OQ0427.geopotential number by the normal gravity value computed on the
 OQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0427.degrees latitude (g = 980.6199 gals.).
 OQ0427
 OQ0427.The modeled gravity was interpolated from observed gravity values.
 OQ0427
 OQ0427;                    North         East    Units  Estimated Accuracy
 OQ0427;SPC SD S     -   102,810.      868,210.      MT  (+/- 180 meters Scaled)
 OQ0427
 OQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN598861(NAD 83)
 OQ0427
 OQ0427                          SUPERSEDED SURVEY CONTROL
 OQ0427
 OQ0427  NGVD 29 (??/??/92)  393.305  (m)         1290.37   (f) ADJ UNCH    2 0
 OQ0427
 OQ0427.Superseded values are not recommended for survey control.
 OQ0427
 OQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0427.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0427
 OQ0427_MARKER: DB = BENCH MARK DISK
 OQ0427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0427_STAMPING: F 148 1934
 OQ0427_MARK LOGO: CGS
 OQ0427_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0427
 OQ0427  HISTORY     - Date     Condition        Report By
 OQ0427  HISTORY     - 1934     MONUMENTED       CGS
 OQ0427  HISTORY     - 1967     GOOD             CGS
 OQ0427
 OQ0427                          STATION DESCRIPTION
 OQ0427
 OQ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OQ0427'1 MI NW FROM HOOKER.
 OQ0427'1.0 MI. NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0427'FROM THE STATION AT HOOKER, TURNER COUNTY, 0.5 MI SOUTHEAST OF
 OQ0427'THE CROSSING OF THE GREAT NORTHERN RAILWAY, DIRECTLY ACROSS TRACK
 OQ0427'FROM FIRST POLE NORTH WEST OF MILEPOST 35, 45.8 FT NORTHEAST OF
 OQ0427'THE NORTHEAST RAIL, 0.6 FT NORTH OF A WOODEN WITNESS POST.  A
 OQ0427'STANDARD DISK, STAMPED F 148 1934 AND SET IN THE TOP OF CONCRETE
 OQ0427'POST PROJECTING 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0390 ***********************************************************************
 OQ0390  DESIGNATION -  F 149
 OQ0390  PID         -  OQ0390
 OQ0390  STATE/COUNTY-  SD/TURNER
 OQ0390  COUNTRY     -  US
 OQ0390  USGS QUAD   -  MARION (2017)
 OQ0390
 OQ0390                         *CURRENT SURVEY CONTROL
 OQ0390  ______________________________________________________________________
 OQ0390* NAD 83(1986) POSITION- 43 24 04.     (N) 097 19 09.     (W)   SCALED
 OQ0390* NAVD 88 ORTHO HEIGHT -   446.448 (meters)     1464.72  (feet) ADJUSTED
 OQ0390  ______________________________________________________________________
 OQ0390  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 OQ0390  DYNAMIC HEIGHT  -        446.326 (meters)     1464.32  (feet) COMP
 OQ0390  MODELED GRAVITY -    980,334.9   (mgal)                       NAVD 88
 OQ0390
 OQ0390  VERT ORDER      -  SECOND    CLASS 0
 OQ0390
 OQ0390.The horizontal coordinates were scaled from a map and have
 OQ0390.an estimated accuracy of +/- 6 seconds.
 OQ0390
 OQ0390.The orthometric height was determined by differential leveling and
 OQ0390.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0390.in June 1991.
 OQ0390
 OQ0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0390.GEOID18 height accuracy estimate available here.
 OQ0390
 OQ0390.Click photographs - Photos may exist for this station.
 OQ0390
 OQ0390.The dynamic height is computed by dividing the NAVD 88
 OQ0390.geopotential number by the normal gravity value computed on the
 OQ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0390.degrees latitude (g = 980.6199 gals.).
 OQ0390
 OQ0390.The modeled gravity was interpolated from observed gravity values.
 OQ0390
 OQ0390;                    North         East    Units  Estimated Accuracy
 OQ0390;SPC SD S     -   123,050.      844,100.      MT  (+/- 180 meters Scaled)
 OQ0390
 OQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP361067(NAD 83)
 OQ0390
 OQ0390                          SUPERSEDED SURVEY CONTROL
 OQ0390
 OQ0390  NGVD 29 (??/??/92)  446.176  (m)         1463.83   (f) ADJ UNCH    2 0
 OQ0390
 OQ0390.Superseded values are not recommended for survey control.
 OQ0390
 OQ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0390.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0390
 OQ0390_MARKER: DB = BENCH MARK DISK
 OQ0390_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0390_STAMPING: F 149 1934
 OQ0390_MARK LOGO: CGS
 OQ0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0390
 OQ0390  HISTORY     - Date     Condition        Report By
 OQ0390  HISTORY     - 1934     MONUMENTED       CGS
 OQ0390  HISTORY     - 1969     MARK NOT FOUND   USGS
 OQ0390
 OQ0390                          STATION DESCRIPTION
 OQ0390
 OQ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0390'3.5 MI SW FROM MARION.
 OQ0390'LOCATED 3.5 MILES SOUTHWEST OF THE RWY. STATION AT MARION,
 OQ0390'ALONG THE C.M. ST. P. AND P. R.R., 92 FT. NORTHEAST OF THE
 OQ0390'CENTERLINE OF A SECTION LINE ROAD THAT CROSSES TRACK, 62 FT.
 OQ0390'NORTH OF CENTERLINE OF ROAD FROM PARKER TO FREEMAN, 46.8 FT.
 OQ0390'SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 21 FT. NORTHEAST OF
 OQ0390'CORNER OF FENCE, 0.7 OF FT. WEST OF R/W FENCE LINE.  STANDARD
 OQ0390'TABLET SET IN TOP OF A CONCRETE POST 4 IN HIGH.  STAMPED
 OQ0390'F-149--1934.
 OQ0390
 OQ0390                          STATION RECOVERY (1969)
 OQ0390
 OQ0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OQ0390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0288 ***********************************************************************
 OR0288  DESIGNATION -  F 15
 OR0288  PID         -  OR0288
 OR0288  STATE/COUNTY-  SD/GREGORY
 OR0288  COUNTRY     -  US
 OR0288  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0288
 OR0288                         *CURRENT SURVEY CONTROL
 OR0288  ______________________________________________________________________
 OR0288* NAD 83(1986) POSITION- 43 02 20.     (N) 098 38 57.     (W)   SCALED
 OR0288* NAVD 88 ORTHO HEIGHT -   543.170 (meters)     1782.05  (feet) ADJUSTED
 OR0288  ______________________________________________________________________
 OR0288  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 OR0288  DYNAMIC HEIGHT  -        542.982 (meters)     1781.43  (feet) COMP
 OR0288  MODELED GRAVITY -    980,257.2   (mgal)                       NAVD 88
 OR0288
 OR0288  VERT ORDER      -  FIRST     CLASS II
 OR0288
 OR0288.The horizontal coordinates were scaled from a map and have
 OR0288.an estimated accuracy of +/- 6 seconds.
 OR0288
 OR0288.The orthometric height was determined by differential leveling and
 OR0288.adjusted by the NATIONAL GEODETIC SURVEY
 OR0288.in June 1991.
 OR0288
 OR0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0288.GEOID18 height accuracy estimate available here.
 OR0288
 OR0288.Click photographs - Photos may exist for this station.
 OR0288
 OR0288.The dynamic height is computed by dividing the NAVD 88
 OR0288.geopotential number by the normal gravity value computed on the
 OR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0288.degrees latitude (g = 980.6199 gals.).
 OR0288
 OR0288.The modeled gravity was interpolated from observed gravity values.
 OR0288
 OR0288;                    North         East    Units  Estimated Accuracy
 OR0288;SPC SD S     -    79,770.      737,230.      MT  (+/- 180 meters Scaled)
 OR0288
 OR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN285651(NAD 83)
 OR0288
 OR0288                          SUPERSEDED SURVEY CONTROL
 OR0288
 OR0288  NGVD 29 (??/??/92)  542.863  (m)         1781.04   (f) ADJ UNCH    1 2
 OR0288
 OR0288.Superseded values are not recommended for survey control.
 OR0288
 OR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0288.See file dsdata.pdf to determine how the superseded data were derived.
 OR0288
 OR0288_MARKER: DD = SURVEY DISK
 OR0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0288_STAMPING: F 15 1780.768
 OR0288_MARK LOGO: USACE
 OR0288_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0288+STABILITY: SURFACE MOTION
 OR0288
 OR0288  HISTORY     - Date     Condition        Report By
 OR0288  HISTORY     - UNK      MONUMENTED       USACE
 OR0288  HISTORY     - 1946     GOOD             CGS
 OR0288  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0288  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0288
 OR0288                          STATION DESCRIPTION
 OR0288
 OR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0288'15.4 MI E FROM FAIRFAX.
 OR0288'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0288'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0288'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST
 OR0288'0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG
 OR0288'A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT
 OR0288'ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST
 OR0288'3.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK
 OR0288'IS 36.0 FEET NORTH OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER
 OR0288'LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A FENCE CORNER AND 1.0
 OR0288'FOOT SOUTH OF A 2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 OR0288'F 15 1780.768 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 OR0288'INCHES ABOVE GROUND.
 OR0288
 OR0288                          STATION RECOVERY (1962)
 OR0288
 OR0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0288'MARK NOT FOUND.
 OR0288
 OR0288                          STATION RECOVERY (2013)
 OR0288
 OR0288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0020 ***********************************************************************
 PT0020  DESIGNATION -  F 15
 PT0020  PID         -  PT0020
 PT0020  STATE/COUNTY-  SD/POTTER
 PT0020  COUNTRY     -  US
 PT0020  USGS QUAD   -  AGAR NE (2017)
 PT0020
 PT0020                         *CURRENT SURVEY CONTROL
 PT0020  ______________________________________________________________________
 PT0020* NAD 83(1986) POSITION- 44 55 36.     (N) 100 04 30.     (W)   SCALED
 PT0020* NAVD 88 ORTHO HEIGHT -   581.065 (meters)     1906.38  (feet) ADJUSTED
 PT0020  ______________________________________________________________________
 PT0020  GEOID HEIGHT    -        -22.662 (meters)                     GEOID18
 PT0020  DYNAMIC HEIGHT  -        580.971 (meters)     1906.07  (feet) COMP
 PT0020  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 PT0020
 PT0020  VERT ORDER      -  FIRST     CLASS II
 PT0020
 PT0020.The horizontal coordinates were scaled from a map and have
 PT0020.an estimated accuracy of +/- 6 seconds.
 PT0020
 PT0020.The orthometric height was determined by differential leveling and
 PT0020.adjusted by the NATIONAL GEODETIC SURVEY
 PT0020.in June 1991.
 PT0020
 PT0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0020.GEOID18 height accuracy estimate available here.
 PT0020
 PT0020.Click photographs - Photos may exist for this station.
 PT0020
 PT0020.The dynamic height is computed by dividing the NAVD 88
 PT0020.geopotential number by the normal gravity value computed on the
 PT0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0020.degrees latitude (g = 980.6199 gals.).
 PT0020
 PT0020.The modeled gravity was interpolated from observed gravity values.
 PT0020
 PT0020;                    North         East    Units  Estimated Accuracy
 PT0020;SPC SD N     -   121,500.      594,080.      MT  (+/- 180 meters Scaled)
 PT0020
 PT0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ151753(NAD 83)
 PT0020
 PT0020                          SUPERSEDED SURVEY CONTROL
 PT0020
 PT0020  NGVD 29 (??/??/92)  580.694  (m)         1905.16   (f) ADJ UNCH    1 2
 PT0020
 PT0020.Superseded values are not recommended for survey control.
 PT0020
 PT0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0020.See file dsdata.pdf to determine how the superseded data were derived.
 PT0020
 PT0020_MARKER: DB = BENCH MARK DISK
 PT0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0020_STAMPING: 1905.160 F 15 1926
 PT0020_MARK LOGO: CGS
 PT0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0020+STABILITY: SURFACE MOTION
 PT0020
 PT0020  HISTORY     - Date     Condition        Report By
 PT0020  HISTORY     - 1926     MONUMENTED       CGS
 PT0020  HISTORY     - 1941     GOOD             CGS
 PT0020
 PT0020                          STATION DESCRIPTION
 PT0020
 PT0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0020'AT GORMAN.
 PT0020'AT GORMAN, POTTER COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PT0020'RAILWAY, ABOUT 80 YARDS SOUTH OF THE BOX-CAR STATION, 65 FEET
 PT0020'SOUTHWEST OF A ROAD CROSSING, 21 FEET WEST OF THE CENTER LINE
 PT0020'OF THE TRACK, 14 FEET SOUTH OF A CROSSING SIGN, AND ABOUT 2
 PT0020'INCHES UNDER GROUND.  A STANDARD DISK, STAMPED 1905.160 F 15
 PT0020'1926 AND SET IN THE TOP OF A CONCRETE POST.
 PT0020
 PT0020                          STATION RECOVERY (1941)
 PT0020
 PT0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PT0020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0287 ***********************************************************************
 OR0287  DESIGNATION -  F 15 A
 OR0287  PID         -  OR0287
 OR0287  STATE/COUNTY-  SD/GREGORY
 OR0287  COUNTRY     -  US
 OR0287  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0287
 OR0287                         *CURRENT SURVEY CONTROL
 OR0287  ______________________________________________________________________
 OR0287* NAD 83(1986) POSITION- 43 02 20.     (N) 098 38 57.     (W)   SCALED
 OR0287* NAVD 88 ORTHO HEIGHT -   543.557 (meters)     1783.32  (feet) ADJUSTED
 OR0287  ______________________________________________________________________
 OR0287  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 OR0287  DYNAMIC HEIGHT  -        543.369 (meters)     1782.70  (feet) COMP
 OR0287  MODELED GRAVITY -    980,257.2   (mgal)                       NAVD 88
 OR0287
 OR0287  VERT ORDER      -  FIRST     CLASS II
 OR0287
 OR0287.The horizontal coordinates were scaled from a map and have
 OR0287.an estimated accuracy of +/- 6 seconds.
 OR0287
 OR0287.The orthometric height was determined by differential leveling and
 OR0287.adjusted by the NATIONAL GEODETIC SURVEY
 OR0287.in June 1991.
 OR0287
 OR0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0287.GEOID18 height accuracy estimate available here.
 OR0287
 OR0287.Click photographs - Photos may exist for this station.
 OR0287
 OR0287.The dynamic height is computed by dividing the NAVD 88
 OR0287.geopotential number by the normal gravity value computed on the
 OR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0287.degrees latitude (g = 980.6199 gals.).
 OR0287
 OR0287.The modeled gravity was interpolated from observed gravity values.
 OR0287
 OR0287;                    North         East    Units  Estimated Accuracy
 OR0287;SPC SD S     -    79,770.      737,230.      MT  (+/- 180 meters Scaled)
 OR0287
 OR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN285651(NAD 83)
 OR0287
 OR0287                          SUPERSEDED SURVEY CONTROL
 OR0287
 OR0287  NGVD 29 (??/??/92)  543.250  (m)         1782.31   (f) ADJ UNCH    1 2
 OR0287
 OR0287.Superseded values are not recommended for survey control.
 OR0287
 OR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0287.See file dsdata.pdf to determine how the superseded data were derived.
 OR0287
 OR0287_MARKER: DD = SURVEY DISK
 OR0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0287_STAMPING: F 15 A
 OR0287_MARK LOGO: USACE
 OR0287_PROJECTION: FLUSH
 OR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0287+STABILITY: SURFACE MOTION
 OR0287
 OR0287  HISTORY     - Date     Condition        Report By
 OR0287  HISTORY     - UNK      MONUMENTED       USACE
 OR0287  HISTORY     - 1949     GOOD             CGS
 OR0287  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0287  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0287
 OR0287                          STATION DESCRIPTION
 OR0287
 OR0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0287'14.9 MI E FROM FAIRFAX.
 OR0287'9.0 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0287'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, THENCE 0.3 MILE EAST
 OR0287'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 OR0287'ROAD, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 OR0287'NORTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES EAST ALONG A GRAVELED
 OR0287'ROAD, 1.0 MILE WEST OF A POINT WHERE THE ROAD TURNS SOUTHEAST DOWN
 OR0287'A RAVINE, 81 FEET NORTH OF THE CENTER LINE OF THE ROAD, 47.7
 OR0287'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.8 FEET NORTH OF A
 OR0287'REFERENCE POST, 0.7 FOOT EAST OF A NORTH-SOUTH FENCE, AND SET IN
 OR0287'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OR0287
 OR0287                          STATION RECOVERY (1962)
 OR0287
 OR0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0287'MARK NOT FOUND.
 OR0287
 OR0287                          STATION RECOVERY (2013)
 OR0287
 OR0287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1354 ***********************************************************************
 NM1354  DESIGNATION -  F 150
 NM1354  PID         -  NM1354
 NM1354  STATE/COUNTY-  SD/BON HOMME
 NM1354  COUNTRY     -  US
 NM1354  USGS QUAD   -  KINGSBURG (2017)
 NM1354
 NM1354                         *CURRENT SURVEY CONTROL
 NM1354  ______________________________________________________________________
 NM1354* NAD 83(1986) POSITION- 42 54 38.91   (N) 097 55 53.17   (W)   HD_HELD1
 NM1354* NAVD 88 ORTHO HEIGHT -   419.967 (meters)     1377.84  (feet) ADJUSTED
 NM1354  ______________________________________________________________________
 NM1354  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 NM1354  DYNAMIC HEIGHT  -        419.831 (meters)     1377.40  (feet) COMP
 NM1354  MODELED GRAVITY -    980,283.6   (mgal)                       NAVD 88
 NM1354
 NM1354  VERT ORDER      -  SECOND    CLASS 0
 NM1354
 NM1354.The horizontal coordinates were determined by differentially corrected
 NM1354.hand held GPS observations or other comparable positioning techniques
 NM1354.and have an estimated accuracy of +/- 3 meters.
 NM1354
 NM1354.The orthometric height was determined by differential leveling and
 NM1354.adjusted by the NATIONAL GEODETIC SURVEY
 NM1354.in June 1991.
 NM1354
 NM1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1354.GEOID18 height accuracy estimate available here.
 NM1354
 NM1354.Click photographs - Photos may exist for this station.
 NM1354
 NM1354.The dynamic height is computed by dividing the NAVD 88
 NM1354.geopotential number by the normal gravity value computed on the
 NM1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1354.degrees latitude (g = 980.6199 gals.).
 NM1354
 NM1354.The modeled gravity was interpolated from observed gravity values.
 NM1354
 NM1354;                    North         East    Units  Estimated Accuracy
 NM1354;SPC SD S     -    66,988.7     796,105.3     MT  (+/- 3 meters HH1 GPS) 
 NM1354
 NM1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8722351464(NAD 83)
 NM1354
 NM1354                          SUPERSEDED SURVEY CONTROL
 NM1354
 NM1354  NGVD 29 (??/??/92)  419.726  (m)         1377.05   (f) ADJ UNCH    2 0
 NM1354
 NM1354.Superseded values are not recommended for survey control.
 NM1354
 NM1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1354.See file dsdata.pdf to determine how the superseded data were derived.
 NM1354
 NM1354_MARKER: DB = BENCH MARK DISK
 NM1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1354_STAMPING: F 150 1934
 NM1354_MARK LOGO: CGS
 NM1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1354+STABILITY: SURFACE MOTION
 NM1354
 NM1354  HISTORY     - Date     Condition        Report By
 NM1354  HISTORY     - 1934     MONUMENTED       CGS
 NM1354  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1354
 NM1354                          STATION DESCRIPTION
 NM1354
 NM1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1354'6.6 MI SW FROM TYNDALL.
 NM1354'6.6 MILES SOUTHWEST OF THE RWY. STATION AT TYNDALL, 484 YARDS
 NM1354'SOUTHWEST OF THE KINGSBURG RWY. STATION, 0.25 OF MILE NORTHEAST
 NM1354'OF MILE POST 51, 45.6 FT. SOUTHEAST OF THE EAST RAIL OF THE
 NM1354'TRACK, 40 FT. SOUTHWEST OF THE CENTERLINE OF ROAD THAT CROSSES
 NM1354'THE TRACK, 10 FT. SOUTHWEST OF CORNER OF R/W FENCE, 1.5 FT.
 NM1354'WEST OF R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1354'POST 6 IN HIGH, STAMPED F 150 1934.
 NM1354
 NM1354                          STATION RECOVERY (1974)
 NM1354
 NM1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0042 ***********************************************************************
 OQ0042  DESIGNATION -  F 152
 OQ0042  PID         -  OQ0042
 OQ0042  STATE/COUNTY-  SD/MINNEHAHA
 OQ0042  COUNTRY     -  US
 OQ0042  USGS QUAD   -  VALLEY SPRINGS (2017)
 OQ0042
 OQ0042                         *CURRENT SURVEY CONTROL
 OQ0042  ______________________________________________________________________
 OQ0042* NAD 83(1986) POSITION- 43 34 59.7    (N) 096 27 58.3    (W)   HD_HELD2
 OQ0042* NAVD 88 ORTHO HEIGHT -   424.519 (meters)     1392.78  (feet) ADJUSTED
 OQ0042  ______________________________________________________________________
 OQ0042  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 OQ0042  DYNAMIC HEIGHT  -        424.411 (meters)     1392.42  (feet) COMP
 OQ0042  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 OQ0042
 OQ0042  VERT ORDER      -  SECOND    CLASS 0
 OQ0042
 OQ0042.The horizontal coordinates were established by autonomous hand held GPS
 OQ0042.observations and have an estimated accuracy of +/- 10 meters.
 OQ0042
 OQ0042.The orthometric height was determined by differential leveling and
 OQ0042.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0042.in June 1991.
 OQ0042
 OQ0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0042.GEOID18 height accuracy estimate available here.
 OQ0042
 OQ0042.Click photographs - Photos may exist for this station.
 OQ0042
 OQ0042.The dynamic height is computed by dividing the NAVD 88
 OQ0042.geopotential number by the normal gravity value computed on the
 OQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0042.degrees latitude (g = 980.6199 gals.).
 OQ0042
 OQ0042.The modeled gravity was interpolated from observed gravity values.
 OQ0042
 OQ0042;                    North         East    Units  Estimated Accuracy
 OQ0042;SPC SD S     -   146,124.      912,189.      MT  (+/- 10 meters HH2 GPS)
 OQ0042
 OQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0456528706(NAD 83)
 OQ0042
 OQ0042                          SUPERSEDED SURVEY CONTROL
 OQ0042
 OQ0042  NGVD 29 (??/??/92)  424.267  (m)         1391.95   (f) ADJ UNCH    2 0
 OQ0042
 OQ0042.Superseded values are not recommended for survey control.
 OQ0042
 OQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0042.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0042
 OQ0042_MARKER: DB = BENCH MARK DISK
 OQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0042_STAMPING: F 152 1934
 OQ0042_MARK LOGO: CGS
 OQ0042_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0042+STABILITY: SURFACE MOTION
 OQ0042
 OQ0042  HISTORY     - Date     Condition        Report By
 OQ0042  HISTORY     - 1934     MONUMENTED       CGS
 OQ0042  HISTORY     - 1966     GOOD             MNHD
 OQ0042
 OQ0042                          STATION DESCRIPTION
 OQ0042
 OQ0042'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0042'AT VALLEY SPRINGS.
 OQ0042'AT VALLEY SPRINGS, MINNEHAHA COUNTY, ON CHICAGO, ST. PAUL,
 OQ0042'MINNEAPOLIS AND OMAHA RAILWAY, AT A GRAVEL ROAD CROSSING, 119
 OQ0042'FEET EAST OF THE CENTERLINE OF THE ROAD (ELM STREET), 4.7 FEET
 OQ0042'SOUTH OF THE FIRST POLE EAST OF THE ROAD CROSSING, 32.7 FEET
 OQ0042'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1.0 FEET EAST OF
 OQ0042'STEEL WITNESS POST AND ABOUT 200 FEET NE OF THE ELEVATOR.  A
 OQ0042'STANDARD DISK STAMPED F 152 1934 AND SET IN THE TOP OF A CONCRETE
 OQ0042'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0286 ***********************************************************************
 OR0286  DESIGNATION -  F 16
 OR0286  PID         -  OR0286
 OR0286  STATE/COUNTY-  SD/GREGORY
 OR0286  COUNTRY     -  US
 OR0286  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0286
 OR0286                         *CURRENT SURVEY CONTROL
 OR0286  ______________________________________________________________________
 OR0286* NAD 83(1986) POSITION- 43 02 20.     (N) 098 37 49.     (W)   SCALED
 OR0286* NAVD 88 ORTHO HEIGHT -   545.601 (meters)     1790.03  (feet) ADJUSTED
 OR0286  ______________________________________________________________________
 OR0286  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 OR0286  DYNAMIC HEIGHT  -        545.414 (meters)     1789.41  (feet) COMP
 OR0286  MODELED GRAVITY -    980,260.3   (mgal)                       NAVD 88
 OR0286
 OR0286  VERT ORDER      -  FIRST     CLASS II
 OR0286
 OR0286.The horizontal coordinates were scaled from a map and have
 OR0286.an estimated accuracy of +/- 6 seconds.
 OR0286
 OR0286.The orthometric height was determined by differential leveling and
 OR0286.adjusted by the NATIONAL GEODETIC SURVEY
 OR0286.in June 1991.
 OR0286
 OR0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0286.GEOID18 height accuracy estimate available here.
 OR0286
 OR0286.Click photographs - Photos may exist for this station.
 OR0286
 OR0286.The dynamic height is computed by dividing the NAVD 88
 OR0286.geopotential number by the normal gravity value computed on the
 OR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0286.degrees latitude (g = 980.6199 gals.).
 OR0286
 OR0286.The modeled gravity was interpolated from observed gravity values.
 OR0286
 OR0286;                    North         East    Units  Estimated Accuracy
 OR0286;SPC SD S     -    79,800.      738,770.      MT  (+/- 180 meters Scaled)
 OR0286
 OR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN301651(NAD 83)
 OR0286
 OR0286                          SUPERSEDED SURVEY CONTROL
 OR0286
 OR0286  NGVD 29 (??/??/92)  545.295  (m)         1789.02   (f) ADJ UNCH    1 2
 OR0286
 OR0286.Superseded values are not recommended for survey control.
 OR0286
 OR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0286.See file dsdata.pdf to determine how the superseded data were derived.
 OR0286
 OR0286_MARKER: DD = SURVEY DISK
 OR0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0286_STAMPING: F 16 1788.650
 OR0286_MARK LOGO: USACE
 OR0286_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0286+STABILITY: SURFACE MOTION
 OR0286
 OR0286  HISTORY     - Date     Condition        Report By
 OR0286  HISTORY     - UNK      MONUMENTED       USACE
 OR0286  HISTORY     - 1946     GOOD             CGS
 OR0286  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0286  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0286
 OR0286                          STATION DESCRIPTION
 OR0286
 OR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0286'16.4 MI E FROM FAIRFAX.
 OR0286'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0286'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0286'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST 0.2
 OR0286'MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A
 OR0286'GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT ROAD,
 OR0286'THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 4.0
 OR0286'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 OR0286'29.0 FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER
 OR0286'LINE OF THE ROAD, 17.0 FEET WEST OF THE CENTER LINE OF FARM DRIVE
 OR0286'LEADING NORTH, 4.0 FEET WEST OF THE WEST END OF A WIRE GATE, 1.0
 OR0286'FOOT NORTH OF A FENCE AND 1.5 FEET EAST OF A 2 IN X 4 IN MARKER
 OR0286'POST.  A BRONZE DISK STAMPED F 16 1788.650 SET IN THE TOP OF A
 OR0286'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 OR0286
 OR0286                          STATION RECOVERY (1962)
 OR0286
 OR0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0286'MARK NOT FOUND.
 OR0286
 OR0286                          STATION RECOVERY (2013)
 OR0286
 OR0286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0225 ***********************************************************************
 QR0225  DESIGNATION -  F 16
 QR0225  PID         -  QR0225
 QR0225  STATE/COUNTY-  SD/FAULK
 QR0225  COUNTRY     -  US
 QR0225  USGS QUAD   -  FAULKTON WEST (2017)
 QR0225
 QR0225                         *CURRENT SURVEY CONTROL
 QR0225  ______________________________________________________________________
 QR0225* NAD 83(1986) POSITION- 45 02 56.     (N) 099 13 33.     (W)   SCALED
 QR0225* NAVD 88 ORTHO HEIGHT -   521.187 (meters)     1709.93  (feet) ADJUSTED
 QR0225  ______________________________________________________________________
 QR0225  GEOID HEIGHT    -        -23.468 (meters)                     GEOID18
 QR0225  DYNAMIC HEIGHT  -        521.116 (meters)     1709.69  (feet) COMP
 QR0225  MODELED GRAVITY -    980,464.3   (mgal)                       NAVD 88
 QR0225
 QR0225  VERT ORDER      -  FIRST     CLASS II
 QR0225
 QR0225.The horizontal coordinates were scaled from a map and have
 QR0225.an estimated accuracy of +/- 6 seconds.
 QR0225
 QR0225.The orthometric height was determined by differential leveling and
 QR0225.adjusted by the NATIONAL GEODETIC SURVEY
 QR0225.in June 1991.
 QR0225
 QR0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0225.GEOID18 height accuracy estimate available here.
 QR0225
 QR0225.Click photographs - Photos may exist for this station.
 QR0225
 QR0225.The dynamic height is computed by dividing the NAVD 88
 QR0225.geopotential number by the normal gravity value computed on the
 QR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0225.degrees latitude (g = 980.6199 gals.).
 QR0225
 QR0225.The modeled gravity was interpolated from observed gravity values.
 QR0225
 QR0225;                    North         East    Units  Estimated Accuracy
 QR0225;SPC SD N     -   135,370.      660,980.      MT  (+/- 180 meters Scaled)
 QR0225
 QR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ822884(NAD 83)
 QR0225
 QR0225                          SUPERSEDED SURVEY CONTROL
 QR0225
 QR0225  NGVD 29 (??/??/92)  520.831  (m)         1708.76   (f) ADJ UNCH    1 2
 QR0225
 QR0225.Superseded values are not recommended for survey control.
 QR0225
 QR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0225.See file dsdata.pdf to determine how the superseded data were derived.
 QR0225
 QR0225_MARKER: DB = BENCH MARK DISK
 QR0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0225_STAMPING: 1708.760 F 16 1926
 QR0225_MARK LOGO: CGS
 QR0225_PROJECTION: FLUSH
 QR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0225+STABILITY: SURFACE MOTION
 QR0225
 QR0225  HISTORY     - Date     Condition        Report By
 QR0225  HISTORY     - 1926     MONUMENTED       CGS
 QR0225  HISTORY     - 1973     GOOD             NGS
 QR0225
 QR0225                          STATION DESCRIPTION
 QR0225
 QR0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0225'5.5 MI W FROM FAULKTON.
 QR0225'ABOUT 5.5 MILES WEST ALONG THE ABANDONED CHICAGO AND NORTH
 QR0225'WESTERN RAILWAY FROM FAULKTON, AT A TRACK SECTION LINE ROAD
 QR0225'CROSSING, IN PASTURE LAND, 130 FEET WEST OF THE CENTER OF THE
 QR0225'TRACK ROAD, 98 FEET WEST OF THE CORNER FENCE POST OF THE WEST
 QR0225'RIGHT-OF-WAY FENCE, 42 FEET NORTH OF THE CENTER OF THE ABANDONED
 QR0225'RAILWAY, 8 FEET SOUTH OF THE NORTH R.O.W. FENCE AND METAL WITNESS
 QR0225'POST, AND SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 QR0225'IT IS 0.5 MILE NORTH OF U.S. HIGHWAY 212.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0285 ***********************************************************************
 OR0285  DESIGNATION -  F 16 A
 OR0285  PID         -  OR0285
 OR0285  STATE/COUNTY-  SD/GREGORY
 OR0285  COUNTRY     -  US
 OR0285  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0285
 OR0285                         *CURRENT SURVEY CONTROL
 OR0285  ______________________________________________________________________
 OR0285* NAD 83(1986) POSITION- 43 02 19.     (N) 098 37 49.     (W)   SCALED
 OR0285* NAVD 88 ORTHO HEIGHT -   545.010 (meters)     1788.09  (feet) ADJUSTED
 OR0285  ______________________________________________________________________
 OR0285  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 OR0285  DYNAMIC HEIGHT  -        544.822 (meters)     1787.47  (feet) COMP
 OR0285  MODELED GRAVITY -    980,260.2   (mgal)                       NAVD 88
 OR0285
 OR0285  VERT ORDER      -  FIRST     CLASS II
 OR0285
 OR0285.The horizontal coordinates were scaled from a map and have
 OR0285.an estimated accuracy of +/- 6 seconds.
 OR0285
 OR0285.The orthometric height was determined by differential leveling and
 OR0285.adjusted by the NATIONAL GEODETIC SURVEY
 OR0285.in June 1991.
 OR0285
 OR0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0285.GEOID18 height accuracy estimate available here.
 OR0285
 OR0285.Click photographs - Photos may exist for this station.
 OR0285
 OR0285.The dynamic height is computed by dividing the NAVD 88
 OR0285.geopotential number by the normal gravity value computed on the
 OR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0285.degrees latitude (g = 980.6199 gals.).
 OR0285
 OR0285.The modeled gravity was interpolated from observed gravity values.
 OR0285
 OR0285;                    North         East    Units  Estimated Accuracy
 OR0285;SPC SD S     -    79,770.      738,770.      MT  (+/- 180 meters Scaled)
 OR0285
 OR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN301651(NAD 83)
 OR0285
 OR0285                          SUPERSEDED SURVEY CONTROL
 OR0285
 OR0285  NGVD 29 (??/??/92)  544.704  (m)         1787.08   (f) ADJ UNCH    1 2
 OR0285
 OR0285.Superseded values are not recommended for survey control.
 OR0285
 OR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0285.See file dsdata.pdf to determine how the superseded data were derived.
 OR0285
 OR0285_MARKER: DD = SURVEY DISK
 OR0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0285_STAMPING: F 16 A
 OR0285_MARK LOGO: USACE
 OR0285_PROJECTION: FLUSH
 OR0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0285+STABILITY: SURFACE MOTION
 OR0285
 OR0285  HISTORY     - Date     Condition        Report By
 OR0285  HISTORY     - UNK      MONUMENTED       USACE
 OR0285  HISTORY     - 1949     GOOD             CGS
 OR0285  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0285
 OR0285                          STATION DESCRIPTION
 OR0285
 OR0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0285'15.9 MI E FROM FAIRFAX.
 OR0285'9.0 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0285'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, THENCE 0.3 MILE EAST
 OR0285'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 OR0285'ROAD, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0
 OR0285'MILE NORTH ALONG A GRAVELED ROAD, THENCE 3.9 MILES EAST ALONG A
 OR0285'GRAVELED ROAD, AT A POINT WHERE THE ROAD CURVES SOUTH, APPROXIMATELY
 OR0285'200 FEET WEST OF THE ROAD LEADING SOUTH FROM THE CURVE, 70 FEET
 OR0285'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST FROM THE CURVE,
 OR0285'1.3 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST,
 OR0285'ON TOP OF THE EASTERN PORTION OF A FLAT TOPPED HILL, AND SET IN
 OR0285'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OR0285
 OR0285                          STATION RECOVERY (1962)
 OR0285
 OR0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0284 ***********************************************************************
 OR0284  DESIGNATION -  F 17
 OR0284  PID         -  OR0284
 OR0284  STATE/COUNTY-  SD/GREGORY
 OR0284  COUNTRY     -  US
 OR0284  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0284
 OR0284                         *CURRENT SURVEY CONTROL
 OR0284  ______________________________________________________________________
 OR0284* NAD 83(1986) POSITION- 43 01 28.     (N) 098 37 26.     (W)   SCALED
 OR0284* NAVD 88 ORTHO HEIGHT -   440.411 (meters)     1444.92  (feet) ADJUSTED
 OR0284  ______________________________________________________________________
 OR0284  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 OR0284  DYNAMIC HEIGHT  -        440.256 (meters)     1444.41  (feet) COMP
 OR0284  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 OR0284
 OR0284  VERT ORDER      -  FIRST     CLASS II
 OR0284
 OR0284.The horizontal coordinates were scaled from a map and have
 OR0284.an estimated accuracy of +/- 6 seconds.
 OR0284
 OR0284.The orthometric height was determined by differential leveling and
 OR0284.adjusted by the NATIONAL GEODETIC SURVEY
 OR0284.in June 1991.
 OR0284
 OR0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0284.GEOID18 height accuracy estimate available here.
 OR0284
 OR0284.Click photographs - Photos may exist for this station.
 OR0284
 OR0284.The dynamic height is computed by dividing the NAVD 88
 OR0284.geopotential number by the normal gravity value computed on the
 OR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0284.degrees latitude (g = 980.6199 gals.).
 OR0284
 OR0284.The modeled gravity was interpolated from observed gravity values.
 OR0284
 OR0284;                    North         East    Units  Estimated Accuracy
 OR0284;SPC SD S     -    78,210.      739,320.      MT  (+/- 180 meters Scaled)
 OR0284
 OR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN306635(NAD 83)
 OR0284
 OR0284                          SUPERSEDED SURVEY CONTROL
 OR0284
 OR0284  NGVD 29 (??/??/92)  440.100  (m)         1443.89   (f) ADJ UNCH    1 2
 OR0284
 OR0284.Superseded values are not recommended for survey control.
 OR0284
 OR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0284.See file dsdata.pdf to determine how the superseded data were derived.
 OR0284
 OR0284_MARKER: DD = SURVEY DISK
 OR0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0284_STAMPING: F 17 1443.637
 OR0284_MARK LOGO: USACE
 OR0284_PROJECTION: FLUSH
 OR0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0284+STABILITY: SURFACE MOTION
 OR0284
 OR0284  HISTORY     - Date     Condition        Report By
 OR0284  HISTORY     - UNK      MONUMENTED       USACE
 OR0284  HISTORY     - 1946     GOOD             CGS
 OR0284  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0284
 OR0284                          STATION DESCRIPTION
 OR0284
 OR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0284'17.6 MI E FROM FAIRFAX.
 OR0284'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0284'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0284'THENCE EAST 8.9 MILES STATE HIGHWAY NO. 54, THENCE EAST 0.2 MILE
 OR0284'ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED DIRT
 OR0284'ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH
 OR0284'1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 4.0 MILES ALONG A
 OR0284'GRADED DIRT ROAD, THENCE SOUTH 1.2 MILES ALONG A GRADED DIRT ROAD
 OR0284'TO SITE OF MARK, BENCH MARK IS AT A T INTERSECTION, 43.0 FEET
 OR0284'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST-WEST
 OR0284'ROAD, 55.0 FEET EAST OF THE CENTER LINE OF ROAD LEADING SOUTH, 61.0
 OR0284'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CHURCH, 19.0 FEET
 OR0284'SOUTH OF THE SOUTH SIDE OF A HOUSE 2.5 FEET SOUTH OF A FLAG POLE
 OR0284'AND 1.0 FOOT SOUTH OF A 2 IN X 4 IN MARKER POST.  A BRONZE DISK
 OR0284'STAMPED F 17 1443.637 SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 OR0284'GROUND.
 OR0284
 OR0284                          STATION RECOVERY (2013)
 OR0284
 OR0284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0216 ***********************************************************************
 QR0216  DESIGNATION -  F 17 RESET
 QR0216  PID         -  QR0216
 QR0216  STATE/COUNTY-  SD/EDMUNDS
 QR0216  COUNTRY     -  US
 QR0216  USGS QUAD   -  ROSCOE (2017)
 QR0216
 QR0216                         *CURRENT SURVEY CONTROL
 QR0216  ______________________________________________________________________
 QR0216* NAD 83(1986) POSITION- 45 26 57.     (N) 099 19 42.     (W)   SCALED
 QR0216* NAVD 88 ORTHO HEIGHT -   552.53  (meters)     1812.8   (feet) RESET
 QR0216  ______________________________________________________________________
 QR0216  GEOID HEIGHT    -        -23.134 (meters)                     GEOID18
 QR0216  VERT ORDER      -  THIRD
 QR0216
 QR0216.The horizontal coordinates were scaled from a map and have
 QR0216.an estimated accuracy of +/- 6 seconds.
 QR0216
 QR0216.The orthometric height was computed from unverified reset data.
 QR0216
 QR0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0216.GEOID18 height accuracy estimate available here.
 QR0216
 QR0216.Click photographs - Photos may exist for this station.
 QR0216
 QR0216;                    North         East    Units  Estimated Accuracy
 QR0216;SPC SD N     -   179,780.      652,540.      MT  (+/- 180 meters Scaled)
 QR0216
 QR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR743329(NAD 83)
 QR0216
 QR0216                          SUPERSEDED SURVEY CONTROL
 QR0216
 QR0216.No superseded survey control is available for this station.
 QR0216
 QR0216_MARKER: DB = BENCH MARK DISK
 QR0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0216_STAMPING: F 17 RESET 1936
 QR0216_MARK LOGO: CGS
 QR0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0216+STABILITY: SURFACE MOTION
 QR0216
 QR0216  HISTORY     - Date     Condition        Report By
 QR0216  HISTORY     - 1936     MONUMENTED       SDHD
 QR0216  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0216  HISTORY     - 19970729 MARK NOT FOUND   NGS
 QR0216
 QR0216                          STATION DESCRIPTION
 QR0216
 QR0216'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1936
 QR0216'0.2 MI E FROM ROSCOE.
 QR0216'1/4 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0216'RAILROAD FROM ROSCOE, EDMUNDS COUNTY, AT A NEW (1936)
 QR0216'CONCRETE-AND-STEEL OVERHEAD CROSSING, 165 FEET EAST OF THE SOUTH
 QR0216'WING OF THE EAST ABUTMENT, AND 41 FEET NORTH OF THE CENTER LINE
 QR0216'OF THE NORTH TRACK.  A STANDARD DISK, STAMPED F 17 RESET 1936
 QR0216'AND SET IN THE TOP OF A CONCRETE POST.
 QR0216
 QR0216                          STATION RECOVERY (1974)
 QR0216
 QR0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0216'MARK NOT FOUND.
 QR0216
 QR0216                          STATION RECOVERY (1997)
 QR0216
 QR0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0216'THE DESCRIBED AREA IS NOW A DEEP DITCH.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1611 ***********************************************************************
 PU1611  DESIGNATION -  F 177
 PU1611  PID         -  PU1611
 PU1611  STATE/COUNTY-  SD/LAWRENCE
 PU1611  COUNTRY     -  US
 PU1611  USGS QUAD   -  LEAD (2017)
 PU1611
 PU1611                         *CURRENT SURVEY CONTROL
 PU1611  ______________________________________________________________________
 PU1611* NAD 83(1986) POSITION- 44 17 31.     (N) 103 51 10.     (W)   SCALED
 PU1611* NAVD 88 ORTHO HEIGHT -  1714.222 (meters)     5624.08  (feet) ADJUSTED
 PU1611  ______________________________________________________________________
 PU1611  GEOID HEIGHT    -        -13.234 (meters)                     GEOID18
 PU1611  DYNAMIC HEIGHT  -       1713.427 (meters)     5621.47  (feet) COMP
 PU1611  MODELED GRAVITY -    980,092.4   (mgal)                       NAVD 88
 PU1611
 PU1611  VERT ORDER      -  SECOND    CLASS 0
 PU1611
 PU1611.The horizontal coordinates were scaled from a map and have
 PU1611.an estimated accuracy of +/- 6 seconds.
 PU1611
 PU1611.The orthometric height was determined by differential leveling and
 PU1611.adjusted by the NATIONAL GEODETIC SURVEY
 PU1611.in June 1991.
 PU1611
 PU1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1611.GEOID18 height accuracy estimate available here.
 PU1611
 PU1611.Click photographs - Photos may exist for this station.
 PU1611
 PU1611.The dynamic height is computed by dividing the NAVD 88
 PU1611.geopotential number by the normal gravity value computed on the
 PU1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1611.degrees latitude (g = 980.6199 gals.).
 PU1611
 PU1611.The modeled gravity was interpolated from observed gravity values.
 PU1611
 PU1611;                    North         East    Units  Estimated Accuracy
 PU1611;SPC SD N     -    58,280.      292,610.      MT  (+/- 180 meters Scaled)
 PU1611
 PU1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK915049(NAD 83)
 PU1611
 PU1611                          SUPERSEDED SURVEY CONTROL
 PU1611
 PU1611  NGVD 29 (??/??/92) 1713.518  (m)         5621.77   (f) ADJ UNCH    2 0
 PU1611
 PU1611.Superseded values are not recommended for survey control.
 PU1611
 PU1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1611.See file dsdata.pdf to determine how the superseded data were derived.
 PU1611
 PU1611_MARKER: DB = BENCH MARK DISK
 PU1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1611_STAMPING: F 177 1934
 PU1611_MARK LOGO: CGS
 PU1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1611+STABILITY: SURFACE MOTION
 PU1611
 PU1611  HISTORY     - Date     Condition        Report By
 PU1611  HISTORY     - 1934     MONUMENTED       CGS
 PU1611  HISTORY     - 1938     GOOD             CGS
 PU1611
 PU1611                          STATION DESCRIPTION
 PU1611
 PU1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1611'7.5 MI SW FROM LEAD.
 PU1611'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1611'COUNTY, ABOUT 3.8 MILES SOUTHWEST OF THE OVERHEAD CROSSING OF THE
 PU1611'CHICAGO, BURLINGTON AND QUINCY RAILROAD, ABOUT 2.6 MILES SOUTH ALONG
 PU1611'A COUNTY ROAD FROM ELMORE, ABOUT 0.8 MILE NORTHEAST OF OLD CHEYENNE
 PU1611'CROSSING, ABOUT 0.1 MILE NORTH OF A PIPED STREAM ON THE MOUNTAIN,
 PU1611'AT THE BOTTOM OF A SMALL DRAW EAST OF THE ROAD, AND ABOUT LEVEL
 PU1611'WITH THE ROAD.  A STANDARD DISK, STAMPED F 177 1934 AND SET IN
 PU1611'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0557 ***********************************************************************
 OT0557  DESIGNATION -  F 178
 OT0557  PID         -  OT0557
 OT0557  STATE/COUNTY-  SD/CUSTER
 OT0557  COUNTRY     -  US
 OT0557  USGS QUAD   -  CUSTER (2017)
 OT0557
 OT0557                         *CURRENT SURVEY CONTROL
 OT0557  ______________________________________________________________________
 OT0557* NAD 83(1986) POSITION- 43 46 40.64   (N) 103 36 13.41   (W)   HD_HELD1
 OT0557* NAVD 88 ORTHO HEIGHT -  1646.524 (meters)     5401.97  (feet) ADJUSTED
 OT0557  ______________________________________________________________________
 OT0557  GEOID HEIGHT    -        -13.695 (meters)                     GEOID18
 OT0557  DYNAMIC HEIGHT  -       1645.755 (meters)     5399.45  (feet) COMP
 OT0557  MODELED GRAVITY -    980,092.1   (mgal)                       NAVD 88
 OT0557
 OT0557  VERT ORDER      -  SECOND    CLASS 0
 OT0557
 OT0557.The horizontal coordinates were determined by differentially corrected
 OT0557.hand held GPS observations or other comparable positioning techniques
 OT0557.and have an estimated accuracy of +/- 3 meters.
 OT0557
 OT0557.The orthometric height was determined by differential leveling and
 OT0557.adjusted by the NATIONAL GEODETIC SURVEY
 OT0557.in June 1991.
 OT0557
 OT0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0557.GEOID18 height accuracy estimate available here.
 OT0557
 OT0557.Click photographs - Photos may exist for this station.
 OT0557
 OT0557.The dynamic height is computed by dividing the NAVD 88
 OT0557.geopotential number by the normal gravity value computed on the
 OT0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0557.degrees latitude (g = 980.6199 gals.).
 OT0557
 OT0557.The modeled gravity was interpolated from observed gravity values.
 OT0557
 OT0557;                    North         East    Units  Estimated Accuracy
 OT0557;SPC SD S     -   165,667.9     336,809.6     MT  (+/- 3 meters HH1 GPS) 
 OT0557
 OT0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1236248158(NAD 83)
 OT0557
 OT0557                          SUPERSEDED SURVEY CONTROL
 OT0557
 OT0557  NGVD 29 (??/??/92) 1645.886  (m)         5399.88   (f) ADJ UNCH    2 0
 OT0557
 OT0557.Superseded values are not recommended for survey control.
 OT0557
 OT0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0557.See file dsdata.pdf to determine how the superseded data were derived.
 OT0557
 OT0557_MARKER: DB = BENCH MARK DISK
 OT0557_SETTING: 66 = SET IN ROCK OUTCROP
 OT0557_STAMPING: F 178 1934
 OT0557_MARK LOGO: CGS
 OT0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0557+STABILITY: POSITION/ELEVATION WELL
 OT0557
 OT0557  HISTORY     - Date     Condition        Report By
 OT0557  HISTORY     - 1934     MONUMENTED       CGS
 OT0557
 OT0557                          STATION DESCRIPTION
 OT0557
 OT0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0557'1.5 MI N FROM CUSTER.
 OT0557'1.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0557'FROM THE STATION AT CUSTER, CUSTER COUNTY, ABOUT 0.1 MILE SOUTH
 OT0557'OF MILEPOST 46, OPPOSITE THE NORTH END OF A HIGH FILL, 60.3 FEET
 OT0557'NORTHEAST OF THE NORTHEAST RAIL, 15.8 FEET EAST OF THE SOUTH END
 OT0557'OF A GATE FOR A FOOTPATH CROSSING, 12.5 FEET NORTHEAST OF THE
 OT0557'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A LARGE ROCK.  A STANDARD
 OT0557'DISK, STAMPED F 178 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0283 ***********************************************************************
 OR0283  DESIGNATION -  F 18
 OR0283  PID         -  OR0283
 OR0283  STATE/COUNTY-  SD/GREGORY
 OR0283  COUNTRY     -  US
 OR0283  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0283
 OR0283                         *CURRENT SURVEY CONTROL
 OR0283  ______________________________________________________________________
 OR0283* NAD 83(1986) POSITION- 43 01 33.     (N) 098 36 18.     (W)   SCALED
 OR0283* NAVD 88 ORTHO HEIGHT -   431.158 (meters)     1414.56  (feet) ADJUSTED
 OR0283  ______________________________________________________________________
 OR0283  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 OR0283  DYNAMIC HEIGHT  -        431.008 (meters)     1414.07  (feet) COMP
 OR0283  MODELED GRAVITY -    980,260.0   (mgal)                       NAVD 88
 OR0283
 OR0283  VERT ORDER      -  FIRST     CLASS II
 OR0283
 OR0283.The horizontal coordinates were scaled from a map and have
 OR0283.an estimated accuracy of +/- 6 seconds.
 OR0283
 OR0283.The orthometric height was determined by differential leveling and
 OR0283.adjusted by the NATIONAL GEODETIC SURVEY
 OR0283.in June 1991.
 OR0283
 OR0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0283.GEOID18 height accuracy estimate available here.
 OR0283
 OR0283.Click photographs - Photos may exist for this station.
 OR0283
 OR0283.The dynamic height is computed by dividing the NAVD 88
 OR0283.geopotential number by the normal gravity value computed on the
 OR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0283.degrees latitude (g = 980.6199 gals.).
 OR0283
 OR0283.The modeled gravity was interpolated from observed gravity values.
 OR0283
 OR0283;                    North         East    Units  Estimated Accuracy
 OR0283;SPC SD S     -    78,400.      740,860.      MT  (+/- 180 meters Scaled)
 OR0283
 OR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN321637(NAD 83)
 OR0283
 OR0283                          SUPERSEDED SURVEY CONTROL
 OR0283
 OR0283  NGVD 29 (??/??/92)  430.848  (m)         1413.54   (f) ADJ UNCH    1 2
 OR0283
 OR0283.Superseded values are not recommended for survey control.
 OR0283
 OR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0283.See file dsdata.pdf to determine how the superseded data were derived.
 OR0283
 OR0283_MARKER: DD = SURVEY DISK
 OR0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0283_STAMPING: F 18 1413.637
 OR0283_MARK LOGO: USACE
 OR0283_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0283+STABILITY: SURFACE MOTION
 OR0283
 OR0283  HISTORY     - Date     Condition        Report By
 OR0283  HISTORY     - UNK      MONUMENTED       USACE
 OR0283  HISTORY     - 1946     GOOD             CGS
 OR0283  HISTORY     - 1949     GOOD             CGS
 OR0283  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0283
 OR0283                          STATION DESCRIPTION
 OR0283
 OR0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0283'18.6 MI E FROM FAIRFAX.
 OR0283'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE
 OR0283'ALONG MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0283'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST
 OR0283'0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG
 OR0283'A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT
 OR0283'ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 OR0283'EAST 4.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 1.2 MILES
 OR0283'ALONG A GRADED DIRT ROAD, THENCE EASTERLY 1.0 MILE ALONG A GRADED
 OR0283'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YARDS SOUTHEAST
 OR0283'OF A SMALL WOODEN BRIDGE, 47.0 FEET SOUTHWEST OF AND ABOUT 3.0
 OR0283'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTHEAST
 OR0283'OF A TELEPHONE POLE AND FENCE CORNER, 1.5 FEET SOUTH OF A 2 IN
 OR0283'X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 18 1413.374 SET IN
 OR0283'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 OR0283
 OR0283                          STATION RECOVERY (1949)
 OR0283
 OR0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0283'RECOVERED IN GOOD CONDITION.
 OR0283
 OR0283                          STATION RECOVERY (2013)
 OR0283
 OR0283'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0154 ***********************************************************************
 PR0154  DESIGNATION -  F 18
 PR0154  PID         -  PR0154
 PR0154  STATE/COUNTY-  SD/MOODY
 PR0154  COUNTRY     -  US
 PR0154  USGS QUAD   -  FLANDREAU (2017)
 PR0154
 PR0154                         *CURRENT SURVEY CONTROL
 PR0154  ______________________________________________________________________
 PR0154* NAD 83(1986) POSITION- 44 01 33.     (N) 096 37 26.     (W)   SCALED
 PR0154* NAVD 88 ORTHO HEIGHT -   464.794 (meters)     1524.91  (feet) ADJUSTED
 PR0154  ______________________________________________________________________
 PR0154  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 PR0154  DYNAMIC HEIGHT  -        464.687 (meters)     1524.56  (feet) COMP
 PR0154  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 PR0154
 PR0154  VERT ORDER      -  FIRST     CLASS II
 PR0154
 PR0154.The horizontal coordinates were scaled from a map and have
 PR0154.an estimated accuracy of +/- 6 seconds.
 PR0154
 PR0154.The orthometric height was determined by differential leveling and
 PR0154.adjusted by the NATIONAL GEODETIC SURVEY
 PR0154.in June 1991.
 PR0154
 PR0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0154.GEOID18 height accuracy estimate available here.
 PR0154
 PR0154.Click photographs - Photos may exist for this station.
 PR0154
 PR0154.The dynamic height is computed by dividing the NAVD 88
 PR0154.geopotential number by the normal gravity value computed on the
 PR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0154.degrees latitude (g = 980.6199 gals.).
 PR0154
 PR0154.The modeled gravity was interpolated from observed gravity values.
 PR0154
 PR0154;                    North         East    Units  Estimated Accuracy
 PR0154;SPC SD S     -   194,670.      897,270.      MT  (+/- 180 meters Scaled)
 PR0154
 PR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP904774(NAD 83)
 PR0154
 PR0154                          SUPERSEDED SURVEY CONTROL
 PR0154
 PR0154  NGVD 29 (??/??/92)  464.533  (m)         1524.06   (f) ADJ UNCH    1 2
 PR0154
 PR0154.Superseded values are not recommended for survey control.
 PR0154
 PR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0154.See file dsdata.pdf to determine how the superseded data were derived.
 PR0154
 PR0154_MARKER: DB = BENCH MARK DISK
 PR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0154_STAMPING: 1524.055 F 18 1931
 PR0154_MARK LOGO: CGS
 PR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0154+STABILITY: SURFACE MOTION
 PR0154
 PR0154  HISTORY     - Date     Condition        Report By
 PR0154  HISTORY     - 1931     MONUMENTED       CGS
 PR0154  HISTORY     - 1934     GOOD             CGS
 PR0154  HISTORY     - 20110328 MARK NOT FOUND   INDIV
 PR0154
 PR0154                          STATION DESCRIPTION
 PR0154
 PR0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PR0154'2.2 MI NE FROM EGAN.
 PR0154'ABOUT 2.2 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0154'AND PACIFIC RAILROAD FROM THE STATION AT EGAN, MOODY COUNTY,
 PR0154'ABOUT 69-1/2 RAILS NORTHEAST OF THE NORTHEAST END OF BRIDGE
 PR0154'0958 OVER BIG SIOUX RIVER, ABOUT 110 FEET NORTHEAST OF A PRIVATE-ROAD
 PR0154'CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 PR0154'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 PR0154'STAMPED 1524.055 F 1931 AND SET IN THE TOP OF A CONCRETE POST
 PR0154'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PR0154
 PR0154                          STATION RECOVERY (1934)
 PR0154
 PR0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PR0154'RECOVERED IN GOOD CONDITION.
 PR0154
 PR0154                          STATION RECOVERY (2011)
 PR0154
 PR0154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1540 ***********************************************************************
 PU1540  DESIGNATION -  F 183
 PU1540  PID         -  PU1540
 PU1540  STATE/COUNTY-  SD/PENNINGTON
 PU1540  COUNTRY     -  US
 PU1540  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1540
 PU1540                         *CURRENT SURVEY CONTROL
 PU1540  ______________________________________________________________________
 PU1540* NAD 83(1986) POSITION- 44 02 49.95   (N) 103 20 31.94   (W)   HD_HELD1
 PU1540* NAVD 88 ORTHO HEIGHT -  1075.083 (meters)     3527.17  (feet) ADJUSTED
 PU1540  ______________________________________________________________________
 PU1540  GEOID HEIGHT    -        -15.094 (meters)                     GEOID18
 PU1540  DYNAMIC HEIGHT  -       1074.710 (meters)     3525.94  (feet) COMP
 PU1540  MODELED GRAVITY -    980,234.4   (mgal)                       NAVD 88
 PU1540
 PU1540  VERT ORDER      -  FIRST     CLASS II
 PU1540
 PU1540.The horizontal coordinates were determined by differentially corrected
 PU1540.hand held GPS observations or other comparable positioning techniques
 PU1540.and have an estimated accuracy of +/- 3 meters.
 PU1540
 PU1540.The orthometric height was determined by differential leveling and
 PU1540.adjusted by the NATIONAL GEODETIC SURVEY
 PU1540.in June 1991.
 PU1540
 PU1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1540.GEOID18 height accuracy estimate available here.
 PU1540
 PU1540.Click photographs - Photos may exist for this station.
 PU1540
 PU1540.The dynamic height is computed by dividing the NAVD 88
 PU1540.geopotential number by the normal gravity value computed on the
 PU1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1540.degrees latitude (g = 980.6199 gals.).
 PU1540
 PU1540.The modeled gravity was interpolated from observed gravity values.
 PU1540
 PU1540;                    North         East    Units  Estimated Accuracy
 PU1540;SPC SD S     -   194,767.2     358,929.7     MT  (+/- 3 meters HH1 GPS) 
 PU1540
 PU1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3280778452(NAD 83)
 PU1540
 PU1540                          SUPERSEDED SURVEY CONTROL
 PU1540
 PU1540  NGVD 29 (??/??/92) 1074.589  (m)         3525.55   (f) ADJ UNCH    1 2
 PU1540
 PU1540.Superseded values are not recommended for survey control.
 PU1540
 PU1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1540.See file dsdata.pdf to determine how the superseded data were derived.
 PU1540
 PU1540_MARKER: DB = BENCH MARK DISK
 PU1540_SETTING: 66 = SET IN ROCK OUTCROP
 PU1540_STAMPING: F 183 1934
 PU1540_MARK LOGO: CGS
 PU1540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1540+STABILITY: POSITION/ELEVATION WELL
 PU1540
 PU1540  HISTORY     - Date     Condition        Report By
 PU1540  HISTORY     - 1934     MONUMENTED       CGS
 PU1540  HISTORY     - 1962     GOOD             CGS
 PU1540  HISTORY     - 20110322 MARK NOT FOUND   INDIV
 PU1540  HISTORY     - 20191107 GOOD             LOCENG
 PU1540
 PU1540                          STATION DESCRIPTION
 PU1540
 PU1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1540'7.9 MI SW FROM RAPID CITY.
 PU1540'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1540'FROM THE STATION AT RAPID CITY, THENCE 0.55 MILE SOUTH ALONG
 PU1540'MT. VIEW ROAD, THENCE 2.4 MILES SOUTHWEST ALONG JACKSON BOULEVARD
 PU1540'TO THE CANYON LAKE CLUB, THENCE 1.95 MILES WEST-SOUTHWEST ALONG
 PU1540'STATE HIGHWAY 40, THENCE 1.4 MILES SOUTHWEST ALONG DARK CANYON
 PU1540'ROAD TO THREE PRIVATE DRIVEWAYS, THENCE 1.4 MILES SOUTHWEST
 PU1540'ALONG DARK CANYON ROAD TO THREE DRIVEWAYS, AT A POINT WHERE THE
 PU1540'ROAD CROSSES OVER RAPID CREEK, 120 YARDS SOUTH OF AND ACROSS
 PU1540'THE ROAD FROM A HOUSE WITH A CONCRETE BLOCK BASEMENT, 59 FEET
 PU1540'SOUTHEAST OF THE CENTER LINE OF THE ROAD AND RAPID CREEK, ABOUT
 PU1540'60 FEET WEST OF A LARGE ROCK WALL, 6.0 FEET WEST OF  METAL
 PU1540'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, 10 FEET
 PU1540'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE ROCK, AND
 PU1540'SET IN THE TOP OF A VERY LARGE SQUARE LIKE GRANITE ROCK IN THE
 PU1540'SOUTHEAST EDGE OF RAPID CREEK.
 PU1540
 PU1540                          STATION RECOVERY (2011)
 PU1540
 PU1540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1540'MARK NOT FOUND.
 PU1540
 PU1540                          STATION RECOVERY (2019)
 PU1540
 PU1540'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2019 (SD)
 PU1540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0282 ***********************************************************************
 OR0282  DESIGNATION -  F 19
 OR0282  PID         -  OR0282
 OR0282  STATE/COUNTY-  SD/GREGORY
 OR0282  COUNTRY     -  US
 OR0282  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0282
 OR0282                         *CURRENT SURVEY CONTROL
 OR0282  ______________________________________________________________________
 OR0282* NAD 83(1986) POSITION- 43 01 27.     (N) 098 35 22.     (W)   SCALED
 OR0282* NAVD 88 ORTHO HEIGHT -   422.880 (meters)     1387.40  (feet) ADJUSTED
 OR0282  ______________________________________________________________________
 OR0282  GEOID HEIGHT    -        -26.147 (meters)                     GEOID18
 OR0282  DYNAMIC HEIGHT  -        422.733 (meters)     1386.92  (feet) COMP
 OR0282  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 OR0282
 OR0282  VERT ORDER      -  FIRST     CLASS II
 OR0282
 OR0282.The horizontal coordinates were scaled from a map and have
 OR0282.an estimated accuracy of +/- 6 seconds.
 OR0282
 OR0282.The orthometric height was determined by differential leveling and
 OR0282.adjusted by the NATIONAL GEODETIC SURVEY
 OR0282.in June 1991.
 OR0282
 OR0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0282.GEOID18 height accuracy estimate available here.
 OR0282
 OR0282.Click photographs - Photos may exist for this station.
 OR0282
 OR0282.The dynamic height is computed by dividing the NAVD 88
 OR0282.geopotential number by the normal gravity value computed on the
 OR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0282.degrees latitude (g = 980.6199 gals.).
 OR0282
 OR0282.The modeled gravity was interpolated from observed gravity values.
 OR0282
 OR0282;                    North         East    Units  Estimated Accuracy
 OR0282;SPC SD S     -    78,240.      742,130.      MT  (+/- 180 meters Scaled)
 OR0282
 OR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN334635(NAD 83)
 OR0282
 OR0282                          SUPERSEDED SURVEY CONTROL
 OR0282
 OR0282  NGVD 29 (??/??/92)  422.571  (m)         1386.39   (f) ADJ UNCH    1 2
 OR0282
 OR0282.Superseded values are not recommended for survey control.
 OR0282
 OR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0282.See file dsdata.pdf to determine how the superseded data were derived.
 OR0282
 OR0282_MARKER: DD = SURVEY DISK
 OR0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0282_STAMPING: F 19 1386.175
 OR0282_MARK LOGO: USACE
 OR0282_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0282+STABILITY: SURFACE MOTION
 OR0282
 OR0282  HISTORY     - Date     Condition        Report By
 OR0282  HISTORY     - UNK      MONUMENTED       USACE
 OR0282  HISTORY     - 1946     GOOD             CGS
 OR0282  HISTORY     - 1949     GOOD             CGS
 OR0282  HISTORY     - 20130125 POOR             INDIV
 OR0282
 OR0282                          STATION DESCRIPTION
 OR0282
 OR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0282'19.4 MI E FROM FAIRFAX.
 OR0282'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0282'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0282'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST
 OR0282'0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG
 OR0282'A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT
 OR0282'ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST
 OR0282'4.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 1.2 MILES ALONG
 OR0282'A GRADED DIRT ROAD, THENCE EASTERLY 1.8 MILES ALONG A GRADED DIRT
 OR0282'ROAD TO SITE OF MARK, BENCH MARK IS 38.0 FEET SOUTH OF AND ABOUT
 OR0282'3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 16.0 FEET WEST
 OR0282'OF THE CENTER LINE OF A FARM DRIVE LEADING SOUTH, 13.5 FEET
 OR0282'SOUTHWEST OF THE WEST END OF A CORRUGATED IRON CULVERT, 4.0 FEET
 OR0282'WEST OF A TELEPHONE POLE AND 1.0 FOOT EAST OF A 2 IN X 4 IN
 OR0282'MARKER POST.  A BRONZE DISK STAMPED F 19 1386.175 SET IN THE TOP
 OR0282'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
 OR0282
 OR0282                          STATION RECOVERY (1949)
 OR0282
 OR0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0282'RECOVERED IN GOOD CONDITION.
 OR0282
 OR0282                          STATION RECOVERY (2013)
 OR0282
 OR0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0282'POOR.  SEVERELY TILTED.  NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0222 ***********************************************************************
 QQ0222  DESIGNATION -  F 19
 QQ0222  PID         -  QQ0222
 QQ0222  STATE/COUNTY-  SD/ROBERTS
 QQ0222  COUNTRY     -  US
 QQ0222  USGS QUAD   -  SUMMIT (2017)
 QQ0222
 QQ0222                         *CURRENT SURVEY CONTROL
 QQ0222  ______________________________________________________________________
 QQ0222* NAD 83(1986) POSITION- 45 19 01.     (N) 097 05 14.     (W)   SCALED
 QQ0222* NAVD 88 ORTHO HEIGHT -   591.273 (meters)     1939.87  (feet) ADJUSTED
 QQ0222  ______________________________________________________________________
 QQ0222  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 QQ0222  DYNAMIC HEIGHT  -        591.203 (meters)     1939.64  (feet) COMP
 QQ0222  MODELED GRAVITY -    980,479.5   (mgal)                       NAVD 88
 QQ0222
 QQ0222  VERT ORDER      -  FIRST     CLASS II
 QQ0222
 QQ0222.The horizontal coordinates were scaled from a map and have
 QQ0222.an estimated accuracy of +/- 6 seconds.
 QQ0222
 QQ0222.The orthometric height was determined by differential leveling and
 QQ0222.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0222.in June 1991.
 QQ0222
 QQ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0222.GEOID18 height accuracy estimate available here.
 QQ0222
 QQ0222.Click photographs - Photos may exist for this station.
 QQ0222
 QQ0222.The dynamic height is computed by dividing the NAVD 88
 QQ0222.geopotential number by the normal gravity value computed on the
 QQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0222.degrees latitude (g = 980.6199 gals.).
 QQ0222
 QQ0222.The modeled gravity was interpolated from observed gravity values.
 QQ0222
 QQ0222;                    North         East    Units  Estimated Accuracy
 QQ0222;SPC SD N     -   168,970.      828,330.      MT  (+/- 180 meters Scaled)
 QQ0222
 QQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR499199(NAD 83)
 QQ0222
 QQ0222                          SUPERSEDED SURVEY CONTROL
 QQ0222
 QQ0222  NGVD 29 (??/??/92)  590.978  (m)         1938.90   (f) ADJ UNCH    1 2
 QQ0222
 QQ0222.Superseded values are not recommended for survey control.
 QQ0222
 QQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0222.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0222
 QQ0222_MARKER: DB = BENCH MARK DISK
 QQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0222_STAMPING: F 19 1931 1938.900
 QQ0222_MARK LOGO: CGS
 QQ0222_PROJECTION: FLUSH
 QQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0222+STABILITY: SURFACE MOTION
 QQ0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0222+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0222
 QQ0222  HISTORY     - Date     Condition        Report By
 QQ0222  HISTORY     - 1931     MONUMENTED       CGS
 QQ0222  HISTORY     - 1941     GOOD             CGS
 QQ0222  HISTORY     - 19900721 GOOD             NGS
 QQ0222
 QQ0222                          STATION DESCRIPTION
 QQ0222
 QQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0222'2.5 MI W FROM SUMMIT.
 QQ0222'2-1/2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0222'AND PACIFIC RAILROAD FROM SUMMIT, ROBERTS COUNTY, 50 FEET
 QQ0222'NORTHEAST OF THE NINTH POLE WEST OF A ROAD CROSSING, AT BLOCK
 QQ0222'SIGNAL 214.9, 90 FEET NORTH OF THE NORTH RAIL, 68 FEET EAST OF A
 QQ0222'GATE NORTH OF THE SIGNAL, AND 2 FEET SOUTH OF THE FENCE.  A
 QQ0222'STANDARD DISK, STAMPED 1938.900 F 19 1931 AND SET IN THE TOP OF
 QQ0222'A CONCRETE POST FLUSH WITH THE GROUND.
 QQ0222
 QQ0222                          STATION RECOVERY (1941)
 QQ0222
 QQ0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0222'RECOVERED IN GOOD CONDITION.
 QQ0222
 QQ0222                          STATION RECOVERY (1990)
 QQ0222
 QQ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0222'4.1 KM (2.5 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 QQ0222'FROM THE JUNCTION OF MAIN STREET IN SUMMIT, 0.4 KM (0.2 MI) NORTHWEST
 QQ0222'OF THE INTERSECTION OF A GRAVELED ROAD, AT AN ABANDONED FIELD ROAD
 QQ0222'CROSSING, 27.4 M (89.9 FT) NORTH OF THE NEAR RAIL, 22.5 M (73.8 FT)
 QQ0222'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) SOUTH
 QQ0222'OF A FENCE, 0.35 M (1.15 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 QQ0222'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0484 ***********************************************************************
 PR0484  DESIGNATION -  F 2
 PR0484  PID         -  PR0484
 PR0484  STATE/COUNTY-  SD/LAKE
 PR0484  COUNTRY     -  US
 PR0484  USGS QUAD   -  RAMONA (2017)
 PR0484
 PR0484                         *CURRENT SURVEY CONTROL
 PR0484  ______________________________________________________________________
 PR0484* NAD 83(1986) POSITION- 44 00 46.     (N) 097 08 56.     (W)   SCALED
 PR0484* NAVD 88 ORTHO HEIGHT -   528.435 (meters)     1733.71  (feet) ADJUSTED
 PR0484  ______________________________________________________________________
 PR0484  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 PR0484  DYNAMIC HEIGHT  -        528.309 (meters)     1733.29  (feet) COMP
 PR0484  MODELED GRAVITY -    980,364.3   (mgal)                       NAVD 88
 PR0484
 PR0484  VERT ORDER      -  FIRST     CLASS II
 PR0484
 PR0484.The horizontal coordinates were scaled from a map and have
 PR0484.an estimated accuracy of +/- 6 seconds.
 PR0484
 PR0484.The orthometric height was determined by differential leveling and
 PR0484.adjusted by the NATIONAL GEODETIC SURVEY
 PR0484.in June 1991.
 PR0484
 PR0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0484.GEOID18 height accuracy estimate available here.
 PR0484
 PR0484.Click photographs - Photos may exist for this station.
 PR0484
 PR0484.The dynamic height is computed by dividing the NAVD 88
 PR0484.geopotential number by the normal gravity value computed on the
 PR0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0484.degrees latitude (g = 980.6199 gals.).
 PR0484
 PR0484.The modeled gravity was interpolated from observed gravity values.
 PR0484
 PR0484;                    North         East    Units  Estimated Accuracy
 PR0484;SPC SD S     -   191,470.      855,280.      MT  (+/- 180 meters Scaled)
 PR0484
 PR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP483749(NAD 83)
 PR0484
 PR0484                          SUPERSEDED SURVEY CONTROL
 PR0484
 PR0484  NGVD 29 (??/??/92)  528.139  (m)         1732.74   (f) ADJ UNCH    1 2
 PR0484
 PR0484.Superseded values are not recommended for survey control.
 PR0484
 PR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0484.See file dsdata.pdf to determine how the superseded data were derived.
 PR0484
 PR0484_MARKER: P = PIPE CAP
 PR0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0484_STAMPING: ELEV 1732.736 FT
 PR0484_MARK LOGO: CGS
 PR0484_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0484
 PR0484  HISTORY     - Date     Condition        Report By
 PR0484  HISTORY     - 1905     MONUMENTED       CGS
 PR0484  HISTORY     - 1934     GOOD             CGS
 PR0484  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0484  HISTORY     - 20110405 MARK NOT FOUND   INDIV
 PR0484
 PR0484                          STATION DESCRIPTION
 PR0484
 PR0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0484'2 MI NW FROM MADISON.
 PR0484'2.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0484'PACIFIC RAILROAD FROM MADISON, LAKE COUNTY, AT A ROAD CROSSING,
 PR0484'44.5 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 12 FEET
 PR0484'EAST OF THE CENTER LINE OF THE ROAD, 20.5 FEET WEST OF A FENCE,
 PR0484'35 FEET NORTHWEST OF THE FIRST POLE EAST OF THE ROAD, 3 FEET
 PR0484'NORTHEAST OF A ROW OF POLES, AND ON THE EAST SHOULDER OF THE
 PR0484'ROAD.  A STANDARD CAP, STAMPED ELEV 1732.736 FT AND FASTENED
 PR0484'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 INCH ABOVE
 PR0484'GROUND.  NOTE-- THE PIPE HAS BEEN HIT SO THAT IT RESTS AT AN
 PR0484'ANGLE, AND THE SOUTH HALF OF THE CAP HAS BEEN HAMMERED SO THAT
 PR0484'IT IS BENT DOWN.
 PR0484
 PR0484                          STATION RECOVERY (1968)
 PR0484
 PR0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0484'MARK NOT FOUND.
 PR0484
 PR0484                          STATION RECOVERY (2011)
 PR0484
 PR0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0309 ***********************************************************************
 OR0309  DESIGNATION -  F 2
 OR0309  PID         -  OR0309
 OR0309  STATE/COUNTY-  SD/GREGORY
 OR0309  COUNTRY     -  US
 OR0309  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0309
 OR0309                         *CURRENT SURVEY CONTROL
 OR0309  ______________________________________________________________________
 OR0309* NAD 83(1986) POSITION- 43 01 27.     (N) 098 50 37.     (W)   SCALED
 OR0309* NAVD 88 ORTHO HEIGHT -   584.773 (meters)     1918.54  (feet) ADJUSTED
 OR0309  ______________________________________________________________________
 OR0309  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 OR0309  DYNAMIC HEIGHT  -        584.557 (meters)     1917.83  (feet) COMP
 OR0309  MODELED GRAVITY -    980,231.7   (mgal)                       NAVD 88
 OR0309
 OR0309  VERT ORDER      -  FIRST     CLASS II
 OR0309
 OR0309.The horizontal coordinates were scaled from a map and have
 OR0309.an estimated accuracy of +/- 6 seconds.
 OR0309
 OR0309.The orthometric height was determined by differential leveling and
 OR0309.adjusted by the NATIONAL GEODETIC SURVEY
 OR0309.in June 1991.
 OR0309
 OR0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0309.GEOID18 height accuracy estimate available here.
 OR0309
 OR0309.Click photographs - Photos may exist for this station.
 OR0309
 OR0309.The dynamic height is computed by dividing the NAVD 88
 OR0309.geopotential number by the normal gravity value computed on the
 OR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0309.degrees latitude (g = 980.6199 gals.).
 OR0309
 OR0309.The modeled gravity was interpolated from observed gravity values.
 OR0309
 OR0309;                    North         East    Units  Estimated Accuracy
 OR0309;SPC SD S     -    77,840.      721,410.      MT  (+/- 180 meters Scaled)
 OR0309
 OR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN127635(NAD 83)
 OR0309
 OR0309                          SUPERSEDED SURVEY CONTROL
 OR0309
 OR0309  NGVD 29 (??/??/92)  584.451  (m)         1917.49   (f) ADJ UNCH    1 2
 OR0309
 OR0309.Superseded values are not recommended for survey control.
 OR0309
 OR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0309.See file dsdata.pdf to determine how the superseded data were derived.
 OR0309
 OR0309_MARKER: DD = SURVEY DISK
 OR0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0309_STAMPING: F 2 1917.350
 OR0309_MARK LOGO: USACE
 OR0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0309+STABILITY: SURFACE MOTION
 OR0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0309+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0309
 OR0309  HISTORY     - Date     Condition        Report By
 OR0309  HISTORY     - UNK      MONUMENTED       USACE
 OR0309  HISTORY     - 1946     GOOD             CGS
 OR0309  HISTORY     - 1949     GOOD             CGS
 OR0309  HISTORY     - 19931005 GOOD             NGS
 OR0309  HISTORY     - 20130125 GOOD             INDIV
 OR0309
 OR0309                          STATION DESCRIPTION
 OR0309
 OR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0309'2.4 MI E FROM FAIRFAX.
 OR0309'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG MAIN
 OR0309'STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 28, THENCE EAST
 OR0309'1.9 MILES ALONG STATE HIGHWAY NO. 54 TO SITE OF MARK, BENCH MARK IS
 OR0309'AT THE INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH DIRT ROAD, 3.0
 OR0309'FEET SOUTHEAST OF A FENCE CORNER, 35.0 FEET EAST OF THE CENTER LINE
 OR0309'OF THE NORTH-SOUTH ROAD, 35.0 FEET SOUTH OF AND ABOUT LEVEL WITH
 OR0309'THE CENTER LINE OF THE HIGHWAY AND 1.0 FEET NORTHWEST OF A WHITE
 OR0309'2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 2 1917.350
 OR0309'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 OR0309'GROUND.
 OR0309
 OR0309                          STATION RECOVERY (1949)
 OR0309
 OR0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0309'RECOVERED IN GOOD CONDITION.
 OR0309
 OR0309                          STATION RECOVERY (1993)
 OR0309
 OR0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0309'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0309'OF MAIN STREET IN BONESTEEL, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 OR0309'A GRAVELED ROAD, THENCE 1.4 KM (0.85 MI) EASTERLY ALONG A GRAVELED
 OR0309'ROAD, 10.7 M (35.1 FT) SOUTH OF THE CENTER OF THE ROAD, 10.7 M (35.1
 OR0309'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.9 M (3.0 FT) SOUTHEAST
 OR0309'OF A FENCE CORNER, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 OR0309'THE GROUND SURFACE.
 OR0309
 OR0309                          STATION RECOVERY (2013)
 OR0309
 OR0309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0310 ***********************************************************************
 OR0310  DESIGNATION -  F 2 A
 OR0310  PID         -  OR0310
 OR0310  STATE/COUNTY-  SD/GREGORY
 OR0310  COUNTRY     -  US
 OR0310  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0310
 OR0310                         *CURRENT SURVEY CONTROL
 OR0310  ______________________________________________________________________
 OR0310* NAD 83(1986) POSITION- 43 01 30.     (N) 098 50 34.     (W)   SCALED
 OR0310* NAVD 88 ORTHO HEIGHT -   584.681 (meters)     1918.24  (feet) ADJUSTED
 OR0310  ______________________________________________________________________
 OR0310  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 OR0310  DYNAMIC HEIGHT  -        584.464 (meters)     1917.53  (feet) COMP
 OR0310  MODELED GRAVITY -    980,231.8   (mgal)                       NAVD 88
 OR0310
 OR0310  VERT ORDER      -  FIRST     CLASS II
 OR0310
 OR0310.The horizontal coordinates were scaled from a map and have
 OR0310.an estimated accuracy of +/- 6 seconds.
 OR0310
 OR0310.The orthometric height was determined by differential leveling and
 OR0310.adjusted by the NATIONAL GEODETIC SURVEY
 OR0310.in June 1991.
 OR0310
 OR0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0310.GEOID18 height accuracy estimate available here.
 OR0310
 OR0310.Click photographs - Photos may exist for this station.
 OR0310
 OR0310.The dynamic height is computed by dividing the NAVD 88
 OR0310.geopotential number by the normal gravity value computed on the
 OR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0310.degrees latitude (g = 980.6199 gals.).
 OR0310
 OR0310.The modeled gravity was interpolated from observed gravity values.
 OR0310
 OR0310;                    North         East    Units  Estimated Accuracy
 OR0310;SPC SD S     -    77,930.      721,480.      MT  (+/- 180 meters Scaled)
 OR0310
 OR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN128636(NAD 83)
 OR0310
 OR0310                          SUPERSEDED SURVEY CONTROL
 OR0310
 OR0310  NGVD 29 (??/??/92)  584.358  (m)         1917.18   (f) ADJ UNCH    1 2
 OR0310
 OR0310.Superseded values are not recommended for survey control.
 OR0310
 OR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0310.See file dsdata.pdf to determine how the superseded data were derived.
 OR0310
 OR0310_MARKER: DD = SURVEY DISK
 OR0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0310_STAMPING: F2 A
 OR0310_MARK LOGO: USACE
 OR0310_PROJECTION: FLUSH
 OR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0310+STABILITY: SURFACE MOTION
 OR0310
 OR0310  HISTORY     - Date     Condition        Report By
 OR0310  HISTORY     - UNK      MONUMENTED       USACE
 OR0310  HISTORY     - 1949     GOOD             CGS
 OR0310  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0310  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0310
 OR0310                          STATION DESCRIPTION
 OR0310
 OR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0310'2 MI E FROM FAIRFAX.
 OR0310'2.0 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0310'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, AT A JUNCTION WITH
 OR0310'A DIRT ROAD LEADING NORTH AND A TRAIL LEADNG SOUTH, 80 FEET
 OR0310'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE
 OR0310'CENTER LINE OF THE TRAIL LEADING SOUTH, 2.6 FEET SOUTH OF A
 OR0310'REFERENCE POST, 2.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND
 OR0310'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 OR0310'OF THE GROUND.
 OR0310
 OR0310                          STATION RECOVERY (1993)
 OR0310
 OR0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0310'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0310
 OR0310                          STATION RECOVERY (2013)
 OR0310
 OR0310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0172 ***********************************************************************
 QT0172  DESIGNATION -  F 2 B 2
 QT0172  PID         -  QT0172
 QT0172  STATE/COUNTY-  SD/PERKINS
 QT0172  COUNTRY     -  US
 QT0172  USGS QUAD   -  CEDAR CANYON (2017)
 QT0172
 QT0172                         *CURRENT SURVEY CONTROL
 QT0172  ______________________________________________________________________
 QT0172* NAD 83(1986) POSITION- 45 04 23.     (N) 102 44 25.     (W)   SCALED
 QT0172* NAVD 88 ORTHO HEIGHT -   902.572 (meters)     2961.19  (feet) ADJUSTED
 QT0172  ______________________________________________________________________
 QT0172  GEOID HEIGHT    -        -17.711 (meters)                     GEOID18
 QT0172  DYNAMIC HEIGHT  -        902.385 (meters)     2960.57  (feet) COMP
 QT0172  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 QT0172
 QT0172  VERT ORDER      -  SECOND    CLASS 0
 QT0172
 QT0172.The horizontal coordinates were scaled from a map and have
 QT0172.an estimated accuracy of +/- 6 seconds.
 QT0172
 QT0172.The orthometric height was determined by differential leveling and
 QT0172.adjusted by the NATIONAL GEODETIC SURVEY
 QT0172.in June 1991.
 QT0172
 QT0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0172.GEOID18 height accuracy estimate available here.
 QT0172
 QT0172.Click photographs - Photos may exist for this station.
 QT0172
 QT0172.The dynamic height is computed by dividing the NAVD 88
 QT0172.geopotential number by the normal gravity value computed on the
 QT0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0172.degrees latitude (g = 980.6199 gals.).
 QT0172
 QT0172.The modeled gravity was interpolated from observed gravity values.
 QT0172
 QT0172;                    North         East    Units  Estimated Accuracy
 QT0172;SPC SD N     -   141,410.      384,270.      MT  (+/- 180 meters Scaled)
 QT0172
 QT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK778935(NAD 83)
 QT0172
 QT0172                          SUPERSEDED SURVEY CONTROL
 QT0172
 QT0172  NGVD 29 (??/??/92)  902.11   (m)         2959.7    (f) COMPUTED    2 0
 QT0172
 QT0172.Superseded values are not recommended for survey control.
 QT0172
 QT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0172.See file dsdata.pdf to determine how the superseded data were derived.
 QT0172
 QT0172_MARKER: Z = SEE DESCRIPTION
 QT0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0172_STAMPING: F 2 B 2
 QT0172_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0172+STABILITY: SURFACE MOTION
 QT0172
 QT0172  HISTORY     - Date     Condition        Report By
 QT0172  HISTORY     - UNK      MONUMENTED       USAF
 QT0172  HISTORY     - 1962     GOOD             CGS
 QT0172
 QT0172                          STATION DESCRIPTION
 QT0172
 QT0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0172'11.1 MI NW FROM MAURINE.
 QT0172'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0172'THENCE 4.3 MILES NORTH ALONG A COUNTY ROAD, THENCE 0.15 MILE
 QT0172'EAST ALONG AN EAST-WEST FENCE LINE, ABOUT 250 FEET SOUTH-SOUTHEAST
 QT0172'OF A SMALL FRAME HOUSE, 12 FEET NORTH OF A FENCE, CENTER OF
 QT0172'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 QT0172'PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0281 ***********************************************************************
 OR0281  DESIGNATION -  F 20
 OR0281  PID         -  OR0281
 OR0281  STATE/COUNTY-  SD/GREGORY
 OR0281  COUNTRY     -  US
 OR0281  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0281
 OR0281                         *CURRENT SURVEY CONTROL
 OR0281  ______________________________________________________________________
 OR0281* NAD 83(1986) POSITION- 43 02 08.     (N) 098 34 33.     (W)   SCALED
 OR0281* NAVD 88 ORTHO HEIGHT -   409.614 (meters)     1343.88  (feet) ADJUSTED
 OR0281  ______________________________________________________________________
 OR0281  GEOID HEIGHT    -        -26.179 (meters)                     GEOID18
 OR0281  DYNAMIC HEIGHT  -        409.474 (meters)     1343.42  (feet) COMP
 OR0281  MODELED GRAVITY -    980,266.2   (mgal)                       NAVD 88
 OR0281
 OR0281  VERT ORDER      -  FIRST     CLASS II
 OR0281
 OR0281.The horizontal coordinates were scaled from a map and have
 OR0281.an estimated accuracy of +/- 6 seconds.
 OR0281
 OR0281.The orthometric height was determined by differential leveling and
 OR0281.adjusted by the NATIONAL GEODETIC SURVEY
 OR0281.in June 1991.
 OR0281
 OR0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0281.GEOID18 height accuracy estimate available here.
 OR0281
 OR0281.Click photographs - Photos may exist for this station.
 OR0281
 OR0281.The dynamic height is computed by dividing the NAVD 88
 OR0281.geopotential number by the normal gravity value computed on the
 OR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0281.degrees latitude (g = 980.6199 gals.).
 OR0281
 OR0281.The modeled gravity was interpolated from observed gravity values.
 OR0281
 OR0281;                    North         East    Units  Estimated Accuracy
 OR0281;SPC SD S     -    79,530.      743,210.      MT  (+/- 180 meters Scaled)
 OR0281
 OR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN345648(NAD 83)
 OR0281
 OR0281                          SUPERSEDED SURVEY CONTROL
 OR0281
 OR0281  NGVD 29 (??/??/92)  409.307  (m)         1342.87   (f) ADJ UNCH    1 2
 OR0281
 OR0281.Superseded values are not recommended for survey control.
 OR0281
 OR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0281.See file dsdata.pdf to determine how the superseded data were derived.
 OR0281
 OR0281_MARKER: DD = SURVEY DISK
 OR0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0281_STAMPING: F 20 1342.620
 OR0281_MARK LOGO: USACE
 OR0281_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0281+STABILITY: SURFACE MOTION
 OR0281
 OR0281  HISTORY     - Date     Condition        Report By
 OR0281  HISTORY     - UNK      MONUMENTED       USACE
 OR0281  HISTORY     - 1946     GOOD             CGS
 OR0281  HISTORY     - 1949     GOOD             CGS
 OR0281  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0281
 OR0281                          STATION DESCRIPTION
 OR0281
 OR0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0281'20.6 MI E FROM FAIRFAX.
 OR0281'TO REACH FROM THE POST OFFICE AT FAIRFAX, GO SOUTH 0.2 MILE ALONG
 OR0281'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0281'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST
 OR0281'0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG
 OR0281'A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT ROAD,
 OR0281'THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 4.0
 OR0281'MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 1.2 MILES ALONG A
 OR0281'GRADED DIRT ROAD, THENCE EASTERLY 1.8 MILES ALONG A GRADED DIRT
 OR0281'ROAD, THENCE NORTHEASTERLY 1.2 MILES ALONG A GRADED DIRT ROAD TO
 OR0281'SITE OF MARK, BENCH MARK IS ABOUT 150 YARDS SOUTHEAST OF A SCHOOL
 OR0281'HOUSE, 19.0 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVE LEADING
 OR0281'TO SCHOOL, 86.0 FEET WEST OF AND ABOUT 2.0 FEET HIGHER THAN THE
 OR0281'CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A FENCE AND 1.5
 OR0281'FEET SOUTHWEST OF A 2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 OR0281'F 20 1342.620 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 OR0281'INCH ABOVE GROUND.
 OR0281
 OR0281                          STATION RECOVERY (1949)
 OR0281
 OR0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0281'RECOVERED IN GOOD CONDITION.
 OR0281
 OR0281                          STATION RECOVERY (2013)
 OR0281
 OR0281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0052 ***********************************************************************
 QR0052  DESIGNATION -  F 20
 QR0052  PID         -  QR0052
 QR0052  STATE/COUNTY-  SD/BROWN
 QR0052  COUNTRY     -  US
 QR0052  USGS QUAD   -  GROTON (2017)
 QR0052
 QR0052                         *CURRENT SURVEY CONTROL
 QR0052  ______________________________________________________________________
 QR0052* NAD 83(1986) POSITION- 45 26 36.     (N) 098 05 33.     (W)   SCALED
 QR0052* NAVD 88 ORTHO HEIGHT -   396.621 (meters)     1301.25  (feet) ADJUSTED
 QR0052  ______________________________________________________________________
 QR0052  GEOID HEIGHT    -        -24.826 (meters)                     GEOID18
 QR0052  DYNAMIC HEIGHT  -        396.592 (meters)     1301.15  (feet) COMP
 QR0052  MODELED GRAVITY -    980,531.4   (mgal)                       NAVD 88
 QR0052
 QR0052  VERT ORDER      -  FIRST     CLASS II
 QR0052
 QR0052.The horizontal coordinates were scaled from a map and have
 QR0052.an estimated accuracy of +/- 6 seconds.
 QR0052
 QR0052.The orthometric height was determined by differential leveling and
 QR0052.adjusted by the NATIONAL GEODETIC SURVEY
 QR0052.in June 1991.
 QR0052
 QR0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0052.GEOID18 height accuracy estimate available here.
 QR0052
 QR0052.Click photographs - Photos may exist for this station.
 QR0052
 QR0052.The dynamic height is computed by dividing the NAVD 88
 QR0052.geopotential number by the normal gravity value computed on the
 QR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0052.degrees latitude (g = 980.6199 gals.).
 QR0052
 QR0052.The modeled gravity was interpolated from observed gravity values.
 QR0052
 QR0052;                    North         East    Units  Estimated Accuracy
 QR0052;SPC SD N     -   180,670.      749,220.      MT  (+/- 180 meters Scaled)
 QR0052
 QR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR709326(NAD 83)
 QR0052
 QR0052                          SUPERSEDED SURVEY CONTROL
 QR0052
 QR0052  NGVD 29 (??/??/92)  396.337  (m)         1300.32   (f) ADJ UNCH    1 2
 QR0052
 QR0052.Superseded values are not recommended for survey control.
 QR0052
 QR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0052.See file dsdata.pdf to determine how the superseded data were derived.
 QR0052
 QR0052_MARKER: DB = BENCH MARK DISK
 QR0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0052_STAMPING: F 20 1931 1300.316
 QR0052_MARK LOGO: CGS
 QR0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0052+STABILITY: SURFACE MOTION
 QR0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0052+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0052
 QR0052  HISTORY     - Date     Condition        Report By
 QR0052  HISTORY     - 1931     MONUMENTED       CGS
 QR0052  HISTORY     - 1932     GOOD             CGS
 QR0052  HISTORY     - 19970314 GOOD             NGS
 QR0052
 QR0052                          STATION DESCRIPTION
 QR0052
 QR0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0052'IN GROTON.
 QR0052'AT GROTON, BROWN COUNTY, ON THE MAIN LINE OF THE CHICAGO,
 QR0052'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT THE EAST EDGE OF
 QR0052'TOWN, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 QR0052'147 FEET WEST OF THE CENTER LINE OF THE CHICAGO AND NORTH
 QR0052'WESTERN TRACK, AND 35 FEET NORTH OF THE CENTER LINE OF THE
 QR0052'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC NORTH TRACK.  A STANDARD
 QR0052'DISK, STAMPED 1300.316 F 20 1931 AND SET IN THE TOP OF A CONCRETE
 QR0052'POST PROJECTING 2 INCHES ABOVE GROUND.
 QR0052
 QR0052                          STATION RECOVERY (1932)
 QR0052
 QR0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 QR0052'RECOVERED IN GOOD CONDITION.
 QR0052
 QR0052                          STATION RECOVERY (1997)
 QR0052
 QR0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0052'IN GROTON, AT THE INTERSECTION OF RAILROAD AVENUE AND 6TH STREET, 61.7
 QR0052'M (202.4 FT) SOUTH OF THE AVENUE CENTER, 14.4 M (47.2 FT) NORTH OF THE
 QR0052'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.2 M (3.9 FT) WEST OF
 QR0052'THE EXTENDED STREET CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QR0052'AVENUE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 QR0052'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0839 ***********************************************************************
 PT0839  DESIGNATION -  F 21
 PT0839  PID         -  PT0839
 PT0839  STATE/COUNTY-  SD/ZIEBACH
 PT0839  COUNTRY     -  US
 PT0839  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT0839
 PT0839                         *CURRENT SURVEY CONTROL
 PT0839  ______________________________________________________________________
 PT0839* NAD 83(1986) POSITION- 44 40 48.23   (N) 101 30 56.03   (W)   HD_HELD1
 PT0839* NAVD 88 ORTHO HEIGHT -   663.407 (meters)     2176.53  (feet) ADJUSTED
 PT0839  ______________________________________________________________________
 PT0839  GEOID HEIGHT    -        -21.247 (meters)                     GEOID18
 PT0839  DYNAMIC HEIGHT  -        663.265 (meters)     2176.06  (feet) COMP
 PT0839  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 PT0839
 PT0839  VERT ORDER      -  FIRST     CLASS II
 PT0839
 PT0839.The horizontal coordinates were determined by differentially corrected
 PT0839.hand held GPS observations or other comparable positioning techniques
 PT0839.and have an estimated accuracy of +/- 3 meters.
 PT0839
 PT0839.The orthometric height was determined by differential leveling and
 PT0839.adjusted by the NATIONAL GEODETIC SURVEY
 PT0839.in June 1991.
 PT0839
 PT0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0839.GEOID18 height accuracy estimate available here.
 PT0839
 PT0839.Click photographs - Photos may exist for this station.
 PT0839
 PT0839.The dynamic height is computed by dividing the NAVD 88
 PT0839.geopotential number by the normal gravity value computed on the
 PT0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0839.degrees latitude (g = 980.6199 gals.).
 PT0839
 PT0839.The modeled gravity was interpolated from observed gravity values.
 PT0839
 PT0839;                    North         East    Units  Estimated Accuracy
 PT0839;SPC SD N     -    95,215.1     479,851.3     MT  (+/- 3 meters HH1 GPS) 
 PT0839
 PT0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0063450488(NAD 83)
 PT0839
 PT0839                          SUPERSEDED SURVEY CONTROL
 PT0839
 PT0839  NGVD 29 (??/??/92)  662.964  (m)         2175.07   (f) ADJ UNCH    1 2
 PT0839
 PT0839.Superseded values are not recommended for survey control.
 PT0839
 PT0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0839.See file dsdata.pdf to determine how the superseded data were derived.
 PT0839
 PT0839_MARKER: DB = BENCH MARK DISK
 PT0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0839_STAMPING: F 21 1933
 PT0839_MARK LOGO: CGS
 PT0839_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0839+STABILITY: SURFACE MOTION
 PT0839
 PT0839  HISTORY     - Date     Condition        Report By
 PT0839  HISTORY     - 1933     MONUMENTED       CGS
 PT0839  HISTORY     - 1934     GOOD             CGS
 PT0839
 PT0839                          STATION DESCRIPTION
 PT0839
 PT0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0839'6 MI N FROM CHERRY CREEK.
 PT0839'6.0 MILES NORTH ALONG THE DUPREE ROAD FROM CHERRY CREEK, ZIEBACH
 PT0839'COUNTY, ABOUT 700 FEET WEST OF A NORTH-AND-SOUTH WASH, AND 60
 PT0839'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 PT0839'DISK, STAMPED F 21 1933 AND SET IN THE TOP OF A CONCRETE POST
 PT0839'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PT0839
 PT0839                          STATION RECOVERY (1934)
 PT0839
 PT0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0277 ***********************************************************************
 OR0277  DESIGNATION -  F 21
 OR0277  PID         -  OR0277
 OR0277  STATE/COUNTY-  SD/GREGORY
 OR0277  COUNTRY     -  US
 OR0277  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0277
 OR0277                         *CURRENT SURVEY CONTROL
 OR0277  ______________________________________________________________________
 OR0277* NAD 83(1986) POSITION- 43 02 33.     (N) 098 33 37.     (W)   SCALED
 OR0277* NAVD 88 ORTHO HEIGHT -   391.701 (meters)     1285.11  (feet) ADJUSTED
 OR0277  ______________________________________________________________________
 OR0277  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 OR0277  DYNAMIC HEIGHT  -        391.568 (meters)     1284.67  (feet) COMP
 OR0277  MODELED GRAVITY -    980,269.5   (mgal)                       NAVD 88
 OR0277
 OR0277  VERT ORDER      -  FIRST     CLASS II
 OR0277
 OR0277.The horizontal coordinates were scaled from a map and have
 OR0277.an estimated accuracy of +/- 6 seconds.
 OR0277
 OR0277.The orthometric height was determined by differential leveling and
 OR0277.adjusted by the NATIONAL GEODETIC SURVEY
 OR0277.in June 1991.
 OR0277
 OR0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0277.GEOID18 height accuracy estimate available here.
 OR0277
 OR0277.Click photographs - Photos may exist for this station.
 OR0277
 OR0277.The dynamic height is computed by dividing the NAVD 88
 OR0277.geopotential number by the normal gravity value computed on the
 OR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0277.degrees latitude (g = 980.6199 gals.).
 OR0277
 OR0277.The modeled gravity was interpolated from observed gravity values.
 OR0277
 OR0277;                    North         East    Units  Estimated Accuracy
 OR0277;SPC SD S     -    80,320.      744,460.      MT  (+/- 180 meters Scaled)
 OR0277
 OR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN358656(NAD 83)
 OR0277
 OR0277                          SUPERSEDED SURVEY CONTROL
 OR0277
 OR0277  NGVD 29 (??/??/92)  391.396  (m)         1284.11   (f) ADJ UNCH    1 2
 OR0277
 OR0277.Superseded values are not recommended for survey control.
 OR0277
 OR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0277.See file dsdata.pdf to determine how the superseded data were derived.
 OR0277
 OR0277_MARKER: DD = SURVEY DISK
 OR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0277_STAMPING: F 21 1283.942
 OR0277_MARK LOGO: USACE
 OR0277_PROJECTION: FLUSH
 OR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0277+STABILITY: SURFACE MOTION
 OR0277
 OR0277  HISTORY     - Date     Condition        Report By
 OR0277  HISTORY     - UNK      MONUMENTED       USACE
 OR0277  HISTORY     - 1946     GOOD             CGS
 OR0277  HISTORY     - 1949     GOOD             CGS
 OR0277  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0277
 OR0277                          STATION DESCRIPTION
 OR0277
 OR0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0277'21.6 MI E FROM FAIRFAX.
 OR0277'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0277'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0277'THENCE EAST 8.9 MILES EAST ALONG STATE HIGHWAY NO. 54, THENCE
 OR0277'EAST 0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE
 OR0277'ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT
 OR0277'ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE EAST
 OR0277'4.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 1.2 MILES ALONG
 OR0277'A GRADED DIRT ROAD, THENCE EASTERLY 1.8 MILES SOUTH ALONG A GRADED
 OR0277'DIRT ROAD, THENCE NORTHEASTERLY 2.2 MILES ALONG A GRADED DIRT ROAD
 OR0277'TO SITE OF MARK, BENCH MARK IS 125.0 FEET SOUTHWEST OF THE
 OR0277'SOUTHWEST END OF A STEEL BRIDGE, 28.0 FEET SOUTH OF AND ABOUT
 OR0277'LEVEL WITH THE CENTER LINE OF THE ROAD, 38.0 FEET SOUTHWEST OF A
 OR0277'TWENTY INCH ELM TREE, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST
 OR0277'OF A 2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 21 1283.942
 OR0277'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 OR0277
 OR0277                          STATION RECOVERY (1949)
 OR0277
 OR0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0277'RECOVERED IN GOOD CONDITION.
 OR0277
 OR0277                          STATION RECOVERY (2013)
 OR0277
 OR0277'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0205 ***********************************************************************
 QR0205  DESIGNATION -  F 21
 QR0205  PID         -  QR0205
 QR0205  STATE/COUNTY-  SD/EDMUNDS
 QR0205  COUNTRY     -  US
 QR0205  USGS QUAD   -  BEEBE (2017)
 QR0205
 QR0205                         *CURRENT SURVEY CONTROL
 QR0205  ______________________________________________________________________
 QR0205* NAD 83(1986) POSITION- 45 26 52.     (N) 099 12 58.     (W)   SCALED
 QR0205* NAVD 88 ORTHO HEIGHT -   536.650 (meters)     1760.66  (feet) ADJUSTED
 QR0205  ______________________________________________________________________
 QR0205  GEOID HEIGHT    -        -23.290 (meters)                     GEOID18
 QR0205  DYNAMIC HEIGHT  -        536.599 (meters)     1760.49  (feet) COMP
 QR0205  MODELED GRAVITY -    980,503.4   (mgal)                       NAVD 88
 QR0205
 QR0205  VERT ORDER      -  FIRST     CLASS II
 QR0205
 QR0205.The horizontal coordinates were scaled from a map and have
 QR0205.an estimated accuracy of +/- 6 seconds.
 QR0205
 QR0205.The orthometric height was determined by differential leveling and
 QR0205.adjusted by the NATIONAL GEODETIC SURVEY
 QR0205.in June 1991.
 QR0205
 QR0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0205.GEOID18 height accuracy estimate available here.
 QR0205
 QR0205.Click photographs - Photos may exist for this station.
 QR0205
 QR0205.The dynamic height is computed by dividing the NAVD 88
 QR0205.geopotential number by the normal gravity value computed on the
 QR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0205.degrees latitude (g = 980.6199 gals.).
 QR0205
 QR0205.The modeled gravity was interpolated from observed gravity values.
 QR0205
 QR0205;                    North         East    Units  Estimated Accuracy
 QR0205;SPC SD N     -   179,700.      661,320.      MT  (+/- 180 meters Scaled)
 QR0205
 QR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR831327(NAD 83)
 QR0205
 QR0205                          SUPERSEDED SURVEY CONTROL
 QR0205
 QR0205  NGVD 29 (??/??/92)  536.284  (m)         1759.46   (f) ADJ UNCH    1 2
 QR0205
 QR0205.Superseded values are not recommended for survey control.
 QR0205
 QR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0205.See file dsdata.pdf to determine how the superseded data were derived.
 QR0205
 QR0205_MARKER: DB = BENCH MARK DISK
 QR0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0205_STAMPING: F 21 1931 1759.458
 QR0205_MARK LOGO: CGS
 QR0205_PROJECTION: FLUSH
 QR0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0205+STABILITY: SURFACE MOTION
 QR0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0205+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0205
 QR0205  HISTORY     - Date     Condition        Report By
 QR0205  HISTORY     - 1931     MONUMENTED       CGS
 QR0205  HISTORY     - 1941     GOOD             CGS
 QR0205  HISTORY     - 19970314 GOOD             NGS
 QR0205
 QR0205                          STATION DESCRIPTION
 QR0205
 QR0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0205'6 MI E FROM ROSCOE.
 QR0205'6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0205'RAILROAD FROM ROSCOE, EDMUNDS COUNTY, AT THE ROAD CROSSING 600
 QR0205'YARDS WEST OF THE WEST SWITCH POINT AT BEEBE, 98 FEET NORTH OF
 QR0205'THE NORTH RAIL, 45 FEET WEST OF THE CENTER LINE OF THE ROAD,
 QR0205'16 FEET WEST OF ONE FENCE, AND 1 FOOT SOUTH OF ANOTHER FENCE.
 QR0205'A STANDARD DISK, STAMPED 1759.458 F 21 1931 AND SET IN THE TOP
 QR0205'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 QR0205
 QR0205                          STATION RECOVERY (1997)
 QR0205
 QR0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0205'9.6 KM (5.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0205'STATE HIGHWAY 247 IN ROSCOE, 59.8 M (196.2 FT) SOUTHEAST OF MILEPOST
 QR0205'254, 43.4 M (142.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 29.1 M (95.5
 QR0205'FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 15.7 M
 QR0205'(51.5 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 4.9 M (16.1 FT) WEST
 QR0205'OF A FENCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.4 M (1.3 FT)
 QR0205'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 QR0205'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0273 ***********************************************************************
 OR0273  DESIGNATION -  F 22
 OR0273  PID         -  OR0273
 OR0273  STATE/COUNTY-  SD/GREGORY
 OR0273  COUNTRY     -  US
 OR0273  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0273
 OR0273                         *CURRENT SURVEY CONTROL
 OR0273  ______________________________________________________________________
 OR0273* NAD 83(1986) POSITION- 43 03 22.     (N) 098 33 51.     (W)   SCALED
 OR0273* NAVD 88 ORTHO HEIGHT -   383.281 (meters)     1257.48  (feet) ADJUSTED
 OR0273  ______________________________________________________________________
 OR0273  GEOID HEIGHT    -        -26.226 (meters)                     GEOID18
 OR0273  DYNAMIC HEIGHT  -        383.151 (meters)     1257.05  (feet) COMP
 OR0273  MODELED GRAVITY -    980,272.7   (mgal)                       NAVD 88
 OR0273
 OR0273  VERT ORDER      -  FIRST     CLASS II
 OR0273
 OR0273.The horizontal coordinates were scaled from a map and have
 OR0273.an estimated accuracy of +/- 6 seconds.
 OR0273
 OR0273.The orthometric height was determined by differential leveling and
 OR0273.adjusted by the NATIONAL GEODETIC SURVEY
 OR0273.in June 1991.
 OR0273
 OR0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0273.GEOID18 height accuracy estimate available here.
 OR0273
 OR0273.Click photographs - Photos may exist for this station.
 OR0273
 OR0273.The dynamic height is computed by dividing the NAVD 88
 OR0273.geopotential number by the normal gravity value computed on the
 OR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0273.degrees latitude (g = 980.6199 gals.).
 OR0273
 OR0273.The modeled gravity was interpolated from observed gravity values.
 OR0273
 OR0273;                    North         East    Units  Estimated Accuracy
 OR0273;SPC SD S     -    81,830.      744,110.      MT  (+/- 180 meters Scaled)
 OR0273
 OR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN354671(NAD 83)
 OR0273
 OR0273                          SUPERSEDED SURVEY CONTROL
 OR0273
 OR0273  NGVD 29 (??/??/92)  382.977  (m)         1256.48   (f) ADJ UNCH    1 2
 OR0273
 OR0273.Superseded values are not recommended for survey control.
 OR0273
 OR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0273.See file dsdata.pdf to determine how the superseded data were derived.
 OR0273
 OR0273_MARKER: DD = SURVEY DISK
 OR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0273_STAMPING: F 22 1256.339
 OR0273_MARK LOGO: USACE
 OR0273_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0273+STABILITY: SURFACE MOTION
 OR0273
 OR0273  HISTORY     - Date     Condition        Report By
 OR0273  HISTORY     - UNK      MONUMENTED       USACE
 OR0273  HISTORY     - 1946     GOOD             CGS
 OR0273  HISTORY     - 1949     GOOD             CGS
 OR0273  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0273
 OR0273                          STATION DESCRIPTION
 OR0273
 OR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0273'22.6 MI E FROM FAIRFAX.
 OR0273'TO REACH FROM THE POST OFFICE AT FARIFAX GO SOUTH 0.2 MILE ALONG
 OR0273'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0273'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54, THENCE EAST
 OR0273'0.2 MILE ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG
 OR0273'A GRADED DIRT ROAD, THENCE EAST 0.8 MILE ALONG A GRADED DIRT
 OR0273'ROAD, THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 OR0273'EAST 4.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 1.2 MILES
 OR0273'ALONG A GRADED DIRT ROAD, THENCE EASTERLY 1.8 MILES ALONG A
 OR0273'GRADED DIRT ROAD, THENCE NORTHEASTERLY 2.2 MILES ALONG A GRADED
 OR0273'DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A DIRT TRACK ROAD TO SITE
 OR0273'OF MARK, BENCH MARK IS ABOUT 95.0 FEET SOUTH OF THE SOUTH BANK
 OR0273'OF THE MISSOURI RIVER, 6.0 FEET WEST OF A FOURTEEN INCH BOX ELDER
 OR0273'TREE, 35.0 FEET NORTH OF THE TRACK ROAD AND 1.0 FOOT EAST OF A
 OR0273'2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 22 1256.339
 OR0273'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 OR0273'GROUND.
 OR0273
 OR0273                          STATION RECOVERY (1949)
 OR0273
 OR0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0273'RECOVERED IN GOOD CONDITION.
 OR0273
 OR0273                          STATION RECOVERY (2013)
 OR0273
 OR0273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0554 ***********************************************************************
 PT0554  DESIGNATION -  F 22
 PT0554  PID         -  PT0554
 PT0554  STATE/COUNTY-  SD/HAAKON
 PT0554  COUNTRY     -  US
 PT0554  USGS QUAD   -  PHILIP (2017)
 PT0554
 PT0554                         *CURRENT SURVEY CONTROL
 PT0554  ______________________________________________________________________
 PT0554* NAD 83(1986) POSITION- 44 07 29.     (N) 101 40 03.     (W)   SCALED
 PT0554* NAVD 88 ORTHO HEIGHT -   727.251 (meters)     2385.99  (feet) ADJUSTED
 PT0554  ______________________________________________________________________
 PT0554  GEOID HEIGHT    -        -21.040 (meters)                     GEOID18
 PT0554  DYNAMIC HEIGHT  -        727.046 (meters)     2385.32  (feet) COMP
 PT0554  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 PT0554
 PT0554  VERT ORDER      -  FIRST     CLASS II
 PT0554
 PT0554.The horizontal coordinates were scaled from a map and have
 PT0554.an estimated accuracy of +/- 6 seconds.
 PT0554
 PT0554.The orthometric height was determined by differential leveling and
 PT0554.adjusted by the NATIONAL GEODETIC SURVEY
 PT0554.in June 1991.
 PT0554
 PT0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0554.GEOID18 height accuracy estimate available here.
 PT0554
 PT0554.Click photographs - Photos may exist for this station.
 PT0554
 PT0554.The dynamic height is computed by dividing the NAVD 88
 PT0554.geopotential number by the normal gravity value computed on the
 PT0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0554.degrees latitude (g = 980.6199 gals.).
 PT0554
 PT0554.The modeled gravity was interpolated from observed gravity values.
 PT0554
 PT0554;                    North         East    Units  Estimated Accuracy
 PT0554;SPC SD S     -   199,870.      493,230.      MT  (+/- 180 meters Scaled)
 PT0554
 PT0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP865891(NAD 83)
 PT0554
 PT0554                          SUPERSEDED SURVEY CONTROL
 PT0554
 PT0554  NGVD 29 (??/??/92)  726.798  (m)         2384.50   (f) ADJ UNCH    1 2
 PT0554
 PT0554.Superseded values are not recommended for survey control.
 PT0554
 PT0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0554.See file dsdata.pdf to determine how the superseded data were derived.
 PT0554
 PT0554_MARKER: DB = BENCH MARK DISK
 PT0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0554_STAMPING: F 22 1933
 PT0554_MARK LOGO: CGS
 PT0554_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0554+STABILITY: SURFACE MOTION
 PT0554
 PT0554  HISTORY     - Date     Condition        Report By
 PT0554  HISTORY     - 1933     MONUMENTED       CGS
 PT0554  HISTORY     - 1962     GOOD             CGS
 PT0554  HISTORY     - 1970     GOOD             NGS
 PT0554
 PT0554                          STATION DESCRIPTION
 PT0554
 PT0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0554'6 MI N FROM PHILIP.
 PT0554'ABOUT 6.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0554'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 99 FEET SOUTH OF
 PT0554'AN EAST-WEST FENCE, 88 NORTH OF A POWER POLE, 53 FEET WEST OF
 PT0554'THE CENTERLINE OF THE HIGHWAY, 12 FEET WEST OF A METAL WITNESS
 PT0554'POST, 11 1/2 FEET WEST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL
 PT0554'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0554'ABOUT 6 INCHES.  NOTE-- DUE TO HIGHWAY IMPROVEMENTS THE MARK
 PT0554'WILL BE DESTROYED.  IT WAS LEFT INTACT FOR USE BY THE STATE
 PT0554'HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM AT TIME OF
 PT0554'CONSTRUCTION.  A NEW MARK, F 22 RESET 1970, WAS SET NEARBY.
 PT0554
 PT0554                          STATION RECOVERY (1970)
 PT0554
 PT0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0555 ***********************************************************************
 PT0555  DESIGNATION -  F 22 RESET
 PT0555  PID         -  PT0555
 PT0555  STATE/COUNTY-  SD/HAAKON
 PT0555  COUNTRY     -  US
 PT0555  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0555
 PT0555                         *CURRENT SURVEY CONTROL
 PT0555  ______________________________________________________________________
 PT0555* NAD 83(1986) POSITION- 44 07 30.     (N) 101 40 04.     (W)   SCALED
 PT0555* NAVD 88 ORTHO HEIGHT -   729.31  (meters)     2392.7   (feet) RESET
 PT0555  ______________________________________________________________________
 PT0555  GEOID HEIGHT    -        -21.039 (meters)                     GEOID18
 PT0555  VERT ORDER      -  THIRD
 PT0555
 PT0555.The horizontal coordinates were scaled from a map and have
 PT0555.an estimated accuracy of +/- 6 seconds.
 PT0555
 PT0555.The orthometric height was computed from unverified reset data.
 PT0555
 PT0555.No vertical observational check was made to the station.
 PT0555
 PT0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0555.GEOID18 height accuracy estimate available here.
 PT0555
 PT0555.Click photographs - Photos may exist for this station.
 PT0555
 PT0555;                    North         East    Units  Estimated Accuracy
 PT0555;SPC SD S     -   199,900.      493,210.      MT  (+/- 180 meters Scaled)
 PT0555
 PT0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP865892(NAD 83)
 PT0555
 PT0555                          SUPERSEDED SURVEY CONTROL
 PT0555
 PT0555  NGVD 29 (??/??/??)  728.86   (m)         2391.3    (f) RESET       3  
 PT0555
 PT0555.Superseded values are not recommended for survey control.
 PT0555
 PT0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0555.See file dsdata.pdf to determine how the superseded data were derived.
 PT0555
 PT0555_MARKER: DB = BENCH MARK DISK
 PT0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0555_STAMPING: F 22 RESET 1970
 PT0555_MARK LOGO: CGS
 PT0555_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0555+STABILITY: SURFACE MOTION
 PT0555
 PT0555  HISTORY     - Date     Condition        Report By
 PT0555  HISTORY     - 1970     MONUMENTED       NGS
 PT0555
 PT0555                          STATION DESCRIPTION
 PT0555
 PT0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0555'6 MI N FROM PHILIP.
 PT0555'ABOUT 5.75 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0555'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0555'AT AN UNGRADED SECTION LINE ROAD EAST, 151 FEET EAST OF THE
 PT0555'CENTER OF HIGHWAY 73, 36 FEET SOUTH OF THE CENTER OF TRACK ROAD,
 PT0555'0.5 FOOT NORTH OF AN EAST-WEST FENCE LINE, 1.2 FEET EAST OF A
 PT0555'METAL WITNESS POST, SET IN A ROUND CONCRETE POST WHICH PROJECTS
 PT0555'6-INCHES.  NOTE-- (F 22 RESET IS THE AZIMUTH MARK FOR STATION
 PT0555'GRIND 2 1970).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0304 ***********************************************************************
 OR0304  DESIGNATION -  F 23
 OR0304  PID         -  OR0304
 OR0304  STATE/COUNTY-  SD/GREGORY
 OR0304  COUNTRY     -  US
 OR0304  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0304
 OR0304                         *CURRENT SURVEY CONTROL
 OR0304  ______________________________________________________________________
 OR0304* NAD 83(1986) POSITION- 43 01 26.     (N) 098 46 46.     (W)   SCALED
 OR0304* NAVD 88 ORTHO HEIGHT -   574.420 (meters)     1884.58  (feet) ADJUSTED
 OR0304  ______________________________________________________________________
 OR0304  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 OR0304  DYNAMIC HEIGHT  -        574.209 (meters)     1883.88  (feet) COMP
 OR0304  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 OR0304
 OR0304  VERT ORDER      -  FIRST     CLASS II
 OR0304
 OR0304.The horizontal coordinates were scaled from a map and have
 OR0304.an estimated accuracy of +/- 6 seconds.
 OR0304
 OR0304.The orthometric height was determined by differential leveling and
 OR0304.adjusted by the NATIONAL GEODETIC SURVEY
 OR0304.in June 1991.
 OR0304
 OR0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0304.GEOID18 height accuracy estimate available here.
 OR0304
 OR0304.Click photographs - Photos may exist for this station.
 OR0304
 OR0304.The dynamic height is computed by dividing the NAVD 88
 OR0304.geopotential number by the normal gravity value computed on the
 OR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0304.degrees latitude (g = 980.6199 gals.).
 OR0304
 OR0304.The modeled gravity was interpolated from observed gravity values.
 OR0304
 OR0304;                    North         East    Units  Estimated Accuracy
 OR0304;SPC SD S     -    77,900.      726,640.      MT  (+/- 180 meters Scaled)
 OR0304
 OR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN179634(NAD 83)
 OR0304
 OR0304                          SUPERSEDED SURVEY CONTROL
 OR0304
 OR0304  NGVD 29 (??/??/92)  574.102  (m)         1883.53   (f) ADJ UNCH    1 2
 OR0304
 OR0304.Superseded values are not recommended for survey control.
 OR0304
 OR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0304.See file dsdata.pdf to determine how the superseded data were derived.
 OR0304
 OR0304_MARKER: DD = SURVEY DISK
 OR0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0304_STAMPING: F 23
 OR0304_MARK LOGO: USACE
 OR0304_PROJECTION: FLUSH
 OR0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0304+STABILITY: SURFACE MOTION
 OR0304
 OR0304  HISTORY     - Date     Condition        Report By
 OR0304  HISTORY     - UNK      MONUMENTED       USACE
 OR0304  HISTORY     - 1949     GOOD             CGS
 OR0304  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0304  HISTORY     - 20120115 MARK NOT FOUND   INDIV
 OR0304
 OR0304                          STATION DESCRIPTION
 OR0304
 OR0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0304'5.3 MI E FROM FAIRFAX.
 OR0304'5.3 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF
 OR0304'STATE HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, 0.3 MILE EAST
 OR0304'OF A JUNCTION WITH A ROAD LEADING NORTH, AT A JUNCTION WITH A
 OR0304'ROAD LEADING SOUTH, 84 FEET SOUTH OF THE CENTER LINE OF THE
 OR0304'HIGHWAY, 34 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 OR0304'SOUTH, 1.0 FOOT WEST OF A FENCE, 1.0 FOOT NORTH OF A REFERENCE
 OR0304'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OR0304'THE GROUND.
 OR0304
 OR0304                          STATION RECOVERY (1993)
 OR0304
 OR0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0304'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0304
 OR0304                          STATION RECOVERY (2012)
 OR0304
 OR0304'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0601 ***********************************************************************
 OS0601  DESIGNATION -  F 23
 OS0601  PID         -  OS0601
 OS0601  STATE/COUNTY-  SD/JACKSON
 OS0601  COUNTRY     -  US
 OS0601  USGS QUAD   -  BROKEN LEG DAM (2017)
 OS0601
 OS0601                         *CURRENT SURVEY CONTROL
 OS0601  ______________________________________________________________________
 OS0601* NAD 83(1986) POSITION- 43 31 47.     (N) 101 30 05.     (W)   SCALED
 OS0601* NAVD 88 ORTHO HEIGHT -   814.572 (meters)     2672.48  (feet) ADJUSTED
 OS0601  ______________________________________________________________________
 OS0601  GEOID HEIGHT    -        -21.194 (meters)                     GEOID18
 OS0601  DYNAMIC HEIGHT  -        814.273 (meters)     2671.49  (feet) COMP
 OS0601  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 OS0601
 OS0601  VERT ORDER      -  SECOND    CLASS 0
 OS0601
 OS0601.The horizontal coordinates were scaled from a map and have
 OS0601.an estimated accuracy of +/- 6 seconds.
 OS0601
 OS0601.The orthometric height was determined by differential leveling and
 OS0601.adjusted by the NATIONAL GEODETIC SURVEY
 OS0601.in June 1991.
 OS0601
 OS0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0601.GEOID18 height accuracy estimate available here.
 OS0601
 OS0601.Click photographs - Photos may exist for this station.
 OS0601
 OS0601.The dynamic height is computed by dividing the NAVD 88
 OS0601.geopotential number by the normal gravity value computed on the
 OS0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0601.degrees latitude (g = 980.6199 gals.).
 OS0601
 OS0601.The modeled gravity was interpolated from observed gravity values.
 OS0601
 OS0601;                    North         East    Units  Estimated Accuracy
 OS0601;SPC SD S     -   133,570.      505,590.      MT  (+/- 180 meters Scaled)
 OS0601
 OS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP978226(NAD 83)
 OS0601
 OS0601                          SUPERSEDED SURVEY CONTROL
 OS0601
 OS0601  NGVD 29 (??/??/92)  814.125  (m)         2671.01   (f) ADJ UNCH    2 0
 OS0601
 OS0601.Superseded values are not recommended for survey control.
 OS0601
 OS0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0601.See file dsdata.pdf to determine how the superseded data were derived.
 OS0601
 OS0601_MARKER: DB = BENCH MARK DISK
 OS0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0601_STAMPING: F 23 1934
 OS0601_MARK LOGO: CGS
 OS0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0601+STABILITY: SURFACE MOTION
 OS0601
 OS0601  HISTORY     - Date     Condition        Report By
 OS0601  HISTORY     - 1934     MONUMENTED       CGS
 OS0601  HISTORY     - 1941     GOOD             CGS
 OS0601
 OS0601                          STATION DESCRIPTION
 OS0601
 OS0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0601'18.1 MI N FROM PATRICIA.
 OS0601'IN WASHABAUGH COUNTY, 18.1 MILES NORTH ALONG STATE HIGHWAY 73
 OS0601'FROM PATRICIA, BENNETT COUNTY, 4.8 MILES NORTH OF LONG VALLEY,
 OS0601'0.6 MILE NORTH OF A CROSS ROAD, ON THE SOUTH SLOPE OF A LONG
 OS0601'HILL, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 OS0601'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 23
 OS0601'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1407 ***********************************************************************
 PU1407  DESIGNATION -  F 24
 PU1407  PID         -  PU1407
 PU1407  STATE/COUNTY-  SD/MEADE
 PU1407  COUNTRY     -  US
 PU1407  USGS QUAD   -  BLACKHAWK (2017)
 PU1407
 PU1407                         *CURRENT SURVEY CONTROL
 PU1407  ______________________________________________________________________
 PU1407* NAD 83(1986) POSITION- 44 12 54.     (N) 103 21 54.     (W)   SCALED
 PU1407* NAVD 88 ORTHO HEIGHT -  1064.373 (meters)     3492.03  (feet) POSTED
 PU1407  ______________________________________________________________________
 PU1407  GEOID HEIGHT    -        -15.327 (meters)                     GEOID18
 PU1407  DYNAMIC HEIGHT  -       1064.01  (meters)     3490.8   (feet) COMP
 PU1407  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 PU1407
 PU1407  VERT ORDER      -  * POSTED, SEE BELOW
 PU1407
 PU1407.The horizontal coordinates were scaled from a map and have
 PU1407.an estimated accuracy of +/- 6 seconds.
 PU1407
 PU1407.The orthometric height was determined by differential leveling
 PU1407.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1407
 PU1407.* This is a POSTED BENCH MARK height.
 PU1407
 PU1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1407.GEOID18 height accuracy estimate available here.
 PU1407
 PU1407.Click photographs - Photos may exist for this station.
 PU1407
 PU1407.The dynamic height is computed by dividing the NAVD 88
 PU1407.geopotential number by the normal gravity value computed on the
 PU1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1407.degrees latitude (g = 980.6199 gals.).
 PU1407
 PU1407.The modeled gravity was interpolated from observed gravity values.
 PU1407
 PU1407;                    North         East    Units  Estimated Accuracy
 PU1407;SPC SD N     -    48,000.      331,150.      MT  (+/- 180 meters Scaled)
 PU1407
 PU1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ306970(NAD 83)
 PU1407
 PU1407                          SUPERSEDED SURVEY CONTROL
 PU1407
 PU1407  NGVD 29 (??/??/92) 1063.869  (m)         3490.38   (f) ADJ UNCH    1 2
 PU1407
 PU1407.Superseded values are not recommended for survey control.
 PU1407
 PU1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1407.See file dsdata.pdf to determine how the superseded data were derived.
 PU1407
 PU1407_MARKER: DB = BENCH MARK DISK
 PU1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1407_STAMPING: F 24 1934
 PU1407_MARK LOGO: CGS
 PU1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1407+STABILITY: SURFACE MOTION
 PU1407
 PU1407  HISTORY     - Date     Condition        Report By
 PU1407  HISTORY     - 1934     MONUMENTED       CGS
 PU1407
 PU1407                          STATION DESCRIPTION
 PU1407
 PU1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1407'5.3 MI NW FROM BLACKHAWK.
 PU1407'5.3 MILES NW OF AND ALONG THE C AND NWRR, 45 FT N OF MILE POST
 PU1407'H-112, 78 FT W OF CENTER OF TRACK, 30 FT W /F R/W FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1408 ***********************************************************************
 PU1408  DESIGNATION -  F 24 RESET
 PU1408  PID         -  PU1408
 PU1408  STATE/COUNTY-  SD/MEADE
 PU1408  COUNTRY     -  US
 PU1408  USGS QUAD   -  BLACKHAWK (2017)
 PU1408
 PU1408                         *CURRENT SURVEY CONTROL
 PU1408  ______________________________________________________________________
 PU1408* NAD 83(1986) POSITION- 44 12 54.     (N) 103 21 54.     (W)   SCALED
 PU1408* NAVD 88 ORTHO HEIGHT -  1064.20  (+/-2cm)     3491.5   (feet) VERTCON3
 PU1408  ______________________________________________________________________
 PU1408  GEOID HEIGHT    -        -15.327 (meters)                     GEOID18
 PU1408  VERT ORDER      -  THIRD (See Below)
 PU1408
 PU1408.The horizontal coordinates were scaled from a map and have
 PU1408.an estimated accuracy of +/- 6 seconds.
 PU1408
 PU1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1408
 PU1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1408.GEOID18 height accuracy estimate available here.
 PU1408
 PU1408.The vertical order pertains to the NGVD 29 superseded value.
 PU1408
 PU1408.Click photographs - Photos may exist for this station.
 PU1408
 PU1408;                    North         East    Units  Estimated Accuracy
 PU1408;SPC SD N     -    48,000.      331,150.      MT  (+/- 180 meters Scaled)
 PU1408
 PU1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ306970(NAD 83)
 PU1408
 PU1408                          SUPERSEDED SURVEY CONTROL
 PU1408
 PU1408  NGVD 29 (04/17/07) 1063.69   (m)         3489.8    (f) RESET       3  
 PU1408
 PU1408.Superseded values are not recommended for survey control.
 PU1408
 PU1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1408.See file dsdata.pdf to determine how the superseded data were derived.
 PU1408
 PU1408_MARKER: DB = BENCH MARK DISK
 PU1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1408_STAMPING: F 24 1934 RESET 1959
 PU1408_MARK LOGO: CGS
 PU1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1408+STABILITY: SURFACE MOTION
 PU1408
 PU1408  HISTORY     - Date     Condition        Report By
 PU1408  HISTORY     - 1959     MONUMENTED       SDHD
 PU1408
 PU1408                          STATION DESCRIPTION
 PU1408
 PU1408'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 PU1408'5.3 MI NW FROM BLACK HAWK.
 PU1408'5.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY FROM
 PU1408'BLACK HAWK, 20 FEET NORTH OF MILEPOST 112, 35 FEET WEST OF THE
 PU1408'CENTERLINE OF THE TRACK, 115 FEET EAST OF HIGHWAY SURVEY STATION
 PU1408'823+14.4, AND 80 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 PU1408'LANES.  IT IS SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1753 ***********************************************************************
 PU1753  DESIGNATION -  F 25
 PU1753  PID         -  PU1753
 PU1753  STATE/COUNTY-  SD/BUTTE
 PU1753  COUNTRY     -  US
 PU1753  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1753
 PU1753                         *CURRENT SURVEY CONTROL
 PU1753  ______________________________________________________________________
 PU1753* NAD 83(1986) POSITION- 44 42 02.     (N) 103 51 05.     (W)   SCALED
 PU1753* NAVD 88 ORTHO HEIGHT -   935.174 (meters)     3068.15  (feet) ADJUSTED
 PU1753  ______________________________________________________________________
 PU1753  GEOID HEIGHT    -        -15.405 (meters)                     GEOID18
 PU1753  DYNAMIC HEIGHT  -        934.917 (meters)     3067.31  (feet) COMP
 PU1753  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 PU1753
 PU1753  VERT ORDER      -  FIRST     CLASS II
 PU1753
 PU1753.The horizontal coordinates were scaled from a map and have
 PU1753.an estimated accuracy of +/- 6 seconds.
 PU1753
 PU1753.The orthometric height was determined by differential leveling and
 PU1753.adjusted by the NATIONAL GEODETIC SURVEY
 PU1753.in June 1991.
 PU1753
 PU1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1753.GEOID18 height accuracy estimate available here.
 PU1753
 PU1753.Click photographs - Photos may exist for this station.
 PU1753
 PU1753.The dynamic height is computed by dividing the NAVD 88
 PU1753.geopotential number by the normal gravity value computed on the
 PU1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1753.degrees latitude (g = 980.6199 gals.).
 PU1753
 PU1753.The modeled gravity was interpolated from observed gravity values.
 PU1753
 PU1753;                    North         East    Units  Estimated Accuracy
 PU1753;SPC SD N     -   103,630.      294,880.      MT  (+/- 180 meters Scaled)
 PU1753
 PU1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909503(NAD 83)
 PU1753
 PU1753                          SUPERSEDED SURVEY CONTROL
 PU1753
 PU1753  NGVD 29 (??/??/92)  934.689  (m)         3066.56   (f) ADJ UNCH    1 2
 PU1753
 PU1753.Superseded values are not recommended for survey control.
 PU1753
 PU1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1753.See file dsdata.pdf to determine how the superseded data were derived.
 PU1753
 PU1753_MARKER: DB = BENCH MARK DISK
 PU1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1753_STAMPING: F 25 1934
 PU1753_MARK LOGO: CGS
 PU1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1753+STABILITY: SURFACE MOTION
 PU1753
 PU1753  HISTORY     - Date     Condition        Report By
 PU1753  HISTORY     - 1934     MONUMENTED       CGS
 PU1753  HISTORY     - 1962     GOOD             CGS
 PU1753  HISTORY     - 19980920 MARK NOT FOUND   NGS
 PU1753
 PU1753                          STATION DESCRIPTION
 PU1753
 PU1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1753'2.1 MI N FROM BELLE FOURCHE.
 PU1753'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1753'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 35,
 PU1753'T 9 N, R 2 E, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 122
 PU1753'FEET NORTH OF THE CROSSING OF A PIPE LINE, 21 FEET NORTH OF THE
 PU1753'CENTER OF A WIRE GATE, 9 FEET EAST OF A TELEPHONE POLE, 7 FEET
 PU1753'EAST OF A FENCE, 10.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 PU1753'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PU1753'CONCRETE POST PROJECTING 4-INCHES.
 PU1753
 PU1753                          STATION RECOVERY (1998)
 PU1753
 PU1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1753'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1754 ***********************************************************************
 PU1754  DESIGNATION -  F 25 RESET
 PU1754  PID         -  PU1754
 PU1754  STATE/COUNTY-  SD/BUTTE
 PU1754  COUNTRY     -  US
 PU1754  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1754
 PU1754                         *CURRENT SURVEY CONTROL
 PU1754  ______________________________________________________________________
 PU1754* NAD 83(1986) POSITION- 44 42 02.     (N) 103 51 06.     (W)   SCALED
 PU1754* NAVD 88 ORTHO HEIGHT -   934.55  (meters)     3066.1   (feet) RESET
 PU1754  ______________________________________________________________________
 PU1754  GEOID HEIGHT    -        -15.404 (meters)                     GEOID18
 PU1754  VERT ORDER      -  THIRD
 PU1754
 PU1754.The horizontal coordinates were scaled from a map and have
 PU1754.an estimated accuracy of +/- 6 seconds.
 PU1754
 PU1754.The orthometric height was computed from unverified reset data.
 PU1754
 PU1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1754.GEOID18 height accuracy estimate available here.
 PU1754
 PU1754.Click photographs - Photos may exist for this station.
 PU1754
 PU1754;                    North         East    Units  Estimated Accuracy
 PU1754;SPC SD N     -   103,630.      294,860.      MT  (+/- 180 meters Scaled)
 PU1754
 PU1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909503(NAD 83)
 PU1754
 PU1754                          SUPERSEDED SURVEY CONTROL
 PU1754
 PU1754.No superseded survey control is available for this station.
 PU1754
 PU1754_MARKER: DB = BENCH MARK DISK
 PU1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1754_STAMPING: F 25 RESET 1966
 PU1754_MARK LOGO: CGS
 PU1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1754+STABILITY: SURFACE MOTION
 PU1754
 PU1754  HISTORY     - Date     Condition        Report By
 PU1754  HISTORY     - 1966     MONUMENTED       CGS
 PU1754
 PU1754                          STATION DESCRIPTION
 PU1754
 PU1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PU1754'2.1 MI N FROM BELLE FOURCHE.
 PU1754'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1754'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 35,
 PU1754'T 9 N, R 2 E, 143 FEET EAST OF THE CENTER OF U.S. HIGHWAY 85, 1.5
 PU1754'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 PU1754'CONCRETE POST WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0299 ***********************************************************************
 QT0299  DESIGNATION -  F 26
 QT0299  PID         -  QT0299
 QT0299  STATE/COUNTY-  SD/HARDING
 QT0299  COUNTRY     -  US
 QT0299  USGS QUAD   -  REDIG (2017)
 QT0299
 QT0299                         *CURRENT SURVEY CONTROL
 QT0299  ______________________________________________________________________
 QT0299* NAD 83(1986) POSITION- 45 17 49.     (N) 103 32 56.     (W)   SCALED
 QT0299* NAVD 88 ORTHO HEIGHT -   951.673 (meters)     3122.28  (feet) ADJUSTED
 QT0299  ______________________________________________________________________
 QT0299  GEOID HEIGHT    -        -16.190 (meters)                     GEOID18
 QT0299  DYNAMIC HEIGHT  -        951.479 (meters)     3121.64  (feet) COMP
 QT0299  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 QT0299
 QT0299  VERT ORDER      -  FIRST     CLASS II
 QT0299
 QT0299.The horizontal coordinates were scaled from a map and have
 QT0299.an estimated accuracy of +/- 6 seconds.
 QT0299
 QT0299.The orthometric height was determined by differential leveling and
 QT0299.adjusted by the NATIONAL GEODETIC SURVEY
 QT0299.in June 1991.
 QT0299
 QT0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0299.GEOID18 height accuracy estimate available here.
 QT0299
 QT0299.Click photographs - Photos may exist for this station.
 QT0299
 QT0299.The dynamic height is computed by dividing the NAVD 88
 QT0299.geopotential number by the normal gravity value computed on the
 QT0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0299.degrees latitude (g = 980.6199 gals.).
 QT0299
 QT0299.The modeled gravity was interpolated from observed gravity values.
 QT0299
 QT0299;                    North         East    Units  Estimated Accuracy
 QT0299;SPC SD N     -   168,740.      321,730.      MT  (+/- 180 meters Scaled)
 QT0299
 QT0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137169(NAD 83)
 QT0299
 QT0299                          SUPERSEDED SURVEY CONTROL
 QT0299
 QT0299  NGVD 29 (??/??/92)  951.184  (m)         3120.68   (f) ADJ UNCH    1 2
 QT0299
 QT0299.Superseded values are not recommended for survey control.
 QT0299
 QT0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0299.See file dsdata.pdf to determine how the superseded data were derived.
 QT0299
 QT0299_MARKER: DB = BENCH MARK DISK
 QT0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0299_STAMPING: F 26 1934
 QT0299_MARK LOGO: CGS
 QT0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0299+STABILITY: SURFACE MOTION
 QT0299
 QT0299  HISTORY     - Date     Condition        Report By
 QT0299  HISTORY     - 1934     MONUMENTED       CGS
 QT0299  HISTORY     - 1972     GOOD             NGS
 QT0299  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0299
 QT0299                          STATION DESCRIPTION
 QT0299
 QT0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0299'19.9 MI S FROM BUFFALO.
 QT0299'19.9 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0299'COUNTY, 42 FEET NORTHEAST OF THE JUNCTION WITH A SIDE ROAD
 QT0299'LEADING EAST, AND 67 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 QT0299'A STANDARD DISK, STAMPED F 26 1934 AND SET IN THE TOP OF A
 QT0299'CONCRETE POST.  NOTE-- MARK TO BE DESTROYED AT A LATER DATE BY
 QT0299'HIGHWAY CONSTRUCTION.
 QT0299
 QT0299                          STATION RECOVERY (1972)
 QT0299
 QT0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QT0299'RECOVERED IN GOOD CONDITION.
 QT0299
 QT0299                          STATION RECOVERY (1998)
 QT0299
 QT0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0299'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0300 ***********************************************************************
 QT0300  DESIGNATION -  F 26 RESET
 QT0300  PID         -  QT0300
 QT0300  STATE/COUNTY-  SD/HARDING
 QT0300  COUNTRY     -  US
 QT0300  USGS QUAD   -  REDIG (2017)
 QT0300
 QT0300                         *CURRENT SURVEY CONTROL
 QT0300  ______________________________________________________________________
 QT0300* NAD 83(1986) POSITION- 45 17 50.     (N) 103 32 54.     (W)   SCALED
 QT0300* NAVD 88 ORTHO HEIGHT -   949.551 (meters)     3115.32  (feet) ADJUSTED
 QT0300  ______________________________________________________________________
 QT0300  GEOID HEIGHT    -        -16.190 (meters)                     GEOID18
 QT0300  DYNAMIC HEIGHT  -        949.358 (meters)     3114.69  (feet) COMP
 QT0300  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 QT0300
 QT0300  VERT ORDER      -  FIRST     CLASS II
 QT0300
 QT0300.The horizontal coordinates were scaled from a map and have
 QT0300.an estimated accuracy of +/- 6 seconds.
 QT0300
 QT0300.The orthometric height was determined by differential leveling and
 QT0300.adjusted by the NATIONAL GEODETIC SURVEY
 QT0300.in April 2000.
 QT0300
 QT0300.No vertical observational check was made to the station.
 QT0300
 QT0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0300.GEOID18 height accuracy estimate available here.
 QT0300
 QT0300.Click photographs - Photos may exist for this station.
 QT0300
 QT0300.The dynamic height is computed by dividing the NAVD 88
 QT0300.geopotential number by the normal gravity value computed on the
 QT0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0300.degrees latitude (g = 980.6199 gals.).
 QT0300
 QT0300.The modeled gravity was interpolated from observed gravity values.
 QT0300
 QT0300;                    North         East    Units  Estimated Accuracy
 QT0300;SPC SD N     -   168,770.      321,780.      MT  (+/- 180 meters Scaled)
 QT0300
 QT0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL138169(NAD 83)
 QT0300
 QT0300                          SUPERSEDED SURVEY CONTROL
 QT0300
 QT0300  NAVD 88 (04/17/07)  949.551  (m)         3115.32   (f) SUPERSEDED  3 0
 QT0300
 QT0300.Superseded values are not recommended for survey control.
 QT0300
 QT0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0300.See file dsdata.pdf to determine how the superseded data were derived.
 QT0300
 QT0300_MARKER: DB = BENCH MARK DISK
 QT0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0300_STAMPING: F 26 RESET 1972
 QT0300_MARK LOGO: CGS
 QT0300_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0300+STABILITY: SURFACE MOTION
 QT0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0300+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0300
 QT0300  HISTORY     - Date     Condition        Report By
 QT0300  HISTORY     - 1972     MONUMENTED       NGS
 QT0300  HISTORY     - 19980928 GOOD             NGS
 QT0300
 QT0300                          STATION DESCRIPTION
 QT0300
 QT0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QT0300'19.8 MI S FROM BUFFALO.
 QT0300'ABOUT 19.8 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, 1.85
 QT0300'MILES NORTH OF REDIG, 1,000 FEET SOUTH OF A COUNTY ROAD WEST,
 QT0300'98 FEET EAST OF THE CENTER OF HIGHWAY 85, 2.0 FEET SOUTH OF A
 QT0300'METAL WITNESS POST, AND SET IN A ROUND CONCRETE MONUMENT WHICH
 QT0300'PROJECTS 8-INCHES.  IT IS AT STATE HIGHWAY STATION NO. 300.
 QT0300
 QT0300                          STATION RECOVERY (1998)
 QT0300
 QT0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0300'2.9 KM (1.80 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0300'COUNTY ROAD 732 IN REDIG, 703.0 M (2306.4 FT) NORTH OF MILEPOST 106,
 QT0300'29.7 M (97.4 FT) EAST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW
 QT0300'THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, 0.4 M (1.3
 QT0300'FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 QT0300'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QT0300'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0255 ***********************************************************************
 QR0255  DESIGNATION -  F 27
 QR0255  PID         -  QR0255
 QR0255  STATE/COUNTY-  SD/EDMUNDS
 QR0255  COUNTRY     -  US
 QR0255  USGS QUAD   -  GRETNA (2017)
 QR0255
 QR0255                         *CURRENT SURVEY CONTROL
 QR0255  ______________________________________________________________________
 QR0255* NAD 83(1986) POSITION- 45 26 56.     (N) 099 35 51.     (W)   SCALED
 QR0255* NAVD 88 ORTHO HEIGHT -   613.518 (meters)     2012.85  (feet) ADJUSTED
 QR0255  ______________________________________________________________________
 QR0255  GEOID HEIGHT    -        -22.790 (meters)                     GEOID18
 QR0255  DYNAMIC HEIGHT  -        613.450 (meters)     2012.63  (feet) COMP
 QR0255  MODELED GRAVITY -    980,485.9   (mgal)                       NAVD 88
 QR0255
 QR0255  VERT ORDER      -  FIRST     CLASS II
 QR0255
 QR0255.The horizontal coordinates were scaled from a map and have
 QR0255.an estimated accuracy of +/- 6 seconds.
 QR0255
 QR0255.The orthometric height was determined by differential leveling and
 QR0255.adjusted by the NATIONAL GEODETIC SURVEY
 QR0255.in June 1991.
 QR0255
 QR0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0255.GEOID18 height accuracy estimate available here.
 QR0255
 QR0255.Click photographs - Photos may exist for this station.
 QR0255
 QR0255.The dynamic height is computed by dividing the NAVD 88
 QR0255.geopotential number by the normal gravity value computed on the
 QR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0255.degrees latitude (g = 980.6199 gals.).
 QR0255
 QR0255.The modeled gravity was interpolated from observed gravity values.
 QR0255
 QR0255;                    North         East    Units  Estimated Accuracy
 QR0255;SPC SD N     -   179,610.      631,490.      MT  (+/- 180 meters Scaled)
 QR0255
 QR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR532329(NAD 83)
 QR0255
 QR0255                          SUPERSEDED SURVEY CONTROL
 QR0255
 QR0255  NGVD 29 (??/??/92)  613.124  (m)         2011.56   (f) ADJ UNCH    1 2
 QR0255
 QR0255.Superseded values are not recommended for survey control.
 QR0255
 QR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0255.See file dsdata.pdf to determine how the superseded data were derived.
 QR0255
 QR0255_MARKER: DB = BENCH MARK DISK
 QR0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0255_STAMPING: F 27 1934
 QR0255_MARK LOGO: CGS
 QR0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0255+STABILITY: SURFACE MOTION
 QR0255
 QR0255  HISTORY     - Date     Condition        Report By
 QR0255  HISTORY     - 1934     MONUMENTED       CGS
 QR0255  HISTORY     - 1974     GOOD             USGS
 QR0255
 QR0255                          STATION DESCRIPTION
 QR0255
 QR0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0255'3.1 MI E FROM BOWDLE.
 QR0255'3.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0255'RAILROAD FROM BOWDLE, EDMUNDS COUNTY, ABOUT 7 POLES WEST OF
 QR0255'MILEPOST 54, ABOUT 40 YARDS SOUTH OF THE CENTER LINE OF THE TRACK,
 QR0255'AND 9 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QR0255'STAMPED F 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0255
 QR0255                          STATION RECOVERY (1974)
 QR0255
 QR0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0096 ***********************************************************************
 QS0096  DESIGNATION -  F 28
 QS0096  PID         -  QS0096
 QS0096  STATE/COUNTY-  SD/WALWORTH
 QS0096  COUNTRY     -  US
 QS0096  USGS QUAD   -  GLENHAM (2017)
 QS0096
 QS0096                         *CURRENT SURVEY CONTROL
 QS0096  ______________________________________________________________________
 QS0096* NAD 83(1986) POSITION- 45 30 52.     (N) 100 22 24.     (W)   SCALED
 QS0096* NAVD 88 ORTHO HEIGHT -   495.042 (meters)     1624.15  (feet) ADJUSTED
 QS0096  ______________________________________________________________________
 QS0096  GEOID HEIGHT    -        -21.933 (meters)                     GEOID18
 QS0096  DYNAMIC HEIGHT  -        494.994 (meters)     1623.99  (feet) COMP
 QS0096  MODELED GRAVITY -    980,503.1   (mgal)                       NAVD 88
 QS0096
 QS0096  VERT ORDER      -  FIRST     CLASS II
 QS0096
 QS0096.The horizontal coordinates were scaled from a map and have
 QS0096.an estimated accuracy of +/- 6 seconds.
 QS0096
 QS0096.The orthometric height was determined by differential leveling and
 QS0096.adjusted by the NATIONAL GEODETIC SURVEY
 QS0096.in June 1991.
 QS0096
 QS0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0096.GEOID18 height accuracy estimate available here.
 QS0096
 QS0096.Click photographs - Photos may exist for this station.
 QS0096
 QS0096.The dynamic height is computed by dividing the NAVD 88
 QS0096.geopotential number by the normal gravity value computed on the
 QS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0096.degrees latitude (g = 980.6199 gals.).
 QS0096
 QS0096.The modeled gravity was interpolated from observed gravity values.
 QS0096
 QS0096;                    North         East    Units  Estimated Accuracy
 QS0096;SPC SD N     -   186,880.      570,830.      MT  (+/- 180 meters Scaled)
 QS0096
 QS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR927410(NAD 83)
 QS0096
 QS0096                          SUPERSEDED SURVEY CONTROL
 QS0096
 QS0096  NGVD 29 (??/??/92)  494.683  (m)         1622.97   (f) ADJ UNCH    1 2
 QS0096
 QS0096.Superseded values are not recommended for survey control.
 QS0096
 QS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0096.See file dsdata.pdf to determine how the superseded data were derived.
 QS0096
 QS0096_MARKER: DB = BENCH MARK DISK
 QS0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0096_STAMPING: F 28 1934
 QS0096_MARK LOGO: CGS
 QS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0096+STABILITY: SURFACE MOTION
 QS0096
 QS0096  HISTORY     - Date     Condition        Report By
 QS0096  HISTORY     - 1934     MONUMENTED       CGS
 QS0096  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0096
 QS0096                          STATION DESCRIPTION
 QS0096
 QS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0096'2.6 MI E FROM MOBRIDGE.
 QS0096'2.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0096'RAILROAD FROM MOBRIDGE, WALWORTH COUNTY, ABOUT 2-1/2 POLES
 QS0096'NORTHWEST OF MILEPOST 95, ABOUT 75 FEET SOUTHWEST OF THE
 QS0096'CENTERLINE OF THE TRACK, AND 12 FEET SOUTHWEST OF THE
 QS0096'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 28 1934 AND
 QS0096'SET IN THE TOP OF A CONCRETE POST.  NOTE-- CHICAGO, MILWAUKEE,
 QS0096'AND ST. PAUL RAILROAD HAS BEEN REROUTED, DESCRIPTION IS NOW
 QS0096'INADEQUATE.  BENCH MARK BELIEVED DESTROYED BY MACHINERY WHEN
 QS0096'RAILROAD WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0003 ***********************************************************************
 QT0003  DESIGNATION -  F 29
 QT0003  PID         -  QT0003
 QT0003  STATE/COUNTY-  SD/PERKINS
 QT0003  COUNTRY     -  US
 QT0003  USGS QUAD   -  BOXCAR BUTTES (2017)
 QT0003
 QT0003                         *CURRENT SURVEY CONTROL
 QT0003  ______________________________________________________________________
 QT0003* NAD 83(1986) POSITION- 45 31 51.     (N) 102 18 14.     (W)   SCALED
 QT0003* NAVD 88 ORTHO HEIGHT -   835.224 (meters)     2740.23  (feet) ADJUSTED
 QT0003  ______________________________________________________________________
 QT0003  GEOID HEIGHT    -        -18.528 (meters)                     GEOID18
 QT0003  DYNAMIC HEIGHT  -        835.097 (meters)     2739.81  (feet) COMP
 QT0003  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 QT0003
 QT0003  VERT ORDER      -  FIRST     CLASS II
 QT0003
 QT0003.The horizontal coordinates were scaled from a map and have
 QT0003.an estimated accuracy of +/- 6 seconds.
 QT0003
 QT0003.The orthometric height was determined by differential leveling and
 QT0003.adjusted by the NATIONAL GEODETIC SURVEY
 QT0003.in April 2000.
 QT0003
 QT0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0003.GEOID18 height accuracy estimate available here.
 QT0003
 QT0003.Click photographs - Photos may exist for this station.
 QT0003
 QT0003.The dynamic height is computed by dividing the NAVD 88
 QT0003.geopotential number by the normal gravity value computed on the
 QT0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0003.degrees latitude (g = 980.6199 gals.).
 QT0003
 QT0003.The modeled gravity was interpolated from observed gravity values.
 QT0003
 QT0003;                    North         East    Units  Estimated Accuracy
 QT0003;SPC SD N     -   191,200.      420,060.      MT  (+/- 180 meters Scaled)
 QT0003
 QT0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL105454(NAD 83)
 QT0003
 QT0003                          SUPERSEDED SURVEY CONTROL
 QT0003
 QT0003  NAVD 88 (06/15/91)  835.197  (m)         2740.14   (f) SUPERSEDED  1 2
 QT0003  NGVD 29 (??/??/92)  834.750  (m)         2738.68   (f) ADJ UNCH    1 2
 QT0003
 QT0003.Superseded values are not recommended for survey control.
 QT0003
 QT0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0003.See file dsdata.pdf to determine how the superseded data were derived.
 QT0003
 QT0003_MARKER: DB = BENCH MARK DISK
 QT0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0003_STAMPING: F 29 1934
 QT0003_MARK LOGO: CGS
 QT0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0003+STABILITY: SURFACE MOTION
 QT0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0003+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0003
 QT0003  HISTORY     - Date     Condition        Report By
 QT0003  HISTORY     - 1934     MONUMENTED       CGS
 QT0003  HISTORY     - 1941     GOOD             CGS
 QT0003  HISTORY     - 19990527 GOOD             NGS
 QT0003
 QT0003                          STATION DESCRIPTION
 QT0003
 QT0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0003'4 MI W FROM MEADOW.
 QT0003'4.0 MILES WEST ALONG STATE HIGHWAY 8 FROM MEADOW, PERKINS COUNTY,
 QT0003'ABOUT 38 YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 5
 QT0003'FEET EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED
 QT0003'F 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0003
 QT0003                          STATION RECOVERY (1999)
 QT0003
 QT0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0003'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0003'MEADOW, THENCE 6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 20, 875.3
 QT0003'M (2871.7 FT) EAST OF MILEPOST 90, 34.8 M (114.2 FT) NORTHWEST OF THE
 QT0003'HIGHWAY CENTERLINE, 16.8 M (55.1 FT) NORTH OF A FENCE, 2.0 M (6.6 FT)
 QT0003'BELOW THE LEVEL OF THE HIGHWAY, 1.1 M (3.6 FT) EAST OF A FENCE, 0.2 M
 QT0003'(0.7 FT) WEST OF A METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M
 QT0003'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QT0003'OWNED BY RON SEIDEL, 18610 HWY 20, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0310 ***********************************************************************
 QR0310  DESIGNATION -  F 295
 QR0310  PID         -  QR0310
 QR0310  STATE/COUNTY-  SD/POTTER
 QR0310  COUNTRY     -  US
 QR0310  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0310
 QR0310                         *CURRENT SURVEY CONTROL
 QR0310  ______________________________________________________________________
 QR0310* NAD 83(1986) POSITION- 45 12 06.     (N) 099 56 21.     (W)   SCALED
 QR0310* NAVD 88 ORTHO HEIGHT -   594.813 (meters)     1951.48  (feet) ADJUSTED
 QR0310  ______________________________________________________________________
 QR0310  GEOID HEIGHT    -        -22.376 (meters)                     GEOID18
 QR0310  DYNAMIC HEIGHT  -        594.731 (meters)     1951.21  (feet) COMP
 QR0310  MODELED GRAVITY -    980,459.3   (mgal)                       NAVD 88
 QR0310
 QR0310  VERT ORDER      -  SECOND    CLASS 0
 QR0310
 QR0310.The horizontal coordinates were scaled from a map and have
 QR0310.an estimated accuracy of +/- 6 seconds.
 QR0310
 QR0310.The orthometric height was determined by differential leveling and
 QR0310.adjusted by the NATIONAL GEODETIC SURVEY
 QR0310.in June 1991.
 QR0310
 QR0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0310.GEOID18 height accuracy estimate available here.
 QR0310
 QR0310.Click photographs - Photos may exist for this station.
 QR0310
 QR0310.The dynamic height is computed by dividing the NAVD 88
 QR0310.geopotential number by the normal gravity value computed on the
 QR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0310.degrees latitude (g = 980.6199 gals.).
 QR0310
 QR0310.The modeled gravity was interpolated from observed gravity values.
 QR0310
 QR0310;                    North         East    Units  Estimated Accuracy
 QR0310;SPC SD N     -   152,060.      604,780.      MT  (+/- 180 meters Scaled)
 QR0310
 QR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR262057(NAD 83)
 QR0310
 QR0310                          SUPERSEDED SURVEY CONTROL
 QR0310
 QR0310  NGVD 29 (??/??/92)  594.45   (m)         1950.3    (f) COMPUTED    2 0
 QR0310
 QR0310.Superseded values are not recommended for survey control.
 QR0310
 QR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0310.See file dsdata.pdf to determine how the superseded data were derived.
 QR0310
 QR0310_MARKER: DB = BENCH MARK DISK
 QR0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0310_SP_SET: CULVERT HEADWALL
 QR0310_STAMPING: F 295 1940
 QR0310_MARK LOGO: CGS
 QR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0310+STABILITY: SURFACE MOTION
 QR0310
 QR0310  HISTORY     - Date     Condition        Report By
 QR0310  HISTORY     - 1940     MONUMENTED       CGS
 QR0310  HISTORY     - 1974     POOR             USGS
 QR0310
 QR0310                          STATION DESCRIPTION
 QR0310
 QR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0310'13.4 MI N FROM GETTYSBURG.
 QR0310'13.4 MILES N. OF THE CITY WATER TOWER AT GETTYSBURG, ALONG RT.
 QR0310'83, AT SECTION LINE ROAD, IN CENTER OF S. CONCRETE HEADWALL
 QR0310'OF SECTION LINE ROAD CULVERT, 20.0 FT. S. OF THE CENTER OF
 QR0310'SECTION LINE ROAD, 28.5 FT. E. OF THE CENTER OF RT. 83, 3.0
 QR0310'FT. W. OF WHITE MARKER POST.
 QR0310
 QR0310                          STATION RECOVERY (1974)
 QR0310
 QR0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0310'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0311 ***********************************************************************
 QR0311  DESIGNATION -  F 295 RESET
 QR0311  PID         -  QR0311
 QR0311  STATE/COUNTY-  SD/POTTER
 QR0311  COUNTRY     -  US
 QR0311  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0311
 QR0311                         *CURRENT SURVEY CONTROL
 QR0311  ______________________________________________________________________
 QR0311* NAD 83(1986) POSITION- 45 12 05.     (N) 099 56 24.     (W)   SCALED
 QR0311* NAVD 88 ORTHO HEIGHT -   594.46  (meters)     1950.3   (feet) RESET
 QR0311  ______________________________________________________________________
 QR0311  GEOID HEIGHT    -        -22.375 (meters)                     GEOID18
 QR0311  VERT ORDER      -  THIRD
 QR0311
 QR0311.The horizontal coordinates were scaled from a map and have
 QR0311.an estimated accuracy of +/- 6 seconds.
 QR0311
 QR0311.The orthometric height was computed from unverified reset data.
 QR0311
 QR0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0311.GEOID18 height accuracy estimate available here.
 QR0311
 QR0311.Click photographs - Photos may exist for this station.
 QR0311
 QR0311;                    North         East    Units  Estimated Accuracy
 QR0311;SPC SD N     -   152,020.      604,710.      MT  (+/- 180 meters Scaled)
 QR0311
 QR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR261057(NAD 83)
 QR0311
 QR0311                          SUPERSEDED SURVEY CONTROL
 QR0311
 QR0311.No superseded survey control is available for this station.
 QR0311
 QR0311_MARKER: DB = BENCH MARK DISK
 QR0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0311_STAMPING: F 295 RESET 1956
 QR0311_MARK LOGO: CGS
 QR0311_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0311+STABILITY: SURFACE MOTION
 QR0311
 QR0311  HISTORY     - Date     Condition        Report By
 QR0311  HISTORY     - 1956     MONUMENTED       CGS
 QR0311
 QR0311                          STATION DESCRIPTION
 QR0311
 QR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0311'13.4 MI N FROM GETTYSBURG.
 QR0311'13.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER
 QR0311'TOWER AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG
 QR0311'U.S. HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF
 QR0311'GETTYSBURG, THENCE 12.8 MILES NORTH ALONG STATE HIGHWAY 83,
 QR0311'IN THE SOUTHEAST ANGLE OF A ROAD INTERSECTION, 92 FEET EAST OF
 QR0311'THE CENTERLINE OF THE HIGHWAY, AND 31 FEET SOUTH OF THE CENTERLINE
 QR0311'OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED F 295 RESET
 QR0311'1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QR0311'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0167 ***********************************************************************
 PS0167  DESIGNATION -  F 296
 PS0167  PID         -  PS0167
 PS0167  STATE/COUNTY-  SD/HAND
 PS0167  COUNTRY     -  US
 PS0167  USGS QUAD   -  VAYLAND (2017)
 PS0167
 PS0167                         *CURRENT SURVEY CONTROL
 PS0167  ______________________________________________________________________
 PS0167* NAD 83(1986) POSITION- 44 29 13.     (N) 098 47 01.     (W)   SCALED
 PS0167* NAVD 88 ORTHO HEIGHT -   446.789 (meters)     1465.84  (feet) ADJUSTED
 PS0167  ______________________________________________________________________
 PS0167  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 PS0167  DYNAMIC HEIGHT  -        446.702 (meters)     1465.55  (feet) COMP
 PS0167  MODELED GRAVITY -    980,411.8   (mgal)                       NAVD 88
 PS0167
 PS0167  VERT ORDER      -  FIRST     CLASS II
 PS0167
 PS0167.The horizontal coordinates were scaled from a map and have
 PS0167.an estimated accuracy of +/- 6 seconds.
 PS0167
 PS0167.The orthometric height was determined by differential leveling and
 PS0167.adjusted by the NATIONAL GEODETIC SURVEY
 PS0167.in October 1997.
 PS0167
 PS0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0167.GEOID18 height accuracy estimate available here.
 PS0167
 PS0167.Click photographs - Photos may exist for this station.
 PS0167
 PS0167.The dynamic height is computed by dividing the NAVD 88
 PS0167.geopotential number by the normal gravity value computed on the
 PS0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0167.degrees latitude (g = 980.6199 gals.).
 PS0167
 PS0167.The modeled gravity was interpolated from observed gravity values.
 PS0167
 PS0167;                    North         East    Units  Estimated Accuracy
 PS0167;SPC SD N     -    73,360.      696,760.      MT  (+/- 180 meters Scaled)
 PS0167
 PS0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ172259(NAD 83)
 PS0167
 PS0167                          SUPERSEDED SURVEY CONTROL
 PS0167
 PS0167  NAVD 88 (06/15/91)  446.789  (m)         1465.84   (f) SUPERSEDED  1 2
 PS0167  NGVD 29 (??/??/92)  446.472  (m)         1464.80   (f) ADJ UNCH    1 2
 PS0167
 PS0167.Superseded values are not recommended for survey control.
 PS0167
 PS0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0167.See file dsdata.pdf to determine how the superseded data were derived.
 PS0167
 PS0167_MARKER: DB = BENCH MARK DISK
 PS0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0167_SP_SET: HEADWALL
 PS0167_STAMPING: F 296 1940
 PS0167_MARK LOGO: CGS
 PS0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0167+STABILITY: SURFACE MOTION
 PS0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0167+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1994
 PS0167
 PS0167  HISTORY     - Date     Condition        Report By
 PS0167  HISTORY     - 1940     MONUMENTED       CGS
 PS0167  HISTORY     - 19941110 GOOD             NGS
 PS0167  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 PS0167
 PS0167                          STATION DESCRIPTION
 PS0167
 PS0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0167'0.8 MI E FROM VAYLAND.
 PS0167'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0167'THE STATION AT VAYLAND, HAND COUNTY, 49.5 FEET WEST OF RAILROAD
 PS0167'CULVERT 189, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 14, IN THE
 PS0167'TOP OF THE EAST END OF THE SOUTH HEAD WALL, 58.8 FEET NORTH OF THE
 PS0167'NORTH RAIL, 29.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 PS0167'1.0 FOOT WEST OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED
 PS0167'F 296 1940.
 PS0167
 PS0167                          STATION RECOVERY (1994)
 PS0167
 PS0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0167'17.2 KM (10.70 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0167'IN MILLER, IN TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END
 PS0167'OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 PS0167'272.0 M (892.4 FT) WEST OF MILEPOST 312, 9.2 M (30.2 FT) SOUTHWEST OF
 PS0167'THE HIGHWAY CENTERLINE, AND 1.8 M (5.9 FT) BELOW THE LEVEL OF THE
 PS0167'HIGHWAY.
 PS0167
 PS0167                          STATION RECOVERY (2012)
 PS0167
 PS0167'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 PS0167'THE MARKER WAS NOT FOUND AFTER SEARCH OF THE AREA AROUND THE DESCRIBED
 PS0167'LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0451 ***********************************************************************
 QS0451  DESIGNATION -  F 298
 QS0451  PID         -  QS0451
 QS0451  STATE/COUNTY-  SD/CORSON
 QS0451  COUNTRY     -  US
 QS0451  USGS QUAD   -  WALKER (2017)
 QS0451
 QS0451                         *CURRENT SURVEY CONTROL
 QS0451  ______________________________________________________________________
 QS0451* NAD 83(1986) POSITION- 45 54 10.     (N) 101 03 54.     (W)   SCALED
 QS0451* NAVD 88 ORTHO HEIGHT -   645.091 (meters)     2116.44  (feet) ADJUSTED
 QS0451  ______________________________________________________________________
 QS0451  GEOID HEIGHT    -        -20.919 (meters)                     GEOID18
 QS0451  DYNAMIC HEIGHT  -        645.029 (meters)     2116.23  (feet) COMP
 QS0451  MODELED GRAVITY -    980,497.3   (mgal)                       NAVD 88
 QS0451
 QS0451  VERT ORDER      -  SECOND    CLASS 0
 QS0451
 QS0451.The horizontal coordinates were scaled from a map and have
 QS0451.an estimated accuracy of +/- 6 seconds.
 QS0451
 QS0451.The orthometric height was determined by differential leveling and
 QS0451.adjusted by the NATIONAL GEODETIC SURVEY
 QS0451.in June 1991.
 QS0451
 QS0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0451.GEOID18 height accuracy estimate available here.
 QS0451
 QS0451.Click photographs - Photos may exist for this station.
 QS0451
 QS0451.The dynamic height is computed by dividing the NAVD 88
 QS0451.geopotential number by the normal gravity value computed on the
 QS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0451.degrees latitude (g = 980.6199 gals.).
 QS0451
 QS0451.The modeled gravity was interpolated from observed gravity values.
 QS0451
 QS0451;                    North         East    Units  Estimated Accuracy
 QS0451;SPC SD N     -   230,520.      517,360.      MT  (+/- 180 meters Scaled)
 QS0451
 QS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR398853(NAD 83)
 QS0451
 QS0451                          SUPERSEDED SURVEY CONTROL
 QS0451
 QS0451  NGVD 29 (??/??/92)  644.625  (m)         2114.91   (f) ADJ UNCH    2 0
 QS0451
 QS0451.Superseded values are not recommended for survey control.
 QS0451
 QS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0451.See file dsdata.pdf to determine how the superseded data were derived.
 QS0451
 QS0451_MARKER: DB = BENCH MARK DISK
 QS0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0451_SP_SET: BRIDGE
 QS0451_STAMPING: F 298 1940
 QS0451_MARK LOGO: CGS
 QS0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0451
 QS0451  HISTORY     - Date     Condition        Report By
 QS0451  HISTORY     - 1940     MONUMENTED       CGS
 QS0451  HISTORY     - 1950     MARK NOT FOUND   CGS
 QS0451
 QS0451                          STATION DESCRIPTION
 QS0451
 QS0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QS0451'1.6 MI E FROM WALKER.
 QS0451'1.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0451'RAILROAD FROM THE STATION AT WALKER, CORSON COUNTY, ABOUT 6
 QS0451'POLES WEST OF MILEPOST 849, ABOUT 100 FEET SOUTH OF THE CENTER
 QS0451'LINE OF THE TRACK, AT A BRIDGE ON U.S. HIGHWAY 12, AND IN THE
 QS0451'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL.  A STANDARD
 QS0451'DISK, STAMPED F 298 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0035 ***********************************************************************
 OS0035  DESIGNATION -  F 299
 OS0035  PID         -  OS0035
 OS0035  STATE/COUNTY-  SD/LYMAN
 OS0035  COUNTRY     -  US
 OS0035  USGS QUAD   -  PRESHO SE (2017)
 OS0035
 OS0035                         *CURRENT SURVEY CONTROL
 OS0035  ______________________________________________________________________
 OS0035* NAD 83(1986) POSITION- 43 49 25.     (N) 100 02 27.     (W)   SCALED
 OS0035* NAVD 88 ORTHO HEIGHT -   565.268 (meters)     1854.55  (feet) ADJUSTED
 OS0035  ______________________________________________________________________
 OS0035  GEOID HEIGHT    -        -25.400 (meters)                     GEOID18
 OS0035  DYNAMIC HEIGHT  -        565.089 (meters)     1853.96  (feet) COMP
 OS0035  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 OS0035
 OS0035  VERT ORDER      -  SECOND    CLASS 0
 OS0035
 OS0035.The horizontal coordinates were scaled from a map and have
 OS0035.an estimated accuracy of +/- 6 seconds.
 OS0035
 OS0035.The orthometric height was determined by differential leveling and
 OS0035.adjusted by the NATIONAL GEODETIC SURVEY
 OS0035.in June 1991.
 OS0035
 OS0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0035.GEOID18 height accuracy estimate available here.
 OS0035
 OS0035.Click photographs - Photos may exist for this station.
 OS0035
 OS0035.The dynamic height is computed by dividing the NAVD 88
 OS0035.geopotential number by the normal gravity value computed on the
 OS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0035.degrees latitude (g = 980.6199 gals.).
 OS0035
 OS0035.The modeled gravity was interpolated from observed gravity values.
 OS0035
 OS0035;                    North         East    Units  Estimated Accuracy
 OS0035;SPC SD S     -   165,600.      623,530.      MT  (+/- 180 meters Scaled)
 OS0035
 OS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP163528(NAD 83)
 OS0035
 OS0035                          SUPERSEDED SURVEY CONTROL
 OS0035
 OS0035  NGVD 29 (??/??/92)  564.871  (m)         1853.25   (f) ADJ UNCH    2 0
 OS0035
 OS0035.Superseded values are not recommended for survey control.
 OS0035
 OS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0035.See file dsdata.pdf to determine how the superseded data were derived.
 OS0035
 OS0035_MARKER: DB = BENCH MARK DISK
 OS0035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0035_SP_SET: CULVERT HEADWALL
 OS0035_STAMPING: F 299 1940
 OS0035_MARK LOGO: CGS
 OS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0035+STABILITY: SURFACE MOTION
 OS0035
 OS0035  HISTORY     - Date     Condition        Report By
 OS0035  HISTORY     - 1940     MONUMENTED       CGS
 OS0035
 OS0035                          STATION DESCRIPTION
 OS0035
 OS0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0035'6.7 MI SE FROM PRESHO.
 OS0035'6.7 MILES SOUTH-EAST OF THE C.M. ST. PAUL AND PACIFIC
 OS0035'RAILROAD STATION AT PRESHO, 13 FEET EAST OF THE CENTER-LINE OF
 OS0035'THE HIGHWAY, 0.3 MILES NORTH OF A SECTION-LINE ROAD, IN THE
 OS0035'CENTER OF THE EAST HEAD-WALL OF A CONCRETE CULVERT, 9 FEET SOUTH
 OS0035'OF A WHITE MARKER STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 OS0035'F-299 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0307 ***********************************************************************
 OR0307  DESIGNATION -  F 3
 OR0307  PID         -  OR0307
 OR0307  STATE/COUNTY-  SD/GREGORY
 OR0307  COUNTRY     -  US
 OR0307  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0307
 OR0307                         *CURRENT SURVEY CONTROL
 OR0307  ______________________________________________________________________
 OR0307* NAD 83(1986) POSITION- 43 01 28.     (N) 098 49 25.     (W)   SCALED
 OR0307* NAVD 88 ORTHO HEIGHT -   588.750 (meters)     1931.59  (feet) ADJUSTED
 OR0307  ______________________________________________________________________
 OR0307  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 OR0307  DYNAMIC HEIGHT  -        588.532 (meters)     1930.88  (feet) COMP
 OR0307  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 OR0307
 OR0307  VERT ORDER      -  FIRST     CLASS II
 OR0307
 OR0307.The horizontal coordinates were scaled from a map and have
 OR0307.an estimated accuracy of +/- 6 seconds.
 OR0307
 OR0307.The orthometric height was determined by differential leveling and
 OR0307.adjusted by the NATIONAL GEODETIC SURVEY
 OR0307.in June 1991.
 OR0307
 OR0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0307.GEOID18 height accuracy estimate available here.
 OR0307
 OR0307.Click photographs - Photos may exist for this station.
 OR0307
 OR0307.The dynamic height is computed by dividing the NAVD 88
 OR0307.geopotential number by the normal gravity value computed on the
 OR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0307.degrees latitude (g = 980.6199 gals.).
 OR0307
 OR0307.The modeled gravity was interpolated from observed gravity values.
 OR0307
 OR0307;                    North         East    Units  Estimated Accuracy
 OR0307;SPC SD S     -    77,900.      723,040.      MT  (+/- 180 meters Scaled)
 OR0307
 OR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN143635(NAD 83)
 OR0307
 OR0307                          SUPERSEDED SURVEY CONTROL
 OR0307
 OR0307  NGVD 29 (??/??/92)  588.431  (m)         1930.54   (f) ADJ UNCH    1 2
 OR0307
 OR0307.Superseded values are not recommended for survey control.
 OR0307
 OR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0307.See file dsdata.pdf to determine how the superseded data were derived.
 OR0307
 OR0307_MARKER: DD = SURVEY DISK
 OR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0307_STAMPING: F 3 1930.478
 OR0307_MARK LOGO: USACE
 OR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0307+STABILITY: SURFACE MOTION
 OR0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0307+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0307
 OR0307  HISTORY     - Date     Condition        Report By
 OR0307  HISTORY     - UNK      MONUMENTED       USACE
 OR0307  HISTORY     - 1946     GOOD             CGS
 OR0307  HISTORY     - 1949     GOOD             CGS
 OR0307  HISTORY     - 20130125 GOOD             INDIV
 OR0307
 OR0307                          STATION DESCRIPTION
 OR0307
 OR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0307'3.4 MI E FROM FAIRFAX.
 OR0307'TO REACH FROM THE POST OFFICE AT FAIRFAX, GO SOUTH 0.2 MILE ALONG
 OR0307'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0307'THENCE EAST 2.9 MILES ALONG STATE HIGHWAY NO. 54 TO SITE OF MARK,
 OR0307'BENCH MARK IS AT THE INTESECTION OF THE HIGHWAY AND A NORTH-SOUTH
 OR0307'DIRT ROAD, 36.0 FEET NORTH OF AND ABOUT 2.0 FEET HIGHER THAN THE
 OR0307'CENTER LINE OF THE HIGHWAY, 33.5 FEET EAST OF THE CENTER LINE
 OR0307'OF THE NORTH-SOUTH ROAD, 4.0 FEET NORTH OF A TELEPHONE POLE, 2.5
 OR0307'FEET NORTHEAST OF A FENCE CORNER AND 1.0 FOOT EAST OF A WHITE
 OR0307'2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 3 1930.478
 OR0307'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 OR0307'GROUND.
 OR0307
 OR0307                          STATION RECOVERY (1949)
 OR0307
 OR0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0307'RECOVERED IN GOOD CONDITION.
 OR0307
 OR0307                          STATION RECOVERY (2013)
 OR0307
 OR0307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0308 ***********************************************************************
 OR0308  DESIGNATION -  F 3 A
 OR0308  PID         -  OR0308
 OR0308  STATE/COUNTY-  SD/GREGORY
 OR0308  COUNTRY     -  US
 OR0308  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0308
 OR0308                         *CURRENT SURVEY CONTROL
 OR0308  ______________________________________________________________________
 OR0308* NAD 83(1986) POSITION- 43 01 28.     (N) 098 49 26.     (W)   SCALED
 OR0308* NAVD 88 ORTHO HEIGHT -   587.758 (meters)     1928.34  (feet) ADJUSTED
 OR0308  ______________________________________________________________________
 OR0308  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 OR0308  DYNAMIC HEIGHT  -        587.541 (meters)     1927.62  (feet) COMP
 OR0308  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 OR0308
 OR0308  VERT ORDER      -  FIRST     CLASS II
 OR0308
 OR0308.The horizontal coordinates were scaled from a map and have
 OR0308.an estimated accuracy of +/- 6 seconds.
 OR0308
 OR0308.The orthometric height was determined by differential leveling and
 OR0308.adjusted by the NATIONAL GEODETIC SURVEY
 OR0308.in June 1991.
 OR0308
 OR0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0308.GEOID18 height accuracy estimate available here.
 OR0308
 OR0308.Click photographs - Photos may exist for this station.
 OR0308
 OR0308.The dynamic height is computed by dividing the NAVD 88
 OR0308.geopotential number by the normal gravity value computed on the
 OR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0308.degrees latitude (g = 980.6199 gals.).
 OR0308
 OR0308.The modeled gravity was interpolated from observed gravity values.
 OR0308
 OR0308;                    North         East    Units  Estimated Accuracy
 OR0308;SPC SD S     -    77,900.      723,020.      MT  (+/- 180 meters Scaled)
 OR0308
 OR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN143635(NAD 83)
 OR0308
 OR0308                          SUPERSEDED SURVEY CONTROL
 OR0308
 OR0308  NGVD 29 (??/??/92)  587.439  (m)         1927.29   (f) ADJ UNCH    1 2
 OR0308
 OR0308.Superseded values are not recommended for survey control.
 OR0308
 OR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0308.See file dsdata.pdf to determine how the superseded data were derived.
 OR0308
 OR0308_MARKER: DD = SURVEY DISK
 OR0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0308_STAMPING: F3 A
 OR0308_MARK LOGO: USACE
 OR0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0308+STABILITY: SURFACE MOTION
 OR0308
 OR0308  HISTORY     - Date     Condition        Report By
 OR0308  HISTORY     - UNK      MONUMENTED       USACE
 OR0308  HISTORY     - 1949     GOOD             CGS
 OR0308  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0308
 OR0308                          STATION DESCRIPTION
 OR0308
 OR0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0308'3 MI E FROM FAIRFAX.
 OR0308'3.0 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF STATE
 OR0308'HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, AT A ROAD INTERSECTION,
 OR0308'85 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF
 OR0308'THE CENTER LINE OF A NORTH-SOUTH ROAD, 0.8 FOOT EAST OF THE WEST
 OR0308'RIGHT-OF-WAY FENCE, 2.2 FEET SOUTH OF A REFERENCE POST, AND SET
 OR0308'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 OR0308'GROUND.
 OR0308
 OR0308                          STATION RECOVERY (2013)
 OR0308
 OR0308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0179 ***********************************************************************
 QT0179  DESIGNATION -  F 3 B 1
 QT0179  PID         -  QT0179
 QT0179  STATE/COUNTY-  SD/MEADE
 QT0179  COUNTRY     -  US
 QT0179  USGS QUAD   -  CEDAR CANYON (2017)
 QT0179
 QT0179                         *CURRENT SURVEY CONTROL
 QT0179  ______________________________________________________________________
 QT0179* NAD 83(1986) POSITION- 45 01 44.     (N) 102 40 29.     (W)   SCALED
 QT0179* NAVD 88 ORTHO HEIGHT -   907.846 (meters)     2978.49  (feet) ADJUSTED
 QT0179  ______________________________________________________________________
 QT0179  GEOID HEIGHT    -        -17.838 (meters)                     GEOID18
 QT0179  DYNAMIC HEIGHT  -        907.643 (meters)     2977.83  (feet) COMP
 QT0179  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 QT0179
 QT0179  VERT ORDER      -  SECOND    CLASS 0
 QT0179
 QT0179.The horizontal coordinates were scaled from a map and have
 QT0179.an estimated accuracy of +/- 6 seconds.
 QT0179
 QT0179.The orthometric height was determined by differential leveling and
 QT0179.adjusted by the NATIONAL GEODETIC SURVEY
 QT0179.in June 1991.
 QT0179
 QT0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0179.GEOID18 height accuracy estimate available here.
 QT0179
 QT0179.Click photographs - Photos may exist for this station.
 QT0179
 QT0179.The dynamic height is computed by dividing the NAVD 88
 QT0179.geopotential number by the normal gravity value computed on the
 QT0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0179.degrees latitude (g = 980.6199 gals.).
 QT0179
 QT0179.The modeled gravity was interpolated from observed gravity values.
 QT0179
 QT0179;                    North         East    Units  Estimated Accuracy
 QT0179;SPC SD N     -   136,340.      389,260.      MT  (+/- 180 meters Scaled)
 QT0179
 QT0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK831887(NAD 83)
 QT0179
 QT0179                          SUPERSEDED SURVEY CONTROL
 QT0179
 QT0179  NGVD 29 (??/??/92)  907.37   (m)         2976.9    (f) COMPUTED    2 0
 QT0179
 QT0179.Superseded values are not recommended for survey control.
 QT0179
 QT0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0179.See file dsdata.pdf to determine how the superseded data were derived.
 QT0179
 QT0179_MARKER: Z = SEE DESCRIPTION
 QT0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QT0179_SP_SET: PIER
 QT0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0179
 QT0179  HISTORY     - Date     Condition        Report By
 QT0179  HISTORY     - UNK      MONUMENTED       USAF
 QT0179  HISTORY     - 1962     GOOD             CGS
 QT0179  HISTORY     - 19960425 MARK NOT FOUND   NGS
 QT0179
 QT0179                          STATION DESCRIPTION
 QT0179
 QT0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0179'4.5 MI W FROM MAURINE.
 QT0179'4.05 MILE WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0179'THENCE 0.4 MILE NORTH ALONG A GRADED ROAD, THENCE 0.05 MILE EAST
 QT0179'ACROSS COUNTRY, IN AN OPEN FIELD, CENTER OF TRIBRACH MOUNTED ON
 QT0179'THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET
 QT0179'ABOVE THE GROUND.
 QT0179
 QT0179                          STATION RECOVERY (1996)
 QT0179
 QT0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0179'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0257 ***********************************************************************
 QS0257  DESIGNATION -  F 30
 QS0257  PID         -  QS0257
 QS0257  STATE/COUNTY-  SD/DEWEY
 QS0257  COUNTRY     -  US
 QS0257  USGS QUAD   -  GLENCROSS (2017)
 QS0257
 QS0257                         *CURRENT SURVEY CONTROL
 QS0257  ______________________________________________________________________
 QS0257* NAD 83(1986) POSITION- 45 26 57.     (N) 100 57 51.     (W)   SCALED
 QS0257* NAVD 88 ORTHO HEIGHT -   660.709 (meters)     2167.68  (feet) ADJUSTED
 QS0257  ______________________________________________________________________
 QS0257  GEOID HEIGHT    -        -21.298 (meters)                     GEOID18
 QS0257  DYNAMIC HEIGHT  -        660.619 (meters)     2167.38  (feet) COMP
 QS0257  MODELED GRAVITY -    980,458.3   (mgal)                       NAVD 88
 QS0257
 QS0257  VERT ORDER      -  FIRST     CLASS II
 QS0257
 QS0257.The horizontal coordinates were scaled from a map and have
 QS0257.an estimated accuracy of +/- 6 seconds.
 QS0257
 QS0257.The orthometric height was determined by differential leveling and
 QS0257.adjusted by the NATIONAL GEODETIC SURVEY
 QS0257.in June 1991.
 QS0257
 QS0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0257.GEOID18 height accuracy estimate available here.
 QS0257
 QS0257.Click photographs - Photos may exist for this station.
 QS0257
 QS0257.The dynamic height is computed by dividing the NAVD 88
 QS0257.geopotential number by the normal gravity value computed on the
 QS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0257.degrees latitude (g = 980.6199 gals.).
 QS0257
 QS0257.The modeled gravity was interpolated from observed gravity values.
 QS0257
 QS0257;                    North         East    Units  Estimated Accuracy
 QS0257;SPC SD N     -   180,010.      524,580.      MT  (+/- 180 meters Scaled)
 QS0257
 QS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR464347(NAD 83)
 QS0257
 QS0257                          SUPERSEDED SURVEY CONTROL
 QS0257
 QS0257  NGVD 29 (??/??/92)  660.281  (m)         2166.27   (f) ADJ UNCH    1 2
 QS0257
 QS0257.Superseded values are not recommended for survey control.
 QS0257
 QS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0257.See file dsdata.pdf to determine how the superseded data were derived.
 QS0257
 QS0257_MARKER: DB = BENCH MARK DISK
 QS0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0257_STAMPING: F 30 1934
 QS0257_MARK LOGO: CGS
 QS0257_PROJECTION: FLUSH
 QS0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0257+STABILITY: SURFACE MOTION
 QS0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0257+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0257
 QS0257  HISTORY     - Date     Condition        Report By
 QS0257  HISTORY     - 1934     MONUMENTED       CGS
 QS0257  HISTORY     - 19990623 GOOD             NGS
 QS0257
 QS0257                          STATION DESCRIPTION
 QS0257
 QS0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0257'1.7 MI W FROM GLENCROSS.
 QS0257'ABOUT 1.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0257'PACIFIC RAILROAD FROM GLENCROSS, DEWEY COUNTY, ABOUT 55 YARDS
 QS0257'NORTHWEST OF MILEPOST 34, ABOUT 80 YARDS EAST OF A CAST-IRON
 QS0257'PIPE CULVERT, 48 FEET WEST OF A T-FENCE LEADING NORTH, AND 52
 QS0257'FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 QS0257'STAMPED F 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0257
 QS0257                          STATION RECOVERY (1999)
 QS0257
 QS0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0257'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QS0257'TIMBER LAKE, THENCE 11.4 KM (7.10 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QS0257'THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG A DRIVEWAY THROUGH THE YARD OF
 QS0257'CAROL LIPP AND THEN ALONG A TRACK ROAD TO THE SECOND GATE, THENCE 1.0
 QS0257'KM (0.60 MI) SOUTHEASTERLY ACROSS A PASTURE, 14.8 M (48.6 FT) NORTH OF
 QS0257'THE CENTER OF A RAILROAD GRADE (TRACK REMOVED), 1.8 M (5.9 FT)
 QS0257'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PASTURE, 1.2 M (3.9 FT) SOUTH
 QS0257'OF A FENCE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE GRADE, AND THE
 QS0257'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QS0257'PROPERTY OWNED BY AL YUCKER, BOX 72, GLENCROSS, SD 57630.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0488 ***********************************************************************
 OR0488  DESIGNATION -  F 300
 OR0488  PID         -  OR0488
 OR0488  STATE/COUNTY-  SD/BRULE
 OR0488  COUNTRY     -  US
 OR0488  USGS QUAD   -  RED LAKE WEST (2017)
 OR0488
 OR0488                         *CURRENT SURVEY CONTROL
 OR0488  ______________________________________________________________________
 OR0488* NAD 83(1986) POSITION- 43 43 54.     (N) 099 18 43.     (W)   SCALED
 OR0488* NAVD 88 ORTHO HEIGHT -   514.633 (meters)     1688.43  (feet) ADJUSTED
 OR0488  ______________________________________________________________________
 OR0488  GEOID HEIGHT    -        -25.777 (meters)                     GEOID18
 OR0488  DYNAMIC HEIGHT  -        514.488 (meters)     1687.95  (feet) COMP
 OR0488  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 OR0488
 OR0488  VERT ORDER      -  SECOND    CLASS 0
 OR0488
 OR0488.The horizontal coordinates were scaled from a map and have
 OR0488.an estimated accuracy of +/- 6 seconds.
 OR0488
 OR0488.The orthometric height was determined by differential leveling and
 OR0488.adjusted by the NATIONAL GEODETIC SURVEY
 OR0488.in June 1991.
 OR0488
 OR0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0488.GEOID18 height accuracy estimate available here.
 OR0488
 OR0488.Click photographs - Photos may exist for this station.
 OR0488
 OR0488.The dynamic height is computed by dividing the NAVD 88
 OR0488.geopotential number by the normal gravity value computed on the
 OR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0488.degrees latitude (g = 980.6199 gals.).
 OR0488
 OR0488.The modeled gravity was interpolated from observed gravity values.
 OR0488
 OR0488;                    North         East    Units  Estimated Accuracy
 OR0488;SPC SD S     -   155,850.      682,280.      MT  (+/- 180 meters Scaled)
 OR0488
 OR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748421(NAD 83)
 OR0488
 OR0488                          SUPERSEDED SURVEY CONTROL
 OR0488
 OR0488  NGVD 29 (??/??/92)  514.290  (m)         1687.30   (f) ADJ UNCH    2 0
 OR0488
 OR0488.Superseded values are not recommended for survey control.
 OR0488
 OR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0488.See file dsdata.pdf to determine how the superseded data were derived.
 OR0488
 OR0488_MARKER: DB = BENCH MARK DISK
 OR0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0488_STAMPING: F 300 1945
 OR0488_MARK LOGO: CGS
 OR0488_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0488+STABILITY: SURFACE MOTION
 OR0488
 OR0488  HISTORY     - Date     Condition        Report By
 OR0488  HISTORY     - 1945     MONUMENTED       CGS
 OR0488  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0488
 OR0488                          STATION DESCRIPTION
 OR0488
 OR0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0488'5.9 MI SE FROM CHAMBERLAIN.
 OR0488'5.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0488'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0488'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0488'THENCE 3.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0488'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 32 FEET NORTH OF THE
 OR0488'CENTER LINE OF THE DIRT ROAD, 31 FEET WEST OF THE CENTER LINE OF
 OR0488'THE GRAVEL ROAD, 2 FEET EAST OF A FENCE CORNER, 4 FEET SOUTH OF
 OR0488'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 OR0488'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0488'6 INCHES ABOVE GROUND.
 OR0488
 OR0488                          STATION RECOVERY (1974)
 OR0488
 OR0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0682 ***********************************************************************
 OR0682  DESIGNATION -  F 301
 OR0682  PID         -  OR0682
 OR0682  STATE/COUNTY-  SD/CHARLES MIX
 OR0682  COUNTRY     -  US
 OR0682  USGS QUAD   -  LUCAS NW (2017)
 OR0682
 OR0682                         *CURRENT SURVEY CONTROL
 OR0682  ______________________________________________________________________
 OR0682* NAD 83(1986) POSITION- 43 28 43.     (N) 099 08 28.     (W)   SCALED
 OR0682* NAVD 88 ORTHO HEIGHT -   529.482 (meters)     1737.14  (feet) ADJUSTED
 OR0682  ______________________________________________________________________
 OR0682  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 OR0682  DYNAMIC HEIGHT  -        529.306 (meters)     1736.56  (feet) COMP
 OR0682  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OR0682
 OR0682  VERT ORDER      -  SECOND    CLASS 0
 OR0682
 OR0682.The horizontal coordinates were scaled from a map and have
 OR0682.an estimated accuracy of +/- 6 seconds.
 OR0682
 OR0682.The orthometric height was determined by differential leveling and
 OR0682.adjusted by the NATIONAL GEODETIC SURVEY
 OR0682.in June 1991.
 OR0682
 OR0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0682.GEOID18 height accuracy estimate available here.
 OR0682
 OR0682.Click photographs - Photos may exist for this station.
 OR0682
 OR0682.The dynamic height is computed by dividing the NAVD 88
 OR0682.geopotential number by the normal gravity value computed on the
 OR0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0682.degrees latitude (g = 980.6199 gals.).
 OR0682
 OR0682.The modeled gravity was interpolated from observed gravity values.
 OR0682
 OR0682;                    North         East    Units  Estimated Accuracy
 OR0682;SPC SD S     -   127,920.      696,450.      MT  (+/- 180 meters Scaled)
 OR0682
 OR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP885139(NAD 83)
 OR0682
 OR0682                          SUPERSEDED SURVEY CONTROL
 OR0682
 OR0682  NGVD 29 (??/??/92)  529.128  (m)         1735.98   (f) ADJ UNCH    2 0
 OR0682
 OR0682.Superseded values are not recommended for survey control.
 OR0682
 OR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0682.See file dsdata.pdf to determine how the superseded data were derived.
 OR0682
 OR0682_MARKER: DB = BENCH MARK DISK
 OR0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0682_STAMPING: F 301 1945
 OR0682_MARK LOGO: CGS
 OR0682_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0682+STABILITY: SURFACE MOTION
 OR0682
 OR0682  HISTORY     - Date     Condition        Report By
 OR0682  HISTORY     - 1945     MONUMENTED       CGS
 OR0682  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0682
 OR0682                          STATION DESCRIPTION
 OR0682
 OR0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0682'4.6 MI NW FROM ACADEMY.
 OR0682'4.6 MILES NORTHWEST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0682'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0682'THENCE 3.0 MILES WEST ALNG A GRAVEL ROAD, AND THENCE 1.5 MILES
 OR0682'NORTH ALONG A GRADED DIRT ROAD.  IT IS 66 FEET NORTHWEST OF THE
 OR0682'NORTHWEST CORNER OF A WINDMILL, 58 FEET NORTH OF AN EAST-AND-WEST
 OR0682'FENCE LINE, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 OR0682'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN
 OR0682'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OR0682'INCHES ABOVE GROUND.
 OR0682
 OR0682                          STATION RECOVERY (1971)
 OR0682
 OR0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0682'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0448 ***********************************************************************
 OR0448  DESIGNATION -  F 302
 OR0448  PID         -  OR0448
 OR0448  STATE/COUNTY-  SD/LYMAN
 OR0448  COUNTRY     -  US
 OR0448  USGS QUAD   -  OACOMA (2017)
 OR0448
 OR0448                         *CURRENT SURVEY CONTROL
 OR0448  ______________________________________________________________________
 OR0448* NAD 83(1986) POSITION- 43 47 42.31   (N) 099 24 36.11   (W)   HD_HELD1
 OR0448* NAVD 88 ORTHO HEIGHT -   414.906 (meters)     1361.24  (feet) ADJUSTED
 OR0448  ______________________________________________________________________
 OR0448  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 OR0448  DYNAMIC HEIGHT  -        414.801 (meters)     1360.89  (feet) COMP
 OR0448  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 OR0448
 OR0448  VERT ORDER      -  SECOND    CLASS 0
 OR0448
 OR0448.The horizontal coordinates were determined by differentially corrected
 OR0448.hand held GPS observations or other comparable positioning techniques
 OR0448.and have an estimated accuracy of +/- 3 meters.
 OR0448
 OR0448.The orthometric height was determined by differential leveling and
 OR0448.adjusted by the NATIONAL GEODETIC SURVEY
 OR0448.in June 1991.
 OR0448
 OR0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0448.GEOID18 height accuracy estimate available here.
 OR0448
 OR0448.Click photographs - Photos may exist for this station.
 OR0448
 OR0448.The dynamic height is computed by dividing the NAVD 88
 OR0448.geopotential number by the normal gravity value computed on the
 OR0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0448.degrees latitude (g = 980.6199 gals.).
 OR0448
 OR0448.The modeled gravity was interpolated from observed gravity values.
 OR0448
 OR0448;                    North         East    Units  Estimated Accuracy
 OR0448;SPC SD S     -   162,801.7     674,300.9     MT  (+/- 3 meters HH1 GPS) 
 OR0448
 OR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6701349195(NAD 83)
 OR0448
 OR0448                          SUPERSEDED SURVEY CONTROL
 OR0448
 OR0448  NGVD 29 (??/??/92)  414.582  (m)         1360.17   (f) ADJ UNCH    2 0
 OR0448
 OR0448.Superseded values are not recommended for survey control.
 OR0448
 OR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0448.See file dsdata.pdf to determine how the superseded data were derived.
 OR0448
 OR0448_MARKER: DB = BENCH MARK DISK
 OR0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0448_STAMPING: F 302 1945
 OR0448_MARK LOGO: CGS
 OR0448_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0448+STABILITY: SURFACE MOTION
 OR0448
 OR0448  HISTORY     - Date     Condition        Report By
 OR0448  HISTORY     - 1945     MONUMENTED       CGS
 OR0448
 OR0448                          STATION DESCRIPTION
 OR0448
 OR0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0448'0.8 MI W FROM OACOMA.
 OR0448'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0448'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0448'AT OACOMA, LYMAN COUNTY, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY
 OR0448'47, AT THE CENTER OF THE SOUTH SIDE OF THE TRIANGLE AT THE
 OR0448'HIGHWAY JUNCTION, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OR0448'11 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A FENCE, 1-1/2 FEET
 OR0448'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 OR0448'THE HIGHWAY.  A STANDARD DISK, STAMPED F 302 1945 AND SET IN THE
 OR0448'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0630 ***********************************************************************
 OR0630  DESIGNATION -  F 303
 OR0630  PID         -  OR0630
 OR0630  STATE/COUNTY-  SD/GREGORY
 OR0630  COUNTRY     -  US
 OR0630  USGS QUAD   -  DIXON SW (2017)
 OR0630
 OR0630                         *CURRENT SURVEY CONTROL
 OR0630  ______________________________________________________________________
 OR0630* NAD 83(1986) POSITION- 43 17 04.     (N) 099 26 08.     (W)   SCALED
 OR0630* NAVD 88 ORTHO HEIGHT -   652.323 (meters)     2140.16  (feet) ADJUSTED
 OR0630  ______________________________________________________________________
 OR0630  GEOID HEIGHT    -        -25.793 (meters)                     GEOID18
 OR0630  DYNAMIC HEIGHT  -        652.078 (meters)     2139.36  (feet) COMP
 OR0630  MODELED GRAVITY -    980,223.8   (mgal)                       NAVD 88
 OR0630
 OR0630  VERT ORDER      -  SECOND    CLASS 0
 OR0630
 OR0630.The horizontal coordinates were scaled from a map and have
 OR0630.an estimated accuracy of +/- 6 seconds.
 OR0630
 OR0630.The orthometric height was determined by differential leveling and
 OR0630.adjusted by the NATIONAL GEODETIC SURVEY
 OR0630.in June 1991.
 OR0630
 OR0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0630.GEOID18 height accuracy estimate available here.
 OR0630
 OR0630.Click photographs - Photos may exist for this station.
 OR0630
 OR0630.The dynamic height is computed by dividing the NAVD 88
 OR0630.geopotential number by the normal gravity value computed on the
 OR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0630.degrees latitude (g = 980.6199 gals.).
 OR0630
 OR0630.The modeled gravity was interpolated from observed gravity values.
 OR0630
 OR0630;                    North         East    Units  Estimated Accuracy
 OR0630;SPC SD S     -   106,050.      672,860.      MT  (+/- 180 meters Scaled)
 OR0630
 OR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN646924(NAD 83)
 OR0630
 OR0630                          SUPERSEDED SURVEY CONTROL
 OR0630
 OR0630  NGVD 29 (??/??/92)  651.99   (m)         2139.1    (f) COMPUTED    2 0
 OR0630
 OR0630.Superseded values are not recommended for survey control.
 OR0630
 OR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0630.See file dsdata.pdf to determine how the superseded data were derived.
 OR0630
 OR0630_MARKER: DB = BENCH MARK DISK
 OR0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0630_STAMPING: F 303 1945
 OR0630_MARK LOGO: CGS
 OR0630_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0630+STABILITY: SURFACE MOTION
 OR0630
 OR0630  HISTORY     - Date     Condition        Report By
 OR0630  HISTORY     - 1945     MONUMENTED       CGS
 OR0630
 OR0630                          STATION DESCRIPTION
 OR0630
 OR0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0630'3.8 MI N FROM GREGORY.
 OR0630'TO REACH FROM THE POST OFFICE AT GREGORY GO WEST 0.2 MILE,
 OR0630'THENCE NORTH 3.6 MILES ALONG STATE HIGHWAY NO. 47 TO SITE OF
 OR0630'MARK, BENCH MARK IS AT THE INTERSECTION OF THE HIGHWAY AND AN
 OR0630'EAST-WEST DIRT ROAD, 32.0 FEET WEST OF AND ABOUT 2.0 FEET LOWER
 OR0630'THAN THE CENTER LINE OF THE HIGHWAY, 71.0 FEET SOUTH OF THE
 OR0630'CENTER LINE OF THE EAST-WEST ROAD, 39.0 FEET SOUTH OF A FENCE
 OR0630'CORNER, 1.5 FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4
 OR0630'MARKER POST.  A BRONZE DISK STAMPED F 303 1945 SET IN THE TOP
 OR0630'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0631 ***********************************************************************
 OR0631  DESIGNATION -  F 303 RESET
 OR0631  PID         -  OR0631
 OR0631  STATE/COUNTY-  SD/GREGORY
 OR0631  COUNTRY     -  US
 OR0631  USGS QUAD   -  DIXON SW (2017)
 OR0631
 OR0631                         *CURRENT SURVEY CONTROL
 OR0631  ______________________________________________________________________
 OR0631* NAD 83(1986) POSITION- 43 17 04.     (N) 099 26 08.     (W)   SCALED
 OR0631* NAVD 88 ORTHO HEIGHT -   649.62  (+/-2cm)     2131.3   (feet) VERTCON3
 OR0631  ______________________________________________________________________
 OR0631  GEOID HEIGHT    -        -25.793 (meters)                     GEOID18
 OR0631  VERT ORDER      -  THIRD (See Below)
 OR0631
 OR0631.The horizontal coordinates were scaled from a map and have
 OR0631.an estimated accuracy of +/- 6 seconds.
 OR0631
 OR0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0631
 OR0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0631.GEOID18 height accuracy estimate available here.
 OR0631
 OR0631.The vertical order pertains to the NGVD 29 superseded value.
 OR0631
 OR0631.Click photographs - Photos may exist for this station.
 OR0631
 OR0631;                    North         East    Units  Estimated Accuracy
 OR0631;SPC SD S     -   106,050.      672,860.      MT  (+/- 180 meters Scaled)
 OR0631
 OR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN646924(NAD 83)
 OR0631
 OR0631                          SUPERSEDED SURVEY CONTROL
 OR0631
 OR0631  NGVD 29 (??/??/??)  649.29   (m)         2130.2    (f) RESET       3  
 OR0631
 OR0631.Superseded values are not recommended for survey control.
 OR0631
 OR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0631.See file dsdata.pdf to determine how the superseded data were derived.
 OR0631
 OR0631_MARKER: DB = BENCH MARK DISK
 OR0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0631_STAMPING: F 303 RESET 1958
 OR0631_MARK LOGO: CGS
 OR0631_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0631+STABILITY: SURFACE MOTION
 OR0631
 OR0631  HISTORY     - Date     Condition        Report By
 OR0631  HISTORY     - 1958     MONUMENTED       CGS
 OR0631
 OR0631                          STATION DESCRIPTION
 OR0631
 OR0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0631'4 MI N FROM GREGORY.
 OR0631'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0631'WITH U.S. HIGHWAY 18 AT GREGORY, GREGORY COUNTY, IN THE SOUTHWEST
 OR0631'ANGLE OF CROSSROADS, 110 FEET WEST OF THE CENTERLINE OF THE
 OR0631'HIGHWAY, ON THE SOUTH EDGE OF TEH EAST-WEST ROAD AND 1/2 FOOT
 OR0631'NORTH OF AN EAST-WEST FENCE LINE.  A STANDARD DISK, STAMPED
 OR0631'F 303 RESET 1958 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0631'ABOUT 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0154 ***********************************************************************
 QS0154  DESIGNATION -  F 304
 QS0154  PID         -  QS0154
 QS0154  STATE/COUNTY-  SD/DEWEY
 QS0154  COUNTRY     -  US
 QS0154  USGS QUAD   -  MOREAU NW (2017)
 QS0154
 QS0154                         *CURRENT SURVEY CONTROL
 QS0154  ______________________________________________________________________
 QS0154* NAD 83(1986) POSITION- 45 25 21.     (N) 100 28 42.     (W)   SCALED
 QS0154* NAVD 88 ORTHO HEIGHT -   570.627 (meters)     1872.13  (feet) ADJUSTED
 QS0154  ______________________________________________________________________
 QS0154  GEOID HEIGHT    -        -21.814 (meters)                     GEOID18
 QS0154  DYNAMIC HEIGHT  -        570.575 (meters)     1871.96  (feet) COMP
 QS0154  MODELED GRAVITY -    980,506.7   (mgal)                       NAVD 88
 QS0154
 QS0154  VERT ORDER      -  SECOND    CLASS 0
 QS0154
 QS0154.The horizontal coordinates were scaled from a map and have
 QS0154.an estimated accuracy of +/- 6 seconds.
 QS0154
 QS0154.The orthometric height was determined by differential leveling and
 QS0154.adjusted by the NATIONAL GEODETIC SURVEY
 QS0154.in June 1991.
 QS0154
 QS0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0154.GEOID18 height accuracy estimate available here.
 QS0154
 QS0154.Click photographs - Photos may exist for this station.
 QS0154
 QS0154.The dynamic height is computed by dividing the NAVD 88
 QS0154.geopotential number by the normal gravity value computed on the
 QS0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0154.degrees latitude (g = 980.6199 gals.).
 QS0154
 QS0154.The modeled gravity was interpolated from observed gravity values.
 QS0154
 QS0154;                    North         East    Units  Estimated Accuracy
 QS0154;SPC SD N     -   176,710.      562,570.      MT  (+/- 180 meters Scaled)
 QS0154
 QS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR843309(NAD 83)
 QS0154
 QS0154                          SUPERSEDED SURVEY CONTROL
 QS0154
 QS0154  NGVD 29 (??/??/92)  570.268  (m)         1870.95   (f) ADJ UNCH    2 0
 QS0154
 QS0154.Superseded values are not recommended for survey control.
 QS0154
 QS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0154.See file dsdata.pdf to determine how the superseded data were derived.
 QS0154
 QS0154_MARKER: DB = BENCH MARK DISK
 QS0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0154_STAMPING: F 304 1945
 QS0154_MARK LOGO: CGS
 QS0154_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0154+STABILITY: SURFACE MOTION
 QS0154
 QS0154  HISTORY     - Date     Condition        Report By
 QS0154  HISTORY     - 1945     MONUMENTED       CGS
 QS0154
 QS0154                          STATION DESCRIPTION
 QS0154
 QS0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0154'10.8 MI SW FROM MOBRIDGE.
 QS0154'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0154'THENCE WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0154'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 5.6
 QS0154'MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ON
 QS0154'TOP OF A HILL ABOUT 150 YARDS SOUTH OF A CURVE IN ROAD, 53.0
 QS0154'FEET EAST OF AND ABOUT LEVEL WITH CENTERLINE OF ROAD, 1.0 FOOT
 QS0154'NORTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED F 304 1945
 QS0154'IS SET IN TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 QS0154'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0178 ***********************************************************************
 QS0178  DESIGNATION -  F 305
 QS0178  PID         -  QS0178
 QS0178  STATE/COUNTY-  SD/DEWEY
 QS0178  COUNTRY     -  US
 QS0178  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0178
 QS0178                         *CURRENT SURVEY CONTROL
 QS0178  ______________________________________________________________________
 QS0178* NAD 83(1986) POSITION- 45 09 15.89   (N) 100 17 28.53   (W)   HD_HELD1
 QS0178* NAVD 88 ORTHO HEIGHT -   470.761 (meters)     1544.49  (feet) ADJUSTED
 QS0178  ______________________________________________________________________
 QS0178  GEOID HEIGHT    -        -22.276 (meters)                     GEOID18
 QS0178  DYNAMIC HEIGHT  -        470.703 (meters)     1544.30  (feet) COMP
 QS0178  MODELED GRAVITY -    980,479.0   (mgal)                       NAVD 88
 QS0178
 QS0178  VERT ORDER      -  SECOND    CLASS 0
 QS0178
 QS0178.The horizontal coordinates were determined by differentially corrected
 QS0178.hand held GPS observations or other comparable positioning techniques
 QS0178.and have an estimated accuracy of +/- 3 meters.
 QS0178
 QS0178.The orthometric height was determined by differential leveling and
 QS0178.adjusted by the NATIONAL GEODETIC SURVEY
 QS0178.in June 1991.
 QS0178
 QS0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0178.GEOID18 height accuracy estimate available here.
 QS0178
 QS0178.Click photographs - Photos may exist for this station.
 QS0178
 QS0178.The dynamic height is computed by dividing the NAVD 88
 QS0178.geopotential number by the normal gravity value computed on the
 QS0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0178.degrees latitude (g = 980.6199 gals.).
 QS0178
 QS0178.The modeled gravity was interpolated from observed gravity values.
 QS0178
 QS0178;                    North         East    Units  Estimated Accuracy
 QS0178;SPC SD N     -   146,843.3     577,098.4     MT  (+/- 3 meters HH1 GPS) 
 QS0178
 QS0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9850200915(NAD 83)
 QS0178
 QS0178                          SUPERSEDED SURVEY CONTROL
 QS0178
 QS0178  NGVD 29 (??/??/92)  470.395  (m)         1543.29   (f) ADJ UNCH    2 0
 QS0178
 QS0178.Superseded values are not recommended for survey control.
 QS0178
 QS0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0178.See file dsdata.pdf to determine how the superseded data were derived.
 QS0178
 QS0178_MARKER: DB = BENCH MARK DISK
 QS0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0178_STAMPING: F 305 1945
 QS0178_MARK LOGO: CGS
 QS0178_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0178+STABILITY: SURFACE MOTION
 QS0178
 QS0178  HISTORY     - Date     Condition        Report By
 QS0178  HISTORY     - 1945     MONUMENTED       CGS
 QS0178
 QS0178                          STATION DESCRIPTION
 QS0178
 QS0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0178'12.5 MI NW FROM CHEYENNE AGENCY.
 QS0178'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0178'WESTERLY 12.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0178'MARK IS 89.0 FEET NORTHWEST OF THE NORTH END OF GUARD RAIL FENCE
 QS0178'ON WEST SIDE OF ROAD, 50.0 FEET WEST OF AND ABOUT 3.0 FEET HIGHER
 QS0178'THAN CENTERLINE OF ROAD, 56.0 FEET NORTH OF A TELEPHONE POLE,
 QS0178'1.5 FEET SOUTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED F
 QS0178'305 1945 IS SET IN TOP OF CONCRETE POST WHICH PROJECTS 4 INCHES
 QS0178'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0133 ***********************************************************************
 QS0133  DESIGNATION -  F 306
 QS0133  PID         -  QS0133
 QS0133  STATE/COUNTY-  SD/CORSON
 QS0133  COUNTRY     -  US
 QS0133  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0133
 QS0133                         *CURRENT SURVEY CONTROL
 QS0133  ______________________________________________________________________
 QS0133* NAD 83(1986) POSITION- 45 43 06.95   (N) 100 29 00.56   (W)   HD_HELD1
 QS0133* NAVD 88 ORTHO HEIGHT -   559.600 (meters)     1835.95  (feet) ADJUSTED
 QS0133  ______________________________________________________________________
 QS0133  GEOID HEIGHT    -        -21.656 (meters)                     GEOID18
 QS0133  DYNAMIC HEIGHT  -        559.553 (meters)     1835.80  (feet) COMP
 QS0133  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 QS0133
 QS0133  VERT ORDER      -  FIRST     CLASS II
 QS0133
 QS0133.The horizontal coordinates were determined by differentially corrected
 QS0133.hand held GPS observations or other comparable positioning techniques
 QS0133.and have an estimated accuracy of +/- 3 meters.
 QS0133
 QS0133.The orthometric height was determined by differential leveling and
 QS0133.adjusted by the NATIONAL GEODETIC SURVEY
 QS0133.in June 1991.
 QS0133
 QS0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0133.GEOID18 height accuracy estimate available here.
 QS0133
 QS0133.Click photographs - Photos may exist for this station.
 QS0133
 QS0133.The dynamic height is computed by dividing the NAVD 88
 QS0133.geopotential number by the normal gravity value computed on the
 QS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0133.degrees latitude (g = 980.6199 gals.).
 QS0133
 QS0133.The modeled gravity was interpolated from observed gravity values.
 QS0133
 QS0133;                    North         East    Units  Estimated Accuracy
 QS0133;SPC SD N     -   209,615.9     562,357.9     MT  (+/- 3 meters HH1 GPS) 
 QS0133
 QS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8454963852(NAD 83)
 QS0133
 QS0133                          SUPERSEDED SURVEY CONTROL
 QS0133
 QS0133  NGVD 29 (??/??/92)  559.211  (m)         1834.68   (f) ADJ UNCH    1 2
 QS0133
 QS0133.Superseded values are not recommended for survey control.
 QS0133
 QS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0133.See file dsdata.pdf to determine how the superseded data were derived.
 QS0133
 QS0133_MARKER: DB = BENCH MARK DISK
 QS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0133_STAMPING: F 306 1945
 QS0133_MARK LOGO: CGS
 QS0133_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0133+STABILITY: SURFACE MOTION
 QS0133
 QS0133  HISTORY     - Date     Condition        Report By
 QS0133  HISTORY     - 1945     MONUMENTED       CGS
 QS0133  HISTORY     - 1949     GOOD             CGS
 QS0133
 QS0133                          STATION DESCRIPTION
 QS0133
 QS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0133'6.5 MI NE FROM WAKPALA.
 QS0133'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0133'ALONG A GRAVELED ROAD, THENCE NORTH 4.0 MILES ALONG A GRADED
 QS0133'DIRT ROAD TO SITE OF MARK, BENCH MARK IS 34.7 FEET EAST OF AND
 QS0133'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHEAST
 QS0133'OF THE SOUTH END OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE AND
 QS0133'1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED F
 QS0133'306 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 QS0133'INCHES ABOVE GROUND.
 QS0133
 QS0133                          STATION RECOVERY (1949)
 QS0133
 QS0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0355 ***********************************************************************
 QS0355  DESIGNATION -  F 307
 QS0355  PID         -  QS0355
 QS0355  STATE/COUNTY-  SD/CORSON
 QS0355  COUNTRY     -  US
 QS0355  USGS QUAD   -  WAKPALA (2017)
 QS0355
 QS0355                         *CURRENT SURVEY CONTROL
 QS0355  ______________________________________________________________________
 QS0355* NAD 83(1986) POSITION- 45 40 05.     (N) 100 32 17.     (W)   SCALED
 QS0355* NAVD 88 ORTHO HEIGHT -   504.036 (meters)     1653.66  (feet) ADJUSTED
 QS0355  ______________________________________________________________________
 QS0355  GEOID HEIGHT    -        -21.585 (meters)                     GEOID18
 QS0355  DYNAMIC HEIGHT  -        503.997 (meters)     1653.53  (feet) COMP
 QS0355  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 QS0355
 QS0355  VERT ORDER      -  SECOND    CLASS 0
 QS0355
 QS0355.The horizontal coordinates were scaled from a map and have
 QS0355.an estimated accuracy of +/- 6 seconds.
 QS0355
 QS0355.The orthometric height was determined by differential leveling and
 QS0355.adjusted by the NATIONAL GEODETIC SURVEY
 QS0355.in June 1991.
 QS0355
 QS0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0355.GEOID18 height accuracy estimate available here.
 QS0355
 QS0355.Click photographs - Photos may exist for this station.
 QS0355
 QS0355.The dynamic height is computed by dividing the NAVD 88
 QS0355.geopotential number by the normal gravity value computed on the
 QS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0355.degrees latitude (g = 980.6199 gals.).
 QS0355
 QS0355.The modeled gravity was interpolated from observed gravity values.
 QS0355
 QS0355;                    North         East    Units  Estimated Accuracy
 QS0355;SPC SD N     -   204,030.      558,070.      MT  (+/- 180 meters Scaled)
 QS0355
 QS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR801583(NAD 83)
 QS0355
 QS0355                          SUPERSEDED SURVEY CONTROL
 QS0355
 QS0355  NGVD 29 (??/??/92)  503.664  (m)         1652.44   (f) ADJ UNCH    2 0
 QS0355
 QS0355.Superseded values are not recommended for survey control.
 QS0355
 QS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0355.See file dsdata.pdf to determine how the superseded data were derived.
 QS0355
 QS0355_MARKER: DB = BENCH MARK DISK
 QS0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0355_STAMPING: F 307 1945
 QS0355_MARK LOGO: CGS
 QS0355_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0355+STABILITY: SURFACE MOTION
 QS0355
 QS0355  HISTORY     - Date     Condition        Report By
 QS0355  HISTORY     - 1945     MONUMENTED       CGS
 QS0355
 QS0355                          STATION DESCRIPTION
 QS0355
 QS0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0355'0.7 MI NW FROM WAKPALA.
 QS0355'0.7 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0355'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, CORSON COUNTY,
 QS0355'200 YARDS SOUTH OF A SWITCH, 98 FEET SOUTHWEST OF THE CENTER
 QS0355'LINE OF THE TRACK, 8 FEET NORTH OF A FENCE CORNER, 3 FEET EAST
 QS0355'OF THE FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND
 QS0355'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 307 1945
 QS0355'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 QS0355'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0209 ***********************************************************************
 QS0209  DESIGNATION -  F 308
 QS0209  PID         -  QS0209
 QS0209  STATE/COUNTY-  SD/POTTER
 QS0209  COUNTRY     -  US
 QS0209  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0209
 QS0209                         *CURRENT SURVEY CONTROL
 QS0209  ______________________________________________________________________
 QS0209* NAD 83(1986) POSITION- 45 00 50.     (N) 100 06 54.     (W)   SCALED
 QS0209* NAVD 88 ORTHO HEIGHT -   592.534 (meters)     1944.01  (feet) ADJUSTED
 QS0209  ______________________________________________________________________
 QS0209  GEOID HEIGHT    -        -22.521 (meters)                     GEOID18
 QS0209  DYNAMIC HEIGHT  -        592.443 (meters)     1943.71  (feet) COMP
 QS0209  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 QS0209
 QS0209  VERT ORDER      -  SECOND    CLASS 0
 QS0209
 QS0209.The horizontal coordinates were scaled from a map and have
 QS0209.an estimated accuracy of +/- 6 seconds.
 QS0209
 QS0209.The orthometric height was determined by differential leveling and
 QS0209.adjusted by the NATIONAL GEODETIC SURVEY
 QS0209.in June 1991.
 QS0209
 QS0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0209.GEOID18 height accuracy estimate available here.
 QS0209
 QS0209.Click photographs - Photos may exist for this station.
 QS0209
 QS0209.The dynamic height is computed by dividing the NAVD 88
 QS0209.geopotential number by the normal gravity value computed on the
 QS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0209.degrees latitude (g = 980.6199 gals.).
 QS0209
 QS0209.The modeled gravity was interpolated from observed gravity values.
 QS0209
 QS0209;                    North         East    Units  Estimated Accuracy
 QS0209;SPC SD N     -   131,190.      590,940.      MT  (+/- 180 meters Scaled)
 QS0209
 QS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ121850(NAD 83)
 QS0209
 QS0209                          SUPERSEDED SURVEY CONTROL
 QS0209
 QS0209  NGVD 29 (??/??/92)  592.159  (m)         1942.78   (f) ADJ UNCH    2 0
 QS0209
 QS0209.Superseded values are not recommended for survey control.
 QS0209
 QS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0209.See file dsdata.pdf to determine how the superseded data were derived.
 QS0209
 QS0209_MARKER: DB = BENCH MARK DISK
 QS0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0209_STAMPING: F 308 1945
 QS0209_MARK LOGO: CGS
 QS0209_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0209+STABILITY: SURFACE MOTION
 QS0209
 QS0209  HISTORY     - Date     Condition        Report By
 QS0209  HISTORY     - 1945     MONUMENTED       CGS
 QS0209  HISTORY     - 1969     MARK NOT FOUND   USGS
 QS0209
 QS0209                          STATION DESCRIPTION
 QS0209
 QS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0209'7.7 MI W FROM GETTYSBURG.
 QS0209'7.7 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2
 QS0209'MILE NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, IN
 QS0209'THE SOUTHWEST CORNER OF A SMALL MEADOW, ABOUT 100 YARDS WEST OF
 QS0209'A 3-FOOT CONCRETE PIPE CULVERT, 73 FEET NORTH OF THE CENTER LINE
 QS0209'OF THE HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 QS0209'AND ABOUT LEVEL WITH THE HIGHWAY.  AN IRON BENCH-MARK DISK,
 QS0209'STAMPED F 308 1945 AND SET IN THE TOP OF A CONCRETE POST
 QS0209'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0209
 QS0209                          STATION RECOVERY (1969)
 QS0209
 QS0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QS0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0030 ***********************************************************************
 PT0030  DESIGNATION -  F 309
 PT0030  PID         -  PT0030
 PT0030  STATE/COUNTY-  SD/HUGHES
 PT0030  COUNTRY     -  US
 PT0030  USGS QUAD   -  OKOBOJO SW (2017)
 PT0030
 PT0030                         *CURRENT SURVEY CONTROL
 PT0030  ______________________________________________________________________
 PT0030* NAD 83(1986) POSITION- 44 30 16.     (N) 100 24 36.     (W)   SCALED
 PT0030* NAVD 88 ORTHO HEIGHT -   527.554 (meters)     1730.82  (feet) ADJUSTED
 PT0030  ______________________________________________________________________
 PT0030  GEOID HEIGHT    -        -23.046 (meters)                     GEOID18
 PT0030  DYNAMIC HEIGHT  -        527.453 (meters)     1730.49  (feet) COMP
 PT0030  MODELED GRAVITY -    980,410.0   (mgal)                       NAVD 88
 PT0030
 PT0030  VERT ORDER      -  FIRST     CLASS II
 PT0030
 PT0030.The horizontal coordinates were scaled from a map and have
 PT0030.an estimated accuracy of +/- 6 seconds.
 PT0030
 PT0030.The orthometric height was determined by differential leveling and
 PT0030.adjusted by the NATIONAL GEODETIC SURVEY
 PT0030.in June 1991.
 PT0030
 PT0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0030.GEOID18 height accuracy estimate available here.
 PT0030
 PT0030.Click photographs - Photos may exist for this station.
 PT0030
 PT0030.The dynamic height is computed by dividing the NAVD 88
 PT0030.geopotential number by the normal gravity value computed on the
 PT0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0030.degrees latitude (g = 980.6199 gals.).
 PT0030
 PT0030.The modeled gravity was interpolated from observed gravity values.
 PT0030
 PT0030;                    North         East    Units  Estimated Accuracy
 PT0030;SPC SD S     -   241,210.      593,900.      MT  (+/- 180 meters Scaled)
 PT0030
 PT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ879288(NAD 83)
 PT0030
 PT0030                          SUPERSEDED SURVEY CONTROL
 PT0030
 PT0030  NGVD 29 (??/??/92)  527.171  (m)         1729.56   (f) ADJ UNCH    1 2
 PT0030
 PT0030.Superseded values are not recommended for survey control.
 PT0030
 PT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0030.See file dsdata.pdf to determine how the superseded data were derived.
 PT0030
 PT0030_MARKER: DB = BENCH MARK DISK
 PT0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0030_STAMPING: F 309 1946
 PT0030_MARK LOGO: CGS
 PT0030_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0030+STABILITY: SURFACE MOTION
 PT0030
 PT0030  HISTORY     - Date     Condition        Report By
 PT0030  HISTORY     - 1946     MONUMENTED       CGS
 PT0030  HISTORY     - 1949     GOOD             CGS
 PT0030  HISTORY     - 1951     GOOD             CGS
 PT0030
 PT0030                          STATION DESCRIPTION
 PT0030
 PT0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0030'12.4 MI NW FROM PIERRE.
 PT0030'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0030'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0030'GRAY GOOSE DANCE HALL, THENCE 3.0 MILES WEST ALONG A GRAVELED
 PT0030'ROAD, AT A FENCE CORNER, 58 YARDS WEST OF A SMALL LONE MAPLE
 PT0030'TREE, 41 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 PT0030'3.0 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST,
 PT0030'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 PT0030'THE GROUND.
 PT0030
 PT0030                          STATION RECOVERY (1951)
 PT0030
 PT0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0504 ***********************************************************************
 QS0504  DESIGNATION -  F 31
 QS0504  PID         -  QS0504
 QS0504  STATE/COUNTY-  SD/ZIEBACH
 QS0504  COUNTRY     -  US
 QS0504  USGS QUAD   -  GLAD VALLEY NW (2017)
 QS0504
 QS0504                         *CURRENT SURVEY CONTROL
 QS0504  ______________________________________________________________________
 QS0504* NAD 83(1986) POSITION- 45 24 26.     (N) 101 57 48.     (W)   SCALED
 QS0504* NAVD 88 ORTHO HEIGHT -   759.513 (meters)     2491.84  (feet) ADJUSTED
 QS0504  ______________________________________________________________________
 QS0504  GEOID HEIGHT    -        -19.335 (meters)                     GEOID18
 QS0504  DYNAMIC HEIGHT  -        759.398 (meters)     2491.46  (feet) COMP
 QS0504  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 QS0504
 QS0504  VERT ORDER      -  FIRST     CLASS II
 QS0504
 QS0504.The horizontal coordinates were scaled from a map and have
 QS0504.an estimated accuracy of +/- 6 seconds.
 QS0504
 QS0504.The orthometric height was determined by differential leveling and
 QS0504.adjusted by the NATIONAL GEODETIC SURVEY
 QS0504.in June 1991.
 QS0504
 QS0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0504.GEOID18 height accuracy estimate available here.
 QS0504
 QS0504.Click photographs - Photos may exist for this station.
 QS0504
 QS0504.The dynamic height is computed by dividing the NAVD 88
 QS0504.geopotential number by the normal gravity value computed on the
 QS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0504.degrees latitude (g = 980.6199 gals.).
 QS0504
 QS0504.The modeled gravity was interpolated from observed gravity values.
 QS0504
 QS0504;                    North         East    Units  Estimated Accuracy
 QS0504;SPC SD N     -   176,760.      446,320.      MT  (+/- 180 meters Scaled)
 QS0504
 QS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR681324(NAD 83)
 QS0504
 QS0504                          SUPERSEDED SURVEY CONTROL
 QS0504
 QS0504  NGVD 29 (??/??/92)  759.068  (m)         2490.38   (f) ADJ UNCH    1 2
 QS0504
 QS0504.Superseded values are not recommended for survey control.
 QS0504
 QS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0504.See file dsdata.pdf to determine how the superseded data were derived.
 QS0504
 QS0504_MARKER: DB = BENCH MARK DISK
 QS0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0504_STAMPING: F 31 1934
 QS0504_MARK LOGO: CGS
 QS0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0504+STABILITY: SURFACE MOTION
 QS0504
 QS0504  HISTORY     - Date     Condition        Report By
 QS0504  HISTORY     - 1934     MONUMENTED       CGS
 QS0504  HISTORY     - 1941     GOOD             CGS
 QS0504  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QS0504
 QS0504                          STATION DESCRIPTION
 QS0504
 QS0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0504'9.3 MI W FROM GLAD VALLEY.
 QS0504'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 8 FROM GLAD VALLEY,
 QS0504'ZIEBACH COUNTY, ABOUT 0.5 MILE NORTH OF A MAJOR CURVE TO THE
 QS0504'EAST, ON A HALF-SECTION LINE, AND 43 FEET WEST OF THE CENTER
 QS0504'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 31 1934 AND
 QS0504'SET IN THE TOP OF A CONCRETE POST.
 QS0504
 QS0504                          STATION RECOVERY (1941)
 QS0504
 QS0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0504'RECOVERED IN GOOD CONDITION.
 QS0504
 QS0504                          STATION RECOVERY (1999)
 QS0504
 QS0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0504'THE DESCRIBED LOCATION IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0191 ***********************************************************************
 PT0191  DESIGNATION -  F 310
 PT0191  PID         -  PT0191
 PT0191  STATE/COUNTY-  SD/HUGHES
 PT0191  COUNTRY     -  US
 PT0191  USGS QUAD   -  PIERRE NE (2017)
 PT0191
 PT0191                         *CURRENT SURVEY CONTROL
 PT0191  ______________________________________________________________________
 PT0191* NAD 83(1986) POSITION- 44 26 27.     (N) 100 21 01.     (W)   SCALED
 PT0191* NAVD 88 ORTHO HEIGHT -   525.151 (meters)     1722.93  (feet) ADJUSTED
 PT0191  ______________________________________________________________________
 PT0191  GEOID HEIGHT    -        -23.234 (meters)                     GEOID18
 PT0191  DYNAMIC HEIGHT  -        525.049 (meters)     1722.60  (feet) COMP
 PT0191  MODELED GRAVITY -    980,407.4   (mgal)                       NAVD 88
 PT0191
 PT0191  VERT ORDER      -  FIRST     CLASS II
 PT0191
 PT0191.The horizontal coordinates were scaled from a map and have
 PT0191.an estimated accuracy of +/- 6 seconds.
 PT0191
 PT0191.The orthometric height was determined by differential leveling and
 PT0191.adjusted by the NATIONAL GEODETIC SURVEY
 PT0191.in June 1991.
 PT0191
 PT0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0191.GEOID18 height accuracy estimate available here.
 PT0191
 PT0191.Click photographs - Photos may exist for this station.
 PT0191
 PT0191.The dynamic height is computed by dividing the NAVD 88
 PT0191.geopotential number by the normal gravity value computed on the
 PT0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0191.degrees latitude (g = 980.6199 gals.).
 PT0191
 PT0191.The modeled gravity was interpolated from observed gravity values.
 PT0191
 PT0191;                    North         East    Units  Estimated Accuracy
 PT0191;SPC SD S     -   234,140.      598,650.      MT  (+/- 180 meters Scaled)
 PT0191
 PT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925217(NAD 83)
 PT0191
 PT0191                          SUPERSEDED SURVEY CONTROL
 PT0191
 PT0191  NGVD 29 (??/??/92)  524.766  (m)         1721.67   (f) ADJ UNCH    1 2
 PT0191
 PT0191.Superseded values are not recommended for survey control.
 PT0191
 PT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0191.See file dsdata.pdf to determine how the superseded data were derived.
 PT0191
 PT0191_MARKER: DB = BENCH MARK DISK
 PT0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0191_STAMPING: F 310 1946
 PT0191_MARK LOGO: CGS
 PT0191_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0191+STABILITY: SURFACE MOTION
 PT0191
 PT0191  HISTORY     - Date     Condition        Report By
 PT0191  HISTORY     - 1946     MONUMENTED       CGS
 PT0191  HISTORY     - 1949     GOOD             CGS
 PT0191  HISTORY     - 1951     GOOD             CGS
 PT0191
 PT0191                          STATION DESCRIPTION
 PT0191
 PT0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0191'5.1 MI N FROM PIERRE.
 PT0191'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0191'AT PIERRE, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, AT A
 PT0191'ROAD INTERSECTION, 63 FEET WEST OF THE CENTER LINE OF THE NORTH
 PT0191'AND SOUTH ROAD, 105 YARDS NORTH OF THE CENTER LINE OF THE EAST
 PT0191'AND WEST ROAD, 1.5 FEET WEST OF A WITNESS POST, SET IN THE
 PT0191'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 PT0191
 PT0191                          STATION RECOVERY (1951)
 PT0191
 PT0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0048 ***********************************************************************
 QS0048  DESIGNATION -  F 311
 QS0048  PID         -  QS0048
 QS0048  STATE/COUNTY-  SD/CAMPBELL
 QS0048  COUNTRY     -  US
 QS0048  USGS QUAD   -  HERREID SW (2017)
 QS0048
 QS0048                         *CURRENT SURVEY CONTROL
 QS0048  ______________________________________________________________________
 QS0048* NAD 83(1986) POSITION- 45 51 09.     (N) 100 12 07.     (W)   SCALED
 QS0048* NAVD 88 ORTHO HEIGHT -   503.857 (meters)     1653.07  (feet) ADJUSTED
 QS0048  ______________________________________________________________________
 QS0048  GEOID HEIGHT    -        -21.991 (meters)                     GEOID18
 QS0048  DYNAMIC HEIGHT  -        503.825 (meters)     1652.97  (feet) COMP
 QS0048  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 QS0048
 QS0048  VERT ORDER      -  SECOND    CLASS 0
 QS0048
 QS0048.The horizontal coordinates were scaled from a map and have
 QS0048.an estimated accuracy of +/- 6 seconds.
 QS0048
 QS0048.The orthometric height was determined by differential leveling and
 QS0048.adjusted by the NATIONAL GEODETIC SURVEY
 QS0048.in June 1991.
 QS0048
 QS0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0048.GEOID18 height accuracy estimate available here.
 QS0048
 QS0048.Click photographs - Photos may exist for this station.
 QS0048
 QS0048.The dynamic height is computed by dividing the NAVD 88
 QS0048.geopotential number by the normal gravity value computed on the
 QS0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0048.degrees latitude (g = 980.6199 gals.).
 QS0048
 QS0048.The modeled gravity was interpolated from observed gravity values.
 QS0048
 QS0048;                    North         East    Units  Estimated Accuracy
 QS0048;SPC SD N     -   224,410.      584,320.      MT  (+/- 180 meters Scaled)
 QS0048
 QS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR066783(NAD 83)
 QS0048
 QS0048                          SUPERSEDED SURVEY CONTROL
 QS0048
 QS0048  NGVD 29 (??/??/92)  503.474  (m)         1651.81   (f) ADJ UNCH    2 0
 QS0048
 QS0048.Superseded values are not recommended for survey control.
 QS0048
 QS0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0048.See file dsdata.pdf to determine how the superseded data were derived.
 QS0048
 QS0048_MARKER: DB = BENCH MARK DISK
 QS0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0048_STAMPING: F 311 1945
 QS0048_MARK LOGO: CGS
 QS0048_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0048+STABILITY: SURFACE MOTION
 QS0048
 QS0048  HISTORY     - Date     Condition        Report By
 QS0048  HISTORY     - 1945     MONUMENTED       CGS
 QS0048
 QS0048                          STATION DESCRIPTION
 QS0048
 QS0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0048'5.8 MI E FROM POLLOCK.
 QS0048'5.8 MILE EAST OF THE STATION AT POLLOCK ALONG THE MINNEAPOLIS,
 QS0048'SAINT PAUL AND SAULT ST. MARIE RAILROAD.  0.4 MILE WEST OF A
 QS0048'PRIVATE ROAD CROSSING, 35.8 FEET NORTH OF NORTH TRACK, 3.7 FEET
 QS0048'SOUTH OF MILE POST NO. 405, 3.0 FEET EAST OF A 4X4 INCH WHITE
 QS0048'WOODEN WITNESS POST.  BRONZE DISK SET IN CONCRETE POST PROJECTING
 QS0048'0.5 FOOT AND STAMPED, F 311 1945.  NOTE-- 1964 REPORT--THE TOWN
 QS0048'OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL
 QS0048'SITE IS FLOODED.  THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QS0048'RAILROAD IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0069 ***********************************************************************
 PT0069  DESIGNATION -  F 312
 PT0069  PID         -  PT0069
 PT0069  STATE/COUNTY-  SD/SULLY
 PT0069  COUNTRY     -  US
 PT0069  USGS QUAD   -  OKOBOJO NE (2017)
 PT0069
 PT0069                         *CURRENT SURVEY CONTROL
 PT0069  ______________________________________________________________________
 PT0069* NAD 83(1986) POSITION- 44 44 11.     (N) 100 19 28.     (W)   SCALED
 PT0069* NAVD 88 ORTHO HEIGHT -   577.305 (meters)     1894.04  (feet) ADJUSTED
 PT0069  ______________________________________________________________________
 PT0069  GEOID HEIGHT    -        -22.775 (meters)                     GEOID18
 PT0069  DYNAMIC HEIGHT  -        577.201 (meters)     1893.70  (feet) COMP
 PT0069  MODELED GRAVITY -    980,418.6   (mgal)                       NAVD 88
 PT0069
 PT0069  VERT ORDER      -  SECOND    CLASS 0
 PT0069
 PT0069.The horizontal coordinates were scaled from a map and have
 PT0069.an estimated accuracy of +/- 6 seconds.
 PT0069
 PT0069.The orthometric height was determined by differential leveling and
 PT0069.adjusted by the NATIONAL GEODETIC SURVEY
 PT0069.in June 1991.
 PT0069
 PT0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0069.GEOID18 height accuracy estimate available here.
 PT0069
 PT0069.Click photographs - Photos may exist for this station.
 PT0069
 PT0069.The dynamic height is computed by dividing the NAVD 88
 PT0069.geopotential number by the normal gravity value computed on the
 PT0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0069.degrees latitude (g = 980.6199 gals.).
 PT0069
 PT0069.The modeled gravity was interpolated from observed gravity values.
 PT0069
 PT0069;                    North         East    Units  Estimated Accuracy
 PT0069;SPC SD N     -   100,400.      574,300.      MT  (+/- 180 meters Scaled)
 PT0069
 PT0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ951545(NAD 83)
 PT0069
 PT0069                          SUPERSEDED SURVEY CONTROL
 PT0069
 PT0069  NGVD 29 (??/??/92)  576.916  (m)         1892.77   (f) ADJ UNCH    2 0
 PT0069
 PT0069.Superseded values are not recommended for survey control.
 PT0069
 PT0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0069.See file dsdata.pdf to determine how the superseded data were derived.
 PT0069
 PT0069_MARKER: DB = BENCH MARK DISK
 PT0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0069_STAMPING: F 312 1946
 PT0069_MARK LOGO: CGS
 PT0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0069+STABILITY: SURFACE MOTION
 PT0069
 PT0069  HISTORY     - Date     Condition        Report By
 PT0069  HISTORY     - 1946     MONUMENTED       CGS
 PT0069  HISTORY     - 1964     GOOD             USGS
 PT0069
 PT0069                          STATION DESCRIPTION
 PT0069
 PT0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0069'19.3 MI SW FROM AGAR.
 PT0069'19.3 MILES SOUTHWEST ALONG A GRAVELED COUNTY ROAD.  12.3 MILES
 PT0069'WEST THENCE 7.0 MILES SOUTH OF THE RAILROAD STATION IN AGAR,
 PT0069'NEAR A SECTION CORNER, 36 FEET EAST OF THE CENTER OF THE ROAD,
 PT0069'15 FEET SOUTHEAST OF THE SOUTH END OF A 14 INCH CORRUGATED PIPE
 PT0069'CULVERT, 2 FEET NORTH OF WITNESS POST.  NEAR COR. SECS. 26, 27,
 PT0069'34, 35, T. 115 N., R. 79 W.  A STANDARD DISK SET IN TOP OF A
 PT0069'CONCRETE POST.
 PT0069
 PT0069                          STATION RECOVERY (1964)
 PT0069
 PT0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0215 ***********************************************************************
 PT0215  DESIGNATION -  F 313
 PT0215  PID         -  PT0215
 PT0215  STATE/COUNTY-  SD/STANLEY
 PT0215  COUNTRY     -  US
 PT0215  USGS QUAD   -  OAHE DAM (2017)
 PT0215
 PT0215                         *CURRENT SURVEY CONTROL
 PT0215  ______________________________________________________________________
 PT0215* NAD 83(1986) POSITION- 44 26 48.     (N) 100 24 49.     (W)   SCALED
 PT0215* NAVD 88 ORTHO HEIGHT -   445.694 (meters)     1462.25  (feet) ADJUSTED
 PT0215  ______________________________________________________________________
 PT0215  GEOID HEIGHT    -        -23.167 (meters)                     GEOID18
 PT0215  DYNAMIC HEIGHT  -        445.605 (meters)     1461.96  (feet) COMP
 PT0215  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 PT0215
 PT0215  VERT ORDER      -  FIRST     CLASS II
 PT0215
 PT0215.The horizontal coordinates were scaled from a map and have
 PT0215.an estimated accuracy of +/- 6 seconds.
 PT0215
 PT0215.The orthometric height was determined by differential leveling and
 PT0215.adjusted by the NATIONAL GEODETIC SURVEY
 PT0215.in June 1991.
 PT0215
 PT0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0215.GEOID18 height accuracy estimate available here.
 PT0215
 PT0215.Click photographs - Photos may exist for this station.
 PT0215
 PT0215.The dynamic height is computed by dividing the NAVD 88
 PT0215.geopotential number by the normal gravity value computed on the
 PT0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0215.degrees latitude (g = 980.6199 gals.).
 PT0215
 PT0215.The modeled gravity was interpolated from observed gravity values.
 PT0215
 PT0215;                    North         East    Units  Estimated Accuracy
 PT0215;SPC SD S     -   234,790.      593,610.      MT  (+/- 180 meters Scaled)
 PT0215
 PT0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ875224(NAD 83)
 PT0215
 PT0215                          SUPERSEDED SURVEY CONTROL
 PT0215
 PT0215  NGVD 29 (??/??/92)  445.319  (m)         1461.02   (f) ADJ UNCH    1 2
 PT0215
 PT0215.Superseded values are not recommended for survey control.
 PT0215
 PT0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0215.See file dsdata.pdf to determine how the superseded data were derived.
 PT0215
 PT0215_MARKER: DD = SURVEY DISK
 PT0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0215_STAMPING: F 313
 PT0215_MARK LOGO: USACE
 PT0215_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0215+STABILITY: SURFACE MOTION
 PT0215
 PT0215  HISTORY     - Date     Condition        Report By
 PT0215  HISTORY     - UNK      MONUMENTED       USACE
 PT0215  HISTORY     - 1949     GOOD             CGS
 PT0215  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0215
 PT0215                          STATION DESCRIPTION
 PT0215
 PT0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0215'7.2 MI NW FROM FORT PIERRE.
 PT0215'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO
 PT0215'AND NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 4.3
 PT0215'MILES NORTHWEST ALONG THE OAHE DAM SITE ROAD, TO A RED BARN
 PT0215'WHICH IS TRIMMED IN WHITE, THENCE 1.2 MILES NORTHWEST ALONG A
 PT0215'TRACK ROAD AND FENCE LINE, THENCE 0.35 MILE EAST, 185 YARDS
 PT0215'SOUTHWEST OF THE BANK OF THE MISSOURI RIVER, 160 YARDS WEST OF
 PT0215'A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 PT0215'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 PT0215'NOTE-- FROM DESCRIPTION AND ELEVATION THIS MARK FALLS UNDER WATER
 PT0215'OR IN AREA CHANGED BY CONSTRUCTION OF OAHE DAM.
 PT0215
 PT0215                          STATION RECOVERY (1973)
 PT0215
 PT0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0852 ***********************************************************************
 PT0852  DESIGNATION -  F 314
 PT0852  PID         -  PT0852
 PT0852  STATE/COUNTY-  SD/HUGHES
 PT0852  COUNTRY     -  US
 PT0852  USGS QUAD   -  PIERRE (2017)
 PT0852
 PT0852                         *CURRENT SURVEY CONTROL
 PT0852  ______________________________________________________________________
 PT0852* NAD 83(1986) POSITION- 44 22 00.5    (N) 100 20 45.3    (W)   HD_HELD2
 PT0852* NAVD 88 ORTHO HEIGHT -   455.656 (meters)     1494.93  (feet) ADJUSTED
 PT0852  ______________________________________________________________________
 PT0852  GEOID HEIGHT    -        -23.455 (meters)                     GEOID18
 PT0852  DYNAMIC HEIGHT  -        455.569 (meters)     1494.65  (feet) COMP
 PT0852  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 PT0852
 PT0852  VERT ORDER      -  FIRST     CLASS II
 PT0852
 PT0852.The horizontal coordinates were established by autonomous hand held GPS
 PT0852.observations and have an estimated accuracy of +/- 10 meters.
 PT0852
 PT0852.The orthometric height was determined by differential leveling and
 PT0852.adjusted by the NATIONAL GEODETIC SURVEY
 PT0852.in October 1997.
 PT0852
 PT0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0852.GEOID18 height accuracy estimate available here.
 PT0852
 PT0852.Click photographs - Photos may exist for this station.
 PT0852
 PT0852.The dynamic height is computed by dividing the NAVD 88
 PT0852.geopotential number by the normal gravity value computed on the
 PT0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0852.degrees latitude (g = 980.6199 gals.).
 PT0852
 PT0852.The modeled gravity was interpolated from observed gravity values.
 PT0852
 PT0852;                    North         East    Units  Estimated Accuracy
 PT0852;SPC SD S     -   225,911.      598,997.      MT  (+/- 10 meters HH2 GPS)
 PT0852
 PT0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9275913495(NAD 83)
 PT0852
 PT0852                          SUPERSEDED SURVEY CONTROL
 PT0852
 PT0852  NAVD 88 (06/15/91)  455.705  (m)         1495.09   (f) SUPERSEDED  1 2
 PT0852  NGVD 29 (??/??/92)  455.333  (m)         1493.87   (f) ADJ UNCH    1 2
 PT0852
 PT0852.Superseded values are not recommended for survey control.
 PT0852
 PT0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0852.See file dsdata.pdf to determine how the superseded data were derived.
 PT0852
 PT0852_MARKER: DD = SURVEY DISK
 PT0852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0852_SP_SET: STEP
 PT0852_STAMPING: F 314
 PT0852_MARK LOGO: CGS+SS
 PT0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0852+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0852
 PT0852  HISTORY     - Date     Condition        Report By
 PT0852  HISTORY     - 1934     MONUMENTED       SDGS
 PT0852  HISTORY     - 19890328 GOOD             NGS
 PT0852  HISTORY     - 19941121 GOOD             NGS
 PT0852  HISTORY     - 19960630 GOOD             NGS
 PT0852  HISTORY     - 20070928 GOOD             MSSU
 PT0852  HISTORY     - 20130116 GOOD             INDIV
 PT0852
 PT0852                          STATION DESCRIPTION
 PT0852
 PT0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PT0852'AT PIERRE, AT THE EAST ENTRANCE TO THE STATE CAPITOL BUILDING,
 PT0852'1.46 M (4.8 FT) SOUTH OF THE CENTERLINE OF THE SIDEWALK,
 PT0852'1.22 M (4.0 FT) EAST OF A WINDOW, SET IN THE TOP OF A STONE BLOCK.
 PT0852
 PT0852                          STATION RECOVERY (1994)
 PT0852
 PT0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT0852'IN PIERRE, AT 500 EAST CAPITAL AVENUE, IN A STONE BLOCK AT THE
 PT0852'SOUTHEAST ENTRANCE TO THE STATE CAPITAL, 23.9 M (78.4 FT) NORTHWEST OF
 PT0852'THE CENTER OF A DRIVEWAY, 11.5 M (37.7 FT) NORTHEAST OF THE SOUTHEAST
 PT0852'CORNER OF THE BUILDING, 1.5 M (4.9 FT) SOUTHWEST OF THE CENTER OF THE
 PT0852'SOUTHEAST ENTRANCE, AND 0.1 M (0.3 FT) SOUTHWEST OF THE BASE OF THE
 PT0852'SOUTHWEST MARBLE COLUMN.
 PT0852
 PT0852                          STATION RECOVERY (1996)
 PT0852
 PT0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 PT0852'STATION IS AT THE SOUTH DAKOTA STATE CAPITOL BUILDING IN DOWNTOWN
 PT0852'PIERRE, SOUTH DAKOTA.  STATION IS 0.47 KM (0.30 MI) SE OF HUGHES
 PT0852'COUNTY COURTHOUSE.  TO ACCESS FROM THE INTERSECTION OF ROUTES US 14/83
 PT0852'AND TRUCK ROUTES US 14/83 NORTHEAST OF PIERRE, GO SOUTHWEST ON US
 PT0852'14/83.  GO 6.3 KM (3.90 MI) (BECOMES NORTH EUCLID AVENUE) AND TURN SE
 PT0852'ONTO EAST CAPITOL AVENUE.  GO 0.26 KM (0.15 MI) AND TURN EAST (AT
 PT0852'NICCOLET AVENUE) INTO CAPITOL DRIVEWAY.  GO 0.16 KM (0.10 MI) TO
 PT0852'SOUTHEAST END OF CAPITOL AND STATION ON THE LEFT.  STATION IS SET IN
 PT0852'ONLY GRANITE STEP AT SE ENTRANCE, 2.0 M (6.6 FT) SOUTH OF SE DOUBLE
 PT0852'DOORS, 0.37 M (1.21 FT) SW OF CENTER OF SW OF 2 COLUMNS, 34.3 M (112.5
 PT0852'FT) NE OF CENTER OF DRIVE ALONG SW (FRONT) SIDE OF CAPITOL, IN LINE OF
 PT0852'SE WALL, 23.6 M (77.4 FT) NW OF CENTER OF DRIVE ON SE SIDE, IN LINE
 PT0852'WITH SW EDGE OF SIDEWALK WHICH EXTENDS TO SE, AND 75.5 M (247.7 FT)
 PT0852'AND/OR 75.5 FT (23.0 M) NORTH OF SDDT ROD BM COVERED BY NEENAH
 PT0852'FOUNDARY COVER.
 PT0852
 PT0852                          STATION RECOVERY (2007)
 PT0852
 PT0852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2007 (DBG)
 PT0852'RECOVERED IN GOOD CONDITION.
 PT0852
 PT0852                          STATION RECOVERY (2013)
 PT0852
 PT0852'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0120 ***********************************************************************
 OR0120  DESIGNATION -  F 316
 OR0120  PID         -  OR0120
 OR0120  STATE/COUNTY-  SD/CHARLES MIX
 OR0120  COUNTRY     -  US
 OR0120  USGS QUAD   -  WAGNER (2017)
 OR0120
 OR0120                         *CURRENT SURVEY CONTROL
 OR0120  ______________________________________________________________________
 OR0120* NAD 83(1986) POSITION- 43 02 16.     (N) 098 18 29.     (W)   SCALED
 OR0120* NAVD 88 ORTHO HEIGHT -   465.941 (meters)     1528.67  (feet) ADJUSTED
 OR0120  ______________________________________________________________________
 OR0120  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 OR0120  DYNAMIC HEIGHT  -        465.783 (meters)     1528.16  (feet) COMP
 OR0120  MODELED GRAVITY -    980,267.4   (mgal)                       NAVD 88
 OR0120
 OR0120  VERT ORDER      -  SECOND    CLASS 0
 OR0120
 OR0120.The horizontal coordinates were scaled from a map and have
 OR0120.an estimated accuracy of +/- 6 seconds.
 OR0120
 OR0120.The orthometric height was determined by differential leveling and
 OR0120.adjusted by the NATIONAL GEODETIC SURVEY
 OR0120.in June 1991.
 OR0120
 OR0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0120.GEOID18 height accuracy estimate available here.
 OR0120
 OR0120.Click photographs - Photos may exist for this station.
 OR0120
 OR0120.The dynamic height is computed by dividing the NAVD 88
 OR0120.geopotential number by the normal gravity value computed on the
 OR0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0120.degrees latitude (g = 980.6199 gals.).
 OR0120
 OR0120.The modeled gravity was interpolated from observed gravity values.
 OR0120
 OR0120;                    North         East    Units  Estimated Accuracy
 OR0120;SPC SD S     -    80,270.      765,020.      MT  (+/- 180 meters Scaled)
 OR0120
 OR0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN563652(NAD 83)
 OR0120
 OR0120                          SUPERSEDED SURVEY CONTROL
 OR0120
 OR0120  NGVD 29 (??/??/92)  465.654  (m)         1527.73   (f) ADJ UNCH    2 0
 OR0120
 OR0120.Superseded values are not recommended for survey control.
 OR0120
 OR0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0120.See file dsdata.pdf to determine how the superseded data were derived.
 OR0120
 OR0120_MARKER: DB = BENCH MARK DISK
 OR0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0120_STAMPING: F 316 1946
 OR0120_MARK LOGO: CGS
 OR0120_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0120+STABILITY: SURFACE MOTION
 OR0120
 OR0120  HISTORY     - Date     Condition        Report By
 OR0120  HISTORY     - 1946     MONUMENTED       CGS
 OR0120
 OR0120                          STATION DESCRIPTION
 OR0120
 OR0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0120'3.6 MI S FROM WAGNER.
 OR0120'TO REACH FROM THE POST OFFICE AT WAGNER GO SOUTH 0.9 MILE ALONG
 OR0120'A GRAVELED ROAD, THENCE WEST 0.7 MILE ALONG A GRAVELED ROAD,
 OR0120'THENCE SOUTH 2.0 MILES ALONG A GRAVELED ROAD TO SITE OF MARK,
 OR0120'BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND AN
 OR0120'EAST-WEST DIRT ROAD, 29.0 FEET EAST OF AND ABOUT 2.0 FEET LOWER
 OR0120'THAN THE CENTER LINE OF THE GRAVELED ROAD, 55.0 FEET SOUTH OF THE
 OR0120'CENTER LINE OF THE DIRT ROAD, 23.5 FEET SOUTH OF A FENCE CORNER,
 OR0120'8.0 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE AND
 OR0120'1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 OR0120'STAMPED F 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0120'PROJECTS 4 INCHES ABOVE GROUND.  NOTE-- 1963 USGS REPORT-- BENCH
 OR0120'MARK HAS BEEN HIT AND IS TILTED TO ABOUT A 45 DEGREE ANGLE,
 OR0120'ELEV. NO GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1461 ***********************************************************************
 NM1461  DESIGNATION -  F 317
 NM1461  PID         -  NM1461
 NM1461  STATE/COUNTY-  SD/BON HOMME
 NM1461  COUNTRY     -  US
 NM1461  USGS QUAD   -  TABOR (2017)
 NM1461
 NM1461                         *CURRENT SURVEY CONTROL
 NM1461  ______________________________________________________________________
 NM1461* NAD 83(1986) POSITION- 42 53 37.52   (N) 097 44 01.54   (W)   HD_HELD1
 NM1461* NAVD 88 ORTHO HEIGHT -   393.221 (meters)     1290.09  (feet) ADJUSTED
 NM1461  ______________________________________________________________________
 NM1461  GEOID HEIGHT    -        -25.902 (meters)                     GEOID18
 NM1461  DYNAMIC HEIGHT  -        393.097 (meters)     1289.69  (feet) COMP
 NM1461  MODELED GRAVITY -    980,295.6   (mgal)                       NAVD 88
 NM1461
 NM1461  VERT ORDER      -  SECOND    CLASS 0
 NM1461
 NM1461.The horizontal coordinates were determined by differentially corrected
 NM1461.hand held GPS observations or other comparable positioning techniques
 NM1461.and have an estimated accuracy of +/- 3 meters.
 NM1461
 NM1461.The orthometric height was determined by differential leveling and
 NM1461.adjusted by the NATIONAL GEODETIC SURVEY
 NM1461.in June 1991.
 NM1461
 NM1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1461.GEOID18 height accuracy estimate available here.
 NM1461
 NM1461.Click photographs - Photos may exist for this station.
 NM1461
 NM1461.The dynamic height is computed by dividing the NAVD 88
 NM1461.geopotential number by the normal gravity value computed on the
 NM1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1461.degrees latitude (g = 980.6199 gals.).
 NM1461
 NM1461.The modeled gravity was interpolated from observed gravity values.
 NM1461
 NM1461;                    North         East    Units  Estimated Accuracy
 NM1461;SPC SD S     -    65,581.2     812,298.9     MT  (+/- 3 meters HH1 GPS) 
 NM1461
 NM1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0338749794(NAD 83)
 NM1461
 NM1461                          SUPERSEDED SURVEY CONTROL
 NM1461
 NM1461  NGVD 29 (??/??/92)  393.003  (m)         1289.38   (f) ADJ UNCH    2 0
 NM1461
 NM1461.Superseded values are not recommended for survey control.
 NM1461
 NM1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1461.See file dsdata.pdf to determine how the superseded data were derived.
 NM1461
 NM1461_MARKER: DB = BENCH MARK DISK
 NM1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1461_STAMPING: F 317 1946
 NM1461_MARK LOGO: CGS
 NM1461_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1461+STABILITY: SURFACE MOTION
 NM1461
 NM1461  HISTORY     - Date     Condition        Report By
 NM1461  HISTORY     - 1946     MONUMENTED       CGS
 NM1461
 NM1461                          STATION DESCRIPTION
 NM1461
 NM1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1461'11 MI NE FROM SPRINGFIELD.
 NM1461'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1461'ALONG STATE HIGHWAY NO. 37, THENCE EAST 8.0 MILES ALONG A GRAVELED
 NM1461'ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE
 NM1461'GRAVELED ROAD AND A NORTH-SOUTH DIRT ROAD, 69.5 FEET NORTH OF
 NM1461'AND ABOUT LEVEL WITH THE CENTER LINE OF THE GRAVELED ROAD, 33.0
 NM1461'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 36.0 FEET
 NM1461'NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT
 NM1461'SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NM1461'F 317 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1461'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0567 ***********************************************************************
 OR0567  DESIGNATION -  F 318
 OR0567  PID         -  OR0567
 OR0567  STATE/COUNTY-  SD/GREGORY
 OR0567  COUNTRY     -  US
 OR0567  USGS QUAD   -  BURKE (2017)
 OR0567
 OR0567                         *CURRENT SURVEY CONTROL
 OR0567  ______________________________________________________________________
 OR0567* NAD 83(1986) POSITION- 43 09 25.     (N) 099 17 49.     (W)   SCALED
 OR0567* NAVD 88 ORTHO HEIGHT -   638.902 (meters)     2096.13  (feet) ADJUSTED
 OR0567  ______________________________________________________________________
 OR0567  GEOID HEIGHT    -        -25.699 (meters)                     GEOID18
 OR0567  DYNAMIC HEIGHT  -        638.659 (meters)     2095.33  (feet) COMP
 OR0567  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 OR0567
 OR0567  VERT ORDER      -  SECOND    CLASS 0
 OR0567
 OR0567.The horizontal coordinates were scaled from a map and have
 OR0567.an estimated accuracy of +/- 6 seconds.
 OR0567
 OR0567.The orthometric height was determined by differential leveling and
 OR0567.adjusted by the NATIONAL GEODETIC SURVEY
 OR0567.in June 1991.
 OR0567
 OR0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0567.GEOID18 height accuracy estimate available here.
 OR0567
 OR0567.Click photographs - Photos may exist for this station.
 OR0567
 OR0567.The dynamic height is computed by dividing the NAVD 88
 OR0567.geopotential number by the normal gravity value computed on the
 OR0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0567.degrees latitude (g = 980.6199 gals.).
 OR0567
 OR0567.The modeled gravity was interpolated from observed gravity values.
 OR0567
 OR0567;                    North         East    Units  Estimated Accuracy
 OR0567;SPC SD S     -    92,020.      684,290.      MT  (+/- 180 meters Scaled)
 OR0567
 OR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758782(NAD 83)
 OR0567
 OR0567                          SUPERSEDED SURVEY CONTROL
 OR0567
 OR0567  NGVD 29 (??/??/92)  638.57   (m)         2095.0    (f) COMPUTED    2 0
 OR0567
 OR0567.Superseded values are not recommended for survey control.
 OR0567
 OR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0567.See file dsdata.pdf to determine how the superseded data were derived.
 OR0567
 OR0567_MARKER: DB = BENCH MARK DISK
 OR0567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0567_SP_SET: CULVERT HEADWALL
 OR0567_STAMPING: F 318 1946
 OR0567_MARK LOGO: CGS
 OR0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0567+STABILITY: SURFACE MOTION
 OR0567
 OR0567  HISTORY     - Date     Condition        Report By
 OR0567  HISTORY     - 1946     MONUMENTED       CGS
 OR0567
 OR0567                          STATION DESCRIPTION
 OR0567
 OR0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0567'1.8 MI S FROM BURKE.
 OR0567'ALONG A GRAVELED COUNTY ROAD, 1.8 MILES SOUTH OF THE CHICAGO
 OR0567'AND NORTHWESTERN RAILROAD STATION IN BURKE, IN THE WEST HEADWALL
 OR0567'OF A CONCRETE CULVERT, 12 FEET WEST OF THE CENTER OF THE ROAD,
 OR0567'5 FEET SOUTH OF THE NORTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0568 ***********************************************************************
 OR0568  DESIGNATION -  F 318 RESET
 OR0568  PID         -  OR0568
 OR0568  STATE/COUNTY-  SD/GREGORY
 OR0568  COUNTRY     -  US
 OR0568  USGS QUAD   -  BURKE (2017)
 OR0568
 OR0568                         *CURRENT SURVEY CONTROL
 OR0568  ______________________________________________________________________
 OR0568* NAD 83(1986) POSITION- 43 09 25.     (N) 099 17 50.     (W)   SCALED
 OR0568* NAVD 88 ORTHO HEIGHT -   637.67  (+/-2cm)     2092.1   (feet) VERTCON3
 OR0568  ______________________________________________________________________
 OR0568  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 OR0568  VERT ORDER      -  THIRD (See Below)
 OR0568
 OR0568.The horizontal coordinates were scaled from a map and have
 OR0568.an estimated accuracy of +/- 6 seconds.
 OR0568
 OR0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0568
 OR0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0568.GEOID18 height accuracy estimate available here.
 OR0568
 OR0568.The vertical order pertains to the NGVD 29 superseded value.
 OR0568
 OR0568.Click photographs - Photos may exist for this station.
 OR0568
 OR0568;                    North         East    Units  Estimated Accuracy
 OR0568;SPC SD S     -    92,020.      684,260.      MT  (+/- 180 meters Scaled)
 OR0568
 OR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758782(NAD 83)
 OR0568
 OR0568                          SUPERSEDED SURVEY CONTROL
 OR0568
 OR0568  NGVD 29 (??/??/??)  637.34   (m)         2091.0    (f) RESET       3  
 OR0568
 OR0568.Superseded values are not recommended for survey control.
 OR0568
 OR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0568.See file dsdata.pdf to determine how the superseded data were derived.
 OR0568
 OR0568_MARKER: DB = BENCH MARK DISK
 OR0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0568_STAMPING: F 318 RESET 1961
 OR0568_MARK LOGO: CGS
 OR0568_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0568+STABILITY: SURFACE MOTION
 OR0568
 OR0568  HISTORY     - Date     Condition        Report By
 OR0568  HISTORY     - 1961     MONUMENTED       CGS
 OR0568
 OR0568                          STATION DESCRIPTION
 OR0568
 OR0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0568'1.8 MI S FROM BURKE.
 OR0568'THIS MARK IS LOCATED ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY
 OR0568'47 FROM THE RAILROAD STATION IN BURKE, 1.65 MILES SOUTH OF THE
 OR0568'JUNCTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY 47, ABOUT 0.2 MILE
 OR0568'NORTHEAST OF FARM BUILDINGS, JUST SOUTHWEST OF A CULVERT AND 99
 OR0568'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP
 OR0568'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0487 ***********************************************************************
 OQ0487  DESIGNATION -  F 319
 OQ0487  PID         -  OQ0487
 OQ0487  STATE/COUNTY-  SD/YANKTON
 OQ0487  COUNTRY     -  US
 OQ0487  USGS QUAD   -  LESTERVILLE (2017)
 OQ0487
 OQ0487                         *CURRENT SURVEY CONTROL
 OQ0487  ______________________________________________________________________
 OQ0487* NAD 83(1986) POSITION- 43 00 51.     (N) 097 32 13.     (W)   SCALED
 OQ0487* NAVD 88 ORTHO HEIGHT -   394.559 (meters)     1294.48  (feet) ADJUSTED
 OQ0487  ______________________________________________________________________
 OQ0487  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 OQ0487  DYNAMIC HEIGHT  -        394.441 (meters)     1294.10  (feet) COMP
 OQ0487  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 OQ0487
 OQ0487  VERT ORDER      -  SECOND    CLASS 0
 OQ0487
 OQ0487.The horizontal coordinates were scaled from a map and have
 OQ0487.an estimated accuracy of +/- 6 seconds.
 OQ0487
 OQ0487.The orthometric height was determined by differential leveling and
 OQ0487.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0487.in June 1991.
 OQ0487
 OQ0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0487.GEOID18 height accuracy estimate available here.
 OQ0487
 OQ0487.Click photographs - Photos may exist for this station.
 OQ0487
 OQ0487.The dynamic height is computed by dividing the NAVD 88
 OQ0487.geopotential number by the normal gravity value computed on the
 OQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0487.degrees latitude (g = 980.6199 gals.).
 OQ0487
 OQ0487.The modeled gravity was interpolated from observed gravity values.
 OQ0487
 OQ0487;                    North         East    Units  Estimated Accuracy
 OQ0487;SPC SD S     -    79,470.      827,920.      MT  (+/- 180 meters Scaled)
 OQ0487
 OQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN192634(NAD 83)
 OQ0487
 OQ0487                          SUPERSEDED SURVEY CONTROL
 OQ0487
 OQ0487  NGVD 29 (??/??/92)  394.339  (m)         1293.76   (f) ADJ UNCH    2 0
 OQ0487
 OQ0487.Superseded values are not recommended for survey control.
 OQ0487
 OQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0487.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0487
 OQ0487_MARKER: DB = BENCH MARK DISK
 OQ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0487_STAMPING: F 319 1946
 OQ0487_MARK LOGO: CGS
 OQ0487_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0487+STABILITY: SURFACE MOTION
 OQ0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0487+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2025
 OQ0487
 OQ0487  HISTORY     - Date     Condition        Report By
 OQ0487  HISTORY     - 1946     MONUMENTED       CGS
 OQ0487  HISTORY     - 1974     GOOD             USGS
 OQ0487  HISTORY     - 20251020 GOOD             INDIV
 OQ0487
 OQ0487                          STATION DESCRIPTION
 OQ0487
 OQ0487'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0487'4.2 MI SE FROM LESTERVILLE.
 OQ0487'LESTERVILLE 1.3 MILE SOUTH, 2.9 MILE EAST OF, T 95 N, R 57 W,
 OQ0487'IN THE NE COR OF THE SE 1/4 OF SECTION 26, ABOUT 450 FEET SW
 OQ0487'OF A CONCRETE BRIDGE OVER BEAVER CREEK, AT A N-S SECTION LINE
 OQ0487'ROAD CROSSING THE C.M. AND ST. P. RR, 74 FEET WEST OF THE CENTER
 OQ0487'OF THE ROAD, 52 FEET SOUTH OF THE CENTER OF THE TRACK, 1 FOOT
 OQ0487'EAST OF A WITNESS POST, IN A CONCRETE POST A STD DISK STAMPED
 OQ0487'F 319 1946.
 OQ0487
 OQ0487                          STATION RECOVERY (2025)
 OQ0487
 OQ0487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (BJB)
 OQ0487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0331 ***********************************************************************
 QT0331  DESIGNATION -  F 32
 QT0331  PID         -  QT0331
 QT0331  STATE/COUNTY-  SD/HARDING
 QT0331  COUNTRY     -  US
 QT0331  USGS QUAD   -  SADDLE BUTTE (2017)
 QT0331
 QT0331                         *CURRENT SURVEY CONTROL
 QT0331  ______________________________________________________________________
 QT0331* NAD 83(1986) POSITION- 45 35 19.     (N) 103 38 14.     (W)   SCALED
 QT0331* NAVD 88 ORTHO HEIGHT -   895.041 (meters)     2936.48  (feet) ADJUSTED
 QT0331  ______________________________________________________________________
 QT0331  GEOID HEIGHT    -        -15.941 (meters)                     GEOID18
 QT0331  DYNAMIC HEIGHT  -        894.891 (meters)     2935.99  (feet) COMP
 QT0331  MODELED GRAVITY -    980,417.3   (mgal)                       NAVD 88
 QT0331
 QT0331  VERT ORDER      -  FIRST     CLASS II
 QT0331
 QT0331.The horizontal coordinates were scaled from a map and have
 QT0331.an estimated accuracy of +/- 6 seconds.
 QT0331
 QT0331.The orthometric height was determined by differential leveling and
 QT0331.adjusted by the NATIONAL GEODETIC SURVEY
 QT0331.in June 1991.
 QT0331
 QT0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0331.GEOID18 height accuracy estimate available here.
 QT0331
 QT0331.Click photographs - Photos may exist for this station.
 QT0331
 QT0331.The dynamic height is computed by dividing the NAVD 88
 QT0331.geopotential number by the normal gravity value computed on the
 QT0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0331.degrees latitude (g = 980.6199 gals.).
 QT0331
 QT0331.The modeled gravity was interpolated from observed gravity values.
 QT0331
 QT0331;                    North         East    Units  Estimated Accuracy
 QT0331;SPC SD N     -   201,430.      316,270.      MT  (+/- 180 meters Scaled)
 QT0331
 QT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL063492(NAD 83)
 QT0331
 QT0331                          SUPERSEDED SURVEY CONTROL
 QT0331
 QT0331  NGVD 29 (??/??/92)  894.539  (m)         2934.83   (f) ADJ UNCH    1 2
 QT0331
 QT0331.Superseded values are not recommended for survey control.
 QT0331
 QT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0331.See file dsdata.pdf to determine how the superseded data were derived.
 QT0331
 QT0331_MARKER: DB = BENCH MARK DISK
 QT0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0331_STAMPING: F 32 1934
 QT0331_MARK LOGO: CGS
 QT0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0331+STABILITY: SURFACE MOTION
 QT0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0331+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0331
 QT0331  HISTORY     - Date     Condition        Report By
 QT0331  HISTORY     - 1934     MONUMENTED       CGS
 QT0331  HISTORY     - 1973     GOOD             NGS
 QT0331  HISTORY     - 19981030 GOOD             NGS
 QT0331
 QT0331                          STATION DESCRIPTION
 QT0331
 QT0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0331'4.9 MI W FROM BUFFALO.
 QT0331'4.9 MILES WEST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 QT0331'AT BUFFALO, HARDING COUNTY, ABOUT 0.8 MILE WEST OF A SCHOOLHOUSE,
 QT0331'ABOUT 0.2 MILE WEST OF A BRIDGE, ABOUT 0.1 MILE WEST OF A
 QT0331'FARMHOUSE, AND 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 QT0331'A STANDARD DISK, STAMPED F 32 1934 AND SET IN THE TOP OF A
 QT0331'CONCRETE POST.
 QT0331
 QT0331                          STATION RECOVERY (1973)
 QT0331
 QT0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QT0331'RECOVERED IN GOOD CONDITION.
 QT0331
 QT0331                          STATION RECOVERY (1998)
 QT0331
 QT0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0331'7.7 KM (4.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 QT0331'U.S. HIGHWAY 85 IN BUFFALO, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A
 QT0331'DRIVEWAY, 23.0 M (75.5 FT) NORTH OF A WITNESS POST AND FENCE, 12.5 M
 QT0331'(41.0 FT) NORTH OF AND LEVEL WITH THE DRIVEWAY CENTER, 5.2 M (17.1 FT)
 QT0331'WEST OF THE CENTER OF A FIELD ENTRANCE, AND THE MONUMENT PROJECTS 0.05
 QT0331'M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QT0331'PROPERTY OWNED BY DEAN OJEA, P.O. BOX 103, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0147 ***********************************************************************
 OS0147  DESIGNATION -  F 321
 OS0147  PID         -  OS0147
 OS0147  STATE/COUNTY-  SD/TRIPP
 OS0147  COUNTRY     -  US
 OS0147  USGS QUAD   -  KEYAPAHA (2017)
 OS0147
 OS0147                         *CURRENT SURVEY CONTROL
 OS0147  ______________________________________________________________________
 OS0147* NAD 83(1986) POSITION- 43 06 40.     (N) 100 10 00.     (W)   SCALED
 OS0147* NAVD 88 ORTHO HEIGHT -   714.790 (meters)     2345.11  (feet) ADJUSTED
 OS0147  ______________________________________________________________________
 OS0147  GEOID HEIGHT    -        -23.714 (meters)                     GEOID18
 OS0147  DYNAMIC HEIGHT  -        714.511 (meters)     2344.19  (feet) COMP
 OS0147  MODELED GRAVITY -    980,207.2   (mgal)                       NAVD 88
 OS0147
 OS0147  VERT ORDER      -  SECOND    CLASS 0
 OS0147
 OS0147.The horizontal coordinates were scaled from a map and have
 OS0147.an estimated accuracy of +/- 6 seconds.
 OS0147
 OS0147.The orthometric height was determined by differential leveling and
 OS0147.adjusted by the NATIONAL GEODETIC SURVEY
 OS0147.in June 1991.
 OS0147
 OS0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0147.GEOID18 height accuracy estimate available here.
 OS0147
 OS0147.Click photographs - Photos may exist for this station.
 OS0147
 OS0147.The dynamic height is computed by dividing the NAVD 88
 OS0147.geopotential number by the normal gravity value computed on the
 OS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0147.degrees latitude (g = 980.6199 gals.).
 OS0147
 OS0147.The modeled gravity was interpolated from observed gravity values.
 OS0147
 OS0147;                    North         East    Units  Estimated Accuracy
 OS0147;SPC SD S     -    86,420.      613,570.      MT  (+/- 180 meters Scaled)
 OS0147
 OS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN050738(NAD 83)
 OS0147
 OS0147                          SUPERSEDED SURVEY CONTROL
 OS0147
 OS0147  NGVD 29 (??/??/92)  714.456  (m)         2344.01   (f) ADJ UNCH    2 0
 OS0147
 OS0147.Superseded values are not recommended for survey control.
 OS0147
 OS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0147.See file dsdata.pdf to determine how the superseded data were derived.
 OS0147
 OS0147_MARKER: DB = BENCH MARK DISK
 OS0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0147_STAMPING: F 321 1946
 OS0147_MARK LOGO: CGS
 OS0147_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0147+STABILITY: SURFACE MOTION
 OS0147
 OS0147  HISTORY     - Date     Condition        Report By
 OS0147  HISTORY     - 1946     MONUMENTED       CGS
 OS0147
 OS0147                          STATION DESCRIPTION
 OS0147
 OS0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0147'1.5 MI W FROM KEYAPAHA.
 OS0147'ABOUT 1.5 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0147'OFFICE AT KEYAPAHA, AND AT THE INTERSECTION WITH A NORTH-SOUTH
 OS0147'DIRT ROAD, 83 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 OS0147'ROAD, 29 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE CENTER
 OS0147'LINE OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 OS0147'FENCE.  A BRONZE DISC STAMPED F 321 1946 AND SET IN THE TOP OF A
 OS0147'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0097 ***********************************************************************
 OS0097  DESIGNATION -  F 322
 OS0097  PID         -  OS0097
 OS0097  STATE/COUNTY-  SD/TRIPP
 OS0097  COUNTRY     -  US
 OS0097  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0097
 OS0097                         *CURRENT SURVEY CONTROL
 OS0097  ______________________________________________________________________
 OS0097* NAD 83(1986) POSITION- 43 09 19.     (N) 100 09 59.     (W)   SCALED
 OS0097* NAVD 88 ORTHO HEIGHT -   701.938 (meters)     2302.94  (feet) ADJUSTED
 OS0097  ______________________________________________________________________
 OS0097  GEOID HEIGHT    -        -23.881 (meters)                     GEOID18
 OS0097  DYNAMIC HEIGHT  -        701.666 (meters)     2302.05  (feet) COMP
 OS0097  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 OS0097
 OS0097  VERT ORDER      -  SECOND    CLASS 0
 OS0097
 OS0097.The horizontal coordinates were scaled from a map and have
 OS0097.an estimated accuracy of +/- 6 seconds.
 OS0097
 OS0097.The orthometric height was determined by differential leveling and
 OS0097.adjusted by the NATIONAL GEODETIC SURVEY
 OS0097.in June 1991.
 OS0097
 OS0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0097.GEOID18 height accuracy estimate available here.
 OS0097
 OS0097.Click photographs - Photos may exist for this station.
 OS0097
 OS0097.The dynamic height is computed by dividing the NAVD 88
 OS0097.geopotential number by the normal gravity value computed on the
 OS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0097.degrees latitude (g = 980.6199 gals.).
 OS0097
 OS0097.The modeled gravity was interpolated from observed gravity values.
 OS0097
 OS0097;                    North         East    Units  Estimated Accuracy
 OS0097;SPC SD S     -    91,320.      613,580.      MT  (+/- 180 meters Scaled)
 OS0097
 OS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN051787(NAD 83)
 OS0097
 OS0097                          SUPERSEDED SURVEY CONTROL
 OS0097
 OS0097  NGVD 29 (??/??/92)  701.599  (m)         2301.83   (f) ADJ UNCH    2 0
 OS0097
 OS0097.Superseded values are not recommended for survey control.
 OS0097
 OS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0097.See file dsdata.pdf to determine how the superseded data were derived.
 OS0097
 OS0097_MARKER: DB = BENCH MARK DISK
 OS0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0097_STAMPING: F 322 1946
 OS0097_MARK LOGO: CGS
 OS0097_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0097+STABILITY: SURFACE MOTION
 OS0097
 OS0097  HISTORY     - Date     Condition        Report By
 OS0097  HISTORY     - 1946     MONUMENTED       CGS
 OS0097
 OS0097                          STATION DESCRIPTION
 OS0097
 OS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0097'4.5 MI NW FROM KEYAPAHA.
 OS0097'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0097'KEYAPAHA, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, AND IN THE
 OS0097'NORTHWEST CORNER OF A SCHOOLYARD, 104 FEET NORTH OF THE NORTHWEST
 OS0097'CORNER OF THE SCHOOL BUILDING, 35 FEET EAST OF AND ABOUT LEVEL
 OS0097'WITH THE CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF THE
 OS0097'NORTHWEST CORNER OF THE SCHOOLYARD, 1 FOOT EAST OF A 4 IN X 4
 OS0097'IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED
 OS0097'F 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0750 ***********************************************************************
 OR0750  DESIGNATION -  F 323
 OR0750  PID         -  OR0750
 OR0750  STATE/COUNTY-  SD/TRIPP
 OR0750  COUNTRY     -  US
 OR0750  USGS QUAD   -  MILLBORO (2017)
 OR0750
 OR0750                         *CURRENT SURVEY CONTROL
 OR0750  ______________________________________________________________________
 OR0750* NAD 83(1986) POSITION- 43 03 12.     (N) 099 55 44.     (W)   SCALED
 OR0750* NAVD 88 ORTHO HEIGHT -   675.111 (meters)     2214.93  (feet) ADJUSTED
 OR0750  ______________________________________________________________________
 OR0750  GEOID HEIGHT    -        -24.029 (meters)                     GEOID18
 OR0750  DYNAMIC HEIGHT  -        674.856 (meters)     2214.09  (feet) COMP
 OR0750  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 OR0750
 OR0750  VERT ORDER      -  SECOND    CLASS 0
 OR0750
 OR0750.The horizontal coordinates were scaled from a map and have
 OR0750.an estimated accuracy of +/- 6 seconds.
 OR0750
 OR0750.The orthometric height was determined by differential leveling and
 OR0750.adjusted by the NATIONAL GEODETIC SURVEY
 OR0750.in June 1991.
 OR0750
 OR0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0750.GEOID18 height accuracy estimate available here.
 OR0750
 OR0750.Click photographs - Photos may exist for this station.
 OR0750
 OR0750.The dynamic height is computed by dividing the NAVD 88
 OR0750.geopotential number by the normal gravity value computed on the
 OR0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0750.degrees latitude (g = 980.6199 gals.).
 OR0750
 OR0750.The modeled gravity was interpolated from observed gravity values.
 OR0750
 OR0750;                    North         East    Units  Estimated Accuracy
 OR0750;SPC SD S     -    80,070.      632,950.      MT  (+/- 180 meters Scaled)
 OR0750
 OR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN243671(NAD 83)
 OR0750
 OR0750                          SUPERSEDED SURVEY CONTROL
 OR0750
 OR0750  NGVD 29 (??/??/92)  674.797  (m)         2213.90   (f) ADJ UNCH    2 0
 OR0750
 OR0750.Superseded values are not recommended for survey control.
 OR0750
 OR0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0750.See file dsdata.pdf to determine how the superseded data were derived.
 OR0750
 OR0750_MARKER: DB = BENCH MARK DISK
 OR0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0750_STAMPING: F 323 1946
 OR0750_MARK LOGO: CGS
 OR0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0750+STABILITY: SURFACE MOTION
 OR0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0750+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1986
 OR0750
 OR0750  HISTORY     - Date     Condition        Report By
 OR0750  HISTORY     - 1946     MONUMENTED       CGS
 OR0750  HISTORY     - 19860708 POOR             NGS
 OR0750
 OR0750                          STATION DESCRIPTION
 OR0750
 OR0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0750'10 MI NW FROM WEWELA.
 OR0750'0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WEWELA,
 OR0750'THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES WEST
 OR0750'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 OR0750'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILE NORTH ALONG
 OR0750'A DIRT ROAD, THENCE 1.9 MILES WEST ALONG A DIRT ROAD, AND AT A
 OR0750'ROAD INTERSECTION, 34 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN
 OR0750'THE CENTER LINE OF THE EAST-WEST ROAD, 27 FEET EAST OF THE
 OR0750'CENTER LINE OF THE NORTH-SOUTH ROAD, 2 FEET NORTH OF A TELEPHONE
 OR0750'POLE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4
 OR0750'INCHES ABOVE THE GROUND.
 OR0750
 OR0750                          STATION RECOVERY (1986)
 OR0750
 OR0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OR0750'THE MARK WAS FOUND WITH THE DIRT GRADED AWAY FROM IT, BUT SOLID
 OR0750'IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0829 ***********************************************************************
 NM0829  DESIGNATION -  F 324
 NM0829  PID         -  NM0829
 NM0829  STATE/COUNTY-  SD/UNION
 NM0829  COUNTRY     -  US
 NM0829  USGS QUAD   -  ELK POINT (2017)
 NM0829
 NM0829                         *CURRENT SURVEY CONTROL
 NM0829  ______________________________________________________________________
 NM0829* NAD 83(1986) POSITION- 42 41 34.     (N) 096 38 08.     (W)   SCALED
 NM0829* NAVD 88 ORTHO HEIGHT -   340.639 (meters)     1117.58  (feet) ADJUSTED
 NM0829  ______________________________________________________________________
 NM0829  GEOID HEIGHT    -        -25.700 (meters)                     GEOID18
 NM0829  DYNAMIC HEIGHT  -        340.540 (meters)     1117.26  (feet) COMP
 NM0829  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 NM0829
 NM0829  VERT ORDER      -  FIRST     CLASS II
 NM0829
 NM0829.The horizontal coordinates were scaled from a map and have
 NM0829.an estimated accuracy of +/- 6 seconds.
 NM0829
 NM0829.The orthometric height was determined by differential leveling and
 NM0829.adjusted by the NATIONAL GEODETIC SURVEY
 NM0829.in June 1991.
 NM0829
 NM0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0829.GEOID18 height accuracy estimate available here.
 NM0829
 NM0829.Click photographs - Photos may exist for this station.
 NM0829
 NM0829.The dynamic height is computed by dividing the NAVD 88
 NM0829.geopotential number by the normal gravity value computed on the
 NM0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0829.degrees latitude (g = 980.6199 gals.).
 NM0829
 NM0829.The modeled gravity was interpolated from observed gravity values.
 NM0829
 NM0829;                    North         East    Units  Estimated Accuracy
 NM0829;SPC SD S     -    46,680.      902,930.      MT  (+/- 180 meters Scaled)
 NM0829
 NM0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN936294(NAD 83)
 NM0829
 NM0829                          SUPERSEDED SURVEY CONTROL
 NM0829
 NM0829  NGVD 29 (??/??/92)  340.460  (m)         1116.99   (f) ADJ UNCH    1 2
 NM0829
 NM0829.Superseded values are not recommended for survey control.
 NM0829
 NM0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0829.See file dsdata.pdf to determine how the superseded data were derived.
 NM0829
 NM0829_MARKER: DB = BENCH MARK DISK
 NM0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0829_STAMPING: F 324 1948
 NM0829_MARK LOGO: CGS
 NM0829_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0829+STABILITY: SURFACE MOTION
 NM0829
 NM0829  HISTORY     - Date     Condition        Report By
 NM0829  HISTORY     - 1948     MONUMENTED       CGS
 NM0829  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0829  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0829
 NM0829                          STATION DESCRIPTION
 NM0829
 NM0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0829'3.4 MI NE FROM ELK POINT.
 NM0829'2.25 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0829'PACIFIC RAILROAD FROM THE SOUTH WYE SWITCH STATION BUILDING AT
 NM0829'ELK POINT, THENCE 0.6 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 NM0829'0.6 MILE EAST ALONG A GRAVEL ROAD, AT THE ELK POINT AIRPORT, AT
 NM0829'THE MAIN ENTRANCE, ABOUT 125.0 FEET NORTH OF THE MAIN OFFICE AND
 NM0829'HANGAR, 29.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0829'29.0 FEET WEST OF THE CENTER LINE OF THE ROAD INTO THE AIRPORT,
 NM0829'16.0 FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE,
 NM0829'1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0829'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0829
 NM0829                          STATION RECOVERY (1963)
 NM0829
 NM0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0829'MARK NOT FOUND.
 NM0829
 NM0829                          STATION RECOVERY (2012)
 NM0829
 NM0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0829'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0787 ***********************************************************************
 NM0787  DESIGNATION -  F 325
 NM0787  PID         -  NM0787
 NM0787  STATE/COUNTY-  SD/UNION
 NM0787  COUNTRY     -  US
 NM0787  USGS QUAD   -  PONCA (2017)
 NM0787
 NM0787                         *CURRENT SURVEY CONTROL
 NM0787  ______________________________________________________________________
 NM0787* NAD 83(1986) POSITION- 42 35 26.     (N) 096 38 42.     (W)   SCALED
 NM0787* NAVD 88 ORTHO HEIGHT -   341.662 (meters)     1120.94  (feet) ADJUSTED
 NM0787  ______________________________________________________________________
 NM0787  GEOID HEIGHT    -        -25.678 (meters)                     GEOID18
 NM0787  DYNAMIC HEIGHT  -        341.556 (meters)     1120.59  (feet) COMP
 NM0787  MODELED GRAVITY -    980,302.7   (mgal)                       NAVD 88
 NM0787
 NM0787  VERT ORDER      -  SECOND    CLASS 0
 NM0787
 NM0787.The horizontal coordinates were scaled from a map and have
 NM0787.an estimated accuracy of +/- 6 seconds.
 NM0787
 NM0787.The orthometric height was determined by differential leveling and
 NM0787.adjusted by the NATIONAL GEODETIC SURVEY
 NM0787.in June 1991.
 NM0787
 NM0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0787.GEOID18 height accuracy estimate available here.
 NM0787
 NM0787.Click photographs - Photos may exist for this station.
 NM0787
 NM0787.The dynamic height is computed by dividing the NAVD 88
 NM0787.geopotential number by the normal gravity value computed on the
 NM0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0787.degrees latitude (g = 980.6199 gals.).
 NM0787
 NM0787.The modeled gravity was interpolated from observed gravity values.
 NM0787
 NM0787;                    North         East    Units  Estimated Accuracy
 NM0787;SPC SD S     -    35,300.      902,660.      MT  (+/- 180 meters Scaled)
 NM0787
 NM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN932180(NAD 83)
 NM0787
 NM0787                          SUPERSEDED SURVEY CONTROL
 NM0787
 NM0787  NGVD 29 (??/??/92)  341.488  (m)         1120.37   (f) ADJ UNCH    2 0
 NM0787
 NM0787.Superseded values are not recommended for survey control.
 NM0787
 NM0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0787.See file dsdata.pdf to determine how the superseded data were derived.
 NM0787
 NM0787_MARKER: DB = BENCH MARK DISK
 NM0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0787_STAMPING: F 325 1948
 NM0787_MARK LOGO: CGS
 NM0787_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0787+STABILITY: SURFACE MOTION
 NM0787
 NM0787  HISTORY     - Date     Condition        Report By
 NM0787  HISTORY     - 1948     MONUMENTED       CGS
 NM0787
 NM0787                          STATION DESCRIPTION
 NM0787
 NM0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0787'5.3 MI W FROM JEFFERSON.
 NM0787'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0787'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0787'WEST ALONG A PAVED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVEL
 NM0787'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AT A T ROAD,
 NM0787'34.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST,
 NM0787'25.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, AT THE
 NM0787'NORTHWEST CORNER OF A FARMHOUSE YARD, 2.7 FEET SOUTH OF A TELEPHONE
 NM0787'POLE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM0787'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0138 ***********************************************************************
 OQ0138  DESIGNATION -  F 326
 OQ0138  PID         -  OQ0138
 OQ0138  STATE/COUNTY-  SD/LINCOLN
 OQ0138  COUNTRY     -  US
 OQ0138  USGS QUAD   -  FAIRVIEW (2017)
 OQ0138
 OQ0138                         *CURRENT SURVEY CONTROL
 OQ0138  ______________________________________________________________________
 OQ0138* NAD 83(1986) POSITION- 43 07 46.     (N) 096 27 09.     (W)   SCALED
 OQ0138* NAVD 88 ORTHO HEIGHT -   372.419 (meters)     1221.84  (feet) ADJUSTED
 OQ0138  ______________________________________________________________________
 OQ0138  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 OQ0138  DYNAMIC HEIGHT  -        372.314 (meters)     1221.50  (feet) COMP
 OQ0138  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 OQ0138
 OQ0138  VERT ORDER      -  FIRST     CLASS II
 OQ0138
 OQ0138.The horizontal coordinates were scaled from a map and have
 OQ0138.an estimated accuracy of +/- 6 seconds.
 OQ0138
 OQ0138.The orthometric height was determined by differential leveling and
 OQ0138.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0138.in June 1991.
 OQ0138
 OQ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0138.GEOID18 height accuracy estimate available here.
 OQ0138
 OQ0138.Click photographs - Photos may exist for this station.
 OQ0138
 OQ0138.The dynamic height is computed by dividing the NAVD 88
 OQ0138.geopotential number by the normal gravity value computed on the
 OQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0138.degrees latitude (g = 980.6199 gals.).
 OQ0138
 OQ0138.The modeled gravity was interpolated from observed gravity values.
 OQ0138
 OQ0138;                    North         East    Units  Estimated Accuracy
 OQ0138;SPC SD S     -    95,820.      915,650.      MT  (+/- 180 meters Scaled)
 OQ0138
 OQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN072783(NAD 83)
 OQ0138
 OQ0138                          SUPERSEDED SURVEY CONTROL
 OQ0138
 OQ0138  NGVD 29 (??/??/92)  372.194  (m)         1221.11   (f) ADJ UNCH    1 2
 OQ0138
 OQ0138.Superseded values are not recommended for survey control.
 OQ0138
 OQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0138.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0138
 OQ0138_MARKER: DB = BENCH MARK DISK
 OQ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0138_STAMPING: F 326 1949
 OQ0138_MARK LOGO: CGS
 OQ0138_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0138+STABILITY: SURFACE MOTION
 OQ0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0138+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 OQ0138
 OQ0138  HISTORY     - Date     Condition        Report By
 OQ0138  HISTORY     - 1949     MONUMENTED       CGS
 OQ0138  HISTORY     - 20020308 GOOD             JCLS
 OQ0138  HISTORY     - 20020315 GOOD             JCLS
 OQ0138  HISTORY     - 20091117 GOOD             JCLS
 OQ0138  HISTORY     - 20120306 GOOD             INDIV
 OQ0138
 OQ0138                          STATION DESCRIPTION
 OQ0138
 OQ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0138'AT HUDSON.
 OQ0138'AT HUDSON, 64.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 OQ0138'RAILROAD STATION, 48.0 FEET SOUTHEAST OF THE NORTHEAST CORNER
 OQ0138'OF THE RAILROAD STATION, 48.0 FEET WEST OF THE CENTER LINE OF A
 OQ0138'GRAVELED STREET, 22.8 FEET EAST OF THE EAST RAIL OF THE MAIN
 OQ0138'TRACK, 19.2 FEET EAST OF THE EAST RAIL OF THE SIDE TRACK, SET IN
 OQ0138'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OQ0138
 OQ0138                          STATION RECOVERY (2002)
 OQ0138
 OQ0138'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 OQ0138'DESCRIPTION IS ADEQUATE
 OQ0138
 OQ0138                          STATION RECOVERY (2002)
 OQ0138
 OQ0138'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OQ0138'RECOVERED IN GOOD CONDITION.
 OQ0138
 OQ0138                          STATION RECOVERY (2009)
 OQ0138
 OQ0138'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 OQ0138'RECOVERED IN GOOD CONDITION.
 OQ0138
 OQ0138                          STATION RECOVERY (2012)
 OQ0138
 OQ0138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0224 ***********************************************************************
 OQ0224  DESIGNATION -  F 327
 OQ0224  PID         -  OQ0224
 OQ0224  STATE/COUNTY-  SD/LINCOLN
 OQ0224  COUNTRY     -  US
 OQ0224  USGS QUAD   -  KLONDIKE (2018)
 OQ0224
 OQ0224                         *CURRENT SURVEY CONTROL
 OQ0224  ______________________________________________________________________
 OQ0224* NAD 83(1986) POSITION- 43 23 16.     (N) 096 34 09.     (W)   SCALED
 OQ0224* NAVD 88 ORTHO HEIGHT -   417.439 (meters)     1369.55  (feet) ADJUSTED
 OQ0224  ______________________________________________________________________
 OQ0224  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 OQ0224  DYNAMIC HEIGHT  -        417.327 (meters)     1369.18  (feet) COMP
 OQ0224  MODELED GRAVITY -    980,340.4   (mgal)                       NAVD 88
 OQ0224
 OQ0224  VERT ORDER      -  SECOND    CLASS 0
 OQ0224
 OQ0224.The horizontal coordinates were scaled from a map and have
 OQ0224.an estimated accuracy of +/- 6 seconds.
 OQ0224
 OQ0224.The orthometric height was determined by differential leveling and
 OQ0224.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0224.in June 1991.
 OQ0224
 OQ0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0224.GEOID18 height accuracy estimate available here.
 OQ0224
 OQ0224.Click photographs - Photos may exist for this station.
 OQ0224
 OQ0224.The dynamic height is computed by dividing the NAVD 88
 OQ0224.geopotential number by the normal gravity value computed on the
 OQ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0224.degrees latitude (g = 980.6199 gals.).
 OQ0224
 OQ0224.The modeled gravity was interpolated from observed gravity values.
 OQ0224
 OQ0224;                    North         East    Units  Estimated Accuracy
 OQ0224;SPC SD S     -   124,050.      904,870.      MT  (+/- 180 meters Scaled)
 OQ0224
 OQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP968067(NAD 83)
 OQ0224
 OQ0224                          SUPERSEDED SURVEY CONTROL
 OQ0224
 OQ0224  NGVD 29 (??/??/92)  417.187  (m)         1368.72   (f) ADJ UNCH    2 0
 OQ0224
 OQ0224.Superseded values are not recommended for survey control.
 OQ0224
 OQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0224.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0224
 OQ0224_MARKER: DB = BENCH MARK DISK
 OQ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0224_STAMPING: F 327 1949
 OQ0224_MARK LOGO: CGS
 OQ0224_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0224+STABILITY: SURFACE MOTION
 OQ0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0224+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OQ0224
 OQ0224  HISTORY     - Date     Condition        Report By
 OQ0224  HISTORY     - 1949     MONUMENTED       CGS
 OQ0224  HISTORY     - 20110317 GOOD             INDIV
 OQ0224
 OQ0224                          STATION DESCRIPTION
 OQ0224
 OQ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0224'9.1 MI NE FROM CANTON.
 OQ0224'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT
 OQ0224'CANTON, THENCE 6.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 OQ0224'MILE WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF J.A. JENSEN,
 OQ0224'262.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 58.0
 OQ0224'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 32.0 FEET
 OQ0224'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 13.0 FEET NORTH
 OQ0224'OF THE CENTER OF A WOODEN GATE, 1.0 FOOT EAST OF THE FENCE, 1.4
 OQ0224'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 OQ0224'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0224
 OQ0224                          STATION RECOVERY (2011)
 OQ0224
 OQ0224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JHC)
 OQ0224'HOUSE AND MARKING POST IN DESCRIPTION ARE GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0229 ***********************************************************************
 OQ0229  DESIGNATION -  F 328
 OQ0229  PID         -  OQ0229
 OQ0229  STATE/COUNTY-  SD/LINCOLN
 OQ0229  COUNTRY     -  US
 OQ0229  USGS QUAD   -  KLONDIKE (2018)
 OQ0229
 OQ0229                         *CURRENT SURVEY CONTROL
 OQ0229  ______________________________________________________________________
 OQ0229* NAD 83(1986) POSITION- 43 25 52.     (N) 096 36 31.     (W)   SCALED
 OQ0229* NAVD 88 ORTHO HEIGHT -   425.979 (meters)     1397.57  (feet) ADJUSTED
 OQ0229  ______________________________________________________________________
 OQ0229  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 OQ0229  DYNAMIC HEIGHT  -        425.865 (meters)     1397.19  (feet) COMP
 OQ0229  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 OQ0229
 OQ0229  VERT ORDER      -  SECOND    CLASS 0
 OQ0229
 OQ0229.The horizontal coordinates were scaled from a map and have
 OQ0229.an estimated accuracy of +/- 6 seconds.
 OQ0229
 OQ0229.The orthometric height was determined by differential leveling and
 OQ0229.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0229.in June 1991.
 OQ0229
 OQ0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0229.GEOID18 height accuracy estimate available here.
 OQ0229
 OQ0229.Click photographs - Photos may exist for this station.
 OQ0229
 OQ0229.The dynamic height is computed by dividing the NAVD 88
 OQ0229.geopotential number by the normal gravity value computed on the
 OQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0229.degrees latitude (g = 980.6199 gals.).
 OQ0229
 OQ0229.The modeled gravity was interpolated from observed gravity values.
 OQ0229
 OQ0229;                    North         East    Units  Estimated Accuracy
 OQ0229;SPC SD S     -   128,710.      901,460.      MT  (+/- 180 meters Scaled)
 OQ0229
 OQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP935114(NAD 83)
 OQ0229
 OQ0229                          SUPERSEDED SURVEY CONTROL
 OQ0229
 OQ0229  NGVD 29 (??/??/92)  425.720  (m)         1396.72   (f) ADJ UNCH    2 0
 OQ0229
 OQ0229.Superseded values are not recommended for survey control.
 OQ0229
 OQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0229.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0229
 OQ0229_MARKER: DB = BENCH MARK DISK
 OQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0229_STAMPING: F 328 1949
 OQ0229_MARK LOGO: CGS
 OQ0229_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0229+STABILITY: SURFACE MOTION
 OQ0229
 OQ0229  HISTORY     - Date     Condition        Report By
 OQ0229  HISTORY     - 1949     MONUMENTED       CGS
 OQ0229  HISTORY     - 1961     GOOD             CGS
 OQ0229  HISTORY     - 1978     GOOD             LOCENG
 OQ0229
 OQ0229                          STATION DESCRIPTION
 OQ0229
 OQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OQ0229'4.5 MI E FROM HARRISBURG.
 OQ0229'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0229'AT HARRISBURG, 53.0 FEET EAST OF THE CENTERLINE OF THE NORTH SOUTH
 OQ0229'ROAD, 12.0 FEET NORTH OF THE EXTENDED CNETERLINE OF A T ROAD
 OQ0229'LEADING WEST, 18.0 FEET EAST OF A FENCE CORNER POST, 19.0 FEET
 OQ0229'SOUTHEAST OF THE CENTER OF AN IRON FRAME GATE, 1.0 FOOT NORTH
 OQ0229'OF THE FENCE, 1.0 FOOT EAST OF A REFERENCE POST, AND SET IN THE
 OQ0229'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- THE
 OQ0229'ROAD TO THE NORTH IS TO BE IMPROVED BUT ACCORDING TO HIGHWAY
 OQ0229'ENGINEERS THE MARK WAS NOT IN THE WAY OF CONSTRUCTION.
 OQ0229
 OQ0229                          STATION RECOVERY (1978)
 OQ0229
 OQ0229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OQ0229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0247 ***********************************************************************
 PR0247  DESIGNATION -  F 330
 PR0247  PID         -  PR0247
 PR0247  STATE/COUNTY-  SD/BROOKINGS
 PR0247  COUNTRY     -  US
 PR0247  USGS QUAD   -  ESTELLINE (2017)
 PR0247
 PR0247                         *CURRENT SURVEY CONTROL
 PR0247  ______________________________________________________________________
 PR0247* NAD 83(1986) POSITION- 44 30 00.     (N) 096 53 12.     (W)   SCALED
 PR0247* NAVD 88 ORTHO HEIGHT -   497.510 (meters)     1632.25  (feet) ADJUSTED
 PR0247  ______________________________________________________________________
 PR0247  GEOID HEIGHT    -        -24.978 (meters)                     GEOID18
 PR0247  DYNAMIC HEIGHT  -        497.433 (meters)     1631.99  (feet) COMP
 PR0247  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 PR0247
 PR0247  VERT ORDER      -  SECOND    CLASS 0
 PR0247
 PR0247.The horizontal coordinates were scaled from a map and have
 PR0247.an estimated accuracy of +/- 6 seconds.
 PR0247
 PR0247.The orthometric height was determined by differential leveling and
 PR0247.adjusted by the NATIONAL GEODETIC SURVEY
 PR0247.in June 1991.
 PR0247
 PR0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0247.GEOID18 height accuracy estimate available here.
 PR0247
 PR0247.Click photographs - Photos may exist for this station.
 PR0247
 PR0247.The dynamic height is computed by dividing the NAVD 88
 PR0247.geopotential number by the normal gravity value computed on the
 PR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0247.degrees latitude (g = 980.6199 gals.).
 PR0247
 PR0247.The modeled gravity was interpolated from observed gravity values.
 PR0247
 PR0247;                    North         East    Units  Estimated Accuracy
 PR0247;SPC SD N     -    78,840.      847,540.      MT  (+/- 180 meters Scaled)
 PR0247
 PR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ680295(NAD 83)
 PR0247
 PR0247                          SUPERSEDED SURVEY CONTROL
 PR0247
 PR0247  NGVD 29 (??/??/92)  497.240  (m)         1631.36   (f) ADJ UNCH    2 0
 PR0247
 PR0247.Superseded values are not recommended for survey control.
 PR0247
 PR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0247.See file dsdata.pdf to determine how the superseded data were derived.
 PR0247
 PR0247_MARKER: DB = BENCH MARK DISK
 PR0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0247_STAMPING: F 330 1949
 PR0247_MARK LOGO: CGS
 PR0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0247+STABILITY: SURFACE MOTION
 PR0247
 PR0247  HISTORY     - Date     Condition        Report By
 PR0247  HISTORY     - 1949     MONUMENTED       CGS
 PR0247
 PR0247                          STATION DESCRIPTION
 PR0247
 PR0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0247'4.4 MI N FROM BRUCE.
 PR0247'4.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PR0247'NORTH WESTERN RAILWAY STATION AT BRUCE, AT A ROAD INTERSECTION,
 PR0247'348.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 PR0247'102.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY
 PR0247'FARMHOUSE, 60.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 PR0247'ROAD, 19.0 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE
 PR0247'LEADING TO THE FARMHOUSE, 4.4 FEET SOUTH OF A POWER POLE, AND
 PR0247'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 PR0247'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1012 ***********************************************************************
 NM1012  DESIGNATION -  F 331
 NM1012  PID         -  NM1012
 NM1012  STATE/COUNTY-  SD/YANKTON
 NM1012  COUNTRY     -  US
 NM1012  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1012
 NM1012                         *CURRENT SURVEY CONTROL
 NM1012  ______________________________________________________________________
 NM1012* NAD 83(1986) POSITION- 42 52 27.     (N) 097 25 19.     (W)   SCALED
 NM1012* NAVD 88 ORTHO HEIGHT -   359.155 (meters)     1178.33  (feet) ADJUSTED
 NM1012  ______________________________________________________________________
 NM1012  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 NM1012  DYNAMIC HEIGHT  -        359.052 (meters)     1177.99  (feet) COMP
 NM1012  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NM1012
 NM1012  VERT ORDER      -  FIRST     CLASS II
 NM1012
 NM1012.The horizontal coordinates were scaled from a map and have
 NM1012.an estimated accuracy of +/- 6 seconds.
 NM1012
 NM1012.The orthometric height was determined by differential leveling and
 NM1012.adjusted by the NATIONAL GEODETIC SURVEY
 NM1012.in June 1991.
 NM1012
 NM1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1012.GEOID18 height accuracy estimate available here.
 NM1012
 NM1012.Click photographs - Photos may exist for this station.
 NM1012
 NM1012.The dynamic height is computed by dividing the NAVD 88
 NM1012.geopotential number by the normal gravity value computed on the
 NM1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1012.degrees latitude (g = 980.6199 gals.).
 NM1012
 NM1012.The modeled gravity was interpolated from observed gravity values.
 NM1012
 NM1012;                    North         East    Units  Estimated Accuracy
 NM1012;SPC SD S     -    64,250.      837,830.      MT  (+/- 180 meters Scaled)
 NM1012
 NM1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN288480(NAD 83)
 NM1012
 NM1012                          SUPERSEDED SURVEY CONTROL
 NM1012
 NM1012  NGVD 29 (??/??/92)  358.951  (m)         1177.66   (f) ADJ UNCH    1 2
 NM1012
 NM1012.Superseded values are not recommended for survey control.
 NM1012
 NM1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1012.See file dsdata.pdf to determine how the superseded data were derived.
 NM1012
 NM1012_MARKER: DB = BENCH MARK DISK
 NM1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1012_STAMPING: F 331 1949
 NM1012_MARK LOGO: CGS
 NM1012_PROJECTION: PROJECTING 9 CENTIMETERS
 NM1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1012+STABILITY: SURFACE MOTION
 NM1012
 NM1012  HISTORY     - Date     Condition        Report By
 NM1012  HISTORY     - 1949     MONUMENTED       CGS
 NM1012  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1012  HISTORY     - 20120319 MARK NOT FOUND   INDIV
 NM1012
 NM1012                          STATION DESCRIPTION
 NM1012
 NM1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1012'2 MI NW FROM YANKTON.
 NM1012'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1012'AT YANKTON, THENCE 0.3 MILE SOUTH AND 0.2 MILE WEST ALONG A
 NM1012'GRAVELED ROAD, ABOUT 80 YARDS SOUTH OF AND AT THE FOOT OF A
 NM1012'BLUFF, 31 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 NM1012'34 FEET EAST OF A T-FENCE CORNER, 1.2 FEET NORTH OF AN EAST-WEST
 NM1012'FENCE LINE, 1.6 FEET EAST OF A REFERENCE POST, AND SET IN THE
 NM1012'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1012
 NM1012                          STATION RECOVERY (1967)
 NM1012
 NM1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1012'MARK NOT FOUND.
 NM1012
 NM1012                          STATION RECOVERY (2012)
 NM1012
 NM1012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0085 ***********************************************************************
 QS0085  DESIGNATION -  F 333
 QS0085  PID         -  QS0085
 QS0085  STATE/COUNTY-  SD/CAMPBELL
 QS0085  COUNTRY     -  US
 QS0085  USGS QUAD   -  POLLOCK NW (2017)
 QS0085
 QS0085                         *CURRENT SURVEY CONTROL
 QS0085  ______________________________________________________________________
 QS0085* NAD 83(1986) POSITION- 45 55 03.     (N) 100 25 11.     (W)   SCALED
 QS0085* NAVD 88 ORTHO HEIGHT -   495.858 (meters)     1626.83  (feet) ADJUSTED
 QS0085  ______________________________________________________________________
 QS0085  GEOID HEIGHT    -        -21.736 (meters)                     GEOID18
 QS0085  DYNAMIC HEIGHT  -        495.829 (meters)     1626.73  (feet) COMP
 QS0085  MODELED GRAVITY -    980,542.6   (mgal)                       NAVD 88
 QS0085
 QS0085  VERT ORDER      -  FIRST     CLASS II
 QS0085
 QS0085.The horizontal coordinates were scaled from a map and have
 QS0085.an estimated accuracy of +/- 6 seconds.
 QS0085
 QS0085.The orthometric height was determined by differential leveling and
 QS0085.adjusted by the NATIONAL GEODETIC SURVEY
 QS0085.in June 1991.
 QS0085
 QS0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0085.GEOID18 height accuracy estimate available here.
 QS0085
 QS0085.Click photographs - Photos may exist for this station.
 QS0085
 QS0085.The dynamic height is computed by dividing the NAVD 88
 QS0085.geopotential number by the normal gravity value computed on the
 QS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0085.degrees latitude (g = 980.6199 gals.).
 QS0085
 QS0085.The modeled gravity was interpolated from observed gravity values.
 QS0085
 QS0085;                    North         East    Units  Estimated Accuracy
 QS0085;SPC SD N     -   231,700.      567,440.      MT  (+/- 180 meters Scaled)
 QS0085
 QS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR899858(NAD 83)
 QS0085
 QS0085                          SUPERSEDED SURVEY CONTROL
 QS0085
 QS0085  NGVD 29 (??/??/92)  495.475  (m)         1625.57   (f) ADJ UNCH    1 2
 QS0085
 QS0085.Superseded values are not recommended for survey control.
 QS0085
 QS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0085.See file dsdata.pdf to determine how the superseded data were derived.
 QS0085
 QS0085_MARKER: DB = BENCH MARK DISK
 QS0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0085_STAMPING: F 333 1949
 QS0085_MARK LOGO: CGS
 QS0085_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0085+STABILITY: SURFACE MOTION
 QS0085
 QS0085  HISTORY     - Date     Condition        Report By
 QS0085  HISTORY     - 1949     MONUMENTED       CGS
 QS0085
 QS0085                          STATION DESCRIPTION
 QS0085
 QS0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0085'8.6 MI W FROM POLLOCK.
 QS0085'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0085'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 QS0085'ROAD, THENCE 3.2 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 QS0085'1.0 MILE SOUTHEAST ALONG THE RIVER ROAD, ON THE CREST OF A KNOLL
 QS0085'WHICH IS ABOUT 0.3 MILE NORTHEAST OF THE MISSOURI RIVER BANK,
 QS0085'105 FEET EAST OF THE CENTER LINE OF THE ROAD, 66 FEET EAST OF
 QS0085'A FENCE CORNER POST, 8.0 FEET SOUTH OF THE CENTER LINE OF A DIM
 QS0085'FARM ROAD LEADING EAST, 1.4 FEET NORTH OF A FENCE LINE, 1.0
 QS0085'FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 QS0085'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0473 ***********************************************************************
 OT0473  DESIGNATION -  F 334
 OT0473  PID         -  OT0473
 OT0473  STATE/COUNTY-  SD/FALL RIVER
 OT0473  COUNTRY     -  US
 OT0473  USGS QUAD   -  EDGEMONT (2017)
 OT0473
 OT0473                         *CURRENT SURVEY CONTROL
 OT0473  ______________________________________________________________________
 OT0473* NAD 83(1986) POSITION- 43 19 26.     (N) 103 50 34.     (W)   SCALED
 OT0473* NAVD 88 ORTHO HEIGHT -  1049.101 (meters)     3441.93  (feet) ADJUSTED
 OT0473  ______________________________________________________________________
 OT0473  GEOID HEIGHT    -        -15.020 (meters)                     GEOID18
 OT0473  DYNAMIC HEIGHT  -       1048.667 (meters)     3440.50  (feet) COMP
 OT0473  MODELED GRAVITY -    980,169.5   (mgal)                       NAVD 88
 OT0473
 OT0473  VERT ORDER      -  FIRST     CLASS II
 OT0473
 OT0473.The horizontal coordinates were scaled from a map and have
 OT0473.an estimated accuracy of +/- 6 seconds.
 OT0473
 OT0473.The orthometric height was determined by differential leveling and
 OT0473.adjusted by the NATIONAL GEODETIC SURVEY
 OT0473.in June 1991.
 OT0473
 OT0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0473.GEOID18 height accuracy estimate available here.
 OT0473
 OT0473.Click photographs - Photos may exist for this station.
 OT0473
 OT0473.The dynamic height is computed by dividing the NAVD 88
 OT0473.geopotential number by the normal gravity value computed on the
 OT0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0473.degrees latitude (g = 980.6199 gals.).
 OT0473
 OT0473.The modeled gravity was interpolated from observed gravity values.
 OT0473
 OT0473;                    North         East    Units  Estimated Accuracy
 OT0473;SPC SD S     -   116,050.      315,450.      MT  (+/- 180 meters Scaled)
 OT0473
 OT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH938974(NAD 83)
 OT0473
 OT0473                          SUPERSEDED SURVEY CONTROL
 OT0473
 OT0473  NGVD 29 (??/??/92) 1048.559  (m)         3440.15   (f) ADJ UNCH    1 2
 OT0473
 OT0473.Superseded values are not recommended for survey control.
 OT0473
 OT0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0473.See file dsdata.pdf to determine how the superseded data were derived.
 OT0473
 OT0473_MARKER: DB = BENCH MARK DISK
 OT0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0473_STAMPING: F 334 1957
 OT0473_MARK LOGO: CGS
 OT0473_PROJECTION: PROJECTING 18 CENTIMETERS
 OT0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0473+STABILITY: SURFACE MOTION
 OT0473
 OT0473  HISTORY     - Date     Condition        Report By
 OT0473  HISTORY     - 1957     MONUMENTED       CGS
 OT0473
 OT0473                          STATION DESCRIPTION
 OT0473
 OT0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0473'2.2 MI NW FROM EDGEMONT.
 OT0473'ABOUT 2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0473'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 26,
 OT0473'T. 8 S., R. 2 E., 98 FEET NORTHEAST OF THE NORTHEAST RAIL, 120
 OT0473'FEET SOUTHWEST OF A POWER POLE, 98 FEET SOUTHEAST OF A LONE
 OT0473'14-INCH COTTONWOOD, 94 FEET SOUTH OF A FENCE LINE, 2 FEET
 OT0473'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WITNESS POST,
 OT0473'ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 OT0473'POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0465 ***********************************************************************
 OT0465  DESIGNATION -  F 335
 OT0465  PID         -  OT0465
 OT0465  STATE/COUNTY-  SD/FALL RIVER
 OT0465  COUNTRY     -  US
 OT0465  USGS QUAD   -  EDGEMONT (2017)
 OT0465
 OT0465                         *CURRENT SURVEY CONTROL
 OT0465  ______________________________________________________________________
 OT0465* NAD 83(1986) POSITION- 43 17 49.     (N) 103 50 06.     (W)   SCALED
 OT0465* NAVD 88 ORTHO HEIGHT -  1090.148 (meters)     3576.59  (feet) ADJUSTED
 OT0465  ______________________________________________________________________
 OT0465  GEOID HEIGHT    -        -15.074 (meters)                     GEOID18
 OT0465  DYNAMIC HEIGHT  -       1089.698 (meters)     3575.12  (feet) COMP
 OT0465  MODELED GRAVITY -    980,169.1   (mgal)                       NAVD 88
 OT0465
 OT0465  VERT ORDER      -  FIRST     CLASS II
 OT0465
 OT0465.The horizontal coordinates were scaled from a map and have
 OT0465.an estimated accuracy of +/- 6 seconds.
 OT0465
 OT0465.The orthometric height was determined by differential leveling and
 OT0465.adjusted by the NATIONAL GEODETIC SURVEY
 OT0465.in June 1991.
 OT0465
 OT0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0465.GEOID18 height accuracy estimate available here.
 OT0465
 OT0465.Click photographs - Photos may exist for this station.
 OT0465
 OT0465.The dynamic height is computed by dividing the NAVD 88
 OT0465.geopotential number by the normal gravity value computed on the
 OT0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0465.degrees latitude (g = 980.6199 gals.).
 OT0465
 OT0465.The modeled gravity was interpolated from observed gravity values.
 OT0465
 OT0465;                    North         East    Units  Estimated Accuracy
 OT0465;SPC SD S     -   113,040.      315,960.      MT  (+/- 180 meters Scaled)
 OT0465
 OT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH944944(NAD 83)
 OT0465
 OT0465                          SUPERSEDED SURVEY CONTROL
 OT0465
 OT0465  NGVD 29 (??/??/92) 1089.650  (m)         3574.96   (f) ADJ UNCH    1 2
 OT0465
 OT0465.Superseded values are not recommended for survey control.
 OT0465
 OT0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0465.See file dsdata.pdf to determine how the superseded data were derived.
 OT0465
 OT0465_MARKER: DB = BENCH MARK DISK
 OT0465_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OT0465+WITH SETTING: PAVEMENT
 OT0465_SP_SET: STANDPIPE FOUNDATION
 OT0465_STAMPING: F 335 1957
 OT0465_MARK LOGO: CGS
 OT0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0465+STABILITY: SURFACE MOTION
 OT0465
 OT0465  HISTORY     - Date     Condition        Report By
 OT0465  HISTORY     - 1957     MONUMENTED       CGS
 OT0465  HISTORY     - 1963     GOOD             CGS
 OT0465  HISTORY     - 1985     GOOD             NGS
 OT0465
 OT0465                          STATION DESCRIPTION
 OT0465
 OT0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0465'0.6 MI SW FROM EDGEMONT.
 OT0465'0.1 MILE SOUTH ALONG STATE HIGHWAY 52 FROM THE CITY HALL AT
 OT0465'EDGEMONT, 0.5 MILE WEST ALONG A GRAVEL ROAD, IN SECTION 1,
 OT0465'T. 9 S., R 2 E., 85 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OT0465'IN THE TOP OF THE SOUTHWEST SIDE OF THE CONCRETE FOUNDATION
 OT0465'FOR THE CITY WATER STANDPIPE, 1 FOOT ABOVE THE GROUND.
 OT0465
 OT0465                          STATION RECOVERY (1985)
 OT0465
 OT0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0239 ***********************************************************************
 OR0239  DESIGNATION -  F 336
 OR0239  PID         -  OR0239
 OR0239  STATE/COUNTY-  SD/CHARLES MIX
 OR0239  COUNTRY     -  US
 OR0239  USGS QUAD   -  LAKE ANDES (2017)
 OR0239
 OR0239                         *CURRENT SURVEY CONTROL
 OR0239  ______________________________________________________________________
 OR0239* NAD 83(1986) POSITION- 43 09 18.     (N) 098 33 18.     (W)   SCALED
 OR0239* NAVD 88 ORTHO HEIGHT -   447.143 (meters)     1467.00  (feet) ADJUSTED
 OR0239  ______________________________________________________________________
 OR0239  GEOID HEIGHT    -        -26.392 (meters)                     GEOID18
 OR0239  DYNAMIC HEIGHT  -        446.997 (meters)     1466.52  (feet) COMP
 OR0239  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 OR0239
 OR0239  VERT ORDER      -  FIRST     CLASS II
 OR0239
 OR0239.The horizontal coordinates were scaled from a map and have
 OR0239.an estimated accuracy of +/- 6 seconds.
 OR0239
 OR0239.The orthometric height was determined by differential leveling and
 OR0239.adjusted by the NATIONAL GEODETIC SURVEY
 OR0239.in June 1991.
 OR0239
 OR0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0239.GEOID18 height accuracy estimate available here.
 OR0239
 OR0239.Click photographs - Photos may exist for this station.
 OR0239
 OR0239.The dynamic height is computed by dividing the NAVD 88
 OR0239.geopotential number by the normal gravity value computed on the
 OR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0239.degrees latitude (g = 980.6199 gals.).
 OR0239
 OR0239.The modeled gravity was interpolated from observed gravity values.
 OR0239
 OR0239;                    North         East    Units  Estimated Accuracy
 OR0239;SPC SD S     -    92,830.      744,620.      MT  (+/- 180 meters Scaled)
 OR0239
 OR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN361781(NAD 83)
 OR0239
 OR0239                          SUPERSEDED SURVEY CONTROL
 OR0239
 OR0239  NGVD 29 (??/??/92)  446.836  (m)         1465.99   (f) ADJ UNCH    1 2
 OR0239
 OR0239.Superseded values are not recommended for survey control.
 OR0239
 OR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0239.See file dsdata.pdf to determine how the superseded data were derived.
 OR0239
 OR0239_MARKER: DB = BENCH MARK DISK
 OR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0239_STAMPING: F 336 1949
 OR0239_MARK LOGO: CGS
 OR0239_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0239+STABILITY: SURFACE MOTION
 OR0239
 OR0239  HISTORY     - Date     Condition        Report By
 OR0239  HISTORY     - 1949     MONUMENTED       CGS
 OR0239  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0239
 OR0239                          STATION DESCRIPTION
 OR0239
 OR0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0239'0.6 MI W FROM LAKE ANDES.
 OR0239'0.55 MILE WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO. 50
 OR0239'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0239'STATION AT LAKE ANDES, AT THE MAIN ENTRANCE TO THE LAKE ANDES
 OR0239'AIRPORT, 51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0239'21.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH TO
 OR0239'THE OFFICE AND HANGARS, 16.0 FEET NORTH OF THE CENTER LINE OF A
 OR0239'GATE FOR A ROAD LEADING ONTO THE LANDING STRIP, IN LINE WITH
 OR0239'A NORTH-SOUTH ROW OF SHORT GUARD POSTS, 0.5 FOOT SOUTH OF A
 OR0239'FENCE, 1.2 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 OR0239'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OR0239
 OR0239                          STATION RECOVERY (2013)
 OR0239
 OR0239'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0123 ***********************************************************************
 OR0123  DESIGNATION -  F 337
 OR0123  PID         -  OR0123
 OR0123  STATE/COUNTY-  SD/CHARLES MIX
 OR0123  COUNTRY     -  US
 OR0123  USGS QUAD   -  WAGNER SW (2017)
 OR0123
 OR0123                         *CURRENT SURVEY CONTROL
 OR0123  ______________________________________________________________________
 OR0123* NAD 83(1986) POSITION- 43 04 06.     (N) 098 29 12.     (W)   SCALED
 OR0123* NAVD 88 ORTHO HEIGHT -   557.455 (meters)     1828.92  (feet) ADJUSTED
 OR0123  ______________________________________________________________________
 OR0123  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 OR0123  DYNAMIC HEIGHT  -        557.272 (meters)     1828.32  (feet) COMP
 OR0123  MODELED GRAVITY -    980,274.4   (mgal)                       NAVD 88
 OR0123
 OR0123  VERT ORDER      -  SECOND    CLASS 0
 OR0123
 OR0123.The horizontal coordinates were scaled from a map and have
 OR0123.an estimated accuracy of +/- 6 seconds.
 OR0123
 OR0123.The orthometric height was determined by differential leveling and
 OR0123.adjusted by the NATIONAL GEODETIC SURVEY
 OR0123.in June 1991.
 OR0123
 OR0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0123.GEOID18 height accuracy estimate available here.
 OR0123
 OR0123.Click photographs - Photos may exist for this station.
 OR0123
 OR0123.The dynamic height is computed by dividing the NAVD 88
 OR0123.geopotential number by the normal gravity value computed on the
 OR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0123.degrees latitude (g = 980.6199 gals.).
 OR0123
 OR0123.The modeled gravity was interpolated from observed gravity values.
 OR0123
 OR0123;                    North         East    Units  Estimated Accuracy
 OR0123;SPC SD S     -    83,320.      750,390.      MT  (+/- 180 meters Scaled)
 OR0123
 OR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN417685(NAD 83)
 OR0123
 OR0123                          SUPERSEDED SURVEY CONTROL
 OR0123
 OR0123  NGVD 29 (??/??/92)  557.160  (m)         1827.95   (f) ADJ UNCH    2 0
 OR0123
 OR0123.Superseded values are not recommended for survey control.
 OR0123
 OR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0123.See file dsdata.pdf to determine how the superseded data were derived.
 OR0123
 OR0123_MARKER: DB = BENCH MARK DISK
 OR0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0123_STAMPING: F 337 1949
 OR0123_MARK LOGO: CGS
 OR0123_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0123+STABILITY: SURFACE MOTION
 OR0123
 OR0123  HISTORY     - Date     Condition        Report By
 OR0123  HISTORY     - 1949     MONUMENTED       CGS
 OR0123  HISTORY     - 1963     POOR             CGS
 OR0123
 OR0123                          STATION DESCRIPTION
 OR0123
 OR0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0123'2.3 MI E FROM PICKSTOWN.
 OR0123'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 OR0123'PICKSTOWN, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, AT A
 OR0123'T-JUNCTION OF A NORTH-SOUTH ROAD AND THE ROAD LEADING WEST TO
 OR0123'PICKSTOWN, IN THE NORTHWEST CORNER OF A SCHOOLYARD, 280.0 FEET
 OR0123'NORTH OF THE CENTER LINE OF THE PICKSTOWN ROAD, 80.4 FEET
 OR0123'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 40.0
 OR0123'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 7.3 FEET
 OR0123'EAST OF A CORNER FENCE POST, 0.9 FOOT SOUTH OF A FENCE, 1.3 FEET
 OR0123'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0123'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0123
 OR0123                          STATION RECOVERY (1963)
 OR0123
 OR0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0123'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0065 ***********************************************************************
 NN0065  DESIGNATION -  F 338 RESET
 NN0065  PID         -  NN0065
 NN0065  STATE/COUNTY-  SD/CHARLES MIX
 NN0065  COUNTRY     -  US
 NN0065  USGS QUAD   -  LYNCH NE (2017)
 NN0065
 NN0065                         *CURRENT SURVEY CONTROL
 NN0065  ______________________________________________________________________
 NN0065* NAD 83(1986) POSITION- 42 52 42.     (N) 098 15 01.     (W)   SCALED
 NN0065* NAVD 88 ORTHO HEIGHT -   375.21  (meters)     1231.0   (feet) RESET
 NN0065  ______________________________________________________________________
 NN0065  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 NN0065  VERT ORDER      -  THIRD
 NN0065
 NN0065.The horizontal coordinates were scaled from a map and have
 NN0065.an estimated accuracy of +/- 6 seconds.
 NN0065
 NN0065.The orthometric height was computed from unverified reset data.
 NN0065
 NN0065.No vertical observational check was made to the station.
 NN0065
 NN0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0065.GEOID18 height accuracy estimate available here.
 NN0065
 NN0065.Click photographs - Photos may exist for this station.
 NN0065
 NN0065;                    North         East    Units  Estimated Accuracy
 NN0065;SPC SD S     -    62,680.      770,170.      MT  (+/- 180 meters Scaled)
 NN0065
 NN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN612475(NAD 83)
 NN0065
 NN0065                          SUPERSEDED SURVEY CONTROL
 NN0065
 NN0065  NGVD 29 (04/17/07)  374.97   (m)         1230.2    (f) RESET       3  
 NN0065
 NN0065.Superseded values are not recommended for survey control.
 NN0065
 NN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0065.See file dsdata.pdf to determine how the superseded data were derived.
 NN0065
 NN0065_MARKER: DV = VERTICAL CONTROL DISK
 NN0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0065_STAMPING: F 338 RESET 1975
 NN0065_MARK LOGO: NGS
 NN0065_PROJECTION: PROJECTING 20 CENTIMETERS
 NN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0065+STABILITY: SURFACE MOTION
 NN0065
 NN0065  HISTORY     - Date     Condition        Report By
 NN0065  HISTORY     - 1975     MONUMENTED       NGS
 NN0065
 NN0065                          STATION DESCRIPTION
 NN0065
 NN0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NN0065'8.9 MI SE FROM GREENWOOD.
 NN0065'8.9 MILES EAST AND SOUTHEAST ALONG THE RIVER ROAD FROM THE
 NN0065'COMMUNITY BUILDING AT GREENWOOD, TO A FARM ROAD ON THE LEFT,
 NN0065'141 FEET NORTH OF THE CENTER OF THE HIGHWAY, 30 FEET WEST
 NN0065'OF THE CENTER OF THE FARM ROAD, 1-FOOT EAST OF A FENCE,
 NN0065'1.3 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 NN0065'ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0679 ***********************************************************************
 OR0679  DESIGNATION -  F 339
 OR0679  PID         -  OR0679
 OR0679  STATE/COUNTY-  SD/GREGORY
 OR0679  COUNTRY     -  US
 OR0679  USGS QUAD   -  HERRICK NE (2017)
 OR0679
 OR0679                         *CURRENT SURVEY CONTROL
 OR0679  ______________________________________________________________________
 OR0679* NAD 83(1986) POSITION- 43 13 00.     (N) 099 00 30.     (W)   SCALED
 OR0679* NAVD 88 ORTHO HEIGHT -   465.936 (meters)     1528.66  (feet) ADJUSTED
 OR0679  ______________________________________________________________________
 OR0679  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 OR0679  DYNAMIC HEIGHT  -        465.778 (meters)     1528.14  (feet) COMP
 OR0679  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 OR0679
 OR0679  VERT ORDER      -  FIRST     CLASS II
 OR0679
 OR0679.The horizontal coordinates were scaled from a map and have
 OR0679.an estimated accuracy of +/- 6 seconds.
 OR0679
 OR0679.The orthometric height was determined by differential leveling and
 OR0679.adjusted by the NATIONAL GEODETIC SURVEY
 OR0679.in June 1991.
 OR0679
 OR0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0679.GEOID18 height accuracy estimate available here.
 OR0679
 OR0679.Click photographs - Photos may exist for this station.
 OR0679
 OR0679.The dynamic height is computed by dividing the NAVD 88
 OR0679.geopotential number by the normal gravity value computed on the
 OR0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0679.degrees latitude (g = 980.6199 gals.).
 OR0679
 OR0679.The modeled gravity was interpolated from observed gravity values.
 OR0679
 OR0679;                    North         East    Units  Estimated Accuracy
 OR0679;SPC SD S     -    98,990.      707,650.      MT  (+/- 180 meters Scaled)
 OR0679
 OR0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN993848(NAD 83)
 OR0679
 OR0679                          SUPERSEDED SURVEY CONTROL
 OR0679
 OR0679  NGVD 29 (??/??/92)  465.606  (m)         1527.58   (f) ADJ UNCH    1 2
 OR0679
 OR0679.Superseded values are not recommended for survey control.
 OR0679
 OR0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0679.See file dsdata.pdf to determine how the superseded data were derived.
 OR0679
 OR0679_MARKER: DB = BENCH MARK DISK
 OR0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0679_STAMPING: F 339 1949
 OR0679_MARK LOGO: CGS
 OR0679_PROJECTION: FLUSH
 OR0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0679+STABILITY: SURFACE MOTION
 OR0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0679+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0679
 OR0679  HISTORY     - Date     Condition        Report By
 OR0679  HISTORY     - 1949     MONUMENTED       CGS
 OR0679  HISTORY     - 20120115 GOOD             INDIV
 OR0679
 OR0679                          STATION DESCRIPTION
 OR0679
 OR0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0679'12.8 MI NW FROM BONESTEEL.
 OR0679'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0679'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0679'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0679'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, JUST NORTH
 OR0679'OF A CURVE WITH TANGENTS LEADING NORTH AND EAST, ABOUT 15 FEET
 OR0679'NORTH OF THE TOP OF THE NORTH BANK OF A DRAW, 33 FEET EAST OF THE
 OR0679'CENTER LINE OF THE ROAD, 62 FEET NORTHEAST OF THE APPROXIMATE
 OR0679'CENTER LINES OF THE ROAD AND THE DRAW, 4 FEET EAST OF A CORNER
 OR0679'FENCE POST, 1.5 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A REFERENCE
 OR0679'POST, SET IN THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE
 OR0679'GROUND.
 OR0679
 OR0679                          STATION RECOVERY (2012)
 OR0679
 OR0679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0807 ***********************************************************************
 OR0807  DESIGNATION -  F 340 RESET
 OR0807  PID         -  OR0807
 OR0807  STATE/COUNTY-  SD/GREGORY
 OR0807  COUNTRY     -  US
 OR0807  USGS QUAD   -  LUCAS SE (2017)
 OR0807
 OR0807                         *CURRENT SURVEY CONTROL
 OR0807  ______________________________________________________________________
 OR0807* NAD 83(1986) POSITION- 43 18 05.     (N) 099 05 40.     (W)   SCALED
 OR0807* NAVD 88 ORTHO HEIGHT -   602.45  (meters)     1976.5   (feet) RESET
 OR0807  ______________________________________________________________________
 OR0807  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 OR0807  VERT ORDER      -  THIRD
 OR0807
 OR0807.The horizontal coordinates were scaled from a map and have
 OR0807.an estimated accuracy of +/- 6 seconds.
 OR0807
 OR0807.The orthometric height was computed from unverified reset data.
 OR0807
 OR0807.No vertical observational check was made to the station.
 OR0807
 OR0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0807.GEOID18 height accuracy estimate available here.
 OR0807
 OR0807.Click photographs - Photos may exist for this station.
 OR0807
 OR0807;                    North         East    Units  Estimated Accuracy
 OR0807;SPC SD S     -   108,290.      700,510.      MT  (+/- 180 meters Scaled)
 OR0807
 OR0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN923942(NAD 83)
 OR0807
 OR0807                          SUPERSEDED SURVEY CONTROL
 OR0807
 OR0807  NGVD 29 (04/17/07)  602.11   (m)         1975.4    (f) RESET       3  
 OR0807
 OR0807.Superseded values are not recommended for survey control.
 OR0807
 OR0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0807.See file dsdata.pdf to determine how the superseded data were derived.
 OR0807
 OR0807_MARKER: DV = VERTICAL CONTROL DISK
 OR0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0807_STAMPING: F 340 1949 RESET 1981
 OR0807_MARK LOGO: NGS
 OR0807_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0807+STABILITY: SURFACE MOTION
 OR0807
 OR0807  HISTORY     - Date     Condition        Report By
 OR0807  HISTORY     - 1981     MONUMENTED       NGS
 OR0807
 OR0807                          STATION DESCRIPTION
 OR0807
 OR0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OR0807'43.7 KM (27.1 MI) SW FROM PLATTE.
 OR0807'29.0 KM (18.0 MI) WEST ALONG HIGHWAY 44 FROM PLATTE, THENCE 14.7 KM
 OR0807'(9.1 MI) SOUTHEAST ALONG HIGHWAY 1806 TO THE MARK, 85.5 METERS
 OR0807'(280.4 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 8.7 METERS
 OR0807'(28.5 FEET) WEST OF A FENCE.
 OR0807'THE MARK IS 1.1 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0317 ***********************************************************************
 OQ0317  DESIGNATION -  F 341
 OQ0317  PID         -  OQ0317
 OQ0317  STATE/COUNTY-  SD/MINNEHAHA
 OQ0317  COUNTRY     -  US
 OQ0317  USGS QUAD   -  RENNER (2017)
 OQ0317
 OQ0317                         *CURRENT SURVEY CONTROL
 OQ0317  ______________________________________________________________________
 OQ0317* NAD 83(1986) POSITION- 43 41 49.     (N) 096 43 50.     (W)   SCALED
 OQ0317* NAVD 88 ORTHO HEIGHT -   442.647 (meters)     1452.25  (feet) ADJUSTED
 OQ0317  ______________________________________________________________________
 OQ0317  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 OQ0317  DYNAMIC HEIGHT  -        442.538 (meters)     1451.89  (feet) COMP
 OQ0317  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 OQ0317
 OQ0317  VERT ORDER      -  FIRST     CLASS II
 OQ0317
 OQ0317.The horizontal coordinates were scaled from a map and have
 OQ0317.an estimated accuracy of +/- 6 seconds.
 OQ0317
 OQ0317.The orthometric height was determined by differential leveling and
 OQ0317.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0317.in June 1991.
 OQ0317
 OQ0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0317.GEOID18 height accuracy estimate available here.
 OQ0317
 OQ0317.Click photographs - Photos may exist for this station.
 OQ0317
 OQ0317.The dynamic height is computed by dividing the NAVD 88
 OQ0317.geopotential number by the normal gravity value computed on the
 OQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0317.degrees latitude (g = 980.6199 gals.).
 OQ0317
 OQ0317.The modeled gravity was interpolated from observed gravity values.
 OQ0317
 OQ0317;                    North         East    Units  Estimated Accuracy
 OQ0317;SPC SD S     -   157,780.      890,310.      MT  (+/- 180 meters Scaled)
 OQ0317
 OQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP828407(NAD 83)
 OQ0317
 OQ0317                          SUPERSEDED SURVEY CONTROL
 OQ0317
 OQ0317  NGVD 29 (??/??/92)  442.368  (m)         1451.34   (f) ADJ UNCH    1 2
 OQ0317
 OQ0317.Superseded values are not recommended for survey control.
 OQ0317
 OQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0317.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0317
 OQ0317_MARKER: DB = BENCH MARK DISK
 OQ0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0317_SP_SET: BRIDGE
 OQ0317_STAMPING: F 341 1949
 OQ0317_MARK LOGO: CGS
 OQ0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0317
 OQ0317  HISTORY     - Date     Condition        Report By
 OQ0317  HISTORY     - 1949     MONUMENTED       CGS
 OQ0317
 OQ0317                          STATION DESCRIPTION
 OQ0317
 OQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0317'4.5 MI S FROM BALTIC.
 OQ0317'4.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0317'RAILROAD FROM THE STATION AT BALTIC, 10 POLES SOUTH OF MILEPOST
 OQ0317'81, AT A ROAD CROSSING, 62.0 FEET WEST OF THE WEST RAIL OF THE
 OQ0317'TRACK, 10.0 FEET SOUTH OF AND 0.4 FOOT HIGHER THAN THE CENTER
 OQ0317'LINE OF AN EAST-WEST ROAD, 1.0 FOOT WEST OF THE EAST END OF AND
 OQ0317'SET IN THE TOP OF THE SOUTH CONCRETE CURB OF A 50-FOOT CONCRETE
 OQ0317'BRIDGE UNDER AN EAST-WEST ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0454 ***********************************************************************
 PR0454  DESIGNATION -  F 342
 PR0454  PID         -  PR0454
 PR0454  STATE/COUNTY-  SD/HAMLIN
 PR0454  COUNTRY     -  US
 PR0454  USGS QUAD   -  WATERTOWN SE (2017)
 PR0454
 PR0454                         *CURRENT SURVEY CONTROL
 PR0454  ______________________________________________________________________
 PR0454* NAD 83(1986) POSITION- 44 47 22.     (N) 097 01 34.     (W)   SCALED
 PR0454* NAVD 88 ORTHO HEIGHT -   537.081 (meters)     1762.07  (feet) ADJUSTED
 PR0454  ______________________________________________________________________
 PR0454  GEOID HEIGHT    -        -25.040 (meters)                     GEOID18
 PR0454  DYNAMIC HEIGHT  -        537.002 (meters)     1761.81  (feet) COMP
 PR0454  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 PR0454
 PR0454  VERT ORDER      -  SECOND    CLASS 0
 PR0454
 PR0454.The horizontal coordinates were scaled from a map and have
 PR0454.an estimated accuracy of +/- 6 seconds.
 PR0454
 PR0454.The orthometric height was determined by differential leveling and
 PR0454.adjusted by the NATIONAL GEODETIC SURVEY
 PR0454.in June 1991.
 PR0454
 PR0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0454.GEOID18 height accuracy estimate available here.
 PR0454
 PR0454.Click photographs - Photos may exist for this station.
 PR0454
 PR0454.The dynamic height is computed by dividing the NAVD 88
 PR0454.geopotential number by the normal gravity value computed on the
 PR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0454.degrees latitude (g = 980.6199 gals.).
 PR0454
 PR0454.The modeled gravity was interpolated from observed gravity values.
 PR0454
 PR0454;                    North         East    Units  Estimated Accuracy
 PR0454;SPC SD N     -   110,570.      835,270.      MT  (+/- 180 meters Scaled)
 PR0454
 PR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ561614(NAD 83)
 PR0454
 PR0454                          SUPERSEDED SURVEY CONTROL
 PR0454
 PR0454  NGVD 29 (??/??/92)  536.786  (m)         1761.11   (f) ADJ UNCH    2 0
 PR0454
 PR0454.Superseded values are not recommended for survey control.
 PR0454
 PR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0454.See file dsdata.pdf to determine how the superseded data were derived.
 PR0454
 PR0454_MARKER: DB = BENCH MARK DISK
 PR0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0454_STAMPING: F 342 1949
 PR0454_MARK LOGO: CGS
 PR0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0454+STABILITY: SURFACE MOTION
 PR0454
 PR0454  HISTORY     - Date     Condition        Report By
 PR0454  HISTORY     - 1949     MONUMENTED       CGS
 PR0454  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0454
 PR0454                          STATION DESCRIPTION
 PR0454
 PR0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0454'4.4 MI N FROM CASTLEWOOD.
 PR0454'4.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0454'CASTLEWOOD, AT A ROAD INTERSECTION, 41.0 FEET EAST OF THE
 PR0454'CENTER LINE OF A NORTH-SOUTH ROAD, 36.0 FEET SOUTH OF THE
 PR0454'CENTER LINE OF AN EAST-WEST ROAD, 2.5 FEET SOUTHEAST OF A
 PR0454'FENCE CORNER, 1.6 FEET NORTH OF A REFERENCE POST, AND SET IN
 PR0454'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PR0454
 PR0454                          STATION RECOVERY (1968)
 PR0454
 PR0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1110 ***********************************************************************
 NM1110  DESIGNATION -  F 343
 NM1110  PID         -  NM1110
 NM1110  STATE/COUNTY-  SD/CLAY
 NM1110  COUNTRY     -  US
 NM1110  USGS QUAD   -  MECKLING (2017)
 NM1110
 NM1110                         *CURRENT SURVEY CONTROL
 NM1110  ______________________________________________________________________
 NM1110* NAD 83(1986) POSITION- 42 47 01.     (N) 097 02 06.     (W)   SCALED
 NM1110* NAVD 88 ORTHO HEIGHT -   353.085 (meters)     1158.41  (feet) ADJUSTED
 NM1110  ______________________________________________________________________
 NM1110  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 NM1110  DYNAMIC HEIGHT  -        352.980 (meters)     1158.07  (feet) COMP
 NM1110  MODELED GRAVITY -    980,312.6   (mgal)                       NAVD 88
 NM1110
 NM1110  VERT ORDER      -  SECOND    CLASS 0
 NM1110
 NM1110.The horizontal coordinates were scaled from a map and have
 NM1110.an estimated accuracy of +/- 6 seconds.
 NM1110
 NM1110.The orthometric height was determined by differential leveling and
 NM1110.adjusted by the NATIONAL GEODETIC SURVEY
 NM1110.in June 1991.
 NM1110
 NM1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1110.GEOID18 height accuracy estimate available here.
 NM1110
 NM1110.Click photographs - Photos may exist for this station.
 NM1110
 NM1110.The dynamic height is computed by dividing the NAVD 88
 NM1110.geopotential number by the normal gravity value computed on the
 NM1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1110.degrees latitude (g = 980.6199 gals.).
 NM1110
 NM1110.The modeled gravity was interpolated from observed gravity values.
 NM1110
 NM1110;                    North         East    Units  Estimated Accuracy
 NM1110;SPC SD S     -    55,380.      869,820.      MT  (+/- 180 meters Scaled)
 NM1110
 NM1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN607386(NAD 83)
 NM1110
 NM1110                          SUPERSEDED SURVEY CONTROL
 NM1110
 NM1110  NGVD 29 (??/??/92)  352.876  (m)         1157.73   (f) ADJ UNCH    2 0
 NM1110
 NM1110.Superseded values are not recommended for survey control.
 NM1110
 NM1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1110.See file dsdata.pdf to determine how the superseded data were derived.
 NM1110
 NM1110_MARKER: DB = BENCH MARK DISK
 NM1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1110_SP_SET: FOUNDATION
 NM1110_STAMPING: F 343 1949
 NM1110_MARK LOGO: CGS
 NM1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1110
 NM1110  HISTORY     - Date     Condition        Report By
 NM1110  HISTORY     - 1949     MONUMENTED       CGS
 NM1110
 NM1110                          STATION DESCRIPTION
 NM1110
 NM1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1110'5.4 MI W FROM VERMILLION.
 NM1110'1.8 MILES WEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE AT
 NM1110'VERMILLION, THENCE 3.55 MILES WEST ALONG A GRAVELED ROAD, 1.0
 NM1110'FOOT WEST OF THE SOUTHEAST CORNER OF AND SET VERTICALLY 3.0 FEET
 NM1110'ABOVE THE GROUND IN THE SOUTH CONCRETE FOUNDATION OF THE ELMWOOD
 NM1110'SCHOOLHOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1089 ***********************************************************************
 NM1089  DESIGNATION -  F 344
 NM1089  PID         -  NM1089
 NM1089  STATE/COUNTY-  SD/YANKTON
 NM1089  COUNTRY     -  US
 NM1089  USGS QUAD   -  SAINT HELENA (2017)
 NM1089
 NM1089                         *CURRENT SURVEY CONTROL
 NM1089  ______________________________________________________________________
 NM1089* NAD 83(1986) POSITION- 42 51 10.     (N) 097 13 13.     (W)   SCALED
 NM1089* NAVD 88 ORTHO HEIGHT -   355.227 (meters)     1165.44  (feet) ADJUSTED
 NM1089  ______________________________________________________________________
 NM1089  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 NM1089  DYNAMIC HEIGHT  -        355.125 (meters)     1165.11  (feet) COMP
 NM1089  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 NM1089
 NM1089  VERT ORDER      -  SECOND    CLASS 0
 NM1089
 NM1089.The horizontal coordinates were scaled from a map and have
 NM1089.an estimated accuracy of +/- 6 seconds.
 NM1089
 NM1089.The orthometric height was determined by differential leveling and
 NM1089.adjusted by the NATIONAL GEODETIC SURVEY
 NM1089.in June 1991.
 NM1089
 NM1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1089.GEOID18 height accuracy estimate available here.
 NM1089
 NM1089.Click photographs - Photos may exist for this station.
 NM1089
 NM1089.The dynamic height is computed by dividing the NAVD 88
 NM1089.geopotential number by the normal gravity value computed on the
 NM1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1089.degrees latitude (g = 980.6199 gals.).
 NM1089
 NM1089.The modeled gravity was interpolated from observed gravity values.
 NM1089
 NM1089;                    North         East    Units  Estimated Accuracy
 NM1089;SPC SD S     -    62,470.      854,390.      MT  (+/- 180 meters Scaled)
 NM1089
 NM1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN454460(NAD 83)
 NM1089
 NM1089                          SUPERSEDED SURVEY CONTROL
 NM1089
 NM1089  NGVD 29 (??/??/92)  355.029  (m)         1164.79   (f) ADJ UNCH    2 0
 NM1089
 NM1089.Superseded values are not recommended for survey control.
 NM1089
 NM1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1089.See file dsdata.pdf to determine how the superseded data were derived.
 NM1089
 NM1089_MARKER: DB = BENCH MARK DISK
 NM1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1089_STAMPING: F 344 1949
 NM1089_MARK LOGO: CGS
 NM1089_PROJECTION: PROJECTING 18 CENTIMETERS
 NM1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1089+STABILITY: SURFACE MOTION
 NM1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1089+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 NM1089
 NM1089  HISTORY     - Date     Condition        Report By
 NM1089  HISTORY     - 1949     MONUMENTED       CGS
 NM1089  HISTORY     - 20110426 GOOD             INDIV
 NM1089
 NM1089                          STATION DESCRIPTION
 NM1089
 NM1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1089'4.8 MI SW FROM GAYVILLE.
 NM1089'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1089'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1089'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROD, THENCE 0.25 MILE
 NM1089'WEST ALONG A GRAVELED ROD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 NM1089'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, AT THE FARM
 NM1089'HOME OF LAWRENCE RYKEN, 234.0 FEET NORTH OF THE NORTHEAST CORNER
 NM1089'OF THE HOUSE, 195 FEET NORTH OF THE EXTENDED CENTER LINE OF AN
 NM1089'L ROAD LEADING EAST, 31 FEET WEST OF THE CENTER LINE OF THE
 NM1089'ROAD LEADING NORTH, 2.0 FEET SOUTHWEST OF A FENCE CORNER POST,
 NM1089'1.0 FOOT SOUTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST,
 NM1089'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.6
 NM1089'FOOT ABOVE THE GROUND.
 NM1089
 NM1089                          STATION RECOVERY (2011)
 NM1089
 NM1089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (CLB)
 NM1089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0391 ***********************************************************************
 PS0391  DESIGNATION -  F 349
 PS0391  PID         -  PS0391
 PS0391  STATE/COUNTY-  SD/BUFFALO
 PS0391  COUNTRY     -  US
 PS0391  USGS QUAD   -  LOWER BRULE (2017)
 PS0391
 PS0391                         *CURRENT SURVEY CONTROL
 PS0391  ______________________________________________________________________
 PS0391* NAD 83(1986) POSITION- 44 04 38.     (N) 099 30 29.     (W)   SCALED
 PS0391* NAVD 88 ORTHO HEIGHT -   443.255 (meters)     1454.25  (feet) ADJUSTED
 PS0391  ______________________________________________________________________
 PS0391  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 PS0391  DYNAMIC HEIGHT  -        443.153 (meters)     1453.91  (feet) COMP
 PS0391  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 PS0391
 PS0391  VERT ORDER      -  FIRST     CLASS II
 PS0391
 PS0391.The horizontal coordinates were scaled from a map and have
 PS0391.an estimated accuracy of +/- 6 seconds.
 PS0391
 PS0391.The orthometric height was determined by differential leveling and
 PS0391.adjusted by the NATIONAL GEODETIC SURVEY
 PS0391.in June 1991.
 PS0391
 PS0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0391.GEOID18 height accuracy estimate available here.
 PS0391
 PS0391.Click photographs - Photos may exist for this station.
 PS0391
 PS0391.The dynamic height is computed by dividing the NAVD 88
 PS0391.geopotential number by the normal gravity value computed on the
 PS0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0391.degrees latitude (g = 980.6199 gals.).
 PS0391
 PS0391.The modeled gravity was interpolated from observed gravity values.
 PS0391
 PS0391;                    North         East    Units  Estimated Accuracy
 PS0391;SPC SD S     -   194,060.      666,100.      MT  (+/- 180 meters Scaled)
 PS0391
 PS0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP593805(NAD 83)
 PS0391
 PS0391                          SUPERSEDED SURVEY CONTROL
 PS0391
 PS0391  NGVD 29 (??/??/92)  442.93   (m)         1453.2    (f) COMPUTED    1 2
 PS0391
 PS0391.Superseded values are not recommended for survey control.
 PS0391
 PS0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0391.See file dsdata.pdf to determine how the superseded data were derived.
 PS0391
 PS0391_MARKER: DB = BENCH MARK DISK
 PS0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0391_STAMPING: F 349 1949
 PS0391_MARK LOGO: CGS
 PS0391_PROJECTION: FLUSH
 PS0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0391+STABILITY: SURFACE MOTION
 PS0391
 PS0391  HISTORY     - Date     Condition        Report By
 PS0391  HISTORY     - 1949     MONUMENTED       CGS
 PS0391
 PS0391                          STATION DESCRIPTION
 PS0391
 PS0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0391'5.2 MI NW FROM FORT THOMPSON.
 PS0391'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0391'FORT THOMPSON, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY NO. 47,
 PS0391'THENCE 3.45 MILES WEST ALONG A DIRT ROAD, ALONG A NORTH-SOUTH
 PS0391'SECTION LINE FENCE, 141 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PS0391'66 FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD LEADING
 PS0391'NORTHEAST 80 FEET NORTH OF TELEPHONE POLE NO. 7, 30 FEET NORTH
 PS0391'OF THE CENTER LINE OF A GATE, 1.5 FEET EAST OF THE FENCE, 1.3
 PS0391'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 PS0391'5 FEET IN DEPTH AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0459 ***********************************************************************
 PS0459  DESIGNATION -  F 350
 PS0459  PID         -  PS0459
 PS0459  STATE/COUNTY-  SD/HUGHES
 PS0459  COUNTRY     -  US
 PS0459  USGS QUAD   -  LOWER BRULE NE (2017)
 PS0459
 PS0459                         *CURRENT SURVEY CONTROL
 PS0459  ______________________________________________________________________
 PS0459* NAD 83(1986) POSITION- 44 08 52.     (N) 099 36 57.     (W)   SCALED
 PS0459* NAVD 88 ORTHO HEIGHT -   423.634 (meters)     1389.87  (feet) ADJUSTED
 PS0459  ______________________________________________________________________
 PS0459  GEOID HEIGHT    -        -24.422 (meters)                     GEOID18
 PS0459  DYNAMIC HEIGHT  -        423.543 (meters)     1389.57  (feet) COMP
 PS0459  MODELED GRAVITY -    980,390.8   (mgal)                       NAVD 88
 PS0459
 PS0459  VERT ORDER      -  FIRST     CLASS II
 PS0459
 PS0459.The horizontal coordinates were scaled from a map and have
 PS0459.an estimated accuracy of +/- 6 seconds.
 PS0459
 PS0459.The orthometric height was determined by differential leveling and
 PS0459.adjusted by the NATIONAL GEODETIC SURVEY
 PS0459.in June 1991.
 PS0459
 PS0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0459.GEOID18 height accuracy estimate available here.
 PS0459
 PS0459.Click photographs - Photos may exist for this station.
 PS0459
 PS0459.The dynamic height is computed by dividing the NAVD 88
 PS0459.geopotential number by the normal gravity value computed on the
 PS0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0459.degrees latitude (g = 980.6199 gals.).
 PS0459
 PS0459.The modeled gravity was interpolated from observed gravity values.
 PS0459
 PS0459;                    North         East    Units  Estimated Accuracy
 PS0459;SPC SD S     -   201,820.      657,400.      MT  (+/- 180 meters Scaled)
 PS0459
 PS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP507884(NAD 83)
 PS0459
 PS0459                          SUPERSEDED SURVEY CONTROL
 PS0459
 PS0459  NGVD 29 (??/??/92)  423.306  (m)         1388.80   (f) ADJ UNCH    1 2
 PS0459
 PS0459.Superseded values are not recommended for survey control.
 PS0459
 PS0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0459.See file dsdata.pdf to determine how the superseded data were derived.
 PS0459
 PS0459_MARKER: DB = BENCH MARK DISK
 PS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0459_STAMPING: F 350 1949
 PS0459_MARK LOGO: CGS
 PS0459_PROJECTION: PROJECTING 12 CENTIMETERS
 PS0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0459+STABILITY: SURFACE MOTION
 PS0459
 PS0459  HISTORY     - Date     Condition        Report By
 PS0459  HISTORY     - 1949     MONUMENTED       CGS
 PS0459  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0459
 PS0459                          STATION DESCRIPTION
 PS0459
 PS0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0459'11.8 MI E FROM JOE CREEK.
 PS0459'7.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0459'CREEK, THENCE 0.7 MILE NORTHEAST ALONG A FIELD ROAD, THENCE
 PS0459'0.5 MILE SOUTHEAST ALONG A FIELD ROAD, THENCE 1.0 MILE EAST ALONG
 PS0459'A SECTION LINE FENCE, THENCE 1.0 MILE EAST ALONG A FIELD ROAD,
 PS0459'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE EAST
 PS0459'ALONG A FIELD ROAD, ABOUT 0.5 MILE EAST OF A FARMHOUSE, ON THE
 PS0459'SOUTHWEST BANK OF THE MISSOURI RIVER, 103 FEET EAST OF A POINT
 PS0459'146 FEET SOUTH OF A CORNER FENCE POST AT THE INTERSECTION OF A
 PS0459'NORTHWEST-SOUTHEAST FENCE AND AN EAST-WEST FENCE BETWEEN
 PS0459'SECTIONS 16 AND 21, T. 108 N., R. 73 W., 37 FEET NORTHWEST
 PS0459'OF THE CENTER LINE OF A GATE, 1.2 FEET SOUTHWEST OF THE FENCE,
 PS0459'1.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 PS0459'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT ABOVE
 PS0459'THE GROUND.
 PS0459
 PS0459                          STATION RECOVERY (1965)
 PS0459
 PS0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1486 ***********************************************************************
 PU1486  DESIGNATION -  F 355
 PU1486  PID         -  PU1486
 PU1486  STATE/COUNTY-  SD/MEADE
 PU1486  COUNTRY     -  US
 PU1486  USGS QUAD   -  FORT MEADE NE (2017)
 PU1486
 PU1486                         *CURRENT SURVEY CONTROL
 PU1486  ______________________________________________________________________
 PU1486* NAD 83(1986) POSITION- 44 25 25.     (N) 103 22 07.     (W)   SCALED
 PU1486* NAVD 88 ORTHO HEIGHT -   978.977 (meters)     3211.86  (feet) ADJUSTED
 PU1486  ______________________________________________________________________
 PU1486  GEOID HEIGHT    -        -15.971 (meters)                     GEOID18
 PU1486  DYNAMIC HEIGHT  -        978.677 (meters)     3210.88  (feet) COMP
 PU1486  MODELED GRAVITY -    980,277.9   (mgal)                       NAVD 88
 PU1486
 PU1486  VERT ORDER      -  SECOND    CLASS 0
 PU1486
 PU1486.The horizontal coordinates were scaled from a map and have
 PU1486.an estimated accuracy of +/- 6 seconds.
 PU1486
 PU1486.The orthometric height was determined by differential leveling and
 PU1486.adjusted by the NATIONAL GEODETIC SURVEY
 PU1486.in June 1991.
 PU1486
 PU1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1486.GEOID18 height accuracy estimate available here.
 PU1486
 PU1486.Click photographs - Photos may exist for this station.
 PU1486
 PU1486.The dynamic height is computed by dividing the NAVD 88
 PU1486.geopotential number by the normal gravity value computed on the
 PU1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1486.degrees latitude (g = 980.6199 gals.).
 PU1486
 PU1486.The modeled gravity was interpolated from observed gravity values.
 PU1486
 PU1486;                    North         East    Units  Estimated Accuracy
 PU1486;SPC SD N     -    71,170.      331,820.      MT  (+/- 180 meters Scaled)
 PU1486
 PU1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK298202(NAD 83)
 PU1486
 PU1486                          SUPERSEDED SURVEY CONTROL
 PU1486
 PU1486  NGVD 29 (??/??/92)  978.466  (m)         3210.18   (f) ADJ UNCH    2 0
 PU1486
 PU1486.Superseded values are not recommended for survey control.
 PU1486
 PU1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1486.See file dsdata.pdf to determine how the superseded data were derived.
 PU1486
 PU1486_MARKER: DB = BENCH MARK DISK
 PU1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1486_STAMPING: F 335 1961
 PU1486_MARK LOGO: CGS
 PU1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1486+STABILITY: SURFACE MOTION
 PU1486
 PU1486  HISTORY     - Date     Condition        Report By
 PU1486  HISTORY     - 1961     MONUMENTED       CGS
 PU1486
 PU1486                          STATION DESCRIPTION
 PU1486
 PU1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1486'7.1 MI E FROM STURGIS.
 PU1486'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1486'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST
 PU1486'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1486'EAST ALONG DIRT AND SURFACED ROAD FOR 2.3 MILES, 71 FEET SOUTH
 PU1486'OF THE CENTER OF THE ROAD, 3 1/2 FEET NORTHEAST OF A TELEPHONE
 PU1486'POLE, 1 FOOT NORTH OF A FENCE, 2.3 FEET EAST OF A WITNESS
 PU1486'POST, AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 PU1486'3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1976 ***********************************************************************
 PU1976  DESIGNATION -  F 358 RESET
 PU1976  PID         -  PU1976
 PU1976  STATE/COUNTY-  SD/BUTTE
 PU1976  COUNTRY     -  US
 PU1976  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1976
 PU1976                         *CURRENT SURVEY CONTROL
 PU1976  ______________________________________________________________________
 PU1976* NAD 83(1986) POSITION- 44 42 26.     (N) 103 53 38.     (W)   SCALED
 PU1976* NAVD 88 ORTHO HEIGHT -   943.329 (meters)     3094.91  (feet) ADJUSTED
 PU1976  ______________________________________________________________________
 PU1976  GEOID HEIGHT    -        -15.339 (meters)                     GEOID18
 PU1976  DYNAMIC HEIGHT  -        943.062 (meters)     3094.03  (feet) COMP
 PU1976  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 PU1976
 PU1976  VERT ORDER      -  FIRST     CLASS II
 PU1976
 PU1976.The horizontal coordinates were scaled from a map and have
 PU1976.an estimated accuracy of +/- 6 seconds.
 PU1976
 PU1976.The orthometric height was determined by differential leveling and
 PU1976.adjusted by the NATIONAL GEODETIC SURVEY
 PU1976.in July 1998.
 PU1976
 PU1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1976.GEOID18 height accuracy estimate available here.
 PU1976
 PU1976.Click photographs - Photos may exist for this station.
 PU1976
 PU1976.The dynamic height is computed by dividing the NAVD 88
 PU1976.geopotential number by the normal gravity value computed on the
 PU1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1976.degrees latitude (g = 980.6199 gals.).
 PU1976
 PU1976.The modeled gravity was interpolated from observed gravity values.
 PU1976
 PU1976;                    North         East    Units  Estimated Accuracy
 PU1976;SPC SD N     -   104,530.      291,550.      MT  (+/- 180 meters Scaled)
 PU1976
 PU1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK876510(NAD 83)
 PU1976
 PU1976                          SUPERSEDED SURVEY CONTROL
 PU1976
 PU1976  NGVD 29 (04/17/07)  942.82   (m)         3093.2    (f) RESET       3  
 PU1976
 PU1976.Superseded values are not recommended for survey control.
 PU1976
 PU1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1976.See file dsdata.pdf to determine how the superseded data were derived.
 PU1976
 PU1976_MARKER: DV = VERTICAL CONTROL DISK
 PU1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1976_STAMPING: F 358 RESET 1975
 PU1976_MARK LOGO: NGS
 PU1976_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1976+STABILITY: SURFACE MOTION
 PU1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1976+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1976
 PU1976  HISTORY     - Date     Condition        Report By
 PU1976  HISTORY     - 1975     MONUMENTED       NGS
 PU1976  HISTORY     - 19951116 GOOD             NGS
 PU1976
 PU1976                          STATION DESCRIPTION
 PU1976
 PU1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU1976'2.5 MI NW FROM BELLE FOURCHE.
 PU1976'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1976'WITH U.S. HIGHWAY 85 AT THE NORTH EDGE OF BELLE FOURCHE, AT THE
 PU1976'Y JUNCTION OF A GRAVEL ROAD LEADING NORTH, EAST ACROSS THE
 PU1976'COUNTY ROAD FROM THE BLACK HILLS DRAGWAY, INC. AUTO RACE TRACK,
 PU1976'IN PASTURE LAND, 324 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PU1976'212, 45 FEET EAST OF THE CENTER OF THE COUNTY ROAD, 16 FEET
 PU1976'NORTH OF THE NORTH END OF A WIRE GATE, 1.5 FEET EAST OF A FENCE,
 PU1976'2.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PU1976'ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PU1976
 PU1976                          STATION RECOVERY (1995)
 PU1976
 PU1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1976'4.2 KM (2.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1976'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 182.0 M (597.1 FT)
 PU1976'NORTHWEST OF MILEPOST 11, 99.5 M (326.4 FT) NORTHEAST OF THE HIGHWAY
 PU1976'CENTERLINE, 13.7 M (44.9 FT) EAST OF THE CENTER OF A DIRT ROAD, 7.5 M
 PU1976'(24.6 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 3.0 M (9.8
 PU1976'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS
 PU1976'POST, 0.3 M (1.0 FT) EAST OF A FENCE, ACROSS THE DIRT ROAD FROM AN
 PU1976'ABANDONED DRAG STRIP, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PU1976'THE GROUND SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO SURFACE
 PU1976'MOTION.  VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING AND
 PU1976'SWELLING OF A SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE
 PU1976'CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2063 ***********************************************************************
 PU2063  DESIGNATION -  F 359
 PU2063  PID         -  PU2063
 PU2063  STATE/COUNTY-  SD/BUTTE
 PU2063  COUNTRY     -  US
 PU2063  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2063
 PU2063                         *CURRENT SURVEY CONTROL
 PU2063  ______________________________________________________________________
 PU2063* NAD 83(1986) POSITION- 44 38 53.     (N) 103 51 36.     (W)   SCALED
 PU2063* NAVD 88 ORTHO HEIGHT -   951.125 (meters)     3120.48  (feet) ADJUSTED
 PU2063  ______________________________________________________________________
 PU2063  GEOID HEIGHT    -        -15.254 (meters)                     GEOID18
 PU2063  DYNAMIC HEIGHT  -        950.853 (meters)     3119.59  (feet) COMP
 PU2063  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU2063
 PU2063  VERT ORDER      -  SECOND    CLASS 0
 PU2063
 PU2063.The horizontal coordinates were scaled from a map and have
 PU2063.an estimated accuracy of +/- 6 seconds.
 PU2063
 PU2063.The orthometric height was determined by differential leveling and
 PU2063.adjusted by the NATIONAL GEODETIC SURVEY
 PU2063.in June 1991.
 PU2063
 PU2063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2063.GEOID18 height accuracy estimate available here.
 PU2063
 PU2063.Click photographs - Photos may exist for this station.
 PU2063
 PU2063.The dynamic height is computed by dividing the NAVD 88
 PU2063.geopotential number by the normal gravity value computed on the
 PU2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2063.degrees latitude (g = 980.6199 gals.).
 PU2063
 PU2063.The modeled gravity was interpolated from observed gravity values.
 PU2063
 PU2063;                    North         East    Units  Estimated Accuracy
 PU2063;SPC SD N     -    97,830.      293,920.      MT  (+/- 180 meters Scaled)
 PU2063
 PU2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903444(NAD 83)
 PU2063
 PU2063                          SUPERSEDED SURVEY CONTROL
 PU2063
 PU2063  NGVD 29 (??/??/92)  950.631  (m)         3118.86   (f) ADJ UNCH    2 0
 PU2063
 PU2063.Superseded values are not recommended for survey control.
 PU2063
 PU2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2063.See file dsdata.pdf to determine how the superseded data were derived.
 PU2063
 PU2063_MARKER: DB = BENCH MARK DISK
 PU2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2063_STAMPING: F 359 1962
 PU2063_MARK LOGO: CGS
 PU2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2063+STABILITY: SURFACE MOTION
 PU2063
 PU2063  HISTORY     - Date     Condition        Report By
 PU2063  HISTORY     - 1962     MONUMENTED       CGS
 PU2063
 PU2063                          STATION DESCRIPTION
 PU2063
 PU2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2063'1.4 MI S FROM BELLE FOURCHE.
 PU2063'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2063'HOUSE IN BELLE FOURCHE TO THE MARK SET AT THE INTERSECTION OF
 PU2063'U.S. HIGHWAY 85 AND STATE HIGHWAY 34, 83 FEET SOUTHWEST OF THE
 PU2063'CENTER OF THE INTERSECTION, 52 FEET SOUTH OF THE CENTER LINE
 PU2063'OF U.S. HIGHWAY 85, 80.0 FEET WEST OF THE CENTER LINE OF STATE
 PU2063'HIGHWAY 34, 3.0 FEET SOUTH OF A POWER LINE POLE NUMBER 501-1
 PU2063'WITH TWO GUY WIRES, 1.5 FEET NORTH OF A METAL WITNESS POST.  A
 PU2063'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PU2063'AND IS ABOUT 4 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2064 ***********************************************************************
 PU2064  DESIGNATION -  F 359 RESET
 PU2064  PID         -  PU2064
 PU2064  STATE/COUNTY-  SD/BUTTE
 PU2064  COUNTRY     -  US
 PU2064  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2064
 PU2064                         *CURRENT SURVEY CONTROL
 PU2064  ______________________________________________________________________
 PU2064* NAD 83(1986) POSITION- 44 38 52.     (N) 103 51 37.     (W)   SCALED
 PU2064* NAVD 88 ORTHO HEIGHT -   951.269 (meters)     3120.96  (feet) ADJUSTED
 PU2064  ______________________________________________________________________
 PU2064  GEOID HEIGHT    -        -15.253 (meters)                     GEOID18
 PU2064  DYNAMIC HEIGHT  -        950.998 (meters)     3120.07  (feet) COMP
 PU2064  MODELED GRAVITY -    980,299.7   (mgal)                       NAVD 88
 PU2064
 PU2064  VERT ORDER      -  FIRST     CLASS II
 PU2064
 PU2064.The horizontal coordinates were scaled from a map and have
 PU2064.an estimated accuracy of +/- 6 seconds.
 PU2064
 PU2064.The orthometric height was determined by differential leveling and
 PU2064.adjusted by the NATIONAL GEODETIC SURVEY
 PU2064.in July 1998.
 PU2064
 PU2064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2064.GEOID18 height accuracy estimate available here.
 PU2064
 PU2064.Click photographs - Photos may exist for this station.
 PU2064
 PU2064.The dynamic height is computed by dividing the NAVD 88
 PU2064.geopotential number by the normal gravity value computed on the
 PU2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2064.degrees latitude (g = 980.6199 gals.).
 PU2064
 PU2064.The modeled gravity was interpolated from observed gravity values.
 PU2064
 PU2064;                    North         East    Units  Estimated Accuracy
 PU2064;SPC SD N     -    97,800.      293,900.      MT  (+/- 180 meters Scaled)
 PU2064
 PU2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903444(NAD 83)
 PU2064
 PU2064                          SUPERSEDED SURVEY CONTROL
 PU2064
 PU2064  NGVD 29 (??/??/??)  950.77   (m)         3119.3    (f) RESET       3  
 PU2064
 PU2064.Superseded values are not recommended for survey control.
 PU2064
 PU2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2064.See file dsdata.pdf to determine how the superseded data were derived.
 PU2064
 PU2064_MARKER: DB = BENCH MARK DISK
 PU2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2064_STAMPING: F 359 RESET 1963
 PU2064_MARK LOGO: CGS
 PU2064_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2064+STABILITY: SURFACE MOTION
 PU2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2064+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 PU2064
 PU2064  HISTORY     - Date     Condition        Report By
 PU2064  HISTORY     - 1963     MONUMENTED       CGS
 PU2064  HISTORY     - 1984     GOOD             NGS
 PU2064  HISTORY     - 19960415 GOOD             NGS
 PU2064
 PU2064                          STATION DESCRIPTION
 PU2064
 PU2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU2064'1 MI S FROM BELLE FOURCHE.
 PU2064'ABOUT 1.0 MILE SOUTH OF BELLE FOURCHE, AT THE JUNCTION OF U.S.
 PU2064'HIGHWAY 85 AND STATE HIGHWAY 34, IN THE SOUTHWEST ANGLE OF
 PU2064'THE JUNCTION OF THE HIGHWAYS, 186 FEET SOUTH OF THE CENTERLINE
 PU2064'OF STATE HIGHWAY 34, 152 FEET WEST OF THE CENTERLINE OF U.S.
 PU2064'HIGHWAY 85, 1 1/2 FEET NORTHWEST OF A METAL WITNESS POST AND 1
 PU2064'FOOT NORTH OF A FENCE ALONG THE NORTH SIDE OF A GOLF COURSE,
 PU2064'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PU2064'THE GROUND.
 PU2064
 PU2064                          STATION RECOVERY (1984)
 PU2064
 PU2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2064'THE MARK NOW BEING 11 M (36 FT) SOUTHWEST OF THE GOLF COURSE FENCE.
 PU2064
 PU2064                          STATION RECOVERY (1996)
 PU2064
 PU2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2064'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 PU2064'IN BELLE FOURCHE, 305.0 M (1000.7 FT) NORTH OF MILEPOST 54, 57.6 M
 PU2064'(189.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 34, 40.4 M (132.5
 PU2064'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 PU2064'13.1 M (43.0 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 0.5 M
 PU2064'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A
 PU2064'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0140 ***********************************************************************
 OR0140  DESIGNATION -  F 36
 OR0140  PID         -  OR0140
 OR0140  STATE/COUNTY-  SD/GREGORY
 OR0140  COUNTRY     -  US
 OR0140  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0140
 OR0140                         *CURRENT SURVEY CONTROL
 OR0140  ______________________________________________________________________
 OR0140* NAD 83(1986) POSITION- 43 05 26.     (N) 098 52 07.     (W)   SCALED
 OR0140* NAVD 88 ORTHO HEIGHT -   581.482 (meters)     1907.75  (feet) ADJUSTED
 OR0140  ______________________________________________________________________
 OR0140  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 OR0140  DYNAMIC HEIGHT  -        581.270 (meters)     1907.05  (feet) COMP
 OR0140  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 OR0140
 OR0140  VERT ORDER      -  FIRST     CLASS II
 OR0140
 OR0140.The horizontal coordinates were scaled from a map and have
 OR0140.an estimated accuracy of +/- 6 seconds.
 OR0140
 OR0140.The orthometric height was determined by differential leveling and
 OR0140.adjusted by the NATIONAL GEODETIC SURVEY
 OR0140.in June 1991.
 OR0140
 OR0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0140.GEOID18 height accuracy estimate available here.
 OR0140
 OR0140.Click photographs - Photos may exist for this station.
 OR0140
 OR0140.The dynamic height is computed by dividing the NAVD 88
 OR0140.geopotential number by the normal gravity value computed on the
 OR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0140.degrees latitude (g = 980.6199 gals.).
 OR0140
 OR0140.The modeled gravity was interpolated from observed gravity values.
 OR0140
 OR0140;                    North         East    Units  Estimated Accuracy
 OR0140;SPC SD S     -    85,170.      719,250.      MT  (+/- 180 meters Scaled)
 OR0140
 OR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN106708(NAD 83)
 OR0140
 OR0140                          SUPERSEDED SURVEY CONTROL
 OR0140
 OR0140  NGVD 29 (??/??/92)  581.157  (m)         1906.68   (f) ADJ UNCH    1 2
 OR0140
 OR0140.Superseded values are not recommended for survey control.
 OR0140
 OR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0140.See file dsdata.pdf to determine how the superseded data were derived.
 OR0140
 OR0140_MARKER: DB = BENCH MARK DISK
 OR0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0140_STAMPING: 1906.679 F 36 1933
 OR0140_MARK LOGO: CGS
 OR0140_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0140+STABILITY: SURFACE MOTION
 OR0140
 OR0140  HISTORY     - Date     Condition        Report By
 OR0140  HISTORY     - 1933     MONUMENTED       CGS
 OR0140  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0140
 OR0140                          STATION DESCRIPTION
 OR0140
 OR0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0140'6 MI N FROM FAIRFAX.
 OR0140'6.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM FAIRFAX, GREGORY
 OR0140'COUNTY, 3.0 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 18,
 OR0140'NEAR A HIGH POINT IN THE HIGHWAY, 60 YARDS EAST OF A HOUSE AND
 OR0140'A WINDING ROAD SIGN, 30 YARDS WEST OF A PRIVATE ROAD (ENTRANCE)
 OR0140'LEADING SOUTH TO SOME BUILDINGS IN A GULLY, AT THE NORTHEAST
 OR0140'CORNER OF A FARMYARD, AND 36 FEET NORTHWEST OF THE CENTER LINE
 OR0140'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1906.679 F 36 1933 AND
 OR0140'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OR0140'GROUND.  FROM THE POST OFFICE AT BONESTEEL BY GOING 0.3 MILE
 OR0140'NORTH ALONG MAIN STREET, THENCE 5.4 MILES NORTHEAST ALONG U.S.
 OR0140'HIGHWAY 18.
 OR0140
 OR0140                          STATION RECOVERY (1962)
 OR0140
 OR0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1930 ***********************************************************************
 PU1930  DESIGNATION -  F 360
 PU1930  PID         -  PU1930
 PU1930  STATE/COUNTY-  SD/BUTTE
 PU1930  COUNTRY     -  US
 PU1930  USGS QUAD   -  FRUITDALE (2017)
 PU1930
 PU1930                         *CURRENT SURVEY CONTROL
 PU1930  ______________________________________________________________________
 PU1930* NAD 83(1986) POSITION- 44 40 14.     (N) 103 42 32.     (W)   SCALED
 PU1930* NAVD 88 ORTHO HEIGHT -   891.885 (meters)     2926.13  (feet) ADJUSTED
 PU1930  ______________________________________________________________________
 PU1930  GEOID HEIGHT    -        -15.597 (meters)                     GEOID18
 PU1930  DYNAMIC HEIGHT  -        891.650 (meters)     2925.36  (feet) COMP
 PU1930  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 PU1930
 PU1930  VERT ORDER      -  SECOND    CLASS 0
 PU1930
 PU1930.The horizontal coordinates were scaled from a map and have
 PU1930.an estimated accuracy of +/- 6 seconds.
 PU1930
 PU1930.The orthometric height was determined by differential leveling and
 PU1930.adjusted by the NATIONAL GEODETIC SURVEY
 PU1930.in June 1991.
 PU1930
 PU1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1930.GEOID18 height accuracy estimate available here.
 PU1930
 PU1930.Click photographs - Photos may exist for this station.
 PU1930
 PU1930.The dynamic height is computed by dividing the NAVD 88
 PU1930.geopotential number by the normal gravity value computed on the
 PU1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1930.degrees latitude (g = 980.6199 gals.).
 PU1930
 PU1930.The modeled gravity was interpolated from observed gravity values.
 PU1930
 PU1930;                    North         East    Units  Estimated Accuracy
 PU1930;SPC SD N     -    99,770.      306,010.      MT  (+/- 180 meters Scaled)
 PU1930
 PU1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK023471(NAD 83)
 PU1930
 PU1930                          SUPERSEDED SURVEY CONTROL
 PU1930
 PU1930  NGVD 29 (??/??/92)  891.407  (m)         2924.56   (f) ADJ UNCH    2 0
 PU1930
 PU1930.Superseded values are not recommended for survey control.
 PU1930
 PU1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1930.See file dsdata.pdf to determine how the superseded data were derived.
 PU1930
 PU1930_MARKER: DB = BENCH MARK DISK
 PU1930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1930_SP_SET: ABUTMENT
 PU1930_STAMPING: F 360 1962
 PU1930_MARK LOGO: CGS
 PU1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1930
 PU1930  HISTORY     - Date     Condition        Report By
 PU1930  HISTORY     - 1962     MONUMENTED       CGS
 PU1930
 PU1930                          STATION DESCRIPTION
 PU1930
 PU1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1930'0.6 MI W FROM FRUITDALE.
 PU1930'0.6 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1930'THE POST OFFICE AT FRUITDALE, ABOUT 0.1 MILE WEST OF MILE
 PU1930'POST NO 8, SET IN THE TOP AND AT THE WEST EDGE OF THE NORTH
 PU1930'MOST OF TWO CONCRETE ABUTMENTS THAT FORM THE WEST PIER OF THE
 PU1930'BRIDGE OVER THE BELLE FOURCHE RIVER, 7 FEET NORTH OF THE NORTH
 PU1930'RAIL, 1 FOOT EAST OF THE WEST EDGE OF THE PIER, 5 FEET BELOW
 PU1930'THE TRACK, DRILLED IN HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1437 ***********************************************************************
 PU1437  DESIGNATION -  F 361
 PU1437  PID         -  PU1437
 PU1437  STATE/COUNTY-  SD/MEADE
 PU1437  COUNTRY     -  US
 PU1437  USGS QUAD   -  TILFORD (2017)
 PU1437
 PU1437                         *CURRENT SURVEY CONTROL
 PU1437  ______________________________________________________________________
 PU1437* NAD 83(1986) POSITION- 44 21 27.     (N) 103 27 37.     (W)   SCALED
 PU1437* NAVD 88 ORTHO HEIGHT -  1120.997 (meters)     3677.80  (feet) ADJUSTED
 PU1437  ______________________________________________________________________
 PU1437  GEOID HEIGHT    -        -15.227 (meters)                     GEOID18
 PU1437  DYNAMIC HEIGHT  -       1120.629 (meters)     3676.60  (feet) COMP
 PU1437  MODELED GRAVITY -    980,250.2   (mgal)                       NAVD 88
 PU1437
 PU1437  VERT ORDER      -  FIRST     CLASS II
 PU1437
 PU1437.The horizontal coordinates were scaled from a map and have
 PU1437.an estimated accuracy of +/- 6 seconds.
 PU1437
 PU1437.The orthometric height was determined by differential leveling and
 PU1437.adjusted by the NATIONAL GEODETIC SURVEY
 PU1437.in June 1991.
 PU1437
 PU1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1437.GEOID18 height accuracy estimate available here.
 PU1437
 PU1437.Click photographs - Photos may exist for this station.
 PU1437
 PU1437.The dynamic height is computed by dividing the NAVD 88
 PU1437.geopotential number by the normal gravity value computed on the
 PU1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1437.degrees latitude (g = 980.6199 gals.).
 PU1437
 PU1437.The modeled gravity was interpolated from observed gravity values.
 PU1437
 PU1437;                    North         East    Units  Estimated Accuracy
 PU1437;SPC SD N     -    64,140.      324,220.      MT  (+/- 180 meters Scaled)
 PU1437
 PU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK227127(NAD 83)
 PU1437
 PU1437                          SUPERSEDED SURVEY CONTROL
 PU1437
 PU1437  NGVD 29 (??/??/92) 1120.482  (m)         3676.11   (f) ADJ UNCH    1 2
 PU1437
 PU1437.Superseded values are not recommended for survey control.
 PU1437
 PU1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1437.See file dsdata.pdf to determine how the superseded data were derived.
 PU1437
 PU1437_MARKER: DB = BENCH MARK DISK
 PU1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1437_STAMPING: F 361 1962
 PU1437_MARK LOGO: CGS
 PU1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1437+STABILITY: SURFACE MOTION
 PU1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1437+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 PU1437
 PU1437  HISTORY     - Date     Condition        Report By
 PU1437  HISTORY     - 1962     MONUMENTED       CGS
 PU1437  HISTORY     - 19910813 GOOD             NGS
 PU1437  HISTORY     - 20120801 GOOD             INDIV
 PU1437
 PU1437                          STATION DESCRIPTION
 PU1437
 PU1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1437'6.2 MI SE FROM STURGIS.
 PU1437'ABOUT 6.15 MILES SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN
 PU1437'RAILWAY FROM THE STATION AT STURGIS, 113 1/2 FEET NORTHEAST OF
 PU1437'MILE POST 123, 46 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 53
 PU1437'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 14 AND STATE
 PU1437'HIGHWAY 79, 3 FEET SOUTHEAST OF A RAIL PROJECTING 3 FEET ABOVE
 PU1437'THE GROUND, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PU1437'3 1/2 FEET ABOVE THE LEVEL OF THE RAILS AND LEVEL WITH THE
 PU1437'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU1437
 PU1437                          STATION RECOVERY (1991)
 PU1437
 PU1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1437'9.3 KM (5.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1437'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 74.0 M (242.8 FT)
 PU1437'SOUTH OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN, 43.8 M (143.7
 PU1437'FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU1437'HIGHWAY, 14.3 M (46.9 FT) NORTHEAST OF THE NEAR RAIL OF THE CHICAGO
 PU1437'AND NORTHWESTERN RAILROAD, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3
 PU1437'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 PU1437'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1437
 PU1437                          STATION RECOVERY (2012)
 PU1437
 PU1437'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1418 ***********************************************************************
 PU1418  DESIGNATION -  F 362
 PU1418  PID         -  PU1418
 PU1418  STATE/COUNTY-  SD/MEADE
 PU1418  COUNTRY     -  US
 PU1418  USGS QUAD   -  PIEDMONT (2017)
 PU1418
 PU1418                         *CURRENT SURVEY CONTROL
 PU1418  ______________________________________________________________________
 PU1418* NAD 83(1986) POSITION- 44 14 32.     (N) 103 23 45.     (W)   SCALED
 PU1418* NAVD 88 ORTHO HEIGHT -  1071.693 (meters)     3516.05  (feet) ADJUSTED
 PU1418  ______________________________________________________________________
 PU1418  GEOID HEIGHT    -        -15.248 (meters)                     GEOID18
 PU1418  DYNAMIC HEIGHT  -       1071.330 (meters)     3514.86  (feet) COMP
 PU1418  MODELED GRAVITY -    980,242.4   (mgal)                       NAVD 88
 PU1418
 PU1418  VERT ORDER      -  FIRST     CLASS II
 PU1418
 PU1418.The horizontal coordinates were scaled from a map and have
 PU1418.an estimated accuracy of +/- 6 seconds.
 PU1418
 PU1418.The orthometric height was determined by differential leveling and
 PU1418.adjusted by the NATIONAL GEODETIC SURVEY
 PU1418.in September 1993.
 PU1418
 PU1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1418.GEOID18 height accuracy estimate available here.
 PU1418
 PU1418.Click photographs - Photos may exist for this station.
 PU1418
 PU1418.The dynamic height is computed by dividing the NAVD 88
 PU1418.geopotential number by the normal gravity value computed on the
 PU1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1418.degrees latitude (g = 980.6199 gals.).
 PU1418
 PU1418.The modeled gravity was interpolated from observed gravity values.
 PU1418
 PU1418;                    North         East    Units  Estimated Accuracy
 PU1418;SPC SD N     -    51,130.      328,810.      MT  (+/- 180 meters Scaled)
 PU1418
 PU1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK280000(NAD 83)
 PU1418
 PU1418                          SUPERSEDED SURVEY CONTROL
 PU1418
 PU1418  NAVD 88 (06/15/91) 1071.689  (m)         3516.03   (f) SUPERSEDED  1 2
 PU1418  NGVD 29 (??/??/92) 1071.183  (m)         3514.37   (f) ADJ UNCH    1 2
 PU1418
 PU1418.Superseded values are not recommended for survey control.
 PU1418
 PU1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1418.See file dsdata.pdf to determine how the superseded data were derived.
 PU1418
 PU1418_MARKER: DB = BENCH MARK DISK
 PU1418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1418_SP_SET: PIER
 PU1418_STAMPING: F 362 1962
 PU1418_MARK LOGO: CGS
 PU1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1418+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2012
 PU1418
 PU1418  HISTORY     - Date     Condition        Report By
 PU1418  HISTORY     - 1962     MONUMENTED       CGS
 PU1418  HISTORY     - 19910813 GOOD             NGS
 PU1418  HISTORY     - 20120426 GOOD             INDIV
 PU1418
 PU1418                          STATION DESCRIPTION
 PU1418
 PU1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1418'14.6 MI NW FROM RAPID CITY.
 PU1418'ABOUT 14.65 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1418'RAILWAY FROM THE STATION AT RAPID CITY, OR 14.65 MILES SOUTHEAST
 PU1418'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT
 PU1418'STURGIS, 0.95 MILE NORTHWEST OF THE SMALL COMMUNITY OF PIEDMONT,
 PU1418'BELOW INTERSTATE HIGHWAY 90 OVERPASS, 234 FEET SOUTHWEST OF THE
 PU1418'SOUTHWEST RAIL OF THE TRACK, 26 FEET NORTH OF THE CENTER LINE OF AN
 PU1418'ASPHALT ROAD PASSING UNDER THE OVERPASS, ABOUT 3 FEET ABOVE THE
 PU1418'LEVEL OF THE GROUND, ABOUT LEVEL WITH THE RAILS, AND SET VERTICALLY
 PU1418'IN THE EAST FACE OF A HEXAGON SHAPED PILLAR SUPPORTING THE NORTHEAST
 PU1418'LANE OF THE HIGHWAY.
 PU1418
 PU1418                          STATION RECOVERY (1991)
 PU1418
 PU1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1418'18.0 KM (11.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1418'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, SET VERTICALLY
 PU1418'IN THE NORTHEAST FACE OF THE MOST NORTHWESTERLY PIER OF THE WESTBOUND
 PU1418'HIGHWAY OVERPASS (NUMBER 47-088-550) OF A PAVED ROAD (EXIT 44), 7.4 M
 PU1418'(24.3 FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.5 M (14.8 FT) BELOW
 PU1418'THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) NORTH OF THE CENTER OF THE
 PU1418'OVERPASS, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD.
 PU1418
 PU1418                          STATION RECOVERY (2012)
 PU1418
 PU1418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0271 ***********************************************************************
 OT0271  DESIGNATION -  F 363
 OT0271  PID         -  OT0271
 OT0271  STATE/COUNTY-  SD/PENNINGTON
 OT0271  COUNTRY     -  US
 OT0271  USGS QUAD   -  HERMOSA NE (2017)
 OT0271
 OT0271                         *CURRENT SURVEY CONTROL
 OT0271  ______________________________________________________________________
 OT0271* NAD 83(1986) POSITION- 43 59 58.6    (N) 103 00 01.7    (W)   HD_HELD2
 OT0271* NAVD 88 ORTHO HEIGHT -   891.726 (meters)     2925.60  (feet) ADJUSTED
 OT0271  ______________________________________________________________________
 OT0271  GEOID HEIGHT    -        -16.954 (meters)                     GEOID18
 OT0271  DYNAMIC HEIGHT  -        891.425 (meters)     2924.62  (feet) COMP
 OT0271  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 OT0271
 OT0271  VERT ORDER      -  FIRST     CLASS II
 OT0271
 OT0271.The horizontal coordinates were established by autonomous hand held GPS
 OT0271.observations and have an estimated accuracy of +/- 10 meters.
 OT0271
 OT0271.The orthometric height was determined by differential leveling and
 OT0271.adjusted by the NATIONAL GEODETIC SURVEY
 OT0271.in June 1991.
 OT0271
 OT0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0271.GEOID18 height accuracy estimate available here.
 OT0271
 OT0271.Click photographs - Photos may exist for this station.
 OT0271
 OT0271.The dynamic height is computed by dividing the NAVD 88
 OT0271.geopotential number by the normal gravity value computed on the
 OT0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0271.degrees latitude (g = 980.6199 gals.).
 OT0271
 OT0271.The modeled gravity was interpolated from observed gravity values.
 OT0271
 OT0271;                    North         East    Units  Estimated Accuracy
 OT0271;SPC SD S     -   188,546.      386,130.      MT  (+/- 10 meters HH2 GPS)
 OT0271
 OT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6031273773(NAD 83)
 OT0271
 OT0271                          SUPERSEDED SURVEY CONTROL
 OT0271
 OT0271  NGVD 29 (??/??/92)  891.258  (m)         2924.07   (f) ADJ UNCH    1 2
 OT0271
 OT0271.Superseded values are not recommended for survey control.
 OT0271
 OT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0271.See file dsdata.pdf to determine how the superseded data were derived.
 OT0271
 OT0271_MARKER: DB = BENCH MARK DISK
 OT0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0271_STAMPING: F 363 1962
 OT0271_MARK LOGO: CGS
 OT0271_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0271+STABILITY: SURFACE MOTION
 OT0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0271+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 OT0271
 OT0271  HISTORY     - Date     Condition        Report By
 OT0271  HISTORY     - 1962     MONUMENTED       CGS
 OT0271  HISTORY     - 1985     GOOD             NGS
 OT0271  HISTORY     - 20120314 GOOD             INDIV
 OT0271  HISTORY     - 20160913 GOOD             USPSQD
 OT0271
 OT0271                          STATION DESCRIPTION
 OT0271
 OT0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0271'13 MI SE FROM RAPID CITY.
 OT0271'ABOUT 13.05 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0271'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0271'RAILWAY STATION AT RAPID CITY, 0.4 MILE WEST OF MILE POST 647,
 OT0271'52 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 59 1/2
 OT0271'FEET NORTH-NORTHWEST OF A LONE COTTONWOOD TREE, 44 FEET WEST
 OT0271'OF THE CENTER LINE OF A PRIVATE DRIVE, 44 1/2 FEET SOUTH OF THE
 OT0271'SOUTH RAIL, 15 FEET WEST OF A FENCE CORNER, 3 1/2 FEET NORTH
 OT0271'OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 2 1/2
 OT0271'FEET BELOW THE LEVEL OF THE RAILS AND SET IN THE TOP OF A
 OT0271'CONCRETE POST PROJECTING 5 INCHES.
 OT0271
 OT0271                          STATION RECOVERY (1985)
 OT0271
 OT0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0271'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 OT0271'MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID CITY,
 OT0271'THENCE 19.1 KM (11.9 MI) SOUTHEAST ALONG STATE HIGHWAY 44, IN THE
 OT0271'SOUTHWEST CORNER OF THE JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0271'AND PACIFIC RAILROAD AND COUNTY ROAD T 256, 0.4 KM (0.25 MI) SOUTHEAST
 OT0271'OF MILEPOST 58, 47.5 METERS (156 FT) SOUTHWEST OF THE HIGHWAY
 OT0271'CENTERLINE, 13.5 METERS (44.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL,
 OT0271'13.4 METERS (44 FT) WEST OF THE CENTER OF THE ROAD, 4.6 METERS (15 FT)
 OT0271'NORTHWEST OF A FENCE CORNER AND 1.0 METER (3.5 FT) NORTHEAST OF A
 OT0271'FENCE.
 OT0271'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 OT0271'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OT0271
 OT0271                          STATION RECOVERY (2012)
 OT0271
 OT0271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0271'RECOVERED IN GOOD CONDITION.
 OT0271
 OT0271                          STATION RECOVERY (2016)
 OT0271
 OT0271'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0271'RAILROAD TRACKS HAVE BEEN REMOVED.  COUNTY ROAD T 256 IS NOW NAMED
 OT0271'ANTELOPE CREEK ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0241 ***********************************************************************
 OT0241  DESIGNATION -  F 364
 OT0241  PID         -  OT0241
 OT0241  STATE/COUNTY-  SD/PENNINGTON
 OT0241  COUNTRY     -  US
 OT0241  USGS QUAD   -  SCENIC (2017)
 OT0241
 OT0241                         *CURRENT SURVEY CONTROL
 OT0241  ______________________________________________________________________
 OT0241* NAD 83(1986) POSITION- 43 46 08.     (N) 102 32 20.     (W)   SCALED
 OT0241* NAVD 88 ORTHO HEIGHT -   854.621 (meters)     2803.87  (feet) ADJUSTED
 OT0241  ______________________________________________________________________
 OT0241  GEOID HEIGHT    -        -18.186 (meters)                     GEOID18
 OT0241  DYNAMIC HEIGHT  -        854.340 (meters)     2802.95  (feet) COMP
 OT0241  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 OT0241
 OT0241  VERT ORDER      -  FIRST     CLASS II
 OT0241
 OT0241.The horizontal coordinates were scaled from a map and have
 OT0241.an estimated accuracy of +/- 6 seconds.
 OT0241
 OT0241.The orthometric height was determined by differential leveling and
 OT0241.adjusted by the NATIONAL GEODETIC SURVEY
 OT0241.in June 1991.
 OT0241
 OT0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0241.GEOID18 height accuracy estimate available here.
 OT0241
 OT0241.Click photographs - Photos may exist for this station.
 OT0241
 OT0241.The dynamic height is computed by dividing the NAVD 88
 OT0241.geopotential number by the normal gravity value computed on the
 OT0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0241.degrees latitude (g = 980.6199 gals.).
 OT0241
 OT0241.The modeled gravity was interpolated from observed gravity values.
 OT0241
 OT0241;                    North         East    Units  Estimated Accuracy
 OT0241;SPC SD S     -   161,840.      422,450.      MT  (+/- 180 meters Scaled)
 OT0241
 OT0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ980491(NAD 83)
 OT0241
 OT0241                          SUPERSEDED SURVEY CONTROL
 OT0241
 OT0241  NGVD 29 (??/??/92)  854.151  (m)         2802.33   (f) ADJ UNCH    1 2
 OT0241
 OT0241.Superseded values are not recommended for survey control.
 OT0241
 OT0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0241.See file dsdata.pdf to determine how the superseded data were derived.
 OT0241
 OT0241_MARKER: DB = BENCH MARK DISK
 OT0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0241_STAMPING: F 364 1962
 OT0241_MARK LOGO: CGS
 OT0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0241+STABILITY: SURFACE MOTION
 OT0241
 OT0241  HISTORY     - Date     Condition        Report By
 OT0241  HISTORY     - 1962     MONUMENTED       CGS
 OT0241
 OT0241                          STATION DESCRIPTION
 OT0241
 OT0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0241'1 MI SE FROM SCENIC.
 OT0241'ABOUT 1.05 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0241'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AND SCENIC,
 OT0241'IN SECTION 22, T 3 S, R 13 E, 147 1/2 FEET NORTH OF AND
 OT0241'ACROSS THE TRACK FROM THE 8TH POLE NORTHWEST OF MILE POST 617,
 OT0241'ABOUT 0.3 MILE SOUTH OF A SMALL GROVE OF TREES, 96 FEET
 OT0241'NORTHWEST OF NORTHWEST RAIL, 2 FEET SOUTHEAST OF A FENCE,
 OT0241'1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OT0241'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0294 ***********************************************************************
 OT0294  DESIGNATION -  F 365
 OT0294  PID         -  OT0294
 OT0294  STATE/COUNTY-  SD/PENNINGTON
 OT0294  COUNTRY     -  US
 OT0294  USGS QUAD   -  HERMOSA NW (2017)
 OT0294
 OT0294                         *CURRENT SURVEY CONTROL
 OT0294  ______________________________________________________________________
 OT0294* NAD 83(1986) POSITION- 43 54 42.     (N) 103 10 05.     (W)   SCALED
 OT0294* NAVD 88 ORTHO HEIGHT -  1046.431 (meters)     3433.17  (feet) ADJUSTED
 OT0294  ______________________________________________________________________
 OT0294  GEOID HEIGHT    -        -16.176 (meters)                     GEOID18
 OT0294  DYNAMIC HEIGHT  -       1046.044 (meters)     3431.90  (feet) COMP
 OT0294  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 OT0294
 OT0294  VERT ORDER      -  FIRST     CLASS II
 OT0294
 OT0294.The horizontal coordinates were scaled from a map and have
 OT0294.an estimated accuracy of +/- 6 seconds.
 OT0294
 OT0294.The orthometric height was determined by differential leveling and
 OT0294.adjusted by the NATIONAL GEODETIC SURVEY
 OT0294.in June 1991.
 OT0294
 OT0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0294.GEOID18 height accuracy estimate available here.
 OT0294
 OT0294.Click photographs - Photos may exist for this station.
 OT0294
 OT0294.The dynamic height is computed by dividing the NAVD 88
 OT0294.geopotential number by the normal gravity value computed on the
 OT0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0294.degrees latitude (g = 980.6199 gals.).
 OT0294
 OT0294.The modeled gravity was interpolated from observed gravity values.
 OT0294
 OT0294;                    North         East    Units  Estimated Accuracy
 OT0294;SPC SD S     -   179,230.      372,360.      MT  (+/- 180 meters Scaled)
 OT0294
 OT0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ470636(NAD 83)
 OT0294
 OT0294                          SUPERSEDED SURVEY CONTROL
 OT0294
 OT0294  NGVD 29 (??/??/92) 1045.930  (m)         3431.52   (f) ADJ UNCH    1 2
 OT0294
 OT0294.Superseded values are not recommended for survey control.
 OT0294
 OT0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0294.See file dsdata.pdf to determine how the superseded data were derived.
 OT0294
 OT0294_MARKER: DB = BENCH MARK DISK
 OT0294_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0294+WITH SETTING: INFORMATION.
 OT0294_STAMPING: F 365 1962
 OT0294_MARK LOGO: CGS
 OT0294_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0294
 OT0294  HISTORY     - Date     Condition        Report By
 OT0294  HISTORY     - 1962     MONUMENTED       CGS
 OT0294  HISTORY     - 1963     GOOD             CGS
 OT0294
 OT0294                          STATION DESCRIPTION
 OT0294
 OT0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0294'5.8 MI NE FROM HERMOSA.
 OT0294'ABOUT 5.75 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OT0294'RAILWAY FROM THE STATION AT HERMOSA, IN SECTION 4, T 2 S, R   E,
 OT0294'0.3 MILE SOUTH-SOUTHWEST OF A LONE TREE LOCATED IN THE BOTTOM OF
 OT0294'A DRAW, AT THE NORTH END OF A SHORT CUT, 0.5 MILE SOUTH OF MILE
 OT0294'POST 85, 57 FEET SOUTH OF A T FENCE CORNER, 50 1/2 FEET EAST OF THE
 OT0294'EAST RAIL, 1 FOOT EAST OF A FENCE, 1.8 FEET EAST OF A METAL
 OT0294'WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE RAIL, AND
 OT0294'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF
 OT0294'8 FEET AND ENCASED IN A 6-INCH CONCRETE PIPE PROJECTING 8-INCHES.
 OT0294
 OT0294                          STATION RECOVERY (1963)
 OT0294
 OT0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OT0294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0309 ***********************************************************************
 PU0309  DESIGNATION -  F 366
 PU0309  PID         -  PU0309
 PU0309  STATE/COUNTY-  SD/PENNINGTON
 PU0309  COUNTRY     -  US
 PU0309  USGS QUAD   -  WASTA (2017)
 PU0309
 PU0309                         *CURRENT SURVEY CONTROL
 PU0309  ______________________________________________________________________
 PU0309* NAD 83(1986) POSITION- 44 05 20.     (N) 102 27 53.     (W)   SCALED
 PU0309* NAVD 88 ORTHO HEIGHT -   801.590 (meters)     2629.88  (feet) ADJUSTED
 PU0309  ______________________________________________________________________
 PU0309  GEOID HEIGHT    -        -18.457 (meters)                     GEOID18
 PU0309  DYNAMIC HEIGHT  -        801.367 (meters)     2629.15  (feet) COMP
 PU0309  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 PU0309
 PU0309  VERT ORDER      -  SECOND    CLASS 0
 PU0309
 PU0309.The horizontal coordinates were scaled from a map and have
 PU0309.an estimated accuracy of +/- 6 seconds.
 PU0309
 PU0309.The orthometric height was determined by differential leveling and
 PU0309.adjusted by the NATIONAL GEODETIC SURVEY
 PU0309.in June 1991.
 PU0309
 PU0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0309.GEOID18 height accuracy estimate available here.
 PU0309
 PU0309.Click photographs - Photos may exist for this station.
 PU0309
 PU0309.The dynamic height is computed by dividing the NAVD 88
 PU0309.geopotential number by the normal gravity value computed on the
 PU0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0309.degrees latitude (g = 980.6199 gals.).
 PU0309
 PU0309.The modeled gravity was interpolated from observed gravity values.
 PU0309
 PU0309;                    North         East    Units  Estimated Accuracy
 PU0309;SPC SD S     -   197,220.      429,330.      MT  (+/- 180 meters Scaled)
 PU0309
 PU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ029848(NAD 83)
 PU0309
 PU0309                          SUPERSEDED SURVEY CONTROL
 PU0309
 PU0309  NGVD 29 (??/??/92)  801.145  (m)         2628.42   (f) ADJ UNCH    2 0
 PU0309
 PU0309.Superseded values are not recommended for survey control.
 PU0309
 PU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0309.See file dsdata.pdf to determine how the superseded data were derived.
 PU0309
 PU0309_MARKER: DB = BENCH MARK DISK
 PU0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0309_STAMPING: F 366 1962
 PU0309_MARK LOGO: CGS
 PU0309_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0309+STABILITY: SURFACE MOTION
 PU0309
 PU0309  HISTORY     - Date     Condition        Report By
 PU0309  HISTORY     - 1962     MONUMENTED       CGS
 PU0309
 PU0309                          STATION DESCRIPTION
 PU0309
 PU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0309'2.2 MI NW FROM WASTA.
 PU0309'ABOUT 0.3 MILE NORTHWEST ALONG A PAVED ROAD FROM THE CHICAGO
 PU0309'AND NORTH WESTERN RAILWAY STATION AT WASTA, THENCE 0.35 MILE
 PU0309'SOUTHWEST ALONG U.S. HIGHWAYS 16 AND 14, THENCE 1.6 MILES
 PU0309'NORTHWEST ALONG A GRAVELED ROAD, AT A CROSSING OF THE ROAD AND
 PU0309'A DOUBLE ROW OF POWER POLES, 38 FEET SOUTHWEST OF THE CENTER
 PU0309'LINE OF THE ROAD, IN LINE WITH THE MORE SOUTHEASTERLY ROW OF
 PU0309'POWER POLES, 123 1/2 FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET
 PU0309'SOUTHWEST OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST,
 PU0309'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0309'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0393 ***********************************************************************
 PU0393  DESIGNATION -  F 367
 PU0393  PID         -  PU0393
 PU0393  STATE/COUNTY-  SD/PENNINGTON
 PU0393  COUNTRY     -  US
 PU0393  USGS QUAD   -  LAKE HILL (2017)
 PU0393
 PU0393                         *CURRENT SURVEY CONTROL
 PU0393  ______________________________________________________________________
 PU0393* NAD 83(1986) POSITION- 44 00 58.     (N) 102 13 41.     (W)   SCALED
 PU0393* NAVD 88 ORTHO HEIGHT -   849.331 (meters)     2786.51  (feet) ADJUSTED
 PU0393  ______________________________________________________________________
 PU0393  GEOID HEIGHT    -        -19.051 (meters)                     GEOID18
 PU0393  DYNAMIC HEIGHT  -        849.073 (meters)     2785.67  (feet) COMP
 PU0393  MODELED GRAVITY -    980,286.6   (mgal)                       NAVD 88
 PU0393
 PU0393  VERT ORDER      -  SECOND    CLASS 0
 PU0393
 PU0393.The horizontal coordinates were scaled from a map and have
 PU0393.an estimated accuracy of +/- 6 seconds.
 PU0393
 PU0393.The orthometric height was determined by differential leveling and
 PU0393.adjusted by the NATIONAL GEODETIC SURVEY
 PU0393.in June 1991.
 PU0393
 PU0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0393.GEOID18 height accuracy estimate available here.
 PU0393
 PU0393.Click photographs - Photos may exist for this station.
 PU0393
 PU0393.The dynamic height is computed by dividing the NAVD 88
 PU0393.geopotential number by the normal gravity value computed on the
 PU0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0393.degrees latitude (g = 980.6199 gals.).
 PU0393
 PU0393.The modeled gravity was interpolated from observed gravity values.
 PU0393
 PU0393;                    North         East    Units  Estimated Accuracy
 PU0393;SPC SD S     -   188,680.      448,100.      MT  (+/- 180 meters Scaled)
 PU0393
 PU0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ221773(NAD 83)
 PU0393
 PU0393                          SUPERSEDED SURVEY CONTROL
 PU0393
 PU0393  NGVD 29 (??/??/92)  848.871  (m)         2785.00   (f) ADJ UNCH    2 0
 PU0393
 PU0393.Superseded values are not recommended for survey control.
 PU0393
 PU0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0393.See file dsdata.pdf to determine how the superseded data were derived.
 PU0393
 PU0393_MARKER: DB = BENCH MARK DISK
 PU0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0393_STAMPING: F 367 1962
 PU0393_MARK LOGO: CGS
 PU0393_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0393+STABILITY: SURFACE MOTION
 PU0393
 PU0393  HISTORY     - Date     Condition        Report By
 PU0393  HISTORY     - 1962     MONUMENTED       CGS
 PU0393
 PU0393                          STATION DESCRIPTION
 PU0393
 PU0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0393'2 MI N FROM WALL.
 PU0393'ABOUT 1.95 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST
 PU0393'OFFICE AT WALL, 0.35 MILE NORTH OF A CURVE, 47 1/2 FEET WEST OF
 PU0393'THE CENTER LINE OF THE ROAD, 54 1/2 FEET NORTH OF A FENCE CORNER,
 PU0393'1.8 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS
 PU0393'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0393'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1653 ***********************************************************************
 PU1653  DESIGNATION -  F 368
 PU1653  PID         -  PU1653
 PU1653  STATE/COUNTY-  SD/LAWRENCE
 PU1653  COUNTRY     -  US
 PU1653  USGS QUAD   -  STURGIS (2017)
 PU1653
 PU1653                         *CURRENT SURVEY CONTROL
 PU1653  ______________________________________________________________________
 PU1653* NAD 83(1986) POSITION- 44 27 06.     (N) 103 36 27.     (W)   SCALED
 PU1653* NAVD 88 ORTHO HEIGHT -  1098.006 (meters)     3602.37  (feet) ADJUSTED
 PU1653  ______________________________________________________________________
 PU1653  GEOID HEIGHT    -        -15.048 (meters)                     GEOID18
 PU1653  DYNAMIC HEIGHT  -       1097.645 (meters)     3601.19  (feet) COMP
 PU1653  MODELED GRAVITY -    980,251.0   (mgal)                       NAVD 88
 PU1653
 PU1653  VERT ORDER      -  FIRST     CLASS II
 PU1653
 PU1653.The horizontal coordinates were scaled from a map and have
 PU1653.an estimated accuracy of +/- 6 seconds.
 PU1653
 PU1653.The orthometric height was determined by differential leveling and
 PU1653.adjusted by the NATIONAL GEODETIC SURVEY
 PU1653.in June 1991.
 PU1653
 PU1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1653.GEOID18 height accuracy estimate available here.
 PU1653
 PU1653.Click photographs - Photos may exist for this station.
 PU1653
 PU1653.The dynamic height is computed by dividing the NAVD 88
 PU1653.geopotential number by the normal gravity value computed on the
 PU1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1653.degrees latitude (g = 980.6199 gals.).
 PU1653
 PU1653.The modeled gravity was interpolated from observed gravity values.
 PU1653
 PU1653;                    North         East    Units  Estimated Accuracy
 PU1653;SPC SD N     -    75,110.      312,960.      MT  (+/- 180 meters Scaled)
 PU1653
 PU1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK107229(NAD 83)
 PU1653
 PU1653                          SUPERSEDED SURVEY CONTROL
 PU1653
 PU1653  NGVD 29 (??/??/92) 1097.472  (m)         3600.62   (f) ADJ UNCH    1 2
 PU1653
 PU1653.Superseded values are not recommended for survey control.
 PU1653
 PU1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1653.See file dsdata.pdf to determine how the superseded data were derived.
 PU1653
 PU1653_MARKER: DB = BENCH MARK DISK
 PU1653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1653_STAMPING: F 368 1962
 PU1653_MARK LOGO: CGS
 PU1653_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1653_ROD/PIPE-DEPTH: 3.7 meters
 PU1653
 PU1653  HISTORY     - Date     Condition        Report By
 PU1653  HISTORY     - 1962     MONUMENTED       CGS
 PU1653
 PU1653                          STATION DESCRIPTION
 PU1653
 PU1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1653'1.8 MI SE FROM WHITEWOOD.
 PU1653'ABOUT 1.75 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1653'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, AT A
 PU1653'PRIVATE ROAD CROSSING IN SECTION 26, T 6 N, R 4 E, 0.1 MILE SOUTH
 PU1653'OF A FARM HOUSE, 15 POLES NORTHWEST OF MILE POST 133, 6 RAILS
 PU1653'SOUTHEAST OF THE SOUTHEAST END OF A WOODEN TRESTLE H286, 47 FEET
 PU1653'NORTHEAST OF THE NORTHEAST RAIL, 11 FEET NORTHWEST OF THE CENTER
 PU1653'LINE OF THE PRIVATE ROAD, 1.5 FEET SOUTHWEST OF A FENCE, 1.0 FOOT
 PU1653'NORTHEAST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 PU1653'RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 PU1653'DRIVEN TO A DEPTH OF 12 FEET AND ENCASED IN A 6-INCH TILE
 PU1653'PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1801 ***********************************************************************
 PU1801  DESIGNATION -  F 369
 PU1801  PID         -  PU1801
 PU1801  STATE/COUNTY-  SD/BUTTE
 PU1801  COUNTRY     -  US
 PU1801  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1801
 PU1801                         *CURRENT SURVEY CONTROL
 PU1801  ______________________________________________________________________
 PU1801* NAD 83(1986) POSITION- 44 56 59.     (N) 103 46 22.     (W)   SCALED
 PU1801* NAVD 88 ORTHO HEIGHT -   953.979 (meters)     3129.85  (feet) ADJUSTED
 PU1801  ______________________________________________________________________
 PU1801  GEOID HEIGHT    -        -15.929 (meters)                     GEOID18
 PU1801  DYNAMIC HEIGHT  -        953.739 (meters)     3129.06  (feet) COMP
 PU1801  MODELED GRAVITY -    980,333.0   (mgal)                       NAVD 88
 PU1801
 PU1801  VERT ORDER      -  FIRST     CLASS II
 PU1801
 PU1801.The horizontal coordinates were scaled from a map and have
 PU1801.an estimated accuracy of +/- 6 seconds.
 PU1801
 PU1801.The orthometric height was determined by differential leveling and
 PU1801.adjusted by the NATIONAL GEODETIC SURVEY
 PU1801.in June 1991.
 PU1801
 PU1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1801.GEOID18 height accuracy estimate available here.
 PU1801
 PU1801.Click photographs - Photos may exist for this station.
 PU1801
 PU1801.The dynamic height is computed by dividing the NAVD 88
 PU1801.geopotential number by the normal gravity value computed on the
 PU1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1801.degrees latitude (g = 980.6199 gals.).
 PU1801
 PU1801.The modeled gravity was interpolated from observed gravity values.
 PU1801
 PU1801;                    North         East    Units  Estimated Accuracy
 PU1801;SPC SD N     -   130,990.      302,390.      MT  (+/- 180 meters Scaled)
 PU1801
 PU1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK968780(NAD 83)
 PU1801
 PU1801                          SUPERSEDED SURVEY CONTROL
 PU1801
 PU1801  NGVD 29 (??/??/92)  953.493  (m)         3128.25   (f) ADJ UNCH    1 2
 PU1801
 PU1801.Superseded values are not recommended for survey control.
 PU1801
 PU1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1801.See file dsdata.pdf to determine how the superseded data were derived.
 PU1801
 PU1801_MARKER: DB = BENCH MARK DISK
 PU1801_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1801_STAMPING: F 369 1962
 PU1801_MARK LOGO: CGS
 PU1801_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1801_ROD/PIPE-DEPTH: 4.6 meters
 PU1801
 PU1801  HISTORY     - Date     Condition        Report By
 PU1801  HISTORY     - 1962     MONUMENTED       CGS
 PU1801
 PU1801                          STATION DESCRIPTION
 PU1801
 PU1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1801'20.8 MI N FROM BELLE FOURCHE.
 PU1801'ABOUT 20.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE
 PU1801'CHICAGO AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE,
 PU1801'IN SECTION 28, T 12 N, R 3 E, 0.2 MILE NORTH OF A PRIVATE
 PU1801'DRIVEWAY LEADING EAST TO A FARM HOUSE, 56 FEET EAST OF THE
 PU1801'CENTER LINE OF THE HIGHWAY, IN LINE WITH A T FENCE LEADING EAST,
 PU1801'2 FEET WEST OF A FENCE, 1.0 FEET NORTH OF A METAL WITNESS POST,
 PU1801'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 PU1801'COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET AND ENCASED
 PU1801'IN A 6-INCH TILE PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0378 ***********************************************************************
 OR0378  DESIGNATION -  F 37
 OR0378  PID         -  OR0378
 OR0378  STATE/COUNTY-  SD/BRULE
 OR0378  COUNTRY     -  US
 OR0378  USGS QUAD   -  PLATTE LAKE (2017)
 OR0378
 OR0378                         *CURRENT SURVEY CONTROL
 OR0378  ______________________________________________________________________
 OR0378* NAD 83(1986) POSITION- 43 42 58.     (N) 098 51 14.     (W)   SCALED
 OR0378* NAVD 88 ORTHO HEIGHT -   503.019 (meters)     1650.32  (feet) ADJUSTED
 OR0378  ______________________________________________________________________
 OR0378  GEOID HEIGHT    -        -25.817 (meters)                     GEOID18
 OR0378  DYNAMIC HEIGHT  -        502.879 (meters)     1649.86  (feet) COMP
 OR0378  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 OR0378
 OR0378  VERT ORDER      -  FIRST     CLASS II
 OR0378
 OR0378.The horizontal coordinates were scaled from a map and have
 OR0378.an estimated accuracy of +/- 6 seconds.
 OR0378
 OR0378.The orthometric height was determined by differential leveling and
 OR0378.adjusted by the NATIONAL GEODETIC SURVEY
 OR0378.in June 1991.
 OR0378
 OR0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0378.GEOID18 height accuracy estimate available here.
 OR0378
 OR0378.Click photographs - Photos may exist for this station.
 OR0378
 OR0378.The dynamic height is computed by dividing the NAVD 88
 OR0378.geopotential number by the normal gravity value computed on the
 OR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0378.degrees latitude (g = 980.6199 gals.).
 OR0378
 OR0378.The modeled gravity was interpolated from observed gravity values.
 OR0378
 OR0378;                    North         East    Units  Estimated Accuracy
 OR0378;SPC SD S     -   154,680.      719,210.      MT  (+/- 180 meters Scaled)
 OR0378
 OR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP117403(NAD 83)
 OR0378
 OR0378                          SUPERSEDED SURVEY CONTROL
 OR0378
 OR0378  NGVD 29 (??/??/92)  502.661  (m)         1649.15   (f) ADJ UNCH    1 2
 OR0378
 OR0378.Superseded values are not recommended for survey control.
 OR0378
 OR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0378.See file dsdata.pdf to determine how the superseded data were derived.
 OR0378
 OR0378_MARKER: DB = BENCH MARK DISK
 OR0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0378_STAMPING: 1649.147 F 37 1933
 OR0378_MARK LOGO: CGS
 OR0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0378+STABILITY: SURFACE MOTION
 OR0378
 OR0378  HISTORY     - Date     Condition        Report By
 OR0378  HISTORY     - 1933     MONUMENTED       CGS
 OR0378  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0378
 OR0378                          STATION DESCRIPTION
 OR0378
 OR0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0378'6 MI E FROM KIMBALL.
 OR0378'6.0 MILES EAST ALONG U.S. HIGHWAY 16 FROM KIMBALL, BRULE COUNTY,
 OR0378'THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 281, AT THE
 OR0378'INTERSECTION OF AN EAST-AND-WEST ROAD, 117.5 FEET EAST OF THE
 OR0378'CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE
 OR0378'OF THE ROAD, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 OR0378'STAMPED 1649.147 F 37 1933 AND SET IN THE TOP OF A CONCRETE
 OR0378'POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0378
 OR0378                          STATION RECOVERY (2012)
 OR0378
 OR0378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0213 ***********************************************************************
 OS0213  DESIGNATION -  F 370
 OS0213  PID         -  OS0213
 OS0213  STATE/COUNTY-  SD/JONES
 OS0213  COUNTRY     -  US
 OS0213  USGS QUAD   -  OKATON (2017)
 OS0213
 OS0213                         *CURRENT SURVEY CONTROL
 OS0213  ______________________________________________________________________
 OS0213* NAD 83(1986) POSITION- 43 52 52.     (N) 100 57 52.     (W)   SCALED
 OS0213* NAVD 88 ORTHO HEIGHT -   724.517 (meters)     2377.02  (feet) ADJUSTED
 OS0213  ______________________________________________________________________
 OS0213  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 OS0213  DYNAMIC HEIGHT  -        724.279 (meters)     2376.24  (feet) COMP
 OS0213  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 OS0213
 OS0213  VERT ORDER      -  FIRST     CLASS II
 OS0213
 OS0213.The horizontal coordinates were scaled from a map and have
 OS0213.an estimated accuracy of +/- 6 seconds.
 OS0213
 OS0213.The orthometric height was determined by differential leveling and
 OS0213.adjusted by the NATIONAL GEODETIC SURVEY
 OS0213.in June 1991.
 OS0213
 OS0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0213.GEOID18 height accuracy estimate available here.
 OS0213
 OS0213.Click photographs - Photos may exist for this station.
 OS0213
 OS0213.The dynamic height is computed by dividing the NAVD 88
 OS0213.geopotential number by the normal gravity value computed on the
 OS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0213.degrees latitude (g = 980.6199 gals.).
 OS0213
 OS0213.The modeled gravity was interpolated from observed gravity values.
 OS0213
 OS0213;                    North         East    Units  Estimated Accuracy
 OS0213;SPC SD S     -   172,140.      549,290.      MT  (+/- 180 meters Scaled)
 OS0213
 OS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP421605(NAD 83)
 OS0213
 OS0213                          SUPERSEDED SURVEY CONTROL
 OS0213
 OS0213  NGVD 29 (??/??/92)  724.06   (m)         2375.5    (f) COMPUTED    1 2
 OS0213
 OS0213.Superseded values are not recommended for survey control.
 OS0213
 OS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0213.See file dsdata.pdf to determine how the superseded data were derived.
 OS0213
 OS0213_MARKER: DB = BENCH MARK DISK
 OS0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0213_STAMPING: F 370 1962
 OS0213_MARK LOGO: CGS
 OS0213_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0213_ROD/PIPE-DEPTH: 4.3 meters
 OS0213
 OS0213  HISTORY     - Date     Condition        Report By
 OS0213  HISTORY     - 1962     MONUMENTED       CGS
 OS0213  HISTORY     - 1985     GOOD             NGS
 OS0213
 OS0213                          STATION DESCRIPTION
 OS0213
 OS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0213'3.9 MI W FROM OKATON.
 OS0213'ABOUT 3.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OS0213'PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN SECTION
 OS0213'1, T 2 S, R 26 E, 7 POLES EAST OF MILE POST 531 AND AT A ROAD
 OS0213'CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 159 FEET EAST OF THE
 OS0213'CENTER LINE OF THE ROAD, 122 FEET EAST OF A POWER LINE POLE,
 OS0213'1 1/2 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS
 OS0213'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAILS, AND ON THE TOP
 OS0213'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14
 OS0213'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 OS0213
 OS0213                          STATION RECOVERY (1985)
 OS0213
 OS0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0213'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.24 KM (3.88
 OS0213'MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION OF I 90 EXIT
 OS0213'183 AT OKATON, THENCE 1.43 KM (0.89 MI) SOUTH ALONG A GRAVEL ROAD, IN
 OS0213'THE NORTHEAST CORNER OF THE JUNCTION OF THE OLD ABANDON RAILROAD BED,
 OS0213'48.5 METERS (159 FT) EAST OF THE CENTER OF THE GRAVEL ROAD, 14.0
 OS0213'METERS (46 FT) NORTH OF THE NORTH RAIL, 37.2 METERS (122 FT) EAST OF A
 OS0213'POWER POLE AND 0.5 METER (1.5 FT) SOUTH OF A FENCE.
 OS0213'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 OS0213'THE MARK IS 0.3 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0513 ***********************************************************************
 PT0513  DESIGNATION -  F 371
 PT0513  PID         -  PT0513
 PT0513  STATE/COUNTY-  SD/HAAKON
 PT0513  COUNTRY     -  US
 PT0513  USGS QUAD   -  ELBON (2017)
 PT0513
 PT0513                         *CURRENT SURVEY CONTROL
 PT0513  ______________________________________________________________________
 PT0513* NAD 83(1986) POSITION- 44 16 10.     (N) 101 40 05.     (W)   SCALED
 PT0513* NAVD 88 ORTHO HEIGHT -   776.788 (meters)     2548.51  (feet) ADJUSTED
 PT0513  ______________________________________________________________________
 PT0513  GEOID HEIGHT    -        -20.998 (meters)                     GEOID18
 PT0513  DYNAMIC HEIGHT  -        776.572 (meters)     2547.80  (feet) COMP
 PT0513  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 PT0513
 PT0513  VERT ORDER      -  FIRST     CLASS II
 PT0513
 PT0513.The horizontal coordinates were scaled from a map and have
 PT0513.an estimated accuracy of +/- 6 seconds.
 PT0513
 PT0513.The orthometric height was determined by differential leveling and
 PT0513.adjusted by the NATIONAL GEODETIC SURVEY
 PT0513.in June 1991.
 PT0513
 PT0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0513.GEOID18 height accuracy estimate available here.
 PT0513
 PT0513.Click photographs - Photos may exist for this station.
 PT0513
 PT0513.The dynamic height is computed by dividing the NAVD 88
 PT0513.geopotential number by the normal gravity value computed on the
 PT0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0513.degrees latitude (g = 980.6199 gals.).
 PT0513
 PT0513.The modeled gravity was interpolated from observed gravity values.
 PT0513
 PT0513;                    North         East    Units  Estimated Accuracy
 PT0513;SPC SD S     -   215,950.      493,440.      MT  (+/- 180 meters Scaled)
 PT0513
 PT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ870052(NAD 83)
 PT0513
 PT0513                          SUPERSEDED SURVEY CONTROL
 PT0513
 PT0513  NGVD 29 (??/??/92)  776.323  (m)         2546.99   (f) ADJ UNCH    1 2
 PT0513
 PT0513.Superseded values are not recommended for survey control.
 PT0513
 PT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0513.See file dsdata.pdf to determine how the superseded data were derived.
 PT0513
 PT0513_MARKER: DB = BENCH MARK DISK
 PT0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0513_STAMPING: F 371 1962
 PT0513_MARK LOGO: CGS
 PT0513_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0513_ROD/PIPE-DEPTH: 4.0 meters
 PT0513
 PT0513  HISTORY     - Date     Condition        Report By
 PT0513  HISTORY     - 1962     MONUMENTED       CGS
 PT0513
 PT0513                          STATION DESCRIPTION
 PT0513
 PT0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0513'13.5 MI S FROM MILESVILLE.
 PT0513'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0513'THE LUTHERAN HOUR AT MILESVILLE, THENCE 9.5 MILES SOUTH ALONG
 PT0513'STATE HIGHWAY 73, 77 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PT0513'39 FEET WEST OF A FENCE CORNER, 27 FEET NORTH OF CENTERLINE OF
 PT0513'AN EAST-WEST TRAIL ROAD, 1.6 FEET WEST OF A METAL WITNESS POST,
 PT0513'1 1/2 FEET SOUTH OF A FENCE, CLAMPED ON A 5/8 INCH COPPER-COATED
 PT0513'ROD WHICH IS DRIVEN TO A DEPTH OF 13 FEET, AND ENCASED IN A
 PT0513'6-INCH TILE PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0600 ***********************************************************************
 PT0600  DESIGNATION -  F 372
 PT0600  PID         -  PT0600
 PT0600  STATE/COUNTY-  SD/HAAKON
 PT0600  COUNTRY     -  US
 PT0600  USGS QUAD   -  PHILIP SE (2017)
 PT0600
 PT0600                         *CURRENT SURVEY CONTROL
 PT0600  ______________________________________________________________________
 PT0600* NAD 83(1986) POSITION- 44 03 08.     (N) 101 36 04.     (W)   SCALED
 PT0600* NAVD 88 ORTHO HEIGHT -   672.879 (meters)     2207.60  (feet) ADJUSTED
 PT0600  ______________________________________________________________________
 PT0600  GEOID HEIGHT    -        -21.333 (meters)                     GEOID18
 PT0600  DYNAMIC HEIGHT  -        672.682 (meters)     2206.96  (feet) COMP
 PT0600  MODELED GRAVITY -    980,304.2   (mgal)                       NAVD 88
 PT0600
 PT0600  VERT ORDER      -  SECOND    CLASS 0
 PT0600
 PT0600.This mark is at Philip Airport (PHP)
 PT0600
 PT0600.The horizontal coordinates were scaled from a map and have
 PT0600.an estimated accuracy of +/- 6 seconds.
 PT0600
 PT0600.The orthometric height was determined by differential leveling and
 PT0600.adjusted by the NATIONAL GEODETIC SURVEY
 PT0600.in June 1991.
 PT0600
 PT0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0600.GEOID18 height accuracy estimate available here.
 PT0600
 PT0600.Click photographs - Photos may exist for this station.
 PT0600
 PT0600.The dynamic height is computed by dividing the NAVD 88
 PT0600.geopotential number by the normal gravity value computed on the
 PT0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0600.degrees latitude (g = 980.6199 gals.).
 PT0600
 PT0600.The modeled gravity was interpolated from observed gravity values.
 PT0600
 PT0600;                    North         East    Units  Estimated Accuracy
 PT0600;SPC SD S     -   191,730.      498,420.      MT  (+/- 180 meters Scaled)
 PT0600
 PT0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP916809(NAD 83)
 PT0600
 PT0600                          SUPERSEDED SURVEY CONTROL
 PT0600
 PT0600  NGVD 29 (??/??/92)  672.427  (m)         2206.12   (f) ADJ UNCH    2 0
 PT0600
 PT0600.Superseded values are not recommended for survey control.
 PT0600
 PT0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0600.See file dsdata.pdf to determine how the superseded data were derived.
 PT0600
 PT0600_MARKER: DB = BENCH MARK DISK
 PT0600_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0600_SP_SET: FOUNDATION
 PT0600_STAMPING: F 372 1962
 PT0600_MARK LOGO: CGS
 PT0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0600+STABILITY: SURFACE MOTION
 PT0600
 PT0600  HISTORY     - Date     Condition        Report By
 PT0600  HISTORY     - 1962     MONUMENTED       CGS
 PT0600
 PT0600                          STATION DESCRIPTION
 PT0600
 PT0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0600'4 MI NE FROM PHILIP.
 PT0600'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0600'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG
 PT0600'A PRIVATE GRAVELED ROAD, THENCE 0.7 MILE EAST ALONG OLD U.S.
 PT0600'HIGHWAY 14, AT THE PHILIP MUNICIPAL AIRPORT, IN SECTION 16, T1N,
 PT0600'R21E, 3.2 FEET EAST OF THE SOUTHWEST CORNER OF A HANGER WHICH IS
 PT0600'THE MOST WESTERLY ONE OF A ROW OF HANGERS, AND SET IN THE TOP OF
 PT0600'THE WEST END OF THE CONCRETE FOUNDATION AND DOOR TRACK, ABOUT
 PT0600'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0665 ***********************************************************************
 PT0665  DESIGNATION -  F 373
 PT0665  PID         -  PT0665
 PT0665  STATE/COUNTY-  SD/HAAKON
 PT0665  COUNTRY     -  US
 PT0665  USGS QUAD   -  HARTLEY (2017)
 PT0665
 PT0665                         *CURRENT SURVEY CONTROL
 PT0665  ______________________________________________________________________
 PT0665* NAD 83(1986) POSITION- 44 24 06.     (N) 101 49 12.     (W)   SCALED
 PT0665* NAVD 88 ORTHO HEIGHT -   768.780 (meters)     2522.24  (feet) ADJUSTED
 PT0665  ______________________________________________________________________
 PT0665  GEOID HEIGHT    -        -20.505 (meters)                     GEOID18
 PT0665  DYNAMIC HEIGHT  -        768.579 (meters)     2521.58  (feet) COMP
 PT0665  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 PT0665
 PT0665  VERT ORDER      -  SECOND    CLASS 0
 PT0665
 PT0665.The horizontal coordinates were scaled from a map and have
 PT0665.an estimated accuracy of +/- 6 seconds.
 PT0665
 PT0665.The orthometric height was determined by differential leveling and
 PT0665.adjusted by the NATIONAL GEODETIC SURVEY
 PT0665.in June 1991.
 PT0665
 PT0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0665.GEOID18 height accuracy estimate available here.
 PT0665
 PT0665.Click photographs - Photos may exist for this station.
 PT0665
 PT0665.The dynamic height is computed by dividing the NAVD 88
 PT0665.geopotential number by the normal gravity value computed on the
 PT0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0665.degrees latitude (g = 980.6199 gals.).
 PT0665
 PT0665.The modeled gravity was interpolated from observed gravity values.
 PT0665
 PT0665;                    North         East    Units  Estimated Accuracy
 PT0665;SPC SD S     -   230,850.      481,570.      MT  (+/- 180 meters Scaled)
 PT0665
 PT0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ754203(NAD 83)
 PT0665
 PT0665                          SUPERSEDED SURVEY CONTROL
 PT0665
 PT0665  NGVD 29 (??/??/92)  768.319  (m)         2520.73   (f) ADJ UNCH    2 0
 PT0665
 PT0665.Superseded values are not recommended for survey control.
 PT0665
 PT0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0665.See file dsdata.pdf to determine how the superseded data were derived.
 PT0665
 PT0665_MARKER: DB = BENCH MARK DISK
 PT0665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0665_SP_SET: CATTLE GUARD
 PT0665_STAMPING: F 373 1962
 PT0665_MARK LOGO: CGS
 PT0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0665+STABILITY: SURFACE MOTION
 PT0665
 PT0665  HISTORY     - Date     Condition        Report By
 PT0665  HISTORY     - 1962     MONUMENTED       CGS
 PT0665  HISTORY     - 19950703 MARK NOT FOUND   NGS
 PT0665
 PT0665                          STATION DESCRIPTION
 PT0665
 PT0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0665'11 MI SW FROM MILESVILLE.
 PT0665'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0665'THE LUTHERAN HOUR AT MILESVILLE, THENCE 7.0 MILES WEST ALONG
 PT0665'STATE HIGHWAY 34 AND 73, 104 FEET NORTH OF THE CENTERLINE OF
 PT0665'THE HIGHWAY, 12 FEET WEST OF THE CENTERLINE OF A ROAD LEADING
 PT0665'NORTH, 4 FEET NORTH OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF
 PT0665'THE HIGHWAY, AND SET IN THE TOP OF THE WEST END OF THE NORTH
 PT0665'CONCRETE ABUTMENT OF A CATTLE GUARD WHICH IS ACROSS THE ROAD
 PT0665'LEADING NORTH.
 PT0665
 PT0665                          STATION RECOVERY (1995)
 PT0665
 PT0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0665'THE CATTLE GUARD HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0702 ***********************************************************************
 PT0702  DESIGNATION -  F 374
 PT0702  PID         -  PT0702
 PT0702  STATE/COUNTY-  SD/HAAKON
 PT0702  COUNTRY     -  US
 PT0702  USGS QUAD   -  HILLAND (2017)
 PT0702
 PT0702                         *CURRENT SURVEY CONTROL
 PT0702  ______________________________________________________________________
 PT0702* NAD 83(1986) POSITION- 44 17 02.     (N) 101 46 02.     (W)   SCALED
 PT0702* NAVD 88 ORTHO HEIGHT -   776.520 (meters)     2547.63  (feet) ADJUSTED
 PT0702  ______________________________________________________________________
 PT0702  GEOID HEIGHT    -        -20.660 (meters)                     GEOID18
 PT0702  DYNAMIC HEIGHT  -        776.302 (meters)     2546.92  (feet) COMP
 PT0702  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PT0702
 PT0702  VERT ORDER      -  SECOND    CLASS 0
 PT0702
 PT0702.The horizontal coordinates were scaled from a map and have
 PT0702.an estimated accuracy of +/- 6 seconds.
 PT0702
 PT0702.The orthometric height was determined by differential leveling and
 PT0702.adjusted by the NATIONAL GEODETIC SURVEY
 PT0702.in June 1991.
 PT0702
 PT0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0702.GEOID18 height accuracy estimate available here.
 PT0702
 PT0702.Click photographs - Photos may exist for this station.
 PT0702
 PT0702.The dynamic height is computed by dividing the NAVD 88
 PT0702.geopotential number by the normal gravity value computed on the
 PT0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0702.degrees latitude (g = 980.6199 gals.).
 PT0702
 PT0702.The modeled gravity was interpolated from observed gravity values.
 PT0702
 PT0702;                    North         East    Units  Estimated Accuracy
 PT0702;SPC SD S     -   217,690.      485,550.      MT  (+/- 180 meters Scaled)
 PT0702
 PT0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ791071(NAD 83)
 PT0702
 PT0702                          SUPERSEDED SURVEY CONTROL
 PT0702
 PT0702  NGVD 29 (??/??/92)  776.052  (m)         2546.10   (f) ADJ UNCH    2 0
 PT0702
 PT0702.Superseded values are not recommended for survey control.
 PT0702
 PT0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0702.See file dsdata.pdf to determine how the superseded data were derived.
 PT0702
 PT0702_MARKER: DB = BENCH MARK DISK
 PT0702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0702_STAMPING: F 374 1962
 PT0702_MARK LOGO: CGS
 PT0702_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0702_ROD/PIPE-DEPTH: 4.3 meters
 PT0702
 PT0702  HISTORY     - Date     Condition        Report By
 PT0702  HISTORY     - 1962     MONUMENTED       CGS
 PT0702
 PT0702                          STATION DESCRIPTION
 PT0702
 PT0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0702'4.5 MI E FROM HILLAND.
 PT0702'ABOUT 4.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0702'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVEL ROAD AND A
 PT0702'ROAD LEADING NORTH, IN SECTION 25, T 4 N, R 19 E, 64 FEET SOUTH
 PT0702'OF THE CENTER LINE OF THE GRAVEL ROAD, 36 FEET WEST OF THE
 PT0702'CENTER LINE OF A FIELD ROAD, 28 FEET SOUTH OF A TELEPHONE POLE
 PT0702'BRACED BY A GUY WIRE, 39 FEET NORTHEAST OF THE CENTER OF A
 PT0702'WIRE GATE, 8 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL
 PT0702'WITNESS POST, CLAMPED ON A 5/8 INCH COPPER-COATED ROD WHICH IS
 PT0702'DRIVEN TO A DEPTH OF 14 FEET, AND ENCASED IN A 6-INCH TILE
 PT0702'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0378 ***********************************************************************
 PU0378  DESIGNATION -  F 375
 PU0378  PID         -  PU0378
 PU0378  STATE/COUNTY-  SD/PENNINGTON
 PU0378  COUNTRY     -  US
 PU0378  USGS QUAD   -  PEDRO (2017)
 PU0378
 PU0378                         *CURRENT SURVEY CONTROL
 PU0378  ______________________________________________________________________
 PU0378* NAD 83(1986) POSITION- 44 24 53.     (N) 102 07 07.     (W)   SCALED
 PU0378* NAVD 88 ORTHO HEIGHT -   617.638 (meters)     2026.37  (feet) ADJUSTED
 PU0378  ______________________________________________________________________
 PU0378  GEOID HEIGHT    -        -19.679 (meters)                     GEOID18
 PU0378  DYNAMIC HEIGHT  -        617.495 (meters)     2025.90  (feet) COMP
 PU0378  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 PU0378
 PU0378  VERT ORDER      -  SECOND    CLASS 0
 PU0378
 PU0378.The horizontal coordinates were scaled from a map and have
 PU0378.an estimated accuracy of +/- 6 seconds.
 PU0378
 PU0378.The orthometric height was determined by differential leveling and
 PU0378.adjusted by the NATIONAL GEODETIC SURVEY
 PU0378.in June 1991.
 PU0378
 PU0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0378.GEOID18 height accuracy estimate available here.
 PU0378
 PU0378.Click photographs - Photos may exist for this station.
 PU0378
 PU0378.The dynamic height is computed by dividing the NAVD 88
 PU0378.geopotential number by the normal gravity value computed on the
 PU0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0378.degrees latitude (g = 980.6199 gals.).
 PU0378
 PU0378.The modeled gravity was interpolated from observed gravity values.
 PU0378
 PU0378;                    North         East    Units  Estimated Accuracy
 PU0378;SPC SD S     -   232,760.      457,820.      MT  (+/- 180 meters Scaled)
 PU0378
 PU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK293219(NAD 83)
 PU0378
 PU0378                          SUPERSEDED SURVEY CONTROL
 PU0378
 PU0378  NGVD 29 (??/??/92)  617.194  (m)         2024.91   (f) ADJ UNCH    2 0
 PU0378
 PU0378.Superseded values are not recommended for survey control.
 PU0378
 PU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0378.See file dsdata.pdf to determine how the superseded data were derived.
 PU0378
 PU0378_MARKER: DB = BENCH MARK DISK
 PU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0378_STAMPING: F 375 1962
 PU0378_MARK LOGO: CGS
 PU0378_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0378+STABILITY: SURFACE MOTION
 PU0378
 PU0378  HISTORY     - Date     Condition        Report By
 PU0378  HISTORY     - 1962     MONUMENTED       CGS
 PU0378  HISTORY     - 1962     GOOD             CGS
 PU0378
 PU0378                          STATION DESCRIPTION
 PU0378
 PU0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0378'0.4 MI S FROM PEDRO.
 PU0378'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0378'AT PEDRO, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION
 PU0378'7, T 5 N, R 17 E, 210 FEET SOUTH OF A TUBULAR CONCRETE CULVERT,
 PU0378'33 FEET WEST OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTH OF
 PU0378'A TELEPHONE POLE, 28 FEET NORTH OF THE CENTER OF A WIRE GATE,
 PU0378'2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST,
 PU0378'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0378'POST PROJECTING 6 INCHES.
 PU0378
 PU0378                          STATION RECOVERY (1962)
 PU0378
 PU0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2101 ***********************************************************************
 PU2101  DESIGNATION -  F 376
 PU2101  PID         -  PU2101
 PU2101  STATE/COUNTY-  SD/LAWRENCE
 PU2101  COUNTRY     -  US
 PU2101  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2101
 PU2101                         *CURRENT SURVEY CONTROL
 PU2101  ______________________________________________________________________
 PU2101* NAD 83(1986) POSITION- 44 32 52.24   (N) 103 59 08.31   (W)   HD_HELD1
 PU2101* NAVD 88 ORTHO HEIGHT -  1079.239 (meters)     3540.80  (feet) ADJUSTED
 PU2101  ______________________________________________________________________
 PU2101  GEOID HEIGHT    -        -14.619 (meters)                     GEOID18
 PU2101  DYNAMIC HEIGHT  -       1078.885 (meters)     3539.64  (feet) COMP
 PU2101  MODELED GRAVITY -    980,252.0   (mgal)                       NAVD 88
 PU2101
 PU2101  VERT ORDER      -  FIRST     CLASS II
 PU2101
 PU2101.The horizontal coordinates were determined by differentially corrected
 PU2101.hand held GPS observations or other comparable positioning techniques
 PU2101.and have an estimated accuracy of +/- 3 meters.
 PU2101
 PU2101.The orthometric height was determined by differential leveling and
 PU2101.adjusted by the NATIONAL GEODETIC SURVEY
 PU2101.in June 1991.
 PU2101
 PU2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2101.GEOID18 height accuracy estimate available here.
 PU2101
 PU2101.Click photographs - Photos may exist for this station.
 PU2101
 PU2101.The dynamic height is computed by dividing the NAVD 88
 PU2101.geopotential number by the normal gravity value computed on the
 PU2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2101.degrees latitude (g = 980.6199 gals.).
 PU2101
 PU2101.The modeled gravity was interpolated from observed gravity values.
 PU2101
 PU2101;                    North         East    Units  Estimated Accuracy
 PU2101;SPC SD N     -    87,192.7     283,418.1     MT  (+/- 3 meters HH1 GPS) 
 PU2101
 PU2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8057333224(NAD 83)
 PU2101
 PU2101                          SUPERSEDED SURVEY CONTROL
 PU2101
 PU2101  NGVD 29 (??/??/92) 1078.70   (m)         3539.0    (f) COMPUTED    1 2
 PU2101
 PU2101.Superseded values are not recommended for survey control.
 PU2101
 PU2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2101.See file dsdata.pdf to determine how the superseded data were derived.
 PU2101
 PU2101_MARKER: DB = BENCH MARK DISK
 PU2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2101_STAMPING: F 376 1962
 PU2101_MARK LOGO: CGS
 PU2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2101+STABILITY: SURFACE MOTION
 PU2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2101+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 PU2101
 PU2101  HISTORY     - Date     Condition        Report By
 PU2101  HISTORY     - 1962     MONUMENTED       CGS
 PU2101  HISTORY     - 19910815 GOOD             NGS
 PU2101  HISTORY     - 20120308 GOOD             INDIV
 PU2101
 PU2101                          STATION DESCRIPTION
 PU2101
 PU2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2101'9.3 MI NW FROM SPEARFISH.
 PU2101'2 MILE NORTH ALONG OLD HIGHWAY 85 FROM THE POST OFFICE AT
 PU2101'SPEARFISH TO THE JUNCTION OF OLD HIGHWAY 85 AND U.S. HIGHWAY
 PU2101'14, THENCE 7.25 MILE WEST ALONG U.S. HIGHWAY 14, SET AT A FENCE
 PU2101'CORNER, 163 FEET EAST OF THE EAST END OF A GATE, 136 FEET EAST
 PU2101'OF A POWER POLE, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PU2101'1.8 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A WITNESS
 PU2101'POST AND ABOUT LEVEL WITH THE HIGHWAY, A POST PROJECTING ABOUT
 PU2101'0.5 OF A FOOT.
 PU2101
 PU2101                          STATION RECOVERY (1991)
 PU2101
 PU2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2101'8.6 KM (5.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PU2101'IN BEULAH, WYOMING, 56.3 M (184.7 FT) EAST OF THE CENTER OF A GATE,
 PU2101'42.8 M (140.4 FT) EAST OF A UTILITY POLE, 15.2 M (49.9 FT) NORTH OF
 PU2101'THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 PU2101'HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH
 PU2101'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 PU2101'GROUND SURFACE.
 PU2101
 PU2101                          STATION RECOVERY (2012)
 PU2101
 PU2101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2000 ***********************************************************************
 PU2000  DESIGNATION -  F 377
 PU2000  PID         -  PU2000
 PU2000  STATE/COUNTY-  SD/BUTTE
 PU2000  COUNTRY     -  US
 PU2000  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2000
 PU2000                         *CURRENT SURVEY CONTROL
 PU2000  ______________________________________________________________________
 PU2000* NAD 83(1986) POSITION- 44 39 46.     (N) 103 49 04.     (W)   SCALED
 PU2000* NAVD 88 ORTHO HEIGHT -   940.587 (meters)     3085.91  (feet) ADJUSTED
 PU2000  ______________________________________________________________________
 PU2000  GEOID HEIGHT    -        -15.373 (meters)                     GEOID18
 PU2000  DYNAMIC HEIGHT  -        940.325 (meters)     3085.05  (feet) COMP
 PU2000  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 PU2000
 PU2000  VERT ORDER      -  SECOND    CLASS 0
 PU2000
 PU2000.The horizontal coordinates were scaled from a map and have
 PU2000.an estimated accuracy of +/- 6 seconds.
 PU2000
 PU2000.The orthometric height was determined by differential leveling and
 PU2000.adjusted by the NATIONAL GEODETIC SURVEY
 PU2000.in June 1991.
 PU2000
 PU2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2000.GEOID18 height accuracy estimate available here.
 PU2000
 PU2000.Click photographs - Photos may exist for this station.
 PU2000
 PU2000.The dynamic height is computed by dividing the NAVD 88
 PU2000.geopotential number by the normal gravity value computed on the
 PU2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2000.degrees latitude (g = 980.6199 gals.).
 PU2000
 PU2000.The modeled gravity was interpolated from observed gravity values.
 PU2000
 PU2000;                    North         East    Units  Estimated Accuracy
 PU2000;SPC SD N     -    99,310.      297,340.      MT  (+/- 180 meters Scaled)
 PU2000
 PU2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK937461(NAD 83)
 PU2000
 PU2000                          SUPERSEDED SURVEY CONTROL
 PU2000
 PU2000  NGVD 29 (??/??/92)  940.096  (m)         3084.30   (f) ADJ UNCH    2 0
 PU2000
 PU2000.Superseded values are not recommended for survey control.
 PU2000
 PU2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2000.See file dsdata.pdf to determine how the superseded data were derived.
 PU2000
 PU2000_MARKER: DB = BENCH MARK DISK
 PU2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2000_STAMPING: F 377 1962
 PU2000_MARK LOGO: CGS
 PU2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2000+STABILITY: SURFACE MOTION
 PU2000
 PU2000  HISTORY     - Date     Condition        Report By
 PU2000  HISTORY     - 1962     MONUMENTED       CGS
 PU2000
 PU2000                          STATION DESCRIPTION
 PU2000
 PU2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2000'2.1 MI SE FROM BELLE FOURCHE.
 PU2000'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2000'FROM THE STATION AT BELLE FOURCHE, THENCE 1.1 MILE EAST ALONG
 PU2000'A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE, AT THE CROSSING
 PU2000'OF A TELEPHONE LINE, 17 FEET SOUTH OF THE CENTER LINE OF THE
 PU2000'ROAD, 213 FEET WEST OF POWER POLE 585, 48 FEET SOUTH AND ACROSS
 PU2000'THE ROAD FROM A TELEPHONE POLE WITH A GUY WIRE, 37 FEET NORTH
 PU2000'OF THE NORTH BANK OF A CANAL, 2.0 FEET NORTH OF A FENCE, 1.4
 PU2000'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU2000'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU2000'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0445 ***********************************************************************
 PU0445  DESIGNATION -  F 378
 PU0445  PID         -  PU0445
 PU0445  STATE/COUNTY-  SD/PENNINGTON
 PU0445  COUNTRY     -  US
 PU0445  USGS QUAD   -  CREIGHTON (2017)
 PU0445
 PU0445                         *CURRENT SURVEY CONTROL
 PU0445  ______________________________________________________________________
 PU0445* NAD 83(1986) POSITION- 44 15 17.     (N) 102 08 52.     (W)   SCALED
 PU0445* NAVD 88 ORTHO HEIGHT -   768.400 (meters)     2520.99  (feet) ADJUSTED
 PU0445  ______________________________________________________________________
 PU0445  GEOID HEIGHT    -        -19.475 (meters)                     GEOID18
 PU0445  DYNAMIC HEIGHT  -        768.189 (meters)     2520.30  (feet) COMP
 PU0445  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 PU0445
 PU0445  VERT ORDER      -  SECOND    CLASS 0
 PU0445
 PU0445.The horizontal coordinates were scaled from a map and have
 PU0445.an estimated accuracy of +/- 6 seconds.
 PU0445
 PU0445.The orthometric height was determined by differential leveling and
 PU0445.adjusted by the NATIONAL GEODETIC SURVEY
 PU0445.in June 1991.
 PU0445
 PU0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0445.GEOID18 height accuracy estimate available here.
 PU0445
 PU0445.Click photographs - Photos may exist for this station.
 PU0445
 PU0445.The dynamic height is computed by dividing the NAVD 88
 PU0445.geopotential number by the normal gravity value computed on the
 PU0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0445.degrees latitude (g = 980.6199 gals.).
 PU0445
 PU0445.The modeled gravity was interpolated from observed gravity values.
 PU0445
 PU0445;                    North         East    Units  Estimated Accuracy
 PU0445;SPC SD S     -   215,040.      455,110.      MT  (+/- 180 meters Scaled)
 PU0445
 PU0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK276041(NAD 83)
 PU0445
 PU0445                          SUPERSEDED SURVEY CONTROL
 PU0445
 PU0445  NGVD 29 (??/??/92)  767.944  (m)         2519.50   (f) ADJ UNCH    2 0
 PU0445
 PU0445.Superseded values are not recommended for survey control.
 PU0445
 PU0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0445.See file dsdata.pdf to determine how the superseded data were derived.
 PU0445
 PU0445_MARKER: DB = BENCH MARK DISK
 PU0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0445_STAMPING: F 378 1962
 PU0445_MARK LOGO: CGS
 PU0445_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0445+STABILITY: SURFACE MOTION
 PU0445
 PU0445  HISTORY     - Date     Condition        Report By
 PU0445  HISTORY     - 1962     MONUMENTED       CGS
 PU0445
 PU0445                          STATION DESCRIPTION
 PU0445
 PU0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0445'5 MI E FROM CREIGHTON.
 PU0445'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0445'SERIVCE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0445'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 0.1
 PU0445'MILE EAST-SOUTHEAST OF AND ACROSS THE ROAD FROM TWO LARGE TREES,
 PU0445'70 FEET EAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF A CORNER
 PU0445'FENCE POST, 37.7 FEET EAST OF A POWER POLE, 29 FEET NORTH OF THE
 PU0445'CENTER LINE OF A TRAIL ROAD, 2.6 FEET SOUTH OF A FENCE, 1.7 FEET
 PU0445'EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD, AND SET
 PU0445'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0539 ***********************************************************************
 PU0539  DESIGNATION -  F 379
 PU0539  PID         -  PU0539
 PU0539  STATE/COUNTY-  SD/PENNINGTON
 PU0539  COUNTRY     -  US
 PU0539  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0539
 PU0539                         *CURRENT SURVEY CONTROL
 PU0539  ______________________________________________________________________
 PU0539* NAD 83(1986) POSITION- 44 06 36.     (N) 102 05 19.     (W)   SCALED
 PU0539* NAVD 88 ORTHO HEIGHT -   824.323 (meters)     2704.47  (feet) ADJUSTED
 PU0539  ______________________________________________________________________
 PU0539  GEOID HEIGHT    -        -19.529 (meters)                     GEOID18
 PU0539  DYNAMIC HEIGHT  -        824.083 (meters)     2703.68  (feet) COMP
 PU0539  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 PU0539
 PU0539  VERT ORDER      -  SECOND    CLASS 0
 PU0539
 PU0539.The horizontal coordinates were scaled from a map and have
 PU0539.an estimated accuracy of +/- 6 seconds.
 PU0539
 PU0539.The orthometric height was determined by differential leveling and
 PU0539.adjusted by the NATIONAL GEODETIC SURVEY
 PU0539.in June 1991.
 PU0539
 PU0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0539.GEOID18 height accuracy estimate available here.
 PU0539
 PU0539.Click photographs - Photos may exist for this station.
 PU0539
 PU0539.The dynamic height is computed by dividing the NAVD 88
 PU0539.geopotential number by the normal gravity value computed on the
 PU0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0539.degrees latitude (g = 980.6199 gals.).
 PU0539
 PU0539.The modeled gravity was interpolated from observed gravity values.
 PU0539
 PU0539;                    North         East    Units  Estimated Accuracy
 PU0539;SPC SD S     -   198,860.      459,500.      MT  (+/- 180 meters Scaled)
 PU0539
 PU0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ329882(NAD 83)
 PU0539
 PU0539                          SUPERSEDED SURVEY CONTROL
 PU0539
 PU0539  NGVD 29 (??/??/92)  823.869  (m)         2702.98   (f) ADJ UNCH    2 0
 PU0539
 PU0539.Superseded values are not recommended for survey control.
 PU0539
 PU0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0539.See file dsdata.pdf to determine how the superseded data were derived.
 PU0539
 PU0539_MARKER: DB = BENCH MARK DISK
 PU0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0539_STAMPING: F 379 1962
 PU0539_MARK LOGO: CGS
 PU0539_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0539_ROD/PIPE-DEPTH: 4.9 meters
 PU0539
 PU0539  HISTORY     - Date     Condition        Report By
 PU0539  HISTORY     - 1962     MONUMENTED       CGS
 PU0539
 PU0539                          STATION DESCRIPTION
 PU0539
 PU0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0539'10.7 MI NE FROM QUINN.
 PU0539'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0539'AT QUINN, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, 0.15
 PU0539'MILE EAST OF A SET OF FARM BUILDINGS ON THE NORTH SIDE OF THE
 PU0539'ROAD, 42.4 FEET EAST OF A POWER POLE, 33 FEET SOUTH OF THE
 PU0539'CENTER LINE OF THE ROAD, 13 FEET EAST OF THE CENTER OF A WIRE GATE,
 PU0539'1.7 FEET NORTH OF A FENCE, 2.2 FEET SOUTHEAST OF A METAL WITNESS
 PU0539'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND ON
 PU0539'THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO A
 PU0539'DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PU0539'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0156 ***********************************************************************
 OS0156  DESIGNATION -  F 38
 OS0156  PID         -  OS0156
 OS0156  STATE/COUNTY-  SD/TODD
 OS0156  COUNTRY     -  US
 OS0156  USGS QUAD   -  MISSION (2017)
 OS0156
 OS0156                         *CURRENT SURVEY CONTROL
 OS0156  ______________________________________________________________________
 OS0156* NAD 83(1986) POSITION- 43 18 11.     (N) 100 42 33.     (W)   SCALED
 OS0156* NAVD 88 ORTHO HEIGHT -   804.188 (meters)     2638.41  (feet) ADJUSTED
 OS0156  ______________________________________________________________________
 OS0156  GEOID HEIGHT    -        -23.132 (meters)                     GEOID18
 OS0156  DYNAMIC HEIGHT  -        803.864 (meters)     2637.34  (feet) COMP
 OS0156  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 OS0156
 OS0156  VERT ORDER      -  FIRST     CLASS II
 OS0156
 OS0156.The horizontal coordinates were scaled from a map and have
 OS0156.an estimated accuracy of +/- 6 seconds.
 OS0156
 OS0156.The orthometric height was determined by differential leveling and
 OS0156.adjusted by the NATIONAL GEODETIC SURVEY
 OS0156.in June 1991.
 OS0156
 OS0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0156.GEOID18 height accuracy estimate available here.
 OS0156
 OS0156.Click photographs - Photos may exist for this station.
 OS0156
 OS0156.The dynamic height is computed by dividing the NAVD 88
 OS0156.geopotential number by the normal gravity value computed on the
 OS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0156.degrees latitude (g = 980.6199 gals.).
 OS0156
 OS0156.The modeled gravity was interpolated from observed gravity values.
 OS0156
 OS0156;                    North         East    Units  Estimated Accuracy
 OS0156;SPC SD S     -   107,800.      569,510.      MT  (+/- 180 meters Scaled)
 OS0156
 OS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN613958(NAD 83)
 OS0156
 OS0156                          SUPERSEDED SURVEY CONTROL
 OS0156
 OS0156  NGVD 29 (??/??/92)  803.800  (m)         2637.13   (f) ADJ UNCH    1 2
 OS0156
 OS0156.Superseded values are not recommended for survey control.
 OS0156
 OS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0156.See file dsdata.pdf to determine how the superseded data were derived.
 OS0156
 OS0156_MARKER: DB = BENCH MARK DISK
 OS0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0156_STAMPING: F 38 1933
 OS0156_MARK LOGO: CGS
 OS0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0156+STABILITY: SURFACE MOTION
 OS0156
 OS0156  HISTORY     - Date     Condition        Report By
 OS0156  HISTORY     - 1933     MONUMENTED       CGS
 OS0156  HISTORY     - 1941     GOOD             CGS
 OS0156  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0156
 OS0156                          STATION DESCRIPTION
 OS0156
 OS0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0156'3 MI W FROM MISSION.
 OS0156'ABOUT 3 MILES WEST ALONG U.S. HIGHWAY 18 FROM MISSION, TODD
 OS0156'COUNTY, AT THE JUNCTION OF STATE HIGHWAY 59, ABOUT 144 YARDS
 OS0156'EAST OF THE CENTER LINE OF STATE HIGHWAY 59, ABOUT 72 YARDS
 OS0156'WEST OF A CULVERT, ABOUT 14 YARDS NORTH OF THE CENTER LINE
 OS0156'OF U.S. HIGHWAY 18, AND ABOUT 1 YARDS NORTH OF A FENCE.  A
 OS0156'STANDARD DISK, STAMPED F 38 1933 AND SET IN THE TOP OF A
 OS0156'CONCRETE POST.
 OS0156
 OS0156                          STATION RECOVERY (1941)
 OS0156
 OS0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OS0156'RECOVERED IN GOOD CONDITION.
 OS0156
 OS0156                          STATION RECOVERY (1992)
 OS0156
 OS0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0156'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0784 ***********************************************************************
 PT0784  DESIGNATION -  F 380
 PT0784  PID         -  PT0784
 PT0784  STATE/COUNTY-  SD/HAAKON
 PT0784  COUNTRY     -  US
 PT0784  USGS QUAD   -  BOWEN RANCH (2017)
 PT0784
 PT0784                         *CURRENT SURVEY CONTROL
 PT0784  ______________________________________________________________________
 PT0784* NAD 83(1986) POSITION- 44 04 50.     (N) 101 47 58.     (W)   SCALED
 PT0784* NAVD 88 ORTHO HEIGHT -   706.551 (meters)     2318.08  (feet) ADJUSTED
 PT0784  ______________________________________________________________________
 PT0784  GEOID HEIGHT    -        -20.595 (meters)                     GEOID18
 PT0784  DYNAMIC HEIGHT  -        706.347 (meters)     2317.41  (feet) COMP
 PT0784  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 PT0784
 PT0784  VERT ORDER      -  SECOND    CLASS 0
 PT0784
 PT0784.The horizontal coordinates were scaled from a map and have
 PT0784.an estimated accuracy of +/- 6 seconds.
 PT0784
 PT0784.The orthometric height was determined by differential leveling and
 PT0784.adjusted by the NATIONAL GEODETIC SURVEY
 PT0784.in June 1991.
 PT0784
 PT0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0784.GEOID18 height accuracy estimate available here.
 PT0784
 PT0784.Click photographs - Photos may exist for this station.
 PT0784
 PT0784.The dynamic height is computed by dividing the NAVD 88
 PT0784.geopotential number by the normal gravity value computed on the
 PT0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0784.degrees latitude (g = 980.6199 gals.).
 PT0784
 PT0784.The modeled gravity was interpolated from observed gravity values.
 PT0784
 PT0784;                    North         East    Units  Estimated Accuracy
 PT0784;SPC SD S     -   195,140.      482,580.      MT  (+/- 180 meters Scaled)
 PT0784
 PT0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP758846(NAD 83)
 PT0784
 PT0784                          SUPERSEDED SURVEY CONTROL
 PT0784
 PT0784  NGVD 29 (??/??/92)  706.096  (m)         2316.58   (f) ADJ UNCH    2 0
 PT0784
 PT0784.Superseded values are not recommended for survey control.
 PT0784
 PT0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0784.See file dsdata.pdf to determine how the superseded data were derived.
 PT0784
 PT0784_MARKER: DB = BENCH MARK DISK
 PT0784_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0784_SP_SET: BASE
 PT0784_STAMPING: F 380 1962
 PT0784_MARK LOGO: CGS
 PT0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0784+STABILITY: SURFACE MOTION
 PT0784
 PT0784  HISTORY     - Date     Condition        Report By
 PT0784  HISTORY     - 1962     MONUMENTED       CGS
 PT0784
 PT0784                          STATION DESCRIPTION
 PT0784
 PT0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0784'17.2 MI SE FROM PHILLIP.
 PT0784'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0784'CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH ALONG A GRAVELED
 PT0784'AND GRADED DIRT ROAD, THENCE 4.6 MILES SOUTHEAST ALONG A GRAVELED
 PT0784'ROAD, OR 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0784'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0784'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0784'U.S. HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0784'2.9 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.5 MILES NORTH ALONG A
 PT0784'GRAVELED ROAD, 355 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PT0784'319 FEET SOUTH OF A FENCE, AND SET IN THE NORTH SIDE OF THE BASE
 PT0784'OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0490 ***********************************************************************
 PU0490  DESIGNATION -  F 381
 PU0490  PID         -  PU0490
 PU0490  STATE/COUNTY-  SD/PENNINGTON
 PU0490  COUNTRY     -  US
 PU0490  USGS QUAD   -  WASTA SE (2017)
 PU0490
 PU0490                         *CURRENT SURVEY CONTROL
 PU0490  ______________________________________________________________________
 PU0490* NAD 83(1986) POSITION- 44 03 55.     (N) 102 19 05.     (W)   SCALED
 PU0490* NAVD 88 ORTHO HEIGHT -   832.369 (meters)     2730.86  (feet) ADJUSTED
 PU0490  ______________________________________________________________________
 PU0490  GEOID HEIGHT    -        -18.799 (meters)                     GEOID18
 PU0490  DYNAMIC HEIGHT  -        832.125 (meters)     2730.06  (feet) COMP
 PU0490  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 PU0490
 PU0490  VERT ORDER      -  SECOND    CLASS 0
 PU0490
 PU0490.The horizontal coordinates were scaled from a map and have
 PU0490.an estimated accuracy of +/- 6 seconds.
 PU0490
 PU0490.The orthometric height was determined by differential leveling and
 PU0490.adjusted by the NATIONAL GEODETIC SURVEY
 PU0490.in June 1991.
 PU0490
 PU0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0490.GEOID18 height accuracy estimate available here.
 PU0490
 PU0490.Click photographs - Photos may exist for this station.
 PU0490
 PU0490.The dynamic height is computed by dividing the NAVD 88
 PU0490.geopotential number by the normal gravity value computed on the
 PU0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0490.degrees latitude (g = 980.6199 gals.).
 PU0490
 PU0490.The modeled gravity was interpolated from observed gravity values.
 PU0490
 PU0490;                    North         East    Units  Estimated Accuracy
 PU0490;SPC SD S     -   194,310.      441,010.      MT  (+/- 180 meters Scaled)
 PU0490
 PU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ147826(NAD 83)
 PU0490
 PU0490                          SUPERSEDED SURVEY CONTROL
 PU0490
 PU0490  NGVD 29 (??/??/92)  831.918  (m)         2729.38   (f) ADJ UNCH    2 0
 PU0490
 PU0490.Superseded values are not recommended for survey control.
 PU0490
 PU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0490.See file dsdata.pdf to determine how the superseded data were derived.
 PU0490
 PU0490_MARKER: DB = BENCH MARK DISK
 PU0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0490_STAMPING: F 381 1962
 PU0490_MARK LOGO: CGS
 PU0490_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0490+STABILITY: SURFACE MOTION
 PU0490
 PU0490  HISTORY     - Date     Condition        Report By
 PU0490  HISTORY     - 1962     MONUMENTED       CGS
 PU0490
 PU0490                          STATION DESCRIPTION
 PU0490
 PU0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0490'7.9 MI NW FROM WASTA.
 PU0490'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0490'FROM THE STATION AT WASTA, THENCE 1.45 MILES SOUTHEAST ALONG
 PU0490'U.S. HIGHWAY 16, THENCE 0.9 MILE NORTHEAST ALONG A GRADED DIRT
 PU0490'ROAD TO THE WEST RIM OF A BLUFF, THENCE 2.2 MILES EAST ALONG A
 PU0490'GRAVELED ROAD, IN SECTION 9, T 1 N, R 15 E, 0.25 MILE SOUTH OF A
 PU0490'RAVINE, 0.1 MILE SOUTH OF A ROAD JUNCTION, 300 FEET SOUTH OF THE
 PU0490'CREST OF A HILL, 58 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PU0490'ROAD, 2 1/2 FEET EAST OF A FENCE 2.0 FEET NORTHWEST OF A METAL
 PU0490'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0490'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0108 ***********************************************************************
 OT0108  DESIGNATION -  F 382
 OT0108  PID         -  OT0108
 OT0108  STATE/COUNTY-  SD/PENNINGTON
 OT0108  COUNTRY     -  US
 OT0108  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0108
 OT0108                         *CURRENT SURVEY CONTROL
 OT0108  ______________________________________________________________________
 OT0108* NAD 83(1986) POSITION- 43 52 52.9    (N) 102 15 46.9    (W)   HD_HELD2
 OT0108* NAVD 88 ORTHO HEIGHT -   929.612 (meters)     3049.90  (feet) ADJUSTED
 OT0108  ______________________________________________________________________
 OT0108  GEOID HEIGHT    -        -18.949 (meters)                     GEOID18
 OT0108  DYNAMIC HEIGHT  -        929.302 (meters)     3048.89  (feet) COMP
 OT0108  MODELED GRAVITY -    980,252.6   (mgal)                       NAVD 88
 OT0108
 OT0108  VERT ORDER      -  SECOND    CLASS 0
 OT0108
 OT0108.The horizontal coordinates were established by autonomous hand held GPS
 OT0108.observations and have an estimated accuracy of +/- 10 meters.
 OT0108
 OT0108.The orthometric height was determined by differential leveling and
 OT0108.adjusted by the NATIONAL GEODETIC SURVEY
 OT0108.in June 1991.
 OT0108
 OT0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0108.GEOID18 height accuracy estimate available here.
 OT0108
 OT0108.Click photographs - Photos may exist for this station.
 OT0108
 OT0108.The dynamic height is computed by dividing the NAVD 88
 OT0108.geopotential number by the normal gravity value computed on the
 OT0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0108.degrees latitude (g = 980.6199 gals.).
 OT0108
 OT0108.The modeled gravity was interpolated from observed gravity values.
 OT0108
 OT0108;                    North         East    Units  Estimated Accuracy
 OT0108;SPC SD S     -   173,775.      444,945.      MT  (+/- 10 meters HH2 GPS)
 OT0108
 OT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1987462337(NAD 83)
 OT0108
 OT0108                          SUPERSEDED SURVEY CONTROL
 OT0108
 OT0108  NGVD 29 (??/??/92)  929.138  (m)         3048.35   (f) ADJ UNCH    2 0
 OT0108
 OT0108.Superseded values are not recommended for survey control.
 OT0108
 OT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0108.See file dsdata.pdf to determine how the superseded data were derived.
 OT0108
 OT0108_MARKER: DB = BENCH MARK DISK
 OT0108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0108_STAMPING: F 382 1962
 OT0108_MARK LOGO: CGS
 OT0108_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0108+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 OT0108
 OT0108  HISTORY     - Date     Condition        Report By
 OT0108  HISTORY     - 1962     MONUMENTED       CGS
 OT0108  HISTORY     - 20071022 GOOD             GEOCAC
 OT0108
 OT0108                          STATION DESCRIPTION
 OT0108
 OT0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0108'10.3 MI SSW FROM WALL.
 OT0108'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0108'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0108'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 1.7 MILES
 OT0108'WEST-NORTHWEST ALONG A GRAVELED ROAD IN SECTION 12, T 2 S, R 15 E,
 OT0108'95 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHWEST RIM
 OT0108'OF A BLUFF OVER LOOKING THE BADLANDS, 109 FEET SOUTHEAST OF A
 OT0108'FENCE CORNER POST, 77 FEET NORTHEAST OF THE CENTER LINE OF THE
 OT0108'ROAD, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 OT0108'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OT0108'ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH
 OT0108'TILE PROJECTING 5-INCHES.
 OT0108
 OT0108                          STATION RECOVERY (2007)
 OT0108
 OT0108'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0108'ALONG THE SAGE CREEK ROAD. THE WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0730 ***********************************************************************
 PT0730  DESIGNATION -  F 383
 PT0730  PID         -  PT0730
 PT0730  STATE/COUNTY-  SD/HAAKON
 PT0730  COUNTRY     -  US
 PT0730  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0730
 PT0730                         *CURRENT SURVEY CONTROL
 PT0730  ______________________________________________________________________
 PT0730* NAD 83(1986) POSITION- 44 10 59.     (N) 101 49 39.     (W)   SCALED
 PT0730* NAVD 88 ORTHO HEIGHT -   789.793 (meters)     2591.18  (feet) ADJUSTED
 PT0730  ______________________________________________________________________
 PT0730  GEOID HEIGHT    -        -20.451 (meters)                     GEOID18
 PT0730  DYNAMIC HEIGHT  -        789.567 (meters)     2590.44  (feet) COMP
 PT0730  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 PT0730
 PT0730  VERT ORDER      -  SECOND    CLASS 0
 PT0730
 PT0730.The horizontal coordinates were scaled from a map and have
 PT0730.an estimated accuracy of +/- 6 seconds.
 PT0730
 PT0730.The orthometric height was determined by differential leveling and
 PT0730.adjusted by the NATIONAL GEODETIC SURVEY
 PT0730.in June 1991.
 PT0730
 PT0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0730.GEOID18 height accuracy estimate available here.
 PT0730
 PT0730.Click photographs - Photos may exist for this station.
 PT0730
 PT0730.The dynamic height is computed by dividing the NAVD 88
 PT0730.geopotential number by the normal gravity value computed on the
 PT0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0730.degrees latitude (g = 980.6199 gals.).
 PT0730
 PT0730.The modeled gravity was interpolated from observed gravity values.
 PT0730
 PT0730;                    North         East    Units  Estimated Accuracy
 PT0730;SPC SD S     -   206,570.      480,540.      MT  (+/- 180 meters Scaled)
 PT0730
 PT0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP740960(NAD 83)
 PT0730
 PT0730                          SUPERSEDED SURVEY CONTROL
 PT0730
 PT0730  NGVD 29 (??/??/92)  789.333  (m)         2589.67   (f) ADJ UNCH    2 0
 PT0730
 PT0730.Superseded values are not recommended for survey control.
 PT0730
 PT0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0730.See file dsdata.pdf to determine how the superseded data were derived.
 PT0730
 PT0730_MARKER: DB = BENCH MARK DISK
 PT0730_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0730_STAMPING: F 383 1962
 PT0730_MARK LOGO: CGS
 PT0730_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0730_ROD/PIPE-DEPTH: 3.4 meters
 PT0730
 PT0730  HISTORY     - Date     Condition        Report By
 PT0730  HISTORY     - 1962     MONUMENTED       CGS
 PT0730
 PT0730                          STATION DESCRIPTION
 PT0730
 PT0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0730'8.5 MI SE FROM HILLAND.
 PT0730'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0730'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0730'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0730'1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 27, T 3 N, R
 PT0730'19 E, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET
 PT0730'WEST OF THE CENTER OF A WIRE GATE, 1 1/2 FEET SOUTH OF A FENCE,
 PT0730'1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PT0730'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PT0730'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE
 PT0730'WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0551 ***********************************************************************
 PU0551  DESIGNATION -  F 384
 PU0551  PID         -  PU0551
 PU0551  STATE/COUNTY-  SD/HAAKON
 PU0551  COUNTRY     -  US
 PU0551  USGS QUAD   -  HORSE TOOTH (2017)
 PU0551
 PU0551                         *CURRENT SURVEY CONTROL
 PU0551  ______________________________________________________________________
 PU0551* NAD 83(1986) POSITION- 44 13 32.     (N) 102 00 27.     (W)   SCALED
 PU0551* NAVD 88 ORTHO HEIGHT -   843.804 (meters)     2768.38  (feet) ADJUSTED
 PU0551  ______________________________________________________________________
 PU0551  GEOID HEIGHT    -        -19.855 (meters)                     GEOID18
 PU0551  DYNAMIC HEIGHT  -        843.561 (meters)     2767.58  (feet) COMP
 PU0551  MODELED GRAVITY -    980,301.8   (mgal)                       NAVD 88
 PU0551
 PU0551  VERT ORDER      -  SECOND    CLASS 0
 PU0551
 PU0551.The horizontal coordinates were scaled from a map and have
 PU0551.an estimated accuracy of +/- 6 seconds.
 PU0551
 PU0551.The orthometric height was determined by differential leveling and
 PU0551.adjusted by the NATIONAL GEODETIC SURVEY
 PU0551.in June 1991.
 PU0551
 PU0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0551.GEOID18 height accuracy estimate available here.
 PU0551
 PU0551.Click photographs - Photos may exist for this station.
 PU0551
 PU0551.The dynamic height is computed by dividing the NAVD 88
 PU0551.geopotential number by the normal gravity value computed on the
 PU0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0551.degrees latitude (g = 980.6199 gals.).
 PU0551
 PU0551.The modeled gravity was interpolated from observed gravity values.
 PU0551
 PU0551;                    North         East    Units  Estimated Accuracy
 PU0551;SPC SD S     -   211,560.      466,250.      MT  (+/- 180 meters Scaled)
 PU0551
 PU0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK390012(NAD 83)
 PU0551
 PU0551                          SUPERSEDED SURVEY CONTROL
 PU0551
 PU0551  NGVD 29 (??/??/92)  843.341  (m)         2766.86   (f) ADJ UNCH    2 0
 PU0551
 PU0551.Superseded values are not recommended for survey control.
 PU0551
 PU0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0551.See file dsdata.pdf to determine how the superseded data were derived.
 PU0551
 PU0551_MARKER: DB = BENCH MARK DISK
 PU0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0551_STAMPING: F 384 1962
 PU0551_MARK LOGO: CGS
 PU0551_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0551+STABILITY: SURFACE MOTION
 PU0551
 PU0551  HISTORY     - Date     Condition        Report By
 PU0551  HISTORY     - 1962     MONUMENTED       CGS
 PU0551
 PU0551                          STATION DESCRIPTION
 PU0551
 PU0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0551'15.5 MI SW FROM HILLAND.
 PU0551'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0551'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PU0551'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PU0551'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PU0551'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PU0551'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0551'0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 PU0551'A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ACROSS COUNTRY ALONG
 PU0551'A LINE OF TELEPHONE POLES, AT THE PENNINGTON-HAAKON COUNTY LINE,
 PU0551'IN SECTION 18, T 3 N, R 18 E, 283 FEET SOUTH OF A TELEPHONE
 PU0551'POLE, 227 FEET SOUTHWEST OF A TELEPHONE POLE, 80 FEET SOUTH OF
 PU0551'THE CENTER OF A WIRE GATE, 2 FEET EAST OF A FENCE, 1.7 FEET
 PU0551'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 PU0551'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0138 ***********************************************************************
 OT0138  DESIGNATION -  F 385
 OT0138  PID         -  OT0138
 OT0138  STATE/COUNTY-  SD/PENNINGTON
 OT0138  COUNTRY     -  US
 OT0138  USGS QUAD   -  WALL (2017)
 OT0138
 OT0138                         *CURRENT SURVEY CONTROL
 OT0138  ______________________________________________________________________
 OT0138* NAD 83(1986) POSITION- 43 52 43.     (N) 102 09 32.     (W)   SCALED
 OT0138* NAVD 88 ORTHO HEIGHT -   810.484 (meters)     2659.06  (feet) ADJUSTED
 OT0138  ______________________________________________________________________
 OT0138  GEOID HEIGHT    -        -19.290 (meters)                     GEOID18
 OT0138  DYNAMIC HEIGHT  -        810.230 (meters)     2658.23  (feet) COMP
 OT0138  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 OT0138
 OT0138  VERT ORDER      -  SECOND    CLASS 0
 OT0138
 OT0138.The horizontal coordinates were scaled from a map and have
 OT0138.an estimated accuracy of +/- 6 seconds.
 OT0138
 OT0138.The orthometric height was determined by differential leveling and
 OT0138.adjusted by the NATIONAL GEODETIC SURVEY
 OT0138.in June 1991.
 OT0138
 OT0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0138.GEOID18 height accuracy estimate available here.
 OT0138
 OT0138.Click photographs - Photos may exist for this station.
 OT0138
 OT0138.The dynamic height is computed by dividing the NAVD 88
 OT0138.geopotential number by the normal gravity value computed on the
 OT0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0138.degrees latitude (g = 980.6199 gals.).
 OT0138
 OT0138.The modeled gravity was interpolated from observed gravity values.
 OT0138
 OT0138;                    North         East    Units  Estimated Accuracy
 OT0138;SPC SD S     -   173,280.      453,310.      MT  (+/- 180 meters Scaled)
 OT0138
 OT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ282623(NAD 83)
 OT0138
 OT0138                          SUPERSEDED SURVEY CONTROL
 OT0138
 OT0138  NGVD 29 (??/??/92)  810.021  (m)         2657.54   (f) ADJ UNCH    2 0
 OT0138
 OT0138.Superseded values are not recommended for survey control.
 OT0138
 OT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0138.See file dsdata.pdf to determine how the superseded data were derived.
 OT0138
 OT0138_MARKER: DB = BENCH MARK DISK
 OT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0138_STAMPING: F 385 1962
 OT0138_MARK LOGO: CGS
 OT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0138+STABILITY: SURFACE MOTION
 OT0138
 OT0138  HISTORY     - Date     Condition        Report By
 OT0138  HISTORY     - 1962     MONUMENTED       CGS
 OT0138
 OT0138                          STATION DESCRIPTION
 OT0138
 OT0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0138'9.4 MI S FROM QUINN.
 OT0138'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0138'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0138'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0138'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0138'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 3.6
 OT0138'MILES SOUTH ALONG A BLADED DIRT ROAD IN SECTION 12, T 2 S,
 OT0138'R 16 E, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 133 FEET
 OT0138'NORTH OF THE EAST END OF A 24-INCH STEEL TUBULAR CULVERT, 1 1/2
 OT0138'FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST,
 OT0138'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OT0138'POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0577 ***********************************************************************
 OS0577  DESIGNATION -  F 386
 OS0577  PID         -  OS0577
 OS0577  STATE/COUNTY-  SD/JACKSON
 OS0577  COUNTRY     -  US
 OS0577  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0577
 OS0577                         *CURRENT SURVEY CONTROL
 OS0577  ______________________________________________________________________
 OS0577* NAD 83(1986) POSITION- 43 59 13.     (N) 101 49 08.     (W)   SCALED
 OS0577* NAVD 88 ORTHO HEIGHT -   713.742 (meters)     2341.67  (feet) ADJUSTED
 OS0577  ______________________________________________________________________
 OS0577  GEOID HEIGHT    -        -20.543 (meters)                     GEOID18
 OS0577  DYNAMIC HEIGHT  -        713.524 (meters)     2340.95  (feet) COMP
 OS0577  MODELED GRAVITY -    980,290.5   (mgal)                       NAVD 88
 OS0577
 OS0577  VERT ORDER      -  SECOND    CLASS 0
 OS0577
 OS0577.The horizontal coordinates were scaled from a map and have
 OS0577.an estimated accuracy of +/- 6 seconds.
 OS0577
 OS0577.The orthometric height was determined by differential leveling and
 OS0577.adjusted by the NATIONAL GEODETIC SURVEY
 OS0577.in June 1991.
 OS0577
 OS0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0577.GEOID18 height accuracy estimate available here.
 OS0577
 OS0577.Click photographs - Photos may exist for this station.
 OS0577
 OS0577.The dynamic height is computed by dividing the NAVD 88
 OS0577.geopotential number by the normal gravity value computed on the
 OS0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0577.degrees latitude (g = 980.6199 gals.).
 OS0577
 OS0577.The modeled gravity was interpolated from observed gravity values.
 OS0577
 OS0577;                    North         East    Units  Estimated Accuracy
 OS0577;SPC SD S     -   184,770.      480,840.      MT  (+/- 180 meters Scaled)
 OS0577
 OS0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP739742(NAD 83)
 OS0577
 OS0577                          SUPERSEDED SURVEY CONTROL
 OS0577
 OS0577  NGVD 29 (??/??/92)  713.287  (m)         2340.18   (f) ADJ UNCH    2 0
 OS0577
 OS0577.Superseded values are not recommended for survey control.
 OS0577
 OS0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0577.See file dsdata.pdf to determine how the superseded data were derived.
 OS0577
 OS0577_MARKER: DB = BENCH MARK DISK
 OS0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0577_STAMPING: F 386 1962
 OS0577_MARK LOGO: CGS
 OS0577_PROJECTION: PROJECTING 122 CENTIMETERS
 OS0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0577+STABILITY: SURFACE MOTION
 OS0577
 OS0577  HISTORY     - Date     Condition        Report By
 OS0577  HISTORY     - 1962     MONUMENTED       CGS
 OS0577
 OS0577                          STATION DESCRIPTION
 OS0577
 OS0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0577'5.1 MI NE FROM COTTONWOOD.
 OS0577'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0577'COTTONWOOD, THENCE 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14
 OS0577'IN SECTION 2, T1S, R19E, 0.1 MILE NORTHEAST OF THE JUNCTION
 OS0577'OF A TRAIL ROAD LEADING NORTH, 95 FEET NORTHWEST OF THE CENTER
 OS0577'LINE OF THE HIGHWAY, 10 1/2 FEET NORTHWEST OF A FENCE, 6 INCHES
 OS0577'SOUTHEAST OF THE CONCRETE CYLINDER, 2 FEET BELOW THE LEVEL
 OS0577'OF THE HIGHWAY, SET IN THE BASE OF A CONCRETE CYLINDER 18 INCHES
 OS0577'IN DIAMETER AND PROJECTING 4 FEET, AND SET IN THE BASE 0.3
 OS0577'FEET BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0527 ***********************************************************************
 OS0527  DESIGNATION -  F 387
 OS0527  PID         -  OS0527
 OS0527  STATE/COUNTY-  SD/JACKSON
 OS0527  COUNTRY     -  US
 OS0527  USGS QUAD   -  WETA (2017)
 OS0527
 OS0527                         *CURRENT SURVEY CONTROL
 OS0527  ______________________________________________________________________
 OS0527* NAD 83(1986) POSITION- 43 50 37.     (N) 101 44 36.     (W)   SCALED
 OS0527* NAVD 88 ORTHO HEIGHT -   758.461 (meters)     2488.38  (feet) ADJUSTED
 OS0527  ______________________________________________________________________
 OS0527  GEOID HEIGHT    -        -20.726 (meters)                     GEOID18
 OS0527  DYNAMIC HEIGHT  -        758.220 (meters)     2487.59  (feet) COMP
 OS0527  MODELED GRAVITY -    980,275.9   (mgal)                       NAVD 88
 OS0527
 OS0527  VERT ORDER      -  SECOND    CLASS 0
 OS0527
 OS0527.The horizontal coordinates were scaled from a map and have
 OS0527.an estimated accuracy of +/- 6 seconds.
 OS0527
 OS0527.The orthometric height was determined by differential leveling and
 OS0527.adjusted by the NATIONAL GEODETIC SURVEY
 OS0527.in June 1991.
 OS0527
 OS0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0527.GEOID18 height accuracy estimate available here.
 OS0527
 OS0527.Click photographs - Photos may exist for this station.
 OS0527
 OS0527.The dynamic height is computed by dividing the NAVD 88
 OS0527.geopotential number by the normal gravity value computed on the
 OS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0527.degrees latitude (g = 980.6199 gals.).
 OS0527
 OS0527.The modeled gravity was interpolated from observed gravity values.
 OS0527
 OS0527;                    North         East    Units  Estimated Accuracy
 OS0527;SPC SD S     -   168,740.      486,630.      MT  (+/- 180 meters Scaled)
 OS0527
 OS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP794581(NAD 83)
 OS0527
 OS0527                          SUPERSEDED SURVEY CONTROL
 OS0527
 OS0527  NGVD 29 (??/??/92)  758.007  (m)         2486.89   (f) ADJ UNCH    2 0
 OS0527
 OS0527.Superseded values are not recommended for survey control.
 OS0527
 OS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0527.See file dsdata.pdf to determine how the superseded data were derived.
 OS0527
 OS0527_MARKER: DB = BENCH MARK DISK
 OS0527_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OS0527+WITH SETTING: PAVEMENT
 OS0527_SP_SET: CONCRETE BASE
 OS0527_STAMPING: F 387 1962
 OS0527_MARK LOGO: CGS
 OS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0527+STABILITY: SURFACE MOTION
 OS0527
 OS0527  HISTORY     - Date     Condition        Report By
 OS0527  HISTORY     - 1962     MONUMENTED       CGS
 OS0527  HISTORY     - 1985     GOOD             NGS
 OS0527
 OS0527                          STATION DESCRIPTION
 OS0527
 OS0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0527'12.8 MI W FROM KADOKA.
 OS0527'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0527'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0527'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0527'40 AND 73, THENCE 4.0 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0527'HIGHWAY 40, THENCE 0.5 MILE NORTH ALONG A GRADED ROAD, THENCE
 OS0527'0.15 MILE WEST ACROSS COUNTRY TO THE CREST OF A HILL, 0.5 FOOT
 OS0527'EAST OF AN 18-INCH CONCRETE CYLINDER, AND SET FLUSH WITH THE
 OS0527'GROUND IN THE BASE OF A CONCRETE CYLINDER 18-INCHES IN DIAMETER
 OS0527'AND PROJECTING 4 FEET.
 OS0527
 OS0527                          STATION RECOVERY (1985)
 OS0527
 OS0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0527'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0527'NEW DESCRIPTION FOLLOWS.  17.5 KM (10.9 MI) WEST ALONG I-90 FROM THE
 OS0527'JUNCTION OF STATE HIGHWAY 73 SOUTH AT KADOKA, THENCE 0.7 KM (0.45 MI)
 OS0527'NORTH ALONG A GRAVEL ROAD, THENCE 0.25 KM (0.15 MI) WEST ACROSS
 OS0527'COUNTRY, IN TOP OF THE EAST EDGE OF THE CONCRETE FOUNDATION FOR AN
 OS0527'18-INCH IN DIAMETER CONCRETE THEODOLITE PEDESTAL PROJECTING 4-FEET
 OS0527'ABOVE THE GROUND, ON THE CREST OF A HILL.
 OS0527'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0176 ***********************************************************************
 OT0176  DESIGNATION -  F 388
 OT0176  PID         -  OT0176
 OT0176  STATE/COUNTY-  SD/PENNINGTON
 OT0176  COUNTRY     -  US
 OT0176  USGS QUAD   -  WALL NE (2017)
 OT0176
 OT0176                         *CURRENT SURVEY CONTROL
 OT0176  ______________________________________________________________________
 OT0176* NAD 83(1986) POSITION- 43 55 33.     (N) 102 03 34.     (W)   SCALED
 OT0176* NAVD 88 ORTHO HEIGHT -   798.262 (meters)     2618.96  (feet) ADJUSTED
 OT0176  ______________________________________________________________________
 OT0176  GEOID HEIGHT    -        -19.621 (meters)                     GEOID18
 OT0176  DYNAMIC HEIGHT  -        798.019 (meters)     2618.17  (feet) COMP
 OT0176  MODELED GRAVITY -    980,287.9   (mgal)                       NAVD 88
 OT0176
 OT0176  VERT ORDER      -  SECOND    CLASS 0
 OT0176
 OT0176.The horizontal coordinates were scaled from a map and have
 OT0176.an estimated accuracy of +/- 6 seconds.
 OT0176
 OT0176.The orthometric height was determined by differential leveling and
 OT0176.adjusted by the NATIONAL GEODETIC SURVEY
 OT0176.in June 1991.
 OT0176
 OT0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0176.GEOID18 height accuracy estimate available here.
 OT0176
 OT0176.Click photographs - Photos may exist for this station.
 OT0176
 OT0176.The dynamic height is computed by dividing the NAVD 88
 OT0176.geopotential number by the normal gravity value computed on the
 OT0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0176.degrees latitude (g = 980.6199 gals.).
 OT0176
 OT0176.The modeled gravity was interpolated from observed gravity values.
 OT0176
 OT0176;                    North         East    Units  Estimated Accuracy
 OT0176;SPC SD S     -   178,360.      461,400.      MT  (+/- 180 meters Scaled)
 OT0176
 OT0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ360678(NAD 83)
 OT0176
 OT0176                          SUPERSEDED SURVEY CONTROL
 OT0176
 OT0176  NGVD 29 (??/??/92)  797.812  (m)         2617.49   (f) ADJ UNCH    2 0
 OT0176
 OT0176.Superseded values are not recommended for survey control.
 OT0176
 OT0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0176.See file dsdata.pdf to determine how the superseded data were derived.
 OT0176
 OT0176_MARKER: DB = BENCH MARK DISK
 OT0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0176_STAMPING: F 388 1962
 OT0176_MARK LOGO: CGS
 OT0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0176+STABILITY: SURFACE MOTION
 OT0176
 OT0176  HISTORY     - Date     Condition        Report By
 OT0176  HISTORY     - 1962     MONUMENTED       CGS
 OT0176
 OT0176                          STATION DESCRIPTION
 OT0176
 OT0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0176'7.2 MI SE FROM QUINN.
 OT0176'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0176'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE
 OT0176'3.55 MILES SOUTH ALONG A GRAVELED ROAD, 0.4 MILE SOUTH OF A JOG
 OT0176'IN ROAD AROUND THE WEST SIDE OF A HILL, 173 FEET NORTHWEST OF
 OT0176'AND ACROSS THE ROAD FROM A POWER POLE, 53 FEET WEST OF THE
 OT0176'CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A METAL WITNESS POST,
 OT0176'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 OT0176'OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0507 ***********************************************************************
 OS0507  DESIGNATION -  F 389
 OS0507  PID         -  OS0507
 OS0507  STATE/COUNTY-  SD/JACKSON
 OS0507  COUNTRY     -  US
 OS0507  USGS QUAD   -  WETA (2017)
 OS0507
 OS0507                         *CURRENT SURVEY CONTROL
 OS0507  ______________________________________________________________________
 OS0507* NAD 83(1986) POSITION- 43 49 21.     (N) 101 41 35.     (W)   SCALED
 OS0507* NAVD 88 ORTHO HEIGHT -   738.778 (meters)     2423.81  (feet) ADJUSTED
 OS0507  ______________________________________________________________________
 OS0507  GEOID HEIGHT    -        -20.904 (meters)                     GEOID18
 OS0507  DYNAMIC HEIGHT  -        738.544 (meters)     2423.04  (feet) COMP
 OS0507  MODELED GRAVITY -    980,278.5   (mgal)                       NAVD 88
 OS0507
 OS0507  VERT ORDER      -  FIRST     CLASS II
 OS0507
 OS0507.The horizontal coordinates were scaled from a map and have
 OS0507.an estimated accuracy of +/- 6 seconds.
 OS0507
 OS0507.The orthometric height was determined by differential leveling and
 OS0507.adjusted by the NATIONAL GEODETIC SURVEY
 OS0507.in June 1991.
 OS0507
 OS0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0507.GEOID18 height accuracy estimate available here.
 OS0507
 OS0507.Click photographs - Photos may exist for this station.
 OS0507
 OS0507.The dynamic height is computed by dividing the NAVD 88
 OS0507.geopotential number by the normal gravity value computed on the
 OS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0507.degrees latitude (g = 980.6199 gals.).
 OS0507
 OS0507.The modeled gravity was interpolated from observed gravity values.
 OS0507
 OS0507;                    North         East    Units  Estimated Accuracy
 OS0507;SPC SD S     -   166,330.      490,630.      MT  (+/- 180 meters Scaled)
 OS0507
 OS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP834556(NAD 83)
 OS0507
 OS0507                          SUPERSEDED SURVEY CONTROL
 OS0507
 OS0507  NGVD 29 (??/??/92)  738.325  (m)         2422.32   (f) ADJ UNCH    1 2
 OS0507
 OS0507.Superseded values are not recommended for survey control.
 OS0507
 OS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0507.See file dsdata.pdf to determine how the superseded data were derived.
 OS0507
 OS0507_MARKER: DB = BENCH MARK DISK
 OS0507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0507_STAMPING: F 389 1962
 OS0507_MARK LOGO: CGS
 OS0507_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0507_ROD/PIPE-DEPTH: 4.1 meters
 OS0507
 OS0507  HISTORY     - Date     Condition        Report By
 OS0507  HISTORY     - 1962     MONUMENTED       CGS
 OS0507  HISTORY     - 1985     GOOD             NGS
 OS0507
 OS0507                          STATION DESCRIPTION
 OS0507
 OS0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0507'11.3 MI WSW FROM KADOKA.
 OS0507'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO
 OS0507'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0507'THENCE 9.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0507'40, THENCE 1.1 MILES SOUTH ALONG A GRAVELED ROAD, ABOUT 0.7
 OS0507'MILE SOUTH-SOUTHEAST OF THE TOP OF CHAMBERLAIN PASS, IN SECTION
 OS0507'35, T 2 S, R 20 E, ABOUT 300 FEET NORTHWEST OF A SLIGHT CURVE
 OS0507'IN THE ROAD, 81 YARDS SOUTHWEST OF THE SOUTHWEST SIDE OF A DIRT
 OS0507'FORMATION WHICH IS ABOUT 10 FEET HIGH, 34 FEET EAST-NORTHEAST
 OS0507'OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET NORTH OF A POWER
 OS0507'POLE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2
 OS0507'FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 OS0507'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 1/2 FEET AND
 OS0507'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
 OS0507
 OS0507                          STATION RECOVERY (1985)
 OS0507
 OS0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0507'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT US
 OS0507'HIGHWAY 16 AND STATE HIGHWAY 40 IS NOW BUSINESS 90 AND THE SOUTH I-90
 OS0507'FRONTAGE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1832 ***********************************************************************
 PU1832  DESIGNATION -  F 390
 PU1832  PID         -  PU1832
 PU1832  STATE/COUNTY-  SD/BUTTE
 PU1832  COUNTRY     -  US
 PU1832  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1832
 PU1832                         *CURRENT SURVEY CONTROL
 PU1832  ______________________________________________________________________
 PU1832* NAD 83(1986) POSITION- 44 56 27.     (N) 103 58 37.     (W)   SCALED
 PU1832* NAVD 88 ORTHO HEIGHT -  1003.749 (meters)     3293.13  (feet) ADJUSTED
 PU1832  ______________________________________________________________________
 PU1832  GEOID HEIGHT    -        -15.575 (meters)                     GEOID18
 PU1832  DYNAMIC HEIGHT  -       1003.484 (meters)     3292.26  (feet) COMP
 PU1832  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PU1832
 PU1832  VERT ORDER      -  SECOND    CLASS 0
 PU1832
 PU1832.The horizontal coordinates were scaled from a map and have
 PU1832.an estimated accuracy of +/- 6 seconds.
 PU1832
 PU1832.The orthometric height was determined by differential leveling and
 PU1832.adjusted by the NATIONAL GEODETIC SURVEY
 PU1832.in June 1991.
 PU1832
 PU1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1832.GEOID18 height accuracy estimate available here.
 PU1832
 PU1832.Click photographs - Photos may exist for this station.
 PU1832
 PU1832.The dynamic height is computed by dividing the NAVD 88
 PU1832.geopotential number by the normal gravity value computed on the
 PU1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1832.degrees latitude (g = 980.6199 gals.).
 PU1832
 PU1832.The modeled gravity was interpolated from observed gravity values.
 PU1832
 PU1832;                    North         East    Units  Estimated Accuracy
 PU1832;SPC SD N     -   130,780.      286,250.      MT  (+/- 180 meters Scaled)
 PU1832
 PU1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK807768(NAD 83)
 PU1832
 PU1832                          SUPERSEDED SURVEY CONTROL
 PU1832
 PU1832  NGVD 29 (??/??/92) 1003.259  (m)         3291.53   (f) ADJ UNCH    2 0
 PU1832
 PU1832.Superseded values are not recommended for survey control.
 PU1832
 PU1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1832.See file dsdata.pdf to determine how the superseded data were derived.
 PU1832
 PU1832_MARKER: DB = BENCH MARK DISK
 PU1832_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU1832+WITH SETTING: INFORMATION.
 PU1832_STAMPING: F 390 1962
 PU1832_MARK LOGO: CGS
 PU1832_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1832_ROD/PIPE-DEPTH: 2.6 meters
 PU1832
 PU1832  HISTORY     - Date     Condition        Report By
 PU1832  HISTORY     - 1962     MONUMENTED       CGS
 PU1832
 PU1832                          STATION DESCRIPTION
 PU1832
 PU1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1832'23 MI NW FROM BELLE FOURCHE.
 PU1832'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1832'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 11.25
 PU1832'MILES NORTHWEST ALONG A GRAVELED ROAD, ON THE CREST OF A HILL, IN
 PU1832'SECTION 3, T 11 N, R 1 E, 76 FEET NORTHEAST OF THE CENTER LINE
 PU1832'OF THE ROAD, 2 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A
 PU1832'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 PU1832'OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 PU1832'8 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8
 PU1832'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0047 ***********************************************************************
 PU0047  DESIGNATION -  F 391
 PU0047  PID         -  PU0047
 PU0047  STATE/COUNTY-  SD/MEADE
 PU0047  COUNTRY     -  US
 PU0047  USGS QUAD   -  OPAL EAST SW (2017)
 PU0047
 PU0047                         *CURRENT SURVEY CONTROL
 PU0047  ______________________________________________________________________
 PU0047* NAD 83(1986) POSITION- 44 49 12.     (N) 102 23 15.     (W)   SCALED
 PU0047* NAVD 88 ORTHO HEIGHT -   768.309 (meters)     2520.69  (feet) ADJUSTED
 PU0047  ______________________________________________________________________
 PU0047  GEOID HEIGHT    -        -18.754 (meters)                     GEOID18
 PU0047  DYNAMIC HEIGHT  -        768.134 (meters)     2520.12  (feet) COMP
 PU0047  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 PU0047
 PU0047  VERT ORDER      -  SECOND    CLASS 0
 PU0047
 PU0047.The horizontal coordinates were scaled from a map and have
 PU0047.an estimated accuracy of +/- 6 seconds.
 PU0047
 PU0047.The orthometric height was determined by differential leveling and
 PU0047.adjusted by the NATIONAL GEODETIC SURVEY
 PU0047.in June 1991.
 PU0047
 PU0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0047.GEOID18 height accuracy estimate available here.
 PU0047
 PU0047.Click photographs - Photos may exist for this station.
 PU0047
 PU0047.The dynamic height is computed by dividing the NAVD 88
 PU0047.geopotential number by the normal gravity value computed on the
 PU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0047.degrees latitude (g = 980.6199 gals.).
 PU0047
 PU0047.The modeled gravity was interpolated from observed gravity values.
 PU0047
 PU0047;                    North         East    Units  Estimated Accuracy
 PU0047;SPC SD N     -   112,430.      411,200.      MT  (+/- 180 meters Scaled)
 PU0047
 PU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK065662(NAD 83)
 PU0047
 PU0047                          SUPERSEDED SURVEY CONTROL
 PU0047
 PU0047  NGVD 29 (??/??/92)  767.846  (m)         2519.17   (f) ADJ UNCH    2 0
 PU0047
 PU0047.Superseded values are not recommended for survey control.
 PU0047
 PU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0047.See file dsdata.pdf to determine how the superseded data were derived.
 PU0047
 PU0047_MARKER: DB = BENCH MARK DISK
 PU0047_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0047+WITH SETTING: INFORMATION.
 PU0047_STAMPING: F 391 1963
 PU0047_MARK LOGO: CGS
 PU0047_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0047_ROD/PIPE-DEPTH: 2.4 meters
 PU0047
 PU0047  HISTORY     - Date     Condition        Report By
 PU0047  HISTORY     - 1963     MONUMENTED       CGS
 PU0047
 PU0047                          STATION DESCRIPTION
 PU0047
 PU0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0047'10 MI SE FROM OPAL.
 PU0047'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0047'OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0047'THENCE 3.15 MILES EAST ALONG A GRAVELED ROAD, ON THE CREST OF A
 PU0047'HILL, IN SECTION 14, T 10 N, R 14 E, 44 FEET SOUTH OF THE CENTER
 PU0047'LINE OF THE ROAD, 285 FEET EAST OF A 36-INCH TUB CULVERT, 1.0 FEET
 PU0047'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF
 PU0047'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PU0047'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0047'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0207 ***********************************************************************
 PU0207  DESIGNATION -  F 392
 PU0207  PID         -  PU0207
 PU0207  STATE/COUNTY-  SD/MEADE
 PU0207  COUNTRY     -  US
 PU0207  USGS QUAD   -  LEMMON CREEK (2017)
 PU0207
 PU0207                         *CURRENT SURVEY CONTROL
 PU0207  ______________________________________________________________________
 PU0207* NAD 83(1986) POSITION- 44 43 07.     (N) 102 05 08.     (W)   SCALED
 PU0207* NAVD 88 ORTHO HEIGHT -   710.242 (meters)     2330.19  (feet) ADJUSTED
 PU0207  ______________________________________________________________________
 PU0207  GEOID HEIGHT    -        -19.684 (meters)                     GEOID18
 PU0207  DYNAMIC HEIGHT  -        710.082 (meters)     2329.66  (feet) COMP
 PU0207  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 PU0207
 PU0207  VERT ORDER      -  SECOND    CLASS 0
 PU0207
 PU0207.The horizontal coordinates were scaled from a map and have
 PU0207.an estimated accuracy of +/- 6 seconds.
 PU0207
 PU0207.The orthometric height was determined by differential leveling and
 PU0207.adjusted by the NATIONAL GEODETIC SURVEY
 PU0207.in June 1991.
 PU0207
 PU0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0207.GEOID18 height accuracy estimate available here.
 PU0207
 PU0207.Click photographs - Photos may exist for this station.
 PU0207
 PU0207.The dynamic height is computed by dividing the NAVD 88
 PU0207.geopotential number by the normal gravity value computed on the
 PU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0207.degrees latitude (g = 980.6199 gals.).
 PU0207
 PU0207.The modeled gravity was interpolated from observed gravity values.
 PU0207
 PU0207;                    North         East    Units  Estimated Accuracy
 PU0207;SPC SD N     -   100,500.      434,780.      MT  (+/- 180 meters Scaled)
 PU0207
 PU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK308558(NAD 83)
 PU0207
 PU0207                          SUPERSEDED SURVEY CONTROL
 PU0207
 PU0207  NGVD 29 (??/??/92)  709.786  (m)         2328.69   (f) ADJ UNCH    2 0
 PU0207
 PU0207.Superseded values are not recommended for survey control.
 PU0207
 PU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0207.See file dsdata.pdf to determine how the superseded data were derived.
 PU0207
 PU0207_MARKER: DB = BENCH MARK DISK
 PU0207_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0207_STAMPING: F 392 1963
 PU0207_MARK LOGO: CGS
 PU0207_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0207_ROD/PIPE-DEPTH: 3.7 meters
 PU0207
 PU0207  HISTORY     - Date     Condition        Report By
 PU0207  HISTORY     - 1963     MONUMENTED       CGS
 PU0207
 PU0207                          STATION DESCRIPTION
 PU0207
 PU0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0207'8.5 MI NW FROM HOWES.
 PU0207'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE
 PU0207'AND POST OFFICE AT HOWES, THENCE 1.5 MILES WEST ALONG A GRAVELED
 PU0207'ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 PU0207'NORTHEAST OF A CORNER FENCE POST, 1 FOOT EAST OF A FENCE, 1.0
 PU0207'FOOT SOUTH OF A METAL WITNESS POST, AND SET ON THE TOP OF A
 PU0207'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12
 PU0207'FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0091 ***********************************************************************
 QT0091  DESIGNATION -  F 393
 QT0091  PID         -  QT0091
 QT0091  STATE/COUNTY-  SD/MEADE
 QT0091  COUNTRY     -  US
 QT0091  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0091
 QT0091                         *CURRENT SURVEY CONTROL
 QT0091  ______________________________________________________________________
 QT0091* NAD 83(1986) POSITION- 45 01 22.     (N) 102 20 08.     (W)   SCALED
 QT0091* NAVD 88 ORTHO HEIGHT -   817.442 (meters)     2681.89  (feet) ADJUSTED
 QT0091  ______________________________________________________________________
 QT0091  GEOID HEIGHT    -        -18.689 (meters)                     GEOID18
 QT0091  DYNAMIC HEIGHT  -        817.274 (meters)     2681.34  (feet) COMP
 QT0091  MODELED GRAVITY -    980,383.7   (mgal)                       NAVD 88
 QT0091
 QT0091  VERT ORDER      -  FIRST     CLASS II
 QT0091
 QT0091.The horizontal coordinates were scaled from a map and have
 QT0091.an estimated accuracy of +/- 6 seconds.
 QT0091
 QT0091.The orthometric height was determined by differential leveling and
 QT0091.adjusted by the NATIONAL GEODETIC SURVEY
 QT0091.in July 1998.
 QT0091
 QT0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0091.GEOID18 height accuracy estimate available here.
 QT0091
 QT0091.Click photographs - Photos may exist for this station.
 QT0091
 QT0091.The dynamic height is computed by dividing the NAVD 88
 QT0091.geopotential number by the normal gravity value computed on the
 QT0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0091.degrees latitude (g = 980.6199 gals.).
 QT0091
 QT0091.The modeled gravity was interpolated from observed gravity values.
 QT0091
 QT0091;                    North         East    Units  Estimated Accuracy
 QT0091;SPC SD N     -   134,830.      415,960.      MT  (+/- 180 meters Scaled)
 QT0091
 QT0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK099889(NAD 83)
 QT0091
 QT0091                          SUPERSEDED SURVEY CONTROL
 QT0091
 QT0091  NAVD 88 (06/15/91)  817.437  (m)         2681.87   (f) SUPERSEDED  1 2
 QT0091  NGVD 29 (??/??/92)  816.972  (m)         2680.35   (f) ADJ UNCH    1 2
 QT0091
 QT0091.Superseded values are not recommended for survey control.
 QT0091
 QT0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0091.See file dsdata.pdf to determine how the superseded data were derived.
 QT0091
 QT0091_MARKER: DB = BENCH MARK DISK
 QT0091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0091_STAMPING: F 393 1963
 QT0091_MARK LOGO: CGS
 QT0091_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0091+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0091
 QT0091  HISTORY     - Date     Condition        Report By
 QT0091  HISTORY     - 1963     MONUMENTED       CGS
 QT0091  HISTORY     - 1981     GOOD             NGS
 QT0091  HISTORY     - 19960425 GOOD             NGS
 QT0091
 QT0091                          STATION DESCRIPTION
 QT0091
 QT0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0091'14.8 MI W FROM FAITH.
 QT0091'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0091'FAITH, THENCE 14.7 MILES WEST ALONG U.S. HIGHWAY 212, 122 FEET
 QT0091'NORTH OF THE CENTER LINE OF THE HIGHWAY, 59 FEET WEST-NORTHWEST OF
 QT0091'A POWER POLE, 24 FEET NORTH OF A ROW OF POWER POLES, 8 FEET WEST
 QT0091'OF A CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT NORTHEAST
 QT0091'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 QT0091'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 QT0091'DRIVEN TO A DEPTH OF 12 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 QT0091'5 INCHES.
 QT0091
 QT0091                          STATION RECOVERY (1981)
 QT0091
 QT0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0091'RECOVERED IN GOOD CONDITION.
 QT0091
 QT0091                          STATION RECOVERY (1996)
 QT0091
 QT0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0091'23.1 M (75.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0091'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 277.0 M (908.8 FT) WEST OF
 QT0091'MILEPOST 100, 37.0 M (121.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.0
 QT0091'M (59.1 FT) NORTHWEST OF A UTILITY POLE, 2.2 M (7.2 FT) WEST OF A
 QT0091'T-FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 QT0091'(1.0 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 QT0091'NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH WITH THE
 QT0091'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0211 ***********************************************************************
 PU0211  DESIGNATION -  F 394
 PU0211  PID         -  PU0211
 PU0211  STATE/COUNTY-  SD/MEADE
 PU0211  COUNTRY     -  US
 PU0211  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0211
 PU0211                         *CURRENT SURVEY CONTROL
 PU0211  ______________________________________________________________________
 PU0211* NAD 83(1986) POSITION- 44 43 07.     (N) 102 09 43.     (W)   SCALED
 PU0211* NAVD 88 ORTHO HEIGHT -   723.357 (meters)     2373.21  (feet) ADJUSTED
 PU0211  ______________________________________________________________________
 PU0211  GEOID HEIGHT    -        -19.469 (meters)                     GEOID18
 PU0211  DYNAMIC HEIGHT  -        723.195 (meters)     2372.68  (feet) COMP
 PU0211  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 PU0211
 PU0211  VERT ORDER      -  SECOND    CLASS 0
 PU0211
 PU0211.The horizontal coordinates were scaled from a map and have
 PU0211.an estimated accuracy of +/- 6 seconds.
 PU0211
 PU0211.The orthometric height was determined by differential leveling and
 PU0211.adjusted by the NATIONAL GEODETIC SURVEY
 PU0211.in June 1991.
 PU0211
 PU0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0211.GEOID18 height accuracy estimate available here.
 PU0211
 PU0211.Click photographs - Photos may exist for this station.
 PU0211
 PU0211.The dynamic height is computed by dividing the NAVD 88
 PU0211.geopotential number by the normal gravity value computed on the
 PU0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0211.degrees latitude (g = 980.6199 gals.).
 PU0211
 PU0211.The modeled gravity was interpolated from observed gravity values.
 PU0211
 PU0211;                    North         East    Units  Estimated Accuracy
 PU0211;SPC SD N     -   100,660.      428,730.      MT  (+/- 180 meters Scaled)
 PU0211
 PU0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK247556(NAD 83)
 PU0211
 PU0211                          SUPERSEDED SURVEY CONTROL
 PU0211
 PU0211  NGVD 29 (??/??/92)  722.901  (m)         2371.72   (f) ADJ UNCH    2 0
 PU0211
 PU0211.Superseded values are not recommended for survey control.
 PU0211
 PU0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0211.See file dsdata.pdf to determine how the superseded data were derived.
 PU0211
 PU0211_MARKER: DB = BENCH MARK DISK
 PU0211_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0211+WITH SETTING: INFORMATION.
 PU0211_STAMPING: F 394 1963
 PU0211_MARK LOGO: CGS
 PU0211_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0211_ROD/PIPE-DEPTH: 2.4 meters
 PU0211
 PU0211  HISTORY     - Date     Condition        Report By
 PU0211  HISTORY     - 1963     MONUMENTED       CGS
 PU0211
 PU0211                          STATION DESCRIPTION
 PU0211
 PU0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0211'12.6 MI NW FROM HOWES.
 PU0211'7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0211'OFFICE AT HOWES, THENCE 5.65 MILES WEST ALONG A GRAVELED ROAD,
 PU0211'45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST
 PU0211'OF A CORNER FENCE POST, 1 FOOT WEST OF A FENCE, 1.0 FOOT SOUTHEAST
 PU0211'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD,
 PU0211'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 PU0211'TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PU0211'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0065 ***********************************************************************
 PU0065  DESIGNATION -  F 395
 PU0065  PID         -  PU0065
 PU0065  STATE/COUNTY-  SD/MEADE
 PU0065  COUNTRY     -  US
 PU0065  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0065
 PU0065                         *CURRENT SURVEY CONTROL
 PU0065  ______________________________________________________________________
 PU0065* NAD 83(1986) POSITION- 44 54 26.     (N) 102 18 33.     (W)   SCALED
 PU0065* NAVD 88 ORTHO HEIGHT -   795.943 (meters)     2611.36  (feet) ADJUSTED
 PU0065  ______________________________________________________________________
 PU0065  GEOID HEIGHT    -        -18.882 (meters)                     GEOID18
 PU0065  DYNAMIC HEIGHT  -        795.773 (meters)     2610.80  (feet) COMP
 PU0065  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 PU0065
 PU0065  VERT ORDER      -  SECOND    CLASS 0
 PU0065
 PU0065.The horizontal coordinates were scaled from a map and have
 PU0065.an estimated accuracy of +/- 6 seconds.
 PU0065
 PU0065.The orthometric height was determined by differential leveling and
 PU0065.adjusted by the NATIONAL GEODETIC SURVEY
 PU0065.in June 1991.
 PU0065
 PU0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0065.GEOID18 height accuracy estimate available here.
 PU0065
 PU0065.Click photographs - Photos may exist for this station.
 PU0065
 PU0065.The dynamic height is computed by dividing the NAVD 88
 PU0065.geopotential number by the normal gravity value computed on the
 PU0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0065.degrees latitude (g = 980.6199 gals.).
 PU0065
 PU0065.The modeled gravity was interpolated from observed gravity values.
 PU0065
 PU0065;                    North         East    Units  Estimated Accuracy
 PU0065;SPC SD N     -   121,930.      417,670.      MT  (+/- 180 meters Scaled)
 PU0065
 PU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK124761(NAD 83)
 PU0065
 PU0065                          SUPERSEDED SURVEY CONTROL
 PU0065
 PU0065  NGVD 29 (??/??/92)  795.483  (m)         2609.85   (f) ADJ UNCH    2 0
 PU0065
 PU0065.Superseded values are not recommended for survey control.
 PU0065
 PU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0065.See file dsdata.pdf to determine how the superseded data were derived.
 PU0065
 PU0065_MARKER: DB = BENCH MARK DISK
 PU0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0065_STAMPING: F 395 1963
 PU0065_MARK LOGO: CGS
 PU0065_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0065+STABILITY: SURFACE MOTION
 PU0065
 PU0065  HISTORY     - Date     Condition        Report By
 PU0065  HISTORY     - 1963     MONUMENTED       CGS
 PU0065
 PU0065                          STATION DESCRIPTION
 PU0065
 PU0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0065'9.8 MI E FROM OPAL.
 PU0065'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0065'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0065'THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, 48 FEET NORTHEAST OF
 PU0065'THE CENTER OF A ROAD INTERSECTION, 40 FEET NORTH OF THE CENTER
 PU0065'LINE OF THE GRAVELED ROAD, 28 FEET EAST OF THE CENTER LINE OF A
 PU0065'TRACK ROAD LEADING NORTH, 1.8 FEET NORTHEAST OF A METAL WITNESS
 PU0065'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF
 PU0065'A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0357 ***********************************************************************
 OT0357  DESIGNATION -  F 396
 OT0357  PID         -  OT0357
 OT0357  STATE/COUNTY-  SD/FALL RIVER
 OT0357  COUNTRY     -  US
 OT0357  USGS QUAD   -  BUFFALO GAP (2017)
 OT0357
 OT0357                         *CURRENT SURVEY CONTROL
 OT0357  ______________________________________________________________________
 OT0357* NAD 83(1986) POSITION- 43 26 20.     (N) 103 22 09.     (W)   SCALED
 OT0357* NAVD 88 ORTHO HEIGHT -  1010.862 (meters)     3316.47  (feet) ADJUSTED
 OT0357  ______________________________________________________________________
 OT0357  GEOID HEIGHT    -        -16.000 (meters)                     GEOID18
 OT0357  DYNAMIC HEIGHT  -       1010.451 (meters)     3315.12  (feet) COMP
 OT0357  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 OT0357
 OT0357  VERT ORDER      -  FIRST     CLASS II
 OT0357
 OT0357.The horizontal coordinates were scaled from a map and have
 OT0357.an estimated accuracy of +/- 6 seconds.
 OT0357
 OT0357.The orthometric height was determined by differential leveling and
 OT0357.adjusted by the NATIONAL GEODETIC SURVEY
 OT0357.in June 1991.
 OT0357
 OT0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0357.GEOID18 height accuracy estimate available here.
 OT0357
 OT0357.Click photographs - Photos may exist for this station.
 OT0357
 OT0357.The dynamic height is computed by dividing the NAVD 88
 OT0357.geopotential number by the normal gravity value computed on the
 OT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0357.degrees latitude (g = 980.6199 gals.).
 OT0357
 OT0357.The modeled gravity was interpolated from observed gravity values.
 OT0357
 OT0357;                    North         East    Units  Estimated Accuracy
 OT0357;SPC SD S     -   127,310.      354,300.      MT  (+/- 180 meters Scaled)
 OT0357
 OT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ319108(NAD 83)
 OT0357
 OT0357                          SUPERSEDED SURVEY CONTROL
 OT0357
 OT0357  NGVD 29 (??/??/92) 1010.382  (m)         3314.89   (f) ADJ UNCH    1 2
 OT0357
 OT0357.Superseded values are not recommended for survey control.
 OT0357
 OT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0357.See file dsdata.pdf to determine how the superseded data were derived.
 OT0357
 OT0357_MARKER: DB = BENCH MARK DISK
 OT0357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0357_SP_SET: HEADWALL
 OT0357_STAMPING: F 396 1963
 OT0357_MARK LOGO: CGS
 OT0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0357+STABILITY: SURFACE MOTION
 OT0357
 OT0357  HISTORY     - Date     Condition        Report By
 OT0357  HISTORY     - 1963     MONUMENTED       CGS
 OT0357  HISTORY     - 1985     GOOD             NGS
 OT0357
 OT0357                          STATION DESCRIPTION
 OT0357
 OT0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0357'5 MI SW FROM BUFFALO GAP.
 OT0357'0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN HILLS
 OT0357'BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 OT0357'THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 3.85 MILES
 OT0357'SOUTH ALONG STATE HIGHWAY 79, IN SECTION 14, T 7 S, R 6 E, SET
 OT0357'IN THE OF THE WEST HEADWALL OF A CONCRETE CULVERT, 40 FEET WEST
 OT0357'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL
 OT0357'OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTH END OF THE WEST
 OT0357'HEADWALL OF A LARGE CONCRETE CULVERT OVER O DELL CREEK.
 OT0357
 OT0357                          STATION RECOVERY (1985)
 OT0357
 OT0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0357'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 OT0357'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0357'SPRINGS, THENCE 4.95 KM (3.1 MI) NORTHEAST ALONG STATE HIGHWAY 79, IN
 OT0357'TOP OF AND 0.3 METER (1 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 OT0357'NORTHWEST HEADWALL FOR A 10- BY 10-FOOT BOX CULVERT, 0.2 KM (0.1 MI)
 OT0357'SOUTHWEST OF MILEPOST 30, 12.2 METERS (40 FT) NORTHWEST OF THE HIGHWAY
 OT0357'CENTERLINE.
 OT0357'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0526 ***********************************************************************
 OT0526  DESIGNATION -  F 397
 OT0526  PID         -  OT0526
 OT0526  STATE/COUNTY-  SD/FALL RIVER
 OT0526  COUNTRY     -  US
 OT0526  USGS QUAD   -  MINNEKAHTA (2017)
 OT0526
 OT0526                         *CURRENT SURVEY CONTROL
 OT0526  ______________________________________________________________________
 OT0526* NAD 83(1986) POSITION- 43 22 55.     (N) 103 42 21.     (W)   SCALED
 OT0526* NAVD 88 ORTHO HEIGHT -  1222.350 (meters)     4010.33  (feet) ADJUSTED
 OT0526  ______________________________________________________________________
 OT0526  GEOID HEIGHT    -        -14.975 (meters)                     GEOID18
 OT0526  DYNAMIC HEIGHT  -       1221.816 (meters)     4008.57  (feet) COMP
 OT0526  MODELED GRAVITY -    980,139.7   (mgal)                       NAVD 88
 OT0526
 OT0526  VERT ORDER      -  FIRST     CLASS II
 OT0526
 OT0526.The horizontal coordinates were scaled from a map and have
 OT0526.an estimated accuracy of +/- 6 seconds.
 OT0526
 OT0526.The orthometric height was determined by differential leveling and
 OT0526.adjusted by the NATIONAL GEODETIC SURVEY
 OT0526.in June 1991.
 OT0526
 OT0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0526.GEOID18 height accuracy estimate available here.
 OT0526
 OT0526.Click photographs - Photos may exist for this station.
 OT0526
 OT0526.The dynamic height is computed by dividing the NAVD 88
 OT0526.geopotential number by the normal gravity value computed on the
 OT0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0526.degrees latitude (g = 980.6199 gals.).
 OT0526
 OT0526.The modeled gravity was interpolated from observed gravity values.
 OT0526
 OT0526;                    North         East    Units  Estimated Accuracy
 OT0526;SPC SD S     -   122,040.      326,810.      MT  (+/- 180 meters Scaled)
 OT0526
 OT0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ048040(NAD 83)
 OT0526
 OT0526                          SUPERSEDED SURVEY CONTROL
 OT0526
 OT0526  NGVD 29 (??/??/92) 1221.777  (m)         4008.45   (f) ADJ UNCH    1 2
 OT0526
 OT0526.Superseded values are not recommended for survey control.
 OT0526
 OT0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0526.See file dsdata.pdf to determine how the superseded data were derived.
 OT0526
 OT0526_MARKER: DB = BENCH MARK DISK
 OT0526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0526_STAMPING: F 397 1963
 OT0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0526
 OT0526  HISTORY     - Date     Condition        Report By
 OT0526  HISTORY     - 1963     MONUMENTED       CGS
 OT0526
 OT0526                          STATION DESCRIPTION
 OT0526
 OT0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0526'3.6 MI S FROM MINNEKAHTA.
 OT0526'ABOUT 3.65 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0526'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION 1,
 OT0526'T 8 S, R 3 E, 10 1/2 POLES NORTH OF MILE POST 12, 8 RAILS SOUTH
 OT0526'OF A STONE CULVERT, 44 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF
 OT0526'A FENCE, 1.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 OT0526'ABOVE THE LEVEL OF THE RAIL, AND ON THE TOP OF A 5/8-INCH COPPER
 OT0526'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCLOSED
 OT0526'IN A 6-INCH TILE PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0305 ***********************************************************************
 OR0305  DESIGNATION -  F 4
 OR0305  PID         -  OR0305
 OR0305  STATE/COUNTY-  SD/GREGORY
 OR0305  COUNTRY     -  US
 OR0305  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0305
 OR0305                         *CURRENT SURVEY CONTROL
 OR0305  ______________________________________________________________________
 OR0305* NAD 83(1986) POSITION- 43 01 27.     (N) 098 48 15.     (W)   SCALED
 OR0305* NAVD 88 ORTHO HEIGHT -   574.556 (meters)     1885.02  (feet) ADJUSTED
 OR0305  ______________________________________________________________________
 OR0305  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 OR0305  DYNAMIC HEIGHT  -        574.344 (meters)     1884.33  (feet) COMP
 OR0305  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 OR0305
 OR0305  VERT ORDER      -  FIRST     CLASS II
 OR0305
 OR0305.The horizontal coordinates were scaled from a map and have
 OR0305.an estimated accuracy of +/- 6 seconds.
 OR0305
 OR0305.The orthometric height was determined by differential leveling and
 OR0305.adjusted by the NATIONAL GEODETIC SURVEY
 OR0305.in June 1991.
 OR0305
 OR0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0305.GEOID18 height accuracy estimate available here.
 OR0305
 OR0305.Click photographs - Photos may exist for this station.
 OR0305
 OR0305.The dynamic height is computed by dividing the NAVD 88
 OR0305.geopotential number by the normal gravity value computed on the
 OR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0305.degrees latitude (g = 980.6199 gals.).
 OR0305
 OR0305.The modeled gravity was interpolated from observed gravity values.
 OR0305
 OR0305;                    North         East    Units  Estimated Accuracy
 OR0305;SPC SD S     -    77,890.      724,630.      MT  (+/- 180 meters Scaled)
 OR0305
 OR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN159635(NAD 83)
 OR0305
 OR0305                          SUPERSEDED SURVEY CONTROL
 OR0305
 OR0305  NGVD 29 (??/??/92)  574.237  (m)         1883.98   (f) ADJ UNCH    1 2
 OR0305
 OR0305.Superseded values are not recommended for survey control.
 OR0305
 OR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0305.See file dsdata.pdf to determine how the superseded data were derived.
 OR0305
 OR0305_MARKER: DD = SURVEY DISK
 OR0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0305_STAMPING: F 4 1883.824
 OR0305_MARK LOGO: USACE
 OR0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0305+STABILITY: SURFACE MOTION
 OR0305
 OR0305  HISTORY     - Date     Condition        Report By
 OR0305  HISTORY     - UNK      MONUMENTED       USACE
 OR0305  HISTORY     - 1946     GOOD             CGS
 OR0305  HISTORY     - 1949     GOOD             CGS
 OR0305  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0305
 OR0305                          STATION DESCRIPTION
 OR0305
 OR0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0305'4.4 MI E FROM FAIRFAX.
 OR0305'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0305'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0305'THENCE EAST 3.9 MILES ALONG STATE HIGHWAY NO. 54 TO SITE OF MARK,
 OR0305'BENCH MARK IS AT THE NORTHEAST CORNER OF A SCHOOLHOUSE YARD,
 OR0305'36.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OR0305'HIGHWAY, 48.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 OR0305'HOUSE, 41.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT
 OR0305'ROAD, 2.5 FEET SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT NORTH OF
 OR0305'A WHITE 2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 4
 OR0305'1883.842 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 OR0305'ABOVE GROUND.
 OR0305
 OR0305                          STATION RECOVERY (1949)
 OR0305
 OR0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0305'RECOVERED IN GOOD CONDITION.
 OR0305
 OR0305                          STATION RECOVERY (2013)
 OR0305
 OR0305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0838 ***********************************************************************
 NM0838  DESIGNATION -  F 4
 NM0838  PID         -  NM0838
 NM0838  STATE/COUNTY-  SD/UNION
 NM0838  COUNTRY     -  US
 NM0838  USGS QUAD   -  ELK POINT NE (2018)
 NM0838
 NM0838                         *CURRENT SURVEY CONTROL
 NM0838  ______________________________________________________________________
 NM0838* NAD 83(1986) POSITION- 42 38 13.     (N) 096 36 22.     (W)   SCALED
 NM0838* NAVD 88 ORTHO HEIGHT -   340.198 (meters)     1116.13  (feet) ADJUSTED
 NM0838  ______________________________________________________________________
 NM0838  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 NM0838  DYNAMIC HEIGHT  -        340.096 (meters)     1115.80  (feet) COMP
 NM0838  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 NM0838
 NM0838  VERT ORDER      -  FIRST     CLASS II
 NM0838
 NM0838.The horizontal coordinates were scaled from a map and have
 NM0838.an estimated accuracy of +/- 6 seconds.
 NM0838
 NM0838.The orthometric height was determined by differential leveling and
 NM0838.adjusted by the NATIONAL GEODETIC SURVEY
 NM0838.in June 1991.
 NM0838
 NM0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0838.GEOID18 height accuracy estimate available here.
 NM0838
 NM0838.Click photographs - Photos may exist for this station.
 NM0838
 NM0838.The dynamic height is computed by dividing the NAVD 88
 NM0838.geopotential number by the normal gravity value computed on the
 NM0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0838.degrees latitude (g = 980.6199 gals.).
 NM0838
 NM0838.The modeled gravity was interpolated from observed gravity values.
 NM0838
 NM0838;                    North         East    Units  Estimated Accuracy
 NM0838;SPC SD S     -    40,590.      905,620.      MT  (+/- 180 meters Scaled)
 NM0838
 NM0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN962232(NAD 83)
 NM0838
 NM0838                          SUPERSEDED SURVEY CONTROL
 NM0838
 NM0838  NGVD 29 (??/??/92)  340.024  (m)         1115.56   (f) ADJ UNCH    1 2
 NM0838
 NM0838.Superseded values are not recommended for survey control.
 NM0838
 NM0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0838.See file dsdata.pdf to determine how the superseded data were derived.
 NM0838
 NM0838_MARKER: P = PIPE CAP
 NM0838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0838_STAMPING: F 4 1905 ELEV 1115.506 FT
 NM0838_MARK LOGO: CGS
 NM0838_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0838+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM0838
 NM0838  HISTORY     - Date     Condition        Report By
 NM0838  HISTORY     - 1905     MONUMENTED       CGS
 NM0838  HISTORY     - 1948     GOOD             CGS
 NM0838  HISTORY     - 1965     MARK NOT FOUND   CGS
 NM0838  HISTORY     - 20120403 GOOD             INDIV
 NM0838
 NM0838                          STATION DESCRIPTION
 NM0838
 NM0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0838'3.5 MI NW FROM JEFFERSON.
 NM0838'3.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0838'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, AT A PUBLIC
 NM0838'ROAD CROSSING, 33.5 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 NM0838'RAIL OF THE TRACK, 32.0 FEET WEST OF THE CENTER LINE OF THE
 NM0838'ROAD, 54.0 FEET SOUTHEAST OF THE SECOND POLE SOUTHEAST OF
 NM0838'MILEPOST 106, 3.2 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE ALONG
 NM0838'THE ROAD, 3.7 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 NM0838'RIGHT-OF-WAY FENCE OF THE TRACK, 1.2 FEET NORTHWEST OF A
 NM0838'REFERENCE POST, A BENCH MARK CAP RIVETED ON TOP OF A 3 1/2-INCH
 NM0838'IRON PIPE AND LEVEL WITH THE GROUND.  NOTE-- THE CAP WAS STAMPED
 NM0838'F 4 1905 BY THIS PARTY IN 1948.
 NM0838
 NM0838                          STATION RECOVERY (1965)
 NM0838
 NM0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0838'MARK NOT FOUND.
 NM0838
 NM0838                          STATION RECOVERY (2012)
 NM0838
 NM0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0306 ***********************************************************************
 OR0306  DESIGNATION -  F 4 A
 OR0306  PID         -  OR0306
 OR0306  STATE/COUNTY-  SD/GREGORY
 OR0306  COUNTRY     -  US
 OR0306  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0306
 OR0306                         *CURRENT SURVEY CONTROL
 OR0306  ______________________________________________________________________
 OR0306* NAD 83(1986) POSITION- 43 01 27.     (N) 098 48 14.     (W)   SCALED
 OR0306* NAVD 88 ORTHO HEIGHT -   573.925 (meters)     1882.95  (feet) ADJUSTED
 OR0306  ______________________________________________________________________
 OR0306  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 OR0306  DYNAMIC HEIGHT  -        573.713 (meters)     1882.26  (feet) COMP
 OR0306  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 OR0306
 OR0306  VERT ORDER      -  FIRST     CLASS II
 OR0306
 OR0306.The horizontal coordinates were scaled from a map and have
 OR0306.an estimated accuracy of +/- 6 seconds.
 OR0306
 OR0306.The orthometric height was determined by differential leveling and
 OR0306.adjusted by the NATIONAL GEODETIC SURVEY
 OR0306.in June 1991.
 OR0306
 OR0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0306.GEOID18 height accuracy estimate available here.
 OR0306
 OR0306.Click photographs - Photos may exist for this station.
 OR0306
 OR0306.The dynamic height is computed by dividing the NAVD 88
 OR0306.geopotential number by the normal gravity value computed on the
 OR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0306.degrees latitude (g = 980.6199 gals.).
 OR0306
 OR0306.The modeled gravity was interpolated from observed gravity values.
 OR0306
 OR0306;                    North         East    Units  Estimated Accuracy
 OR0306;SPC SD S     -    77,890.      724,650.      MT  (+/- 180 meters Scaled)
 OR0306
 OR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN159635(NAD 83)
 OR0306
 OR0306                          SUPERSEDED SURVEY CONTROL
 OR0306
 OR0306  NGVD 29 (??/??/92)  573.606  (m)         1881.91   (f) ADJ UNCH    1 2
 OR0306
 OR0306.Superseded values are not recommended for survey control.
 OR0306
 OR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0306.See file dsdata.pdf to determine how the superseded data were derived.
 OR0306
 OR0306_MARKER: DD = SURVEY DISK
 OR0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0306_STAMPING: F4 A
 OR0306_MARK LOGO: USACE
 OR0306_PROJECTION: FLUSH
 OR0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0306+STABILITY: SURFACE MOTION
 OR0306
 OR0306  HISTORY     - Date     Condition        Report By
 OR0306  HISTORY     - UNK      MONUMENTED       USACE
 OR0306  HISTORY     - 1949     GOOD             CGS
 OR0306  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0306
 OR0306                          STATION DESCRIPTION
 OR0306
 OR0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0306'4 MI E FROM FAIRFAX.
 OR0306'4.0 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF
 OR0306'STATE HIGHWAY 54 AND U.S. HIGHWAY 281 AT FAIRFAX, AT A ROAD
 OR0306'INTERSECTION, 218 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0306'116.6 FEET SOUTH OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 40
 OR0306'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2.0 FEET
 OR0306'NORTH OF A REFERENCE POST, 1.7 FEET WEST OF A NORTH-SOUTH FENCE,
 OR0306'1.6 FEET SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A
 OR0306'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OR0306
 OR0306                          STATION RECOVERY (2013)
 OR0306
 OR0306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0306'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0194 ***********************************************************************
 QT0194  DESIGNATION -  F 4 B 1
 QT0194  PID         -  QT0194
 QT0194  STATE/COUNTY-  SD/MEADE
 QT0194  COUNTRY     -  US
 QT0194  USGS QUAD   -  MAURINE (2017)
 QT0194
 QT0194                         *CURRENT SURVEY CONTROL
 QT0194  ______________________________________________________________________
 QT0194* NAD 83(1986) POSITION- 45 01 22.     (N) 102 34 38.     (W)   SCALED
 QT0194* NAVD 88 ORTHO HEIGHT -   883.420 (meters)     2898.35  (feet) ADJUSTED
 QT0194  ______________________________________________________________________
 QT0194  GEOID HEIGHT    -        -18.062 (meters)                     GEOID18
 QT0194  DYNAMIC HEIGHT  -        883.233 (meters)     2897.74  (feet) COMP
 QT0194  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 QT0194
 QT0194  VERT ORDER      -  SECOND    CLASS 0
 QT0194
 QT0194.The horizontal coordinates were scaled from a map and have
 QT0194.an estimated accuracy of +/- 6 seconds.
 QT0194
 QT0194.The orthometric height was determined by differential leveling and
 QT0194.adjusted by the NATIONAL GEODETIC SURVEY
 QT0194.in June 1991.
 QT0194
 QT0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0194.GEOID18 height accuracy estimate available here.
 QT0194
 QT0194.Click photographs - Photos may exist for this station.
 QT0194
 QT0194.The dynamic height is computed by dividing the NAVD 88
 QT0194.geopotential number by the normal gravity value computed on the
 QT0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0194.degrees latitude (g = 980.6199 gals.).
 QT0194
 QT0194.The modeled gravity was interpolated from observed gravity values.
 QT0194
 QT0194;                    North         East    Units  Estimated Accuracy
 QT0194;SPC SD N     -   135,410.      396,920.      MT  (+/- 180 meters Scaled)
 QT0194
 QT0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK908883(NAD 83)
 QT0194
 QT0194                          SUPERSEDED SURVEY CONTROL
 QT0194
 QT0194  NGVD 29 (??/??/92)  882.96   (m)         2896.8    (f) COMPUTED    2 0
 QT0194
 QT0194.Superseded values are not recommended for survey control.
 QT0194
 QT0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0194.See file dsdata.pdf to determine how the superseded data were derived.
 QT0194
 QT0194_MARKER: DZ = AZIMUTH MARK DISK
 QT0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0194+STABILITY: SURFACE MOTION
 QT0194
 QT0194  HISTORY     - Date     Condition        Report By
 QT0194  HISTORY     - UNK      MONUMENTED       DOD
 QT0194  HISTORY     - 1963     GOOD             CGS
 QT0194  HISTORY     - 19960425 MARK NOT FOUND   NGS
 QT0194
 QT0194                          STATION DESCRIPTION
 QT0194
 QT0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0194'0.8 MI E FROM MAURINE.
 QT0194'ABOUT 0.85 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0194'MAURINE, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, IN SECTION
 QT0194'6, T 12 N, R 12 E, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 QT0194'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 QT0194'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 QT0194
 QT0194                          STATION RECOVERY (1996)
 QT0194
 QT0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0194'THE DATUM POINT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0812 ***********************************************************************
 PU0812  DESIGNATION -  F 401
 PU0812  PID         -  PU0812
 PU0812  STATE/COUNTY-  SD/MEADE
 PU0812  COUNTRY     -  US
 PU0812  USGS QUAD   -  STONEVILLE (2017)
 PU0812
 PU0812                         *CURRENT SURVEY CONTROL
 PU0812  ______________________________________________________________________
 PU0812* NAD 83(1986) POSITION- 44 43 08.     (N) 102 39 16.     (W)   SCALED
 PU0812* NAVD 88 ORTHO HEIGHT -   885.414 (meters)     2904.90  (feet) ADJUSTED
 PU0812  ______________________________________________________________________
 PU0812  GEOID HEIGHT    -        -18.046 (meters)                     GEOID18
 PU0812  DYNAMIC HEIGHT  -        885.194 (meters)     2904.17  (feet) COMP
 PU0812  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 PU0812
 PU0812  VERT ORDER      -  SECOND    CLASS 0
 PU0812
 PU0812.The horizontal coordinates were scaled from a map and have
 PU0812.an estimated accuracy of +/- 6 seconds.
 PU0812
 PU0812.The orthometric height was determined by differential leveling and
 PU0812.adjusted by the NATIONAL GEODETIC SURVEY
 PU0812.in June 1991.
 PU0812
 PU0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0812.GEOID18 height accuracy estimate available here.
 PU0812
 PU0812.Click photographs - Photos may exist for this station.
 PU0812
 PU0812.The dynamic height is computed by dividing the NAVD 88
 PU0812.geopotential number by the normal gravity value computed on the
 PU0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0812.degrees latitude (g = 980.6199 gals.).
 PU0812
 PU0812.The modeled gravity was interpolated from observed gravity values.
 PU0812
 PU0812;                    North         East    Units  Estimated Accuracy
 PU0812;SPC SD N     -   101,850.      389,730.      MT  (+/- 180 meters Scaled)
 PU0812
 PU0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK857543(NAD 83)
 PU0812
 PU0812                          SUPERSEDED SURVEY CONTROL
 PU0812
 PU0812  NGVD 29 (??/??/92)  884.941  (m)         2903.34   (f) ADJ UNCH    2 0
 PU0812
 PU0812.Superseded values are not recommended for survey control.
 PU0812
 PU0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0812.See file dsdata.pdf to determine how the superseded data were derived.
 PU0812
 PU0812_MARKER: DB = BENCH MARK DISK
 PU0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0812_STAMPING: F 401 1962
 PU0812_MARK LOGO: CGS
 PU0812_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0812+STABILITY: SURFACE MOTION
 PU0812
 PU0812  HISTORY     - Date     Condition        Report By
 PU0812  HISTORY     - 1962     MONUMENTED       CGS
 PU0812  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0812
 PU0812                          STATION DESCRIPTION
 PU0812
 PU0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0812'1 MI S FROM STONEVILLE.
 PU0812'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0812'STONEVILLE, 34 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 PU0812'GRAVELED ROAD EAST, 34 FEET WEST OF THE CENTER LINE OF THE
 PU0812'ROAD, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 2.5 FEET EAST OF A
 PU0812'FENCE, 15 FEET SOUTH OF THE CENTER OF A GATE, 3.0 FEET SOUTH
 PU0812'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0812'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PU0812
 PU0812                          STATION RECOVERY (1981)
 PU0812
 PU0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0812'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0180 ***********************************************************************
 QT0180  DESIGNATION -  F 402
 QT0180  PID         -  QT0180
 QT0180  STATE/COUNTY-  SD/MEADE
 QT0180  COUNTRY     -  US
 QT0180  USGS QUAD   -  CEDAR CANYON (2017)
 QT0180
 QT0180                         *CURRENT SURVEY CONTROL
 QT0180  ______________________________________________________________________
 QT0180* NAD 83(1986) POSITION- 45 01 22.     (N) 102 40 20.     (W)   SCALED
 QT0180* NAVD 88 ORTHO HEIGHT -   909.293 (meters)     2983.24  (feet) ADJUSTED
 QT0180  ______________________________________________________________________
 QT0180  GEOID HEIGHT    -        -17.842 (meters)                     GEOID18
 QT0180  DYNAMIC HEIGHT  -        909.089 (meters)     2982.57  (feet) COMP
 QT0180  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 QT0180
 QT0180  VERT ORDER      -  FIRST     CLASS II
 QT0180
 QT0180.The horizontal coordinates were scaled from a map and have
 QT0180.an estimated accuracy of +/- 6 seconds.
 QT0180
 QT0180.The orthometric height was determined by differential leveling and
 QT0180.adjusted by the NATIONAL GEODETIC SURVEY
 QT0180.in July 1998.
 QT0180
 QT0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0180.GEOID18 height accuracy estimate available here.
 QT0180
 QT0180.Click photographs - Photos may exist for this station.
 QT0180
 QT0180.The dynamic height is computed by dividing the NAVD 88
 QT0180.geopotential number by the normal gravity value computed on the
 QT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0180.degrees latitude (g = 980.6199 gals.).
 QT0180
 QT0180.The modeled gravity was interpolated from observed gravity values.
 QT0180
 QT0180;                    North         East    Units  Estimated Accuracy
 QT0180;SPC SD N     -   135,650.      389,440.      MT  (+/- 180 meters Scaled)
 QT0180
 QT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK833881(NAD 83)
 QT0180
 QT0180                          SUPERSEDED SURVEY CONTROL
 QT0180
 QT0180  NAVD 88 (06/15/91)  909.305  (m)         2983.28   (f) SUPERSEDED  1 2
 QT0180  NGVD 29 (??/??/92)  908.828  (m)         2981.71   (f) ADJ UNCH    1 2
 QT0180
 QT0180.Superseded values are not recommended for survey control.
 QT0180
 QT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0180.See file dsdata.pdf to determine how the superseded data were derived.
 QT0180
 QT0180_MARKER: DB = BENCH MARK DISK
 QT0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0180_STAMPING: F 402 1962
 QT0180_MARK LOGO: CGS
 QT0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0180+STABILITY: SURFACE MOTION
 QT0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0180+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0180
 QT0180  HISTORY     - Date     Condition        Report By
 QT0180  HISTORY     - 1962     MONUMENTED       CGS
 QT0180  HISTORY     - 1966     GOOD             CGS
 QT0180  HISTORY     - 19960425 GOOD             NGS
 QT0180
 QT0180                          STATION DESCRIPTION
 QT0180
 QT0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0180'4 MI W FROM MAURINE.
 QT0180'3.95 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0180'0.05 MILE WEST OF THE JUNCTION OF A ROAD, 50 FEET NORTH OF THE
 QT0180'CENTER LINE OF THE HIGHWAY, 28.6 FEET SOUTH-SOUTHEAST OF A POWER
 QT0180'POLE, 2.0 FEET SOUTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST,
 QT0180'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 QT0180'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QT0180
 QT0180                          STATION RECOVERY (1966)
 QT0180
 QT0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0180'RECOVERED IN GOOD CONDITION.
 QT0180
 QT0180                          STATION RECOVERY (1996)
 QT0180
 QT0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0180'16.6 KM (10.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0180'OFFICE IN MUD BUTTE, 484.0 M (1587.9 FT) EAST OF MILEPOST 83, 82.3 M
 QT0180'(270.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 30.0 M
 QT0180'(98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) SOUTHEAST
 QT0180'OF A UTILITY POLE, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.8 M (2.6 FT)
 QT0180'EAST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 QT0180'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0783 ***********************************************************************
 PU0783  DESIGNATION -  F 403
 PU0783  PID         -  PU0783
 PU0783  STATE/COUNTY-  SD/MEADE
 PU0783  COUNTRY     -  US
 PU0783  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0783
 PU0783                         *CURRENT SURVEY CONTROL
 PU0783  ______________________________________________________________________
 PU0783* NAD 83(1986) POSITION- 44 57 54.     (N) 102 39 16.     (W)   SCALED
 PU0783* NAVD 88 ORTHO HEIGHT -   851.941 (meters)     2795.08  (feet) ADJUSTED
 PU0783  ______________________________________________________________________
 PU0783  GEOID HEIGHT    -        -17.911 (meters)                     GEOID18
 PU0783  DYNAMIC HEIGHT  -        851.754 (meters)     2794.46  (feet) COMP
 PU0783  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 PU0783
 PU0783  VERT ORDER      -  SECOND    CLASS 0
 PU0783
 PU0783.The horizontal coordinates were scaled from a map and have
 PU0783.an estimated accuracy of +/- 6 seconds.
 PU0783
 PU0783.The orthometric height was determined by differential leveling and
 PU0783.adjusted by the NATIONAL GEODETIC SURVEY
 PU0783.in June 1991.
 PU0783
 PU0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0783.GEOID18 height accuracy estimate available here.
 PU0783
 PU0783.Click photographs - Photos may exist for this station.
 PU0783
 PU0783.The dynamic height is computed by dividing the NAVD 88
 PU0783.geopotential number by the normal gravity value computed on the
 PU0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0783.degrees latitude (g = 980.6199 gals.).
 PU0783
 PU0783.The modeled gravity was interpolated from observed gravity values.
 PU0783
 PU0783;                    North         East    Units  Estimated Accuracy
 PU0783;SPC SD N     -   129,190.      390,630.      MT  (+/- 180 meters Scaled)
 PU0783
 PU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849817(NAD 83)
 PU0783
 PU0783                          SUPERSEDED SURVEY CONTROL
 PU0783
 PU0783  NGVD 29 (??/??/92)  851.470  (m)         2793.53   (f) ADJ UNCH    2 0
 PU0783
 PU0783.Superseded values are not recommended for survey control.
 PU0783
 PU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0783.See file dsdata.pdf to determine how the superseded data were derived.
 PU0783
 PU0783_MARKER: DB = BENCH MARK DISK
 PU0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0783_STAMPING: F 403 1962
 PU0783_MARK LOGO: CGS
 PU0783_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0783+STABILITY: SURFACE MOTION
 PU0783
 PU0783  HISTORY     - Date     Condition        Report By
 PU0783  HISTORY     - 1962     MONUMENTED       CGS
 PU0783
 PU0783                          STATION DESCRIPTION
 PU0783
 PU0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0783'7.2 MI SW FROM MAURINE.
 PU0783'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0783'THENCE 4.15 MILES SOUTH ALONG A GRAVELED ROAD, 77 FEET NORTHEAST
 PU0783'OF THE CENTER OF THE JUNCTION OF A DIRT ROAD, 59 FEET EAST OF
 PU0783'THE CENTER LINE OF THE ROAD, 78 FEET NORTH OF THE CENTER LINE OF
 PU0783'THE DIRT ROAD, 2.0 FEET WEST OF A FENCE, 2.1 FEET NORTH OF A
 PU0783'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 PU0783'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0733 ***********************************************************************
 PU0733  DESIGNATION -  F 404
 PU0733  PID         -  PU0733
 PU0733  STATE/COUNTY-  SD/MEADE
 PU0733  COUNTRY     -  US
 PU0733  USGS QUAD   -  CAMP CREEK (2017)
 PU0733
 PU0733                         *CURRENT SURVEY CONTROL
 PU0733  ______________________________________________________________________
 PU0733* NAD 83(1986) POSITION- 44 56 36.     (N) 102 52 39.     (W)   SCALED
 PU0733* NAVD 88 ORTHO HEIGHT -   837.025 (meters)     2746.14  (feet) ADJUSTED
 PU0733  ______________________________________________________________________
 PU0733  GEOID HEIGHT    -        -17.443 (meters)                     GEOID18
 PU0733  DYNAMIC HEIGHT  -        836.847 (meters)     2745.56  (feet) COMP
 PU0733  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 PU0733
 PU0733  VERT ORDER      -  SECOND    CLASS 0
 PU0733
 PU0733.The horizontal coordinates were scaled from a map and have
 PU0733.an estimated accuracy of +/- 6 seconds.
 PU0733
 PU0733.The orthometric height was determined by differential leveling and
 PU0733.adjusted by the NATIONAL GEODETIC SURVEY
 PU0733.in June 1991.
 PU0733
 PU0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0733.GEOID18 height accuracy estimate available here.
 PU0733
 PU0733.Click photographs - Photos may exist for this station.
 PU0733
 PU0733.The dynamic height is computed by dividing the NAVD 88
 PU0733.geopotential number by the normal gravity value computed on the
 PU0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0733.degrees latitude (g = 980.6199 gals.).
 PU0733
 PU0733.The modeled gravity was interpolated from observed gravity values.
 PU0733
 PU0733;                    North         East    Units  Estimated Accuracy
 PU0733;SPC SD N     -   127,380.      372,960.      MT  (+/- 180 meters Scaled)
 PU0733
 PU0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK674788(NAD 83)
 PU0733
 PU0733                          SUPERSEDED SURVEY CONTROL
 PU0733
 PU0733  NGVD 29 (??/??/92)  836.555  (m)         2744.60   (f) ADJ UNCH    2 0
 PU0733
 PU0733.Superseded values are not recommended for survey control.
 PU0733
 PU0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0733.See file dsdata.pdf to determine how the superseded data were derived.
 PU0733
 PU0733_MARKER: DB = BENCH MARK DISK
 PU0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0733_STAMPING: F 404 1962
 PU0733_MARK LOGO: CGS
 PU0733_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0733+STABILITY: SURFACE MOTION
 PU0733
 PU0733  HISTORY     - Date     Condition        Report By
 PU0733  HISTORY     - 1962     MONUMENTED       CGS
 PU0733
 PU0733                          STATION DESCRIPTION
 PU0733
 PU0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0733'4.6 MI S FROM MUD BUTTE.
 PU0733'4.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0733'MUD BUTTE, AT THE SUMMIT OF A HILL, NEAR THE SOUTH END OF A
 PU0733'CURVE, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 34 FEET
 PU0733'EAST-NORTHEAST OF A POWER POLE, 14 FEET SOUTH OF THE CENTER OF
 PU0733'A GATE, 1.3 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS
 PU0733'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0733'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0793 ***********************************************************************
 PU0793  DESIGNATION -  F 405
 PU0793  PID         -  PU0793
 PU0793  STATE/COUNTY-  SD/MEADE
 PU0793  COUNTRY     -  US
 PU0793  USGS QUAD   -  BIG DRAW (2017)
 PU0793
 PU0793                         *CURRENT SURVEY CONTROL
 PU0793  ______________________________________________________________________
 PU0793* NAD 83(1986) POSITION- 44 52 11.     (N) 102 39 17.     (W)   SCALED
 PU0793* NAVD 88 ORTHO HEIGHT -   793.409 (meters)     2603.04  (feet) ADJUSTED
 PU0793  ______________________________________________________________________
 PU0793  GEOID HEIGHT    -        -17.976 (meters)                     GEOID18
 PU0793  DYNAMIC HEIGHT  -        793.240 (meters)     2602.49  (feet) COMP
 PU0793  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 PU0793
 PU0793  VERT ORDER      -  SECOND    CLASS 0
 PU0793
 PU0793.The horizontal coordinates were scaled from a map and have
 PU0793.an estimated accuracy of +/- 6 seconds.
 PU0793
 PU0793.The orthometric height was determined by differential leveling and
 PU0793.adjusted by the NATIONAL GEODETIC SURVEY
 PU0793.in June 1991.
 PU0793
 PU0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0793.GEOID18 height accuracy estimate available here.
 PU0793
 PU0793.Click photographs - Photos may exist for this station.
 PU0793
 PU0793.The dynamic height is computed by dividing the NAVD 88
 PU0793.geopotential number by the normal gravity value computed on the
 PU0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0793.degrees latitude (g = 980.6199 gals.).
 PU0793
 PU0793.The modeled gravity was interpolated from observed gravity values.
 PU0793
 PU0793;                    North         East    Units  Estimated Accuracy
 PU0793;SPC SD N     -   118,610.      390,260.      MT  (+/- 180 meters Scaled)
 PU0793
 PU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK852711(NAD 83)
 PU0793
 PU0793                          SUPERSEDED SURVEY CONTROL
 PU0793
 PU0793  NGVD 29 (??/??/92)  792.950  (m)         2601.54   (f) ADJ UNCH    2 0
 PU0793
 PU0793.Superseded values are not recommended for survey control.
 PU0793
 PU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0793.See file dsdata.pdf to determine how the superseded data were derived.
 PU0793
 PU0793_MARKER: DB = BENCH MARK DISK
 PU0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0793_STAMPING: F 405 1962
 PU0793_MARK LOGO: CGS
 PU0793_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0793+STABILITY: SURFACE MOTION
 PU0793
 PU0793  HISTORY     - Date     Condition        Report By
 PU0793  HISTORY     - 1962     MONUMENTED       CGS
 PU0793
 PU0793                          STATION DESCRIPTION
 PU0793
 PU0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0793'10.4 MI N FROM STONEVILLE.
 PU0793'10.35 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0793'STONEVILLE, 0.05 MILE NORTH OF THE T JUNCTION OF A POWER LINE,
 PU0793'60 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT
 PU0793'ROAD EAST, 49 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET
 PU0793'SOUTH OF THE CENTER OF A WIRE GATE, 4 1/2 FEET NORTH OF A POWER
 PU0793'POLE AND IN LINE WITH THE POLES, 2.0 FEET WEST OF A FENCE, 3.1
 PU0793'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 PU0793'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU0793'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1714 ***********************************************************************
 PU1714  DESIGNATION -  F 406
 PU1714  PID         -  PU1714
 PU1714  STATE/COUNTY-  SD/LAWRENCE
 PU1714  COUNTRY     -  US
 PU1714  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1714
 PU1714                         *CURRENT SURVEY CONTROL
 PU1714  ______________________________________________________________________
 PU1714* NAD 83(1986) POSITION- 44 27 15.     (N) 103 37 45.     (W)   SCALED
 PU1714* NAVD 88 ORTHO HEIGHT -  1126.489 (meters)     3695.82  (feet) ADJUSTED
 PU1714  ______________________________________________________________________
 PU1714  GEOID HEIGHT    -        -14.968 (meters)                     GEOID18
 PU1714  DYNAMIC HEIGHT  -       1126.118 (meters)     3694.61  (feet) COMP
 PU1714  MODELED GRAVITY -    980,249.2   (mgal)                       NAVD 88
 PU1714
 PU1714  VERT ORDER      -  SECOND    CLASS 0
 PU1714
 PU1714.The horizontal coordinates were scaled from a map and have
 PU1714.an estimated accuracy of +/- 6 seconds.
 PU1714
 PU1714.The orthometric height was determined by differential leveling and
 PU1714.adjusted by the NATIONAL GEODETIC SURVEY
 PU1714.in June 1991.
 PU1714
 PU1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1714.GEOID18 height accuracy estimate available here.
 PU1714
 PU1714.Click photographs - Photos may exist for this station.
 PU1714
 PU1714.The dynamic height is computed by dividing the NAVD 88
 PU1714.geopotential number by the normal gravity value computed on the
 PU1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1714.degrees latitude (g = 980.6199 gals.).
 PU1714
 PU1714.The modeled gravity was interpolated from observed gravity values.
 PU1714
 PU1714;                    North         East    Units  Estimated Accuracy
 PU1714;SPC SD N     -    75,460.      311,250.      MT  (+/- 180 meters Scaled)
 PU1714
 PU1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK090232(NAD 83)
 PU1714
 PU1714                          SUPERSEDED SURVEY CONTROL
 PU1714
 PU1714  NGVD 29 (??/??/92) 1125.957  (m)         3694.08   (f) ADJ UNCH    2 0
 PU1714
 PU1714.Superseded values are not recommended for survey control.
 PU1714
 PU1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1714.See file dsdata.pdf to determine how the superseded data were derived.
 PU1714
 PU1714_MARKER: DB = BENCH MARK DISK
 PU1714_SETTING: 66 = SET IN ROCK OUTCROP
 PU1714_STAMPING: F 406 1962
 PU1714_MARK LOGO: CGS
 PU1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1714+STABILITY: POSITION/ELEVATION WELL
 PU1714
 PU1714  HISTORY     - Date     Condition        Report By
 PU1714  HISTORY     - 1962     MONUMENTED       CGS
 PU1714
 PU1714                          STATION DESCRIPTION
 PU1714
 PU1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1714'0.8 MI SE FROM WHITEWOOD.
 PU1714'0.8 MILE SOUTHEAST ALONG A COUNTY ROAD FROM THE CHICAGO AND
 PU1714'NORTH WESTERN RAILWAY STATION AT WHITEWOOD, IN LINE WITH A ROW
 PU1714'OF TELEPHONE POLES, ON THE OUTSIDE OF A LONG CURVE, IN THE TOP
 PU1714'OF LIMESTONE BEDROCK, 58 1/2 FEET EAST OF THE CENTER LINE OF THE
 PU1714'ROAD 108.4 FEET SOUTHEAST OF THE SOUTHEAST ONE OF FOUR POWER
 PU1714'POLES, 14 FEET NORTH OF THE CENTER LINE OF A WIRE GATE, 1.3 FEET
 PU1714'WEST OF A FENCE, ABOUT 2 FEET HIGHER THAN THE ROAD, AND FLUSH
 PU1714'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1121 ***********************************************************************
 PU1121  DESIGNATION -  F 407
 PU1121  PID         -  PU1121
 PU1121  STATE/COUNTY-  SD/BUTTE
 PU1121  COUNTRY     -  US
 PU1121  USGS QUAD   -  NEWELL (2017)
 PU1121
 PU1121                         *CURRENT SURVEY CONTROL
 PU1121  ______________________________________________________________________
 PU1121* NAD 83(1986) POSITION- 44 38 00.     (N) 103 28 47.     (W)   SCALED
 PU1121* NAVD 88 ORTHO HEIGHT -   865.953 (meters)     2841.05  (feet) ADJUSTED
 PU1121  ______________________________________________________________________
 PU1121  GEOID HEIGHT    -        -16.128 (meters)                     GEOID18
 PU1121  DYNAMIC HEIGHT  -        865.722 (meters)     2840.29  (feet) COMP
 PU1121  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 PU1121
 PU1121  VERT ORDER      -  SECOND    CLASS 0
 PU1121
 PU1121.The horizontal coordinates were scaled from a map and have
 PU1121.an estimated accuracy of +/- 6 seconds.
 PU1121
 PU1121.The orthometric height was determined by differential leveling and
 PU1121.adjusted by the NATIONAL GEODETIC SURVEY
 PU1121.in June 1991.
 PU1121
 PU1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1121.GEOID18 height accuracy estimate available here.
 PU1121
 PU1121.Click photographs - Photos may exist for this station.
 PU1121
 PU1121.The dynamic height is computed by dividing the NAVD 88
 PU1121.geopotential number by the normal gravity value computed on the
 PU1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1121.degrees latitude (g = 980.6199 gals.).
 PU1121
 PU1121.The modeled gravity was interpolated from observed gravity values.
 PU1121
 PU1121;                    North         East    Units  Estimated Accuracy
 PU1121;SPC SD N     -    94,830.      323,990.      MT  (+/- 180 meters Scaled)
 PU1121
 PU1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK205433(NAD 83)
 PU1121
 PU1121                          SUPERSEDED SURVEY CONTROL
 PU1121
 PU1121  NGVD 29 (??/??/92)  865.469  (m)         2839.46   (f) ADJ UNCH    2 0
 PU1121
 PU1121.Superseded values are not recommended for survey control.
 PU1121
 PU1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1121.See file dsdata.pdf to determine how the superseded data were derived.
 PU1121
 PU1121_MARKER: DB = BENCH MARK DISK
 PU1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1121_STAMPING: F 407 1962
 PU1121_MARK LOGO: CGS
 PU1121_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1121+STABILITY: SURFACE MOTION
 PU1121
 PU1121  HISTORY     - Date     Condition        Report By
 PU1121  HISTORY     - 1962     MONUMENTED       CGS
 PU1121
 PU1121                          STATION DESCRIPTION
 PU1121
 PU1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1121'6.7 MI SE FROM NISLAND.
 PU1121'3.0 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE WATER TOWER
 PU1121'AT NISLAND, THENCE 3.2 MILES SOUTH ALONG A ROAD, THENCE 0.5
 PU1121'MILE EAST ALONG A ROAD, 0.25 MILE WEST OF A CURVE IN THE ROAD
 PU1121'WITH TANGENTS SOUTH AND WEST, 1.15 MILES NORTHWEST OF BENCH
 PU1121'MARK G 407, 25 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU1121'28.4 FEET EAST OF THE JUNCTION OF A FENCE LINE LEADING SOUTH,
 PU1121'2.3 FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST,
 PU1121'ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU1121'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1175 ***********************************************************************
 PU1175  DESIGNATION -  F 408
 PU1175  PID         -  PU1175
 PU1175  STATE/COUNTY-  SD/MEADE
 PU1175  COUNTRY     -  US
 PU1175  USGS QUAD   -  VALE SE (2017)
 PU1175
 PU1175                         *CURRENT SURVEY CONTROL
 PU1175  ______________________________________________________________________
 PU1175* NAD 83(1986) POSITION- 44 35 27.     (N) 103 20 47.     (W)   SCALED
 PU1175* NAVD 88 ORTHO HEIGHT -   866.530 (meters)     2842.94  (feet) ADJUSTED
 PU1175  ______________________________________________________________________
 PU1175  GEOID HEIGHT    -        -16.430 (meters)                     GEOID18
 PU1175  DYNAMIC HEIGHT  -        866.297 (meters)     2842.18  (feet) COMP
 PU1175  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 PU1175
 PU1175  VERT ORDER      -  SECOND    CLASS 0
 PU1175
 PU1175.The horizontal coordinates were scaled from a map and have
 PU1175.an estimated accuracy of +/- 6 seconds.
 PU1175
 PU1175.The orthometric height was determined by differential leveling and
 PU1175.adjusted by the NATIONAL GEODETIC SURVEY
 PU1175.in June 1991.
 PU1175
 PU1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1175.GEOID18 height accuracy estimate available here.
 PU1175
 PU1175.Click photographs - Photos may exist for this station.
 PU1175
 PU1175.The dynamic height is computed by dividing the NAVD 88
 PU1175.geopotential number by the normal gravity value computed on the
 PU1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1175.degrees latitude (g = 980.6199 gals.).
 PU1175
 PU1175.The modeled gravity was interpolated from observed gravity values.
 PU1175
 PU1175;                    North         East    Units  Estimated Accuracy
 PU1175;SPC SD N     -    89,670.      334,360.      MT  (+/- 180 meters Scaled)
 PU1175
 PU1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK312388(NAD 83)
 PU1175
 PU1175                          SUPERSEDED SURVEY CONTROL
 PU1175
 PU1175  NGVD 29 (??/??/92)  866.045  (m)         2841.35   (f) ADJ UNCH    2 0
 PU1175
 PU1175.Superseded values are not recommended for survey control.
 PU1175
 PU1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1175.See file dsdata.pdf to determine how the superseded data were derived.
 PU1175
 PU1175_MARKER: DB = BENCH MARK DISK
 PU1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1175_STAMPING: F 408 1962
 PU1175_MARK LOGO: CGS
 PU1175_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1175+STABILITY: SURFACE MOTION
 PU1175
 PU1175  HISTORY     - Date     Condition        Report By
 PU1175  HISTORY     - 1962     MONUMENTED       CGS
 PU1175
 PU1175                          STATION DESCRIPTION
 PU1175
 PU1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1175'4.8 MI SE FROM VALE.
 PU1175'2.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1175'2.0 MILES SOUTH ALONG A ROAD, 0.05 MILE NORTH OF THE INTERSECTION
 PU1175'OF EAST-WEST AND NORTH-SOUTH ROADS, ON TOP OF A LOW RIDGE, 33 FEET
 PU1175'EAST OF THE CENTER LINE OF THE ROAD, 11 FEET WEST OF A POWER POLE,
 PU1175'2.8 FEET WEST OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST,
 PU1175'1 FOOT BELOW THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU1175'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0678 ***********************************************************************
 PU0678  DESIGNATION -  F 409
 PU0678  PID         -  PU0678
 PU0678  STATE/COUNTY-  SD/MEADE
 PU0678  COUNTRY     -  US
 PU0678  USGS QUAD   -  HEREFORD NE (2017)
 PU0678
 PU0678                         *CURRENT SURVEY CONTROL
 PU0678  ______________________________________________________________________
 PU0678* NAD 83(1986) POSITION- 44 23 51.     (N) 102 45 05.     (W)   SCALED
 PU0678* NAVD 88 ORTHO HEIGHT -   787.001 (meters)     2582.02  (feet) ADJUSTED
 PU0678  ______________________________________________________________________
 PU0678  GEOID HEIGHT    -        -18.011 (meters)                     GEOID18
 PU0678  DYNAMIC HEIGHT  -        786.791 (meters)     2581.33  (feet) COMP
 PU0678  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 PU0678
 PU0678  VERT ORDER      -  SECOND    CLASS 0
 PU0678
 PU0678.The horizontal coordinates were scaled from a map and have
 PU0678.an estimated accuracy of +/- 6 seconds.
 PU0678
 PU0678.The orthometric height was determined by differential leveling and
 PU0678.adjusted by the NATIONAL GEODETIC SURVEY
 PU0678.in June 1991.
 PU0678
 PU0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0678.GEOID18 height accuracy estimate available here.
 PU0678
 PU0678.Click photographs - Photos may exist for this station.
 PU0678
 PU0678.The dynamic height is computed by dividing the NAVD 88
 PU0678.geopotential number by the normal gravity value computed on the
 PU0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0678.degrees latitude (g = 980.6199 gals.).
 PU0678
 PU0678.The modeled gravity was interpolated from observed gravity values.
 PU0678
 PU0678;                    North         East    Units  Estimated Accuracy
 PU0678;SPC SD N     -    66,420.      380,840.      MT  (+/- 180 meters Scaled)
 PU0678
 PU0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK790184(NAD 83)
 PU0678
 PU0678                          SUPERSEDED SURVEY CONTROL
 PU0678
 PU0678  NGVD 29 (??/??/92)  786.537  (m)         2580.50   (f) ADJ UNCH    2 0
 PU0678
 PU0678.Superseded values are not recommended for survey control.
 PU0678
 PU0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0678.See file dsdata.pdf to determine how the superseded data were derived.
 PU0678
 PU0678_MARKER: DB = BENCH MARK DISK
 PU0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0678_STAMPING: F 409 1962
 PU0678_MARK LOGO: CGS
 PU0678_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0678+STABILITY: SURFACE MOTION
 PU0678
 PU0678  HISTORY     - Date     Condition        Report By
 PU0678  HISTORY     - 1962     MONUMENTED       CGS
 PU0678  HISTORY     - 1972     GOOD             NGS
 PU0678
 PU0678                          STATION DESCRIPTION
 PU0678
 PU0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0678'8.4 MI E FROM HEREFORD.
 PU0678'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0678'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 5.35 MILES
 PU0678'EAST ALONG A GRAVEL ROAD, 0.1 MILE SOUTHEAST OF THE CROSSING OF
 PU0678'A POWER LINE, 0.05 MILE SOUTHEAST OF THE JUNCTION OF A DIRT
 PU0678'ROAD SOUTH TO A FARMHOUSE, 23 1/2 FEET SOUTHWEST OF THE CENTER
 PU0678'LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD
 PU0678'TO FARMHOUSE, 41 FEET WEST OF THE WEST CORNER OF A CATTLEGUARD,
 PU0678'3.0 FEET NORTHEAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS
 PU0678'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 PU0678'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- TOP
 PU0678'14 IN OF MARKER SHEARED OFF AND LYING ON SIDE, WITNESS POST
 PU0678'MISSING.
 PU0678
 PU0678                          STATION RECOVERY (1972)
 PU0678
 PU0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0982 ***********************************************************************
 PU0982  DESIGNATION -  F 410
 PU0982  PID         -  PU0982
 PU0982  STATE/COUNTY-  SD/MEADE
 PU0982  COUNTRY     -  US
 PU0982  USGS QUAD   -  OPAL WEST SE (2017)
 PU0982
 PU0982                         *CURRENT SURVEY CONTROL
 PU0982  ______________________________________________________________________
 PU0982* NAD 83(1986) POSITION- 44 47 08.     (N) 102 31 52.     (W)   SCALED
 PU0982* NAVD 88 ORTHO HEIGHT -   799.517 (meters)     2623.08  (feet) ADJUSTED
 PU0982  ______________________________________________________________________
 PU0982  GEOID HEIGHT    -        -18.370 (meters)                     GEOID18
 PU0982  DYNAMIC HEIGHT  -        799.336 (meters)     2622.49  (feet) COMP
 PU0982  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 PU0982
 PU0982  VERT ORDER      -  SECOND    CLASS 0
 PU0982
 PU0982.The horizontal coordinates were scaled from a map and have
 PU0982.an estimated accuracy of +/- 6 seconds.
 PU0982
 PU0982.The orthometric height was determined by differential leveling and
 PU0982.adjusted by the NATIONAL GEODETIC SURVEY
 PU0982.in June 1991.
 PU0982
 PU0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0982.GEOID18 height accuracy estimate available here.
 PU0982
 PU0982.Click photographs - Photos may exist for this station.
 PU0982
 PU0982.The dynamic height is computed by dividing the NAVD 88
 PU0982.geopotential number by the normal gravity value computed on the
 PU0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0982.degrees latitude (g = 980.6199 gals.).
 PU0982
 PU0982.The modeled gravity was interpolated from observed gravity values.
 PU0982
 PU0982;                    North         East    Units  Estimated Accuracy
 PU0982;SPC SD N     -   108,940.      399,730.      MT  (+/- 180 meters Scaled)
 PU0982
 PU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK953620(NAD 83)
 PU0982
 PU0982                          SUPERSEDED SURVEY CONTROL
 PU0982
 PU0982  NGVD 29 (??/??/92)  799.056  (m)         2621.57   (f) ADJ UNCH    2 0
 PU0982
 PU0982.Superseded values are not recommended for survey control.
 PU0982
 PU0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0982.See file dsdata.pdf to determine how the superseded data were derived.
 PU0982
 PU0982_MARKER: DB = BENCH MARK DISK
 PU0982_SETTING: 66 = SET IN ROCK OUTCROP
 PU0982_STAMPING: F 410 1962
 PU0982_MARK LOGO: CGS
 PU0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0982+STABILITY: POSITION/ELEVATION WELL
 PU0982
 PU0982  HISTORY     - Date     Condition        Report By
 PU0982  HISTORY     - 1962     MONUMENTED       CGS
 PU0982
 PU0982                          STATION DESCRIPTION
 PU0982
 PU0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0982'7.5 MI N FROM RED OWL.
 PU0982'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0982'1.0 MILE EAST AND 4.75 MILES NORTH ALONG ROADS, AT A SUMMIT,
 PU0982'IN THE TOP OF A LARGE FLAT OUTCROP PROJECTING ABOUT 1 FOOT,
 PU0982'27 FEET EAST OF THE CENTER LINE OF THE ROAD, 22.1 FEET NORTH
 PU0982'OF A WITNESS POST, 24.6 FEET WEST OF A FENCE AND ABOUT 1 FOOT
 PU0982'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1019 ***********************************************************************
 PU1019  DESIGNATION -  F 411
 PU1019  PID         -  PU1019
 PU1019  STATE/COUNTY-  SD/MEADE
 PU1019  COUNTRY     -  US
 PU1019  USGS QUAD   -  ENNING (2017)
 PU1019
 PU1019                         *CURRENT SURVEY CONTROL
 PU1019  ______________________________________________________________________
 PU1019* NAD 83(1986) POSITION- 44 32 47.     (N) 102 33 30.     (W)   SCALED
 PU1019* NAVD 88 ORTHO HEIGHT -   891.007 (meters)     2923.25  (feet) ADJUSTED
 PU1019  ______________________________________________________________________
 PU1019  GEOID HEIGHT    -        -18.465 (meters)                     GEOID18
 PU1019  DYNAMIC HEIGHT  -        890.761 (meters)     2922.44  (feet) COMP
 PU1019  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PU1019
 PU1019  VERT ORDER      -  SECOND    CLASS 0
 PU1019
 PU1019.The horizontal coordinates were scaled from a map and have
 PU1019.an estimated accuracy of +/- 6 seconds.
 PU1019
 PU1019.The orthometric height was determined by differential leveling and
 PU1019.adjusted by the NATIONAL GEODETIC SURVEY
 PU1019.in June 1991.
 PU1019
 PU1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1019.GEOID18 height accuracy estimate available here.
 PU1019
 PU1019.Click photographs - Photos may exist for this station.
 PU1019
 PU1019.The dynamic height is computed by dividing the NAVD 88
 PU1019.geopotential number by the normal gravity value computed on the
 PU1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1019.degrees latitude (g = 980.6199 gals.).
 PU1019
 PU1019.The modeled gravity was interpolated from observed gravity values.
 PU1019
 PU1019;                    North         East    Units  Estimated Accuracy
 PU1019;SPC SD N     -    82,450.      396,740.      MT  (+/- 180 meters Scaled)
 PU1019
 PU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK939354(NAD 83)
 PU1019
 PU1019                          SUPERSEDED SURVEY CONTROL
 PU1019
 PU1019  NGVD 29 (??/??/92)  890.534  (m)         2921.69   (f) ADJ UNCH    2 0
 PU1019
 PU1019.Superseded values are not recommended for survey control.
 PU1019
 PU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1019.See file dsdata.pdf to determine how the superseded data were derived.
 PU1019
 PU1019_MARKER: DB = BENCH MARK DISK
 PU1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1019_STAMPING: F 411 1962
 PU1019_MARK LOGO: CGS
 PU1019_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1019+STABILITY: SURFACE MOTION
 PU1019
 PU1019  HISTORY     - Date     Condition        Report By
 PU1019  HISTORY     - 1962     MONUMENTED       CGS
 PU1019  HISTORY     - 1963     GOOD             CGS
 PU1019
 PU1019                          STATION DESCRIPTION
 PU1019
 PU1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1019'2 MI S FROM ENNING.
 PU1019'2.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU1019'48 FEET EAST OF THE CENTER LINE OF THE ROAD, 116 FEET SOUTH OF
 PU1019'THE CENTER LINE OF A TRACK ROAD EAST, 38 FEET SOUTH OF A FENCE
 PU1019'CORNER, 2 FEET EAST OF A POWER POLE WITH TWO GUY WIRES, 3.6
 PU1019'FEET WEST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT
 PU1019'4 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1019'PROJECTING 0.5 FOOT.
 PU1019
 PU1019                          STATION RECOVERY (1963)
 PU1019
 PU1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1224 ***********************************************************************
 PU1224  DESIGNATION -  F 412
 PU1224  PID         -  PU1224
 PU1224  STATE/COUNTY-  SD/BUTTE
 PU1224  COUNTRY     -  US
 PU1224  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1224
 PU1224                         *CURRENT SURVEY CONTROL
 PU1224  ______________________________________________________________________
 PU1224* NAD 83(1986) POSITION- 44 43 20.     (N) 103 11 14.     (W)   SCALED
 PU1224* NAVD 88 ORTHO HEIGHT -   886.217 (meters)     2907.53  (feet) ADJUSTED
 PU1224  ______________________________________________________________________
 PU1224  GEOID HEIGHT    -        -16.898 (meters)                     GEOID18
 PU1224  DYNAMIC HEIGHT  -        885.986 (meters)     2906.77  (feet) COMP
 PU1224  MODELED GRAVITY -    980,327.1   (mgal)                       NAVD 88
 PU1224
 PU1224  VERT ORDER      -  SECOND    CLASS 0
 PU1224
 PU1224.The horizontal coordinates were scaled from a map and have
 PU1224.an estimated accuracy of +/- 6 seconds.
 PU1224
 PU1224.The orthometric height was determined by differential leveling and
 PU1224.adjusted by the NATIONAL GEODETIC SURVEY
 PU1224.in June 1991.
 PU1224
 PU1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1224.GEOID18 height accuracy estimate available here.
 PU1224
 PU1224.Click photographs - Photos may exist for this station.
 PU1224
 PU1224.The dynamic height is computed by dividing the NAVD 88
 PU1224.geopotential number by the normal gravity value computed on the
 PU1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1224.degrees latitude (g = 980.6199 gals.).
 PU1224
 PU1224.The modeled gravity was interpolated from observed gravity values.
 PU1224
 PU1224;                    North         East    Units  Estimated Accuracy
 PU1224;SPC SD N     -   103,750.      347,560.      MT  (+/- 180 meters Scaled)
 PU1224
 PU1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK435536(NAD 83)
 PU1224
 PU1224                          SUPERSEDED SURVEY CONTROL
 PU1224
 PU1224  NGVD 29 (??/??/92)  885.726  (m)         2905.92   (f) ADJ UNCH    2 0
 PU1224
 PU1224.Superseded values are not recommended for survey control.
 PU1224
 PU1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1224.See file dsdata.pdf to determine how the superseded data were derived.
 PU1224
 PU1224_MARKER: DB = BENCH MARK DISK
 PU1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1224_STAMPING: F 412 1963
 PU1224_MARK LOGO: CGS
 PU1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1224+STABILITY: SURFACE MOTION
 PU1224
 PU1224  HISTORY     - Date     Condition        Report By
 PU1224  HISTORY     - 1963     MONUMENTED       CGS
 PU1224
 PU1224                          STATION DESCRIPTION
 PU1224
 PU1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1224'12.3 MI E FROM NEWELL.
 PU1224'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1224'AT NEWELL, THENCE 11.1 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1224'0.2 MILE SOUTHWEST OF A 50-FOOT WOODEN BRIDGE OVER EIGHT MILE
 PU1224'CREEK, 60 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 24 FEET
 PU1224'SOUTHWEST OF THE CENTER OF A BOARD GATE ACROSS A DRIVEWAY
 PU1224'LEADING TO A FIELD, 2.5 FEET NORTHWEST OF A FENCE, 1.6 FEET
 PU1224'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU1224'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1224'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1332 ***********************************************************************
 PU1332  DESIGNATION -  F 413
 PU1332  PID         -  PU1332
 PU1332  STATE/COUNTY-  SD/BUTTE
 PU1332  COUNTRY     -  US
 PU1332  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1332
 PU1332                         *CURRENT SURVEY CONTROL
 PU1332  ______________________________________________________________________
 PU1332* NAD 83(1986) POSITION- 44 46 15.     (N) 103 21 53.     (W)   SCALED
 PU1332* NAVD 88 ORTHO HEIGHT -   878.673 (meters)     2882.78  (feet) ADJUSTED
 PU1332  ______________________________________________________________________
 PU1332  GEOID HEIGHT    -        -16.496 (meters)                     GEOID18
 PU1332  DYNAMIC HEIGHT  -        878.456 (meters)     2882.07  (feet) COMP
 PU1332  MODELED GRAVITY -    980,340.7   (mgal)                       NAVD 88
 PU1332
 PU1332  VERT ORDER      -  SECOND    CLASS 0
 PU1332
 PU1332.The horizontal coordinates were scaled from a map and have
 PU1332.an estimated accuracy of +/- 6 seconds.
 PU1332
 PU1332.The orthometric height was determined by differential leveling and
 PU1332.adjusted by the NATIONAL GEODETIC SURVEY
 PU1332.in June 1991.
 PU1332
 PU1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1332.GEOID18 height accuracy estimate available here.
 PU1332
 PU1332.Click photographs - Photos may exist for this station.
 PU1332
 PU1332.The dynamic height is computed by dividing the NAVD 88
 PU1332.geopotential number by the normal gravity value computed on the
 PU1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1332.degrees latitude (g = 980.6199 gals.).
 PU1332
 PU1332.The modeled gravity was interpolated from observed gravity values.
 PU1332
 PU1332;                    North         East    Units  Estimated Accuracy
 PU1332;SPC SD N     -   109,710.      333,740.      MT  (+/- 180 meters Scaled)
 PU1332
 PU1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK293587(NAD 83)
 PU1332
 PU1332                          SUPERSEDED SURVEY CONTROL
 PU1332
 PU1332  NGVD 29 (??/??/92)  878.198  (m)         2881.22   (f) ADJ UNCH    2 0
 PU1332
 PU1332.Superseded values are not recommended for survey control.
 PU1332
 PU1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1332.See file dsdata.pdf to determine how the superseded data were derived.
 PU1332
 PU1332_MARKER: DB = BENCH MARK DISK
 PU1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1332_STAMPING: F 413 1963
 PU1332_MARK LOGO: CGS
 PU1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1332+STABILITY: SURFACE MOTION
 PU1332
 PU1332  HISTORY     - Date     Condition        Report By
 PU1332  HISTORY     - 1963     MONUMENTED       CGS
 PU1332
 PU1332                          STATION DESCRIPTION
 PU1332
 PU1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1332'5.6 MI NE FROM NEWELL.
 PU1332'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1332'HIGH SCHOOL IN NEWELL, THENCE 2.1 MILES NORTH ALONG A GRAVELED
 PU1332'ROAD, 35 FEET WEST OF THE CENTERLINE OF THE ROAD, 7 FEET
 PU1332'EAST OF TELEPHONE POLE NO. 9 WHICH IS THE 4TH POLE SOUTH OF
 PU1332'THE TOP OF A SHORT STEEP HILL, 2 FEET EAST OF A FENCE, 1.8
 PU1332'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU1332'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1073 ***********************************************************************
 PU1073  DESIGNATION -  F 414
 PU1073  PID         -  PU1073
 PU1073  STATE/COUNTY-  SD/BUTTE
 PU1073  COUNTRY     -  US
 PU1073  USGS QUAD   -  NEWELL LAKE (2017)
 PU1073
 PU1073                         *CURRENT SURVEY CONTROL
 PU1073  ______________________________________________________________________
 PU1073* NAD 83(1986) POSITION- 44 49 14.47   (N) 103 25 29.74   (W)   HD_HELD1
 PU1073* NAVD 88 ORTHO HEIGHT -   921.555 (meters)     3023.47  (feet) ADJUSTED
 PU1073  ______________________________________________________________________
 PU1073  GEOID HEIGHT    -        -16.393 (meters)                     GEOID18
 PU1073  DYNAMIC HEIGHT  -        921.327 (meters)     3022.72  (feet) COMP
 PU1073  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 PU1073
 PU1073  VERT ORDER      -  SECOND    CLASS 0
 PU1073
 PU1073.The horizontal coordinates were determined by differentially corrected
 PU1073.hand held GPS observations or other comparable positioning techniques
 PU1073.and have an estimated accuracy of +/- 3 meters.
 PU1073
 PU1073.The orthometric height was determined by differential leveling and
 PU1073.adjusted by the NATIONAL GEODETIC SURVEY
 PU1073.in June 1991.
 PU1073
 PU1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1073.GEOID18 height accuracy estimate available here.
 PU1073
 PU1073.Click photographs - Photos may exist for this station.
 PU1073
 PU1073.The dynamic height is computed by dividing the NAVD 88
 PU1073.geopotential number by the normal gravity value computed on the
 PU1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1073.degrees latitude (g = 980.6199 gals.).
 PU1073
 PU1073.The modeled gravity was interpolated from observed gravity values.
 PU1073
 PU1073;                    North         East    Units  Estimated Accuracy
 PU1073;SPC SD N     -   115,445.5     329,209.4     MT  (+/- 3 meters HH1 GPS) 
 PU1073
 PU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2452664237(NAD 83)
 PU1073
 PU1073                          SUPERSEDED SURVEY CONTROL
 PU1073
 PU1073  NGVD 29 (??/??/92)  921.078  (m)         3021.90   (f) ADJ UNCH    2 0
 PU1073
 PU1073.Superseded values are not recommended for survey control.
 PU1073
 PU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1073.See file dsdata.pdf to determine how the superseded data were derived.
 PU1073
 PU1073_MARKER: DB = BENCH MARK DISK
 PU1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1073_STAMPING: F 414 1963
 PU1073_MARK LOGO: CGS
 PU1073_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1073+STABILITY: SURFACE MOTION
 PU1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1073+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1073
 PU1073  HISTORY     - Date     Condition        Report By
 PU1073  HISTORY     - 1963     MONUMENTED       CGS
 PU1073  HISTORY     - 20201022 GOOD             SDDT
 PU1073
 PU1073                          STATION DESCRIPTION
 PU1073
 PU1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1073'7.2 MI N FROM NEWELL.
 PU1073'ABOUT 7.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1073'SCHOOL AT NEWELL, 98.5 FEET EAST OF THE CENTERLINE OF THE
 PU1073'HIGHWAY, 33 FEET NORTHWEST ACROSS A FENCE FROM A POWER POLE,
 PU1073'3.0 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1.5 FEET WEST
 PU1073'OF A NORTH-SOUTH FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 PU1073'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1073'POST PROJECTING 0.6 FOOT.
 PU1073
 PU1073                          STATION RECOVERY (2020)
 PU1073
 PU1073'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1886 ***********************************************************************
 PU1886  DESIGNATION -  F 415
 PU1886  PID         -  PU1886
 PU1886  STATE/COUNTY-  SD/BUTTE
 PU1886  COUNTRY     -  US
 PU1886  USGS QUAD   -  ARPAN (2017)
 PU1886
 PU1886                         *CURRENT SURVEY CONTROL
 PU1886  ______________________________________________________________________
 PU1886* NAD 83(1986) POSITION- 44 46 39.     (N) 103 38 57.     (W)   SCALED
 PU1886* NAVD 88 ORTHO HEIGHT -   881.166 (meters)     2890.96  (feet) ADJUSTED
 PU1886  ______________________________________________________________________
 PU1886  GEOID HEIGHT    -        -15.940 (meters)                     GEOID18
 PU1886  DYNAMIC HEIGHT  -        880.940 (meters)     2890.22  (feet) COMP
 PU1886  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 PU1886
 PU1886  VERT ORDER      -  SECOND    CLASS 0
 PU1886
 PU1886.The horizontal coordinates were scaled from a map and have
 PU1886.an estimated accuracy of +/- 6 seconds.
 PU1886
 PU1886.The orthometric height was determined by differential leveling and
 PU1886.adjusted by the NATIONAL GEODETIC SURVEY
 PU1886.in June 1991.
 PU1886
 PU1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1886.GEOID18 height accuracy estimate available here.
 PU1886
 PU1886.Click photographs - Photos may exist for this station.
 PU1886
 PU1886.The dynamic height is computed by dividing the NAVD 88
 PU1886.geopotential number by the normal gravity value computed on the
 PU1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1886.degrees latitude (g = 980.6199 gals.).
 PU1886
 PU1886.The modeled gravity was interpolated from observed gravity values.
 PU1886
 PU1886;                    North         East    Units  Estimated Accuracy
 PU1886;SPC SD N     -   111,430.      311,280.      MT  (+/- 180 meters Scaled)
 PU1886
 PU1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK068591(NAD 83)
 PU1886
 PU1886                          SUPERSEDED SURVEY CONTROL
 PU1886
 PU1886  NGVD 29 (??/??/92)  880.687  (m)         2889.39   (f) ADJ UNCH    2 0
 PU1886
 PU1886.Superseded values are not recommended for survey control.
 PU1886
 PU1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1886.See file dsdata.pdf to determine how the superseded data were derived.
 PU1886
 PU1886_MARKER: DB = BENCH MARK DISK
 PU1886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1886_SP_SET: CULVERT HEADWALL
 PU1886_STAMPING: F 415 1963
 PU1886_MARK LOGO: CGS
 PU1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1886+STABILITY: SURFACE MOTION
 PU1886
 PU1886  HISTORY     - Date     Condition        Report By
 PU1886  HISTORY     - 1963     MONUMENTED       CGS
 PU1886
 PU1886                          STATION DESCRIPTION
 PU1886
 PU1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1886'12.9 MI NW FROM NISLAND.
 PU1886'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1886'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1886'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1886'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1886'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1886'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1886'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1886'COUNTY ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1886'AT A ROAD INTERSECTION, 16 FEET WEST OF THE CENTERLINE OF THE
 PU1886'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 PU1886'HEADWALL OF A 6 X 6 FOOT CONCRETE CULVERT UNDER THE NORTH-SOUTH
 PU1886'ROAD, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE HEADWALL, AND ABOUT
 PU1886'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1299 ***********************************************************************
 PU1299  DESIGNATION -  F 416
 PU1299  PID         -  PU1299
 PU1299  STATE/COUNTY-  SD/BUTTE
 PU1299  COUNTRY     -  US
 PU1299  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1299
 PU1299                         *CURRENT SURVEY CONTROL
 PU1299  ______________________________________________________________________
 PU1299* NAD 83(1986) POSITION- 44 59 44.     (N) 103 03 28.     (W)   SCALED
 PU1299* NAVD 88 ORTHO HEIGHT -   861.457 (meters)     2826.30  (feet) ADJUSTED
 PU1299  ______________________________________________________________________
 PU1299  GEOID HEIGHT    -        -17.126 (meters)                     GEOID18
 PU1299  DYNAMIC HEIGHT  -        861.260 (meters)     2825.65  (feet) COMP
 PU1299  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 PU1299
 PU1299  VERT ORDER      -  SECOND    CLASS 0
 PU1299
 PU1299.The horizontal coordinates were scaled from a map and have
 PU1299.an estimated accuracy of +/- 6 seconds.
 PU1299
 PU1299.The orthometric height was determined by differential leveling and
 PU1299.adjusted by the NATIONAL GEODETIC SURVEY
 PU1299.in June 1991.
 PU1299
 PU1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1299.GEOID18 height accuracy estimate available here.
 PU1299
 PU1299.Click photographs - Photos may exist for this station.
 PU1299
 PU1299.The dynamic height is computed by dividing the NAVD 88
 PU1299.geopotential number by the normal gravity value computed on the
 PU1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1299.degrees latitude (g = 980.6199 gals.).
 PU1299
 PU1299.The modeled gravity was interpolated from observed gravity values.
 PU1299
 PU1299;                    North         East    Units  Estimated Accuracy
 PU1299;SPC SD N     -   133,700.      358,960.      MT  (+/- 180 meters Scaled)
 PU1299
 PU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK530842(NAD 83)
 PU1299
 PU1299                          SUPERSEDED SURVEY CONTROL
 PU1299
 PU1299  NGVD 29 (??/??/92)  860.973  (m)         2824.71   (f) ADJ UNCH    2 0
 PU1299
 PU1299.Superseded values are not recommended for survey control.
 PU1299
 PU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1299.See file dsdata.pdf to determine how the superseded data were derived.
 PU1299
 PU1299_MARKER: DB = BENCH MARK DISK
 PU1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1299_STAMPING: F 416 1963
 PU1299_MARK LOGO: CGS
 PU1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1299+STABILITY: SURFACE MOTION
 PU1299
 PU1299  HISTORY     - Date     Condition        Report By
 PU1299  HISTORY     - 1963     MONUMENTED       CGS
 PU1299
 PU1299                          STATION DESCRIPTION
 PU1299
 PU1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1299'29.6 MI NE FROM NEWELL.
 PU1299'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1299'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1299'ROAD, THENCE 2.0 MILES NORTHEAST ALONG A GRAVELED ROAD, ON THE
 PU1299'INSIDE OF A LONG CURVE AND 61 FEET SOUTH OF THE CENTERLINE OF
 PU1299'THE ROAD, 112 FEET SOUTHWEST OF THE SOUTH END OF A 36-INCH PIPE
 PU1299'CULVERT, 2.0 FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A
 PU1299'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 PU1299'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1863 ***********************************************************************
 PU1863  DESIGNATION -  F 417
 PU1863  PID         -  PU1863
 PU1863  STATE/COUNTY-  SD/BUTTE
 PU1863  COUNTRY     -  US
 PU1863  USGS QUAD   -  ARPAN (2017)
 PU1863
 PU1863                         *CURRENT SURVEY CONTROL
 PU1863  ______________________________________________________________________
 PU1863* NAD 83(1986) POSITION- 44 51 56.     (N) 103 41 24.     (W)   SCALED
 PU1863* NAVD 88 ORTHO HEIGHT -   914.204 (meters)     2999.35  (feet) ADJUSTED
 PU1863  ______________________________________________________________________
 PU1863  GEOID HEIGHT    -        -15.962 (meters)                     GEOID18
 PU1863  DYNAMIC HEIGHT  -        913.975 (meters)     2998.60  (feet) COMP
 PU1863  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 PU1863
 PU1863  VERT ORDER      -  SECOND    CLASS 0
 PU1863
 PU1863.The horizontal coordinates were scaled from a map and have
 PU1863.an estimated accuracy of +/- 6 seconds.
 PU1863
 PU1863.The orthometric height was determined by differential leveling and
 PU1863.adjusted by the NATIONAL GEODETIC SURVEY
 PU1863.in June 1991.
 PU1863
 PU1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1863.GEOID18 height accuracy estimate available here.
 PU1863
 PU1863.Click photographs - Photos may exist for this station.
 PU1863
 PU1863.The dynamic height is computed by dividing the NAVD 88
 PU1863.geopotential number by the normal gravity value computed on the
 PU1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1863.degrees latitude (g = 980.6199 gals.).
 PU1863
 PU1863.The modeled gravity was interpolated from observed gravity values.
 PU1863
 PU1863;                    North         East    Units  Estimated Accuracy
 PU1863;SPC SD N     -   121,350.      308,490.      MT  (+/- 180 meters Scaled)
 PU1863
 PU1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK034688(NAD 83)
 PU1863
 PU1863                          SUPERSEDED SURVEY CONTROL
 PU1863
 PU1863  NGVD 29 (??/??/92)  913.725  (m)         2997.78   (f) ADJ UNCH    2 0
 PU1863
 PU1863.Superseded values are not recommended for survey control.
 PU1863
 PU1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1863.See file dsdata.pdf to determine how the superseded data were derived.
 PU1863
 PU1863_MARKER: DB = BENCH MARK DISK
 PU1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1863_STAMPING: F 417 1963
 PU1863_MARK LOGO: CGS
 PU1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1863+STABILITY: SURFACE MOTION
 PU1863
 PU1863  HISTORY     - Date     Condition        Report By
 PU1863  HISTORY     - 1963     MONUMENTED       CGS
 PU1863
 PU1863                          STATION DESCRIPTION
 PU1863
 PU1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1863'19.7 MI NE FROM BELLE FOURCHE.
 PU1863'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1863'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 5.9 MILES EAST
 PU1863'ALONG A GRAVELED COUNTY ROAD, 32 FEET NORTH OF THE CENTERLINE
 PU1863'OF THE ROAD, 5.0 FEET NORTHEAST OF A FENCE CORNER, 1.9 FEET EAST
 PU1863'OF A NORTH-SOUTH FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST,
 PU1863'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU1863'OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1497 ***********************************************************************
 PU1497  DESIGNATION -  F 418
 PU1497  PID         -  PU1497
 PU1497  STATE/COUNTY-  SD/MEADE
 PU1497  COUNTRY     -  US
 PU1497  USGS QUAD   -  FORT MEADE (2017)
 PU1497
 PU1497                         *CURRENT SURVEY CONTROL
 PU1497  ______________________________________________________________________
 PU1497* NAD 83(1986) POSITION- 44 24 59.     (N) 103 25 43.     (W)   SCALED
 PU1497* NAVD 88 ORTHO HEIGHT -   996.951 (meters)     3270.83  (feet) ADJUSTED
 PU1497  ______________________________________________________________________
 PU1497  GEOID HEIGHT    -        -15.679 (meters)                     GEOID18
 PU1497  DYNAMIC HEIGHT  -        996.645 (meters)     3269.83  (feet) COMP
 PU1497  MODELED GRAVITY -    980,276.2   (mgal)                       NAVD 88
 PU1497
 PU1497  VERT ORDER      -  FIRST     CLASS II
 PU1497
 PU1497.The horizontal coordinates were scaled from a map and have
 PU1497.an estimated accuracy of +/- 6 seconds.
 PU1497
 PU1497.The orthometric height was determined by differential leveling and
 PU1497.adjusted by the NATIONAL GEODETIC SURVEY
 PU1497.in October 1997.
 PU1497
 PU1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1497.GEOID18 height accuracy estimate available here.
 PU1497
 PU1497.Click photographs - Photos may exist for this station.
 PU1497
 PU1497.The dynamic height is computed by dividing the NAVD 88
 PU1497.geopotential number by the normal gravity value computed on the
 PU1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1497.degrees latitude (g = 980.6199 gals.).
 PU1497
 PU1497.The modeled gravity was interpolated from observed gravity values.
 PU1497
 PU1497;                    North         East    Units  Estimated Accuracy
 PU1497;SPC SD N     -    70,570.      327,020.      MT  (+/- 180 meters Scaled)
 PU1497
 PU1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK251193(NAD 83)
 PU1497
 PU1497                          SUPERSEDED SURVEY CONTROL
 PU1497
 PU1497  NAVD 88 (06/15/91)  996.922  (m)         3270.73   (f) SUPERSEDED  1 2
 PU1497  NGVD 29 (??/??/92)  996.422  (m)         3269.09   (f) ADJ UNCH    1 2
 PU1497
 PU1497.Superseded values are not recommended for survey control.
 PU1497
 PU1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1497.See file dsdata.pdf to determine how the superseded data were derived.
 PU1497
 PU1497_MARKER: DB = BENCH MARK DISK
 PU1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1497_STAMPING: F 418 1963
 PU1497_MARK LOGO: CGS
 PU1497_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1497+STABILITY: SURFACE MOTION
 PU1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1497+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 PU1497
 PU1497  HISTORY     - Date     Condition        Report By
 PU1497  HISTORY     - 1963     MONUMENTED       CGS
 PU1497  HISTORY     - 19950513 GOOD             NGS
 PU1497  HISTORY     - 20120326 GOOD             INDIV
 PU1497
 PU1497                          STATION DESCRIPTION
 PU1497
 PU1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1497'4.2 MI E FROM STURGIS.
 PU1497'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST
 PU1497'OFFICE AT STURGIS, 115 FEET SOUTHEAST OF THE CENTER OF THE
 PU1497'Y-JUNCTION OF AN ASPHALT ROAD LEADING EAST, 52 FEET SOUTH OF THE
 PU1497'CENTERLINE OF THE HIGHWAY, 60 FEET NORTH OF THE CENTERLINE OF THE
 PU1497'ASPHALT ROAD, 5.8 FEET EAST OF A POWER POLE NUMBERED LS 207-1
 PU1497'AND BRACED BY A GUY WIRE, 1.9 FEET WEST OF A METAL WITNESS POST,
 PU1497'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 PU1497'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 PU1497
 PU1497                          STATION RECOVERY (1995)
 PU1497
 PU1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1497'8.6 KM (5.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1497'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 397.0 M (1302.5 FT) EAST
 PU1497'OF MILEPOST 39, 18.4 M (60.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.0
 PU1497'M (59.1 FT) NORTH OF THE CENTERLINE OF ALKALI ROAD, 16.1 M (52.8 FT)
 PU1497'EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH, 10.6 M (34.8 FT) WEST
 PU1497'OF A UTILITY ROAD WITH 2 GUY CABLES, 0.9 M (3.0 FT) NORTH OF
 PU1497'UNDERGROUND CABLE JUNCTION BOX NUMBER 127-1, 0.5 M (1.6 FT) BELOW THE
 PU1497'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU1497'SURFACE.
 PU1497
 PU1497                          STATION RECOVERY (2012)
 PU1497
 PU1497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1052 ***********************************************************************
 PU1052  DESIGNATION -  F 419
 PU1052  PID         -  PU1052
 PU1052  STATE/COUNTY-  SD/MEADE
 PU1052  COUNTRY     -  US
 PU1052  USGS QUAD   -  FAIRPOINT SW (2017)
 PU1052
 PU1052                         *CURRENT SURVEY CONTROL
 PU1052  ______________________________________________________________________
 PU1052* NAD 83(1986) POSITION- 44 30 10.     (N) 102 58 28.     (W)   SCALED
 PU1052* NAVD 88 ORTHO HEIGHT -   826.347 (meters)     2711.11  (feet) ADJUSTED
 PU1052  ______________________________________________________________________
 PU1052  GEOID HEIGHT    -        -17.443 (meters)                     GEOID18
 PU1052  DYNAMIC HEIGHT  -        826.122 (meters)     2710.37  (feet) COMP
 PU1052  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 PU1052
 PU1052  VERT ORDER      -  FIRST     CLASS II
 PU1052
 PU1052.The horizontal coordinates were scaled from a map and have
 PU1052.an estimated accuracy of +/- 6 seconds.
 PU1052
 PU1052.The orthometric height was determined by differential leveling and
 PU1052.adjusted by the NATIONAL GEODETIC SURVEY
 PU1052.in October 1997.
 PU1052
 PU1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1052.GEOID18 height accuracy estimate available here.
 PU1052
 PU1052.Click photographs - Photos may exist for this station.
 PU1052
 PU1052.The dynamic height is computed by dividing the NAVD 88
 PU1052.geopotential number by the normal gravity value computed on the
 PU1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1052.degrees latitude (g = 980.6199 gals.).
 PU1052
 PU1052.The modeled gravity was interpolated from observed gravity values.
 PU1052
 PU1052;                    North         East    Units  Estimated Accuracy
 PU1052;SPC SD N     -    78,740.      363,510.      MT  (+/- 180 meters Scaled)
 PU1052
 PU1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK610297(NAD 83)
 PU1052
 PU1052                          SUPERSEDED SURVEY CONTROL
 PU1052
 PU1052  NAVD 88 (06/15/91)  826.331  (m)         2711.05   (f) SUPERSEDED  1 2
 PU1052  NGVD 29 (??/??/92)  825.868  (m)         2709.54   (f) ADJ UNCH    1 2
 PU1052
 PU1052.Superseded values are not recommended for survey control.
 PU1052
 PU1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1052.See file dsdata.pdf to determine how the superseded data were derived.
 PU1052
 PU1052_MARKER: DB = BENCH MARK DISK
 PU1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1052_STAMPING: F 419 1963
 PU1052_MARK LOGO: CGS
 PU1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1052+STABILITY: SURFACE MOTION
 PU1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1052+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2012
 PU1052
 PU1052  HISTORY     - Date     Condition        Report By
 PU1052  HISTORY     - 1963     MONUMENTED       CGS
 PU1052  HISTORY     - 19950524 GOOD             NGS
 PU1052  HISTORY     - 20120502 GOOD             INDIV
 PU1052
 PU1052                          STATION DESCRIPTION
 PU1052
 PU1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1052'8.3 MI E FROM VOLUNTEER.
 PU1052'ABOUT 8.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1052'VOLUNTEER, 101 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PU1052'4.0 FEET SOUTHEAST OF A T-JUNCTION OF FENCES, 2.4 FEET SOUTH OF
 PU1052'A FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 PU1052'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1052'POST PROJECTING 0.7 FOOT.
 PU1052
 PU1052                          STATION RECOVERY (1995)
 PU1052
 PU1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1052'26.0 KM (16.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1052'OFFICE IN UNION CENTER, 356.8 M (1170.6 FT) WEST OF MILEPOST 65, 30.5
 PU1052'M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) EAST OF
 PU1052'THE CENTER OF A FIELD ENTRANCE ROAD AND GATE, 0.6 M (2.0 FT) WEST OF A
 PU1052'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 PU1052'(1.0 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU1052'ABOVE THE GROUND SURFACE.
 PU1052
 PU1052                          STATION RECOVERY (2012)
 PU1052
 PU1052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0611 ***********************************************************************
 OT0611  DESIGNATION -  F 427
 OT0611  PID         -  OT0611
 OT0611  STATE/COUNTY-  SD/FALL RIVER
 OT0611  COUNTRY     -  US
 OT0611  USGS QUAD   -  PROVO (2017)
 OT0611
 OT0611                         *CURRENT SURVEY CONTROL
 OT0611  ______________________________________________________________________
 OT0611* NAD 83(1986) POSITION- 43 12 34.     (N) 103 49 59.     (W)   SCALED
 OT0611* NAVD 88 ORTHO HEIGHT -  1150.966 (meters)     3776.13  (feet) ADJUSTED
 OT0611  ______________________________________________________________________
 OT0611  GEOID HEIGHT    -        -15.217 (meters)                     GEOID18
 OT0611  DYNAMIC HEIGHT  -       1150.469 (meters)     3774.50  (feet) COMP
 OT0611  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 OT0611
 OT0611  VERT ORDER      -  FIRST     CLASS II
 OT0611
 OT0611.The horizontal coordinates were scaled from a map and have
 OT0611.an estimated accuracy of +/- 6 seconds.
 OT0611
 OT0611.The orthometric height was determined by differential leveling and
 OT0611.adjusted by the NATIONAL GEODETIC SURVEY
 OT0611.in June 1991.
 OT0611
 OT0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0611.GEOID18 height accuracy estimate available here.
 OT0611
 OT0611.Click photographs - Photos may exist for this station.
 OT0611
 OT0611.The dynamic height is computed by dividing the NAVD 88
 OT0611.geopotential number by the normal gravity value computed on the
 OT0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0611.degrees latitude (g = 980.6199 gals.).
 OT0611
 OT0611.The modeled gravity was interpolated from observed gravity values.
 OT0611
 OT0611;                    North         East    Units  Estimated Accuracy
 OT0611;SPC SD S     -   103,320.      315,700.      MT  (+/- 180 meters Scaled)
 OT0611
 OT0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH947847(NAD 83)
 OT0611
 OT0611                          SUPERSEDED SURVEY CONTROL
 OT0611
 OT0611.No superseded survey control is available for this station.
 OT0611
 OT0611_MARKER: I = METAL ROD
 OT0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0611_STAMPING: F 427 1985
 OT0611_MARK LOGO: NGS
 OT0611_PROJECTION: FLUSH
 OT0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0611_ROD/PIPE-DEPTH: 4.0 meters
 OT0611
 OT0611  HISTORY     - Date     Condition        Report By
 OT0611  HISTORY     - 1985     MONUMENTED       NGS
 OT0611
 OT0611                          STATION DESCRIPTION
 OT0611
 OT0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0611'1.9 KM (1.2 MI) NORTH FROM PROVO.
 OT0611'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 471 FROM THE POST OFFICE AT
 OT0611'PROVO, AT A ASPHALT ROAD JUNCTION LEADING WEST-SOUTHWEST, 10.4 METERS
 OT0611'(34 FT) SOUTH-SOUTHEAST OF THE HIGHWAY CENTERLINE, 5.2 METERS (17 FT)
 OT0611'NORTH-NORTHEAST OF A FENCE CORNER, 0.6 METER (2 FT) NORTH-NORTHEAST
 OT0611'OF A CONCRETE RIGHT OF WAY POST AND 0.3 METER (1 FT) NORTH-NORTHWEST
 OT0611'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OT0611'CAP.
 OT0611'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0611'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0639 ***********************************************************************
 QS0639  FBN         -  This is a Federal Base Network Control Station.
 QS0639  DESIGNATION -  F 428
 QS0639  PID         -  QS0639
 QS0639  STATE/COUNTY-  SD/CORSON
 QS0639  COUNTRY     -  US
 QS0639  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0639
 QS0639                         *CURRENT SURVEY CONTROL
 QS0639  ______________________________________________________________________
 QS0639* NAD 83(2011) POSITION- 45 38 23.58196(N) 101 22 10.18322(W)   ADJUSTED
 QS0639* NAD 83(2011) ELLIP HT-   643.393 (meters)        (06/27/12)   ADJUSTED
 QS0639* NAD 83(2011) EPOCH   -  2010.00
 QS0639* NAVD 88 ORTHO HEIGHT -   663.852 (meters)     2177.99  (feet) ADJUSTED
 QS0639  ______________________________________________________________________
 QS0639  GEOID HEIGHT    -        -20.466 (meters)                     GEOID18
 QS0639  NAD 83(2011) X  -   -880,697.465 (meters)                     COMP
 QS0639  NAD 83(2011) Y  - -4,379,806.235 (meters)                     COMP
 QS0639  NAD 83(2011) Z  -  4,537,812.766 (meters)                     COMP
 QS0639  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 QS0639  DYNAMIC HEIGHT  -        663.778 (meters)     2177.75  (feet) COMP
 QS0639  MODELED GRAVITY -    980,483.5   (mgal)                       NAVD 88
 QS0639
 QS0639  VERT ORDER      -  FIRST     CLASS II
 QS0639
 QS0639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QS0639  Standards:
 QS0639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QS0639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QS0639  -------------------------------------------------------------------
 QS0639  NETWORK    0.55   1.18           0.26   0.17   0.60     -0.06890387
 QS0639  -------------------------------------------------------------------
 QS0639  Click here for local accuracies and other accuracy information.
 QS0639
 QS0639.The horizontal coordinates were established by GPS observations
 QS0639.and adjusted by the National Geodetic Survey in June 2012.
 QS0639
 QS0639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QS0639.been affixed to the stable North American tectonic plate. See 
 QS0639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QS0639
 QS0639.The horizontal coordinates are valid at the epoch date displayed above
 QS0639.which is a decimal equivalence of Year/Month/Day.
 QS0639
 QS0639.The orthometric height was determined by differential leveling and
 QS0639.adjusted by the NATIONAL GEODETIC SURVEY
 QS0639.in June 1991.
 QS0639
 QS0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0639.GEOID18 height accuracy estimate available here.
 QS0639
 QS0639.Click photographs - Photos may exist for this station.
 QS0639
 QS0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0639
 QS0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0639
 QS0639.The ellipsoidal height was determined by GPS observations
 QS0639.and is referenced to NAD 83.
 QS0639
 QS0639.The dynamic height is computed by dividing the NAVD 88
 QS0639.geopotential number by the normal gravity value computed on the
 QS0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0639.degrees latitude (g = 980.6199 gals.).
 QS0639
 QS0639.The modeled gravity was interpolated from observed gravity values.
 QS0639
 QS0639. The following values were computed from the NAD 83(2011) position.
 QS0639
 QS0639;                    North         East     Units Scale Factor Converg.
 QS0639;SPC SD N     -   201,657.980   493,234.222   MT  0.99999190   -0 58 09.3
 QS0639;SPC SD N     -   661,606.22  1,618,219.28   sFT  0.99999190   -0 58 09.3
 QS0639;UTM  14      - 5,056,768.145   315,338.971   MT  1.00001925   -1 41 40.5
 QS0639
 QS0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0639!SPC SD N     -   0.99989914  x   0.99999190  =   0.99989104
 QS0639!UTM  14      -   0.99989914  x   1.00001925  =   0.99991839
 QS0639
 QS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1533856768(NAD 83)
 QS0639
 QS0639                          SUPERSEDED SURVEY CONTROL
 QS0639
 QS0639  NAD 83(2007)-  45 38 23.58186(N)    101 22 10.18438(W) AD(2002.00) 0
 QS0639  ELLIP H (02/10/07)  643.422  (m)                       GP(2002.00)    
 QS0639  ELLIP H (06/23/03)  643.413  (m)                       GP(       ) 3 1
 QS0639  NAD 83(1996)-  45 38 23.58099(N)    101 22 10.18375(W) AD(       ) B
 QS0639  ELLIP H (04/18/97)  643.485  (m)                       GP(       ) 4 1
 QS0639  NAVD 88             663.85   (m)         2178.0    (f) LEVELING    3  
 QS0639
 QS0639.Superseded values are not recommended for survey control.
 QS0639
 QS0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0639.See file dsdata.pdf to determine how the superseded data were derived.
 QS0639
 QS0639_MARKER: I = METAL ROD
 QS0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0639_STAMPING: F 428 1985
 QS0639_MARK LOGO: NGS
 QS0639_PROJECTION: FLUSH
 QS0639_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0639+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 QS0639_ROD/PIPE-DEPTH: 6.10 meters
 QS0639
 QS0639  HISTORY     - Date     Condition        Report By
 QS0639  HISTORY     - 1985     MONUMENTED       NGS
 QS0639  HISTORY     - 19960815 GOOD             NGS
 QS0639  HISTORY     - 20020520 GOOD             SDDT
 QS0639
 QS0639                          STATION DESCRIPTION
 QS0639
 QS0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0639'34.0 KM (21.1 MI) SOUTH FROM MCINTOSH.
 QS0639'34.0 KM (21.15 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0639'HIGHWAY 12 AT MCINTOSH, NEAR MILEPOST 211, 30.8 METERS (101 FT)
 QS0639'EAST-SOUTHEAST OF THE HIGHWAY CENTERLINE, 26.6 METERS (97 FT)
 QS0639'SOUTH-SOUTHEAST OF MILEPOST 211, 9.5 METERS (31 FT) NORTH-NORTHEAST OF
 QS0639'A 4- BY 4-INCH RIGHT-OF-WAY POST AND 0.3 METER (1 FT) WEST-NORTHWEST
 QS0639'OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QS0639'A 5-INCH LOGO CAP.
 QS0639'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0639'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QS0639
 QS0639                          STATION RECOVERY (1996)
 QS0639
 QS0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QS0639'THE STATION IS LOCATED ABOUT 35.7 KM (22.20 MI) SOUTH OF MCINTOSH AND
 QS0639'27.4 KM (17.00 MI) NORTH-NORTHEAST OF ISABEL, ON STATE HIGHWAY 65 AT
 QS0639'MILEPOST 211.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 QS0639'STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND U.S. HIGHWAY 12,
 QS0639'ABOUT 1.9 KM (1.20 MI) EAST OF MCINTOSH, GO SOUTH ON STATE HIGHWAY 65
 QS0639'FOR 29.7 KM (18.45 MI) TO A BRIDGE SPANNING THE GRAND RIVER, CONTINUE
 QS0639'SOUTH ON STATE HIGHWAY 65 FOR 6.0 MI (9.7 KM) TO THE STATION ON THE
 QS0639'LEFT.  THE STATION IS LOCATED 40.5 M (132.9 FT) NORTH-NORTHEAST OF THE
 QS0639'CENTER OF A FIELD ENTRANCE ROAD, 30.3 M (99.4 FT) EAST-SOUTHEAST OF
 QS0639'AND LEVEL WITH THE HIGHWAY CENTERLINE, 26.8 M (87.9 FT)
 QS0639'SOUTH-SOUTHEAST OF MILEPOST 211, 18.0 M (59.1 FT) SOUTH-SOUTHWEST OF A
 QS0639'RIGHT-OF-WAY MARKER, 0.2 M (0.7 FT) SOUTH-SOUTHWEST OF A WITNESS POST,
 QS0639'AND 0.1 M (0.3 FT) WEST-NORTHWEST OF A FENCE.  NOTE--ACCESS TO THE
 QS0639'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0639
 QS0639                          STATION RECOVERY (2002)
 QS0639
 QS0639'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 QS0639'RECOVERED AS DESCRIBED
 QS0639'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0371 ***********************************************************************
 OU0371  DESIGNATION -  F 429
 OU0371  PID         -  OU0371
 OU0371  STATE/COUNTY-  SD/FALL RIVER
 OU0371  COUNTRY     -  US
 OU0371  USGS QUAD   -  TWENTYONE DIVIDE (2017)
 OU0371
 OU0371                         *CURRENT SURVEY CONTROL
 OU0371  ______________________________________________________________________
 OU0371* NAD 83(1986) POSITION- 43 28 23.     (N) 104 00 29.     (W)   SCALED
 OU0371* NAVD 88 ORTHO HEIGHT -  1102.321 (meters)     3616.53  (feet) ADJUSTED
 OU0371  ______________________________________________________________________
 OU0371  GEOID HEIGHT    -        -14.680 (meters)                     GEOID18
 OU0371  DYNAMIC HEIGHT  -       1101.868 (meters)     3615.05  (feet) COMP
 OU0371  MODELED GRAVITY -    980,169.9   (mgal)                       NAVD 88
 OU0371
 OU0371  VERT ORDER      -  FIRST     CLASS II
 OU0371
 OU0371.The horizontal coordinates were scaled from a map and have
 OU0371.an estimated accuracy of +/- 6 seconds.
 OU0371
 OU0371.The orthometric height was determined by differential leveling and
 OU0371.adjusted by the NATIONAL GEODETIC SURVEY
 OU0371.in June 1991.
 OU0371
 OU0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0371.GEOID18 height accuracy estimate available here.
 OU0371
 OU0371.Click photographs - Photos may exist for this station.
 OU0371
 OU0371.The dynamic height is computed by dividing the NAVD 88
 OU0371.geopotential number by the normal gravity value computed on the
 OU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0371.degrees latitude (g = 980.6199 gals.).
 OU0371
 OU0371.The modeled gravity was interpolated from observed gravity values.
 OU0371
 OU0371;                    North         East    Units  Estimated Accuracy
 OU0371;SPC SD S     -   133,190.      302,790.      MT  (+/- 180 meters Scaled)
 OU0371
 OU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ802138(NAD 83)
 OU0371
 OU0371                          SUPERSEDED SURVEY CONTROL
 OU0371
 OU0371.No superseded survey control is available for this station.
 OU0371
 OU0371_MARKER: I = METAL ROD
 OU0371_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0371+WITH SETTING: INFORMATION.
 OU0371_STAMPING: F 429 1985
 OU0371_MARK LOGO: NGS
 OU0371_PROJECTION: FLUSH
 OU0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0371_ROD/PIPE-DEPTH: 3.0 meters
 OU0371
 OU0371  HISTORY     - Date     Condition        Report By
 OU0371  HISTORY     - 1985     MONUMENTED       NGS
 OU0371
 OU0371                          STATION DESCRIPTION
 OU0371
 OU0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0371'26.3 KM (16.35 MI) NORTH FROM EDGEMONT.
 OU0371'26.3 KM (16.35 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OU0371'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OU0371'EDGEMONT, AT THE NORTH END OF A SMALL RANGE OF HILLS, 11.4 METERS
 OU0371'(37.5 FT) WEST OF THE HIGHWAY CENTERLINE, 31.1 METERS (102 FT) EAST OF
 OU0371'THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD AND 3.0 METER (10
 OU0371'FT) SOUTH OF THE FIRST POWER POLE NORTH OF THE HILLS.  NOTE--ACCESS TO
 OU0371'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0371'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0371'THE MARK IS 0.7 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0650 ***********************************************************************
 OT0650  DESIGNATION -  F 430
 OT0650  PID         -  OT0650
 OT0650  STATE/COUNTY-  SD/FALL RIVER
 OT0650  COUNTRY     -  US
 OT0650  USGS QUAD   -  HOT SPRINGS (2017)
 OT0650
 OT0650                         *CURRENT SURVEY CONTROL
 OT0650  ______________________________________________________________________
 OT0650* NAD 83(1986) POSITION- 43 25 16.     (N) 103 27 43.     (W)   SCALED
 OT0650* NAVD 88 ORTHO HEIGHT -  1036.979 (meters)     3402.16  (feet) ADJUSTED
 OT0650  ______________________________________________________________________
 OT0650  GEOID HEIGHT    -        -15.650 (meters)                     GEOID18
 OT0650  DYNAMIC HEIGHT  -       1036.553 (meters)     3400.76  (feet) COMP
 OT0650  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 OT0650
 OT0650  VERT ORDER      -  FIRST     CLASS II
 OT0650
 OT0650.The horizontal coordinates were scaled from a map and have
 OT0650.an estimated accuracy of +/- 6 seconds.
 OT0650
 OT0650.The orthometric height was determined by differential leveling and
 OT0650.adjusted by the NATIONAL GEODETIC SURVEY
 OT0650.in June 1991.
 OT0650
 OT0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0650.GEOID18 height accuracy estimate available here.
 OT0650
 OT0650.Click photographs - Photos may exist for this station.
 OT0650
 OT0650.The dynamic height is computed by dividing the NAVD 88
 OT0650.geopotential number by the normal gravity value computed on the
 OT0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0650.degrees latitude (g = 980.6199 gals.).
 OT0650
 OT0650.The modeled gravity was interpolated from observed gravity values.
 OT0650
 OT0650;                    North         East    Units  Estimated Accuracy
 OT0650;SPC SD S     -   125,610.      346,720.      MT  (+/- 180 meters Scaled)
 OT0650
 OT0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ245087(NAD 83)
 OT0650
 OT0650                          SUPERSEDED SURVEY CONTROL
 OT0650
 OT0650.No superseded survey control is available for this station.
 OT0650
 OT0650_MARKER: DV = VERTICAL CONTROL DISK
 OT0650_SETTING: 66 = SET IN ROCK OUTCROP
 OT0650_STAMPING: F 430 1985
 OT0650_MARK LOGO: NGS
 OT0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0650+STABILITY: POSITION/ELEVATION WELL
 OT0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0650+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0650
 OT0650  HISTORY     - Date     Condition        Report By
 OT0650  HISTORY     - 1985     MONUMENTED       NGS
 OT0650  HISTORY     - 19950410 GOOD             NGS
 OT0650
 OT0650                          STATION DESCRIPTION
 OT0650
 OT0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0650'1.6 KM (1.0 MI) SE FROM HOT SPRINGS.
 OT0650'1.6 KM (1.0 MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR
 OT0650'JUNCTION AT HOT SPRINGS, IN TOP OF THE SOUTHEAST END OF A 1- BY 3-FOOT
 OT0650'SHELF OF SANDSTONE BELOW THE HIGHEST POINT OF A CUT, 0.35 KM (0.2 MI)
 OT0650'NORTHWEST OF MILEPOST 41, 0.25 KM (0.15 MI) SOUTHEAST OF THE US
 OT0650'HIGHWAY 18 BYPASS, 18.3 METERS (60 FT) NORTHEAST OF THE CENTER OF THE
 OT0650'NORTH BOUND LANES OF THE HIGHWAY, 7.5 METERS (24.5 FT) NORTH OF THE
 OT0650'NORTHEAST LEG FOR A SIGN HOT SPRINGS-ARDMORE-MAMMOTH SITE, AND 1.8
 OT0650'METERS (6 FT) ABOVE THE BASE OF THE CUT.
 OT0650'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0650'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 OT0650
 OT0650                          STATION RECOVERY (1995)
 OT0650
 OT0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0650'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAYS 385 AND 18 FROM THE POST
 OT0650'OFFICE IN HOT SPRINGS, NEAR THE SOUTHEAST END OF A 1 BY 3-FOOT EXPOSED
 OT0650'AREA OF BEDROCK IN A HIGHWAY CUT, BELOW THE HIGHEST POINT OF THE CUT,
 OT0650'350.0 M (1148.3 FT) WEST OF MILEPOST 41, 181.0 M (593.8 FT) SOUTHEAST
 OT0650'OF THE INTERSECTION OF U.S. HIGHWAY 18 BYPASS, 18.3 M (60.0 FT)
 OT0650'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OT0650'7.6 M (24.9 FT) NORTH OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN
 OT0650'(HOT SPRINGS ARDMORE MAMMOTH SITE), 1.7 M (5.6 FT) ABOVE THE LEVEL OF
 OT0650'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0675 ***********************************************************************
 OT0675  DESIGNATION -  F 431
 OT0675  PID         -  OT0675
 OT0675  STATE/COUNTY-  SD/CUSTER
 OT0675  COUNTRY     -  US
 OT0675  USGS QUAD   -  HERMOSA (2017)
 OT0675
 OT0675                         *CURRENT SURVEY CONTROL
 OT0675  ______________________________________________________________________
 OT0675* NAD 83(1986) POSITION- 43 50 59.     (N) 103 11 58.     (W)   SCALED
 OT0675* NAVD 88 ORTHO HEIGHT -  1025.129 (meters)     3363.28  (feet) ADJUSTED
 OT0675  ______________________________________________________________________
 OT0675  GEOID HEIGHT    -        -16.043 (meters)                     GEOID18
 OT0675  DYNAMIC HEIGHT  -       1024.751 (meters)     3362.04  (feet) COMP
 OT0675  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 OT0675
 OT0675  VERT ORDER      -  FIRST     CLASS II
 OT0675
 OT0675.The horizontal coordinates were scaled from a map and have
 OT0675.an estimated accuracy of +/- 6 seconds.
 OT0675
 OT0675.The orthometric height was determined by differential leveling and
 OT0675.adjusted by the NATIONAL GEODETIC SURVEY
 OT0675.in June 1991.
 OT0675
 OT0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0675.GEOID18 height accuracy estimate available here.
 OT0675
 OT0675.Click photographs - Photos may exist for this station.
 OT0675
 OT0675.The dynamic height is computed by dividing the NAVD 88
 OT0675.geopotential number by the normal gravity value computed on the
 OT0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0675.degrees latitude (g = 980.6199 gals.).
 OT0675
 OT0675.The modeled gravity was interpolated from observed gravity values.
 OT0675
 OT0675;                    North         East    Units  Estimated Accuracy
 OT0675;SPC SD S     -   172,430.      369,610.      MT  (+/- 180 meters Scaled)
 OT0675
 OT0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ447567(NAD 83)
 OT0675
 OT0675                          SUPERSEDED SURVEY CONTROL
 OT0675
 OT0675.No superseded survey control is available for this station.
 OT0675
 OT0675_MARKER: I = METAL ROD
 OT0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0675_STAMPING: F 431 1985
 OT0675_MARK LOGO: NGS
 OT0675_PROJECTION: FLUSH
 OT0675_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0675+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 OT0675_ROD/PIPE-DEPTH: 3.6 meters
 OT0675
 OT0675  HISTORY     - Date     Condition        Report By
 OT0675  HISTORY     - 1985     MONUMENTED       NGS
 OT0675  HISTORY     - 19950501 GOOD             NGS
 OT0675
 OT0675                          STATION DESCRIPTION
 OT0675
 OT0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0675'1.1 KM (0.7 MI) NORTH FROM HERMOSA.
 OT0675'1.15 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0675'STATE HIGHWAY 40 EAST AT HERMOSA, ON THE TOP OF A SMALL LOW RIDGE, 0.3
 OT0675'KM (0.2 MI) NORTH OF MILEPOST 61, 0.15 KM (0.1 MI) NORTH OF A BRIDGE,
 OT0675'35.6 METERS (117 FT) EAST OF THE HIGHWAY CENTERLINE, 46.8 METERS
 OT0675'(153.5 FT) NORTH OF THE NORTH END OF A WIRE GATE AND 0.3 METER (1 FT)
 OT0675'WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 OT0675'THROUGH A 5-INCH LOGO CAP.
 OT0675'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0675'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OT0675
 OT0675                          STATION RECOVERY (1995)
 OT0675
 OT0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0675'0.6 KM (0.35 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OT0675'HERMOSA, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG STATE HIGHWAY 79,
 OT0675'339.0 M (1112.2 FT) NORTH OF MILEPOST 61, 51.0 M (167.3 FT) NORTH OF
 OT0675'THE CENTER OF A DRIVEWAY AND GATE, 35.6 M (116.8 FT) EAST OF AND LEVEL
 OT0675'WITH THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) WEST OF A FENCE, AND 0.3 M
 OT0675'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OT0675'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0647 ***********************************************************************
 OS0647  DESIGNATION -  F 432
 OS0647  PID         -  OS0647
 OS0647  STATE/COUNTY-  SD/JACKSON
 OS0647  COUNTRY     -  US
 OS0647  USGS QUAD   -  STAMFORD NW (2017)
 OS0647
 OS0647                         *CURRENT SURVEY CONTROL
 OS0647  ______________________________________________________________________
 OS0647* NAD 83(1986) POSITION- 43 58 35.     (N) 101 08 38.     (W)   SCALED
 OS0647* NAVD 88 ORTHO HEIGHT -   667.050 (meters)     2188.48  (feet) ADJUSTED
 OS0647  ______________________________________________________________________
 OS0647  GEOID HEIGHT    -        -22.960 (meters)                     GEOID18
 OS0647  DYNAMIC HEIGHT  -        666.847 (meters)     2187.81  (feet) COMP
 OS0647  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 OS0647
 OS0647  VERT ORDER      -  FIRST     CLASS II
 OS0647
 OS0647.The horizontal coordinates were scaled from a map and have
 OS0647.an estimated accuracy of +/- 6 seconds.
 OS0647
 OS0647.The orthometric height was determined by differential leveling and
 OS0647.adjusted by the NATIONAL GEODETIC SURVEY
 OS0647.in June 1991.
 OS0647
 OS0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0647.GEOID18 height accuracy estimate available here.
 OS0647
 OS0647.Click photographs - Photos may exist for this station.
 OS0647
 OS0647.The dynamic height is computed by dividing the NAVD 88
 OS0647.geopotential number by the normal gravity value computed on the
 OS0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0647.degrees latitude (g = 980.6199 gals.).
 OS0647
 OS0647.The modeled gravity was interpolated from observed gravity values.
 OS0647
 OS0647;                    North         East    Units  Estimated Accuracy
 OS0647;SPC SD S     -   182,850.      534,970.      MT  (+/- 180 meters Scaled)
 OS0647
 OS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP280714(NAD 83)
 OS0647
 OS0647                          SUPERSEDED SURVEY CONTROL
 OS0647
 OS0647.No superseded survey control is available for this station.
 OS0647
 OS0647_MARKER: I = METAL ROD
 OS0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0647_STAMPING: F 432 1985
 OS0647_MARK LOGO: NGS
 OS0647_PROJECTION: FLUSH
 OS0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0647+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0647_ROD/PIPE-DEPTH: 6.1 meters
 OS0647
 OS0647  HISTORY     - Date     Condition        Report By
 OS0647  HISTORY     - 1985     MONUMENTED       NGS
 OS0647  HISTORY     - 20130116 GOOD             INDIV
 OS0647
 OS0647                          STATION DESCRIPTION
 OS0647
 OS0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0647'11.0 KM (6.85 MI) SOUTH FROM MIDLAND.
 OS0647'10.98 KM (6.82 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF
 OS0647'US HIGHWAY 14 AT MIDLAND, AT THE SOUTH END OF A CUT, AT THE SOUTH END
 OS0647'OF A CURVE, 30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE, 101.2
 OS0647'METERS (332 FT) NORTH-NORTHEAST OF MILEPOST 90, 3.8 METERS (12.5 FT)
 OS0647'SOUTH OF THE SOUTH END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE AND
 OS0647'0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OS0647'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0647'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OS0647'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OS0647
 OS0647                          STATION RECOVERY (2013)
 OS0647
 OS0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0929 ***********************************************************************
 PT0929  DESIGNATION -  F 433
 PT0929  PID         -  PT0929
 PT0929  STATE/COUNTY-  SD/STANLEY
 PT0929  COUNTRY     -  US
 PT0929  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0929
 PT0929                         *CURRENT SURVEY CONTROL
 PT0929  ______________________________________________________________________
 PT0929* NAD 83(1986) POSITION- 44 31 48.     (N) 101 08 06.     (W)   SCALED
 PT0929* NAVD 88 ORTHO HEIGHT -   678.833 (meters)     2227.14  (feet) ADJUSTED
 PT0929  ______________________________________________________________________
 PT0929  GEOID HEIGHT    -        -22.071 (meters)                     GEOID18
 PT0929  DYNAMIC HEIGHT  -        678.668 (meters)     2226.60  (feet) COMP
 PT0929  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 PT0929
 PT0929  VERT ORDER      -  FIRST     CLASS II
 PT0929
 PT0929.The horizontal coordinates were scaled from a map and have
 PT0929.an estimated accuracy of +/- 6 seconds.
 PT0929
 PT0929.The orthometric height was determined by differential leveling and
 PT0929.adjusted by the NATIONAL GEODETIC SURVEY
 PT0929.in June 1991.
 PT0929
 PT0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0929.GEOID18 height accuracy estimate available here.
 PT0929
 PT0929.Click photographs - Photos may exist for this station.
 PT0929
 PT0929.The dynamic height is computed by dividing the NAVD 88
 PT0929.geopotential number by the normal gravity value computed on the
 PT0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0929.degrees latitude (g = 980.6199 gals.).
 PT0929
 PT0929.The modeled gravity was interpolated from observed gravity values.
 PT0929
 PT0929;                    North         East    Units  Estimated Accuracy
 PT0929;SPC SD S     -   244,350.      536,280.      MT  (+/- 180 meters Scaled)
 PT0929
 PT0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ303329(NAD 83)
 PT0929
 PT0929                          SUPERSEDED SURVEY CONTROL
 PT0929
 PT0929.No superseded survey control is available for this station.
 PT0929
 PT0929_MARKER: I = METAL ROD
 PT0929_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0929_STAMPING: F 433 1985
 PT0929_MARK LOGO: NGS
 PT0929_PROJECTION: FLUSH
 PT0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0929_ROD/PIPE-DEPTH: 4.6 meters
 PT0929
 PT0929  HISTORY     - Date     Condition        Report By
 PT0929  HISTORY     - 1985     MONUMENTED       NGS
 PT0929
 PT0929                          STATION DESCRIPTION
 PT0929
 PT0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0929'53.2 KM (33.05 MI) NORTH FROM MIDLAND.
 PT0929'53.17 KM (33.05 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0929'FROM THEIR JUNCTION AT MIDLAND, AT THE NORTH END OF A CUT, 0.68 KM
 PT0929'(0.42 MI) NORTH OF THE JUNCTION OF KIRLEY ROAD, 16.8 METER (55 FT)
 PT0929'EAST OF THE HIGHWAY CENTERLINE, 17.7 METERS (58 FT) SOUTHEAST OF
 PT0929'MILEPOST 130 AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 PT0929'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0929'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0929'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0661 ***********************************************************************
 OS0661  DESIGNATION -  F 434
 OS0661  PID         -  OS0661
 OS0661  STATE/COUNTY-  SD/JONES
 OS0661  COUNTRY     -  US
 OS0661  USGS QUAD   -  OKATON (2017)
 OS0661
 OS0661                         *CURRENT SURVEY CONTROL
 OS0661  ______________________________________________________________________
 OS0661* NAD 83(1986) POSITION- 43 53 36.75   (N) 100 59 02.11   (W)   HD_HELD1
 OS0661* NAVD 88 ORTHO HEIGHT -   714.101 (meters)     2342.85  (feet) ADJUSTED
 OS0661  ______________________________________________________________________
 OS0661  GEOID HEIGHT    -        -23.435 (meters)                     GEOID18
 OS0661  DYNAMIC HEIGHT  -        713.865 (meters)     2342.07  (feet) COMP
 OS0661  MODELED GRAVITY -    980,266.3   (mgal)                       NAVD 88
 OS0661
 OS0661  VERT ORDER      -  FIRST     CLASS II
 OS0661
 OS0661.The horizontal coordinates were determined by differentially corrected
 OS0661.hand held GPS observations or other comparable positioning techniques
 OS0661.and have an estimated accuracy of +/- 3 meters.
 OS0661
 OS0661.The orthometric height was determined by differential leveling and
 OS0661.adjusted by the NATIONAL GEODETIC SURVEY
 OS0661.in June 1991.
 OS0661
 OS0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0661.GEOID18 height accuracy estimate available here.
 OS0661
 OS0661.Click photographs - Photos may exist for this station.
 OS0661
 OS0661.The dynamic height is computed by dividing the NAVD 88
 OS0661.geopotential number by the normal gravity value computed on the
 OS0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0661.degrees latitude (g = 980.6199 gals.).
 OS0661
 OS0661.The modeled gravity was interpolated from observed gravity values.
 OS0661
 OS0661;                    North         East    Units  Estimated Accuracy
 OS0661;SPC SD S     -   173,531.8     547,730.6     MT  (+/- 3 meters HH1 GPS) 
 OS0661
 OS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4065561961(NAD 83)
 OS0661
 OS0661                          SUPERSEDED SURVEY CONTROL
 OS0661
 OS0661.No superseded survey control is available for this station.
 OS0661
 OS0661_MARKER: I = METAL ROD
 OS0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0661_STAMPING: F 434 1985
 OS0661_MARK LOGO: NGS
 OS0661_PROJECTION: FLUSH
 OS0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0661+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0661_ROD/PIPE-DEPTH: 3.4 meters
 OS0661
 OS0661  HISTORY     - Date     Condition        Report By
 OS0661  HISTORY     - 1985     MONUMENTED       NGS
 OS0661  HISTORY     - 20130114 GOOD             INDIV
 OS0661
 OS0661                          STATION DESCRIPTION
 OS0661
 OS0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0661'7.8 KM (4.85 MI) WEST FROM OKATON.
 OS0661'7.79 KM (4.84 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0661'OF I 90 EXIT 183 AT OKATON, IN THE SOUTHEAST CORNER OF A FIELD ACCESS
 OS0661'ROAD, 29.6 METERS (97 FT) SOUTH OF THE CENTER OF THE ROAD, 6.4 METERS
 OS0661'(21 FT) EAST OF THE CENTER OF THE FIELD ROAD, 43.4 METERS (142.5 FT)
 OS0661'WEST OF A POWER POLE, 17.1 METERS (56 FT) SOUTH OF THE SOUTH END OF A
 OS0661'12-INCH CONCRETE PIPE CULVERT AND 0.3 METER (1 FT) NORTH OF THE
 OS0661'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OS0661'5-INCH LOGO CAP.
 OS0661'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0661'THE MARK IS 1.3 M ABOVE THE ROAD.
 OS0661
 OS0661                          STATION RECOVERY (2013)
 OS0661
 OS0661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0700 ***********************************************************************
 OT0700  DESIGNATION -  F 435
 OT0700  PID         -  OT0700
 OT0700  STATE/COUNTY-  SD/PENNINGTON
 OT0700  COUNTRY     -  US
 OT0700  USGS QUAD   -  CRESTON (2017)
 OT0700
 OT0700                         *CURRENT SURVEY CONTROL
 OT0700  ______________________________________________________________________
 OT0700* NAD 83(1986) POSITION- 43 53 01.     (N) 102 38 03.     (W)   SCALED
 OT0700* NAVD 88 ORTHO HEIGHT -   818.652 (meters)     2685.86  (feet) ADJUSTED
 OT0700  ______________________________________________________________________
 OT0700  GEOID HEIGHT    -        -17.923 (meters)                     GEOID18
 OT0700  DYNAMIC HEIGHT  -        818.398 (meters)     2685.03  (feet) COMP
 OT0700  MODELED GRAVITY -    980,281.2   (mgal)                       NAVD 88
 OT0700
 OT0700  VERT ORDER      -  FIRST     CLASS II
 OT0700
 OT0700.The horizontal coordinates were scaled from a map and have
 OT0700.an estimated accuracy of +/- 6 seconds.
 OT0700
 OT0700.The orthometric height was determined by differential leveling and
 OT0700.adjusted by the NATIONAL GEODETIC SURVEY
 OT0700.in June 1991.
 OT0700
 OT0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0700.GEOID18 height accuracy estimate available here.
 OT0700
 OT0700.Click photographs - Photos may exist for this station.
 OT0700
 OT0700.The dynamic height is computed by dividing the NAVD 88
 OT0700.geopotential number by the normal gravity value computed on the
 OT0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0700.degrees latitude (g = 980.6199 gals.).
 OT0700
 OT0700.The modeled gravity was interpolated from observed gravity values.
 OT0700
 OT0700;                    North         East    Units  Estimated Accuracy
 OT0700;SPC SD S     -   174,790.      415,140.      MT  (+/- 180 meters Scaled)
 OT0700
 OT0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ900616(NAD 83)
 OT0700
 OT0700                          SUPERSEDED SURVEY CONTROL
 OT0700
 OT0700.No superseded survey control is available for this station.
 OT0700
 OT0700_MARKER: I = METAL ROD
 OT0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0700_STAMPING: F 435 1985
 OT0700_MARK LOGO: NGS
 OT0700_PROJECTION: FLUSH
 OT0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0700+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OT0700_ROD/PIPE-DEPTH: 8.8 meters
 OT0700
 OT0700  HISTORY     - Date     Condition        Report By
 OT0700  HISTORY     - 1985     MONUMENTED       NGS
 OT0700  HISTORY     - 20120725 GOOD             INDIV
 OT0700
 OT0700                          STATION DESCRIPTION
 OT0700
 OT0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0700'13.4 KM (8.3 MI) NW FROM SCENIC.
 OT0700'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0700'IN SCENIC, THENCE 12.7 KM (7.95 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0700'1.6 KM (1.0 MI) SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER THE
 OT0700'CHEYENNE RIVER, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 80, 0.33 KM (0.2
 OT0700'MI) NORTHWEST OF THE T JUNCTION OF A PRIVATE RANCH ROAD LEADING WEST,
 OT0700'AT THE SUMMIT OF A GRADE, 30.2 METERS (99 FT) SOUTHWEST OF THE HIGHWAY
 OT0700'CENTERLINE, 1.3 METERS (4.5 FT) SOUTHEAST OF THE NORTHWEST END OF A
 OT0700'WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) NORTHEAST OF THE
 OT0700'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0700'5-INCH LOGO CAP.
 OT0700'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0700'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 OT0700
 OT0700                          STATION RECOVERY (2012)
 OT0700
 OT0700'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0614 ***********************************************************************
 OS0614  CBN         -  This is a Cooperative Base Network Control Station.
 OS0614  DESIGNATION -  F 436
 OS0614  PID         -  OS0614
 OS0614  STATE/COUNTY-  SD/JACKSON
 OS0614  COUNTRY     -  US
 OS0614  USGS QUAD   -  INTERIOR (2017)
 OS0614
 OS0614                         *CURRENT SURVEY CONTROL
 OS0614  ______________________________________________________________________
 OS0614* NAD 83(2011) POSITION- 43 43 14.76413(N) 101 59 34.12871(W)   ADJUSTED
 OS0614* NAD 83(2011) ELLIP HT-   698.064 (meters)        (06/27/12)   ADJUSTED
 OS0614* NAD 83(2011) EPOCH   -  2010.00
 OS0614* NAVD 88 ORTHO HEIGHT -   717.870 (meters)     2355.21  (feet) ADJUSTED
 OS0614  ______________________________________________________________________
 OS0614  GEOID HEIGHT    -        -19.860 (meters)                     GEOID18
 OS0614  NAD 83(2011) X  -   -959,461.233 (meters)                     COMP
 OS0614  NAD 83(2011) Y  - -4,516,695.808 (meters)                     COMP
 OS0614  NAD 83(2011) Z  -  4,386,203.876 (meters)                     COMP
 OS0614  LAPLACE CORR    -         -7.43  (seconds)                    DEFLEC18
 OS0614  DYNAMIC HEIGHT  -        717.640 (meters)     2354.46  (feet) COMP
 OS0614  MODELED GRAVITY -    980,276.4   (mgal)                       NAVD 88
 OS0614
 OS0614  VERT ORDER      -  FIRST     CLASS II
 OS0614
 OS0614  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0614  Standards:
 OS0614         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0614            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0614  -------------------------------------------------------------------
 OS0614  NETWORK    0.48   1.02           0.22   0.16   0.52     -0.03388980
 OS0614  -------------------------------------------------------------------
 OS0614  Click here for local accuracies and other accuracy information.
 OS0614
 OS0614.The horizontal coordinates were established by GPS observations
 OS0614.and adjusted by the National Geodetic Survey in June 2012.
 OS0614
 OS0614.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0614.been affixed to the stable North American tectonic plate. See 
 OS0614.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0614
 OS0614.The horizontal coordinates are valid at the epoch date displayed above
 OS0614.which is a decimal equivalence of Year/Month/Day.
 OS0614
 OS0614.The orthometric height was determined by differential leveling and
 OS0614.adjusted by the NATIONAL GEODETIC SURVEY
 OS0614.in June 1991.
 OS0614
 OS0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0614.GEOID18 height accuracy estimate available here.
 OS0614
 OS0614.Click photographs - Photos may exist for this station.
 OS0614
 OS0614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0614
 OS0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0614
 OS0614.The ellipsoidal height was determined by GPS observations
 OS0614.and is referenced to NAD 83.
 OS0614
 OS0614.The dynamic height is computed by dividing the NAVD 88
 OS0614.geopotential number by the normal gravity value computed on the
 OS0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0614.degrees latitude (g = 980.6199 gals.).
 OS0614
 OS0614.The modeled gravity was interpolated from observed gravity values.
 OS0614
 OS0614. The following values were computed from the NAD 83(2011) position.
 OS0614
 OS0614;                    North         East     Units Scale Factor Converg.
 OS0614;SPC SD S     -   155,467.903   466,297.906   MT  0.99990846   -1 08 41.3
 OS0614;SPC SD S     -   510,064.28  1,529,845.71   sFT  0.99990846   -1 08 41.3
 OS0614;UTM  14      - 4,845,213.501   258,926.322   MT  1.00031489   -2 04 10.1
 OS0614;UTM  13      - 4,845,255.438   742,231.479   MT  1.00032177   +2 04 45.9
 OS0614
 OS0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0614!SPC SD S     -   0.99989055  x   0.99990846  =   0.99979902
 OS0614!UTM  14      -   0.99989055  x   1.00031489  =   1.00020540
 OS0614!UTM  13      -   0.99989055  x   1.00032177  =   1.00021228
 OS0614
 OS0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP5892645213(NAD 83)
 OS0614
 OS0614                          SUPERSEDED SURVEY CONTROL
 OS0614
 OS0614  NAD 83(2007)-  43 43 14.76402(N)    101 59 34.12981(W) AD(2002.00) 0
 OS0614  ELLIP H (02/10/07)  698.092  (m)                       GP(2002.00)    
 OS0614  ELLIP H (06/23/03)  698.092  (m)                       GP(       ) 3 1
 OS0614  NAD 83(1996)-  43 43 14.76334(N)    101 59 34.13010(W) AD(       ) B
 OS0614  ELLIP H (04/18/97)  698.108  (m)                       GP(       ) 4 1
 OS0614  NAVD 88 (06/23/03)  718.0    (m)  GEOID99  model used  GPS OBS        
 OS0614  NAVD 88             717.87   (m)         2355.2    (f) LEVELING    3  
 OS0614
 OS0614.Superseded values are not recommended for survey control.
 OS0614
 OS0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0614.See file dsdata.pdf to determine how the superseded data were derived.
 OS0614
 OS0614_MARKER: I = METAL ROD
 OS0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0614_STAMPING: F 436 1985
 OS0614_MARK LOGO: NGS
 OS0614_PROJECTION: FLUSH
 OS0614_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0614+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0614_ROD/PIPE-DEPTH: 7.30 meters
 OS0614
 OS0614  HISTORY     - Date     Condition        Report By
 OS0614  HISTORY     - 1985     MONUMENTED       NGS
 OS0614  HISTORY     - 19960523 GOOD             NGS
 OS0614  HISTORY     - 20020514 GOOD             SDDT
 OS0614  HISTORY     - 20130116 GOOD             INDIV
 OS0614
 OS0614                          STATION DESCRIPTION
 OS0614
 OS0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0614'1.3 KM (0.8 MI) WEST FROM INTERIOR.
 OS0614'1.3 KM (0.8 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF STATE
 OS0614'HIGHWAY 377 IN INTERIOR, AT THE NORTHEAST END OF A CURVE, 0.4 KM
 OS0614'(0.25 MI) SOUTHWEST OF MILEPOST 119, 0.1 KM (0.05 MI) SOUTHWEST OF THE
 OS0614'JUNCTION OF A DIRT ROAD LEADING NORTHEAST INTO INTERIOR, 22.5 METERS
 OS0614'(74 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 19.0 METERS (62.5 FT)
 OS0614'WEST OF THE NORTHWEST END OF THE SOUTHWEST ONE OF THREE 36-INCH METAL
 OS0614'PIPE CULVERTS, 4.0 METERS (13 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 OS0614'WIRE GATE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 OS0614'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0614'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OS0614'THE MARK IS 1.7 M BELOW THE HIGHWAY.
 OS0614
 OS0614                          STATION RECOVERY (1996)
 OS0614
 OS0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0614'THE STATION IS LOCATED ABOUT 60.0 MI (96.6 KM) SOUTHEAST OF RAPID
 OS0614'CITY, 25.0 MI (40.2 KM) SOUTHEAST OF WALL, AND 0.8 MI (1.3 KM) WEST OF
 OS0614'INTERIOR, ON STATE HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 OS0614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 377 IN
 OS0614'INTERIOR, GO WEST ON STATE HIGHWAY 44 FOR 0.8 MI (1.3 KM) TO THE
 OS0614'STATION ON THE RIGHT.  THE STATION IS LOCATED 73.8 FT (22.5 M)
 OS0614'NORTHWEST OF THE HIGHWAY CENTERLINE, 62.3 FT (19.0 M) WEST OF THE
 OS0614'NORTHWEST END OF THE MOST SOUTHWESTERLY OF 3 PIPE CULVERTS, 13.1 FT
 OS0614'(4.0 M) SOUTHWEST OF THE SOUTHWEST END OF A GATE, 1.0 FT (0.3 M)
 OS0614'SOUTHEAST OF A FENCE, AND 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 OS0614'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0614
 OS0614                          STATION RECOVERY (2002)
 OS0614
 OS0614'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OS0614'RECOVERED AS DESCRIBED
 OS0614'
 OS0614
 OS0614                          STATION RECOVERY (2013)
 OS0614
 OS0614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0598 ***********************************************************************
 QS0598  DESIGNATION -  F 438
 QS0598  PID         -  QS0598
 QS0598  STATE/COUNTY-  SD/ZIEBACH
 QS0598  COUNTRY     -  US
 QS0598  USGS QUAD   -  DUPREE NE (2017)
 QS0598
 QS0598                         *CURRENT SURVEY CONTROL
 QS0598  ______________________________________________________________________
 QS0598* NAD 83(1986) POSITION- 45 09 16.     (N) 101 33 54.     (W)   SCALED
 QS0598* NAVD 88 ORTHO HEIGHT -   709.459 (meters)     2327.62  (feet) ADJUSTED
 QS0598  ______________________________________________________________________
 QS0598  GEOID HEIGHT    -        -20.543 (meters)                     GEOID18
 QS0598  DYNAMIC HEIGHT  -        709.328 (meters)     2327.19  (feet) COMP
 QS0598  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 QS0598
 QS0598  VERT ORDER      -  FIRST     CLASS II
 QS0598
 QS0598.The horizontal coordinates were scaled from a map and have
 QS0598.an estimated accuracy of +/- 6 seconds.
 QS0598
 QS0598.The orthometric height was determined by differential leveling and
 QS0598.adjusted by the NATIONAL GEODETIC SURVEY
 QS0598.in June 1991.
 QS0598
 QS0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0598.GEOID18 height accuracy estimate available here.
 QS0598
 QS0598.Click photographs - Photos may exist for this station.
 QS0598
 QS0598.The dynamic height is computed by dividing the NAVD 88
 QS0598.geopotential number by the normal gravity value computed on the
 QS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0598.degrees latitude (g = 980.6199 gals.).
 QS0598
 QS0598.The modeled gravity was interpolated from observed gravity values.
 QS0598
 QS0598;                    North         East    Units  Estimated Accuracy
 QS0598;SPC SD N     -   148,000.      476,950.      MT  (+/- 180 meters Scaled)
 QS0598
 QS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR983033(NAD 83)
 QS0598
 QS0598                          SUPERSEDED SURVEY CONTROL
 QS0598
 QS0598.No superseded survey control is available for this station.
 QS0598
 QS0598_MARKER: I = METAL ROD
 QS0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0598_STAMPING: F 438 1985
 QS0598_MARK LOGO: NGS
 QS0598_PROJECTION: FLUSH
 QS0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0598+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0598_ROD/PIPE-DEPTH: 4.9 meters
 QS0598
 QS0598  HISTORY     - Date     Condition        Report By
 QS0598  HISTORY     - 1985     MONUMENTED       NGS
 QS0598  HISTORY     - 20120724 GOOD             INDIV
 QS0598
 QS0598                          STATION DESCRIPTION
 QS0598
 QS0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0598'14.4 KM (8.95 MI) NORTH FROM DUPREE.
 QS0598'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0598'STREET AT DUPREE, THENCE 11.54 KM (7.7 MI) NORTH ALONG STATE HIGHWAY
 QS0598'65, IN TOP OF THE WEST END OF A SHORT LOW CUT, 0.09 KM (0.06 MI) EAST
 QS0598'OF THE EAST END OF A SHARP CURVE, 0.23 KM (0.14 MI) NORTHEAST OF
 QS0598'MILEPOST 171, 11.6 METERS (38 FT) NORTH OF THE HIGHWAY CENTERLINE,
 QS0598'12.0 METERS (39.5 FT) EAST-SOUTHEAST OF A POWER POLE AND 0.3 METER (1
 QS0598'FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QS0598'HAD THROUGH A 5-INCH LOGO CAP.
 QS0598'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0598
 QS0598                          STATION RECOVERY (2012)
 QS0598
 QS0598'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0040 ***********************************************************************
 OR0040  DESIGNATION -  F 44
 OR0040  PID         -  OR0040
 OR0040  STATE/COUNTY-  SD/DAVISON
 OR0040  COUNTRY     -  US
 OR0040  USGS QUAD   -  LOOMIS (2017)
 OR0040
 OR0040                         *CURRENT SURVEY CONTROL
 OR0040  ______________________________________________________________________
 OR0040* NAD 83(1986) POSITION- 43 49 57.     (N) 098 07 08.     (W)   SCALED
 OR0040* NAVD 88 ORTHO HEIGHT -   397.798 (meters)     1305.11  (feet) ADJUSTED
 OR0040  ______________________________________________________________________
 OR0040  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 OR0040  DYNAMIC HEIGHT  -        397.706 (meters)     1304.81  (feet) COMP
 OR0040  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 OR0040
 OR0040  VERT ORDER      -  FIRST     CLASS II
 OR0040
 OR0040.The horizontal coordinates were scaled from a map and have
 OR0040.an estimated accuracy of +/- 6 seconds.
 OR0040
 OR0040.The orthometric height was determined by differential leveling and
 OR0040.adjusted by the NATIONAL GEODETIC SURVEY
 OR0040.in June 1991.
 OR0040
 OR0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0040.GEOID18 height accuracy estimate available here.
 OR0040
 OR0040.Click photographs - Photos may exist for this station.
 OR0040
 OR0040.The dynamic height is computed by dividing the NAVD 88
 OR0040.geopotential number by the normal gravity value computed on the
 OR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0040.degrees latitude (g = 980.6199 gals.).
 OR0040
 OR0040.The modeled gravity was interpolated from observed gravity values.
 OR0040
 OR0040;                    North         East    Units  Estimated Accuracy
 OR0040;SPC SD S     -   168,920.      778,080.      MT  (+/- 180 meters Scaled)
 OR0040
 OR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP708536(NAD 83)
 OR0040
 OR0040                          SUPERSEDED SURVEY CONTROL
 OR0040
 OR0040  NGVD 29 (??/??/92)  397.502  (m)         1304.14   (f) ADJ UNCH    1 2
 OR0040
 OR0040.Superseded values are not recommended for survey control.
 OR0040
 OR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0040.See file dsdata.pdf to determine how the superseded data were derived.
 OR0040
 OR0040_MARKER: DB = BENCH MARK DISK
 OR0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0040_STAMPING: F 44 1934
 OR0040_MARK LOGO: CGS
 OR0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0040+STABILITY: SURFACE MOTION
 OR0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0040+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 OR0040
 OR0040  HISTORY     - Date     Condition        Report By
 OR0040  HISTORY     - 1934     MONUMENTED       CGS
 OR0040  HISTORY     - 1964     GOOD             CGS
 OR0040  HISTORY     - 20120123 GOOD             INDIV
 OR0040
 OR0040                          STATION DESCRIPTION
 OR0040
 OR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0040'4.6 MI S FROM LETCHER.
 OR0040'IN DAVISON COUNTY, ABOUT 4.6 MILES SOUTH ALONG THE CHICAGO,
 OR0040'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE
 OR0040'AT LETCHER, SANBORN COUNTY, AT A ROAD CROSSING, 30 FEET NORTH
 OR0040'OF THE CENTER LINE OF THE ROAD, 45 FEET WEST OF THE CENTER LINE
 OR0040'OF THE TRACK, AND 3 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER.
 OR0040'A STANDARD DISK, STAMPED F 44 1934 AND SET IN THE TOP OF A
 OR0040'CONCRETE POST.
 OR0040
 OR0040                          STATION RECOVERY (1964)
 OR0040
 OR0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 OR0040'RECOVERED IN GOOD CONDITION.
 OR0040
 OR0040                          STATION RECOVERY (2012)
 OR0040
 OR0040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0041 ***********************************************************************
 OR0041  DESIGNATION -  F 44 RESET
 OR0041  PID         -  OR0041
 OR0041  STATE/COUNTY-  SD/DAVISON
 OR0041  COUNTRY     -  US
 OR0041  USGS QUAD   -  LOOMIS (2017)
 OR0041
 OR0041                         *CURRENT SURVEY CONTROL
 OR0041  ______________________________________________________________________
 OR0041* NAD 83(1986) POSITION- 43 49 58.     (N) 098 07 08.     (W)   SCALED
 OR0041* NAVD 88 ORTHO HEIGHT -   398.02  (meters)     1305.8   (feet) RESET
 OR0041  ______________________________________________________________________
 OR0041  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 OR0041  VERT ORDER      -  THIRD
 OR0041
 OR0041.The horizontal coordinates were scaled from a map and have
 OR0041.an estimated accuracy of +/- 6 seconds.
 OR0041
 OR0041.The orthometric height was computed from unverified reset data.
 OR0041
 OR0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0041.GEOID18 height accuracy estimate available here.
 OR0041
 OR0041.Click photographs - Photos may exist for this station.
 OR0041
 OR0041;                    North         East    Units  Estimated Accuracy
 OR0041;SPC SD S     -   168,950.      778,070.      MT  (+/- 180 meters Scaled)
 OR0041
 OR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP708536(NAD 83)
 OR0041
 OR0041                          SUPERSEDED SURVEY CONTROL
 OR0041
 OR0041.No superseded survey control is available for this station.
 OR0041
 OR0041_MARKER: DB = BENCH MARK DISK
 OR0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0041_STAMPING: F 44 RESET 1965
 OR0041_MARK LOGO: CGS
 OR0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0041+STABILITY: SURFACE MOTION
 OR0041
 OR0041  HISTORY     - Date     Condition        Report By
 OR0041  HISTORY     - 1965     MONUMENTED       SDHD
 OR0041
 OR0041                          STATION DESCRIPTION
 OR0041
 OR0041'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1965
 OR0041'4.6 MI S FROM LETCHER.
 OR0041'ABOUT 4.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0041'AND PACIFIC RAILROAD FROM THE POST OFFICE AT LETCHER, SANBORN
 OR0041'COUNTY, AT A ROAD CROSSING, 54 FEET NORTH OF THE CENTERLINE
 OR0041'OF THE ROAD, 47 FEET WEST OF THE CENTERLINE OF THE TRACK, 1.0
 OR0041'FOOT SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 OR0041'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1983 ***********************************************************************
 NM1983  DESIGNATION -  F 447
 NM1983  PID         -  NM1983
 NM1983  STATE/COUNTY-  SD/UNION
 NM1983  COUNTRY     -  US
 NM1983  USGS QUAD   -  ALSEN (2017)
 NM1983
 NM1983                         *CURRENT SURVEY CONTROL
 NM1983  ______________________________________________________________________
 NM1983* NAD 83(1986) POSITION- 42 58 57.82   (N) 096 47 40.85   (W)   HD_HELD1
 NM1983* NAVD 88 ORTHO HEIGHT -   418.514 (meters)     1373.07  (feet) ADJUSTED
 NM1983  ______________________________________________________________________
 NM1983  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 NM1983  DYNAMIC HEIGHT  -        418.402 (meters)     1372.71  (feet) COMP
 NM1983  MODELED GRAVITY -    980,340.7   (mgal)                       NAVD 88
 NM1983
 NM1983  VERT ORDER      -  FIRST     CLASS II
 NM1983
 NM1983.The horizontal coordinates were determined by differentially corrected
 NM1983.hand held GPS observations or other comparable positioning techniques
 NM1983.and have an estimated accuracy of +/- 3 meters.
 NM1983
 NM1983.The orthometric height was determined by differential leveling and
 NM1983.adjusted by the NATIONAL GEODETIC SURVEY
 NM1983.in June 1991.
 NM1983
 NM1983.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1983.GEOID18 height accuracy estimate available here.
 NM1983
 NM1983.Click photographs - Photos may exist for this station.
 NM1983
 NM1983.The dynamic height is computed by dividing the NAVD 88
 NM1983.geopotential number by the normal gravity value computed on the
 NM1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1983.degrees latitude (g = 980.6199 gals.).
 NM1983
 NM1983.The modeled gravity was interpolated from observed gravity values.
 NM1983
 NM1983;                    North         East    Units  Estimated Accuracy
 NM1983;SPC SD S     -    78,289.9     888,529.4     MT  (+/- 3 meters HH1 GPS) 
 NM1983
 NM1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7980561256(NAD 83)
 NM1983
 NM1983                          SUPERSEDED SURVEY CONTROL
 NM1983
 NM1983.No superseded survey control is available for this station.
 NM1983
 NM1983_MARKER: I = METAL ROD
 NM1983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1983_STAMPING: F 447 1990
 NM1983_MARK LOGO: NGS
 NM1983_PROJECTION: PROJECTING 16 CENTIMETERS
 NM1983_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1983+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2012
 NM1983_ROD/PIPE-DEPTH: 10.4 meters
 NM1983_SLEEVE-DEPTH  : 0.9 meters
 NM1983
 NM1983  HISTORY     - Date     Condition        Report By
 NM1983  HISTORY     - 1990     MONUMENTED       NGS
 NM1983  HISTORY     - 20120527 GOOD             INDIV
 NM1983
 NM1983                          STATION DESCRIPTION
 NM1983
 NM1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1983'11.3 KM (7.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1983'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 NM1983'MILEPOST 40, 31.9 M (104.7 FT) EAST OF THE CENTERLINE OF THE
 NM1983'NORTHBOUND LANES OF THE HIGHWAY, 5.5 M (18.0 FT) NORTH OF THE MOST
 NM1983'NORTHERLY 1 OF 2 T-FENCE CORNERS, AND 0.6 M (2.0 FT) WEST OF A
 NM1983'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1983'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A
 NM1983'CLASS A MONUMENT.
 NM1983
 NM1983                          STATION RECOVERY (2012)
 NM1983
 NM1983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0987 ***********************************************************************
 OQ0987  DESIGNATION -  F 448
 OQ0987  PID         -  OQ0987
 OQ0987  STATE/COUNTY-  SD/LINCOLN
 OQ0987  COUNTRY     -  US
 OQ0987  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0987
 OQ0987                         *CURRENT SURVEY CONTROL
 OQ0987  ______________________________________________________________________
 OQ0987* NAD 83(1986) POSITION- 43 30 01.     (N) 096 47 16.     (W)   SCALED
 OQ0987* NAVD 88 ORTHO HEIGHT -   445.515 (meters)     1461.66  (feet) ADJUSTED
 OQ0987  ______________________________________________________________________
 OQ0987  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 OQ0987  DYNAMIC HEIGHT  -        445.395 (meters)     1461.27  (feet) COMP
 OQ0987  MODELED GRAVITY -    980,335.5   (mgal)                       NAVD 88
 OQ0987
 OQ0987  VERT ORDER      -  FIRST     CLASS II
 OQ0987
 OQ0987.The horizontal coordinates were scaled from a map and have
 OQ0987.an estimated accuracy of +/- 6 seconds.
 OQ0987
 OQ0987.The orthometric height was determined by differential leveling and
 OQ0987.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0987.in June 1991.
 OQ0987
 OQ0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0987.GEOID18 height accuracy estimate available here.
 OQ0987
 OQ0987.Click photographs - Photos may exist for this station.
 OQ0987
 OQ0987.The dynamic height is computed by dividing the NAVD 88
 OQ0987.geopotential number by the normal gravity value computed on the
 OQ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0987.degrees latitude (g = 980.6199 gals.).
 OQ0987
 OQ0987.The modeled gravity was interpolated from observed gravity values.
 OQ0987
 OQ0987;                    North         East    Units  Estimated Accuracy
 OQ0987;SPC SD S     -   135,760.      886,640.      MT  (+/- 180 meters Scaled)
 OQ0987
 OQ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP788187(NAD 83)
 OQ0987
 OQ0987                          SUPERSEDED SURVEY CONTROL
 OQ0987
 OQ0987.No superseded survey control is available for this station.
 OQ0987
 OQ0987_MARKER: I = METAL ROD
 OQ0987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0987_STAMPING: F 448 1990
 OQ0987_MARK LOGO: NGS
 OQ0987_PROJECTION: PROJECTING 17 CENTIMETERS
 OQ0987_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0987+STABILITY: POSITION/ELEVATION WELL
 OQ0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0987+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0987_ROD/PIPE-DEPTH: 15.8 meters
 OQ0987_SLEEVE-DEPTH  : 12.2 meters
 OQ0987
 OQ0987  HISTORY     - Date     Condition        Report By
 OQ0987  HISTORY     - 1990     MONUMENTED       NGS
 OQ0987  HISTORY     - 20110215 MARK NOT FOUND   INDIV
 OQ0987
 OQ0987                          STATION DESCRIPTION
 OQ0987
 OQ0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0987'4.9 KM (3.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0987'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.3 KM (0.2 MI)
 OQ0987'NORTH OF MILEPOST 76, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 OQ0987'NORTHBOUND LANES OF THE HIGHWAY, 22.2 M (72.8 FT) EAST OF THE MOST
 OQ0987'EASTERLY 1 OF 2 LEGS OF A MINNIEHAHA COUNTY SIGN, 16.8 M (55.1 FT)
 OQ0987'SOUTH OF THE EXTENDED CENTER OF A ROAD LEADING EAST, 2.0 M (6.6 FT)
 OQ0987'BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS
 OQ0987'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ0987'LOGO CAP.
 OQ0987
 OQ0987                          STATION RECOVERY (2011)
 OQ0987
 OQ0987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0987'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1017 ***********************************************************************
 OQ1017  DESIGNATION -  F 449
 OQ1017  PID         -  OQ1017
 OQ1017  STATE/COUNTY-  SD/MINNEHAHA
 OQ1017  COUNTRY     -  US
 OQ1017  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1017
 OQ1017                         *CURRENT SURVEY CONTROL
 OQ1017  ______________________________________________________________________
 OQ1017* NAD 83(1986) POSITION- 43 35 45.     (N) 096 41 24.     (W)   SCALED
 OQ1017* NAVD 88 ORTHO HEIGHT -   447.697 (meters)     1468.82  (feet) ADJUSTED
 OQ1017  ______________________________________________________________________
 OQ1017  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 OQ1017  DYNAMIC HEIGHT  -        447.583 (meters)     1468.45  (feet) COMP
 OQ1017  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 OQ1017
 OQ1017  VERT ORDER      -  FIRST     CLASS II
 OQ1017
 OQ1017.The horizontal coordinates were scaled from a map and have
 OQ1017.an estimated accuracy of +/- 6 seconds.
 OQ1017
 OQ1017.The orthometric height was determined by differential leveling and
 OQ1017.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1017.in June 1991.
 OQ1017
 OQ1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1017.GEOID18 height accuracy estimate available here.
 OQ1017
 OQ1017.Click photographs - Photos may exist for this station.
 OQ1017
 OQ1017.The dynamic height is computed by dividing the NAVD 88
 OQ1017.geopotential number by the normal gravity value computed on the
 OQ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1017.degrees latitude (g = 980.6199 gals.).
 OQ1017
 OQ1017.The modeled gravity was interpolated from observed gravity values.
 OQ1017
 OQ1017;                    North         East    Units  Estimated Accuracy
 OQ1017;SPC SD S     -   146,700.      894,070.      MT  (+/- 180 meters Scaled)
 OQ1017
 OQ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP864295(NAD 83)
 OQ1017
 OQ1017                          SUPERSEDED SURVEY CONTROL
 OQ1017
 OQ1017.No superseded survey control is available for this station.
 OQ1017
 OQ1017_MARKER: I = METAL ROD
 OQ1017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1017_STAMPING: F 449 1990
 OQ1017_MARK LOGO: NGS
 OQ1017_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1017_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1017+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1017_ROD/PIPE-DEPTH: 6.4 meters
 OQ1017_SLEEVE-DEPTH  : 0.9 meters
 OQ1017
 OQ1017  HISTORY     - Date     Condition        Report By
 OQ1017  HISTORY     - 1990     MONUMENTED       NGS
 OQ1017  HISTORY     - 20110224 GOOD             INDIV
 OQ1017
 OQ1017                          STATION DESCRIPTION
 OQ1017
 OQ1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1017'5.4 KM (3.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1017'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 46.8 M (153.5 FT) NORTHEAST
 OQ1017'OF THE NORTH END OF A CABLE GUARDRAIL, 38.1 M (125.0 FT) EAST OF THE
 OQ1017'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 26.7 M (87.6 FT)
 OQ1017'EAST OF MILEPOST 10, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE,
 OQ1017'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 OQ1017'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OQ1017'NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1017
 OQ1017                          STATION RECOVERY (2011)
 OQ1017
 OQ1017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1017'ACCESS CAP MISSING
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0080 ***********************************************************************
 PS0080  DESIGNATION -  F 45
 PS0080  PID         -  PS0080
 PS0080  STATE/COUNTY-  SD/BEADLE
 PS0080  COUNTRY     -  US
 PS0080  USGS QUAD   -  VIRGIL (2017)
 PS0080
 PS0080                         *CURRENT SURVEY CONTROL
 PS0080  ______________________________________________________________________
 PS0080* NAD 83(1986) POSITION- 44 18 46.     (N) 098 26 02.     (W)   SCALED
 PS0080* NAVD 88 ORTHO HEIGHT -   399.863 (meters)     1311.88  (feet) ADJUSTED
 PS0080  ______________________________________________________________________
 PS0080  GEOID HEIGHT    -        -25.101 (meters)                     GEOID18
 PS0080  DYNAMIC HEIGHT  -        399.790 (meters)     1311.64  (feet) COMP
 PS0080  MODELED GRAVITY -    980,423.9   (mgal)                       NAVD 88
 PS0080
 PS0080  VERT ORDER      -  FIRST     CLASS II
 PS0080
 PS0080.The horizontal coordinates were scaled from a map and have
 PS0080.an estimated accuracy of +/- 6 seconds.
 PS0080
 PS0080.The orthometric height was determined by differential leveling and
 PS0080.adjusted by the NATIONAL GEODETIC SURVEY
 PS0080.in June 1991.
 PS0080
 PS0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0080.GEOID18 height accuracy estimate available here.
 PS0080
 PS0080.Click photographs - Photos may exist for this station.
 PS0080
 PS0080.The dynamic height is computed by dividing the NAVD 88
 PS0080.geopotential number by the normal gravity value computed on the
 PS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0080.degrees latitude (g = 980.6199 gals.).
 PS0080
 PS0080.The modeled gravity was interpolated from observed gravity values.
 PS0080
 PS0080;                    North         East    Units  Estimated Accuracy
 PS0080;SPC SD N     -    54,490.      724,950.      MT  (+/- 180 meters Scaled)
 PS0080
 PS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ451067(NAD 83)
 PS0080
 PS0080                          SUPERSEDED SURVEY CONTROL
 PS0080
 PS0080  NGVD 29 (??/??/92)  399.565  (m)         1310.91   (f) ADJ UNCH    1 2
 PS0080
 PS0080.Superseded values are not recommended for survey control.
 PS0080
 PS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0080.See file dsdata.pdf to determine how the superseded data were derived.
 PS0080
 PS0080_MARKER: DB = BENCH MARK DISK
 PS0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0080_STAMPING: F 45 1934
 PS0080_MARK LOGO: CGS
 PS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0080+STABILITY: SURFACE MOTION
 PS0080
 PS0080  HISTORY     - Date     Condition        Report By
 PS0080  HISTORY     - 1934     MONUMENTED       CGS
 PS0080
 PS0080                          STATION DESCRIPTION
 PS0080
 PS0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0080'1.5 MI N FROM VIRGIL.
 PS0080'ABOUT 1-1/2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0080'AND PACIFIC RAILROAD FROM THE STATION AT VIRGIL, BEADLE COUNTY,
 PS0080'ABOUT 8 POLES SOUTH OF MILEPOST 48, AT A ROAD CROSSING, 85 FEET
 PS0080'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET EAST OF THE CENTER
 PS0080'LINE OF THE TRACK, AND 7 FEET SOUTH OF A POLE.  A STANDARD DISK,
 PS0080'STAMPED F 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1946 ***********************************************************************
 NM1946  DESIGNATION -  F 450
 NM1946  PID         -  NM1946
 NM1946  STATE/COUNTY-  SD/UNION
 NM1946  COUNTRY     -  US
 NM1946  USGS QUAD   -  JEFFERSON (2017)
 NM1946
 NM1946                         *CURRENT SURVEY CONTROL
 NM1946  ______________________________________________________________________
 NM1946* NAD 83(1986) POSITION- 42 34 31.     (N) 096 32 07.     (W)   SCALED
 NM1946* NAVD 88 ORTHO HEIGHT -   338.860 (meters)     1111.74  (feet) ADJUSTED
 NM1946  ______________________________________________________________________
 NM1946  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 NM1946  DYNAMIC HEIGHT  -        338.755 (meters)     1111.40  (feet) COMP
 NM1946  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 NM1946
 NM1946  VERT ORDER      -  FIRST     CLASS II
 NM1946
 NM1946.The horizontal coordinates were scaled from a map and have
 NM1946.an estimated accuracy of +/- 6 seconds.
 NM1946
 NM1946.The orthometric height was determined by differential leveling and
 NM1946.adjusted by the NATIONAL GEODETIC SURVEY
 NM1946.in June 1991.
 NM1946
 NM1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1946.GEOID18 height accuracy estimate available here.
 NM1946
 NM1946.Click photographs - Photos may exist for this station.
 NM1946
 NM1946.The dynamic height is computed by dividing the NAVD 88
 NM1946.geopotential number by the normal gravity value computed on the
 NM1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1946.degrees latitude (g = 980.6199 gals.).
 NM1946
 NM1946.The modeled gravity was interpolated from observed gravity values.
 NM1946
 NM1946;                    North         East    Units  Estimated Accuracy
 NM1946;SPC SD S     -    34,010.      911,740.      MT  (+/- 180 meters Scaled)
 NM1946
 NM1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN022165(NAD 83)
 NM1946
 NM1946                          SUPERSEDED SURVEY CONTROL
 NM1946
 NM1946.No superseded survey control is available for this station.
 NM1946
 NM1946_MARKER: I = METAL ROD
 NM1946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1946_STAMPING: F 450 1990
 NM1946_MARK LOGO: NGS
 NM1946_PROJECTION: FLUSH
 NM1946_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1946+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 NM1946_ROD/PIPE-DEPTH: 24.4 meters
 NM1946_SLEEVE-DEPTH  : 0.9 meters
 NM1946
 NM1946  HISTORY     - Date     Condition        Report By
 NM1946  HISTORY     - 1990     MONUMENTED       NGS
 NM1946  HISTORY     - 20120328 GOOD             INDIV
 NM1946
 NM1946                          STATION DESCRIPTION
 NM1946
 NM1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1946'6.6 KM (4.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1946'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 0.9 KM (0.6 MI) NORTH
 NM1946'OF MILEPOST 6, 31.8 M (104.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM1946'NORTHBOUND LANES OF THE HIGHWAY, 9.3 M (30.5 FT) SOUTHEAST OF A
 NM1946'UTILITY POLE WITH 2 GUY WIRES, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 NM1946'HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 NM1946'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 NM1946'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1946
 NM1946                          STATION RECOVERY (2012)
 NM1946
 NM1946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1018 ***********************************************************************
 PR1018  DESIGNATION -  F 451
 PR1018  PID         -  PR1018
 PR1018  STATE/COUNTY-  SD/MOODY
 PR1018  COUNTRY     -  US
 PR1018  USGS QUAD   -  RUTLAND SE (2017)
 PR1018
 PR1018                         *CURRENT SURVEY CONTROL
 PR1018  ______________________________________________________________________
 PR1018* NAD 83(1986) POSITION- 44 00 03.     (N) 096 45 29.     (W)   SCALED
 PR1018* NAVD 88 ORTHO HEIGHT -   510.513 (meters)     1674.91  (feet) ADJUSTED
 PR1018  ______________________________________________________________________
 PR1018  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 PR1018  DYNAMIC HEIGHT  -        510.393 (meters)     1674.51  (feet) COMP
 PR1018  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 PR1018
 PR1018  VERT ORDER      -  FIRST     CLASS II
 PR1018
 PR1018.The horizontal coordinates were scaled from a map and have
 PR1018.an estimated accuracy of +/- 6 seconds.
 PR1018
 PR1018.The orthometric height was determined by differential leveling and
 PR1018.adjusted by the NATIONAL GEODETIC SURVEY
 PR1018.in October 1997.
 PR1018
 PR1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1018.GEOID18 height accuracy estimate available here.
 PR1018
 PR1018.Click photographs - Photos may exist for this station.
 PR1018
 PR1018.The dynamic height is computed by dividing the NAVD 88
 PR1018.geopotential number by the normal gravity value computed on the
 PR1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1018.degrees latitude (g = 980.6199 gals.).
 PR1018
 PR1018.The modeled gravity was interpolated from observed gravity values.
 PR1018
 PR1018;                    North         East    Units  Estimated Accuracy
 PR1018;SPC SD S     -   191,420.      886,650.      MT  (+/- 180 meters Scaled)
 PR1018
 PR1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP797744(NAD 83)
 PR1018
 PR1018                          SUPERSEDED SURVEY CONTROL
 PR1018
 PR1018  NAVD 88 (06/15/91)  510.516  (m)         1674.92   (f) SUPERSEDED  1 2
 PR1018
 PR1018.Superseded values are not recommended for survey control.
 PR1018
 PR1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1018.See file dsdata.pdf to determine how the superseded data were derived.
 PR1018
 PR1018_MARKER: I = METAL ROD
 PR1018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1018_STAMPING: F 451 1990
 PR1018_MARK LOGO: NGS
 PR1018_PROJECTION: PROJECTING 14 CENTIMETERS
 PR1018_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1018+STABILITY: POSITION/ELEVATION WELL
 PR1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1018+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1018_ROD/PIPE-DEPTH: 18.9 meters
 PR1018_SLEEVE-DEPTH  : 12.2 meters
 PR1018
 PR1018  HISTORY     - Date     Condition        Report By
 PR1018  HISTORY     - 1990     MONUMENTED       NGS
 PR1018
 PR1018                          STATION DESCRIPTION
 PR1018
 PR1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1018'2.4 KM (1.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1018'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 0.5 KM (0.3 MI)
 PR1018'NORTH OF MILEPOST 111, 41.0 M (134.5 FT) EAST OF THE CENTERLINE OF THE
 PR1018'NORTHBOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT) SOUTH OF A T-FENCE
 PR1018'CORNER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M
 PR1018'(2.6 FT) SOUTHWEST OF A WITNESS POST AND THE MOST SOUTHERLY OF 3
 PR1018'FENCE BRACE POSTS, AND 0.7 M (2.3 FT) WEST OF A FENCE.  NOTE--ACCESS
 PR1018'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1151 ***********************************************************************
 PR1151  DESIGNATION -  F 452
 PR1151  PID         -  PR1151
 PR1151  STATE/COUNTY-  SD/MOODY
 PR1151  COUNTRY     -  US
 PR1151  USGS QUAD   -  FLANDREAU (2017)
 PR1151
 PR1151                         *CURRENT SURVEY CONTROL
 PR1151  ______________________________________________________________________
 PR1151* NAD 83(1986) POSITION- 44 00 28.     (N) 096 32 08.     (W)   SCALED
 PR1151* NAVD 88 ORTHO HEIGHT -   509.069 (meters)     1670.17  (feet) ADJUSTED
 PR1151  ______________________________________________________________________
 PR1151  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 PR1151  DYNAMIC HEIGHT  -        508.954 (meters)     1669.79  (feet) COMP
 PR1151  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 PR1151
 PR1151  VERT ORDER      -  FIRST     CLASS II
 PR1151
 PR1151.The horizontal coordinates were scaled from a map and have
 PR1151.an estimated accuracy of +/- 6 seconds.
 PR1151
 PR1151.The orthometric height was determined by differential leveling and
 PR1151.adjusted by the NATIONAL GEODETIC SURVEY
 PR1151.in June 1991.
 PR1151
 PR1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1151.GEOID18 height accuracy estimate available here.
 PR1151
 PR1151.Click photographs - Photos may exist for this station.
 PR1151
 PR1151.The dynamic height is computed by dividing the NAVD 88
 PR1151.geopotential number by the normal gravity value computed on the
 PR1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1151.degrees latitude (g = 980.6199 gals.).
 PR1151
 PR1151.The modeled gravity was interpolated from observed gravity values.
 PR1151
 PR1151;                    North         East    Units  Estimated Accuracy
 PR1151;SPC SD S     -   192,980.      904,440.      MT  (+/- 180 meters Scaled)
 PR1151
 PR1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP975756(NAD 83)
 PR1151
 PR1151                          SUPERSEDED SURVEY CONTROL
 PR1151
 PR1151.No superseded survey control is available for this station.
 PR1151
 PR1151_MARKER: I = METAL ROD
 PR1151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1151_STAMPING: F 452 1990
 PR1151_MARK LOGO: NGS
 PR1151_PROJECTION: FLUSH
 PR1151_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1151+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1151_ROD/PIPE-DEPTH: 6.0 meters
 PR1151
 PR1151  HISTORY     - Date     Condition        Report By
 PR1151  HISTORY     - 1990     MONUMENTED       NGS
 PR1151
 PR1151                          STATION DESCRIPTION
 PR1151
 PR1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1151'9.7 KM (6.0 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PR1151'3RD STREET IN EGAN, AT A UTILITY LINE CROSSING, 14.9 M (48.9 FT)
 PR1151'NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.2 M (46.6 FT) EAST OF THE
 PR1151'CENTER OF A FIELD ENTRANCE ROAD, 10.2 M (33.5 FT) EAST OF A FENCE
 PR1151'CORNER, 6.6 M (21.7 FT) WEST OF THE CENTER OF A GATE AND FIELD
 PR1151'ENTRANCE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 PR1151'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 PR1151'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1166 ***********************************************************************
 OQ1166  DESIGNATION -  F 453
 OQ1166  PID         -  OQ1166
 OQ1166  STATE/COUNTY-  SD/HANSON
 OQ1166  COUNTRY     -  US
 OQ1166  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1166
 OQ1166                         *CURRENT SURVEY CONTROL
 OQ1166  ______________________________________________________________________
 OQ1166* NAD 83(1986) POSITION- 43 39 54.     (N) 097 48 00.     (W)   SCALED
 OQ1166* NAVD 88 ORTHO HEIGHT -   409.294 (meters)     1342.83  (feet) ADJUSTED
 OQ1166  ______________________________________________________________________
 OQ1166  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 OQ1166  DYNAMIC HEIGHT  -        409.193 (meters)     1342.49  (feet) COMP
 OQ1166  MODELED GRAVITY -    980,359.2   (mgal)                       NAVD 88
 OQ1166
 OQ1166  VERT ORDER      -  FIRST     CLASS II
 OQ1166
 OQ1166.The horizontal coordinates were scaled from a map and have
 OQ1166.an estimated accuracy of +/- 6 seconds.
 OQ1166
 OQ1166.The orthometric height was determined by differential leveling and
 OQ1166.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1166.in September 1993.
 OQ1166
 OQ1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1166.GEOID18 height accuracy estimate available here.
 OQ1166
 OQ1166.Click photographs - Photos may exist for this station.
 OQ1166
 OQ1166.The dynamic height is computed by dividing the NAVD 88
 OQ1166.geopotential number by the normal gravity value computed on the
 OQ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1166.degrees latitude (g = 980.6199 gals.).
 OQ1166
 OQ1166.The modeled gravity was interpolated from observed gravity values.
 OQ1166
 OQ1166;                    North         East    Units  Estimated Accuracy
 OQ1166;SPC SD S     -   151,050.      804,280.      MT  (+/- 180 meters Scaled)
 OQ1166
 OQ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP967353(NAD 83)
 OQ1166
 OQ1166                          SUPERSEDED SURVEY CONTROL
 OQ1166
 OQ1166.No superseded survey control is available for this station.
 OQ1166
 OQ1166_MARKER: I = METAL ROD
 OQ1166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1166_STAMPING: F 453 1991
 OQ1166_MARK LOGO: NGS
 OQ1166_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ1166_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1166+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1166_ROD/PIPE-DEPTH: 7.2 meters
 OQ1166_SLEEVE-DEPTH  : 0.9 meters
 OQ1166
 OQ1166  HISTORY     - Date     Condition        Report By
 OQ1166  HISTORY     - 1991     MONUMENTED       NGS
 OQ1166  HISTORY     - 20120202 GOOD             INDIV
 OQ1166
 OQ1166                          STATION DESCRIPTION
 OQ1166
 OQ1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1166'1.0 KM (0.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1166'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.6 KM (0.4
 OQ1166'MI) EAST OF MILEPOST 343, 30.6 M (100.4 FT) SOUTH OF THE CENTERLINE
 OQ1166'OF THE EASTBOUND LANES OF THE HIGHWAY, 26.3 M (86.3 FT) WEST OF A
 OQ1166'BRACED FENCE POST, 13.0 M (42.7 FT) EAST OF THE NORTH LEG OF A
 OQ1166'BILLBOARD, 1.2 M (3.9 FT) NORTH OF A WITNESS POST AND FENCE, AND 1.2
 OQ1166'M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OQ1166'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1166'THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1166
 OQ1166                          STATION RECOVERY (2012)
 OQ1166
 OQ1166'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0992 ***********************************************************************
 OR0992  DESIGNATION -  F 454
 OR0992  PID         -  OR0992
 OR0992  STATE/COUNTY-  SD/AURORA
 OR0992  COUNTRY     -  US
 OR0992  USGS QUAD   -  PLANKINTON (2017)
 OR0992
 OR0992                         *CURRENT SURVEY CONTROL
 OR0992  ______________________________________________________________________
 OR0992* NAD 83(1986) POSITION- 43 42 46.     (N) 098 26 47.     (W)   SCALED
 OR0992* NAVD 88 ORTHO HEIGHT -   455.913 (meters)     1495.77  (feet) ADJUSTED
 OR0992  ______________________________________________________________________
 OR0992  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 OR0992  DYNAMIC HEIGHT  -        455.801 (meters)     1495.41  (feet) COMP
 OR0992  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 OR0992
 OR0992  VERT ORDER      -  FIRST     CLASS II
 OR0992
 OR0992.The horizontal coordinates were scaled from a map and have
 OR0992.an estimated accuracy of +/- 6 seconds.
 OR0992
 OR0992.The orthometric height was determined by differential leveling and
 OR0992.adjusted by the NATIONAL GEODETIC SURVEY
 OR0992.in September 1993.
 OR0992
 OR0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0992.GEOID18 height accuracy estimate available here.
 OR0992
 OR0992.Click photographs - Photos may exist for this station.
 OR0992
 OR0992.The dynamic height is computed by dividing the NAVD 88
 OR0992.geopotential number by the normal gravity value computed on the
 OR0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0992.degrees latitude (g = 980.6199 gals.).
 OR0992
 OR0992.The modeled gravity was interpolated from observed gravity values.
 OR0992
 OR0992;                    North         East    Units  Estimated Accuracy
 OR0992;SPC SD S     -   154,970.      752,050.      MT  (+/- 180 meters Scaled)
 OR0992
 OR0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP445401(NAD 83)
 OR0992
 OR0992                          SUPERSEDED SURVEY CONTROL
 OR0992
 OR0992.No superseded survey control is available for this station.
 OR0992
 OR0992_MARKER: I = METAL ROD
 OR0992_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0992_STAMPING: F 454 1991
 OR0992_MARK LOGO: NGS
 OR0992_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0992_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0992+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0992_ROD/PIPE-DEPTH: 6.4 meters
 OR0992_SLEEVE-DEPTH  : 0.9 meters
 OR0992
 OR0992  HISTORY     - Date     Condition        Report By
 OR0992  HISTORY     - 1991     MONUMENTED       NGS
 OR0992  HISTORY     - 20120208 GOOD             INDIV
 OR0992
 OR0992                          STATION DESCRIPTION
 OR0992
 OR0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0992'0.6 KM (0.4 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OR0992'PLANKINTON, THENCE 3.3 KM (2.1 MI) EASTERLY ALONG STATE HIGHWAY 38
 OR0992'(OLD U.S. HIGHWAY 16), THENCE 0.1 KM (0.1 MI) NORTHERLY ALONG U.S.
 OR0992'HIGHWAY 281, 30.2 M (99.1 FT) WEST OF THE HIGHWAY CENTERLINE, 10.9 M
 OR0992'(35.8 FT) SOUTH OF THE CENTER OF A ROAD LEADING TO BLOCKER AVIATION,
 OR0992'0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 OR0992'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OR0992'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR0992'SPECIFICATIONS FOR A CLASS A MARK.
 OR0992
 OR0992                          STATION RECOVERY (2012)
 OR0992
 OR0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0992'NO LONGER BLOCKER AVIATION. NOW CALLED PURE PULP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1143 ***********************************************************************
 OQ1143  DESIGNATION -  F 455
 OQ1143  PID         -  OQ1143
 OQ1143  STATE/COUNTY-  SD/MCCOOK
 OQ1143  COUNTRY     -  US
 OQ1143  USGS QUAD   -  SALEM NE (2017)
 OQ1143
 OQ1143                         *CURRENT SURVEY CONTROL
 OQ1143  ______________________________________________________________________
 OQ1143* NAD 83(1986) POSITION- 43 39 57.     (N) 097 22 13.     (W)   SCALED
 OQ1143* NAVD 88 ORTHO HEIGHT -   457.360 (meters)     1500.52  (feet) ADJUSTED
 OQ1143  ______________________________________________________________________
 OQ1143  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 OQ1143  DYNAMIC HEIGHT  -        457.245 (meters)     1500.14  (feet) COMP
 OQ1143  MODELED GRAVITY -    980,354.2   (mgal)                       NAVD 88
 OQ1143
 OQ1143  VERT ORDER      -  FIRST     CLASS II
 OQ1143
 OQ1143.The horizontal coordinates were scaled from a map and have
 OQ1143.an estimated accuracy of +/- 6 seconds.
 OQ1143
 OQ1143.The orthometric height was determined by differential leveling and
 OQ1143.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1143.in September 1993.
 OQ1143
 OQ1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1143.GEOID18 height accuracy estimate available here.
 OQ1143
 OQ1143.Click photographs - Photos may exist for this station.
 OQ1143
 OQ1143.The dynamic height is computed by dividing the NAVD 88
 OQ1143.geopotential number by the normal gravity value computed on the
 OQ1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1143.degrees latitude (g = 980.6199 gals.).
 OQ1143
 OQ1143.The modeled gravity was interpolated from observed gravity values.
 OQ1143
 OQ1143;                    North         East    Units  Estimated Accuracy
 OQ1143;SPC SD S     -   152,290.      838,910.      MT  (+/- 180 meters Scaled)
 OQ1143
 OQ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP313360(NAD 83)
 OQ1143
 OQ1143                          SUPERSEDED SURVEY CONTROL
 OQ1143
 OQ1143.No superseded survey control is available for this station.
 OQ1143
 OQ1143_MARKER: I = METAL ROD
 OQ1143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1143_STAMPING: F 455 1991
 OQ1143_MARK LOGO: NGS
 OQ1143_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1143_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1143+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1143_ROD/PIPE-DEPTH: 6.7 meters
 OQ1143_SLEEVE-DEPTH  : 0.9 meters
 OQ1143
 OQ1143  HISTORY     - Date     Condition        Report By
 OQ1143  HISTORY     - 1991     MONUMENTED       NGS
 OQ1143  HISTORY     - 20120209 GOOD             INDIV
 OQ1143
 OQ1143                          STATION DESCRIPTION
 OQ1143
 OQ1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1143'23.8 KM (14.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1143'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1143'111.3 M (365.2 FT) WEST-SOUTHWEST OF MILEPOST 365, 73.7 M (241.8 FT)
 OQ1143'EAST OF A T-FENCE CORNER, 31.4 M (103.0 FT) SOUTH OF AND LEVEL WITH
 OQ1143'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 24.0 M (78.7
 OQ1143'FT) EAST OF THE MOST EASTERLY OF 3 BRACED FENCE POSTS, 4.8 M (15.7
 OQ1143'FT) WEST OF A FENCE CORNER, AND 0.5 M (1.6 FT) NORTH OF A WITNESS
 OQ1143'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1143'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OQ1143'CLASS A MARK.
 OQ1143
 OQ1143                          STATION RECOVERY (2012)
 OQ1143
 OQ1143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0850 ***********************************************************************
 OS0850  DESIGNATION -  F 457
 OS0850  PID         -  OS0850
 OS0850  STATE/COUNTY-  SD/JONES
 OS0850  COUNTRY     -  US
 OS0850  USGS QUAD   -  OKATON NE (2017)
 OS0850
 OS0850                         *CURRENT SURVEY CONTROL
 OS0850  ______________________________________________________________________
 OS0850* NAD 83(1986) POSITION- 43 53 41.     (N) 100 47 09.     (W)   SCALED
 OS0850* NAVD 88 ORTHO HEIGHT -   715.677 (meters)     2348.02  (feet) ADJUSTED
 OS0850  ______________________________________________________________________
 OS0850  GEOID HEIGHT    -        -23.903 (meters)                     GEOID18
 OS0850  DYNAMIC HEIGHT  -        715.444 (meters)     2347.25  (feet) COMP
 OS0850  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 OS0850
 OS0850  VERT ORDER      -  FIRST     CLASS II
 OS0850
 OS0850.The horizontal coordinates were scaled from a map and have
 OS0850.an estimated accuracy of +/- 6 seconds.
 OS0850
 OS0850.The orthometric height was determined by differential leveling and
 OS0850.adjusted by the NATIONAL GEODETIC SURVEY
 OS0850.in September 1993.
 OS0850
 OS0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0850.GEOID18 height accuracy estimate available here.
 OS0850
 OS0850.Click photographs - Photos may exist for this station.
 OS0850
 OS0850.The dynamic height is computed by dividing the NAVD 88
 OS0850.geopotential number by the normal gravity value computed on the
 OS0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0850.degrees latitude (g = 980.6199 gals.).
 OS0850
 OS0850.The modeled gravity was interpolated from observed gravity values.
 OS0850
 OS0850;                    North         East    Units  Estimated Accuracy
 OS0850;SPC SD S     -   173,560.      563,650.      MT  (+/- 180 meters Scaled)
 OS0850
 OS0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP565617(NAD 83)
 OS0850
 OS0850                          SUPERSEDED SURVEY CONTROL
 OS0850
 OS0850.No superseded survey control is available for this station.
 OS0850
 OS0850_MARKER: I = METAL ROD
 OS0850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0850_STAMPING: F 457 1991
 OS0850_MARK LOGO: NGS
 OS0850_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0850_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0850+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0850_ROD/PIPE-DEPTH: 5.3 meters
 OS0850_SLEEVE-DEPTH  : 0.9 meters
 OS0850
 OS0850  HISTORY     - Date     Condition        Report By
 OS0850  HISTORY     - 1991     MONUMENTED       NGS
 OS0850
 OS0850                          STATION DESCRIPTION
 OS0850
 OS0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0850'6.5 M (21.3 FT) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0850'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 1.0 KM (0.60
 OS0850'MI) EAST OF MILEPOST 188, 31.0 M (101.7 FT) SOUTH OF THE CENTERLINE
 OS0850'OF THE EASTBOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT) WEST OF A
 OS0850'GATE, 5.1 M (16.7 FT) WEST-NORTHWEST OF THE NORTH LEG OF A BILLBOARD,
 OS0850'1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 OS0850'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OS0850'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OS0850'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0886 ***********************************************************************
 OS0886  DESIGNATION -  F 458
 OS0886  PID         -  OS0886
 OS0886  STATE/COUNTY-  SD/JONES
 OS0886  COUNTRY     -  US
 OS0886  USGS QUAD   -  MURDO SW (2017)
 OS0886
 OS0886                         *CURRENT SURVEY CONTROL
 OS0886  ______________________________________________________________________
 OS0886* NAD 83(1986) POSITION- 43 47 16.88   (N) 100 40 45.99   (W)   HD_HELD1
 OS0886* NAVD 88 ORTHO HEIGHT -   655.798 (meters)     2151.56  (feet) ADJUSTED
 OS0886  ______________________________________________________________________
 OS0886  GEOID HEIGHT    -        -24.263 (meters)                     GEOID18
 OS0886  DYNAMIC HEIGHT  -        655.579 (meters)     2150.85  (feet) COMP
 OS0886  MODELED GRAVITY -    980,264.9   (mgal)                       NAVD 88
 OS0886
 OS0886  VERT ORDER      -  FIRST     CLASS II
 OS0886
 OS0886.The horizontal coordinates were determined by differentially corrected
 OS0886.hand held GPS observations or other comparable positioning techniques
 OS0886.and have an estimated accuracy of +/- 3 meters.
 OS0886
 OS0886.The orthometric height was determined by differential leveling and
 OS0886.adjusted by the NATIONAL GEODETIC SURVEY
 OS0886.in June 1994.
 OS0886
 OS0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0886.GEOID18 height accuracy estimate available here.
 OS0886
 OS0886.Click photographs - Photos may exist for this station.
 OS0886
 OS0886.The dynamic height is computed by dividing the NAVD 88
 OS0886.geopotential number by the normal gravity value computed on the
 OS0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0886.degrees latitude (g = 980.6199 gals.).
 OS0886
 OS0886.The modeled gravity was interpolated from observed gravity values.
 OS0886
 OS0886;                    North         East    Units  Estimated Accuracy
 OS0886;SPC SD S     -   161,662.0     572,143.9     MT  (+/- 3 meters HH1 GPS) 
 OS0886
 OS0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6487249700(NAD 83)
 OS0886
 OS0886                          SUPERSEDED SURVEY CONTROL
 OS0886
 OS0886.No superseded survey control is available for this station.
 OS0886
 OS0886_MARKER: I = METAL ROD
 OS0886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0886_STAMPING: F 458 1992
 OS0886_MARK LOGO: NGS
 OS0886_PROJECTION: FLUSH
 OS0886_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0886+STABILITY: POSITION/ELEVATION WELL
 OS0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0886+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0886_ROD/PIPE-DEPTH: 14.9 meters
 OS0886_SLEEVE-DEPTH  : 12.2 meters
 OS0886
 OS0886  HISTORY     - Date     Condition        Report By
 OS0886  HISTORY     - 1992     MONUMENTED       NGS
 OS0886
 OS0886                          STATION DESCRIPTION
 OS0886
 OS0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0886'11.1 KM (6.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0886'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 29.3 M (96.1 FT)
 OS0886'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.8 M (5.9 FT) NORTHEAST
 OS0886'OF A WITNESS POST AND FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OS0886'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0886'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0908 ***********************************************************************
 OS0908  DESIGNATION -  F 459
 OS0908  PID         -  OS0908
 OS0908  STATE/COUNTY-  SD/TODD
 OS0908  COUNTRY     -  US
 OS0908  USGS QUAD   -  MISSION (2017)
 OS0908
 OS0908                         *CURRENT SURVEY CONTROL
 OS0908  ______________________________________________________________________
 OS0908* NAD 83(1986) POSITION- 43 20 48.     (N) 100 42 40.     (W)   SCALED
 OS0908* NAVD 88 ORTHO HEIGHT -   793.682 (meters)     2603.94  (feet) ADJUSTED
 OS0908  ______________________________________________________________________
 OS0908  GEOID HEIGHT    -        -23.311 (meters)                     GEOID18
 OS0908  DYNAMIC HEIGHT  -        793.368 (meters)     2602.91  (feet) COMP
 OS0908  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 OS0908
 OS0908  VERT ORDER      -  FIRST     CLASS II
 OS0908
 OS0908.The horizontal coordinates were scaled from a map and have
 OS0908.an estimated accuracy of +/- 6 seconds.
 OS0908
 OS0908.The orthometric height was determined by differential leveling and
 OS0908.adjusted by the NATIONAL GEODETIC SURVEY
 OS0908.in June 1994.
 OS0908
 OS0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0908.GEOID18 height accuracy estimate available here.
 OS0908
 OS0908.Click photographs - Photos may exist for this station.
 OS0908
 OS0908.The dynamic height is computed by dividing the NAVD 88
 OS0908.geopotential number by the normal gravity value computed on the
 OS0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0908.degrees latitude (g = 980.6199 gals.).
 OS0908
 OS0908.The modeled gravity was interpolated from observed gravity values.
 OS0908
 OS0908;                    North         East    Units  Estimated Accuracy
 OS0908;SPC SD S     -   112,640.      569,370.      MT  (+/- 180 meters Scaled)
 OS0908
 OS0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP613007(NAD 83)
 OS0908
 OS0908                          SUPERSEDED SURVEY CONTROL
 OS0908
 OS0908.No superseded survey control is available for this station.
 OS0908
 OS0908_MARKER: I = METAL ROD
 OS0908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0908_STAMPING: F 459 1992
 OS0908_MARK LOGO: NGS
 OS0908_PROJECTION: FLUSH
 OS0908_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0908+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0908_ROD/PIPE-DEPTH: 1.2 meters
 OS0908_SLEEVE-DEPTH  : 0.9 meters
 OS0908
 OS0908  HISTORY     - Date     Condition        Report By
 OS0908  HISTORY     - 1992     MONUMENTED       NGS
 OS0908
 OS0908                          STATION DESCRIPTION
 OS0908
 OS0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0908'9.7 KM (6.00 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0908'OF U.S. HIGHWAY 18 IN MISSION, 52.2 M (171.3 FT) NORTH OF THE CENTER
 OS0908'OF A GRAVELED ROAD LEADING WEST, 30.1 M (98.8 FT) WEST OF THE
 OS0908'CENTERLINE OF THE HIGHWAY, 26.1 M (85.6 FT) SOUTH OF A T-JUNCTION
 OS0908'UTILITY POLE WITH 2 GUY CABLES, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 OS0908'HIGHWAY, AND 0.7 M (2.3 FT) EAST OF A WITNESS POST AND FENCE.
 OS0908'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0908'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0908'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0227 ***********************************************************************
 PS0227  DESIGNATION -  F 46
 PS0227  PID         -  PS0227
 PS0227  STATE/COUNTY-  SD/SPINK
 PS0227  COUNTRY     -  US
 PS0227  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0227
 PS0227                         *CURRENT SURVEY CONTROL
 PS0227  ______________________________________________________________________
 PS0227* NAD 83(1986) POSITION- 44 52 30.0    (N) 098 31 20.4    (W)   HD_HELD2
 PS0227* NAVD 88 ORTHO HEIGHT -   397.814 (meters)     1305.16  (feet) ADJUSTED
 PS0227  ______________________________________________________________________
 PS0227  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 PS0227  DYNAMIC HEIGHT  -        397.770 (meters)     1305.02  (feet) COMP
 PS0227  MODELED GRAVITY -    980,494.4   (mgal)                       NAVD 88
 PS0227
 PS0227  VERT ORDER      -  FIRST     CLASS II
 PS0227
 PS0227.The horizontal coordinates were established by autonomous hand held GPS
 PS0227.observations and have an estimated accuracy of +/- 10 meters.
 PS0227
 PS0227.The orthometric height was determined by differential leveling and
 PS0227.adjusted by the NATIONAL GEODETIC SURVEY
 PS0227.in July 1998.
 PS0227
 PS0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0227.GEOID18 height accuracy estimate available here.
 PS0227
 PS0227.Click photographs - Photos may exist for this station.
 PS0227
 PS0227.The dynamic height is computed by dividing the NAVD 88
 PS0227.geopotential number by the normal gravity value computed on the
 PS0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0227.degrees latitude (g = 980.6199 gals.).
 PS0227
 PS0227.The modeled gravity was interpolated from observed gravity values.
 PS0227
 PS0227;                    North         East    Units  Estimated Accuracy
 PS0227;SPC SD N     -   116,818.      716,749.      MT  (+/- 10 meters HH2 GPS)
 PS0227
 PS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3772969175(NAD 83)
 PS0227
 PS0227                          SUPERSEDED SURVEY CONTROL
 PS0227
 PS0227  NAVD 88 (06/15/91)  397.793  (m)         1305.09   (f) SUPERSEDED  1 2
 PS0227  NGVD 29 (??/??/92)  397.499  (m)         1304.13   (f) ADJ UNCH    1 2
 PS0227
 PS0227.Superseded values are not recommended for survey control.
 PS0227
 PS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0227.See file dsdata.pdf to determine how the superseded data were derived.
 PS0227
 PS0227_MARKER: DB = BENCH MARK DISK
 PS0227_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0227_SP_SET: BUILDING
 PS0227_STAMPING: F 46 1934
 PS0227_MARK LOGO: CGS
 PS0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0227+STABILITY: SURFACE MOTION
 PS0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0227+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 PS0227
 PS0227  HISTORY     - Date     Condition        Report By
 PS0227  HISTORY     - 1934     MONUMENTED       CGS
 PS0227  HISTORY     - 19950919 GOOD             NGS
 PS0227  HISTORY     - 19970422 GOOD             NGS
 PS0227
 PS0227                          STATION DESCRIPTION
 PS0227
 PS0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0227'AT REDFIELD.
 PS0227'AT REDFIELD, SPINK COUNTY, AT THE CHICAGO AND NORTH WESTERN
 PS0227'RAILWAY STATION, IN THE BRICK WALL FACING THE TRACK, 9 FEET
 PS0227'WEST OF THE CENTER OF THE OFFICE, AND ABOUT 4 FEET ABOVE THE
 PS0227'GROUND.  A STANDARD DISK, STAMPED F 46 1934 AND SET VERTICALLY.
 PS0227
 PS0227                          STATION RECOVERY (1995)
 PS0227
 PS0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0227'IN REDFIELD, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND THE DAKOTA
 PS0227'MINNESOTA EASTERN RAILROAD, SET VERTICALLY THE SOUTHWEST FACE OF A
 PS0227'FEED STORE (FORMER RAILROAD STATION), 795.0 M (2608.3 FT) WEST OF
 PS0227'MILEPOST 307, 54.2 M (177.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.8
 PS0227'M (51.8 FT) SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 13.4 M (44.0
 PS0227'FT) NORTHEAST OF THE NEAR RAIL, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 PS0227'THE TRACK.
 PS0227
 PS0227                          STATION RECOVERY (1997)
 PS0227
 PS0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 PS0227'IN REDFIELD, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND THE DAKOTA
 PS0227'MINNESOTA EASTERN RAILROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 PS0227'FEED STORE (FORMER RAILROAD STATION), 795.0 M (2608.3 FT) WEST OF
 PS0227'MILEPOST 307, 54.2 M (177.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.8
 PS0227'M (51.8 FT) SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 13.4 M (44.0
 PS0227'FT) NORTHEAST OF THE NEAR RAIL, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 PS0227'THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8806 ***********************************************************************
 AB8806  DESIGNATION -  F 460
 AB8806  PID         -  AB8806
 AB8806  STATE/COUNTY-  SD/BROOKINGS
 AB8806  COUNTRY     -  US
 AB8806  USGS QUAD   -  AURORA (2017)
 AB8806
 AB8806                         *CURRENT SURVEY CONTROL
 AB8806  ______________________________________________________________________
 AB8806* NAD 83(1986) POSITION- 44 18 42.85   (N) 096 38 49.41   (W)   HD_HELD1
 AB8806* NAVD 88 ORTHO HEIGHT -   507.849 (meters)     1666.17  (feet) ADJUSTED
 AB8806  ______________________________________________________________________
 AB8806  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 AB8806  DYNAMIC HEIGHT  -        507.753 (meters)     1665.85  (feet) COMP
 AB8806  MODELED GRAVITY -    980,414.2   (mgal)                       NAVD 88
 AB8806
 AB8806  VERT ORDER      -  FIRST     CLASS II
 AB8806
 AB8806.The horizontal coordinates were determined by differentially corrected
 AB8806.hand held GPS observations or other comparable positioning techniques
 AB8806.and have an estimated accuracy of +/- 3 meters.
 AB8806
 AB8806.The orthometric height was determined by differential leveling and
 AB8806.adjusted by the NATIONAL GEODETIC SURVEY
 AB8806.in October 1997.
 AB8806
 AB8806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8806.GEOID18 height accuracy estimate available here.
 AB8806
 AB8806.Click photographs - Photos may exist for this station.
 AB8806
 AB8806.The dynamic height is computed by dividing the NAVD 88
 AB8806.geopotential number by the normal gravity value computed on the
 AB8806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8806.degrees latitude (g = 980.6199 gals.).
 AB8806
 AB8806.The modeled gravity was interpolated from observed gravity values.
 AB8806
 AB8806;                    North         East    Units  Estimated Accuracy
 AB8806;SPC SD N     -    58,719.3     867,443.2     MT  (+/- 3 meters HH1 GPS) 
 AB8806
 AB8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8765509208(NAD 83)
 AB8806
 AB8806                          SUPERSEDED SURVEY CONTROL
 AB8806
 AB8806.No superseded survey control is available for this station.
 AB8806
 AB8806_MARKER: I = METAL ROD
 AB8806_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8806_STAMPING: F 460 1994
 AB8806_MARK LOGO: NGS
 AB8806_PROJECTION: FLUSH
 AB8806_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8806+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8806_ROD/PIPE-DEPTH: 6.0 meters
 AB8806_SLEEVE-DEPTH  : 0.9 meters
 AB8806
 AB8806  HISTORY     - Date     Condition        Report By
 AB8806  HISTORY     - 1994     MONUMENTED       NGS
 AB8806
 AB8806                          STATION DESCRIPTION
 AB8806
 AB8806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8806'8.9 KM (5.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8806'INTERSTATE HIGHWAY 29 IN BROOKINGS, 748.0 M (2454.1 FT) EAST OF
 AB8806'MILEPOST 427, 96.0 M (315.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.7 M
 AB8806'(31.8 FT) WEST OF THE CENTER OF COUNTY ROAD 25, 1.0 M (3.3 FT) BELOW
 AB8806'THE LEVEL OF THE ROAD, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE, AND 0.4
 AB8806'M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8806'THROUGH A 5 INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8806'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8856 ***********************************************************************
 AB8856  DESIGNATION -  F 461
 AB8856  PID         -  AB8856
 AB8856  STATE/COUNTY-  SD/KINGSBURY
 AB8856  COUNTRY     -  US
 AB8856  USGS QUAD   -  DE SMET SE (2017)
 AB8856
 AB8856                         *CURRENT SURVEY CONTROL
 AB8856  ______________________________________________________________________
 AB8856* NAD 83(1986) POSITION- 44 22 24.     (N) 097 30 42.     (W)   SCALED
 AB8856* NAVD 88 ORTHO HEIGHT -   518.141 (meters)     1699.93  (feet) ADJUSTED
 AB8856  ______________________________________________________________________
 AB8856  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 AB8856  DYNAMIC HEIGHT  -        518.041 (meters)     1699.61  (feet) COMP
 AB8856  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 AB8856
 AB8856  VERT ORDER      -  FIRST     CLASS II
 AB8856
 AB8856.The horizontal coordinates were scaled from a map and have
 AB8856.an estimated accuracy of +/- 6 seconds.
 AB8856
 AB8856.The orthometric height was determined by differential leveling and
 AB8856.adjusted by the NATIONAL GEODETIC SURVEY
 AB8856.in October 1997.
 AB8856
 AB8856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8856.GEOID18 height accuracy estimate available here.
 AB8856
 AB8856.Click photographs - Photos may exist for this station.
 AB8856
 AB8856.The dynamic height is computed by dividing the NAVD 88
 AB8856.geopotential number by the normal gravity value computed on the
 AB8856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8856.degrees latitude (g = 980.6199 gals.).
 AB8856
 AB8856.The modeled gravity was interpolated from observed gravity values.
 AB8856
 AB8856;                    North         East    Units  Estimated Accuracy
 AB8856;SPC SD N     -    63,050.      798,300.      MT  (+/- 180 meters Scaled)
 AB8856
 AB8856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ185144(NAD 83)
 AB8856
 AB8856                          SUPERSEDED SURVEY CONTROL
 AB8856
 AB8856.No superseded survey control is available for this station.
 AB8856
 AB8856_MARKER: I = METAL ROD
 AB8856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8856_STAMPING: F 461 1994
 AB8856_MARK LOGO: NGS
 AB8856_PROJECTION: FLUSH
 AB8856_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8856+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8856_ROD/PIPE-DEPTH: 9.4 meters
 AB8856_SLEEVE-DEPTH  : 0.9 meters
 AB8856
 AB8856  HISTORY     - Date     Condition        Report By
 AB8856  HISTORY     - 1994     MONUMENTED       NGS
 AB8856
 AB8856                          STATION DESCRIPTION
 AB8856
 AB8856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8856'3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8856'STATE HIGHWAY 25 IN DE SMET, 70.5 M (231.3 FT) NORTH OF MILEPOST 381,
 AB8856'60.7 M (199.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 39.3 M (128.9 FT)
 AB8856'NORTH OF A FENCE CORNER, 14.2 M (46.6 FT) EAST OF THE CENTER OF A
 AB8856'GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE GRAVELED ROAD,
 AB8856'0.5 M (1.6 FT) WEST OF THE CENTER OF 3 BRACED FENCE POSTS, AND 0.4 M
 AB8856'(1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8856'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8856'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8980 ***********************************************************************
 AB8980  DESIGNATION -  F 462
 AB8980  PID         -  AB8980
 AB8980  STATE/COUNTY-  SD/HAND
 AB8980  COUNTRY     -  US
 AB8980  USGS QUAD   -  HIGHMORE SE (2017)
 AB8980
 AB8980                         *CURRENT SURVEY CONTROL
 AB8980  ______________________________________________________________________
 AB8980* NAD 83(1986) POSITION- 44 31 43.     (N) 099 18 08.     (W)   SCALED
 AB8980* NAVD 88 ORTHO HEIGHT -   537.376 (meters)     1763.04  (feet) ADJUSTED
 AB8980  ______________________________________________________________________
 AB8980  GEOID HEIGHT    -        -23.995 (meters)                     GEOID18
 AB8980  DYNAMIC HEIGHT  -        537.272 (meters)     1762.70  (feet) COMP
 AB8980  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 AB8980
 AB8980  VERT ORDER      -  FIRST     CLASS II
 AB8980
 AB8980.The horizontal coordinates were scaled from a map and have
 AB8980.an estimated accuracy of +/- 6 seconds.
 AB8980
 AB8980.The orthometric height was determined by differential leveling and
 AB8980.adjusted by the NATIONAL GEODETIC SURVEY
 AB8980.in October 1997.
 AB8980
 AB8980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8980.GEOID18 height accuracy estimate available here.
 AB8980
 AB8980.Click photographs - Photos may exist for this station.
 AB8980
 AB8980.The dynamic height is computed by dividing the NAVD 88
 AB8980.geopotential number by the normal gravity value computed on the
 AB8980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8980.degrees latitude (g = 980.6199 gals.).
 AB8980
 AB8980.The modeled gravity was interpolated from observed gravity values.
 AB8980
 AB8980;                    North         East    Units  Estimated Accuracy
 AB8980;SPC SD N     -    77,500.      655,470.      MT  (+/- 180 meters Scaled)
 AB8980
 AB8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ759306(NAD 83)
 AB8980
 AB8980                          SUPERSEDED SURVEY CONTROL
 AB8980
 AB8980.No superseded survey control is available for this station.
 AB8980
 AB8980_MARKER: I = METAL ROD
 AB8980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8980_STAMPING: F 462 1994
 AB8980_MARK LOGO: NGS
 AB8980_PROJECTION: FLUSH
 AB8980_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8980+STABILITY: POSITION/ELEVATION WELL
 AB8980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8980+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8980_ROD/PIPE-DEPTH: 15.0 meters
 AB8980_SLEEVE-DEPTH  : 9.8 meters
 AB8980
 AB8980  HISTORY     - Date     Condition        Report By
 AB8980  HISTORY     - 1994     MONUMENTED       NGS
 AB8980
 AB8980                          STATION DESCRIPTION
 AB8980
 AB8980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8980'11.0 KM (6.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8980'STATE HIGHWAY 47 IN HIGHMORE, 1481.0 M (4858.9 FT) EAST OF MILEPOST
 AB8980'284, 22.2 M (72.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT)
 AB8980'BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS
 AB8980'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8980'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8963 ***********************************************************************
 AB8963  DESIGNATION -  F 463
 AB8963  PID         -  AB8963
 AB8963  STATE/COUNTY-  SD/HAND
 AB8963  COUNTRY     -  US
 AB8963  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8963
 AB8963                         *CURRENT SURVEY CONTROL
 AB8963  ______________________________________________________________________
 AB8963* NAD 83(1986) POSITION- 44 31 48.     (N) 099 05 08.     (W)   SCALED
 AB8963* NAVD 88 ORTHO HEIGHT -   491.534 (meters)     1612.64  (feet) ADJUSTED
 AB8963  ______________________________________________________________________
 AB8963  GEOID HEIGHT    -        -24.281 (meters)                     GEOID18
 AB8963  DYNAMIC HEIGHT  -        491.442 (meters)     1612.34  (feet) COMP
 AB8963  MODELED GRAVITY -    980,415.0   (mgal)                       NAVD 88
 AB8963
 AB8963  VERT ORDER      -  FIRST     CLASS II
 AB8963
 AB8963.The horizontal coordinates were scaled from a map and have
 AB8963.an estimated accuracy of +/- 6 seconds.
 AB8963
 AB8963.The orthometric height was determined by differential leveling and
 AB8963.adjusted by the NATIONAL GEODETIC SURVEY
 AB8963.in October 1997.
 AB8963
 AB8963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8963.GEOID18 height accuracy estimate available here.
 AB8963
 AB8963.Click photographs - Photos may exist for this station.
 AB8963
 AB8963.The dynamic height is computed by dividing the NAVD 88
 AB8963.geopotential number by the normal gravity value computed on the
 AB8963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8963.degrees latitude (g = 980.6199 gals.).
 AB8963
 AB8963.The modeled gravity was interpolated from observed gravity values.
 AB8963
 AB8963;                    North         East    Units  Estimated Accuracy
 AB8963;SPC SD N     -    77,830.      672,690.      MT  (+/- 180 meters Scaled)
 AB8963
 AB8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ932307(NAD 83)
 AB8963
 AB8963                          SUPERSEDED SURVEY CONTROL
 AB8963
 AB8963.No superseded survey control is available for this station.
 AB8963
 AB8963_MARKER: I = METAL ROD
 AB8963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8963_STAMPING: F 463 1994
 AB8963_MARK LOGO: NGS
 AB8963_PROJECTION: FLUSH
 AB8963_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8963+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8963_ROD/PIPE-DEPTH: 6.1 meters
 AB8963_SLEEVE-DEPTH  : 0.9 meters
 AB8963
 AB8963  HISTORY     - Date     Condition        Report By
 AB8963  HISTORY     - 1994     MONUMENTED       NGS
 AB8963
 AB8963                          STATION DESCRIPTION
 AB8963
 AB8963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8963'8.8 KM (5.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8963'IN MILLER, 556.0 M (1824.1 FT) WEST OF MILEPOST 296, 41.4 M (135.8 FT)
 AB8963'WEST OF THE CENTER OF A GRAVELED ROAD, 22.5 M (73.8 FT) SOUTH OF THE
 AB8963'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AB8963'0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AB8963'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8963'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9002 ***********************************************************************
 AB9002  DESIGNATION -  F 464
 AB9002  PID         -  AB9002
 AB9002  STATE/COUNTY-  SD/HUGHES
 AB9002  COUNTRY     -  US
 AB9002  USGS QUAD   -  HARROLD (2017)
 AB9002
 AB9002                         *CURRENT SURVEY CONTROL
 AB9002  ______________________________________________________________________
 AB9002* NAD 83(1986) POSITION- 44 31 35.     (N) 099 41 05.     (W)   SCALED
 AB9002* NAVD 88 ORTHO HEIGHT -   545.848 (meters)     1790.84  (feet) ADJUSTED
 AB9002  ______________________________________________________________________
 AB9002  GEOID HEIGHT    -        -23.617 (meters)                     GEOID18
 AB9002  DYNAMIC HEIGHT  -        545.739 (meters)     1790.48  (feet) COMP
 AB9002  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 AB9002
 AB9002  VERT ORDER      -  FIRST     CLASS II
 AB9002
 AB9002.The horizontal coordinates were scaled from a map and have
 AB9002.an estimated accuracy of +/- 6 seconds.
 AB9002
 AB9002.The orthometric height was determined by differential leveling and
 AB9002.adjusted by the NATIONAL GEODETIC SURVEY
 AB9002.in October 1997.
 AB9002
 AB9002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9002.GEOID18 height accuracy estimate available here.
 AB9002
 AB9002.Click photographs - Photos may exist for this station.
 AB9002
 AB9002.The dynamic height is computed by dividing the NAVD 88
 AB9002.geopotential number by the normal gravity value computed on the
 AB9002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9002.degrees latitude (g = 980.6199 gals.).
 AB9002
 AB9002.The modeled gravity was interpolated from observed gravity values.
 AB9002
 AB9002;                    North         East    Units  Estimated Accuracy
 AB9002;SPC SD S     -   243,850.      651,560.      MT  (+/- 180 meters Scaled)
 AB9002
 AB9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ455305(NAD 83)
 AB9002
 AB9002                          SUPERSEDED SURVEY CONTROL
 AB9002
 AB9002.No superseded survey control is available for this station.
 AB9002
 AB9002_MARKER: I = METAL ROD
 AB9002_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9002_STAMPING: F 464 1994
 AB9002_MARK LOGO: NGS
 AB9002_PROJECTION: FLUSH
 AB9002_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9002+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9002_ROD/PIPE-DEPTH: 6.4 meters
 AB9002_SLEEVE-DEPTH  : 0.9 meters
 AB9002
 AB9002  HISTORY     - Date     Condition        Report By
 AB9002  HISTORY     - 1994     MONUMENTED       NGS
 AB9002  HISTORY     - 20120514 GOOD             INDIV
 AB9002
 AB9002                          STATION DESCRIPTION
 AB9002
 AB9002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9002'19.2 KM (11.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB9002'STATE HIGHWAY 47 IN HIGHMORE, 93.0 M (305.1 FT) EAST OF MILEPOST 266,
 AB9002'22.6 M (74.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.9 M (42.3 FT)
 AB9002'WEST OF THE CENTER OF A TRACK ROAD, 3.4 M (11.2 FT) WEST OF A UTILITY
 AB9002'POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AB9002'WEST OF AN UNDERGROUND CABLE WARNING SIGN, AND 0.4 M (1.3 FT) EAST OF
 AB9002'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9002'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB9002'CLASS A MARK.
 AB9002
 AB9002                          STATION RECOVERY (2012)
 AB9002
 AB9002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5553 ***********************************************************************
 AC5553  DESIGNATION -  F 465
 AC5553  PID         -  AC5553
 AC5553  STATE/COUNTY-  SD/PENNINGTON
 AC5553  COUNTRY     -  US
 AC5553  USGS QUAD   -  ROCKERVILLE (2017)
 AC5553
 AC5553                         *CURRENT SURVEY CONTROL
 AC5553  ______________________________________________________________________
 AC5553* NAD 83(1986) POSITION- 43 53 10.     (N) 103 22 20.     (W)   SCALED
 AC5553* NAVD 88 ORTHO HEIGHT -  1349.250 (meters)     4426.66  (feet) ADJUSTED
 AC5553  ______________________________________________________________________
 AC5553  GEOID HEIGHT    -        -14.924 (meters)                     GEOID18
 AC5553  DYNAMIC HEIGHT  -       1348.683 (meters)     4424.80  (feet) COMP
 AC5553  MODELED GRAVITY -    980,150.6   (mgal)                       NAVD 88
 AC5553
 AC5553  VERT ORDER      -  FIRST     CLASS II
 AC5553
 AC5553.The horizontal coordinates were scaled from a map and have
 AC5553.an estimated accuracy of +/- 6 seconds.
 AC5553
 AC5553.The orthometric height was determined by differential leveling and
 AC5553.adjusted by the NATIONAL GEODETIC SURVEY
 AC5553.in October 1997.
 AC5553
 AC5553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5553.GEOID18 height accuracy estimate available here.
 AC5553
 AC5553.Click photographs - Photos may exist for this station.
 AC5553
 AC5553.The dynamic height is computed by dividing the NAVD 88
 AC5553.geopotential number by the normal gravity value computed on the
 AC5553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5553.degrees latitude (g = 980.6199 gals.).
 AC5553
 AC5553.The modeled gravity was interpolated from observed gravity values.
 AC5553
 AC5553;                    North         East    Units  Estimated Accuracy
 AC5553;SPC SD S     -   176,970.      355,870.      MT  (+/- 180 meters Scaled)
 AC5553
 AC5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ307605(NAD 83)
 AC5553
 AC5553                          SUPERSEDED SURVEY CONTROL
 AC5553
 AC5553.No superseded survey control is available for this station.
 AC5553
 AC5553_MARKER: DV = VERTICAL CONTROL DISK
 AC5553_SETTING: 66 = SET IN ROCK OUTCROP
 AC5553_STAMPING: F 465 1995
 AC5553_MARK LOGO: NGS
 AC5553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5553+STABILITY: POSITION/ELEVATION WELL
 AC5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5553+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 AC5553
 AC5553  HISTORY     - Date     Condition        Report By
 AC5553  HISTORY     - 1995     MONUMENTED       NGS
 AC5553  HISTORY     - 20110921 GOOD             INDIV
 AC5553
 AC5553                          STATION DESCRIPTION
 AC5553
 AC5553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5553'5.7 KM (3.55 MI) EASTERLY ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 AC5553'U.S. HIGHWAY 16 ALTERNATE IN KEYSTONE, NEAR THE CENTER OF A 3 BY
 AC5553'10-FOOT AREA OF OUTCROPPING BEDROCK, 768.0 M (2519.7 FT) WEST OF
 AC5553'MILEPOST 36, 26.1 M (85.6 FT) WEST OF THE EXTENDED CENTER OF A
 AC5553'GRAVELED ROAD, 11.5 M (37.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AC5553'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) WEST OF A
 AC5553'WITNESS POST.
 AC5553
 AC5553                          STATION RECOVERY (2011)
 AC5553
 AC5553'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 AC5553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9090 ***********************************************************************
 AB9090  DESIGNATION -  F 466
 AB9090  PID         -  AB9090
 AB9090  STATE/COUNTY-  SD/STANLEY
 AB9090  COUNTRY     -  US
 AB9090  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB9090
 AB9090                         *CURRENT SURVEY CONTROL
 AB9090  ______________________________________________________________________
 AB9090* NAD 83(1986) POSITION- 44 22 19.     (N) 100 57 52.     (W)   SCALED
 AB9090* NAVD 88 ORTHO HEIGHT -   630.774 (meters)     2069.46  (feet) ADJUSTED
 AB9090  ______________________________________________________________________
 AB9090  GEOID HEIGHT    -        -22.620 (meters)                     GEOID18
 AB9090  DYNAMIC HEIGHT  -        630.623 (meters)     2068.97  (feet) COMP
 AB9090  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 AB9090
 AB9090  VERT ORDER      -  FIRST     CLASS II
 AB9090
 AB9090.The horizontal coordinates were scaled from a map and have
 AB9090.an estimated accuracy of +/- 6 seconds.
 AB9090
 AB9090.The orthometric height was determined by differential leveling and
 AB9090.adjusted by the NATIONAL GEODETIC SURVEY
 AB9090.in October 1997.
 AB9090
 AB9090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9090.GEOID18 height accuracy estimate available here.
 AB9090
 AB9090.Click photographs - Photos may exist for this station.
 AB9090
 AB9090.The dynamic height is computed by dividing the NAVD 88
 AB9090.geopotential number by the normal gravity value computed on the
 AB9090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9090.degrees latitude (g = 980.6199 gals.).
 AB9090
 AB9090.The modeled gravity was interpolated from observed gravity values.
 AB9090
 AB9090;                    North         East    Units  Estimated Accuracy
 AB9090;SPC SD S     -   226,670.      549,700.      MT  (+/- 180 meters Scaled)
 AB9090
 AB9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ434150(NAD 83)
 AB9090
 AB9090                          SUPERSEDED SURVEY CONTROL
 AB9090
 AB9090.No superseded survey control is available for this station.
 AB9090
 AB9090_MARKER: I = METAL ROD
 AB9090_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9090_STAMPING: F 466 1995
 AB9090_MARK LOGO: NGS
 AB9090_PROJECTION: FLUSH
 AB9090_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9090+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9090_ROD/PIPE-DEPTH: 3.3 meters
 AB9090_SLEEVE-DEPTH  : 0.9 meters
 AB9090
 AB9090  HISTORY     - Date     Condition        Report By
 AB9090  HISTORY     - 1995     MONUMENTED       NGS
 AB9090  HISTORY     - 20120531 GOOD             INDIV
 AB9090
 AB9090                          STATION DESCRIPTION
 AB9090
 AB9090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9090'4.5 KM (2.80 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9090'IN HAYES, 185.0 M (607.0 FT) WEST OF MILEPOST 198, 51.4 M (168.6 FT)
 AB9090'NORTH OF THE HIGHWAY CENTERLINE, 25.8 M (84.6 FT) WEST OF THE EXTENDED
 AB9090'CENTER OF A CROSSOVER, 12.5 M (41.0 FT) NORTH OF THE CENTER OF A
 AB9090'GRAVELED ROAD, 1.7 M (5.6 FT) SOUTH OF A WITNESS POST AND UTILITY
 AB9090'POLE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AB9090'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9090
 AB9090                          STATION RECOVERY (2012)
 AB9090
 AB9090'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2003 ***********************************************************************
 AE2003  DESIGNATION -  F 467
 AE2003  PID         -  AE2003
 AE2003  STATE/COUNTY-  SD/CODINGTON
 AE2003  COUNTRY     -  US
 AE2003  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2003
 AE2003                         *CURRENT SURVEY CONTROL
 AE2003  ______________________________________________________________________
 AE2003* NAD 83(1986) POSITION- 44 53 26.     (N) 097 08 51.     (W)   SCALED
 AE2003* NAVD 88 ORTHO HEIGHT -   524.365 (meters)     1720.35  (feet) ADJUSTED
 AE2003  ______________________________________________________________________
 AE2003  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 AE2003  DYNAMIC HEIGHT  -        524.288 (meters)     1720.10  (feet) COMP
 AE2003  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 AE2003
 AE2003  VERT ORDER      -  FIRST     CLASS II
 AE2003
 AE2003.The horizontal coordinates were scaled from a map and have
 AE2003.an estimated accuracy of +/- 6 seconds.
 AE2003
 AE2003.The orthometric height was determined by differential leveling and
 AE2003.adjusted by the NATIONAL GEODETIC SURVEY
 AE2003.in July 1998.
 AE2003
 AE2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2003.GEOID18 height accuracy estimate available here.
 AE2003
 AE2003.Click photographs - Photos may exist for this station.
 AE2003
 AE2003.The dynamic height is computed by dividing the NAVD 88
 AE2003.geopotential number by the normal gravity value computed on the
 AE2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2003.degrees latitude (g = 980.6199 gals.).
 AE2003
 AE2003.The modeled gravity was interpolated from observed gravity values.
 AE2003
 AE2003;                    North         East    Units  Estimated Accuracy
 AE2003;SPC SD N     -   121,450.      825,280.      MT  (+/- 180 meters Scaled)
 AE2003
 AE2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ462724(NAD 83)
 AE2003
 AE2003                          SUPERSEDED SURVEY CONTROL
 AE2003
 AE2003.No superseded survey control is available for this station.
 AE2003
 AE2003_MARKER: I = METAL ROD
 AE2003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2003_STAMPING: F 467 1995
 AE2003_MARK LOGO: NGS
 AE2003_PROJECTION: FLUSH
 AE2003_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2003+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 AE2003_ROD/PIPE-DEPTH: 14.4 meters
 AE2003_SLEEVE-DEPTH  : 0.9 meters
 AE2003
 AE2003  HISTORY     - Date     Condition        Report By
 AE2003  HISTORY     - 1995     MONUMENTED       NGS
 AE2003  HISTORY     - 19950919 GOOD             NGS
 AE2003  HISTORY     - 19961011 GOOD             CHANCE
 AE2003  HISTORY     - 20160914 GOOD             INDIV
 AE2003
 AE2003                          STATION DESCRIPTION
 AE2003
 AE2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2003'IN WATERTOWN, AT THE INTERSECTION OF 21ST STREET AND U.S. HIGHWAY 212,
 AE2003'413.0 M (1355.0 FT) EAST OF MILEPOST 375, 29.9 M (98.1 FT) NORTH OF
 AE2003'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.6 M (87.3 FT)
 AE2003'WEST OF THE STREET CENTER, 2.0 M (6.6 FT) SOUTHWEST OF A STEEL POST,
 AE2003'1.9 M (6.2 FT) BELOW THE LEVEL OF THE STREET, 1.6 M (5.2 FT) EAST OF A
 AE2003'STEEL POST, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS
 AE2003'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES
 AE2003'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2003
 AE2003                          STATION RECOVERY (1996)
 AE2003
 AE2003'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2003'IN WATERTOWN, AT THE INTERSECTION OF 21ST STREET WEST AND U.S. HIGHWAY
 AE2003'212, 413.0 M (1355.0 FT) EAST OF MILEPOST 375, 29.9 M (98.1 FT) NORTH
 AE2003'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.6 M (87.3
 AE2003'FT) WEST OF THE STREET CENTER, 2.0 M (6.6 FT) SOUTHWEST OF A STEEL
 AE2003'POST, 1.9 M (6.2 FT) BELOW THE LEVEL OF THE STREET, 1.6 M (5.2 FT)
 AE2003'EAST OF A STEEL POST, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 AE2003'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE2003'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2003
 AE2003                          STATION RECOVERY (2016)
 AE2003
 AE2003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RES)
 AE2003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5809 ***********************************************************************
 AE5809  DESIGNATION -  F 468
 AE5809  PID         -  AE5809
 AE5809  STATE/COUNTY-  SD/CLARK
 AE5809  COUNTRY     -  US
 AE5809  USGS QUAD   -  RAYMOND (2017)
 AE5809
 AE5809                         *CURRENT SURVEY CONTROL
 AE5809  ______________________________________________________________________
 AE5809* NAD 83(1986) POSITION- 44 53 32.     (N) 097 57 46.     (W)   SCALED
 AE5809* NAVD 88 ORTHO HEIGHT -   436.322 (meters)     1431.50  (feet) ADJUSTED
 AE5809  ______________________________________________________________________
 AE5809  GEOID HEIGHT    -        -24.503 (meters)                     GEOID18
 AE5809  DYNAMIC HEIGHT  -        436.271 (meters)     1431.33  (feet) COMP
 AE5809  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 AE5809
 AE5809  VERT ORDER      -  FIRST     CLASS II
 AE5809
 AE5809.The horizontal coordinates were scaled from a map and have
 AE5809.an estimated accuracy of +/- 6 seconds.
 AE5809
 AE5809.The orthometric height was determined by differential leveling and
 AE5809.adjusted by the NATIONAL GEODETIC SURVEY
 AE5809.in July 1998.
 AE5809
 AE5809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5809.GEOID18 height accuracy estimate available here.
 AE5809
 AE5809.Click photographs - Photos may exist for this station.
 AE5809
 AE5809.The dynamic height is computed by dividing the NAVD 88
 AE5809.geopotential number by the normal gravity value computed on the
 AE5809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5809.degrees latitude (g = 980.6199 gals.).
 AE5809
 AE5809.The modeled gravity was interpolated from observed gravity values.
 AE5809
 AE5809;                    North         East    Units  Estimated Accuracy
 AE5809;SPC SD N     -   119,690.      760,900.      MT  (+/- 180 meters Scaled)
 AE5809
 AE5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ819715(NAD 83)
 AE5809
 AE5809                          SUPERSEDED SURVEY CONTROL
 AE5809
 AE5809.No superseded survey control is available for this station.
 AE5809
 AE5809_MARKER: F = FLANGE-ENCASED ROD
 AE5809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5809_STAMPING: F 468 1995
 AE5809_MARK LOGO: NGS
 AE5809_PROJECTION: FLUSH
 AE5809_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5809+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 AE5809_ROD/PIPE-DEPTH: 9.7 meters
 AE5809_SLEEVE-DEPTH  : 0.9 meters
 AE5809
 AE5809  HISTORY     - Date     Condition        Report By
 AE5809  HISTORY     - 1995     MONUMENTED       NGS
 AE5809  HISTORY     - 19990825 GOOD             NGS
 AE5809
 AE5809                          STATION DESCRIPTION
 AE5809
 AE5809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5809'11.0 KM (6.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5809'HUMPHREY DRIVE IN DOLAND, 574.0 M (1883.2 FT) EAST OF MILEPOST 334,
 AE5809'21.6 M (70.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.8 M (25.6 FT) EAST
 AE5809'OF THE CENTER OF A TRACK ROAD, 5.7 M (18.7 FT) NORTH OF A FENCE
 AE5809'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 AE5809'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AE5809'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5809'SPECIFICATIONS FOR A CLASS A MARK.
 AE5809
 AE5809                          STATION RECOVERY (1999)
 AE5809
 AE5809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE5809'11.0 KM (6.85 MI) EASTERLY ALONG U.S.  HIGHWAY 212 FROM THE JUNCTION
 AE5809'OF HUMPHERY DRIVE IN DOLAND, 574.0 M (1883.2 FT) EAST OF MILEPOST 334,
 AE5809'21.6 M (70.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.8 M (25.6 FT) EAST
 AE5809'OF THE CENTER OF A TRACK ROAD, 5.7 M (18.7 FT) NORTH OF A FENCE
 AE5809'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 AE5809'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AE5809'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5809'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY
 AE5809'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5849 ***********************************************************************
 AE5849  DESIGNATION -  F 469
 AE5849  PID         -  AE5849
 AE5849  STATE/COUNTY-  SD/FAULK
 AE5849  COUNTRY     -  US
 AE5849  USGS QUAD   -  ROCKHAM (2017)
 AE5849
 AE5849                         *CURRENT SURVEY CONTROL
 AE5849  ______________________________________________________________________
 AE5849* NAD 83(1986) POSITION- 44 53 50.     (N) 098 52 10.     (W)   SCALED
 AE5849* NAVD 88 ORTHO HEIGHT -   426.481 (meters)     1399.21  (feet) ADJUSTED
 AE5849  ______________________________________________________________________
 AE5849  GEOID HEIGHT    -        -24.139 (meters)                     GEOID18
 AE5849  DYNAMIC HEIGHT  -        426.426 (meters)     1399.03  (feet) COMP
 AE5849  MODELED GRAVITY -    980,475.9   (mgal)                       NAVD 88
 AE5849
 AE5849  VERT ORDER      -  FIRST     CLASS II
 AE5849
 AE5849.The horizontal coordinates were scaled from a map and have
 AE5849.an estimated accuracy of +/- 6 seconds.
 AE5849
 AE5849.The orthometric height was determined by differential leveling and
 AE5849.adjusted by the NATIONAL GEODETIC SURVEY
 AE5849.in July 1998.
 AE5849
 AE5849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5849.GEOID18 height accuracy estimate available here.
 AE5849
 AE5849.Click photographs - Photos may exist for this station.
 AE5849
 AE5849.The dynamic height is computed by dividing the NAVD 88
 AE5849.geopotential number by the normal gravity value computed on the
 AE5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5849.degrees latitude (g = 980.6199 gals.).
 AE5849
 AE5849.The modeled gravity was interpolated from observed gravity values.
 AE5849
 AE5849;                    North         East    Units  Estimated Accuracy
 AE5849;SPC SD N     -   118,850.      689,290.      MT  (+/- 180 meters Scaled)
 AE5849
 AE5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ103715(NAD 83)
 AE5849
 AE5849                          SUPERSEDED SURVEY CONTROL
 AE5849
 AE5849.No superseded survey control is available for this station.
 AE5849
 AE5849_MARKER: I = METAL ROD
 AE5849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5849_STAMPING: F 469 1996
 AE5849_MARK LOGO: NGS
 AE5849_PROJECTION: FLUSH
 AE5849_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5849+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5849_ROD/PIPE-DEPTH: 9.0 meters
 AE5849_SLEEVE-DEPTH  : 0.9 meters
 AE5849
 AE5849  HISTORY     - Date     Condition        Report By
 AE5849  HISTORY     - 1996     MONUMENTED       NGS
 AE5849
 AE5849                          STATION DESCRIPTION
 AE5849
 AE5849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5849'28.0 KM (17.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5849'OF U.S. HIGHWAY 281 IN REDFIELD, 24.0 M (78.7 FT) EAST OF THE CENTER
 AE5849'OF A GATE, 22.7 M (74.5 FT) EAST OF A UTILITY POLE, 21.7 M (71.2 FT)
 AE5849'NORTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) EAST OF MILEPOST
 AE5849'289, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 AE5849'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5849'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5849'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0551 ***********************************************************************
 PS0551  DESIGNATION -  F 47 RESET
 PS0551  PID         -  PS0551
 PS0551  STATE/COUNTY-  SD/FAULK
 PS0551  COUNTRY     -  US
 PS0551  USGS QUAD   -  BALD HILLS (2017)
 PS0551
 PS0551                         *CURRENT SURVEY CONTROL
 PS0551  ______________________________________________________________________
 PS0551* NAD 83(1986) POSITION- 44 54 44.     (N) 099 30 02.     (W)   SCALED
 PS0551* NAVD 88 ORTHO HEIGHT -   579.00  (meters)     1899.6   (feet) RESET
 PS0551  ______________________________________________________________________
 PS0551  GEOID HEIGHT    -        -22.944 (meters)                     GEOID18
 PS0551  VERT ORDER      -  THIRD
 PS0551
 PS0551.The horizontal coordinates were scaled from a map and have
 PS0551.an estimated accuracy of +/- 6 seconds.
 PS0551
 PS0551.The orthometric height was computed from unverified reset data.
 PS0551
 PS0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0551.GEOID18 height accuracy estimate available here.
 PS0551
 PS0551.Click photographs - Photos may exist for this station.
 PS0551
 PS0551;                    North         East    Units  Estimated Accuracy
 PS0551;SPC SD N     -   120,010.      639,440.      MT  (+/- 180 meters Scaled)
 PS0551
 PS0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ604733(NAD 83)
 PS0551
 PS0551                          SUPERSEDED SURVEY CONTROL
 PS0551
 PS0551.No superseded survey control is available for this station.
 PS0551
 PS0551_MARKER: DB = BENCH MARK DISK
 PS0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0551_STAMPING: F 47 RESET 1960
 PS0551_MARK LOGO: CGS
 PS0551_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0551+STABILITY: SURFACE MOTION
 PS0551
 PS0551  HISTORY     - Date     Condition        Report By
 PS0551  HISTORY     - 1960     MONUMENTED       CGS
 PS0551
 PS0551                          STATION DESCRIPTION
 PS0551
 PS0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PS0551'10.7 MI S FROM SENECA.
 PS0551'THIS MARK IS LOCATED 10.7 MILES SOUTH ALONG THE HIGHMORE ROAD
 PS0551'FROM THE POST OFFICE AT SENECA, AT THE INTERSECTION OF A
 PS0551'SECTION-LINE ROAD LEADING EAST, 111 FEET EAST OF THE CENTERLINE
 PS0551'OF THE HIGHMORE ROAD, 38 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 PS0551'ROAD, 17 FEET WEST OF AN OLD TELEPHONE POLE, 1-1/2 FEET WEST
 PS0551'OF A WITNESS POST, 1 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 PS0551'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4108 ***********************************************************************
 AE4108  DESIGNATION -  F 470
 AE4108  PID         -  AE4108
 AE4108  STATE/COUNTY-  SD/POTTER
 AE4108  COUNTRY     -  US
 AE4108  USGS QUAD   -  LEBANON (2017)
 AE4108
 AE4108                         *CURRENT SURVEY CONTROL
 AE4108  ______________________________________________________________________
 AE4108* NAD 83(1986) POSITION- 45 02 52.     (N) 099 51 31.     (W)   SCALED
 AE4108* NAVD 88 ORTHO HEIGHT -   627.680 (meters)     2059.31  (feet) ADJUSTED
 AE4108  ______________________________________________________________________
 AE4108  GEOID HEIGHT    -        -22.516 (meters)                     GEOID18
 AE4108  DYNAMIC HEIGHT  -        627.589 (meters)     2059.01  (feet) COMP
 AE4108  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 AE4108
 AE4108  VERT ORDER      -  FIRST     CLASS II
 AE4108
 AE4108.The horizontal coordinates were scaled from a map and have
 AE4108.an estimated accuracy of +/- 6 seconds.
 AE4108
 AE4108.The orthometric height was determined by differential leveling and
 AE4108.adjusted by the NATIONAL GEODETIC SURVEY
 AE4108.in July 1998.
 AE4108
 AE4108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4108.GEOID18 height accuracy estimate available here.
 AE4108
 AE4108.Click photographs - Photos may exist for this station.
 AE4108
 AE4108.The dynamic height is computed by dividing the NAVD 88
 AE4108.geopotential number by the normal gravity value computed on the
 AE4108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4108.degrees latitude (g = 980.6199 gals.).
 AE4108
 AE4108.The modeled gravity was interpolated from observed gravity values.
 AE4108
 AE4108;                    North         East    Units  Estimated Accuracy
 AE4108;SPC SD N     -   134,960.      611,140.      MT  (+/- 180 meters Scaled)
 AE4108
 AE4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ323886(NAD 83)
 AE4108
 AE4108                          SUPERSEDED SURVEY CONTROL
 AE4108
 AE4108.No superseded survey control is available for this station.
 AE4108
 AE4108_MARKER: I = METAL ROD
 AE4108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4108_STAMPING: F 470 1996
 AE4108_MARK LOGO: NGS
 AE4108_PROJECTION: FLUSH
 AE4108_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4108+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4108_ROD/PIPE-DEPTH: 6.1 meters
 AE4108_SLEEVE-DEPTH  : 0.9 meters
 AE4108
 AE4108  HISTORY     - Date     Condition        Report By
 AE4108  HISTORY     - 1996     MONUMENTED       NGS
 AE4108  HISTORY     - 20120613 GOOD             INDIV
 AE4108
 AE4108                          STATION DESCRIPTION
 AE4108
 AE4108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4108'8.6 KM (5.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4108'EXENE STREET IN GETTYSBURG, 301.0 M (987.5 FT) WEST OF MILEPOST 231,
 AE4108'18.9 M (62.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 15.9 M (52.2
 AE4108'FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) WEST OF A UTILITY
 AE4108'POLE, 1.0 M (3.3 FT) NORTH OF A UTILITY BRACE POLE, 0.5 M (1.6 FT)
 AE4108'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 AE4108'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4108'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4108
 AE4108                          STATION RECOVERY (2012)
 AE4108
 AE4108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4128 ***********************************************************************
 AE4128  DESIGNATION -  F 471
 AE4128  PID         -  AE4128
 AE4128  STATE/COUNTY-  SD/FAULK
 AE4128  COUNTRY     -  US
 AE4128  USGS QUAD   -  ONAKA SW (2017)
 AE4128
 AE4128                         *CURRENT SURVEY CONTROL
 AE4128  ______________________________________________________________________
 AE4128* NAD 83(1986) POSITION- 45 02 56.     (N) 099 23 22.     (W)   SCALED
 AE4128* NAVD 88 ORTHO HEIGHT -   551.340 (meters)     1808.85  (feet) ADJUSTED
 AE4128  ______________________________________________________________________
 AE4128  GEOID HEIGHT    -        -23.139 (meters)                     GEOID18
 AE4128  DYNAMIC HEIGHT  -        551.264 (meters)     1808.61  (feet) COMP
 AE4128  MODELED GRAVITY -    980,461.1   (mgal)                       NAVD 88
 AE4128
 AE4128  VERT ORDER      -  FIRST     CLASS II
 AE4128
 AE4128.The horizontal coordinates were scaled from a map and have
 AE4128.an estimated accuracy of +/- 6 seconds.
 AE4128
 AE4128.The orthometric height was determined by differential leveling and
 AE4128.adjusted by the NATIONAL GEODETIC SURVEY
 AE4128.in July 1998.
 AE4128
 AE4128.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4128.GEOID18 height accuracy estimate available here.
 AE4128
 AE4128.Click photographs - Photos may exist for this station.
 AE4128
 AE4128.The dynamic height is computed by dividing the NAVD 88
 AE4128.geopotential number by the normal gravity value computed on the
 AE4128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4128.degrees latitude (g = 980.6199 gals.).
 AE4128
 AE4128.The modeled gravity was interpolated from observed gravity values.
 AE4128
 AE4128;                    North         East    Units  Estimated Accuracy
 AE4128;SPC SD N     -   135,260.      648,100.      MT  (+/- 180 meters Scaled)
 AE4128
 AE4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ693884(NAD 83)
 AE4128
 AE4128                          SUPERSEDED SURVEY CONTROL
 AE4128
 AE4128.No superseded survey control is available for this station.
 AE4128
 AE4128_MARKER: I = METAL ROD
 AE4128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4128_STAMPING: F 471 1996
 AE4128_MARK LOGO: NGS
 AE4128_PROJECTION: FLUSH
 AE4128_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4128+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4128_ROD/PIPE-DEPTH: 6.6 meters
 AE4128_SLEEVE-DEPTH  : 0.9 meters
 AE4128
 AE4128  HISTORY     - Date     Condition        Report By
 AE4128  HISTORY     - 1996     MONUMENTED       NGS
 AE4128
 AE4128                          STATION DESCRIPTION
 AE4128
 AE4128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4128'21.3 KM (13.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4128'OFFICE IN FAULKTON, 35.4 M (116.1 FT) NORTH OF MILEPOST 254, 21.9 M
 AE4128'(71.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.4 M (47.2 FT) WEST OF
 AE4128'THE CENTER OF A GRAVELED ROAD, 1.8 M (5.9 FT) WEST OF A FENCE CORNER,
 AE4128'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 AE4128'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE4128'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE4128'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0361 ***********************************************************************
 PS0361  DESIGNATION -  F 48
 PS0361  PID         -  PS0361
 PS0361  STATE/COUNTY-  SD/HYDE
 PS0361  COUNTRY     -  US
 PS0361  USGS QUAD   -  MACS CORNER (2017)
 PS0361
 PS0361                         *CURRENT SURVEY CONTROL
 PS0361  ______________________________________________________________________
 PS0361* NAD 83(1986) POSITION- 44 21 13.     (N) 099 26 31.     (W)   SCALED
 PS0361* NAVD 88 ORTHO HEIGHT -   656.183 (meters)     2152.83  (feet) ADJUSTED
 PS0361  ______________________________________________________________________
 PS0361  GEOID HEIGHT    -        -24.148 (meters)                     GEOID18
 PS0361  DYNAMIC HEIGHT  -        656.034 (meters)     2152.34  (feet) COMP
 PS0361  MODELED GRAVITY -    980,370.5   (mgal)                       NAVD 88
 PS0361
 PS0361  VERT ORDER      -  SECOND    CLASS 0
 PS0361
 PS0361.The horizontal coordinates were scaled from a map and have
 PS0361.an estimated accuracy of +/- 6 seconds.
 PS0361
 PS0361.The orthometric height was determined by differential leveling and
 PS0361.adjusted by the NATIONAL GEODETIC SURVEY
 PS0361.in June 1991.
 PS0361
 PS0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0361.GEOID18 height accuracy estimate available here.
 PS0361
 PS0361.Click photographs - Photos may exist for this station.
 PS0361
 PS0361.The dynamic height is computed by dividing the NAVD 88
 PS0361.geopotential number by the normal gravity value computed on the
 PS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0361.degrees latitude (g = 980.6199 gals.).
 PS0361
 PS0361.The modeled gravity was interpolated from observed gravity values.
 PS0361
 PS0361;                    North         East    Units  Estimated Accuracy
 PS0361;SPC SD N     -    57,970.      644,490.      MT  (+/- 180 meters Scaled)
 PS0361
 PS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647112(NAD 83)
 PS0361
 PS0361                          SUPERSEDED SURVEY CONTROL
 PS0361
 PS0361  NGVD 29 (??/??/92)  655.80   (m)         2151.6    (f) COMPUTED    2 0
 PS0361
 PS0361.Superseded values are not recommended for survey control.
 PS0361
 PS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0361.See file dsdata.pdf to determine how the superseded data were derived.
 PS0361
 PS0361_MARKER: DB = BENCH MARK DISK
 PS0361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0361_SP_SET: CULVERT HEADWALL
 PS0361_STAMPING: F 48 1934
 PS0361_MARK LOGO: CGS
 PS0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0361+STABILITY: SURFACE MOTION
 PS0361
 PS0361  HISTORY     - Date     Condition        Report By
 PS0361  HISTORY     - 1934     MONUMENTED       CGS
 PS0361
 PS0361                          STATION DESCRIPTION
 PS0361
 PS0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0361'11.6 MI S FROM HIGHMORE.
 PS0361'11.6 MILES SOUTH OF DEPOT AT HIGHMORE ALONG THE HIGHMORE-CHAMBERLAIN
 PS0361'HIWAY AT CROSS ROAD.  SET IN CENTER OF THE NORTH HEADWALL OF
 PS0361'CROSS ROAD CULVERT.  70 FEET WEST OF CENTERLINE OF HIWAY AND
 PS0361'ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0425 ***********************************************************************
 OR0425  DESIGNATION -  F 49
 OR0425  PID         -  OR0425
 OR0425  STATE/COUNTY-  SD/BUFFALO
 OR0425  COUNTRY     -  US
 OR0425  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0425
 OR0425                         *CURRENT SURVEY CONTROL
 OR0425  ______________________________________________________________________
 OR0425* NAD 83(1986) POSITION- 43 56 00.89   (N) 099 18 23.11   (W)   HD_HELD1
 OR0425* NAVD 88 ORTHO HEIGHT -   540.563 (meters)     1773.50  (feet) ADJUSTED
 OR0425  ______________________________________________________________________
 OR0425  GEOID HEIGHT    -        -25.275 (meters)                     GEOID18
 OR0425  DYNAMIC HEIGHT  -        540.436 (meters)     1773.08  (feet) COMP
 OR0425  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 OR0425
 OR0425  VERT ORDER      -  FIRST     CLASS II
 OR0425
 OR0425.The horizontal coordinates were determined by differentially corrected
 OR0425.hand held GPS observations or other comparable positioning techniques
 OR0425.and have an estimated accuracy of +/- 3 meters.
 OR0425
 OR0425.The orthometric height was determined by differential leveling and
 OR0425.adjusted by the NATIONAL GEODETIC SURVEY
 OR0425.in June 1991.
 OR0425
 OR0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0425.GEOID18 height accuracy estimate available here.
 OR0425
 OR0425.Click photographs - Photos may exist for this station.
 OR0425
 OR0425.The dynamic height is computed by dividing the NAVD 88
 OR0425.geopotential number by the normal gravity value computed on the
 OR0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0425.degrees latitude (g = 980.6199 gals.).
 OR0425
 OR0425.The modeled gravity was interpolated from observed gravity values.
 OR0425
 OR0425;                    North         East    Units  Estimated Accuracy
 OR0425;SPC SD S     -   178,285.2     682,448.1     MT  (+/- 3 meters HH1 GPS) 
 OR0425
 OR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7540564541(NAD 83)
 OR0425
 OR0425                          SUPERSEDED SURVEY CONTROL
 OR0425
 OR0425  NGVD 29 (??/??/92)  540.236  (m)         1772.42   (f) ADJ UNCH    1 2
 OR0425
 OR0425.Superseded values are not recommended for survey control.
 OR0425
 OR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0425.See file dsdata.pdf to determine how the superseded data were derived.
 OR0425
 OR0425_MARKER: DB = BENCH MARK DISK
 OR0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0425_STAMPING: F 49 1934
 OR0425_MARK LOGO: CGS
 OR0425_PROJECTION: PROJECTING 12 CENTIMETERS
 OR0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0425+STABILITY: SURFACE MOTION
 OR0425
 OR0425  HISTORY     - Date     Condition        Report By
 OR0425  HISTORY     - 1934     MONUMENTED       CGS
 OR0425  HISTORY     - 1949     GOOD             CGS
 OR0425  HISTORY     - 1958     GOOD             CGS
 OR0425  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0425
 OR0425                          STATION DESCRIPTION
 OR0425
 OR0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0425'9.6 MI N FROM CHAMBERLAIN.
 OR0425'9.55 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL AT
 OR0425'CHAMBERLAIN, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 OR0425'NORTHEAST AND SOUTH, AT THE BUFFALO AND BRULE COUNTY LINE, ABOUT
 OR0425'ON THE PROJECTED CENTER LINE OF THE SOUTH TANGENT, 65 FEET
 OR0425'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF
 OR0425'THE CENTER LINE OF A FIELD ROAD LEADING WEST, 24.5 FEET EAST OF
 OR0425'TELEPHONE POLE NO. 7, 3.7 FEET SOUTHEAST OF A 3-WAY CORNER FENCE
 OR0425'POST, 1.6 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF A REFERENCE
 OR0425'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OR0425'ABOVE THE GROUND.  NOTE-- IT IS ON THE RIGHT-OF-WAY OF THE OLD
 OR0425'HIGHWAY AT THE BRULE-BUFFALO COUNTY LINE.  THE NEW HIGHWAY
 OR0425'LOCATION IS 0.5 MILE EAST OF THIS MARK.
 OR0425
 OR0425                          STATION RECOVERY (1958)
 OR0425
 OR0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0425'RECOVERED IN GOOD CONDITION.
 OR0425
 OR0425                          STATION RECOVERY (2013)
 OR0425
 OR0425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0260 ***********************************************************************
 OQ0260  DESIGNATION -  F 5
 OQ0260  PID         -  OQ0260
 OQ0260  STATE/COUNTY-  SD/MINNEHAHA
 OQ0260  COUNTRY     -  US
 OQ0260  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0260
 OQ0260                         *CURRENT SURVEY CONTROL
 OQ0260  ______________________________________________________________________
 OQ0260* NAD 83(1986) POSITION- 43 32 49.     (N) 096 47 26.     (W)   SCALED
 OQ0260* NAVD 88 ORTHO HEIGHT -   437.545 (meters)     1435.51  (feet) ADJUSTED
 OQ0260  ______________________________________________________________________
 OQ0260  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 OQ0260  DYNAMIC HEIGHT  -        437.428 (meters)     1435.13  (feet) COMP
 OQ0260  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 OQ0260
 OQ0260  VERT ORDER      -  FIRST     CLASS II
 OQ0260
 OQ0260.The horizontal coordinates were scaled from a map and have
 OQ0260.an estimated accuracy of +/- 6 seconds.
 OQ0260
 OQ0260.The orthometric height was determined by differential leveling and
 OQ0260.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0260.in June 1991.
 OQ0260
 OQ0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0260.GEOID18 height accuracy estimate available here.
 OQ0260
 OQ0260.Click photographs - Photos may exist for this station.
 OQ0260
 OQ0260.The dynamic height is computed by dividing the NAVD 88
 OQ0260.geopotential number by the normal gravity value computed on the
 OQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0260.degrees latitude (g = 980.6199 gals.).
 OQ0260
 OQ0260.The modeled gravity was interpolated from observed gravity values.
 OQ0260
 OQ0260;                    North         East    Units  Estimated Accuracy
 OQ0260;SPC SD S     -   140,930.      886,190.      MT  (+/- 180 meters Scaled)
 OQ0260
 OQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP784239(NAD 83)
 OQ0260
 OQ0260                          SUPERSEDED SURVEY CONTROL
 OQ0260
 OQ0260  NGVD 29 (??/??/92)  437.264  (m)         1434.59   (f) ADJ UNCH    1 2
 OQ0260
 OQ0260.Superseded values are not recommended for survey control.
 OQ0260
 OQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0260.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0260
 OQ0260_MARKER: DB = BENCH MARK DISK
 OQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0260_STAMPING: 1434.590 F 5 1925
 OQ0260_MARK LOGO: CGS
 OQ0260_PROJECTION: FLUSH
 OQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0260+STABILITY: SURFACE MOTION
 OQ0260
 OQ0260  HISTORY     - Date     Condition        Report By
 OQ0260  HISTORY     - 1925     MONUMENTED       CGS
 OQ0260  HISTORY     - 1953     GOOD             CGS
 OQ0260  HISTORY     - 19900514 MARK NOT FOUND   NGS
 OQ0260  HISTORY     - 20110330 MARK NOT FOUND   INDIV
 OQ0260
 OQ0260                          STATION DESCRIPTION
 OQ0260
 OQ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 OQ0260'3.5 MI W FROM SIOUX FALLS.
 OQ0260'3.5 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 OQ0260'SIOUX FALLS, MINNEHAHA COUNTY, ABOUT 1 MILE WEST OF BIG SIOUX
 OQ0260'RIVER, 185 YARDS EAST OF CULVERT P 133, AT A ROAD CROSSING, 40
 OQ0260'FEET NORTH OF THE CENTERLINE OF THE TRACK, 25 FEET EAST OF THE
 OQ0260'CENTERLINE OF THE ROAD, 15 FEET WEST OF A POLE, AND IN LINE WITH
 OQ0260'A ROW OF POLES.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 OQ0260'POST ABOUT FLUSH WITH THE GROUND.
 OQ0260
 OQ0260                          STATION RECOVERY (1990)
 OQ0260
 OQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0260'THE MARK MAY HAVE BEEN DESTROYED DURING PIPELINE CONSTRUCTION IN THE
 OQ0260'AREA.
 OQ0260
 OQ0260                          STATION RECOVERY (2011)
 OQ0260
 OQ0260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0963 ***********************************************************************
 PU0963  DESIGNATION -  F 5 B 1
 PU0963  PID         -  PU0963
 PU0963  STATE/COUNTY-  SD/MEADE
 PU0963  COUNTRY     -  US
 PU0963  USGS QUAD   -  OPAL WEST (2017)
 PU0963
 PU0963                         *CURRENT SURVEY CONTROL
 PU0963  ______________________________________________________________________
 PU0963* NAD 83(1986) POSITION- 44 58 09.     (N) 102 34 32.     (W)   SCALED
 PU0963* NAVD 88 ORTHO HEIGHT -   854.840 (meters)     2804.59  (feet) ADJUSTED
 PU0963  ______________________________________________________________________
 PU0963  GEOID HEIGHT    -        -18.097 (meters)                     GEOID18
 PU0963  DYNAMIC HEIGHT  -        854.658 (meters)     2803.99  (feet) COMP
 PU0963  MODELED GRAVITY -    980,375.0   (mgal)                       NAVD 88
 PU0963
 PU0963  VERT ORDER      -  SECOND    CLASS 0
 PU0963
 PU0963.The horizontal coordinates were scaled from a map and have
 PU0963.an estimated accuracy of +/- 6 seconds.
 PU0963
 PU0963.The orthometric height was determined by differential leveling and
 PU0963.adjusted by the NATIONAL GEODETIC SURVEY
 PU0963.in June 1991.
 PU0963
 PU0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0963.GEOID18 height accuracy estimate available here.
 PU0963
 PU0963.Click photographs - Photos may exist for this station.
 PU0963
 PU0963.The dynamic height is computed by dividing the NAVD 88
 PU0963.geopotential number by the normal gravity value computed on the
 PU0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0963.degrees latitude (g = 980.6199 gals.).
 PU0963
 PU0963.The modeled gravity was interpolated from observed gravity values.
 PU0963
 PU0963;                    North         East    Units  Estimated Accuracy
 PU0963;SPC SD N     -   129,450.      396,860.      MT  (+/- 180 meters Scaled)
 PU0963
 PU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK911823(NAD 83)
 PU0963
 PU0963                          SUPERSEDED SURVEY CONTROL
 PU0963
 PU0963  NGVD 29 (??/??/92)  854.38   (m)         2803.1    (f) COMPUTED    2 0
 PU0963
 PU0963.Superseded values are not recommended for survey control.
 PU0963
 PU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0963.See file dsdata.pdf to determine how the superseded data were derived.
 PU0963
 PU0963_MARKER: Z = SEE DESCRIPTION
 PU0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0963_SP_SET: PIER
 PU0963_STAMPING: F5 B1
 PU0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0963
 PU0963  HISTORY     - Date     Condition        Report By
 PU0963  HISTORY     - UNK      MONUMENTED       USAF
 PU0963  HISTORY     - 1962     GOOD             CGS
 PU0963
 PU0963                          STATION DESCRIPTION
 PU0963
 PU0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0963'5.1 MI S FROM MAURINE.
 PU0963'4.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MAURINE,
 PU0963'THENCE 0.3 MILE NORTH ACROSS COUNTRY, ON A SMALL HILL, IN A
 PU0963'PASTURE, 72 FEET NORTHEAST OF A POWER POLE, 39 FEET EAST OF A
 PU0963'POINT IN LINE WITH POWER POLES, CENTER OF TRIBRACH MOUNTED ON
 PU0963'THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET
 PU0963'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0287 ***********************************************************************
 PS0287  DESIGNATION -  F 50
 PS0287  PID         -  PS0287
 PS0287  STATE/COUNTY-  SD/HYDE
 PS0287  COUNTRY     -  US
 PS0287  USGS QUAD   -  HIGHMORE (2017)
 PS0287
 PS0287                         *CURRENT SURVEY CONTROL
 PS0287  ______________________________________________________________________
 PS0287* NAD 83(1986) POSITION- 44 31 14.07   (N) 099 22 54.19   (W)   HD_HELD1
 PS0287* NAVD 88 ORTHO HEIGHT -   564.653 (meters)     1852.53  (feet) ADJUSTED
 PS0287  ______________________________________________________________________
 PS0287  GEOID HEIGHT    -        -23.931 (meters)                     GEOID18
 PS0287  DYNAMIC HEIGHT  -        564.541 (meters)     1852.16  (feet) COMP
 PS0287  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 PS0287
 PS0287  VERT ORDER      -  FIRST     CLASS II
 PS0287
 PS0287.The horizontal coordinates were determined by differentially corrected
 PS0287.hand held GPS observations or other comparable positioning techniques
 PS0287.and have an estimated accuracy of +/- 3 meters.
 PS0287
 PS0287.The orthometric height was determined by differential leveling and
 PS0287.adjusted by the NATIONAL GEODETIC SURVEY
 PS0287.in October 1997.
 PS0287
 PS0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0287.GEOID18 height accuracy estimate available here.
 PS0287
 PS0287.Click photographs - Photos may exist for this station.
 PS0287
 PS0287.The dynamic height is computed by dividing the NAVD 88
 PS0287.geopotential number by the normal gravity value computed on the
 PS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0287.degrees latitude (g = 980.6199 gals.).
 PS0287
 PS0287.The modeled gravity was interpolated from observed gravity values.
 PS0287
 PS0287;                    North         East    Units  Estimated Accuracy
 PS0287;SPC SD N     -    76,555.6     649,152.9     MT  (+/- 3 meters HH1 GPS) 
 PS0287
 PS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6966429765(NAD 83)
 PS0287
 PS0287                          SUPERSEDED SURVEY CONTROL
 PS0287
 PS0287  NAVD 88 (06/15/91)  564.652  (m)         1852.53   (f) SUPERSEDED  1 2
 PS0287  NGVD 29 (??/??/92)  564.295  (m)         1851.36   (f) ADJ UNCH    1 2
 PS0287
 PS0287.Superseded values are not recommended for survey control.
 PS0287
 PS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0287.See file dsdata.pdf to determine how the superseded data were derived.
 PS0287
 PS0287_MARKER: DB = BENCH MARK DISK
 PS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0287_STAMPING: F 50 1934
 PS0287_MARK LOGO: CGS
 PS0287_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0287+STABILITY: SURFACE MOTION
 PS0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0287+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0287
 PS0287  HISTORY     - Date     Condition        Report By
 PS0287  HISTORY     - 1934     MONUMENTED       CGS
 PS0287  HISTORY     - 19941103 GOOD             NGS
 PS0287
 PS0287                          STATION DESCRIPTION
 PS0287
 PS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0287'3 MI E FROM HIGHMORE.
 PS0287'ABOUT 3.0 MILES EAT ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0287'FROM THE STATION AT HIGHMORE, HYDE COUNTY, ABOUT 10 POLES WEST
 PS0287'OF MILEPOST 422, ABOUT 100 FEET WEST OF CULVERT 210, AT A ROAD
 PS0287'CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 36 FEET
 PS0287'WEST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTHEAST OF A POLE,
 PS0287'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PS0287'F 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0287
 PS0287                          STATION RECOVERY (1994)
 PS0287
 PS0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0287'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0287'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG
 PS0287'A GRAVELED ROAD, 15.3 M (50.2 FT) NORTH-NORTHWEST OF A FENCE CORNER,
 PS0287'14.5 M (47.6 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0287'EASTERN RAILROAD, 11.1 M (36.4 FT) WEST OF THE ROAD CENTER, 0.8 M (2.6
 PS0287'FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PS0287'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0553 ***********************************************************************
 PR0553  DESIGNATION -  F 52
 PR0553  PID         -  PR0553
 PR0553  STATE/COUNTY-  SD/BEADLE
 PR0553  COUNTRY     -  US
 PR0553  USGS QUAD   -  PEARL CREEK COLONY (2017)
 PR0553
 PR0553                         *CURRENT SURVEY CONTROL
 PR0553  ______________________________________________________________________
 PR0553* NAD 83(1986) POSITION- 44 22 06.64   (N) 097 59 35.79   (W)   HD_HELD1
 PR0553* NAVD 88 ORTHO HEIGHT -   407.898 (meters)     1338.25  (feet) ADJUSTED
 PR0553  ______________________________________________________________________
 PR0553  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 PR0553  DYNAMIC HEIGHT  -        407.829 (meters)     1338.02  (feet) COMP
 PR0553  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 PR0553
 PR0553  VERT ORDER      -  SECOND    CLASS 0
 PR0553
 PR0553.The horizontal coordinates were determined by differentially corrected
 PR0553.hand held GPS observations or other comparable positioning techniques
 PR0553.and have an estimated accuracy of +/- 3 meters.
 PR0553
 PR0553.The orthometric height was determined by differential leveling and
 PR0553.adjusted by the NATIONAL GEODETIC SURVEY
 PR0553.in June 1991.
 PR0553
 PR0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0553.GEOID18 height accuracy estimate available here.
 PR0553
 PR0553.Click photographs - Photos may exist for this station.
 PR0553
 PR0553.The dynamic height is computed by dividing the NAVD 88
 PR0553.geopotential number by the normal gravity value computed on the
 PR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0553.degrees latitude (g = 980.6199 gals.).
 PR0553
 PR0553.The modeled gravity was interpolated from observed gravity values.
 PR0553
 PR0553;                    North         East    Units  Estimated Accuracy
 PR0553;SPC SD N     -    61,452.9     759,937.4     MT  (+/- 3 meters HH1 GPS) 
 PR0553
 PR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8021213296(NAD 83)
 PR0553
 PR0553                          SUPERSEDED SURVEY CONTROL
 PR0553
 PR0553  NGVD 29 (??/??/92)  407.633  (m)         1337.38   (f) ADJ UNCH    2 0
 PR0553
 PR0553.Superseded values are not recommended for survey control.
 PR0553
 PR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0553.See file dsdata.pdf to determine how the superseded data were derived.
 PR0553
 PR0553_MARKER: DB = BENCH MARK DISK
 PR0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0553_STAMPING: F 52 1934
 PR0553_MARK LOGO: CGS
 PR0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0553+STABILITY: SURFACE MOTION
 PR0553
 PR0553  HISTORY     - Date     Condition        Report By
 PR0553  HISTORY     - 1934     MONUMENTED       CGS
 PR0553  HISTORY     - 19940917 MARK NOT FOUND   NGS
 PR0553
 PR0553                          STATION DESCRIPTION
 PR0553
 PR0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0553'2.2 MI E FROM CAVOUR.
 PR0553'ABOUT 2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0553'FROM THE STATION AT CAVOUR, BEADLE COUNY, ABOUT 7 POLES EAST
 PR0553'OF MILEPOST 352, AT A ROAD CROSSING, 45 FEET WEST OF THE CENTER
 PR0553'LINE OF THE ROAD, ABOUT 100 FEET NORTH OF THE CENTER LINE
 PR0553'OF THE TRACK, 9 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND
 PR0553'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0553'F 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0553
 PR0553                          STATION RECOVERY (1994)
 PR0553
 PR0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0553'THE CONCRETE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0363 ***********************************************************************
 OQ0363  DESIGNATION -  F 53
 OQ0363  PID         -  OQ0363
 OQ0363  STATE/COUNTY-  SD/MCCOOK
 OQ0363  COUNTRY     -  US
 OQ0363  USGS QUAD   -  UNITYVILLE (2017)
 OQ0363
 OQ0363                         *CURRENT SURVEY CONTROL
 OQ0363  ______________________________________________________________________
 OQ0363* NAD 83(1986) POSITION- 43 50 54.     (N) 097 29 01.     (W)   SCALED
 OQ0363* NAVD 88 ORTHO HEIGHT -   468.498 (meters)     1537.06  (feet) ADJUSTED
 OQ0363  ______________________________________________________________________
 OQ0363  GEOID HEIGHT    -        -25.905 (meters)                     GEOID18
 OQ0363  DYNAMIC HEIGHT  -        468.387 (meters)     1536.70  (feet) COMP
 OQ0363  MODELED GRAVITY -    980,369.3   (mgal)                       NAVD 88
 OQ0363
 OQ0363  VERT ORDER      -  SECOND    CLASS 0
 OQ0363
 OQ0363.The horizontal coordinates were scaled from a map and have
 OQ0363.an estimated accuracy of +/- 6 seconds.
 OQ0363
 OQ0363.The orthometric height was determined by differential leveling and
 OQ0363.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0363.in June 1991.
 OQ0363
 OQ0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0363.GEOID18 height accuracy estimate available here.
 OQ0363
 OQ0363.Click photographs - Photos may exist for this station.
 OQ0363
 OQ0363.The dynamic height is computed by dividing the NAVD 88
 OQ0363.geopotential number by the normal gravity value computed on the
 OQ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0363.degrees latitude (g = 980.6199 gals.).
 OQ0363
 OQ0363.The modeled gravity was interpolated from observed gravity values.
 OQ0363
 OQ0363;                    North         East    Units  Estimated Accuracy
 OQ0363;SPC SD S     -   172,240.      829,080.      MT  (+/- 180 meters Scaled)
 OQ0363
 OQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP218561(NAD 83)
 OQ0363
 OQ0363                          SUPERSEDED SURVEY CONTROL
 OQ0363
 OQ0363  NGVD 29 (??/??/92)  468.202  (m)         1536.09   (f) ADJ UNCH    2 0
 OQ0363
 OQ0363.Superseded values are not recommended for survey control.
 OQ0363
 OQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0363.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0363
 OQ0363_MARKER: DB = BENCH MARK DISK
 OQ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0363_STAMPING: F 53 1934
 OQ0363_MARK LOGO: CGS
 OQ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0363+STABILITY: SURFACE MOTION
 OQ0363
 OQ0363  HISTORY     - Date     Condition        Report By
 OQ0363  HISTORY     - 1934     MONUMENTED       CGS
 OQ0363
 OQ0363                          STATION DESCRIPTION
 OQ0363
 OQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0363'3.6 MI NW FROM UNITYVILLE.
 OQ0363'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OQ0363'RAILWAY FROM THE STATION AT UNITYVILLE, MC COOK COUNTY,
 OQ0363'ABOUT 19 POLES SOUTHEAST OF MILEPOST 86, AT A ROAD CROSSING,
 OQ0363'45 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 42 FEET
 OQ0363'NORTHEAST OF THE CENTER LINE OF THE TRACK, ABOUT 30 FEET
 OQ0363'NORTHWEST OF A POLE, 4 FEET SOUTH OF THE RIGTH-OF-WAY FENCE
 OQ0363'CORNER, AND 3 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD
 OQ0363'DISK, STAMPED F 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0496 ***********************************************************************
 PR0496  DESIGNATION -  F 54
 PR0496  PID         -  PR0496
 PR0496  STATE/COUNTY-  SD/LAKE
 PR0496  COUNTRY     -  US
 PR0496  USGS QUAD   -  RAMONA (2017)
 PR0496
 PR0496                         *CURRENT SURVEY CONTROL
 PR0496  ______________________________________________________________________
 PR0496* NAD 83(1986) POSITION- 44 00 23.     (N) 097 10 16.     (W)   SCALED
 PR0496* NAVD 88 ORTHO HEIGHT -   511.717 (meters)     1678.86  (feet) ADJUSTED
 PR0496  ______________________________________________________________________
 PR0496  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 PR0496  DYNAMIC HEIGHT  -        511.595 (meters)     1678.46  (feet) COMP
 PR0496  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 PR0496
 PR0496  VERT ORDER      -  SECOND    CLASS 0
 PR0496
 PR0496.The horizontal coordinates were scaled from a map and have
 PR0496.an estimated accuracy of +/- 6 seconds.
 PR0496
 PR0496.The orthometric height was determined by differential leveling and
 PR0496.adjusted by the NATIONAL GEODETIC SURVEY
 PR0496.in June 1991.
 PR0496
 PR0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0496.GEOID18 height accuracy estimate available here.
 PR0496
 PR0496.Click photographs - Photos may exist for this station.
 PR0496
 PR0496.The dynamic height is computed by dividing the NAVD 88
 PR0496.geopotential number by the normal gravity value computed on the
 PR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0496.degrees latitude (g = 980.6199 gals.).
 PR0496
 PR0496.The modeled gravity was interpolated from observed gravity values.
 PR0496
 PR0496;                    North         East    Units  Estimated Accuracy
 PR0496;SPC SD S     -   190,690.      853,520.      MT  (+/- 180 meters Scaled)
 PR0496
 PR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP466742(NAD 83)
 PR0496
 PR0496                          SUPERSEDED SURVEY CONTROL
 PR0496
 PR0496  NGVD 29 (??/??/92)  511.422  (m)         1677.89   (f) ADJ UNCH    2 0
 PR0496
 PR0496.Superseded values are not recommended for survey control.
 PR0496
 PR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0496.See file dsdata.pdf to determine how the superseded data were derived.
 PR0496
 PR0496_MARKER: DB = BENCH MARK DISK
 PR0496_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0496_SP_SET: BOX CULVERT HEADWALL
 PR0496_STAMPING: F 54 1934
 PR0496_MARK LOGO: CGS
 PR0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0496+STABILITY: SURFACE MOTION
 PR0496
 PR0496  HISTORY     - Date     Condition        Report By
 PR0496  HISTORY     - 1934     MONUMENTED       CGS
 PR0496
 PR0496                          STATION DESCRIPTION
 PR0496
 PR0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0496'2.8 MI W FROM MADISON.
 PR0496'2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0496'PACIFIC RAILROAD FROM THE MUNICIPAL POWER PLANT AT MADISON,
 PR0496'LAKE COUNTY, ABOUT 21 POLES EAST OF MILEPOST 337, ABOUT 3-1/2
 PR0496'POLES SOUTHEAST OF A ROAD CROSSING, ABOUT 100 FEET SOUTHWEST
 PR0496'OF THE CENTER LINE OF THE TRACK, AT A CONCRETE BOX CULVERT ON
 PR0496'THE ROAD AROUND LAKE HERMAN, IN THE CENTER OF THE TOP OF THE
 PR0496'NORTHEAST CONCRETE HEAD WALL, AND ABOUT LEVEL WITH THE TRACK.
 PR0496'A STANDARD DISK, STAMPED F 54 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0196 ***********************************************************************
 PR0196  DESIGNATION -  F 55 RESET
 PR0196  PID         -  PR0196
 PR0196  STATE/COUNTY-  SD/BROOKINGS
 PR0196  COUNTRY     -  US
 PR0196  USGS QUAD   -  WHITE (2017)
 PR0196
 PR0196                         *CURRENT SURVEY CONTROL
 PR0196  ______________________________________________________________________
 PR0196* NAD 83(1986) POSITION- 44 24 32.     (N) 096 39 08.     (W)   SCALED
 PR0196* NAVD 88 ORTHO HEIGHT -   534.68  (meters)     1754.2   (feet) RESET
 PR0196  ______________________________________________________________________
 PR0196  GEOID HEIGHT    -        -25.265 (meters)                     GEOID18
 PR0196  VERT ORDER      -  THIRD
 PR0196
 PR0196.The horizontal coordinates were scaled from a map and have
 PR0196.an estimated accuracy of +/- 6 seconds.
 PR0196
 PR0196.The orthometric height was computed from unverified reset data.
 PR0196
 PR0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0196.GEOID18 height accuracy estimate available here.
 PR0196
 PR0196.Click photographs - Photos may exist for this station.
 PR0196
 PR0196;                    North         East    Units  Estimated Accuracy
 PR0196;SPC SD N     -    69,470.      866,590.      MT  (+/- 180 meters Scaled)
 PR0196
 PR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ869199(NAD 83)
 PR0196
 PR0196                          SUPERSEDED SURVEY CONTROL
 PR0196
 PR0196.No superseded survey control is available for this station.
 PR0196
 PR0196_MARKER: DB = BENCH MARK DISK
 PR0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0196_STAMPING: F 55 RESET 1971
 PR0196_MARK LOGO: CGS
 PR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0196+STABILITY: SURFACE MOTION
 PR0196
 PR0196  HISTORY     - Date     Condition        Report By
 PR0196  HISTORY     - 1971     MONUMENTED       NGS
 PR0196
 PR0196                          STATION DESCRIPTION
 PR0196
 PR0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PR0196'2 MI S FROM WHITE.
 PR0196'2 MILES SOUTH OF WHITE, 0.5 MILE SOUTHWEST OF A GRAVELED
 PR0196'CROSSROAD, 0.3 MILE WEST OF THE FARMSTEAD AND ON PROPERTY OF MR.
 PR0196'KENNETH HARTLEY, AT THE NORTH END OF AN ABANDONED RAILROAD
 PR0196'GRADE, AT THE EAST EDGE OF THE TOP OF THE GRADE, 53 FEET
 PR0196'SOUTHWEST OF THE NORTHWEST CORNER POST OF A PERMANENT PASTURE,
 PR0196'AND 2 FEET NORTH OF A METAL WITNESS POST, SET IN A SQUARE
 PR0196'CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0317 ***********************************************************************
 PR0317  DESIGNATION -  F 56
 PR0317  PID         -  PR0317
 PR0317  STATE/COUNTY-  SD/DEUEL
 PR0317  COUNTRY     -  US
 PR0317  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0317
 PR0317                         *CURRENT SURVEY CONTROL
 PR0317  ______________________________________________________________________
 PR0317* NAD 83(1986) POSITION- 44 52 08.     (N) 096 44 54.     (W)   SCALED
 PR0317* NAVD 88 ORTHO HEIGHT -   564.624 (meters)     1852.44  (feet) ADJUSTED
 PR0317  ______________________________________________________________________
 PR0317  GEOID HEIGHT    -        -25.306 (meters)                     GEOID18
 PR0317  DYNAMIC HEIGHT  -        564.540 (meters)     1852.16  (feet) COMP
 PR0317  MODELED GRAVITY -    980,450.9   (mgal)                       NAVD 88
 PR0317
 PR0317  VERT ORDER      -  SECOND    CLASS 0
 PR0317
 PR0317.The horizontal coordinates were scaled from a map and have
 PR0317.an estimated accuracy of +/- 6 seconds.
 PR0317
 PR0317.The orthometric height was determined by differential leveling and
 PR0317.adjusted by the NATIONAL GEODETIC SURVEY
 PR0317.in June 1991.
 PR0317
 PR0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0317.GEOID18 height accuracy estimate available here.
 PR0317
 PR0317.Click photographs - Photos may exist for this station.
 PR0317
 PR0317.The dynamic height is computed by dividing the NAVD 88
 PR0317.geopotential number by the normal gravity value computed on the
 PR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0317.degrees latitude (g = 980.6199 gals.).
 PR0317
 PR0317.The modeled gravity was interpolated from observed gravity values.
 PR0317
 PR0317;                    North         East    Units  Estimated Accuracy
 PR0317;SPC SD N     -   120,230.      856,880.      MT  (+/- 180 meters Scaled)
 PR0317
 PR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ778708(NAD 83)
 PR0317
 PR0317                          SUPERSEDED SURVEY CONTROL
 PR0317
 PR0317  NGVD 29 (??/??/92)  564.357  (m)         1851.56   (f) ADJ UNCH    2 0
 PR0317
 PR0317.Superseded values are not recommended for survey control.
 PR0317
 PR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0317.See file dsdata.pdf to determine how the superseded data were derived.
 PR0317
 PR0317_MARKER: DB = BENCH MARK DISK
 PR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0317_STAMPING: F 56 1934
 PR0317_MARK LOGO: CGS
 PR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0317+STABILITY: SURFACE MOTION
 PR0317
 PR0317  HISTORY     - Date     Condition        Report By
 PR0317  HISTORY     - 1934     MONUMENTED       CGS
 PR0317
 PR0317                          STATION DESCRIPTION
 PR0317
 PR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0317'3.6 MI W FROM ALTAMONT.
 PR0317'ABOUT 3.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0317'FROM THE WATER TANK AT ALTAMONT, DEUEL COUNTY, ABOUT 3 POLES
 PR0317'WEST OF MILEPOST 301, ABOUT 45 FEET SOUTH OF THE TRACK, AND ABOUT
 PR0317'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 56
 PR0317'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0643 ***********************************************************************
 PR0643  DESIGNATION -  F 57
 PR0643  PID         -  PR0643
 PR0643  STATE/COUNTY-  SD/CLARK
 PR0643  COUNTRY     -  US
 PR0643  USGS QUAD   -  GARDEN CITY (2017)
 PR0643
 PR0643                         *CURRENT SURVEY CONTROL
 PR0643  ______________________________________________________________________
 PR0643* NAD 83(1986) POSITION- 44 57 26.     (N) 097 34 54.     (W)   SCALED
 PR0643* NAVD 88 ORTHO HEIGHT -   567.483 (meters)     1861.82  (feet) ADJUSTED
 PR0643  ______________________________________________________________________
 PR0643  GEOID HEIGHT    -        -24.775 (meters)                     GEOID18
 PR0643  DYNAMIC HEIGHT  -        567.400 (meters)     1861.54  (feet) COMP
 PR0643  MODELED GRAVITY -    980,451.7   (mgal)                       NAVD 88
 PR0643
 PR0643  VERT ORDER      -  SECOND    CLASS 0
 PR0643
 PR0643.The horizontal coordinates were scaled from a map and have
 PR0643.an estimated accuracy of +/- 6 seconds.
 PR0643
 PR0643.The orthometric height was determined by differential leveling and
 PR0643.adjusted by the NATIONAL GEODETIC SURVEY
 PR0643.in June 1991.
 PR0643
 PR0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0643.GEOID18 height accuracy estimate available here.
 PR0643
 PR0643.Click photographs - Photos may exist for this station.
 PR0643
 PR0643.The dynamic height is computed by dividing the NAVD 88
 PR0643.geopotential number by the normal gravity value computed on the
 PR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0643.degrees latitude (g = 980.6199 gals.).
 PR0643
 PR0643.The modeled gravity was interpolated from observed gravity values.
 PR0643
 PR0643;                    North         East    Units  Estimated Accuracy
 PR0643;SPC SD N     -   127,740.      790,780.      MT  (+/- 180 meters Scaled)
 PR0643
 PR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ118791(NAD 83)
 PR0643
 PR0643                          SUPERSEDED SURVEY CONTROL
 PR0643
 PR0643  NGVD 29 (??/??/92)  567.170  (m)         1860.79   (f) ADJ UNCH    2 0
 PR0643
 PR0643.Superseded values are not recommended for survey control.
 PR0643
 PR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0643.See file dsdata.pdf to determine how the superseded data were derived.
 PR0643
 PR0643_MARKER: DB = BENCH MARK DISK
 PR0643_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0643+WITH SETTING: PAVEMENT
 PR0643_SP_SET: LAMP POST BASE
 PR0643_STAMPING: F 57 1934
 PR0643_MARK LOGO: CGS
 PR0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0643+STABILITY: SURFACE MOTION
 PR0643
 PR0643  HISTORY     - Date     Condition        Report By
 PR0643  HISTORY     - 1934     MONUMENTED       CGS
 PR0643
 PR0643                          STATION DESCRIPTION
 PR0643
 PR0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0643'AT GARDEN CITY.
 PR0643'AT GARDEN CITY, CLARK COUNTY, AT THE CENTER OF THE INTERSECTION OF
 PR0643'MAIN STREET AND GROVER AVENUE, IN THE TOP OF THE CONCRETE BASE
 PR0643'OF A LAMPPOST, AND ABOUT 2 FEET HIGHER THAN THE STREET.  A
 PR0643'STANDARD DISK, STAMPED F 57 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0609 ***********************************************************************
 PR0609  DESIGNATION -  F 58
 PR0609  PID         -  PR0609
 PR0609  STATE/COUNTY-  SD/CLARK
 PR0609  COUNTRY     -  US
 PR0609  USGS QUAD   -  CLARK NORTH (2017)
 PR0609
 PR0609                         *CURRENT SURVEY CONTROL
 PR0609  ______________________________________________________________________
 PR0609* NAD 83(1986) POSITION- 44 53 04.     (N) 097 42 18.     (W)   SCALED
 PR0609* NAVD 88 ORTHO HEIGHT -   546.157 (meters)     1791.85  (feet) ADJUSTED
 PR0609  ______________________________________________________________________
 PR0609  GEOID HEIGHT    -        -24.619 (meters)                     GEOID18
 PR0609  DYNAMIC HEIGHT  -        546.078 (meters)     1791.59  (feet) COMP
 PR0609  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PR0609
 PR0609  VERT ORDER      -  SECOND    CLASS 0
 PR0609
 PR0609.The horizontal coordinates were scaled from a map and have
 PR0609.an estimated accuracy of +/- 6 seconds.
 PR0609
 PR0609.The orthometric height was determined by differential leveling and
 PR0609.adjusted by the NATIONAL GEODETIC SURVEY
 PR0609.in June 1991.
 PR0609
 PR0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0609.GEOID18 height accuracy estimate available here.
 PR0609
 PR0609.Click photographs - Photos may exist for this station.
 PR0609
 PR0609.The dynamic height is computed by dividing the NAVD 88
 PR0609.geopotential number by the normal gravity value computed on the
 PR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0609.degrees latitude (g = 980.6199 gals.).
 PR0609
 PR0609.The modeled gravity was interpolated from observed gravity values.
 PR0609
 PR0609;                    North         East    Units  Estimated Accuracy
 PR0609;SPC SD N     -   119,370.      781,280.      MT  (+/- 180 meters Scaled)
 PR0609
 PR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ022709(NAD 83)
 PR0609
 PR0609                          SUPERSEDED SURVEY CONTROL
 PR0609
 PR0609  NGVD 29 (??/??/92)  545.844  (m)         1790.82   (f) ADJ UNCH    2 0
 PR0609
 PR0609.Superseded values are not recommended for survey control.
 PR0609
 PR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0609.See file dsdata.pdf to determine how the superseded data were derived.
 PR0609
 PR0609_MARKER: DB = BENCH MARK DISK
 PR0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0609_SP_SET: BRIDGE
 PR0609_STAMPING: F 58 1934
 PR0609_MARK LOGO: CGS
 PR0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0609
 PR0609  HISTORY     - Date     Condition        Report By
 PR0609  HISTORY     - 1934     MONUMENTED       CGS
 PR0609
 PR0609                          STATION DESCRIPTION
 PR0609
 PR0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0609'1.4 MI E FROM CLARK.
 PR0609'1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0609'THE STATION AT CLARK, CLARK COUNTY, AT BRIDGE D 411, IN THE TOP
 PR0609'OF THE WEST END OF THE SOUTH STONE HEAD WALL, AND ABOUT 1.5 FEET
 PR0609'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 58 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0028 ***********************************************************************
 PS0028  DESIGNATION -  F 59
 PS0028  PID         -  PS0028
 PS0028  STATE/COUNTY-  SD/SPINK
 PS0028  COUNTRY     -  US
 PS0028  USGS QUAD   -  ASHTON (2017)
 PS0028
 PS0028                         *CURRENT SURVEY CONTROL
 PS0028  ______________________________________________________________________
 PS0028* NAD 83(1986) POSITION- 44 52 36.98   (N) 098 27 26.61   (W)   HD_HELD1
 PS0028* NAVD 88 ORTHO HEIGHT -   392.066 (meters)     1286.30  (feet) ADJUSTED
 PS0028  ______________________________________________________________________
 PS0028  GEOID HEIGHT    -        -24.303 (meters)                     GEOID18
 PS0028  DYNAMIC HEIGHT  -        392.023 (meters)     1286.16  (feet) COMP
 PS0028  MODELED GRAVITY -    980,496.4   (mgal)                       NAVD 88
 PS0028
 PS0028  VERT ORDER      -  SECOND    CLASS 0
 PS0028
 PS0028.The horizontal coordinates were determined by differentially corrected
 PS0028.hand held GPS observations or other comparable positioning techniques
 PS0028.and have an estimated accuracy of +/- 3 meters.
 PS0028
 PS0028.The orthometric height was determined by differential leveling and
 PS0028.adjusted by the NATIONAL GEODETIC SURVEY
 PS0028.in June 1991.
 PS0028
 PS0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0028.GEOID18 height accuracy estimate available here.
 PS0028
 PS0028.Click photographs - Photos may exist for this station.
 PS0028
 PS0028.The dynamic height is computed by dividing the NAVD 88
 PS0028.geopotential number by the normal gravity value computed on the
 PS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0028.degrees latitude (g = 980.6199 gals.).
 PS0028
 PS0028.The modeled gravity was interpolated from observed gravity values.
 PS0028
 PS0028;                    North         East    Units  Estimated Accuracy
 PS0028;SPC SD N     -   117,128.8     721,875.6     MT  (+/- 3 meters HH1 GPS) 
 PS0028
 PS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4285769423(NAD 83)
 PS0028
 PS0028                          SUPERSEDED SURVEY CONTROL
 PS0028
 PS0028  NGVD 29 (??/??/92)  391.774  (m)         1285.35   (f) ADJ UNCH    2 0
 PS0028
 PS0028.Superseded values are not recommended for survey control.
 PS0028
 PS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0028.See file dsdata.pdf to determine how the superseded data were derived.
 PS0028
 PS0028_MARKER: DB = BENCH MARK DISK
 PS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0028_STAMPING: F 59 1934
 PS0028_MARK LOGO: CGS
 PS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0028+STABILITY: SURFACE MOTION
 PS0028
 PS0028  HISTORY     - Date     Condition        Report By
 PS0028  HISTORY     - 1934     MONUMENTED       CGS
 PS0028
 PS0028                          STATION DESCRIPTION
 PS0028
 PS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0028'2.9 MI E FROM REDFIELD.
 PS0028'ABOUT 2.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0028'FROM THE COURTHOUSE AT REDFIELD, SPINK COUNTY, ABOUT 2 POLES EAST
 PS0028'OF MILEPOST 387, 35 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PS0028'AND ABOUT 3-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 PS0028'STAMPED F 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0491 ***********************************************************************
 OQ0491  DESIGNATION -  F 6
 OQ0491  PID         -  OQ0491
 OQ0491  STATE/COUNTY-  SD/MCCOOK
 OQ0491  COUNTRY     -  US
 OQ0491  USGS QUAD   -  SPENCER (2017)
 OQ0491
 OQ0491                         *CURRENT SURVEY CONTROL
 OQ0491  ______________________________________________________________________
 OQ0491* NAD 83(1986) POSITION- 43 43 25.     (N) 097 32 55.     (W)   SCALED
 OQ0491* NAVD 88 ORTHO HEIGHT -   436.177 (meters)     1431.02  (feet) ADJUSTED
 OQ0491  ______________________________________________________________________
 OQ0491  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 OQ0491  DYNAMIC HEIGHT  -        436.074 (meters)     1430.69  (feet) COMP
 OQ0491  MODELED GRAVITY -    980,369.6   (mgal)                       NAVD 88
 OQ0491
 OQ0491  VERT ORDER      -  FIRST     CLASS II
 OQ0491
 OQ0491.The horizontal coordinates were scaled from a map and have
 OQ0491.an estimated accuracy of +/- 6 seconds.
 OQ0491
 OQ0491.The orthometric height was determined by differential leveling and
 OQ0491.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0491.in June 1991.
 OQ0491
 OQ0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0491.GEOID18 height accuracy estimate available here.
 OQ0491
 OQ0491.Click photographs - Photos may exist for this station.
 OQ0491
 OQ0491.The dynamic height is computed by dividing the NAVD 88
 OQ0491.geopotential number by the normal gravity value computed on the
 OQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0491.degrees latitude (g = 980.6199 gals.).
 OQ0491
 OQ0491.The modeled gravity was interpolated from observed gravity values.
 OQ0491
 OQ0491;                    North         East    Units  Estimated Accuracy
 OQ0491;SPC SD S     -   158,210.      824,320.      MT  (+/- 180 meters Scaled)
 OQ0491
 OQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP169421(NAD 83)
 OQ0491
 OQ0491                          SUPERSEDED SURVEY CONTROL
 OQ0491
 OQ0491  NGVD 29 (??/??/92)  435.892  (m)         1430.09   (f) ADJ UNCH    1 2
 OQ0491
 OQ0491.Superseded values are not recommended for survey control.
 OQ0491
 OQ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0491.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0491
 OQ0491_MARKER: DB = BENCH MARK DISK
 OQ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0491_STAMPING: 1430.089 F 6 1925
 OQ0491_MARK LOGO: CGS
 OQ0491_PROJECTION: FLUSH
 OQ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0491+STABILITY: SURFACE MOTION
 OQ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0491+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 OQ0491
 OQ0491  HISTORY     - Date     Condition        Report By
 OQ0491  HISTORY     - 1925     MONUMENTED       CGS
 OQ0491  HISTORY     - 1973     GOOD             USGS
 OQ0491  HISTORY     - 1973     GOOD             NGS
 OQ0491  HISTORY     - 20120514 GOOD             INDIV
 OQ0491
 OQ0491                          STATION DESCRIPTION
 OQ0491
 OQ0491'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OQ0491'2.3 MI E FROM SPENCER.
 OQ0491'ABOUT 2 1/3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RY.
 OQ0491'FROM SPENCER, MC COOK COUNTY.  AT A ROAD CROSSING, 38 FT. SOUTH
 OQ0491'OF THE CENTERLINE OF THE TRACK, 24.6 FT. EAST OF THE CENTERLINE
 OQ0491'OF THE ROAD.  A STANDARD DISK, STAMPED 1430.089 F 6 1925 AND
 OQ0491'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OQ0491
 OQ0491                          STATION RECOVERY (1973)
 OQ0491
 OQ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OQ0491'RECOVERED IN GOOD CONDITION.
 OQ0491
 OQ0491                          STATION RECOVERY (2012)
 OQ0491
 OQ0491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0787 ***********************************************************************
 PU0787  DESIGNATION -  F 6 B 2
 PU0787  PID         -  PU0787
 PU0787  STATE/COUNTY-  SD/MEADE
 PU0787  COUNTRY     -  US
 PU0787  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0787
 PU0787                         *CURRENT SURVEY CONTROL
 PU0787  ______________________________________________________________________
 PU0787* NAD 83(1986) POSITION- 44 57 05.     (N) 102 39 08.     (W)   SCALED
 PU0787* NAVD 88 ORTHO HEIGHT -   858.600 (meters)     2816.92  (feet) ADJUSTED
 PU0787  ______________________________________________________________________
 PU0787  GEOID HEIGHT    -        -17.924 (meters)                     GEOID18
 PU0787  DYNAMIC HEIGHT  -        858.413 (meters)     2816.31  (feet) COMP
 PU0787  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 PU0787
 PU0787  VERT ORDER      -  SECOND    CLASS 0
 PU0787
 PU0787.The horizontal coordinates were scaled from a map and have
 PU0787.an estimated accuracy of +/- 6 seconds.
 PU0787
 PU0787.The orthometric height was determined by differential leveling and
 PU0787.adjusted by the NATIONAL GEODETIC SURVEY
 PU0787.in June 1991.
 PU0787
 PU0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0787.GEOID18 height accuracy estimate available here.
 PU0787
 PU0787.Click photographs - Photos may exist for this station.
 PU0787
 PU0787.The dynamic height is computed by dividing the NAVD 88
 PU0787.geopotential number by the normal gravity value computed on the
 PU0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0787.degrees latitude (g = 980.6199 gals.).
 PU0787
 PU0787.The modeled gravity was interpolated from observed gravity values.
 PU0787
 PU0787;                    North         East    Units  Estimated Accuracy
 PU0787;SPC SD N     -   127,670.      390,750.      MT  (+/- 180 meters Scaled)
 PU0787
 PU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK851802(NAD 83)
 PU0787
 PU0787                          SUPERSEDED SURVEY CONTROL
 PU0787
 PU0787  NGVD 29 (??/??/92)  858.13   (m)         2815.4    (f) COMPUTED    2 0
 PU0787
 PU0787.Superseded values are not recommended for survey control.
 PU0787
 PU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0787.See file dsdata.pdf to determine how the superseded data were derived.
 PU0787
 PU0787_MARKER: Z = SEE DESCRIPTION
 PU0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0787_SP_SET: PIER
 PU0787_STAMPING: F 6 B 2
 PU0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0787
 PU0787  HISTORY     - Date     Condition        Report By
 PU0787  HISTORY     - UNK      MONUMENTED       USAF
 PU0787  HISTORY     - 1962     GOOD             CGS
 PU0787
 PU0787                          STATION DESCRIPTION
 PU0787
 PU0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0787'8.2 MI SW FROM MAURINE.
 PU0787'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0787'THENCE 5.1 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE
 PU0787'EAST ACROSS COUNTRY, ON THE TOP OF A SMALL RIDGE, CENTER OF
 PU0787'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0787'PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0084 ***********************************************************************
 QR0084  DESIGNATION -  F 60
 QR0084  PID         -  QR0084
 QR0084  STATE/COUNTY-  SD/BROWN
 QR0084  COUNTRY     -  US
 QR0084  USGS QUAD   -  WARNER (2017)
 QR0084
 QR0084                         *CURRENT SURVEY CONTROL
 QR0084  ______________________________________________________________________
 QR0084* NAD 83(1986) POSITION- 45 19 38.15   (N) 098 29 43.78   (W)   HD_HELD1
 QR0084* NAVD 88 ORTHO HEIGHT -   395.338 (meters)     1297.04  (feet) ADJUSTED
 QR0084  ______________________________________________________________________
 QR0084  GEOID HEIGHT    -        -24.322 (meters)                     GEOID18
 QR0084  DYNAMIC HEIGHT  -        395.309 (meters)     1296.94  (feet) COMP
 QR0084  MODELED GRAVITY -    980,531.0   (mgal)                       NAVD 88
 QR0084
 QR0084  VERT ORDER      -  SECOND    CLASS 0
 QR0084
 QR0084.The horizontal coordinates were determined by differentially corrected
 QR0084.hand held GPS observations or other comparable positioning techniques
 QR0084.and have an estimated accuracy of +/- 3 meters.
 QR0084
 QR0084.The orthometric height was determined by differential leveling and
 QR0084.adjusted by the NATIONAL GEODETIC SURVEY
 QR0084.in June 1991.
 QR0084
 QR0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0084.GEOID18 height accuracy estimate available here.
 QR0084
 QR0084.Click photographs - Photos may exist for this station.
 QR0084
 QR0084.The dynamic height is computed by dividing the NAVD 88
 QR0084.geopotential number by the normal gravity value computed on the
 QR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0084.degrees latitude (g = 980.6199 gals.).
 QR0084
 QR0084.The modeled gravity was interpolated from observed gravity values.
 QR0084
 QR0084;                    North         East    Units  Estimated Accuracy
 QR0084;SPC SD N     -   167,106.9     717,935.7     MT  (+/- 3 meters HH1 GPS) 
 QR0084
 QR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3953519430(NAD 83)
 QR0084
 QR0084                          SUPERSEDED SURVEY CONTROL
 QR0084
 QR0084  NGVD 29 (??/??/92)  395.048  (m)         1296.09   (f) ADJ UNCH    2 0
 QR0084
 QR0084.Superseded values are not recommended for survey control.
 QR0084
 QR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0084.See file dsdata.pdf to determine how the superseded data were derived.
 QR0084
 QR0084_MARKER: DB = BENCH MARK DISK
 QR0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0084_SP_SET: CULVERT HEADWALL
 QR0084_STAMPING: F 60 1934
 QR0084_MARK LOGO: CGS
 QR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0084+STABILITY: SURFACE MOTION
 QR0084
 QR0084  HISTORY     - Date     Condition        Report By
 QR0084  HISTORY     - 1934     MONUMENTED       CGS
 QR0084
 QR0084                          STATION DESCRIPTION
 QR0084
 QR0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0084'AT WARNER.
 QR0084'AT WARNER, BROWN COUNTY, ABOUT 5 POLES NORTH OF THE CHICAGO,
 QR0084'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY PASSENGER STATION,
 QR0084'ABOUT 100 FEET WEST OF THE CENTER LINE OF THE TRACK, AT A
 QR0084'2-FOOT CONCRETE PIPE CULVERT ON U.S. HIGHWAY 281, IN THE EAST
 QR0084'CONCRETE HEAD WALL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 QR0084'A STANDARD DISK, STAMPED F 60 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0017 ***********************************************************************
 QR0017  DESIGNATION -  F 61
 QR0017  PID         -  QR0017
 QR0017  STATE/COUNTY-  SD/BROWN
 QR0017  COUNTRY     -  US
 QR0017  USGS QUAD   -  HOUGHTON (2017)
 QR0017
 QR0017                         *CURRENT SURVEY CONTROL
 QR0017  ______________________________________________________________________
 QR0017* NAD 83(1986) POSITION- 45 49 05.     (N) 098 11 10.     (W)   SCALED
 QR0017* NAVD 88 ORTHO HEIGHT -   395.067 (meters)     1296.15  (feet) ADJUSTED
 QR0017  ______________________________________________________________________
 QR0017  GEOID HEIGHT    -        -25.014 (meters)                     GEOID18
 QR0017  DYNAMIC HEIGHT  -        395.049 (meters)     1296.09  (feet) COMP
 QR0017  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 QR0017
 QR0017  VERT ORDER      -  FIRST     CLASS II
 QR0017
 QR0017.The horizontal coordinates were scaled from a map and have
 QR0017.an estimated accuracy of +/- 6 seconds.
 QR0017
 QR0017.The orthometric height was determined by differential leveling and
 QR0017.adjusted by the NATIONAL GEODETIC SURVEY
 QR0017.in June 1991.
 QR0017
 QR0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0017.GEOID18 height accuracy estimate available here.
 QR0017
 QR0017.Click photographs - Photos may exist for this station.
 QR0017
 QR0017.The dynamic height is computed by dividing the NAVD 88
 QR0017.geopotential number by the normal gravity value computed on the
 QR0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0017.degrees latitude (g = 980.6199 gals.).
 QR0017
 QR0017.The modeled gravity was interpolated from observed gravity values.
 QR0017
 QR0017;                    North         East    Units  Estimated Accuracy
 QR0017;SPC SD N     -   222,140.      740,960.      MT  (+/- 180 meters Scaled)
 QR0017
 QR0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR632741(NAD 83)
 QR0017
 QR0017                          SUPERSEDED SURVEY CONTROL
 QR0017
 QR0017  NGVD 29 (??/??/92)  394.754  (m)         1295.12   (f) ADJ UNCH    1 2
 QR0017
 QR0017.Superseded values are not recommended for survey control.
 QR0017
 QR0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0017.See file dsdata.pdf to determine how the superseded data were derived.
 QR0017
 QR0017_MARKER: DB = BENCH MARK DISK
 QR0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0017_STAMPING: F 61 1934
 QR0017_MARK LOGO: CGS
 QR0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0017+STABILITY: SURFACE MOTION
 QR0017
 QR0017  HISTORY     - Date     Condition        Report By
 QR0017  HISTORY     - 1934     MONUMENTED       CGS
 QR0017  HISTORY     - 1941     GOOD             CGS
 QR0017
 QR0017                          STATION DESCRIPTION
 QR0017
 QR0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0017'4 MI N FROM HOUGHTON.
 QR0017'4.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0017'THE STATION AT HOUGHTON, BROWN COUNTY, ABOUT 12 POLES NORTH OF
 QR0017'MILEPOST 112, ABOUT 1 POLE SOUTH OF A ROAD CROSSING, 45 FEET EAST
 QR0017'OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTH OF A POLE, AND ABOUT
 QR0017'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 61 1934
 QR0017'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0317 ***********************************************************************
 QQ0317  DESIGNATION -  F 62
 QQ0317  PID         -  QQ0317
 QQ0317  STATE/COUNTY-  SD/MARSHALL
 QQ0317  COUNTRY     -  US
 QQ0317  USGS QUAD   -  KIDDER SE (2017)
 QQ0317
 QQ0317                         *CURRENT SURVEY CONTROL
 QQ0317  ______________________________________________________________________
 QQ0317* NAD 83(1986) POSITION- 45 46 33.17   (N) 097 31 52.25   (W)   HD_HELD1
 QQ0317* NAVD 88 ORTHO HEIGHT -   550.040 (meters)     1804.59  (feet) ADJUSTED
 QQ0317  ______________________________________________________________________
 QQ0317  GEOID HEIGHT    -        -25.200 (meters)                     GEOID18
 QQ0317  DYNAMIC HEIGHT  -        550.008 (meters)     1804.48  (feet) COMP
 QQ0317  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 QQ0317
 QQ0317  VERT ORDER      -  SECOND    CLASS 0
 QQ0317
 QQ0317.The horizontal coordinates were determined by differentially corrected
 QQ0317.hand held GPS observations or other comparable positioning techniques
 QQ0317.and have an estimated accuracy of +/- 3 meters.
 QQ0317
 QQ0317.The orthometric height was determined by differential leveling and
 QQ0317.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0317.in June 1991.
 QQ0317
 QQ0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0317.GEOID18 height accuracy estimate available here.
 QQ0317
 QQ0317.Click photographs - Photos may exist for this station.
 QQ0317
 QQ0317.The dynamic height is computed by dividing the NAVD 88
 QQ0317.geopotential number by the normal gravity value computed on the
 QQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0317.degrees latitude (g = 980.6199 gals.).
 QQ0317
 QQ0317.The modeled gravity was interpolated from observed gravity values.
 QQ0317
 QQ0317;                    North         East    Units  Estimated Accuracy
 QQ0317;SPC SD N     -   218,798.0     791,987.5     MT  (+/- 3 meters HH1 GPS) 
 QQ0317
 QQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1419270195(NAD 83)
 QQ0317
 QQ0317                          SUPERSEDED SURVEY CONTROL
 QQ0317
 QQ0317  NGVD 29 (??/??/92)  549.754  (m)         1803.65   (f) ADJ UNCH    2 0
 QQ0317
 QQ0317.Superseded values are not recommended for survey control.
 QQ0317
 QQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0317.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0317
 QQ0317_MARKER: DB = BENCH MARK DISK
 QQ0317_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0317_SP_SET: CULVERT WINGWALL
 QQ0317_STAMPING: F 62 1934
 QQ0317_MARK LOGO: CGS
 QQ0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0317+STABILITY: SURFACE MOTION
 QQ0317
 QQ0317  HISTORY     - Date     Condition        Report By
 QQ0317  HISTORY     - 1934     MONUMENTED       CGS
 QQ0317  HISTORY     - 1988     GOOD             USPSQD
 QQ0317  HISTORY     - 19960402 GOOD             LOCENG
 QQ0317
 QQ0317                          STATION DESCRIPTION
 QQ0317
 QQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0317'8.5 MI W FROM LAKE CITY.
 QQ0317'8.5 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QQ0317'LAKE CITY, MARSHALL COUNTY, ABOUT 1/4 MILE WEST OF THE
 QQ0317'SCHOOLHOUSE AT THE CROSSROADS AT A TURN TO THE SOUTH, AT A 4-FOOT
 QQ0317'CONCRETE BOX CULVERT, AND IN THE TOP OF THE NORTHEAST CONCRETE
 QQ0317'WING WALL.  A STANDARD DISK, STAMPED F 62 1934.
 QQ0317
 QQ0317                          STATION RECOVERY (1988)
 QQ0317
 QQ0317'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 QQ0317'RECOVERED IN GOOD CONDITION.
 QQ0317
 QQ0317                          STATION RECOVERY (1996)
 QQ0317
 QQ0317'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (GLJ)
 QQ0317'MARK RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE POST 4 FEET
 QQ0317'(1.2 M) EAST OF THE MARK FACING THE ROADWAY ON THE SLOPE OF THE
 QQ0317'ROADWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0232 ***********************************************************************
 QQ0232  DESIGNATION -  F 63
 QQ0232  PID         -  QQ0232
 QQ0232  STATE/COUNTY-  SD/ROBERTS
 QQ0232  COUNTRY     -  US
 QQ0232  USGS QUAD   -  SUMMIT NE (2017)
 QQ0232
 QQ0232                         *CURRENT SURVEY CONTROL
 QQ0232  ______________________________________________________________________
 QQ0232* NAD 83(1986) POSITION- 45 26 38.     (N) 097 07 11.     (W)   SCALED
 QQ0232* NAVD 88 ORTHO HEIGHT -   607.252 (meters)     1992.29  (feet) ADJUSTED
 QQ0232  ______________________________________________________________________
 QQ0232  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 QQ0232  DYNAMIC HEIGHT  -        607.191 (meters)     1992.09  (feet) COMP
 QQ0232  MODELED GRAVITY -    980,494.2   (mgal)                       NAVD 88
 QQ0232
 QQ0232  VERT ORDER      -  SECOND    CLASS 0
 QQ0232
 QQ0232.The horizontal coordinates were scaled from a map and have
 QQ0232.an estimated accuracy of +/- 6 seconds.
 QQ0232
 QQ0232.The orthometric height was determined by differential leveling and
 QQ0232.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0232.in June 1991.
 QQ0232
 QQ0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0232.GEOID18 height accuracy estimate available here.
 QQ0232
 QQ0232.Click photographs - Photos may exist for this station.
 QQ0232
 QQ0232.The dynamic height is computed by dividing the NAVD 88
 QQ0232.geopotential number by the normal gravity value computed on the
 QQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0232.degrees latitude (g = 980.6199 gals.).
 QQ0232
 QQ0232.The modeled gravity was interpolated from observed gravity values.
 QQ0232
 QQ0232;                    North         East    Units  Estimated Accuracy
 QQ0232;SPC SD N     -   182,980.      825,280.      MT  (+/- 180 meters Scaled)
 QQ0232
 QQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR470339(NAD 83)
 QQ0232
 QQ0232                          SUPERSEDED SURVEY CONTROL
 QQ0232
 QQ0232  NGVD 29 (??/??/92)  606.976  (m)         1991.39   (f) ADJ UNCH    2 0
 QQ0232
 QQ0232.Superseded values are not recommended for survey control.
 QQ0232
 QQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0232.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0232
 QQ0232_MARKER: DB = BENCH MARK DISK
 QQ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0232_STAMPING: F 63 1934
 QQ0232_MARK LOGO: CGS
 QQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0232+STABILITY: SURFACE MOTION
 QQ0232
 QQ0232  HISTORY     - Date     Condition        Report By
 QQ0232  HISTORY     - 1934     MONUMENTED       CGS
 QQ0232  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0232
 QQ0232                          STATION DESCRIPTION
 QQ0232
 QQ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0232'2.4 MI E FROM ORTLEY.
 QQ0232'ABOUT 2.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0232'PACIFIC RAILROAD AND 9.5 MILES NORTH ALONG U.S. HIGHWAY 81 FROM
 QQ0232'ORTLEY, ROBERTS COUNTY, ABOUT 440 FEET NORTHEAST OF AN OPEN CUT
 QQ0232'ON THE CROWN OF A HILL, ABOUT 138 FEET SOUTHWEST OF A 2-FOOT
 QQ0232'CONCRETE-TITLE CULVERT, 30 FEET NORTHWEST OF THE CENTER LINE OF THE
 QQ0232'HIGHWAY, AND 2 FEET FROM A FENCE.  A STANDARD DISK, STAMPED
 QQ0232'F 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0232'NOTE--OLD HWY 81 HAS BEEN IMPROVED.
 QQ0232
 QQ0232                          STATION RECOVERY (1970)
 QQ0232
 QQ0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0447 ***********************************************************************
 QS0447  DESIGNATION -  F 65
 QS0447  PID         -  QS0447
 QS0447  STATE/COUNTY-  SD/CORSON
 QS0447  COUNTRY     -  US
 QS0447  USGS QUAD   -  TATANKA LAKE (2017)
 QS0447
 QS0447                         *CURRENT SURVEY CONTROL
 QS0447  ______________________________________________________________________
 QS0447* NAD 83(1986) POSITION- 45 55 20.     (N) 101 08 36.     (W)   SCALED
 QS0447* NAVD 88 ORTHO HEIGHT -   674.351 (meters)     2212.43  (feet) ADJUSTED
 QS0447  ______________________________________________________________________
 QS0447  GEOID HEIGHT    -        -20.800 (meters)                     GEOID18
 QS0447  DYNAMIC HEIGHT  -        674.283 (meters)     2212.21  (feet) COMP
 QS0447  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 QS0447
 QS0447  VERT ORDER      -  SECOND    CLASS 0
 QS0447
 QS0447.The horizontal coordinates were scaled from a map and have
 QS0447.an estimated accuracy of +/- 6 seconds.
 QS0447
 QS0447.The orthometric height was determined by differential leveling and
 QS0447.adjusted by the NATIONAL GEODETIC SURVEY
 QS0447.in June 1991.
 QS0447
 QS0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0447.GEOID18 height accuracy estimate available here.
 QS0447
 QS0447.Click photographs - Photos may exist for this station.
 QS0447
 QS0447.The dynamic height is computed by dividing the NAVD 88
 QS0447.geopotential number by the normal gravity value computed on the
 QS0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0447.degrees latitude (g = 980.6199 gals.).
 QS0447
 QS0447.The modeled gravity was interpolated from observed gravity values.
 QS0447
 QS0447;                    North         East    Units  Estimated Accuracy
 QS0447;SPC SD N     -   232,760.      511,310.      MT  (+/- 180 meters Scaled)
 QS0447
 QS0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR338876(NAD 83)
 QS0447
 QS0447                          SUPERSEDED SURVEY CONTROL
 QS0447
 QS0447  NGVD 29 (??/??/92)  673.846  (m)         2210.78   (f) ADJ UNCH    2 0
 QS0447
 QS0447.Superseded values are not recommended for survey control.
 QS0447
 QS0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0447.See file dsdata.pdf to determine how the superseded data were derived.
 QS0447
 QS0447_MARKER: DB = BENCH MARK DISK
 QS0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0447_STAMPING: F 65 1934
 QS0447_MARK LOGO: CGS
 QS0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0447+STABILITY: SURFACE MOTION
 QS0447
 QS0447  HISTORY     - Date     Condition        Report By
 QS0447  HISTORY     - 1934     MONUMENTED       CGS
 QS0447  HISTORY     - 1940     GOOD             CGS
 QS0447
 QS0447                          STATION DESCRIPTION
 QS0447
 QS0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0447'2.5 MI W FROM WALKER.
 QS0447'2.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0447'RAILROAD FROM THE STATION AT WALKER, CORSON COUNTY, ABOUT 6.5
 QS0447'POLES WEST OF MILEPOST 853, AT THE CREST OF A RISE, 45 FEET
 QS0447'SOUTH OF THE CENTER LINE OF THE TRACK, 1 FOOT NORTH OF THE
 QS0447'RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A WHITE REFERENCE POST
 QS0447'STENCILED U.S.B.M., AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 QS0447'STANDARD DISK, STAMPED F 65 1934 AND SET IN THE TOP OF A CONCRETE
 QS0447'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0073 ***********************************************************************
 QS0073  DESIGNATION -  F 67
 QS0073  PID         -  QS0073
 QS0073  STATE/COUNTY-  SD/CAMPBELL
 QS0073  COUNTRY     -  US
 QS0073  USGS QUAD   -  MOUND CITY (2017)
 QS0073
 QS0073                         *CURRENT SURVEY CONTROL
 QS0073  ______________________________________________________________________
 QS0073* NAD 83(1986) POSITION- 45 41 42.     (N) 100 02 52.     (W)   SCALED
 QS0073* NAVD 88 ORTHO HEIGHT -   517.691 (meters)     1698.46  (feet) ADJUSTED
 QS0073  ______________________________________________________________________
 QS0073  GEOID HEIGHT    -        -22.325 (meters)                     GEOID18
 QS0073  DYNAMIC HEIGHT  -        517.649 (meters)     1698.32  (feet) COMP
 QS0073  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 QS0073
 QS0073  VERT ORDER      -  SECOND    CLASS 0
 QS0073
 QS0073.The horizontal coordinates were scaled from a map and have
 QS0073.an estimated accuracy of +/- 6 seconds.
 QS0073
 QS0073.The orthometric height was determined by differential leveling and
 QS0073.adjusted by the NATIONAL GEODETIC SURVEY
 QS0073.in June 1991.
 QS0073
 QS0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0073.GEOID18 height accuracy estimate available here.
 QS0073
 QS0073.Click photographs - Photos may exist for this station.
 QS0073
 QS0073.The dynamic height is computed by dividing the NAVD 88
 QS0073.geopotential number by the normal gravity value computed on the
 QS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0073.degrees latitude (g = 980.6199 gals.).
 QS0073
 QS0073.The modeled gravity was interpolated from observed gravity values.
 QS0073
 QS0073;                    North         East    Units  Estimated Accuracy
 QS0073;SPC SD N     -   206,880.      596,280.      MT  (+/- 180 meters Scaled)
 QS0073
 QS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR184606(NAD 83)
 QS0073
 QS0073                          SUPERSEDED SURVEY CONTROL
 QS0073
 QS0073  NGVD 29 (??/??/92)  517.313  (m)         1697.22   (f) ADJ UNCH    2 0
 QS0073
 QS0073.Superseded values are not recommended for survey control.
 QS0073
 QS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0073.See file dsdata.pdf to determine how the superseded data were derived.
 QS0073
 QS0073_MARKER: DB = BENCH MARK DISK
 QS0073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0073_SP_SET: CULVERT HEADWALL
 QS0073_STAMPING: F 67 1934
 QS0073_MARK LOGO: CGS
 QS0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0073+STABILITY: SURFACE MOTION
 QS0073
 QS0073  HISTORY     - Date     Condition        Report By
 QS0073  HISTORY     - 1934     MONUMENTED       CGS
 QS0073  HISTORY     - 1941     GOOD             CGS
 QS0073
 QS0073                          STATION DESCRIPTION
 QS0073
 QS0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0073'3.1 MI S FROM MOUND CITY.
 QS0073'ABOUT 3.1 MILES SOUTH ALONG OLD U.S. HIGHWAY 83 FROM THE
 QS0073'COURTHOUSE AT MOUND CITY, CAMPBELL COUNTY, AT A SECTION-LINE
 QS0073'ROAD CROSSING, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT
 QS0073'AN 18-INCH CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE
 QS0073'EAST HEAD WALL, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 QS0073'1.5 FEET SOUTH OF A WHITE POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 QS0073'A STANDARD DISK, STAMPED F 67 1934.
 QS0073
 QS0073                          STATION RECOVERY (1941)
 QS0073
 QS0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0308 ***********************************************************************
 QR0308  DESIGNATION -  F 68
 QR0308  PID         -  QR0308
 QR0308  STATE/COUNTY-  SD/POTTER
 QR0308  COUNTRY     -  US
 QR0308  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0308
 QR0308                         *CURRENT SURVEY CONTROL
 QR0308  ______________________________________________________________________
 QR0308* NAD 83(1986) POSITION- 45 12 57.     (N) 099 56 22.     (W)   SCALED
 QR0308* NAVD 88 ORTHO HEIGHT -   602.680 (meters)     1977.29  (feet) ADJUSTED
 QR0308  ______________________________________________________________________
 QR0308  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 QR0308  DYNAMIC HEIGHT  -        602.597 (meters)     1977.02  (feet) COMP
 QR0308  MODELED GRAVITY -    980,460.3   (mgal)                       NAVD 88
 QR0308
 QR0308  VERT ORDER      -  SECOND    CLASS 0
 QR0308
 QR0308.The horizontal coordinates were scaled from a map and have
 QR0308.an estimated accuracy of +/- 6 seconds.
 QR0308
 QR0308.The orthometric height was determined by differential leveling and
 QR0308.adjusted by the NATIONAL GEODETIC SURVEY
 QR0308.in June 1991.
 QR0308
 QR0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0308.GEOID18 height accuracy estimate available here.
 QR0308
 QR0308.Click photographs - Photos may exist for this station.
 QR0308
 QR0308.The dynamic height is computed by dividing the NAVD 88
 QR0308.geopotential number by the normal gravity value computed on the
 QR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0308.degrees latitude (g = 980.6199 gals.).
 QR0308
 QR0308.The modeled gravity was interpolated from observed gravity values.
 QR0308
 QR0308;                    North         East    Units  Estimated Accuracy
 QR0308;SPC SD N     -   153,630.      604,760.      MT  (+/- 180 meters Scaled)
 QR0308
 QR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR262073(NAD 83)
 QR0308
 QR0308                          SUPERSEDED SURVEY CONTROL
 QR0308
 QR0308  NGVD 29 (??/??/92)  602.32   (m)         1976.1    (f) COMPUTED    2 0
 QR0308
 QR0308.Superseded values are not recommended for survey control.
 QR0308
 QR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0308.See file dsdata.pdf to determine how the superseded data were derived.
 QR0308
 QR0308_MARKER: DB = BENCH MARK DISK
 QR0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0308_SP_SET: CULVERT HEADWALL
 QR0308_STAMPING: F 68 1934
 QR0308_MARK LOGO: CGS
 QR0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0308+STABILITY: SURFACE MOTION
 QR0308
 QR0308  HISTORY     - Date     Condition        Report By
 QR0308  HISTORY     - 1934     MONUMENTED       CGS
 QR0308
 QR0308                          STATION DESCRIPTION
 QR0308
 QR0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0308'14.4 MI N FROM GETTYSBURG.
 QR0308'14.4 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 297 FEET
 QR0308'SOUTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 12 FEET
 QR0308'WEST OF CENTERLINE OF HIWAY AND 21 FEET EAST OF RIGHT OF WAY
 QR0308'FENCE.  SET IN NORTH END OF THE WEST HEADWALL OF 4 FT X 8 FT FOOR
 QR0308'CONCRETE BOX CULVERT, 2 FEET ABOVE LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0309 ***********************************************************************
 QR0309  DESIGNATION -  F 68 RESET
 QR0309  PID         -  QR0309
 QR0309  STATE/COUNTY-  SD/POTTER
 QR0309  COUNTRY     -  US
 QR0309  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0309
 QR0309                         *CURRENT SURVEY CONTROL
 QR0309  ______________________________________________________________________
 QR0309* NAD 83(1986) POSITION- 45 12 57.     (N) 099 56 22.     (W)   SCALED
 QR0309* NAVD 88 ORTHO HEIGHT -   601.75  (meters)     1974.2   (feet) RESET
 QR0309  ______________________________________________________________________
 QR0309  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 QR0309  VERT ORDER      -  THIRD
 QR0309
 QR0309.The horizontal coordinates were scaled from a map and have
 QR0309.an estimated accuracy of +/- 6 seconds.
 QR0309
 QR0309.The orthometric height was computed from unverified reset data.
 QR0309
 QR0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0309.GEOID18 height accuracy estimate available here.
 QR0309
 QR0309.Click photographs - Photos may exist for this station.
 QR0309
 QR0309;                    North         East    Units  Estimated Accuracy
 QR0309;SPC SD N     -   153,630.      604,760.      MT  (+/- 180 meters Scaled)
 QR0309
 QR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR262073(NAD 83)
 QR0309
 QR0309                          SUPERSEDED SURVEY CONTROL
 QR0309
 QR0309.No superseded survey control is available for this station.
 QR0309
 QR0309_MARKER: DB = BENCH MARK DISK
 QR0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0309_STAMPING: F 68 RESET 1956
 QR0309_MARK LOGO: CGS
 QR0309_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0309+STABILITY: SURFACE MOTION
 QR0309
 QR0309  HISTORY     - Date     Condition        Report By
 QR0309  HISTORY     - 1956     MONUMENTED       CGS
 QR0309  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0309
 QR0309                          STATION DESCRIPTION
 QR0309
 QR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0309'14.4 MI N FROM GETTYSBURG.
 QR0309'14.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER
 QR0309'TOWER AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG
 QR0309'U.S. HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF
 QR0309'GETTYSBURG, THENCE 13.8 MILES NORTH ALONG STATE HIGHWAY 83,
 QR0309'IN THE NORTHEAST ANGLE OF A ROAD INTERSECTION, 93 FEET EAST OF
 QR0309'THE CENTERLINE OF THE HIGHWAY, AND 30 FEET NORTH OF THE CENTERLINE
 QR0309'OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED F 68 RESET
 QR0309'1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QR0309'ABOVE GROUND.
 QR0309
 QR0309                          STATION RECOVERY (1974)
 QR0309
 QR0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0230 ***********************************************************************
 QS0230  DESIGNATION -  F 69
 QS0230  PID         -  QS0230
 QS0230  STATE/COUNTY-  SD/DEWEY
 QS0230  COUNTRY     -  US
 QS0230  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0230
 QS0230                         *CURRENT SURVEY CONTROL
 QS0230  ______________________________________________________________________
 QS0230* NAD 83(1986) POSITION- 45 01 32.45   (N) 100 19 40.26   (W)   HD_HELD1
 QS0230* NAVD 88 ORTHO HEIGHT -   467.550 (meters)     1533.95  (feet) ADJUSTED
 QS0230  ______________________________________________________________________
 QS0230  GEOID HEIGHT    -        -22.455 (meters)                     GEOID18
 QS0230  DYNAMIC HEIGHT  -        467.483 (meters)     1533.73  (feet) COMP
 QS0230  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 QS0230
 QS0230  VERT ORDER      -  SECOND    CLASS 0
 QS0230
 QS0230.The horizontal coordinates were determined by differentially corrected
 QS0230.hand held GPS observations or other comparable positioning techniques
 QS0230.and have an estimated accuracy of +/- 3 meters.
 QS0230
 QS0230.The orthometric height was determined by differential leveling and
 QS0230.adjusted by the NATIONAL GEODETIC SURVEY
 QS0230.in June 1991.
 QS0230
 QS0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0230.GEOID18 height accuracy estimate available here.
 QS0230
 QS0230.Click photographs - Photos may exist for this station.
 QS0230
 QS0230.The dynamic height is computed by dividing the NAVD 88
 QS0230.geopotential number by the normal gravity value computed on the
 QS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0230.degrees latitude (g = 980.6199 gals.).
 QS0230
 QS0230.The modeled gravity was interpolated from observed gravity values.
 QS0230
 QS0230;                    North         East    Units  Estimated Accuracy
 QS0230;SPC SD N     -   132,548.7     574,163.3     MT  (+/- 3 meters HH1 GPS) 
 QS0230
 QS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9539186660(NAD 83)
 QS0230
 QS0230                          SUPERSEDED SURVEY CONTROL
 QS0230
 QS0230  NGVD 29 (??/??/92)  467.174  (m)         1532.72   (f) ADJ UNCH    2 0
 QS0230
 QS0230.Superseded values are not recommended for survey control.
 QS0230
 QS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0230.See file dsdata.pdf to determine how the superseded data were derived.
 QS0230
 QS0230_MARKER: DB = BENCH MARK DISK
 QS0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0230_SP_SET: BRIDGE
 QS0230_STAMPING: F 69 1934
 QS0230_MARK LOGO: CGS
 QS0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0230
 QS0230  HISTORY     - Date     Condition        Report By
 QS0230  HISTORY     - 1934     MONUMENTED       CGS
 QS0230  HISTORY     - 1953     GOOD             CGS
 QS0230
 QS0230                          STATION DESCRIPTION
 QS0230
 QS0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0230'1.2 MI NW FROM CHEYENNE AGENCY.
 QS0230'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE CHEYENNE
 QS0230'RIVER INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY
 QS0230'COUNTY, AT A LONG CURVE, AT A 60-FOOT CONCRETE DECK BRIDGE,
 QS0230'IN THE NORTHWEST CORNER OF THE NORTH CONCRETE ABUTMENT, 9 FEET
 QS0230'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER
 QS0230'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 69 1934.
 QS0230
 QS0230                          STATION RECOVERY (1953)
 QS0230
 QS0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0300 ***********************************************************************
 OR0300  DESIGNATION -  F 7
 OR0300  PID         -  OR0300
 OR0300  STATE/COUNTY-  SD/GREGORY
 OR0300  COUNTRY     -  US
 OR0300  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0300
 OR0300                         *CURRENT SURVEY CONTROL
 OR0300  ______________________________________________________________________
 OR0300* NAD 83(1986) POSITION- 43 00 35.     (N) 098 45 52.     (W)   SCALED
 OR0300* NAVD 88 ORTHO HEIGHT -   561.300 (meters)     1841.53  (feet) ADJUSTED
 OR0300  ______________________________________________________________________
 OR0300  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 OR0300  DYNAMIC HEIGHT  -        561.094 (meters)     1840.86  (feet) COMP
 OR0300  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 OR0300
 OR0300  VERT ORDER      -  FIRST     CLASS II
 OR0300
 OR0300.The horizontal coordinates were scaled from a map and have
 OR0300.an estimated accuracy of +/- 6 seconds.
 OR0300
 OR0300.The orthometric height was determined by differential leveling and
 OR0300.adjusted by the NATIONAL GEODETIC SURVEY
 OR0300.in June 1991.
 OR0300
 OR0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0300.GEOID18 height accuracy estimate available here.
 OR0300
 OR0300.Click photographs - Photos may exist for this station.
 OR0300
 OR0300.The dynamic height is computed by dividing the NAVD 88
 OR0300.geopotential number by the normal gravity value computed on the
 OR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0300.degrees latitude (g = 980.6199 gals.).
 OR0300
 OR0300.The modeled gravity was interpolated from observed gravity values.
 OR0300
 OR0300;                    North         East    Units  Estimated Accuracy
 OR0300;SPC SD S     -    76,350.      727,900.      MT  (+/- 180 meters Scaled)
 OR0300
 OR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN191619(NAD 83)
 OR0300
 OR0300                          SUPERSEDED SURVEY CONTROL
 OR0300
 OR0300  NGVD 29 (??/??/92)  560.984  (m)         1840.50   (f) ADJ UNCH    1 2
 OR0300
 OR0300.Superseded values are not recommended for survey control.
 OR0300
 OR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0300.See file dsdata.pdf to determine how the superseded data were derived.
 OR0300
 OR0300_MARKER: DD = SURVEY DISK
 OR0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0300_STAMPING: F 7 1840.388
 OR0300_MARK LOGO: USACE
 OR0300_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0300+STABILITY: SURFACE MOTION
 OR0300
 OR0300  HISTORY     - Date     Condition        Report By
 OR0300  HISTORY     - UNK      MONUMENTED       USACE
 OR0300  HISTORY     - 1946     GOOD             CGS
 OR0300  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0300  HISTORY     - 20120115 MARK NOT FOUND   INDIV
 OR0300
 OR0300                          STATION DESCRIPTION
 OR0300
 OR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0300'7.4 MI E FROM FAIRFAX.
 OR0300'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0300'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0300'THENCE EAST 6.9 MILES ALONG STATE HIGHWAY NO. 54 TO SITE OF
 OR0300'MARK, BENCH MARK IS ABOUT 51 YARDS SOUTHWEST OF THE CENTER LINE
 OR0300'OF THE HIGHWAY, 35.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 OR0300'CENTER LINE OF AN EAST-WEST ROAD, 37.0 FEET EAST OF THE CENTER
 OR0300'LINE OF A NORTH-SOUTH ROAD, 4.0 FEET SOUTHEAST OF A FENCE CORNER
 OR0300'AND 1.5 FEET NORTHWEST OF A 2 IN X 4 IN MARKER POST.  A BRONZE
 OR0300'DISK STAMPED F 7 1840.388 SET IN THE TOP OF A CONCRETE POST
 OR0300'WHICH PROJECTS 2 INCHES ABOVE GROUND.  NOTE-- INFORMATION OBTAINED
 OR0300'FROM RESIDENTS IN THIS AREA REPORTED BENCH MARK WAS REMOVED
 OR0300'DURING ROAD CONSTRUCTION.
 OR0300
 OR0300                          STATION RECOVERY (1962)
 OR0300
 OR0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0300'MARK NOT FOUND.
 OR0300
 OR0300                          STATION RECOVERY (2012)
 OR0300
 OR0300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0356 ***********************************************************************
 OR0356  DESIGNATION -  F 7
 OR0356  PID         -  OR0356
 OR0356  STATE/COUNTY-  SD/AURORA
 OR0356  COUNTRY     -  US
 OR0356  USGS QUAD   -  WHITE LAKE (2017)
 OR0356
 OR0356                         *CURRENT SURVEY CONTROL
 OR0356  ______________________________________________________________________
 OR0356* NAD 83(1986) POSITION- 43 43 37.     (N) 098 42 51.     (W)   SCALED
 OR0356* NAVD 88 ORTHO HEIGHT -   501.154 (meters)     1644.20  (feet) ADJUSTED
 OR0356  ______________________________________________________________________
 OR0356  GEOID HEIGHT    -        -25.784 (meters)                     GEOID18
 OR0356  DYNAMIC HEIGHT  -        501.027 (meters)     1643.79  (feet) COMP
 OR0356  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 OR0356
 OR0356  VERT ORDER      -  FIRST     CLASS II
 OR0356
 OR0356.The horizontal coordinates were scaled from a map and have
 OR0356.an estimated accuracy of +/- 6 seconds.
 OR0356
 OR0356.The orthometric height was determined by differential leveling and
 OR0356.adjusted by the NATIONAL GEODETIC SURVEY
 OR0356.in June 1991.
 OR0356
 OR0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0356.GEOID18 height accuracy estimate available here.
 OR0356
 OR0356.Click photographs - Photos may exist for this station.
 OR0356
 OR0356.The dynamic height is computed by dividing the NAVD 88
 OR0356.geopotential number by the normal gravity value computed on the
 OR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0356.degrees latitude (g = 980.6199 gals.).
 OR0356
 OR0356.The modeled gravity was interpolated from observed gravity values.
 OR0356
 OR0356;                    North         East    Units  Estimated Accuracy
 OR0356;SPC SD S     -   156,090.      730,440.      MT  (+/- 180 meters Scaled)
 OR0356
 OR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP230415(NAD 83)
 OR0356
 OR0356                          SUPERSEDED SURVEY CONTROL
 OR0356
 OR0356  NGVD 29 (??/??/92)  500.813  (m)         1643.08   (f) ADJ UNCH    1 2
 OR0356
 OR0356.Superseded values are not recommended for survey control.
 OR0356
 OR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0356.See file dsdata.pdf to determine how the superseded data were derived.
 OR0356
 OR0356_MARKER: DB = BENCH MARK DISK
 OR0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0356_SP_SET: BUILDING
 OR0356_STAMPING: F 7 1925
 OR0356_MARK LOGO: CGS
 OR0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0356
 OR0356  HISTORY     - Date     Condition        Report By
 OR0356  HISTORY     - 1925     MONUMENTED       CGS
 OR0356  HISTORY     - 1935     GOOD             CGS
 OR0356
 OR0356                          STATION DESCRIPTION
 OR0356
 OR0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0356'AT WHITE LAKE.
 OR0356'AT WHITE LAKE, AURORA COUNTY, ON THE EAST SIDE OF THE MAIN
 OR0356'STREET, AT THE AURORA COUNTY BANK, ON THE WEST SIDE OF THE
 OR0356'BUILDING, IN THE TOP OF THE DOORSTEP, AND 3 FEET SOUTH
 OR0356'OF THE CENTER OF THE DOORWAY.  A STANDARD DISK, STAMPED
 OR0356'F 7 1925.
 OR0356
 OR0356                          STATION RECOVERY (1935)
 OR0356
 OR0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0971 ***********************************************************************
 PU0971  DESIGNATION -  F 7 B 2
 PU0971  PID         -  PU0971
 PU0971  STATE/COUNTY-  SD/MEADE
 PU0971  COUNTRY     -  US
 PU0971  USGS QUAD   -  OPAL WEST (2017)
 PU0971
 PU0971                         *CURRENT SURVEY CONTROL
 PU0971  ______________________________________________________________________
 PU0971* NAD 83(1986) POSITION- 44 54 40.     (N) 102 34 11.     (W)   SCALED
 PU0971* NAVD 88 ORTHO HEIGHT -   827.595 (meters)     2715.20  (feet) ADJUSTED
 PU0971  ______________________________________________________________________
 PU0971  GEOID HEIGHT    -        -18.156 (meters)                     GEOID18
 PU0971  DYNAMIC HEIGHT  -        827.417 (meters)     2714.62  (feet) COMP
 PU0971  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 PU0971
 PU0971  VERT ORDER      -  SECOND    CLASS 0
 PU0971
 PU0971.The horizontal coordinates were scaled from a map and have
 PU0971.an estimated accuracy of +/- 6 seconds.
 PU0971
 PU0971.The orthometric height was determined by differential leveling and
 PU0971.adjusted by the NATIONAL GEODETIC SURVEY
 PU0971.in June 1991.
 PU0971
 PU0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0971.GEOID18 height accuracy estimate available here.
 PU0971
 PU0971.Click photographs - Photos may exist for this station.
 PU0971
 PU0971.The dynamic height is computed by dividing the NAVD 88
 PU0971.geopotential number by the normal gravity value computed on the
 PU0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0971.degrees latitude (g = 980.6199 gals.).
 PU0971
 PU0971.The modeled gravity was interpolated from observed gravity values.
 PU0971
 PU0971;                    North         East    Units  Estimated Accuracy
 PU0971;SPC SD N     -   122,990.      397,120.      MT  (+/- 180 meters Scaled)
 PU0971
 PU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK918759(NAD 83)
 PU0971
 PU0971                          SUPERSEDED SURVEY CONTROL
 PU0971
 PU0971  NGVD 29 (??/??/92)  827.13   (m)         2713.7    (f) COMPUTED    2 0
 PU0971
 PU0971.Superseded values are not recommended for survey control.
 PU0971
 PU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0971.See file dsdata.pdf to determine how the superseded data were derived.
 PU0971
 PU0971_MARKER: Z = SEE DESCRIPTION
 PU0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0971_SP_SET: PIER
 PU0971_STAMPING: F 7 B 2
 PU0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0971
 PU0971  HISTORY     - Date     Condition        Report By
 PU0971  HISTORY     - UNK      MONUMENTED       USAF
 PU0971  HISTORY     - 1962     GOOD             CGS
 PU0971
 PU0971                          STATION DESCRIPTION
 PU0971
 PU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0971'8.9 MI S FROM MAURINE.
 PU0971'8.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0971'MAURINE, THENCE 0.15 MILE ACROSS COUNTRY, IN A PASTURE, ON THE
 PU0971'SOUTH SLOPE OF A SMALL HILL, CENTER OF TRIBRACH MOUNTED ON THE
 PU0971'TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 5.0 FEET ABOVE
 PU0971'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0258 ***********************************************************************
 QS0258  DESIGNATION -  F 71
 QS0258  PID         -  QS0258
 QS0258  STATE/COUNTY-  SD/DEWEY
 QS0258  COUNTRY     -  US
 QS0258  USGS QUAD   -  TRAIL CITY (2017)
 QS0258
 QS0258                         *CURRENT SURVEY CONTROL
 QS0258  ______________________________________________________________________
 QS0258* NAD 83(1986) POSITION- 45 28 19.     (N) 100 43 18.     (W)   SCALED
 QS0258* NAVD 88 ORTHO HEIGHT -   649.846 (meters)     2132.04  (feet) ADJUSTED
 QS0258  ______________________________________________________________________
 QS0258  GEOID HEIGHT    -        -21.451 (meters)                     GEOID18
 QS0258  DYNAMIC HEIGHT  -        649.770 (meters)     2131.79  (feet) COMP
 QS0258  MODELED GRAVITY -    980,477.8   (mgal)                       NAVD 88
 QS0258
 QS0258  VERT ORDER      -  FIRST     CLASS II
 QS0258
 QS0258.The horizontal coordinates were scaled from a map and have
 QS0258.an estimated accuracy of +/- 6 seconds.
 QS0258
 QS0258.The orthometric height was determined by differential leveling and
 QS0258.adjusted by the NATIONAL GEODETIC SURVEY
 QS0258.in April 2000.
 QS0258
 QS0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0258.GEOID18 height accuracy estimate available here.
 QS0258
 QS0258.Click photographs - Photos may exist for this station.
 QS0258
 QS0258.The dynamic height is computed by dividing the NAVD 88
 QS0258.geopotential number by the normal gravity value computed on the
 QS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0258.degrees latitude (g = 980.6199 gals.).
 QS0258
 QS0258.The modeled gravity was interpolated from observed gravity values.
 QS0258
 QS0258;                    North         East    Units  Estimated Accuracy
 QS0258;SPC SD N     -   182,340.      543,570.      MT  (+/- 180 meters Scaled)
 QS0258
 QS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR654368(NAD 83)
 QS0258
 QS0258                          SUPERSEDED SURVEY CONTROL
 QS0258
 QS0258  NAVD 88 (06/15/91)  649.873  (m)         2132.13   (f) SUPERSEDED  2 0
 QS0258  NGVD 29 (??/??/92)  649.464  (m)         2130.78   (f) ADJ UNCH    2 0
 QS0258
 QS0258.Superseded values are not recommended for survey control.
 QS0258
 QS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0258.See file dsdata.pdf to determine how the superseded data were derived.
 QS0258
 QS0258_MARKER: DB = BENCH MARK DISK
 QS0258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0258_SP_SET: HEADWALL
 QS0258_STAMPING: F 71 1934
 QS0258_MARK LOGO: CGS
 QS0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0258+STABILITY: SURFACE MOTION
 QS0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0258+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0258
 QS0258  HISTORY     - Date     Condition        Report By
 QS0258  HISTORY     - 1934     MONUMENTED       CGS
 QS0258  HISTORY     - 1953     GOOD             CGS
 QS0258  HISTORY     - 19990623 GOOD             NGS
 QS0258
 QS0258                          STATION DESCRIPTION
 QS0258
 QS0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0258'AT TRAIL CITY.
 QS0258'AT TRAIL CITY, DEWEY COUNTY, IN THE EAST PART OF TOWN, AT THE
 QS0258'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QS0258'AND STATE HIGHWAY 8, AT A CULVERT ON THE HIGHWAY, IN THE CENTER
 QS0258'OF THE TOP OF THE SOUTH CONCRETE HEAD WALL, AND 30 FEET WEST OF
 QS0258'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED F 71
 QS0258'1934.
 QS0258
 QS0258                          STATION RECOVERY (1953)
 QS0258
 QS0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0258'RECOVERED IN GOOD CONDITION.
 QS0258
 QS0258                          STATION RECOVERY (1999)
 QS0258
 QS0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0258'0.5 KM (0.30 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0258'IN TRAIL CITY, IN TOP OF AND 0.9 M (3.0 FT) EAST OF THE WEST END OF
 QS0258'THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 878.6 M
 QS0258'(2882.5 FT) EAST OF MILEPOST 180, 4.5 M (14.8 FT) SOUTH OF THE HIGHWAY
 QS0258'CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 QS0258'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0385 ***********************************************************************
 PT0385  DESIGNATION -  F 72
 PT0385  PID         -  PT0385
 PT0385  STATE/COUNTY-  SD/ZIEBACH
 PT0385  COUNTRY     -  US
 PT0385  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0385
 PT0385                         *CURRENT SURVEY CONTROL
 PT0385  ______________________________________________________________________
 PT0385* NAD 83(1986) POSITION- 44 50 56.     (N) 101 16 43.     (W)   SCALED
 PT0385* NAVD 88 ORTHO HEIGHT -   624.099 (meters)     2047.56  (feet) ADJUSTED
 PT0385  ______________________________________________________________________
 PT0385  GEOID HEIGHT    -        -21.461 (meters)                     GEOID18
 PT0385  DYNAMIC HEIGHT  -        623.979 (meters)     2047.17  (feet) COMP
 PT0385  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 PT0385
 PT0385  VERT ORDER      -  FIRST     CLASS II
 PT0385
 PT0385.The horizontal coordinates were scaled from a map and have
 PT0385.an estimated accuracy of +/- 6 seconds.
 PT0385
 PT0385.The orthometric height was determined by differential leveling and
 PT0385.adjusted by the NATIONAL GEODETIC SURVEY
 PT0385.in June 1991.
 PT0385
 PT0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0385.GEOID18 height accuracy estimate available here.
 PT0385
 PT0385.Click photographs - Photos may exist for this station.
 PT0385
 PT0385.The dynamic height is computed by dividing the NAVD 88
 PT0385.geopotential number by the normal gravity value computed on the
 PT0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0385.degrees latitude (g = 980.6199 gals.).
 PT0385
 PT0385.The modeled gravity was interpolated from observed gravity values.
 PT0385
 PT0385;                    North         East    Units  Estimated Accuracy
 PT0385;SPC SD N     -   113,650.      498,930.      MT  (+/- 180 meters Scaled)
 PT0385
 PT0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ199686(NAD 83)
 PT0385
 PT0385                          SUPERSEDED SURVEY CONTROL
 PT0385
 PT0385  NGVD 29 (??/??/92)  623.587  (m)         2045.89   (f) ADJ UNCH    1 2
 PT0385
 PT0385.Superseded values are not recommended for survey control.
 PT0385
 PT0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0385.See file dsdata.pdf to determine how the superseded data were derived.
 PT0385
 PT0385_MARKER: DB = BENCH MARK DISK
 PT0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0385_STAMPING: F 72 1934
 PT0385_MARK LOGO: CGS
 PT0385_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0385+STABILITY: SURFACE MOTION
 PT0385
 PT0385  HISTORY     - Date     Condition        Report By
 PT0385  HISTORY     - 1934     MONUMENTED       CGS
 PT0385  HISTORY     - 1985     GOOD             NGS
 PT0385
 PT0385                          STATION DESCRIPTION
 PT0385
 PT0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0385'2.1 MI W FROM EAGLE BUTTE.
 PT0385'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0385'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0385'10.1 MILES SOUTH ALONG STATE HIGHWAY 63, AT A CROSSROADS WITH
 PT0385'A CHURCH ON THE WEST SIDE OF THE HIGHWAY AND A SCHOOL ON THE
 PT0385'EAST SIDE, 42 FEET SOUTH OF THE CENTERLINE OF THE CROSSROAD,
 PT0385'48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET LOWER
 PT0385'THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 PT0385
 PT0385                          STATION RECOVERY (1985)
 PT0385
 PT0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0385'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0385'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0385'EAGLE BUTTE, THENCE 18.02 KM (11.20 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0385'AT A T JUNCTION OF A TRACK ROAD LEADING WEST ALONG A SECTION LINE, IN
 PT0385'THE NORTH SLOPE OF A HILL, 0.66 KM (0.41 MI) SOUTH OF MILEPOST 157,
 PT0385'13.7 METERS (45 FT) EAST OF THE HIGHWAY CENTERLINE, 31.1 METERS (102
 PT0385'FT) SOUTH OF THE SOUTHWEST CORNER OF AN OLD ABANDON SCHOOL HOUSE, 11.0
 PT0385'METERS (36 FT) SOUTH OF THE EXTENDED CENTER OF THE TRACK ROAD, 2.6
 PT0385'METERS (8.5 FT) SOUTH OF AN EAST-WEST FENCE AND 1.8 METERS (6 FT) EAST
 PT0385'OF THE RIGHT-OF-WAY FENCE.
 PT0385'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0385'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0319 ***********************************************************************
 OS0319  DESIGNATION -  F 74
 OS0319  PID         -  OS0319
 OS0319  STATE/COUNTY-  SD/JACKSON
 OS0319  COUNTRY     -  US
 OS0319  USGS QUAD   -  STAMFORD (2017)
 OS0319
 OS0319                         *CURRENT SURVEY CONTROL
 OS0319  ______________________________________________________________________
 OS0319* NAD 83(1986) POSITION- 43 53 38.     (N) 101 06 25.     (W)   SCALED
 OS0319* NAVD 88 ORTHO HEIGHT -   715.693 (meters)     2348.07  (feet) ADJUSTED
 OS0319  ______________________________________________________________________
 OS0319  GEOID HEIGHT    -        -23.087 (meters)                     GEOID18
 OS0319  DYNAMIC HEIGHT  -        715.457 (meters)     2347.30  (feet) COMP
 OS0319  MODELED GRAVITY -    980,265.8   (mgal)                       NAVD 88
 OS0319
 OS0319  VERT ORDER      -  FIRST     CLASS II
 OS0319
 OS0319.The horizontal coordinates were scaled from a map and have
 OS0319.an estimated accuracy of +/- 6 seconds.
 OS0319
 OS0319.The orthometric height was determined by differential leveling and
 OS0319.adjusted by the NATIONAL GEODETIC SURVEY
 OS0319.in September 1993.
 OS0319
 OS0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0319.GEOID18 height accuracy estimate available here.
 OS0319
 OS0319.Click photographs - Photos may exist for this station.
 OS0319
 OS0319.The dynamic height is computed by dividing the NAVD 88
 OS0319.geopotential number by the normal gravity value computed on the
 OS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0319.degrees latitude (g = 980.6199 gals.).
 OS0319
 OS0319.The modeled gravity was interpolated from observed gravity values.
 OS0319
 OS0319;                    North         East    Units  Estimated Accuracy
 OS0319;SPC SD S     -   173,660.      537,850.      MT  (+/- 180 meters Scaled)
 OS0319
 OS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP307622(NAD 83)
 OS0319
 OS0319                          SUPERSEDED SURVEY CONTROL
 OS0319
 OS0319  NAVD 88 (06/15/91)  715.699  (m)         2348.09   (f) SUPERSEDED  1 2
 OS0319  NGVD 29 (??/??/92)  715.211  (m)         2346.49   (f) ADJ UNCH    1 2
 OS0319
 OS0319.Superseded values are not recommended for survey control.
 OS0319
 OS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0319.See file dsdata.pdf to determine how the superseded data were derived.
 OS0319
 OS0319_MARKER: DB = BENCH MARK DISK
 OS0319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0319_SP_SET: HEADWALL
 OS0319_STAMPING: F 74 1934
 OS0319_MARK LOGO: CGS
 OS0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0319+STABILITY: SURFACE MOTION
 OS0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0319+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2013
 OS0319
 OS0319  HISTORY     - Date     Condition        Report By
 OS0319  HISTORY     - 1934     MONUMENTED       CGS
 OS0319  HISTORY     - 1985     MARK NOT FOUND   NGS
 OS0319  HISTORY     - 19910621 GOOD             NGS
 OS0319  HISTORY     - 20130121 GOOD             INDIV
 OS0319
 OS0319                          STATION DESCRIPTION
 OS0319
 OS0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0319'0.9 MI W FROM STAMFORD.
 OS0319'0.9 MILE WEST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO, MILWAUKEE,
 OS0319'ST. PAUL AND PACIFIC RAILROAD STATION AT STAMFORD, JACKSON
 OS0319'COUNTY, 3-1/2 POLES WEST OF THE JUNCTION OF A ROAD LEADING
 OS0319'NORTH, AT A CULVERT, IN THE CENTER OF THE NORTH CONCRETE HEADWALL,
 OS0319'AND 2 FEET LOWER THAN THE HIGHWAY.
 OS0319
 OS0319                          STATION RECOVERY (1985)
 OS0319
 OS0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0319'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
 OS0319
 OS0319                          STATION RECOVERY (1991)
 OS0319
 OS0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0319'32.7 KM (20.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0319'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), THENCE 0.5 KM
 OS0319'(0.30 MI) SOUTHERLY ALONG A COUNTY ROAD (EXIT 172), THENCE 0.2 KM
 OS0319'(0.10 MI) WESTERLY ALONG AN ABANDONED ROAD, IN TOP OF AND 0.9 M (3.0
 OS0319'FT) WEST OF THE EAST END OF THE CONCRETE HEADWALL OF A CULVERT UNDER
 OS0319'THE ROAD, 8.5 M (27.9 FT) NORTH OF THE CENTER OF THE ROAD, 0.8 M (2.6
 OS0319'FT) EAST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 OS0319'ROAD.
 OS0319
 OS0319                          STATION RECOVERY (2013)
 OS0319
 OS0319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0455 ***********************************************************************
 PT0455  DESIGNATION -  F 76
 PT0455  PID         -  PT0455
 PT0455  STATE/COUNTY-  SD/HAAKON
 PT0455  COUNTRY     -  US
 PT0455  USGS QUAD   -  MIDLAND SE (2017)
 PT0455
 PT0455                         *CURRENT SURVEY CONTROL
 PT0455  ______________________________________________________________________
 PT0455* NAD 83(1986) POSITION- 44 05 17.     (N) 101 04 17.     (W)   SCALED
 PT0455* NAVD 88 ORTHO HEIGHT -   559.341 (meters)     1835.10  (feet) ADJUSTED
 PT0455  ______________________________________________________________________
 PT0455  GEOID HEIGHT    -        -23.056 (meters)                     GEOID18
 PT0455  DYNAMIC HEIGHT  -        559.184 (meters)     1834.59  (feet) COMP
 PT0455  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 PT0455
 PT0455  VERT ORDER      -  SECOND    CLASS 0
 PT0455
 PT0455.The horizontal coordinates were scaled from a map and have
 PT0455.an estimated accuracy of +/- 6 seconds.
 PT0455
 PT0455.The orthometric height was determined by differential leveling and
 PT0455.adjusted by the NATIONAL GEODETIC SURVEY
 PT0455.in June 1991.
 PT0455
 PT0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0455.GEOID18 height accuracy estimate available here.
 PT0455
 PT0455.Click photographs - Photos may exist for this station.
 PT0455
 PT0455.The dynamic height is computed by dividing the NAVD 88
 PT0455.geopotential number by the normal gravity value computed on the
 PT0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0455.degrees latitude (g = 980.6199 gals.).
 PT0455
 PT0455.The modeled gravity was interpolated from observed gravity values.
 PT0455
 PT0455;                    North         East    Units  Estimated Accuracy
 PT0455;SPC SD S     -   195,200.      540,900.      MT  (+/- 180 meters Scaled)
 PT0455
 PT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP341837(NAD 83)
 PT0455
 PT0455                          SUPERSEDED SURVEY CONTROL
 PT0455
 PT0455  NGVD 29 (??/??/92)  558.896  (m)         1833.64   (f) ADJ UNCH    2 0
 PT0455
 PT0455.Superseded values are not recommended for survey control.
 PT0455
 PT0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0455.See file dsdata.pdf to determine how the superseded data were derived.
 PT0455
 PT0455_MARKER: DB = BENCH MARK DISK
 PT0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0455_STAMPING: F 76 1934
 PT0455_MARK LOGO: CGS
 PT0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0455+STABILITY: SURFACE MOTION
 PT0455
 PT0455  HISTORY     - Date     Condition        Report By
 PT0455  HISTORY     - 1934     MONUMENTED       CGS
 PT0455
 PT0455                          STATION DESCRIPTION
 PT0455
 PT0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0455'5.2 MI E FROM MIDLAND.
 PT0455'5.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0455'THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, 5 POLES EAST
 PT0455'OF MILEPOST 529, AT A ROAD CROSSING, 60 FEET EAST OF THE CENTERLINE
 PT0455'OF THE ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4
 PT0455'FEET EAST OF A POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 PT0455'A STANDARD DISK, STAMPED F 76 1934 AND SET IN THE TOP OF A
 PT0455'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0149 ***********************************************************************
 PS0149  DESIGNATION -  F 79
 PS0149  PID         -  PS0149
 PS0149  STATE/COUNTY-  SD/HAND
 PS0149  COUNTRY     -  US
 PS0149  USGS QUAD   -  MITTELSTEDT SLOUGH (2017)
 PS0149
 PS0149                         *CURRENT SURVEY CONTROL
 PS0149  ______________________________________________________________________
 PS0149* NAD 83(1986) POSITION- 44 11 47.60   (N) 098 59 08.66   (W)   HD_HELD1
 PS0149* NAVD 88 ORTHO HEIGHT -   572.116 (meters)     1877.02  (feet) ADJUSTED
 PS0149  ______________________________________________________________________
 PS0149  GEOID HEIGHT    -        -24.851 (meters)                     GEOID18
 PS0149  DYNAMIC HEIGHT  -        571.983 (meters)     1876.58  (feet) COMP
 PS0149  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 PS0149
 PS0149  VERT ORDER      -  SECOND    CLASS 0
 PS0149
 PS0149.The horizontal coordinates were determined by differentially corrected
 PS0149.hand held GPS observations or other comparable positioning techniques
 PS0149.and have an estimated accuracy of +/- 3 meters.
 PS0149
 PS0149.The orthometric height was determined by differential leveling and
 PS0149.adjusted by the NATIONAL GEODETIC SURVEY
 PS0149.in June 1991.
 PS0149
 PS0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0149.GEOID18 height accuracy estimate available here.
 PS0149
 PS0149.Click photographs - Photos may exist for this station.
 PS0149
 PS0149.The dynamic height is computed by dividing the NAVD 88
 PS0149.geopotential number by the normal gravity value computed on the
 PS0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0149.degrees latitude (g = 980.6199 gals.).
 PS0149
 PS0149.The modeled gravity was interpolated from observed gravity values.
 PS0149
 PS0149;                    North         East    Units  Estimated Accuracy
 PS0149;SPC SD N     -    40,870.6     681,082.9     MT  (+/- 3 meters HH1 GPS) 
 PS0149
 PS0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0113993704(NAD 83)
 PS0149
 PS0149                          SUPERSEDED SURVEY CONTROL
 PS0149
 PS0149  NGVD 29 (??/??/92)  571.749  (m)         1875.81   (f) ADJ UNCH    2 0
 PS0149
 PS0149.Superseded values are not recommended for survey control.
 PS0149
 PS0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0149.See file dsdata.pdf to determine how the superseded data were derived.
 PS0149
 PS0149_MARKER: DB = BENCH MARK DISK
 PS0149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0149_SP_SET: CULVERT HEADWALL
 PS0149_STAMPING: F 79 1934
 PS0149_MARK LOGO: CGS
 PS0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0149+STABILITY: SURFACE MOTION
 PS0149
 PS0149  HISTORY     - Date     Condition        Report By
 PS0149  HISTORY     - 1934     MONUMENTED       CGS
 PS0149  HISTORY     - 1952     GOOD             CGS
 PS0149
 PS0149                          STATION DESCRIPTION
 PS0149
 PS0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PS0149'11.4 MI N FROM GANN VALLEY.
 PS0149'IN HAND COUNTY, 11.4 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE
 PS0149'POST OFFICE AT GANN VALLEY, BUFFALO COUNTY, AT THE HAND-BUFFALO
 PS0149'COUNTY LINE, 85 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 PS0149'HI-WAY CASH STORE, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PS0149'25 FEET NORTH OF A CROSS ROAD, AT AN 18-INCH CONCRETE-PIPE
 PS0149'CULVERT, IN THE CENTER OF THE TOP OF THE WING OF THE NORTH
 PS0149'CONCRETE HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A
 PS0149'STANDARD DISK, STAMPED F 79 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0299 ***********************************************************************
 OR0299  DESIGNATION -  F 8
 OR0299  PID         -  OR0299
 OR0299  STATE/COUNTY-  SD/GREGORY
 OR0299  COUNTRY     -  US
 OR0299  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0299
 OR0299                         *CURRENT SURVEY CONTROL
 OR0299  ______________________________________________________________________
 OR0299* NAD 83(1986) POSITION- 43 00 36.     (N) 098 44 29.     (W)   SCALED
 OR0299* NAVD 88 ORTHO HEIGHT -   557.046 (meters)     1827.58  (feet) ADJUSTED
 OR0299  ______________________________________________________________________
 OR0299  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 OR0299  DYNAMIC HEIGHT  -        556.844 (meters)     1826.91  (feet) COMP
 OR0299  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 OR0299
 OR0299  VERT ORDER      -  FIRST     CLASS II
 OR0299
 OR0299.The horizontal coordinates were scaled from a map and have
 OR0299.an estimated accuracy of +/- 6 seconds.
 OR0299
 OR0299.The orthometric height was determined by differential leveling and
 OR0299.adjusted by the NATIONAL GEODETIC SURVEY
 OR0299.in June 1991.
 OR0299
 OR0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0299.GEOID18 height accuracy estimate available here.
 OR0299
 OR0299.Click photographs - Photos may exist for this station.
 OR0299
 OR0299.The dynamic height is computed by dividing the NAVD 88
 OR0299.geopotential number by the normal gravity value computed on the
 OR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0299.degrees latitude (g = 980.6199 gals.).
 OR0299
 OR0299.The modeled gravity was interpolated from observed gravity values.
 OR0299
 OR0299;                    North         East    Units  Estimated Accuracy
 OR0299;SPC SD S     -    76,420.      729,780.      MT  (+/- 180 meters Scaled)
 OR0299
 OR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN210619(NAD 83)
 OR0299
 OR0299                          SUPERSEDED SURVEY CONTROL
 OR0299
 OR0299  NGVD 29 (??/??/92)  556.732  (m)         1826.54   (f) ADJ UNCH    1 2
 OR0299
 OR0299.Superseded values are not recommended for survey control.
 OR0299
 OR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0299.See file dsdata.pdf to determine how the superseded data were derived.
 OR0299
 OR0299_MARKER: DD = SURVEY DISK
 OR0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0299_STAMPING: F 8 1820.380
 OR0299_MARK LOGO: USACE
 OR0299_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0299+STABILITY: SURFACE MOTION
 OR0299
 OR0299  HISTORY     - Date     Condition        Report By
 OR0299  HISTORY     - UNK      MONUMENTED       USACE
 OR0299  HISTORY     - 1946     GOOD             CGS
 OR0299  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0299  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0299
 OR0299                          STATION DESCRIPTION
 OR0299
 OR0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0299'8.6 MI E FROM FAIRFAX.
 OR0299'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE ALONG
 OR0299'MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0299'THENCE EAST 8.1 MILES ALONG STATE HIGHWAY NO. 54 AT SITE OF
 OR0299'MARK, BENCH MARK IS 36.0 FEET NORTH OF AND ABOUT 1.0 FOOT LOWER
 OR0299'THAN THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTHEAST OF A
 OR0299'FENCE CORNER, 2.0 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 1.0
 OR0299'FOOT SOUTHWEST OF A WHITE 2 IN X 4 IN MARKER POST.  A BRONZE
 OR0299'DISK STAMPED F 8 1820.380 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0299'PROJECTS 2 INCHES ABOVE GROUND.  NOTE-- AREA RESIDENTS REPORTED
 OR0299'BENCH MARK WAS REMOVED DURING ROAD CONSTRUCTION, AND IS CONSIDERED
 OR0299'DESTROYED.
 OR0299
 OR0299                          STATION RECOVERY (1962)
 OR0299
 OR0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0299'MARK NOT FOUND.
 OR0299
 OR0299                          STATION RECOVERY (2013)
 OR0299
 OR0299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0772 ***********************************************************************
 PU0772  DESIGNATION -  F 8 B 1
 PU0772  PID         -  PU0772
 PU0772  STATE/COUNTY-  SD/MEADE
 PU0772  COUNTRY     -  US
 PU0772  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0772
 PU0772                         *CURRENT SURVEY CONTROL
 PU0772  ______________________________________________________________________
 PU0772* NAD 83(1986) POSITION- 44 54 33.     (N) 102 44 09.     (W)   SCALED
 PU0772* NAVD 88 ORTHO HEIGHT -   797.317 (meters)     2615.86  (feet) ADJUSTED
 PU0772  ______________________________________________________________________
 PU0772  GEOID HEIGHT    -        -17.759 (meters)                     GEOID18
 PU0772  DYNAMIC HEIGHT  -        797.147 (meters)     2615.31  (feet) COMP
 PU0772  MODELED GRAVITY -    980,376.3   (mgal)                       NAVD 88
 PU0772
 PU0772  VERT ORDER      -  SECOND    CLASS 0
 PU0772
 PU0772.The horizontal coordinates were scaled from a map and have
 PU0772.an estimated accuracy of +/- 6 seconds.
 PU0772
 PU0772.The orthometric height was determined by differential leveling and
 PU0772.adjusted by the NATIONAL GEODETIC SURVEY
 PU0772.in June 1991.
 PU0772
 PU0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0772.GEOID18 height accuracy estimate available here.
 PU0772
 PU0772.Click photographs - Photos may exist for this station.
 PU0772
 PU0772.The dynamic height is computed by dividing the NAVD 88
 PU0772.geopotential number by the normal gravity value computed on the
 PU0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0772.degrees latitude (g = 980.6199 gals.).
 PU0772
 PU0772.The modeled gravity was interpolated from observed gravity values.
 PU0772
 PU0772;                    North         East    Units  Estimated Accuracy
 PU0772;SPC SD N     -   123,200.      384,000.      MT  (+/- 180 meters Scaled)
 PU0772
 PU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK787753(NAD 83)
 PU0772
 PU0772                          SUPERSEDED SURVEY CONTROL
 PU0772
 PU0772  NGVD 29 (??/??/92)  796.85   (m)         2614.3    (f) COMPUTED    2 0
 PU0772
 PU0772.Superseded values are not recommended for survey control.
 PU0772
 PU0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0772.See file dsdata.pdf to determine how the superseded data were derived.
 PU0772
 PU0772_MARKER: Z = SEE DESCRIPTION
 PU0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0772_SP_SET: PEDESTAL
 PU0772_STAMPING: F 8 B 1
 PU0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0772
 PU0772  HISTORY     - Date     Condition        Report By
 PU0772  HISTORY     - UNK      MONUMENTED       USAF
 PU0772  HISTORY     - 1962     GOOD             CGS
 PU0772
 PU0772                          STATION DESCRIPTION
 PU0772
 PU0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0772'11.1 MI E FROM SULPHUR.
 PU0772'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0772'2.0 MILES NORTH ALONG A ROAD, THENCE 0.1 MILE NORTH ACROSS A
 PU0772'FIELD, 0.1 MILE NORTHEAST OF A HIGH AND PROMINENT KNOLL, 257
 PU0772'YARDS NORTH OF THE CENTER LINE OF THE ROAD, THE CENTER OF A
 PU0772'TRIBRACH MOUNTED ON TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0772'PROJECTS ABOUT 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0805 ***********************************************************************
 OR0805  DESIGNATION -  F 8 RESET
 OR0805  PID         -  OR0805
 OR0805  STATE/COUNTY-  SD/LYMAN
 OR0805  COUNTRY     -  US
 OR0805  USGS QUAD   -  RELIANCE (2017)
 OR0805
 OR0805                         *CURRENT SURVEY CONTROL
 OR0805  ______________________________________________________________________
 OR0805* NAD 83(1986) POSITION- 43 52 44.     (N) 099 36 12.     (W)   SCALED
 OR0805* NAVD 88 ORTHO HEIGHT -   546.56  (meters)     1793.2   (feet) RESET
 OR0805  ______________________________________________________________________
 OR0805  GEOID HEIGHT    -        -25.374 (meters)                     GEOID18
 OR0805  VERT ORDER      -  THIRD
 OR0805
 OR0805.The horizontal coordinates were scaled from a map and have
 OR0805.an estimated accuracy of +/- 6 seconds.
 OR0805
 OR0805.The orthometric height was computed from unverified reset data.
 OR0805
 OR0805.No vertical observational check was made to the station.
 OR0805
 OR0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0805.GEOID18 height accuracy estimate available here.
 OR0805
 OR0805.Click photographs - Photos may exist for this station.
 OR0805
 OR0805;                    North         East    Units  Estimated Accuracy
 OR0805;SPC SD S     -   171,960.      658,660.      MT  (+/- 180 meters Scaled)
 OR0805
 OR0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP515585(NAD 83)
 OR0805
 OR0805                          SUPERSEDED SURVEY CONTROL
 OR0805
 OR0805  NGVD 29 (04/17/07)  546.19   (m)         1792.0    (f) RESET       3  
 OR0805
 OR0805.Superseded values are not recommended for survey control.
 OR0805
 OR0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0805.See file dsdata.pdf to determine how the superseded data were derived.
 OR0805
 OR0805_MARKER: DV = VERTICAL CONTROL DISK
 OR0805_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0805_SP_SET: SIDEWALK
 OR0805_STAMPING: F 8 1925 RESET 1981
 OR0805_MARK LOGO: NGS
 OR0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0805
 OR0805  HISTORY     - Date     Condition        Report By
 OR0805  HISTORY     - 1981     MONUMENTED       NGS
 OR0805
 OR0805                          STATION DESCRIPTION
 OR0805
 OR0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OR0805'IN RELIANCE.
 OR0805'IN RELIANCE, IN FRONT OF THE RELIANCE LIQUOR STORE, IN THE CONCRETE
 OR0805'SIDEWALK, 12.3 FEET WEST OF THE EAST EDGE OF THE SIDEWALK, 3.0 FEET
 OR0805'SOUTH OF THE NORTHEAST CORNER OF THE LIQUOR STORE, AND 0.3 FOOT
 OR0805'EAST OF THE EDGE OF THE BUILDING.
 OR0805'THE MARK IS 1.0 FT ABOVE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0273 ***********************************************************************
 PS0273  DESIGNATION -  F 80
 PS0273  PID         -  PS0273
 PS0273  STATE/COUNTY-  SD/HAND
 PS0273  COUNTRY     -  US
 PS0273  USGS QUAD   -  ROCKHAM SW (2017)
 PS0273
 PS0273                         *CURRENT SURVEY CONTROL
 PS0273  ______________________________________________________________________
 PS0273* NAD 83(1986) POSITION- 44 45 57.     (N) 098 59 16.     (W)   SCALED
 PS0273* NAVD 88 ORTHO HEIGHT -   447.001 (meters)     1466.54  (feet) ADJUSTED
 PS0273  ______________________________________________________________________
 PS0273  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 PS0273  DYNAMIC HEIGHT  -        446.933 (meters)     1466.31  (feet) COMP
 PS0273  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 PS0273
 PS0273  VERT ORDER      -  SECOND    CLASS 0
 PS0273
 PS0273.The horizontal coordinates were scaled from a map and have
 PS0273.an estimated accuracy of +/- 6 seconds.
 PS0273
 PS0273.The orthometric height was determined by differential leveling and
 PS0273.adjusted by the NATIONAL GEODETIC SURVEY
 PS0273.in June 1991.
 PS0273
 PS0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0273.GEOID18 height accuracy estimate available here.
 PS0273
 PS0273.Click photographs - Photos may exist for this station.
 PS0273
 PS0273.The dynamic height is computed by dividing the NAVD 88
 PS0273.geopotential number by the normal gravity value computed on the
 PS0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0273.degrees latitude (g = 980.6199 gals.).
 PS0273
 PS0273.The modeled gravity was interpolated from observed gravity values.
 PS0273
 PS0273;                    North         East    Units  Estimated Accuracy
 PS0273;SPC SD N     -   104,120.      680,130.      MT  (+/- 180 meters Scaled)
 PS0273
 PS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009569(NAD 83)
 PS0273
 PS0273                          SUPERSEDED SURVEY CONTROL
 PS0273
 PS0273  NGVD 29 (??/??/92)  446.68   (m)         1465.5    (f) COMPUTED    2 0
 PS0273
 PS0273.Superseded values are not recommended for survey control.
 PS0273
 PS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0273.See file dsdata.pdf to determine how the superseded data were derived.
 PS0273
 PS0273_MARKER: DB = BENCH MARK DISK
 PS0273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0273_SP_SET: CULVERT HEADWALL
 PS0273_STAMPING: F 80 1934
 PS0273_MARK LOGO: CGS
 PS0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0273+STABILITY: SURFACE MOTION
 PS0273
 PS0273  HISTORY     - Date     Condition        Report By
 PS0273  HISTORY     - 1934     MONUMENTED       CGS
 PS0273
 PS0273                          STATION DESCRIPTION
 PS0273
 PS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0273'17.1 MI N FROM MILLER.
 PS0273'ALONG STATE HIGHWAY 45 AT JUNCTION OF STATE HIGHWAY 22, 225 FEET
 PS0273'NORTH OF POINT OF INTERSECTION OF SECTION LINES.  A 3 FT X 4 FT
 PS0273'RCB CULVERT.  SET IN THE CENTER OF EAST HEADWALL, 3 1/2 FEET
 PS0273'ABOVE LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0274 ***********************************************************************
 PS0274  DESIGNATION -  F 80 RESET
 PS0274  PID         -  PS0274
 PS0274  STATE/COUNTY-  SD/HAND
 PS0274  COUNTRY     -  US
 PS0274  USGS QUAD   -  ROCKHAM SW (2017)
 PS0274
 PS0274                         *CURRENT SURVEY CONTROL
 PS0274  ______________________________________________________________________
 PS0274* NAD 83(1986) POSITION- 44 45 56.78   (N) 098 59 16.79   (W)   HD_HELD1
 PS0274* NAVD 88 ORTHO HEIGHT -   446.527 (meters)     1464.98  (feet) ADJUSTED
 PS0274  ______________________________________________________________________
 PS0274  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 PS0274  DYNAMIC HEIGHT  -        446.458 (meters)     1464.75  (feet) COMP
 PS0274  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 PS0274
 PS0274  VERT ORDER      -  FIRST     CLASS II
 PS0274
 PS0274.The horizontal coordinates were determined by differentially corrected
 PS0274.hand held GPS observations or other comparable positioning techniques
 PS0274.and have an estimated accuracy of +/- 3 meters.
 PS0274
 PS0274.The orthometric height was determined by differential leveling and
 PS0274.adjusted by the NATIONAL GEODETIC SURVEY
 PS0274.in July 1998.
 PS0274
 PS0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0274.GEOID18 height accuracy estimate available here.
 PS0274
 PS0274.Click photographs - Photos may exist for this station.
 PS0274
 PS0274.The dynamic height is computed by dividing the NAVD 88
 PS0274.geopotential number by the normal gravity value computed on the
 PS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0274.degrees latitude (g = 980.6199 gals.).
 PS0274
 PS0274.The modeled gravity was interpolated from observed gravity values.
 PS0274
 PS0274;                    North         East    Units  Estimated Accuracy
 PS0274;SPC SD N     -   104,115.2     680,111.7     MT  (+/- 3 meters HH1 GPS) 
 PS0274
 PS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0094956931(NAD 83)
 PS0274
 PS0274                          SUPERSEDED SURVEY CONTROL
 PS0274
 PS0274  NGVD 29 (??/??/??)  446.18   (m)         1463.8    (f) RESET       3  
 PS0274
 PS0274.Superseded values are not recommended for survey control.
 PS0274
 PS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0274.See file dsdata.pdf to determine how the superseded data were derived.
 PS0274
 PS0274_MARKER: DB = BENCH MARK DISK
 PS0274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0274_SP_SET: BOX CULVERT HEADWALL
 PS0274_STAMPING: F 80 RESET 1946
 PS0274_MARK LOGO: CGS
 PS0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0274+STABILITY: SURFACE MOTION
 PS0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0274+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0274
 PS0274  HISTORY     - Date     Condition        Report By
 PS0274  HISTORY     - 1946     MONUMENTED       CGS
 PS0274  HISTORY     - 1946     GOOD             CGS
 PS0274  HISTORY     - 19960710 GOOD             NGS
 PS0274
 PS0274                          STATION DESCRIPTION
 PS0274
 PS0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0274'17.1 MI N FROM MILLER.
 PS0274'17.1 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURT
 PS0274'AT MILLER, HAND COUNTY, ABOUT 225 FEET NORTH OF THE CENTER OF THE
 PS0274'JUNCTION OF STATE HIGHWAY 26, AT A CONCRETE-BOX CULVERT, IN THE
 PS0274'TOP OF THE EAST HEADWALL, AND 35 FEET EAST OF THE CENTERLINE
 PS0274'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 80 RESET 1946.
 PS0274
 PS0274                          STATION RECOVERY (1996)
 PS0274
 PS0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0274'27.5 KM (17.10 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0274'OFFICE IN MILLER, NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF A
 PS0274'CULVERT UNDER THE HIGHWAY, 607.0 M (1991.5 FT) SOUTH OF MILEPOST 129,
 PS0274'5.7 M (18.7 FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT)
 PS0274'BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0204 ***********************************************************************
 PS0204  DESIGNATION -  F 81
 PS0204  PID         -  PS0204
 PS0204  STATE/COUNTY-  SD/JERAULD
 PS0204  COUNTRY     -  US
 PS0204  USGS QUAD   -  WESSINGTON SPRINGS (2017)
 PS0204
 PS0204                         *CURRENT SURVEY CONTROL
 PS0204  ______________________________________________________________________
 PS0204* NAD 83(1986) POSITION- 44 04 48.     (N) 098 36 26.     (W)   SCALED
 PS0204* NAVD 88 ORTHO HEIGHT -   567.003 (meters)     1860.24  (feet) ADJUSTED
 PS0204  ______________________________________________________________________
 PS0204  GEOID HEIGHT    -        -25.256 (meters)                     GEOID18
 PS0204  DYNAMIC HEIGHT  -        566.870 (meters)     1859.81  (feet) COMP
 PS0204  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 PS0204
 PS0204  VERT ORDER      -  SECOND    CLASS 0
 PS0204
 PS0204.The horizontal coordinates were scaled from a map and have
 PS0204.an estimated accuracy of +/- 6 seconds.
 PS0204
 PS0204.The orthometric height was determined by differential leveling and
 PS0204.adjusted by the NATIONAL GEODETIC SURVEY
 PS0204.in June 1991.
 PS0204
 PS0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0204.GEOID18 height accuracy estimate available here.
 PS0204
 PS0204.Click photographs - Photos may exist for this station.
 PS0204
 PS0204.The dynamic height is computed by dividing the NAVD 88
 PS0204.geopotential number by the normal gravity value computed on the
 PS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0204.degrees latitude (g = 980.6199 gals.).
 PS0204
 PS0204.The modeled gravity was interpolated from observed gravity values.
 PS0204
 PS0204;                    North         East    Units  Estimated Accuracy
 PS0204;SPC SD S     -   195,480.      738,240.      MT  (+/- 180 meters Scaled)
 PS0204
 PS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP314808(NAD 83)
 PS0204
 PS0204                          SUPERSEDED SURVEY CONTROL
 PS0204
 PS0204  NGVD 29 (??/??/92)  566.649  (m)         1859.08   (f) ADJ UNCH    2 0
 PS0204
 PS0204.Superseded values are not recommended for survey control.
 PS0204
 PS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0204.See file dsdata.pdf to determine how the superseded data were derived.
 PS0204
 PS0204_MARKER: DB = BENCH MARK DISK
 PS0204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0204_SP_SET: BOX CULVERT HEADWALL
 PS0204_STAMPING: F 81 1934
 PS0204_MARK LOGO: CGS
 PS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0204+STABILITY: SURFACE MOTION
 PS0204
 PS0204  HISTORY     - Date     Condition        Report By
 PS0204  HISTORY     - 1934     MONUMENTED       CGS
 PS0204  HISTORY     - 1954     GOOD             CGS
 PS0204
 PS0204                          STATION DESCRIPTION
 PS0204
 PS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PS0204'2.9 MI W FROM WESSINGTON SPRINGS.
 PS0204'2.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE CHICAGO, MILWAUKEE,
 PS0204'ST. PAUL AND PACIFIC RAILROAD AT WESSINGTON SPRINGS, JERAULD
 PS0204'COUNTY, AT THE BASE OF A HILL ON A LONG CURVE, AT A 3-BY 4-FOOT
 PS0204'ROUND CONCRETE-BOX CULVERT, IN THE EAST END OF THE SOUTH HEADWALL,
 PS0204'AND ABOUT 2 FEET LOWER THAN THE ROAD.  NOTE-- IT IS NOW ON AN
 PS0204'ABANDONED STRETCH OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0582 ***********************************************************************
 PR0582  DESIGNATION -  F 82 RESET
 PR0582  PID         -  PR0582
 PR0582  STATE/COUNTY-  SD/SANBORN
 PR0582  COUNTRY     -  US
 PR0582  USGS QUAD   -  ARTESIAN (2017)
 PR0582
 PR0582                         *CURRENT SURVEY CONTROL
 PR0582  ______________________________________________________________________
 PR0582* NAD 83(1986) POSITION- 44 00 34.     (N) 097 58 11.     (W)   SCALED
 PR0582* NAVD 88 ORTHO HEIGHT -   400.42  (meters)     1313.7   (feet) RESET
 PR0582  ______________________________________________________________________
 PR0582  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 PR0582  VERT ORDER      -  THIRD
 PR0582
 PR0582.The horizontal coordinates were scaled from a map and have
 PR0582.an estimated accuracy of +/- 6 seconds.
 PR0582
 PR0582.The orthometric height was computed from unverified reset data.
 PR0582
 PR0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0582.GEOID18 height accuracy estimate available here.
 PR0582
 PR0582.Click photographs - Photos may exist for this station.
 PR0582
 PR0582;                    North         East    Units  Estimated Accuracy
 PR0582;SPC SD S     -   188,900.      789,510.      MT  (+/- 180 meters Scaled)
 PR0582
 PR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP825734(NAD 83)
 PR0582
 PR0582                          SUPERSEDED SURVEY CONTROL
 PR0582
 PR0582.No superseded survey control is available for this station.
 PR0582
 PR0582_MARKER: DB = BENCH MARK DISK
 PR0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0582_STAMPING: F 82 RESET 1940
 PR0582_MARK LOGO: CGS
 PR0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0582+STABILITY: SURFACE MOTION
 PR0582
 PR0582  HISTORY     - Date     Condition        Report By
 PR0582  HISTORY     - 1940     MONUMENTED       SDHD
 PR0582  HISTORY     - 1941     GOOD             CGS
 PR0582  HISTORY     - 1954     GOOD             CGS
 PR0582
 PR0582                          STATION DESCRIPTION
 PR0582
 PR0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PR0582'2.4 MI W FROM ARTESIAN.
 PR0582'2.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0582'PACIFIC RAILROAD FROM THE STATION AT ARTESIAN, SANBORN COUNTY,
 PR0582'5 POLES WEST OF MILEPOST 377, ABOUT 170 FEET EAST OF A ROAD
 PR0582'CROSSING, AND 82 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 PR0582'34.  A STANDARD DISK, STAMPED F 82 RESET 1940 AND SET IN THE
 PR0582'TOP OF A CONCRETE POST.
 PR0582
 PR0582                          STATION RECOVERY (1954)
 PR0582
 PR0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PR0582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0538 ***********************************************************************
 PR0538  DESIGNATION -  F 83
 PR0538  PID         -  PR0538
 PR0538  STATE/COUNTY-  SD/KINGSBURY
 PR0538  COUNTRY     -  US
 PR0538  USGS QUAD   -  CARTHAGE (2017)
 PR0538
 PR0538                         *CURRENT SURVEY CONTROL
 PR0538  ______________________________________________________________________
 PR0538* NAD 83(1986) POSITION- 44 13 27.     (N) 097 44 34.     (W)   SCALED
 PR0538* NAVD 88 ORTHO HEIGHT -   437.478 (meters)     1435.29  (feet) ADJUSTED
 PR0538  ______________________________________________________________________
 PR0538  GEOID HEIGHT    -        -25.378 (meters)                     GEOID18
 PR0538  DYNAMIC HEIGHT  -        437.392 (meters)     1435.01  (feet) COMP
 PR0538  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 PR0538
 PR0538  VERT ORDER      -  SECOND    CLASS 0
 PR0538
 PR0538.The horizontal coordinates were scaled from a map and have
 PR0538.an estimated accuracy of +/- 6 seconds.
 PR0538
 PR0538.The orthometric height was determined by differential leveling and
 PR0538.adjusted by the NATIONAL GEODETIC SURVEY
 PR0538.in June 1991.
 PR0538
 PR0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0538.GEOID18 height accuracy estimate available here.
 PR0538
 PR0538.Click photographs - Photos may exist for this station.
 PR0538
 PR0538.The dynamic height is computed by dividing the NAVD 88
 PR0538.geopotential number by the normal gravity value computed on the
 PR0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0538.degrees latitude (g = 980.6199 gals.).
 PR0538
 PR0538.The modeled gravity was interpolated from observed gravity values.
 PR0538
 PR0538;                    North         East    Units  Estimated Accuracy
 PR0538;SPC SD N     -    45,950.      780,340.      MT  (+/- 180 meters Scaled)
 PR0538
 PR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP004975(NAD 83)
 PR0538
 PR0538                          SUPERSEDED SURVEY CONTROL
 PR0538
 PR0538  NGVD 29 (??/??/92)  437.202  (m)         1434.39   (f) ADJ UNCH    2 0
 PR0538
 PR0538.Superseded values are not recommended for survey control.
 PR0538
 PR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0538.See file dsdata.pdf to determine how the superseded data were derived.
 PR0538
 PR0538_MARKER: DB = BENCH MARK DISK
 PR0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0538_STAMPING: F 83 1934
 PR0538_MARK LOGO: CGS
 PR0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0538+STABILITY: SURFACE MOTION
 PR0538
 PR0538  HISTORY     - Date     Condition        Report By
 PR0538  HISTORY     - 1934     MONUMENTED       CGS
 PR0538
 PR0538                          STATION DESCRIPTION
 PR0538
 PR0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0538'3 MI SE FROM ESMOND.
 PR0538'3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0538'FROM THE CITY WATER TOWER AT ESMOND, KINGSBURY COUNTY, ABOUT
 PR0538'12 POLES SOUTH OF MILEPOST 115, 40 FEET NORTH OF THE CENTER OF
 PR0538'A PUBLIC-ROAD CROSSING, 49 FEET WEST OF THE CENTER LINE OF THE
 PR0538'TRACK, 38 FEET WEST OF A 2- BY 3-FOOT WOODEN BOX CULVERT, AND
 PR0538'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0538'F 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0049 ***********************************************************************
 PS0049  DESIGNATION -  F 84
 PS0049  PID         -  PS0049
 PS0049  STATE/COUNTY-  SD/SPINK
 PS0049  COUNTRY     -  US
 PS0049  USGS QUAD   -  BLOOMFIELD (2017)
 PS0049
 PS0049                         *CURRENT SURVEY CONTROL
 PS0049  ______________________________________________________________________
 PS0049* NAD 83(1986) POSITION- 44 40 18.     (N) 098 05 56.     (W)   SCALED
 PS0049* NAVD 88 ORTHO HEIGHT -   405.981 (meters)     1331.96  (feet) ADJUSTED
 PS0049  ______________________________________________________________________
 PS0049  GEOID HEIGHT    -        -24.519 (meters)                     GEOID18
 PS0049  DYNAMIC HEIGHT  -        405.928 (meters)     1331.78  (feet) COMP
 PS0049  MODELED GRAVITY -    980,476.0   (mgal)                       NAVD 88
 PS0049
 PS0049  VERT ORDER      -  SECOND    CLASS 0
 PS0049
 PS0049.The horizontal coordinates were scaled from a map and have
 PS0049.an estimated accuracy of +/- 6 seconds.
 PS0049
 PS0049.The orthometric height was determined by differential leveling and
 PS0049.adjusted by the NATIONAL GEODETIC SURVEY
 PS0049.in June 1991.
 PS0049
 PS0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0049.GEOID18 height accuracy estimate available here.
 PS0049
 PS0049.Click photographs - Photos may exist for this station.
 PS0049
 PS0049.The dynamic height is computed by dividing the NAVD 88
 PS0049.geopotential number by the normal gravity value computed on the
 PS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0049.degrees latitude (g = 980.6199 gals.).
 PS0049
 PS0049.The modeled gravity was interpolated from observed gravity values.
 PS0049
 PS0049;                    North         East    Units  Estimated Accuracy
 PS0049;SPC SD N     -    94,930.      750,730.      MT  (+/- 180 meters Scaled)
 PS0049
 PS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ714468(NAD 83)
 PS0049
 PS0049                          SUPERSEDED SURVEY CONTROL
 PS0049
 PS0049  NGVD 29 (??/??/92)  405.708  (m)         1331.06   (f) ADJ UNCH    2 0
 PS0049
 PS0049.Superseded values are not recommended for survey control.
 PS0049
 PS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0049.See file dsdata.pdf to determine how the superseded data were derived.
 PS0049
 PS0049_MARKER: DB = BENCH MARK DISK
 PS0049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0049_SP_SET: CULVERT HEADWALL
 PS0049_STAMPING: F 84 1934
 PS0049_MARK LOGO: CGS
 PS0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0049+STABILITY: SURFACE MOTION
 PS0049
 PS0049  HISTORY     - Date     Condition        Report By
 PS0049  HISTORY     - 1934     MONUMENTED       CGS
 PS0049
 PS0049                          STATION DESCRIPTION
 PS0049
 PS0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0049'15.8 MI S FROM DOLAND.
 PS0049'15.8 MILES SOUTH OF CITY WATER TANK.  ALONG THE HURON-DOLAND
 PS0049'ROAD (HIWAY 37) AT THE BEGINNING OF LONG SLOPE, 16 FEET EAST
 PS0049'OF CENTERLINE OF THE HIWAY, 20 FEET WEST OF RIGHT OF WAY FENCE.
 PS0049'SET IN THE CENTER OF THE EAST HEADWALL OF 14 INCH CONCRETE
 PS0049'CULVERT, 6 INCHES ABOVE THE LEVEL OF THE ROAD.  A STANDARD
 PS0049'DISK, STAMPED F 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0050 ***********************************************************************
 PS0050  DESIGNATION -  F 84 RESET
 PS0050  PID         -  PS0050
 PS0050  STATE/COUNTY-  SD/SPINK
 PS0050  COUNTRY     -  US
 PS0050  USGS QUAD   -  BLOOMFIELD (2017)
 PS0050
 PS0050                         *CURRENT SURVEY CONTROL
 PS0050  ______________________________________________________________________
 PS0050* NAD 83(1986) POSITION- 44 40 18.     (N) 098 05 55.     (W)   SCALED
 PS0050* NAVD 88 ORTHO HEIGHT -   405.62  (meters)     1330.8   (feet) RESET
 PS0050  ______________________________________________________________________
 PS0050  GEOID HEIGHT    -        -24.519 (meters)                     GEOID18
 PS0050  VERT ORDER      -  THIRD
 PS0050
 PS0050.The horizontal coordinates were scaled from a map and have
 PS0050.an estimated accuracy of +/- 6 seconds.
 PS0050
 PS0050.The orthometric height was computed from unverified reset data.
 PS0050
 PS0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0050.GEOID18 height accuracy estimate available here.
 PS0050
 PS0050.Click photographs - Photos may exist for this station.
 PS0050
 PS0050;                    North         East    Units  Estimated Accuracy
 PS0050;SPC SD N     -    94,930.      750,750.      MT  (+/- 180 meters Scaled)
 PS0050
 PS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ714468(NAD 83)
 PS0050
 PS0050                          SUPERSEDED SURVEY CONTROL
 PS0050
 PS0050.No superseded survey control is available for this station.
 PS0050
 PS0050_MARKER: DB = BENCH MARK DISK
 PS0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0050_STAMPING: F 84 1934 RESET 1961
 PS0050_MARK LOGO: CGS
 PS0050_PROJECTION: FLUSH
 PS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0050+STABILITY: SURFACE MOTION
 PS0050
 PS0050  HISTORY     - Date     Condition        Report By
 PS0050  HISTORY     - 1961     MONUMENTED       CGS
 PS0050
 PS0050                          STATION DESCRIPTION
 PS0050
 PS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0050'15.8 MI S FROM DOLAND.
 PS0050'THIS MARK IS LOCATED ABOUT 15.8 MILES SOUTH ALONG A GRAVEL
 PS0050'ROAD FROM THE CITY WATER TANK AT DOLAND, ABOUT 0.25 MILE
 PS0050'SOUTH OF CROSSROADS, 79 FEET EAST OF THE CENTERLINE OF THE ROAD
 PS0050'AND 49 FEET EAST OF THE EAST END OF A CONCRETE CULVERT, AND
 PS0050'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE
 PS0050'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0216 ***********************************************************************
 QQ0216  DESIGNATION -  F 85
 QQ0216  PID         -  QQ0216
 QQ0216  STATE/COUNTY-  SD/CODINGTON
 QQ0216  COUNTRY     -  US
 QQ0216  USGS QUAD   -  FLORENCE (2017)
 QQ0216
 QQ0216                         *CURRENT SURVEY CONTROL
 QQ0216  ______________________________________________________________________
 QQ0216* NAD 83(1986) POSITION- 45 04 12.     (N) 097 20 58.     (W)   SCALED
 QQ0216* NAVD 88 ORTHO HEIGHT -   536.863 (meters)     1761.36  (feet) ADJUSTED
 QQ0216  ______________________________________________________________________
 QQ0216  GEOID HEIGHT    -        -25.101 (meters)                     GEOID18
 QQ0216  DYNAMIC HEIGHT  -        536.786 (meters)     1761.11  (feet) COMP
 QQ0216  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 QQ0216
 QQ0216  VERT ORDER      -  SECOND    CLASS 0
 QQ0216
 QQ0216.The horizontal coordinates were scaled from a map and have
 QQ0216.an estimated accuracy of +/- 6 seconds.
 QQ0216
 QQ0216.The orthometric height was determined by differential leveling and
 QQ0216.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0216.in June 1991.
 QQ0216
 QQ0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0216.GEOID18 height accuracy estimate available here.
 QQ0216
 QQ0216.Click photographs - Photos may exist for this station.
 QQ0216
 QQ0216.The dynamic height is computed by dividing the NAVD 88
 QQ0216.geopotential number by the normal gravity value computed on the
 QQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0216.degrees latitude (g = 980.6199 gals.).
 QQ0216
 QQ0216.The modeled gravity was interpolated from observed gravity values.
 QQ0216
 QQ0216;                    North         East    Units  Estimated Accuracy
 QQ0216;SPC SD N     -   140,840.      808,680.      MT  (+/- 180 meters Scaled)
 QQ0216
 QQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ299920(NAD 83)
 QQ0216
 QQ0216                          SUPERSEDED SURVEY CONTROL
 QQ0216
 QQ0216  NGVD 29 (??/??/92)  536.551  (m)         1760.33   (f) ADJ UNCH    2 0
 QQ0216
 QQ0216.Superseded values are not recommended for survey control.
 QQ0216
 QQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0216.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0216
 QQ0216_MARKER: DB = BENCH MARK DISK
 QQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0216_STAMPING: F 85 1934
 QQ0216_MARK LOGO: CGS
 QQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0216+STABILITY: SURFACE MOTION
 QQ0216
 QQ0216  HISTORY     - Date     Condition        Report By
 QQ0216  HISTORY     - 1934     MONUMENTED       CGS
 QQ0216
 QQ0216                          STATION DESCRIPTION
 QQ0216
 QQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0216'1.7 MI NW FROM FLORENCE.
 QQ0216'1.7 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0216'FROM THE HIGH SCHOOL AT FLORENCE, CODINGTON COUNTY, ABOUT 9
 QQ0216'POLES NORTHWEST OF MILEPOST 251, 48 FEET SOUTHWEST OF THE CENTER
 QQ0216'LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 QQ0216'A STANDARD DISK, STAMPED F 85 1934 AND SET IN THE TOP OF A
 QQ0216'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0094 ***********************************************************************
 QR0094  DESIGNATION -  F 86
 QR0094  PID         -  QR0094
 QR0094  STATE/COUNTY-  SD/SPINK
 QR0094  COUNTRY     -  US
 QR0094  USGS QUAD   -  CONDE (2017)
 QR0094
 QR0094                         *CURRENT SURVEY CONTROL
 QR0094  ______________________________________________________________________
 QR0094* NAD 83(1986) POSITION- 45 09 35.     (N) 098 05 43.     (W)   SCALED
 QR0094* NAVD 88 ORTHO HEIGHT -   400.669 (meters)     1314.53  (feet) ADJUSTED
 QR0094  ______________________________________________________________________
 QR0094  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 QR0094  DYNAMIC HEIGHT  -        400.631 (meters)     1314.40  (feet) COMP
 QR0094  MODELED GRAVITY -    980,508.9   (mgal)                       NAVD 88
 QR0094
 QR0094  VERT ORDER      -  SECOND    CLASS 0
 QR0094
 QR0094.The horizontal coordinates were scaled from a map and have
 QR0094.an estimated accuracy of +/- 6 seconds.
 QR0094
 QR0094.The orthometric height was determined by differential leveling and
 QR0094.adjusted by the NATIONAL GEODETIC SURVEY
 QR0094.in June 1991.
 QR0094
 QR0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0094.GEOID18 height accuracy estimate available here.
 QR0094
 QR0094.Click photographs - Photos may exist for this station.
 QR0094
 QR0094.The dynamic height is computed by dividing the NAVD 88
 QR0094.geopotential number by the normal gravity value computed on the
 QR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0094.degrees latitude (g = 980.6199 gals.).
 QR0094
 QR0094.The modeled gravity was interpolated from observed gravity values.
 QR0094
 QR0094;                    North         East    Units  Estimated Accuracy
 QR0094;SPC SD N     -   149,150.      749,740.      MT  (+/- 180 meters Scaled)
 QR0094
 QR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR711010(NAD 83)
 QR0094
 QR0094                          SUPERSEDED SURVEY CONTROL
 QR0094
 QR0094  NGVD 29 (??/??/92)  400.408  (m)         1313.67   (f) ADJ UNCH    2 0
 QR0094
 QR0094.Superseded values are not recommended for survey control.
 QR0094
 QR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0094.See file dsdata.pdf to determine how the superseded data were derived.
 QR0094
 QR0094_MARKER: DB = BENCH MARK DISK
 QR0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0094_STAMPING: F 86 1934
 QR0094_MARK LOGO: CGS
 QR0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0094+STABILITY: SURFACE MOTION
 QR0094
 QR0094  HISTORY     - Date     Condition        Report By
 QR0094  HISTORY     - 1934     MONUMENTED       CGS
 QR0094
 QR0094                          STATION DESCRIPTION
 QR0094
 QR0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0094'AT CONDE.
 QR0094'AT CONDE, SPINK COUNTY, ABOUT 588 FEET EAST OF THE MINNEAPOLIS
 QR0094'AND ST. LOUIS RAILROAD STATION, ABOUT 1 POLE EAST OF MILEPOST
 QR0094'291, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 QR0094'24 FEET WEST OF THE CENTER LINE OF THE CHICAGO AND NORTH WESTERN
 QR0094'RAILWAY TRACK, 36 FEET SOUTH OF THE CENTER LINE OF THE
 QR0094'MINNEAPOLIS AND ST. LOUIS RAILROAD TRACK, AND ABOUT 1.5 FEET
 QR0094'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 86 1934
 QR0094'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0129 ***********************************************************************
 QR0129  DESIGNATION -  F 87
 QR0129  PID         -  QR0129
 QR0129  STATE/COUNTY-  SD/FAULK
 QR0129  COUNTRY     -  US
 QR0129  USGS QUAD   -  CRESBARD NE (2017)
 QR0129
 QR0129                         *CURRENT SURVEY CONTROL
 QR0129  ______________________________________________________________________
 QR0129* NAD 83(1986) POSITION- 45 09 51.     (N) 098 50 18.     (W)   SCALED
 QR0129* NAVD 88 ORTHO HEIGHT -   424.567 (meters)     1392.93  (feet) ADJUSTED
 QR0129  ______________________________________________________________________
 QR0129  GEOID HEIGHT    -        -23.990 (meters)                     GEOID18
 QR0129  DYNAMIC HEIGHT  -        424.523 (meters)     1392.79  (feet) COMP
 QR0129  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 QR0129
 QR0129  VERT ORDER      -  SECOND    CLASS 0
 QR0129
 QR0129.The horizontal coordinates were scaled from a map and have
 QR0129.an estimated accuracy of +/- 6 seconds.
 QR0129
 QR0129.The orthometric height was determined by differential leveling and
 QR0129.adjusted by the NATIONAL GEODETIC SURVEY
 QR0129.in June 1991.
 QR0129
 QR0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0129.GEOID18 height accuracy estimate available here.
 QR0129
 QR0129.Click photographs - Photos may exist for this station.
 QR0129
 QR0129.The dynamic height is computed by dividing the NAVD 88
 QR0129.geopotential number by the normal gravity value computed on the
 QR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0129.degrees latitude (g = 980.6199 gals.).
 QR0129
 QR0129.The modeled gravity was interpolated from observed gravity values.
 QR0129
 QR0129;                    North         East    Units  Estimated Accuracy
 QR0129;SPC SD N     -   148,540.      691,320.      MT  (+/- 180 meters Scaled)
 QR0129
 QR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR127012(NAD 83)
 QR0129
 QR0129                          SUPERSEDED SURVEY CONTROL
 QR0129
 QR0129  NGVD 29 (??/??/92)  424.257  (m)         1391.92   (f) ADJ UNCH    2 0
 QR0129
 QR0129.Superseded values are not recommended for survey control.
 QR0129
 QR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0129.See file dsdata.pdf to determine how the superseded data were derived.
 QR0129
 QR0129_MARKER: DB = BENCH MARK DISK
 QR0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0129_STAMPING: F 87 1934
 QR0129_MARK LOGO: CGS
 QR0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0129+STABILITY: SURFACE MOTION
 QR0129
 QR0129  HISTORY     - Date     Condition        Report By
 QR0129  HISTORY     - 1934     MONUMENTED       CGS
 QR0129
 QR0129                          STATION DESCRIPTION
 QR0129
 QR0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0129'5.3 MI E FROM CRESBARD.
 QR0129'ABOUT 5.3 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0129'FROM THE STATION AT CRESBARD, FAULK COUNTY, ABOUT 13-1/2 POLES
 QR0129'WEST OF MILEPOST 327, ABOUT 318 FEET WEST OF THE CENTER OF A
 QR0129'PUBLIC-ROAD CROSSING, 31 FEET SOUTH OF THE CENTER LINE OF THE
 QR0129'TRACK, 15 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2
 QR0129'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 87 1934
 QR0129'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0168 ***********************************************************************
 QR0168  DESIGNATION -  F 88
 QR0168  PID         -  QR0168
 QR0168  STATE/COUNTY-  SD/MCPHERSON
 QR0168  COUNTRY     -  US
 QR0168  USGS QUAD   -  LEOLA (2017)
 QR0168
 QR0168                         *CURRENT SURVEY CONTROL
 QR0168  ______________________________________________________________________
 QR0168* NAD 83(1986) POSITION- 45 40 28.     (N) 098 55 51.     (W)   SCALED
 QR0168* NAVD 88 ORTHO HEIGHT -   472.051 (meters)     1548.72  (feet) ADJUSTED
 QR0168  ______________________________________________________________________
 QR0168  GEOID HEIGHT    -        -23.801 (meters)                     GEOID18
 QR0168  DYNAMIC HEIGHT  -        472.017 (meters)     1548.61  (feet) COMP
 QR0168  MODELED GRAVITY -    980,528.8   (mgal)                       NAVD 88
 QR0168
 QR0168  VERT ORDER      -  SECOND    CLASS 0
 QR0168
 QR0168.The horizontal coordinates were scaled from a map and have
 QR0168.an estimated accuracy of +/- 6 seconds.
 QR0168
 QR0168.The orthometric height was determined by differential leveling and
 QR0168.adjusted by the NATIONAL GEODETIC SURVEY
 QR0168.in June 1991.
 QR0168
 QR0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0168.GEOID18 height accuracy estimate available here.
 QR0168
 QR0168.Click photographs - Photos may exist for this station.
 QR0168
 QR0168.The dynamic height is computed by dividing the NAVD 88
 QR0168.geopotential number by the normal gravity value computed on the
 QR0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0168.degrees latitude (g = 980.6199 gals.).
 QR0168
 QR0168.The modeled gravity was interpolated from observed gravity values.
 QR0168
 QR0168;                    North         East    Units  Estimated Accuracy
 QR0168;SPC SD N     -   205,150.      683,300.      MT  (+/- 180 meters Scaled)
 QR0168
 QR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR053578(NAD 83)
 QR0168
 QR0168                          SUPERSEDED SURVEY CONTROL
 QR0168
 QR0168  NGVD 29 (??/??/92)  471.707  (m)         1547.59   (f) ADJ UNCH    2 0
 QR0168
 QR0168.Superseded values are not recommended for survey control.
 QR0168
 QR0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0168.See file dsdata.pdf to determine how the superseded data were derived.
 QR0168
 QR0168_MARKER: DB = BENCH MARK DISK
 QR0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0168_SP_SET: CULVERT HEADWALL
 QR0168_STAMPING: F 88 1934
 QR0168_MARK LOGO: CGS
 QR0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0168+STABILITY: SURFACE MOTION
 QR0168
 QR0168  HISTORY     - Date     Condition        Report By
 QR0168  HISTORY     - 1934     MONUMENTED       CGS
 QR0168
 QR0168                          STATION DESCRIPTION
 QR0168
 QR0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0168'3.9 MI S FROM LEOLA.
 QR0168'3.9 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 QR0168'AT LEOLA, MC PHERSON COUNTY, ABOUT 350 FEET SOUTH OF THE NORTHWEST
 QR0168'CORNER OF A PASTURE, 25 FEET NORTH OF A PRIVATE ENTRANCE TO A
 QR0168'FIELD, AT A 4- BY 8-FOOT REINFORCED CONCRETE BOX CULVERT, IN
 QR0168'THE CENTER OF THE WEST CONCRETE HEAD WALL, AND ABOUT 3 FEET
 QR0168'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 88 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0133 ***********************************************************************
 QR0133  DESIGNATION -  F 89
 QR0133  PID         -  QR0133
 QR0133  STATE/COUNTY-  SD/MCPHERSON
 QR0133  COUNTRY     -  US
 QR0133  USGS QUAD   -  LEOLA (2017)
 QR0133
 QR0133                         *CURRENT SURVEY CONTROL
 QR0133  ______________________________________________________________________
 QR0133* NAD 83(1986) POSITION- 45 43 21.     (N) 098 59 38.     (W)   SCALED
 QR0133* NAVD 88 ORTHO HEIGHT -   508.388 (meters)     1667.94  (feet) ADJUSTED
 QR0133  ______________________________________________________________________
 QR0133  GEOID HEIGHT    -        -23.709 (meters)                     GEOID18
 QR0133  DYNAMIC HEIGHT  -        508.349 (meters)     1667.81  (feet) COMP
 QR0133  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 QR0133
 QR0133  VERT ORDER      -  SECOND    CLASS 0
 QR0133
 QR0133.The horizontal coordinates were scaled from a map and have
 QR0133.an estimated accuracy of +/- 6 seconds.
 QR0133
 QR0133.The orthometric height was determined by differential leveling and
 QR0133.adjusted by the NATIONAL GEODETIC SURVEY
 QR0133.in June 1991.
 QR0133
 QR0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0133.GEOID18 height accuracy estimate available here.
 QR0133
 QR0133.Click photographs - Photos may exist for this station.
 QR0133
 QR0133.The dynamic height is computed by dividing the NAVD 88
 QR0133.geopotential number by the normal gravity value computed on the
 QR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0133.degrees latitude (g = 980.6199 gals.).
 QR0133
 QR0133.The modeled gravity was interpolated from observed gravity values.
 QR0133
 QR0133;                    North         East    Units  Estimated Accuracy
 QR0133;SPC SD N     -   210,420.      678,320.      MT  (+/- 180 meters Scaled)
 QR0133
 QR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR004632(NAD 83)
 QR0133
 QR0133                          SUPERSEDED SURVEY CONTROL
 QR0133
 QR0133  NGVD 29 (??/??/92)  508.024  (m)         1666.74   (f) ADJ UNCH    2 0
 QR0133
 QR0133.Superseded values are not recommended for survey control.
 QR0133
 QR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0133.See file dsdata.pdf to determine how the superseded data were derived.
 QR0133
 QR0133_MARKER: DB = BENCH MARK DISK
 QR0133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0133_SP_SET: CULVERT HEADWALL
 QR0133_STAMPING: F 89 1934
 QR0133_MARK LOGO: CGS
 QR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0133+STABILITY: SURFACE MOTION
 QR0133
 QR0133  HISTORY     - Date     Condition        Report By
 QR0133  HISTORY     - 1934     MONUMENTED       CGS
 QR0133  HISTORY     - 1940     GOOD             CGS
 QR0133
 QR0133                          STATION DESCRIPTION
 QR0133
 QR0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0133'3 MI W FROM LEOLA.
 QR0133'3.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL AT
 QR0133'LEOLA, MC PHERSON COUNTY, AT THE JUNCTION OF A SECTION-LINE ROAD,
 QR0133'AT AN 18-INCH CORRUGATED METAL PIPE CULVERT, IN THE CENTER OF
 QR0133'THE TOP OF THE SOUTH CONCRETE HEAD WALL, 35.5 FEET WEST OF THE
 QR0133'CENTER LINE OF THE ROAD, 14.0 FEET SOUTH OF THE CENTER LINE OF
 QR0133'THE HIGHWAY, AND 3.4 FEET WEST OF A WHITE REFERENCE POST.  A
 QR0133'STANDARD DISK, STAMPED F 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0298 ***********************************************************************
 OR0298  DESIGNATION -  F 9
 OR0298  PID         -  OR0298
 OR0298  STATE/COUNTY-  SD/GREGORY
 OR0298  COUNTRY     -  US
 OR0298  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0298
 OR0298                         *CURRENT SURVEY CONTROL
 OR0298  ______________________________________________________________________
 OR0298* NAD 83(1986) POSITION- 43 00 36.     (N) 098 43 29.     (W)   SCALED
 OR0298* NAVD 88 ORTHO HEIGHT -   552.081 (meters)     1811.29  (feet) ADJUSTED
 OR0298  ______________________________________________________________________
 OR0298  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 OR0298  DYNAMIC HEIGHT  -        551.881 (meters)     1810.63  (feet) COMP
 OR0298  MODELED GRAVITY -    980,241.9   (mgal)                       NAVD 88
 OR0298
 OR0298  VERT ORDER      -  FIRST     CLASS II
 OR0298
 OR0298.The horizontal coordinates were scaled from a map and have
 OR0298.an estimated accuracy of +/- 6 seconds.
 OR0298
 OR0298.The orthometric height was determined by differential leveling and
 OR0298.adjusted by the NATIONAL GEODETIC SURVEY
 OR0298.in June 1991.
 OR0298
 OR0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0298.GEOID18 height accuracy estimate available here.
 OR0298
 OR0298.Click photographs - Photos may exist for this station.
 OR0298
 OR0298.The dynamic height is computed by dividing the NAVD 88
 OR0298.geopotential number by the normal gravity value computed on the
 OR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0298.degrees latitude (g = 980.6199 gals.).
 OR0298
 OR0298.The modeled gravity was interpolated from observed gravity values.
 OR0298
 OR0298;                    North         East    Units  Estimated Accuracy
 OR0298;SPC SD S     -    76,440.      731,130.      MT  (+/- 180 meters Scaled)
 OR0298
 OR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN224619(NAD 83)
 OR0298
 OR0298                          SUPERSEDED SURVEY CONTROL
 OR0298
 OR0298  NGVD 29 (??/??/92)  551.769  (m)         1810.26   (f) ADJ UNCH    1 2
 OR0298
 OR0298.Superseded values are not recommended for survey control.
 OR0298
 OR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0298.See file dsdata.pdf to determine how the superseded data were derived.
 OR0298
 OR0298_MARKER: DD = SURVEY DISK
 OR0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0298_STAMPING: F 9 1810.074
 OR0298_MARK LOGO: USACE
 OR0298_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0298+STABILITY: SURFACE MOTION
 OR0298
 OR0298  HISTORY     - Date     Condition        Report By
 OR0298  HISTORY     - UNK      MONUMENTED       USACE
 OR0298  HISTORY     - 1946     GOOD             CGS
 OR0298  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0298  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0298
 OR0298                          STATION DESCRIPTION
 OR0298
 OR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0298'9.4 MI E FROM FAIRFAX.
 OR0298'TO REACH FROM THE POST OFFICE AT FAIRFAX GO SOUTH 0.2 MILE
 OR0298'ALONG MAIN STREET, THENCE EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 281,
 OR0298'THENCE EAST 8.9 MILES ALONG STATE HIGHWAY NO. 54 TO SITE OF
 OR0298'MARK, BENCH MARK IS ABOUT 62 YARDS NORTHEAST OF THE INTERSECTION
 OR0298'OF STATE HIGHWAYS NO. 54 AND NO. 18, 36.0 FEET NORTH OF AND ABOUT
 OR0298'3.0 FEET LOWER THAN THE CENTER LINE OF AN EAST-WEST ROAD, 4.5
 OR0298'FEET NORTHEAST OF A FENCE CORNER AND 1.5 FEET SOUTHWEST OF A
 OR0298'2 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED F 9 1810.074
 OR0298'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 OR0298'GROUND.  NOTE-- MARK PROBABLY DESTROYED DUE TO ROAD CONSTRUCTION.
 OR0298
 OR0298                          STATION RECOVERY (1962)
 OR0298
 OR0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0298'MARK NOT FOUND.
 OR0298
 OR0298                          STATION RECOVERY (2013)
 OR0298
 OR0298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0196 ***********************************************************************
 OS0196  DESIGNATION -  F 9
 OS0196  PID         -  OS0196
 OS0196  STATE/COUNTY-  SD/JONES
 OS0196  COUNTRY     -  US
 OS0196  USGS QUAD   -  MURDO (2017)
 OS0196
 OS0196                         *CURRENT SURVEY CONTROL
 OS0196  ______________________________________________________________________
 OS0196* NAD 83(1986) POSITION- 43 53 21.8    (N) 100 42 51.4    (W)   HD_HELD2
 OS0196* NAVD 88 ORTHO HEIGHT -   707.097 (meters)     2319.87  (feet) ADJUSTED
 OS0196  ______________________________________________________________________
 OS0196  GEOID HEIGHT    -        -24.053 (meters)                     GEOID18
 OS0196  DYNAMIC HEIGHT  -        706.868 (meters)     2319.12  (feet) COMP
 OS0196  MODELED GRAVITY -    980,272.0   (mgal)                       NAVD 88
 OS0196
 OS0196  VERT ORDER      -  FIRST     CLASS II
 OS0196
 OS0196.The horizontal coordinates were established by autonomous hand held GPS
 OS0196.observations and have an estimated accuracy of +/- 10 meters.
 OS0196
 OS0196.The orthometric height was determined by differential leveling and
 OS0196.adjusted by the NATIONAL GEODETIC SURVEY
 OS0196.in September 1993.
 OS0196
 OS0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0196.GEOID18 height accuracy estimate available here.
 OS0196
 OS0196.Click photographs - Photos may exist for this station.
 OS0196
 OS0196.The dynamic height is computed by dividing the NAVD 88
 OS0196.geopotential number by the normal gravity value computed on the
 OS0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0196.degrees latitude (g = 980.6199 gals.).
 OS0196
 OS0196.The modeled gravity was interpolated from observed gravity values.
 OS0196
 OS0196;                    North         East    Units  Estimated Accuracy
 OS0196;SPC SD S     -   172,936.      569,392.      MT  (+/- 10 meters HH2 GPS)
 OS0196
 OS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6230361015(NAD 83)
 OS0196
 OS0196                          SUPERSEDED SURVEY CONTROL
 OS0196
 OS0196  NAVD 88 (06/15/91)  707.071  (m)         2319.78   (f) SUPERSEDED  1 2
 OS0196  NGVD 29 (??/??/92)  706.688  (m)         2318.53   (f) ADJ UNCH    1 2
 OS0196
 OS0196.Superseded values are not recommended for survey control.
 OS0196
 OS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0196.See file dsdata.pdf to determine how the superseded data were derived.
 OS0196
 OS0196_MARKER: DB = BENCH MARK DISK
 OS0196_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OS0196_SP_SET: FOOTING
 OS0196_STAMPING: F 9 1925 2318.693
 OS0196_MARK LOGO: CGS
 OS0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0196+STABILITY: SURFACE MOTION
 OS0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0196+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 OS0196
 OS0196  HISTORY     - Date     Condition        Report By
 OS0196  HISTORY     - 1925     MONUMENTED       CGS
 OS0196  HISTORY     - 1962     GOOD             CGS
 OS0196  HISTORY     - 1985     GOOD             NGS
 OS0196  HISTORY     - 19910621 GOOD             NGS
 OS0196  HISTORY     - 19960630 GOOD             NGS
 OS0196
 OS0196                          STATION DESCRIPTION
 OS0196
 OS0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0196'0.2 MI SE FROM MURDO.
 OS0196'ABOUT 0.05 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL,
 OS0196'AND PACIFIC RAILROAD, FROM THE STATION AT MURDO, THENCE 0.15 MILE
 OS0196'SOUTH ALONG MAIN STREET, THENCE 0.05 MILES WEST ALONG A SIDE
 OS0196'STREET, 90 FEET SOUTH OF THE CENTER LINE OF A EAST-WEST STREET,
 OS0196'19 FEET WEST OF THE SOUTHWEST CORNER OF THE FIRE HALL, ABOUT
 OS0196'2 FEET ABOVE THE LEVEL OF THE GROUND, AND DRILLED IN THE TOP OF
 OS0196'THE NORTH CORNER OF THE NORTHWEST CONCRETE FOUNDATION OF THE
 OS0196'NORTHWEST LEG OF THE CITY WATER TANK.
 OS0196
 OS0196                          STATION RECOVERY (1985)
 OS0196
 OS0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0196'THE MARK IS 0.6 M ABOVE THE GROUND.
 OS0196'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.07 KM (0.04
 OS0196'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE 0.08
 OS0196'KM (0.05 MI) WEST ALONG WEST 2ND STREET, IN TOP OF THE NORTH CORNER OF
 OS0196'A 4- BY 4-FOOT CONCRETE PAD FOR THE NORTHWEST LEG OF THE MURDO CITY
 OS0196'WATER TOWER, 27.4 METERS (90 FT) SOUTH OF THE CENTER OF WEST 2ND
 OS0196'STREET AND 5.8 METERS (19 FT) WEST OF THE SOUTHWEST CORNER OF THE FIRE
 OS0196'HALL.
 OS0196
 OS0196                          STATION RECOVERY (1991)
 OS0196
 OS0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0196'IN MURDO, AT THE INTERSECTION OF LINCOLN AVENUE AND WEST 2ND STREET,
 OS0196'NEAR THE NORTH CORNER OF THE CONCRETE FOOTING FOR THE NORTHWEST LEG
 OS0196'OF THE MURDO CITY WATER TOWER, 36.5 M (119.8 FT) EAST OF THE CENTER
 OS0196'OF THE AVENUE, 27.0 M (88.6 FT) SOUTH OF THE CENTER OF THE STREET,
 OS0196'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET.
 OS0196
 OS0196                          STATION RECOVERY (1996)
 OS0196
 OS0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 OS0196'THIS IS GRAVITY BASE STATION 'MURDO.'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0729 ***********************************************************************
 PU0729  DESIGNATION -  F 9 B 1
 PU0729  PID         -  PU0729
 PU0729  STATE/COUNTY-  SD/MEADE
 PU0729  COUNTRY     -  US
 PU0729  USGS QUAD   -  CAMP CREEK (2017)
 PU0729
 PU0729                         *CURRENT SURVEY CONTROL
 PU0729  ______________________________________________________________________
 PU0729* NAD 83(1986) POSITION- 44 55 11.     (N) 102 52 38.     (W)   SCALED
 PU0729* NAVD 88 ORTHO HEIGHT -   828.914 (meters)     2719.53  (feet) ADJUSTED
 PU0729  ______________________________________________________________________
 PU0729  GEOID HEIGHT    -        -17.449 (meters)                     GEOID18
 PU0729  DYNAMIC HEIGHT  -        828.738 (meters)     2718.95  (feet) COMP
 PU0729  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 PU0729
 PU0729  VERT ORDER      -  SECOND    CLASS 0
 PU0729
 PU0729.The horizontal coordinates were scaled from a map and have
 PU0729.an estimated accuracy of +/- 6 seconds.
 PU0729
 PU0729.The orthometric height was determined by differential leveling and
 PU0729.adjusted by the NATIONAL GEODETIC SURVEY
 PU0729.in June 1991.
 PU0729
 PU0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0729.GEOID18 height accuracy estimate available here.
 PU0729
 PU0729.Click photographs - Photos may exist for this station.
 PU0729
 PU0729.The dynamic height is computed by dividing the NAVD 88
 PU0729.geopotential number by the normal gravity value computed on the
 PU0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0729.degrees latitude (g = 980.6199 gals.).
 PU0729
 PU0729.The modeled gravity was interpolated from observed gravity values.
 PU0729
 PU0729;                    North         East    Units  Estimated Accuracy
 PU0729;SPC SD N     -   124,760.      372,890.      MT  (+/- 180 meters Scaled)
 PU0729
 PU0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK675762(NAD 83)
 PU0729
 PU0729                          SUPERSEDED SURVEY CONTROL
 PU0729
 PU0729  NGVD 29 (??/??/92)  828.45   (m)         2718.0    (f) COMPUTED    2 0
 PU0729
 PU0729.Superseded values are not recommended for survey control.
 PU0729
 PU0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0729.See file dsdata.pdf to determine how the superseded data were derived.
 PU0729
 PU0729_MARKER: Z = SEE DESCRIPTION
 PU0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0729_SP_SET: PIER
 PU0729_STAMPING: F 9 B 1
 PU0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0729
 PU0729  HISTORY     - Date     Condition        Report By
 PU0729  HISTORY     - UNK      MONUMENTED       USAF
 PU0729  HISTORY     - 1962     GOOD             CGS
 PU0729
 PU0729                          STATION DESCRIPTION
 PU0729
 PU0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0729'3.95 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT SULPHUR,
 PU0729'42 FEET EAST OF THE CENTER LINE OF THE ROAD, 60 FEET NORTH
 PU0729'OF A TELEPHONE POLE, 1.0 FOOT EAST OF A FENCE, CENTER OF
 PU0729'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0729'PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0731 ***********************************************************************
 PU0731  DESIGNATION -  F 9 B 2
 PU0731  PID         -  PU0731
 PU0731  STATE/COUNTY-  SD/MEADE
 PU0731  COUNTRY     -  US
 PU0731  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0731
 PU0731                         *CURRENT SURVEY CONTROL
 PU0731  ______________________________________________________________________
 PU0731* NAD 83(1986) POSITION- 44 55 02.     (N) 102 52 22.     (W)   SCALED
 PU0731* NAVD 88 ORTHO HEIGHT -   827.553 (meters)     2715.06  (feet) ADJUSTED
 PU0731  ______________________________________________________________________
 PU0731  GEOID HEIGHT    -        -17.458 (meters)                     GEOID18
 PU0731  DYNAMIC HEIGHT  -        827.379 (meters)     2714.49  (feet) COMP
 PU0731  MODELED GRAVITY -    980,377.7   (mgal)                       NAVD 88
 PU0731
 PU0731  VERT ORDER      -  SECOND    CLASS 0
 PU0731
 PU0731.The horizontal coordinates were scaled from a map and have
 PU0731.an estimated accuracy of +/- 6 seconds.
 PU0731
 PU0731.The orthometric height was determined by differential leveling and
 PU0731.adjusted by the NATIONAL GEODETIC SURVEY
 PU0731.in June 1991.
 PU0731
 PU0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0731.GEOID18 height accuracy estimate available here.
 PU0731
 PU0731.Click photographs - Photos may exist for this station.
 PU0731
 PU0731.The dynamic height is computed by dividing the NAVD 88
 PU0731.geopotential number by the normal gravity value computed on the
 PU0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0731.degrees latitude (g = 980.6199 gals.).
 PU0731
 PU0731.The modeled gravity was interpolated from observed gravity values.
 PU0731
 PU0731;                    North         East    Units  Estimated Accuracy
 PU0731;SPC SD N     -   124,470.      373,230.      MT  (+/- 180 meters Scaled)
 PU0731
 PU0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK678759(NAD 83)
 PU0731
 PU0731                          SUPERSEDED SURVEY CONTROL
 PU0731
 PU0731  NGVD 29 (??/??/92)  827.09   (m)         2713.5    (f) COMPUTED    2 0
 PU0731
 PU0731.Superseded values are not recommended for survey control.
 PU0731
 PU0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0731.See file dsdata.pdf to determine how the superseded data were derived.
 PU0731
 PU0731_MARKER: Z = SEE DESCRIPTION
 PU0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0731_SP_SET: PIER
 PU0731_STAMPING: F 9 B 2
 PU0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0731
 PU0731  HISTORY     - Date     Condition        Report By
 PU0731  HISTORY     - UNK      MONUMENTED       USAF
 PU0731  HISTORY     - 1962     GOOD             CGS
 PU0731
 PU0731                          STATION DESCRIPTION
 PU0731
 PU0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0731'4.2 MI S FROM SULPHUR.
 PU0731'3.95 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0731'SULPHUR, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, 0.3 MILE
 PU0731'SOUTHEAST OF F 9 B 1 (USAF), IN AN OPEN FIELD, CENTER OF TRIBRACH
 PU0731'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS
 PU0731'4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0335 ***********************************************************************
 QQ0335  DESIGNATION -  F 91
 QQ0335  PID         -  QQ0335
 QQ0335  STATE/COUNTY-  SD/MARSHALL
 QQ0335  COUNTRY     -  US
 QQ0335  USGS QUAD   -  BRITTON EAST (2017)
 QQ0335
 QQ0335                         *CURRENT SURVEY CONTROL
 QQ0335  ______________________________________________________________________
 QQ0335* NAD 83(1986) POSITION- 45 47 28.     (N) 097 44 53.     (W)   SCALED
 QQ0335* NAVD 88 ORTHO HEIGHT -   414.285 (meters)     1359.20  (feet) ADJUSTED
 QQ0335  ______________________________________________________________________
 QQ0335  GEOID HEIGHT    -        -25.344 (meters)                     GEOID18
 QQ0335  DYNAMIC HEIGHT  -        414.266 (meters)     1359.14  (feet) COMP
 QQ0335  MODELED GRAVITY -    980,557.4   (mgal)                       NAVD 88
 QQ0335
 QQ0335  VERT ORDER      -  SECOND    CLASS 0
 QQ0335
 QQ0335.The horizontal coordinates were scaled from a map and have
 QQ0335.an estimated accuracy of +/- 6 seconds.
 QQ0335
 QQ0335.The orthometric height was determined by differential leveling and
 QQ0335.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0335.in June 1991.
 QQ0335
 QQ0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0335.GEOID18 height accuracy estimate available here.
 QQ0335
 QQ0335.Click photographs - Photos may exist for this station.
 QQ0335
 QQ0335.The dynamic height is computed by dividing the NAVD 88
 QQ0335.geopotential number by the normal gravity value computed on the
 QQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0335.degrees latitude (g = 980.6199 gals.).
 QQ0335
 QQ0335.The modeled gravity was interpolated from observed gravity values.
 QQ0335
 QQ0335;                    North         East    Units  Estimated Accuracy
 QQ0335;SPC SD N     -   220,000.      775,080.      MT  (+/- 180 meters Scaled)
 QQ0335
 QQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR973716(NAD 83)
 QQ0335
 QQ0335                          SUPERSEDED SURVEY CONTROL
 QQ0335
 QQ0335  NGVD 29 (??/??/92)  414.002  (m)         1358.27   (f) ADJ UNCH    2 0
 QQ0335
 QQ0335.Superseded values are not recommended for survey control.
 QQ0335
 QQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0335.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0335
 QQ0335_MARKER: DB = BENCH MARK DISK
 QQ0335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0335_SP_SET: STEP
 QQ0335_STAMPING: F 91 1934
 QQ0335_MARK LOGO: CGS
 QQ0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0335
 QQ0335  HISTORY     - Date     Condition        Report By
 QQ0335  HISTORY     - 1934     MONUMENTED       CGS
 QQ0335
 QQ0335                          STATION DESCRIPTION
 QQ0335
 QQ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0335'AT BRITTON.
 QQ0335'AT BRITTON, MARSHALL COUNTY, AT THE BRITTON CLINIC AND HOSPITAL,
 QQ0335'AT THE WEST FRONT ENTRANCE, AND IN THE BOTTOM STEP ON THE NORTH
 QQ0335'SIDE OF THE DOOR.  A STANDARD DISK, STAMPED F 91 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0199 ***********************************************************************
 QQ0199  DESIGNATION -  F 92
 QQ0199  PID         -  QQ0199
 QQ0199  STATE/COUNTY-  SD/ROBERTS
 QQ0199  COUNTRY     -  US
 QQ0199  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0199
 QQ0199                         *CURRENT SURVEY CONTROL
 QQ0199  ______________________________________________________________________
 QQ0199* NAD 83(1986) POSITION- 45 47 25.     (N) 097 01 14.     (W)   SCALED
 QQ0199* NAVD 88 ORTHO HEIGHT -   360.463 (meters)     1182.62  (feet) ADJUSTED
 QQ0199  ______________________________________________________________________
 QQ0199  GEOID HEIGHT    -        -25.859 (meters)                     GEOID18
 QQ0199  DYNAMIC HEIGHT  -        360.455 (meters)     1182.59  (feet) COMP
 QQ0199  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 QQ0199
 QQ0199  VERT ORDER      -  SECOND    CLASS 0
 QQ0199
 QQ0199.The horizontal coordinates were scaled from a map and have
 QQ0199.an estimated accuracy of +/- 6 seconds.
 QQ0199
 QQ0199.The orthometric height was determined by differential leveling and
 QQ0199.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0199.in June 1991.
 QQ0199
 QQ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0199.GEOID18 height accuracy estimate available here.
 QQ0199
 QQ0199.Click photographs - Photos may exist for this station.
 QQ0199
 QQ0199.The dynamic height is computed by dividing the NAVD 88
 QQ0199.geopotential number by the normal gravity value computed on the
 QQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0199.degrees latitude (g = 980.6199 gals.).
 QQ0199
 QQ0199.The modeled gravity was interpolated from observed gravity values.
 QQ0199
 QQ0199;                    North         East    Units  Estimated Accuracy
 QQ0199;SPC SD N     -   221,730.      831,620.      MT  (+/- 180 meters Scaled)
 QQ0199
 QQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR538726(NAD 83)
 QQ0199
 QQ0199                          SUPERSEDED SURVEY CONTROL
 QQ0199
 QQ0199  NGVD 29 (??/??/92)  360.236  (m)         1181.87   (f) ADJ UNCH    2 0
 QQ0199
 QQ0199.Superseded values are not recommended for survey control.
 QQ0199
 QQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0199.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0199
 QQ0199_MARKER: DB = BENCH MARK DISK
 QQ0199_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0199_SP_SET: CULVERT
 QQ0199_STAMPING: F 92 1934
 QQ0199_MARK LOGO: CGS
 QQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0199+STABILITY: SURFACE MOTION
 QQ0199
 QQ0199  HISTORY     - Date     Condition        Report By
 QQ0199  HISTORY     - 1934     MONUMENTED       CGS
 QQ0199
 QQ0199                          STATION DESCRIPTION
 QQ0199
 QQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0199'4.5 MI S FROM HAMMER.
 QQ0199'4.5 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE MINNEAPOLIS,
 QQ0199'ST PAUL AND SAULT STE. MARIE RAILWAY STATION AT HAMMER, ROBERTS
 QQ0199'COUNTY, 78 FEET NORTH OF A ROAD CROSSING, AT A 2-BY 5-FOOT
 QQ0199'CONCRETE BOX CULVERT, IN THE NORTH END OF THE EAST HEAD WALL,
 QQ0199'12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 QQ0199'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 92 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0147 ***********************************************************************
 QQ0147  DESIGNATION -  F 93
 QQ0147  PID         -  QQ0147
 QQ0147  STATE/COUNTY-  SD/ROBERTS
 QQ0147  COUNTRY     -  US
 QQ0147  USGS QUAD   -  PEEVER NW (2017)
 QQ0147
 QQ0147                         *CURRENT SURVEY CONTROL
 QQ0147  ______________________________________________________________________
 QQ0147* NAD 83(1986) POSITION- 45 39 35.     (N) 096 57 07.     (W)   SCALED
 QQ0147* NAVD 88 ORTHO HEIGHT -   342.533 (meters)     1123.79  (feet) ADJUSTED
 QQ0147  ______________________________________________________________________
 QQ0147  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 QQ0147  DYNAMIC HEIGHT  -        342.519 (meters)     1123.75  (feet) COMP
 QQ0147  MODELED GRAVITY -    980,564.7   (mgal)                       NAVD 88
 QQ0147
 QQ0147  VERT ORDER      -  SECOND    CLASS 0
 QQ0147
 QQ0147.The horizontal coordinates were scaled from a map and have
 QQ0147.an estimated accuracy of +/- 6 seconds.
 QQ0147
 QQ0147.The orthometric height was determined by differential leveling and
 QQ0147.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0147.in June 1991.
 QQ0147
 QQ0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0147.GEOID18 height accuracy estimate available here.
 QQ0147
 QQ0147.Click photographs - Photos may exist for this station.
 QQ0147
 QQ0147.The dynamic height is computed by dividing the NAVD 88
 QQ0147.geopotential number by the normal gravity value computed on the
 QQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0147.degrees latitude (g = 980.6199 gals.).
 QQ0147
 QQ0147.The modeled gravity was interpolated from observed gravity values.
 QQ0147
 QQ0147;                    North         East    Units  Estimated Accuracy
 QQ0147;SPC SD N     -   207,430.      837,500.      MT  (+/- 180 meters Scaled)
 QQ0147
 QQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR595582(NAD 83)
 QQ0147
 QQ0147                          SUPERSEDED SURVEY CONTROL
 QQ0147
 QQ0147  NGVD 29 (??/??/92)  342.29   (m)         1123.0    (f) COMPUTED    2 0
 QQ0147
 QQ0147.Superseded values are not recommended for survey control.
 QQ0147
 QQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0147.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0147
 QQ0147_MARKER: DB = BENCH MARK DISK
 QQ0147_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0147_SP_SET: BRIDGE
 QQ0147_STAMPING: F-93 1934
 QQ0147_MARK LOGO: CGS
 QQ0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0147
 QQ0147  HISTORY     - Date     Condition        Report By
 QQ0147  HISTORY     - 1934     MONUMENTED       CGS
 QQ0147
 QQ0147                          STATION DESCRIPTION
 QQ0147
 QQ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0147'4.5 MI SE FROM SISSETON.
 QQ0147'4.5 MILES SOUTHEAST OF SISSETON MUNICIPAL TOURIST PARK.  ALONG
 QQ0147'STATE HIGHWAY 10 AT THE BOTTOM OF SMALL HILL.  SET IN THE EAST
 QQ0147'END OF THE NORTH HEADWALL OF 66 FOOT CONCRETE DECK BRIDGE OVER
 QQ0147'THE LITTLE MINNESOTA RIVER, 9 FEET NORTH OF THE CENTER LINE
 QQ0147'OF THE HIGHWAY, 3.5 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0148 ***********************************************************************
 QQ0148  DESIGNATION -  F 93 RESET
 QQ0148  PID         -  QQ0148
 QQ0148  STATE/COUNTY-  SD/ROBERTS
 QQ0148  COUNTRY     -  US
 QQ0148  USGS QUAD   -  PEEVER NW (2017)
 QQ0148
 QQ0148                         *CURRENT SURVEY CONTROL
 QQ0148  ______________________________________________________________________
 QQ0148* NAD 83(1986) POSITION- 45 39 35.     (N) 096 57 08.     (W)   SCALED
 QQ0148* NAVD 88 ORTHO HEIGHT -   341.615 (meters)     1120.78  (feet) ADJUSTED
 QQ0148  ______________________________________________________________________
 QQ0148  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 QQ0148  DYNAMIC HEIGHT  -        341.600 (meters)     1120.73  (feet) COMP
 QQ0148  MODELED GRAVITY -    980,564.7   (mgal)                       NAVD 88
 QQ0148
 QQ0148  VERT ORDER      -  FIRST     CLASS II
 QQ0148
 QQ0148.The horizontal coordinates were scaled from a map and have
 QQ0148.an estimated accuracy of +/- 6 seconds.
 QQ0148
 QQ0148.The orthometric height was determined by differential leveling and
 QQ0148.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0148.in June 1991.
 QQ0148
 QQ0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0148.GEOID18 height accuracy estimate available here.
 QQ0148
 QQ0148.Click photographs - Photos may exist for this station.
 QQ0148
 QQ0148.The dynamic height is computed by dividing the NAVD 88
 QQ0148.geopotential number by the normal gravity value computed on the
 QQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0148.degrees latitude (g = 980.6199 gals.).
 QQ0148
 QQ0148.The modeled gravity was interpolated from observed gravity values.
 QQ0148
 QQ0148;                    North         East    Units  Estimated Accuracy
 QQ0148;SPC SD N     -   207,430.      837,480.      MT  (+/- 180 meters Scaled)
 QQ0148
 QQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR595582(NAD 83)
 QQ0148
 QQ0148                          SUPERSEDED SURVEY CONTROL
 QQ0148
 QQ0148.No superseded survey control is available for this station.
 QQ0148
 QQ0148_MARKER: DB = BENCH MARK DISK
 QQ0148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0148_SP_SET: WINGWALL
 QQ0148_STAMPING: F 93 RESET 1939
 QQ0148_MARK LOGO: CGS
 QQ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0148+STABILITY: SURFACE MOTION
 QQ0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0148+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0148
 QQ0148  HISTORY     - Date     Condition        Report By
 QQ0148  HISTORY     - 1939     MONUMENTED       CGS
 QQ0148  HISTORY     - 19900725 GOOD             NGS
 QQ0148
 QQ0148                          STATION DESCRIPTION
 QQ0148
 QQ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 QQ0148'4.5 MI SE FROM SISSETON.
 QQ0148'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL
 QQ0148'TOURIST PARK AT SISSETON, ROBERTS COUNTY, AT THE FOOT OF A
 QQ0148'SMALL HILL, AT THE 66-FOOT CONCRETE DECK BRIDGE OVER LITTLE
 QQ0148'MINNESOTA RIVER, IN THE NORTH END OF THE EAST ABUTMENT, 9 FEET
 QQ0148'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET HIGHER
 QQ0148'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 93 RESET 1939.
 QQ0148
 QQ0148                          STATION RECOVERY (1990)
 QQ0148
 QQ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0148'2.6 KM (1.6 MI) EASTERLY ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 QQ0148'INTERSTATE HIGHWAY 29 (SISSETON EXIT 232), IN TOP OF AND 5.5 M (18.0
 QQ0148'FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WINGWALL
 QQ0148'OF THE HIGHWAY BRIDGE SPANNING THE LITTLE MINNESOTA RIVER, AND 5.6 M
 QQ0148'(18.4 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0398 ***********************************************************************
 PR0398  DESIGNATION -  F 94
 PR0398  PID         -  PR0398
 PR0398  STATE/COUNTY-  SD/HAMLIN
 PR0398  COUNTRY     -  US
 PR0398  USGS QUAD   -  ESTELLINE (2017)
 PR0398
 PR0398                         *CURRENT SURVEY CONTROL
 PR0398  ______________________________________________________________________
 PR0398* NAD 83(1986) POSITION- 44 36 07.     (N) 096 58 35.     (W)   SCALED
 PR0398* NAVD 88 ORTHO HEIGHT -   504.045 (meters)     1653.69  (feet) ADJUSTED
 PR0398  ______________________________________________________________________
 PR0398  GEOID HEIGHT    -        -24.942 (meters)                     GEOID18
 PR0398  DYNAMIC HEIGHT  -        503.969 (meters)     1653.44  (feet) COMP
 PR0398  MODELED GRAVITY -    980,451.3   (mgal)                       NAVD 88
 PR0398
 PR0398  VERT ORDER      -  SECOND    CLASS 0
 PR0398
 PR0398.The horizontal coordinates were scaled from a map and have
 PR0398.an estimated accuracy of +/- 6 seconds.
 PR0398
 PR0398.The orthometric height was determined by differential leveling and
 PR0398.adjusted by the NATIONAL GEODETIC SURVEY
 PR0398.in June 1991.
 PR0398
 PR0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0398.GEOID18 height accuracy estimate available here.
 PR0398
 PR0398.Click photographs - Photos may exist for this station.
 PR0398
 PR0398.The dynamic height is computed by dividing the NAVD 88
 PR0398.geopotential number by the normal gravity value computed on the
 PR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0398.degrees latitude (g = 980.6199 gals.).
 PR0398
 PR0398.The modeled gravity was interpolated from observed gravity values.
 PR0398
 PR0398;                    North         East    Units  Estimated Accuracy
 PR0398;SPC SD N     -    89,890.      839,980.      MT  (+/- 180 meters Scaled)
 PR0398
 PR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ605407(NAD 83)
 PR0398
 PR0398                          SUPERSEDED SURVEY CONTROL
 PR0398
 PR0398  NGVD 29 (??/??/92)  503.768  (m)         1652.78   (f) ADJ UNCH    2 0
 PR0398
 PR0398.Superseded values are not recommended for survey control.
 PR0398
 PR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0398.See file dsdata.pdf to determine how the superseded data were derived.
 PR0398
 PR0398_MARKER: DB = BENCH MARK DISK
 PR0398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0398_SP_SET: CULVERT HEADWALL
 PR0398_STAMPING: F 94 1934
 PR0398_MARK LOGO: CGS
 PR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0398+STABILITY: SURFACE MOTION
 PR0398
 PR0398  HISTORY     - Date     Condition        Report By
 PR0398  HISTORY     - 1934     MONUMENTED       CGS
 PR0398  HISTORY     - 1976     GOOD             NGS
 PR0398
 PR0398                          STATION DESCRIPTION
 PR0398
 PR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0398'5.4 MI W FROM ESTELLINE.
 PR0398'5.4 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0398'NORTH WESTERN RAILWAY STATION AT ESTELLINE, HAMLIN COUNTY, AT
 PR0398'A 1.5-FOOT CONCRETE-PIPE CULVERT, IN THE CENTER OF THE TOP OF
 PR0398'THE NORTH HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 PR0398'DISK, STAMPED F 94 1934.
 PR0398
 PR0398                          STATION RECOVERY (1976)
 PR0398
 PR0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PR0398'ABOUT 5.4 MILES WEST ALONG OLD STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0398'NORTH WESTERN RAILWAY STATION AT ESTELINE, AT A 1.5 FOOT CONCRETE
 PR0398'PIPE CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 PR0398'HEADWALL, 8 INCHES ABOVE ROAD LEVEL. NOTE-- THE ORIGINAL DESCRIPTION
 PR0398'REPORTED THE MARK BEING IN THE NORTH HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0514 ***********************************************************************
 PR0514  DESIGNATION -  F 95
 PR0514  PID         -  PR0514
 PR0514  STATE/COUNTY-  SD/BROOKINGS
 PR0514  COUNTRY     -  US
 PR0514  USGS QUAD   -  ARLINGTON (2017)
 PR0514
 PR0514                         *CURRENT SURVEY CONTROL
 PR0514  ______________________________________________________________________
 PR0514* NAD 83(1986) POSITION- 44 21 40.     (N) 097 07 39.     (W)   SCALED
 PR0514* NAVD 88 ORTHO HEIGHT -   558.313 (meters)     1831.73  (feet) ADJUSTED
 PR0514  ______________________________________________________________________
 PR0514  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 PR0514  DYNAMIC HEIGHT  -        558.204 (meters)     1831.37  (feet) COMP
 PR0514  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 PR0514
 PR0514  VERT ORDER      -  SECOND    CLASS 0
 PR0514
 PR0514.The horizontal coordinates were scaled from a map and have
 PR0514.an estimated accuracy of +/- 6 seconds.
 PR0514
 PR0514.The orthometric height was determined by differential leveling and
 PR0514.adjusted by the NATIONAL GEODETIC SURVEY
 PR0514.in June 1991.
 PR0514
 PR0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0514.GEOID18 height accuracy estimate available here.
 PR0514
 PR0514.Click photographs - Photos may exist for this station.
 PR0514
 PR0514.The dynamic height is computed by dividing the NAVD 88
 PR0514.geopotential number by the normal gravity value computed on the
 PR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0514.degrees latitude (g = 980.6199 gals.).
 PR0514
 PR0514.The modeled gravity was interpolated from observed gravity values.
 PR0514
 PR0514;                    North         East    Units  Estimated Accuracy
 PR0514;SPC SD N     -    62,710.      828,950.      MT  (+/- 180 meters Scaled)
 PR0514
 PR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ492136(NAD 83)
 PR0514
 PR0514                          SUPERSEDED SURVEY CONTROL
 PR0514
 PR0514  NGVD 29 (??/??/92)  558.028  (m)         1830.80   (f) ADJ UNCH    2 0
 PR0514
 PR0514.Superseded values are not recommended for survey control.
 PR0514
 PR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0514.See file dsdata.pdf to determine how the superseded data were derived.
 PR0514
 PR0514_MARKER: DB = BENCH MARK DISK
 PR0514_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0514+WITH SETTING: PAVEMENT
 PR0514_SP_SET: SIGNAL BASE
 PR0514_STAMPING: F 95 1934
 PR0514_MARK LOGO: CGS
 PR0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0514+STABILITY: SURFACE MOTION
 PR0514
 PR0514  HISTORY     - Date     Condition        Report By
 PR0514  HISTORY     - 1934     MONUMENTED       CGS
 PR0514  HISTORY     - 19940921 MARK NOT FOUND   NGS
 PR0514
 PR0514                          STATION DESCRIPTION
 PR0514
 PR0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0514'0.3 MI E FROM ARLINGTON.
 PR0514'IN BROOKINGS COUNTY, 0.3 MILE EAST ALONG THE CHICAGO AND NORTH
 PR0514'WESTERN RAILWAY FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND
 PR0514'MAIN STREET AT ARLINGTON, KINGSBURY COUNTY, 175 FEET EAST AT
 PR0514'MILEPOST 308, AT BLOCK SIGNAL 632, IN THE NORTHWEST CORNER OF
 PR0514'THE CONCRETE FOUNDATION, AND ABOUT 1/2 FOOT HIGHER THAN THE
 PR0514'RAIL.  A STANDARD DISK, STAMPED F 95 1934.
 PR0514
 PR0514                          STATION RECOVERY (1994)
 PR0514
 PR0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0514'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0962 ***********************************************************************
 PU0962  DESIGNATION -  F S B 2
 PU0962  PID         -  PU0962
 PU0962  STATE/COUNTY-  SD/MEADE
 PU0962  COUNTRY     -  US
 PU0962  USGS QUAD   -  OPAL WEST (2017)
 PU0962
 PU0962                         *CURRENT SURVEY CONTROL
 PU0962  ______________________________________________________________________
 PU0962* NAD 83(1986) POSITION- 44 57 54.     (N) 102 34 24.     (W)   SCALED
 PU0962* NAVD 88 ORTHO HEIGHT -   846.463 (meters)     2777.10  (feet) ADJUSTED
 PU0962  ______________________________________________________________________
 PU0962  GEOID HEIGHT    -        -18.105 (meters)                     GEOID18
 PU0962  DYNAMIC HEIGHT  -        846.283 (meters)     2776.51  (feet) COMP
 PU0962  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 PU0962
 PU0962  VERT ORDER      -  SECOND    CLASS 0
 PU0962
 PU0962.The horizontal coordinates were scaled from a map and have
 PU0962.an estimated accuracy of +/- 6 seconds.
 PU0962
 PU0962.The orthometric height was determined by differential leveling and
 PU0962.adjusted by the NATIONAL GEODETIC SURVEY
 PU0962.in June 1991.
 PU0962
 PU0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0962.GEOID18 height accuracy estimate available here.
 PU0962
 PU0962.Click photographs - Photos may exist for this station.
 PU0962
 PU0962.The dynamic height is computed by dividing the NAVD 88
 PU0962.geopotential number by the normal gravity value computed on the
 PU0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0962.degrees latitude (g = 980.6199 gals.).
 PU0962
 PU0962.The modeled gravity was interpolated from observed gravity values.
 PU0962
 PU0962;                    North         East    Units  Estimated Accuracy
 PU0962;SPC SD N     -   128,980.      397,020.      MT  (+/- 180 meters Scaled)
 PU0962
 PU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK913819(NAD 83)
 PU0962
 PU0962                          SUPERSEDED SURVEY CONTROL
 PU0962
 PU0962  NGVD 29 (??/??/92)  846.00   (m)         2775.6    (f) COMPUTED    2 0
 PU0962
 PU0962.Superseded values are not recommended for survey control.
 PU0962
 PU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0962.See file dsdata.pdf to determine how the superseded data were derived.
 PU0962
 PU0962_MARKER: Z = SEE DESCRIPTION
 PU0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0962_SP_SET: PIER
 PU0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0962
 PU0962  HISTORY     - Date     Condition        Report By
 PU0962  HISTORY     - UNK      MONUMENTED       USAF
 PU0962  HISTORY     - 1962     GOOD             CGS
 PU0962
 PU0962                          STATION DESCRIPTION
 PU0962
 PU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0962'5.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MAURINE,
 PU0962'ON THE OUTSIDE OF A CURVE, ABOUT 75 YARDS NORTHEAST OF THE
 PU0962'CENTER LINE OF THE ROAD, 9.0 FEET EAST OF A FENCE, CENTER OF
 PU0962'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0962'PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0759 ***********************************************************************
 PS0759  DESIGNATION -  FAA 0D8 A
 PS0759  PID         -  PS0759
 PS0759  STATE/COUNTY-  SD/POTTER
 PS0759  COUNTRY     -  US
 PS0759  USGS QUAD   -  GETTYSBURG MUNICIPAL AIRPORT (2017)
 PS0759
 PS0759                         *CURRENT SURVEY CONTROL
 PS0759  ______________________________________________________________________
 PS0759* NAD 83(2011) POSITION- 44 59 19.49131(N) 099 57 17.80607(W)   ADJUSTED
 PS0759* NAD 83(2011) ELLIP HT-   604.708 (meters)        (06/27/12)   ADJUSTED
 PS0759* NAD 83(2011) EPOCH   -  2010.00
 PS0759* NAVD 88 ORTHO HEIGHT -   627.297 (meters)     2058.06  (feet) ADJUSTED
 PS0759  ______________________________________________________________________
 PS0759  GEOID HEIGHT    -        -22.588 (meters)                     GEOID18
 PS0759  NAD 83(2011) X  -   -781,199.575 (meters)                     COMP
 PS0759  NAD 83(2011) Y  - -4,450,866.083 (meters)                     COMP
 PS0759  NAD 83(2011) Z  -  4,486,891.594 (meters)                     COMP
 PS0759  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 PS0759  DYNAMIC HEIGHT  -        627.202 (meters)     2057.75  (feet) COMP
 PS0759  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 PS0759
 PS0759  VERT ORDER      -  FIRST     CLASS II
 PS0759
 PS0759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PS0759  Standards:
 PS0759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PS0759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PS0759  -------------------------------------------------------------------
 PS0759  NETWORK    0.93   2.70           0.44   0.29   1.38     -0.06715009
 PS0759  -------------------------------------------------------------------
 PS0759  Click here for local accuracies and other accuracy information.
 PS0759
 PS0759.This mark is at Gettysburg Airport (0D8)
 PS0759
 PS0759.The horizontal coordinates were established by GPS observations
 PS0759.and adjusted by the National Geodetic Survey in June 2012.
 PS0759
 PS0759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PS0759.been affixed to the stable North American tectonic plate. See 
 PS0759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PS0759
 PS0759.The horizontal coordinates are valid at the epoch date displayed above
 PS0759.which is a decimal equivalence of Year/Month/Day.
 PS0759
 PS0759.The orthometric height was determined by differential leveling and
 PS0759.adjusted by the NATIONAL GEODETIC SURVEY
 PS0759.in July 1998.
 PS0759
 PS0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0759.GEOID18 height accuracy estimate available here.
 PS0759
 PS0759.Click photographs - Photos may exist for this station.
 PS0759
 PS0759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0759
 PS0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0759
 PS0759.The ellipsoidal height was determined by GPS observations
 PS0759.and is referenced to NAD 83.
 PS0759
 PS0759.The dynamic height is computed by dividing the NAVD 88
 PS0759.geopotential number by the normal gravity value computed on the
 PS0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0759.degrees latitude (g = 980.6199 gals.).
 PS0759
 PS0759.The modeled gravity was interpolated from observed gravity values.
 PS0759
 PS0759. The following values were computed from the NAD 83(2011) position.
 PS0759
 PS0759;                    North         East     Units Scale Factor Converg.
 PS0759;SPC SD N     -   128,393.216   603,552.836   MT  0.99993970   +0 01 54.8
 PS0759;SPC SD N     -   421,236.74  1,980,156.26   sFT  0.99993970   +0 01 54.8
 PS0759;UTM  14      - 4,982,143.928   424,720.900   MT  0.99966968   -0 40 30.5
 PS0759
 PS0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0759!SPC SD N     -   0.99990520  x   0.99993970  =   0.99984490
 PS0759!UTM  14      -   0.99990520  x   0.99966968  =   0.99957491
 PS0759
 PS0759:                Primary Azimuth Mark                     Grid Az
 PS0759:SPC SD N     -  FAA 0D8 B                                142 08 39.7
 PS0759:UTM  14      -  FAA 0D8 B                                142 51 05.0
 PS0759
 PS0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2472082143(NAD 83)
 PS0759
 PS0759|---------------------------------------------------------------------|
 PS0759| PID    Reference Object                     Distance      Geod. Az  |
 PS0759|                                                           dddmmss.s |
 PS0759| PS0760 FAA 0D8 B                           APPROX. 0.6 KM 1421034.5 |
 PS0759|---------------------------------------------------------------------|
 PS0759
 PS0759                          SUPERSEDED SURVEY CONTROL
 PS0759
 PS0759  NAD 83(2007)-  44 59 19.49141(N)    099 57 17.80683(W) AD(2002.00) 0
 PS0759  ELLIP H (02/10/07)  604.738  (m)                       GP(2002.00)    
 PS0759  ELLIP H (04/15/04)  604.746  (m)                       GP(       ) 2 1
 PS0759  NAD 83(1996)-  44 59 19.49075(N)    099 57 17.80631(W) AD(       ) B
 PS0759  ELLIP H (04/18/97)  604.790  (m)                       GP(       ) 4 1
 PS0759  NAD 83(1986)-  44 59 19.48478(N)    099 57 17.81501(W) AD(       ) 3
 PS0759  NAVD 88 (04/18/97)  627.3    (m)  GEOID96  model used  GPS OBS        
 PS0759  NGVD 29 (02/28/92)  626.9    (m)  GEOID90  model used  GPS OBS        
 PS0759
 PS0759.Superseded values are not recommended for survey control.
 PS0759
 PS0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0759.See file dsdata.pdf to determine how the superseded data were derived.
 PS0759
 PS0759_MARKER: I = METAL ROD
 PS0759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PS0759_STAMPING: FAA 0D8 A 1991
 PS0759_MARK LOGO: NGS
 PS0759_PROJECTION: FLUSH
 PS0759_MAGNETIC: I = MARKER IS A STEEL ROD
 PS0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0759+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 PS0759_ROD/PIPE-DEPTH: 7.3 meters
 PS0759_SLEEVE-DEPTH  : 0.9 meters
 PS0759
 PS0759  HISTORY     - Date     Condition        Report By
 PS0759  HISTORY     - 1991     MONUMENTED       NGS
 PS0759  HISTORY     - 19951219 GOOD             SDDT
 PS0759  HISTORY     - 19960615 GOOD             NGS
 PS0759  HISTORY     - 20110719 GOOD             WOOLPT
 PS0759  HISTORY     - 20120614 GOOD             INDIV
 PS0759
 PS0759                          STATION DESCRIPTION
 PS0759
 PS0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PS0759'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF GETTYSBURG, AT
 PS0759'THE GETTYSBURG MUNICIPAL AIRPORT, IN THE SOUTH ANGLE OF THE
 PS0759'INTERSECTION OF THE MAIN CONNECTING TAXI AND THE SINGLE ASPHALT
 PS0759'RUNWAY. OWNERSHIP--CITY OF GETTYSBURG, 110 E COMMERCIAL, GETTYSBURG,
 PS0759'SD 57442. AIRPORT MANAGER IS LONNIE BURNHAM, PHONE 605-765-9197.
 PS0759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND NORTH
 PS0759'MAIN STREET IN GETTYSBURG, GO WEST ON HIGHWAY 212 FOR 0.32 KM
 PS0759'(0.20 MI) TO THE INTERSECTION OF NORTH MANNSTON STREET.  TURN LEFT,
 PS0759'SOUTH, ON NORTH MANNSTON STREET FOR 2.9 KM (1.8 MI) TO THE AIRPORT
 PS0759'ACCESS ROAD ON THE LEFT. TURN LEFT, EAST, ON AIRPORT ACCESS ROAD FOR
 PS0759'0.32 KM (0.20 MI) TO THE CHAIN GATE ON THE SOUTH SIDE OF AIRPORT
 PS0759'OFFICE. PASS THROUGH GATE AND GO EASTERLY ACROSS APRON AND CONNECTING
 PS0759'TAXI FOR 0.06 KM (0.04 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 PS0759'REACHING THE RUNWAY.
 PS0759'THE STATION IS LOCATED 33.7 M (110.6 FT) SOUTHWEST FROM THE CENTER OF
 PS0759'THE RUNWAY, 29.4 M (96.5 FT) SOUTHEAST FROM THE CENTER OF THE TAXI,
 PS0759'22.7 M (74.5 FT) SOUTH-SOUTHWEST FROM A BLUE TAXI LIGHT AND 22.6 M
 PS0759'(74.1 FT) WEST-SOUTHWEST FROM THE FIRST RUNWAY LIGHT SOUTHEAST OF THE
 PS0759'CONNECTING TAXI.
 PS0759
 PS0759                          STATION RECOVERY (1995)
 PS0759
 PS0759'RECOVERY NOTE BY SD DEPT OF TRANSP 1995 (DFC)
 PS0759'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF GETTYSBURG, AT
 PS0759'THE GETTYSBURG MUNICIPAL AIRPORT, IN THE SOUTH ANGLE OF THE
 PS0759'INTERSECTION OF THE MAIN CONNECTING TAXI AND THE SINGLE ASPHALT
 PS0759'RUNWAY.  OWNERSHIP--THE CITY OF GETTYSBURG, 110 EAST COMMERCIAL
 PS0759'GETTYSBURG, SD 57442.  CONTACT AIRPORT MANAGER BOB POTTS, 307 WEST
 PS0759'BLAINE STREET, GETTYSBURG, SD 57442, TELEPHONE 605-765-9782.  TO REACH
 PS0759'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND NORTH MAIN
 PS0759'STREET IN GETTYSBURG, GO WEST ON HIGHWAY 212 FOR 0.32 KM (0.20 MI) TO
 PS0759'THE INTERSECTION OF NORTH MANNSTON STREET, TURN LEFT AND GO SOUTH ON
 PS0759'NORTH MANNSTON STREET FOR 2.9 KM (1.80 MI) TO THE AIRPORT ACCESS ROAD
 PS0759'ON THE LEFT, TURN LEFT AND GO EAST ON THE AIRPORT ACCESS ROAD FOR 0.32
 PS0759'KM (0.20 MI) TO THE CHAIN GATE ON THE SOUTH SIDE OF THE AIRPORT
 PS0759'OFFICE, PASS THROUGH THE GATE AND GO EASTERLY ACROSS AN APRON AND
 PS0759'CONNECTING TAXI FOR 0.06 KM (0.05 MI) TO THE STATION ON THE RIGHT JUST
 PS0759'BEFORE REACHING THE RUNWAY.  THE STATION IS LOCATED 33.7 M (110.6 FT)
 PS0759'SOUTHWEST OF THE CENTER OF THE RUNWAY, 29.4 M (96.5 FT) SOUTHEAST OF
 PS0759'THE CENTER OF THE TAXI, 24.1 M (79.1 FT) SOUTH-SOUTHWEST OF A BLUE
 PS0759'TAXI LIGHT, AND 22.6 M (74.1 FT) WEST-SOUTHWEST OF THE FIRST RUNWAY
 PS0759'LIGHT SOUTHEAST OF THE CONNECTING TAXI.  NOTE--ACCESS TO THE DATUM
 PS0759'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 PS0759'THE SPECIFICATIONS FOR A CLASS A MARK.
 PS0759
 PS0759                          STATION RECOVERY (1996)
 PS0759
 PS0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0759'0.3 KM (0.20 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PS0759'MAIN STREET IN GETTYSBURG, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG
 PS0759'MANNSTON STREET, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE GETTYSBURG
 PS0759'MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY
 PS0759'ALONG AN APRON AND TAXIWAY, 33.6 M (110.2 FT) SOUTHWEST OF THE CENTER
 PS0759'OF A RUNWAY, 29.4 M (96.5 FT) SOUTHEAST OF THE CENTER OF THE TAXIWAY,
 PS0759'22.7 M (74.5 FT) SOUTH OF A BLUE TAXIWAY LIGHT, AND 22.5 M (73.8 FT)
 PS0759'WEST OF THE 1ST RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY. NOTE--THE ROD
 PS0759'DEPTH IS UNKNOWN.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PS0759'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 PS0759'MARK.  THE MARK IS ON PROPERTY OWNED BY THE TOWN OF GETTYSBURG, 110
 PS0759'EAST COMMERCIAL STREET, GETTYSBURG, SD 57442, TELEPHONE NUMBER (605)
 PS0759'765-9197.
 PS0759
 PS0759                          STATION RECOVERY (2011)
 PS0759
 PS0759'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 PS0759'RECOVERED IN GOOD CONDITION.
 PS0759
 PS0759                          STATION RECOVERY (2012)
 PS0759
 PS0759'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0759'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0760 ***********************************************************************
 PS0760  DESIGNATION -  FAA 0D8 B
 PS0760  PID         -  PS0760
 PS0760  STATE/COUNTY-  SD/POTTER
 PS0760  COUNTRY     -  US
 PS0760  USGS QUAD   -  GETTYSBURG MUNICIPAL AIRPORT (2017)
 PS0760
 PS0760                         *CURRENT SURVEY CONTROL
 PS0760  ______________________________________________________________________
 PS0760* NAD 83(1996) POSITION- 44 59 03.85006(N) 099 57 00.69697(W)   ADJUSTED
 PS0760* NAD 83(1996) ELLIP HT-   603.426 (meters)        (01/23/98)   ADJUSTED
 PS0760* NAVD 88 ORTHO HEIGHT -   625.9   (meters)     2053.    (feet) VERTCON3
 PS0760  ______________________________________________________________________
 PS0760  GEOID HEIGHT    -        -22.595 (meters)                     GEOID18
 PS0760  NAD 83(1996) X  -   -780,889.215 (meters)                     COMP
 PS0760  NAD 83(1996) Y  - -4,451,266.212 (meters)                     COMP
 PS0760  NAD 83(1996) Z  -  4,486,549.154 (meters)                     COMP
 PS0760  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 PS0760  HORZ ORDER      -  THIRD
 PS0760  ELLP ORDER      -  FOURTH    CLASS I
 PS0760
 PS0760.This mark is at Gettysburg Airport (0D8)
 PS0760
 PS0760.The horizontal coordinates were established by GPS observations
 PS0760.and adjusted by the National Geodetic Survey in January 1998.
 PS0760
 PS0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0760
 PS0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0760.GEOID18 height accuracy estimate available here.
 PS0760
 PS0760.Click photographs - Photos may exist for this station.
 PS0760
 PS0760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0760
 PS0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0760
 PS0760.The ellipsoidal height was determined by GPS observations
 PS0760.and is referenced to NAD 83.
 PS0760
 PS0760. The following values were computed from the NAD 83(1996) position.
 PS0760
 PS0760;                    North         East     Units Scale Factor Converg.
 PS0760;SPC SD N     -   127,910.622   603,927.905   MT  0.99993979   +0 02 06.9
 PS0760;SPC SD N     -   419,653.43  1,981,386.80   sFT  0.99993979   +0 02 06.9
 PS0760;UTM  14      - 4,981,656.874   425,089.887   MT  0.99966900   -0 40 18.3
 PS0760
 PS0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0760!SPC SD N     -   0.99990540  x   0.99993979  =   0.99984520
 PS0760!UTM  14      -   0.99990540  x   0.99966900  =   0.99957443
 PS0760
 PS0760:                Primary Azimuth Mark                     Grid Az
 PS0760:SPC SD N     -  FAA 0D8 A                                322 08 39.8
 PS0760:UTM  14      -  FAA 0D8 A                                322 51 05.0
 PS0760
 PS0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2508981656(NAD 83)
 PS0760
 PS0760|---------------------------------------------------------------------|
 PS0760| PID    Reference Object                     Distance      Geod. Az  |
 PS0760|                                                           dddmmss.s |
 PS0760| PS0759 FAA 0D8 A                           APPROX. 0.6 KM 3221046.7 |
 PS0760|---------------------------------------------------------------------|
 PS0760
 PS0760                          SUPERSEDED SURVEY CONTROL
 PS0760
 PS0760  NAD 83(1986)-  44 59 03.84417(N)    099 57 00.70569(W) AD(       ) 3
 PS0760  NGVD 29 (02/28/92)  625.5    (m)  GEOID90  model used  GPS OBS        
 PS0760
 PS0760.Superseded values are not recommended for survey control.
 PS0760
 PS0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0760.See file dsdata.pdf to determine how the superseded data were derived.
 PS0760
 PS0760_MARKER: I = METAL ROD
 PS0760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PS0760_STAMPING: FAA 0D8 B 1991
 PS0760_MARK LOGO: NGS
 PS0760_PROJECTION: RECESSED 3 CENTIMETERS
 PS0760_MAGNETIC: I = MARKER IS A STEEL ROD
 PS0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0760+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PS0760_ROD/PIPE-DEPTH: 6.1 meters
 PS0760_SLEEVE-DEPTH  : 0.9 meters
 PS0760
 PS0760  HISTORY     - Date     Condition        Report By
 PS0760  HISTORY     - 1991     MONUMENTED       NGS
 PS0760  HISTORY     - 19960615 MARK NOT FOUND   NGS
 PS0760
 PS0760                          STATION DESCRIPTION
 PS0760
 PS0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PS0760'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF GETTYSBURG, AT
 PS0760'THE GETTYSBURG MUNICIPAL AIRPORT, NEAR THE SOUTHEAST END OF AND ON
 PS0760'THE SOUTHWEST SIDE OF THE SINGLE ASPHALT RUNWAY.   OWNERSHIP--CITY OF
 PS0760'GETTYSBURG, 110 E COMMERCIAL, GETTYSBURG, SD 57442. AIRPORT MANAGER
 PS0760'IS LONNIE BURNHAM, PHONE 605-765-9197.
 PS0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND NORTH
 PS0760'MAIN STREET IN GETTYSBURG, GO WEST ON HIGHWAY 212 FOR 0.32 KM
 PS0760'(0.20 MI) TO THE INTERSECTION OF NORTH MANNSTON STREET.  TURN LEFT,
 PS0760'SOUTH, ON NORTH MANNSTON STREET FOR 2.9 KM (1.8 MI) TO THE AIRPORT
 PS0760'ACCESS ROAD ON THE LEFT. TURN LEFT, EAST, ON AIRPORT ACCESS ROAD FOR
 PS0760'0.32 KM (0.20 MI) TO THE CHAIN GATE ON THE SOUTH SIDE OF AIRPORT
 PS0760'OFFICE. PASS THROUGH GATE AND GO EASTERLY ACROSS APRON AND CONNECTING
 PS0760'TAXI FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE RUNWAY.  TURN
 PS0760'RIGHT, SOUTHEAST, ON THE RUNWAY FOR 0.72 KM (0.45 MI) TO THE STATION
 PS0760'ON THE RIGHT JUST BEFORE REACHING THE ASPHALT TURN AROUND.
 PS0760'THE STATION IS LOCATED 64.6 M (211.9 FT) WEST-NORTHWEST FROM THE
 PS0760'CENTER OF THE SOUTHEAST END OF THE RUNWAY, 46.9 M (153.9 FT)
 PS0760'NORTHWEST FROM THE WEST CORNER OF THE ASPHALT TURNAROUND, 21.3 M
 PS0760'(69.9 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY AND 9.0 M
 PS0760'(29.5 FT) SOUTHWEST FROM AND IN LINE WITH THE FIRST SET OF RUNWAY
 PS0760'LIGHTS NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY.
 PS0760
 PS0760                          STATION RECOVERY (1996)
 PS0760
 PS0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0760'THE MARK WAS LOST DURING RUNWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0763 ***********************************************************************
 PS0763  CBN         -  This is a Cooperative Base Network Control Station.
 PS0763  DESIGNATION -  FAA 1D8 A
 PS0763  PID         -  PS0763
 PS0763  STATE/COUNTY-  SD/SPINK
 PS0763  COUNTRY     -  US
 PS0763  USGS QUAD   -  REDFIELD SOUTH (2017)
 PS0763
 PS0763                         *CURRENT SURVEY CONTROL
 PS0763  ______________________________________________________________________
 PS0763* NAD 83(2011) POSITION- 44 51 35.37895(N) 098 31 43.83119(W)   ADJUSTED
 PS0763* NAD 83(2011) ELLIP HT-   373.468 (meters)        (06/27/12)   ADJUSTED
 PS0763* NAD 83(2011) EPOCH   -  2010.00
 PS0763* NAVD 88 ORTHO HEIGHT -   397.751 (meters)     1304.95  (feet) ADJUSTED
 PS0763  ______________________________________________________________________
 PS0763  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 PS0763  NAD 83(2011) X  -   -671,662.335 (meters)                     COMP
 PS0763  NAD 83(2011) Y  - -4,478,773.903 (meters)                     COMP
 PS0763  NAD 83(2011) Z  -  4,476,583.475 (meters)                     COMP
 PS0763  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 PS0763  DYNAMIC HEIGHT  -        397.706 (meters)     1304.81  (feet) COMP
 PS0763  MODELED GRAVITY -    980,492.8   (mgal)                       NAVD 88
 PS0763
 PS0763  VERT ORDER      -  FIRST     CLASS II
 PS0763
 PS0763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PS0763  Standards:
 PS0763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PS0763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PS0763  -------------------------------------------------------------------
 PS0763  NETWORK    1.06   2.90           0.49   0.35   1.48     -0.04533237
 PS0763  -------------------------------------------------------------------
 PS0763  Click here for local accuracies and other accuracy information.
 PS0763
 PS0763.This mark is at Redfield Airport (1D8)
 PS0763
 PS0763.The horizontal coordinates were established by GPS observations
 PS0763.and adjusted by the National Geodetic Survey in June 2012.
 PS0763
 PS0763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PS0763.been affixed to the stable North American tectonic plate. See 
 PS0763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PS0763
 PS0763.The horizontal coordinates are valid at the epoch date displayed above
 PS0763.which is a decimal equivalence of Year/Month/Day.
 PS0763
 PS0763.The orthometric height was determined by differential leveling and
 PS0763.adjusted by the NATIONAL GEODETIC SURVEY
 PS0763.in July 1998.
 PS0763
 PS0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0763.GEOID18 height accuracy estimate available here.
 PS0763
 PS0763.Click photographs - Photos may exist for this station.
 PS0763
 PS0763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0763
 PS0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0763
 PS0763.The ellipsoidal height was determined by GPS observations
 PS0763.and is referenced to NAD 83.
 PS0763
 PS0763.The dynamic height is computed by dividing the NAVD 88
 PS0763.geopotential number by the normal gravity value computed on the
 PS0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0763.degrees latitude (g = 980.6199 gals.).
 PS0763
 PS0763.The modeled gravity was interpolated from observed gravity values.
 PS0763
 PS0763. The following values were computed from the NAD 83(2011) position.
 PS0763
 PS0763;                    North         East     Units Scale Factor Converg.
 PS0763;SPC SD N     -   115,122.569   716,265.797   MT  0.99994466   +1 02 28.3
 PS0763;SPC SD N     -   377,697.96  2,349,948.70   sFT  0.99994466   +1 02 28.3
 PS0763;UTM  14      - 4,967,487.165   537,224.892   MT  0.99961704   +0 19 56.4
 PS0763
 PS0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0763!SPC SD N     -   0.99994145  x   0.99994466  =   0.99988611
 PS0763!UTM  14      -   0.99994145  x   0.99961704  =   0.99955851
 PS0763
 PS0763:                Primary Azimuth Mark                     Grid Az
 PS0763:SPC SD N     -  FAA 1D8 B                                140 40 20.2
 PS0763:UTM  14      -  FAA 1D8 B                                141 22 52.1
 PS0763
 PS0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3722467487(NAD 83)
 PS0763
 PS0763|---------------------------------------------------------------------|
 PS0763| PID    Reference Object                     Distance      Geod. Az  |
 PS0763|                                                           dddmmss.s |
 PS0763| PS0764 FAA 1D8 B                           478.917 METERS 1414248.5 |
 PS0763|---------------------------------------------------------------------|
 PS0763
 PS0763                          SUPERSEDED SURVEY CONTROL
 PS0763
 PS0763  NAD 83(2007)-  44 51 35.37895(N)    098 31 43.83199(W) AD(2002.00) 0
 PS0763  ELLIP H (02/10/07)  373.498  (m)                       GP(2002.00)    
 PS0763  ELLIP H (04/15/04)  373.513  (m)                       GP(       ) 2 1
 PS0763  NAD 83(1996)-  44 51 35.37842(N)    098 31 43.83146(W) AD(       ) B
 PS0763  ELLIP H (04/18/97)  373.545  (m)                       GP(       ) 4 1
 PS0763  NAD 83(1986)-  44 51 35.37335(N)    098 31 43.84386(W) AD(       ) 3
 PS0763  NAVD 88 (04/18/97)  397.8    (m)  GEOID96  model used  GPS OBS        
 PS0763  NGVD 29 (02/28/92)  397.3    (m)  GEOID90  model used  GPS OBS        
 PS0763
 PS0763.Superseded values are not recommended for survey control.
 PS0763
 PS0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0763.See file dsdata.pdf to determine how the superseded data were derived.
 PS0763
 PS0763_MARKER: I = METAL ROD
 PS0763_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PS0763_STAMPING: FAA 1D8 A 1991
 PS0763_MARK LOGO: NGS
 PS0763_PROJECTION: FLUSH
 PS0763_MAGNETIC: I = MARKER IS A STEEL ROD
 PS0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0763+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 PS0763_ROD/PIPE-DEPTH: 8.5 meters
 PS0763_SLEEVE-DEPTH  : 0.9 meters
 PS0763
 PS0763  HISTORY     - Date     Condition        Report By
 PS0763  HISTORY     - 1991     MONUMENTED       NGS
 PS0763  HISTORY     - 19960601 GOOD             NGS
 PS0763  HISTORY     - 19960723 GOOD             SDDT
 PS0763
 PS0763                          STATION DESCRIPTION
 PS0763
 PS0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PS0763'THE STATION IS LOCATED ABOUT 1.45 KM (0.90 MI) SOUTH OF REDFIELD, AT
 PS0763'THE REDFIELD MUNICIPAL AIRPORT, IN THE EAST ANGLE OF THE JUNCTION OF
 PS0763'THE MAIN CONNECTING TAXI AND THE SINGLE ASPHALT RUNWAY.
 PS0763'OWNERSHIP--CITY OF REDFIELD, 626 MAIN STREET, REDFIELD, SD 57469.
 PS0763'AIRPORT MANAGER IS CURTIS KLUDT IN CITY HALL, PHONE 605-472-0660. FBO
 PS0763'LOCATED AT AIRPORT IS JIM HELSPER, PHONE 605-472-1340.
 PS0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 281 IN
 PS0763'THE CENTER OF REDFIELD, GO SOUTH ON HIGHWAY 281 FOR 1.45 KM
 PS0763'(0.90 MI) TO THE AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 PS0763'ON AIRPORT ACCESS ROAD FOR 0.32 KM (0.20 MI) TO THE GATE AT THE NORTH
 PS0763'SIDE OF THE AIRPORT OFFICE. PASS THROUGH GATE AND GO SOUTHWEST ON
 PS0763'APRON AND CONNECTING TAXI FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 PS0763'LEFT JUST BEFORE REACHING THE RUNWAY.
 PS0763'THE STATION IS LOCATED 44.8 M (147.0 FT) WEST FROM THE SOUTH CORNER OF
 PS0763'THE ASPHALT APRON, 29.0 M (95.1 FT) NORTHEAST FROM THE CENTER OF THE
 PS0763'RUNWAY, 27.0 M (88.6 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 PS0763'APRON AND 26.6 M (87.3 FT) SOUTHEAST FROM THE CENTER OF THE TAXI.
 PS0763
 PS0763                          STATION RECOVERY (1996)
 PS0763
 PS0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0763'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM ITS JUNCTION
 PS0763'WITH U.S. HIGHWAY 212 IN REDFIELD, THENCE 0.4 KM (0.25 MI) WESTERLY
 PS0763'ALONG A ROAD LEADING TO THE REDFIELD MUNICIPAL AIRPORT, THENCE 0.1 KM
 PS0763'(0.05 MI) SOUTHWESTERLY ACROSS AN APRON, 44.8 M (147.0 FT) WEST OF THE
 PS0763'SOUTH CORNER OF THE APRON, 29.0 M (95.1 FT) NORTHEAST OF THE
 PS0763'CENTERLINE OF A RUNWAY, 27.0 M (88.6 FT) SOUTHWEST OF THE SOUTHWEST
 PS0763'EDGE OF THE APRON, 26.6 M (87.3 FT) SOUTHEAST OF THE CENTER OF A
 PS0763'TAXIWAY, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE RUNWAY.
 PS0763'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PS0763'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 PS0763'MONUMENT IS ON PROPERTY OWNED BY THE CITY OF REDFIELD, 626 MAIN
 PS0763'STREET, REDFIELD, SD 57469, TELEPHONE NUMBER (605) 472-0660.
 PS0763
 PS0763                          STATION RECOVERY (1996)
 PS0763
 PS0763'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (DFC)
 PS0763'THE STATION IS LOCATED AT THE REDFIED MUNICIPAL AIRPORT, IN THE EAST
 PS0763'ANGLE OF THE JUNCTION OF THE MAIN CONNECTING TAXI AND THE SINGLE
 PS0763'ASPHALT RUNWAY.  OWNERSHIP--THE CITY OF REDFIELD, 626 MAIN STREET,
 PS0763'REDFIELD, SD 57469.  CONTACT AIRPORT MANAGER CURTIS KLUDT AT CITY
 PS0763'HALL, TELEPHONE NUMBER (605) 472-0660.  FBO LOCATED AT THE AIRPORT IS
 PS0763'JIM HELSER, TELEPHONE NUMBER (605) 472-1340.  TO REACH THE STATION
 PS0763'FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 281 IN REDFIELD, GO SOUTH
 PS0763'ON U.S. HIGHWAY 281 FOR 1.45 KM (0.90 MI) TO THE AIRPORT ACCESS ROAD,
 PS0763'TURN RIGHT AND GO WEST ON THE ACCESS ROAD FOR 0.32 KM (0.20 MI) TO THE
 PS0763'GATE AT THE NORTH SIDE OF THE AIRPORT OFFICE, PASS THROUGH THE GATE
 PS0763'AND GO SOUTHWEST ON AN APRON AND A CONNECTING TAXI FOR 0.08 KM (0.05
 PS0763'MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.  THE
 PS0763'STATION IS LOCATED 44.8 M (147.0 FT) WEST OF THE SOUTH CORNER OF THE
 PS0763'APRON, 29.0 M (95.1 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 27.0 M
 PS0763'(88.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE APRON, AND 26.6 M
 PS0763'(87.3 FT) SOUTHEAST OF THE CENTER OF THE TAXI. NOTE--ACCESS TO THE
 PS0763'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 PS0763'MEET SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0764 ***********************************************************************
 PS0764  DESIGNATION -  FAA 1D8 B
 PS0764  PID         -  PS0764
 PS0764  STATE/COUNTY-  SD/SPINK
 PS0764  COUNTRY     -  US
 PS0764  USGS QUAD   -  REDFIELD SOUTH (2017)
 PS0764
 PS0764                         *CURRENT SURVEY CONTROL
 PS0764  ______________________________________________________________________
 PS0764* NAD 83(1996) POSITION- 44 51 23.20059(N) 098 31 30.31685(W)   ADJUSTED
 PS0764* NAD 83(1996) ELLIP HT-   372.386 (meters)        (01/23/98)   ADJUSTED
 PS0764* NAVD 88 ORTHO HEIGHT -   396.591 (meters)     1301.15  (feet) ADJUSTED
 PS0764  ______________________________________________________________________
 PS0764  GEOID HEIGHT    -        -24.293 (meters)                     GEOID18
 PS0764  NAD 83(1996) X  -   -671,408.085 (meters)                     COMP
 PS0764  NAD 83(1996) Y  - -4,479,079.395 (meters)                     COMP
 PS0764  NAD 83(1996) Z  -  4,476,316.213 (meters)                     COMP
 PS0764  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 PS0764  DYNAMIC HEIGHT  -        396.547 (meters)     1301.00  (feet) COMP
 PS0764  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 PS0764
 PS0764  HORZ ORDER      -  THIRD
 PS0764  VERT ORDER      -  FIRST     CLASS II
 PS0764  ELLP ORDER      -  FOURTH    CLASS I
 PS0764
 PS0764.This mark is at Redfield Airport (1D8)
 PS0764
 PS0764.The horizontal coordinates were established by GPS observations
 PS0764.and adjusted by the National Geodetic Survey in January 1998.
 PS0764
 PS0764.The orthometric height was determined by differential leveling and
 PS0764.adjusted by the NATIONAL GEODETIC SURVEY
 PS0764.in July 1998.
 PS0764
 PS0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0764.GEOID18 height accuracy estimate available here.
 PS0764
 PS0764.Click photographs - Photos may exist for this station.
 PS0764
 PS0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0764
 PS0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0764
 PS0764.The ellipsoidal height was determined by GPS observations
 PS0764.and is referenced to NAD 83.
 PS0764
 PS0764.The dynamic height is computed by dividing the NAVD 88
 PS0764.geopotential number by the normal gravity value computed on the
 PS0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0764.degrees latitude (g = 980.6199 gals.).
 PS0764
 PS0764.The modeled gravity was interpolated from observed gravity values.
 PS0764
 PS0764. The following values were computed from the NAD 83(1996) position.
 PS0764
 PS0764;                    North         East     Units Scale Factor Converg.
 PS0764;SPC SD N     -   114,752.115   716,569.290   MT  0.99994486   +1 02 37.9
 PS0764;SPC SD N     -   376,482.56  2,350,944.41   sFT  0.99994486   +1 02 37.9
 PS0764;UTM  14      - 4,967,113.106   537,523.681   MT  0.99961731   +0 20 05.9
 PS0764
 PS0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0764!SPC SD N     -   0.99994162  x   0.99994486  =   0.99988648
 PS0764!UTM  14      -   0.99994162  x   0.99961731  =   0.99955895
 PS0764
 PS0764:                Primary Azimuth Mark                     Grid Az
 PS0764:SPC SD N     -  FAA 1D8 A                                320 40 20.1
 PS0764:UTM  14      -  FAA 1D8 A                                321 22 52.1
 PS0764
 PS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3752367113(NAD 83)
 PS0764
 PS0764|---------------------------------------------------------------------|
 PS0764| PID    Reference Object                     Distance      Geod. Az  |
 PS0764|                                                           dddmmss.s |
 PS0764| PS0763 FAA 1D8 A                           478.917 METERS 3214258.0 |
 PS0764|---------------------------------------------------------------------|
 PS0764
 PS0764                          SUPERSEDED SURVEY CONTROL
 PS0764
 PS0764  NAD 83(1986)-  44 51 23.19552(N)    098 31 30.32922(W) AD(       ) 3
 PS0764  NGVD 29 (02/28/92)  396.2    (m)  GEOID90  model used  GPS OBS        
 PS0764
 PS0764.Superseded values are not recommended for survey control.
 PS0764
 PS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0764.See file dsdata.pdf to determine how the superseded data were derived.
 PS0764
 PS0764_MARKER: I = METAL ROD
 PS0764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PS0764_STAMPING: FAA 1D8 B 1991
 PS0764_MARK LOGO: NGS
 PS0764_PROJECTION: FLUSH
 PS0764_MAGNETIC: I = MARKER IS A STEEL ROD
 PS0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0764+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 PS0764_ROD/PIPE-DEPTH: 8.5 meters
 PS0764_SLEEVE-DEPTH  : 0.9 meters
 PS0764
 PS0764  HISTORY     - Date     Condition        Report By
 PS0764  HISTORY     - 1991     MONUMENTED       NGS
 PS0764  HISTORY     - 19960601 GOOD             NGS
 PS0764
 PS0764                          STATION DESCRIPTION
 PS0764
 PS0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PS0764'THE STATION IS LOCATED ABOUT 1.45 KM (0.90 MI) SOUTH OF REDFIELD, AT
 PS0764'THE REDFIELD MUNICIPAL AIRPORT, NEAR THE SOUTHEAST END OF THE SINGLE
 PS0764'ASPHALT RUNWAY.  OWNERSHIP--CITY OF REDFIELD, 626 MAIN STREET,
 PS0764'REDFIELD, SD 57469. AIRPORT MANAGER IS CURTIS KLUDT IN CITY HALL,
 PS0764'PHONE 605-472-0660. FBO LOCATED AT AIRPORT IS JIM HELSPER, PHONE
 PS0764'605-472-1340.
 PS0764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 281 IN
 PS0764'THE CENTER OF REDFIELD, GO SOUTH ON HIGHWAY 281 FOR 1.45 KM
 PS0764'(0.90 MI) TO THE AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 PS0764'ON AIRPORT ACCESS ROAD FOR 0.32 KM (0.20 MI) TO THE GATE AT THE NORTH
 PS0764'SIDE OF THE AIRPORT OFFICE. PASS THROUGH GATE AND GO SOUTHWEST ON
 PS0764'APRON AND CONNECTING TAXI FOR 0.1 KM (0.1 MI) TO THE JUNCTION OF THE
 PS0764'RUNWAY.  TURN LEFT, SOUTHEAST, ON RUNWAY FOR 0.48 KM (0.30 MI) TO THE
 PS0764'SOUTHEAST END OF THE RUNWAY AND THE STATION ON THE LEFT.
 PS0764'THE STATION IS LOCATED 43.3 M (142.1 FT) EAST-SOUTHEAST FROM THE NORTH
 PS0764'CORNER OF THE NARROW ASPHALT TURNAROUND AT THE SOUTHEAST END OF THE
 PS0764'RUNWAY, 27.4 M (89.9 FT) NORTHEAST FROM THE CENTER OF AND IN LINE
 PS0764'WITH THE SOUTHEAST END OF THE RUNWAY AND 15.0 M (49.2 FT) NORTHEAST
 PS0764'FROM THE NORTHEASTERNMOST RUNWAY END LIGHT.
 PS0764
 PS0764                          STATION RECOVERY (1996)
 PS0764
 PS0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0764'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM ITS JUNCTION
 PS0764'WITH U.S. HIGHWAY 212 IN REDFIELD, THENCE 0.4 KM (0.25 MI) WESTERLY
 PS0764'ALONG A ROAD LEADING TO THE REDFIELD MUNICIPAL AIRPORT, THENCE 0.1 KM
 PS0764'(0.05 MI) SOUTHWESTERLY ACROSS AN APRON AND ALONG A TAXIWAY, THENCE
 PS0764'0.5 KM (0.30 MI) SOUTHEAST ALONG A RUNWAY, 27.4 M (89.9 FT) NORTHEAST
 PS0764'OF THE RUNWAY CENTERLINE, 15.0 M (49.2 FT) NORTHEAST OF THE MOST
 PS0764'NORTHEASTERLY OF 6 RUNWAY END LIGHTS, AND 1.2 M (3.9 FT) BELOW THE
 PS0764'LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PS0764'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 PS0764'FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF
 PS0764'REDFIELD, 626 MAIN STREET, REDFIELD, SD 57469, TELEPHONE NUMBER (605)
 PS0764'472-0660.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2652 ***********************************************************************
 PU2652  PACS        -  This is a Primary Airport Control Station.
 PU2652  DESIGNATION -  FAA 3D3 A
 PU2652  PID         -  PU2652
 PU2652  STATE/COUNTY-  SD/BUTTE
 PU2652  COUNTRY     -  US
 PU2652  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2652
 PU2652                         *CURRENT SURVEY CONTROL
 PU2652  ______________________________________________________________________
 PU2652* NAD 83(2011) POSITION- 44 44 08.35639(N) 103 51 35.08765(W)   ADJUSTED
 PU2652* NAD 83(2011) ELLIP HT-   956.440 (meters)        (06/27/12)   ADJUSTED
 PU2652* NAD 83(2011) EPOCH   -  2010.00
 PU2652* NAVD 88 ORTHO HEIGHT -   971.903 (meters)     3188.65  (feet) ADJUSTED
 PU2652  ______________________________________________________________________
 PU2652  GEOID HEIGHT    -        -15.457 (meters)                     GEOID18
 PU2652  NAD 83(2011) X  - -1,087,298.014 (meters)                     COMP
 PU2652  NAD 83(2011) Y  - -4,406,841.867 (meters)                     COMP
 PU2652  NAD 83(2011) Z  -  4,467,201.422 (meters)                     COMP
 PU2652  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 PU2652  DYNAMIC HEIGHT  -        971.636 (meters)     3187.78  (feet) COMP
 PU2652  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 PU2652
 PU2652  VERT ORDER      -  FIRST     CLASS II
 PU2652
 PU2652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2652  Standards:
 PU2652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2652  -------------------------------------------------------------------
 PU2652  NETWORK    0.99   2.94           0.46   0.32   1.50     -0.10488330
 PU2652  -------------------------------------------------------------------
 PU2652  Click here for local accuracies and other accuracy information.
 PU2652
 PU2652.This mark is at Belle Fourche Airport (EFC)
 PU2652
 PU2652.The horizontal coordinates were established by GPS observations
 PU2652.and adjusted by the National Geodetic Survey in June 2012.
 PU2652
 PU2652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2652.been affixed to the stable North American tectonic plate. See 
 PU2652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2652
 PU2652.The horizontal coordinates are valid at the epoch date displayed above
 PU2652.which is a decimal equivalence of Year/Month/Day.
 PU2652
 PU2652.The orthometric height was determined by differential leveling and
 PU2652.adjusted by the NATIONAL GEODETIC SURVEY
 PU2652.in April 2000.
 PU2652
 PU2652.No vertical observational check was made to the station.
 PU2652
 PU2652.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2652.GEOID18 height accuracy estimate available here.
 PU2652
 PU2652.Click photographs - Photos may exist for this station.
 PU2652
 PU2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2652
 PU2652.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2652
 PU2652.The ellipsoidal height was determined by GPS observations
 PU2652.and is referenced to NAD 83.
 PU2652
 PU2652.The dynamic height is computed by dividing the NAVD 88
 PU2652.geopotential number by the normal gravity value computed on the
 PU2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2652.degrees latitude (g = 980.6199 gals.).
 PU2652
 PU2652.The modeled gravity was interpolated from observed gravity values.
 PU2652
 PU2652. The following values were computed from the NAD 83(2011) position.
 PU2652
 PU2652;                    North         East     Units Scale Factor Converg.
 PU2652;SPC SD N     -   107,554.075   294,404.907   MT  0.99995420   -2 43 54.1
 PU2652;SPC SD N     -   352,866.99    965,893.43   sFT  0.99995420   -2 43 54.1
 PU2652;UTM  13      - 4,954,217.993   590,281.750   MT  0.99970023   +0 48 09.4
 PU2652
 PU2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2652!SPC SD N     -   0.99985006  x   0.99995420  =   0.99980427
 PU2652!UTM  13      -   0.99985006  x   0.99970023  =   0.99955034
 PU2652
 PU2652:                Primary Azimuth Mark                     Grid Az
 PU2652:SPC SD N     -  FAA 3D3 B                                316 51 28.7
 PU2652:UTM  13      -  FAA 3D3 B                                313 19 25.2
 PU2652
 PU2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9028154217(NAD 83)
 PU2652
 PU2652|---------------------------------------------------------------------|
 PU2652| PID    Reference Object                     Distance      Geod. Az  |
 PU2652|                                                           dddmmss.s |
 PU2652| PU2653 FAA 3D3 B                           APPROX. 0.6 KM 3140734.6 |
 PU2652|---------------------------------------------------------------------|
 PU2652
 PU2652                          SUPERSEDED SURVEY CONTROL
 PU2652
 PU2652  NAD 83(2007)-  44 44 08.35626(N)    103 51 35.08878(W) AD(2002.00) 0
 PU2652  ELLIP H (02/10/07)  956.468  (m)                       GP(2002.00)    
 PU2652  ELLIP H (04/15/04)  956.463  (m)                       GP(       ) 2 1
 PU2652  NAD 83(1996)-  44 44 08.35556(N)    103 51 35.08863(W) AD(       ) B
 PU2652  ELLIP H (04/18/97)  956.528  (m)                       GP(       ) 4 1
 PU2652  NAD 83(1993)-  44 44 08.34954(N)    103 51 35.09111(W) AD(       ) 1
 PU2652  NAD 83(1986)-  44 44 08.34409(N)    103 51 35.07978(W) AD(       ) 1
 PU2652  NAVD 88 (04/18/97)  971.85   (m)  GEOID96  model used  GPS OBS        
 PU2652  NGVD 29 (02/28/92)  971.52   (m)  GEOID90  model used  GPS OBS        
 PU2652
 PU2652.Superseded values are not recommended for survey control.
 PU2652
 PU2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2652.See file dsdata.pdf to determine how the superseded data were derived.
 PU2652
 PU2652_MARKER: F = FLANGE-ENCASED ROD
 PU2652_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PU2652_STAMPING: FAA 3D3 A 1991
 PU2652_MARK LOGO: NGS
 PU2652_PROJECTION: FLUSH
 PU2652_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2652+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2010
 PU2652_ROD/PIPE-DEPTH: 3.4 meters
 PU2652_SLEEVE-DEPTH  : 0.9 meters
 PU2652
 PU2652  HISTORY     - Date     Condition        Report By
 PU2652  HISTORY     - 1991     MONUMENTED       NGS
 PU2652  HISTORY     - 19911001 GOOD             USFS
 PU2652  HISTORY     - 19960524 GOOD             NGS
 PU2652  HISTORY     - 19980920 GOOD             NGS
 PU2652  HISTORY     - 20100613 GOOD             WOOLPT
 PU2652
 PU2652                          STATION DESCRIPTION
 PU2652
 PU2652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2652'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH OF BELLE FOURCHE,
 PU2652'AT THE BELLE FOURCHE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BELLE
 PU2652'FOURCHE, CITY HALL, 606 6TH AVENUE, BELLE FOURCHE, SD 57717. AIRPORT
 PU2652'MANAGER IS LYN SMEENK, PHONE 605-892-6345, OR JIM MCDANIELS AT
 PU2652'AIRPORT, PHONE 605-892-6125.
 PU2652'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 WEST AND
 PU2652'85 NORTH, LOCATED ON THE NORTH SIDE OF BELLE FOURCHE, GO NORTH ON
 PU2652'HIGHWAY 85 FOR 5.95 KM (3.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 PU2652'LEFT. TURN LEFT, WEST, ON AIRPORT ENTRANCE ROAD FOR 0.40 KM
 PU2652'(0.25 MI) TO A BLACTOP THEN GRAVEL ROAD ON THE RIGHT.  TURN RIGHT,
 PU2652'NORTH, ON BLACKTOP THEN GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO THE WIND
 PU2652'SOCK AND THE STATION ON THE LEFT.
 PU2652'THE STATION IS LOCATED 45.3 M (148.6 FT) WEST FROM A UTILITY POLE,
 PU2652'15.2 M (49.9 FT) SOUTH-SOUTHEAST FROM THE WIND SOCK, 1.8 M (5.9 FT)
 PU2652'WEST FROM A FIBERGLASS WITNESS POST, 1.6 M (5.2 FT) WEST FROM THE WEST
 PU2652'END OF A RED AND BLACK WIND SOCK MARKER AND 1.2 M (3.9 FT) EAST FROM
 PU2652'THE EAST END OF AN ORANGE AND BLACK WIND SOCK MARKER.
 PU2652
 PU2652                          STATION RECOVERY (1991)
 PU2652
 PU2652'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2652'RECOVERED IN GOOD CONDITION.
 PU2652
 PU2652                          STATION RECOVERY (1996)
 PU2652
 PU2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2652'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTH OF BELLE FOURCHE,
 PU2652'AT THE BELLE FOURCHE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BELLE
 PU2652'FOURCHE, CITY HALL, 606 6TH AVENUE, BELLE FOURCHE SD 57717.  AIRPORT
 PU2652'MANAGER IS LYN SMEENK, PHONE 605-892-6345.  TO REACH THE STATION FROM
 PU2652'THE JUNCTION OF U.S. HIGHWAYS 212 WEST AND 85 NORTH ON THE NORTH SIDE
 PU2652'OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85 FOR 5.95 KM (3.70 MI) TO THE
 PU2652'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT AND GO WEST ON THE
 PU2652'AIRPORT ENTRANCE ROAD FOR 0.40 KM (0.25 MI) TO A BLACKTOP ROAD ON THE
 PU2652'RIGHT, TURN RIGHT AND GO NORTH ON THE BLACKTOP THEN GRAVEL ROAD FOR
 PU2652'0.32 KM (0.20 MI) TO THE WIND SOCK AND THE STATION ON THE LEFT. THE
 PU2652'STATION IS LOCATED 45.1 M (148.0 FT) WEST OF A UTILITY POLE, 15.1 M
 PU2652'(49.5 FT) SOUTH-SOUTHEAST OF THE WIND SOCK, 1.6 M (5.2 FT) EAST OF A
 PU2652'WITNESS POST, 1.6 M (5.2 FT) WEST OF A METAL POST, AND 1.2 M (3.9 FT)
 PU2652'EAST OF A METAL POST.  THIS STATION WAS USED AS AN AREA NAVIGATION
 PU2652'APPROACH PRIMARY AIRPORT CONTROL STATION.  NOTE--ACCESS TO THE DATUM
 PU2652'POINT IS THROUGH A 5-INCH LOGO CAP.
 PU2652
 PU2652                          STATION RECOVERY (1998)
 PU2652
 PU2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU2652'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU2652'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.3 KM (0.20 MI) WESTERLY
 PU2652'ALONG A PAVED ROAD LEADING WEST TO THE BELLE FOURCHE MUNICIPAL
 PU2652'AIRPORT, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A GRAVELED ROAD, 67.0
 PU2652'M (219.8 FT) WEST OF THE ROAD CENTER, 45.1 M (148.0 FT) WEST OF A
 PU2652'UTILITY POLE WITH 3 GUY WIRES, 15.1 M (49.5 FT) SOUTH OF A WIND SOCK,
 PU2652'1.6 M (5.2 FT) EAST OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE
 PU2652'LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2652'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 PU2652'FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE BELLE
 PU2652'FOURCHE MUNICIPAL AIRPORT, 606 6TH AVENUE, BELLE FOURCHE, SD 57717,
 PU2652'TELEPHONE NUMBER (605) 892-6345.  THE MONUMENT IS A FEDERAL BASE
 PU2652'NETWORK AND A PRIMARY AIRPORT CONTROL STATION.
 PU2652
 PU2652                          STATION RECOVERY (2010)
 PU2652
 PU2652'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 PU2652'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2653 ***********************************************************************
 PU2653  SACS        -  This is a Secondary Airport Control Station.
 PU2653  DESIGNATION -  FAA 3D3 B
 PU2653  PID         -  PU2653
 PU2653  STATE/COUNTY-  SD/BUTTE
 PU2653  COUNTRY     -  US
 PU2653  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2653
 PU2653                         *CURRENT SURVEY CONTROL
 PU2653  ______________________________________________________________________
 PU2653* NAD 83(1996) POSITION- 44 44 20.97416(N) 103 51 53.34162(W)   ADJUSTED
 PU2653* NAD 83(1996) ELLIP HT-   951.575 (meters)        (05/25/04)   ADJUSTED
 PU2653* NAVD 88 ORTHO HEIGHT -   966.9   (meters)     3172.    (feet) VERTCON3
 PU2653  ______________________________________________________________________
 PU2653  GEOID HEIGHT    -        -15.455 (meters)                     GEOID18
 PU2653  NAD 83(1996) X  - -1,087,621.473 (meters)                     COMP
 PU2653  NAD 83(1996) Y  - -4,406,476.071 (meters)                     COMP
 PU2653  NAD 83(1996) Z  -  4,467,474.711 (meters)                     COMP
 PU2653  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 PU2653  HORZ ORDER      -  FIRST
 PU2653  ELLP ORDER      -  FOURTH    CLASS II
 PU2653
 PU2653.This mark is at Belle Fourche Airport (EFC)
 PU2653
 PU2653.The horizontal coordinates were established by GPS observations
 PU2653.and adjusted by the National Geodetic Survey in January 1998.
 PU2653
 PU2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2653
 PU2653.GPS derived orthometric heights for airport stations designated as
 PU2653.PACS or SACS are published to 2 decimal places.  This maintains
 PU2653.centimeter relative accuracy between the PACS and SACS.  It does
 PU2653.not indicate centimeter accuracy relative to other marks which are
 PU2653.part of the published vertical control network.
 PU2653
 PU2653.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2653.GEOID18 height accuracy estimate available here.
 PU2653
 PU2653.Click photographs - Photos may exist for this station.
 PU2653
 PU2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2653
 PU2653.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2653
 PU2653.The ellipsoidal height was determined by GPS observations
 PU2653.and is referenced to NAD 83.
 PU2653
 PU2653. The following values were computed from the NAD 83(1996) position.
 PU2653
 PU2653;                    North         East     Units Scale Factor Converg.
 PU2653;SPC SD N     -   107,962.258   294,022.338   MT  0.99995386   -2 44 07.0
 PU2653;SPC SD N     -   354,206.17    964,638.29   sFT  0.99995386   -2 44 07.0
 PU2653;UTM  13      - 4,954,601.718   589,874.849   MT  0.99969933   +0 47 56.7
 PU2653
 PU2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2653!SPC SD N     -   0.99985082  x   0.99995386  =   0.99980469
 PU2653!UTM  13      -   0.99985082  x   0.99969933  =   0.99955020
 PU2653
 PU2653:                Primary Azimuth Mark                     Grid Az
 PU2653:SPC SD N     -  FAA 3D3 A                                136 51 28.8
 PU2653:UTM  13      -  FAA 3D3 A                                133 19 25.1
 PU2653
 PU2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8987454601(NAD 83)
 PU2653
 PU2653|---------------------------------------------------------------------|
 PU2653| PID    Reference Object                     Distance      Geod. Az  |
 PU2653|                                                           dddmmss.s |
 PU2653| PU2652 FAA 3D3 A                           APPROX. 0.6 KM 1340721.8 |
 PU2653|---------------------------------------------------------------------|
 PU2653
 PU2653                          SUPERSEDED SURVEY CONTROL
 PU2653
 PU2653  ELLIP H (01/23/98)  951.419  (m)                       GP(       ) 4 1
 PU2653  ELLIP H (08/18/97)  951.842  (m)                       GP(       ) 4 1
 PU2653  NAD 83(1993)-  44 44 20.96793(N)    103 51 53.34424(W) AD(       ) 1
 PU2653  NAD 83(1986)-  44 44 20.96247(N)    103 51 53.33291(W) AD(       ) 1
 PU2653  NGVD 29 (02/28/92)  966.38   (m)  GEOID90  model used  GPS OBS        
 PU2653
 PU2653.Superseded values are not recommended for survey control.
 PU2653
 PU2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2653.See file dsdata.pdf to determine how the superseded data were derived.
 PU2653
 PU2653_MARKER: I = METAL ROD
 PU2653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PU2653_STAMPING: FAA 3D3 B 1991
 PU2653_MARK LOGO: NGS
 PU2653_PROJECTION: FLUSH
 PU2653_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2653+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1996
 PU2653_ROD/PIPE-DEPTH: 4.0 meters
 PU2653_SLEEVE-DEPTH  : 0.9 meters
 PU2653
 PU2653  HISTORY     - Date     Condition        Report By
 PU2653  HISTORY     - 1991     MONUMENTED       NGS
 PU2653  HISTORY     - 19911001 GOOD             USFS
 PU2653  HISTORY     - 19960524 GOOD             NGS
 PU2653
 PU2653                          STATION DESCRIPTION
 PU2653
 PU2653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2653'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH OF BELLE FOURCHE,
 PU2653'AT THE BELLE FOURCHE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BELLE
 PU2653'FOURCHE, CITY HALL, 606 6TH AVENUE, BELLE FOURCHE, SD 57717. AIRPORT
 PU2653'MANAGER IS LYN SMEENK, PHONE 607-892-2674, POLICE PHONE 607-892-2737.
 PU2653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 WEST AND
 PU2653'85 NORTH, LOCATED ON THE NORTH SIDE OF BELLE FOURCHE.  GO NORTH ON
 PU2653'HIGHWAY 85 FOR 5.76 KM (3.58 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 PU2653'LEFT. TURN LEFT, WEST, ON AIRPORT ENTRANCE ROAD FOR 0.48 KM
 PU2653'(0.30 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS THROUGH
 PU2653'GATE AND GO SOUTHWEST CROSSING APRON AND ON A TAXI FOR 0.16 KM
 PU2653'(0.10 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT, NORTHWEST, ON
 PU2653'RUNWAY FOR 0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 PU2653'THE STATION IS LOCATED 58.5 M (191.9 FT) NORTHEAST FROM THE RUNWAY
 PU2653'CENTER, 53.3 M (174.9 FT) EAST-NORTHEAST FROM THE NORTHEAST ONE OF
 PU2653'TWO TAXI LIGHTS, 45.7 M (149.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE
 PU2653'OF TURNAROUND AND 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 PU2653'POST.
 PU2653
 PU2653                          STATION RECOVERY (1991)
 PU2653
 PU2653'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2653'RECOVERED IN GOOD CONDITION.
 PU2653
 PU2653                          STATION RECOVERY (1996)
 PU2653
 PU2653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2653'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTH OF BELLE FOURCHE,
 PU2653'AT THE BELLE FOURCHE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BELLE
 PU2653'FOURCHE, CITY HALL, 606 6TH AVENUE, BELLE FOURCHE SD 57717.  AIRPORT
 PU2653'MANAGER IS LYN SMEENK, PHONE 607-892-2674, POLICE PHONE 607-892-2737.
 PU2653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 WEST AND
 PU2653'85 NORTH, LOCATED ON THE NORTH SIDE OF BELLE FOURCHE, GO NORTH ON
 PU2653'HIGHWAY 85 FOR 5.76 KM (3.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 PU2653'LEFT.  TURN LEFT, WEST, ON AIRPORT ENTRANCE ROAD FOR 0.48 KM (0.30 MI)
 PU2653'TO A GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS THROUGH GATE AND GO
 PU2653'SOUTHWEST CROSSING APRON FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE
 PU2653'RUNWAY.  TURN RIGHT, NORTHWEST, ON RUNWAY FOR 0.88 KM (0.55 MI) TO THE
 PU2653'STATION ON THE RIGHT.  THE STATION IS LOCATED 58.5 M (191.9 FT)
 PU2653'NORTHEAST FROM THE RUNWAY CENTER, 53.3 M (174.9 FT) EAST-NORTHEAST
 PU2653'FROM THE NORTHEAST ONE OF TWO TAXI LIGHTS, 45.7 M (149.9 FT) SOUTHEAST
 PU2653'FROM THE SOUTHEAST EDGE OF TURNAROUND AND 0.3 M (1.0 FT) SOUTHWEST OF
 PU2653'A FIBER GLASS WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL
 PU2653'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0883 ***********************************************************************
 OT0883  CBN         -  This is a Cooperative Base Network Control Station.
 OT0883  DESIGNATION -  FAA 6V2 A
 OT0883  PID         -  OT0883
 OT0883  STATE/COUNTY-  SD/SHANNON
 OT0883  COUNTRY     -  US
 OT0883  USGS QUAD   -  PINE RIDGE (2017)
 OT0883
 OT0883                         *CURRENT SURVEY CONTROL
 OT0883  ______________________________________________________________________
 OT0883* NAD 83(2011) POSITION- 43 01 30.05764(N) 102 31 00.94997(W)   ADJUSTED
 OT0883* NAD 83(2011) ELLIP HT-   984.972 (meters)        (06/27/12)   ADJUSTED
 OT0883* NAD 83(2011) EPOCH   -  2010.00
 OT0883* NAVD 88 ORTHO HEIGHT -  1003.143 (meters)     3291.15  (feet) ADJUSTED
 OT0883  ______________________________________________________________________
 OT0883  GEOID HEIGHT    -        -18.164 (meters)                     GEOID18
 OT0883  NAD 83(2011) X  - -1,012,288.725 (meters)                     COMP
 OT0883  NAD 83(2011) Y  - -4,559,762.587 (meters)                     COMP
 OT0883  NAD 83(2011) Z  -  4,330,205.916 (meters)                     COMP
 OT0883  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 OT0883  DYNAMIC HEIGHT  -       1002.690 (meters)     3289.66  (feet) COMP
 OT0883  MODELED GRAVITY -    980,135.2   (mgal)                       NAVD 88
 OT0883
 OT0883  VERT ORDER      -  FIRST     CLASS II
 OT0883
 OT0883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0883  Standards:
 OT0883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0883  -------------------------------------------------------------------
 OT0883  NETWORK    1.07   2.57           0.50   0.34   1.31     -0.03771932
 OT0883  -------------------------------------------------------------------
 OT0883  Click here for local accuracies and other accuracy information.
 OT0883
 OT0883.This mark is at Pine Ridge Airport (6V2)
 OT0883
 OT0883.The horizontal coordinates were established by GPS observations
 OT0883.and adjusted by the National Geodetic Survey in June 2012.
 OT0883
 OT0883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0883.been affixed to the stable North American tectonic plate. See 
 OT0883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0883
 OT0883.The horizontal coordinates are valid at the epoch date displayed above
 OT0883.which is a decimal equivalence of Year/Month/Day.
 OT0883
 OT0883.The orthometric height was determined by differential leveling and
 OT0883.adjusted by the NATIONAL GEODETIC SURVEY
 OT0883.in June 1994.
 OT0883
 OT0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0883.GEOID18 height accuracy estimate available here.
 OT0883
 OT0883.Click photographs - Photos may exist for this station.
 OT0883
 OT0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0883
 OT0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0883
 OT0883.The ellipsoidal height was determined by GPS observations
 OT0883.and is referenced to NAD 83.
 OT0883
 OT0883.The dynamic height is computed by dividing the NAVD 88
 OT0883.geopotential number by the normal gravity value computed on the
 OT0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0883.degrees latitude (g = 980.6199 gals.).
 OT0883
 OT0883.The modeled gravity was interpolated from observed gravity values.
 OT0883
 OT0883. The following values were computed from the NAD 83(2011) position.
 OT0883
 OT0883;                    North         East     Units Scale Factor Converg.
 OT0883;SPC SD S     -    79,179.542   422,047.219   MT  0.99996013   -1 30 22.9
 OT0883;SPC SD S     -   259,774.88  1,384,666.58   sFT  0.99996013   -1 30 22.9
 OT0883;UTM  13      - 4,766,584.974   702,313.238   MT  1.00010355   +1 41 41.3
 OT0883
 OT0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0883!SPC SD S     -   0.99984556  x   0.99996013  =   0.99980569
 OT0883!UTM  13      -   0.99984556  x   1.00010355  =   0.99994909
 OT0883
 OT0883:                Primary Azimuth Mark                     Grid Az
 OT0883:SPC SD S     -  FAA 6V2 B                                258 34 24.2
 OT0883:UTM  13      -  FAA 6V2 B                                255 22 20.0
 OT0883
 OT0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0231366584(NAD 83)
 OT0883
 OT0883|---------------------------------------------------------------------|
 OT0883| PID    Reference Object                     Distance      Geod. Az  |
 OT0883|                                                           dddmmss.s |
 OT0883| OT0884 FAA 6V2 B                           APPROX. 0.6 KM 2570401.3 |
 OT0883|---------------------------------------------------------------------|
 OT0883
 OT0883                          SUPERSEDED SURVEY CONTROL
 OT0883
 OT0883  NAD 83(2007)-  43 01 30.05753(N)    102 31 00.95106(W) AD(2002.00) 0
 OT0883  ELLIP H (02/10/07)  985.001  (m)                       GP(2002.00)    
 OT0883  ELLIP H (04/15/04)  984.987  (m)                       GP(       ) 2 1
 OT0883  NAD 83(1996)-  43 01 30.05692(N)    102 31 00.95114(W) AD(       ) B
 OT0883  ELLIP H (04/18/97)  985.031  (m)                       GP(       ) 4 1
 OT0883  NAD 83(1993)-  43 01 30.05181(N)    102 31 00.95397(W) AD(       ) 3
 OT0883  NAD 83(1986)-  43 01 30.04642(N)    102 31 00.95520(W) AD(       ) 3
 OT0883  NAVD 88            1003.14   (m)         3291.1    (f) LEVELING    3  
 OT0883  NGVD 29 (02/28/92) 1002.6    (m)  GEOID90  model used  GPS OBS        
 OT0883
 OT0883.Superseded values are not recommended for survey control.
 OT0883
 OT0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0883.See file dsdata.pdf to determine how the superseded data were derived.
 OT0883
 OT0883_MARKER: I = METAL ROD
 OT0883_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0883_STAMPING: FAA 6V2 A 1991
 OT0883_MARK LOGO: NGS
 OT0883_PROJECTION: FLUSH
 OT0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0883+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 OT0883_ROD/PIPE-DEPTH: 4.0 meters
 OT0883_SLEEVE-DEPTH  : 0.9 meters
 OT0883
 OT0883  HISTORY     - Date     Condition        Report By
 OT0883  HISTORY     - 1991     MONUMENTED       NGS
 OT0883  HISTORY     - 19930919 GOOD             NGS
 OT0883  HISTORY     - 19960801 GOOD             NGS
 OT0883  HISTORY     - 20080820 GOOD             WOOLPT
 OT0883  HISTORY     - 20110914 GOOD             WOOLPT
 OT0883  HISTORY     - 20121219 GOOD             INDIV
 OT0883
 OT0883                          STATION DESCRIPTION
 OT0883
 OT0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0883'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF PINE RIDGE, AT
 OT0883'THE PINE RIDGE AIRPORT.  OWNERSHIP--OGLALA SIOUX TRIBE, PINE RIDGE,
 OT0883'SD 57770.  AIRPORT MANAGER IS MELVIN KOCER, CONTACT MUST BE MADE AT
 OT0883'THE HIGHWAY YARD, PHONE 605-867-5171.
 OT0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 OT0883'ROUTE 407 SOUTH, LOCATED IN PINE RIDGE, GO EAST ON HIGHWAY 18 FOR 3.2
 OT0883'KM (2.0 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 OT0883'RIGHT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A
 OT0883'GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE AND CONTINUE SOUTHEAST
 OT0883'CROSSING APRON AND ON TAXI FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 OT0883'THE RUNWAY AND THE STATION ON THE RIGHT.
 OT0883'THE STATION IS LOCATED 27.2 M (89.2 FT) SOUTH-SOUTHEAST FROM THE
 OT0883'SOUTH-SOUTHEAST EDGE OF THE APRON, 29.0 M (95.1 FT) WEST-SOUTHWEST
 OT0883'FROM THE TAXI CENTER AND 21.4 M (70.2 FT) NORTH-NORTHWEST OF RUNWAY
 OT0883'CENTER.
 OT0883
 OT0883                          STATION RECOVERY (1993)
 OT0883
 OT0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0883'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0883'IN PINE RIDGE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG THE PINE RIDGE
 OT0883'AIRPORT ENTRANCE ROAD AND A TAXIWAY, 29.0 M (95.1 FT) WEST-SOUTHWEST
 OT0883'OF THE CENTER OF THE TAXIWAY, 27.2 M (89.2 FT) SOUTH OF THE SOUTH
 OT0883'EDGE OF AN APRON, 21.4 M (70.2 FT) NORTH-NORTHWEST OF THE CENTER OF A
 OT0883'RUNWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO
 OT0883'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OT0883'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 OT0883'PROPERTY OWNED BY THE OGLALA SIOUX TRIBE, PINE RIDGE, SD 57770.
 OT0883'CONTACT--DENNIS BREWER--AIRPORT MANAGER.  CONTACT MUST BE MADE AT THE
 OT0883'HIGHWAY YARD, TELEPHONE NUMBER (605) 867-5171.
 OT0883
 OT0883                          STATION RECOVERY (1996)
 OT0883
 OT0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0883'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF PINE RIDGE, AT
 OT0883'THE PINE RIDGE AIRPORT.  OWNERSHIP--OGLALA SIOUX TRIBE, PINE RIDGE, SD
 OT0883'57770.  CONTACT--DENNIS BREWER, AIRPORT MANAGER, TELEPHONE NUMBER
 OT0883'(605) 867-5171.  CONTACT CAN BE MADE AT THE HIGHWAY MAINTENANCE YARD.
 OT0883'TO REACH THE STATION FROM THE POST OFFICE IN PINE RIDGE, GO EAST ON
 OT0883'U.S. HIGHWAY 18 FOR 3.2 KM (2.00 MI) TO THE AIRPORT ENTRANCE ROAD ON
 OT0883'THE RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR
 OT0883'0.16 KM (0.10 MI) TO A LOCKED GATE, PASS THROUGH THE GATE AND GO 0.08
 OT0883'KM (0.05 MI) TO THE STATION ON THE RIGHT, AT THE JUNCTION OF A TAXIWAY
 OT0883'AND RUNWAY.  THE STATION IS LOCATED 29.0 M (95.1 FT) WEST-SOUTHWEST OF
 OT0883'THE CENTER OF THE TAXIWAY, 21.4 M (70.2 FT) NORTH-NORTHWEST OF THE
 OT0883'CENTER OF THE RUNWAY, 27.2 M (89.2 FT) SOUTH OF THE SOUTH EDGE OF AN
 OT0883'APRON, AND 0.3 M (1.0 FT) SOUTH OF A SHORT WITNESS POST.  NOTE--ACCESS
 OT0883'TO THE DATUM POINT IS THROUGH 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OT0883'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OT0883
 OT0883                          STATION RECOVERY (2008)
 OT0883
 OT0883'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 OT0883'RECOVERED AS DESCRIBED.
 OT0883
 OT0883                          STATION RECOVERY (2011)
 OT0883
 OT0883'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 OT0883'AIRPORT MANAGER IS JUSTIN POURIER.
 OT0883
 OT0883                          STATION RECOVERY (2012)
 OT0883
 OT0883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0884 ***********************************************************************
 OT0884  DESIGNATION -  FAA 6V2 B
 OT0884  PID         -  OT0884
 OT0884  STATE/COUNTY-  SD/SHANNON
 OT0884  COUNTRY     -  US
 OT0884  USGS QUAD   -  PINE RIDGE (2017)
 OT0884
 OT0884                         *CURRENT SURVEY CONTROL
 OT0884  ______________________________________________________________________
 OT0884* NAD 83(1996) POSITION- 43 01 25.84099(N) 102 31 25.96915(W)   ADJUSTED
 OT0884* NAD 83(1996) ELLIP HT-   980.781 (meters)        (01/23/98)   ADJUSTED
 OT0884* NAVD 88 ORTHO HEIGHT -   998.878 (meters)     3277.15  (feet) ADJUSTED
 OT0884  ______________________________________________________________________
 OT0884  GEOID HEIGHT    -        -18.153 (meters)                     GEOID18
 OT0884  NAD 83(1996) X  - -1,012,860.391 (meters)                     COMP
 OT0884  NAD 83(1996) Y  - -4,559,723.461 (meters)                     COMP
 OT0884  NAD 83(1996) Z  -  4,330,107.914 (meters)                     COMP
 OT0884  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 OT0884  DYNAMIC HEIGHT  -        998.428 (meters)     3275.68  (feet) COMP
 OT0884  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 OT0884
 OT0884  HORZ ORDER      -  THIRD
 OT0884  VERT ORDER      -  FIRST     CLASS II
 OT0884  ELLP ORDER      -  FOURTH    CLASS I
 OT0884
 OT0884.This mark is at Pine Ridge Airport (6V2)
 OT0884
 OT0884.The horizontal coordinates were established by GPS observations
 OT0884.and adjusted by the National Geodetic Survey in January 1998.
 OT0884
 OT0884.The orthometric height was determined by differential leveling and
 OT0884.adjusted by the NATIONAL GEODETIC SURVEY
 OT0884.in June 1994.
 OT0884
 OT0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0884.GEOID18 height accuracy estimate available here.
 OT0884
 OT0884.Click photographs - Photos may exist for this station.
 OT0884
 OT0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0884
 OT0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0884
 OT0884.The ellipsoidal height was determined by GPS observations
 OT0884.and is referenced to NAD 83.
 OT0884
 OT0884.The dynamic height is computed by dividing the NAVD 88
 OT0884.geopotential number by the normal gravity value computed on the
 OT0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0884.degrees latitude (g = 980.6199 gals.).
 OT0884
 OT0884.The modeled gravity was interpolated from observed gravity values.
 OT0884
 OT0884. The following values were computed from the NAD 83(1996) position.
 OT0884
 OT0884;                    North         East     Units Scale Factor Converg.
 OT0884;SPC SD S     -    79,064.384   421,477.545   MT  0.99996034   -1 30 40.2
 OT0884;SPC SD S     -   259,397.07  1,382,797.58   sFT  0.99996034   -1 30 40.2
 OT0884;UTM  13      - 4,766,438.163   701,750.804   MT  1.00010076   +1 41 24.1
 OT0884
 OT0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0884!SPC SD S     -   0.99984621  x   0.99996034  =   0.99980656
 OT0884!UTM  13      -   0.99984621  x   1.00010076  =   0.99994696
 OT0884
 OT0884:                Primary Azimuth Mark                     Grid Az
 OT0884:SPC SD S     -  FAA 6V2 A                                078 34 24.4
 OT0884:UTM  13      -  FAA 6V2 A                                075 22 20.1
 OT0884
 OT0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0175066438(NAD 83)
 OT0884
 OT0884|---------------------------------------------------------------------|
 OT0884| PID    Reference Object                     Distance      Geod. Az  |
 OT0884|                                                           dddmmss.s |
 OT0884| OT0883 FAA 6V2 A                           APPROX. 0.6 KM 0770344.2 |
 OT0884|---------------------------------------------------------------------|
 OT0884
 OT0884                          SUPERSEDED SURVEY CONTROL
 OT0884
 OT0884  NAD 83(1993)-  43 01 25.83588(N)    102 31 25.97198(W) AD(       ) 3
 OT0884  NAD 83(1986)-  43 01 25.83050(N)    102 31 25.97321(W) AD(       ) 3
 OT0884  NGVD 29 (02/28/92)  998.4    (m)  GEOID90  model used  GPS OBS        
 OT0884
 OT0884.Superseded values are not recommended for survey control.
 OT0884
 OT0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0884.See file dsdata.pdf to determine how the superseded data were derived.
 OT0884
 OT0884_MARKER: I = METAL ROD
 OT0884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0884_STAMPING: FAA 6V2 B 1991
 OT0884_MARK LOGO: NGS
 OT0884_PROJECTION: FLUSH
 OT0884_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0884+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 OT0884_ROD/PIPE-DEPTH: 4.4 meters
 OT0884_SLEEVE-DEPTH  : 0.9 meters
 OT0884
 OT0884  HISTORY     - Date     Condition        Report By
 OT0884  HISTORY     - 1991     MONUMENTED       NGS
 OT0884  HISTORY     - 19930919 GOOD             NGS
 OT0884  HISTORY     - 20080820 GOOD             WOOLPT
 OT0884  HISTORY     - 20110914 GOOD             WOOLPT
 OT0884  HISTORY     - 20121218 GOOD             INDIV
 OT0884
 OT0884                          STATION DESCRIPTION
 OT0884
 OT0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0884'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF PINE RIDGE, AT
 OT0884'THE PINE RIDGE AIRPORT.  OWNERSHIP--OGLALA SIOUX TRIBE, PINE RIDGE,
 OT0884'SD 57770.  AIRPORT MANAGER IS MELVIN KOCER, CONTACT MUST BE MADE AT
 OT0884'THE HIGHWAY YARD, PHONE 605-867-5171.
 OT0884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 OT0884'ROUTE 407 SOUTH, LOCATED IN PINE RIDGE, GO EAST ON HIGHWAY 18 FOR 3.2
 OT0884'KM (2.0 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 OT0884'RIGHT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A
 OT0884'GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE AND CONTINUE SOUTHEAST
 OT0884'CROSSING APRON AND ON TAXI FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 OT0884'THE RUNWAY.  TURN RIGHT, WEST-SOUTHWEST, ON RUNWAY FOR 0.64 KM
 OT0884'(0.40 MI) TO THE RUNWAY END AND THE STATION ON THE RIGHT.
 OT0884'THE STATION IS LOCATED 22.7 M (74.5 FT) NORTH-NORTHWEST FROM THE END
 OT0884'AND CENTER OF RUNWAY AND 0.3 M (1.0 FT) SOUTH-SOUTHEAST FROM A SHORT
 OT0884'FIBERGLASS WITNESS POST.
 OT0884
 OT0884                          STATION RECOVERY (1993)
 OT0884
 OT0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0884'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0884'IN PINE RIDGE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG THE PINE RIDGE
 OT0884'AIRPORT ENTRANCE ROAD AND A TAXIWAY, THENCE 0.6 KM (0.35 MI) WESTERLY
 OT0884'ALONG A RUNWAY, 22.7 M (74.5 FT) NORTH OF THE CENTER OF THE WEST END
 OT0884'OF THE RUNWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OT0884'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OT0884'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OT0884'THE MONUMENT IS ON PROPERTY OWNED BY THE OGLALA SIOUX TRIBE, PINE
 OT0884'RIDGE, SD 57770.  CONTACT--DENNIS BREWER--AIRPORT MANAGER.  CONTACT
 OT0884'MUST BE MADE AT THE HIGHWAY YARD, TELEPHONE NUMBER (605) 867-5171.
 OT0884
 OT0884                          STATION RECOVERY (2008)
 OT0884
 OT0884'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 OT0884'RECOVERED AS DESCRIBED.
 OT0884
 OT0884                          STATION RECOVERY (2011)
 OT0884
 OT0884'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 OT0884'AIRPORT MANAGER IS JUSTIN POURIER.  WITNESS POST HAS BEEN REMOVED.
 OT0884
 OT0884                          STATION RECOVERY (2012)
 OT0884
 OT0884'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1096 ***********************************************************************
 OR1096  DESIGNATION -  FAA 9D1 A
 OR1096  PID         -  OR1096
 OR1096  STATE/COUNTY-  SD/GREGORY
 OR1096  COUNTRY     -  US
 OR1096  USGS QUAD   -  GREGORY (2017)
 OR1096
 OR1096                         *CURRENT SURVEY CONTROL
 OR1096  ______________________________________________________________________
 OR1096* NAD 83(1996) POSITION- 43 13 20.34845(N) 099 24 17.62674(W)   ADJUSTED
 OR1096* NAD 83(1996) ELLIP HT-   634.382 (meters)        (01/23/98)   ADJUSTED
 OR1096* NAVD 88 ORTHO HEIGHT -   660.026 (meters)     2165.44  (feet) ADJUSTED
 OR1096  ______________________________________________________________________
 OR1096  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 OR1096  NAD 83(1996) X  -   -760,762.439 (meters)                     COMP
 OR1096  NAD 83(1996) Y  - -4,592,957.456 (meters)                     COMP
 OR1096  NAD 83(1996) Z  -  4,345,966.824 (meters)                     COMP
 OR1096  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 OR1096  DYNAMIC HEIGHT  -        659.774 (meters)     2164.61  (feet) COMP
 OR1096  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 OR1096
 OR1096  HORZ ORDER      -  THIRD
 OR1096  VERT ORDER      -  FIRST     CLASS II
 OR1096  ELLP ORDER      -  FOURTH    CLASS I
 OR1096
 OR1096.The horizontal coordinates were established by GPS observations
 OR1096.and adjusted by the National Geodetic Survey in January 1998.
 OR1096
 OR1096.The orthometric height was determined by differential leveling and
 OR1096.adjusted by the NATIONAL GEODETIC SURVEY
 OR1096.in June 1994.
 OR1096
 OR1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1096.GEOID18 height accuracy estimate available here.
 OR1096
 OR1096.Click photographs - Photos may exist for this station.
 OR1096
 OR1096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1096
 OR1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1096
 OR1096.The ellipsoidal height was determined by GPS observations
 OR1096.and is referenced to NAD 83.
 OR1096
 OR1096.The dynamic height is computed by dividing the NAVD 88
 OR1096.geopotential number by the normal gravity value computed on the
 OR1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1096.degrees latitude (g = 980.6199 gals.).
 OR1096
 OR1096.The modeled gravity was interpolated from observed gravity values.
 OR1096
 OR1096. The following values were computed from the NAD 83(1996) position.
 OR1096
 OR1096;                    North         East     Units Scale Factor Converg.
 OR1096;SPC SD S     -    99,179.901   675,425.331   MT  0.99993062   +0 38 25.7
 OR1096;SPC SD S     -   325,392.73  2,215,957.94   sFT  0.99993062   +0 38 25.7
 OR1096;UTM  14      - 4,785,582.996   467,116.786   MT  0.99961330   -0 16 38.2
 OR1096
 OR1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1096!SPC SD S     -   0.99990053  x   0.99993062  =   0.99983115
 OR1096!UTM  14      -   0.99990053  x   0.99961330  =   0.99951386
 OR1096
 OR1096:                Primary Azimuth Mark                     Grid Az
 OR1096:SPC SD S     -  FAA 9D1 B                                133 55 59.6
 OR1096:UTM  14      -  FAA 9D1 B                                134 51 03.5
 OR1096
 OR1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6711685582(NAD 83)
 OR1096
 OR1096|---------------------------------------------------------------------|
 OR1096| PID    Reference Object                     Distance      Geod. Az  |
 OR1096|                                                           dddmmss.s |
 OR1096| OR1097 FAA 9D1 B                           APPROX. 0.6 KM 1343425.3 |
 OR1096|---------------------------------------------------------------------|
 OR1096
 OR1096                          SUPERSEDED SURVEY CONTROL
 OR1096
 OR1096  NAD 83(1995)-  43 13 20.34712(N)    099 24 17.63202(W) AD(       ) 3
 OR1096  NAD 83(1986)-  43 13 20.34721(N)    099 24 17.63643(W) AD(       ) 3
 OR1096  NGVD 29 (02/28/92)  659.7    (m)  GEOID90  model used  GPS OBS        
 OR1096
 OR1096.Superseded values are not recommended for survey control.
 OR1096
 OR1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1096.See file dsdata.pdf to determine how the superseded data were derived.
 OR1096
 OR1096_MARKER: I = METAL ROD
 OR1096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1096_STAMPING: FAA 9D1 A 1991
 OR1096_MARK LOGO: NGS
 OR1096_PROJECTION: RECESSED 2 CENTIMETERS
 OR1096_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1096+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1096_ROD/PIPE-DEPTH: 7.3 meters
 OR1096_SLEEVE-DEPTH  : 0.9 meters
 OR1096
 OR1096  HISTORY     - Date     Condition        Report By
 OR1096  HISTORY     - 1991     MONUMENTED       NGS
 OR1096  HISTORY     - 19930919 GOOD             NGS
 OR1096
 OR1096                          STATION DESCRIPTION
 OR1096
 OR1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1096'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) EAST OF GREGORY, AT THE
 OR1096'GREGORY MUNICIPAL AIRPORT AND IN THE SOUTH ANGLE OF THE INTERSECTION
 OR1096'OF THE MAIN CONNECTING TAXI AND THE SINGLE ASPHALT RUNWAY.
 OR1096'OWNERSHIP--CITY OF GREGORY, P.O. BOX 436, GREGORY, SD 57533. AIRPORT
 OR1096'MANAGER IS GEORGE GRUBBS, PHONE 605-835-9978 OR (HOME) 605-835-9623.
 OR1096'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 OR1096'HIGHWAY 47 IN GREGORY, GO SOUTHEAST ON HIGHWAY 18 FOR 2.55 KM
 OR1096'(1.58 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 OR1096'NORTH, ON AIRPORT ACCESS ROAD FOR 0.36 KM (0.22 MI) TO A GATE IN THE
 OR1096'FENCE ON THE EAST SIDE OF AIRPORT OFFICE.  PASS THROUGH GATE AND GO
 OR1096'NORTHEAST ACROSS APRON AND TAXI FOR 0.18 KM (0.11 MI) TO THE STATION
 OR1096'ON THE RIGHT JUST BEFORE REACHING RUNWAY.
 OR1096'THE STATION IS LOCATED 64.3 M (211.0 FT) NORTH FROM THE WINDSOCK, 22.6
 OR1096'M (74.1 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 22.0 M
 OR1096'(72.2 FT) SOUTHEAST FROM THE CENTER OF THE TAXI AND 15.7 M (51.5 FT)
 OR1096'SOUTH FROM A BLUE TAXI LIGHT.
 OR1096
 OR1096                          STATION RECOVERY (1993)
 OR1096
 OR1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR1096'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1096'STATE HIGHWAY 47 IN GREGORY, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 OR1096'THE AIRPORT ENTRANCE ROAD, AN APRON, AND TAXIWAY, 64.3 M (211.0 FT)
 OR1096'NORTH OF A WINDSOCK, 22.6 M (74.1 FT) SOUTHWEST OF THE CENTER OF A
 OR1096'RUNWAY, 22.0 M (72.2 FT) SOUTHEAST OF THE CENTER OF THE TAXIWAY, AND
 OR1096'15.7 M (51.5 FT) SOUTH OF A BLUE TAXIWAY LIGHT.  NOTE--ACCESS TO THE
 OR1096'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OR1096'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY
 OR1096'OWNED BY THE CITY OF GREGORY.  CONTACT--GEORGE GRUBBS--AIRPORT
 OR1096'MANAGER, P.O. BOX 436, GREGORY, SD 57533, TELEPHONE NUMBER (605)
 OR1096'835-9978.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1097 ***********************************************************************
 OR1097  DESIGNATION -  FAA 9D1 B
 OR1097  PID         -  OR1097
 OR1097  STATE/COUNTY-  SD/GREGORY
 OR1097  COUNTRY     -  US
 OR1097  USGS QUAD   -  GREGORY (2017)
 OR1097
 OR1097                         *CURRENT SURVEY CONTROL
 OR1097  ______________________________________________________________________
 OR1097* NAD 83(1996) POSITION- 43 13 07.48159(N) 099 23 59.77027(W)   ADJUSTED
 OR1097* NAD 83(1996) ELLIP HT-   632.655 (meters)        (01/23/98)   ADJUSTED
 OR1097* NAVD 88 ORTHO HEIGHT -   658.290 (meters)     2159.74  (feet) ADJUSTED
 OR1097  ______________________________________________________________________
 OR1097  GEOID HEIGHT    -        -25.683 (meters)                     GEOID18
 OR1097  NAD 83(1996) X  -   -760,409.031 (meters)                     COMP
 OR1097  NAD 83(1996) Y  - -4,593,290.353 (meters)                     COMP
 OR1097  NAD 83(1996) Z  -  4,345,676.255 (meters)                     COMP
 OR1097  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 OR1097  DYNAMIC HEIGHT  -        658.038 (meters)     2158.91  (feet) COMP
 OR1097  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 OR1097
 OR1097  HORZ ORDER      -  THIRD
 OR1097  VERT ORDER      -  FIRST     CLASS II
 OR1097  ELLP ORDER      -  FOURTH    CLASS I
 OR1097
 OR1097.The horizontal coordinates were established by GPS observations
 OR1097.and adjusted by the National Geodetic Survey in January 1998.
 OR1097
 OR1097.The orthometric height was determined by differential leveling and
 OR1097.adjusted by the NATIONAL GEODETIC SURVEY
 OR1097.in June 1994.
 OR1097
 OR1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1097.GEOID18 height accuracy estimate available here.
 OR1097
 OR1097.Click photographs - Photos may exist for this station.
 OR1097
 OR1097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1097
 OR1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1097
 OR1097.The ellipsoidal height was determined by GPS observations
 OR1097.and is referenced to NAD 83.
 OR1097
 OR1097.The dynamic height is computed by dividing the NAVD 88
 OR1097.geopotential number by the normal gravity value computed on the
 OR1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1097.degrees latitude (g = 980.6199 gals.).
 OR1097
 OR1097.The modeled gravity was interpolated from observed gravity values.
 OR1097
 OR1097. The following values were computed from the NAD 83(1996) position.
 OR1097
 OR1097;                    North         East     Units Scale Factor Converg.
 OR1097;SPC SD S     -    98,787.395   675,832.733   MT  0.99993106   +0 38 38.1
 OR1097;SPC SD S     -   324,104.98  2,217,294.56   sFT  0.99993106   +0 38 38.1
 OR1097;UTM  14      - 4,785,184.142   467,517.721   MT  0.99961298   -0 16 25.9
 OR1097
 OR1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1097!SPC SD S     -   0.99990080  x   0.99993106  =   0.99983186
 OR1097!UTM  14      -   0.99990080  x   0.99961298  =   0.99951382
 OR1097
 OR1097:                Primary Azimuth Mark                     Grid Az
 OR1097:SPC SD S     -  FAA 9D1 A                                313 55 59.4
 OR1097:UTM  14      -  FAA 9D1 A                                314 51 03.4
 OR1097
 OR1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6751785184(NAD 83)
 OR1097
 OR1097|---------------------------------------------------------------------|
 OR1097| PID    Reference Object                     Distance      Geod. Az  |
 OR1097|                                                           dddmmss.s |
 OR1097| OR1096 FAA 9D1 A                           APPROX. 0.6 KM 3143437.5 |
 OR1097|---------------------------------------------------------------------|
 OR1097
 OR1097                          SUPERSEDED SURVEY CONTROL
 OR1097
 OR1097  NAD 83(1995)-  43 13 07.48026(N)    099 23 59.77554(W) AD(       ) 3
 OR1097  NAD 83(1986)-  43 13 07.48036(N)    099 23 59.77995(W) AD(       ) 3
 OR1097  NGVD 29 (02/28/92)  657.9    (m)  GEOID90  model used  GPS OBS        
 OR1097
 OR1097.Superseded values are not recommended for survey control.
 OR1097
 OR1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1097.See file dsdata.pdf to determine how the superseded data were derived.
 OR1097
 OR1097_MARKER: I = METAL ROD
 OR1097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1097_STAMPING: FAA 9D1 B 1991
 OR1097_MARK LOGO: NGS
 OR1097_PROJECTION: RECESSED 3 CENTIMETERS
 OR1097_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1097+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR1097_ROD/PIPE-DEPTH: 7.3 meters
 OR1097_SLEEVE-DEPTH  : 0.8 meters
 OR1097
 OR1097  HISTORY     - Date     Condition        Report By
 OR1097  HISTORY     - 1991     MONUMENTED       NGS
 OR1097  HISTORY     - 19930919 GOOD             NGS
 OR1097
 OR1097                          STATION DESCRIPTION
 OR1097
 OR1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1097'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) EAST OF GREGORY, AT THE
 OR1097'GREGORY MUNICIPAL AIRPORT AND NEAR THE SOUTHEAST END OF THE SINGLE
 OR1097'ASPHALT RUNWAY. OWNERSHIP--CITY OF GREGORY, P.O. BOX 436, GREGORY, SD
 OR1097'57533.  AIRPORT MANAGER IS GEORGE GRUBBS, PHONE 605-835-9978 OR
 OR1097'(HOME) 605-835-9623.
 OR1097'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 OR1097'HIGHWAY 47 IN GREGORY, GO SOUTHEAST ON HIGHWAY 18 FOR 2.55 KM
 OR1097'(1.58 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 OR1097'NORTH, ON AIRPORT ACCESS ROAD FOR 0.36 KM (0.22 MI) TO A GATE IN THE
 OR1097'FENCE ON THE EAST SIDE OF AIRPORT OFFICE.  PASS THROUGH GATE AND GO
 OR1097'NORTHEAST ACROSS APRON AND TAXI FOR 0.18 KM (0.11 MI) TO THE JUNCTION
 OR1097'OF THE RUNWAY.  TURN RIGHT, SOUTHWEST, ON THE RUNWAY FOR 0.61 KM
 OR1097'(0.38 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE
 OR1097'SOUTHEAST END OF THE RUNWAY.
 OR1097'THE STATION IS LOCATED 32.4 M (106.3 FT) SOUTH-SOUTHEAST FROM THE
 OR1097'FIRST RUNWAY LIGHT NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY, 31.4
 OR1097'M (103.0 FT) WEST FROM THE CENTER OF THE EXTREME SOUTHEAST END OF THE
 OR1097'RUNWAY AND 24.7 M (81.0 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY.
 OR1097
 OR1097                          STATION RECOVERY (1993)
 OR1097
 OR1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR1097'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1097'STATE HIGHWAY 47 IN GREGORY, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 OR1097'THE AIRPORT ENTRANCE ROAD, AN APRON, AND TAXIWAY, THENCE 0.6 KM (0.35
 OR1097'MI) SOUTHWEST ALONG THE RUNWAY, 32.4 M (106.3 FT) NORTH-NORTHWEST OF
 OR1097'THE 1ST RUNWAY LIGHT SOUTHWEST OF THE SOUTHWEST END OF THE RUNWAY,
 OR1097'31.4 M (103.0 FT) WEST OF THE CENTER OF THE SOUTHEAST END OF THE
 OR1097'RUNWAY, AND 24.7 M (81.0 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY.
 OR1097'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR1097'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1097'THE MARK IS ON PROPERTY OWNED BY THE CITY OF GREGORY.
 OR1097'CONTACT--GEORGE GRUBBS--AIRPORT MANAGER, P.O. BOX 436, GREGORY, SD
 OR1097'57533, TELEPHONE NUMBER (605) 835-9978.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0878 ***********************************************************************
 OS0878  DESIGNATION -  FAA 9V6 A
 OS0878  PID         -  OS0878
 OS0878  STATE/COUNTY-  SD/BENNETT
 OS0878  COUNTRY     -  US
 OS0878  USGS QUAD   -  MARTIN (2017)
 OS0878
 OS0878                         *CURRENT SURVEY CONTROL
 OS0878  ______________________________________________________________________
 OS0878* NAD 83(2011) POSITION- 43 10 06.31941(N) 101 42 56.43695(W)   ADJUSTED
 OS0878* NAD 83(2011) ELLIP HT-   983.694 (meters)        (06/27/12)   ADJUSTED
 OS0878* NAD 83(2011) EPOCH   -  2010.00
 OS0878* NAVD 88 ORTHO HEIGHT -  1003.425 (meters)     3292.07  (feet) ADJUSTED
 OS0878  ______________________________________________________________________
 OS0878  GEOID HEIGHT    -        -19.745 (meters)                     GEOID18
 OS0878  NAD 83(2011) X  -   -946,214.969 (meters)                     COMP
 OS0878  NAD 83(2011) Y  - -4,562,811.829 (meters)                     COMP
 OS0878  NAD 83(2011) Z  -  4,341,840.145 (meters)                     COMP
 OS0878  LAPLACE CORR    -         -6.69  (seconds)                    DEFLEC18
 OS0878  DYNAMIC HEIGHT  -       1003.002 (meters)     3290.68  (feet) COMP
 OS0878  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 OS0878
 OS0878  VERT ORDER      -  FIRST     CLASS II
 OS0878
 OS0878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0878  Standards:
 OS0878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0878  -------------------------------------------------------------------
 OS0878  NETWORK    1.02   2.57           0.48   0.32   1.31     -0.06884447
 OS0878  -------------------------------------------------------------------
 OS0878  Click here for local accuracies and other accuracy information.
 OS0878
 OS0878.This mark is at Martin Airport (9V6)
 OS0878
 OS0878.The horizontal coordinates were established by GPS observations
 OS0878.and adjusted by the National Geodetic Survey in June 2012.
 OS0878
 OS0878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0878.been affixed to the stable North American tectonic plate. See 
 OS0878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0878
 OS0878.The horizontal coordinates are valid at the epoch date displayed above
 OS0878.which is a decimal equivalence of Year/Month/Day.
 OS0878
 OS0878.The orthometric height was determined by differential leveling and
 OS0878.adjusted by the NATIONAL GEODETIC SURVEY
 OS0878.in June 1994.
 OS0878
 OS0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0878.GEOID18 height accuracy estimate available here.
 OS0878
 OS0878.Click photographs - Photos may exist for this station.
 OS0878
 OS0878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0878
 OS0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0878
 OS0878.The ellipsoidal height was determined by GPS observations
 OS0878.and is referenced to NAD 83.
 OS0878
 OS0878.The dynamic height is computed by dividing the NAVD 88
 OS0878.geopotential number by the normal gravity value computed on the
 OS0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0878.degrees latitude (g = 980.6199 gals.).
 OS0878
 OS0878.The modeled gravity was interpolated from observed gravity values.
 OS0878
 OS0878. The following values were computed from the NAD 83(2011) position.
 OS0878
 OS0878;                    North         East     Units Scale Factor Converg.
 OS0878;SPC SD S     -    93,706.325   487,602.933   MT  0.99993752   -0 57 13.0
 OS0878;SPC SD S     -   307,434.83  1,599,743.96   sFT  0.99993752   -0 57 13.0
 OS0878;UTM  14      - 4,783,098.557   279,249.774   MT  1.00019950   -1 51 31.2
 OS0878
 OS0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0878!SPC SD S     -   0.99984576  x   0.99993752  =   0.99978329
 OS0878!UTM  14      -   0.99984576  x   1.00019950  =   1.00004523
 OS0878
 OS0878:                Primary Azimuth Mark                     Grid Az
 OS0878:SPC SD S     -  FAA 9V6 B                                146 32 43.9
 OS0878:UTM  14      -  FAA 9V6 B                                147 27 02.1
 OS0878
 OS0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7924983098(NAD 83)
 OS0878
 OS0878|---------------------------------------------------------------------|
 OS0878| PID    Reference Object                     Distance      Geod. Az  |
 OS0878|                                                           dddmmss.s |
 OS0878| OS0879 FAA 9V6 B                           APPROX. 0.9 KM 1453530.9 |
 OS0878|---------------------------------------------------------------------|
 OS0878
 OS0878                          SUPERSEDED SURVEY CONTROL
 OS0878
 OS0878  NAD 83(2007)-  43 10 06.31931(N)    101 42 56.43805(W) AD(2002.00) 0
 OS0878  ELLIP H (02/10/07)  983.722  (m)                       GP(2002.00)    
 OS0878  ELLIP H (04/15/04)  983.711  (m)                       GP(       ) 2 1
 OS0878  NAD 83(1996)-  43 10 06.31871(N)    101 42 56.43814(W) AD(       ) B
 OS0878  ELLIP H (04/18/97)  983.754  (m)                       GP(       ) 4 1
 OS0878  NAD 83(1986)-  43 10 06.30984(N)    101 42 56.44213(W) AD(       ) 3
 OS0878  NAVD 88            1003.43   (m)         3292.1    (f) LEVELING    3  
 OS0878  NGVD 29 (02/28/92) 1003.0    (m)  GEOID90  model used  GPS OBS        
 OS0878
 OS0878.Superseded values are not recommended for survey control.
 OS0878
 OS0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0878.See file dsdata.pdf to determine how the superseded data were derived.
 OS0878
 OS0878_MARKER: I = METAL ROD
 OS0878_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0878_STAMPING: FAA 9V6 A 1991
 OS0878_MARK LOGO: NGS
 OS0878_PROJECTION: FLUSH
 OS0878_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0878+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS0878_ROD/PIPE-DEPTH: 4.0 meters
 OS0878_SLEEVE-DEPTH  : 0.9 meters
 OS0878
 OS0878  HISTORY     - Date     Condition        Report By
 OS0878  HISTORY     - 1991     MONUMENTED       NGS
 OS0878  HISTORY     - 19931004 GOOD             NGS
 OS0878  HISTORY     - 19960801 GOOD             NGS
 OS0878  HISTORY     - 20121204 GOOD             INDIV
 OS0878
 OS0878                          STATION DESCRIPTION
 OS0878
 OS0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0878'THE STATION IS LOCATED ABOUT 1.37 KM (0.85 MI) EAST OF MARTIN, AT THE
 OS0878'MARTIN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MARTIN, P.O. BOX 687,
 OS0878'MARTIN, SD 57551.  AIRPORT MANAGER IS JACK AUDIS, PHONE 605-685-6197,
 OS0878'OR JOHN HEFFTLY, PHONE 605-685-6713.
 OS0878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 OS0878'ROUTE 73 SOUTH, LOCATED ON THE SOUTH SIDE OF MARTIN, GO EAST ON
 OS0878'HIGHWAY 18 FOR 0.8 KM (0.5 MI) TO GRAVEL AIRPORT ENTRANCE ROAD ON THE
 OS0878'RIGHT.  TURN RIGHT, SOUTH-SOUTHWEST, ON ENTRANCE ROAD FOR 0.56 KM
 OS0878'(0.35 MI) TO A GATE. PASS THROUGH GATE AND GO NORTHWEST CROSSING
 OS0878'APRON AND TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY
 OS0878'AND THE STATION ON THE RIGHT.
 OS0878'THE STATION IS LOCATED 29.1 M (95.5 FT) SOUTHWEST FROM THE RUNWAY
 OS0878'CENTER, 20.1 M (65.9 FT) SOUTHEAST FROM THE TAXI CENTER, 16.0 M
 OS0878'(52.5 FT) SOUTHWEST FROM THE SOUTHWESTERLY ONE OF TWO TAXI LIGHTS AND
 OS0878'0.3 M (1.0 FT) NORTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 OS0878
 OS0878                          STATION RECOVERY (1993)
 OS0878
 OS0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0878'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0878'STATE HIGHWAY 72 IN MARTIN, THENCE 0.5 KM (0.30 MI) SOUTHEAST ALONG A
 OS0878'GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A TAXIWAY, 29.1
 OS0878'M (95.5 FT) SOUTHWEST OF THE CENTER OF A RUNWAY, 20.1 M (65.9 FT)
 OS0878'SOUTHEAST OF THE TAXIWAY CENTER, 16.0 M (52.5 FT) SOUTHWEST OF THE
 OS0878'MOST SOUTHWESTERLY OF 2 TAXIWAY LIGHTS, AND 0.3 M (1.0 FT) NORTHWEST
 OS0878'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0878'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OS0878'FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY THE CITY OF
 OS0878'MARTIN, P.O. BOX 687, MARTIN, SD 57551.  CONTACT--JACK
 OS0878'AUDIS--AIRPORT MANAGER, TELEPHONE NUMBER (605) 685-6197.
 OS0878
 OS0878                          STATION RECOVERY (1996)
 OS0878
 OS0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0878'THE STATION IS LOCATED ON THE MARTIN MUNICIPAL AIRPORT. OWNERSHIP--THE
 OS0878'CITY OF MARTIN, P.O. BOX 687, MARTIN, SD 57551. CONTACT AIRPORT
 OS0878'MANAGER, JACK AUDISS, TELEPHONE NUMBER (605) 695-6000 OR (605)
 OS0878'695-6197.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 OS0878'AND STATE HIGHWAY 73 IN MARTIN, GO EAST ON U.S. HIGHWAY 18 FOR 0.5 MI
 OS0878'(0.8 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO
 OS0878'SOUTH-SOUTHEAST ON THE ENTRANCE ROAD FOR 0.4 MI (0.6 KM) TO A GATE,
 OS0878'PASS THROUGH THE GATE AND GO 0.05 MI (0.08 KM) CROSSING AND APRON AND
 OS0878'A TAXIWAY TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 95.8 FT
 OS0878'(29.2 M) SOUTHWEST OF THE RUNWAY CENTERLINE, 65.9 FT (20.1 M)
 OS0878'SOUTHEAST OF THE TAXIWAY CENTERLINE, 52.5 FT (16.0 M) SOUTH-SOUTHWEST
 OS0878'OF THE MOST SOUTHWESTERLY OF 2 TAXIWAY LIGHTS, 13.7 FT (4.2 M) NORTH
 OS0878'OF THE SOUTH END OF A CULVERT, AND 1.4 FT (0.4 M) NORTHWEST OF A
 OS0878'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0878'LOGO CAP.
 OS0878
 OS0878                          STATION RECOVERY (2012)
 OS0878
 OS0878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0879 ***********************************************************************
 OS0879  DESIGNATION -  FAA 9V6 B
 OS0879  PID         -  OS0879
 OS0879  STATE/COUNTY-  SD/BENNETT
 OS0879  COUNTRY     -  US
 OS0879  USGS QUAD   -  MARTIN (2017)
 OS0879
 OS0879                         *CURRENT SURVEY CONTROL
 OS0879  ______________________________________________________________________
 OS0879* NAD 83(1996) POSITION- 43 09 42.29317(N) 101 42 33.95962(W)   ADJUSTED
 OS0879* NAD 83(1996) ELLIP HT-   979.079 (meters)        (01/23/98)   ADJUSTED
 OS0879* NAVD 88 ORTHO HEIGHT -   998.752 (meters)     3276.74  (feet) ADJUSTED
 OS0879  ______________________________________________________________________
 OS0879  GEOID HEIGHT    -        -19.750 (meters)                     GEOID18
 OS0879  NAD 83(1996) X  -   -945,820.013 (meters)                     COMP
 OS0879  NAD 83(1996) Y  - -4,563,408.366 (meters)                     COMP
 OS0879  NAD 83(1996) Z  -  4,341,296.102 (meters)                     COMP
 OS0879  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 OS0879  DYNAMIC HEIGHT  -        998.331 (meters)     3275.36  (feet) COMP
 OS0879  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 OS0879
 OS0879  HORZ ORDER      -  THIRD
 OS0879  VERT ORDER      -  FIRST     CLASS II
 OS0879  ELLP ORDER      -  FOURTH    CLASS I
 OS0879
 OS0879.This mark is at Martin Airport (9V6)
 OS0879
 OS0879.The horizontal coordinates were established by GPS observations
 OS0879.and adjusted by the National Geodetic Survey in January 1998.
 OS0879
 OS0879.The orthometric height was determined by differential leveling and
 OS0879.adjusted by the NATIONAL GEODETIC SURVEY
 OS0879.in June 1994.
 OS0879
 OS0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0879.GEOID18 height accuracy estimate available here.
 OS0879
 OS0879.Click photographs - Photos may exist for this station.
 OS0879
 OS0879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0879
 OS0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0879
 OS0879.The ellipsoidal height was determined by GPS observations
 OS0879.and is referenced to NAD 83.
 OS0879
 OS0879.The dynamic height is computed by dividing the NAVD 88
 OS0879.geopotential number by the normal gravity value computed on the
 OS0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0879.degrees latitude (g = 980.6199 gals.).
 OS0879
 OS0879.The modeled gravity was interpolated from observed gravity values.
 OS0879
 OS0879. The following values were computed from the NAD 83(1996) position.
 OS0879
 OS0879;                    North         East     Units Scale Factor Converg.
 OS0879;SPC SD S     -    92,956.593   488,098.273   MT  0.99993844   -0 56 57.5
 OS0879;SPC SD S     -   304,975.09  1,601,369.08   sFT  0.99993844   -0 56 57.5
 OS0879;UTM  14      - 4,782,340.898   279,733.337   MT  1.00019688   -1 51 15.0
 OS0879
 OS0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0879!SPC SD S     -   0.99984648  x   0.99993844  =   0.99978493
 OS0879!UTM  14      -   0.99984648  x   1.00019688  =   1.00004333
 OS0879
 OS0879:                Primary Azimuth Mark                     Grid Az
 OS0879:SPC SD S     -  FAA 9V6 A                                326 32 43.8
 OS0879:UTM  14      -  FAA 9V6 A                                327 27 01.3
 OS0879
 OS0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7973382340(NAD 83)
 OS0879
 OS0879|---------------------------------------------------------------------|
 OS0879| PID    Reference Object                     Distance      Geod. Az  |
 OS0879|                                                           dddmmss.s |
 OS0879| OS0878 FAA 9V6 A                           APPROX. 0.9 KM 3253546.3 |
 OS0879|---------------------------------------------------------------------|
 OS0879
 OS0879                          SUPERSEDED SURVEY CONTROL
 OS0879
 OS0879  NAD 83(1986)-  43 09 42.28430(N)    101 42 33.96362(W) AD(       ) 3
 OS0879  NGVD 29 (02/28/92)  998.3    (m)  GEOID90  model used  GPS OBS        
 OS0879
 OS0879.Superseded values are not recommended for survey control.
 OS0879
 OS0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0879.See file dsdata.pdf to determine how the superseded data were derived.
 OS0879
 OS0879_MARKER: I = METAL ROD
 OS0879_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0879_STAMPING: FAA 9V6 B 1991
 OS0879_MARK LOGO: NGS
 OS0879_PROJECTION: FLUSH
 OS0879_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0879+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1993
 OS0879_ROD/PIPE-DEPTH: 4.4 meters
 OS0879_SLEEVE-DEPTH  : 0.9 meters
 OS0879
 OS0879  HISTORY     - Date     Condition        Report By
 OS0879  HISTORY     - 1991     MONUMENTED       NGS
 OS0879  HISTORY     - 19931004 GOOD             NGS
 OS0879
 OS0879                          STATION DESCRIPTION
 OS0879
 OS0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0879'THE STATION IS LOCATED ABOUT 1.37 KM (0.85 MI) EAST OF MARTIN, AT THE
 OS0879'MARTIN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MARTIN, P.O. BOX 687,
 OS0879'MARTIN, SD 57551.  AIRPORT MANAGER IS JACK AUDIS, PHONE 605-685-6197,
 OS0879'OR JOHN HEFFTLY, PHONE 605-685-6713.
 OS0879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 OS0879'ROUTE 73 SOUTH, LOCATED ON THE SOUTH SIDE OF MARTIN, GO EAST ON
 OS0879'HIGHWAY 18 FOR 0.8 KM (0.5 MI) TO GRAVEL AIRPORT ENTRANCE ROAD ON THE
 OS0879'RIGHT.  TURN RIGHT, SOUTH-SOUTHWEST, ON ENTRANCE ROAD FOR 0.56 KM
 OS0879'(0.35 MI) TO A GATE. PASS THROUGH GATE AND GO NORTHWEST CROSSING
 OS0879'APRON AND TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY.
 OS0879'TURN RIGHT, SOUTHEAST, ON RUNWAY FOR 0.88 KM (0.55 MI) TO THE STATION
 OS0879'ON THE RIGHT.
 OS0879'THE STATION IS LOCATED 21.5 M (70.5 FT) SOUTHWEST FROM THE RUNWAY
 OS0879'CENTER, 10.9 M (35.8 FT) SOUTHWEST FROM A RUNWAY LIGHT AND 0.3 M
 OS0879'(1.0 FT) NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
 OS0879
 OS0879                          STATION RECOVERY (1993)
 OS0879
 OS0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0879'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0879'STATE HIGHWAY 72 IN MARTIN, THENCE 0.5 KM (0.30 MI) SOUTHEAST ALONG A
 OS0879'GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A TAXIWAY,
 OS0879'THENCE 0.9 KM (0.55 MI) SOUTHEASTERLY ALONG A RUNWAY, 21.5 M (70.5
 OS0879'FT) SOUTHWEST OF THE CENTER OF A RUNWAY, 10.9 M (35.8 FT) SOUTHWEST
 OS0879'OF A RUNWAY LIGHT, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 OS0879'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0879'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0879'THE MARK IS ON PROPERTY OWNED BY THE CITY OF MARTIN, P.O. BOX 687,
 OS0879'MARTIN, SD 57551.  CONTACT--JACK AUDIS--AIRPORT MANAGER, TELEPHONE
 OS0879'NUMBER (605) 685-6197.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1100 ***********************************************************************
 OR1100  CBN         -  This is a Cooperative Base Network Control Station.
 OR1100  PACS        -  This is a Primary Airport Control Station.
 OR1100  DESIGNATION -  FAA 9V9 A
 OR1100  PID         -  OR1100
 OR1100  STATE/COUNTY-  SD/BRULE
 OR1100  COUNTRY     -  US
 OR1100  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1100
 OR1100                         *CURRENT SURVEY CONTROL
 OR1100  ______________________________________________________________________
 OR1100* NAD 83(2011) POSITION- 43 45 53.53611(N) 099 19 11.29126(W)   ADJUSTED
 OR1100* NAD 83(2011) ELLIP HT-   486.486 (meters)        (06/27/12)   ADJUSTED
 OR1100* NAD 83(2011) EPOCH   -  2010.00
 OR1100* NAVD 88 ORTHO HEIGHT -   512.17  (meters)     1680.3   (feet) GPS OBS
 OR1100  ______________________________________________________________________
 OR1100  NAVD 88 orthometric height was determined with geoid model    GEOID96
 OR1100  GEOID HEIGHT    -        -25.613 (meters)                     GEOID96
 OR1100  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 OR1100  NAD 83(2011) X  -   -747,203.579 (meters)                     COMP
 OR1100  NAD 83(2011) Y  - -4,553,032.252 (meters)                     COMP
 OR1100  NAD 83(2011) Z  -  4,389,598.066 (meters)                     COMP
 OR1100  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 OR1100
 OR1100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1100  Standards:
 OR1100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1100  -------------------------------------------------------------------
 OR1100  NETWORK    1.04   3.21           0.49   0.33   1.64     -0.07947533
 OR1100  -------------------------------------------------------------------
 OR1100  Click here for local accuracies and other accuracy information.
 OR1100
 OR1100.This mark is at Chamberlain Airport (9V9)
 OR1100
 OR1100.The horizontal coordinates were established by GPS observations
 OR1100.and adjusted by the National Geodetic Survey in June 2012.
 OR1100
 OR1100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1100.been affixed to the stable North American tectonic plate. See 
 OR1100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1100
 OR1100.The horizontal coordinates are valid at the epoch date displayed above
 OR1100.which is a decimal equivalence of Year/Month/Day.
 OR1100
 OR1100.The orthometric height was determined by GPS observations and a
 OR1100.high-resolution geoid model.
 OR1100
 OR1100.GPS derived orthometric heights for airport stations designated as
 OR1100.PACS or SACS are published to 2 decimal places.  This maintains
 OR1100.centimeter relative accuracy between the PACS and SACS.  It does
 OR1100.not indicate centimeter accuracy relative to other marks which are
 OR1100.part of the published vertical control network.
 OR1100
 OR1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1100.GEOID18 height accuracy estimate available here.
 OR1100
 OR1100.Click photographs - Photos may exist for this station.
 OR1100
 OR1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1100
 OR1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1100
 OR1100.The ellipsoidal height was determined by GPS observations
 OR1100.and is referenced to NAD 83.
 OR1100
 OR1100. The following values were computed from the NAD 83(2011) position.
 OR1100
 OR1100;                    North         East     Units Scale Factor Converg.
 OR1100;SPC SD S     -   159,529.805   681,602.385   MT  0.99991013   +0 41 57.1
 OR1100;SPC SD S     -   523,390.70  2,236,223.82   sFT  0.99991013   +0 41 57.1
 OR1100;UTM  14      - 4,845,807.826   474,259.023   MT  0.99960815   -0 13 16.4
 OR1100
 OR1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1100!SPC SD S     -   0.99992372  x   0.99991013  =   0.99983386
 OR1100!UTM  14      -   0.99992372  x   0.99960815  =   0.99953190
 OR1100
 OR1100:                Primary Azimuth Mark                     Grid Az
 OR1100:SPC SD S     -  FAA 9V9 B                                141 34 57.1
 OR1100:UTM  14      -  FAA 9V9 B                                142 30 10.6
 OR1100
 OR1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7425945807(NAD 83)
 OR1100
 OR1100|---------------------------------------------------------------------|
 OR1100| PID    Reference Object                     Distance      Geod. Az  |
 OR1100|                                                           dddmmss.s |
 OR1100| OR1101 FAA 9V9 B                           471.671 METERS 1421654.2 |
 OR1100|---------------------------------------------------------------------|
 OR1100
 OR1100                          SUPERSEDED SURVEY CONTROL
 OR1100
 OR1100  NAD 83(2007)-  43 45 53.53626(N)    099 19 11.29210(W) AD(2002.00) 0
 OR1100  ELLIP H (02/10/07)  486.519  (m)                       GP(2002.00)    
 OR1100  ELLIP H (04/15/04)  486.499  (m)                       GP(       ) 2 1
 OR1100  NAD 83(1996)-  43 45 53.53575(N)    099 19 11.29190(W) AD(       ) B
 OR1100  ELLIP H (04/18/97)  486.549  (m)                       GP(       ) 4 1
 OR1100  NAD 83(1986)-  43 45 53.53406(N)    099 19 11.30027(W) AD(       ) 3
 OR1100  NGVD 29 (02/28/92)  511.87   (m)  GEOID90  model used  GPS OBS        
 OR1100
 OR1100.Superseded values are not recommended for survey control.
 OR1100
 OR1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1100.See file dsdata.pdf to determine how the superseded data were derived.
 OR1100
 OR1100_MARKER: I = METAL ROD
 OR1100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1100_STAMPING: FAA 9V9 A 1991
 OR1100_MARK LOGO: NGS
 OR1100_PROJECTION: FLUSH
 OR1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1100+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 OR1100_ROD/PIPE-DEPTH: 6.1 meters
 OR1100_SLEEVE-DEPTH  : 0.9 meters
 OR1100
 OR1100  HISTORY     - Date     Condition        Report By
 OR1100  HISTORY     - 1991     MONUMENTED       NGS
 OR1100  HISTORY     - 19950925 GOOD             NGS
 OR1100
 OR1100                          STATION DESCRIPTION
 OR1100
 OR1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1100'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF CHAMBERLAIN, AT
 OR1100'THE CHAMBERLAIN MUNICIPAL AIRPORT AND IN THE EAST ANGLE OF THE
 OR1100'JUNCTION OF THE MAIN CONNECTING TAXI AND SINGLE ASPHALT RUNWAY.
 OR1100'OWNERSHIP--CITY OF CHAMBERLAIN, P.O. BOX 66, CHAMBERLAIN, SD 57325.
 OR1100'AIRPORT MANAGER IS DYRK HRABE, PHONE 605-734-6417 OR 734-5401.
 OR1100'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OR1100'INTERSTATE HIGHWAY 90 BUSINESS (EXIT 265) ABOUT 1.6 KM (1.0 MI) SOUTH
 OR1100'OF CHAMBERLAIN, GO SOUTH ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO THE
 OR1100'GRAVEL AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON
 OR1100'AIRPORT ENTRANCE ROAD FOR 0.56 KM (0.35 MI) TO A GATE ON THE LEFT
 OR1100'JUST BEFORE REACHING AIRPORT OFFICE.  TURN LEFT, SOUTH PASSING
 OR1100'THROUGH GATE, THEN RIGHT, SOUTHWEST AROUND BUILDINGS, ACROSS APRON
 OR1100'AND ON MAIN CONNECTING TAXI FOR 0.16 KM (0.10 MI) TO THE STATION ON
 OR1100'THE LEFT JUST BEFORE REACHING THE RUNWAY.
 OR1100'THE STATION IS LOCATED 34.4 M (112.9 FT) NORTHEAST FROM THE CENTER OF
 OR1100'THE RUNWAY, 30.8 M (101.0 FT) NORTH FROM THE FIRST RUNWAY LIGHT
 OR1100'SOUTHEAST FROM THE JUNCTION OF THE CONNECTING TAXI, 21.0 M (68.9 FT)
 OR1100'SOUTHEAST FROM THE CENTER OF THE TAXI, 19.8 M (65.0 FT) NORTHEAST FROM
 OR1100'THE NORTHEAST ONE OF TWO AND IN LINE WITH THE BLUE TAXI LIGHTS AND
 OR1100'0.5 M (1.6 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 OR1100
 OR1100                          STATION RECOVERY (1995)
 OR1100
 OR1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 OR1100'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF CHAMBERLAIN, AT
 OR1100'THE CHAMBERLAIN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CHAMBERLAIN,
 OR1100'POST OFFICE BOX 66, CHAMBERLAIN, SD 57325.  AIRPORT MANAGER IS DYRK
 OR1100'HRABE, PHONE (605) 734-6417.  TO REACH THE STATION FROM THE JUNCTION
 OR1100'OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 90 BUSINESS (EXIT
 OR1100'265), ABOUT 1.0 MI (1.6 KM) SOUTH OF CHAMBERLAIN, GO SOUTH ON A PAVED
 OR1100'ROAD FOR 0.3 MI (0.5 KM) TO AN AIRPORT ENTRANCE ROAD RIGHT, TURN RIGHT
 OR1100'AND GO WEST ON THE ENTRANCE ROAD FOR 0.35 MI (0.56 KM) TO A GATE ON
 OR1100'THE LEFT JUST BEFORE REACHING THE AIRPORT OFFICE, TURN LEFT PASS
 OR1100'THROUGH THE GATE, THEN TURN RIGHT AND GO SOUTHWEST AROUND A HANGAR AND
 OR1100'ACROSS AN APRON AND ON A CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM) TO
 OR1100'THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.  THE STATION
 OR1100'IS LOCATED 112.9 FT (34.4 M) EAST-NORTHEAST OF THE RUNWAY CENTER,
 OR1100'101.0 FT (30.8 M) NORTH OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE
 OR1100'RUNWAY/TAXIWAY JUNCTION, 68.9 FT (21.0 M) SOUTH-SOUTHEAST OF THE
 OR1100'TAXIWAY CENTER, AND 65.0 FT (19.8 M) EAST-NORTHEAST OF THE MOST
 OR1100'NORTHEASTERLY OF 2 TAXIWAY LIGHTS.  THIS STATION WAS USED AS AN AREA
 OR1100'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.  NOTE--ACCESS TO
 OR1100'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1101 ***********************************************************************
 OR1101  SACS        -  This is a Secondary Airport Control Station.
 OR1101  DESIGNATION -  FAA 9V9 B
 OR1101  PID         -  OR1101
 OR1101  STATE/COUNTY-  SD/BRULE
 OR1101  COUNTRY     -  US
 OR1101  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1101
 OR1101                         *CURRENT SURVEY CONTROL
 OR1101  ______________________________________________________________________
 OR1101* NAD 83(1996) POSITION- 43 45 41.44657(N) 099 18 58.39169(W)   ADJUSTED
 OR1101* NAD 83(1996) ELLIP HT-   485.268 (meters)        (01/23/98)   ADJUSTED
 OR1101* NAVD 88 ORTHO HEIGHT -   510.9   (meters)     1676.    (feet) VERTCON3
 OR1101  ______________________________________________________________________
 OR1101  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 OR1101  NAD 83(1996) X  -   -746,960.476 (meters)                     COMP
 OR1101  NAD 83(1996) Y  - -4,553,332.801 (meters)                     COMP
 OR1101  NAD 83(1996) Z  -  4,389,327.733 (meters)                     COMP
 OR1101  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 OR1101  HORZ ORDER      -  THIRD
 OR1101  ELLP ORDER      -  FOURTH    CLASS I
 OR1101
 OR1101.This mark is at Chamberlain Airport (9V9)
 OR1101
 OR1101.The horizontal coordinates were established by GPS observations
 OR1101.and adjusted by the National Geodetic Survey in January 1998.
 OR1101
 OR1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR1101
 OR1101.GPS derived orthometric heights for airport stations designated as
 OR1101.PACS or SACS are published to 2 decimal places.  This maintains
 OR1101.centimeter relative accuracy between the PACS and SACS.  It does
 OR1101.not indicate centimeter accuracy relative to other marks which are
 OR1101.part of the published vertical control network.
 OR1101
 OR1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1101.GEOID18 height accuracy estimate available here.
 OR1101
 OR1101.Click photographs - Photos may exist for this station.
 OR1101
 OR1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1101
 OR1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1101
 OR1101.The ellipsoidal height was determined by GPS observations
 OR1101.and is referenced to NAD 83.
 OR1101
 OR1101. The following values were computed from the NAD 83(1996) position.
 OR1101
 OR1101;                    North         East     Units Scale Factor Converg.
 OR1101;SPC SD S     -   159,160.271   681,895.435   MT  0.99990998   +0 42 06.0
 OR1101;SPC SD S     -   522,178.32  2,237,185.27   sFT  0.99990998   +0 42 06.0
 OR1101;UTM  14      - 4,845,433.746   474,546.013   MT  0.99960797   -0 13 07.4
 OR1101
 OR1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1101!SPC SD S     -   0.99992391  x   0.99990998  =   0.99983390
 OR1101!UTM  14      -   0.99992391  x   0.99960797  =   0.99953191
 OR1101
 OR1101:                Primary Azimuth Mark                     Grid Az
 OR1101:SPC SD S     -  FAA 9V9 A                                321 34 57.1
 OR1101:UTM  14      -  FAA 9V9 A                                322 30 10.5
 OR1101
 OR1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7454645433(NAD 83)
 OR1101
 OR1101|---------------------------------------------------------------------|
 OR1101| PID    Reference Object                     Distance      Geod. Az  |
 OR1101|                                                           dddmmss.s |
 OR1101| OR1100 FAA 9V9 A                           471.671 METERS 3221703.1 |
 OR1101|---------------------------------------------------------------------|
 OR1101
 OR1101                          SUPERSEDED SURVEY CONTROL
 OR1101
 OR1101  ELLIP H (08/18/97)  485.328  (m)                       GP(       ) 4 1
 OR1101  NAD 83(1986)-  43 45 41.44487(N)    099 18 58.40007(W) AD(       ) 3
 OR1101  NGVD 29 (02/28/92)  510.60   (m)  GEOID90  model used  GPS OBS        
 OR1101
 OR1101.Superseded values are not recommended for survey control.
 OR1101
 OR1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1101.See file dsdata.pdf to determine how the superseded data were derived.
 OR1101
 OR1101_MARKER: I = METAL ROD
 OR1101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1101_STAMPING: FAA 9V9 B 1991
 OR1101_MARK LOGO: NGS
 OR1101_PROJECTION: RECESSED 3 CENTIMETERS
 OR1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1101+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1996
 OR1101_ROD/PIPE-DEPTH: 7.3 meters
 OR1101_SLEEVE-DEPTH  : 0.9 meters
 OR1101
 OR1101  HISTORY     - Date     Condition        Report By
 OR1101  HISTORY     - 1991     MONUMENTED       NGS
 OR1101  HISTORY     - 19960509 GOOD             NGS
 OR1101
 OR1101                          STATION DESCRIPTION
 OR1101
 OR1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1101'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF CHAMBERLAIN, AT
 OR1101'THE CHAMBERLAIN MUNICIPAL AIRPORT AND NEAR THE SOUTHEAST END OF THE
 OR1101'SINGLE ASPHALT RUNWAY. OWNERSHIP--CITY OF CHAMBERLAIN, P.O. BOX 66,
 OR1101'CHAMBERLAIN, SD 57325. AIRPORT MANAGER IS DYRK HRABE, PHONE
 OR1101'605-734-6417 OR 605-734-5401.
 OR1101'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OR1101'INTERSTATE HIGHWAY 90 BUSINESS (EXIT 265) ABOUT 1.6 KM (1.0 MI) SOUTH
 OR1101'OF CHAMBERLAIN, GO SOUTH ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO THE
 OR1101'GRAVEL AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON
 OR1101'AIRPORT ENTRANCE ROAD FOR 0.56 KM (0.35 MI) TO A GATE ON THE LEFT
 OR1101'JUST BEFORE REACHING AIRPORT OFFICE.  TURN LEFT, SOUTH PASSING
 OR1101'THROUGH GATE, THEN RIGHT, SOUTHWEST AROUND BUILDINGS, ACROSS APRON
 OR1101'AND ON MAIN CONNECTING TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 OR1101'THE RUNWAY.  TURN LEFT, SOUTHEAST, ON THE RUNWAY FOR 0.50 KM
 OR1101'(0.31 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE
 OR1101'SOUTHEAST END OF RUNWAY.
 OR1101'THE STATION IS LOCATED 26.1 M (85.6 FT) EAST FROM THE FIRST RUNWAY
 OR1101'LIGHT NORTHWEST FROM THE SOUTHEAST END OF THE RUNWAY, 23.3 M
 OR1101'(76.4 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY, 15.8 M (51.8 FT)
 OR1101'WEST FROM THE NORTH CORNER OF THE ASPHALT TURNAROUND, 11.5 M
 OR1101'(37.7 FT) NORTHWEST FROM THE NORTHWEST EDGE OF TURNAROUND AND 0.55 M
 OR1101'(1.80 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 OR1101
 OR1101                          STATION RECOVERY (1996)
 OR1101
 OR1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1101'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH OF CHAMBERLAIN, AT
 OR1101'THE CHAMBERLAIN MUNICIPAL AIRPORT AND NEAR THE SOUTHEAST END OF THE
 OR1101'SINGLE ASPHALT RUNWAY.  OWNERSHIP--CITY OF CHAMBERLAIN, P.O. BOX 66,
 OR1101'CHAMBERLAIN SD 57325.  AIRPORT MANAGER IS DYRK HRABE, PHONE
 OR1101'605-734-6417 OR 605-734-5401.  TO REACH THE STATION FROM THE JUNCTION
 OR1101'OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 90 BUSINESS (EXIT 265)
 OR1101'ABOUT 1.6 KM (1.00 MI) SOUTH OF CHAMBERLAIN, GO SOUTH ON PAVED ROAD
 OR1101'FOR 0.5 KM (0.30 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE RIGHT.
 OR1101'TURN RIGHT, WEST, ON AIRPORT ENTRANCE ROAD FOR 0.56 KM (0.35 MI) TO A
 OR1101'GATE ON THE LEFT JUST BEFORE REACHING AIRPORT OFFICE. TURN LEFT, SOUTH
 OR1101'PASSING THROUGH GATE, THEN RIGHT, SOUTHWEST AROUND BUILDINGS, ACROSS
 OR1101'APRON AND ON MAIN CONNECTING TAXI FOR 0.16 KM (0.10 MI) TO THE
 OR1101'JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ON THE RUNWAY FOR 0.50
 OR1101'KM (0.30 MI) TO THE STATION ON THE LEFT, JUST BEFORE REACHING THE
 OR1101'SOUTHEAST END OF RUNWAY.  THE STATION IS LOCATED 26.1 M (85.6 FT) EAST
 OR1101'FROM THE FIRST RUNWAY LIGHT NORTHWEST FROM THE SOUTHEAST END OF THE
 OR1101'RUNWAY, 23.3 M (76.4 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY, 15.8
 OR1101'M (51.8 FT) WEST FROM THE NORTH CORNER OF THE ASPHALT TURNAROUND AND
 OR1101'11.5 M (37.7 FT) NORTHWEST FROM THE NORTHWEST EDGE OF TURNAROUND.
 OR1101'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP WHICH IS
 OR1101'FLUSH WITH THE GROUND.  THIS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0554 ***********************************************************************
 QT0554  CBN         -  This is a Cooperative Base Network Control Station.
 QT0554  DESIGNATION -  FAA LEM A
 QT0554  PID         -  QT0554
 QT0554  STATE/COUNTY-  SD/PERKINS
 QT0554  COUNTRY     -  US
 QT0554  USGS QUAD   -  LEMMON NE (2017)
 QT0554
 QT0554                         *CURRENT SURVEY CONTROL
 QT0554  ______________________________________________________________________
 QT0554* NAD 83(2011) POSITION- 45 55 14.64038(N) 102 06 33.28983(W)   ADJUSTED
 QT0554* NAD 83(2011) ELLIP HT-   762.501 (meters)        (06/27/12)   ADJUSTED
 QT0554* NAD 83(2011) EPOCH   -  2010.00
 QT0554* NAVD 88 ORTHO HEIGHT -   781.5   (meters)     2564.    (feet) GPS OBS
 QT0554  ______________________________________________________________________
 QT0554  NAVD 88 orthometric height was determined with geoid model    GEOID96
 QT0554  GEOID HEIGHT    -        -18.803 (meters)                     GEOID96
 QT0554  GEOID HEIGHT    -        -19.023 (meters)                     GEOID18
 QT0554  NAD 83(2011) X  -   -932,494.569 (meters)                     COMP
 QT0554  NAD 83(2011) Y  - -4,346,276.021 (meters)                     COMP
 QT0554  NAD 83(2011) Z  -  4,559,670.620 (meters)                     COMP
 QT0554  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 QT0554
 QT0554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QT0554  Standards:
 QT0554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QT0554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QT0554  -------------------------------------------------------------------
 QT0554  NETWORK    0.55   3.25           0.26   0.17   1.66     -0.04845988
 QT0554  -------------------------------------------------------------------
 QT0554  Click here for local accuracies and other accuracy information.
 QT0554
 QT0554.This mark is at Lemmon Airport (LEM)
 QT0554
 QT0554.The horizontal coordinates were established by GPS observations
 QT0554.and adjusted by the National Geodetic Survey in June 2012.
 QT0554
 QT0554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QT0554.been affixed to the stable North American tectonic plate. See 
 QT0554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QT0554
 QT0554.The horizontal coordinates are valid at the epoch date displayed above
 QT0554.which is a decimal equivalence of Year/Month/Day.
 QT0554
 QT0554.The orthometric height was determined by GPS observations and a
 QT0554.high-resolution geoid model.
 QT0554
 QT0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0554.GEOID18 height accuracy estimate available here.
 QT0554
 QT0554.Click photographs - Photos may exist for this station.
 QT0554
 QT0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0554
 QT0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0554
 QT0554.The ellipsoidal height was determined by GPS observations
 QT0554.and is referenced to NAD 83.
 QT0554
 QT0554. The following values were computed from the NAD 83(2011) position.
 QT0554
 QT0554;                    North         East     Units Scale Factor Converg.
 QT0554;SPC SD N     -   234,102.680   436,387.194   MT  1.00005449   -1 29 34.1
 QT0554;SPC SD N     -   768,051.88  1,431,713.65   sFT  1.00005449   -1 29 34.1
 QT0554;UTM  13      - 5,089,304.372   724,154.155   MT  1.00021774   +2 04 39.1
 QT0554
 QT0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0554!SPC SD N     -   0.99988048  x   1.00005449  =   0.99993496
 QT0554!UTM  13      -   0.99988048  x   1.00021774  =   1.00009819
 QT0554
 QT0554:                Primary Azimuth Mark                     Grid Az
 QT0554:SPC SD N     -  FAA LEM B                                127 24 21.8
 QT0554:UTM  13      -  FAA LEM B                                123 50 08.6
 QT0554
 QT0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2415489304(NAD 83)
 QT0554
 QT0554|---------------------------------------------------------------------|
 QT0554| PID    Reference Object                     Distance      Geod. Az  |
 QT0554|                                                           dddmmss.s |
 QT0554| QT0555 FAA LEM B                           APPROX. 1.0 KM 1255447.7 |
 QT0554|---------------------------------------------------------------------|
 QT0554
 QT0554                          SUPERSEDED SURVEY CONTROL
 QT0554
 QT0554  NAD 83(2007)-  45 55 14.64026(N)    102 06 33.29086(W) AD(2002.00) 0
 QT0554  ELLIP H (02/10/07)  762.528  (m)                       GP(2002.00)    
 QT0554  ELLIP H (04/15/04)  762.530  (m)                       GP(       ) 2 1
 QT0554  NAD 83(1996)-  45 55 14.63968(N)    102 06 33.29035(W) AD(       ) B
 QT0554  ELLIP H (04/18/97)  762.605  (m)                       GP(       ) 4 1
 QT0554  NAD 83(1986)-  45 55 14.63199(N)    102 06 33.28665(W) AD(       ) 3
 QT0554  NGVD 29 (02/28/92)  781.0    (m)  GEOID90  model used  GPS OBS        
 QT0554
 QT0554.Superseded values are not recommended for survey control.
 QT0554
 QT0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0554.See file dsdata.pdf to determine how the superseded data were derived.
 QT0554
 QT0554_MARKER: I = METAL ROD
 QT0554_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QT0554_STAMPING: FAA LEM A 1991
 QT0554_MARK LOGO: NGS
 QT0554_PROJECTION: FLUSH
 QT0554_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0554+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 QT0554_ROD/PIPE-DEPTH: 3.7 meters
 QT0554_SLEEVE-DEPTH  : 1.0 meters
 QT0554
 QT0554  HISTORY     - Date     Condition        Report By
 QT0554  HISTORY     - 1991     MONUMENTED       NGS
 QT0554  HISTORY     - 19960826 GOOD             NGS
 QT0554  HISTORY     - 19960912 GOOD             NGS
 QT0554
 QT0554                          STATION DESCRIPTION
 QT0554
 QT0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QT0554'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF LEMMON, AT
 QT0554'THE LEMMON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LEMMON, 303 FRIST
 QT0554'AVENUE WEST, LEMMON, SD 57638.  AT THIS TIME THERE IS NO AIRPORT
 QT0554'MANAGER. CONTACT SHOULD BE MADE AT CITY HALL, PHONE 605-374-5681.
 QT0554'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QT0554'ROUTE 73 SOUTH, LOCATED AT THE SOUTHWEST CORNER OF LEMMON, GO EAST ON
 QT0554'HIGHWAY 12 AND 73 FOR 4.96 KM (3.08 MI) TO A PAVED ROAD ON THE RIGHT.
 QT0554'TURN RIGHT, SOUTH, ON PAVED ROAD FOR 1.92 KM (1.19 MI) TO A GRAVEL
 QT0554'ENTRANCE ROAD TO AIRPORT ON THE LEFT.  TURN LEFT, EAST, ON ENTRANCE
 QT0554'ROAD FOR 0.24 KM (0.15 MI) TO A GRAVEL ROAD TO THE LEFT.  TURN LEFT,
 QT0554'NORTH, ON GRAVEL ROAD FOR 31.5 M (103.3 FT) TO AN IRON GATE. PASS
 QT0554'THROUGH GATE AND CONTINUE NORTH THEN EAST, BETWEEN TWO HANGARS FOR
 QT0554'0.08 KM (0.05 MI) TO THE NORTHWEST CORNER OF APRON.  GO EAST,
 QT0554'CROSSING APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI ON THE
 QT0554'LEFT. TURN LEFT, NORTH, ON TAXI FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 QT0554'OF THE RUNWAY AND THE STATION ON THE RIGHT.
 QT0554'THE STATION IS LOCATED 46.5 M (152.6 FT) SOUTHWEST FROM RUNWAY CENTER,
 QT0554'34.8 M (114.2 FT) SOUTH FROM RUNWAY LIGHT NUMBER 59, 34.1 M
 QT0554'(111.9 FT) SOUTHEAST FROM TAXI CENTER, 15.5 M (50.9 FT)
 QT0554'EAST-SOUTHEAST FROM THE SOUTHEAST END OF A 45 CM METAL CULVERT PIPE
 QT0554'AND 0.3 M (1.0 FT) NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
 QT0554
 QT0554                          STATION RECOVERY (1996)
 QT0554
 QT0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QT0554'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF LEMMON, AT
 QT0554'THE LEMMON MUNICIPAL AIRPORT.  OWNERSHIP--THE CITY OF LEMMON, 303
 QT0554'FIRST AVENUE WEST, LEMMON, SD 57683.  CONTACT CAN BE MADE AT CITY
 QT0554'HALL, PHONE (605) 374-5681.  TO REACH THE STATION FROM THE JUNCTION OF
 QT0554'U.S. HIGHWAY 12 AND STATE HIGHWAY 73 SOUTH, AT THE SOUTHWEST EDGE OF
 QT0554'LEMMON, GO EAST ON U.S. HIGHWAYS 12 AND 73 FOR 4.96 KM (3.10 MI) TO A
 QT0554'PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 QT0554'1.92 KM (1.20 MI) TO A GRAVELED ROAD LEADING TO THE AIRPORT ON THE
 QT0554'LEFT, TURN LEFT AND GO EAST ON THE AIRPORT ROAD FOR 0.24 KM (0.15 MI)
 QT0554'TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON THE GRAVELED
 QT0554'ROAD FOR 31.5 M (103.3 FT) TO A GATE, PASS THROUGH THE GATE AND
 QT0554'CONTINUE NORTH THEN EAST, BETWEEN TWO HANGERS FOR 0.08 KM (0.05 MI) TO
 QT0554'THE NORTHWEST CORNER OF AN APRON.  GO EAST CROSSING THE APRON FOR 0.08
 QT0554'KM (0.05 MI) TO THE JUNCTION OF A TAXI ON THE LEFT, TURN LEFT AND GO
 QT0554'NORTH ON THE TAXI FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY
 QT0554'AND THE STATION ON THE RIGHT.  THE STATION IS LOCATED 46.5 M (152.6
 QT0554'FT) SOUTHWEST OF THE RUNWAY CENTER, 34.1 M (111.9 FT) SOUTHEAST OF THE
 QT0554'TAXI CENTER, 15.5 M (50.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF A
 QT0554'CULVERT, AND 0.3 M (1.0 FT) NORTHEAST OF A SHORT WITNESS POST.
 QT0554'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QT0554
 QT0554                          STATION RECOVERY (1996)
 QT0554
 QT0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 QT0554'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF LEMMON, AT
 QT0554'THE LEMMON MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF LEMMON, 303 FIRST
 QT0554'AVENUE WEST, LEMMON, SD 57638.  AT THIS TIME THERE IS NO MANAGER.
 QT0554'CONTACT SHOULD BE MADE AT CITY HALL, TELEPHONE NUMBER (605) 374-5681.
 QT0554'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE 73
 QT0554'HIGHWAY SOUTH, AT THE SOUTHWEST EDGE OF LEMMON, GO EAST ON HIGHWAYS 12
 QT0554'AND 73 FOR 4.96 KM (3.10 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 QT0554'AND GO SOUTH ON THE PAVED ROAD FOR 1.92 KM (1.20 MI) TO A GRAVELED
 QT0554'ROAD LEADING TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO NORTH ON
 QT0554'THE GRAVELED ROAD FOR 31.5 M (103.3 FT) TO A METAL GATE.  PASS THROUGH
 QT0554'THE GATE AND CONTINUE NORTH THEN EAST, BETWEEN 2 HANGARS FOR 0.08 KM
 QT0554'(0.05 MI) TO THE NORTHWEST CORNER OF AN APRON.  CONTINUE EAST,
 QT0554'CROSSING THE APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI ON
 QT0554'THE LEFT.  TURN LEFT AND GO NORTH ON TAXI FOR 0.32 KM (0.20 MI) TO THE
 QT0554'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS
 QT0554'LOCATED 46.5 M (152.6 FT) SOUTHWEST OF THE RUNWAY CENTER, 34.8 M
 QT0554'(114.2 FT) SOUTH OF RUNWAY LIGHT NUMBER 59, 34.1 M (111.9 FT)
 QT0554'SOUTHEAST OF THE TAXI CENTER, 15.5 M (50.9 FT) EAST-SOUTHEAST OF THE
 QT0554'SOUTHEAST END OF A PIPE CULVERT AND 0.3 M (1.0 FT) NORTHEAST OF A
 QT0554'SHORT WITNESS POST.  NOTE -- ACCESS TO THE THE DATUM POINT IS THROUGH
 QT0554'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0555 ***********************************************************************
 QT0555  DESIGNATION -  FAA LEM B
 QT0555  PID         -  QT0555
 QT0555  STATE/COUNTY-  SD/PERKINS
 QT0555  COUNTRY     -  US
 QT0555  USGS QUAD   -  LEMMON NE (2017)
 QT0555
 QT0555                         *CURRENT SURVEY CONTROL
 QT0555  ______________________________________________________________________
 QT0555* NAD 83(1996) POSITION- 45 54 55.71382(N) 102 05 55.85397(W)   ADJUSTED
 QT0555* NAD 83(1996) ELLIP HT-   763.340 (meters)        (01/23/98)   ADJUSTED
 QT0555* NAVD 88 ORTHO HEIGHT -   782.3   (meters)     2567.    (feet) VERTCON3
 QT0555  ______________________________________________________________________
 QT0555  GEOID HEIGHT    -        -19.051 (meters)                     GEOID18
 QT0555  NAD 83(1996) X  -   -931,793.846 (meters)                     COMP
 QT0555  NAD 83(1996) Y  - -4,346,856.257 (meters)                     COMP
 QT0555  NAD 83(1996) Z  -  4,559,264.646 (meters)                     COMP
 QT0555  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 QT0555  HORZ ORDER      -  THIRD
 QT0555  ELLP ORDER      -  FOURTH    CLASS I
 QT0555
 QT0555.This mark is at Lemmon Airport (LEM)
 QT0555
 QT0555.The horizontal coordinates were established by GPS observations
 QT0555.and adjusted by the National Geodetic Survey in January 1998.
 QT0555
 QT0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0555
 QT0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0555.GEOID18 height accuracy estimate available here.
 QT0555
 QT0555.Click photographs - Photos may exist for this station.
 QT0555
 QT0555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0555
 QT0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0555
 QT0555.The ellipsoidal height was determined by GPS observations
 QT0555.and is referenced to NAD 83.
 QT0555
 QT0555. The following values were computed from the NAD 83(1996) position.
 QT0555
 QT0555;                    North         East     Units Scale Factor Converg.
 QT0555;SPC SD N     -   233,497.525   437,178.495   MT  1.00005309   -1 29 07.6
 QT0555;SPC SD N     -   766,066.46  1,434,309.78   sFT  1.00005309   -1 29 07.6
 QT0555;UTM  13      - 5,088,749.575   724,981.743   MT  1.00022231   +2 05 05.3
 QT0555
 QT0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0555!SPC SD N     -   0.99988035  x   1.00005309  =   0.99993343
 QT0555!UTM  13      -   0.99988035  x   1.00022231  =   1.00010263
 QT0555
 QT0555:                Primary Azimuth Mark                     Grid Az
 QT0555:SPC SD N     -  FAA LEM A                                307 24 22.2
 QT0555:UTM  13      -  FAA LEM A                                303 50 09.3
 QT0555
 QT0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2498188749(NAD 83)
 QT0555
 QT0555|---------------------------------------------------------------------|
 QT0555| PID    Reference Object                     Distance      Geod. Az  |
 QT0555|                                                           dddmmss.s |
 QT0555| QT0554 FAA LEM A                           APPROX. 1.0 KM 3055514.6 |
 QT0555|---------------------------------------------------------------------|
 QT0555
 QT0555                          SUPERSEDED SURVEY CONTROL
 QT0555
 QT0555  NAD 83(1986)-  45 54 55.70608(N)    102 05 55.85041(W) AD(       ) 3
 QT0555  NGVD 29 (02/28/92)  781.8    (m)  GEOID90  model used  GPS OBS        
 QT0555
 QT0555.Superseded values are not recommended for survey control.
 QT0555
 QT0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0555.See file dsdata.pdf to determine how the superseded data were derived.
 QT0555
 QT0555_MARKER: I = METAL ROD
 QT0555_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QT0555_STAMPING: FAA LEM B 1991
 QT0555_MARK LOGO: NGS
 QT0555_PROJECTION: FLUSH
 QT0555_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0555+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QT0555_ROD/PIPE-DEPTH: 4.3 meters
 QT0555_SLEEVE-DEPTH  : 1.0 meters
 QT0555
 QT0555  HISTORY     - Date     Condition        Report By
 QT0555  HISTORY     - 1991     MONUMENTED       NGS
 QT0555
 QT0555                          STATION DESCRIPTION
 QT0555
 QT0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QT0555'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF LEMMON, AT
 QT0555'THE LEMMON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LEMMON, 303 FRIST
 QT0555'AVENUE WEST, LEMMON, SD 57638.  AT THIS TIME THERE IS NO AIRPORT
 QT0555'MANAGER. CONTACT SHOULD BE MADE AT CITY HALL, PHONE 605-374-5681.
 QT0555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QT0555'ROUTE 73 SOUTH, LOCATED AT THE SOUTHWEST CORNER OF LEMMON, GO EAST ON
 QT0555'HIGHWAY 12 AND 73 FOR 4.96 KM (3.08 MI) TO A PAVED ROAD ON THE RIGHT.
 QT0555'TURN RIGHT, SOUTH, ON PAVED ROAD FOR 1.92 KM (1.19 MI) TO A GRAVEL
 QT0555'ENTRANCE ROAD TO AIRPORT ON THE LEFT.  TURN LEFT, EAST, ON ENTRANCE
 QT0555'ROAD FOR 0.24 KM (0.15 MI) TO A GRAVEL ROAD TO THE LEFT.  TURN LEFT,
 QT0555'NORTH, ON GRAVEL ROAD FOR 31.5 M (103.3 FT) TO AN IRON GATE. PASS
 QT0555'THROUGH GATE AND CONTINUE NORTH THEN EAST, BETWEEN TWO HANGARS FOR
 QT0555'0.08 KM (0.05 MI) TO THE NORTHWEST CORNER OF APRON.  GO EAST,
 QT0555'CROSSING APRON, FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI ON
 QT0555'THE LEFT. TURN LEFT, NORTH, ON TAXI FOR 0.32 KM (0.20 MI) TO THE
 QT0555'JUNCTION OF THE RUNWAY. TURN RIGHT, SOUTHEAST, ON RUNWAY FOR 1.04 KM
 QT0555'(0.65 MI) TO THE STATION ON THE RIGHT.
 QT0555'THE STATION IS LOCATED 46.7 M (153.2 FT) SOUTHWEST FROM RUNWAY CENTER,
 QT0555'32.2 M (105.6 FT) SOUTHWEST FROM A RUNWAY LIGHT, 12.3 M (40.4 FT)
 QT0555'SOUTHEAST FROM THE SOUTHEAST END OF A YELLOW AND BLACK RUNWAY MARKER
 QT0555'AND 0.3 M (1.0 FT) NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0957 ***********************************************************************
 QS0957  PACS        -  This is a Primary Airport Control Station.
 QS0957  DESIGNATION -  FAA MBG A
 QS0957  PID         -  QS0957
 QS0957  STATE/COUNTY-  SD/WALWORTH
 QS0957  COUNTRY     -  US
 QS0957  USGS QUAD   -  MOBRIDGE (2017)
 QS0957
 QS0957                         *CURRENT SURVEY CONTROL
 QS0957  ______________________________________________________________________
 QS0957* NAD 83(2011) POSITION- 45 32 41.60674(N) 100 24 13.91194(W)   ADJUSTED
 QS0957* NAD 83(2011) ELLIP HT-   496.202 (meters)        (06/27/12)   ADJUSTED
 QS0957* NAD 83(2011) EPOCH   -  2010.00
 QS0957* NAVD 88 ORTHO HEIGHT -   518.075 (meters)     1699.72  (feet) ADJUSTED
 QS0957  ______________________________________________________________________
 QS0957  GEOID HEIGHT    -        -21.873 (meters)                     GEOID18
 QS0957  NAD 83(2011) X  -   -808,104.644 (meters)                     COMP
 QS0957  NAD 83(2011) Y  - -4,401,343.985 (meters)                     COMP
 QS0957  NAD 83(2011) Z  -  4,530,319.010 (meters)                     COMP
 QS0957  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 QS0957  DYNAMIC HEIGHT  -        518.029 (meters)     1699.57  (feet) COMP
 QS0957  MODELED GRAVITY -    980,510.9   (mgal)                       NAVD 88
 QS0957
 QS0957  VERT ORDER      -  FIRST     CLASS II
 QS0957
 QS0957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QS0957  Standards:
 QS0957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QS0957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QS0957  -------------------------------------------------------------------
 QS0957  NETWORK    1.02   3.14           0.48   0.32   1.60     -0.08692721
 QS0957  -------------------------------------------------------------------
 QS0957  Click here for local accuracies and other accuracy information.
 QS0957
 QS0957.This mark is at Mobridge Airport (MBG)
 QS0957
 QS0957.The horizontal coordinates were established by GPS observations
 QS0957.and adjusted by the National Geodetic Survey in June 2012.
 QS0957
 QS0957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QS0957.been affixed to the stable North American tectonic plate. See 
 QS0957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QS0957
 QS0957.The horizontal coordinates are valid at the epoch date displayed above
 QS0957.which is a decimal equivalence of Year/Month/Day.
 QS0957
 QS0957.The orthometric height was determined by differential leveling and
 QS0957.adjusted by the NATIONAL GEODETIC SURVEY
 QS0957.in July 1998.
 QS0957
 QS0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0957.GEOID18 height accuracy estimate available here.
 QS0957
 QS0957.Click photographs - Photos may exist for this station.
 QS0957
 QS0957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0957
 QS0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0957
 QS0957.The ellipsoidal height was determined by GPS observations
 QS0957.and is referenced to NAD 83.
 QS0957
 QS0957.The dynamic height is computed by dividing the NAVD 88
 QS0957.geopotential number by the normal gravity value computed on the
 QS0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0957.degrees latitude (g = 980.6199 gals.).
 QS0957
 QS0957.The modeled gravity was interpolated from observed gravity values.
 QS0957
 QS0957. The following values were computed from the NAD 83(2011) position.
 QS0957
 QS0957;                    North         East     Units Scale Factor Converg.
 QS0957;SPC SD N     -   190,275.893   568,460.712   MT  0.99997622   -0 17 09.0
 QS0957;SPC SD N     -   624,263.49  1,865,024.85   sFT  0.99997622   -0 17 09.0
 QS0957;UTM  14      - 5,044,442.211   390,407.947   MT  0.99974766   -1 00 07.8
 QS0957
 QS0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0957!SPC SD N     -   0.99992221  x   0.99997622  =   0.99989844
 QS0957!UTM  14      -   0.99992221  x   0.99974766  =   0.99966989
 QS0957
 QS0957:                Primary Azimuth Mark                     Grid Az
 QS0957:SPC SD N     -  FAA MBG B                                306 53 24.8
 QS0957:UTM  14      -  FAA MBG B                                307 36 23.6
 QS0957
 QS0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9040744442(NAD 83)
 QS0957
 QS0957|---------------------------------------------------------------------|
 QS0957| PID    Reference Object                     Distance      Geod. Az  |
 QS0957|                                                           dddmmss.s |
 QS0957| QS0958 FAA MBG B                           APPROX. 0.9 KM 3063615.8 |
 QS0957|---------------------------------------------------------------------|
 QS0957
 QS0957                          SUPERSEDED SURVEY CONTROL
 QS0957
 QS0957  NAD 83(2007)-  45 32 41.60666(N)    100 24 13.91314(W) AD(2002.00) 0
 QS0957  ELLIP H (02/10/07)  496.231  (m)                       GP(2002.00)    
 QS0957  ELLIP H (04/15/04)  496.235  (m)                       GP(       ) 2 1
 QS0957  NAD 83(1996)-  45 32 41.60606(N)    100 24 13.91262(W) AD(       ) B
 QS0957  ELLIP H (04/18/97)  496.281  (m)                       GP(       ) 4 1
 QS0957  NAD 83(1986)-  45 32 41.59823(N)    100 24 13.91456(W) AD(       ) 3
 QS0957  NAVD 88 (04/18/97)  517.98   (m)  GEOID96  model used  GPS OBS        
 QS0957  NGVD 29 (02/28/92)  517.67   (m)  GEOID90  model used  GPS OBS        
 QS0957
 QS0957.Superseded values are not recommended for survey control.
 QS0957
 QS0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0957.See file dsdata.pdf to determine how the superseded data were derived.
 QS0957
 QS0957_MARKER: F = FLANGE-ENCASED ROD
 QS0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0957_STAMPING: FAA MBG A 1991
 QS0957_MARK LOGO: NGS
 QS0957_PROJECTION: FLUSH
 QS0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0957+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 QS0957_ROD/PIPE-DEPTH: 3.7 meters
 QS0957_SLEEVE-DEPTH  : 1.0 meters
 QS0957
 QS0957  HISTORY     - Date     Condition        Report By
 QS0957  HISTORY     - 1991     MONUMENTED       NGS
 QS0957  HISTORY     - 19951005 GOOD             NGS
 QS0957  HISTORY     - 19970319 GOOD             NGS
 QS0957  HISTORY     - 20240820 GOOD             KADRMA
 QS0957
 QS0957                          STATION DESCRIPTION
 QS0957
 QS0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QS0957'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF MOBRIDGE, AT THE
 QS0957'MOBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MOBRIDGE, P.O. BOX
 QS0957'322, MOBRIDGE, SD 57601.  AIRPORT MANAGER IS VIRGEL LENLING, AIRPORT
 QS0957'PHONE 605-845-2977, HOME 845-7442.
 QS0957'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND MAIN
 QS0957'STREET, LOCATED IN THE MIDDLE OF MOBRIDGE, GO EAST ON HIGHWAY 12 FOR
 QS0957'2.16 KM (1.34 MI) TO THE JUNCTION OF A PAVED ROAD.  TURN LEFT, NORTH,
 QS0957'ON PAVED ROAD FOR 0.64 KM (0.40 MI) TO THE PAVED AIRPORT ENTRANCE
 QS0957'ROAD ON THE RIGHT. TURN RIGHT, EAST, ON ENTRANCE ROAD FOR 0.32 KM
 QS0957'(0.20 MI) TO THE SOUTHWEST EDGE OF APRON.  TURN LEFT, EAST-NORTHEAST,
 QS0957'CROSSING APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI.  TURN
 QS0957'LEFT, NORTHEAST, ON TAXI FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE
 QS0957'RUNWAY AND THE STATION.
 QS0957'THE STATION IS LOCATED 45.3 M (148.6 FT) NORTH-NORTHEAST FROM RUNWAY
 QS0957'CENTER, 12.0 M (39.4 FT) WEST FROM WEST EDGE OF TURF RUNWAY, 10.4 M
 QS0957'(34.1 FT) WEST-NORTHWEST FROM NORTHWEST END OF A YELLOW AND BLACK
 QS0957'RUNWAY MARKER AND 0.3 M (1.0 FT) SOUTH-SOUTHWEST FROM A SHORT
 QS0957'FIBERGLASS WITNESS POST.
 QS0957
 QS0957                          STATION RECOVERY (1995)
 QS0957
 QS0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 QS0957'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF MOBRIDGE, AT THE
 QS0957'MOBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MOBRIDGE, P.O. BOX
 QS0957'322, MOBRIDGE SD 57601.  AIRPORT MANAGER IS VIRGEL LENLING, PHONE
 QS0957'(605) 845-2977.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 QS0957'HIGHWAY 12 AND MAIN STREET IN MOBRIDGE, GO EAST ON U.S. HIGHWAY 12 FOR
 QS0957'1.3 MI (2.1 KM) TO THE JUNCTION OF A PAVED ROAD, TURN LEFT AND GO
 QS0957'NORTH ON THE PAVED ROAD FOR 0.35 MI (0.56 KM) TO THE AIRPORT ENTRANCE
 QS0957'ROAD RIGHT, TURN RIGHT AND GO NORTHEAST ON THE ENTRANCE ROAD FOR 0.15
 QS0957'MI (0.24 KM) TO THE FUEL PUMPS ON THE LEFT AND THE APRON AHEAD, BEAR
 QS0957'LEFT AND GO NORTHEASTERLY CROSSING THE APRON, THEN ON THE CONNECTOR
 QS0957'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY AND THE STATION AHEAD ON THE
 QS0957'FAR SIDE OF THE RUNWAY.  THE STATION IS 148.6 FT (45.3 M) NORTHEAST OF
 QS0957'THE PAVED RUNWAY CENTER, 39.4 FT (12.0 M) WEST OF THE APPROXIMATE WEST
 QS0957'EDGE OF THE TURF RUNWAY, 34.1 FT (10.4 M) WEST-NORTHWEST FROM THE
 QS0957'NORTHWEST END OF A RUNWAY MARKER PANEL, AND 1.0 FT (0.3 M)
 QS0957'SOUTH-SOUTHWEST OF A SHORT WITNESS POST.  NOTE--ACCESS TO THE DATUM
 QS0957'POINT IS THROUGH A 5-INCH LOGO CAP.  THIS STATION WAS USED AS AN AREA
 QS0957'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 QS0957
 QS0957                          STATION RECOVERY (1997)
 QS0957
 QS0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0957'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0957'MAIN STREET IN MOBRIDGE, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG
 QS0957'AIRPORT ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE AIRPORT
 QS0957'ENTRANCE ROAD, AN APRON, AND A CONNECTOR, 45.3 M (148.6 FT) NORTHEAST
 QS0957'OF THE CENTER OF A PAVED RUNWAY, 12.0 M (39.4 FT) WEST OF THE WEST
 QS0957'EDGE OF A GRASS RUNWAY, 10.4 M (34.1 FT) NORTHWEST OF THE NORTHWEST
 QS0957'END OF A BLACK AND YELLOW RUNWAY MARKER, 0.3 M (1.0 FT) BELOW THE
 QS0957'LEVEL OF THE RUNWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 QS0957'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 QS0957'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 QS0957'MONUMENT IS ON PROPERTY OWNED BY MOBRIDGE MUNICIPAL AIRPORT, MOBRIDGE,
 QS0957'SD 57601, TELEPHONE NUMBER (605) 845-2977.  THE MONUMENT IS A STATE
 QS0957'HARN STATION.
 QS0957
 QS0957                          STATION RECOVERY (2024)
 QS0957
 QS0957'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2024 (GF)
 QS0957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0958 ***********************************************************************
 QS0958  SACS        -  This is a Secondary Airport Control Station.
 QS0958  DESIGNATION -  FAA MBG B
 QS0958  PID         -  QS0958
 QS0958  STATE/COUNTY-  SD/WALWORTH
 QS0958  COUNTRY     -  US
 QS0958  USGS QUAD   -  MOBRIDGE (2017)
 QS0958
 QS0958                         *CURRENT SURVEY CONTROL
 QS0958  ______________________________________________________________________
 QS0958* NAD 83(1996) POSITION- 45 32 58.86282(N) 100 24 46.98142(W)   ADJUSTED
 QS0958* NAD 83(1996) ELLIP HT-   496.524 (meters)        (01/23/98)   ADJUSTED
 QS0958* NAVD 88 ORTHO HEIGHT -   518.299 (meters)     1700.45  (feet) ADJUSTED
 QS0958  ______________________________________________________________________
 QS0958  GEOID HEIGHT    -        -21.858 (meters)                     GEOID18
 QS0958  NAD 83(1996) X  -   -808,741.582 (meters)                     COMP
 QS0958  NAD 83(1996) Y  - -4,400,840.536 (meters)                     COMP
 QS0958  NAD 83(1996) Z  -  4,530,692.362 (meters)                     COMP
 QS0958  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 QS0958  DYNAMIC HEIGHT  -        518.255 (meters)     1700.31  (feet) COMP
 QS0958  MODELED GRAVITY -    980,513.0   (mgal)                       NAVD 88
 QS0958
 QS0958  HORZ ORDER      -  THIRD
 QS0958  VERT ORDER      -  FIRST     CLASS II
 QS0958  ELLP ORDER      -  FOURTH    CLASS I
 QS0958
 QS0958.This mark is at Mobridge Airport (MBG)
 QS0958
 QS0958.The horizontal coordinates were established by GPS observations
 QS0958.and adjusted by the National Geodetic Survey in January 1998.
 QS0958
 QS0958.The orthometric height was determined by differential leveling and
 QS0958.adjusted by the NATIONAL GEODETIC SURVEY
 QS0958.in July 1998.
 QS0958
 QS0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0958.GEOID18 height accuracy estimate available here.
 QS0958
 QS0958.Click photographs - Photos may exist for this station.
 QS0958
 QS0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0958
 QS0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0958
 QS0958.The ellipsoidal height was determined by GPS observations
 QS0958.and is referenced to NAD 83.
 QS0958
 QS0958.The dynamic height is computed by dividing the NAVD 88
 QS0958.geopotential number by the normal gravity value computed on the
 QS0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0958.degrees latitude (g = 980.6199 gals.).
 QS0958
 QS0958.The modeled gravity was interpolated from observed gravity values.
 QS0958
 QS0958. The following values were computed from the NAD 83(1996) position.
 QS0958
 QS0958;                    North         East     Units Scale Factor Converg.
 QS0958;SPC SD N     -   190,812.239   567,746.070   MT  0.99997694   -0 17 32.4
 QS0958;SPC SD N     -   626,023.15  1,862,680.23   sFT  0.99997694   -0 17 32.4
 QS0958;UTM  14      - 5,044,987.325   389,700.228   MT  0.99974958   -1 00 31.7
 QS0958
 QS0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0958!SPC SD N     -   0.99992216  x   0.99997694  =   0.99989910
 QS0958!UTM  14      -   0.99992216  x   0.99974958  =   0.99967176
 QS0958
 QS0958:                Primary Azimuth Mark                     Grid Az
 QS0958:SPC SD N     -  FAA MBG A                                126 53 24.6
 QS0958:UTM  14      -  FAA MBG A                                127 36 23.9
 QS0958
 QS0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8970044987(NAD 83)
 QS0958
 QS0958|---------------------------------------------------------------------|
 QS0958| PID    Reference Object                     Distance      Geod. Az  |
 QS0958|                                                           dddmmss.s |
 QS0958| QS0957 FAA MBG A                           APPROX. 0.9 KM 1263552.2 |
 QS0958|---------------------------------------------------------------------|
 QS0958
 QS0958                          SUPERSEDED SURVEY CONTROL
 QS0958
 QS0958  NAD 83(1986)-  45 32 58.85502(N)    100 24 46.98341(W) AD(       ) 3
 QS0958  NGVD 29 (02/28/92)  517.90   (m)  GEOID90  model used  GPS OBS        
 QS0958
 QS0958.Superseded values are not recommended for survey control.
 QS0958
 QS0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0958.See file dsdata.pdf to determine how the superseded data were derived.
 QS0958
 QS0958_MARKER: F = FLANGE-ENCASED ROD
 QS0958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0958_STAMPING: FAA MBG B 1991
 QS0958_MARK LOGO: NGS
 QS0958_PROJECTION: FLUSH
 QS0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0958+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 QS0958_ROD/PIPE-DEPTH: 23.3 meters
 QS0958_SLEEVE-DEPTH  : 1.0 meters
 QS0958
 QS0958  HISTORY     - Date     Condition        Report By
 QS0958  HISTORY     - 1991     MONUMENTED       NGS
 QS0958  HISTORY     - 19951005 GOOD             NGS
 QS0958  HISTORY     - 19970319 GOOD             NGS
 QS0958  HISTORY     - 20240820 GOOD             KADRMA
 QS0958
 QS0958                          STATION DESCRIPTION
 QS0958
 QS0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QS0958'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF MOBRIDGE, AT THE
 QS0958'MOBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MOBRIDGE, P.O. BOX
 QS0958'322, MOBRIDGE, SD 57601.  AIRPORT MANAGER IS VIRGEL LENLING, AIRPORT
 QS0958'PHONE 605-845-2977, HOME 845-7442.
 QS0958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND MAIN
 QS0958'STREET, LOCATED IN THE MIDDLE OF MOBRIDGE, GO EAST ON 12 FOR 2.16 KM
 QS0958'(1.34 MI) TO THE JUNCTION OF A PAVED ROAD.  TURN LEFT, NORTH, ON
 QS0958'PAVED ROAD FOR 0.64 KM (0.40 MI) TO THE PAVED AIRPORT ENTRANCE ROAD
 QS0958'ON THE RIGHT. TURN RIGHT, EAST, ON ENTRANCE ROAD FOR 0.32 KM
 QS0958'(0.20 MI) TO THE SOUTHWEST EDGE OF APRON.  TURN LEFT, EAST-NORTHEAST,
 QS0958'CROSSING APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI.  TURN
 QS0958'LEFT, NORTHEAST, ON TAXI FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE
 QS0958'RUNWAY.  TURN LEFT, WEST-NORTHWEST, ON RUNWAY FOR 0.96 KM (0.60 MI)
 QS0958'TO THE STATION ON THE RIGHT.
 QS0958'THE STATION IS LOCATED 44.0 M (144.4 FT) NORTH-NORTHEAST FROM RUNWAY
 QS0958'CENTER, 8.2 M (26.9 FT) WEST-NORTHWEST OF NORTHWEST END FROM A YELLOW
 QS0958'AND BLACK RUNWAY MARKER AND 0.3 M (1.0 FT) SOUTH-SOUTHWEST FROM A
 QS0958'SHORT FIBERGLASS WITNESS POST.
 QS0958
 QS0958                          STATION RECOVERY (1995)
 QS0958
 QS0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 QS0958'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF GLENHAM, 1.0 MI
 QS0958'(1.6 KM) EAST OF MOBRIDGE AND AT THE MOBRIDGE MUNICIPAL AIRPORT.
 QS0958'OWNERSHIP--CITY OF MOBRIDGE, PO BOX 322, MOBRIDGE SD 57601.  AIRPORT
 QS0958'MANAGER IS VIRGIL LENLING, PHONE 605-845-2977.  TO REACH THE STATION
 QS0958'FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND MAIN STREET IN THE CENTER
 QS0958'OF MOBRIDGE, GO EAST ON U.S. HIGHWAY 12 FOR 1.3 MI (2.1 KM) TO AN
 QS0958'INTERSECTION.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.35 MI
 QS0958'(0.56 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE
 QS0958'AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE FUEL PUMPS ON THE
 QS0958'LEFT AND THE APRON AHEAD.  BEAR LEFT AND GO NORTHEASTERLY CROSSING THE
 QS0958'APRON, THEN ON THE CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 QS0958'RUNWAY.  TURN LEFT AND GO NORTHWEST ON THE RUNWAY FOR 0.6 MI (1.0 KM)
 QS0958'TO THE STATION ON THE RIGHT.  THE STATION IS 144.4 FT (44.0 M)
 QS0958'NORTHEAST OF THE RUNWAY CENTER, 112.9 FT (34.4 M) WEST-NORTHWEST FROM
 QS0958'THE NUMBER 4 PAPI LIGHT (OUTSIDE), 111.2 FT (33.9 M) NORTHWEST FROM
 QS0958'THE NUMBER 3 PAPI LIGHT (3RD FROM RUNWAY) AND 1.0 FT (0.3 M) SOUTHWEST
 QS0958'OF A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 QS0958
 QS0958                          STATION RECOVERY (1997)
 QS0958
 QS0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0958'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0958'MAIN STREET IN MOBRIDGE, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG
 QS0958'AIRPORT ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE AIRPORT
 QS0958'ENTRANCE ROAD, AN APRON, AND A CONNECTOR, THENCE 0.9 KM (0.55 MI)
 QS0958'NORTHWESTERLY ALONG A RUNWAY, 44.0 M (144.4 FT) NORTHEAST OF THE
 QS0958'RUNWAY CENTER, 36.6 M (120.1 FT) NORTHWEST OF A CONTROL BOX, 0.5 M
 QS0958'(1.6 FT) BELOW THE LEVEL OF THE RUNWAY, AND 0.3 M (1.0 FT) SOUTHWEST
 QS0958'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QS0958'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 QS0958'FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY MOBRIDGE
 QS0958'MUNICIPAL AIRPORT, MOBRIDGE, SD 57601, (605) 845-2977.
 QS0958
 QS0958                          STATION RECOVERY (2024)
 QS0958
 QS0958'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2024 (GF)
 QS0958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1191 ***********************************************************************
 PR1191  CBN         -  This is a Cooperative Base Network Control Station.
 PR1191  PACS        -  This is a Primary Airport Control Station.
 PR1191  DESIGNATION -  FAA MDS A
 PR1191  PID         -  PR1191
 PR1191  STATE/COUNTY-  SD/LAKE
 PR1191  COUNTRY     -  US
 PR1191  USGS QUAD   -  MADISON (2017)
 PR1191
 PR1191                         *CURRENT SURVEY CONTROL
 PR1191  ______________________________________________________________________
 PR1191* NAD 83(2011) POSITION- 44 00 57.27020(N) 097 05 07.74535(W)   ADJUSTED
 PR1191* NAD 83(2011) ELLIP HT-   495.381 (meters)        (06/27/12)   ADJUSTED
 PR1191* NAD 83(2011) EPOCH   -  2010.00
 PR1191* NAVD 88 ORTHO HEIGHT -   521.17  (meters)     1709.9   (feet) GPS OBS
 PR1191  ______________________________________________________________________
 PR1191  NAVD 88 orthometric height was determined with geoid model    GEOID96
 PR1191  GEOID HEIGHT    -        -25.729 (meters)                     GEOID96
 PR1191  GEOID HEIGHT    -        -25.798 (meters)                     GEOID18
 PR1191  NAD 83(2011) X  -   -566,744.827 (meters)                     COMP
 PR1191  NAD 83(2011) Y  - -4,559,516.551 (meters)                     COMP
 PR1191  NAD 83(2011) Z  -  4,409,707.180 (meters)                     COMP
 PR1191  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 PR1191
 PR1191  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1191  Standards:
 PR1191         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1191            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1191  -------------------------------------------------------------------
 PR1191  NETWORK    0.75   2.14           0.33   0.27   1.09     -0.23595156
 PR1191  -------------------------------------------------------------------
 PR1191  Click here for local accuracies and other accuracy information.
 PR1191
 PR1191.This mark is at Madison Airport (MDS)
 PR1191
 PR1191.The horizontal coordinates were established by GPS observations
 PR1191.and adjusted by the National Geodetic Survey in June 2012.
 PR1191
 PR1191.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1191.been affixed to the stable North American tectonic plate. See 
 PR1191.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1191
 PR1191.The horizontal coordinates are valid at the epoch date displayed above
 PR1191.which is a decimal equivalence of Year/Month/Day.
 PR1191
 PR1191.The orthometric height was determined by GPS observations and a
 PR1191.high-resolution geoid model.
 PR1191
 PR1191.GPS derived orthometric heights for airport stations designated as
 PR1191.PACS or SACS are published to 2 decimal places.  This maintains
 PR1191.centimeter relative accuracy between the PACS and SACS.  It does
 PR1191.not indicate centimeter accuracy relative to other marks which are
 PR1191.part of the published vertical control network.
 PR1191
 PR1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1191.GEOID18 height accuracy estimate available here.
 PR1191
 PR1191.Click photographs - Photos may exist for this station.
 PR1191
 PR1191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1191
 PR1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1191
 PR1191.The ellipsoidal height was determined by GPS observations
 PR1191.and is referenced to NAD 83.
 PR1191
 PR1191. The following values were computed from the NAD 83(2011) position.
 PR1191
 PR1191;                    North         East     Units Scale Factor Converg.
 PR1191;SPC SD S     -   192,013.389   860,343.593   MT  0.99993091   +2 14 25.9
 PR1191;SPC SD S     -   629,963.93  2,822,643.94   sFT  0.99993091   +2 14 25.9
 PR1191;UTM  14      - 4,875,421.577   653,454.560   MT  0.99988963   +1 19 50.1
 PR1191
 PR1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1191!SPC SD S     -   0.99992233  x   0.99993091  =   0.99985324
 PR1191!UTM  14      -   0.99992233  x   0.99988963  =   0.99981197
 PR1191
 PR1191:                Primary Azimuth Mark                     Grid Az
 PR1191:SPC SD S     -  FAA MDS B                                330 59 41.3
 PR1191:UTM  14      -  FAA MDS B                                331 54 17.1
 PR1191
 PR1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5345475421(NAD 83)
 PR1191
 PR1191|---------------------------------------------------------------------|
 PR1191| PID    Reference Object                     Distance      Geod. Az  |
 PR1191|                                                           dddmmss.s |
 PR1191| PR1192 FAA MDS B                           APPROX. 0.6 KM 3331407.2 |
 PR1191|---------------------------------------------------------------------|
 PR1191
 PR1191                          SUPERSEDED SURVEY CONTROL
 PR1191
 PR1191  NAD 83(2007)-  44 00 57.27014(N)    097 05 07.74630(W) AD(2002.00) 0
 PR1191  ELLIP H (02/10/07)  495.411  (m)                       GP(2002.00)    
 PR1191  ELLIP H (04/15/04)  495.431  (m)                       GP(       ) 2 1
 PR1191  NAD 83(1996)-  44 00 57.26965(N)    097 05 07.74557(W) AD(       ) B
 PR1191  ELLIP H (04/18/97)  495.437  (m)                       GP(       ) 4 1
 PR1191  NAD 83(1986)-  44 00 57.27578(N)    097 05 07.71704(W) AD(       ) 3
 PR1191  NGVD 29 (02/28/92)  521.54   (m)  GEOID90  model used  GPS OBS        
 PR1191
 PR1191.Superseded values are not recommended for survey control.
 PR1191
 PR1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1191.See file dsdata.pdf to determine how the superseded data were derived.
 PR1191
 PR1191_MARKER: I = METAL ROD
 PR1191_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1191_STAMPING: FAA MDS A 1991
 PR1191_MARK LOGO: NGS
 PR1191_PROJECTION: FLUSH
 PR1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1191+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 PR1191_ROD/PIPE-DEPTH: 5.2 meters
 PR1191_SLEEVE-DEPTH  : 0.9 meters
 PR1191
 PR1191  HISTORY     - Date     Condition        Report By
 PR1191  HISTORY     - 1991     MONUMENTED       NGS
 PR1191  HISTORY     - 19960618 GOOD             NGS
 PR1191  HISTORY     - 20110803 GOOD             WOOLPT
 PR1191
 PR1191                          STATION DESCRIPTION
 PR1191
 PR1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PR1191'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST-NORTHEAST OF
 PR1191'MADISON, AT THE MADISON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 PR1191'MADISON, P.O. BOX 308, MADISON, SD 57042.  AIRPORT MANAGER IS CHRIS
 PR1191'FUNK, AIRPORT PHONE 605-256-9774.
 PR1191'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34 AND NORTHEAST
 PR1191'SECOND STREET, LOCATED IN THE MIDDLE OF MADISON, GO EAST ON SECOND
 PR1191'STREET (TURNS TO THRID STREET) FOR 1.6 KM (1.0 MI) TO THE JUNCTION A
 PR1191'PAVED ROAD TO THE LEFT.  TURN LEFT, NORTH, ON PAVED ROAD FOR 0.64 KM
 PR1191'(0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT,
 PR1191'EAST, ON ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE
 PR1191'STRAIGHT AHEAD AND A GATE ON THE LEFT. PASS THROUGH GATE AND GO
 PR1191'NORTHEAST THEN EAST AROUND THE NORTH SIDE OF THE OFFICE/HANGAR FOR
 PR1191'0.1 KM (0.1 MI) TO THE APRON.  BEAR RIGHT, EAST-SOUTHEAST, CROSSING
 PR1191'APRON AND ON TAXI FOR 0.1 KM (0.1 MI) TO THE JUNCTION OF THE RUNWAY.
 PR1191'TURN LEFT, NORTHWEST, ON RUNWAY FOR 0.16 KM (0.10 MI) TO THE STATION
 PR1191'ON THE RIGHT.
 PR1191'THE STATION IS LOCATED 44.8 M (147.0 FT) NORTHEAST FROM RUNWAY CENTER,
 PR1191'42.8 M (140.4 FT) NORTH-NORTHEAST FROM A RUNWAY LIGHT, 39.7 M
 PR1191'(130.2 FT) EAST FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) SOUTHWEST FROM
 PR1191'A SHORT FIBERGLASS WITNESS POST.
 PR1191
 PR1191                          STATION RECOVERY (1996)
 PR1191
 PR1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PR1191'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST-NORTHEAST OF
 PR1191'MADISON, AT THE MADISON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 PR1191'MADISON, POST OFFICE BOX 308, MADISON, SD 57042.  CONTACT CRIS FUNK
 PR1191'AIRPORT MANAGER, TELEPHONE NUMBER (605) 256-9774.  TO REACH THE
 PR1191'STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND NORTHEAST 2ND STREET
 PR1191'IN MADISON, GO EAST ON 2ND STREET THEN 3RD STREET FOR 1.6 KM (1.00 MI)
 PR1191'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 PR1191'THE PAVED ROAD FOR 0.64 KM (0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON
 PR1191'THE RIGHT, TURN RIGHT, EAST ON THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI)
 PR1191'TO A GATE JUST NORTH OF THE AIRPORT OFFICE, PASS THROUGH THE GATE AND
 PR1191'GO NORTH, THEN EAST AND SOUTH ON THE HANGAR ROAD FOR 0.24 KM (0.15 MI)
 PR1191'TO AN APRON, GO 0.1 KM (0.05 MI) ACROSS THE APRON AND ON A TAXIWAY TO
 PR1191'THE JUNCTION OF THE RUNWAY, TURN LEFT, NORTH ON THE RUNWAY FOR 0.16 KM
 PR1191'(0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 58.9 M
 PR1191'(193.2 FT) NORTH OF A RUNWAY LIGHT, 44.8 M (147.0 FT) NORTHEAST OF THE
 PR1191'RUNWAY CENTERLINE, 31.1 M (102.0 FT) EAST-NORTHEAST OF A RUNWAY LIGHT,
 PR1191'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE RUNWAY, 0.4 M (1.3 FT) SOUTHWEST
 PR1191'OF A WITNESS POST, AND 0.08 M (0.26 FT) BELOW THE GROUND SURFACE.
 PR1191'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PR1191'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 PR1191'CONTROL STATION.
 PR1191
 PR1191                          STATION RECOVERY (2011)
 PR1191
 PR1191'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 PR1191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1192 ***********************************************************************
 PR1192  SACS        -  This is a Secondary Airport Control Station.
 PR1192  DESIGNATION -  FAA MDS B
 PR1192  PID         -  PR1192
 PR1192  STATE/COUNTY-  SD/LAKE
 PR1192  COUNTRY     -  US
 PR1192  USGS QUAD   -  MADISON (2017)
 PR1192
 PR1192                         *CURRENT SURVEY CONTROL
 PR1192  ______________________________________________________________________
 PR1192* NAD 83(1996) POSITION- 44 01 16.06559(N) 097 05 20.88336(W)   ADJUSTED
 PR1192* NAD 83(1996) ELLIP HT-   494.551 (meters)        (01/23/98)   ADJUSTED
 PR1192* NAVD 88 ORTHO HEIGHT -   520.9   (meters)     1709.    (feet) VERTCON3
 PR1192  ______________________________________________________________________
 PR1192  GEOID HEIGHT    -        -25.793 (meters)                     GEOID18
 PR1192  NAD 83(1996) X  -   -566,985.416 (meters)                     COMP
 PR1192  NAD 83(1996) Y  - -4,559,079.786 (meters)                     COMP
 PR1192  NAD 83(1996) Z  -  4,410,123.804 (meters)                     COMP
 PR1192  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 PR1192  HORZ ORDER      -  THIRD
 PR1192  ELLP ORDER      -  FOURTH    CLASS I
 PR1192
 PR1192.This mark is at Madison Airport (MDS)
 PR1192
 PR1192.The horizontal coordinates were established by GPS observations
 PR1192.and adjusted by the National Geodetic Survey in January 1998.
 PR1192
 PR1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1192
 PR1192.GPS derived orthometric heights for airport stations designated as
 PR1192.PACS or SACS are published to 2 decimal places.  This maintains
 PR1192.centimeter relative accuracy between the PACS and SACS.  It does
 PR1192.not indicate centimeter accuracy relative to other marks which are
 PR1192.part of the published vertical control network.
 PR1192
 PR1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1192.GEOID18 height accuracy estimate available here.
 PR1192
 PR1192.Click photographs - Photos may exist for this station.
 PR1192
 PR1192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1192
 PR1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1192
 PR1192.The ellipsoidal height was determined by GPS observations
 PR1192.and is referenced to NAD 83.
 PR1192
 PR1192. The following values were computed from the NAD 83(1996) position.
 PR1192
 PR1192;                    North         East     Units Scale Factor Converg.
 PR1192;SPC SD S     -   192,581.586   860,028.555   MT  0.99993154   +2 14 16.9
 PR1192;SPC SD S     -   631,828.09  2,821,610.35   sFT  0.99993154   +2 14 16.9
 PR1192;UTM  14      - 4,875,994.681   653,148.597   MT  0.99988847   +1 19 41.4
 PR1192
 PR1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1192!SPC SD S     -   0.99992246  x   0.99993154  =   0.99985400
 PR1192!UTM  14      -   0.99992246  x   0.99988847  =   0.99981094
 PR1192
 PR1192:                Primary Azimuth Mark                     Grid Az
 PR1192:SPC SD S     -  FAA MDS A                                150 59 41.1
 PR1192:UTM  14      -  FAA MDS A                                151 54 16.6
 PR1192
 PR1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5314875994(NAD 83)
 PR1192
 PR1192|---------------------------------------------------------------------|
 PR1192| PID    Reference Object                     Distance      Geod. Az  |
 PR1192|                                                           dddmmss.s |
 PR1192| PR1191 FAA MDS A                           APPROX. 0.6 KM 1531358.0 |
 PR1192|---------------------------------------------------------------------|
 PR1192
 PR1192                          SUPERSEDED SURVEY CONTROL
 PR1192
 PR1192  ELLIP H (08/18/97)  494.552  (m)                       GP(       ) 4 1
 PR1192  NAD 83(1986)-  44 01 16.07174(N)    097 05 20.85482(W) AD(       ) 3
 PR1192  NGVD 29 (02/28/92)  520.65   (m)  GEOID90  model used  GPS OBS        
 PR1192
 PR1192.Superseded values are not recommended for survey control.
 PR1192
 PR1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1192.See file dsdata.pdf to determine how the superseded data were derived.
 PR1192
 PR1192_MARKER: I = METAL ROD
 PR1192_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1192_STAMPING: FAA MDS B 1991
 PR1192_MARK LOGO: NGS
 PR1192_PROJECTION: FLUSH
 PR1192_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1192+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2011
 PR1192_ROD/PIPE-DEPTH: 9.8 meters
 PR1192_SLEEVE-DEPTH  : 0.9 meters
 PR1192
 PR1192  HISTORY     - Date     Condition        Report By
 PR1192  HISTORY     - 1991     MONUMENTED       NGS
 PR1192  HISTORY     - 19960507 GOOD             NGS
 PR1192  HISTORY     - 20110803 GOOD             WOOLPT
 PR1192
 PR1192                          STATION DESCRIPTION
 PR1192
 PR1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PR1192'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST-NORTHEAST OF
 PR1192'MADISON, AT THE MADISON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 PR1192'MADISON, P.O. BOX 308, MADISON, SD 57042.  AIRPORT MANAGER IS CHRIS
 PR1192'FUNK, AIRPORT PHONE 605-256-9774.
 PR1192'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34 AND NORTHEAST
 PR1192'SECOND STREET, LOCATED IN THE MIDDLE OF MADISON, GO EAST ON SECOND
 PR1192'STREET (TURNS TO THRID STREET) FOR 1.6 KM (1.0 MI) TO THE JUNCTION A
 PR1192'PAVED ROAD TO THE LEFT.  TURN LEFT, NORTH, ON PAVED ROAD FOR 0.64 KM
 PR1192'(0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT,
 PR1192'EAST, ON ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE
 PR1192'STRAIGHT AHEAD AND A GATE ON THE LEFT.  PASS THROUGH GATE AND GO
 PR1192'NORTHEAST THEN EAST AROUND THE NORTH SIDE OF THE OFFICE/HANGAR FOR
 PR1192'0.1 KM (0.1 MI) TO THE APRON.  BEAR RIGHT, EAST-SOUTHEAST, CROSSING
 PR1192'APRON AND ON TAXI FOR 0.1 KM (0.1 MI) TO THE JUNCTION OF THE RUNWAY.
 PR1192'TURN LEFT, NORTHWEST, ON RUNWAY FOR 0.8 KM (0.5 MI) TO THE STATION ON
 PR1192'THE RIGHT.
 PR1192'THE STATION IS LOCATED 39.1 M (128.3 FT) NORTHEAST FROM THE CENTER AND
 PR1192'END OF RUNWAY, 24.6 M (80.7 FT) NORTHEAST FROM THE MOST NORTHEASTERLY
 PR1192'RUNWAY END LIGHT, 12.5 M (41.0 FT) NORTHEAST FROM A WARNING LIGHT AND
 PR1192'0.3 M (1.0 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 PR1192
 PR1192                          STATION RECOVERY (1996)
 PR1192
 PR1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PR1192'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST-NORTHEAST OF
 PR1192'MADISON, AT THE MADISON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 PR1192'MADISON, P.O. BOX 308, MADISON, SD 57042.  AIRPORT MANAGER IS CHRIS
 PR1192'FUNK, AIRPORT PHONE 605-256-9774.  TO REACH THE STATION FROM THE
 PR1192'JUNCTION OF STATE ROUTE 34 AND NORTHEAST SECOND STREET, LOCATED IN THE
 PR1192'MIDDLE OF MADISON, GO EAST ON SECOND STREET (TURNS INTO THIRD STREET)
 PR1192'FOR 1.6 KM (1.00 MI) TO THE JUNCTION A PAVED ROAD TO THE LEFT.  TURN
 PR1192'LEFT, NORTH ON PAVED ROAD FOR 0.64 KM (0.40 MI) TO THE AIRPORT
 PR1192'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST ON THE ENTRANCE ROAD FOR
 PR1192'0.24 KM (0.15 MI) TO THE AIRPORT OFFICE STRAIGHT AHEAD AND A GATE ON
 PR1192'THE LEFT.  PASS THROUGH GATE AND GO NORTHEAST THEN EAST AROUND THE
 PR1192'NORTH SIDE OF THE OFFICE/HANGAR FOR 0.1 KM (0.05 MI) TO THE APRON.
 PR1192'BEAR RIGHT, EAST-SOUTHEAST FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF THE
 PR1192'RUNWAY.  TURN LEFT, NORTHWEST ON RUNWAY FOR 0.8 KM (0.50 MI) TO THE
 PR1192'STATION ON THE RIGHT.  THE STATION IS LOCATED 39.0 M (128.0 FT)
 PR1192'NORTHEAST FROM THE CENTER OF RUNWAY, 24.5 M (80.4 FT) NORTHEAST OF A
 PR1192'RUNWAY LIGHT, 29.9 M (98.1 FT) SOUTH OF AN ORANGE ELECTRICAL BOX FOR
 PR1192'VASI LIGHTS, 29.2 M (95.8 FT) EAST-NORTHEAST OF WESTERNMOST VASI
 PR1192'LIGHT, 24.5 M (80.4 FT) NORTHEAST OF A RUNWAY LIGHT AND 0.3 M (1.0 FT)
 PR1192'SOUTHWEST OF A SHORT FIBER GLASS WITNESS POST.  THIS A SECONDARY
 PR1192'AIRPORT CONTROL STATION.
 PR1192
 PR1192                          STATION RECOVERY (2011)
 PR1192
 PR1192'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 PR1192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0767 ***********************************************************************
 PS0767  SACS        -  This is a Secondary Airport Control Station.
 PS0767  DESIGNATION -  FAA MKA A
 PS0767  PID         -  PS0767
 PS0767  STATE/COUNTY-  SD/HAND
 PS0767  COUNTRY     -  US
 PS0767  USGS QUAD   -  MILLER (2017)
 PS0767
 PS0767                         *CURRENT SURVEY CONTROL
 PS0767  ______________________________________________________________________
 PS0767* NAD 83(1996) POSITION- 44 31 13.45618(N) 098 57 21.63777(W)   ADJUSTED
 PS0767* NAD 83(1996) ELLIP HT-   453.679 (meters)        (01/23/98)   ADJUSTED
 PS0767* NAVD 88 ORTHO HEIGHT -   478.134 (meters)     1568.68  (feet) ADJUSTED
 PS0767  ______________________________________________________________________
 PS0767  GEOID HEIGHT    -        -24.545 (meters)                     GEOID18
 PS0767  NAD 83(1996) X  -   -709,173.518 (meters)                     COMP
 PS0767  NAD 83(1996) Y  - -4,499,902.940 (meters)                     COMP
 PS0767  NAD 83(1996) Z  -  4,449,823.228 (meters)                     COMP
 PS0767  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 PS0767  DYNAMIC HEIGHT  -        478.042 (meters)     1568.38  (feet) COMP
 PS0767  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PS0767
 PS0767  HORZ ORDER      -  THIRD
 PS0767  VERT ORDER      -  FIRST     CLASS II
 PS0767  ELLP ORDER      -  FOURTH    CLASS I
 PS0767
 PS0767.This mark is at Miller Airport (MKA)
 PS0767
 PS0767.The horizontal coordinates were established by GPS observations
 PS0767.and adjusted by the National Geodetic Survey in January 1998.
 PS0767
 PS0767.The orthometric height was determined by differential leveling and
 PS0767.adjusted by the NATIONAL GEODETIC SURVEY
 PS0767.in October 1997.
 PS0767
 PS0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0767.GEOID18 height accuracy estimate available here.
 PS0767
 PS0767.Click photographs - Photos may exist for this station.
 PS0767
 PS0767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0767
 PS0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0767
 PS0767.The ellipsoidal height was determined by GPS observations
 PS0767.and is referenced to NAD 83.
 PS0767
 PS0767.The dynamic height is computed by dividing the NAVD 88
 PS0767.geopotential number by the normal gravity value computed on the
 PS0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0767.degrees latitude (g = 980.6199 gals.).
 PS0767
 PS0767.The modeled gravity was interpolated from observed gravity values.
 PS0767
 PS0767. The following values were computed from the NAD 83(1996) position.
 PS0767
 PS0767;                    North         East     Units Scale Factor Converg.
 PS0767;SPC SD N     -    76,884.155   682,995.250   MT  0.99998174   +0 44 19.9
 PS0767;SPC SD N     -   252,244.10  2,240,793.58   sFT  0.99998174   +0 44 19.9
 PS0767;UTM  14      - 4,929,676.606   503,495.847   MT  0.99960015   +0 01 51.0
 PS0767
 PS0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0767!SPC SD N     -   0.99992887  x   0.99998174  =   0.99991061
 PS0767!UTM  14      -   0.99992887  x   0.99960015  =   0.99952905
 PS0767
 PS0767:                Primary Azimuth Mark                     Grid Az
 PS0767:SPC SD N     -  FAA MKA B                                318 38 56.4
 PS0767:UTM  14      -  FAA MKA B                                319 21 25.3
 PS0767
 PS0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0349529676(NAD 83)
 PS0767
 PS0767|---------------------------------------------------------------------|
 PS0767| PID    Reference Object                     Distance      Geod. Az  |
 PS0767|                                                           dddmmss.s |
 PS0767| PS0768 FAA MKA B                           APPROX. 0.8 KM 3192316.3 |
 PS0767|---------------------------------------------------------------------|
 PS0767
 PS0767                          SUPERSEDED SURVEY CONTROL
 PS0767
 PS0767  NAD 83(1986)-  44 31 13.45134(N)    098 57 21.64620(W) AD(       ) 3
 PS0767  NGVD 29 (02/28/92)  477.69   (m)  GEOID90  model used  GPS OBS        
 PS0767
 PS0767.Superseded values are not recommended for survey control.
 PS0767
 PS0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0767.See file dsdata.pdf to determine how the superseded data were derived.
 PS0767
 PS0767_MARKER: F = FLANGE-ENCASED ROD
 PS0767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PS0767_STAMPING: FAA MKA A 1991
 PS0767_MARK LOGO: NGS
 PS0767_PROJECTION: FLUSH
 PS0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0767+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 PS0767_ROD/PIPE-DEPTH: 6.1 meters
 PS0767_SLEEVE-DEPTH  : 0.9 meters
 PS0767
 PS0767  HISTORY     - Date     Condition        Report By
 PS0767  HISTORY     - 1991     MONUMENTED       NGS
 PS0767  HISTORY     - 19941102 GOOD             NGS
 PS0767  HISTORY     - 19950925 GOOD             NGS
 PS0767  HISTORY     - 20191030 GOOD             INDIV
 PS0767
 PS0767                          STATION DESCRIPTION
 PS0767
 PS0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PS0767'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST OF MILLER, AT THE
 PS0767'MILLER MUNICIPAL AIRPORT AND IN THE WEST ANGLE OF THE JUNCTION OF THE
 PS0767'MAIN CONNECTING TAXI AND THE SINGLE ASPHALT RUNWAY.  OWNERSHIP--CITY
 PS0767'OF MILLER, P.O. BOX 69, MILLER, SD 57362.  AIRPORT MANAGER IS BARRY
 PS0767'CRANSTON, PHONE 605-853-2705, (HOME) 853-3537.
 PS0767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PS0767'HIGHWAY 45 SOUTH IN THE CENTER OF MILLER, GO EAST ON HIGHWAY 14 FOR
 PS0767'0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 PS0767'NORTHEASTERLY, ON ENTRANCE DRIVE FOR 0.24 KM (0.15 MI) TO A GATE ON
 PS0767'THE SOUTHEAST SIDE OF THE OFFICE.  PASS THROUGH GATE AND GO NORTHEAST
 PS0767'ACROSS APRON AND CONNECTING TAXI FOR 0.20 KM (0.12 MI) TO THE STATION
 PS0767'ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 PS0767'THE STATION IS LOCATED 32.9 M (107.9 FT) NORTHWEST FROM THE CENTER OF
 PS0767'THE TAXI, 29.3 M (96.1 FT) NORTH FROM THE NORTHWEST END OF A 40 CM
 PS0767'CULVERT PIPE UNDER THE TAXI, 19.6 M (64.3 FT) SOUTHWEST FROM THE
 PS0767'CENTER OF THE RUNWAY AND 13.3 M (43.6 FT) WEST FROM A BLUE TAXI
 PS0767'LIGHT.
 PS0767
 PS0767                          STATION RECOVERY (1994)
 PS0767
 PS0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0767'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0767'IN MILLER, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY ALONG THE ENTRANCE
 PS0767'ROAD FOR THE MILLER MUNICIPAL AIRPORT, 32.7 M (107.3 FT) NORTHWEST OF
 PS0767'THE CENTER OF A TAXIWAY, 29.2 M (95.8 FT) NORTH OF THE NORTHWEST END
 PS0767'OF A PIPE CULVERT UNDER THE TAXIWAY, 14.0 M (45.9 FT) SOUTH OF A WHITE
 PS0767'RUNWAY LIGHT, 13.3 M (43.6 FT) WEST OF A BLUE TAXIWAY LIGHT, 11.8 M
 PS0767'(38.7 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A RUNWAY, AND 0.3 M (1.0
 PS0767'FT) BELOW THE LEVEL OF THE RUNWAY.  NOTE ACCESS TO THE DATUM POINT IS
 PS0767'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH NOT MEET THE
 PS0767'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 PS0767'BY THE MILLER MUNICIPAL AIRPORT, P.O. BOX 416, MILLER, SD 57362,
 PS0767'CONTACT JIM SCHICK, TELEPHONE NUMBER (605) 853-2777 OR (605) 853-2497.
 PS0767
 PS0767                          STATION RECOVERY (1995)
 PS0767
 PS0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PS0767'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF MILLER, 1.0 MI
 PS0767'(1.6 KM) WEST OF ST. LAWRENCE AND AT THE MILLER MUNICIPAL AIRPORT NEAR
 PS0767'THE SOUTH EDGE OF A CONNECTOR TAXIWAY.  OWNERSHIP--CITY OF MILLER, PO
 PS0767'BOX 69, MILLER SD 57362.  AIRPORT MANAGER IS JIM SCHICK, PHONE
 PS0767'605-853-2497.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 PS0767'14 EAST AND STATE HIGHWAY 45 IN MILLER, GO EAST ON US HIGHWAY 14 FOR
 PS0767'1.5 MI (2.4 KM) TO THE AIRPORT ENTRANCE ON THE LEFT (JUST PAST THE OLD
 PS0767'AIRPORT BEACON TOWER).  TURN LEFT AND GO NORTHEASTERLY ON THE ENTRANCE
 PS0767'ROAD 0.15 MI (0.24 KM) TO THE SOUTHEAST SIDE OF THE AIRPORT OFFICE.
 PS0767'BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON THEN A CONNECTOR TAXIWAY
 PS0767'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 162.0
 PS0767'FT (49.4 M) WEST-SOUTHWEST OF THE RUNWAY CENTER AT THE PAVEMENT END,
 PS0767'74.3 FT (22.6 M) NORTHEAST OF THE SOUTH END OF A CONCRETE CULVERT
 PS0767'UNDER THE TAXIWAY, 26.5 FT (8.1 M) SOUTHEAST OF THE CONNECTOR TAXIWAY
 PS0767'CENTER, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST AND 1.2 FT (0.4 M)
 PS0767'SOUTHWEST OF A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL
 PS0767'STATION.  NOTE--AIRPORT IS UNDER CONSTRUCTION AT THIS TIME AND TO
 PS0767'REACH MAY CHANGE.
 PS0767
 PS0767                          STATION RECOVERY (2019)
 PS0767
 PS0767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BKK)
 PS0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0768 ***********************************************************************
 PS0768  PACS        -  This is a Primary Airport Control Station.
 PS0768  DESIGNATION -  FAA MKA B
 PS0768  PID         -  PS0768
 PS0768  STATE/COUNTY-  SD/HAND
 PS0768  COUNTRY     -  US
 PS0768  USGS QUAD   -  MILLER (2017)
 PS0768
 PS0768                         *CURRENT SURVEY CONTROL
 PS0768  ______________________________________________________________________
 PS0768* NAD 83(2011) POSITION- 44 31 34.07080(N) 098 57 46.34705(W)   ADJUSTED
 PS0768* NAD 83(2011) ELLIP HT-   455.126 (meters)        (06/27/12)   ADJUSTED
 PS0768* NAD 83(2011) EPOCH   -  2010.00
 PS0768* NAVD 88 ORTHO HEIGHT -   479.647 (meters)     1573.64  (feet) ADJUSTED
 PS0768  ______________________________________________________________________
 PS0768  GEOID HEIGHT    -        -24.527 (meters)                     GEOID18
 PS0768  NAD 83(2011) X  -   -709,643.217 (meters)                     COMP
 PS0768  NAD 83(2011) Y  - -4,499,378.203 (meters)                     COMP
 PS0768  NAD 83(2011) Z  -  4,450,277.949 (meters)                     COMP
 PS0768  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 PS0768  DYNAMIC HEIGHT  -        479.556 (meters)     1573.34  (feet) COMP
 PS0768  MODELED GRAVITY -    980,413.8   (mgal)                       NAVD 88
 PS0768
 PS0768  VERT ORDER      -  FIRST     CLASS II
 PS0768
 PS0768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PS0768  Standards:
 PS0768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PS0768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PS0768  -------------------------------------------------------------------
 PS0768  NETWORK    1.14   3.41           0.53   0.37   1.74     -0.13531708
 PS0768  -------------------------------------------------------------------
 PS0768  Click here for local accuracies and other accuracy information.
 PS0768
 PS0768.This mark is at Miller Airport (MKA)
 PS0768
 PS0768.The horizontal coordinates were established by GPS observations
 PS0768.and adjusted by the National Geodetic Survey in June 2012.
 PS0768
 PS0768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PS0768.been affixed to the stable North American tectonic plate. See 
 PS0768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PS0768
 PS0768.The horizontal coordinates are valid at the epoch date displayed above
 PS0768.which is a decimal equivalence of Year/Month/Day.
 PS0768
 PS0768.The orthometric height was determined by differential leveling and
 PS0768.adjusted by the NATIONAL GEODETIC SURVEY
 PS0768.in October 1997.
 PS0768
 PS0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0768.GEOID18 height accuracy estimate available here.
 PS0768
 PS0768.Click photographs - Photos may exist for this station.
 PS0768
 PS0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0768
 PS0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0768
 PS0768.The ellipsoidal height was determined by GPS observations
 PS0768.and is referenced to NAD 83.
 PS0768
 PS0768.The dynamic height is computed by dividing the NAVD 88
 PS0768.geopotential number by the normal gravity value computed on the
 PS0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0768.degrees latitude (g = 980.6199 gals.).
 PS0768
 PS0768.The modeled gravity was interpolated from observed gravity values.
 PS0768
 PS0768. The following values were computed from the NAD 83(2011) position.
 PS0768
 PS0768;                    North         East     Units Scale Factor Converg.
 PS0768;SPC SD N     -    77,513.396   682,441.478   MT  0.99998083   +0 44 02.4
 PS0768;SPC SD N     -   254,308.53  2,238,976.75   sFT  0.99998083   +0 44 02.4
 PS0768;UTM  14      - 4,930,312.399   502,950.101   MT  0.99960011   +0 01 33.7
 PS0768
 PS0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0768!SPC SD N     -   0.99992864  x   0.99998083  =   0.99990947
 PS0768!UTM  14      -   0.99992864  x   0.99960011  =   0.99952878
 PS0768
 PS0768:                Primary Azimuth Mark                     Grid Az
 PS0768:SPC SD N     -  FAA MKA A                                138 38 56.6
 PS0768:UTM  14      -  FAA MKA A                                139 21 25.3
 PS0768
 PS0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0295030312(NAD 83)
 PS0768
 PS0768|---------------------------------------------------------------------|
 PS0768| PID    Reference Object                     Distance      Geod. Az  |
 PS0768|                                                           dddmmss.s |
 PS0768| PS0767 FAA MKA A                           APPROX. 0.8 KM 1392259.0 |
 PS0768|---------------------------------------------------------------------|
 PS0768
 PS0768                          SUPERSEDED SURVEY CONTROL
 PS0768
 PS0768  NAD 83(2007)-  44 31 34.07090(N)    098 57 46.34792(W) AD(2002.00) 0
 PS0768  ELLIP H (02/10/07)  455.157  (m)                       GP(2002.00)    
 PS0768  ELLIP H (04/15/04)  455.156  (m)                       GP(       ) 2 1
 PS0768  NAD 83(1996)-  44 31 34.07037(N)    098 57 46.34751(W) AD(       ) B
 PS0768  ELLIP H (04/18/97)  455.199  (m)                       GP(       ) 4 1
 PS0768  NAD 83(1986)-  44 31 34.06550(N)    098 57 46.35594(W) AD(       ) 3
 PS0768  NAVD 88 (04/18/97)  479.68   (m)  GEOID96  model used  GPS OBS        
 PS0768  NGVD 29 (02/28/92)  479.18   (m)  GEOID90  model used  GPS OBS        
 PS0768
 PS0768.Superseded values are not recommended for survey control.
 PS0768
 PS0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0768.See file dsdata.pdf to determine how the superseded data were derived.
 PS0768
 PS0768_MARKER: F = FLANGE-ENCASED ROD
 PS0768_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PS0768_STAMPING: FAA MKA B 1991
 PS0768_MARK LOGO: NGS
 PS0768_PROJECTION: FLUSH
 PS0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0768+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2019
 PS0768_ROD/PIPE-DEPTH: 4.9 meters
 PS0768_SLEEVE-DEPTH  : 0.9 meters
 PS0768
 PS0768  HISTORY     - Date     Condition        Report By
 PS0768  HISTORY     - 1991     MONUMENTED       NGS
 PS0768  HISTORY     - 19941114 GOOD             NGS
 PS0768  HISTORY     - 19950925 GOOD             NGS
 PS0768  HISTORY     - 20191030 GOOD             INDIV
 PS0768
 PS0768                          STATION DESCRIPTION
 PS0768
 PS0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PS0768'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST OF MILLER, AT THE
 PS0768'MILLER MUNICIPAL AIRPORT AND NEAR THE WEST CORNER OF THE NORTHWEST
 PS0768'END OF THE SINGLE ASPHALT RUNWAY.  OWNERSHIP--CITY OF MILLER, P.O.
 PS0768'BOX 69, MILLER, SD 57362.  AIRPORT MANAGER IS BARRY CRANSTON, PHONE
 PS0768'605-853-2705, (HOME) 853-3537.
 PS0768'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PS0768'HIGHWAY 45 SOUTH IN THE CENTER OF MILLER, GO EAST ON HIGHWAY 14 FOR
 PS0768'2.4 KM (1.5 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 PS0768'NORTHEASTERLY, ON ENTRANCE DRIVE FOR 0.08 KM (0.05 MI) TO A GATE ON
 PS0768'THE SOUTHEAST SIDE OF THE OFFICE.  PASS THROUGH GATE AND GO NORTHEAST
 PS0768'ACROSS APRON AND CONNECTING TAXI FOR 0.24 KM (0.15 MI) TO THE RUNWAY.
 PS0768'TURN LEFT, NORTHWEST, ON RUNWAY FOR 0.90 KM (0.56 MI) TO THE STATION
 PS0768'ON THE LEFT JUST BEFORE REACHING THE NORTHWEST END OF RUNWAY.
 PS0768'THE STATION IS LOCATED 39.6 M (129.9 FT) EAST FROM THE CENTER OF A
 PS0768'SECTION LINE GRAVEL ROAD, 33.8 M (110.9 FT) WEST-NORTHWEST FROM THE
 PS0768'SOUTH CORNER OF A NARROW ASPHALT TURNAROUND AT NORTHWEST END OF
 PS0768'RUNWAY, 31.8 M (104.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 PS0768'NORTHWEST END OF THE RUNWAY, 29.1 M (95.5 FT) SOUTHWEST FROM THE
 PS0768'CENTER OF THE RUNWAY AND 26.0 M (85.3 FT) EAST FROM A FIBERGLASS
 PS0768'WITNESS POST AT THE NORTH END OF A WOODEN BRACE FOR A WIRE GATE IN
 PS0768'FENCE LINE.
 PS0768
 PS0768                          STATION RECOVERY (1994)
 PS0768
 PS0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0768'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0768'IN MILLER, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY ALONG THE ENTRANCE
 PS0768'ROAD FOR THE MILLER MUNICIPAL AIRPORT, THENCE 0.9 KM (0.55 MI)
 PS0768'NORTHWESTERLY ALONG A RUNWAY, 39.6 M (129.9 FT) EAST OF THE CENTER OF
 PS0768'A GRAVELED ROAD, 33.8 M (110.9 FT) WEST-NORTHWEST OF THE SOUTH CORNER
 PS0768'OF AN ASPHALT CROSSOVER AT THE NORTHWEST END OF THE RUNWAY, 31.8 M
 PS0768'(104.3 FT) SOUTH-SOUTHWEST OF THE RUNWAY CENTER, 26.0 M (85.3 FT) EAST
 PS0768'OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PS0768'RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PS0768'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 PS0768'THE MONUMENT IS ON PROPERTY OWNED BY THE MILLER MUNICIPAL AIRPORT,
 PS0768'P.O. BOX 416, MILLER, SD 57362, CONTACT JIM SCHICK, TELEPHONE NUMBER
 PS0768'(605) 853-2777 OR (605) 853-2497.
 PS0768
 PS0768                          STATION RECOVERY (1995)
 PS0768
 PS0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 PS0768'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF MILLER AND NEAR
 PS0768'THE EAST PERIMETER FENCE AT THE MILLER MUNICIPAL AIRPORT.
 PS0768'OWNERSHIP--CITY OF MILLER, PO BOX 69, MILLER, SD 57362.  AIRPORT
 PS0768'MANAGER IS JIM SCHICK, PHONE (605) 853-2497.  TO REACH THE STATION
 PS0768'FROM THE JUNCTION OF U.S. HIGHWAY 14 EAST AND STATE HIGHWAY 45 IN
 PS0768'MILLER, GO EAST ON U.S. HIGHWAY 14 FOR 1.25 MI (2.01 KM) TO THE
 PS0768'JUNCTION OF A GRAVELED ROAD, TURN LEFT AND GO NORTH ON THE GRAVELED
 PS0768'ROAD FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.  THE STATION
 PS0768'IS 130.0 FT (39.6 M) EAST OF THE ROAD CENTER, 110.9 FT (33.8 M)
 PS0768'WEST-NORTHWEST OF THE SOUTH CORNER OF A NARROW ASPHALT TURNAROUND AT
 PS0768'THE NORTHWEST END OF AN OLD RUNWAY, 91.5 FT (27.9 M) EAST OF THE SOUTH
 PS0768'END OF A GATE, 86.2 FT (26.3 M) EAST OF THE NORTH END OF A GATE, 54.0
 PS0768'FT (16.5 M) SOUTH OF THE CENTER OF A TRACK ROAD, 1.2 FT (0.4 M) EAST
 PS0768'OF A WITNESS POST, AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 PS0768'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THIS
 PS0768'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 PS0768'CONTROL STATION.
 PS0768
 PS0768                          STATION RECOVERY (2019)
 PS0768
 PS0768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BKK)
 PS0768'THE MARK IS WITNESSED WITH TWO POSTS AND IS APPROXIMATELY 75 FT (22.9
 PS0768'M) EAST OF AIRPORT FENCE AT A GATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1211 ***********************************************************************
 PT1211  CBN         -  This is a Cooperative Base Network Control Station.
 PT1211  PACS        -  This is a Primary Airport Control Station.
 PT1211  DESIGNATION -  FAA PHP A
 PT1211  PID         -  PT1211
 PT1211  STATE/COUNTY-  SD/HAAKON
 PT1211  COUNTRY     -  US
 PT1211  USGS QUAD   -  PHILIP SE (2017)
 PT1211
 PT1211                         *CURRENT SURVEY CONTROL
 PT1211  ______________________________________________________________________
 PT1211* NAD 83(2011) POSITION- 44 02 54.33618(N) 101 36 00.78481(W)   ADJUSTED
 PT1211* NAD 83(2011) ELLIP HT-   649.432 (meters)        (06/27/12)   ADJUSTED
 PT1211* NAD 83(2011) EPOCH   -  2010.00
 PT1211* NAVD 88 ORTHO HEIGHT -   670.78  (meters)     2200.7   (feet) GPS OBS
 PT1211  ______________________________________________________________________
 PT1211  NAVD 88 orthometric height was determined with geoid model    GEOID96
 PT1211  GEOID HEIGHT    -        -21.259 (meters)                     GEOID96
 PT1211  GEOID HEIGHT    -        -21.339 (meters)                     GEOID18
 PT1211  NAD 83(2011) X  -   -923,407.883 (meters)                     COMP
 PT1211  NAD 83(2011) Y  - -4,498,405.540 (meters)                     COMP
 PT1211  NAD 83(2011) Z  -  4,412,412.201 (meters)                     COMP
 PT1211  LAPLACE CORR    -         -9.52  (seconds)                    DEFLEC18
 PT1211
 PT1211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PT1211  Standards:
 PT1211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PT1211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PT1211  -------------------------------------------------------------------
 PT1211  NETWORK    1.13   3.06           0.53   0.36   1.56     -0.06316115
 PT1211  -------------------------------------------------------------------
 PT1211  Click here for local accuracies and other accuracy information.
 PT1211
 PT1211.This mark is at Philip Airport (PHP)
 PT1211
 PT1211.The horizontal coordinates were established by GPS observations
 PT1211.and adjusted by the National Geodetic Survey in June 2012.
 PT1211
 PT1211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PT1211.been affixed to the stable North American tectonic plate. See 
 PT1211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PT1211
 PT1211.The horizontal coordinates are valid at the epoch date displayed above
 PT1211.which is a decimal equivalence of Year/Month/Day.
 PT1211
 PT1211.The orthometric height was determined by GPS observations and a
 PT1211.high-resolution geoid model.
 PT1211
 PT1211.GPS derived orthometric heights for airport stations designated as
 PT1211.PACS or SACS are published to 2 decimal places.  This maintains
 PT1211.centimeter relative accuracy between the PACS and SACS.  It does
 PT1211.not indicate centimeter accuracy relative to other marks which are
 PT1211.part of the published vertical control network.
 PT1211
 PT1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1211.GEOID18 height accuracy estimate available here.
 PT1211
 PT1211.Click photographs - Photos may exist for this station.
 PT1211
 PT1211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1211
 PT1211.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1211
 PT1211.The ellipsoidal height was determined by GPS observations
 PT1211.and is referenced to NAD 83.
 PT1211
 PT1211. The following values were computed from the NAD 83(2011) position.
 PT1211
 PT1211;                    North         East     Units Scale Factor Converg.
 PT1211;SPC SD S     -   191,309.647   498,481.224   MT  0.99993500   -0 52 26.3
 PT1211;SPC SD S     -   627,655.07  1,635,433.82   sFT  0.99993500   -0 52 26.3
 PT1211;UTM  14      - 4,880,538.940   291,696.991   MT  1.00013369   -1 48 30.6
 PT1211
 PT1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1211!SPC SD S     -   0.99989818  x   0.99993500  =   0.99983318
 PT1211!UTM  14      -   0.99989818  x   1.00013369  =   1.00003185
 PT1211
 PT1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9169680538(NAD 83)
 PT1211
 PT1211                          SUPERSEDED SURVEY CONTROL
 PT1211
 PT1211  NAD 83(2007)-  44 02 54.33612(N)    101 36 00.78590(W) AD(2002.00) 0
 PT1211  ELLIP H (02/10/07)  649.456  (m)                       GP(2002.00)    
 PT1211  ELLIP H (04/15/04)  649.439  (m)                       GP(       ) 2 1
 PT1211  NAD 83(1996)-  44 02 54.33556(N)    101 36 00.78551(W) AD(       ) B
 PT1211  ELLIP H (04/18/97)  649.499  (m)                       GP(       ) 4 1
 PT1211  NAD 83(1986)-  44 02 54.32700(N)    101 36 00.78767(W) AD(       ) 3
 PT1211  NGVD 29 (02/28/92)  670.32   (m)  GEOID90  model used  GPS OBS        
 PT1211
 PT1211.Superseded values are not recommended for survey control.
 PT1211
 PT1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1211.See file dsdata.pdf to determine how the superseded data were derived.
 PT1211
 PT1211_MARKER: I = METAL ROD
 PT1211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PT1211_STAMPING: FAA PHP A 1991
 PT1211_MARK LOGO: NGS
 PT1211_PROJECTION: RECESSED 3 CENTIMETERS
 PT1211_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1211+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2014
 PT1211_ROD/PIPE-DEPTH: 5.5 meters
 PT1211_SLEEVE-DEPTH  : 0.9 meters
 PT1211
 PT1211  HISTORY     - Date     Condition        Report By
 PT1211  HISTORY     - 1991     MONUMENTED       NGS
 PT1211  HISTORY     - 19950927 GOOD             NGS
 PT1211  HISTORY     - 20140910 GOOD             INDIV
 PT1211
 PT1211                          STATION DESCRIPTION
 PT1211
 PT1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PT1211'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST OF PHILIP, AT THE
 PT1211'PHILIP MUNICIPAL AIRPORT AND IN THE EAST QUADRANT OF THE INTERSECTION
 PT1211'OF ASPHALT RUNWAY 12-30 AND TURF RUNWAY 5-23.  OWNERSHIP--CITY OF
 PT1211'PHILIP, P.O. BOX 408, PHILIP, SD 57567. AIRPORT MANAGER IS VERN
 PT1211'VANDERMAY, PHONE 605-859-2436.  CITY PHONE 605-859-2644.
 PT1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PT1211'HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO EAST ON HIGHWAY 14 FOR
 PT1211'5.71 KM (3.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 PT1211'LEFT, SOUTH, ON THE AIRPORT ENTRANCE ROAD FOR 0.40 KM (0.25 MI) TO A
 PT1211'GRAVEL ROAD ON THE RIGHT JUST AFTER CROSSING CATTLE GUARD.  TURN
 PT1211'RIGHT, WEST THEN SOUTH, ON GRAVEL ROAD AROUND HANGARS FOR 0.20 KM
 PT1211'(0.12 MI) TO A GATE.  PASS THROUGH GATE AND GO SOUTH ON GRAVEL DRIVE
 PT1211'FOR 20 M (65.6 FT) TO THE TAXI.  TURN RIGHT, SOUTHWEST, ON CONNECTING
 PT1211'TAXI FOR 0.27 KM (0.17 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT,
 PT1211'SOUTHEAST, ON RUNWAY FOR 0.30 KM (0.19 MI) TO THE STATION ON THE LEFT
 PT1211'JUST AFTER CROSSING THE TURF RUNWAY.
 PT1211'THE STATION IS LOCATED 27.5 M (90.2 FT) NORTHEAST FROM THE CENTER OF
 PT1211'THE ASPHALT RUNWAY, 20.6 M (67.6 FT) EAST FROM THE RUNWAY LIGHT AT
 PT1211'THE JUNCTION OF RUNWAYS, 8.8 M (28.9 FT) SOUTHEAST FROM A SHORT
 PT1211'FIBERGLASS WITNESS POST AT THE SOUTHWEST END OF A TURF RUNWAY MARKER
 PT1211'AND 8.1 M (26.6 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST END OF A 40 CM
 PT1211'CONCRETE CULVERT PIPE UNDER THE TURF RUNWAY.
 PT1211
 PT1211                          STATION RECOVERY (1995)
 PT1211
 PT1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 PT1211'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF PHILIP, AT THE
 PT1211'PHILIP MUNICIPAL AIRPORT, NEAR THE JUNCTION OF A TURF AND A PAVED
 PT1211'RUNWAY.  OWNERSHIP--CITY OF PHILIP, P.O. BOX 408, PHILIP, SD 57567.
 PT1211'AIRPORT MANAGER IS VERN VANDERMAY, PHONE (605) 859-2436.  TO REACH THE
 PT1211'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 73
 PT1211'IN PHILIP, GO EAST ON U.S. HIGHWAY 14 FOR 3.55 MI (5.71 KM) TO THE
 PT1211'AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE
 PT1211'ENTRANCE ROAD FOR 0.25 MI (0.40 KM) TO A GRAVEL ROAD RIGHT JUST AFTER
 PT1211'CROSSING A CATTLE GUARD, TURN RIGHT AND GO WEST, THEN SOUTH ON THE
 PT1211'GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO A GATE, PASS THROUGH GATE, TURN
 PT1211'RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.15 MI (0.24 KM) TO THE
 PT1211'RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE RUNWAY FOR 0.2 MI (0.3 KM)
 PT1211'TO THE STATION ON THE LEFT, JUST AFTER CROSSING THE TURF RUNWAY.  THE
 PT1211'STATION IS LOCATED 90.2 FT (27.5 M) NORTHEAST OF THE PAVED RUNWAY
 PT1211'CENTER, 67.6 FT (20.6 M) EAST OF THE RUNWAY LIGHT AT THE JUNCTION OF
 PT1211'THE RUNWAYS, 28.9 FT (8.8 M) SOUTHEAST OF A SHORT WITNESS POST IN THE
 PT1211'WEST END OF A TURF RUNWAY EDGE MARKER, AND 26.6 FT (8.1 M) SOUTH OF
 PT1211'THE SOUTHEAST END OF A CULVERT.  NOTE--ACCESS TO THE DATUM POINT IS
 PT1211'THROUGH A 5-INCH LOGO CAP.  THIS STATION WAS USED AS AN AREA
 PT1211'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 PT1211
 PT1211                          STATION RECOVERY (2014)
 PT1211
 PT1211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TJ)
 PT1211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1214 ***********************************************************************
 PT1214  DESIGNATION -  FAA SD19 A
 PT1214  PID         -  PT1214
 PT1214  STATE/COUNTY-  SD/ZIEBACH
 PT1214  COUNTRY     -  US
 PT1214  USGS QUAD   -  HIGH ELK HILL (2017)
 PT1214
 PT1214                         *CURRENT SURVEY CONTROL
 PT1214  ______________________________________________________________________
 PT1214* NAD 83(1996) POSITION- 44 59 16.96356(N) 101 15 19.96779(W)   ADJUSTED
 PT1214* NAD 83(1996) ELLIP HT-   719.925 (meters)        (01/23/98)   ADJUSTED
 PT1214* NAVD 88 ORTHO HEIGHT -   741.2   (meters)     2432.    (feet) VERTCON3
 PT1214  ______________________________________________________________________
 PT1214  GEOID HEIGHT    -        -21.208 (meters)                     GEOID18
 PT1214  NAD 83(1996) X  -   -882,049.907 (meters)                     COMP
 PT1214  NAD 83(1996) Y  - -4,432,121.922 (meters)                     COMP
 PT1214  NAD 83(1996) Z  -  4,486,917.855 (meters)                     COMP
 PT1214  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 PT1214  HORZ ORDER      -  THIRD
 PT1214  ELLP ORDER      -  FOURTH    CLASS I
 PT1214
 PT1214.This mark is at Eagle Butte Airport (SD19)
 PT1214
 PT1214.The horizontal coordinates were established by GPS observations
 PT1214.and adjusted by the National Geodetic Survey in January 1998.
 PT1214
 PT1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1214
 PT1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1214.GEOID18 height accuracy estimate available here.
 PT1214
 PT1214.Click photographs - Photos may exist for this station.
 PT1214
 PT1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1214
 PT1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1214
 PT1214.The ellipsoidal height was determined by GPS observations
 PT1214.and is referenced to NAD 83.
 PT1214
 PT1214. The following values were computed from the NAD 83(1996) position.
 PT1214
 PT1214;                    North         East     Units Scale Factor Converg.
 PT1214;SPC SD N     -   129,081.961   500,993.478   MT  0.99993972   -0 53 19.0
 PT1214;SPC SD N     -   423,496.40  1,643,676.10   sFT  0.99993972   -0 53 19.0
 PT1214;UTM  14      - 4,984,097.310   322,191.377   MT  0.99998877   -1 35 42.0
 PT1214
 PT1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1214!SPC SD N     -   0.99988714  x   0.99993972  =   0.99982686
 PT1214!UTM  14      -   0.99988714  x   0.99998877  =   0.99987591
 PT1214
 PT1214:                Primary Azimuth Mark                     Grid Az
 PT1214:SPC SD N     -  FAA SD19 B                               136 53 02.0
 PT1214:UTM  14      -  FAA SD19 B                               137 35 25.0
 PT1214
 PT1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2219184097(NAD 83)
 PT1214
 PT1214|---------------------------------------------------------------------|
 PT1214| PID    Reference Object                     Distance      Geod. Az  |
 PT1214|                                                           dddmmss.s |
 PT1214| PT1215 FAA SD19 B                          APPROX. 0.8 KM 1355943.0 |
 PT1214|---------------------------------------------------------------------|
 PT1214
 PT1214                          SUPERSEDED SURVEY CONTROL
 PT1214
 PT1214  NAD 83(1986)-  44 59 16.95597(N)    101 15 19.96755(W) AD(       ) 3
 PT1214  NGVD 29 (02/28/92)  740.7    (m)  GEOID90  model used  GPS OBS        
 PT1214
 PT1214.Superseded values are not recommended for survey control.
 PT1214
 PT1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1214.See file dsdata.pdf to determine how the superseded data were derived.
 PT1214
 PT1214_MARKER: F = FLANGE-ENCASED ROD
 PT1214_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PT1214_STAMPING: FAA SD19 A 1991
 PT1214_MARK LOGO: NGS
 PT1214_PROJECTION: FLUSH
 PT1214_MAGNETIC: I = MARKER IS A STEEL ROD
 PT1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1214+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 PT1214_ROD/PIPE-DEPTH: 3.4 meters
 PT1214_SLEEVE-DEPTH  : 1.0 meters
 PT1214
 PT1214  HISTORY     - Date     Condition        Report By
 PT1214  HISTORY     - 1991     MONUMENTED       NGS
 PT1214  HISTORY     - 20080903 GOOD             WOOLPT
 PT1214  HISTORY     - 20240605 GOOD             KADRMA
 PT1214
 PT1214                          STATION DESCRIPTION
 PT1214
 PT1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PT1214'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF EAGLE BUTTE,
 PT1214'AT THE CHEYENNE/EAGLE BUTTE AIRPORT.  OWNERSHIP--CITY OF EAGLE BUTTE,
 PT1214'P.O. BOX 746, EAGLE BUTTE, SD 57625.  AIRPORT MANAGER IS JOHN P.
 PT1214'BACHMAN, HOME PHONE 605-964-8133, BUSINESS 964-8138.
 PT1214'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 PT1214'ROUTE 63, LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF EAGLE BUTTE, GO SOUTH
 PT1214'ON HIGHWAY 63 FOR 1.68 KM (1.04 MI) TO THE JUNCTION OF A GRAVEL ROAD.
 PT1214'TURN LEFT, EAST, ON GRAVEL ROAD FOR 1.84 KM (1.14 MI) TO THE PAVED
 PT1214'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON ENTRANCE
 PT1214'ROAD FOR 0.56 KM (0.35 MI) TO AN IRON GATE ON THE RIGHT.  TURN RIGHT,
 PT1214'SOUTHWEST, PASS THROUGH GATE AND CROSS APRON AND TAXI FOR 0.16 KM
 PT1214'(0.10 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 PT1214'THE STATION IS LOCATED 40.3 M (132.2 FT) SOUTHEAST FROM TAXI CENTER
 PT1214'AND IN LINE WITH HOLDING BARS, 37.8 M (124.0 FT) NORTHEAST FROM
 PT1214'RUNWAY CENTER, 32.5 M (106.6 FT) SOUTHWEST FROM SOUTHWEST EDGE OF
 PT1214'APRON, 25.3 M (83.0 FT) NORTHEAST FROM RUNWAY LIGHT NUMBER 6 AND 0.3
 PT1214'M (1.0 FT) NORTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 PT1214
 PT1214                          STATION RECOVERY (2008)
 PT1214
 PT1214'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 PT1214'RECOVERED AS DESCRIBED.
 PT1214
 PT1214                          STATION RECOVERY (2024)
 PT1214
 PT1214'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2024 (GF)
 PT1214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1215 ***********************************************************************
 PT1215  DESIGNATION -  FAA SD19 B
 PT1215  PID         -  PT1215
 PT1215  STATE/COUNTY-  SD/ZIEBACH
 PT1215  COUNTRY     -  US
 PT1215  USGS QUAD   -  HERBERT CREEK (2017)
 PT1215
 PT1215                         *CURRENT SURVEY CONTROL
 PT1215  ______________________________________________________________________
 PT1215* NAD 83(1996) POSITION- 44 58 57.72705(N) 101 14 53.78966(W)   ADJUSTED
 PT1215* NAD 83(1996) ELLIP HT-   722.724 (meters)        (01/23/98)   ADJUSTED
 PT1215* NAVD 88 ORTHO HEIGHT -   744.0   (meters)     2441.    (feet) VERTCON3
 PT1215  ______________________________________________________________________
 PT1215  GEOID HEIGHT    -        -21.227 (meters)                     GEOID18
 PT1215  NAD 83(1996) X  -   -881,569.677 (meters)                     COMP
 PT1215  NAD 83(1996) Y  - -4,432,647.550 (meters)                     COMP
 PT1215  NAD 83(1996) Z  -  4,486,499.779 (meters)                     COMP
 PT1215  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 PT1215  HORZ ORDER      -  THIRD
 PT1215  ELLP ORDER      -  FOURTH    CLASS I
 PT1215
 PT1215.This mark is at Eagle Butte Airport (SD19)
 PT1215
 PT1215.The horizontal coordinates were established by GPS observations
 PT1215.and adjusted by the National Geodetic Survey in January 1998.
 PT1215
 PT1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1215
 PT1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1215.GEOID18 height accuracy estimate available here.
 PT1215
 PT1215.Click photographs - Photos may exist for this station.
 PT1215
 PT1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1215
 PT1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1215
 PT1215.The ellipsoidal height was determined by GPS observations
 PT1215.and is referenced to NAD 83.
 PT1215
 PT1215. The following values were computed from the NAD 83(1996) position.
 PT1215
 PT1215;                    North         East     Units Scale Factor Converg.
 PT1215;SPC SD N     -   128,479.372   501,557.690   MT  0.99993982   -0 53 00.4
 PT1215;SPC SD N     -   421,519.41  1,645,527.19   sFT  0.99993982   -0 53 00.4
 PT1215;UTM  14      - 4,983,487.782   322,748.144   MT  0.99998634   -1 35 22.9
 PT1215
 PT1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1215!SPC SD N     -   0.99988670  x   0.99993982  =   0.99982653
 PT1215!UTM  14      -   0.99988670  x   0.99998634  =   0.99987304
 PT1215
 PT1215:                Primary Azimuth Mark                     Grid Az
 PT1215:SPC SD N     -  FAA SD19 A                               316 53 01.9
 PT1215:UTM  14      -  FAA SD19 A                               317 35 24.4
 PT1215
 PT1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2274883487(NAD 83)
 PT1215
 PT1215|---------------------------------------------------------------------|
 PT1215| PID    Reference Object                     Distance      Geod. Az  |
 PT1215|                                                           dddmmss.s |
 PT1215| PT1214 FAA SD19 A                          APPROX. 0.8 KM 3160001.5 |
 PT1215|---------------------------------------------------------------------|
 PT1215
 PT1215                          SUPERSEDED SURVEY CONTROL
 PT1215
 PT1215  ELLIP H (08/18/97)  722.752  (m)                       GP(       ) 4 1
 PT1215  NAD 83(1986)-  44 58 57.71949(N)    101 14 53.78944(W) AD(       ) 3
 PT1215  NGVD 29 (02/28/92)  743.5    (m)  GEOID90  model used  GPS OBS        
 PT1215
 PT1215.Superseded values are not recommended for survey control.
 PT1215
 PT1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1215.See file dsdata.pdf to determine how the superseded data were derived.
 PT1215
 PT1215_MARKER: F = FLANGE-ENCASED ROD
 PT1215_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PT1215_STAMPING: FAA SD19 B 1991
 PT1215_MARK LOGO: NGS
 PT1215_PROJECTION: RECESSED 90 CENTIMETERS
 PT1215_MAGNETIC: I = MARKER IS A STEEL ROD
 PT1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1215+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 PT1215_ROD/PIPE-DEPTH: 2.7 meters
 PT1215_SLEEVE-DEPTH  : 1.0 meters
 PT1215
 PT1215  HISTORY     - Date     Condition        Report By
 PT1215  HISTORY     - 1991     MONUMENTED       NGS
 PT1215  HISTORY     - 20080903 GOOD             WOOLPT
 PT1215  HISTORY     - 20240605 GOOD             KADRMA
 PT1215
 PT1215                          STATION DESCRIPTION
 PT1215
 PT1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PT1215'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF EAGLE BUTTE,
 PT1215'AT THE CHEYENNE/EAGLE BUTTE AIRPORT.  OWNERSHIP--CITY OF EAGLE BUTTE,
 PT1215'P.O. BOX 746, EAGLE BUTTE, SD 57625.  AIRPORT MANAGER IS JOHN P.
 PT1215'BACHMAN, HOME PHONE 605-964-8133, BUSINESS 964-8138.
 PT1215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 PT1215'ROUTE 63, LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF EAGLE BUTTE, GO SOUTH
 PT1215'ON HIGHWAY 63 FOR 1.68 KM (1.04 MI) TO THE JUNCTION OF A GRAVEL ROAD.
 PT1215'TURN LEFT, EAST, ON GRAVEL ROAD FOR 1.84 KM (1.14 MI) TO THE PAVED
 PT1215'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON ENTRANCE
 PT1215'ROAD FOR 0.56 KM (0.35 MI) TO AN IRON GATE ON THE RIGHT.  TURN RIGHT,
 PT1215'SOUTHWEST, PASS THROUGH GATE AND CROSS APRON AND TAXI FOR 0.16 KM
 PT1215'(0.10 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ON
 PT1215'RUNWAY FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 PT1215'THE STATION IS LOCATED 22.6 M (74.1 FT) NORTHEAST FROM RUNWAY CENTER,
 PT1215'10.4 M (34.1 FT) NORTHEAST FROM RUNWAY LIGHT NUMBER 20 AND 0.3 M
 PT1215'(1.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 PT1215
 PT1215                          STATION RECOVERY (2008)
 PT1215
 PT1215'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 PT1215'RECOVERED AS DESCRIBED.
 PT1215
 PT1215                          STATION RECOVERY (2024)
 PT1215
 PT1215'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2024 (GF)
 PT1215'SURFACE GRADING AROUND MONUMENT HAS CHANGED.  MONUMENT IS NOW 3 FT
 PT1215'(0.9 M) BELOW GROUND.  MONUMENT CAN BE ACCESSED THRU A METAL LID ATOP
 PT1215'A PVC PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0704 ***********************************************************************
 QR0704  DESIGNATION -  FAA SD22 A
 QR0704  PID         -  QR0704
 QR0704  STATE/COUNTY-  SD/WALWORTH
 QR0704  COUNTRY     -  US
 QR0704  USGS QUAD   -  HOVEN MUNICIPAL AIRPORT (2017)
 QR0704
 QR0704                         *CURRENT SURVEY CONTROL
 QR0704  ______________________________________________________________________
 QR0704* NAD 83(1996) POSITION- 45 15 22.60546(N) 099 47 45.08984(W)   ADJUSTED
 QR0704* NAD 83(1996) ELLIP HT-   549.109 (meters)        (01/23/98)   ADJUSTED
 QR0704* NAVD 88 ORTHO HEIGHT -   571.5   (meters)     1875.    (feet) VERTCON3
 QR0704  ______________________________________________________________________
 QR0704  GEOID HEIGHT    -        -22.516 (meters)                     GEOID18
 QR0704  NAD 83(1996) X  -   -765,246.713 (meters)                     COMP
 QR0704  NAD 83(1996) Y  - -4,432,216.117 (meters)                     COMP
 QR0704  NAD 83(1996) Z  -  4,507,832.714 (meters)                     COMP
 QR0704  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 QR0704  HORZ ORDER      -  THIRD
 QR0704  ELLP ORDER      -  FOURTH    CLASS I
 QR0704
 QR0704.This mark is at Hoven Airport (SD22)
 QR0704
 QR0704.The horizontal coordinates were established by GPS observations
 QR0704.and adjusted by the National Geodetic Survey in January 1998.
 QR0704
 QR0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0704
 QR0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0704.GEOID18 height accuracy estimate available here.
 QR0704
 QR0704.Click photographs - Photos may exist for this station.
 QR0704
 QR0704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0704
 QR0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0704
 QR0704.The ellipsoidal height was determined by GPS observations
 QR0704.and is referenced to NAD 83.
 QR0704
 QR0704. The following values were computed from the NAD 83(1996) position.
 QR0704
 QR0704;                    North         East     Units Scale Factor Converg.
 QR0704;SPC SD N     -   158,142.584   616,023.122   MT  0.99994550   +0 08 40.1
 QR0704;SPC SD N     -   518,839.46  2,021,069.19   sFT  0.99994550   +0 08 40.1
 QR0704;UTM  14      - 5,011,728.470   437,554.464   MT  0.99964794   -0 33 55.0
 QR0704
 QR0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0704!SPC SD N     -   0.99991392  x   0.99994550  =   0.99985942
 QR0704!UTM  14      -   0.99991392  x   0.99964794  =   0.99956189
 QR0704
 QR0704:                Primary Azimuth Mark                     Grid Az
 QR0704:SPC SD N     -  FAA SD22 B                               320 19 40.6
 QR0704:UTM  14      -  FAA SD22 B                               321 02 15.7
 QR0704
 QR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3755411728(NAD 83)
 QR0704
 QR0704|---------------------------------------------------------------------|
 QR0704| PID    Reference Object                     Distance      Geod. Az  |
 QR0704|                                                           dddmmss.s |
 QR0704| QR0705 FAA SD22 B                          APPROX. 0.7 KM 3202820.7 |
 QR0704|---------------------------------------------------------------------|
 QR0704
 QR0704                          SUPERSEDED SURVEY CONTROL
 QR0704
 QR0704  NAD 83(1986)-  45 15 22.59924(N)    099 47 45.09825(W) AD(       ) 3
 QR0704  NGVD 29 (02/28/92)  571.2    (m)  GEOID90  model used  GPS OBS        
 QR0704
 QR0704.Superseded values are not recommended for survey control.
 QR0704
 QR0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0704.See file dsdata.pdf to determine how the superseded data were derived.
 QR0704
 QR0704_MARKER: I = METAL ROD
 QR0704_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QR0704_STAMPING: FAA SD22 A 1991
 QR0704_MARK LOGO: NGS
 QR0704_PROJECTION: FLUSH
 QR0704_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0704+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QR0704_ROD/PIPE-DEPTH: 10.1 meters
 QR0704_SLEEVE-DEPTH  : 1.0 meters
 QR0704
 QR0704  HISTORY     - Date     Condition        Report By
 QR0704  HISTORY     - 1991     MONUMENTED       NGS
 QR0704
 QR0704                          STATION DESCRIPTION
 QR0704
 QR0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QR0704'THE STATION IS LOCATED ABOUT 2.17 KM (1.35 MI) NORTHWEST OF HOVEN, AT
 QR0704'THE HOVEN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HOVEN, P.O. BOX 157,
 QR0704'HOVEN, SD 57450.  AIRPORT MANAGER IS LEO HARTUNG, CITY SHED PHONE
 QR0704'605-948-2520, HOME 984-2199.
 QR0704'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20 WEST AND 47
 QR0704'NORTH, LOCATED 0.8 KM (0.5 MI) WEST OF HOVEN, GO NORTH ON HIGHWAY 47
 QR0704'FOR 1.1 KM (0.7 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE LEFT.
 QR0704'TURN LEFT, WEST, ON ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE
 QR0704'AIRPORT OFFICE AND A GATE.  PASS THROUGH GATE AND GO SOUTHWEST
 QR0704'CROSSING APRON AND TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE
 QR0704'RUNWAY AND THE STATION ON THE RIGHT.
 QR0704'THE STATION IS LOCATED 38.6 M (126.6 FT) NORTHWEST FROM TAXI CENTER,
 QR0704'32.9 M (107.9 FT) NORTHEAST FROM RUNWAY CENTER, 20.7 M (67.9 FT)
 QR0704'NORTHEAST FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) SOUTHEAST FROM A
 QR0704'SHORT FIBERGLASS WITNESS POST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0705 ***********************************************************************
 QR0705  DESIGNATION -  FAA SD22 B
 QR0705  PID         -  QR0705
 QR0705  STATE/COUNTY-  SD/WALWORTH
 QR0705  COUNTRY     -  US
 QR0705  USGS QUAD   -  HOVEN MUNICIPAL AIRPORT (2017)
 QR0705
 QR0705                         *CURRENT SURVEY CONTROL
 QR0705  ______________________________________________________________________
 QR0705* NAD 83(1996) POSITION- 45 15 40.45464(N) 099 48 05.94521(W)   ADJUSTED
 QR0705* NAD 83(1996) ELLIP HT-   551.356 (meters)        (01/23/98)   ADJUSTED
 QR0705* NAVD 88 ORTHO HEIGHT -   573.8   (meters)     1883.    (feet) VERTCON3
 QR0705  ______________________________________________________________________
 QR0705  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 QR0705  NAD 83(1996) X  -   -765,628.483 (meters)                     COMP
 QR0705  NAD 83(1996) Y  - -4,431,754.567 (meters)                     COMP
 QR0705  NAD 83(1996) Z  -  4,508,222.215 (meters)                     COMP
 QR0705  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 QR0705  HORZ ORDER      -  THIRD
 QR0705  ELLP ORDER      -  FOURTH    CLASS I
 QR0705
 QR0705.This mark is at Hoven Airport (SD22)
 QR0705
 QR0705.The horizontal coordinates were established by GPS observations
 QR0705.and adjusted by the National Geodetic Survey in January 1998.
 QR0705
 QR0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0705
 QR0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0705.GEOID18 height accuracy estimate available here.
 QR0705
 QR0705.Click photographs - Photos may exist for this station.
 QR0705
 QR0705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0705
 QR0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0705
 QR0705.The ellipsoidal height was determined by GPS observations
 QR0705.and is referenced to NAD 83.
 QR0705
 QR0705. The following values were computed from the NAD 83(1996) position.
 QR0705
 QR0705;                    North         East     Units Scale Factor Converg.
 QR0705;SPC SD N     -   158,692.451   615,567.067   MT  0.99994582   +0 08 25.4
 QR0705;SPC SD N     -   520,643.48  2,019,572.95   sFT  0.99994582   +0 08 25.4
 QR0705;UTM  14      - 5,012,283.779   437,105.389   MT  0.99964864   -0 34 10.0
 QR0705
 QR0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0705!SPC SD N     -   0.99991356  x   0.99994582  =   0.99985939
 QR0705!UTM  14      -   0.99991356  x   0.99964864  =   0.99956224
 QR0705
 QR0705:                Primary Azimuth Mark                     Grid Az
 QR0705:SPC SD N     -  FAA SD22 A                               140 19 40.5
 QR0705:UTM  14      -  FAA SD22 A                               141 02 15.9
 QR0705
 QR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3710512283(NAD 83)
 QR0705
 QR0705|---------------------------------------------------------------------|
 QR0705| PID    Reference Object                     Distance      Geod. Az  |
 QR0705|                                                           dddmmss.s |
 QR0705| QR0704 FAA SD22 A                          APPROX. 0.7 KM 1402805.9 |
 QR0705|---------------------------------------------------------------------|
 QR0705
 QR0705                          SUPERSEDED SURVEY CONTROL
 QR0705
 QR0705  NAD 83(1986)-  45 15 40.44844(N)    099 48 05.95363(W) AD(       ) 3
 QR0705  NGVD 29 (02/28/92)  573.4    (m)  GEOID90  model used  GPS OBS        
 QR0705
 QR0705.Superseded values are not recommended for survey control.
 QR0705
 QR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0705.See file dsdata.pdf to determine how the superseded data were derived.
 QR0705
 QR0705_MARKER: I = METAL ROD
 QR0705_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QR0705_STAMPING: FAA SD22 B 1991
 QR0705_MARK LOGO: NGS
 QR0705_PROJECTION: FLUSH
 QR0705_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0705+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QR0705_ROD/PIPE-DEPTH: 5.2 meters
 QR0705_SLEEVE-DEPTH  : 1.0 meters
 QR0705
 QR0705  HISTORY     - Date     Condition        Report By
 QR0705  HISTORY     - 1991     MONUMENTED       NGS
 QR0705
 QR0705                          STATION DESCRIPTION
 QR0705
 QR0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QR0705'THE STATION IS LOCATED ABOUT 2.17 KM (1.35 MI) NORTHWEST OF HOVEN, AT
 QR0705'THE HOVEN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HOVEN, P.O. BOX 157
 QR0705'HOVEN, SD 57450.  AIRPORT MANAGER IS LEO HARTUNG, CITY SHED PHONE
 QR0705'605-948-2520, HOME 984-2199.
 QR0705'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20 WEST AND 47
 QR0705'NORTH, LOCATED 0.8 KM (0.5 MI) WEST OF HOVEN, GO NORTH ON HIGHWAY 47
 QR0705'FOR 1.1 KM (0.7 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE LEFT.
 QR0705'TURN LEFT, WEST, ON ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE
 QR0705'AIRPORT OFFICE AND A GATE.  PASS THROUGH GATE AND GO SOUTHWEST
 QR0705'CROSSING APRON AND TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE
 QR0705'RUNWAY. TURN RIGHT, NORTHWEST, ON RUNWAY FOR 0.64 KM (0.40 MI) TO THE
 QR0705'STATION ON THE RIGHT.
 QR0705'THE STATION IS LOCATED 21.1 M (69.2 FT) NORTHEAST FROM RUNWAY CENTER,
 QR0705'8.6 M (28.2 FT) NORTHEAST FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT)
 QR0705'SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0961 ***********************************************************************
 QS0961  DESIGNATION -  FAA SD28 A
 QS0961  PID         -  QS0961
 QS0961  STATE/COUNTY-  SD/CORSON
 QS0961  COUNTRY     -  US
 QS0961  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0961
 QS0961                         *CURRENT SURVEY CONTROL
 QS0961  ______________________________________________________________________
 QS0961* NAD 83(1996) POSITION- 45 47 47.56784(N) 100 47 04.94356(W)   ADJUSTED
 QS0961* NAD 83(1996) ELLIP HT-   590.812 (meters)        (01/23/98)   ADJUSTED
 QS0961* NAVD 88 ORTHO HEIGHT -   611.9   (meters)     2008.    (feet) VERTCON3
 QS0961  ______________________________________________________________________
 QS0961  GEOID HEIGHT    -        -21.159 (meters)                     GEOID18
 QS0961  NAD 83(1996) X  -   -833,610.237 (meters)                     COMP
 QS0961  NAD 83(1996) Y  - -4,376,283.919 (meters)                     COMP
 QS0961  NAD 83(1996) Z  -  4,549,933.426 (meters)                     COMP
 QS0961  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 QS0961  HORZ ORDER      -  THIRD
 QS0961  ELLP ORDER      -  FOURTH    CLASS I
 QS0961
 QS0961.This mark is at Mclaughlin Airport (SD28)
 QS0961
 QS0961.The horizontal coordinates were established by GPS observations
 QS0961.and adjusted by the National Geodetic Survey in January 1998.
 QS0961
 QS0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0961
 QS0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0961.GEOID18 height accuracy estimate available here.
 QS0961
 QS0961.Click photographs - Photos may exist for this station.
 QS0961
 QS0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0961
 QS0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0961
 QS0961.The ellipsoidal height was determined by GPS observations
 QS0961.and is referenced to NAD 83.
 QS0961
 QS0961. The following values were computed from the NAD 83(1996) position.
 QS0961
 QS0961;                    North         East     Units Scale Factor Converg.
 QS0961;SPC SD N     -   218,463.121   538,991.139   MT  1.00002382   -0 33 19.3
 QS0961;SPC SD N     -   716,741.09  1,768,340.10   sFT  1.00002382   -0 33 19.3
 QS0961;UTM  14      - 5,072,991.635   361,301.007   MT  0.99983651   -1 16 46.6
 QS0961
 QS0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0961!SPC SD N     -   0.99990739  x   1.00002382  =   0.99993120
 QS0961!UTM  14      -   0.99990739  x   0.99983651  =   0.99974391
 QS0961
 QS0961:                Primary Azimuth Mark                     Grid Az
 QS0961:SPC SD N     -  FAA SD28 B                               141 00 17.0
 QS0961:UTM  14      -  FAA SD28 B                               141 43 44.3
 QS0961
 QS0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6130172991(NAD 83)
 QS0961
 QS0961|---------------------------------------------------------------------|
 QS0961| PID    Reference Object                     Distance      Geod. Az  |
 QS0961|                                                           dddmmss.s |
 QS0961| QS0962 FAA SD28 B                          APPROX. 0.5 KM 1402657.7 |
 QS0961|---------------------------------------------------------------------|
 QS0961
 QS0961                          SUPERSEDED SURVEY CONTROL
 QS0961
 QS0961  NAD 83(1986)-  45 47 47.55905(N)    100 47 04.94032(W) AD(       ) 3
 QS0961  NGVD 29 (02/28/92)  611.5    (m)  GEOID90  model used  GPS OBS        
 QS0961
 QS0961.Superseded values are not recommended for survey control.
 QS0961
 QS0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0961.See file dsdata.pdf to determine how the superseded data were derived.
 QS0961
 QS0961_MARKER: I = METAL ROD
 QS0961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0961_STAMPING: FAA SD28 A 1991
 QS0961_MARK LOGO: NGS
 QS0961_PROJECTION: FLUSH
 QS0961_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0961+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QS0961_ROD/PIPE-DEPTH: 2.1 meters
 QS0961_SLEEVE-DEPTH  : 1.0 meters
 QS0961
 QS0961  HISTORY     - Date     Condition        Report By
 QS0961  HISTORY     - 1991     MONUMENTED       NGS
 QS0961
 QS0961                          STATION DESCRIPTION
 QS0961
 QS0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QS0961'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHEAST OF MCLAUGHLIN,
 QS0961'AT THE MCLAUGHLIN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MCLAUGHLIN,
 QS0961'P.O. BOX 169, MCLAUGHLIN, SD 57642.  AIRPORT MANAGER IS CLYDE RISCHE,
 QS0961'BUSINESS PHONE 605-823-4585.  CITY HALL 823-4428.
 QS0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QS0961'ROUTE 63, LOCATED IN THE MIDDLE OF MCLAUGHLIN, GO EAST ON HIGHWAY 12
 QS0961'FOR 2.9 KM (1.8 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE LEFT.
 QS0961'TURN LEFT, NORTH, ON ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE.
 QS0961'PASS THROUGH GATE AND GO NORTH FOR 0.08 KM (0.05 MI) TO THE NORTHWEST
 QS0961'CORNER OF APRON.  TURN RIGHT, EAST, CROSSING APRON FOR 0.09 KM
 QS0961'(0.06 MI) TO THE SOUTHEAST CORNER OF APRON AND THE STATION.
 QS0961'THE STATION IS LOCATED 46.1 M (151.2 FT) SOUTHWEST FROM RUNWAY CENTER,
 QS0961'33.8 M, SOUTHWEST FROM A RUNWAY LIGHT, 30.7 M (100.7 FT) SOUTHEAST
 QS0961'FROM THE SOUTHEAST CORNER OF APRON AND 0.3 M (1.0 FT) NORTHWEST FROM
 QS0961'A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0962 ***********************************************************************
 QS0962  DESIGNATION -  FAA SD28 B
 QS0962  PID         -  QS0962
 QS0962  STATE/COUNTY-  SD/CORSON
 QS0962  COUNTRY     -  US
 QS0962  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0962
 QS0962                         *CURRENT SURVEY CONTROL
 QS0962  ______________________________________________________________________
 QS0962* NAD 83(1996) POSITION- 45 47 34.51965(N) 100 46 49.54019(W)   ADJUSTED
 QS0962* NAD 83(1996) ELLIP HT-   587.818 (meters)        (01/23/98)   ADJUSTED
 QS0962* NAVD 88 ORTHO HEIGHT -   608.9   (meters)     1998.    (feet) VERTCON3
 QS0962  ______________________________________________________________________
 QS0962  GEOID HEIGHT    -        -21.164 (meters)                     GEOID18
 QS0962  NAD 83(1996) X  -   -833,337.054 (meters)                     COMP
 QS0962  NAD 83(1996) Y  - -4,376,627.821 (meters)                     COMP
 QS0962  NAD 83(1996) Z  -  4,549,650.372 (meters)                     COMP
 QS0962  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 QS0962  HORZ ORDER      -  THIRD
 QS0962  ELLP ORDER      -  FOURTH    CLASS I
 QS0962
 QS0962.This mark is at Mclaughlin Airport (SD28)
 QS0962
 QS0962.The horizontal coordinates were established by GPS observations
 QS0962.and adjusted by the National Geodetic Survey in January 1998.
 QS0962
 QS0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0962
 QS0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0962.GEOID18 height accuracy estimate available here.
 QS0962
 QS0962.Click photographs - Photos may exist for this station.
 QS0962
 QS0962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0962
 QS0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0962
 QS0962.The ellipsoidal height was determined by GPS observations
 QS0962.and is referenced to NAD 83.
 QS0962
 QS0962. The following values were computed from the NAD 83(1996) position.
 QS0962
 QS0962;                    North         East     Units Scale Factor Converg.
 QS0962;SPC SD N     -   218,057.062   539,319.904   MT  1.00002300   -0 33 08.4
 QS0962;SPC SD N     -   715,408.88  1,769,418.72   sFT  1.00002300   -0 33 08.4
 QS0962;UTM  14      - 5,072,581.530   361,624.553   MT  0.99983540   -1 16 35.2
 QS0962
 QS0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0962!SPC SD N     -   0.99990786  x   1.00002300  =   0.99993085
 QS0962!UTM  14      -   0.99990786  x   0.99983540  =   0.99974327
 QS0962
 QS0962:                Primary Azimuth Mark                     Grid Az
 QS0962:SPC SD N     -  FAA SD28 A                               321 00 17.1
 QS0962:UTM  14      -  FAA SD28 A                               321 43 43.9
 QS0962
 QS0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6162472581(NAD 83)
 QS0962
 QS0962|---------------------------------------------------------------------|
 QS0962| PID    Reference Object                     Distance      Geod. Az  |
 QS0962|                                                           dddmmss.s |
 QS0962| QS0961 FAA SD28 A                          APPROX. 0.5 KM 3202708.7 |
 QS0962|---------------------------------------------------------------------|
 QS0962
 QS0962                          SUPERSEDED SURVEY CONTROL
 QS0962
 QS0962  NAD 83(1986)-  45 47 34.51086(N)    100 46 49.53696(W) AD(       ) 3
 QS0962  NGVD 29 (02/28/92)  608.5    (m)  GEOID90  model used  GPS OBS        
 QS0962
 QS0962.Superseded values are not recommended for survey control.
 QS0962
 QS0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0962.See file dsdata.pdf to determine how the superseded data were derived.
 QS0962
 QS0962_MARKER: I = METAL ROD
 QS0962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0962_STAMPING: FAA SD28 B 1991
 QS0962_MARK LOGO: NGS
 QS0962_PROJECTION: FLUSH
 QS0962_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0962+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QS0962_ROD/PIPE-DEPTH: 3.2 meters
 QS0962_SLEEVE-DEPTH  : 1.0 meters
 QS0962
 QS0962  HISTORY     - Date     Condition        Report By
 QS0962  HISTORY     - 1991     MONUMENTED       NGS
 QS0962
 QS0962                          STATION DESCRIPTION
 QS0962
 QS0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QS0962'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHEAST OF MCLAUGHLIN,
 QS0962'AT THE MCLAUGHLIN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MCLAUGHLIN,
 QS0962'P.O. BOX 169, MCLAUGHLIN, SD 57642.  AIRPORT MANAGER IS CLYDE RISCHE,
 QS0962'BUSINESS PHONE 605-823-4585.  CITY HALL 823-4428.
 QS0962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QS0962'ROUTE 63, LOCATED IN THE MIDDLE OF MCLAUGHLIN, GO EAST ON HIGHWAY 12
 QS0962'FOR 2.9 KM (1.8 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE LEFT.
 QS0962'TURN LEFT, NORTH, ON ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE.
 QS0962'PASS THROUGH GATE AND GO NORTH FOR 0.08 KM (0.05 MI) TO THE NORTHWEST
 QS0962'CORNER OF APRON.  TURN RIGHT, EAST, CROSSING APRON FOR 0.05 KM
 QS0962'(0.03 MI) TO A TAXI.  TURN LEFT, NORTHEAST, ON TAXI FOR 0.08 KM
 QS0962'(0.05 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT, SOUTHEAST, ON
 QS0962'RUNWAY FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 QS0962'THE STATION IS LOCATED 54.1 M (177.5 FT) SOUTHWEST FROM RUNWAY CENTER,
 QS0962'41.8 M, SOUTHWEST FROM A RUNWAY LIGHT, 30.7 M (100.7 FT) SOUTHEAST
 QS0962'FROM A FENCE LINE AND 0.3 M (1.0 FT) NORTHWEST FROM FIBERGLASS
 QS0962'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2645 ***********************************************************************
 PU2645  CBN         -  This is a Cooperative Base Network Control Station.
 PU2645  PACS        -  This is a Primary Airport Control Station.
 PU2645  DESIGNATION -  FAA SPF A
 PU2645  PID         -  PU2645
 PU2645  STATE/COUNTY-  SD/LAWRENCE
 PU2645  COUNTRY     -  US
 PU2645  USGS QUAD   -  SPEARFISH (2017)
 PU2645
 PU2645                         *CURRENT SURVEY CONTROL
 PU2645  ______________________________________________________________________
 PU2645* NAD 83(2011) POSITION- 44 28 55.29487(N) 103 47 02.69291(W)   ADJUSTED
 PU2645* NAD 83(2011) ELLIP HT-  1169.851 (meters)        (06/27/12)   ADJUSTED
 PU2645* NAD 83(2011) EPOCH   -  2010.00
 PU2645* NAVD 88 ORTHO HEIGHT -  1184.473 (meters)     3886.06  (feet) ADJUSTED
 PU2645  ______________________________________________________________________
 PU2645  GEOID HEIGHT    -        -14.610 (meters)                     GEOID18
 PU2645  NAD 83(2011) X  - -1,086,230.232 (meters)                     COMP
 PU2645  NAD 83(2011) Y  - -4,427,647.374 (meters)                     COMP
 PU2645  NAD 83(2011) Z  -  4,447,283.118 (meters)                     COMP
 PU2645  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 PU2645  DYNAMIC HEIGHT  -       1184.066 (meters)     3884.72  (feet) COMP
 PU2645  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 PU2645
 PU2645  VERT ORDER      -  FIRST     CLASS II
 PU2645
 PU2645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2645  Standards:
 PU2645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2645  -------------------------------------------------------------------
 PU2645  NETWORK    1.23   3.67           0.57   0.40   1.87     -0.14938575
 PU2645  -------------------------------------------------------------------
 PU2645  Click here for local accuracies and other accuracy information.
 PU2645
 PU2645.This mark is at Black Hills-Clyde Ice Fld Airport (SPF)
 PU2645
 PU2645.The horizontal coordinates were established by GPS observations
 PU2645.and adjusted by the National Geodetic Survey in June 2012.
 PU2645
 PU2645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2645.been affixed to the stable North American tectonic plate. See 
 PU2645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2645
 PU2645.The horizontal coordinates are valid at the epoch date displayed above
 PU2645.which is a decimal equivalence of Year/Month/Day.
 PU2645
 PU2645.The orthometric height was determined by differential leveling and
 PU2645.adjusted by the NATIONAL GEODETIC SURVEY
 PU2645.in September 1993.
 PU2645
 PU2645.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2645.GEOID18 height accuracy estimate available here.
 PU2645
 PU2645.Click photographs - Photos may exist for this station.
 PU2645
 PU2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2645
 PU2645.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2645
 PU2645.The ellipsoidal height was determined by GPS observations
 PU2645.and is referenced to NAD 83.
 PU2645
 PU2645.The dynamic height is computed by dividing the NAVD 88
 PU2645.geopotential number by the normal gravity value computed on the
 PU2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2645.degrees latitude (g = 980.6199 gals.).
 PU2645
 PU2645.The modeled gravity was interpolated from observed gravity values.
 PU2645
 PU2645. The following values were computed from the NAD 83(2011) position.
 PU2645
 PU2645;                    North         East     Units Scale Factor Converg.
 PU2645;SPC SD N     -    79,118.677   299,074.409   MT  0.99998812   -2 40 41.3
 PU2645;SPC SD N     -   259,575.19    981,213.29   sFT  0.99998812   -2 40 41.3
 PU2645;UTM  13      - 4,926,131.668   596,692.631   MT  0.99971498   +0 51 07.4
 PU2645
 PU2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2645!SPC SD N     -   0.99981661  x   0.99998812  =   0.99980473
 PU2645!UTM  13      -   0.99981661  x   0.99971498  =   0.99953164
 PU2645
 PU2645:                Primary Azimuth Mark                     Grid Az
 PU2645:SPC SD N     -  FAA SPF B                                137 29 20.0
 PU2645:UTM  13      -  FAA SPF B                                133 57 31.3
 PU2645
 PU2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9669226131(NAD 83)
 PU2645
 PU2645|---------------------------------------------------------------------|
 PU2645| PID    Reference Object                     Distance      Geod. Az  |
 PU2645|                                                           dddmmss.s |
 PU2645| PU2646 FAA SPF B                           APPROX. 0.5 KM 1344838.7 |
 PU2645|---------------------------------------------------------------------|
 PU2645
 PU2645                          SUPERSEDED SURVEY CONTROL
 PU2645
 PU2645  NAD 83(2007)-  44 28 55.29473(N)    103 47 02.69404(W) AD(2002.00) 0
 PU2645  ELLIP H (02/10/07) 1169.880  (m)                       GP(2002.00)    
 PU2645  ELLIP H (04/15/04) 1169.877  (m)                       GP(       ) 2 1
 PU2645  NAD 83(1996)-  44 28 55.29401(N)    103 47 02.69397(W) AD(       ) B
 PU2645  ELLIP H (04/18/97) 1169.942  (m)                       GP(       ) 4 1
 PU2645  NAD 83(1993)-  44 28 55.28705(N)    103 47 02.69711(W) AD(       ) 3
 PU2645  NAD 83(1986)-  44 28 55.28149(N)    103 47 02.68617(W) AD(       ) 3
 PU2645  NAVD 88            1184.47   (m)         3886.0    (f) LEVELING    3  
 PU2645  NGVD 29 (02/28/92) 1183.93   (m)  GEOID90  model used  GPS OBS        
 PU2645
 PU2645.Superseded values are not recommended for survey control.
 PU2645
 PU2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2645.See file dsdata.pdf to determine how the superseded data were derived.
 PU2645
 PU2645_MARKER: I = METAL ROD
 PU2645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PU2645_STAMPING: FAA SPF A 1991
 PU2645_MARK LOGO: NGS
 PU2645_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2645+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 PU2645
 PU2645  HISTORY     - Date     Condition        Report By
 PU2645  HISTORY     - 1991     MONUMENTED       NGS
 PU2645  HISTORY     - 19910919 GOOD             NGS
 PU2645  HISTORY     - 19911001 GOOD             USFS
 PU2645  HISTORY     - 19960530 GOOD             NGS
 PU2645
 PU2645                          STATION DESCRIPTION
 PU2645
 PU2645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2645'4.1 KM (2.55 MI) EASTERLY ALONG MAIN STREET (INTERSTATE HIGHWAY 90
 PU2645'BUSINESS) FROM THE POST OFFICE IN SPEARFISH, THENCE 3.6 KM (2.25 MI)
 PU2645'EASTERLY ALONG A SERVICE ROAD, THENCE 1.6 KM (1.00 MI) NORTHERLY
 PU2645'ALONG A PAVED ROAD, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG A PAVED
 PU2645'ROAD, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG THE BLACK HILLS AIRPORT
 PU2645'ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED
 PU2645'HANGAR AREA, 58.4 M (191.6 FT) SOUTHWEST OF THE SOUTH CORNER OF THE
 PU2645'MOST NORTHWESTERLY OF 3 HANGARS, 31.8 M (104.3 FT) EAST OF THE MOST
 PU2645'NORTHEASTERLY OF 2 TAXIWAY LIGHTS, 28.2 M (92.5 FT) NORTHEAST OF THE
 PU2645'NORTHEAST EDGE OF A RUNWAY, 25.4 M (83.3 FT) SOUTHEAST OF THE
 PU2645'SOUTHEAST EDGE OF A TAXIWAY, 21.6 M (70.9 FT) SOUTHWEST OF THE
 PU2645'SOUTHWEST EDGE OF AN AIRPLANE TIE DOWN AREA, AND 0.3 M (1.0 FT)
 PU2645'NORTHWEST OF A WITNESS POST.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 PU2645'THE BLACK HILLS-CYLDE ICE FIELD AIRPORT.  CONTACT--DAN CUSTIS,
 PU2645'AIRPORT MANAGER, STARR AVIATION, RURAL ROUTE 2, BOX 396 A, SPEARFISH,
 PU2645'SD 57783, TELEPHONE NUMBER (605) 642-4112.  ACCESS TO THE DATUM POINT
 PU2645'IS THROUGH A 5-INCH LOGO CAP WHICH IS FLUSH WITH THE GROUND.  THE
 PU2645'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 PU2645'THE ROD DEPTH IS UNKNOWN.
 PU2645
 PU2645                          STATION RECOVERY (1991)
 PU2645
 PU2645'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2645'THE STATION IS LOCATED ABOUT 4.8 KM (2.98 MI) EAST OF SPEARFISH, AT
 PU2645'THE BLACK HILLS-CYLDE ICE FIELD AIRPORT.  OWNERSHIP--LAWRENCE COUNTY,
 PU2645'DEADWOOD, SD 57732. AIRPORT MANAGER IS DAN CUSTIS, PHONE
 PU2645'605-642-4112, HOME 642-2576.
 PU2645'TO REACH THE STATION FROM EXIT 14 OF INTERSTATE HIGHWAY 90, LOCATED
 PU2645'ABOUT 1.6 KM (0.99 MI) EAST OF SPEARFISH, GO SOUTH TO THE SERVICE
 PU2645'ROAD, THEN GO EAST ON SERVICE ROAD FOR 3.68 KM (2.29 MI) TO A PAVED
 PU2645'ROAD ON THE LEFT.  TURN LEFT, NORTH, ON PAVED ROAD FOR 1.6 KM
 PU2645'(0.99 MI) TO A PAVED ROAD LEFT AND GRAVEL ROAD STRAIGHT AHEAD.  TURN
 PU2645'LEFT, WEST, ON PAVED ROAD FOR 1.04 KM (0.65 MI) TO THE PAVED AIRPORT
 PU2645'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON AIRPORT ENTRANCE
 PU2645'ROAD FOR 0.56 KM (0.35 MI) TO A WIRE GATE.  PASS THROUGH GATE AND GO
 PU2645'SOUTHWEST CROSSING APRON AND TAXI FOR 0.16 KM (0.10 MI) TO THE
 PU2645'JUNCTION OF RUNWAY AND THE STATION ON THE LEFT.
 PU2645'THE STATION IS LOCATED 43.7 M (143.37 FT) NORTHEAST FROM THE RUNWAY
 PU2645'CENTER, 37.8 M (124.02 FT) SOUTHEAST FROM THE TAXI CENTER, 31.8 M
 PU2645'(104.33 FT) EAST-NORTHEAST FROM THE NORTHEAST ONE OF TWO TAXI LIGHTS,
 PU2645'0.3 M (0.98 FT) NORTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 PU2645
 PU2645                          STATION RECOVERY (1996)
 PU2645
 PU2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2645'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF SPEARFISH AT THE
 PU2645'BLACK HILLS-CLYDE ICE FIELD AIRPORT.  OWNERSHIP--LAWRENCE COUNTY,
 PU2645'RURAL ROUTE 2 BOX 396 A, SPEARFISH SD 57883.  AIRPORT MANAGER IS
 PU2645'EDWARD AMIOTTE, PHONE 605-642-4112.  TO REACH THE STATION FROM THE
 PU2645'OVERPASS OF INTERSTATE 90 AT EXIT 14, GO SOUTH ON THE PAVED ROAD FOR
 PU2645'0.1 MI (0.2 KM) TO COLORADO BOULEVARD.  TURN LEFT AND GO EAST ON
 PU2645'COLORADO BOULEVARD FOR 2.2 MI (3.5 KM) TO A ROAD ON THE LEFT.  TURN
 PU2645'LEFT AND GO NORTH ON THE ROAD FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 PU2645'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE ROAD FOR 0.7 MI (1.1
 PU2645'KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO
 PU2645'SOUTH-SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI (0.6 KM) TO A
 PU2645'GATE ON THE LEFT AND AIRPORT OFFICE STRAIGHT AHEAD.  TURN LEFT AND GO
 PU2645'THRU GATE AND AROUND A HANGAR FOR 0.1 MI (0.2 KM) TO A TAXIWAY AND THE
 PU2645'STATION ON THE LEFT.  THE STATION IS LOCATED 94.0 FT (28.7 M)
 PU2645'NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY.  84.3 FT (25.7 M)
 PU2645'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY, AND 71.3 FT (21.7 M)
 PU2645'SOUTHWEST OF THE SOUTHWEST EDGE OF AN AIRPLANE TIE DOWN AREA.
 PU2645'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THIS
 PU2645'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 PU2645'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2646 ***********************************************************************
 PU2646  SACS        -  This is a Secondary Airport Control Station.
 PU2646  DESIGNATION -  FAA SPF B
 PU2646  PID         -  PU2646
 PU2646  STATE/COUNTY-  SD/LAWRENCE
 PU2646  COUNTRY     -  US
 PU2646  USGS QUAD   -  SPEARFISH (2017)
 PU2646
 PU2646                         *CURRENT SURVEY CONTROL
 PU2646  ______________________________________________________________________
 PU2646* NAD 83(1996) POSITION- 44 28 43.52942(N) 103 46 46.15369(W)   ADJUSTED
 PU2646* NAD 83(1996) ELLIP HT-  1171.460 (meters)        (05/25/04)   ADJUSTED
 PU2646* NAVD 88 ORTHO HEIGHT -  1186.043 (meters)     3891.21  (feet) ADJUSTED
 PU2646  ______________________________________________________________________
 PU2646  GEOID HEIGHT    -        -14.599 (meters)                     GEOID18
 PU2646  NAD 83(1996) X  - -1,085,936.093 (meters)                     COMP
 PU2646  NAD 83(1996) Y  - -4,427,982.753 (meters)                     COMP
 PU2646  NAD 83(1996) Z  -  4,447,025.082 (meters)                     COMP
 PU2646  LAPLACE CORR    -         -6.11  (seconds)                    DEFLEC18
 PU2646  DYNAMIC HEIGHT  -       1185.635 (meters)     3889.87  (feet) COMP
 PU2646  MODELED GRAVITY -    980,232.1   (mgal)                       NAVD 88
 PU2646
 PU2646  HORZ ORDER      -  THIRD
 PU2646  VERT ORDER      -  FIRST     CLASS II
 PU2646  ELLP ORDER      -  FOURTH    CLASS II
 PU2646
 PU2646.This mark is at Black Hills-Clyde Ice Fld Airport (SPF)
 PU2646
 PU2646.The horizontal coordinates were established by GPS observations
 PU2646.and adjusted by the National Geodetic Survey in January 1998.
 PU2646
 PU2646.The orthometric height was determined by differential leveling and
 PU2646.adjusted by the NATIONAL GEODETIC SURVEY
 PU2646.in September 1993.
 PU2646
 PU2646.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2646.GEOID18 height accuracy estimate available here.
 PU2646
 PU2646.Click photographs - Photos may exist for this station.
 PU2646
 PU2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2646
 PU2646.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2646
 PU2646.The ellipsoidal height was determined by GPS observations
 PU2646.and is referenced to NAD 83.
 PU2646
 PU2646.The dynamic height is computed by dividing the NAVD 88
 PU2646.geopotential number by the normal gravity value computed on the
 PU2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2646.degrees latitude (g = 980.6199 gals.).
 PU2646
 PU2646.The modeled gravity was interpolated from observed gravity values.
 PU2646
 PU2646. The following values were computed from the NAD 83(1996) position.
 PU2646
 PU2646;                    North         East     Units Scale Factor Converg.
 PU2646;SPC SD N     -    78,738.844   299,422.547   MT  0.99998868   -2 40 29.6
 PU2646;SPC SD N     -   258,329.02    982,355.47   sFT  0.99998868   -2 40 29.6
 PU2646;UTM  13      - 4,925,774.090   597,063.395   MT  0.99971586   +0 51 18.8
 PU2646
 PU2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2646!SPC SD N     -   0.99981635  x   0.99998868  =   0.99980504
 PU2646!UTM  13      -   0.99981635  x   0.99971586  =   0.99953227
 PU2646
 PU2646:                Primary Azimuth Mark                     Grid Az
 PU2646:SPC SD N     -  FAA SPF A                                317 29 19.9
 PU2646:UTM  13      -  FAA SPF A                                313 57 31.5
 PU2646
 PU2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9706325774(NAD 83)
 PU2646
 PU2646|---------------------------------------------------------------------|
 PU2646| PID    Reference Object                     Distance      Geod. Az  |
 PU2646|                                                           dddmmss.s |
 PU2646| PU2645 FAA SPF A                           APPROX. 0.5 KM 3144850.3 |
 PU2646|---------------------------------------------------------------------|
 PU2646
 PU2646                          SUPERSEDED SURVEY CONTROL
 PU2646
 PU2646  ELLIP H (01/23/98) 1171.513  (m)                       GP(       ) 4 1
 PU2646  ELLIP H (08/18/97) 1171.623  (m)                       GP(       ) 4 1
 PU2646  NAD 83(1993)-  44 28 43.52255(N)    103 46 46.15678(W) AD(       ) 3
 PU2646  NAD 83(1986)-  44 28 43.51696(N)    103 46 46.14586(W) AD(       ) 3
 PU2646  NGVD 29 (02/28/92) 1185.49   (m)  GEOID90  model used  GPS OBS        
 PU2646
 PU2646.Superseded values are not recommended for survey control.
 PU2646
 PU2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2646.See file dsdata.pdf to determine how the superseded data were derived.
 PU2646
 PU2646_MARKER: I = METAL ROD
 PU2646_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PU2646_STAMPING: FAA SPF B 1991
 PU2646_MARK LOGO: NGS
 PU2646_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2646+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 PU2646
 PU2646  HISTORY     - Date     Condition        Report By
 PU2646  HISTORY     - 1991     MONUMENTED       NGS
 PU2646  HISTORY     - 19910919 GOOD             NGS
 PU2646  HISTORY     - 19911001 GOOD             USFS
 PU2646  HISTORY     - 19960530 GOOD             NGS
 PU2646
 PU2646                          STATION DESCRIPTION
 PU2646
 PU2646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2646'4.1 KM (2.55 MI) EASTERLY ALONG MAIN STREET (INTERSTATE HIGHWAY 90
 PU2646'BUSINESS) FROM THE POST OFFICE IN SPEARFISH, THENCE 3.6 KM (2.25 MI)
 PU2646'EASTERLY ALONG A SERVICE ROAD, THENCE 1.6 KM (1.00 MI) NORTHERLY
 PU2646'ALONG A PAVED ROAD, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG A PAVED
 PU2646'ROAD, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG THE BLACK HILLS AIRPORT
 PU2646'ENTRANCE ROAD, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG A PAVED
 PU2646'HANGAR AREA AND TAXIWAY, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG
 PU2646'A RUNWAY, NEAR THE JUNCTION OF 2 TURF RUNWAYS AND THE RUNWAY, 61.4 M
 PU2646'(201.4 FT) EAST OF A RUNWAY LIGHT, 32.0 M (105.0 FT) NORTHEAST OF THE
 PU2646'NORTHEAST EDGE OF THE RUNWAY, 28.3 M (92.8 FT) EAST OF THE EAST EDGE
 PU2646'OF A TURF RUNWAY, 20.3 M (66.6 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 PU2646'A TURF RUNWAY AND THE NORTHEAST END OF A RUNWAY MARKER, AND 0.3 M
 PU2646'(1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE MARK IS ON PROPERTY
 PU2646'OWNED BY THE BLACK HILLS-CYLDE ICE FIELD AIRPORT.  CONTACT--DAN
 PU2646'CUSTIS, AIRPORT MANAGER, STARR AVIATION, RURAL ROUTE 2, BOX 396 A,
 PU2646'SPEARFISH, SD 57783, TELEPHONE NUMBER (605) 642-4112.  ACCESS TO THE
 PU2646'DATUM POINT IS THROUGH A 5-INCH LOGO CAP WHICH IS FLUSH WITH THE
 PU2646'GROUND.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 PU2646'CLASS A MARK.  THE ROD DEPTH IS UNKNOWN.
 PU2646
 PU2646                          STATION RECOVERY (1991)
 PU2646
 PU2646'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2646'THE STATION IS LOCATED ABOUT 4.8 KM (2.98 MI) EAST OF SPEARFISH, AT
 PU2646'THE BLACK HILLS-CYLDE ICE FIELD AIRPORT.  OWNERSHIP--LAWRENCE COUNTY,
 PU2646'DEADWOOD, SD 57732. AIRPORT MANAGER IS DAN CUSTIS, PHONE
 PU2646'605-642-4112, HOME 642-2576.
 PU2646'TO REACH THE STATION FROM EXIT 14 OF INTERSTATE HIGHWAY 90, LOCATED
 PU2646'ABOUT 1.6 KM (0.99 MI) EAST OF SPEARFISH, GO SOUTH TO THE SERVICE
 PU2646'ROAD, THEN GO EAST ON SERVICE ROAD FOR 3.68 KM (2.29 MI) TO A PAVED
 PU2646'ROAD ON THE LEFT.  TURN LEFT, NORTH, ON PAVED ROAD FOR 1.6 KM
 PU2646'(0.99 MI) TO A PAVED ROAD LEFT AND GRAVEL ROAD STRAIGHT AHEAD.  TURN
 PU2646'LEFT, WEST, ON PAVED ROAD FOR 1.04 KM (0.65 MI) TO THE PAVED AIRPORT
 PU2646'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON AIRPORT ENTRANCE
 PU2646'ROAD FOR 0.56 KM (0.35 MI) TO A WIRE GATE.  PASS THROUGH GATE AND GO
 PU2646'SOUTHWEST CROSSING APRON AND TAXI FOR 0.16 KM (0.10 MI) TO THE
 PU2646'JUNCTION OF RUNWAY. TURN LEFT, SOUTHEAST, ON RUNWAY FOR 0.56 KM
 PU2646'(0.35 MI) TO THE JUNCTION OF TURF RUNWAYS AND THE STATION ON THE LEFT
 PU2646'.
 PU2646'THE STATION IS LOCATED 61.4 M (201.44 FT) EAST FROM A RUNWAY LIGHT,
 PU2646'46.7 M (153.21 FT) NORTHEAST FROM THE CENTER OF RUNWAY, 25.6 M
 PU2646'(83.99 FT) EAST FROM THE EAST EDGE OF TURF RUNWAY, 19.6 M (64.30 FT)
 PU2646'NORTHWEST FROM THE NORTHEAST END OF A YELLOW AND BLACK RUNWAY MARKER
 PU2646'AND NORTHWEST EDGE OF TURF RUNWAY AND 0.3 M (0.98 FT) FROM A SHORT
 PU2646'FIBERGLASS WITNESS POST.
 PU2646
 PU2646                          STATION RECOVERY (1996)
 PU2646
 PU2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2646'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF SPEARFISH, AT THE
 PU2646'BLACK HILLS-CLYDE ICE FIELD AIRPORT.  OWNERSHIP--LAWRENCE COUNTY, RR 2
 PU2646'BOX 396 A, SPEARFISH SD 57883.  AIRPORT MANAGER IS EDWARD AMIOTTE,
 PU2646'PHONE 605-642-4112.  TO REACH THE STATION FROM THE OVERPASS OF
 PU2646'INTERSTATE HIGHWAY 90 AT EXIT 14, ABOUT 3 MI (4.8 KM) SOUTHEAST OF
 PU2646'SPEARFISH, GO SOUTH FOR 0.1 MI (0.2 KM) TO COLORADO BOULEVARD. TURN
 PU2646'LEFT, EAST FOR 2.2 MI (3.5 KM) TO A ROAD ON THE LEFT.  TURN LEFT,
 PU2646'NORTH FOR 0.9 MI (1.4 KM) TO A JUNCTION AND A ROAD ON THE LEFT.  TURN
 PU2646'LEFT, WEST FOR 0.7 MI (1.1 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.
 PU2646'TURN LEFT, SOUTH-SOUTHEAST AND GO 0.4 MI (0.6 KM) TO A GATE ON THE
 PU2646'LEFT AND AIRPORT OFFICE STRAIGHT AHEAD. TURN LEFT AND GO THROUGH GATE
 PU2646'AND AROUND HANGAR FOR 0.1 MI (0.2 KM) TAXIWAY.  TURN LEFT ON TAXIWAY
 PU2646'AND GO 0.2 MI (0.3 KM) TO A RUNWAY. TURN LEFT, SOUTHEAST FOR 0.35 MI
 PU2646'(0.56 KM) TO THE STATION ON THE LEFT.  THE STATION IS 202.6 FT (61.8
 PU2646'M) EAST OF A RUNWAY LIGHT, 104.2 FT (31.8 M) NORTHEAST OF THE
 PU2646'NORTHEAST EDGE OF THE RUNWAY, 66.6 FT (20.3 M) NORTHWEST OF THE
 PU2646'NORTHWEST EDGE OF A TURF RUNWAY AND THE NORTHEAST END OF A RUNWAY
 PU2646'MARKER.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0842 ***********************************************************************
 PU0842  DESIGNATION -  FAIR
 PU0842  PID         -  PU0842
 PU0842  STATE/COUNTY-  SD/MEADE
 PU0842  COUNTRY     -  US
 PU0842  USGS QUAD   -  FAIRPOINT (2017)
 PU0842
 PU0842                         *CURRENT SURVEY CONTROL
 PU0842  ______________________________________________________________________
 PU0842* NAD 83(1986) POSITION- 44 44 49.     (N) 102 50 34.     (W)   SCALED
 PU0842* NAVD 88 ORTHO HEIGHT -   889.097 (meters)     2916.98  (feet) ADJUSTED
 PU0842  ______________________________________________________________________
 PU0842  GEOID HEIGHT    -        -17.590 (meters)                     GEOID18
 PU0842  DYNAMIC HEIGHT  -        888.884 (meters)     2916.28  (feet) COMP
 PU0842  MODELED GRAVITY -    980,347.1   (mgal)                       NAVD 88
 PU0842
 PU0842  VERT ORDER      -  SECOND    CLASS 0
 PU0842
 PU0842.The horizontal coordinates were scaled from a map and have
 PU0842.an estimated accuracy of +/- 6 seconds.
 PU0842
 PU0842.The orthometric height was determined by differential leveling and
 PU0842.adjusted by the NATIONAL GEODETIC SURVEY
 PU0842.in June 1991.
 PU0842
 PU0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0842.GEOID18 height accuracy estimate available here.
 PU0842
 PU0842.Click photographs - Photos may exist for this station.
 PU0842
 PU0842.The dynamic height is computed by dividing the NAVD 88
 PU0842.geopotential number by the normal gravity value computed on the
 PU0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0842.degrees latitude (g = 980.6199 gals.).
 PU0842
 PU0842.The modeled gravity was interpolated from observed gravity values.
 PU0842
 PU0842;                    North         East    Units  Estimated Accuracy
 PU0842;SPC SD N     -   105,470.      374,930.      MT  (+/- 180 meters Scaled)
 PU0842
 PU0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK707571(NAD 83)
 PU0842
 PU0842                          SUPERSEDED SURVEY CONTROL
 PU0842
 PU0842  NGVD 29 (??/??/92)  888.628  (m)         2915.44   (f) ADJ UNCH    2 0
 PU0842
 PU0842.Superseded values are not recommended for survey control.
 PU0842
 PU0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0842.See file dsdata.pdf to determine how the superseded data were derived.
 PU0842
 PU0842_MARKER: DS = TRIANGULATION STATION DISK
 PU0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0842_STAMPING: FAIR 1962
 PU0842_MARK LOGO: CGS
 PU0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0842+STABILITY: SURFACE MOTION
 PU0842
 PU0842  HISTORY     - Date     Condition        Report By
 PU0842  HISTORY     - 1962     MONUMENTED       CGS
 PU0842
 PU0842                          STATION DESCRIPTION
 PU0842
 PU0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0842'2.4 MI W FROM FAIRPOINT.
 PU0842'2.35 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0842'501 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 455 FEET SOUTH
 PU0842'OF A WITNESS POST, 455 FEET SOUTH OF A FENCE, 44 FEET SOUTH
 PU0842'OF REFERENCE MARK NO. 1, 47.6 FEET WEST OF REFERENCE MARK NO. 2
 PU0842'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0992 ***********************************************************************
 PT0992  DESIGNATION -  FAIR
 PT0992  PID         -  PT0992
 PT0992  STATE/COUNTY-  SD/SULLY
 PT0992  COUNTRY     -  US
 PT0992  USGS QUAD   -  ARTICHOKE BUTTE SW (2017)
 PT0992
 PT0992                         *CURRENT SURVEY CONTROL
 PT0992  ______________________________________________________________________
 PT0992* NAD 83(1996) POSITION- 44 49 23.33921(N) 100 25 53.94669(W)   ADJUSTED
 PT0992* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 PT0992  ______________________________________________________________________
 PT0992  GEOID HEIGHT    -        -22.559 (meters)                     GEOID18
 PT0992  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 PT0992  HORZ ORDER      -  THIRD
 PT0992
 PT0992.The horizontal coordinates were established by classical geodetic methods
 PT0992.and adjusted by the National Geodetic Survey in January 1998.
 PT0992
 PT0992.The orthometric height was scaled from a topographic map.
 PT0992
 PT0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0992.GEOID18 height accuracy estimate available here.
 PT0992
 PT0992.Click photographs - Photos may exist for this station.
 PT0992
 PT0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0992
 PT0992. The following values were computed from the NAD 83(1996) position.
 PT0992
 PT0992;                    North         East     Units Scale Factor Converg.
 PT0992;SPC SD N     -   110,081.417   565,863.053   MT  0.99994699   -0 18 19.8
 PT0992;SPC SD N     -   361,158.78  1,856,502.37   sFT  0.99994699   -0 18 19.8
 PT0992;UTM  14      - 4,964,301.786   386,817.272   MT  0.99975753   -1 00 33.5
 PT0992
 PT0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0992!SPC SD N     -   0.99991600  x   0.99994699  =   0.99986299
 PT0992!UTM  14      -   0.99991600  x   0.99975753  =   0.99967355
 PT0992
 PT0992:                Primary Azimuth Mark                     Grid Az
 PT0992:SPC SD N     -  FAIR AZ MK                               219 22 38.9
 PT0992:UTM  14      -  FAIR AZ MK                               220 04 52.6
 PT0992
 PT0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8681764301(NAD 83)
 PT0992
 PT0992|---------------------------------------------------------------------|
 PT0992| PID    Reference Object                     Distance      Geod. Az  |
 PT0992|                                                           dddmmss.s |
 PT0992| CO4923 FAIR RM 1                            18.340 METERS 07004     |
 PT0992| CO4924 FAIR RM 2                            20.760 METERS 18119     |
 PT0992| CO4922 FAIR AZ MK                                         2190419.1 |
 PT0992|---------------------------------------------------------------------|
 PT0992
 PT0992                          SUPERSEDED SURVEY CONTROL
 PT0992
 PT0992  NAD 83(1986)-  44 49 23.33308(N)    100 25 53.94937(W) AD(       ) 3
 PT0992  NAD 27      -  44 49 23.39400(N)    100 25 52.45500(W) AD(       ) 3
 PT0992
 PT0992.Superseded values are not recommended for survey control.
 PT0992
 PT0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0992.See file dsdata.pdf to determine how the superseded data were derived.
 PT0992
 PT0992_MARKER: DS = TRIANGULATION STATION DISK
 PT0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0992_STAMPING: FAIR 1948
 PT0992_MARK LOGO: CGS
 PT0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0992+STABILITY: SURFACE MOTION
 PT0992
 PT0992  HISTORY     - Date     Condition        Report By
 PT0992  HISTORY     - 1948     MONUMENTED       CGS
 PT0992
 PT0992                          STATION DESCRIPTION
 PT0992
 PT0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0992'STATION IS LOCATED ABOUT 17-1/2 MILES WEST BY SOUTH OF AGAR,
 PT0992'ABOUT 3/4 MILE EAST OF THE EAST BANK OF THE MISSOURI RIVER,
 PT0992'IN THE SOUTHEAST 1/4 SEC. 26, T. 116 N. R. 80 W., AND ON LAND
 PT0992'OWNED BY J.D. MORRISON.  IT IS ON THE CREST OF A FLAT BLUFF THAT
 PT0992'DROPS SHARPLY ON ITS SOUTH, WEST AND NORTH SIDES.  IT IS ABOUT
 PT0992'125 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF, ABOUT 125
 PT0992'FEET EAST OF THE WEST EDGE OF THE BLUFF, ABOUT 60 FEET SOUTH
 PT0992'OF THE NORTH EDGE OF THE BLUFF, AND 9.3 FEET SOUTH OF A
 PT0992'WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PT0992'FAIR 1948.
 PT0992'
 PT0992'REFERENCE MARK NO. 1 IS 63.45 FEET EAST-NORTHEAST OF THE
 PT0992'STATION, 57.5 FEET EAST-NORTHEAST OF THE WITNESS POST, AND
 PT0992'ABOUT 40 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF.  IT PROJECTS
 PT0992'10 INCHES, AND THE DISK IS STAMPED FAIR NO 1 1948.
 PT0992'
 PT0992'REFERENCE MARK NO. 2 IS 68.11 FEET SOUTH OF THE STATION, AND
 PT0992'ABOUT 70 FEET NORTHEAST OF THE SOUTH SLOPE OF THE BLUFF.
 PT0992'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED FAIR NO 2 1948.
 PT0992'
 PT0992'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST OF THE
 PT0992'STATION, 75 FEET EAST OF THE WEST EDGE OF A RIDGE, 30 FEET
 PT0992'SOUTH OF THE NORTH EDGE OF THE RIDGE, AND 4 FEET EAST OF A
 PT0992'WITNESS POST.  THE RIDGE IS ON THE CREST OF A FLAT BLUFF THAT
 PT0992'OVERLOOKS THE MISSOURI RIVER TO THE WEST.  THE AZIMUTH MARK
 PT0992'PROJECTS 8 INCHES, AND THE DISK IS STAMPED FAIR 1948.
 PT0992'
 PT0992'TO REACH THE STATION FROM AGAR, GO WEST FOR 0.5 MILE TO THE
 PT0992'JUNCTION WITH U.S. HIGHWAY 83.  CROSS THE HIGHWAY AND CONTINUE
 PT0992'WEST FOR 12.0 MILES.  THEN LEFT, SOUTH, FOR 2.0 MILES.  THEN
 PT0992'RIGHT, WEST, FOR 3.4 MILES TO A WIRE GATE AT THE END OF THE
 PT0992'SECTION LINE ROAD.  PASS THROUGH GATE, CONTINUE WEST ON A
 PT0992'TRACK ROAD FOR 0.5 MILE TO A POINT WHERE THE MAIN TRACK
 PT0992'ROAD TURNS LEFT (SOUTH).  TURN RIGHT, NORTH, ON A VERY DIM
 PT0992'TRACK ROAD FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE,
 PT0992'CONTINUE NORTH FOR 0.5 MILE TO A GATE.  THEN THROUGH GATE,
 PT0992'TURN LEFT (WEST) ON A VERY DIM TRACK ROAD FOR 0.8 MILE TO
 PT0992'THE EDGE OF THE BLUFF OVERLOOKING THE MISSOURI RIVER.
 PT0992'THEN BEAR LEFT AND FOLLOW THE EDGE OF THE BLUFF
 PT0992'SOUTHWESTERLY FOR 0.55 MILE TO THE STATION AS DESCRIBED.
 PT0992'
 PT0992'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 PT0992'ALONG THE EDGE OF THE BLUFF FOR 0.4 MILE TO THE MARK AS DESCRIBED.
 PT0992'
 PT0992'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0841 ***********************************************************************
 PU0841  DESIGNATION -  FAIR RM 1
 PU0841  PID         -  PU0841
 PU0841  STATE/COUNTY-  SD/MEADE
 PU0841  COUNTRY     -  US
 PU0841  USGS QUAD   -  FAIRPOINT (2017)
 PU0841
 PU0841                         *CURRENT SURVEY CONTROL
 PU0841  ______________________________________________________________________
 PU0841* NAD 83(1986) POSITION- 44 44 49.     (N) 102 50 34.     (W)   SCALED
 PU0841* NAVD 88 ORTHO HEIGHT -   888.966 (meters)     2916.55  (feet) ADJUSTED
 PU0841  ______________________________________________________________________
 PU0841  GEOID HEIGHT    -        -17.590 (meters)                     GEOID18
 PU0841  DYNAMIC HEIGHT  -        888.753 (meters)     2915.85  (feet) COMP
 PU0841  MODELED GRAVITY -    980,347.1   (mgal)                       NAVD 88
 PU0841
 PU0841  VERT ORDER      -  SECOND    CLASS 0
 PU0841
 PU0841.The horizontal coordinates were scaled from a map and have
 PU0841.an estimated accuracy of +/- 6 seconds.
 PU0841
 PU0841.The orthometric height was determined by differential leveling and
 PU0841.adjusted by the NATIONAL GEODETIC SURVEY
 PU0841.in June 1991.
 PU0841
 PU0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0841.GEOID18 height accuracy estimate available here.
 PU0841
 PU0841.Click photographs - Photos may exist for this station.
 PU0841
 PU0841.The dynamic height is computed by dividing the NAVD 88
 PU0841.geopotential number by the normal gravity value computed on the
 PU0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0841.degrees latitude (g = 980.6199 gals.).
 PU0841
 PU0841.The modeled gravity was interpolated from observed gravity values.
 PU0841
 PU0841;                    North         East    Units  Estimated Accuracy
 PU0841;SPC SD N     -   105,470.      374,930.      MT  (+/- 180 meters Scaled)
 PU0841
 PU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK707571(NAD 83)
 PU0841
 PU0841                          SUPERSEDED SURVEY CONTROL
 PU0841
 PU0841  NGVD 29 (??/??/92)  888.497  (m)         2915.01   (f) ADJ UNCH    2 0
 PU0841
 PU0841.Superseded values are not recommended for survey control.
 PU0841
 PU0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0841.See file dsdata.pdf to determine how the superseded data were derived.
 PU0841
 PU0841_MARKER: DR = REFERENCE MARK DISK
 PU0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0841_STAMPING: FAIR NO 1 1962
 PU0841_MARK LOGO: CGS
 PU0841_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0841+STABILITY: SURFACE MOTION
 PU0841
 PU0841  HISTORY     - Date     Condition        Report By
 PU0841  HISTORY     - 1962     MONUMENTED       CGS
 PU0841
 PU0841                          STATION DESCRIPTION
 PU0841
 PU0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0841'2.4 MI W FROM FAIRPOINT.
 PU0841'2.35 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0841'467 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 421 FEET SOUTH
 PU0841'OF A WITNESS POST AND FENCE, 70.1 FEET NORTHWEST OF REFERENCE
 PU0841'MARK NO. 2, AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0843 ***********************************************************************
 PU0843  DESIGNATION -  FAIR RM 2
 PU0843  PID         -  PU0843
 PU0843  STATE/COUNTY-  SD/MEADE
 PU0843  COUNTRY     -  US
 PU0843  USGS QUAD   -  FAIRPOINT (2017)
 PU0843
 PU0843                         *CURRENT SURVEY CONTROL
 PU0843  ______________________________________________________________________
 PU0843* NAD 83(1986) POSITION- 44 44 49.     (N) 102 50 34.     (W)   SCALED
 PU0843* NAVD 88 ORTHO HEIGHT -   889.513 (meters)     2918.34  (feet) ADJUSTED
 PU0843  ______________________________________________________________________
 PU0843  GEOID HEIGHT    -        -17.590 (meters)                     GEOID18
 PU0843  DYNAMIC HEIGHT  -        889.300 (meters)     2917.65  (feet) COMP
 PU0843  MODELED GRAVITY -    980,347.1   (mgal)                       NAVD 88
 PU0843
 PU0843  VERT ORDER      -  SECOND    CLASS 0
 PU0843
 PU0843.The horizontal coordinates were scaled from a map and have
 PU0843.an estimated accuracy of +/- 6 seconds.
 PU0843
 PU0843.The orthometric height was determined by differential leveling and
 PU0843.adjusted by the NATIONAL GEODETIC SURVEY
 PU0843.in June 1991.
 PU0843
 PU0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0843.GEOID18 height accuracy estimate available here.
 PU0843
 PU0843.Click photographs - Photos may exist for this station.
 PU0843
 PU0843.The dynamic height is computed by dividing the NAVD 88
 PU0843.geopotential number by the normal gravity value computed on the
 PU0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0843.degrees latitude (g = 980.6199 gals.).
 PU0843
 PU0843.The modeled gravity was interpolated from observed gravity values.
 PU0843
 PU0843;                    North         East    Units  Estimated Accuracy
 PU0843;SPC SD N     -   105,470.      374,930.      MT  (+/- 180 meters Scaled)
 PU0843
 PU0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK707571(NAD 83)
 PU0843
 PU0843                          SUPERSEDED SURVEY CONTROL
 PU0843
 PU0843  NGVD 29 (??/??/92)  889.044  (m)         2916.81   (f) ADJ UNCH    2 0
 PU0843
 PU0843.Superseded values are not recommended for survey control.
 PU0843
 PU0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0843.See file dsdata.pdf to determine how the superseded data were derived.
 PU0843
 PU0843_MARKER: DR = REFERENCE MARK DISK
 PU0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0843_STAMPING: FAIR NO 2 1962
 PU0843_MARK LOGO: CGS
 PU0843_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0843+STABILITY: SURFACE MOTION
 PU0843
 PU0843  HISTORY     - Date     Condition        Report By
 PU0843  HISTORY     - 1962     MONUMENTED       CGS
 PU0843
 PU0843                          STATION DESCRIPTION
 PU0843
 PU0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0843'2.4 MI W FROM FAIRPOINT.
 PU0843'2.35 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0843'501 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 455 FEET SOUTH
 PU0843'OF A WITNESS POST AND FENCE, 47.6 FEET EAST OF THE STATION,
 PU0843'70.1 FEET SOUTHEAST OF REFERENCE MARK NO. 1 AND IN THE
 PU0843'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0991 ***********************************************************************
 PT0991  DESIGNATION -  FAIRBANK
 PT0991  PID         -  PT0991
 PT0991  STATE/COUNTY-  SD/SULLY
 PT0991  COUNTRY     -  US
 PT0991  USGS QUAD   -  ARTICHOKE BUTTE SW (2017)
 PT0991
 PT0991                         *CURRENT SURVEY CONTROL
 PT0991  ______________________________________________________________________
 PT0991* NAD 83(1996) POSITION- 44 46 46.39453(N) 100 25 47.17207(W)   ADJUSTED
 PT0991* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 PT0991  ______________________________________________________________________
 PT0991  GEOID HEIGHT    -        -22.586 (meters)                     GEOID18
 PT0991  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 PT0991  HORZ ORDER      -  SECOND
 PT0991
 PT0991.The horizontal coordinates were established by classical geodetic methods
 PT0991.and adjusted by the National Geodetic Survey in January 1998.
 PT0991
 PT0991.The orthometric height was scaled from a topographic map.
 PT0991
 PT0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0991.GEOID18 height accuracy estimate available here.
 PT0991
 PT0991.Click photographs - Photos may exist for this station.
 PT0991
 PT0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0991
 PT0991. The following values were computed from the NAD 83(1996) position.
 PT0991
 PT0991;                    North         East     Units Scale Factor Converg.
 PT0991;SPC SD N     -   105,236.239   565,986.159   MT  0.99995029   -0 18 15.0
 PT0991;SPC SD N     -   345,262.56  1,856,906.26   sFT  0.99995029   -0 18 15.0
 PT0991;UTM  14      - 4,959,456.389   386,880.873   MT  0.99975735   -1 00 26.0
 PT0991
 PT0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0991!SPC SD N     -   0.99990738  x   0.99995029  =   0.99985767
 PT0991!UTM  14      -   0.99990738  x   0.99975735  =   0.99966475
 PT0991
 PT0991:                Primary Azimuth Mark                     Grid Az
 PT0991:SPC SD N     -  PLUM ISLAND                              307 44 15.0
 PT0991:UTM  14      -  PLUM ISLAND                              308 26 26.0
 PT0991
 PT0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8688059456(NAD 83)
 PT0991
 PT0991|---------------------------------------------------------------------|
 PT0991| PID    Reference Object                     Distance      Geod. Az  |
 PT0991|                                                           dddmmss.s |
 PT0991| PT1074 PLUM ISLAND                         APPROX.14.9 KM 3072600.0 |
 PT0991|---------------------------------------------------------------------|
 PT0991
 PT0991                          SUPERSEDED SURVEY CONTROL
 PT0991
 PT0991  NAD 83(1986)-  44 46 46.38834(N)    100 25 47.17492(W) AD(       ) 2
 PT0991  NAD 27      -  44 46 46.45100(N)    100 25 45.67800(W) AD(       ) 2
 PT0991  MORC        -  44 46 43.75000(N)    100 25 45.40000(W) AD(       ) 3
 PT0991
 PT0991.Superseded values are not recommended for survey control.
 PT0991
 PT0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0991.See file dsdata.pdf to determine how the superseded data were derived.
 PT0991
 PT0991_MARKER: Z = SEE DESCRIPTION
 PT0991_SETTING: 0 = UNSPECIFIED SETTING
 PT0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0991+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2015
 PT0991
 PT0991  HISTORY     - Date     Condition        Report By
 PT0991  HISTORY     - 1889     MONUMENTED       MORC
 PT0991  HISTORY     - 20151103 GOOD             INDIV
 PT0991
 PT0991                          STATION DESCRIPTION
 PT0991
 PT0991'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT0991'FAIRBANK IS ON LEFT BANK, ON THE NORTH END OF A VERY PROMINENT
 PT0991'RANGE OF HILLS, 4 MILES NEARLY EAST OF THE TOWN OF FAIRBANK,
 PT0991'S. DAK.  THE STATION IS 873 FEET WEST AND 30 FEET SOUTH FROM
 PT0991'NE. CORNER OF SEC. 14, T.115 N., R. 80 W.
 PT0991
 PT0991                          STATION RECOVERY (2015)
 PT0991
 PT0991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RJT)
 PT0991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0326 ***********************************************************************
 OT0326  CBN         -  This is a Cooperative Base Network Control Station.
 OT0326  DESIGNATION -  FAIRBURN
 OT0326  PID         -  OT0326
 OT0326  STATE/COUNTY-  SD/CUSTER
 OT0326  COUNTRY     -  US
 OT0326  USGS QUAD   -  FAIRBURN (2017)
 OT0326
 OT0326                         *CURRENT SURVEY CONTROL
 OT0326  ______________________________________________________________________
 OT0326* NAD 83(2011) POSITION- 43 42 38.70397(N) 103 11 50.13464(W)   ADJUSTED
 OT0326* NAD 83(2011) ELLIP HT-  1041.772 (meters)        (06/27/12)   ADJUSTED
 OT0326* NAD 83(2011) EPOCH   -  2010.00
 OT0326* NAVD 88 ORTHO HEIGHT -  1057.955 (meters)     3470.97  (feet) ADJUSTED
 OT0326  ______________________________________________________________________
 OT0326  GEOID HEIGHT    -        -16.173 (meters)                     GEOID18
 OT0326  NAD 83(2011) X  - -1,054,422.533 (meters)                     COMP
 OT0326  NAD 83(2011) Y  - -4,496,520.765 (meters)                     COMP
 OT0326  NAD 83(2011) Z  -  4,385,636.900 (meters)                     COMP
 OT0326  LAPLACE CORR    -        -11.67  (seconds)                    DEFLEC18
 OT0326  DYNAMIC HEIGHT  -       1057.554 (meters)     3469.66  (feet) COMP
 OT0326  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 OT0326
 OT0326  VERT ORDER      -  FIRST     CLASS II
 OT0326
 OT0326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0326  Standards:
 OT0326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0326  -------------------------------------------------------------------
 OT0326  NETWORK    0.87   2.12           0.40   0.29   1.08     -0.03481692
 OT0326  -------------------------------------------------------------------
 OT0326  Click here for local accuracies and other accuracy information.
 OT0326
 OT0326.The horizontal coordinates were established by GPS observations
 OT0326.and adjusted by the National Geodetic Survey in June 2012.
 OT0326
 OT0326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0326.been affixed to the stable North American tectonic plate. See 
 OT0326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0326
 OT0326.The horizontal coordinates are valid at the epoch date displayed above
 OT0326.which is a decimal equivalence of Year/Month/Day.
 OT0326
 OT0326.The orthometric height was determined by differential leveling and
 OT0326.adjusted by the NATIONAL GEODETIC SURVEY
 OT0326.in June 1991.
 OT0326
 OT0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0326.GEOID18 height accuracy estimate available here.
 OT0326
 OT0326.Click photographs - Photos may exist for this station.
 OT0326
 OT0326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0326
 OT0326.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0326
 OT0326.The ellipsoidal height was determined by GPS observations
 OT0326.and is referenced to NAD 83.
 OT0326
 OT0326.The dynamic height is computed by dividing the NAVD 88
 OT0326.geopotential number by the normal gravity value computed on the
 OT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0326.degrees latitude (g = 980.6199 gals.).
 OT0326
 OT0326.The modeled gravity was interpolated from observed gravity values.
 OT0326
 OT0326. The following values were computed from the NAD 83(2011) position.
 OT0326
 OT0326;                    North         East     Units Scale Factor Converg.
 OT0326;SPC SD S     -   156,998.114   369,249.308   MT  0.99990817   -1 58 32.5
 OT0326;SPC SD S     -   515,084.65  1,211,445.44   sFT  0.99990817   -1 58 32.5
 OT0326;UTM  13      - 4,841,326.534   645,234.538   MT  0.99985945   +1 14 45.4
 OT0326
 OT0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0326!SPC SD S     -   0.99983667  x   0.99990817  =   0.99974485
 OT0326!UTM  13      -   0.99983667  x   0.99985945  =   0.99969614
 OT0326
 OT0326:                Primary Azimuth Mark                     Grid Az
 OT0326:SPC SD S     -  FAIRBURN AZ MK                           200 25 29.7
 OT0326:UTM  13      -  FAIRBURN AZ MK                           197 12 11.8
 OT0326
 OT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4523441326(NAD 83)
 OT0326
 OT0326|---------------------------------------------------------------------|
 OT0326| PID    Reference Object                     Distance      Geod. Az  |
 OT0326|                                                           dddmmss.s |
 OT0326| OT0784 HERMOSA TV STA KOTA MAST            APPROX.11.0 KM 0071850.0 |
 OT0326| OT0325 FAIRBURN RM 1                         9.934 METERS 02714     |
 OT0326| OT0324 FAIRBURN RM 2                        11.164 METERS 09505     |
 OT0326| OT0323 FAIRBURN AZ MK                                     1982657.2 |
 OT0326|---------------------------------------------------------------------|
 OT0326
 OT0326                          SUPERSEDED SURVEY CONTROL
 OT0326
 OT0326  NAD 83(2007)-  43 42 38.70382(N)    103 11 50.13577(W) AD(2002.00) 0
 OT0326  ELLIP H (02/10/07) 1041.800  (m)                       GP(2002.00)    
 OT0326  ELLIP H (04/15/04) 1041.789  (m)                       GP(       ) 2 1
 OT0326  NAD 83(1996)-  43 42 38.70310(N)    103 11 50.13585(W) AD(       ) B
 OT0326  ELLIP H (04/18/97) 1041.842  (m)                       GP(       ) 4 1
 OT0326  NAD 83(1993)-  43 42 38.69380(N)    103 11 50.14054(W) AD(       ) 1
 OT0326  NAD 83(1986)-  43 42 38.68419(N)    103 11 50.14771(W) AD(       ) 1
 OT0326  NAD 27      -  43 42 38.70960(N)    103 11 48.44580(W) AD(       ) 2
 OT0326  NAVD 88            1057.96   (m)         3471.0    (f) LEVELING    3  
 OT0326  NGVD 29 (??/??/92) 1057.468  (m)         3469.38   (f) ADJ UNCH    1 2
 OT0326  NGVD 29            1057.47   (m)         3469.4    (f) LEVELING    3  
 OT0326
 OT0326.Superseded values are not recommended for survey control.
 OT0326
 OT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0326.See file dsdata.pdf to determine how the superseded data were derived.
 OT0326
 OT0326_MARKER: DS = TRIANGULATION STATION DISK
 OT0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0326_STAMPING: FAIRBURN 1961
 OT0326_MARK LOGO: CGS
 OT0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0326+STABILITY: SURFACE MOTION
 OT0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0326+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1996
 OT0326
 OT0326  HISTORY     - Date     Condition        Report By
 OT0326  HISTORY     - 1961     MONUMENTED       CGS
 OT0326  HISTORY     - 1963     GOOD             CGS
 OT0326  HISTORY     - 19910910 GOOD             NGS
 OT0326  HISTORY     - 19911001 GOOD             USFS
 OT0326  HISTORY     - 19960830 GOOD             NGS
 OT0326
 OT0326                          STATION DESCRIPTION
 OT0326
 OT0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0326'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF FAIRBURN ON A
 OT0326'SMALL PEAKED HILL IN GRAZING LAND.
 OT0326'
 OT0326'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBURN, GO
 OT0326'NORTHERLY ON A GRAVELED ROAD FOR 0.5 MILE TO A DWELLING ON THE
 OT0326'RIGHT, CONTINUE AHEAD FOR 1.0 MILE TO A CATTLEGUARD ON THE RIGHT,
 OT0326'TURN RIGHT ACROSS THE CATTLE GUARD AND THEN LEFT ALONG THE
 OT0326'EAST SIDE OF THE FENCE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 OT0326'LEFT.  CONTINUE NORTHEAST ON A DIM TRACK ROAD FOR 0.2 MILE TO
 OT0326'THE HIGHEST POINT IN THE VICINITY AND THE STATION.
 OT0326'
 OT0326'THE STATION MARK IS A STANDARD DISK STAMPED FAIRBURN 1961, SET
 OT0326'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS 42.0
 OT0326'FEET WEST OF A WITNESS POST.
 OT0326'
 OT0326'R.M. 1 IS A STANDARD DISK STAMPED FAIRBURN NO 1 1961, SET IN
 OT0326'A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 42.3
 OT0326'FEET NORTHWEST OF THE WITNESS POST AND ABOUT 5 FEET LOWER THAN
 OT0326'THE STATION MARK.
 OT0326'
 OT0326'R.M. 2 IS A STANDARD DISK STAMPED FAIRBURN NO 2 1961, SET IN A
 OT0326'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 4.4 FEET
 OT0326'WEST OF THE WITNESS POST AND ABOUT 8 FEET LOWER THAN THE STATION
 OT0326'MARK.
 OT0326'
 OT0326'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRBURN 1961, SET
 OT0326'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 2.1
 OT0326'FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 OT0326
 OT0326                          STATION RECOVERY (1963)
 OT0326
 OT0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OT0326'2.5 MI NE FROM FAIRBURN.
 OT0326'ABOUT 1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OT0326'RAILWAY FROM THE STATION SIGN AT FAIRBURN, THENCE 0.5 MILE EAST
 OT0326'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY,
 OT0326'ON THE TOP OF A ROUND SHARP POINTED KNOLL, IN SECTION 8, T 4 S,
 OT0326'R 8 E, 41.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE
 OT0326'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 OT0326
 OT0326                          STATION RECOVERY (1991)
 OT0326
 OT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0326'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF FAIRBURN, 37.1 KM
 OT0326'(23.1 MI) NORTH-NORTHEAST OF HOT SPRINGS, ON A PROMINENT CONE SHAPED
 OT0326'HILL IN PASTURELAND. OWNERSHIP--RAY HILLENBAND, TRIPLE SEVEN RANCH,
 OT0326'RAPID CITY, SD. PHONE 605-341-3620. RANCH MANAGER IS DWAYNE LAMMERS,
 OT0326'PHONE 605-341-7784, HOME 605-255-4553.
 OT0326'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND STATE
 OT0326'HIGHWAY 40 EAST, LOCATED AT THE WEST SIDE OF HERMOSA WHICH IS ABOUT
 OT0326'24 KM (14.9 MI) SOUTH OF RAPID CITY, GO SOUTH ON HIGHWAY 79 FOR 13.51
 OT0326'KM (8.39 MI) TO THE JUNCTION OF COUNTY ROAD 13 LEADING WEST AND A
 OT0326'GRAVEL ROAD ON THE LEFT LEADING TO THE TRIPLE SEVEN RANCH.  TURN
 OT0326'LEFT, EAST, ON THE GRAVEL ROAD FOR 1.29 KM (0.80 MI) TO A RAILROAD
 OT0326'CROSSING. CONTINUE EAST ON GRAVEL ROAD, THROUGH AN IRON GATE, THEN
 OT0326'QUICK RIGHT, SOUTH, TO A PASTURE WIRE GATE. PASS THROUGH THE WIRE
 OT0326'GATE AND MAKE WAY SOUTHERLY ACROSS PASTURELAND, ALONG THE EAST SIDE
 OT0326'OF A NORTH-SOUTH FENCE LINE, FOR 1.1 KM (0.7 MI) TO AN OLD EAST-WEST
 OT0326'FENCE LINE AND WIRE GATE.  CONTINUE SOUTHERLY ALONG THE EAST SIDE OF
 OT0326'NORTH-SOUTH FENCE LINE FOR 0.72 KM (0.45 MI) TO THE SOUTHWEST CORNER
 OT0326'OF PASTURELAND.  TURN LEFT AND GO EAST ALONG THE NORTH SIDE OF AN
 OT0326'EAST-WEST FENCE LINE STAYING INSIDE PASTURE FOR 0.88 KM (0.55 MI) TO
 OT0326'THE SOUTHEAST CORNER OF PASTURELAND AND A WIRE GATE IN A NORTH-SOUTH
 OT0326'FENCE LINE. PASS THROUGH THE GATE AND PROCEED EAST-NORTHEAST UPHILL
 OT0326'ACROSS COUNTRY FOR 0.32 KM (0.20 MI) TO THE CONE SHAPED HILL AND THE
 OT0326'STATION.
 OT0326'STATION IS LOCATED ABOUT CENTER OF THE CONE SHAPED HILL AND 0.31 M
 OT0326'(1.02 FT) EAST OF A FIBERGLASS WITNESS POST.
 OT0326
 OT0326                          STATION RECOVERY (1991)
 OT0326
 OT0326'RECOVERY NOTE BY US FOREST SERVICE 1991
 OT0326'RECOVERED IN GOOD CONDITION.
 OT0326
 OT0326                          STATION RECOVERY (1996)
 OT0326
 OT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0326'THE STATION IS LOCATED ABOUT 37.1 KM (23.05 MI) NORTH-NORTHEAST OF HOT
 OT0326'SPRINGS AND 3.2 KM (2.00 MI) NORTH OF FAIRBURN, ON A PROMINENT CONE
 OT0326'SHAPED HILL IN A PASTURE.  OWNERSHIP--RAY HILLENBAND, TRIPLE SEVEN
 OT0326'RANCH, RAPID CITY SD, PHONE 605-341-3620.  RANCH MANAGER IS DWAYNE
 OT0326'LAMMERS, PHONE 605-341-7784, HOME 605-255-4553.  TO REACH THE STATION
 OT0326'FROM THE JUNCTION OF STATE HIGHWAY 79 AND COUNTY ROAD 18, WEST OF
 OT0326'FAIRBURN, GO EASTERLY ON COUNTY ROAD 18 FOR 0.6 MI (1.0 KM) TO THE
 OT0326'RAILROAD TRACKS, CONTINUE EASTERLY THEN SOUTHERLY ON THE COUNTY ROAD
 OT0326'FOR 1.6 MI (2.6 KM) TO A GRAVELED ROAD LEFT, LEADING TO THE FAIRBURN
 OT0326'CEMETERY.  TURN LEFT ON A GRAVEL ROAD, CROSSING A CATTLE GUARD, TO A
 OT0326'METAL PANEL GATE ON THE LEFT, JUST PAST A CATTLE GUARD.  TURN LEFT,
 OT0326'NORTH THROUGH GATE AND FOLLOW THE NORTH-SOUTH BARBED WIRE FENCE THAT
 OT0326'IS PARALLEL WITH COUNTY ROAD 18 FOR 0.85 MI (1.37 KM) CROSS COUNTRY TO
 OT0326'FAIRBURN AZIMUTH MARK ON THE LEFT, BEAR NORTHEAST UP A NARROW DRAW
 OT0326'CROSS COUNTRY FOR 0.3 MI (0.5 KM) TO A CONE-SHAPED HILL (ERODING ON
 OT0326'THE WESTERN SIDE) AND THE STATION, NEAR THE CENTER OF THE HILL.  THE
 OT0326'STATION IS LOCATED 80.2 M (263.1 FT) NORTH OF A 2-INCH BRASS SECTION
 OT0326'CORNER POST PROJECTING 3.0 FT (0.9 M) ABOVE THE GROUND SURFACE, 11.4 M
 OT0326'(37.4 FT) WEST OF REFERENCE MARK 2, 10.1 M (33.1 FT) SOUTH OF
 OT0326'REFERENCE MARK 1, 1.2 M (3.9 FT) WEST OF A METAL GUARD POST, 0.4 M
 OT0326'(1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0
 OT0326'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0323 ***********************************************************************
 OT0323  DESIGNATION -  FAIRBURN AZ MK
 OT0323  PID         -  OT0323
 OT0323  STATE/COUNTY-  SD/CUSTER
 OT0323  COUNTRY     -  US
 OT0323  USGS QUAD   -  FAIRBURN (2017)
 OT0323
 OT0323                         *CURRENT SURVEY CONTROL
 OT0323  ______________________________________________________________________
 OT0323* NAD 83(1986) POSITION- 43 42 22.     (N) 103 11 57.     (W)   SCALED
 OT0323* NAVD 88 ORTHO HEIGHT -  1031.464 (meters)     3384.06  (feet) ADJUSTED
 OT0323  ______________________________________________________________________
 OT0323  GEOID HEIGHT    -        -16.169 (meters)                     GEOID18
 OT0323  DYNAMIC HEIGHT  -       1031.072 (meters)     3382.78  (feet) COMP
 OT0323  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 OT0323
 OT0323  VERT ORDER      -  FIRST     CLASS II
 OT0323
 OT0323.The horizontal coordinates were scaled from a map and have
 OT0323.an estimated accuracy of +/- 6 seconds.
 OT0323
 OT0323.The orthometric height was determined by differential leveling and
 OT0323.adjusted by the NATIONAL GEODETIC SURVEY
 OT0323.in June 1991.
 OT0323
 OT0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0323.GEOID18 height accuracy estimate available here.
 OT0323
 OT0323.Click photographs - Photos may exist for this station.
 OT0323
 OT0323.The dynamic height is computed by dividing the NAVD 88
 OT0323.geopotential number by the normal gravity value computed on the
 OT0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0323.degrees latitude (g = 980.6199 gals.).
 OT0323
 OT0323.The modeled gravity was interpolated from observed gravity values.
 OT0323
 OT0323;                    North         East    Units  Estimated Accuracy
 OT0323;SPC SD S     -   156,490.      369,080.      MT  (+/- 180 meters Scaled)
 OT0323
 OT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ450408(NAD 83)
 OT0323
 OT0323                          SUPERSEDED SURVEY CONTROL
 OT0323
 OT0323  NGVD 29 (??/??/92) 1030.976  (m)         3382.46   (f) ADJ UNCH    1 2
 OT0323
 OT0323.Superseded values are not recommended for survey control.
 OT0323
 OT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0323.See file dsdata.pdf to determine how the superseded data were derived.
 OT0323
 OT0323_MARKER: DZ = AZIMUTH MARK DISK
 OT0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0323_STAMPING: FAIRBURN 1961
 OT0323_MARK LOGO: CGS
 OT0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0323+STABILITY: SURFACE MOTION
 OT0323
 OT0323  HISTORY     - Date     Condition        Report By
 OT0323  HISTORY     - 1961     MONUMENTED       CGS
 OT0323  HISTORY     - 1963     GOOD             CGS
 OT0323
 OT0323                          STATION DESCRIPTION
 OT0323
 OT0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0323'2.5 MI NE FROM FAIRBURN.
 OT0323'ABOUT 1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OT0323'RAILWAY FROM THE STATION SIGN AT FAIRBURN, THENCE 0.7 MILE
 OT0323'SOUTHEAST ALONG A GRAVELED ROAD, ABOUT 100 YARDS NORTH OF A
 OT0323'CATTLE GUARD, IN SECTION 17, T 4 S, R 8 E, 27 FEET EAST OF THE
 OT0323'CENTER LINE OF THE ROAD, 1/2 FOOT EAST OF A FENCE, 2.0 FEET
 OT0323'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 OT0323'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OT0323'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0325 ***********************************************************************
 OT0325  DESIGNATION -  FAIRBURN RM 1
 OT0325  PID         -  OT0325
 OT0325  STATE/COUNTY-  SD/CUSTER
 OT0325  COUNTRY     -  US
 OT0325  USGS QUAD   -  FAIRBURN (2017)
 OT0325
 OT0325                         *CURRENT SURVEY CONTROL
 OT0325  ______________________________________________________________________
 OT0325* NAD 83(1986) POSITION- 43 42 38.99   (N) 103 11 49.93   (W)   HD_HELD1
 OT0325* NAVD 88 ORTHO HEIGHT -  1056.342 (meters)     3465.68  (feet) ADJUSTED
 OT0325  ______________________________________________________________________
 OT0325  GEOID HEIGHT    -        -16.174 (meters)                     GEOID18
 OT0325  DYNAMIC HEIGHT  -       1055.942 (meters)     3464.37  (feet) COMP
 OT0325  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 OT0325
 OT0325  VERT ORDER      -  FIRST     CLASS II
 OT0325
 OT0325.The horizontal coordinates were determined by differentially corrected
 OT0325.hand held GPS observations or other comparable positioning techniques
 OT0325.and have an estimated accuracy of +/- 3 meters.
 OT0325
 OT0325.The orthometric height was determined by differential leveling and
 OT0325.adjusted by the NATIONAL GEODETIC SURVEY
 OT0325.in June 1991.
 OT0325
 OT0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0325.GEOID18 height accuracy estimate available here.
 OT0325
 OT0325.Click photographs - Photos may exist for this station.
 OT0325
 OT0325.The dynamic height is computed by dividing the NAVD 88
 OT0325.geopotential number by the normal gravity value computed on the
 OT0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0325.degrees latitude (g = 980.6199 gals.).
 OT0325
 OT0325.The modeled gravity was interpolated from observed gravity values.
 OT0325
 OT0325;                    North         East    Units  Estimated Accuracy
 OT0325;SPC SD S     -   157,006.8     369,254.2     MT  (+/- 3 meters HH1 GPS) 
 OT0325
 OT0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4523841335(NAD 83)
 OT0325
 OT0325                          SUPERSEDED SURVEY CONTROL
 OT0325
 OT0325  NGVD 29 (??/??/92) 1055.855  (m)         3464.08   (f) ADJ UNCH    1 2
 OT0325
 OT0325.Superseded values are not recommended for survey control.
 OT0325
 OT0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0325.See file dsdata.pdf to determine how the superseded data were derived.
 OT0325
 OT0325_MARKER: DR = REFERENCE MARK DISK
 OT0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0325_STAMPING: FAIRBURN NO 1 1961
 OT0325_MARK LOGO: CGS
 OT0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0325+STABILITY: SURFACE MOTION
 OT0325
 OT0325  HISTORY     - Date     Condition        Report By
 OT0325  HISTORY     - 1961     MONUMENTED       CGS
 OT0325  HISTORY     - 1963     GOOD             CGS
 OT0325  HISTORY     - 19960830 GOOD             NGS
 OT0325
 OT0325                          STATION DESCRIPTION
 OT0325
 OT0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0325'2.5 MI NE FROM FAIRBURN.
 OT0325'ABOUT 1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0325'FROM THE STATION SIGN AT FAIRBURN, THENCE 0.5 MILE EAST ALONG
 OT0325'A GRAVELED ROAD, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY, ON
 OT0325'THE TOP OF A ROUND SHARP POINTED KNOLL, IN SECTION 8, T 4 S,
 OT0325'R 8 E, 33.1 FEET NORTH OF FAIRBURN 1961, 42.3 FEET NORTHWEST OF
 OT0325'A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 OT0325'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OT0325'INCHES.
 OT0325
 OT0325                          STATION RECOVERY (1996)
 OT0325
 OT0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0324 ***********************************************************************
 OT0324  DESIGNATION -  FAIRBURN RM 2
 OT0324  PID         -  OT0324
 OT0324  STATE/COUNTY-  SD/CUSTER
 OT0324  COUNTRY     -  US
 OT0324  USGS QUAD   -  FAIRBURN (2017)
 OT0324
 OT0324                         *CURRENT SURVEY CONTROL
 OT0324  ______________________________________________________________________
 OT0324* NAD 83(1986) POSITION- 43 42 38.67   (N) 103 11 49.64   (W)   HD_HELD1
 OT0324* NAVD 88 ORTHO HEIGHT -  1055.594 (meters)     3463.23  (feet) ADJUSTED
 OT0324  ______________________________________________________________________
 OT0324  GEOID HEIGHT    -        -16.174 (meters)                     GEOID18
 OT0324  DYNAMIC HEIGHT  -       1055.194 (meters)     3461.92  (feet) COMP
 OT0324  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 OT0324
 OT0324  VERT ORDER      -  FIRST     CLASS II
 OT0324
 OT0324.The horizontal coordinates were determined by differentially corrected
 OT0324.hand held GPS observations or other comparable positioning techniques
 OT0324.and have an estimated accuracy of +/- 3 meters.
 OT0324
 OT0324.The orthometric height was determined by differential leveling and
 OT0324.adjusted by the NATIONAL GEODETIC SURVEY
 OT0324.in June 1991.
 OT0324
 OT0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0324.GEOID18 height accuracy estimate available here.
 OT0324
 OT0324.Click photographs - Photos may exist for this station.
 OT0324
 OT0324.The dynamic height is computed by dividing the NAVD 88
 OT0324.geopotential number by the normal gravity value computed on the
 OT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0324.degrees latitude (g = 980.6199 gals.).
 OT0324
 OT0324.The modeled gravity was interpolated from observed gravity values.
 OT0324
 OT0324;                    North         East    Units  Estimated Accuracy
 OT0324;SPC SD S     -   156,996.7     369,260.3     MT  (+/- 3 meters HH1 GPS) 
 OT0324
 OT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4524541325(NAD 83)
 OT0324
 OT0324                          SUPERSEDED SURVEY CONTROL
 OT0324
 OT0324  NGVD 29 (??/??/92) 1055.107  (m)         3461.63   (f) ADJ UNCH    1 2
 OT0324
 OT0324.Superseded values are not recommended for survey control.
 OT0324
 OT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0324.See file dsdata.pdf to determine how the superseded data were derived.
 OT0324
 OT0324_MARKER: DR = REFERENCE MARK DISK
 OT0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0324_STAMPING: FAIRBURN NO 2 1961
 OT0324_MARK LOGO: CGS
 OT0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0324+STABILITY: SURFACE MOTION
 OT0324
 OT0324  HISTORY     - Date     Condition        Report By
 OT0324  HISTORY     - 1961     MONUMENTED       CGS
 OT0324  HISTORY     - 1963     GOOD             CGS
 OT0324  HISTORY     - 19960830 GOOD             NGS
 OT0324
 OT0324                          STATION DESCRIPTION
 OT0324
 OT0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0324'2.5 MI NE FROM FAIRBURN.
 OT0324'ABOUT 1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OT0324'RAILWAY FROM THE STATION SIGN AT FAIRBURN, THENCE 0.5 MILE EAST
 OT0324'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY,
 OT0324'ON THE TOP OF A ROUND SHARP POINTED KNOLL, IN SECTION 8, T 4 S,
 OT0324'R 8 E, 37.3 FEET EAST OF FAIRBURN 1961, 4.3 FEET WEST OF A
 OT0324'METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE STATION,
 OT0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 OT0324
 OT0324                          STATION RECOVERY (1996)
 OT0324
 OT0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0828 ***********************************************************************
 OR0828  DESIGNATION -  FAIRFAX MUNICIPAL TANK
 OR0828  PID         -  OR0828
 OR0828  STATE/COUNTY-  SD/GREGORY
 OR0828  COUNTRY     -  US
 OR0828  USGS QUAD   -  BONESTEEL (2017)
 OR0828
 OR0828                         *CURRENT SURVEY CONTROL
 OR0828  ______________________________________________________________________
 OR0828* NAD 83(1996) POSITION- 43 01 55.65902(N) 098 53 36.25146(W)   ADJUSTED
 OR0828  ______________________________________________________________________
 OR0828  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 OR0828  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 OR0828  HORZ ORDER      -  THIRD
 OR0828
 OR0828.The horizontal coordinates were established by classical geodetic methods
 OR0828.and adjusted by the National Geodetic Survey in January 1998.
 OR0828
 OR0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0828.GEOID18 height accuracy estimate available here.
 OR0828
 OR0828.Click photographs - Photos may exist for this station.
 OR0828
 OR0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0828
 OR0828. The following values were computed from the NAD 83(1996) position.
 OR0828
 OR0828;                    North         East     Units Scale Factor Converg.
 OR0828;SPC SD S     -    78,647.345   717,341.400   MT  0.99995886   +0 59 36.0
 OR0828;SPC SD S     -   258,028.83  2,353,477.58   sFT  0.99995886   +0 59 36.0
 OR0828;UTM  14      - 4,764,388.023   508,684.003   MT  0.99960093   +0 04 21.9
 OR0828
 OR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0868464388(NAD 83)
 OR0828
 OR0828                          SUPERSEDED SURVEY CONTROL
 OR0828
 OR0828  NAD 83(1995)-  43 01 55.65912(N)    098 53 36.25148(W) AD(       ) 3
 OR0828  NAD 83(1986)-  43 01 55.66702(N)    098 53 36.25961(W) AD(       ) 3
 OR0828  NAD 27      -  43 01 55.67800(N)    098 53 34.93900(W) AD(       ) 3
 OR0828
 OR0828.Superseded values are not recommended for survey control.
 OR0828
 OR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0828.See file dsdata.pdf to determine how the superseded data were derived.
 OR0828
 OR0828_MARKER: 53 = ELEVATED TANK
 OR0828
 OR0828  HISTORY     - Date     Condition        Report By
 OR0828  HISTORY     - 1936     FIRST OBSERVED   CGS
 OR0828  HISTORY     - 1940     GOOD             CGS
 OR0828  HISTORY     - 1945     GOOD             CGS
 OR0828  HISTORY     - 1948     GOOD             CGS
 OR0828
 OR0828                          STATION DESCRIPTION
 OR0828
 OR0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0828'THE POINT OBSERVED UPON IS THE FINIAL OF THE BLACK, MUNICIPAL
 OR0828'WATER TANK IN THE TOWN OF FAIRFAX, S. DAK.  IT IS LOCATED IN
 OR0828'THE CENTRAL PART OF THE TOWN AND IS ABOUT 80 FEET HIGH.
 OR0828'
 OR0828'THE POINT WAS OBSERVED FROM TRIANGULATION STATIONS LUNN AND PONCA.
 OR0828
 OR0828                          STATION RECOVERY (1940)
 OR0828
 OR0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 OR0828'FAIRFAX MUNICIPAL WATER TANK IS IN THE NORTHWEST PART OF THE
 OR0828'CITY OF FAIRFAX, JUST INSIDE THE CITY LIMITS.
 OR0828'
 OR0828'THE TANK AND SUPPORTING TOWER ARE OF STRUCTURAL STEEL CONSTRUCTION
 OR0828'PAINTED BLACK, HOWEVER, THE TANK HAS A SILVER TOP.  THE ENTIRE
 OR0828'STRUCTURE IS 120 FEET HIGH AND HAS AN EIGHT-INCH STEEL BALL
 OR0828'CENTERED AT THE TOP.  IT WAS BUILT IN 1919.
 OR0828
 OR0828                          STATION RECOVERY (1945)
 OR0828
 OR0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0828'THE STATION IS LOCATED IN THE NW SECTION OF THE SMALL VILLAGE
 OR0828'OF FAIRFAX AND ABOUT 85 FEET HIGH.  THE TANK IS A FOUR-LEGGED
 OR0828'STEEL STRUCTURE AND CONE SHAPED.  IT IS PAINTED BLACK WITH THE
 OR0828'EXCEPTION OF THE ROOF WHICH IS PAINTED SILVER.
 OR0828'
 OR0828'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 OR0828'
 OR0828'THIS IS AN INTERSECTION STATION.
 OR0828
 OR0828                          STATION RECOVERY (1948)
 OR0828
 OR0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0828'THE STATION IS LOCATED ABOUT 0.3 MILE WEST OF THE DEPOT, IN
 OR0828'THE TOWN OF FAIRFAX.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT
 OR0828'125 FEET HIGH, AND ABOUT 35 FEET SQUARE AT THE BASE.  THE LEGS
 OR0828'OF THE TANK ARE BLACK AND THE TANK IS SILVER.
 OR0828'
 OR0828'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OR0828'
 OR0828'TO REACH THE STATION FROM THE DEPOT IN FAIRFAX, GO WEST FOR 0.3
 OR0828'MILE TO A LANE ON THE RIGHT.  FROM HERE THE TANK IS ABOUT 400
 OR0828'FEET NORTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2242 ***********************************************************************
 PU2242  DESIGNATION -  FAIRPOINT
 PU2242  PID         -  PU2242
 PU2242  STATE/COUNTY-  SD/MEADE
 PU2242  COUNTRY     -  US
 PU2242  USGS QUAD   -  FAIRPOINT (2017)
 PU2242
 PU2242                         *CURRENT SURVEY CONTROL
 PU2242  ______________________________________________________________________
 PU2242* NAD 83(1996) POSITION- 44 41 27.09868(N) 102 47 46.31822(W)   ADJUSTED
 PU2242* NAVD 88 ORTHO HEIGHT -   907.    (meters)     2976.    (feet) SCALED
 PU2242  ______________________________________________________________________
 PU2242  GEOID HEIGHT    -        -17.741 (meters)                     GEOID18
 PU2242  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 PU2242  HORZ ORDER      -  THIRD
 PU2242
 PU2242.The horizontal coordinates were established by classical geodetic methods
 PU2242.and adjusted by the National Geodetic Survey in January 1998.
 PU2242
 PU2242.The orthometric height was scaled from a topographic map.
 PU2242
 PU2242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2242.GEOID18 height accuracy estimate available here.
 PU2242
 PU2242.Click photographs - Photos may exist for this station.
 PU2242
 PU2242.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2242
 PU2242. The following values were computed from the NAD 83(1996) position.
 PU2242
 PU2242;                    North         East     Units Scale Factor Converg.
 PU2242;SPC SD N     -    99,117.606   378,399.401   MT  0.99995878   -1 58 44.3
 PU2242;SPC SD N     -   325,188.35  1,241,465.37   sFT  0.99995878   -1 58 44.3
 PU2242;UTM  13      - 4,950,972.338   674,625.183   MT  0.99997500   +1 33 01.0
 PU2242
 PU2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2242!SPC SD N     -   0.99986052  x   0.99995878  =   0.99981930
 PU2242!UTM  13      -   0.99986052  x   0.99997500  =   0.99983552
 PU2242
 PU2242:                Primary Azimuth Mark                     Grid Az
 PU2242:SPC SD N     -  FAIRPOINT AZ MK                          002 31 21.3
 PU2242:UTM  13      -  FAIRPOINT AZ MK                          358 59 36.0
 PU2242
 PU2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7462550972(NAD 83)
 PU2242
 PU2242|---------------------------------------------------------------------|
 PU2242| PID    Reference Object                     Distance      Geod. Az  |
 PU2242|                                                           dddmmss.s |
 PU2242| PU0872 FAIRPOINT AZ MK                                    0003237.0 |
 PU2242| CQ3699 FAIRPOINT RM 1                        7.985 METERS 01207     |
 PU2242| CQ3700 FAIRPOINT RM 2                       17.691 METERS 27216     |
 PU2242|---------------------------------------------------------------------|
 PU2242
 PU2242                          SUPERSEDED SURVEY CONTROL
 PU2242
 PU2242  NAD 83(1993)-  44 41 27.09116(N)    102 47 46.31814(W) AD(       ) 3
 PU2242  NAD 83(1986)-  44 41 27.09070(N)    102 47 46.31760(W) AD(       ) 3
 PU2242  NAD 27      -  44 41 27.13950(N)    102 47 44.70830(W) AD(       ) 3
 PU2242
 PU2242.Superseded values are not recommended for survey control.
 PU2242
 PU2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2242.See file dsdata.pdf to determine how the superseded data were derived.
 PU2242
 PU2242_MARKER: DS = TRIANGULATION STATION DISK
 PU2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2242_STAMPING: FAIRPOINT 1951
 PU2242_MARK LOGO: CGS
 PU2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2242+STABILITY: SURFACE MOTION
 PU2242
 PU2242  HISTORY     - Date     Condition        Report By
 PU2242  HISTORY     - 1951     MONUMENTED       CGS
 PU2242  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PU2242
 PU2242                          STATION DESCRIPTION
 PU2242
 PU2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2242'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY, ABOUT 7 MILES
 PU2242'NORTHWEST OF CHALK-BUTTE, ABOUT 4 MILES SOUTH OF FAIRPOINT,
 PU2242'IN THE SOUTHWEST CORNER OF SECTION 33, T 9 N, R 11 E, 31 FEET
 PU2242'EAST OF THE CENTER OF AN OLD ROAD, 5 FEET WEST OF A WIRE FENCE,
 PU2242'AND 4 FEET WEST OF A TRIANGLE-BLAZED POST.
 PU2242'
 PU2242'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN FAIRPOINT,
 PU2242'GO SOUTH ON A GRADED ROAD FOR 3.7 MILES TO THE AZIMUTH MARK ON
 PU2242'THE LEFT.  CONTINUE SOUTH FOR 0.2 MILE TO THE POINT WHERE
 PU2242'THE MAIN ROAD TURNS RIGHT.  CONTINUE SOUTH ON AN OLD ABANDONED
 PU2242'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 PU2242'
 PU2242'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2242'FAIRPOINT 1951.
 PU2242'
 PU2242'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTER OF THE
 PU2242'OLD ROAD AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 3 INCHES,
 PU2242'AND THE DISK IS STAMPED FAIRPOINT NO 1 1951.
 PU2242'
 PU2242'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTER OF THE OLD
 PU2242'ROAD.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED FAIRPOINT NO
 PU2242'2 1951.
 PU2242'
 PU2242'THE AZIMUTH MARK IS 41 FEET EAST OF THE CENTER OF A GRADED ROAD
 PU2242'AND 2 FEET WEST OF A WIRE FENCE.  IT PROJECTS 5 INCHES, AND THE
 PU2242'DISK IS STAMPED FAIRPOINT 1951.
 PU2242'
 PU2242'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2242'CYLINDERS.
 PU2242
 PU2242                          STATION RECOVERY (1961)
 PU2242
 PU2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WFR)
 PU2242'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED, THE AZIMUTH
 PU2242'MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PU2242'
 PU2242'FROM ALL EVIDENCE THE STATION MARK AND REFERENCE MARKS WERE
 PU2242'DESTROYED WHEN THE TOP OF THE LOW HILL, ON WHICH THE STATION AND
 PU2242'REFERENCE MARKS WERE LOCATED, WAS TURNED INTO A GRAVEL PIT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0872 ***********************************************************************
 PU0872  DESIGNATION -  FAIRPOINT AZ MK
 PU0872  PID         -  PU0872
 PU0872  STATE/COUNTY-  SD/MEADE
 PU0872  COUNTRY     -  US
 PU0872  USGS QUAD   -  FAIRPOINT (2017)
 PU0872
 PU0872                         *CURRENT SURVEY CONTROL
 PU0872  ______________________________________________________________________
 PU0872* NAD 83(1986) POSITION- 44 41 49.     (N) 102 47 46.     (W)   SCALED
 PU0872* NAVD 88 ORTHO HEIGHT -   904.911 (meters)     2968.86  (feet) ADJUSTED
 PU0872  ______________________________________________________________________
 PU0872  GEOID HEIGHT    -        -17.735 (meters)                     GEOID18
 PU0872  DYNAMIC HEIGHT  -        904.681 (meters)     2968.11  (feet) COMP
 PU0872  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 PU0872
 PU0872  VERT ORDER      -  SECOND    CLASS 0
 PU0872
 PU0872.The horizontal coordinates were scaled from a map and have
 PU0872.an estimated accuracy of +/- 6 seconds.
 PU0872
 PU0872.The orthometric height was determined by differential leveling and
 PU0872.adjusted by the NATIONAL GEODETIC SURVEY
 PU0872.in June 1991.
 PU0872
 PU0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0872.GEOID18 height accuracy estimate available here.
 PU0872
 PU0872.Click photographs - Photos may exist for this station.
 PU0872
 PU0872.The dynamic height is computed by dividing the NAVD 88
 PU0872.geopotential number by the normal gravity value computed on the
 PU0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0872.degrees latitude (g = 980.6199 gals.).
 PU0872
 PU0872.The modeled gravity was interpolated from observed gravity values.
 PU0872
 PU0872;                    North         East    Units  Estimated Accuracy
 PU0872;SPC SD N     -    99,790.      378,430.      MT  (+/- 180 meters Scaled)
 PU0872
 PU0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK746516(NAD 83)
 PU0872
 PU0872                          SUPERSEDED SURVEY CONTROL
 PU0872
 PU0872  NGVD 29 (??/??/92)  904.438  (m)         2967.31   (f) ADJ UNCH    2 0
 PU0872
 PU0872.Superseded values are not recommended for survey control.
 PU0872
 PU0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0872.See file dsdata.pdf to determine how the superseded data were derived.
 PU0872
 PU0872_MARKER: DZ = AZIMUTH MARK DISK
 PU0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0872_STAMPING: FAIRPOINT 1951
 PU0872_MARK LOGO: CGS
 PU0872_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0872+STABILITY: SURFACE MOTION
 PU0872
 PU0872  HISTORY     - Date     Condition        Report By
 PU0872  HISTORY     - 1951     MONUMENTED       CGS
 PU0872  HISTORY     - 1962     GOOD             CGS
 PU0872
 PU0872                          STATION DESCRIPTION
 PU0872
 PU0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0872'3.8 MI S FROM FAIRPOINT.
 PU0872'3.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0872'208 FEET SOUTHEAST AND ACROSS THE ROAD FROM DOUD AZI., ABOUT
 PU0872'69 YARDS SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD EAST,
 PU0872'41 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTH OF
 PU0872'TELEPHONE POLE 4AE-205, 2.2 FEET WEST OF A FENCE, 1.3 FEET WEST
 PU0872'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET
 PU0872'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 PU0872'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0066 ***********************************************************************
 OT0066  DESIGNATION -  FAIRVIEW
 OT0066  PID         -  OT0066
 OT0066  STATE/COUNTY-  SD/PENNINGTON
 OT0066  COUNTRY     -  US
 OT0066  USGS QUAD   -  WALL SW (2017)
 OT0066
 OT0066                         *CURRENT SURVEY CONTROL
 OT0066  ______________________________________________________________________
 OT0066* NAD 83(1996) POSITION- 43 49 12.26697(N) 102 10 20.87491(W)   ADJUSTED
 OT0066* NAVD 88 ORTHO HEIGHT -   877.067 (meters)     2877.51  (feet) ADJUSTED
 OT0066  ______________________________________________________________________
 OT0066  GEOID HEIGHT    -        -19.273 (meters)                     GEOID18
 OT0066  LAPLACE CORR    -         -6.97  (seconds)                    DEFLEC18
 OT0066  DYNAMIC HEIGHT  -        876.785 (meters)     2876.59  (feet) COMP
 OT0066  MODELED GRAVITY -    980,267.9   (mgal)                       NAVD 88
 OT0066
 OT0066  HORZ ORDER      -  FIRST
 OT0066  VERT ORDER      -  SECOND    CLASS 0
 OT0066
 OT0066.The horizontal coordinates were established by classical geodetic methods
 OT0066.and adjusted by the National Geodetic Survey in January 1998.
 OT0066
 OT0066.The orthometric height was determined by differential leveling and
 OT0066.adjusted by the NATIONAL GEODETIC SURVEY
 OT0066.in June 1991.
 OT0066
 OT0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0066.GEOID18 height accuracy estimate available here.
 OT0066
 OT0066.Click photographs - Photos may exist for this station.
 OT0066
 OT0066.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0066
 OT0066.The dynamic height is computed by dividing the NAVD 88
 OT0066.geopotential number by the normal gravity value computed on the
 OT0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0066.degrees latitude (g = 980.6199 gals.).
 OT0066
 OT0066.The modeled gravity was interpolated from observed gravity values.
 OT0066
 OT0066. The following values were computed from the NAD 83(1996) position.
 OT0066
 OT0066;                    North         East     Units Scale Factor Converg.
 OT0066;SPC SD S     -   166,802.771   452,070.141   MT  0.99991305   -1 16 07.4
 OT0066;SPC SD S     -   547,252.09  1,483,166.79   sFT  0.99991305   -1 16 07.4
 OT0066;UTM  13      - 4,855,775.602   727,382.969   MT  1.00023598   +1 57 31.0
 OT0066
 OT0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0066!SPC SD S     -   0.99986551  x   0.99991305  =   0.99977857
 OT0066!UTM  13      -   0.99986551  x   1.00023598  =   1.00010146
 OT0066
 OT0066:                Primary Azimuth Mark                     Grid Az
 OT0066:SPC SD S     -  FAIRVIEW AZ MK                           142 16 27.4
 OT0066:UTM  13      -  FAIRVIEW AZ MK                           139 02 49.0
 OT0066
 OT0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2738255775(NAD 83)
 OT0066
 OT0066|---------------------------------------------------------------------|
 OT0066| PID    Reference Object                     Distance      Geod. Az  |
 OT0066|                                                           dddmmss.s |
 OT0066| OT0067 FAIRVIEW RM 2                        45.805 METERS 07544     |
 OT0066| CQ3701 FAIRVIEW AZ MK                                     1410020.0 |
 OT0066| OT0065 FAIRVIEW RM 1                        86.106 METERS 34917     |
 OT0066|---------------------------------------------------------------------|
 OT0066
 OT0066                          SUPERSEDED SURVEY CONTROL
 OT0066
 OT0066  NAD 83(1995)-  43 49 12.25965(N)    102 10 20.87711(W) AD(       ) 1
 OT0066  NAD 83(1986)-  43 49 12.25926(N)    102 10 20.87775(W) AD(       ) 1
 OT0066  NAD 27      -  43 49 12.29000(N)    102 10 19.30600(W) AD(       ) 1
 OT0066  NGVD 29 (??/??/92)  876.601  (m)         2875.98   (f) ADJ UNCH    2 0
 OT0066  NGVD 29             876.60   (m)         2876.0    (f) LEVELING    3  
 OT0066
 OT0066.Superseded values are not recommended for survey control.
 OT0066
 OT0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0066.See file dsdata.pdf to determine how the superseded data were derived.
 OT0066
 OT0066_MARKER: DS = TRIANGULATION STATION DISK
 OT0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0066_STAMPING: FAIRVIEW 1934
 OT0066_MARK LOGO: CGS
 OT0066_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0066+STABILITY: SURFACE MOTION
 OT0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0066+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2022
 OT0066
 OT0066  HISTORY     - Date     Condition        Report By
 OT0066  HISTORY     - 1934     MONUMENTED       CGS
 OT0066  HISTORY     - 1961     GOOD             CGS
 OT0066  HISTORY     - 1962     GOOD             CGS
 OT0066  HISTORY     - 20220915 GOOD             INDIV
 OT0066
 OT0066                          STATION DESCRIPTION
 OT0066
 OT0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0066'THIS STATION IS ABOUT 6 MILES N OF CONATA, 14 MILES S OF WALL ON
 OT0066'THE SW POINT OF BLUFF AT THE N EDGE OF THE BAD LANDS WITH AN
 OT0066'UNOBSTRUCTED VIEW TO THE S, 1/2 MILE WNW OF SOME RANCH BUILDINGS,
 OT0066'207 FEET SW OF CENTER LINE OF A GRAVELED ROAD IN THE CENTER OF
 OT0066'POINT THAT DROPS OFF SHARPLY TO THE S, IN SEC. 2 (APPROXIMATELY)
 OT0066'T 3 S, R 16 E, AND THE MARK PROJECTS 8 INCHES.
 OT0066'
 OT0066'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0066'BRONZE DISKS SET IN CONCRETE.
 OT0066'
 OT0066'REFERENCE MARK NO. 1 IS NNE OF STATION ON SAME BLUFF AND PROJECTS
 OT0066'4 INCHES.
 OT0066'
 OT0066'REFERENCE MARK NO. 2 IS E OF STATION ACROSS THE HEAD OF A SMALL
 OT0066'CANYON AND PROJECTS 6 INCHES.  IT IS ALSO 78 FEET WSW OF CENTER
 OT0066'LINE OF GRAVELED HIGHWAY.
 OT0066'
 OT0066'THE AZIMUTH MARK IS SSE OF THE STATION 75 FEET W OF CENTER LINE
 OT0066'OF GRAVELED HIGHWAY AT A POINT WHERE A FILL HAS BEEN MADE TO
 OT0066'DRIVE OFF HIGHWAY AND MARK PROJECTS 6 INCHES.
 OT0066'
 OT0066'STATION IS REACHED FROM WALL BY LEAVING U.S. HIGHWAYS 14 AND
 OT0066'16 IN SE EDGE OF TOWN AT A SIGN PINNACLES 8 MILES SOUTH, AND GO
 OT0066'S ON GRADED, GRAVELED ROAD 9.2 MILES TO WAYSIDE INN, CABIN CAMP
 OT0066'AND GASOLINE PUMP, THEN TRAVEL IN A GENERAL SOUTHEASTERLY
 OT0066'DIRECTION ON MAIN GRAVELED ROAD FOR 6.2 MILES, THE ROAD PASSES
 OT0066'ALONG N EDGE OF THE BAD LANDS.  HERE, LEAVE ROAD, TURN RIGHT
 OT0066'AND DRIVE S 0.1 MILE ALONG EDGE OF BLUFF TO END OF SHARP POINT
 OT0066'AND STATION.
 OT0066'
 OT0066'A 4-FOOT STAND WILL CLEAR ALL LINES.
 OT0066
 OT0066                          STATION RECOVERY (1961)
 OT0066
 OT0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OT0066'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 OT0066'CONDITION.  A DIFFERENT MEASUREMENT WAS FOUND ON REFERENCE MARK
 OT0066'NO. 1 AND REFERENCE MARK NO. 2, A NEW DESCRIPTION FOLLOWS.
 OT0066'
 OT0066'THE STATION IS 12 MILES SOUTH-SOUTHEAST OF WALL, 6 MILES NORTH OF
 OT0066'CONATA, BELIEVED TO BE IN SEC. 2 T. 3 S., R. 16 E., AT SOUTHWEST
 OT0066'POINT OF BLUFF AT NORTH EDGE OF THE BAD LANDS, IN THE BAD LANDS
 OT0066'NATIONAL MONUMENT.
 OT0066'
 OT0066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14, 16
 OT0066'AND 16A IN THE SOUTHEAST EDGE OF WALL, GO SOUTH ON U.S. HIGHWAY
 OT0066'16A FOR 7.3 MILES TO A CATTLE GUARD AT THE ENTRANCE TO THE BAD
 OT0066'LANDS NATIONAL MONUMENT.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 OT0066'16A AND GO 7.1 MILES TO THE CLASTIC DIKES PARKING AREA ON THE
 OT0066'RIGHT.  CONTINUE STRAIGHT AHEAD SOUTH ON U.S. HIGHWAY 16A FOR
 OT0066'0.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED, ABOUT 200
 OT0066'FEET SOUTHWEST OF U.S. HIGHWAY 16A.
 OT0066'
 OT0066'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT
 OT0066'AHEAD, SOUTHEAST ON U.S. HIGHWAY 16A FOR 0.5 MILE TO THE MARK ON
 OT0066'THE RIGHT AS DESCRIBED.
 OT0066'
 OT0066'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 OT0066'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 8 INCHES AND IS STAMPED
 OT0066'FAIRVIEW 1934.  IT IS 22 FEET WEST OF THE EDGE OF THE BLUFF AND
 OT0066'13 FEET EAST OF THE WEST EDGE OF THE BLUFF.
 OT0066'
 OT0066'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 OT0066'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS
 OT0066'STAMPED FAIRVIEW NO 1 1934.  IT IS 33 FEET EAST OF THE WEST
 OT0066'EDGE OF THE BLUFF AND 73 FEET SOUTHWEST OF THE CENTER OF U.S.
 OT0066'HIGHWAY 16A.
 OT0066'
 OT0066'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 OT0066'12-INCH, SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND
 OT0066'IS STAMPED FAIRVIEW NO 2 1934.  IT IS 98 FEET SOUTHWEST OF THE
 OT0066'CENTER OF U.S. HIGHWAY 16A AND 18 FEET NORTH OF THE NORTH EDGE
 OT0066'OF THE BLUFF.
 OT0066'
 OT0066'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE
 OT0066'TOP OF A 12-INCH, SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6
 OT0066'INCHES AND IS STAMPED FAIRVIEW AZIMUTH 1934.  IT IS 87 FEET
 OT0066'WEST OF THE CENTER OF U.S. HIGHWAY 16A AND 27 FEET EAST OF THE
 OT0066'WEST EDGE OF THE BLUFF.
 OT0066
 OT0066                          STATION RECOVERY (1962)
 OT0066
 OT0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0066'15 MI SE FROM WALL.
 OT0066'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0066'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0066'14.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, ON THE NORTHEAST
 OT0066'RIM OF A CANYON OVERLOOKING THE BADLANDS AND A VALLEY TO THE
 OT0066'SOUTH, 233 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OT0066'12 FEET NORTHEAST OF THE RIM, 282.0 FEET SOUTHEAST OF
 OT0066'FAIRVIEW NO 1, 149.0 FEET WEST-SOUTHWEST OF FAIRVIEW NO 2,
 OT0066'1.8 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 OT0066'CONCRETE POST PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 OT0066
 OT0066                          STATION RECOVERY (2022)
 OT0066
 OT0066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (KSP)
 OT0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0703 ***********************************************************************
 OQ0703  DESIGNATION -  FAIRVIEW
 OQ0703  PID         -  OQ0703
 OQ0703  STATE/COUNTY-  SD/LINCOLN
 OQ0703  COUNTRY     -  US
 OQ0703  USGS QUAD   -  FAIRVIEW (2017)
 OQ0703
 OQ0703                         *CURRENT SURVEY CONTROL
 OQ0703  ______________________________________________________________________
 OQ0703* NAD 83(1996) POSITION- 43 11 32.97101(N) 096 29 23.57750(W)   ADJUSTED
 OQ0703* NAVD 88 ORTHO HEIGHT -   437.    (meters)     1434.    (feet) SCALED
 OQ0703  ______________________________________________________________________
 OQ0703  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 OQ0703  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 OQ0703  HORZ ORDER      -  SECOND
 OQ0703
 OQ0703.The horizontal coordinates were established by classical geodetic methods
 OQ0703.and adjusted by the National Geodetic Survey in January 1998.
 OQ0703
 OQ0703.The orthometric height was scaled from a topographic map.
 OQ0703
 OQ0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0703.GEOID18 height accuracy estimate available here.
 OQ0703
 OQ0703.Click photographs - Photos may exist for this station.
 OQ0703
 OQ0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0703
 OQ0703. The following values were computed from the NAD 83(1996) position.
 OQ0703
 OQ0703;                    North         East     Units Scale Factor Converg.
 OQ0703;SPC SD S     -   102,671.813   912,286.592   MT  0.99993433   +2 39 05.1
 OQ0703;SPC SD S     -   336,849.11  2,993,060.26   sFT  0.99993433   +2 39 05.1
 OQ0703;UTM  14      - 4,785,250.016   703,959.914   MT  1.00011176   +1 43 07.1
 OQ0703
 OQ0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0703!SPC SD S     -   0.99993557  x   0.99993433  =   0.99986991
 OQ0703!UTM  14      -   0.99993557  x   1.00011176  =   1.00004732
 OQ0703
 OQ0703:                Primary Azimuth Mark                     Grid Az
 OQ0703:SPC SD S     -  FAIRVIEW AZ MK                           178 43 26.6
 OQ0703:UTM  14      -  FAIRVIEW AZ MK                           179 39 24.6
 OQ0703
 OQ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0395985250(NAD 83)
 OQ0703
 OQ0703|---------------------------------------------------------------------|
 OQ0703| PID    Reference Object                     Distance      Geod. Az  |
 OQ0703|                                                           dddmmss.s |
 OQ0703| OQ0702 FAIRVIEW MUNICIPAL TANK             APPROX. 3.2 KM 0033100.1 |
 OQ0703| OQ0613 ROCK VALLEY CHRIST REFORM CH        APPROX.15.7 KM 0841614.8 |
 OQ0703| OQ0615 ROCK VALLEY MUNICIPAL TANK          APPROX.15.9 KM 0861832.9 |
 OQ0703| CO3078 FAIRVIEW AZ MK                                     1812231.7 |
 OQ0703| CO3079 FAIRVIEW RM 1                                      23922     |
 OQ0703| CO3080 FAIRVIEW RM 2                        36.405 METERS 34147     |
 OQ0703|---------------------------------------------------------------------|
 OQ0703
 OQ0703                          SUPERSEDED SURVEY CONTROL
 OQ0703
 OQ0703  NAD 83(1995)-  43 11 32.97154(N)    096 29 23.57402(W) AD(       ) 2
 OQ0703  NAD 83(1986)-  43 11 32.97391(N)    096 29 23.56628(W) AD(       ) 2
 OQ0703  NAD 27      -  43 11 33.02900(N)    096 29 22.43200(W) AD(       ) 2
 OQ0703
 OQ0703.Superseded values are not recommended for survey control.
 OQ0703
 OQ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0703.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0703
 OQ0703_MARKER: DS = TRIANGULATION STATION DISK
 OQ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0703_STAMPING: FAIRVIEW 1949
 OQ0703_MARK LOGO: CGS
 OQ0703_PROJECTION: FLUSH
 OQ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0703+STABILITY: SURFACE MOTION
 OQ0703
 OQ0703  HISTORY     - Date     Condition        Report By
 OQ0703  HISTORY     - 1949     MONUMENTED       CGS
 OQ0703  HISTORY     - 1963     GOOD             CGS
 OQ0703
 OQ0703                          STATION DESCRIPTION
 OQ0703
 OQ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0703'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE VILLAGE OF
 OQ0703'FAIRVIEW, ON THE SOUTH SIDE OF THE FAIRVIEW CEMETERY, ON LAND
 OQ0703'OWNED BY MR. GERRIT DE VRIES.  IT IS 74 FEET EAST OF THE
 OQ0703'CENTERLINE OF A NORTH-SOUTH GRAVELLED ROAD, 37 FEET EAST OF A
 OQ0703'POWER POLE, FENCE CORNER AND A GATE POST AT THE SOUTH EDGE OF
 OQ0703'THE CEMETERY, 9 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 10
 OQ0703'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 OQ0703'FAIRVIEW 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0703'
 OQ0703'R.M. NO. 1 IS 44 FEET WEST OF THE CENTERLINE OF THE ROAD, 9 FEET
 OQ0703'SOUTH OF THE CENTER LINE OF A FARM DRIVE, 3 FEET NORTHEAST OF A
 OQ0703'TELEPHONE POLE AND 1 FOOT NORTHWEST OF A FENCE CORNER.  THE MARK
 OQ0703'IS STAMPED FAIRVIEW NO 1 1949 AND PROJECTS 2 INCHES.
 OQ0703'
 OQ0703'R.M. NO. 2 IS 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 7 FEET
 OQ0703'SOUTH OF THE CENTER LINE OF THE CENTER DRIVE LEADING INTO THE
 OQ0703'CEMETERY AND 1 FOOT WEST OF THE NORTH GATE POST.  THE MARK IS
 OQ0703'STAMPED FAIRVIEW NO 2 1949 AND PROJECTS 2 INCHES.
 OQ0703'
 OQ0703'AZIMUTH MARK IS 45 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 OQ0703'ROAD, 20 FEET NORTH OF A POWER POLE, 2 FEET NORTH OF A WHITE
 OQ0703'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS
 OQ0703'STAMPED FAIRVIEW 1949 AND PROJECTS 3 INCHES.
 OQ0703'
 OQ0703'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 OQ0703'FAIRVIEW, GO WEST 0.15 MILE TO CROSS ROADS, TURN LEFT (SOUTH) AND
 OQ0703'GO 2.05 MILES TO TOP OF GRADE AND STATION ON SOUTH SIDE OF
 OQ0703'CEMETERY AS DESCRIBED.
 OQ0703'
 OQ0703'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELLED
 OQ0703'ROAD FOR 0.85 MILE TO TOP OF GRADE AND MARK ON RIGHT AS DESCRIBED.
 OQ0703'
 OQ0703'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OQ0703
 OQ0703                          STATION RECOVERY (1963)
 OQ0703
 OQ0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 OQ0703'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OQ0703'IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS 3 FEET NORTHWEST OF A
 OQ0703'TELEPHONE AND JUST WEST OF THE SOUTH GATE POST FOR A METAL GATE.
 OQ0703'REFERENCE MARK NO. 2 IS NORTH OF THE ENTRANCE DRIVEWAY TO THE
 OQ0703'CEMETERY.  A SHORT DESCRIPTION FOR THE AZIMUTH MARK AND A NEW
 OQ0703'TO REACH FOLLOW.
 OQ0703'
 OQ0703'AZIMUTH MARK IS 0.85 MILE SOUTH OF THE STATION, 0.35 MILE SOUTH
 OQ0703'OF A SCHOOLHOUSE, 0.15 MILE NORTH OF A T-ROAD GOING EAST, 20 FEET
 OQ0703'NORTH OF THE 4TH POWER POLE SOUTH OF ENTRANCE DRIVEWAY TO FARM
 OQ0703'BUILDINGS ON THE WEST SIDE OF ROAD, 45 FEET WEST OF THE CENTER
 OQ0703'OF NORTH-SOUTH ROAD, 1 FOOT EAST OF FENCE, AND 1 FOOT SOUTH OF A
 OQ0703'NEW STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 OQ0703'IS STAMPED FAIRVIEW 1949.  NOTE 16A.
 OQ0703'
 OQ0703'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SMALL
 OQ0703'TOWN OF HUDSON, GO NORTH ON MAIN STREET FOR 0.1 MILE TO WHERE STATE
 OQ0703'HIGHWAY 46 GOES EAST.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR
 OQ0703'0.3 MILE.  TURN RIGHT AND FOLLOW THE MAIN GRAVEL ROAD NORTH, WEST
 OQ0703'AND NORTH FOR 4.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 OQ0703'CONTINUE NORTH ON THE MAIN GRAVEL ROAD FOR 0.85 MILE TO A
 OQ0703'CEMETERY ON THE RIGHT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0762 ***********************************************************************
 OS0762  DESIGNATION -  FAIRVIEW
 OS0762  PID         -  OS0762
 OS0762  STATE/COUNTY-  SD/BENNETT
 OS0762  COUNTRY     -  US
 OS0762  USGS QUAD   -  SWETT NE (2017)
 OS0762
 OS0762                         *CURRENT SURVEY CONTROL
 OS0762  ______________________________________________________________________
 OS0762* NAD 83(1996) POSITION- 43 12 16.83019(N) 101 48 19.13310(W)   ADJUSTED
 OS0762* NAVD 88 ORTHO HEIGHT -  1029.    (meters)     3376.    (feet) SCALED
 OS0762  ______________________________________________________________________
 OS0762  GEOID HEIGHT    -        -19.588 (meters)                     GEOID18
 OS0762  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 OS0762  HORZ ORDER      -  FIRST
 OS0762
 OS0762.The horizontal coordinates were established by classical geodetic methods
 OS0762.and adjusted by the National Geodetic Survey in January 1998.
 OS0762
 OS0762.The orthometric height was scaled from a topographic map.
 OS0762
 OS0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0762.GEOID18 height accuracy estimate available here.
 OS0762
 OS0762.Click photographs - Photos may exist for this station.
 OS0762
 OS0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0762
 OS0762. The following values were computed from the NAD 83(1996) position.
 OS0762
 OS0762;                    North         East     Units Scale Factor Converg.
 OS0762;SPC SD S     -    97,858.245   480,386.678   MT  0.99993279   -1 00 55.6
 OS0762;SPC SD S     -   321,056.59  1,576,068.63   sFT  0.99993279   -1 00 55.6
 OS0762;UTM  14      - 4,787,365.208   272,098.002   MT  1.00023897   -1 55 16.9
 OS0762
 OS0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0762!SPC SD S     -   0.99984166  x   0.99993279  =   0.99977446
 OS0762!UTM  14      -   0.99984166  x   1.00023897  =   1.00008059
 OS0762
 OS0762:                Primary Azimuth Mark                     Grid Az
 OS0762:SPC SD S     -  FAIRVIEW AZ MK                           243 15 00.6
 OS0762:UTM  14      -  FAIRVIEW AZ MK                           244 09 21.9
 OS0762
 OS0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7209887365(NAD 83)
 OS0762
 OS0762|---------------------------------------------------------------------|
 OS0762| PID    Reference Object                     Distance      Geod. Az  |
 OS0762|                                                           dddmmss.s |
 OS0762| CQ3703 FAIRVIEW RM 1                                      09830     |
 OS0762| OS0761 MARTIN MUNICIPAL TANK               APPROX. 6.8 KM 1182735.8 |
 OS0762| CQ3704 FAIRVIEW RM 2                                      16001     |
 OS0762| CQ3702 FAIRVIEW AZ MK                                     2421405.0 |
 OS0762|---------------------------------------------------------------------|
 OS0762
 OS0762                          SUPERSEDED SURVEY CONTROL
 OS0762
 OS0762  NAD 83(1995)-  43 12 16.83021(N)    101 48 19.13285(W) AD(       ) 1
 OS0762  NAD 83(1986)-  43 12 16.82118(N)    101 48 19.14081(W) AD(       ) 1
 OS0762  NAD 27      -  43 12 16.83500(N)    101 48 17.59900(W) AD(       ) 1
 OS0762
 OS0762.Superseded values are not recommended for survey control.
 OS0762
 OS0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0762.See file dsdata.pdf to determine how the superseded data were derived.
 OS0762
 OS0762_MARKER: DS = TRIANGULATION STATION DISK
 OS0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0762_STAMPING: FAIRVI32 1936
 OS0762_MARK LOGO: CGS
 OS0762_PROJECTION: RECESSED 71 CENTIMETERS
 OS0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0762+STABILITY: SURFACE MOTION
 OS0762
 OS0762  HISTORY     - Date     Condition        Report By
 OS0762  HISTORY     - 1936     MONUMENTED       CGS
 OS0762
 OS0762                          STATION DESCRIPTION
 OS0762
 OS0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0762'STATION IS ABOUT 5 MILES WEST OF MARTIN, S. DAK., ON A SMALL KNOLL
 OS0762'IN CENTER OF CULTIVATED FIELD.
 OS0762'
 OS0762'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY
 OS0762'73, AT SOUTHEAST EDGE OF MARTIN, GO WEST ON U.S. 18 FOR 4.1
 OS0762'MILES, TURN RIGHT ON DIRT ROAD AND GO 2.0 MILES (SCHOOLHOUSE
 OS0762'IN NORTHEAST CORNER), TURN RIGHT (EAST) GO 0.5 MILE TO GATE ON
 OS0762'LEFT, GO THROUGH GATE AND FOLLOW ROAD FOR 0.05 MILE TO SMALL
 OS0762'HOUSE, FROM NORTHWEST CORNER OF HOUSE BEAR NORTHWEST 735.5 FEET
 OS0762'TO TOP OF KNOLL AND STATION.  MARK IS 28 INCHES BELOW THE
 OS0762'SURFACE OF THE GROUND.
 OS0762'
 OS0762'REFERENCE MARK NO. 1 IS EAST OF STATION IN NORTH-SOUTH FENCE LINE,
 OS0762'0.15 MILE NORTH OF FENCE INTERSECTION.  MARK PROJECTS ABOUT 3
 OS0762'INCHES.
 OS0762'
 OS0762'REFERENCE MARK NO. 2 IS SOUTH OF STATION, IN EAST-WEST FENCE LINE,
 OS0762'29 FEET WEST OF GATE, 33 FEET NORTH OF CENTERLINE OF EAST-WEST
 OS0762'ROAD, MARK PROJECTS ABOUT 4 INCHES.
 OS0762'
 OS0762'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION AT NORTH-SOUTH
 OS0762'ROAD, 0.1 MILE NORTH OF CROSSROADS, AT NORTHEAST CORNER OF
 OS0762'SCHOOLYARD, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, IN
 OS0762'WEST RIGHT-OF-WAY FENCE LINE AND PROJECTS 6 INCHES.
 OS0762'
 OS0762'ALL LINES VISIBLE FROM 90-FOOT TOWER.
 OS0762'
 OS0762'HEIGHT OF LIGHT ABOVE STATION MARK - 90 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1182 ***********************************************************************
 PT1182  DESIGNATION -  FAIRVIEW
 PT1182  PID         -  PT1182
 PT1182  STATE/COUNTY-  SD/ZIEBACH
 PT1182  COUNTRY     -  US
 PT1182  USGS QUAD   -  MILLER DAM (2017)
 PT1182
 PT1182                         *CURRENT SURVEY CONTROL
 PT1182  ______________________________________________________________________
 PT1182* NAD 83(1996) POSITION- 44 58 43.22953(N) 101 33 23.33428(W)   ADJUSTED
 PT1182* NAVD 88 ORTHO HEIGHT -   774.    (meters)     2539.    (feet) SCALED
 PT1182  ______________________________________________________________________
 PT1182  GEOID HEIGHT    -        -20.718 (meters)                     GEOID18
 PT1182  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 PT1182  HORZ ORDER      -  FIRST
 PT1182
 PT1182.The horizontal coordinates were established by classical geodetic methods
 PT1182.and adjusted by the National Geodetic Survey in January 1998.
 PT1182
 PT1182.The orthometric height was scaled from a topographic map.
 PT1182
 PT1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1182.GEOID18 height accuracy estimate available here.
 PT1182
 PT1182.Click photographs - Photos may exist for this station.
 PT1182
 PT1182.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1182
 PT1182. The following values were computed from the NAD 83(1996) position.
 PT1182
 PT1182;                    North         East     Units Scale Factor Converg.
 PT1182;SPC SD N     -   128,452.986   477,245.766   MT  0.99993991   -1 06 05.7
 PT1182;SPC SD N     -   421,432.84  1,565,763.82   sFT  0.99993991   -1 06 05.7
 PT1182;UTM  14      - 4,983,761.056   298,435.264   MT  1.00009960   -1 48 27.5
 PT1182
 PT1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1182!SPC SD N     -   0.99988184  x   0.99993991  =   0.99982175
 PT1182!UTM  14      -   0.99988184  x   1.00009960  =   0.99998142
 PT1182
 PT1182:                Primary Azimuth Mark                     Grid Az
 PT1182:SPC SD N     -  FAIRVIEW AZ MK                           273 44 28.7
 PT1182:UTM  14      -  FAIRVIEW AZ MK                           274 26 50.5
 PT1182
 PT1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9843583761(NAD 83)
 PT1182
 PT1182|---------------------------------------------------------------------|
 PT1182| PID    Reference Object                     Distance      Geod. Az  |
 PT1182|                                                           dddmmss.s |
 PT1182| CQ3706 FAIRVIEW RM 1                        18.300 METERS 14622     |
 PT1182| CQ3707 FAIRVIEW RM 2                        18.276 METERS 25632     |
 PT1182| CQ3705 FAIRVIEW AZ MK                                     2723823.0 |
 PT1182|---------------------------------------------------------------------|
 PT1182
 PT1182                          SUPERSEDED SURVEY CONTROL
 PT1182
 PT1182  NAD 83(1986)-  44 58 43.22159(N)    101 33 23.33367(W) AD(       ) 1
 PT1182  NAD 27      -  44 58 43.28200(N)    101 33 21.77000(W) AD(       ) 1
 PT1182
 PT1182.Superseded values are not recommended for survey control.
 PT1182
 PT1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1182.See file dsdata.pdf to determine how the superseded data were derived.
 PT1182
 PT1182_MARKER: DS = TRIANGULATION STATION DISK
 PT1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1182_STAMPING: FAIRVIEW 1938
 PT1182_MARK LOGO: CGS
 PT1182_PROJECTION: RECESSED 5 CENTIMETERS
 PT1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1182+STABILITY: SURFACE MOTION
 PT1182
 PT1182  HISTORY     - Date     Condition        Report By
 PT1182  HISTORY     - 1938     MONUMENTED       CGS
 PT1182  HISTORY     - 1952     GOOD             CGS
 PT1182
 PT1182                          STATION DESCRIPTION
 PT1182
 PT1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PT1182'STATION IS LOCATED ABOUT 7 MILES SW OF LANTRY AND ABOUT 5
 PT1182'MILES S OF U.S. HIGHWAY 212 AND ABOUT 0.2 MILE SE OF FAIRVIEW
 PT1182'SCHOON ON THE CHERRY CREEK INDIAN RESERVATION ON A HIGH KNOLL.
 PT1182'
 PT1182'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT1182'BRONZE DISKS SET IN CONCRETE.
 PT1182'
 PT1182'STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN DUPREE
 PT1182'GO S ON DIRT ROAD 1.6 MILES, TURN LEFT (E) AND GO 1.1 MILES
 PT1182'TO A WHITE HOUSE AT TURN, TURN RIGHT (S) AND GO 0.7 MILE, TURN
 PT1182'LEFT (E) AND GO 1.0 MILE, TURN RIGHT (S) AND GO 2.0 MILES TO
 PT1182'THE FAIRVIEW SCHOOL ON LEFT, TURN LEFT (E) AND GO 0.3 MILE,
 PT1182'TURN RIGHT (S) OFF ROAD AND GO ACROSS FIELD ABOUT 300 FEET
 PT1182'TO TOP OF KNOLL AND STATION.
 PT1182'
 PT1182'AZIMUTH IS ABOUT 1.0 MILE W OF STATION NEAR A FARMHOUSE,
 PT1182'AND BESIDE THE ROAD.
 PT1182'
 PT1182'HEIGHT OF LIGHT ABOVE STATION MARK - 1.6 METERS.
 PT1182
 PT1182                          STATION RECOVERY (1952)
 PT1182
 PT1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1182'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 PT1182'CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT TO
 PT1182'REFERENCE MARK 1.  A NEW DESCRIPTION FOLLOWS.
 PT1182'
 PT1182'THE STATION IS IN SECTION 22, T 21 N, R 21 E, ABOUT 7 MILES
 PT1182'SOUTHWEST OF LANTRY, 5.5 MILES SOUTH-SOUTHEAST OF DUPREE, 5
 PT1182'MILES SOUTH OF U.S. HIGHWAY 212, 10 FEET NORTH OF A WHITE
 PT1182'4 X 4 IN WITNESS POST AND ON THE CHERRY CREEK INDIAN RESERVATION.
 PT1182'
 PT1182'TO REACH THE STATION FROM THE COURTHOUSE IN DUPREE, GO SOUTH
 PT1182'ON THE MAIN GRAVELED ROAD FOR 0.65 MILE TO A Y-JUNCTION, CONTINUE
 PT1182'STRAIGHT AHEAD ON A DIRT ROAD FOR 0.95 MILE TO A SIDE ROAD
 PT1182'ON THE LEFT, TURN LEFT (EAST) AND GO ON A DIRT ROAD FOR 1.1
 PT1182'MILES, TURN RIGHT (SOUTH) WITH THE MAIN ROAD FOR 1 MILE, TURN
 PT1182'LEFT (EAST) WITH THE MAIN ROAD FOR 1 MILE, TURN RIGHT (SOUTH)
 PT1182'WITH THE MAIN ROAD FOR 2 MILES TO A SCHOOL HOUSE ON
 PT1182'THE LEFT AND A TRACK CROSS ROAD, TURN LEFT (EAST) AND GO ON
 PT1182'THE TRACK ROAD FOR 0.3 MILE TO THE TOP OF A RIDGE, TURN RIGHT
 PT1182'(SOUTH) AND GO ACROSS PASTURE LAND FOR 0.05 MILE TO THE
 PT1182'STATION AS DESCRIBED.
 PT1182'
 PT1182'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE TRACK
 PT1182'ROAD FOR 0.3 MILE TO THE SCHOOL HOUSE AND CROSS ROAD, CONTINUE
 PT1182'DUE WEST ON A TRACK ROAD FOR 0.7 MILE TO THE AZIMUTH MARK
 PT1182'ON THE RIGHT AS DESCRIBED.
 PT1182'
 PT1182'THE STATION MARK IS 2-INCH UNDER THE SURFACE OF THE GROUND
 PT1182'AND THE DISK IS STAMPED FAIRVIEW 1938
 PT1182'
 PT1182'REFERENCE MARK 1 IS FLUSH WITH THE GROUND AND THE DISK IS
 PT1182'STAMPED FAIRVIEW NO 1 1938.
 PT1182'
 PT1182'REFERENCE MARK 2 IS FLUSH WITH THE GROUND AND THE DISK IS
 PT1182'STAMPED FAIRVIEW NO 2 1938
 PT1182'
 PT1182'THE AZIMUTH MARK IS 0.1 MILE EAST-NORTHEAST OF A FARMHOUSE, 23
 PT1182'FEET NORTH OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTH
 PT1182'OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 PT1182'IS STAMPED FAIRVIEW 1938
 PT1182'
 PT1182'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2270 ***********************************************************************
 PU2270  DESIGNATION -  FAIRVIEW
 PU2270  PID         -  PU2270
 PU2270  STATE/COUNTY-  SD/MEADE
 PU2270  COUNTRY     -  US
 PU2270  USGS QUAD   -  VALE (2017)
 PU2270
 PU2270                         *CURRENT SURVEY CONTROL
 PU2270  ______________________________________________________________________
 PU2270* NAD 83(1996) POSITION- 44 34 40.70755(N) 103 24 15.08148(W)   ADJUSTED
 PU2270* NAVD 88 ORTHO HEIGHT -   939.    (meters)     3081.    (feet) SCALED
 PU2270  ______________________________________________________________________
 PU2270  GEOID HEIGHT    -        -16.245 (meters)                     GEOID18
 PU2270  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 PU2270  HORZ ORDER      -  SECOND
 PU2270
 PU2270.The horizontal coordinates were established by classical geodetic methods
 PU2270.and adjusted by the National Geodetic Survey in January 1998.
 PU2270
 PU2270.The orthometric height was scaled from a topographic map.
 PU2270
 PU2270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2270.GEOID18 height accuracy estimate available here.
 PU2270
 PU2270.Click photographs - Photos may exist for this station.
 PU2270
 PU2270.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2270
 PU2270. The following values were computed from the NAD 83(1996) position.
 PU2270
 PU2270;                    North         East     Units Scale Factor Converg.
 PU2270;SPC SD N     -    88,429.752   329,714.367   MT  0.99997301   -2 24 33.4
 PU2270;SPC SD N     -   290,123.28  1,081,737.89   sFT  0.99997301   -2 24 33.4
 PU2270;UTM  13      - 4,937,308.963   626,694.427   MT  0.99979739   +1 07 12.8
 PU2270
 PU2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2270!SPC SD N     -   0.99985526  x   0.99997301  =   0.99982827
 PU2270!UTM  13      -   0.99985526  x   0.99979739  =   0.99965268
 PU2270
 PU2270:                Primary Azimuth Mark                     Grid Az
 PU2270:SPC SD N     -  FAIRVIEW AZ MK RESET                     334 02 27.5
 PU2270:UTM  13      -  FAIRVIEW AZ MK RESET                     330 30 41.3
 PU2270
 PU2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2669437308(NAD 83)
 PU2270
 PU2270|---------------------------------------------------------------------|
 PU2270| PID    Reference Object                     Distance      Geod. Az  |
 PU2270|                                                           dddmmss.s |
 PU2270| CQ3710 FAIRVIEW RM 1                         7.626 METERS 09417     |
 PU2270| CQ3711 FAIRVIEW RM 2                         7.181 METERS 27443     |
 PU2270| CQ3708 FAIRVIEW AZ MK                                     3313245.5 |
 PU2270| CQ3709 FAIRVIEW AZ MK RESET                               3313754.1 |
 PU2270| PU2272 NEWELL MUNICIPAL TANK               APPROX.15.4 KM 3530017.0 |
 PU2270|---------------------------------------------------------------------|
 PU2270
 PU2270                          SUPERSEDED SURVEY CONTROL
 PU2270
 PU2270  NAD 83(1993)-  44 34 40.70071(N)    103 24 15.08215(W) AD(       ) 2
 PU2270  NAD 83(1986)-  44 34 40.69679(N)    103 24 15.07780(W) AD(       ) 2
 PU2270  NAD 27      -  44 34 40.75070(N)    103 24 13.40700(W) AD(       ) 2
 PU2270
 PU2270.Superseded values are not recommended for survey control.
 PU2270
 PU2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2270.See file dsdata.pdf to determine how the superseded data were derived.
 PU2270
 PU2270_MARKER: DS = TRIANGULATION STATION DISK
 PU2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2270_STAMPING: FAIRVIEW 1950
 PU2270_MARK LOGO: CGS
 PU2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2270+STABILITY: SURFACE MOTION
 PU2270
 PU2270  HISTORY     - Date     Condition        Report By
 PU2270  HISTORY     - 1950     MONUMENTED       CGS
 PU2270  HISTORY     - 1962     GOOD             CGS
 PU2270
 PU2270                          STATION DESCRIPTION
 PU2270
 PU2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2270'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF NEWELL, 0.4
 PU2270'MILE SOUTHEAST OF THE FAIRVIEW SCHOOLHOUSE.  ON THE MOST
 PU2270'WESTERLY AND HIGHEST OF TWO KNOLLS OWNED BY DEWEY HOLDEN.
 PU2270'
 PU2270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PU2270'AND STATE HIGHWAY 79 WHICH IS 2.8 MILES SOUTH OF THE POST
 PU2270'OFFICE IN NEWELL.  GO SOUTH, WEST AND SOUTH ON HIGHWAY 79
 PU2270'FOR 7.35 MILES TO THE BUTTE-MEADE COUNTY LINE.  CONTINUE SOUTH
 PU2270'ON THE HIGHWAY 1.0 MILE TO A CROSSROADS.  TURN LEFT AND GO
 PU2270'EAST ON A TRACK ROAD FOR 3.0 MILES TO A CROSSROADS.  TURN
 PU2270'RIGHT, GO SOUTH 0.6 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 PU2270'LEFT.  TURN LEFT, PASS THROUGH THE GATE, TURN RIGHT AND GO
 PU2270'SOUTH ON A DIM ROAD FOR 0.35 MILE TO THE SUMMIT OF THE KNOLL
 PU2270'AND THE STATION.
 PU2270'
 PU2270'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2270'FAIRVIEW 1950.
 PU2270'
 PU2270'REFERENCE MARK NO. 1 PROJECTS 11 INCHES AND THE DISK IS
 PU2270'STAMPED FAIRVIEW NO 1 1950.
 PU2270'
 PU2270'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2270'FAIRVIEW NO 2 1950.
 PU2270'
 PU2270'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF THE TRACK
 PU2270'ROAD, 22 FEET NORTHWEST OF THE CENTER OF THE GATE, 3 FEET
 PU2270'SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE.  THE
 PU2270'MARK PROJECTS 9 INCHES AND THE DISK IS STAMPED FAIRVIEW 1950.
 PU2270'
 PU2270'ALL THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2270'CONCRETE CYLINDERS.
 PU2270'
 PU2270'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2270
 PU2270                          STATION RECOVERY (1962)
 PU2270
 PU2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2270'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 PU2270'NUMBER 2 WERE RECOVERED AND ARE IN GOOD CONDITION.  THE AZIMUTH
 PU2270'MARK WAS DESTROYED.  A NEW AZIMUTH WAS SET NEAR THE LOCATION
 PU2270'OF THE ORIGINAL ONE.
 PU2270'
 PU2270'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH OF NEWELL,
 PU2270'6.5 MILES NORTH-NORTHEAST OF BEAR BUTTE AND 3.0 MILES
 PU2270'SOUTH OF VALE.  IT IS ON THE MOST WESTERLY AND HIGHEST POINT
 PU2270'OF TWO KNOLLS.
 PU2270'
 PU2270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PU2270'AND STATE HIGHWAY 79 ABOUT 3.0 MILES SOUTH OF NEWELL.  GO SOUTH
 PU2270'ON STATE HIGHWAY 79 FOR 6.25 TO CROSSROADS.  TURN LEFT AND GO
 PU2270'EAST ON GRAVELED ROAD FOR 1.3 MILES TO CROSSROADS.  TURN
 PU2270'RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO SCHOOLHOUSE
 PU2270'ON WEST SIDE OF THE ROAD, CONTINUE SOUTH ON GRAVELED ROAD FOR
 PU2270'0.05 MILE TO A WIRE GATE ON THE LEFT.  THE AZIMUTH MARK IS
 PU2270'NORTH OF THIS GATE.  PASS THROUGH GATE AND GO EAST ON TRACK
 PU2270'ROAD FOR 0.05 MILE TO FORK, TAKE RIGHT FORK STRAIGHT
 PU2270'AHEAD FOR 0.15 MILE TO TOP OF RIDGE.  TURN RIGHT,
 PU2270'LEAVING TRACK ROAD, AND FOLLOW THE TOP OF THE RIDGE
 PU2270'SOUTHERLY TO THE HIGHEST POINT AND THE STATION.
 PU2270'
 PU2270'THE STATION MARK IS A STANDARD DISK STAMPED
 PU2270'FAIRVIEW 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 PU2270'12 INCHES IN DIAMETER PROJECTING ABOUT 3 INCHES ABOVE THE
 PU2270'GROUND.
 PU2270'
 PU2270'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED
 PU2270'FAIRVIEW NO 1 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2270'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING ABOUT
 PU2270'7 INCHES ABOVE THE GROUND.
 PU2270'
 PU2270'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED
 PU2270'FAIRVIEW NO 2 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2270'MONUMENT 12 INCHES IN DIAMETER PROJECTING ABOUT 6 INCHES
 PU2270'ABOVE THE GROUND.
 PU2270'
 PU2270'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRVIEW
 PU2270'1950 RESET 1962 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 PU2270'12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE
 PU2270'THE GROUND.  IT IS 30 FEET EAST OF THE CENTER OF A GRADED
 PU2270'ROAD, 24 FEET NORTH OF THE CENTER OF THE WIRE GATE LEADING
 PU2270'TO THE STATION, 1 FOOT EAST OF A METAL WITNESS POST WITH
 PU2270'SIGN AND 6 INCHES WEST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0702 ***********************************************************************
 OQ0702  DESIGNATION -  FAIRVIEW MUNICIPAL TANK
 OQ0702  PID         -  OQ0702
 OQ0702  STATE/COUNTY-  SD/LINCOLN
 OQ0702  COUNTRY     -  US
 OQ0702  USGS QUAD   -  FAIRVIEW (2017)
 OQ0702
 OQ0702                         *CURRENT SURVEY CONTROL
 OQ0702  ______________________________________________________________________
 OQ0702* NAD 83(1996) POSITION- 43 13 16.59716(N) 096 29 14.86949(W)   ADJUSTED
 OQ0702  ______________________________________________________________________
 OQ0702  GEOID HEIGHT    -        -26.404 (meters)                     GEOID18
 OQ0702  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 OQ0702  HORZ ORDER      -  THIRD
 OQ0702
 OQ0702.The horizontal coordinates were established by classical geodetic methods
 OQ0702.and adjusted by the National Geodetic Survey in January 1998.
 OQ0702
 OQ0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0702.GEOID18 height accuracy estimate available here.
 OQ0702
 OQ0702.Click photographs - Photos may exist for this station.
 OQ0702
 OQ0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0702
 OQ0702. The following values were computed from the NAD 83(1996) position.
 OQ0702
 OQ0702;                    North         East     Units Scale Factor Converg.
 OQ0702;SPC SD S     -   105,875.192   912,334.974   MT  0.99993075   +2 39 11.1
 OQ0702;SPC SD S     -   347,358.86  2,993,218.99   sFT  0.99993075   +2 39 11.1
 OQ0702;UTM  14      - 4,788,452.759   704,060.430   MT  1.00011226   +1 43 16.4
 OQ0702
 OQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0406088452(NAD 83)
 OQ0702
 OQ0702                          SUPERSEDED SURVEY CONTROL
 OQ0702
 OQ0702  NAD 83(1995)-  43 13 16.59748(N)    096 29 14.86586(W) AD(       ) 3
 OQ0702  NAD 83(1986)-  43 13 16.59988(N)    096 29 14.85780(W) AD(       ) 3
 OQ0702  NAD 27      -  43 13 16.65000(N)    096 29 13.72000(W) AD(       ) 3
 OQ0702
 OQ0702.Superseded values are not recommended for survey control.
 OQ0702
 OQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0702.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0702
 OQ0702_MARKER: 51 = TANK
 OQ0702
 OQ0702  HISTORY     - Date     Condition        Report By
 OQ0702  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0702
 OQ0702                          STATION DESCRIPTION
 OQ0702
 OQ0702'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0065 ***********************************************************************
 OT0065  DESIGNATION -  FAIRVIEW RM 1
 OT0065  PID         -  OT0065
 OT0065  STATE/COUNTY-  SD/PENNINGTON
 OT0065  COUNTRY     -  US
 OT0065  USGS QUAD   -  WALL SW (2017)
 OT0065
 OT0065                         *CURRENT SURVEY CONTROL
 OT0065  ______________________________________________________________________
 OT0065* NAD 83(1986) POSITION- 43 49 15.01   (N) 102 10 21.59   (W)   HD_HELD1
 OT0065* NAVD 88 ORTHO HEIGHT -   876.008 (meters)     2874.04  (feet) ADJUSTED
 OT0065  ______________________________________________________________________
 OT0065  GEOID HEIGHT    -        -19.272 (meters)                     GEOID18
 OT0065  DYNAMIC HEIGHT  -        875.727 (meters)     2873.11  (feet) COMP
 OT0065  MODELED GRAVITY -    980,267.8   (mgal)                       NAVD 88
 OT0065
 OT0065  VERT ORDER      -  SECOND    CLASS 0
 OT0065
 OT0065.The horizontal coordinates were determined by differentially corrected
 OT0065.hand held GPS observations or other comparable positioning techniques
 OT0065.and have an estimated accuracy of +/- 3 meters.
 OT0065
 OT0065.The orthometric height was determined by differential leveling and
 OT0065.adjusted by the NATIONAL GEODETIC SURVEY
 OT0065.in June 1991.
 OT0065
 OT0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0065.GEOID18 height accuracy estimate available here.
 OT0065
 OT0065.Click photographs - Photos may exist for this station.
 OT0065
 OT0065.The dynamic height is computed by dividing the NAVD 88
 OT0065.geopotential number by the normal gravity value computed on the
 OT0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0065.degrees latitude (g = 980.6199 gals.).
 OT0065
 OT0065.The modeled gravity was interpolated from observed gravity values.
 OT0065
 OT0065;                    North         East    Units  Estimated Accuracy
 OT0065;SPC SD S     -   166,887.8     452,056.0     MT  (+/- 3 meters HH1 GPS) 
 OT0065
 OT0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2736455859(NAD 83)
 OT0065
 OT0065                          SUPERSEDED SURVEY CONTROL
 OT0065
 OT0065  NGVD 29 (??/??/92)  875.542  (m)         2872.51   (f) ADJ UNCH    2 0
 OT0065
 OT0065.Superseded values are not recommended for survey control.
 OT0065
 OT0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0065.See file dsdata.pdf to determine how the superseded data were derived.
 OT0065
 OT0065_MARKER: DR = REFERENCE MARK DISK
 OT0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0065_STAMPING: FAIRVIEW NO 1 1934
 OT0065_MARK LOGO: CGS
 OT0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0065+STABILITY: SURFACE MOTION
 OT0065
 OT0065  HISTORY     - Date     Condition        Report By
 OT0065  HISTORY     - 1934     MONUMENTED       CGS
 OT0065  HISTORY     - 1961     GOOD             CGS
 OT0065  HISTORY     - 1962     GOOD             CGS
 OT0065
 OT0065                          STATION DESCRIPTION
 OT0065
 OT0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OT0065'RECOVERED IN GOOD CONDITION.
 OT0065
 OT0065                          STATION RECOVERY (1962)
 OT0065
 OT0065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0065'15 MI SE FROM WALL.
 OT0065'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0065'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0065'THENCE 14.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, ON THE
 OT0065'NORTHEAST RIM OF A CANYON OVERLOOKING THE BADLANDS AND A
 OT0065'VALLEY TO THE SOUTH, 282.0 FEET NORTHWEWST OF FAIRVIEW 1934
 OT0065'7 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OT0065'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OT0065'POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0067 ***********************************************************************
 OT0067  DESIGNATION -  FAIRVIEW RM 2
 OT0067  PID         -  OT0067
 OT0067  STATE/COUNTY-  SD/PENNINGTON
 OT0067  COUNTRY     -  US
 OT0067  USGS QUAD   -  WALL SW (2017)
 OT0067
 OT0067                         *CURRENT SURVEY CONTROL
 OT0067  ______________________________________________________________________
 OT0067* NAD 83(1986) POSITION- 43 49 12.63   (N) 102 10 18.89   (W)   HD_HELD1
 OT0067* NAVD 88 ORTHO HEIGHT -   874.624 (meters)     2869.50  (feet) ADJUSTED
 OT0067  ______________________________________________________________________
 OT0067  GEOID HEIGHT    -        -19.274 (meters)                     GEOID18
 OT0067  DYNAMIC HEIGHT  -        874.343 (meters)     2868.57  (feet) COMP
 OT0067  MODELED GRAVITY -    980,267.8   (mgal)                       NAVD 88
 OT0067
 OT0067  VERT ORDER      -  SECOND    CLASS 0
 OT0067
 OT0067.The horizontal coordinates were determined by differentially corrected
 OT0067.hand held GPS observations or other comparable positioning techniques
 OT0067.and have an estimated accuracy of +/- 3 meters.
 OT0067
 OT0067.The orthometric height was determined by differential leveling and
 OT0067.adjusted by the NATIONAL GEODETIC SURVEY
 OT0067.in June 1991.
 OT0067
 OT0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0067.GEOID18 height accuracy estimate available here.
 OT0067
 OT0067.Click photographs - Photos may exist for this station.
 OT0067
 OT0067.The dynamic height is computed by dividing the NAVD 88
 OT0067.geopotential number by the normal gravity value computed on the
 OT0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0067.degrees latitude (g = 980.6199 gals.).
 OT0067
 OT0067.The modeled gravity was interpolated from observed gravity values.
 OT0067
 OT0067;                    North         East    Units  Estimated Accuracy
 OT0067;SPC SD S     -   166,813.0     452,114.7     MT  (+/- 3 meters HH1 GPS) 
 OT0067
 OT0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2742655788(NAD 83)
 OT0067
 OT0067                          SUPERSEDED SURVEY CONTROL
 OT0067
 OT0067  NGVD 29 (??/??/92)  874.158  (m)         2867.97   (f) ADJ UNCH    2 0
 OT0067
 OT0067.Superseded values are not recommended for survey control.
 OT0067
 OT0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0067.See file dsdata.pdf to determine how the superseded data were derived.
 OT0067
 OT0067_MARKER: DR = REFERENCE MARK DISK
 OT0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0067_STAMPING: FAIRVIEW NO 2 1934
 OT0067_MARK LOGO: CGS
 OT0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0067+STABILITY: SURFACE MOTION
 OT0067
 OT0067  HISTORY     - Date     Condition        Report By
 OT0067  HISTORY     - 1934     MONUMENTED       CGS
 OT0067  HISTORY     - 1961     GOOD             NGS
 OT0067  HISTORY     - 1962     GOOD             CGS
 OT0067
 OT0067                          STATION DESCRIPTION
 OT0067
 OT0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 (GWM)
 OT0067'RECOVERED IN GOOD CONDITION.
 OT0067
 OT0067                          STATION RECOVERY (1962)
 OT0067
 OT0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0067'15 MI SE FROM WALL.
 OT0067'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0067'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0067'THENCE 14.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, 149.0 FEET
 OT0067'EAST-NORTHEAST OF FAIRVIEW 1934, 92 FEET SOUTHWEST OF THE
 OT0067'CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF THE SOUTH EDGE OF A
 OT0067'RIM, ABOUT 6 FEET BELOW THE LEVEL OF FAIRVIEW 1934, AND SET
 OT0067'IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0410 ***********************************************************************
 QT0410  DESIGNATION -  FAITH
 QT0410  PID         -  QT0410
 QT0410  STATE/COUNTY-  SD/MEADE
 QT0410  COUNTRY     -  US
 QT0410  USGS QUAD   -  FAITH (2017)
 QT0410
 QT0410                         *CURRENT SURVEY CONTROL
 QT0410  ______________________________________________________________________
 QT0410* NAD 83(1996) POSITION- 45 01 23.94121(N) 102 00 25.15620(W)   ADJUSTED
 QT0410* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 QT0410  ______________________________________________________________________
 QT0410  GEOID HEIGHT    -        -19.524 (meters)                     GEOID18
 QT0410  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 QT0410  HORZ ORDER      -  THIRD
 QT0410
 QT0410.The horizontal coordinates were established by classical geodetic methods
 QT0410.and adjusted by the National Geodetic Survey in January 1998.
 QT0410
 QT0410.The orthometric height was scaled from a topographic map.
 QT0410
 QT0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0410.GEOID18 height accuracy estimate available here.
 QT0410
 QT0410.Click photographs - Photos may exist for this station.
 QT0410
 QT0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0410
 QT0410. The following values were computed from the NAD 83(1996) position.
 QT0410
 QT0410;                    North         East     Units Scale Factor Converg.
 QT0410;SPC SD N     -   134,194.269   441,845.371   MT  0.99993923   -1 25 13.5
 QT0410;SPC SD N     -   440,269.03  1,449,621.02   sFT  0.99993923   -1 25 13.5
 QT0410;UTM  13      - 4,989,899.350   735,799.493   MT  1.00028374   +2 07 05.6
 QT0410;UTM  14      - 4,989,940.169   263,099.458   MT  1.00029014   -2 07 41.2
 QT0410
 QT0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0410!SPC SD N     -   0.99987883  x   0.99993923  =   0.99981807
 QT0410!UTM  13      -   0.99987883  x   1.00028374  =   1.00016254
 QT0410!UTM  14      -   0.99987883  x   1.00029014  =   1.00016893
 QT0410
 QT0410:                Primary Azimuth Mark                     Grid Az
 QT0410:SPC SD N     -  FAITH AZ MK                              269 05 28.5
 QT0410:UTM  13      -  FAITH AZ MK                              265 33 09.4
 QT0410:UTM  14      -  FAITH AZ MK                              269 47 56.2
 QT0410
 QT0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3579989899(NAD 83)
 QT0410
 QT0410|---------------------------------------------------------------------|
 QT0410| PID    Reference Object                     Distance      Geod. Az  |
 QT0410|                                                           dddmmss.s |
 QT0410| AE3154 FAITH RM 1                           12.771 METERS 08450     |
 QT0410| AE3153 FAITH RM 2                           18.075 METERS 17857     |
 QT0410| AE3155 FAITH AZ MK                                        2674015.0 |
 QT0410| QT0412 FAITH MUNICIPAL TANK                APPROX. 2.6 KM 2675254.3 |
 QT0410|---------------------------------------------------------------------|
 QT0410
 QT0410                          SUPERSEDED SURVEY CONTROL
 QT0410
 QT0410  NAD 83(1986)-  45 01 23.93283(N)    102 00 25.15567(W) AD(       ) 3
 QT0410  NAD 27      -  45 01 23.99500(N)    102 00 23.58400(W) AD(       ) 3
 QT0410
 QT0410.Superseded values are not recommended for survey control.
 QT0410
 QT0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0410.See file dsdata.pdf to determine how the superseded data were derived.
 QT0410
 QT0410_MARKER: DS = TRIANGULATION STATION DISK
 QT0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0410_STAMPING: FAITH 1950
 QT0410_MARK LOGO: CGS
 QT0410_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0410+STABILITY: SURFACE MOTION
 QT0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0410+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0410
 QT0410  HISTORY     - Date     Condition        Report By
 QT0410  HISTORY     - 1950     MONUMENTED       CGS
 QT0410  HISTORY     - 1981     GOOD             NGS
 QT0410  HISTORY     - 19960425 GOOD             NGS
 QT0410
 QT0410                          STATION DESCRIPTION
 QT0410
 QT0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0410'THE STATION IS LOCATED ABOUT 2 MILES EAST OF FAITH, 47 FEET
 QT0410'EAST OF THE EAST GATE POST AT THE ENTRANCE TO A CEMETERY,
 QT0410'30 FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD, AND 18
 QT0410'FEET WEST OF A TELEPHONE POLE WITH A TRIANGULAR BLAZE.
 QT0410'
 QT0410'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET IN
 QT0410'FAITH WITH U.S. HIGHWAY NO. 212, GO EAST ON NO. 212 FOR 1.3
 QT0410'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 QT0410'EAST ON A GRADED DIRT ROAD FOR 0.3 MILE TO THE STATION ON
 QT0410'THE LEFT AS DESCRIBED.
 QT0410'
 QT0410'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0410'FAITH 1950.
 QT0410'
 QT0410'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTER OF THE
 QT0410'GRADED DIRT ROAD, 24 FEET EAST OF THE TELEPHONE POLE WITH A
 QT0410'TRIANGULAR BLAZE, AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS
 QT0410'4 INCHES, AND THE DISK IS STAMPED FAITH NO 1 1950.
 QT0410'
 QT0410'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF THE
 QT0410'GRADED DIRT ROAD, AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS
 QT0410'4 INCHES, AND THE DISK IS STAMPED FAITH NO 2 1950.
 QT0410'
 QT0410'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A GRAVELED
 QT0410'ROAD, 24 FEET NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD
 QT0410'TRACK, 4 FEET WEST OF A RAILROAD STATION 1 MILE POST, AND 2
 QT0410'FEET NORTH OF A WITNESS POST.  IT PROJECTS 6 INCHES, AND THE
 QT0410'DIDK IS STAMPED FAITH 1950.
 QT0410'
 QT0410'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QT0410'CYLINDERS.
 QT0410
 QT0410                          STATION RECOVERY (1981)
 QT0410
 QT0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0410'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QT0410'RECOVERED AND FOUND IN GOOD CONDITION.  NEW METAL WITNESS POSTS WERE
 QT0410'SET AT THE STATION AND THE AZIMUTH MARK AND THE ROUTE HAS CHANGED
 QT0410'SOMEWHAT.  THE STATION WAS NOT OCCUPIED AT THIS TIME.  NEW
 QT0410'DESCRIPTIVE TEXT FOLLOWS.
 QT0410'
 QT0410'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST OF FAITH ALONG THE
 QT0410'NORTH SIDE OF A GRADED ROAD AND THE SOUTH SIDE OF THE FAITH CEMETERY.
 QT0410'
 QT0410'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND HIGHWAY
 QT0410'212 IN FAITH, GO EAST ON HIGHWAY 212 FOR 0.9 KM (0.55 MI) TO A FORK.
 QT0410'TAKE RIGHT FORK AND CONTINUE EAST ON A GRAVELED ROAD FOR 1.1 KM (0.7
 QT0410'MI) TO A FORK AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ALONG
 QT0410'THE RIGHT FORK ON A GRADED ROAD FOR 0.4 KM (0.25 MI) TO THE FAITH
 QT0410'CEMETERY AND THE STATION ON THE LEFT.
 QT0410'
 QT0410'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 QT0410'STAMPED---FAITH 1950---SET INTO THE TOP OF A ROUND CONCRETE
 QT0410'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 QT0410'ABOVE THE GROUND LOCATED 14.3 METERS (47 FEET) E FROM THE EAST GATE
 QT0410'POST OF THE MAIN CEMETERY GATE, 9.1 METERS (30 FEET) N FROM THE
 QT0410'CENTER OF THE GRADED ROAD, 5.5 METERS (18 FEET) W FROM A TELEPHONE
 QT0410'POLE, 0.31 METER (1 FOOT) N FROM A METAL WITNESS POST, AND 0.27 METER
 QT0410'(0.9 FOOT) S FROM A FENCE.
 QT0410'
 QT0410'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QT0410'NOS) DISK SET INTO AN IRREGULAR MASS OF CONCRETE.
 QT0410'
 QT0410'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QT0410'NOS) DISK STAMPED---FAITH NO 1 1950---SET INTO THE TOP OF A ROUND
 QT0410'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3
 QT0410'INCHES) ABOVE THE GROUND LOCATED 12.8 METERS (42.0 FEET) E FROM A
 QT0410'METAL WITNESS POST, 9.9 METERS (32.5 FEET) N FROM THE CENTER OF THE
 QT0410'GRADED ROAD, 7.3 METERS (24.0 FEET) E FROM A TELEPHONE POLE, AND 0.3
 QT0410'METER (1 FOOT) LOWER THAN THE STATION.
 QT0410'
 QT0410'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QT0410'NOS) DISK STAMPED---FAITH NO 2 1950---SET INTO THE TOP OF A ROUND
 QT0410'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 QT0410'INCHES) ABOVE THE GROUND LOCATED 17.74 METERS (58.2 FEET) S FROM THE
 QT0410'METAL WITNESS POST, 8.8 METERS (29 FEET) S FROM THE CENTER OF THE
 QT0410'GRADED ROAD, 0.31 METER (1.0 FOOT) N FROM A WIRE FENCE, AND 0.6 METER
 QT0410'(2 FEET) LOWER THAN THE STATION.
 QT0410'
 QT0410'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QT0410'NOS) DISK STAMPED---FAITH 1950---SET INTO THE TOP OF A ROUND
 QT0410'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
 QT0410'INCHES) ABOVE THE GROUND LOCATED 18.3 METERS (60.2 FEET) E FROM A
 QT0410'POWER POLE, 8.7 METERS (28.5 FEET) S FROM THE CENTER OF A GRAVELED
 QT0410'ROAD, 7.9 METERS (26 FEET) NW FROM THE CENTER OF AN OLD RAILROAD BED,
 QT0410'AND 0.29 METER (1 FOOT) S FROM A METAL WITNESS POST.
 QT0410
 QT0410                          STATION RECOVERY (1996)
 QT0410
 QT0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0410'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0410'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 1.2 KM (0.75 MI)
 QT0410'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG
 QT0410'A TRACK ROAD, 18.0 M (59.1 FT) NORTH OF REFERENCE MARK 2, 15.5 M (50.9
 QT0410'FT) EAST OF THE CENTER OF AN ENTRANCE GATE AT THE FAITH CEMETERY, 12.8
 QT0410'M (42.0 FT) WEST OF REFERENCE MARK 1, 9.8 M (32.2 FT) NORTH OF THE
 QT0410'ROAD CENTER, 1.5 M (4.9 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) ABOVE THE
 QT0410'LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 QT0410'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0412 ***********************************************************************
 QT0412  DESIGNATION -  FAITH MUNICIPAL TANK
 QT0412  PID         -  QT0412
 QT0412  STATE/COUNTY-  SD/MEADE
 QT0412  COUNTRY     -  US
 QT0412  USGS QUAD   -  FAITH (2017)
 QT0412
 QT0412                         *CURRENT SURVEY CONTROL
 QT0412  ______________________________________________________________________
 QT0412* NAD 83(1996) POSITION- 45 01 20.75815(N) 102 02 25.82519(W)   ADJUSTED
 QT0412  ______________________________________________________________________
 QT0412  GEOID HEIGHT    -        -19.444 (meters)                     GEOID18
 QT0412  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 QT0412  HORZ ORDER      -  THIRD
 QT0412
 QT0412.The horizontal coordinates were established by classical geodetic methods
 QT0412.and adjusted by the National Geodetic Survey in January 1998.
 QT0412
 QT0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0412.GEOID18 height accuracy estimate available here.
 QT0412
 QT0412.Click photographs - Photos may exist for this station.
 QT0412
 QT0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0412
 QT0412. The following values were computed from the NAD 83(1996) position.
 QT0412
 QT0412;                    North         East     Units Scale Factor Converg.
 QT0412;SPC SD N     -   134,162.074   439,202.073   MT  0.99993924   -1 26 38.9
 QT0412;SPC SD N     -   440,163.40  1,440,948.80   sFT  0.99993924   -1 26 38.9
 QT0412;UTM  13      - 4,989,704.003   733,162.333   MT  1.00026853   +2 05 40.0
 QT0412;UTM  14      - 4,989,940.624   260,455.015   MT  1.00030564   -2 09 06.6
 QT0412
 QT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3316289704(NAD 83)
 QT0412
 QT0412                          SUPERSEDED SURVEY CONTROL
 QT0412
 QT0412  NAD 83(1986)-  45 01 20.74940(N)    102 02 25.82364(W) AD(       ) 3
 QT0412  NAD 27      -  45 01 20.81000(N)    102 02 24.24000(W) AD(       ) 3
 QT0412
 QT0412.Superseded values are not recommended for survey control.
 QT0412
 QT0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0412.See file dsdata.pdf to determine how the superseded data were derived.
 QT0412
 QT0412_MARKER: 53 = ELEVATED TANK
 QT0412
 QT0412  HISTORY     - Date     Condition        Report By
 QT0412  HISTORY     - 1938     FIRST OBSERVED   CGS
 QT0412  HISTORY     - 1950     GOOD             CGS
 QT0412
 QT0412                          STATION DESCRIPTION
 QT0412
 QT0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0412'THE MUNICIPAL WATER TANK OF FAITH SOUTH DAKOTA IS A LARGE
 QT0412'ELEVATED TANK LOCATED IN THE SOUTH WESTERN PART OF TOWN.  IT IS
 QT0412'ABOUT 1 BLOCK SOUTH OF HIGHWAY NO. 212 AND ABOUT 1-1/2 BLOCK
 QT0412'WEST OF THE MAIN NORTH AND SOUTH STREET OF FAITH.
 QT0412
 QT0412                          STATION RECOVERY (1950)
 QT0412
 QT0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0412'STATION RECOVERED AND FOUND AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 QT0412'IS ADEQUATE.  THE POINT OBSERVED IN 1950 WAS THE TOP-CENTER OF
 QT0412'THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0411 ***********************************************************************
 QT0411  DESIGNATION -  FAITH ST JOSEPHS CATH CH SPIRE
 QT0411  PID         -  QT0411
 QT0411  STATE/COUNTY-  SD/MEADE
 QT0411  COUNTRY     -  US
 QT0411  USGS QUAD   -  FAITH (2017)
 QT0411
 QT0411                         *CURRENT SURVEY CONTROL
 QT0411  ______________________________________________________________________
 QT0411* NAD 83(1996) POSITION- 45 01 20.44763(N) 102 02 39.64861(W)   ADJUSTED
 QT0411  ______________________________________________________________________
 QT0411  GEOID HEIGHT    -        -19.435 (meters)                     GEOID18
 QT0411  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 QT0411  HORZ ORDER      -  THIRD
 QT0411
 QT0411.The horizontal coordinates were established by classical geodetic methods
 QT0411.and adjusted by the National Geodetic Survey in January 1998.
 QT0411
 QT0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0411.GEOID18 height accuracy estimate available here.
 QT0411
 QT0411.Click photographs - Photos may exist for this station.
 QT0411
 QT0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0411
 QT0411. The following values were computed from the NAD 83(1996) position.
 QT0411
 QT0411;                    North         East     Units Scale Factor Converg.
 QT0411;SPC SD N     -   134,160.126   438,899.305   MT  0.99993924   -1 26 48.7
 QT0411;SPC SD N     -   440,157.01  1,439,955.47   sFT  0.99993924   -1 26 48.7
 QT0411;UTM  13      - 4,989,683.365   732,860.163   MT  1.00026680   +2 05 30.2
 QT0411;UTM  14      - 4,989,942.416   260,152.135   MT  1.00030742   -2 09 16.3
 QT0411
 QT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3286089683(NAD 83)
 QT0411
 QT0411                          SUPERSEDED SURVEY CONTROL
 QT0411
 QT0411  NAD 83(1986)-  45 01 20.43877(N)    102 02 39.64708(W) AD(       ) 3
 QT0411  NAD 27      -  45 01 20.49700(N)    102 02 38.07000(W) AD(       ) 3
 QT0411
 QT0411.Superseded values are not recommended for survey control.
 QT0411
 QT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0411.See file dsdata.pdf to determine how the superseded data were derived.
 QT0411
 QT0411_MARKER: 90 = CHURCH SPIRE
 QT0411
 QT0411  HISTORY     - Date     Condition        Report By
 QT0411  HISTORY     - 1950     FIRST OBSERVED   CGS
 QT0411
 QT0411                          STATION DESCRIPTION
 QT0411
 QT0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0411'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF FAITH, ABOUT 75
 QT0411'YARDS EAST OF STATE HIGHWAY NO. 73, AND 1 BLOCK SOUTH OF U.S.
 QT0411'HIGHWAY NO. 212.
 QT0411'
 QT0411'THE BUILDING IS A WOODEN FRAME STRUCTURE AND HAS A SPIRE ON
 QT0411'ITS SOUTH SIDE.  THERE IS A CROSS AT THE APEX OF THE SPIRE.  THE
 QT0411'ENTIRE STRUCTURE IS PAINTED WHITE, AND IS APPROXIMATELY 60
 QT0411'FEET IN HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE
 QT0411'SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0460 ***********************************************************************
 QQ0460  DESIGNATION -  FALNES
 QQ0460  PID         -  QQ0460
 QQ0460  STATE/COUNTY-  SD/DAY
 QQ0460  COUNTRY     -  US
 QQ0460  USGS QUAD   -  ROSE HILL CEMETERY (2017)
 QQ0460
 QQ0460                         *CURRENT SURVEY CONTROL
 QQ0460  ______________________________________________________________________
 QQ0460* NAD 83(1996) POSITION- 45 34 04.44108(N) 097 40 00.61414(W)   ADJUSTED
 QQ0460* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 QQ0460  ______________________________________________________________________
 QQ0460  GEOID HEIGHT    -        -24.995 (meters)                     GEOID18
 QQ0460  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 QQ0460  HORZ ORDER      -  FIRST
 QQ0460
 QQ0460.The horizontal coordinates were established by classical geodetic methods
 QQ0460.and adjusted by the National Geodetic Survey in January 1998.
 QQ0460
 QQ0460.The orthometric height was scaled from a topographic map.
 QQ0460
 QQ0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0460.GEOID18 height accuracy estimate available here.
 QQ0460
 QQ0460.Click photographs - Photos may exist for this station.
 QQ0460
 QQ0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0460
 QQ0460. The following values were computed from the NAD 83(1996) position.
 QQ0460
 QQ0460;                    North         East     Units Scale Factor Converg.
 QQ0460;SPC SD N     -   195,378.862   782,107.270   MT  0.99997976   +1 39 04.6
 QQ0460;SPC SD N     -   641,005.48  2,565,963.60   sFT  0.99997976   +1 39 04.6
 QQ0460;UTM  14      - 5,046,904.399   604,030.302   MT  0.99973306   +0 57 07.5
 QQ0460
 QQ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0460!SPC SD N     -   0.99991358  x   0.99997976  =   0.99989334
 QQ0460!UTM  14      -   0.99991358  x   0.99973306  =   0.99964666
 QQ0460
 QQ0460:                Primary Azimuth Mark                     Grid Az
 QQ0460:SPC SD N     -  FALNES AZ MK                             178 28 55.7
 QQ0460:UTM  14      -  FALNES AZ MK                             179 10 52.8
 QQ0460
 QQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0403046904(NAD 83)
 QQ0460
 QQ0460|---------------------------------------------------------------------|
 QQ0460| PID    Reference Object                     Distance      Geod. Az  |
 QQ0460|                                                           dddmmss.s |
 QQ0460| QQ0426 ROSLYN MUNICIPAL WATER TANK         APPROX.15.9 KM 1201617.2 |
 QQ0460| CO4931 FALNES AZ MK                                       1800800.3 |
 QQ0460| CO4932 FALNES RM 1                          18.672 METERS 19004     |
 QQ0460| QQ0467 LANGFORD MUNICIPAL WATER TANK       APPROX.13.3 KM 2863529.9 |
 QQ0460| CO4933 FALNES RM 2                          11.596 METERS 34408     |
 QQ0460|---------------------------------------------------------------------|
 QQ0460
 QQ0460                          SUPERSEDED SURVEY CONTROL
 QQ0460
 QQ0460  NAD 83(1986)-  45 34 04.43831(N)    097 40 00.60402(W) AD(       ) 1
 QQ0460  NAD 27      -  45 34 04.60855(N)    097 39 59.25266(W) AD(       ) 1
 QQ0460
 QQ0460.Superseded values are not recommended for survey control.
 QQ0460
 QQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0460.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0460
 QQ0460_MARKER: DS = TRIANGULATION STATION DISK
 QQ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0460_STAMPING: FALNES 1952
 QQ0460_MARK LOGO: CGS
 QQ0460_PROJECTION: FLUSH
 QQ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0460+STABILITY: SURFACE MOTION
 QQ0460
 QQ0460  HISTORY     - Date     Condition        Report By
 QQ0460  HISTORY     - 1952     MONUMENTED       CGS
 QQ0460
 QQ0460                          STATION DESCRIPTION
 QQ0460
 QQ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0460'THE STATION IS ABOUT 8 MILES EAST AND 2-1/2 MILES SOUTH OF
 QQ0460'LANGFORD, IN THE NORTHWEST 1/4 OF SEC. 10, T 124 N, R 57 W, ON
 QQ0460'LAND OWNED BY MR. ERICKSON.  IT IS 10 FEET EAST OF A FENCE.
 QQ0460'
 QQ0460'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LANGFORD, GO SOUTH
 QQ0460'ON STATE HIGHWAY 25 FOR 3.2 MILES TO A CROSSROADS, TURN LEFT AND GO
 QQ0460'EAST ON A GRAVELED ROAD 7.65 MILES, TO A CROSSROADS AT THE FALNES
 QQ0460'CHURCH, CONTINUE EAST 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 QQ0460'GO NORTH 0.25 MILE TO A POINT WHERE THE MAIN ROAD TURNS EAST
 QQ0460'AND THE AZIMUTH MARK, BEAR RIGHT WITH THE MAIN ROAD AND GO EAST
 QQ0460'0.25 MILE TO A GATE ON THE LEFT, TURN LEFT, PASS THROUGH THE
 QQ0460'GATE AND GO NORTH ON A TRACK ROAD ALONG THE WEST SIDE OF A FENCE
 QQ0460'FOR 0.3 MILE TO A FENCE CORNER, TURN LEFT AND GO WEST
 QQ0460'ALONG THE SOUTH SIDE OF A FENCE FOR ABOUT 50 YARDS TO A GATE
 QQ0460'IN THE EAST-WEST FENCE, TURN RIGHT, PASS THROUGH THE GATE AND TURN
 QQ0460'LEFT, THENCE WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.25
 QQ0460'MILE TO A NORTH-SOUTH FENCE LINE, TURN RIGHT AND GO
 QQ0460'NORTH FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 QQ0460'
 QQ0460'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0460'FALNES 1952.
 QQ0460'
 QQ0460'REFERENCE MARK 1 IS 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS
 QQ0460'8 INCHES AND THE DISK IS STAMPED FALNES NO 1 1952.
 QQ0460'
 QQ0460'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS
 QQ0460'6 INCHES AND THE DISK IS STAMPED FALNES NO 2 1952.
 QQ0460'
 QQ0460'THE AZIMUTH MARK IS 74 FEET NORTHWEST OF THE CENTER OF THE
 QQ0460'ROAD, 6 FEET EAST OF A FENCE, 4 FEET WEST OF A 4 X 4 INCH WHITE
 QQ0460'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 QQ0460'6 INCHES AND THE DISK IS STAMPED FALNES 1952.
 QQ0460'
 QQ0460'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0891 ***********************************************************************
 OQ0891  DESIGNATION -  FANTLE RESET
 OQ0891  PID         -  OQ0891
 OQ0891  STATE/COUNTY-  SD/YANKTON
 OQ0891  COUNTRY     -  US
 OQ0891  USGS QUAD   -  MAYFIELD (2017)
 OQ0891
 OQ0891                         *CURRENT SURVEY CONTROL
 OQ0891  ______________________________________________________________________
 OQ0891* NAD 83(1996) POSITION- 43 00 35.64212(N) 097 19 13.31320(W)   ADJUSTED
 OQ0891* NAVD 88 ORTHO HEIGHT -   436.    (meters)     1430.    (feet) SCALED
 OQ0891  ______________________________________________________________________
 OQ0891  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 OQ0891  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 OQ0891  HORZ ORDER      -  SECOND
 OQ0891
 OQ0891.The horizontal coordinates were established by classical geodetic methods
 OQ0891.and adjusted by the National Geodetic Survey in January 1998.
 OQ0891
 OQ0891.The orthometric height was scaled from a topographic map.
 OQ0891
 OQ0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0891.GEOID18 height accuracy estimate available here.
 OQ0891
 OQ0891.Click photographs - Photos may exist for this station.
 OQ0891
 OQ0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0891
 OQ0891. The following values were computed from the NAD 83(1996) position.
 OQ0891
 OQ0891;                    North         East     Units Scale Factor Converg.
 OQ0891;SPC SD S     -    79,615.850   845,577.931   MT  0.99996287   +2 04 42.6
 OQ0891;SPC SD S     -   261,206.33  2,774,200.26   sFT  0.99996287   +2 04 42.6
 OQ0891;UTM  14      - 4,763,283.049   636,883.711   MT  0.99983051   +1 08 45.2
 OQ0891
 OQ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0891!SPC SD S     -   0.99993563  x   0.99996287  =   0.99989850
 OQ0891!UTM  14      -   0.99993563  x   0.99983051  =   0.99976615
 OQ0891
 OQ0891:                Primary Azimuth Mark                     Grid Az
 OQ0891:SPC SD S     -  FANTLE AZ MK                             152 49 04.2
 OQ0891:UTM  14      -  FANTLE AZ MK                             153 45 01.6
 OQ0891
 OQ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3688363283(NAD 83)
 OQ0891
 OQ0891|---------------------------------------------------------------------|
 OQ0891| PID    Reference Object                     Distance      Geod. Az  |
 OQ0891|                                                           dddmmss.s |
 OQ0891| CO3082 FANTLE RM 1                          46.226 METERS 01934     |
 OQ0891| CO3081 FANTLE AZ MK                                       1545346.8 |
 OQ0891| CO3083 FANTLE RM 2                          28.339 METERS 29021     |
 OQ0891| CO3084 FANTLE RM 3                          56.632 METERS 32024     |
 OQ0891|---------------------------------------------------------------------|
 OQ0891
 OQ0891                          SUPERSEDED SURVEY CONTROL
 OQ0891
 OQ0891  NAD 83(1995)-  43 00 35.64235(N)    097 19 13.31320(W) AD(       ) 2
 OQ0891  NAD 83(1986)-  43 00 35.65016(N)    097 19 13.30249(W) AD(       ) 2
 OQ0891  NAD 27      -  43 00 35.66400(N)    097 19 12.10300(W) AD(       ) 2
 OQ0891
 OQ0891.Superseded values are not recommended for survey control.
 OQ0891
 OQ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0891.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0891
 OQ0891_MARKER: DS = TRIANGULATION STATION DISK
 OQ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0891_STAMPING: FANTLE 1948 1966
 OQ0891_MARK LOGO: CGS
 OQ0891_PROJECTION: RECESSED 30 CENTIMETERS
 OQ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0891+STABILITY: SURFACE MOTION
 OQ0891
 OQ0891  HISTORY     - Date     Condition        Report By
 OQ0891  HISTORY     - 1948     MONUMENTED       CGS
 OQ0891  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OQ0891  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OQ0891  HISTORY     - 1974     SEE DESCRIPTION  USGS
 OQ0891
 OQ0891                          STATION DESCRIPTION
 OQ0891
 OQ0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OQ0891'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH AND 3-1/2 MILES EAST
 OQ0891'OF YANKTON ON PROPERTY OWNED BY FANTLE BROTHERS.  IT IS NEAR THE
 OQ0891'NORTHEAST CORNER OF SEC. 34, T. 95 N., R. 55 W..  147 FEET SOUTH
 OQ0891'OF THE SOUTH RIGHT-OF-WAY FENCE OF THE EAST-WEST SECTION LINE
 OQ0891'ROAD, 0.15 MILE WEST OF THE NORTH-SOUTH GRAVEL ROAD AND ON THE
 OQ0891'HIGHEST PART OF THE HILL.  THE MARK IS FLUSH WITH THE GROUND
 OQ0891'AND THE DISC IS STAMPED FANTLE 1948.
 OQ0891'
 OQ0891'REFERENCE MARK NO. 1 IS 92.97 FEET WEST OF THE STATION, 112 FEET
 OQ0891'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE AND ABOUT 2 FEET LOWER
 OQ0891'THAN THE STATION.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS
 OQ0891'STAMPED FANTLE NO 1 1948.
 OQ0891'
 OQ0891'REFERENCE MARK NO. 2 IS 151.69 FEET NORTH OF THE STATION, 27 FEET
 OQ0891'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 3 FEET SOUTH
 OQ0891'OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK IS ABOUT 12 FEET LOWER
 OQ0891'THAN THE STATION MARK AND PROJECTS ABOUT 6 INCHES.  THE DISC IS
 OQ0891'STAMPED FANTLE NO 2 1948.
 OQ0891'
 OQ0891'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.25 MILE SOUTHEAST OF THE
 OQ0891'STATION, 40 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 OQ0891'NORTH-SOUTH ROAD AND ABOUT 6 INCHES EAST OF THE RIGHT-OF-WAY FENCE
 OQ0891'LINE, AND 2-1/2 FEET NORTH OF A WHITE WITNESS POST.  THE
 OQ0891'MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED FANTLE
 OQ0891'1948.
 OQ0891'
 OQ0891'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 OQ0891'STATE HIGHWAY 50 BY GOING EAST ON STATE HIGHWAY 50 FOR 0.55 MILE
 OQ0891'TO A T-ROAD TO THE LEFT (OR STREET) BETWEEN RAILROAD SIDEINGS.
 OQ0891'TURN LEFT AND GO NORTH FOR 0.4 MILE TO ROAD FORKS JUST AFTER
 OQ0891'CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO 4.1 MILES, ON PAVED
 OQ0891'ROAD TO A T-ROAD TO THE LEFT, JUST WEST OF WNAX RADIO STATION.
 OQ0891'TURN LEFT AND GO 6.95 MILE TO THE AZIMUTH MARK ON LEFT, AS
 OQ0891'DESCRIBED ABOVE.  CONTINUE 0.2 MILE TO A CROSSROADS.  TURN
 OQ0891'LEFT ON DIRT ROAD FOR 0.2 MILE AND THE STATION SITE ON THE TOP
 OQ0891'OF THE HILL TO THE SOUTH AS DESCRIBED ABOVE.  A TRUCK WAS
 OQ0891'DRIVEN TO THE STATION BY GOING THRU THE FENCE AT A POINT 0.15
 OQ0891'MILE NORTH OF THE AZIMUTH MARK, THENCE NORTHWESTERLY TO THE
 OQ0891'HIGHEST PART OF THE HILL AND THE STATION.
 OQ0891
 OQ0891                          STATION RECOVERY (1957)
 OQ0891
 OQ0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OQ0891'FARMER WHO OWNS THE LAND STATED THAT HE HAD UPENDED THE MARK BUT
 OQ0891'HAD REPLACED IT IN THE SAME SPOT.  MARK IS LOCATED IN A WHEAT FIELD.
 OQ0891
 OQ0891                          STATION RECOVERY (1966)
 OQ0891
 OQ0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0891'THE SURFACE STATION MARK HAD BEEN DISTURBED.  THIS MARK WAS REMOVED
 OQ0891'AND THE UNDERGROUND MARK FOUND IN GOOD CONDITION.  THE UNDERGROUND
 OQ0891'MARK WAS LOWERED VERTICALLY AND A NEW SURFACE MARK WAS SET BY
 OQ0891'PLUMBING OVER THE UNDERGROUND MARK.  R.M. NO. 1 AND THE AZIMUTH
 OQ0891'MARK FOUND IN GOOD CONDITION.  R.M. NO. 2, RECORDED IN ORIGINAL
 OQ0891'DESCRIPTION AS R.M. NO. 1, WAS IN WAY OF CULTIVATION.  THIS MARK
 OQ0891'WAS DESTROYED AND A NEW REFERENCE MARK WAS ESTABLISHED.
 OQ0891'
 OQ0891'TO REACH THE STATION FROM YANKTON, FROM THE JUNCTION OF U.S.
 OQ0891'HIGHWAY 81 AND STATE HIGHWAY 50, GO EAST ON STATE HIGHWAY 50 FOR
 OQ0891'0.7 MILE TO A ROAD LEFT BETWEEN TWO RAILROAD SIDINGS, TURN LEFT
 OQ0891'AND GO NORTH FOR 0.4 MILE TO FORKS JUST AFTER CROSSING RAILROAD,
 OQ0891'TAKE RIGHT FORK AND GO EAST FOR 4.0 MILES TO A SURFACED T-ROAD
 OQ0891'LEFT AT RADIO STATION WNAX, TURN LEFT AND GO NORTH FOR 6.8 MILES
 OQ0891'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.2 MILE TO
 OQ0891'CROSSROADS, TURN LEFT AND GO WEST FOR 0.1 MILE TO STATION
 OQ0891'ABOUT 150 FEET TO SOUTH.
 OQ0891'
 OQ0891'THE STATION MARK IS 176 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 OQ0891'AND 144 FEET SOUTH OF A METAL WITNESS POST SET IN FENCE LINE.
 OQ0891'THE MARK IS ABOUT 12 INCHES BELOW SURFACE OF THE GROUND AND THE
 OQ0891'DISK IS STAMPED FANTLE 1948 1966.
 OQ0891'
 OQ0891'R.M. NO. 1 IS 47.5 FEET EAST OF A METAL WITNESS POST AND 32.5 FEET
 OQ0891'SOUTH OF CENTERLINE OF ROAD.  THE MARK IS ABOUT FLUSH AND THE
 OQ0891'DISK IS STAMPED FANTLE NO 1 1948.
 OQ0891'
 OQ0891'R.M. NO. 3 IS 121 FEET WEST OF A METAL WITNESS POST AND 32.5 FEET
 OQ0891'SOUTH OF CENTERLINE OF ROAD.  MARK ABOUT FLUSH AND DISK IS STAMPED
 OQ0891'FANTLE NO 3 1948 1966.
 OQ0891'
 OQ0891'THE AZIMUTH MARK IS ABOUT 40 FEET WEST OF CENTERLINE OF ROAD AND
 OQ0891'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS ABOUT 18 INCHES
 OQ0891'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FANTLE
 OQ0891'1948.
 OQ0891'
 OQ0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 OQ0891'NORTH-NORTHEAST YANKTON.
 OQ0891
 OQ0891                          STATION RECOVERY (1974)
 OQ0891
 OQ0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OQ0891'THE 1948 LOCATION OF THIS MARK IS NOW A CULTIVATED FIELD.
 OQ0891'
 OQ0891'THE MARKS WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2106 ***********************************************************************
 NM2106  DESIGNATION -  FAR WEST
 NM2106  PID         -  NM2106
 NM2106  STATE/COUNTY-  SD/YANKTON
 NM2106  COUNTRY     -  US
 NM2106  USGS QUAD   -  YANKTON (2017)
 NM2106
 NM2106                         *CURRENT SURVEY CONTROL
 NM2106  ______________________________________________________________________
 NM2106* NAD 83(1986) POSITION- 42 52 49.     (N) 097 26 19.     (W)   SCALED
 NM2106* NAVD 88 ORTHO HEIGHT -   399.374 (meters)     1310.28  (feet) ADJUSTED
 NM2106  ______________________________________________________________________
 NM2106  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 NM2106  DYNAMIC HEIGHT  -        399.259 (meters)     1309.90  (feet) COMP
 NM2106  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 NM2106
 NM2106  VERT ORDER      -  FIRST     CLASS II
 NM2106
 NM2106.The horizontal coordinates were scaled from a map and have
 NM2106.an estimated accuracy of +/- 6 seconds.
 NM2106
 NM2106.The orthometric height was determined by differential leveling and
 NM2106.adjusted by the NATIONAL GEODETIC SURVEY
 NM2106.in June 1994.
 NM2106
 NM2106.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2106.GEOID18 height accuracy estimate available here.
 NM2106
 NM2106.Click photographs - Photos may exist for this station.
 NM2106
 NM2106.The dynamic height is computed by dividing the NAVD 88
 NM2106.geopotential number by the normal gravity value computed on the
 NM2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2106.degrees latitude (g = 980.6199 gals.).
 NM2106
 NM2106.The modeled gravity was interpolated from observed gravity values.
 NM2106
 NM2106;                    North         East    Units  Estimated Accuracy
 NM2106;SPC SD S     -    64,880.      836,450.      MT  (+/- 180 meters Scaled)
 NM2106
 NM2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN275487(NAD 83)
 NM2106
 NM2106                          SUPERSEDED SURVEY CONTROL
 NM2106
 NM2106.No superseded survey control is available for this station.
 NM2106
 NM2106_MARKER: DS = TRIANGULATION STATION DISK
 NM2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2106_STAMPING: FAR WEST 1993
 NM2106_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2106+STABILITY: SURFACE MOTION
 NM2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2106+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 NM2106
 NM2106  HISTORY     - Date     Condition        Report By
 NM2106  HISTORY     - 1993     MONUMENTED       SD3070
 NM2106  HISTORY     - 19930919 GOOD             NGS
 NM2106  HISTORY     - 20120321 GOOD             INDIV
 NM2106
 NM2106                          STATION DESCRIPTION
 NM2106
 NM2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2106'0.5 KM (0.30 MI) NORTHWESTERLY ALONG OLD HIGHWAY 50 FROM THE JUNCTION
 NM2106'OF CITY LIMIT ROAD IN YANKTON, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG
 NM2106'A GRAVELED ROAD, 9.6 M (31.5 FT) NORTH OF THE ROAD CENTER, 0.6 M (2.0
 NM2106'FT) SOUTH OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL
 NM2106'OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2106
 NM2106                          STATION RECOVERY (2012)
 NM2106
 NM2106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1006 ***********************************************************************
 PT1006  DESIGNATION -  FARM ISLAND
 PT1006  PID         -  PT1006
 PT1006  STATE/COUNTY-  SD/STANLEY
 PT1006  COUNTRY     -  US
 PT1006  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT1006
 PT1006                         *CURRENT SURVEY CONTROL
 PT1006  ______________________________________________________________________
 PT1006* NAD 83(1996) POSITION- 44 18 27.01792(N) 100 14 05.15729(W)   ADJUSTED
 PT1006* NAVD 88 ORTHO HEIGHT -   550.    (meters)     1804.    (feet) SCALED
 PT1006  ______________________________________________________________________
 PT1006  GEOID HEIGHT    -        -23.688 (meters)                     GEOID18
 PT1006  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 PT1006  HORZ ORDER      -  SECOND
 PT1006
 PT1006.The horizontal coordinates were established by classical geodetic methods
 PT1006.and adjusted by the National Geodetic Survey in January 1998.
 PT1006
 PT1006.The orthometric height was scaled from a topographic map.
 PT1006
 PT1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1006.GEOID18 height accuracy estimate available here.
 PT1006
 PT1006.Click photographs - Photos may exist for this station.
 PT1006
 PT1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1006
 PT1006. The following values were computed from the NAD 83(1996) position.
 PT1006
 PT1006;                    North         East     Units Scale Factor Converg.
 PT1006;SPC SD S     -   219,326.422   607,864.606   MT  0.99997922   +0 04 04.8
 PT1006;SPC SD S     -   719,573.44  1,994,302.46   sFT  0.99997922   +0 04 04.8
 PT1006;UTM  14      - 4,906,768.979   401,516.273   MT  0.99971928   -0 51 45.2
 PT1006
 PT1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1006!SPC SD S     -   0.99991742  x   0.99997922  =   0.99989664
 PT1006!UTM  14      -   0.99991742  x   0.99971928  =   0.99963673
 PT1006
 PT1006:                Primary Azimuth Mark                     Grid Az
 PT1006:SPC SD S     -  FARM ISLAND AZ MK                        174 28 14.3
 PT1006:UTM  14      -  FARM ISLAND AZ MK                        175 24 04.3
 PT1006
 PT1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0151606768(NAD 83)
 PT1006
 PT1006|---------------------------------------------------------------------|
 PT1006| PID    Reference Object                     Distance      Geod. Az  |
 PT1006|                                                           dddmmss.s |
 PT1006| CO4934 FARM ISLAND AZ MK                                  1743219.1 |
 PT1006| CO4936 FARM ISLAND RM 2                      7.199 METERS 23159     |
 PT1006| CO4935 FARM ISLAND RM 1                      6.257 METERS 33441     |
 PT1006|---------------------------------------------------------------------|
 PT1006
 PT1006                          SUPERSEDED SURVEY CONTROL
 PT1006
 PT1006  NAD 83(1986)-  44 18 27.01424(N)    100 14 05.16193(W) AD(       ) 2
 PT1006  NAD 27      -  44 18 27.07600(N)    100 14 03.69300(W) AD(       ) 2
 PT1006  MORC        -  44 18 24.37000(N)    100 14 03.51000(W) AD(       ) 3
 PT1006
 PT1006.Superseded values are not recommended for survey control.
 PT1006
 PT1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1006.See file dsdata.pdf to determine how the superseded data were derived.
 PT1006
 PT1006_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PT1006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1006_MARK LOGO: MORC
 PT1006_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1006
 PT1006  HISTORY     - Date     Condition        Report By
 PT1006  HISTORY     - 1889     MONUMENTED       MORC
 PT1006  HISTORY     - 1963     GOOD             USFS
 PT1006  HISTORY     - 1976     GOOD             SDDT
 PT1006  HISTORY     - 1980     GOOD             NGS
 PT1006
 PT1006                          STATION DESCRIPTION
 PT1006
 PT1006'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (FXP)
 PT1006'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FORT PIERRE AND
 PT1006'1-1/2 MILE SOUTH OF THE MISSOURI RIVER, ON PROPERTY OWNED
 PT1006'BY MR. JOE SCHOMER.  IT IS ON A SMALL BUMP NEAR THE NORTHWEST
 PT1006'END OF A RIDGE RUNNING NORTHWEST AND SOUTHEAST, AND IS 5
 PT1006'FEET WEST OF A WHITE WITNESS POST.  THE STATION IS A STANDARD
 PT1006'MISSOURI RIVER COMMISSION MARK, CAPPED IN A 5-INCH IRON PIPE,
 PT1006'AND PROJECTS 10 INCHES.
 PT1006'
 PT1006'REFERENCE MARK NO. 1 IS 20.53 FEET NORTH OF THE STATION AND
 PT1006'23 FEET NORTHWEST OF THE WITNESS POST.  THE MARK PROJECTS
 PT1006'4 INCHES, AND THE DISK IS STAMPED FARM ISLAND MO.R.C. NO 1 1948.
 PT1006'
 PT1006'REFERENCE MARK NO. 2 IS 23.62 FEET WEST OF THE STATION AND 28
 PT1006'FEET WEST OF THE WITNESS POST.  THE MARK PROJECTS 8 INCHES, AND
 PT1006'THE DISK IS STAMPED FARM ISLAND MO.R.C. NO 2 1948.
 PT1006'
 PT1006'AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION, 127 FEET
 PT1006'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 2 FEET SOUTH
 PT1006'OF AN EAST-WEST FENCE, AND 2 FEET NORTHEAST OF A WHITE WITNESS
 PT1006'POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PT1006'FARM ISLAND MO.R.C. 1948.
 PT1006'
 PT1006'TO REACH THE STATION FROM THE STANLEY COUNTY COURTHOUSE, IN
 PT1006'FORT PIERRE, GO SOUTH ON U.S. HIGHWAY 83 FOR 1.8 MILE TO A
 PT1006'FORK, CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD AND LEFT
 PT1006'FORK FOR 3.9 MILES TO ANOTHER FORK, TAKE LEFT FORK AND FOLLOW
 PT1006'MAIN ROAD EAST AND NORTH FOR 4.0 MILES TO A WIRE GATE ON THE
 PT1006'LEFT, TURN LEFT AND THROUGH THE GATE* AND BEAR RIGHT AND GO
 PT1006'NORTH-NORTHEAST FOR 0.15 MILE TO THE TOP OF A RIDGE (FROM
 PT1006'HERE THE STATION IS VISIBLE ON THE NORTH END OF A HIGH RIDGE
 PT1006'TO THE NORTHEAST), CONTINUE NORTHEAST ACROSS FIELD FOR 0.45
 PT1006'MILE TO THE STATION ON THE NORTHWEST END OF THE RIDGE.
 PT1006'
 PT1006'*TO REACH THE AZIMUTH MARK FROM THIS GATE, TURN RIGHT AND GO
 PT1006'EAST FOR 0.15 MILE ALONG THE FENCE TO THE AZIMUTH MARK ON THE
 PT1006'RIGHT AS DESCRIBED.
 PT1006'
 PT1006'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1006
 PT1006                          STATION RECOVERY (1963)
 PT1006
 PT1006'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1006'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1006
 PT1006                          STATION RECOVERY (1976)
 PT1006
 PT1006'RECOVERY NOTE BY SD DEPT OF TRANSP 1976 (LF)
 PT1006'FARM ISLAND RECOVERED GOOD.
 PT1006'
 PT1006'REF. NO. 1 RECOVERED GOOD.
 PT1006'
 PT1006'REF. NO. 2 RECOVERED GOOD.
 PT1006'
 PT1006'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST OF FORT
 PT1006'PIERRE AND 1-1/2 MILES SOUTH OF THE MISSOURI RIVER.
 PT1006
 PT1006                          STATION RECOVERY (1980)
 PT1006
 PT1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PT1006'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PT1006'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS OBSERVED FROM
 PT1006'STATION NARSELLES MORC 1948 BUT WAS NOT OCCUPIED DUE TO LIMITED
 PT1006'TIME.  THE OLD ROUTE TO THE STATION IS OBSOLETE AND A NEW ROUTE
 PT1006'FOLLOWS--
 PT1006'
 PT1006'TO REACH THE STATION FROM THE STANLEY COUNTY COURTHOUSE IN FORT
 PT1006'PIERRE, GO SOUTH ON U.S. HIGHWAY 83 FOR 2.9 KILOMETERS (1.8 MILES)
 PT1006'TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW A GRAVELED ROAD (SOON WILL
 PT1006'BE HIGHWAY 1806) EAST, SOUTH, AND EAST FOR 7.9 KILOMETERS (4.9 MILES)
 PT1006'TO A SIDE ROAD RIGHT.  (TO OBTAIN A KEY TO ENTER PROPERTY, TURN RIGHT
 PT1006'AND GO SOUTH, AND WEST ON GRAVELED ROAD FOR 1.1 KILOMETERS (0.7 MILE)
 PT1006'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY FOR 0.6 KILOMETER
 PT1006'(0.4 MILE) TO THE RANCH HEADQUARTERS OF THE JOE SCHOMER
 PT1006'ESTATE.)  CONTINUE EAST ON THE GRAVELED ROAD FOR 3.4 KILOMETERS (2.1
 PT1006'MILES) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.6
 PT1006'KILOMETERS (0.4 MILE) TO A LOCKED GATE ON THE LEFT, JUST BEFORE A
 PT1006'CATTLE GUARD.  TURN LEFT, PASSING THROUGH THE LOCKED GATE, AND FOLLOW
 PT1006'A TRACK ROAD NORTHWEST FOR 0.5 MILE TO THE TOP OF THE HIGHEST POINT IN
 PT1006'THE IMMEDIATE AREA NEAR THE NORTHWEST END OF A RIDGE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0931 ***********************************************************************
 OQ0931  DESIGNATION -  FARMER
 OQ0931  PID         -  OQ0931
 OQ0931  STATE/COUNTY-  SD/HANSON
 OQ0931  COUNTRY     -  US
 OQ0931  USGS QUAD   -  FARMER (2017)
 OQ0931
 OQ0931                         *CURRENT SURVEY CONTROL
 OQ0931  ______________________________________________________________________
 OQ0931* NAD 83(1996) POSITION- 43 42 21.12364(N) 097 40 35.30063(W)   ADJUSTED
 OQ0931* NAVD 88 ORTHO HEIGHT -   427.0   (meters)     1401.    (feet) VERTCON3
 OQ0931  ______________________________________________________________________
 OQ0931  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 OQ0931  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 OQ0931  HORZ ORDER      -  FIRST
 OQ0931
 OQ0931.The horizontal coordinates were established by classical geodetic methods
 OQ0931.and adjusted by the National Geodetic Survey in January 1998.
 OQ0931
 OQ0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0931
 OQ0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0931.GEOID18 height accuracy estimate available here.
 OQ0931
 OQ0931.Click photographs - Photos may exist for this station.
 OQ0931
 OQ0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0931
 OQ0931. The following values were computed from the NAD 83(1996) position.
 OQ0931
 OQ0931;                    North         East     Units Scale Factor Converg.
 OQ0931;SPC SD S     -   155,901.364   814,090.402   MT  0.99990803   +1 49 58.2
 OQ0931;SPC SD S     -   511,486.39  2,670,894.93   sFT  0.99990803   +1 49 58.2
 OQ0931;UTM  14      - 4,840,056.143   606,635.903   MT  0.99973987   +0 54 52.5
 OQ0931
 OQ0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0931!SPC SD S     -   0.99993713  x   0.99990803  =   0.99984516
 OQ0931!UTM  14      -   0.99993713  x   0.99973987  =   0.99967701
 OQ0931
 OQ0931:                Primary Azimuth Mark                     Grid Az
 OQ0931:SPC SD S     -  EPIPHANY CHURCH SPIRE                    002 35 14.7
 OQ0931:UTM  14      -  EPIPHANY CHURCH SPIRE                    003 30 20.4
 OQ0931
 OQ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0663540056(NAD 83)
 OQ0931
 OQ0931|---------------------------------------------------------------------|
 OQ0931| PID    Reference Object                     Distance      Geod. Az  |
 OQ0931|                                                           dddmmss.s |
 OQ0931| OQ0924 EPIPHANY CHURCH SPIRE               APPROX.16.0 KM 0042512.9 |
 OQ0931| OQ0923 EPIPHANY WATER WORKS TANK           APPROX.15.7 KM 0044042.3 |
 OQ0931| OQ0921 CANOVA ELEVATOR LEAD COLORED        APPROX.23.8 KM 0352000.0 |
 OQ0931| OQ0884 CANOVA OPEN BELFRY                  APPROX.24.1 KM 0360232.8 |
 OQ0931| OQ0882 CHURCH 7 MI N BY W SALEM SPIRE      APPROX.20.8 KM 0531215.6 |
 OQ0931| OQ0881 SWEDISH LUTH CH PYRAMID SPIRE       APPROX.30.1 KM 0614411.6 |
 OQ0931| OQ0870 SALEM SCHOOLHOUSE DOME              APPROX.23.6 KM 0835803.5 |
 OQ0931| OQ0872 SALEM ST MARYS CHURCH SPIRE         APPROX.23.2 KM 0841137.3 |
 OQ0931| OQ0927 EMERY ELEVATOR                      APPROX.12.5 KM 1585531.7 |
 OQ0931| OQ0930 CHURCH ON E END OF RIDGE SPIRE      APPROX.16.7 KM 1715303.2 |
 OQ0931| OQ0936 ALEXANDRIA SE PART TOWN ELEV        APPROX.10.5 KM 2345339.0 |
 OQ0931| OQ0935 ALEXANDRIA COURTHOUSE DOME          APPROX.10.0 KM 2351856.7 |
 OQ0931| OQ0938 ALEXANDRIA BAPTIST CH SPIRE         APPROX.10.1 KM 2363651.8 |
 OQ0931| OQ0937 ALEXANDRIA LARGE BLDG BELFRY        APPROX.10.4 KM 2373424.1 |
 OQ0931| OQ0933 FARMER CATHOLIC CHURCH SPIRE        APPROX. 2.4 KM 3371825.5 |
 OQ0931| OQ0934 FARMER REFERENCE MARK               390.515 METERS 35859     |
 OQ0931| OQ1177 OMAHA RESET                         APPROX. 2.0 KM 3594353.7 |
 OQ0931|---------------------------------------------------------------------|
 OQ0931
 OQ0931                          SUPERSEDED SURVEY CONTROL
 OQ0931
 OQ0931  NAD 83(1995)-  43 42 21.13477(N)    097 40 35.27889(W) AD(       ) 1
 OQ0931  NAD 83(1986)-  43 42 21.13516(N)    097 40 35.27744(W) AD(       ) 1
 OQ0931  NAD 27      -  43 42 21.21200(N)    097 40 34.02300(W) AD(       ) 1
 OQ0931  USSD        -  43 42 21.38900(N)    097 40 34.41200(W) AD(       ) 3
 OQ0931  NGVD 29 (07/19/86)  426.7    (m)         1400.     (f) VERT ANG       
 OQ0931
 OQ0931.Superseded values are not recommended for survey control.
 OQ0931
 OQ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0931.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0931
 OQ0931_MARKER: DS = TRIANGULATION STATION DISK
 OQ0931_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0931_STAMPING: FARNER 1903 1924
 OQ0931_MARK LOGO: CGS
 OQ0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0931
 OQ0931  HISTORY     - Date     Condition        Report By
 OQ0931  HISTORY     - 1903     MONUMENTED       CGS
 OQ0931  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0931
 OQ0931                          STATION DESCRIPTION
 OQ0931
 OQ0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0931'SITUATED ON THE N AND S MIDDLE LINE OF SEC.21, T 103 N, R 57 W,
 OQ0931'ABOUT 1/4 MILE N OF THE S LINE OF THE SECTION, ON LAND OWNED
 OQ0931'BY A MORTGAGE COMPANY.  THE AGENT FOR THE SW QUARTER SECTION
 OQ0931'LIVES IN ALEXANDRIA, SOUTH DAKOTA.  THE AGENT FOR THE SE
 OQ0931'QUARTER SECTION LIVES IN SALEM, MC COOK COUNTY, SOUTH DAKOTA.
 OQ0931'THE STATION IS 1-3/4 MILES S 24 DEG E FROM THE VILLAGE OF
 OQ0931'FARMER.  THE REFERENCE MARK IS AT THE FENCE CORNER IN THE
 OQ0931'CENTER OF THE SECTION, 390.513 METERS FROM THE STATION
 OQ0931'N 01 DEG 01 MIN W AND 2.53 METERS LOWER IN
 OQ0931'ELEVATION THAN THE STATION.  THE FOLLOWING BEARINGS AND
 OQ0931'DISTANCES ARE FROM THE TRIANGULATION STATION.  MR. GEORGES
 OQ0931'HOUSE, S CHIMNEY, S 55 DEG 02 MIN W, ABOUT 550 METERS. MR.
 OQ0931'BANGHAMS HOUSE, S CHIMNEY ON MAIN PART, N 46 DEG 25 MIN E,
 OQ0931'ABOUT 1,000 METERS.  MR. DISHWORTHS HOUSE, CHIMNEY,
 OQ0931'S 65 DEG 12 MIN E, ABOUT 800 METERS.
 OQ0931
 OQ0931                          STATION RECOVERY (1935)
 OQ0931
 OQ0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0931'STATION RECOVERED MAY 10, 1935 AND FOUND TO BE IN GOOD CONDITION,
 OQ0931'FLUSH WITH SURFACE OF GROUND.  STANDARD STATION DISK IN CONCRETE
 OQ0931'INSIDE THE ORIGINAL TERRA-COTTA PIPE FILLED WITH AND SET IN
 OQ0931'CONCRETE.  DISK STAMPED FARMER 1903 1924.  IS IN SW 1/4 SEC. 21,
 OQ0931'T 103 N, R 57 W, ON LAND OWNED BY REAL ESTATE FIRM AND OCCUPIED
 OQ0931'BY MR. HARGAN WHO LIVES ABOUT 1/2 MILE SW OF STATION.  IT IS
 OQ0931'ABOUT 1/4 MILE N OF S LINE OF SECTION, AND 15 FEET W OF POST
 OQ0931'WITH IRON-PIPE BRACE IN FENCE ON THE N AND S FENCE LINE OF
 OQ0931'SECTION.
 OQ0931'
 OQ0931'REFERENCE MARK - A NAIL IN 2-INCH IRON PIPE FILLED WITH AND SET
 OQ0931'IN CONCRETE, FLUSH WITH SURFACE OF GROUND, AT NE CORNER OF
 OQ0931'SW 1/4 SEC. 21, IN PRAIRIE LAND, 31 FEET W OF N AND S CENTER
 OQ0931'LINE FENCE, 22 FEET S OF E AND W CENTER LINE FENCE, AND ABOUT
 OQ0931'1/4 MILE N OF STATION.
 OQ0931'
 OQ0931'AZIMUTH MARKS--MR. GEORGES HOUSE IS NOW MR. HARGANS HOUSE,
 OQ0931'CHIMNEY IS PROBABLY THE SAME AS IN 1903.  MR. BANGHAMS HOUSE
 OQ0931'SHOULD BE MR. BAUGHMANS HOUSE, CHIMNEY IS THE SAME.  DISHWORTHS
 OQ0931'HOUSE SHOULD BE DILLWORTHS HOUSE, CHIMNEY IS THE SAME AS IN
 OQ0931'1903, ACCORDING TO INFORMATION SECURED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0934 ***********************************************************************
 OQ0934  DESIGNATION -  FARMER REFERENCE MARK
 OQ0934  PID         -  OQ0934
 OQ0934  STATE/COUNTY-  SD/HANSON
 OQ0934  COUNTRY     -  US
 OQ0934  USGS QUAD   -  FARMER (2017)
 OQ0934
 OQ0934                         *CURRENT SURVEY CONTROL
 OQ0934  ______________________________________________________________________
 OQ0934* NAD 83(1996) POSITION- 43 42 33.77483(N) 097 40 35.61099(W)   ADJUSTED
 OQ0934* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) SCALED
 OQ0934  ______________________________________________________________________
 OQ0934  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 OQ0934  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 OQ0934  HORZ ORDER      -  SECOND
 OQ0934
 OQ0934.The horizontal coordinates were established by classical geodetic methods
 OQ0934.and adjusted by the National Geodetic Survey in January 1998.
 OQ0934
 OQ0934.The orthometric height was scaled from a topographic map.
 OQ0934
 OQ0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0934.GEOID18 height accuracy estimate available here.
 OQ0934
 OQ0934.Click photographs - Photos may exist for this station.
 OQ0934
 OQ0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0934
 OQ0934. The following values were computed from the NAD 83(1996) position.
 OQ0934
 OQ0934;                    North         East     Units Scale Factor Converg.
 OQ0934;SPC SD S     -   156,291.359   814,070.971   MT  0.99990813   +1 49 58.0
 OQ0934;SPC SD S     -   512,765.90  2,670,831.18   sFT  0.99990813   +1 49 58.0
 OQ0934;UTM  14      - 4,840,446.334   606,622.726   MT  0.99973983   +0 54 52.5
 OQ0934
 OQ0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0934!SPC SD S     -   0.99993661  x   0.99990813  =   0.99984474
 OQ0934!UTM  14      -   0.99993661  x   0.99973983  =   0.99967646
 OQ0934
 OQ0934:                Primary Azimuth Mark                     Grid Az
 OQ0934:SPC SD S     -  FARMER CATHOLIC CHURCH SPIRE             331 20 25.7
 OQ0934:UTM  14      -  FARMER CATHOLIC CHURCH SPIRE             332 15 31.2
 OQ0934
 OQ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0662240446(NAD 83)
 OQ0934
 OQ0934|---------------------------------------------------------------------|
 OQ0934| PID    Reference Object                     Distance      Geod. Az  |
 OQ0934|                                                           dddmmss.s |
 OQ0934| OQ0931 FARMER                              390.515 METERS 17859     |
 OQ0934| OQ0933 FARMER CATHOLIC CHURCH SPIRE        APPROX. 2.0 KM 3331023.7 |
 OQ0934|---------------------------------------------------------------------|
 OQ0934
 OQ0934                          SUPERSEDED SURVEY CONTROL
 OQ0934
 OQ0934  NAD 83(1995)-  43 42 33.78597(N)    097 40 35.58913(W) AD(       ) 2
 OQ0934  NAD 83(1986)-  43 42 33.78632(N)    097 40 35.58770(W) AD(       ) 2
 OQ0934  NAD 27      -  43 42 33.86500(N)    097 40 34.33300(W) AD(       ) 2
 OQ0934  USSD        -  43 42 34.04100(N)    097 40 34.72200(W) AD(       ) 3
 OQ0934
 OQ0934.Superseded values are not recommended for survey control.
 OQ0934
 OQ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0934.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0934
 OQ0934_MARKER: N = NAIL
 OQ0934_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0934
 OQ0934  HISTORY     - Date     Condition        Report By
 OQ0934  HISTORY     - 1903     MONUMENTED       CGS
 OQ0934
 OQ0934                          STATION DESCRIPTION
 OQ0934
 OQ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0934'THE REFERENCE MARK IS AT THE FENCE CORNER IN THE
 OQ0934'CENTER OF THE SECTION, 390.513 METERS FROM THE STATION
 OQ0934'N 01 DEG 01 MIN W AND 2.53 METERS LOWER IN
 OQ0934'ELEVATION THAN STATION FARMER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0084 ***********************************************************************
 QT0084  DESIGNATION -  FARNHAM
 QT0084  PID         -  QT0084
 QT0084  STATE/COUNTY-  SD/MEADE
 QT0084  COUNTRY     -  US
 QT0084  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0084
 QT0084                         *CURRENT SURVEY CONTROL
 QT0084  ______________________________________________________________________
 QT0084* NAD 83(1996) POSITION- 45 00 54.80261(N) 102 21 31.36960(W)   ADJUSTED
 QT0084* NAVD 88 ORTHO HEIGHT -   840.582 (meters)     2757.81  (feet) ADJUSTED
 QT0084  ______________________________________________________________________
 QT0084  GEOID HEIGHT    -        -18.631 (meters)                     GEOID18
 QT0084  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 QT0084  DYNAMIC HEIGHT  -        840.409 (meters)     2757.24  (feet) COMP
 QT0084  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 QT0084
 QT0084  HORZ ORDER      -  THIRD
 QT0084  VERT ORDER      -  FIRST     CLASS II
 QT0084
 QT0084.The horizontal coordinates were established by classical geodetic methods
 QT0084.and adjusted by the National Geodetic Survey in January 1998.
 QT0084
 QT0084.The orthometric height was determined by differential leveling and
 QT0084.adjusted by the NATIONAL GEODETIC SURVEY
 QT0084.in June 1991.
 QT0084
 QT0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0084.GEOID18 height accuracy estimate available here.
 QT0084
 QT0084.Click photographs - Photos may exist for this station.
 QT0084
 QT0084.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0084
 QT0084.The dynamic height is computed by dividing the NAVD 88
 QT0084.geopotential number by the normal gravity value computed on the
 QT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0084.degrees latitude (g = 980.6199 gals.).
 QT0084
 QT0084.The modeled gravity was interpolated from observed gravity values.
 QT0084
 QT0084. The following values were computed from the NAD 83(1996) position.
 QT0084
 QT0084;                    North         East     Units Scale Factor Converg.
 QT0084;SPC SD N     -   134,042.517   414,109.724   MT  0.99993931   -1 40 09.7
 QT0084;SPC SD N     -   439,771.16  1,358,624.99   sFT  0.99993931   -1 40 09.7
 QT0084;UTM  13      - 4,988,035.613   708,118.686   MT  1.00013262   +1 52 07.8
 QT0084
 QT0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0084!SPC SD N     -   0.99987115  x   0.99993931  =   0.99981046
 QT0084!UTM  13      -   0.99987115  x   1.00013262  =   1.00000375
 QT0084
 QT0084:                Primary Azimuth Mark                     Grid Az
 QT0084:SPC SD N     -  LEMON                                    184 11 55.5
 QT0084:UTM  13      -  LEMON                                    180 39 38.0
 QT0084
 QT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0811888035(NAD 83)
 QT0084
 QT0084|---------------------------------------------------------------------|
 QT0084| PID    Reference Object                     Distance      Geod. Az  |
 QT0084|                                                           dddmmss.s |
 QT0084| PU2161 LEMON                               APPROX. 6.9 KM 1823145.8 |
 QT0084| QT0083 FARNHAM RM 1                         15.175 METERS 21136     |
 QT0084| QT0085 FARNHAM RM 2                         13.960 METERS 30121     |
 QT0084|---------------------------------------------------------------------|
 QT0084
 QT0084                          SUPERSEDED SURVEY CONTROL
 QT0084
 QT0084  NAD 83(1993)-  45 00 54.79415(N)    102 21 31.36876(W) AD(       ) 3
 QT0084  NAD 83(1986)-  45 00 54.79391(N)    102 21 31.36872(W) AD(       ) 3
 QT0084  NAD 27      -  45 00 54.84170(N)    102 21 29.79430(W) AD(       ) 3
 QT0084  NGVD 29 (??/??/92)  840.117  (m)         2756.28   (f) ADJ UNCH    1 2
 QT0084  NGVD 29             840.12   (m)         2756.3    (f) LEVELING    3  
 QT0084
 QT0084.Superseded values are not recommended for survey control.
 QT0084
 QT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0084.See file dsdata.pdf to determine how the superseded data were derived.
 QT0084
 QT0084_MARKER: DS = TRIANGULATION STATION DISK
 QT0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0084_STAMPING: FARNHAM 1962
 QT0084_MARK LOGO: CGS
 QT0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0084+STABILITY: SURFACE MOTION
 QT0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0084+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0084
 QT0084  HISTORY     - Date     Condition        Report By
 QT0084  HISTORY     - 1962     MONUMENTED       CGS
 QT0084  HISTORY     - 1963     GOOD             CGS
 QT0084  HISTORY     - 19960425 GOOD             NGS
 QT0084
 QT0084                          STATION DESCRIPTION
 QT0084
 QT0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0084'THE STATION IS LOCATED 14.5 MILES WEST OF FAITH, 11 MILES EAST OF
 QT0084'MAURINE, 0.5 MILE SOUTH OF U.S. HIGHWAY 212, IN SECTION 12, T.
 QT0084'12 N., R. 14 E., IN OPEN PASTURE LAND OWNED BY MR. LYNN FARNHAM.
 QT0084'
 QT0084'TO REACH THE STATION FROM THE STORE AND CROSSROAD AT MAURINE
 QT0084'GO EAST ON U.S. HIGHWAY 212 FOR 8.1 MILES TO A SIDE ROAD RIGHT
 QT0084'AND A SIGN OPAL 11.  CONTINUE STRAIGHT AHEAD AND GO EAST ON U.S.
 QT0084'HIGHWAY 212 FOR 4.0 MILES TO A SIDE ROAD LEFT AND A WIRE GATE
 QT0084'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A TRACK ROAD FOR 0.3
 QT0084'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A TRACK
 QT0084'ROAD FOR 0.3 MILE.  THEN TURN RIGHT AND GO WEST ACROSS AN OPEN
 QT0084'PASTURE FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 QT0084'
 QT0084'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 QT0084'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED FARNHAM
 QT0084'1962.
 QT0084'
 QT0084'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF 12-INCH
 QT0084'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED FARNHAM NO
 QT0084'1 1962.
 QT0084'
 QT0084'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF 12-INCH
 QT0084'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED FARNHAM NO
 QT0084'2 1962.
 QT0084
 QT0084                          STATION RECOVERY (1963)
 QT0084
 QT0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QT0084'14 MI E FROM MAURINE.
 QT0084'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0084'MAURINE, THENCE 12.55 MILES EAST-SOUTHEAST ALONG A DIRT ROAD,
 QT0084'FORMERLY U.S. HIGHWAY 212, TO A WIRE GATE IN A EAST-WEST FENCE
 QT0084'LINE WITH A DIRT ROAD LEADING NORTH, THENCE 0.5 MILE NORTH
 QT0084'ALONG DIRT ROAD, THENCE 0.25 MILE NORTHWEST ALONG THE TOP OF
 QT0084'THE RIDGE TO FARNHAM 1962, AND SET IN THE TOP OF A CONCRETE POST
 QT0084'PROJECTING 1 INCHES.
 QT0084
 QT0084                          STATION RECOVERY (1996)
 QT0084
 QT0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0084'25.1 M (82.3 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0084'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.8 KM (0.50 MI)
 QT0084'SOUTHERLY ALONG A TRACK ROAD PASSING AN ABANDONED MISSILE SITE, THENCE
 QT0084'0.15 KM (0.10 MI) SOUTHERLY ACROSS COUNTRY TO THE HIGHEST POINT OF A
 QT0084'KNOLL, 15.2 M (49.9 FT) NORTHEAST OF REFERENCE MARK 1, 14.0 M (45.9
 QT0084'FT) SOUTHEAST OF REFERENCE MARK 2, AND THE MONUMENT IS FLUSH WITH THE
 QT0084'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY LEASED BY GARY
 QT0084'PETERSON, HCR 71, BOX 21, FAITH, SD 57626, TELEPHONE NUMBER (605)
 QT0084'748-2425.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0083 ***********************************************************************
 QT0083  DESIGNATION -  FARNHAM RM 1
 QT0083  PID         -  QT0083
 QT0083  STATE/COUNTY-  SD/MEADE
 QT0083  COUNTRY     -  US
 QT0083  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0083
 QT0083                         *CURRENT SURVEY CONTROL
 QT0083  ______________________________________________________________________
 QT0083* NAD 83(1986) POSITION- 45 00 54.38   (N) 102 21 31.73   (W)   HD_HELD1
 QT0083* NAVD 88 ORTHO HEIGHT -   840.667 (meters)     2758.09  (feet) ADJUSTED
 QT0083  ______________________________________________________________________
 QT0083  GEOID HEIGHT    -        -18.630 (meters)                     GEOID18
 QT0083  DYNAMIC HEIGHT  -        840.494 (meters)     2757.52  (feet) COMP
 QT0083  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 QT0083
 QT0083  VERT ORDER      -  FIRST     CLASS II
 QT0083
 QT0083.The horizontal coordinates were determined by differentially corrected
 QT0083.hand held GPS observations or other comparable positioning techniques
 QT0083.and have an estimated accuracy of +/- 3 meters.
 QT0083
 QT0083.The orthometric height was determined by differential leveling and
 QT0083.adjusted by the NATIONAL GEODETIC SURVEY
 QT0083.in July 1998.
 QT0083
 QT0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0083.GEOID18 height accuracy estimate available here.
 QT0083
 QT0083.Click photographs - Photos may exist for this station.
 QT0083
 QT0083.The dynamic height is computed by dividing the NAVD 88
 QT0083.geopotential number by the normal gravity value computed on the
 QT0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0083.degrees latitude (g = 980.6199 gals.).
 QT0083
 QT0083.The modeled gravity was interpolated from observed gravity values.
 QT0083
 QT0083;                    North         East    Units  Estimated Accuracy
 QT0083;SPC SD N     -   134,029.7     414,101.5     MT  (+/- 3 meters HH1 GPS) 
 QT0083
 QT0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0811188022(NAD 83)
 QT0083
 QT0083                          SUPERSEDED SURVEY CONTROL
 QT0083
 QT0083  NAVD 88 (06/15/91)  840.663  (m)         2758.08   (f) SUPERSEDED  1 2
 QT0083  NGVD 29 (??/??/92)  840.199  (m)         2756.55   (f) ADJ UNCH    1 2
 QT0083
 QT0083.Superseded values are not recommended for survey control.
 QT0083
 QT0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0083.See file dsdata.pdf to determine how the superseded data were derived.
 QT0083
 QT0083_MARKER: DR = REFERENCE MARK DISK
 QT0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0083_STAMPING: FARNHAM NO 1 1962
 QT0083_MARK LOGO: CGS
 QT0083_PROJECTION: FLUSH
 QT0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0083+STABILITY: SURFACE MOTION
 QT0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0083+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0083
 QT0083  HISTORY     - Date     Condition        Report By
 QT0083  HISTORY     - 1962     MONUMENTED       CGS
 QT0083  HISTORY     - 1963     GOOD             CGS
 QT0083  HISTORY     - 19960425 GOOD             NGS
 QT0083
 QT0083                          STATION DESCRIPTION
 QT0083
 QT0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0083'14 MI E FROM MAURINE.
 QT0083'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0083'MAURINE, THENCE 12.55 MILES EAST-SOUTHEAST ALONG A DIRT ROAD,
 QT0083'FORMERLY U.S. HIGHWAY 212, TO A WIRE GATE IN A EAST-WEST FENCE
 QT0083'LINE WITH A DIRT ROAD LEADING NORTH, THENCE 0.5 MILE NORTH ALONG
 QT0083'DIRT ROAD, THENCE 0.25 MILES NORTHWEST ALONG THE TOP OF THE
 QT0083'RIDGE TO FARNHAM 1962, IN SECTION 12, T 12 N, R 14 E, 49 FEET
 QT0083'SOUTH OF FARNHAM 1962, AND SET IN THE TOP OF A CONCRETE POST
 QT0083'FLUSH WITH THE GROUND.
 QT0083
 QT0083                          STATION RECOVERY (1996)
 QT0083
 QT0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0083'25.1 M (82.3 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0083'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.8 KM (0.50 MI)
 QT0083'SOUTHERLY ALONG A TRACK ROAD PASSING AN ABANDONED MISSILE SITE, THENCE
 QT0083'0.15 KM (0.10 MI) SOUTHERLY ACROSS COUNTRY TO THE HIGHEST POINT OF A
 QT0083'KNOLL, 20.6 M (67.6 FT) SOUTH OF REFERENCE MARK 2, 15.2 M (49.9 FT)
 QT0083'SOUTHWEST OF TRIANGULATION STATION FARNHAM, AND THE MONUMENT IS FLUSH
 QT0083'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY LEASED BY
 QT0083'GARY PETERSON, HCR 71, BOX 21, FAITH, SD 57626, TELEPHONE NUMBER (605)
 QT0083'748-2425.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0085 ***********************************************************************
 QT0085  DESIGNATION -  FARNHAM RM 2
 QT0085  PID         -  QT0085
 QT0085  STATE/COUNTY-  SD/MEADE
 QT0085  COUNTRY     -  US
 QT0085  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0085
 QT0085                         *CURRENT SURVEY CONTROL
 QT0085  ______________________________________________________________________
 QT0085* NAD 83(1986) POSITION- 45 00 55.04   (N) 102 21 31.91   (W)   HD_HELD1
 QT0085* NAVD 88 ORTHO HEIGHT -   840.300 (meters)     2756.88  (feet) ADJUSTED
 QT0085  ______________________________________________________________________
 QT0085  GEOID HEIGHT    -        -18.630 (meters)                     GEOID18
 QT0085  DYNAMIC HEIGHT  -        840.127 (meters)     2756.32  (feet) COMP
 QT0085  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 QT0085
 QT0085  VERT ORDER      -  FIRST     CLASS II
 QT0085
 QT0085.The horizontal coordinates were determined by differentially corrected
 QT0085.hand held GPS observations or other comparable positioning techniques
 QT0085.and have an estimated accuracy of +/- 3 meters.
 QT0085
 QT0085.The orthometric height was determined by differential leveling and
 QT0085.adjusted by the NATIONAL GEODETIC SURVEY
 QT0085.in July 1998.
 QT0085
 QT0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0085.GEOID18 height accuracy estimate available here.
 QT0085
 QT0085.Click photographs - Photos may exist for this station.
 QT0085
 QT0085.The dynamic height is computed by dividing the NAVD 88
 QT0085.geopotential number by the normal gravity value computed on the
 QT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0085.degrees latitude (g = 980.6199 gals.).
 QT0085
 QT0085.The modeled gravity was interpolated from observed gravity values.
 QT0085
 QT0085;                    North         East    Units  Estimated Accuracy
 QT0085;SPC SD N     -   134,050.2     414,098.1     MT  (+/- 3 meters HH1 GPS) 
 QT0085
 QT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0810688042(NAD 83)
 QT0085
 QT0085                          SUPERSEDED SURVEY CONTROL
 QT0085
 QT0085  NAVD 88 (06/15/91)  840.295  (m)         2756.87   (f) SUPERSEDED  1 2
 QT0085  NGVD 29 (??/??/92)  839.830  (m)         2755.34   (f) ADJ UNCH    1 2
 QT0085
 QT0085.Superseded values are not recommended for survey control.
 QT0085
 QT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0085.See file dsdata.pdf to determine how the superseded data were derived.
 QT0085
 QT0085_MARKER: DR = REFERENCE MARK DISK
 QT0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0085_STAMPING: FARNHAM NO 2 1962
 QT0085_MARK LOGO: CGS
 QT0085_PROJECTION: FLUSH
 QT0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0085+STABILITY: SURFACE MOTION
 QT0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0085+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0085
 QT0085  HISTORY     - Date     Condition        Report By
 QT0085  HISTORY     - 1962     MONUMENTED       CGS
 QT0085  HISTORY     - 1963     GOOD             CGS
 QT0085  HISTORY     - 19960425 GOOD             NGS
 QT0085
 QT0085                          STATION DESCRIPTION
 QT0085
 QT0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0085'14 MI E FROM MAURINE.
 QT0085'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0085'MAURINE, THENCE 12.55 MILES EAST-SOUTHEAST ALONG A DIRT ROAD,
 QT0085'FORMERLY U.S. HIGHWAY 212, TO A WIRE GATE IN A EAST-WEST FENCE
 QT0085'LINE WITH A DIRT ROAD LEADING NORTH, THENCE 0.5 MILE NORTH ALONG
 QT0085'DIRT ROAD, THENCE 0.25 MILE NORTHWEST ALONG THE TOP OF THE RIDGE
 QT0085'TO FARNHAM 1962, IN SECTION 12, T 12 N, R 14 E, 46.0 FEET WEST
 QT0085'OF FARNHAM 1962, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QT0085'WITH THE GROUND.
 QT0085
 QT0085                          STATION RECOVERY (1996)
 QT0085
 QT0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0085'25.1 M (82.3 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0085'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.8 KM (0.50 MI)
 QT0085'SOUTHERLY ALONG A TRACK ROAD PASSING AN ABANDONED MISSILE SITE, THENCE
 QT0085'0.15 KM (0.10 MI) SOUTHERLY ACROSS COUNTRY TO THE HIGHEST POINT OF A
 QT0085'KNOLL, 20.6 M (67.6 FT) NORTH OF REFERENCE MARK 1, 14.0 M (45.9 FT)
 QT0085'NORTHWEST OF TRIANGULATION STATION FARNHAM, AND THE MONUMENT IS FLUSH
 QT0085'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY LEASED BY
 QT0085'GARY PETERSON, HCR 71, BOX 21, FAITH, SD 57626, TELEPHONE NUMBER (605)
 QT0085'748-2425.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0920 ***********************************************************************
 OR0920  DESIGNATION -  FARRAN
 OR0920  PID         -  OR0920
 OR0920  STATE/COUNTY-  SD/TRIPP
 OR0920  COUNTRY     -  US
 OR0920  USGS QUAD   -  DOG EAR LAKE (2017)
 OR0920
 OR0920                         *CURRENT SURVEY CONTROL
 OR0920  ______________________________________________________________________
 OR0920* NAD 83(1996) POSITION- 43 12 58.80147(N) 099 53 05.18481(W)   ADJUSTED
 OR0920* NAVD 88 ORTHO HEIGHT -   754.    (meters)     2474.    (feet) SCALED
 OR0920  ______________________________________________________________________
 OR0920  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 OR0920  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 OR0920  HORZ ORDER      -  FIRST
 OR0920
 OR0920.The horizontal coordinates were established by classical geodetic methods
 OR0920.and adjusted by the National Geodetic Survey in January 1998.
 OR0920
 OR0920.The orthometric height was scaled from a topographic map.
 OR0920
 OR0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0920.GEOID18 height accuracy estimate available here.
 OR0920
 OR0920.Click photographs - Photos may exist for this station.
 OR0920
 OR0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0920
 OR0920. The following values were computed from the NAD 83(1996) position.
 OR0920
 OR0920;                    North         East     Units Scale Factor Converg.
 OR0920;SPC SD S     -    98,191.838   636,444.738   MT  0.99993135   +0 18 34.0
 OR0920;SPC SD S     -   322,151.06  2,088,069.11   sFT  0.99993135   +0 18 34.0
 OR0920;UTM  14      - 4,785,218.706   428,136.904   MT  0.99966353   -0 36 21.2
 OR0920
 OR0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0920!SPC SD S     -   0.99988559  x   0.99993135  =   0.99981695
 OR0920!UTM  14      -   0.99988559  x   0.99966353  =   0.99954916
 OR0920
 OR0920:                Primary Azimuth Mark                     Grid Az
 OR0920:SPC SD S     -  FARRAN AZ MK                             180 49 14.7
 OR0920:UTM  14      -  FARRAN AZ MK                             181 44 09.9
 OR0920
 OR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2813685218(NAD 83)
 OR0920
 OR0920|---------------------------------------------------------------------|
 OR0920| PID    Reference Object                     Distance      Geod. Az  |
 OR0920|                                                           dddmmss.s |
 OR0920| OR0909 COLOME MUNICIPAL TANK               APPROX.14.2 KM 0694005.7 |
 OR0920| OR0910 COLOME CHURCH CUPOLA                APPROX.14.4 KM 0700537.4 |
 OR0920| CO3085 FARRAN AZ MK                                       1810748.7 |
 OR0920| CO3086 FARRAN RM 1                          30.151 METERS 19830     |
 OR0920| OS0693 COUNTRY CH WHITE CUPOLA             APPROX.13.0 KM 2535138.3 |
 OR0920| CO3087 FARRAN RM 2                          21.967 METERS 33309     |
 OR0920|---------------------------------------------------------------------|
 OR0920
 OR0920                          SUPERSEDED SURVEY CONTROL
 OR0920
 OR0920  NAD 83(1995)-  43 12 58.80080(N)    099 53 05.18528(W) AD(       ) 1
 OR0920  NAD 83(1986)-  43 12 58.80838(N)    099 53 05.19721(W) AD(       ) 1
 OR0920  NAD 27      -  43 12 58.79900(N)    099 53 03.78000(W) AD(       ) 1
 OR0920
 OR0920.Superseded values are not recommended for survey control.
 OR0920
 OR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0920.See file dsdata.pdf to determine how the superseded data were derived.
 OR0920
 OR0920_MARKER: DS = TRIANGULATION STATION DISK
 OR0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0920_STAMPING: FARRAN 1936
 OR0920_MARK LOGO: CGS
 OR0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0920+STABILITY: SURFACE MOTION
 OR0920
 OR0920  HISTORY     - Date     Condition        Report By
 OR0920  HISTORY     - 1936     MONUMENTED       CGS
 OR0920
 OR0920                          STATION DESCRIPTION
 OR0920
 OR0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0920'STATION IS ABOUT 9 MILES AIRLINE, AND 12-1/2 MILES BY ROAD
 OR0920'WEST-SOUTHWEST OF COLOME, 8-1/2 MILES AIRLINE, AND 11.8 MILES
 OR0920'BY ROAD EAST BY NORTH OF CLEARFIELD, ON PROPERTY OWNED AND
 OR0920'OCCUPIED BY MR. J. FARRAN, ON HIGHEST POINT OF KNOLL AT WEST
 OR0920'SIDE OF PASTURE FIELD, TO THE SOUTH OF THE FARRAN HOUSE, 0.3
 OR0920'MILE NORTH OF SECTION-LINE ROAD, 0.4 MILE NORTHWEST OF THE
 OR0920'FARRAN HOUSE, 33 FEET EAST OF ONLY WOODEN POST IN FENCE LINE.
 OR0920'THE MARK PROJECTS 4 INCHES.
 OR0920'
 OR0920'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, 1/2 FOOT
 OR0920'EAST OF FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 OR0920'
 OR0920'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 1/2 FOOT
 OR0920'EAST OF FENCE LINE.  THE MARK PROJECTS 5 INCHES.  THE DISTANCE
 OR0920'BETWEEN THE REFERENCE MARKS IS 158.13 FEET.
 OR0920'
 OR0920'THE AZIMUTH MARK IS SOUTH OF STATION, IN PROPERTY FENCE LINE
 OR0920'AT NORTH SIDE OF SECTION-LINE ROAD, AT SOUTHWEST CORNER OF SAME
 OR0920'PASTURE FIELD THAT STATION IS IN, 0.25 MILE WEST OF THE FARRAN
 OR0920'HOUSE, 30 FEET NORTH OF CENTERLINE OF ROAD, 2-1/2 FEET EAST OF
 OR0920'FENCE-CORNER POST.  THE MARK PROJECTS 6 INCHES.
 OR0920'
 OR0920'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 18 AND 83
 OR0920'ABOUT 1-1/2 MILES SOUTH OF COLOME, GO SOUTH ON U.S. 83 FOR
 OR0920'1.0 MILE TO CROSSROADS, THENCE WEST 8.15 MILES TO CROSSROADS,
 OR0920'THENCE SOUTH 1.0 MILE TO CROSSROADS, TURN WEST AND GO 0.5 MILE
 OR0920'TO THE FARRAN HOUSE, THENCE NORTH ALONG WEST SIDE OF HOUSE,
 OR0920'THROUGH STOCK CORRAL, AND THEN BEAR NORTHWEST 0.3 MILE TO STATION.
 OR0920'
 OR0920'A 74-FOOT SIGNAL AT COLOME, AND HEATH IS VISIBLE FROM THE GROUND.
 OR0920'
 OR0920'A 74-FOOT SIGNAL AT THOMAS IS VISIBLE AT 15 FEET.
 OR0920'
 OR0920'A 4-FOOT SIGNAL AT MOORE AND HANSEN IS VISIBLE FROM THE GROUND.
 OR0920'
 OR0920'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0920'BRONZE DISKS SET AS DESCRIBED.
 OR0920'
 OR0920'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7996 ***********************************************************************
 AC7996  CBN         -  This is a Cooperative Base Network Control Station.
 AC7996  DESIGNATION -  FAULKTON
 AC7996  PID         -  AC7996
 AC7996  STATE/COUNTY-  SD/FAULK
 AC7996  COUNTRY     -  US
 AC7996  USGS QUAD   -  FAULKTON EAST (2017)
 AC7996
 AC7996                         *CURRENT SURVEY CONTROL
 AC7996  ______________________________________________________________________
 AC7996* NAD 83(2011) POSITION- 45 02 00.29836(N) 099 07 00.97306(W)   ADJUSTED
 AC7996* NAD 83(2011) ELLIP HT-   454.202 (meters)        (06/27/12)   ADJUSTED
 AC7996* NAD 83(2011) EPOCH   -  2010.00
 AC7996* NAVD 88 ORTHO HEIGHT -   477.838 (meters)     1567.71  (feet) ADJUSTED
 AC7996  ______________________________________________________________________
 AC7996  GEOID HEIGHT    -        -23.626 (meters)                     GEOID18
 AC7996  NAD 83(2011) X  -   -715,446.690 (meters)                     COMP
 AC7996  NAD 83(2011) Y  - -4,458,243.627 (meters)                     COMP
 AC7996  NAD 83(2011) Z  -  4,490,294.921 (meters)                     COMP
 AC7996  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 AC7996  DYNAMIC HEIGHT  -        477.775 (meters)     1567.50  (feet) COMP
 AC7996  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 AC7996
 AC7996  VERT ORDER      -  FIRST     CLASS II
 AC7996
 AC7996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7996  Standards:
 AC7996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7996  -------------------------------------------------------------------
 AC7996  NETWORK    0.84   2.35           0.39   0.27   1.20     -0.05923915
 AC7996  -------------------------------------------------------------------
 AC7996  Click here for local accuracies and other accuracy information.
 AC7996
 AC7996.The horizontal coordinates were established by GPS observations
 AC7996.and adjusted by the National Geodetic Survey in June 2012.
 AC7996
 AC7996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7996.been affixed to the stable North American tectonic plate. See 
 AC7996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7996
 AC7996.The horizontal coordinates are valid at the epoch date displayed above
 AC7996.which is a decimal equivalence of Year/Month/Day.
 AC7996
 AC7996.The orthometric height was determined by differential leveling and
 AC7996.adjusted by the NATIONAL GEODETIC SURVEY
 AC7996.in July 1998.
 AC7996
 AC7996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7996.GEOID18 height accuracy estimate available here.
 AC7996
 AC7996.Click photographs - Photos may exist for this station.
 AC7996
 AC7996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7996
 AC7996.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7996
 AC7996.The ellipsoidal height was determined by GPS observations
 AC7996.and is referenced to NAD 83.
 AC7996
 AC7996.The dynamic height is computed by dividing the NAVD 88
 AC7996.geopotential number by the normal gravity value computed on the
 AC7996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7996.degrees latitude (g = 980.6199 gals.).
 AC7996
 AC7996.The modeled gravity was interpolated from observed gravity values.
 AC7996
 AC7996. The following values were computed from the NAD 83(2011) position.
 AC7996
 AC7996;                    North         East     Units Scale Factor Converg.
 AC7996;SPC SD N     -   133,735.534   669,580.629   MT  0.99993916   +0 37 29.9
 AC7996;SPC SD N     -   438,764.00  2,196,782.45   sFT  0.99993916   +0 37 29.9
 AC7996;UTM  14      - 4,986,669.179   490,788.938   MT  0.99960104   -0 04 57.8
 AC7996
 AC7996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7996!SPC SD N     -   0.99992879  x   0.99993916  =   0.99986796
 AC7996!UTM  14      -   0.99992879  x   0.99960104  =   0.99952986
 AC7996
 AC7996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9078886669(NAD 83)
 AC7996
 AC7996                          SUPERSEDED SURVEY CONTROL
 AC7996
 AC7996  NAD 83(2007)-  45 02 00.29837(N)    099 07 00.97386(W) AD(2002.00) 0
 AC7996  ELLIP H (02/10/07)  454.232  (m)                       GP(2002.00)    
 AC7996  ELLIP H (04/15/04)  454.244  (m)                       GP(       ) 2 1
 AC7996  NAD 83(1996)-  45 02 00.29782(N)    099 07 00.97333(W) AD(       ) B
 AC7996  ELLIP H (04/18/97)  454.279  (m)                       GP(       ) 4 1
 AC7996  NAVD 88 (04/18/97)  477.8    (m)  GEOID96  model used  GPS OBS        
 AC7996
 AC7996.Superseded values are not recommended for survey control.
 AC7996
 AC7996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7996.See file dsdata.pdf to determine how the superseded data were derived.
 AC7996
 AC7996_MARKER: Z = SEE DESCRIPTION
 AC7996_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7996_STAMPING: FAULKTON 1995
 AC7996_MARK LOGO: NGS
 AC7996_PROJECTION: FLUSH
 AC7996_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7996+STABILITY: POSITION/ELEVATION WELL
 AC7996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7996+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AC7996_ROD/PIPE-DEPTH: 6.4 meters
 AC7996_SLEEVE-DEPTH  : 1.8 meters
 AC7996
 AC7996  HISTORY     - Date     Condition        Report By
 AC7996  HISTORY     - 1995     MONUMENTED       SDDT
 AC7996  HISTORY     - 19960602 GOOD             NGS
 AC7996  HISTORY     - 19960708 GOOD             NGS
 AC7996
 AC7996                          STATION DESCRIPTION
 AC7996
 AC7996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC7996'0.4 KM (0.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AC7996'IN FAULKTON, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG THE FAULKTON
 AC7996'MUNICIPAL AIRPORT ENTRANCE ROAD, 57.0 M (187.0 FT) EAST OF THE EAST
 AC7996'CORNER OF THE DAKOTA AG SERVICE, 30.3 M (99.4 FT) SOUTHWEST OF THE
 AC7996'CENTERLINE OF A RUNWAY, 20.4 M (66.9 FT) SOUTHEAST OF THE CENTER OF A
 AC7996'TAXIWAY, 8.1 M (26.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF AN APRON,
 AC7996'AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DATUM POINT
 AC7996'IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP THAT IS
 AC7996'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 AC7996'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AC7996
 AC7996                          STATION RECOVERY (1996)
 AC7996
 AC7996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7996'THE STATION IS LOCATED AT THE FAULKTON MUNICIPAL AIRPORT IN FAULKTON.
 AC7996'OWNERSHIP--CITY OF FAULKTON, RON SANGSTER, AIRPORT MANAGER, BOX 154,
 AC7996'FAULKTON, SD 57438, TELEPHONE NUMBER (605) 598-4435.  TO REACH THE
 AC7996'STATION FROM THE JUNCTION OF 8TH AVENUE AND U.S. HIGHWAY 212 (MAIN
 AC7996'STREET), 100.0 FT (30.5 M) NORTH OF THE POST OFFICE IN FAULKTON, GO
 AC7996'EAST ON U.S. HIGHWAY 212 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A
 AC7996'PAVED ROAD LEADING TO THE AIRPORT, TURN RIGHT AND GO SOUTHEAST ON THE
 AC7996'PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH THE GATE AND GO
 AC7996'0.05 MI (0.08 KM) MAKING 2 LEFT TURNS ALONG A HANGAR ROAD AND ACROSS
 AC7996'AN APRON TO THE MARK ON THE RIGHT.  THE STATION IS A PUNCH POINT ON
 AC7996'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7996'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 57.1 M (187.3 FT) EAST
 AC7996'OF THE EAST CORNER OF THE DAKOTA AG SERVICE OFFICE, 25.6 M (84.0 FT)
 AC7996'WEST OF THE MOST SOUTHWESTERLY OF 3 RUNWAY END LIGHTS, 21.1 M (69.2
 AC7996'FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 20.7 M (67.9 FT)
 AC7996'SOUTHEAST OF THE CENTER OF A TAXIWAY, 8.2 M (26.9 FT) NORTHEAST OF THE
 AC7996'NORTHEAST EDGE OF THE APRON, AND 0.07 M (0.23 FT) BELOW THE GROUND
 AC7996'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC7996'AND THEN THROUGH A 4-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0680 ***********************************************************************
 QR0680  DESIGNATION -  FAULKTON FAULK CO CTHSE FINIAL
 QR0680  PID         -  QR0680
 QR0680  STATE/COUNTY-  SD/FAULK
 QR0680  COUNTRY     -  US
 QR0680  USGS QUAD   -  FAULKTON WEST (2017)
 QR0680
 QR0680                         *CURRENT SURVEY CONTROL
 QR0680  ______________________________________________________________________
 QR0680* NAD 83(1996) POSITION- 45 02 01.76207(N) 099 07 34.84290(W)   ADJUSTED
 QR0680  ______________________________________________________________________
 QR0680  GEOID HEIGHT    -        -23.616 (meters)                     GEOID18
 QR0680  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 QR0680  HORZ ORDER      -  THIRD
 QR0680
 QR0680.The horizontal coordinates were established by classical geodetic methods
 QR0680.and adjusted by the National Geodetic Survey in January 1998.
 QR0680
 QR0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0680.GEOID18 height accuracy estimate available here.
 QR0680
 QR0680.Click photographs - Photos may exist for this station.
 QR0680
 QR0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0680
 QR0680. The following values were computed from the NAD 83(1996) position.
 QR0680
 QR0680;                    North         East     Units Scale Factor Converg.
 QR0680;SPC SD N     -   133,772.670   668,838.848   MT  0.99993916   +0 37 05.9
 QR0680;SPC SD N     -   438,885.83  2,194,348.79   sFT  0.99993916   +0 37 05.9
 QR0680;UTM  14      - 4,986,715.459   490,047.922   MT  0.99960122   -0 05 21.8
 QR0680
 QR0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9004786715(NAD 83)
 QR0680
 QR0680                          SUPERSEDED SURVEY CONTROL
 QR0680
 QR0680  NAD 83(1986)-  45 02 01.76303(N)    099 07 34.85297(W) AD(       ) 3
 QR0680  NAD 27      -  45 02 01.85900(N)    099 07 33.46500(W) AD(       ) 3
 QR0680
 QR0680.Superseded values are not recommended for survey control.
 QR0680
 QR0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0680.See file dsdata.pdf to determine how the superseded data were derived.
 QR0680
 QR0680_MARKER: 82 = FINIAL
 QR0680
 QR0680  HISTORY     - Date     Condition        Report By
 QR0680  HISTORY     - 1935     FIRST OBSERVED   CGS
 QR0680
 QR0680                          STATION DESCRIPTION
 QR0680
 QR0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0680'THIS STATION IS THE BASE OF THE FINIAL ON THE CUPOLA ON THE
 QR0680'FAULK COUNTY COURTHOUSE.  THE COURTHOUSE IS A BUFF COLORED
 QR0680'BRICK BUILDING TRIMMED IN BROWNSTONE AND HAS THREE LARGE BROWNSTONE
 QR0680'COLUMNS AT THE FRONT, E, ENTRANCE.  THE BUILDING HAS A RED TILE
 QR0680'ROOF WITH A STONE RAILING AT THE EAVES.  AT THE CENTER OF THE
 QR0680'TOP OF THE BUILDING IS A LARGE SQUARE BLACK TOWER WITH A ROUND
 QR0680'GLASS WINDOW ON EACH SIDE.  ON TOP OF THE TOWER IS A SMALL
 QR0680'ROUND ORNATE CUPOLA WITH FINIAL AND WEATHER VANE AT THE TIP.
 QR0680'THERE IS A SMALL SQUARE BLACK CUPOLA WITH OCTAGONAL RIBBED
 QR0680'DOME AND ORNATE FINIAL AT EACH CORNER OF THE BASE OF THE
 QR0680'TOWER.  THE CUPOLA IS ABOUT 75 FEET HIGH AND IS VERY
 QR0680'PROMINENT.  THE BUILDING WAS ERECTED IN 1905.
 QR0680'
 QR0680'THE COURTHOUSE IS ABOUT AT THE CENTER OF FAULKTON, ON THE W
 QR0680'SIDE OF THE FIRST STREET W OF THE MAIN STREET OF TOWN AND THE
 QR0680'EXTENSION OF THE CENTER LINE OF THE FIRST STREET S OF U.S.
 QR0680'HIGHWAY 212 AND ABOUT 1/4 MILE SW OF THE MUNICIPAL WATER TANK,
 QR0680'AND 1 BLOCK E OF THE SPIRE ON ST. THOMAS CATHOLIC CHURCH.
 QR0680'
 QR0680'THIS STATION WAS OBSERVED FROM LAFOON, ARCADE, ORIENT, PULASKI,
 QR0680'AND FAULKTON MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0679 ***********************************************************************
 QR0679  DESIGNATION -  FAULKTON MAGNETIC
 QR0679  PID         -  QR0679
 QR0679  STATE/COUNTY-  SD/FAULK
 QR0679  COUNTRY     -  US
 QR0679  USGS QUAD   -  FAULKTON WEST (2017)
 QR0679
 QR0679                         *CURRENT SURVEY CONTROL
 QR0679  ______________________________________________________________________
 QR0679* NAD 83(1996) POSITION- 45 01 42.40350(N) 099 07 35.31897(W)   ADJUSTED
 QR0679* NAVD 88 ORTHO HEIGHT -   486.279 (meters)     1595.40  (feet) ADJUSTED
 QR0679  ______________________________________________________________________
 QR0679  GEOID HEIGHT    -        -23.617 (meters)                     GEOID18
 QR0679  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 QR0679  DYNAMIC HEIGHT  -        486.214 (meters)     1595.19  (feet) COMP
 QR0679  MODELED GRAVITY -    980,468.1   (mgal)                       NAVD 88
 QR0679
 QR0679  HORZ ORDER      -  FIRST
 QR0679  VERT ORDER      -  FIRST     CLASS II
 QR0679
 QR0679.The horizontal coordinates were established by classical geodetic methods
 QR0679.and adjusted by the National Geodetic Survey in January 1998.
 QR0679
 QR0679.The orthometric height was determined by differential leveling and
 QR0679.adjusted by the NATIONAL GEODETIC SURVEY
 QR0679.in July 1998.
 QR0679
 QR0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0679.GEOID18 height accuracy estimate available here.
 QR0679
 QR0679.Click photographs - Photos may exist for this station.
 QR0679
 QR0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0679
 QR0679.The dynamic height is computed by dividing the NAVD 88
 QR0679.geopotential number by the normal gravity value computed on the
 QR0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0679.degrees latitude (g = 980.6199 gals.).
 QR0679
 QR0679.The modeled gravity was interpolated from observed gravity values.
 QR0679
 QR0679. The following values were computed from the NAD 83(1996) position.
 QR0679
 QR0679;                    North         East     Units Scale Factor Converg.
 QR0679;SPC SD N     -   133,175.028   668,834.876   MT  0.99993919   +0 37 05.6
 QR0679;SPC SD N     -   436,925.07  2,194,335.76   sFT  0.99993919   +0 37 05.6
 QR0679;UTM  14      - 4,986,118.113   490,036.573   MT  0.99960122   -0 05 22.1
 QR0679
 QR0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0679!SPC SD N     -   0.99992747  x   0.99993919  =   0.99986666
 QR0679!UTM  14      -   0.99992747  x   0.99960122  =   0.99952872
 QR0679
 QR0679:                Primary Azimuth Mark                     Grid Az
 QR0679:SPC SD N     -  FAULKTON MUNICIPAL TANK                  013 55 52.9
 QR0679:UTM  14      -  FAULKTON MUNICIPAL TANK                  014 38 20.6
 QR0679
 QR0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9003686118(NAD 83)
 QR0679
 QR0679|---------------------------------------------------------------------|
 QR0679| PID    Reference Object                     Distance      Geod. Az  |
 QR0679|                                                           dddmmss.s |
 QR0679| QR0680 FAULKTON FAULK CO CTHSE FINIAL      APPROX. 0.6 KM 0005956.4 |
 QR0679| QR0674 FAULKTON MUNICIPAL TANK             APPROX. 1.0 KM 0143258.5 |
 QR0679| PS0663 ORIENT GERMAN LUTHERAN CHURCH       APPROX.14.3 KM 1683755.8 |
 QR0679| PS0662 ORIENT ST JOSEPHS CATH CHURCH       APPROX.14.4 KM 1685429.6 |
 QR0679| CO4937 FAULKTON MAGNETIC RM 1               25.101 METERS 23510     |
 QR0679| CO4938 FAULKTON MAGNETIC AZ MK                            2864058.8 |
 QR0679| CO4939 FAULKTON MAGNETIC RM 2               24.350 METERS 32640     |
 QR0679| QR0678 FAULKTON ST THOMAS CATH CHURCH      APPROX. 0.6 KM 3453101.4 |
 QR0679|---------------------------------------------------------------------|
 QR0679
 QR0679                          SUPERSEDED SURVEY CONTROL
 QR0679
 QR0679  NAD 83(1986)-  45 01 42.40424(N)    099 07 35.32941(W) AD(       ) 1
 QR0679  NAD 27      -  45 01 42.50200(N)    099 07 33.94200(W) AD(       ) 1
 QR0679
 QR0679.Superseded values are not recommended for survey control.
 QR0679
 QR0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0679.See file dsdata.pdf to determine how the superseded data were derived.
 QR0679
 QR0679_MARKER: DS = TRIANGULATION STATION DISK
 QR0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0679_STAMPING: FAULKTON MAGNETIC 1935
 QR0679_MARK LOGO: CGS
 QR0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0679+STABILITY: SURFACE MOTION
 QR0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0679+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 QR0679
 QR0679  HISTORY     - Date     Condition        Report By
 QR0679  HISTORY     - 1935     MONUMENTED       CGS
 QR0679  HISTORY     - 1970     GOOD             USGS
 QR0679  HISTORY     - 19850327 GOOD             NGS
 QR0679  HISTORY     - 19960602 GOOD             NGS
 QR0679  HISTORY     - 20110821 GOOD             GEOCAC
 QR0679
 QR0679                          STATION DESCRIPTION
 QR0679
 QR0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0679'THIS STATION IS IN THE SOUTHERN PART OF THE TOWN OF FAULKTON
 QR0679'95 YARDS N AND 195 YARDS W OF THE SE CORNER OF SEC. 15, T 118
 QR0679'N, R 69 W.  IT IS APPROXIMATELY 0.5 MILE S OF THE COURTHOUSE,
 QR0679'300 FEET DUE S OF THE TELEGRAPHERS WINDOW OF THE CHICAGO AND
 QR0679'NORTHWESTERN RAILROAD STATION ON THE W EDGE OF WHAT IS TO BE
 QR0679'A PUBLIC ALLEY.  THE MARK IS SET TO THE REAR OF A 2-1/2 STORY
 QR0679'FARMHOUSE, HOME OF MR. J.S. BACHMAYER, AND IS ONE FOOT S AND
 QR0679'9.6 FEET W OF THE NW CORNER OF A LEAN-TO-W OF THE WOOD SHED.
 QR0679'THE ORIGINAL MAGNETIC STATION MARK WAS BADLY WORN AT THE
 QR0679'EDGES AND ALL MARKINGS WERE OBLITERATED, BUT APPEARED NOT TO
 QR0679'HAVE BEEN MOVED.  THE ORIGINAL MARK, SET IN A 6-INCH SQUARE
 QR0679'CONCRETE POST, WAS REPLACED BY A STANDARD TRIANGULATION
 QR0679'DISK AND COMPLETELY REINFORCED.  MARK IS STAMPED
 QR0679'FAULKTON MAGNETIC 1935.  IT PROJECTS 6 INCHES.
 QR0679'
 QR0679'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 QR0679'DISKS SET IN CONCRETE.
 QR0679'
 QR0679'REFERENCE MARK NO. 1 IS SW OF THE STATION ON THE E EDGE OF
 QR0679'WHAT IS TO BE A PUBLIC ALLEY.  THE MARK PROJECTS 2 INCHES.
 QR0679'REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE E EDGE OF
 QR0679'WHAT IS TO BE A PUBLIC ALLEY.  THE MARK PROJECTS 4 INCHES.
 QR0679'
 QR0679'THE AZIMUTH MARK IS WNW OF THE STATION ON THE S SIDE OF THE
 QR0679'RIGHT-OF-WAY OF THE CHICAGO AND NORTHWESTERN RAILROAD, 11.5
 QR0679'FEET S OF THE S RAIL OF THE MAIN LINE, 45 FEET W OF THE CENTER
 QR0679'LINE OF A ROAD CROSSING THE TRACKS AND PROJECTS 4 INCHES.
 QR0679'
 QR0679'A LIGHT 60 FEET ABOVE STATION ARCADE COMES INTO VIEW 15 FEET
 QR0679'ABOVE THE GROUND.
 QR0679'
 QR0679'A LIGHT 74 FEET ABOVE STATION LAFOON COMES INTO VIEW 15 FEET
 QR0679'ABOVE THE GROUND.
 QR0679'
 QR0679'A LIGHT 4 FEET ABOVE STATION ORIENT COMES INTO VIEW 10 FEET
 QR0679'ABOVE THE GROUND.
 QR0679'
 QR0679'R.M. 1 TO R.M. 2 116.18 FEET.
 QR0679
 QR0679                          STATION RECOVERY (1970)
 QR0679
 QR0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0679'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QR0679'WERE FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS
 QR0679'NOT VISITED.
 QR0679'
 QR0679'DISTANCE TO REFERENCE MARK NO. 1 MISSED 0.03 FT.  TO REFERENCE
 QR0679'MARK NO. 2 MISSED 0.07 FT.  DISTANCE WAS NOT MEASURED BETWEEN
 QR0679'BECAUSE OF MACHINERY IN LINE.
 QR0679'
 QR0679'DIRECTION TO REFERENCE MARK NO. 1 MISSED +45.28 SECONDS IN
 QR0679'AZIMUTH.  TO REFERENCE MARK NO. 2 MISSED -98.87 SECONDS IN
 QR0679'AZIMUTH.  TO FAULKTON MUNICIPAL WATER TANK MISSED -12.00
 QR0679'SECONDS IN AZIMUTH.
 QR0679'
 QR0679'THE OLD DESCRIPTION IS ADEQUATE.
 QR0679
 QR0679                          STATION RECOVERY (1985)
 QR0679
 QR0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 QR0679'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QR0679'CONDITION.  DIRECTIONS AND DISTANCES TO THEM AGREED FAVORABLY WITH THE
 QR0679'1935 DATA.  THE PROPERTY OWNER REQUESTED THE REFERENCE MARKS BE
 QR0679'REMOVED FROM HIS GARDEN AND THE AZIMUTH MARK HAS BEEN DESTROYED.
 QR0679'THEREFORE, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK 2 WERE ESTABLISHED
 QR0679'AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED
 QR0679'IN THE SOUTHER PART OF FAULKTON, IN THE BACK YARD PROPERTY OF MR.
 QR0679'HERMAN SCHRAEDER.  TO REACH THE STATION FROM THE FAULK COUNTY
 QR0679'COURTHOUSE IN FAULKTON, GO SOUTH ON 9TH AVENUE FOR 0.55 KM (0.35 MI)
 QR0679'TO A GRAVELED DRIVE RIGHT.  TURN RIGHT AND GO WEST ALONG THE NORTH
 QR0679'SIDE OF THE SCHRAEDER PROPERTY, FOR 0.1 KM (0.05 MI) TO A GATE ON THE
 QR0679'LEFT, LEADING INTO SCHRAEDERS BACK YARD AND GARDEN, AND THE STATION
 QR0679'SITE.  THE STATION IS A STANDARD CGS DISK STAMPED FAULKTON MAGNETIC
 QR0679'1935, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 QR0679'IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED
 QR0679'ALONG THE EAST EDGE OF A GRADEN.  LOCATED 27.5 METERS (90.2 FT) S FROM
 QR0679'THE WEST GATE POST OF A METAL FRAMED WIRE GATE.  16.4 METERS (53.8 FT)
 QR0679'N FROM A WIRE FENCE.  3.35 METERS (10.99 FT) SW FROM THE NORTHWEST
 QR0679'CORNER OF A SHED.  0.3 METER (1.0 FT) E FROM A WITNESS POST.
 QR0679'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED FAULKTON MAGNETIC
 QR0679'1935 NO 3 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 QR0679'INCHES (25 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 QR0679'GROUND.  LOCATE ON THE NORTH SIDE OF THE GARDEN.  LOCATED 10.0 METERS
 QR0679'(32.8 FT) W FROM THE WEST GATE POST OF A METAL FRAMED WIRE GATE.  8.5
 QR0679'METERS (27.9 FT) S FROM THE CENTER OF A GRAVELED DRIVE. 0.3 METER (1.0
 QR0679'FT) NE FROM A WITNESS POST.  0.25 METERS (0.82 FT) S FROM A FENCE.
 QR0679'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED FAULKTON MAGNETIC
 QR0679'1935 NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 QR0679'INCHES (25 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 QR0679'GROUND.  LOCATED ON THE SOUTH SIDE OF THE GARDEN. LOCATED 10.5 METERS
 QR0679'(34.4 FT) W FROM THE WEST GATE POST OF A SMALL GATE.  0.25 METER (0.82
 QR0679'FT) N FROM A FENCE.  0.25 METER (0.82 FT) SW FROM A WITNESS POST, AND
 QR0679'1 FEET (0.3 M) 0.3 METERS (1.0 FT) LOWER THAN THE STATION.  AZIMUTH
 QR0679'MARK NO 2 IS A STANDARD NGS DISK STAMPED FAULKTON MAGNETIC 1935 NO 2
 QR0679'1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM
 QR0679'IN) DIAMETER RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED NEAR
 QR0679'THE WEST EDGE OF A FIELD APPRACH. THE MARK HAS A RAILROAD SPIKE ALONG
 QR0679'THE NORTH EDGE, FOR METAL DETECTOR RECOVERY.  LOCATED 21.0 METERS
 QR0679'(68.9 FT) W FROM A PROJECTED NORTH-SOUTH FENCE WHICH RUNS SOUTH.  7.9
 QR0679'METERS (25.9 FT) N FROM THE CENTER OF A GRAVELED ROAD.  1.7 METERS
 QR0679'(5.6 FT) E FROM THE WEST EDGE OF THE APPROACH.  0.55 METER (1.80 FT) E
 QR0679'FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE COUNTY
 QR0679'COURTHOUSE IN FAULKTON, GO SOUTH ON 9TH AVENUE FOR 0.7 KM (0.45 MI) TO
 QR0679'A GRAVELED T ROAD.  TURN LEFT ON GRAVELED ROAD FOR 0.1 KM (0.05 MI) TO
 QR0679'AN ASPHALT ROAD.  TURN RIGHT AND GO SOUTH ON ASPHALT ROAD FOR 1.7 KM
 QR0679'(1.05 MI) TO GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVELED
 QR0679'ROAD FOR 0.8 KM (0.50 MI) TO MARK ON RIGHT.
 QR0679
 QR0679                          STATION RECOVERY (1996)
 QR0679
 QR0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0679'IN FAULKTON, AT 716 9TH AVENUE SOUTH, 62.6 M (205.4 FT) WEST OF THE
 QR0679'AVENUE CENTER, 49.7 M (163.1 FT) WEST OF THE NORTHWEST CORNER OF THE
 QR0679'HOUSE AT 716 9TH AVENUE, 28.4 M (93.2 FT) SOUTHEAST OF REFERENCE MARK
 QR0679'3, 45.0 M (147.6 FT) NORTHEAST OF REFERENCE MARK 4, 4.8 M (15.7 FT)
 QR0679'NORTHWEST OF THE SOUTHWEST CORNER OF A SHED, 3.4 M (11.2 FT) SOUTHWEST
 QR0679'OF THE NORTHWEST CORNER OF A SHED, 2.7 M (8.9 FT) EAST OF THE CENTER
 QR0679'OF A TRACK ROAD, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 QR0679'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 QR0679'MONUMENT IS ON PROPERTY OWNED BY HERMAN SCHROEDER, HC1, BOX 151,
 QR0679'FAULKTON, SD 57438, TELEPHONE NUMBER (605) 598-6660.
 QR0679
 QR0679                          STATION RECOVERY (2011)
 QR0679
 QR0679'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QR0679'RM 3 AND RM 4 ALSO FOUND, AZ 2 NOT VISITED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4141 ***********************************************************************
 AE4141  DESIGNATION -  FAULKTON MAGNETIC RM 3
 AE4141  PID         -  AE4141
 AE4141  STATE/COUNTY-  SD/FAULK
 AE4141  COUNTRY     -  US
 AE4141  USGS QUAD   -  FAULKTON WEST (2017)
 AE4141
 AE4141                         *CURRENT SURVEY CONTROL
 AE4141  ______________________________________________________________________
 AE4141* NAD 83(1986) POSITION- 45 01 43.4    (N) 099 07 35.7    (W)   HD_HELD2
 AE4141* NAVD 88 ORTHO HEIGHT -   486.230 (meters)     1595.24  (feet) ADJUSTED
 AE4141  ______________________________________________________________________
 AE4141  GEOID HEIGHT    -        -23.617 (meters)                     GEOID18
 AE4141  DYNAMIC HEIGHT  -        486.165 (meters)     1595.03  (feet) COMP
 AE4141  MODELED GRAVITY -    980,468.2   (mgal)                       NAVD 88
 AE4141
 AE4141  VERT ORDER      -  FIRST     CLASS II
 AE4141
 AE4141.The horizontal coordinates were established by autonomous hand held GPS
 AE4141.observations and have an estimated accuracy of +/- 10 meters.
 AE4141
 AE4141.The orthometric height was determined by differential leveling and
 AE4141.adjusted by the NATIONAL GEODETIC SURVEY
 AE4141.in July 1998.
 AE4141
 AE4141.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4141.GEOID18 height accuracy estimate available here.
 AE4141
 AE4141.Click photographs - Photos may exist for this station.
 AE4141
 AE4141.The dynamic height is computed by dividing the NAVD 88
 AE4141.geopotential number by the normal gravity value computed on the
 AE4141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4141.degrees latitude (g = 980.6199 gals.).
 AE4141
 AE4141.The modeled gravity was interpolated from observed gravity values.
 AE4141
 AE4141;                    North         East    Units  Estimated Accuracy
 AE4141;SPC SD N     -   133,206.      668,826.      MT  (+/- 10 meters HH2 GPS)
 AE4141
 AE4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9002886148(NAD 83)
 AE4141
 AE4141                          SUPERSEDED SURVEY CONTROL
 AE4141
 AE4141.No superseded survey control is available for this station.
 AE4141
 AE4141_MARKER: DR = REFERENCE MARK DISK
 AE4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4141_STAMPING: FAULKTON MAGNETIC 1935 NO 3 1985
 AE4141_MARK LOGO: NGS
 AE4141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4141+STABILITY: SURFACE MOTION
 AE4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4141+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 AE4141
 AE4141  HISTORY     - Date     Condition        Report By
 AE4141  HISTORY     - 1985     MONUMENTED       NGS
 AE4141  HISTORY     - 19960602 GOOD             NGS
 AE4141  HISTORY     - 20110821 GOOD             GEOCAC
 AE4141
 AE4141                          STATION DESCRIPTION
 AE4141
 AE4141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 AE4141'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED FAULKTON MAGNETIC
 AE4141'1935 NO 3 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 AE4141'INCHES (25 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 AE4141'GROUND.  LOCATE ON THE NORTH SIDE OF THE GARDEN.  LOCATED 10.0 METERS
 AE4141'(32.8 FT) W FROM THE WEST GATE POST OF A METAL FRAMED WIRE GATE.  8.5
 AE4141'METERS (27.9 FT) S FROM THE CENTER OF A GRAVELED DRIVE. 0.3 METER (1.0
 AE4141'FT) NE FROM A WITNESS POST.  0.25 METERS (0.82 FT) S FROM A FENCE.
 AE4141
 AE4141                          STATION RECOVERY (1996)
 AE4141
 AE4141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4141'IN FAULKTON, AT 716 9TH AVENUE SOUTH, 69.5 M (228.0 FT) WEST OF THE
 AE4141'AVENUE CENTER, 50.0 M (164.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 AE4141'A HOUSE AT 716 9TH AVENUE, 45.0 M (147.6 FT) NORTH OF REFERENCE MARK
 AE4141'4, 28.4 M (93.2 FT) NORTHWEST OF THE STATION MARK, 11.8 M (38.7 FT)
 AE4141'WEST OF THE CENTER OF A TRACK ROAD AND GATE, 0.3 M (1.0 FT) NORTHEAST
 AE4141'OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND THE MONUMENT
 AE4141'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 AE4141'IS ON PROPERTY OWNED BY HERMAN SCHROEDER, HC1, BOX 151, FAULKTON, SD
 AE4141'57438, TELEPHONE NUMBER (605) 598-6660.
 AE4141
 AE4141                          STATION RECOVERY (2011)
 AE4141
 AE4141'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 AE4141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4142 ***********************************************************************
 AE4142  DESIGNATION -  FAULKTON MAGNETIC RM 4
 AE4142  PID         -  AE4142
 AE4142  STATE/COUNTY-  SD/FAULK
 AE4142  COUNTRY     -  US
 AE4142  USGS QUAD   -  FAULKTON WEST (2017)
 AE4142
 AE4142                         *CURRENT SURVEY CONTROL
 AE4142  ______________________________________________________________________
 AE4142* NAD 83(1986) POSITION- 45 01 42.0    (N) 099 07 36.2    (W)   HD_HELD2
 AE4142* NAVD 88 ORTHO HEIGHT -   486.023 (meters)     1594.56  (feet) ADJUSTED
 AE4142  ______________________________________________________________________
 AE4142  GEOID HEIGHT    -        -23.617 (meters)                     GEOID18
 AE4142  DYNAMIC HEIGHT  -        485.958 (meters)     1594.35  (feet) COMP
 AE4142  MODELED GRAVITY -    980,468.1   (mgal)                       NAVD 88
 AE4142
 AE4142  VERT ORDER      -  FIRST     CLASS II
 AE4142
 AE4142.The horizontal coordinates were established by autonomous hand held GPS
 AE4142.observations and have an estimated accuracy of +/- 10 meters.
 AE4142
 AE4142.The orthometric height was determined by differential leveling and
 AE4142.adjusted by the NATIONAL GEODETIC SURVEY
 AE4142.in July 1998.
 AE4142
 AE4142.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4142.GEOID18 height accuracy estimate available here.
 AE4142
 AE4142.Click photographs - Photos may exist for this station.
 AE4142
 AE4142.The dynamic height is computed by dividing the NAVD 88
 AE4142.geopotential number by the normal gravity value computed on the
 AE4142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4142.degrees latitude (g = 980.6199 gals.).
 AE4142
 AE4142.The modeled gravity was interpolated from observed gravity values.
 AE4142
 AE4142;                    North         East    Units  Estimated Accuracy
 AE4142;SPC SD N     -   133,162.      668,816.      MT  (+/- 10 meters HH2 GPS)
 AE4142
 AE4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9001786105(NAD 83)
 AE4142
 AE4142                          SUPERSEDED SURVEY CONTROL
 AE4142
 AE4142.No superseded survey control is available for this station.
 AE4142
 AE4142_MARKER: DR = REFERENCE MARK DISK
 AE4142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4142_STAMPING: FAULKTON MAGNETIC 1935 NO 4 1985
 AE4142_MARK LOGO: NGS
 AE4142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4142+STABILITY: SURFACE MOTION
 AE4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4142+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 AE4142
 AE4142  HISTORY     - Date     Condition        Report By
 AE4142  HISTORY     - 1985     MONUMENTED       NGS
 AE4142  HISTORY     - 19960602 GOOD             NGS
 AE4142  HISTORY     - 20110821 GOOD             GEOCAC
 AE4142
 AE4142                          STATION DESCRIPTION
 AE4142
 AE4142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 AE4142'REFERENCE MARK NO 4 1985 IS A STANDARD NGS DISK STAMPED FAULKTON
 AE4142'MAGNETIC 1935 NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AE4142'10 INCHES (25 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 AE4142'GROUND.  LOCATED ON THE SOUTH SIDE OF THE GARDEN. LOCATED 10.5 METERS
 AE4142'(34.4 FT) W FROM THE WEST GATE POST OF A SMALL GATE.  0.25 METER (0.82
 AE4142'FT) N FROM A FENCE.  0.25 METER (0.82 FT) SW FROM A WITNESS POST, AND
 AE4142'1 FEET (0.3 M) 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 AE4142
 AE4142                          STATION RECOVERY (1996)
 AE4142
 AE4142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4142'IN FAULKTON, AT 716 9TH AVENUE SOUTH, 78.6 M (257.9 FT) WEST OF THE
 AE4142'AVENUE CENTER, 47.9 M (157.2 FT) WEST OF THE SOUTH CORNER OF THE HOUSE
 AE4142'AT 716 9TH AVENUE, 45.0 M (147.6 FT) SOUTHWEST OF REFERENCE MARK 3,
 AE4142'25.2 M (82.7 FT) SOUTHWEST OF THE STATION MARK, 0.3 M (1.0 FT) EAST OF
 AE4142'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AE4142'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY HERMAN
 AE4142'SCHROEDER, HC1, BOX 151, FAULKTON, SD 57438, TELEPHONE NUMBER (605)
 AE4142'598-6660.
 AE4142
 AE4142                          STATION RECOVERY (2011)
 AE4142
 AE4142'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 AE4142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0674 ***********************************************************************
 QR0674  DESIGNATION -  FAULKTON MUNICIPAL TANK
 QR0674  PID         -  QR0674
 QR0674  STATE/COUNTY-  SD/FAULK
 QR0674  COUNTRY     -  US
 QR0674  USGS QUAD   -  FAULKTON EAST (2017)
 QR0674
 QR0674                         *CURRENT SURVEY CONTROL
 QR0674  ______________________________________________________________________
 QR0674* NAD 83(1996) POSITION- 45 02 13.65890(N) 099 07 23.87781(W)   ADJUSTED
 QR0674  ______________________________________________________________________
 QR0674  GEOID HEIGHT    -        -23.618 (meters)                     GEOID18
 QR0674  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 QR0674  HORZ ORDER      -  THIRD
 QR0674
 QR0674.The horizontal coordinates were established by classical geodetic methods
 QR0674.and adjusted by the National Geodetic Survey in January 1998.
 QR0674
 QR0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0674.GEOID18 height accuracy estimate available here.
 QR0674
 QR0674.Click photographs - Photos may exist for this station.
 QR0674
 QR0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0674
 QR0674. The following values were computed from the NAD 83(1996) position.
 QR0674
 QR0674;                    North         East     Units Scale Factor Converg.
 QR0674;SPC SD N     -   134,142.477   669,074.857   MT  0.99993914   +0 37 13.7
 QR0674;SPC SD N     -   440,099.11  2,195,123.09   sFT  0.99993914   +0 37 13.7
 QR0674;UTM  14      - 4,987,082.199   490,288.400   MT  0.99960116   -0 05 14.1
 QR0674
 QR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9028887082(NAD 83)
 QR0674
 QR0674                          SUPERSEDED SURVEY CONTROL
 QR0674
 QR0674  NAD 83(1986)-  45 02 13.66134(N)    099 07 23.88751(W) AD(       ) 3
 QR0674  NAD 27      -  45 02 13.75600(N)    099 07 22.50000(W) AD(       ) 3
 QR0674
 QR0674.Superseded values are not recommended for survey control.
 QR0674
 QR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0674.See file dsdata.pdf to determine how the superseded data were derived.
 QR0674
 QR0674_MARKER: 53 = ELEVATED TANK
 QR0674
 QR0674  HISTORY     - Date     Condition        Report By
 QR0674  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0674  HISTORY     - 1935     GOOD             CGS
 QR0674
 QR0674                          STATION DESCRIPTION
 QR0674
 QR0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0674'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED
 QR0674'IN NE PART OF TOWN.  THIS TANK WAS BUILT IN 1915 AND IS 125 FEET
 QR0674'HIGH.
 QR0674'
 QR0674'STATION WAS OBSERVED UPON FROM WESLEY, BRILL, ZELL, GROVE, BALD, AND
 QR0674'FINLEY.
 QR0674
 QR0674                          STATION RECOVERY (1935)
 QR0674
 QR0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0674'THIS STATION IS THE CENTER OF THE FAULKTON MUNICIPAL WATER TANK.
 QR0674'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP WITH A
 QR0674'BALL AT THE TIP AND A LIGHT ABOVE THE BALL.  IT IS SUPPORTED BY
 QR0674'FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.  THE PLATFORM
 QR0674'RAILING AND THE TOP OF THE TANK ARE PAINTED WHITE AND THE REST
 QR0674'OF THE STRUCTURE IS PAINTED BLACK.  THE TANK IS ABOUT 115 FEET
 QR0674'HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1915.
 QR0674'
 QR0674'THE TANK IS AT THE NE CORNER OF FAULKTON, ABOUT 150 FEET E OF
 QR0674'THE MAIN STREET OF TOWN, ABOUT 100 FEET SW OF THE CHICAGO AND
 QR0674'NORTHWESTERN RAILROAD TRACK AND ABOUT 0.1 MILE N OF U.S. HIGHWAY
 QR0674'212.
 QR0674'
 QR0674'THE STATION WAS OBSERVED FROM WESLEY, BRILL, ZELL, GROVE, BALD,
 QR0674'AND FINLEY IN 1934 AND FROM LAFOON, ARCADE, ORIENT, PULASKI, AND
 QR0674'FAULKTON MAGNETIC IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0678 ***********************************************************************
 QR0678  DESIGNATION -  FAULKTON ST THOMAS CATH CHURCH
 QR0678  PID         -  QR0678
 QR0678  STATE/COUNTY-  SD/FAULK
 QR0678  COUNTRY     -  US
 QR0678  USGS QUAD   -  FAULKTON WEST (2017)
 QR0678
 QR0678                         *CURRENT SURVEY CONTROL
 QR0678  ______________________________________________________________________
 QR0678* NAD 83(1996) POSITION- 45 02 01.08298(N) 099 07 42.12355(W)   ADJUSTED
 QR0678  ______________________________________________________________________
 QR0678  GEOID HEIGHT    -        -23.614 (meters)                     GEOID18
 QR0678  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 QR0678  HORZ ORDER      -  THIRD
 QR0678
 QR0678.The horizontal coordinates were established by classical geodetic methods
 QR0678.and adjusted by the National Geodetic Survey in January 1998.
 QR0678
 QR0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0678.GEOID18 height accuracy estimate available here.
 QR0678
 QR0678.Click photographs - Photos may exist for this station.
 QR0678
 QR0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0678
 QR0678. The following values were computed from the NAD 83(1996) position.
 QR0678
 QR0678;                    North         East     Units Scale Factor Converg.
 QR0678;SPC SD N     -   133,749.991   668,679.726   MT  0.99993916   +0 37 00.8
 QR0678;SPC SD N     -   438,811.43  2,193,826.73   sFT  0.99993916   +0 37 00.8
 QR0678;UTM  14      - 4,986,694.754   489,888.586   MT  0.99960126   -0 05 27.0
 QR0678
 QR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8988886694(NAD 83)
 QR0678
 QR0678                          SUPERSEDED SURVEY CONTROL
 QR0678
 QR0678  NAD 83(1986)-  45 02 01.08389(N)    099 07 42.13366(W) AD(       ) 3
 QR0678  NAD 27      -  45 02 01.18700(N)    099 07 40.74700(W) AD(       ) 3
 QR0678
 QR0678.Superseded values are not recommended for survey control.
 QR0678
 QR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0678.See file dsdata.pdf to determine how the superseded data were derived.
 QR0678
 QR0678_MARKER: 91 = CHURCH CROSS
 QR0678
 QR0678  HISTORY     - Date     Condition        Report By
 QR0678  HISTORY     - 1935     FIRST OBSERVED   CGS
 QR0678
 QR0678                          STATION DESCRIPTION
 QR0678
 QR0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0678'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF ST. THOMAS
 QR0678'CATHOLIC CHURCH IN FAULKTON.  THE CHURCH IS A WHITE WOODEN
 QR0678'BUILDING WITH A SQUARE WHITE WOODEN TOWER AT THE N CENTER OVER
 QR0678'THE ENTRANCE.  THE UPPER PART OF THE TOWER IS A BELFRY WITH AN
 QR0678'ARCHED TOP OPEN WINDOW ON EACH SIDE.  THE TOWER IS SURMOUNTED
 QR0678'BY A SQUARE SHINGLE SPIRE WITH A PLAIN WOODEN CROSS AT THE TIP.
 QR0678'THE CROSS HAS A BALL AT THE BASE.  THE SPIRE IS ABOUT 60 FEET
 QR0678'HIGH AND IS QUITE PROMINENT.
 QR0678'
 QR0678'THE CHURCH IS IN THE WESTERN PART OF FAULKTON, DIAGONALLY
 QR0678'OPPOSITE (SE OF) THE FAULKTON HIGH SCHOOL, 1 BLOCK W OF THE
 QR0678'FAULK COUNTY COURTHOUSE, AND AT THE SE CORNER OF THE INTERSECTION
 QR0678'OF THE FIRST STREET S OF U.S. HIGHWAY 212 AND THE THIRD STREET W
 QR0678'OF THE MAIN STREET OF TOWN.
 QR0678'
 QR0678'THE STATION WAS OBSERVED FROM ORIENT, PULASKI, AND FAULKTON
 QR0678'MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0727 ***********************************************************************
 OT0727  DESIGNATION -  FAUSKE
 OT0727  PID         -  OT0727
 OT0727  STATE/COUNTY-  SD/JACKSON
 OT0727  COUNTRY     -  US
 OT0727  USGS QUAD   -  WALL SE (2017)
 OT0727
 OT0727                         *CURRENT SURVEY CONTROL
 OT0727  ______________________________________________________________________
 OT0727* NAD 83(1996) POSITION- 43 49 14.32495(N) 102 00 12.90110(W)   ADJUSTED
 OT0727* NAVD 88 ORTHO HEIGHT -   843.03  (+/-2cm)     2765.8   (feet) VERTCON3
 OT0727  ______________________________________________________________________
 OT0727  GEOID HEIGHT    -        -19.812 (meters)                     GEOID18
 OT0727  LAPLACE CORR    -         -7.69  (seconds)                    DEFLEC18
 OT0727  HORZ ORDER      -  FIRST
 OT0727  VERT ORDER      -  THIRD ? (See Below)
 OT0727
 OT0727.The horizontal coordinates were established by classical geodetic methods
 OT0727.and adjusted by the National Geodetic Survey in January 1998.
 OT0727
 OT0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0727
 OT0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0727.GEOID18 height accuracy estimate available here.
 OT0727
 OT0727.The vertical order pertains to the NGVD 29 superseded value.
 OT0727
 OT0727.Click photographs - Photos may exist for this station.
 OT0727
 OT0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0727
 OT0727. The following values were computed from the NAD 83(1996) position.
 OT0727
 OT0727;                    North         East     Units Scale Factor Converg.
 OT0727;SPC SD S     -   166,579.282   465,653.421   MT  0.99991309   -1 09 08.0
 OT0727;SPC SD S     -   546,518.86  1,527,731.27   sFT  0.99991309   -1 09 08.0
 OT0727;UTM  13      - 4,856,317.446   740,962.195   MT  1.00031421   +2 04 32.6
 OT0727;UTM  14      - 4,856,338.362   258,461.414   MT  1.00031763   -2 04 50.5
 OT0727
 OT0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0727!SPC SD S     -   0.99987093  x   0.99991309  =   0.99978403
 OT0727!UTM  13      -   0.99987093  x   1.00031421  =   1.00018510
 OT0727!UTM  14      -   0.99987093  x   1.00031763  =   1.00018852
 OT0727
 OT0727:                Primary Azimuth Mark                     Grid Az
 OT0727:SPC SD S     -  FAUSKE AZ MK                             087 37 09.6
 OT0727:UTM  13      -  FAUSKE AZ MK                             084 23 29.0
 OT0727:UTM  14      -  FAUSKE AZ MK                             088 32 52.1
 OT0727
 OT0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ4096256317(NAD 83)
 OT0727
 OT0727|---------------------------------------------------------------------|
 OT0727| PID    Reference Object                     Distance      Geod. Az  |
 OT0727|                                                           dddmmss.s |
 OT0727| CQ3716 FAUSKE RM 1                          37.539 METERS 00744     |
 OT0727| CQ3715 FAUSKE AZ MK                                       0862801.6 |
 OT0727| CQ3717 FAUSKE RM 2                          54.968 METERS 15739     |
 OT0727| OT0730 WALL MUNICIPAL TANK                 APPROX.27.1 KM 3150824.1 |
 OT0727| OT0731 QUINN MUNICIPAL TANK                APPROX.21.1 KM 3314409.0 |
 OT0727|---------------------------------------------------------------------|
 OT0727
 OT0727                          SUPERSEDED SURVEY CONTROL
 OT0727
 OT0727  NAD 83(1995)-  43 49 14.31732(N)    102 00 12.90379(W) AD(       ) 1
 OT0727  NAD 83(1986)-  43 49 14.31738(N)    102 00 12.90346(W) AD(       ) 1
 OT0727  NAD 27      -  43 49 14.34800(N)    102 00 11.35400(W) AD(       ) 1
 OT0727  NGVD 29             842.56   (m)         2764.3    (f) LEVELING    3  
 OT0727
 OT0727.Superseded values are not recommended for survey control.
 OT0727
 OT0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0727.See file dsdata.pdf to determine how the superseded data were derived.
 OT0727
 OT0727_MARKER: DS = TRIANGULATION STATION DISK
 OT0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0727_STAMPING: FAUSKE 1934
 OT0727_MARK LOGO: CGS
 OT0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0727+STABILITY: SURFACE MOTION
 OT0727
 OT0727  HISTORY     - Date     Condition        Report By
 OT0727  HISTORY     - 1934     MONUMENTED       CGS
 OT0727  HISTORY     - 1961     GOOD             CGS
 OT0727
 OT0727                          STATION DESCRIPTION
 OT0727
 OT0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0727'STATION IS 14 FEET E OF THE EDGE OF A BLUFF OVERLOOKING THE
 OT0727'BAD LANDS TO THE W AND S.  IT IS ABOUT 7 MILES N OF INTERIOR AND
 OT0727'2 MILES SE OF THE FAUSKE RANCH.  THE BLUFF ON WHICH THE STATION
 OT0727'IS LOCATED IS FLAT-TOPPED AND DROPS OFF ABRUPTLY TO THE W IN
 OT0727'BAD LAND FORMATIONS.  THE STATION IS IN SEC. 6, T 3 S, R 18 E.
 OT0727'
 OT0727'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 OT0727'BRONZE DISKS SET IN CONCRETE.
 OT0727'
 OT0727'REFERENCE MARK NO. 1 IS N AND NO. 2 IS SSE OF THE STATION.
 OT0727'
 OT0727'AZIMUTH MARK IS ABOUT 0.3 MILE E OF STATION.  IT IS UNDER A
 OT0727'FENCE LINE AND IS 111 FEET W OF A FENCE CORNER.
 OT0727'
 OT0727'ALL MARKS PROJECTS 6 INCHES.
 OT0727'
 OT0727'THE STATION IS REACHED FROM INTERIOR BY GOING E AND N ON STATE
 OT0727'HIGHWAY 40, 9.9 MILES TO A POINT WHERE HIGHWAY TURNS TO E AFTER
 OT0727'PASSING A SCHOOLHOUSE.  CONTINUE N ON A GRADED ROAD 1.0 MILE
 OT0727'TO A CROSSROADS.  TURN W AND FOLLOW A GRADED ROAD 4.0 MILES.
 OT0727'TURN S AND GO 0.6 MILE TO THE FAUSKE RANCH.  FROM RANCH FOLLOW
 OT0727'MAIN ROAD SE 2.2 MILES TO TOP OF BLUFFS, PLAINLY VISIBLE FROM
 OT0727'RANCH.  FROM TOP OF BLUFFS TURN W AND GO 0.3 MILE TO W EDGE OF
 OT0727'BLUFFS.  THE STATION IS LOCATED AT THIS POINT.
 OT0727
 OT0727                          STATION RECOVERY (1961)
 OT0727
 OT0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OT0727'STATION WAS FOUND BY RECONNAISSANCE DESCRIPTION WITH ALL MARKS
 OT0727'IN APPARENT GOOD CONDITION.  DIFFERENCES IN MEASUREMENTS AND
 OT0727'ANGLES WERE DOUBLE CHECKED IN THE FIELD.  A NEW DESCRIPTION
 OT0727'FOLLOWS BECAUSE OF CHANGES NOTED.
 OT0727'
 OT0727'STATION IS LOCATED, AIRLINE, ABOUT 13 MILES SOUTH-SOUTHEAST OF
 OT0727'QUINN, 11-1/4 MILES SOUTH-SOUTHWEST OF COTTONWOOD, AND 6-1/2 MILES
 OT0727'NORTH OF INTERIOR CLOSE TO THE NORTH LINE OF SECTION 6, T 3 S,
 OT0727'R 18 E, ON THE WEST EDGE OF A HIGH BLUFF, AT THE WEST EDGE OF
 OT0727'A CULTIVATED FIELD OVER LOOKING THE BAD LANDS TO THE WEST.
 OT0727'
 OT0727'TO REACH FROM THE POST OFFICE IN QUINN GO SOUTH ON THE MAIN
 OT0727'STREET 0.2 MILE TO U.S. HIGHWAY 14.  TURN LEFT AND GO EAST ON
 OT0727'U.S. HIGHWAY 14 FOR 3.5 MILES TO A GRAVEL CROSSROAD AND SIGN
 OT0727'CEDAR PASS 19.  TURN RIGHT AND GO SOUTH 4.8 MILES TO U.S.
 OT0727'INTERSTATE HIGHWAY 90.  CONTINUE STRAIGHT ACROSS, SOUTH, FOR 4.2
 OT0727'MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT ACROSS CATTLEGUARD
 OT0727'AND GO 2.0 MILES EAST TO A FARM ROAD ON THE RIGHT JUST AFTER
 OT0727'CROSSING CATTLEGUARD.  TURN RIGHT AND GO SOUTH 0.6 MILE TO
 OT0727'RANCH HOUSE AND BUILDINGS.  CONTINUE EAST, PASSING TO THE SOUTH
 OT0727'OF BARN AND CORRALS, 0.4 MILE TO FENCE CORNER AND CURVE.  TURN
 OT0727'RIGHT AND GO SOUTH ON TRACK ROAD 0.5 MILE TO FORK AND GATE
 OT0727'ON LEFT.  TURN LEFT THROUGH GATE AND GO SOUTHEAST 0.8 MILE ON
 OT0727'TRACK ROAD TO GATE AND USE MARK 2668.7 ON THE LEFT.  PASS
 OT0727'THROUGH GATE AND CONTINUE SOUTH 0.5 MILE TO FORK AND GATE
 OT0727'AT TOP OF RIDGE.  (THE AZIMUTH MARK IS IN THE FENCELINE JUST
 OT0727'WEST OF THE GATE.) TURN RIGHT AND GO WEST 0.1 MILE TO GATE.
 OT0727'PASS THROUGH GATE SOUTH THEN CONTINUE WEST AROUND THE
 OT0727'PERIMETER OF THE FIELD 0.35 MILE TO THE STATION ON THE RIGHT.
 OT0727'
 OT0727'THE STATION MARK, A STANDARD DISK STAMPED FAUSKE 1934 SET IN
 OT0727'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 OT0727'ABOVE GROUND, IS 28.8 FEET NORTH OF FENCE LEADING DOWN FACE OF
 OT0727'BLUFF, AND 13.0 FEET EAST OF THE TOP EDGE OF BLUFF.
 OT0727'
 OT0727'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED FAUSKE NO 1
 OT0727'1934 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 OT0727'PROJECTING 4 INCHES ABOVE GROUND, IS 9 FEET EAST OF TOP OF BLUFF,
 OT0727'4 FEET WEST OF TRACK ROAD AROUND FIELD, AND AT THE SAME ELEVATION
 OT0727'AS THE STATION.
 OT0727'
 OT0727'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED FAUSKE NO 2
 OT0727'1934 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 OT0727'PROJECTING 8 INCHES ABOVE GROUND, IS 10.8 FEET NORTHEAST OF EDGE
 OT0727'OF BLUFF, 11.2 FEET EAST-SOUTHEAST OF BRACED FENCE POST, AND AT
 OT0727'THE SAME ELEVATION AS THE STATION.
 OT0727'
 OT0727'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED FAUSKE
 OT0727'AZIMUTH 1934 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 OT0727'PROJECTING 6 INCHES ABOVE GROUND, IS 100 FEET WEST OF THE CENTER
 OT0727'OF A WIRE GATE, AND 1 FOOT SOUTH OF A WIRE FENCE, JUST WEST
 OT0727'OF FENCEPOST PAINTED WHITE 2753.9.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0915 ***********************************************************************
 PR0915  DESIGNATION -  FEDORA HIGHEST LARGEST ELEV
 PR0915  PID         -  PR0915
 PR0915  STATE/COUNTY-  SD/MINER
 PR0915  COUNTRY     -  US
 PR0915  USGS QUAD   -  FEDORA (2017)
 PR0915
 PR0915                         *CURRENT SURVEY CONTROL
 PR0915  ______________________________________________________________________
 PR0915* NAD 83(1996) POSITION- 44 00 30.46909(N) 097 47 37.39375(W)   ADJUSTED
 PR0915  ______________________________________________________________________
 PR0915  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 PR0915  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 PR0915  HORZ ORDER      -  THIRD
 PR0915
 PR0915.The horizontal coordinates were established by classical geodetic methods
 PR0915.and adjusted by the National Geodetic Survey in January 1998.
 PR0915
 PR0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0915.GEOID18 height accuracy estimate available here.
 PR0915
 PR0915.Click photographs - Photos may exist for this station.
 PR0915
 PR0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0915
 PR0915. The following values were computed from the NAD 83(1996) position.
 PR0915
 PR0915;                    North         East     Units Scale Factor Converg.
 PR0915;SPC SD S     -   189,208.557   803,617.733   MT  0.99993001   +1 45 07.0
 PR0915;SPC SD S     -   620,761.74  2,636,535.85   sFT  0.99993001   +1 45 07.0
 PR0915;UTM  14      - 4,873,520.152   596,698.898   MT  0.99971500   +0 50 17.3
 PR0915
 PR0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9669873520(NAD 83)
 PR0915
 PR0915                          SUPERSEDED SURVEY CONTROL
 PR0915
 PR0915  NAD 83(1986)-  44 00 30.48731(N)    097 47 37.32329(W) AD(       ) 3
 PR0915  NAD 27      -  44 00 30.57000(N)    097 47 36.08000(W) AD(       ) 3
 PR0915  USSD        -  44 00 30.73000(N)    097 47 36.49000(W) AD(       ) 3
 PR0915
 PR0915.Superseded values are not recommended for survey control.
 PR0915
 PR0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0915.See file dsdata.pdf to determine how the superseded data were derived.
 PR0915
 PR0915_MARKER: 65 = GRAIN ELEVATOR
 PR0915
 PR0915  HISTORY     - Date     Condition        Report By
 PR0915  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0915  HISTORY     - 1935     GOOD             CGS
 PR0915
 PR0915                          STATION DESCRIPTION
 PR0915
 PR0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0915'THIS IS THE FARMERS ELEVATOR LOCATED OPPOSITE THE RAILROAD
 PR0915'STATION.  IT IS STILL STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0941 ***********************************************************************
 PU0941  DESIGNATION -  FEE
 PU0941  PID         -  PU0941
 PU0941  STATE/COUNTY-  SD/MEADE
 PU0941  COUNTRY     -  US
 PU0941  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0941
 PU0941                         *CURRENT SURVEY CONTROL
 PU0941  ______________________________________________________________________
 PU0941* NAD 83(1986) POSITION- 44 32 41.     (N) 102 49 28.     (W)   SCALED
 PU0941* NAVD 88 ORTHO HEIGHT -   852.951 (meters)     2798.39  (feet) ADJUSTED
 PU0941  ______________________________________________________________________
 PU0941  GEOID HEIGHT    -        -17.810 (meters)                     GEOID18
 PU0941  DYNAMIC HEIGHT  -        852.725 (meters)     2797.65  (feet) COMP
 PU0941  MODELED GRAVITY -    980,323.0   (mgal)                       NAVD 88
 PU0941
 PU0941  VERT ORDER      -  FIRST     CLASS II
 PU0941
 PU0941.The horizontal coordinates were scaled from a map and have
 PU0941.an estimated accuracy of +/- 6 seconds.
 PU0941
 PU0941.The orthometric height was determined by differential leveling and
 PU0941.adjusted by the NATIONAL GEODETIC SURVEY
 PU0941.in October 1997.
 PU0941
 PU0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0941.GEOID18 height accuracy estimate available here.
 PU0941
 PU0941.Click photographs - Photos may exist for this station.
 PU0941
 PU0941.The dynamic height is computed by dividing the NAVD 88
 PU0941.geopotential number by the normal gravity value computed on the
 PU0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0941.degrees latitude (g = 980.6199 gals.).
 PU0941
 PU0941.The modeled gravity was interpolated from observed gravity values.
 PU0941
 PU0941;                    North         East    Units  Estimated Accuracy
 PU0941;SPC SD N     -    82,970.      375,600.      MT  (+/- 180 meters Scaled)
 PU0941
 PU0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK728346(NAD 83)
 PU0941
 PU0941                          SUPERSEDED SURVEY CONTROL
 PU0941
 PU0941  NAVD 88 (06/15/91)  852.895  (m)         2798.21   (f) SUPERSEDED  1 2
 PU0941  NGVD 29 (??/??/92)  852.438  (m)         2796.71   (f) ADJ UNCH    1 2
 PU0941
 PU0941.Superseded values are not recommended for survey control.
 PU0941
 PU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0941.See file dsdata.pdf to determine how the superseded data were derived.
 PU0941
 PU0941_MARKER: DS = TRIANGULATION STATION DISK
 PU0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0941_STAMPING: FEE 1962
 PU0941_MARK LOGO: CGS
 PU0941_PROJECTION: FLUSH
 PU0941_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0941+STABILITY: SURFACE MOTION
 PU0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0941+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 PU0941
 PU0941  HISTORY     - Date     Condition        Report By
 PU0941  HISTORY     - 1962     MONUMENTED       CGS
 PU0941  HISTORY     - 19950524 GOOD             NGS
 PU0941
 PU0941                          STATION DESCRIPTION
 PU0941
 PU0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0941'17.8 MI E FROM VOLUNTEER.
 PU0941'16.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0941'VOLUNTEER, THENCE 1.5 MILES NORTH ALONG A GRAVEL ROAD, AT THE
 PU0941'SUMMIT OF A HILL, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0941'3.3 FEET EAST OF A FENCE, 4.6 FEET NORTHEAST OF A WITNESS POST,
 PU0941'43.1 FEET SOUTH OF REFERENCE MARK 1, 61.5 FEET WEST AND ACROSS
 PU0941'THE ROAD FROM REFERENCE MARK 2, ABOUT 1 1/2 FEET HIGHER THAN
 PU0941'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 PU0941
 PU0941                          STATION RECOVERY (1995)
 PU0941
 PU0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0941'13.6 KM (8.45 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0941'IN UNION CENTER, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG COUNTY ROAD
 PU0941'23 T, 18.7 M (61.4 FT) WEST OF REFERENCE MARK 2, 13.2 M (43.3 FT)
 PU0941'SOUTH OF REFERENCE MARK 1, 8.6 M (28.2 FT) WEST OF THE ROAD CENTER,
 PU0941'1.5 M (4.9 FT) NORTHEAST OF A WITNESS POST, 1.0 M (3.3 FT) EAST OF A
 PU0941'FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 PU0941'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0940 ***********************************************************************
 PU0940  DESIGNATION -  FEE RM 1
 PU0940  PID         -  PU0940
 PU0940  STATE/COUNTY-  SD/MEADE
 PU0940  COUNTRY     -  US
 PU0940  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0940
 PU0940                         *CURRENT SURVEY CONTROL
 PU0940  ______________________________________________________________________
 PU0940* NAD 83(1986) POSITION- 44 32 42.     (N) 102 49 28.     (W)   SCALED
 PU0940* NAVD 88 ORTHO HEIGHT -   852.666 (meters)     2797.46  (feet) ADJUSTED
 PU0940  ______________________________________________________________________
 PU0940  GEOID HEIGHT    -        -17.810 (meters)                     GEOID18
 PU0940  DYNAMIC HEIGHT  -        852.439 (meters)     2796.71  (feet) COMP
 PU0940  MODELED GRAVITY -    980,323.0   (mgal)                       NAVD 88
 PU0940
 PU0940  VERT ORDER      -  FIRST     CLASS II
 PU0940
 PU0940.The horizontal coordinates were scaled from a map and have
 PU0940.an estimated accuracy of +/- 6 seconds.
 PU0940
 PU0940.The orthometric height was determined by differential leveling and
 PU0940.adjusted by the NATIONAL GEODETIC SURVEY
 PU0940.in October 1997.
 PU0940
 PU0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0940.GEOID18 height accuracy estimate available here.
 PU0940
 PU0940.Click photographs - Photos may exist for this station.
 PU0940
 PU0940.The dynamic height is computed by dividing the NAVD 88
 PU0940.geopotential number by the normal gravity value computed on the
 PU0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0940.degrees latitude (g = 980.6199 gals.).
 PU0940
 PU0940.The modeled gravity was interpolated from observed gravity values.
 PU0940
 PU0940;                    North         East    Units  Estimated Accuracy
 PU0940;SPC SD N     -    83,000.      375,600.      MT  (+/- 180 meters Scaled)
 PU0940
 PU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK728347(NAD 83)
 PU0940
 PU0940                          SUPERSEDED SURVEY CONTROL
 PU0940
 PU0940  NAVD 88 (06/15/91)  852.580  (m)         2797.17   (f) SUPERSEDED  1 2
 PU0940  NGVD 29 (??/??/92)  852.122  (m)         2795.67   (f) ADJ UNCH    1 2
 PU0940
 PU0940.Superseded values are not recommended for survey control.
 PU0940
 PU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0940.See file dsdata.pdf to determine how the superseded data were derived.
 PU0940
 PU0940_MARKER: DR = REFERENCE MARK DISK
 PU0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0940_STAMPING: FEE NO 1 1962
 PU0940_MARK LOGO: CGS
 PU0940_PROJECTION: FLUSH
 PU0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0940+STABILITY: SURFACE MOTION
 PU0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0940+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 PU0940
 PU0940  HISTORY     - Date     Condition        Report By
 PU0940  HISTORY     - 1962     MONUMENTED       CGS
 PU0940  HISTORY     - 19950524 GOOD             NGS
 PU0940
 PU0940                          STATION DESCRIPTION
 PU0940
 PU0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0940'17.8 MI E FROM VOLUNTEER.
 PU0940'16.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0940'VOLUNTEER, THENCE 1.5 MILES NORTH, AT THE SUMMIT OF A HILL,
 PU0940'32 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST
 PU0940'OF A FENCE, 46.5 FEET NORTH OF A WITNESS POST, 43.1 FEET NORTH
 PU0940'OF THE STATION, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD AND IN
 PU0940'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 PU0940
 PU0940                          STATION RECOVERY (1995)
 PU0940
 PU0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0940'13.6 KM (8.45 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0940'IN UNION CENTER, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG COUNTY ROAD
 PU0940'23 T, 13.2 M (43.3 FT) NORTH OF TRIANGULATION STATION FEE, 9.2 M (30.2
 PU0940'FT) WEST OF THE ROAD CENTER, 0.3 M (1.0 FT) EAST OF A FENCE, 0.3 M
 PU0940'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 PU0940'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0942 ***********************************************************************
 PU0942  DESIGNATION -  FEE RM 2
 PU0942  PID         -  PU0942
 PU0942  STATE/COUNTY-  SD/MEADE
 PU0942  COUNTRY     -  US
 PU0942  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0942
 PU0942                         *CURRENT SURVEY CONTROL
 PU0942  ______________________________________________________________________
 PU0942* NAD 83(1986) POSITION- 44 32 41.     (N) 102 49 27.     (W)   SCALED
 PU0942* NAVD 88 ORTHO HEIGHT -   853.078 (meters)     2798.81  (feet) ADJUSTED
 PU0942  ______________________________________________________________________
 PU0942  GEOID HEIGHT    -        -17.810 (meters)                     GEOID18
 PU0942  DYNAMIC HEIGHT  -        852.851 (meters)     2798.06  (feet) COMP
 PU0942  MODELED GRAVITY -    980,323.0   (mgal)                       NAVD 88
 PU0942
 PU0942  VERT ORDER      -  FIRST     CLASS II
 PU0942
 PU0942.The horizontal coordinates were scaled from a map and have
 PU0942.an estimated accuracy of +/- 6 seconds.
 PU0942
 PU0942.The orthometric height was determined by differential leveling and
 PU0942.adjusted by the NATIONAL GEODETIC SURVEY
 PU0942.in October 1997.
 PU0942
 PU0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0942.GEOID18 height accuracy estimate available here.
 PU0942
 PU0942.Click photographs - Photos may exist for this station.
 PU0942
 PU0942.The dynamic height is computed by dividing the NAVD 88
 PU0942.geopotential number by the normal gravity value computed on the
 PU0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0942.degrees latitude (g = 980.6199 gals.).
 PU0942
 PU0942.The modeled gravity was interpolated from observed gravity values.
 PU0942
 PU0942;                    North         East    Units  Estimated Accuracy
 PU0942;SPC SD N     -    82,970.      375,620.      MT  (+/- 180 meters Scaled)
 PU0942
 PU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK728346(NAD 83)
 PU0942
 PU0942                          SUPERSEDED SURVEY CONTROL
 PU0942
 PU0942  NAVD 88 (06/15/91)  853.023  (m)         2798.63   (f) SUPERSEDED  1 2
 PU0942  NGVD 29 (??/??/92)  852.566  (m)         2797.13   (f) ADJ UNCH    1 2
 PU0942
 PU0942.Superseded values are not recommended for survey control.
 PU0942
 PU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0942.See file dsdata.pdf to determine how the superseded data were derived.
 PU0942
 PU0942_MARKER: DR = REFERENCE MARK DISK
 PU0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0942_STAMPING: FEE NO 2 1962
 PU0942_MARK LOGO: CGS
 PU0942_PROJECTION: FLUSH
 PU0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0942+STABILITY: SURFACE MOTION
 PU0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0942+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 PU0942
 PU0942  HISTORY     - Date     Condition        Report By
 PU0942  HISTORY     - 1962     MONUMENTED       CGS
 PU0942  HISTORY     - 19950524 GOOD             NGS
 PU0942
 PU0942                          STATION DESCRIPTION
 PU0942
 PU0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0942'17.8 MI E FROM VOLUNTEER.
 PU0942'16.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0942'VOLUNTEER, THENCE 1.5 MILES NORTH ALONG A GRAVEL ROAD, AT THE
 PU0942'SUMMIT OF A HILL, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0942'12 FEET NORTHWEST OF THE NORTH END OF A GATE, 1 1/2 FEET NORTHWEST
 PU0942'OF A FENCE CORNER POST, 1.0 FOOT WEST OF A FENCE, 61.5 FEET
 PU0942'EAST AND ACROSS THE ROAD FROM THE STATION, 1 1/2 FEET HIGHER
 PU0942'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0942'0.1 FOOT.
 PU0942
 PU0942                          STATION RECOVERY (1995)
 PU0942
 PU0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0942'13.6 KM (8.45 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0942'IN UNION CENTER, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG COUNTY ROAD
 PU0942'23 T, 18.7 M (61.4 FT) EAST OF TRIANGULATION STATION FEE, 10.3 M (33.8
 PU0942'FT) EAST OF THE ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PU0942'ROAD, 0.4 M (1.3 FT) WEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 PU0942'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0294 ***********************************************************************
 PT0294  DESIGNATION -  FERRY
 PT0294  PID         -  PT0294
 PT0294  STATE/COUNTY-  SD/STANLEY
 PT0294  COUNTRY     -  US
 PT0294  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0294
 PT0294                         *CURRENT SURVEY CONTROL
 PT0294  ______________________________________________________________________
 PT0294* NAD 83(1996) POSITION- 44 24 34.48508(N) 100 31 22.41194(W)   ADJUSTED
 PT0294* NAVD 88 ORTHO HEIGHT -   575.465 (meters)     1888.00  (feet) ADJUSTED
 PT0294  ______________________________________________________________________
 PT0294  GEOID HEIGHT    -        -23.172 (meters)                     GEOID18
 PT0294  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 PT0294  DYNAMIC HEIGHT  -        575.343 (meters)     1887.60  (feet) COMP
 PT0294  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 PT0294
 PT0294  HORZ ORDER      -  SECOND
 PT0294  VERT ORDER      -  FIRST     CLASS II
 PT0294
 PT0294.The horizontal coordinates were established by classical geodetic methods
 PT0294.and adjusted by the National Geodetic Survey in January 1998.
 PT0294
 PT0294.The orthometric height was determined by differential leveling and
 PT0294.adjusted by the NATIONAL GEODETIC SURVEY
 PT0294.in June 1991.
 PT0294
 PT0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0294.GEOID18 height accuracy estimate available here.
 PT0294
 PT0294.Click photographs - Photos may exist for this station.
 PT0294
 PT0294.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0294
 PT0294.The dynamic height is computed by dividing the NAVD 88
 PT0294.geopotential number by the normal gravity value computed on the
 PT0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0294.degrees latitude (g = 980.6199 gals.).
 PT0294
 PT0294.The modeled gravity was interpolated from observed gravity values.
 PT0294
 PT0294. The following values were computed from the NAD 83(1996) position.
 PT0294
 PT0294;                    North         East     Units Scale Factor Converg.
 PT0294;SPC SD S     -   230,681.287   584,901.163   MT  1.00000230   -0 07 50.8
 PT0294;SPC SD S     -   756,826.86  1,918,963.23   sFT  1.00000230   -0 07 50.8
 PT0294;UTM  14      - 4,918,493.323   378,746.218   MT  0.99978081   -1 03 57.0
 PT0294
 PT0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0294!SPC SD S     -   0.99991341  x   1.00000230  =   0.99991571
 PT0294!UTM  14      -   0.99991341  x   0.99978081  =   0.99969424
 PT0294
 PT0294:                Primary Azimuth Mark                     Grid Az
 PT0294:SPC SD S     -  PIERRE S DAK STATE POLICE MAST           083 35 24.7
 PT0294:UTM  14      -  PIERRE S DAK STATE POLICE MAST           084 31 30.9
 PT0294
 PT0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7874618493(NAD 83)
 PT0294
 PT0294|---------------------------------------------------------------------|
 PT0294| PID    Reference Object                     Distance      Geod. Az  |
 PT0294|                                                           dddmmss.s |
 PT0294| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX.13.5 KM 0832733.9 |
 PT0294| PT0297 FERRY RM 3                           12.241 METERS 09050     |
 PT0294| PT0293 FERRY AZ MK                                        1360525.9 |
 PT0294| PT0298 U 331                                              1362029.5 |
 PT0294| PT0296 FERRY RM 2                           11.360 METERS 19529     |
 PT0294| PT0295 FERRY RM 1                           11.905 METERS 30253     |
 PT0294|---------------------------------------------------------------------|
 PT0294
 PT0294                          SUPERSEDED SURVEY CONTROL
 PT0294
 PT0294  NAD 83(1986)-  44 24 34.48016(N)    100 31 22.41513(W) AD(       ) 2
 PT0294  NAD 27      -  44 24 34.54800(N)    100 31 20.91600(W) AD(       ) 2
 PT0294  NGVD 29 (??/??/92)  575.078  (m)         1886.74   (f) ADJ UNCH    1 2
 PT0294  NGVD 29             575.09   (m)         1886.8    (f) LEVELING    3  
 PT0294
 PT0294.Superseded values are not recommended for survey control.
 PT0294
 PT0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0294.See file dsdata.pdf to determine how the superseded data were derived.
 PT0294
 PT0294_MARKER: DS = TRIANGULATION STATION DISK
 PT0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0294_STAMPING: FERRY 1945
 PT0294_MARK LOGO: CGS
 PT0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0294+STABILITY: SURFACE MOTION
 PT0294
 PT0294  HISTORY     - Date     Condition        Report By
 PT0294  HISTORY     - 1945     MONUMENTED       CGS
 PT0294  HISTORY     - 1948     GOOD             CGS
 PT0294  HISTORY     - 1949     GOOD             CGS
 PT0294  HISTORY     - 1951     GOOD             CGS
 PT0294  HISTORY     - 1951     GOOD             CGS
 PT0294  HISTORY     - 1952     GOOD             CGS
 PT0294  HISTORY     - 1963     GOOD             USFS
 PT0294
 PT0294                          STATION DESCRIPTION
 PT0294
 PT0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT0294'STATION IS LOCATED ABOUT 9.5 MILES NW OF THE CITY OF FORT
 PT0294'PIERRE AND 0.5 MILE N OF U.S. HIGHWAY 14.  IT IS LOCATED NEAR
 PT0294'THE SUMMIT OF A PROMINENT RIDGE AND ABOUT 20 FEET N OF THE
 PT0294'S BLUFF OF THE RIDGE.
 PT0294'
 PT0294'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 PT0294'TOP OF CONCRETE POSTS.  SURFACE MARK PROJECTS 3 INCHES AND THE
 PT0294'DISK IS STAMPED FERRY 1945.
 PT0294'
 PT0294'A THOROUGH SEARCH WAS MADE FOR STATION FERRY (MO.R.C.) BUT
 PT0294'IT COULD NOT BE FOUND.
 PT0294'
 PT0294'REFERENCE MARK 1 IS 37.27 FEET SSE OF THE STATION, NEAR THE
 PT0294'EDGE OF THE BLUFF, AND ON THE SAME ELEVATION AS THE STATION
 PT0294'MARK.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 PT0294'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT0294'FERRY NO 1 1945.
 PT0294'
 PT0294'REFERENCE MARK 2 IS 39.04 FEET W OF THE STATION, NEAR THE
 PT0294'EDGE OF THE BLUFF, AND ON THE SAME ELEVATION AS THE STATION
 PT0294'MARK.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 PT0294'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT0294'FERRY NO 2 1945.
 PT0294'
 PT0294'AZIMUTH MARK IS 0.6 MILE SE OF THE STATION AND NEAR THE SE
 PT0294'CORNER OF FENCED PASTURE LAND.  IT IS 82 FEET N OF THE APPROXIMATE
 PT0294'CENTER LINE OF U.S. HIGHWAY 14, 45 FEET N OF A WIRE GATE, AND
 PT0294'14 FEET W OF A N-S FENCE LINE.  THE DISK IS SET IN A DRILLED
 PT0294'HOLE IN THE E ONE OF TWO CONCRETE SLABS THAT ARE 6 FEET LONG,
 PT0294'4-1/2 FEET WIDE, AND 1 FOOT THICK.  THE DISK IS SET 2 FEET
 PT0294'SE OF THE NW EDGE OF THE CONCRETE SLAB AND IS STAMPED FERRY
 PT0294'1945.
 PT0294'
 PT0294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 PT0294'AND 14 IN THE W SECTION OF THE CITY OF FORT PIERRE, GO NW ON
 PT0294'U.S. HIGHWAY 14 FOR 8.7 MILES TO A WIRE GATE INTO PASTURE
 PT0294'LAND ON THE RIGHT.  PASS THROUGH GATE AND THE AZIMUTH MARK IS
 PT0294'ON THE RIGHT AS DESCRIBED.  CONTINUE ACROSS PASTURE IN A NW
 PT0294'DIRECTION FOR 0.8 MILE TO THE SUMMIT OF THE RIDGE AND THE
 PT0294'STATION AS DESCRIBED.
 PT0294'
 PT0294'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 PT0294
 PT0294                          STATION RECOVERY (1948)
 PT0294
 PT0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0294'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 PT0294'GOOD CONDITION, EXCEPT FOR REFERENCE MARK NO. 1, WHICH HAS
 PT0294'DETERIORATED, DUE TO EROSION.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 PT0294'BY THIS PARTY.  SURFACE, UNDERGROUND,
 PT0294'AND REFERENCE MARKS ARE AS DESCRIBED.
 PT0294'
 PT0294'THE DISTANCES AND DIRECTIONS TO THE TWO ORIGINAL REFERENCE MARKS
 PT0294'HAD OBVIOUSLY BEEN INTERCHANGED, HENCE THE DISCREPENCY BETWEEN
 PT0294'THE TWO OBSERVATIONS.
 PT0294'
 PT0294'THE ORIGINAL DESCRIPTION WAS ADEQUATE, BUT SINCE THERE HAVE
 PT0294'BEEN CHANGES IN THE HIGHWAY, A COMPLETE NEW DESCRIPTION FOLLOWS--
 PT0294'
 PT0294'STATION IS LOCATED ABOUT 9.5 MILES NORTHWEST OF THE CITY OF
 PT0294'FORT PIERRE, ON LAND OWNED BY MRS. NAN SMITH AND MR. JAMES D.
 PT0294'SMITH, AND IS ON A HIGH RIDGE, ABOUT 20 FEET NORTH OF THE
 PT0294'SOUTH BLUFF OF THE RIDGE.  THE MARK PROJECTS ABOUT 6 INCHES,
 PT0294'AND THE DISK IS STAMPED FERRY 1945.
 PT0294'
 PT0294'REFERENCE MARK NO. 1 IS 39.06 FEET WEST OF THE STATION, NEAR
 PT0294'THE EDGE OF THE BLUFF, AND AT ABOUT THE SAME ELEVATION AS
 PT0294'THE STATION MARK.  THE MARK PROJECTS ABOUT 3 INCHES, AND THE
 PT0294'DISK IS STAMPED FERRY NO 1 1945.
 PT0294'
 PT0294'REFERENCE MARK NO. 2 IS 37.27 FEET SOUTH-SOUTHEAST OF THE
 PT0294'STATION, NEAR THE EDGE OF THE BLUFF, AND AT ABOUT THE SAME
 PT0294'ELEVATION AS THE STATION MARK.  THE MARK PROJECTS ABOUT 4
 PT0294'INCHES AND THE DISK IS STAMPED FERRY NO 2 1945.
 PT0294'
 PT0294'REFERENCE MARK NO. 3 IS 40.16 FEET SOUTHEAST OF THE STATION,
 PT0294'AND AT ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE
 PT0294'MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED FERRY
 PT0294'NO 3 1945.
 PT0294'
 PT0294'AZIMUTH MARK IS 0.6 MILE SOUTHEAST OF THE STATION, 82 FEET
 PT0294'NORTH OF THE CENTER OF A GRAVELED ROAD (OLD U.S. HIGHWAY 14),
 PT0294'45 FEET NORTH OF A WIRE GATE, AND 14 FEET WEST OF A NORTH-SOUTH
 PT0294'FENCE LINE.  THE DISK IS SET IN WESTERNMOST OF TWO CONCRETE
 PT0294'SLABS, AND IS STAMPED FERRY 1945.
 PT0294'
 PT0294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 PT0294'AND 14, SOUTH OF THE MISSOURI RIVER BRIDGE BETWEEN PIERRE
 PT0294'AND FORT PIERRE, GO WESTERLY ON U.S. HIGHWAY 14 ACROSS TRACKS,
 PT0294'FOR 2.3 MILES TO TOP OF HILL AND CROSSROADS, TURN RIGHT ON
 PT0294'GRAVEL ROAD AND CONTINUE FOR 5.2 MILES TO A WIRE GATE INTO
 PT0294'A PASTURE AT THE RIGHT, AND AZIMUTH MARK AS DESCRIBED.  CONTINUE
 PT0294'ACROSS PASTURE NORTHWESTERLY FOR 0.95 MILE TO THE HIGHEST
 PT0294'POINT AND STATION.
 PT0294
 PT0294                          STATION RECOVERY (1949)
 PT0294
 PT0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PT0294'9.4 MI NW FROM FORT PERRY.
 PT0294'8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE
 PT0294'COURTHOUSE AT FORT PIERRE, TO A WIRE GATE WHICH IS AT A FENCE
 PT0294'CORNER, THENCE 1.0 MILE NORTHWEST ACROSS A PASTURE, AT THE
 PT0294'HIGHEST POINT IN THE VICINITY, 20 FEET NORTH OF THE SOUTH EDGE
 PT0294'OF A BLUFF, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0294'0.6 FOOT ABOVE THE GROUND.
 PT0294
 PT0294                          STATION RECOVERY (1951)
 PT0294
 PT0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 PT0294'8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE
 PT0294'COURTHOUSE AT FORT PIERRE, THENCE 1.0 MILE NORTHWEST ACROSS
 PT0294'A PASTURE, AT THE HIGHEST POINT IN THE VICINITY, 20 FEET NORTH
 PT0294'OF THE SOUTH EDGE OF A BLUFF, A TRIANGULATION STATION DISK
 PT0294'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 PT0294'ABOVE THE GROUND, STAMPED FERRY 1945.
 PT0294'
 PT0294'FERRY R.M. 1 IS 39 FEET WEST OF TRIANGULATION STATION FERRY
 PT0294'1945, AT THE HIGHEST POINT IN THE VICINITY, NEAR THE EDGE
 PT0294'OF A BLUFF, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 PT0294'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED FERRY
 PT0294'NO 1 1945.
 PT0294'
 PT0294'FERRY R.M. 2 IS 37 FEET SOUTHEAST OF TRIANGULATION STATION
 PT0294'FERRY 1945, AT THE HIGHEST POINT IN THE VICINITY, NEAR THE
 PT0294'EDGE OF A BLUFF, A REFERENCE MARK DISK SET IN THE TOP OF A
 PT0294'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED
 PT0294'FERRY NO 2 1945.
 PT0294'
 PT0294'FERRY R.M. 3 IS 40 FEET EAST OF TRIANGULATION STATION FERRY
 PT0294'1945, ON THE HIGHEST POINT IN THE VICINITY, A REFERENCE MARK DISK
 PT0294'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 PT0294'ABOVE THE GROUND, STAMPED FERRY NO 3 1948.
 PT0294'
 PT0294'FERRY 1945 AZIMUTH IS 1.0 MILE SOUTHEAST OF TRIANGULATION
 PT0294'STATION FERRY 1945, 8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY
 PT0294'14 FROM THE COURTHOUSE AT FORT PIERRE, 82 FEET NORTH OF THE
 PT0294'CENTER LINE OF A GRAVELED ROAD, 45 FEET NORTH OF A WIRE GATE,
 PT0294'14 FEET WEST OF A NORTH AND SOUTH FENCE, AN AZIMUTH MARK DISK
 PT0294'SET IN THE TOP OF THE MOST EASTERLY ONE OF TWO CONCRETE SLABS,
 PT0294'STAMPED FERRY 1945.
 PT0294
 PT0294                          STATION RECOVERY (1951)
 PT0294
 PT0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0294'RECOVERED IN GOOD CONDITION.
 PT0294
 PT0294                          STATION RECOVERY (1952)
 PT0294
 PT0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT0294'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN
 PT0294'GOOD CONDITION.  REFERENCE MARK 3 IS LOOSE IN THE GROUND.
 PT0294'THE AZIMUTH MARK COULD NOT BE FOUND.  U.S. COAST AND GEODETIC
 PT0294'SURVEY BENCH MARK U 331 WAS USED AS THE AZIMUTH MARK.  A
 PT0294'NEW DESCRIPTION FOLLOWS.
 PT0294'
 PT0294'THE STATION IS 9.5 MILES NORTHWEST OF THE CITY OF FORT PIERRE,
 PT0294'2 MILES NORTH OF U.S. HIGHWAY 14, ON THE SUMMIT OF A PROMINENT
 PT0294'RIDGE AND ON LAND OWNED BY MRS NAN SMITH AND MR. JAMES D.
 PT0294'SMITH.
 PT0294'
 PT0294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 PT0294'AND 14, SOUTH OF THE MISSOURI RIVER BRIDGE BETWEEN PIERRE AND
 PT0294'FORT PIERRE, GO WESTERLY ON U.S. HIGHWAY 14 FOR 2.3 MILES TO
 PT0294'THE TOP OF A LONG HILL AND A CROSS ROAD, TURN RIGHT, NORTH
 PT0294'AND WEST ON THE MAIN GRAVELED ROAD FOR 5.2 MILES TO A TRACK
 PT0294'ROAD ON THE RIGHT, A WIRE GATE AND THE AZIMUTH MARK AS
 PT0294'DESCRIBED, TURN RIGHT (NORTH) GO THROUGH GATE AND PROCEED
 PT0294'NORTH-NORTHWEST ACROSS PASTURE LAND FOR 0.8 MILE TO THE
 PT0294'SUMMIT OF A HILL AND THE STATION AS DESCRIBED.
 PT0294'
 PT0294'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 PT0294'FERRY 1945
 PT0294'
 PT0294'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT0294'FERRY NO 1 1945.
 PT0294'
 PT0294'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT0294'FERRY NO 2 1945.
 PT0294'
 PT0294'REFERENCE MARK 3 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PT0294'FERRY NO 3 1945.
 PT0294'
 PT0294'THE U.S. COAST AND GEODETIC BENCH MARK (AZIMUTH MARK) IS 65
 PT0294'FEET WEST OF A TELEPHONE POLE, 34 FEET NORTH OF THE CENTER OF
 PT0294'THE GRAVELED ROAD, 28 FEET WEST OF THE CENTER OF A TRACK
 PT0294'ROAD, 2 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 1.5
 PT0294'FEET EAST OF A FENCE CORNER.  IT IS A STANDARD U.S. COAST
 PT0294'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 10-INCH
 PT0294'CONCRETE CYLINDER.  THE MARK PROJECTS 1-INCH AND THE DISK IS
 PT0294'STAMPED U 331 1949.
 PT0294'
 PT0294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PT0294
 PT0294                          STATION RECOVERY (1963)
 PT0294
 PT0294'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT0294'THE STATION AND REFERENCE MARKERS WERE FOUND AS DESCRIBED
 PT0294'IN GOOD CONDITION.  THE AZIMUTH MARKER WAS SEARCHED FOR BUT
 PT0294'COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1047 ***********************************************************************
 PT1047  DESIGNATION -  FERRY
 PT1047  PID         -  PT1047
 PT1047  STATE/COUNTY-  SD/STANLEY
 PT1047  COUNTRY     -  US
 PT1047  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT1047
 PT1047                         *CURRENT SURVEY CONTROL
 PT1047  ______________________________________________________________________
 PT1047* NAD 83(1996) POSITION- 44 24 34.48188(N) 100 31 22.61920(W)   ADJUSTED
 PT1047* NAVD 88 ORTHO HEIGHT -   573.    (meters)     1880.    (feet) SCALED
 PT1047  ______________________________________________________________________
 PT1047  GEOID HEIGHT    -        -23.172 (meters)                     GEOID18
 PT1047  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 PT1047  HORZ ORDER      -  SECOND
 PT1047
 PT1047.The horizontal coordinates were established by classical geodetic methods
 PT1047.and adjusted by the National Geodetic Survey in January 1998.
 PT1047
 PT1047.The orthometric height was scaled from a topographic map.
 PT1047
 PT1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1047.GEOID18 height accuracy estimate available here.
 PT1047
 PT1047.Click photographs - Photos may exist for this station.
 PT1047
 PT1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1047
 PT1047. The following values were computed from the NAD 83(1996) position.
 PT1047
 PT1047;                    North         East     Units Scale Factor Converg.
 PT1047;SPC SD S     -   230,681.199   584,896.577   MT  1.00000230   -0 07 50.9
 PT1047;SPC SD S     -   756,826.57  1,918,948.19   sFT  1.00000230   -0 07 50.9
 PT1047;UTM  14      - 4,918,493.310   378,741.632   MT  0.99978082   -1 03 57.1
 PT1047
 PT1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1047!SPC SD S     -   0.99991373  x   1.00000230  =   0.99991603
 PT1047!UTM  14      -   0.99991373  x   0.99978082  =   0.99969457
 PT1047
 PT1047:                Primary Azimuth Mark                     Grid Az
 PT1047:SPC SD S     -  BROWN HILL                               068 22 53.3
 PT1047:UTM  14      -  BROWN HILL                               069 18 59.5
 PT1047
 PT1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7874118493(NAD 83)
 PT1047
 PT1047|---------------------------------------------------------------------|
 PT1047| PID    Reference Object                     Distance      Geod. Az  |
 PT1047|                                                           dddmmss.s |
 PT1047| PT0238 BROWN HILL                          APPROX. 5.6 KM 0681502.4 |
 PT1047|---------------------------------------------------------------------|
 PT1047
 PT1047                          SUPERSEDED SURVEY CONTROL
 PT1047
 PT1047  NAD 83(1986)-  44 24 34.47696(N)    100 31 22.62243(W) AD(       ) 2
 PT1047  NAD 27      -  44 24 34.54700(N)    100 31 21.12100(W) AD(       ) 2
 PT1047  MORC        -  44 24 31.84000(N)    100 31 20.83000(W) AD(       ) 3
 PT1047
 PT1047.Superseded values are not recommended for survey control.
 PT1047
 PT1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1047.See file dsdata.pdf to determine how the superseded data were derived.
 PT1047
 PT1047_MARKER: Z = SEE DESCRIPTION
 PT1047_SETTING: 0 = UNSPECIFIED SETTING
 PT1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1047
 PT1047  HISTORY     - Date     Condition        Report By
 PT1047  HISTORY     - 1889     MONUMENTED       MORC
 PT1047
 PT1047                          STATION DESCRIPTION
 PT1047
 PT1047'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1047'FERRY IS ON RIGHT BANK, ON A SMALL RIDGE, ABOUT ONE-HALF MILE
 PT1047'EAST FROM WILLOW CREEK AND 3 MILES SOUTH FROM FERRY LANDING
 PT1047'AT OAHE, S. DAK.  THE STATION IS 15 FEET EAST FROM EDGE OF
 PT1047'BLUFF AND 375 FEET WEST FROM WAGON ROAD FROM PIERRE TO FORT
 PT1047'BENNETT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0293 ***********************************************************************
 PT0293  DESIGNATION -  FERRY AZ MK
 PT0293  PID         -  PT0293
 PT0293  STATE/COUNTY-  SD/STANLEY
 PT0293  COUNTRY     -  US
 PT0293  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0293
 PT0293                         *CURRENT SURVEY CONTROL
 PT0293  ______________________________________________________________________
 PT0293* NAD 83(1986) POSITION- 44 24 03.     (N) 100 30 39.     (W)   SCALED
 PT0293* NAVD 88 ORTHO HEIGHT -   548.394 (meters)     1799.19  (feet) ADJUSTED
 PT0293  ______________________________________________________________________
 PT0293  GEOID HEIGHT    -        -23.213 (meters)                     GEOID18
 PT0293  DYNAMIC HEIGHT  -        548.276 (meters)     1798.80  (feet) COMP
 PT0293  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 PT0293
 PT0293  VERT ORDER      -  FIRST     CLASS II
 PT0293
 PT0293.The horizontal coordinates were scaled from a map and have
 PT0293.an estimated accuracy of +/- 6 seconds.
 PT0293
 PT0293.The orthometric height was determined by differential leveling and
 PT0293.adjusted by the NATIONAL GEODETIC SURVEY
 PT0293.in June 1991.
 PT0293
 PT0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0293.GEOID18 height accuracy estimate available here.
 PT0293
 PT0293.Click photographs - Photos may exist for this station.
 PT0293
 PT0293.The dynamic height is computed by dividing the NAVD 88
 PT0293.geopotential number by the normal gravity value computed on the
 PT0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0293.degrees latitude (g = 980.6199 gals.).
 PT0293
 PT0293.The modeled gravity was interpolated from observed gravity values.
 PT0293
 PT0293;                    North         East    Units  Estimated Accuracy
 PT0293;SPC SD S     -   229,710.      585,860.      MT  (+/- 180 meters Scaled)
 PT0293
 PT0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ796175(NAD 83)
 PT0293
 PT0293                          SUPERSEDED SURVEY CONTROL
 PT0293
 PT0293  NGVD 29 (??/??/92)  548.005  (m)         1797.91   (f) ADJ UNCH    1 2
 PT0293
 PT0293.Superseded values are not recommended for survey control.
 PT0293
 PT0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0293.See file dsdata.pdf to determine how the superseded data were derived.
 PT0293
 PT0293_MARKER: DZ = AZIMUTH MARK DISK
 PT0293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0293_SP_SET: SLAB
 PT0293_STAMPING: FERRY 1945
 PT0293_MARK LOGO: CGS
 PT0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0293
 PT0293  HISTORY     - Date     Condition        Report By
 PT0293  HISTORY     - 1945     MONUMENTED       CGS
 PT0293  HISTORY     - 1949     GOOD             CGS
 PT0293  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0293
 PT0293                          STATION DESCRIPTION
 PT0293
 PT0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0293'8.4 MI NW FROM FORT PIERRE.
 PT0293'8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0293'AT FORT PIERRE, 82 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 PT0293'ROAD, 45 FEET NORTH OF A WIRE GATE, 14 FEET WEST OF A NORTH
 PT0293'AND SOUTH FENCE, SET IN THE TOP OF THE MOST EASTERLY ONE OF TWO
 PT0293'CONCRETE SLABS.
 PT0293
 PT0293                          STATION RECOVERY (1973)
 PT0293
 PT0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0295 ***********************************************************************
 PT0295  DESIGNATION -  FERRY RM 1
 PT0295  PID         -  PT0295
 PT0295  STATE/COUNTY-  SD/STANLEY
 PT0295  COUNTRY     -  US
 PT0295  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0295
 PT0295                         *CURRENT SURVEY CONTROL
 PT0295  ______________________________________________________________________
 PT0295* NAD 83(1986) POSITION- 44 24 34.69   (N) 100 31 22.86   (W)   HD_HELD1
 PT0295* NAVD 88 ORTHO HEIGHT -   575.488 (meters)     1888.08  (feet) ADJUSTED
 PT0295  ______________________________________________________________________
 PT0295  GEOID HEIGHT    -        -23.172 (meters)                     GEOID18
 PT0295  DYNAMIC HEIGHT  -        575.367 (meters)     1887.68  (feet) COMP
 PT0295  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 PT0295
 PT0295  VERT ORDER      -  FIRST     CLASS II
 PT0295
 PT0295.The horizontal coordinates were determined by differentially corrected
 PT0295.hand held GPS observations or other comparable positioning techniques
 PT0295.and have an estimated accuracy of +/- 3 meters.
 PT0295
 PT0295.The orthometric height was determined by differential leveling and
 PT0295.adjusted by the NATIONAL GEODETIC SURVEY
 PT0295.in June 1991.
 PT0295
 PT0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0295.GEOID18 height accuracy estimate available here.
 PT0295
 PT0295.Click photographs - Photos may exist for this station.
 PT0295
 PT0295.The dynamic height is computed by dividing the NAVD 88
 PT0295.geopotential number by the normal gravity value computed on the
 PT0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0295.degrees latitude (g = 980.6199 gals.).
 PT0295
 PT0295.The modeled gravity was interpolated from observed gravity values.
 PT0295
 PT0295;                    North         East    Units  Estimated Accuracy
 PT0295;SPC SD S     -   230,687.6     584,891.3     MT  (+/- 3 meters HH1 GPS) 
 PT0295
 PT0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7873618499(NAD 83)
 PT0295
 PT0295                          SUPERSEDED SURVEY CONTROL
 PT0295
 PT0295  NGVD 29 (??/??/92)  575.102  (m)         1886.81   (f) ADJ UNCH    1 2
 PT0295
 PT0295.Superseded values are not recommended for survey control.
 PT0295
 PT0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0295.See file dsdata.pdf to determine how the superseded data were derived.
 PT0295
 PT0295_MARKER: DR = REFERENCE MARK DISK
 PT0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0295_STAMPING: FERRY NO 1 1945
 PT0295_MARK LOGO: CGS
 PT0295_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0295+STABILITY: SURFACE MOTION
 PT0295
 PT0295  HISTORY     - Date     Condition        Report By
 PT0295  HISTORY     - 1945     MONUMENTED       CGS
 PT0295  HISTORY     - 1949     GOOD             CGS
 PT0295  HISTORY     - 1951     GOOD             CGS
 PT0295
 PT0295                          STATION DESCRIPTION
 PT0295
 PT0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0295'9.4 MI NW FROM FORT PIERRE.
 PT0295'8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0295'AT FORT PIERRE TO A WIRE GATE WHICH IS AT A FENCE CORNER, THENCE
 PT0295'1.0 MILE NORTHWEST ACROSS A PASTURE, AT THE HIGHEST POINT IN
 PT0295'THE VICINITY, NEAR THE EDGE OF A BLUFF, SET IN THE TOP OF A
 PT0295'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 39 FEET
 PT0295'WEST OF TRIANGULATION STATION FERRY 1945.
 PT0295
 PT0295                          STATION RECOVERY (1951)
 PT0295
 PT0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0296 ***********************************************************************
 PT0296  DESIGNATION -  FERRY RM 2
 PT0296  PID         -  PT0296
 PT0296  STATE/COUNTY-  SD/STANLEY
 PT0296  COUNTRY     -  US
 PT0296  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0296
 PT0296                         *CURRENT SURVEY CONTROL
 PT0296  ______________________________________________________________________
 PT0296* NAD 83(1986) POSITION- 44 24 34.13   (N) 100 31 22.55   (W)   HD_HELD1
 PT0296* NAVD 88 ORTHO HEIGHT -   575.375 (meters)     1887.71  (feet) ADJUSTED
 PT0296  ______________________________________________________________________
 PT0296  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 PT0296  DYNAMIC HEIGHT  -        575.254 (meters)     1887.31  (feet) COMP
 PT0296  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 PT0296
 PT0296  VERT ORDER      -  FIRST     CLASS II
 PT0296
 PT0296.The horizontal coordinates were determined by differentially corrected
 PT0296.hand held GPS observations or other comparable positioning techniques
 PT0296.and have an estimated accuracy of +/- 3 meters.
 PT0296
 PT0296.The orthometric height was determined by differential leveling and
 PT0296.adjusted by the NATIONAL GEODETIC SURVEY
 PT0296.in June 1991.
 PT0296
 PT0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0296.GEOID18 height accuracy estimate available here.
 PT0296
 PT0296.Click photographs - Photos may exist for this station.
 PT0296
 PT0296.The dynamic height is computed by dividing the NAVD 88
 PT0296.geopotential number by the normal gravity value computed on the
 PT0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0296.degrees latitude (g = 980.6199 gals.).
 PT0296
 PT0296.The modeled gravity was interpolated from observed gravity values.
 PT0296
 PT0296;                    North         East    Units  Estimated Accuracy
 PT0296;SPC SD S     -   230,670.3     584,898.1     MT  (+/- 3 meters HH1 GPS) 
 PT0296
 PT0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7874218482(NAD 83)
 PT0296
 PT0296                          SUPERSEDED SURVEY CONTROL
 PT0296
 PT0296  NGVD 29 (??/??/92)  574.989  (m)         1886.44   (f) ADJ UNCH    1 2
 PT0296
 PT0296.Superseded values are not recommended for survey control.
 PT0296
 PT0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0296.See file dsdata.pdf to determine how the superseded data were derived.
 PT0296
 PT0296_MARKER: DR = REFERENCE MARK DISK
 PT0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0296_STAMPING: FERRY NO 2 1945
 PT0296_MARK LOGO: CGS
 PT0296_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0296+STABILITY: SURFACE MOTION
 PT0296
 PT0296  HISTORY     - Date     Condition        Report By
 PT0296  HISTORY     - 1945     MONUMENTED       CGS
 PT0296  HISTORY     - 1949     GOOD             CGS
 PT0296  HISTORY     - 1951     GOOD             CGS
 PT0296  HISTORY     - 1963     GOOD             USFS
 PT0296
 PT0296                          STATION DESCRIPTION
 PT0296
 PT0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0296'9.4 MI NW FROM FORT PIERRE.
 PT0296'8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0296'AT FORT PIERRE TO A WIRE GATE WHICH IS AT A FENCE CORNER, THENCE
 PT0296'1.0 MILE NORTHWEST ACROSS A PASTURE, AT THE HIGHEST POINT IN
 PT0296'THE VICINITY, 37 FEET SOUTHEAST OF TRIANGULATION STATION FERRY
 PT0296'1945, NEAR THE EDGE OF A BLUFF, SET IN THE TOP OF A CONCRETE
 PT0296'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 PT0296
 PT0296                          STATION RECOVERY (1951)
 PT0296
 PT0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 PT0296'RECOVERED IN GOOD CONDITION.
 PT0296
 PT0296                          STATION RECOVERY (1963)
 PT0296
 PT0296'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0297 ***********************************************************************
 PT0297  DESIGNATION -  FERRY RM 3
 PT0297  PID         -  PT0297
 PT0297  STATE/COUNTY-  SD/STANLEY
 PT0297  COUNTRY     -  US
 PT0297  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0297
 PT0297                         *CURRENT SURVEY CONTROL
 PT0297  ______________________________________________________________________
 PT0297* NAD 83(1986) POSITION- 44 24 34.48   (N) 100 31 21.86   (W)   HD_HELD1
 PT0297* NAVD 88 ORTHO HEIGHT -   574.752 (meters)     1885.67  (feet) ADJUSTED
 PT0297  ______________________________________________________________________
 PT0297  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 PT0297  DYNAMIC HEIGHT  -        574.630 (meters)     1885.27  (feet) COMP
 PT0297  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 PT0297
 PT0297  VERT ORDER      -  FIRST     CLASS II
 PT0297
 PT0297.The horizontal coordinates were determined by differentially corrected
 PT0297.hand held GPS observations or other comparable positioning techniques
 PT0297.and have an estimated accuracy of +/- 3 meters.
 PT0297
 PT0297.The orthometric height was determined by differential leveling and
 PT0297.adjusted by the NATIONAL GEODETIC SURVEY
 PT0297.in June 1991.
 PT0297
 PT0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0297.GEOID18 height accuracy estimate available here.
 PT0297
 PT0297.Click photographs - Photos may exist for this station.
 PT0297
 PT0297.The dynamic height is computed by dividing the NAVD 88
 PT0297.geopotential number by the normal gravity value computed on the
 PT0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0297.degrees latitude (g = 980.6199 gals.).
 PT0297
 PT0297.The modeled gravity was interpolated from observed gravity values.
 PT0297
 PT0297;                    North         East    Units  Estimated Accuracy
 PT0297;SPC SD S     -   230,681.1     584,913.4     MT  (+/- 3 meters HH1 GPS) 
 PT0297
 PT0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7875818492(NAD 83)
 PT0297
 PT0297                          SUPERSEDED SURVEY CONTROL
 PT0297
 PT0297  NGVD 29 (??/??/92)  574.365  (m)         1884.40   (f) ADJ UNCH    1 2
 PT0297
 PT0297.Superseded values are not recommended for survey control.
 PT0297
 PT0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0297.See file dsdata.pdf to determine how the superseded data were derived.
 PT0297
 PT0297_MARKER: DR = REFERENCE MARK DISK
 PT0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0297_STAMPING: FERRY NO 3 1948
 PT0297_MARK LOGO: CGS
 PT0297_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0297+STABILITY: SURFACE MOTION
 PT0297
 PT0297  HISTORY     - Date     Condition        Report By
 PT0297  HISTORY     - 1948     MONUMENTED       CGS
 PT0297  HISTORY     - 1951     GOOD             CGS
 PT0297  HISTORY     - 1963     GOOD             USFS
 PT0297
 PT0297                          STATION DESCRIPTION
 PT0297
 PT0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0297'9.4 MI NW FROM FORT PIERRE.
 PT0297'8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0297'AT FORT PIERRE, THENCE 1.0 MILE NORTHWEST ACROSS A PASTURE, ON
 PT0297'THE HIGHEST POINT IN THIS VICINITY, 40.0 FEET EAST OF
 PT0297'TRIANGULATION STATION FERRY 1945, SET IN THE TOP OF A CONCRETE
 PT0297'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 PT0297
 PT0297                          STATION RECOVERY (1963)
 PT0297
 PT0297'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT0297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1899 ***********************************************************************
 NM1899  DESIGNATION -  FIELD
 NM1899  PID         -  NM1899
 NM1899  STATE/COUNTY-  SD/BON HOMME
 NM1899  COUNTRY     -  US
 NM1899  USGS QUAD   -  SPRINGFIELD (2017)
 NM1899
 NM1899                         *CURRENT SURVEY CONTROL
 NM1899  ______________________________________________________________________
 NM1899* NAD 83(1996) POSITION- 42 49 45.33595(N) 097 56 21.84132(W)   ADJUSTED
 NM1899* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 NM1899  ______________________________________________________________________
 NM1899  GEOID HEIGHT    -        -25.937 (meters)                     GEOID18
 NM1899  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 NM1899  HORZ ORDER      -  SECOND
 NM1899
 NM1899.The horizontal coordinates were established by classical geodetic methods
 NM1899.and adjusted by the National Geodetic Survey in January 1998.
 NM1899
 NM1899.The orthometric height was scaled from a topographic map.
 NM1899
 NM1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1899.GEOID18 height accuracy estimate available here.
 NM1899
 NM1899.Click photographs - Photos may exist for this station.
 NM1899
 NM1899.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1899
 NM1899. The following values were computed from the NAD 83(1996) position.
 NM1899
 NM1899;                    North         East     Units Scale Factor Converg.
 NM1899;SPC SD S     -    57,914.586   795,716.323   MT  1.00000097   +1 39 05.3
 NM1899;SPC SD S     -   190,008.10  2,610,612.64   sFT  1.00000097   +1 39 05.3
 NM1899;UTM  14      - 4,742,400.161   586,687.090   MT  0.99969245   +0 43 15.8
 NM1899
 NM1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1899!SPC SD S     -   0.99993597  x   1.00000097  =   0.99993694
 NM1899!UTM  14      -   0.99993597  x   0.99969245  =   0.99962844
 NM1899
 NM1899:                Primary Azimuth Mark                     Grid Az
 NM1899:SPC SD S     -  FIELD AZ MK                              316 27 16.2
 NM1899:UTM  14      -  FIELD AZ MK                              317 23 05.7
 NM1899
 NM1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8668742400(NAD 83)
 NM1899
 NM1899|---------------------------------------------------------------------|
 NM1899| PID    Reference Object                     Distance      Geod. Az  |
 NM1899|                                                           dddmmss.s |
 NM1899| CO3093 FIELD RM 1                           25.072 METERS 03533     |
 NM1899| NM1895 SPRINGFIELD MUNICIPAL TANK          APPROX. 4.6 KM 0515546.5 |
 NM1899| NM1901 SPRINGFIELD ST MARYS SCH TANK       APPROX. 4.3 KM 0564834.2 |
 NM1899| CO3092 FIELD AZ MK                                        3180621.5 |
 NM1899| CO3094 FIELD RM 2                           24.496 METERS 32724     |
 NM1899|---------------------------------------------------------------------|
 NM1899
 NM1899                          SUPERSEDED SURVEY CONTROL
 NM1899
 NM1899  NAD 83(1995)-  42 49 45.33595(N)    097 56 21.84133(W) AD(       ) 2
 NM1899  NAD 83(1986)-  42 49 45.34594(N)    097 56 21.83911(W) AD(       ) 2
 NM1899  NAD 27      -  42 49 45.34600(N)    097 56 20.58600(W) AD(       ) 2
 NM1899
 NM1899.Superseded values are not recommended for survey control.
 NM1899
 NM1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1899.See file dsdata.pdf to determine how the superseded data were derived.
 NM1899
 NM1899_MARKER: DS = TRIANGULATION STATION DISK
 NM1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1899_STAMPING: FIELD 1948
 NM1899_MARK LOGO: CGS
 NM1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1899+STABILITY: SURFACE MOTION
 NM1899
 NM1899  HISTORY     - Date     Condition        Report By
 NM1899  HISTORY     - 1948     MONUMENTED       CGS
 NM1899
 NM1899                          STATION DESCRIPTION
 NM1899
 NM1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1899'LOCATED ABOUT 3 MILES SOUTHWEST OF SPRINGFIELD AND 2 MILES
 NM1899'SOUTH OF THE MISSOURI RIVER.  IN THE SOUTHEAST 1/4 OF SEC. 8,
 NM1899'T. 92 N., R. 60 W.  ON LAND OWNED AND OCCUPIED BY MR. BEN SELL.
 NM1899'NEAR THE SOUTH END OF A BROAD NORTHWEST-SOUTHEAST RIDGE AND
 NM1899'OVERLOOKS THE MISSOURI RIVER VALLEY.  IT IS 68 FEET SOUTH OF
 NM1899'THE EAST-WEST FENCE LINE THAT CROSSES THE RIDGE AT THE
 NM1899'NORTH SIDE OF A LARGE PASTURE.  THE MARK PROJECTS ABOUT 4
 NM1899'INCHES AND THE DISC IS STAMPED FIELD 1948.  IT IS 3 FEET WEST
 NM1899'OF A WHITE WITNESS POST.
 NM1899'
 NM1899'REFERENCE MARK NO. 1 IS 82.26 FEET NORTHEAST OF THE STATION
 NM1899'AND ABOUT 1/2 FOOT SOUTH OF THE EAST-WEST FENCE LINE.  THE
 NM1899'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED FIELD
 NM1899'NO 1 1948.
 NM1899'
 NM1899'REFERENCE MARK NO. 2 IS 80.37 FEET NORTHWEST OF THE STATION AND
 NM1899'ABOUT 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE.  THE MARK
 NM1899'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED FIELD NO 2
 NM1899'1948.
 NM1899'
 NM1899'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE STATION, NEAR
 NM1899'THE SOUTH END OF A FARM LANE AND 1/2 FOOT EAST OF THE EAST
 NM1899'FENCE LINE, AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 NM1899'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED FIELD
 NM1899'1948.
 NM1899'
 NM1899'THE STATION WAS REACHED FROM THE POST OFFICE IN SPRINGFIELD
 NM1899'BY GOING WESTERLY ON STATE ROUTE 37 FOR 2.0 MILES TO SPRINGFIELD
 NM1899'RAILROAD STATION.  CONTINUE WESTERLY ON STATE ROUTE FOR 1
 NM1899'MILE TO A FARM DRIVEWAY ON THE LEFT AND A LARGE 2-STORY WHITE
 NM1899'HOUSE ABOUT 0.1 MILE SOUTH OF THE HIGHWAY.  TURN LEFT ON
 NM1899'DRIVEWAY TO FARM BUILDINGS, THENCE SOUTH, EITHER IN LANE
 NM1899'OR ALONG THE EAST SIDE OF LANE, FOR 0.45 MILE TO THE END
 NM1899'OF THE LANE AND THE SITE OF THE AZIMUTH MARK.  HERE PACK
 NM1899'SOUTHEASTERLY, OR IF PERMISSION IS OBTAINED A TRUCK MAY BE
 NM1899'DRIVEN, ALONG THE SOUTHERLY EDGE OF THE FIELD FOR 0.2 MILE
 NM1899'TO THE STATION SITE.
 NM1899'
 NM1899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1083 ***********************************************************************
 PT1083  DESIGNATION -  FIELDER
 PT1083  PID         -  PT1083
 PT1083  STATE/COUNTY-  SD/STANLEY
 PT1083  COUNTRY     -  US
 PT1083  USGS QUAD   -  IRON POST BUTTES SW (2017)
 PT1083
 PT1083                         *CURRENT SURVEY CONTROL
 PT1083  ______________________________________________________________________
 PT1083* NAD 83(1996) POSITION- 44 31 58.98032(N) 100 38 12.69637(W)   ADJUSTED
 PT1083* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 PT1083  ______________________________________________________________________
 PT1083  GEOID HEIGHT    -        -22.668 (meters)                     GEOID18
 PT1083  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 PT1083  HORZ ORDER      -  SECOND
 PT1083
 PT1083.The horizontal coordinates were established by classical geodetic methods
 PT1083.and adjusted by the National Geodetic Survey in January 1998.
 PT1083
 PT1083.The orthometric height was scaled from a topographic map.
 PT1083
 PT1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1083.GEOID18 height accuracy estimate available here.
 PT1083
 PT1083.Click photographs - Photos may exist for this station.
 PT1083
 PT1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1083
 PT1083. The following values were computed from the NAD 83(1996) position.
 PT1083
 PT1083;                    North         East     Units Scale Factor Converg.
 PT1083;SPC SD S     -   244,428.654   575,873.511   MT  1.00003451   -0 12 33.8
 PT1083;SPC SD S     -   801,929.68  1,889,345.01   sFT  1.00003451   -0 12 33.8
 PT1083;UTM  14      - 4,932,383.352   369,946.520   MT  0.99980800   -1 08 53.2
 PT1083
 PT1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1083!SPC SD S     -   0.99990550  x   1.00003451  =   0.99994001
 PT1083!UTM  14      -   0.99990550  x   0.99980800  =   0.99971352
 PT1083
 PT1083:                Primary Azimuth Mark                     Grid Az
 PT1083:SPC SD S     -  FIELDER AZ MK                            342 11 09.7
 PT1083:UTM  14      -  FIELDER AZ MK                            343 07 29.1
 PT1083
 PT1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6994632383(NAD 83)
 PT1083
 PT1083|---------------------------------------------------------------------|
 PT1083| PID    Reference Object                     Distance      Geod. Az  |
 PT1083|                                                           dddmmss.s |
 PT1083| CO4944 FIELDER RM 1                         10.903 METERS 18722     |
 PT1083| CO4945 FIELDER RM 2                         13.103 METERS 28549     |
 PT1083| CO4943 FIELDER AZ MK                                      3415835.9 |
 PT1083|---------------------------------------------------------------------|
 PT1083
 PT1083                          SUPERSEDED SURVEY CONTROL
 PT1083
 PT1083  NAD 83(1986)-  44 31 58.97484(N)    100 38 12.69918(W) AD(       ) 2
 PT1083  NAD 27      -  44 31 59.04600(N)    100 38 11.18200(W) AD(       ) 2
 PT1083  MORC        -  44 31 56.36000(N)    100 38 10.84000(W) AD(       ) 3
 PT1083
 PT1083.Superseded values are not recommended for survey control.
 PT1083
 PT1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1083.See file dsdata.pdf to determine how the superseded data were derived.
 PT1083
 PT1083_MARKER: P = PIPE CAP
 PT1083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1083_MARK LOGO: MORC
 PT1083_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1083
 PT1083  HISTORY     - Date     Condition        Report By
 PT1083  HISTORY     - 1889     MONUMENTED       MORC
 PT1083  HISTORY     - 1952     GOOD             CGS
 PT1083
 PT1083                          STATION DESCRIPTION
 PT1083
 PT1083'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (FXP)
 PT1083'STATION IS LOCATED ON PROPERTY OF D.A. DONAVON, ON THE HIGHEST
 PT1083'POINT OF THE LONG RIDGE BETWEEN CHANTIER CREEK TO THE SOUTH
 PT1083'AND THE MISSOURI RIVER TO THE NORTH.  IT IS ABOUT 3.5 MILES
 PT1083'EAST AND 1 MILE NORTH OF THE BRIDGE ACROSS CHANTIER CREEK ON
 PT1083'THE MISSION RIDGE ROAD, AND 4 FEET SOUTH OF A WITNESS POST.
 PT1083'THE MARK IS A 5-INCH PIPE WITH A CAST-IRON CAP ON WHICH IS
 PT1083'CAST MISSOURI RIVER COMMISSION.  ON THE CAP IS A SMALL, RAISED
 PT1083'TRIANGLE WITH A SMALL HOLE IN THE CENTER.  THE PIPE PROJECTS
 PT1083'9 INCHES.
 PT1083'
 PT1083'REFERENCE MARK NO. 1 IS 35.71 FEET SOUTH OF STATION.  THE MARK
 PT1083'PROJECTS 5 INCHES, AND THE DISK IS STAMPED FIELDER MO.R.C.
 PT1083'NO 1 1948.
 PT1083'
 PT1083'REFERENCE MARK NO. 2 IS 42.98 FEET WEST-NORTHWEST OF STATION.
 PT1083'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED FIELDER
 PT1083'MO.R.C. NO 2 19M8.
 PT1083'
 PT1083'AZIMUTH MARK IS 0.2 MILE NORTH-NORTHWEST OF STATION, 24
 PT1083'FEET NORTHEAST OF TRACK ROAD, AND 2 FEET SOUTH OF A WITNESS POST.
 PT1083'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED FIELDER
 PT1083'MO.R.C. 1948.
 PT1083'
 PT1083'TO REACH FROM THE POST OFFICE IN FORT PIERRE, GO NORTH ON U.S.
 PT1083'HIGHWAY 83 FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 14,
 PT1083'TURN LEFT ON HIGHWAY 14 AND GO 2.2 MILES TO A CROSSROAD,
 PT1083'TURN RIGHT AND GO 5.95 MILES TO A FORK, TAKE RIGHT ROAD AND
 PT1083'GO 10.4 MILES TO A FORK, TAKE RIGHT ROAD AND GO 5.35 MILES
 PT1083'TO FORKS AT TOP OF HILL AT SIGNS FT BENNETT AND MISSION
 PT1083'RIDGE, HERE TURN SHARP RIGHT AND FOLLOW DIM TRACK ROAD FOR 2.75
 PT1083'MILES TO A GATE, PASS THROUGH GATE AND GO 0.95 MILE TO A GATE,
 PT1083'PASS THROUGH GATE AND GO 1.8 MILES, PASSING TO THE RIGHT OF
 PT1083'A CORRAL, TO A GATE, PASS THROUGH GATE AND GO 0.2 MILE TO
 PT1083'THE AZIMUTH MARK ON LEFT, CONTINUE ON FOR 0.2 MILE, THENCE
 PT1083'LEAVE TRACK ROAD AND TURN RIGHT AND GO 0.05 MILE TO THE TOP
 PT1083'OF THE RIDGE AND STATION.
 PT1083'
 PT1083'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1083
 PT1083                          STATION RECOVERY (1952)
 PT1083
 PT1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1083'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  IT
 PT1083'IS AS DESCRIBED WITH THE EXCEPTION THAT THE STATION MARK IS NOW
 PT1083'5.7 FEET NORTHWEST OF A WITNESS POST.  DIFFERENCES WERE FOUND
 PT1083'IN THE MILEAGE TO REACH THE STATION.  A NEW DESCRIPTION TO
 PT1083'REACH THE STATION FOLLOWS--
 PT1083'
 PT1083'TO REACH THE STATION FROM THE POST OFFICE IN FORT PIERRE, GO
 PT1083'NORTH ON U.S. HIGHWAY NO. 83 FOR 1.1 MILES TO A JUNCTION WITH
 PT1083'U.S. HIGHWAY NO. 14.  THEN LEFT, WESTERLY ON NO. 14 FOR 2.2
 PT1083'MILES TO A CROSSROAD.  THEN RIGHT, NORTHWEST, ON A GRAVELED
 PT1083'ROAD FOR 5.95 MILES TO A FORK.  THEN RIGHT, NORTHWESTERLY,
 PT1083'FOR 10.6 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE AHEAD,
 PT1083'NORTHWEST, FOR 5.45 MILES TO A FORK AT THE TOP OF A HILL,
 PT1083'SIGN FT. BENNETT AND MISSION RIDGE, AND A TRACK ROAD LEADING
 PT1083'SOUTHEASTERLY ACROSS PASTURE LAND.  TURN SHARP RIGHT, FOLLOW
 PT1083'THE TRACK ROAD, SOUTHEAST FOR 1.7 MILES TO A WIRE GATE.
 PT1083'PASS THROUGH THE GATE, CONTINUE SOUTHEASTERLY, FOR 1.05 MILE
 PT1083'TO A WIRE GATE AT A FENCE CORNER.  PASS THROUGH THE GATE,
 PT1083'SOUTHEAST, FOR 1.0 MILE TO A WIRE GATE.  PASS THROUGH THE
 PT1083'GATE, CONTINUE SOUTHEAST FOR 0.7 MILE TO A CORRAL ON THE
 PT1083'LEFT.  CONTINUE ON THE TRACK ROAD FOR 0.4 MILE TO A FORK.
 PT1083'THEN RIGHT, SOUTHEASTERLY, FOR 0.8 MILE TO TO TWO WIRE GATES AT
 PT1083'AN INTERSECTION OF FENCES.  PASS THROUGH THE GATE ON THE RIGHT,
 PT1083'CONTINUE SOUTHEAST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 PT1083'LEFT AS DESCRIBED.  CONTINUE SOUTHEAST FOR 0.2 MILE.  THEN
 PT1083'BEAR RIGHT ACROSS THE PASTURE FOR 0.05 MILE TO THE CREST
 PT1083'OF THE RIDGE AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0371 ***********************************************************************
 QT0371  DESIGNATION -  FIELDS
 QT0371  PID         -  QT0371
 QT0371  STATE/COUNTY-  SD/PERKINS
 QT0371  COUNTRY     -  US
 QT0371  USGS QUAD   -  LEMMON NE (2017)
 QT0371
 QT0371                         *CURRENT SURVEY CONTROL
 QT0371  ______________________________________________________________________
 QT0371* NAD 83(1996) POSITION- 45 56 37.22876(N) 102 01 05.69386(W)   ADJUSTED
 QT0371* NAVD 88 ORTHO HEIGHT -   818.40  (+/-2cm)     2685.0   (feet) VERTCON3
 QT0371  ______________________________________________________________________
 QT0371  GEOID HEIGHT    -        -19.222 (meters)                     GEOID18
 QT0371  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 QT0371  HORZ ORDER      -  FIRST
 QT0371  VERT ORDER      -  THIRD ? (See Below)
 QT0371
 QT0371.The horizontal coordinates were established by classical geodetic methods
 QT0371.and adjusted by the National Geodetic Survey in January 1998.
 QT0371
 QT0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0371
 QT0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0371.GEOID18 height accuracy estimate available here.
 QT0371
 QT0371.The vertical order pertains to the NGVD 29 superseded value.
 QT0371
 QT0371.Click photographs - Photos may exist for this station.
 QT0371
 QT0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0371
 QT0371. The following values were computed from the NAD 83(1996) position.
 QT0371
 QT0371;                    North         East     Units Scale Factor Converg.
 QT0371;SPC SD N     -   236,472.008   443,507.984   MT  1.00006067   -1 25 42.2
 QT0371;SPC SD N     -   775,825.25  1,455,075.78   sFT  1.00006067   -1 25 42.2
 QT0371;UTM  13      - 5,092,113.154   731,114.782   MT  1.00025670   +2 08 37.7
 QT0371;UTM  14      - 5,092,219.695   266,056.461   MT  1.00027287   -2 10 12.2
 QT0371
 QT0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0371!SPC SD N     -   0.99987473  x   1.00006067  =   0.99993539
 QT0371!UTM  13      -   0.99987473  x   1.00025670  =   1.00013140
 QT0371!UTM  14      -   0.99987473  x   1.00027287  =   1.00014757
 QT0371
 QT0371:                Primary Azimuth Mark                     Grid Az
 QT0371:SPC SD N     -  FIELDS AZ MK                             086 50 13.5
 QT0371:UTM  13      -  FIELDS AZ MK                             083 15 53.6
 QT0371:UTM  14      -  FIELDS AZ MK                             087 34 43.5
 QT0371
 QT0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL3111492113(NAD 83)
 QT0371
 QT0371|---------------------------------------------------------------------|
 QT0371| PID    Reference Object                     Distance      Geod. Az  |
 QT0371|                                                           dddmmss.s |
 QT0371| CQ8367 FIELDS AZ MK                                       0852431.3 |
 QT0371| QT0562 FIELDS RM 1                          25.240 METERS 13803     |
 QT0371| QT0564 FIELDS RM 2                          26.566 METERS 22800     |
 QT0371| QT0378 LEMMON SPENCER MEM PRESB CH         APPROX.11.3 KM 2683515.4 |
 QT0371| QT0380 LEMMON AMERICAN LUTH CH SPIRE       APPROX.11.2 KM 2685932.1 |
 QT0371| QT0379 LEMMON PUBLIC SCHOOL FLAGPOLE       APPROX.11.2 KM 2692141.5 |
 QT0371| QT0383 LEMMON MUNICIPAL TANK               APPROX.11.9 KM 2700337.6 |
 QT0371|---------------------------------------------------------------------|
 QT0371
 QT0371                          SUPERSEDED SURVEY CONTROL
 QT0371
 QT0371  NAD 83(1986)-  45 56 37.22031(N)    102 01 05.69125(W) AD(       ) 1
 QT0371  NAD 27      -  45 56 37.21300(N)    102 01 04.15800(W) AD(       ) 1
 QT0371  NGVD 29             817.90   (m)         2683.4    (f) LEVELING    3  
 QT0371
 QT0371.Superseded values are not recommended for survey control.
 QT0371
 QT0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0371.See file dsdata.pdf to determine how the superseded data were derived.
 QT0371
 QT0371_MARKER: DS = TRIANGULATION STATION DISK
 QT0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0371_STAMPING: FIELDS 1934
 QT0371_MARK LOGO: CGS
 QT0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0371+STABILITY: SURFACE MOTION
 QT0371
 QT0371  HISTORY     - Date     Condition        Report By
 QT0371  HISTORY     - 1934     MONUMENTED       CGS
 QT0371  HISTORY     - 1951     GOOD             CGS
 QT0371
 QT0371                          STATION DESCRIPTION
 QT0371
 QT0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0371'STATION IS LOCATED IN NE 1/4 OF SEC. 21, T 128 N, R 17 E, ABOUT
 QT0371'6.5 MILES E OF LEMMON, SOUTH DAKOTA, ON A HILL AND PASTURE
 QT0371'LAND OWNED BY MRS. JOHNSON AND RENTED BY D.H. FIELDS WHO LIVES
 QT0371'AT FOOT OF HILL E OF STATION.  MARK IS SET ABOUT 360 FEET S
 QT0371'OF STATE LINE, AND 480 FEET SE OF MILEPOST 263, WHICH IS LOCATED
 QT0371'ALONG S EDGE OF ROAD.  THERE IS HIGHER GROUND TO S OF STATION.
 QT0371'
 QT0371'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0371'BRONZE DISKS SET IN CONCRETE.
 QT0371'
 QT0371'REFERENCE MARK NO. 1 IS 25.240 METERS (82.81 FEET) SE OF
 QT0371'STATION ON S EDGE OF HILL.
 QT0371'
 QT0371'REFERENCE MARK NO. 2 IS 26.566 METERS (87.16 FEET) SW OF STATION.
 QT0371'
 QT0371'AZIMUTH MARK IS ABOUT 0.7 MILE E OF STATION, AND 0.2 MILE E OF
 QT0371'MILEPOST 262-1/2 SET 2 FEET N OF E AND W FENCE, AND 25 FEET
 QT0371'S OF CENTER LINE OF E AND W ROAD.
 QT0371'
 QT0371'NEAREST MILEPOST REMOVED BECAUSE OF ROAD CONSTRUCTION.  NO
 QT0371'OTHERS VISIBLE.
 QT0371'
 QT0371'REACHED FROM POST OFFICE IN LEMMON BY GOING E ON U.S. HIGHWAY
 QT0371'12 7.6 MILES TO CROSS ROAD JUST AFTER PASSING OVER RIDGE,
 QT0371'(THIS CROSS ROAD IS 1.8 MILES W OF THUNDERHAWK) THEN LEAVE
 QT0371'U.S. HIGHWAY 12 TURN LEFT (N) GO 0.5 MILE, LEAVE SECTION LINE
 QT0371'ROAD AND TURN LEFT (W) AND GO 0.15 MILE TO FARM BUILDINGS.
 QT0371'FROM HOUSE CONTINUE W KEEPING TO S SIDE OF BARN AND FOLLOW LANE
 QT0371'0.15 MILE TO TOP OF HILL, TURN RIGHT (N) AND GO 0.1 MILE TO
 QT0371'STATION.
 QT0371'
 QT0371'HEIGHT OF LIGHT ABOVE STATION MARK - 3.67 METERS.
 QT0371
 QT0371                          STATION RECOVERY (1951)
 QT0371
 QT0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0371'THE STATION WAS RECOVERED AND THE MARKS WERE IN GOOD CONDITION.
 QT0371'DUE TO RECENT CONSTRUCTION OF FENCES A NEW ROUTING TO THE STATION
 QT0371'WILL FOLLOW.  EXCEPT FOR THE NEW ROUTING THE ORIGINAL DESCRIPTION
 QT0371'IS CORRECT AND ADEQUATE.  THE STATION WAS NOT OCCUPIED.
 QT0371'
 QT0371'TO REACH THE STATION FROM THE POST OFFICE IN LEMMON.  GO EAST
 QT0371'ON U.S. HIGHWAY 12 FOR 7.6 MILES TO A CROSSROADS.  (THIS
 QT0371'CROSSROADS IS 1.8 MILES WEST OF THUNDER HAWK) TURN LEFT AND
 QT0371'GO NORTH ON A TRACK ROAD FOR 0.75 MILE TO THE SOUTH DAKOTA-NORTH
 QT0371'DAKOTA STATE LINE.  TURN LEFT AND GO WEST ON THE STATE LINE
 QT0371'ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0603 ***********************************************************************
 QR0603  DESIGNATION -  FINLEY
 QR0603  PID         -  QR0603
 QR0603  STATE/COUNTY-  SD/FAULK
 QR0603  COUNTRY     -  US
 QR0603  USGS QUAD   -  CRESBARD NE (2017)
 QR0603
 QR0603                         *CURRENT SURVEY CONTROL
 QR0603  ______________________________________________________________________
 QR0603* NAD 83(1996) POSITION- 45 12 55.87250(N) 098 49 14.01332(W)   ADJUSTED
 QR0603* NAVD 88 ORTHO HEIGHT -   423.    (meters)     1388.    (feet) SCALED
 QR0603  ______________________________________________________________________
 QR0603  GEOID HEIGHT    -        -24.021 (meters)                     GEOID18
 QR0603  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 QR0603  HORZ ORDER      -  FIRST
 QR0603
 QR0603.The horizontal coordinates were established by classical geodetic methods
 QR0603.and adjusted by the National Geodetic Survey in January 1998.
 QR0603
 QR0603.The orthometric height was scaled from a topographic map.
 QR0603
 QR0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0603.GEOID18 height accuracy estimate available here.
 QR0603
 QR0603.Click photographs - Photos may exist for this station.
 QR0603
 QR0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0603
 QR0603. The following values were computed from the NAD 83(1996) position.
 QR0603
 QR0603;                    North         East     Units Scale Factor Converg.
 QR0603;SPC SD N     -   154,267.632   692,637.340   MT  0.99994322   +0 50 05.0
 QR0603;SPC SD N     -   506,126.39  2,272,427.67   sFT  0.99994322   +0 50 05.0
 QR0603;UTM  14      - 5,006,908.069   514,089.555   MT  0.99960244   +0 07 38.5
 QR0603
 QR0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0603!SPC SD N     -   0.99993740  x   0.99994322  =   0.99988063
 QR0603!UTM  14      -   0.99993740  x   0.99960244  =   0.99953987
 QR0603
 QR0603:                Primary Azimuth Mark                     Grid Az
 QR0603:SPC SD N     -  FINLEY AZ MK                             089 16 45.5
 QR0603:UTM  14      -  FINLEY AZ MK                             089 59 12.0
 QR0603
 QR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1408906908(NAD 83)
 QR0603
 QR0603|---------------------------------------------------------------------|
 QR0603| PID    Reference Object                     Distance      Geod. Az  |
 QR0603|                                                           dddmmss.s |
 QR0603| CO4951 FINLEY AZ MK                                       0900650.5 |
 QR0603| QR0600 CHELSEA ST PAULS EVAN LUTH CH       APPROX. 8.1 KM 1304233.8 |
 QR0603| CO4952 FINLEY RM 1                          27.792 METERS 17435     |
 QR0603| QR0674 FAULKTON MUNICIPAL TANK             APPROX.31.0 KM 2302001.2 |
 QR0603| QR0602 FINLEY 2                              3.850 METERS 27006     |
 QR0603| CO4953 FINLEY RM 2                          32.823 METERS 27511     |
 QR0603| QR0663 IPSWICH MUNICIPAL TANK              APPROX.30.3 KM 3272551.4 |
 QR0603| QR0614 RICHLAND METHODIST CH SPIRE         APPROX.12.9 KM 3573032.5 |
 QR0603|---------------------------------------------------------------------|
 QR0603
 QR0603                          SUPERSEDED SURVEY CONTROL
 QR0603
 QR0603  NAD 83(1986)-  45 12 55.88507(N)    098 49 14.01274(W) AD(       ) 1
 QR0603  NAD 27      -  45 12 55.97500(N)    098 49 12.63500(W) AD(       ) 1
 QR0603
 QR0603.Superseded values are not recommended for survey control.
 QR0603
 QR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0603.See file dsdata.pdf to determine how the superseded data were derived.
 QR0603
 QR0603_MARKER: DS = TRIANGULATION STATION DISK
 QR0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0603_STAMPING: FINLEY 1934
 QR0603_MARK LOGO: CGS
 QR0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0603+STABILITY: SURFACE MOTION
 QR0603
 QR0603  HISTORY     - Date     Condition        Report By
 QR0603  HISTORY     - 1934     MONUMENTED       CGS
 QR0603  HISTORY     - 1960     GOOD             CGS
 QR0603  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QR0603
 QR0603                          STATION DESCRIPTION
 QR0603
 QR0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0603'STATION IS LOCATED IN THE NE CORNER OF SEC. 18, T 120 N, R 66 W,
 QR0603'ON PROPERTY OF GALE FINLEY WHO LIVES 1/4 MILE S OF STATION.
 QR0603'MARK IS SET 44 FEET W OF CENTER LINE OF N-S ROAD, AND 33
 QR0603'FEET S OF CENTER LINE OF E-W ROAD.
 QR0603'
 QR0603'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0603'BRONZE DISKS SET IN CONCRETE.
 QR0603'
 QR0603'REFERENCE MARK NO. 1 IS S OF STATION SET IN N-S FENCE LINE,
 QR0603'36 FEET W OF CENTER LINE OF ROAD.
 QR0603'
 QR0603'REFERENCE MARK NO. 2 IS W OF STATION SET IN E-W FENCE LINE,
 QR0603'23 FEET S OF CENTER LINE OF ROAD.
 QR0603'
 QR0603'AZIMUTH MARK IS E OF STATION, SET IN S RIGHT-OF-WAY LINE
 QR0603'SECTION ROAD.
 QR0603'
 QR0603'STATION IS REACHED FROM NORTHVILLE, WHERE RAILROAD TRACKS
 QR0603'CROSS STATE HIGHWAY 20 ON E SIDE OF TOWN BY GOING W ON STATE
 QR0603'HIGHWAY 20 FOR 12 MILES TO SECTION LINE DIRT ROAD, THENCE N 4
 QR0603'MILES TO STATION ON W SIDE OF ROAD AT A SECTION CORNER.
 QR0603'
 QR0603'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0603
 QR0603                          STATION RECOVERY (1960)
 QR0603
 QR0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MF)
 QR0603'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QR0603'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCH FOR.
 QR0603
 QR0603                          STATION RECOVERY (1967)
 QR0603
 QR0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QR0603'THE STATION MARK AND REFERENCE MARK NO. 1 WERE IN THE WAY OF
 QR0603'ROAD CONSTRUCTION AND HAD TO BE MOVED.  REFERENCE MARK NO. 2
 QR0603'WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.  THE AZIMUTH MARK
 QR0603'WAS RECOVERED AND FOUND IN GOOD CONDITION BUT THE MARK WAS
 QR0603'OBSTRUCTED BY POWERLINE POLES.  THE MARK WAS LEFT IN PLACE.
 QR0603'THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED.
 QR0603'
 QR0603'FINLEY 2 WAS ESTABLISHED WEST OF THE STATION AND WAS SET ON LINE
 QR0603'TO THE AZIMUTH MARK, OLD 1934 ANGLES WERE USED TO SET THE
 QR0603'STATION.
 QR0603'
 QR0603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 QR0603'MILES NORTHWEST OF CHELSEA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0602 ***********************************************************************
 QR0602  DESIGNATION -  FINLEY 2
 QR0602  PID         -  QR0602
 QR0602  STATE/COUNTY-  SD/FAULK
 QR0602  COUNTRY     -  US
 QR0602  USGS QUAD   -  CRESBARD NE (2017)
 QR0602
 QR0602                         *CURRENT SURVEY CONTROL
 QR0602  ______________________________________________________________________
 QR0602* NAD 83(1996) POSITION- 45 12 55.87273(N) 098 49 14.18977(W)   ADJUSTED
 QR0602* NAVD 88 ORTHO HEIGHT -   423.1   (meters)     1388.    (feet) VERTCON3
 QR0602  ______________________________________________________________________
 QR0602  GEOID HEIGHT    -        -24.021 (meters)                     GEOID18
 QR0602  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 QR0602  HORZ ORDER      -  SECOND
 QR0602
 QR0602.The horizontal coordinates were established by classical geodetic methods
 QR0602.and adjusted by the National Geodetic Survey in January 1998.
 QR0602
 QR0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0602
 QR0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0602.GEOID18 height accuracy estimate available here.
 QR0602
 QR0602.Click photographs - Photos may exist for this station.
 QR0602
 QR0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0602
 QR0602. The following values were computed from the NAD 83(1996) position.
 QR0602
 QR0602;                    North         East     Units Scale Factor Converg.
 QR0602;SPC SD N     -   154,267.583   692,633.491   MT  0.99994322   +0 50 04.9
 QR0602;SPC SD N     -   506,126.23  2,272,415.05   sFT  0.99994322   +0 50 04.9
 QR0602;UTM  14      - 5,006,908.068   514,085.707   MT  0.99960244   +0 07 38.4
 QR0602
 QR0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0602!SPC SD N     -   0.99993743  x   0.99994322  =   0.99988066
 QR0602!UTM  14      -   0.99993743  x   0.99960244  =   0.99953990
 QR0602
 QR0602:                Primary Azimuth Mark                     Grid Az
 QR0602:SPC SD N     -  REBAR 22                                 266 54 37.7
 QR0602:UTM  14      -  REBAR 22                                 267 37 04.2
 QR0602
 QR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1408506908(NAD 83)
 QR0602
 QR0602|---------------------------------------------------------------------|
 QR0602| PID    Reference Object                     Distance      Geod. Az  |
 QR0602|                                                           dddmmss.s |
 QR0602| QR0603 FINLEY                                3.850 METERS 09006     |
 QR0602| QR0607 REBAR 22                            APPROX. 6.1 KM 2674442.6 |
 QR0602| CO4955 FINLEY 2 RM 4                        18.182 METERS 27335     |
 QR0602| CO4954 FINLEY 2 RM 3                        28.641 METERS 34842     |
 QR0602|---------------------------------------------------------------------|
 QR0602
 QR0602                          SUPERSEDED SURVEY CONTROL
 QR0602
 QR0602  NAD 83(1986)-  45 12 55.88530(N)    098 49 14.18919(W) AD(       ) 2
 QR0602  NAD 27      -  45 12 55.97525(N)    098 49 12.81144(W) AD(       ) 2
 QR0602  NGVD 29 (07/19/86)  422.8    (m)         1387.     (f) VERT ANG       
 QR0602
 QR0602.Superseded values are not recommended for survey control.
 QR0602
 QR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0602.See file dsdata.pdf to determine how the superseded data were derived.
 QR0602
 QR0602_MARKER: DS = TRIANGULATION STATION DISK
 QR0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0602_STAMPING: FINLEY 2 1967
 QR0602_MARK LOGO: CGS
 QR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0602+STABILITY: SURFACE MOTION
 QR0602
 QR0602  HISTORY     - Date     Condition        Report By
 QR0602  HISTORY     - 1967     MONUMENTED       CGS
 QR0602  HISTORY     - 1970     GOOD             NGS
 QR0602
 QR0602                          STATION DESCRIPTION
 QR0602
 QR0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QR0602'STATION IS LOCATED ABOUT 4 MILES WEST AND 4 MILES NORTH OF CHELSEA,
 QR0602'IN THE NORTHEAST CORNER OF SECTION 18, T 120 N, R 66 W, AND ON LAND
 QR0602'OWNED BY MR. GALE FINLEY WHO LIVES 1/4 MILE SOUTH OF THE STATION.
 QR0602'
 QR0602'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE EAST SIDE
 QR0602'OF NORTHVILLE, GO WEST ON STATE HIGHWAY 20 FOR 7.85 MILES
 QR0602'TO A ROAD LEADING NORTH TO CHELSEA.  CONTINUE WEST ON STATE HIGHWAY
 QR0602'20 FOR 3.95 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 QR0602'GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD AND THE STATION IN
 QR0602'THE SOUTHWEST ANGLE.  (TURN RIGHT AND GO EAST ON A SECTION LINE
 QR0602'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 QR0602'
 QR0602'STATION MARKS ARE STANDARD DISKS STAMPED FINLEY 2 1967.  THE
 QR0602'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 QR0602'PROJECTS 2 INCHES.  IT IS 54 FEET WEST OF THE CENTER OF A
 QR0602'NORTH-SOUTH ROAD, 46.5 FEET SOUTH OF AN EAST-WEST ROAD, 4 FEET
 QR0602'SOUTH OF A FENCE, AND 1 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS
 QR0602'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 QR0602'MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 QR0602'
 QR0602'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FINLEY 2 NO. 3 1967,
 QR0602'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 QR0602'IT IS 71 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 44
 QR0602'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, AND 1 FOOT EAST
 QR0602'OF A METAL WITNESS POST.
 QR0602'
 QR0602'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FINLEY 2 NO. 4 1967,
 QR0602'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 QR0602'IT IS 114 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 QR0602'44 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, AND 1 FOOT
 QR0602'SOUTH OF THE EAST-WEST FENCE.
 QR0602'
 QR0602'AZIMUTH MARK, A STANDARD DISK STAMPED FINLEY AZI. 1934, IS SET
 QR0602'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 QR0602'IT IS 19 FEET SOUTH OF THE APPROXIMATE CENTER OF THE OLD SECTION
 QR0602'LINE ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 QR0602
 QR0602                          STATION RECOVERY (1970)
 QR0602
 QR0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 QR0602'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH
 QR0602'MARK CANNOT BE OBSERVED DUE TO POWER LINE POLE ON LINE BETWEEN
 QR0602'STATION MARK AND AZIMUTH MARK.
 QR0602'
 QR0602'NO PREVIOUS REFERENCE AZIMUTHS WERE VISITBLE FROM GROUND.
 QR0602'
 QR0602'THE OLD DESCRIPTION IS ADEQUATE.
 QR0602'
 QR0602'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0867 ***********************************************************************
 QS0867  DESIGNATION -  FIRE
 QS0867  PID         -  QS0867
 QS0867  STATE/COUNTY-  SD/DEWEY
 QS0867  COUNTRY     -  US
 QS0867  USGS QUAD   -  LIVERMANT LAKE (2017)
 QS0867
 QS0867                         *CURRENT SURVEY CONTROL
 QS0867  ______________________________________________________________________
 QS0867* NAD 83(1996) POSITION- 45 21 26.01964(N) 101 13 27.88276(W)   ADJUSTED
 QS0867* NAVD 88 ORTHO HEIGHT -   686.    (meters)     2251.    (feet) SCALED
 QS0867  ______________________________________________________________________
 QS0867  GEOID HEIGHT    -        -20.992 (meters)                     GEOID18
 QS0867  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 QS0867  HORZ ORDER      -  SECOND
 QS0867
 QS0867.The horizontal coordinates were established by classical geodetic methods
 QS0867.and adjusted by the National Geodetic Survey in January 1998.
 QS0867
 QS0867.The orthometric height was scaled from a topographic map.
 QS0867
 QS0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0867.GEOID18 height accuracy estimate available here.
 QS0867
 QS0867.Click photographs - Photos may exist for this station.
 QS0867
 QS0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0867
 QS0867. The following values were computed from the NAD 83(1996) position.
 QS0867
 QS0867;                    North         East     Units Scale Factor Converg.
 QS0867;SPC SD N     -   170,066.453   504,068.909   MT  0.99995335   -0 51 59.6
 QS0867;SPC SD N     -   557,959.69  1,653,766.08   sFT  0.99995335   -0 51 59.6
 QS0867;UTM  14      - 5,025,042.005   325,775.625   MT  0.99997322   -1 34 59.0
 QS0867
 QS0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0867!SPC SD N     -   0.99989568  x   0.99995335  =   0.99984904
 QS0867!UTM  14      -   0.99989568  x   0.99997322  =   0.99986890
 QS0867
 QS0867:                Primary Azimuth Mark                     Grid Az
 QS0867:SPC SD N     -  FIRE AZ MK                               016 07 23.9
 QS0867:UTM  14      -  FIRE AZ MK                               016 50 23.3
 QS0867
 QS0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2577525042(NAD 83)
 QS0867
 QS0867|---------------------------------------------------------------------|
 QS0867| PID    Reference Object                     Distance      Geod. Az  |
 QS0867|                                                           dddmmss.s |
 QS0867| CQ8372 FIRE AZ MK                                         0151524.3 |
 QS0867| CQ8373 FIRE RM 1                             9.125 METERS 03146     |
 QS0867| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX.14.2 KM 0545408.5 |
 QS0867| CQ8374 FIRE RM 2                             9.297 METERS 21007     |
 QS0867| QS0892 FIRESTEEL GRADE SCHOOL BELFRY       APPROX. 8.9 KM 3280021.0 |
 QS0867|---------------------------------------------------------------------|
 QS0867
 QS0867                          SUPERSEDED SURVEY CONTROL
 QS0867
 QS0867  NAD 83(1986)-  45 21 26.01220(N)    101 13 27.88064(W) AD(       ) 2
 QS0867  NAD 27      -  45 21 26.06400(N)    101 13 26.35400(W) AD(       ) 2
 QS0867
 QS0867.Superseded values are not recommended for survey control.
 QS0867
 QS0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0867.See file dsdata.pdf to determine how the superseded data were derived.
 QS0867
 QS0867_MARKER: DS = TRIANGULATION STATION DISK
 QS0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0867_STAMPING: FIRE 1952
 QS0867_MARK LOGO: CGS
 QS0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0867+STABILITY: SURFACE MOTION
 QS0867
 QS0867  HISTORY     - Date     Condition        Report By
 QS0867  HISTORY     - 1952     MONUMENTED       CGS
 QS0867  HISTORY     - 19850426 GOOD             NGS
 QS0867
 QS0867                          STATION DESCRIPTION
 QS0867
 QS0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0867'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF FIRESTEEL,
 QS0867'ABOUT 1/4 MILE WEST OF STATE HIGHWAY NO. 63, IN THE SOUTHEAST
 QS0867'1/4 OF SECTION 7, T 16 N, R 24 E, AT THE SOUTH EDGE OF A LONE
 QS0867'BUTTE, AND 30 FEET NORTH OF THE STEEP SOUTH SLOPE.
 QS0867'
 QS0867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 8
 QS0867'AND 63 ABOUT 3 MILES EAST OF FIRESTEEL, GO SOUTH ON NO. 63 FOR
 QS0867'4.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 QS0867'FOR 0.4 MILE.  THEN BEAR SOUTHWEST ACROSS PASTURE LAND
 QS0867'FOR 0.2 MILE TO THE CEST OF THE BUTTE AND THE STATION.
 QS0867'
 QS0867'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0867'FIRE 1952.
 QS0867'
 QS0867'REFERENCE MARK NO. 1 IS NEAR THE STEEP EAST SLOPE OF THE
 QS0867'BUTTE.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED FIRE
 QS0867'NO 1 1952.
 QS0867'
 QS0867'REFERENCE MARK NO. 2 IS NEAR THE STEEP SOUTHWEST SLOPE OF THE
 QS0867'BUTTE.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QS0867'FIRE NO 2 1952.
 QS0867'
 QS0867'THE AZIMUTH MARK IS NEAR THE EAST EDGE OF A CULTIVATED FIELD,
 QS0867'72-FEET WEST OF THE CENTER OF THE HIGHWAY, AND 4 FEET SOUTH
 QS0867'OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 3 INCHES, AND THE
 QS0867'DISK IS STAMPED FIRE 1952.
 QS0867
 QS0867                          STATION RECOVERY (1985)
 QS0867
 QS0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 QS0867'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 QS0867'AZIMUTH MARK WAS RECOVERED DESTROYED AND AZ MK 2 WAS ESTABLISHED AT
 QS0867'THIS TIME.  THE DIRECTIONS AND DISTANCES AGREED REASONABLY WITH THE
 QS0867'1952 DATA.  NEW DESCRIPTIVE FOLLOWS.  THE STATION IS LOCATED ABOUT 8
 QS0867'KM (4.95 MI) SOUTHEAST OF FIRESTEEL, 0.25 KM (0.15 MI) WEST OF HIGHWAY
 QS0867'63, ON THE SOUTH END OF A BUTTE.  TO REACH THE STATION FROM THE
 QS0867'JUNCTION OF HIGHWAYS 20 AND 63, WHICH IS ABOUT 4.8 KM (3.00 MI) EAST
 QS0867'OF FIRESTEEL, GO SOUTH ON HIGHWAY 63 FOR 8.5 KM (5.30 MI) TO TRACK
 QS0867'ROAD RIGHT AND EAST-WEST FENCE LINE.  TURN RIGHT AND GO WEST ON TRACK
 QS0867'ROAD FOR 0.25 KM (0.15 MI) TO TOP OF BUTTE.  TURN LEFT AND GO SOUTH
 QS0867'FOR 0.1 KM (0.05 MI) TO THE STATION.  THE STATION IS A STANDARD CGS
 QS0867'DISK STAMPED FIRE 1952, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QS0867'12 INCHES (30 CM) IN DIAMETER PROJECTING 4 IN (10 CM) ABOVE THE
 QS0867'GROUND.  LOCATED 9.1 METER (29.9 FT) N FROM THE SOUTH EDGE OF THE
 QS0867'ABOVE BUTTE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED FIRE
 QS0867'NO.1 1952, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 QS0867'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND. REFERENCE
 QS0867'MARK NO 2 IS A STANDARD CGS DISK STAMPED FIRE NO 2 1952, SET INTO A
 QS0867'ROCK OUTCROP.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED FIRE
 QS0867'1952 NO 2, SET INTO A DRILL HOLE IN THE TOP OF THE WEST END OF A 0.5 M
 QS0867'(1.6 FT) CONCRETE CULVERT.  LOCATED 11.5 METERS (37.7 FT) W FROM THE
 QS0867'CENTER OF HIGHWAY 63.  0.65 METERS (2.13 FT) S FROM A STEEL POST.
 QS0867'0.55 METER (1.80 FT) N FROM A WITNESS POST.  0.20 METER (0.66 FT) E
 QS0867'FROM THE WEST END OF THE TOP OF THE CULVERT.  TO REACH THE AZIMUTH
 QS0867'MARK FROM THE JUNCTION OF THE TRACK ROAD AND HIGHWAY 63 MENTIONED
 QS0867'ABOVE, GO SOUTH ON HIGHWAY 63 FOR 0.8 KM (0.50 MI) TO THE MARK ON THE
 QS0867'RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0753 ***********************************************************************
 OS0753  DESIGNATION -  FIRE TOWER SOUTH
 OS0753  PID         -  OS0753
 OS0753  STATE/COUNTY-  SD/TODD
 OS0753  COUNTRY     -  US
 OS0753  USGS QUAD   -  IRON SHELL FLAT EAST (2017)
 OS0753
 OS0753                         *CURRENT SURVEY CONTROL
 OS0753  ______________________________________________________________________
 OS0753* NAD 83(1996) POSITION- 43 07 51.31634(N) 101 01 49.43958(W)   ADJUSTED
 OS0753  ______________________________________________________________________
 OS0753  GEOID HEIGHT    -        -21.383 (meters)                     GEOID18
 OS0753  LAPLACE CORR    -         -7.11  (seconds)                    DEFLEC18
 OS0753  HORZ ORDER      -  THIRD
 OS0753
 OS0753.The horizontal coordinates were established by classical geodetic methods
 OS0753.and adjusted by the National Geodetic Survey in January 1998.
 OS0753
 OS0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0753.GEOID18 height accuracy estimate available here.
 OS0753
 OS0753.Click photographs - Photos may exist for this station.
 OS0753
 OS0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0753
 OS0753. The following values were computed from the NAD 83(1996) position.
 OS0753
 OS0753;                    North         East     Units Scale Factor Converg.
 OS0753;SPC SD S     -    88,843.020   543,285.255   MT  0.99994284   -0 28 51.1
 OS0753;SPC SD S     -   291,479.14  1,782,428.37   sFT  0.99994284   -0 28 51.1
 OS0753;UTM  14      - 4,777,354.480   334,854.943   MT  0.99993551   -1 23 18.4
 OS0753
 OS0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3485477354(NAD 83)
 OS0753
 OS0753                          SUPERSEDED SURVEY CONTROL
 OS0753
 OS0753  NAD 83(1995)-  43 07 51.31576(N)    101 01 49.43873(W) AD(       ) 3
 OS0753  NAD 83(1986)-  43 07 51.31377(N)    101 01 49.45148(W) AD(       ) 3
 OS0753  NAD 27      -  43 07 51.29700(N)    101 01 47.91800(W) AD(       ) 3
 OS0753
 OS0753.Superseded values are not recommended for survey control.
 OS0753
 OS0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0753.See file dsdata.pdf to determine how the superseded data were derived.
 OS0753
 OS0753_MARKER: 57 = LOOKOUT TOWER
 OS0753
 OS0753  HISTORY     - Date     Condition        Report By
 OS0753  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0753
 OS0753                          STATION DESCRIPTION
 OS0753
 OS0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0753'ABOUT 6 MILES AIRLINE WEST OF ST. FRANCIS.  POINT OBSERVED UPON
 OS0753'WAS THE FINIAL OF FIRE TOWER KNOWN LOCALLY AS THE SOUTH TOWER, A
 OS0753'WOODEN STRUCTURE ABOUT 70 FEET HIGH.  A MEASUREMENT WAS TAKEN TO
 OS0753'THE TOWER FROM STATION SOUTH.  THE TOWER IS JUST SOUTH AND EAST OF
 OS0753'STATION SOUTH.
 OS0753'
 OS0753'SOUTH TO FIRE TOWER.  (40.1 FEET).
 OS0753'
 OS0753'OBSERVED UPON FROM TRIANGULATION STATIONS PARMELEE 1933, SOUTH,
 OS0753'BDY. MON. 68-1/2 ECC. 1933, ONEILL AND BARNES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0892 ***********************************************************************
 QS0892  DESIGNATION -  FIRESTEEL GRADE SCHOOL BELFRY
 QS0892  PID         -  QS0892
 QS0892  STATE/COUNTY-  SD/DEWEY
 QS0892  COUNTRY     -  US
 QS0892  USGS QUAD   -  FIRESTEEL (2017)
 QS0892
 QS0892                         *CURRENT SURVEY CONTROL
 QS0892  ______________________________________________________________________
 QS0892* NAD 83(1996) POSITION- 45 25 29.20404(N) 101 17 03.67916(W)   ADJUSTED
 QS0892  ______________________________________________________________________
 QS0892  GEOID HEIGHT    -        -20.765 (meters)                     GEOID18
 QS0892  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 QS0892  HORZ ORDER      -  THIRD
 QS0892
 QS0892.The horizontal coordinates were established by classical geodetic methods
 QS0892.and adjusted by the National Geodetic Survey in January 1998.
 QS0892
 QS0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0892.GEOID18 height accuracy estimate available here.
 QS0892
 QS0892.Click photographs - Photos may exist for this station.
 QS0892
 QS0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0892
 QS0892. The following values were computed from the NAD 83(1996) position.
 QS0892
 QS0892;                    North         East     Units Scale Factor Converg.
 QS0892;SPC SD N     -   177,645.557   499,491.898   MT  0.99996034   -0 54 32.4
 QS0892;SPC SD N     -   582,825.46  1,638,749.67   sFT  0.99996034   -0 54 32.4
 QS0892;UTM  14      - 5,032,678.035   321,293.775   MT  0.99999267   -1 37 39.5
 QS0892
 QS0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2129332678(NAD 83)
 QS0892
 QS0892                          SUPERSEDED SURVEY CONTROL
 QS0892
 QS0892  NAD 83(1986)-  45 25 29.19614(N)    101 17 03.67575(W) AD(       ) 3
 QS0892  NAD 27      -  45 25 29.24700(N)    101 17 02.14600(W) AD(       ) 3
 QS0892
 QS0892.Superseded values are not recommended for survey control.
 QS0892
 QS0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0892.See file dsdata.pdf to determine how the superseded data were derived.
 QS0892
 QS0892_MARKER: 75 = BELFRY
 QS0892
 QS0892  HISTORY     - Date     Condition        Report By
 QS0892  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0892
 QS0892                          STATION DESCRIPTION
 QS0892
 QS0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0892'THE STATION IS NEAR THE CENTER OF TOWN, IT IS A WOODEN, WHITE
 QS0892'PAINTED BUILDING ABOUT 50 FEET HIGH.  THE POINT INTERSECTED
 QS0892'WAS THE APEX OF THE BELFRY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1099 ***********************************************************************
 PT1099  DESIGNATION -  FISH
 PT1099  PID         -  PT1099
 PT1099  STATE/COUNTY-  SD/DEWEY
 PT1099  COUNTRY     -  US
 PT1099  USGS QUAD   -  ROUSSEAU CREEK NW (2017)
 PT1099
 PT1099                         *CURRENT SURVEY CONTROL
 PT1099  ______________________________________________________________________
 PT1099* NAD 83(1996) POSITION- 44 57 39.95404(N) 100 57 53.91216(W)   ADJUSTED
 PT1099* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 PT1099  ______________________________________________________________________
 PT1099  GEOID HEIGHT    -        -21.691 (meters)                     GEOID18
 PT1099  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 PT1099  HORZ ORDER      -  THIRD
 PT1099
 PT1099.The horizontal coordinates were established by classical geodetic methods
 PT1099.and adjusted by the National Geodetic Survey in January 1998.
 PT1099
 PT1099.The orthometric height was scaled from a topographic map.
 PT1099
 PT1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1099.GEOID18 height accuracy estimate available here.
 PT1099
 PT1099.Click photographs - Photos may exist for this station.
 PT1099
 PT1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1099
 PT1099. The following values were computed from the NAD 83(1996) position.
 PT1099
 PT1099;                    North         East     Units Scale Factor Converg.
 PT1099;SPC SD N     -   125,773.448   523,869.605   MT  0.99994034   -0 40 58.6
 PT1099;SPC SD N     -   412,641.72  1,718,728.86   sFT  0.99994034   -0 40 58.6
 PT1099;UTM  14      - 4,980,507.134   345,025.017   MT  0.99989533   -1 23 19.6
 PT1099
 PT1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1099!SPC SD N     -   0.99990300  x   0.99994034  =   0.99984334
 PT1099!UTM  14      -   0.99990300  x   0.99989533  =   0.99979834
 PT1099
 PT1099:                Primary Azimuth Mark                     Grid Az
 PT1099:SPC SD N     -  FISH AZ MK                               346 25 10.1
 PT1099:UTM  14      -  FISH AZ MK                               347 07 31.1
 PT1099
 PT1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4502580507(NAD 83)
 PT1099
 PT1099|---------------------------------------------------------------------|
 PT1099| PID    Reference Object                     Distance      Geod. Az  |
 PT1099|                                                           dddmmss.s |
 PT1099| CO4961 FISH RM 1                            12.158 METERS 01732     |
 PT1099| CO4962 FISH RM 2                             7.912 METERS 28926     |
 PT1099| CO4960 FISH AZ MK                                         3454411.5 |
 PT1099|---------------------------------------------------------------------|
 PT1099
 PT1099                          SUPERSEDED SURVEY CONTROL
 PT1099
 PT1099  NAD 83(1986)-  44 57 39.94660(N)    100 57 53.91234(W) AD(       ) 3
 PT1099  NAD 27      -  44 57 40.00700(N)    100 57 52.38500(W) AD(       ) 3
 PT1099
 PT1099.Superseded values are not recommended for survey control.
 PT1099
 PT1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1099.See file dsdata.pdf to determine how the superseded data were derived.
 PT1099
 PT1099_MARKER: DS = TRIANGULATION STATION DISK
 PT1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1099_STAMPING: FISH 1952
 PT1099_MARK LOGO: CGS
 PT1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1099+STABILITY: SURFACE MOTION
 PT1099
 PT1099  HISTORY     - Date     Condition        Report By
 PT1099  HISTORY     - 1952     MONUMENTED       CGS
 PT1099
 PT1099                          STATION DESCRIPTION
 PT1099
 PT1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1099'THE STATION IS IN SECTION 33, T 12 N, R 26 E, ABOUT 7-1/2
 PT1099'MILES EAST AND 4-1/2 MILES SOUTH OF PARADE, 47 FEET WEST OF
 PT1099'A TRACK ROAD, AND 7 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS
 PT1099'POST.
 PT1099'
 PT1099'TO REACH THE STATION FROM THE RAILROAD STATION AT PARADE GO
 PT1099'EAST ON U.S. HIGHWAY 212 FOR 4.35 MILES TO A LARGE RED BARN
 PT1099'AND WHITE HOUSE ON THE LEFT, CONTINUE EAST ON THE HIGHWAY FOR
 PT1099'1.6 MILES TO A TRACK ROAD RIGHT, TURN RIGHT (SOUTH) OFF HIGHWAY
 PT1099'AND FOLLOW THE MOST EASTERLY OF TWO TRACK ROADS FOR 0.5 MILE,
 PT1099'CROSS RAILROAD, PASS THROUGH WIRE GATE AND CONTINUE SOUTH FOR
 PT1099'1.15 MILES TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 PT1099'SOUTH ON TRACK ROAD FOR 2.5 MILES TO THE AZIMUTH MARK ON THE
 PT1099'RIGHT AS DESCRIBED BELOW, CONTINUE SOUTH ON TRACK ROAD FOR
 PT1099'0.5 MILE TO THE TOP OF A LOW MOUND AND THE STATION ON THE
 PT1099'RIGHT.
 PT1099'
 PT1099'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PT1099'FISH 1952.
 PT1099'
 PT1099'REFERENCE MARK NO. 1 IS 38 FEET WEST OF A TRACK ROAD.  THE
 PT1099'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED FISH NO 1
 PT1099'1952.
 PT1099'
 PT1099'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1099'FISH NO 2 1952.
 PT1099'
 PT1099'THE AZIMUTH MARK IS 22 FEET WEST OF THE TRACK ROAD, AND 4 FEET
 PT1099'SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 PT1099'3 INCHES, AND THE DISK IS STAMPED FISH 1952.
 PT1099'
 PT1099'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0990 ***********************************************************************
 PR0990  DESIGNATION -  FISH LAKE COMMUNITY CH SPIRE
 PR0990  PID         -  PR0990
 PR0990  STATE/COUNTY-  SD/DEUEL
 PR0990  COUNTRY     -  US
 PR0990  USGS QUAD   -  BRANDT (2017)
 PR0990
 PR0990                         *CURRENT SURVEY CONTROL
 PR0990  ______________________________________________________________________
 PR0990* NAD 83(1996) POSITION- 44 40 28.87298(N) 096 31 32.58163(W)   ADJUSTED
 PR0990  ______________________________________________________________________
 PR0990  GEOID HEIGHT    -        -25.415 (meters)                     GEOID18
 PR0990  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 PR0990  HORZ ORDER      -  THIRD
 PR0990
 PR0990.The horizontal coordinates were established by classical geodetic methods
 PR0990.and adjusted by the National Geodetic Survey in January 1998.
 PR0990
 PR0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0990.GEOID18 height accuracy estimate available here.
 PR0990
 PR0990.Click photographs - Photos may exist for this station.
 PR0990
 PR0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0990
 PR0990. The following values were computed from the NAD 83(1996) position.
 PR0990
 PR0990;                    North         East     Units Scale Factor Converg.
 PR0990;SPC SD N     -    99,403.064   875,386.474   MT  0.99996058   +2 27 32.0
 PR0990;SPC SD N     -   326,124.89  2,871,997.12   sFT  0.99996058   +2 27 32.0
 PR0990;UTM  14      - 4,949,791.406   696,112.462   MT  1.00007297   +1 44 24.6
 PR0990
 PR0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9611249791(NAD 83)
 PR0990
 PR0990                          SUPERSEDED SURVEY CONTROL
 PR0990
 PR0990  NAD 83(1986)-  44 40 28.86615(N)    096 31 32.56640(W) AD(       ) 3
 PR0990  NAD 27      -  44 40 29.01000(N)    096 31 31.37000(W) AD(       ) 3
 PR0990
 PR0990.Superseded values are not recommended for survey control.
 PR0990
 PR0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0990.See file dsdata.pdf to determine how the superseded data were derived.
 PR0990
 PR0990_MARKER: 90 = CHURCH SPIRE
 PR0990
 PR0990  HISTORY     - Date     Condition        Report By
 PR0990  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0990
 PR0990                          STATION DESCRIPTION
 PR0990
 PR0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0990'POINT OBSERVED UPON WAS TIP OF SPIRE OF FISHLAKE COMMUNITY
 PR0990'CHURCH, LOCATED APPROXIMATELY 6.5 MILES W OF TRIANGULATION
 PR0990'STATION MEDLIN.  STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0993 ***********************************************************************
 PU0993  DESIGNATION -  FIXIT
 PU0993  PID         -  PU0993
 PU0993  STATE/COUNTY-  SD/MEADE
 PU0993  COUNTRY     -  US
 PU0993  USGS QUAD   -  REDOWL (2017)
 PU0993
 PU0993                         *CURRENT SURVEY CONTROL
 PU0993  ______________________________________________________________________
 PU0993* NAD 83(1996) POSITION- 44 43 09.72547(N) 102 31 57.67474(W)   ADJUSTED
 PU0993* NAVD 88 ORTHO HEIGHT -   862.532 (meters)     2829.82  (feet) ADJUSTED
 PU0993  ______________________________________________________________________
 PU0993  GEOID HEIGHT    -        -18.394 (meters)                     GEOID18
 PU0993  LAPLACE CORR    -         -7.73  (seconds)                    DEFLEC18
 PU0993  DYNAMIC HEIGHT  -        862.324 (meters)     2829.14  (feet) COMP
 PU0993  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 PU0993
 PU0993  HORZ ORDER      -  SECOND
 PU0993  VERT ORDER      -  SECOND    CLASS 0
 PU0993
 PU0993.The horizontal coordinates were established by classical geodetic methods
 PU0993.and adjusted by the National Geodetic Survey in January 1998.
 PU0993
 PU0993.The orthometric height was determined by differential leveling and
 PU0993.adjusted by the NATIONAL GEODETIC SURVEY
 PU0993.in June 1991.
 PU0993
 PU0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0993.GEOID18 height accuracy estimate available here.
 PU0993
 PU0993.Click photographs - Photos may exist for this station.
 PU0993
 PU0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0993
 PU0993.The dynamic height is computed by dividing the NAVD 88
 PU0993.geopotential number by the normal gravity value computed on the
 PU0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0993.degrees latitude (g = 980.6199 gals.).
 PU0993
 PU0993.The modeled gravity was interpolated from observed gravity values.
 PU0993
 PU0993. The following values were computed from the NAD 83(1996) position.
 PU0993
 PU0993;                    North         East     Units Scale Factor Converg.
 PU0993;SPC SD N     -   101,596.506   399,374.820   MT  0.99995579   -1 47 32.9
 PU0993;SPC SD N     -   333,321.20  1,310,282.22   sFT  0.99995579   -1 47 32.9
 PU0993;UTM  13      - 4,954,737.955   695,409.564   MT  1.00006958   +1 44 11.9
 PU0993
 PU0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0993!SPC SD N     -   0.99986766  x   0.99995579  =   0.99982346
 PU0993!UTM  13      -   0.99986766  x   1.00006958  =   0.99993723
 PU0993
 PU0993:                Primary Azimuth Mark                     Grid Az
 PU0993:SPC SD N     -  FIXIT AZ MK                              002 29 25.3
 PU0993:UTM  13      -  FIXIT AZ MK                              358 57 40.5
 PU0993
 PU0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9540954737(NAD 83)
 PU0993
 PU0993|---------------------------------------------------------------------|
 PU0993| PID    Reference Object                     Distance      Geod. Az  |
 PU0993|                                                           dddmmss.s |
 PU0993| PU0991 FIXIT AZ MK                                        0004152.4 |
 PU0993| PU0992 FIXIT RM 1                           14.585 METERS 03510     |
 PU0993| PU0994 FIXIT RM 2                           12.699 METERS 22833     |
 PU0993|---------------------------------------------------------------------|
 PU0993
 PU0993                          SUPERSEDED SURVEY CONTROL
 PU0993
 PU0993  NAD 83(1993)-  44 43 09.71758(N)    102 31 57.67435(W) AD(       ) 2
 PU0993  NAD 83(1986)-  44 43 09.71718(N)    102 31 57.67412(W) AD(       ) 2
 PU0993  NAD 27      -  44 43 09.75520(N)    102 31 56.07960(W) AD(       ) 2
 PU0993  NGVD 29 (??/??/92)  862.066  (m)         2828.29   (f) ADJ UNCH    2 0
 PU0993  NGVD 29             862.07   (m)         2828.3    (f) LEVELING    3  
 PU0993
 PU0993.Superseded values are not recommended for survey control.
 PU0993
 PU0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0993.See file dsdata.pdf to determine how the superseded data were derived.
 PU0993
 PU0993_MARKER: DS = TRIANGULATION STATION DISK
 PU0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0993_STAMPING: FIXIT 1962
 PU0993_MARK LOGO: CGS
 PU0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0993+STABILITY: SURFACE MOTION
 PU0993
 PU0993  HISTORY     - Date     Condition        Report By
 PU0993  HISTORY     - 1962     MONUMENTED       CGS
 PU0993  HISTORY     - 1962     GOOD             CGS
 PU0993
 PU0993                          STATION DESCRIPTION
 PU0993
 PU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0993'THE STATION IS 6-1/2 MILES EAST-SOUTHEAST OF STONEVILLE, 2
 PU0993'MILES NORTHEAST OF RED OWL, IN THE SOUTHEAST CORNER OF SECTION
 PU0993'21, T 9 N, R 13 E, UPON ROAD RIGHT-OF-WAY IN THE NORTHWEST
 PU0993'ANGLE OF A T-ROAD INTERSECTION OF EAST-WEST AND NORTH-SOUTH
 PU0993'ROADS.
 PU0993'
 PU0993'TO REACH THE STATION FROM THE POST OFFICE AT RED OWL, DRIVE
 PU0993'NORTH ON THE GRAVELED ROAD FOR 1.5 MILES TO A Y-FORK.  KEEP
 PU0993'THE RIGHT FORK AND CONTINUE EAST ON THE GRAVELED ROAD FOR 1.0
 PU0993'MILE TO A SIDE ROAD AND THE STATION ON THE LEFT.
 PU0993'
 PU0993'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS,
 PU0993'EACH STAMPED FIXIT 1962.  THE SURFACE MARK, SET IN THE TOP OF A
 PU0993'CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER AND PROJECTING
 PU0993'4 INCHES ABOVE THE GROUND SURFACE, IS 86 FEET SOUTH OF THE
 PU0993'CENTER OF THE EAST-WEST ROAD, 72 FEET WEST OF THE NORTH-SOUTH
 PU0993'ROAD AND 6.0 FEET EAST OF A METAL WITNESS POST AND THE WEST
 PU0993'RIGHT-OF-WAY FENCE.
 PU0993'
 PU0993'REFERENCE MARK 1, A STANDARD DISK STAMPED FIXIT NO 1 1962,
 PU0993'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0993'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 PU0993'GROUND.  IT IS 46 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 PU0993'ROAD, 20 FEET SOUTH OF A TELEPHONE POLE AND 2.5 FEET SOUTH OF
 PU0993'A FENCE CORNER.
 PU0993'
 PU0993'REFERENCE MARK 2, A STANDARD DISK STAMPED FIXIT NO 2 1962,
 PU0993'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 PU0993'INCHES IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE
 PU0993'OF THE GROUND.  IT IS 59 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 PU0993'ROAD AND 16.5 FEET SOUTHEAST OF A FENCE CORNER.
 PU0993'
 PU0993'THE AZIMUTH MARK, A STANDARD DISK STAMPED FIXIT 1962, IS SET
 PU0993'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0993'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 PU0993'GROUND.  IT IS 46.5 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 PU0993'GRAVELED ROAD, 16.0 FEET SOUTH OF THE CENTER OF A WIRE GATE
 PU0993'AND A FIELD ENTRANCE ROAD, 4.2 FEET NORTHEAST OF A METAL WITNESS
 PU0993'POST WITH SIGN AND 3.5 FEET EAST OF THE WEST RIGHT-OF-WAY
 PU0993'FENCE.
 PU0993'
 PU0993'TO REACH THE AZIMUTH FROM THE STATION, DRIVE NORTH ON THE
 PU0993'GRAVELED ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT, WEST,
 PU0993'SIDE OF THE ROAD.
 PU0993
 PU0993                          STATION RECOVERY (1962)
 PU0993
 PU0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0993'2.8 MI NE FROM RED OWL.
 PU0993'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0993'1.0 MILE EAST, AT THE JUNCTION OF A ROAD NORTH, 89 FEET NORTH
 PU0993'OF THE CENTER LINE OF THE ROAD, 70 FEET WEST OF THE CENTER
 PU0993'OF THE ROAD NORTH, 47.8 FEET SOUTHWEST OF REFERENCE MARK 1,
 PU0993'41.8 FEET NORTHEAST OF REFERENCE MARK 2, 6.1 FEET SOUTHEAST OF
 PU0993'A FENCE, 5.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 PU0993'WITH THE ROADS AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0993'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0991 ***********************************************************************
 PU0991  DESIGNATION -  FIXIT AZ MK
 PU0991  PID         -  PU0991
 PU0991  STATE/COUNTY-  SD/MEADE
 PU0991  COUNTRY     -  US
 PU0991  USGS QUAD   -  REDOWL (2017)
 PU0991
 PU0991                         *CURRENT SURVEY CONTROL
 PU0991  ______________________________________________________________________
 PU0991* NAD 83(1986) POSITION- 44 43 13.     (N) 102 31 58.     (W)   SCALED
 PU0991* NAVD 88 ORTHO HEIGHT -   838.919 (meters)     2752.35  (feet) ADJUSTED
 PU0991  ______________________________________________________________________
 PU0991  GEOID HEIGHT    -        -18.393 (meters)                     GEOID18
 PU0991  DYNAMIC HEIGHT  -        838.717 (meters)     2751.69  (feet) COMP
 PU0991  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 PU0991
 PU0991  VERT ORDER      -  SECOND    CLASS 0
 PU0991
 PU0991.The horizontal coordinates were scaled from a map and have
 PU0991.an estimated accuracy of +/- 6 seconds.
 PU0991
 PU0991.The orthometric height was determined by differential leveling and
 PU0991.adjusted by the NATIONAL GEODETIC SURVEY
 PU0991.in June 1991.
 PU0991
 PU0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0991.GEOID18 height accuracy estimate available here.
 PU0991
 PU0991.Click photographs - Photos may exist for this station.
 PU0991
 PU0991.The dynamic height is computed by dividing the NAVD 88
 PU0991.geopotential number by the normal gravity value computed on the
 PU0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0991.degrees latitude (g = 980.6199 gals.).
 PU0991
 PU0991.The modeled gravity was interpolated from observed gravity values.
 PU0991
 PU0991;                    North         East    Units  Estimated Accuracy
 PU0991;SPC SD N     -   101,700.      399,370.      MT  (+/- 180 meters Scaled)
 PU0991
 PU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK953548(NAD 83)
 PU0991
 PU0991                          SUPERSEDED SURVEY CONTROL
 PU0991
 PU0991  NGVD 29 (??/??/92)  838.452  (m)         2750.82   (f) ADJ UNCH    2 0
 PU0991
 PU0991.Superseded values are not recommended for survey control.
 PU0991
 PU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0991.See file dsdata.pdf to determine how the superseded data were derived.
 PU0991
 PU0991_MARKER: DZ = AZIMUTH MARK DISK
 PU0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0991_STAMPING: FIXIT 1962
 PU0991_MARK LOGO: CGS
 PU0991_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0991+STABILITY: SURFACE MOTION
 PU0991
 PU0991  HISTORY     - Date     Condition        Report By
 PU0991  HISTORY     - 1962     MONUMENTED       CGS
 PU0991  HISTORY     - 1963     GOOD             CGS
 PU0991
 PU0991                          STATION DESCRIPTION
 PU0991
 PU0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0991'3.4 MI NE FROM RED OWL.
 PU0991'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0991'POST OFFICE AT RED OWL, THENCE 1.0 MILE EAST ALONG A GRAVELED
 PU0991'ROAD, THENCE 0.65 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION
 PU0991'21, T 9 N, R 13 E, 48 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0991'17 FEET SOUTH OF THE CENTER OF A WIRE GATE AND FIELD ENTRANCE,
 PU0991'36 FEET NORTH OF A TELEPHONE POLE, 3 1/2 FEET EAST OF A FENCE,
 PU0991'4.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0991'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0992 ***********************************************************************
 PU0992  DESIGNATION -  FIXIT RM 1
 PU0992  PID         -  PU0992
 PU0992  STATE/COUNTY-  SD/MEADE
 PU0992  COUNTRY     -  US
 PU0992  USGS QUAD   -  REDOWL (2017)
 PU0992
 PU0992                         *CURRENT SURVEY CONTROL
 PU0992  ______________________________________________________________________
 PU0992* NAD 83(1986) POSITION- 44 43 10.11   (N) 102 31 57.29   (W)   HD_HELD1
 PU0992* NAVD 88 ORTHO HEIGHT -   861.973 (meters)     2827.99  (feet) ADJUSTED
 PU0992  ______________________________________________________________________
 PU0992  GEOID HEIGHT    -        -18.394 (meters)                     GEOID18
 PU0992  DYNAMIC HEIGHT  -        861.766 (meters)     2827.31  (feet) COMP
 PU0992  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 PU0992
 PU0992  VERT ORDER      -  SECOND    CLASS 0
 PU0992
 PU0992.The horizontal coordinates were determined by differentially corrected
 PU0992.hand held GPS observations or other comparable positioning techniques
 PU0992.and have an estimated accuracy of +/- 3 meters.
 PU0992
 PU0992.The orthometric height was determined by differential leveling and
 PU0992.adjusted by the NATIONAL GEODETIC SURVEY
 PU0992.in June 1991.
 PU0992
 PU0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0992.GEOID18 height accuracy estimate available here.
 PU0992
 PU0992.Click photographs - Photos may exist for this station.
 PU0992
 PU0992.The dynamic height is computed by dividing the NAVD 88
 PU0992.geopotential number by the normal gravity value computed on the
 PU0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0992.degrees latitude (g = 980.6199 gals.).
 PU0992
 PU0992.The modeled gravity was interpolated from observed gravity values.
 PU0992
 PU0992;                    North         East    Units  Estimated Accuracy
 PU0992;SPC SD N     -   101,608.1     399,383.7     MT  (+/- 3 meters HH1 GPS) 
 PU0992
 PU0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9541754750(NAD 83)
 PU0992
 PU0992                          SUPERSEDED SURVEY CONTROL
 PU0992
 PU0992  NGVD 29 (??/??/92)  861.507  (m)         2826.46   (f) ADJ UNCH    2 0
 PU0992
 PU0992.Superseded values are not recommended for survey control.
 PU0992
 PU0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0992.See file dsdata.pdf to determine how the superseded data were derived.
 PU0992
 PU0992_MARKER: DR = REFERENCE MARK DISK
 PU0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0992_STAMPING: FIXIT NO 1 1962
 PU0992_MARK LOGO: CGS
 PU0992_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0992+STABILITY: SURFACE MOTION
 PU0992
 PU0992  HISTORY     - Date     Condition        Report By
 PU0992  HISTORY     - 1962     MONUMENTED       CGS
 PU0992  HISTORY     - 1963     GOOD             CGS
 PU0992
 PU0992                          STATION DESCRIPTION
 PU0992
 PU0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0992'2.8 MI NE FROM RED OWL.
 PU0992'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0992'1.0 MILE EAST ALONG A ROAD, AT THE JUNCTION OF A ROAD NORTH,
 PU0992'47 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 47.8 FEET
 PU0992'NORTHEAST OF THE STATION, 48.5 FEET NORTHEAST OF A WITNESS POST,
 PU0992'1.8 FEET SOUTHEAST OF A FENCE, 2 1/2 FEET SOUTHWEST OF A FENCE
 PU0992'CORNER, 17 FEET SOUTH OF TELEPHONE POLE 4 F1 WITH GUY WIRE,
 PU0992'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0992'PROJECTING 0.3 FOOT.
 PU0992
 PU0992                          STATION RECOVERY (1963)
 PU0992
 PU0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0994 ***********************************************************************
 PU0994  DESIGNATION -  FIXIT RM 2
 PU0994  PID         -  PU0994
 PU0994  STATE/COUNTY-  SD/MEADE
 PU0994  COUNTRY     -  US
 PU0994  USGS QUAD   -  REDOWL (2017)
 PU0994
 PU0994                         *CURRENT SURVEY CONTROL
 PU0994  ______________________________________________________________________
 PU0994* NAD 83(1986) POSITION- 44 43 09.45   (N) 102 31 58.11   (W)   HD_HELD1
 PU0994* NAVD 88 ORTHO HEIGHT -   862.467 (meters)     2829.61  (feet) ADJUSTED
 PU0994  ______________________________________________________________________
 PU0994  GEOID HEIGHT    -        -18.394 (meters)                     GEOID18
 PU0994  DYNAMIC HEIGHT  -        862.259 (meters)     2828.93  (feet) COMP
 PU0994  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 PU0994
 PU0994  VERT ORDER      -  SECOND    CLASS 0
 PU0994
 PU0994.The horizontal coordinates were determined by differentially corrected
 PU0994.hand held GPS observations or other comparable positioning techniques
 PU0994.and have an estimated accuracy of +/- 3 meters.
 PU0994
 PU0994.The orthometric height was determined by differential leveling and
 PU0994.adjusted by the NATIONAL GEODETIC SURVEY
 PU0994.in June 1991.
 PU0994
 PU0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0994.GEOID18 height accuracy estimate available here.
 PU0994
 PU0994.Click photographs - Photos may exist for this station.
 PU0994
 PU0994.The dynamic height is computed by dividing the NAVD 88
 PU0994.geopotential number by the normal gravity value computed on the
 PU0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0994.degrees latitude (g = 980.6199 gals.).
 PU0994
 PU0994.The modeled gravity was interpolated from observed gravity values.
 PU0994
 PU0994;                    North         East    Units  Estimated Accuracy
 PU0994;SPC SD N     -   101,588.3     399,365.0     MT  (+/- 3 meters HH1 GPS) 
 PU0994
 PU0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9540054729(NAD 83)
 PU0994
 PU0994                          SUPERSEDED SURVEY CONTROL
 PU0994
 PU0994  NGVD 29 (??/??/92)  862.001  (m)         2828.08   (f) ADJ UNCH    2 0
 PU0994
 PU0994.Superseded values are not recommended for survey control.
 PU0994
 PU0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0994.See file dsdata.pdf to determine how the superseded data were derived.
 PU0994
 PU0994_MARKER: DR = REFERENCE MARK DISK
 PU0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0994_STAMPING: FIXIT NO 2 1962
 PU0994_MARK LOGO: CGS
 PU0994_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0994+STABILITY: SURFACE MOTION
 PU0994
 PU0994  HISTORY     - Date     Condition        Report By
 PU0994  HISTORY     - 1962     MONUMENTED       CGS
 PU0994
 PU0994                          STATION DESCRIPTION
 PU0994
 PU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0994'2.8 MI NE FROM RED OWL.
 PU0994'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0994'1.0 MILE EAST ALONG A ROAD, AT THE JUNCTION OF A ROAD NORTH,
 PU0994'61 FEET NORTH OF THE CENTER LINE OF THE ROAD, 105 FEET WEST
 PU0994'OF THE CENTER LINE OF THE ROAD NORTH, 41.8 FEET SOUTHWEST OF
 PU0994'THE STATION, 16 FEET NORTHEAST OF A TELEPHONE POLE, 25 FEET
 PU0994'NORTHEAST OF A FENCE CORNER, 1.1 FEET SOUTHEAST OF A FENCE,
 PU0994'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0517 ***********************************************************************
 QT0517  DESIGNATION -  FLADMORE
 QT0517  PID         -  QT0517
 QT0517  STATE/COUNTY-  SD/HARDING
 QT0517  COUNTRY     -  US
 QT0517  USGS QUAD   -  REDIG NE (2017)
 QT0517
 QT0517                         *CURRENT SURVEY CONTROL
 QT0517  ______________________________________________________________________
 QT0517* NAD 83(1996) POSITION- 45 27 25.84457(N) 103 32 45.12161(W)   ADJUSTED
 QT0517* NAVD 88 ORTHO HEIGHT -   930.    (meters)     3051.    (feet) SCALED
 QT0517  ______________________________________________________________________
 QT0517  GEOID HEIGHT    -        -16.078 (meters)                     GEOID18
 QT0517  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 QT0517  HORZ ORDER      -  THIRD
 QT0517
 QT0517.The horizontal coordinates were established by classical geodetic methods
 QT0517.and adjusted by the National Geodetic Survey in January 1998.
 QT0517
 QT0517.The orthometric height was scaled from a topographic map.
 QT0517
 QT0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0517.GEOID18 height accuracy estimate available here.
 QT0517
 QT0517.Click photographs - Photos may exist for this station.
 QT0517
 QT0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0517
 QT0517. The following values were computed from the NAD 83(1996) position.
 QT0517
 QT0517;                    North         East     Units Scale Factor Converg.
 QT0517;SPC SD N     -   186,521.810   322,750.493   MT  0.99996419   -2 30 34.4
 QT0517;SPC SD N     -   611,946.97  1,058,890.58   sFT  0.99996419   -2 30 34.4
 QT0517;UTM  13      - 5,034,767.618   613,692.658   MT  0.99975892   +1 02 11.4
 QT0517
 QT0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0517!SPC SD N     -   0.99985666  x   0.99996419  =   0.99982086
 QT0517!UTM  13      -   0.99985666  x   0.99975892  =   0.99961561
 QT0517
 QT0517:                Primary Azimuth Mark                     Grid Az
 QT0517:SPC SD N     -  FLADMORE 2 AZ MK                         009 24 32.5
 QT0517:UTM  13      -  FLADMORE 2 AZ MK                         005 51 46.7
 QT0517
 QT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1369234767(NAD 83)
 QT0517
 QT0517|---------------------------------------------------------------------|
 QT0517| PID    Reference Object                     Distance      Geod. Az  |
 QT0517|                                                           dddmmss.s |
 QT0517| CQ8384 FLADMORE AZ MK                                     0054050.6 |
 QT0517| AH7199 FLADMORE 2 AZ MK                                   0065358.1 |
 QT0517| QT0516 FLADMORE 2                          103.441 METERS 12834     |
 QT0517| CQ8385 FLADMORE RM 1                        11.598 METERS 15447     |
 QT0517| QT0519 FLADMORE TEMP PT                     18.642 METERS 21834     |
 QT0517| CQ8386 FLADMORE RM 2                        11.834 METERS 24241     |
 QT0517|---------------------------------------------------------------------|
 QT0517
 QT0517                          SUPERSEDED SURVEY CONTROL
 QT0517
 QT0517  NAD 83(1993)-  45 27 25.83619(N)    103 32 45.11746(W) AD(       ) 3
 QT0517  NAD 83(1986)-  45 27 25.83320(N)    103 32 45.11531(W) AD(       ) 3
 QT0517  NAD 27      -  45 27 25.85400(N)    103 32 43.42900(W) AD(       ) 3
 QT0517
 QT0517.Superseded values are not recommended for survey control.
 QT0517
 QT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0517.See file dsdata.pdf to determine how the superseded data were derived.
 QT0517
 QT0517_MARKER: DS = TRIANGULATION STATION DISK
 QT0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0517_STAMPING: FLADMORE 1952
 QT0517_MARK LOGO: CGS
 QT0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0517+STABILITY: SURFACE MOTION
 QT0517
 QT0517  HISTORY     - Date     Condition        Report By
 QT0517  HISTORY     - 1952     MONUMENTED       CGS
 QT0517  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QT0517
 QT0517                          STATION DESCRIPTION
 QT0517
 QT0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0517'THE STATION IS IN SECTION 7, T 17 N, R 5 E, ON THE RIGHT-OF-WAY
 QT0517'OF U.S. HIGHWAY 85, ABOUT 13 MILES NORTH OF REDIG, 8-1/2 MILES
 QT0517'SOUTH OF BUFFALO, 21 FEET WEST-SOUTHWEST OF A TELEPHONE POLE,
 QT0517'17 FEET WEST OF A WIRE FENCE AND 17 FEET WEST OF A 4 X 4 INCH
 QT0517'WITNESS POST.
 QT0517'
 QT0517'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0517'STATE HIGHWAY 8 IN BUFFALO, GO SOUTH ON U.S. HIGHWAY 85 AND
 QT0517'STATE HIGHWAY 8 FOR 1.5 MILES TO THE JUNCTION OF THESE HIGHWAYS,
 QT0517'CONTINUE SOUTH ON U.S. HIGHWAY 85 FOR 7.3 MILES TO THE AZIMUTH
 QT0517'MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON THE HIGHWAY FOR
 QT0517'0.45 MILE TO A GATE ON THE RIGHT, TURN RIGHT AND PASS THROUGH
 QT0517'GATE, TURN RIGHT AND GO NORTH ALONG SIDE OF WEST SIDE OF WIRE
 QT0517'FENCE FOR 0.15 MILE TO THE STATION.
 QT0517'
 QT0517'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0517'FLADMORE 1952.
 QT0517'
 QT0517'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE.  THE MARK
 QT0517'PROJECTS 5 INCHES AND THE DISK IS STAMPED FLADMORE NO 1 1952.
 QT0517'
 QT0517'REFERENCE MARK 2 IS 52 FEET WEST OF THE WIRE FENCE.  THE MARK
 QT0517'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FLADMORE NO 2 1952.
 QT0517'
 QT0517'THE AZIMUTH MARK IS 66 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 QT0517'85, 4 FEET SOUTH OF A 4 X 4 INCH WITNESS POST AND 1 FOOT WEST
 QT0517'OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QT0517'STAMPED FLADMORE 1952.
 QT0517'
 QT0517'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0517
 QT0517                          STATION RECOVERY (1963)
 QT0517
 QT0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 QT0517'DUE TO IMPROVMENT OF U.S. HIGHWAY 85 ALL MARKS AT THIS STATION
 QT0517'HAD TO BE DESTROYED.  A NEW STATION WAS ESTABLISHED ACROSS THE
 QT0517'HIGHWAY FROM THE ORIGINAL SITE.  FOR DETAILS SEE DESCRIPTION
 QT0517'FOR FLADMORE 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0516 ***********************************************************************
 QT0516  DESIGNATION -  FLADMORE 2
 QT0516  PID         -  QT0516
 QT0516  STATE/COUNTY-  SD/HARDING
 QT0516  COUNTRY     -  US
 QT0516  USGS QUAD   -  REDIG NE (2017)
 QT0516
 QT0516                         *CURRENT SURVEY CONTROL
 QT0516  ______________________________________________________________________
 QT0516* NAD 83(1996) POSITION- 45 27 23.75573(N) 103 32 41.39914(W)   NO CHECK
 QT0516* NAVD 88 ORTHO HEIGHT -   937.031 (meters)     3074.24  (feet) ADJUSTED
 QT0516  ______________________________________________________________________
 QT0516  GEOID HEIGHT    -        -16.079 (meters)                     GEOID18
 QT0516  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 QT0516  DYNAMIC HEIGHT  -        936.859 (meters)     3073.68  (feet) COMP
 QT0516  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 QT0516
 QT0516  HORZ ORDER      -  THIRD
 QT0516  VERT ORDER      -  FIRST     CLASS II
 QT0516
 QT0516.The horizontal coordinates were established by classical geodetic methods
 QT0516.and adjusted by the National Geodetic Survey in January 1998.
 QT0516
 QT0516.No horizontal observational check was made to the station.
 QT0516
 QT0516.The orthometric height was determined by differential leveling and
 QT0516.adjusted by the NATIONAL GEODETIC SURVEY
 QT0516.in April 2000.
 QT0516
 QT0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0516.GEOID18 height accuracy estimate available here.
 QT0516
 QT0516.Click photographs - Photos may exist for this station.
 QT0516
 QT0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0516
 QT0516.The dynamic height is computed by dividing the NAVD 88
 QT0516.geopotential number by the normal gravity value computed on the
 QT0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0516.degrees latitude (g = 980.6199 gals.).
 QT0516
 QT0516.The modeled gravity was interpolated from observed gravity values.
 QT0516
 QT0516. The following values were computed from the NAD 83(1996) position.
 QT0516
 QT0516;                    North         East     Units Scale Factor Converg.
 QT0516;SPC SD N     -   186,453.846   322,828.468   MT  0.99996412   -2 30 31.7
 QT0516;SPC SD N     -   611,723.99  1,059,146.40   sFT  0.99996412   -2 30 31.7
 QT0516;UTM  13      - 5,034,704.620   613,774.670   MT  0.99975915   +1 02 14.1
 QT0516
 QT0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0516!SPC SD N     -   0.99985564  x   0.99996412  =   0.99981976
 QT0516!UTM  13      -   0.99985564  x   0.99975915  =   0.99961482
 QT0516
 QT0516:                Primary Azimuth Mark                     Grid Az
 QT0516:SPC SD N     -  FLADMORE 2 AZ MK                         359 14 14.1
 QT0516:UTM  13      -  FLADMORE 2 AZ MK                         355 41 28.3
 QT0516
 QT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1377434704(NAD 83)
 QT0516
 QT0516|---------------------------------------------------------------------|
 QT0516| PID    Reference Object                     Distance      Geod. Az  |
 QT0516|                                                           dddmmss.s |
 QT0516| AH7198 FLADMORE 2 RM 3                      17.354 METERS 00030     |
 QT0516| AH7197 FLADMORE 2 RM 4                      15.886 METERS 09742     |
 QT0516| QT0519 FLADMORE TEMP PT                    105.108 METERS 29821     |
 QT0516| QT0517 FLADMORE                            103.441 METERS 30834     |
 QT0516| CQ8384 FLADMORE AZ MK                                     3554046.4 |
 QT0516| AH7199 FLADMORE 2 AZ MK                                   3564342.4 |
 QT0516|---------------------------------------------------------------------|
 QT0516
 QT0516                          SUPERSEDED SURVEY CONTROL
 QT0516
 QT0516  NAD 83(1993)-  45 27 23.74734(N)    103 32 41.39499(W) AD(       ) 3
 QT0516  NAD 83(1986)-  45 27 23.74435(N)    103 32 41.39285(W) AD(       ) 3
 QT0516  NAD 27      -  45 27 23.76500(N)    103 32 39.70700(W) AD(       ) 3
 QT0516
 QT0516.Superseded values are not recommended for survey control.
 QT0516
 QT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0516.See file dsdata.pdf to determine how the superseded data were derived.
 QT0516
 QT0516_MARKER: DS = TRIANGULATION STATION DISK
 QT0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0516_STAMPING: FLADMORE 2 1963
 QT0516_MARK LOGO: CGS
 QT0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0516+STABILITY: SURFACE MOTION
 QT0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0516+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0516
 QT0516  HISTORY     - Date     Condition        Report By
 QT0516  HISTORY     - 1963     MONUMENTED       CGS
 QT0516  HISTORY     - 19980928 GOOD             NGS
 QT0516
 QT0516                          STATION DESCRIPTION
 QT0516
 QT0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WGT)
 QT0516'THE STATION IS IN SECTION 8, T. 17 N., R. 5 E., ON THE EAST SIDE
 QT0516'OF U.S. HIGHWAY 85, ABOUT 13 MILES NORTH OF REDIG AND ABOUT
 QT0516'8-1/2 MILES SOUTH OF BUFFALO.  IT IS ABOUT 190 FEET EAST OF THE
 QT0516'CENTERLINE OF THE HIGHWAY AND 1.5 FEET SOUTH OF A METAL WITNESS
 QT0516'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QT0516'FLADMORE 2 1963.  THIS STATION IS ON THE EAST SLOPE OF THE HILL
 QT0516'BUT IS COULD NOT BE ESTABLISHED TO THE WEST OF THE ORIGINAL
 QT0516'STATION DUE TO A HIGH DIRT RIDGE.
 QT0516'
 QT0516'R.M. NO. 3 IS ABOUT 190 FEET EAST OF THE CENTERLINE OF THE
 QT0516'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0516'FLADMORE 2 NO 3 1963.
 QT0516'
 QT0516'R.M. NO. 4 IS ABOUT 240 FEET EAST OF THE CENTERLINE OF THE
 QT0516'HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QT0516'STAMPED FLADMORE 2 NO 4 1963.
 QT0516'
 QT0516'THE AZIMUTH MARK IS ABOUT 100 FEET EAST OF THE CENTERLINE OF
 QT0516'THE HIGHWAY AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 QT0516'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FLADMORE 2 1963.
 QT0516'
 QT0516'TO REACH THE STATION FROM BUFFALO, FROM THE JUNCTION OF U.S.
 QT0516'HIGHWAY 85 AND STATE HIGHWAY 8, GO SOUTH ON U.S. 85 AND STATE
 QT0516'HIGHWAY 8 FOR 1.5 MILES TO THE JUNCTION OF THESE HIGHWAYS,
 QT0516'CONTINUE SOUTH ON U.S. 85 FOR FOR ABOUT 7.3 MILES TO THE AZIMUTH
 QT0516'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.3 MILE TO STATION ON
 QT0516'LEFT AS DESCRIBED.
 QT0516'
 QT0516'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0516
 QT0516                          STATION RECOVERY (1998)
 QT0516
 QT0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0516'13.9 KM (8.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0516'STATE HIGHWAY 20 IN BUFFALO, 548.0 M (1797.9 FT) SOUTH OF MILEPOST
 QT0516'118, 57.8 M (189.6 FT) EAST OF THE HIGHWAY CENTERLINE, 27.3 M (89.6
 QT0516'FT) EAST OF A WITNESS POST AND FENCE, 17.3 M (56.8 FT) SOUTH OF
 QT0516'REFERENCE MARK 3, 15.9 M (52.2 FT) WEST OF REFERENCE MARK 4, 0.3 M
 QT0516'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 QT0516'M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QT0516'PROPERTY OWNED BY LEET FOWLER, HC 64, BOX 62, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7199 ***********************************************************************
 AH7199  DESIGNATION -  FLADMORE 2 AZ MK
 AH7199  PID         -  AH7199
 AH7199  STATE/COUNTY-  SD/HARDING
 AH7199  COUNTRY     -  US
 AH7199  USGS QUAD   -  REDIG NE (2017)
 AH7199
 AH7199                         *CURRENT SURVEY CONTROL
 AH7199  ______________________________________________________________________
 AH7199* NAD 83(1986) POSITION- 45 27 40.     (N) 103 32 43.     (W)   SCALED
 AH7199* NAVD 88 ORTHO HEIGHT -   926.656 (meters)     3040.20  (feet) ADJUSTED
 AH7199  ______________________________________________________________________
 AH7199  GEOID HEIGHT    -        -16.076 (meters)                     GEOID18
 AH7199  DYNAMIC HEIGHT  -        926.488 (meters)     3039.65  (feet) COMP
 AH7199  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 AH7199
 AH7199  VERT ORDER      -  FIRST     CLASS II
 AH7199
 AH7199.The horizontal coordinates were scaled from a map and have
 AH7199.an estimated accuracy of +/- 6 seconds.
 AH7199
 AH7199.The orthometric height was determined by differential leveling and
 AH7199.adjusted by the NATIONAL GEODETIC SURVEY
 AH7199.in April 2000.
 AH7199
 AH7199.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7199.GEOID18 height accuracy estimate available here.
 AH7199
 AH7199.Click photographs - Photos may exist for this station.
 AH7199
 AH7199.The dynamic height is computed by dividing the NAVD 88
 AH7199.geopotential number by the normal gravity value computed on the
 AH7199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7199.degrees latitude (g = 980.6199 gals.).
 AH7199
 AH7199.The modeled gravity was interpolated from observed gravity values.
 AH7199
 AH7199;                    North         East    Units  Estimated Accuracy
 AH7199;SPC SD N     -   186,960.      322,820.      MT  (+/- 180 meters Scaled)
 AH7199
 AH7199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137352(NAD 83)
 AH7199
 AH7199                          SUPERSEDED SURVEY CONTROL
 AH7199
 AH7199.No superseded survey control is available for this station.
 AH7199
 AH7199_MARKER: DZ = AZIMUTH MARK DISK
 AH7199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7199_STAMPING: FLADMORE 2 1963
 AH7199_MARK LOGO: CGS
 AH7199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7199+STABILITY: SURFACE MOTION
 AH7199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7199+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7199
 AH7199  HISTORY     - Date     Condition        Report By
 AH7199  HISTORY     - 1963     MONUMENTED       CGS
 AH7199  HISTORY     - 19980928 GOOD             NGS
 AH7199
 AH7199                          STATION DESCRIPTION
 AH7199
 AH7199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7199'13.4 KM (8.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7199'STATE HIGHWAY 20 IN BUFFALO, 52.4 M (171.9 FT) SOUTHEAST OF MILEPOST
 AH7199'118, 30.5 M (100.1 FT) EAST OF THE HIGHWAY CENTERLINE, 19.1 M (62.7
 AH7199'FT) EAST OF THE EAST END OF THE MOST NORTHERLY OF 2 CULVERTS UNDER THE
 AH7199'HIGHWAY, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AH7199'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AH7199'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AH7199'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7198 ***********************************************************************
 AH7198  DESIGNATION -  FLADMORE 2 RM 3
 AH7198  PID         -  AH7198
 AH7198  STATE/COUNTY-  SD/HARDING
 AH7198  COUNTRY     -  US
 AH7198  USGS QUAD   -  REDIG NE (2017)
 AH7198
 AH7198                         *CURRENT SURVEY CONTROL
 AH7198  ______________________________________________________________________
 AH7198* NAD 83(1986) POSITION- 45 27 24.32   (N) 103 32 41.39   (W)   HD_HELD1
 AH7198* NAVD 88 ORTHO HEIGHT -   936.812 (meters)     3073.52  (feet) ADJUSTED
 AH7198  ______________________________________________________________________
 AH7198  GEOID HEIGHT    -        -16.079 (meters)                     GEOID18
 AH7198  DYNAMIC HEIGHT  -        936.641 (meters)     3072.96  (feet) COMP
 AH7198  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 AH7198
 AH7198  VERT ORDER      -  FIRST     CLASS II
 AH7198
 AH7198.The horizontal coordinates were determined by differentially corrected
 AH7198.hand held GPS observations or other comparable positioning techniques
 AH7198.and have an estimated accuracy of +/- 3 meters.
 AH7198
 AH7198.The orthometric height was determined by differential leveling and
 AH7198.adjusted by the NATIONAL GEODETIC SURVEY
 AH7198.in April 2000.
 AH7198
 AH7198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7198.GEOID18 height accuracy estimate available here.
 AH7198
 AH7198.Click photographs - Photos may exist for this station.
 AH7198
 AH7198.The dynamic height is computed by dividing the NAVD 88
 AH7198.geopotential number by the normal gravity value computed on the
 AH7198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7198.degrees latitude (g = 980.6199 gals.).
 AH7198
 AH7198.The modeled gravity was interpolated from observed gravity values.
 AH7198
 AH7198;                    North         East    Units  Estimated Accuracy
 AH7198;SPC SD N     -   186,471.2     322,829.4     MT  (+/- 3 meters HH1 GPS) 
 AH7198
 AH7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1377434722(NAD 83)
 AH7198
 AH7198                          SUPERSEDED SURVEY CONTROL
 AH7198
 AH7198.No superseded survey control is available for this station.
 AH7198
 AH7198_MARKER: DR = REFERENCE MARK DISK
 AH7198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7198_STAMPING: FLADMORE 2 NO. 3 1963
 AH7198_MARK LOGO: CGS
 AH7198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7198+STABILITY: SURFACE MOTION
 AH7198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7198+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7198
 AH7198  HISTORY     - Date     Condition        Report By
 AH7198  HISTORY     - 1963     MONUMENTED       CGS
 AH7198  HISTORY     - 19980928 GOOD             NGS
 AH7198
 AH7198                          STATION DESCRIPTION
 AH7198
 AH7198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7198'13.9 KM (8.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7198'STATE HIGHWAY 20 IN BUFFALO, 548.0 M (1797.9 FT) SOUTH OF MILEPOST
 AH7198'118, 57.8 M (189.6 FT) EAST OF THE HIGHWAY CENTERLINE, 27.3 M (89.6
 AH7198'FT) EAST OF A WITNESS POST AND FENCE, 17.3 M (56.8 FT) NORTH OF THE
 AH7198'STATION MARK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 AH7198'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AH7198'MONUMENT IS ON PROPERTY OWNED BY LEET FOWLER, HC 64, BOX 62, BUFFALO,
 AH7198'SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7197 ***********************************************************************
 AH7197  DESIGNATION -  FLADMORE 2 RM 4
 AH7197  PID         -  AH7197
 AH7197  STATE/COUNTY-  SD/HARDING
 AH7197  COUNTRY     -  US
 AH7197  USGS QUAD   -  REDIG NE (2017)
 AH7197
 AH7197                         *CURRENT SURVEY CONTROL
 AH7197  ______________________________________________________________________
 AH7197* NAD 83(1986) POSITION- 45 27 23.69   (N) 103 32 40.67   (W)   HD_HELD1
 AH7197* NAVD 88 ORTHO HEIGHT -   935.678 (meters)     3069.80  (feet) ADJUSTED
 AH7197  ______________________________________________________________________
 AH7197  GEOID HEIGHT    -        -16.080 (meters)                     GEOID18
 AH7197  DYNAMIC HEIGHT  -        935.507 (meters)     3069.24  (feet) COMP
 AH7197  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 AH7197
 AH7197  VERT ORDER      -  FIRST     CLASS II
 AH7197
 AH7197.The horizontal coordinates were determined by differentially corrected
 AH7197.hand held GPS observations or other comparable positioning techniques
 AH7197.and have an estimated accuracy of +/- 3 meters.
 AH7197
 AH7197.The orthometric height was determined by differential leveling and
 AH7197.adjusted by the NATIONAL GEODETIC SURVEY
 AH7197.in April 2000.
 AH7197
 AH7197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7197.GEOID18 height accuracy estimate available here.
 AH7197
 AH7197.Click photographs - Photos may exist for this station.
 AH7197
 AH7197.The dynamic height is computed by dividing the NAVD 88
 AH7197.geopotential number by the normal gravity value computed on the
 AH7197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7197.degrees latitude (g = 980.6199 gals.).
 AH7197
 AH7197.The modeled gravity was interpolated from observed gravity values.
 AH7197
 AH7197;                    North         East    Units  Estimated Accuracy
 AH7197;SPC SD N     -   186,451.1     322,844.2     MT  (+/- 3 meters HH1 GPS) 
 AH7197
 AH7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1379034702(NAD 83)
 AH7197
 AH7197                          SUPERSEDED SURVEY CONTROL
 AH7197
 AH7197.No superseded survey control is available for this station.
 AH7197
 AH7197_MARKER: DR = REFERENCE MARK DISK
 AH7197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7197_STAMPING: FLADMORE 2 NO. 4 1963
 AH7197_MARK LOGO: CGS
 AH7197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7197+STABILITY: SURFACE MOTION
 AH7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7197+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7197
 AH7197  HISTORY     - Date     Condition        Report By
 AH7197  HISTORY     - 1963     MONUMENTED       CGS
 AH7197  HISTORY     - 19980928 GOOD             NGS
 AH7197
 AH7197                          STATION DESCRIPTION
 AH7197
 AH7197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7197'13.9 KM (8.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7197'STATE HIGHWAY 20 IN BUFFALO, 548.0 M (1797.9 FT) SOUTH OF MILEPOST
 AH7197'118, 73.3 M (240.5 FT) EAST OF THE HIGHWAY CENTERLINE, 43.2 M (141.7
 AH7197'FT) EAST OF A WITNESS POST AND FENCE, 15.9 M (52.2 FT) EAST OF THE
 AH7197'STATION MARK, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 AH7197'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AH7197'MONUMENT IS ON PROPERTY OWNED BY LEET FOWLER, HC 64, BOX 62, BUFFALO,
 AH7197'SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2341 ***********************************************************************
 PU2341  DESIGNATION -  FLAG
 PU2341  PID         -  PU2341
 PU2341  STATE/COUNTY-  SD/PENNINGTON
 PU2341  COUNTRY     -  US
 PU2341  USGS QUAD   -  DEERFIELD (2017)
 PU2341
 PU2341                         *CURRENT SURVEY CONTROL
 PU2341  ______________________________________________________________________
 PU2341* NAD 83(1996) POSITION- 44 04 14.84047(N) 103 49 36.22644(W)   ADJUSTED
 PU2341* NAVD 88 ORTHO HEIGHT -  2116.    (meters)     6942.    (feet) SCALED
 PU2341  ______________________________________________________________________
 PU2341  GEOID HEIGHT    -        -12.707 (meters)                     GEOID18
 PU2341  LAPLACE CORR    -        -11.50  (seconds)                    DEFLEC18
 PU2341  HORZ ORDER      -  SECOND
 PU2341
 PU2341.The horizontal coordinates were established by classical geodetic methods
 PU2341.and adjusted by the National Geodetic Survey in January 1998.
 PU2341
 PU2341.The orthometric height was scaled from a topographic map.
 PU2341
 PU2341.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2341.GEOID18 height accuracy estimate available here.
 PU2341
 PU2341.Click photographs - Photos may exist for this station.
 PU2341
 PU2341.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2341
 PU2341. The following values were computed from the NAD 83(1996) position.
 PU2341
 PU2341;                    North         East     Units Scale Factor Converg.
 PU2341;SPC SD S     -   198,904.322   320,241.195   MT  0.99993801   -2 24 35.7
 PU2341;SPC SD S     -   652,571.93  1,050,657.99   sFT  0.99993801   -2 24 35.7
 PU2341;UTM  13      - 4,880,404.413   593,954.225   MT  0.99970857   +0 48 58.0
 PU2341
 PU2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2341!SPC SD S     -   0.99967035  x   0.99993801  =   0.99960838
 PU2341!UTM  13      -   0.99967035  x   0.99970857  =   0.99937902
 PU2341
 PU2341:                Primary Azimuth Mark                     Grid Az
 PU2341:SPC SD S     -  FLAG AZ MK                               139 33 41.2
 PU2341:UTM  13      -  FLAG AZ MK                               136 20 07.5
 PU2341
 PU2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ9395480404(NAD 83)
 PU2341
 PU2341|---------------------------------------------------------------------|
 PU2341| PID    Reference Object                     Distance      Geod. Az  |
 PU2341|                                                           dddmmss.s |
 PU2341| CQ3733 FLAG RM 1                             7.776 METERS 08120     |
 PU2341| PU2342 FLAG MOUNTAIN LOOKOUT TOWER          21.840 METERS 08650     |
 PU2341| OT0812 HARNEY PEAK LOOKOUT TOWER           APPROX.32.9 KM 1334227.7 |
 PU2341| CQ3732 FLAG AZ MK                                         1370905.5 |
 PU2341| CQ3734 FLAG RM 2                             4.329 METERS 16203     |
 PU2341|---------------------------------------------------------------------|
 PU2341
 PU2341                          SUPERSEDED SURVEY CONTROL
 PU2341
 PU2341  NAD 83(1993)-  44 04 14.83211(N)    103 49 36.23065(W) AD(       ) 2
 PU2341  NAD 83(1986)-  44 04 14.83396(N)    103 49 36.22383(W) AD(       ) 2
 PU2341  NAD 27      -  44 04 14.90100(N)    103 49 34.50000(W) AD(       ) 2
 PU2341
 PU2341.Superseded values are not recommended for survey control.
 PU2341
 PU2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2341.See file dsdata.pdf to determine how the superseded data were derived.
 PU2341
 PU2341_MARKER: DS = TRIANGULATION STATION DISK
 PU2341_SETTING: 66 = SET IN ROCK OUTCROP
 PU2341_STAMPING: FLAG 1950
 PU2341_MARK LOGO: CGS
 PU2341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2341+STABILITY: POSITION/ELEVATION WELL
 PU2341
 PU2341  HISTORY     - Date     Condition        Report By
 PU2341  HISTORY     - 1950     MONUMENTED       CGS
 PU2341
 PU2341                          STATION DESCRIPTION
 PU2341
 PU2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2341'THE STATION IS LOCATED ABOUT 5-1/4 MILES WEST AND 3-1/2 MILES
 PU2341'SOUTH OF ROCHFORD, 3-3/4 MILES NORTH AND 1/4 MILE EAST OF THE
 PU2341'SMALL SETTLEMENT OF DEERFIELD, AND IN THE BLACKHILLS NATIONAL
 PU2341'FOREST AT THE SITE OF THE FLAG MOUNTAIN LOOKOUT TOWER.
 PU2341'
 PU2341'TO REACH THE STATION FROM THE MAIN INTERSECTION OF ROCHFORD,
 PU2341'GO SOUTH AND WEST OF THE DEERFIELD ROAD FOR 0.7 MILE TO A SIDE ROAD
 PU2341'ON THE LEFT.  TURN LEFT, SOUTH, ACROSS A BRIDGE AND FOLLOW
 PU2341'THE MAIN GRAVELED ROAD FOR 7.3 MILES TO A SCHOOL HOUSE ON
 PU2341'THE LEFT, A SIDE ROAD ON THE RIGHT, AND SIGN FLAT MTN. FIRE L.O.
 PU2341'TURN RIGHT, WEST, AND FOLLOW THE MAIN GRAVELED ROAD FOR 1.2
 PU2341'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 PU2341'CONTINUE WESTERLY FOR 0.15 MILE TO A CATTLE GUARD, CROSS
 PU2341'CATTLE GUARD AND CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A
 PU2341'GATE, CROSS GATE AND CONTINUE FOR 2.3 MILES TO THE LOOKOUT
 PU2341'TOWER AND THE STATION AS DESCRIBED.
 PU2341'
 PU2341'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE
 PU2341'IN OUTCROPPING BEDROCK.  IT IS FLUSH WITH THE ROCK, AND THE
 PU2341'DISK IS STAMPED FLAG 1950.
 PU2341'
 PU2341'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLED
 PU2341'HOLE IN OUTCROPPING BEDROCK.  THE MARK IS FLUSH WITH THE ROCK,
 PU2341'AND THE DISK IS STAMPED FLAG NO 1 1950.
 PU2341'
 PU2341'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILLED
 PU2341'HOLE IN OUTCROPPING BEDROCK.  THE MARK IS FLUSH WITH THE
 PU2341'ROCK, AND THE DISK IS STAMPED FLAG NO 2 1950.
 PU2341'
 PU2341'THE AZIMUTH MARK IS 132 FEET SOUTH OF THE CENTER OF THE ROAD,
 PU2341'AND 2 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 PU2341'DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  THE
 PU2341'MARK IS FLUSH WITH THE ROCK, AND THE DISK IS STAMPED FLAG 1950.
 PU2341'
 PU2341'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2342 ***********************************************************************
 PU2342  DESIGNATION -  FLAG MOUNTAIN LOOKOUT TOWER
 PU2342  PID         -  PU2342
 PU2342  STATE/COUNTY-  SD/PENNINGTON
 PU2342  COUNTRY     -  US
 PU2342  USGS QUAD   -  DEERFIELD (2017)
 PU2342
 PU2342                         *CURRENT SURVEY CONTROL
 PU2342  ______________________________________________________________________
 PU2342* NAD 83(1996) POSITION- 44 04 14.87949(N) 103 49 35.24650(W)   ADJUSTED
 PU2342  ______________________________________________________________________
 PU2342  GEOID HEIGHT    -        -12.708 (meters)                     GEOID18
 PU2342  LAPLACE CORR    -        -11.53  (seconds)                    DEFLEC18
 PU2342  HORZ ORDER      -  THIRD
 PU2342
 PU2342.The horizontal coordinates were established by classical geodetic methods
 PU2342.and adjusted by the National Geodetic Survey in January 1998.
 PU2342
 PU2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2342.GEOID18 height accuracy estimate available here.
 PU2342
 PU2342.Click photographs - Photos may exist for this station.
 PU2342
 PU2342.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2342
 PU2342. The following values were computed from the NAD 83(1996) position.
 PU2342
 PU2342;                    North         East     Units Scale Factor Converg.
 PU2342;SPC SD S     -   198,904.608   320,263.031   MT  0.99993801   -2 24 35.1
 PU2342;SPC SD S     -   652,572.87  1,050,729.63   sFT  0.99993801   -2 24 35.1
 PU2342;UTM  13      - 4,880,405.928   593,976.006   MT  0.99970862   +0 48 58.7
 PU2342
 PU2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ9397680405(NAD 83)
 PU2342
 PU2342                          SUPERSEDED SURVEY CONTROL
 PU2342
 PU2342  NAD 83(1993)-  44 04 14.87112(N)    103 49 35.25071(W) AD(       ) 3
 PU2342  NAD 83(1986)-  44 04 14.87328(N)    103 49 35.24394(W) AD(       ) 3
 PU2342  NAD 27      -  44 04 14.94000(N)    103 49 33.52000(W) AD(       ) 3
 PU2342
 PU2342.Superseded values are not recommended for survey control.
 PU2342
 PU2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2342.See file dsdata.pdf to determine how the superseded data were derived.
 PU2342
 PU2342_MARKER: 57 = LOOKOUT TOWER
 PU2342
 PU2342  HISTORY     - Date     Condition        Report By
 PU2342  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2342
 PU2342                          STATION DESCRIPTION
 PU2342
 PU2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2342'THE STATION IS LOCATED ABOUT 5-1/4 MILES WEST AND 3-1/2 MILES
 PU2342'SOUTH OF ROCHFORD, 3-3/4 MILES NORTH AND 1/4 MILE EAST OF
 PU2342'DEERFIELD, AND ON THE SUMMIT OF FLAG PEAK.
 PU2342'
 PU2342'IT IS A ROCK HOUSE WITH AN OUTSIDE STAIRWAY ON ITS SOUTH
 PU2342'SIDE THAT LEADS TO A GLASS ENCLOSED CROWS-NEST.  ITS DIMENSIONS ARE
 PU2342'ABOUT 20 BY 20 BY 30 FEET.  THE POINT OBSERVED WAS THE TOP-CENTER
 PU2342'OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0781 ***********************************************************************
 OT0781  DESIGNATION -  FLAG MTN
 OT0781  PID         -  OT0781
 OT0781  STATE/COUNTY-  SD/CUSTER
 OT0781  COUNTRY     -  US
 OT0781  USGS QUAD   -  CAPUTA SW (2017)
 OT0781
 OT0781                         *CURRENT SURVEY CONTROL
 OT0781  ______________________________________________________________________
 OT0781* NAD 83(1996) POSITION- 43 47 06.02795(N) 102 59 52.08384(W)   ADJUSTED
 OT0781* NAVD 88 ORTHO HEIGHT -  1023.    (meters)     3356.    (feet) SCALED
 OT0781  ______________________________________________________________________
 OT0781  GEOID HEIGHT    -        -16.887 (meters)                     GEOID18
 OT0781  LAPLACE CORR    -         -7.69  (seconds)                    DEFLEC18
 OT0781  HORZ ORDER      -  SECOND
 OT0781
 OT0781.The horizontal coordinates were established by classical geodetic methods
 OT0781.and adjusted by the National Geodetic Survey in January 1998.
 OT0781
 OT0781.The orthometric height was scaled from a topographic map.
 OT0781
 OT0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0781.GEOID18 height accuracy estimate available here.
 OT0781
 OT0781.Click photographs - Photos may exist for this station.
 OT0781
 OT0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0781
 OT0781. The following values were computed from the NAD 83(1996) position.
 OT0781
 OT0781;                    North         East     Units Scale Factor Converg.
 OT0781;SPC SD S     -   164,708.719   385,578.864   MT  0.99991109   -1 50 17.1
 OT0781;SPC SD S     -   540,381.86  1,265,019.99   sFT  0.99991109   -1 50 17.1
 OT0781;UTM  13      - 4,849,942.764   661,104.476   MT  0.99991924   +1 23 08.6
 OT0781
 OT0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0781!SPC SD S     -   0.99984218  x   0.99991109  =   0.99975329
 OT0781!UTM  13      -   0.99984218  x   0.99991924  =   0.99976144
 OT0781
 OT0781:                Primary Azimuth Mark                     Grid Az
 OT0781:SPC SD S     -  FLAG MTN AZ MK                           338 28 14.9
 OT0781:UTM  13      -  FLAG MTN AZ MK                           335 14 49.2
 OT0781
 OT0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6110449942(NAD 83)
 OT0781
 OT0781|---------------------------------------------------------------------|
 OT0781| PID    Reference Object                     Distance      Geod. Az  |
 OT0781|                                                           dddmmss.s |
 OT0781| CQ3736 FLAG MTN RM 1                        10.037 METERS 11259     |
 OT0781| CQ3737 FLAG MTN RM 2                        10.002 METERS 20019     |
 OT0781| OT0784 HERMOSA TV STA KOTA MAST            APPROX.14.9 KM 2802813.7 |
 OT0781| CQ3735 FLAG MTN AZ MK                                     3363757.8 |
 OT0781|---------------------------------------------------------------------|
 OT0781
 OT0781                          SUPERSEDED SURVEY CONTROL
 OT0781
 OT0781  NAD 83(1995)-  43 47 06.02611(N)    102 59 52.08642(W) AD(       ) 2
 OT0781  NAD 83(1993)-  43 47 06.01930(N)    102 59 52.08660(W) AD(       ) 2
 OT0781  NAD 83(1986)-  43 47 06.01347(N)    102 59 52.08883(W) AD(       ) 2
 OT0781  NAD 27      -  43 47 06.04940(N)    102 59 50.42660(W) AD(       ) 2
 OT0781
 OT0781.Superseded values are not recommended for survey control.
 OT0781
 OT0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0781.See file dsdata.pdf to determine how the superseded data were derived.
 OT0781
 OT0781_MARKER: DS = TRIANGULATION STATION DISK
 OT0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0781_STAMPING: FLAG MTN 1961
 OT0781_MARK LOGO: CGS
 OT0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0781+STABILITY: SURFACE MOTION
 OT0781
 OT0781  HISTORY     - Date     Condition        Report By
 OT0781  HISTORY     - 1961     MONUMENTED       CGS
 OT0781
 OT0781                          STATION DESCRIPTION
 OT0781
 OT0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0781'THE STATION IS 10 MILES EAST AND 5 MILES SOUTH OF HERMOSA,
 OT0781'ON A BARREN HILL LOCALLY KNOWN AS FLAG MOUNTAIN.  THE LAND
 OT0781'IS OWNED BY DR. BORGMEYER OF RAPID CITY.
 OT0781'
 OT0781'TO REACH THE STATION FROM THE POST OFFICE IN HERMOSA GO
 OT0781'NORTH ON STATE HIGHWAY 79 FOR 0.05 MILE TO A CROSS STREET,
 OT0781'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO
 OT0781'A T ROAD RIGHT, TURN RIGHT AND GO SOUTH AND EAST ON THE
 OT0781'GRAVELED ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT AND SIGN
 OT0781'DIVIDE ROAD.  TURN LEFT AND FOLLOW THE GRAVELED ROAD EASTERLY
 OT0781'FOR 3.7 MILES TO A FORK, KEEP LEFT FORK AND CONTINUE EASTERLY
 OT0781'ON THE GRAVELED ROAD FOR 3.8 MILES TO A SIDE ROAD RIGHT,
 OT0781'TURN RIGHT AND GO SOUTH 0.5 MILE TO A GATE, PASS THRU GATE
 OT0781'AND CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 0.7 MILE TO A
 OT0781'GATE IN THE NORTHWEST CORNER OF THE FIELD.  TURN LEFT AND
 OT0781'GO EAST 0.2 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 OT0781'RIGHT.  AFTER PASSING THRU GATE TAKE THE RIGHT FORK AND
 OT0781'FOLLOW THE TRACK ROAD SOUTHEAST 0.3 MILE, CROSS A WELL
 OT0781'TRAVELED TRACK ROAD AND FOLLOW THE TRACK ROAD SOUTH 0.6
 OT0781'MILE TO A SADDLE, TURN RIGHT AND FOLLOW RIDGE NORTHWEST
 OT0781'0.1 MILE TO THE STATION.
 OT0781'
 OT0781'THE STATION MARK, STAMPED FLAG MTN 1961, IS A STANDARD DISK
 OT0781'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OT0781'PROJECTS 8 INCHES.  IT IS 7 FEET SOUTH OF A ROCK PILE AND
 OT0781'4.4 FEET NORTH OF THE WITNESS POST.
 OT0781'
 OT0781'REFERENCE MARK NO. 1, STAMPED FLAG MTN NO 1 1961, IS A STANDARD
 OT0781'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 OT0781'THAT PROJECTS 3 INCHES.  IT IS 31 FEET SOUTHEAST OF THE WITNESS
 OT0781'POST.
 OT0781'
 OT0781'REFERENCE MARK NO. 2, STAMPED FLAG MTN NO 2 1961, IS A STANDARD
 OT0781'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 OT0781'THAT PROJECTS 6 INCHES.  IT IS 29 FEET SOUTHWEST OF THE WITNESS
 OT0781'POST.
 OT0781'
 OT0781'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 45.4 FEET.
 OT0781'
 OT0781'THE AZIMUTH MARK, STAMPED FLAG MTN 1961, IS A STANDARD DISK
 OT0781'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OT0781'PROJECTS 6 INCHES.  IT IS 45 FEET SOUTH OF THE CENTER OF A
 OT0781'GATE, 6 FEET NORTH OF A T FENCE CORNER AND 2.6 FEET SOUTH OF
 OT0781'THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0762 ***********************************************************************
 QS0762  DESIGNATION -  FLANAGAN
 QS0762  PID         -  QS0762
 QS0762  STATE/COUNTY-  SD/DEWEY
 QS0762  COUNTRY     -  US
 QS0762  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 QS0762
 QS0762                         *CURRENT SURVEY CONTROL
 QS0762  ______________________________________________________________________
 QS0762* NAD 83(1996) POSITION- 45 27 37.35220(N) 100 34 23.22959(W)   ADJUSTED
 QS0762* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 QS0762  ______________________________________________________________________
 QS0762  GEOID HEIGHT    -        -21.652 (meters)                     GEOID18
 QS0762  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 QS0762  HORZ ORDER      -  SECOND
 QS0762
 QS0762.The horizontal coordinates were established by classical geodetic methods
 QS0762.and adjusted by the National Geodetic Survey in January 1998.
 QS0762
 QS0762.The orthometric height was scaled from a topographic map.
 QS0762
 QS0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0762.GEOID18 height accuracy estimate available here.
 QS0762
 QS0762.Click photographs - Photos may exist for this station.
 QS0762
 QS0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0762
 QS0762. The following values were computed from the NAD 83(1996) position.
 QS0762
 QS0762;                    North         East     Units Scale Factor Converg.
 QS0762;SPC SD N     -   180,963.015   555,176.656   MT  0.99996459   -0 24 20.2
 QS0762;SPC SD N     -   593,709.49  1,821,442.08   sFT  0.99996459   -0 24 20.2
 QS0762;UTM  14      - 5,035,297.947   377,011.267   MT  0.99978598   -1 07 17.1
 QS0762
 QS0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0762!SPC SD N     -   0.99990065  x   0.99996459  =   0.99986525
 QS0762!UTM  14      -   0.99990065  x   0.99978598  =   0.99968666
 QS0762
 QS0762:                Primary Azimuth Mark                     Grid Az
 QS0762:SPC SD N     -  FLANAGAN AZ MK                           279 45 50.7
 QS0762:UTM  14      -  FLANAGAN AZ MK                           280 28 47.6
 QS0762
 QS0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7701135297(NAD 83)
 QS0762
 QS0762|---------------------------------------------------------------------|
 QS0762| PID    Reference Object                     Distance      Geod. Az  |
 QS0762|                                                           dddmmss.s |
 QS0762| QS0705 SAKAKAWEA MONUMENT                  APPROX. 9.1 KM 0470704.9 |
 QS0762| CO4964 FLANAGAN RM 1                        11.170 METERS 08153     |
 QS0762| CO4965 FLANAGAN RM 2                        10.652 METERS 16859     |
 QS0762| CO4963 FLANAGAN AZ MK                                     2792130.5 |
 QS0762|---------------------------------------------------------------------|
 QS0762
 QS0762                          SUPERSEDED SURVEY CONTROL
 QS0762
 QS0762  NAD 83(1986)-  45 27 37.34348(N)    100 34 23.22803(W) AD(       ) 2
 QS0762  NAD 27      -  45 27 37.36500(N)    100 34 21.71900(W) AD(       ) 2
 QS0762
 QS0762.Superseded values are not recommended for survey control.
 QS0762
 QS0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0762.See file dsdata.pdf to determine how the superseded data were derived.
 QS0762
 QS0762_MARKER: DS = TRIANGULATION STATION DISK
 QS0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0762_STAMPING: FLANAGAN 1952
 QS0762_MARK LOGO: CGS
 QS0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0762+STABILITY: SURFACE MOTION
 QS0762
 QS0762  HISTORY     - Date     Condition        Report By
 QS0762  HISTORY     - 1952     MONUMENTED       CGS
 QS0762
 QS0762                          STATION DESCRIPTION
 QS0762
 QS0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0762'THE STATION IS LOCATED ABOUT 7 MILES EAST OF TRAIL CITY, ON
 QS0762'PROPERTY OWNED BY MR. FLANAGAN WHO LIVES ABOUT 1.3 MILES
 QS0762'SOUTHEAST OF THE STATION.  IT IS ON THE CREST AND NEAR THE
 QS0762'NORTHERLY EDGE OF A NORTHWEST-SOUTHEAST RIDGE, 0.2 MILE
 QS0762'SOUTHEAST OF A WIRE GATE, 0.05 MILE SOUTH OF A TRACK ROAD, 60
 QS0762'FEET WEST OF THE STEEP EASTERLY SLOPE OF THE RIDGE, AND 8
 QS0762'FEET NORTHWEST OF A WITNESS POST.
 QS0762'
 QS0762'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 QS0762'IN TRAIL CITY WITH STATE HIGHWAY NO. 8, GO EAST ON NO. 8 FOR
 QS0762'6.0 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN PROMISE
 QS0762'11-1/2 MILES.  THEN RIGHT ON A DIRT ROAD, SOUTH AND EAST FOR
 QS0762'1.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.2
 QS0762'MILE TO A GATE ON THE LEFT.  THEN THROUGH THE GATE, EASTERLY
 QS0762'AND ALONG THE NORTH EDGE OF A WHEAT FIELD, FOR 0.55 MILE TO A
 QS0762'WIRE GATE.  PASS THROUGH THE GATE, CONTINUE EASTERLY FOR 0.25
 QS0762'MILE TO THE CREST OF THE RIDGE AND THE STATION.
 QS0762'
 QS0762'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0762'FLANAGAN 1952.
 QS0762'
 QS0762'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE EASTERLY SLOPE
 QS0762'OF THE RIDGE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0762'FLANAGAN NO 1 1952.
 QS0762'
 QS0762'REFERENCE MARK NO. 2 IS NEAR THE CENTER OF THE CREST OF THE
 QS0762'RIDGE, AND 29 FEET SOUTHEAST OF THE WITNESS POST.  IT PROJECTS
 QS0762'3 INCHES, AND THE DISK IS STAMPED FLANAGAN NO 2 1952.
 QS0762'
 QS0762'THE AZIMUTH MARK IS 67 FEET NORTH OF A WIRE FENCE, 35 FEET
 QS0762'NORTH OF THE CENTER OF THE DIRT ROAD, 14 FEET NORTHEAST OF THE
 QS0762'CENTER OF A TRACK ROAD, AND 6 FEET WEST OF A WITNESS POST.  IT
 QS0762'PROJECTS 6 INCHES, AND THE DISK IS STAMPED FLANAGAN 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0955 ***********************************************************************
 PR0955  DESIGNATION -  FLANDREAU
 PR0955  PID         -  PR0955
 PR0955  STATE/COUNTY-  SD/MOODY
 PR0955  COUNTRY     -  US
 PR0955  USGS QUAD   -  FLANDREAU (2017)
 PR0955
 PR0955                         *CURRENT SURVEY CONTROL
 PR0955  ______________________________________________________________________
 PR0955* NAD 83(1996) POSITION- 44 04 10.49623(N) 096 35 12.84453(W)   ADJUSTED
 PR0955* NAVD 88 ORTHO HEIGHT -   490.    (meters)     1608.    (feet) SCALED
 PR0955  ______________________________________________________________________
 PR0955  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 PR0955  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 PR0955  HORZ ORDER      -  THIRD
 PR0955
 PR0955.The horizontal coordinates were established by classical geodetic methods
 PR0955.and adjusted by the National Geodetic Survey in January 1998.
 PR0955
 PR0955.The orthometric height was scaled from a topographic map.
 PR0955
 PR0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0955.GEOID18 height accuracy estimate available here.
 PR0955
 PR0955.Click photographs - Photos may exist for this station.
 PR0955
 PR0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0955
 PR0955. The following values were computed from the NAD 83(1996) position.
 PR0955
 PR0955;                    North         East     Units Scale Factor Converg.
 PR0955;SPC SD S     -   199,653.543   900,015.234   MT  0.99993784   +2 35 04.1
 PR0955;SPC SD S     -   655,030.00  2,952,799.98   sFT  0.99993784   +2 35 04.1
 PR0955;UTM  14      - 4,882,432.475   693,243.739   MT  1.00005930   +1 40 44.1
 PR0955
 PR0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0955!SPC SD S     -   0.99992720  x   0.99993784  =   0.99986505
 PR0955!UTM  14      -   0.99992720  x   1.00005930  =   0.99998650
 PR0955
 PR0955:                Primary Azimuth Mark                     Grid Az
 PR0955:SPC SD S     -  FLANDREAU AZ MK                          181 05 58.4
 PR0955:UTM  14      -  FLANDREAU AZ MK                          182 00 18.4
 PR0955
 PR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9324382432(NAD 83)
 PR0955
 PR0955|---------------------------------------------------------------------|
 PR0955| PID    Reference Object                     Distance      Geod. Az  |
 PR0955|                                                           dddmmss.s |
 PR0955| PR0160 33 A                                  9.670 METERS 08252     |
 PR0955| CO8504 FLANDREAU RM 1                       24.505 METERS 09632     |
 PR0955| PR0953 FLANDREAU MUNICIPAL TANK            APPROX. 2.2 KM 1821446.1 |
 PR0955| CO8503 FLANDREAU AZ MK                                    1834102.5 |
 PR0955| PR0954 FLANDREAU INDIAN SCHOOL TANK        APPROX. 1.1 KM 2161756.3 |
 PR0955| CO8505 FLANDREAU RM 2                       23.546 METERS 34346     |
 PR0955|---------------------------------------------------------------------|
 PR0955
 PR0955                          SUPERSEDED SURVEY CONTROL
 PR0955
 PR0955  NAD 83(1986)-  44 04 10.49736(N)    096 35 12.82384(W) AD(       ) 3
 PR0955  NAD 27      -  44 04 10.60200(N)    096 35 11.66000(W) AD(       ) 3
 PR0955
 PR0955.Superseded values are not recommended for survey control.
 PR0955
 PR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0955.See file dsdata.pdf to determine how the superseded data were derived.
 PR0955
 PR0955_MARKER: DS = TRIANGULATION STATION DISK
 PR0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0955_STAMPING: FLANDREAU 1949
 PR0955_MARK LOGO: CGS
 PR0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0955+STABILITY: SURFACE MOTION
 PR0955
 PR0955  HISTORY     - Date     Condition        Report By
 PR0955  HISTORY     - 1949     MONUMENTED       CGS
 PR0955
 PR0955                          STATION DESCRIPTION
 PR0955
 PR0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0955'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF FLANDREAU IN THE
 PR0955'SOUTHWEST CORNER OF A PASTURE ON PROPERTY OF THE FLANDREAU
 PR0955'INDIAN SCHOOL.  STATION IS 59 FEET EAST OF THE CENTERLINE OF
 PR0955'STATE HIGHWAY 13 AND 26 FEET EAST NORTHEAST OF FENCECORNER.
 PR0955'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 PR0955'FLANDREAU 1949.
 PR0955'
 PR0955'REFERENCE MARK NO. 1 IS 3 FEET WEST NORTHWEST OF GATE POST AND
 PR0955'1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND
 PR0955'AND THE DISK IS STAMPED FLANDREAU NO 1 1949.
 PR0955'
 PR0955'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE CENTERLINE
 PR0955'OF HIGHWAY, 6 FEET NORTH NORTHEAST OF POWER POLE AND 1 FOOT
 PR0955'EAST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 PR0955'IS STAMPED FLANDREAU NO 2 1949.
 PR0955'
 PR0955'AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF HIGHWAY, 3.5
 PR0955'FEET NORTH OF TELEPHONE POLE, 2 FEET NORTH OF WITNESS POST AND
 PR0955'1.5 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 PR0955'AND THE DISK IS STAMPED FLANDREAU 1949.
 PR0955'
 PR0955'A TRAVERSE CONNECTION WAS MADE TO 33-A (S.D. GEOD. S).  THE MARK
 PR0955'IS 90 FEET EAST OF THE CENTERLINE OF HIGHWAY AND 15 FEET NORTH
 PR0955'OF FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH
 PR0955'PROJECTS ABOUT 3 INCHES.  THERE IS NO STAMPING ON THE DISK.
 PR0955'
 PR0955'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 PR0955'HIGHWAY 13 IN FLANDREAU GO NORTH, EAST AND NORTH ON STATE
 PR0955'HIGHWAY 13 FOR 1.45 MILES TO AZIMUTH MARK ON LEFT OR WEST SIDE
 PR0955'OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO
 PR0955'WIRE GATE AND STATION ON RIGHT OR EAST SIDE OF HIGHWAY AS
 PR0955'DESCRIBED.
 PR0955'
 PR0955'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0954 ***********************************************************************
 PR0954  DESIGNATION -  FLANDREAU INDIAN SCHOOL TANK
 PR0954  PID         -  PR0954
 PR0954  STATE/COUNTY-  SD/MOODY
 PR0954  COUNTRY     -  US
 PR0954  USGS QUAD   -  FLANDREAU (2017)
 PR0954
 PR0954                         *CURRENT SURVEY CONTROL
 PR0954  ______________________________________________________________________
 PR0954* NAD 83(1996) POSITION- 44 03 42.16808(N) 096 35 41.70019(W)   ADJUSTED
 PR0954  ______________________________________________________________________
 PR0954  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 PR0954  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 PR0954  HORZ ORDER      -  THIRD
 PR0954
 PR0954.The horizontal coordinates were established by classical geodetic methods
 PR0954.and adjusted by the National Geodetic Survey in January 1998.
 PR0954
 PR0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0954.GEOID18 height accuracy estimate available here.
 PR0954
 PR0954.Click photographs - Photos may exist for this station.
 PR0954
 PR0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0954
 PR0954. The following values were computed from the NAD 83(1996) position.
 PR0954
 PR0954;                    North         East     Units Scale Factor Converg.
 PR0954;SPC SD S     -   198,751.216   899,413.127   MT  0.99993677   +2 34 44.2
 PR0954;SPC SD S     -   652,069.61  2,950,824.57   sFT  0.99993677   +2 34 44.2
 PR0954;UTM  14      - 4,881,539.670   692,627.370   MT  1.00005638   +1 40 23.1
 PR0954
 PR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9262781539(NAD 83)
 PR0954
 PR0954                          SUPERSEDED SURVEY CONTROL
 PR0954
 PR0954  NAD 83(1986)-  44 03 42.16916(N)    096 35 41.67919(W) AD(       ) 3
 PR0954  NAD 27      -  44 03 42.27300(N)    096 35 40.51400(W) AD(       ) 3
 PR0954
 PR0954.Superseded values are not recommended for survey control.
 PR0954
 PR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0954.See file dsdata.pdf to determine how the superseded data were derived.
 PR0954
 PR0954_MARKER: 53 = ELEVATED TANK
 PR0954
 PR0954  HISTORY     - Date     Condition        Report By
 PR0954  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0954  HISTORY     - 1949     GOOD             CGS
 PR0954
 PR0954                          STATION DESCRIPTION
 PR0954
 PR0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0954'OBJECT OBSERVED UPON WAS FINIAL ATOP WATER SUPPLY TANK AT
 PR0954'FLANDREAU INDIAN SCHOOL.  IT IS LOCATED APPROXIMATELY 1/2
 PR0954'MILE DUE N OF CITY OF FLANDREAU, AND IS APPROXIMATELY 100
 PR0954'FEET TALL.
 PR0954
 PR0954                          STATION RECOVERY (1949)
 PR0954
 PR0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0954'THE STATION IS LOCATED AT THE NORTH EDGE OF FLANDREAU AND
 PR0954'AT THE WEST END OF THE INDIAN SCHOOL ATHLETIC FIELD.  IT IS
 PR0954'A 4 LEGGED STEEL STRUCTURE, APPROXIMATELY 125 FEET HIGH AND
 PR0954'PAINTED SILVER.
 PR0954'
 PR0954'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 PR0954'
 PR0954'TO REACH FROM THE POST OFFICE IN FLANDREAU, GO EAST 1 BLOCK,
 PR0954'TURN LEFT (NORTH) 0.6 MILE TO ENTRANCE TO SCHOOL, CONTINUE
 PR0954'NORTH 0.2 MILE, TURN LEFT 0.1 MILE, TURN RIGHT (NORTH) 0.1
 PR0954'MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0953 ***********************************************************************
 PR0953  DESIGNATION -  FLANDREAU MUNICIPAL TANK
 PR0953  PID         -  PR0953
 PR0953  STATE/COUNTY-  SD/MOODY
 PR0953  COUNTRY     -  US
 PR0953  USGS QUAD   -  FLANDREAU (2017)
 PR0953
 PR0953                         *CURRENT SURVEY CONTROL
 PR0953  ______________________________________________________________________
 PR0953* NAD 83(1996) POSITION- 44 03 00.67259(N) 096 35 16.64172(W)   ADJUSTED
 PR0953  ______________________________________________________________________
 PR0953  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 PR0953  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 PR0953  HORZ ORDER      -  THIRD
 PR0953
 PR0953.The horizontal coordinates were established by classical geodetic methods
 PR0953.and adjusted by the National Geodetic Survey in January 1998.
 PR0953
 PR0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0953.GEOID18 height accuracy estimate available here.
 PR0953
 PR0953.Click photographs - Photos may exist for this station.
 PR0953
 PR0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0953
 PR0953. The following values were computed from the NAD 83(1996) position.
 PR0953
 PR0953;                    North         East     Units Scale Factor Converg.
 PR0953;SPC SD S     -   197,496.966   900,027.969   MT  0.99993524   +2 35 01.5
 PR0953;SPC SD S     -   647,954.63  2,952,841.76   sFT  0.99993524   +2 35 01.5
 PR0953;UTM  14      - 4,880,275.701   693,222.376   MT  1.00005920   +1 40 39.3
 PR0953
 PR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9322280275(NAD 83)
 PR0953
 PR0953                          SUPERSEDED SURVEY CONTROL
 PR0953
 PR0953  NAD 83(1986)-  44 03 00.67375(N)    096 35 16.62074(W) AD(       ) 3
 PR0953  NAD 27      -  44 03 00.77500(N)    096 35 15.45400(W) AD(       ) 3
 PR0953
 PR0953.Superseded values are not recommended for survey control.
 PR0953
 PR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0953.See file dsdata.pdf to determine how the superseded data were derived.
 PR0953
 PR0953_MARKER: 53 = ELEVATED TANK
 PR0953
 PR0953  HISTORY     - Date     Condition        Report By
 PR0953  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0953  HISTORY     - 1949     GOOD             CGS
 PR0953
 PR0953                          STATION DESCRIPTION
 PR0953
 PR0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0953'OBJECT OBSERVED UPON WAS FINIAL ATOP MUNICIPAL WATER SUPPLY
 PR0953'TANK LOCATED AT NE EDGE OF CITY OF FLANDREAU.  IT IS APPROXIMATELY
 PR0953'100 FEET TALL.
 PR0953
 PR0953                          STATION RECOVERY (1949)
 PR0953
 PR0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0953'THE STATION IS LOCATED IN THE EAST EDGE OF TOWN.  IT IS A
 PR0953'4-LEGGED STEEL STRUCTURE, APPROXIMATELY 125 FEET HIGH AND
 PR0953'PAINTED SILVER.
 PR0953'
 PR0953'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 PR0953'
 PR0953'TO REACH FROM THE POST OFFICE IN FLANDREAU, GO EAST ON MAIN
 PR0953'STREET FOR 0.35 MILE, TURN LEFT (NORTH) 0.05 MILE TO THE
 PR0953'STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1344 ***********************************************************************
 PU1344  DESIGNATION -  FLAT
 PU1344  PID         -  PU1344
 PU1344  STATE/COUNTY-  SD/BUTTE
 PU1344  COUNTRY     -  US
 PU1344  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1344
 PU1344                         *CURRENT SURVEY CONTROL
 PU1344  ______________________________________________________________________
 PU1344* NAD 83(1996) POSITION- 44 51 50.96849(N) 103 17 32.17087(W)   ADJUSTED
 PU1344* NAVD 88 ORTHO HEIGHT -   954.221 (meters)     3130.64  (feet) ADJUSTED
 PU1344  ______________________________________________________________________
 PU1344  GEOID HEIGHT    -        -16.650 (meters)                     GEOID18
 PU1344  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 PU1344  DYNAMIC HEIGHT  -        953.989 (meters)     3129.88  (feet) COMP
 PU1344  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 PU1344
 PU1344  HORZ ORDER      -  SECOND
 PU1344  VERT ORDER      -  SECOND    CLASS 0
 PU1344
 PU1344.The horizontal coordinates were established by classical geodetic methods
 PU1344.and adjusted by the National Geodetic Survey in January 1998.
 PU1344
 PU1344.The orthometric height was determined by differential leveling and
 PU1344.adjusted by the NATIONAL GEODETIC SURVEY
 PU1344.in June 1991.
 PU1344
 PU1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1344.GEOID18 height accuracy estimate available here.
 PU1344
 PU1344.Click photographs - Photos may exist for this station.
 PU1344
 PU1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1344
 PU1344.The dynamic height is computed by dividing the NAVD 88
 PU1344.geopotential number by the normal gravity value computed on the
 PU1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1344.degrees latitude (g = 980.6199 gals.).
 PU1344
 PU1344.The modeled gravity was interpolated from observed gravity values.
 PU1344
 PU1344. The following values were computed from the NAD 83(1996) position.
 PU1344
 PU1344;                    North         East     Units Scale Factor Converg.
 PU1344;SPC SD N     -   119,837.089   339,888.482   MT  0.99994442   -2 19 48.2
 PU1344;SPC SD N     -   393,165.52  1,115,117.46   sFT  0.99994442   -2 19 48.2
 PU1344;UTM  13      - 4,969,278.776   634,913.055   MT  0.99982382   +1 12 17.5
 PU1344
 PU1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1344!SPC SD N     -   0.99985302  x   0.99994442  =   0.99979745
 PU1344!UTM  13      -   0.99985302  x   0.99982382  =   0.99967687
 PU1344
 PU1344:                Primary Azimuth Mark                     Grid Az
 PU1344:SPC SD N     -  FLAT AZ MK                               216 49 57.4
 PU1344:UTM  13      -  FLAT AZ MK                               213 17 51.7
 PU1344
 PU1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3491369278(NAD 83)
 PU1344
 PU1344|---------------------------------------------------------------------|
 PU1344| PID    Reference Object                     Distance      Geod. Az  |
 PU1344|                                                           dddmmss.s |
 PU1344| PU1343 FLAT RM 1                             7.827 METERS 00223     |
 PU1344| PU1345 FLAT RM 2                             8.655 METERS 10056     |
 PU1344| PU1340 FLAT AZ MK                                         2143009.2 |
 PU1344|---------------------------------------------------------------------|
 PU1344
 PU1344                          SUPERSEDED SURVEY CONTROL
 PU1344
 PU1344  NAD 83(1993)-  44 51 50.96225(N)    103 17 32.16951(W) AD(       ) 2
 PU1344  NAD 83(1986)-  44 51 50.95857(N)    103 17 32.16666(W) AD(       ) 2
 PU1344  NAD 27      -  44 51 51.00180(N)    103 17 30.51080(W) AD(       ) 2
 PU1344  NGVD 29 (??/??/92)  953.742  (m)         3129.07   (f) ADJ UNCH    2 0
 PU1344  NGVD 29             953.74   (m)         3129.1    (f) LEVELING    3  
 PU1344
 PU1344.Superseded values are not recommended for survey control.
 PU1344
 PU1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1344.See file dsdata.pdf to determine how the superseded data were derived.
 PU1344
 PU1344_MARKER: DS = TRIANGULATION STATION DISK
 PU1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1344_STAMPING: FLAT 1951
 PU1344_MARK LOGO: CGS
 PU1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1344+STABILITY: SURFACE MOTION
 PU1344
 PU1344  HISTORY     - Date     Condition        Report By
 PU1344  HISTORY     - 1951     MONUMENTED       CGS
 PU1344  HISTORY     - 1962     GOOD             CGS
 PU1344  HISTORY     - 1963     GOOD             CGS
 PU1344
 PU1344                          STATION DESCRIPTION
 PU1344
 PU1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU1344'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH AND 6.5 MILES
 PU1344'EAST OF NEWELL, IN THE SOUTHWEST 1/4 SECTION 32, T 11 N,
 PU1344'R 7 E, AND 11 FEET SOUTHEAST OF A WITNESS POST.
 PU1344'
 PU1344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79
 PU1344'AND U.S. HIGHWAY 212 AT THE NORTH EDGE OF NEWELL, GO EAST
 PU1344'ON U.S. HIGHWAY 212 FOR 2.7 MILES TO A CROSS ROAD.  TURN
 PU1344'LEFT AND FOLLOW THE MAIN GRADED ROAD NORTH AND NORTHEAST FOR
 PU1344'11.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 PU1344'THE GRADED ROAD FOR 0.2 MILE.  TURN LEFT, LEAVING THE MAIN
 PU1344'ROAD, AND GO NORTH ACROSS COUNTRY FOR 0.1 MILE TO THE HIGHEST
 PU1344'POINT AND THE STATION.
 PU1344'
 PU1344'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU1344'FLAT 1951.
 PU1344'
 PU1344'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PU1344'FLAT NO 1 1951.
 PU1344'
 PU1344'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS
 PU1344'STAMPED FLAT NO 2 1951.
 PU1344'
 PU1344'THE AZIMUTH MARK IS 49 FEET WEST OF THE CENTER OF THE GRADED
 PU1344'ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED FLAT 1951.
 PU1344'
 PU1344'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU1344'CONCRETE CYLINDERS.
 PU1344
 PU1344                          STATION RECOVERY (1962)
 PU1344
 PU1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1344'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 PU1344'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 PU1344'DESCRIPTION FOR THE STATION FOLLOWS.
 PU1344'
 PU1344'THE STATION IS 11-1/2 MILES NORTHEAST OF NEWELL, 6 MILES NORTH
 PU1344'OF U.S. HIGHWAY 212, IN THE CENTER OF THE NORTH 1/2 OF SECTION
 PU1344'5, T 10 N, R 7 E.
 PU1344'
 PU1344'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, DRIVE
 PU1344'NORTH ON GIRARD AVENUE FOR 0.4 MILE TO ITS INTERSECTION WITH
 PU1344'U.S. HIGHWAY 212.  TURN RIGHT AND DRIVE EAST AND NORTHEAST ON
 PU1344'U.S. HIGHWAY 212 FOR 3.3 MILES TO AN OBLIQUE CROSSROAD.  TURN
 PU1344'LEFT AND DRIVE NORTH ON THE GRAVELED ROAD FOR 3.3 MILES TO A
 PU1344'CURVE IN THE ROAD.  BEAR RIGHT WITH THE ROAD AND CONTINUE
 PU1344'NORTHEAST FOR 2.5 MILES TO A CATTLE GUARD.  CROSS THE CATTLE
 PU1344'GUARD AND CONTINUE NORTHEASTERLY FOR 3.95 MILES TO THE SUMMIT
 PU1344'OF A STEEP GRADE AND THE AZIMUTH MARK ON THE LEFT.  KEEP
 PU1344'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.15 MILE TO A
 PU1344'SOUTHEAST FENCE CORNER AND POWER AND TELEPHONE POLE NUMBER 3 ON
 PU1344'THE LEFT.  TURN LEFT AND DRIVE NORTH ALONG THE EAST SIDE OF THE
 PU1344'FENCE FOR 0.1 MILE TO THE HIGHEST POINT IN THE NEAR
 PU1344'VICINITY AND THE STATION.
 PU1344'
 PU1344'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED FLAT 1951, IS
 PU1344'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1344'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 PU1344'GROUND.  IT IS 176 FEET NORTH OF A NORTHEAST FENCE CORNER.
 PU1344'
 PU1344'REFERENCE MARK 1, A STANDARD DISK STAMPED FLAT NO 1 1951, IS
 PU1344'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1344'DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1344'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PU1344'
 PU1344'REFERENCE MARK 2, A STANDARD DISK STAMPED FLAT NO 2 1951, IS
 PU1344'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1344'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 PU1344'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PU1344'
 PU1344'THE AZIMUTH MARK, A STANDARD DISK STAMPED FLAT 1951, IS SET
 PU1344'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1344'DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1344'IT IS 61.0 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 9, 47.0 FEET
 PU1344'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 2.0 FEET
 PU1344'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PU1344
 PU1344                          STATION RECOVERY (1963)
 PU1344
 PU1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1344'13.5 MI NE FROM NEWELL.
 PU1344'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1344'HIGH SCHOOL AT NEWELL, THENCE 9.8 MILES NORTH ALONG A GRAVELED
 PU1344'ROAD, THENCE 0.2 MILE NORTHWEST ACROSS AN OPEN FIELD, ABOUT
 PU1344'77 YARDS NORTH OF THE NORTH CORNER OF A STEEL FENCE, ON THE
 PU1344'TOP OF THE HIGHEST PEAK IN THE VICINITY, ABOUT LEVEL WITH
 PU1344'THE TOP OF THE PEAK, AND SET IN THE TOP OF A CONCRETE POST
 PU1344'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1082 ***********************************************************************
 PT1082  DESIGNATION -  FLAT
 PT1082  PID         -  PT1082
 PT1082  STATE/COUNTY-  SD/STANLEY
 PT1082  COUNTRY     -  US
 PT1082  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT1082
 PT1082                         *CURRENT SURVEY CONTROL
 PT1082  ______________________________________________________________________
 PT1082* NAD 83(1996) POSITION- 44 32 34.85174(N) 100 32 30.38016(W)   ADJUSTED
 PT1082* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 PT1082  ______________________________________________________________________
 PT1082  GEOID HEIGHT    -        -22.810 (meters)                     GEOID18
 PT1082  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 PT1082  HORZ ORDER      -  SECOND
 PT1082
 PT1082.The horizontal coordinates were established by classical geodetic methods
 PT1082.and adjusted by the National Geodetic Survey in January 1998.
 PT1082
 PT1082.The orthometric height was scaled from a topographic map.
 PT1082
 PT1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1082.GEOID18 height accuracy estimate available here.
 PT1082
 PT1082.Click photographs - Photos may exist for this station.
 PT1082
 PT1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1082
 PT1082. The following values were computed from the NAD 83(1996) position.
 PT1082
 PT1082;                    North         East     Units Scale Factor Converg.
 PT1082;SPC SD S     -   245,512.654   583,434.535   MT  1.00003731   -0 08 37.7
 PT1082;SPC SD S     -   805,486.10  1,914,151.47   sFT  1.00003731   -0 08 37.7
 PT1082;UTM  14      - 4,933,343.163   377,522.464   MT  0.99978447   -1 04 53.8
 PT1082
 PT1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1082!SPC SD S     -   0.99991995  x   1.00003731  =   0.99995726
 PT1082!UTM  14      -   0.99991995  x   0.99978447  =   0.99970444
 PT1082
 PT1082:                Primary Azimuth Mark                     Grid Az
 PT1082:SPC SD S     -  FLAT AZ MK                               223 53 28.9
 PT1082:UTM  14      -  FLAT AZ MK                               224 49 45.0
 PT1082
 PT1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7752233343(NAD 83)
 PT1082
 PT1082|---------------------------------------------------------------------|
 PT1082| PID    Reference Object                     Distance      Geod. Az  |
 PT1082|                                                           dddmmss.s |
 PT1082| CO4967 FLAT RM 1                             5.908 METERS 09904     |
 PT1082| CO4966 FLAT AZ MK                                         2234451.2 |
 PT1082| CO4968 FLAT RM 2                             6.739 METERS 35636     |
 PT1082|---------------------------------------------------------------------|
 PT1082
 PT1082                          SUPERSEDED SURVEY CONTROL
 PT1082
 PT1082  NAD 83(1986)-  44 32 34.84615(N)    100 32 30.38323(W) AD(       ) 2
 PT1082  NAD 27      -  44 32 34.91700(N)    100 32 28.87300(W) AD(       ) 2
 PT1082
 PT1082.Superseded values are not recommended for survey control.
 PT1082
 PT1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1082.See file dsdata.pdf to determine how the superseded data were derived.
 PT1082
 PT1082_MARKER: DS = TRIANGULATION STATION DISK
 PT1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1082_STAMPING: FLAT 1948
 PT1082_MARK LOGO: CGS
 PT1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1082+STABILITY: SURFACE MOTION
 PT1082
 PT1082  HISTORY     - Date     Condition        Report By
 PT1082  HISTORY     - 1948     MONUMENTED       CGS
 PT1082  HISTORY     - 1963     GOOD             USFS
 PT1082
 PT1082                          STATION DESCRIPTION
 PT1082
 PT1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1082'THE STATION IS ON THE WEST SIDE OF THE MISSOURI RIVER, ABOUT
 PT1082'15-1/2 MILES NORTH-NORTHWEST OF FT. PIERRE, IN THE NE 1/4
 PT1082'SEC, 30.,T. 7N., R.30E., AND ON LAND OWNED BY MRS. GEORGE
 PT1082'LABIRDEE.  IT IS 14 FEET SOUTHEAST OF A WITNESS POST.  THE
 PT1082'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FLAT 1948.
 PT1082'
 PT1082'REFERENCE MARK NO. 1 IS 19.68 FEET EAST OF THE STATION.  THE
 PT1082'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FLAT NO 1 1948.
 PT1082'
 PT1082'REFERENCE MARK NO. 2 IS 22.11 FEET NORTH OF THE STATION.  THE
 PT1082'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FLAT NO 2 1948.
 PT1082'
 PT1082'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION, 25
 PT1082'FEET NORTHWEST OF A CULTIVATED FIELD, AND 2 FEET NORTH OF A
 PT1082'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 PT1082'STAMPED FLAT 1948.
 PT1082'
 PT1082'TO REACH FROM THE WEST END OF THE MISSOURI RIVER BRIDGE AT
 PT1082'THE NORTHEAST EDGE OF FORT PIERRE, GO SOUTHWESTERLY ON HIGHWAY
 PT1082'83 AND 14 FOR 0.3 MILES TO NEW ROAD RIGHT, HERE TURN RIGHT
 PT1082'AND GO 2.2 MILES TO CROSSROADS AT TOP OF HILL, TURN RIGHT
 PT1082'AND GO 5.8 MILES TO A FORK, TAKE RIGHT AND CONTINUE ON THE
 PT1082'MAIN ROAD FOR 7.2 MILES TO FORK AT A GATE ON THE LEFT AND A
 PT1082'BARREL MAILBOX ON THE RIGHT, TAKE RIGHT ROAD DOWN HILL FOR
 PT1082'1.8 MILES TO BRIDGE ACROSS CHANTIER CREEK, CROSS BRIDGE AND
 PT1082'CONTINUE FOR 1.4 MILES TO FORK, TAKE LEFT ROAD NORTH ACROSS
 PT1082'MEADOW FOR 1.5 MILES TO SMALL WOODEN BRIDGE, CONTINUE ON
 PT1082'AND UP HILL FOR 1.2 MILES TO FORK, TAKE RIGHT ROAD FOR 0.2
 PT1082'MILES TO ANOTHER FORK, TAKE RIGHT AND GO 0.3 TO A GATE, PASS
 PT1082'THROUGH GATE AND CONTINUE FOR 2.0 MILES TO ANOTHER GATE,
 PT1082'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD TO CULTIVATED
 PT1082'FIELD, GO NORTH PAST FIELD FOR 0.5 MILES TO STATION AS
 PT1082'DESCRIBED.
 PT1082'
 PT1082'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1082
 PT1082                          STATION RECOVERY (1963)
 PT1082
 PT1082'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1082'WATER IN THE OHAE DAM MAKES A NEW DESCRIPTION NECESSARY.
 PT1082'
 PT1082'TO REACH STATION FROM POST OFFICE IN FT. PIERRE, GO N ON U.S.
 PT1082'HWY 83 FOR 1.1 MILES TO THE JUNCTION OF U.S. HWY 14, TURN
 PT1082'LEFT ON U.S. 14 AND GO 2.2 MILES TO A CROSS ROAD AT TOP OF
 PT1082'HILL, TURN RIGHT AND GO 5.95 MILES TO A FORK, TAKE RIGHT ROAD
 PT1082'AND GO 10.4 MILES TO A FORK, TAKE RIGHT FORK AND GO 5.35 MILES
 PT1082'TO FORK AT TOP OF HILL, AT SIGNS FT BENNETT AND MISSION RIDGE.
 PT1082'TAKE RIGHT FORK 0.6 MILE TO T-ROAD RIGHT, TAKE RIGHT ROAD AND
 PT1082'PROCEED EASTERLY 4.15 MILES TO TRACK ROAD RIGHT, TAKE TRACK
 PT1082'ROAD 0.2 MILES TO GATE AND CORRALS ON LEFT.  GO THRU GATE
 PT1082'AND CONTINUE 0.45 MILES TO Y-FORK, TAKE RIGHT FORK AND
 PT1082'CONTINUE 1.0 MILE TO FIELDER AZIMUTH MARK ON LEFT.  CONTINUE
 PT1082'ON TRACK ROAD 0.25 MILE TO FIELDER 0.05 MILE TO RIGHT (S OF
 PT1082'ROAD).  CONTINUE ON TRACK ROAD EAST FOR 1.0 MILE TO FENCE
 PT1082'AND T-ROAD.  GO THRU GATE, LEFT FORK, FOR 1.35 MILES TO
 PT1082'Y-FORK, TAKE RIGHT FORK AND STAY ON TOP OF RIDGES FOR 1.15
 PT1082'MILES TO A Y-FORK.  KEEP LEFT ON MAIN TRAVELED TRACKS FOR
 PT1082'0.1 MILE TO Y-FORK, KEEP RIGHT (LEFT GOES TO HOUSE).
 PT1082'FOLLOW MAIN TRAVELED ROAD ON RIDGE TOPS FOR 0.35 MILE TO
 PT1082'GATE IN T-FENCE, PASS THRU GATE AND CONTINUE ON TRACK
 PT1082'ROAD 0.85 MILE TO GATE IN N-S FENCE.  PASS THRU GATE AND GO 0.6
 PT1082'MILE TO ROAD FORK, TAKE RIGHT FORK AND PROCEED 0.7 MILE TO
 PT1082'AZIMUTH ON LEFT.  HEAD N AND E CROSS COUNTRY FOR 0.5 MILE
 PT1082'TO EDGE OF BLUFF AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0794 ***********************************************************************
 OS0794  DESIGNATION -  FLAT
 OS0794  PID         -  OS0794
 OS0794  STATE/COUNTY-  SD/JACKSON
 OS0794  COUNTRY     -  US
 OS0794  USGS QUAD   -  COTTONWOOD (2017)
 OS0794
 OS0794                         *CURRENT SURVEY CONTROL
 OS0794  ______________________________________________________________________
 OS0794* NAD 83(1996) POSITION- 43 53 06.82487(N) 101 53 30.04943(W)   ADJUSTED
 OS0794* NAVD 88 ORTHO HEIGHT -   791.    (meters)     2595.    (feet) SCALED
 OS0794  ______________________________________________________________________
 OS0794  GEOID HEIGHT    -        -20.218 (meters)                     GEOID18
 OS0794  LAPLACE CORR    -         -9.06  (seconds)                    DEFLEC18
 OS0794  HORZ ORDER      -  SECOND
 OS0794
 OS0794.The horizontal coordinates were established by classical geodetic methods
 OS0794.and adjusted by the National Geodetic Survey in January 1998.
 OS0794
 OS0794.The orthometric height was scaled from a topographic map.
 OS0794
 OS0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0794.GEOID18 height accuracy estimate available here.
 OS0794
 OS0794.Click photographs - Photos may exist for this station.
 OS0794
 OS0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0794
 OS0794. The following values were computed from the NAD 83(1996) position.
 OS0794
 OS0794;                    North         East     Units Scale Factor Converg.
 OS0794;SPC SD S     -   173,578.275   474,787.883   MT  0.99991769   -1 04 30.1
 OS0794;SPC SD S     -   569,481.39  1,557,699.91   sFT  0.99991769   -1 04 30.1
 OS0794;UTM  14      - 4,863,190.830   267,711.677   MT  1.00026370   -2 00 19.6
 OS0794
 OS0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0794!SPC SD S     -   0.99987908  x   0.99991769  =   0.99979678
 OS0794!UTM  14      -   0.99987908  x   1.00026370  =   1.00014275
 OS0794
 OS0794:                Primary Azimuth Mark                     Grid Az
 OS0794:SPC SD S     -  FLAT AZ MK                               008 18 04.3
 OS0794:UTM  14      -  FLAT AZ MK                               009 13 53.8
 OS0794
 OS0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6771163190(NAD 83)
 OS0794
 OS0794|---------------------------------------------------------------------|
 OS0794| PID    Reference Object                     Distance      Geod. Az  |
 OS0794|                                                           dddmmss.s |
 OS0794| CQ3742 FLAT AZ MK                                         0071334.2 |
 OS0794| CQ3743 FLAT RM 1                            12.111 METERS 08313     |
 OS0794| CQ3744 FLAT RM 2                            11.979 METERS 19440     |
 OS0794|---------------------------------------------------------------------|
 OS0794
 OS0794                          SUPERSEDED SURVEY CONTROL
 OS0794
 OS0794  NAD 83(1995)-  43 53 06.81708(N)    101 53 30.05165(W) AD(       ) 2
 OS0794  NAD 83(1986)-  43 53 06.81731(N)    101 53 30.05185(W) AD(       ) 2
 OS0794  NAD 27      -  43 53 06.84870(N)    101 53 28.51610(W) AD(       ) 2
 OS0794
 OS0794.Superseded values are not recommended for survey control.
 OS0794
 OS0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0794.See file dsdata.pdf to determine how the superseded data were derived.
 OS0794
 OS0794_MARKER: DS = TRIANGULATION STATION DISK
 OS0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0794_STAMPING: FLAT 1961
 OS0794_MARK LOGO: CGS
 OS0794_PROJECTION: FLUSH
 OS0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0794+STABILITY: SURFACE MOTION
 OS0794
 OS0794  HISTORY     - Date     Condition        Report By
 OS0794  HISTORY     - 1961     MONUMENTED       CGS
 OS0794
 OS0794                          STATION DESCRIPTION
 OS0794
 OS0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0794'LOCATED ABOUT 4-1/2 MILES SOUTH OF COTTONWOOD AND 3 MILES
 OS0794'NORTH OF CACTUS FLAT.  IT IS IN SECTION 7, T 2 S, R 19 E.
 OS0794'
 OS0794'TO REACH FROM THE SERVICE STATION AND STORE IN CACTUS FLAT,
 OS0794'GO WEST ON U.S. HIGHWAY 16A AND STATE HIGHWAY 40 FOR ABOUT
 OS0794'100 YARDS TO WHERE THE HIGHWAYS BEAR LEFT AND GO SOUTHWEST,
 OS0794'CONTINUE STRAIGHT AHEAD ON SURFACED ROAD FOR 0.15 MILE TO
 OS0794'A CROSSROAD, TURN RIGHT AND GO NORTH CROSSING INTERSTATE
 OS0794'HIGHWAY 90 FOR 3.8 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 OS0794'RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.45 MILE TO A CATTLE
 OS0794'GUARD, PASS THROUGH CATTLE GUARD, TURN RIGHT AND GO SOUTH
 OS0794'ALONG THE EAST SIDE OF FENCE FOR 153 FEET TO THE AZIMUTH
 OS0794'MARK ON THE RIGHT, CONTINUE SOUTH ON DIM TRACK ROAD FOR 0.45
 OS0794'MILE TO A FENCE CORNER ON THE RIGHT, CONTINUE SOUTH ON
 OS0794'TRACK ROAD FOR 0.1 MILE, HERE TURN RIGHT LEAVING TRACK ROAD
 OS0794'AND GO WEST FOR ABOUT 75 YARDS TO THE STATION ON THE
 OS0794'HIGHEST POINT OF RIDGE.
 OS0794'
 OS0794'STATION MARK, A STANDARD DISK STAMPED FLAT 1961, IS SET
 OS0794'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0794'THAT IS FLUSH WITH THE SURFACE.  IT IS 204 FEET WEST OF THE
 OS0794'CENTER OF THE NORTH-SOUTH TRACK ROAD.
 OS0794'
 OS0794'REFERENCE MARK 1, A STANDARD DISK STAMPED FLAT NO 1 1961,
 OS0794'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0794'THAT IS FLUSH WITH THE SURFACE.  IT IS 172 FEET WEST OF THE
 OS0794'CENTER OF THE NORTH-SOUTH TRACK ROAD AND ON ABOUT THE SAME
 OS0794'ELEVATION AS THE STATION MARK.
 OS0794'
 OS0794'REFERENCE MARK 2, A STANDARD DISK STAMPED FLAT NO 2 1961,
 OS0794'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0794'THAT PROJECTS 1 INCH.  IT IS ON ABOUT THE SAME ELEVATION
 OS0794'AS THE STATION MARK.
 OS0794'
 OS0794'AZIMUTH MARK, A STANDARD DISK STAMPED FLAT 1961, IS SET IN
 OS0794'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OS0794'FLUSH WITH THE SURFACE.  IT IS 153 FEET SOUTH OF THE CENTER
 OS0794'OF A CATTLE GUARD, 3 FEET SOUTH OF A METAL WITNESS POST
 OS0794'WITH SIGN AND 1 FOOT EAST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1340 ***********************************************************************
 PU1340  DESIGNATION -  FLAT AZ MK
 PU1340  PID         -  PU1340
 PU1340  STATE/COUNTY-  SD/BUTTE
 PU1340  COUNTRY     -  US
 PU1340  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1340
 PU1340                         *CURRENT SURVEY CONTROL
 PU1340  ______________________________________________________________________
 PU1340* NAD 83(1986) POSITION- 44 51 40.     (N) 103 17 42.     (W)   SCALED
 PU1340* NAVD 88 ORTHO HEIGHT -   950.284 (meters)     3117.72  (feet) ADJUSTED
 PU1340  ______________________________________________________________________
 PU1340  GEOID HEIGHT    -        -16.644 (meters)                     GEOID18
 PU1340  DYNAMIC HEIGHT  -        950.054 (meters)     3116.97  (feet) COMP
 PU1340  MODELED GRAVITY -    980,341.6   (mgal)                       NAVD 88
 PU1340
 PU1340  VERT ORDER      -  SECOND    CLASS 0
 PU1340
 PU1340.The horizontal coordinates were scaled from a map and have
 PU1340.an estimated accuracy of +/- 6 seconds.
 PU1340
 PU1340.The orthometric height was determined by differential leveling and
 PU1340.adjusted by the NATIONAL GEODETIC SURVEY
 PU1340.in June 1991.
 PU1340
 PU1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1340.GEOID18 height accuracy estimate available here.
 PU1340
 PU1340.Click photographs - Photos may exist for this station.
 PU1340
 PU1340.The dynamic height is computed by dividing the NAVD 88
 PU1340.geopotential number by the normal gravity value computed on the
 PU1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1340.degrees latitude (g = 980.6199 gals.).
 PU1340
 PU1340.The modeled gravity was interpolated from observed gravity values.
 PU1340
 PU1340;                    North         East    Units  Estimated Accuracy
 PU1340;SPC SD N     -   119,510.      339,660.      MT  (+/- 180 meters Scaled)
 PU1340
 PU1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK347689(NAD 83)
 PU1340
 PU1340                          SUPERSEDED SURVEY CONTROL
 PU1340
 PU1340  NGVD 29 (??/??/92)  949.805  (m)         3116.15   (f) ADJ UNCH    2 0
 PU1340
 PU1340.Superseded values are not recommended for survey control.
 PU1340
 PU1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1340.See file dsdata.pdf to determine how the superseded data were derived.
 PU1340
 PU1340_MARKER: DZ = AZIMUTH MARK DISK
 PU1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1340_STAMPING: FLAT 1951
 PU1340_MARK LOGO: CGS
 PU1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1340+STABILITY: SURFACE MOTION
 PU1340
 PU1340  HISTORY     - Date     Condition        Report By
 PU1340  HISTORY     - 1951     MONUMENTED       CGS
 PU1340  HISTORY     - 1963     GOOD             CGS
 PU1340
 PU1340                          STATION DESCRIPTION
 PU1340
 PU1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1340'13.2 MI NE FROM NEWELL.
 PU1340'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1340'HIGH SCHOL AT NEWELL, THENCE 9.7 MILES NORTH ALONG A GRAVELED
 PU1340'ROAD, ON THE SOUTHWEST SLOPE OF A HILL, ON THE OUTSIDE AND
 PU1340'NEAR THE SOUTHWEST END OF A CURVE IN THE ROAD, 51.5 FEET NORTHWEST
 PU1340'OF THE CENTERLINE OF THE ROAD, 60 FEET SOUTHWEST OF TELEPHONE
 PU1340'POLE 9, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 PU1340'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1340'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0672 ***********************************************************************
 QR0672  DESIGNATION -  FLAT ET
 QR0672  PID         -  QR0672
 QR0672  STATE/COUNTY-  SD/FAULK
 QR0672  COUNTRY     -  US
 QR0672  USGS QUAD   -  WECOTA (2017)
 QR0672
 QR0672                         *CURRENT SURVEY CONTROL
 QR0672  ______________________________________________________________________
 QR0672* NAD 83(1996) POSITION- 45 09 33.93302(N) 099 01 18.94658(W)   ADJUSTED
 QR0672* NAVD 88 ORTHO HEIGHT -   457.3   (meters)     1500.    (feet) VERTCON3
 QR0672  ______________________________________________________________________
 QR0672  GEOID HEIGHT    -        -23.768 (meters)                     GEOID18
 QR0672  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 QR0672  HORZ ORDER      -  SECOND
 QR0672
 QR0672.The horizontal coordinates were established by classical geodetic methods
 QR0672.and adjusted by the National Geodetic Survey in January 1998.
 QR0672
 QR0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0672
 QR0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0672.GEOID18 height accuracy estimate available here.
 QR0672
 QR0672.Click photographs - Photos may exist for this station.
 QR0672
 QR0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0672
 QR0672. The following values were computed from the NAD 83(1996) position.
 QR0672
 QR0672;                    North         East     Units Scale Factor Converg.
 QR0672;SPC SD N     -   147,823.627   676,897.179   MT  0.99994089   +0 41 32.0
 QR0672;SPC SD N     -   484,984.68  2,220,786.83   sFT  0.99994089   +0 41 32.0
 QR0672;UTM  14      - 5,000,661.072   498,276.411   MT  0.99960004   -0 00 56.0
 QR0672
 QR0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0672!SPC SD N     -   0.99993203  x   0.99994089  =   0.99987292
 QR0672!UTM  14      -   0.99993203  x   0.99960004  =   0.99953210
 QR0672
 QR0672:                Primary Azimuth Mark                     Grid Az
 QR0672:SPC SD N     -  CRESBARD MUN WATER TANK                  078 16 12.6
 QR0672:UTM  14      -  CRESBARD MUN WATER TANK                  078 58 40.6
 QR0672
 QR0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9827600661(NAD 83)
 QR0672
 QR0672|---------------------------------------------------------------------|
 QR0672| PID    Reference Object                     Distance      Geod. Az  |
 QR0672|                                                           dddmmss.s |
 QR0672| QR0609 CRESBARD MUN WATER TANK             APPROX. 5.9 KM 0785744.6 |
 QR0672| CO4970 FLAT ET RM 2                         22.063 METERS 26144     |
 QR0672| CO4969 FLAT ET RM 1                         29.090 METERS 32020     |
 QR0672|---------------------------------------------------------------------|
 QR0672
 QR0672                          SUPERSEDED SURVEY CONTROL
 QR0672
 QR0672  NAD 83(1986)-  45 09 33.94585(N)    099 01 18.94755(W) AD(       ) 2
 QR0672  NAD 27      -  45 09 34.04655(N)    099 01 17.54579(W) AD(       ) 2
 QR0672  NGVD 29 (07/19/86)  457.0    (m)         1499.     (f) VERT ANG       
 QR0672
 QR0672.Superseded values are not recommended for survey control.
 QR0672
 QR0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0672.See file dsdata.pdf to determine how the superseded data were derived.
 QR0672
 QR0672_MARKER: DD = SURVEY DISK
 QR0672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0672+WITH SETTING: INFORMATION.
 QR0672_STAMPING: ET FLAT 1970
 QR0672_MARK LOGO: USGS
 QR0672_PROJECTION: RECESSED 15 CENTIMETERS
 QR0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0672
 QR0672  HISTORY     - Date     Condition        Report By
 QR0672  HISTORY     - 1970     MONUMENTED       USGS
 QR0672
 QR0672                          STATION DESCRIPTION
 QR0672
 QR0672'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0672'THE STATION IS ABOUT 3.9 MI WSW. OF CRESBARD ABOUT 520 FT N. ALONG
 QR0672'ST. HWY. 45, AT THE COR. OF SECS. 3, 4, 33 AND 34, TS. 119
 QR0672'AND 120 N., R. 68 W.
 QR0672'
 QR0672'TO REACH THE STATION FROM THE POST OFFICE IN CRESBARD, GO S. 0.75
 QR0672'MI TO A T-RD. N., TURN RIGHT (W.) CONTINUE 3.7 MI W. TO
 QR0672'A CROSSROAD, TURN RIGHT (N.) CONTINUE 0.1 MI TO THE STATION ON
 QR0672'THE LEFT (W.) SHOULDER OF THE HWY.
 QR0672'
 QR0672'STATION MARK, STAMPED ET FLAT 1970 IS 21.0 FT W. OF THE CENTER
 QR0672'OF THE HWY., 149.5 FT SW. OF A LARGE POWER TRANSMISSION POLE,
 QR0672'96.2 FT SE. OF A STANDARD WITNESS POST, 98.9 FT SE. OF A
 QR0672'TELEPHONE POLE.  MARK IS SET ABOUT 6 IN. BELOW THE ROAD SHOULDER
 QR0672'SURFACE.
 QR0672'
 QR0672'REFERENCE MARK NO. 1, STAMPED CRESBARD NO 1 1970 IS 1.6 FT E. OF
 QR0672'A STANDARD WITNESS POST AND 4.0 FT S. OF A TELEPHONE POLE
 QR0672'AND 82.7 FT W. OF THE CENTER OF THE HWY.
 QR0672'
 QR0672'REFERENCE MARK NO. 2 STAMPED CRESBARD NO 2 1970 IS 92.9 FT W. OF
 QR0672'THE CENTER OF THE HWY. AND S. OF A STANDARD WITNESS POST.
 QR0672'
 QR0672'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 QR0672'COATED STEEL RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 QR0672'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF THE CAP.  REFERENCE
 QR0672'MARKS 1 AND 2 ARE ABOUT 1 IN. BELOW THE GROUND SURFACE.
 QR0672'
 QR0672'NO AZIMUTH MARK WAS SET.
 QR0672'
 QR0672'REFERENCE AZIMUTH USED - CRESBARD MWT.  POINT OBSERVED IS THE
 QR0672'FINIAL (ALSO LIGHT CENTERED ON FINIAL) ATOP THE CRESBARD MWT
 QR0672'LOCATED 0.8 MI NO. OF THE JCT. OF ST. HWY. 20 AND THE
 QR0672'N.-S. RD. THROUGH CRESBARD, 0.05 MI N. OF THE CRESBARD POST
 QR0672'OFFICE.  IT IS A 4 LEG STEEL STRUCTURE ABOUT 100 FT HIGH AND
 QR0672'PAINTED SILVER EXCEPT THE TOP COVER WHICH IS PAINTED RED, T. 120
 QR0672'N., R. 67 W., ABOUT 0.25 MI S. OF THE QUARTER COR. BETWEEN SECS.
 QR0672'30 AND 31.
 QR0672'
 QR0672'STATION CRESBARD IS ALSO VISIBLE FROM THE GROUND.
 QR0672'
 QR0672'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1343 ***********************************************************************
 PU1343  DESIGNATION -  FLAT RM 1
 PU1343  PID         -  PU1343
 PU1343  STATE/COUNTY-  SD/BUTTE
 PU1343  COUNTRY     -  US
 PU1343  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1343
 PU1343                         *CURRENT SURVEY CONTROL
 PU1343  ______________________________________________________________________
 PU1343* NAD 83(1986) POSITION- 44 51 51.22   (N) 103 17 32.16   (W)   HD_HELD1
 PU1343* NAVD 88 ORTHO HEIGHT -   954.168 (meters)     3130.47  (feet) ADJUSTED
 PU1343  ______________________________________________________________________
 PU1343  GEOID HEIGHT    -        -16.650 (meters)                     GEOID18
 PU1343  DYNAMIC HEIGHT  -        953.936 (meters)     3129.71  (feet) COMP
 PU1343  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 PU1343
 PU1343  VERT ORDER      -  SECOND    CLASS 0
 PU1343
 PU1343.The horizontal coordinates were determined by differentially corrected
 PU1343.hand held GPS observations or other comparable positioning techniques
 PU1343.and have an estimated accuracy of +/- 3 meters.
 PU1343
 PU1343.The orthometric height was determined by differential leveling and
 PU1343.adjusted by the NATIONAL GEODETIC SURVEY
 PU1343.in June 1991.
 PU1343
 PU1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1343.GEOID18 height accuracy estimate available here.
 PU1343
 PU1343.Click photographs - Photos may exist for this station.
 PU1343
 PU1343.The dynamic height is computed by dividing the NAVD 88
 PU1343.geopotential number by the normal gravity value computed on the
 PU1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1343.degrees latitude (g = 980.6199 gals.).
 PU1343
 PU1343.The modeled gravity was interpolated from observed gravity values.
 PU1343
 PU1343;                    North         East    Units  Estimated Accuracy
 PU1343;SPC SD N     -   119,844.8     339,889.0     MT  (+/- 3 meters HH1 GPS) 
 PU1343
 PU1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3491369286(NAD 83)
 PU1343
 PU1343                          SUPERSEDED SURVEY CONTROL
 PU1343
 PU1343  NGVD 29 (??/??/92)  953.689  (m)         3128.89   (f) ADJ UNCH    2 0
 PU1343
 PU1343.Superseded values are not recommended for survey control.
 PU1343
 PU1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1343.See file dsdata.pdf to determine how the superseded data were derived.
 PU1343
 PU1343_MARKER: DR = REFERENCE MARK DISK
 PU1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1343_STAMPING: FLAT NO 1 1951
 PU1343_MARK LOGO: CGS
 PU1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1343+STABILITY: SURFACE MOTION
 PU1343
 PU1343  HISTORY     - Date     Condition        Report By
 PU1343  HISTORY     - 1951     MONUMENTED       CGS
 PU1343  HISTORY     - 1963     GOOD             CGS
 PU1343
 PU1343                          STATION DESCRIPTION
 PU1343
 PU1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1343'13.5 MI NE FROM NEWELL.
 PU1343'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1343'SCHOOL AT NEWELL, THENCE 9.8 MILES NORTH ALONG A GRAVELED
 PU1343'ROAD, THENCE 0.2 MILE NORTHWEST ACOSS AN OPEN FIELD, ABOUT
 PU1343'77 YARDS NORTH OF THE NORTH CORNER OF A STEEL FENCE, ON THE
 PU1343'TOP OF THE HIGHEST PEAK IN THE VICINITY, 25.7 FEET NORTHWEST
 PU1343'OF THE STATION MARK, ABOUT LEVEL WITH THE TOP OF THE PEAK,
 PU1343'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1345 ***********************************************************************
 PU1345  DESIGNATION -  FLAT RM 2
 PU1345  PID         -  PU1345
 PU1345  STATE/COUNTY-  SD/BUTTE
 PU1345  COUNTRY     -  US
 PU1345  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1345
 PU1345                         *CURRENT SURVEY CONTROL
 PU1345  ______________________________________________________________________
 PU1345* NAD 83(1986) POSITION- 44 51 50.92   (N) 103 17 31.78   (W)   HD_HELD1
 PU1345* NAVD 88 ORTHO HEIGHT -   954.188 (meters)     3130.53  (feet) ADJUSTED
 PU1345  ______________________________________________________________________
 PU1345  GEOID HEIGHT    -        -16.650 (meters)                     GEOID18
 PU1345  DYNAMIC HEIGHT  -        953.956 (meters)     3129.77  (feet) COMP
 PU1345  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 PU1345
 PU1345  VERT ORDER      -  SECOND    CLASS 0
 PU1345
 PU1345.The horizontal coordinates were determined by differentially corrected
 PU1345.hand held GPS observations or other comparable positioning techniques
 PU1345.and have an estimated accuracy of +/- 3 meters.
 PU1345
 PU1345.The orthometric height was determined by differential leveling and
 PU1345.adjusted by the NATIONAL GEODETIC SURVEY
 PU1345.in June 1991.
 PU1345
 PU1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1345.GEOID18 height accuracy estimate available here.
 PU1345
 PU1345.Click photographs - Photos may exist for this station.
 PU1345
 PU1345.The dynamic height is computed by dividing the NAVD 88
 PU1345.geopotential number by the normal gravity value computed on the
 PU1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1345.degrees latitude (g = 980.6199 gals.).
 PU1345
 PU1345.The modeled gravity was interpolated from observed gravity values.
 PU1345
 PU1345;                    North         East    Units  Estimated Accuracy
 PU1345;SPC SD N     -   119,835.2     339,897.0     MT  (+/- 3 meters HH1 GPS) 
 PU1345
 PU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3492169277(NAD 83)
 PU1345
 PU1345                          SUPERSEDED SURVEY CONTROL
 PU1345
 PU1345  NGVD 29 (??/??/92)  953.709  (m)         3128.96   (f) ADJ UNCH    2 0
 PU1345
 PU1345.Superseded values are not recommended for survey control.
 PU1345
 PU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1345.See file dsdata.pdf to determine how the superseded data were derived.
 PU1345
 PU1345_MARKER: DR = REFERENCE MARK DISK
 PU1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1345_STAMPING: FLAT NO 2 1951
 PU1345_MARK LOGO: CGS
 PU1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1345+STABILITY: SURFACE MOTION
 PU1345
 PU1345  HISTORY     - Date     Condition        Report By
 PU1345  HISTORY     - 1951     MONUMENTED       CGS
 PU1345  HISTORY     - 1963     GOOD             CGS
 PU1345
 PU1345                          STATION DESCRIPTION
 PU1345
 PU1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1345'13.5 MI NE FROM NEWELL.
 PU1345'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1345'SCHOOL AT NEWELL, THENCE 9.8 MILES NORTH ALONG A GRAVELED ROAD,
 PU1345'THENCE 0.2 MILE NORTHWEST ACROSS AN OPEN FIELD, ABOUT 82 YARDS
 PU1345'NORTH OF THE NORTH CORNER OF A STEEL FENCE, ON THE TOP OF THE
 PU1345'HIGHEST PEAK IN THE VICINITY, 28.4 FEET NORTHEAST OF THE STATION
 PU1345'MARK, ABOUT LEVEL WITH THE TOP OF THE PEAK, AND SET IN THE
 PU1345'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0782 ***********************************************************************
 OS0782  DESIGNATION -  FLAT TOP
 OS0782  PID         -  OS0782
 OS0782  STATE/COUNTY-  SD/JACKSON
 OS0782  COUNTRY     -  US
 OS0782  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0782
 OS0782                         *CURRENT SURVEY CONTROL
 OS0782  ______________________________________________________________________
 OS0782* NAD 83(1996) POSITION- 43 43 06.69493(N) 101 52 17.22667(W)   ADJUSTED
 OS0782* NAVD 88 ORTHO HEIGHT -   757.    (meters)     2484.    (feet) SCALED
 OS0782  ______________________________________________________________________
 OS0782  GEOID HEIGHT    -        -20.242 (meters)                     GEOID18
 OS0782  LAPLACE CORR    -         -8.28  (seconds)                    DEFLEC18
 OS0782  HORZ ORDER      -  FIRST
 OS0782
 OS0782.The horizontal coordinates were established by classical geodetic methods
 OS0782.and adjusted by the National Geodetic Survey in January 1998.
 OS0782
 OS0782.The orthometric height was scaled from a topographic map.
 OS0782
 OS0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0782.GEOID18 height accuracy estimate available here.
 OS0782
 OS0782.Click photographs - Photos may exist for this station.
 OS0782
 OS0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0782
 OS0782. The following values were computed from the NAD 83(1996) position.
 OS0782
 OS0782;                    North         East     Units Scale Factor Converg.
 OS0782;SPC SD S     -   155,030.704   476,070.080   MT  0.99990839   -1 03 39.9
 OS0782;SPC SD S     -   508,629.90  1,561,906.59   sFT  0.99990839   -1 03 39.9
 OS0782;UTM  14      - 4,844,618.464   268,693.860   MT  1.00025813   -1 59 07.4
 OS0782
 OS0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0782!SPC SD S     -   0.99988441  x   0.99990839  =   0.99979281
 OS0782!UTM  14      -   0.99988441  x   1.00025813  =   1.00014251
 OS0782
 OS0782:                Primary Azimuth Mark                     Grid Az
 OS0782:SPC SD S     -  FLAT TOP AZ MK                           277 30 33.2
 OS0782:UTM  14      -  FLAT TOP AZ MK                           278 26 00.7
 OS0782
 OS0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6869344618(NAD 83)
 OS0782
 OS0782|---------------------------------------------------------------------|
 OS0782| PID    Reference Object                     Distance      Geod. Az  |
 OS0782|                                                           dddmmss.s |
 OS0782| CQ3746 FLAT TOP RM 1                       181.524 METERS 03519     |
 OS0782| OS0785 INTERIOR MUNICIPAL TANK             APPROX. 9.0 KM 2754451.0 |
 OS0782| OS0469 FLAT TOP AZ MK                                     2762653.3 |
 OS0782| CQ3747 FLAT TOP RM 2                       159.310 METERS 33731     |
 OS0782|---------------------------------------------------------------------|
 OS0782
 OS0782                          SUPERSEDED SURVEY CONTROL
 OS0782
 OS0782  NAD 83(1995)-  43 43 06.68822(N)    101 52 17.23014(W) AD(       ) 1
 OS0782  NAD 83(1986)-  43 43 06.68769(N)    101 52 17.23023(W) AD(       ) 1
 OS0782  NAD 27      -  43 43 06.70960(N)    101 52 15.98730(W) AD(       ) 1
 OS0782
 OS0782.Superseded values are not recommended for survey control.
 OS0782
 OS0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0782.See file dsdata.pdf to determine how the superseded data were derived.
 OS0782
 OS0782_MARKER: DS = TRIANGULATION STATION DISK
 OS0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OS0782_STAMPING: FLAT TOP 1936
 OS0782_MARK LOGO: CGS
 OS0782_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0782
 OS0782  HISTORY     - Date     Condition        Report By
 OS0782  HISTORY     - 1936     MONUMENTED       CGS
 OS0782
 OS0782                          STATION DESCRIPTION
 OS0782
 OS0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0782'THE SURFACE MARK IS A STANDARD DISK SET IN CONCRETE IN A
 OS0782'30-INCH PIPE SUNK IN THE GROUND, THE PIPE BEING FILLED WITH
 OS0782'CONCRETE.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN A
 OS0782'12-INCH PIPE FILLED WITH CONCRETE AND SET 32 INCHES BELOW THE
 OS0782'SURFACE.
 OS0782'
 OS0782'STATION IS LOCATED ON THE TOP OF AND NEAR THE NORTHERN EDGE
 OS0782'OF A LARGE, FLAT-TOPPED BUTTE KNOWN LOCALLY AS FLAT TOP BUTTE,
 OS0782'ABOUT 6-1/4 MILES SOUTHEAST OF INTERIOR AND ABOUT 8 MILES
 OS0782'SOUTHWEST OF WETA, IN THE NORTHWEST QUARTER SEC. 8, T. 4 S.,
 OS0782'R. 19 E.  THE STATION IS LOCATED ON A NARROW NECK OF THE BUTTE
 OS0782'WHICH EXTENDS OUT FROM THE NORTHERN END, IS ABOUT 10 FEET FROM
 OS0782'THE NORTHERN EDGE, AND ABOUT 7 FEET FROM THE EAST AND WEST SIDES.
 OS0782'
 OS0782'TO REACH STATION FROM INTERIOR, GO EAST FROM THE INDEPENDENT
 OS0782'ORDER ODD FELLOWS BULDING ABOUT 1/4 MILE, TURN SOUTH AND GO
 OS0782'ABOUT 0.5 MILE TO ROAD FORKS, GO EAST FOR 5.4 MILES TO THE
 OS0782'NORTHERN EDGE OF FLAT TOP BUTTE, LEAVE VEHICLE AND CLIMB BUTTE
 OS0782'AT THE MOST CONVENIENT POINT.
 OS0782'
 OS0782'THE AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF THE
 OS0782'STATION, 12 PACES NORTH OF THE CENTERLINE OF THE ROAD, 150
 OS0782'FEET WEST OF THE CORNER POST ON FENCE ON THE SOUTH SIDE OF
 OS0782'THE ROAD ON A CURVE, 3 FEET NORTH OF THE TELEPHONE LNE AND
 OS0782'10 FEET EAST-NORTHEAST OF TELEPHONE POLE.
 OS0782'
 OS0782'REFERENCE MARK NO. 1 IS 595.55 FEET NORTHEAST OF
 OS0782'THE STATION, ABOUT 30 FEET NORTH OF THE CENTERLINE OF ROAD,
 OS0782'22 FEET EAST OF TELEPHONE POLE, 3 FEET NORTH OF THE LINE AND
 OS0782'544.08 FEET EAST OF REFERENCE MARK NO. 2.
 OS0782'
 OS0782'REFERENCE MARK NO. 2 IS 522.67 FEET NORTH OF THE
 OS0782'STATION, ABOUT 30 FEET NORTH OF THE CENTERLINE OF ROAD, 30
 OS0782'FEET WEST OF A TELEPHONE POLE, AND 3 FEET NORTH OF THE LINE.
 OS0782'
 OS0782'THE REFERENCE MARKS WERE IN SUCH A POSITION THAT IT WAS
 OS0782'IMPOSSIBLE TO MEASURE THE DISTANCE BETWEEN THEM AND THE
 OS0782'STATION.  THE DISTANCE BETWEEN THE MARKS WAS MEASURED, AND
 OS0782'THE ANGLES AT REFERENCE MARK NO. 2 AND THE STATION TURNED.
 OS0782'WITH THIS DATA THE DISTANCES WERE COMPUTED.
 OS0782'
 OS0782'ALL LINES FROM THIS STATION WERE VISIBLE FROM A 4-FOOT STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0924 ***********************************************************************
 QS0924  DESIGNATION -  FLAT TOP
 QS0924  PID         -  QS0924
 QS0924  STATE/COUNTY-  SD/ZIEBACH
 QS0924  COUNTRY     -  US
 QS0924  USGS QUAD   -  GLAD VALLEY NW (2017)
 QS0924
 QS0924                         *CURRENT SURVEY CONTROL
 QS0924  ______________________________________________________________________
 QS0924* NAD 83(1996) POSITION- 45 26 34.69047(N) 101 55 27.01085(W)   ADJUSTED
 QS0924* NAVD 88 ORTHO HEIGHT -   829.7   (meters)     2722.    (feet) VERTCON3
 QS0924  ______________________________________________________________________
 QS0924  GEOID HEIGHT    -        -19.421 (meters)                     GEOID18
 QS0924  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 QS0924  HORZ ORDER      -  FIRST
 QS0924
 QS0924.The horizontal coordinates were established by classical geodetic methods
 QS0924.and adjusted by the National Geodetic Survey in January 1998.
 QS0924
 QS0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0924
 QS0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0924.GEOID18 height accuracy estimate available here.
 QS0924
 QS0924.Click photographs - Photos may exist for this station.
 QS0924
 QS0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0924
 QS0924. The following values were computed from the NAD 83(1996) position.
 QS0924
 QS0924;                    North         East     Units Scale Factor Converg.
 QS0924;SPC SD N     -   180,658.790   449,478.696   MT  0.99996247   -1 21 42.5
 QS0924;SPC SD N     -   592,711.38  1,474,664.69   sFT  0.99996247   -1 21 42.5
 QS0924;UTM  14      - 5,036,320.618   271,314.867   MT  1.00024304   -2 05 04.3
 QS0924;UTM  13      - 5,036,763.529   740,545.613   MT  1.00031147   +2 11 33.9
 QS0924
 QS0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0924!SPC SD N     -   0.99987297  x   0.99996247  =   0.99983545
 QS0924!UTM  14      -   0.99987297  x   1.00024304  =   1.00011598
 QS0924!UTM  13      -   0.99987297  x   1.00031147  =   1.00018441
 QS0924
 QS0924:                Primary Azimuth Mark                     Grid Az
 QS0924:SPC SD N     -  FLAT TOP AZ MK                           244 26 26.8
 QS0924:UTM  14      -  FLAT TOP AZ MK                           245 09 48.6
 QS0924:UTM  13      -  FLAT TOP AZ MK                           240 53 10.4
 QS0924
 QS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7131436320(NAD 83)
 QS0924
 QS0924|---------------------------------------------------------------------|
 QS0924| PID    Reference Object                     Distance      Geod. Az  |
 QS0924|                                                           dddmmss.s |
 QS0924| CQ8393 FLAT TOP RM 1                        10.397 METERS 09132     |
 QS0924| CQ8394 FLAT TOP RM 2                        10.703 METERS 17800     |
 QS0924| CQ8392 FLAT TOP AZ MK                                     2430444.3 |
 QS0924|---------------------------------------------------------------------|
 QS0924
 QS0924                          SUPERSEDED SURVEY CONTROL
 QS0924
 QS0924  NAD 83(1986)-  45 26 34.68183(N)    101 55 27.00927(W) AD(       ) 1
 QS0924  NAD 27      -  45 26 34.76100(N)    101 55 25.48000(W) AD(       ) 1
 QS0924  NGVD 29 (07/19/86)  829.3    (m)         2721.     (f) VERT ANG       
 QS0924
 QS0924.Superseded values are not recommended for survey control.
 QS0924
 QS0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0924.See file dsdata.pdf to determine how the superseded data were derived.
 QS0924
 QS0924_MARKER: DS = TRIANGULATION STATION DISK
 QS0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0924_STAMPING: FLAT TOP 1951
 QS0924_MARK LOGO: CGS
 QS0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0924+STABILITY: SURFACE MOTION
 QS0924
 QS0924  HISTORY     - Date     Condition        Report By
 QS0924  HISTORY     - 1951     MONUMENTED       CGS
 QS0924  HISTORY     - 1952     GOOD             CGS
 QS0924
 QS0924                          STATION DESCRIPTION
 QS0924
 QS0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0924'THE STATION IS LOCATED ABOUT 9 MILES EAST OF COAL SPRINGS, NEAR
 QS0924'THE NORTHEAST CORNER OF A HIGH, FLAT TOPPED RIDGE, 375 FEET WEST OF
 QS0924'A WIRE FENCE, 75 FEET NORTHWEST OF A FIRE LANE, 75 FEET SOUTH OF
 QS0924'THE NORTH EDGE OF THE RIDGE, AND 27 FEET EAST OF THE WEST EDGE OF
 QS0924'THE RIDGE.
 QS0924'
 QS0924'TO REACH THE STATION FROM THE COAL SPRINGS POST OFFICE, GO EAST
 QS0924'ON STATE HIGHWAY NO. 8 FOR 6.7 MILES TO A COUNTRY SCHOOL HOUSE
 QS0924'ON THE RIGHT (AT THIS POINT THE HIGHWAY BEARS TO THE RIGHT, SOUTH).
 QS0924'CONTINUE EAST ON A TRACK ROAD FOR 1.1 MILE TO A CATTLE GUARD.
 QS0924'CROSS CATTLE GUARD, CONTINUE EASTERLY FOR 0.75 MILE TO THE TOP
 QS0924'OF THE RIDGE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QS0924'LEAVE THE MAIN TRACK ROAD, BEAR NORTHEASTERLY ALONG THE CREST
 QS0924'OF THE RIDGE FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 QS0924'
 QS0924'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED FLAT
 QS0924'TOP 1951.
 QS0924'
 QS0924'REFERENCE MARK NO. 1 IS 45 FEET WEST OF THE FIRE LANE.  IT PROJECTS
 QS0924'4 INCHES, AND THE DISK IS STAMPED FLAT TOP NO 1 1951.
 QS0924'
 QS0924'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 QS0924'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED FLAT TOP NO 2 1951.
 QS0924'
 QS0924'THE AZIMUTH MARK IS ON THE HIGHEST POINT AND AT THE NORTHWEST
 QS0924'EDGE OF A SMALL SPUR OF THE MAIN RIDGE, AND 75 FEET NORTHEAST OF THE
 QS0924'CENTER OF THE TRACK ROAD.  IT PROJECTS 4 INCHES, AND THE DISK IS
 QS0924'STAMPED FLAT TOP 1951.
 QS0924'
 QS0924'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QS0924'CYLINDERS.
 QS0924
 QS0924                          STATION RECOVERY (1952)
 QS0924
 QS0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0924'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 QS0924'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 QS0924'
 QS0924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0469 ***********************************************************************
 OS0469  DESIGNATION -  FLAT TOP AZ MK
 OS0469  PID         -  OS0469
 OS0469  STATE/COUNTY-  SD/JACKSON
 OS0469  COUNTRY     -  US
 OS0469  USGS QUAD   -  INTERIOR (2017)
 OS0469
 OS0469                         *CURRENT SURVEY CONTROL
 OS0469  ______________________________________________________________________
 OS0469* NAD 83(1986) POSITION- 43 43 10.53   (N) 101 53 03.81   (W)   HD_HELD1
 OS0469* NAVD 88 ORTHO HEIGHT -   724.924 (meters)     2378.35  (feet) ADJUSTED
 OS0469  ______________________________________________________________________
 OS0469  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 OS0469  DYNAMIC HEIGHT  -        724.693 (meters)     2377.60  (feet) COMP
 OS0469  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OS0469
 OS0469  VERT ORDER      -  FIRST     CLASS II
 OS0469
 OS0469.The horizontal coordinates were determined by differentially corrected
 OS0469.hand held GPS observations or other comparable positioning techniques
 OS0469.and have an estimated accuracy of +/- 3 meters.
 OS0469
 OS0469.The orthometric height was determined by differential leveling and
 OS0469.adjusted by the NATIONAL GEODETIC SURVEY
 OS0469.in June 1991.
 OS0469
 OS0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0469.GEOID18 height accuracy estimate available here.
 OS0469
 OS0469.Click photographs - Photos may exist for this station.
 OS0469
 OS0469.The dynamic height is computed by dividing the NAVD 88
 OS0469.geopotential number by the normal gravity value computed on the
 OS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0469.degrees latitude (g = 980.6199 gals.).
 OS0469
 OS0469.The modeled gravity was interpolated from observed gravity values.
 OS0469
 OS0469;                    North         East    Units  Estimated Accuracy
 OS0469;SPC SD S     -   155,168.4     475,029.8     MT  (+/- 3 meters HH1 GPS) 
 OS0469
 OS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6765544773(NAD 83)
 OS0469
 OS0469                          SUPERSEDED SURVEY CONTROL
 OS0469
 OS0469  NGVD 29 (??/??/92)  724.485  (m)         2376.91   (f) ADJ UNCH    1 2
 OS0469
 OS0469.Superseded values are not recommended for survey control.
 OS0469
 OS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0469.See file dsdata.pdf to determine how the superseded data were derived.
 OS0469
 OS0469_MARKER: DZ = AZIMUTH MARK DISK
 OS0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0469_STAMPING: FLAT TOP 1936
 OS0469_MARK LOGO: CGS
 OS0469_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0469+STABILITY: SURFACE MOTION
 OS0469
 OS0469  HISTORY     - Date     Condition        Report By
 OS0469  HISTORY     - 1936     MONUMENTED       CGS
 OS0469  HISTORY     - 1962     GOOD             CGS
 OS0469
 OS0469                          STATION DESCRIPTION
 OS0469
 OS0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0469'5.2 MI E FROM INTERIOR.
 OS0469'ABOUT 5.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0469'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, ON SECTION LINES
 OS0469'6 AND 7, T4S, R19E, 122 FEET SOUTH-SOUTHWEST OF MILE POST
 OS0469'583, 93 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31 FEET NORTHWEST
 OS0469'OF THE CENTER LINE OF A GRADED DIRT ROAD, 37 FEET SOUTHEAST OF A
 OS0469'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 OS0469'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OS0469'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0419 ***********************************************************************
 QT0419  DESIGNATION -  FLINT
 QT0419  PID         -  QT0419
 QT0419  STATE/COUNTY-  SD/PERKINS
 QT0419  COUNTRY     -  US
 QT0419  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0419
 QT0419                         *CURRENT SURVEY CONTROL
 QT0419  ______________________________________________________________________
 QT0419* NAD 83(1996) POSITION- 45 04 07.33028(N) 102 15 49.26926(W)   ADJUSTED
 QT0419* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 QT0419  ______________________________________________________________________
 QT0419  GEOID HEIGHT    -        -18.847 (meters)                     GEOID18
 QT0419  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 QT0419  HORZ ORDER      -  SECOND
 QT0419
 QT0419.The horizontal coordinates were established by classical geodetic methods
 QT0419.and adjusted by the National Geodetic Survey in January 1998.
 QT0419
 QT0419.The orthometric height was scaled from a topographic map.
 QT0419
 QT0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0419.GEOID18 height accuracy estimate available here.
 QT0419
 QT0419.Click photographs - Photos may exist for this station.
 QT0419
 QT0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0419
 QT0419. The following values were computed from the NAD 83(1996) position.
 QT0419
 QT0419;                    North         East     Units Scale Factor Converg.
 QT0419;SPC SD N     -   139,769.386   421,763.035   MT  0.99993916   -1 36 07.5
 QT0419;SPC SD N     -   458,560.06  1,383,734.22   sFT  0.99993916   -1 36 07.5
 QT0419;UTM  13      - 4,994,225.310   715,405.431   MT  1.00017057   +1 56 16.5
 QT0419
 QT0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0419!SPC SD N     -   0.99987622  x   0.99993916  =   0.99981538
 QT0419!UTM  13      -   0.99987622  x   1.00017057  =   1.00004677
 QT0419
 QT0419:                Primary Azimuth Mark                     Grid Az
 QT0419:SPC SD N     -  FLINT AZ MK                              177 17 51.2
 QT0419:UTM  13      -  FLINT AZ MK                              173 45 27.2
 QT0419
 QT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1540594225(NAD 83)
 QT0419
 QT0419|---------------------------------------------------------------------|
 QT0419| PID    Reference Object                     Distance      Geod. Az  |
 QT0419|                                                           dddmmss.s |
 QT0419| CQ8402 FLINT RM 1                            7.433 METERS 02820     |
 QT0419| QT0420 TT 27 LES                           191.048 METERS 11715     |
 QT0419| CQ8401 FLINT AZ MK                                        1754143.7 |
 QT0419|---------------------------------------------------------------------|
 QT0419
 QT0419                          SUPERSEDED SURVEY CONTROL
 QT0419
 QT0419  NAD 83(1993)-  45 04 07.32164(N)    102 15 49.26853(W) AD(       ) 2
 QT0419  NAD 83(1986)-  45 04 07.32148(N)    102 15 49.26853(W) AD(       ) 2
 QT0419  NAD 27      -  45 04 07.38250(N)    102 15 47.69910(W) AD(       ) 2
 QT0419
 QT0419.Superseded values are not recommended for survey control.
 QT0419
 QT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0419.See file dsdata.pdf to determine how the superseded data were derived.
 QT0419
 QT0419_MARKER: DS = TRIANGULATION STATION DISK
 QT0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0419_STAMPING: FLINT 1950
 QT0419_MARK LOGO: CGS
 QT0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0419+STABILITY: SURFACE MOTION
 QT0419
 QT0419  HISTORY     - Date     Condition        Report By
 QT0419  HISTORY     - 1950     MONUMENTED       CGS
 QT0419  HISTORY     - 1962     GOOD             CGS
 QT0419
 QT0419                          STATION DESCRIPTION
 QT0419
 QT0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0419'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-NORTHWEST OF
 QT0419'FAITH, NEAR THE SOUTHEAST EDGE OF NORTHWEST-SOUTHEAST RIDGE,
 QT0419'6 FEET NORTHEAST OF A WITNESS POST, AND 4 FEET EAST OF THE EAST
 QT0419'EDGE OF A SMALL PIT.
 QT0419'
 QT0419'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 212
 QT0419'AND STATE HIGHWAY NO. 73 AT THE WEST EDGE OF FAITH, GO WEST
 QT0419'ON NO. 212 FOR 9.6 MILES TO A HOUSE ON THE RIGHT (FORMER
 QT0419'LOCATION OF THE EDSON POST OFFICE).  CONTINUE WEST ON NO. 212
 QT0419'FOR 0.3 MILE--THEN RIGHT, NORTH, (THROUGH A WIRE GATE) ON
 QT0419'A GRADED DIRT ROAD FOR 1.8 MILES (ROAD HAS CHANGED WESTERLY).
 QT0419'THEN RIGHT, NORTH, FOR 0.05 MILE TO A WIRE GATE.  THEN THROUGH
 QT0419'GATE, CONTINUE NORTH FOR 1.55 MILES TO THE AZIMUTH MARK ON
 QT0419'THE LEFT AS DESCRIBED.  CONTINUE NORTHERLY FOR 0.1 MILE TO A
 QT0419'WIRE GATE.  THEN THROUGH GATE, NORTHEASTERLY, FOR 0.25 MILE
 QT0419'TO A WIRE GATE AND 27 LES (USGS) ON THE LEFT AS DESCRIBED.
 QT0419'PASS THROUGH THE GATE AND GO ACROSS PASTURE LAND,
 QT0419'NORTHWESTERLY, FOR 0.15 MILE TO THE HIGHEST POINT AND THE
 QT0419'STATION AS DESCRIBED.
 QT0419'
 QT0419'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0419'FLINT 1950.
 QT0419'
 QT0419'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE RIDGE.
 QT0419'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED FLINT NO 1 1950.
 QT0419'
 QT0419'27 LES (USGS) IS 111 FEET WEST OF THE WEST GATE POST OF THE
 QT0419'WIRE GATE, AND 6 INCHES SOUTH OF THE WIRE FENCE.  IT IS A
 QT0419'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 27 LES 1948
 QT0419'SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER THAT PROJECTS
 QT0419'4 INCHES.
 QT0419'
 QT0419'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF A WIRE GATE, 22 FEET
 QT0419'WEST OF THE CENTER OF A GRADED DIRT ROAD, AND 2 FEET EAST OF
 QT0419'A WITNESS POST.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0419'FLINT 1950.
 QT0419'
 QT0419'THE STATION MARK, THE AZIMUTH MARK, AND REFERENCE MARK NO. 1
 QT0419'ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 QT0419'
 QT0419'THE MEASURED DISTANCE TO 27 LES (USGS) IS THE RESULT OF A 2ND.
 QT0419'ORDER TRAVERSE.
 QT0419
 QT0419                          STATION RECOVERY (1962)
 QT0419
 QT0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0419'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND THE USGS
 QT0419'BENCH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QT0419'
 QT0419'THE STATION IS SITUATED 11-1/2 MILES WEST-NORTHWEST OF FAITH,
 QT0419'3 MILES NORTH OF U.S. HIGHWAY 212, IN THE APPROX. EXTREME
 QT0419'SOUTHEAST CORNER OF SEC. 22, T 13 N, R 15 E, ON THE SUMMIT OF
 QT0419'THE SOUTHEAST END OF A PROMINENT NORTHWEST-SOUTHEAST RIDGE.
 QT0419'
 QT0419'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QT0419'AND STATE HIGHWAY 73 AT THE NORTHWEST EDGE OF FAITH, DRIVE
 QT0419'WEST ON THE HIGHWAYS FOR 3.2 MILES TO WHERE STATE HIGHWAY 73
 QT0419'TURNS NORTH.  CONTINUE WEST ON U.S. HIGHWAY 212 FOR 5.0 MILES
 QT0419'TO A GRAVELED SIDE ROAD ON THE LEFT.  CONTINUE WEST ON THE
 QT0419'HIGHWAY FOR 2.0 MILES TO A BLADED SIDE ROAD ON THE RIGHT AND
 QT0419'A WIRE GATE.  TURN RIGHT, PASS THROUGH THE GATE, THENCE DRIVE
 QT0419'NORTH ON THE BLADED ROAD FOR 1.5 MILES TO A WOODEN BRIDGE OVER
 QT0419'A CREEK.  CROSS THE BRIDGE AND DRIVE WEST AND NORTH FOR 0.3
 QT0419'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE THE
 QT0419'DIRT ROAD NORTH FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 QT0419'LEFT.  CONTINUE NORTH FOR 0.15 MILE TO A WIRE GATE.  PASS
 QT0419'THROUGH THE GATE AND DRIVE NORTHEAST ON THE DIRT ROAD FOR 0.3
 QT0419'MILE TO A WIRE GATE IN AN EAST-WEST FENCE.  PASS THROUGH
 QT0419'THE GATE, TURN SHARP LEFT, WEST, FOR 111 FEET ALONG THE
 QT0419'FENCE TO BM 27 LES (USGS).  DRIVE NORTHWEST ON DIM TRACKS
 QT0419'UP A RIDGE FOR 0.1 MILE TO THE SUMMIT OF THE HILL AND THE
 QT0419'STATION.
 QT0419'
 QT0419'THE STATION IS MARKED BY STANDARD DISKS, STAMPED
 QT0419'FLINT 1950.  THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL
 QT0419'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 3 INCHES
 QT0419'ABOVE THE SURFACE OF THE GROUND.
 QT0419'
 QT0419'REFERENCE MARK 1, A STANDARD DISK STAMPED FLINT NO 1 1950,
 QT0419'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 QT0419'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0419'A CROSS WAS STAMPED UPON THE CENTER OF THE ARROW THIS YEAR
 QT0419'AND THIS POINT MEASURED TO AND OBSERVED UPON.
 QT0419'
 QT0419'A USGS BENCH MARK DISK WAS USED FOR REFERENCE MARK 2.  THE
 QT0419'DISK, STAMPED 27 LES 1948, IS SET IN THE TOP OF A CYLINDRICAL
 QT0419'CONCRETE MONUMENT, 6 INCHES IN DIAMETER, PROJECTING 4 INCHES
 QT0419'ABOVE THE GROUND SURFACE.  IT IS 6 INCHES SOUTH OF THE EAST-WEST
 QT0419'FENCE.
 QT0419'
 QT0419'THE AZIMUTH MARK, STAMPED FLINT 1950, IS A STANDARD DISK SET
 QT0419'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 QT0419'DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0419'IT IS 22.0 FEET WEST OF THE CENTER OF THE DIRT ROAD, 3.0 FEET
 QT0419'EAST OF A 4-INCH SQUARE WOODEN WITNESS POST WHICH PROJECTS
 QT0419'2 FEET ABOVE THE GROUND SURFACE AND 2.0 FEET NORTH OF A
 QT0419'METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0410 ***********************************************************************
 QQ0410  DESIGNATION -  FLORENCE IMMAC CONCEPT CATH CH
 QQ0410  PID         -  QQ0410
 QQ0410  STATE/COUNTY-  SD/CODINGTON
 QQ0410  COUNTRY     -  US
 QQ0410  USGS QUAD   -  FLORENCE (2017)
 QQ0410
 QQ0410                         *CURRENT SURVEY CONTROL
 QQ0410  ______________________________________________________________________
 QQ0410* NAD 83(1996) POSITION- 45 03 20.86526(N) 097 19 52.75252(W)   ADJUSTED
 QQ0410  ______________________________________________________________________
 QQ0410  GEOID HEIGHT    -        -25.105 (meters)                     GEOID18
 QQ0410  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 QQ0410  HORZ ORDER      -  THIRD
 QQ0410
 QQ0410.The horizontal coordinates were established by classical geodetic methods
 QQ0410.and adjusted by the National Geodetic Survey in January 1998.
 QQ0410
 QQ0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0410.GEOID18 height accuracy estimate available here.
 QQ0410
 QQ0410.Click photographs - Photos may exist for this station.
 QQ0410
 QQ0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0410
 QQ0410. The following values were computed from the NAD 83(1996) position.
 QQ0410
 QQ0410;                    North         East     Units Scale Factor Converg.
 QQ0410;SPC SD N     -   139,307.256   810,161.774   MT  0.99993912   +1 53 19.4
 QQ0410;SPC SD N     -   457,043.89  2,658,005.75   sFT  0.99993912   +1 53 19.4
 QQ0410;UTM  14      - 4,990,503.062   631,389.783   MT  0.99981227   +1 10 52.5
 QQ0410
 QQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3138990503(NAD 83)
 QQ0410
 QQ0410                          SUPERSEDED SURVEY CONTROL
 QQ0410
 QQ0410  NAD 83(1986)-  45 03 20.86391(N)    097 19 52.73478(W) AD(       ) 3
 QQ0410  NAD 27      -  45 03 20.99584(N)    097 19 51.44837(W) AD(       ) 3
 QQ0410
 QQ0410.Superseded values are not recommended for survey control.
 QQ0410
 QQ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0410.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0410
 QQ0410_MARKER: 90 = CHURCH SPIRE
 QQ0410
 QQ0410  HISTORY     - Date     Condition        Report By
 QQ0410  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0410
 QQ0410                          STATION DESCRIPTION
 QQ0410
 QQ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0410'THE CHURCH IS IN THE WEST EDGE OF FLORENCE.  IT IS A RED BRICK
 QQ0410'BUILDING ABOUT 60 FEET HIGH AND HAS A SPIRE WITH A CROSS ON THE TOP.
 QQ0410'
 QQ0410'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0409 ***********************************************************************
 QQ0409  DESIGNATION -  FLORENCE PUBLIC SCHOOL BELFRY
 QQ0409  PID         -  QQ0409
 QQ0409  STATE/COUNTY-  SD/CODINGTON
 QQ0409  COUNTRY     -  US
 QQ0409  USGS QUAD   -  FLORENCE (2017)
 QQ0409
 QQ0409                         *CURRENT SURVEY CONTROL
 QQ0409  ______________________________________________________________________
 QQ0409* NAD 83(1996) POSITION- 45 03 14.65639(N) 097 19 49.76229(W)   ADJUSTED
 QQ0409  ______________________________________________________________________
 QQ0409  GEOID HEIGHT    -        -25.104 (meters)                     GEOID18
 QQ0409  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 QQ0409  HORZ ORDER      -  THIRD
 QQ0409
 QQ0409.The horizontal coordinates were established by classical geodetic methods
 QQ0409.and adjusted by the National Geodetic Survey in January 1998.
 QQ0409
 QQ0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0409.GEOID18 height accuracy estimate available here.
 QQ0409
 QQ0409.Click photographs - Photos may exist for this station.
 QQ0409
 QQ0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0409
 QQ0409. The following values were computed from the NAD 83(1996) position.
 QQ0409
 QQ0409;                    North         East     Units Scale Factor Converg.
 QQ0409;SPC SD N     -   139,117.859   810,233.481   MT  0.99993911   +1 53 21.5
 QQ0409;SPC SD N     -   456,422.51  2,658,241.01   sFT  0.99993911   +1 53 21.5
 QQ0409;UTM  14      - 4,990,312.818   631,459.137   MT  0.99981250   +1 10 54.5
 QQ0409
 QQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3145990312(NAD 83)
 QQ0409
 QQ0409                          SUPERSEDED SURVEY CONTROL
 QQ0409
 QQ0409  NAD 83(1986)-  45 03 14.65511(N)    097 19 49.74454(W) AD(       ) 3
 QQ0409  NAD 27      -  45 03 14.78888(N)    097 19 48.45807(W) AD(       ) 3
 QQ0409
 QQ0409.Superseded values are not recommended for survey control.
 QQ0409
 QQ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0409.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0409
 QQ0409_MARKER: 75 = BELFRY
 QQ0409
 QQ0409  HISTORY     - Date     Condition        Report By
 QQ0409  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0409
 QQ0409                          STATION DESCRIPTION
 QQ0409
 QQ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0409'THE SCHOOL IS IN THE WEST EDGE OF FLORENCE.  IT IS A RED BRICK
 QQ0409'BUILDING ABOUT 50 FEET HIGH WITH A BELFRY IN THE CENTER.
 QQ0409'
 QQ0409'THE POINT INTERSECTED WAS THE APEX OF THE BELFRY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0466 ***********************************************************************
 QQ0466  DESIGNATION -  FORD
 QQ0466  PID         -  QQ0466
 QQ0466  STATE/COUNTY-  SD/MARSHALL
 QQ0466  COUNTRY     -  US
 QQ0466  USGS QUAD   -  LANGFORD (2017)
 QQ0466
 QQ0466                         *CURRENT SURVEY CONTROL
 QQ0466  ______________________________________________________________________
 QQ0466* NAD 83(1996) POSITION- 45 36 08.43032(N) 097 46 13.22157(W)   ADJUSTED
 QQ0466* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 QQ0466  ______________________________________________________________________
 QQ0466  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 QQ0466  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 QQ0466  HORZ ORDER      -  SECOND
 QQ0466
 QQ0466.The horizontal coordinates were established by classical geodetic methods
 QQ0466.and adjusted by the National Geodetic Survey in January 1998.
 QQ0466
 QQ0466.The orthometric height was scaled from a topographic map.
 QQ0466
 QQ0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0466.GEOID18 height accuracy estimate available here.
 QQ0466
 QQ0466.Click photographs - Photos may exist for this station.
 QQ0466
 QQ0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0466
 QQ0466. The following values were computed from the NAD 83(1996) position.
 QQ0466
 QQ0466;                    North         East     Units Scale Factor Converg.
 QQ0466;SPC SD N     -   198,977.617   773,925.438   MT  0.99998537   +1 34 40.9
 QQ0466;SPC SD N     -   652,812.40  2,539,120.37   sFT  0.99998537   +1 34 40.9
 QQ0466;UTM  14      - 5,050,601.779   595,895.112   MT  0.99971306   +0 52 43.2
 QQ0466
 QQ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0466!SPC SD N     -   0.99993192  x   0.99998537  =   0.99991729
 QQ0466!UTM  14      -   0.99993192  x   0.99971306  =   0.99964499
 QQ0466
 QQ0466:                Primary Azimuth Mark                     Grid Az
 QQ0466:SPC SD N     -  FORD AZ MK                               271 22 38.9
 QQ0466:UTM  14      -  FORD AZ MK                               272 04 36.6
 QQ0466
 QQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9589550601(NAD 83)
 QQ0466
 QQ0466|---------------------------------------------------------------------|
 QQ0466| PID    Reference Object                     Distance      Geod. Az  |
 QQ0466|                                                           dddmmss.s |
 QQ0466| CO4975 FORD RM 1                             8.918 METERS 08631     |
 QQ0466| CO4976 FORD RM 2                             9.898 METERS 18804     |
 QQ0466| QQ0467 LANGFORD MUNICIPAL WATER TANK       APPROX. 4.6 KM 2691926.4 |
 QQ0466| CO4974 FORD AZ MK                                         2725719.8 |
 QQ0466|---------------------------------------------------------------------|
 QQ0466
 QQ0466                          SUPERSEDED SURVEY CONTROL
 QQ0466
 QQ0466  NAD 83(1986)-  45 36 08.42571(N)    097 46 13.21170(W) AD(       ) 2
 QQ0466  NAD 27      -  45 36 08.60196(N)    097 46 11.84809(W) AD(       ) 2
 QQ0466
 QQ0466.Superseded values are not recommended for survey control.
 QQ0466
 QQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0466.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0466
 QQ0466_MARKER: DS = TRIANGULATION STATION DISK
 QQ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0466_STAMPING: FORD 1952
 QQ0466_MARK LOGO: CGS
 QQ0466_PROJECTION: FLUSH
 QQ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0466+STABILITY: SURFACE MOTION
 QQ0466
 QQ0466  HISTORY     - Date     Condition        Report By
 QQ0466  HISTORY     - 1952     MONUMENTED       CGS
 QQ0466  HISTORY     - 1981     GOOD             NGS
 QQ0466
 QQ0466                          STATION DESCRIPTION
 QQ0466
 QQ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0466'THE STATION IS ABOUT 3 MILES EAST OF LANGFORD, IN SECTION 35, T
 QQ0466'125 N, R 58 W, 30 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 25,
 QQ0466'6 FEET EAST-SOUTHEAST OF A 4 X 4 INCH WITNESS POST, AND 4 FEET
 QQ0466'EAST-SOUTHEAST OF A FENCE CORNER.
 QQ0466'
 QQ0466'TO REACH THE STATION FROM THE DEPOT IN LANGFORD, GO EAST ON STATE
 QQ0466'HIGHWAY 25 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 QQ0466'EAST FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 QQ0466'
 QQ0466'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0466'STAMPED FORD 1952.
 QQ0466'
 QQ0466'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS
 QQ0466'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FORD NO 1 1952.
 QQ0466'
 QQ0466'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS
 QQ0466'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FORD NO 2 1952.
 QQ0466'
 QQ0466'THE AZIMUTH MARK IS 55 FEET WEST OF A FENCE CORNER, 48 FEET
 QQ0466'NORTH OF THE CENTER OF STATE HIGHWAY 25, 2 FEET EAST OF A TELEPHONE
 QQ0466'POLE, AND 2 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE MARK
 QQ0466'PROJECTS 2 INCHES, AND THE DISK IS STAMPED FORD 1952.
 QQ0466
 QQ0466                          STATION RECOVERY (1981)
 QQ0466
 QQ0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QQ0466'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 QQ0466'1952.  THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WILL
 QQ0466'BE DESTROYED BY ROAD CONSTRUCTION.  STATION FORD 2, REFERENCE MARK 3,
 QQ0466'AND FORD 2 AZ MK WERE ESTABLISHED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0990 ***********************************************************************
 PT0990  DESIGNATION -  FOREST CITY
 PT0990  PID         -  PT0990
 PT0990  STATE/COUNTY-  SD/POTTER
 PT0990  COUNTRY     -  US
 PT0990  USGS QUAD   -  ARTICHOKE BUTTE NE (2017)
 PT0990
 PT0990                         *CURRENT SURVEY CONTROL
 PT0990  ______________________________________________________________________
 PT0990* NAD 83(1996) POSITION- 44 59 17.75930(N) 100 18 09.22320(W)   ADJUSTED
 PT0990* NAVD 88 ORTHO HEIGHT -   590.    (meters)     1936.    (feet) SCALED
 PT0990  ______________________________________________________________________
 PT0990  GEOID HEIGHT    -        -22.496 (meters)                     GEOID18
 PT0990  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 PT0990  HORZ ORDER      -  SECOND
 PT0990
 PT0990.The horizontal coordinates were established by classical geodetic methods
 PT0990.and adjusted by the National Geodetic Survey in January 1998.
 PT0990
 PT0990.The orthometric height was scaled from a topographic map.
 PT0990
 PT0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0990.GEOID18 height accuracy estimate available here.
 PT0990
 PT0990.Click photographs - Photos may exist for this station.
 PT0990
 PT0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0990
 PT0990. The following values were computed from the NAD 83(1996) position.
 PT0990
 PT0990;                    North         East     Units Scale Factor Converg.
 PT0990;SPC SD N     -   128,383.350   576,140.569   MT  0.99993971   -0 12 50.9
 PT0990;SPC SD N     -   421,204.37  1,890,221.18   sFT  0.99993971   -0 12 50.9
 PT0990;UTM  14      - 4,982,472.189   397,317.221   MT  0.99972965   -0 55 15.4
 PT0990
 PT0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0990!SPC SD N     -   0.99991097  x   0.99993971  =   0.99985069
 PT0990!UTM  14      -   0.99991097  x   0.99972965  =   0.99964065
 PT0990
 PT0990:                Primary Azimuth Mark                     Grid Az
 PT0990:SPC SD N     -  CHARGER                                  333 37 53.2
 PT0990:UTM  14      -  CHARGER                                  334 20 17.7
 PT0990
 PT0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9731782472(NAD 83)
 PT0990
 PT0990|---------------------------------------------------------------------|
 PT0990| PID    Reference Object                     Distance      Geod. Az  |
 PT0990|                                                           dddmmss.s |
 PT0990| QS0750 CHARGER                             APPROX. 8.5 KM 3332502.3 |
 PT0990|---------------------------------------------------------------------|
 PT0990
 PT0990                          SUPERSEDED SURVEY CONTROL
 PT0990
 PT0990  NAD 83(1986)-  44 59 17.75252(N)    100 18 09.22572(W) AD(       ) 2
 PT0990  NAD 27      -  44 59 17.81600(N)    100 18 07.76000(W) AD(       ) 2
 PT0990  MORC        -  44 59 15.11000(N)    100 18 07.48000(W) AD(       ) 3
 PT0990
 PT0990.Superseded values are not recommended for survey control.
 PT0990
 PT0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0990.See file dsdata.pdf to determine how the superseded data were derived.
 PT0990
 PT0990_MARKER: Z = SEE DESCRIPTION
 PT0990_SETTING: 0 = UNSPECIFIED SETTING
 PT0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0990
 PT0990  HISTORY     - Date     Condition        Report By
 PT0990  HISTORY     - 1889     MONUMENTED       MORC
 PT0990  HISTORY     - 20110821 MARK NOT FOUND   GEOCAC
 PT0990
 PT0990                          STATION DESCRIPTION
 PT0990
 PT0990'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT0990'FOREST CITY IS ON LEFT BANK, ON A SLIGHT RISE OF GROUND ON
 PT0990'BLUFF RIDGE, SOUTH OF THE FIRST RAVINE SOUTH OF THE NEW
 PT0990'TOWN OF FOREST CITY, S. DAK., AND IS NEAR THE HEAD OF SAID
 PT0990'RAVINE.
 PT0990
 PT0990                          STATION RECOVERY (2011)
 PT0990
 PT0990'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PT0990'THIS LOCATION HAS BEEN CULTIVATED AND THE DISTINCTIVE MORC CAP AND
 PT0990'STANDPIPE WERE NOT SEEN.  DID NOT DEEP PROBE FOR THE UNDERGROUND
 PT0990'STONE.
 PT0990'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2224 ***********************************************************************
 PU2224  DESIGNATION -  FORK
 PU2224  PID         -  PU2224
 PU2224  STATE/COUNTY-  SD/MEADE
 PU2224  COUNTRY     -  US
 PU2224  USGS QUAD   -  HEREFORD SE (2017)
 PU2224
 PU2224                         *CURRENT SURVEY CONTROL
 PU2224  ______________________________________________________________________
 PU2224* NAD 83(1996) POSITION- 44 17 01.45636(N) 102 49 38.87715(W)   ADJUSTED
 PU2224* NAVD 88 ORTHO HEIGHT -   861.    (meters)     2825.    (feet) SCALED
 PU2224  ______________________________________________________________________
 PU2224  GEOID HEIGHT    -        -17.681 (meters)                     GEOID18
 PU2224  LAPLACE CORR    -         -7.97  (seconds)                    DEFLEC18
 PU2224  HORZ ORDER      -  SECOND
 PU2224
 PU2224.The horizontal coordinates were established by classical geodetic methods
 PU2224.and adjusted by the National Geodetic Survey in January 1998.
 PU2224
 PU2224.The orthometric height was scaled from a topographic map.
 PU2224
 PU2224.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2224.GEOID18 height accuracy estimate available here.
 PU2224
 PU2224.Click photographs - Photos may exist for this station.
 PU2224
 PU2224.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2224
 PU2224. The following values were computed from the NAD 83(1996) position.
 PU2224
 PU2224;                    North         East     Units Scale Factor Converg.
 PU2224;SPC SD N     -    53,991.534   374,342.807   MT  1.00002812   -2 00 04.0
 PU2224;SPC SD N     -   177,137.22  1,228,156.36   sFT  1.00002812   -2 00 04.0
 PU2224;UTM  13      - 4,905,683.022   673,349.867   MT  0.99996958   +1 31 02.2
 PU2224
 PU2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2224!SPC SD N     -   0.99986771  x   1.00002812  =   0.99989583
 PU2224!UTM  13      -   0.99986771  x   0.99996958  =   0.99983729
 PU2224
 PU2224:                Primary Azimuth Mark                     Grid Az
 PU2224:SPC SD N     -  FORK AZ MK RESET                         084 55 31.1
 PU2224:UTM  13      -  FORK AZ MK RESET                         081 24 24.9
 PU2224
 PU2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7334905683(NAD 83)
 PU2224
 PU2224|---------------------------------------------------------------------|
 PU2224| PID    Reference Object                     Distance      Geod. Az  |
 PU2224|                                                           dddmmss.s |
 PU2224| CQ3764 FORK AZ MK                                         0810845.2 |
 PU2224| AH8192 FORK AZ MK RESET                                   0825527.1 |
 PU2224| CQ3765 FORK RM 1                            18.311 METERS 08810     |
 PU2224| CQ3767 FORK RM 3                             9.011 METERS 24935     |
 PU2224| CQ3766 FORK RM 2                            19.602 METERS 35244     |
 PU2224|---------------------------------------------------------------------|
 PU2224
 PU2224                          SUPERSEDED SURVEY CONTROL
 PU2224
 PU2224  NAD 83(1993)-  44 17 01.44822(N)    102 49 38.87826(W) AD(       ) 2
 PU2224  NAD 83(1986)-  44 17 01.44678(N)    102 49 38.87814(W) AD(       ) 2
 PU2224  NAD 27      -  44 17 01.48580(N)    102 49 37.23880(W) AD(       ) 2
 PU2224
 PU2224.Superseded values are not recommended for survey control.
 PU2224
 PU2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2224.See file dsdata.pdf to determine how the superseded data were derived.
 PU2224
 PU2224_MARKER: DS = TRIANGULATION STATION DISK
 PU2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2224_STAMPING: FORK 1950
 PU2224_MARK LOGO: CGS
 PU2224_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2224+STABILITY: SURFACE MOTION
 PU2224
 PU2224  HISTORY     - Date     Condition        Report By
 PU2224  HISTORY     - 1950     MONUMENTED       CGS
 PU2224  HISTORY     - 1951     GOOD             CGS
 PU2224  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PU2224  HISTORY     - 19820810 GOOD             NGS
 PU2224
 PU2224                          STATION DESCRIPTION
 PU2224
 PU2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2224'THIS STATION WAS NOT OCCUPIED IN 1950.
 PU2224'
 PU2224'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A PUBLIC ROAD, ABOUT
 PU2224'13 MILES NORTH OF NEW UNDERWOOD, ABOUT 4 MILES SOUTH OF THE BELLE
 PU2224'FOURCHE RIVER, AND ON THE SUMMIT OF A RIDGE OVERLOOKING THE
 PU2224'BELLE FOURCHE VALLEY TO THE NORTH.  IT IS NEAR THE NORTHWEST
 PU2224'CORNER OF SEC. 29, T. 4 N., R. 1 E.
 PU2224'
 PU2224'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON STATE
 PU2224'HIGHWAY NO. 79 FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAYS
 PU2224'NO. 79 AND 24--THEN RIGHT, EAST, ON NO. 24 FOR 4.25 MILES TO A
 PU2224'FORK AND A SIGN HEREFORD.  THEN RIGHT, EAST AND NORTH, FOR 9.55
 PU2224'MILES TO A SIDE ROAD ON THE RIGHT (NEAR A SCHOOL).  CONTINUE EAST
 PU2224'FOR 6.25 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE EAST ON
 PU2224'THE MAIN ROAD FOR 9.7 MILES TO A BRIDGE OVER THE BELLE FOURCHE
 PU2224'RIVER.  CONTINUE AHEAD ON THE MAIN ROAD FOR 2.2 MILES TO A
 PU2224'T-INTERSECTION.  THEN LEFT, NORTH, FOR 0.2 MILE TO A FORK.
 PU2224'THEN RIGHT, EAST, FOR 4.1 MILES TO A CROSS ROAD.  THEN
 PU2224'RIGHT, SOUTH AND EAST, FOR 3.5 MILES TO THE CENTER OF A
 PU2224'STEEL BRIDGE OVER THE BELLE FOURCHED RIVER.  CONTINUE SOUTH
 PU2224'ON THE MAIN ROAD FOR 5.1 MILES TO A REVERSE FORK ON THE LEFT.
 PU2224'THEN SHARP LEFT, NORTHEAST, FOR 0.1 MILE TO THE STATION ON
 PU2224'THE RIGHT.
 PU2224'
 PU2224'THE STATION DISK IS STAMPED FORK 1950.
 PU2224'
 PU2224'REFERENCE MARK NO. 1 IS 15 PACES EAST OF THE STATION.  THE DISK
 PU2224'IS STAMPED FORK NO 1 1950.
 PU2224'
 PU2224'REFERENCE MARK NO. 2 IS 15 PACES NORTH OF THE STATION.  THE DISK
 PU2224'IS STAMPED FORK NO 2 1950.
 PU2224'
 PU2224'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE EAST OF THE STATION
 PU2224'AND ON THE NORTH SIDE OF A GRAVELED ROAD.  IT PROJECTS 6 INCHES,
 PU2224'AND THE DISK IS STAMPED FORK 1950.
 PU2224'
 PU2224'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2224'CYLINDERS.
 PU2224
 PU2224                          STATION RECOVERY (1951)
 PU2224
 PU2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2224'THE STATION IS LOCATED ON THE ROAD RIGHT-OF-WAY, ABOUT 13.5 MILES
 PU2224'NORTH OF NEW UNDERWOOD, ABOUT 4.5 MILES SOUTH OF THE BELLE FOURCHE
 PU2224'RIVER, 29 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 6 FEET
 PU2224'NORTH OF A WIRE FENCE.
 PU2224'
 PU2224'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14
 PU2224'AND 16 AND THE MAIN STREET AT THE NORTH EDGE OF NEW UNDERWOOD, GO
 PU2224'EAST ON HIGHWAY 14 AND 16 FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN
 PU2224'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 8.25 MILES TO A FORK JUST
 PU2224'AFTER PASSING THE VIEWFIELD STORE AND CHURCH ON THE RIGHT.  BEAR
 PU2224'LEFT AND CONTINUE NORTH ON A GRAVELED ROAD FOR 5.1 MILES TO A
 PU2224'FORK.  BEAR RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION ON
 PU2224'THE RIGHT.  CONTINUE EAST FOR 0.35 MILE TO THE AZIMUTH MARK ON
 PU2224'THE LEFT.
 PU2224'
 PU2224'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED FORK
 PU2224'1950.
 PU2224'
 PU2224'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTER OF A GRAVELED
 PU2224'ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FORK NO 1
 PU2224'1950.
 PU2224'
 PU2224'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTER OF A GRAVELED
 PU2224'ROAD.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED FORK NO 2
 PU2224'1950.
 PU2224'
 PU2224'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF A GRAVELED
 PU2224'ROAD, 2 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A
 PU2224'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FORK
 PU2224'1950.
 PU2224'
 PU2224'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2224'CYLINDERS.
 PU2224
 PU2224                          STATION RECOVERY (1962)
 PU2224
 PU2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2224'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED.  REFERENCE
 PU2224'MARK 2 WAS FOUND TO HAVE BEEN BROKEN OFF AT THE GROUND LEVEL
 PU2224'AND THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  THE
 PU2224'ROAD PASSING THE STATION SITE HAS BEEN IMPROVED, THE EARTH
 PU2224'ALONG THE NORTH SIDE OF THE STATION MARK BLADED, EXPOSING ABOUT
 PU2224'18 INCHES OF THE NORTH SIDE OF THE MONUMENT.  THE EXPOSED SIDE
 PU2224'OF THE MARK WAS REINFORCED AND REFERENCE MARK 3 AND A NEW
 PU2224'AZIMUTH MARK WERE ESTABLISHED THIS YEAR.
 PU2224'
 PU2224'THE STATION IS 13-1/2 MILES NORTH OF NEW UNDERWOOD, 8 MILES SOUTHEAST
 PU2224'OF HEREFORD, 4-1/2 MILES SOUTH OF THE BELLE FOURCHE RIVER, ON THE
 PU2224'HIGH RIM ALONG THE SOUTH SIDE OF THE BELLE FOURCHE RIVER VALLEY,
 PU2224'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD AND IN
 PU2224'THE NW 1/4 OF ECTION 29, T 4 N, R 11 E.
 PU2224'
 PU2224'TO REACH THE STATION FROM THE POST OFFICE AT HEREFORD, DRIVE
 PU2224'EAST ON THE GRAVELED ROAD FOR 2.6 MILES TO A T-ROAD INTERSECTION.
 PU2224'TURN RIGHT AND DRIVE SOUTH ON THE GRAVELED ROAD FOR 2.7 MILES
 PU2224'TO THE BELLE FOURCHE RIVER.  CROSS THE RIVER BRIDGE AND CONTINUE
 PU2224'SOUTH ON THE GRAVELED ROAD FOR 5.1 MILES TO A HIGH SUMMIT AND AN
 PU2224'INVERTED Y-FORK.  TURN BACK SHARP LEFT AND DRIVE NORTHEASTERLY
 PU2224'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 PU2224'
 PU2224'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK
 PU2224'3 ARE ALL STANDARD DISKS SET IN THE TOPS OF CYLINDRICAL CONCRETE
 PU2224'MONUMENTS WHICH ARE 12 INCHES IN DIAMETER.
 PU2224'
 PU2224'THE STATION MARK, STAMPED FORK 1950, IS 34.0 FEET SOUTH OF THE
 PU2224'CENTER OF THE GRAVELED ROAD AND 7.0 FEET NORTH OF THE SOUTH
 PU2224'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST WITH SIGN ATTACHED.
 PU2224'THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2224'
 PU2224'REFERENCE MARK 1, STAMPED FORK NO 1 1950, IS 40.0 FEET SOUTH OF THE
 PU2224'CENTER OF THE GRAVELED ROAD, 1.5 FEET NORTH OF THE SOUTH
 PU2224'RIGHT-OF-WAY FENCE, ABOUT 10 INCHES LOWER IN ELEVATION THAN THE
 PU2224'STATION MARK AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 PU2224'GROUND.
 PU2224'
 PU2224'REFERENCE MARK 3, STAMPED FORK NO 3 1950, IS 41.0 FEET SOUTH OF THE
 PU2224'CENTER OF THE ROAD, 1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE
 PU2224'AND PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2224'
 PU2224'THE AZIMUTH MARK, STAMPED FORK 1950 RESET 1962, IS SITUATED IN
 PU2224'THE SOUTHWEST CORNER OF THE INTERSECTION OF A NORTH-SOUTH FENCE
 PU2224'WITH THE SOUTH RIGHT-OF-WAY FENCE OF AN EAST-WEST GRAVELED ROAD.
 PU2224'IT IS 36.5 FEET SOUTH OF THE CENTER OF THE ROAD, 11.0 FEET WEST
 PU2224'OF THE CENTER OF A FIELD ENTRANCE ROAD, 2.0 FEET SOUTH OF A
 PU2224'METAL WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET SOUTHWEST OF
 PU2224'A FENCE CORNER.
 PU2224'
 PU2224'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON THE
 PU2224'GRAVELED ROAD FOR 0.45 MILE TO A FIELD ENTRANCE ROAD, A WIRE
 PU2224'GATE AND THE MARK ON THE RIGHT.
 PU2224'
 PU2224'IN THE EVENT THE STATION MARK SHOULD BE DISTURBED OR DESTROYED
 PU2224'BY FUTURE ROAD MODIFICATIONS, A STANDARD STATION MARK DISK,
 PU2224'STAMPED FORK 1950, WAS SET IN THE TOP OF A MASS OF CONCRETE 47
 PU2224'INCHES BELOW AND CONCENTRIC WITH THE CENTER OF THE ARROW OF
 PU2224'REFERENCE MARK 3.
 PU2224
 PU2224                          STATION RECOVERY (1982)
 PU2224
 PU2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PU2224'A REPORT WAS RECEIVED THAT THE STATION MARK HAD BEEN HIT AND POSSIBLY
 PU2224'MOVED.  HOWEVER, WHEN THE STATION WAS RECOVERED IT WAS FOUND THAT
 PU2224'REFERENCE MARK 1 WAS THE MARK THAT HAD BEEN HIT BY FARM EQUIPMENT AND
 PU2224'WAS BADLY CHIPPED BUT STILL SOLID.  DISTANCES AND DIRECTIONS TO THE
 PU2224'PERIPHERAL MARKS CHECKED THE 1962 DATA WELL WITHIN THE ALLOWABLE. NEW
 PU2224'DESCRIPTIVE TEXT FOLLOWS, DUE TO A ROAD CHANGE IN THE IMMEDIATE AREA
 PU2224'OF THE STATION.  THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) NORTH
 PU2224'OF NEW UNDERWOOD, 12.9 KM (8.00 MI) SOUTHEAST OF HEREFORD, 7.2 KM
 PU2224'(4.45 MI) SOUTH OF THE BELLE FOURCHE RIVER AND JUST NORTH OF A
 PU2224'GRAVELED ROAD.  TO REACH THE STATION FROM THE POST OFFICE IN HEREFORD,
 PU2224'GO EAST ON A GRAVELED ROAD FOR 4.2 KM (2.60 MI) TO A T ROAD.  TURN
 PU2224'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 4.3 KM (2.65 MI) TO THE
 PU2224'BRIDGE OVER THE BELLE FOURCHE RIVER.  CONTINUE SOUTH ON GRAVELED ROAD
 PU2224'FOR 8.4 KM (5.20 MI) TO THE BEGINNING OF AN ASPHALT ROAD AND A SIDE
 PU2224'ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 0.2 KM (0.10 MI) TO THE
 PU2224'STATION ON THE LEFT, ABOUT 80 M (262.5 FT) NORTH OF THE ROAD.  THE
 PU2224'STATION IS A STANDARD CGS DISK STAMPED--FORK 1950--SET INTO THE TOP OF
 PU2224'A ROUND CONCRETE MONUMENT 12 INCHES(30 CM)IN DIAMETER PROJECTING 4
 PU2224'INCHES (10 CM)ABOVE THE GROUND.  LOCATED AT THE EDGE OF A CUT, ABOUT
 PU2224'80 M (262.5 FT) NORTH OF THE CENTER OF A GRAVELED ROAD. LOCATED 10.7
 PU2224'METERS (35.1 FT) S FROM A CENTER OF AN OLD ROAD BED. 0.30 METERS (0.98
 PU2224'FT) E FROM A METAL POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 PU2224'STAMPED--FORK NO 1 1950--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PU2224'12 INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES 10 AOBVE THE GROUND.
 PU2224'LOCATED 12.2 METERS (40.0 FT) S FROM THE CENTER OF AN OLD ROAD BED.
 PU2224'0.29 METERS (0.95 FT) W FROM A METAL WITNESS POST, AND 1 FEET (0.3 M)
 PU2224'0.3 LOWER THAN THE STATION. REFERENCE MARK NO 3 IS A STANDARD CGS DISK
 PU2224'STAMPED--FORK NO 3 1960--, SET INTO THE TOP OF A ROUND CONCRETE
 PU2224'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 6 INCHES (15 CM)
 PU2224'ABOVE THE GROUND.  LOCATED 12.5 METERS (41.0 FT) S FROM THE CENTER OF
 PU2224'THE OLD ROAD BED.  0.30 METERS (0.98 FT) E FROM A METAL WITNESS POST,
 PU2224'AND 0.3 M (1.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 2 IS A
 PU2224'STANDARD CGS DISK STAMPED--FORK 1950 RESET 1962--SET INTO THE TOP OF A
 PU2224'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4
 PU2224'INCHES 10 CM ABOVE THE GROUND.  LOCATED 11.2 METERS (36.7 FT) S FROM
 PU2224'THE CENTER OF A GRAVELED ROAD.  3.4 METERS (11.2 FT) W FROM THE CENTER
 PU2224'OF AN APPROACH ROAD.  0.6 METERS (2.0 FT) S FROM A METAL WITNESS POST
 PU2224'IN FENCE LINE.  0.5 METERS (1.6 FT) SW FROM A FENCE CORNER POST.  TO
 PU2224'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED ROAD
 PU2224'FOR 0.7 KM (0.45 MI) TO A GATE AND APPROACH ON THE RIGHT AND THE MARK
 PU2224'ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0748 ***********************************************************************
 QS0748  DESIGNATION -  FORREST
 QS0748  PID         -  QS0748
 QS0748  STATE/COUNTY-  SD/POTTER
 QS0748  COUNTRY     -  US
 QS0748  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0748
 QS0748                         *CURRENT SURVEY CONTROL
 QS0748  ______________________________________________________________________
 QS0748* NAD 83(1996) POSITION- 45 00 15.77732(N) 100 16 52.20720(W)   ADJUSTED
 QS0748* NAVD 88 ORTHO HEIGHT -   581.    (meters)     1906.    (feet) SCALED
 QS0748  ______________________________________________________________________
 QS0748  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 QS0748  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 QS0748  HORZ ORDER      -  SECOND
 QS0748
 QS0748.The horizontal coordinates were established by classical geodetic methods
 QS0748.and adjusted by the National Geodetic Survey in January 1998.
 QS0748
 QS0748.The orthometric height was scaled from a topographic map.
 QS0748
 QS0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0748.GEOID18 height accuracy estimate available here.
 QS0748
 QS0748.Click photographs - Photos may exist for this station.
 QS0748
 QS0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0748
 QS0748. The following values were computed from the NAD 83(1996) position.
 QS0748
 QS0748;                    North         East     Units Scale Factor Converg.
 QS0748;SPC SD N     -   130,168.160   577,833.818   MT  0.99993944   -0 11 56.4
 QS0748;SPC SD N     -   427,060.04  1,895,776.45   sFT  0.99993944   -0 11 56.4
 QS0748;UTM  14      - 4,984,235.598   399,031.998   MT  0.99972535   -0 54 21.8
 QS0748
 QS0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0748!SPC SD N     -   0.99991238  x   0.99993944  =   0.99985183
 QS0748!UTM  14      -   0.99991238  x   0.99972535  =   0.99963775
 QS0748
 QS0748:                Primary Azimuth Mark                     Grid Az
 QS0748:SPC SD N     -  FORREST AZ MK                            220 48 42.9
 QS0748:UTM  14      -  FORREST AZ MK                            221 31 08.3
 QS0748
 QS0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9903184235(NAD 83)
 QS0748
 QS0748|---------------------------------------------------------------------|
 QS0748| PID    Reference Object                     Distance      Geod. Az  |
 QS0748|                                                           dddmmss.s |
 QS0748| CO4981 FORREST RM 1                         14.368 METERS 15644     |
 QS0748| CO4980 FORREST AZ MK                                      2203646.5 |
 QS0748| CO4982 FORREST RM 2                         11.329 METERS 23926     |
 QS0748|---------------------------------------------------------------------|
 QS0748
 QS0748                          SUPERSEDED SURVEY CONTROL
 QS0748
 QS0748  NAD 83(1986)-  45 00 15.76940(N)    100 16 52.20737(W) AD(       ) 2
 QS0748  NAD 27      -  45 00 15.83100(N)    100 16 50.74000(W) AD(       ) 2
 QS0748
 QS0748.Superseded values are not recommended for survey control.
 QS0748
 QS0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0748.See file dsdata.pdf to determine how the superseded data were derived.
 QS0748
 QS0748_MARKER: DS = TRIANGULATION STATION DISK
 QS0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0748_STAMPING: FORREST 1948
 QS0748_MARK LOGO: CGS
 QS0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0748+STABILITY: SURFACE MOTION
 QS0748
 QS0748  HISTORY     - Date     Condition        Report By
 QS0748  HISTORY     - 1948     MONUMENTED       CGS
 QS0748  HISTORY     - 1956     GOOD             CGS
 QS0748
 QS0748                          STATION DESCRIPTION
 QS0748
 QS0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0748'STATION IS ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF WHITLOCK
 QS0748'CROSSING, ABOUT 2 MILES SOUTHEAST AND ON OPPOSITE SIDE MISSOURI
 QS0748'RIVER FROM CHEYENNE AGENCY.  IT IS PROBABLY IN THE SE 1/4 OF
 QS0748'NW 1/4 SEC. 29, T. 118 N., R. 78 W.  IT IS 6 FEET SOUTH OF A
 QS0748'WITNESS POST, ON EDGE OF BLUFFS OVERLOOKING THE MISSOURI
 QS0748'RIVER, AND ON LAND OWNED BY MR. J.W. WILLIAMS.  THE MARK
 QS0748'PROJECTS 4 INCHES AND THE DISK IS STAMPED FORREST 1948.
 QS0748'
 QS0748'REFERENCE MARK NO. 1 IS 47.14 FEET SOUTHEAST OF THE STATION.  THE
 QS0748'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FORREST NO 1 1948.
 QS0748'
 QS0748'REFERENCE MARK NO. 2 IS 37.17 FEET SOUTHWEST OF THE STATION.
 QS0748'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FORREST
 QS0748'NO 2 1948.
 QS0748'
 QS0748'THE AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF THE STATION,
 QS0748'26.6 FEET SOUTH OF A TRACK ROAD, 2 FEET WEST OF A WITNESS POST,
 QS0748'AND IN THE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QS0748'IS STAMPED FORREST 1948.
 QS0748'
 QS0748'TO REACH FROM THE BRIDGE STORE AT WHITLOCK CROSSING, GO EASTERLY
 QS0748'ON U.S. HIGHWAY 212 FOR 0.1 MILE, BEAR RIGHT ON GRAVEL ROAD
 QS0748'SOUTHEASTERLY 2.3 MILES, KEEP LEFT 2.0 MILES TO DIRT T-ROAD
 QS0748'RIGHT, TURN RIGHT AND GO SOUTH 1.0 MILE, WEST 1.0 MILE, SOUTH
 QS0748'1.0 MILE, WEST 2.1 MILES TO CROSSROADS WHERE MAIN ROAD TURNS
 QS0748'SOUTH, TURN RIGHT AND GO NORTH ON TRACK ROAD ALONG FENCE LINE
 QS0748'1.1 MILES TO AZIMUTH MARK AND GATE, GO THROUGH GATE AND GO
 QS0748'NORTHEASTERLY ACROSS PASTURE 0.5 MILE TO EDGE OF BLUFFS AND
 QS0748'STATION.
 QS0748'
 QS0748'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0748
 QS0748                          STATION RECOVERY (1956)
 QS0748
 QS0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QS0748'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0748'CONDITION.  U.S. HIGHWAY 212 IS BEING REROUTED TO A NEW
 QS0748'CROSSING OVER THE MISSOURI RIVER AND ROAD CONSTRUCTION WILL
 QS0748'DESTROY ALL OF THE MARKS.  THEY WERE MOVED AT THE REQUEST OF
 QS0748'THE SOUTH DAKOTA STATE HIGHWAY COMMISSION AND FORREST 2 WAS
 QS0748'ESTABLISHED.  FOR DETAILS SEE DESCRIPTION OF FORREST 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0747 ***********************************************************************
 QS0747  CBN         -  This is a Cooperative Base Network Control Station.
 QS0747  DESIGNATION -  FORREST 2 RESET
 QS0747  PID         -  QS0747
 QS0747  STATE/COUNTY-  SD/POTTER
 QS0747  COUNTRY     -  US
 QS0747  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0747
 QS0747                         *CURRENT SURVEY CONTROL
 QS0747  ______________________________________________________________________
 QS0747* NAD 83(2011) POSITION- 45 00 14.09768(N) 100 16 54.23738(W)   ADJUSTED
 QS0747* NAD 83(2011) ELLIP HT-   557.511 (meters)        (06/27/12)   ADJUSTED
 QS0747* NAD 83(2011) EPOCH   -  2010.00
 QS0747* NAVD 88 ORTHO HEIGHT -   579.970 (meters)     1902.78  (feet) ADJUSTED
 QS0747  ______________________________________________________________________
 QS0747  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 QS0747  NAD 83(2011) X  -   -806,353.531 (meters)                     COMP
 QS0747  NAD 83(2011) Y  - -4,445,132.446 (meters)                     COMP
 QS0747  NAD 83(2011) Z  -  4,488,050.374 (meters)                     COMP
 QS0747  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 QS0747  DYNAMIC HEIGHT  -        579.888 (meters)     1902.52  (feet) COMP
 QS0747  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 QS0747
 QS0747  VERT ORDER      -  FIRST     CLASS II
 QS0747
 QS0747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QS0747  Standards:
 QS0747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QS0747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QS0747  -------------------------------------------------------------------
 QS0747  NETWORK    0.93   2.78           0.44   0.29   1.42     -0.07638537
 QS0747  -------------------------------------------------------------------
 QS0747  Click here for local accuracies and other accuracy information.
 QS0747
 QS0747.The horizontal coordinates were established by GPS observations
 QS0747.and adjusted by the National Geodetic Survey in June 2012.
 QS0747
 QS0747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QS0747.been affixed to the stable North American tectonic plate. See 
 QS0747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QS0747
 QS0747.The horizontal coordinates are valid at the epoch date displayed above
 QS0747.which is a decimal equivalence of Year/Month/Day.
 QS0747
 QS0747.The orthometric height was determined by differential leveling and
 QS0747.adjusted by the NATIONAL GEODETIC SURVEY
 QS0747.in July 1998.
 QS0747
 QS0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0747.GEOID18 height accuracy estimate available here.
 QS0747
 QS0747.Click photographs - Photos may exist for this station.
 QS0747
 QS0747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0747
 QS0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0747
 QS0747.The ellipsoidal height was determined by GPS observations
 QS0747.and is referenced to NAD 83.
 QS0747
 QS0747.The dynamic height is computed by dividing the NAVD 88
 QS0747.geopotential number by the normal gravity value computed on the
 QS0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0747.degrees latitude (g = 980.6199 gals.).
 QS0747
 QS0747.The modeled gravity was interpolated from observed gravity values.
 QS0747
 QS0747. The following values were computed from the NAD 83(2011) position.
 QS0747
 QS0747;                    North         East     Units Scale Factor Converg.
 QS0747;SPC SD N     -   130,116.468   577,789.179   MT  0.99993945   -0 11 57.8
 QS0747;SPC SD N     -   426,890.45  1,895,630.00   sFT  0.99993945   -0 11 57.8
 QS0747;UTM  14      - 4,984,184.471   398,986.734   MT  0.99972547   -0 54 23.3
 QS0747
 QS0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0747!SPC SD N     -   0.99991260  x   0.99993945  =   0.99985205
 QS0747!UTM  14      -   0.99991260  x   0.99972547  =   0.99963809
 QS0747
 QS0747:                Primary Azimuth Mark                     Grid Az
 QS0747:SPC SD N     -  FORREST 2 AZ MK 2                        216 37 57.5
 QS0747:UTM  14      -  FORREST 2 AZ MK 2                        217 20 23.0
 QS0747
 QS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9898684184(NAD 83)
 QS0747
 QS0747|---------------------------------------------------------------------|
 QS0747| PID    Reference Object                     Distance      Geod. Az  |
 QS0747|                                                           dddmmss.s |
 QS0747| QS0748 FORREST                              68.326 METERS 04037     |
 QS0747| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.26.4 KM 0874546.9 |
 QS0747| AE2915 FORREST 2 RM 3                       11.040 METERS 20715     |
 QS0747| CO4984 FORREST 2 AZ MK 2                                  2162559.7 |
 QS0747| CO4983 FORREST 2 AZ MK                                    2171645.9 |
 QS0747| CO4980 FORREST AZ MK                                      2203645.0 |
 QS0747| AE2916 FORREST 2 RM 4                       11.107 METERS 30446     |
 QS0747|---------------------------------------------------------------------|
 QS0747
 QS0747                          SUPERSEDED SURVEY CONTROL
 QS0747
 QS0747  NAD 83(2007)-  45 00 14.09770(N)    100 16 54.23858(W) AD(2002.00) 0
 QS0747  ELLIP H (02/10/07)  557.541  (m)                       GP(2002.00)    
 QS0747  ELLIP H (04/15/04)  557.549  (m)                       GP(       ) 2 1
 QS0747  NAD 83(1996)-  45 00 14.09705(N)    100 16 54.23805(W) AD(       ) B
 QS0747  ELLIP H (04/18/97)  557.593  (m)                       GP(       ) 4 1
 QS0747  NAD 83(1986)-  45 00 14.08917(N)    100 16 54.23816(W) AD(       ) 3
 QS0747  NAD 27      -  45 00 14.15100(N)    100 16 52.77100(W) AD(       ) 3
 QS0747  NAVD 88 (04/18/97)  580.0    (m)  GEOID96  model used  GPS OBS        
 QS0747
 QS0747.Superseded values are not recommended for survey control.
 QS0747
 QS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0747.See file dsdata.pdf to determine how the superseded data were derived.
 QS0747
 QS0747_MARKER: DS = TRIANGULATION STATION DISK
 QS0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0747_STAMPING: FORREST 2 1956 1976
 QS0747_MARK LOGO: CGS
 QS0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0747+STABILITY: SURFACE MOTION
 QS0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0747+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 QS0747
 QS0747  HISTORY     - Date     Condition        Report By
 QS0747  HISTORY     - 1976     MONUMENTED       NGS
 QS0747  HISTORY     - 19960425 GOOD             NGS
 QS0747  HISTORY     - 19960808 GOOD             NGS
 QS0747  HISTORY     - 20120620 GOOD             INDIV
 QS0747
 QS0747                          STATION DESCRIPTION
 QS0747
 QS0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QS0747'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4, AND THE AZIMUTH
 QS0747'MARK WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION, BUT THE
 QS0747'DIRECTION FROM THE AZIMUTH MARK TO THE REFERENCE MARKS DID NOT
 QS0747'CHECK BY 6-DEGREES AND 40-MINUTES.  THE DIRECTION BETWEEN THE
 QS0747'REFERENCE MARKS CHECKED GOOD, BUT A DISCREPANCY OF 0.08 FOOT WAS
 QS0747'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 4 - THE MARK
 QS0747'APPARENTLY HAS BEEN BUMPED AS IT LEANS SLIGHTLY TO THE WEST, THERE
 QS0747'IS ALSO A DIFFERENCE OF 0.1 METER IN THE 1956 DESCRIPTION OF THE
 QS0747'DISTANCE TO THE MARK - POSSIBLY A TYPING ERROR.  THE DISCREPANCY
 QS0747'IN DIRECTION MAY BE DUE TO EARTH MOVEMENT AT THE STATION SITE.
 QS0747'THE STATE HIGHWAY DEPARTMENT IS HAVING PROBLEMS WITH EARTH MOVEMENT
 QS0747'AT THE EAST APPROACH TO THE FORREST CITY STEEL BRIDGE OVER
 QS0747'THE MISSOURI RIVER AND WITH THE HIGHWAY LEADING TO IT.  THE
 QS0747'AZIMUTH MARKS ARE ON STABLE GROUND, 0.5 MILE AWAY FROM THE
 QS0747'HIGHWAY, ON FLAT PASTURE LAND.  DUE TO THE DIRECTION
 QS0747'DISCREPANCIES THE POSITION OF THE SURFACE STATION MARK WAS HELD AND
 QS0747'THE MARK REMOVED FOR A CHECK OF THE UNDERGROUND STATION
 QS0747'MARK.  IT WAS FOUND TO FOUND TO BE OUT OF PLUMB 0.002 METERS TO
 QS0747'THE NORTHEAST ON LINE AWAY FROM THE 1956 AZIMUTH MARK.  THE
 QS0747'POSITION OF THE UNDERGROUND STATION MARK WAS HELD AND A NEW
 QS0747'SURFACE STATION MARK WAS PLUMBED OVER IT AND SET FLUSH WITH
 QS0747'THE GROUND.  A NEW AZIMUTH MARK WAS SET AS THE STATE HIGHWAY
 QS0747'DEPARTMENT REQUESTED THAT THE 1956 AZIMUTH MARK BE MOVED DUE TO
 QS0747'HIGHWAY IMPROVEMENTS.
 QS0747'
 QS0747'A NEW DESCRIPTION FOLLOWS--
 QS0747'
 QS0747'THE STATION IS LOCATED ABOUT 15 MILES WEST OF GETTYSBURG, 3/4
 QS0747'MILE SOUTHEAST OF THE FORREST CITY STEEL BRIDGE OVER THE MISSOURI
 QS0747'RIVER, AT THE WEST EDGE OF A SCENIC OVERLOOK AND PICNIC GROUNDS,
 QS0747'AND ABOUT 300 FEET SOUTH OF U.S. HIGHWAY 212.
 QS0747'
 QS0747'TO REACH THE STATION FROM THE STORE AT THE EAST END OF THE EAST
 QS0747'APPROACH TO THE FORREST CITY BRIDGE, GO EAST ON U.S. HIGHWAY 212
 QS0747'FOR 0.5 MILE TO THE TOP OF THE GRADE AND THE JUNCTION WITH STATE
 QS0747'ROAD 1804 LEADING SOUTH, TURN RIGHT AND GO SOUTH 0.05 MILE TO A
 QS0747'SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON THE GRADED ROAD 0.15
 QS0747'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 QS0747'
 QS0747'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 212
 QS0747'AND STATE ROAD 1804, GO SOUTHWESTERLY ON STATE ROAD 1804 FOR 0.65
 QS0747'MILE TO A WIRE GATE ON THE LEFT AND THE MARK AS DESCRIBED.
 QS0747'
 QS0747'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED FORREST 2
 QS0747'1956, SET IN THE TOP OF A CONCRETE BLOCK 3-FEET BELOW GROUND
 QS0747'SURFACE.  THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 QS0747'FORREST 2 1956 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QS0747'FLUSH WITH THE GROUND.  IT IS 36 FEET WEST OF THE WEST EDGE
 QS0747'OF THE OVERLOOK ROAD, 53.5 FEET SOUTH OF THE CENTER
 QS0747'PEDESTAL OF A CANOPY, 41 FEET SOUTH-SOUTHEAST OF A LIGHT POLE, AND 6
 QS0747'FEET WEST OF A BARBEQUE GRILL STAND.
 QS0747'
 QS0747'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FORREST 2 NO 3
 QS0747'1956, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QS0747'4-INCHES.  IT IS 88 FEET SOUTH OF THE CENTER PEDESTAL OF THE
 QS0747'CANOPY, 37 FEET WEST OF THE WEST EDGE OF THE ROAD, AND 10 FEET
 QS0747'SOUTH OF THE SOUTH EDGE OF A PICNIC TABLE PATIO.
 QS0747'
 QS0747'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED FORREST 2 NO 4 1956,
 QS0747'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QS0747'6-INCHES.  IT IS 73 FEET WEST OF THE WEST EDGE OF THE ROAD, 73 FEET
 QS0747'WEST-SOUTHWEST OF THE CENTER PEDESTAL OF THE CANOPY, 21 FEET SOUTH
 QS0747'OF A LIGHT POLE, 4.5 FEET WEST OF THE WEST EDGE OF A SIDEWALK,
 QS0747'AND 3 FEET SOUTH OF THE SOUTH EDGE OF ANOTHER SIDEWALK.
 QS0747'
 QS0747'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORREST 2 1956 1976,
 QS0747'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0747'6-INCHES.  IT IS IN A PASTURE, 134 FEET EAST OF THE CENTER OF STATE
 QS0747'ROAD 1804, 100 FEET SOUTHEAST OF A FIELD ENTRANCE, AND 6 FEET EAST
 QS0747'OF A POWER POLE WITH TWO GUY WIRES.
 QS0747'
 QS0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 QS0747'WEST OF GETTYSBURG.
 QS0747
 QS0747                          STATION RECOVERY (1996)
 QS0747
 QS0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0747'25.8 KM (16.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0747'OF EXENE STREET IN GETTYSBURG, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 QS0747'STATE HIGHWAY 1084, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG THE
 QS0747'ENTRANCE TO A ROAD SIDE PARK, 18.3 M (60.0 FT) WEST OF THE ROAD
 QS0747'CENTER, 11.1 M (36.4 FT) EAST OF A REFERENCE MARK 4, 10.9 M (35.8 FT)
 QS0747'NORTH OF REFERENCE MARK 3, 3.5 M (11.5 FT) SOUTH OF THE CENTER OF A
 QS0747'SIDEWALK, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE M0NUMENT
 QS0747'IS FLUSH WITH THE GROUND SURFACE.
 QS0747
 QS0747                          STATION RECOVERY (1996)
 QS0747
 QS0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QS0747'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) WEST OF GETTYSBURG AND
 QS0747'1.21 KM (0.75 MI) SOUTHEAST OF A BRIDGE SPANNING THE MISSOURI RIVER ON
 QS0747'U.S. HIGHWAY 212.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 QS0747'STATION FROM THE STORE AND TACKLE SHOP AT THE EAST END OF THE BRIDGE
 QS0747'SPANNING THE MISSOURI RIVER IN FORREST CITY, GO EAST ON U.S. HIGHWAY
 QS0747'212 FOR 1.1 KM (0.70 MI) TO THE JUNCTION OF STATE HIGHWAY 1804, TURN
 QS0747'RIGHT AND GO SOUTH ON STATE HIGHWAY 1804 FOR 0.08 KM (0.05 MI) TO A
 QS0747'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON THE ROAD FOR 0.24 KM (0.15
 QS0747'MI) TO THE TOP OF THE HILL AND THE STATION AT THE WEST EDGE OF A
 QS0747'SCENIC OVERLOOK AND PICNIC AREA.  THE STATION IS LOCATED 91.4 M (299.9
 QS0747'FT) SOUTH OF THE U.S. HIGHWAY CENTERLINE, 16.3 M (53.5 FT) SOUTH OF
 QS0747'THE CENTER PEDESTAL OF A CANOPY FOR FOUR PICNIC TABLES, 12.5 M (41.0
 QS0747'FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 11.0 M (36.1 FT) WEST OF THE
 QS0747'WEST EDGE OF THE OVERLOOK ROAD, 1.8 M (5.9 FT) WEST OF A BAR-B-QUE
 QS0747'GRILL STAND, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0747
 QS0747                          STATION RECOVERY (2012)
 QS0747
 QS0747'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2915 ***********************************************************************
 AE2915  DESIGNATION -  FORREST 2 RM 3
 AE2915  PID         -  AE2915
 AE2915  STATE/COUNTY-  SD/POTTER
 AE2915  COUNTRY     -  US
 AE2915  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE2915
 AE2915                         *CURRENT SURVEY CONTROL
 AE2915  ______________________________________________________________________
 AE2915* NAD 83(1986) POSITION- 45 00 13.78   (N) 100 16 54.47   (W)   HD_HELD1
 AE2915* NAVD 88 ORTHO HEIGHT -   579.918 (meters)     1902.61  (feet) ADJUSTED
 AE2915  ______________________________________________________________________
 AE2915  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 AE2915  DYNAMIC HEIGHT  -        579.836 (meters)     1902.35  (feet) COMP
 AE2915  MODELED GRAVITY -    980,457.0   (mgal)                       NAVD 88
 AE2915
 AE2915  VERT ORDER      -  FIRST     CLASS II
 AE2915
 AE2915.The horizontal coordinates were determined by differentially corrected
 AE2915.hand held GPS observations or other comparable positioning techniques
 AE2915.and have an estimated accuracy of +/- 3 meters.
 AE2915
 AE2915.The orthometric height was determined by differential leveling and
 AE2915.adjusted by the NATIONAL GEODETIC SURVEY
 AE2915.in July 1998.
 AE2915
 AE2915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2915.GEOID18 height accuracy estimate available here.
 AE2915
 AE2915.Click photographs - Photos may exist for this station.
 AE2915
 AE2915.The dynamic height is computed by dividing the NAVD 88
 AE2915.geopotential number by the normal gravity value computed on the
 AE2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2915.degrees latitude (g = 980.6199 gals.).
 AE2915
 AE2915.The modeled gravity was interpolated from observed gravity values.
 AE2915
 AE2915;                    North         East    Units  Estimated Accuracy
 AE2915;SPC SD N     -   130,106.7     577,784.1     MT  (+/- 3 meters HH1 GPS) 
 AE2915
 AE2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9898184174(NAD 83)
 AE2915
 AE2915                          SUPERSEDED SURVEY CONTROL
 AE2915
 AE2915.No superseded survey control is available for this station.
 AE2915
 AE2915_MARKER: DR = REFERENCE MARK DISK
 AE2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2915_STAMPING: FORREST 2 NO 3 1956
 AE2915_MARK LOGO: CGS
 AE2915_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2915+STABILITY: SURFACE MOTION
 AE2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2915+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE2915
 AE2915  HISTORY     - Date     Condition        Report By
 AE2915  HISTORY     - 1956     MONUMENTED       CGS
 AE2915  HISTORY     - 19960425 GOOD             NGS
 AE2915  HISTORY     - 20120620 GOOD             INDIV
 AE2915
 AE2915                          STATION DESCRIPTION
 AE2915
 AE2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE2915'25.8 KM (16.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE2915'OF EXENE STREET IN GETTYSBURG, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 AE2915'STATE HIGHWAY 1084, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG THE
 AE2915'ENTRANCE TO A ROAD SIDE PARK, 17.2 M (56.4 FT) WEST OF THE ROAD
 AE2915'CENTER, 10.9 M (35.8 FT) SOUTH OF TRIANGULATION STATION FORREST 2
 AE2915'RESET, 1.6 M (5.2 FT) SOUTH OF A PICNIC TABLE, 0.3 M (1.0 FT) BELOW
 AE2915'THE LEVEL OF THE ROAD, AND THE M0NUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AE2915'THE GROUND SURFACE.
 AE2915
 AE2915                          STATION RECOVERY (2012)
 AE2915
 AE2915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE2915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2916 ***********************************************************************
 AE2916  DESIGNATION -  FORREST 2 RM 4
 AE2916  PID         -  AE2916
 AE2916  STATE/COUNTY-  SD/POTTER
 AE2916  COUNTRY     -  US
 AE2916  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE2916
 AE2916                         *CURRENT SURVEY CONTROL
 AE2916  ______________________________________________________________________
 AE2916* NAD 83(1986) POSITION- 45 00 14.30   (N) 100 16 54.65   (W)   HD_HELD1
 AE2916* NAVD 88 ORTHO HEIGHT -   579.800 (meters)     1902.23  (feet) ADJUSTED
 AE2916  ______________________________________________________________________
 AE2916  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 AE2916  DYNAMIC HEIGHT  -        579.718 (meters)     1901.96  (feet) COMP
 AE2916  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 AE2916
 AE2916  VERT ORDER      -  FIRST     CLASS II
 AE2916
 AE2916.The horizontal coordinates were determined by differentially corrected
 AE2916.hand held GPS observations or other comparable positioning techniques
 AE2916.and have an estimated accuracy of +/- 3 meters.
 AE2916
 AE2916.The orthometric height was determined by differential leveling and
 AE2916.adjusted by the NATIONAL GEODETIC SURVEY
 AE2916.in July 1998.
 AE2916
 AE2916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2916.GEOID18 height accuracy estimate available here.
 AE2916
 AE2916.Click photographs - Photos may exist for this station.
 AE2916
 AE2916.The dynamic height is computed by dividing the NAVD 88
 AE2916.geopotential number by the normal gravity value computed on the
 AE2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2916.degrees latitude (g = 980.6199 gals.).
 AE2916
 AE2916.The modeled gravity was interpolated from observed gravity values.
 AE2916
 AE2916;                    North         East    Units  Estimated Accuracy
 AE2916;SPC SD N     -   130,122.7     577,780.2     MT  (+/- 3 meters HH1 GPS) 
 AE2916
 AE2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9897784190(NAD 83)
 AE2916
 AE2916                          SUPERSEDED SURVEY CONTROL
 AE2916
 AE2916.No superseded survey control is available for this station.
 AE2916
 AE2916_MARKER: DR = REFERENCE MARK DISK
 AE2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2916_STAMPING: FORREST 2 NO 4 1956
 AE2916_MARK LOGO: CGS
 AE2916_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2916+STABILITY: SURFACE MOTION
 AE2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2916+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE2916
 AE2916  HISTORY     - Date     Condition        Report By
 AE2916  HISTORY     - 1956     MONUMENTED       CGS
 AE2916  HISTORY     - 19960425 GOOD             NGS
 AE2916  HISTORY     - 20120620 GOOD             INDIV
 AE2916
 AE2916                          STATION DESCRIPTION
 AE2916
 AE2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE2916'25.8 KM (16.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE2916'OF EXENE STREET IN GETTYSBURG, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 AE2916'STATE HIGHWAY 1084, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG THE
 AE2916'ENTRANCE TO A ROAD SIDE PARK, 29.4 M (96.5 FT) WEST OF THE ROAD
 AE2916'CENTER, 11.1 M (36.4 FT) WEST OF TRIANGULATION STATION FORREST 2
 AE2916'RESET, 1.6 M (5.2 FT) SOUTH OF THE CENTER OF A SIDEWALK, 0.3 M (1.0
 AE2916'FT) BELOW THE LEVEL OF THE ROAD, AND THE M0NUMENT PROJECTS 0.1 M (0.3
 AE2916'FT) ABOVE THE GROUND SURFACE.  THE DATE IN THE STAMPING 1956 IS
 AE2916'STAMPED OVER 1948.
 AE2916
 AE2916                          STATION RECOVERY (2012)
 AE2916
 AE2916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE2916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0253 ***********************************************************************
 PT0253  DESIGNATION -  FORT
 PT0253  PID         -  PT0253
 PT0253  STATE/COUNTY-  SD/STANLEY
 PT0253  COUNTRY     -  US
 PT0253  USGS QUAD   -  PIERRE SW (2017)
 PT0253
 PT0253                         *CURRENT SURVEY CONTROL
 PT0253  ______________________________________________________________________
 PT0253* NAD 83(1996) POSITION- 44 22 07.62570(N) 100 24 16.60342(W)   ADJUSTED
 PT0253* NAVD 88 ORTHO HEIGHT -   524.807 (meters)     1721.80  (feet) ADJUSTED
 PT0253  ______________________________________________________________________
 PT0253  GEOID HEIGHT    -        -23.418 (meters)                     GEOID18
 PT0253  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 PT0253  DYNAMIC HEIGHT  -        524.699 (meters)     1721.45  (feet) COMP
 PT0253  MODELED GRAVITY -    980,395.8   (mgal)                       NAVD 88
 PT0253
 PT0253  HORZ ORDER      -  SECOND
 PT0253  VERT ORDER      -  FIRST     CLASS II
 PT0253
 PT0253.The horizontal coordinates were established by classical geodetic methods
 PT0253.and adjusted by the National Geodetic Survey in January 1998.
 PT0253
 PT0253.The orthometric height was determined by differential leveling and
 PT0253.adjusted by the NATIONAL GEODETIC SURVEY
 PT0253.in October 1997.
 PT0253
 PT0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0253.GEOID18 height accuracy estimate available here.
 PT0253
 PT0253.Click photographs - Photos may exist for this station.
 PT0253
 PT0253.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0253
 PT0253.The dynamic height is computed by dividing the NAVD 88
 PT0253.geopotential number by the normal gravity value computed on the
 PT0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0253.degrees latitude (g = 980.6199 gals.).
 PT0253
 PT0253.The modeled gravity was interpolated from observed gravity values.
 PT0253
 PT0253. The following values were computed from the NAD 83(1996) position.
 PT0253
 PT0253;                    North         East     Units Scale Factor Converg.
 PT0253;SPC SD S     -   226,133.453   594,318.577   MT  0.99999269   -0 02 57.0
 PT0253;SPC SD S     -   741,906.17  1,949,860.20   sFT  0.99999269   -0 02 57.0
 PT0253;UTM  14      - 4,913,793.652   388,086.090   MT  0.99975403   -0 58 56.3
 PT0253
 PT0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0253!SPC SD S     -   0.99992139  x   0.99999269  =   0.99991408
 PT0253!UTM  14      -   0.99992139  x   0.99975403  =   0.99967544
 PT0253
 PT0253:                Primary Azimuth Mark                     Grid Az
 PT0253:SPC SD S     -  FORT AZ MK                               134 27 13.8
 PT0253:UTM  14      -  FORT AZ MK                               135 23 13.1
 PT0253
 PT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8808613793(NAD 83)
 PT0253
 PT0253|---------------------------------------------------------------------|
 PT0253| PID    Reference Object                     Distance      Geod. Az  |
 PT0253|                                                           dddmmss.s |
 PT0253| PT0252 FORT RM 1                            26.472 METERS 04202     |
 PT0253| PT1037 PIERRE ST PETER PAUL CATH CH        APPROX. 4.5 KM 0871822.9 |
 PT0253| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX. 4.7 KM 0922028.1 |
 PT0253| PT1035 PIERRE INDIAN SCHOOL TANK           APPROX. 7.9 KM 1035855.1 |
 PT0253| CO4986 FORT AZ MK                                         1342416.8 |
 PT0253| PT0254 FORT RM 2                            12.515 METERS 15207     |
 PT0253| PT1045 INGHAM RESET                                       33326     |
 PT0253|---------------------------------------------------------------------|
 PT0253
 PT0253                          SUPERSEDED SURVEY CONTROL
 PT0253
 PT0253  NAD 83(1986)-  44 22 07.62120(N)    100 24 16.60708(W) AD(       ) 2
 PT0253  NAD 27      -  44 22 07.68600(N)    100 24 15.11900(W) AD(       ) 2
 PT0253  MORC        -  44 22 04.98000(N)    100 24 14.87000(W) AD(       ) 3
 PT0253  NAVD 88 (06/15/91)  524.830  (m)         1721.88   (f) SUPERSEDED  1 2
 PT0253  NGVD 29 (??/??/92)  524.447  (m)         1720.62   (f) ADJ UNCH    1 2
 PT0253  NGVD 29             524.46   (m)         1720.7    (f) LEVELING    3  
 PT0253
 PT0253.Superseded values are not recommended for survey control.
 PT0253
 PT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0253.See file dsdata.pdf to determine how the superseded data were derived.
 PT0253
 PT0253_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PT0253_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0253_MARK LOGO: MORC
 PT0253_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0253+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 PT0253
 PT0253  HISTORY     - Date     Condition        Report By
 PT0253  HISTORY     - 1889     MONUMENTED       MORC
 PT0253  HISTORY     - 1948     GOOD             CGS
 PT0253  HISTORY     - 1949     GOOD             CGS
 PT0253  HISTORY     - 1951     GOOD             CGS
 PT0253  HISTORY     - 1951     GOOD             CGS
 PT0253  HISTORY     - 1963     GOOD             USFS
 PT0253  HISTORY     - 1975     GOOD             NGS
 PT0253  HISTORY     - 1979     GOOD             SDDT
 PT0253  HISTORY     - 1981     GOOD             NGS
 PT0253  HISTORY     - 19820412 GOOD             NGS
 PT0253  HISTORY     - 19950802 GOOD             NGS
 PT0253  HISTORY     - 20120516 GOOD             INDIV
 PT0253
 PT0253                          STATION DESCRIPTION
 PT0253
 PT0253'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (JCP)
 PT0253'THE STATION IS LOCATED 2.0 MILES NORTHWEST OF THE CITY OF FORT PIERRE,
 PT0253'42 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 14,
 PT0253'AND 7 FEET EAST OF A WOODEN WITNESS POST.
 PT0253'
 PT0253'STATION MARK IS A 5-INCH PIPE WITH A CAST-IRON CAP ON WHICH IS CAST
 PT0253'MISSOURI RIVER COMMISSION.  ON THE CAP IS A SMALL RAISED TRIANGLE WITH
 PT0253'A SMALL HOLE IN THE CENTER.  THE PIPE PROJECTS 3 INCHES.
 PT0253'
 PT0253'REFERENCE MARK NO. 1 IS 86.89 FEET NORTHEAST OF THE STATION AND 128
 PT0253'FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 14.  IT
 PT0253'IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A
 PT0253'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  IT PROJECTS 5
 PT0253'INCHES AND THE DISK IS STAMPED FORT M R C NO 1 1945.
 PT0253'
 PT0253'REFERENCE MARK NO. 2 IS 41.11 FEET SOUTHEAST OF THE STATION AND 36
 PT0253'FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 14.  IT
 PT0253'IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  IT PROJECTS
 PT0253'6 INCHES AND THE DISK IS STAMPED FORT M R C NO 2 1945.
 PT0253'
 PT0253'AZIMUTH MARK IS 0.9 MILE EAST-SOUTHEAST OF THE STATION, 100 FEET WEST
 PT0253'OF A GRADED DIRT ROAD, AND 37 FEET SOUTHWEST OF THE APPROXIMATE
 PT0253'CENTERLINE OF U.S. HIGHWAY 14.  IT IS A BRONZE AZIMUTH DISK SET IN TOP
 PT0253'OF A CONCRETE POST.  IT PROJECTS 6 INCHES AND THE DISK IS STAMPED FORT
 PT0253'M R C 1945.
 PT0253'
 PT0253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 14 IN
 PT0253'THE CITY OF FORT PIERRE, GO WEST AND N FOR 1.1 MILES TO A GRADED DIRT
 PT0253'T-ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE ON NW FOR 0.9
 PT0253'MILE AND THE STATION ON THE RIGHT AS DESCRIBED.
 PT0253'
 PT0253'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.  HEIGHT OF LIGHT ABOVE
 PT0253'STATION MARK - 2 METERS.
 PT0253
 PT0253                          STATION RECOVERY (1948)
 PT0253
 PT0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0253'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  REFERENCE AND
 PT0253'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.  A COMPLETE
 PT0253'DESCRIPTION FOLLOWS--
 PT0253'
 PT0253'THE STATION IS LOCATED 2.0 MILES NORTHWEST OF FORT PIERRE, 42 FEET
 PT0253'NORTHEAST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY 14, AND 7 FEET
 PT0253'EAST OF A WITNESS POST.
 PT0253'
 PT0253'STATION MARK IS A 5-INCH PIPE WITH A CAST-IRON CAP ON WHICH IS CAST
 PT0253'MISSOURI RIVER COMMISSION.  ON THE CAP IS A SMALL, RAISED TRIANGLE
 PT0253'WITH A SMALL HOLE IN THE CENTER.  THE PIPE PROJECTS 3 INCHES.
 PT0253'
 PT0253'REFERENCE MARK NO. 1 IS 86.85 FEET NORTHEAST OF STATION AND 2 FEET
 PT0253'SOUTH OF A WITNESS POST.  IT PROJECTS 5 INCHES, AND THE DISK IS
 PT0253'STAMPED FORT MRC NO 1 1945.
 PT0253'
 PT0253'REFERENCE MARK NO. 2 IS 41.06 FEET SOUTH-SOUTHEAST OF STATION AND 2
 PT0253'FEET NORTH OF A WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS
 PT0253'STAMPED FORT MRC NO 2 1945.
 PT0253'
 PT0253'AZIMUTH MARK IS 0.9 MILE SOUTHEAST OF STATION, 37 FEET SOUTHWEST OF
 PT0253'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 14, AND 2 FEET SOUTH OF A
 PT0253'WITNESS POST.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED FORT MRC
 PT0253'1945.
 PT0253'
 PT0253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 14 IN
 PT0253'FORT PIERRE, GO NORTHWEST ON HIGHWAY 14 FOR 1.1 MILES TO A GRADED DIRT
 PT0253'T-ROAD LEFT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE ON NORTHWEST FOR
 PT0253'0.9 MILE TO THE STATION ON THE RIGHT.
 PT0253'
 PT0253'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PT0253
 PT0253                          STATION RECOVERY (1949)
 PT0253
 PT0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PT0253'2 MI NW FROM FORT PIERRE.
 PT0253'2.05 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0253'COURTHOUSE AT FORT PIERRE, A 5-INCH IRON PIPE WITH A CAST IRON
 PT0253'CAP ON WHICH IS CAST M.R.C. ON THE CAP IS A SMALL RAISED TRIANGLE
 PT0253'WITH A SMALL HOLE IN THE CENTER, 42 FEET NORTHEAST OF THE
 PT0253'CENTER LINE OF HIGHWAY, 7.0 FEET EAST OF A REFERENCE POST, AN
 PT0253'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PT0253
 PT0253                          STATION RECOVERY (1951)
 PT0253
 PT0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 PT0253'2.05 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE AT
 PT0253'FORT PIERRE, 42 FEET NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 7
 PT0253'FEET EAST OF A WITNESS POST, A MISSOURI RIVER COMMISSION CAP ON THE
 PT0253'TOP OF A 5 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 PT0253'THERE IS NO STAMPING ON THIS MARK.
 PT0253'
 PT0253'FORT (M.R.C.) R.M. 1 IS 86 FEET NORTHEAST OF TRIANGULATION STATION
 PT0253'FORT (M.R.C.), 128 FEET NORTHEAST OF THE CENTERLINE OF THE OLD
 PT0253'HIGHWAY, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PT0253'PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED FORT MRC NO 1 1945.
 PT0253'
 PT0253'FORT (M.R.C.) R.M. 2 IS 41 FEET SOUTHEAST OF TRIANGULATION STATION
 PT0253'FORT (M.R.C.), 36 FEET NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 PT0253'1.6 FEET NORTH OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP
 PT0253'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED
 PT0253'FORT MRC NO 2 1945.
 PT0253
 PT0253                          STATION RECOVERY (1951)
 PT0253
 PT0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0253'RECOVERED IN GOOD CONDITION.
 PT0253
 PT0253                          STATION RECOVERY (1963)
 PT0253
 PT0253'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT0253'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT0253
 PT0253                          STATION RECOVERY (1975)
 PT0253
 PT0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PT0253'ALL MARKS RECOVERED IN GOOD CONDITION.
 PT0253'
 PT0253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES NW OF
 PT0253'FORT PIERRE.
 PT0253
 PT0253                          STATION RECOVERY (1979)
 PT0253
 PT0253'RECOVERY NOTE BY SD DEPT OF TRANSP 1979
 PT0253'RECOVERED IN GOOD CONDITION.
 PT0253
 PT0253                          STATION RECOVERY (1981)
 PT0253
 PT0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0253'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 PT0253'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 PT0253'AT THIS TIME.  A NEW TO REACH WAS ESTABLISHED AND A NEW DESCRIPTION
 PT0253'FOLLOWS--
 PT0253'
 PT0253'THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) NORTHWEST OF FORT
 PT0253'PIERRE, ALONG THE NORTHEAST SIDE OF A GRAVELED ROAD ON A BLUFF
 PT0253'OVERLOOKING THE MISSOURI RIVER, PIERRE, AND FORT PIERRE.
 PT0253'
 PT0253'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE GO WEST ON
 PT0253'SECOND AVENUE FOR 0.05 MILE TO SECOND STREET.  TURN RIGHT ON SECOND
 PT0253'STREET AND GO NORTH AND NORTHWEST FOR 1.0 MILE (1.6 KM) TO THE AZIMUTH
 PT0253'MARK ON THE LEFT. CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 1.1 MILE
 PT0253'(1.8 KM) TO THE STATION ON THE RIGHT.
 PT0253'
 PT0253'THE STATION IS AN IRON PIPE WITH A 5-INCH CAST IRON CAP ON TOP ON
 PT0253'WHICH IS CAST U.S. MISSOURI RIVER COMMISSION AND A TRIANGLE WITH A
 PT0253'SMALL HOLE IN THE CENTER.  IT PROJECTS 4 INCHES AND IS LOCATED 12.2
 PT0253'METERS (40 FEET) NORTHEAST FROM THE CENTER OF A GRAVELED ROAD, 1.75
 PT0253'METERS (5.8 FEET) NORTH-NORTHWEST FROM A METAL WITNESS POST, AND 0.46
 PT0253'METER (1.5 FEET) NORTHEAST FROM A FENCE.
 PT0253'
 PT0253'REFERENCE MARK NO. 1 IS A STANDARD CGS (NOW NOS) DISK STAMPED
 PT0253'---FORT MRC NO 1 1945--- SET INTO THE TOP OF A SQUARE CONCRETE
 PT0253'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING ABOVE THE GROUND LOCATED
 PT0253'38.1 METERS (125 FEET) NORTHEAST FROM THE CENTER OF THE GRAVELED ROAD.
 PT0253'
 PT0253'REFERENCE MARK NO. 2 IS A STANDARD CGS (NOW NOS) DISK STAMPED
 PT0253'---FORT MRC NO 2 1945--- SET INTO THE TOP OF A SQUARE CONCRETE
 PT0253'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING ABOVE THE GROUND LOCATED
 PT0253'11.3 METERS (37 FEET) NORTHEAST FROM THE CENTER OF THE GRAVELED ROAD,
 PT0253'2.75 METERS (9 FEET) NORTHWEST FROM THE NORTHWEST POST OF A GATE, 11.0
 PT0253'METERS (36 FEET) SOUTHEAST FROM A METAL WITNESS POST, 0.9 METER
 PT0253'(3 FEET) SOUTHWEST FROM A FENCE, AND 0.3 METER (1 FOOT) LOWER THAN THE
 PT0253'STATION.
 PT0253'
 PT0253'AZIMUTH MARK IS A STANDARD CGS (NOW NOS) DISK STAMPED SET INTO THE TOP
 PT0253'OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING
 PT0253'ABOVE THE GROUND LOCATED OPPOSITE A DRIVE LEADING INTO A YELLOW BRICK
 PT0253'HOUSE, 12.0 METERS (39.5 FEET) SOUTHWEST FROM THE CENTER OF A GRAVELED
 PT0253'ROAD, 39.6 METERS (130 FEET) NORTHWEST FROM THE CENTER OF A BLADED
 PT0253'ROAD, AND 1.65 METERS (5.5 FEET) SOUTHEAST FROM A METAL WITNESS POST.
 PT0253
 PT0253                          STATION RECOVERY (1982)
 PT0253
 PT0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT0253'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PT0253'CONDITION.  A NEW POWER POLE IS DIRECTLY ON LINE TO THE ORIGINAL
 PT0253'AZIMUTH MARK AND AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  THE
 PT0253'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED THE 1945 DATA
 PT0253'WITHIN THE ALLOWABLE HOWEVER, THE 1948 DATA VARIES FROM THE 1945 AND
 PT0253'1982 DATA.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PT0253'
 PT0253'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF FORT
 PT0253'PIERRE, ALONG THE NORTHEAST SIDE OF A GRAVELED ROAD, OVERLOOKING THE
 PT0253'MISSOURI RIVER, PIERRE AND FORT PIERRE TO THE EAST.
 PT0253'
 PT0253'TO REACH THE STATION FROM THE STANLEY COUNTY COURTHOUSE IN FT PIERRE,
 PT0253'GO WEST ON SECOND AVENUE FOR 0.2 KM (0.10 MI) TO A CROSS STREET, TURN
 PT0253'RIGHT ON SECOND STREET AND FOLLOW WINDING ROAD UPHILL FOR 1.4 KM
 PT0253'(0.85 MI) TO A BRICK HOUSE ON THE RIGHT AND OLD AZIMUTH MARK ON THE
 PT0253'LEFT. CONTINUE NORTHWEST ALONG GRAVELED ROAD FOR 0.4 KM (0.25 MI) TO
 PT0253'AZIMUTH MARK 2 ON THE LEFT, ON TOP OF A CUT BANK.  CONTINUE NORTHWEST
 PT0253'ON THE GRAVELED ROAD FOR TO THE STATION ON THE RIGHT.
 PT0253'
 PT0253'THE STATION IS A MORC PIPE CAP WHICH IS 15 CM (5 INCHES) IN DIAMETER
 PT0253'AND HAS A RAISED TRIANGLE AND HOLE IN THE CENTER.  THE CAP IS BOLTED
 PT0253'TO THE TOP OF A 12 CM (4 INCH) PIPE AND PROJECTS 15 CM (5 INCHES).
 PT0253'LOCATED 12.2 METERS (40.0 FT) NORTHEAST FROM THE CENTER OF THE
 PT0253'GRAVELED ROAD, 1.77 METERS (5.81 FT) NORTH-NORTHWEST FROM A METAL
 PT0253'WITNESS POST AND 0.46 METERS (1.51 FT) NORTHEAST FROM A FENCE.
 PT0253'
 PT0253'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED FORT MRC NO 1 1945
 PT0253'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON
 PT0253'SIDE, PROJECTING 5 INCHES (15 CM) ABOVE THE GROUND, LOCATED 38.1 METES
 PT0253'NORTHEAST FROM THE CENTER OF THE GRAVELED ROAD AND 1 FEET (0.3 M)
 PT0253'LOWER THAN THE STATION.
 PT0253'
 PT0253'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED FORT MRC NO 2 1945
 PT0253'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON
 PT0253'SIDE, PROJECTING 5 INCHES (15 CM) ABOVE THE GROUND, LOCATED 11.3
 PT0253'METERS (37.1 FT) NORTHEAST FROM THE CENTER OF THE GRAVELED ROAD, 2.75
 PT0253'METERS (9.02 FT) NORTHWEST FROM THE NORTHWEST POST OF A GATE AND 0.9
 PT0253'METERS (3.0 FT) SOUTHWEST FROM A FENCE.
 PT0253'
 PT0253'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED FORT MORC 1889 NO 2
 PT0253'1982 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 PT0253'IN DIAMETER PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.
 PT0253'
 PT0253'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED FORT MORC 1889 NO
 PT0253'2 1982 SET INTO A ROUND CONCRETE POST WHICH IS 15 CM (6 INCHES) IN
 PT0253'DIAMETER AND 1 METER (3.3 FT) BELOW THE SURFACE, LOCATED 19.3 METERS
 PT0253'(63.3 FT) SOUTHWEST FROM THE CENTER OF THE GRAVELED ROAD, 1.54 METERS
 PT0253'(5.05 FT) EAST FROM A 0.75 M (2.46 FT) BURIED BOULDER AND 0.31 METERS
 PT0253'(1.02 FT) NORTH FROM A METAL WITNESS POST.
 PT0253
 PT0253                          STATION RECOVERY (1995)
 PT0253
 PT0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0253'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0253'IN PIERRE, THENCE 2.0 KM (1.25 MI) SOUTHEASTERLY ALONG VERENDRYE ROAD,
 PT0253'126.5 M (415.0 FT) SOUTHWEST OF REFERENCE MARK 1, 12.5 M (41.0 FT)
 PT0253'NORTHWEST OF REFERENCE MARK 2, 12.0 M (39.4 FT) NORTHEAST OF THE ROAD
 PT0253'CENTER, 1.6 M (5.2 FT) NORTHWEST OF A WITNESS POST, O.5 M ABOVE THE
 PT0253'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.  NOTE--THE
 PT0253'DISK IS AFFIXED TO A 3-INCH METAL PIPE AND PROJECTS 0.15 M (0.49 FT)
 PT0253'ABOVE THE GROUND SURFACE.  THE PIPE DEPTH IS UNKNOWN.
 PT0253
 PT0253                          STATION RECOVERY (2012)
 PT0253
 PT0253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0404 ***********************************************************************
 PS0404  DESIGNATION -  FORT
 PS0404  PID         -  PS0404
 PS0404  STATE/COUNTY-  SD/BUFFALO
 PS0404  COUNTRY     -  US
 PS0404  USGS QUAD   -  BIG BEND DAM (2017)
 PS0404
 PS0404                         *CURRENT SURVEY CONTROL
 PS0404  ______________________________________________________________________
 PS0404* NAD 83(1996) POSITION- 44 03 10.59514(N) 099 25 37.19704(W)   ADJUSTED
 PS0404* NAVD 88 ORTHO HEIGHT -   435.496 (meters)     1428.79  (feet) ADJUSTED
 PS0404  ______________________________________________________________________
 PS0404  GEOID HEIGHT    -        -24.891 (meters)                     GEOID18
 PS0404  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 PS0404  DYNAMIC HEIGHT  -        435.400 (meters)     1428.47  (feet) COMP
 PS0404  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 PS0404
 PS0404  HORZ ORDER      -  THIRD
 PS0404  VERT ORDER      -  FIRST     CLASS II
 PS0404
 PS0404.The horizontal coordinates were established by classical geodetic methods
 PS0404.and adjusted by the National Geodetic Survey in January 1998.
 PS0404
 PS0404.The orthometric height was determined by differential leveling and
 PS0404.adjusted by the NATIONAL GEODETIC SURVEY
 PS0404.in June 1991.
 PS0404
 PS0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0404.GEOID18 height accuracy estimate available here.
 PS0404
 PS0404.Click photographs - Photos may exist for this station.
 PS0404
 PS0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0404
 PS0404.The dynamic height is computed by dividing the NAVD 88
 PS0404.geopotential number by the normal gravity value computed on the
 PS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0404.degrees latitude (g = 980.6199 gals.).
 PS0404
 PS0404.The modeled gravity was interpolated from observed gravity values.
 PS0404
 PS0404. The following values were computed from the NAD 83(1996) position.
 PS0404
 PS0404;                    North         East     Units Scale Factor Converg.
 PS0404;SPC SD S     -   191,433.419   672,622.821   MT  0.99993560   +0 37 30.9
 PS0404;SPC SD S     -   628,061.14  2,206,763.37   sFT  0.99993560   +0 37 30.9
 PS0404;UTM  14      - 4,877,841.763   465,796.166   MT  0.99961439   -0 17 48.9
 PS0404
 PS0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0404!SPC SD S     -   0.99993562  x   0.99993560  =   0.99987122
 PS0404!UTM  14      -   0.99993562  x   0.99961439  =   0.99955003
 PS0404
 PS0404:                Primary Azimuth Mark                     Grid Az
 PS0404:SPC SD S     -  FORT AZ MK                               280 43 04.2
 PS0404:UTM  14      -  FORT AZ MK                               281 38 24.0
 PS0404
 PS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6579677841(NAD 83)
 PS0404
 PS0404|---------------------------------------------------------------------|
 PS0404| PID    Reference Object                     Distance      Geod. Az  |
 PS0404|                                                           dddmmss.s |
 PS0404| PS0405 FORT RM 1                            13.558 METERS 13634     |
 PS0404| PS0406 FORT RM 2                            12.719 METERS 25855     |
 PS0404| PS0403 FORT AZ MK                                         2812035.1 |
 PS0404|---------------------------------------------------------------------|
 PS0404
 PS0404                          SUPERSEDED SURVEY CONTROL
 PS0404
 PS0404  NAD 83(1986)-  44 03 10.59348(N)    099 25 37.20332(W) AD(       ) 3
 PS0404  NAD 27      -  44 03 10.62800(N)    099 25 35.82000(W) AD(       ) 3
 PS0404  NGVD 29 (??/??/92)  435.17   (m)         1427.7    (f) COMPUTED    1 2
 PS0404  NGVD 29             435.17   (m)         1427.7    (f) LEVELING    3  
 PS0404
 PS0404.Superseded values are not recommended for survey control.
 PS0404
 PS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0404.See file dsdata.pdf to determine how the superseded data were derived.
 PS0404
 PS0404_MARKER: DS = TRIANGULATION STATION DISK
 PS0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0404_STAMPING: FORT 1948
 PS0404_MARK LOGO: CGS
 PS0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0404+STABILITY: SURFACE MOTION
 PS0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0404+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2012
 PS0404
 PS0404  HISTORY     - Date     Condition        Report By
 PS0404  HISTORY     - 1948     MONUMENTED       CGS
 PS0404  HISTORY     - 1949     GOOD             CGS
 PS0404  HISTORY     - 1981     GOOD             NGS
 PS0404  HISTORY     - 20121228 GOOD             INDIV
 PS0404
 PS0404                          STATION DESCRIPTION
 PS0404
 PS0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0404'STATION IS LOCATED ABOUT 1/2 MILE EAST OF FORT THOMPSON, 3/4
 PS0404'MILE NORTH-NORTHEAST OF THE MISSOURI RIVER AND 100 YARDS NORTH
 PS0404'OF STATE HIGHWAY 47 ON A BLUFF OVERLOOKING THE MISSOURI RIVER,
 PS0404'FORT THOMPSON AND STATE HIGHWAY 47.  THE MARK PROJECTS 6 INCHES
 PS0404'AND THE DISC IS STAMPED FORT 1948.
 PS0404'
 PS0404'REFERENCE MARK NO. 1 IS 44.48 FEET SOUTHEAST OF THE STATION.
 PS0404'THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED FORT NO
 PS0404'1 1948.
 PS0404'
 PS0404'REFERENCE MARK NO. 2 IS 41.73 FEET WEST-SOUTHWEST OF THE STATION.
 PS0404'THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED FORT NO
 PS0404'2 1948.
 PS0404'
 PS0404'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 100 YARDS
 PS0404'EAST OF THE MAIN STREET IN FORT THOMPSON, 42 FEET SOUTH OF
 PS0404'THE CENTERLINE OF GRAVEL ROAD WHICH RUNS FROM STATE HIGHWAY
 PS0404'47 INTO FORT THOMPSON, 4 FEET NORTH-NORTHEAST OF TELEPHONE
 PS0404'POLE AND 2 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 PS0404'4 INCHES AND THE DISC IS STAMPED FORT 1948.
 PS0404'
 PS0404'TO REACH THE STATION FROM THE FORT THOMPSON AND THE AZIMUTH
 PS0404'MARK, GO EAST ON STATE HIGHWAY 47 FOR 0.35 MILE TO AN INDIAN
 PS0404'DWELLING AND A SMALL, GREEN-COVERED, SHELTER ON THE LEFT.
 PS0404'TURN LEFT OFF HIGHWAY, PASS BETWEEN BUILDINGS AND GO NORTHEAST
 PS0404'UP SMALL DRAW FOR 0.1 MILE TO THE TOP OF THE BLUFF.  BEAR
 PS0404'SHARP RIGHT FOR 150 FEET TO THE STATION.
 PS0404'
 PS0404'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PS0404
 PS0404                          STATION RECOVERY (1949)
 PS0404
 PS0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0404'0.6 MI NE FROM FORT THOMPSON.
 PS0404'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0404'FORT THOMPSON, THENCE 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0404'47, THENCE 0.15 MILE NORTHEAST ALONG A FIELD ROAD LEADING UP A
 PS0404'DRAW, ON A POINT OF THE BLUFF OVERLOOKING THE TOWN OF FORT
 PS0404'THOMPSON, ABOUT 100 YARDS NORTH OF STATE HIGHWAY NO. 47, 44.5
 PS0404'FEET NORTHWEST OF FORT R.M. 1, 41.7 FEET EAST NORTHEAST OF
 PS0404'FORT R.M. 2, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 PS0404'FOOT ABOVE THE GROUND.
 PS0404
 PS0404                          STATION RECOVERY (1981)
 PS0404
 PS0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PS0404'THE STATION, REFERENCE MARKS, AND THE AZIMUTH MARKS WERE RECOVERED
 PS0404'AND FOUND TO BE IN GOOD CONDITION.  SINCE THE 1948 DESCRIPTIVE TEXT
 PS0404'WAS WRITTEN THE TOWN OF FORT THOMPSON HAS BEEN MOVED, DUE TO THE
 PS0404'CONSTRUCTION OF BIG BEN DAM ON THE MISSOURI RIVER.  THEREFORE, THE
 PS0404'ROUTE TO THE STATION HAS CHANGED COMPLETELY.  THE AZIMUTH MARK IS
 PS0404'NOT VISIBLE DUE TO TREES BUT COULD BE CLEARED IN ABOUT 1 OR 2 MAN
 PS0404'HOURS WITH A CHAIN SAW.  THE STATION WAS NOT OCCUPIED AT THIS TIME.
 PS0404'
 PS0404'THE STATION IS LOCATED ABOUT 1/2 MILE (0.8 KM) SOUTHEAST OF THE POST
 PS0404'OFFICE IN FORT THOMPSON, 3/4 MILE (1.2 KM) NORTHEAST OF THE MISSOURI
 PS0404'RIVER, ABOUT 25 YARDS (23 METERS) NORTHEAST OF THE SOUTHWEST EDGE OF
 PS0404'A BLUFF OVERLOOKING THE MISSOUR RIVER.
 PS0404'
 PS0404'TO REACH THE STATION FROM THE POST OFFICE IN FORT THOMPSON, GO
 PS0404'SOUTHEAST ON AN ASPHALT ROAD FOR 0.45 MILE (0.7 KM) TO A SIDE ROAD
 PS0404'RIGHT.  TURN RIGHT ON BLADED DIRT ROAD AND GO SOUTH AND SOUTHEAST FOR
 PS0404'0.1 MILE (0.2 KM) TO THE EAST 1 OF 2 HOUSES.  FOLLOW TRACK ROAD
 PS0404'SOUTHEAST ALONG GRASSY RIDGE FOR 0.1 MILE (0.2 KM) TO THE EDGE OF A
 PS0404'BLUFF AND THE STATION.
 PS0404'
 PS0404'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PS0404'STAMPED---FORT 1948---SET INTO THE TOP OF A SQUARE CONCRETE
 PS0404'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6 INCHES) ABOVE
 PS0404'THE GROUND LOCATED 23 METERS (75 FEET) NE FROM THE EDGE OF A BLUFF,
 PS0404'1.8 METERS (6 FEET) W FROM A WOODEN 4X4 WITNESS POST, AND 0.3 METER
 PS0404'(1 FOOT) N FROM A METAL WITNESS POST.
 PS0404'
 PS0404'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PS0404'NOS) DISK STAMPED---FORT NO 1 1948---SET INTO THE TOP OF A SQUARE
 PS0404'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6
 PS0404'INCHES) ABOVE THE GROUND LOCATED 13.5 METERS (44.5 FEET) SE FROM A
 PS0404'METAL WITNESS POST AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 PS0404'
 PS0404'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PS0404'NOS) DISK STAMPED---FORT NO 2 1948---SET INTO THE TOP OF A SQUARE
 PS0404'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6
 PS0404'INCHES) ABOVE THE GROUND LOCATED 12.7 METERS (41.7 FEET) WSW FROM A
 PS0404'METAL WITNESS POST AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 PS0404'
 PS0404'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 PS0404'DISK STAMPED---FORT 1948---SET INTO THE TOP OF A SQUARE CONCRETE
 PS0404'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 25
 PS0404'METERS (82 FEET) ESE FROM THE CENTER OF A GRAVEL ROAD LEADING TO
 PS0404'TURN-AROUND, 12 METERS (40 FEET) SSW FROM THE CENTER OF AN OLD ROAD,
 PS0404'1.2 METERS (4 FEET) NNE FROM AN OLD POLE STUB WHICH PROJECTS 1 FOOT,
 PS0404'AND 0.6 METER (2 FEET) SE FROM A METAL WITNESS POST.
 PS0404'
 PS0404'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN FORT THOMPSON,
 PS0404'CROSS THE ASPHALT ROAD AND GO SOUTH, DOWNHILL, FOLLOWING OLD ROAD FOR
 PS0404'0.3 MILE TO A CIRCULAR TURN-AROUND.  BEAR RIGHT ON GRAVELED ROAD FOR
 PS0404'ABOUT 50 METERS TO A SIDE ROAD LEFT.  TURN LEFT ON OLD ROAD FOR ABOUT
 PS0404'25 METERS TO THE MARK ON THE RIGHT.
 PS0404
 PS0404                          STATION RECOVERY (2012)
 PS0404
 PS0404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0403 ***********************************************************************
 PS0403  DESIGNATION -  FORT AZ MK
 PS0403  PID         -  PS0403
 PS0403  STATE/COUNTY-  SD/BUFFALO
 PS0403  COUNTRY     -  US
 PS0403  USGS QUAD   -  BIG BEND DAM (2017)
 PS0403
 PS0403                         *CURRENT SURVEY CONTROL
 PS0403  ______________________________________________________________________
 PS0403* NAD 83(1986) POSITION- 44 03 14.     (N) 099 26 06.     (W)   SCALED
 PS0403* NAVD 88 ORTHO HEIGHT -   416.629 (meters)     1366.89  (feet) ADJUSTED
 PS0403  ______________________________________________________________________
 PS0403  GEOID HEIGHT    -        -24.885 (meters)                     GEOID18
 PS0403  DYNAMIC HEIGHT  -        416.536 (meters)     1366.59  (feet) COMP
 PS0403  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 PS0403
 PS0403  VERT ORDER      -  FIRST     CLASS II
 PS0403
 PS0403.The horizontal coordinates were scaled from a map and have
 PS0403.an estimated accuracy of +/- 6 seconds.
 PS0403
 PS0403.The orthometric height was determined by differential leveling and
 PS0403.adjusted by the NATIONAL GEODETIC SURVEY
 PS0403.in June 1991.
 PS0403
 PS0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0403.GEOID18 height accuracy estimate available here.
 PS0403
 PS0403.Click photographs - Photos may exist for this station.
 PS0403
 PS0403.The dynamic height is computed by dividing the NAVD 88
 PS0403.geopotential number by the normal gravity value computed on the
 PS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0403.degrees latitude (g = 980.6199 gals.).
 PS0403
 PS0403.The modeled gravity was interpolated from observed gravity values.
 PS0403
 PS0403;                    North         East    Units  Estimated Accuracy
 PS0403;SPC SD S     -   191,530.      671,980.      MT  (+/- 180 meters Scaled)
 PS0403
 PS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP651779(NAD 83)
 PS0403
 PS0403                          SUPERSEDED SURVEY CONTROL
 PS0403
 PS0403  NGVD 29 (??/??/92)  416.30   (m)         1365.8    (f) COMPUTED    1 2
 PS0403
 PS0403.Superseded values are not recommended for survey control.
 PS0403
 PS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0403.See file dsdata.pdf to determine how the superseded data were derived.
 PS0403
 PS0403_MARKER: DZ = AZIMUTH MARK DISK
 PS0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0403_STAMPING: FORT 1948
 PS0403_MARK LOGO: CGS
 PS0403_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0403+STABILITY: SURFACE MOTION
 PS0403
 PS0403  HISTORY     - Date     Condition        Report By
 PS0403  HISTORY     - 1948     MONUMENTED       CGS
 PS0403  HISTORY     - 1949     GOOD             CGS
 PS0403
 PS0403                          STATION DESCRIPTION
 PS0403
 PS0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0403'AT FORT THOMPSON.
 PS0403'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0403'FORT THOMPSON, AT THE JUNCTION OF STATE HIGHWAY NO. 47 AND THE
 PS0403'GRAVEL ROAD LEADING WEST AND SOUTH INTO THE TOWN PROPER, 151
 PS0403'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 102.7 FEET
 PS0403'SOUTH SOUTHWEST OF BENCH MARK X 48, 43 FEET SOUTH OF THE CENTER
 PS0403'LINE OF THE EAST-WEST GRAVEL ROAD, 5 FEET NORTHEAST OF A TELEPHONE
 PS0403'POLE, 0.9 FOOT NORTH OF A FENCE, 2.1 FEET EAST OF A REFERENCE
 PS0403'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 PS0403'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1085 ***********************************************************************
 PT1085  DESIGNATION -  FORT BENNETT
 PT1085  PID         -  PT1085
 PT1085  STATE/COUNTY-  SD/STANLEY
 PT1085  COUNTRY     -  US
 PT1085  USGS QUAD   -  IRON POST BUTTES (2017)
 PT1085
 PT1085                         *CURRENT SURVEY CONTROL
 PT1085  ______________________________________________________________________
 PT1085* NAD 83(1996) POSITION- 44 41 40.86919(N) 100 41 48.26608(W)   ADJUSTED
 PT1085* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 PT1085  ______________________________________________________________________
 PT1085  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 PT1085  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 PT1085  HORZ ORDER      -  SECOND
 PT1085
 PT1085.The horizontal coordinates were established by classical geodetic methods
 PT1085.and adjusted by the National Geodetic Survey in January 1998.
 PT1085
 PT1085.The orthometric height was scaled from a topographic map.
 PT1085
 PT1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1085.GEOID18 height accuracy estimate available here.
 PT1085
 PT1085.Click photographs - Photos may exist for this station.
 PT1085
 PT1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1085
 PT1085. The following values were computed from the NAD 83(1996) position.
 PT1085
 PT1085;                    North         East     Units Scale Factor Converg.
 PT1085;SPC SD S     -   262,410.297   571,192.404   MT  1.00008377   -0 15 02.5
 PT1085;SPC SD S     -   860,924.45  1,873,987.08   sFT  1.00008377   -0 15 02.5
 PT1085;UTM  14      - 4,950,435.035   365,562.349   MT  0.99982225   -1 11 36.8
 PT1085
 PT1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1085!SPC SD S     -   0.99991266  x   1.00008377  =   0.99999642
 PT1085!UTM  14      -   0.99991266  x   0.99982225  =   0.99973492
 PT1085
 PT1085:                Primary Azimuth Mark                     Grid Az
 PT1085:SPC SD S     -  SULLY                                    088 25 56.4
 PT1085:UTM  14      -  SULLY                                    089 22 30.7
 PT1085
 PT1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6556250435(NAD 83)
 PT1085
 PT1085|---------------------------------------------------------------------|
 PT1085| PID    Reference Object                     Distance      Geod. Az  |
 PT1085|                                                           dddmmss.s |
 PT1085| PT0988 SULLY                               APPROX.16.7 KM 0881053.9 |
 PT1085|---------------------------------------------------------------------|
 PT1085
 PT1085                          SUPERSEDED SURVEY CONTROL
 PT1085
 PT1085  NAD 83(1986)-  44 41 40.86339(N)    100 41 48.26856(W) AD(       ) 2
 PT1085  NAD 27      -  44 41 40.93100(N)    100 41 46.73100(W) AD(       ) 2
 PT1085  MORC        -  44 41 38.25000(N)    100 41 46.38000(W) AD(       ) 3
 PT1085
 PT1085.Superseded values are not recommended for survey control.
 PT1085
 PT1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1085.See file dsdata.pdf to determine how the superseded data were derived.
 PT1085
 PT1085_MARKER: Z = SEE DESCRIPTION
 PT1085_SETTING: 0 = UNSPECIFIED SETTING
 PT1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1085
 PT1085  HISTORY     - Date     Condition        Report By
 PT1085  HISTORY     - 1889     MONUMENTED       MORC
 PT1085
 PT1085                          STATION DESCRIPTION
 PT1085
 PT1085'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1085'FORT BENNETT IS ON RIGHT BANK, ON A PROMINENT HILL 3-1/2
 PT1085'MILES WEST FROM FORT BENNETT, S. DAK.  THE HILL IS ABOUT THE
 PT1085'MOST PROMINENT POINT LOOKING WEST UP VALLEY FROM THE FORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1013 ***********************************************************************
 PT1013  DESIGNATION -  FORT GEORGE
 PT1013  PID         -  PT1013
 PT1013  STATE/COUNTY-  SD/STANLEY
 PT1013  COUNTRY     -  US
 PT1013  USGS QUAD   -  FORT GEORGE BUTTE (2017)
 PT1013
 PT1013                         *CURRENT SURVEY CONTROL
 PT1013  ______________________________________________________________________
 PT1013* NAD 83(1996) POSITION- 44 14 24.34913(N) 100 02 05.76374(W)   ADJUSTED
 PT1013* NAVD 88 ORTHO HEIGHT -   579.45  (+/-2cm)     1901.1   (feet) VERTCON3
 PT1013  ______________________________________________________________________
 PT1013  GEOID HEIGHT    -        -23.866 (meters)                     GEOID18
 PT1013  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 PT1013  HORZ ORDER      -  SECOND
 PT1013  VERT ORDER      -  THIRD ? (See Below)
 PT1013
 PT1013.The horizontal coordinates were established by classical geodetic methods
 PT1013.and adjusted by the National Geodetic Survey in January 1998.
 PT1013
 PT1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1013
 PT1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1013.GEOID18 height accuracy estimate available here.
 PT1013
 PT1013.The vertical order pertains to the NGVD 29 superseded value.
 PT1013
 PT1013.Click photographs - Photos may exist for this station.
 PT1013
 PT1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1013
 PT1013. The following values were computed from the NAD 83(1996) position.
 PT1013
 PT1013;                    North         East     Units Scale Factor Converg.
 PT1013;SPC SD S     -   211,874.567   623,835.851   MT  0.99996574   +0 12 21.1
 PT1013;SPC SD S     -   695,125.14  2,046,701.45   sFT  0.99996574   +0 12 21.1
 PT1013;UTM  14      - 4,899,061.186   417,360.270   MT  0.99968399   -0 43 19.5
 PT1013
 PT1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1013!SPC SD S     -   0.99991289  x   0.99996574  =   0.99987863
 PT1013!UTM  14      -   0.99991289  x   0.99968399  =   0.99959691
 PT1013
 PT1013:                Primary Azimuth Mark                     Grid Az
 PT1013:SPC SD S     -  JACQUES                                  359 05 59.0
 PT1013:UTM  14      -  JACQUES                                  000 01 39.6
 PT1013
 PT1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1736099061(NAD 83)
 PT1013
 PT1013|---------------------------------------------------------------------|
 PT1013| PID    Reference Object                     Distance      Geod. Az  |
 PT1013|                                                           dddmmss.s |
 PT1013| PT1002 JACQUES                             APPROX. 6.9 KM 3591820.1 |
 PT1013|---------------------------------------------------------------------|
 PT1013
 PT1013                          SUPERSEDED SURVEY CONTROL
 PT1013
 PT1013  NAD 83(1986)-  44 14 24.34597(N)    100 02 05.76862(W) AD(       ) 2
 PT1013  NAD 27      -  44 14 24.40600(N)    100 02 04.32600(W) AD(       ) 2
 PT1013  MORC        -  44 14 21.71000(N)    100 02 04.22000(W) AD(       ) 3
 PT1013  NGVD 29             579.10   (m)         1899.9    (f) LEVELING    3  
 PT1013
 PT1013.Superseded values are not recommended for survey control.
 PT1013
 PT1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1013.See file dsdata.pdf to determine how the superseded data were derived.
 PT1013
 PT1013_MARKER: Z = SEE DESCRIPTION
 PT1013_SETTING: 0 = UNSPECIFIED SETTING
 PT1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1013
 PT1013  HISTORY     - Date     Condition        Report By
 PT1013  HISTORY     - 1889     MONUMENTED       MORC
 PT1013
 PT1013                          STATION DESCRIPTION
 PT1013
 PT1013'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1013'FORT GEORGE IS ON RIGHT BANK, ON A VERY HIGH AND PROMINENT HOG-BACK
 PT1013'RIDGE, NEAR HEAD OF FORT GEORGE CREEK, ONE-HALF MILE SOUTH
 PT1013'FROM CREEK AND 3 MILES FROM ITS MOUTH.  A LARGE PILE OF BOULDERS
 PT1013'30 FEET NORTH OF STATION.  THERE ARE TWO HIGHER RIDGES, WHICH
 PT1013'RESEMBLE ONE ON WHICH STATION IS LOCATED, 2 MILES FARTHER BACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0880 ***********************************************************************
 OR0880  DESIGNATION -  FORT LOOKOUT
 OR0880  PID         -  OR0880
 OR0880  STATE/COUNTY-  SD/LYMAN
 OR0880  COUNTRY     -  US
 OR0880  USGS QUAD   -  SHORT CREEK (2017)
 OR0880
 OR0880                         *CURRENT SURVEY CONTROL
 OR0880  ______________________________________________________________________
 OR0880* NAD 83(1996) POSITION- 43 53 31.69560(N) 099 23 39.43744(W)   ADJUSTED
 OR0880* NAVD 88 ORTHO HEIGHT -   557.4   (meters)     1829.    (feet) VERTCON3
 OR0880  ______________________________________________________________________
 OR0880  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 OR0880  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 OR0880  HORZ ORDER      -  FIRST
 OR0880
 OR0880.The horizontal coordinates were established by classical geodetic methods
 OR0880.and adjusted by the National Geodetic Survey in January 1998.
 OR0880
 OR0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0880
 OR0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0880.GEOID18 height accuracy estimate available here.
 OR0880
 OR0880.Click photographs - Photos may exist for this station.
 OR0880
 OR0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0880
 OR0880. The following values were computed from the NAD 83(1996) position.
 OR0880
 OR0880;                    North         East     Units Scale Factor Converg.
 OR0880;SPC SD S     -   173,597.631   675,445.776   MT  0.99991826   +0 38 52.1
 OR0880;SPC SD S     -   569,544.89  2,216,025.02   sFT  0.99991826   +0 38 52.1
 OR0880;UTM  14      - 4,859,968.470   468,331.073   MT  0.99961234   -0 16 24.1
 OR0880
 OR0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0880!SPC SD S     -   0.99991657  x   0.99991826  =   0.99983483
 OR0880!UTM  14      -   0.99991657  x   0.99961234  =   0.99952894
 OR0880
 OR0880:                Primary Azimuth Mark                     Grid Az
 OR0880:SPC SD S     -  PRITCHARD RESET                          116 05 52.1
 OR0880:UTM  14      -  PRITCHARD RESET                          117 01 08.3
 OR0880
 OR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6833159968(NAD 83)
 OR0880
 OR0880|---------------------------------------------------------------------|
 OR0880| PID    Reference Object                     Distance      Geod. Az  |
 OR0880|                                                           dddmmss.s |
 OR0880| CO3116 FORT LOOKOUT RM 1                    15.274 METERS 07809     |
 OR0880| AH8718 PRITCHARD RESET                     APPROX. 9.3 KM 1164444.2 |
 OR0880| CO3117 FORT LOOKOUT RM 2                    15.315 METERS 16955     |
 OR0880| CO3115 FORT LOOKOUT AZ MK                                 2482258.7 |
 OR0880|---------------------------------------------------------------------|
 OR0880
 OR0880                          SUPERSEDED SURVEY CONTROL
 OR0880
 OR0880  NAD 83(1986)-  43 53 31.69454(N)    099 23 39.44413(W) AD(       ) 1
 OR0880  NAD 27      -  43 53 31.72300(N)    099 23 38.07600(W) AD(       ) 1
 OR0880  MORC        -  43 53 29.15000(N)    099 23 38.34000(W) AD(       ) 3
 OR0880  NGVD 29 (07/19/86)  557.1    (m)         1828.     (f) VERT ANG       
 OR0880
 OR0880.Superseded values are not recommended for survey control.
 OR0880
 OR0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0880.See file dsdata.pdf to determine how the superseded data were derived.
 OR0880
 OR0880_MARKER: DD = SURVEY DISK
 OR0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0880_STAMPING: MRC FT LOOKOUT 1924
 OR0880_MARK LOGO: CGS
 OR0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0880+STABILITY: SURFACE MOTION
 OR0880
 OR0880  HISTORY     - Date     Condition        Report By
 OR0880  HISTORY     - 1924     MONUMENTED       CGS
 OR0880  HISTORY     - 1935     GOOD             CGS
 OR0880  HISTORY     - 1948     GOOD             CGS
 OR0880  HISTORY     - 1974     GOOD             USGS
 OR0880
 OR0880                          STATION DESCRIPTION
 OR0880
 OR0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0880'A STATION OF THE MISSOURI RIVER COMMISSION.  IT IS ON THE
 OR0880'R.B., ABOUT 8 MILES BY ROAD N OF OACOMA 1/2 MILE E OF THE
 OR0880'OACOMA AND FORT HALE WAGON ROAD IN THE SE 1/4 OF SEC. 18,
 OR0880'T 105 N, R 71 W, ABOUT 150 METERS (492 FEET) E OF THE HALF-SECTION
 OR0880'LINE AND 150 METERS N OF THE S LINE OF THE SECTION, ON THE
 OR0880'HIGHEST POINT OF GROUND IN A PASTURE OWNED BY MR. BROWN.
 OR0880'
 OR0880'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 OR0880'AS DESCRIBED.
 OR0880'
 OR0880'THE UNDERGROUND MARK IS IDENTICAL WITH PRITCHARD.
 OR0880'
 OR0880'NO REFERENCE MARKS.
 OR0880'
 OR0880'TO REACH THE STATION GO TO OACOMA AND FOLLOW ROAD LEADING
 OR0880'N ABOUT 7-1/2 MILES TO I.C. SNOOTS HOUSE IN SW 1/4 OF SEC.
 OR0880'18 THEN E ON SECTION LINE 1/2 MILE TO THE STATION.
 OR0880'
 OR0880'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.30 METERS.
 OR0880
 OR0880                          STATION RECOVERY (1935)
 OR0880
 OR0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0880'THE STATION WAS FOUND TO BE IN GOOD CONDITION AND THE ORIGINAL
 OR0880'DESCRIPTION IS STILL GOOD.
 OR0880
 OR0880                          STATION RECOVERY (1948)
 OR0880
 OR0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0880'THE SURFACE STATION MARK WAS FOUND IN GOOD CONDITION.  AN
 OR0880'AZIMUTH MARK AND TWO REFERENCE MARKS WERE ESTABLISHED BY THIS
 OR0880'PARTY.  A NEW DESCRIPTION FOLLOWS.
 OR0880'
 OR0880'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF OACOMA AND
 OR0880'1-1/2 MILES WEST OF THE MISSOURI RIVER NEAR THE CENTER OF AND
 OR0880'ON THE HIGHEST PART OF A PASTURE OWNED BY MR. M.Q. SHARP.
 OR0880'IT IS IN THE SE 1/4 OF SEC. 18, T. 105 N., R. 71 W.  ABOUT
 OR0880'490 FEET NORTH OF THE SECTION LINE FENCE AND 490 FEET EAST
 OR0880'OF THE NORTH-SOUTH FENCE LINE AT THE WEST SIDE OF THE PASTURE,
 OR0880'AND 5 FEET EAST OF A WHITE WITNESS POST.  THE SURFACE-STATION
 OR0880'MARK, PROJECTS ABOUT 2 INCHES AND THE
 OR0880'DISC IS STAMPED M.R.C. FT. LOOKOUT 1924.
 OR0880'
 OR0880'THE UNDERGROUND-STATION MARK IS A MISSOURI RIVER COMMISSION
 OR0880'MARK WHICH CONSISTS OF AN 18 INCH SQUARE BLOCK OF STONE WITH
 OR0880'A 1/4 INCH HOLE DRILLED IN THE TOP AND CENTER.  ALSO ON THE
 OR0880'TOP IS INSCRIBED THE LETTERS U.S.  (AS DESCRIBED BY O.S.)
 OR0880'
 OR0880'REFERENCE MARK NO. 1, 1948, IS 50.25 FEET EAST OF THE STATION.
 OR0880'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED FT
 OR0880'LOOKOUT MRC NO 1 1948.
 OR0880'
 OR0880'REFERENCE MARK NO. 2, 1948, IS 50.11 FEET SOUTH OF THE STATION
 OR0880'AND AT THE SAME ELEVATION.  THE MARK PROJECTS ABOUT 6 INCHES
 OR0880'AND THE DISC IS STAMPED FT LOOKOUT MRC NO 2 1948.
 OR0880'
 OR0880'AZIMUTH MARK, 1948, IS APPROXIMATELY 0.6 MILE WEST OF THE
 OR0880'STATION, ALONG THE EAST SIDE OF THE NORTH-SOUTH ROAD, 35
 OR0880'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND IN
 OR0880'THE RIGHT-OF-WAY FENCE LINE AND 3-1/2 FEET NORTH OF A WHITE
 OR0880'WITNESS POST.  THE MARK, DESCRIBED, PROJECTS
 OR0880'ABOUT 8 INCHES AND THE DISC IS STAMPED FT LOOKOUT MRC 1948.
 OR0880'
 OR0880'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 OR0880'16 AND THE MAIN GRAVELED ROAD, NORTH, OUT OF OACOMA, (ABOUT
 OR0880'75 YARDS WEST OF A GAS STATION AND CAFE) BY GOING NORTH ON
 OR0880'THE GRAVELED ROAD (CHANGES TO GRADED DIRT ROAD) FOR 6.9
 OR0880'MILES (PASSING A SCHOOLHOUSE AT 5.8 MILES) TO THE AZIMUTH
 OR0880'MARK ON THE RIGHT IN THE RIGHT-OF-WAY FENCE LINE.  CONTINUE
 OR0880'NORTH FOR 0.2 MILE TO TO A FIELD ROAD TO THE RIGHT WHICH
 OR0880'FOLLOWS ALONG THE NORTH SIDE OF THE SECTION LINE FENCE.
 OR0880'TURN RIGHT OR EAST ON THE FIELD ROAD AND GO 0.5 MILES TO AN
 OR0880'IRON GATE.  PASS THRU GATE AND GO 0.1 MILE, THENCE NORTH
 OR0880'0.1 MILE TO THE STATION SITE.
 OR0880'
 OR0880'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER
 OR0880
 OR0880                          STATION RECOVERY (1974)
 OR0880
 OR0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 OR0880'THE AZIMUTH MARK WAS DESTROYED BY RECENT ROAD CONSTRUCTION.
 OR0880'OTHER MARKS ALL OK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0252 ***********************************************************************
 PT0252  DESIGNATION -  FORT RM 1
 PT0252  PID         -  PT0252
 PT0252  STATE/COUNTY-  SD/STANLEY
 PT0252  COUNTRY     -  US
 PT0252  USGS QUAD   -  PIERRE SW (2017)
 PT0252
 PT0252                         *CURRENT SURVEY CONTROL
 PT0252  ______________________________________________________________________
 PT0252* NAD 83(1986) POSITION- 44 22 08.26   (N) 100 24 15.80   (W)   HD_HELD1
 PT0252* NAVD 88 ORTHO HEIGHT -   524.406 (meters)     1720.49  (feet) ADJUSTED
 PT0252  ______________________________________________________________________
 PT0252  GEOID HEIGHT    -        -23.418 (meters)                     GEOID18
 PT0252  DYNAMIC HEIGHT  -        524.298 (meters)     1720.13  (feet) COMP
 PT0252  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 PT0252
 PT0252  VERT ORDER      -  FIRST     CLASS II
 PT0252
 PT0252.The horizontal coordinates were determined by differentially corrected
 PT0252.hand held GPS observations or other comparable positioning techniques
 PT0252.and have an estimated accuracy of +/- 3 meters.
 PT0252
 PT0252.The orthometric height was determined by differential leveling and
 PT0252.adjusted by the NATIONAL GEODETIC SURVEY
 PT0252.in October 1997.
 PT0252
 PT0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0252.GEOID18 height accuracy estimate available here.
 PT0252
 PT0252.Click photographs - Photos may exist for this station.
 PT0252
 PT0252.The dynamic height is computed by dividing the NAVD 88
 PT0252.geopotential number by the normal gravity value computed on the
 PT0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0252.degrees latitude (g = 980.6199 gals.).
 PT0252
 PT0252.The modeled gravity was interpolated from observed gravity values.
 PT0252
 PT0252;                    North         East    Units  Estimated Accuracy
 PT0252;SPC SD S     -   226,153.0     594,336.4     MT  (+/- 3 meters HH1 GPS) 
 PT0252
 PT0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8810413812(NAD 83)
 PT0252
 PT0252                          SUPERSEDED SURVEY CONTROL
 PT0252
 PT0252  NAVD 88 (06/15/91)  524.436  (m)         1720.59   (f) SUPERSEDED  1 2
 PT0252  NGVD 29 (??/??/92)  524.051  (m)         1719.32   (f) ADJ UNCH    1 2
 PT0252
 PT0252.Superseded values are not recommended for survey control.
 PT0252
 PT0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0252.See file dsdata.pdf to determine how the superseded data were derived.
 PT0252
 PT0252_MARKER: DR = REFERENCE MARK DISK
 PT0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0252_STAMPING: FORT MRC NO 1 1945
 PT0252_MARK LOGO: CGS
 PT0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0252+STABILITY: SURFACE MOTION
 PT0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0252+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 PT0252
 PT0252  HISTORY     - Date     Condition        Report By
 PT0252  HISTORY     - 1945     MONUMENTED       CGS
 PT0252  HISTORY     - 1949     GOOD             CGS
 PT0252  HISTORY     - 1951     GOOD             CGS
 PT0252  HISTORY     - 1979     GOOD             SDDT
 PT0252  HISTORY     - 19950802 GOOD             NGS
 PT0252  HISTORY     - 20120516 GOOD             INDIV
 PT0252
 PT0252                          STATION DESCRIPTION
 PT0252
 PT0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0252'2 MI NW FROM FORT PIERRE.
 PT0252'2.05 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0252'AT FORT PIERRE, 128 FEET NORTHEAST OF THE CENTER LINE OF THE
 PT0252'HIGHWAY, 86 FEET NORTHEAST OF TRIANGULATION STATION FORT (MRC),
 PT0252'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 PT0252'THE GROUND.
 PT0252
 PT0252                          STATION RECOVERY (1951)
 PT0252
 PT0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0252'RECOVERED IN GOOD CONDITION.
 PT0252
 PT0252                          STATION RECOVERY (1979)
 PT0252
 PT0252'RECOVERY NOTE BY SD DEPT OF TRANSP 1979
 PT0252'RECOVERED IN GOOD CONDITION.
 PT0252
 PT0252                          STATION RECOVERY (1995)
 PT0252
 PT0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0252'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0252'IN PIERRE, THENCE 2.0 KM (1.25 MI) SOUTHEASTERLY ALONG VERENDRYE ROAD,
 PT0252'37.5 M (123.0 FT) NORTHEAST OF THE ROAD CENTER, 26.5 M (86.9 FT) NORTH
 PT0252'OF TRIANGULATION STATION FORT, 25.8 M (84.6 FT) NORTHEAST OF A FENCE,
 PT0252'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 PT0252'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PT0252
 PT0252                          STATION RECOVERY (2012)
 PT0252
 PT0252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0405 ***********************************************************************
 PS0405  DESIGNATION -  FORT RM 1
 PS0405  PID         -  PS0405
 PS0405  STATE/COUNTY-  SD/BUFFALO
 PS0405  COUNTRY     -  US
 PS0405  USGS QUAD   -  BIG BEND DAM (2017)
 PS0405
 PS0405                         *CURRENT SURVEY CONTROL
 PS0405  ______________________________________________________________________
 PS0405* NAD 83(1986) POSITION- 44 03 10.28   (N) 099 25 36.78   (W)   HD_HELD1
 PS0405* NAVD 88 ORTHO HEIGHT -   435.014 (meters)     1427.21  (feet) ADJUSTED
 PS0405  ______________________________________________________________________
 PS0405  GEOID HEIGHT    -        -24.892 (meters)                     GEOID18
 PS0405  DYNAMIC HEIGHT  -        434.917 (meters)     1426.89  (feet) COMP
 PS0405  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 PS0405
 PS0405  VERT ORDER      -  FIRST     CLASS II
 PS0405
 PS0405.The horizontal coordinates were determined by differentially corrected
 PS0405.hand held GPS observations or other comparable positioning techniques
 PS0405.and have an estimated accuracy of +/- 3 meters.
 PS0405
 PS0405.The orthometric height was determined by differential leveling and
 PS0405.adjusted by the NATIONAL GEODETIC SURVEY
 PS0405.in June 1991.
 PS0405
 PS0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0405.GEOID18 height accuracy estimate available here.
 PS0405
 PS0405.Click photographs - Photos may exist for this station.
 PS0405
 PS0405.The dynamic height is computed by dividing the NAVD 88
 PS0405.geopotential number by the normal gravity value computed on the
 PS0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0405.degrees latitude (g = 980.6199 gals.).
 PS0405
 PS0405.The modeled gravity was interpolated from observed gravity values.
 PS0405
 PS0405;                    North         East    Units  Estimated Accuracy
 PS0405;SPC SD S     -   191,423.8     672,632.2     MT  (+/- 3 meters HH1 GPS) 
 PS0405
 PS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6580577831(NAD 83)
 PS0405
 PS0405                          SUPERSEDED SURVEY CONTROL
 PS0405
 PS0405  NGVD 29 (??/??/92)  434.689  (m)         1426.14   (f) ADJ UNCH    1 2
 PS0405
 PS0405.Superseded values are not recommended for survey control.
 PS0405
 PS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0405.See file dsdata.pdf to determine how the superseded data were derived.
 PS0405
 PS0405_MARKER: DR = REFERENCE MARK DISK
 PS0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0405_STAMPING: FORT NO 1 1948
 PS0405_MARK LOGO: CGS
 PS0405_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0405+STABILITY: SURFACE MOTION
 PS0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0405+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2012
 PS0405
 PS0405  HISTORY     - Date     Condition        Report By
 PS0405  HISTORY     - 1948     MONUMENTED       CGS
 PS0405  HISTORY     - 1949     GOOD             CGS
 PS0405  HISTORY     - 1981     GOOD             NGS
 PS0405  HISTORY     - 20121228 GOOD             INDIV
 PS0405
 PS0405                          STATION DESCRIPTION
 PS0405
 PS0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0405'0.5 MI NE FROM FORT THOMPSON.
 PS0405'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0405'FORT THOMPSON, THENCE 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0405'47, THENCE 0.15 MILE NORTHEAST ALONG A FIELD ROAD LEADING UP A
 PS0405'DRAW, ON A POINT OF THE BLUFF OVERLOOKING THE TOWN OF FORT
 PS0405'THOMPSON, ABOUT 100 YARDS NORTH OF STATE HIGHWAY NO. 47, 75.4
 PS0405'FEET EAST OF FORT R.M. 2, 44.5 FEET SOUTHEAST OF TRIANGULATION
 PS0405'STATION FORT 1948, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0405'0.5 FOOT ABOVE THE GROUND.
 PS0405
 PS0405                          STATION RECOVERY (1981)
 PS0405
 PS0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PS0405'RECOVERED IN GOOD CONDITION.
 PS0405
 PS0405                          STATION RECOVERY (2012)
 PS0405
 PS0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0254 ***********************************************************************
 PT0254  DESIGNATION -  FORT RM 2
 PT0254  PID         -  PT0254
 PT0254  STATE/COUNTY-  SD/STANLEY
 PT0254  COUNTRY     -  US
 PT0254  USGS QUAD   -  PIERRE SW (2017)
 PT0254
 PT0254                         *CURRENT SURVEY CONTROL
 PT0254  ______________________________________________________________________
 PT0254* NAD 83(1986) POSITION- 44 22 07.27   (N) 100 24 16.34   (W)   HD_HELD1
 PT0254* NAVD 88 ORTHO HEIGHT -   524.639 (meters)     1721.25  (feet) ADJUSTED
 PT0254  ______________________________________________________________________
 PT0254  GEOID HEIGHT    -        -23.419 (meters)                     GEOID18
 PT0254  DYNAMIC HEIGHT  -        524.531 (meters)     1720.90  (feet) COMP
 PT0254  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 PT0254
 PT0254  VERT ORDER      -  FIRST     CLASS II
 PT0254
 PT0254.The horizontal coordinates were determined by differentially corrected
 PT0254.hand held GPS observations or other comparable positioning techniques
 PT0254.and have an estimated accuracy of +/- 3 meters.
 PT0254
 PT0254.The orthometric height was determined by differential leveling and
 PT0254.adjusted by the NATIONAL GEODETIC SURVEY
 PT0254.in October 1997.
 PT0254
 PT0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0254.GEOID18 height accuracy estimate available here.
 PT0254
 PT0254.Click photographs - Photos may exist for this station.
 PT0254
 PT0254.The dynamic height is computed by dividing the NAVD 88
 PT0254.geopotential number by the normal gravity value computed on the
 PT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0254.degrees latitude (g = 980.6199 gals.).
 PT0254
 PT0254.The modeled gravity was interpolated from observed gravity values.
 PT0254
 PT0254;                    North         East    Units  Estimated Accuracy
 PT0254;SPC SD S     -   226,122.5     594,324.4     MT  (+/- 3 meters HH1 GPS) 
 PT0254
 PT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8809113782(NAD 83)
 PT0254
 PT0254                          SUPERSEDED SURVEY CONTROL
 PT0254
 PT0254  NAVD 88 (06/15/91)  524.650  (m)         1721.29   (f) SUPERSEDED  1 2
 PT0254  NGVD 29 (??/??/92)  524.267  (m)         1720.03   (f) ADJ UNCH    1 2
 PT0254
 PT0254.Superseded values are not recommended for survey control.
 PT0254
 PT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0254.See file dsdata.pdf to determine how the superseded data were derived.
 PT0254
 PT0254_MARKER: DR = REFERENCE MARK DISK
 PT0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0254_STAMPING: FORT MRC NO 2 1945
 PT0254_MARK LOGO: CGS
 PT0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0254+STABILITY: SURFACE MOTION
 PT0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0254+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 PT0254
 PT0254  HISTORY     - Date     Condition        Report By
 PT0254  HISTORY     - 1945     MONUMENTED       CGS
 PT0254  HISTORY     - 1949     GOOD             CGS
 PT0254  HISTORY     - 1951     GOOD             CGS
 PT0254  HISTORY     - 1979     GOOD             SDDT
 PT0254  HISTORY     - 19950802 GOOD             NGS
 PT0254  HISTORY     - 20120516 GOOD             INDIV
 PT0254
 PT0254                          STATION DESCRIPTION
 PT0254
 PT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0254'2 MI NW FROM FORT PIERRE.
 PT0254'2.05 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0254'AT FORT PIERRE, 41 FEET SOUTHEAST OF TRIANGULATION STATION FORT
 PT0254'(MRC), 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.6
 PT0254'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PT0254'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 PT0254
 PT0254                          STATION RECOVERY (1951)
 PT0254
 PT0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0254'RECOVERED IN GOOD CONDITION.
 PT0254
 PT0254                          STATION RECOVERY (1979)
 PT0254
 PT0254'RECOVERY NOTE BY SD DEPT OF TRANSP 1979
 PT0254'RECOVERED IN GOOD CONDITION.
 PT0254
 PT0254                          STATION RECOVERY (1995)
 PT0254
 PT0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0254'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0254'IN PIERRE, THENCE 2.0 KM (1.25 MI) SOUTHEASTERLY ALONG VERENDRYE ROAD,
 PT0254'12.5 M (41.0 FT) SOUTHEAST OF TRIANGULATION STATION FORT, 11.6 M (38.1
 PT0254'FT) NORTHEAST OF THE ROAD CENTER, 5.0 M (16.4 FT) NORTHWEST OF THE
 PT0254'CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 PT0254'THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PT0254'SURFACE.
 PT0254
 PT0254                          STATION RECOVERY (2012)
 PT0254
 PT0254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0406 ***********************************************************************
 PS0406  DESIGNATION -  FORT RM 2
 PS0406  PID         -  PS0406
 PS0406  STATE/COUNTY-  SD/BUFFALO
 PS0406  COUNTRY     -  US
 PS0406  USGS QUAD   -  BIG BEND DAM (2017)
 PS0406
 PS0406                         *CURRENT SURVEY CONTROL
 PS0406  ______________________________________________________________________
 PS0406* NAD 83(1986) POSITION- 44 03 10.52   (N) 099 25 37.76   (W)   HD_HELD1
 PS0406* NAVD 88 ORTHO HEIGHT -   435.062 (meters)     1427.37  (feet) ADJUSTED
 PS0406  ______________________________________________________________________
 PS0406  GEOID HEIGHT    -        -24.891 (meters)                     GEOID18
 PS0406  DYNAMIC HEIGHT  -        434.966 (meters)     1427.05  (feet) COMP
 PS0406  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 PS0406
 PS0406  VERT ORDER      -  FIRST     CLASS II
 PS0406
 PS0406.The horizontal coordinates were determined by differentially corrected
 PS0406.hand held GPS observations or other comparable positioning techniques
 PS0406.and have an estimated accuracy of +/- 3 meters.
 PS0406
 PS0406.The orthometric height was determined by differential leveling and
 PS0406.adjusted by the NATIONAL GEODETIC SURVEY
 PS0406.in June 1991.
 PS0406
 PS0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0406.GEOID18 height accuracy estimate available here.
 PS0406
 PS0406.Click photographs - Photos may exist for this station.
 PS0406
 PS0406.The dynamic height is computed by dividing the NAVD 88
 PS0406.geopotential number by the normal gravity value computed on the
 PS0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0406.degrees latitude (g = 980.6199 gals.).
 PS0406
 PS0406.The modeled gravity was interpolated from observed gravity values.
 PS0406
 PS0406;                    North         East    Units  Estimated Accuracy
 PS0406;SPC SD S     -   191,431.0     672,610.3     MT  (+/- 3 meters HH1 GPS) 
 PS0406
 PS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6578377839(NAD 83)
 PS0406
 PS0406                          SUPERSEDED SURVEY CONTROL
 PS0406
 PS0406  NGVD 29 (??/??/92)  434.737  (m)         1426.30   (f) ADJ UNCH    1 2
 PS0406
 PS0406.Superseded values are not recommended for survey control.
 PS0406
 PS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0406.See file dsdata.pdf to determine how the superseded data were derived.
 PS0406
 PS0406_MARKER: DR = REFERENCE MARK DISK
 PS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0406_STAMPING: FORT NO 2 1948
 PS0406_MARK LOGO: CGS
 PS0406_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0406+STABILITY: SURFACE MOTION
 PS0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0406+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2012
 PS0406
 PS0406  HISTORY     - Date     Condition        Report By
 PS0406  HISTORY     - 1948     MONUMENTED       CGS
 PS0406  HISTORY     - 1949     GOOD             CGS
 PS0406  HISTORY     - 1981     GOOD             NGS
 PS0406  HISTORY     - 20121228 GOOD             INDIV
 PS0406
 PS0406                          STATION DESCRIPTION
 PS0406
 PS0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0406'0.6 MI NE FROM FORT THOMPSON.
 PS0406'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0406'FORT THOMPSON, THENCE 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0406'47, THENCE 0.15 MILE NORTHEAST ALONG A FIELD ROAD LEADING UP
 PS0406'A DRAW, ON A POINT OF THE BLUFF OVERLOOKING THE TOWN OF FORT
 PS0406'THOMPSON, ABOUT 100 YARDS NORTH OF STATE HIGHWAY NO. 47, 75.4
 PS0406'FEET WEST OF FORT R.M. 1, 41.7 FEET WEST SOUTHWEST OF TRIANGULATION
 PS0406'STATION FORT 1948, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0406'0.5 FOOT ABOVE THE GROUND.
 PS0406
 PS0406                          STATION RECOVERY (1981)
 PS0406
 PS0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PS0406'RECOVERED IN GOOD CONDITION.
 PS0406
 PS0406                          STATION RECOVERY (2012)
 PS0406
 PS0406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0695 ***********************************************************************
 PS0695  DESIGNATION -  FORT THOMPSON
 PS0695  PID         -  PS0695
 PS0695  STATE/COUNTY-  SD/BUFFALO
 PS0695  COUNTRY     -  US
 PS0695  USGS QUAD   -  BIG BEND DAM (2017)
 PS0695
 PS0695                         *CURRENT SURVEY CONTROL
 PS0695  ______________________________________________________________________
 PS0695* NAD 83(1996) POSITION- 44 06 05.07048(N) 099 26 46.04619(W)   ADJUSTED
 PS0695* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 PS0695  ______________________________________________________________________
 PS0695  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 PS0695  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 PS0695  HORZ ORDER      -  SECOND
 PS0695
 PS0695.The horizontal coordinates were established by classical geodetic methods
 PS0695.and adjusted by the National Geodetic Survey in January 1998.
 PS0695
 PS0695.The orthometric height was scaled from a topographic map.
 PS0695
 PS0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0695.GEOID18 height accuracy estimate available here.
 PS0695
 PS0695.Click photographs - Photos may exist for this station.
 PS0695
 PS0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0695
 PS0695. The following values were computed from the NAD 83(1996) position.
 PS0695
 PS0695;                    North         East     Units Scale Factor Converg.
 PS0695;SPC SD S     -   196,801.406   671,032.929   MT  0.99994237   +0 36 43.4
 PS0695;SPC SD S     -   645,672.61  2,201,547.20   sFT  0.99994237   +0 36 43.4
 PS0695;UTM  14      - 4,883,232.900   464,293.375   MT  0.99961568   -0 18 37.7
 PS0695
 PS0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0695!SPC SD S     -   0.99992480  x   0.99994237  =   0.99986717
 PS0695!UTM  14      -   0.99992480  x   0.99961568  =   0.99954051
 PS0695
 PS0695:                Primary Azimuth Mark                     Grid Az
 PS0695:SPC SD S     -  BADGER CREEK                             191 21 33.9
 PS0695:UTM  14      -  BADGER CREEK                             192 16 55.0
 PS0695
 PS0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6429383232(NAD 83)
 PS0695
 PS0695|---------------------------------------------------------------------|
 PS0695| PID    Reference Object                     Distance      Geod. Az  |
 PS0695|                                                           dddmmss.s |
 PS0695| OR0881 BADGER CREEK                        APPROX.13.0 KM 1915817.3 |
 PS0695|---------------------------------------------------------------------|
 PS0695
 PS0695                          SUPERSEDED SURVEY CONTROL
 PS0695
 PS0695  NAD 83(1986)-  44 06 05.06871(N)    099 26 46.05266(W) AD(       ) 2
 PS0695  NAD 27      -  44 06 05.10600(N)    099 26 44.66300(W) AD(       ) 2
 PS0695  MORC        -  44 06 02.46000(N)    099 26 44.92000(W) AD(       ) 3
 PS0695
 PS0695.Superseded values are not recommended for survey control.
 PS0695
 PS0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0695.See file dsdata.pdf to determine how the superseded data were derived.
 PS0695
 PS0695_MARKER: Z = SEE DESCRIPTION
 PS0695_SETTING: 0 = UNSPECIFIED SETTING
 PS0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0695
 PS0695  HISTORY     - Date     Condition        Report By
 PS0695  HISTORY     - 1889     MONUMENTED       MORC
 PS0695
 PS0695                          STATION DESCRIPTION
 PS0695
 PS0695'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PS0695'FORT THOMPSON IS ON LEFT BANK, ABOUT 3-3/4 MILES NORTH FROM
 PS0695'FORT THOMPSON (CROW CREEK AGENCY) AND 1-1/4 MILES EAST FROM
 PS0695'SOLDIER CREEK, THREE-EIGHTS MILE WEST FROM A SMALL CREEK
 PS0695'RUNNING INTO SOLDIER CREEK, 40 FEET EAST OF ROAD RUNNING
 PS0695'NORTH FROM THE FORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7997 ***********************************************************************
 AC7997  CBN         -  This is a Cooperative Base Network Control Station.
 AC7997  DESIGNATION -  FOUR CORNERS
 AC7997  PID         -  AC7997
 AC7997  STATE/COUNTY-  SD/PENNINGTON
 AC7997  COUNTRY     -  US
 AC7997  USGS QUAD   -  DITCH CREEK (2017)
 AC7997
 AC7997                         *CURRENT SURVEY CONTROL
 AC7997  ______________________________________________________________________
 AC7997* NAD 83(2011) POSITION- 43 55 01.73740(N) 103 49 37.66858(W)   ADJUSTED
 AC7997* NAD 83(2011) ELLIP HT-  1984.071 (meters)        (06/27/12)   ADJUSTED
 AC7997* NAD 83(2011) EPOCH   -  2010.00
 AC7997* NAVD 88 ORTHO HEIGHT -  1996.8   (meters)     6551.    (feet) GPS OBS
 AC7997  ______________________________________________________________________
 AC7997  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7997  GEOID HEIGHT    -        -12.686 (meters)                     GEOID96
 AC7997  GEOID HEIGHT    -        -12.670 (meters)                     GEOID18
 AC7997  NAD 83(2011) X  - -1,100,156.676 (meters)                     COMP
 AC7997  NAD 83(2011) Y  - -4,469,897.693 (meters)                     COMP
 AC7997  NAD 83(2011) Z  -  4,402,841.178 (meters)                     COMP
 AC7997  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AC7997
 AC7997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7997  Standards:
 AC7997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7997  -------------------------------------------------------------------
 AC7997  NETWORK    0.91   2.27           0.42   0.30   1.16     -0.03011059
 AC7997  -------------------------------------------------------------------
 AC7997  Click here for local accuracies and other accuracy information.
 AC7997
 AC7997.The horizontal coordinates were established by GPS observations
 AC7997.and adjusted by the National Geodetic Survey in June 2012.
 AC7997
 AC7997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7997.been affixed to the stable North American tectonic plate. See 
 AC7997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7997
 AC7997.The horizontal coordinates are valid at the epoch date displayed above
 AC7997.which is a decimal equivalence of Year/Month/Day.
 AC7997
 AC7997.The orthometric height was determined by GPS observations and a
 AC7997.high-resolution geoid model.
 AC7997
 AC7997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7997.GEOID18 height accuracy estimate available here.
 AC7997
 AC7997.Click photographs - Photos may exist for this station.
 AC7997
 AC7997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7997
 AC7997.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7997
 AC7997.The ellipsoidal height was determined by GPS observations
 AC7997.and is referenced to NAD 83.
 AC7997
 AC7997. The following values were computed from the NAD 83(2011) position.
 AC7997
 AC7997;                    North         East     Units Scale Factor Converg.
 AC7997;SPC SD S     -   181,850.753   319,491.278   MT  0.99992044   -2 24 36.7
 AC7997;SPC SD S     -   596,622.01  1,048,197.63   sFT  0.99992044   -2 24 36.7
 AC7997;UTM  13      - 4,863,339.415   594,164.810   MT  0.99970906   +0 48 48.9
 AC7997
 AC7997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7997!SPC SD S     -   0.99968898  x   0.99992044  =   0.99960945
 AC7997!UTM  13      -   0.99968898  x   0.99970906  =   0.99939813
 AC7997
 AC7997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ9416463339(NAD 83)
 AC7997
 AC7997                          SUPERSEDED SURVEY CONTROL
 AC7997
 AC7997  NAD 83(2007)-  43 55 01.73724(N)    103 49 37.66971(W) AD(2002.00) 0
 AC7997  ELLIP H (02/10/07) 1984.099  (m)                       GP(2002.00)    
 AC7997  ELLIP H (04/15/04) 1984.087  (m)                       GP(       ) 2 1
 AC7997  NAD 83(1996)-  43 55 01.73649(N)    103 49 37.66975(W) AD(       ) B
 AC7997  ELLIP H (04/18/97) 1984.146  (m)                       GP(       ) 4 1
 AC7997
 AC7997.Superseded values are not recommended for survey control.
 AC7997
 AC7997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7997.See file dsdata.pdf to determine how the superseded data were derived.
 AC7997
 AC7997_MARKER: R = RIVET
 AC7997_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7997_STAMPING: FORCORNR 1996
 AC7997_MARK LOGO: NGS
 AC7997_PROJECTION: FLUSH
 AC7997_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7997+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1996
 AC7997_ROD/PIPE-DEPTH: 6.4 meters
 AC7997_SLEEVE-DEPTH  : 1.8 meters
 AC7997
 AC7997  HISTORY     - Date     Condition        Report By
 AC7997  HISTORY     - 19960830 MONUMENTED       USFS
 AC7997
 AC7997                          STATION DESCRIPTION
 AC7997
 AC7997'DESCRIBED BY US FOREST SERVICE 1996 (DFC)
 AC7997'THE STATION IS LOCATED NEAR THE JUNCTION OF FOREST SERVICE ROADS 302
 AC7997'AND 291 NORTH IN THE BLACK HILLS NATIONAL FOREST.  OWNERSHIP--U.S.
 AC7997'DEPARTMENT OF THE INTERIOR.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7997'U.S. HIGHWAYS 385 AND 16A IN CUSTER, GO NORTH ON U.S. HIGHWAY 385 FOR
 AC7997'3.3 MI (5.3 KM) TO THE JUNCTION OF CUSTER-LIMESTONE ROAD, TURN LEFT
 AC7997'AND GO WEST ON THE CUSTER-LIMESTONE ROAD FOR 0.7 MI (1.1 KM) TO THE
 AC7997'JUNCTION OF MEDICINE MOUNTAIN ROAD, TURN RIGHT AND GO NORTH ON
 AC7997'MEDICINE MOUNTAIN ROAD TO FOREST SERVICE ROAD 299 (BOBCAT ROAD), TURN
 AC7997'LEFT AND GO NORTHWEST ON ROAD 299 FOR 5.1 MI (8.2 KM) PASSING THE BOY
 AC7997'SCOUT CAMP TO THE JUNCTION OF FOREST SERVICE ROAD 301 (SIX MILE ROAD),
 AC7997'TURN LEFT AND GO WEST FOR 4.7 MI (7.6 KM) ON ROAD 301 TO A CATTLE
 AC7997'GUARD, ABOUT 100.0 FT (30.5 M) BEFORE THE INTERSECTION OF FOREST
 AC7997'SERVICE ROAD 291 NORTH, AND THE STATION ON THE RIGHT.  THE STATION IS
 AC7997'A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AC7997'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED
 AC7997'115.0 FT (35.1 M) NORTHEAST OF THE CATTLE GUARD AND 4.0 FT (1.2 M)
 AC7997'WEST OF A CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0524 ***********************************************************************
 QT0524  DESIGNATION -  FOUR MILE
 QT0524  PID         -  QT0524
 QT0524  STATE/COUNTY-  SD/BUTTE
 QT0524  COUNTRY     -  US
 QT0524  USGS QUAD   -  ANTELOPE CREEK EAST (2017)
 QT0524
 QT0524                         *CURRENT SURVEY CONTROL
 QT0524  ______________________________________________________________________
 QT0524* NAD 83(1996) POSITION- 45 03 42.10089(N) 103 37 28.49931(W)   ADJUSTED
 QT0524* NAVD 88 ORTHO HEIGHT -  1009.    (meters)     3310.    (feet) SCALED
 QT0524  ______________________________________________________________________
 QT0524  GEOID HEIGHT    -        -16.188 (meters)                     GEOID18
 QT0524  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 QT0524  HORZ ORDER      -  SECOND
 QT0524
 QT0524.The horizontal coordinates were established by classical geodetic methods
 QT0524.and adjusted by the National Geodetic Survey in January 1998.
 QT0524
 QT0524.The orthometric height was scaled from a topographic map.
 QT0524
 QT0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0524.GEOID18 height accuracy estimate available here.
 QT0524
 QT0524.Click photographs - Photos may exist for this station.
 QT0524
 QT0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0524
 QT0524. The following values were computed from the NAD 83(1996) position.
 QT0524
 QT0524;                    North         East     Units Scale Factor Converg.
 QT0524;SPC SD N     -   142,887.836   314,632.691   MT  0.99993913   -2 33 54.9
 QT0524;SPC SD N     -   468,791.18  1,032,257.42   sFT  0.99993913   -2 33 54.9
 QT0524;UTM  13      - 4,990,724.076   608,287.484   MT  0.99974419   +0 58 25.3
 QT0524
 QT0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0524!SPC SD N     -   0.99984429  x   0.99993913  =   0.99978343
 QT0524!UTM  13      -   0.99984429  x   0.99974419  =   0.99958852
 QT0524
 QT0524:                Primary Azimuth Mark                     Grid Az
 QT0524:SPC SD N     -  FOUR MILE AZ MK                          340 27 18.5
 QT0524:UTM  13      -  FOUR MILE AZ MK                          336 54 58.3
 QT0524
 QT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0828790724(NAD 83)
 QT0524
 QT0524|---------------------------------------------------------------------|
 QT0524| PID    Reference Object                     Distance      Geod. Az  |
 QT0524|                                                           dddmmss.s |
 QT0524| CQ8418 FOUR MILE RM 1                        7.743 METERS 05002     |
 QT0524| CQ8419 FOUR MILE RM 2                       11.577 METERS 30456     |
 QT0524| CQ8417 FOUR MILE AZ MK                                    3375323.6 |
 QT0524|---------------------------------------------------------------------|
 QT0524
 QT0524                          SUPERSEDED SURVEY CONTROL
 QT0524
 QT0524  NAD 83(1993)-  45 03 42.09702(N)    103 37 28.49638(W) AD(       ) 2
 QT0524  NAD 83(1986)-  45 03 42.09125(N)    103 37 28.49327(W) AD(       ) 2
 QT0524  NAD 27      -  45 03 42.12200(N)    103 37 26.79300(W) AD(       ) 2
 QT0524
 QT0524.Superseded values are not recommended for survey control.
 QT0524
 QT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0524.See file dsdata.pdf to determine how the superseded data were derived.
 QT0524
 QT0524_MARKER: DS = TRIANGULATION STATION DISK
 QT0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0524_STAMPING: FOUR MILE 1951
 QT0524_MARK LOGO: CGS
 QT0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0524+STABILITY: SURFACE MOTION
 QT0524
 QT0524  HISTORY     - Date     Condition        Report By
 QT0524  HISTORY     - 1951     MONUMENTED       CGS
 QT0524  HISTORY     - 1973     GOOD             USGS
 QT0524
 QT0524                          STATION DESCRIPTION
 QT0524
 QT0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCM)
 QT0524'THE STATION IS IN SECTION 27, T 13 N. R 4 E, ABOUT 26-1/2 MILES
 QT0524'NORTH AND 11 MILES EAST OF BELLE FOURCHE, 7 MILES EAST OF U.S.
 QT0524'HIGHWAY 85, ON THE WEST END AND HIGHEST POINT OF A PROMINENT
 QT0524'RIDGE, AND BETWEEN FOUR MILE CREEK AND BATTLE CREEK.
 QT0524'
 QT0524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND
 QT0524'85 ABOUT 1/2 MILE NORTH OF BELLE FOURCHE, GO NORTH ON U.S. HIGHWAY
 QT0524'85 FOR 29.7 MILES TO A SMALL BRIDGE OVER BATTLE CREEK, CONTINUE
 QT0524'NORTHERLY ON THE HIGHWAY FOR 1.45 MILES TO A TRACK ROAD ON THE
 QT0524'RIGHT, TURN RIGHT (SOUTHEASTERLY) PASSING TO THE RIGHT OF A
 QT0524'BROAD CORRAL AND FOLLOW THE MAIN TRACK ROAD FOR 3.2 MILES TO AN
 QT0524'INTERSECTION WITH AN OLD HIGHWAY GRADE, (ABOUT 75 YARDS
 QT0524'NORTHWEST OF A FENCE CORNER) CONTINUE STRAIGHT AHEAD ON THE MAIN
 QT0524'TRACK ROAD FOR 5.1 MILES TO THE AZIMUTH MARK ON THE RIGHT
 QT0524'AS DESCRIBED BELOW, CONTINUE ON THE DIM TRACK ROAD FOR 0.25
 QT0524'MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 QT0524'
 QT0524'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0524'FOUR MILE 1951.
 QT0524'
 QT0524'REFERENCE MARK 1 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0524'FOUR MILE NO 1 1951.
 QT0524'
 QT0524'REFERENCE MARK 2 PROJECTS 9 INCHES AND THE DISK IS STAMPED
 QT0524'FOUR MILE NO 2 1951.
 QT0524'
 QT0524'THE AZIMUTH MARK IS 13 FEET SOUTHWEST OF THE CENTER OF THE
 QT0524'TRACK ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0524'FOUR MILE 1951.
 QT0524'
 QT0524'NOTE--THIS STATION WAS BUILT IN 1951 BUT WAS NOT OCCUPIED.
 QT0524'
 QT0524'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0524
 QT0524                          STATION RECOVERY (1973)
 QT0524
 QT0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0524'TO REACH THE STATION FROM REDIG, GO SOUTH ON U.S. HWY. 85 FOR
 QT0524'14.0 MI TO A CORRAL ON THE LEFT WITH THE SIGN COOKS BATTLE CREEK
 QT0524'RANCH.  TURN RIGHT AND GO WEST ON TRACK RD. FOR 1.7 MI TO A
 QT0524'WIRE GATE.  GO THROUGH THE GATE AND CONTINUE SOUTHWEST AND WEST
 QT0524'ON THE TRACK RD. FOR 2.8 MI TO A WIRE GATE AND THE AZIMUTH MARK.
 QT0524'TURN LEFT AND GO SOUTH ALONG A RIDGE FOR 0.2 MI TO THE TOP OF
 QT0524'THE RIDGE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2281 ***********************************************************************
 PU2281  DESIGNATION -  FOURCHE
 PU2281  PID         -  PU2281
 PU2281  STATE/COUNTY-  SD/MEADE
 PU2281  COUNTRY     -  US
 PU2281  USGS QUAD   -  ELM CREEK (2017)
 PU2281
 PU2281                         *CURRENT SURVEY CONTROL
 PU2281  ______________________________________________________________________
 PU2281* NAD 83(1996) POSITION- 44 29 57.13570(N) 103 04 16.68946(W)   ADJUSTED
 PU2281* NAVD 88 ORTHO HEIGHT -   851.821 (meters)     2794.68  (feet) ADJUSTED
 PU2281  ______________________________________________________________________
 PU2281  GEOID HEIGHT    -        -17.161 (meters)                     GEOID18
 PU2281  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 PU2281  DYNAMIC HEIGHT  -        851.587 (meters)     2793.92  (feet) COMP
 PU2281  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 PU2281
 PU2281  HORZ ORDER      -  THIRD
 PU2281  VERT ORDER      -  FIRST     CLASS II
 PU2281
 PU2281.The horizontal coordinates were established by classical geodetic methods
 PU2281.and adjusted by the National Geodetic Survey in January 1998.
 PU2281
 PU2281.The orthometric height was determined by differential leveling and
 PU2281.adjusted by the NATIONAL GEODETIC SURVEY
 PU2281.in October 1997.
 PU2281
 PU2281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2281.GEOID18 height accuracy estimate available here.
 PU2281
 PU2281.Click photographs - Photos may exist for this station.
 PU2281
 PU2281.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2281
 PU2281.The dynamic height is computed by dividing the NAVD 88
 PU2281.geopotential number by the normal gravity value computed on the
 PU2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2281.degrees latitude (g = 980.6199 gals.).
 PU2281
 PU2281.The modeled gravity was interpolated from observed gravity values.
 PU2281
 PU2281. The following values were computed from the NAD 83(1996) position.
 PU2281
 PU2281;                    North         East     Units Scale Factor Converg.
 PU2281;SPC SD N     -    78,626.014   355,799.527   MT  0.99998521   -2 10 25.2
 PU2281;SPC SD N     -   257,958.85  1,167,318.95   sFT  0.99998521   -2 10 25.2
 PU2281;UTM  13      - 4,929,129.961   653,329.739   MT  0.99988912   +1 21 07.5
 PU2281
 PU2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2281!SPC SD N     -   0.99986915  x   0.99998521  =   0.99985436
 PU2281!UTM  13      -   0.99986915  x   0.99988912  =   0.99975828
 PU2281
 PU2281:                Primary Azimuth Mark                     Grid Az
 PU2281:SPC SD N     -  M 128                                    075 58 35.6
 PU2281:UTM  13      -  M 128                                    072 27 02.9
 PU2281
 PU2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5332929129(NAD 83)
 PU2281
 PU2281|---------------------------------------------------------------------|
 PU2281| PID    Reference Object                     Distance      Geod. Az  |
 PU2281|                                                           dddmmss.s |
 PU2281| PU1054 M 128                                              0734810.4 |
 PU2281| AB6196 FOURCHE RM 1                          9.529 METERS 09347     |
 PU2281| AB6195 FOURCHE RM 2                          9.426 METERS 27324     |
 PU2281|---------------------------------------------------------------------|
 PU2281
 PU2281                          SUPERSEDED SURVEY CONTROL
 PU2281
 PU2281  NAD 83(1993)-  44 29 57.12831(N)    103 04 16.69066(W) AD(       ) 3
 PU2281  NAD 83(1986)-  44 29 57.12676(N)    103 04 16.69226(W) AD(       ) 3
 PU2281  NAD 27      -  44 29 57.17300(N)    103 04 15.05300(W) AD(       ) 3
 PU2281
 PU2281.Superseded values are not recommended for survey control.
 PU2281
 PU2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2281.See file dsdata.pdf to determine how the superseded data were derived.
 PU2281
 PU2281_MARKER: DS = TRIANGULATION STATION DISK
 PU2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2281_STAMPING: FOURCHE 1950
 PU2281_MARK LOGO: CGS
 PU2281_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2281+STABILITY: SURFACE MOTION
 PU2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2281+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 PU2281
 PU2281  HISTORY     - Date     Condition        Report By
 PU2281  HISTORY     - 1950     MONUMENTED       CGS
 PU2281  HISTORY     - 19950524 GOOD             NGS
 PU2281
 PU2281                          STATION DESCRIPTION
 PU2281
 PU2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2281'STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 21 MILES
 PU2281'NORTHEAST OF STURGIS, 31 FEET NORTHEAST OF CENTER OF STATE
 PU2281'HIGHWAY 24, 5 FEET SOUTHEAST OF A WITNESS POST, AND 3 FEET
 PU2281'SOUTHWEST OF A WIRE FENCE.
 PU2281'
 PU2281'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON STATE
 PU2281'HIGHWAY 24 AND 79 FOR 0.1 MILE TO THE JUNCTION OF THESE
 PU2281'HIGHWAYS.  TURN RIGHT AND GO EAST ON HIGHWAY 24 FOR 12.3
 PU2281'MILES TO BEAR BUTTE STORE AND POST OFFICE ON RIGHT.  CONTINUE
 PU2281'EAST FOR 9.9 MILES TO THE BRIDGE OVER THE BELLE FOURCHE RIVER.
 PU2281'CONTINUE EAST FOR 3.8 MILES TO TOP OF RIDGE AND STATION ON
 PU2281'LEFT.  CONTINUE EAST FOR 0.6 MILE TO AZIMUTH MARK ON LEFT.
 PU2281'
 PU2281'STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2281'FOURCHE 1950.
 PU2281'
 PU2281'REFERENCE MARK NO. 1 IS 34 FEET NORTHEAST OF CENTER OF STATE
 PU2281'HIGHWAY 24 AND 3 FEET SOUTHWEST OF A WIRE FENCE.  IT PROJECTS
 PU2281'5 INCHES, AND THE DISK IS STAMPED FOURCHE NO 1 1950.
 PU2281'
 PU2281'REFERENCE MARK NO. 2 IS 32 FEET NORTHEAST OF CENTER OF STATE
 PU2281'HIGHWAY 24 AND 3 FEET SOUTHWEST OF A WIRE FENCE.  IT PROJECTS
 PU2281'6 INCHES, AND THE DISK IS STAMPED FOURCHE NO 2 1950.
 PU2281'
 PU2281'BENCH MARK M 128 IS 31 FEET NORTH OF CENTER OF STATE HIGHWAY
 PU2281'24, 2 FEET SOUTH OF A WIRE FENCE, AND 1 FOOT SOUTHWEST OF A
 PU2281'WITNESS POST.  IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 PU2281'M 128 1934.
 PU2281'
 PU2281'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 PU2281'TOPS OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK M 128 IS A
 PU2281'STANDARD BENCH MARK DISK SET IN THE TOP OF A 6 X 6-INCH CONCRETE
 PU2281'POST.
 PU2281'
 PU2281'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2281
 PU2281                          STATION RECOVERY (1995)
 PU2281
 PU2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2281'33.7 KM (20.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU2281'OFFICE IN UNION CENTER, 118.0 M (387.1 FT) EAST OF MILEPOST 60, 115.1
 PU2281'M (377.6 FT) NORTH OF BENCH MARK A 419, 85.9 M (281.8 FT) SOUTH OF THE
 PU2281'HIGHWAY CENTERLINE, 9.8 M (32.2 FT) NORTH OF THE CENTER OF AN
 PU2281'ABANDONED ROAD BED, 9.4 M (30.8 FT) WEST OF REFERENCE MARK 1, 9.3 M
 PU2281'(30.5 FT) EAST OF REFERENCE MARK 2, 2.0 M (6.6 FT) ABOVE THE LEVEL OF
 PU2281'THE HIGHWAY, 1.5 M (4.9 FT) SOUTHEAST OF A 4 BY 4-INCH WOODEN POST,
 PU2281'0.8 M (2.6 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PU2281'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 PU2281'BY RALPH BACHAND, 851 DUDLEY STREET, STURGIS, SD 57785, TELEPHONE
 PU2281'NUMBER (605) 347-4375.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6196 ***********************************************************************
 AB6196  DESIGNATION -  FOURCHE RM 1
 AB6196  PID         -  AB6196
 AB6196  STATE/COUNTY-  SD/MEADE
 AB6196  COUNTRY     -  US
 AB6196  USGS QUAD   -  ELM CREEK (2017)
 AB6196
 AB6196                         *CURRENT SURVEY CONTROL
 AB6196  ______________________________________________________________________
 AB6196* NAD 83(1986) POSITION- 44 29 57.12   (N) 103 04 16.26   (W)   HD_HELD1
 AB6196* NAVD 88 ORTHO HEIGHT -   851.854 (meters)     2794.79  (feet) ADJUSTED
 AB6196  ______________________________________________________________________
 AB6196  GEOID HEIGHT    -        -17.161 (meters)                     GEOID18
 AB6196  DYNAMIC HEIGHT  -        851.620 (meters)     2794.02  (feet) COMP
 AB6196  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 AB6196
 AB6196  VERT ORDER      -  FIRST     CLASS II
 AB6196
 AB6196.The horizontal coordinates were determined by differentially corrected
 AB6196.hand held GPS observations or other comparable positioning techniques
 AB6196.and have an estimated accuracy of +/- 3 meters.
 AB6196
 AB6196.The orthometric height was determined by differential leveling and
 AB6196.adjusted by the NATIONAL GEODETIC SURVEY
 AB6196.in October 1997.
 AB6196
 AB6196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6196.GEOID18 height accuracy estimate available here.
 AB6196
 AB6196.Click photographs - Photos may exist for this station.
 AB6196
 AB6196.The dynamic height is computed by dividing the NAVD 88
 AB6196.geopotential number by the normal gravity value computed on the
 AB6196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6196.degrees latitude (g = 980.6199 gals.).
 AB6196
 AB6196.The modeled gravity was interpolated from observed gravity values.
 AB6196
 AB6196;                    North         East    Units  Estimated Accuracy
 AB6196;SPC SD N     -    78,625.2     355,809.0     MT  (+/- 3 meters HH1 GPS) 
 AB6196
 AB6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5333929129(NAD 83)
 AB6196
 AB6196                          SUPERSEDED SURVEY CONTROL
 AB6196
 AB6196.No superseded survey control is available for this station.
 AB6196
 AB6196_MARKER: DR = REFERENCE MARK DISK
 AB6196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6196_STAMPING: FOURCHE NO 1 1950
 AB6196_MARK LOGO: CGS
 AB6196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6196+STABILITY: SURFACE MOTION
 AB6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6196+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 AB6196
 AB6196  HISTORY     - Date     Condition        Report By
 AB6196  HISTORY     - 1950     MONUMENTED       CGS
 AB6196  HISTORY     - 19950524 GOOD             NGS
 AB6196
 AB6196                          STATION DESCRIPTION
 AB6196
 AB6196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6196'33.7 KM (20.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB6196'OFFICE IN UNION CENTER, 115.0 M (377.3 FT) EAST OF MILEPOST 60, 85.9 M
 AB6196'(281.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) NORTH OF
 AB6196'THE CENTER OF AN ABANDONED ROAD BED, 9.4 M (30.8 FT) EAST OF
 AB6196'TRIANGULATION STATION FOURCHE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 AB6196'HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS
 AB6196'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AB6196'PROPERTY OWNED BY RALPH BACHAND, 851 DUDLEY STREET, STURGIS, SD 57785,
 AB6196'TELEPHONE NUMBER (605) 347-4375.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6195 ***********************************************************************
 AB6195  DESIGNATION -  FOURCHE RM 2
 AB6195  PID         -  AB6195
 AB6195  STATE/COUNTY-  SD/MEADE
 AB6195  COUNTRY     -  US
 AB6195  USGS QUAD   -  ELM CREEK (2017)
 AB6195
 AB6195                         *CURRENT SURVEY CONTROL
 AB6195  ______________________________________________________________________
 AB6195* NAD 83(1986) POSITION- 44 29 57.15   (N) 103 04 17.12   (W)   HD_HELD1
 AB6195* NAVD 88 ORTHO HEIGHT -   851.828 (meters)     2794.71  (feet) ADJUSTED
 AB6195  ______________________________________________________________________
 AB6195  GEOID HEIGHT    -        -17.161 (meters)                     GEOID18
 AB6195  DYNAMIC HEIGHT  -        851.594 (meters)     2793.94  (feet) COMP
 AB6195  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 AB6195
 AB6195  VERT ORDER      -  FIRST     CLASS II
 AB6195
 AB6195.The horizontal coordinates were determined by differentially corrected
 AB6195.hand held GPS observations or other comparable positioning techniques
 AB6195.and have an estimated accuracy of +/- 3 meters.
 AB6195
 AB6195.The orthometric height was determined by differential leveling and
 AB6195.adjusted by the NATIONAL GEODETIC SURVEY
 AB6195.in October 1997.
 AB6195
 AB6195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6195.GEOID18 height accuracy estimate available here.
 AB6195
 AB6195.Click photographs - Photos may exist for this station.
 AB6195
 AB6195.The dynamic height is computed by dividing the NAVD 88
 AB6195.geopotential number by the normal gravity value computed on the
 AB6195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6195.degrees latitude (g = 980.6199 gals.).
 AB6195
 AB6195.The modeled gravity was interpolated from observed gravity values.
 AB6195
 AB6195;                    North         East    Units  Estimated Accuracy
 AB6195;SPC SD N     -    78,626.8     355,790.0     MT  (+/- 3 meters HH1 GPS) 
 AB6195
 AB6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5332029130(NAD 83)
 AB6195
 AB6195                          SUPERSEDED SURVEY CONTROL
 AB6195
 AB6195.No superseded survey control is available for this station.
 AB6195
 AB6195_MARKER: DR = REFERENCE MARK DISK
 AB6195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6195_STAMPING: FOURCHE NO 2 1950
 AB6195_MARK LOGO: CGS
 AB6195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6195+STABILITY: SURFACE MOTION
 AB6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6195+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 AB6195
 AB6195  HISTORY     - Date     Condition        Report By
 AB6195  HISTORY     - 1950     MONUMENTED       CGS
 AB6195  HISTORY     - 19950524 GOOD             NGS
 AB6195
 AB6195                          STATION DESCRIPTION
 AB6195
 AB6195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6195'33.7 KM (20.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB6195'OFFICE IN UNION CENTER, 123.0 M (403.5 FT) EAST OF MILEPOST 60, 87.8 M
 AB6195'(288.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) NORTH OF
 AB6195'THE CENTER OF AN ABANDONED ROAD BED, 9.3 M (30.5 FT) WEST OF
 AB6195'TRIANGULATION STATION FOURCHE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 AB6195'HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS
 AB6195'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AB6195'PROPERTY OWNED BY RALPH BACHAND, 851 DUDLEY STREET, STURGIS, SD 57785,
 AB6195'TELEPHONE NUMBER (605) 347-4375.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2266 ***********************************************************************
 PU2266  DESIGNATION -  FOURMILE
 PU2266  PID         -  PU2266
 PU2266  STATE/COUNTY-  SD/BUTTE
 PU2266  COUNTRY     -  US
 PU2266  USGS QUAD   -  VOLUNTEER NW (2017)
 PU2266
 PU2266                         *CURRENT SURVEY CONTROL
 PU2266  ______________________________________________________________________
 PU2266* NAD 83(1996) POSITION- 44 38 31.56565(N) 103 12 49.35746(W)   ADJUSTED
 PU2266* NAVD 88 ORTHO HEIGHT -   910.    (meters)     2986.    (feet) SCALED
 PU2266  ______________________________________________________________________
 PU2266  GEOID HEIGHT    -        -16.829 (meters)                     GEOID18
 PU2266  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 PU2266  HORZ ORDER      -  SECOND
 PU2266
 PU2266.The horizontal coordinates were established by classical geodetic methods
 PU2266.and adjusted by the National Geodetic Survey in January 1998.
 PU2266
 PU2266.The orthometric height was scaled from a topographic map.
 PU2266
 PU2266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2266.GEOID18 height accuracy estimate available here.
 PU2266
 PU2266.Click photographs - Photos may exist for this station.
 PU2266
 PU2266.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2266
 PU2266. The following values were computed from the NAD 83(1996) position.
 PU2266
 PU2266;                    North         East     Units Scale Factor Converg.
 PU2266;SPC SD N     -    94,931.838   345,112.620   MT  0.99996445   -2 16 28.1
 PU2266;SPC SD N     -   311,455.54  1,132,256.99   sFT  0.99996445   -2 16 28.1
 PU2266;UTM  13      - 4,944,745.615   641,660.969   MT  0.99984678   +1 15 19.4
 PU2266
 PU2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2266!SPC SD N     -   0.99985990  x   0.99996445  =   0.99982436
 PU2266!UTM  13      -   0.99985990  x   0.99984678  =   0.99970670
 PU2266
 PU2266:                Primary Azimuth Mark                     Grid Az
 PU2266:SPC SD N     -  FOURMILE AZ MK                           105 48 53.1
 PU2266:UTM  13      -  FOURMILE AZ MK                           102 17 05.6
 PU2266
 PU2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4166044745(NAD 83)
 PU2266
 PU2266|---------------------------------------------------------------------|
 PU2266| PID    Reference Object                     Distance      Geod. Az  |
 PU2266|                                                           dddmmss.s |
 PU2266| CQ3785 FOURMILE RM 2                        13.283 METERS 03834     |
 PU2266| CQ3783 FOURMILE AZ MK                                     1033225.0 |
 PU2266| CQ3784 FOURMILE RM 1                        14.031 METERS 13132     |
 PU2266|---------------------------------------------------------------------|
 PU2266
 PU2266                          SUPERSEDED SURVEY CONTROL
 PU2266
 PU2266  NAD 83(1993)-  44 38 31.55854(N)    103 12 49.35713(W) AD(       ) 2
 PU2266  NAD 83(1986)-  44 38 31.55517(N)    103 12 49.35306(W) AD(       ) 2
 PU2266  NAD 27      -  44 38 31.60570(N)    103 12 47.70870(W) AD(       ) 2
 PU2266
 PU2266.Superseded values are not recommended for survey control.
 PU2266
 PU2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2266.See file dsdata.pdf to determine how the superseded data were derived.
 PU2266
 PU2266_MARKER: DB = BENCH MARK DISK
 PU2266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2266_MARK LOGO: USGS
 PU2266_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2266
 PU2266  HISTORY     - Date     Condition        Report By
 PU2266  HISTORY     - UNK      MONUMENTED       USGS
 PU2266  HISTORY     - 1950     GOOD             CGS
 PU2266  HISTORY     - 1962     GOOD             CGS
 PU2266
 PU2266                          STATION DESCRIPTION
 PU2266
 PU2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2266'THE STATION IS LOCATED ABOUT 11-3/4 MILES SOUTHEAST OF NEWELL,
 PU2266'8-1/2 MILES EAST AND 1-1/2 MILE NORTH OF VALE, ON A LOW
 PU2266'ROUND-TOPPED KNOLL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PU2266'VICINITY.  IT IS 8 FEET SOUTH OF A WITNESS POST.
 PU2266'
 PU2266'TO REACH THE STATION FROM THE VALE POST OFFICE GO EAST ON
 PU2266'A GRAVELED ROAD FOR 6.5 MILES TO POINT WHERE MAIN ROAD TURNS
 PU2266'NORTH.  CONTINUE NORTH AND NORTHEASTERLY ON MAIN ROAD 1
 PU2266'MILE TO STEEL BRIDGE OVER THE BELLE FOURCHE RIVER.  CROSS
 PU2266'BRIDGE AND CONTINUE 0.15 MILE TO A FORK.  TAKE MIDDLE FORK
 PU2266'STRAIGHT AHEAD FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK 0.15
 PU2266'MILE TO DIAGONAL CROSS TRAILS.  CONTINUE STRAIGHT AHEAD ON
 PU2266'TRACK ROAD FOR 0.45 MILE TO A CATTLE GUARD AND WIRE GATE.
 PU2266'CROSS CATTLE GUARD OR PASS THROUGH GATE AND CONTINUE ON WELL
 PU2266'TRAVELED TRACK ROAD FOR 1.9 MILES TO TWO WIRE GATES.  PASS
 PU2266'THROUGH LEFT OF THE TWO GATES AND FOLLOW TRACK ROAD FOR
 PU2266'0.15 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT AND PASS
 PU2266'THROUGH GATE AND FOLLOW TRACK ROAD NORTHERLY FOR 0.3 MILE
 PU2266'TO A FORK.  TAKE LEFT FORK FOR 0.25 MILE TO A WIRE GATE AT A
 PU2266'FENCE CORNER AND AZIMUTH MARK JUST WEST OF THE GATE.
 PU2266'PASS THROUGH GATE AND TURN LEFT AND GO WEST ALONG NORTH
 PU2266'SIDE OF FENCE FOR 0.35 MILE.  TURN RIGHT AND GO
 PU2266'NORTHWESTERLY FOR 0.1 MILE TO HIGHEST POINT OF KNOLL AND
 PU2266'STATION.
 PU2266'
 PU2266'THE STATION MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 PU2266'UNSTAMPED.
 PU2266'
 PU2266'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES, AND THE DISK
 PU2266'IS STAMPED FOURMILE USGS NO 1 1950.
 PU2266'
 PU2266'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES, AND THE DISK
 PU2266'IS STAMPED FOURMILE USGS NO 2 1950.
 PU2266'
 PU2266'THE AZIMUTH MARK IS 10 FEET WEST OF THE WEST GATE POST OF THE
 PU2266'WIRE GATE, 7 FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF
 PU2266'AN EAST-WEST BARBED WIRE FENCE.  THE MARK PROJECTS ABOUT
 PU2266'8-INCHES AND THE DISK IS STAMPED FOURMILE USGS 1950.
 PU2266'
 PU2266'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2266'MARK DISK CAPPED ON A FOUR INCH IRON PIPE.  REFERENCE AND
 PU2266'AZIMUTH MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2266'CONCRETE CYLINDERS.
 PU2266
 PU2266                          STATION RECOVERY (1962)
 PU2266
 PU2266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2266'THE STATION WAS LOCATED AND ALL MARKS WERE FOUND IN GOOD
 PU2266'CONDITION.  THE DISTANCE AND DIRECTION TO THE MARKS WERE
 PU2266'CHECKED IN THE FIELD.  THE DIRECTION TO REFERENCE MARK NO. 1
 PU2266'WAS FOUND TO BE 2 MINUTES GREATER.  A NEW TO REACH FOLLOWS--
 PU2266'
 PU2266'TO REACH THE STATION FROM THE POST OFFICE IN VALE, GO EAST
 PU2266'ON MAIN GRAVELED ROAD FOR 6.6 MILES TO WHERE THE ROAD TURNS
 PU2266'NORTH.  TURN LEFT, NORTH AND EAST ON MAIN GRAVEL ROAD FOR 1.0
 PU2266'MILE TO A STEEL BRIDGE OVER THE BELLE FOURCHE RIVER.  CONTINUE
 PU2266'EAST ON GRAVEL ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 PU2266'NORTHEAST ON BLADED ROAD FOR 0.5 MILE TO A WIRE GATE AND OLD
 PU2266'CATTLE GUARD ON THE LEFT.  PASS THROUGH GATE AND CONTINUE EAST
 PU2266'FOR 0.5 MILES TO TWO WIRE GATES.  PASS THROUGH THE LEFT GATE
 PU2266'AND CONTINUE EAST FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 PU2266'LEFT, NORTH AND FOLLOW THE DIM TRACK ROAD NORTH AND
 PU2266'NORTHWEST FOR 0.8 MILE TO THE STATION ON THE RIGHT AS
 PU2266'DESCRIBED.
 PU2266'
 PU2266'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS
 PU2266'PASTURE FOR 0.35 MILE TO THE MARK AS DESCRIBED.
 PU2266'
 PU2266'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2266'MARK DISK CAPPED ON A 4-INCH IRON PIPE.  IT PROJECTS 10
 PU2266'INCHES AND IS UNSTAMPED.  IT IS 166 FEET NORTH OF A
 PU2266'NORTHWEST-SOUTHEAST TRACK ROAD AND 9 FEET SOUTH OF A WOODEN
 PU2266'WITNESS POST.
 PU2266'
 PU2266'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2266'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 6 INCHES
 PU2266'AND IS STAMPED FOURMILE USGS NO 1 1950.
 PU2266'
 PU2266'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2266'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 PU2266'AND IS STAMPED FOURMILE USGS NO 2 1950.
 PU2266'
 PU2266'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2266'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 6 INCHES
 PU2266'AND IS STAMPED FOURMILE USGS 1950.  IT IS 7 FEET WEST OF
 PU2266'A WOODEN WITNESS POST AND 1 FOOT NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1094 ***********************************************************************
 PU1094  DESIGNATION -  FOX
 PU1094  PID         -  PU1094
 PU1094  STATE/COUNTY-  SD/BUTTE
 PU1094  COUNTRY     -  US
 PU1094  USGS QUAD   -  CASTLE ROCK (2017)
 PU1094
 PU1094                         *CURRENT SURVEY CONTROL
 PU1094  ______________________________________________________________________
 PU1094* NAD 83(1996) POSITION- 44 55 20.45081(N) 103 25 20.05436(W)   ADJUSTED
 PU1094* NAVD 88 ORTHO HEIGHT -   942.746 (meters)     3092.99  (feet) ADJUSTED
 PU1094  ______________________________________________________________________
 PU1094  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 PU1094  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 PU1094  DYNAMIC HEIGHT  -        942.516 (meters)     3092.24  (feet) COMP
 PU1094  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 PU1094
 PU1094  HORZ ORDER      -  SECOND
 PU1094  VERT ORDER      -  SECOND    CLASS 0
 PU1094
 PU1094.The horizontal coordinates were established by classical geodetic methods
 PU1094.and adjusted by the National Geodetic Survey in January 1998.
 PU1094
 PU1094.The orthometric height was determined by differential leveling and
 PU1094.adjusted by the NATIONAL GEODETIC SURVEY
 PU1094.in June 1991.
 PU1094
 PU1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1094.GEOID18 height accuracy estimate available here.
 PU1094
 PU1094.Click photographs - Photos may exist for this station.
 PU1094
 PU1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1094
 PU1094.The dynamic height is computed by dividing the NAVD 88
 PU1094.geopotential number by the normal gravity value computed on the
 PU1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1094.degrees latitude (g = 980.6199 gals.).
 PU1094
 PU1094.The modeled gravity was interpolated from observed gravity values.
 PU1094
 PU1094. The following values were computed from the NAD 83(1996) position.
 PU1094
 PU1094;                    North         East     Units Scale Factor Converg.
 PU1094;SPC SD N     -   126,723.351   329,899.426   MT  0.99994163   -2 25 19.4
 PU1094;SPC SD N     -   415,758.19  1,082,345.03   sFT  0.99994163   -2 25 19.4
 PU1094;UTM  13      - 4,975,535.061   624,519.753   MT  0.99979066   +1 06 51.4
 PU1094
 PU1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1094!SPC SD N     -   0.99985478  x   0.99994163  =   0.99979642
 PU1094!UTM  13      -   0.99985478  x   0.99979066  =   0.99964548
 PU1094
 PU1094:                Primary Azimuth Mark                     Grid Az
 PU1094:SPC SD N     -  ROCK                                     359 59 57.6
 PU1094:UTM  13      -  ROCK                                     356 27 46.8
 PU1094
 PU1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2451975535(NAD 83)
 PU1094
 PU1094|---------------------------------------------------------------------|
 PU1094| PID    Reference Object                     Distance      Geod. Az  |
 PU1094|                                                           dddmmss.s |
 PU1094| PU1093 FOX RM 1                              7.606 METERS 22554     |
 PU1094| PU1095 FOX RM 2                             10.131 METERS 32718     |
 PU1094| PU1102 ROCK                                APPROX. 3.7 KM 3573438.2 |
 PU1094|---------------------------------------------------------------------|
 PU1094
 PU1094                          SUPERSEDED SURVEY CONTROL
 PU1094
 PU1094  NAD 83(1993)-  44 55 20.44515(N)    103 25 20.05276(W) AD(       ) 2
 PU1094  NAD 83(1986)-  44 55 20.44080(N)    103 25 20.04972(W) AD(       ) 2
 PU1094  NAD 27      -  44 55 20.48080(N)    103 25 18.37800(W) AD(       ) 2
 PU1094  NGVD 29 (??/??/92)  942.271  (m)         3091.43   (f) ADJ UNCH    2 0
 PU1094  NGVD 29             942.27   (m)         3091.4    (f) LEVELING    3  
 PU1094
 PU1094.Superseded values are not recommended for survey control.
 PU1094
 PU1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1094.See file dsdata.pdf to determine how the superseded data were derived.
 PU1094
 PU1094_MARKER: DS = TRIANGULATION STATION DISK
 PU1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1094_STAMPING: FOX 1962
 PU1094_MARK LOGO: CGS
 PU1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1094+STABILITY: SURFACE MOTION
 PU1094
 PU1094  HISTORY     - Date     Condition        Report By
 PU1094  HISTORY     - 1962     MONUMENTED       CGS
 PU1094  HISTORY     - 1963     GOOD             CGS
 PU1094
 PU1094                          STATION DESCRIPTION
 PU1094
 PU1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1094'THE STATION IS LOCATED ON A LOW MOUND LIKE HILL ABOUT 14.0
 PU1094'MILES NORTH OF NEWELL, 3.0 MILES SOUTH OF CASTLE ROCK AND ABOUT
 PU1094'300 FEET SOUTH OF WOODEN CORRAL.
 PU1094'
 PU1094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PU1094'AND STATE HIGHWAY 79 IN THE NORTHEAST CORNER OF NEWELL.  GO
 PU1094'NORTH ON STATE HIGHWAY 79 FOR 10.2 MILES TO A BRIDGE OVER SOUTH
 PU1094'WILLOW CREEK, CONTINUE NORTH ON STATE HIGHWAY 79 FOR 2.8 MILES
 PU1094'TO A BRIDGE OVER NORTH WILLOW CREEK, CONTINUE NORTH ON STATE
 PU1094'HIGHWAY 79 FOR 1.5 MILES TO A WIRE GATE ON THE EAST SIDE OF
 PU1094'THE HIGHWAY AT THE SUMMIT OF A LOW GRADE.  TURN RIGHT, PASS
 PU1094'THROUGH GATE, AND GO EAST-SOUTHEAST FOR 0.1 MILE TO TOP
 PU1094'OF HILL AND STATION.
 PU1094'
 PU1094'THE STATION MARK IS A STANDARD DISK STAMPED FOX 1962 SET
 PU1094'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN
 PU1094'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 PU1094'GROUND.
 PU1094'
 PU1094'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FOX NO
 PU1094'1 1962 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12
 PU1094'INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 PU1094'OF THE GROUND.  IT IS ABOUT 1-1/2 FEET LOWER THAN THE STATION
 PU1094'MARK.
 PU1094'
 PU1094'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOX NO 2 1962
 PU1094'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 PU1094'IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 PU1094'OF THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 PU1094
 PU1094                          STATION RECOVERY (1963)
 PU1094
 PU1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1094'3.1 MI S FROM CASTLE ROCK.
 PU1094'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1094'OFFICE AT CASTLE ROCK, THENCE 0.15 MILE SOUTHEAST ALONG A
 PU1094'TRACK ROAD, AT THE CREST OF A SLIGHT HILL, 33.4 FEET SOUTHEAST
 PU1094'OF R.M. 2, 25.0 FEET NORTHEAST OF R.M. 1, AND SET IN THE TOP
 PU1094'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2172 ***********************************************************************
 PU2172  DESIGNATION -  FOX
 PU2172  PID         -  PU2172
 PU2172  STATE/COUNTY-  SD/PENNINGTON
 PU2172  COUNTRY     -  US
 PU2172  USGS QUAD   -  CREIGHTON (2017)
 PU2172
 PU2172                         *CURRENT SURVEY CONTROL
 PU2172  ______________________________________________________________________
 PU2172* NAD 83(1996) POSITION- 44 19 18.23940(N) 102 12 52.11682(W)   ADJUSTED
 PU2172* NAVD 88 ORTHO HEIGHT -   856.    (meters)     2808.    (feet) SCALED
 PU2172  ______________________________________________________________________
 PU2172  GEOID HEIGHT    -        -19.347 (meters)                     GEOID18
 PU2172  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 PU2172  HORZ ORDER      -  SECOND
 PU2172
 PU2172.The horizontal coordinates were established by classical geodetic methods
 PU2172.and adjusted by the National Geodetic Survey in January 1998.
 PU2172
 PU2172.The orthometric height was scaled from a topographic map.
 PU2172
 PU2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2172.GEOID18 height accuracy estimate available here.
 PU2172
 PU2172.Click photographs - Photos may exist for this station.
 PU2172
 PU2172.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2172
 PU2172. The following values were computed from the NAD 83(1996) position.
 PU2172
 PU2172;                    North         East     Units Scale Factor Converg.
 PU2172;SPC SD S     -   222,602.033   449,953.839   MT  0.99998225   -1 17 51.8
 PU2172;SPC SD S     -   730,320.17  1,476,223.55   sFT  0.99998225   -1 17 51.8
 PU2172;UTM  13      - 4,911,381.993   722,118.685   MT  1.00020679   +1 56 49.2
 PU2172
 PU2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2172!SPC SD S     -   0.99986876  x   0.99998225  =   0.99985101
 PU2172!UTM  13      -   0.99986876  x   1.00020679  =   1.00007552
 PU2172
 PU2172:                Primary Azimuth Mark                     Grid Az
 PU2172:SPC SD S     -  FOX AZ MK                                084 06 16.2
 PU2172:UTM  13      -  FOX AZ MK                                080 51 35.2
 PU2172
 PU2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2211811381(NAD 83)
 PU2172
 PU2172|---------------------------------------------------------------------|
 PU2172| PID    Reference Object                     Distance      Geod. Az  |
 PU2172|                                                           dddmmss.s |
 PU2172| CQ3786 FOX AZ MK                                          0824824.4 |
 PU2172| CQ3787 FOX RM 1                             13.577 METERS 16933     |
 PU2172| CQ3788 FOX RM 2                             11.924 METERS 27854     |
 PU2172|---------------------------------------------------------------------|
 PU2172
 PU2172                          SUPERSEDED SURVEY CONTROL
 PU2172
 PU2172  NAD 83(1986)-  44 19 18.23177(N)    102 12 52.11849(W) AD(       ) 2
 PU2172  NAD 27      -  44 19 18.28390(N)    102 12 50.54970(W) AD(       ) 2
 PU2172
 PU2172.Superseded values are not recommended for survey control.
 PU2172
 PU2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2172.See file dsdata.pdf to determine how the superseded data were derived.
 PU2172
 PU2172_MARKER: DS = TRIANGULATION STATION DISK
 PU2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2172_STAMPING: FOX 1950
 PU2172_MARK LOGO: CGS
 PU2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2172+STABILITY: SURFACE MOTION
 PU2172
 PU2172  HISTORY     - Date     Condition        Report By
 PU2172  HISTORY     - 1950     MONUMENTED       CGS
 PU2172  HISTORY     - 1951     GOOD             CGS
 PU2172  HISTORY     - 1961     GOOD             CGS
 PU2172
 PU2172                          STATION DESCRIPTION
 PU2172
 PU2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2172'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF CREIGHTON, ON
 PU2172'THE HIGHEST POINT AND NEAR THE SOUTHERLY EDGE OF A CULTIVATED
 PU2172'FIELD, 0.2 MILE SOUTHEAST OF A FENCE CORNER, AND 25 FEET NORTH
 PU2172'OF A WIRE FENCE AND A WITNESS POST.
 PU2172'
 PU2172'TO REACH THE STATION FROM THE CREIGHTON POST OFFICE, GO NORTH
 PU2172'FOR 4.85 MILES TO A SIDE ROAD AND A SCHOOL HOUSE ON THE LEFT.
 PU2172'THEN LEFT, WEST, FOR 1.0 MILE.  THEN RIGHT, NORTH, ON A TRACK
 PU2172'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PU2172'TURN LEFT, WEST, FOR 0.45 MILE TO A FENCE CORNER.  THEN SHARP
 PU2172'LEFT, ALONG THE NORTHERLY SIDE OF THE FENCE, FOR 0.2 MILE TO
 PU2172'THE STATION AS DESCRIBED.
 PU2172'
 PU2172'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PU2172'FOX 1950.
 PU2172'
 PU2172'REFERENCE MARK NO. 1 IS AT THE SOUTHERLY EDGE OF THE CULTIVATED
 PU2172'FIELD AND IN THE FENCE LINE.  IT PROJECTS 6 INCHES, AND THE
 PU2172'DISK IS STAMPED FOX NO 1 1950.
 PU2172'
 PU2172'REFERENCE MARK NO. 2 IS AT THE SOUTHERLY EDGE OF THE CULTIVATED
 PU2172'FIELD AND IN THE FENCE LINE.  IT PROJECTS 6 INCHES, AND THE
 PU2172'DISK IS STAMPED FOX NO 2 1950.
 PU2172'
 PU2172'THE AZIMUTH MARK IS 14 FEET EAST OF THE CENTER OF A TRACK ROAD,
 PU2172'6 FEET WEST OF A WIRE FENCE, 2 FEET SOUTH EAST OF A WITNESS
 PU2172'POST, AND 1 FOOT SOUTH OF A TELEPHONE POLE.  IT PROJECTS 8
 PU2172'INCHES, AND THE DISK IS STAMPED FOX 1950.
 PU2172'
 PU2172'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2172'CYLINDERS.
 PU2172
 PU2172                          STATION RECOVERY (1951)
 PU2172
 PU2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2172'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  THE
 PU2172'STAMPINGS ON THE MARKS ARE AS DESCRIBED IN 1950.  THE ORIGINAL
 PU2172'DESCRIPTION IS ACCURATE AND ADEQUATE.
 PU2172
 PU2172                          STATION RECOVERY (1961)
 PU2172
 PU2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2172'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 PU2172'WERE RECOVERED, FOUND TO BE AS DESCRIBED IN 1950 AND IN GOOD
 PU2172'CONDITION.
 PU2172'
 PU2172'A METAL WITNESS POST WITH SIGN WAS SET AT THE STATION THIS
 PU2172'YEAR.  IT IS 44.6 FEET SOUTH OF THE STATION MARK AND 1.3 FEET
 PU2172'SOUTHEAST OF REFERENCE MARK 1.
 PU2172'
 PU2172'A METAL WITNESS POST WITH SIGN WAS SET AT THE AZIMUTH MARK
 PU2172'THIS YEAR.  IT IS 6.0 FEET EAST OF THE MARK.
 PU2172'
 PU2172'THE 1950 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND
 PU2172'TO BE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0753 ***********************************************************************
 QS0753  DESIGNATION -  FOX ISLAND
 QS0753  PID         -  QS0753
 QS0753  STATE/COUNTY-  SD/WALWORTH
 QS0753  COUNTRY     -  US
 QS0753  USGS QUAD   -  MOREAU NE (2017)
 QS0753
 QS0753                         *CURRENT SURVEY CONTROL
 QS0753  ______________________________________________________________________
 QS0753* NAD 83(1996) POSITION- 45 28 32.38863(N) 100 18 12.01866(W)   ADJUSTED
 QS0753* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 QS0753  ______________________________________________________________________
 QS0753  GEOID HEIGHT    -        -22.024 (meters)                     GEOID18
 QS0753  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 QS0753  HORZ ORDER      -  SECOND
 QS0753
 QS0753.The horizontal coordinates were established by classical geodetic methods
 QS0753.and adjusted by the National Geodetic Survey in January 1998.
 QS0753
 QS0753.The orthometric height was scaled from a topographic map.
 QS0753
 QS0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0753.GEOID18 height accuracy estimate available here.
 QS0753
 QS0753.Click photographs - Photos may exist for this station.
 QS0753
 QS0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0753
 QS0753. The following values were computed from the NAD 83(1996) position.
 QS0753
 QS0753;                    North         East     Units Scale Factor Converg.
 QS0753;SPC SD N     -   182,547.841   576,282.287   MT  0.99996653   -0 12 52.9
 QS0753;SPC SD N     -   598,909.04  1,890,686.14   sFT  0.99996653   -0 12 52.9
 QS0753;UTM  14      - 5,036,618.923   398,130.606   MT  0.99972759   -0 55 45.5
 QS0753
 QS0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0753!SPC SD N     -   0.99991310  x   0.99996653  =   0.99987963
 QS0753!UTM  14      -   0.99991310  x   0.99972759  =   0.99964071
 QS0753
 QS0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9813036618(NAD 83)
 QS0753
 QS0753                          SUPERSEDED SURVEY CONTROL
 QS0753
 QS0753  NAD 83(1986)-  45 28 32.37928(N)    100 18 12.01848(W) AD(       ) 2
 QS0753  NAD 27      -  45 28 32.41000(N)    100 18 10.55100(W) AD(       ) 2
 QS0753  MORC        -  45 28 29.75000(N)    100 18 10.20000(W) AD(       ) 3
 QS0753
 QS0753.Superseded values are not recommended for survey control.
 QS0753
 QS0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0753.See file dsdata.pdf to determine how the superseded data were derived.
 QS0753
 QS0753_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QS0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0753_MARK LOGO: MORC
 QS0753_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0753
 QS0753  HISTORY     - Date     Condition        Report By
 QS0753  HISTORY     - 1889     MONUMENTED       MORC
 QS0753  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0753
 QS0753                          STATION DESCRIPTION
 QS0753
 QS0753'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0753'LOCATED ON THE LEFT BANK, ON A PROJECTING POINT OF A RANGE
 QS0753'OF HILLS, ABOUT 2-1/2 MILES N FROM BOX ISLAND.  THE HILL IS
 QS0753'THE MOST PROMINENT AS SEEN FROM THE RIVER BUT THERE IS HIGHER
 QS0753'LAND 1/2 MILE E.  THE STATION IS ABOUT 3/4 MILE E FROM BLUE
 QS0753'BLANKET CREEK.  IT IS MARKED BY THE USUAL STONE AND A U.S.B.M.
 QS0753'PIPE.
 QS0753
 QS0753                          STATION RECOVERY (1945)
 QS0753
 QS0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0753'THE AREA IN THE VICINITY OF THIS STATION WAS SEARCHED AND AN
 QS0753'OLD CAIRN WAS FOUND AT THE APPARENT SITE OF THE STATION.
 QS0753'CONSIDERABLE DIGGING WAS DONE HERE BUT NO MARK WAS FOUND.
 QS0753'THE MOST PROMINENT HILL IN THE RANGE AS VIEWED FROM THE RIVER
 QS0753'DID NOT APPEAR TO BE THE STATION SITE.  THE STATION IS BELIEVED
 QS0753'TO BE LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1093 ***********************************************************************
 PU1093  DESIGNATION -  FOX RM 1
 PU1093  PID         -  PU1093
 PU1093  STATE/COUNTY-  SD/BUTTE
 PU1093  COUNTRY     -  US
 PU1093  USGS QUAD   -  CASTLE ROCK (2017)
 PU1093
 PU1093                         *CURRENT SURVEY CONTROL
 PU1093  ______________________________________________________________________
 PU1093* NAD 83(1986) POSITION- 44 55 20.28   (N) 103 25 20.30   (W)   HD_HELD1
 PU1093* NAVD 88 ORTHO HEIGHT -   942.123 (meters)     3090.95  (feet) ADJUSTED
 PU1093  ______________________________________________________________________
 PU1093  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 PU1093  DYNAMIC HEIGHT  -        941.893 (meters)     3090.19  (feet) COMP
 PU1093  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 PU1093
 PU1093  VERT ORDER      -  SECOND    CLASS 0
 PU1093
 PU1093.The horizontal coordinates were determined by differentially corrected
 PU1093.hand held GPS observations or other comparable positioning techniques
 PU1093.and have an estimated accuracy of +/- 3 meters.
 PU1093
 PU1093.The orthometric height was determined by differential leveling and
 PU1093.adjusted by the NATIONAL GEODETIC SURVEY
 PU1093.in June 1991.
 PU1093
 PU1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1093.GEOID18 height accuracy estimate available here.
 PU1093
 PU1093.Click photographs - Photos may exist for this station.
 PU1093
 PU1093.The dynamic height is computed by dividing the NAVD 88
 PU1093.geopotential number by the normal gravity value computed on the
 PU1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1093.degrees latitude (g = 980.6199 gals.).
 PU1093
 PU1093.The modeled gravity was interpolated from observed gravity values.
 PU1093
 PU1093;                    North         East    Units  Estimated Accuracy
 PU1093;SPC SD N     -   126,718.3     329,893.8     MT  (+/- 3 meters HH1 GPS) 
 PU1093
 PU1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2451475529(NAD 83)
 PU1093
 PU1093                          SUPERSEDED SURVEY CONTROL
 PU1093
 PU1093  NGVD 29 (??/??/92)  941.648  (m)         3089.39   (f) ADJ UNCH    2 0
 PU1093
 PU1093.Superseded values are not recommended for survey control.
 PU1093
 PU1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1093.See file dsdata.pdf to determine how the superseded data were derived.
 PU1093
 PU1093_MARKER: DR = REFERENCE MARK DISK
 PU1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1093_STAMPING: FOX NO 1 1962
 PU1093_MARK LOGO: CGS
 PU1093_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1093+STABILITY: SURFACE MOTION
 PU1093
 PU1093  HISTORY     - Date     Condition        Report By
 PU1093  HISTORY     - 1962     MONUMENTED       CGS
 PU1093  HISTORY     - 1963     GOOD             CGS
 PU1093
 PU1093                          STATION DESCRIPTION
 PU1093
 PU1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1093'3.1 MI S FROM CASTLE ROCK.
 PU1093'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1093'OFFICE AT CASTLE ROCK, THENCE 0.15 MILE SOUTHEAST ALONG A TRACK
 PU1093'ROAD, 45.5 FEET SOUTH OF R.M. 2, 25.0 FEET SOUTHWEST OF THE
 PU1093'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1093'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1095 ***********************************************************************
 PU1095  DESIGNATION -  FOX RM 2
 PU1095  PID         -  PU1095
 PU1095  STATE/COUNTY-  SD/BUTTE
 PU1095  COUNTRY     -  US
 PU1095  USGS QUAD   -  CASTLE ROCK (2017)
 PU1095
 PU1095                         *CURRENT SURVEY CONTROL
 PU1095  ______________________________________________________________________
 PU1095* NAD 83(1986) POSITION- 44 55 20.73   (N) 103 25 20.30   (W)   HD_HELD1
 PU1095* NAVD 88 ORTHO HEIGHT -   942.001 (meters)     3090.55  (feet) ADJUSTED
 PU1095  ______________________________________________________________________
 PU1095  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 PU1095  DYNAMIC HEIGHT  -        941.772 (meters)     3089.80  (feet) COMP
 PU1095  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 PU1095
 PU1095  VERT ORDER      -  SECOND    CLASS 0
 PU1095
 PU1095.The horizontal coordinates were determined by differentially corrected
 PU1095.hand held GPS observations or other comparable positioning techniques
 PU1095.and have an estimated accuracy of +/- 3 meters.
 PU1095
 PU1095.The orthometric height was determined by differential leveling and
 PU1095.adjusted by the NATIONAL GEODETIC SURVEY
 PU1095.in June 1991.
 PU1095
 PU1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1095.GEOID18 height accuracy estimate available here.
 PU1095
 PU1095.Click photographs - Photos may exist for this station.
 PU1095
 PU1095.The dynamic height is computed by dividing the NAVD 88
 PU1095.geopotential number by the normal gravity value computed on the
 PU1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1095.degrees latitude (g = 980.6199 gals.).
 PU1095
 PU1095.The modeled gravity was interpolated from observed gravity values.
 PU1095
 PU1095;                    North         East    Units  Estimated Accuracy
 PU1095;SPC SD N     -   126,732.2     329,894.4     MT  (+/- 3 meters HH1 GPS) 
 PU1095
 PU1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2451475543(NAD 83)
 PU1095
 PU1095                          SUPERSEDED SURVEY CONTROL
 PU1095
 PU1095  NGVD 29 (??/??/92)  941.527  (m)         3088.99   (f) ADJ UNCH    2 0
 PU1095
 PU1095.Superseded values are not recommended for survey control.
 PU1095
 PU1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1095.See file dsdata.pdf to determine how the superseded data were derived.
 PU1095
 PU1095_MARKER: DR = REFERENCE MARK DISK
 PU1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1095_STAMPING: FOX NO 2 1962
 PU1095_MARK LOGO: CGS
 PU1095_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1095+STABILITY: SURFACE MOTION
 PU1095
 PU1095  HISTORY     - Date     Condition        Report By
 PU1095  HISTORY     - 1962     MONUMENTED       CGS
 PU1095  HISTORY     - 1963     GOOD             CGS
 PU1095
 PU1095                          STATION DESCRIPTION
 PU1095
 PU1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1095'3.1 MI S FROM CASTLE ROCK.
 PU1095'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1095'OFFICE AT CASTLE ROCK, THENCE 0.15 MILE SOUTHEAST ALONG A TRACK
 PU1095'ROAD, 45.5 FEET NORTH OF R.M. 1, 33.4 FEET NORTHWEST OF THE
 PU1095'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1095'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0843 ***********************************************************************
 OR0843  DESIGNATION -  FRANEK
 OR0843  PID         -  OR0843
 OR0843  STATE/COUNTY-  SD/BUFFALO
 OR0843  COUNTRY     -  US
 OR0843  USGS QUAD   -  PUKWANA NE (2017)
 OR0843
 OR0843                         *CURRENT SURVEY CONTROL
 OR0843  ______________________________________________________________________
 OR0843* NAD 83(1996) POSITION- 43 58 49.64640(N) 099 02 48.72616(W)   ADJUSTED
 OR0843* NAVD 88 ORTHO HEIGHT -   524.94  (+/-2cm)     1722.2   (feet) VERTCON3
 OR0843  ______________________________________________________________________
 OR0843  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 OR0843  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 OR0843  HORZ ORDER      -  FIRST
 OR0843  VERT ORDER      -  THIRD ? (See Below)
 OR0843
 OR0843.The horizontal coordinates were established by classical geodetic methods
 OR0843.and adjusted by the National Geodetic Survey in January 1998.
 OR0843
 OR0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0843
 OR0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0843.GEOID18 height accuracy estimate available here.
 OR0843
 OR0843.The vertical order pertains to the NGVD 29 superseded value.
 OR0843
 OR0843.Click photographs - Photos may exist for this station.
 OR0843
 OR0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0843
 OR0843. The following values were computed from the NAD 83(1996) position.
 OR0843
 OR0843;                    North         East     Units Scale Factor Converg.
 OR0843;SPC SD S     -   183,782.944   703,204.637   MT  0.99992681   +0 53 14.9
 OR0843;SPC SD S     -   602,961.21  2,307,097.21   sFT  0.99992681   +0 53 14.9
 OR0843;UTM  14      - 4,869,703.351   496,241.136   MT  0.99960017   -0 01 57.2
 OR0843
 OR0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0843!SPC SD S     -   0.99992165  x   0.99992681  =   0.99984846
 OR0843!UTM  14      -   0.99992165  x   0.99960017  =   0.99952185
 OR0843
 OR0843:                Primary Azimuth Mark                     Grid Az
 OR0843:SPC SD S     -  FRANEK AZ MK                             180 58 30.8
 OR0843:UTM  14      -  FRANEK AZ MK                             181 53 42.9
 OR0843
 OR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9624169703(NAD 83)
 OR0843
 OR0843|---------------------------------------------------------------------|
 OR0843| PID    Reference Object                     Distance      Geod. Az  |
 OR0843|                                                           dddmmss.s |
 OR0843| CO3119 FRANEK RM 1                          35.040 METERS 00557     |
 OR0843| CO3120 FRANEK RM 2                          23.010 METERS 17318     |
 OR0843| CO3118 FRANEK AZ MK                                       1815145.7 |
 OR0843|---------------------------------------------------------------------|
 OR0843
 OR0843                          SUPERSEDED SURVEY CONTROL
 OR0843
 OR0843  NAD 83(1986)-  43 58 49.64553(N)    099 02 48.73264(W) AD(       ) 1
 OR0843  NAD 27      -  43 58 49.66600(N)    099 02 47.38200(W) AD(       ) 1
 OR0843  NGVD 29             524.61   (m)         1721.2    (f) LEVELING    3  
 OR0843
 OR0843.Superseded values are not recommended for survey control.
 OR0843
 OR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0843.See file dsdata.pdf to determine how the superseded data were derived.
 OR0843
 OR0843_MARKER: DS = TRIANGULATION STATION DISK
 OR0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0843_STAMPING: FRANEK 1934
 OR0843_MARK LOGO: CGS
 OR0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0843+STABILITY: SURFACE MOTION
 OR0843
 OR0843  HISTORY     - Date     Condition        Report By
 OR0843  HISTORY     - 1934     MONUMENTED       CGS
 OR0843  HISTORY     - 1948     GOOD             CGS
 OR0843
 OR0843                          STATION DESCRIPTION
 OR0843
 OR0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0843'STATION IS LOCATED ON THE RIGHT-OF-WAY OF COUNTY ROAD ABOUT
 OR0843'250 YARDS N OF THE SW CORNER OF SEC. 18, T 106 N, R 68 W,
 OR0843'IN EL DORADO TOWNSHIP, ABOUT 4.75 MILES SW OF GANN VALLEY.
 OR0843'
 OR0843'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0843'BRONZE DISKS SET IN CONCRETE.
 OR0843'
 OR0843'REFERENCE MARK NO. 1 IS 20 FEET E OF CENTER LINE OF DIRT
 OR0843'ROAD IN N-S FENCE LINE.
 OR0843'
 OR0843'REFERENCE MARK NO. 2 IS 38 FEET E OF CENTER LINE OF N-S
 OR0843'SECTION LINE ROAD IN N-S FENCE LINE.
 OR0843'
 OR0843'TO REACH THE AZIMUTH MARK FROM CROSSROADS 7.1 MILES E OF SHELBY,
 OR0843'GO N 0.7 MILE.  MARK IS ON THE LEFT (W) SIDE OF ROAD IN
 OR0843'N-S FENCE LINE, AND 30 FEET W OF CENTER LINE OF DIRT ROAD.
 OR0843'
 OR0843'TO REACH THE STATION FROM MAIN CROSS STREET IN CHAMBERLAIN,
 OR0843'GO N ON STATE HIGHWAY 47 FOR 3.5 MILES.  TURN RIGHT (E) ON
 OR0843'DIRT ROAD FOR 2.4 MILES, TURN LEFT (N), GO 1.0 MILE.  TURN
 OR0843'RIGHT (E), GO 3.1 MILES TO CROSSROADS, TURN LEFT (N), GO
 OR0843'6.0 MILES TO SHELBY, TURN RIGHT (E), GO 7.1 MILES, TURN LEFT
 OR0843'(N), GO 2.1 MILES TO TOP OF GRADE AND STATION.  MARK IS 11
 OR0843'FEET W OF FENCE, AND 22 FEET E OF CENTER LINE OF DIRT ROAD.
 OR0843'
 OR0843'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OR0843
 OR0843                          STATION RECOVERY (1948)
 OR0843
 OR0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0843'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OR0843'TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO.
 OR0843'1 AND THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK ALTHOUGH
 OR0843'ATTEMPTED TWICE.  THERE WAS ALSO A DISCREPANCY BETWEEN THE FEET
 OR0843'AND METERS OF THE 1934 MEASUREMENTS.  A COMPLETE NEW DESCRIPTION
 OR0843'FOLLOWS.  STATION IS LOCATED ON A LOW RIDGE ABOUT 5 MILES
 OR0843'SOUTHWEST OF GANN VALLEY ON RIGHT OF WAY OF SECTION LINE
 OR0843'ROAD.  STATION IS 24 FEET EAST OF THE APPROXIMATE CENTERLINE
 OR0843'OF ROAD, 11 FEET WEST OF FENCE AND 10 FEET WEST OF WITNESS
 OR0843'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 OR0843'STAMPED FRANEK 1934.
 OR0843'
 OR0843'REFERENCE MARK NO. 1 IS 114.96 FEET NORTH OF STATION, 22 FEET
 OR0843'EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT WEST
 OR0843'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 OR0843'STAMPED FRANEK NO 1 1934.
 OR0843'
 OR0843'REFERENCE MARK NO. 2 IS 75.49 FEET SOUTH OF STATION, 39 FEET
 OR0843'EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT WEST
 OR0843'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 OR0843'STAMPED FRANEK NO 2 1934.
 OR0843'
 OR0843'AZIMUTH MARK IS APPROXIMATELY 1.45 MILE SOUTH OF STATION,
 OR0843'32 FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND
 OR0843'1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 1 FOOT AND
 OR0843'THE DISK, A STANDARD REFERENCE DISK, IS STAMPED FRANEK AZI
 OR0843'1934.
 OR0843'
 OR0843'TO REACH STATION FROM THE RAILROAD DEPOT IN CHAMBERLAIN GO
 OR0843'NORTH ON STATE HIGHWAY 47 FOR 3.0 MILES TO DIRT T ROAD RIGHT.
 OR0843'TURN RIGHT AND GO EAST FOR 2.4 MILES.  TURN LEFT AND GO NORTH
 OR0843'FOR 1.0 MILE.  TURN RIGHT AND GO EAST FOR 3.1 MILES TO CROSSROADS.
 OR0843'TURN LEFT AND GO NORTH 6.0 MILES TO SHELBY.  TURN RIGHT AND
 OR0843'GO EAST FOR 7.1 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH
 OR0843'FOR 0.75 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD
 OR0843'AS DESCRIBED.  CONTINUE NORTH FOR 1.45 MILE TO TOP OF RIDGE
 OR0843'AND STATION ON THE RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 OR0843'
 OR0843'A 47 FOOT SIGNAL AT STATION KROTZ 1924 IS VISIBLE FROM THE GROUND.
 OR0843'
 OR0843'A 4 FOOT SIGNAL AT STATION GANN 1934 IS VISIBLE FROM THE GROUND.
 OR0843'
 OR0843'A 4 FOOT SIGNAL AT STATION CROW IS VISIBLE FROM THE GROUND.
 OR0843'
 OR0843'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0661 ***********************************************************************
 QS0661  DESIGNATION -  FRANK
 QS0661  PID         -  QS0661
 QS0661  STATE/COUNTY-  SD/CAMPBELL
 QS0661  COUNTRY     -  US
 QS0661  USGS QUAD   -  HERREID (2017)
 QS0661
 QS0661                         *CURRENT SURVEY CONTROL
 QS0661  ______________________________________________________________________
 QS0661* NAD 83(1996) POSITION- 45 46 52.04731(N) 100 04 07.77537(W)   ADJUSTED
 QS0661* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 QS0661  ______________________________________________________________________
 QS0661  GEOID HEIGHT    -        -22.220 (meters)                     GEOID18
 QS0661  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 QS0661  HORZ ORDER      -  SECOND
 QS0661
 QS0661.The horizontal coordinates were established by classical geodetic methods
 QS0661.and adjusted by the National Geodetic Survey in January 1998.
 QS0661
 QS0661.The orthometric height was scaled from a topographic map.
 QS0661
 QS0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0661.GEOID18 height accuracy estimate available here.
 QS0661
 QS0661.Click photographs - Photos may exist for this station.
 QS0661
 QS0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0661
 QS0661. The following values were computed from the NAD 83(1996) position.
 QS0661
 QS0661;                    North         East     Units Scale Factor Converg.
 QS0661;SPC SD N     -   216,455.525   594,647.382   MT  1.00002034   -0 02 55.4
 QS0661;SPC SD N     -   710,154.50  1,950,938.95   sFT  1.00002034   -0 02 55.4
 QS0661;UTM  14      - 5,070,284.807   416,912.695   MT  0.99968487   -0 45 57.8
 QS0661
 QS0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0661!SPC SD N     -   0.99992191  x   1.00002034  =   0.99994225
 QS0661!UTM  14      -   0.99992191  x   0.99968487  =   0.99960680
 QS0661
 QS0661:                Primary Azimuth Mark                     Grid Az
 QS0661:SPC SD N     -  ROY                                      359 44 57.0
 QS0661:UTM  14      -  ROY                                      000 27 59.4
 QS0661
 QS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1691270284(NAD 83)
 QS0661
 QS0661|---------------------------------------------------------------------|
 QS0661| PID    Reference Object                     Distance      Geod. Az  |
 QS0661|                                                           dddmmss.s |
 QS0661| CO4993 FRANK RM 2                           14.638 METERS 00114     |
 QS0661| CO4992 FRANK RM 1                           13.958 METERS 17941     |
 QS0661| QS0660 ROY                                 APPROX. 9.8 KM 3594201.6 |
 QS0661|---------------------------------------------------------------------|
 QS0661
 QS0661                          SUPERSEDED SURVEY CONTROL
 QS0661
 QS0661  NAD 83(1986)-  45 46 52.03631(N)    100 04 07.77162(W) AD(       ) 2
 QS0661  NAD 27      -  45 46 52.06433(N)    100 04 06.35074(W) AD(       ) 2
 QS0661
 QS0661.Superseded values are not recommended for survey control.
 QS0661
 QS0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0661.See file dsdata.pdf to determine how the superseded data were derived.
 QS0661
 QS0661_MARKER: DD = SURVEY DISK
 QS0661_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QS0661_STAMPING: ET FRANK 1967
 QS0661_MARK LOGO: USGS
 QS0661_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0661
 QS0661  HISTORY     - Date     Condition        Report By
 QS0661  HISTORY     - 1967     MONUMENTED       USGS
 QS0661
 QS0661                          STATION DESCRIPTION
 QS0661
 QS0661'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 QS0661'THE MARK IS LOCATED ABOUT 13.5 MI (21.7 KM) SOUTHEAST OF POLLOCK, 3.9
 QS0661'MI (6.2 KM) NORTH OF MOUND CITY AND 3.7 MI (6.0 KM) SOUTH OF HERREID.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0659 ***********************************************************************
 QR0659  DESIGNATION -  FRANK ET
 QR0659  PID         -  QR0659
 QR0659  STATE/COUNTY-  SD/EDMUNDS
 QR0659  COUNTRY     -  US
 QR0659  USGS QUAD   -  PLAINVIEW COLONY (2017)
 QR0659
 QR0659                         *CURRENT SURVEY CONTROL
 QR0659  ______________________________________________________________________
 QR0659* NAD 83(1996) POSITION- 45 34 43.38962(N) 099 06 28.34275(W)   ADJUSTED
 QR0659* NAVD 88 ORTHO HEIGHT -   529.4   (meters)     1737.    (feet) VERTCON3
 QR0659  ______________________________________________________________________
 QR0659  GEOID HEIGHT    -        -23.481 (meters)                     GEOID18
 QR0659  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC18
 QR0659  HORZ ORDER      -  SECOND
 QR0659
 QR0659.The horizontal coordinates were established by classical geodetic methods
 QR0659.and adjusted by the National Geodetic Survey in January 1998.
 QR0659
 QR0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0659
 QR0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0659.GEOID18 height accuracy estimate available here.
 QR0659
 QR0659.Click photographs - Photos may exist for this station.
 QR0659
 QR0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0659
 QR0659. The following values were computed from the NAD 83(1996) position.
 QR0659
 QR0659;                    North         East     Units Scale Factor Converg.
 QR0659;SPC SD N     -   194,340.589   669,626.992   MT  0.99998149   +0 37 53.0
 QR0659;SPC SD N     -   637,599.08  2,196,934.56   sFT  0.99998149   +0 37 53.0
 QR0659;UTM  14      - 5,047,247.713   491,583.981   MT  0.99960087   -0 04 37.4
 QR0659
 QR0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0659!SPC SD N     -   0.99992070  x   0.99998149  =   0.99990219
 QR0659!UTM  14      -   0.99992070  x   0.99960087  =   0.99952160
 QR0659
 QR0659:                Primary Azimuth Mark                     Grid Az
 QR0659:SPC SD N     -  NORTHWEST BELL TEL MICRO TW              089 42 16.7
 QR0659:UTM  14      -  NORTHWEST BELL TEL MICRO TW              090 24 47.1
 QR0659
 QR0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9158347247(NAD 83)
 QR0659
 QR0659|---------------------------------------------------------------------|
 QR0659| PID    Reference Object                     Distance      Geod. Az  |
 QR0659|                                                           dddmmss.s |
 QR0659| CO4991 FRANK ET RM 2                        18.102 METERS 08630     |
 QR0659| CO6533 NORTHWEST BELL TEL MICRO TW                        0902009.7 |
 QR0659| CO4990 FRANK ET RM 1                        15.785 METERS 17840     |
 QR0659|---------------------------------------------------------------------|
 QR0659
 QR0659                          SUPERSEDED SURVEY CONTROL
 QR0659
 QR0659  NAD 83(1986)-  45 34 43.40595(N)    099 06 28.33021(W) AD(       ) 2
 QR0659  NAD 27      -  45 34 43.49468(N)    099 06 26.91834(W) AD(       ) 2
 QR0659  NGVD 29 (07/19/86)  529.0    (m)         1736.     (f) VERT ANG       
 QR0659
 QR0659.Superseded values are not recommended for survey control.
 QR0659
 QR0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0659.See file dsdata.pdf to determine how the superseded data were derived.
 QR0659
 QR0659_MARKER: DD = SURVEY DISK
 QR0659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0659+WITH SETTING: INFORMATION.
 QR0659_STAMPING: ET FRANK 1970
 QR0659_MARK LOGO: USGS
 QR0659_PROJECTION: FLUSH
 QR0659_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0659
 QR0659  HISTORY     - Date     Condition        Report By
 QR0659  HISTORY     - 1970     MONUMENTED       USGS
 QR0659
 QR0659                          STATION DESCRIPTION
 QR0659
 QR0659'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0659'THE STATION IS ABOUT 10 MI NNE. OF IPSWICH, ABOUT 0.25 MI E. OF
 QR0659'THE COR. OF SECS. 1, 2, 11 AND 12, T. 124 N., R. 69 W., ON
 QR0659'TOP OF THE MOST PROMINENT KNOLL IN THE VICINITY.
 QR0659'
 QR0659'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45
 QR0659'IN IPSWICH, GO N. ON OILED COUNTY RD. FOR 8.0 MI, TURN LEFT
 QR0659'AND GO W. FOR 4.0 MI, TURN RIGHT AND GO N. FOR 1.0 MI, TURN
 QR0659'RIGHT AND FOLLOW GRASSY TRAIL E. FOR ABOUT 0.25 MI TO THE
 QR0659'TOP OF THE MOST PROMINENT KNOLL IN VICINITY AND THE STATION ON
 QR0659'THE N. SIDE OF TRAIL.
 QR0659'
 QR0659'THE STATION MARK, STAMPED ET FRANK 1970 IS 30 FT N. CENTER
 QR0659'E.-W. TRAIL.  5.5 FT S. OF THE N. RIGHT-OF-WAY FENCE AND USGS
 QR0659'WITNESS POST.
 QR0659'
 QR0659'REFERENCE MARK NO. 1, STAMPED FRANK NO 1 1970 IS 21 FT S. CENTER
 QR0659'E.-W. TRAIL AND 1.5 FT N. OF S. RIGHT-OF-WAY FENCE.  THE MARK
 QR0659'IS S. OF THE STATION.
 QR0659'
 QR0659'REFERENCE MARK NO. 2, STAMPED FRANK NO 2 1970 IS E. OF THE
 QR0659'STATION, 32.5 FT N. CENTER E.-W. TRAIL, 1.5 FT S. OF N. RIGHT-OF-WAY
 QR0659'FENCE.
 QR0659'
 QR0659'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 QR0659'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 QR0659'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 QR0659'WITH THE GROUND.
 QR0659'
 QR0659'NO AZIMUTH MARK WAS SET.
 QR0659'
 QR0659'REFERENCE AZIMUTH USED - NORTHWESTERN BELL TELEPHONE CO. MICROWAVE
 QR0659'TOWER.  POINT OBSERVED WAS THE RED LIGHT ON TOP OF
 QR0659'THE TOWER.  TOWER IS A TRIANGULAR SHAPE, PAINTED ALTERNATELY RED
 QR0659'AND WHITE AND HAS DEFLECTORS ON THE E. AND W. SIDES ON
 QR0659'TOP.  THERE IS A SMALL BUILDING ON THE W. SIDE OF TOWER, T. 124
 QR0659'N., R. 68 W., ABOUT 0.4 MI E. OF THE COR. OF SECS. 29, 30, 31
 QR0659'AND 32, AND ABOUT 250 FT S. CENTER RD.
 QR0659'
 QR0659'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0850 ***********************************************************************
 OQ0850  DESIGNATION -  FRANK RESET
 OQ0850  PID         -  OQ0850
 OQ0850  STATE/COUNTY-  SD/LAKE
 OQ0850  COUNTRY     -  US
 OQ0850  USGS QUAD   -  LAKE MADISON (2017)
 OQ0850
 OQ0850                         *CURRENT SURVEY CONTROL
 OQ0850  ______________________________________________________________________
 OQ0850* NAD 83(1996) POSITION- 43 53 29.54523(N) 097 01 26.65773(W)   ADJUSTED
 OQ0850* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 OQ0850  ______________________________________________________________________
 OQ0850  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 OQ0850  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 OQ0850  HORZ ORDER      -  THIRD
 OQ0850
 OQ0850.The horizontal coordinates were established by classical geodetic methods
 OQ0850.and adjusted by the National Geodetic Survey in January 1998.
 OQ0850
 OQ0850.The orthometric height was scaled from a topographic map.
 OQ0850
 OQ0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0850.GEOID18 height accuracy estimate available here.
 OQ0850
 OQ0850.Click photographs - Photos may exist for this station.
 OQ0850
 OQ0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0850
 OQ0850. The following values were computed from the NAD 83(1996) position.
 OQ0850
 OQ0850;                    North         East     Units Scale Factor Converg.
 OQ0850;SPC SD S     -   178,401.027   865,814.229   MT  0.99991821   +2 16 58.4
 OQ0850;SPC SD S     -   585,304.04  2,840,592.18   sFT  0.99991821   +2 16 58.4
 OQ0850;UTM  14      - 4,861,724.263   658,707.872   MT  0.99990981   +1 22 12.7
 OQ0850
 OQ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0850!SPC SD S     -   0.99992388  x   0.99991821  =   0.99984210
 OQ0850!UTM  14      -   0.99992388  x   0.99990981  =   0.99983370
 OQ0850
 OQ0850:                Primary Azimuth Mark                     Grid Az
 OQ0850:SPC SD S     -  FRANK AZ MK                              270 35 05.0
 OQ0850:UTM  14      -  FRANK AZ MK                              271 29 50.7
 OQ0850
 OQ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5870761724(NAD 83)
 OQ0850
 OQ0850|---------------------------------------------------------------------|
 OQ0850| PID    Reference Object                     Distance      Geod. Az  |
 OQ0850|                                                           dddmmss.s |
 OQ0850| CO3124 FRANK RM 3                           22.645 METERS 00824     |
 OQ0850| OQ0845 ST JOSEPH CATH CH STEEPLE           APPROX. 9.9 KM 1300653.0 |
 OQ0850| CO3125 FRANK RM 4                           11.482 METERS 25920     |
 OQ0850| CO3122 FRANK RM 1                           20.386 METERS 26915     |
 OQ0850| CO3121 FRANK AZ MK                                        2725203.4 |
 OQ0850| OQ0859 MADISON KSL 249 RAD MAST            APPROX. 9.9 KM 2994757.8 |
 OQ0850| OQ0851 MADISON KWU 25 MICROWAVE            APPROX. 5.9 KM 3233707.2 |
 OQ0850| CO3123 FRANK RM 2                           11.656 METERS 35729     |
 OQ0850|---------------------------------------------------------------------|
 OQ0850
 OQ0850                          SUPERSEDED SURVEY CONTROL
 OQ0850
 OQ0850  NAD 83(1986)-  43 53 29.54944(N)    097 01 26.63404(W) AD(       ) 3
 OQ0850  NAD 27      -  43 53 29.64200(N)    097 01 25.42500(W) AD(       ) 3
 OQ0850
 OQ0850.Superseded values are not recommended for survey control.
 OQ0850
 OQ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0850.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0850
 OQ0850_MARKER: DS = TRIANGULATION STATION DISK
 OQ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0850_STAMPING: FRANK 1949 1970
 OQ0850_MARK LOGO: CGS
 OQ0850_PROJECTION: FLUSH
 OQ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0850+STABILITY: SURFACE MOTION
 OQ0850
 OQ0850  HISTORY     - Date     Condition        Report By
 OQ0850  HISTORY     - 1949     MONUMENTED       CGS
 OQ0850  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OQ0850  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OQ0850
 OQ0850                          STATION DESCRIPTION
 OQ0850
 OQ0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0850'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE SMALL VILLAGE
 OQ0850'OF CHESTER AND 2 MILES EAST OF THE SMALL VILLAGE OF FRANKLIN,
 OQ0850'ON SOUTH SIDE OF RIGHT-OF-WAY OF A GRAVEL ROAD.  IT IS 33 FEET
 OQ0850'SOUTH OF THE CENTERLINE OF A ROAD, 7 FEET EAST NORTHEAST OF A
 OQ0850'FENCE CORNER AND 2 FEET NORTH OF A FENCELINE.  THE MARK IS
 OQ0850'STAMPED FRANK 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0850'
 OQ0850'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE CENTERLINE OF A
 OQ0850'ROAD.  THE MARK IS STAMPED FRANK NO 1 1949 AND IS SET FLUSH WITH
 OQ0850'THE GROUND.
 OQ0850'
 OQ0850'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTERLINE OF A ROAD.
 OQ0850'THE MARK IS STAMPED FRANK NO 2 1949 AND IS SET FLUSH WITH THE
 OQ0850'GROUND.
 OQ0850'
 OQ0850'AZIMUTH MARK IS 37 FEET EAST OF THE CENTERLINE OF A ROAD, 34
 OQ0850'FEET NORTH OF THE CENTERLINE OF A ROAD, 7 FEET EAST NORTHEAST
 OQ0850'OF A FENCE CORNER, 5 FEET EAST NORTHEAST OF A TELEPHONE POLE
 OQ0850'AND 2 FEET SOUTH OF A FENCELINE.  THE MARK IS STAMPED FRANK 1949
 OQ0850'AND PROJECTS ABOUT 2 INCHES.
 OQ0850'
 OQ0850'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO WEST
 OQ0850'ON MAIN STREET 0.1 MILE TO CROSS STREET, TURN LEFT (SOUTH)
 OQ0850'FOR 0.2 MILE TO CROSSROADS, TURN RIGHT (WEST) FOR 4.8 MILE TO
 OQ0850'STATION ON LEFT AS DESCRIBED.
 OQ0850'
 OQ0850'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE
 OQ0850'WEST ON ROAD FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT
 OQ0850'AS DESCRIBED.
 OQ0850'
 OQ0850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OQ0850
 OQ0850                          STATION RECOVERY (1966)
 OQ0850
 OQ0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0850'THE STATION AND REFERENCE MARKS HAVE BEEN DESTROYED BY HIGHWAY
 OQ0850'CONSTRUCTION.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 OQ0850'IT IS ABOUT 0.25 MILE WEST OF THE ORIGINAL STATION SITE AND IS
 OQ0850'NEAR THE SOUTHWEST CORNER OF A CEMETERY.
 OQ0850'
 OQ0850'IT WAS NOT POSSIBLE TO REPLACE THE STATION AS NO OBJECTS WERE
 OQ0850'VISIBLE FROM THE GROUND.
 OQ0850'
 OQ0850'THE DISKS WERE REMOVED FROM THE STATION AND REFERENCE MARK POSTS
 OQ0850'WHICH WERE FOUND LYING ALONG A FENCE LINE.
 OQ0850
 OQ0850                          STATION RECOVERY (1970)
 OQ0850
 OQ0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0850'THE SURFACE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 OQ0850'WERE FOUND DESTROYED, THE MONUMENTS WERE LYING IN THE FENCE LINE
 OQ0850'WITH THE DISKS REMOVED.  THE SUB-SURFACE STATION MARK WAS FOUND IN
 OQ0850'GOOD CONDITION, ABOUT 8-INCHES BELOW GROUND SURFACE WITH THE
 OQ0850'BOARD USED TO SEPARATE IT FROM THE SURFACE MARK STILL INTACT.
 OQ0850'THE AZIMUTH MARK WAS FOUND AND APPEARS IN GOOD CONDITION,
 OQ0850'BUT IS TILTED SLIGHTLY TO THE WEST - THERE ARE NO SCUFF MARKS
 OQ0850'ON THE MONUMENT.  THE SUB-SURFACE STATION MARK WAS LOWERED
 OQ0850'AND A SURFACE STATION MARK WAS PLUMBED OVER IT.
 OQ0850'REFERENCE MARKS NO.  3 AND NO. 4 WERE SET.  THE INTERSECTION
 OQ0850'STATION, ST. JOSEPH CATHOLIC CHURCH STEEPLE 1949, HAS BEEN
 OQ0850'DESTROYED.  THE CHURCH WAS TORN DOWN AND REPLACED WITH A NEW
 OQ0850'ONE IN 1965.
 OQ0850'
 OQ0850'A NEW DESCRIPTION FOLLOWS--
 OQ0850'
 OQ0850'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MADISON, 5
 OQ0850'MILES WEST OF CHESTER, 2 MILES EAST OF FRANKLIN, AND 0.2 MILE
 OQ0850'EAST OF A CEMETERY, ON THE SOUTH SIDE OF A PAVED COUNTY ROAD, AT A
 OQ0850'FIELD ENTRANCE.
 OQ0850'
 OQ0850'THE STATION MARK IS A STANDARD DISK STAMPED FRANK 1949 1970, SET
 OQ0850'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 OQ0850'IS 32 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, 15 FEET WEST
 OQ0850'OF THE CENTER OF THE FIELD ENTRANCE, 9.5 FEET NORTHWEST OF THE
 OQ0850'WEST GATE POST, AND 7.0 FEET NORTH OF THE EAST WEST FENCE LINE
 OQ0850'AND METAL WITNESS POST.
 OQ0850'
 OQ0850'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FRANK 1949 NO
 OQ0850'3 1970, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 OQ0850'IT IS 41 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF
 OQ0850'AN EAST-WEST FENCE LINE, 1 FOOT EAST OF THE EAST GATE POST, AND
 OQ0850'1.5 FEET WEST OF A METAL WITNESS POST.
 OQ0850'
 OQ0850'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED FRANK 1949 NO 4
 OQ0850'1970, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 OQ0850'IT IS 52 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, 39 FEET
 OQ0850'SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT NORTH OF AN EAST-WEST
 OQ0850'FENCE LINE.
 OQ0850'
 OQ0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRANK 1949, SET IN A
 OQ0850'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS IN THE
 OQ0850'NORTHWEST ANGLE OF A CROSSROADS, 35 FEET EAST OF THE CENTER
 OQ0850'OF THE NORTH-SOUTH ROAD, 32 FEET NORTH OF THE CENTER OF PAVED
 OQ0850'COUNTY ROAD, 7 FEET EAST OF THE SOUTHWEST CORNER OF THE CEMETERY
 OQ0850'FENCE, AND 2 FEET SOUTH OF THE FENCE.
 OQ0850'
 OQ0850'TO REACH THE STATION FROM THE CROSSROADS AT THE SOUTH EDGE OF
 OQ0850'CHESTER, GO WEST ON THE PAVED COUNTY ROAD FOR 4.8 MILES TO THE
 OQ0850'STATION ON THE LEFT AS DESCRIBED.  THIS POINT IS 2.2 MILES EAST
 OQ0850'ALONG THE COUNTY ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY
 OQ0850'19 AT FRANKLIN.
 OQ0850'
 OQ0850'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE COUNTY
 OQ0850'ROAD FOR 0.2 MILE TO THE CROSSROADS AND THE AZIMUTH MARK ON THE
 OQ0850'RIGHT AS DESCRIBED.
 OQ0850'
 OQ0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST
 OQ0850'OF CHESTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0600 ***********************************************************************
 PS0600  DESIGNATION -  FRANKFORT METH CHURCH FINIAL
 PS0600  PID         -  PS0600
 PS0600  STATE/COUNTY-  SD/SPINK
 PS0600  COUNTRY     -  US
 PS0600  USGS QUAD   -  FRANKFORT (2017)
 PS0600
 PS0600                         *CURRENT SURVEY CONTROL
 PS0600  ______________________________________________________________________
 PS0600* NAD 83(1996) POSITION- 44 52 40.43915(N) 098 18 20.18715(W)   ADJUSTED
 PS0600  ______________________________________________________________________
 PS0600  GEOID HEIGHT    -        -24.346 (meters)                     GEOID18
 PS0600  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 PS0600  HORZ ORDER      -  THIRD
 PS0600
 PS0600.The horizontal coordinates were established by classical geodetic methods
 PS0600.and adjusted by the National Geodetic Survey in January 1998.
 PS0600
 PS0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0600.GEOID18 height accuracy estimate available here.
 PS0600
 PS0600.Click photographs - Photos may exist for this station.
 PS0600
 PS0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0600
 PS0600. The following values were computed from the NAD 83(1996) position.
 PS0600
 PS0600;                    North         East     Units Scale Factor Converg.
 PS0600;SPC SD N     -   117,475.296   733,863.608   MT  0.99994367   +1 11 57.1
 PS0600;SPC SD N     -   385,416.87  2,407,684.19   sFT  0.99994367   +1 11 57.1
 PS0600;UTM  14      - 4,969,621.265   554,844.868   MT  0.99963699   +0 29 23.9
 PS0600
 PS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5484469621(NAD 83)
 PS0600
 PS0600                          SUPERSEDED SURVEY CONTROL
 PS0600
 PS0600  NAD 83(1986)-  44 52 40.43911(N)    098 18 20.18031(W) AD(       ) 3
 PS0600  NAD 27      -  44 52 40.53000(N)    098 18 18.85200(W) AD(       ) 3
 PS0600
 PS0600.Superseded values are not recommended for survey control.
 PS0600
 PS0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0600.See file dsdata.pdf to determine how the superseded data were derived.
 PS0600
 PS0600_MARKER: 82 = FINIAL
 PS0600
 PS0600  HISTORY     - Date     Condition        Report By
 PS0600  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0600
 PS0600                          STATION DESCRIPTION
 PS0600
 PS0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0600'THIS STATION IS THE BASE OF THE FINIAL ON THE SPIRE OF THE
 PS0600'METHODIST CHURCH IN FRANKFORT.  THE CHURCH IS A WHITE WOODEN
 PS0600'BUILDING WITH A SQUARE WHITE WOODEN TOWER AT THE SE CORNER IN
 PS0600'A RECESSED PART OF THE BUILDING OVER THE ENTRANCE.  THE UPPER
 PS0600'PART OF THE TOWER IS AN OPEN BELFRY.  THE TOWER IS SURMOUNTED BY
 PS0600'A ROUND SHINGLE COVERED SPIRE WITH AN ORNATE FINIAL AT THE TIP.
 PS0600'THE BASE OF THE SPIRE IS SQUARE AND FORMS WIDE EAVES ABOVE THE
 PS0600'BELFRY.  THE SPIRE IS ABOUT 50 FEET HIGH AND IS QUITE
 PS0600'PROMINENT.
 PS0600'
 PS0600'THERE IS A SIMILAR SPIRE ON AN ABANDONED CHURCH ABOUT 400 FEET
 PS0600'N, AND A SPIRE ON ST. ANNS CATHOLIC CHURCH ABOUT 1/4 MILE NE.
 PS0600'
 PS0600'THE CHURCH IS NEAR THE CENTER OF FRANKFORT, ABOUT 1/4 MILE N OF
 PS0600'THE CHICAGO AND NORTHWESTERN RAILROAD TRACK, AT THE NW CORNER OF
 PS0600'THE MAIN STREET OF TOWN AND THE FIRST STREET S OF U.S. HIGHWAY
 PS0600'212.
 PS0600'
 PS0600'THE STATION WAS OBSERVED FROM HARMONY, ASHTON, AND LOVOLD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0601 ***********************************************************************
 PS0601  DESIGNATION -  FRANKFORT ST ANNS CATH CHURCH
 PS0601  PID         -  PS0601
 PS0601  STATE/COUNTY-  SD/SPINK
 PS0601  COUNTRY     -  US
 PS0601  USGS QUAD   -  FRANKFORT (2017)
 PS0601
 PS0601                         *CURRENT SURVEY CONTROL
 PS0601  ______________________________________________________________________
 PS0601* NAD 83(1996) POSITION- 44 52 47.76555(N) 098 18 14.53876(W)   ADJUSTED
 PS0601  ______________________________________________________________________
 PS0601  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 PS0601  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 PS0601  HORZ ORDER      -  THIRD
 PS0601
 PS0601.The horizontal coordinates were established by classical geodetic methods
 PS0601.and adjusted by the National Geodetic Survey in January 1998.
 PS0601
 PS0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0601.GEOID18 height accuracy estimate available here.
 PS0601
 PS0601.Click photographs - Photos may exist for this station.
 PS0601
 PS0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0601
 PS0601. The following values were computed from the NAD 83(1996) position.
 PS0601
 PS0601;                    North         East     Units Scale Factor Converg.
 PS0601;SPC SD N     -   117,703.990   733,982.810   MT  0.99994356   +1 12 01.1
 PS0601;SPC SD N     -   386,167.17  2,408,075.27   sFT  0.99994356   +1 12 01.1
 PS0601;UTM  14      - 4,969,848.396   554,966.854   MT  0.99963715   +0 29 28.0
 PS0601
 PS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5496669848(NAD 83)
 PS0601
 PS0601                          SUPERSEDED SURVEY CONTROL
 PS0601
 PS0601  NAD 83(1986)-  44 52 47.76549(N)    098 18 14.53197(W) AD(       ) 3
 PS0601  NAD 27      -  44 52 47.85700(N)    098 18 13.20400(W) AD(       ) 3
 PS0601
 PS0601.Superseded values are not recommended for survey control.
 PS0601
 PS0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0601.See file dsdata.pdf to determine how the superseded data were derived.
 PS0601
 PS0601_MARKER: 91 = CHURCH CROSS
 PS0601
 PS0601  HISTORY     - Date     Condition        Report By
 PS0601  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0601
 PS0601                          STATION DESCRIPTION
 PS0601
 PS0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0601'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF THE ST.
 PS0601'ANNS CATHOLIC CHURCH IN FRANKFORT.  THE CHURCH IS A RED BRICK
 PS0601'BUILDING WITH A SQUARE RED BRICK TOWER AT THE E CENTER OVER THE
 PS0601'ENTRANCE.  THE TOWER HAS A TALL WINDOW WITH A POINTED TOP ON THE
 PS0601'E (FRONT) SIDE.  THE UPPER PART OF THE TOWER IS AN OPEN BELFRY
 PS0601'WITH WHITE WOODEN RAILING BETWEEN BRICK CORNER POSTS.  THE TOWER
 PS0601'IS SURMOUNTED BY AN OCTAGONAL RED SHINGLE SPIRE WITH SHEET
 PS0601'METAL CORNERS.  THE BASE OF THE SPIRE IS SQUARE AND FORMS WIDE
 PS0601'EAVES OVER THE BELFRY.  THE SPIRE HAS A GOLD CROSS AT THE
 PS0601'TIP.  THE BUILDING WAS ERECTED IN 1922.  THE SPIRE IS ABOUT
 PS0601'60 FEET HIGH AND IS VERY PROMINENT.
 PS0601'
 PS0601'THE CHURCH IS IN THE NORTHEASTERN PART OF FRANKFORT, ON THE
 PS0601'W SIDE OF THE FIRST STREET E OF THE MAIN STREET OF TOWN AND ABOUT
 PS0601'500 FEET N OF U.S. HIGHWAY 212.
 PS0601'
 PS0601'THERE ARE TWO OTHER SPIRES IN FRANKFORT ABOUT 1/4 AND 1/2 MILE
 PS0601'SW OF THIS STATION.
 PS0601'
 PS0601'THE STATION WAS OBSERVED FROM HARMONY, LINCOLN, LOVOLD, AND
 PS0601'ASHTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1016 ***********************************************************************
 PR1016  DESIGNATION -  FRANKLIN
 PR1016  PID         -  PR1016
 PR1016  STATE/COUNTY-  SD/CODINGTON
 PR1016  COUNTRY     -  US
 PR1016  USGS QUAD   -  KRANZBURG (2017)
 PR1016
 PR1016                         *CURRENT SURVEY CONTROL
 PR1016  ______________________________________________________________________
 PR1016* NAD 83(1996) POSITION- 44 53 52.26234(N) 096 56 19.49940(W)   ADJUSTED
 PR1016* NAVD 88 ORTHO HEIGHT -   612.3   (meters)     2009.    (feet) VERTCON3
 PR1016  ______________________________________________________________________
 PR1016  GEOID HEIGHT    -        -25.175 (meters)                     GEOID18
 PR1016  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 PR1016  HORZ ORDER      -  FIRST
 PR1016
 PR1016.The horizontal coordinates were established by classical geodetic methods
 PR1016.and adjusted by the National Geodetic Survey in January 1998.
 PR1016
 PR1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1016
 PR1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1016.GEOID18 height accuracy estimate available here.
 PR1016
 PR1016.Click photographs - Photos may exist for this station.
 PR1016
 PR1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1016
 PR1016. The following values were computed from the NAD 83(1996) position.
 PR1016
 PR1016;                    North         East     Units Scale Factor Converg.
 PR1016;SPC SD N     -   122,862.222   841,726.903   MT  0.99994268   +2 09 59.6
 PR1016;SPC SD N     -   403,090.47  2,761,565.68   sFT  0.99994268   +2 09 59.6
 PR1016;UTM  14      - 4,973,669.782   662,746.625   MT  0.99992570   +1 27 18.9
 PR1016
 PR1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1016!SPC SD N     -   0.99990795  x   0.99994268  =   0.99985064
 PR1016!UTM  14      -   0.99990795  x   0.99992570  =   0.99983366
 PR1016
 PR1016:                Primary Azimuth Mark                     Grid Az
 PR1016:SPC SD N     -  FRANKLIN AZ MK 2                         319 57 25.4
 PR1016:UTM  14      -  FRANKLIN AZ MK 2                         320 40 06.1
 PR1016
 PR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6274673669(NAD 83)
 PR1016
 PR1016|---------------------------------------------------------------------|
 PR1016| PID    Reference Object                     Distance      Geod. Az  |
 PR1016|                                                           dddmmss.s |
 PR1016| PR1015 KRANZBURG CATH CH SPIRE             APPROX. 1.7 KM 1075142.8 |
 PR1016| AE3150 FRANKLIN RM 1                        79.974 METERS 13653     |
 PR1016| PR0328 FRANKLIN RM                         APPROX. 0.8 KM 1802859.8 |
 PR1016| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX.20.7 KM 2003837.3 |
 PR1016| AE5764 FRANKLIN RM 2                        72.399 METERS 21611     |
 PR1016| PR0829 WATERTOWN METH CH SPIRE             APPROX.13.9 KM 2700809.0 |
 PR1016| PR0821 WATERTOWN TRINITY CH SPIRE          APPROX.13.8 KM 2701644.9 |
 PR1016| PR0824 WATERTOWN FIRST BAP CH SPIRE        APPROX.13.6 KM 2702018.6 |
 PR1016| PR0823 WATERTOWN FIRST CONG CH BELFRY      APPROX.13.7 KM 2703446.9 |
 PR1016| PR0820 WATERTOWN IMM CONC CATH CH          APPROX.13.5 KM 2705623.8 |
 PR1016| PR0822 WATERTOWN STOKES BUILDING DOME      APPROX.13.7 KM 2710924.8 |
 PR1016| PR0831 WATERTOWN COURTHOUSE SPIRE          APPROX.14.0 KM 2711915.6 |
 PR1016| PR0832 WATERTOWN CITY HALL CLOCK TWR       APPROX.14.0 KM 2711912.8 |
 PR1016| PR0826 WATERTOWN MUN P AND L CO STK        APPROX.13.4 KM 2713349.3 |
 PR1016| PR0827 WATERTOWN PUB SERV PWR PLT STK      APPROX.14.6 KM 2714355.4 |
 PR1016| PR0825 WATERTOWN SMALL MUN STANDPIPE       APPROX.14.2 KM 2744647.2 |
 PR1016| AE3116 FRANKLIN AZ MK                                     3150450.6 |
 PR1016| CO8515 FRANKLIN AZ MK 2                                   3220725.0 |
 PR1016| QQ0571 WAVERLY DULL HEAVY SPIRE            APPROX.11.7 KM 3470439.2 |
 PR1016|---------------------------------------------------------------------|
 PR1016
 PR1016                          SUPERSEDED SURVEY CONTROL
 PR1016
 PR1016  NAD 83(1986)-  44 53 52.25899(N)    096 56 19.48304(W) AD(       ) 1
 PR1016  NAD 27      -  44 53 52.38600(N)    096 56 18.23400(W) AD(       ) 1
 PR1016  USSD        -  44 53 52.54900(N)    096 56 18.67900(W) AD(       ) 3
 PR1016  NGVD 29 (07/19/86)  612.0    (m)         2008.     (f) VERT ANG       
 PR1016
 PR1016.Superseded values are not recommended for survey control.
 PR1016
 PR1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1016.See file dsdata.pdf to determine how the superseded data were derived.
 PR1016
 PR1016_MARKER: DS = TRIANGULATION STATION DISK
 PR1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1016_STAMPING: FRANKLIN 1903 1935
 PR1016_MARK LOGO: CGS
 PR1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1016+STABILITY: SURFACE MOTION
 PR1016
 PR1016  HISTORY     - Date     Condition        Report By
 PR1016  HISTORY     - 1903     MONUMENTED       CGS
 PR1016  HISTORY     - 1906     GOOD             CGS
 PR1016  HISTORY     - 1925     GOOD             CGS
 PR1016  HISTORY     - 1934     GOOD             SDGS
 PR1016  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR1016  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR1016  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PR1016  HISTORY     - 1977     GOOD             NGS
 PR1016  HISTORY     - 19951028 MARK NOT FOUND   NGS
 PR1016
 PR1016                          STATION DESCRIPTION
 PR1016
 PR1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 PR1016'THE STATION IS SITUATED ON HIGH GROUND, IN AN OPEN FIELD,
 PR1016'NEAR THE CENTER OF THE W 1/2 SEC. 34, T113N, R51W.  THE
 PR1016'LAND TO THE W BELONGS TO OLIVER FRANKLIN, AND TO THE E TO NICK
 PR1016'MARKS.  IT IS ABOUT 1-1/8 MILES NW OF KRANZBURG, AND IS MARKED
 PR1016'BY A STANDARD DISK, THE REFERENCE MARK BEING IN THE N LINE OF
 PR1016'THE RAILROAD RIGHT-OF-WAY AND 839.924 METERS FROM THE STATION
 PR1016'S 0 DEG 30 MIN W.  IT IS 4.22 METERS LOWER
 PR1016'IN ELEVATION THAN THE STATION.  THE SW CORNER OF THIS SECTION
 PR1016'(34) IS CONNECTED WITH THE STATION.  THE FOLLOWING BEARINGS
 PR1016'AND DISTANCES ARE FROM THE TRIANGULATION STATION--OLIVER
 PR1016'FRANKLINS HOUSE, CHIMNEY, S 10 DEG 51 MIN W, ABOUT 1/2
 PR1016'MILE.  JOHN FOXS HOUSE (SQUARE ROOF), CHIMNEY, N 23 DEG 09 MIN E,
 PR1016'ABOUT 1/2 MILE.  KRANZBURG CATHOLIC CHURCH
 PR1016'SPIRE, S 72 DEG 08 MIN E, ABOUT 1-1/8 MILES.  IN 1906
 PR1016'LATITUDE AND AZIMUTH OBSERVATIONS WERE MADE ON A
 PR1016'WOODEN PIER LOCATED 4.28 METERS FROM THE TRIANGULATION
 PR1016'STATION IN LINE TO ELFRING TRIANGULATION STATION.
 PR1016
 PR1016                          STATION RECOVERY (1925)
 PR1016
 PR1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 PR1016'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 PR1016'IS ON THE FENCE LINE BETWEEN THE OLD OLIVER FRANKLIN FARM
 PR1016'AND THE FARM OF TOM SPARTZ.  THE STATION IS ON THE HIGHEST
 PR1016'POINT ON THE FENCE LINE AND ABOUT 840 METERS N OF THE RAILROAD
 PR1016'RIGHT-OF-WAY.  THE AZIMUTHS, AS GIVEN IN THE ORIGINAL
 PR1016'DESCRIPTION, TO THE OLIVER FRANKLIN HOUSE AND THE KRANZBURG
 PR1016'CATHOLIC CHURCH WERE CHECKED.  THE REFERENCE MARK WAS
 PR1016'ALSO RECOVERED AND FOUND IN GOOD CONDITION.
 PR1016'
 PR1016'AZIMUTH AT FRANKLIN--AZIMUTH OBSERVATIONS WERE MADE AT FRANKLIN
 PR1016'WITH LIGHT ON 20-FOOT TOWER AT MOUND AS MARK.  THERE WAS NO
 PR1016'ECCENTRICITY OF LIGHT OR INSTRUMENT.
 PR1016
 PR1016                          STATION RECOVERY (1934)
 PR1016
 PR1016'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PR1016'RECOVERY NOTE FOR FRANKLIN (1925) STILL APPLIES.  BOTH THE
 PR1016'STATION AND THE REFERENCE MARK WERE RECOVERED AND FOUND IN
 PR1016'GOOD CONDITION.
 PR1016'
 PR1016'WE DO NOT CHECK THE ANGLES, AS FIGURED FROM THE GIVEN AZIMUTHS
 PR1016'BETWEEN THE REFERENCE MARK AND THE KRANZBURG CATHOLIC CHURCH
 PR1016'STEEPLE, AND BETWEEN THE REFERENCE MARK AND THE WATERTOWN
 PR1016'STANDPIPE.
 PR1016
 PR1016                          STATION RECOVERY (1935)
 PR1016
 PR1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR1016'STATION IS LOCATED ABOUT 0.5 MILE W OF KRANZBURG IN T117N, R51W,
 PR1016'AT THE CENTER OF THE W HALF OF SEC. 34, IN FENCE LINE BETWEEN
 PR1016'THE FIELDS OF TOM SPARTZ AND MR. RICHTER.
 PR1016'
 PR1016'REACHED FROM THE RAILROAD STATION IN KRANZBURG BY GOING W ON
 PR1016'U.S. HIGHWAY 212 FOR 1.15 MILES, TURN RIGHT (N) FOR 1.0 MILE
 PR1016'TO DIRT CROSSROADS, THENCE RIGHT (E) FOR 0.25 MILE TO GATE ON
 PR1016'RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW FIELD ROAD S ALONG
 PR1016'W SIDE OF FENCE FOR 0.5 MILE TO FENCE CORNER AND STATION.
 PR1016'
 PR1016'THE STATION IS 58.5 METERS N OF CORNER POST IN THE N-S FENCE
 PR1016'LINE.  MARK IS A STANDARD DISK CAST IN TOP OF A 12- BY 12-INCH
 PR1016'CONCRETE POST INSCRIBED FRANKLIN 1935 1903, PROJECTING ABOUT
 PR1016'2 INCHES ABOVE THE SURFACE OF THE GROUND.  MARK IS EXCELLENT
 PR1016'CONDITION.
 PR1016'
 PR1016'REFERENCE MARK NO. 1 IS 79.976 METERS (262.40 FEET), SE OF
 PR1016'STATION, 0.3 METERS N OF E-W FENCE LINE, PROJECTING ABOUT 6
 PR1016'INCHES ABOVE THE SURFACE OF THE GROUND.  MARK IS A 12- BY
 PR1016'12-INCH CONCRETE POST WITH STANDARD DISK CAST IN TOP INSCRIBED
 PR1016'FRANKLIN NO. 1 1935.  MARK IN EXCELLENT CONDITION.  REFERENCE
 PR1016'MARK NO. 2 IS 72.405 METERS (237.53 FEET) SW OF STATION, 0.3
 PR1016'METERS N OF E-W FENCE LINE, PROJECTING ABOUT 6 INCHES ABOVE
 PR1016'THE SURFACE OF THE GROUND.  MARK IS A STANDARD DISK CAST IN
 PR1016'TOP OF A 12- BY 12-INCH CONCRETE POST INSCRIBED FRANKLIN
 PR1016'NO. 2 1935.  MARK IN EXCELLENT CONDITION.
 PR1016'
 PR1016'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NW OF STATION, 0.2 MILE
 PR1016'S OF E-W SECTION LINE ROAD, 10.0 METERS E OF CENTER LINE OF
 PR1016'N-S GRAVELED ROAD, 0.3 METERS W OF E RIGHT-OF-WAY FENCE LINE,
 PR1016'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PR1016'MARK IS A STANDARD DISK CAST IN TOP OF A 12- BY 12-INCH CONCRETE
 PR1016'POST INSCRIBED FRANKLIN AZI. 1935.  MARK IN EXCELLENT CONDITION.
 PR1016'
 PR1016'REACHED FROM STATION BY GOING N FOR 0.5 MILE, THENCE LEFT (W)
 PR1016'FOR 0.25 MILE, THENCE LEFT (S) FOR 0.2 MILE TO MARK ON LEFT.
 PR1016
 PR1016                          STATION RECOVERY (1935)
 PR1016
 PR1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR1016'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 PR1016'MARK WAS NOT RECOVERED.
 PR1016'
 PR1016'THIS STATION IS ABOUT 8-1/2 MILES E OF WATERTOWN AND ABOUT
 PR1016'1-1/4 MILES WNW OF KRANZBURG, NEAR THE CENTER OF THE W HALF
 PR1016'OF SEC. 34, T 117 N, R 51 W, AND ABOUT 1/2 MILE N OF THE
 PR1016'CHICAGO AND NORTHWESTERN RAILROAD TRACK WHICH PARALLELS U.S.
 PR1016'HIGHWAY 212 ON THE N, AND IS ABOUT 440 YARDS E OF N-S SECTION
 PR1016'LINE ROAD.  THE STATION IS ON HIGH GROUND, IN AN OPEN FIELD,
 PR1016'ON A N-S FENCE LINE AND 193.3 FEET N OF FENCE POST AT THE
 PR1016'INTERSECTION OF A N-S FENCE AND E-W FENCE.  THE MARK IS FLUSH
 PR1016'TH STATION WAS RE-MARKED IN A SQUARE CONCRETE POST.  TWO NEW
 PR1016'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 PR1016'
 PR1016'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF THE E-W
 PR1016'FENCE AND 182 FEET E OF THE CORNER FENCE POST.  THE MARK PROJECTS
 PR1016'2 INCHES.  REFERENCE MARK NO. 2 IS SW OF THE STATION, 1 FOOT
 PR1016'N OF THE E-W FENCE AND 138 FEET W OF THE CORNER FENCE POST.
 PR1016'THE MARK PROJECTS 2 INCHES.
 PR1016'
 PR1016'THE AZIMUTH MARK IS NW OF THE STATION, ON THE RIGHT-OF-WAY
 PR1016'OF A N-S ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE AND 36
 PR1016'FEET E OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 PR1016'10 INCHES.
 PR1016'
 PR1016'TO REACH THE STATION FROM KRANZBURG, GO W ON U.S. HIGHWAY 212
 PR1016'FROM THE RAILROAD STATION FOR 1.15 MILES TO GRAVEL T-ROAD
 PR1016'N AT SIGN WAVERLY, THENCE N 1.0 MILE TO CROSSROADS, THENCE
 PR1016'E 0.25 MILE TO GATE ON RIGHT ON W SIDE OF N-S FENCE.  ENTER
 PR1016'GATE AND FOLLOW FENCE LINE S ABOUT 1/2 MILE TO THE STATION.
 PR1016'
 PR1016'THE DISTANCE BETWEEN REFERENCE MARKS IS 319.64 FEET.
 PR1016
 PR1016                          STATION RECOVERY (1966)
 PR1016
 PR1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR1016'THE SURFACE STATION MARK AND THE AZIMUTH MARK HAD BEEN DESTROYED.
 PR1016'THE UNDERGROUND MARK AND THE REFERENCE MARKS WERE RECOVERED
 PR1016'AND FOUND IN GOOD CONDITION.  A NEW STATION MARK WAS SET BY
 PR1016'PLUMBING OVER THE UNDERGROUND MARK AND A NEW AZIMUTH MARK WAS
 PR1016'ESTABLISHED.
 PR1016'
 PR1016'TO REACH THE STATION FROM KRANZBURG, FROM THE MAIN INTERSECTION,
 PR1016'GO WEST ON U.S. HIGHWAY 212 FOR 1.15 MILES TO A SIDE ROAD
 PR1016'RIGHT, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A FENCE CORNER
 PR1016'ON THE RIGHT.  THE STATION IS 0.25 MILE EAST OF THIS POINT.  TO
 PR1016'REACH THE AZIMUTH MARK CONTINUE NORTH FOR 0.4 MILE TO THE MARK
 PR1016'ON THE LEFT.
 PR1016'
 PR1016'THE STATION IS ABOUT 190 FEET NORTH OF A METAL WITNESS POST
 PR1016'THAT WAS SET IN EAST-WEST FENCE LINE.  THE TOP MARK IS ABOUT
 PR1016'15 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR1016'FRANKLIN 1903 1966.  THE UNDERGROUND MARK WAS FOUND TO BE
 PR1016'STAMPED FRANKLIN 1935.
 PR1016'
 PR1016'THE REFERENCE MARKS WERE RECOVERED AND FOUND TO BE ABOUT 1
 PR1016'FOOT NORTH OF THE EAST-WEST FENCE.
 PR1016'
 PR1016'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTERLINE OF THE
 PR1016'NORTH-SOUTH ROAD, 1.5 FEET SOUTH OF A POWERLINE POLE AND 1.5
 PR1016'FEET NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 PR1016'AND THE DISK IS STAMPED FRANKLIN 1935 AZ 2 1966.
 PR1016'
 PR1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4
 PR1016'MILES NORTHWEST KRANZBURG
 PR1016
 PR1016                          STATION RECOVERY (1977)
 PR1016
 PR1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PR1016'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 PR1016'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1966.  THE
 PR1016'STATION IS ON A FARM OWNED AND OPERATED BY MR. LARRY COLE.
 PR1016'
 PR1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR1016'1-1/4 MILES WNW OF KRANZBURG.
 PR1016
 PR1016                          STATION RECOVERY (1995)
 PR1016
 PR1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1016'THE LAND OWNER STATED THAT THE SURFACE MARK WHICH IS UNDERGROUND HAS
 PR1016'BEEN HIT BY FARM MACHINERY SEVERAL TIMES.  HE DID NOT KNOW IF THE DISK
 PR1016'WAS INTACT.  THE UNDERGROUND MARK MAY STILL BE UNDISTURBED.  DUE TO,
 PR1016'ITS POSITION IS A CULTIVATED FIELD THE MARK WAS NO SEARCHED FOR AT
 PR1016'THIS TIME.  FOR A ROUTE TO REACH THE MONUMENT SEE THE DESCRIPTION FOR
 PR1016'FRANKLIN RM 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1063 ***********************************************************************
 PT1063  DESIGNATION -  FRAZIER
 PT1063  PID         -  PT1063
 PT1063  STATE/COUNTY-  SD/STANLEY
 PT1063  COUNTRY     -  US
 PT1063  USGS QUAD   -  PRINCES RANCH (2017)
 PT1063
 PT1063                         *CURRENT SURVEY CONTROL
 PT1063  ______________________________________________________________________
 PT1063* NAD 83(1996) POSITION- 44 25 18.83777(N) 100 47 36.73600(W)   ADJUSTED
 PT1063* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 PT1063  ______________________________________________________________________
 PT1063  GEOID HEIGHT    -        -22.685 (meters)                     GEOID18
 PT1063  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 PT1063  HORZ ORDER      -  SECOND
 PT1063
 PT1063.The horizontal coordinates were established by classical geodetic methods
 PT1063.and adjusted by the National Geodetic Survey in January 1998.
 PT1063
 PT1063.The orthometric height was scaled from a topographic map.
 PT1063
 PT1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1063.GEOID18 height accuracy estimate available here.
 PT1063
 PT1063.Click photographs - Photos may exist for this station.
 PT1063
 PT1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1063
 PT1063. The following values were computed from the NAD 83(1996) position.
 PT1063
 PT1063;                    North         East     Units Scale Factor Converg.
 PT1063;SPC SD S     -   232,134.621   563,351.311   MT  1.00000530   -0 19 02.9
 PT1063;SPC SD S     -   761,595.00  1,848,261.76   sFT  1.00000530   -0 19 02.9
 PT1063;UTM  14      - 4,920,298.365   357,227.067   MT  0.99985069   -1 15 20.1
 PT1063
 PT1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1063!SPC SD S     -   0.99990440  x   1.00000530  =   0.99990970
 PT1063!UTM  14      -   0.99990440  x   0.99985069  =   0.99975511
 PT1063
 PT1063:                Primary Azimuth Mark                     Grid Az
 PT1063:SPC SD S     -  FRAZIER AZ MK                            270 47 18.2
 PT1063:UTM  14      -  FRAZIER AZ MK                            271 43 35.4
 PT1063
 PT1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5722720298(NAD 83)
 PT1063
 PT1063|---------------------------------------------------------------------|
 PT1063| PID    Reference Object                     Distance      Geod. Az  |
 PT1063|                                                           dddmmss.s |
 PT1063| CO5000 FRAZIER RM 1                         13.503 METERS 16800     |
 PT1063| CO5001 FRAZIER RM 2                         12.888 METERS 25717     |
 PT1063| CO4999 FRAZIER AZ MK                                      2702815.3 |
 PT1063|---------------------------------------------------------------------|
 PT1063
 PT1063                          SUPERSEDED SURVEY CONTROL
 PT1063
 PT1063  NAD 83(1986)-  44 25 18.83247(N)    100 47 36.73849(W) AD(       ) 2
 PT1063  NAD 27      -  44 25 18.90100(N)    100 47 35.22000(W) AD(       ) 2
 PT1063
 PT1063.Superseded values are not recommended for survey control.
 PT1063
 PT1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1063.See file dsdata.pdf to determine how the superseded data were derived.
 PT1063
 PT1063_MARKER: DS = TRIANGULATION STATION DISK
 PT1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1063_STAMPING: FRAZIER 1952
 PT1063_MARK LOGO: CGS
 PT1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1063+STABILITY: SURFACE MOTION
 PT1063
 PT1063  HISTORY     - Date     Condition        Report By
 PT1063  HISTORY     - 1952     MONUMENTED       CGS
 PT1063
 PT1063                          STATION DESCRIPTION
 PT1063
 PT1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1063'THE STATION IS ABOUT 11 MILES EAST-NORTHEAST OF HAYES, 3-1/2
 PT1063'MILES NORTH OF U.S. HIGHWAY 14, ON LAND OWNED BY CHARLES
 PT1063'FRAZIER, IN SECTION 1, T 5 N, R 27 E, AND 4 FEET NORTH OF
 PT1063'A 4 X 4 INCH WITNESS POST.
 PT1063'
 PT1063'TO REACH FROM THE POST OFFICE IN HAYES, GO EAST ON U.S. HIGHWAY
 PT1063'14 FOR 7.5 MILES TO A SCHOOLHOUSE ON LEFT, CONTINUE EAST
 PT1063'ON HIGHWAY FOR 5.5 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 PT1063'GO NORTH ON GRADED DIRT ROAD FOR 0.6 MILE TO A T-INTERSECTION,
 PT1063'TURN LEFT AND GO WEST FOR 0.4 MILE TO A WIRE GATE ON RIGHT,
 PT1063'TURN RIGHT THROUGH GATE AND GO NORTHWEST ON TRACK ROAD FOR
 PT1063'1.95 MILES TO A GATE, PASS THROUGH GATE AND FOLLOW TRACK
 PT1063'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 PT1063'NORTHWEST FOR 0.2 MILE TO A DIM TRACK ROAD RIGHT, TURN RIGHT
 PT1063'AND FOLLOW TRACK ROAD EAST AND SOUTHEAST FOR 0.8 MILE TO THE
 PT1063'TOP OF THE HIGHEST RIDGE AND STATION.
 PT1063'
 PT1063'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1063'FRAZIER 1952.
 PT1063'
 PT1063'REFERENCE MARK 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1063'FRAZIER NO 1 1952.
 PT1063'
 PT1063'REFERENCE MARK 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1063'FRAZIER NO 2 1952.
 PT1063'
 PT1063'THE AZIMUTH MARK IS 10 FEET WEST OF THE CENTER OF A TRACK
 PT1063'ROAD AND 4 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE MARK
 PT1063'PROJECTS 5 INCHES, AND THE DISK IS STAMPED FRAZIER 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0725 ***********************************************************************
 QS0725  DESIGNATION -  FRED
 QS0725  PID         -  QS0725
 QS0725  STATE/COUNTY-  SD/WALWORTH
 QS0725  COUNTRY     -  US
 QS0725  USGS QUAD   -  AKASKA NE (2017)
 QS0725
 QS0725                         *CURRENT SURVEY CONTROL
 QS0725  ______________________________________________________________________
 QS0725* NAD 83(1996) POSITION- 45 22 34.49958(N) 100 07 14.36499(W)   ADJUSTED
 QS0725* NAVD 88 ORTHO HEIGHT -   597.77  (+/-2cm)     1961.2   (feet) VERTCON3
 QS0725  ______________________________________________________________________
 QS0725  GEOID HEIGHT    -        -22.150 (meters)                     GEOID18
 QS0725  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 QS0725  HORZ ORDER      -  SECOND
 QS0725  VERT ORDER      -  THIRD ? (See Below)
 QS0725
 QS0725.The horizontal coordinates were established by classical geodetic methods
 QS0725.and adjusted by the National Geodetic Survey in January 1998.
 QS0725
 QS0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0725
 QS0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0725.GEOID18 height accuracy estimate available here.
 QS0725
 QS0725.The vertical order pertains to the NGVD 29 superseded value.
 QS0725
 QS0725.Click photographs - Photos may exist for this station.
 QS0725
 QS0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0725
 QS0725. The following values were computed from the NAD 83(1996) position.
 QS0725
 QS0725;                    North         East     Units Scale Factor Converg.
 QS0725;SPC SD N     -   171,462.044   590,549.478   MT  0.99995518   -0 05 07.4
 QS0725;SPC SD N     -   562,538.39  1,937,494.41   sFT  0.99995518   -0 05 07.4
 QS0725;UTM  14      - 5,025,359.160   412,255.133   MT  0.99969466   -0 47 51.6
 QS0725
 QS0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0725!SPC SD N     -   0.99990976  x   0.99995518  =   0.99986495
 QS0725!UTM  14      -   0.99990976  x   0.99969466  =   0.99960445
 QS0725
 QS0725:                Primary Azimuth Mark                     Grid Az
 QS0725:SPC SD N     -  JACK                                     126 45 43.9
 QS0725:UTM  14      -  JACK                                     127 28 28.1
 QS0725
 QS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1225525359(NAD 83)
 QS0725
 QS0725|---------------------------------------------------------------------|
 QS0725| PID    Reference Object                     Distance      Geod. Az  |
 QS0725|                                                           dddmmss.s |
 QS0725| CO5002 FRED RM 1                            56.625 METERS 00013     |
 QS0725| CO5003 FRED RM 2                            26.520 METERS 08606     |
 QS0725| QS0731 JACK                                APPROX. 8.2 KM 1264036.5 |
 QS0725|---------------------------------------------------------------------|
 QS0725
 QS0725                          SUPERSEDED SURVEY CONTROL
 QS0725
 QS0725  NAD 83(1986)-  45 22 34.49023(N)    100 07 14.36599(W) AD(       ) 2
 QS0725  NAD 27      -  45 22 34.52857(N)    100 07 12.91430(W) AD(       ) 2
 QS0725  NGVD 29             597.40   (m)         1960.0    (f) LEVELING    3  
 QS0725
 QS0725.Superseded values are not recommended for survey control.
 QS0725
 QS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0725.See file dsdata.pdf to determine how the superseded data were derived.
 QS0725
 QS0725_MARKER: DD = SURVEY DISK
 QS0725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0725+WITH SETTING: INFORMATION.
 QS0725_STAMPING: ET FRED 1967
 QS0725_MARK LOGO: USGS
 QS0725_PROJECTION: FLUSH
 QS0725_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0725
 QS0725  HISTORY     - Date     Condition        Report By
 QS0725  HISTORY     - 1967     MONUMENTED       USGS
 QS0725
 QS0725                          STATION DESCRIPTION
 QS0725
 QS0725'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0725'THE STATION IS LOCATED APPROX. 9.0 MI S. AND 4.0 MI W. OF
 QS0725'SELBY, APPROX. 3.0 MI N. OF AKASKA, T. 122 N., R. 77 W., NEAR
 QS0725'THE NE. COR. OF SEC. 22.
 QS0725'
 QS0725'TO REACH FROM THE INTERSECTION OF U.S. HWY. 83 AND STATE HWY.
 QS0725'103, AT SELBY, GO S. ALONG U.S. HWY. 83 FOR 8.0 MI TO A CROSSROAD,
 QS0725'TURN RIGHT (W.) 4.1 MI TO CROSSROADS, TURN LEFT (S.) AND GO 1.1
 QS0725'MI TO STATION ON RIGHT (W.).
 QS0725'
 QS0725'STATION MARK IS 220 FT S. AND 38 FT W. OF CENTER CROSSROADS,
 QS0725'5 FT S. OF TELEPHONE POLE.  5 FT S. OF USGS WITNESS POST, STAMPED
 QS0725'ET FRED 1967.
 QS0725'
 QS0725'REFERENCE MARK NO. 1 IS N. OF THE STATION, 37 FT S. AND 37
 QS0725'FT W. OF CENTER OF CROSSROADS, STAMPED FRED NO. 1 1967.
 QS0725'
 QS0725'REFERENCE MARK NO. 2 IS E. OF THE STATION, 217 FT S. AND 49 FT
 QS0725'E. OF THE CENTER OF CROSSROADS, STAMPED FRED NO. 2 1967.
 QS0725'
 QS0725'AZIMUTH MARK - NONE SET.
 QS0725'
 QS0725'REFERENCE AZIMUTH - NONE OBSERVED.
 QS0725'
 QS0725'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0725'TO COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 QS0725'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0725'
 QS0725'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0891 ***********************************************************************
 PR0891  DESIGNATION -  FREEDOM CHURCH SPIRE
 PR0891  PID         -  PR0891
 PR0891  STATE/COUNTY-  SD/MINER
 PR0891  COUNTRY     -  US
 PR0891  USGS QUAD   -  OLDHAM SW (2017)
 PR0891
 PR0891                         *CURRENT SURVEY CONTROL
 PR0891  ______________________________________________________________________
 PR0891* NAD 83(1996) POSITION- 44 06 44.21096(N) 097 28 08.19690(W)   ADJUSTED
 PR0891  ______________________________________________________________________
 PR0891  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 PR0891  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 PR0891  HORZ ORDER      -  THIRD
 PR0891
 PR0891.The horizontal coordinates were established by classical geodetic methods
 PR0891.and adjusted by the National Geodetic Survey in January 1998.
 PR0891
 PR0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0891.GEOID18 height accuracy estimate available here.
 PR0891
 PR0891.Click photographs - Photos may exist for this station.
 PR0891
 PR0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0891
 PR0891. The following values were computed from the NAD 83(1996) position.
 PR0891
 PR0891;                    North         East     Units Scale Factor Converg.
 PR0891;SPC SD S     -   201,583.567   829,249.800   MT  0.99994399   +1 58 33.6
 PR0891;SPC SD S     -   661,362.09  2,720,630.39   sFT  0.99994399   +1 58 33.6
 PR0891;UTM  14      - 4,885,483.337   622,519.835   MT  0.99978462   +1 03 57.1
 PR0891
 PR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2251985483(NAD 83)
 PR0891
 PR0891                          SUPERSEDED SURVEY CONTROL
 PR0891
 PR0891  NAD 83(1986)-  44 06 44.21321(N)    097 28 08.16348(W) AD(       ) 3
 PR0891  NAD 27      -  44 06 44.31500(N)    097 28 06.90300(W) AD(       ) 3
 PR0891  USSD        -  44 06 44.48600(N)    097 28 07.32500(W) AD(       ) 3
 PR0891
 PR0891.Superseded values are not recommended for survey control.
 PR0891
 PR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0891.See file dsdata.pdf to determine how the superseded data were derived.
 PR0891
 PR0891_MARKER: 90 = CHURCH SPIRE
 PR0891
 PR0891  HISTORY     - Date     Condition        Report By
 PR0891  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0891  HISTORY     - 1935     GOOD             CGS
 PR0891
 PR0891                          STATION DESCRIPTION
 PR0891
 PR0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0891'THIS CHURCH, KNOWN AS BELLEVIEW LUTHERAN, IS STILL STANDING.
 PR0891'IT IS IN SW 1/4 SEC. 32, T108N, R55W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1210 ***********************************************************************
 PU1210  DESIGNATION -  FREEMAN
 PU1210  PID         -  PU1210
 PU1210  STATE/COUNTY-  SD/BUTTE
 PU1210  COUNTRY     -  US
 PU1210  USGS QUAD   -  VALE NE (2017)
 PU1210
 PU1210                         *CURRENT SURVEY CONTROL
 PU1210  ______________________________________________________________________
 PU1210* NAD 83(1996) POSITION- 44 43 11.03712(N) 103 19 25.76605(W)   ADJUSTED
 PU1210* NAVD 88 ORTHO HEIGHT -   877.374 (meters)     2878.52  (feet) ADJUSTED
 PU1210  ______________________________________________________________________
 PU1210  GEOID HEIGHT    -        -16.577 (meters)                     GEOID18
 PU1210  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 PU1210  DYNAMIC HEIGHT  -        877.155 (meters)     2877.80  (feet) COMP
 PU1210  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 PU1210
 PU1210  HORZ ORDER      -  SECOND
 PU1210  VERT ORDER      -  SECOND    CLASS 0
 PU1210
 PU1210.The horizontal coordinates were established by classical geodetic methods
 PU1210.and adjusted by the National Geodetic Survey in January 1998.
 PU1210
 PU1210.The orthometric height was determined by differential leveling and
 PU1210.adjusted by the NATIONAL GEODETIC SURVEY
 PU1210.in June 1991.
 PU1210
 PU1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1210.GEOID18 height accuracy estimate available here.
 PU1210
 PU1210.Click photographs - Photos may exist for this station.
 PU1210
 PU1210.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1210
 PU1210.The dynamic height is computed by dividing the NAVD 88
 PU1210.geopotential number by the normal gravity value computed on the
 PU1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1210.degrees latitude (g = 980.6199 gals.).
 PU1210
 PU1210.The modeled gravity was interpolated from observed gravity values.
 PU1210
 PU1210. The following values were computed from the NAD 83(1996) position.
 PU1210
 PU1210;                    North         East     Units Scale Factor Converg.
 PU1210;SPC SD N     -   103,903.630   336,738.147   MT  0.99995576   -2 21 08.6
 PU1210;SPC SD N     -   340,890.49  1,104,781.74   sFT  0.99995576   -2 21 08.6
 PU1210;UTM  13      - 4,953,183.529   632,750.987   MT  0.99981671   +1 10 46.5
 PU1210
 PU1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1210!SPC SD N     -   0.99986505  x   0.99995576  =   0.99982082
 PU1210!UTM  13      -   0.99986505  x   0.99981671  =   0.99968179
 PU1210
 PU1210:                Primary Azimuth Mark                     Grid Az
 PU1210:SPC SD N     -  K 121                                    271 45 42.6
 PU1210:UTM  13      -  K 121                                    268 13 47.5
 PU1210
 PU1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3275053183(NAD 83)
 PU1210
 PU1210|---------------------------------------------------------------------|
 PU1210| PID    Reference Object                     Distance      Geod. Az  |
 PU1210|                                                           dddmmss.s |
 PU1210| PU1211 FREEMAN RM 1                          9.834 METERS 08721     |
 PU1210| PU1212 FREEMAN RM 2                          9.374 METERS 17557     |
 PU1210| PU2272 NEWELL MUNICIPAL TANK               APPROX. 8.3 KM 2665345.5 |
 PU1210| PU1207 K 121                                              2692434.0 |
 PU1210|---------------------------------------------------------------------|
 PU1210
 PU1210                          SUPERSEDED SURVEY CONTROL
 PU1210
 PU1210  NAD 83(1993)-  44 43 11.03057(N)    103 19 25.76567(W) AD(       ) 2
 PU1210  NAD 83(1986)-  44 43 11.02681(N)    103 19 25.76202(W) AD(       ) 2
 PU1210  NAD 27      -  44 43 11.07580(N)    103 19 24.10010(W) AD(       ) 2
 PU1210  NGVD 29 (??/??/92)  876.898  (m)         2876.96   (f) ADJ UNCH    2 0
 PU1210  NGVD 29             876.90   (m)         2877.0    (f) LEVELING    3  
 PU1210
 PU1210.Superseded values are not recommended for survey control.
 PU1210
 PU1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1210.See file dsdata.pdf to determine how the superseded data were derived.
 PU1210
 PU1210_MARKER: DS = TRIANGULATION STATION DISK
 PU1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1210_STAMPING: FREEMAN 1950
 PU1210_MARK LOGO: CGS
 PU1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1210+STABILITY: SURFACE MOTION
 PU1210
 PU1210  HISTORY     - Date     Condition        Report By
 PU1210  HISTORY     - 1950     MONUMENTED       CGS
 PU1210  HISTORY     - 1962     GOOD             CGS
 PU1210  HISTORY     - 1963     GOOD             CGS
 PU1210
 PU1210                          STATION DESCRIPTION
 PU1210
 PU1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1210'THE STATION IS LOCATED ABOUT 5 MILES EAST OF NEWELL, ON THE
 PU1210'GROUNDS OF THE FREEMAN SCHOOL.  IT IS 73 FEET EAST OF THE
 PU1210'CENTER OF A GRAVEL ROAD, 29 FEET EAST OF A FENCE CORNER, 6
 PU1210'FEET SOUTHWEST OF A WITNESS POST, AND 5 FEET SOUTH OF A FENCE.
 PU1210'
 PU1210'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL.  GO NORTH
 PU1210'ON U.S. HIGHWAY 212 AND STATE HIGHWAY 79 FOR 0.25 MILE TO THEIR
 PU1210'JUNCTION.  TURN RIGHT AND GO EAST ON HIGHWAY 212 FOR 3.7
 PU1210'MILES TO THE BENCH MARK ON THE RIGHT.  CONTINUE EAST 0.9 MILE
 PU1210'TO A POINT WHERE THE HIGHWAY CURVES SOUTH.  CONTINUE EAST
 PU1210'0.05 MILE TO THE STATION.
 PU1210'
 PU1210'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 PU1210'FREEMAN 1950.
 PU1210'
 PU1210'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE WITNESS POST AND
 PU1210'3 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND
 PU1210'AND THE DISK IS STAMPED FREEMAN NO 1 1950.
 PU1210'
 PU1210'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE WITNESS POST.  THE
 PU1210'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FREEMAN
 PU1210'NO 2 1950.
 PU1210'
 PU1210'BENCH MARK K 121 IS 49 FEET SOUTHWEST OF THE CENTER OF A
 PU1210'CROSSROADS, 6 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT
 PU1210'NORTH OF A FENCE CORNER.  THE MARK IS A STANDARD UNITED
 PU1210'STATES COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP
 PU1210'OF A 4-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE
 PU1210'DISK IS STAMPED K 121 1934.
 PU1210'
 PU1210'ALL THE MARKS WITH THE EXCEPTION OF THE BENCH MARK ARE STANDARD
 PU1210'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU1210'
 PU1210'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU1210
 PU1210                          STATION RECOVERY (1962)
 PU1210
 PU1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1210'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 PU1210'B.M. K121 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 PU1210'CONDITION.  THE HORIZONTAL DISTANCE AND DIRECTION TO ALL
 PU1210'MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 PU1210'
 PU1210'THE STATION IS LOCATED 5 MILES EAST OF NEWELL, IN THE NORTHWEST
 PU1210'CORNER OF THE SCHOOL GROUNDS OF THE FREEMAN SCHOOL.
 PU1210'
 PU1210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU1210'STATE HIGHWAY 79 IN THE NORTH EDGE OF NEWELL, GO EAST ON
 PU1210'U.S. HIGHWAY 212 FOR 1.0 MILES TO A CROSSROAD AT A POINT WHERE
 PU1210'U.S. HIGHWAY 212 TURNS NORTHEAST.  CONTINUE STRAIGHT AHEAD
 PU1210'AND GO EAST ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD
 PU1210'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 PU1210'STRAIGHT AHEAD AND GO EAST ON A GRAVELED ROAD FOR 0.9 MILE
 PU1210'TO A SIDE ROAD LEFT AT A POINT WHERE THE MAIN TRAVELED ROAD
 PU1210'TURNS SOUTH.  TURN LEFT, THENCE RIGHT AND GO EAST ON A
 PU1210'GRAVELED ROAD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 PU1210'
 PU1210'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU1210'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 PU1210'FREEMAN 1950.  IT IS 54 FEET EAST OF THE CENTER OF A GRAVELED
 PU1210'ROAD, 53-1/2 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 PU1210'SMALL RED SHED, 30-1/2 FEET EAST-SOUTHEAST OF A FENCE CORNER,
 PU1210'6 FEET SOUTHWEST OF A 4 X 4 WHITE WITNESS POST AND 5 FEET
 PU1210'SOUTH OF AN EAST-WEST FENCE LINE.
 PU1210'
 PU1210'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU1210'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 PU1210'FREEMAN NO 1 1950.  IT IS 29-1/2 FEET NORTHWEST OF THE NORTHWEST
 PU1210'CORNER OF A SMALL RED SHED, 27 FEET EAST OF A 4 X 4 WHITE
 PU1210'WITNESS POST AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 PU1210'
 PU1210'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU1210'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 PU1210'FREEMAN NO 2 1950.  IT IS 46 FEET WEST OF A SMALL RED SHED AND
 PU1210'35 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 PU1210'
 PU1210'BENCH MARK K 121 WAS USED FOR THE AZIMUTH MARK.  IT IS A
 PU1210'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 PU1210'A 6-INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 PU1210'STAMPED K 121 1934.  IT IS 49 FEET SOUTHWEST OF THE CENTER OF
 PU1210'A CROSSROAD, 7 FEET SOUTHEAST OF A 4 X 4 WHITE WITNESS POST,
 PU1210'3 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 1-1/2 FEET
 PU1210'NORTHEAST OF A FENCE CORNER.
 PU1210
 PU1210                          STATION RECOVERY (1963)
 PU1210
 PU1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1210'5.3 MI E FROM NEWELL.
 PU1210'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1210'AT NEWELL, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU1210'0.1 MILE NORTHEAST ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A
 PU1210'CURVE AND AT THE NORTHWEST CORNER OF A SMALL SCHOOL YARD, 58
 PU1210'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 44 FEET
 PU1210'NORTH OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE SCHOOL,
 PU1210'64 FEET NORTHWEST OF A TELEPHONE POLE, 4.5 FEET SOUTH OF A
 PU1210'FENCE, ABOUT LEVEL WITH THE DRIVEWAY, ABOUT 2 FEET ABOVE THE
 PU1210'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1210'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0894 ***********************************************************************
 OQ0894  DESIGNATION -  FREEMAN CHURCH SPIRE
 OQ0894  PID         -  OQ0894
 OQ0894  STATE/COUNTY-  SD/HUTCHINSON
 OQ0894  COUNTRY     -  US
 OQ0894  USGS QUAD   -  FREEMAN (2017)
 OQ0894
 OQ0894                         *CURRENT SURVEY CONTROL
 OQ0894  ______________________________________________________________________
 OQ0894* NAD 83(1996) POSITION- 43 21 04.91788(N) 097 26 10.11177(W)   ADJUSTED
 OQ0894  ______________________________________________________________________
 OQ0894  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 OQ0894  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 OQ0894  HORZ ORDER      -  THIRD
 OQ0894
 OQ0894.The horizontal coordinates were established by classical geodetic methods
 OQ0894.and adjusted by the National Geodetic Survey in January 1998.
 OQ0894
 OQ0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0894.GEOID18 height accuracy estimate available here.
 OQ0894
 OQ0894.Click photographs - Photos may exist for this station.
 OQ0894
 OQ0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0894
 OQ0894. The following values were computed from the NAD 83(1996) position.
 OQ0894
 OQ0894;                    North         East     Units Scale Factor Converg.
 OQ0894;SPC SD S     -   117,190.178   834,822.228   MT  0.99991768   +1 59 55.1
 OQ0894;SPC SD S     -   384,481.44  2,738,912.59   sFT  0.99991768   +1 59 55.1
 OQ0894;UTM  14      - 4,801,022.108   626,739.678   MT  0.99979759   +1 04 25.3
 OQ0894
 OQ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2673901022(NAD 83)
 OQ0894
 OQ0894                          SUPERSEDED SURVEY CONTROL
 OQ0894
 OQ0894  NAD 83(1995)-  43 21 04.91852(N)    097 26 10.10306(W) AD(       ) 3
 OQ0894  NAD 83(1986)-  43 21 04.92516(N)    097 26 10.09864(W) AD(       ) 3
 OQ0894  NAD 27      -  43 21 04.96900(N)    097 26 08.85300(W) AD(       ) 3
 OQ0894  USSD        -  43 21 05.16400(N)    097 26 09.22800(W) AD(       ) 3
 OQ0894
 OQ0894.Superseded values are not recommended for survey control.
 OQ0894
 OQ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0894.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0894
 OQ0894_MARKER: 90 = CHURCH SPIRE
 OQ0894
 OQ0894  HISTORY     - Date     Condition        Report By
 OQ0894  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0894  HISTORY     - 1935     GOOD             CGS
 OQ0894
 OQ0894                          STATION DESCRIPTION
 OQ0894
 OQ0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0894'THE LUTHERAN CHURCH IN FREEMAN WAS LIKELY THE ONE USED ALTHOUGH
 OQ0894'I COULD NOT MAKE POSITIVE IDENTIFICATION.  THE BUILDING IS
 OQ0894'STILL STANDING AS IN 1901.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0896 ***********************************************************************
 OQ0896  DESIGNATION -  FREEMAN ELEVATOR
 OQ0896  PID         -  OQ0896
 OQ0896  STATE/COUNTY-  SD/HUTCHINSON
 OQ0896  COUNTRY     -  US
 OQ0896  USGS QUAD   -  FREEMAN (2017)
 OQ0896
 OQ0896                         *CURRENT SURVEY CONTROL
 OQ0896  ______________________________________________________________________
 OQ0896* NAD 83(1996) POSITION- 43 21 14.30448(N) 097 26 11.84771(W)   ADJUSTED
 OQ0896  ______________________________________________________________________
 OQ0896  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 OQ0896  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 OQ0896  HORZ ORDER      -  THIRD
 OQ0896
 OQ0896.The horizontal coordinates were established by classical geodetic methods
 OQ0896.and adjusted by the National Geodetic Survey in January 1998.
 OQ0896
 OQ0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0896.GEOID18 height accuracy estimate available here.
 OQ0896
 OQ0896.Click photographs - Photos may exist for this station.
 OQ0896
 OQ0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0896
 OQ0896. The following values were computed from the NAD 83(1996) position.
 OQ0896
 OQ0896;                    North         East     Units Scale Factor Converg.
 OQ0896;SPC SD S     -   117,478.295   834,773.060   MT  0.99991747   +1 59 53.9
 OQ0896;SPC SD S     -   385,426.71  2,738,751.28   sFT  0.99991747   +1 59 53.9
 OQ0896;UTM  14      - 4,801,310.946   626,695.173   MT  0.99979745   +1 04 24.3
 OQ0896
 OQ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2669501310(NAD 83)
 OQ0896
 OQ0896                          SUPERSEDED SURVEY CONTROL
 OQ0896
 OQ0896  NAD 83(1995)-  43 21 14.30560(N)    097 26 11.83901(W) AD(       ) 3
 OQ0896  NAD 83(1986)-  43 21 14.31103(N)    097 26 11.83438(W) AD(       ) 3
 OQ0896  NAD 27      -  43 21 14.36000(N)    097 26 10.60000(W) AD(       ) 3
 OQ0896  USSD        -  43 21 14.55000(N)    097 26 10.96000(W) AD(       ) 3
 OQ0896
 OQ0896.Superseded values are not recommended for survey control.
 OQ0896
 OQ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0896.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0896
 OQ0896_MARKER: 65 = GRAIN ELEVATOR
 OQ0896
 OQ0896  HISTORY     - Date     Condition        Report By
 OQ0896  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0896  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0896
 OQ0896                          STATION DESCRIPTION
 OQ0896
 OQ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0896'PROBABLY THE FARMERS GRAIN AND STOCK COMPANY ELEVATOR, STILL
 OQ0896'STANDING, WAS THE ONE USED ALTHOUGH I COULD NOT MAKE POSITIVE
 OQ0896'IDENTIFICATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0897 ***********************************************************************
 OQ0897  DESIGNATION -  FREEMAN RESET
 OQ0897  PID         -  OQ0897
 OQ0897  STATE/COUNTY-  SD/HUTCHINSON
 OQ0897  COUNTRY     -  US
 OQ0897  USGS QUAD   -  FREEMAN (2017)
 OQ0897
 OQ0897                         *CURRENT SURVEY CONTROL
 OQ0897  ______________________________________________________________________
 OQ0897* NAD 83(1996) POSITION- 43 18 47.46773(N) 097 27 07.74653(W)   ADJUSTED
 OQ0897* NAVD 88 ORTHO HEIGHT -   503.5   (meters)     1652.    (feet) VERTCON3
 OQ0897  ______________________________________________________________________
 OQ0897  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 OQ0897  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 OQ0897  HORZ ORDER      -  FIRST
 OQ0897
 OQ0897.The horizontal coordinates were established by classical geodetic methods
 OQ0897.and adjusted by the National Geodetic Survey in January 1998.
 OQ0897
 OQ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0897
 OQ0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0897.GEOID18 height accuracy estimate available here.
 OQ0897
 OQ0897.Click photographs - Photos may exist for this station.
 OQ0897
 OQ0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0897
 OQ0897. The following values were computed from the NAD 83(1996) position.
 OQ0897
 OQ0897;                    North         East     Units Scale Factor Converg.
 OQ0897;SPC SD S     -   112,906.099   833,672.248   MT  0.99992098   +1 59 15.3
 OQ0897;SPC SD S     -   370,426.09  2,735,139.70   sFT  0.99992098   +1 59 15.3
 OQ0897;UTM  14      - 4,796,757.685   625,520.816   MT  0.99979381   +1 03 43.0
 OQ0897
 OQ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0897!SPC SD S     -   0.99992512  x   0.99992098  =   0.99984611
 OQ0897!UTM  14      -   0.99992512  x   0.99979381  =   0.99971895
 OQ0897
 OQ0897:                Primary Azimuth Mark                     Grid Az
 OQ0897:SPC SD S     -  CANISTOTA ELEV CUP HI RED ONE            020 18 00.9
 OQ0897:UTM  14      -  CANISTOTA ELEV CUP HI RED ONE            021 13 33.2
 OQ0897
 OQ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2552096757(NAD 83)
 OQ0897
 OQ0897|---------------------------------------------------------------------|
 OQ0897| PID    Reference Object                     Distance      Geod. Az  |
 OQ0897|                                                           dddmmss.s |
 OQ0897| OQ0898 DOLTON HIGHEST RED ELEV C OF 3      APPROX.20.3 KM 0150744.9 |
 OQ0897| OQ0894 FREEMAN CHURCH SPIRE                APPROX. 4.4 KM 0170048.2 |
 OQ0897| OQ0895 FREEMAN SCHSE SQUATTY SPIRE         APPROX. 4.3 KM 0180522.7 |
 OQ0897| OQ0865 CANISTOTA HIGHEST WHITE SPIRE       APPROX.34.3 KM 0215449.9 |
 OQ0897| OQ0867 CANISTOTA ELEV CUP HI RED ONE       APPROX.34.4 KM 0221716.2 |
 OQ0897| OQ0909 SCOTLAND WATER TOWER                APPROX.27.9 KM 2292913.5 |
 OQ0897| OQ0911 SCOTLAND EPISCOPAL CH SPIRE         APPROX.28.1 KM 2295920.6 |
 OQ0897| OQ0907 MENNO SCHOOLHOUSE CUPOLA            APPROX.13.3 KM 2301313.0 |
 OQ0897| OQ0906 MENNO WHITE SPIRE                   APPROX.13.0 KM 2305833.3 |
 OQ0897| OQ0917 VODNANY CHURCH SPIRE                APPROX.40.1 KM 2401530.1 |
 OQ0897| OQ0916 TRIPP WATER TOWER                   APPROX.43.4 KM 2565724.8 |
 OQ0897| OQ0903 CATHOLIC CH SPIRE W OF FREEMAN      APPROX. 4.1 KM 2710500.0 |
 OQ0897| OQ0919 PARKSTON CHURCH SPIRE               APPROX.44.2 KM 2814142.0 |
 OQ0897| OQ0920 PARKSTON IRON SMOKESTACK            APPROX.44.0 KM 2814309.0 |
 OQ0897| OQ0927 EMERY ELEVATOR                      APPROX.34.7 KM 3365555.2 |
 OQ0897| OQ0928 BRIDGEWATER CHURCH 1 SPIRE          APPROX.26.8 KM 3505648.8 |
 OQ0897| OQ0869 BRIDGEWATER ELEVATOR                APPROX.26.4 KM 3513131.2 |
 OQ0897|---------------------------------------------------------------------|
 OQ0897
 OQ0897                          SUPERSEDED SURVEY CONTROL
 OQ0897
 OQ0897  NAD 83(1995)-  43 18 47.46809(N)    097 27 07.73929(W) AD(       ) 1
 OQ0897  NAD 83(1986)-  43 18 47.47548(N)    097 27 07.73496(W) AD(       ) 1
 OQ0897  NAD 27      -  43 18 47.51500(N)    097 27 06.49700(W) AD(       ) 1
 OQ0897  USSD        -  43 18 47.71100(N)    097 27 06.85700(W) AD(       ) 3
 OQ0897  NGVD 29 (07/19/86)  503.2    (m)         1651.     (f) VERT ANG       
 OQ0897
 OQ0897.Superseded values are not recommended for survey control.
 OQ0897
 OQ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0897.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0897
 OQ0897_MARKER: DS = TRIANGULATION STATION DISK
 OQ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0897_STAMPING: FREEMAN 1901 1966
 OQ0897_MARK LOGO: CGS
 OQ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0897+STABILITY: SURFACE MOTION
 OQ0897
 OQ0897  HISTORY     - Date     Condition        Report By
 OQ0897  HISTORY     - 1901     MONUMENTED       CGS
 OQ0897  HISTORY     - 1935     GOOD             CGS
 OQ0897  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OQ0897  HISTORY     - 1966     GOOD             CGS
 OQ0897
 OQ0897                          STATION DESCRIPTION
 OQ0897
 OQ0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1901
 OQ0897'SITUATED IN THE NE 1/4 NW 1/4 SEC. 15, T. 98 N., R. 56 W., ON THE
 OQ0897'HIGHEST POINT OF LAND IN A PASTURE BELONGING TO JOHN STAHL, OF
 OQ0897'FREEMAN.  THE STATION IS 3 MILES SOUTH AND 5/8 MILE WEST OF THE
 OQ0897'TOWN OF FREEMAN.  IT IS 26 FEET EAST OF A WIRE FENCE SEPARATING
 OQ0897'THE PASTURE FROM A CULTIVATED FIELD AND 307 FEET SOUTH OF THE
 OQ0897'ROAD ON THE NORTH SIDE OF THE SECTION.  A WINDMILL IN THE
 OQ0897'PASTURE IS 508 FEET FROM THE STATION S 66 DEG 29 MIN E.
 OQ0897'THE FOLLOWING ARE BEARINGS TO VARIOUS POINTS OF THE SECTION
 OQ0897'(15) IN WHICH THE STATION STANDS--NORTHWEST CORNER, N 80 DEG 53
 OQ0897'MIN W.  NORTH CENTER, N 62 DEG 24 MIN E.  NORTHEAST CORNER,
 OQ0897'N 84 DEG 34 MIN E.  THE SURFACE MARK IS A MARBLE POST, 2.5 FEET LONG
 OQ0897'AND 8 INCHES SQUARE ON TOP.  CUT IN ITS TOP ARE TWO V-SHAPED
 OQ0897'GROOVES AT RIGHT ANGLES TO EACH OTHER, AND THE LETTERS U.S.C.S.
 OQ0897'THE UNDERGROUND MARK IS A TACK IN THE CENTER OF THE CORK OF A
 OQ0897'STONE JUG, BURIED ABOUT 3 FEET BELOW THE TOP OF THE SURFACE
 OQ0897'STONE.  A CIRCULAR TRENCH, 4 FEET IN DIAMETER, AND ABOUT 1
 OQ0897'FOOT DEEP, PARTLY FILLED WITH SOFT COAL AND COVERED WITH EARTH,
 OQ0897'ENCIRCLES THE STATION.
 OQ0897
 OQ0897                          STATION RECOVERY (1935)
 OQ0897
 OQ0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0897'STATION WAS RECOVERED MAY 9, 1935.  THE TOP OF THE STONE POST IS
 OQ0897'RATHER BADLY CHIPPED BUT NOT SUFFICIENTLY SO TO DESTROY THE
 OQ0897'INTERSECTION OF THE GROOVES.  IN NE 1/4 NW 1/4 SEC. 15, T. 98 N.,
 OQ0897'R. 56 W., ON THE HIGHEST POINT IN A FIELD (NOW IN ALFALFA) OWNED
 OQ0897'BY GEORGE VOLL AND FARMED BY ALBERT KELLER, 320 FEET SOUTH OF
 OQ0897'THE CENTER LINE OF THE SECTION-LINE ROAD, 288 FEET SOUTH OF A
 OQ0897'SOUTH RIGHT-OF-WAY FENCE, AND 281 FEET EAST OF THE
 OQ0897'NORTH-AND-SOUTH CENTER LINE OF THE NORTHWEST QUARTER, THE MARK
 OQ0897'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 OQ0897'
 OQ0897'TO REACH FROM FREEMAN, GO WEST 2 BLOCKS TO SECTION-LINE ROAD
 OQ0897'LEADING SOUTH, GO SOUTH NEARLY 3 MILES, THEN WEST ABOUT 3/4 MILE
 OQ0897'TO STATION ON A RISE ON THE SOUTH SIDE OF THE ROAD.
 OQ0897
 OQ0897                          STATION RECOVERY (1961)
 OQ0897
 OQ0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 OQ0897'THE STATION WAS RECOVERED.  THE MARBLE POST HAS BEEN REPLACED WITH
 OQ0897'A U.S. GEOLOGICAL SURVEY BENCH MARK.  NO DESCRIPTION COULD BE
 OQ0897'FOUND BY THIS PARTY REGARDING AS TO HOW THE GEOLOGICAL SURVEY BENCH
 OQ0897'MARK WAS ESTABLISHED.  A LOCAL FARMER SAID HE WAS PRESENT AT THE
 OQ0897'TIME THE GEOLOGICAL SURVEY BENCH MARK WAS SET AND THAT IT WAS
 OQ0897'PLUMBED VERTICALLY ABOVE THE UNDERGROUND MARK.  A NEW
 OQ0897'DESCRIPTION FOLLOWS.
 OQ0897'
 OQ0897'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF FREEMAN ON THE
 OQ0897'HIGHEST POINT IN A CULTIVATED FIELD.  IT IS IN THE NE 1/4 NW
 OQ0897'1/4 SECTION 15, T. 98 N. R. 56 W.
 OQ0897'
 OQ0897'TO REACH THE STATION FROM THE POST OFFICE IN FREEMAN, GO WEST 0.1
 OQ0897'MILE TO JUNIPER STREET.  TURN LEFT AND GO SOUTH 0.15 MILE TO AN
 OQ0897'EAST-WEST STREET.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO A
 OQ0897'NORTH-SOUTH ROAD.  TURN LEFT AND GO SOUTH FOR 2.25 MILES TO A
 OQ0897'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 0.65 MILE
 OQ0897'TO THE STATION ON THE LEFT.
 OQ0897'
 OQ0897'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 OQ0897'STAMPED FREEMAN 1903, IS SET IN CONCRETE AT THE CENTER OF A 12
 OQ0897'INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 558 FEET WEST
 OQ0897'OF A NORTH-SOUTH FENCE LINE, 320 FEET SOUTH OF THE CENTER OF AN
 OQ0897'EAST-WEST ROAD.
 OQ0897
 OQ0897                          STATION RECOVERY (1966)
 OQ0897
 OQ0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0897'THE STATION RECOVERED AS DESCRIBED IN 1961 AND THE STATION MARK
 OQ0897'FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS REMOVED AND THE
 OQ0897'UNDERGROUND MARK WAS FOUND TO BE 0.013 METER NORTH-NORTHWEST
 OQ0897'(340 DEGREES MAGNETIC) FROM THE POSITION OF THE SURFACE MARK.
 OQ0897'THE U.S.G.S. BENCH MARK DISK WAS REPLACED BY TRIANGULATION DISK
 OQ0897'AND THE SURFACE MARK WAS PLUMBED OVER THE UNDERGROUND MARK.
 OQ0897'
 OQ0897'TO REACH THE STATION FROM FREEMAN, FROM THE POST OFFICE, GO WEST
 OQ0897'0.1 MILE TO JUNIPER STREET, TURN LEFT AND GO SOUTH 0.15 MILE TO
 OQ0897'AN EAST-WEST STREET, TURN RIGHT AND GO WEST FOR 0.1 MILE TO A
 OQ0897'NORTH-SOUTH ROAD, TURN LEFT AND GO SOUTH FOR 2.25 MILE TO
 OQ0897'CROSSROADS, TURN RIGHT AND GO WEST FOR 0.65 MILE TO STATION ON THE
 OQ0897'LEFT.
 OQ0897'
 OQ0897'THE STATION IS ABOUT 320 FEET SOUTH OF THE CENTER OF THE ROAD
 OQ0897'AND IS NEAR THE CENTER OF A SMALL PATCH OF UNCULTIVATED GROUND.
 OQ0897'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST AND THE DISK
 OQ0897'IS STAMPED FREEMAN 1901 1966.
 OQ0897'
 OQ0897'R.M. NO. 1 IS 32 FEET NORTH OF THE CENTER OF THE ROAD,
 OQ0897'2 FEET NORTH OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF A METAL
 OQ0897'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OQ0897'FREEMAN NO 1 1901 1966.
 OQ0897'
 OQ0897'R.M. NO. 2 IS 31.5 FEET SOUTH OF THE CENTERLINE OF THE
 OQ0897'ROAD, 3 FEET WEST-NORTHWEST OF A TELEPHONE POLE AND 1.5 FEET SOUTH
 OQ0897'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FREEMAN
 OQ0897'NO 2 1901 1966.
 OQ0897'
 OQ0897'AN AZIMUTH MARK WAS NOT ESTABLISHED AS NO OBJECTS WERE VISIBLE
 OQ0897'FROM THE GROUND.
 OQ0897'
 OQ0897'THE ELEVATION OF FREEMAN 1901 1966 IS - 0.280 FOOT BELOW THE DISK
 OQ0897'SET BY THE GEOLOGICAL SURVEY.
 OQ0897'
 OQ0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 OQ0897'SOUTH OF FREEMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1211 ***********************************************************************
 PU1211  DESIGNATION -  FREEMAN RM 1
 PU1211  PID         -  PU1211
 PU1211  STATE/COUNTY-  SD/BUTTE
 PU1211  COUNTRY     -  US
 PU1211  USGS QUAD   -  VALE NE (2017)
 PU1211
 PU1211                         *CURRENT SURVEY CONTROL
 PU1211  ______________________________________________________________________
 PU1211* NAD 83(1986) POSITION- 44 43 11.05   (N) 103 19 25.32   (W)   HD_HELD1
 PU1211* NAVD 88 ORTHO HEIGHT -   877.552 (meters)     2879.10  (feet) ADJUSTED
 PU1211  ______________________________________________________________________
 PU1211  GEOID HEIGHT    -        -16.577 (meters)                     GEOID18
 PU1211  DYNAMIC HEIGHT  -        877.333 (meters)     2878.38  (feet) COMP
 PU1211  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 PU1211
 PU1211  VERT ORDER      -  SECOND    CLASS 0
 PU1211
 PU1211.The horizontal coordinates were determined by differentially corrected
 PU1211.hand held GPS observations or other comparable positioning techniques
 PU1211.and have an estimated accuracy of +/- 3 meters.
 PU1211
 PU1211.The orthometric height was determined by differential leveling and
 PU1211.adjusted by the NATIONAL GEODETIC SURVEY
 PU1211.in June 1991.
 PU1211
 PU1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1211.GEOID18 height accuracy estimate available here.
 PU1211
 PU1211.Click photographs - Photos may exist for this station.
 PU1211
 PU1211.The dynamic height is computed by dividing the NAVD 88
 PU1211.geopotential number by the normal gravity value computed on the
 PU1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1211.degrees latitude (g = 980.6199 gals.).
 PU1211
 PU1211.The modeled gravity was interpolated from observed gravity values.
 PU1211
 PU1211;                    North         East    Units  Estimated Accuracy
 PU1211;SPC SD N     -   103,903.6     336,748.0     MT  (+/- 3 meters HH1 GPS) 
 PU1211
 PU1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3276053184(NAD 83)
 PU1211
 PU1211                          SUPERSEDED SURVEY CONTROL
 PU1211
 PU1211  NGVD 29 (??/??/92)  877.076  (m)         2877.54   (f) ADJ UNCH    2 0
 PU1211
 PU1211.Superseded values are not recommended for survey control.
 PU1211
 PU1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1211.See file dsdata.pdf to determine how the superseded data were derived.
 PU1211
 PU1211_MARKER: DR = REFERENCE MARK DISK
 PU1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1211_STAMPING: FREEMAN NO 1 1950
 PU1211_MARK LOGO: CGS
 PU1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1211+STABILITY: SURFACE MOTION
 PU1211
 PU1211  HISTORY     - Date     Condition        Report By
 PU1211  HISTORY     - 1950     MONUMENTED       CGS
 PU1211  HISTORY     - 1963     GOOD             CGS
 PU1211
 PU1211                          STATION DESCRIPTION
 PU1211
 PU1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1211'5.3 MI E FROM NEWELL.
 PU1211'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1211'AT NEWELL, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU1211'0.1 MILE NORTHEAST ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A
 PU1211'CURVE AND AT THE NORTHWEST CORNER OF A SMALL SCHOOL YARD, 90
 PU1211'FEET EAST OF THE CENTERLINE OF THE ROAD, 48.5 FEET NORTHWEST OF A
 PU1211'TELEPHONE POLE, 32.2 FEET EAST OF THE STATION MARK, 2.0 FEET
 PU1211'SOUTH OF A FENCE, ABOUT LEVEL WITH A DRIVEWAY LEADING TO THE
 PU1211'SCHOOL, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PU1211'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1212 ***********************************************************************
 PU1212  DESIGNATION -  FREEMAN RM 2
 PU1212  PID         -  PU1212
 PU1212  STATE/COUNTY-  SD/BUTTE
 PU1212  COUNTRY     -  US
 PU1212  USGS QUAD   -  VALE NE (2017)
 PU1212
 PU1212                         *CURRENT SURVEY CONTROL
 PU1212  ______________________________________________________________________
 PU1212* NAD 83(1986) POSITION- 44 43 10.73   (N) 103 19 25.74   (W)   HD_HELD1
 PU1212* NAVD 88 ORTHO HEIGHT -   877.367 (meters)     2878.49  (feet) ADJUSTED
 PU1212  ______________________________________________________________________
 PU1212  GEOID HEIGHT    -        -16.577 (meters)                     GEOID18
 PU1212  DYNAMIC HEIGHT  -        877.147 (meters)     2877.77  (feet) COMP
 PU1212  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 PU1212
 PU1212  VERT ORDER      -  SECOND    CLASS 0
 PU1212
 PU1212.The horizontal coordinates were determined by differentially corrected
 PU1212.hand held GPS observations or other comparable positioning techniques
 PU1212.and have an estimated accuracy of +/- 3 meters.
 PU1212
 PU1212.The orthometric height was determined by differential leveling and
 PU1212.adjusted by the NATIONAL GEODETIC SURVEY
 PU1212.in June 1991.
 PU1212
 PU1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1212.GEOID18 height accuracy estimate available here.
 PU1212
 PU1212.Click photographs - Photos may exist for this station.
 PU1212
 PU1212.The dynamic height is computed by dividing the NAVD 88
 PU1212.geopotential number by the normal gravity value computed on the
 PU1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1212.degrees latitude (g = 980.6199 gals.).
 PU1212
 PU1212.The modeled gravity was interpolated from observed gravity values.
 PU1212
 PU1212;                    North         East    Units  Estimated Accuracy
 PU1212;SPC SD N     -   103,894.1     336,738.3     MT  (+/- 3 meters HH1 GPS) 
 PU1212
 PU1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3275153174(NAD 83)
 PU1212
 PU1212                          SUPERSEDED SURVEY CONTROL
 PU1212
 PU1212  NGVD 29 (??/??/92)  876.891  (m)         2876.93   (f) ADJ UNCH    2 0
 PU1212
 PU1212.Superseded values are not recommended for survey control.
 PU1212
 PU1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1212.See file dsdata.pdf to determine how the superseded data were derived.
 PU1212
 PU1212_MARKER: DR = REFERENCE MARK DISK
 PU1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1212_STAMPING: FREEMAN NO 2 1950
 PU1212_MARK LOGO: CGS
 PU1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1212+STABILITY: SURFACE MOTION
 PU1212
 PU1212  HISTORY     - Date     Condition        Report By
 PU1212  HISTORY     - 1950     MONUMENTED       CGS
 PU1212  HISTORY     - 1963     GOOD             CGS
 PU1212
 PU1212                          STATION DESCRIPTION
 PU1212
 PU1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1212'5.3 MI E FROM NEWELL.
 PU1212'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1212'AT NEWELL, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU1212'0.1 MILE NORTHEAST ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A
 PU1212'CURVE AND AT THE NORTHWEST CORNER OF A SMALL SCHOOL YARD, 59
 PU1212'FEET EAST OF THE CENTERLINE OF THE ROAD AT THE JUNCTION OF A
 PU1212'DRIVEWAY LEADING TO THE SCHOOL, 17.5 FEET NORTH OF THE CENTERLINE
 PU1212'OF THE DRIVEWAY, 45 FEET WEST OF A TELEPHONE POLE, 30.8 FEET
 PU1212'SOUTH OF THE STATION MARK, ABOUT LEVEL WITH THE DRIVEWAY, ABOUT
 PU1212'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1212'CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2153 ***********************************************************************
 PU2153  DESIGNATION -  FRITZ
 PU2153  PID         -  PU2153
 PU2153  STATE/COUNTY-  SD/MEADE
 PU2153  COUNTRY     -  US
 PU2153  USGS QUAD   -  PLAINVIEW (2017)
 PU2153
 PU2153                         *CURRENT SURVEY CONTROL
 PU2153  ______________________________________________________________________
 PU2153* NAD 83(1996) POSITION- 44 31 10.11123(N) 102 10 39.65869(W)   ADJUSTED
 PU2153* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 PU2153  ______________________________________________________________________
 PU2153  GEOID HEIGHT    -        -19.483 (meters)                     GEOID18
 PU2153  LAPLACE CORR    -         -7.43  (seconds)                    DEFLEC18
 PU2153  HORZ ORDER      -  THIRD
 PU2153
 PU2153.The horizontal coordinates were established by classical geodetic methods
 PU2153.and adjusted by the National Geodetic Survey in January 1998.
 PU2153
 PU2153.The orthometric height was scaled from a topographic map.
 PU2153
 PU2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2153.GEOID18 height accuracy estimate available here.
 PU2153
 PU2153.Click photographs - Photos may exist for this station.
 PU2153
 PU2153.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2153
 PU2153. The following values were computed from the NAD 83(1996) position.
 PU2153
 PU2153;                    North         East     Units Scale Factor Converg.
 PU2153;SPC SD N     -    78,574.166   426,891.503   MT  0.99998189   -1 32 28.4
 PU2153;SPC SD N     -   257,788.74  1,400,559.87   sFT  0.99998189   -1 32 28.4
 PU2153;SPC SD S     -   244,504.115   453,376.062   MT  1.00003074   -1 16 20.4
 PU2153;SPC SD S     -   802,177.25  1,487,451.30   sFT  1.00003074   -1 16 20.4
 PU2153;UTM  13      - 4,933,447.375   724,294.798   MT  1.00021871   +1 58 46.9
 PU2153
 PU2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2153!SPC SD N     -   0.99988587  x   0.99998189  =   0.99986776
 PU2153!SPC SD S     -   0.99988587  x   1.00003074  =   0.99991661
 PU2153!UTM  13      -   0.99988587  x   1.00021871  =   1.00010456
 PU2153
 PU2153:                Primary Azimuth Mark                     Grid Az
 PU2153:SPC SD N     -  PEDRO 1 A                                233 03 02.3
 PU2153:SPC SD S     -  PEDRO 1 A                                232 46 54.3
 PU2153:UTM  13      -  PEDRO 1 A                                229 31 47.0
 PU2153
 PU2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2429433447(NAD 83)
 PU2153
 PU2153|---------------------------------------------------------------------|
 PU2153| PID    Reference Object                     Distance      Geod. Az  |
 PU2153|                                                           dddmmss.s |
 PU2153| CQ3799 FRITZ RM 2                           10.320 METERS 06933     |
 PU2153| PU2155 PEDRO 1 A                           APPROX. 3.4 KM 2313033.9 |
 PU2153| CQ3798 FRITZ RM 1                           10.066 METERS 33735     |
 PU2153|---------------------------------------------------------------------|
 PU2153
 PU2153                          SUPERSEDED SURVEY CONTROL
 PU2153
 PU2153  NAD 83(1986)-  44 31 10.10322(N)    102 10 39.65941(W) AD(       ) 3
 PU2153  NAD 27      -  44 31 10.14760(N)    102 10 38.07860(W) AD(       ) 3
 PU2153
 PU2153.Superseded values are not recommended for survey control.
 PU2153
 PU2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2153.See file dsdata.pdf to determine how the superseded data were derived.
 PU2153
 PU2153_MARKER: DS = TRIANGULATION STATION DISK
 PU2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2153_STAMPING: FRITZ 1962
 PU2153_MARK LOGO: CGS
 PU2153_PROJECTION: FLUSH
 PU2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2153+STABILITY: SURFACE MOTION
 PU2153
 PU2153  HISTORY     - Date     Condition        Report By
 PU2153  HISTORY     - 1962     MONUMENTED       CGS
 PU2153
 PU2153                          STATION DESCRIPTION
 PU2153
 PU2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2153'STATION IS LOCATED ON THE SUMMIT OF A LOW, BARE ROUND TOPPED
 PU2153'HILL, ABOUT 6.0 MILES SOUTH OF THE VILLAGE OF PLAINVIEW, 6.0
 PU2153'MILES NORTH OF THE CHEYENNE RIVER AND IN SECTION 34, T 7 N,
 PU2153'R 16 E.  IT IS 51.7 FEET EAST OF THE CENTER OF A DIRT TRACK
 PU2153'ROAD AND 6.2 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 PU2153'IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH
 PU2153'CYLINDRICAL CONCRETE MONUMENT AND IT IS STAMPED--FRITZ 1962 AND
 PU2153'IT IS FLUSH WITH THE GROUND SURFACE.
 PU2153'
 PU2153'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVIEW, GO
 PU2153'SOUTH ON A GRAVELED ROAD FOR 4.0 MILES, KEEP RIGHT AND GO
 PU2153'SOUTHWEST WITH MAIN GRAVELED ROAD FOR 1.4 MILES TO WERE ROAD
 PU2153'CURVES TO THE WEST, CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET
 PU2153'TO A WIRE GATE IN A NORTH-SOUTH FENCELINE, TURN LEFT AND PASS
 PU2153'THROUGH WIRE GATE AND FOLLOW A DIRT TRACK ROAD SOUTHEAST ACROSS
 PU2153'A PASTURE TO THE SUMMIT OF A LOW ROUNDED KNOLL AND THE STATION
 PU2153'ON THE LEFT AS DESCRIBED.
 PU2153'
 PU2153'REFERENCE MARK 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 PU2153'IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU2153'CONCRETE MONUMENT AND IT IS STAMPED--FRITZ NO 1 1962 AND IT IS
 PU2153'FLUSH WITH THE GROUND SURFACE.
 PU2153'
 PU2153'REFERENCE MARK 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS
 PU2153'A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU2153'CONCRETE MONUMENT AND IT IS STAMPED--FRITZ NO 2 1962 AND IT IS
 PU2153'FLUSH WITH THE GROUND SURFACE.  NOTE--NO SUITABLE PICTURE
 PU2153'POINT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0506 ***********************************************************************
 QT0506  DESIGNATION -  FROG
 QT0506  PID         -  QT0506
 QT0506  STATE/COUNTY-  SD/BUTTE
 QT0506  COUNTRY     -  US
 QT0506  USGS QUAD   -  HOOVER (2017)
 QT0506
 QT0506                         *CURRENT SURVEY CONTROL
 QT0506  ______________________________________________________________________
 QT0506* NAD 83(1996) POSITION- 45 04 06.16554(N) 103 16 32.16088(W)   ADJUSTED
 QT0506* NAVD 88 ORTHO HEIGHT -   872.    (meters)     2861.    (feet) SCALED
 QT0506  ______________________________________________________________________
 QT0506  GEOID HEIGHT    -        -16.726 (meters)                     GEOID18
 QT0506  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC18
 QT0506  HORZ ORDER      -  THIRD
 QT0506
 QT0506.The horizontal coordinates were established by classical geodetic methods
 QT0506.and adjusted by the National Geodetic Survey in January 1998.
 QT0506
 QT0506.The orthometric height was scaled from a topographic map.
 QT0506
 QT0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0506.GEOID18 height accuracy estimate available here.
 QT0506
 QT0506.Click photographs - Photos may exist for this station.
 QT0506
 QT0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0506
 QT0506. The following values were computed from the NAD 83(1996) position.
 QT0506
 QT0506;                    North         East     Units Scale Factor Converg.
 QT0506;SPC SD N     -   142,459.100   342,122.741   MT  0.99993916   -2 19 05.8
 QT0506;SPC SD N     -   467,384.56  1,122,447.69   sFT  0.99993916   -2 19 05.8
 QT0506;UTM  13      - 4,991,992.910   635,747.308   MT  0.99982659   +1 13 15.5
 QT0506
 QT0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0506!SPC SD N     -   0.99986585  x   0.99993916  =   0.99980502
 QT0506!UTM  13      -   0.99986585  x   0.99982659  =   0.99969246
 QT0506
 QT0506:                Primary Azimuth Mark                     Grid Az
 QT0506:SPC SD N     -  FROG AZ MK                               270 19 47.8
 QT0506:UTM  13      -  FROG AZ MK                               266 47 26.5
 QT0506
 QT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3574791992(NAD 83)
 QT0506
 QT0506|---------------------------------------------------------------------|
 QT0506| PID    Reference Object                     Distance      Geod. Az  |
 QT0506|                                                           dddmmss.s |
 QT0506| CQ7637 FROG RM 1                             9.294 METERS 16947     |
 QT0506| CQ7638 FROG RM 2                             9.938 METERS 25609     |
 QT0506| CQ7636 FROG AZ MK                                         2680042.0 |
 QT0506|---------------------------------------------------------------------|
 QT0506
 QT0506                          SUPERSEDED SURVEY CONTROL
 QT0506
 QT0506  NAD 83(1993)-  45 04 06.15958(N)    103 16 32.15818(W) AD(       ) 3
 QT0506  NAD 83(1986)-  45 04 06.15555(N)    103 16 32.15694(W) AD(       ) 3
 QT0506  NAD 27      -  45 04 06.19100(N)    103 16 30.48800(W) AD(       ) 3
 QT0506
 QT0506.Superseded values are not recommended for survey control.
 QT0506
 QT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0506.See file dsdata.pdf to determine how the superseded data were derived.
 QT0506
 QT0506_MARKER: DS = TRIANGULATION STATION DISK
 QT0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0506_STAMPING: FROG 1951
 QT0506_MARK LOGO: CGS
 QT0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0506+STABILITY: SURFACE MOTION
 QT0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0506+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2001
 QT0506
 QT0506  HISTORY     - Date     Condition        Report By
 QT0506  HISTORY     - 1951     MONUMENTED       CGS
 QT0506  HISTORY     - 20011218 GOOD             DUCKS
 QT0506
 QT0506                          STATION DESCRIPTION
 QT0506
 QT0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCM)
 QT0506'THE STATION IS ABOUT 10-1/2 MILES NORTHEAST OF CASTLE ROCK,
 QT0506'4-1/2 MILES SOUTH OF HOOVER, 3 MILES EAST OF FROG CREEK, IN
 QT0506'SECTION 21, T 13 N, R 7 E, 110 FEET NORTH OF THE CENTER OF A
 QT0506'GRADED ROAD, AND 4 FEET EAST-SOUTHEAST OF A 4 X 4 INCH WITNESS
 QT0506'POST.
 QT0506'
 QT0506'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE ROCK, GO
 QT0506'NORTH ON STATE HIGHWAY 79 FOR 6.7 MILES TO A SIDE ROAD RIGHT
 QT0506'AT THE SIGN HOOVER 8, TURN RIGHT AND GO EAST ON GRADED ROAD FOR
 QT0506'4.6 MILES TO A FORK, BEAR RIGHT AND GO SOUTHEAST FOR 2.15 MILES
 QT0506'TO THE AZIMUTH MARK ON LEFT, CONTINUE EAST FOR 0.35 MILE TO TOP
 QT0506'OF HILL AND STATION ON LEFT.
 QT0506'
 QT0506'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0506'FROG 1951.
 QT0506'
 QT0506'REFERENCE MARK 1 IS 31 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH WITNESS
 QT0506'POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED FROG
 QT0506'NO 1 1951.
 QT0506'
 QT0506'REFERENCE MARK 2 IS 28 FEET WEST-SOUTHWEST OF A 4 X 4 INCH WITNESS
 QT0506'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0506'FROG NO 2 1951.
 QT0506'
 QT0506'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF A GRADED ROAD
 QT0506'AND 4 FEET WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QT0506'6 INCHES, AND THE DISK IS STAMPED FROG 1951.
 QT0506'
 QT0506'THE MARKS WERE ESTABLISHED IN 1951, BUT THE STATION WAS NOT
 QT0506'OCCUPIED.
 QT0506
 QT0506                          STATION RECOVERY (2001)
 QT0506
 QT0506'RECOVERY NOTE BY DUCKS UNLIMITED 2001 (GLJ)
 QT0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2369 ***********************************************************************
 PU2369  DESIGNATION -  FRUITDALE
 PU2369  PID         -  PU2369
 PU2369  STATE/COUNTY-  SD/BUTTE
 PU2369  COUNTRY     -  US
 PU2369  USGS QUAD   -  FRUITDALE (2017)
 PU2369
 PU2369                         *CURRENT SURVEY CONTROL
 PU2369  ______________________________________________________________________
 PU2369* NAD 83(1996) POSITION- 44 41 27.11311(N) 103 43 20.15710(W)   ADJUSTED
 PU2369* NAVD 88 ORTHO HEIGHT -   943.913 (meters)     3096.82  (feet) ADJUSTED
 PU2369  ______________________________________________________________________
 PU2369  GEOID HEIGHT    -        -15.613 (meters)                     GEOID18
 PU2369  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 PU2369  DYNAMIC HEIGHT  -        943.667 (meters)     3096.01  (feet) COMP
 PU2369  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 PU2369
 PU2369  HORZ ORDER      -  SECOND
 PU2369  VERT ORDER      -  FIRST     CLASS II
 PU2369
 PU2369.The horizontal coordinates were established by classical geodetic methods
 PU2369.and adjusted by the National Geodetic Survey in January 1998.
 PU2369
 PU2369.The orthometric height was determined by differential leveling and
 PU2369.adjusted by the NATIONAL GEODETIC SURVEY
 PU2369.in July 1998.
 PU2369
 PU2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2369.GEOID18 height accuracy estimate available here.
 PU2369
 PU2369.Click photographs - Photos may exist for this station.
 PU2369
 PU2369.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2369
 PU2369.The dynamic height is computed by dividing the NAVD 88
 PU2369.geopotential number by the normal gravity value computed on the
 PU2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2369.degrees latitude (g = 980.6199 gals.).
 PU2369
 PU2369.The modeled gravity was interpolated from observed gravity values.
 PU2369
 PU2369. The following values were computed from the NAD 83(1996) position.
 PU2369
 PU2369;                    North         East     Units Scale Factor Converg.
 PU2369;SPC SD N     -   102,072.503   305,053.356   MT  0.99995878   -2 38 03.8
 PU2369;SPC SD N     -   334,882.87  1,000,829.22   sFT  0.99995878   -2 38 03.8
 PU2369;UTM  13      - 4,949,404.339   601,245.143   MT  0.99972605   +0 53 55.3
 PU2369
 PU2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2369!SPC SD N     -   0.99985447  x   0.99995878  =   0.99981326
 PU2369!UTM  13      -   0.99985447  x   0.99972605  =   0.99958056
 PU2369
 PU2369:                Primary Azimuth Mark                     Grid Az
 PU2369:SPC SD N     -  FRUITDALE AZ MK                          271 45 39.7
 PU2369:UTM  13      -  FRUITDALE AZ MK                          268 13 40.6
 PU2369
 PU2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0124549404(NAD 83)
 PU2369
 PU2369|---------------------------------------------------------------------|
 PU2369| PID    Reference Object                     Distance      Geod. Az  |
 PU2369|                                                           dddmmss.s |
 PU2369| AE3134 FRUITDALE RM 1                        8.751 METERS 15849     |
 PU2369| AC6357 FRUITDALE RM 2                        9.158 METERS 26637     |
 PU2369| AC6358 FRUITDALE AZ MK                                    2690735.9 |
 PU2369|---------------------------------------------------------------------|
 PU2369
 PU2369                          SUPERSEDED SURVEY CONTROL
 PU2369
 PU2369  NAD 83(1993)-  44 41 27.10756(N)    103 43 20.15790(W) AD(       ) 2
 PU2369  NAD 83(1986)-  44 41 27.10228(N)    103 43 20.15224(W) AD(       ) 2
 PU2369  NAD 27      -  44 41 27.15800(N)    103 43 18.44080(W) AD(       ) 2
 PU2369
 PU2369.Superseded values are not recommended for survey control.
 PU2369
 PU2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2369.See file dsdata.pdf to determine how the superseded data were derived.
 PU2369
 PU2369_MARKER: DS = TRIANGULATION STATION DISK
 PU2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2369_STAMPING: FRUITDALE 1950
 PU2369_MARK LOGO: CGS
 PU2369_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2369+STABILITY: SURFACE MOTION
 PU2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2369+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU2369
 PU2369  HISTORY     - Date     Condition        Report By
 PU2369  HISTORY     - 1950     MONUMENTED       CGS
 PU2369  HISTORY     - 1962     GOOD             CGS
 PU2369  HISTORY     - 19951116 GOOD             NGS
 PU2369
 PU2369                          STATION DESCRIPTION
 PU2369
 PU2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2369'THE STATION IS LOCATED ON A LOW KNOLL JUST SOUTH OF U.S.
 PU2369'HIGHWAY NO. 212, ABOUT 7 MILES EAST OF BELLE FOURCHE, ABOUT
 PU2369'2 MILES NORTHWEST OF FRUITDALE, 130 FEET SOUTH OF THE CENTER OF
 PU2369'THE HIGHWAY, AND 5.5 FEET WEST OF A WITNESS POST.
 PU2369'
 PU2369'TO REACH FROM THE BELLE FOURCHE POST OFFICE, GO EAST ON U.S.
 PU2369'HIGHWAY NO. 212 FOR 6.2 MILES TO THE EAST END OF THE BELLE
 PU2369'FOURCHE RIVER BRIDGE, AND THE AZIMUTH MARK ON THE RIGHT AS
 PU2369'DESCRIBED.  CONTINUE EAST ON 212 FOR 0.7 MILE TO THE STATION
 PU2369'ON THE RIGHT AS DESCRIBED.
 PU2369'
 PU2369'REFERENCE MARK NO. 1 IS 44 FEET SOUTHOF THE HIGHWAY CUT.  IT
 PU2369'PROJECTS 12 INCHES, AND THE DISK IS STAMPED FRUITDALE NO 1 1950.
 PU2369'
 PU2369'REFERENCE MARK NO. 2 IS 130 FEET SOUTH OF THE CENTER OF THE
 PU2369'HIGHWAY CUT.  IT PROJECTS 12 INCHES, AND THE DISKIS STAMPED
 PU2369'FRUITDALE NO 2 1950.
 PU2369'
 PU2369'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE SOUTH ABUTMENT,
 PU2369'ON THE EAST END OF THE BELLE FOURCHE RIVER BRIDGE.
 PU2369'
 PU2369'ALL MARKS ARE STANDARD DISKS, AND ALL ARE SET IN 12-INCH CONCRETE
 PU2369'CYLINDERS WITH THE EXCEPTION OF THE AZIMUTH MARK.
 PU2369
 PU2369                          STATION RECOVERY (1962)
 PU2369
 PU2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2369'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 PU2369'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 PU2369'GOOD CONDITION.  THE HORIZONTAL DISTANCE TO BOTH REFERENCE
 PU2369'MARKS WERE FOUND IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 PU2369'
 PU2369'THE STATION IS LOCATED 6-1/2 MILES EAST-NORTHEAST OF BELLE
 PU2369'FOURCHE, 2 MILES NORTHWEST OF FRUITDALE, ON THE TOP OF A
 PU2369'LOW KNOLL ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 212.
 PU2369'
 PU2369'TO REACH THE STATION FROM THE POST OFFICE IN BELLE FOURCHE,
 PU2369'GO EAST AND NORTHEAST ON U.S. HIGHWAY 212 FOR 6.3 MILES TO THE
 PU2369'AZIMUTH MARK ON THE RIGHT AS DESCRIBED IN THE SOUTHEAST END
 PU2369'OF THE BELLE FOURCHE RIVER BRIDGE.  CONTINUE STRAIGHT AHEAD
 PU2369'AND GO EAST ON U.S. HIGHWAY 212 FOR 0.8 MILE TO THE STATION
 PU2369'ON THE RIGHT AS DESCRIBED.
 PU2369'
 PU2369'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2369'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 PU2369'STAMPED FRUITDALE 1950.  IT IS 136-1/2 FEET SOUTH OF THE
 PU2369'CENTER OF U.S. HIGHWAY 212 FOR 5.3 FEET WEST OF A 4 X 4
 PU2369'WHITE WITNESS POST.
 PU2369'
 PU2369'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2369'12-INCH CONCRETE CYLINDER WHICH PROJECTS 12 INCHES AND IS
 PU2369'STAMPED FRUITDALE NO 1 1950.  IT IS 28-1/2 FEET SOUTH OF A
 PU2369'4 X 4 WHITE WITNESS POST.
 PU2369'
 PU2369'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2369'12-INCH CONCRETE CYLINDER WHICH PROJECTS 12 INCHES AND IS
 PU2369'STAMPED FRUITDALE NO 2 1950.  IT IS 136 FEET SOUTH OF THE
 PU2369'CENTER OF U.S. HIGHWAY 212 AND 35.4 FEET WEST OF A 4 X 4
 PU2369'WHITE WITNESS POST.
 PU2369'
 PU2369'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2369'IN THE SOUTH ABUTMENT, ON THE EAST END OF THE BELLE FOURCHE
 PU2369'RIVER BRIDGE.  IT IS STAMPED FRUITDALE 1950.  IT IS 17 FEET
 PU2369'SOUTH OF THE CENTER OF THE BRIDGE.
 PU2369
 PU2369                          STATION RECOVERY (1995)
 PU2369
 PU2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2369'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU2369'U.S. HIGHWAY 85 IN BELLE FOURCHE, 664.0 EAST OF MILEPOST 21, 40.5 M
 PU2369'(132.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT) EAST OF
 PU2369'REFERENCE MARK 2, 7.0 M (23.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3
 PU2369'M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PU2369'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6358 ***********************************************************************
 AC6358  DESIGNATION -  FRUITDALE AZ MK
 AC6358  PID         -  AC6358
 AC6358  STATE/COUNTY-  SD/BUTTE
 AC6358  COUNTRY     -  US
 AC6358  USGS QUAD   -  FRUITDALE (2017)
 AC6358
 AC6358                         *CURRENT SURVEY CONTROL
 AC6358  ______________________________________________________________________
 AC6358* NAD 83(1986) POSITION- 44 41 27.     (N) 103 44 14.     (W)   SCALED
 AC6358* NAVD 88 ORTHO HEIGHT -   901.501 (meters)     2957.67  (feet) ADJUSTED
 AC6358  ______________________________________________________________________
 AC6358  GEOID HEIGHT    -        -15.585 (meters)                     GEOID18
 AC6358  DYNAMIC HEIGHT  -        901.265 (meters)     2956.90  (feet) COMP
 AC6358  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 AC6358
 AC6358  VERT ORDER      -  FIRST     CLASS II
 AC6358
 AC6358.The horizontal coordinates were scaled from a map and have
 AC6358.an estimated accuracy of +/- 6 seconds.
 AC6358
 AC6358.The orthometric height was determined by differential leveling and
 AC6358.adjusted by the NATIONAL GEODETIC SURVEY
 AC6358.in July 1998.
 AC6358
 AC6358.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6358.GEOID18 height accuracy estimate available here.
 AC6358
 AC6358.Click photographs - Photos may exist for this station.
 AC6358
 AC6358.The dynamic height is computed by dividing the NAVD 88
 AC6358.geopotential number by the normal gravity value computed on the
 AC6358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6358.degrees latitude (g = 980.6199 gals.).
 AC6358
 AC6358.The modeled gravity was interpolated from observed gravity values.
 AC6358
 AC6358;                    North         East    Units  Estimated Accuracy
 AC6358;SPC SD N     -   102,120.      303,870.      MT  (+/- 180 meters Scaled)
 AC6358
 AC6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK000493(NAD 83)
 AC6358
 AC6358                          SUPERSEDED SURVEY CONTROL
 AC6358
 AC6358.No superseded survey control is available for this station.
 AC6358
 AC6358_MARKER: DZ = AZIMUTH MARK DISK
 AC6358_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6358_SP_SET: ABUTMENT
 AC6358_STAMPING: FRUITDALE 1950
 AC6358_MARK LOGO: NGS
 AC6358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6358+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AC6358
 AC6358  HISTORY     - Date     Condition        Report By
 AC6358  HISTORY     - 1950     MONUMENTED       CGS
 AC6358  HISTORY     - 19951116 GOOD             NGS
 AC6358
 AC6358                          STATION DESCRIPTION
 AC6358
 AC6358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC6358'9.6 KM (5.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC6358'U.S. HIGHWAY 85 IN BELLE FOURCHE, IN TOP OF AND 0.1 M (0.3 FT) NORTH
 AC6358'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 AC6358'SPANNING THE BELLE FOURCHE RIVER, 7.6 M (24.9 FT) SOUTH OF THE HIGHWAY
 AC6358'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6357 ***********************************************************************
 AC6357  DESIGNATION -  FRUITDALE RM 2
 AC6357  PID         -  AC6357
 AC6357  STATE/COUNTY-  SD/BUTTE
 AC6357  COUNTRY     -  US
 AC6357  USGS QUAD   -  FRUITDALE (2017)
 AC6357
 AC6357                         *CURRENT SURVEY CONTROL
 AC6357  ______________________________________________________________________
 AC6357* NAD 83(1986) POSITION- 44 41 27.10   (N) 103 43 20.57   (W)   HD_HELD1
 AC6357* NAVD 88 ORTHO HEIGHT -   943.775 (meters)     3096.37  (feet) ADJUSTED
 AC6357  ______________________________________________________________________
 AC6357  GEOID HEIGHT    -        -15.613 (meters)                     GEOID18
 AC6357  DYNAMIC HEIGHT  -        943.529 (meters)     3095.56  (feet) COMP
 AC6357  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 AC6357
 AC6357  VERT ORDER      -  FIRST     CLASS II
 AC6357
 AC6357.The horizontal coordinates were determined by differentially corrected
 AC6357.hand held GPS observations or other comparable positioning techniques
 AC6357.and have an estimated accuracy of +/- 3 meters.
 AC6357
 AC6357.The orthometric height was determined by differential leveling and
 AC6357.adjusted by the NATIONAL GEODETIC SURVEY
 AC6357.in July 1998.
 AC6357
 AC6357.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6357.GEOID18 height accuracy estimate available here.
 AC6357
 AC6357.Click photographs - Photos may exist for this station.
 AC6357
 AC6357.The dynamic height is computed by dividing the NAVD 88
 AC6357.geopotential number by the normal gravity value computed on the
 AC6357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6357.degrees latitude (g = 980.6199 gals.).
 AC6357
 AC6357.The modeled gravity was interpolated from observed gravity values.
 AC6357
 AC6357;                    North         East    Units  Estimated Accuracy
 AC6357;SPC SD N     -   102,072.5     305,044.3     MT  (+/- 3 meters HH1 GPS) 
 AC6357
 AC6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0123649403(NAD 83)
 AC6357
 AC6357                          SUPERSEDED SURVEY CONTROL
 AC6357
 AC6357.No superseded survey control is available for this station.
 AC6357
 AC6357_MARKER: DR = REFERENCE MARK DISK
 AC6357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6357_STAMPING: FRUITDALE NO 2 1950
 AC6357_MARK LOGO: CGS
 AC6357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6357+STABILITY: SURFACE MOTION
 AC6357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6357+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AC6357
 AC6357  HISTORY     - Date     Condition        Report By
 AC6357  HISTORY     - 1950     MONUMENTED       CGS
 AC6357  HISTORY     - 19951116 GOOD             NGS
 AC6357
 AC6357                          STATION DESCRIPTION
 AC6357
 AC6357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC6357'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC6357'U.S. HIGHWAY 85 IN BELLE FOURCHE, 664.0 EAST OF MILEPOST 21, 40.5 M
 AC6357'(132.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT) WEST OF
 AC6357'TRIANGULATION STATION FRUITDALE, 7.0 M (23.0 FT) ABOVE THE LEVEL OF
 AC6357'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC6357'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1246 ***********************************************************************
 OQ1246  SACS        -  This is a Secondary Airport Control Station.
 OQ1246  DESIGNATION -  FSD E
 OQ1246  PID         -  OQ1246
 OQ1246  STATE/COUNTY-  SD/MINNEHAHA
 OQ1246  COUNTRY     -  US
 OQ1246  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1246
 OQ1246                         *CURRENT SURVEY CONTROL
 OQ1246  ______________________________________________________________________
 OQ1246* NAD 83(1996) POSITION- 43 34 30.35908(N) 096 45 14.63271(W)   ADJUSTED
 OQ1246* NAD 83(1996) ELLIP HT-   406.056 (meters)        (06/15/04)   ADJUSTED
 OQ1246* NAVD 88 ORTHO HEIGHT -   432.3   (meters)     1418.    (feet) VERTCON3
 OQ1246  ______________________________________________________________________
 OQ1246  GEOID HEIGHT    -        -26.322 (meters)                     GEOID18
 OQ1246  NAD 83(1996) X  -   -544,340.749 (meters)                     COMP
 OQ1246  NAD 83(1996) Y  - -4,596,318.205 (meters)                     COMP
 OQ1246  NAD 83(1996) Z  -  4,374,290.291 (meters)                     COMP
 OQ1246  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 OQ1246  HORZ ORDER      -  SECOND
 OQ1246  ELLP ORDER      -  FOURTH    CLASS I
 OQ1246
 OQ1246.This mark is at Joe Foss Field Airport (FSD)
 OQ1246
 OQ1246.The horizontal coordinates were established by GPS observations
 OQ1246.and adjusted by the National Geodetic Survey in January 1998.
 OQ1246
 OQ1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ1246
 OQ1246.GPS derived orthometric heights for airport stations designated as
 OQ1246.PACS or SACS are published to 2 decimal places.  This maintains
 OQ1246.centimeter relative accuracy between the PACS and SACS.  It does
 OQ1246.not indicate centimeter accuracy relative to other marks which are
 OQ1246.part of the published vertical control network.
 OQ1246
 OQ1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1246.GEOID18 height accuracy estimate available here.
 OQ1246
 OQ1246.Click photographs - Photos may exist for this station.
 OQ1246
 OQ1246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1246
 OQ1246.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1246
 OQ1246.The ellipsoidal height was determined by GPS observations
 OQ1246.and is referenced to NAD 83.
 OQ1246
 OQ1246. The following values were computed from the NAD 83(1996) position.
 OQ1246
 OQ1246;                    North         East     Units Scale Factor Converg.
 OQ1246;SPC SD S     -   144,177.428   889,003.999   MT  0.99990715   +2 28 09.0
 OQ1246;SPC SD S     -   473,022.11  2,916,673.95   sFT  0.99990715   +2 28 09.0
 OQ1246;UTM  14      - 4,827,132.533   681,348.314   MT  1.00000454   +1 32 54.8
 OQ1246
 OQ1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1246!SPC SD S     -   0.99993633  x   0.99990715  =   0.99984349
 OQ1246!UTM  14      -   0.99993633  x   1.00000454  =   0.99994087
 OQ1246
 OQ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8134827132(NAD 83)
 OQ1246
 OQ1246                          SUPERSEDED SURVEY CONTROL
 OQ1246
 OQ1246  ELLIP H (03/16/99)  406.033  (m)                       GP(       ) 4 1
 OQ1246  ELLIP H (01/23/98)  406.028  (m)                       GP(       ) 4 1
 OQ1246  NAD 83(1995)-  43 34 30.36039(N)    096 45 14.63046(W) AD(       ) 2
 OQ1246  NAD 83(1986)-  43 34 30.36186(N)    096 45 14.61231(W) AD(       ) 2
 OQ1246  NGVD 29 (02/09/93)  432.01   (m)  GEOID90  model used  GPS OBS        
 OQ1246
 OQ1246.Superseded values are not recommended for survey control.
 OQ1246
 OQ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1246.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1246
 OQ1246_MARKER: DD = SURVEY DISK
 OQ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1246_STAMPING: FSD E 1979
 OQ1246_MARK LOGO: NOS
 OQ1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1246+STABILITY: SURFACE MOTION
 OQ1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1246+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 OQ1246
 OQ1246  HISTORY     - Date     Condition        Report By
 OQ1246  HISTORY     - 1979     MONUMENTED       NOS
 OQ1246  HISTORY     - 19890907 GOOD             NOS
 OQ1246  HISTORY     - 19920819 GOOD
 OQ1246  HISTORY     - 19960510 GOOD             NGS
 OQ1246  HISTORY     - 20131024 GOOD             INDIV
 OQ1246
 OQ1246                          STATION DESCRIPTION
 OQ1246
 OQ1246'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 OQ1246'THE STATION IS ON THE JOE FOSS FIELD AIRPORT.
 OQ1246'TO REACH FROM THE MINNEHAHA COUNTY COURTHOUSE IN SIOUX FALLS, SD,
 OQ1246'PROCEED NORTH ON MINNESOTA AVENUE (ALSO SD ROUTE 115) FOR 2.4 MI
 OQ1246'(3.86 KM) TO A ROAD LEFT, TURN LEFT ON WEATHER LANE AND GO 0.3 MI
 OQ1246'(0.48 KM) TO GATE 7, PASS THROUGH THE GATE AND IMMEDIATELY TURN RIGHT
 OQ1246'AND GO 0.1 MI (0.16 KM) TO A TAXIWAY, TURN RIGHT AND GO 0.5 MI
 OQ1246'(0.80 KM) TO A PARALLEL TAXIWAY TO RUNWAY 3-21, TURN RIGHT AND GO
 OQ1246'0.35 MI (0.56 KM) TO A 90 DEGREE TURN IN TAXIWAY, TURN LEFT AND GO
 OQ1246'0.2 MI (0.32 KM) , CROSSING THE RUNWAY TO A DIRT AND GRAVEL PERIMETER
 OQ1246'ROAD, TURN LEFT ON PERIMETER ROAD AND GO 1.65 MI (2.66 KM) TO A ROAD
 OQ1246'LEFT, TURN LEFT AND GO 0.1 MI (0.16 KM) TO TRACK ROAD RIGHT, TURN
 OQ1246'RIGHT, AND GO APPROXIMATELY 350 FT (106.68 M) TO STATION ON LEFT.
 OQ1246'THE STATION IS 412.1 FT (125.61 M) WEST-SOUTHWEST OF THE CENTER OF THE
 OQ1246'GLIDE SLOPE ANTENNA, 170.0 FT (51.82 M) SOUTH OF THE SOUTH LEG OF THE
 OQ1246'SOUTHERLY-MOST TRANSMISSOMETER, 73.0 FT (22.25 M) NORTHEAST OF A
 OQ1246'CAUTION NATURAL GAS PIPELINE SIGN, AND 10.0 FT (3.05 M) SOUTHEAST
 OQ1246'OF THE CENTER OF TRACK ROAD.
 OQ1246'THE STATION IS A NOS DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE
 OQ1246'POST FLUSH WITH THE GROUND AND STAMPED FSD E 1979.
 OQ1246'FOR ACCESS TO THE AIRPORT, CONTACT MR. MICHAEL MARNACH, AIRPORT
 OQ1246'DIRECTOR, JOE FOSS FIELD, SIOUX FALLS, SD 57104, PHONE (605)
 OQ1246'336-0762.
 OQ1246
 OQ1246                          STATION RECOVERY (1989)
 OQ1246
 OQ1246'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 OQ1246'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE AIRPORT NEAR THE
 OQ1246'ILS GLIDE SLOPE ANTENNA SERVING RWY END 3.  IT IS 412.1 FT. (125.6 M)
 OQ1246'WSW OF THE CENTER OF THE BASE OF THE GLIDE SLOPE ANTENNA, 170.0 FT.
 OQ1246'(51.8 M) SOUHT OF THE SOUTH LEG OF THE SOUTH-WESTERLY OF THE TWO
 OQ1246'TRANSMISSOMETERS, 73.0 FT. (22.3 M) NORTHEAST OF S CAUTION NATURAL GAS
 OQ1246'PIPELINE SIGN, AND 10 FT. (3.0 M) SOUTHEAST OF THE CENTERLINE OF A
 OQ1246'GRAVEL ROAD.  IT IS AN NOS DISK STAMPED FSD E 1979 AND SET IN THE TOP
 OQ1246'OF A CONCRETE POST FLUSH WITH THE GROUND.
 OQ1246
 OQ1246                          STATION RECOVERY (1992)
 OQ1246
 OQ1246'RECOVERED 1992
 OQ1246'RECOVERED IN GOOD CONDITION.
 OQ1246
 OQ1246                          STATION RECOVERY (1996)
 OQ1246
 OQ1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1246'THE STATION IS LOCATED 1.2 MI (1.9 KM) NORTH OF SIOUX FALLS, AT JOE
 OQ1246'FOSS FIELD.  OWNERSHIP--CITY OF SIOUX FALLS, 2801 JAYCEE LANE, SIOUX
 OQ1246'FALLS SD 57105.  AIRPORT MANAGER IS MICHAEL N. MARNACH, PHONE
 OQ1246'605-336-0762.  NOTE--TO ACCESS STATIONS CONTACT DON ZWART OR LEROY
 OQ1246'GREEN AT THE AIRPORT MAINTENANCE SHOP, PHONE 605-336-0009.
 OQ1246'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH
 OQ1246'THE STATION FROM THE JUNCTION OF INTERSTATE 29 AND RUSSELL STREET IN
 OQ1246'SIOUX FALLS, GO EAST ON RUSSELL STREET FOR 2.35 MI (3.78 KM) TO
 OQ1246'MINNESOTA AVENUE.  TURN LEFT AND GO 1.7 MI (2.7 KM) TO WEATHER LANE.
 OQ1246'TURN LEFT ON WEATHER LANE AND GO 0.15 MI (0.24 KM) TO AIRPORT
 OQ1246'MAINTENANCE SHOP.  CONTINUE 0.15 MI (0.24 KM) TO GATE 7, PASS THROUGH
 OQ1246'GATE AND IMMEDIATELY TURN RIGHT AND GO 0.1 MI (0.2 KM) TO A TAXIWAY.
 OQ1246'TURN RIGHT AND GO 0.5 MI (0.8 KM) TO A PARALLEL TAXIWAY, TURN RIGHT
 OQ1246'AND GO 0.35 MI (0.56 KM) TO A LEFT TURN IN TAXIWAY, TURN LEFT AND GO
 OQ1246'0.2 MI (0.3 KM) CROSSING THE RUNWAY TO A DIRT AND GRAVEL PERIMETER
 OQ1246'ROAD ON THE LEFT, TURN LEFT, SOUTH, AND GO 1.65 MI (2.66 KM) TO A DIRT
 OQ1246'ROAD LEFT, TURN LEFT AND GO 0.1 MI (0.2 KM) TO A TRACK ROAD RIGHT,
 OQ1246'TURN RIGHT AND GO APPROXIMATELY 400 FT (121.9 M) TO THE STATION ON THE
 OQ1246'LEFT.  THE STATION IS 397.1 FT (121.0 M) SOUTHWEST OF THE CENTERLINE
 OQ1246'OF A DIRT ROAD, 196.6 FT (59.9 M) SOUTH OF THE SOUTH LEG OF A
 OQ1246'TRANSMISSOMETER, 72.8 FT (22.2 M) NORTHEAST OF A YELLOW CAUTION
 OQ1246'NATURAL GAS PIPELINE SIGN AND 10.0 FT (3.0 M) SOUTHEAST OF A SMALL
 OQ1246'GRAVEL TRACK ROAD.  THE STATION IS A STANDARD NOS DISK SET IN THE TOP
 OQ1246'OF A ROUND CONCRETE MONUMENT.  THIS IS A SECONDARY AIRPORT CONTROL
 OQ1246'STATION.
 OQ1246
 OQ1246                          STATION RECOVERY (2013)
 OQ1246
 OQ1246'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (DMS)
 OQ1246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0500 ***********************************************************************
 OQ0500  DESIGNATION -  FULTON
 OQ0500  PID         -  OQ0500
 OQ0500  STATE/COUNTY-  SD/HANSON
 OQ0500  COUNTRY     -  US
 OQ0500  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0500
 OQ0500                         *CURRENT SURVEY CONTROL
 OQ0500  ______________________________________________________________________
 OQ0500* NAD 83(1996) POSITION- 43 43 26.38308(N) 097 46 55.86456(W)   ADJUSTED
 OQ0500* NAVD 88 ORTHO HEIGHT -   423.068 (meters)     1388.02  (feet) ADJUSTED
 OQ0500  ______________________________________________________________________
 OQ0500  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 OQ0500  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 OQ0500  DYNAMIC HEIGHT  -        422.967 (meters)     1387.68  (feet) COMP
 OQ0500  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 OQ0500
 OQ0500  HORZ ORDER      -  SECOND
 OQ0500  VERT ORDER      -  FIRST     CLASS II
 OQ0500
 OQ0500.The horizontal coordinates were established by classical geodetic methods
 OQ0500.and adjusted by the National Geodetic Survey in January 1998.
 OQ0500
 OQ0500.The orthometric height was determined by differential leveling and
 OQ0500.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0500.in June 1991.
 OQ0500
 OQ0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0500.GEOID18 height accuracy estimate available here.
 OQ0500
 OQ0500.Click photographs - Photos may exist for this station.
 OQ0500
 OQ0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0500
 OQ0500.The dynamic height is computed by dividing the NAVD 88
 OQ0500.geopotential number by the normal gravity value computed on the
 OQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0500.degrees latitude (g = 980.6199 gals.).
 OQ0500
 OQ0500.The modeled gravity was interpolated from observed gravity values.
 OQ0500
 OQ0500. The following values were computed from the NAD 83(1996) position.
 OQ0500
 OQ0500;                    North         East     Units Scale Factor Converg.
 OQ0500;SPC SD S     -   157,647.255   805,512.975   MT  0.99990856   +1 45 35.7
 OQ0500;SPC SD S     -   517,214.37  2,642,753.82   sFT  0.99990856   +1 45 35.7
 OQ0500;UTM  14      - 4,841,938.922   598,089.088   MT  0.99971834   +0 50 30.5
 OQ0500
 OQ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0500!SPC SD S     -   0.99993775  x   0.99990856  =   0.99984631
 OQ0500!UTM  14      -   0.99993775  x   0.99971834  =   0.99965610
 OQ0500
 OQ0500:                Primary Azimuth Mark                     Grid Az
 OQ0500:SPC SD S     -  OMAHA RESET                              088 23 12.2
 OQ0500:UTM  14      -  OMAHA RESET                              089 18 17.4
 OQ0500
 OQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9808941938(NAD 83)
 OQ0500
 OQ0500|---------------------------------------------------------------------|
 OQ0500| PID    Reference Object                     Distance      Geod. Az  |
 OQ0500|                                                           dddmmss.s |
 OQ0500| OQ0499 FULTON RM                            25.035 METERS 00422     |
 OQ0500| OQ1177 OMAHA RESET                         APPROX. 8.5 KM 0900847.9 |
 OQ0500|---------------------------------------------------------------------|
 OQ0500
 OQ0500                          SUPERSEDED SURVEY CONTROL
 OQ0500
 OQ0500  NAD 83(1995)-  43 43 26.39567(N)    097 46 55.84257(W) AD(       ) 2
 OQ0500  NAD 83(1986)-  43 43 26.39679(N)    097 46 55.84173(W) AD(       ) 2
 OQ0500  NAD 27      -  43 43 26.46700(N)    097 46 54.58100(W) AD(       ) 2
 OQ0500  NGVD 29 (??/??/92)  422.777  (m)         1387.06   (f) ADJ UNCH    1 2
 OQ0500  NGVD 29             422.78   (m)         1387.1    (f) LEVELING    3  
 OQ0500
 OQ0500.Superseded values are not recommended for survey control.
 OQ0500
 OQ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0500.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0500
 OQ0500_MARKER: DS = TRIANGULATION STATION DISK
 OQ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0500_STAMPING: FULTON 1924
 OQ0500_MARK LOGO: CGS
 OQ0500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0500+STABILITY: SURFACE MOTION
 OQ0500
 OQ0500  HISTORY     - Date     Condition        Report By
 OQ0500  HISTORY     - 1924     MONUMENTED       CGS
 OQ0500  HISTORY     - 1924     GOOD             CGS
 OQ0500  HISTORY     - 1935     GOOD             CGS
 OQ0500  HISTORY     - 1935     GOOD             CGS
 OQ0500  HISTORY     - 1951     GOOD             CGS
 OQ0500  HISTORY     - 19850718 GOOD             NGS
 OQ0500
 OQ0500                          STATION DESCRIPTION
 OQ0500
 OQ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0500'THIS STATION IS ON THE RIGHT-OF-WAY OF THE CHICAGO ST. PAUL
 OQ0500'MINNEAPOLIS AND OMAHA RAILWAY AOUT 2 MILES E OF THE VILLAGE OF
 OQ0500'FULTON, ABOUT 530 YARDS, E OF THE SECOND SECTION-LINE ROAD E OF
 OQ0500'FULTON.  THE STATION IS ABOUT 36 FEET S OF THE S RAIL AND ABOUT 1
 OQ0500'1/2 FEET ABOVE THE RAIL LEVEL.  THE REFERENCE MARK IS OPPOSITE THE
 OQ0500'STATION JUST INSIDE THE FENCE MARKING THE NORTHERN LIMITS OF
 OQ0500'THE RIGHT-OF-WAY.
 OQ0500'
 OQ0500'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OQ0500'CONCRETE.
 OQ0500'
 OQ0500'HEIGHT OF LIGHT ABOVE STATION MARK - 2.8 METERS.
 OQ0500
 OQ0500                          STATION RECOVERY (1924)
 OQ0500
 OQ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OQ0500'2 MI E FROM FULTON.
 OQ0500'ABOUT 2 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0500'AND OMAHA RAILWAY FROM FULTON, HANSON COUNTY, ABOUT 0.3 MILE
 OQ0500'EAST OF THE CROSSING OF THE SECOND SECTION-LINE ROAD EAST OF
 OQ0500'THE TOWN, ABOUT 8 RAILS EAST OF A WHISTLE POST, 33.5 FEET SOUTH
 OQ0500'OF THE CENTER LINE OF THE TRACK, 3 FEET NORTH OF A ROW OF POLES,
 OQ0500'AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 OQ0500'TRIANGULATION-STATION DISK, STAMPED FULTON 1924 AND SET IN THE
 OQ0500'TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 OQ0500'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS
 OQ0500'NOW SOO LINE RAILROAD.
 OQ0500
 OQ0500                          STATION RECOVERY (1935)
 OQ0500
 OQ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0500'STATION RECOVERED JUNE 6, 1935 AND FOUND TO BE IN GOOD CONDITION.
 OQ0500'I FOUND THE STATION MARK TO BE ABOUT 8 RAILS OR ABOUT 88 YARDS
 OQ0500'E OF WHISTLE POST, 33.5 FEET S OF CENTER LINE OF TRACK INSTEAD OF
 OQ0500'ABOUT 60 YARDS E, OF WHISTLE POST AND 36 FEET S OF S RAIL, AS
 OQ0500'DESCRIBED.  OTHER DETAILS OF THE PUBLISHED DESCRIPTION WERE
 OQ0500'FOUND TO BE CORRECT.  THE MARK IS, ALSO, 22-1/2 FEET N OF S
 OQ0500'RIGHT-OF-WAY FENCE AND ABOUT 3 FEET N OF POLE LINE.  MARK
 OQ0500'PROJECTS ABOUT 1 INCH ABOVE GROUND.  REFERENCE MARK WAS FOUND TO
 OQ0500'BE AS DESCRIBED.  IT IS 48 FEET N OF CENTER LINE OF TRACK, 2
 OQ0500'FEET S OF N RIGHT-OF-WAY FENCE, AND 82.14 FEET N OF
 OQ0500'STATION.
 OQ0500
 OQ0500                          STATION RECOVERY (1935)
 OQ0500
 OQ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0500'RECOVERED IN GOOD CONDITION.
 OQ0500
 OQ0500                          STATION RECOVERY (1951)
 OQ0500
 OQ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OQ0500'STATION AND REFERENCE MARK WERE RECOVERED AS PREVIOUSLY
 OQ0500'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OQ0500
 OQ0500                          STATION RECOVERY (1985)
 OQ0500
 OQ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OQ0500'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 OQ0500'REFERENCE MARK 2 WAS ESTABLISHED AND HANSON RURAL WATER TANK WAS
 OQ0500'OBSERVED TO SUFFICE FOR AN AZIMUTH MARK.  THE ROUTE TO THE STATION HAS
 OQ0500'CHANGED AND NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABUT
 OQ0500'3.2 KM (2.00 MI) EAST TO FULTON, 0.5 KM (0.30 MI) EAST OF A GRAVELED
 OQ0500'SECTION LINE ROAD, ALONG THE SOUTH SIDE OF AN ABANDONED RAILROAD.  TO
 OQ0500'REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY 16 AND THE MAIN
 OQ0500'ROAD LEADING INTO FULTON, ON THE SOUTH EDGE OF FULTON, WHICH IS ABOUT
 OQ0500'17.7 KM (11.00 MI) EAST OF MITCHELL, GO EAST ON OLD HIGHWAY 16 FOR 3.2
 OQ0500'KM (2.00 MI) TO AN ASPHALT ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE
 OQ0500'ASPHALT ROAD NORTH FOR 2.4 KM (1.50 MI) TO AN OLD RAILROAD CROSSING.
 OQ0500'TURN RIGHT AND GO EAST ALONG ABANDONED RAILROAD FOR 0.5 KM (0.30 MI)
 OQ0500'TO THE STATION ON THE RIGHT.  THE STATION IS STANDARD CGS DISK STAMPED
 OQ0500'FULTON 1924 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES
 OQ0500'(30 CM) IN DIAMETER 12 INCHES (30 CM) IN DIAMETER RECESSED 2 INCHES (5
 OQ0500'CM) ABOVE THE GROUND.  LOCATED 38.1 METERS (125.0 FT) WSW FROM A LONE
 OQ0500'BUSH,  10.2 METERS (33.5 FT) S FROM THE CENTER OF OLD RAILROAD BED,
 OQ0500'5.2 METERS (17.1 FT) N FROM A FENCE AND 0.3 METER (1.0 FT) E FROM A
 OQ0500'WITNESS POST.  REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED
 OQ0500'FULTON 1924 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES
 OQ0500'((30 CM) IN DIAMETER RECESSED 4 INCHES (10 CM) ABOVE THE GROUND.
 OQ0500'LOCATED 15.2 METERS (49.9 FT) N FROM THE CENTER OF OLD RAILROAD BED.
 OQ0500'0.5 METER (1.6 FT) S FROM A PROJECTED LINE OF FENCE TO THE EAST.  0.4
 OQ0500'METER (1.3 FT) W FROM A WITNESS POST, AND 1 FEET, (0.3 M) LOWER THAN
 OQ0500'THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 OQ0500'FULTON 1924 NO. 2 1985 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OQ0500'10 INCHES (25 CM) IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE
 OQ0500'GROUND. LOCATED 10.2 METERS (33.5 FT) S FROM THE CENTER OF OLD
 OQ0500'RAILROAD BED. 5.0 METER (16.4 FT) N FROM A FENCE.  4.0 METER (13.1 FT)
 OQ0500'NE FROM A SMALL ROCK PILE AND 0.5 FEET, 0.2 METERS LOWER THAN THE
 OQ0500'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0499 ***********************************************************************
 OQ0499  DESIGNATION -  FULTON RM
 OQ0499  PID         -  OQ0499
 OQ0499  STATE/COUNTY-  SD/HANSON
 OQ0499  COUNTRY     -  US
 OQ0499  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0499
 OQ0499                         *CURRENT SURVEY CONTROL
 OQ0499  ______________________________________________________________________
 OQ0499* NAD 83(1986) POSITION- 43 43 27.19   (N) 097 46 55.78   (W)   HD_HELD1
 OQ0499* NAVD 88 ORTHO HEIGHT -   422.96  (+/-2cm)     1387.7   (feet) VERTCON3
 OQ0499  ______________________________________________________________________
 OQ0499  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 OQ0499  VERT ORDER      -  ? (See Below)
 OQ0499
 OQ0499.The horizontal coordinates were determined by differentially corrected
 OQ0499.hand held GPS observations or other comparable positioning techniques
 OQ0499.and have an estimated accuracy of +/- 3 meters.
 OQ0499
 OQ0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0499
 OQ0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0499.GEOID18 height accuracy estimate available here.
 OQ0499
 OQ0499.The vertical order pertains to the NGVD 29 superseded value.
 OQ0499
 OQ0499.Click photographs - Photos may exist for this station.
 OQ0499
 OQ0499;                    North         East    Units  Estimated Accuracy
 OQ0499;SPC SD S     -   157,672.2     805,514.1     MT  (+/- 3 meters HH1 GPS) 
 OQ0499
 OQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9809041963(NAD 83)
 OQ0499
 OQ0499                          SUPERSEDED SURVEY CONTROL
 OQ0499
 OQ0499  NGVD 29 (??/??/92)  422.667  (m)         1386.70   (f) ADJ UNCH       
 OQ0499
 OQ0499.Superseded values are not recommended for survey control.
 OQ0499
 OQ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0499.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0499
 OQ0499_MARKER: DR = REFERENCE MARK DISK
 OQ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0499_STAMPING: FULTON 1924
 OQ0499_MARK LOGO: CGS
 OQ0499_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0499+STABILITY: SURFACE MOTION
 OQ0499
 OQ0499  HISTORY     - Date     Condition        Report By
 OQ0499  HISTORY     - 1924     MONUMENTED       CGS
 OQ0499  HISTORY     - 1935     GOOD             CGS
 OQ0499
 OQ0499                          STATION DESCRIPTION
 OQ0499
 OQ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0499'2 MI E FROM FULTON.
 OQ0499'ABOUT 2 MILES EAST ALONG THE CHICAGO, ST PAUL, MINNEAPOLIS AND
 OQ0499'OMAHA RAILWAY FROM FULTON, HANSON COUNTY, ABOUT 0.3 MILE EAST
 OQ0499'OF THE CROSSING OF THE SECOND SECTION-LINE ROAD EAST OF THE
 OQ0499'TOWN, 82.1 FEET NORTH OF TRAVERSE STATION FULTON, DESCRIBED
 OQ0499'BELOW, 48 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 OQ0499'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE-MARK DISK,
 OQ0499'STAMPED FULTON 1924 AND SET IN THE TOP OF A CONCRETE POST
 OQ0499'PROJECTING ABOUT 1 INCH ABOVE GROUND.  NOTE-- THE CHICAGO, ST.
 OQ0499'PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0499
 OQ0499                          STATION RECOVERY (1935)
 OQ0499
 OQ0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0098 ***********************************************************************
 QQ0098  DESIGNATION -  G
 QQ0098  PID         -  QQ0098
 QQ0098  STATE/COUNTY-  SD/GRANT
 QQ0098  COUNTRY     -  US
 QQ0098  USGS QUAD   -  BIG STONE LAKE SE (2017)
 QQ0098
 QQ0098                         *CURRENT SURVEY CONTROL
 QQ0098  ______________________________________________________________________
 QQ0098* NAD 83(1986) POSITION- 45 15 53.     (N) 096 32 23.     (W)   SCALED
 QQ0098* NAVD 88 ORTHO HEIGHT -   324.602 (meters)     1064.97  (feet) ADJUSTED
 QQ0098  ______________________________________________________________________
 QQ0098  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 QQ0098  DYNAMIC HEIGHT  -        324.580 (meters)     1064.89  (feet) COMP
 QQ0098  MODELED GRAVITY -    980,539.4   (mgal)                       NAVD 88
 QQ0098
 QQ0098  VERT ORDER      -  FIRST     CLASS II
 QQ0098
 QQ0098.The horizontal coordinates were scaled from a map and have
 QQ0098.an estimated accuracy of +/- 6 seconds.
 QQ0098
 QQ0098.The orthometric height was determined by differential leveling and
 QQ0098.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0098.in June 1991.
 QQ0098
 QQ0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0098.GEOID18 height accuracy estimate available here.
 QQ0098
 QQ0098.Click photographs - Photos may exist for this station.
 QQ0098
 QQ0098.The dynamic height is computed by dividing the NAVD 88
 QQ0098.geopotential number by the normal gravity value computed on the
 QQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0098.degrees latitude (g = 980.6199 gals.).
 QQ0098
 QQ0098.The modeled gravity was interpolated from observed gravity values.
 QQ0098
 QQ0098;                    North         East    Units  Estimated Accuracy
 QQ0098;SPC SD N     -   164,860.      871,480.      MT  (+/- 180 meters Scaled)
 QQ0098
 QQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR930153(NAD 83)
 QQ0098
 QQ0098                          SUPERSEDED SURVEY CONTROL
 QQ0098
 QQ0098  NGVD 29 (??/??/92)  324.373  (m)         1064.21   (f) ADJ UNCH    1 2
 QQ0098
 QQ0098.Superseded values are not recommended for survey control.
 QQ0098
 QQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0098.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0098
 QQ0098_MARKER: P = PIPE CAP
 QQ0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0098_MARK LOGO: CGS
 QQ0098_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0098
 QQ0098  HISTORY     - Date     Condition        Report By
 QQ0098  HISTORY     - 1904     MONUMENTED       CGS
 QQ0098  HISTORY     - 1905     GOOD             CGS
 QQ0098  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0098
 QQ0098                          STATION DESCRIPTION
 QQ0098
 QQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0098'5.9 MI E FROM MILBANK.
 QQ0098'ABOUT 5.9 MILES EAST ALONG THE OLD ROUTE OF THE CHICAGO,
 QQ0098'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM MILBANK, GRANT
 QQ0098'COUNTY, NEAR THE NORTHWEST CORNER OF THE NW 1/4 OF SEC. 34,
 QQ0098'T. 121 N., R. 47 W., AT THE SOUTHWEST CORNER OF A CULTIVATED
 QQ0098'FIELD, ABOUT 118 FEET EAST OF A ROAD CROSSING, ABOUT 26 FEET
 QQ0098'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 46 FEET NORTH OF THE
 QQ0098'FORMER ROADBED, AND ON THE RIGHT-OF-WAY LINE.  A STANDARD CAP,
 QQ0098'FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 QQ0098
 QQ0098                          STATION RECOVERY (1997)
 QQ0098
 QQ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0098'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0472 ***********************************************************************
 OS0472  DESIGNATION -  G 10
 OS0472  PID         -  OS0472
 OS0472  STATE/COUNTY-  SD/JACKSON
 OS0472  COUNTRY     -  US
 OS0472  USGS QUAD   -  INTERIOR (2017)
 OS0472
 OS0472                         *CURRENT SURVEY CONTROL
 OS0472  ______________________________________________________________________
 OS0472* NAD 83(1986) POSITION- 43 43 33.     (N) 101 56 26.     (W)   SCALED
 OS0472* NAVD 88 ORTHO HEIGHT -   723.240 (meters)     2372.83  (feet) ADJUSTED
 OS0472  ______________________________________________________________________
 OS0472  GEOID HEIGHT    -        -20.026 (meters)                     GEOID18
 OS0472  DYNAMIC HEIGHT  -        723.009 (meters)     2372.07  (feet) COMP
 OS0472  MODELED GRAVITY -    980,276.3   (mgal)                       NAVD 88
 OS0472
 OS0472  VERT ORDER      -  FIRST     CLASS II
 OS0472
 OS0472.The horizontal coordinates were scaled from a map and have
 OS0472.an estimated accuracy of +/- 6 seconds.
 OS0472
 OS0472.The orthometric height was determined by differential leveling and
 OS0472.adjusted by the NATIONAL GEODETIC SURVEY
 OS0472.in June 1991.
 OS0472
 OS0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0472.GEOID18 height accuracy estimate available here.
 OS0472
 OS0472.Click photographs - Photos may exist for this station.
 OS0472
 OS0472.The dynamic height is computed by dividing the NAVD 88
 OS0472.geopotential number by the normal gravity value computed on the
 OS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0472.degrees latitude (g = 980.6199 gals.).
 OS0472
 OS0472.The modeled gravity was interpolated from observed gravity values.
 OS0472
 OS0472;                    North         East    Units  Estimated Accuracy
 OS0472;SPC SD S     -   155,950.      470,520.      MT  (+/- 180 meters Scaled)
 OS0472
 OS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP631456(NAD 83)
 OS0472
 OS0472                          SUPERSEDED SURVEY CONTROL
 OS0472
 OS0472  NGVD 29 (??/??/92)  722.801  (m)         2371.39   (f) ADJ UNCH    1 2
 OS0472
 OS0472.Superseded values are not recommended for survey control.
 OS0472
 OS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0472.See file dsdata.pdf to determine how the superseded data were derived.
 OS0472
 OS0472_MARKER: DB = BENCH MARK DISK
 OS0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0472_STAMPING: G 10 1925 2371.009
 OS0472_MARK LOGO: CGS
 OS0472_PROJECTION: FLUSH
 OS0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0472+STABILITY: SURFACE MOTION
 OS0472
 OS0472  HISTORY     - Date     Condition        Report By
 OS0472  HISTORY     - 1925     MONUMENTED       CGS
 OS0472  HISTORY     - 1962     GOOD             CGS
 OS0472  HISTORY     - 1973     GOOD             NPS
 OS0472
 OS0472                          STATION DESCRIPTION
 OS0472
 OS0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0472'2.2 MI E FROM INTERIOR.
 OS0472'ABOUT 2.25 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0472'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 3,
 OS0472'T 4 S, R 18 E, 228 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 OS0472'33 FEET EAST OF THE 2ND POLE EAST OF MILE POST 586, 38 FEET
 OS0472'SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES,
 OS0472'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OS0472'RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OS0472'GROUND.
 OS0472
 OS0472                          STATION RECOVERY (1973)
 OS0472
 OS0472'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 OS0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0851 ***********************************************************************
 PU0851  DESIGNATION -  G 10 B 2
 PU0851  PID         -  PU0851
 PU0851  STATE/COUNTY-  SD/MEADE
 PU0851  COUNTRY     -  US
 PU0851  USGS QUAD   -  BULL RUN CREEK (2017)
 PU0851
 PU0851                         *CURRENT SURVEY CONTROL
 PU0851  ______________________________________________________________________
 PU0851* NAD 83(1986) POSITION- 44 45 10.     (N) 102 45 41.     (W)   SCALED
 PU0851* NAVD 88 ORTHO HEIGHT -   878.467 (meters)     2882.10  (feet) ADJUSTED
 PU0851  ______________________________________________________________________
 PU0851  GEOID HEIGHT    -        -17.773 (meters)                     GEOID18
 PU0851  DYNAMIC HEIGHT  -        878.257 (meters)     2881.41  (feet) COMP
 PU0851  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 PU0851
 PU0851  VERT ORDER      -  SECOND    CLASS 0
 PU0851
 PU0851.The horizontal coordinates were scaled from a map and have
 PU0851.an estimated accuracy of +/- 6 seconds.
 PU0851
 PU0851.The orthometric height was determined by differential leveling and
 PU0851.adjusted by the NATIONAL GEODETIC SURVEY
 PU0851.in June 1991.
 PU0851
 PU0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0851.GEOID18 height accuracy estimate available here.
 PU0851
 PU0851.Click photographs - Photos may exist for this station.
 PU0851
 PU0851.The dynamic height is computed by dividing the NAVD 88
 PU0851.geopotential number by the normal gravity value computed on the
 PU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0851.degrees latitude (g = 980.6199 gals.).
 PU0851
 PU0851.The modeled gravity was interpolated from observed gravity values.
 PU0851
 PU0851;                    North         East    Units  Estimated Accuracy
 PU0851;SPC SD N     -   105,900.      381,390.      MT  (+/- 180 meters Scaled)
 PU0851
 PU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK771579(NAD 83)
 PU0851
 PU0851                          SUPERSEDED SURVEY CONTROL
 PU0851
 PU0851  NGVD 29 (??/??/92)  878.00   (m)         2880.6    (f) COMPUTED    2 0
 PU0851
 PU0851.Superseded values are not recommended for survey control.
 PU0851
 PU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0851.See file dsdata.pdf to determine how the superseded data were derived.
 PU0851
 PU0851_MARKER: Z = SEE DESCRIPTION
 PU0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0851_SP_SET: PIER
 PU0851_STAMPING: G 10 B 2
 PU0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0851
 PU0851  HISTORY     - Date     Condition        Report By
 PU0851  HISTORY     - UNK      MONUMENTED       USAF
 PU0851  HISTORY     - 1962     GOOD             CGS
 PU0851
 PU0851                          STATION DESCRIPTION
 PU0851
 PU0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0851'2 MI E FROM FAIRPOINT.
 PU0851'1.55 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0851'THENCE 0.3 MILE NORTH AND 0.2 MILE EAST ALONG FENCE LINES, ON
 PU0851'A KNOLL, 44 FEET SOUTH OF AN EAST-WEST FENCE LINE AND IN THE
 PU0851'TOP OF AN 18-INCH CONCRETE PIER PROJECTING 0.4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1577 ***********************************************************************
 PU1577  DESIGNATION -  G 11
 PU1577  PID         -  PU1577
 PU1577  STATE/COUNTY-  SD/PENNINGTON
 PU1577  COUNTRY     -  US
 PU1577  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1577
 PU1577                         *CURRENT SURVEY CONTROL
 PU1577  ______________________________________________________________________
 PU1577* NAD 83(1986) POSITION- 44 04 30.3    (N) 103 12 24.2    (W)   HD_HELD2
 PU1577* NAVD 88 ORTHO HEIGHT -   980.864 (meters)     3218.05  (feet) ADJUSTED
 PU1577  ______________________________________________________________________
 PU1577  GEOID HEIGHT    -        -15.964 (meters)                     GEOID18
 PU1577  DYNAMIC HEIGHT  -        980.539 (meters)     3216.99  (feet) COMP
 PU1577  MODELED GRAVITY -    980,253.8   (mgal)                       NAVD 88
 PU1577
 PU1577  VERT ORDER      -  FIRST     CLASS II
 PU1577
 PU1577.The horizontal coordinates were established by autonomous hand held GPS
 PU1577.observations and have an estimated accuracy of +/- 10 meters.
 PU1577
 PU1577.The orthometric height was determined by differential leveling and
 PU1577.adjusted by the NATIONAL GEODETIC SURVEY
 PU1577.in June 1991.
 PU1577
 PU1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1577.GEOID18 height accuracy estimate available here.
 PU1577
 PU1577.Click photographs - Photos may exist for this station.
 PU1577
 PU1577.The dynamic height is computed by dividing the NAVD 88
 PU1577.geopotential number by the normal gravity value computed on the
 PU1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1577.degrees latitude (g = 980.6199 gals.).
 PU1577
 PU1577.The modeled gravity was interpolated from observed gravity values.
 PU1577
 PU1577;                    North         East    Units  Estimated Accuracy
 PU1577;SPC SD S     -   197,478.      369,887.      MT  (+/- 10 meters HH2 GPS)
 PU1577
 PU1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4359381775(NAD 83)
 PU1577
 PU1577                          SUPERSEDED SURVEY CONTROL
 PU1577
 PU1577  NGVD 29 (??/??/92)  980.395  (m)         3216.51   (f) ADJ UNCH    1 2
 PU1577
 PU1577.Superseded values are not recommended for survey control.
 PU1577
 PU1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1577.See file dsdata.pdf to determine how the superseded data were derived.
 PU1577
 PU1577_MARKER: DB = BENCH MARK DISK
 PU1577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1577_SP_SET: BALUSTRADE
 PU1577_STAMPING: G 11 1925 3216.572
 PU1577_MARK LOGO: CGS
 PU1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1577+STABILITY: SURFACE MOTION
 PU1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1577+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 PU1577
 PU1577  HISTORY     - Date     Condition        Report By
 PU1577  HISTORY     - 1925     MONUMENTED       CGS
 PU1577  HISTORY     - 1962     GOOD             CGS
 PU1577  HISTORY     - 1985     GOOD             NGS
 PU1577  HISTORY     - 19971221 GOOD             USPSQD
 PU1577  HISTORY     - 20120907 GOOD             INDIV
 PU1577  HISTORY     - 20160914 GOOD             USPSQD
 PU1577
 PU1577                          STATION DESCRIPTION
 PU1577
 PU1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1577'1.4 MI SE FROM RAPID CITY.
 PU1577'ABOUT 1.35 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1577'RAILWAY FROM THE STATION AT RAPID CITY TO THE CROSSING WITH
 PU1577'STEEL STREET, THENCE 0.1 MILE SOUTH ACROSS THE GROUNDS OF THE
 PU1577'SCHOOLS OF MINES, AT THE NORTH ENTRANCE TO THE CIVIL ELECTRICAL
 PU1577'ENGINEERING BUILDING, 12 1/2 FEET EAST OF THE CENTER OF THE
 PU1577'NORTH ENTRANCE, 5 FEET SOUTH OF THE MOST EASTERLY ONE OF FOUR
 PU1577'LARGE PILLARS, 1 FOOT NORTH OF THE NORTH FACE OF THE BUILDING,
 PU1577'8 INCHES EAST OF A STEEL GUARD RAIL, ABOUT 8 FEET ABOVE THE
 PU1577'GROUND, AND SET IN THE TOP OF THE SOUTH END OF THE EAST
 PU1577'BALUSTRADE OF ENTRANCE.
 PU1577
 PU1577                          STATION RECOVERY (1985)
 PU1577
 PU1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1577'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 PU1577'MI) SOUTHEAST ALONG ST. JOSEPH STREET (STATE HIGHWAY 79) FROM THE POST
 PU1577'OFFICE IN RAPID CITY, THENCE 0.1 KM (0.05 MI) SOUTHWEST ACROSS THE
 PU1577'SCHOOL OF MINES PARKING LOT, IN TOP OF AND 0.3 METER (1 FT) NORTHEAST
 PU1577'OF THE SOUTHWEST END OF THE SOUTHEAST BALUSTRADE FOR THE MAIN ENTRANCE
 PU1577'TO THE CIVIL ELECTRICAL ENGINEERING BUILDING, 3.8 METERS (12.5 FT)
 PU1577'SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE.  NOTE--DISK DESCRIBED
 PU1577'WAS FOUND TO BE STAMPED G 11 1925 3216.572 AND NOT G 11 1925 3216.512
 PU1577'AS PREVIOUSLY DESCRIBED.
 PU1577'THE MARK IS 2.4 M ABOVE THE GROUND.
 PU1577
 PU1577                          STATION RECOVERY (1997)
 PU1577
 PU1577'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1577'RECOVERED IN GOOD CONDITION.
 PU1577
 PU1577                          STATION RECOVERY (2012)
 PU1577
 PU1577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1577'RECOVERED IN GOOD CONDITION.
 PU1577
 PU1577                          STATION RECOVERY (2016)
 PU1577
 PU1577'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 PU1577'THE BUILDING IS NAMED MCLAURY BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0797 ***********************************************************************
 PU0797  DESIGNATION -  G 11 B 2
 PU0797  PID         -  PU0797
 PU0797  STATE/COUNTY-  SD/MEADE
 PU0797  COUNTRY     -  US
 PU0797  USGS QUAD   -  BIG DRAW (2017)
 PU0797
 PU0797                         *CURRENT SURVEY CONTROL
 PU0797  ______________________________________________________________________
 PU0797* NAD 83(1986) POSITION- 44 49 09.     (N) 102 39 59.     (W)   SCALED
 PU0797* NAVD 88 ORTHO HEIGHT -   784.171 (meters)     2572.73  (feet) ADJUSTED
 PU0797  ______________________________________________________________________
 PU0797  GEOID HEIGHT    -        -17.981 (meters)                     GEOID18
 PU0797  DYNAMIC HEIGHT  -        784.000 (meters)     2572.17  (feet) COMP
 PU0797  MODELED GRAVITY -    980,372.3   (mgal)                       NAVD 88
 PU0797
 PU0797  VERT ORDER      -  SECOND    CLASS 0
 PU0797
 PU0797.The horizontal coordinates were scaled from a map and have
 PU0797.an estimated accuracy of +/- 6 seconds.
 PU0797
 PU0797.The orthometric height was determined by differential leveling and
 PU0797.adjusted by the NATIONAL GEODETIC SURVEY
 PU0797.in June 1991.
 PU0797
 PU0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0797.GEOID18 height accuracy estimate available here.
 PU0797
 PU0797.Click photographs - Photos may exist for this station.
 PU0797
 PU0797.The dynamic height is computed by dividing the NAVD 88
 PU0797.geopotential number by the normal gravity value computed on the
 PU0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0797.degrees latitude (g = 980.6199 gals.).
 PU0797
 PU0797.The modeled gravity was interpolated from observed gravity values.
 PU0797
 PU0797;                    North         East    Units  Estimated Accuracy
 PU0797;SPC SD N     -   113,020.      389,150.      MT  (+/- 180 meters Scaled)
 PU0797
 PU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK845655(NAD 83)
 PU0797
 PU0797                          SUPERSEDED SURVEY CONTROL
 PU0797
 PU0797  NGVD 29 (??/??/92)  783.71   (m)         2571.2    (f) COMPUTED    2 0
 PU0797
 PU0797.Superseded values are not recommended for survey control.
 PU0797
 PU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0797.See file dsdata.pdf to determine how the superseded data were derived.
 PU0797
 PU0797_MARKER: Z = SEE DESCRIPTION
 PU0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0797_SP_SET: PIER
 PU0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0797
 PU0797  HISTORY     - Date     Condition        Report By
 PU0797  HISTORY     - UNK      MONUMENTED       USAF
 PU0797  HISTORY     - 1962     GOOD             CGS
 PU0797
 PU0797                          STATION DESCRIPTION
 PU0797
 PU0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0797'6.65 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0797'STONEVILLE, AT THE CROSSING OF A POWER LINE, 114 FEET SOUTHWEST
 PU0797'OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD EAST, 50 FEET
 PU0797'WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST OF A FENCE,
 PU0797'CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0797'PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0798 ***********************************************************************
 PU0798  DESIGNATION -  G 11 B I
 PU0798  PID         -  PU0798
 PU0798  STATE/COUNTY-  SD/MEADE
 PU0798  COUNTRY     -  US
 PU0798  USGS QUAD   -  BIG DRAW (2017)
 PU0798
 PU0798                         *CURRENT SURVEY CONTROL
 PU0798  ______________________________________________________________________
 PU0798* NAD 83(1986) POSITION- 44 49 12.     (N) 102 40 23.     (W)   SCALED
 PU0798* NAVD 88 ORTHO HEIGHT -   779.719 (meters)     2558.13  (feet) ADJUSTED
 PU0798  ______________________________________________________________________
 PU0798  GEOID HEIGHT    -        -17.964 (meters)                     GEOID18
 PU0798  DYNAMIC HEIGHT  -        779.549 (meters)     2557.57  (feet) COMP
 PU0798  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0798
 PU0798  VERT ORDER      -  SECOND    CLASS 0
 PU0798
 PU0798.The horizontal coordinates were scaled from a map and have
 PU0798.an estimated accuracy of +/- 6 seconds.
 PU0798
 PU0798.The orthometric height was determined by differential leveling and
 PU0798.adjusted by the NATIONAL GEODETIC SURVEY
 PU0798.in June 1991.
 PU0798
 PU0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0798.GEOID18 height accuracy estimate available here.
 PU0798
 PU0798.Click photographs - Photos may exist for this station.
 PU0798
 PU0798.The dynamic height is computed by dividing the NAVD 88
 PU0798.geopotential number by the normal gravity value computed on the
 PU0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0798.degrees latitude (g = 980.6199 gals.).
 PU0798
 PU0798.The modeled gravity was interpolated from observed gravity values.
 PU0798
 PU0798;                    North         East    Units  Estimated Accuracy
 PU0798;SPC SD N     -   113,130.      388,630.      MT  (+/- 180 meters Scaled)
 PU0798
 PU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK839655(NAD 83)
 PU0798
 PU0798                          SUPERSEDED SURVEY CONTROL
 PU0798
 PU0798  NGVD 29 (??/??/92)  779.26   (m)         2556.6    (f) COMPUTED    2 0
 PU0798
 PU0798.Superseded values are not recommended for survey control.
 PU0798
 PU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0798.See file dsdata.pdf to determine how the superseded data were derived.
 PU0798
 PU0798_MARKER: Z = SEE DESCRIPTION
 PU0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0798_SP_SET: PIER
 PU0798_STAMPING: G11 B1
 PU0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0798
 PU0798  HISTORY     - Date     Condition        Report By
 PU0798  HISTORY     - UNK      MONUMENTED       USAF
 PU0798  HISTORY     - 1962     GOOD             CGS
 PU0798
 PU0798                          STATION DESCRIPTION
 PU0798
 PU0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0798'7 MI N FROM STONEVILLE.
 PU0798'6.65 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0798'STONEVILLE, THENCE ABOUT 0.3 MILE WEST ACROSS COUNTRY, 0.3
 PU0798'MILE WEST OF G 11 B 2 (USAF), IN A GRASSY FLAT, CENTER OF
 PU0798'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0798'PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0536 ***********************************************************************
 QS0536  DESIGNATION -  G 119
 QS0536  PID         -  QS0536
 QS0536  STATE/COUNTY-  SD/CORSON
 QS0536  COUNTRY     -  US
 QS0536  USGS QUAD   -  THUNDER HAWK (2017)
 QS0536
 QS0536                         *CURRENT SURVEY CONTROL
 QS0536  ______________________________________________________________________
 QS0536* NAD 83(1986) POSITION- 45 56 12.     (N) 101 54 27.     (W)   SCALED
 QS0536* NAVD 88 ORTHO HEIGHT -   761.660 (meters)     2498.88  (feet) ADJUSTED
 QS0536  ______________________________________________________________________
 QS0536  GEOID HEIGHT    -        -19.463 (meters)                     GEOID18
 QS0536  DYNAMIC HEIGHT  -        761.571 (meters)     2498.59  (feet) COMP
 QS0536  MODELED GRAVITY -    980,473.3   (mgal)                       NAVD 88
 QS0536
 QS0536  VERT ORDER      -  SECOND    CLASS 0
 QS0536
 QS0536.The horizontal coordinates were scaled from a map and have
 QS0536.an estimated accuracy of +/- 6 seconds.
 QS0536
 QS0536.The orthometric height was determined by differential leveling and
 QS0536.adjusted by the NATIONAL GEODETIC SURVEY
 QS0536.in June 1991.
 QS0536
 QS0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0536.GEOID18 height accuracy estimate available here.
 QS0536
 QS0536.Click photographs - Photos may exist for this station.
 QS0536
 QS0536.The dynamic height is computed by dividing the NAVD 88
 QS0536.geopotential number by the normal gravity value computed on the
 QS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0536.degrees latitude (g = 980.6199 gals.).
 QS0536
 QS0536.The modeled gravity was interpolated from observed gravity values.
 QS0536
 QS0536;                    North         East    Units  Estimated Accuracy
 QS0536;SPC SD N     -   235,490.      452,080.      MT  (+/- 180 meters Scaled)
 QS0536
 QS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR746911(NAD 83)
 QS0536
 QS0536                          SUPERSEDED SURVEY CONTROL
 QS0536
 QS0536  NGVD 29 (??/??/92)  761.155  (m)         2497.22   (f) ADJ UNCH    2 0
 QS0536
 QS0536.Superseded values are not recommended for survey control.
 QS0536
 QS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0536.See file dsdata.pdf to determine how the superseded data were derived.
 QS0536
 QS0536_MARKER: DB = BENCH MARK DISK
 QS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0536_STAMPING: G 119 1934
 QS0536_MARK LOGO: CGS
 QS0536_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0536+STABILITY: SURFACE MOTION
 QS0536
 QS0536  HISTORY     - Date     Condition        Report By
 QS0536  HISTORY     - 1934     MONUMENTED       CGS
 QS0536  HISTORY     - 1938     GOOD             CGS
 QS0536
 QS0536                          STATION DESCRIPTION
 QS0536
 QS0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0536'3 MI E FROM THUNDER HAWK.
 QS0536'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0536'RAILROAD FROM THE STATION AT THUNDER HAWK, CORSON COUNTY, 67
 QS0536'FEET WEST OF THE CENTER OF THE GATEWAY AT THE CROSSING OF A
 QS0536'FIELD ROAD, 45.4 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QS0536'23 FEET WEST OF A POLE, AND IN LINE WITH THE ROW OF POLES.  A
 QS0536'STANDARD DISK, STAMPED G 119 1934 AND SET IN THE TOP OF A
 QS0536'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 QS0536
 QS0536                          STATION RECOVERY (1938)
 QS0536
 QS0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0364 ***********************************************************************
 OT0364  DESIGNATION -  G 12
 OT0364  PID         -  OT0364
 OT0364  STATE/COUNTY-  SD/FALL RIVER
 OT0364  COUNTRY     -  US
 OT0364  USGS QUAD   -  HOT SPRINGS (2017)
 OT0364
 OT0364                         *CURRENT SURVEY CONTROL
 OT0364  ______________________________________________________________________
 OT0364* NAD 83(1986) POSITION- 43 24 10.     (N) 103 25 02.     (W)   SCALED
 OT0364* NAVD 88 ORTHO HEIGHT -   982.792 (meters)     3224.38  (feet) POSTED
 OT0364  ______________________________________________________________________
 OT0364  GEOID HEIGHT    -        -15.912 (meters)                     GEOID18
 OT0364  DYNAMIC HEIGHT  -        982.39  (meters)     3223.1   (feet) COMP
 OT0364  MODELED GRAVITY -    980,182.1   (mgal)                       NAVD 88
 OT0364
 OT0364  VERT ORDER      -  * POSTED, SEE BELOW
 OT0364
 OT0364.The horizontal coordinates were scaled from a map and have
 OT0364.an estimated accuracy of +/- 6 seconds.
 OT0364
 OT0364.The orthometric height was determined by differential leveling
 OT0364.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0364
 OT0364.* This is a POSTED BENCH MARK height.
 OT0364
 OT0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0364.GEOID18 height accuracy estimate available here.
 OT0364
 OT0364.Click photographs - Photos may exist for this station.
 OT0364
 OT0364.The dynamic height is computed by dividing the NAVD 88
 OT0364.geopotential number by the normal gravity value computed on the
 OT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0364.degrees latitude (g = 980.6199 gals.).
 OT0364
 OT0364.The modeled gravity was interpolated from observed gravity values.
 OT0364
 OT0364;                    North         East    Units  Estimated Accuracy
 OT0364;SPC SD S     -   123,440.      350,260.      MT  (+/- 180 meters Scaled)
 OT0364
 OT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ281067(NAD 83)
 OT0364
 OT0364                          SUPERSEDED SURVEY CONTROL
 OT0364
 OT0364.No superseded survey control is available for this station.
 OT0364
 OT0364_MARKER: DB = BENCH MARK DISK
 OT0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0364_STAMPING: G 12 1926
 OT0364_MARK LOGO: CGS
 OT0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0364+STABILITY: SURFACE MOTION
 OT0364
 OT0364  HISTORY     - Date     Condition        Report By
 OT0364  HISTORY     - 1926     MONUMENTED       CGS
 OT0364  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0364
 OT0364                          STATION DESCRIPTION
 OT0364
 OT0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0364'3.5 MI E FROM HOT SPRINGS.
 OT0364'3 1/2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0364'HOT SPRINGS, FALL RIVER COUNTY, ABOUT 1/3 MILE WEST OF EVANS
 OT0364'QUARRY, ABOUT 125 YARDS FROM BRIDGE HS 18, 32 FEET NORTH OF A
 OT0364'SWITCH STAND AT THE EAST END OF A CUT, 40 FEET NORTH OF THE
 OT0364'CENTER LINE OF THE TRACK, AND 9 FEET SOUTH OF THE RIGHT-OF-WAY
 OT0364'FENCE.  A STANDARD DISK, STAMPED G 12 1926 AND SET IN THE TOP
 OT0364'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1369 ***********************************************************************
 PU1369  DESIGNATION -  G 121
 PU1369  PID         -  PU1369
 PU1369  STATE/COUNTY-  SD/BUTTE
 PU1369  COUNTRY     -  US
 PU1369  USGS QUAD   -  NEWELL (2017)
 PU1369
 PU1369                         *CURRENT SURVEY CONTROL
 PU1369  ______________________________________________________________________
 PU1369* NAD 83(1986) POSITION- 44 42 38.     (N) 103 25 15.     (W)   SCALED
 PU1369* NAVD 88 ORTHO HEIGHT -   870.063 (meters)     2854.53  (feet) ADJUSTED
 PU1369  ______________________________________________________________________
 PU1369  GEOID HEIGHT    -        -16.365 (meters)                     GEOID18
 PU1369  DYNAMIC HEIGHT  -        869.844 (meters)     2853.81  (feet) COMP
 PU1369  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 PU1369
 PU1369  VERT ORDER      -  SECOND    CLASS 0
 PU1369
 PU1369.The horizontal coordinates were scaled from a map and have
 PU1369.an estimated accuracy of +/- 6 seconds.
 PU1369
 PU1369.The orthometric height was determined by differential leveling and
 PU1369.adjusted by the NATIONAL GEODETIC SURVEY
 PU1369.in June 1991.
 PU1369
 PU1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1369.GEOID18 height accuracy estimate available here.
 PU1369
 PU1369.Click photographs - Photos may exist for this station.
 PU1369
 PU1369.The dynamic height is computed by dividing the NAVD 88
 PU1369.geopotential number by the normal gravity value computed on the
 PU1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1369.degrees latitude (g = 980.6199 gals.).
 PU1369
 PU1369.The modeled gravity was interpolated from observed gravity values.
 PU1369
 PU1369;                    North         East    Units  Estimated Accuracy
 PU1369;SPC SD N     -   103,210.      329,020.      MT  (+/- 180 meters Scaled)
 PU1369
 PU1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK250520(NAD 83)
 PU1369
 PU1369                          SUPERSEDED SURVEY CONTROL
 PU1369
 PU1369  NGVD 29 (??/??/92)  869.590  (m)         2852.98   (f) ADJ UNCH    2 0
 PU1369
 PU1369.Superseded values are not recommended for survey control.
 PU1369
 PU1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1369.See file dsdata.pdf to determine how the superseded data were derived.
 PU1369
 PU1369_MARKER: DB = BENCH MARK DISK
 PU1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1369_STAMPING: G 121 1934
 PU1369_MARK LOGO: CGS
 PU1369_PROJECTION: RECESSED 24 CENTIMETERS
 PU1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1369+STABILITY: SURFACE MOTION
 PU1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1369+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1988
 PU1369
 PU1369  HISTORY     - Date     Condition        Report By
 PU1369  HISTORY     - 1934     MONUMENTED       CGS
 PU1369  HISTORY     - 1962     GOOD             CGS
 PU1369  HISTORY     - 1963     GOOD             CGS
 PU1369  HISTORY     - 19880505 GOOD             NGS
 PU1369
 PU1369                          STATION DESCRIPTION
 PU1369
 PU1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1369'AT NEWELL.
 PU1369'AT NEWELL, AT THE JUNCTION OF DARTMOUTH AVENUE, WHICH IS U.S.
 PU1369'HIGHWAY 212, AND SECOND STREET, AT THE SOUTHEAST CORNER OF THE
 PU1369'LAWN OF THE HEADQUARTERS BUILDING NO 209 OF THE BELLE FOURCHE
 PU1369'IRRIGATION DISTRICT, 107.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 PU1369'OF THE BUILDING.  39.5 FEET NORTH OF THE CENTERLINE OF THE DRIVE
 PU1369'TO THE BUILDING, 17.5 FEET WEST OF THE WEST CURB LINE OF DARTMOUTH
 PU1369'AVENUE, 1.7 FEET WEST OF THE WEST EDGE OF DARTMOUTH AVENUE
 PU1369'SIDEWALK, ABOUT LEVEL WITH THE AVENUE, 0.8 OF A FOOT BELOW THE
 PU1369'SURFACE OF THE YARD.
 PU1369
 PU1369                          STATION RECOVERY (1963)
 PU1369
 PU1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1369'RECOVERED IN GOOD CONDITION.
 PU1369
 PU1369                          STATION RECOVERY (1988)
 PU1369
 PU1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PU1369'AT NEWELL, AT THE JUNCTION OF U.S. HIGHWAY 212 (DARTMOUTH AVENUE)
 PU1369'AND SECOND STREET, AT THE SOUTHEAST CORNER OF THE LAWN OF THE BUREAU
 PU1369'OF LAND MANAGEMENTS, BELLE FOURCHE IRRIGATION DISTRICT, HEADQUARTERS
 PU1369'BUILDING, 32.74 M (107.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 PU1369'OF THE BUILDING, 12.04 M (39.5 FT) NORTH FROM THE CENTER OF THE
 PU1369'DRIVEWAY, 5.33 M (17.5 FT) WEST FROM THE DARTMOUTH AVENUE CURB
 PU1369'FACING, 0.52 M (1.7 FT) WEST FROM THE WEST EDGE OF THE SIDEWALK,
 PU1369'LEVEL WITH THE AVENUE AND 0.24 M (0.8 FT) BELOW THE YARD SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0141 ***********************************************************************
 QT0141  DESIGNATION -  G 122
 QT0141  PID         -  QT0141
 QT0141  STATE/COUNTY-  SD/MEADE
 QT0141  COUNTRY     -  US
 QT0141  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0141
 QT0141                         *CURRENT SURVEY CONTROL
 QT0141  ______________________________________________________________________
 QT0141* NAD 83(1986) POSITION- 45 00 19.     (N) 102 51 47.     (W)   SCALED
 QT0141* NAVD 88 ORTHO HEIGHT -   867.553 (meters)     2846.30  (feet) ADJUSTED
 QT0141  ______________________________________________________________________
 QT0141  GEOID HEIGHT    -        -17.460 (meters)                     GEOID18
 QT0141  DYNAMIC HEIGHT  -        867.366 (meters)     2845.68  (feet) COMP
 QT0141  MODELED GRAVITY -    980,372.3   (mgal)                       NAVD 88
 QT0141
 QT0141  VERT ORDER      -  SECOND    CLASS 0
 QT0141
 QT0141.The horizontal coordinates were scaled from a map and have
 QT0141.an estimated accuracy of +/- 6 seconds.
 QT0141
 QT0141.The orthometric height was determined by differential leveling and
 QT0141.adjusted by the NATIONAL GEODETIC SURVEY
 QT0141.in June 1991.
 QT0141
 QT0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0141.GEOID18 height accuracy estimate available here.
 QT0141
 QT0141.Click photographs - Photos may exist for this station.
 QT0141
 QT0141.The dynamic height is computed by dividing the NAVD 88
 QT0141.geopotential number by the normal gravity value computed on the
 QT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0141.degrees latitude (g = 980.6199 gals.).
 QT0141
 QT0141.The modeled gravity was interpolated from observed gravity values.
 QT0141
 QT0141;                    North         East    Units  Estimated Accuracy
 QT0141;SPC SD N     -   134,220.      374,340.      MT  (+/- 180 meters Scaled)
 QT0141
 QT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK684857(NAD 83)
 QT0141
 QT0141                          SUPERSEDED SURVEY CONTROL
 QT0141
 QT0141  NGVD 29 (??/??/92)  867.079  (m)         2844.74   (f) ADJ UNCH    2 0
 QT0141
 QT0141.Superseded values are not recommended for survey control.
 QT0141
 QT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0141.See file dsdata.pdf to determine how the superseded data were derived.
 QT0141
 QT0141_MARKER: DB = BENCH MARK DISK
 QT0141_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0141_STAMPING: G 122 1934
 QT0141_MARK LOGO: CGS
 QT0141_PROJECTION: PROJECTING 9 CENTIMETERS
 QT0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0141
 QT0141  HISTORY     - Date     Condition        Report By
 QT0141  HISTORY     - 1934     MONUMENTED       CGS
 QT0141  HISTORY     - 1962     GOOD             CGS
 QT0141
 QT0141                          STATION DESCRIPTION
 QT0141
 QT0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0141'1 MI NE FROM MUD BUTTE.
 QT0141'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0141'MUD BUTTE, THENCE 0.4 MILE SOUTH ALONG A DRIVEWAY TO A HOUSE,
 QT0141'314 FEET WEST OF A FARMHOUSE, 171 FEET SOUTHWEST OF THE CENTER
 QT0141'LINE OF THE DRIVEWAY, 120 FEET WEST OF A FENCE CORNER, 117 FEET
 QT0141'EAST OF A T FENCE JUNCTION, 35 FEET SOUTH OF THE CENTER LINE OLD
 QT0141'U.S. HIGHWAY 212, 1.6 FEET NORTH OF A FENCE, ABOUT 5 FEET HIGHER
 QT0141'THAN THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QT0141'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2102 ***********************************************************************
 PU2102  DESIGNATION -  G 124
 PU2102  PID         -  PU2102
 PU2102  STATE/COUNTY-  SD/BUTTE
 PU2102  COUNTRY     -  US
 PU2102  USGS QUAD   -  CASTLE ROCK (2017)
 PU2102
 PU2102                         *CURRENT SURVEY CONTROL
 PU2102  ______________________________________________________________________
 PU2102* NAD 83(1986) POSITION- 44 59 57.2    (N) 103 25 28.3    (W)   HD_HELD2
 PU2102* NAVD 88 ORTHO HEIGHT -   955.974 (meters)     3136.39  (feet) ADJUSTED
 PU2102  ______________________________________________________________________
 PU2102  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 PU2102  DYNAMIC HEIGHT  -        955.744 (meters)     3135.64  (feet) COMP
 PU2102  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 PU2102
 PU2102  VERT ORDER      -  SECOND    CLASS 0
 PU2102
 PU2102.The horizontal coordinates were established by autonomous hand held GPS
 PU2102.observations and have an estimated accuracy of +/- 10 meters.
 PU2102
 PU2102.The orthometric height was determined by differential leveling and
 PU2102.adjusted by the NATIONAL GEODETIC SURVEY
 PU2102.in June 1991.
 PU2102
 PU2102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2102.GEOID18 height accuracy estimate available here.
 PU2102
 PU2102.Click photographs - Photos may exist for this station.
 PU2102
 PU2102.The dynamic height is computed by dividing the NAVD 88
 PU2102.geopotential number by the normal gravity value computed on the
 PU2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2102.degrees latitude (g = 980.6199 gals.).
 PU2102
 PU2102.The modeled gravity was interpolated from observed gravity values.
 PU2102
 PU2102;                    North         East    Units  Estimated Accuracy
 PU2102;SPC SD N     -   135,266.      330,080.      MT  (+/- 10 meters HH2 GPS)
 PU2102
 PU2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2417384071(NAD 83)
 PU2102
 PU2102                          SUPERSEDED SURVEY CONTROL
 PU2102
 PU2102  NGVD 29 (??/??/92)  955.490  (m)         3134.80   (f) ADJ UNCH    2 0
 PU2102
 PU2102.Superseded values are not recommended for survey control.
 PU2102
 PU2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2102.See file dsdata.pdf to determine how the superseded data were derived.
 PU2102
 PU2102_MARKER: DB = BENCH MARK DISK
 PU2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2102_STAMPING: G 124 1934
 PU2102_MARK LOGO: CGS
 PU2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2102+STABILITY: SURFACE MOTION
 PU2102
 PU2102  HISTORY     - Date     Condition        Report By
 PU2102  HISTORY     - 1934     MONUMENTED       CGS
 PU2102  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU2102
 PU2102                          STATION DESCRIPTION
 PU2102
 PU2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU2102'2.4 MI N FROM CASTLE ROCK.
 PU2102'2.4 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU2102'AT CASTLE ROCK, BUTTE COUNTY, 130 YARDS SOUTH OF A 6-FOOT
 PU2102'CORRUGATED IRON-PIPE CULVERT, 45 FEET WEST OF THE CENTERLINE
 PU2102'OF THE HIGHWAY, AND 7 FEET WEST OF A FENCE.  A STANDARD DISK,
 PU2102'STAMPED G 124 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU2102'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0057 ***********************************************************************
 QT0057  DESIGNATION -  G 125
 QT0057  PID         -  QT0057
 QT0057  STATE/COUNTY-  SD/PERKINS
 QT0057  COUNTRY     -  US
 QT0057  USGS QUAD   -  FAITH NW (2017)
 QT0057
 QT0057                         *CURRENT SURVEY CONTROL
 QT0057  ______________________________________________________________________
 QT0057* NAD 83(1986) POSITION- 45 12 53.     (N) 102 09 38.     (W)   SCALED
 QT0057* NAVD 88 ORTHO HEIGHT -   709.578 (meters)     2328.01  (feet) ADJUSTED
 QT0057  ______________________________________________________________________
 QT0057  GEOID HEIGHT    -        -19.012 (meters)                     GEOID18
 QT0057  DYNAMIC HEIGHT  -        709.461 (meters)     2327.62  (feet) COMP
 QT0057  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 QT0057
 QT0057  VERT ORDER      -  SECOND    CLASS 0
 QT0057
 QT0057.The horizontal coordinates were scaled from a map and have
 QT0057.an estimated accuracy of +/- 6 seconds.
 QT0057
 QT0057.The orthometric height was determined by differential leveling and
 QT0057.adjusted by the NATIONAL GEODETIC SURVEY
 QT0057.in June 1991.
 QT0057
 QT0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0057.GEOID18 height accuracy estimate available here.
 QT0057
 QT0057.Click photographs - Photos may exist for this station.
 QT0057
 QT0057.The dynamic height is computed by dividing the NAVD 88
 QT0057.geopotential number by the normal gravity value computed on the
 QT0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0057.degrees latitude (g = 980.6199 gals.).
 QT0057
 QT0057.The modeled gravity was interpolated from observed gravity values.
 QT0057
 QT0057;                    North         East    Units  Estimated Accuracy
 QT0057;SPC SD N     -   155,770.      430,310.      MT  (+/- 180 meters Scaled)
 QT0057
 QT0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL229107(NAD 83)
 QT0057
 QT0057                          SUPERSEDED SURVEY CONTROL
 QT0057
 QT0057  NGVD 29 (??/??/92)  709.141  (m)         2326.57   (f) ADJ UNCH    2 0
 QT0057
 QT0057.Superseded values are not recommended for survey control.
 QT0057
 QT0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0057.See file dsdata.pdf to determine how the superseded data were derived.
 QT0057
 QT0057_MARKER: DB = BENCH MARK DISK
 QT0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0057_STAMPING: G 125 1934
 QT0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0057+STABILITY: SURFACE MOTION
 QT0057
 QT0057  HISTORY     - Date     Condition        Report By
 QT0057  HISTORY     - 1934     MONUMENTED       CGS
 QT0057  HISTORY     - 1951     GOOD             CGS
 QT0057
 QT0057                          STATION DESCRIPTION
 QT0057
 QT0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QT0057'20.1 MI S FROM COAL SPRINGS.
 QT0057'20.1 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE POST OFFICE AT
 QT0057'COAL SPRINGS, PERKINS COUNTY, 1.2 MILES NORTH OF THE BRIDGE
 QT0057'OVER MOREAU RIVER, 0.3 MILE SOUTH OF A GRADED ROAD LEADING WEST,
 QT0057'270 YARDS NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST, 254
 QT0057'FEET SOUTH OF A 3-FOOT CORRUGATED-IRON CULVERT, AND 35 FEET
 QT0057'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 QT0057'G 125 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 QT0057'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2422 ***********************************************************************
 PU2422  DESIGNATION -  G 126 RESET
 PU2422  PID         -  PU2422
 PU2422  STATE/COUNTY-  SD/MEADE
 PU2422  COUNTRY     -  US
 PU2422  USGS QUAD   -  HOWES (2017)
 PU2422
 PU2422                         *CURRENT SURVEY CONTROL
 PU2422  ______________________________________________________________________
 PU2422* NAD 83(1986) POSITION- 44 37 25.     (N) 102 03 09.     (W)   SCALED
 PU2422* NAVD 88 ORTHO HEIGHT -   732.186 (meters)     2402.18  (feet) ADJUSTED
 PU2422  ______________________________________________________________________
 PU2422  GEOID HEIGHT    -        -19.809 (meters)                     GEOID18
 PU2422  DYNAMIC HEIGHT  -        732.013 (meters)     2401.61  (feet) COMP
 PU2422  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 PU2422
 PU2422  VERT ORDER      -  FIRST     CLASS II
 PU2422
 PU2422.The horizontal coordinates were scaled from a map and have
 PU2422.an estimated accuracy of +/- 6 seconds.
 PU2422
 PU2422.The orthometric height was determined by differential leveling and
 PU2422.adjusted by the NATIONAL GEODETIC SURVEY
 PU2422.in July 1998.
 PU2422
 PU2422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2422.GEOID18 height accuracy estimate available here.
 PU2422
 PU2422.Click photographs - Photos may exist for this station.
 PU2422
 PU2422.The dynamic height is computed by dividing the NAVD 88
 PU2422.geopotential number by the normal gravity value computed on the
 PU2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2422.degrees latitude (g = 980.6199 gals.).
 PU2422
 PU2422.The modeled gravity was interpolated from observed gravity values.
 PU2422
 PU2422;                    North         East    Units  Estimated Accuracy
 PU2422;SPC SD N     -    89,880.      437,130.      MT  (+/- 180 meters Scaled)
 PU2422
 PU2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK338453(NAD 83)
 PU2422
 PU2422                          SUPERSEDED SURVEY CONTROL
 PU2422
 PU2422  NGVD 29 (04/17/07)  731.70   (m)         2400.6    (f) RESET       3  
 PU2422
 PU2422.Superseded values are not recommended for survey control.
 PU2422
 PU2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2422.See file dsdata.pdf to determine how the superseded data were derived.
 PU2422
 PU2422_MARKER: DV = VERTICAL CONTROL DISK
 PU2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2422_STAMPING: G 126 RESET 1988
 PU2422_MARK LOGO: NGS
 PU2422_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2422+STABILITY: SURFACE MOTION
 PU2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2422+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2422
 PU2422  HISTORY     - Date     Condition        Report By
 PU2422  HISTORY     - 1988     MONUMENTED       NGS
 PU2422  HISTORY     - 19960711 GOOD             NGS
 PU2422
 PU2422                          STATION DESCRIPTION
 PU2422
 PU2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2422'0.55 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2422'WITH STATE HIGHWAY 34 AT HOWES CORNER, 30 M (98.4 FT) WEST
 PU2422'FROM THE CENTER OF 73, 0.3 M (1.0 FT) EAST FROM A FENCE,
 PU2422'0.3 M (1 FT) WEST FROM A WITNESS POST, IN THE TOP OF A CONCRETE
 PU2422'POST THAT PROJECTS 0.15 M (0.5 FT).
 PU2422
 PU2422                          STATION RECOVERY (1996)
 PU2422
 PU2422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2422'0.6 KM (0.35 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2422'STATE HIGHWAY 34 IN HOWES, 616.0 M (2021.0 FT) NORTH OF MILEPOST 146,
 PU2422'30.0 M (98.4 FT) WEST OF THE HIGHWAY CENTERLINE, 29.2 M (95.8 FT)
 PU2422'NORTH OF THE NORTH END OF 5 BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW
 PU2422'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A FENCE, 0.3 M (1.0
 PU2422'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU2422'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0108 ***********************************************************************
 PT0108  DESIGNATION -  G 13
 PT0108  PID         -  PT0108
 PT0108  STATE/COUNTY-  SD/LYMAN
 PT0108  COUNTRY     -  US
 PT0108  USGS QUAD   -  STONY BUTTE (2017)
 PT0108
 PT0108                         *CURRENT SURVEY CONTROL
 PT0108  ______________________________________________________________________
 PT0108* NAD 83(1986) POSITION- 44 03 52.     (N) 100 17 12.     (W)   SCALED
 PT0108* NAVD 88 ORTHO HEIGHT -   598.789 (meters)     1964.53  (feet) ADJUSTED
 PT0108  ______________________________________________________________________
 PT0108  GEOID HEIGHT    -        -24.384 (meters)                     GEOID18
 PT0108  DYNAMIC HEIGHT  -        598.614 (meters)     1963.95  (feet) COMP
 PT0108  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 PT0108
 PT0108  VERT ORDER      -  FIRST     CLASS II
 PT0108
 PT0108.The horizontal coordinates were scaled from a map and have
 PT0108.an estimated accuracy of +/- 6 seconds.
 PT0108
 PT0108.The orthometric height was determined by differential leveling and
 PT0108.adjusted by the NATIONAL GEODETIC SURVEY
 PT0108.in June 1991.
 PT0108
 PT0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0108.GEOID18 height accuracy estimate available here.
 PT0108
 PT0108.Click photographs - Photos may exist for this station.
 PT0108
 PT0108.The dynamic height is computed by dividing the NAVD 88
 PT0108.geopotential number by the normal gravity value computed on the
 PT0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0108.degrees latitude (g = 980.6199 gals.).
 PT0108
 PT0108.The modeled gravity was interpolated from observed gravity values.
 PT0108
 PT0108;                    North         East    Units  Estimated Accuracy
 PT0108;SPC SD S     -   192,320.      603,740.      MT  (+/- 180 meters Scaled)
 PT0108
 PT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP969798(NAD 83)
 PT0108
 PT0108                          SUPERSEDED SURVEY CONTROL
 PT0108
 PT0108  NGVD 29 (??/??/92)  598.372  (m)         1963.16   (f) ADJ UNCH    1 2
 PT0108
 PT0108.Superseded values are not recommended for survey control.
 PT0108
 PT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0108.See file dsdata.pdf to determine how the superseded data were derived.
 PT0108
 PT0108_MARKER: DB = BENCH MARK DISK
 PT0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0108_STAMPING: G 13 1926 1963.159
 PT0108_MARK LOGO: CGS
 PT0108_PROJECTION: FLUSH
 PT0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0108+STABILITY: SURFACE MOTION
 PT0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0108+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 PT0108
 PT0108  HISTORY     - Date     Condition        Report By
 PT0108  HISTORY     - 1926     MONUMENTED       CGS
 PT0108  HISTORY     - 1941     GOOD             CGS
 PT0108  HISTORY     - 19861110 GOOD             NGS
 PT0108
 PT0108                          STATION DESCRIPTION
 PT0108
 PT0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0108'10 MI N FROM VIVIAN.
 PT0108'10 MILES NORTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 PT0108'VIVIAN, LYMAN COUNTY, ABOUT 250 YARDS SOUTH OF THE FOOT OF A
 PT0108'HILL, 31.5 FEET SOUTH OF THE CENTER LINE OF AN EAST-AND-WEST
 PT0108'SECTION-LINE ROAD, AND 7 FEET WEST OF THE WEST FENCE ALONG THE
 PT0108'HIGHWAY.  A STANDARD DISK, STAMPED 1963.159 G 13 1926 AND SET
 PT0108'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PT0108
 PT0108                          STATION RECOVERY (1986)
 PT0108
 PT0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0108'0.9 KM (0.55 MI) NORTH ALONG COUNTY ROAD 27 FROM THE BANK IN VIVIAN,
 PT0108'THEN RIGHT 0.5 KM (0.30 MI) EAST ALONG 27, THEN LEFT 15.35 KM
 PT0108'(9.55 MI) NORTH ALONG 27, 0.2 KM (0.10 MI) SOUTH OF THE FOOT OF
 PT0108'A HILL 9.6 M (31.5 FT) SOUTH FROM THE CENTER OF A FIELD ENTRANCE
 PT0108'ROAD AT A SECTION LINE, 2.13 M (7.0 FT) WEST FROM THE WEST RIGHT
 PT0108'OF WAY FENCE, 0.3 M (1.0 FT) WEST FROM A WITNESS POST, IN THE
 PT0108'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 PT0108'NORTHEAST CORNER, OF SECTION 22, T 107 N, R 79 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0036 ***********************************************************************
 OT0036  DESIGNATION -  G 130
 OT0036  PID         -  OT0036
 OT0036  STATE/COUNTY-  SD/PENNINGTON
 OT0036  COUNTRY     -  US
 OT0036  USGS QUAD   -  WALL (2017)
 OT0036
 OT0036                         *CURRENT SURVEY CONTROL
 OT0036  ______________________________________________________________________
 OT0036* NAD 83(1986) POSITION- 43 59 16.     (N) 102 14 20.     (W)   SCALED
 OT0036* NAVD 88 ORTHO HEIGHT -   858.208 (meters)     2815.64  (feet) ADJUSTED
 OT0036  ______________________________________________________________________
 OT0036  GEOID HEIGHT    -        -19.011 (meters)                     GEOID18
 OT0036  DYNAMIC HEIGHT  -        857.943 (meters)     2814.77  (feet) COMP
 OT0036  MODELED GRAVITY -    980,281.5   (mgal)                       NAVD 88
 OT0036
 OT0036  VERT ORDER      -  SECOND    CLASS 0
 OT0036
 OT0036.The horizontal coordinates were scaled from a map and have
 OT0036.an estimated accuracy of +/- 6 seconds.
 OT0036
 OT0036.The orthometric height was determined by differential leveling and
 OT0036.adjusted by the NATIONAL GEODETIC SURVEY
 OT0036.in June 1991.
 OT0036
 OT0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0036.GEOID18 height accuracy estimate available here.
 OT0036
 OT0036.Click photographs - Photos may exist for this station.
 OT0036
 OT0036.The dynamic height is computed by dividing the NAVD 88
 OT0036.geopotential number by the normal gravity value computed on the
 OT0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0036.degrees latitude (g = 980.6199 gals.).
 OT0036
 OT0036.The modeled gravity was interpolated from observed gravity values.
 OT0036
 OT0036;                    North         East    Units  Estimated Accuracy
 OT0036;SPC SD S     -   185,550.      447,160.      MT  (+/- 180 meters Scaled)
 OT0036
 OT0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ214742(NAD 83)
 OT0036
 OT0036                          SUPERSEDED SURVEY CONTROL
 OT0036
 OT0036  NGVD 29 (??/??/92)  857.73   (m)         2814.1    (f) COMPUTED    2 0
 OT0036
 OT0036.Superseded values are not recommended for survey control.
 OT0036
 OT0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0036.See file dsdata.pdf to determine how the superseded data were derived.
 OT0036
 OT0036_MARKER: DB = BENCH MARK DISK
 OT0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0036_STAMPING: G 130 1934
 OT0036_MARK LOGO: CGS
 OT0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0036+STABILITY: SURFACE MOTION
 OT0036
 OT0036  HISTORY     - Date     Condition        Report By
 OT0036  HISTORY     - 1934     MONUMENTED       CGS
 OT0036  HISTORY     - 1957     GOOD             USGS
 OT0036  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0036
 OT0036                          STATION DESCRIPTION
 OT0036
 OT0036'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OT0036'AT WALL.
 OT0036'AT WALL, PENNINGTON COUNTY, AT THE JUNCTION OF U.S. HIGHWAYS
 OT0036'14 AND 16 AND A ROAD LEADING SOUTH TO INTERIOR, 200 FEET SOUTH
 OT0036'OF THE CENTERLINE OF THE MAIN ROAD, 31 FEET EAST OF THE CENTERLINE
 OT0036'OF THE ROAD LEADING SOUTH, 13 FEET SOUTHEAST OF A RECTANGULAR
 OT0036'CONCRETE CULVERT, 3.5 FEET NORTHEAST OF A FENCE CORNER, AND 0.4
 OT0036'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED G 130 1934
 OT0036'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONSTRUCTION
 OT0036'OF NEW INTERSTATE HIGHWAY GO IN THE IMMEDIATE AREA.
 OT0036
 OT0036                          STATION RECOVERY (1962)
 OT0036
 OT0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0607 ***********************************************************************
 PU0607  DESIGNATION -  G 131
 PU0607  PID         -  PU0607
 PU0607  STATE/COUNTY-  SD/PENNINGTON
 PU0607  COUNTRY     -  US
 PU0607  USGS QUAD   -  OWANKA (2017)
 PU0607
 PU0607                         *CURRENT SURVEY CONTROL
 PU0607  ______________________________________________________________________
 PU0607* NAD 83(1986) POSITION- 44 01 14.     (N) 102 34 41.     (W)   SCALED
 PU0607* NAVD 88 ORTHO HEIGHT -   762.554 (meters)     2501.81  (feet) ADJUSTED
 PU0607  ______________________________________________________________________
 PU0607  GEOID HEIGHT    -        -18.134 (meters)                     GEOID18
 PU0607  DYNAMIC HEIGHT  -        762.325 (meters)     2501.06  (feet) COMP
 PU0607  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 PU0607
 PU0607  VERT ORDER      -  SECOND    CLASS 0
 PU0607
 PU0607.The horizontal coordinates were scaled from a map and have
 PU0607.an estimated accuracy of +/- 6 seconds.
 PU0607
 PU0607.The orthometric height was determined by differential leveling and
 PU0607.adjusted by the NATIONAL GEODETIC SURVEY
 PU0607.in June 1991.
 PU0607
 PU0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0607.GEOID18 height accuracy estimate available here.
 PU0607
 PU0607.Click photographs - Photos may exist for this station.
 PU0607
 PU0607.The dynamic height is computed by dividing the NAVD 88
 PU0607.geopotential number by the normal gravity value computed on the
 PU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0607.degrees latitude (g = 980.6199 gals.).
 PU0607
 PU0607.The modeled gravity was interpolated from observed gravity values.
 PU0607
 PU0607;                    North         East    Units  Estimated Accuracy
 PU0607;SPC SD S     -   189,870.      420,060.      MT  (+/- 180 meters Scaled)
 PU0607
 PU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ941770(NAD 83)
 PU0607
 PU0607                          SUPERSEDED SURVEY CONTROL
 PU0607
 PU0607  NGVD 29 (??/??/92)  762.104  (m)         2500.34   (f) ADJ UNCH    2 0
 PU0607
 PU0607.Superseded values are not recommended for survey control.
 PU0607
 PU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0607.See file dsdata.pdf to determine how the superseded data were derived.
 PU0607
 PU0607_MARKER: DB = BENCH MARK DISK
 PU0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0607_STAMPING: G 131 1934
 PU0607_MARK LOGO: CGS
 PU0607_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0607+STABILITY: SURFACE MOTION
 PU0607
 PU0607  HISTORY     - Date     Condition        Report By
 PU0607  HISTORY     - 1934     MONUMENTED       CGS
 PU0607  HISTORY     - 1961     GOOD             CGS
 PU0607
 PU0607                          STATION DESCRIPTION
 PU0607
 PU0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0607'0.5 MI E FROM OWANKA.
 PU0607'0.5 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0607'THE STATION AT OWANKA, PENNINGTON COUNTY, ACROSS THE TRACK FROM
 PU0607'MILEPOST 615, 92.6 FEET NORTH OF THE NORTHEAST CORNER OF WOODEN
 PU0607'TRESTLE 1870, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PU0607'WOODEN BRIDGE OVER A DRY DITCH ON A ROAD PARALLELING THE TRACK,
 PU0607'95.4 FEET NORTH OF THE NORTH RAIL, 12.8 FEET EAST OF THE CORNER
 PU0607'OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF THE FENCE AND SET IN
 PU0607'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0279 ***********************************************************************
 OT0279  DESIGNATION -  G 132
 OT0279  PID         -  OT0279
 OT0279  STATE/COUNTY-  SD/SHANNON
 OT0279  COUNTRY     -  US
 OT0279  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0279
 OT0279                         *CURRENT SURVEY CONTROL
 OT0279  ______________________________________________________________________
 OT0279* NAD 83(1986) POSITION- 43 40 00.13   (N) 102 30 40.76   (W)   HD_HELD1
 OT0279* NAVD 88 ORTHO HEIGHT -   845.920 (meters)     2775.32  (feet) ADJUSTED
 OT0279  ______________________________________________________________________
 OT0279  GEOID HEIGHT    -        -18.334 (meters)                     GEOID18
 OT0279  DYNAMIC HEIGHT  -        845.629 (meters)     2774.37  (feet) COMP
 OT0279  MODELED GRAVITY -    980,246.8   (mgal)                       NAVD 88
 OT0279
 OT0279  VERT ORDER      -  SECOND    CLASS 0
 OT0279
 OT0279.The horizontal coordinates were determined by differentially corrected
 OT0279.hand held GPS observations or other comparable positioning techniques
 OT0279.and have an estimated accuracy of +/- 3 meters.
 OT0279
 OT0279.The orthometric height was determined by differential leveling and
 OT0279.adjusted by the NATIONAL GEODETIC SURVEY
 OT0279.in June 1991.
 OT0279
 OT0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0279.GEOID18 height accuracy estimate available here.
 OT0279
 OT0279.Click photographs - Photos may exist for this station.
 OT0279
 OT0279.The dynamic height is computed by dividing the NAVD 88
 OT0279.geopotential number by the normal gravity value computed on the
 OT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0279.degrees latitude (g = 980.6199 gals.).
 OT0279
 OT0279.The modeled gravity was interpolated from observed gravity values.
 OT0279
 OT0279;                    North         East    Units  Estimated Accuracy
 OT0279;SPC SD S     -   150,428.6     424,373.3     MT  (+/- 3 meters HH1 GPS) 
 OT0279
 OT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0064437865(NAD 83)
 OT0279
 OT0279                          SUPERSEDED SURVEY CONTROL
 OT0279
 OT0279  NGVD 29 (??/??/92)  845.471  (m)         2773.85   (f) ADJ UNCH    2 0
 OT0279
 OT0279.Superseded values are not recommended for survey control.
 OT0279
 OT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0279.See file dsdata.pdf to determine how the superseded data were derived.
 OT0279
 OT0279_MARKER: DB = BENCH MARK DISK
 OT0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0279_STAMPING: G 132 1934
 OT0279_MARK LOGO: CGS
 OT0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0279+STABILITY: SURFACE MOTION
 OT0279
 OT0279  HISTORY     - Date     Condition        Report By
 OT0279  HISTORY     - 1934     MONUMENTED       CGS
 OT0279
 OT0279                          STATION DESCRIPTION
 OT0279
 OT0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0279'8.5 MI S FROM SCENIC.
 OT0279'8.5 MILES SOUTH ALONG THE ROAD LEADING TO MANDERSON AND BRENNAN
 OT0279'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OT0279'STATION AT SCENIC, PENNINGTON COUNTY, 200 YARDS SOUTH OF A
 OT0279'WOODEN BRIDGE, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 OT0279'ACROSS THE ROAD FROM THE CNETERLINE OF A CROSS ROAD.  A STANDARD
 OT0279'DISK, STAMPED G 132 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0279'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0202 ***********************************************************************
 OT0202  DESIGNATION -  G 133
 OT0202  PID         -  OT0202
 OT0202  STATE/COUNTY-  SD/SHANNON
 OT0202  COUNTRY     -  US
 OT0202  USGS QUAD   -  DENBY (2017)
 OT0202
 OT0202                         *CURRENT SURVEY CONTROL
 OT0202  ______________________________________________________________________
 OT0202* NAD 83(1986) POSITION- 43 07 16.     (N) 102 19 06.     (W)   SCALED
 OT0202* NAVD 88 ORTHO HEIGHT -  1035.876 (meters)     3398.54  (feet) ADJUSTED
 OT0202  ______________________________________________________________________
 OT0202  GEOID HEIGHT    -        -18.507 (meters)                     GEOID18
 OT0202  DYNAMIC HEIGHT  -       1035.424 (meters)     3397.05  (feet) COMP
 OT0202  MODELED GRAVITY -    980,148.3   (mgal)                       NAVD 88
 OT0202
 OT0202  VERT ORDER      -  SECOND    CLASS 0
 OT0202
 OT0202.The horizontal coordinates were scaled from a map and have
 OT0202.an estimated accuracy of +/- 6 seconds.
 OT0202
 OT0202.The orthometric height was determined by differential leveling and
 OT0202.adjusted by the NATIONAL GEODETIC SURVEY
 OT0202.in June 1991.
 OT0202
 OT0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0202.GEOID18 height accuracy estimate available here.
 OT0202
 OT0202.Click photographs - Photos may exist for this station.
 OT0202
 OT0202.The dynamic height is computed by dividing the NAVD 88
 OT0202.geopotential number by the normal gravity value computed on the
 OT0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0202.degrees latitude (g = 980.6199 gals.).
 OT0202
 OT0202.The modeled gravity was interpolated from observed gravity values.
 OT0202
 OT0202;                    North         East    Units  Estimated Accuracy
 OT0202;SPC SD S     -    89,450.      438,480.      MT  (+/- 180 meters Scaled)
 OT0202
 OT0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH181777(NAD 83)
 OT0202
 OT0202                          SUPERSEDED SURVEY CONTROL
 OT0202
 OT0202  NGVD 29 (??/??/92) 1035.380  (m)         3396.91   (f) ADJ UNCH    2 0
 OT0202
 OT0202.Superseded values are not recommended for survey control.
 OT0202
 OT0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0202.See file dsdata.pdf to determine how the superseded data were derived.
 OT0202
 OT0202_MARKER: DB = BENCH MARK DISK
 OT0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0202_STAMPING: G 133 1934
 OT0202_MARK LOGO: CGS
 OT0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0202+STABILITY: SURFACE MOTION
 OT0202
 OT0202  HISTORY     - Date     Condition        Report By
 OT0202  HISTORY     - 1934     MONUMENTED       CGS
 OT0202
 OT0202                          STATION DESCRIPTION
 OT0202
 OT0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0202'2.7 MI E FROM BRENNAN.
 OT0202'2.7 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0202'BRENNAN, SHANNON COUNTY, ON THE EAST SLOPE OF A LONG HILL, 31
 OT0202'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4.5 FEET
 OT0202'SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED G 133
 OT0202'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 OT0202'ABOVE GROUND.  NOTE-- BRENNAN IS NOW SHOWN ON MAPS ON WOUNDED
 OT0202'KNEE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0410 ***********************************************************************
 OT0410  DESIGNATION -  G 134
 OT0410  PID         -  OT0410
 OT0410  STATE/COUNTY-  SD/FALL RIVER
 OT0410  COUNTRY     -  US
 OT0410  USGS QUAD   -  OELRICHS SW (2017)
 OT0410
 OT0410                         *CURRENT SURVEY CONTROL
 OT0410  ______________________________________________________________________
 OT0410* NAD 83(1986) POSITION- 43 06 04.     (N) 103 14 41.     (W)   SCALED
 OT0410* NAVD 88 ORTHO HEIGHT -  1045.315 (meters)     3429.50  (feet) ADJUSTED
 OT0410  ______________________________________________________________________
 OT0410  GEOID HEIGHT    -        -17.004 (meters)                     GEOID18
 OT0410  DYNAMIC HEIGHT  -       1044.839 (meters)     3427.94  (feet) COMP
 OT0410  MODELED GRAVITY -    980,129.8   (mgal)                       NAVD 88
 OT0410
 OT0410  VERT ORDER      -  SECOND    CLASS 0
 OT0410
 OT0410.The horizontal coordinates were scaled from a map and have
 OT0410.an estimated accuracy of +/- 6 seconds.
 OT0410
 OT0410.The orthometric height was determined by differential leveling and
 OT0410.adjusted by the NATIONAL GEODETIC SURVEY
 OT0410.in June 1991.
 OT0410
 OT0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0410.GEOID18 height accuracy estimate available here.
 OT0410
 OT0410.Click photographs - Photos may exist for this station.
 OT0410
 OT0410.The dynamic height is computed by dividing the NAVD 88
 OT0410.geopotential number by the normal gravity value computed on the
 OT0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0410.degrees latitude (g = 980.6199 gals.).
 OT0410
 OT0410.The modeled gravity was interpolated from observed gravity values.
 OT0410
 OT0410;                    North         East    Units  Estimated Accuracy
 OT0410;SPC SD S     -    89,450.      363,050.      MT  (+/- 180 meters Scaled)
 OT0410
 OT0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH428735(NAD 83)
 OT0410
 OT0410                          SUPERSEDED SURVEY CONTROL
 OT0410
 OT0410  NGVD 29 (??/??/92) 1044.769  (m)         3427.71   (f) ADJ UNCH    2 0
 OT0410
 OT0410.Superseded values are not recommended for survey control.
 OT0410
 OT0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0410.See file dsdata.pdf to determine how the superseded data were derived.
 OT0410
 OT0410_MARKER: DB = BENCH MARK DISK
 OT0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0410_STAMPING: G 134 1934
 OT0410_MARK LOGO: CGS
 OT0410_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0410+STABILITY: SURFACE MOTION
 OT0410
 OT0410  HISTORY     - Date     Condition        Report By
 OT0410  HISTORY     - 1934     MONUMENTED       CGS
 OT0410
 OT0410                          STATION DESCRIPTION
 OT0410
 OT0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0410'5.9 MI S FROM OELRICHS.
 OT0410'5.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0410'THE STATION AT OELRICHS, FALL RIVER COUNTY, 183 YARDS SOUTHWEST
 OT0410'OF MILEPOST H 21, 205 YARDS SOUTHWEST OF THE NORTHEAST SWITCH
 OT0410'OF SIDING 9, AT A ROAD CROSSING, 37 FEET NORTH OF THE CENTERLINE
 OT0410'OF THE ROAD, 43.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 12 FEET
 OT0410'NORTHEAST OF A CORNER POST, AND 2 FEET SOUTHEAST OF THE
 OT0410'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 134 1934 AND
 OT0410'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OT0410'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0226 ***********************************************************************
 OT0226  DESIGNATION -  G 135
 OT0226  PID         -  OT0226
 OT0226  STATE/COUNTY-  SD/SHANNON
 OT0226  COUNTRY     -  US
 OT0226  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0226
 OT0226                         *CURRENT SURVEY CONTROL
 OT0226  ______________________________________________________________________
 OT0226* NAD 83(1986) POSITION- 43 12 47.     (N) 102 47 24.     (W)   SCALED
 OT0226* NAVD 88 ORTHO HEIGHT -   904.967 (meters)     2969.05  (feet) ADJUSTED
 OT0226  ______________________________________________________________________
 OT0226  GEOID HEIGHT    -        -17.798 (meters)                     GEOID18
 OT0226  DYNAMIC HEIGHT  -        904.598 (meters)     2967.84  (feet) COMP
 OT0226  MODELED GRAVITY -    980,182.7   (mgal)                       NAVD 88
 OT0226
 OT0226  VERT ORDER      -  SECOND    CLASS 0
 OT0226
 OT0226.The horizontal coordinates were scaled from a map and have
 OT0226.an estimated accuracy of +/- 6 seconds.
 OT0226
 OT0226.The orthometric height was determined by differential leveling and
 OT0226.adjusted by the NATIONAL GEODETIC SURVEY
 OT0226.in June 1991.
 OT0226
 OT0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0226.GEOID18 height accuracy estimate available here.
 OT0226
 OT0226.Click photographs - Photos may exist for this station.
 OT0226
 OT0226.The dynamic height is computed by dividing the NAVD 88
 OT0226.geopotential number by the normal gravity value computed on the
 OT0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0226.degrees latitude (g = 980.6199 gals.).
 OT0226
 OT0226.The modeled gravity was interpolated from observed gravity values.
 OT0226
 OT0226;                    North         East    Units  Estimated Accuracy
 OT0226;SPC SD S     -   100,680.      400,420.      MT  (+/- 180 meters Scaled)
 OT0226
 OT0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH795868(NAD 83)
 OT0226
 OT0226                          SUPERSEDED SURVEY CONTROL
 OT0226
 OT0226  NGVD 29 (??/??/92)  904.487  (m)         2967.47   (f) ADJ UNCH    2 0
 OT0226
 OT0226.Superseded values are not recommended for survey control.
 OT0226
 OT0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0226.See file dsdata.pdf to determine how the superseded data were derived.
 OT0226
 OT0226_MARKER: DB = BENCH MARK DISK
 OT0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0226_STAMPING: G 135 1934
 OT0226_MARK LOGO: CGS
 OT0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0226+STABILITY: SURFACE MOTION
 OT0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0226+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1993
 OT0226
 OT0226  HISTORY     - Date     Condition        Report By
 OT0226  HISTORY     - 1934     MONUMENTED       CGS
 OT0226  HISTORY     - 19931110 GOOD             NGS
 OT0226
 OT0226                          STATION DESCRIPTION
 OT0226
 OT0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0226'3.8 MI NW FROM OGLALA.
 OT0226'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE STORE AND
 OT0226'POST OFFICE AT OGLALA, SHANNON COUNTY, AT THE TOP OF A LONG
 OT0226'HILL, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 OT0226'3 FEET SOUTHWEST OF A FENCE LINE.  A STANDARD DISK, STAMPED G
 OT0226'135 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OT0226'INCHES ABOVE GROUND.
 OT0226
 OT0226                          STATION RECOVERY (1993)
 OT0226
 OT0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0226'2.7 KM (1.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0226'IN OGLALA, THENCE 3.7 KM (2.30 MI) NORTHWESTERLY ALONG BIA ROAD 41,
 OT0226'THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG A TRACK ROAD, 7.9 M (25.9
 OT0226'FT) SOUTHWEST OF THE ROAD CENTER, 2.7 M (8.9 FT) NORTHWEST OF A
 OT0226'UTILITY POLE WITH A GUY CABLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OT0226'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OT0226'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0330 ***********************************************************************
 OS0330  DESIGNATION -  G 136
 OS0330  PID         -  OS0330
 OS0330  STATE/COUNTY-  SD/TODD
 OS0330  COUNTRY     -  US
 OS0330  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS0330
 OS0330                         *CURRENT SURVEY CONTROL
 OS0330  ______________________________________________________________________
 OS0330* NAD 83(1986) POSITION- 43 14 07.     (N) 101 11 56.     (W)   SCALED
 OS0330* NAVD 88 ORTHO HEIGHT -   997.583 (meters)     3272.90  (feet) ADJUSTED
 OS0330  ______________________________________________________________________
 OS0330  GEOID HEIGHT    -        -21.234 (meters)                     GEOID18
 OS0330  DYNAMIC HEIGHT  -        997.172 (meters)     3271.56  (feet) COMP
 OS0330  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 OS0330
 OS0330  VERT ORDER      -  SECOND    CLASS 0
 OS0330
 OS0330.The horizontal coordinates were scaled from a map and have
 OS0330.an estimated accuracy of +/- 6 seconds.
 OS0330
 OS0330.The orthometric height was determined by differential leveling and
 OS0330.adjusted by the NATIONAL GEODETIC SURVEY
 OS0330.in June 1991.
 OS0330
 OS0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0330.GEOID18 height accuracy estimate available here.
 OS0330
 OS0330.Click photographs - Photos may exist for this station.
 OS0330
 OS0330.The dynamic height is computed by dividing the NAVD 88
 OS0330.geopotential number by the normal gravity value computed on the
 OS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0330.degrees latitude (g = 980.6199 gals.).
 OS0330
 OS0330.The modeled gravity was interpolated from observed gravity values.
 OS0330
 OS0330;                    North         East    Units  Estimated Accuracy
 OS0330;SPC SD S     -   100,560.      529,700.      MT  (+/- 180 meters Scaled)
 OS0330
 OS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN214892(NAD 83)
 OS0330
 OS0330                          SUPERSEDED SURVEY CONTROL
 OS0330
 OS0330  NGVD 29 (??/??/92)  997.144  (m)         3271.46   (f) ADJ UNCH    2 0
 OS0330
 OS0330.Superseded values are not recommended for survey control.
 OS0330
 OS0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0330.See file dsdata.pdf to determine how the superseded data were derived.
 OS0330
 OS0330_MARKER: DB = BENCH MARK DISK
 OS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0330_STAMPING: G 136 1934
 OS0330_MARK LOGO: CGS
 OS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0330+STABILITY: SURFACE MOTION
 OS0330
 OS0330  HISTORY     - Date     Condition        Report By
 OS0330  HISTORY     - 1934     MONUMENTED       CGS
 OS0330  HISTORY     - 1960     GOOD             CGS
 OS0330
 OS0330                          STATION DESCRIPTION
 OS0330
 OS0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0330'9.8 MI E FROM VETAL.
 OS0330'IS LOCATED 9.8 MILES EAST OF THE POST OFFICE AT VETAL, ON NORTH
 OS0330'SLOPE OF A HILL, 31 FEET WEST OF CENTERLINE OF HIGHWAY.  STANDARD
 OS0330'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.  STAMPED G
 OS0330'136 1934.
 OS0330
 OS0330                          STATION RECOVERY (1960)
 OS0330
 OS0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 OS0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0235 ***********************************************************************
 OS0235  DESIGNATION -  G 137
 OS0235  PID         -  OS0235
 OS0235  STATE/COUNTY-  SD/MELLETTE
 OS0235  COUNTRY     -  US
 OS0235  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0235
 OS0235                         *CURRENT SURVEY CONTROL
 OS0235  ______________________________________________________________________
 OS0235* NAD 83(1986) POSITION- 43 31 18.     (N) 100 39 54.     (W)   SCALED
 OS0235* NAVD 88 ORTHO HEIGHT -   698.523 (meters)     2291.74  (feet) ADJUSTED
 OS0235  ______________________________________________________________________
 OS0235  GEOID HEIGHT    -        -24.004 (meters)                     GEOID18
 OS0235  DYNAMIC HEIGHT  -        698.265 (meters)     2290.89  (feet) COMP
 OS0235  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 OS0235
 OS0235  VERT ORDER      -  SECOND    CLASS 0
 OS0235
 OS0235.The horizontal coordinates were scaled from a map and have
 OS0235.an estimated accuracy of +/- 6 seconds.
 OS0235
 OS0235.The orthometric height was determined by differential leveling and
 OS0235.adjusted by the NATIONAL GEODETIC SURVEY
 OS0235.in June 1991.
 OS0235
 OS0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0235.GEOID18 height accuracy estimate available here.
 OS0235
 OS0235.Click photographs - Photos may exist for this station.
 OS0235
 OS0235.The dynamic height is computed by dividing the NAVD 88
 OS0235.geopotential number by the normal gravity value computed on the
 OS0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0235.degrees latitude (g = 980.6199 gals.).
 OS0235
 OS0235.The modeled gravity was interpolated from observed gravity values.
 OS0235
 OS0235;                    North         East    Units  Estimated Accuracy
 OS0235;SPC SD S     -   132,070.      573,190.      MT  (+/- 180 meters Scaled)
 OS0235
 OS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP654200(NAD 83)
 OS0235
 OS0235                          SUPERSEDED SURVEY CONTROL
 OS0235
 OS0235  NGVD 29 (??/??/92)  698.087  (m)         2290.31   (f) ADJ UNCH    2 0
 OS0235
 OS0235.Superseded values are not recommended for survey control.
 OS0235
 OS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0235.See file dsdata.pdf to determine how the superseded data were derived.
 OS0235
 OS0235_MARKER: DB = BENCH MARK DISK
 OS0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0235_STAMPING: G 137 1934
 OS0235_MARK LOGO: CGS
 OS0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0235+STABILITY: SURFACE MOTION
 OS0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0235+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1986
 OS0235
 OS0235  HISTORY     - Date     Condition        Report By
 OS0235  HISTORY     - 1934     MONUMENTED       CGS
 OS0235  HISTORY     - 19861031 GOOD             NGS
 OS0235
 OS0235                          STATION DESCRIPTION
 OS0235
 OS0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0235'6.4 MI E FROM WHITE RIVER.
 OS0235'6.4 MILES EAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE AT
 OS0235'WHITE RIVER, MELLETTE COUNTY, ON A FLAT STRETCH OF GROUND
 OS0235'BETWEEN A HILL AND A VALLEY SOUTH OF A CURVE, 1/4 MILE
 OS0235'SOUTHWEST OF THE BOTTOM OF THE VALLEY, 0.2 MILE SOUTHEAST OF
 OS0235'THE TOP OF THE HILL, 441 FEET SOUTHEAST OF THE CENTER OF THE
 OS0235'SOUTHWEST END OF A 3-FOOT CORRUGATED IRON PIPE CULVERT UNDER
 OS0235'THE HIGHWAY, AND 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 OS0235'A STANDARD DISK, STAMPED G 137 1934 AND SET IN THE TOP OF A
 OS0235'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OS0235
 OS0235                          STATION RECOVERY (1986)
 OS0235
 OS0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OS0235'3.9 KM (2.40 MI) SOUTH ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 44
 OS0235'FROM THEIR JUNCTION IN WHITE RIVER, THEN LEFT, 6.35 KM (3.95 MI)
 OS0235'EAST ALONG 44, THEN RIGHT 0.4 KM (0.25 MI) SOUTH ALONG THE FORMER
 OS0235'HIGHWAY ROUTE, 17.98 M (59.0 FT) WEST FROM THE CENTER OF THE ROAD,
 OS0235'2.1 M (6.9 FT) WEST FROM THE RIGHT OF WAY FENCE (WEST ONE),
 OS0235'30.5 M (100.1 FT) NORTH FROM A FIELD ENTRANCE, ON THE OUTSIDE OF
 OS0235'A CURVE, IN THE TOP OF A 6-INCH CONCRETE POST THAT PROJECTS
 OS0235'15 CM (0.5 FT), ABOUT 45.7 M (149.9 FT) SOUTH FROM A POND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0706 ***********************************************************************
 OR0706  DESIGNATION -  G 138
 OR0706  PID         -  OR0706
 OR0706  STATE/COUNTY-  SD/TRIPP
 OR0706  COUNTRY     -  US
 OR0706  USGS QUAD   -  WINNER NORTH (2017)
 OR0706
 OR0706                         *CURRENT SURVEY CONTROL
 OR0706  ______________________________________________________________________
 OR0706* NAD 83(1986) POSITION- 43 22 41.     (N) 099 51 20.     (W)   SCALED
 OR0706* NAVD 88 ORTHO HEIGHT -   598.928 (meters)     1964.98  (feet) ADJUSTED
 OR0706  ______________________________________________________________________
 OR0706  GEOID HEIGHT    -        -25.345 (meters)                     GEOID18
 OR0706  DYNAMIC HEIGHT  -        598.714 (meters)     1964.28  (feet) COMP
 OR0706  MODELED GRAVITY -    980,244.1   (mgal)                       NAVD 88
 OR0706
 OR0706  VERT ORDER      -  FIRST     CLASS II
 OR0706
 OR0706.The horizontal coordinates were scaled from a map and have
 OR0706.an estimated accuracy of +/- 6 seconds.
 OR0706
 OR0706.The orthometric height was determined by differential leveling and
 OR0706.adjusted by the NATIONAL GEODETIC SURVEY
 OR0706.in June 1994.
 OR0706
 OR0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0706.GEOID18 height accuracy estimate available here.
 OR0706
 OR0706.Click photographs - Photos may exist for this station.
 OR0706
 OR0706.The dynamic height is computed by dividing the NAVD 88
 OR0706.geopotential number by the normal gravity value computed on the
 OR0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0706.degrees latitude (g = 980.6199 gals.).
 OR0706
 OR0706.The modeled gravity was interpolated from observed gravity values.
 OR0706
 OR0706;                    North         East    Units  Estimated Accuracy
 OR0706;SPC SD S     -   116,170.      638,720.      MT  (+/- 180 meters Scaled)
 OR0706
 OR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP306031(NAD 83)
 OR0706
 OR0706                          SUPERSEDED SURVEY CONTROL
 OR0706
 OR0706  NAVD 88 (06/15/91)  598.820  (m)         1964.63   (f) SUPERSEDED  1 2
 OR0706  NGVD 29 (??/??/92)  598.482  (m)         1963.52   (f) ADJ UNCH    1 2
 OR0706
 OR0706.Superseded values are not recommended for survey control.
 OR0706
 OR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0706.See file dsdata.pdf to determine how the superseded data were derived.
 OR0706
 OR0706_MARKER: DB = BENCH MARK DISK
 OR0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0706_STAMPING: G 138 1934
 OR0706_MARK LOGO: CGS
 OR0706_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0706+STABILITY: SURFACE MOTION
 OR0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0706+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR0706
 OR0706  HISTORY     - Date     Condition        Report By
 OR0706  HISTORY     - 1934     MONUMENTED       CGS
 OR0706  HISTORY     - 1982     GOOD             NGS
 OR0706  HISTORY     - 19880709 GOOD             NGS
 OR0706  HISTORY     - 19930919 GOOD             NGS
 OR0706
 OR0706                          STATION DESCRIPTION
 OR0706
 OR0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0706'AT WINNER.
 OR0706'AT WINNER, TRIPP COUNTY, 48.0 FEET SOUTH OF THE SOUTHWEST CORNER
 OR0706'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT 304 FEET
 OR0706'EAST OF THE CENTER OF THE CROSSING OF MAIN STREET, 90.9 FEET
 OR0706'SOTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN LINE WITH A ROW OF
 OR0706'POLES, 9.5 FEET EAST OF A POWER-TRANSMISSION LINE TRANSFORMER
 OR0706'POLE, AND 7.7 FEET NORTH OF THE NORTH WALL OF A LUMBER SHED.  A
 OR0706'STANDARD DISK, STAMPED G 138 1934 AND SET IN THE TOP OF A CONCRETE
 OR0706'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OR0706
 OR0706                          STATION RECOVERY (1982)
 OR0706
 OR0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OR0706'0.2 KM (0.15 MI) NORTH ALONG MAIN STREET, FROM THE JUNCTION OF MAIN
 OR0706'STREET AND HIGHWAY 18 AND 44 IN WINNER, THENCE 0.1 KM (0.05 MI) EAST
 OR0706'ALONG TRACK ROAD, WHICH IS JUST SOUTH OF A GRAIN ELEVATOR, 8.5 M (28
 OR0706'FT) SOUTH OF THE CENTER OF TRACK ROAD, 2.7 M (9 FT) EAST OF AN OLD
 OR0706'POWER POLE, 2.4 M (7.8 FT) NORTH OF OLD CONCRETE FLOOR OF A
 OR0706'DEMOLISHED BUILDING.
 OR0706
 OR0706                          STATION RECOVERY (1988)
 OR0706
 OR0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0706'0.2 KM (0.10 MI) NORTH ALONG MADISON STREET FROM ITS JUNCTION WITH
 OR0706'U.S. HIGHWAYS 18 AND 183 (SECOND STREET) AND THE NORTHEAST CORNER
 OR0706'OF THE COURTHOUSE GROUNDS, 30.5 METERS (100 FT) WEST FROM THE CENTER
 OR0706'OF MADISON, 15 CM (0.5 FT) NORTH FROM A SIX FOOT HIGH CHAINLINK
 OR0706'FENCE AROUND A BUILDERS SUPPLY AND LUMBER YARD, 92.66 METERS
 OR0706'(304 FT) WEST FROM THE CENTER OF MAIN STREET, 44.2 METERS
 OR0706'(145FT) NORTH FROM THE CENTER OF EAST FIRST STREET, 22.71 METERS
 OR0706'(74.5 FT) WEST FROM THE NORTHEAST CORNER OF A CHAIN LINK FENCE,
 OR0706'14.02 METERS (46 FT) EAST FROM A SMALL ELM TREE, 2.1 METERS (7 FT)
 OR0706'SOUTH FROM THE SOUTH EDGE OF A DITCH, 2.1 METERS (7 FT) NORTH FROM
 OR0706'THE NORTH EDGE OF A CONCRETE SLAB AT A ROW OF CUTOFF METAL STUDS AND
 OR0706'15 CM (0.5 FT) EAST OF A LINE EXTENDED THRU THE STUDS.
 OR0706
 OR0706                          STATION RECOVERY (1993)
 OR0706
 OR0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0706'0.2 KM (0.10 MI) NORTHERLY ALONG MADISON STREET FROM THE COURTHOUSE
 OR0706'IN WINNER, 40.5 M (132.9 FT) NORTH OF THE CENTER OF FIRST STREET,
 OR0706'27.5 M (90.2 FT) WEST OF THE EXTENDED CENTER OF THE STREET, 22.0 M
 OR0706'(72.2 FT) WEST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE
 OR0706'ENCLOSING THE FULLERTON LUMBER COMPANY STORAGE YARD, 0.2 M (0.7 FT)
 OR0706'NORTH OF A WITNESS POST AND CHAIN-LINK FENCE, AND THE MONUMENT IS
 OR0706'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0158 ***********************************************************************
 PT0158  DESIGNATION -  G 14
 PT0158  PID         -  PT0158
 PT0158  STATE/COUNTY-  SD/HUGHES
 PT0158  COUNTRY     -  US
 PT0158  USGS QUAD   -  ROUSSEAU (2017)
 PT0158
 PT0158                         *CURRENT SURVEY CONTROL
 PT0158  ______________________________________________________________________
 PT0158* NAD 83(1986) POSITION- 44 21 31.     (N) 100 03 50.     (W)   SCALED
 PT0158* NAVD 88 ORTHO HEIGHT -   451.987 (meters)     1482.89  (feet) ADJUSTED
 PT0158  ______________________________________________________________________
 PT0158  GEOID HEIGHT    -        -23.756 (meters)                     GEOID18
 PT0158  DYNAMIC HEIGHT  -        451.895 (meters)     1482.59  (feet) COMP
 PT0158  MODELED GRAVITY -    980,400.4   (mgal)                       NAVD 88
 PT0158
 PT0158  VERT ORDER      -  FIRST     CLASS II
 PT0158
 PT0158.The horizontal coordinates were scaled from a map and have
 PT0158.an estimated accuracy of +/- 6 seconds.
 PT0158
 PT0158.The orthometric height was determined by differential leveling and
 PT0158.adjusted by the NATIONAL GEODETIC SURVEY
 PT0158.in June 1991.
 PT0158
 PT0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0158.GEOID18 height accuracy estimate available here.
 PT0158
 PT0158.Click photographs - Photos may exist for this station.
 PT0158
 PT0158.The dynamic height is computed by dividing the NAVD 88
 PT0158.geopotential number by the normal gravity value computed on the
 PT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0158.degrees latitude (g = 980.6199 gals.).
 PT0158
 PT0158.The modeled gravity was interpolated from observed gravity values.
 PT0158
 PT0158;                    North         East    Units  Estimated Accuracy
 PT0158;SPC SD S     -   225,040.      621,480.      MT  (+/- 180 meters Scaled)
 PT0158
 PT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ152122(NAD 83)
 PT0158
 PT0158                          SUPERSEDED SURVEY CONTROL
 PT0158
 PT0158  NGVD 29 (??/??/92)  451.638  (m)         1481.75   (f) ADJ UNCH    1 2
 PT0158
 PT0158.Superseded values are not recommended for survey control.
 PT0158
 PT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0158.See file dsdata.pdf to determine how the superseded data were derived.
 PT0158
 PT0158_MARKER: DB = BENCH MARK DISK
 PT0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0158_STAMPING: 1481.716 G 14 1926
 PT0158_MARK LOGO: CGS
 PT0158_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0158+STABILITY: SURFACE MOTION
 PT0158
 PT0158  HISTORY     - Date     Condition        Report By
 PT0158  HISTORY     - 1926     MONUMENTED       CGS
 PT0158  HISTORY     - 1946     GOOD             CGS
 PT0158
 PT0158                          STATION DESCRIPTION
 PT0158
 PT0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0158'4 MI W FROM CANNING.
 PT0158'4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0158'CANNING, HUGHES COUNTY, ABOUT 540 YARDS SOUTH OF BRIDGE 256,
 PT0158'56 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 44 FEET EAST OF THE
 PT0158'CENTER LINE OF THE TRACK, 14 FEET NORTH OF A POLE, AND IN LINE
 PT0158'WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED 1481.716 G 14
 PT0158'1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0158'2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0033 ***********************************************************************
 OS0033  DESIGNATION -  G 140
 OS0033  PID         -  OS0033
 OS0033  STATE/COUNTY-  SD/LYMAN
 OS0033  COUNTRY     -  US
 OS0033  USGS QUAD   -  PRESHO SE (2017)
 OS0033
 OS0033                         *CURRENT SURVEY CONTROL
 OS0033  ______________________________________________________________________
 OS0033* NAD 83(1986) POSITION- 43 47 20.     (N) 100 02 26.     (W)   SCALED
 OS0033* NAVD 88 ORTHO HEIGHT -   560.836 (meters)     1840.01  (feet) ADJUSTED
 OS0033  ______________________________________________________________________
 OS0033  GEOID HEIGHT    -        -25.469 (meters)                     GEOID18
 OS0033  DYNAMIC HEIGHT  -        560.656 (meters)     1839.42  (feet) COMP
 OS0033  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 OS0033
 OS0033  VERT ORDER      -  SECOND    CLASS 0
 OS0033
 OS0033.The horizontal coordinates were scaled from a map and have
 OS0033.an estimated accuracy of +/- 6 seconds.
 OS0033
 OS0033.The orthometric height was determined by differential leveling and
 OS0033.adjusted by the NATIONAL GEODETIC SURVEY
 OS0033.in June 1991.
 OS0033
 OS0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0033.GEOID18 height accuracy estimate available here.
 OS0033
 OS0033.Click photographs - Photos may exist for this station.
 OS0033
 OS0033.The dynamic height is computed by dividing the NAVD 88
 OS0033.geopotential number by the normal gravity value computed on the
 OS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0033.degrees latitude (g = 980.6199 gals.).
 OS0033
 OS0033.The modeled gravity was interpolated from observed gravity values.
 OS0033
 OS0033;                    North         East    Units  Estimated Accuracy
 OS0033;SPC SD S     -   161,740.      623,560.      MT  (+/- 180 meters Scaled)
 OS0033
 OS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP162489(NAD 83)
 OS0033
 OS0033                          SUPERSEDED SURVEY CONTROL
 OS0033
 OS0033  NGVD 29 (??/??/92)  560.442  (m)         1838.72   (f) ADJ UNCH    2 0
 OS0033
 OS0033.Superseded values are not recommended for survey control.
 OS0033
 OS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0033.See file dsdata.pdf to determine how the superseded data were derived.
 OS0033
 OS0033_MARKER: DB = BENCH MARK DISK
 OS0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0033_STAMPING: G 140 1934
 OS0033_MARK LOGO: CGS
 OS0033_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0033+STABILITY: SURFACE MOTION
 OS0033
 OS0033  HISTORY     - Date     Condition        Report By
 OS0033  HISTORY     - 1934     MONUMENTED       CGS
 OS0033  HISTORY     - 1975     MARK NOT FOUND   USGS
 OS0033
 OS0033                          STATION DESCRIPTION
 OS0033
 OS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0033'9.1 MI S FROM PRESHO.
 OS0033'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO,
 OS0033'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT PRESHO,
 OS0033'LYMAN COUNTY, THENCE ABOUT 8.0 MILES SOUTH ALONG U.S. HIGHWAY 183,
 OS0033'NEAR A SECTION CORNER, ABOUT 150 FEET SOUTH OF THE CENTER LINE
 OS0033'OF A SECTION-LINE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE
 OS0033'HIGHWAY, 1 FOOT EAST OF A FENCE PARALLELING THE HIGHWAY, IN
 OS0033'LINE WITH A ROW OF POLES, AND 0.5 FOOT EAST OF A WHITE REFERENCE
 OS0033'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED G 140 1934
 OS0033'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OS0033'ABOVE GROUND.
 OS0033
 OS0033                          STATION RECOVERY (1975)
 OS0033
 OS0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OS0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0617 ***********************************************************************
 OR0617  DESIGNATION -  G 141
 OR0617  PID         -  OR0617
 OR0617  STATE/COUNTY-  SD/GREGORY
 OR0617  COUNTRY     -  US
 OR0617  USGS QUAD   -  DIXON (2017)
 OR0617
 OR0617                         *CURRENT SURVEY CONTROL
 OR0617  ______________________________________________________________________
 OR0617* NAD 83(1986) POSITION- 43 23 05.     (N) 099 26 08.     (W)   SCALED
 OR0617* NAVD 88 ORTHO HEIGHT -   613.762 (meters)     2013.65  (feet) ADJUSTED
 OR0617  ______________________________________________________________________
 OR0617  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 OR0617  DYNAMIC HEIGHT  -        613.542 (meters)     2012.93  (feet) COMP
 OR0617  MODELED GRAVITY -    980,242.6   (mgal)                       NAVD 88
 OR0617
 OR0617  VERT ORDER      -  SECOND    CLASS 0
 OR0617
 OR0617.The horizontal coordinates were scaled from a map and have
 OR0617.an estimated accuracy of +/- 6 seconds.
 OR0617
 OR0617.The orthometric height was determined by differential leveling and
 OR0617.adjusted by the NATIONAL GEODETIC SURVEY
 OR0617.in June 1991.
 OR0617
 OR0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0617.GEOID18 height accuracy estimate available here.
 OR0617
 OR0617.Click photographs - Photos may exist for this station.
 OR0617
 OR0617.The dynamic height is computed by dividing the NAVD 88
 OR0617.geopotential number by the normal gravity value computed on the
 OR0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0617.degrees latitude (g = 980.6199 gals.).
 OR0617
 OR0617.The modeled gravity was interpolated from observed gravity values.
 OR0617
 OR0617;                    North         East    Units  Estimated Accuracy
 OR0617;SPC SD S     -   117,190.      672,740.      MT  (+/- 180 meters Scaled)
 OR0617
 OR0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647036(NAD 83)
 OR0617
 OR0617                          SUPERSEDED SURVEY CONTROL
 OR0617
 OR0617  NGVD 29 (??/??/92)  613.43   (m)         2012.6    (f) COMPUTED    2 0
 OR0617
 OR0617.Superseded values are not recommended for survey control.
 OR0617
 OR0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0617.See file dsdata.pdf to determine how the superseded data were derived.
 OR0617
 OR0617_MARKER: DB = BENCH MARK DISK
 OR0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0617_STAMPING: G 141 1934
 OR0617_MARK LOGO: CGS
 OR0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0617+STABILITY: SURFACE MOTION
 OR0617
 OR0617  HISTORY     - Date     Condition        Report By
 OR0617  HISTORY     - 1934     MONUMENTED       CGS
 OR0617
 OR0617                          STATION DESCRIPTION
 OR0617
 OR0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0617'10.6 MI N FROM GREGORY.
 OR0617'LOCATED 10.6 MILES NORTH OF THE RWY. STATION AT GREGORY, 2 MILES
 OR0617'EAST OF DIXON, 43 FT. EAST OF CENTERLINE OF THE GREGORY-OACOMA
 OR0617'ROAD, 35 FT. NORTH OF CENTERLINE OF AN EAST-WEST SECTION LINE
 OR0617'ROAD, 24 FT. EAST OF EAST END OF AN 18 IN CONCRETE CULVERT
 OR0617'UNDER THE ROAD TO OACOMA, 9 FT. EAST OF CORNER OF FENCE, 2 FT.
 OR0617'NORTH OF FENCE LINE RUNNING EAST.  STANDARD TABLET SET IN TOP OF
 OR0617'A CONCRETE POST 3 IN HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0618 ***********************************************************************
 OR0618  DESIGNATION -  G 141 RESET
 OR0618  PID         -  OR0618
 OR0618  STATE/COUNTY-  SD/GREGORY
 OR0618  COUNTRY     -  US
 OR0618  USGS QUAD   -  DIXON (2017)
 OR0618
 OR0618                         *CURRENT SURVEY CONTROL
 OR0618  ______________________________________________________________________
 OR0618* NAD 83(1986) POSITION- 43 23 04.     (N) 099 26 07.     (W)   SCALED
 OR0618* NAVD 88 ORTHO HEIGHT -   615.62  (meters)     2019.7   (feet) RESET
 OR0618  ______________________________________________________________________
 OR0618  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 OR0618  VERT ORDER      -  THIRD
 OR0618
 OR0618.The horizontal coordinates were scaled from a map and have
 OR0618.an estimated accuracy of +/- 6 seconds.
 OR0618
 OR0618.The orthometric height was computed from unverified reset data.
 OR0618
 OR0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0618.GEOID18 height accuracy estimate available here.
 OR0618
 OR0618.Click photographs - Photos may exist for this station.
 OR0618
 OR0618;                    North         East    Units  Estimated Accuracy
 OR0618;SPC SD S     -   117,160.      672,760.      MT  (+/- 180 meters Scaled)
 OR0618
 OR0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647036(NAD 83)
 OR0618
 OR0618                          SUPERSEDED SURVEY CONTROL
 OR0618
 OR0618.No superseded survey control is available for this station.
 OR0618
 OR0618_MARKER: DB = BENCH MARK DISK
 OR0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0618_STAMPING: G 141 RESET 1958
 OR0618_MARK LOGO: CGS
 OR0618_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0618+STABILITY: SURFACE MOTION
 OR0618
 OR0618  HISTORY     - Date     Condition        Report By
 OR0618  HISTORY     - 1958     MONUMENTED       CGS
 OR0618
 OR0618                          STATION DESCRIPTION
 OR0618
 OR0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0618'11 MI N FROM GREGORY.
 OR0618'ABOUT 11.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0618'WITH U.S. HIGHWAY 18 AT GREGORY, GREGORY COUNTY, IN THE NORTHEAST
 OR0618'ANGLE OF CROSSROADS AT CHARLIES CORNER, 127 FEET EAST OF THE
 OR0618'CENTERLINE OF THE HIGHWAY, 30 FEET NORTH OF THE CENTERLINE OF
 OR0618'THE EAST-WEST ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND
 OR0618'3/4 FOOT SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED
 OR0618'G 141 RESET 1958 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0618'ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0619 ***********************************************************************
 OR0619  DESIGNATION -  G 141 RESET
 OR0619  PID         -  OR0619
 OR0619  STATE/COUNTY-  SD/GREGORY
 OR0619  COUNTRY     -  US
 OR0619  USGS QUAD   -  DIXON (2017)
 OR0619
 OR0619                         *CURRENT SURVEY CONTROL
 OR0619  ______________________________________________________________________
 OR0619* NAD 83(1986) POSITION- 43 23 05.     (N) 099 26 08.     (W)   SCALED
 OR0619* NAVD 88 ORTHO HEIGHT -   610.49  (+/-2cm)     2002.9   (feet) VERTCON3
 OR0619  ______________________________________________________________________
 OR0619  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 OR0619  VERT ORDER      -  THIRD (See Below)
 OR0619
 OR0619.The horizontal coordinates were scaled from a map and have
 OR0619.an estimated accuracy of +/- 6 seconds.
 OR0619
 OR0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0619
 OR0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0619.GEOID18 height accuracy estimate available here.
 OR0619
 OR0619.The vertical order pertains to the NGVD 29 superseded value.
 OR0619
 OR0619.Click photographs - Photos may exist for this station.
 OR0619
 OR0619;                    North         East    Units  Estimated Accuracy
 OR0619;SPC SD S     -   117,190.      672,740.      MT  (+/- 180 meters Scaled)
 OR0619
 OR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647036(NAD 83)
 OR0619
 OR0619                          SUPERSEDED SURVEY CONTROL
 OR0619
 OR0619  NGVD 29 (??/??/??)  610.16   (m)         2001.8    (f) RESET       3  
 OR0619
 OR0619.Superseded values are not recommended for survey control.
 OR0619
 OR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0619.See file dsdata.pdf to determine how the superseded data were derived.
 OR0619
 OR0619_MARKER: DB = BENCH MARK DISK
 OR0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0619_STAMPING: G 141 RESET 1964
 OR0619_MARK LOGO: CGS
 OR0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0619+STABILITY: SURFACE MOTION
 OR0619
 OR0619  HISTORY     - Date     Condition        Report By
 OR0619  HISTORY     - 1964     MONUMENTED       SCHD
 OR0619
 OR0619                          STATION DESCRIPTION
 OR0619
 OR0619'DESCRIBED BY SC HIGHWAY DEPT 1964
 OR0619'11 MI N FROM GREGORY.
 OR0619'ABOUT 11.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0619'WITH U.S. HIGHWAY 18 AT GREGORY TO THE INTERSECTION OF STATE
 OR0619'HIGHWAY 44 (NW CORNER SECTION 24 TWP 99N, R 73W).  THE MARK
 OR0619'IS LOCATED 419 FEET SOUTH AND 99.5 FEET WEST OF THE INTERSECTION,
 OR0619'AND 0.5 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET IN
 OR0619'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0226 ***********************************************************************
 OR0226  DESIGNATION -  G 142 RESET
 OR0226  PID         -  OR0226
 OR0226  STATE/COUNTY-  SD/CHARLES MIX
 OR0226  COUNTRY     -  US
 OR0226  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0226
 OR0226                         *CURRENT SURVEY CONTROL
 OR0226  ______________________________________________________________________
 OR0226* NAD 83(1986) POSITION- 43 10 09.     (N) 098 39 53.     (W)   SCALED
 OR0226* NAVD 88 ORTHO HEIGHT -   517.481 (meters)     1697.77  (feet) ADJUSTED
 OR0226  ______________________________________________________________________
 OR0226  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 OR0226  DYNAMIC HEIGHT  -        517.311 (meters)     1697.21  (feet) COMP
 OR0226  MODELED GRAVITY -    980,275.6   (mgal)                       NAVD 88
 OR0226
 OR0226  VERT ORDER      -  FIRST     CLASS II
 OR0226
 OR0226.The horizontal coordinates were scaled from a map and have
 OR0226.an estimated accuracy of +/- 6 seconds.
 OR0226
 OR0226.The orthometric height was determined by differential leveling and
 OR0226.adjusted by the NATIONAL GEODETIC SURVEY
 OR0226.in June 1991.
 OR0226
 OR0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0226.GEOID18 height accuracy estimate available here.
 OR0226
 OR0226.Click photographs - Photos may exist for this station.
 OR0226
 OR0226.The dynamic height is computed by dividing the NAVD 88
 OR0226.geopotential number by the normal gravity value computed on the
 OR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0226.degrees latitude (g = 980.6199 gals.).
 OR0226
 OR0226.The modeled gravity was interpolated from observed gravity values.
 OR0226
 OR0226;                    North         East    Units  Estimated Accuracy
 OR0226;SPC SD S     -    94,220.      735,670.      MT  (+/- 180 meters Scaled)
 OR0226
 OR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN272796(NAD 83)
 OR0226
 OR0226                          SUPERSEDED SURVEY CONTROL
 OR0226
 OR0226  NGVD 29 (??/??/92)  517.166  (m)         1696.74   (f) ADJ UNCH    1 2
 OR0226
 OR0226.Superseded values are not recommended for survey control.
 OR0226
 OR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0226.See file dsdata.pdf to determine how the superseded data were derived.
 OR0226
 OR0226_MARKER: DB = BENCH MARK DISK
 OR0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0226_STAMPING: G 142 RESET 1941
 OR0226_MARK LOGO: CGS
 OR0226_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0226+STABILITY: SURFACE MOTION
 OR0226
 OR0226  HISTORY     - Date     Condition        Report By
 OR0226  HISTORY     - 1941     MONUMENTED       SDHD
 OR0226  HISTORY     - 1949     GOOD             CGS
 OR0226  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0226  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0226
 OR0226                          STATION DESCRIPTION
 OR0226
 OR0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0226'6.6 MI W FROM LAKE ANDES.
 OR0226'6.6 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO.
 OR0226'50 FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0226'STATION AT LAKE ANDES, IN THE SOUTHEAST QUARTER OF A SECTION
 OR0226'LINE ROAD CROSSING, 49 FEET SOUTH OF THE CENTER LINE OF THE
 OR0226'HIGHWAY, 46 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 OR0226'SECTION LINE ROAD, 23.9 FEET SOUTH SOUTHEAST OF THE CENTER
 OR0226'LINE OF THE SOUTH END OF A CONCRETE PIPE CULVERT, 4 FEET EAST
 OR0226'OF A CORNER FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.5 FEET
 OR0226'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0226'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- POST HAS BEEN
 OR0226'HIT, CONCRETE AROUND TABLET BROKEN, CAP SOLID, ELEVATION MAY BE
 OR0226'DOUBTFUL.
 OR0226
 OR0226                          STATION RECOVERY (1963)
 OR0226
 OR0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0226'MARK NOT FOUND.
 OR0226
 OR0226                          STATION RECOVERY (2013)
 OR0226
 OR0226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0114 ***********************************************************************
 OR0114  DESIGNATION -  G 143
 OR0114  PID         -  OR0114
 OR0114  STATE/COUNTY-  SD/BON HOMME
 OR0114  COUNTRY     -  US
 OR0114  USGS QUAD   -  AVON (2017)
 OR0114
 OR0114                         *CURRENT SURVEY CONTROL
 OR0114  ______________________________________________________________________
 OR0114* NAD 83(1986) POSITION- 43 00 09.     (N) 098 01 48.     (W)   SCALED
 OR0114* NAVD 88 ORTHO HEIGHT -   481.340 (meters)     1579.20  (feet) ADJUSTED
 OR0114  ______________________________________________________________________
 OR0114  GEOID HEIGHT    -        -26.176 (meters)                     GEOID18
 OR0114  DYNAMIC HEIGHT  -        481.180 (meters)     1578.67  (feet) COMP
 OR0114  MODELED GRAVITY -    980,274.0   (mgal)                       NAVD 88
 OR0114
 OR0114  VERT ORDER      -  FIRST     CLASS II
 OR0114
 OR0114.The horizontal coordinates were scaled from a map and have
 OR0114.an estimated accuracy of +/- 6 seconds.
 OR0114
 OR0114.The orthometric height was determined by differential leveling and
 OR0114.adjusted by the NATIONAL GEODETIC SURVEY
 OR0114.in June 1991.
 OR0114
 OR0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0114.GEOID18 height accuracy estimate available here.
 OR0114
 OR0114.Click photographs - Photos may exist for this station.
 OR0114
 OR0114.The dynamic height is computed by dividing the NAVD 88
 OR0114.geopotential number by the normal gravity value computed on the
 OR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0114.degrees latitude (g = 980.6199 gals.).
 OR0114
 OR0114.The modeled gravity was interpolated from observed gravity values.
 OR0114
 OR0114;                    North         East    Units  Estimated Accuracy
 OR0114;SPC SD S     -    76,940.      787,780.      MT  (+/- 180 meters Scaled)
 OR0114
 OR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN790615(NAD 83)
 OR0114
 OR0114                          SUPERSEDED SURVEY CONTROL
 OR0114
 OR0114  NGVD 29 (??/??/92)  481.057  (m)         1578.27   (f) ADJ UNCH    1 2
 OR0114
 OR0114.Superseded values are not recommended for survey control.
 OR0114
 OR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0114.See file dsdata.pdf to determine how the superseded data were derived.
 OR0114
 OR0114_MARKER: DB = BENCH MARK DISK
 OR0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0114_STAMPING: G 143 1934
 OR0114_MARK LOGO: CGS
 OR0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0114+STABILITY: SURFACE MOTION
 OR0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0114+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR0114
 OR0114  HISTORY     - Date     Condition        Report By
 OR0114  HISTORY     - 1934     MONUMENTED       CGS
 OR0114  HISTORY     - 19930919 GOOD             NGS
 OR0114
 OR0114                          STATION DESCRIPTION
 OR0114
 OR0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0114'1.8 MI E FROM AVON.
 OR0114'1.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0114'RAILROAD FROM THE STATION AT AVON, BON HOMME COUNTY, 35 YARDS
 OR0114'SOUTH OF STATE HIGHWAY 50, 49 YARDS NORTHWEST OF A FARMHOUSE,
 OR0114'AT A ROAD CROSSING, 55 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OR0114'40.7 FEET SOUTH OF THE SOUTH RAIL, 22.5 FEET EAST OF A FENCE
 OR0114'CORNER, AND 5.6 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 OR0114'STAMPED G 143 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0114'4 INCHES ABOVE GROUND.
 OR0114
 OR0114                          STATION RECOVERY (1993)
 OR0114
 OR0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0114'14.2 KM (8.80 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 OR0114'OF PEARL STREET IN TYNDALL, 63.0 M (206.7 FT) SOUTH OF THE HIGHWAY
 OR0114'CENTERLINE, 18.7 M (61.4 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 OR0114'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OR0114'NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 OR0114'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0051 ***********************************************************************
 OR0051  DESIGNATION -  G 144
 OR0051  PID         -  OR0051
 OR0051  STATE/COUNTY-  SD/AURORA
 OR0051  COUNTRY     -  US
 OR0051  USGS QUAD   -  STICKNEY (2017)
 OR0051
 OR0051                         *CURRENT SURVEY CONTROL
 OR0051  ______________________________________________________________________
 OR0051* NAD 83(1986) POSITION- 43 30 47.     (N) 098 25 30.     (W)   SCALED
 OR0051* NAVD 88 ORTHO HEIGHT -   482.684 (meters)     1583.61  (feet) ADJUSTED
 OR0051  ______________________________________________________________________
 OR0051  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 OR0051  DYNAMIC HEIGHT  -        482.542 (meters)     1583.14  (feet) COMP
 OR0051  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 OR0051
 OR0051  VERT ORDER      -  SECOND    CLASS 0
 OR0051
 OR0051.The horizontal coordinates were scaled from a map and have
 OR0051.an estimated accuracy of +/- 6 seconds.
 OR0051
 OR0051.The orthometric height was determined by differential leveling and
 OR0051.adjusted by the NATIONAL GEODETIC SURVEY
 OR0051.in June 1991.
 OR0051
 OR0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0051.GEOID18 height accuracy estimate available here.
 OR0051
 OR0051.Click photographs - Photos may exist for this station.
 OR0051
 OR0051.The dynamic height is computed by dividing the NAVD 88
 OR0051.geopotential number by the normal gravity value computed on the
 OR0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0051.degrees latitude (g = 980.6199 gals.).
 OR0051
 OR0051.The modeled gravity was interpolated from observed gravity values.
 OR0051
 OR0051;                    North         East    Units  Estimated Accuracy
 OR0051;SPC SD S     -   132,830.      754,280.      MT  (+/- 180 meters Scaled)
 OR0051
 OR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP464179(NAD 83)
 OR0051
 OR0051                          SUPERSEDED SURVEY CONTROL
 OR0051
 OR0051  NGVD 29 (??/??/92)  482.353  (m)         1582.52   (f) ADJ UNCH    2 0
 OR0051
 OR0051.Superseded values are not recommended for survey control.
 OR0051
 OR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0051.See file dsdata.pdf to determine how the superseded data were derived.
 OR0051
 OR0051_MARKER: DB = BENCH MARK DISK
 OR0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0051_STAMPING: G 144 1934
 OR0051_MARK LOGO: CGS
 OR0051_PROJECTION: FLUSH
 OR0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0051+STABILITY: SURFACE MOTION
 OR0051
 OR0051  HISTORY     - Date     Condition        Report By
 OR0051  HISTORY     - 1934     MONUMENTED       CGS
 OR0051  HISTORY     - 1974     GOOD             NGS
 OR0051
 OR0051                          STATION DESCRIPTION
 OR0051
 OR0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OR0051'6.2 MI N FROM CORSICA.
 OR0051'ABOUT 6.2 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE OLD
 OR0051'RAILROAD DEPOT AT CORSICA, DOUGLAS COUNTY, TO A SECTION LINE
 OR0051'CROSSROAD, 151 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281,
 OR0051'48 FEET NORTH OF THE CENTER OF THE CROSSROAD, 19 FEET NORTHWEST
 OR0051'OF A POWER POLE, 17 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET
 OR0051'SOUTHWEST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 OR0051'AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 OR0051'GROUND.  NOTE-- THE RAILROAD TRACK TO WHICH IT WAS REFERENCED
 OR0051'HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0464 ***********************************************************************
 OQ0464  DESIGNATION -  G 145
 OQ0464  PID         -  OQ0464
 OQ0464  STATE/COUNTY-  SD/HUTCHINSON
 OQ0464  COUNTRY     -  US
 OQ0464  USGS QUAD   -  TRIPP (2017)
 OQ0464
 OQ0464                         *CURRENT SURVEY CONTROL
 OQ0464  ______________________________________________________________________
 OQ0464* NAD 83(1986) POSITION- 43 12 07.     (N) 097 53 43.     (W)   SCALED
 OQ0464* NAVD 88 ORTHO HEIGHT -   436.565 (meters)     1432.30  (feet) ADJUSTED
 OQ0464  ______________________________________________________________________
 OQ0464  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 OQ0464  DYNAMIC HEIGHT  -        436.430 (meters)     1431.85  (feet) COMP
 OQ0464  MODELED GRAVITY -    980,297.3   (mgal)                       NAVD 88
 OQ0464
 OQ0464  VERT ORDER      -  SECOND    CLASS 0
 OQ0464
 OQ0464.The horizontal coordinates were scaled from a map and have
 OQ0464.an estimated accuracy of +/- 6 seconds.
 OQ0464
 OQ0464.The orthometric height was determined by differential leveling and
 OQ0464.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0464.in June 1991.
 OQ0464
 OQ0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0464.GEOID18 height accuracy estimate available here.
 OQ0464
 OQ0464.Click photographs - Photos may exist for this station.
 OQ0464
 OQ0464.The dynamic height is computed by dividing the NAVD 88
 OQ0464.geopotential number by the normal gravity value computed on the
 OQ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0464.degrees latitude (g = 980.6199 gals.).
 OQ0464
 OQ0464.The modeled gravity was interpolated from observed gravity values.
 OQ0464
 OQ0464;                    North         East    Units  Estimated Accuracy
 OQ0464;SPC SD S     -    99,400.      798,110.      MT  (+/- 180 meters Scaled)
 OQ0464
 OQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN897838(NAD 83)
 OQ0464
 OQ0464                          SUPERSEDED SURVEY CONTROL
 OQ0464
 OQ0464  NGVD 29 (??/??/92)  436.284  (m)         1431.38   (f) ADJ UNCH    2 0
 OQ0464
 OQ0464.Superseded values are not recommended for survey control.
 OQ0464
 OQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0464.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0464
 OQ0464_MARKER: DB = BENCH MARK DISK
 OQ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0464_STAMPING: G 145 1934
 OQ0464_MARK LOGO: CGS
 OQ0464_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0464+STABILITY: SURFACE MOTION
 OQ0464
 OQ0464  HISTORY     - Date     Condition        Report By
 OQ0464  HISTORY     - 1934     MONUMENTED       CGS
 OQ0464
 OQ0464                          STATION DESCRIPTION
 OQ0464
 OQ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0464'3.9 MI SE FROM TRIPP.
 OQ0464'3.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0464'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OQ0464'60 FEET EAST ACROSS THE TRACK FROM MILEPOST 189, 220 YARDS WEST
 OQ0464'OF A SECTION-LINE ROAD CROSSING, 150 YARDS WEST OF THE WEST END
 OQ0464'OF SMALL CONCRETE BRIDGE T 420, 44.4 FEET NORTH OF THE NORTH
 OQ0464'RAIL, AND 1.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OQ0464'DISK, STAMPED G 145 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0464'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0983 ***********************************************************************
 NM0983  DESIGNATION -  G 146
 NM0983  PID         -  NM0983
 NM0983  STATE/COUNTY-  SD/YANKTON
 NM0983  COUNTRY     -  US
 NM0983  USGS QUAD   -  YANKTON (2017)
 NM0983
 NM0983                         *CURRENT SURVEY CONTROL
 NM0983  ______________________________________________________________________
 NM0983* NAD 83(1986) POSITION- 42 52 44.     (N) 097 23 47.     (W)   SCALED
 NM0983* NAVD 88 ORTHO HEIGHT -   368.781 (meters)     1209.91  (feet) ADJUSTED
 NM0983  ______________________________________________________________________
 NM0983  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM0983  DYNAMIC HEIGHT  -        368.676 (meters)     1209.56  (feet) COMP
 NM0983  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM0983
 NM0983  VERT ORDER      -  SECOND    CLASS 0
 NM0983
 NM0983.The horizontal coordinates were scaled from a map and have
 NM0983.an estimated accuracy of +/- 6 seconds.
 NM0983
 NM0983.The orthometric height was determined by differential leveling and
 NM0983.adjusted by the NATIONAL GEODETIC SURVEY
 NM0983.in June 1991.
 NM0983
 NM0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0983.GEOID18 height accuracy estimate available here.
 NM0983
 NM0983.Click photographs - Photos may exist for this station.
 NM0983
 NM0983.The dynamic height is computed by dividing the NAVD 88
 NM0983.geopotential number by the normal gravity value computed on the
 NM0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0983.degrees latitude (g = 980.6199 gals.).
 NM0983
 NM0983.The modeled gravity was interpolated from observed gravity values.
 NM0983
 NM0983;                    North         East    Units  Estimated Accuracy
 NM0983;SPC SD S     -    64,850.      839,900.      MT  (+/- 180 meters Scaled)
 NM0983
 NM0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN309486(NAD 83)
 NM0983
 NM0983                          SUPERSEDED SURVEY CONTROL
 NM0983
 NM0983  NGVD 29 (??/??/92)  368.58   (m)         1209.2    (f) COMPUTED    2 0
 NM0983
 NM0983.Superseded values are not recommended for survey control.
 NM0983
 NM0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0983.See file dsdata.pdf to determine how the superseded data were derived.
 NM0983
 NM0983_MARKER: DB = BENCH MARK DISK
 NM0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0983_STAMPING: G 146 1934
 NM0983_MARK LOGO: CGS
 NM0983_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0983+STABILITY: SURFACE MOTION
 NM0983
 NM0983  HISTORY     - Date     Condition        Report By
 NM0983  HISTORY     - 1934     MONUMENTED       CGS
 NM0983  HISTORY     - 1949     GOOD             CGS
 NM0983
 NM0983                          STATION DESCRIPTION
 NM0983
 NM0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0983'AT YANKTON.
 NM0983'AT YANKTON, 0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE,
 NM0983'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION, AT THE CROSSING
 NM0983'OF U.S. HIGHWAY 81, 79 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NM0983'30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 7.0 FEET NORTHEAST
 NM0983'OF A POWER LINE POLE, 0.6 FOOT NORTH OF A REFERENCE POST, AND
 NM0983'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM0983'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0984 ***********************************************************************
 NM0984  DESIGNATION -  G 146 RESET
 NM0984  PID         -  NM0984
 NM0984  STATE/COUNTY-  SD/YANKTON
 NM0984  COUNTRY     -  US
 NM0984  USGS QUAD   -  YANKTON (2017)
 NM0984
 NM0984                         *CURRENT SURVEY CONTROL
 NM0984  ______________________________________________________________________
 NM0984* NAD 83(1986) POSITION- 42 52 44.     (N) 097 23 47.     (W)   SCALED
 NM0984* NAVD 88 ORTHO HEIGHT -   368.77  (+/-2cm)     1209.9   (feet) VERTCON3
 NM0984  ______________________________________________________________________
 NM0984  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM0984  VERT ORDER      -  THIRD (See Below)
 NM0984
 NM0984.The horizontal coordinates were scaled from a map and have
 NM0984.an estimated accuracy of +/- 6 seconds.
 NM0984
 NM0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0984
 NM0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0984.GEOID18 height accuracy estimate available here.
 NM0984
 NM0984.The vertical order pertains to the NGVD 29 superseded value.
 NM0984
 NM0984.Click photographs - Photos may exist for this station.
 NM0984
 NM0984;                    North         East    Units  Estimated Accuracy
 NM0984;SPC SD S     -    64,850.      839,900.      MT  (+/- 180 meters Scaled)
 NM0984
 NM0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN309486(NAD 83)
 NM0984
 NM0984                          SUPERSEDED SURVEY CONTROL
 NM0984
 NM0984  NGVD 29 (??/??/??)  368.57   (m)         1209.2    (f) RESET       3  
 NM0984
 NM0984.Superseded values are not recommended for survey control.
 NM0984
 NM0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0984.See file dsdata.pdf to determine how the superseded data were derived.
 NM0984
 NM0984_MARKER: DB = BENCH MARK DISK
 NM0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0984_STAMPING: G 146 RESET 1959
 NM0984_MARK LOGO: CGS
 NM0984_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0984+STABILITY: SURFACE MOTION
 NM0984
 NM0984  HISTORY     - Date     Condition        Report By
 NM0984  HISTORY     - 1959     MONUMENTED       SDHD
 NM0984  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0984
 NM0984                          STATION DESCRIPTION
 NM0984
 NM0984'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 NM0984'0.2 MI NW FROM YANKTON.
 NM0984'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0984'PACIFIC RAILROAD FROM THE STATION, AT THE CROSSING OF U.S.
 NM0984'HIGHWAY 81, 82 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 42 FEET
 NM0984'EAST OF THE CENTERLINE OF 4 LANE HIGHWAY (U.S. 81), AND SET IN
 NM0984'TOP OF CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0984
 NM0984                          STATION RECOVERY (1967)
 NM0984
 NM0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0984'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0371 ***********************************************************************
 OQ0371  DESIGNATION -  G 147
 OQ0371  PID         -  OQ0371
 OQ0371  STATE/COUNTY-  SD/MCCOOK
 OQ0371  COUNTRY     -  US
 OQ0371  USGS QUAD   -  SALEM NE (2017)
 OQ0371
 OQ0371                         *CURRENT SURVEY CONTROL
 OQ0371  ______________________________________________________________________
 OQ0371* NAD 83(1986) POSITION- 43 41 47.     (N) 097 22 10.     (W)   SCALED
 OQ0371* NAVD 88 ORTHO HEIGHT -   464.942 (meters)     1525.40  (feet) ADJUSTED
 OQ0371  ______________________________________________________________________
 OQ0371  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 OQ0371  DYNAMIC HEIGHT  -        464.826 (meters)     1525.02  (feet) COMP
 OQ0371  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 OQ0371
 OQ0371  VERT ORDER      -  SECOND    CLASS 0
 OQ0371
 OQ0371.The horizontal coordinates were scaled from a map and have
 OQ0371.an estimated accuracy of +/- 6 seconds.
 OQ0371
 OQ0371.The orthometric height was determined by differential leveling and
 OQ0371.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0371.in June 1991.
 OQ0371
 OQ0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0371.GEOID18 height accuracy estimate available here.
 OQ0371
 OQ0371.Click photographs - Photos may exist for this station.
 OQ0371
 OQ0371.The dynamic height is computed by dividing the NAVD 88
 OQ0371.geopotential number by the normal gravity value computed on the
 OQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0371.degrees latitude (g = 980.6199 gals.).
 OQ0371
 OQ0371.The modeled gravity was interpolated from observed gravity values.
 OQ0371
 OQ0371;                    North         East    Units  Estimated Accuracy
 OQ0371;SPC SD S     -   155,690.      838,860.      MT  (+/- 180 meters Scaled)
 OQ0371
 OQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP313394(NAD 83)
 OQ0371
 OQ0371                          SUPERSEDED SURVEY CONTROL
 OQ0371
 OQ0371  NGVD 29 (??/??/92)  464.651  (m)         1524.44   (f) ADJ UNCH    2 0
 OQ0371
 OQ0371.Superseded values are not recommended for survey control.
 OQ0371
 OQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0371.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0371
 OQ0371_MARKER: DB = BENCH MARK DISK
 OQ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0371_STAMPING: G 147 1934
 OQ0371_MARK LOGO: CGS
 OQ0371_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0371+STABILITY: SURFACE MOTION
 OQ0371
 OQ0371  HISTORY     - Date     Condition        Report By
 OQ0371  HISTORY     - 1934     MONUMENTED       CGS
 OQ0371
 OQ0371                          STATION DESCRIPTION
 OQ0371
 OQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0371'2.4 MI SE FROM SALEM.
 OQ0371'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0371'FROM THE STATION AT SALEM, MC COOK COUNTY, 195 YARDS NORTHWEST
 OQ0371'OF A SECTION-LINE ROAD CROSSING, 45 FEET SOUTHWEST OF THE SOUTHWEST
 OQ0371'RAIL, AND 1.4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 OQ0371'STANDARD DISK, STAMPED G 147 1934 AND SET IN THE TOP OF A
 OQ0371'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0428 ***********************************************************************
 OQ0428  DESIGNATION -  G 148
 OQ0428  PID         -  OQ0428
 OQ0428  STATE/COUNTY-  SD/TURNER
 OQ0428  COUNTRY     -  US
 OQ0428  USGS QUAD   -  VIBORG (2017)
 OQ0428
 OQ0428                         *CURRENT SURVEY CONTROL
 OQ0428  ______________________________________________________________________
 OQ0428* NAD 83(1986) POSITION- 43 11 08.     (N) 097 00 52.     (W)   SCALED
 OQ0428* NAVD 88 ORTHO HEIGHT -   385.212 (meters)     1263.82  (feet) ADJUSTED
 OQ0428  ______________________________________________________________________
 OQ0428  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 OQ0428  DYNAMIC HEIGHT  -        385.101 (meters)     1263.45  (feet) COMP
 OQ0428  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 OQ0428
 OQ0428  VERT ORDER      -  SECOND    CLASS 0
 OQ0428
 OQ0428.The horizontal coordinates were scaled from a map and have
 OQ0428.an estimated accuracy of +/- 6 seconds.
 OQ0428
 OQ0428.The orthometric height was determined by differential leveling and
 OQ0428.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0428.in June 1991.
 OQ0428
 OQ0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0428.GEOID18 height accuracy estimate available here.
 OQ0428
 OQ0428.Click photographs - Photos may exist for this station.
 OQ0428
 OQ0428.The dynamic height is computed by dividing the NAVD 88
 OQ0428.geopotential number by the normal gravity value computed on the
 OQ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0428.degrees latitude (g = 980.6199 gals.).
 OQ0428
 OQ0428.The modeled gravity was interpolated from observed gravity values.
 OQ0428
 OQ0428;                    North         East    Units  Estimated Accuracy
 OQ0428;SPC SD S     -   100,060.      869,720.      MT  (+/- 180 meters Scaled)
 OQ0428
 OQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN613833(NAD 83)
 OQ0428
 OQ0428                          SUPERSEDED SURVEY CONTROL
 OQ0428
 OQ0428  NGVD 29 (??/??/92)  384.989  (m)         1263.08   (f) ADJ UNCH    2 0
 OQ0428
 OQ0428.Superseded values are not recommended for survey control.
 OQ0428
 OQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0428.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0428
 OQ0428_MARKER: DB = BENCH MARK DISK
 OQ0428_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0428_STAMPING: G 148 1934
 OQ0428_MARK LOGO: CGS
 OQ0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0428
 OQ0428  HISTORY     - Date     Condition        Report By
 OQ0428  HISTORY     - 1934     MONUMENTED       CGS
 OQ0428
 OQ0428                          STATION DESCRIPTION
 OQ0428
 OQ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0428'0.9 MI SE FROM HOOKER.
 OQ0428'LOCATED 0.9 MILES SOUTHEAST OF THE CHICAGO AND NORTH WESTERN
 OQ0428'DEPOT AT HOOKER, ALONG CHI. AND N.W. R.R., 141 FEET NORTHWEST OF
 OQ0428'INTERSECTION OF RAILROAD AND SECTION LINE ROAD, 79 FEET NORTHWEST
 OQ0428'OF R/W FENCE CORNER, 45.7 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 OQ0428'TRACK, 1.5 FEET NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN
 OQ0428'TOP OF CONCRETE POST 4 INCHES HIGH.  STAMPED G-148--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0391 ***********************************************************************
 OQ0391  DESIGNATION -  G 149
 OQ0391  PID         -  OQ0391
 OQ0391  STATE/COUNTY-  SD/TURNER
 OQ0391  COUNTRY     -  US
 OQ0391  USGS QUAD   -  MARION (2017)
 OQ0391
 OQ0391                         *CURRENT SURVEY CONTROL
 OQ0391  ______________________________________________________________________
 OQ0391* NAD 83(1986) POSITION- 43 23 06.     (N) 097 21 34.     (W)   SCALED
 OQ0391* NAVD 88 ORTHO HEIGHT -   447.581 (meters)     1468.44  (feet) ADJUSTED
 OQ0391  ______________________________________________________________________
 OQ0391  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 OQ0391  DYNAMIC HEIGHT  -        447.459 (meters)     1468.04  (feet) COMP
 OQ0391  MODELED GRAVITY -    980,333.0   (mgal)                       NAVD 88
 OQ0391
 OQ0391  VERT ORDER      -  SECOND    CLASS 0
 OQ0391
 OQ0391.The horizontal coordinates were scaled from a map and have
 OQ0391.an estimated accuracy of +/- 6 seconds.
 OQ0391
 OQ0391.The orthometric height was determined by differential leveling and
 OQ0391.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0391.in June 1991.
 OQ0391
 OQ0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0391.GEOID18 height accuracy estimate available here.
 OQ0391
 OQ0391.Click photographs - Photos may exist for this station.
 OQ0391
 OQ0391.The dynamic height is computed by dividing the NAVD 88
 OQ0391.geopotential number by the normal gravity value computed on the
 OQ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0391.degrees latitude (g = 980.6199 gals.).
 OQ0391
 OQ0391.The modeled gravity was interpolated from observed gravity values.
 OQ0391
 OQ0391;                    North         East    Units  Estimated Accuracy
 OQ0391;SPC SD S     -   121,140.      840,900.      MT  (+/- 180 meters Scaled)
 OQ0391
 OQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP328048(NAD 83)
 OQ0391
 OQ0391                          SUPERSEDED SURVEY CONTROL
 OQ0391
 OQ0391  NGVD 29 (??/??/92)  447.31   (m)         1467.5    (f) COMPUTED    2 0
 OQ0391
 OQ0391.Superseded values are not recommended for survey control.
 OQ0391
 OQ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0391.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0391
 OQ0391_MARKER: DB = BENCH MARK DISK
 OQ0391_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0391_STAMPING: G 149 1934
 OQ0391_MARK LOGO: CGS
 OQ0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0391
 OQ0391  HISTORY     - Date     Condition        Report By
 OQ0391  HISTORY     - 1934     MONUMENTED       CGS
 OQ0391
 OQ0391                          STATION DESCRIPTION
 OQ0391
 OQ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0391'5.8 MI SW FROM MARION.
 OQ0391'LOCATED 5.8 MILES SOUTHWEST OF THE RWY. STATION AT MARION, ALONG
 OQ0391'C.M. ST. P. AND P.R.R., 54 FT. SOUTHWEST OF CENTERLINE OF A
 OQ0391'SECTION LINE ROAD THAT CROSSES TRACK, 46 FT. NORTHWEST OF THE
 OQ0391'WEST RAIL OF TRACK, 19 FT. SOUTHWEST OF CORNER OF FENCE, 1.3
 OQ0391'FT. SOUTHEAST OF R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF A
 OQ0391'CONCRETE POST 4 IN HIGH.  STAMPED G-149--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0021 ***********************************************************************
 PT0021  DESIGNATION -  G 15
 PT0021  PID         -  PT0021
 PT0021  STATE/COUNTY-  SD/POTTER
 PT0021  COUNTRY     -  US
 PT0021  USGS QUAD   -  AGAR NE (2017)
 PT0021
 PT0021                         *CURRENT SURVEY CONTROL
 PT0021  ______________________________________________________________________
 PT0021* NAD 83(1986) POSITION- 44 57 20.     (N) 100 02 45.     (W)   SCALED
 PT0021* NAVD 88 ORTHO HEIGHT -   601.501 (meters)     1973.42  (feet) ADJUSTED
 PT0021  ______________________________________________________________________
 PT0021  GEOID HEIGHT    -        -22.630 (meters)                     GEOID18
 PT0021  DYNAMIC HEIGHT  -        601.406 (meters)     1973.11  (feet) COMP
 PT0021  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 PT0021
 PT0021  VERT ORDER      -  FIRST     CLASS II
 PT0021
 PT0021.The horizontal coordinates were scaled from a map and have
 PT0021.an estimated accuracy of +/- 6 seconds.
 PT0021
 PT0021.The orthometric height was determined by differential leveling and
 PT0021.adjusted by the NATIONAL GEODETIC SURVEY
 PT0021.in June 1991.
 PT0021
 PT0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0021.GEOID18 height accuracy estimate available here.
 PT0021
 PT0021.Click photographs - Photos may exist for this station.
 PT0021
 PT0021.The dynamic height is computed by dividing the NAVD 88
 PT0021.geopotential number by the normal gravity value computed on the
 PT0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0021.degrees latitude (g = 980.6199 gals.).
 PT0021
 PT0021.The modeled gravity was interpolated from observed gravity values.
 PT0021
 PT0021;                    North         East    Units  Estimated Accuracy
 PT0021;SPC SD N     -   124,710.      596,380.      MT  (+/- 180 meters Scaled)
 PT0021
 PT0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ175785(NAD 83)
 PT0021
 PT0021                          SUPERSEDED SURVEY CONTROL
 PT0021
 PT0021  NGVD 29 (??/??/92)  601.125  (m)         1972.19   (f) ADJ UNCH    1 2
 PT0021
 PT0021.Superseded values are not recommended for survey control.
 PT0021
 PT0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0021.See file dsdata.pdf to determine how the superseded data were derived.
 PT0021
 PT0021_MARKER: DB = BENCH MARK DISK
 PT0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0021_STAMPING: 1972.191 G 15 1926
 PT0021_MARK LOGO: CGS
 PT0021_PROJECTION: FLUSH
 PT0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0021+STABILITY: SURFACE MOTION
 PT0021
 PT0021  HISTORY     - Date     Condition        Report By
 PT0021  HISTORY     - 1926     MONUMENTED       CGS
 PT0021  HISTORY     - 1941     GOOD             CGS
 PT0021
 PT0021                          STATION DESCRIPTION
 PT0021
 PT0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0021'2.5 MI NE FROM GORMAN.
 PT0021'2.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0021'FROM GORMAN, POTTER COUNTY, AT THE CROSSING OF AN EAST-AND-WEST
 PT0021'SECTION-LINE ROAD, 46 FEET SOUTHEAST OF THE CROSSING, 12 FEET
 PT0021'SOUTHWEST OF A FENCE CORNER, AND IN LINE WITH A ROW OF POLES.
 PT0021'A STANDARD DISK, STAMPED 1972.191 G 15 1926 AND SET IN THE
 PT0021'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PT0021
 PT0021                          STATION RECOVERY (1941)
 PT0021
 PT0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PT0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1355 ***********************************************************************
 NM1355  DESIGNATION -  G 150
 NM1355  PID         -  NM1355
 NM1355  STATE/COUNTY-  SD/BON HOMME
 NM1355  COUNTRY     -  US
 NM1355  USGS QUAD   -  KINGSBURG (2017)
 NM1355
 NM1355                         *CURRENT SURVEY CONTROL
 NM1355  ______________________________________________________________________
 NM1355* NAD 83(1986) POSITION- 42 52 46.     (N) 097 56 20.     (W)   SCALED
 NM1355* NAVD 88 ORTHO HEIGHT -   395.668 (meters)     1298.12  (feet) ADJUSTED
 NM1355  ______________________________________________________________________
 NM1355  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 NM1355  DYNAMIC HEIGHT  -        395.538 (meters)     1297.69  (feet) COMP
 NM1355  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 NM1355
 NM1355  VERT ORDER      -  SECOND    CLASS 0
 NM1355
 NM1355.The horizontal coordinates were scaled from a map and have
 NM1355.an estimated accuracy of +/- 6 seconds.
 NM1355
 NM1355.The orthometric height was determined by differential leveling and
 NM1355.adjusted by the NATIONAL GEODETIC SURVEY
 NM1355.in June 1991.
 NM1355
 NM1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1355.GEOID18 height accuracy estimate available here.
 NM1355
 NM1355.Click photographs - Photos may exist for this station.
 NM1355
 NM1355.The dynamic height is computed by dividing the NAVD 88
 NM1355.geopotential number by the normal gravity value computed on the
 NM1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1355.degrees latitude (g = 980.6199 gals.).
 NM1355
 NM1355.The modeled gravity was interpolated from observed gravity values.
 NM1355
 NM1355;                    North         East    Units  Estimated Accuracy
 NM1355;SPC SD S     -    63,490.      795,600.      MT  (+/- 180 meters Scaled)
 NM1355
 NM1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN866479(NAD 83)
 NM1355
 NM1355                          SUPERSEDED SURVEY CONTROL
 NM1355
 NM1355  NGVD 29 (??/??/92)  395.436  (m)         1297.36   (f) ADJ UNCH    2 0
 NM1355
 NM1355.Superseded values are not recommended for survey control.
 NM1355
 NM1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1355.See file dsdata.pdf to determine how the superseded data were derived.
 NM1355
 NM1355_MARKER: DB = BENCH MARK DISK
 NM1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1355_STAMPING: G 150 1934
 NM1355_MARK LOGO: CGS
 NM1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1355+STABILITY: SURFACE MOTION
 NM1355
 NM1355  HISTORY     - Date     Condition        Report By
 NM1355  HISTORY     - 1934     MONUMENTED       CGS
 NM1355  HISTORY     - 1974     GOOD             USGS
 NM1355  HISTORY     - 1983     GOOD             LOCSUR
 NM1355
 NM1355                          STATION DESCRIPTION
 NM1355
 NM1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1355'2.4 MI N FROM SPRINGFIELD.
 NM1355'2.4 MILES NORTH OF THE SPRINGFIELD RWY. STATION, 115 FT. NORTHWEST
 NM1355'OF THE NORTHWEST CORNER OF A WOODEN TRESTLE OVER A DRAIN DITCH,
 NM1355'47 FT. WEST OF WEST RAIL OF TRACK, 36 FT. SOUTH OF CENTERLINE
 NM1355'OF A SECTION LINE ROAD THAT CROSSES TRACK, 4 FT. SOUTH OF THE
 NM1355'CORNER OF R/W FENCE, 1.5 FT. EAST OF R/W FENCE LINE.  STANDARD
 NM1355'TABLET SET IN TOP OF A CONCRETE POST 5 IN HIGH, STAMPED G 150
 NM1355'1934.
 NM1355
 NM1355                          STATION RECOVERY (1974)
 NM1355
 NM1355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1355'RECOVERED IN GOOD CONDITION.
 NM1355
 NM1355                          STATION RECOVERY (1983)
 NM1355
 NM1355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1580 ***********************************************************************
 NM1580  DESIGNATION -  G 150 RESET
 NM1580  PID         -  NM1580
 NM1580  STATE/COUNTY-  SD/BON HOMME
 NM1580  COUNTRY     -  US
 NM1580  USGS QUAD   -  KINGSBURG (2017)
 NM1580
 NM1580                         *CURRENT SURVEY CONTROL
 NM1580  ______________________________________________________________________
 NM1580* NAD 83(1986) POSITION- 42 52 46.     (N) 097 56 20.     (W)   SCALED
 NM1580* NAVD 88 ORTHO HEIGHT -   397.58  (meters)     1304.4   (feet) RESET
 NM1580  ______________________________________________________________________
 NM1580  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 NM1580  VERT ORDER      -  THIRD
 NM1580
 NM1580.The horizontal coordinates were scaled from a map and have
 NM1580.an estimated accuracy of +/- 6 seconds.
 NM1580
 NM1580.The orthometric height was computed from unverified reset data.
 NM1580
 NM1580.No vertical observational check was made to the station.
 NM1580
 NM1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1580.GEOID18 height accuracy estimate available here.
 NM1580
 NM1580.Click photographs - Photos may exist for this station.
 NM1580
 NM1580;                    North         East    Units  Estimated Accuracy
 NM1580;SPC SD S     -    63,490.      795,600.      MT  (+/- 180 meters Scaled)
 NM1580
 NM1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN866479(NAD 83)
 NM1580
 NM1580                          SUPERSEDED SURVEY CONTROL
 NM1580
 NM1580  NGVD 29 (04/17/07)  397.34   (m)         1303.6    (f) RESET       3  
 NM1580
 NM1580.Superseded values are not recommended for survey control.
 NM1580
 NM1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1580.See file dsdata.pdf to determine how the superseded data were derived.
 NM1580
 NM1580_MARKER: DV = VERTICAL CONTROL DISK
 NM1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1580_STAMPING: G 150 RESET 1983
 NM1580_MARK LOGO: NGS
 NM1580_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1580+STABILITY: SURFACE MOTION
 NM1580
 NM1580  HISTORY     - Date     Condition        Report By
 NM1580  HISTORY     - 1983     MONUMENTED       NGS
 NM1580
 NM1580                          STATION DESCRIPTION
 NM1580
 NM1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM1580'6.2 KM (3.95 MI) NW FROM SPRINGFIELD.
 NM1580'0.4 KM (0.25 MI)  WEST ALONG HIGHWAY 37 FROM THE POST OFFICE IN
 NM1580'SPRINGFIELD, THENCE 3.6 KM (2.25 MI) NORTH AND WEST ALONG AN ASPHALT
 NM1580'ROAD, THENCE 1.6 KM (1.0 MI) NORTH ALONG GRAVELED ROAD, THENCE 0.6 KM
 NM1580'(0.4 MI) WEST ALONG GRAVELED ROAD, ALONG A NORTH-SOUTH FENCE WHICH IS
 NM1580'JUST WEST OF A CREEK, 44.2 METERS (145.0 FEET) SOUTH OF THE CENTER
 NM1580'OF THE GRAVELED ROAD, 0.8 METER (2.5 FEET) SOUTH OF A SMALL CEDAR
 NM1580'TREE, AND 0.3 METER (0.8 FOOT) EAST OF A FENCE.
 NM1580'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0401 ***********************************************************************
 OQ0401  DESIGNATION -  G 151
 OQ0401  PID         -  OQ0401
 OQ0401  STATE/COUNTY-  SD/TURNER
 OQ0401  COUNTRY     -  US
 OQ0401  USGS QUAD   -  VIBORG (2017)
 OQ0401
 OQ0401                         *CURRENT SURVEY CONTROL
 OQ0401  ______________________________________________________________________
 OQ0401* NAD 83(1986) POSITION- 43 11 22.     (N) 097 03 40.     (W)   SCALED
 OQ0401* NAVD 88 ORTHO HEIGHT -   383.351 (meters)     1257.71  (feet) ADJUSTED
 OQ0401  ______________________________________________________________________
 OQ0401  GEOID HEIGHT    -        -26.172 (meters)                     GEOID18
 OQ0401  DYNAMIC HEIGHT  -        383.241 (meters)     1257.35  (feet) COMP
 OQ0401  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 OQ0401
 OQ0401  VERT ORDER      -  SECOND    CLASS 0
 OQ0401
 OQ0401.The horizontal coordinates were scaled from a map and have
 OQ0401.an estimated accuracy of +/- 6 seconds.
 OQ0401
 OQ0401.The orthometric height was determined by differential leveling and
 OQ0401.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0401.in June 1991.
 OQ0401
 OQ0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0401.GEOID18 height accuracy estimate available here.
 OQ0401
 OQ0401.Click photographs - Photos may exist for this station.
 OQ0401
 OQ0401.The dynamic height is computed by dividing the NAVD 88
 OQ0401.geopotential number by the normal gravity value computed on the
 OQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0401.degrees latitude (g = 980.6199 gals.).
 OQ0401
 OQ0401.The modeled gravity was interpolated from observed gravity values.
 OQ0401
 OQ0401;                    North         East    Units  Estimated Accuracy
 OQ0401;SPC SD S     -   100,350.      865,910.      MT  (+/- 180 meters Scaled)
 OQ0401
 OQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN575836(NAD 83)
 OQ0401
 OQ0401                          SUPERSEDED SURVEY CONTROL
 OQ0401
 OQ0401  NGVD 29 (??/??/92)  383.131  (m)         1256.99   (f) ADJ UNCH    2 0
 OQ0401
 OQ0401.Superseded values are not recommended for survey control.
 OQ0401
 OQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0401.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0401
 OQ0401_MARKER: DB = BENCH MARK DISK
 OQ0401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0401_STAMPING: G 151 1934
 OQ0401_MARK LOGO: CGS
 OQ0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0401
 OQ0401  HISTORY     - Date     Condition        Report By
 OQ0401  HISTORY     - 1934     MONUMENTED       CGS
 OQ0401
 OQ0401                          STATION DESCRIPTION
 OQ0401
 OQ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0401'1.5 MI NE FROM VIBORG.
 OQ0401'LOCATED 1.5 MILES NORTHEAST OF STATION AT VIBORG, ALONG GREAT
 OQ0401'NORTHERN RWY., 0.3 OF MILE NORTHEAST OF M.P. 178, 180 FEET
 OQ0401'NORTHEAST OF CENTERLINE OF A SECTION LINE ROAD CROSSING THE TRACKS,
 OQ0401'36 FEET SOUTHEAST OF SOUTHEAST RAIL, 11.7 FEET SOUTHWEST OF FIRST
 OQ0401'TELEGRAPH POLE NORTHEAST OF ROAD CROSSING AND IN LINE WITH POLES.
 OQ0401'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 OQ0401'STAMPED G--151--1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0276 ***********************************************************************
 OQ0276  DESIGNATION -  G 152
 OQ0276  PID         -  OQ0276
 OQ0276  STATE/COUNTY-  SD/MINNEHAHA
 OQ0276  COUNTRY     -  US
 OQ0276  USGS QUAD   -  BRANDON (2017)
 OQ0276
 OQ0276                         *CURRENT SURVEY CONTROL
 OQ0276  ______________________________________________________________________
 OQ0276* NAD 83(1986) POSITION- 43 34 48.     (N) 096 30 42.     (W)   SCALED
 OQ0276* NAVD 88 ORTHO HEIGHT -   418.102 (meters)     1371.72  (feet) ADJUSTED
 OQ0276  ______________________________________________________________________
 OQ0276  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 OQ0276  DYNAMIC HEIGHT  -        417.997 (meters)     1371.38  (feet) COMP
 OQ0276  MODELED GRAVITY -    980,355.2   (mgal)                       NAVD 88
 OQ0276
 OQ0276  VERT ORDER      -  SECOND    CLASS 0
 OQ0276
 OQ0276.The horizontal coordinates were scaled from a map and have
 OQ0276.an estimated accuracy of +/- 6 seconds.
 OQ0276
 OQ0276.The orthometric height was determined by differential leveling and
 OQ0276.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0276.in June 1991.
 OQ0276
 OQ0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0276.GEOID18 height accuracy estimate available here.
 OQ0276
 OQ0276.Click photographs - Photos may exist for this station.
 OQ0276
 OQ0276.The dynamic height is computed by dividing the NAVD 88
 OQ0276.geopotential number by the normal gravity value computed on the
 OQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0276.degrees latitude (g = 980.6199 gals.).
 OQ0276
 OQ0276.The modeled gravity was interpolated from observed gravity values.
 OQ0276
 OQ0276;                    North         East    Units  Estimated Accuracy
 OQ0276;SPC SD S     -   145,590.      908,540.      MT  (+/- 180 meters Scaled)
 OQ0276
 OQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP009282(NAD 83)
 OQ0276
 OQ0276                          SUPERSEDED SURVEY CONTROL
 OQ0276
 OQ0276  NGVD 29 (??/??/92)  417.858  (m)         1370.92   (f) ADJ UNCH    2 0
 OQ0276
 OQ0276.Superseded values are not recommended for survey control.
 OQ0276
 OQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0276.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0276
 OQ0276_MARKER: DB = BENCH MARK DISK
 OQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0276_STAMPING: G 152 1934
 OQ0276_MARK LOGO: CGS
 OQ0276_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0276+STABILITY: SURFACE MOTION
 OQ0276
 OQ0276  HISTORY     - Date     Condition        Report By
 OQ0276  HISTORY     - 1934     MONUMENTED       CGS
 OQ0276  HISTORY     - 1966     GOOD             MNHD
 OQ0276
 OQ0276                          STATION DESCRIPTION
 OQ0276
 OQ0276'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0276'2.2 MI W FROM VALLEY SPRINGS.
 OQ0276'2.2 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS, AND
 OQ0276'OMAHA RAILWAY FROM THE STATION AT VALLEY SPRINGS, MINNEHAHA
 OQ0276'COUNTY, 100 YARDS SOUTHEAST OF THE TWENTIETH POLE WEST OF
 OQ0276'MILEPOST 45, AT A SECTION-LINE ROAD CROSSING, 50 FEET EAST OF THE
 OQ0276'CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE SOUTH RAIL, AND 2
 OQ0276'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0276'F 152 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OQ0276'INCHES ABOVE GROUND, AND 1.0 FEET NORTH OF STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0226 ***********************************************************************
 QR0226  DESIGNATION -  G 16
 QR0226  PID         -  QR0226
 QR0226  STATE/COUNTY-  SD/FAULK
 QR0226  COUNTRY     -  US
 QR0226  USGS QUAD   -  FAULKTON WEST (2017)
 QR0226
 QR0226                         *CURRENT SURVEY CONTROL
 QR0226  ______________________________________________________________________
 QR0226* NAD 83(1986) POSITION- 45 02 59.     (N) 099 11 09.     (W)   SCALED
 QR0226* NAVD 88 ORTHO HEIGHT -   503.587 (meters)     1652.19  (feet) ADJUSTED
 QR0226  ______________________________________________________________________
 QR0226  GEOID HEIGHT    -        -23.532 (meters)                     GEOID18
 QR0226  DYNAMIC HEIGHT  -        503.519 (meters)     1651.96  (feet) COMP
 QR0226  MODELED GRAVITY -    980,466.6   (mgal)                       NAVD 88
 QR0226
 QR0226  VERT ORDER      -  FIRST     CLASS II
 QR0226
 QR0226.The horizontal coordinates were scaled from a map and have
 QR0226.an estimated accuracy of +/- 6 seconds.
 QR0226
 QR0226.The orthometric height was determined by differential leveling and
 QR0226.adjusted by the NATIONAL GEODETIC SURVEY
 QR0226.in June 1991.
 QR0226
 QR0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0226.GEOID18 height accuracy estimate available here.
 QR0226
 QR0226.Click photographs - Photos may exist for this station.
 QR0226
 QR0226.The dynamic height is computed by dividing the NAVD 88
 QR0226.geopotential number by the normal gravity value computed on the
 QR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0226.degrees latitude (g = 980.6199 gals.).
 QR0226
 QR0226.The modeled gravity was interpolated from observed gravity values.
 QR0226
 QR0226;                    North         East    Units  Estimated Accuracy
 QR0226;SPC SD N     -   135,490.      664,130.      MT  (+/- 180 meters Scaled)
 QR0226
 QR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ853884(NAD 83)
 QR0226
 QR0226                          SUPERSEDED SURVEY CONTROL
 QR0226
 QR0226  NGVD 29 (??/??/92)  503.233  (m)         1651.02   (f) ADJ UNCH    1 2
 QR0226
 QR0226.Superseded values are not recommended for survey control.
 QR0226
 QR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0226.See file dsdata.pdf to determine how the superseded data were derived.
 QR0226
 QR0226_MARKER: DB = BENCH MARK DISK
 QR0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0226_STAMPING: G 16 1926 1651.024
 QR0226_MARK LOGO: CGS
 QR0226_PROJECTION: RECESSED 10 CENTIMETERS
 QR0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0226+STABILITY: SURFACE MOTION
 QR0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0226+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 QR0226
 QR0226  HISTORY     - Date     Condition        Report By
 QR0226  HISTORY     - 1926     MONUMENTED       CGS
 QR0226  HISTORY     - 1973     GOOD             NGS
 QR0226  HISTORY     - 19960602 GOOD             NGS
 QR0226
 QR0226                          STATION DESCRIPTION
 QR0226
 QR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0226'3 MI W FROM FAULKTON.
 QR0226'ABOUT 3 MILES WEST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 QR0226'RAILWAY FROM FAULKTON, 0.45 MILE NORTH OF U.S. HIGHWAY 212,
 QR0226'ABOUT 150 YARDS SOUTHWEST OF AN ABANDONED FARMSTEAD, ABOUT 100
 QR0226'YARDS EAST OF A TWIN COTTONWOOD TREE, AT A SECTION LINE ROAD
 QR0226'CROSSING, 57 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 QR0226'45 FEET NORTH OF THE CENTER OF THE ABANDONED RAILWAY, 30 FEET
 QR0226'WEST OF THE CENTER OF THE TRACK ROAD, 14 FEET EAST-SOUTHEAST
 QR0226'OF A CORNER FENCE POST, 1.2 FEET EAST OF A METAL WITNESS POST,
 QR0226'AND SET IN THE TOP OF A CONCRETE MONUMENT 2-INCHES BELOW GROUND
 QR0226'SURFACE.
 QR0226
 QR0226                          STATION RECOVERY (1996)
 QR0226
 QR0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0226'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QR0226'IN FAULKTON, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG A GRAVELED ROAD,
 QR0226'14.0 M (45.9 FT) NORTH OF THE CENTER OF A RAILROAD GRADE (TRACK
 QR0226'REMOVED), 9.2 M (30.2 FT) WEST OF THE ROAD CENTER, 7.5 M (24.6 FT)
 QR0226'SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 3.7 M (12.1 FT) EAST
 QR0226'OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 QR0226'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0386 ***********************************************************************
 QR0386  DESIGNATION -  G 17
 QR0386  PID         -  QR0386
 QR0386  STATE/COUNTY-  SD/EDMUNDS
 QR0386  COUNTRY     -  US
 QR0386  USGS QUAD   -  ROSCOE (2017)
 QR0386
 QR0386                         *CURRENT SURVEY CONTROL
 QR0386  ______________________________________________________________________
 QR0386* NAD 83(1986) POSITION- 45 26 57.     (N) 099 20 12.     (W)   SCALED
 QR0386* NAVD 88 ORTHO HEIGHT -   558.010 (meters)     1830.74  (feet) ADJUSTED
 QR0386  ______________________________________________________________________
 QR0386  GEOID HEIGHT    -        -23.123 (meters)                     GEOID18
 QR0386  DYNAMIC HEIGHT  -        557.954 (meters)     1830.55  (feet) COMP
 QR0386  MODELED GRAVITY -    980,497.8   (mgal)                       NAVD 88
 QR0386
 QR0386  VERT ORDER      -  FIRST     CLASS II
 QR0386
 QR0386.The horizontal coordinates were scaled from a map and have
 QR0386.an estimated accuracy of +/- 6 seconds.
 QR0386
 QR0386.The orthometric height was determined by differential leveling and
 QR0386.adjusted by the NATIONAL GEODETIC SURVEY
 QR0386.in June 1991.
 QR0386
 QR0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0386.GEOID18 height accuracy estimate available here.
 QR0386
 QR0386.Click photographs - Photos may exist for this station.
 QR0386
 QR0386.The dynamic height is computed by dividing the NAVD 88
 QR0386.geopotential number by the normal gravity value computed on the
 QR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0386.degrees latitude (g = 980.6199 gals.).
 QR0386
 QR0386.The modeled gravity was interpolated from observed gravity values.
 QR0386
 QR0386;                    North         East    Units  Estimated Accuracy
 QR0386;SPC SD N     -   179,770.      651,890.      MT  (+/- 180 meters Scaled)
 QR0386
 QR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR736329(NAD 83)
 QR0386
 QR0386                          SUPERSEDED SURVEY CONTROL
 QR0386
 QR0386  NGVD 29 (??/??/92)  557.629  (m)         1829.49   (f) ADJ UNCH    1 2
 QR0386
 QR0386.Superseded values are not recommended for survey control.
 QR0386
 QR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0386.See file dsdata.pdf to determine how the superseded data were derived.
 QR0386
 QR0386_MARKER: DB = BENCH MARK DISK
 QR0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0386_STAMPING: 1829.488 G 17 1927
 QR0386_MARK LOGO: CGS
 QR0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0386+STABILITY: SURFACE MOTION
 QR0386
 QR0386  HISTORY     - Date     Condition        Report By
 QR0386  HISTORY     - 1927     MONUMENTED       CGS
 QR0386  HISTORY     - 19390101 GOOD             CGS
 QR0386  HISTORY     - 19970729 MARK NOT FOUND   NGS
 QR0386
 QR0386                          STATION DESCRIPTION
 QR0386
 QR0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 QR0386'AT ROSCOE, EDMUNDS COUNTY, ON THE CHICAGO, MILWAUKEE, ST PAUL AND
 QR0386'PACIFIC RAILROAD, 700 FT EAST OF THE STATION, 115 FT WEST OF THE
 QR0386'SECTION CAR HOUSE, AT THE CROSSING OF ANDREW STREET, 66 FT EAST OF THE
 QR0386'CENTER LINE OF THE STREET, 46.5 FT NORTH OF THE CENTER LINE OF THE
 QR0386'TRACK, 8 FT EAST OF THE FIRST POLE EAST OF THE STREET, AND 8 FT SOUTH
 QR0386'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED--1829.488 G 17
 QR0386'1927--AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QR0386'GROUND.
 QR0386
 QR0386                          STATION RECOVERY (1997)
 QR0386
 QR0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0386'THERE IS NOW A FIRE STATION AT THE DESCRIBED LOCATION.  ASSUMED
 QR0386'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0103 ***********************************************************************
 OU0103  DESIGNATION -  G 176 RESET
 OU0103  PID         -  OU0103
 OU0103  STATE/COUNTY-  SD/FALL RIVER
 OU0103  COUNTRY     -  US
 OU0103  USGS QUAD   -  MULE CREEK SE (2018)
 OU0103
 OU0103                         *CURRENT SURVEY CONTROL
 OU0103  ______________________________________________________________________
 OU0103* NAD 83(1986) POSITION- 43 18 14.     (N) 104 03 15.     (W)   SCALED
 OU0103* NAVD 88 ORTHO HEIGHT -  1181.259 (meters)     3875.51  (feet) ADJUSTED
 OU0103  ______________________________________________________________________
 OU0103  GEOID HEIGHT    -        -14.929 (meters)                     GEOID18
 OU0103  DYNAMIC HEIGHT  -       1180.733 (meters)     3873.79  (feet) COMP
 OU0103  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 OU0103
 OU0103  VERT ORDER      -  SECOND    CLASS 0
 OU0103
 OU0103.The horizontal coordinates were scaled from a map and have
 OU0103.an estimated accuracy of +/- 6 seconds.
 OU0103
 OU0103.The orthometric height was determined by differential leveling and
 OU0103.adjusted by the NATIONAL GEODETIC SURVEY
 OU0103.in June 1991.
 OU0103
 OU0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0103.GEOID18 height accuracy estimate available here.
 OU0103
 OU0103.Click photographs - Photos may exist for this station.
 OU0103
 OU0103.The dynamic height is computed by dividing the NAVD 88
 OU0103.geopotential number by the normal gravity value computed on the
 OU0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0103.degrees latitude (g = 980.6199 gals.).
 OU0103
 OU0103.The modeled gravity was interpolated from observed gravity values.
 OU0103
 OU0103;                    North         East    Units  Estimated Accuracy
 OU0103;SPC SD S     -   114,580.      298,220.      MT  (+/- 180 meters Scaled)
 OU0103
 OU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH767949(NAD 83)
 OU0103
 OU0103                          SUPERSEDED SURVEY CONTROL
 OU0103
 OU0103  NGVD 29 (??/??/92) 1180.678  (m)         3873.61   (f) ADJ UNCH    2 0
 OU0103
 OU0103.Superseded values are not recommended for survey control.
 OU0103
 OU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0103.See file dsdata.pdf to determine how the superseded data were derived.
 OU0103
 OU0103_MARKER: DB = BENCH MARK DISK
 OU0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0103_STAMPING: G 176 RESET 1941
 OU0103_MARK LOGO: CGS
 OU0103_PROJECTION: PROJECTING 18 CENTIMETERS
 OU0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0103+STABILITY: SURFACE MOTION
 OU0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0103+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1986
 OU0103
 OU0103  HISTORY     - Date     Condition        Report By
 OU0103  HISTORY     - 1941     MONUMENTED       SDHD
 OU0103  HISTORY     - 1957     GOOD             CGS
 OU0103  HISTORY     - 19861023 GOOD             NGS
 OU0103
 OU0103                          STATION DESCRIPTION
 OU0103
 OU0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0103'12.6 MI W FROM EDGEMONT.
 OU0103'ABOUT 12.55 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OU0103'STATE HIGHWAY 52 AT EDGEMONT, AT THE SOUTH DAKOTA- WYOMING STATE
 OU0103'LINE, 58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN LINE
 OU0103'WITH THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH, 79
 OU0103'FEET WEST OF THE WEST END OF A SOUTH DAKOTA HISTORICAL MARKER,
 OU0103'4 1/2 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 2 FEET EAST OF A
 OU0103'FENCE LINE, 1 FOOT SOUTH OF A CONCRETE WITNESS POST AND IN THE
 OU0103'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 OU0103
 OU0103                          STATION RECOVERY (1986)
 OU0103
 OU0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OU0103'20.6 KM (12.80 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OU0103'STATE HIGHWAY 471 IN EDGEMONT, 17.7 M (58.1 FT) SOUTH FROM THE CENTER
 OU0103'OF 18, 6.1 M (20.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD,
 OU0103'5.5 M (18.0 FT) NORTH FROM A CORNER FENCE POST, 4.6 M (15.1 FT) EAST
 OU0103'FROM A POWER LINE, 0.3 M (1.0 FT) NORTH FROM A WITNESS POST, AT THE
 OU0103'SOUTH DAKOTA AND WYOMING STATE LINE.
 OU0103'1.7 KM (1.05 MI) EAST FROM BM Y 119.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0560 ***********************************************************************
 OT0560  DESIGNATION -  G 178
 OT0560  PID         -  OT0560
 OT0560  STATE/COUNTY-  SD/CUSTER
 OT0560  COUNTRY     -  US
 OT0560  USGS QUAD   -  CUSTER (2017)
 OT0560
 OT0560                         *CURRENT SURVEY CONTROL
 OT0560  ______________________________________________________________________
 OT0560* NAD 83(1986) POSITION- 43 45 23.     (N) 103 36 35.     (W)   SCALED
 OT0560* NAVD 88 ORTHO HEIGHT -  1630.193 (meters)     5348.39  (feet) ADJUSTED
 OT0560  ______________________________________________________________________
 OT0560  GEOID HEIGHT    -        -13.724 (meters)                     GEOID18
 OT0560  DYNAMIC HEIGHT  -       1629.442 (meters)     5345.93  (feet) COMP
 OT0560  MODELED GRAVITY -    980,098.9   (mgal)                       NAVD 88
 OT0560
 OT0560  VERT ORDER      -  SECOND    CLASS 0
 OT0560
 OT0560.The horizontal coordinates were scaled from a map and have
 OT0560.an estimated accuracy of +/- 6 seconds.
 OT0560
 OT0560.The orthometric height was determined by differential leveling and
 OT0560.adjusted by the NATIONAL GEODETIC SURVEY
 OT0560.in June 1991.
 OT0560
 OT0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0560.GEOID18 height accuracy estimate available here.
 OT0560
 OT0560.Click photographs - Photos may exist for this station.
 OT0560
 OT0560.The dynamic height is computed by dividing the NAVD 88
 OT0560.geopotential number by the normal gravity value computed on the
 OT0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0560.degrees latitude (g = 980.6199 gals.).
 OT0560
 OT0560.The modeled gravity was interpolated from observed gravity values.
 OT0560
 OT0560;                    North         East    Units  Estimated Accuracy
 OT0560;SPC SD S     -   163,290.      336,230.      MT  (+/- 180 meters Scaled)
 OT0560
 OT0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ119457(NAD 83)
 OT0560
 OT0560                          SUPERSEDED SURVEY CONTROL
 OT0560
 OT0560  NGVD 29 (??/??/92) 1629.565  (m)         5346.33   (f) ADJ UNCH    2 0
 OT0560
 OT0560.Superseded values are not recommended for survey control.
 OT0560
 OT0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0560.See file dsdata.pdf to determine how the superseded data were derived.
 OT0560
 OT0560_MARKER: DB = BENCH MARK DISK
 OT0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0560_STAMPING: G 178 1934
 OT0560_MARK LOGO: CGS
 OT0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0560+STABILITY: SURFACE MOTION
 OT0560
 OT0560  HISTORY     - Date     Condition        Report By
 OT0560  HISTORY     - 1934     MONUMENTED       CGS
 OT0560  HISTORY     - 19950418 MARK NOT FOUND   NGS
 OT0560
 OT0560                          STATION DESCRIPTION
 OT0560
 OT0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0560'0.8 MI SW FROM CUSTER.
 OT0560'0.8 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0560'RAILROAD FROM THE STATION AT CUSTER, CUSTER COUNTY, ABOUT 0.4
 OT0560'MILE SOUTH OF MILEPOST 44, 49.0 FEET WEST OF THE WEST RAIL,
 OT0560'16 FEET SOUTH OF THE CENTER LINE OF A ROAD, 73 FEET SOUTH OF A
 OT0560'FENCE, AND 2.6 FEET WEST OF ANOTHER FENCE.  A STANDARD DISK,
 OT0560'STAMPED G 178 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OT0560
 OT0560                          STATION RECOVERY (1995)
 OT0560
 OT0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0560'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 OT0560'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0155 ***********************************************************************
 PR0155  DESIGNATION -  G 18
 PR0155  PID         -  PR0155
 PR0155  STATE/COUNTY-  SD/MOODY
 PR0155  COUNTRY     -  US
 PR0155  USGS QUAD   -  FLANDREAU (2017)
 PR0155
 PR0155                         *CURRENT SURVEY CONTROL
 PR0155  ______________________________________________________________________
 PR0155* NAD 83(1986) POSITION- 44 02 45.     (N) 096 35 50.     (W)   SCALED
 PR0155* NAVD 88 ORTHO HEIGHT -   480.595 (meters)     1576.75  (feet) ADJUSTED
 PR0155  ______________________________________________________________________
 PR0155  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 PR0155  DYNAMIC HEIGHT  -        480.485 (meters)     1576.39  (feet) COMP
 PR0155  MODELED GRAVITY -    980,375.6   (mgal)                       NAVD 88
 PR0155
 PR0155  VERT ORDER      -  FIRST     CLASS II
 PR0155
 PR0155.The horizontal coordinates were scaled from a map and have
 PR0155.an estimated accuracy of +/- 6 seconds.
 PR0155
 PR0155.The orthometric height was determined by differential leveling and
 PR0155.adjusted by the NATIONAL GEODETIC SURVEY
 PR0155.in June 1991.
 PR0155
 PR0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0155.GEOID18 height accuracy estimate available here.
 PR0155
 PR0155.Click photographs - Photos may exist for this station.
 PR0155
 PR0155.The dynamic height is computed by dividing the NAVD 88
 PR0155.geopotential number by the normal gravity value computed on the
 PR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0155.degrees latitude (g = 980.6199 gals.).
 PR0155
 PR0155.The modeled gravity was interpolated from observed gravity values.
 PR0155
 PR0155;                    North         East    Units  Estimated Accuracy
 PR0155;SPC SD S     -   196,980.      899,310.      MT  (+/- 180 meters Scaled)
 PR0155
 PR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP924797(NAD 83)
 PR0155
 PR0155                          SUPERSEDED SURVEY CONTROL
 PR0155
 PR0155  NGVD 29 (??/??/92)  480.336  (m)         1575.90   (f) ADJ UNCH    1 2
 PR0155
 PR0155.Superseded values are not recommended for survey control.
 PR0155
 PR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0155.See file dsdata.pdf to determine how the superseded data were derived.
 PR0155
 PR0155_MARKER: DB = BENCH MARK DISK
 PR0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0155_SP_SET: BUILDING
 PR0155_STAMPING: 1575.902 G 18 1931
 PR0155_MARK LOGO: CGS
 PR0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0155
 PR0155  HISTORY     - Date     Condition        Report By
 PR0155  HISTORY     - 1931     MONUMENTED       CGS
 PR0155  HISTORY     - 1934     GOOD             CGS
 PR0155  HISTORY     - 20110328 MARK NOT FOUND   INDIV
 PR0155
 PR0155                          STATION DESCRIPTION
 PR0155
 PR0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PR0155'AT FLANDREAU.
 PR0155'AT FLANDREAU, MOODY COUNTY, ABOUT 3-1/2 RAILS WEST OF THE WEST
 PR0155'END OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 PR0155'STATION, IN THE NORTH WALL OF THE POWERHOUSE, 1.5 FEET WEST OF
 PR0155'THE NORTHEAST CORNER, 16 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 PR0155'4 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 PR0155'1575.902 G 18 1931 AND SET VERTICALLY.
 PR0155
 PR0155                          STATION RECOVERY (1934)
 PR0155
 PR0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PR0155'RECOVERED IN GOOD CONDITION.
 PR0155
 PR0155                          STATION RECOVERY (2011)
 PR0155
 PR0155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0415 ***********************************************************************
 QS0415  DESIGNATION -  G 19
 QS0415  PID         -  QS0415
 QS0415  STATE/COUNTY-  SD/CORSON
 QS0415  COUNTRY     -  US
 QS0415  USGS QUAD   -  MCINTOSH SE (2017)
 QS0415
 QS0415                         *CURRENT SURVEY CONTROL
 QS0415  ______________________________________________________________________
 QS0415* NAD 83(1986) POSITION- 45 50 18.     (N) 101 19 51.     (W)   SCALED
 QS0415* NAVD 88 ORTHO HEIGHT -   629.206 (meters)     2064.32  (feet) ADJUSTED
 QS0415  ______________________________________________________________________
 QS0415  GEOID HEIGHT    -        -20.499 (meters)                     GEOID18
 QS0415  DYNAMIC HEIGHT  -        629.142 (meters)     2064.11  (feet) COMP
 QS0415  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 QS0415
 QS0415  VERT ORDER      -  FIRST     CLASS II
 QS0415
 QS0415.The horizontal coordinates were scaled from a map and have
 QS0415.an estimated accuracy of +/- 6 seconds.
 QS0415
 QS0415.The orthometric height was determined by differential leveling and
 QS0415.adjusted by the NATIONAL GEODETIC SURVEY
 QS0415.in June 1991.
 QS0415
 QS0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0415.GEOID18 height accuracy estimate available here.
 QS0415
 QS0415.Click photographs - Photos may exist for this station.
 QS0415
 QS0415.The dynamic height is computed by dividing the NAVD 88
 QS0415.geopotential number by the normal gravity value computed on the
 QS0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0415.degrees latitude (g = 980.6199 gals.).
 QS0415
 QS0415.The modeled gravity was interpolated from observed gravity values.
 QS0415
 QS0415;                    North         East    Units  Estimated Accuracy
 QS0415;SPC SD N     -   223,660.      496,610.      MT  (+/- 180 meters Scaled)
 QS0415
 QS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR189787(NAD 83)
 QS0415
 QS0415                          SUPERSEDED SURVEY CONTROL
 QS0415
 QS0415  NGVD 29 (??/??/92)  628.74   (m)         2062.8    (f) COMPUTED    1 2
 QS0415
 QS0415.Superseded values are not recommended for survey control.
 QS0415
 QS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0415.See file dsdata.pdf to determine how the superseded data were derived.
 QS0415
 QS0415_MARKER: DB = BENCH MARK DISK
 QS0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0415_STAMPING: G 19 1933
 QS0415_MARK LOGO: CGS
 QS0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0415+STABILITY: SURFACE MOTION
 QS0415
 QS0415  HISTORY     - Date     Condition        Report By
 QS0415  HISTORY     - 1933     MONUMENTED       CGS
 QS0415  HISTORY     - 1938     GOOD             CGS
 QS0415
 QS0415                          STATION DESCRIPTION
 QS0415
 QS0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0415'7.2 MI S FROM MC INTOSH.
 QS0415'ALONG STATE HIGHWAY NO. 65, 7.2 MILES SOUTH OF MC INTOSH, 600
 QS0415'FEET WEST OF A DRY WASH, 105 FEET EAST OF THE CENTER OF THE
 QS0415'HIGHWAY.  A STANDARD DISK SET HORIZONTAL IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0223 ***********************************************************************
 QQ0223  DESIGNATION -  G 19
 QQ0223  PID         -  QQ0223
 QQ0223  STATE/COUNTY-  SD/ROBERTS
 QQ0223  COUNTRY     -  US
 QQ0223  USGS QUAD   -  ORTLEY (2017)
 QQ0223
 QQ0223                         *CURRENT SURVEY CONTROL
 QQ0223  ______________________________________________________________________
 QQ0223* NAD 83(1986) POSITION- 45 19 42.     (N) 097 08 54.     (W)   SCALED
 QQ0223* NAVD 88 ORTHO HEIGHT -   586.241 (meters)     1923.36  (feet) ADJUSTED
 QQ0223  ______________________________________________________________________
 QQ0223  GEOID HEIGHT    -        -25.268 (meters)                     GEOID18
 QQ0223  DYNAMIC HEIGHT  -        586.172 (meters)     1923.13  (feet) COMP
 QQ0223  MODELED GRAVITY -    980,480.3   (mgal)                       NAVD 88
 QQ0223
 QQ0223  VERT ORDER      -  FIRST     CLASS II
 QQ0223
 QQ0223.The horizontal coordinates were scaled from a map and have
 QQ0223.an estimated accuracy of +/- 6 seconds.
 QQ0223
 QQ0223.The orthometric height was determined by differential leveling and
 QQ0223.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0223.in June 1991.
 QQ0223
 QQ0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0223.GEOID18 height accuracy estimate available here.
 QQ0223
 QQ0223.Click photographs - Photos may exist for this station.
 QQ0223
 QQ0223.The dynamic height is computed by dividing the NAVD 88
 QQ0223.geopotential number by the normal gravity value computed on the
 QQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0223.degrees latitude (g = 980.6199 gals.).
 QQ0223
 QQ0223.The modeled gravity was interpolated from observed gravity values.
 QQ0223
 QQ0223;                    North         East    Units  Estimated Accuracy
 QQ0223;SPC SD N     -   170,070.      823,500.      MT  (+/- 180 meters Scaled)
 QQ0223
 QQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR451210(NAD 83)
 QQ0223
 QQ0223                          SUPERSEDED SURVEY CONTROL
 QQ0223
 QQ0223  NGVD 29 (??/??/92)  585.958  (m)         1922.43   (f) ADJ UNCH    1 2
 QQ0223
 QQ0223.Superseded values are not recommended for survey control.
 QQ0223
 QQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0223.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0223
 QQ0223_MARKER: DB = BENCH MARK DISK
 QQ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0223_STAMPING: 1922.388 G 19 1931
 QQ0223_MARK LOGO: CGS
 QQ0223_PROJECTION: PROJECTING 5 CENTIMETERS
 QQ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0223+STABILITY: SURFACE MOTION
 QQ0223
 QQ0223  HISTORY     - Date     Condition        Report By
 QQ0223  HISTORY     - 1931     MONUMENTED       CGS
 QQ0223  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0223  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0223
 QQ0223                          STATION DESCRIPTION
 QQ0223
 QQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0223'2.2 MI E FROM ORTLEY.
 QQ0223'2-1/4 MLES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0223'PACIFIC RAILROAD FROM ORTLEY, ROBERTS COUNTY, AT THE WEST END
 QQ0223'OF THE CUT WHERE U.S. HIGHWAY 81 CROSSES THE TRACK ON A VIADUCT,
 QQ0223'188 FEET EAST OF A NORTH-AND-SOUTH FARM FENCE, 64 FEET SOUTH
 QQ0223'OF THE CENTER LINE OF THE TRACK AND 6 FEET NORTH OF A FENCE.
 QQ0223'A STANDARD DISK, STAMPED 1922.388 G 19 1931 AND SET IN THE
 QQ0223'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 QQ0223
 QQ0223                          STATION RECOVERY (1970)
 QQ0223
 QQ0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0223'MARK NOT FOUND.
 QQ0223
 QQ0223                          STATION RECOVERY (1997)
 QQ0223
 QQ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0223'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0416 ***********************************************************************
 QS0416  DESIGNATION -  G 19 RESET
 QS0416  PID         -  QS0416
 QS0416  STATE/COUNTY-  SD/CORSON
 QS0416  COUNTRY     -  US
 QS0416  USGS QUAD   -  MCINTOSH SE (2017)
 QS0416
 QS0416                         *CURRENT SURVEY CONTROL
 QS0416  ______________________________________________________________________
 QS0416* NAD 83(1986) POSITION- 45 50 19.     (N) 101 19 52.     (W)   SCALED
 QS0416* NAVD 88 ORTHO HEIGHT -   629.650 (meters)     2065.78  (feet) ADJUSTED
 QS0416  ______________________________________________________________________
 QS0416  GEOID HEIGHT    -        -20.499 (meters)                     GEOID18
 QS0416  DYNAMIC HEIGHT  -        629.587 (meters)     2065.57  (feet) COMP
 QS0416  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 QS0416
 QS0416  VERT ORDER      -  FIRST     CLASS II
 QS0416
 QS0416.The horizontal coordinates were scaled from a map and have
 QS0416.an estimated accuracy of +/- 6 seconds.
 QS0416
 QS0416.The orthometric height was determined by differential leveling and
 QS0416.adjusted by the NATIONAL GEODETIC SURVEY
 QS0416.in June 1991.
 QS0416
 QS0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0416.GEOID18 height accuracy estimate available here.
 QS0416
 QS0416.Click photographs - Photos may exist for this station.
 QS0416
 QS0416.The dynamic height is computed by dividing the NAVD 88
 QS0416.geopotential number by the normal gravity value computed on the
 QS0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0416.degrees latitude (g = 980.6199 gals.).
 QS0416
 QS0416.The modeled gravity was interpolated from observed gravity values.
 QS0416
 QS0416;                    North         East    Units  Estimated Accuracy
 QS0416;SPC SD N     -   223,690.      496,590.      MT  (+/- 180 meters Scaled)
 QS0416
 QS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR189787(NAD 83)
 QS0416
 QS0416                          SUPERSEDED SURVEY CONTROL
 QS0416
 QS0416  NGVD 29 (??/??/??)  629.18   (m)         2064.2    (f) RESET       3  
 QS0416
 QS0416.Superseded values are not recommended for survey control.
 QS0416
 QS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0416.See file dsdata.pdf to determine how the superseded data were derived.
 QS0416
 QS0416_MARKER: DB = BENCH MARK DISK
 QS0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0416_STAMPING: G 19 RESET 1956
 QS0416_MARK LOGO: CGS
 QS0416_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0416+STABILITY: SURFACE MOTION
 QS0416
 QS0416  HISTORY     - Date     Condition        Report By
 QS0416  HISTORY     - 1956     MONUMENTED       CGS
 QS0416  HISTORY     - 1985     GOOD             NGS
 QS0416
 QS0416                          STATION DESCRIPTION
 QS0416
 QS0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QS0416'5.9 MI S FROM MC INTOSH.
 QS0416'5.9 MILES SOUTH ALONG STATE HIGHWAY 65 FROM ITS JUNCTION WITH
 QS0416'U.S. HIGHWAY 12 ABOUT 0.75 MILE EAST OF MC INTOSH, CORSON
 QS0416'COUNTY, NEAR THE SOUTHEAST BASE OF A SMALL BUTTE, ON THE WEST
 QS0416'SIDE OF THE OLD HIGHWAY, ABOUT 210 FEET WEST OF THE CENTER
 QS0416'LINE OF THE NEW HIGHWAY AND 1.0 FOOT SOUTHEAST OF A FENCE LINE.
 QS0416'A STANDARD DISK, STAMPED G 19 RESET 1956 AND SET IN THE TOP OF A
 QS0416'CONCRETE POST PROJECTING 5 INCHES.
 QS0416
 QS0416                          STATION RECOVERY (1985)
 QS0416
 QS0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0416'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.4 KM (5.8
 QS0416'MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US HIGHWAY 12 AT
 QS0416'MCINTOSH, AT A TRACK ROAD LEADING EAST THRU A WIRE GATE, 64.0 METERS
 QS0416'(210 FT) WEST OF THE HIGHWAY CENTERLINE, 31.1 METERS (102 FT) WEST OF
 QS0416'THE RIGHT-OF-WAY FENCE AND 11.9 METERS (39 FT) NORTH OF THE CENTER OF
 QS0416'THE ROAD.
 QS0416'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0416'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0485 ***********************************************************************
 PR0485  DESIGNATION -  G 2
 PR0485  PID         -  PR0485
 PR0485  STATE/COUNTY-  SD/LAKE
 PR0485  COUNTRY     -  US
 PR0485  USGS QUAD   -  RAMONA (2017)
 PR0485
 PR0485                         *CURRENT SURVEY CONTROL
 PR0485  ______________________________________________________________________
 PR0485* NAD 83(1986) POSITION- 44 00 08.     (N) 097 07 45.     (W)   SCALED
 PR0485* NAVD 88 ORTHO HEIGHT -   513.406 (meters)     1684.40  (feet) ADJUSTED
 PR0485  ______________________________________________________________________
 PR0485  GEOID HEIGHT    -        -25.801 (meters)                     GEOID18
 PR0485  DYNAMIC HEIGHT  -        513.284 (meters)     1684.00  (feet) COMP
 PR0485  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 PR0485
 PR0485  VERT ORDER      -  FIRST     CLASS II
 PR0485
 PR0485.The horizontal coordinates were scaled from a map and have
 PR0485.an estimated accuracy of +/- 6 seconds.
 PR0485
 PR0485.The orthometric height was determined by differential leveling and
 PR0485.adjusted by the NATIONAL GEODETIC SURVEY
 PR0485.in June 1991.
 PR0485
 PR0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0485.GEOID18 height accuracy estimate available here.
 PR0485
 PR0485.Click photographs - Photos may exist for this station.
 PR0485
 PR0485.The dynamic height is computed by dividing the NAVD 88
 PR0485.geopotential number by the normal gravity value computed on the
 PR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0485.degrees latitude (g = 980.6199 gals.).
 PR0485
 PR0485.The modeled gravity was interpolated from observed gravity values.
 PR0485
 PR0485;                    North         East    Units  Estimated Accuracy
 PR0485;SPC SD S     -   190,360.      856,900.      MT  (+/- 180 meters Scaled)
 PR0485
 PR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP499738(NAD 83)
 PR0485
 PR0485                          SUPERSEDED SURVEY CONTROL
 PR0485
 PR0485  NGVD 29 (??/??/92)  513.116  (m)         1683.45   (f) ADJ UNCH    1 2
 PR0485
 PR0485.Superseded values are not recommended for survey control.
 PR0485
 PR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0485.See file dsdata.pdf to determine how the superseded data were derived.
 PR0485
 PR0485_MARKER: B = BOLT
 PR0485_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0485
 PR0485  HISTORY     - Date     Condition        Report By
 PR0485  HISTORY     - 1905     MONUMENTED       CGS
 PR0485  HISTORY     - 1934     GOOD             CGS
 PR0485  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0485  HISTORY     - 20110405 MARK NOT FOUND   INDIV
 PR0485
 PR0485                          STATION DESCRIPTION
 PR0485
 PR0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0485'0.8 MI W FROM MADISON.
 PR0485'0.8 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0485'RAILROAD FROM THE STATION AT MADISON, LAKE COUNTY, AT A STREET
 PR0485'CROSSING, 56 FEET NORTH OF THE CENTER LINE OF THE TRACK, 26 FEET
 PR0485'WEST OF THE CENTER LINE OF THE STREET, 21.5 FEET NORTH OF A
 PR0485'FENCE CORNER, AND 3 FEET WEST OF THE FENCE.  A COPPER BOLT,
 PR0485'SURROUNDED BY THE LETTERS USBM AND SET IN THE TOP OF A STONE
 PR0485'POST PROJECTING 3 INCHES ABOVE GROUND.
 PR0485
 PR0485                          STATION RECOVERY (1968)
 PR0485
 PR0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0485'MARK NOT FOUND.
 PR0485
 PR0485                          STATION RECOVERY (2011)
 PR0485
 PR0485'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0987 ***********************************************************************
 PU0987  DESIGNATION -  G 2 B 2
 PU0987  PID         -  PU0987
 PU0987  STATE/COUNTY-  SD/MEADE
 PU0987  COUNTRY     -  US
 PU0987  USGS QUAD   -  OPAL WEST SE (2017)
 PU0987
 PU0987                         *CURRENT SURVEY CONTROL
 PU0987  ______________________________________________________________________
 PU0987* NAD 83(1986) POSITION- 44 46 23.     (N) 102 31 45.     (W)   SCALED
 PU0987* NAVD 88 ORTHO HEIGHT -   831.035 (meters)     2726.49  (feet) ADJUSTED
 PU0987  ______________________________________________________________________
 PU0987  GEOID HEIGHT    -        -18.381 (meters)                     GEOID18
 PU0987  DYNAMIC HEIGHT  -        830.846 (meters)     2725.87  (feet) COMP
 PU0987  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 PU0987
 PU0987  VERT ORDER      -  SECOND    CLASS 0
 PU0987
 PU0987.The horizontal coordinates were scaled from a map and have
 PU0987.an estimated accuracy of +/- 6 seconds.
 PU0987
 PU0987.The orthometric height was determined by differential leveling and
 PU0987.adjusted by the NATIONAL GEODETIC SURVEY
 PU0987.in June 1991.
 PU0987
 PU0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0987.GEOID18 height accuracy estimate available here.
 PU0987
 PU0987.Click photographs - Photos may exist for this station.
 PU0987
 PU0987.The dynamic height is computed by dividing the NAVD 88
 PU0987.geopotential number by the normal gravity value computed on the
 PU0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0987.degrees latitude (g = 980.6199 gals.).
 PU0987
 PU0987.The modeled gravity was interpolated from observed gravity values.
 PU0987
 PU0987;                    North         East    Units  Estimated Accuracy
 PU0987;SPC SD N     -   107,550.      399,840.      MT  (+/- 180 meters Scaled)
 PU0987
 PU0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK955607(NAD 83)
 PU0987
 PU0987                          SUPERSEDED SURVEY CONTROL
 PU0987
 PU0987  NGVD 29 (??/??/92)  830.58   (m)         2725.0    (f) COMPUTED    2 0
 PU0987
 PU0987.Superseded values are not recommended for survey control.
 PU0987
 PU0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0987.See file dsdata.pdf to determine how the superseded data were derived.
 PU0987
 PU0987_MARKER: Z = SEE DESCRIPTION
 PU0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0987_SP_SET: PIER
 PU0987_STAMPING: G 2 B 2
 PU0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0987
 PU0987  HISTORY     - Date     Condition        Report By
 PU0987  HISTORY     - UNK      MONUMENTED       USAF
 PU0987  HISTORY     - 1962     GOOD             CGS
 PU0987
 PU0987                          STATION DESCRIPTION
 PU0987
 PU0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0987'6.7 MI N FROM RED OWL.
 PU0987'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0987'1.0 MILE EAST AND 3.8 MILES NORTH ALONG ROADS, THENCE 0.15
 PU0987'MILE EAST ACROSS COUNTRY, ON A KNOLL, THE CENTER OF A TRIBRACH
 PU0987'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER PROJECTING
 PU0987'4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0466 ***********************************************************************
 QS0466  DESIGNATION -  G 20
 QS0466  PID         -  QS0466
 QS0466  STATE/COUNTY-  SD/ZIEBACH
 QS0466  COUNTRY     -  US
 QS0466  USGS QUAD   -  LANTRY NW (2017)
 QS0466
 QS0466                         *CURRENT SURVEY CONTROL
 QS0466  ______________________________________________________________________
 QS0466* NAD 83(1986) POSITION- 45 14 53.     (N) 101 29 09.     (W)   SCALED
 QS0466* NAVD 88 ORTHO HEIGHT -   682.119 (meters)     2237.92  (feet) ADJUSTED
 QS0466  ______________________________________________________________________
 QS0466  GEOID HEIGHT    -        -20.661 (meters)                     GEOID18
 QS0466  DYNAMIC HEIGHT  -        682.002 (meters)     2237.53  (feet) COMP
 QS0466  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 QS0466
 QS0466  VERT ORDER      -  FIRST     CLASS II
 QS0466
 QS0466.The horizontal coordinates were scaled from a map and have
 QS0466.an estimated accuracy of +/- 6 seconds.
 QS0466
 QS0466.The orthometric height was determined by differential leveling and
 QS0466.adjusted by the NATIONAL GEODETIC SURVEY
 QS0466.in June 1991.
 QS0466
 QS0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0466.GEOID18 height accuracy estimate available here.
 QS0466
 QS0466.Click photographs - Photos may exist for this station.
 QS0466
 QS0466.The dynamic height is computed by dividing the NAVD 88
 QS0466.geopotential number by the normal gravity value computed on the
 QS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0466.degrees latitude (g = 980.6199 gals.).
 QS0466
 QS0466.The modeled gravity was interpolated from observed gravity values.
 QS0466
 QS0466;                    North         East    Units  Estimated Accuracy
 QS0466;SPC SD N     -   158,280.      483,370.      MT  (+/- 180 meters Scaled)
 QS0466
 QS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR049135(NAD 83)
 QS0466
 QS0466                          SUPERSEDED SURVEY CONTROL
 QS0466
 QS0466  NGVD 29 (??/??/92)  681.693  (m)         2236.52   (f) ADJ UNCH    1 2
 QS0466
 QS0466.Superseded values are not recommended for survey control.
 QS0466
 QS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0466.See file dsdata.pdf to determine how the superseded data were derived.
 QS0466
 QS0466_MARKER: DB = BENCH MARK DISK
 QS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0466_STAMPING: G 20 1933
 QS0466_MARK LOGO: CGS
 QS0466_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0466+STABILITY: SURFACE MOTION
 QS0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0466+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 QS0466
 QS0466  HISTORY     - Date     Condition        Report By
 QS0466  HISTORY     - 1933     MONUMENTED       CGS
 QS0466  HISTORY     - 1934     GOOD             CGS
 QS0466  HISTORY     - 1985     GOOD             NGS
 QS0466  HISTORY     - 20120801 GOOD             INDIV
 QS0466
 QS0466                          STATION DESCRIPTION
 QS0466
 QS0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0466'12.2 MI S FROM ISABEL.
 QS0466'IN ZIEBACH COUNTY, ABOUT 12.2 MILES SOUTH ALONG STATE HIGHWAY 65
 QS0466'FROM ISABEL, DEWEY COUNTY, ABOUT 200 FEET NORTHWEST OF A DRY
 QS0466'WASH, AND 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 QS0466'STANDARD DISK, STAMPED G 20 1933 AND SET IN THE TOP OF A CONCRETE
 QS0466'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QS0466
 QS0466                          STATION RECOVERY (1934)
 QS0466
 QS0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0466'RECOVERED IN GOOD CONDITION.
 QS0466
 QS0466                          STATION RECOVERY (1985)
 QS0466
 QS0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0466'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.55 KM
 QS0466'(12.77 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT
 QS0466'ISABEL, AT THE T JUNCTION IN THE RIGHT-OF-WAY FENCE, 1.01 KM (0.63 MI)
 QS0466'NORTH OF THE T JUNCTION OF A GRAVEL DRIVE LEADING WEST TO A RANCH
 QS0466'HOUSE, 0.48 KM (0.30 MI) NORTH OF MILEPOST 180, 25.8 METERS (84.5 FT)
 QS0466'EAST OF THE HIGHWAY CENTERLINE, 90.5 METERS (297 FT) NORTH-NORTHEAST
 QS0466'OF THE EAST END OF A 36-INCH PIPE CULVERT, 10.2 METERS (33.5 FT) EAST
 QS0466'OF THE RIGHT-OF-WAY FENCE AND 5.2 METERS (17 FT) SOUTH OF THE
 QS0466'EAST-WEST FENCE.
 QS0466'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0466'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0466
 QS0466                          STATION RECOVERY (2012)
 QS0466
 QS0466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0054 ***********************************************************************
 QR0054  DESIGNATION -  G 20 RESET
 QR0054  PID         -  QR0054
 QR0054  STATE/COUNTY-  SD/BROWN
 QR0054  COUNTRY     -  US
 QR0054  USGS QUAD   -  GROTON (2017)
 QR0054
 QR0054                         *CURRENT SURVEY CONTROL
 QR0054  ______________________________________________________________________
 QR0054* NAD 83(1986) POSITION- 45 26 45.     (N) 098 05 53.     (W)   SCALED
 QR0054* NAVD 88 ORTHO HEIGHT -   398.130 (meters)     1306.20  (feet) ADJUSTED
 QR0054  ______________________________________________________________________
 QR0054  GEOID HEIGHT    -        -24.827 (meters)                     GEOID18
 QR0054  DYNAMIC HEIGHT  -        398.101 (meters)     1306.10  (feet) COMP
 QR0054  MODELED GRAVITY -    980,531.3   (mgal)                       NAVD 88
 QR0054
 QR0054  VERT ORDER      -  FIRST     CLASS II
 QR0054
 QR0054.The horizontal coordinates were scaled from a map and have
 QR0054.an estimated accuracy of +/- 6 seconds.
 QR0054
 QR0054.The orthometric height was determined by differential leveling and
 QR0054.adjusted by the NATIONAL GEODETIC SURVEY
 QR0054.in July 1998.
 QR0054
 QR0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0054.GEOID18 height accuracy estimate available here.
 QR0054
 QR0054.Click photographs - Photos may exist for this station.
 QR0054
 QR0054.The dynamic height is computed by dividing the NAVD 88
 QR0054.geopotential number by the normal gravity value computed on the
 QR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0054.degrees latitude (g = 980.6199 gals.).
 QR0054
 QR0054.The modeled gravity was interpolated from observed gravity values.
 QR0054
 QR0054;                    North         East    Units  Estimated Accuracy
 QR0054;SPC SD N     -   180,940.      748,780.      MT  (+/- 180 meters Scaled)
 QR0054
 QR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR705328(NAD 83)
 QR0054
 QR0054                          SUPERSEDED SURVEY CONTROL
 QR0054
 QR0054  NGVD 29 (04/17/07)  397.87   (m)         1305.3    (f) RESET       3  
 QR0054
 QR0054.Superseded values are not recommended for survey control.
 QR0054
 QR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0054.See file dsdata.pdf to determine how the superseded data were derived.
 QR0054
 QR0054_MARKER: DV = VERTICAL CONTROL DISK
 QR0054_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0054_SP_SET: SIDEWALK
 QR0054_STAMPING: G 20 1931 RESET 1974
 QR0054_MARK LOGO: NGS
 QR0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0054+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0054
 QR0054  HISTORY     - Date     Condition        Report By
 QR0054  HISTORY     - 1974     MONUMENTED       NGS
 QR0054  HISTORY     - 19970314 GOOD             NGS
 QR0054
 QR0054                          STATION DESCRIPTION
 QR0054
 QR0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QR0054'AT GROTON.
 QR0054'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF MAIN STREET AND
 QR0054'SECOND AVENUE, IN THE ENTRANCE WALK AT THE NORTHEAST ENTRANCE TO
 QR0054'THE GROTON BRANCH, FIRST NATIONAL BANK OF ABERDEEN, 74 FEET WEST
 QR0054'OF THE CENTER OF MAIN STREET, 56 FEET SOUTH OF THE CENTER OF
 QR0054'SECOND AVENUE, 0.6 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE
 QR0054'BANK, 0.6 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE ENTRANCE
 QR0054'WALK, AND SET FLUSH IN A DRILLED HOLE IN THE CONCRETE WALK.
 QR0054
 QR0054                          STATION RECOVERY (1997)
 QR0054
 QR0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0054'IN GROTON, AT THE INTERSECTION OF 2ND AVENUE AND MAIN STREET, NEAR THE
 QR0054'NORTHWEST EDGE OF A CONCRETE SIDEWALK LEADING TO THE NORTHEAST
 QR0054'ENTRANCE TO THE NORWEST BANK, 21.0 M (68.9 FT) WEST OF THE STREET
 QR0054'CENTER, 15.7 M (51.5 FT) SOUTH OF THE AVENUE CENTER, 1.2 M (3.9 FT)
 QR0054'NORTHWEST OF THE CENTER OF THE DOOR, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 QR0054'THE STREET, AND 0.2 M (0.7 FT) NORTHEAST OF THE NORTHEAST FACE OF THE
 QR0054'BANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0206 ***********************************************************************
 QR0206  DESIGNATION -  G 21
 QR0206  PID         -  QR0206
 QR0206  STATE/COUNTY-  SD/EDMUNDS
 QR0206  COUNTRY     -  US
 QR0206  USGS QUAD   -  ROSCOE (2017)
 QR0206
 QR0206                         *CURRENT SURVEY CONTROL
 QR0206  ______________________________________________________________________
 QR0206* NAD 83(1986) POSITION- 45 26 51.     (N) 099 16 32.     (W)   SCALED
 QR0206* NAVD 88 ORTHO HEIGHT -   544.969 (meters)     1787.95  (feet) ADJUSTED
 QR0206  ______________________________________________________________________
 QR0206  GEOID HEIGHT    -        -23.204 (meters)                     GEOID18
 QR0206  DYNAMIC HEIGHT  -        544.915 (meters)     1787.78  (feet) COMP
 QR0206  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 QR0206
 QR0206  VERT ORDER      -  FIRST     CLASS II
 QR0206
 QR0206.The horizontal coordinates were scaled from a map and have
 QR0206.an estimated accuracy of +/- 6 seconds.
 QR0206
 QR0206.The orthometric height was determined by differential leveling and
 QR0206.adjusted by the NATIONAL GEODETIC SURVEY
 QR0206.in July 1998.
 QR0206
 QR0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0206.GEOID18 height accuracy estimate available here.
 QR0206
 QR0206.Click photographs - Photos may exist for this station.
 QR0206
 QR0206.The dynamic height is computed by dividing the NAVD 88
 QR0206.geopotential number by the normal gravity value computed on the
 QR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0206.degrees latitude (g = 980.6199 gals.).
 QR0206
 QR0206.The modeled gravity was interpolated from observed gravity values.
 QR0206
 QR0206;                    North         East    Units  Estimated Accuracy
 QR0206;SPC SD N     -   179,630.      656,670.      MT  (+/- 180 meters Scaled)
 QR0206
 QR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR784327(NAD 83)
 QR0206
 QR0206                          SUPERSEDED SURVEY CONTROL
 QR0206
 QR0206  NAVD 88 (06/15/91)  544.959  (m)         1787.92   (f) SUPERSEDED  1 2
 QR0206  NGVD 29 (??/??/92)  544.586  (m)         1786.70   (f) ADJ UNCH    1 2
 QR0206
 QR0206.Superseded values are not recommended for survey control.
 QR0206
 QR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0206.See file dsdata.pdf to determine how the superseded data were derived.
 QR0206
 QR0206_MARKER: DB = BENCH MARK DISK
 QR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0206_STAMPING: G 21 1931 1786.696
 QR0206_MARK LOGO: CGS
 QR0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0206+STABILITY: SURFACE MOTION
 QR0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0206+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 QR0206
 QR0206  HISTORY     - Date     Condition        Report By
 QR0206  HISTORY     - 1931     MONUMENTED       CGS
 QR0206  HISTORY     - 1952     GOOD             CGS
 QR0206  HISTORY     - 19970313 GOOD             NGS
 QR0206
 QR0206                          STATION DESCRIPTION
 QR0206
 QR0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 QR0206'3 MI E FROM ROSCOE.
 QR0206'3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0206'RAILROAD FROM ROSCOE, EDMUNDS COUNTY, NEAR A ROAD CROSSING,
 QR0206'360 FEET EAST OF THE CENTER LINE OF THE ROAD, 96 FEET SOUTH
 QR0206'OF THE SOUTH RAIL, 1 FOOT NORTH OF THE FENCE, AND ON THE TOP
 QR0206'OF A SMALL ROCKY KNOLL.  A STANDARD DISK, STAMPED 1786.696 G
 QR0206'21 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QR0206'ABOVE GROUND.
 QR0206
 QR0206                          STATION RECOVERY (1997)
 QR0206
 QR0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0206'5.0 KM (3.10 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0206'STATE HIGHWAY 247 IN ROSCOE, 196.0 M (643.0 FT) EAST OF MILEPOST 251,
 QR0206'121.3 M (398.0 FT) EAST OF THE CENTER OF 346TH AVENUE, 68.1 M (223.4
 QR0206'FT) SOUTH OF THE HIGHWAY CENTERLINE, 29.2 M (95.8 FT) SOUTH OF THE
 QR0206'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.0 M (3.3 FT) BELOW
 QR0206'THE LEVEL OF THE TRACK, 0.1 M (0.3 FT) NORTH OF A WITNESS POST AND
 QR0206'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0840 ***********************************************************************
 PT0840  DESIGNATION -  G 21
 PT0840  PID         -  PT0840
 PT0840  STATE/COUNTY-  SD/ZIEBACH
 PT0840  COUNTRY     -  US
 PT0840  USGS QUAD   -  RATTLESNAKE LAKE NE (2017)
 PT0840
 PT0840                         *CURRENT SURVEY CONTROL
 PT0840  ______________________________________________________________________
 PT0840* NAD 83(1986) POSITION- 44 39 05.     (N) 101 30 25.     (W)   SCALED
 PT0840* NAVD 88 ORTHO HEIGHT -   656.714 (meters)     2154.57  (feet) ADJUSTED
 PT0840  ______________________________________________________________________
 PT0840  GEOID HEIGHT    -        -21.302 (meters)                     GEOID18
 PT0840  DYNAMIC HEIGHT  -        656.577 (meters)     2154.12  (feet) COMP
 PT0840  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 PT0840
 PT0840  VERT ORDER      -  FIRST     CLASS II
 PT0840
 PT0840.The horizontal coordinates were scaled from a map and have
 PT0840.an estimated accuracy of +/- 6 seconds.
 PT0840
 PT0840.The orthometric height was determined by differential leveling and
 PT0840.adjusted by the NATIONAL GEODETIC SURVEY
 PT0840.in June 1991.
 PT0840
 PT0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0840.GEOID18 height accuracy estimate available here.
 PT0840
 PT0840.Click photographs - Photos may exist for this station.
 PT0840
 PT0840.The dynamic height is computed by dividing the NAVD 88
 PT0840.geopotential number by the normal gravity value computed on the
 PT0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0840.degrees latitude (g = 980.6199 gals.).
 PT0840
 PT0840.The modeled gravity was interpolated from observed gravity values.
 PT0840
 PT0840;                    North         East    Units  Estimated Accuracy
 PT0840;SPC SD N     -    92,020.      480,480.      MT  (+/- 180 meters Scaled)
 PT0840
 PT0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ012472(NAD 83)
 PT0840
 PT0840                          SUPERSEDED SURVEY CONTROL
 PT0840
 PT0840  NGVD 29 (??/??/92)  656.276  (m)         2153.13   (f) ADJ UNCH    1 2
 PT0840
 PT0840.Superseded values are not recommended for survey control.
 PT0840
 PT0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0840.See file dsdata.pdf to determine how the superseded data were derived.
 PT0840
 PT0840_MARKER: DB = BENCH MARK DISK
 PT0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0840_STAMPING: G 21 1933
 PT0840_MARK LOGO: CGS
 PT0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0840+STABILITY: SURFACE MOTION
 PT0840
 PT0840  HISTORY     - Date     Condition        Report By
 PT0840  HISTORY     - 1933     MONUMENTED       CGS
 PT0840  HISTORY     - 1950     GOOD             CGS
 PT0840
 PT0840                          STATION DESCRIPTION
 PT0840
 PT0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PT0840'27 MI S FROM DUPREE.
 PT0840'4.0 MILES NORTH ALONG THE DUPREE ROAD FROM CHERRY CREEK, ZIEBACH
 PT0840'COUNTY, ABOUT 0.1 MILE SOUTH OF THE HEAD OF A DRY WASH, AND 60
 PT0840'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.  82 FEET NORTHWEST
 PT0840'OF THE INTERSECTION OF A GRADED DIRT ROAD WITH A TRACK ROAD TO A
 PT0840'RANCH HOUSE, 62 FEET WEST OF THE CENTER OF THE GRADED DIRT ROAD,
 PT0840'AND 3 FEET SOUTHEAST OF A WITNESS POST.  IT IS USED AS AN AZIMUTH
 PT0840'MARK FOR TRIANGULATION STATION BREAKS.  A STANDARD DISK, STAMPED
 PT0840'G 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0840'9 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0567 ***********************************************************************
 PT0567  DESIGNATION -  G 22
 PT0567  PID         -  PT0567
 PT0567  STATE/COUNTY-  SD/HAAKON
 PT0567  COUNTRY     -  US
 PT0567  USGS QUAD   -  PHILIP (2017)
 PT0567
 PT0567                         *CURRENT SURVEY CONTROL
 PT0567  ______________________________________________________________________
 PT0567* NAD 83(1986) POSITION- 44 05 46.     (N) 101 40 04.     (W)   SCALED
 PT0567* NAVD 88 ORTHO HEIGHT -   693.882 (meters)     2276.51  (feet) ADJUSTED
 PT0567  ______________________________________________________________________
 PT0567  GEOID HEIGHT    -        -21.054 (meters)                     GEOID18
 PT0567  DYNAMIC HEIGHT  -        693.686 (meters)     2275.87  (feet) COMP
 PT0567  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 PT0567
 PT0567  VERT ORDER      -  FIRST     CLASS II
 PT0567
 PT0567.The horizontal coordinates were scaled from a map and have
 PT0567.an estimated accuracy of +/- 6 seconds.
 PT0567
 PT0567.The orthometric height was determined by differential leveling and
 PT0567.adjusted by the NATIONAL GEODETIC SURVEY
 PT0567.in June 1991.
 PT0567
 PT0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0567.GEOID18 height accuracy estimate available here.
 PT0567
 PT0567.Click photographs - Photos may exist for this station.
 PT0567
 PT0567.The dynamic height is computed by dividing the NAVD 88
 PT0567.geopotential number by the normal gravity value computed on the
 PT0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0567.degrees latitude (g = 980.6199 gals.).
 PT0567
 PT0567.The modeled gravity was interpolated from observed gravity values.
 PT0567
 PT0567;                    North         East    Units  Estimated Accuracy
 PT0567;SPC SD S     -   196,690.      493,150.      MT  (+/- 180 meters Scaled)
 PT0567
 PT0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP864860(NAD 83)
 PT0567
 PT0567                          SUPERSEDED SURVEY CONTROL
 PT0567
 PT0567  NGVD 29 (??/??/92)  693.428  (m)         2275.02   (f) ADJ UNCH    1 2
 PT0567
 PT0567.Superseded values are not recommended for survey control.
 PT0567
 PT0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0567.See file dsdata.pdf to determine how the superseded data were derived.
 PT0567
 PT0567_MARKER: DB = BENCH MARK DISK
 PT0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0567_STAMPING: G 22 1933
 PT0567_MARK LOGO: CGS
 PT0567_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0567+STABILITY: SURFACE MOTION
 PT0567
 PT0567  HISTORY     - Date     Condition        Report By
 PT0567  HISTORY     - 1933     MONUMENTED       CGS
 PT0567  HISTORY     - 1962     MARK NOT FOUND   CGS
 PT0567
 PT0567                          STATION DESCRIPTION
 PT0567
 PT0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0567'4 MI N FROM PHILIP.
 PT0567'4.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM PHILIP, HAAKON
 PT0567'COUNTY, IN THE NORTHEAST CORNER OF THE G.G. WHEELER FARMYARD, IN
 PT0567'THE NORTHEAST CORNER OF A SECTION, 77 FEET WEST OF THE CENTERLINE
 PT0567'OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE SECTION LINE.  A STANDARD
 PT0567'DISK, STAMPED G 22 1933 AND SET IN THE TOP OF A CONCRETE POST
 PT0567'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0602 ***********************************************************************
 OS0602  DESIGNATION -  G 23
 OS0602  PID         -  OS0602
 OS0602  STATE/COUNTY-  SD/JACKSON
 OS0602  COUNTRY     -  US
 OS0602  USGS QUAD   -  BROKEN LEG DAM (2017)
 OS0602
 OS0602                         *CURRENT SURVEY CONTROL
 OS0602  ______________________________________________________________________
 OS0602* NAD 83(1986) POSITION- 43 33 34.     (N) 101 30 04.     (W)   SCALED
 OS0602* NAVD 88 ORTHO HEIGHT -   807.350 (meters)     2648.78  (feet) ADJUSTED
 OS0602  ______________________________________________________________________
 OS0602  GEOID HEIGHT    -        -21.252 (meters)                     GEOID18
 OS0602  DYNAMIC HEIGHT  -        807.056 (meters)     2647.82  (feet) COMP
 OS0602  MODELED GRAVITY -    980,228.3   (mgal)                       NAVD 88
 OS0602
 OS0602  VERT ORDER      -  SECOND    CLASS 0
 OS0602
 OS0602.The horizontal coordinates were scaled from a map and have
 OS0602.an estimated accuracy of +/- 6 seconds.
 OS0602
 OS0602.The orthometric height was determined by differential leveling and
 OS0602.adjusted by the NATIONAL GEODETIC SURVEY
 OS0602.in June 1991.
 OS0602
 OS0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0602.GEOID18 height accuracy estimate available here.
 OS0602
 OS0602.Click photographs - Photos may exist for this station.
 OS0602
 OS0602.The dynamic height is computed by dividing the NAVD 88
 OS0602.geopotential number by the normal gravity value computed on the
 OS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0602.degrees latitude (g = 980.6199 gals.).
 OS0602
 OS0602.The modeled gravity was interpolated from observed gravity values.
 OS0602
 OS0602;                    North         East    Units  Estimated Accuracy
 OS0602;SPC SD S     -   136,870.      505,660.      MT  (+/- 180 meters Scaled)
 OS0602
 OS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP979259(NAD 83)
 OS0602
 OS0602                          SUPERSEDED SURVEY CONTROL
 OS0602
 OS0602  NGVD 29 (??/??/92)  806.901  (m)         2647.31   (f) ADJ UNCH    2 0
 OS0602
 OS0602.Superseded values are not recommended for survey control.
 OS0602
 OS0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0602.See file dsdata.pdf to determine how the superseded data were derived.
 OS0602
 OS0602_MARKER: DB = BENCH MARK DISK
 OS0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0602_STAMPING: G 23 1934
 OS0602_MARK LOGO: CGS
 OS0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0602+STABILITY: SURFACE MOTION
 OS0602
 OS0602  HISTORY     - Date     Condition        Report By
 OS0602  HISTORY     - 1934     MONUMENTED       CGS
 OS0602  HISTORY     - 1938     GOOD             CGS
 OS0602
 OS0602                          STATION DESCRIPTION
 OS0602
 OS0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0602'20.3 MI N FROM PATRICIA.
 OS0602'IN WASHABAUGH COUNTY, 20.3 MILES NORTH ALONG STATE HIGHWAY 73
 OS0602'FROM PATRICIA, BENNETT COUNTY, 6.9 MILES NORTH OF LONG VALLEY,
 OS0602'0.5 MILE NORTH OF A SHORT SHARP CURVE, 40 FEET WEST OF THE
 OS0602'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE RIGHT-OF-WAY
 OS0602'FENCE.  A STANDARD DISK, STAMPED G 23 1934 AND SET IN THE TOP
 OS0602'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1413 ***********************************************************************
 PU1413  DESIGNATION -  G 24
 PU1413  PID         -  PU1413
 PU1413  STATE/COUNTY-  SD/MEADE
 PU1413  COUNTRY     -  US
 PU1413  USGS QUAD   -  PIEDMONT (2017)
 PU1413
 PU1413                         *CURRENT SURVEY CONTROL
 PU1413  ______________________________________________________________________
 PU1413* NAD 83(1986) POSITION- 44 13 46.     (N) 103 23 02.     (W)   SCALED
 PU1413* NAVD 88 ORTHO HEIGHT -  1058.129 (meters)     3471.54  (feet) ADJUSTED
 PU1413  ______________________________________________________________________
 PU1413  GEOID HEIGHT    -        -15.271 (meters)                     GEOID18
 PU1413  DYNAMIC HEIGHT  -       1057.763 (meters)     3470.34  (feet) COMP
 PU1413  MODELED GRAVITY -    980,236.6   (mgal)                       NAVD 88
 PU1413
 PU1413  VERT ORDER      -  FIRST     CLASS II
 PU1413
 PU1413.The horizontal coordinates were scaled from a map and have
 PU1413.an estimated accuracy of +/- 6 seconds.
 PU1413
 PU1413.The orthometric height was determined by differential leveling and
 PU1413.adjusted by the NATIONAL GEODETIC SURVEY
 PU1413.in June 1991.
 PU1413
 PU1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1413.GEOID18 height accuracy estimate available here.
 PU1413
 PU1413.Click photographs - Photos may exist for this station.
 PU1413
 PU1413.The dynamic height is computed by dividing the NAVD 88
 PU1413.geopotential number by the normal gravity value computed on the
 PU1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1413.degrees latitude (g = 980.6199 gals.).
 PU1413
 PU1413.The modeled gravity was interpolated from observed gravity values.
 PU1413
 PU1413;                    North         East    Units  Estimated Accuracy
 PU1413;SPC SD N     -    49,670.      329,710.      MT  (+/- 180 meters Scaled)
 PU1413
 PU1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ290986(NAD 83)
 PU1413
 PU1413                          SUPERSEDED SURVEY CONTROL
 PU1413
 PU1413  NGVD 29 (??/??/92) 1057.618  (m)         3469.87   (f) ADJ UNCH    1 2
 PU1413
 PU1413.Superseded values are not recommended for survey control.
 PU1413
 PU1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1413.See file dsdata.pdf to determine how the superseded data were derived.
 PU1413
 PU1413_MARKER: DB = BENCH MARK DISK
 PU1413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1413_STAMPING: G 24 1934
 PU1413_MARK LOGO: CGS
 PU1413_PROJECTION: PROJECTING 5 CENTIMETERS
 PU1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1413
 PU1413  HISTORY     - Date     Condition        Report By
 PU1413  HISTORY     - 1934     MONUMENTED       CGS
 PU1413  HISTORY     - 1962     GOOD             CGS
 PU1413  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1413  HISTORY     - 20110408 MARK NOT FOUND   INDIV
 PU1413
 PU1413                          STATION DESCRIPTION
 PU1413
 PU1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1413'13.6 MI NW FROM RAPID CITY.
 PU1413'ABOUT 13.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1413'RAILWAY FROM THE STATION AT RAPID CITY, 0.3 MILE SOUTHEAST OF THE
 PU1413'STATION SIGN BOARD AT THE SMALL COMMUNITY OF PIEDMONT, 0.4 MILE
 PU1413'NORTHWEST OF MILE POST 113, 58 1/2 FEET NORTH OF A TELEPHONE
 PU1413'POLE, 11 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.8 FEET NORTHEAST
 PU1413'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 PU1413'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PU1413
 PU1413                          STATION RECOVERY (1991)
 PU1413
 PU1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1413'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1413
 PU1413                          STATION RECOVERY (2011)
 PU1413
 PU1413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1413'NEW ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1762 ***********************************************************************
 PU1762  DESIGNATION -  G 25
 PU1762  PID         -  PU1762
 PU1762  STATE/COUNTY-  SD/BUTTE
 PU1762  COUNTRY     -  US
 PU1762  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1762
 PU1762                         *CURRENT SURVEY CONTROL
 PU1762  ______________________________________________________________________
 PU1762* NAD 83(1986) POSITION- 44 44 03.80   (N) 103 51 06.33   (W)   HD_HELD1
 PU1762* NAVD 88 ORTHO HEIGHT -   969.492 (meters)     3180.74  (feet) ADJUSTED
 PU1762  ______________________________________________________________________
 PU1762  GEOID HEIGHT    -        -15.468 (meters)                     GEOID18
 PU1762  DYNAMIC HEIGHT  -        969.227 (meters)     3179.87  (feet) COMP
 PU1762  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1762
 PU1762  VERT ORDER      -  FIRST     CLASS II
 PU1762
 PU1762.The horizontal coordinates were determined by differentially corrected
 PU1762.hand held GPS observations or other comparable positioning techniques
 PU1762.and have an estimated accuracy of +/- 3 meters.
 PU1762
 PU1762.The orthometric height was determined by differential leveling and
 PU1762.adjusted by the NATIONAL GEODETIC SURVEY
 PU1762.in April 2000.
 PU1762
 PU1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1762.GEOID18 height accuracy estimate available here.
 PU1762
 PU1762.Click photographs - Photos may exist for this station.
 PU1762
 PU1762.The dynamic height is computed by dividing the NAVD 88
 PU1762.geopotential number by the normal gravity value computed on the
 PU1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1762.degrees latitude (g = 980.6199 gals.).
 PU1762
 PU1762.The modeled gravity was interpolated from observed gravity values.
 PU1762
 PU1762;                    North         East    Units  Estimated Accuracy
 PU1762;SPC SD N     -   107,383.5     295,030.2     MT  (+/- 3 meters HH1 GPS) 
 PU1762
 PU1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9091654086(NAD 83)
 PU1762
 PU1762                          SUPERSEDED SURVEY CONTROL
 PU1762
 PU1762  NAVD 88 (06/15/91)  969.506  (m)         3180.79   (f) SUPERSEDED  1 2
 PU1762  NGVD 29 (??/??/92)  969.022  (m)         3179.20   (f) ADJ UNCH    1 2
 PU1762
 PU1762.Superseded values are not recommended for survey control.
 PU1762
 PU1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1762.See file dsdata.pdf to determine how the superseded data were derived.
 PU1762
 PU1762_MARKER: DB = BENCH MARK DISK
 PU1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1762_STAMPING: G 25 1934
 PU1762_MARK LOGO: CGS
 PU1762_PROJECTION: PROJECTING 20 CENTIMETERS
 PU1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1762+STABILITY: SURFACE MOTION
 PU1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1762+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1762
 PU1762  HISTORY     - Date     Condition        Report By
 PU1762  HISTORY     - 1934     MONUMENTED       CGS
 PU1762  HISTORY     - 1962     GOOD             CGS
 PU1762  HISTORY     - 19980920 GOOD             NGS
 PU1762  HISTORY     - 20110822 GOOD             GEOCAC
 PU1762
 PU1762                          STATION DESCRIPTION
 PU1762
 PU1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1762'4.5 MI N FROM BELLE FOURCHE.
 PU1762'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1762'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE SOUTH SLOPE
 PU1762'OF A HILL IN SECTION 23, T 9 N, R 2 E, 35 FEET EAST OF THE CENTER
 PU1762'LINE OF THE HIGHWAY, 72 FEET SOUTH OF A TELEPHONE POLE, 79 FEET
 PU1762'SOUTH OF THE EAST END OF A PIPE CULVERT, 1 FOOT EAST OF A FENCE,
 PU1762'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU1762'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1762'PROJECTING 4-INCHES.
 PU1762
 PU1762                          STATION RECOVERY (1998)
 PU1762
 PU1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1762'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1762'U.S. HIGHWAY 212 IN BELLE FOURCHE, 413.0 M (1355.0 FT) NORTH OF
 PU1762'MILEPOST 60, 63.5 M (208.3 FT) EAST OF THE HIGHWAY CENTERLINE, 32.9 M
 PU1762'(107.9 FT) EAST OF A WITNESS POST AND THE SOUTH END OF 3 BRACED FENCE
 PU1762'POSTS, 13.9 M (45.6 FT) NORTHWEST OF A UTILITY POLE, 2.0 M (6.6 FT)
 PU1762'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7
 PU1762'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 PU1762'BY KUDLOCK RANCH, HC 64, BOX 34, BELLE FOURCHE, SD 57717.
 PU1762
 PU1762                          STATION RECOVERY (2011)
 PU1762
 PU1762'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0301 ***********************************************************************
 QT0301  DESIGNATION -  G 26
 QT0301  PID         -  QT0301
 QT0301  STATE/COUNTY-  SD/HARDING
 QT0301  COUNTRY     -  US
 QT0301  USGS QUAD   -  REDIG (2017)
 QT0301
 QT0301                         *CURRENT SURVEY CONTROL
 QT0301  ______________________________________________________________________
 QT0301* NAD 83(1986) POSITION- 45 19 38.     (N) 103 32 53.     (W)   SCALED
 QT0301* NAVD 88 ORTHO HEIGHT -   958.723 (meters)     3145.41  (feet) ADJUSTED
 QT0301  ______________________________________________________________________
 QT0301  GEOID HEIGHT    -        -16.162 (meters)                     GEOID18
 QT0301  DYNAMIC HEIGHT  -        958.530 (meters)     3144.78  (feet) COMP
 QT0301  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 QT0301
 QT0301  VERT ORDER      -  FIRST     CLASS II
 QT0301
 QT0301.The horizontal coordinates were scaled from a map and have
 QT0301.an estimated accuracy of +/- 6 seconds.
 QT0301
 QT0301.The orthometric height was determined by differential leveling and
 QT0301.adjusted by the NATIONAL GEODETIC SURVEY
 QT0301.in June 1991.
 QT0301
 QT0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0301.GEOID18 height accuracy estimate available here.
 QT0301
 QT0301.Click photographs - Photos may exist for this station.
 QT0301
 QT0301.The dynamic height is computed by dividing the NAVD 88
 QT0301.geopotential number by the normal gravity value computed on the
 QT0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0301.degrees latitude (g = 980.6199 gals.).
 QT0301
 QT0301.The modeled gravity was interpolated from observed gravity values.
 QT0301
 QT0301;                    North         East    Units  Estimated Accuracy
 QT0301;SPC SD N     -   172,100.      321,950.      MT  (+/- 180 meters Scaled)
 QT0301
 QT0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137203(NAD 83)
 QT0301
 QT0301                          SUPERSEDED SURVEY CONTROL
 QT0301
 QT0301  NGVD 29 (??/??/92)  958.231  (m)         3143.80   (f) ADJ UNCH    1 2
 QT0301
 QT0301.Superseded values are not recommended for survey control.
 QT0301
 QT0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0301.See file dsdata.pdf to determine how the superseded data were derived.
 QT0301
 QT0301_MARKER: DB = BENCH MARK DISK
 QT0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0301_STAMPING: G 26 1934
 QT0301_MARK LOGO: CGS
 QT0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0301+STABILITY: SURFACE MOTION
 QT0301
 QT0301  HISTORY     - Date     Condition        Report By
 QT0301  HISTORY     - 1934     MONUMENTED       CGS
 QT0301  HISTORY     - 1972     GOOD             NGS
 QT0301  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0301
 QT0301                          STATION DESCRIPTION
 QT0301
 QT0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0301'17.7 MI S FROM BUFFALO.
 QT0301'17.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0301'COUNTY, ABOUT 185 YARDS SOUTHEAST OF A CONCRETE CULVERT, ABOUT 40
 QT0301'YARDS SOUTH OF A SMALL CREEK, AND ABOUT 70 FEET EAST OF THE CENTER
 QT0301'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 26 1934 AND SET
 QT0301'IN THE TOP OF A CONCRETE POST.  NOTE-- TO BE DESTROYED AT A
 QT0301'LATER DATE BY HIGHWAY CONSTRUCTION.
 QT0301
 QT0301                          STATION RECOVERY (1972)
 QT0301
 QT0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QT0301'RECOVERED IN GOOD CONDITION.
 QT0301
 QT0301                          STATION RECOVERY (1998)
 QT0301
 QT0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0301'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0302 ***********************************************************************
 QT0302  DESIGNATION -  G 26 RESET
 QT0302  PID         -  QT0302
 QT0302  STATE/COUNTY-  SD/HARDING
 QT0302  COUNTRY     -  US
 QT0302  USGS QUAD   -  REDIG (2017)
 QT0302
 QT0302                         *CURRENT SURVEY CONTROL
 QT0302  ______________________________________________________________________
 QT0302* NAD 83(1986) POSITION- 45 19 41.     (N) 103 32 54.     (W)   SCALED
 QT0302* NAVD 88 ORTHO HEIGHT -   958.328 (meters)     3144.11  (feet) ADJUSTED
 QT0302  ______________________________________________________________________
 QT0302  GEOID HEIGHT    -        -16.161 (meters)                     GEOID18
 QT0302  DYNAMIC HEIGHT  -        958.135 (meters)     3143.48  (feet) COMP
 QT0302  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 QT0302
 QT0302  VERT ORDER      -  FIRST     CLASS II
 QT0302
 QT0302.The horizontal coordinates were scaled from a map and have
 QT0302.an estimated accuracy of +/- 6 seconds.
 QT0302
 QT0302.The orthometric height was determined by differential leveling and
 QT0302.adjusted by the NATIONAL GEODETIC SURVEY
 QT0302.in April 2000.
 QT0302
 QT0302.No vertical observational check was made to the station.
 QT0302
 QT0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0302.GEOID18 height accuracy estimate available here.
 QT0302
 QT0302.Click photographs - Photos may exist for this station.
 QT0302
 QT0302.The dynamic height is computed by dividing the NAVD 88
 QT0302.geopotential number by the normal gravity value computed on the
 QT0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0302.degrees latitude (g = 980.6199 gals.).
 QT0302
 QT0302.The modeled gravity was interpolated from observed gravity values.
 QT0302
 QT0302;                    North         East    Units  Estimated Accuracy
 QT0302;SPC SD N     -   172,190.      321,930.      MT  (+/- 180 meters Scaled)
 QT0302
 QT0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137204(NAD 83)
 QT0302
 QT0302                          SUPERSEDED SURVEY CONTROL
 QT0302
 QT0302  NAVD 88 (04/17/07)  958.328  (m)         3144.11   (f) SUPERSEDED  3 0
 QT0302
 QT0302.Superseded values are not recommended for survey control.
 QT0302
 QT0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0302.See file dsdata.pdf to determine how the superseded data were derived.
 QT0302
 QT0302_MARKER: DB = BENCH MARK DISK
 QT0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0302_STAMPING: G 26 RESET 1972
 QT0302_MARK LOGO: CGS
 QT0302_PROJECTION: FLUSH
 QT0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0302+STABILITY: SURFACE MOTION
 QT0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0302+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0302
 QT0302  HISTORY     - Date     Condition        Report By
 QT0302  HISTORY     - 1972     MONUMENTED       NGS
 QT0302  HISTORY     - 19980928 GOOD             NGS
 QT0302
 QT0302                          STATION DESCRIPTION
 QT0302
 QT0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QT0302'17.7 MI S FROM BUFFALO.
 QT0302'(G 26 RESET IS THE AZIMUTH MARK FOR STATION REDIG 1972).  ABOUT
 QT0302'17.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, 8.5 MILES
 QT0302'NORTH OF THE BUTTE-HARDING COUNTY LINE, 4.0 MILES NORTH OF REDIG,
 QT0302'0.4 MILE NORTH OF THE FIELD ENTRANCE LEADING WEST TO TRIANGULATION
 QT0302'STATION REDIG, 98 FEET EAST OF THE CENTER OF HIGHWAY 85, 2.0 FEET
 QT0302'SOUTH OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 QT0302'MONUMENT WHICH PROJECTS 8-INCHES.  IT IS AT STATE HIGHWAY STATION
 QT0302'NO. 190.
 QT0302
 QT0302                          STATION RECOVERY (1998)
 QT0302
 QT0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0302'6.3 KM (3.90 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0302'COUNTY ROAD 732 IN REDIG, 603.0 M (1978.3 FT) SOUTH OF MILEPOST 109,
 QT0302'90.0 M (295.3 FT) NORTH OF A T-FENCE CORNER, 29.7 M (97.4 FT) EAST OF
 QT0302'THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) WEST OF A FENCE, 0.5 M (1.6 FT)
 QT0302'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 QT0302'POST, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 QT0302'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 QT0302'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0256 ***********************************************************************
 QR0256  DESIGNATION -  G 27
 QR0256  PID         -  QR0256
 QR0256  STATE/COUNTY-  SD/EDMUNDS
 QR0256  COUNTRY     -  US
 QR0256  USGS QUAD   -  BOWDLE (2017)
 QR0256
 QR0256                         *CURRENT SURVEY CONTROL
 QR0256  ______________________________________________________________________
 QR0256* NAD 83(1986) POSITION- 45 27 08.     (N) 099 38 04.     (W)   SCALED
 QR0256* NAVD 88 ORTHO HEIGHT -   609.396 (meters)     1999.33  (feet) ADJUSTED
 QR0256  ______________________________________________________________________
 QR0256  GEOID HEIGHT    -        -22.750 (meters)                     GEOID18
 QR0256  DYNAMIC HEIGHT  -        609.328 (meters)     1999.10  (feet) COMP
 QR0256  MODELED GRAVITY -    980,484.3   (mgal)                       NAVD 88
 QR0256
 QR0256  VERT ORDER      -  FIRST     CLASS II
 QR0256
 QR0256.The horizontal coordinates were scaled from a map and have
 QR0256.an estimated accuracy of +/- 6 seconds.
 QR0256
 QR0256.The orthometric height was determined by differential leveling and
 QR0256.adjusted by the NATIONAL GEODETIC SURVEY
 QR0256.in June 1991.
 QR0256
 QR0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0256.GEOID18 height accuracy estimate available here.
 QR0256
 QR0256.Click photographs - Photos may exist for this station.
 QR0256
 QR0256.The dynamic height is computed by dividing the NAVD 88
 QR0256.geopotential number by the normal gravity value computed on the
 QR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0256.degrees latitude (g = 980.6199 gals.).
 QR0256
 QR0256.The modeled gravity was interpolated from observed gravity values.
 QR0256
 QR0256;                    North         East    Units  Estimated Accuracy
 QR0256;SPC SD N     -   179,960.      628,590.      MT  (+/- 180 meters Scaled)
 QR0256
 QR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR503333(NAD 83)
 QR0256
 QR0256                          SUPERSEDED SURVEY CONTROL
 QR0256
 QR0256  NGVD 29 (??/??/92)  609.003  (m)         1998.04   (f) ADJ UNCH    1 2
 QR0256
 QR0256.Superseded values are not recommended for survey control.
 QR0256
 QR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0256.See file dsdata.pdf to determine how the superseded data were derived.
 QR0256
 QR0256_MARKER: DB = BENCH MARK DISK
 QR0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0256_STAMPING: G 27 1934
 QR0256_MARK LOGO: CGS
 QR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0256+STABILITY: SURFACE MOTION
 QR0256
 QR0256  HISTORY     - Date     Condition        Report By
 QR0256  HISTORY     - 1934     MONUMENTED       CGS
 QR0256
 QR0256                          STATION DESCRIPTION
 QR0256
 QR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0256'1 MI E FROM BOWDLE.
 QR0256'1 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0256'RAILROAD FROM BOWDLE, EDMUNDS COUNTY, ABOUT 48 YARDS SOUTH OF
 QR0256'MILEPOST 56, ABOUT 90 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QR0256'AND 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QR0256'STAMPED G 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0097 ***********************************************************************
 QS0097  DESIGNATION -  G 28
 QS0097  PID         -  QS0097
 QS0097  STATE/COUNTY-  SD/WALWORTH
 QS0097  COUNTRY     -  US
 QS0097  USGS QUAD   -  MOBRIDGE (2017)
 QS0097
 QS0097                         *CURRENT SURVEY CONTROL
 QS0097  ______________________________________________________________________
 QS0097* NAD 83(1986) POSITION- 45 31 30.     (N) 100 24 31.     (W)   SCALED
 QS0097* NAVD 88 ORTHO HEIGHT -   498.334 (meters)     1634.95  (feet) ADJUSTED
 QS0097  ______________________________________________________________________
 QS0097  GEOID HEIGHT    -        -21.880 (meters)                     GEOID18
 QS0097  DYNAMIC HEIGHT  -        498.289 (meters)     1634.80  (feet) COMP
 QS0097  MODELED GRAVITY -    980,509.9   (mgal)                       NAVD 88
 QS0097
 QS0097  VERT ORDER      -  FIRST     CLASS II
 QS0097
 QS0097.The horizontal coordinates were scaled from a map and have
 QS0097.an estimated accuracy of +/- 6 seconds.
 QS0097
 QS0097.The orthometric height was determined by differential leveling and
 QS0097.adjusted by the NATIONAL GEODETIC SURVEY
 QS0097.in July 1998.
 QS0097
 QS0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0097.GEOID18 height accuracy estimate available here.
 QS0097
 QS0097.Click photographs - Photos may exist for this station.
 QS0097
 QS0097.The dynamic height is computed by dividing the NAVD 88
 QS0097.geopotential number by the normal gravity value computed on the
 QS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0097.degrees latitude (g = 980.6199 gals.).
 QS0097
 QS0097.The modeled gravity was interpolated from observed gravity values.
 QS0097
 QS0097;                    North         East    Units  Estimated Accuracy
 QS0097;SPC SD N     -   188,070.      568,080.      MT  (+/- 180 meters Scaled)
 QS0097
 QS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR899422(NAD 83)
 QS0097
 QS0097                          SUPERSEDED SURVEY CONTROL
 QS0097
 QS0097  NAVD 88 (06/15/91)  498.323  (m)         1634.91   (f) SUPERSEDED  1 2
 QS0097  NGVD 29 (??/??/92)  497.966  (m)         1633.74   (f) ADJ UNCH    1 2
 QS0097
 QS0097.Superseded values are not recommended for survey control.
 QS0097
 QS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0097.See file dsdata.pdf to determine how the superseded data were derived.
 QS0097
 QS0097_MARKER: DB = BENCH MARK DISK
 QS0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0097_STAMPING: G 28 1934
 QS0097_MARK LOGO: CGS
 QS0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0097+STABILITY: SURFACE MOTION
 QS0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0097+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1997
 QS0097
 QS0097  HISTORY     - Date     Condition        Report By
 QS0097  HISTORY     - 1934     MONUMENTED       CGS
 QS0097  HISTORY     - 1964     GOOD             CGS
 QS0097  HISTORY     - 19970319 GOOD             NGS
 QS0097
 QS0097                          STATION DESCRIPTION
 QS0097
 QS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0097'0.8 MI E FROM MOBRIDGE.
 QS0097'0.8 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0097'RAILROAD FROM THE STATION AT MOBRIDGE, WALWORTH COUNTY, 2 FEET
 QS0097'EAST OF MILEPOST 804, 45 FEET NORTH OF THE CENTERLINE OF THE
 QS0097'MAIN TRACK, 6 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE, AND SET
 QS0097'IN TOP OF CONCRETE POST.
 QS0097
 QS0097                          STATION RECOVERY (1997)
 QS0097
 QS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0097'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0097'MAIN STREET IN MOBRIDGE, THENCE 1.3 KM (0.80 MI) SOUTHERLY ALONG A
 QS0097'REVHEIM ROAD, 102.5 M (336.3 FT) WEST OF THE ROAD CENTER, 11.9 M (39.0
 QS0097'FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 7.6 M
 QS0097'(24.9 FT) NORTH OF RAILROAD MILEPOST 804, 2.9 M (9.5 FT) SOUTH OF A
 QS0097'WITNESS POST AND FENCE, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE TRACK,
 QS0097'0.6 M (2.0 FT) EAST OF A UTILITY POLE, AND THE MONUMENT PROJECTS 0.2 M
 QS0097'(0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0004 ***********************************************************************
 QT0004  DESIGNATION -  G 29
 QT0004  PID         -  QT0004
 QT0004  STATE/COUNTY-  SD/PERKINS
 QT0004  COUNTRY     -  US
 QT0004  USGS QUAD   -  BOXCAR BUTTES (2017)
 QT0004
 QT0004                         *CURRENT SURVEY CONTROL
 QT0004  ______________________________________________________________________
 QT0004* NAD 83(1986) POSITION- 45 31 44.     (N) 102 20 56.     (W)   SCALED
 QT0004* NAVD 88 ORTHO HEIGHT -   843.777 (meters)     2768.29  (feet) ADJUSTED
 QT0004  ______________________________________________________________________
 QT0004  GEOID HEIGHT    -        -18.426 (meters)                     GEOID18
 QT0004  DYNAMIC HEIGHT  -        843.647 (meters)     2767.87  (feet) COMP
 QT0004  MODELED GRAVITY -    980,433.3   (mgal)                       NAVD 88
 QT0004
 QT0004  VERT ORDER      -  FIRST     CLASS II
 QT0004
 QT0004.The horizontal coordinates were scaled from a map and have
 QT0004.an estimated accuracy of +/- 6 seconds.
 QT0004
 QT0004.The orthometric height was determined by differential leveling and
 QT0004.adjusted by the NATIONAL GEODETIC SURVEY
 QT0004.in June 1991.
 QT0004
 QT0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0004.GEOID18 height accuracy estimate available here.
 QT0004
 QT0004.Click photographs - Photos may exist for this station.
 QT0004
 QT0004.The dynamic height is computed by dividing the NAVD 88
 QT0004.geopotential number by the normal gravity value computed on the
 QT0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0004.degrees latitude (g = 980.6199 gals.).
 QT0004
 QT0004.The modeled gravity was interpolated from observed gravity values.
 QT0004
 QT0004;                    North         East    Units  Estimated Accuracy
 QT0004;SPC SD N     -   191,080.      416,540.      MT  (+/- 180 meters Scaled)
 QT0004
 QT0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL070451(NAD 83)
 QT0004
 QT0004                          SUPERSEDED SURVEY CONTROL
 QT0004
 QT0004  NGVD 29 (??/??/92)  843.328  (m)         2766.82   (f) ADJ UNCH    1 2
 QT0004
 QT0004.Superseded values are not recommended for survey control.
 QT0004
 QT0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0004.See file dsdata.pdf to determine how the superseded data were derived.
 QT0004
 QT0004_MARKER: DB = BENCH MARK DISK
 QT0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0004_STAMPING: G 29 1934
 QT0004_MARK LOGO: CGS
 QT0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0004+STABILITY: SURFACE MOTION
 QT0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0004+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0004
 QT0004  HISTORY     - Date     Condition        Report By
 QT0004  HISTORY     - 1934     MONUMENTED       CGS
 QT0004  HISTORY     - 1954     MARK NOT FOUND   USGS
 QT0004  HISTORY     - 19990527 GOOD             NGS
 QT0004
 QT0004                          STATION DESCRIPTION
 QT0004
 QT0004'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QT0004'6 MI W FROM MEADOW.
 QT0004'6 MILES WEST ALONG STATE HIGHWAY 8 FROM MEADOW, PERKINS COUNTY,
 QT0004'35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A
 QT0004'ROW OF POLES, AND 15 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 QT0004'G 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0004
 QT0004                          STATION RECOVERY (1999)
 QT0004
 QT0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0004'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 QT0004'BISON, THENCE 9.3 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY 20, 645.4
 QT0004'M (2117.4 FT) EAST OF MILEPOST 88, 16.5 M (54.1 FT) EAST OF AN
 QT0004'UNDERGROUND CABLE WARNING SIGN, 10.1 M (33.1 FT) SOUTH OF THE HIGHWAY
 QT0004'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0
 QT0004'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QT0004'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.  THE DISK HAS
 QT0004'BEEN SCRAPED AND THE STAMPING IS BARELY LEGIBLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0168 ***********************************************************************
 PS0168  DESIGNATION -  G 296
 PS0168  PID         -  PS0168
 PS0168  STATE/COUNTY-  SD/HAND
 PS0168  COUNTRY     -  US
 PS0168  USGS QUAD   -  VAYLAND (2017)
 PS0168
 PS0168                         *CURRENT SURVEY CONTROL
 PS0168  ______________________________________________________________________
 PS0168* NAD 83(1986) POSITION- 44 28 41.     (N) 098 45 34.     (W)   SCALED
 PS0168* NAVD 88 ORTHO HEIGHT -   443.694 (meters)     1455.69  (feet) ADJUSTED
 PS0168  ______________________________________________________________________
 PS0168  GEOID HEIGHT    -        -24.851 (meters)                     GEOID18
 PS0168  DYNAMIC HEIGHT  -        443.608 (meters)     1455.40  (feet) COMP
 PS0168  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 PS0168
 PS0168  VERT ORDER      -  FIRST     CLASS II
 PS0168
 PS0168.The horizontal coordinates were scaled from a map and have
 PS0168.an estimated accuracy of +/- 6 seconds.
 PS0168
 PS0168.The orthometric height was determined by differential leveling and
 PS0168.adjusted by the NATIONAL GEODETIC SURVEY
 PS0168.in October 1997.
 PS0168
 PS0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0168.GEOID18 height accuracy estimate available here.
 PS0168
 PS0168.Click photographs - Photos may exist for this station.
 PS0168
 PS0168.The dynamic height is computed by dividing the NAVD 88
 PS0168.geopotential number by the normal gravity value computed on the
 PS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0168.degrees latitude (g = 980.6199 gals.).
 PS0168
 PS0168.The modeled gravity was interpolated from observed gravity values.
 PS0168
 PS0168;                    North         East    Units  Estimated Accuracy
 PS0168;SPC SD N     -    72,400.      698,690.      MT  (+/- 180 meters Scaled)
 PS0168
 PS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ191249(NAD 83)
 PS0168
 PS0168                          SUPERSEDED SURVEY CONTROL
 PS0168
 PS0168  NAVD 88 (06/15/91)  443.692  (m)         1455.68   (f) SUPERSEDED  1 2
 PS0168  NGVD 29 (??/??/92)  443.375  (m)         1454.64   (f) ADJ UNCH    1 2
 PS0168
 PS0168.Superseded values are not recommended for survey control.
 PS0168
 PS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0168.See file dsdata.pdf to determine how the superseded data were derived.
 PS0168
 PS0168_MARKER: DB = BENCH MARK DISK
 PS0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0168_SP_SET: HEADWALL
 PS0168_STAMPING: G 296 1940
 PS0168_MARK LOGO: CGS
 PS0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0168+STABILITY: SURFACE MOTION
 PS0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0168+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0168
 PS0168  HISTORY     - Date     Condition        Report By
 PS0168  HISTORY     - 1940     MONUMENTED       CGS
 PS0168  HISTORY     - 19941101 GOOD             NGS
 PS0168
 PS0168                          STATION DESCRIPTION
 PS0168
 PS0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0168'2.1 MI E FROM VAYLAND.
 PS0168'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0168'THE STATION AT VAYLAND, HAND COUNTY, OPPOSITE BRIDGE 168, AT A
 PS0168'CONCRETE CULVERT UNDER U.S. HIGHWAY 14, IN THE TOP OF THE EAST
 PS0168'END OF THE SOUTH HEAD WALL, 64.3 FEET NORTH OF THE NORTH RAIL,
 PS0168'23.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.8 FOOT
 PS0168'WEST OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED G 296
 PS0168'1940.
 PS0168
 PS0168                          STATION RECOVERY (1994)
 PS0168
 PS0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0168'19.3 KM (12.00 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0168'IN MILLER, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 PS0168'OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 PS0168'276.0 M (905.5 FT) EAST OF MILEPOST 313, 7.5 M (24.6 FT) SOUTHWEST OF
 PS0168'THE HIGHWAY CENTERLINE, AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 PS0168'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0453 ***********************************************************************
 QS0453  DESIGNATION -  G 298
 QS0453  PID         -  QS0453
 QS0453  STATE/COUNTY-  SD/CORSON
 QS0453  COUNTRY     -  US
 QS0453  USGS QUAD   -  WALKER (2017)
 QS0453
 QS0453                         *CURRENT SURVEY CONTROL
 QS0453  ______________________________________________________________________
 QS0453* NAD 83(1986) POSITION- 45 53 30.     (N) 101 01 41.     (W)   SCALED
 QS0453* NAVD 88 ORTHO HEIGHT -   634.846 (meters)     2082.82  (feet) ADJUSTED
 QS0453  ______________________________________________________________________
 QS0453  GEOID HEIGHT    -        -20.959 (meters)                     GEOID18
 QS0453  DYNAMIC HEIGHT  -        634.787 (meters)     2082.63  (feet) COMP
 QS0453  MODELED GRAVITY -    980,502.2   (mgal)                       NAVD 88
 QS0453
 QS0453  VERT ORDER      -  SECOND    CLASS 0
 QS0453
 QS0453.The horizontal coordinates were scaled from a map and have
 QS0453.an estimated accuracy of +/- 6 seconds.
 QS0453
 QS0453.The orthometric height was determined by differential leveling and
 QS0453.adjusted by the NATIONAL GEODETIC SURVEY
 QS0453.in June 1991.
 QS0453
 QS0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0453.GEOID18 height accuracy estimate available here.
 QS0453
 QS0453.Click photographs - Photos may exist for this station.
 QS0453
 QS0453.The dynamic height is computed by dividing the NAVD 88
 QS0453.geopotential number by the normal gravity value computed on the
 QS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0453.degrees latitude (g = 980.6199 gals.).
 QS0453
 QS0453.The modeled gravity was interpolated from observed gravity values.
 QS0453
 QS0453;                    North         East    Units  Estimated Accuracy
 QS0453;SPC SD N     -   229,250.      520,210.      MT  (+/- 180 meters Scaled)
 QS0453
 QS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR426840(NAD 83)
 QS0453
 QS0453                          SUPERSEDED SURVEY CONTROL
 QS0453
 QS0453  NGVD 29 (??/??/92)  634.389  (m)         2081.32   (f) ADJ UNCH    2 0
 QS0453
 QS0453.Superseded values are not recommended for survey control.
 QS0453
 QS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0453.See file dsdata.pdf to determine how the superseded data were derived.
 QS0453
 QS0453_MARKER: DB = BENCH MARK DISK
 QS0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0453_SP_SET: ABUTMENT
 QS0453_STAMPING: G 298 1940
 QS0453_MARK LOGO: CGS
 QS0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0453
 QS0453  HISTORY     - Date     Condition        Report By
 QS0453  HISTORY     - 1940     MONUMENTED       CGS
 QS0453  HISTORY     - 1950     MARK NOT FOUND   CGS
 QS0453
 QS0453                          STATION DESCRIPTION
 QS0453
 QS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QS0453'3.6 MI E FROM WALKER.
 QS0453'3.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0453'RAILROAD FROM THE STATION AT WALKER, CORSON COUNTY, ABOUT 8 POLES
 QS0453'EAST OF MILEPOST 847, ABOUT 100 YARDS SOUTH OF THE CENTER LINE
 QS0453'OF THE TRACK, AT A BRIDGE ON U.S. HIGHWAY 12, AND IN THE TOP OF
 QS0453'THE NORTH CONCRETE HEAD WALL OF THE EAST ABUTMENT.  A STANDARD
 QS0453'DISK, STAMPED G 298 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1004 ***********************************************************************
 PU1004  DESIGNATION -  G 3 B 2
 PU1004  PID         -  PU1004
 PU1004  STATE/COUNTY-  SD/MEADE
 PU1004  COUNTRY     -  US
 PU1004  USGS QUAD   -  REDOWL (2017)
 PU1004
 PU1004                         *CURRENT SURVEY CONTROL
 PU1004  ______________________________________________________________________
 PU1004* NAD 83(1986) POSITION- 44 41 28.     (N) 102 33 34.     (W)   SCALED
 PU1004* NAVD 88 ORTHO HEIGHT -   847.856 (meters)     2781.67  (feet) ADJUSTED
 PU1004  ______________________________________________________________________
 PU1004  GEOID HEIGHT    -        -18.336 (meters)                     GEOID18
 PU1004  DYNAMIC HEIGHT  -        847.647 (meters)     2780.99  (feet) COMP
 PU1004  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 PU1004
 PU1004  VERT ORDER      -  SECOND    CLASS 0
 PU1004
 PU1004.The horizontal coordinates were scaled from a map and have
 PU1004.an estimated accuracy of +/- 6 seconds.
 PU1004
 PU1004.The orthometric height was determined by differential leveling and
 PU1004.adjusted by the NATIONAL GEODETIC SURVEY
 PU1004.in June 1991.
 PU1004
 PU1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1004.GEOID18 height accuracy estimate available here.
 PU1004
 PU1004.Click photographs - Photos may exist for this station.
 PU1004
 PU1004.The dynamic height is computed by dividing the NAVD 88
 PU1004.geopotential number by the normal gravity value computed on the
 PU1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1004.degrees latitude (g = 980.6199 gals.).
 PU1004
 PU1004.The modeled gravity was interpolated from observed gravity values.
 PU1004
 PU1004;                    North         East    Units  Estimated Accuracy
 PU1004;SPC SD N     -    98,530.      397,160.      MT  (+/- 180 meters Scaled)
 PU1004
 PU1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933515(NAD 83)
 PU1004
 PU1004                          SUPERSEDED SURVEY CONTROL
 PU1004
 PU1004  NGVD 29 (??/??/92)  847.39   (m)         2780.1    (f) COMPUTED    2 0
 PU1004
 PU1004.Superseded values are not recommended for survey control.
 PU1004
 PU1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1004.See file dsdata.pdf to determine how the superseded data were derived.
 PU1004
 PU1004_MARKER: Z = SEE DESCRIPTION
 PU1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1004_SP_SET: PIER
 PU1004_STAMPING: G3 B2
 PU1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1004
 PU1004  HISTORY     - Date     Condition        Report By
 PU1004  HISTORY     - UNK      MONUMENTED       USAF
 PU1004  HISTORY     - 1962     GOOD             CGS
 PU1004
 PU1004                          STATION DESCRIPTION
 PU1004
 PU1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1004'0.5 MILE SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE POST
 PU1004'OFFICE AND STORE AT RED OWL, 143 FEET NORTH-NORTHWEST OF
 PU1004'THE CENTER LINE OF THE ROAD, 93 FEET NORTH-NORTHWEST OF A FENCE,
 PU1004'AND MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS
 PU1004'5.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0468 ***********************************************************************
 QS0468  DESIGNATION -  G 30
 QS0468  PID         -  QS0468
 QS0468  STATE/COUNTY-  SD/DEWEY
 QS0468  COUNTRY     -  US
 QS0468  USGS QUAD   -  TIMBER LAKE (2017)
 QS0468
 QS0468                         *CURRENT SURVEY CONTROL
 QS0468  ______________________________________________________________________
 QS0468* NAD 83(1986) POSITION- 45 26 29.     (N) 101 00 03.     (W)   SCALED
 QS0468* NAVD 88 ORTHO HEIGHT -   656.421 (meters)     2153.61  (feet) ADJUSTED
 QS0468  ______________________________________________________________________
 QS0468  GEOID HEIGHT    -        -21.267 (meters)                     GEOID18
 QS0468  DYNAMIC HEIGHT  -        656.330 (meters)     2153.31  (feet) COMP
 QS0468  MODELED GRAVITY -    980,456.6   (mgal)                       NAVD 88
 QS0468
 QS0468  VERT ORDER      -  FIRST     CLASS II
 QS0468
 QS0468.The horizontal coordinates were scaled from a map and have
 QS0468.an estimated accuracy of +/- 6 seconds.
 QS0468
 QS0468.The orthometric height was determined by differential leveling and
 QS0468.adjusted by the NATIONAL GEODETIC SURVEY
 QS0468.in June 1991.
 QS0468
 QS0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0468.GEOID18 height accuracy estimate available here.
 QS0468
 QS0468.Click photographs - Photos may exist for this station.
 QS0468
 QS0468.The dynamic height is computed by dividing the NAVD 88
 QS0468.geopotential number by the normal gravity value computed on the
 QS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0468.degrees latitude (g = 980.6199 gals.).
 QS0468
 QS0468.The modeled gravity was interpolated from observed gravity values.
 QS0468
 QS0468;                    North         East    Units  Estimated Accuracy
 QS0468;SPC SD N     -   179,180.      521,700.      MT  (+/- 180 meters Scaled)
 QS0468
 QS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR435339(NAD 83)
 QS0468
 QS0468                          SUPERSEDED SURVEY CONTROL
 QS0468
 QS0468  NGVD 29 (??/??/92)  655.992  (m)         2152.20   (f) ADJ UNCH    1 2
 QS0468
 QS0468.Superseded values are not recommended for survey control.
 QS0468
 QS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0468.See file dsdata.pdf to determine how the superseded data were derived.
 QS0468
 QS0468_MARKER: DB = BENCH MARK DISK
 QS0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0468_STAMPING: G 30 1934
 QS0468_MARK LOGO: CGS
 QS0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0468+STABILITY: SURFACE MOTION
 QS0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0468+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0468
 QS0468  HISTORY     - Date     Condition        Report By
 QS0468  HISTORY     - 1934     MONUMENTED       CGS
 QS0468  HISTORY     - 1941     GOOD             CGS
 QS0468  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0468  HISTORY     - 19990623 GOOD             NGS
 QS0468
 QS0468                          STATION DESCRIPTION
 QS0468
 QS0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0468'3.8 MI E FROM TIMBER LAKE.
 QS0468'3.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0468'RAILROAD FROM TIMBER LAKE, DEWEY COUNTY, 28 YARDS NORTH OF
 QS0468'MILEPOST 36, AT A ROAD CROSSING, 24 FEET WEST OF THE CENTERLINE
 QS0468'OF THE ROAD, AND 52 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 QS0468'A STANDARD DISK, STAMPED G 30 1934 AND SET IN THE TOP OF A CONCRETE
 QS0468'POST.
 QS0468
 QS0468                          STATION RECOVERY (1941)
 QS0468
 QS0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0468'RECOVERED IN GOOD CONDITION.
 QS0468
 QS0468                          STATION RECOVERY (1976)
 QS0468
 QS0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0468'THERE HAS BEEN ROAD CONSTRUCTION AT BM LOCATION, POSSIBLY DESTROYED.
 QS0468
 QS0468                          STATION RECOVERY (1999)
 QS0468
 QS0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0468'6.0 KM (3.70 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 QS0468'IN TIMBER LAKE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED
 QS0468'ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A RAILROAD GRADE (TRACK
 QS0468'REMOVED), 28.8 M (94.5 FT) NORTHWEST OF THE SOUTHWEST END OF A GATE,
 QS0468'13.9 M (45.6 FT) NORTHWEST OF THE CENTER OF THE GRADE, 1.8 M (5.9 FT)
 QS0468'SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE GRADE, 0.2
 QS0468'M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 QS0468'THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY JIM
 QS0468'KESLING, 615 8TH AVENUE WEST, MOBRIDGE, SD 57601.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0489 ***********************************************************************
 OR0489  DESIGNATION -  G 300
 OR0489  PID         -  OR0489
 OR0489  STATE/COUNTY-  SD/BRULE
 OR0489  COUNTRY     -  US
 OR0489  USGS QUAD   -  RED LAKE WEST (2017)
 OR0489
 OR0489                         *CURRENT SURVEY CONTROL
 OR0489  ______________________________________________________________________
 OR0489* NAD 83(1986) POSITION- 43 43 01.     (N) 099 18 42.     (W)   SCALED
 OR0489* NAVD 88 ORTHO HEIGHT -   498.949 (meters)     1636.97  (feet) ADJUSTED
 OR0489  ______________________________________________________________________
 OR0489  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 OR0489  DYNAMIC HEIGHT  -        498.806 (meters)     1636.50  (feet) COMP
 OR0489  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 OR0489
 OR0489  VERT ORDER      -  SECOND    CLASS 0
 OR0489
 OR0489.The horizontal coordinates were scaled from a map and have
 OR0489.an estimated accuracy of +/- 6 seconds.
 OR0489
 OR0489.The orthometric height was determined by differential leveling and
 OR0489.adjusted by the NATIONAL GEODETIC SURVEY
 OR0489.in June 1991.
 OR0489
 OR0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0489.GEOID18 height accuracy estimate available here.
 OR0489
 OR0489.Click photographs - Photos may exist for this station.
 OR0489
 OR0489.The dynamic height is computed by dividing the NAVD 88
 OR0489.geopotential number by the normal gravity value computed on the
 OR0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0489.degrees latitude (g = 980.6199 gals.).
 OR0489
 OR0489.The modeled gravity was interpolated from observed gravity values.
 OR0489
 OR0489;                    North         East    Units  Estimated Accuracy
 OR0489;SPC SD S     -   154,210.      682,320.      MT  (+/- 180 meters Scaled)
 OR0489
 OR0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748404(NAD 83)
 OR0489
 OR0489                          SUPERSEDED SURVEY CONTROL
 OR0489
 OR0489  NGVD 29 (??/??/92)  498.606  (m)         1635.84   (f) ADJ UNCH    2 0
 OR0489
 OR0489.Superseded values are not recommended for survey control.
 OR0489
 OR0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0489.See file dsdata.pdf to determine how the superseded data were derived.
 OR0489
 OR0489_MARKER: DB = BENCH MARK DISK
 OR0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0489_STAMPING: G 300 1945
 OR0489_MARK LOGO: CGS
 OR0489_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0489+STABILITY: SURFACE MOTION
 OR0489
 OR0489  HISTORY     - Date     Condition        Report By
 OR0489  HISTORY     - 1945     MONUMENTED       CGS
 OR0489  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0489
 OR0489                          STATION DESCRIPTION
 OR0489
 OR0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0489'6.9 MI SE FROM CHAMBERLAIN.
 OR0489'6.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0489'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0489'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0489'THENCE 4.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0489'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 32 FEET EAST OF THE
 OR0489'CENTER LINE OF THE GRAVEL ROAD, 32 FEET NORTH OF THE CENTER LINE
 OR0489'OF THE DIRT ROAD, 8 FEET SOUTH OF A POLE, 1 FOOT WEST OF A FENCE,
 OR0489'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 OR0489'LOWER THAN THE GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE
 OR0489'POST PROJECTING 5 INCHES ABOVE GROUND.
 OR0489
 OR0489                          STATION RECOVERY (1974)
 OR0489
 OR0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0683 ***********************************************************************
 OR0683  DESIGNATION -  G 301
 OR0683  PID         -  OR0683
 OR0683  STATE/COUNTY-  SD/CHARLES MIX
 OR0683  COUNTRY     -  US
 OR0683  USGS QUAD   -  LUCAS NW (2017)
 OR0683
 OR0683                         *CURRENT SURVEY CONTROL
 OR0683  ______________________________________________________________________
 OR0683* NAD 83(1986) POSITION- 43 27 49.     (N) 099 08 27.     (W)   SCALED
 OR0683* NAVD 88 ORTHO HEIGHT -   533.149 (meters)     1749.17  (feet) ADJUSTED
 OR0683  ______________________________________________________________________
 OR0683  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 OR0683  DYNAMIC HEIGHT  -        532.971 (meters)     1748.59  (feet) COMP
 OR0683  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OR0683
 OR0683  VERT ORDER      -  SECOND    CLASS 0
 OR0683
 OR0683.The horizontal coordinates were scaled from a map and have
 OR0683.an estimated accuracy of +/- 6 seconds.
 OR0683
 OR0683.The orthometric height was determined by differential leveling and
 OR0683.adjusted by the NATIONAL GEODETIC SURVEY
 OR0683.in June 1991.
 OR0683
 OR0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0683.GEOID18 height accuracy estimate available here.
 OR0683
 OR0683.Click photographs - Photos may exist for this station.
 OR0683
 OR0683.The dynamic height is computed by dividing the NAVD 88
 OR0683.geopotential number by the normal gravity value computed on the
 OR0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0683.degrees latitude (g = 980.6199 gals.).
 OR0683
 OR0683.The modeled gravity was interpolated from observed gravity values.
 OR0683
 OR0683;                    North         East    Units  Estimated Accuracy
 OR0683;SPC SD S     -   126,260.      696,490.      MT  (+/- 180 meters Scaled)
 OR0683
 OR0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP886123(NAD 83)
 OR0683
 OR0683                          SUPERSEDED SURVEY CONTROL
 OR0683
 OR0683  NGVD 29 (??/??/92)  532.795  (m)         1748.01   (f) ADJ UNCH    2 0
 OR0683
 OR0683.Superseded values are not recommended for survey control.
 OR0683
 OR0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0683.See file dsdata.pdf to determine how the superseded data were derived.
 OR0683
 OR0683_MARKER: DB = BENCH MARK DISK
 OR0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0683_STAMPING: G 301 1945
 OR0683_MARK LOGO: CGS
 OR0683_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0683+STABILITY: SURFACE MOTION
 OR0683
 OR0683  HISTORY     - Date     Condition        Report By
 OR0683  HISTORY     - 1945     MONUMENTED       CGS
 OR0683  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0683
 OR0683                          STATION DESCRIPTION
 OR0683
 OR0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0683'3.5 MI NW FROM ACADEMY.
 OR0683'3.5 MILES NORTHWEST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0683'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0683'THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD, AND THENCE 0.4 MILE
 OR0683'NORTH ALONG A GRADED DIRT ROAD.  IT IS AT THE MIDDLE OF THE WEST
 OR0683'SIDE OF A SMALL GROVE OF CEDAR TREES, 35.5 FEET EAST OF THE CENTER
 OR0683'LINE OF THE ROAD, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 OR0683'AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 OR0683'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OR0683
 OR0683                          STATION RECOVERY (1971)
 OR0683
 OR0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0450 ***********************************************************************
 OR0450  DESIGNATION -  G 302
 OR0450  PID         -  OR0450
 OR0450  STATE/COUNTY-  SD/LYMAN
 OR0450  COUNTRY     -  US
 OR0450  USGS QUAD   -  OACOMA (2017)
 OR0450
 OR0450                         *CURRENT SURVEY CONTROL
 OR0450  ______________________________________________________________________
 OR0450* NAD 83(1986) POSITION- 43 47 31.34   (N) 099 25 59.87   (W)   HD_HELD1
 OR0450* NAVD 88 ORTHO HEIGHT -   510.310 (meters)     1674.24  (feet) ADJUSTED
 OR0450  ______________________________________________________________________
 OR0450  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 OR0450  DYNAMIC HEIGHT  -        510.171 (meters)     1673.79  (feet) COMP
 OR0450  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 OR0450
 OR0450  VERT ORDER      -  SECOND    CLASS 0
 OR0450
 OR0450.The horizontal coordinates were determined by differentially corrected
 OR0450.hand held GPS observations or other comparable positioning techniques
 OR0450.and have an estimated accuracy of +/- 3 meters.
 OR0450
 OR0450.The orthometric height was determined by differential leveling and
 OR0450.adjusted by the NATIONAL GEODETIC SURVEY
 OR0450.in June 1991.
 OR0450
 OR0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0450.GEOID18 height accuracy estimate available here.
 OR0450
 OR0450.Click photographs - Photos may exist for this station.
 OR0450
 OR0450.The dynamic height is computed by dividing the NAVD 88
 OR0450.geopotential number by the normal gravity value computed on the
 OR0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0450.degrees latitude (g = 980.6199 gals.).
 OR0450
 OR0450.The modeled gravity was interpolated from observed gravity values.
 OR0450
 OR0450;                    North         East    Units  Estimated Accuracy
 OR0450;SPC SD S     -   162,442.6     672,432.3     MT  (+/- 3 meters HH1 GPS) 
 OR0450
 OR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6513948866(NAD 83)
 OR0450
 OR0450                          SUPERSEDED SURVEY CONTROL
 OR0450
 OR0450  NGVD 29 (??/??/92)  509.978  (m)         1673.15   (f) ADJ UNCH    2 0
 OR0450
 OR0450.Superseded values are not recommended for survey control.
 OR0450
 OR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0450.See file dsdata.pdf to determine how the superseded data were derived.
 OR0450
 OR0450_MARKER: DB = BENCH MARK DISK
 OR0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0450_STAMPING: G 302 1945
 OR0450_MARK LOGO: CGS
 OR0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0450+STABILITY: SURFACE MOTION
 OR0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0450+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 OR0450
 OR0450  HISTORY     - Date     Condition        Report By
 OR0450  HISTORY     - 1945     MONUMENTED       CGS
 OR0450  HISTORY     - 1984     GOOD             NGS
 OR0450  HISTORY     - 19840629 GOOD             NGS
 OR0450  HISTORY     - 20050713 GOOD             GEOCAC
 OR0450
 OR0450                          STATION DESCRIPTION
 OR0450
 OR0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0450'0.8 MI W FROM OACOMA.
 OR0450'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0450'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0450'AT OACOMA, LYMAN COUNTY, 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0450'47, NEAR THE TOP OF A STEEP HILL, AT THE INSIDE OF A CURVE, 250
 OR0450'FEET SOUTHWEST OF A 5- BY 5-FOOT CONCRETE CULVERT, 32-1/2 FEET
 OR0450'NORTH OF THE CENTERLINE OF THE HIGHWAY, 114 FEET SOUTH OF A FENCE,
 OR0450'50-1/2 FEET NORTHWEST OF THE EAST END OF A GUARDRAIL FENCE, 2 FEET
 OR0450'WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 OR0450'HIGHWAY.  A STANDARD DISK, STAMPED G 302 1945 AND SET IN THE TOP
 OR0450'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0450
 OR0450                          STATION RECOVERY (1984)
 OR0450
 OR0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0450'0.15 KM (0.1 MI)F NORTH ON ASPHALT ROAD, FROM EXIT 260 ON INTERSTATE
 OR0450'90 IN OACOMA, THENCE WEST 1.5 KM (0.95 MI), THENCE SOUTH AND WEST 2.7
 OR0450'KM (1.7 MI) TO FORK, THENCE RIGHT, UPHILL, 1.6 KM (1.0 MI) TO MARK ON
 OR0450'THE RIGHT, 9.9 M (32.5 FT) NORTH OF CENTER OF ROAD, 0.6 M (2 FT) WEST
 OR0450'OF A WITNESS POST.
 OR0450
 OR0450                          STATION RECOVERY (1984)
 OR0450
 OR0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OR0450'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST-SOUTHWEST OF OACOMA,
 OR0450'ALONG THE NORTH SIDE OF A GRAVELED ROAD, AT A SHARP CURVE IN THE ROAD,
 OR0450'JUST NORTHEAST OF OACOMA 1948 AZ MK.  TO REACH THE STATION FROM EXIT
 OR0450'260 ON INTERSTATE 90 IN OACOMA, GO NORTH ON ASPHALT ROAD FOR 0.15 KM
 OR0450'(0.10 MI) TO OLD HIGHWAY 16.  GO WEST ON OLD HIGHWAY FOR 1.5 KM (0.95
 OR0450'MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH AND WEST FOR 2.7 KM
 OR0450'(1.65 MI) TO A FORK.  KEEP RIGHT AND GO UPHILL ON GRAVELED ROAD FOR
 OR0450'1.6 KM (1.00 MI) TO MARK ON THE RIGHT.  THE STATION IS A STANDARD CGS
 OR0450'BENCH MARK DISK STAMPED G 302 1945 SET INTO THE TOP OF A SQUARE
 OR0450'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE AND PROJECTING 5 CM (2
 OR0450'INCHES).  IT IS 10 METERS (32.8 FT) NORTH OF THE CENTER OF THE ROAD
 OR0450'AND 0.6 METER (2.0 FT) WEST OF A WITNESS POST.
 OR0450
 OR0450                          STATION RECOVERY (2005)
 OR0450
 OR0450'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR0450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0634 ***********************************************************************
 OR0634  DESIGNATION -  G 303
 OR0634  PID         -  OR0634
 OR0634  STATE/COUNTY-  SD/GREGORY
 OR0634  COUNTRY     -  US
 OR0634  USGS QUAD   -  DIXON SW (2017)
 OR0634
 OR0634                         *CURRENT SURVEY CONTROL
 OR0634  ______________________________________________________________________
 OR0634* NAD 83(1986) POSITION- 43 15 20.     (N) 099 26 04.     (W)   SCALED
 OR0634* NAVD 88 ORTHO HEIGHT -   664.515 (meters)     2180.16  (feet) ADJUSTED
 OR0634  ______________________________________________________________________
 OR0634  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 OR0634  DYNAMIC HEIGHT  -        664.263 (meters)     2179.34  (feet) COMP
 OR0634  MODELED GRAVITY -    980,219.7   (mgal)                       NAVD 88
 OR0634
 OR0634  VERT ORDER      -  SECOND    CLASS 0
 OR0634
 OR0634.The horizontal coordinates were scaled from a map and have
 OR0634.an estimated accuracy of +/- 6 seconds.
 OR0634
 OR0634.The orthometric height was determined by differential leveling and
 OR0634.adjusted by the NATIONAL GEODETIC SURVEY
 OR0634.in June 1991.
 OR0634
 OR0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0634.GEOID18 height accuracy estimate available here.
 OR0634
 OR0634.Click photographs - Photos may exist for this station.
 OR0634
 OR0634.The dynamic height is computed by dividing the NAVD 88
 OR0634.geopotential number by the normal gravity value computed on the
 OR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0634.degrees latitude (g = 980.6199 gals.).
 OR0634
 OR0634.The modeled gravity was interpolated from observed gravity values.
 OR0634
 OR0634;                    North         East    Units  Estimated Accuracy
 OR0634;SPC SD S     -   102,850.      672,990.      MT  (+/- 180 meters Scaled)
 OR0634
 OR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647892(NAD 83)
 OR0634
 OR0634                          SUPERSEDED SURVEY CONTROL
 OR0634
 OR0634  NGVD 29 (??/??/92)  664.18   (m)         2179.1    (f) COMPUTED    2 0
 OR0634
 OR0634.Superseded values are not recommended for survey control.
 OR0634
 OR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0634.See file dsdata.pdf to determine how the superseded data were derived.
 OR0634
 OR0634_MARKER: DB = BENCH MARK DISK
 OR0634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0634_SP_SET: CULVERT HEADWALL
 OR0634_STAMPING: G 303 1945
 OR0634_MARK LOGO: CGS
 OR0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0634+STABILITY: SURFACE MOTION
 OR0634
 OR0634  HISTORY     - Date     Condition        Report By
 OR0634  HISTORY     - 1945     MONUMENTED       CGS
 OR0634
 OR0634                          STATION DESCRIPTION
 OR0634
 OR0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0634'1.8 MI N FROM GREGORY.
 OR0634'TO REACH FROM THE POST OFFICE AT GREGORY GO WEST 0.2 MILE, THENCE
 OR0634'NORTH 1.7 MILES ALONG STATE HIGHWAY NO. 47 TO SITE OF MARK, BENCH
 OR0634'MARK IS AT THE INTERSECTION OF THE HIGHWAY AND AN EAST-WEST
 OR0634'SECTION FENCE LINE, ON TOP OF THE NORTH END OF THE WEST CONCRETE
 OR0634'HEADWALL OF A TUBE CULVERT.  AN IRON DISK STAMPED G 303 1945 SET
 OR0634'IN A DRILL HOLE IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0635 ***********************************************************************
 OR0635  DESIGNATION -  G 303 RESET
 OR0635  PID         -  OR0635
 OR0635  STATE/COUNTY-  SD/GREGORY
 OR0635  COUNTRY     -  US
 OR0635  USGS QUAD   -  DIXON SW (2017)
 OR0635
 OR0635                         *CURRENT SURVEY CONTROL
 OR0635  ______________________________________________________________________
 OR0635* NAD 83(1986) POSITION- 43 15 20.     (N) 099 26 04.     (W)   SCALED
 OR0635* NAVD 88 ORTHO HEIGHT -   666.36  (+/-2cm)     2186.2   (feet) VERTCON3
 OR0635  ______________________________________________________________________
 OR0635  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 OR0635  VERT ORDER      -  THIRD (See Below)
 OR0635
 OR0635.The horizontal coordinates were scaled from a map and have
 OR0635.an estimated accuracy of +/- 6 seconds.
 OR0635
 OR0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0635
 OR0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0635.GEOID18 height accuracy estimate available here.
 OR0635
 OR0635.The vertical order pertains to the NGVD 29 superseded value.
 OR0635
 OR0635.Click photographs - Photos may exist for this station.
 OR0635
 OR0635;                    North         East    Units  Estimated Accuracy
 OR0635;SPC SD S     -   102,850.      672,990.      MT  (+/- 180 meters Scaled)
 OR0635
 OR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647892(NAD 83)
 OR0635
 OR0635                          SUPERSEDED SURVEY CONTROL
 OR0635
 OR0635  NGVD 29 (??/??/??)  666.02   (m)         2185.1    (f) RESET       3  
 OR0635
 OR0635.Superseded values are not recommended for survey control.
 OR0635
 OR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0635.See file dsdata.pdf to determine how the superseded data were derived.
 OR0635
 OR0635_MARKER: DB = BENCH MARK DISK
 OR0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0635_STAMPING: G 303 RESET 1958
 OR0635_MARK LOGO: CGS
 OR0635_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0635+STABILITY: SURFACE MOTION
 OR0635
 OR0635  HISTORY     - Date     Condition        Report By
 OR0635  HISTORY     - 1958     MONUMENTED       CGS
 OR0635
 OR0635                          STATION DESCRIPTION
 OR0635
 OR0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0635'2 MI N FROM GREGORY.
 OR0635'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0635'WITH U.S. HIGHWAY 18 AT GREGORY, GREGORY COUNTY, NEAR THE BOTTOM
 OR0635'OF A DRAW, AT A T-FENCE LEADING EAST, 101 FEET EAST OF THE
 OR0635'CENTERLINE OF THE HIGHWAY AND 1/2 FOOT NORTH OF THE EAST-WEST
 OR0635'FENCE LINE.  A STANDARD DISK, STAMPED G 303 RESET 1958 AND SET
 OR0635'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0155 ***********************************************************************
 QS0155  DESIGNATION -  G 304
 QS0155  PID         -  QS0155
 QS0155  STATE/COUNTY-  SD/DEWEY
 QS0155  COUNTRY     -  US
 QS0155  USGS QUAD   -  MOREAU NW (2017)
 QS0155
 QS0155                         *CURRENT SURVEY CONTROL
 QS0155  ______________________________________________________________________
 QS0155* NAD 83(1986) POSITION- 45 24 39.     (N) 100 28 01.     (W)   SCALED
 QS0155* NAVD 88 ORTHO HEIGHT -   562.102 (meters)     1844.16  (feet) ADJUSTED
 QS0155  ______________________________________________________________________
 QS0155  GEOID HEIGHT    -        -21.838 (meters)                     GEOID18
 QS0155  DYNAMIC HEIGHT  -        562.051 (meters)     1844.00  (feet) COMP
 QS0155  MODELED GRAVITY -    980,507.5   (mgal)                       NAVD 88
 QS0155
 QS0155  VERT ORDER      -  SECOND    CLASS 0
 QS0155
 QS0155.The horizontal coordinates were scaled from a map and have
 QS0155.an estimated accuracy of +/- 6 seconds.
 QS0155
 QS0155.The orthometric height was determined by differential leveling and
 QS0155.adjusted by the NATIONAL GEODETIC SURVEY
 QS0155.in June 1991.
 QS0155
 QS0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0155.GEOID18 height accuracy estimate available here.
 QS0155
 QS0155.Click photographs - Photos may exist for this station.
 QS0155
 QS0155.The dynamic height is computed by dividing the NAVD 88
 QS0155.geopotential number by the normal gravity value computed on the
 QS0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0155.degrees latitude (g = 980.6199 gals.).
 QS0155
 QS0155.The modeled gravity was interpolated from observed gravity values.
 QS0155
 QS0155;                    North         East    Units  Estimated Accuracy
 QS0155;SPC SD N     -   175,400.      563,450.      MT  (+/- 180 meters Scaled)
 QS0155
 QS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR852296(NAD 83)
 QS0155
 QS0155                          SUPERSEDED SURVEY CONTROL
 QS0155
 QS0155  NGVD 29 (??/??/92)  561.745  (m)         1842.99   (f) ADJ UNCH    2 0
 QS0155
 QS0155.Superseded values are not recommended for survey control.
 QS0155
 QS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0155.See file dsdata.pdf to determine how the superseded data were derived.
 QS0155
 QS0155_MARKER: DB = BENCH MARK DISK
 QS0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0155_STAMPING: G 304 1945
 QS0155_MARK LOGO: CGS
 QS0155_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0155+STABILITY: SURFACE MOTION
 QS0155
 QS0155  HISTORY     - Date     Condition        Report By
 QS0155  HISTORY     - 1945     MONUMENTED       CGS
 QS0155
 QS0155                          STATION DESCRIPTION
 QS0155
 QS0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0155'11.8 MI SW FROM MOBRIDGE.
 QS0155'TO REACH FROM THE POST OFFICE IN MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0155'WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST
 QS0155'1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 6.6 MILES
 QS0155'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 97
 QS0155'YARDS WEST NORTHWEST OF THE NORTHEAST END OF A TWO TUBE CORRUGATED
 QS0155'IRON CULVERT, 58.0 FEET NORTH EAST OF AND ABOUT 1.0 FOOT HIGHER
 QS0155'THAN CENTERLINE OF ROAD, 17.0 FEET WEST OF A LARGE BOULDER,
 QS0155'1.5 FEET WEST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED G
 QS0155'304 1945 IS SET IN TOP OF A CONCRETE POST WHICH PROJECTS 5
 QS0155'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0179 ***********************************************************************
 QS0179  DESIGNATION -  G 305
 QS0179  PID         -  QS0179
 QS0179  STATE/COUNTY-  SD/DEWEY
 QS0179  COUNTRY     -  US
 QS0179  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0179
 QS0179                         *CURRENT SURVEY CONTROL
 QS0179  ______________________________________________________________________
 QS0179* NAD 83(1986) POSITION- 45 08 22.16   (N) 100 18 01.37   (W)   HD_HELD1
 QS0179* NAVD 88 ORTHO HEIGHT -   474.840 (meters)     1557.87  (feet) ADJUSTED
 QS0179  ______________________________________________________________________
 QS0179  GEOID HEIGHT    -        -22.293 (meters)                     GEOID18
 QS0179  DYNAMIC HEIGHT  -        474.780 (meters)     1557.67  (feet) COMP
 QS0179  MODELED GRAVITY -    980,476.7   (mgal)                       NAVD 88
 QS0179
 QS0179  VERT ORDER      -  SECOND    CLASS 0
 QS0179
 QS0179.The horizontal coordinates were determined by differentially corrected
 QS0179.hand held GPS observations or other comparable positioning techniques
 QS0179.and have an estimated accuracy of +/- 3 meters.
 QS0179
 QS0179.The orthometric height was determined by differential leveling and
 QS0179.adjusted by the NATIONAL GEODETIC SURVEY
 QS0179.in June 1991.
 QS0179
 QS0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0179.GEOID18 height accuracy estimate available here.
 QS0179
 QS0179.Click photographs - Photos may exist for this station.
 QS0179
 QS0179.The dynamic height is computed by dividing the NAVD 88
 QS0179.geopotential number by the normal gravity value computed on the
 QS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0179.degrees latitude (g = 980.6199 gals.).
 QS0179
 QS0179.The modeled gravity was interpolated from observed gravity values.
 QS0179
 QS0179;                    North         East    Units  Estimated Accuracy
 QS0179;SPC SD N     -   145,187.4     576,374.9     MT  (+/- 3 meters HH1 GPS) 
 QS0179
 QS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9775999268(NAD 83)
 QS0179
 QS0179                          SUPERSEDED SURVEY CONTROL
 QS0179
 QS0179  NGVD 29 (??/??/92)  474.472  (m)         1556.66   (f) ADJ UNCH    2 0
 QS0179
 QS0179.Superseded values are not recommended for survey control.
 QS0179
 QS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0179.See file dsdata.pdf to determine how the superseded data were derived.
 QS0179
 QS0179_MARKER: DB = BENCH MARK DISK
 QS0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0179_STAMPING: G 305 1945
 QS0179_MARK LOGO: CGS
 QS0179_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0179+STABILITY: SURFACE MOTION
 QS0179
 QS0179  HISTORY     - Date     Condition        Report By
 QS0179  HISTORY     - 1945     MONUMENTED       CGS
 QS0179
 QS0179                          STATION DESCRIPTION
 QS0179
 QS0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0179'11.5 MI NW FROM CHEYENNE AGENCY.
 QS0179'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0179'WESTERLY 11.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0179'MARK IS ABOUT 150 YARDS SOUTH OF A CULVERT, 50.5 FEET WEST OF AND
 QS0179'ABOUT LEVEL WITH CENTERLINE OF ROAD, 5.0 FEET NORTH OF A TELEPHONE
 QS0179'POLE AND IN LINE WITH A ROW OF POLES WEST OF ROAD, 2.0 FEET SOUTH
 QS0179'OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED G 305 1945 IS SET
 QS0179'IN TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0132 ***********************************************************************
 QS0132  DESIGNATION -  G 306
 QS0132  PID         -  QS0132
 QS0132  STATE/COUNTY-  SD/CORSON
 QS0132  COUNTRY     -  US
 QS0132  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0132
 QS0132                         *CURRENT SURVEY CONTROL
 QS0132  ______________________________________________________________________
 QS0132* NAD 83(1986) POSITION- 45 43 51.76   (N) 100 28 46.60   (W)   HD_HELD1
 QS0132* NAVD 88 ORTHO HEIGHT -   577.829 (meters)     1895.76  (feet) ADJUSTED
 QS0132  ______________________________________________________________________
 QS0132  GEOID HEIGHT    -        -21.656 (meters)                     GEOID18
 QS0132  DYNAMIC HEIGHT  -        577.780 (meters)     1895.60  (feet) COMP
 QS0132  MODELED GRAVITY -    980,512.7   (mgal)                       NAVD 88
 QS0132
 QS0132  VERT ORDER      -  FIRST     CLASS II
 QS0132
 QS0132.The horizontal coordinates were determined by differentially corrected
 QS0132.hand held GPS observations or other comparable positioning techniques
 QS0132.and have an estimated accuracy of +/- 3 meters.
 QS0132
 QS0132.The orthometric height was determined by differential leveling and
 QS0132.adjusted by the NATIONAL GEODETIC SURVEY
 QS0132.in June 1991.
 QS0132
 QS0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0132.GEOID18 height accuracy estimate available here.
 QS0132
 QS0132.Click photographs - Photos may exist for this station.
 QS0132
 QS0132.The dynamic height is computed by dividing the NAVD 88
 QS0132.geopotential number by the normal gravity value computed on the
 QS0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0132.degrees latitude (g = 980.6199 gals.).
 QS0132
 QS0132.The modeled gravity was interpolated from observed gravity values.
 QS0132
 QS0132;                    North         East    Units  Estimated Accuracy
 QS0132;SPC SD N     -   210,997.6     562,668.0     MT  (+/- 3 meters HH1 GPS) 
 QS0132
 QS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8487665229(NAD 83)
 QS0132
 QS0132                          SUPERSEDED SURVEY CONTROL
 QS0132
 QS0132  NGVD 29 (??/??/92)  577.440  (m)         1894.48   (f) ADJ UNCH    1 2
 QS0132
 QS0132.Superseded values are not recommended for survey control.
 QS0132
 QS0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0132.See file dsdata.pdf to determine how the superseded data were derived.
 QS0132
 QS0132_MARKER: DB = BENCH MARK DISK
 QS0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0132_STAMPING: G 306 1945
 QS0132_MARK LOGO: CGS
 QS0132_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0132+STABILITY: SURFACE MOTION
 QS0132
 QS0132  HISTORY     - Date     Condition        Report By
 QS0132  HISTORY     - 1945     MONUMENTED       CGS
 QS0132  HISTORY     - 1971     GOOD             NGS
 QS0132
 QS0132                          STATION DESCRIPTION
 QS0132
 QS0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0132'7.5 MI NE FROM WAKPALA.
 QS0132'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0132'ALONG A GRAVELED ROAD, THENCE NORTH 5.0 MILES ALONG A GRADED
 QS0132'DIRT ROAD TO SITE OF MARK BENCH MARK IS AT THE EAST END OF AN
 QS0132'EAST-WEST JOG IN THE ROAD, 64.0 FEET SOUTHEAST OF AND ABOUT 1.0
 QS0132'FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 9.5 FEET WEST OF A
 QS0132'FENCE CORNER, 1.5 FEET NORTH OF A FENCE AND 1.5 FEET EAST OF A
 QS0132'4 X 4 MARKER POST.  A BRONZE DISK STAMPED G 306 1945 SET IN THE
 QS0132'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 QS0132
 QS0132                          STATION RECOVERY (1971)
 QS0132
 QS0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QS0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0353 ***********************************************************************
 QS0353  DESIGNATION -  G 307
 QS0353  PID         -  QS0353
 QS0353  STATE/COUNTY-  SD/CORSON
 QS0353  COUNTRY     -  US
 QS0353  USGS QUAD   -  WAKPALA (2017)
 QS0353
 QS0353                         *CURRENT SURVEY CONTROL
 QS0353  ______________________________________________________________________
 QS0353* NAD 83(1986) POSITION- 45 41 17.     (N) 100 32 53.     (W)   SCALED
 QS0353* NAVD 88 ORTHO HEIGHT -   511.629 (meters)     1678.57  (feet) ADJUSTED
 QS0353  ______________________________________________________________________
 QS0353  GEOID HEIGHT    -        -21.554 (meters)                     GEOID18
 QS0353  DYNAMIC HEIGHT  -        511.588 (meters)     1678.44  (feet) COMP
 QS0353  MODELED GRAVITY -    980,521.1   (mgal)                       NAVD 88
 QS0353
 QS0353  VERT ORDER      -  SECOND    CLASS 0
 QS0353
 QS0353.The horizontal coordinates were scaled from a map and have
 QS0353.an estimated accuracy of +/- 6 seconds.
 QS0353
 QS0353.The orthometric height was determined by differential leveling and
 QS0353.adjusted by the NATIONAL GEODETIC SURVEY
 QS0353.in June 1991.
 QS0353
 QS0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0353.GEOID18 height accuracy estimate available here.
 QS0353
 QS0353.Click photographs - Photos may exist for this station.
 QS0353
 QS0353.The dynamic height is computed by dividing the NAVD 88
 QS0353.geopotential number by the normal gravity value computed on the
 QS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0353.degrees latitude (g = 980.6199 gals.).
 QS0353
 QS0353.The modeled gravity was interpolated from observed gravity values.
 QS0353
 QS0353;                    North         East    Units  Estimated Accuracy
 QS0353;SPC SD N     -   206,250.      557,310.      MT  (+/- 180 meters Scaled)
 QS0353
 QS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR794605(NAD 83)
 QS0353
 QS0353                          SUPERSEDED SURVEY CONTROL
 QS0353
 QS0353  NGVD 29 (??/??/92)  511.252  (m)         1677.33   (f) ADJ UNCH    2 0
 QS0353
 QS0353.Superseded values are not recommended for survey control.
 QS0353
 QS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0353.See file dsdata.pdf to determine how the superseded data were derived.
 QS0353
 QS0353_MARKER: DB = BENCH MARK DISK
 QS0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0353_STAMPING: G 307 1945
 QS0353_MARK LOGO: CGS
 QS0353_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0353+STABILITY: SURFACE MOTION
 QS0353
 QS0353  HISTORY     - Date     Condition        Report By
 QS0353  HISTORY     - 1945     MONUMENTED       CGS
 QS0353
 QS0353                          STATION DESCRIPTION
 QS0353
 QS0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0353'2.2 MI NW FROM WAKPALA.
 QS0353'2.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0353'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, CORSON COUNTY,
 QS0353'100 YARDS NORTHEAST ACROSS THE TRACK FROM MILEPOST 819, 30 FEET
 QS0353'NORTHWEST OF A DRAINAGE DITCH, 48 FEET NORTHEAST OF THE CENTER
 QS0353'LINE OF THE TRACK, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1
 QS0353'FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 QS0353'LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED G 307
 QS0353'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 QS0353'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0212 ***********************************************************************
 QS0212  DESIGNATION -  G 308
 QS0212  PID         -  QS0212
 QS0212  STATE/COUNTY-  SD/POTTER
 QS0212  COUNTRY     -  US
 QS0212  USGS QUAD   -  LAKE HURLEY (2017)
 QS0212
 QS0212                         *CURRENT SURVEY CONTROL
 QS0212  ______________________________________________________________________
 QS0212* NAD 83(1986) POSITION- 45 00 51.     (N) 100 08 22.     (W)   SCALED
 QS0212* NAVD 88 ORTHO HEIGHT -   591.456 (meters)     1940.47  (feet) ADJUSTED
 QS0212  ______________________________________________________________________
 QS0212  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 QS0212  DYNAMIC HEIGHT  -        591.366 (meters)     1940.17  (feet) COMP
 QS0212  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 QS0212
 QS0212  VERT ORDER      -  SECOND    CLASS 0
 QS0212
 QS0212.The horizontal coordinates were scaled from a map and have
 QS0212.an estimated accuracy of +/- 6 seconds.
 QS0212
 QS0212.The orthometric height was determined by differential leveling and
 QS0212.adjusted by the NATIONAL GEODETIC SURVEY
 QS0212.in June 1991.
 QS0212
 QS0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0212.GEOID18 height accuracy estimate available here.
 QS0212
 QS0212.Click photographs - Photos may exist for this station.
 QS0212
 QS0212.The dynamic height is computed by dividing the NAVD 88
 QS0212.geopotential number by the normal gravity value computed on the
 QS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0212.degrees latitude (g = 980.6199 gals.).
 QS0212
 QS0212.The modeled gravity was interpolated from observed gravity values.
 QS0212
 QS0212;                    North         East    Units  Estimated Accuracy
 QS0212;SPC SD N     -   131,230.      589,010.      MT  (+/- 180 meters Scaled)
 QS0212
 QS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ102851(NAD 83)
 QS0212
 QS0212                          SUPERSEDED SURVEY CONTROL
 QS0212
 QS0212  NGVD 29 (??/??/92)  591.082  (m)         1939.24   (f) ADJ UNCH    2 0
 QS0212
 QS0212.Superseded values are not recommended for survey control.
 QS0212
 QS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0212.See file dsdata.pdf to determine how the superseded data were derived.
 QS0212
 QS0212_MARKER: DB = BENCH MARK DISK
 QS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0212_STAMPING: G 308 1945
 QS0212_MARK LOGO: CGS
 QS0212_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0212+STABILITY: SURFACE MOTION
 QS0212
 QS0212  HISTORY     - Date     Condition        Report By
 QS0212  HISTORY     - 1945     MONUMENTED       CGS
 QS0212  HISTORY     - 1969     MARK NOT FOUND   USGS
 QS0212
 QS0212                          STATION DESCRIPTION
 QS0212
 QS0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0212'8.8 MI W FROM GETTYSBURG.
 QS0212'8.8 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2 MILE
 QS0212'NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, ABOUT
 QS0212'8.8 MILES SOUTHEAST OF THE MISSOURI RIVER BRIDGE AT WHITLOCKS
 QS0212'CROSSING, ABOUT 0.3 MILE WEST OF A FARMHOUSE, 51 FEET SOUTH OF
 QS0212'THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTHWEST OF A POLE,
 QS0212'1 FOOT SOUTH OF A FENCE, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 QS0212'AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.  AN IRON
 QS0212'BENCH-MARK DISK, STAMPED G 308 1945 AND SET IN THE TOP OF A
 QS0212'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0212'NOTE-- WITNESS POST FOUND ON GROUND.  FIELD UNDER CULTIVATION
 QS0212'WITHIN 1 FOOT OF FENCE LINE.
 QS0212
 QS0212                          STATION RECOVERY (1969)
 QS0212
 QS0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QS0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0032 ***********************************************************************
 PT0032  DESIGNATION -  G 309
 PT0032  PID         -  PT0032
 PT0032  STATE/COUNTY-  SD/HUGHES
 PT0032  COUNTRY     -  US
 PT0032  USGS QUAD   -  OKOBOJO SW (2017)
 PT0032
 PT0032                         *CURRENT SURVEY CONTROL
 PT0032  ______________________________________________________________________
 PT0032* NAD 83(1986) POSITION- 44 30 15.     (N) 100 27 02.     (W)   SCALED
 PT0032* NAVD 88 ORTHO HEIGHT -   525.774 (meters)     1724.98  (feet) ADJUSTED
 PT0032  ______________________________________________________________________
 PT0032  GEOID HEIGHT    -        -22.997 (meters)                     GEOID18
 PT0032  DYNAMIC HEIGHT  -        525.673 (meters)     1724.65  (feet) COMP
 PT0032  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 PT0032
 PT0032  VERT ORDER      -  FIRST     CLASS II
 PT0032
 PT0032.The horizontal coordinates were scaled from a map and have
 PT0032.an estimated accuracy of +/- 6 seconds.
 PT0032
 PT0032.The orthometric height was determined by differential leveling and
 PT0032.adjusted by the NATIONAL GEODETIC SURVEY
 PT0032.in June 1991.
 PT0032
 PT0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0032.GEOID18 height accuracy estimate available here.
 PT0032
 PT0032.Click photographs - Photos may exist for this station.
 PT0032
 PT0032.The dynamic height is computed by dividing the NAVD 88
 PT0032.geopotential number by the normal gravity value computed on the
 PT0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0032.degrees latitude (g = 980.6199 gals.).
 PT0032
 PT0032.The modeled gravity was interpolated from observed gravity values.
 PT0032
 PT0032;                    North         East    Units  Estimated Accuracy
 PT0032;SPC SD S     -   241,180.      590,680.      MT  (+/- 180 meters Scaled)
 PT0032
 PT0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ846288(NAD 83)
 PT0032
 PT0032                          SUPERSEDED SURVEY CONTROL
 PT0032
 PT0032  NGVD 29 (??/??/92)  525.391  (m)         1723.72   (f) ADJ UNCH    1 2
 PT0032
 PT0032.Superseded values are not recommended for survey control.
 PT0032
 PT0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0032.See file dsdata.pdf to determine how the superseded data were derived.
 PT0032
 PT0032_MARKER: DB = BENCH MARK DISK
 PT0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0032_STAMPING: G 309 1946
 PT0032_MARK LOGO: CGS
 PT0032_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0032+STABILITY: SURFACE MOTION
 PT0032
 PT0032  HISTORY     - Date     Condition        Report By
 PT0032  HISTORY     - 1946     MONUMENTED       CGS
 PT0032  HISTORY     - 1971     GOOD             NGS
 PT0032  HISTORY     - 1982     GOOD             NGS
 PT0032
 PT0032                          STATION DESCRIPTION
 PT0032
 PT0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0032'14.4 MI NW FROM PIERRE.
 PT0032'RECOVERED IN GOOD CONDITION.  18.5 MILES WEST ALONG A COUNTY
 PT0032'ROAD FROM ITS INTERSECTION WITH U.S. HIGHWAY 83 AT THE WEST
 PT0032'EDGE OF ONIDA, TO A GRAVELED CROSSROAD AND A SCHOOLHOUSE IN
 PT0032'THE SOUTHWEST CORNER, THENCE SOUTH 14.6 MILE, 283 FEET SOUTHWEST
 PT0032'OF CENTER OF HIGHWAY AT LONG CURVE EAST, 40 FEET NORTH OF A
 PT0032'FENCE CORNER, 36 FEET SOUTH OF AN EAST-WEST CROSS ROAD, 32 FEET
 PT0032'EAST OF A FIELD ENTRANCE, 1.1 FEET WEST OF A METAL WITNESS POST,
 PT0032'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1-INCH.
 PT0032
 PT0032                          STATION RECOVERY (1982)
 PT0032
 PT0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PT0032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0505 ***********************************************************************
 QS0505  DESIGNATION -  G 31
 QS0505  PID         -  QS0505
 QS0505  STATE/COUNTY-  SD/ZIEBACH
 QS0505  COUNTRY     -  US
 QS0505  USGS QUAD   -  GLAD VALLEY NW (2017)
 QS0505
 QS0505                         *CURRENT SURVEY CONTROL
 QS0505  ______________________________________________________________________
 QS0505* NAD 83(1986) POSITION- 45 26 29.     (N) 101 57 52.     (W)   SCALED
 QS0505* NAVD 88 ORTHO HEIGHT -   781.554 (meters)     2564.15  (feet) ADJUSTED
 QS0505  ______________________________________________________________________
 QS0505  GEOID HEIGHT    -        -19.330 (meters)                     GEOID18
 QS0505  DYNAMIC HEIGHT  -        781.439 (meters)     2563.77  (feet) COMP
 QS0505  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 QS0505
 QS0505  VERT ORDER      -  FIRST     CLASS II
 QS0505
 QS0505.The horizontal coordinates were scaled from a map and have
 QS0505.an estimated accuracy of +/- 6 seconds.
 QS0505
 QS0505.The orthometric height was determined by differential leveling and
 QS0505.adjusted by the NATIONAL GEODETIC SURVEY
 QS0505.in April 2000.
 QS0505
 QS0505.No vertical observational check was made to the station.
 QS0505
 QS0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0505.GEOID18 height accuracy estimate available here.
 QS0505
 QS0505.Click photographs - Photos may exist for this station.
 QS0505
 QS0505.The dynamic height is computed by dividing the NAVD 88
 QS0505.geopotential number by the normal gravity value computed on the
 QS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0505.degrees latitude (g = 980.6199 gals.).
 QS0505
 QS0505.The modeled gravity was interpolated from observed gravity values.
 QS0505
 QS0505;                    North         East    Units  Estimated Accuracy
 QS0505;SPC SD N     -   180,560.      446,320.      MT  (+/- 180 meters Scaled)
 QS0505
 QS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR681362(NAD 83)
 QS0505
 QS0505                          SUPERSEDED SURVEY CONTROL
 QS0505
 QS0505  NAVD 88 (06/15/91)  781.480  (m)         2563.91   (f) SUPERSEDED  1 2
 QS0505  NGVD 29 (??/??/92)  781.036  (m)         2562.45   (f) ADJ UNCH    1 2
 QS0505
 QS0505.Superseded values are not recommended for survey control.
 QS0505
 QS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0505.See file dsdata.pdf to determine how the superseded data were derived.
 QS0505
 QS0505_MARKER: DB = BENCH MARK DISK
 QS0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0505_STAMPING: G 31 1934
 QS0505_MARK LOGO: CGS
 QS0505_PROJECTION: FLUSH
 QS0505_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0505+STABILITY: SURFACE MOTION
 QS0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0505+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QS0505
 QS0505  HISTORY     - Date     Condition        Report By
 QS0505  HISTORY     - 1934     MONUMENTED       CGS
 QS0505  HISTORY     - 1941     GOOD             CGS
 QS0505  HISTORY     - 19990621 GOOD             NGS
 QS0505
 QS0505                          STATION DESCRIPTION
 QS0505
 QS0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0505'7.2 MI E FROM COAL SPRINGS.
 QS0505'IN ZIEBACH COUNTY, ABOUT 7.2 MILES EAST ALONG STATE HIGHWAY
 QS0505'8 FROM COAL SPRINGS, PERKINS COUNTY, AT THE SOUTHWEST CORNER
 QS0505'OF A SCHOOLYARD, ABOUT 70 YARDS SOUTHWEST OF THE SOUTH SIDE
 QS0505'OF THE SCHOOLHOUSE, 52 FEET EAST OF THE CENTER LINE OF THE
 QS0505'HIGHWAY, AND 18 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QS0505'DISK, STAMPED G 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0505
 QS0505                          STATION RECOVERY (1941)
 QS0505
 QS0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0505'RECOVERED IN GOOD CONDITION.
 QS0505
 QS0505                          STATION RECOVERY (1999)
 QS0505
 QS0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0505'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QS0505'MEADOW, THENCE 29.5 KM (18.35 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QS0505'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A DRIVEWAY, 34.6 M (113.5 FT)
 QS0505'SOUTH-SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 18.4 M (60.4 FT)
 QS0505'NORTH OF A UTILITY POLE, 16.2 M (53.1 FT) EAST OF AND LEVEL WITH THE
 QS0505'DRIVEWAY CENTER, 6.0 M (19.7 FT) EAST OF A WITNESS POST AND FENCE, AND
 QS0505'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 QS0505'ON PROPERTY OWNED BY DREIS CHAROLAIS RANCH, HCR 68, BOX 536, MEADOW,
 QS0505'SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0049 ***********************************************************************
 QS0049  DESIGNATION -  G 311
 QS0049  PID         -  QS0049
 QS0049  STATE/COUNTY-  SD/CAMPBELL
 QS0049  COUNTRY     -  US
 QS0049  USGS QUAD   -  HERREID SW (2017)
 QS0049
 QS0049                         *CURRENT SURVEY CONTROL
 QS0049  ______________________________________________________________________
 QS0049* NAD 83(1986) POSITION- 45 51 44.     (N) 100 13 01.     (W)   SCALED
 QS0049* NAVD 88 ORTHO HEIGHT -   497.215 (meters)     1631.28  (feet) ADJUSTED
 QS0049  ______________________________________________________________________
 QS0049  GEOID HEIGHT    -        -21.971 (meters)                     GEOID18
 QS0049  DYNAMIC HEIGHT  -        497.184 (meters)     1631.18  (feet) COMP
 QS0049  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 QS0049
 QS0049  VERT ORDER      -  SECOND    CLASS 0
 QS0049
 QS0049.The horizontal coordinates were scaled from a map and have
 QS0049.an estimated accuracy of +/- 6 seconds.
 QS0049
 QS0049.The orthometric height was determined by differential leveling and
 QS0049.adjusted by the NATIONAL GEODETIC SURVEY
 QS0049.in June 1991.
 QS0049
 QS0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0049.GEOID18 height accuracy estimate available here.
 QS0049
 QS0049.Click photographs - Photos may exist for this station.
 QS0049
 QS0049.The dynamic height is computed by dividing the NAVD 88
 QS0049.geopotential number by the normal gravity value computed on the
 QS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0049.degrees latitude (g = 980.6199 gals.).
 QS0049
 QS0049.The modeled gravity was interpolated from observed gravity values.
 QS0049
 QS0049;                    North         East    Units  Estimated Accuracy
 QS0049;SPC SD N     -   225,490.      583,150.      MT  (+/- 180 meters Scaled)
 QS0049
 QS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR055794(NAD 83)
 QS0049
 QS0049                          SUPERSEDED SURVEY CONTROL
 QS0049
 QS0049  NGVD 29 (??/??/92)  496.833  (m)         1630.03   (f) ADJ UNCH    2 0
 QS0049
 QS0049.Superseded values are not recommended for survey control.
 QS0049
 QS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0049.See file dsdata.pdf to determine how the superseded data were derived.
 QS0049
 QS0049_MARKER: DB = BENCH MARK DISK
 QS0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0049_STAMPING: G 311 1945
 QS0049_MARK LOGO: CGS
 QS0049_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0049+STABILITY: SURFACE MOTION
 QS0049
 QS0049  HISTORY     - Date     Condition        Report By
 QS0049  HISTORY     - 1945     MONUMENTED       CGS
 QS0049
 QS0049                          STATION DESCRIPTION
 QS0049
 QS0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0049'4.8 MI E FROM POLLOCK.
 QS0049'ABOUT 4.8 MILES EAST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT
 QS0049'ST. MARIE RAILROAD FROM THE STATION AT POLLOCK, SOUTH DAKOTA.
 QS0049'290.0 FEET NORTHEAST OF BRIDGE NO. M 406 A, 37.2 FEET NORTHEAST
 QS0049'OF THE EAST RAIL, 9.6 FEET SOUTHWEST OF THE FENCE LINE, 2.5 FEET
 QS0049'SOUTHWEST OF MILE POST NO. 406, 2.0 FEET NORTHWEST OF A 4X4
 QS0049'INCH WHITE WOODEN POST.  IRON DISK SET IN TOP OF CONCRETE
 QS0049'MONUMENT AND PROJECTING 0.3 FOOT.  STAMPED G 311 1945.
 QS0049'NOTE-- 1964 REPORT--THE TOWN OF POLLOCK HAS BEEN MOVED
 QS0049'APPROXIMATELTY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.  THE
 QS0049'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE
 QS0049'SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0068 ***********************************************************************
 PT0068  DESIGNATION -  G 312
 PT0068  PID         -  PT0068
 PT0068  STATE/COUNTY-  SD/SULLY
 PT0068  COUNTRY     -  US
 PT0068  USGS QUAD   -  OKOBOJO NE (2017)
 PT0068
 PT0068                         *CURRENT SURVEY CONTROL
 PT0068  ______________________________________________________________________
 PT0068* NAD 83(1986) POSITION- 44 43 19.     (N) 100 19 28.     (W)   SCALED
 PT0068* NAVD 88 ORTHO HEIGHT -   573.202 (meters)     1880.58  (feet) ADJUSTED
 PT0068  ______________________________________________________________________
 PT0068  GEOID HEIGHT    -        -22.798 (meters)                     GEOID18
 PT0068  DYNAMIC HEIGHT  -        573.098 (meters)     1880.24  (feet) COMP
 PT0068  MODELED GRAVITY -    980,417.5   (mgal)                       NAVD 88
 PT0068
 PT0068  VERT ORDER      -  SECOND    CLASS 0
 PT0068
 PT0068.The horizontal coordinates were scaled from a map and have
 PT0068.an estimated accuracy of +/- 6 seconds.
 PT0068
 PT0068.The orthometric height was determined by differential leveling and
 PT0068.adjusted by the NATIONAL GEODETIC SURVEY
 PT0068.in June 1991.
 PT0068
 PT0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0068.GEOID18 height accuracy estimate available here.
 PT0068
 PT0068.Click photographs - Photos may exist for this station.
 PT0068
 PT0068.The dynamic height is computed by dividing the NAVD 88
 PT0068.geopotential number by the normal gravity value computed on the
 PT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0068.degrees latitude (g = 980.6199 gals.).
 PT0068
 PT0068.The modeled gravity was interpolated from observed gravity values.
 PT0068
 PT0068;                    North         East    Units  Estimated Accuracy
 PT0068;SPC SD N     -    98,800.      574,300.      MT  (+/- 180 meters Scaled)
 PT0068
 PT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ951529(NAD 83)
 PT0068
 PT0068                          SUPERSEDED SURVEY CONTROL
 PT0068
 PT0068  NGVD 29 (??/??/92)  572.814  (m)         1879.31   (f) ADJ UNCH    2 0
 PT0068
 PT0068.Superseded values are not recommended for survey control.
 PT0068
 PT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0068.See file dsdata.pdf to determine how the superseded data were derived.
 PT0068
 PT0068_MARKER: DB = BENCH MARK DISK
 PT0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0068_STAMPING: G 312 1946
 PT0068_MARK LOGO: CGS
 PT0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0068+STABILITY: SURFACE MOTION
 PT0068
 PT0068  HISTORY     - Date     Condition        Report By
 PT0068  HISTORY     - 1946     MONUMENTED       CGS
 PT0068  HISTORY     - 1964     GOOD             USGS
 PT0068
 PT0068                          STATION DESCRIPTION
 PT0068
 PT0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0068'20.3 MI SW FROM AGAR.
 PT0068'20.3 MILES SOUTHWEST ALONG A GRAVELED COUNTY ROAD, 12.3 MILES
 PT0068'WEST THENCE 8.0 MILES SOUTH OF THE RAILROAD STATION IN AGAR,
 PT0068'NEAR A SECTION CORNER, 40 FEET WEST OF THE CENTER OF THE ROAD,
 PT0068'8 FEET WEST OF A CORNER FENCE POST, 3 FEET SOUTH OF A FENCE,
 PT0068'3 FEET EAST OF WITNESS POST.  NEAR COR. SEC. 2, 3, 34 AND 35
 PT0068'TS. 114 AND 115 N., R 79 W.  A STANDARD DISK SET IN TOP OF A
 PT0068'CONCRETE POST.
 PT0068
 PT0068                          STATION RECOVERY (1964)
 PT0068
 PT0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0173 ***********************************************************************
 PT0173  DESIGNATION -  G 314
 PT0173  PID         -  PT0173
 PT0173  STATE/COUNTY-  SD/HUGHES
 PT0173  COUNTRY     -  US
 PT0173  USGS QUAD   -  PIERRE (2017)
 PT0173
 PT0173                         *CURRENT SURVEY CONTROL
 PT0173  ______________________________________________________________________
 PT0173* NAD 83(1986) POSITION- 44 22 03.02   (N) 100 21 09.88   (W)   HD_HELD1
 PT0173* NAVD 88 ORTHO HEIGHT -   441.913 (meters)     1449.84  (feet) ADJUSTED
 PT0173  ______________________________________________________________________
 PT0173  GEOID HEIGHT    -        -23.451 (meters)                     GEOID18
 PT0173  DYNAMIC HEIGHT  -        441.828 (meters)     1449.56  (feet) COMP
 PT0173  MODELED GRAVITY -    980,411.0   (mgal)                       NAVD 88
 PT0173
 PT0173  VERT ORDER      -  FIRST     CLASS II
 PT0173
 PT0173.The horizontal coordinates were determined by differentially corrected
 PT0173.hand held GPS observations or other comparable positioning techniques
 PT0173.and have an estimated accuracy of +/- 3 meters.
 PT0173
 PT0173.The orthometric height was determined by differential leveling and
 PT0173.adjusted by the NATIONAL GEODETIC SURVEY
 PT0173.in October 1997.
 PT0173
 PT0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0173.GEOID18 height accuracy estimate available here.
 PT0173
 PT0173.Click photographs - Photos may exist for this station.
 PT0173
 PT0173.The dynamic height is computed by dividing the NAVD 88
 PT0173.geopotential number by the normal gravity value computed on the
 PT0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0173.degrees latitude (g = 980.6199 gals.).
 PT0173
 PT0173.The modeled gravity was interpolated from observed gravity values.
 PT0173
 PT0173;                    North         East    Units  Estimated Accuracy
 PT0173;SPC SD S     -   225,989.0     598,452.8     MT  (+/- 3 meters HH1 GPS) 
 PT0173
 PT0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9221613581(NAD 83)
 PT0173
 PT0173                          SUPERSEDED SURVEY CONTROL
 PT0173
 PT0173  NAVD 88 (06/15/91)  441.980  (m)         1450.06   (f) SUPERSEDED  1 2
 PT0173  NGVD 29 (??/??/92)  441.610  (m)         1448.85   (f) ADJ UNCH    1 2
 PT0173
 PT0173.Superseded values are not recommended for survey control.
 PT0173
 PT0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0173.See file dsdata.pdf to determine how the superseded data were derived.
 PT0173
 PT0173_MARKER: DD = SURVEY DISK
 PT0173_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PT0173_SP_SET: ABUTMENT
 PT0173_STAMPING: G 314
 PT0173_MARK LOGO: CGS+SS
 PT0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0173+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 PT0173
 PT0173  HISTORY     - Date     Condition        Report By
 PT0173  HISTORY     - 1934     MONUMENTED       SDGS
 PT0173  HISTORY     - 1946     GOOD             CGS
 PT0173  HISTORY     - 1951     GOOD             CGS
 PT0173  HISTORY     - 19890121 GOOD             NGS
 PT0173  HISTORY     - 19941121 GOOD             NGS
 PT0173  HISTORY     - 20130116 GOOD             INDIV
 PT0173  HISTORY     - 20230818 GOOD             SDSM
 PT0173
 PT0173                          STATION DESCRIPTION
 PT0173
 PT0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0173'AT PIERRE.
 PT0173'THE MARK IS SET IN THE NORTH END OF THE EAST ABUTMENT OF THE
 PT0173'UNDERPASS ON U.S. HIGHWAYS 14 AND 83 ABOUT 200 FEET EAST OF THE
 PT0173'CHICAGO AND NORTHWESTERN RAILROAD STATION, ON THE TOP OF THE
 PT0173'FOURTH LAYER OF STONE ABOVE THE SIDEWALK.  53.1 FEET EAST OF
 PT0173'THE CENTER LINE OF THE HIGHWAYS, 7.5 FEET ABOVE THE LEVEL OF
 PT0173'THE SIDEWALK.  A BRONZE DISK SET IN THE TOP OF A STONE ABUTMENT.
 PT0173'THE PREVIOUS DESIGNATION OF THIS MARK WAS VIADUCT 104.  IT WAS
 PT0173'STAMPED G 314 BY THIS PARTY IN 1946.
 PT0173
 PT0173                          STATION RECOVERY (1951)
 PT0173
 PT0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0173'RECOVERED IN GOOD CONDITION.
 PT0173
 PT0173                          STATION RECOVERY (1989)
 PT0173
 PT0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0173'NOTE--RECOVERED IN GOOD CONDITION. REPLACE NORTH WITH NORTHEAST.
 PT0173'REPLACE EAST WITH SOUTHEAST.
 PT0173
 PT0173                          STATION RECOVERY (1994)
 PT0173
 PT0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT0173'IN PIERRE, AT THE INTERSECTION OF PIERRE STREET (U.S. HIGHWAYS 14 AND
 PT0173'83) AND THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, IN TOP OF AND 0.6
 PT0173'M (2.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE 4TH TERRACE FROM THE
 PT0173'BOTTOM OF THE SOUTHEAST STONE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 PT0173'STREET, 16.0 M (52.5 FT) SOUTHEAST OF THE STREET CENTER, 5.3 M (17.4
 PT0173'FT) NORTHEAST OF THE NEAR RAIL, AND 2.3 M (7.5 FT) ABOVE THE LEVEL OF
 PT0173'THE STREET.
 PT0173
 PT0173                          STATION RECOVERY (2013)
 PT0173
 PT0173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0173'RECOVERED IN GOOD CONDITION.
 PT0173
 PT0173                          STATION RECOVERY (2023)
 PT0173
 PT0173'RECOVERY NOTE BY STATE OF SOUTH DAKOTA 2023 (KD)
 PT0173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0496 ***********************************************************************
 PS0496  DESIGNATION -  G 315
 PS0496  PID         -  PS0496
 PS0496  STATE/COUNTY-  SD/HUGHES
 PS0496  COUNTRY     -  US
 PS0496  USGS QUAD   -  DE GREY (2017)
 PS0496
 PS0496                         *CURRENT SURVEY CONTROL
 PS0496  ______________________________________________________________________
 PS0496* NAD 83(1986) POSITION- 44 17 30.     (N) 099 53 09.     (W)   SCALED
 PS0496* NAVD 88 ORTHO HEIGHT -   459.207 (meters)     1506.58  (feet) ADJUSTED
 PS0496  ______________________________________________________________________
 PS0496  GEOID HEIGHT    -        -23.954 (meters)                     GEOID18
 PS0496  DYNAMIC HEIGHT  -        459.111 (meters)     1506.27  (feet) COMP
 PS0496  MODELED GRAVITY -    980,396.6   (mgal)                       NAVD 88
 PS0496
 PS0496  VERT ORDER      -  SECOND    CLASS 0
 PS0496
 PS0496.The horizontal coordinates were scaled from a map and have
 PS0496.an estimated accuracy of +/- 6 seconds.
 PS0496
 PS0496.The orthometric height was determined by differential leveling and
 PS0496.adjusted by the NATIONAL GEODETIC SURVEY
 PS0496.in June 1991.
 PS0496
 PS0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0496.GEOID18 height accuracy estimate available here.
 PS0496
 PS0496.Click photographs - Photos may exist for this station.
 PS0496
 PS0496.The dynamic height is computed by dividing the NAVD 88
 PS0496.geopotential number by the normal gravity value computed on the
 PS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0496.degrees latitude (g = 980.6199 gals.).
 PS0496
 PS0496.The modeled gravity was interpolated from observed gravity values.
 PS0496
 PS0496;                    North         East    Units  Estimated Accuracy
 PS0496;SPC SD S     -   217,660.      635,720.      MT  (+/- 180 meters Scaled)
 PS0496
 PS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ293046(NAD 83)
 PS0496
 PS0496                          SUPERSEDED SURVEY CONTROL
 PS0496
 PS0496  NGVD 29 (??/??/92)  458.869  (m)         1505.47   (f) ADJ UNCH    2 0
 PS0496
 PS0496.Superseded values are not recommended for survey control.
 PS0496
 PS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0496.See file dsdata.pdf to determine how the superseded data were derived.
 PS0496
 PS0496_MARKER: DB = BENCH MARK DISK
 PS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0496_STAMPING: G 315 1946
 PS0496_MARK LOGO: CGS
 PS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0496+STABILITY: SURFACE MOTION
 PS0496
 PS0496  HISTORY     - Date     Condition        Report By
 PS0496  HISTORY     - 1946     MONUMENTED       CGS
 PS0496
 PS0496                          STATION DESCRIPTION
 PS0496
 PS0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0496'2.1 MI E FROM DE GREY.
 PS0496'2.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 PS0496'DE GREY, HUGHES COUNTY, 350 FEET SOUTH OF A STEEL BRIDGE, NEAR
 PS0496'THE FOOT OF A HILL, 37 FEET EAST OF THE CENTER LINE OF THE
 PS0496'HIGHWAY, 10 FEET NORTH OF THE NORTH END OF A GATE, 6 FEET EAST
 PS0496'OF A FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 PS0496'A STANDARD DISK, STAMPED G 315 1946 AND SET IN THE TOP OF A
 PS0496'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0121 ***********************************************************************
 OR0121  DESIGNATION -  G 316
 OR0121  PID         -  OR0121
 OR0121  STATE/COUNTY-  SD/CHARLES MIX
 OR0121  COUNTRY     -  US
 OR0121  USGS QUAD   -  WAGNER (2017)
 OR0121
 OR0121                         *CURRENT SURVEY CONTROL
 OR0121  ______________________________________________________________________
 OR0121* NAD 83(1986) POSITION- 43 01 27.     (N) 098 18 30.     (W)   SCALED
 OR0121* NAVD 88 ORTHO HEIGHT -   495.042 (meters)     1624.15  (feet) ADJUSTED
 OR0121  ______________________________________________________________________
 OR0121  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 OR0121  DYNAMIC HEIGHT  -        494.874 (meters)     1623.60  (feet) COMP
 OR0121  MODELED GRAVITY -    980,266.9   (mgal)                       NAVD 88
 OR0121
 OR0121  VERT ORDER      -  SECOND    CLASS 0
 OR0121
 OR0121.The horizontal coordinates were scaled from a map and have
 OR0121.an estimated accuracy of +/- 6 seconds.
 OR0121
 OR0121.The orthometric height was determined by differential leveling and
 OR0121.adjusted by the NATIONAL GEODETIC SURVEY
 OR0121.in June 1991.
 OR0121
 OR0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0121.GEOID18 height accuracy estimate available here.
 OR0121
 OR0121.Click photographs - Photos may exist for this station.
 OR0121
 OR0121.The dynamic height is computed by dividing the NAVD 88
 OR0121.geopotential number by the normal gravity value computed on the
 OR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0121.degrees latitude (g = 980.6199 gals.).
 OR0121
 OR0121.The modeled gravity was interpolated from observed gravity values.
 OR0121
 OR0121;                    North         East    Units  Estimated Accuracy
 OR0121;SPC SD S     -    78,760.      765,030.      MT  (+/- 180 meters Scaled)
 OR0121
 OR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN563637(NAD 83)
 OR0121
 OR0121                          SUPERSEDED SURVEY CONTROL
 OR0121
 OR0121  NGVD 29 (??/??/92)  494.753  (m)         1623.20   (f) ADJ UNCH    2 0
 OR0121
 OR0121.Superseded values are not recommended for survey control.
 OR0121
 OR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0121.See file dsdata.pdf to determine how the superseded data were derived.
 OR0121
 OR0121_MARKER: DB = BENCH MARK DISK
 OR0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0121_STAMPING: G 316 1946
 OR0121_MARK LOGO: CGS
 OR0121_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0121+STABILITY: SURFACE MOTION
 OR0121
 OR0121  HISTORY     - Date     Condition        Report By
 OR0121  HISTORY     - 1946     MONUMENTED       CGS
 OR0121
 OR0121                          STATION DESCRIPTION
 OR0121
 OR0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0121'4.6 MI S FROM WAGNER.
 OR0121'TO REACH FROM THE POST OFFICE AT WAGNER GO SOUTH 0.9 MILE ALONG
 OR0121'A GRAVELED ROAD, THENCE WEST 0.7 MILE ALONG A GRAVELED ROAD,
 OR0121'THENCE SOUTH 3.0 MILES ALONG A GRAVELED ROAD TO SITE OF MARK,
 OR0121'BENCH MARK IS AT THE NORTHWEST CORNER OF A SCHOOL YARD, 48.0 FEET
 OR0121'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE GRAVELED
 OR0121'ROAD, 115.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 OR0121'HOUSE, 14.5 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 OR0121'FENCE AND 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 OR0121'DISK STAMPED G 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0121'PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1458 ***********************************************************************
 NM1458  DESIGNATION -  G 317
 NM1458  PID         -  NM1458
 NM1458  STATE/COUNTY-  SD/BON HOMME
 NM1458  COUNTRY     -  US
 NM1458  USGS QUAD   -  TABOR (2017)
 NM1458
 NM1458                         *CURRENT SURVEY CONTROL
 NM1458  ______________________________________________________________________
 NM1458* NAD 83(1986) POSITION- 42 53 41.14   (N) 097 42 51.51   (W)   HD_HELD1
 NM1458* NAVD 88 ORTHO HEIGHT -   398.710 (meters)     1308.10  (feet) ADJUSTED
 NM1458  ______________________________________________________________________
 NM1458  GEOID HEIGHT    -        -25.878 (meters)                     GEOID18
 NM1458  DYNAMIC HEIGHT  -        398.586 (meters)     1307.69  (feet) COMP
 NM1458  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 NM1458
 NM1458  VERT ORDER      -  SECOND    CLASS 0
 NM1458
 NM1458.The horizontal coordinates were determined by differentially corrected
 NM1458.hand held GPS observations or other comparable positioning techniques
 NM1458.and have an estimated accuracy of +/- 3 meters.
 NM1458
 NM1458.The orthometric height was determined by differential leveling and
 NM1458.adjusted by the NATIONAL GEODETIC SURVEY
 NM1458.in June 1991.
 NM1458
 NM1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1458.GEOID18 height accuracy estimate available here.
 NM1458
 NM1458.Click photographs - Photos may exist for this station.
 NM1458
 NM1458.The dynamic height is computed by dividing the NAVD 88
 NM1458.geopotential number by the normal gravity value computed on the
 NM1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1458.degrees latitude (g = 980.6199 gals.).
 NM1458
 NM1458.The modeled gravity was interpolated from observed gravity values.
 NM1458
 NM1458;                    North         East    Units  Estimated Accuracy
 NM1458;SPC SD S     -    65,742.8     813,883.5     MT  (+/- 3 meters HH1 GPS) 
 NM1458
 NM1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0497349930(NAD 83)
 NM1458
 NM1458                          SUPERSEDED SURVEY CONTROL
 NM1458
 NM1458  NGVD 29 (??/??/92)  398.492  (m)         1307.39   (f) ADJ UNCH    2 0
 NM1458
 NM1458.Superseded values are not recommended for survey control.
 NM1458
 NM1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1458.See file dsdata.pdf to determine how the superseded data were derived.
 NM1458
 NM1458_MARKER: DB = BENCH MARK DISK
 NM1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1458_STAMPING: G 317 1946
 NM1458_MARK LOGO: CGS
 NM1458_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1458+STABILITY: SURFACE MOTION
 NM1458
 NM1458  HISTORY     - Date     Condition        Report By
 NM1458  HISTORY     - 1946     MONUMENTED       CGS
 NM1458
 NM1458                          STATION DESCRIPTION
 NM1458
 NM1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1458'12.1 MI NE FROM SPRINGFIELD.
 NM1458'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1458'ALONG STATE HIGHWAY NO. 37, THENCE EAST 9.0 MILES ALONG A GRAVELED
 NM1458'ROAD, THENCE NORTH 0.1 MILE ALONG A GRAVELED ROAD TO SITE OF
 NM1458'MARK, BENCH MARK IS AT THE SOUTHEAST CORNER OF A SCHOOL YARD,
 NM1458'107.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL HOUSE,
 NM1458'45.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NM1458'GRAVELED ROAD, 12.5 FEET WEST OF A CONCRETE FENCE CORNER POST,
 NM1458'1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN
 NM1458'MARKER POST.  A BRONZE DISK STAMPED G 317 1946 SET IN THE TOP
 NM1458'OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0569 ***********************************************************************
 OR0569  DESIGNATION -  G 318
 OR0569  PID         -  OR0569
 OR0569  STATE/COUNTY-  SD/GREGORY
 OR0569  COUNTRY     -  US
 OR0569  USGS QUAD   -  BURKE (2017)
 OR0569
 OR0569                         *CURRENT SURVEY CONTROL
 OR0569  ______________________________________________________________________
 OR0569* NAD 83(1986) POSITION- 43 08 31.     (N) 099 17 49.     (W)   SCALED
 OR0569* NAVD 88 ORTHO HEIGHT -   637.323 (meters)     2090.95  (feet) ADJUSTED
 OR0569  ______________________________________________________________________
 OR0569  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 OR0569  DYNAMIC HEIGHT  -        637.080 (meters)     2090.15  (feet) COMP
 OR0569  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 OR0569
 OR0569  VERT ORDER      -  SECOND    CLASS 0
 OR0569
 OR0569.The horizontal coordinates were scaled from a map and have
 OR0569.an estimated accuracy of +/- 6 seconds.
 OR0569
 OR0569.The orthometric height was determined by differential leveling and
 OR0569.adjusted by the NATIONAL GEODETIC SURVEY
 OR0569.in June 1991.
 OR0569
 OR0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0569.GEOID18 height accuracy estimate available here.
 OR0569
 OR0569.Click photographs - Photos may exist for this station.
 OR0569
 OR0569.The dynamic height is computed by dividing the NAVD 88
 OR0569.geopotential number by the normal gravity value computed on the
 OR0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0569.degrees latitude (g = 980.6199 gals.).
 OR0569
 OR0569.The modeled gravity was interpolated from observed gravity values.
 OR0569
 OR0569;                    North         East    Units  Estimated Accuracy
 OR0569;SPC SD S     -    90,360.      684,310.      MT  (+/- 180 meters Scaled)
 OR0569
 OR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758766(NAD 83)
 OR0569
 OR0569                          SUPERSEDED SURVEY CONTROL
 OR0569
 OR0569  NGVD 29 (??/??/92)  636.998  (m)         2089.88   (f) ADJ UNCH    2 0
 OR0569
 OR0569.Superseded values are not recommended for survey control.
 OR0569
 OR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0569.See file dsdata.pdf to determine how the superseded data were derived.
 OR0569
 OR0569_MARKER: DB = BENCH MARK DISK
 OR0569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0569_SP_SET: CULVERT HEADWALL
 OR0569_STAMPING: G 318 1946
 OR0569_MARK LOGO: CGS
 OR0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0569+STABILITY: SURFACE MOTION
 OR0569
 OR0569  HISTORY     - Date     Condition        Report By
 OR0569  HISTORY     - 1946     MONUMENTED       CGS
 OR0569
 OR0569                          STATION DESCRIPTION
 OR0569
 OR0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0569'2.7 MI S FROM BURKE.
 OR0569'ALONG A COUNTY GRAVEL ROAD, 2.7 MILES SOUTH OF THE CHICAGO AND
 OR0569'NORTHWESTERN RAILROAD STATION IN BURKE, IN THE WEST HEADWALL OF A
 OR0569'CONCRETE CULVERT, 12 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET
 OR0569'SOUTH OF THE NORTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0570 ***********************************************************************
 OR0570  DESIGNATION -  G 318 RESET
 OR0570  PID         -  OR0570
 OR0570  STATE/COUNTY-  SD/GREGORY
 OR0570  COUNTRY     -  US
 OR0570  USGS QUAD   -  BURKE (2017)
 OR0570
 OR0570                         *CURRENT SURVEY CONTROL
 OR0570  ______________________________________________________________________
 OR0570* NAD 83(1986) POSITION- 43 08 31.     (N) 099 17 49.     (W)   SCALED
 OR0570* NAVD 88 ORTHO HEIGHT -   637.48  (+/-2cm)     2091.5   (feet) VERTCON3
 OR0570  ______________________________________________________________________
 OR0570  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 OR0570  VERT ORDER      -  THIRD (See Below)
 OR0570
 OR0570.The horizontal coordinates were scaled from a map and have
 OR0570.an estimated accuracy of +/- 6 seconds.
 OR0570
 OR0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0570
 OR0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0570.GEOID18 height accuracy estimate available here.
 OR0570
 OR0570.The vertical order pertains to the NGVD 29 superseded value.
 OR0570
 OR0570.Click photographs - Photos may exist for this station.
 OR0570
 OR0570;                    North         East    Units  Estimated Accuracy
 OR0570;SPC SD S     -    90,360.      684,310.      MT  (+/- 180 meters Scaled)
 OR0570
 OR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758766(NAD 83)
 OR0570
 OR0570                          SUPERSEDED SURVEY CONTROL
 OR0570
 OR0570  NGVD 29 (??/??/??)  637.16   (m)         2090.4    (f) RESET       3  
 OR0570
 OR0570.Superseded values are not recommended for survey control.
 OR0570
 OR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0570.See file dsdata.pdf to determine how the superseded data were derived.
 OR0570
 OR0570_MARKER: DB = BENCH MARK DISK
 OR0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0570_STAMPING: G 318 RESET 1961
 OR0570_MARK LOGO: CGS
 OR0570_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0570+STABILITY: SURFACE MOTION
 OR0570
 OR0570  HISTORY     - Date     Condition        Report By
 OR0570  HISTORY     - 1961     MONUMENTED       CGS
 OR0570
 OR0570                          STATION DESCRIPTION
 OR0570
 OR0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0570'2.7 MI S FROM BURKE.
 OR0570'THIS MARK IS LOCATED ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY
 OR0570'47 FROM THE RAILROAD STATION IN BURKE, ABOUT 0.15 MILE NORTH
 OR0570'OF A SECTION CORNER, SOUTHWEST OF A CULVERT, SOUTHWEST OF A
 OR0570'POINT WHERE A DOUBLE-POLE TRANSMISSION LINE CROSSES THE HIGHWAY
 OR0570'AND IS 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 OR0570'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1504 ***********************************************************************
 NM1504  DESIGNATION -  G 319
 NM1504  PID         -  NM1504
 NM1504  STATE/COUNTY-  SD/YANKTON
 NM1504  COUNTRY     -  US
 NM1504  USGS QUAD   -  TABOR NE (2017)
 NM1504
 NM1504                         *CURRENT SURVEY CONTROL
 NM1504  ______________________________________________________________________
 NM1504* NAD 83(1986) POSITION- 42 59 33.     (N) 097 30 34.     (W)   SCALED
 NM1504* NAVD 88 ORTHO HEIGHT -   412.948 (meters)     1354.81  (feet) ADJUSTED
 NM1504  ______________________________________________________________________
 NM1504  GEOID HEIGHT    -        -25.773 (meters)                     GEOID18
 NM1504  DYNAMIC HEIGHT  -        412.824 (meters)     1354.41  (feet) COMP
 NM1504  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 NM1504
 NM1504  VERT ORDER      -  SECOND    CLASS 0
 NM1504
 NM1504.The horizontal coordinates were scaled from a map and have
 NM1504.an estimated accuracy of +/- 6 seconds.
 NM1504
 NM1504.The orthometric height was determined by differential leveling and
 NM1504.adjusted by the NATIONAL GEODETIC SURVEY
 NM1504.in June 1991.
 NM1504
 NM1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1504.GEOID18 height accuracy estimate available here.
 NM1504
 NM1504.Click photographs - Photos may exist for this station.
 NM1504
 NM1504.The dynamic height is computed by dividing the NAVD 88
 NM1504.geopotential number by the normal gravity value computed on the
 NM1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1504.degrees latitude (g = 980.6199 gals.).
 NM1504
 NM1504.The modeled gravity was interpolated from observed gravity values.
 NM1504
 NM1504;                    North         East    Units  Estimated Accuracy
 NM1504;SPC SD S     -    77,140.      830,240.      MT  (+/- 180 meters Scaled)
 NM1504
 NM1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN215610(NAD 83)
 NM1504
 NM1504                          SUPERSEDED SURVEY CONTROL
 NM1504
 NM1504  NGVD 29 (??/??/92)  412.725  (m)         1354.08   (f) ADJ UNCH    2 0
 NM1504
 NM1504.Superseded values are not recommended for survey control.
 NM1504
 NM1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1504.See file dsdata.pdf to determine how the superseded data were derived.
 NM1504
 NM1504_MARKER: DB = BENCH MARK DISK
 NM1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1504_STAMPING: G 319 1946
 NM1504_MARK LOGO: CGS
 NM1504_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1504+STABILITY: SURFACE MOTION
 NM1504
 NM1504  HISTORY     - Date     Condition        Report By
 NM1504  HISTORY     - 1946     MONUMENTED       CGS
 NM1504
 NM1504                          STATION DESCRIPTION
 NM1504
 NM1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1504'1.1 MI NW FROM UTICA.
 NM1504'ABOUT 1.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NM1504'PAUL AND PACIFIC RAILROAD FROM THE STATION AT UTICA, AND AT A
 NM1504'FARM ROAD CROSSING, 54 FEET WEST OF AND ABOUT 2 FEET LOWER
 NM1504'THAN THE CENTER LINE OF THE RAILROAD, 28 FEET NORTH OF THE CENTER
 NM1504'LINE OF THE FARM ROAD, 20 FEET NORTH OF THE NORTH GATE POST
 NM1504'OF A GATE IN THE RIGHT-OF-WAY FENCE, 2 FEET EAST OF THE
 NM1504'RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 INCH BY 4 INCH MARKER
 NM1504'POST.  A BRONZE DISK STAMPED G 319 1946 AND SET IN THE TOP OF
 NM1504'A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0333 ***********************************************************************
 QT0333  DESIGNATION -  G 32 RESET
 QT0333  PID         -  QT0333
 QT0333  STATE/COUNTY-  SD/HARDING
 QT0333  COUNTRY     -  US
 QT0333  USGS QUAD   -  SADDLE BUTTE (2017)
 QT0333
 QT0333                         *CURRENT SURVEY CONTROL
 QT0333  ______________________________________________________________________
 QT0333* NAD 83(1986) POSITION- 45 35 21.     (N) 103 40 33.     (W)   SCALED
 QT0333* NAVD 88 ORTHO HEIGHT -   914.036 (meters)     2998.80  (feet) ADJUSTED
 QT0333  ______________________________________________________________________
 QT0333  GEOID HEIGHT    -        -15.943 (meters)                     GEOID18
 QT0333  DYNAMIC HEIGHT  -        913.880 (meters)     2998.29  (feet) COMP
 QT0333  MODELED GRAVITY -    980,413.8   (mgal)                       NAVD 88
 QT0333
 QT0333  VERT ORDER      -  FIRST     CLASS II
 QT0333
 QT0333.The horizontal coordinates were scaled from a map and have
 QT0333.an estimated accuracy of +/- 6 seconds.
 QT0333
 QT0333.The orthometric height was determined by differential leveling and
 QT0333.adjusted by the NATIONAL GEODETIC SURVEY
 QT0333.in April 2000.
 QT0333
 QT0333.No vertical observational check was made to the station.
 QT0333
 QT0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0333.GEOID18 height accuracy estimate available here.
 QT0333
 QT0333.Click photographs - Photos may exist for this station.
 QT0333
 QT0333.The dynamic height is computed by dividing the NAVD 88
 QT0333.geopotential number by the normal gravity value computed on the
 QT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0333.degrees latitude (g = 980.6199 gals.).
 QT0333
 QT0333.The modeled gravity was interpolated from observed gravity values.
 QT0333
 QT0333;                    North         East    Units  Estimated Accuracy
 QT0333;SPC SD N     -   201,630.      313,260.      MT  (+/- 180 meters Scaled)
 QT0333
 QT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL032492(NAD 83)
 QT0333
 QT0333                          SUPERSEDED SURVEY CONTROL
 QT0333
 QT0333  NAVD 88 (04/17/07)  914.036  (m)         2998.80   (f) SUPERSEDED  3 0
 QT0333
 QT0333.Superseded values are not recommended for survey control.
 QT0333
 QT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0333.See file dsdata.pdf to determine how the superseded data were derived.
 QT0333
 QT0333_MARKER: DV = VERTICAL CONTROL DISK
 QT0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0333_STAMPING: G 32 RESET 1973
 QT0333_MARK LOGO: NGS
 QT0333_PROJECTION: FLUSH
 QT0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0333+STABILITY: SURFACE MOTION
 QT0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0333+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0333
 QT0333  HISTORY     - Date     Condition        Report By
 QT0333  HISTORY     - 1973     MONUMENTED       NGS
 QT0333  HISTORY     - 1979     GOOD             NGS
 QT0333  HISTORY     - 19981030 GOOD             NGS
 QT0333
 QT0333                          STATION DESCRIPTION
 QT0333
 QT0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QT0333'6.8 MI W FROM BUFFALO.
 QT0333'6.8 MILES WEST ALONG STATE HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 QT0333'IN BUFFALO, 0.4 MILE EAST OF CREST OF LOW RIDGE AND TRIANGULATION
 QT0333'STATION BRUSH 2 1973, 100 FEET NORTH OF THE CENTER OF HIGHWAY,
 QT0333'1 FOOT SOUTH OF PROPOSED NORTH RIGHT-OF-WAY FENCE LINE, 1.5 FEET
 QT0333'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 QT0333'CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE-- AZIMUTH MARK
 QT0333'FOR TRIANGULATION STATION BRUSH 2 1973.
 QT0333
 QT0333                          STATION RECOVERY (1979)
 QT0333
 QT0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QT0333'6.2 MILES WEST ALONG STATE HIGHWAY 20 FROM BUFFALO, 100 FEET NORTH OF
 QT0333'CENTER OF STATE HIGHWAY 20, 22 FEET NORTH OF FENCE AND WITNESS POST.
 QT0333
 QT0333                          STATION RECOVERY (1998)
 QT0333
 QT0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0333'10.3 KM (6.40 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 QT0333'U.S. HIGHWAY 85 IN BUFFALO, 754.0 M (2473.7 FT) WEST OF MILEPOST 22,
 QT0333'181.0 M (593.8 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY, 30.2 M
 QT0333'(99.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) NORTH OF A
 QT0333'WITNESS POST AND FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 QT0333'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT
 QT0333'IS ON PROPERTY OWNED BY DEAN OJEA, P.O. BOX 103, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0100 ***********************************************************************
 OS0100  DESIGNATION -  G 321
 OS0100  PID         -  OS0100
 OS0100  STATE/COUNTY-  SD/TRIPP
 OS0100  COUNTRY     -  US
 OS0100  USGS QUAD   -  KEYAPAHA (2017)
 OS0100
 OS0100                         *CURRENT SURVEY CONTROL
 OS0100  ______________________________________________________________________
 OS0100* NAD 83(1986) POSITION- 43 05 49.     (N) 100 09 58.     (W)   SCALED
 OS0100* NAVD 88 ORTHO HEIGHT -   705.294 (meters)     2313.95  (feet) ADJUSTED
 OS0100  ______________________________________________________________________
 OS0100  GEOID HEIGHT    -        -23.660 (meters)                     GEOID18
 OS0100  DYNAMIC HEIGHT  -        705.018 (meters)     2313.05  (feet) COMP
 OS0100  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 OS0100
 OS0100  VERT ORDER      -  SECOND    CLASS 0
 OS0100
 OS0100.The horizontal coordinates were scaled from a map and have
 OS0100.an estimated accuracy of +/- 6 seconds.
 OS0100
 OS0100.The orthometric height was determined by differential leveling and
 OS0100.adjusted by the NATIONAL GEODETIC SURVEY
 OS0100.in June 1991.
 OS0100
 OS0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0100.GEOID18 height accuracy estimate available here.
 OS0100
 OS0100.Click photographs - Photos may exist for this station.
 OS0100
 OS0100.The dynamic height is computed by dividing the NAVD 88
 OS0100.geopotential number by the normal gravity value computed on the
 OS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0100.degrees latitude (g = 980.6199 gals.).
 OS0100
 OS0100.The modeled gravity was interpolated from observed gravity values.
 OS0100
 OS0100;                    North         East    Units  Estimated Accuracy
 OS0100;SPC SD S     -    84,840.      613,610.      MT  (+/- 180 meters Scaled)
 OS0100
 OS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN051722(NAD 83)
 OS0100
 OS0100                          SUPERSEDED SURVEY CONTROL
 OS0100
 OS0100  NGVD 29 (??/??/92)  704.962  (m)         2312.86   (f) ADJ UNCH    2 0
 OS0100
 OS0100.Superseded values are not recommended for survey control.
 OS0100
 OS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0100.See file dsdata.pdf to determine how the superseded data were derived.
 OS0100
 OS0100_MARKER: DB = BENCH MARK DISK
 OS0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0100_STAMPING: G 321 1946
 OS0100_MARK LOGO: CGS
 OS0100_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0100+STABILITY: SURFACE MOTION
 OS0100
 OS0100  HISTORY     - Date     Condition        Report By
 OS0100  HISTORY     - 1946     MONUMENTED       CGS
 OS0100
 OS0100                          STATION DESCRIPTION
 OS0100
 OS0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0100'2.5 MI SW FROM KEYAPAHA.
 OS0100'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0100'KEYAPAHA, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AND AT THE
 OS0100'INTERSECTION WITH AN EAST-WEST DIRT ROAD, 54 FEET EAST OF AND
 OS0100'ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 OS0100'20 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 17 FEET
 OS0100'EAST OF THE RIGHT-OF-WAY FENCE CORNER.  A BRONZE DISC STAMPED
 OS0100'G 321 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OS0100'5 INCHES ABOVE THE GROUND.  STAMPED G 321 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0098 ***********************************************************************
 OS0098  DESIGNATION -  G 322
 OS0098  PID         -  OS0098
 OS0098  STATE/COUNTY-  SD/TRIPP
 OS0098  COUNTRY     -  US
 OS0098  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0098
 OS0098                         *CURRENT SURVEY CONTROL
 OS0098  ______________________________________________________________________
 OS0098* NAD 83(1986) POSITION- 43 08 25.     (N) 100 09 58.     (W)   SCALED
 OS0098* NAVD 88 ORTHO HEIGHT -   694.539 (meters)     2278.67  (feet) ADJUSTED
 OS0098  ______________________________________________________________________
 OS0098  GEOID HEIGHT    -        -23.829 (meters)                     GEOID18
 OS0098  DYNAMIC HEIGHT  -        694.269 (meters)     2277.78  (feet) COMP
 OS0098  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 OS0098
 OS0098  VERT ORDER      -  SECOND    CLASS 0
 OS0098
 OS0098.The horizontal coordinates were scaled from a map and have
 OS0098.an estimated accuracy of +/- 6 seconds.
 OS0098
 OS0098.The orthometric height was determined by differential leveling and
 OS0098.adjusted by the NATIONAL GEODETIC SURVEY
 OS0098.in June 1991.
 OS0098
 OS0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0098.GEOID18 height accuracy estimate available here.
 OS0098
 OS0098.Click photographs - Photos may exist for this station.
 OS0098
 OS0098.The dynamic height is computed by dividing the NAVD 88
 OS0098.geopotential number by the normal gravity value computed on the
 OS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0098.degrees latitude (g = 980.6199 gals.).
 OS0098
 OS0098.The modeled gravity was interpolated from observed gravity values.
 OS0098
 OS0098;                    North         East    Units  Estimated Accuracy
 OS0098;SPC SD S     -    89,660.      613,600.      MT  (+/- 180 meters Scaled)
 OS0098
 OS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN051770(NAD 83)
 OS0098
 OS0098                          SUPERSEDED SURVEY CONTROL
 OS0098
 OS0098  NGVD 29 (??/??/92)  694.201  (m)         2277.56   (f) ADJ UNCH    2 0
 OS0098
 OS0098.Superseded values are not recommended for survey control.
 OS0098
 OS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0098.See file dsdata.pdf to determine how the superseded data were derived.
 OS0098
 OS0098_MARKER: DB = BENCH MARK DISK
 OS0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0098_STAMPING: G 322 1946
 OS0098_MARK LOGO: CGS
 OS0098_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0098+STABILITY: SURFACE MOTION
 OS0098
 OS0098  HISTORY     - Date     Condition        Report By
 OS0098  HISTORY     - 1946     MONUMENTED       CGS
 OS0098
 OS0098                          STATION DESCRIPTION
 OS0098
 OS0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0098'3.5 MI NW FROM KEYAPAHA.
 OS0098'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0098'KEYAPAHA, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, 33 FEET EAST
 OS0098'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 2 FEET
 OS0098'NORTH OF AN EAST-WEST FENCE, 1 FOOT EAST OF THE RIGHT-OF-WAY
 OS0098'FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4
 OS0098'INCHES ABOVE THE GROUND.  STAMPED G 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0751 ***********************************************************************
 OR0751  DESIGNATION -  G 323
 OR0751  PID         -  OR0751
 OR0751  STATE/COUNTY-  SD/TRIPP
 OR0751  COUNTRY     -  US
 OR0751  USGS QUAD   -  MILLBORO (2017)
 OR0751
 OR0751                         *CURRENT SURVEY CONTROL
 OR0751  ______________________________________________________________________
 OR0751* NAD 83(1986) POSITION- 43 03 11.     (N) 099 54 37.     (W)   SCALED
 OR0751* NAVD 88 ORTHO HEIGHT -   670.732 (meters)     2200.56  (feet) ADJUSTED
 OR0751  ______________________________________________________________________
 OR0751  GEOID HEIGHT    -        -24.073 (meters)                     GEOID18
 OR0751  DYNAMIC HEIGHT  -        670.478 (meters)     2199.73  (feet) COMP
 OR0751  MODELED GRAVITY -    980,220.5   (mgal)                       NAVD 88
 OR0751
 OR0751  VERT ORDER      -  SECOND    CLASS 0
 OR0751
 OR0751.The horizontal coordinates were scaled from a map and have
 OR0751.an estimated accuracy of +/- 6 seconds.
 OR0751
 OR0751.The orthometric height was determined by differential leveling and
 OR0751.adjusted by the NATIONAL GEODETIC SURVEY
 OR0751.in June 1991.
 OR0751
 OR0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0751.GEOID18 height accuracy estimate available here.
 OR0751
 OR0751.Click photographs - Photos may exist for this station.
 OR0751
 OR0751.The dynamic height is computed by dividing the NAVD 88
 OR0751.geopotential number by the normal gravity value computed on the
 OR0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0751.degrees latitude (g = 980.6199 gals.).
 OR0751
 OR0751.The modeled gravity was interpolated from observed gravity values.
 OR0751
 OR0751;                    North         East    Units  Estimated Accuracy
 OR0751;SPC SD S     -    80,040.      634,470.      MT  (+/- 180 meters Scaled)
 OR0751
 OR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN258671(NAD 83)
 OR0751
 OR0751                          SUPERSEDED SURVEY CONTROL
 OR0751
 OR0751  NGVD 29 (??/??/92)  670.419  (m)         2199.53   (f) ADJ UNCH    2 0
 OR0751
 OR0751.Superseded values are not recommended for survey control.
 OR0751
 OR0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0751.See file dsdata.pdf to determine how the superseded data were derived.
 OR0751
 OR0751_MARKER: DB = BENCH MARK DISK
 OR0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0751_STAMPING: G 323 1946
 OR0751_MARK LOGO: CGS
 OR0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0751+STABILITY: SURFACE MOTION
 OR0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0751+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0751
 OR0751  HISTORY     - Date     Condition        Report By
 OR0751  HISTORY     - 1946     MONUMENTED       CGS
 OR0751  HISTORY     - 19870708 SEE DESCRIPTION  NGS
 OR0751
 OR0751                          STATION DESCRIPTION
 OR0751
 OR0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0751'9 MI NW FROM WEWELA.
 OR0751'0.3 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WEWELA,
 OR0751'THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES WEST
 OR0751'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 OR0751'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH
 OR0751'ALONG A DIRT ROAD, THENCE 0.9 MILE WEST ALONG A DIRT ROAD, AND
 OR0751'IN THE NORTHWEST CORNER OF A SCHOOLYARD, 159 FEET NORTHWEST OF
 OR0751'THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 34 FEET SOUTH OF
 OR0751'THE CENTER LINE OF THE ROAD, 2 FEET EAST OF THE WEST BOUNDARY
 OR0751'OF THE SCHOOLYARD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1
 OR0751'FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 IN X 4 IN
 OR0751'MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
 OR0751
 OR0751                          STATION RECOVERY (1987)
 OR0751
 OR0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0751'NOT FOUND AND CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0837 ***********************************************************************
 NM0837  DESIGNATION -  G 324
 NM0837  PID         -  NM0837
 NM0837  STATE/COUNTY-  SD/UNION
 NM0837  COUNTRY     -  US
 NM0837  USGS QUAD   -  ELK POINT NE (2018)
 NM0837
 NM0837                         *CURRENT SURVEY CONTROL
 NM0837  ______________________________________________________________________
 NM0837* NAD 83(1986) POSITION- 42 38 48.     (N) 096 37 16.     (W)   SCALED
 NM0837* NAVD 88 ORTHO HEIGHT -   341.107 (meters)     1119.12  (feet) ADJUSTED
 NM0837  ______________________________________________________________________
 NM0837  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 NM0837  DYNAMIC HEIGHT  -        341.005 (meters)     1118.78  (feet) COMP
 NM0837  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 NM0837
 NM0837  VERT ORDER      -  FIRST     CLASS II
 NM0837
 NM0837.The horizontal coordinates were scaled from a map and have
 NM0837.an estimated accuracy of +/- 6 seconds.
 NM0837
 NM0837.The orthometric height was determined by differential leveling and
 NM0837.adjusted by the NATIONAL GEODETIC SURVEY
 NM0837.in June 1991.
 NM0837
 NM0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0837.GEOID18 height accuracy estimate available here.
 NM0837
 NM0837.Click photographs - Photos may exist for this station.
 NM0837
 NM0837.The dynamic height is computed by dividing the NAVD 88
 NM0837.geopotential number by the normal gravity value computed on the
 NM0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0837.degrees latitude (g = 980.6199 gals.).
 NM0837
 NM0837.The modeled gravity was interpolated from observed gravity values.
 NM0837
 NM0837;                    North         East    Units  Estimated Accuracy
 NM0837;SPC SD S     -    41,610.      904,340.      MT  (+/- 180 meters Scaled)
 NM0837
 NM0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN950243(NAD 83)
 NM0837
 NM0837                          SUPERSEDED SURVEY CONTROL
 NM0837
 NM0837  NGVD 29 (??/??/92)  340.933  (m)         1118.54   (f) ADJ UNCH    1 2
 NM0837
 NM0837.Superseded values are not recommended for survey control.
 NM0837
 NM0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0837.See file dsdata.pdf to determine how the superseded data were derived.
 NM0837
 NM0837_MARKER: DB = BENCH MARK DISK
 NM0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0837_STAMPING: G 324 1948
 NM0837_MARK LOGO: CGS
 NM0837_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0837+STABILITY: SURFACE MOTION
 NM0837
 NM0837  HISTORY     - Date     Condition        Report By
 NM0837  HISTORY     - 1948     MONUMENTED       CGS
 NM0837  HISTORY     - 1965     GOOD             CGS
 NM0837  HISTORY     - 20120515 MARK NOT FOUND   INDIV
 NM0837
 NM0837                          STATION DESCRIPTION
 NM0837
 NM0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NM0837'4 MI SE FROM ELK POINT.
 NM0837'4.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 NM0837'PACIFIC RAILROAD, FROM THE STATION AT ELK POINT, BETWEEN THE
 NM0837'TRACKS AND HIGHWAY 77, 65.5 FT. NORTH OF MILEPOST 530, 27.0 FT.
 NM0837'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 36.5 FT. SOUTHWEST
 NM0837'OF THE CENTER LINE OF THE HIGHWAY, 17.3 FT. SOUTHEAST OF A POWER
 NM0837'LINE POLE, 2.4 FT. SOUTHEAST OF A REFERENCE POST, STANDARD DISK
 NM0837'SET IN THE TOP OF A CONCRETE POST, PROJECTING ABOUT 0.5 FT. ABOVE
 NM0837'THE GROUND.
 NM0837
 NM0837                          STATION RECOVERY (2012)
 NM0837
 NM0837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0837'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0788 ***********************************************************************
 NM0788  DESIGNATION -  G 325
 NM0788  PID         -  NM0788
 NM0788  STATE/COUNTY-  SD/UNION
 NM0788  COUNTRY     -  US
 NM0788  USGS QUAD   -  PONCA (2017)
 NM0788
 NM0788                         *CURRENT SURVEY CONTROL
 NM0788  ______________________________________________________________________
 NM0788* NAD 83(1986) POSITION- 42 35 27.     (N) 096 37 31.     (W)   SCALED
 NM0788* NAVD 88 ORTHO HEIGHT -   339.631 (meters)     1114.27  (feet) ADJUSTED
 NM0788  ______________________________________________________________________
 NM0788  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 NM0788  DYNAMIC HEIGHT  -        339.526 (meters)     1113.93  (feet) COMP
 NM0788  MODELED GRAVITY -    980,302.8   (mgal)                       NAVD 88
 NM0788
 NM0788  VERT ORDER      -  SECOND    CLASS 0
 NM0788
 NM0788.The horizontal coordinates were scaled from a map and have
 NM0788.an estimated accuracy of +/- 6 seconds.
 NM0788
 NM0788.The orthometric height was determined by differential leveling and
 NM0788.adjusted by the NATIONAL GEODETIC SURVEY
 NM0788.in June 1991.
 NM0788
 NM0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0788.GEOID18 height accuracy estimate available here.
 NM0788
 NM0788.Click photographs - Photos may exist for this station.
 NM0788
 NM0788.The dynamic height is computed by dividing the NAVD 88
 NM0788.geopotential number by the normal gravity value computed on the
 NM0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0788.degrees latitude (g = 980.6199 gals.).
 NM0788
 NM0788.The modeled gravity was interpolated from observed gravity values.
 NM0788
 NM0788;                    North         East    Units  Estimated Accuracy
 NM0788;SPC SD S     -    35,400.      904,280.      MT  (+/- 180 meters Scaled)
 NM0788
 NM0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN948181(NAD 83)
 NM0788
 NM0788                          SUPERSEDED SURVEY CONTROL
 NM0788
 NM0788  NGVD 29 (??/??/92)  339.457  (m)         1113.70   (f) ADJ UNCH    2 0
 NM0788
 NM0788.Superseded values are not recommended for survey control.
 NM0788
 NM0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0788.See file dsdata.pdf to determine how the superseded data were derived.
 NM0788
 NM0788_MARKER: DB = BENCH MARK DISK
 NM0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0788_STAMPING: G 325 1948
 NM0788_MARK LOGO: CGS
 NM0788_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0788+STABILITY: SURFACE MOTION
 NM0788
 NM0788  HISTORY     - Date     Condition        Report By
 NM0788  HISTORY     - 1948     MONUMENTED       CGS
 NM0788
 NM0788                          STATION DESCRIPTION
 NM0788
 NM0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0788'4.3 MI W FROM JEFFERSON.
 NM0788'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0788'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0788'WEST ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 NM0788'THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, IN THE NORTHEAST
 NM0788'QUARTER OF A ROAD CROSSING, 76.0 FEET EAST OF THE CENTER LINE OF
 NM0788'THE NORTH-SOUTH ROAD, 40.0 FEET EAST OF A CORNER FENCE POST, 26.0
 NM0788'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.5 FEET SOUTH
 NM0788'OF A FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 NM0788'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0131 ***********************************************************************
 OQ0131  DESIGNATION -  G 326
 OQ0131  PID         -  OQ0131
 OQ0131  STATE/COUNTY-  SD/LINCOLN
 OQ0131  COUNTRY     -  US
 OQ0131  USGS QUAD   -  FAIRVIEW (2017)
 OQ0131
 OQ0131                         *CURRENT SURVEY CONTROL
 OQ0131  ______________________________________________________________________
 OQ0131* NAD 83(1986) POSITION- 43 13 20.     (N) 096 29 05.     (W)   SCALED
 OQ0131* NAVD 88 ORTHO HEIGHT -   369.892 (meters)     1213.55  (feet) ADJUSTED
 OQ0131  ______________________________________________________________________
 OQ0131  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 OQ0131  DYNAMIC HEIGHT  -        369.791 (meters)     1213.22  (feet) COMP
 OQ0131  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 OQ0131
 OQ0131  VERT ORDER      -  FIRST     CLASS II
 OQ0131
 OQ0131.The horizontal coordinates were scaled from a map and have
 OQ0131.an estimated accuracy of +/- 6 seconds.
 OQ0131
 OQ0131.The orthometric height was determined by differential leveling and
 OQ0131.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0131.in June 1991.
 OQ0131
 OQ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0131.GEOID18 height accuracy estimate available here.
 OQ0131
 OQ0131.Click photographs - Photos may exist for this station.
 OQ0131
 OQ0131.The dynamic height is computed by dividing the NAVD 88
 OQ0131.geopotential number by the normal gravity value computed on the
 OQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0131.degrees latitude (g = 980.6199 gals.).
 OQ0131
 OQ0131.The modeled gravity was interpolated from observed gravity values.
 OQ0131
 OQ0131;                    North         East    Units  Estimated Accuracy
 OQ0131;SPC SD S     -   105,990.      912,550.      MT  (+/- 180 meters Scaled)
 OQ0131
 OQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN042885(NAD 83)
 OQ0131
 OQ0131                          SUPERSEDED SURVEY CONTROL
 OQ0131
 OQ0131  NGVD 29 (??/??/92)  369.663  (m)         1212.80   (f) ADJ UNCH    1 2
 OQ0131
 OQ0131.Superseded values are not recommended for survey control.
 OQ0131
 OQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0131.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0131
 OQ0131_MARKER: DB = BENCH MARK DISK
 OQ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0131_STAMPING: G 326 1949
 OQ0131_MARK LOGO: CGS
 OQ0131_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0131+STABILITY: SURFACE MOTION
 OQ0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0131+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2012
 OQ0131
 OQ0131  HISTORY     - Date     Condition        Report By
 OQ0131  HISTORY     - 1949     MONUMENTED       CGS
 OQ0131  HISTORY     - 20120106 GOOD             INDIV
 OQ0131
 OQ0131                          STATION DESCRIPTION
 OQ0131
 OQ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0131'AT FAIRVIEW.
 OQ0131'AT FAIRVIEW, 123.7 FEET NORTH OF THE NORTH CORNER OF THE RAILROAD
 OQ0131'STATION, 190.0 FEET EAST OF THE EAST CORNER OF THE ELEVATOR, 96.6
 OQ0131'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 23.0 FEET
 OQ0131'NORTHWEST OF THE CENTER OF AN IRON FRAME GATE, 9.6 FEET SOUTH
 OQ0131'OF A POLE, 1.7 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE, 1.4 FEET
 OQ0131'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 OQ0131'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0131
 OQ0131                          STATION RECOVERY (2012)
 OQ0131
 OQ0131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0131'RAILROAD STATION HAS BEEN REMOVED, IRON FRAME GATE IS GONE, POLE IS
 OQ0131'GONE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0157 ***********************************************************************
 OQ0157  DESIGNATION -  G 327
 OQ0157  PID         -  OQ0157
 OQ0157  STATE/COUNTY-  SD/LINCOLN
 OQ0157  COUNTRY     -  US
 OQ0157  USGS QUAD   -  HARRISBURG (2017)
 OQ0157
 OQ0157                         *CURRENT SURVEY CONTROL
 OQ0157  ______________________________________________________________________
 OQ0157* NAD 83(1986) POSITION- 43 26 46.     (N) 096 41 50.     (W)   SCALED
 OQ0157* NAVD 88 ORTHO HEIGHT -   437.945 (meters)     1436.82  (feet) ADJUSTED
 OQ0157  ______________________________________________________________________
 OQ0157  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 OQ0157  DYNAMIC HEIGHT  -        437.827 (meters)     1436.44  (feet) COMP
 OQ0157  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 OQ0157
 OQ0157  VERT ORDER      -  FIRST     CLASS II
 OQ0157
 OQ0157.The horizontal coordinates were scaled from a map and have
 OQ0157.an estimated accuracy of +/- 6 seconds.
 OQ0157
 OQ0157.The orthometric height was determined by differential leveling and
 OQ0157.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0157.in June 1991.
 OQ0157
 OQ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0157.GEOID18 height accuracy estimate available here.
 OQ0157
 OQ0157.Click photographs - Photos may exist for this station.
 OQ0157
 OQ0157.The dynamic height is computed by dividing the NAVD 88
 OQ0157.geopotential number by the normal gravity value computed on the
 OQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0157.degrees latitude (g = 980.6199 gals.).
 OQ0157
 OQ0157.The modeled gravity was interpolated from observed gravity values.
 OQ0157
 OQ0157;                    North         East    Units  Estimated Accuracy
 OQ0157;SPC SD S     -   130,060.      894,220.      MT  (+/- 180 meters Scaled)
 OQ0157
 OQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP863129(NAD 83)
 OQ0157
 OQ0157                          SUPERSEDED SURVEY CONTROL
 OQ0157
 OQ0157  NGVD 29 (??/??/92)  437.680  (m)         1435.96   (f) ADJ UNCH    1 2
 OQ0157
 OQ0157.Superseded values are not recommended for survey control.
 OQ0157
 OQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0157.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0157
 OQ0157_MARKER: DB = BENCH MARK DISK
 OQ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0157_STAMPING: G 327 1949
 OQ0157_MARK LOGO: CGS
 OQ0157_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0157+STABILITY: SURFACE MOTION
 OQ0157
 OQ0157  HISTORY     - Date     Condition        Report By
 OQ0157  HISTORY     - 1949     MONUMENTED       CGS
 OQ0157  HISTORY     - 20110218 MARK NOT FOUND   INDIV
 OQ0157
 OQ0157                          STATION DESCRIPTION
 OQ0157
 OQ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0157'1 MI N FROM HARRISBURG.
 OQ0157'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0157'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, 45.0
 OQ0157'FEET WEST OF THE WEST RAIL, 38.0 FEET NORTH OF THE CENTER LINE
 OQ0157'OF THE ROAD, 11.0 FEET NORTHWEST OF A POLE, 6.0 FEET NORTH
 OQ0157'OF A FENCE CORNER POST, 2.0 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 OQ0157'1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 OQ0157'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0157
 OQ0157                          STATION RECOVERY (2011)
 OQ0157
 OQ0157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0230 ***********************************************************************
 OQ0230  DESIGNATION -  G 328
 OQ0230  PID         -  OQ0230
 OQ0230  STATE/COUNTY-  SD/LINCOLN
 OQ0230  COUNTRY     -  US
 OQ0230  USGS QUAD   -  KLONDIKE (2018)
 OQ0230
 OQ0230                         *CURRENT SURVEY CONTROL
 OQ0230  ______________________________________________________________________
 OQ0230* NAD 83(1986) POSITION- 43 26 51.     (N) 096 36 31.     (W)   SCALED
 OQ0230* NAVD 88 ORTHO HEIGHT -   408.498 (meters)     1340.21  (feet) ADJUSTED
 OQ0230  ______________________________________________________________________
 OQ0230  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 OQ0230  DYNAMIC HEIGHT  -        408.389 (meters)     1339.86  (feet) COMP
 OQ0230  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 OQ0230
 OQ0230  VERT ORDER      -  SECOND    CLASS 0
 OQ0230
 OQ0230.The horizontal coordinates were scaled from a map and have
 OQ0230.an estimated accuracy of +/- 6 seconds.
 OQ0230
 OQ0230.The orthometric height was determined by differential leveling and
 OQ0230.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0230.in June 1991.
 OQ0230
 OQ0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0230.GEOID18 height accuracy estimate available here.
 OQ0230
 OQ0230.Click photographs - Photos may exist for this station.
 OQ0230
 OQ0230.The dynamic height is computed by dividing the NAVD 88
 OQ0230.geopotential number by the normal gravity value computed on the
 OQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0230.degrees latitude (g = 980.6199 gals.).
 OQ0230
 OQ0230.The modeled gravity was interpolated from observed gravity values.
 OQ0230
 OQ0230;                    North         East    Units  Estimated Accuracy
 OQ0230;SPC SD S     -   130,530.      901,380.      MT  (+/- 180 meters Scaled)
 OQ0230
 OQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP935132(NAD 83)
 OQ0230
 OQ0230                          SUPERSEDED SURVEY CONTROL
 OQ0230
 OQ0230  NGVD 29 (??/??/92)  408.238  (m)         1339.36   (f) ADJ UNCH    2 0
 OQ0230
 OQ0230.Superseded values are not recommended for survey control.
 OQ0230
 OQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0230.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0230
 OQ0230_MARKER: DB = BENCH MARK DISK
 OQ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0230_STAMPING: G 328 1949
 OQ0230_MARK LOGO: CGS
 OQ0230_PROJECTION: PROJECTING 21 CENTIMETERS
 OQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0230+STABILITY: SURFACE MOTION
 OQ0230
 OQ0230  HISTORY     - Date     Condition        Report By
 OQ0230  HISTORY     - 1949     MONUMENTED       CGS
 OQ0230
 OQ0230                          STATION DESCRIPTION
 OQ0230
 OQ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0230'5.6 MI NE FROM HARRISBURG.
 OQ0230'4.5 MILES EAST ALONG A GRAVELED ROAD FROM TEH RAILROAD STATION
 OQ0230'AT HARRISBURG, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0230'0.2 MILES SOUTH OF A Y JUNCTION OF T ROAD LEADING EAST, 40.0
 OQ0230'FEET EAST OF HTE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF THE
 OQ0230'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 OQ0230'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0231 ***********************************************************************
 OQ0231  DESIGNATION -  G 328 RESET
 OQ0231  PID         -  OQ0231
 OQ0231  STATE/COUNTY-  SD/LINCOLN
 OQ0231  COUNTRY     -  US
 OQ0231  USGS QUAD   -  KLONDIKE (2018)
 OQ0231
 OQ0231                         *CURRENT SURVEY CONTROL
 OQ0231  ______________________________________________________________________
 OQ0231* NAD 83(1986) POSITION- 43 26 51.     (N) 096 36 31.     (W)   SCALED
 OQ0231* NAVD 88 ORTHO HEIGHT -   409.22  (+/-2cm)     1342.6   (feet) VERTCON3
 OQ0231  ______________________________________________________________________
 OQ0231  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 OQ0231  VERT ORDER      -  THIRD (See Below)
 OQ0231
 OQ0231.The horizontal coordinates were scaled from a map and have
 OQ0231.an estimated accuracy of +/- 6 seconds.
 OQ0231
 OQ0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0231
 OQ0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0231.GEOID18 height accuracy estimate available here.
 OQ0231
 OQ0231.The vertical order pertains to the NGVD 29 superseded value.
 OQ0231
 OQ0231.Click photographs - Photos may exist for this station.
 OQ0231
 OQ0231;                    North         East    Units  Estimated Accuracy
 OQ0231;SPC SD S     -   130,530.      901,380.      MT  (+/- 180 meters Scaled)
 OQ0231
 OQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP935132(NAD 83)
 OQ0231
 OQ0231                          SUPERSEDED SURVEY CONTROL
 OQ0231
 OQ0231  NGVD 29 (??/??/??)  408.96   (m)         1341.7    (f) RESET       3  
 OQ0231
 OQ0231.Superseded values are not recommended for survey control.
 OQ0231
 OQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0231.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0231
 OQ0231_MARKER: DB = BENCH MARK DISK
 OQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0231_STAMPING: G 328 RESET 1961
 OQ0231_MARK LOGO: CGS
 OQ0231_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0231+STABILITY: SURFACE MOTION
 OQ0231
 OQ0231  HISTORY     - Date     Condition        Report By
 OQ0231  HISTORY     - 1961     MONUMENTED       CGS
 OQ0231
 OQ0231                          STATION DESCRIPTION
 OQ0231
 OQ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OQ0231'5.6 MI NE FROM HARRISBURG.
 OQ0231'THIS MARK IS LOCATED 4.5 MILES EAST ALONG A SURFACE ROAD FROM THE
 OQ0231'RAILROAD STATION AT HARRISBURG, THENCE NORTH ABOUT 1.1 MILES, ABOUT
 OQ0231'0.15 MILE SOUTH OF A Y-JUNCTION, ABOUT 132 FEET EAST OF THE
 OQ0231'CENTERLINE OF THE MAIN ROAD AND 1 1/2 FEET SOUTH OF A WHITE
 OQ0231'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0231'ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0260 ***********************************************************************
 PR0260  DESIGNATION -  G 329
 PR0260  PID         -  PR0260
 PR0260  STATE/COUNTY-  SD/BROOKINGS
 PR0260  COUNTRY     -  US
 PR0260  USGS QUAD   -  FLANDREAU NW (2017)
 PR0260
 PR0260                         *CURRENT SURVEY CONTROL
 PR0260  ______________________________________________________________________
 PR0260* NAD 83(1986) POSITION- 44 12 35.     (N) 096 44 46.     (W)   SCALED
 PR0260* NAVD 88 ORTHO HEIGHT -   487.687 (meters)     1600.02  (feet) ADJUSTED
 PR0260  ______________________________________________________________________
 PR0260  GEOID HEIGHT    -        -25.692 (meters)                     GEOID18
 PR0260  DYNAMIC HEIGHT  -        487.586 (meters)     1599.69  (feet) COMP
 PR0260  MODELED GRAVITY -    980,396.3   (mgal)                       NAVD 88
 PR0260
 PR0260  VERT ORDER      -  FIRST     CLASS II
 PR0260
 PR0260.The horizontal coordinates were scaled from a map and have
 PR0260.an estimated accuracy of +/- 6 seconds.
 PR0260
 PR0260.The orthometric height was determined by differential leveling and
 PR0260.adjusted by the NATIONAL GEODETIC SURVEY
 PR0260.in October 1997.
 PR0260
 PR0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0260.GEOID18 height accuracy estimate available here.
 PR0260
 PR0260.Click photographs - Photos may exist for this station.
 PR0260
 PR0260.The dynamic height is computed by dividing the NAVD 88
 PR0260.geopotential number by the normal gravity value computed on the
 PR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0260.degrees latitude (g = 980.6199 gals.).
 PR0260
 PR0260.The modeled gravity was interpolated from observed gravity values.
 PR0260
 PR0260;                    North         East    Units  Estimated Accuracy
 PR0260;SPC SD N     -    47,050.      860,000.      MT  (+/- 180 meters Scaled)
 PR0260
 PR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP800976(NAD 83)
 PR0260
 PR0260                          SUPERSEDED SURVEY CONTROL
 PR0260
 PR0260  NAVD 88 (06/15/91)  487.705  (m)         1600.08   (f) SUPERSEDED  1 2
 PR0260  NGVD 29 (??/??/92)  487.444  (m)         1599.22   (f) ADJ UNCH    1 2
 PR0260
 PR0260.Superseded values are not recommended for survey control.
 PR0260
 PR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0260.See file dsdata.pdf to determine how the superseded data were derived.
 PR0260
 PR0260_MARKER: DB = BENCH MARK DISK
 PR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0260_STAMPING: G 329 1949
 PR0260_MARK LOGO: CGS
 PR0260_PROJECTION: RECESSED 3 CENTIMETERS
 PR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0260+STABILITY: SURFACE MOTION
 PR0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0260+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0260
 PR0260  HISTORY     - Date     Condition        Report By
 PR0260  HISTORY     - 1949     MONUMENTED       CGS
 PR0260  HISTORY     - 19900703 GOOD             NGS
 PR0260
 PR0260                          STATION DESCRIPTION
 PR0260
 PR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0260'9.3 MI S FROM BROOKINGS.
 PR0260'7.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0260'BROOKINGS, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, AT A
 PR0260'ROAD INTERSECTION, AT A SCHOOLYARD, 148.0 FEET SOUTH OF THE
 PR0260'CENTER LINE OF AN EAST-WEST ROAD, 87.0 FEET EAST OF THE CENTER
 PR0260'LINE OF A NORTH-SOUTH ROAD, 58.6 FEET NORTH OF A FENCE ALONG
 PR0260'THE SOUTH SIDE OF THE SCHOOLYARD, 33.2 FEET SOUTHWEST OF THE
 PR0260'SOUTHWEST CORNER OF THE SCHOOLHOUSE, 7.3 FEET WEST OF A WELL
 PR0260'PUMP, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 PR0260'UNDERGROUND.
 PR0260
 PR0260                          STATION RECOVERY (1990)
 PR0260
 PR0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0260'11.8 KM (7.3 MI) SOUTHERLY ALONG MAIN AVENUE (COUNTY ROAD 77) FROM ITS
 PR0260'JUNCTION WITH U.S. HIGHWAY 24 (6TH STREET) IN BROOKINGS, THENCE 3.2
 PR0260'EASTERLY ALONG COUNTY ROAD 22, 45.0 M (147.6 FT) SOUTH OF THE CENTER
 PR0260'OF THE ROAD, 24.6 M (80.7 FT) NORTHEAST OF A FENCE CORNER, 17.9 M
 PR0260'(58.7 FT) NORTH OF A FENCE, 2.3 M (7.5 FT) WEST OF A 2 FOOT DIAMETER
 PR0260'CONCRETE SLAB, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 PR0260'MONUMENT IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0367 ***********************************************************************
 PR0367  DESIGNATION -  G 330
 PR0367  PID         -  PR0367
 PR0367  STATE/COUNTY-  SD/BROOKINGS
 PR0367  COUNTRY     -  US
 PR0367  USGS QUAD   -  ESTELLINE (2017)
 PR0367
 PR0367                         *CURRENT SURVEY CONTROL
 PR0367  ______________________________________________________________________
 PR0367* NAD 83(1986) POSITION- 44 30 51.     (N) 096 53 19.     (W)   SCALED
 PR0367* NAVD 88 ORTHO HEIGHT -   499.367 (meters)     1638.34  (feet) ADJUSTED
 PR0367  ______________________________________________________________________
 PR0367  GEOID HEIGHT    -        -24.966 (meters)                     GEOID18
 PR0367  DYNAMIC HEIGHT  -        499.291 (meters)     1638.09  (feet) COMP
 PR0367  MODELED GRAVITY -    980,448.5   (mgal)                       NAVD 88
 PR0367
 PR0367  VERT ORDER      -  SECOND    CLASS 0
 PR0367
 PR0367.The horizontal coordinates were scaled from a map and have
 PR0367.an estimated accuracy of +/- 6 seconds.
 PR0367
 PR0367.The orthometric height was determined by differential leveling and
 PR0367.adjusted by the NATIONAL GEODETIC SURVEY
 PR0367.in June 1991.
 PR0367
 PR0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0367.GEOID18 height accuracy estimate available here.
 PR0367
 PR0367.Click photographs - Photos may exist for this station.
 PR0367
 PR0367.The dynamic height is computed by dividing the NAVD 88
 PR0367.geopotential number by the normal gravity value computed on the
 PR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0367.degrees latitude (g = 980.6199 gals.).
 PR0367
 PR0367.The modeled gravity was interpolated from observed gravity values.
 PR0367
 PR0367;                    North         East    Units  Estimated Accuracy
 PR0367;SPC SD N     -    80,410.      847,320.      MT  (+/- 180 meters Scaled)
 PR0367
 PR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ678311(NAD 83)
 PR0367
 PR0367                          SUPERSEDED SURVEY CONTROL
 PR0367
 PR0367  NGVD 29 (??/??/92)  499.096  (m)         1637.45   (f) ADJ UNCH    2 0
 PR0367
 PR0367.Superseded values are not recommended for survey control.
 PR0367
 PR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0367.See file dsdata.pdf to determine how the superseded data were derived.
 PR0367
 PR0367_MARKER: DB = BENCH MARK DISK
 PR0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0367_STAMPING: G 330 1949
 PR0367_MARK LOGO: CGS
 PR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0367+STABILITY: SURFACE MOTION
 PR0367
 PR0367  HISTORY     - Date     Condition        Report By
 PR0367  HISTORY     - 1949     MONUMENTED       CGS
 PR0367
 PR0367                          STATION DESCRIPTION
 PR0367
 PR0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0367'5.4 MI N FROM BRUCE.
 PR0367'5.4 MI N ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH WESTERN
 PR0367'RAILWAY STATION AT BRUCE, AT A ROAD INTERSECTION, 76 FT W OF THE
 PR0367'CENTER LINE OF A NORTH-SOUTH ROAD, 51 FT S OF THE CENTER LINE
 PR0367'OF AN EAST-WEST ROAD, 29.7 FT SSW OF THE S END OF AN 18-INCH
 PR0367'CONCRETE TILE CULVERT UNDER THE EAST-WEST ROAD, 4.6 FT W OF A
 PR0367'FENCE CORNER, 1.6 FT E OF A REFERENCE POST, 1.2 FT N OF A FENCE,
 PR0367'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT ABOVE
 PR0367'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0265 ***********************************************************************
 PT0265  DESIGNATION -  G 332
 PT0265  PID         -  PT0265
 PT0265  STATE/COUNTY-  SD/STANLEY
 PT0265  COUNTRY     -  US
 PT0265  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0265
 PT0265                         *CURRENT SURVEY CONTROL
 PT0265  ______________________________________________________________________
 PT0265* NAD 83(1986) POSITION- 44 29 28.     (N) 100 36 58.     (W)   SCALED
 PT0265* NAVD 88 ORTHO HEIGHT -   450.318 (meters)     1477.42  (feet) ADJUSTED
 PT0265  ______________________________________________________________________
 PT0265  GEOID HEIGHT    -        -22.820 (meters)                     GEOID18
 PT0265  DYNAMIC HEIGHT  -        450.226 (meters)     1477.12  (feet) COMP
 PT0265  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 PT0265
 PT0265  VERT ORDER      -  FIRST     CLASS II
 PT0265
 PT0265.The horizontal coordinates were scaled from a map and have
 PT0265.an estimated accuracy of +/- 6 seconds.
 PT0265
 PT0265.The orthometric height was determined by differential leveling and
 PT0265.adjusted by the NATIONAL GEODETIC SURVEY
 PT0265.in June 1991.
 PT0265
 PT0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0265.GEOID18 height accuracy estimate available here.
 PT0265
 PT0265.Click photographs - Photos may exist for this station.
 PT0265
 PT0265.The dynamic height is computed by dividing the NAVD 88
 PT0265.geopotential number by the normal gravity value computed on the
 PT0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0265.degrees latitude (g = 980.6199 gals.).
 PT0265
 PT0265.The modeled gravity was interpolated from observed gravity values.
 PT0265
 PT0265;                    North         East    Units  Estimated Accuracy
 PT0265;SPC SD S     -   239,760.      577,510.      MT  (+/- 180 meters Scaled)
 PT0265
 PT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ715276(NAD 83)
 PT0265
 PT0265                          SUPERSEDED SURVEY CONTROL
 PT0265
 PT0265  NGVD 29 (??/??/92)  449.934  (m)         1476.16   (f) ADJ UNCH    1 2
 PT0265
 PT0265.Superseded values are not recommended for survey control.
 PT0265
 PT0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0265.See file dsdata.pdf to determine how the superseded data were derived.
 PT0265
 PT0265_MARKER: DB = BENCH MARK DISK
 PT0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0265_STAMPING: G 332 1949
 PT0265_MARK LOGO: CGS
 PT0265_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0265+STABILITY: SURFACE MOTION
 PT0265
 PT0265  HISTORY     - Date     Condition        Report By
 PT0265  HISTORY     - 1949     MONUMENTED       CGS
 PT0265  HISTORY     - 1951     GOOD             CGS
 PT0265
 PT0265                          STATION DESCRIPTION
 PT0265
 PT0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0265'18.4 MI NW FROM FORT PIERRE.
 PT0265'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0265'COURTHOUSE AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION
 PT0265'RIDGE ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, 0.1 MILE
 PT0265'NORTHEAST OF A STEEL AND WOODEN BRIDGE OVER CHANTIER CREEK,
 PT0265'SOUTHEAST AND AT THE FOOT OF A BARE RIDGE, 37 FEET NORTH OF THE
 PT0265'CENTER LINE OF ROAD, 2.0 FEET SOUTH OF A FENCE LINE, 1.8 FEET
 PT0265'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 PT0265'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PT0265
 PT0265                          STATION RECOVERY (1951)
 PT0265
 PT0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0084 ***********************************************************************
 QS0084  DESIGNATION -  G 333
 QS0084  PID         -  QS0084
 QS0084  STATE/COUNTY-  SD/CAMPBELL
 QS0084  COUNTRY     -  US
 QS0084  USGS QUAD   -  POLLOCK NW (2017)
 QS0084
 QS0084                         *CURRENT SURVEY CONTROL
 QS0084  ______________________________________________________________________
 QS0084* NAD 83(1986) POSITION- 45 54 06.     (N) 100 24 48.     (W)   SCALED
 QS0084* NAVD 88 ORTHO HEIGHT -   482.780 (meters)     1583.92  (feet) ADJUSTED
 QS0084  ______________________________________________________________________
 QS0084  GEOID HEIGHT    -        -21.745 (meters)                     GEOID18
 QS0084  DYNAMIC HEIGHT  -        482.750 (meters)     1583.82  (feet) COMP
 QS0084  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 QS0084
 QS0084  VERT ORDER      -  FIRST     CLASS II
 QS0084
 QS0084.The horizontal coordinates were scaled from a map and have
 QS0084.an estimated accuracy of +/- 6 seconds.
 QS0084
 QS0084.The orthometric height was determined by differential leveling and
 QS0084.adjusted by the NATIONAL GEODETIC SURVEY
 QS0084.in June 1991.
 QS0084
 QS0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0084.GEOID18 height accuracy estimate available here.
 QS0084
 QS0084.Click photographs - Photos may exist for this station.
 QS0084
 QS0084.The dynamic height is computed by dividing the NAVD 88
 QS0084.geopotential number by the normal gravity value computed on the
 QS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0084.degrees latitude (g = 980.6199 gals.).
 QS0084
 QS0084.The modeled gravity was interpolated from observed gravity values.
 QS0084
 QS0084;                    North         East    Units  Estimated Accuracy
 QS0084;SPC SD N     -   229,930.      567,920.      MT  (+/- 180 meters Scaled)
 QS0084
 QS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR903840(NAD 83)
 QS0084
 QS0084                          SUPERSEDED SURVEY CONTROL
 QS0084
 QS0084  NGVD 29 (??/??/92)  482.396  (m)         1582.66   (f) ADJ UNCH    1 2
 QS0084
 QS0084.Superseded values are not recommended for survey control.
 QS0084
 QS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0084.See file dsdata.pdf to determine how the superseded data were derived.
 QS0084
 QS0084_MARKER: DB = BENCH MARK DISK
 QS0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0084_STAMPING: G 333 1949
 QS0084_MARK LOGO: CGS
 QS0084_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0084+STABILITY: SURFACE MOTION
 QS0084
 QS0084  HISTORY     - Date     Condition        Report By
 QS0084  HISTORY     - 1949     MONUMENTED       CGS
 QS0084
 QS0084                          STATION DESCRIPTION
 QS0084
 QS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0084'9.9 MI SW FROM POLLOCK.
 QS0084'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0084'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED
 QS0084'DIRT ROAD, THENCE 3.2 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 QS0084'2.3 MILES SOUTHEAST ALONG THE RIVER ROAD, WEST OF AND AT THE FOOT
 QS0084'OF THE RIVER BLUFFS, ABOUT 90 YARDS (PACED) EAST OF THE EAST
 QS0084'BANK OF THE MISSOURI RIVER, 23 FEET EAST OF THE CENTER LINE OF
 QS0084'THE ROAD, AND ABOUT 5 FEET HIGHER THAN THE ROAD, 1.7 FEET WEST
 QS0084'OF A FENCE LINE, 1.7 FEET NORTH OF A REFERENCE POST, AND SET IN
 QS0084'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 QS0084'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0474 ***********************************************************************
 OT0474  DESIGNATION -  G 334
 OT0474  PID         -  OT0474
 OT0474  STATE/COUNTY-  SD/FALL RIVER
 OT0474  COUNTRY     -  US
 OT0474  USGS QUAD   -  EDGEMONT (2017)
 OT0474
 OT0474                         *CURRENT SURVEY CONTROL
 OT0474  ______________________________________________________________________
 OT0474* NAD 83(1986) POSITION- 43 20 02.     (N) 103 51 24.     (W)   SCALED
 OT0474* NAVD 88 ORTHO HEIGHT -  1052.497 (meters)     3453.07  (feet) ADJUSTED
 OT0474  ______________________________________________________________________
 OT0474  GEOID HEIGHT    -        -14.988 (meters)                     GEOID18
 OT0474  DYNAMIC HEIGHT  -       1052.063 (meters)     3451.64  (feet) COMP
 OT0474  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 OT0474
 OT0474  VERT ORDER      -  FIRST     CLASS II
 OT0474
 OT0474.The horizontal coordinates were scaled from a map and have
 OT0474.an estimated accuracy of +/- 6 seconds.
 OT0474
 OT0474.The orthometric height was determined by differential leveling and
 OT0474.adjusted by the NATIONAL GEODETIC SURVEY
 OT0474.in June 1991.
 OT0474
 OT0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0474.GEOID18 height accuracy estimate available here.
 OT0474
 OT0474.Click photographs - Photos may exist for this station.
 OT0474
 OT0474.The dynamic height is computed by dividing the NAVD 88
 OT0474.geopotential number by the normal gravity value computed on the
 OT0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0474.degrees latitude (g = 980.6199 gals.).
 OT0474
 OT0474.The modeled gravity was interpolated from observed gravity values.
 OT0474
 OT0474;                    North         East    Units  Estimated Accuracy
 OT0474;SPC SD S     -   117,210.      314,370.      MT  (+/- 180 meters Scaled)
 OT0474
 OT0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH926985(NAD 83)
 OT0474
 OT0474                          SUPERSEDED SURVEY CONTROL
 OT0474
 OT0474  NGVD 29 (??/??/92) 1051.958  (m)         3451.30   (f) ADJ UNCH    1 2
 OT0474
 OT0474.Superseded values are not recommended for survey control.
 OT0474
 OT0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0474.See file dsdata.pdf to determine how the superseded data were derived.
 OT0474
 OT0474_MARKER: DB = BENCH MARK DISK
 OT0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0474_STAMPING: G 334 1957
 OT0474_MARK LOGO: CGS
 OT0474_PROJECTION: PROJECTING 18 CENTIMETERS
 OT0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0474+STABILITY: SURFACE MOTION
 OT0474
 OT0474  HISTORY     - Date     Condition        Report By
 OT0474  HISTORY     - 1957     MONUMENTED       CGS
 OT0474
 OT0474                          STATION DESCRIPTION
 OT0474
 OT0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0474'3.2 MI NW FROM EDGEMONT.
 OT0474'ABOUT 3.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0474'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 22,
 OT0474'T. 8 S., R. 2 E., 0.4 MILE NORTHWEST OF MILEPOST 479, 96 FEET
 OT0474'SOUTHWEST OF THE SOUTHWEST RAIL, 159 FEET SOUTH-SOUTHEAST OF THE
 OT0474'SOUTHWEST END OF THE MOST SOUTHEASTERLY OF THREE LARGE PIPE
 OT0474'CULVERTS, 3 FEET NORTHEAST OF THE FENCE, 2 1/2 FEET SOUTHEAST
 OT0474'OF A CONCRETE WITNESS POST, ABOUT 6 FEET BELOW THE TRACK AND IN
 OT0474'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0466 ***********************************************************************
 OT0466  DESIGNATION -  G 335
 OT0466  PID         -  OT0466
 OT0466  STATE/COUNTY-  SD/FALL RIVER
 OT0466  COUNTRY     -  US
 OT0466  USGS QUAD   -  EDGEMONT (2017)
 OT0466
 OT0466                         *CURRENT SURVEY CONTROL
 OT0466  ______________________________________________________________________
 OT0466* NAD 83(1986) POSITION- 43 17 48.     (N) 103 50 25.     (W)   SCALED
 OT0466* NAVD 88 ORTHO HEIGHT -  1094.087 (meters)     3589.52  (feet) POSTED
 OT0466  ______________________________________________________________________
 OT0466  GEOID HEIGHT    -        -15.069 (meters)                     GEOID18
 OT0466  DYNAMIC HEIGHT  -       1093.63  (meters)     3588.0   (feet) COMP
 OT0466  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 OT0466
 OT0466  VERT ORDER      -  * POSTED, SEE BELOW
 OT0466
 OT0466.The horizontal coordinates were scaled from a map and have
 OT0466.an estimated accuracy of +/- 6 seconds.
 OT0466
 OT0466.The orthometric height was determined by differential leveling
 OT0466.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0466
 OT0466.* This is a POSTED BENCH MARK height.
 OT0466
 OT0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0466.GEOID18 height accuracy estimate available here.
 OT0466
 OT0466.Click photographs - Photos may exist for this station.
 OT0466
 OT0466.The dynamic height is computed by dividing the NAVD 88
 OT0466.geopotential number by the normal gravity value computed on the
 OT0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0466.degrees latitude (g = 980.6199 gals.).
 OT0466
 OT0466.The modeled gravity was interpolated from observed gravity values.
 OT0466
 OT0466;                    North         East    Units  Estimated Accuracy
 OT0466;SPC SD S     -   113,020.      315,530.      MT  (+/- 180 meters Scaled)
 OT0466
 OT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH940944(NAD 83)
 OT0466
 OT0466                          SUPERSEDED SURVEY CONTROL
 OT0466
 OT0466  NGVD 29 (??/??/92) 1093.549  (m)         3587.75   (f) ADJ UNCH    1 2
 OT0466
 OT0466.Superseded values are not recommended for survey control.
 OT0466
 OT0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0466.See file dsdata.pdf to determine how the superseded data were derived.
 OT0466
 OT0466_MARKER: DB = BENCH MARK DISK
 OT0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0466_STAMPING: G 335 1957
 OT0466_MARK LOGO: CGS
 OT0466_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0466+STABILITY: SURFACE MOTION
 OT0466
 OT0466  HISTORY     - Date     Condition        Report By
 OT0466  HISTORY     - 1957     MONUMENTED       CGS
 OT0466  HISTORY     - 1963     GOOD             CGS
 OT0466  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0466
 OT0466                          STATION DESCRIPTION
 OT0466
 OT0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0466'0.9 MI SW FROM EDGEMONT.
 OT0466'0.1 MILE SOUTH ALONG STATE HIGHWAY 52 FROM THE CITY HALL AT
 OT0466'EDGEMONT, 0.8 MILE WEST ALONG A GRAVEL ROAD, IN SECTION 2,
 OT0466'T. 9 S., R. 2 E., AT EDGEMONT AIRPORT, 90 FEET SOUTH OF THE
 OT0466'CENTERLINE OF THE GRAVEL ROAD, 4 FEET NORTHWEST OF THE SOUTHWEST
 OT0466'CORNER OF A WOODEN HANGAR AND IN THE TOP OF A CONCRETE POST
 OT0466'THAT PROJECTS 6 INCHES.
 OT0466
 OT0466                          STATION RECOVERY (1985)
 OT0466
 OT0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0466'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0241 ***********************************************************************
 OR0241  DESIGNATION -  G 336
 OR0241  PID         -  OR0241
 OR0241  STATE/COUNTY-  SD/CHARLES MIX
 OR0241  COUNTRY     -  US
 OR0241  USGS QUAD   -  LAKE ANDES (2017)
 OR0241
 OR0241                         *CURRENT SURVEY CONTROL
 OR0241  ______________________________________________________________________
 OR0241* NAD 83(1986) POSITION- 43 08 53.     (N) 098 33 09.     (W)   SCALED
 OR0241* NAVD 88 ORTHO HEIGHT -   446.258 (meters)     1464.10  (feet) ADJUSTED
 OR0241  ______________________________________________________________________
 OR0241  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 OR0241  DYNAMIC HEIGHT  -        446.112 (meters)     1463.62  (feet) COMP
 OR0241  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 OR0241
 OR0241  VERT ORDER      -  FIRST     CLASS II
 OR0241
 OR0241.The horizontal coordinates were scaled from a map and have
 OR0241.an estimated accuracy of +/- 6 seconds.
 OR0241
 OR0241.The orthometric height was determined by differential leveling and
 OR0241.adjusted by the NATIONAL GEODETIC SURVEY
 OR0241.in June 1991.
 OR0241
 OR0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0241.GEOID18 height accuracy estimate available here.
 OR0241
 OR0241.Click photographs - Photos may exist for this station.
 OR0241
 OR0241.The dynamic height is computed by dividing the NAVD 88
 OR0241.geopotential number by the normal gravity value computed on the
 OR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0241.degrees latitude (g = 980.6199 gals.).
 OR0241
 OR0241.The modeled gravity was interpolated from observed gravity values.
 OR0241
 OR0241;                    North         East    Units  Estimated Accuracy
 OR0241;SPC SD S     -    92,060.      744,840.      MT  (+/- 180 meters Scaled)
 OR0241
 OR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN363773(NAD 83)
 OR0241
 OR0241                          SUPERSEDED SURVEY CONTROL
 OR0241
 OR0241  NGVD 29 (??/??/92)  445.951  (m)         1463.09   (f) ADJ UNCH    1 2
 OR0241
 OR0241.Superseded values are not recommended for survey control.
 OR0241
 OR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0241.See file dsdata.pdf to determine how the superseded data were derived.
 OR0241
 OR0241_MARKER: DB = BENCH MARK DISK
 OR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0241_STAMPING: G 336 1949
 OR0241_MARK LOGO: CGS
 OR0241_PROJECTION: PROJECTING 12 CENTIMETERS
 OR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0241+STABILITY: SURFACE MOTION
 OR0241
 OR0241  HISTORY     - Date     Condition        Report By
 OR0241  HISTORY     - 1949     MONUMENTED       CGS
 OR0241  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0241
 OR0241                          STATION DESCRIPTION
 OR0241
 OR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0241'1 MI SW FROM LAKE ANDES.
 OR0241'0.55 MILE WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO. 50
 OR0241'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0241'STATION AT LAKE ANDES, THENCE 0.5 MILE SOUTH ACROSS THE FIELD,
 OR0241'AT THE LAKE ANDES AIRPORT, 0.4 MILE SOUTH OF THE MAIN OFFICE,
 OR0241'ALONG AN EAST-WEST FENCE, 320.0 FEET WEST OF A 3-WAY CORNER
 OR0241'FENCE POST, 22.0 FEET EAST OF THE CENTER LINE OF A GATE AT THE
 OR0241'SOUTH END OF THE AIRPORT, 1.1 FEET NORTH OF A FENCE, 1.2 FEET
 OR0241'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0241'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OR0241
 OR0241                          STATION RECOVERY (2013)
 OR0241
 OR0241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0348 ***********************************************************************
 OR0348  DESIGNATION -  G 337
 OR0348  PID         -  OR0348
 OR0348  STATE/COUNTY-  SD/CHARLES MIX
 OR0348  COUNTRY     -  US
 OR0348  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0348
 OR0348                         *CURRENT SURVEY CONTROL
 OR0348  ______________________________________________________________________
 OR0348* NAD 83(1986) POSITION- 43 03 54.     (N) 098 30 07.     (W)   SCALED
 OR0348* NAVD 88 ORTHO HEIGHT -   534.891 (meters)     1754.89  (feet) ADJUSTED
 OR0348  ______________________________________________________________________
 OR0348  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 OR0348  DYNAMIC HEIGHT  -        534.715 (meters)     1754.31  (feet) COMP
 OR0348  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 OR0348
 OR0348  VERT ORDER      -  SECOND    CLASS 0
 OR0348
 OR0348.The horizontal coordinates were scaled from a map and have
 OR0348.an estimated accuracy of +/- 6 seconds.
 OR0348
 OR0348.The orthometric height was determined by differential leveling and
 OR0348.adjusted by the NATIONAL GEODETIC SURVEY
 OR0348.in June 1991.
 OR0348
 OR0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0348.GEOID18 height accuracy estimate available here.
 OR0348
 OR0348.Click photographs - Photos may exist for this station.
 OR0348
 OR0348.The dynamic height is computed by dividing the NAVD 88
 OR0348.geopotential number by the normal gravity value computed on the
 OR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0348.degrees latitude (g = 980.6199 gals.).
 OR0348
 OR0348.The modeled gravity was interpolated from observed gravity values.
 OR0348
 OR0348;                    North         East    Units  Estimated Accuracy
 OR0348;SPC SD S     -    82,930.      749,160.      MT  (+/- 180 meters Scaled)
 OR0348
 OR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN405681(NAD 83)
 OR0348
 OR0348                          SUPERSEDED SURVEY CONTROL
 OR0348
 OR0348  NGVD 29 (??/??/92)  534.594  (m)         1753.91   (f) ADJ UNCH    2 0
 OR0348
 OR0348.Superseded values are not recommended for survey control.
 OR0348
 OR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0348.See file dsdata.pdf to determine how the superseded data were derived.
 OR0348
 OR0348_MARKER: DB = BENCH MARK DISK
 OR0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0348_STAMPING: G 337 1949
 OR0348_MARK LOGO: CGS
 OR0348_PROJECTION: FLUSH
 OR0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0348+STABILITY: SURFACE MOTION
 OR0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0348+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0348
 OR0348  HISTORY     - Date     Condition        Report By
 OR0348  HISTORY     - 1949     MONUMENTED       CGS
 OR0348  HISTORY     - 20121212 GOOD             INDIV
 OR0348
 OR0348                          STATION DESCRIPTION
 OR0348
 OR0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0348'1.4 MI E FROM PICKSTOWN.
 OR0348'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 OR0348'PICKSTOWN, THENCE 1.25 MILE EAST ALONG A DIRT ROAD, AT THE SUMMIT
 OR0348'OF A HILL SLOPING TO THE WEST AND DOWN INTO A DRAW, 20.0 FEET
 OR0348'SOUTH OF THE CENTER LINE OF THE ROAD, 8.0 FEET NORTHEAST OF A
 OR0348'POWER LINE POLE, 1.4 FEET SOUTH OF A FENCE, 1.1 FEET WEST OF A
 OR0348'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 OR0348'WITH THE GROUND AND ABOUT 2.0 FEET ABOVE ROAD LEVEL.
 OR0348
 OR0348                          STATION RECOVERY (2012)
 OR0348
 OR0348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0066 ***********************************************************************
 NN0066  DESIGNATION -  G 338
 NN0066  PID         -  NN0066
 NN0066  STATE/COUNTY-  SD/CHARLES MIX
 NN0066  COUNTRY     -  US
 NN0066  USGS QUAD   -  NIOBRARA NW (2017)
 NN0066
 NN0066                         *CURRENT SURVEY CONTROL
 NN0066  ______________________________________________________________________
 NN0066* NAD 83(1986) POSITION- 42 52 41.     (N) 098 13 49.     (W)   SCALED
 NN0066* NAVD 88 ORTHO HEIGHT -   377.403 (meters)     1238.20  (feet) ADJUSTED
 NN0066  ______________________________________________________________________
 NN0066  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 NN0066  DYNAMIC HEIGHT  -        377.277 (meters)     1237.78  (feet) COMP
 NN0066  MODELED GRAVITY -    980,276.8   (mgal)                       NAVD 88
 NN0066
 NN0066  VERT ORDER      -  SECOND    CLASS 0
 NN0066
 NN0066.The horizontal coordinates were scaled from a map and have
 NN0066.an estimated accuracy of +/- 6 seconds.
 NN0066
 NN0066.The orthometric height was determined by differential leveling and
 NN0066.adjusted by the NATIONAL GEODETIC SURVEY
 NN0066.in June 1991.
 NN0066
 NN0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0066.GEOID18 height accuracy estimate available here.
 NN0066
 NN0066.Click photographs - Photos may exist for this station.
 NN0066
 NN0066.The dynamic height is computed by dividing the NAVD 88
 NN0066.geopotential number by the normal gravity value computed on the
 NN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0066.degrees latitude (g = 980.6199 gals.).
 NN0066
 NN0066.The modeled gravity was interpolated from observed gravity values.
 NN0066
 NN0066;                    North         East    Units  Estimated Accuracy
 NN0066;SPC SD S     -    62,690.      771,800.      MT  (+/- 180 meters Scaled)
 NN0066
 NN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN628475(NAD 83)
 NN0066
 NN0066                          SUPERSEDED SURVEY CONTROL
 NN0066
 NN0066  NGVD 29 (??/??/92)  377.159  (m)         1237.40   (f) ADJ UNCH    2 0
 NN0066
 NN0066.Superseded values are not recommended for survey control.
 NN0066
 NN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0066.See file dsdata.pdf to determine how the superseded data were derived.
 NN0066
 NN0066_MARKER: DB = BENCH MARK DISK
 NN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0066_STAMPING: G 338 1949
 NN0066_MARK LOGO: CGS
 NN0066_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0066+STABILITY: SURFACE MOTION
 NN0066
 NN0066  HISTORY     - Date     Condition        Report By
 NN0066  HISTORY     - 1949     MONUMENTED       CGS
 NN0066
 NN0066                          STATION DESCRIPTION
 NN0066
 NN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0066'10.5 MI ESE FROM GREENWOOD.
 NN0066'1.4 MILES EAST ALONG A DIRT ROAD FROM THE YANKTON INDIAN AGENCY
 NN0066'AT GREENWOOD, THENCE 9.1 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 NN0066'AT A T-JUNCTION OF ROADS, 232.0 FEET WEST OF THE WEST END OF A
 NN0066'CONCRETE BRIDGE, 23.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0066'EAST-WEST ROAD, 13.0 FEET EAST OF A POINT ON THE PROJECTED
 NN0066'CENTER LINE OF A ROAD LEADING SOUTH, 3.8 FEET WEST OF TELEPHONE
 NN0066'POLE NO. 332/1, 1.5 FEET SOUTH OF A FENCE, 1.1 FEET WEST OF A
 NN0066'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0066'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0676 ***********************************************************************
 OR0676  DESIGNATION -  G 339
 OR0676  PID         -  OR0676
 OR0676  STATE/COUNTY-  SD/GREGORY
 OR0676  COUNTRY     -  US
 OR0676  USGS QUAD   -  HERRICK NE (2017)
 OR0676
 OR0676                         *CURRENT SURVEY CONTROL
 OR0676  ______________________________________________________________________
 OR0676* NAD 83(1986) POSITION- 43 14 11.     (N) 099 01 30.     (W)   SCALED
 OR0676* NAVD 88 ORTHO HEIGHT -   511.411 (meters)     1677.85  (feet) ADJUSTED
 OR0676  ______________________________________________________________________
 OR0676  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0676  DYNAMIC HEIGHT  -        511.237 (meters)     1677.28  (feet) COMP
 OR0676  MODELED GRAVITY -    980,265.9   (mgal)                       NAVD 88
 OR0676
 OR0676  VERT ORDER      -  FIRST     CLASS II
 OR0676
 OR0676.The horizontal coordinates were scaled from a map and have
 OR0676.an estimated accuracy of +/- 6 seconds.
 OR0676
 OR0676.The orthometric height was determined by differential leveling and
 OR0676.adjusted by the NATIONAL GEODETIC SURVEY
 OR0676.in June 1991.
 OR0676
 OR0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0676.GEOID18 height accuracy estimate available here.
 OR0676
 OR0676.Click photographs - Photos may exist for this station.
 OR0676
 OR0676.The dynamic height is computed by dividing the NAVD 88
 OR0676.geopotential number by the normal gravity value computed on the
 OR0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0676.degrees latitude (g = 980.6199 gals.).
 OR0676
 OR0676.The modeled gravity was interpolated from observed gravity values.
 OR0676
 OR0676;                    North         East    Units  Estimated Accuracy
 OR0676;SPC SD S     -   101,160.      706,260.      MT  (+/- 180 meters Scaled)
 OR0676
 OR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN979870(NAD 83)
 OR0676
 OR0676                          SUPERSEDED SURVEY CONTROL
 OR0676
 OR0676  NGVD 29 (??/??/92)  511.080  (m)         1676.77   (f) ADJ UNCH    1 2
 OR0676
 OR0676.Superseded values are not recommended for survey control.
 OR0676
 OR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0676.See file dsdata.pdf to determine how the superseded data were derived.
 OR0676
 OR0676_MARKER: DB = BENCH MARK DISK
 OR0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0676_STAMPING: G 339 1949
 OR0676_MARK LOGO: CGS
 OR0676_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0676+STABILITY: SURFACE MOTION
 OR0676
 OR0676  HISTORY     - Date     Condition        Report By
 OR0676  HISTORY     - 1949     MONUMENTED       CGS
 OR0676  HISTORY     - 1983     POOR             USPSQD
 OR0676  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0676
 OR0676                          STATION DESCRIPTION
 OR0676
 OR0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0676'14.6 MI NW FROM BONESTEEL.
 OR0676'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0676'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0676'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0676'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0676'MILES NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES NORTHWEST ALONG
 OR0676'A DIRT ROAD, 0.6 MILE NORTHERLY ALONG A FIELD ROAD FROM A CATTLE
 OR0676'GUARD AT A FARMHOUSE, AT THE SUMMIT OF A HILL, IN A SADDLE BETWEEN
 OR0676'TWO HILLS, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 OR0676'0.1 MILE SOUTHEAST OF A Y-JUNCTION OF ROADS, 2 FEET NORTHWEST OF A
 OR0676'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OR0676'FOOT ABOVE THE GROUND.
 OR0676
 OR0676                          STATION RECOVERY (1983)
 OR0676
 OR0676'RECOVERY NOTE BY US POWER SQUADRON 1983
 OR0676'BECAME TORN OU BECAME TORN OUT WHEN CONTRACTOR BUILT NEW ROAD. SURVEY
 OR0676'MARKER IS NOW LOCATED AT GREGORY CON. HWY. DEPT. BURKE SO.DAK 57523
 OR0676'BOX 219 PHONE 775 2677
 OR0676
 OR0676                          STATION RECOVERY (2013)
 OR0676
 OR0676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0666 ***********************************************************************
 OR0666  DESIGNATION -  G 340
 OR0666  PID         -  OR0666
 OR0666  STATE/COUNTY-  SD/GREGORY
 OR0666  COUNTRY     -  US
 OR0666  USGS QUAD   -  LUCAS SE (2017)
 OR0666
 OR0666                         *CURRENT SURVEY CONTROL
 OR0666  ______________________________________________________________________
 OR0666* NAD 83(1986) POSITION- 43 17 37.     (N) 099 04 47.     (W)   SCALED
 OR0666* NAVD 88 ORTHO HEIGHT -   608.889 (meters)     1997.66  (feet) ADJUSTED
 OR0666  ______________________________________________________________________
 OR0666  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 OR0666  DYNAMIC HEIGHT  -        608.680 (meters)     1996.98  (feet) COMP
 OR0666  MODELED GRAVITY -    980,258.0   (mgal)                       NAVD 88
 OR0666
 OR0666  VERT ORDER      -  FIRST     CLASS II
 OR0666
 OR0666.The horizontal coordinates were scaled from a map and have
 OR0666.an estimated accuracy of +/- 6 seconds.
 OR0666
 OR0666.The orthometric height was determined by differential leveling and
 OR0666.adjusted by the NATIONAL GEODETIC SURVEY
 OR0666.in June 1991.
 OR0666
 OR0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0666.GEOID18 height accuracy estimate available here.
 OR0666
 OR0666.Click photographs - Photos may exist for this station.
 OR0666
 OR0666.The dynamic height is computed by dividing the NAVD 88
 OR0666.geopotential number by the normal gravity value computed on the
 OR0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0666.degrees latitude (g = 980.6199 gals.).
 OR0666
 OR0666.The modeled gravity was interpolated from observed gravity values.
 OR0666
 OR0666;                    North         East    Units  Estimated Accuracy
 OR0666;SPC SD S     -   107,450.      701,720.      MT  (+/- 180 meters Scaled)
 OR0666
 OR0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN935934(NAD 83)
 OR0666
 OR0666                          SUPERSEDED SURVEY CONTROL
 OR0666
 OR0666  NGVD 29 (??/??/92)  608.551  (m)         1996.55   (f) ADJ UNCH    1 2
 OR0666
 OR0666.Superseded values are not recommended for survey control.
 OR0666
 OR0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0666.See file dsdata.pdf to determine how the superseded data were derived.
 OR0666
 OR0666_MARKER: DB = BENCH MARK DISK
 OR0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0666_STAMPING: G 340 1949
 OR0666_MARK LOGO: CGS
 OR0666_PROJECTION: FLUSH
 OR0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0666+STABILITY: SURFACE MOTION
 OR0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0666+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0666
 OR0666  HISTORY     - Date     Condition        Report By
 OR0666  HISTORY     - 1949     MONUMENTED       CGS
 OR0666  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0666  HISTORY     - 1981     GOOD             NGS
 OR0666  HISTORY     - 20120115 GOOD             INDIV
 OR0666
 OR0666                          STATION DESCRIPTION
 OR0666
 OR0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0666'20.6 MI NW FROM BONESTEEL.
 OR0666'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0666'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0666'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0666'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0666'MILES NORTH ALONG A DIRT ROAD, THENCE 10.0 MILES NORTHWEST
 OR0666'ALONG A DIRT ROAD, AT THE SUMMIT OF A HILL SLOPING DOWN AND TO
 OR0666'THE SOUTHWEST, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 OR0666'EAST AND SOUTHWEST, ON THE POINT OF A BLUFF OVERLOOKING THE
 OR0666'MISSOURI RIVER, ABOUT 0.3 MILE NORTHEAST OF A FARMHOUSE, 48 FEET
 OR0666'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF A
 OR0666'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 OR0666'THE GROUND.
 OR0666
 OR0666                          STATION RECOVERY (1971)
 OR0666
 OR0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0666'MARK NOT FOUND.
 OR0666
 OR0666                          STATION RECOVERY (1981)
 OR0666
 OR0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OR0666'ABOUT 18 MILES (29 KM) WEST FROM PLATTE ALONG HIGHWAY 44, THENCE
 OR0666'SOUTHEAST ALONG HIGHWAY 1806 FOR 10.0 MILES (16.1 KM) TO WHERE ROAD
 OR0666'CURVES RIGHT AND THE MARK ON THE LEFT. AT THE NORTHEAST EDGE OF A
 OR0666'BLUFF OVERLOOKING THE MISSOURI RIVER, 22 FEET (6.7 M) NORTH-NORTHEAST
 OR0666'OF A FENCE.
 OR0666
 OR0666                          STATION RECOVERY (2012)
 OR0666
 OR0666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0318 ***********************************************************************
 OQ0318  DESIGNATION -  G 341
 OQ0318  PID         -  OQ0318
 OQ0318  STATE/COUNTY-  SD/MINNEHAHA
 OQ0318  COUNTRY     -  US
 OQ0318  USGS QUAD   -  RENNER (2017)
 OQ0318
 OQ0318                         *CURRENT SURVEY CONTROL
 OQ0318  ______________________________________________________________________
 OQ0318* NAD 83(1986) POSITION- 43 41 20.     (N) 096 43 42.     (W)   SCALED
 OQ0318* NAVD 88 ORTHO HEIGHT -   440.904 (meters)     1446.53  (feet) ADJUSTED
 OQ0318  ______________________________________________________________________
 OQ0318  GEOID HEIGHT    -        -26.226 (meters)                     GEOID18
 OQ0318  DYNAMIC HEIGHT  -        440.795 (meters)     1446.17  (feet) COMP
 OQ0318  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 OQ0318
 OQ0318  VERT ORDER      -  FIRST     CLASS II
 OQ0318
 OQ0318.The horizontal coordinates were scaled from a map and have
 OQ0318.an estimated accuracy of +/- 6 seconds.
 OQ0318
 OQ0318.The orthometric height was determined by differential leveling and
 OQ0318.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0318.in June 1991.
 OQ0318
 OQ0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0318.GEOID18 height accuracy estimate available here.
 OQ0318
 OQ0318.Click photographs - Photos may exist for this station.
 OQ0318
 OQ0318.The dynamic height is computed by dividing the NAVD 88
 OQ0318.geopotential number by the normal gravity value computed on the
 OQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0318.degrees latitude (g = 980.6199 gals.).
 OQ0318
 OQ0318.The modeled gravity was interpolated from observed gravity values.
 OQ0318
 OQ0318;                    North         East    Units  Estimated Accuracy
 OQ0318;SPC SD S     -   156,900.      890,530.      MT  (+/- 180 meters Scaled)
 OQ0318
 OQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP830398(NAD 83)
 OQ0318
 OQ0318                          SUPERSEDED SURVEY CONTROL
 OQ0318
 OQ0318  NGVD 29 (??/??/92)  440.625  (m)         1445.62   (f) ADJ UNCH    1 2
 OQ0318
 OQ0318.Superseded values are not recommended for survey control.
 OQ0318
 OQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0318.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0318
 OQ0318_MARKER: DB = BENCH MARK DISK
 OQ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0318_STAMPING: G 341 1949
 OQ0318_MARK LOGO: CGS
 OQ0318_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0318+STABILITY: SURFACE MOTION
 OQ0318
 OQ0318  HISTORY     - Date     Condition        Report By
 OQ0318  HISTORY     - 1949     MONUMENTED       CGS
 OQ0318
 OQ0318                          STATION DESCRIPTION
 OQ0318
 OQ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0318'3 MI N FROM RENNER.
 OQ0318'3.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0318'RAILROAD FROM THE STATION AT RENNER, 0.6 MILE SOUTH OF BENCH
 OQ0318'MARK F 341, AT A ROAD CROSSING, 121.0 FEET NORTH OF THE CENTER
 OQ0318'LINE OF THE ROAD, 46.0 FEET EAST OF THE EAST RAIL OF THE TRACK,
 OQ0318'17.0 FEET EAST OF THE THIRD POLE NORTH OF MILEPOST 80, 2.0 FEET
 OQ0318'NORTH OF A REFERENCE POST, 1.4 FEET WEST OF A FENCE, AND SET
 OQ0318'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OQ0318'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0455 ***********************************************************************
 PR0455  DESIGNATION -  G 342
 PR0455  PID         -  PR0455
 PR0455  STATE/COUNTY-  SD/CODINGTON
 PR0455  COUNTRY     -  US
 PR0455  USGS QUAD   -  WATERTOWN SE (2017)
 PR0455
 PR0455                         *CURRENT SURVEY CONTROL
 PR0455  ______________________________________________________________________
 PR0455* NAD 83(1986) POSITION- 44 48 15.     (N) 097 01 34.     (W)   SCALED
 PR0455* NAVD 88 ORTHO HEIGHT -   539.798 (meters)     1770.99  (feet) ADJUSTED
 PR0455  ______________________________________________________________________
 PR0455  GEOID HEIGHT    -        -25.054 (meters)                     GEOID18
 PR0455  DYNAMIC HEIGHT  -        539.719 (meters)     1770.73  (feet) COMP
 PR0455  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 PR0455
 PR0455  VERT ORDER      -  SECOND    CLASS 0
 PR0455
 PR0455.The horizontal coordinates were scaled from a map and have
 PR0455.an estimated accuracy of +/- 6 seconds.
 PR0455
 PR0455.The orthometric height was determined by differential leveling and
 PR0455.adjusted by the NATIONAL GEODETIC SURVEY
 PR0455.in June 1991.
 PR0455
 PR0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0455.GEOID18 height accuracy estimate available here.
 PR0455
 PR0455.Click photographs - Photos may exist for this station.
 PR0455
 PR0455.The dynamic height is computed by dividing the NAVD 88
 PR0455.geopotential number by the normal gravity value computed on the
 PR0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0455.degrees latitude (g = 980.6199 gals.).
 PR0455
 PR0455.The modeled gravity was interpolated from observed gravity values.
 PR0455
 PR0455;                    North         East    Units  Estimated Accuracy
 PR0455;SPC SD N     -   112,200.      835,210.      MT  (+/- 180 meters Scaled)
 PR0455
 PR0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ561630(NAD 83)
 PR0455
 PR0455                          SUPERSEDED SURVEY CONTROL
 PR0455
 PR0455  NGVD 29 (??/??/92)  539.502  (m)         1770.02   (f) ADJ UNCH    2 0
 PR0455
 PR0455.Superseded values are not recommended for survey control.
 PR0455
 PR0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0455.See file dsdata.pdf to determine how the superseded data were derived.
 PR0455
 PR0455_MARKER: DB = BENCH MARK DISK
 PR0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0455_STAMPING: G 342 1949
 PR0455_MARK LOGO: CGS
 PR0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0455+STABILITY: SURFACE MOTION
 PR0455
 PR0455  HISTORY     - Date     Condition        Report By
 PR0455  HISTORY     - 1949     MONUMENTED       CGS
 PR0455  HISTORY     - 1977     GOOD             LOCENG
 PR0455
 PR0455                          STATION DESCRIPTION
 PR0455
 PR0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0455'5.4 MI N FROM CASTLEWOOD.
 PR0455'5.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0455'CASTLEWOOD, 29.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 PR0455'COUNTY LINE ROAD, 1.9 FEET WEST OF A REFERENCE POST, 1.6
 PR0455'FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PR0455'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PR0455
 PR0455                          STATION RECOVERY (1977)
 PR0455
 PR0455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PR0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1109 ***********************************************************************
 NM1109  DESIGNATION -  G 343
 NM1109  PID         -  NM1109
 NM1109  STATE/COUNTY-  SD/CLAY
 NM1109  COUNTRY     -  US
 NM1109  USGS QUAD   -  MECKLING (2017)
 NM1109
 NM1109                         *CURRENT SURVEY CONTROL
 NM1109  ______________________________________________________________________
 NM1109* NAD 83(1986) POSITION- 42 47 12.     (N) 097 03 07.     (W)   SCALED
 NM1109* NAVD 88 ORTHO HEIGHT -   352.752 (meters)     1157.32  (feet) ADJUSTED
 NM1109  ______________________________________________________________________
 NM1109  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 NM1109  DYNAMIC HEIGHT  -        352.647 (meters)     1156.98  (feet) COMP
 NM1109  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 NM1109
 NM1109  VERT ORDER      -  SECOND    CLASS 0
 NM1109
 NM1109.The horizontal coordinates were scaled from a map and have
 NM1109.an estimated accuracy of +/- 6 seconds.
 NM1109
 NM1109.The orthometric height was determined by differential leveling and
 NM1109.adjusted by the NATIONAL GEODETIC SURVEY
 NM1109.in June 1991.
 NM1109
 NM1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1109.GEOID18 height accuracy estimate available here.
 NM1109
 NM1109.Click photographs - Photos may exist for this station.
 NM1109
 NM1109.The dynamic height is computed by dividing the NAVD 88
 NM1109.geopotential number by the normal gravity value computed on the
 NM1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1109.degrees latitude (g = 980.6199 gals.).
 NM1109
 NM1109.The modeled gravity was interpolated from observed gravity values.
 NM1109
 NM1109;                    North         East    Units  Estimated Accuracy
 NM1109;SPC SD S     -    55,670.      868,430.      MT  (+/- 180 meters Scaled)
 NM1109
 NM1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN593389(NAD 83)
 NM1109
 NM1109                          SUPERSEDED SURVEY CONTROL
 NM1109
 NM1109  NGVD 29 (??/??/92)  352.545  (m)         1156.64   (f) ADJ UNCH    2 0
 NM1109
 NM1109.Superseded values are not recommended for survey control.
 NM1109
 NM1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1109.See file dsdata.pdf to determine how the superseded data were derived.
 NM1109
 NM1109_MARKER: DB = BENCH MARK DISK
 NM1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1109_STAMPING: G 343 1949
 NM1109_MARK LOGO: CGS
 NM1109_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1109+STABILITY: SURFACE MOTION
 NM1109
 NM1109  HISTORY     - Date     Condition        Report By
 NM1109  HISTORY     - 1949     MONUMENTED       CGS
 NM1109
 NM1109                          STATION DESCRIPTION
 NM1109
 NM1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1109'6.4 MI W FROM VERMILLION.
 NM1109'1.8 MILES WEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE AT
 NM1109'VERMILLION, THENCE 3.85 MILES WEST ALONG A GRAVELED ROAD,
 NM1109'THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 NM1109'WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF NORMAN T.
 NM1109'KNUTSON, 260.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM1109'HOUSE, 84 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM1109'9 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE-WAY, 0.7 FOOT
 NM1109'WEST OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, AND SET IN
 NM1109'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM1109'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1091 ***********************************************************************
 NM1091  DESIGNATION -  G 344
 NM1091  PID         -  NM1091
 NM1091  STATE/COUNTY-  SD/YANKTON
 NM1091  COUNTRY     -  US
 NM1091  USGS QUAD   -  SAINT HELENA (2017)
 NM1091
 NM1091                         *CURRENT SURVEY CONTROL
 NM1091  ______________________________________________________________________
 NM1091* NAD 83(1986) POSITION- 42 51 06.9    (N) 097 10 50.0    (W)   HD_HELD2
 NM1091* NAVD 88 ORTHO HEIGHT -   354.409 (meters)     1162.76  (feet) ADJUSTED
 NM1091  ______________________________________________________________________
 NM1091  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 NM1091  DYNAMIC HEIGHT  -        354.308 (meters)     1162.43  (feet) COMP
 NM1091  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 NM1091
 NM1091  VERT ORDER      -  SECOND    CLASS 0
 NM1091
 NM1091.The horizontal coordinates were established by autonomous hand held GPS
 NM1091.observations and have an estimated accuracy of +/- 10 meters.
 NM1091
 NM1091.The orthometric height was determined by differential leveling and
 NM1091.adjusted by the NATIONAL GEODETIC SURVEY
 NM1091.in June 1991.
 NM1091
 NM1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1091.GEOID18 height accuracy estimate available here.
 NM1091
 NM1091.Click photographs - Photos may exist for this station.
 NM1091
 NM1091.The dynamic height is computed by dividing the NAVD 88
 NM1091.geopotential number by the normal gravity value computed on the
 NM1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1091.degrees latitude (g = 980.6199 gals.).
 NM1091
 NM1091.The modeled gravity was interpolated from observed gravity values.
 NM1091
 NM1091;                    North         East    Units  Estimated Accuracy
 NM1091;SPC SD S     -    62,501.      857,634.      MT  (+/- 10 meters HH2 GPS)
 NM1091
 NM1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4865745976(NAD 83)
 NM1091
 NM1091                          SUPERSEDED SURVEY CONTROL
 NM1091
 NM1091  NGVD 29 (??/??/92)  354.210  (m)         1162.10   (f) ADJ UNCH    2 0
 NM1091
 NM1091.Superseded values are not recommended for survey control.
 NM1091
 NM1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1091.See file dsdata.pdf to determine how the superseded data were derived.
 NM1091
 NM1091_MARKER: DB = BENCH MARK DISK
 NM1091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1091_SP_SET: CULVERT HEADWALL
 NM1091_STAMPING: G 344 1949
 NM1091_MARK LOGO: CGS
 NM1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1091+STABILITY: SURFACE MOTION
 NM1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1091+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 NM1091
 NM1091  HISTORY     - Date     Condition        Report By
 NM1091  HISTORY     - 1949     MONUMENTED       CGS
 NM1091  HISTORY     - 20110426 GOOD             INDIV
 NM1091
 NM1091                          STATION DESCRIPTION
 NM1091
 NM1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1091'2.8 MI SW FROM GAYVILLE.
 NM1091'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1091'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1091'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1091'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 NM1091'GRAVELED ROAD, IN THE SOUTH END OF THE WEST HEADWALL OF A
 NM1091'24-INCH CONCRETE TUBE CULVERT UNDER THE NORTH-SOUTH ROAD, 21 FEET
 NM1091'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET NORTH
 NM1091'OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.2 FEET NORTH OF THE
 NM1091'SOUTH END OF THE HEADWALL, ABOUT LEVEL WITH THE ROAD.
 NM1091
 NM1091                          STATION RECOVERY (2011)
 NM1091
 NM1091'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (CLB)
 NM1091'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0470 ***********************************************************************
 PS0470  DESIGNATION -  G 349
 PS0470  PID         -  PS0470
 PS0470  STATE/COUNTY-  SD/BUFFALO
 PS0470  COUNTRY     -  US
 PS0470  USGS QUAD   -  LOWER BRULE (2017)
 PS0470
 PS0470                         *CURRENT SURVEY CONTROL
 PS0470  ______________________________________________________________________
 PS0470* NAD 83(1986) POSITION- 44 04 36.     (N) 099 31 42.     (W)   SCALED
 PS0470* NAVD 88 ORTHO HEIGHT -   416.330 (meters)     1365.91  (feet) ADJUSTED
 PS0470  ______________________________________________________________________
 PS0470  GEOID HEIGHT    -        -24.744 (meters)                     GEOID18
 PS0470  DYNAMIC HEIGHT  -        416.233 (meters)     1365.59  (feet) COMP
 PS0470  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 PS0470
 PS0470  VERT ORDER      -  FIRST     CLASS II
 PS0470
 PS0470.The horizontal coordinates were scaled from a map and have
 PS0470.an estimated accuracy of +/- 6 seconds.
 PS0470
 PS0470.The orthometric height was determined by differential leveling and
 PS0470.adjusted by the NATIONAL GEODETIC SURVEY
 PS0470.in June 1991.
 PS0470
 PS0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0470.GEOID18 height accuracy estimate available here.
 PS0470
 PS0470.Click photographs - Photos may exist for this station.
 PS0470
 PS0470.The dynamic height is computed by dividing the NAVD 88
 PS0470.geopotential number by the normal gravity value computed on the
 PS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0470.degrees latitude (g = 980.6199 gals.).
 PS0470
 PS0470.The modeled gravity was interpolated from observed gravity values.
 PS0470
 PS0470;                    North         East    Units  Estimated Accuracy
 PS0470;SPC SD S     -   193,990.      664,480.      MT  (+/- 180 meters Scaled)
 PS0470
 PS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP576805(NAD 83)
 PS0470
 PS0470                          SUPERSEDED SURVEY CONTROL
 PS0470
 PS0470  NGVD 29 (??/??/92)  415.997  (m)         1364.82   (f) ADJ UNCH    1 2
 PS0470
 PS0470.Superseded values are not recommended for survey control.
 PS0470
 PS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0470.See file dsdata.pdf to determine how the superseded data were derived.
 PS0470
 PS0470_MARKER: DB = BENCH MARK DISK
 PS0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0470_STAMPING: G 349 1949
 PS0470_MARK LOGO: CGS
 PS0470_PROJECTION: FLUSH
 PS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0470+STABILITY: SURFACE MOTION
 PS0470
 PS0470  HISTORY     - Date     Condition        Report By
 PS0470  HISTORY     - 1949     MONUMENTED       CGS
 PS0470  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0470
 PS0470                          STATION DESCRIPTION
 PS0470
 PS0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0470'6.3 MI NW FROM FORT THOMPSON.
 PS0470'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0470'FORT THOMPSON, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY NO. 47,
 PS0470'THENCE 4.5 MILES WEST ALONG A DIRT ROAD, ON THE TOP OF A SAND
 PS0470'KNOLL, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET
 PS0470'WEST OF A 30-INCH COTTONWOOD TREE ON THE EAST SLOPE OF THE KNOLL,
 PS0470'7.8 FEET NORTHWEST OF A TELEPHONE POLE, 9 FEET NORTH OF A FENCE,
 PS0470'1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0470'POST 5 FEET IN DEPTH AND ABOUT LEVEL WITH THE GROUND.
 PS0470
 PS0470                          STATION RECOVERY (1965)
 PS0470
 PS0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0458 ***********************************************************************
 PS0458  DESIGNATION -  G 350
 PS0458  PID         -  PS0458
 PS0458  STATE/COUNTY-  SD/HUGHES
 PS0458  COUNTRY     -  US
 PS0458  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0458
 PS0458                         *CURRENT SURVEY CONTROL
 PS0458  ______________________________________________________________________
 PS0458* NAD 83(1986) POSITION- 44 08 53.     (N) 099 37 33.     (W)   SCALED
 PS0458* NAVD 88 ORTHO HEIGHT -   424.631 (meters)     1393.14  (feet) ADJUSTED
 PS0458  ______________________________________________________________________
 PS0458  GEOID HEIGHT    -        -24.414 (meters)                     GEOID18
 PS0458  DYNAMIC HEIGHT  -        424.539 (meters)     1392.84  (feet) COMP
 PS0458  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 PS0458
 PS0458  VERT ORDER      -  FIRST     CLASS II
 PS0458
 PS0458.The horizontal coordinates were scaled from a map and have
 PS0458.an estimated accuracy of +/- 6 seconds.
 PS0458
 PS0458.The orthometric height was determined by differential leveling and
 PS0458.adjusted by the NATIONAL GEODETIC SURVEY
 PS0458.in June 1991.
 PS0458
 PS0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0458.GEOID18 height accuracy estimate available here.
 PS0458
 PS0458.Click photographs - Photos may exist for this station.
 PS0458
 PS0458.The dynamic height is computed by dividing the NAVD 88
 PS0458.geopotential number by the normal gravity value computed on the
 PS0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0458.degrees latitude (g = 980.6199 gals.).
 PS0458
 PS0458.The modeled gravity was interpolated from observed gravity values.
 PS0458
 PS0458;                    North         East    Units  Estimated Accuracy
 PS0458;SPC SD S     -   201,850.      656,600.      MT  (+/- 180 meters Scaled)
 PS0458
 PS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP499885(NAD 83)
 PS0458
 PS0458                          SUPERSEDED SURVEY CONTROL
 PS0458
 PS0458  NGVD 29 (??/??/92)  424.303  (m)         1392.07   (f) ADJ UNCH    1 2
 PS0458
 PS0458.Superseded values are not recommended for survey control.
 PS0458
 PS0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0458.See file dsdata.pdf to determine how the superseded data were derived.
 PS0458
 PS0458_MARKER: DB = BENCH MARK DISK
 PS0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0458_STAMPING: G 350 1949
 PS0458_MARK LOGO: CGS
 PS0458_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0458+STABILITY: SURFACE MOTION
 PS0458
 PS0458  HISTORY     - Date     Condition        Report By
 PS0458  HISTORY     - 1949     MONUMENTED       CGS
 PS0458  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0458
 PS0458                          STATION DESCRIPTION
 PS0458
 PS0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0458'11.3 MI E FROM JOE CREEK.
 PS0458'7.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 PS0458'JOE CREEK, THENCE 0.7 MILE NORTHEAST ALONG A FIELD ROAD, THENCE
 PS0458'0.5 MILE SOUTHEAST ALONG A FIELD ROAD, THENCE 1.0 MILE EAST
 PS0458'ALONG A SECTION LINE FENCE, THENCE 1.0 MILE EAST ALONG A FIELD
 PS0458'ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, ON THE OUTSIDE
 PS0458'OF A CURVE WITH TANGENTS LEADING WEST AND SOUTH, 169 FEET
 PS0458'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, AT THE CORNER
 PS0458'OF SECTIONS 16, 17, 20 AND 21, T. 108 N., R. 73 W., 50 FEET
 PS0458'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A
 PS0458'3-WAY CORNER FENCE POST, 1.5 FEET NORTH OF A REFERENCE POST,
 PS0458'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 PS0458'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PS0458
 PS0458                          STATION RECOVERY (1965)
 PS0458
 PS0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1487 ***********************************************************************
 PU1487  DESIGNATION -  G 355
 PU1487  PID         -  PU1487
 PU1487  STATE/COUNTY-  SD/MEADE
 PU1487  COUNTRY     -  US
 PU1487  USGS QUAD   -  FORT MEADE NE (2017)
 PU1487
 PU1487                         *CURRENT SURVEY CONTROL
 PU1487  ______________________________________________________________________
 PU1487* NAD 83(1986) POSITION- 44 25 25.     (N) 103 20 51.     (W)   SCALED
 PU1487* NAVD 88 ORTHO HEIGHT -   966.119 (meters)     3169.68  (feet) ADJUSTED
 PU1487  ______________________________________________________________________
 PU1487  GEOID HEIGHT    -        -16.059 (meters)                     GEOID18
 PU1487  DYNAMIC HEIGHT  -        965.823 (meters)     3168.70  (feet) COMP
 PU1487  MODELED GRAVITY -    980,278.6   (mgal)                       NAVD 88
 PU1487
 PU1487  VERT ORDER      -  SECOND    CLASS 0
 PU1487
 PU1487.The horizontal coordinates were scaled from a map and have
 PU1487.an estimated accuracy of +/- 6 seconds.
 PU1487
 PU1487.The orthometric height was determined by differential leveling and
 PU1487.adjusted by the NATIONAL GEODETIC SURVEY
 PU1487.in June 1991.
 PU1487
 PU1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1487.GEOID18 height accuracy estimate available here.
 PU1487
 PU1487.Click photographs - Photos may exist for this station.
 PU1487
 PU1487.The dynamic height is computed by dividing the NAVD 88
 PU1487.geopotential number by the normal gravity value computed on the
 PU1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1487.degrees latitude (g = 980.6199 gals.).
 PU1487
 PU1487.The modeled gravity was interpolated from observed gravity values.
 PU1487
 PU1487;                    North         East    Units  Estimated Accuracy
 PU1487;SPC SD N     -    71,100.      333,500.      MT  (+/- 180 meters Scaled)
 PU1487
 PU1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK315202(NAD 83)
 PU1487
 PU1487                          SUPERSEDED SURVEY CONTROL
 PU1487
 PU1487  NGVD 29 (??/??/92)  965.610  (m)         3168.01   (f) ADJ UNCH    2 0
 PU1487
 PU1487.Superseded values are not recommended for survey control.
 PU1487
 PU1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1487.See file dsdata.pdf to determine how the superseded data were derived.
 PU1487
 PU1487_MARKER: DB = BENCH MARK DISK
 PU1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1487_STAMPING: G 355 1961
 PU1487_MARK LOGO: CGS
 PU1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1487+STABILITY: SURFACE MOTION
 PU1487
 PU1487  HISTORY     - Date     Condition        Report By
 PU1487  HISTORY     - 1961     MONUMENTED       CGS
 PU1487
 PU1487                          STATION DESCRIPTION
 PU1487
 PU1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1487'8.1 MI E FROM STURGIS.
 PU1487'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1487'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST
 PU1487'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1487'EAST ALONG A DIRT AND SURFACED ROAD FOR 3.3 MILES, 78 FEET SOUTH
 PU1487'OF THE CENTER OF THE ROAD, 1 1/2 FEET NORTH OF A FENCE, 2.4
 PU1487'FEET EAST OF A WITNESS POST, AND SET IN A SQUARE CONCRETE
 PU1487'POST THAT PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1972 ***********************************************************************
 PU1972  DESIGNATION -  G 358 RESET
 PU1972  PID         -  PU1972
 PU1972  STATE/COUNTY-  SD/BUTTE
 PU1972  COUNTRY     -  US
 PU1972  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1972
 PU1972                         *CURRENT SURVEY CONTROL
 PU1972  ______________________________________________________________________
 PU1972* NAD 83(1986) POSITION- 44 42 56.     (N) 103 54 32.     (W)   SCALED
 PU1972* NAVD 88 ORTHO HEIGHT -   937.534 (meters)     3075.89  (feet) ADJUSTED
 PU1972  ______________________________________________________________________
 PU1972  GEOID HEIGHT    -        -15.326 (meters)                     GEOID18
 PU1972  DYNAMIC HEIGHT  -        937.269 (meters)     3075.02  (feet) COMP
 PU1972  MODELED GRAVITY -    980,303.0   (mgal)                       NAVD 88
 PU1972
 PU1972  VERT ORDER      -  FIRST     CLASS II
 PU1972
 PU1972.The horizontal coordinates were scaled from a map and have
 PU1972.an estimated accuracy of +/- 6 seconds.
 PU1972
 PU1972.The orthometric height was determined by differential leveling and
 PU1972.adjusted by the NATIONAL GEODETIC SURVEY
 PU1972.in July 1998.
 PU1972
 PU1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1972.GEOID18 height accuracy estimate available here.
 PU1972
 PU1972.Click photographs - Photos may exist for this station.
 PU1972
 PU1972.The dynamic height is computed by dividing the NAVD 88
 PU1972.geopotential number by the normal gravity value computed on the
 PU1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1972.degrees latitude (g = 980.6199 gals.).
 PU1972
 PU1972.The modeled gravity was interpolated from observed gravity values.
 PU1972
 PU1972;                    North         East    Units  Estimated Accuracy
 PU1972;SPC SD N     -   105,510.      290,410.      MT  (+/- 180 meters Scaled)
 PU1972
 PU1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK864519(NAD 83)
 PU1972
 PU1972                          SUPERSEDED SURVEY CONTROL
 PU1972
 PU1972  NGVD 29 (04/17/07)  937.03   (m)         3074.2    (f) RESET       3  
 PU1972
 PU1972.Superseded values are not recommended for survey control.
 PU1972
 PU1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1972.See file dsdata.pdf to determine how the superseded data were derived.
 PU1972
 PU1972_MARKER: DV = VERTICAL CONTROL DISK
 PU1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1972_STAMPING: G 358 RESET 1975
 PU1972_MARK LOGO: NGS
 PU1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1972+STABILITY: SURFACE MOTION
 PU1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1972+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1972
 PU1972  HISTORY     - Date     Condition        Report By
 PU1972  HISTORY     - 1975     MONUMENTED       NGS
 PU1972  HISTORY     - 19951116 GOOD             NGS
 PU1972
 PU1972                          STATION DESCRIPTION
 PU1972
 PU1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU1972'3.4 MI NW FROM BELLE FOURCHE.
 PU1972'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1972'WITH U.S. HIGHWAY 85 AT THE NORTH EDGE OF BELLE FOURCHE, AT
 PU1972'STATE HIGHWAY STATION NUMBER 521 + 70, 280 FEET SOUTHWEST OF THE
 PU1972'CENTER OF HIGHWAY 212, 45.5 FEET NORTHEAST OF THE NORTHEAST
 PU1972'RAILROAD RAIL, 21 FEET WEST OF A 2-POST BRACE PANEL IN THE
 PU1972'RAILROAD RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF THE FENCE AND
 PU1972'2.5 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 PU1972'ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 PU1972
 PU1972                          STATION RECOVERY (1995)
 PU1972
 PU1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1972'5.8 KM (3.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1972'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 108.0 M (354.3 FT)
 PU1972'NORTHWEST OF MILEPOST 10, 85.3 M (279.9 FT) SOUTHWEST OF THE HIGHWAY
 PU1972'CENTERLINE, 14.0 M (45.9 FT) NORTHEAST OF THE NEAR RAIL OF THE DAKOTA
 PU1972'MINNESOTA EASTERN RAILROAD, 3.9 M (12.8 FT) NORTHEAST OF A FENCE, 2.0
 PU1972'M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF
 PU1972'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1972'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2066 ***********************************************************************
 PU2066  DESIGNATION -  G 359
 PU2066  PID         -  PU2066
 PU2066  STATE/COUNTY-  SD/BUTTE
 PU2066  COUNTRY     -  US
 PU2066  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2066
 PU2066                         *CURRENT SURVEY CONTROL
 PU2066  ______________________________________________________________________
 PU2066* NAD 83(1986) POSITION- 44 38 18.     (N) 103 51 34.     (W)   SCALED
 PU2066* NAVD 88 ORTHO HEIGHT -   962.413 (meters)     3157.52  (feet) ADJUSTED
 PU2066  ______________________________________________________________________
 PU2066  GEOID HEIGHT    -        -15.224 (meters)                     GEOID18
 PU2066  DYNAMIC HEIGHT  -        962.135 (meters)     3156.60  (feet) COMP
 PU2066  MODELED GRAVITY -    980,295.7   (mgal)                       NAVD 88
 PU2066
 PU2066  VERT ORDER      -  SECOND    CLASS 0
 PU2066
 PU2066.The horizontal coordinates were scaled from a map and have
 PU2066.an estimated accuracy of +/- 6 seconds.
 PU2066
 PU2066.The orthometric height was determined by differential leveling and
 PU2066.adjusted by the NATIONAL GEODETIC SURVEY
 PU2066.in June 1991.
 PU2066
 PU2066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2066.GEOID18 height accuracy estimate available here.
 PU2066
 PU2066.Click photographs - Photos may exist for this station.
 PU2066
 PU2066.The dynamic height is computed by dividing the NAVD 88
 PU2066.geopotential number by the normal gravity value computed on the
 PU2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2066.degrees latitude (g = 980.6199 gals.).
 PU2066
 PU2066.The modeled gravity was interpolated from observed gravity values.
 PU2066
 PU2066;                    North         East    Units  Estimated Accuracy
 PU2066;SPC SD N     -    96,750.      293,910.      MT  (+/- 180 meters Scaled)
 PU2066
 PU2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904434(NAD 83)
 PU2066
 PU2066                          SUPERSEDED SURVEY CONTROL
 PU2066
 PU2066  NGVD 29 (??/??/92)  961.918  (m)         3155.89   (f) ADJ UNCH    2 0
 PU2066
 PU2066.Superseded values are not recommended for survey control.
 PU2066
 PU2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2066.See file dsdata.pdf to determine how the superseded data were derived.
 PU2066
 PU2066_MARKER: DB = BENCH MARK DISK
 PU2066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2066_SP_SET: BRIDGE
 PU2066_STAMPING: G 359 1962
 PU2066_MARK LOGO: CGS
 PU2066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2066
 PU2066  HISTORY     - Date     Condition        Report By
 PU2066  HISTORY     - 1962     MONUMENTED       CGS
 PU2066  HISTORY     - 1984     GOOD             NGS
 PU2066
 PU2066                          STATION DESCRIPTION
 PU2066
 PU2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2066'2 MI S FROM BELLE FOURCHE.
 PU2066'2.05 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2066'HOUSE AT BELLE FOURCHE, SET IN TOP OF THE NORTHWEST END OF
 PU2066'THE SOUTHEAST WINGWALL OF A BRIDGE OVER A DITCH, 17 FEET EAST
 PU2066'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHWEST OF THE
 PU2066'SOUTHEAST EDGE OF THE WINGWALL, 0.7 OF A FOOT SOUTHEAST OF THE
 PU2066'SOUTHEAST END OF THE HEADWALL, DRILLED IN HORIZONTAL, LEVEL
 PU2066'WITH THE HIGHWAY.
 PU2066
 PU2066                          STATION RECOVERY (1984)
 PU2066
 PU2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9075 ***********************************************************************
 AD9075  DESIGNATION -  G 359 RESET
 AD9075  PID         -  AD9075
 AD9075  STATE/COUNTY-  SD/BUTTE
 AD9075  COUNTRY     -  US
 AD9075  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9075
 AD9075                         *CURRENT SURVEY CONTROL
 AD9075  ______________________________________________________________________
 AD9075* NAD 83(1986) POSITION- 44 38 17.     (N) 103 51 34.     (W)   SCALED
 AD9075* NAVD 88 ORTHO HEIGHT -   962.360 (meters)     3157.34  (feet) ADJUSTED
 AD9075  ______________________________________________________________________
 AD9075  GEOID HEIGHT    -        -15.223 (meters)                     GEOID18
 AD9075  DYNAMIC HEIGHT  -        962.081 (meters)     3156.43  (feet) COMP
 AD9075  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 AD9075
 AD9075  VERT ORDER      -  FIRST     CLASS II
 AD9075
 AD9075.The horizontal coordinates were scaled from a map and have
 AD9075.an estimated accuracy of +/- 6 seconds.
 AD9075
 AD9075.The orthometric height was determined by differential leveling and
 AD9075.adjusted by the NATIONAL GEODETIC SURVEY
 AD9075.in July 1998.
 AD9075
 AD9075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9075.GEOID18 height accuracy estimate available here.
 AD9075
 AD9075.Click photographs - Photos may exist for this station.
 AD9075
 AD9075.The dynamic height is computed by dividing the NAVD 88
 AD9075.geopotential number by the normal gravity value computed on the
 AD9075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9075.degrees latitude (g = 980.6199 gals.).
 AD9075
 AD9075.The modeled gravity was interpolated from observed gravity values.
 AD9075
 AD9075;                    North         East    Units  Estimated Accuracy
 AD9075;SPC SD N     -    96,720.      293,910.      MT  (+/- 180 meters Scaled)
 AD9075
 AD9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904433(NAD 83)
 AD9075
 AD9075                          SUPERSEDED SURVEY CONTROL
 AD9075
 AD9075.No superseded survey control is available for this station.
 AD9075
 AD9075_MARKER: DV = VERTICAL CONTROL DISK
 AD9075_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD9075_STAMPING: G 359 RESET 1985
 AD9075_MARK LOGO: NGS
 AD9075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9075+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9075
 AD9075  HISTORY     - Date     Condition        Report By
 AD9075  HISTORY     - 1985     MONUMENTED       NGS
 AD9075  HISTORY     - 19960415 GOOD             NGS
 AD9075
 AD9075                          STATION DESCRIPTION
 AD9075
 AD9075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9075'3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9075'IN BELLE FOURCHE, 840.0 M (2755.9 FT) NORTH OF MILEPOST 53, 44.5 M
 AD9075'(146.0 FT) EAST OF THE HIGHWAY CENTERLINE, 38.8 M (127.3 FT) SOUTHEAST
 AD9075'OF THE EAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 21.4 M (70.2 FT)
 AD9075'EAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AD9075'0.1 M (0.3 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 AD9075'A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE MONUMENT
 AD9075'IS ON PROPERTY OWNED BY BERNADINE MONCUR, HC30, BOX 80, BELLE FOURCHE,
 AD9075'SD 57717, TELEPHONE NUMBER (605) 892-4116.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0141 ***********************************************************************
 OR0141  DESIGNATION -  G 36
 OR0141  PID         -  OR0141
 OR0141  STATE/COUNTY-  SD/GREGORY
 OR0141  COUNTRY     -  US
 OR0141  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0141
 OR0141                         *CURRENT SURVEY CONTROL
 OR0141  ______________________________________________________________________
 OR0141* NAD 83(1986) POSITION- 43 06 12.     (N) 098 50 05.     (W)   SCALED
 OR0141* NAVD 88 ORTHO HEIGHT -   578.907 (meters)     1899.30  (feet) ADJUSTED
 OR0141  ______________________________________________________________________
 OR0141  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 OR0141  DYNAMIC HEIGHT  -        578.697 (meters)     1898.61  (feet) COMP
 OR0141  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 OR0141
 OR0141  VERT ORDER      -  FIRST     CLASS II
 OR0141
 OR0141.The horizontal coordinates were scaled from a map and have
 OR0141.an estimated accuracy of +/- 6 seconds.
 OR0141
 OR0141.The orthometric height was determined by differential leveling and
 OR0141.adjusted by the NATIONAL GEODETIC SURVEY
 OR0141.in June 1991.
 OR0141
 OR0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0141.GEOID18 height accuracy estimate available here.
 OR0141
 OR0141.Click photographs - Photos may exist for this station.
 OR0141
 OR0141.The dynamic height is computed by dividing the NAVD 88
 OR0141.geopotential number by the normal gravity value computed on the
 OR0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0141.degrees latitude (g = 980.6199 gals.).
 OR0141
 OR0141.The modeled gravity was interpolated from observed gravity values.
 OR0141
 OR0141;                    North         East    Units  Estimated Accuracy
 OR0141;SPC SD S     -    86,640.      721,980.      MT  (+/- 180 meters Scaled)
 OR0141
 OR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN134723(NAD 83)
 OR0141
 OR0141                          SUPERSEDED SURVEY CONTROL
 OR0141
 OR0141  NGVD 29 (??/??/92)  578.582  (m)         1898.23   (f) ADJ UNCH    1 2
 OR0141
 OR0141.Superseded values are not recommended for survey control.
 OR0141
 OR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0141.See file dsdata.pdf to determine how the superseded data were derived.
 OR0141
 OR0141_MARKER: DB = BENCH MARK DISK
 OR0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0141_STAMPING: 1898.231 G 36 1933
 OR0141_MARK LOGO: CGS
 OR0141_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0141+STABILITY: SURFACE MOTION
 OR0141
 OR0141  HISTORY     - Date     Condition        Report By
 OR0141  HISTORY     - 1933     MONUMENTED       CGS
 OR0141  HISTORY     - 1949     GOOD             CGS
 OR0141  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0141
 OR0141                          STATION DESCRIPTION
 OR0141
 OR0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0141'8.2 MI NE FROM FAIRFAX.
 OR0141'8.2 MILES NORTHEAST ALONG U.S. HIGHWAY 281 FROM FAIRFAX, GREGORY
 OR0141'COUNTY, ABOUT 4 MILES SOUTH OF ROSEBUD BRIDGE OVER MISSOURI
 OR0141'RIVER, AT A SCHOOLHOUSE, AT THE WEST FENCE OF THE SCHOOLYARD, 8
 OR0141'YARDS SOUTH OF THE FENCE CORNER, 3 YARDS SOUTH OF A WOODSHED,
 OR0141'AND 3 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED 1898.231
 OR0141'G 36 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OR0141'INCHES ABOVE GROUND.  FROM THE POST OFFICE AT BONESTEEL BY GOING
 OR0141'0.3 MILE NORTH ALONG MAIN STREET, THENCE 7.8 MILES NORTHEAST
 OR0141'ALONG U.S. HIGHWAY 18.
 OR0141
 OR0141                          STATION RECOVERY (1949)
 OR0141
 OR0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0141'RECOVERED IN GOOD CONDITION.
 OR0141
 OR0141                          STATION RECOVERY (2013)
 OR0141
 OR0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2460 ***********************************************************************
 PU2460  DESIGNATION -  G 360 RESET
 PU2460  PID         -  PU2460
 PU2460  STATE/COUNTY-  SD/BUTTE
 PU2460  COUNTRY     -  US
 PU2460  USGS QUAD   -  FRUITDALE (2017)
 PU2460
 PU2460                         *CURRENT SURVEY CONTROL
 PU2460  ______________________________________________________________________
 PU2460* NAD 83(1986) POSITION- 44 40 06.     (N) 103 41 55.     (W)   SCALED
 PU2460* NAVD 88 ORTHO HEIGHT -   897.51  (meters)     2944.6   (feet) RESET
 PU2460  ______________________________________________________________________
 PU2460  GEOID HEIGHT    -        -15.614 (meters)                     GEOID18
 PU2460  VERT ORDER      -  THIRD
 PU2460
 PU2460.The horizontal coordinates were scaled from a map and have
 PU2460.an estimated accuracy of +/- 6 seconds.
 PU2460
 PU2460.The orthometric height was computed from unverified reset data.
 PU2460
 PU2460.No vertical observational check was made to the station.
 PU2460
 PU2460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2460.GEOID18 height accuracy estimate available here.
 PU2460
 PU2460.Click photographs - Photos may exist for this station.
 PU2460
 PU2460;                    North         East    Units  Estimated Accuracy
 PU2460;SPC SD N     -    99,490.      306,810.      MT  (+/- 180 meters Scaled)
 PU2460
 PU2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK031469(NAD 83)
 PU2460
 PU2460                          SUPERSEDED SURVEY CONTROL
 PU2460
 PU2460  NGVD 29 (04/17/07)  897.03   (m)         2943.0    (f) RESET       3  
 PU2460
 PU2460.Superseded values are not recommended for survey control.
 PU2460
 PU2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2460.See file dsdata.pdf to determine how the superseded data were derived.
 PU2460
 PU2460_MARKER: DV = VERTICAL CONTROL DISK
 PU2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2460_STAMPING: G 360 RESET 1990
 PU2460_MARK LOGO: NGS
 PU2460_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2460+STABILITY: SURFACE MOTION
 PU2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2460+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PU2460
 PU2460  HISTORY     - Date     Condition        Report By
 PU2460  HISTORY     - 1990     MONUMENTED       BLM
 PU2460
 PU2460                          STATION DESCRIPTION
 PU2460
 PU2460'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1990
 PU2460'0.3 KM (0.2 MI) WEST ALONG HIGH STREET FROM THE POST OFFICE IN
 PU2460'FRUITDALE, THEN 0.15 KM (0.09 MI) SOUTH ALONG LAKE STREET, 10.97 M
 PU2460'(35.99 FT) EAST FROM THE CENTER OF LAKE STREET AT THE END OF THE
 PU2460'PAVEMENT, 8.05 M (26.41 FT) SOUTH FROM A POWERPOLE, 0.6 M (2.0 FT)
 PU2460'WEST FROM A FENCE POST, 0.46 M (1.51 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1436 ***********************************************************************
 PU1436  DESIGNATION -  G 361
 PU1436  PID         -  PU1436
 PU1436  STATE/COUNTY-  SD/MEADE
 PU1436  COUNTRY     -  US
 PU1436  USGS QUAD   -  TILFORD (2017)
 PU1436
 PU1436                         *CURRENT SURVEY CONTROL
 PU1436  ______________________________________________________________________
 PU1436* NAD 83(1986) POSITION- 44 20 58.     (N) 103 27 11.     (W)   SCALED
 PU1436* NAVD 88 ORTHO HEIGHT -  1116.711 (meters)     3663.74  (feet) ADJUSTED
 PU1436  ______________________________________________________________________
 PU1436  GEOID HEIGHT    -        -15.235 (meters)                     GEOID18
 PU1436  DYNAMIC HEIGHT  -       1116.341 (meters)     3662.53  (feet) COMP
 PU1436  MODELED GRAVITY -    980,248.0   (mgal)                       NAVD 88
 PU1436
 PU1436  VERT ORDER      -  FIRST     CLASS II
 PU1436
 PU1436.The horizontal coordinates were scaled from a map and have
 PU1436.an estimated accuracy of +/- 6 seconds.
 PU1436
 PU1436.The orthometric height was determined by differential leveling and
 PU1436.adjusted by the NATIONAL GEODETIC SURVEY
 PU1436.in June 1991.
 PU1436
 PU1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1436.GEOID18 height accuracy estimate available here.
 PU1436
 PU1436.Click photographs - Photos may exist for this station.
 PU1436
 PU1436.The dynamic height is computed by dividing the NAVD 88
 PU1436.geopotential number by the normal gravity value computed on the
 PU1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1436.degrees latitude (g = 980.6199 gals.).
 PU1436
 PU1436.The modeled gravity was interpolated from observed gravity values.
 PU1436
 PU1436;                    North         East    Units  Estimated Accuracy
 PU1436;SPC SD N     -    63,220.      324,750.      MT  (+/- 180 meters Scaled)
 PU1436
 PU1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK232118(NAD 83)
 PU1436
 PU1436                          SUPERSEDED SURVEY CONTROL
 PU1436
 PU1436  NGVD 29 (??/??/92) 1116.195  (m)         3662.05   (f) ADJ UNCH    1 2
 PU1436
 PU1436.Superseded values are not recommended for survey control.
 PU1436
 PU1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1436.See file dsdata.pdf to determine how the superseded data were derived.
 PU1436
 PU1436_MARKER: DB = BENCH MARK DISK
 PU1436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1436_SP_SET: CULVERT HEADWALL
 PU1436_STAMPING: G 361 1962
 PU1436_MARK LOGO: CGS
 PU1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1436+STABILITY: SURFACE MOTION
 PU1436
 PU1436  HISTORY     - Date     Condition        Report By
 PU1436  HISTORY     - 1962     MONUMENTED       CGS
 PU1436  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1436  HISTORY     - 20120802 MARK NOT FOUND   INDIV
 PU1436
 PU1436                          STATION DESCRIPTION
 PU1436
 PU1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1436'6.8 MI SE FROM STURGIS.
 PU1436'ABOUT 6.75 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1436'RAILWAY FROM THE STATION AT STURGIS, 0.4 MILE NORTHWEST OF MILE
 PU1436'POST 122, 250 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 PU1436'248 FEET NORTHEAST OF THE NORTHEAST EDGE OF TRESTLE NUMBER H 256,
 PU1436'22 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 14 AND STATE
 PU1436'HIGHWAY 79, 48 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 PU1436'ROAD, ABOUT LEVEL WITH RAILS AND THE HIGHWAY, AND SET IN THE TOP
 PU1436'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 PU1436'DOUBLE CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY.
 PU1436
 PU1436                          STATION RECOVERY (1991)
 PU1436
 PU1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1436'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1436
 PU1436                          STATION RECOVERY (2012)
 PU1436
 PU1436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1574 ***********************************************************************
 PU1574  DESIGNATION -  G 362
 PU1574  PID         -  PU1574
 PU1574  STATE/COUNTY-  SD/PENNINGTON
 PU1574  COUNTRY     -  US
 PU1574  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1574
 PU1574                         *CURRENT SURVEY CONTROL
 PU1574  ______________________________________________________________________
 PU1574* NAD 83(1986) POSITION- 44 04 48.     (N) 103 12 09.     (W)   SCALED
 PU1574* NAVD 88 ORTHO HEIGHT -   971.397 (meters)     3186.99  (feet) ADJUSTED
 PU1574  ______________________________________________________________________
 PU1574  GEOID HEIGHT    -        -15.991 (meters)                     GEOID18
 PU1574  DYNAMIC HEIGHT  -        971.076 (meters)     3185.94  (feet) COMP
 PU1574  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 PU1574
 PU1574  VERT ORDER      -  FIRST     CLASS II
 PU1574
 PU1574.The horizontal coordinates were scaled from a map and have
 PU1574.an estimated accuracy of +/- 6 seconds.
 PU1574
 PU1574.The orthometric height was determined by differential leveling and
 PU1574.adjusted by the NATIONAL GEODETIC SURVEY
 PU1574.in June 1991.
 PU1574
 PU1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1574.GEOID18 height accuracy estimate available here.
 PU1574
 PU1574.Click photographs - Photos may exist for this station.
 PU1574
 PU1574.The dynamic height is computed by dividing the NAVD 88
 PU1574.geopotential number by the normal gravity value computed on the
 PU1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1574.degrees latitude (g = 980.6199 gals.).
 PU1574
 PU1574.The modeled gravity was interpolated from observed gravity values.
 PU1574
 PU1574;                    North         East    Units  Estimated Accuracy
 PU1574;SPC SD S     -   198,010.      370,240.      MT  (+/- 180 meters Scaled)
 PU1574
 PU1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ439823(NAD 83)
 PU1574
 PU1574                          SUPERSEDED SURVEY CONTROL
 PU1574
 PU1574  NGVD 29 (??/??/92)  970.925  (m)         3185.44   (f) ADJ UNCH    1 2
 PU1574
 PU1574.Superseded values are not recommended for survey control.
 PU1574
 PU1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1574.See file dsdata.pdf to determine how the superseded data were derived.
 PU1574
 PU1574_MARKER: DB = BENCH MARK DISK
 PU1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1574_STAMPING: G 362 1962
 PU1574_MARK LOGO: CGS
 PU1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1574+STABILITY: SURFACE MOTION
 PU1574
 PU1574  HISTORY     - Date     Condition        Report By
 PU1574  HISTORY     - 1962     MONUMENTED       CGS
 PU1574  HISTORY     - 1985     MARK NOT FOUND   NGS
 PU1574  HISTORY     - 20110103 MARK NOT FOUND   INDIV
 PU1574
 PU1574                          STATION DESCRIPTION
 PU1574
 PU1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1574'1.6 MI E FROM RAPID CITY.
 PU1574'ABOUT 1.55 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PU1574'PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1574'STATION AT RAPID CITY, IN SECTION 6, T 1 N, R 8 E, 103 FEET
 PU1574'WEST OF THE CENTER LINE OF THE CROSSING WITH LA CROSSE STREET,
 PU1574'6 FEET EAST OF THE 3RD TELEPHONE POLE EAST OF MILE POST 659, 16
 PU1574'FEET NORTH OF THE CENTER LINE OF EAST RAPID STREET 9 1/2 FEET
 PU1574'SOUTH OF THE SOUTH RAIL, 1.5 FEET NORTHWEST OF A METAL WITNESS
 PU1574'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 PU1574'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1574
 PU1574                          STATION RECOVERY (1985)
 PU1574
 PU1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1574'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
 PU1574
 PU1574                          STATION RECOVERY (2011)
 PU1574
 PU1574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1574'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0269 ***********************************************************************
 OT0269  DESIGNATION -  G 363
 OT0269  PID         -  OT0269
 OT0269  STATE/COUNTY-  SD/PENNINGTON
 OT0269  COUNTRY     -  US
 OT0269  USGS QUAD   -  CAPUTA (2017)
 OT0269
 OT0269                         *CURRENT SURVEY CONTROL
 OT0269  ______________________________________________________________________
 OT0269* NAD 83(1986) POSITION- 43 59 24.     (N) 102 58 21.     (W)   SCALED
 OT0269* NAVD 88 ORTHO HEIGHT -   881.132 (meters)     2890.85  (feet) ADJUSTED
 OT0269  ______________________________________________________________________
 OT0269  GEOID HEIGHT    -        -17.036 (meters)                     GEOID18
 OT0269  DYNAMIC HEIGHT  -        880.838 (meters)     2889.88  (feet) COMP
 OT0269  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 OT0269
 OT0269  VERT ORDER      -  FIRST     CLASS II
 OT0269
 OT0269.The horizontal coordinates were scaled from a map and have
 OT0269.an estimated accuracy of +/- 6 seconds.
 OT0269
 OT0269.The orthometric height was determined by differential leveling and
 OT0269.adjusted by the NATIONAL GEODETIC SURVEY
 OT0269.in June 1991.
 OT0269
 OT0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0269.GEOID18 height accuracy estimate available here.
 OT0269
 OT0269.Click photographs - Photos may exist for this station.
 OT0269
 OT0269.The dynamic height is computed by dividing the NAVD 88
 OT0269.geopotential number by the normal gravity value computed on the
 OT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0269.degrees latitude (g = 980.6199 gals.).
 OT0269
 OT0269.The modeled gravity was interpolated from observed gravity values.
 OT0269
 OT0269;                    North         East    Units  Estimated Accuracy
 OT0269;SPC SD S     -   187,410.      388,340.      MT  (+/- 180 meters Scaled)
 OT0269
 OT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ625727(NAD 83)
 OT0269
 OT0269                          SUPERSEDED SURVEY CONTROL
 OT0269
 OT0269  NGVD 29 (??/??/92)  880.667  (m)         2889.32   (f) ADJ UNCH    1 2
 OT0269
 OT0269.Superseded values are not recommended for survey control.
 OT0269
 OT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0269.See file dsdata.pdf to determine how the superseded data were derived.
 OT0269
 OT0269_MARKER: DB = BENCH MARK DISK
 OT0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0269_STAMPING: G 363 1962
 OT0269_MARK LOGO: CGS
 OT0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0269+STABILITY: SURFACE MOTION
 OT0269
 OT0269  HISTORY     - Date     Condition        Report By
 OT0269  HISTORY     - 1962     MONUMENTED       CGS
 OT0269  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0269  HISTORY     - 20120314 MARK NOT FOUND   INDIV
 OT0269
 OT0269                          STATION DESCRIPTION
 OT0269
 OT0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0269'14.7 MI SE FROM RAPID CITY.
 OT0269'ABOUT 14.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0269'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0269'RAILWAY STATION AT RAPID CITY, IN SECTION 6, T 1 S, R 10 E,
 OT0269'0.35 MILE EAST OF MILE POST 646, 133 FEET EAST OF THE NORTHEAST
 OT0269'CORNER OF TRESTLE NUMBER W 621, 39 FEET SOUTH OF THE CENTER LINE
 OT0269'OF STATE HIGHWAY 40, 38 FEET NORTH OF NORTH RAIL, 26 FEET
 OT0269'WEST-SOUTHWEST OF A LONE COTTONWOOD TREE, 2.1 FEET SOUTH OF A
 OT0269'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 OT0269'AND 6 1/2 FEET BELOW THE TOP OF THE RAILS, AND SET IN THE TOP
 OT0269'OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0269
 OT0269                          STATION RECOVERY (1985)
 OT0269
 OT0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0269'NOT RECOVERED.
 OT0269
 OT0269                          STATION RECOVERY (2012)
 OT0269
 OT0269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0239 ***********************************************************************
 OT0239  DESIGNATION -  G 364
 OT0239  PID         -  OT0239
 OT0239  STATE/COUNTY-  SD/PENNINGTON
 OT0239  COUNTRY     -  US
 OT0239  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0239
 OT0239                         *CURRENT SURVEY CONTROL
 OT0239  ______________________________________________________________________
 OT0239* NAD 83(1986) POSITION- 43 44 52.     (N) 102 30 27.     (W)   SCALED
 OT0239* NAVD 88 ORTHO HEIGHT -   851.500 (meters)     2793.63  (feet) ADJUSTED
 OT0239  ______________________________________________________________________
 OT0239  GEOID HEIGHT    -        -18.287 (meters)                     GEOID18
 OT0239  DYNAMIC HEIGHT  -        851.219 (meters)     2792.71  (feet) COMP
 OT0239  MODELED GRAVITY -    980,259.4   (mgal)                       NAVD 88
 OT0239
 OT0239  VERT ORDER      -  FIRST     CLASS II
 OT0239
 OT0239.The horizontal coordinates were scaled from a map and have
 OT0239.an estimated accuracy of +/- 6 seconds.
 OT0239
 OT0239.The orthometric height was determined by differential leveling and
 OT0239.adjusted by the NATIONAL GEODETIC SURVEY
 OT0239.in June 1991.
 OT0239
 OT0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0239.GEOID18 height accuracy estimate available here.
 OT0239
 OT0239.Click photographs - Photos may exist for this station.
 OT0239
 OT0239.The dynamic height is computed by dividing the NAVD 88
 OT0239.geopotential number by the normal gravity value computed on the
 OT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0239.degrees latitude (g = 980.6199 gals.).
 OT0239
 OT0239.The modeled gravity was interpolated from observed gravity values.
 OT0239
 OT0239;                    North         East    Units  Estimated Accuracy
 OT0239;SPC SD S     -   159,430.      424,920.      MT  (+/- 180 meters Scaled)
 OT0239
 OT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ006468(NAD 83)
 OT0239
 OT0239                          SUPERSEDED SURVEY CONTROL
 OT0239
 OT0239  NGVD 29 (??/??/92)  851.031  (m)         2792.09   (f) ADJ UNCH    1 2
 OT0239
 OT0239.Superseded values are not recommended for survey control.
 OT0239
 OT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0239.See file dsdata.pdf to determine how the superseded data were derived.
 OT0239
 OT0239_MARKER: DB = BENCH MARK DISK
 OT0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0239_STAMPING: H 364 1962
 OT0239_MARK LOGO: CGS
 OT0239_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0239
 OT0239  HISTORY     - Date     Condition        Report By
 OT0239  HISTORY     - 1962     MONUMENTED       CGS
 OT0239
 OT0239                          STATION DESCRIPTION
 OT0239
 OT0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0239'3.2 MI SE FROM SCENIC.
 OT0239'ABOUT 3.25 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0239'AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, 3 1/2 POLES
 OT0239'EAST-SOUTHEAST OF 4 SMALL TREES, 46 1/2 FEET SOUTH-SOUTHWEST
 OT0239'OF SOUTH-SOUTHWEST RAIL, 32 FEET SOUTHEAST OF FIRST TELEPHONE
 OT0239'POLE EAST-SOUTHEAST OF MILEPOST 615, 14 FEET WEST OF THE WEST
 OT0239'TOP AND EDGE OF A SMALL FLAT TOPPED DIRT FORMATION, 2.0 FEET
 OT0239'NORTHEAST OF A METAL WITNESS POST, 2 1/2 FEET ABOVE THE LEVEL
 OT0239'OF THE RAILS, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH
 OT0239'PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0295 ***********************************************************************
 OT0295  DESIGNATION -  G 365
 OT0295  PID         -  OT0295
 OT0295  STATE/COUNTY-  SD/PENNINGTON
 OT0295  COUNTRY     -  US
 OT0295  USGS QUAD   -  HERMOSA NW (2017)
 OT0295
 OT0295                         *CURRENT SURVEY CONTROL
 OT0295  ______________________________________________________________________
 OT0295* NAD 83(1986) POSITION- 43 54 17.     (N) 103 10 17.     (W)   SCALED
 OT0295* NAVD 88 ORTHO HEIGHT -  1056.411 (meters)     3465.91  (feet) ADJUSTED
 OT0295  ______________________________________________________________________
 OT0295  GEOID HEIGHT    -        -16.158 (meters)                     GEOID18
 OT0295  DYNAMIC HEIGHT  -       1056.018 (meters)     3464.62  (feet) COMP
 OT0295  MODELED GRAVITY -    980,210.0   (mgal)                       NAVD 88
 OT0295
 OT0295  VERT ORDER      -  FIRST     CLASS II
 OT0295
 OT0295.The horizontal coordinates were scaled from a map and have
 OT0295.an estimated accuracy of +/- 6 seconds.
 OT0295
 OT0295.The orthometric height was determined by differential leveling and
 OT0295.adjusted by the NATIONAL GEODETIC SURVEY
 OT0295.in June 1991.
 OT0295
 OT0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0295.GEOID18 height accuracy estimate available here.
 OT0295
 OT0295.Click photographs - Photos may exist for this station.
 OT0295
 OT0295.The dynamic height is computed by dividing the NAVD 88
 OT0295.geopotential number by the normal gravity value computed on the
 OT0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0295.degrees latitude (g = 980.6199 gals.).
 OT0295
 OT0295.The modeled gravity was interpolated from observed gravity values.
 OT0295
 OT0295;                    North         East    Units  Estimated Accuracy
 OT0295;SPC SD S     -   178,460.      372,070.      MT  (+/- 180 meters Scaled)
 OT0295
 OT0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ468629(NAD 83)
 OT0295
 OT0295                          SUPERSEDED SURVEY CONTROL
 OT0295
 OT0295  NGVD 29 (??/??/92) 1055.909  (m)         3464.26   (f) ADJ UNCH    1 2
 OT0295
 OT0295.Superseded values are not recommended for survey control.
 OT0295
 OT0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0295.See file dsdata.pdf to determine how the superseded data were derived.
 OT0295
 OT0295_MARKER: DB = BENCH MARK DISK
 OT0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0295_SP_SET: CULVERT HEADWALL
 OT0295_STAMPING: G 365 1962
 OT0295_MARK LOGO: CGS
 OT0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0295+STABILITY: SURFACE MOTION
 OT0295
 OT0295  HISTORY     - Date     Condition        Report By
 OT0295  HISTORY     - 1962     MONUMENTED       CGS
 OT0295  HISTORY     - 1963     GOOD             CGS
 OT0295
 OT0295                          STATION DESCRIPTION
 OT0295
 OT0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0295'5.2 MI NE FROM HERMOSA.
 OT0295'ABOUT 5.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OT0295'RAILWAY FROM THE STATION AT HERMOSA, IN SECTION 4, T 2 S, R 8 E,
 OT0295'2 1/2 POLES SOUTH OF MILE POST 84, 7 1/2 RAILS SOUTH OF A
 OT0295'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 11 1/2 FEET WEST OF
 OT0295'THE WEST RAIL, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE RAILS,
 OT0295'AND SET IN THE CENTER OF THE TOP OF THE WEST HEADWALL OF A CONCRETE
 OT0295'CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0311 ***********************************************************************
 PU0311  DESIGNATION -  G 366
 PU0311  PID         -  PU0311
 PU0311  STATE/COUNTY-  SD/PENNINGTON
 PU0311  COUNTRY     -  US
 PU0311  USGS QUAD   -  WASTA (2017)
 PU0311
 PU0311                         *CURRENT SURVEY CONTROL
 PU0311  ______________________________________________________________________
 PU0311* NAD 83(1986) POSITION- 44 04 42.     (N) 102 27 09.     (W)   SCALED
 PU0311* NAVD 88 ORTHO HEIGHT -   781.855 (meters)     2565.14  (feet) ADJUSTED
 PU0311  ______________________________________________________________________
 PU0311  GEOID HEIGHT    -        -18.479 (meters)                     GEOID18
 PU0311  DYNAMIC HEIGHT  -        781.643 (meters)     2564.44  (feet) COMP
 PU0311  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 PU0311
 PU0311  VERT ORDER      -  SECOND    CLASS 0
 PU0311
 PU0311.The horizontal coordinates were scaled from a map and have
 PU0311.an estimated accuracy of +/- 6 seconds.
 PU0311
 PU0311.The orthometric height was determined by differential leveling and
 PU0311.adjusted by the NATIONAL GEODETIC SURVEY
 PU0311.in June 1991.
 PU0311
 PU0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0311.GEOID18 height accuracy estimate available here.
 PU0311
 PU0311.Click photographs - Photos may exist for this station.
 PU0311
 PU0311.The dynamic height is computed by dividing the NAVD 88
 PU0311.geopotential number by the normal gravity value computed on the
 PU0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0311.degrees latitude (g = 980.6199 gals.).
 PU0311
 PU0311.The modeled gravity was interpolated from observed gravity values.
 PU0311
 PU0311;                    North         East    Units  Estimated Accuracy
 PU0311;SPC SD S     -   196,020.      430,280.      MT  (+/- 180 meters Scaled)
 PU0311
 PU0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ039837(NAD 83)
 PU0311
 PU0311                          SUPERSEDED SURVEY CONTROL
 PU0311
 PU0311  NGVD 29 (??/??/92)  781.420  (m)         2563.71   (f) ADJ UNCH    2 0
 PU0311
 PU0311.Superseded values are not recommended for survey control.
 PU0311
 PU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0311.See file dsdata.pdf to determine how the superseded data were derived.
 PU0311
 PU0311_MARKER: DB = BENCH MARK DISK
 PU0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0311_STAMPING: G 366 1962
 PU0311_MARK LOGO: CGS
 PU0311_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0311_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0311+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2009
 PU0311_ROD/PIPE-DEPTH: 3.0 meters
 PU0311
 PU0311  HISTORY     - Date     Condition        Report By
 PU0311  HISTORY     - 1962     MONUMENTED       CGS
 PU0311  HISTORY     - 20080328 GOOD             INDIV
 PU0311  HISTORY     - 20090924 GOOD             USGS
 PU0311
 PU0311                          STATION DESCRIPTION
 PU0311
 PU0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0311'1.3 MI NW FROM WASTA.
 PU0311'ABOUT 0.3 MILE NORTHWEST ALONG A PAVED ROAD FROM THE CHICAGO
 PU0311'AND NORTH WESTERN RAILWAY STATION AT WASTA, THENCE 0.35 MILE
 PU0311'SOUTHWEST ALONG U.S. HIGHWAYS 16 AND 14, THENCE 0.65 MILE
 PU0311'NORTHWEST ALONG A GRAVELED ROAD, AT THE CREST OF A HILL AND ON
 PU0311'THE OUTSIDE OF A SLIGHT CURVE IN THE ROAD, 71 FEET EAST OF THE
 PU0311'CENTER LINE OF THE GRAVELED ROAD, 385 FEET SOUTHEAST OF THE
 PU0311'CENTER OF A JUNCTION OF THE GRAVELED ROAD AND A GRAVELED ROAD
 PU0311'LEADING NORTHEAST, 2 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A
 PU0311'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 PU0311'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 PU0311'10 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 PU0311
 PU0311                          STATION RECOVERY (2008)
 PU0311
 PU0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ML)
 PU0311'RECOVERED IN GOOD CONDITION.
 PU0311
 PU0311                          STATION RECOVERY (2009)
 PU0311
 PU0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2009 (RFT)
 PU0311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0394 ***********************************************************************
 PU0394  DESIGNATION -  G 367
 PU0394  PID         -  PU0394
 PU0394  STATE/COUNTY-  SD/PENNINGTON
 PU0394  COUNTRY     -  US
 PU0394  USGS QUAD   -  LAKE HILL (2017)
 PU0394
 PU0394                         *CURRENT SURVEY CONTROL
 PU0394  ______________________________________________________________________
 PU0394* NAD 83(1986) POSITION- 44 01 50.     (N) 102 13 40.     (W)   SCALED
 PU0394* NAVD 88 ORTHO HEIGHT -   843.583 (meters)     2767.66  (feet) ADJUSTED
 PU0394  ______________________________________________________________________
 PU0394  GEOID HEIGHT    -        -19.053 (meters)                     GEOID18
 PU0394  DYNAMIC HEIGHT  -        843.328 (meters)     2766.82  (feet) COMP
 PU0394  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 PU0394
 PU0394  VERT ORDER      -  SECOND    CLASS 0
 PU0394
 PU0394.The horizontal coordinates were scaled from a map and have
 PU0394.an estimated accuracy of +/- 6 seconds.
 PU0394
 PU0394.The orthometric height was determined by differential leveling and
 PU0394.adjusted by the NATIONAL GEODETIC SURVEY
 PU0394.in June 1991.
 PU0394
 PU0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0394.GEOID18 height accuracy estimate available here.
 PU0394
 PU0394.Click photographs - Photos may exist for this station.
 PU0394
 PU0394.The dynamic height is computed by dividing the NAVD 88
 PU0394.geopotential number by the normal gravity value computed on the
 PU0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0394.degrees latitude (g = 980.6199 gals.).
 PU0394
 PU0394.The modeled gravity was interpolated from observed gravity values.
 PU0394
 PU0394;                    North         East    Units  Estimated Accuracy
 PU0394;SPC SD S     -   190,280.      448,160.      MT  (+/- 180 meters Scaled)
 PU0394
 PU0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ221790(NAD 83)
 PU0394
 PU0394                          SUPERSEDED SURVEY CONTROL
 PU0394
 PU0394  NGVD 29 (??/??/92)  843.123  (m)         2766.15   (f) ADJ UNCH    2 0
 PU0394
 PU0394.Superseded values are not recommended for survey control.
 PU0394
 PU0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0394.See file dsdata.pdf to determine how the superseded data were derived.
 PU0394
 PU0394_MARKER: DB = BENCH MARK DISK
 PU0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0394_STAMPING: G 367 1962
 PU0394_MARK LOGO: CGS
 PU0394_PROJECTION: PROJECTING 18 CENTIMETERS
 PU0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0394+STABILITY: SURFACE MOTION
 PU0394
 PU0394  HISTORY     - Date     Condition        Report By
 PU0394  HISTORY     - 1962     MONUMENTED       CGS
 PU0394
 PU0394                          STATION DESCRIPTION
 PU0394
 PU0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0394'3 MI N FROM WALL.
 PU0394'ABOUT 2.95 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0394'AT WALL, 0.4 MILE SOUTH OF A SET OF FARM BUILDINGS ON THE EAST
 PU0394'SIDE OF THE ROAD, 70 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0394'55 FEET SOUTH OF A CORNER FENCE POST, 32 1/2 FEET EAST OF A
 PU0394'TELEPHONE POLE, 55 FEET SOUTH OF A CORNER FENCE POST, 32 1/2
 PU0394'FEET EAST OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A FENCE, 1.7
 PU0394'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0394'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1658 ***********************************************************************
 PU1658  DESIGNATION -  G 368
 PU1658  PID         -  PU1658
 PU1658  STATE/COUNTY-  SD/LAWRENCE
 PU1658  COUNTRY     -  US
 PU1658  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1658
 PU1658                         *CURRENT SURVEY CONTROL
 PU1658  ______________________________________________________________________
 PU1658* NAD 83(1986) POSITION- 44 27 39.2    (N) 103 38 13.3    (W)   HD_HELD2
 PU1658* NAVD 88 ORTHO HEIGHT -  1111.717 (meters)     3647.36  (feet) ADJUSTED
 PU1658  ______________________________________________________________________
 PU1658  GEOID HEIGHT    -        -14.975 (meters)                     GEOID18
 PU1658  DYNAMIC HEIGHT  -       1111.352 (meters)     3646.16  (feet) COMP
 PU1658  MODELED GRAVITY -    980,250.6   (mgal)                       NAVD 88
 PU1658
 PU1658  VERT ORDER      -  FIRST     CLASS II
 PU1658
 PU1658.The horizontal coordinates were established by autonomous hand held GPS
 PU1658.observations and have an estimated accuracy of +/- 10 meters.
 PU1658
 PU1658.The orthometric height was determined by differential leveling and
 PU1658.adjusted by the NATIONAL GEODETIC SURVEY
 PU1658.in June 1991.
 PU1658
 PU1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1658.GEOID18 height accuracy estimate available here.
 PU1658
 PU1658.Click photographs - Photos may exist for this station.
 PU1658
 PU1658.The dynamic height is computed by dividing the NAVD 88
 PU1658.geopotential number by the normal gravity value computed on the
 PU1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1658.degrees latitude (g = 980.6199 gals.).
 PU1658
 PU1658.The modeled gravity was interpolated from observed gravity values.
 PU1658
 PU1658;                    North         East    Units  Estimated Accuracy
 PU1658;SPC SD N     -    76,236.      310,655.      MT  (+/- 10 meters HH2 GPS)
 PU1658
 PU1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0842523968(NAD 83)
 PU1658
 PU1658                          SUPERSEDED SURVEY CONTROL
 PU1658
 PU1658  NGVD 29 (??/??/92) 1111.184  (m)         3645.61   (f) ADJ UNCH    1 2
 PU1658
 PU1658.Superseded values are not recommended for survey control.
 PU1658
 PU1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1658.See file dsdata.pdf to determine how the superseded data were derived.
 PU1658
 PU1658_MARKER: DB = BENCH MARK DISK
 PU1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1658_SP_SET: OVERPASS PILLER
 PU1658_STAMPING: G 368 1962
 PU1658_MARK LOGO: CGS
 PU1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1658+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2021
 PU1658
 PU1658  HISTORY     - Date     Condition        Report By
 PU1658  HISTORY     - 1962     MONUMENTED       CGS
 PU1658  HISTORY     - 20091102 GOOD             NJS
 PU1658  HISTORY     - 20120320 GOOD             INDIV
 PU1658  HISTORY     - 20210724 GOOD             GEOCAC
 PU1658
 PU1658                          STATION DESCRIPTION
 PU1658
 PU1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1658'AT WHITEWOOD.
 PU1658'AT WHITEWOOD ON THE CHICAGO AND NORTH WESTERN RAILWAY, IN SECTION
 PU1658'26, T 6 N, R 4 E, 5 POLES NORTHWEST OF MILE POST 135, 20 FEET
 PU1658'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, ABOUT 2 FEET
 PU1658'ABOVE THE LEVEL OF THE RAIL, AND SET VERTICALLY IN THE EAST FACE
 PU1658'OF THE SOUTH ONE OF THE FIRST TWO CONCRETE PILLERS OF THE U.S.
 PU1658'HIGHWAY 14 OVERPASS SOUTHWEST OF THE MAIN TRACK.
 PU1658
 PU1658                          STATION RECOVERY (2009)
 PU1658
 PU1658'RECOVERY NOTE BY NJS ENGINEERING 2009 (WHM)
 PU1658'RECOVERED IN GOOD CONDITION.
 PU1658
 PU1658                          STATION RECOVERY (2012)
 PU1658
 PU1658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1658'RECOVERED IN GOOD CONDITION.
 PU1658
 PU1658                          STATION RECOVERY (2021)
 PU1658
 PU1658'RECOVERY NOTE BY GEOCACHING 2021 (JRS)
 PU1658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1803 ***********************************************************************
 PU1803  DESIGNATION -  G 369
 PU1803  PID         -  PU1803
 PU1803  STATE/COUNTY-  SD/BUTTE
 PU1803  COUNTRY     -  US
 PU1803  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1803
 PU1803                         *CURRENT SURVEY CONTROL
 PU1803  ______________________________________________________________________
 PU1803* NAD 83(1986) POSITION- 44 58 34.     (N) 103 46 23.     (W)   SCALED
 PU1803* NAVD 88 ORTHO HEIGHT -   965.074 (meters)     3166.25  (feet) ADJUSTED
 PU1803  ______________________________________________________________________
 PU1803  GEOID HEIGHT    -        -15.951 (meters)                     GEOID18
 PU1803  DYNAMIC HEIGHT  -        964.829 (meters)     3165.44  (feet) COMP
 PU1803  MODELED GRAVITY -    980,329.8   (mgal)                       NAVD 88
 PU1803
 PU1803  VERT ORDER      -  FIRST     CLASS II
 PU1803
 PU1803.The horizontal coordinates were scaled from a map and have
 PU1803.an estimated accuracy of +/- 6 seconds.
 PU1803
 PU1803.The orthometric height was determined by differential leveling and
 PU1803.adjusted by the NATIONAL GEODETIC SURVEY
 PU1803.in June 1991.
 PU1803
 PU1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1803.GEOID18 height accuracy estimate available here.
 PU1803
 PU1803.Click photographs - Photos may exist for this station.
 PU1803
 PU1803.The dynamic height is computed by dividing the NAVD 88
 PU1803.geopotential number by the normal gravity value computed on the
 PU1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1803.degrees latitude (g = 980.6199 gals.).
 PU1803
 PU1803.The modeled gravity was interpolated from observed gravity values.
 PU1803
 PU1803;                    North         East    Units  Estimated Accuracy
 PU1803;SPC SD N     -   133,920.      302,510.      MT  (+/- 180 meters Scaled)
 PU1803
 PU1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK967810(NAD 83)
 PU1803
 PU1803                          SUPERSEDED SURVEY CONTROL
 PU1803
 PU1803  NGVD 29 (??/??/92)  964.584  (m)         3164.64   (f) ADJ UNCH    1 2
 PU1803
 PU1803.Superseded values are not recommended for survey control.
 PU1803
 PU1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1803.See file dsdata.pdf to determine how the superseded data were derived.
 PU1803
 PU1803_MARKER: DB = BENCH MARK DISK
 PU1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1803_STAMPING: G 369 1962
 PU1803_MARK LOGO: CGS
 PU1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1803+STABILITY: SURFACE MOTION
 PU1803
 PU1803  HISTORY     - Date     Condition        Report By
 PU1803  HISTORY     - 1962     MONUMENTED       CGS
 PU1803
 PU1803                          STATION DESCRIPTION
 PU1803
 PU1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1803'22.6 MI N FROM BELLE FOURCHE.
 PU1803'ABOUT 22.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1803'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1803'20, T 12 N, R 3 E, 69 FEET WEST OF THE CENTER LINE OF THE
 PU1803'HIGHWAY, 5 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A
 PU1803'FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1803'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1803'6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0215 ***********************************************************************
 OS0215  DESIGNATION -  G 37
 OS0215  PID         -  OS0215
 OS0215  STATE/COUNTY-  SD/JONES
 OS0215  COUNTRY     -  US
 OS0215  USGS QUAD   -  MURDO SW (2017)
 OS0215
 OS0215                         *CURRENT SURVEY CONTROL
 OS0215  ______________________________________________________________________
 OS0215* NAD 83(1986) POSITION- 43 51 44.     (N) 100 42 20.     (W)   SCALED
 OS0215* NAVD 88 ORTHO HEIGHT -   679.296 (meters)     2228.66  (feet) ADJUSTED
 OS0215  ______________________________________________________________________
 OS0215  GEOID HEIGHT    -        -24.114 (meters)                     GEOID18
 OS0215  DYNAMIC HEIGHT  -        679.072 (meters)     2227.92  (feet) COMP
 OS0215  MODELED GRAVITY -    980,268.2   (mgal)                       NAVD 88
 OS0215
 OS0215  VERT ORDER      -  FIRST     CLASS II
 OS0215
 OS0215.The horizontal coordinates were scaled from a map and have
 OS0215.an estimated accuracy of +/- 6 seconds.
 OS0215
 OS0215.The orthometric height was determined by differential leveling and
 OS0215.adjusted by the NATIONAL GEODETIC SURVEY
 OS0215.in June 1991.
 OS0215
 OS0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0215.GEOID18 height accuracy estimate available here.
 OS0215
 OS0215.Click photographs - Photos may exist for this station.
 OS0215
 OS0215.The dynamic height is computed by dividing the NAVD 88
 OS0215.geopotential number by the normal gravity value computed on the
 OS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0215.degrees latitude (g = 980.6199 gals.).
 OS0215
 OS0215.The modeled gravity was interpolated from observed gravity values.
 OS0215
 OS0215;                    North         East    Units  Estimated Accuracy
 OS0215;SPC SD S     -   169,920.      570,080.      MT  (+/- 180 meters Scaled)
 OS0215
 OS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP629579(NAD 83)
 OS0215
 OS0215                          SUPERSEDED SURVEY CONTROL
 OS0215
 OS0215  NGVD 29 (??/??/92)  678.840  (m)         2227.16   (f) ADJ UNCH    1 2
 OS0215
 OS0215.Superseded values are not recommended for survey control.
 OS0215
 OS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0215.See file dsdata.pdf to determine how the superseded data were derived.
 OS0215
 OS0215_MARKER: DB = BENCH MARK DISK
 OS0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0215_STAMPING: G 37 1933
 OS0215_MARK LOGO: CGS
 OS0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0215+STABILITY: SURFACE MOTION
 OS0215
 OS0215  HISTORY     - Date     Condition        Report By
 OS0215  HISTORY     - 1933     MONUMENTED       CGS
 OS0215  HISTORY     - 1941     GOOD             CGS
 OS0215  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0215
 OS0215                          STATION DESCRIPTION
 OS0215
 OS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0215'2 MI S FROM MURDO.
 OS0215'2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MURDO, JONES COUNTY,
 OS0215'0.2 MILE SOUTH OF A CROSSROAD AT THE TOP OF A KNOLL, 16 YARDS
 OS0215'NORTH OF A POLE, 11 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 OS0215'AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED G 37 1933
 OS0215'AND SET IN THE TOP OF A CONCRETE POST.
 OS0215
 OS0215                          STATION RECOVERY (1992)
 OS0215
 OS0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0215'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 OS0215'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0214 ***********************************************************************
 OS0214  DESIGNATION -  G 370
 OS0214  PID         -  OS0214
 OS0214  STATE/COUNTY-  SD/JONES
 OS0214  COUNTRY     -  US
 OS0214  USGS QUAD   -  OKATON (2017)
 OS0214
 OS0214                         *CURRENT SURVEY CONTROL
 OS0214  ______________________________________________________________________
 OS0214* NAD 83(1986) POSITION- 43 52 56.     (N) 100 59 09.     (W)   SCALED
 OS0214* NAVD 88 ORTHO HEIGHT -   718.577 (meters)     2357.53  (feet) ADJUSTED
 OS0214  ______________________________________________________________________
 OS0214  GEOID HEIGHT    -        -23.436 (meters)                     GEOID18
 OS0214  DYNAMIC HEIGHT  -        718.339 (meters)     2356.75  (feet) COMP
 OS0214  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OS0214
 OS0214  VERT ORDER      -  FIRST     CLASS II
 OS0214
 OS0214.The horizontal coordinates were scaled from a map and have
 OS0214.an estimated accuracy of +/- 6 seconds.
 OS0214
 OS0214.The orthometric height was determined by differential leveling and
 OS0214.adjusted by the NATIONAL GEODETIC SURVEY
 OS0214.in June 1991.
 OS0214
 OS0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0214.GEOID18 height accuracy estimate available here.
 OS0214
 OS0214.Click photographs - Photos may exist for this station.
 OS0214
 OS0214.The dynamic height is computed by dividing the NAVD 88
 OS0214.geopotential number by the normal gravity value computed on the
 OS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0214.degrees latitude (g = 980.6199 gals.).
 OS0214
 OS0214.The modeled gravity was interpolated from observed gravity values.
 OS0214
 OS0214;                    North         East    Units  Estimated Accuracy
 OS0214;SPC SD S     -   172,280.      547,570.      MT  (+/- 180 meters Scaled)
 OS0214
 OS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP404607(NAD 83)
 OS0214
 OS0214                          SUPERSEDED SURVEY CONTROL
 OS0214
 OS0214  NGVD 29 (??/??/92)  718.105  (m)         2355.98   (f) ADJ UNCH    1 2
 OS0214
 OS0214.Superseded values are not recommended for survey control.
 OS0214
 OS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0214.See file dsdata.pdf to determine how the superseded data were derived.
 OS0214
 OS0214_MARKER: DB = BENCH MARK DISK
 OS0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0214_STAMPING: G 370 1962
 OS0214_MARK LOGO: CGS
 OS0214_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0214_ROD/PIPE-DEPTH: 4.9 meters
 OS0214
 OS0214  HISTORY     - Date     Condition        Report By
 OS0214  HISTORY     - 1962     MONUMENTED       CGS
 OS0214
 OS0214                          STATION DESCRIPTION
 OS0214
 OS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0214'5 MI W FROM OKATON.
 OS0214'ABOUT 5.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE ST. PAUL AND
 OS0214'PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN SECTION 9,
 OS0214'T 2 S, R 26 E, 3 1/2 POLES EAST OF MILE POST 532 AND AT THE WEST
 OS0214'END OF A CUT, 44 FEET NORTH OF THE NORTH RAIL, 1 1/2 FEET SOUTH
 OS0214'OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 OS0214'WITH THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OS0214'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH
 OS0214'TILE WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0514 ***********************************************************************
 PT0514  DESIGNATION -  G 371
 PT0514  PID         -  PT0514
 PT0514  STATE/COUNTY-  SD/HAAKON
 PT0514  COUNTRY     -  US
 PT0514  USGS QUAD   -  ELBON (2017)
 PT0514
 PT0514                         *CURRENT SURVEY CONTROL
 PT0514  ______________________________________________________________________
 PT0514* NAD 83(1986) POSITION- 44 15 17.     (N) 101 40 02.     (W)   SCALED
 PT0514* NAVD 88 ORTHO HEIGHT -   777.113 (meters)     2549.58  (feet) ADJUSTED
 PT0514  ______________________________________________________________________
 PT0514  GEOID HEIGHT    -        -21.006 (meters)                     GEOID18
 PT0514  DYNAMIC HEIGHT  -        776.896 (meters)     2548.87  (feet) COMP
 PT0514  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 PT0514
 PT0514  VERT ORDER      -  FIRST     CLASS II
 PT0514
 PT0514.The horizontal coordinates were scaled from a map and have
 PT0514.an estimated accuracy of +/- 6 seconds.
 PT0514
 PT0514.The orthometric height was determined by differential leveling and
 PT0514.adjusted by the NATIONAL GEODETIC SURVEY
 PT0514.in June 1991.
 PT0514
 PT0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0514.GEOID18 height accuracy estimate available here.
 PT0514
 PT0514.Click photographs - Photos may exist for this station.
 PT0514
 PT0514.The dynamic height is computed by dividing the NAVD 88
 PT0514.geopotential number by the normal gravity value computed on the
 PT0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0514.degrees latitude (g = 980.6199 gals.).
 PT0514
 PT0514.The modeled gravity was interpolated from observed gravity values.
 PT0514
 PT0514;                    North         East    Units  Estimated Accuracy
 PT0514;SPC SD S     -   214,310.      493,480.      MT  (+/- 180 meters Scaled)
 PT0514
 PT0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ870036(NAD 83)
 PT0514
 PT0514                          SUPERSEDED SURVEY CONTROL
 PT0514
 PT0514  NGVD 29 (??/??/92)  776.649  (m)         2548.06   (f) ADJ UNCH    1 2
 PT0514
 PT0514.Superseded values are not recommended for survey control.
 PT0514
 PT0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0514.See file dsdata.pdf to determine how the superseded data were derived.
 PT0514
 PT0514_MARKER: DB = BENCH MARK DISK
 PT0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0514_STAMPING: G 371 1962
 PT0514_MARK LOGO: CGS
 PT0514_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0514+STABILITY: SURFACE MOTION
 PT0514
 PT0514  HISTORY     - Date     Condition        Report By
 PT0514  HISTORY     - 1962     MONUMENTED       CGS
 PT0514
 PT0514                          STATION DESCRIPTION
 PT0514
 PT0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0514'14.5 MI S FROM MILESVILLE.
 PT0514'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0514'THE LUTHERAN HOUR AT MILESVILLE, THENCE 10.5 MILES SOUTH ALONG
 PT0514'STATE HIGHWAY 73, MARK MAY ALSO BE REACHED BY GOING 15.1 MILES
 PT0514'NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND NORTH WESTERN
 PT0514'RAILROAD STATION AT PHILIP, 108 FEET EAST OF THE CENTERLINE OF
 PT0514'THE HIGHWAY, 76 FEET EAST OF A FENCE CORNER, 25 FEET SOUTH OF
 PT0514'AN EAST-WEST ROAD, 1.7 FEET EAST OF A METAL WITNESS POST, 1 1/2
 PT0514'FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PT0514'PROJECTING ABOUT 6 INCHES.  THE MARK IS ABOUT 2 FEET BELOW
 PT0514'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0599 ***********************************************************************
 PT0599  DESIGNATION -  G 372
 PT0599  PID         -  PT0599
 PT0599  STATE/COUNTY-  SD/HAAKON
 PT0599  COUNTRY     -  US
 PT0599  USGS QUAD   -  PHILIP SE (2017)
 PT0599
 PT0599                         *CURRENT SURVEY CONTROL
 PT0599  ______________________________________________________________________
 PT0599* NAD 83(1986) POSITION- 44 03 08.     (N) 101 35 56.     (W)   SCALED
 PT0599* NAVD 88 ORTHO HEIGHT -   672.099 (meters)     2205.04  (feet) ADJUSTED
 PT0599  ______________________________________________________________________
 PT0599  GEOID HEIGHT    -        -21.342 (meters)                     GEOID18
 PT0599  DYNAMIC HEIGHT  -        671.902 (meters)     2204.40  (feet) COMP
 PT0599  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 PT0599
 PT0599  VERT ORDER      -  SECOND    CLASS 0
 PT0599
 PT0599.The horizontal coordinates were scaled from a map and have
 PT0599.an estimated accuracy of +/- 6 seconds.
 PT0599
 PT0599.The orthometric height was determined by differential leveling and
 PT0599.adjusted by the NATIONAL GEODETIC SURVEY
 PT0599.in June 1991.
 PT0599
 PT0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0599.GEOID18 height accuracy estimate available here.
 PT0599
 PT0599.Click photographs - Photos may exist for this station.
 PT0599
 PT0599.The dynamic height is computed by dividing the NAVD 88
 PT0599.geopotential number by the normal gravity value computed on the
 PT0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0599.degrees latitude (g = 980.6199 gals.).
 PT0599
 PT0599.The modeled gravity was interpolated from observed gravity values.
 PT0599
 PT0599;                    North         East    Units  Estimated Accuracy
 PT0599;SPC SD S     -   191,730.      498,590.      MT  (+/- 180 meters Scaled)
 PT0599
 PT0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP918809(NAD 83)
 PT0599
 PT0599                          SUPERSEDED SURVEY CONTROL
 PT0599
 PT0599  NGVD 29 (??/??/92)  671.647  (m)         2203.56   (f) ADJ UNCH    2 0
 PT0599
 PT0599.Superseded values are not recommended for survey control.
 PT0599
 PT0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0599.See file dsdata.pdf to determine how the superseded data were derived.
 PT0599
 PT0599_MARKER: DB = BENCH MARK DISK
 PT0599_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PT0599+WITH SETTING: PAVEMENT
 PT0599_SP_SET: FLAGPOLE BASE
 PT0599_STAMPING: G 372 1962
 PT0599_MARK LOGO: CGS
 PT0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0599+STABILITY: SURFACE MOTION
 PT0599
 PT0599  HISTORY     - Date     Condition        Report By
 PT0599  HISTORY     - 1962     MONUMENTED       CGS
 PT0599
 PT0599                          STATION DESCRIPTION
 PT0599
 PT0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0599'4.1 MI NE FROM PHILIP.
 PT0599'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0599'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0599'PRIVATE GRAVELED ROAD, THENCE 0.8 MILE EAST ALONG OLD U.S. HIGHWAY
 PT0599'14, IN SECTION 16, T 1 N, R 21 E, 17 FEET SOUTHWEST OF THE
 PT0599'SOUTHEAST CORNER OF THE FAA RADIO BUILDING, AND SET IN THE TOP
 PT0599'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE FLAG POLE
 PT0599'AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0660 ***********************************************************************
 PT0660  DESIGNATION -  G 373
 PT0660  PID         -  PT0660
 PT0660  STATE/COUNTY-  SD/HAAKON
 PT0660  COUNTRY     -  US
 PT0660  USGS QUAD   -  HARTLEY (2017)
 PT0660
 PT0660                         *CURRENT SURVEY CONTROL
 PT0660  ______________________________________________________________________
 PT0660* NAD 83(1986) POSITION- 44 25 04.     (N) 101 51 25.     (W)   SCALED
 PT0660* NAVD 88 ORTHO HEIGHT -   758.002 (meters)     2486.88  (feet) ADJUSTED
 PT0660  ______________________________________________________________________
 PT0660  GEOID HEIGHT    -        -20.403 (meters)                     GEOID18
 PT0660  DYNAMIC HEIGHT  -        757.806 (meters)     2486.24  (feet) COMP
 PT0660  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 PT0660
 PT0660  VERT ORDER      -  SECOND    CLASS 0
 PT0660
 PT0660.The horizontal coordinates were scaled from a map and have
 PT0660.an estimated accuracy of +/- 6 seconds.
 PT0660
 PT0660.The orthometric height was determined by differential leveling and
 PT0660.adjusted by the NATIONAL GEODETIC SURVEY
 PT0660.in June 1991.
 PT0660
 PT0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0660.GEOID18 height accuracy estimate available here.
 PT0660
 PT0660.Click photographs - Photos may exist for this station.
 PT0660
 PT0660.The dynamic height is computed by dividing the NAVD 88
 PT0660.geopotential number by the normal gravity value computed on the
 PT0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0660.degrees latitude (g = 980.6199 gals.).
 PT0660
 PT0660.The modeled gravity was interpolated from observed gravity values.
 PT0660
 PT0660;                    North         East    Units  Estimated Accuracy
 PT0660;SPC SD S     -   232,690.      478,660.      MT  (+/- 180 meters Scaled)
 PT0660
 PT0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ725222(NAD 83)
 PT0660
 PT0660                          SUPERSEDED SURVEY CONTROL
 PT0660
 PT0660  NGVD 29 (??/??/92)  757.543  (m)         2485.37   (f) ADJ UNCH    2 0
 PT0660
 PT0660.Superseded values are not recommended for survey control.
 PT0660
 PT0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0660.See file dsdata.pdf to determine how the superseded data were derived.
 PT0660
 PT0660_MARKER: DB = BENCH MARK DISK
 PT0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0660_STAMPING: G 373 1962
 PT0660_MARK LOGO: CGS
 PT0660_PROJECTION: FLUSH
 PT0660_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0660_ROD/PIPE-DEPTH: 4.9 meters
 PT0660
 PT0660  HISTORY     - Date     Condition        Report By
 PT0660  HISTORY     - 1962     MONUMENTED       CGS
 PT0660
 PT0660                          STATION DESCRIPTION
 PT0660
 PT0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0660'13.5 MI SW FROM MILESVILLE.
 PT0660'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0660'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0660'HIGHWAY 34 AND 73, THENCE 2.15 MILES NORTHWEST ALONG A GRAVEL ROAD
 PT0660'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 60 FEET NORTHEAST OF THE
 PT0660'CENTERLINE OF THE ROAD, 1.6 FEET NORTHWEST OF A METAL WITNESS
 PT0660'POST, 1 FOOT SOUTHWEST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF
 PT0660'THE ROAD, CLAMPED ON A 5/8 INCH COPPER-COATED ROD WHICH IS DRIVEN
 PT0660'TO A DEPTH OF 16 FEET, AND ENCASED IN A 6-INCH TILE PROJECTING
 PT0660'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0701 ***********************************************************************
 PT0701  DESIGNATION -  G 374
 PT0701  PID         -  PT0701
 PT0701  STATE/COUNTY-  SD/HAAKON
 PT0701  COUNTRY     -  US
 PT0701  USGS QUAD   -  ELBON (2017)
 PT0701
 PT0701                         *CURRENT SURVEY CONTROL
 PT0701  ______________________________________________________________________
 PT0701* NAD 83(1986) POSITION- 44 17 02.     (N) 101 44 53.     (W)   SCALED
 PT0701* NAVD 88 ORTHO HEIGHT -   779.624 (meters)     2557.82  (feet) ADJUSTED
 PT0701  ______________________________________________________________________
 PT0701  GEOID HEIGHT    -        -20.726 (meters)                     GEOID18
 PT0701  DYNAMIC HEIGHT  -        779.405 (meters)     2557.10  (feet) COMP
 PT0701  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PT0701
 PT0701  VERT ORDER      -  SECOND    CLASS 0
 PT0701
 PT0701.The horizontal coordinates were scaled from a map and have
 PT0701.an estimated accuracy of +/- 6 seconds.
 PT0701
 PT0701.The orthometric height was determined by differential leveling and
 PT0701.adjusted by the NATIONAL GEODETIC SURVEY
 PT0701.in June 1991.
 PT0701
 PT0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0701.GEOID18 height accuracy estimate available here.
 PT0701
 PT0701.Click photographs - Photos may exist for this station.
 PT0701
 PT0701.The dynamic height is computed by dividing the NAVD 88
 PT0701.geopotential number by the normal gravity value computed on the
 PT0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0701.degrees latitude (g = 980.6199 gals.).
 PT0701
 PT0701.The modeled gravity was interpolated from observed gravity values.
 PT0701
 PT0701;                    North         East    Units  Estimated Accuracy
 PT0701;SPC SD S     -   217,660.      487,080.      MT  (+/- 180 meters Scaled)
 PT0701
 PT0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ807070(NAD 83)
 PT0701
 PT0701                          SUPERSEDED SURVEY CONTROL
 PT0701
 PT0701  NGVD 29 (??/??/92)  779.156  (m)         2556.28   (f) ADJ UNCH    2 0
 PT0701
 PT0701.Superseded values are not recommended for survey control.
 PT0701
 PT0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0701.See file dsdata.pdf to determine how the superseded data were derived.
 PT0701
 PT0701_MARKER: DB = BENCH MARK DISK
 PT0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0701_STAMPING: G 374 1962
 PT0701_MARK LOGO: CGS
 PT0701_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0701+STABILITY: SURFACE MOTION
 PT0701
 PT0701  HISTORY     - Date     Condition        Report By
 PT0701  HISTORY     - 1962     MONUMENTED       CGS
 PT0701
 PT0701                          STATION DESCRIPTION
 PT0701
 PT0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0701'5.5 MI E FROM HILLAND.
 PT0701'ABOUT 5.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0701'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVEL ROAD, A
 PT0701'ROAD LEADING NORTH AND A TRAIL ROAD LEADING SOUTH, 35 FEET
 PT0701'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, IN SECTION 29,
 PT0701'T 4 N, R 20 E, 20 FEET EAST OF THE CENTER LINE OF THE TRAIL
 PT0701'ROAD, 4 1/2 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 PT0701'FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PT0701'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0701'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0379 ***********************************************************************
 PU0379  DESIGNATION -  G 375
 PU0379  PID         -  PU0379
 PU0379  STATE/COUNTY-  SD/PENNINGTON
 PU0379  COUNTRY     -  US
 PU0379  USGS QUAD   -  PEDRO (2017)
 PU0379
 PU0379                         *CURRENT SURVEY CONTROL
 PU0379  ______________________________________________________________________
 PU0379* NAD 83(1986) POSITION- 44 25 50.     (N) 102 07 16.     (W)   SCALED
 PU0379* NAVD 88 ORTHO HEIGHT -   602.104 (meters)     1975.40  (feet) ADJUSTED
 PU0379  ______________________________________________________________________
 PU0379  GEOID HEIGHT    -        -19.681 (meters)                     GEOID18
 PU0379  DYNAMIC HEIGHT  -        601.966 (meters)     1974.95  (feet) COMP
 PU0379  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 PU0379
 PU0379  VERT ORDER      -  SECOND    CLASS 0
 PU0379
 PU0379.The horizontal coordinates were scaled from a map and have
 PU0379.an estimated accuracy of +/- 6 seconds.
 PU0379
 PU0379.The orthometric height was determined by differential leveling and
 PU0379.adjusted by the NATIONAL GEODETIC SURVEY
 PU0379.in June 1991.
 PU0379
 PU0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0379.GEOID18 height accuracy estimate available here.
 PU0379
 PU0379.Click photographs - Photos may exist for this station.
 PU0379
 PU0379.The dynamic height is computed by dividing the NAVD 88
 PU0379.geopotential number by the normal gravity value computed on the
 PU0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0379.degrees latitude (g = 980.6199 gals.).
 PU0379
 PU0379.The modeled gravity was interpolated from observed gravity values.
 PU0379
 PU0379;                    North         East    Units  Estimated Accuracy
 PU0379;SPC SD S     -   234,530.      457,660.      MT  (+/- 180 meters Scaled)
 PU0379
 PU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK291237(NAD 83)
 PU0379
 PU0379                          SUPERSEDED SURVEY CONTROL
 PU0379
 PU0379  NGVD 29 (??/??/92)  601.661  (m)         1973.95   (f) ADJ UNCH    2 0
 PU0379
 PU0379.Superseded values are not recommended for survey control.
 PU0379
 PU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0379.See file dsdata.pdf to determine how the superseded data were derived.
 PU0379
 PU0379_MARKER: DB = BENCH MARK DISK
 PU0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0379_STAMPING: G 375 1962
 PU0379_MARK LOGO: CGS
 PU0379_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0379+STABILITY: SURFACE MOTION
 PU0379
 PU0379  HISTORY     - Date     Condition        Report By
 PU0379  HISTORY     - 1962     MONUMENTED       CGS
 PU0379
 PU0379                          STATION DESCRIPTION
 PU0379
 PU0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0379'0.9 MI N FROM PEDRO.
 PU0379'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0379'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION
 PU0379'1, T 5 N, R 17 E, 35 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0379'20 FEET SOUTH OF A FENCE CORNER, 3 1/2 FEET NORTH OF A POWER
 PU0379'POLE, 6 FEET EAST OF A FENCE, 1.9 FEET SOUTH OF A METAL WITNESS
 PU0379'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0379'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0050 ***********************************************************************
 PV0050  DESIGNATION -  G 376
 PV0050  PID         -  PV0050
 PV0050  STATE/COUNTY-  SD/LAWRENCE
 PV0050  COUNTRY     -  US
 PV0050  USGS QUAD   -  BEULAH (2017)
 PV0050
 PV0050                         *CURRENT SURVEY CONTROL
 PV0050  ______________________________________________________________________
 PV0050* NAD 83(1986) POSITION- 44 33 36.     (N) 104 00 27.     (W)   SCALED
 PV0050* NAVD 88 ORTHO HEIGHT -  1049.708 (meters)     3443.92  (feet) ADJUSTED
 PV0050  ______________________________________________________________________
 PV0050  GEOID HEIGHT    -        -14.626 (meters)                     GEOID18
 PV0050  DYNAMIC HEIGHT  -       1049.369 (meters)     3442.80  (feet) COMP
 PV0050  MODELED GRAVITY -    980,258.9   (mgal)                       NAVD 88
 PV0050
 PV0050  VERT ORDER      -  SECOND    CLASS 0
 PV0050
 PV0050.The horizontal coordinates were scaled from a map and have
 PV0050.an estimated accuracy of +/- 6 seconds.
 PV0050
 PV0050.The orthometric height was determined by differential leveling and
 PV0050.adjusted by the NATIONAL GEODETIC SURVEY
 PV0050.in June 1991.
 PV0050
 PV0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0050.GEOID18 height accuracy estimate available here.
 PV0050
 PV0050.Click photographs - Photos may exist for this station.
 PV0050
 PV0050.The dynamic height is computed by dividing the NAVD 88
 PV0050.geopotential number by the normal gravity value computed on the
 PV0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0050.degrees latitude (g = 980.6199 gals.).
 PV0050
 PV0050.The modeled gravity was interpolated from observed gravity values.
 PV0050
 PV0050;                    North         East    Units  Estimated Accuracy
 PV0050;SPC SD N     -    88,630.      281,750.      MT  (+/- 180 meters Scaled)
 PV0050
 PV0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK788345(NAD 83)
 PV0050
 PV0050                          SUPERSEDED SURVEY CONTROL
 PV0050
 PV0050  NGVD 29 (??/??/92) 1049.171  (m)         3442.16   (f) ADJ UNCH    2 0
 PV0050
 PV0050.Superseded values are not recommended for survey control.
 PV0050
 PV0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0050.See file dsdata.pdf to determine how the superseded data were derived.
 PV0050
 PV0050_MARKER: DB = BENCH MARK DISK
 PV0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0050_STAMPING: G 376 1962
 PV0050_MARK LOGO: CGS
 PV0050_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0050+STABILITY: SURFACE MOTION
 PV0050
 PV0050  HISTORY     - Date     Condition        Report By
 PV0050  HISTORY     - 1962     MONUMENTED       CGS
 PV0050
 PV0050                          STATION DESCRIPTION
 PV0050
 PV0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0050'11.4 MI NW FROM SPEARFISH.
 PV0050'2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PV0050'SPEARFISH, THENCE 8.35 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 PV0050'1 MILE NORTH ALONG A GRAVEL ROAD, 49 FEET WEST OF THE CENTERLINE
 PV0050'OF THE GRAVEL ROAD, 10 FEET WEST OF THE CENTERLINE OF A ROAD
 PV0050'TO A FIELD, 1.5 FEET EAST OF A FENCE LINE, 1.1 NORTH OF A WITNESS
 PV0050'POST, ABOUT 2.5 FEET LOWER THAN THE GRAVEL ROAD, A CONCRETE
 PV0050'POST PROJECTING ABOUT 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2001 ***********************************************************************
 PU2001  DESIGNATION -  G 377
 PU2001  PID         -  PU2001
 PU2001  STATE/COUNTY-  SD/BUTTE
 PU2001  COUNTRY     -  US
 PU2001  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2001
 PU2001                         *CURRENT SURVEY CONTROL
 PU2001  ______________________________________________________________________
 PU2001* NAD 83(1986) POSITION- 44 39 42.     (N) 103 47 49.     (W)   SCALED
 PU2001* NAVD 88 ORTHO HEIGHT -   978.617 (meters)     3210.68  (feet) ADJUSTED
 PU2001  ______________________________________________________________________
 PU2001  GEOID HEIGHT    -        -15.404 (meters)                     GEOID18
 PU2001  DYNAMIC HEIGHT  -        978.342 (meters)     3209.78  (feet) COMP
 PU2001  MODELED GRAVITY -    980,303.2   (mgal)                       NAVD 88
 PU2001
 PU2001  VERT ORDER      -  SECOND    CLASS 0
 PU2001
 PU2001.The horizontal coordinates were scaled from a map and have
 PU2001.an estimated accuracy of +/- 6 seconds.
 PU2001
 PU2001.The orthometric height was determined by differential leveling and
 PU2001.adjusted by the NATIONAL GEODETIC SURVEY
 PU2001.in June 1991.
 PU2001
 PU2001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2001.GEOID18 height accuracy estimate available here.
 PU2001
 PU2001.Click photographs - Photos may exist for this station.
 PU2001
 PU2001.The dynamic height is computed by dividing the NAVD 88
 PU2001.geopotential number by the normal gravity value computed on the
 PU2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2001.degrees latitude (g = 980.6199 gals.).
 PU2001
 PU2001.The modeled gravity was interpolated from observed gravity values.
 PU2001
 PU2001;                    North         East    Units  Estimated Accuracy
 PU2001;SPC SD N     -    99,110.      298,990.      MT  (+/- 180 meters Scaled)
 PU2001
 PU2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK953460(NAD 83)
 PU2001
 PU2001                          SUPERSEDED SURVEY CONTROL
 PU2001
 PU2001  NGVD 29 (??/??/92)  978.126  (m)         3209.07   (f) ADJ UNCH    2 0
 PU2001
 PU2001.Superseded values are not recommended for survey control.
 PU2001
 PU2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2001.See file dsdata.pdf to determine how the superseded data were derived.
 PU2001
 PU2001_MARKER: DB = BENCH MARK DISK
 PU2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2001_STAMPING: G 377 1962
 PU2001_MARK LOGO: CGS
 PU2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2001+STABILITY: SURFACE MOTION
 PU2001
 PU2001  HISTORY     - Date     Condition        Report By
 PU2001  HISTORY     - 1962     MONUMENTED       CGS
 PU2001
 PU2001                          STATION DESCRIPTION
 PU2001
 PU2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2001'3.2 MI E FROM BELLE FOURCHE.
 PU2001'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2001'FROM THE STATION AT BELLE FOURCHE, THENCE 2.2 MILES EAST ALONG
 PU2001'A GRAVELED ROAD, ABOUT 0.15 MILE EAST OF THE INTERSECTION OF
 PU2001'A FARM ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12
 PU2001'FEET EAST OF TELEPHONE POLE 5, 1 1/2 FEET SOUTH OF A T JUNCTION
 PU2001'FENCE CORNER POST, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL
 PU2001'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU2001'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0446 ***********************************************************************
 PU0446  DESIGNATION -  G 378
 PU0446  PID         -  PU0446
 PU0446  STATE/COUNTY-  SD/PENNINGTON
 PU0446  COUNTRY     -  US
 PU0446  USGS QUAD   -  CREIGHTON (2017)
 PU0446
 PU0446                         *CURRENT SURVEY CONTROL
 PU0446  ______________________________________________________________________
 PU0446* NAD 83(1986) POSITION- 44 16 08.     (N) 102 08 53.     (W)   SCALED
 PU0446* NAVD 88 ORTHO HEIGHT -   785.411 (meters)     2576.80  (feet) ADJUSTED
 PU0446  ______________________________________________________________________
 PU0446  GEOID HEIGHT    -        -19.487 (meters)                     GEOID18
 PU0446  DYNAMIC HEIGHT  -        785.198 (meters)     2576.10  (feet) COMP
 PU0446  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 PU0446
 PU0446  VERT ORDER      -  SECOND    CLASS 0
 PU0446
 PU0446.The horizontal coordinates were scaled from a map and have
 PU0446.an estimated accuracy of +/- 6 seconds.
 PU0446
 PU0446.The orthometric height was determined by differential leveling and
 PU0446.adjusted by the NATIONAL GEODETIC SURVEY
 PU0446.in June 1991.
 PU0446
 PU0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0446.GEOID18 height accuracy estimate available here.
 PU0446
 PU0446.Click photographs - Photos may exist for this station.
 PU0446
 PU0446.The dynamic height is computed by dividing the NAVD 88
 PU0446.geopotential number by the normal gravity value computed on the
 PU0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0446.degrees latitude (g = 980.6199 gals.).
 PU0446
 PU0446.The modeled gravity was interpolated from observed gravity values.
 PU0446
 PU0446;                    North         East    Units  Estimated Accuracy
 PU0446;SPC SD S     -   216,610.      455,120.      MT  (+/- 180 meters Scaled)
 PU0446
 PU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK276056(NAD 83)
 PU0446
 PU0446                          SUPERSEDED SURVEY CONTROL
 PU0446
 PU0446  NGVD 29 (??/??/92)  784.957  (m)         2575.31   (f) ADJ UNCH    2 0
 PU0446
 PU0446.Superseded values are not recommended for survey control.
 PU0446
 PU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0446.See file dsdata.pdf to determine how the superseded data were derived.
 PU0446
 PU0446_MARKER: DB = BENCH MARK DISK
 PU0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0446_STAMPING: G 378 1962
 PU0446_MARK LOGO: CGS
 PU0446_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0446+STABILITY: SURFACE MOTION
 PU0446
 PU0446  HISTORY     - Date     Condition        Report By
 PU0446  HISTORY     - 1962     MONUMENTED       CGS
 PU0446
 PU0446                          STATION DESCRIPTION
 PU0446
 PU0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0446'6 MI NE FROM CREIGHTON.
 PU0446'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0446'SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0446'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 59
 PU0446'FEET NORTH OF THE CENTER OF A ROAD INTERSECTION, 62.6 FEET
 PU0446'NORTH-NORTHEAST OF AND ACROSS A FIELD ROAD FROM A POWER POLE,
 PU0446'54 FEET EAST OF THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF THE
 PU0446'CENTER LINE OF THE FIELD ROAD, 23.2 FEET EAST OF A FENCE CORNER,
 PU0446'2.4 FEET SOUTH OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS POST,
 PU0446'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0446'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0538 ***********************************************************************
 PU0538  DESIGNATION -  G 379
 PU0538  PID         -  PU0538
 PU0538  STATE/COUNTY-  SD/PENNINGTON
 PU0538  COUNTRY     -  US
 PU0538  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0538
 PU0538                         *CURRENT SURVEY CONTROL
 PU0538  ______________________________________________________________________
 PU0538* NAD 83(1986) POSITION- 44 06 36.     (N) 102 04 01.     (W)   SCALED
 PU0538* NAVD 88 ORTHO HEIGHT -   801.593 (meters)     2629.89  (feet) ADJUSTED
 PU0538  ______________________________________________________________________
 PU0538  GEOID HEIGHT    -        -19.614 (meters)                     GEOID18
 PU0538  DYNAMIC HEIGHT  -        801.360 (meters)     2629.13  (feet) COMP
 PU0538  MODELED GRAVITY -    980,301.4   (mgal)                       NAVD 88
 PU0538
 PU0538  VERT ORDER      -  SECOND    CLASS 0
 PU0538
 PU0538.The horizontal coordinates were scaled from a map and have
 PU0538.an estimated accuracy of +/- 6 seconds.
 PU0538
 PU0538.The orthometric height was determined by differential leveling and
 PU0538.adjusted by the NATIONAL GEODETIC SURVEY
 PU0538.in June 1991.
 PU0538
 PU0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0538.GEOID18 height accuracy estimate available here.
 PU0538
 PU0538.Click photographs - Photos may exist for this station.
 PU0538
 PU0538.The dynamic height is computed by dividing the NAVD 88
 PU0538.geopotential number by the normal gravity value computed on the
 PU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0538.degrees latitude (g = 980.6199 gals.).
 PU0538
 PU0538.The modeled gravity was interpolated from observed gravity values.
 PU0538
 PU0538;                    North         East    Units  Estimated Accuracy
 PU0538;SPC SD S     -   198,830.      461,230.      MT  (+/- 180 meters Scaled)
 PU0538
 PU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ347882(NAD 83)
 PU0538
 PU0538                          SUPERSEDED SURVEY CONTROL
 PU0538
 PU0538  NGVD 29 (??/??/92)  801.139  (m)         2628.40   (f) ADJ UNCH    2 0
 PU0538
 PU0538.Superseded values are not recommended for survey control.
 PU0538
 PU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0538.See file dsdata.pdf to determine how the superseded data were derived.
 PU0538
 PU0538_MARKER: DB = BENCH MARK DISK
 PU0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0538_STAMPING: G 379 1962
 PU0538_MARK LOGO: CGS
 PU0538_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0538+STABILITY: SURFACE MOTION
 PU0538
 PU0538  HISTORY     - Date     Condition        Report By
 PU0538  HISTORY     - 1962     MONUMENTED       CGS
 PU0538
 PU0538                          STATION DESCRIPTION
 PU0538
 PU0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0538'11.8 MI NE FROM QUINN.
 PU0538'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PU0538'OFFICE AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD,
 PU0538'57 FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 46 FEET
 PU0538'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 35 FEET EAST OF THE
 PU0538'CENTER LINE OF A GRAVELED ROAD, 10.7 FEET SOUTH OF A POWER POLE
 PU0538'BRACED BY A GUY WIRE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 PU0538'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0538'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0157 ***********************************************************************
 OS0157  DESIGNATION -  G 38
 OS0157  PID         -  OS0157
 OS0157  STATE/COUNTY-  SD/TODD
 OS0157  COUNTRY     -  US
 OS0157  USGS QUAD   -  MISSION (2017)
 OS0157
 OS0157                         *CURRENT SURVEY CONTROL
 OS0157  ______________________________________________________________________
 OS0157* NAD 83(1986) POSITION- 43 18 23.     (N) 100 39 41.     (W)   SCALED
 OS0157* NAVD 88 ORTHO HEIGHT -   787.009 (meters)     2582.05  (feet) ADJUSTED
 OS0157  ______________________________________________________________________
 OS0157  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 OS0157  DYNAMIC HEIGHT  -        786.692 (meters)     2581.01  (feet) COMP
 OS0157  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 OS0157
 OS0157  VERT ORDER      -  FIRST     CLASS II
 OS0157
 OS0157.The horizontal coordinates were scaled from a map and have
 OS0157.an estimated accuracy of +/- 6 seconds.
 OS0157
 OS0157.The orthometric height was determined by differential leveling and
 OS0157.adjusted by the NATIONAL GEODETIC SURVEY
 OS0157.in June 1991.
 OS0157
 OS0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0157.GEOID18 height accuracy estimate available here.
 OS0157
 OS0157.Click photographs - Photos may exist for this station.
 OS0157
 OS0157.The dynamic height is computed by dividing the NAVD 88
 OS0157.geopotential number by the normal gravity value computed on the
 OS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0157.degrees latitude (g = 980.6199 gals.).
 OS0157
 OS0157.The modeled gravity was interpolated from observed gravity values.
 OS0157
 OS0157;                    North         East    Units  Estimated Accuracy
 OS0157;SPC SD S     -   108,150.      573,390.      MT  (+/- 180 meters Scaled)
 OS0157
 OS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN652961(NAD 83)
 OS0157
 OS0157                          SUPERSEDED SURVEY CONTROL
 OS0157
 OS0157  NGVD 29 (??/??/92)  786.629  (m)         2580.80   (f) ADJ UNCH    1 2
 OS0157
 OS0157.Superseded values are not recommended for survey control.
 OS0157
 OS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0157.See file dsdata.pdf to determine how the superseded data were derived.
 OS0157
 OS0157_MARKER: DB = BENCH MARK DISK
 OS0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0157_STAMPING: G 38 1933
 OS0157_MARK LOGO: CGS
 OS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0157+STABILITY: SURFACE MOTION
 OS0157
 OS0157  HISTORY     - Date     Condition        Report By
 OS0157  HISTORY     - 1933     MONUMENTED       CGS
 OS0157  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0157
 OS0157                          STATION DESCRIPTION
 OS0157
 OS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0157'AT MISSION.
 OS0157'AT MISSION, TODD COUNTY, ON U.S. HIHGWAY 18, 1 BLOCK WEST OF A
 OS0157'CEMENT BLOCK GARAGE, IN FRONT OF A FRAME HOUSE ON A CONCRETE
 OS0157'FOUNDATION WITH A BRICK PORCH FACING EAST, ABOUT 60 YARDS
 OS0157'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 YARDS NORTH
 OS0157'OF THE DRIVE TO THE HOUSE, AND JUST OUTSIDE THE FENCE.  A
 OS0157'STANDARD DISK, STAMPED G 38 1933 AND SET IN THE TOP OF A CONCRETE
 OS0157'POST.
 OS0157
 OS0157                          STATION RECOVERY (1992)
 OS0157
 OS0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0157'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0780 ***********************************************************************
 PT0780  DESIGNATION -  G 380
 PT0780  PID         -  PT0780
 PT0780  STATE/COUNTY-  SD/HAAKON
 PT0780  COUNTRY     -  US
 PT0780  USGS QUAD   -  BOWEN RANCH (2017)
 PT0780
 PT0780                         *CURRENT SURVEY CONTROL
 PT0780  ______________________________________________________________________
 PT0780* NAD 83(1986) POSITION- 44 04 27.     (N) 101 47 13.     (W)   SCALED
 PT0780* NAVD 88 ORTHO HEIGHT -   711.729 (meters)     2335.06  (feet) ADJUSTED
 PT0780  ______________________________________________________________________
 PT0780  GEOID HEIGHT    -        -20.641 (meters)                     GEOID18
 PT0780  DYNAMIC HEIGHT  -        711.523 (meters)     2334.39  (feet) COMP
 PT0780  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 PT0780
 PT0780  VERT ORDER      -  SECOND    CLASS 0
 PT0780
 PT0780.The horizontal coordinates were scaled from a map and have
 PT0780.an estimated accuracy of +/- 6 seconds.
 PT0780
 PT0780.The orthometric height was determined by differential leveling and
 PT0780.adjusted by the NATIONAL GEODETIC SURVEY
 PT0780.in June 1991.
 PT0780
 PT0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0780.GEOID18 height accuracy estimate available here.
 PT0780
 PT0780.Click photographs - Photos may exist for this station.
 PT0780
 PT0780.The dynamic height is computed by dividing the NAVD 88
 PT0780.geopotential number by the normal gravity value computed on the
 PT0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0780.degrees latitude (g = 980.6199 gals.).
 PT0780
 PT0780.The modeled gravity was interpolated from observed gravity values.
 PT0780
 PT0780;                    North         East    Units  Estimated Accuracy
 PT0780;SPC SD S     -   194,410.      483,570.      MT  (+/- 180 meters Scaled)
 PT0780
 PT0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP768838(NAD 83)
 PT0780
 PT0780                          SUPERSEDED SURVEY CONTROL
 PT0780
 PT0780  NGVD 29 (??/??/92)  711.275  (m)         2333.57   (f) ADJ UNCH    2 0
 PT0780
 PT0780.Superseded values are not recommended for survey control.
 PT0780
 PT0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0780.See file dsdata.pdf to determine how the superseded data were derived.
 PT0780
 PT0780_MARKER: DB = BENCH MARK DISK
 PT0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0780_STAMPING: G 380 1962
 PT0780_MARK LOGO: CGS
 PT0780_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0780_ROD/PIPE-DEPTH: 4.9 meters
 PT0780
 PT0780  HISTORY     - Date     Condition        Report By
 PT0780  HISTORY     - 1962     MONUMENTED       CGS
 PT0780
 PT0780                          STATION DESCRIPTION
 PT0780
 PT0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0780'9.8 MI NW FROM PHILIP.
 PT0780'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0780'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0780'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0780'HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0780'2.9 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES NORTH
 PT0780'ALONG A GRAVELED ROAD, OR 0.5 MILE EAST ALONG A GRAVELED ROAD
 PT0780'FROM THE CHURCH AND CEMETERY AT HILLAND, THENCE 12.0 MILES SOUTH
 PT0780'ALONG A GRAVELED AND GRADED DIRT ROAD, THENCE 5.6 MILES SOUTHEAST
 PT0780'ALONG A GRAVELED ROAD, 0.25 MILE SOUTH OF A CURVE IN THE ROAD,
 PT0780'38 FEET EAST OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTH OF
 PT0780'THE CENTER OF A GATE, 1.0 FOOT WEST OF A FENCE, 1.5 FEET NORTHEAST
 PT0780'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PT0780'AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS DRIVEN
 PT0780'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 PT0780'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0492 ***********************************************************************
 PU0492  DESIGNATION -  G 381
 PU0492  PID         -  PU0492
 PU0492  STATE/COUNTY-  SD/PENNINGTON
 PU0492  COUNTRY     -  US
 PU0492  USGS QUAD   -  WASTA SE (2017)
 PU0492
 PU0492                         *CURRENT SURVEY CONTROL
 PU0492  ______________________________________________________________________
 PU0492* NAD 83(1986) POSITION- 44 04 53.     (N) 102 18 31.     (W)   SCALED
 PU0492* NAVD 88 ORTHO HEIGHT -   864.422 (meters)     2836.02  (feet) ADJUSTED
 PU0492  ______________________________________________________________________
 PU0492  GEOID HEIGHT    -        -18.835 (meters)                     GEOID18
 PU0492  DYNAMIC HEIGHT  -        864.174 (meters)     2835.21  (feet) COMP
 PU0492  MODELED GRAVITY -    980,302.3   (mgal)                       NAVD 88
 PU0492
 PU0492  VERT ORDER      -  SECOND    CLASS 0
 PU0492
 PU0492.The horizontal coordinates were scaled from a map and have
 PU0492.an estimated accuracy of +/- 6 seconds.
 PU0492
 PU0492.The orthometric height was determined by differential leveling and
 PU0492.adjusted by the NATIONAL GEODETIC SURVEY
 PU0492.in June 1991.
 PU0492
 PU0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0492.GEOID18 height accuracy estimate available here.
 PU0492
 PU0492.Click photographs - Photos may exist for this station.
 PU0492
 PU0492.The dynamic height is computed by dividing the NAVD 88
 PU0492.geopotential number by the normal gravity value computed on the
 PU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0492.degrees latitude (g = 980.6199 gals.).
 PU0492
 PU0492.The modeled gravity was interpolated from observed gravity values.
 PU0492
 PU0492;                    North         East    Units  Estimated Accuracy
 PU0492;SPC SD S     -   196,080.      441,810.      MT  (+/- 180 meters Scaled)
 PU0492
 PU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ154844(NAD 83)
 PU0492
 PU0492                          SUPERSEDED SURVEY CONTROL
 PU0492
 PU0492  NGVD 29 (??/??/92)  863.976  (m)         2834.56   (f) ADJ UNCH    2 0
 PU0492
 PU0492.Superseded values are not recommended for survey control.
 PU0492
 PU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0492.See file dsdata.pdf to determine how the superseded data were derived.
 PU0492
 PU0492_MARKER: DB = BENCH MARK DISK
 PU0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0492_STAMPING: G 381 1962
 PU0492_MARK LOGO: CGS
 PU0492_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0492+STABILITY: SURFACE MOTION
 PU0492
 PU0492  HISTORY     - Date     Condition        Report By
 PU0492  HISTORY     - 1962     MONUMENTED       CGS
 PU0492
 PU0492                          STATION DESCRIPTION
 PU0492
 PU0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0492'9.6 MI NE FROM WASTA.
 PU0492'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PU0492'RAILWAY FROM THE STATION AT WASTA, THENCE 1.45 MILES SOUTHEAST
 PU0492'ALONG U.S. HIGHWAY 16, THENCE 0.9 MILE NORTHEAST ALONG A GRADED
 PU0492'DIRT ROAD TO THE RIM OF A BLUFF, THENCE 2.2 MILES EAST ALONG A
 PU0492'GRAVELED ROAD, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD,
 PU0492'THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 33, T 2 N,
 PU0492'R 15 E, 0.1 MILE SOUTH OF A HIGH VOLTAGE POWER LINE CROSSING
 PU0492'OVER A TRAIL ROAD, 102 FEET NORTH OF THE CENTER LINE OF THE
 PU0492'GRAVELED ROAD, 32 FEET WEST OF THE CENTER LINE OF A DIM TRAIL
 PU0492'ROAD, 68 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A
 PU0492'FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PU0492'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0492'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0109 ***********************************************************************
 OT0109  DESIGNATION -  G 382
 OT0109  PID         -  OT0109
 OT0109  STATE/COUNTY-  SD/PENNINGTON
 OT0109  COUNTRY     -  US
 OT0109  USGS QUAD   -  QUINN TABLE SE (2017)
 OT0109
 OT0109                         *CURRENT SURVEY CONTROL
 OT0109  ______________________________________________________________________
 OT0109* NAD 83(1986) POSITION- 43 52 17.     (N) 102 15 02.     (W)   SCALED
 OT0109* NAVD 88 ORTHO HEIGHT -   947.523 (meters)     3108.67  (feet) ADJUSTED
 OT0109  ______________________________________________________________________
 OT0109  GEOID HEIGHT    -        -18.992 (meters)                     GEOID18
 OT0109  DYNAMIC HEIGHT  -        947.206 (meters)     3107.63  (feet) COMP
 OT0109  MODELED GRAVITY -    980,251.3   (mgal)                       NAVD 88
 OT0109
 OT0109  VERT ORDER      -  SECOND    CLASS 0
 OT0109
 OT0109.The horizontal coordinates were scaled from a map and have
 OT0109.an estimated accuracy of +/- 6 seconds.
 OT0109
 OT0109.The orthometric height was determined by differential leveling and
 OT0109.adjusted by the NATIONAL GEODETIC SURVEY
 OT0109.in June 1991.
 OT0109
 OT0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0109.GEOID18 height accuracy estimate available here.
 OT0109
 OT0109.Click photographs - Photos may exist for this station.
 OT0109
 OT0109.The dynamic height is computed by dividing the NAVD 88
 OT0109.geopotential number by the normal gravity value computed on the
 OT0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0109.degrees latitude (g = 980.6199 gals.).
 OT0109
 OT0109.The modeled gravity was interpolated from observed gravity values.
 OT0109
 OT0109;                    North         East    Units  Estimated Accuracy
 OT0109;SPC SD S     -   172,640.      445,920.      MT  (+/- 180 meters Scaled)
 OT0109
 OT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ209612(NAD 83)
 OT0109
 OT0109                          SUPERSEDED SURVEY CONTROL
 OT0109
 OT0109  NGVD 29 (??/??/92)  947.048  (m)         3107.11   (f) ADJ UNCH    2 0
 OT0109
 OT0109.Superseded values are not recommended for survey control.
 OT0109
 OT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0109.See file dsdata.pdf to determine how the superseded data were derived.
 OT0109
 OT0109_MARKER: DB = BENCH MARK DISK
 OT0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0109_STAMPING: G 382 1962
 OT0109_MARK LOGO: CGS
 OT0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0109+STABILITY: SURFACE MOTION
 OT0109
 OT0109  HISTORY     - Date     Condition        Report By
 OT0109  HISTORY     - 1962     MONUMENTED       CGS
 OT0109
 OT0109                          STATION DESCRIPTION
 OT0109
 OT0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0109'9.3 MI S FROM WALL.
 OT0109'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0109'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0109'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 0.7 MILE
 OT0109'WEST-NORTHWEST ALONG A GRAVELED ROAD IN SECTION 18, T 2 S, R 15 E,
 OT0109'70 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 OT0109'NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 OT0109'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0109'6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0729 ***********************************************************************
 PT0729  DESIGNATION -  G 383
 PT0729  PID         -  PT0729
 PT0729  STATE/COUNTY-  SD/HAAKON
 PT0729  COUNTRY     -  US
 PT0729  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0729
 PT0729                         *CURRENT SURVEY CONTROL
 PT0729  ______________________________________________________________________
 PT0729* NAD 83(1986) POSITION- 44 10 59.     (N) 101 48 27.     (W)   SCALED
 PT0729* NAVD 88 ORTHO HEIGHT -   757.147 (meters)     2484.07  (feet) ADJUSTED
 PT0729  ______________________________________________________________________
 PT0729  GEOID HEIGHT    -        -20.523 (meters)                     GEOID18
 PT0729  DYNAMIC HEIGHT  -        756.930 (meters)     2483.36  (feet) COMP
 PT0729  MODELED GRAVITY -    980,306.3   (mgal)                       NAVD 88
 PT0729
 PT0729  VERT ORDER      -  SECOND    CLASS 0
 PT0729
 PT0729.The horizontal coordinates were scaled from a map and have
 PT0729.an estimated accuracy of +/- 6 seconds.
 PT0729
 PT0729.The orthometric height was determined by differential leveling and
 PT0729.adjusted by the NATIONAL GEODETIC SURVEY
 PT0729.in June 1991.
 PT0729
 PT0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0729.GEOID18 height accuracy estimate available here.
 PT0729
 PT0729.Click photographs - Photos may exist for this station.
 PT0729
 PT0729.The dynamic height is computed by dividing the NAVD 88
 PT0729.geopotential number by the normal gravity value computed on the
 PT0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0729.degrees latitude (g = 980.6199 gals.).
 PT0729
 PT0729.The modeled gravity was interpolated from observed gravity values.
 PT0729
 PT0729;                    North         East    Units  Estimated Accuracy
 PT0729;SPC SD S     -   206,540.      482,140.      MT  (+/- 180 meters Scaled)
 PT0729
 PT0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP756960(NAD 83)
 PT0729
 PT0729                          SUPERSEDED SURVEY CONTROL
 PT0729
 PT0729  NGVD 29 (??/??/92)  756.685  (m)         2482.56   (f) ADJ UNCH    2 0
 PT0729
 PT0729.Superseded values are not recommended for survey control.
 PT0729
 PT0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0729.See file dsdata.pdf to determine how the superseded data were derived.
 PT0729
 PT0729_MARKER: DB = BENCH MARK DISK
 PT0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0729_STAMPING: G 383 1962
 PT0729_MARK LOGO: CGS
 PT0729_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0729+STABILITY: SURFACE MOTION
 PT0729
 PT0729  HISTORY     - Date     Condition        Report By
 PT0729  HISTORY     - 1962     MONUMENTED       CGS
 PT0729
 PT0729                          STATION DESCRIPTION
 PT0729
 PT0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0729'9.5 MI SE FROM HILLAND.
 PT0729'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0729'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A
 PT0729'GRAVELED ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT
 PT0729'ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, IN SECTION
 PT0729'27, T 3 N, R 19 E, AT A ROAD INTERSECTION, 59 FEET NORTH OF THE
 PT0729'CENTER LINE OF THE ROAD, 38 FEET WEST OF THE CENTER LINE OF THE
 PT0729'NORTH-SOUTH ROAD, 21 FEET NORTH OF A POWER POLE, 50 FEET SOUTH
 PT0729'OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE, 1.8 FEET EAST
 PT0729'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PT0729'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0552 ***********************************************************************
 PU0552  DESIGNATION -  G 384
 PU0552  PID         -  PU0552
 PU0552  STATE/COUNTY-  SD/PENNINGTON
 PU0552  COUNTRY     -  US
 PU0552  USGS QUAD   -  HORSE TOOTH (2017)
 PU0552
 PU0552                         *CURRENT SURVEY CONTROL
 PU0552  ______________________________________________________________________
 PU0552* NAD 83(1986) POSITION- 44 13 52.     (N) 102 01 35.     (W)   SCALED
 PU0552* NAVD 88 ORTHO HEIGHT -   845.779 (meters)     2774.86  (feet) ADJUSTED
 PU0552  ______________________________________________________________________
 PU0552  GEOID HEIGHT    -        -19.801 (meters)                     GEOID18
 PU0552  DYNAMIC HEIGHT  -        845.537 (meters)     2774.07  (feet) COMP
 PU0552  MODELED GRAVITY -    980,303.0   (mgal)                       NAVD 88
 PU0552
 PU0552  VERT ORDER      -  SECOND    CLASS 0
 PU0552
 PU0552.The horizontal coordinates were scaled from a map and have
 PU0552.an estimated accuracy of +/- 6 seconds.
 PU0552
 PU0552.The orthometric height was determined by differential leveling and
 PU0552.adjusted by the NATIONAL GEODETIC SURVEY
 PU0552.in June 1991.
 PU0552
 PU0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0552.GEOID18 height accuracy estimate available here.
 PU0552
 PU0552.Click photographs - Photos may exist for this station.
 PU0552
 PU0552.The dynamic height is computed by dividing the NAVD 88
 PU0552.geopotential number by the normal gravity value computed on the
 PU0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0552.degrees latitude (g = 980.6199 gals.).
 PU0552
 PU0552.The modeled gravity was interpolated from observed gravity values.
 PU0552
 PU0552;                    North         East    Units  Estimated Accuracy
 PU0552;SPC SD S     -   212,210.      464,750.      MT  (+/- 180 meters Scaled)
 PU0552
 PU0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK374018(NAD 83)
 PU0552
 PU0552                          SUPERSEDED SURVEY CONTROL
 PU0552
 PU0552  NGVD 29 (??/??/92)  845.317  (m)         2773.34   (f) ADJ UNCH    2 0
 PU0552
 PU0552.Superseded values are not recommended for survey control.
 PU0552
 PU0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0552.See file dsdata.pdf to determine how the superseded data were derived.
 PU0552
 PU0552_MARKER: DB = BENCH MARK DISK
 PU0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0552_STAMPING: G 384 1962
 PU0552_MARK LOGO: CGS
 PU0552_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0552+STABILITY: SURFACE MOTION
 PU0552
 PU0552  HISTORY     - Date     Condition        Report By
 PU0552  HISTORY     - 1962     MONUMENTED       CGS
 PU0552
 PU0552                          STATION DESCRIPTION
 PU0552
 PU0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0552'16.5 MI SW FROM HILLAND.
 PU0552'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0552'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PU0552'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PU0552'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PU0552'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PU0552'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0552'0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 PU0552'A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ACORSS COUNTRY ALONG
 PU0552'A LINE OF TELEPHONE POLES, THENCE 1.0 MILE WEST-NORTHWEST ALONG
 PU0552'A TRAIL ROAD, IN SECTION 12, T 3 N, R 17 E, ABOUT 0.1 MILE EAST
 PU0552'OF THE HEAD OF A DRAW WHICH LEADS TO THE NORTHWEST, 111 FEET
 PU0552'NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 1.7 FEET WEST OF A
 PU0552'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0552'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0139 ***********************************************************************
 OT0139  DESIGNATION -  G 385
 OT0139  PID         -  OT0139
 OT0139  STATE/COUNTY-  SD/PENNINGTON
 OT0139  COUNTRY     -  US
 OT0139  USGS QUAD   -  WALL SW (2017)
 OT0139
 OT0139                         *CURRENT SURVEY CONTROL
 OT0139  ______________________________________________________________________
 OT0139* NAD 83(1986) POSITION- 43 51 45.     (N) 102 09 32.     (W)   SCALED
 OT0139* NAVD 88 ORTHO HEIGHT -   818.212 (meters)     2684.42  (feet) ADJUSTED
 OT0139  ______________________________________________________________________
 OT0139  GEOID HEIGHT    -        -19.293 (meters)                     GEOID18
 OT0139  DYNAMIC HEIGHT  -        817.953 (meters)     2683.57  (feet) COMP
 OT0139  MODELED GRAVITY -    980,275.2   (mgal)                       NAVD 88
 OT0139
 OT0139  VERT ORDER      -  SECOND    CLASS 0
 OT0139
 OT0139.The horizontal coordinates were scaled from a map and have
 OT0139.an estimated accuracy of +/- 6 seconds.
 OT0139
 OT0139.The orthometric height was determined by differential leveling and
 OT0139.adjusted by the NATIONAL GEODETIC SURVEY
 OT0139.in June 1991.
 OT0139
 OT0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0139.GEOID18 height accuracy estimate available here.
 OT0139
 OT0139.Click photographs - Photos may exist for this station.
 OT0139
 OT0139.The dynamic height is computed by dividing the NAVD 88
 OT0139.geopotential number by the normal gravity value computed on the
 OT0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0139.degrees latitude (g = 980.6199 gals.).
 OT0139
 OT0139.The modeled gravity was interpolated from observed gravity values.
 OT0139
 OT0139;                    North         East    Units  Estimated Accuracy
 OT0139;SPC SD S     -   171,490.      453,270.      MT  (+/- 180 meters Scaled)
 OT0139
 OT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ283605(NAD 83)
 OT0139
 OT0139                          SUPERSEDED SURVEY CONTROL
 OT0139
 OT0139  NGVD 29 (??/??/92)  817.748  (m)         2682.89   (f) ADJ UNCH    2 0
 OT0139
 OT0139.Superseded values are not recommended for survey control.
 OT0139
 OT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0139.See file dsdata.pdf to determine how the superseded data were derived.
 OT0139
 OT0139_MARKER: DB = BENCH MARK DISK
 OT0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0139_STAMPING: G 385 1962
 OT0139_MARK LOGO: CGS
 OT0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0139+STABILITY: SURFACE MOTION
 OT0139
 OT0139  HISTORY     - Date     Condition        Report By
 OT0139  HISTORY     - 1962     MONUMENTED       CGS
 OT0139
 OT0139                          STATION DESCRIPTION
 OT0139
 OT0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0139'10.5 MI S FROM QUINN.
 OT0139'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0139'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0139'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0139'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0139'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 4.7 MILES
 OT0139'SOUTH ALONG A BLADED DIRT ROAD, 0.15 MILE NORTH OF A CATTLE
 OT0139'GUARD IN SECTION 13, T 2 S, R 16 E, 26 FEET EAST OF THE CENTER
 OT0139'LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET NORTH
 OT0139'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 OT0139'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0578 ***********************************************************************
 OS0578  DESIGNATION -  G 386
 OS0578  PID         -  OS0578
 OS0578  STATE/COUNTY-  SD/JACKSON
 OS0578  COUNTRY     -  US
 OS0578  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0578
 OS0578                         *CURRENT SURVEY CONTROL
 OS0578  ______________________________________________________________________
 OS0578* NAD 83(1986) POSITION- 43 59 01.     (N) 101 49 42.     (W)   SCALED
 OS0578* NAVD 88 ORTHO HEIGHT -   713.154 (meters)     2339.74  (feet) ADJUSTED
 OS0578  ______________________________________________________________________
 OS0578  GEOID HEIGHT    -        -20.506 (meters)                     GEOID18
 OS0578  DYNAMIC HEIGHT  -        712.936 (meters)     2339.02  (feet) COMP
 OS0578  MODELED GRAVITY -    980,289.5   (mgal)                       NAVD 88
 OS0578
 OS0578  VERT ORDER      -  SECOND    CLASS 0
 OS0578
 OS0578.The horizontal coordinates were scaled from a map and have
 OS0578.an estimated accuracy of +/- 6 seconds.
 OS0578
 OS0578.The orthometric height was determined by differential leveling and
 OS0578.adjusted by the NATIONAL GEODETIC SURVEY
 OS0578.in June 1991.
 OS0578
 OS0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0578.GEOID18 height accuracy estimate available here.
 OS0578
 OS0578.Click photographs - Photos may exist for this station.
 OS0578
 OS0578.The dynamic height is computed by dividing the NAVD 88
 OS0578.geopotential number by the normal gravity value computed on the
 OS0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0578.degrees latitude (g = 980.6199 gals.).
 OS0578
 OS0578.The modeled gravity was interpolated from observed gravity values.
 OS0578
 OS0578;                    North         East    Units  Estimated Accuracy
 OS0578;SPC SD S     -   184,410.      480,070.      MT  (+/- 180 meters Scaled)
 OS0578
 OS0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP731739(NAD 83)
 OS0578
 OS0578                          SUPERSEDED SURVEY CONTROL
 OS0578
 OS0578  NGVD 29 (??/??/92)  712.698  (m)         2338.24   (f) ADJ UNCH    2 0
 OS0578
 OS0578.Superseded values are not recommended for survey control.
 OS0578
 OS0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0578.See file dsdata.pdf to determine how the superseded data were derived.
 OS0578
 OS0578_MARKER: DB = BENCH MARK DISK
 OS0578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0578_SP_SET: CULVERT HEADWALL
 OS0578_STAMPING: G 386 1962
 OS0578_MARK LOGO: CGS
 OS0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0578+STABILITY: SURFACE MOTION
 OS0578
 OS0578  HISTORY     - Date     Condition        Report By
 OS0578  HISTORY     - 1962     MONUMENTED       CGS
 OS0578
 OS0578                          STATION DESCRIPTION
 OS0578
 OS0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0578'4.5 MI NE FROM COTTONWOOD.
 OS0578'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0578'AT COTTONWOOD, THENCE 4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0578'IN SECTION 3, T 1 S, R 19 E, 27 FEET SOUTHEAST OF THE CENTER
 OS0578'LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 OS0578'HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST END OF THE
 OS0578'SOUTHEAST HEADWALL OF A 30 FOOT CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0528 ***********************************************************************
 OS0528  DESIGNATION -  G 387
 OS0528  PID         -  OS0528
 OS0528  STATE/COUNTY-  SD/JACKSON
 OS0528  COUNTRY     -  US
 OS0528  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0528
 OS0528                         *CURRENT SURVEY CONTROL
 OS0528  ______________________________________________________________________
 OS0528* NAD 83(1986) POSITION- 43 50 06.     (N) 101 45 29.     (W)   SCALED
 OS0528* NAVD 88 ORTHO HEIGHT -   763.224 (meters)     2504.01  (feet) ADJUSTED
 OS0528  ______________________________________________________________________
 OS0528  GEOID HEIGHT    -        -20.669 (meters)                     GEOID18
 OS0528  DYNAMIC HEIGHT  -        762.979 (meters)     2503.21  (feet) COMP
 OS0528  MODELED GRAVITY -    980,272.9   (mgal)                       NAVD 88
 OS0528
 OS0528  VERT ORDER      -  FIRST     CLASS II
 OS0528
 OS0528.The horizontal coordinates were scaled from a map and have
 OS0528.an estimated accuracy of +/- 6 seconds.
 OS0528
 OS0528.The orthometric height was determined by differential leveling and
 OS0528.adjusted by the NATIONAL GEODETIC SURVEY
 OS0528.in June 1991.
 OS0528
 OS0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0528.GEOID18 height accuracy estimate available here.
 OS0528
 OS0528.Click photographs - Photos may exist for this station.
 OS0528
 OS0528.The dynamic height is computed by dividing the NAVD 88
 OS0528.geopotential number by the normal gravity value computed on the
 OS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0528.degrees latitude (g = 980.6199 gals.).
 OS0528
 OS0528.The modeled gravity was interpolated from observed gravity values.
 OS0528
 OS0528;                    North         East    Units  Estimated Accuracy
 OS0528;SPC SD S     -   167,810.      485,430.      MT  (+/- 180 meters Scaled)
 OS0528
 OS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP782572(NAD 83)
 OS0528
 OS0528                          SUPERSEDED SURVEY CONTROL
 OS0528
 OS0528  NGVD 29 (??/??/92)  762.768  (m)         2502.51   (f) ADJ UNCH    1 2
 OS0528
 OS0528.Superseded values are not recommended for survey control.
 OS0528
 OS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0528.See file dsdata.pdf to determine how the superseded data were derived.
 OS0528
 OS0528_MARKER: DB = BENCH MARK DISK
 OS0528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0528_STAMPING: G 387 1962
 OS0528_MARK LOGO: CGS
 OS0528_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0528+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0528_ROD/PIPE-DEPTH: 4.8 meters
 OS0528
 OS0528  HISTORY     - Date     Condition        Report By
 OS0528  HISTORY     - 1962     MONUMENTED       CGS
 OS0528  HISTORY     - 1966     GOOD             CGS
 OS0528  HISTORY     - 1985     GOOD             NGS
 OS0528  HISTORY     - 19910713 GOOD             NGS
 OS0528  HISTORY     - 20130116 GOOD             INDIV
 OS0528
 OS0528                          STATION DESCRIPTION
 OS0528
 OS0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0528'13 MI W FROM KADOKA.
 OS0528'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0528'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0528'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0528'40 AND 73, THENCE 4.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0528'HIGHWAY 40, 115 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OS0528'2 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 OS0528'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 OS0528'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OS0528'DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 OS0528'PROJECTING 6-INCHES.
 OS0528
 OS0528                          STATION RECOVERY (1966)
 OS0528
 OS0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0528'RECOVERED IN GOOD CONDITION.
 OS0528
 OS0528                          STATION RECOVERY (1985)
 OS0528
 OS0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0528'THE MARK IS 0.3 M BELOW THE ROAD.
 OS0528'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.75 KM (11.7
 OS0528'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0528'KADOKA, 0.8 KM (0.5 MI) WEST OF MILEPOST 139, 81.2 METERS (266.5 FT)
 OS0528'SOUTH ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE,
 OS0528'35.0 METERS (115 FT) SOUTH OF THE CENTER OF THE ROAD, 0.7 METER (2.5
 OS0528'FT) NORTHEAST OF A TELEPHONE POLE AND 0.3 METER (1 FT) NORTH OF THE
 OS0528'RIGHT-OF-WAY FENCE.
 OS0528'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 OS0528
 OS0528                          STATION RECOVERY (1991)
 OS0528
 OS0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0528'18.7 KM (11.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0528'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.8 KM (0.50 MI)
 OS0528'EAST OF MILEPOST 138, 81.1 M (266.1 FT) SOUTH OF THE CENTERLINE OF
 OS0528'THE EASTBOUND LANES OF THE HIGHWAY, 34.6 M (113.5 FT) SOUTH OF THE
 OS0528'CENTERLINE OF A FRONTAGE ROAD, 0.8 M (2.6 FT) NORTHWEST OF A UTILITY
 OS0528'POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) EAST
 OS0528'OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--THE
 OS0528'DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND
 OS0528'SURFACE.
 OS0528
 OS0528                          STATION RECOVERY (2013)
 OS0528
 OS0528'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0187 ***********************************************************************
 OT0187  DESIGNATION -  G 388
 OT0187  PID         -  OT0187
 OT0187  STATE/COUNTY-  SD/PENNINGTON
 OT0187  COUNTRY     -  US
 OT0187  USGS QUAD   -  WALL NE (2017)
 OT0187
 OT0187                         *CURRENT SURVEY CONTROL
 OT0187  ______________________________________________________________________
 OT0187* NAD 83(1986) POSITION- 43 59 20.     (N) 102 03 34.     (W)   SCALED
 OT0187* NAVD 88 ORTHO HEIGHT -   787.155 (meters)     2582.52  (feet) ADJUSTED
 OT0187  ______________________________________________________________________
 OT0187  GEOID HEIGHT    -        -19.643 (meters)                     GEOID18
 OT0187  DYNAMIC HEIGHT  -        786.919 (meters)     2581.75  (feet) COMP
 OT0187  MODELED GRAVITY -    980,293.5   (mgal)                       NAVD 88
 OT0187
 OT0187  VERT ORDER      -  SECOND    CLASS 0
 OT0187
 OT0187.The horizontal coordinates were scaled from a map and have
 OT0187.an estimated accuracy of +/- 6 seconds.
 OT0187
 OT0187.The orthometric height was determined by differential leveling and
 OT0187.adjusted by the NATIONAL GEODETIC SURVEY
 OT0187.in June 1991.
 OT0187
 OT0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0187.GEOID18 height accuracy estimate available here.
 OT0187
 OT0187.Click photographs - Photos may exist for this station.
 OT0187
 OT0187.The dynamic height is computed by dividing the NAVD 88
 OT0187.geopotential number by the normal gravity value computed on the
 OT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0187.degrees latitude (g = 980.6199 gals.).
 OT0187
 OT0187.The modeled gravity was interpolated from observed gravity values.
 OT0187
 OT0187;                    North         East    Units  Estimated Accuracy
 OT0187;SPC SD S     -   185,360.      461,550.      MT  (+/- 180 meters Scaled)
 OT0187
 OT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ358748(NAD 83)
 OT0187
 OT0187                          SUPERSEDED SURVEY CONTROL
 OT0187
 OT0187  NGVD 29 (??/??/92)  786.702  (m)         2581.04   (f) ADJ UNCH    2 0
 OT0187
 OT0187.Superseded values are not recommended for survey control.
 OT0187
 OT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0187.See file dsdata.pdf to determine how the superseded data were derived.
 OT0187
 OT0187_MARKER: DB = BENCH MARK DISK
 OT0187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0187_STAMPING: G 388 1962
 OT0187_MARK LOGO: CGS
 OT0187_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0187_ROD/PIPE-DEPTH: 4.4 meters
 OT0187
 OT0187  HISTORY     - Date     Condition        Report By
 OT0187  HISTORY     - 1962     MONUMENTED       CGS
 OT0187
 OT0187                          STATION DESCRIPTION
 OT0187
 OT0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0187'4.5 MI NE FROM QUINN.
 OT0187'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0187'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 0.9
 OT0187'MILE NORTH ALONG A GRAVELED ROAD, 0.4 MILE SOUTH OF A CURVE
 OT0187'WITH TANGENT TO THE WEST, ABOUT 300 FEET NORTH OF THE CREST OF
 OT0187'A HILL, 61 FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF
 OT0187'POLES, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 OT0187'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 OT0187'OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OT0187'THAT IS DRIVEN TO A DEPTH OF 14 1/2 FEET AND IS ENCASED IN A
 OT0187'6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0506 ***********************************************************************
 OS0506  DESIGNATION -  G 389
 OS0506  PID         -  OS0506
 OS0506  STATE/COUNTY-  SD/JACKSON
 OS0506  COUNTRY     -  US
 OS0506  USGS QUAD   -  WETA (2017)
 OS0506
 OS0506                         *CURRENT SURVEY CONTROL
 OS0506  ______________________________________________________________________
 OS0506* NAD 83(1986) POSITION- 43 48 25.     (N) 101 41 29.     (W)   SCALED
 OS0506* NAVD 88 ORTHO HEIGHT -   723.537 (meters)     2373.80  (feet) ADJUSTED
 OS0506  ______________________________________________________________________
 OS0506  GEOID HEIGHT    -        -20.906 (meters)                     GEOID18
 OS0506  DYNAMIC HEIGHT  -        723.308 (meters)     2373.05  (feet) COMP
 OS0506  MODELED GRAVITY -    980,279.1   (mgal)                       NAVD 88
 OS0506
 OS0506  VERT ORDER      -  SECOND    CLASS 0
 OS0506
 OS0506.The horizontal coordinates were scaled from a map and have
 OS0506.an estimated accuracy of +/- 6 seconds.
 OS0506
 OS0506.The orthometric height was determined by differential leveling and
 OS0506.adjusted by the NATIONAL GEODETIC SURVEY
 OS0506.in June 1991.
 OS0506
 OS0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0506.GEOID18 height accuracy estimate available here.
 OS0506
 OS0506.Click photographs - Photos may exist for this station.
 OS0506
 OS0506.The dynamic height is computed by dividing the NAVD 88
 OS0506.geopotential number by the normal gravity value computed on the
 OS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0506.degrees latitude (g = 980.6199 gals.).
 OS0506
 OS0506.The modeled gravity was interpolated from observed gravity values.
 OS0506
 OS0506;                    North         East    Units  Estimated Accuracy
 OS0506;SPC SD S     -   164,600.      490,740.      MT  (+/- 180 meters Scaled)
 OS0506
 OS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP835539(NAD 83)
 OS0506
 OS0506                          SUPERSEDED SURVEY CONTROL
 OS0506
 OS0506  NGVD 29 (??/??/92)  723.085  (m)         2372.32   (f) ADJ UNCH    2 0
 OS0506
 OS0506.Superseded values are not recommended for survey control.
 OS0506
 OS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0506.See file dsdata.pdf to determine how the superseded data were derived.
 OS0506
 OS0506_MARKER: DB = BENCH MARK DISK
 OS0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0506_STAMPING: G 389 1962
 OS0506_MARK LOGO: CGS
 OS0506_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0506+STABILITY: SURFACE MOTION
 OS0506
 OS0506  HISTORY     - Date     Condition        Report By
 OS0506  HISTORY     - 1962     MONUMENTED       CGS
 OS0506
 OS0506                          STATION DESCRIPTION
 OS0506
 OS0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0506'12.4 MI SW FROM KADOKA.
 OS0506'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0506'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0506'THENCE 9.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0506'40, THENCE 2.15 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION
 OS0506'2, T3S, R20E, 116 FEET SOUTHEAST OF THE CENTER LINE OF A
 OS0506'CURVE IN THE ROAD, 0.25 MILE EAST OF A CATTLE GUARD, 48 FEET
 OS0506'SOUTHEAST OF A POWER POLE BRACED BY A GUY WIRE, 25 FEET EAST
 OS0506'OF THE CENTER OF A GATE, 2 FEET NORTH OF A FENCE, 1.5 FEET
 OS0506'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 OS0506'SET IN THE TOP OF A POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1833 ***********************************************************************
 PU1833  DESIGNATION -  G 390
 PU1833  PID         -  PU1833
 PU1833  STATE/COUNTY-  SD/BUTTE
 PU1833  COUNTRY     -  US
 PU1833  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1833
 PU1833                         *CURRENT SURVEY CONTROL
 PU1833  ______________________________________________________________________
 PU1833* NAD 83(1986) POSITION- 44 56 45.     (N) 103 59 29.     (W)   SCALED
 PU1833* NAVD 88 ORTHO HEIGHT -  1005.524 (meters)     3298.96  (feet) ADJUSTED
 PU1833  ______________________________________________________________________
 PU1833  GEOID HEIGHT    -        -15.546 (meters)                     GEOID18
 PU1833  DYNAMIC HEIGHT  -       1005.259 (meters)     3298.09  (feet) COMP
 PU1833  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 PU1833
 PU1833  VERT ORDER      -  SECOND    CLASS 0
 PU1833
 PU1833.The horizontal coordinates were scaled from a map and have
 PU1833.an estimated accuracy of +/- 6 seconds.
 PU1833
 PU1833.The orthometric height was determined by differential leveling and
 PU1833.adjusted by the NATIONAL GEODETIC SURVEY
 PU1833.in June 1991.
 PU1833
 PU1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1833.GEOID18 height accuracy estimate available here.
 PU1833
 PU1833.Click photographs - Photos may exist for this station.
 PU1833
 PU1833.The dynamic height is computed by dividing the NAVD 88
 PU1833.geopotential number by the normal gravity value computed on the
 PU1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1833.degrees latitude (g = 980.6199 gals.).
 PU1833
 PU1833.The modeled gravity was interpolated from observed gravity values.
 PU1833
 PU1833;                    North         East    Units  Estimated Accuracy
 PU1833;SPC SD N     -   131,390.      285,140.      MT  (+/- 180 meters Scaled)
 PU1833
 PU1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK795774(NAD 83)
 PU1833
 PU1833                          SUPERSEDED SURVEY CONTROL
 PU1833
 PU1833  NGVD 29 (??/??/92) 1005.034  (m)         3297.35   (f) ADJ UNCH    2 0
 PU1833
 PU1833.Superseded values are not recommended for survey control.
 PU1833
 PU1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1833.See file dsdata.pdf to determine how the superseded data were derived.
 PU1833
 PU1833_MARKER: DB = BENCH MARK DISK
 PU1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1833_STAMPING: G 390 1962
 PU1833_MARK LOGO: CGS
 PU1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1833+STABILITY: SURFACE MOTION
 PU1833
 PU1833  HISTORY     - Date     Condition        Report By
 PU1833  HISTORY     - 1962     MONUMENTED       CGS
 PU1833
 PU1833                          STATION DESCRIPTION
 PU1833
 PU1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1833'23.8 MI NW FROM BELLE FOURCHE.
 PU1833'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1833'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 12.1
 PU1833'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 3, T 11 N,
 PU1833'R 1 E, 65 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 PU1833'SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS
 PU1833'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PU1833'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0046 ***********************************************************************
 PU0046  DESIGNATION -  G 391
 PU0046  PID         -  PU0046
 PU0046  STATE/COUNTY-  SD/MEADE
 PU0046  COUNTRY     -  US
 PU0046  USGS QUAD   -  OPAL EAST SW (2017)
 PU0046
 PU0046                         *CURRENT SURVEY CONTROL
 PU0046  ______________________________________________________________________
 PU0046* NAD 83(1986) POSITION- 44 49 12.     (N) 102 24 27.     (W)   SCALED
 PU0046* NAVD 88 ORTHO HEIGHT -   795.408 (meters)     2609.60  (feet) ADJUSTED
 PU0046  ______________________________________________________________________
 PU0046  GEOID HEIGHT    -        -18.692 (meters)                     GEOID18
 PU0046  DYNAMIC HEIGHT  -        795.228 (meters)     2609.01  (feet) COMP
 PU0046  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 PU0046
 PU0046  VERT ORDER      -  SECOND    CLASS 0
 PU0046
 PU0046.The horizontal coordinates were scaled from a map and have
 PU0046.an estimated accuracy of +/- 6 seconds.
 PU0046
 PU0046.The orthometric height was determined by differential leveling and
 PU0046.adjusted by the NATIONAL GEODETIC SURVEY
 PU0046.in June 1991.
 PU0046
 PU0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0046.GEOID18 height accuracy estimate available here.
 PU0046
 PU0046.Click photographs - Photos may exist for this station.
 PU0046
 PU0046.The dynamic height is computed by dividing the NAVD 88
 PU0046.geopotential number by the normal gravity value computed on the
 PU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0046.degrees latitude (g = 980.6199 gals.).
 PU0046
 PU0046.The modeled gravity was interpolated from observed gravity values.
 PU0046
 PU0046;                    North         East    Units  Estimated Accuracy
 PU0046;SPC SD N     -   112,470.      409,620.      MT  (+/- 180 meters Scaled)
 PU0046
 PU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK049662(NAD 83)
 PU0046
 PU0046                          SUPERSEDED SURVEY CONTROL
 PU0046
 PU0046  NGVD 29 (??/??/92)  794.946  (m)         2608.09   (f) ADJ UNCH    2 0
 PU0046
 PU0046.Superseded values are not recommended for survey control.
 PU0046
 PU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0046.See file dsdata.pdf to determine how the superseded data were derived.
 PU0046
 PU0046_MARKER: DB = BENCH MARK DISK
 PU0046_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0046+WITH SETTING: INFORMATION.
 PU0046_STAMPING: G 391 1963
 PU0046_MARK LOGO: CGS
 PU0046_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0046_ROD/PIPE-DEPTH: 2.4 meters
 PU0046
 PU0046  HISTORY     - Date     Condition        Report By
 PU0046  HISTORY     - 1963     MONUMENTED       CGS
 PU0046
 PU0046                          STATION DESCRIPTION
 PU0046
 PU0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0046'9 MI SE FROM OPAL.
 PU0046'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0046'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0046'ROAD, THENCE 2.15 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 18,
 PU0046'T 10 N, R 14 E, ON THE CREST OF A SMALL HILL, 42 FEET SOUTH OF THE
 PU0046'CENTER LINE OF THE ROAD, 1.0 FEET SOUTH OF A METAL WITNESS POST,
 PU0046'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 PU0046'COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A
 PU0046'6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0208 ***********************************************************************
 PU0208  DESIGNATION -  G 392
 PU0208  PID         -  PU0208
 PU0208  STATE/COUNTY-  SD/MEADE
 PU0208  COUNTRY     -  US
 PU0208  USGS QUAD   -  LEMMON CREEK (2017)
 PU0208
 PU0208                         *CURRENT SURVEY CONTROL
 PU0208  ______________________________________________________________________
 PU0208* NAD 83(1986) POSITION- 44 43 08.     (N) 102 06 21.     (W)   SCALED
 PU0208* NAVD 88 ORTHO HEIGHT -   718.471 (meters)     2357.18  (feet) ADJUSTED
 PU0208  ______________________________________________________________________
 PU0208  GEOID HEIGHT    -        -19.625 (meters)                     GEOID18
 PU0208  DYNAMIC HEIGHT  -        718.309 (meters)     2356.65  (feet) COMP
 PU0208  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 PU0208
 PU0208  VERT ORDER      -  SECOND    CLASS 0
 PU0208
 PU0208.The horizontal coordinates were scaled from a map and have
 PU0208.an estimated accuracy of +/- 6 seconds.
 PU0208
 PU0208.The orthometric height was determined by differential leveling and
 PU0208.adjusted by the NATIONAL GEODETIC SURVEY
 PU0208.in June 1991.
 PU0208
 PU0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0208.GEOID18 height accuracy estimate available here.
 PU0208
 PU0208.Click photographs - Photos may exist for this station.
 PU0208
 PU0208.The dynamic height is computed by dividing the NAVD 88
 PU0208.geopotential number by the normal gravity value computed on the
 PU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0208.degrees latitude (g = 980.6199 gals.).
 PU0208
 PU0208.The modeled gravity was interpolated from observed gravity values.
 PU0208
 PU0208;                    North         East    Units  Estimated Accuracy
 PU0208;SPC SD N     -   100,580.      433,180.      MT  (+/- 180 meters Scaled)
 PU0208
 PU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK292557(NAD 83)
 PU0208
 PU0208                          SUPERSEDED SURVEY CONTROL
 PU0208
 PU0208  NGVD 29 (??/??/92)  718.015  (m)         2355.69   (f) ADJ UNCH    2 0
 PU0208
 PU0208.Superseded values are not recommended for survey control.
 PU0208
 PU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0208.See file dsdata.pdf to determine how the superseded data were derived.
 PU0208
 PU0208_MARKER: DB = BENCH MARK DISK
 PU0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0208_STAMPING: G 392 1963
 PU0208_MARK LOGO: CGS
 PU0208_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0208+STABILITY: SURFACE MOTION
 PU0208
 PU0208  HISTORY     - Date     Condition        Report By
 PU0208  HISTORY     - 1963     MONUMENTED       CGS
 PU0208
 PU0208                          STATION DESCRIPTION
 PU0208
 PU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0208'9.6 MI NW FROM HOWES.
 PU0208'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE
 PU0208'AND POST OFFICE AT HOWES, THENCE 2.55 MILES WEST ALONG A GRAVELED
 PU0208'ROAD, 0.25 MILE WEST OF A PRIVATE ROAD JUNCTION, ABOUT 0.3 MILE
 PU0208'WEST-SOUTHWEST OF THREE LONE TREES, 48 FEET NORTH OF THE CENTER
 PU0208'LINE OF THE ROAD, 9 FEET NORTH OF A CORNER FENCE POST, 34 FEET
 PU0208'WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH, 2 1/2
 PU0208'FEET EAST OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST,
 PU0208'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PU0208'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0096 ***********************************************************************
 QT0096  DESIGNATION -  G 393
 QT0096  PID         -  QT0096
 QT0096  STATE/COUNTY-  SD/MEADE
 QT0096  COUNTRY     -  US
 QT0096  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0096
 QT0096                         *CURRENT SURVEY CONTROL
 QT0096  ______________________________________________________________________
 QT0096* NAD 83(1986) POSITION- 45 01 22.     (N) 102 17 09.     (W)   SCALED
 QT0096* NAVD 88 ORTHO HEIGHT -   811.775 (meters)     2663.30  (feet) ADJUSTED
 QT0096  ______________________________________________________________________
 QT0096  GEOID HEIGHT    -        -18.822 (meters)                     GEOID18
 QT0096  DYNAMIC HEIGHT  -        811.609 (meters)     2662.75  (feet) COMP
 QT0096  MODELED GRAVITY -    980,384.9   (mgal)                       NAVD 88
 QT0096
 QT0096  VERT ORDER      -  FIRST     CLASS II
 QT0096
 QT0096.The horizontal coordinates were scaled from a map and have
 QT0096.an estimated accuracy of +/- 6 seconds.
 QT0096
 QT0096.The orthometric height was determined by differential leveling and
 QT0096.adjusted by the NATIONAL GEODETIC SURVEY
 QT0096.in July 1998.
 QT0096
 QT0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0096.GEOID18 height accuracy estimate available here.
 QT0096
 QT0096.Click photographs - Photos may exist for this station.
 QT0096
 QT0096.The dynamic height is computed by dividing the NAVD 88
 QT0096.geopotential number by the normal gravity value computed on the
 QT0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0096.degrees latitude (g = 980.6199 gals.).
 QT0096
 QT0096.The modeled gravity was interpolated from observed gravity values.
 QT0096
 QT0096;                    North         East    Units  Estimated Accuracy
 QT0096;SPC SD N     -   134,720.      419,880.      MT  (+/- 180 meters Scaled)
 QT0096
 QT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK138890(NAD 83)
 QT0096
 QT0096                          SUPERSEDED SURVEY CONTROL
 QT0096
 QT0096  NAVD 88 (06/15/91)  811.768  (m)         2663.28   (f) SUPERSEDED  1 2
 QT0096  NGVD 29 (??/??/92)  811.302  (m)         2661.75   (f) ADJ UNCH    1 2
 QT0096
 QT0096.Superseded values are not recommended for survey control.
 QT0096
 QT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0096.See file dsdata.pdf to determine how the superseded data were derived.
 QT0096
 QT0096_MARKER: DB = BENCH MARK DISK
 QT0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0096_STAMPING: G 393 1963
 QT0096_MARK LOGO: CGS
 QT0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0096+STABILITY: SURFACE MOTION
 QT0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0096+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0096
 QT0096  HISTORY     - Date     Condition        Report By
 QT0096  HISTORY     - 1963     MONUMENTED       CGS
 QT0096  HISTORY     - 1981     GOOD             NGS
 QT0096  HISTORY     - 19960425 GOOD             NGS
 QT0096
 QT0096                          STATION DESCRIPTION
 QT0096
 QT0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0096'12.3 MI W FROM FAITH.
 QT0096'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0096'FAITH, THENCE 12.2 MILES WEST ALONG U.S. HIGHWAY 212, 0.2 MILE
 QT0096'WEST OF A PRIVATE ROAD LEADING NORTH, 92 FEET SOUTHWEST OF A POWER
 QT0096'POLE, 81 FEET WEST-NORTHWEST OF THE NORTH END OF AN 18-INCH STEEL
 QT0096'CULVERT, 74 FEET WEST OF A TELEPHONE POLE NUMBERED 1-255, 51 FEET
 QT0096'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF A
 QT0096'FENCE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3
 QT0096'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 QT0096'CONCRETE POST PROJECTING 6-INCHES.
 QT0096
 QT0096                          STATION RECOVERY (1981)
 QT0096
 QT0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0096'RECOVERED IN GOOD CONDITION.
 QT0096
 QT0096                          STATION RECOVERY (1996)
 QT0096
 QT0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0096'19.0 M (62.3 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0096'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 595.0 M (1952.1 FT) EAST OF
 QT0096'MILEPOST 102, 37.7 M (123.7 FT) EAST OF A T-FENCE CORNER, 28.2 M (92.5
 QT0096'FT) SOUTHWEST OF A UTILITY POLE, 15.1 M (49.5 FT) NORTH OF THE HIGHWAY
 QT0096'CENTERLINE, 5.7 M (18.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 QT0096'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF
 QT0096'A WITNESS POST, 0.4 M (1.3 FT) SOUTH OF A FENCE, AND THE MONUMENT
 QT0096'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0212 ***********************************************************************
 PU0212  DESIGNATION -  G 394
 PU0212  PID         -  PU0212
 PU0212  STATE/COUNTY-  SD/MEADE
 PU0212  COUNTRY     -  US
 PU0212  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0212
 PU0212                         *CURRENT SURVEY CONTROL
 PU0212  ______________________________________________________________________
 PU0212* NAD 83(1986) POSITION- 44 43 07.     (N) 102 11 03.     (W)   SCALED
 PU0212* NAVD 88 ORTHO HEIGHT -   727.113 (meters)     2385.54  (feet) ADJUSTED
 PU0212  ______________________________________________________________________
 PU0212  GEOID HEIGHT    -        -19.406 (meters)                     GEOID18
 PU0212  DYNAMIC HEIGHT  -        726.950 (meters)     2385.00  (feet) COMP
 PU0212  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 PU0212
 PU0212  VERT ORDER      -  SECOND    CLASS 0
 PU0212
 PU0212.The horizontal coordinates were scaled from a map and have
 PU0212.an estimated accuracy of +/- 6 seconds.
 PU0212
 PU0212.The orthometric height was determined by differential leveling and
 PU0212.adjusted by the NATIONAL GEODETIC SURVEY
 PU0212.in June 1991.
 PU0212
 PU0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0212.GEOID18 height accuracy estimate available here.
 PU0212
 PU0212.Click photographs - Photos may exist for this station.
 PU0212
 PU0212.The dynamic height is computed by dividing the NAVD 88
 PU0212.geopotential number by the normal gravity value computed on the
 PU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0212.degrees latitude (g = 980.6199 gals.).
 PU0212
 PU0212.The modeled gravity was interpolated from observed gravity values.
 PU0212
 PU0212;                    North         East    Units  Estimated Accuracy
 PU0212;SPC SD N     -   100,710.      426,970.      MT  (+/- 180 meters Scaled)
 PU0212
 PU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK230555(NAD 83)
 PU0212
 PU0212                          SUPERSEDED SURVEY CONTROL
 PU0212
 PU0212  NGVD 29 (??/??/92)  726.657  (m)         2384.04   (f) ADJ UNCH    2 0
 PU0212
 PU0212.Superseded values are not recommended for survey control.
 PU0212
 PU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0212.See file dsdata.pdf to determine how the superseded data were derived.
 PU0212
 PU0212_MARKER: DB = BENCH MARK DISK
 PU0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0212_STAMPING: G 394 1963
 PU0212_MARK LOGO: CGS
 PU0212_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0212+STABILITY: SURFACE MOTION
 PU0212
 PU0212  HISTORY     - Date     Condition        Report By
 PU0212  HISTORY     - 1963     MONUMENTED       CGS
 PU0212
 PU0212                          STATION DESCRIPTION
 PU0212
 PU0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0212'13.8 MI NW FROM HOWES.
 PU0212'7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0212'OFFICE AT HOWES, THENCE 6.75 MILES WEST ALONG A GRAVELED ROAD,
 PU0212'0.8 MILE EAST OF A SCHOOLHOUSE, 1.2 FEET NORTH OF THE CENTER
 PU0212'LINE OF THE ROAD, 74 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PU0212'OF A HOUSE, 9 FEET EAST OF A CORNER FENCE POST, 2 FEET SOUTH
 PU0212'OF A FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 PU0212'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0212'CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0066 ***********************************************************************
 PU0066  DESIGNATION -  G 395
 PU0066  PID         -  PU0066
 PU0066  STATE/COUNTY-  SD/MEADE
 PU0066  COUNTRY     -  US
 PU0066  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0066
 PU0066                         *CURRENT SURVEY CONTROL
 PU0066  ______________________________________________________________________
 PU0066* NAD 83(1986) POSITION- 44 54 25.     (N) 102 17 20.     (W)   SCALED
 PU0066* NAVD 88 ORTHO HEIGHT -   778.159 (meters)     2553.01  (feet) ADJUSTED
 PU0066  ______________________________________________________________________
 PU0066  GEOID HEIGHT    -        -18.940 (meters)                     GEOID18
 PU0066  DYNAMIC HEIGHT  -        777.992 (meters)     2552.46  (feet) COMP
 PU0066  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 PU0066
 PU0066  VERT ORDER      -  SECOND    CLASS 0
 PU0066
 PU0066.The horizontal coordinates were scaled from a map and have
 PU0066.an estimated accuracy of +/- 6 seconds.
 PU0066
 PU0066.The orthometric height was determined by differential leveling and
 PU0066.adjusted by the NATIONAL GEODETIC SURVEY
 PU0066.in June 1991.
 PU0066
 PU0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0066.GEOID18 height accuracy estimate available here.
 PU0066
 PU0066.Click photographs - Photos may exist for this station.
 PU0066
 PU0066.The dynamic height is computed by dividing the NAVD 88
 PU0066.geopotential number by the normal gravity value computed on the
 PU0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0066.degrees latitude (g = 980.6199 gals.).
 PU0066
 PU0066.The modeled gravity was interpolated from observed gravity values.
 PU0066
 PU0066;                    North         East    Units  Estimated Accuracy
 PU0066;SPC SD N     -   121,860.      419,270.      MT  (+/- 180 meters Scaled)
 PU0066
 PU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK140761(NAD 83)
 PU0066
 PU0066                          SUPERSEDED SURVEY CONTROL
 PU0066
 PU0066  NGVD 29 (??/??/92)  777.698  (m)         2551.50   (f) ADJ UNCH    2 0
 PU0066
 PU0066.Superseded values are not recommended for survey control.
 PU0066
 PU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0066.See file dsdata.pdf to determine how the superseded data were derived.
 PU0066
 PU0066_MARKER: DB = BENCH MARK DISK
 PU0066_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0066+WITH SETTING: INFORMATION.
 PU0066_STAMPING: G 395 1963
 PU0066_MARK LOGO: CGS
 PU0066_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0066_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0066_ROD/PIPE-DEPTH: 2.4 meters
 PU0066
 PU0066  HISTORY     - Date     Condition        Report By
 PU0066  HISTORY     - 1963     MONUMENTED       CGS
 PU0066
 PU0066                          STATION DESCRIPTION
 PU0066
 PU0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0066'10.8 MI E FROM OPAL.
 PU0066'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0066'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0066'THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, ABOUT 300 FEET EAST
 PU0066'OF THE CREST OF A HILL, 45 FEET SOUTH OF THE CENTER LINE OF THE
 PU0066'ROAD, 1 1/2 FEET SOUTHEAST OF A FENCE CORNER, 2.0 FEET SOUTHWEST OF
 PU0066'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 PU0066'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO
 PU0066'A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 4
 PU0066'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0359 ***********************************************************************
 OT0359  DESIGNATION -  G 396
 OT0359  PID         -  OT0359
 OT0359  STATE/COUNTY-  SD/FALL RIVER
 OT0359  COUNTRY     -  US
 OT0359  USGS QUAD   -  HOT SPRINGS (2017)
 OT0359
 OT0359                         *CURRENT SURVEY CONTROL
 OT0359  ______________________________________________________________________
 OT0359* NAD 83(1986) POSITION- 43 25 32.     (N) 103 22 53.     (W)   SCALED
 OT0359* NAVD 88 ORTHO HEIGHT -  1034.057 (meters)     3392.57  (feet) ADJUSTED
 OT0359  ______________________________________________________________________
 OT0359  GEOID HEIGHT    -        -15.992 (meters)                     GEOID18
 OT0359  DYNAMIC HEIGHT  -       1033.638 (meters)     3391.19  (feet) COMP
 OT0359  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 OT0359
 OT0359  VERT ORDER      -  FIRST     CLASS II
 OT0359
 OT0359.The horizontal coordinates were scaled from a map and have
 OT0359.an estimated accuracy of +/- 6 seconds.
 OT0359
 OT0359.The orthometric height was determined by differential leveling and
 OT0359.adjusted by the NATIONAL GEODETIC SURVEY
 OT0359.in June 1991.
 OT0359
 OT0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0359.GEOID18 height accuracy estimate available here.
 OT0359
 OT0359.Click photographs - Photos may exist for this station.
 OT0359
 OT0359.The dynamic height is computed by dividing the NAVD 88
 OT0359.geopotential number by the normal gravity value computed on the
 OT0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0359.degrees latitude (g = 980.6199 gals.).
 OT0359
 OT0359.The modeled gravity was interpolated from observed gravity values.
 OT0359
 OT0359;                    North         East    Units  Estimated Accuracy
 OT0359;SPC SD S     -   125,860.      353,260.      MT  (+/- 180 meters Scaled)
 OT0359
 OT0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ310093(NAD 83)
 OT0359
 OT0359                          SUPERSEDED SURVEY CONTROL
 OT0359
 OT0359  NGVD 29 (??/??/92) 1033.540  (m)         3390.87   (f) ADJ UNCH    1 2
 OT0359
 OT0359.Superseded values are not recommended for survey control.
 OT0359
 OT0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0359.See file dsdata.pdf to determine how the superseded data were derived.
 OT0359
 OT0359_MARKER: DB = BENCH MARK DISK
 OT0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0359_STAMPING: G 396 1963
 OT0359_MARK LOGO: CGS
 OT0359_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0359+STABILITY: SURFACE MOTION
 OT0359
 OT0359  HISTORY     - Date     Condition        Report By
 OT0359  HISTORY     - 1963     MONUMENTED       CGS
 OT0359  HISTORY     - 1985     GOOD             NGS
 OT0359
 OT0359                          STATION DESCRIPTION
 OT0359
 OT0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0359'6.2 MI SW FROM BUFFALO GAP.
 OT0359'0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN HILLS
 OT0359'BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 OT0359'THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 4.95 MILES
 OT0359'SOUTH ALONG STATE HIGHWAY 79, OR ABOUT 5.0 MILES SOUTHEAST ALONG
 OT0359'U.S. HIGHWAY 385 AND 18 FROM THE POST OFFICE AT HOT SPRINGS,
 OT0359'THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 79, IN SECTION 23,
 OT0359'T 7 S, R 6 E, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OT0359'68 FEET EAST OF THE EAST END OF A CULVERT, 1 FOOT WEST OF A
 OT0359'FENCE, 1.6 MILES NORTH OF A METAL WITNESS POST ABOUT 2 FEET ABOVE
 OT0359'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OT0359'PROJECTING 4 INCHES.
 OT0359
 OT0359                          STATION RECOVERY (1985)
 OT0359
 OT0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0359'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 OT0359'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0359'SPRINGS, THENCE 3.2 KM (2.0 MI) NORTHEAST ALONG STATE HIGHWAY 79, 0.45
 OT0359'KM (0.3 MI) SOUTHWEST OF MILEPOST 29, 30.8 METERS (101 FT) SOUTHEAST
 OT0359'OF THE HIGHWAY CENTERLINE, 20.7 METERS (68 FT) SOUTHEAST OF THE
 OT0359'SOUTHEAST END OF A 24-INCH CONCRETE PIPE CULVERT AND 0.3 METER (1 FT)
 OT0359'NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0359'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 OT0359'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0841 ***********************************************************************
 NM0841  DESIGNATION -  G 4
 NM0841  PID         -  NM0841
 NM0841  STATE/COUNTY-  SD/UNION
 NM0841  COUNTRY     -  US
 NM0841  USGS QUAD   -  JEFFERSON (2017)
 NM0841
 NM0841                         *CURRENT SURVEY CONTROL
 NM0841  ______________________________________________________________________
 NM0841* NAD 83(1986) POSITION- 42 36 26.     (N) 096 33 57.     (W)   SCALED
 NM0841* NAVD 88 ORTHO HEIGHT -   339.302 (meters)     1113.19  (feet) ADJUSTED
 NM0841  ______________________________________________________________________
 NM0841  GEOID HEIGHT    -        -25.820 (meters)                     GEOID18
 NM0841  DYNAMIC HEIGHT  -        339.198 (meters)     1112.85  (feet) COMP
 NM0841  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NM0841
 NM0841  VERT ORDER      -  FIRST     CLASS II
 NM0841
 NM0841.The horizontal coordinates were scaled from a map and have
 NM0841.an estimated accuracy of +/- 6 seconds.
 NM0841
 NM0841.The orthometric height was determined by differential leveling and
 NM0841.adjusted by the NATIONAL GEODETIC SURVEY
 NM0841.in June 1991.
 NM0841
 NM0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0841.GEOID18 height accuracy estimate available here.
 NM0841
 NM0841.Click photographs - Photos may exist for this station.
 NM0841
 NM0841.The dynamic height is computed by dividing the NAVD 88
 NM0841.geopotential number by the normal gravity value computed on the
 NM0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0841.degrees latitude (g = 980.6199 gals.).
 NM0841
 NM0841.The modeled gravity was interpolated from observed gravity values.
 NM0841
 NM0841;                    North         East    Units  Estimated Accuracy
 NM0841;SPC SD S     -    37,440.      909,070.      MT  (+/- 180 meters Scaled)
 NM0841
 NM0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN996200(NAD 83)
 NM0841
 NM0841                          SUPERSEDED SURVEY CONTROL
 NM0841
 NM0841  NGVD 29 (??/??/92)  339.128  (m)         1112.62   (f) ADJ UNCH    1 2
 NM0841
 NM0841.Superseded values are not recommended for survey control.
 NM0841
 NM0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0841.See file dsdata.pdf to determine how the superseded data were derived.
 NM0841
 NM0841_MARKER: B = BOLT
 NM0841_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NM0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0841
 NM0841  HISTORY     - Date     Condition        Report By
 NM0841  HISTORY     - 1905     MONUMENTED       CGS
 NM0841  HISTORY     - 1948     GOOD             CGS
 NM0841  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0841
 NM0841                          STATION DESCRIPTION
 NM0841
 NM0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0841'0.5 MI NW FROM JEFFERSON.
 NM0841'0.5 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0841'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, NEAR THE NORTHWEST
 NM0841'EDGE OF THE TOWN, AT A PRIVATE ROAD CROSSING, ABOUT 0.1 MILE
 NM0841'SOUTHEAST OF A BRICK FARMHOUSE, 30.3 FEET SOUTHWEST OF THE
 NM0841'SOUTHWEST RAIL OF THE TRACK, 13.0 FEET NORTHWEST OF THE CENTER
 NM0841'LINE OF THE ROAD, 16.8 FEET SOUTH OF THE SECOND POLE NORTHWEST
 NM0841'OF MILEPOST 103, 5.4 FEET SOUTH OF A CORNER FENCE POST, 3.8 FEET
 NM0841'SOUTHEAST OF A FENCE, 0.7 FOOT NORTHEAST OF A REFERENCE POST,
 NM0841'A ROUND IRON BOLT SET IN THE TOP OF A GRANITE POST AND SURROUNDED
 NM0841'BY THE LETTERS USBM CHISELED IN THE GRANITE.
 NM0841
 NM0841                          STATION RECOVERY (2012)
 NM0841
 NM0841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0841'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1010 ***********************************************************************
 PU1010  DESIGNATION -  G 4 B 1
 PU1010  PID         -  PU1010
 PU1010  STATE/COUNTY-  SD/MEADE
 PU1010  COUNTRY     -  US
 PU1010  USGS QUAD   -  ENNING (2017)
 PU1010
 PU1010                         *CURRENT SURVEY CONTROL
 PU1010  ______________________________________________________________________
 PU1010* NAD 83(1986) POSITION- 44 36 57.     (N) 102 34 14.     (W)   SCALED
 PU1010* NAVD 88 ORTHO HEIGHT -   911.338 (meters)     2989.95  (feet) ADJUSTED
 PU1010  ______________________________________________________________________
 PU1010  GEOID HEIGHT    -        -18.357 (meters)                     GEOID18
 PU1010  DYNAMIC HEIGHT  -        911.090 (meters)     2989.13  (feet) COMP
 PU1010  MODELED GRAVITY -    980,314.3   (mgal)                       NAVD 88
 PU1010
 PU1010  VERT ORDER      -  SECOND    CLASS 0
 PU1010
 PU1010.The horizontal coordinates were scaled from a map and have
 PU1010.an estimated accuracy of +/- 6 seconds.
 PU1010
 PU1010.The orthometric height was determined by differential leveling and
 PU1010.adjusted by the NATIONAL GEODETIC SURVEY
 PU1010.in June 1991.
 PU1010
 PU1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1010.GEOID18 height accuracy estimate available here.
 PU1010
 PU1010.Click photographs - Photos may exist for this station.
 PU1010
 PU1010.The dynamic height is computed by dividing the NAVD 88
 PU1010.geopotential number by the normal gravity value computed on the
 PU1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1010.degrees latitude (g = 980.6199 gals.).
 PU1010
 PU1010.The modeled gravity was interpolated from observed gravity values.
 PU1010
 PU1010;                    North         East    Units  Estimated Accuracy
 PU1010;SPC SD N     -    90,190.      396,010.      MT  (+/- 180 meters Scaled)
 PU1010
 PU1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK927431(NAD 83)
 PU1010
 PU1010                          SUPERSEDED SURVEY CONTROL
 PU1010
 PU1010  NGVD 29 (??/??/92)  910.86   (m)         2988.4    (f) COMPUTED    2 0
 PU1010
 PU1010.Superseded values are not recommended for survey control.
 PU1010
 PU1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1010.See file dsdata.pdf to determine how the superseded data were derived.
 PU1010
 PU1010_MARKER: Z = SEE DESCRIPTION
 PU1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1010_SP_SET: PIER
 PU1010_STAMPING: G 4 B1
 PU1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1010
 PU1010  HISTORY     - Date     Condition        Report By
 PU1010  HISTORY     - UNK      MONUMENTED       USAF
 PU1010  HISTORY     - 1962     GOOD             CGS
 PU1010
 PU1010                          STATION DESCRIPTION
 PU1010
 PU1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1010'3.6 MI N FROM ENNING.
 PU1010'3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1010'OFFICE AND STORE AT ENNING, THENCE 0.35 MILES WEST ALONG A
 PU1010'COUNTY ROAD, THENCE 0.2 MILE SOUTH ACROSS A HAY FIELD, ABOUT 200
 PU1010'FEET SOUTHWEST OF A FENCE CORNER, A TRIBRACH MOUNTED ON THE
 PU1010'TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE
 PU1010'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0813 ***********************************************************************
 PU0813  DESIGNATION -  G 401
 PU0813  PID         -  PU0813
 PU0813  STATE/COUNTY-  SD/MEADE
 PU0813  COUNTRY     -  US
 PU0813  USGS QUAD   -  STONEVILLE (2017)
 PU0813
 PU0813                         *CURRENT SURVEY CONTROL
 PU0813  ______________________________________________________________________
 PU0813* NAD 83(1986) POSITION- 44 42 16.     (N) 102 39 16.     (W)   SCALED
 PU0813* NAVD 88 ORTHO HEIGHT -   888.700 (meters)     2915.68  (feet) ADJUSTED
 PU0813  ______________________________________________________________________
 PU0813  GEOID HEIGHT    -        -18.056 (meters)                     GEOID18
 PU0813  DYNAMIC HEIGHT  -        888.475 (meters)     2914.94  (feet) COMP
 PU0813  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 PU0813
 PU0813  VERT ORDER      -  SECOND    CLASS 0
 PU0813
 PU0813.The horizontal coordinates were scaled from a map and have
 PU0813.an estimated accuracy of +/- 6 seconds.
 PU0813
 PU0813.The orthometric height was determined by differential leveling and
 PU0813.adjusted by the NATIONAL GEODETIC SURVEY
 PU0813.in June 1991.
 PU0813
 PU0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0813.GEOID18 height accuracy estimate available here.
 PU0813
 PU0813.Click photographs - Photos may exist for this station.
 PU0813
 PU0813.The dynamic height is computed by dividing the NAVD 88
 PU0813.geopotential number by the normal gravity value computed on the
 PU0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0813.degrees latitude (g = 980.6199 gals.).
 PU0813
 PU0813.The modeled gravity was interpolated from observed gravity values.
 PU0813
 PU0813;                    North         East    Units  Estimated Accuracy
 PU0813;SPC SD N     -   100,250.      389,680.      MT  (+/- 180 meters Scaled)
 PU0813
 PU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK858527(NAD 83)
 PU0813
 PU0813                          SUPERSEDED SURVEY CONTROL
 PU0813
 PU0813  NGVD 29 (??/??/92)  888.222  (m)         2914.11   (f) ADJ UNCH    2 0
 PU0813
 PU0813.Superseded values are not recommended for survey control.
 PU0813
 PU0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0813.See file dsdata.pdf to determine how the superseded data were derived.
 PU0813
 PU0813_MARKER: DB = BENCH MARK DISK
 PU0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0813_STAMPING: G 401 1962
 PU0813_MARK LOGO: CGS
 PU0813_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0813+STABILITY: SURFACE MOTION
 PU0813
 PU0813  HISTORY     - Date     Condition        Report By
 PU0813  HISTORY     - 1962     MONUMENTED       CGS
 PU0813
 PU0813                          STATION DESCRIPTION
 PU0813
 PU0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0813'2 MI S FROM STONEVILLE.
 PU0813'2.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0813'STONEVILLE, ABOUT 100 YARDS SOUTHWEST AND ACROSS THE ROAD FROM
 PU0813'A FARMHOUSE, 53 FEET WEST OF THE CENTER LINE OF THE ROAD, 74 FEET
 PU0813'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 PU0813'WEST, 54 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 2 FEET
 PU0813'EAST OF A POWER POLE, 3.5 FEET SOUTH OF A WITNESS POST, ABOUT
 PU0813'2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0813'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0190 ***********************************************************************
 QT0190  DESIGNATION -  G 402 RESET
 QT0190  PID         -  QT0190
 QT0190  STATE/COUNTY-  SD/MEADE
 QT0190  COUNTRY     -  US
 QT0190  USGS QUAD   -  MAURINE (2017)
 QT0190
 QT0190                         *CURRENT SURVEY CONTROL
 QT0190  ______________________________________________________________________
 QT0190* NAD 83(1986) POSITION- 45 01 23.     (N) 102 36 29.     (W)   SCALED
 QT0190* NAVD 88 ORTHO HEIGHT -   871.540 (meters)     2859.38  (feet) ADJUSTED
 QT0190  ______________________________________________________________________
 QT0190  GEOID HEIGHT    -        -17.991 (meters)                     GEOID18
 QT0190  DYNAMIC HEIGHT  -        871.352 (meters)     2858.76  (feet) COMP
 QT0190  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 QT0190
 QT0190  VERT ORDER      -  FIRST     CLASS II
 QT0190
 QT0190.The horizontal coordinates were scaled from a map and have
 QT0190.an estimated accuracy of +/- 6 seconds.
 QT0190
 QT0190.The orthometric height was determined by differential leveling and
 QT0190.adjusted by the NATIONAL GEODETIC SURVEY
 QT0190.in July 1998.
 QT0190
 QT0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0190.GEOID18 height accuracy estimate available here.
 QT0190
 QT0190.Click photographs - Photos may exist for this station.
 QT0190
 QT0190.The dynamic height is computed by dividing the NAVD 88
 QT0190.geopotential number by the normal gravity value computed on the
 QT0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0190.degrees latitude (g = 980.6199 gals.).
 QT0190
 QT0190.The modeled gravity was interpolated from observed gravity values.
 QT0190
 QT0190;                    North         East    Units  Estimated Accuracy
 QT0190;SPC SD N     -   135,520.      394,490.      MT  (+/- 180 meters Scaled)
 QT0190
 QT0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK884882(NAD 83)
 QT0190
 QT0190                          SUPERSEDED SURVEY CONTROL
 QT0190
 QT0190.No superseded survey control is available for this station.
 QT0190
 QT0190_MARKER: DB = BENCH MARK DISK
 QT0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0190_STAMPING: G 402 RESET 1966
 QT0190_MARK LOGO: CGS
 QT0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0190+STABILITY: SURFACE MOTION
 QT0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0190+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0190
 QT0190  HISTORY     - Date     Condition        Report By
 QT0190  HISTORY     - 1966     MONUMENTED       SDHD
 QT0190  HISTORY     - 1966     GOOD             CGS
 QT0190  HISTORY     - 19960425 GOOD             NGS
 QT0190
 QT0190                          STATION DESCRIPTION
 QT0190
 QT0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0190'0.7 MI W FROM MAURINE.
 QT0190'0.7 MILE WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0190'0.05 MILE EAST OF THE JUNCTION OF A DRIVEWAY SOUTH, 99 FEET SOUTH
 QT0190'OF THE CENTER OF U.S. HIGHWAY 212, 2.3 FEET EAST OF A METAL
 QT0190'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 QT0190'4 INCHES.
 QT0190
 QT0190                          STATION RECOVERY (1996)
 QT0190
 QT0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0190'21.7 KM (13.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0190'OFFICE IN MUD BUTTE, 832.0 M (2729.7 FT) EAST OF MILEPOST 86, 30.3 M
 QT0190'(99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 23.6 M (77.4 FT) SOUTH OF A
 QT0190'UTILITY POLE, 0.7 M (2.3 FT) EAST OF A WITNESS POST, 0.5 M (1.6 FT)
 QT0190'SOUTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 QT0190'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 QT0190'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0782 ***********************************************************************
 PU0782  DESIGNATION -  G 403
 PU0782  PID         -  PU0782
 PU0782  STATE/COUNTY-  SD/MEADE
 PU0782  COUNTRY     -  US
 PU0782  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0782
 PU0782                         *CURRENT SURVEY CONTROL
 PU0782  ______________________________________________________________________
 PU0782* NAD 83(1986) POSITION- 44 58 51.     (N) 102 39 17.     (W)   SCALED
 PU0782* NAVD 88 ORTHO HEIGHT -   863.558 (meters)     2833.19  (feet) ADJUSTED
 PU0782  ______________________________________________________________________
 PU0782  GEOID HEIGHT    -        -17.901 (meters)                     GEOID18
 PU0782  DYNAMIC HEIGHT  -        863.366 (meters)     2832.56  (feet) COMP
 PU0782  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 PU0782
 PU0782  VERT ORDER      -  SECOND    CLASS 0
 PU0782
 PU0782.The horizontal coordinates were scaled from a map and have
 PU0782.an estimated accuracy of +/- 6 seconds.
 PU0782
 PU0782.The orthometric height was determined by differential leveling and
 PU0782.adjusted by the NATIONAL GEODETIC SURVEY
 PU0782.in June 1991.
 PU0782
 PU0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0782.GEOID18 height accuracy estimate available here.
 PU0782
 PU0782.Click photographs - Photos may exist for this station.
 PU0782
 PU0782.The dynamic height is computed by dividing the NAVD 88
 PU0782.geopotential number by the normal gravity value computed on the
 PU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0782.degrees latitude (g = 980.6199 gals.).
 PU0782
 PU0782.The modeled gravity was interpolated from observed gravity values.
 PU0782
 PU0782;                    North         East    Units  Estimated Accuracy
 PU0782;SPC SD N     -   130,950.      390,660.      MT  (+/- 180 meters Scaled)
 PU0782
 PU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849834(NAD 83)
 PU0782
 PU0782                          SUPERSEDED SURVEY CONTROL
 PU0782
 PU0782  NGVD 29 (??/??/92)  863.084  (m)         2831.63   (f) ADJ UNCH    2 0
 PU0782
 PU0782.Superseded values are not recommended for survey control.
 PU0782
 PU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0782.See file dsdata.pdf to determine how the superseded data were derived.
 PU0782
 PU0782_MARKER: DB = BENCH MARK DISK
 PU0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0782_STAMPING: G 403 1962
 PU0782_MARK LOGO: CGS
 PU0782_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0782+STABILITY: SURFACE MOTION
 PU0782
 PU0782  HISTORY     - Date     Condition        Report By
 PU0782  HISTORY     - 1962     MONUMENTED       CGS
 PU0782
 PU0782                          STATION DESCRIPTION
 PU0782
 PU0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0782'6 MI SW FROM MAURINE.
 PU0782'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0782'THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, ON THE TOP OF A
 PU0782'SMALL HILL, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 1/2
 PU0782'FEET NORTH OF A POWER POLE, 18 FEET SOUTH OF THE CENTER OF A
 PU0782'GATE, 2.0 FEET EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS
 PU0782'POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0782'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0726 ***********************************************************************
 PU0726  DESIGNATION -  G 404
 PU0726  PID         -  PU0726
 PU0726  STATE/COUNTY-  SD/MEADE
 PU0726  COUNTRY     -  US
 PU0726  USGS QUAD   -  CAMP CREEK (2017)
 PU0726
 PU0726                         *CURRENT SURVEY CONTROL
 PU0726  ______________________________________________________________________
 PU0726* NAD 83(1986) POSITION- 44 54 06.     (N) 102 53 09.     (W)   SCALED
 PU0726* NAVD 88 ORTHO HEIGHT -   817.852 (meters)     2683.24  (feet) ADJUSTED
 PU0726  ______________________________________________________________________
 PU0726  GEOID HEIGHT    -        -17.434 (meters)                     GEOID18
 PU0726  DYNAMIC HEIGHT  -        817.679 (meters)     2682.67  (feet) COMP
 PU0726  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 PU0726
 PU0726  VERT ORDER      -  SECOND    CLASS 0
 PU0726
 PU0726.The horizontal coordinates were scaled from a map and have
 PU0726.an estimated accuracy of +/- 6 seconds.
 PU0726
 PU0726.The orthometric height was determined by differential leveling and
 PU0726.adjusted by the NATIONAL GEODETIC SURVEY
 PU0726.in June 1991.
 PU0726
 PU0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0726.GEOID18 height accuracy estimate available here.
 PU0726
 PU0726.Click photographs - Photos may exist for this station.
 PU0726
 PU0726.The dynamic height is computed by dividing the NAVD 88
 PU0726.geopotential number by the normal gravity value computed on the
 PU0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0726.degrees latitude (g = 980.6199 gals.).
 PU0726
 PU0726.The modeled gravity was interpolated from observed gravity values.
 PU0726
 PU0726;                    North         East    Units  Estimated Accuracy
 PU0726;SPC SD N     -   122,780.      372,130.      MT  (+/- 180 meters Scaled)
 PU0726
 PU0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK669742(NAD 83)
 PU0726
 PU0726                          SUPERSEDED SURVEY CONTROL
 PU0726
 PU0726  NGVD 29 (??/??/92)  817.385  (m)         2681.70   (f) ADJ UNCH    2 0
 PU0726
 PU0726.Superseded values are not recommended for survey control.
 PU0726
 PU0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0726.See file dsdata.pdf to determine how the superseded data were derived.
 PU0726
 PU0726_MARKER: DB = BENCH MARK DISK
 PU0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0726_STAMPING: G 404 1962
 PU0726_MARK LOGO: CGS
 PU0726_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0726+STABILITY: SURFACE MOTION
 PU0726
 PU0726  HISTORY     - Date     Condition        Report By
 PU0726  HISTORY     - 1962     MONUMENTED       CGS
 PU0726
 PU0726                          STATION DESCRIPTION
 PU0726
 PU0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0726'2.4 MI NE FROM SULPHUR.
 PU0726'2.45 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE STORE
 PU0726'AT SULPHUR, 0.3 MILE SOUTHWEST OF A HOUSE AT CAMP CREEK, 1 POLE
 PU0726'SOUTH OF A RIGHT-ANGLE IN POWER LINE, 91 FEET SOUTH-SOUTHEAST
 PU0726'OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH-NORTHWEST OF A
 PU0726'POWER POLE, 2.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 PU0726'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0726'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0977 ***********************************************************************
 PU0977  DESIGNATION -  G 405
 PU0977  PID         -  PU0977
 PU0977  STATE/COUNTY-  SD/MEADE
 PU0977  COUNTRY     -  US
 PU0977  USGS QUAD   -  OPAL WEST (2017)
 PU0977
 PU0977                         *CURRENT SURVEY CONTROL
 PU0977  ______________________________________________________________________
 PU0977* NAD 83(1986) POSITION- 44 53 34.     (N) 102 33 10.     (W)   SCALED
 PU0977* NAVD 88 ORTHO HEIGHT -   818.959 (meters)     2686.87  (feet) ADJUSTED
 PU0977  ______________________________________________________________________
 PU0977  GEOID HEIGHT    -        -18.215 (meters)                     GEOID18
 PU0977  DYNAMIC HEIGHT  -        818.782 (meters)     2686.29  (feet) COMP
 PU0977  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 PU0977
 PU0977  VERT ORDER      -  SECOND    CLASS 0
 PU0977
 PU0977.The horizontal coordinates were scaled from a map and have
 PU0977.an estimated accuracy of +/- 6 seconds.
 PU0977
 PU0977.The orthometric height was determined by differential leveling and
 PU0977.adjusted by the NATIONAL GEODETIC SURVEY
 PU0977.in June 1991.
 PU0977
 PU0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0977.GEOID18 height accuracy estimate available here.
 PU0977
 PU0977.Click photographs - Photos may exist for this station.
 PU0977
 PU0977.The dynamic height is computed by dividing the NAVD 88
 PU0977.geopotential number by the normal gravity value computed on the
 PU0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0977.degrees latitude (g = 980.6199 gals.).
 PU0977
 PU0977.The modeled gravity was interpolated from observed gravity values.
 PU0977
 PU0977;                    North         East    Units  Estimated Accuracy
 PU0977;SPC SD N     -   120,910.      398,390.      MT  (+/- 180 meters Scaled)
 PU0977
 PU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK932739(NAD 83)
 PU0977
 PU0977                          SUPERSEDED SURVEY CONTROL
 PU0977
 PU0977  NGVD 29 (??/??/92)  818.497  (m)         2685.35   (f) ADJ UNCH    2 0
 PU0977
 PU0977.Superseded values are not recommended for survey control.
 PU0977
 PU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0977.See file dsdata.pdf to determine how the superseded data were derived.
 PU0977
 PU0977_MARKER: DB = BENCH MARK DISK
 PU0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0977_STAMPING: G 405 1962
 PU0977_MARK LOGO: CGS
 PU0977_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0977+STABILITY: SURFACE MOTION
 PU0977
 PU0977  HISTORY     - Date     Condition        Report By
 PU0977  HISTORY     - 1962     MONUMENTED       CGS
 PU0977
 PU0977                          STATION DESCRIPTION
 PU0977
 PU0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0977'3.2 MI W FROM OPAL.
 PU0977'3.2 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, 50
 PU0977'FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET EAST
 PU0977'OF THE EAST END OF A GATE, 1 1/2 FEET WEST OF A POWER LINE POLE,
 PU0977'4.0 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST,
 PU0977'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A
 PU0977'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1711 ***********************************************************************
 PU1711  DESIGNATION -  G 406
 PU1711  PID         -  PU1711
 PU1711  STATE/COUNTY-  SD/LAWRENCE
 PU1711  COUNTRY     -  US
 PU1711  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1711
 PU1711                         *CURRENT SURVEY CONTROL
 PU1711  ______________________________________________________________________
 PU1711* NAD 83(1986) POSITION- 44 26 03.     (N) 103 39 40.     (W)   SCALED
 PU1711* NAVD 88 ORTHO HEIGHT -  1230.600 (meters)     4037.39  (feet) ADJUSTED
 PU1711  ______________________________________________________________________
 PU1711  GEOID HEIGHT    -        -14.691 (meters)                     GEOID18
 PU1711  DYNAMIC HEIGHT  -       1230.177 (meters)     4036.01  (feet) COMP
 PU1711  MODELED GRAVITY -    980,230.1   (mgal)                       NAVD 88
 PU1711
 PU1711  VERT ORDER      -  SECOND    CLASS 0
 PU1711
 PU1711.The horizontal coordinates were scaled from a map and have
 PU1711.an estimated accuracy of +/- 6 seconds.
 PU1711
 PU1711.The orthometric height was determined by differential leveling and
 PU1711.adjusted by the NATIONAL GEODETIC SURVEY
 PU1711.in June 1991.
 PU1711
 PU1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1711.GEOID18 height accuracy estimate available here.
 PU1711
 PU1711.Click photographs - Photos may exist for this station.
 PU1711
 PU1711.The dynamic height is computed by dividing the NAVD 88
 PU1711.geopotential number by the normal gravity value computed on the
 PU1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1711.degrees latitude (g = 980.6199 gals.).
 PU1711
 PU1711.The modeled gravity was interpolated from observed gravity values.
 PU1711
 PU1711;                    North         East    Units  Estimated Accuracy
 PU1711;SPC SD N     -    73,360.      308,610.      MT  (+/- 180 meters Scaled)
 PU1711
 PU1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK065209(NAD 83)
 PU1711
 PU1711                          SUPERSEDED SURVEY CONTROL
 PU1711
 PU1711  NGVD 29 (??/??/92) 1230.059  (m)         4035.62   (f) ADJ UNCH    2 0
 PU1711
 PU1711.Superseded values are not recommended for survey control.
 PU1711
 PU1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1711.See file dsdata.pdf to determine how the superseded data were derived.
 PU1711
 PU1711_MARKER: DB = BENCH MARK DISK
 PU1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1711_STAMPING: G 406 1962
 PU1711_MARK LOGO: CGS
 PU1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1711+STABILITY: SURFACE MOTION
 PU1711
 PU1711  HISTORY     - Date     Condition        Report By
 PU1711  HISTORY     - 1962     MONUMENTED       CGS
 PU1711
 PU1711                          STATION DESCRIPTION
 PU1711
 PU1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1711'3.4 MI SW FROM WHITEWOOD.
 PU1711'3.4 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE CHICAGO CENTER
 PU1711'LINE OF THE ROAD, 60 FEET EAST OF THE CENTER LINE OF A FARM
 PU1711'ROAD SOUTH, 38 FEET SOUTHWEST OF TELEPHONE POLE 6, 2.1 FEET
 PU1711'NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PU1711'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1122 ***********************************************************************
 PU1122  DESIGNATION -  G 407
 PU1122  PID         -  PU1122
 PU1122  STATE/COUNTY-  SD/BUTTE
 PU1122  COUNTRY     -  US
 PU1122  USGS QUAD   -  VALE (2017)
 PU1122
 PU1122                         *CURRENT SURVEY CONTROL
 PU1122  ______________________________________________________________________
 PU1122* NAD 83(1986) POSITION- 44 37 17.     (N) 103 28 15.     (W)   SCALED
 PU1122* NAVD 88 ORTHO HEIGHT -   866.781 (meters)     2843.76  (feet) ADJUSTED
 PU1122  ______________________________________________________________________
 PU1122  GEOID HEIGHT    -        -16.132 (meters)                     GEOID18
 PU1122  DYNAMIC HEIGHT  -        866.550 (meters)     2843.01  (feet) COMP
 PU1122  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 PU1122
 PU1122  VERT ORDER      -  SECOND    CLASS 0
 PU1122
 PU1122.The horizontal coordinates were scaled from a map and have
 PU1122.an estimated accuracy of +/- 6 seconds.
 PU1122
 PU1122.The orthometric height was determined by differential leveling and
 PU1122.adjusted by the NATIONAL GEODETIC SURVEY
 PU1122.in June 1991.
 PU1122
 PU1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1122.GEOID18 height accuracy estimate available here.
 PU1122
 PU1122.Click photographs - Photos may exist for this station.
 PU1122
 PU1122.The dynamic height is computed by dividing the NAVD 88
 PU1122.geopotential number by the normal gravity value computed on the
 PU1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1122.degrees latitude (g = 980.6199 gals.).
 PU1122
 PU1122.The modeled gravity was interpolated from observed gravity values.
 PU1122
 PU1122;                    North         East    Units  Estimated Accuracy
 PU1122;SPC SD N     -    93,470.      324,630.      MT  (+/- 180 meters Scaled)
 PU1122
 PU1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK213420(NAD 83)
 PU1122
 PU1122                          SUPERSEDED SURVEY CONTROL
 PU1122
 PU1122  NGVD 29 (??/??/92)  866.296  (m)         2842.17   (f) ADJ UNCH    2 0
 PU1122
 PU1122.Superseded values are not recommended for survey control.
 PU1122
 PU1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1122.See file dsdata.pdf to determine how the superseded data were derived.
 PU1122
 PU1122_MARKER: DB = BENCH MARK DISK
 PU1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1122_STAMPING: G 407 1962
 PU1122_MARK LOGO: CGS
 PU1122_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1122+STABILITY: SURFACE MOTION
 PU1122
 PU1122  HISTORY     - Date     Condition        Report By
 PU1122  HISTORY     - 1962     MONUMENTED       CGS
 PU1122
 PU1122                          STATION DESCRIPTION
 PU1122
 PU1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1122'3.6 MI W FROM VALE.
 PU1122'3.55 MILES WEST AND NORTHWEST ALONG A ROAD FROM THE POST OFFICE
 PU1122'AT VALE, 0.25 MILE NORTHWEST OF A CURVE IN THE ROAD WITH TANGENTS
 PU1122'EAST AND NORTHWEST, 0.05 MILE SOUTHEAST OF A BRIDGE OVER
 PU1122'WHITEWOOD CREEK, 0.2 MILE SOUTHEAST OF A RIGHT ANGLE TURN IN
 PU1122'THE ROAD, 29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PU1122'2.5 FEET NORTHWEST OF A WITNESS POST, 1.7 FEET SOUTHWEST OF A
 PU1122'FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU1122'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1174 ***********************************************************************
 PU1174  DESIGNATION -  G 408
 PU1174  PID         -  PU1174
 PU1174  STATE/COUNTY-  SD/BUTTE
 PU1174  COUNTRY     -  US
 PU1174  USGS QUAD   -  VALE SE (2017)
 PU1174
 PU1174                         *CURRENT SURVEY CONTROL
 PU1174  ______________________________________________________________________
 PU1174* NAD 83(1986) POSITION- 44 36 17.     (N) 103 20 46.     (W)   SCALED
 PU1174* NAVD 88 ORTHO HEIGHT -   876.532 (meters)     2875.76  (feet) ADJUSTED
 PU1174  ______________________________________________________________________
 PU1174  GEOID HEIGHT    -        -16.446 (meters)                     GEOID18
 PU1174  DYNAMIC HEIGHT  -        876.299 (meters)     2874.99  (feet) COMP
 PU1174  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 PU1174
 PU1174  VERT ORDER      -  SECOND    CLASS 0
 PU1174
 PU1174.The horizontal coordinates were scaled from a map and have
 PU1174.an estimated accuracy of +/- 6 seconds.
 PU1174
 PU1174.The orthometric height was determined by differential leveling and
 PU1174.adjusted by the NATIONAL GEODETIC SURVEY
 PU1174.in June 1991.
 PU1174
 PU1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1174.GEOID18 height accuracy estimate available here.
 PU1174
 PU1174.Click photographs - Photos may exist for this station.
 PU1174
 PU1174.The dynamic height is computed by dividing the NAVD 88
 PU1174.geopotential number by the normal gravity value computed on the
 PU1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1174.degrees latitude (g = 980.6199 gals.).
 PU1174
 PU1174.The modeled gravity was interpolated from observed gravity values.
 PU1174
 PU1174;                    North         East    Units  Estimated Accuracy
 PU1174;SPC SD N     -    91,210.      334,450.      MT  (+/- 180 meters Scaled)
 PU1174
 PU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK312403(NAD 83)
 PU1174
 PU1174                          SUPERSEDED SURVEY CONTROL
 PU1174
 PU1174  NGVD 29 (??/??/92)  876.049  (m)         2874.17   (f) ADJ UNCH    2 0
 PU1174
 PU1174.Superseded values are not recommended for survey control.
 PU1174
 PU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1174.See file dsdata.pdf to determine how the superseded data were derived.
 PU1174
 PU1174_MARKER: DB = BENCH MARK DISK
 PU1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1174_STAMPING: G 408 1962
 PU1174_MARK LOGO: CGS
 PU1174_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1174+STABILITY: SURFACE MOTION
 PU1174
 PU1174  HISTORY     - Date     Condition        Report By
 PU1174  HISTORY     - 1962     MONUMENTED       CGS
 PU1174
 PU1174                          STATION DESCRIPTION
 PU1174
 PU1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1174'3.8 MI SE FROM VALE.
 PU1174'2.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1174'1.0 MILE SOUTH ALONG A ROAD, 28 FEET EAST OF THE CENTER LINE OF THE
 PU1174'ROAD, 41 1/2 FEET NORTH OF THE CENTER LINE OF A CROSS ROAD, 11 FEET
 PU1174'NORTHWEST OF A POWER POLE, 3.0 FEET WEST OF A FENCE, 1.5 FEET
 PU1174'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE
 PU1174'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1029 ***********************************************************************
 PU1029  DESIGNATION -  G 409
 PU1029  PID         -  PU1029
 PU1029  STATE/COUNTY-  SD/MEADE
 PU1029  COUNTRY     -  US
 PU1029  USGS QUAD   -  UNION CENTER (2017)
 PU1029
 PU1029                         *CURRENT SURVEY CONTROL
 PU1029  ______________________________________________________________________
 PU1029* NAD 83(1986) POSITION- 44 32 47.     (N) 102 40 57.     (W)   SCALED
 PU1029* NAVD 88 ORTHO HEIGHT -   872.583 (meters)     2862.80  (feet) ADJUSTED
 PU1029  ______________________________________________________________________
 PU1029  GEOID HEIGHT    -        -18.161 (meters)                     GEOID18
 PU1029  DYNAMIC HEIGHT  -        872.340 (meters)     2862.00  (feet) COMP
 PU1029  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 PU1029
 PU1029  VERT ORDER      -  SECOND    CLASS 0
 PU1029
 PU1029.The horizontal coordinates were scaled from a map and have
 PU1029.an estimated accuracy of +/- 6 seconds.
 PU1029
 PU1029.The orthometric height was determined by differential leveling and
 PU1029.adjusted by the NATIONAL GEODETIC SURVEY
 PU1029.in June 1991.
 PU1029
 PU1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1029.GEOID18 height accuracy estimate available here.
 PU1029
 PU1029.Click photographs - Photos may exist for this station.
 PU1029
 PU1029.The dynamic height is computed by dividing the NAVD 88
 PU1029.geopotential number by the normal gravity value computed on the
 PU1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1029.degrees latitude (g = 980.6199 gals.).
 PU1029
 PU1029.The modeled gravity was interpolated from observed gravity values.
 PU1029
 PU1029;                    North         East    Units  Estimated Accuracy
 PU1029;SPC SD N     -    82,770.      386,880.      MT  (+/- 180 meters Scaled)
 PU1029
 PU1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK840351(NAD 83)
 PU1029
 PU1029                          SUPERSEDED SURVEY CONTROL
 PU1029
 PU1029  NGVD 29 (??/??/92)  872.095  (m)         2861.20   (f) ADJ UNCH    2 0
 PU1029
 PU1029.Superseded values are not recommended for survey control.
 PU1029
 PU1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1029.See file dsdata.pdf to determine how the superseded data were derived.
 PU1029
 PU1029_MARKER: DB = BENCH MARK DISK
 PU1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1029_STAMPING: G 409 1962
 PU1029_MARK LOGO: CGS
 PU1029_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1029+STABILITY: SURFACE MOTION
 PU1029
 PU1029  HISTORY     - Date     Condition        Report By
 PU1029  HISTORY     - 1962     MONUMENTED       CGS
 PU1029
 PU1029                          STATION DESCRIPTION
 PU1029
 PU1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1029'1.7 MI SW FROM UNION CENTER.
 PU1029'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU1029'CENTER, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 80
 PU1029'YARDS NORTHEAST AND ACROSS THE ROAD FROM A WINDMILL, 135 FEET
 PU1029'NORTH OF THE CENTER LINE OF AN ABANDONED EAST-WEST ROAD, 32 FEET
 PU1029'EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE,
 PU1029'1.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU1029'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0981 ***********************************************************************
 PU0981  DESIGNATION -  G 410
 PU0981  PID         -  PU0981
 PU0981  STATE/COUNTY-  SD/MEADE
 PU0981  COUNTRY     -  US
 PU0981  USGS QUAD   -  OPAL WEST SE (2017)
 PU0981
 PU0981                         *CURRENT SURVEY CONTROL
 PU0981  ______________________________________________________________________
 PU0981* NAD 83(1986) POSITION- 44 47 58.     (N) 102 31 55.     (W)   SCALED
 PU0981* NAVD 88 ORTHO HEIGHT -   750.297 (meters)     2461.60  (feet) ADJUSTED
 PU0981  ______________________________________________________________________
 PU0981  GEOID HEIGHT    -        -18.362 (meters)                     GEOID18
 PU0981  DYNAMIC HEIGHT  -        750.127 (meters)     2461.04  (feet) COMP
 PU0981  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 PU0981
 PU0981  VERT ORDER      -  SECOND    CLASS 0
 PU0981
 PU0981.The horizontal coordinates were scaled from a map and have
 PU0981.an estimated accuracy of +/- 6 seconds.
 PU0981
 PU0981.The orthometric height was determined by differential leveling and
 PU0981.adjusted by the NATIONAL GEODETIC SURVEY
 PU0981.in June 1991.
 PU0981
 PU0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0981.GEOID18 height accuracy estimate available here.
 PU0981
 PU0981.Click photographs - Photos may exist for this station.
 PU0981
 PU0981.The dynamic height is computed by dividing the NAVD 88
 PU0981.geopotential number by the normal gravity value computed on the
 PU0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0981.degrees latitude (g = 980.6199 gals.).
 PU0981
 PU0981.The modeled gravity was interpolated from observed gravity values.
 PU0981
 PU0981;                    North         East    Units  Estimated Accuracy
 PU0981;SPC SD N     -   110,490.      399,710.      MT  (+/- 180 meters Scaled)
 PU0981
 PU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK951636(NAD 83)
 PU0981
 PU0981                          SUPERSEDED SURVEY CONTROL
 PU0981
 PU0981  NGVD 29 (??/??/92)  749.834  (m)         2460.08   (f) ADJ UNCH    2 0
 PU0981
 PU0981.Superseded values are not recommended for survey control.
 PU0981
 PU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0981.See file dsdata.pdf to determine how the superseded data were derived.
 PU0981
 PU0981_MARKER: DB = BENCH MARK DISK
 PU0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0981_STAMPING: G 410 1962
 PU0981_MARK LOGO: CGS
 PU0981_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0981+STABILITY: SURFACE MOTION
 PU0981
 PU0981  HISTORY     - Date     Condition        Report By
 PU0981  HISTORY     - 1962     MONUMENTED       CGS
 PU0981
 PU0981                          STATION DESCRIPTION
 PU0981
 PU0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0981'8.6 MI N FROM RED OWL.
 PU0981'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0981'1.0 MILE EAST AND 5.85 MILES NORTH ALONG ROADS, 0.05 MILE NORTH
 PU0981'OF A WOODEN BRIDGE OVER SULPHUR CREEK, AT A CURVE IN THE
 PU0981'ROAD WITH TANGENTS SOUTH AND EAST AND AT THE JUNCTION OF A DIRT
 PU0981'ROAD NORTH, 65 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0981'51 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 10 FEET
 PU0981'NORTH OF SOUTHWEST FENCE CORNER, 1.5 FEET WEST OF A FENCE,
 PU0981'1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 PU0981'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0692 ***********************************************************************
 PU0692  DESIGNATION -  G 411
 PU0692  PID         -  PU0692
 PU0692  STATE/COUNTY-  SD/MEADE
 PU0692  COUNTRY     -  US
 PU0692  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0692
 PU0692                         *CURRENT SURVEY CONTROL
 PU0692  ______________________________________________________________________
 PU0692* NAD 83(1986) POSITION- 44 29 32.     (N) 102 33 45.     (W)   SCALED
 PU0692* NAVD 88 ORTHO HEIGHT -   831.608 (meters)     2728.37  (feet) ADJUSTED
 PU0692  ______________________________________________________________________
 PU0692  GEOID HEIGHT    -        -18.517 (meters)                     GEOID18
 PU0692  DYNAMIC HEIGHT  -        831.380 (meters)     2727.62  (feet) COMP
 PU0692  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 PU0692
 PU0692  VERT ORDER      -  SECOND    CLASS 0
 PU0692
 PU0692.The horizontal coordinates were scaled from a map and have
 PU0692.an estimated accuracy of +/- 6 seconds.
 PU0692
 PU0692.The orthometric height was determined by differential leveling and
 PU0692.adjusted by the NATIONAL GEODETIC SURVEY
 PU0692.in June 1991.
 PU0692
 PU0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0692.GEOID18 height accuracy estimate available here.
 PU0692
 PU0692.Click photographs - Photos may exist for this station.
 PU0692
 PU0692.The dynamic height is computed by dividing the NAVD 88
 PU0692.geopotential number by the normal gravity value computed on the
 PU0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0692.degrees latitude (g = 980.6199 gals.).
 PU0692
 PU0692.The modeled gravity was interpolated from observed gravity values.
 PU0692
 PU0692;                    North         East    Units  Estimated Accuracy
 PU0692;SPC SD N     -    76,440.      396,220.      MT  (+/- 180 meters Scaled)
 PU0692
 PU0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK938294(NAD 83)
 PU0692
 PU0692                          SUPERSEDED SURVEY CONTROL
 PU0692
 PU0692  NGVD 29 (??/??/92)  831.140  (m)         2726.83   (f) ADJ UNCH    2 0
 PU0692
 PU0692.Superseded values are not recommended for survey control.
 PU0692
 PU0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0692.See file dsdata.pdf to determine how the superseded data were derived.
 PU0692
 PU0692_MARKER: DB = BENCH MARK DISK
 PU0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0692_STAMPING: G 411 1962
 PU0692_MARK LOGO: CGS
 PU0692_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0692+STABILITY: SURFACE MOTION
 PU0692
 PU0692  HISTORY     - Date     Condition        Report By
 PU0692  HISTORY     - 1962     MONUMENTED       CGS
 PU0692
 PU0692                          STATION DESCRIPTION
 PU0692
 PU0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0692'5.8 MI S FROM ENNING.
 PU0692'5.75 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0692'40 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A
 PU0692'FENCE, 4 FEET WEST OF A POWER POLE, 2.0 FEET SOUTHWEST OF A
 PU0692'WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD AND IN THE TOP
 PU0692'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1225 ***********************************************************************
 PU1225  DESIGNATION -  G 412
 PU1225  PID         -  PU1225
 PU1225  STATE/COUNTY-  SD/BUTTE
 PU1225  COUNTRY     -  US
 PU1225  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1225
 PU1225                         *CURRENT SURVEY CONTROL
 PU1225  ______________________________________________________________________
 PU1225* NAD 83(1986) POSITION- 44 43 30.     (N) 103 10 06.     (W)   SCALED
 PU1225* NAVD 88 ORTHO HEIGHT -   888.103 (meters)     2913.72  (feet) ADJUSTED
 PU1225  ______________________________________________________________________
 PU1225  GEOID HEIGHT    -        -16.946 (meters)                     GEOID18
 PU1225  DYNAMIC HEIGHT  -        887.872 (meters)     2912.96  (feet) COMP
 PU1225  MODELED GRAVITY -    980,327.3   (mgal)                       NAVD 88
 PU1225
 PU1225  VERT ORDER      -  SECOND    CLASS 0
 PU1225
 PU1225.The horizontal coordinates were scaled from a map and have
 PU1225.an estimated accuracy of +/- 6 seconds.
 PU1225
 PU1225.The orthometric height was determined by differential leveling and
 PU1225.adjusted by the NATIONAL GEODETIC SURVEY
 PU1225.in June 1991.
 PU1225
 PU1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1225.GEOID18 height accuracy estimate available here.
 PU1225
 PU1225.Click photographs - Photos may exist for this station.
 PU1225
 PU1225.The dynamic height is computed by dividing the NAVD 88
 PU1225.geopotential number by the normal gravity value computed on the
 PU1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1225.degrees latitude (g = 980.6199 gals.).
 PU1225
 PU1225.The modeled gravity was interpolated from observed gravity values.
 PU1225
 PU1225;                    North         East    Units  Estimated Accuracy
 PU1225;SPC SD N     -   104,000.      349,070.      MT  (+/- 180 meters Scaled)
 PU1225
 PU1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK450540(NAD 83)
 PU1225
 PU1225                          SUPERSEDED SURVEY CONTROL
 PU1225
 PU1225  NGVD 29 (??/??/92)  887.612  (m)         2912.11   (f) ADJ UNCH    2 0
 PU1225
 PU1225.Superseded values are not recommended for survey control.
 PU1225
 PU1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1225.See file dsdata.pdf to determine how the superseded data were derived.
 PU1225
 PU1225_MARKER: DB = BENCH MARK DISK
 PU1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1225_STAMPING: G 412 1963
 PU1225_MARK LOGO: CGS
 PU1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1225+STABILITY: SURFACE MOTION
 PU1225
 PU1225  HISTORY     - Date     Condition        Report By
 PU1225  HISTORY     - 1963     MONUMENTED       CGS
 PU1225
 PU1225                          STATION DESCRIPTION
 PU1225
 PU1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1225'13.3 MI E FROM NEWELL.
 PU1225'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1225'AT NEWELL, THENCE 12.1 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1225'0.8 MILE EAST OF A 50-FOOT WOODEN BRDGE OVER EIGHT MILE CREEK,
 PU1225'ON THE INSIDE AND AT THE WEST END OF A CURVE IN THE ROAD, 74 FEET
 PU1225'NORTH OF THE CENTERLINE OF THE ROAD, 27.5 FEET WEST OF THE
 PU1225'CENTER OF A WIRE GATE ACROSS A DRIVEWAY LEADING NORTH TO A
 PU1225'PASTURE, 2.5 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL
 PU1225'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU1225'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1333 ***********************************************************************
 PU1333  DESIGNATION -  G 413
 PU1333  PID         -  PU1333
 PU1333  STATE/COUNTY-  SD/BUTTE
 PU1333  COUNTRY     -  US
 PU1333  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1333
 PU1333                         *CURRENT SURVEY CONTROL
 PU1333  ______________________________________________________________________
 PU1333* NAD 83(1986) POSITION- 44 47 08.     (N) 103 21 51.     (W)   SCALED
 PU1333* NAVD 88 ORTHO HEIGHT -   873.043 (meters)     2864.31  (feet) ADJUSTED
 PU1333  ______________________________________________________________________
 PU1333  GEOID HEIGHT    -        -16.501 (meters)                     GEOID18
 PU1333  DYNAMIC HEIGHT  -        872.827 (meters)     2863.60  (feet) COMP
 PU1333  MODELED GRAVITY -    980,341.0   (mgal)                       NAVD 88
 PU1333
 PU1333  VERT ORDER      -  SECOND    CLASS 0
 PU1333
 PU1333.The horizontal coordinates were scaled from a map and have
 PU1333.an estimated accuracy of +/- 6 seconds.
 PU1333
 PU1333.The orthometric height was determined by differential leveling and
 PU1333.adjusted by the NATIONAL GEODETIC SURVEY
 PU1333.in June 1991.
 PU1333
 PU1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1333.GEOID18 height accuracy estimate available here.
 PU1333
 PU1333.Click photographs - Photos may exist for this station.
 PU1333
 PU1333.The dynamic height is computed by dividing the NAVD 88
 PU1333.geopotential number by the normal gravity value computed on the
 PU1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1333.degrees latitude (g = 980.6199 gals.).
 PU1333
 PU1333.The modeled gravity was interpolated from observed gravity values.
 PU1333
 PU1333;                    North         East    Units  Estimated Accuracy
 PU1333;SPC SD N     -   111,340.      333,850.      MT  (+/- 180 meters Scaled)
 PU1333
 PU1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK294604(NAD 83)
 PU1333
 PU1333                          SUPERSEDED SURVEY CONTROL
 PU1333
 PU1333  NGVD 29 (??/??/92)  872.567  (m)         2862.75   (f) ADJ UNCH    2 0
 PU1333
 PU1333.Superseded values are not recommended for survey control.
 PU1333
 PU1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1333.See file dsdata.pdf to determine how the superseded data were derived.
 PU1333
 PU1333_MARKER: DB = BENCH MARK DISK
 PU1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1333_STAMPING: G 413 1963
 PU1333_MARK LOGO: CGS
 PU1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1333+STABILITY: SURFACE MOTION
 PU1333
 PU1333  HISTORY     - Date     Condition        Report By
 PU1333  HISTORY     - 1963     MONUMENTED       CGS
 PU1333
 PU1333                          STATION DESCRIPTION
 PU1333
 PU1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1333'6.6 MI NE FROM NEWELL.
 PU1333'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1333'SCHOOL AT NEWELL, THENCE 3.1 MILES NORTH ALONG A GRAVELED ROAD,
 PU1333'ON THE NORTH SLOPE OF A LONG HILL, AT THE JUNCTION OF A DRIVEWAY
 PU1333'LEADING EAST TO A PASTURE, 124 FEET NORTHEAST AND ACROSS THE
 PU1333'ROAD FROM TELEPHONE POLE NO. 10 WHICH IS THE SECOND POLE NORTH
 PU1333'OF THE TOP OF THE HILL, 33 FEET EAST OF THE CENTERLINE OF THE
 PU1333'ROAD, 20.5 FEET NORTH OF THE CENTER OF A WIRE GATE ACROSS
 PU1333'THE DRIVEWAY, 2.0 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A
 PU1333'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PU1333'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0265 ***********************************************************************
 QT0265  DESIGNATION -  G 414 RESET
 QT0265  PID         -  QT0265
 QT0265  STATE/COUNTY-  SD/BUTTE
 QT0265  COUNTRY     -  US
 QT0265  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0265
 QT0265                         *CURRENT SURVEY CONTROL
 QT0265  ______________________________________________________________________
 QT0265* NAD 83(1986) POSITION- 45 02 19.     (N) 103 24 39.     (W)   SCALED
 QT0265* NAVD 88 ORTHO HEIGHT -   916.54  (meters)     3007.0   (feet) RESET
 QT0265  ______________________________________________________________________
 QT0265  GEOID HEIGHT    -        -16.459 (meters)                     GEOID18
 QT0265  VERT ORDER      -  THIRD
 QT0265
 QT0265.The horizontal coordinates were scaled from a map and have
 QT0265.an estimated accuracy of +/- 6 seconds.
 QT0265
 QT0265.The orthometric height was computed from unverified reset data.
 QT0265
 QT0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0265.GEOID18 height accuracy estimate available here.
 QT0265
 QT0265.Click photographs - Photos may exist for this station.
 QT0265
 QT0265;                    North         East    Units  Estimated Accuracy
 QT0265;SPC SD N     -   139,590.      331,340.      MT  (+/- 180 meters Scaled)
 QT0265
 QT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK251884(NAD 83)
 QT0265
 QT0265                          SUPERSEDED SURVEY CONTROL
 QT0265
 QT0265.No superseded survey control is available for this station.
 QT0265
 QT0265_MARKER: DB = BENCH MARK DISK
 QT0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0265_STAMPING: G 414 RESET 1967
 QT0265_MARK LOGO: CGS
 QT0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0265+STABILITY: SURFACE MOTION
 QT0265
 QT0265  HISTORY     - Date     Condition        Report By
 QT0265  HISTORY     - 1967     MONUMENTED       CGS
 QT0265
 QT0265                          STATION DESCRIPTION
 QT0265
 QT0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 QT0265'5.4 MI N FROM CASTLE ROCK.
 QT0265'ABOUT 5.45 MILES NORTH ALONG OLD STATE HIGHWAY 79 FROM THE
 QT0265'POST OFFICE AT CASTLE ROCK, ON THE SOUTH SLOPE OF A SMALL HILL,
 QT0265'99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 56 FEET NORTH
 QT0265'OF A POWERLINE POLE, 2 FEET SOUTH OF A METAL WITNESS POST AND
 QT0265'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1887 ***********************************************************************
 PU1887  DESIGNATION -  G 415
 PU1887  PID         -  PU1887
 PU1887  STATE/COUNTY-  SD/BUTTE
 PU1887  COUNTRY     -  US
 PU1887  USGS QUAD   -  ARPAN (2017)
 PU1887
 PU1887                         *CURRENT SURVEY CONTROL
 PU1887  ______________________________________________________________________
 PU1887* NAD 83(1986) POSITION- 44 47 32.     (N) 103 38 56.     (W)   SCALED
 PU1887* NAVD 88 ORTHO HEIGHT -   882.824 (meters)     2896.40  (feet) ADJUSTED
 PU1887  ______________________________________________________________________
 PU1887  GEOID HEIGHT    -        -15.961 (meters)                     GEOID18
 PU1887  DYNAMIC HEIGHT  -        882.598 (meters)     2895.66  (feet) COMP
 PU1887  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 PU1887
 PU1887  VERT ORDER      -  SECOND    CLASS 0
 PU1887
 PU1887.The horizontal coordinates were scaled from a map and have
 PU1887.an estimated accuracy of +/- 6 seconds.
 PU1887
 PU1887.The orthometric height was determined by differential leveling and
 PU1887.adjusted by the NATIONAL GEODETIC SURVEY
 PU1887.in June 1991.
 PU1887
 PU1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1887.GEOID18 height accuracy estimate available here.
 PU1887
 PU1887.Click photographs - Photos may exist for this station.
 PU1887
 PU1887.The dynamic height is computed by dividing the NAVD 88
 PU1887.geopotential number by the normal gravity value computed on the
 PU1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1887.degrees latitude (g = 980.6199 gals.).
 PU1887
 PU1887.The modeled gravity was interpolated from observed gravity values.
 PU1887
 PU1887;                    North         East    Units  Estimated Accuracy
 PU1887;SPC SD N     -   113,060.      311,370.      MT  (+/- 180 meters Scaled)
 PU1887
 PU1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK068607(NAD 83)
 PU1887
 PU1887                          SUPERSEDED SURVEY CONTROL
 PU1887
 PU1887  NGVD 29 (??/??/92)  882.344  (m)         2894.82   (f) ADJ UNCH    2 0
 PU1887
 PU1887.Superseded values are not recommended for survey control.
 PU1887
 PU1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1887.See file dsdata.pdf to determine how the superseded data were derived.
 PU1887
 PU1887_MARKER: DB = BENCH MARK DISK
 PU1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1887_STAMPING: G 415 1963
 PU1887_MARK LOGO: CGS
 PU1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1887+STABILITY: SURFACE MOTION
 PU1887
 PU1887  HISTORY     - Date     Condition        Report By
 PU1887  HISTORY     - 1963     MONUMENTED       CGS
 PU1887
 PU1887                          STATION DESCRIPTION
 PU1887
 PU1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1887'13.9 MI NW FROM NISLAND.
 PU1887'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1887'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1887'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1887'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1887'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1887'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1887'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1887'COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1887'54 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 PU1887'EAST-WEST ROAD, 46 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 PU1887'ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 PU1887'20 FEET SOUTHEAST OF A POWER POLE, 5.8 FEET SOUTH OF A FENCE
 PU1887'CORNER, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1887'THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1887'PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1297 ***********************************************************************
 PU1297  DESIGNATION -  G 416
 PU1297  PID         -  PU1297
 PU1297  STATE/COUNTY-  SD/BUTTE
 PU1297  COUNTRY     -  US
 PU1297  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1297
 PU1297                         *CURRENT SURVEY CONTROL
 PU1297  ______________________________________________________________________
 PU1297* NAD 83(1986) POSITION- 44 59 49.     (N) 103 02 28.     (W)   SCALED
 PU1297* NAVD 88 ORTHO HEIGHT -   886.659 (meters)     2908.98  (feet) ADJUSTED
 PU1297  ______________________________________________________________________
 PU1297  GEOID HEIGHT    -        -17.153 (meters)                     GEOID18
 PU1297  DYNAMIC HEIGHT  -        886.462 (meters)     2908.33  (feet) COMP
 PU1297  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 PU1297
 PU1297  VERT ORDER      -  SECOND    CLASS 0
 PU1297
 PU1297.The horizontal coordinates were scaled from a map and have
 PU1297.an estimated accuracy of +/- 6 seconds.
 PU1297
 PU1297.The orthometric height was determined by differential leveling and
 PU1297.adjusted by the NATIONAL GEODETIC SURVEY
 PU1297.in June 1991.
 PU1297
 PU1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1297.GEOID18 height accuracy estimate available here.
 PU1297
 PU1297.Click photographs - Photos may exist for this station.
 PU1297
 PU1297.The dynamic height is computed by dividing the NAVD 88
 PU1297.geopotential number by the normal gravity value computed on the
 PU1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1297.degrees latitude (g = 980.6199 gals.).
 PU1297
 PU1297.The modeled gravity was interpolated from observed gravity values.
 PU1297
 PU1297;                    North         East    Units  Estimated Accuracy
 PU1297;SPC SD N     -   133,810.      360,280.      MT  (+/- 180 meters Scaled)
 PU1297
 PU1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK543844(NAD 83)
 PU1297
 PU1297                          SUPERSEDED SURVEY CONTROL
 PU1297
 PU1297  NGVD 29 (??/??/92)  886.180  (m)         2907.41   (f) ADJ UNCH    2 0
 PU1297
 PU1297.Superseded values are not recommended for survey control.
 PU1297
 PU1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1297.See file dsdata.pdf to determine how the superseded data were derived.
 PU1297
 PU1297_MARKER: DB = BENCH MARK DISK
 PU1297_SETTING: 66 = SET IN ROCK OUTCROP
 PU1297_STAMPING: G 416 1963
 PU1297_MARK LOGO: CGS
 PU1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1297+STABILITY: POSITION/ELEVATION WELL
 PU1297
 PU1297  HISTORY     - Date     Condition        Report By
 PU1297  HISTORY     - 1963     MONUMENTED       CGS
 PU1297
 PU1297                          STATION DESCRIPTION
 PU1297
 PU1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1297'30.4 MI NE FROM NEWELL.
 PU1297'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1297'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1297'ROAD, THENCE 2.8 MILES NORTHEAST ALONG A GRAVELED ROAD, ABOUT
 PU1297'102 YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 PU1297'ROAD LEADING NORTH, ON THE SOUTH SLOPE AND NEAR THE TOP OF A
 PU1297'ROUND KNOLL, SET IN THE TOP OF A FLAT ROCK EMBEDDED IN THE
 PU1297'FLUSH WITH THE GROUND, 65 FEET NORTH OF THE CENTERLINE OF THE
 PU1297'ROAD, 1.5 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND ABOUT
 PU1297'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1864 ***********************************************************************
 PU1864  DESIGNATION -  G 417
 PU1864  PID         -  PU1864
 PU1864  STATE/COUNTY-  SD/BUTTE
 PU1864  COUNTRY     -  US
 PU1864  USGS QUAD   -  ARPAN (2017)
 PU1864
 PU1864                         *CURRENT SURVEY CONTROL
 PU1864  ______________________________________________________________________
 PU1864* NAD 83(1986) POSITION- 44 52 02.     (N) 103 40 12.     (W)   SCALED
 PU1864* NAVD 88 ORTHO HEIGHT -   945.504 (meters)     3102.04  (feet) ADJUSTED
 PU1864  ______________________________________________________________________
 PU1864  GEOID HEIGHT    -        -15.992 (meters)                     GEOID18
 PU1864  DYNAMIC HEIGHT  -        945.268 (meters)     3101.27  (feet) COMP
 PU1864  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 PU1864
 PU1864  VERT ORDER      -  SECOND    CLASS 0
 PU1864
 PU1864.The horizontal coordinates were scaled from a map and have
 PU1864.an estimated accuracy of +/- 6 seconds.
 PU1864
 PU1864.The orthometric height was determined by differential leveling and
 PU1864.adjusted by the NATIONAL GEODETIC SURVEY
 PU1864.in June 1991.
 PU1864
 PU1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1864.GEOID18 height accuracy estimate available here.
 PU1864
 PU1864.Click photographs - Photos may exist for this station.
 PU1864
 PU1864.The dynamic height is computed by dividing the NAVD 88
 PU1864.geopotential number by the normal gravity value computed on the
 PU1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1864.degrees latitude (g = 980.6199 gals.).
 PU1864
 PU1864.The modeled gravity was interpolated from observed gravity values.
 PU1864
 PU1864;                    North         East    Units  Estimated Accuracy
 PU1864;SPC SD N     -   121,460.      310,080.      MT  (+/- 180 meters Scaled)
 PU1864
 PU1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK050690(NAD 83)
 PU1864
 PU1864                          SUPERSEDED SURVEY CONTROL
 PU1864
 PU1864  NGVD 29 (??/??/92)  945.023  (m)         3100.46   (f) ADJ UNCH    2 0
 PU1864
 PU1864.Superseded values are not recommended for survey control.
 PU1864
 PU1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1864.See file dsdata.pdf to determine how the superseded data were derived.
 PU1864
 PU1864_MARKER: DB = BENCH MARK DISK
 PU1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1864_STAMPING: G 417 1963
 PU1864_MARK LOGO: CGS
 PU1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1864+STABILITY: SURFACE MOTION
 PU1864
 PU1864  HISTORY     - Date     Condition        Report By
 PU1864  HISTORY     - 1963     MONUMENTED       CGS
 PU1864
 PU1864                          STATION DESCRIPTION
 PU1864
 PU1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1864'20.8 MI NE FROM BELLE FOURCHE.
 PU1864'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1864'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 7.0 MILES EAST
 PU1864'ALONG A GRAVELED COUNTY ROAD, ON THE NORTH SLOPE OF A HILL, 71
 PU1864'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 70 FEET SOUTHWEST OF
 PU1864'THE SOUTH END OF A METAL CULVERT UNDER THE ROAD, 1.5 FEET EAST
 PU1864'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PU1864'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1864'NOTE-- THIS BENCH MARK IS 1.0 MILE WEST OF BENCH MARK L 415.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1496 ***********************************************************************
 PU1496  DESIGNATION -  G 418
 PU1496  PID         -  PU1496
 PU1496  STATE/COUNTY-  SD/MEADE
 PU1496  COUNTRY     -  US
 PU1496  USGS QUAD   -  FORT MEADE (2017)
 PU1496
 PU1496                         *CURRENT SURVEY CONTROL
 PU1496  ______________________________________________________________________
 PU1496* NAD 83(1986) POSITION- 44 25 25.     (N) 103 24 54.     (W)   SCALED
 PU1496* NAVD 88 ORTHO HEIGHT -   970.781 (meters)     3184.97  (feet) ADJUSTED
 PU1496  ______________________________________________________________________
 PU1496  GEOID HEIGHT    -        -15.771 (meters)                     GEOID18
 PU1496  DYNAMIC HEIGHT  -        970.483 (meters)     3183.99  (feet) COMP
 PU1496  MODELED GRAVITY -    980,277.7   (mgal)                       NAVD 88
 PU1496
 PU1496  VERT ORDER      -  FIRST     CLASS II
 PU1496
 PU1496.The horizontal coordinates were scaled from a map and have
 PU1496.an estimated accuracy of +/- 6 seconds.
 PU1496
 PU1496.The orthometric height was determined by differential leveling and
 PU1496.adjusted by the NATIONAL GEODETIC SURVEY
 PU1496.in October 1997.
 PU1496
 PU1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1496.GEOID18 height accuracy estimate available here.
 PU1496
 PU1496.Click photographs - Photos may exist for this station.
 PU1496
 PU1496.The dynamic height is computed by dividing the NAVD 88
 PU1496.geopotential number by the normal gravity value computed on the
 PU1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1496.degrees latitude (g = 980.6199 gals.).
 PU1496
 PU1496.The modeled gravity was interpolated from observed gravity values.
 PU1496
 PU1496;                    North         East    Units  Estimated Accuracy
 PU1496;SPC SD N     -    71,330.      328,130.      MT  (+/- 180 meters Scaled)
 PU1496
 PU1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK261201(NAD 83)
 PU1496
 PU1496                          SUPERSEDED SURVEY CONTROL
 PU1496
 PU1496  NAVD 88 (06/15/91)  970.757  (m)         3184.89   (f) SUPERSEDED  1 2
 PU1496  NGVD 29 (??/??/92)  970.258  (m)         3183.25   (f) ADJ UNCH    1 2
 PU1496
 PU1496.Superseded values are not recommended for survey control.
 PU1496
 PU1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1496.See file dsdata.pdf to determine how the superseded data were derived.
 PU1496
 PU1496_MARKER: DB = BENCH MARK DISK
 PU1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1496_STAMPING: G 418 1963
 PU1496_MARK LOGO: CGS
 PU1496_PROJECTION: FLUSH
 PU1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1496+STABILITY: SURFACE MOTION
 PU1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1496+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 PU1496
 PU1496  HISTORY     - Date     Condition        Report By
 PU1496  HISTORY     - 1963     MONUMENTED       CGS
 PU1496  HISTORY     - 19950513 GOOD             NGS
 PU1496  HISTORY     - 20120326 GOOD             INDIV
 PU1496
 PU1496                          STATION DESCRIPTION
 PU1496
 PU1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1496'5.3 MI NE FROM STURGIS.
 PU1496'ABOUT 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 PU1496'POST OFFICE AT STURGIS, 72 FEET SOUTHEAST OF THE CENTER OF
 PU1496'THE T-JUNCTION OF A ROAD LEADING EAST, 64 FEET SOUTHEAST OF THE
 PU1496'CENTERLINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTERLINE
 PU1496'OF THE ROAD LEADING EAST, 2.4 FEET NORTHEAST OF A FENCE CORNER,
 PU1496'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 PU1496'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1496'POST PROJECTING 0.5 FOOT.
 PU1496
 PU1496                          STATION RECOVERY (1995)
 PU1496
 PU1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1496'9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1496'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 151.0 M (495.4 FT) EAST OF
 PU1496'MILEPOST 40, 21.3 M (69.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 PU1496'12.7 M (41.7 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.8 M (2.6 FT)
 PU1496'NORTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 PU1496'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 PU1496'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN
 PU1496'HIT AND IS SPLIT, BUT THE MONUMENT IS SOLID IN PLACE.
 PU1496
 PU1496                          STATION RECOVERY (2012)
 PU1496
 PU1496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1053 ***********************************************************************
 PU1053  DESIGNATION -  G 419
 PU1053  PID         -  PU1053
 PU1053  STATE/COUNTY-  SD/MEADE
 PU1053  COUNTRY     -  US
 PU1053  USGS QUAD   -  FAIRPOINT SW (2017)
 PU1053
 PU1053                         *CURRENT SURVEY CONTROL
 PU1053  ______________________________________________________________________
 PU1053* NAD 83(1986) POSITION- 44 30 09.     (N) 102 59 42.     (W)   SCALED
 PU1053* NAVD 88 ORTHO HEIGHT -   835.060 (meters)     2739.69  (feet) ADJUSTED
 PU1053  ______________________________________________________________________
 PU1053  GEOID HEIGHT    -        -17.385 (meters)                     GEOID18
 PU1053  DYNAMIC HEIGHT  -        834.830 (meters)     2738.94  (feet) COMP
 PU1053  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 PU1053
 PU1053  VERT ORDER      -  FIRST     CLASS II
 PU1053
 PU1053.The horizontal coordinates were scaled from a map and have
 PU1053.an estimated accuracy of +/- 6 seconds.
 PU1053
 PU1053.The orthometric height was determined by differential leveling and
 PU1053.adjusted by the NATIONAL GEODETIC SURVEY
 PU1053.in October 1997.
 PU1053
 PU1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1053.GEOID18 height accuracy estimate available here.
 PU1053
 PU1053.Click photographs - Photos may exist for this station.
 PU1053
 PU1053.The dynamic height is computed by dividing the NAVD 88
 PU1053.geopotential number by the normal gravity value computed on the
 PU1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1053.degrees latitude (g = 980.6199 gals.).
 PU1053
 PU1053.The modeled gravity was interpolated from observed gravity values.
 PU1053
 PU1053;                    North         East    Units  Estimated Accuracy
 PU1053;SPC SD N     -    78,770.      361,880.      MT  (+/- 180 meters Scaled)
 PU1053
 PU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK593296(NAD 83)
 PU1053
 PU1053                          SUPERSEDED SURVEY CONTROL
 PU1053
 PU1053  NAVD 88 (06/15/91)  835.036  (m)         2739.61   (f) SUPERSEDED  1 2
 PU1053  NGVD 29 (??/??/92)  834.568  (m)         2738.08   (f) ADJ UNCH    1 2
 PU1053
 PU1053.Superseded values are not recommended for survey control.
 PU1053
 PU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1053.See file dsdata.pdf to determine how the superseded data were derived.
 PU1053
 PU1053_MARKER: DB = BENCH MARK DISK
 PU1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1053_STAMPING: G 419 1963
 PU1053_MARK LOGO: CGS
 PU1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1053+STABILITY: SURFACE MOTION
 PU1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1053+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 PU1053
 PU1053  HISTORY     - Date     Condition        Report By
 PU1053  HISTORY     - 1963     MONUMENTED       CGS
 PU1053  HISTORY     - 19950524 GOOD             NGS
 PU1053
 PU1053                          STATION DESCRIPTION
 PU1053
 PU1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1053'7.3 MI E FROM VOLUNTEER.
 PU1053'ABOUT 7.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1053'VOLUNTEER, 98 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.4
 PU1053'FEET SOUTHWEST OF A T-JUNCTION OF FENCES, 2.0 FEET SOUTH OF A
 PU1053'FENCE, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 PU1053'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1053'PROJECTING 0.7 FOOT.
 PU1053
 PU1053                          STATION RECOVERY (1995)
 PU1053
 PU1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1053'27.6 KM (17.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1053'OFFICE IN UNION CENTER, 359.4 M (1179.1 FT) WEST OF MILEPOST 64, 29.9
 PU1053'M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) SOUTHWEST
 PU1053'OF A T-FENCE CORNER, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.6 M (2.0 FT)
 PU1053'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU1053'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0612 ***********************************************************************
 OT0612  FBN         -  This is a Federal Base Network Control Station.
 OT0612  DESIGNATION -  G 427
 OT0612  PID         -  OT0612
 OT0612  STATE/COUNTY-  SD/FALL RIVER
 OT0612  COUNTRY     -  US
 OT0612  USGS QUAD   -  PROVO (2017)
 OT0612
 OT0612                         *CURRENT SURVEY CONTROL
 OT0612  ______________________________________________________________________
 OT0612* NAD 83(2011) POSITION- 43 13 39.08665(N) 103 49 31.66045(W)   ADJUSTED
 OT0612* NAD 83(2011) ELLIP HT-  1151.245 (meters)        (06/27/12)   ADJUSTED
 OT0612* NAD 83(2011) EPOCH   -  2010.00
 OT0612* NAVD 88 ORTHO HEIGHT -  1166.443 (meters)     3826.91  (feet) ADJUSTED
 OT0612  ______________________________________________________________________
 OT0612  GEOID HEIGHT    -        -15.192 (meters)                     GEOID18
 OT0612  NAD 83(2011) X  - -1,112,505.515 (meters)                     COMP
 OT0612  NAD 83(2011) Y  - -4,520,637.998 (meters)                     COMP
 OT0612  NAD 83(2011) Z  -  4,346,742.231 (meters)                     COMP
 OT0612  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 OT0612  DYNAMIC HEIGHT  -       1165.943 (meters)     3825.26  (feet) COMP
 OT0612  MODELED GRAVITY -    980,149.6   (mgal)                       NAVD 88
 OT0612
 OT0612  VERT ORDER      -  FIRST     CLASS II
 OT0612
 OT0612  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0612  Standards:
 OT0612         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0612            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0612  -------------------------------------------------------------------
 OT0612  NETWORK    0.48   1.04           0.22   0.16   0.53     -0.02873059
 OT0612  -------------------------------------------------------------------
 OT0612  Click here for local accuracies and other accuracy information.
 OT0612
 OT0612.The horizontal coordinates were established by GPS observations
 OT0612.and adjusted by the National Geodetic Survey in June 2012.
 OT0612
 OT0612.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0612.been affixed to the stable North American tectonic plate. See 
 OT0612.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0612
 OT0612.The horizontal coordinates are valid at the epoch date displayed above
 OT0612.which is a decimal equivalence of Year/Month/Day.
 OT0612
 OT0612.The orthometric height was determined by differential leveling and
 OT0612.adjusted by the NATIONAL GEODETIC SURVEY
 OT0612.in June 1991.
 OT0612
 OT0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0612.GEOID18 height accuracy estimate available here.
 OT0612
 OT0612.Click photographs - Photos may exist for this station.
 OT0612
 OT0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0612
 OT0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0612
 OT0612.The ellipsoidal height was determined by GPS observations
 OT0612.and is referenced to NAD 83.
 OT0612
 OT0612.The dynamic height is computed by dividing the NAVD 88
 OT0612.geopotential number by the normal gravity value computed on the
 OT0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0612.degrees latitude (g = 980.6199 gals.).
 OT0612
 OT0612.The modeled gravity was interpolated from observed gravity values.
 OT0612
 OT0612. The following values were computed from the NAD 83(2011) position.
 OT0612
 OT0612;                    North         East     Units Scale Factor Converg.
 OT0612;SPC SD S     -   105,299.431   316,404.864   MT  0.99993001   -2 24 32.6
 OT0612;SPC SD S     -   345,469.88  1,038,071.62   sFT  0.99993001   -2 24 32.6
 OT0612;UTM  13      - 4,786,751.090   595,381.147   MT  0.99971191   +0 48 16.2
 OT0612
 OT0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0612!SPC SD S     -   0.99981950  x   0.99993001  =   0.99974952
 OT0612!UTM  13      -   0.99981950  x   0.99971191  =   0.99953146
 OT0612
 OT0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9538186751(NAD 83)
 OT0612
 OT0612                          SUPERSEDED SURVEY CONTROL
 OT0612
 OT0612  NAD 83(2007)-  43 13 39.08653(N)    103 49 31.66157(W) AD(2002.00) 0
 OT0612  ELLIP H (02/10/07) 1151.272  (m)                       GP(2002.00)    
 OT0612  ELLIP H (06/23/03) 1151.259  (m)                       GP(       ) 3 1
 OT0612  NAD 83(1996)-  43 13 39.08584(N)    103 49 31.66163(W) AD(       ) B
 OT0612  ELLIP H (04/18/97) 1151.310  (m)                       GP(       ) 4 1
 OT0612  NAVD 88            1166.44   (m)         3826.9    (f) LEVELING    3  
 OT0612
 OT0612.Superseded values are not recommended for survey control.
 OT0612
 OT0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0612.See file dsdata.pdf to determine how the superseded data were derived.
 OT0612
 OT0612_MARKER: I = METAL ROD
 OT0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0612_STAMPING: G 427 1985
 OT0612_MARK LOGO: NGS
 OT0612_PROJECTION: FLUSH
 OT0612_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0612+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2015
 OT0612_ROD/PIPE-DEPTH: 4.70 meters
 OT0612
 OT0612  HISTORY     - Date     Condition        Report By
 OT0612  HISTORY     - 1985     MONUMENTED       NGS
 OT0612  HISTORY     - 19960821 GOOD             NGS
 OT0612  HISTORY     - 20020514 GOOD             SDDT
 OT0612  HISTORY     - 20060715 GOOD             JCLS
 OT0612  HISTORY     - 20120707 GOOD             INTER
 OT0612  HISTORY     - 20150617 GOOD             WYDT
 OT0612
 OT0612                          STATION DESCRIPTION
 OT0612
 OT0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0612'4.2 KM (2.6 MI) NORTH FROM PROVO.
 OT0612'4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 471 FROM THE POST OFFICE AT
 OT0612'PROVO, AT A WIRE GATE AND PASTURE ENTRANCE ROAD OVER A BAR DITCH,
 OT0612'18.3 METERS (60 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.6 METERS
 OT0612'(15 FT) SOUTHWEST OF THE CENTER OF THE GATE.  NOTE--ACCESS TO DATUM
 OT0612'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0612'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0612'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0612
 OT0612                          STATION RECOVERY (1996)
 OT0612
 OT0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0612'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF EDGEMONT AND
 OT0612'4.2 KM (2.60 MI) NORTH OF PROVO, ON STATE HIGHWAY 471.  OWNERSHIP--THE
 OT0612'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE
 OT0612'(ABANDONED) IN PROVO, GO NORTH ON STATE HIGHWAY 471 FOR 4.2 KM (2.60
 OT0612'MI) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED 18.2 M (59.7
 OT0612'FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.0 M (16.4
 OT0612'FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, AND 0.2 M (0.7 FT)
 OT0612'SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OT0612'THROUGH A 5-INCH LOGO CAP.
 OT0612
 OT0612                          STATION RECOVERY (2002)
 OT0612
 OT0612'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0612'RECOVERY NOTE BY SOUTH DAKOTA DEPARMENT OF TRANSPORTATION 2002
 OT0612'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF EDGEMONT AND
 OT0612'4.2 KM (2.60 MI) NORTH OF PROVO, ON STATE HIGHWAY 471.  OWNERSHIP--THE
 OT0612'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE
 OT0612'(ABANDONED) IN PROVO, GO NORTH ON STATE HIGHWAY 471 FOR 4.2 KM (2.60
 OT0612'MI) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED 100 FT NORTH
 OT0612'OF
 OT0612'MILEPOST 23, 18.2 M (59.7FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY
 OT0612'CENTERLINE, 5.0 M (16.4'FT) SOUTHWEST OF THE CENTER OF A FIELD
 OT0612'ENTRANCE,
 OT0612'AND 0.2 M (0.7 FT)SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 OT0612'DATUM
 OT0612'POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0612
 OT0612                          STATION RECOVERY (2006)
 OT0612
 OT0612'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 OT0612'RECOVERED IN GOOD CONDITION.
 OT0612
 OT0612                          STATION RECOVERY (2012)
 OT0612
 OT0612'RECOVERY NOTE BY INTERSTATE ENGINEERING INCORPORATED 2012 (WHM)
 OT0612'RECOVERED IN GOOD CONDITION.
 OT0612
 OT0612                          STATION RECOVERY (2015)
 OT0612
 OT0612'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2015 (KFB)
 OT0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0640 ***********************************************************************
 QS0640  DESIGNATION -  G 428
 QS0640  PID         -  QS0640
 QS0640  STATE/COUNTY-  SD/CORSON
 QS0640  COUNTRY     -  US
 QS0640  USGS QUAD   -  BLACK HORSE (2017)
 QS0640
 QS0640                         *CURRENT SURVEY CONTROL
 QS0640  ______________________________________________________________________
 QS0640* NAD 83(1986) POSITION- 45 37 39.     (N) 101 22 47.     (W)   SCALED
 QS0640* NAVD 88 ORTHO HEIGHT -   663.334 (meters)     2176.29  (feet) ADJUSTED
 QS0640  ______________________________________________________________________
 QS0640  GEOID HEIGHT    -        -20.444 (meters)                     GEOID18
 QS0640  DYNAMIC HEIGHT  -        663.261 (meters)     2176.05  (feet) COMP
 QS0640  MODELED GRAVITY -    980,482.6   (mgal)                       NAVD 88
 QS0640
 QS0640  VERT ORDER      -  FIRST     CLASS II
 QS0640
 QS0640.The horizontal coordinates were scaled from a map and have
 QS0640.an estimated accuracy of +/- 6 seconds.
 QS0640
 QS0640.The orthometric height was determined by differential leveling and
 QS0640.adjusted by the NATIONAL GEODETIC SURVEY
 QS0640.in June 1991.
 QS0640
 QS0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0640.GEOID18 height accuracy estimate available here.
 QS0640
 QS0640.Click photographs - Photos may exist for this station.
 QS0640
 QS0640.The dynamic height is computed by dividing the NAVD 88
 QS0640.geopotential number by the normal gravity value computed on the
 QS0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0640.degrees latitude (g = 980.6199 gals.).
 QS0640
 QS0640.The modeled gravity was interpolated from observed gravity values.
 QS0640
 QS0640;                    North         East    Units  Estimated Accuracy
 QS0640;SPC SD N     -   200,300.      492,410.      MT  (+/- 180 meters Scaled)
 QS0640
 QS0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR145554(NAD 83)
 QS0640
 QS0640                          SUPERSEDED SURVEY CONTROL
 QS0640
 QS0640.No superseded survey control is available for this station.
 QS0640
 QS0640_MARKER: I = METAL ROD
 QS0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0640_STAMPING: G 428 1985
 QS0640_MARK LOGO: NGS
 QS0640_PROJECTION: FLUSH
 QS0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0640_ROD/PIPE-DEPTH: 6.1 meters
 QS0640
 QS0640  HISTORY     - Date     Condition        Report By
 QS0640  HISTORY     - 1985     MONUMENTED       NGS
 QS0640
 QS0640                          STATION DESCRIPTION
 QS0640
 QS0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0640'35.7 KM (22.2 MI) SOUTH FROM MCINTOSH.
 QS0640'35.7 KM (22.15 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 QS0640'US HIGHWAY 12 AT MCINTOSH, AT MILEPOST 210, ALSO 27.3 KM (16.95 MI)
 QS0640'NORTH OF ISABEL, 30.8 METERS (101 FT) WEST-NORTHWEST OF THE HIGHWAY
 QS0640'CENTERLINE, 34.1 METERS (112 FT) NORTH-NORTHEAST OF A 4- BY 4-INCH
 QS0640'RIGHT-OF-WAY POST AND 0.3 METER (1 FT) EAST-SOUTHEAST OF THE
 QS0640'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0640'5-INCH LOGO CAP.
 QS0640'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0640'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0620 ***********************************************************************
 OT0620  CBN         -  This is a Cooperative Base Network Control Station.
 OT0620  DESIGNATION -  G 429
 OT0620  PID         -  OT0620
 OT0620  STATE/COUNTY-  SD/FALL RIVER
 OT0620  COUNTRY     -  US
 OT0620  USGS QUAD   -  BURDOCK (2017)
 OT0620
 OT0620                         *CURRENT SURVEY CONTROL
 OT0620  ______________________________________________________________________
 OT0620* NAD 83(2011) POSITION- 43 26 49.77947(N) 103 59 11.01190(W)   ADJUSTED
 OT0620* NAD 83(2011) ELLIP HT-  1086.672 (meters)        (06/27/12)   ADJUSTED
 OT0620* NAD 83(2011) EPOCH   -  2010.00
 OT0620* NAVD 88 ORTHO HEIGHT -  1101.385 (meters)     3613.46  (feet) ADJUSTED
 OT0620  ______________________________________________________________________
 OT0620  GEOID HEIGHT    -        -14.721 (meters)                     GEOID18
 OT0620  NAD 83(2011) X  - -1,121,139.001 (meters)                     COMP
 OT0620  NAD 83(2011) Y  - -4,501,196.882 (meters)                     COMP
 OT0620  NAD 83(2011) Z  -  4,364,448.865 (meters)                     COMP
 OT0620  LAPLACE CORR    -          2.04  (seconds)                    DEFLEC18
 OT0620  DYNAMIC HEIGHT  -       1100.931 (meters)     3611.97  (feet) COMP
 OT0620  MODELED GRAVITY -    980,168.6   (mgal)                       NAVD 88
 OT0620
 OT0620  VERT ORDER      -  FIRST     CLASS II
 OT0620
 OT0620  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0620  Standards:
 OT0620         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0620            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0620  -------------------------------------------------------------------
 OT0620  NETWORK    0.60   1.22           0.27   0.21   0.62     -0.04999095
 OT0620  -------------------------------------------------------------------
 OT0620  Click here for local accuracies and other accuracy information.
 OT0620
 OT0620.The horizontal coordinates were established by GPS observations
 OT0620.and adjusted by the National Geodetic Survey in June 2012.
 OT0620
 OT0620.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0620.been affixed to the stable North American tectonic plate. See 
 OT0620.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0620
 OT0620.The horizontal coordinates are valid at the epoch date displayed above
 OT0620.which is a decimal equivalence of Year/Month/Day.
 OT0620
 OT0620.The orthometric height was determined by differential leveling and
 OT0620.adjusted by the NATIONAL GEODETIC SURVEY
 OT0620.in June 1991.
 OT0620
 OT0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0620.GEOID18 height accuracy estimate available here.
 OT0620
 OT0620.Click photographs - Photos may exist for this station.
 OT0620
 OT0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0620
 OT0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0620
 OT0620.The ellipsoidal height was determined by GPS observations
 OT0620.and is referenced to NAD 83.
 OT0620
 OT0620.The dynamic height is computed by dividing the NAVD 88
 OT0620.geopotential number by the normal gravity value computed on the
 OT0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0620.degrees latitude (g = 980.6199 gals.).
 OT0620
 OT0620.The modeled gravity was interpolated from observed gravity values.
 OT0620
 OT0620. The following values were computed from the NAD 83(2011) position.
 OT0620
 OT0620;                    North         East     Units Scale Factor Converg.
 OT0620;SPC SD S     -   130,237.535   304,416.762   MT  0.99991132   -2 31 12.3
 OT0620;SPC SD S     -   427,287.65    998,740.66   sFT  0.99991132   -2 31 12.3
 OT0620;UTM  13      - 4,810,972.127   582,016.106   MT  0.99968274   +0 41 49.5
 OT0620
 OT0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0620!SPC SD S     -   0.99982962  x   0.99991132  =   0.99974096
 OT0620!UTM  13      -   0.99982962  x   0.99968274  =   0.99951242
 OT0620
 OT0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8201610972(NAD 83)
 OT0620
 OT0620                          SUPERSEDED SURVEY CONTROL
 OT0620
 OT0620  NAD 83(2007)-  43 26 49.77930(N)    103 59 11.01299(W) AD(2002.00) 0
 OT0620  ELLIP H (02/10/07) 1086.694  (m)                       GP(2002.00)    
 OT0620  NAD 83(1993)-  43 26 49.77881(N)    103 59 11.01287(W) AD(       ) A
 OT0620  ELLIP H (06/23/03) 1086.685  (m)                       GP(       ) 3 1
 OT0620  NAVD 88            1101.39   (m)         3613.5    (f) LEVELING    3  
 OT0620
 OT0620.Superseded values are not recommended for survey control.
 OT0620
 OT0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0620.See file dsdata.pdf to determine how the superseded data were derived.
 OT0620
 OT0620_MARKER: I = METAL ROD
 OT0620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0620_STAMPING: G 429 1985
 OT0620_MARK LOGO: NGS
 OT0620_PROJECTION: FLUSH
 OT0620_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0620+STABILITY: POSITION/ELEVATION WELL
 OT0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0620+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 OT0620_ROD/PIPE-DEPTH: 11.0 meters
 OT0620_SLEEVE-DEPTH  : 9.10 meters
 OT0620
 OT0620  HISTORY     - Date     Condition        Report By
 OT0620  HISTORY     - 1985     MONUMENTED       NGS
 OT0620  HISTORY     - 20020514 GOOD             SDDT
 OT0620  HISTORY     - 20060715 GOOD             JCLS
 OT0620
 OT0620                          STATION DESCRIPTION
 OT0620
 OT0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0620'22.8 KM (14.15 MI) NORTH FROM EDGEMONT.
 OT0620'22.85 KM (14.15 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY
 OT0620'18 OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD
 OT0620'AT EDGEMONT, AT THE ROAD CROSSING THE BURLINGTON NORTHERN RAILROAD,
 OT0620'22.3 METERS (73 FT) WEST OF THE CENTER OF THE ROAD, 45.4 METERS (149
 OT0620'FT) SOUTHWEST OF THE SOUTHWEST RAIL, 5.3 METERS (17.5 FT) SOUTHWEST OF
 OT0620'THE SOUTHWEST END OF A WIRE GATE, 2.3 METERS (7.5 FT) NORTHEAST OF A
 OT0620'FENCE CORNER AND 1.0 METER (3 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS
 OT0620'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0620'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 OT0620'THE MARK IS 0.8 M BELOW THE ROAD.
 OT0620
 OT0620                          STATION RECOVERY (2002)
 OT0620
 OT0620'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0620'RECOVERED AS DESCRIBED
 OT0620'
 OT0620
 OT0620                          STATION RECOVERY (2006)
 OT0620
 OT0620'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 OT0620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0678 ***********************************************************************
 OT0678  DESIGNATION -  G 430
 OT0678  PID         -  OT0678
 OT0678  STATE/COUNTY-  SD/PENNINGTON
 OT0678  COUNTRY     -  US
 OT0678  USGS QUAD   -  HERMOSA NW (2017)
 OT0678
 OT0678                         *CURRENT SURVEY CONTROL
 OT0678  ______________________________________________________________________
 OT0678* NAD 83(1986) POSITION- 43 54 01.     (N) 103 11 58.     (W)   SCALED
 OT0678* NAVD 88 ORTHO HEIGHT -  1082.543 (meters)     3551.64  (feet) ADJUSTED
 OT0678  ______________________________________________________________________
 OT0678  GEOID HEIGHT    -        -16.005 (meters)                     GEOID18
 OT0678  DYNAMIC HEIGHT  -       1082.136 (meters)     3550.31  (feet) COMP
 OT0678  MODELED GRAVITY -    980,205.7   (mgal)                       NAVD 88
 OT0678
 OT0678  VERT ORDER      -  FIRST     CLASS II
 OT0678
 OT0678.The horizontal coordinates were scaled from a map and have
 OT0678.an estimated accuracy of +/- 6 seconds.
 OT0678
 OT0678.The orthometric height was determined by differential leveling and
 OT0678.adjusted by the NATIONAL GEODETIC SURVEY
 OT0678.in June 1991.
 OT0678
 OT0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0678.GEOID18 height accuracy estimate available here.
 OT0678
 OT0678.Click photographs - Photos may exist for this station.
 OT0678
 OT0678.The dynamic height is computed by dividing the NAVD 88
 OT0678.geopotential number by the normal gravity value computed on the
 OT0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0678.degrees latitude (g = 980.6199 gals.).
 OT0678
 OT0678.The modeled gravity was interpolated from observed gravity values.
 OT0678
 OT0678;                    North         East    Units  Estimated Accuracy
 OT0678;SPC SD S     -   178,050.      369,800.      MT  (+/- 180 meters Scaled)
 OT0678
 OT0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ446623(NAD 83)
 OT0678
 OT0678                          SUPERSEDED SURVEY CONTROL
 OT0678
 OT0678.No superseded survey control is available for this station.
 OT0678
 OT0678_MARKER: DB = BENCH MARK DISK
 OT0678_SETTING: 66 = SET IN ROCK OUTCROP
 OT0678_STAMPING: G 430 1985
 OT0678_MARK LOGO: NGS
 OT0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0678+STABILITY: POSITION/ELEVATION WELL
 OT0678
 OT0678  HISTORY     - Date     Condition        Report By
 OT0678  HISTORY     - 1985     MONUMENTED       NGS
 OT0678  HISTORY     - 20120313 MARK NOT FOUND   INDIV
 OT0678
 OT0678                          STATION DESCRIPTION
 OT0678
 OT0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0678'6.7 KM (4.15 MI) NORTH FROM HERMOSA.
 OT0678'6.75 KM (4.2 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0678'STATE HIGHWAY 40 EAST AT HERMOSA, IN TOP OF AND 0.5 METER (1.5 FT)
 OT0678'SOUTH OF THE NORTH END OF A 3- BY 4-FOOT PORTION OF GRANITE OUTCROP
 OT0678'PROJECTING 3-INCHES ABOVE THE SURFACE OF THE GROUND, 0.5 KM (0.3 MI)
 OT0678'SOUTH OF MILEPOST 65, 0.3 KM (0.2 MI) NORTH OF THE T JUNCTION OF
 OT0678'COUNTY ROAD T 302, 28.6 METERS (94 FT) EAST OF THE HIGHWAY CENTERLINE,
 OT0678'11.6 METERS (38 FT) WEST OF THE RIGHT-OF-WAY FENCE AND 0.15 METER
 OT0678'(0.5 FT) WEST OF THE EAST EDGE OF THE ROCK.
 OT0678'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OT0678'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 OT0678
 OT0678                          STATION RECOVERY (2012)
 OT0678
 OT0678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OT0678'OT0678 WAS DETROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0676 ***********************************************************************
 OT0676  DESIGNATION -  G 431
 OT0676  PID         -  OT0676
 OT0676  STATE/COUNTY-  SD/PENNINGTON
 OT0676  COUNTRY     -  US
 OT0676  USGS QUAD   -  HERMOSA (2017)
 OT0676
 OT0676                         *CURRENT SURVEY CONTROL
 OT0676  ______________________________________________________________________
 OT0676* NAD 83(1986) POSITION- 43 51 56.     (N) 103 12 00.     (W)   SCALED
 OT0676* NAVD 88 ORTHO HEIGHT -  1030.651 (meters)     3381.39  (feet) ADJUSTED
 OT0676  ______________________________________________________________________
 OT0676  GEOID HEIGHT    -        -16.026 (meters)                     GEOID18
 OT0676  DYNAMIC HEIGHT  -       1030.267 (meters)     3380.13  (feet) COMP
 OT0676  MODELED GRAVITY -    980,210.6   (mgal)                       NAVD 88
 OT0676
 OT0676  VERT ORDER      -  FIRST     CLASS II
 OT0676
 OT0676.The horizontal coordinates were scaled from a map and have
 OT0676.an estimated accuracy of +/- 6 seconds.
 OT0676
 OT0676.The orthometric height was determined by differential leveling and
 OT0676.adjusted by the NATIONAL GEODETIC SURVEY
 OT0676.in October 1997.
 OT0676
 OT0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0676.GEOID18 height accuracy estimate available here.
 OT0676
 OT0676.Click photographs - Photos may exist for this station.
 OT0676
 OT0676.The dynamic height is computed by dividing the NAVD 88
 OT0676.geopotential number by the normal gravity value computed on the
 OT0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0676.degrees latitude (g = 980.6199 gals.).
 OT0676
 OT0676.The modeled gravity was interpolated from observed gravity values.
 OT0676
 OT0676;                    North         East    Units  Estimated Accuracy
 OT0676;SPC SD S     -   174,190.      369,620.      MT  (+/- 180 meters Scaled)
 OT0676
 OT0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ446585(NAD 83)
 OT0676
 OT0676                          SUPERSEDED SURVEY CONTROL
 OT0676
 OT0676  NAVD 88 (06/15/91) 1030.656  (m)         3381.41   (f) SUPERSEDED  1 2
 OT0676
 OT0676.Superseded values are not recommended for survey control.
 OT0676
 OT0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0676.See file dsdata.pdf to determine how the superseded data were derived.
 OT0676
 OT0676_MARKER: I = METAL ROD
 OT0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0676_STAMPING: G 431 1985
 OT0676_MARK LOGO: NGS
 OT0676_PROJECTION: FLUSH
 OT0676_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0676+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 OT0676_ROD/PIPE-DEPTH: 3.3 meters
 OT0676
 OT0676  HISTORY     - Date     Condition        Report By
 OT0676  HISTORY     - 1985     MONUMENTED       NGS
 OT0676  HISTORY     - 19950501 GOOD             NGS
 OT0676  HISTORY     - 20120314 MARK NOT FOUND   INDIV
 OT0676
 OT0676                          STATION DESCRIPTION
 OT0676
 OT0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0676'2.9 KM (1.8 MI) NORTH FROM HERMOSA.
 OT0676'2.95 KM (1.85 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0676'STATE HIGHWAY 40 EAST AT HERMOSA, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 OT0676'62, 0.3 KM (0.2 MI) SOUTH OF THE CROSSING OF BILLOVER CREEK, 29.9
 OT0676'METERS (98 FT) WEST OF THE HIGHWAY CENTERLINE, 19.0 METERS (62.5 FT)
 OT0676'SOUTH OF THE 3RD POWER POLE SOUTH OF THE CREEK, 2.5 METERS (8.5 FT)
 OT0676'NORTH OF A FENCE T JUNCTION AND 0.3 METER (1 FT) EAST OF THE
 OT0676'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0676'5-INCH LOGO CAP.
 OT0676'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0676'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OT0676
 OT0676                          STATION RECOVERY (1995)
 OT0676
 OT0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0676'0.6 KM (0.35 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OT0676'HERMOSA, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG STATE HIGHWAY 79,
 OT0676'337.0 M (1105.6 FT) SOUTH OF MILEPOST 62.53, 30.2 M (99.1 FT) WEST OF
 OT0676'THE HIGHWAY CENTERLINE, 19.7 M (64.6 FT) SOUTH OF A UTILITY POLE, 2.6
 OT0676'M (8.5 FT) NORTH OF A T-FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL
 OT0676'OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A FENCE, AND 0.3 M (1.0 FT)
 OT0676'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OT0676'5-INCH LOGO CAP.
 OT0676
 OT0676                          STATION RECOVERY (2012)
 OT0676
 OT0676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0676'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0648 ***********************************************************************
 OS0648  DESIGNATION -  G 432
 OS0648  PID         -  OS0648
 OS0648  STATE/COUNTY-  SD/HAAKON
 OS0648  COUNTRY     -  US
 OS0648  USGS QUAD   -  STAMFORD NW (2017)
 OS0648
 OS0648                         *CURRENT SURVEY CONTROL
 OS0648  ______________________________________________________________________
 OS0648* NAD 83(1986) POSITION- 43 59 47.69   (N) 101 09 10.47   (W)   HD_HELD1
 OS0648* NAVD 88 ORTHO HEIGHT -   670.060 (meters)     2198.36  (feet) ADJUSTED
 OS0648  ______________________________________________________________________
 OS0648  GEOID HEIGHT    -        -22.922 (meters)                     GEOID18
 OS0648  DYNAMIC HEIGHT  -        669.861 (meters)     2197.70  (feet) COMP
 OS0648  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 OS0648
 OS0648  VERT ORDER      -  FIRST     CLASS II
 OS0648
 OS0648.The horizontal coordinates were determined by differentially corrected
 OS0648.hand held GPS observations or other comparable positioning techniques
 OS0648.and have an estimated accuracy of +/- 3 meters.
 OS0648
 OS0648.The orthometric height was determined by differential leveling and
 OS0648.adjusted by the NATIONAL GEODETIC SURVEY
 OS0648.in June 1991.
 OS0648
 OS0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0648.GEOID18 height accuracy estimate available here.
 OS0648
 OS0648.Click photographs - Photos may exist for this station.
 OS0648
 OS0648.The dynamic height is computed by dividing the NAVD 88
 OS0648.geopotential number by the normal gravity value computed on the
 OS0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0648.degrees latitude (g = 980.6199 gals.).
 OS0648
 OS0648.The modeled gravity was interpolated from observed gravity values.
 OS0648
 OS0648;                    North         East    Units  Estimated Accuracy
 OS0648;SPC SD S     -   185,099.3     534,267.0     MT  (+/- 3 meters HH1 GPS) 
 OS0648
 OS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2738173746(NAD 83)
 OS0648
 OS0648                          SUPERSEDED SURVEY CONTROL
 OS0648
 OS0648.No superseded survey control is available for this station.
 OS0648
 OS0648_MARKER: I = METAL ROD
 OS0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0648_STAMPING: G 432 1985
 OS0648_MARK LOGO: NGS
 OS0648_PROJECTION: FLUSH
 OS0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0648+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 OS0648_ROD/PIPE-DEPTH: 4.3 meters
 OS0648
 OS0648  HISTORY     - Date     Condition        Report By
 OS0648  HISTORY     - 1985     MONUMENTED       NGS
 OS0648  HISTORY     - 20120605 GOOD             INDIV
 OS0648
 OS0648                          STATION DESCRIPTION
 OS0648
 OS0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0648'8.6 KM (5.35 MI) SOUTH FROM MIDLAND.
 OS0648'8.56 KM (5.32 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF
 OS0648'US HIGHWAY 14 AT MIDLAND, AT A RIGHT ANGLE OFFSET IN THE RIGHT-OF-WAY
 OS0648'FENCE, 0.16 KM (0.10 MI) NORTH OF THE HAAKON-JACKSON COUNTY LINE, 0.70
 OS0648'KM (0.44 MI) SOUTH OF MILEPOST 92, 29.9 METERS (98 FT) EAST OF THE
 OS0648'HIGHWAY CENTERLINE, 77.4 METERS (254 FT) SOUTH OF THE SOUTH END OF A
 OS0648'WIRE GATE, 25 METERS (82 FT) EAST-NORTHEAST OF THE EAST END OF A
 OS0648'CONCRETE CULVERT FOR A CATTLE CROSSING UNDER THE HIGHWAY, 15.8 METERS
 OS0648'(52 FT) SOUTH-SOUTHWEST OF POWER A POLE AND 0.3 METER (1 FT) WEST OF
 OS0648'THE NORTH-SOUTH RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OS0648'HAD THROUGH A 5-INCH LOGO CAP.
 OS0648'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OS0648'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OS0648
 OS0648                          STATION RECOVERY (2012)
 OS0648
 OS0648'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0930 ***********************************************************************
 PT0930  DESIGNATION -  G 433
 PT0930  PID         -  PT0930
 PT0930  STATE/COUNTY-  SD/STANLEY
 PT0930  COUNTRY     -  US
 PT0930  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0930
 PT0930                         *CURRENT SURVEY CONTROL
 PT0930  ______________________________________________________________________
 PT0930* NAD 83(1986) POSITION- 44 32 42.     (N) 101 08 06.     (W)   SCALED
 PT0930* NAVD 88 ORTHO HEIGHT -   647.123 (meters)     2123.10  (feet) ADJUSTED
 PT0930  ______________________________________________________________________
 PT0930  GEOID HEIGHT    -        -22.062 (meters)                     GEOID18
 PT0930  DYNAMIC HEIGHT  -        646.966 (meters)     2122.59  (feet) COMP
 PT0930  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 PT0930
 PT0930  VERT ORDER      -  FIRST     CLASS II
 PT0930
 PT0930.The horizontal coordinates were scaled from a map and have
 PT0930.an estimated accuracy of +/- 6 seconds.
 PT0930
 PT0930.The orthometric height was determined by differential leveling and
 PT0930.adjusted by the NATIONAL GEODETIC SURVEY
 PT0930.in June 1991.
 PT0930
 PT0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0930.GEOID18 height accuracy estimate available here.
 PT0930
 PT0930.Click photographs - Photos may exist for this station.
 PT0930
 PT0930.The dynamic height is computed by dividing the NAVD 88
 PT0930.geopotential number by the normal gravity value computed on the
 PT0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0930.degrees latitude (g = 980.6199 gals.).
 PT0930
 PT0930.The modeled gravity was interpolated from observed gravity values.
 PT0930
 PT0930;                    North         East    Units  Estimated Accuracy
 PT0930;SPC SD S     -   246,020.      536,290.      MT  (+/- 180 meters Scaled)
 PT0930
 PT0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ304346(NAD 83)
 PT0930
 PT0930                          SUPERSEDED SURVEY CONTROL
 PT0930
 PT0930.No superseded survey control is available for this station.
 PT0930
 PT0930_MARKER: I = METAL ROD
 PT0930_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0930_STAMPING: G 433 1985
 PT0930_MARK LOGO: NGS
 PT0930_PROJECTION: FLUSH
 PT0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0930_ROD/PIPE-DEPTH: 7.3 meters
 PT0930
 PT0930  HISTORY     - Date     Condition        Report By
 PT0930  HISTORY     - 1985     MONUMENTED       NGS
 PT0930
 PT0930                          STATION DESCRIPTION
 PT0930
 PT0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0930'54.8 KM (34.05 MI) NORTH FROM MIDLAND.
 PT0930'54.81 KM (34.06 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0930'FROM THEIR JUNCTION AT MIDLAND, 1.72 KM (1.07 MI) SOUTH OF THE
 PT0930'JUNCTION OF A GRAVEL ROAD KNOWN AS NORMANS CORNER, 14.6 METERS (48 FT)
 PT0930'EAST OF THE HIGHWAY CENTERLINE, 107.0 METERS (351 FT) SOUTH OF THE
 PT0930'SOUTH END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE, 22.6 METERS (74
 PT0930'FT) SOUTHEAST OF THE EAST END OF A DOUBLE 18-INCH PIPE CULVERT,
 PT0930'14.9 METERS (49 FT) NORTHEAST OF MILEPOST 131 AND 0.3 METER (1 FT)
 PT0930'WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PT0930'THROUGH A 5-INCH LOGO CAP.
 PT0930'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0930'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0662 ***********************************************************************
 OS0662  DESIGNATION -  G 434
 OS0662  PID         -  OS0662
 OS0662  STATE/COUNTY-  SD/JONES
 OS0662  COUNTRY     -  US
 OS0662  USGS QUAD   -  STAMFORD (2017)
 OS0662
 OS0662                         *CURRENT SURVEY CONTROL
 OS0662  ______________________________________________________________________
 OS0662* NAD 83(1986) POSITION- 43 53 39.     (N) 101 00 16.     (W)   SCALED
 OS0662* NAVD 88 ORTHO HEIGHT -   700.204 (meters)     2297.25  (feet) ADJUSTED
 OS0662  ______________________________________________________________________
 OS0662  GEOID HEIGHT    -        -23.379 (meters)                     GEOID18
 OS0662  DYNAMIC HEIGHT  -        699.976 (meters)     2296.50  (feet) COMP
 OS0662  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 OS0662
 OS0662  VERT ORDER      -  FIRST     CLASS II
 OS0662
 OS0662.The horizontal coordinates were scaled from a map and have
 OS0662.an estimated accuracy of +/- 6 seconds.
 OS0662
 OS0662.The orthometric height was determined by differential leveling and
 OS0662.adjusted by the NATIONAL GEODETIC SURVEY
 OS0662.in June 1991.
 OS0662
 OS0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0662.GEOID18 height accuracy estimate available here.
 OS0662
 OS0662.Click photographs - Photos may exist for this station.
 OS0662
 OS0662.The dynamic height is computed by dividing the NAVD 88
 OS0662.geopotential number by the normal gravity value computed on the
 OS0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0662.degrees latitude (g = 980.6199 gals.).
 OS0662
 OS0662.The modeled gravity was interpolated from observed gravity values.
 OS0662
 OS0662;                    North         East    Units  Estimated Accuracy
 OS0662;SPC SD S     -   173,610.      546,080.      MT  (+/- 180 meters Scaled)
 OS0662
 OS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP390620(NAD 83)
 OS0662
 OS0662                          SUPERSEDED SURVEY CONTROL
 OS0662
 OS0662.No superseded survey control is available for this station.
 OS0662
 OS0662_MARKER: I = METAL ROD
 OS0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0662_STAMPING: G 434 1985
 OS0662_MARK LOGO: NGS
 OS0662_PROJECTION: FLUSH
 OS0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0662+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0662_ROD/PIPE-DEPTH: 4.3 meters
 OS0662
 OS0662  HISTORY     - Date     Condition        Report By
 OS0662  HISTORY     - 1985     MONUMENTED       NGS
 OS0662  HISTORY     - 19910621 GOOD             NGS
 OS0662  HISTORY     - 20130114 GOOD             INDIV
 OS0662
 OS0662                          STATION DESCRIPTION
 OS0662
 OS0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0662'9.4 KM (5.85 MI) WEST FROM OKATON.
 OS0662'THE MARK IS ABOVE LEVEL WITH THE SERVICE ROAD.
 OS0662'9.44 KM (5.87 MI) WEST ALONG I 90 SERVICE ROAD FROM THE JUNCTION OF I
 OS0662'90 EXIT AT OKATON, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 OS0662'GRAVEL ROAD LEADING NORTH TO I 90 EXIT 177, 29.9 METERS ( 98 FT) NORTH
 OS0662'OF THE CENTER OF THE ROAD, 17.7 METERS (58 FT) EAST OF THE CENTER OF
 OS0662'THE GRAVEL ROAD, 7.9 METERS (26 FT) EAST OF THE SOUTHWEST CORNER OF
 OS0662'THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY
 OS0662'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0662'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0662
 OS0662                          STATION RECOVERY (1991)
 OS0662
 OS0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0662'24.5 KM (15.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0662'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), THENCE 0.8 KM
 OS0662'(0.50 MI) SOUTHERLY ALONG COUNTY ROAD N6 (EXIT 177), 30.0 M (98.4 FT)
 OS0662'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 16.9 M (55.4 FT) EAST OF
 OS0662'AND LEVEL WITH THE CENTER OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A
 OS0662'FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 OS0662'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0662
 OS0662                          STATION RECOVERY (2013)
 OS0662
 OS0662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0701 ***********************************************************************
 OT0701  DESIGNATION -  G 435
 OT0701  PID         -  OT0701
 OT0701  STATE/COUNTY-  SD/PENNINGTON
 OT0701  COUNTRY     -  US
 OT0701  USGS QUAD   -  SCENIC (2017)
 OT0701
 OT0701                         *CURRENT SURVEY CONTROL
 OT0701  ______________________________________________________________________
 OT0701* NAD 83(1986) POSITION- 43 52 07.     (N) 102 37 21.     (W)   SCALED
 OT0701* NAVD 88 ORTHO HEIGHT -   844.736 (meters)     2771.44  (feet) ADJUSTED
 OT0701  ______________________________________________________________________
 OT0701  GEOID HEIGHT    -        -17.941 (meters)                     GEOID18
 OT0701  DYNAMIC HEIGHT  -        844.473 (meters)     2770.58  (feet) COMP
 OT0701  MODELED GRAVITY -    980,278.3   (mgal)                       NAVD 88
 OT0701
 OT0701  VERT ORDER      -  FIRST     CLASS II
 OT0701
 OT0701.The horizontal coordinates were scaled from a map and have
 OT0701.an estimated accuracy of +/- 6 seconds.
 OT0701
 OT0701.The orthometric height was determined by differential leveling and
 OT0701.adjusted by the NATIONAL GEODETIC SURVEY
 OT0701.in June 1991.
 OT0701
 OT0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0701.GEOID18 height accuracy estimate available here.
 OT0701
 OT0701.Click photographs - Photos may exist for this station.
 OT0701
 OT0701.The dynamic height is computed by dividing the NAVD 88
 OT0701.geopotential number by the normal gravity value computed on the
 OT0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0701.degrees latitude (g = 980.6199 gals.).
 OT0701
 OT0701.The modeled gravity was interpolated from observed gravity values.
 OT0701
 OT0701;                    North         East    Units  Estimated Accuracy
 OT0701;SPC SD S     -   173,090.      416,030.      MT  (+/- 180 meters Scaled)
 OT0701
 OT0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ910600(NAD 83)
 OT0701
 OT0701                          SUPERSEDED SURVEY CONTROL
 OT0701
 OT0701.No superseded survey control is available for this station.
 OT0701
 OT0701_MARKER: I = METAL ROD
 OT0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0701_STAMPING: G 435 1985
 OT0701_MARK LOGO: NGS
 OT0701_PROJECTION: FLUSH
 OT0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0701+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OT0701_ROD/PIPE-DEPTH: 14.0 meters
 OT0701
 OT0701  HISTORY     - Date     Condition        Report By
 OT0701  HISTORY     - 1985     MONUMENTED       NGS
 OT0701  HISTORY     - 20120725 GOOD             INDIV
 OT0701
 OT0701                          STATION DESCRIPTION
 OT0701
 OT0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0701'11.5 KM (7.15 MI) NW FROM SCENIC.
 OT0701'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0701'IN SCENIC, THENCE 10.8 KM (6.75 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0701'0.5 KM (0.3 MI) NORTHWEST OF THE JUNCTION OF AN EAST-WEST DIRT ROAD,
 OT0701'0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 81, 30.0 METERS (98.5 FT)
 OT0701'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 0.5 METER (1.5 FT) NORTHEAST
 OT0701'OF A FENCE T JUNCTION.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0701'5-INCH LOGO CAP.
 OT0701'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0701'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0701
 OT0701                          STATION RECOVERY (2012)
 OT0701
 OT0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0616 ***********************************************************************
 OS0616  DESIGNATION -  G 436
 OS0616  PID         -  OS0616
 OS0616  STATE/COUNTY-  SD/JACKSON
 OS0616  COUNTRY     -  US
 OS0616  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0616
 OS0616                         *CURRENT SURVEY CONTROL
 OS0616  ______________________________________________________________________
 OS0616* NAD 83(1986) POSITION- 43 49 13.     (N) 101 56 24.     (W)   SCALED
 OS0616* NAVD 88 ORTHO HEIGHT -   781.341 (meters)     2563.45  (feet) ADJUSTED
 OS0616  ______________________________________________________________________
 OS0616  GEOID HEIGHT    -        -20.035 (meters)                     GEOID18
 OS0616  DYNAMIC HEIGHT  -        781.089 (meters)     2562.62  (feet) COMP
 OS0616  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 OS0616
 OS0616  VERT ORDER      -  FIRST     CLASS II
 OS0616
 OS0616.The horizontal coordinates were scaled from a map and have
 OS0616.an estimated accuracy of +/- 6 seconds.
 OS0616
 OS0616.The orthometric height was determined by differential leveling and
 OS0616.adjusted by the NATIONAL GEODETIC SURVEY
 OS0616.in June 1991.
 OS0616
 OS0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0616.GEOID18 height accuracy estimate available here.
 OS0616
 OS0616.Click photographs - Photos may exist for this station.
 OS0616
 OS0616.The dynamic height is computed by dividing the NAVD 88
 OS0616.geopotential number by the normal gravity value computed on the
 OS0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0616.degrees latitude (g = 980.6199 gals.).
 OS0616
 OS0616.The modeled gravity was interpolated from observed gravity values.
 OS0616
 OS0616;                    North         East    Units  Estimated Accuracy
 OS0616;SPC SD S     -   166,440.      470,770.      MT  (+/- 180 meters Scaled)
 OS0616
 OS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP635561(NAD 83)
 OS0616
 OS0616                          SUPERSEDED SURVEY CONTROL
 OS0616
 OS0616.No superseded survey control is available for this station.
 OS0616
 OS0616_MARKER: I = METAL ROD
 OS0616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0616+WITH SETTING: INFORMATION.
 OS0616_STAMPING: G 436 1985
 OS0616_MARK LOGO: NGS
 OS0616_PROJECTION: FLUSH
 OS0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0616_ROD/PIPE-DEPTH: 2.7 meters
 OS0616
 OS0616  HISTORY     - Date     Condition        Report By
 OS0616  HISTORY     - 1985     MONUMENTED       NGS
 OS0616
 OS0616                          STATION DESCRIPTION
 OS0616
 OS0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0616'13.3 KM (8.25 MI) NE FROM INTERIOR.
 OS0616'3.5 KM (2.2 MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF
 OS0616'STATE HIGHWAY 44 AT INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG
 OS0616'STATE HIGHWAY 240, THENCE 7.05 KM (4.4 MI) NORTH ALONG A DIRT ROAD, AT
 OS0616'THE SUMMIT OF A SMALL RISE IN THE ROAD, 19.6 METERS (64.5 FT) WEST OF
 OS0616'THE CENTER OF THE ROAD, 1.2 METERS (4 FT) SOUTH OF THE NORTH END OF A
 OS0616'WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) EAST OF THE
 OS0616'RIGHT-OF-WAY FENCE.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO
 OS0616'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0616'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OS0616'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0599 ***********************************************************************
 QS0599  DESIGNATION -  G 438
 QS0599  PID         -  QS0599
 QS0599  STATE/COUNTY-  SD/ZIEBACH
 QS0599  COUNTRY     -  US
 QS0599  USGS QUAD   -  DUPREE NE (2017)
 QS0599
 QS0599                         *CURRENT SURVEY CONTROL
 QS0599  ______________________________________________________________________
 QS0599* NAD 83(1986) POSITION- 45 09 16.     (N) 101 32 51.     (W)   SCALED
 QS0599* NAVD 88 ORTHO HEIGHT -   699.262 (meters)     2294.16  (feet) ADJUSTED
 QS0599  ______________________________________________________________________
 QS0599  GEOID HEIGHT    -        -20.587 (meters)                     GEOID18
 QS0599  DYNAMIC HEIGHT  -        699.132 (meters)     2293.74  (feet) COMP
 QS0599  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 QS0599
 QS0599  VERT ORDER      -  FIRST     CLASS II
 QS0599
 QS0599.The horizontal coordinates were scaled from a map and have
 QS0599.an estimated accuracy of +/- 6 seconds.
 QS0599
 QS0599.The orthometric height was determined by differential leveling and
 QS0599.adjusted by the NATIONAL GEODETIC SURVEY
 QS0599.in June 1991.
 QS0599
 QS0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0599.GEOID18 height accuracy estimate available here.
 QS0599
 QS0599.Click photographs - Photos may exist for this station.
 QS0599
 QS0599.The dynamic height is computed by dividing the NAVD 88
 QS0599.geopotential number by the normal gravity value computed on the
 QS0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0599.degrees latitude (g = 980.6199 gals.).
 QS0599
 QS0599.The modeled gravity was interpolated from observed gravity values.
 QS0599
 QS0599;                    North         East    Units  Estimated Accuracy
 QS0599;SPC SD N     -   147,970.      478,330.      MT  (+/- 180 meters Scaled)
 QS0599
 QS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR997032(NAD 83)
 QS0599
 QS0599                          SUPERSEDED SURVEY CONTROL
 QS0599
 QS0599.No superseded survey control is available for this station.
 QS0599
 QS0599_MARKER: I = METAL ROD
 QS0599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0599_STAMPING: G 438 1985
 QS0599_MARK LOGO: NGS
 QS0599_PROJECTION: FLUSH
 QS0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0599+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0599_ROD/PIPE-DEPTH: 4.9 meters
 QS0599
 QS0599  HISTORY     - Date     Condition        Report By
 QS0599  HISTORY     - 1985     MONUMENTED       NGS
 QS0599  HISTORY     - 20120724 GOOD             INDIV
 QS0599
 QS0599                          STATION DESCRIPTION
 QS0599
 QS0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0599'15.8 KM (9.8 MI) NORTH FROM DUPREE.
 QS0599'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0599'STREET AT DUPREE, THENCE 12.92 KM (8.03 MI) NORTH ALONG STATE HIGHWAY
 QS0599'65, ON THE OUTSIDE OF A SHARP CURVE, AT THE Y JUNCTIONS OF A GRAVEL
 QS0599'SECTION LINE ROAD LEADING EAST, NEAR A FENCE CORNER, 44.5 METERS (146
 QS0599'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 16.8 METERS (55 FT) NORTH OF
 QS0599'THE CENTER OF THE GRAVEL ROAD LEADING EAST, 47.5 METERS (156 FT) EAST
 QS0599'OF MILEPOST 172, 11.0 METERS (36 FT) EAST OF THE CENTER OF A SHORT
 QS0599'NORTH-SOUTH GRAVEL ROAD, 1.0 METER (3.3 FT) EAST-SOUTHEAST OF THE
 QS0599'SOUTHWEST CORNER OF THE FENCE AND 0.9 METER (3 FT) WEST-NORTHWEST OF A
 QS0599'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QS0599'CAP.
 QS0599'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0599'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 QS0599
 QS0599                          STATION RECOVERY (2012)
 QS0599
 QS0599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0042 ***********************************************************************
 OR0042  DESIGNATION -  G 44
 OR0042  PID         -  OR0042
 OR0042  STATE/COUNTY-  SD/SANBORN
 OR0042  COUNTRY     -  US
 OR0042  USGS QUAD   -  LETCHER SW (2017)
 OR0042
 OR0042                         *CURRENT SURVEY CONTROL
 OR0042  ______________________________________________________________________
 OR0042* NAD 83(1986) POSITION- 43 51 57.75   (N) 098 07 45.31   (W)   HD_HELD1
 OR0042* NAVD 88 ORTHO HEIGHT -   398.456 (meters)     1307.27  (feet) ADJUSTED
 OR0042  ______________________________________________________________________
 OR0042  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 OR0042  DYNAMIC HEIGHT  -        398.366 (meters)     1306.97  (feet) COMP
 OR0042  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 OR0042
 OR0042  VERT ORDER      -  FIRST     CLASS II
 OR0042
 OR0042.The horizontal coordinates were determined by differentially corrected
 OR0042.hand held GPS observations or other comparable positioning techniques
 OR0042.and have an estimated accuracy of +/- 3 meters.
 OR0042
 OR0042.The orthometric height was determined by differential leveling and
 OR0042.adjusted by the NATIONAL GEODETIC SURVEY
 OR0042.in June 1991.
 OR0042
 OR0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0042.GEOID18 height accuracy estimate available here.
 OR0042
 OR0042.Click photographs - Photos may exist for this station.
 OR0042
 OR0042.The dynamic height is computed by dividing the NAVD 88
 OR0042.geopotential number by the normal gravity value computed on the
 OR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0042.degrees latitude (g = 980.6199 gals.).
 OR0042
 OR0042.The modeled gravity was interpolated from observed gravity values.
 OR0042
 OR0042;                    North         East    Units  Estimated Accuracy
 OR0042;SPC SD S     -   172,622.4     777,142.5     MT  (+/- 3 meters HH1 GPS) 
 OR0042
 OR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP6996857363(NAD 83)
 OR0042
 OR0042                          SUPERSEDED SURVEY CONTROL
 OR0042
 OR0042  NGVD 29 (??/??/92)  398.160  (m)         1306.30   (f) ADJ UNCH    1 2
 OR0042
 OR0042.Superseded values are not recommended for survey control.
 OR0042
 OR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0042.See file dsdata.pdf to determine how the superseded data were derived.
 OR0042
 OR0042_MARKER: DB = BENCH MARK DISK
 OR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0042_STAMPING: G 44 1934
 OR0042_MARK LOGO: CGS
 OR0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0042+STABILITY: SURFACE MOTION
 OR0042
 OR0042  HISTORY     - Date     Condition        Report By
 OR0042  HISTORY     - 1934     MONUMENTED       CGS
 OR0042  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 OR0042
 OR0042                          STATION DESCRIPTION
 OR0042
 OR0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0042'2.3 MI S FROM LETCHER.
 OR0042'2.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0042'PACIFIC RAILROAD FROM THE POST OFFICE AT LETCHER, SANBORN COUNTY,
 OR0042'ABOUT 11 POLES SOUTH OF MILEPOST 13, AT A ROAD CROSSING, 30 FEET
 OR0042'NORTH OF THE CENTER LINE OF THE ROAD, 58 FEET EAST OF THE CENTER
 OR0042'LINE OF THE TRACK, AND 4 FEET NORTH OF A POLE.  A STANDARD DISK,
 OR0042'STAMPED G 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OR0042
 OR0042                          STATION RECOVERY (2012)
 OR0042
 OR0042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1984 ***********************************************************************
 NM1984  DESIGNATION -  G 447
 NM1984  PID         -  NM1984
 NM1984  STATE/COUNTY-  SD/UNION
 NM1984  COUNTRY     -  US
 NM1984  USGS QUAD   -  ALSEN (2017)
 NM1984
 NM1984                         *CURRENT SURVEY CONTROL
 NM1984  ______________________________________________________________________
 NM1984* NAD 83(1986) POSITION- 42 59 48.     (N) 096 47 12.     (W)   SCALED
 NM1984* NAVD 88 ORTHO HEIGHT -   423.919 (meters)     1390.81  (feet) ADJUSTED
 NM1984  ______________________________________________________________________
 NM1984  GEOID HEIGHT    -        -25.683 (meters)                     GEOID18
 NM1984  DYNAMIC HEIGHT  -        423.805 (meters)     1390.43  (feet) COMP
 NM1984  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 NM1984
 NM1984  VERT ORDER      -  FIRST     CLASS II
 NM1984
 NM1984.The horizontal coordinates were scaled from a map and have
 NM1984.an estimated accuracy of +/- 6 seconds.
 NM1984
 NM1984.The orthometric height was determined by differential leveling and
 NM1984.adjusted by the NATIONAL GEODETIC SURVEY
 NM1984.in June 1991.
 NM1984
 NM1984.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1984.GEOID18 height accuracy estimate available here.
 NM1984
 NM1984.Click photographs - Photos may exist for this station.
 NM1984
 NM1984.The dynamic height is computed by dividing the NAVD 88
 NM1984.geopotential number by the normal gravity value computed on the
 NM1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1984.degrees latitude (g = 980.6199 gals.).
 NM1984
 NM1984.The modeled gravity was interpolated from observed gravity values.
 NM1984
 NM1984;                    North         East    Units  Estimated Accuracy
 NM1984;SPC SD S     -    79,870.      889,120.      MT  (+/- 180 meters Scaled)
 NM1984
 NM1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN804628(NAD 83)
 NM1984
 NM1984                          SUPERSEDED SURVEY CONTROL
 NM1984
 NM1984.No superseded survey control is available for this station.
 NM1984
 NM1984_MARKER: I = METAL ROD
 NM1984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1984_STAMPING: G 447 1990
 NM1984_MARK LOGO: NGS
 NM1984_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1984_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1984+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2012
 NM1984_ROD/PIPE-DEPTH: 9.1 meters
 NM1984_SLEEVE-DEPTH  : 0.9 meters
 NM1984
 NM1984  HISTORY     - Date     Condition        Report By
 NM1984  HISTORY     - 1990     MONUMENTED       NGS
 NM1984  HISTORY     - 20120527 GOOD             INDIV
 NM1984
 NM1984                          STATION DESCRIPTION
 NM1984
 NM1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1984'9.7 KM (6.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1984'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.4 KM (0.2 MI) NORTH OF
 NM1984'MILEPOST 41, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 NM1984'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 NM1984'THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND T-FENCE
 NM1984'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1984'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 NM1984'MONUMENT.
 NM1984
 NM1984                          STATION RECOVERY (2012)
 NM1984
 NM1984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0988 ***********************************************************************
 OQ0988  DESIGNATION -  G 448
 OQ0988  PID         -  OQ0988
 OQ0988  STATE/COUNTY-  SD/MINNEHAHA
 OQ0988  COUNTRY     -  US
 OQ0988  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0988
 OQ0988                         *CURRENT SURVEY CONTROL
 OQ0988  ______________________________________________________________________
 OQ0988* NAD 83(1986) POSITION- 43 30 40.     (N) 096 46 51.     (W)   SCALED
 OQ0988* NAVD 88 ORTHO HEIGHT -   433.274 (meters)     1421.50  (feet) ADJUSTED
 OQ0988  ______________________________________________________________________
 OQ0988  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 OQ0988  DYNAMIC HEIGHT  -        433.157 (meters)     1421.12  (feet) COMP
 OQ0988  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 OQ0988
 OQ0988  VERT ORDER      -  FIRST     CLASS II
 OQ0988
 OQ0988.The horizontal coordinates were scaled from a map and have
 OQ0988.an estimated accuracy of +/- 6 seconds.
 OQ0988
 OQ0988.The orthometric height was determined by differential leveling and
 OQ0988.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0988.in June 1991.
 OQ0988
 OQ0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0988.GEOID18 height accuracy estimate available here.
 OQ0988
 OQ0988.Click photographs - Photos may exist for this station.
 OQ0988
 OQ0988.The dynamic height is computed by dividing the NAVD 88
 OQ0988.geopotential number by the normal gravity value computed on the
 OQ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0988.degrees latitude (g = 980.6199 gals.).
 OQ0988
 OQ0988.The modeled gravity was interpolated from observed gravity values.
 OQ0988
 OQ0988;                    North         East    Units  Estimated Accuracy
 OQ0988;SPC SD S     -   136,980.      887,150.      MT  (+/- 180 meters Scaled)
 OQ0988
 OQ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP793199(NAD 83)
 OQ0988
 OQ0988                          SUPERSEDED SURVEY CONTROL
 OQ0988
 OQ0988.No superseded survey control is available for this station.
 OQ0988
 OQ0988_MARKER: I = METAL ROD
 OQ0988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0988_STAMPING: G 448 1990
 OQ0988_MARK LOGO: NGS
 OQ0988_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0988_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0988+STABILITY: POSITION/ELEVATION WELL
 OQ0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0988+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0988_ROD/PIPE-DEPTH: 15.8 meters
 OQ0988_SLEEVE-DEPTH  : 12.2 meters
 OQ0988
 OQ0988  HISTORY     - Date     Condition        Report By
 OQ0988  HISTORY     - 1990     MONUMENTED       NGS
 OQ0988  HISTORY     - 20110315 POOR             INDIV
 OQ0988
 OQ0988                          STATION DESCRIPTION
 OQ0988
 OQ0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0988'3.6 KM (2.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0988'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.4 KM (0.2 MI)
 OQ0988'SOUTH OF EXIT 77, 31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE
 OQ0988'NORTH BOUND LANES OF THE HIGHWAY, 20.2 M (66.3 FT) EAST OF MILE POST
 OQ0988'77, 3.0 M (9.8 FT) SOUTH OF A T-FENCE CORNER, 1.5 M (4.9 FT) BELOW
 OQ0988'THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) WEST OF A WITNESS POST
 OQ0988'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ0988'CAP.
 OQ0988
 OQ0988                          STATION RECOVERY (2011)
 OQ0988
 OQ0988'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0988'HINGED LID IS GONE. BM STEEL ROD APPREARS OK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1018 ***********************************************************************
 OQ1018  DESIGNATION -  G 449
 OQ1018  PID         -  OQ1018
 OQ1018  STATE/COUNTY-  SD/MINNEHAHA
 OQ1018  COUNTRY     -  US
 OQ1018  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1018
 OQ1018                         *CURRENT SURVEY CONTROL
 OQ1018  ______________________________________________________________________
 OQ1018* NAD 83(1986) POSITION- 43 36 20.     (N) 096 41 39.     (W)   SCALED
 OQ1018* NAVD 88 ORTHO HEIGHT -   443.482 (meters)     1454.99  (feet) ADJUSTED
 OQ1018  ______________________________________________________________________
 OQ1018  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 OQ1018  DYNAMIC HEIGHT  -        443.369 (meters)     1454.62  (feet) COMP
 OQ1018  MODELED GRAVITY -    980,352.7   (mgal)                       NAVD 88
 OQ1018
 OQ1018  VERT ORDER      -  FIRST     CLASS II
 OQ1018
 OQ1018.The horizontal coordinates were scaled from a map and have
 OQ1018.an estimated accuracy of +/- 6 seconds.
 OQ1018
 OQ1018.The orthometric height was determined by differential leveling and
 OQ1018.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1018.in June 1991.
 OQ1018
 OQ1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1018.GEOID18 height accuracy estimate available here.
 OQ1018
 OQ1018.Click photographs - Photos may exist for this station.
 OQ1018
 OQ1018.The dynamic height is computed by dividing the NAVD 88
 OQ1018.geopotential number by the normal gravity value computed on the
 OQ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1018.degrees latitude (g = 980.6199 gals.).
 OQ1018
 OQ1018.The modeled gravity was interpolated from observed gravity values.
 OQ1018
 OQ1018;                    North         East    Units  Estimated Accuracy
 OQ1018;SPC SD S     -   147,770.      893,690.      MT  (+/- 180 meters Scaled)
 OQ1018
 OQ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP860306(NAD 83)
 OQ1018
 OQ1018                          SUPERSEDED SURVEY CONTROL
 OQ1018
 OQ1018.No superseded survey control is available for this station.
 OQ1018
 OQ1018_MARKER: I = METAL ROD
 OQ1018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1018_STAMPING: G 449 1990
 OQ1018_MARK LOGO: NGS
 OQ1018_PROJECTION: PROJECTING 9 CENTIMETERS
 OQ1018_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1018+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1991
 OQ1018_ROD/PIPE-DEPTH: 6.0 meters
 OQ1018_SLEEVE-DEPTH  : 0.9 meters
 OQ1018
 OQ1018  HISTORY     - Date     Condition        Report By
 OQ1018  HISTORY     - 1990     MONUMENTED       NGS
 OQ1018  HISTORY     - 19910526 GOOD             NGS
 OQ1018
 OQ1018                          STATION DESCRIPTION
 OQ1018
 OQ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1018'0.3 KM (0.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OQ1018'JUNCTION WITH INTERSTATE HIGHWAY 229 (EXIT 400) AT THE NORTHEAST EDGE
 OQ1018'OF SIOUX FALLS, 0.6 KM (0.4 MI) EAST OF MILEPOST 400, 76.5 M (251.0
 OQ1018'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 90,
 OQ1018'33.0 M (108.3 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 2 SUPPORT
 OQ1018'POSTS IN A FENCE, 29.3 M (96.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 OQ1018'AN OFF RAMP (EXIT 400), 1.2 M (3.9 FT) BELOW THE CENTER OF THE RAMP,
 OQ1018'AND 0.5 M (1.6 FT) NORTH-NORTHEAST OF A WITNESS POST AND FENCE.
 OQ1018'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1018'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1018
 OQ1018                          STATION RECOVERY (1991)
 OQ1018
 OQ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1018'0.3 KM (0.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1018'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, 0.6
 OQ1018'KM (0.4 MI) EAST OF MILEPOST 400, 76.5 M (251.0 FT) SOUTH OF THE
 OQ1018'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 33.0 M (108.3 FT)
 OQ1018'SOUTHEAST OF THE MOST SOUTHEASTERLY OF 2 BRACED FENCE POSTS, 29.3 M
 OQ1018'(96.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF AN OFF RAMP, 1.2 M
 OQ1018'(3.9 FT) BELOW THE CENTER OF THE RAMP, AND 0.5 M (1.6 FT)
 OQ1018'NORTH-NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1018'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1018'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0081 ***********************************************************************
 PS0081  DESIGNATION -  G 45
 PS0081  PID         -  PS0081
 PS0081  STATE/COUNTY-  SD/BEADLE
 PS0081  COUNTRY     -  US
 PS0081  USGS QUAD   -  VIRGIL (2017)
 PS0081
 PS0081                         *CURRENT SURVEY CONTROL
 PS0081  ______________________________________________________________________
 PS0081* NAD 83(1986) POSITION- 44 20 31.     (N) 098 26 34.     (W)   SCALED
 PS0081* NAVD 88 ORTHO HEIGHT -   403.772 (meters)     1324.71  (feet) ADJUSTED
 PS0081  ______________________________________________________________________
 PS0081  GEOID HEIGHT    -        -25.072 (meters)                     GEOID18
 PS0081  DYNAMIC HEIGHT  -        403.699 (meters)     1324.47  (feet) COMP
 PS0081  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PS0081
 PS0081  VERT ORDER      -  FIRST     CLASS II
 PS0081
 PS0081.The horizontal coordinates were scaled from a map and have
 PS0081.an estimated accuracy of +/- 6 seconds.
 PS0081
 PS0081.The orthometric height was determined by differential leveling and
 PS0081.adjusted by the NATIONAL GEODETIC SURVEY
 PS0081.in June 1991.
 PS0081
 PS0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0081.GEOID18 height accuracy estimate available here.
 PS0081
 PS0081.Click photographs - Photos may exist for this station.
 PS0081
 PS0081.The dynamic height is computed by dividing the NAVD 88
 PS0081.geopotential number by the normal gravity value computed on the
 PS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0081.degrees latitude (g = 980.6199 gals.).
 PS0081
 PS0081.The modeled gravity was interpolated from observed gravity values.
 PS0081
 PS0081;                    North         East    Units  Estimated Accuracy
 PS0081;SPC SD N     -    57,710.      724,170.      MT  (+/- 180 meters Scaled)
 PS0081
 PS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ444100(NAD 83)
 PS0081
 PS0081                          SUPERSEDED SURVEY CONTROL
 PS0081
 PS0081  NGVD 29 (??/??/92)  403.473  (m)         1323.73   (f) ADJ UNCH    1 2
 PS0081
 PS0081.Superseded values are not recommended for survey control.
 PS0081
 PS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0081.See file dsdata.pdf to determine how the superseded data were derived.
 PS0081
 PS0081_MARKER: DB = BENCH MARK DISK
 PS0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0081_STAMPING: G 45 1934
 PS0081_MARK LOGO: CGS
 PS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0081+STABILITY: SURFACE MOTION
 PS0081
 PS0081  HISTORY     - Date     Condition        Report By
 PS0081  HISTORY     - 1934     MONUMENTED       CGS
 PS0081
 PS0081                          STATION DESCRIPTION
 PS0081
 PS0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0081'3.5 MI NW FROM BEADLE.
 PS0081'ABOUT 3-1/2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 PS0081'PAUL AND PACIFIC RAILROAD FROM THE STATION AT VIRGIL, BEADLE
 PS0081'COUNTY, ABOUT 8 POLES SOUTHEAST OF MILEPOST 50, AT A ROAD CROSSING,
 PS0081'65 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 45 FEET
 PS0081'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 8 FEET SOUTH OF
 PS0081'A POLE.  A STANDARD DISK, STAMPED G 45 1934 AND SET IN THE TOP
 PS0081'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1947 ***********************************************************************
 NM1947  DESIGNATION -  G 450
 NM1947  PID         -  NM1947
 NM1947  STATE/COUNTY-  SD/UNION
 NM1947  COUNTRY     -  US
 NM1947  USGS QUAD   -  JEFFERSON (2017)
 NM1947
 NM1947                         *CURRENT SURVEY CONTROL
 NM1947  ______________________________________________________________________
 NM1947* NAD 83(1986) POSITION- 42 35 12.     (N) 096 33 04.     (W)   SCALED
 NM1947* NAVD 88 ORTHO HEIGHT -   338.680 (meters)     1111.15  (feet) ADJUSTED
 NM1947  ______________________________________________________________________
 NM1947  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 NM1947  DYNAMIC HEIGHT  -        338.575 (meters)     1110.81  (feet) COMP
 NM1947  MODELED GRAVITY -    980,302.2   (mgal)                       NAVD 88
 NM1947
 NM1947  VERT ORDER      -  FIRST     CLASS II
 NM1947
 NM1947.The horizontal coordinates were scaled from a map and have
 NM1947.an estimated accuracy of +/- 6 seconds.
 NM1947
 NM1947.The orthometric height was determined by differential leveling and
 NM1947.adjusted by the NATIONAL GEODETIC SURVEY
 NM1947.in June 1991.
 NM1947
 NM1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1947.GEOID18 height accuracy estimate available here.
 NM1947
 NM1947.Click photographs - Photos may exist for this station.
 NM1947
 NM1947.The dynamic height is computed by dividing the NAVD 88
 NM1947.geopotential number by the normal gravity value computed on the
 NM1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1947.degrees latitude (g = 980.6199 gals.).
 NM1947
 NM1947.The modeled gravity was interpolated from observed gravity values.
 NM1947
 NM1947;                    North         East    Units  Estimated Accuracy
 NM1947;SPC SD S     -    35,210.      910,380.      MT  (+/- 180 meters Scaled)
 NM1947
 NM1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN009178(NAD 83)
 NM1947
 NM1947                          SUPERSEDED SURVEY CONTROL
 NM1947
 NM1947.No superseded survey control is available for this station.
 NM1947
 NM1947_MARKER: I = METAL ROD
 NM1947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1947_STAMPING: G 450 1990
 NM1947_MARK LOGO: NGS
 NM1947_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1947_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1947+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1947_ROD/PIPE-DEPTH: 24.4 meters
 NM1947_SLEEVE-DEPTH  : 0.9 meters
 NM1947
 NM1947  HISTORY     - Date     Condition        Report By
 NM1947  HISTORY     - 1990     MONUMENTED       NGS
 NM1947  HISTORY     - 20120328 POOR             INDIV
 NM1947
 NM1947                          STATION DESCRIPTION
 NM1947
 NM1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1947'1.2 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 105 FROM ITS JUNCTION
 NM1947'WITH MAIN STREET IN JEFFERSON, THENCE 2.9 KM (1.8 MI) SOUTHERLY ALONG
 NM1947'INTERSTATE HIGHWAY 29, 1.1 KM (0.7 MI) NORTH OF MILEPOST 7, 32.0 M
 NM1947'(105.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NM1947'INTERSTATE HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NM1947'0.6 M (2.0 FT) WEST OF THE MOST NORTHWESTERLY 1 OF 2 FENCE BRACE
 NM1947'POSTS, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 NM1947'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 NM1947'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1947
 NM1947                          STATION RECOVERY (2012)
 NM1947
 NM1947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1947'SEVERE DAMAGE
 NM1947'RECOMMEND NOT TO BE USED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1021 ***********************************************************************
 PR1021  DESIGNATION -  G 451
 PR1021  PID         -  PR1021
 PR1021  STATE/COUNTY-  SD/MOODY
 PR1021  COUNTRY     -  US
 PR1021  USGS QUAD   -  RUTLAND SE (2017)
 PR1021
 PR1021                         *CURRENT SURVEY CONTROL
 PR1021  ______________________________________________________________________
 PR1021* NAD 83(1986) POSITION- 44 02 12.     (N) 096 45 31.     (W)   SCALED
 PR1021* NAVD 88 ORTHO HEIGHT -   496.690 (meters)     1629.56  (feet) ADJUSTED
 PR1021  ______________________________________________________________________
 PR1021  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 PR1021  DYNAMIC HEIGHT  -        496.575 (meters)     1629.18  (feet) COMP
 PR1021  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 PR1021
 PR1021  VERT ORDER      -  FIRST     CLASS II
 PR1021
 PR1021.The horizontal coordinates were scaled from a map and have
 PR1021.an estimated accuracy of +/- 6 seconds.
 PR1021
 PR1021.The orthometric height was determined by differential leveling and
 PR1021.adjusted by the NATIONAL GEODETIC SURVEY
 PR1021.in October 1997.
 PR1021
 PR1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1021.GEOID18 height accuracy estimate available here.
 PR1021
 PR1021.Click photographs - Photos may exist for this station.
 PR1021
 PR1021.The dynamic height is computed by dividing the NAVD 88
 PR1021.geopotential number by the normal gravity value computed on the
 PR1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1021.degrees latitude (g = 980.6199 gals.).
 PR1021
 PR1021.The modeled gravity was interpolated from observed gravity values.
 PR1021
 PR1021;                    North         East    Units  Estimated Accuracy
 PR1021;SPC SD S     -   195,390.      886,430.      MT  (+/- 180 meters Scaled)
 PR1021
 PR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP795783(NAD 83)
 PR1021
 PR1021                          SUPERSEDED SURVEY CONTROL
 PR1021
 PR1021  NAVD 88 (06/15/91)  496.695  (m)         1629.57   (f) SUPERSEDED  1 2
 PR1021
 PR1021.Superseded values are not recommended for survey control.
 PR1021
 PR1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1021.See file dsdata.pdf to determine how the superseded data were derived.
 PR1021
 PR1021_MARKER: I = METAL ROD
 PR1021_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1021_STAMPING: G 451 1990
 PR1021_MARK LOGO: NGS
 PR1021_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1021_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1021+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 PR1021_ROD/PIPE-DEPTH: 6.7 meters
 PR1021_SLEEVE-DEPTH  : 0.9 meters
 PR1021
 PR1021  HISTORY     - Date     Condition        Report By
 PR1021  HISTORY     - 1990     MONUMENTED       NGS
 PR1021  HISTORY     - 20110330 GOOD             INDIV
 PR1021
 PR1021                          STATION DESCRIPTION
 PR1021
 PR1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1021'6.4 KM (4.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1021'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 1.3 KM (0.8 MI)
 PR1021'NORTH OF MILEPOST 113, 31.4 M (103.0 FT) EAST OF THE CENTERLINE OF THE
 PR1021'NORTHBOUND LANES OF THE HIGHWAY, 11.9 M (39.0 FT) SOUTH OF THE
 PR1021'EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 3.4 M (11.2 FT)
 PR1021'SOUTH OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PR1021'HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 PR1021'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PR1021'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 PR1021
 PR1021                          STATION RECOVERY (2011)
 PR1021
 PR1021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1169 ***********************************************************************
 OQ1169  DESIGNATION -  G 453
 OQ1169  PID         -  OQ1169
 OQ1169  STATE/COUNTY-  SD/HANSON
 OQ1169  COUNTRY     -  US
 OQ1169  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1169
 OQ1169                         *CURRENT SURVEY CONTROL
 OQ1169  ______________________________________________________________________
 OQ1169* NAD 83(1986) POSITION- 43 40 39.     (N) 097 50 47.     (W)   SCALED
 OQ1169* NAVD 88 ORTHO HEIGHT -   399.559 (meters)     1310.89  (feet) ADJUSTED
 OQ1169  ______________________________________________________________________
 OQ1169  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 OQ1169  DYNAMIC HEIGHT  -        399.460 (meters)     1310.56  (feet) COMP
 OQ1169  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 OQ1169
 OQ1169  VERT ORDER      -  FIRST     CLASS II
 OQ1169
 OQ1169.The horizontal coordinates were scaled from a map and have
 OQ1169.an estimated accuracy of +/- 6 seconds.
 OQ1169
 OQ1169.The orthometric height was determined by differential leveling and
 OQ1169.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1169.in September 1993.
 OQ1169
 OQ1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1169.GEOID18 height accuracy estimate available here.
 OQ1169
 OQ1169.Click photographs - Photos may exist for this station.
 OQ1169
 OQ1169.The dynamic height is computed by dividing the NAVD 88
 OQ1169.geopotential number by the normal gravity value computed on the
 OQ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1169.degrees latitude (g = 980.6199 gals.).
 OQ1169
 OQ1169.The modeled gravity was interpolated from observed gravity values.
 OQ1169
 OQ1169;                    North         East    Units  Estimated Accuracy
 OQ1169;SPC SD S     -   152,330.      800,500.      MT  (+/- 180 meters Scaled)
 OQ1169
 OQ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP929367(NAD 83)
 OQ1169
 OQ1169                          SUPERSEDED SURVEY CONTROL
 OQ1169
 OQ1169.No superseded survey control is available for this station.
 OQ1169
 OQ1169_MARKER: I = METAL ROD
 OQ1169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1169_STAMPING: G 453 1991
 OQ1169_MARK LOGO: NGS
 OQ1169_PROJECTION: FLUSH
 OQ1169_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1169+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1169_ROD/PIPE-DEPTH: 6.3 meters
 OQ1169_SLEEVE-DEPTH  : 0.9 meters
 OQ1169
 OQ1169  HISTORY     - Date     Condition        Report By
 OQ1169  HISTORY     - 1991     MONUMENTED       NGS
 OQ1169  HISTORY     - 20120202 GOOD             INDIV
 OQ1169
 OQ1169                          STATION DESCRIPTION
 OQ1169
 OQ1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1169'5.1 KM (3.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1169'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.25 KM (0.16
 OQ1169'MI) WEST OF MILEPOST 341, 39.6 M (129.9 FT) SOUTHWEST OF THE
 OQ1169'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 22.2 M (72.8 FT)
 OQ1169'SOUTHEAST OF A THE NORTH LEG OF A BILLBOARD, 5.5 M (18.0 FT)
 OQ1169'SOUTHEAST OF A FENCE CORNER, AND 0.5 M (1.6 FT) NORTHEAST OF A
 OQ1169'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1169'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OQ1169'FOR A CLASS A MARK.
 OQ1169
 OQ1169                          STATION RECOVERY (2012)
 OQ1169
 OQ1169'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0995 ***********************************************************************
 OR0995  CBN         -  This is a Cooperative Base Network Control Station.
 OR0995  DESIGNATION -  G 454
 OR0995  PID         -  OR0995
 OR0995  STATE/COUNTY-  SD/AURORA
 OR0995  COUNTRY     -  US
 OR0995  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0995
 OR0995                         *CURRENT SURVEY CONTROL
 OR0995  ______________________________________________________________________
 OR0995* NAD 83(2011) POSITION- 43 42 28.74421(N) 098 30 09.16061(W)   ADJUSTED
 OR0995* NAD 83(2011) ELLIP HT-   443.951 (meters)        (06/27/12)   ADJUSTED
 OR0995* NAD 83(2011) EPOCH   -  2010.00
 OR0995* NAVD 88 ORTHO HEIGHT -   469.909 (meters)     1541.69  (feet) ADJUSTED
 OR0995  ______________________________________________________________________
 OR0995  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 OR0995  NAD 83(2011) X  -   -682,827.561 (meters)                     COMP
 OR0995  NAD 83(2011) Y  - -4,567,518.254 (meters)                     COMP
 OR0995  NAD 83(2011) Z  -  4,385,001.583 (meters)                     COMP
 OR0995  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 OR0995  DYNAMIC HEIGHT  -        469.789 (meters)     1541.30  (feet) COMP
 OR0995  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 OR0995
 OR0995  VERT ORDER      -  FIRST     CLASS II
 OR0995
 OR0995  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR0995  Standards:
 OR0995         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR0995            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR0995  -------------------------------------------------------------------
 OR0995  NETWORK    0.56   1.14           0.25   0.20   0.58      0.00147671
 OR0995  -------------------------------------------------------------------
 OR0995  Click here for local accuracies and other accuracy information.
 OR0995
 OR0995.The horizontal coordinates were established by GPS observations
 OR0995.and adjusted by the National Geodetic Survey in June 2012.
 OR0995
 OR0995.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR0995.been affixed to the stable North American tectonic plate. See 
 OR0995.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR0995
 OR0995.The horizontal coordinates are valid at the epoch date displayed above
 OR0995.which is a decimal equivalence of Year/Month/Day.
 OR0995
 OR0995.The orthometric height was determined by differential leveling and
 OR0995.adjusted by the NATIONAL GEODETIC SURVEY
 OR0995.in September 1993.
 OR0995
 OR0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0995.GEOID18 height accuracy estimate available here.
 OR0995
 OR0995.Click photographs - Photos may exist for this station.
 OR0995
 OR0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR0995
 OR0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0995
 OR0995.The ellipsoidal height was determined by GPS observations
 OR0995.and is referenced to NAD 83.
 OR0995
 OR0995.The dynamic height is computed by dividing the NAVD 88
 OR0995.geopotential number by the normal gravity value computed on the
 OR0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0995.degrees latitude (g = 980.6199 gals.).
 OR0995
 OR0995.The modeled gravity was interpolated from observed gravity values.
 OR0995
 OR0995. The following values were computed from the NAD 83(2011) position.
 OR0995
 OR0995;                    North         East     Units Scale Factor Converg.
 OR0995;SPC SD S     -   154,338.071   747,533.364   MT  0.99990809   +1 15 46.7
 OR0995;SPC SD S     -   506,357.49  2,452,532.38   sFT  0.99990809   +1 15 46.7
 OR0995;UTM  14      - 4,839,560.376   540,078.157   MT  0.99961976   +0 20 37.5
 OR0995
 OR0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0995!SPC SD S     -   0.99993039  x   0.99990809  =   0.99983849
 OR0995!UTM  14      -   0.99993039  x   0.99961976  =   0.99955018
 OR0995
 OR0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP4007839560(NAD 83)
 OR0995
 OR0995                          SUPERSEDED SURVEY CONTROL
 OR0995
 OR0995  NAD 83(2007)-  43 42 28.74421(N)    098 30 09.16150(W) AD(2002.00) 0
 OR0995  ELLIP H (02/10/07)  443.956  (m)                       GP(2002.00)    
 OR0995  NAD 83(1996)-  43 42 28.74408(N)    098 30 09.16136(W) AD(       ) A
 OR0995  ELLIP H (06/23/03)  443.956  (m)                       GP(       ) 3 1
 OR0995  NAVD 88             469.91   (m)         1541.7    (f) LEVELING    3  
 OR0995
 OR0995.Superseded values are not recommended for survey control.
 OR0995
 OR0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0995.See file dsdata.pdf to determine how the superseded data were derived.
 OR0995
 OR0995_MARKER: I = METAL ROD
 OR0995_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0995_STAMPING: G 454 1991
 OR0995_MARK LOGO: NGS
 OR0995_PROJECTION: FLUSH
 OR0995_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0995+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2012
 OR0995_ROD/PIPE-DEPTH: 6.9 meters
 OR0995_SLEEVE-DEPTH  : 0.9 meters
 OR0995
 OR0995  HISTORY     - Date     Condition        Report By
 OR0995  HISTORY     - 1991     MONUMENTED       NGS
 OR0995  HISTORY     - 20020605 GOOD             SDDT
 OR0995  HISTORY     - 20120126 GOOD             INDIV
 OR0995
 OR0995                          STATION DESCRIPTION
 OR0995
 OR0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0995'1.4 KM (0.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0995'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0995'0.6 KM (0.4 MI) EAST OF MILEPOST 307, 69.1 M (226.7 FT) WEST OF A
 OR0995'T-FENCE CORNER, 30.9 M (101.4 FT) SOUTH OF THE CENTERLINE OF THE
 OR0995'EASTBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) NORTH OF A WITNESS
 OR0995'POST AND FENCE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OR0995'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR0995'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0995
 OR0995                          STATION RECOVERY (2002)
 OR0995
 OR0995'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OR0995'RECOVERED AS DESCRIBED
 OR0995'
 OR0995
 OR0995                          STATION RECOVERY (2012)
 OR0995
 OR0995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1146 ***********************************************************************
 OQ1146  DESIGNATION -  G 455
 OQ1146  PID         -  OQ1146
 OQ1146  STATE/COUNTY-  SD/MCCOOK
 OQ1146  COUNTRY     -  US
 OQ1146  USGS QUAD   -  SALEM (2017)
 OQ1146
 OQ1146                         *CURRENT SURVEY CONTROL
 OQ1146  ______________________________________________________________________
 OQ1146* NAD 83(1986) POSITION- 43 39 58.     (N) 097 25 40.     (W)   SCALED
 OQ1146* NAVD 88 ORTHO HEIGHT -   453.424 (meters)     1487.61  (feet) ADJUSTED
 OQ1146  ______________________________________________________________________
 OQ1146  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 OQ1146  DYNAMIC HEIGHT  -        453.312 (meters)     1487.24  (feet) COMP
 OQ1146  MODELED GRAVITY -    980,358.2   (mgal)                       NAVD 88
 OQ1146
 OQ1146  VERT ORDER      -  FIRST     CLASS II
 OQ1146
 OQ1146.The horizontal coordinates were scaled from a map and have
 OQ1146.an estimated accuracy of +/- 6 seconds.
 OQ1146
 OQ1146.The orthometric height was determined by differential leveling and
 OQ1146.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1146.in September 1993.
 OQ1146
 OQ1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1146.GEOID18 height accuracy estimate available here.
 OQ1146
 OQ1146.Click photographs - Photos may exist for this station.
 OQ1146
 OQ1146.The dynamic height is computed by dividing the NAVD 88
 OQ1146.geopotential number by the normal gravity value computed on the
 OQ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1146.degrees latitude (g = 980.6199 gals.).
 OQ1146
 OQ1146.The modeled gravity was interpolated from observed gravity values.
 OQ1146
 OQ1146;                    North         East    Units  Estimated Accuracy
 OQ1146;SPC SD S     -   152,160.      834,280.      MT  (+/- 180 meters Scaled)
 OQ1146
 OQ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP267359(NAD 83)
 OQ1146
 OQ1146                          SUPERSEDED SURVEY CONTROL
 OQ1146
 OQ1146.No superseded survey control is available for this station.
 OQ1146
 OQ1146_MARKER: I = METAL ROD
 OQ1146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1146_STAMPING: G 455 1991
 OQ1146_MARK LOGO: NGS
 OQ1146_PROJECTION: FLUSH
 OQ1146_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1146+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1146_ROD/PIPE-DEPTH: 10.9 meters
 OQ1146_SLEEVE-DEPTH  : 0.9 meters
 OQ1146
 OQ1146  HISTORY     - Date     Condition        Report By
 OQ1146  HISTORY     - 1991     MONUMENTED       NGS
 OQ1146  HISTORY     - 20120209 GOOD             INDIV
 OQ1146
 OQ1146                          STATION DESCRIPTION
 OQ1146
 OQ1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1146'28.6 KM (17.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1146'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1146'31.2 M (102.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OQ1146'THE HIGHWAY, 28.6 M (93.8 FT) SOUTHEAST OF MILEPOST 362, 23.2 M (76.1
 OQ1146'FT) EAST-SOUTHEAST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN
 OQ1146'(REST AREA), 0.7 M (2.3 FT) NORTHWEST OF A FENCE CORNER, 0.6 M (2.0
 OQ1146'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A
 OQ1146'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1146'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OQ1146'FOR A CLASS A MARK.
 OQ1146
 OQ1146                          STATION RECOVERY (2012)
 OQ1146
 OQ1146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0851 ***********************************************************************
 OS0851  DESIGNATION -  G 457
 OS0851  PID         -  OS0851
 OS0851  STATE/COUNTY-  SD/JONES
 OS0851  COUNTRY     -  US
 OS0851  USGS QUAD   -  OKATON NE (2017)
 OS0851
 OS0851                         *CURRENT SURVEY CONTROL
 OS0851  ______________________________________________________________________
 OS0851* NAD 83(1986) POSITION- 43 53 10.     (N) 100 48 28.     (W)   SCALED
 OS0851* NAVD 88 ORTHO HEIGHT -   707.501 (meters)     2321.19  (feet) ADJUSTED
 OS0851  ______________________________________________________________________
 OS0851  GEOID HEIGHT    -        -23.868 (meters)                     GEOID18
 OS0851  DYNAMIC HEIGHT  -        707.269 (meters)     2320.43  (feet) COMP
 OS0851  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 OS0851
 OS0851  VERT ORDER      -  FIRST     CLASS II
 OS0851
 OS0851.The horizontal coordinates were scaled from a map and have
 OS0851.an estimated accuracy of +/- 6 seconds.
 OS0851
 OS0851.The orthometric height was determined by differential leveling and
 OS0851.adjusted by the NATIONAL GEODETIC SURVEY
 OS0851.in September 1993.
 OS0851
 OS0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0851.GEOID18 height accuracy estimate available here.
 OS0851
 OS0851.Click photographs - Photos may exist for this station.
 OS0851
 OS0851.The dynamic height is computed by dividing the NAVD 88
 OS0851.geopotential number by the normal gravity value computed on the
 OS0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0851.degrees latitude (g = 980.6199 gals.).
 OS0851
 OS0851.The modeled gravity was interpolated from observed gravity values.
 OS0851
 OS0851;                    North         East    Units  Estimated Accuracy
 OS0851;SPC SD S     -   172,610.      561,880.      MT  (+/- 180 meters Scaled)
 OS0851
 OS0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP547608(NAD 83)
 OS0851
 OS0851                          SUPERSEDED SURVEY CONTROL
 OS0851
 OS0851.No superseded survey control is available for this station.
 OS0851
 OS0851_MARKER: I = METAL ROD
 OS0851_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0851_STAMPING: G 457 1991
 OS0851_MARK LOGO: NGS
 OS0851_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0851_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0851+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0851_ROD/PIPE-DEPTH: 5.3 meters
 OS0851_SLEEVE-DEPTH  : 0.9 meters
 OS0851
 OS0851  HISTORY     - Date     Condition        Report By
 OS0851  HISTORY     - 1991     MONUMENTED       NGS
 OS0851
 OS0851                          STATION DESCRIPTION
 OS0851
 OS0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0851'8.3 KM (5.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0851'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.8 KM (0.50
 OS0851'MI) EAST OF MILEPOST 187, 31.2 M (102.4 FT) SOUTH OF THE CENTERLINE
 OS0851'OF THE EASTBOUND LANES OF THE HIGHWAY, 7.5 M (24.6 FT) WEST OF A
 OS0851'FENCE CORNER, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 OS0851'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 OS0851'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OS0851'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0887 ***********************************************************************
 OS0887  DESIGNATION -  G 458
 OS0887  PID         -  OS0887
 OS0887  STATE/COUNTY-  SD/JONES
 OS0887  COUNTRY     -  US
 OS0887  USGS QUAD   -  MURDO SW (2017)
 OS0887
 OS0887                         *CURRENT SURVEY CONTROL
 OS0887  ______________________________________________________________________
 OS0887* NAD 83(1986) POSITION- 43 45 49.     (N) 100 40 22.     (W)   SCALED
 OS0887* NAVD 88 ORTHO HEIGHT -   614.545 (meters)     2016.22  (feet) ADJUSTED
 OS0887  ______________________________________________________________________
 OS0887  GEOID HEIGHT    -        -24.302 (meters)                     GEOID18
 OS0887  DYNAMIC HEIGHT  -        614.342 (meters)     2015.55  (feet) COMP
 OS0887  MODELED GRAVITY -    980,270.2   (mgal)                       NAVD 88
 OS0887
 OS0887  VERT ORDER      -  FIRST     CLASS II
 OS0887
 OS0887.The horizontal coordinates were scaled from a map and have
 OS0887.an estimated accuracy of +/- 6 seconds.
 OS0887
 OS0887.The orthometric height was determined by differential leveling and
 OS0887.adjusted by the NATIONAL GEODETIC SURVEY
 OS0887.in June 1994.
 OS0887
 OS0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0887.GEOID18 height accuracy estimate available here.
 OS0887
 OS0887.Click photographs - Photos may exist for this station.
 OS0887
 OS0887.The dynamic height is computed by dividing the NAVD 88
 OS0887.geopotential number by the normal gravity value computed on the
 OS0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0887.degrees latitude (g = 980.6199 gals.).
 OS0887
 OS0887.The modeled gravity was interpolated from observed gravity values.
 OS0887
 OS0887;                    North         East    Units  Estimated Accuracy
 OS0887;SPC SD S     -   158,950.      572,670.      MT  (+/- 180 meters Scaled)
 OS0887
 OS0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP653469(NAD 83)
 OS0887
 OS0887                          SUPERSEDED SURVEY CONTROL
 OS0887
 OS0887.No superseded survey control is available for this station.
 OS0887
 OS0887_MARKER: I = METAL ROD
 OS0887_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0887+WITH SETTING: INFORMATION.
 OS0887_STAMPING: G 458 1992
 OS0887_MARK LOGO: NGS
 OS0887_PROJECTION: FLUSH
 OS0887_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0887+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0887_ROD/PIPE-DEPTH: 2.4 meters
 OS0887
 OS0887  HISTORY     - Date     Condition        Report By
 OS0887  HISTORY     - 1992     MONUMENTED       NGS
 OS0887
 OS0887                          STATION DESCRIPTION
 OS0887
 OS0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0887'12.6 KM (7.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0887'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, THENCE 1.5 KM (0.95 MI)
 OS0887'SOUTHEASTERLY ALONG COUNTY ROAD S7, NEAR THE CENTER OF A CURVE, 19.0
 OS0887'M (62.3 FT) WEST OF AND LEVEL WITH THE CENTER OF THE ROAD, 0.9 M (3.0
 OS0887'FT) EAST OF A WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) SOUTHEAST OF
 OS0887'A FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0887'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0909 ***********************************************************************
 OS0909  DESIGNATION -  G 459
 OS0909  PID         -  OS0909
 OS0909  STATE/COUNTY-  SD/TODD
 OS0909  COUNTRY     -  US
 OS0909  USGS QUAD   -  MISSION (2017)
 OS0909
 OS0909                         *CURRENT SURVEY CONTROL
 OS0909  ______________________________________________________________________
 OS0909* NAD 83(1986) POSITION- 43 19 51.     (N) 100 42 40.     (W)   SCALED
 OS0909* NAVD 88 ORTHO HEIGHT -   780.091 (meters)     2559.35  (feet) ADJUSTED
 OS0909  ______________________________________________________________________
 OS0909  GEOID HEIGHT    -        -23.248 (meters)                     GEOID18
 OS0909  DYNAMIC HEIGHT  -        779.780 (meters)     2558.33  (feet) COMP
 OS0909  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 OS0909
 OS0909  VERT ORDER      -  FIRST     CLASS II
 OS0909
 OS0909.The horizontal coordinates were scaled from a map and have
 OS0909.an estimated accuracy of +/- 6 seconds.
 OS0909
 OS0909.The orthometric height was determined by differential leveling and
 OS0909.adjusted by the NATIONAL GEODETIC SURVEY
 OS0909.in June 1994.
 OS0909
 OS0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0909.GEOID18 height accuracy estimate available here.
 OS0909
 OS0909.Click photographs - Photos may exist for this station.
 OS0909
 OS0909.The dynamic height is computed by dividing the NAVD 88
 OS0909.geopotential number by the normal gravity value computed on the
 OS0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0909.degrees latitude (g = 980.6199 gals.).
 OS0909
 OS0909.The modeled gravity was interpolated from observed gravity values.
 OS0909
 OS0909;                    North         East    Units  Estimated Accuracy
 OS0909;SPC SD S     -   110,880.      569,360.      MT  (+/- 180 meters Scaled)
 OS0909
 OS0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN612989(NAD 83)
 OS0909
 OS0909                          SUPERSEDED SURVEY CONTROL
 OS0909
 OS0909.No superseded survey control is available for this station.
 OS0909
 OS0909_MARKER: I = METAL ROD
 OS0909_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0909+WITH SETTING: INFORMATION.
 OS0909_STAMPING: G 459 1992
 OS0909_MARK LOGO: NGS
 OS0909_PROJECTION: FLUSH
 OS0909_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0909+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0909_ROD/PIPE-DEPTH: 1.0 meters
 OS0909
 OS0909  HISTORY     - Date     Condition        Report By
 OS0909  HISTORY     - 1992     MONUMENTED       NGS
 OS0909
 OS0909                          STATION DESCRIPTION
 OS0909
 OS0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0909'7.9 KM (4.90 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0909'OF U.S. HIGHWAY 18 IN MISSION, 120.0 M (393.7 FT) SOUTH OF THE
 OS0909'CENTER OF A GRAVELED DRIVEWAY, 30.0 M (98.4 FT) WEST OF THE
 OS0909'CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) NORTH OF A T-FENCE CORNER,
 OS0909'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 OS0909'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0909'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 OS0909'ANCHORED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0229 ***********************************************************************
 PS0229  DESIGNATION -  G 46
 PS0229  PID         -  PS0229
 PS0229  STATE/COUNTY-  SD/SPINK
 PS0229  COUNTRY     -  US
 PS0229  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0229
 PS0229                         *CURRENT SURVEY CONTROL
 PS0229  ______________________________________________________________________
 PS0229* NAD 83(1986) POSITION- 44 52 54.     (N) 098 31 59.     (W)   SCALED
 PS0229* NAVD 88 ORTHO HEIGHT -   395.002 (meters)     1295.94  (feet) ADJUSTED
 PS0229  ______________________________________________________________________
 PS0229  GEOID HEIGHT    -        -24.289 (meters)                     GEOID18
 PS0229  DYNAMIC HEIGHT  -        394.959 (meters)     1295.79  (feet) COMP
 PS0229  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 PS0229
 PS0229  VERT ORDER      -  FIRST     CLASS II
 PS0229
 PS0229.The horizontal coordinates were scaled from a map and have
 PS0229.an estimated accuracy of +/- 6 seconds.
 PS0229
 PS0229.The orthometric height was determined by differential leveling and
 PS0229.adjusted by the NATIONAL GEODETIC SURVEY
 PS0229.in June 1991.
 PS0229
 PS0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0229.GEOID18 height accuracy estimate available here.
 PS0229
 PS0229.Click photographs - Photos may exist for this station.
 PS0229
 PS0229.The dynamic height is computed by dividing the NAVD 88
 PS0229.geopotential number by the normal gravity value computed on the
 PS0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0229.degrees latitude (g = 980.6199 gals.).
 PS0229
 PS0229.The modeled gravity was interpolated from observed gravity values.
 PS0229
 PS0229;                    North         East    Units  Estimated Accuracy
 PS0229;SPC SD N     -   117,540.      715,890.      MT  (+/- 180 meters Scaled)
 PS0229
 PS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ368699(NAD 83)
 PS0229
 PS0229                          SUPERSEDED SURVEY CONTROL
 PS0229
 PS0229  NGVD 29 (??/??/92)  394.709  (m)         1294.97   (f) ADJ UNCH    1 2
 PS0229
 PS0229.Superseded values are not recommended for survey control.
 PS0229
 PS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0229.See file dsdata.pdf to determine how the superseded data were derived.
 PS0229
 PS0229_MARKER: DB = BENCH MARK DISK
 PS0229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0229_SP_SET: CULVERT HEADWALL
 PS0229_STAMPING: G 46 1934
 PS0229_MARK LOGO: CGS
 PS0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0229+STABILITY: SURFACE MOTION
 PS0229
 PS0229  HISTORY     - Date     Condition        Report By
 PS0229  HISTORY     - 1934     MONUMENTED       CGS
 PS0229  HISTORY     - 1953     MARK NOT FOUND   CGS
 PS0229
 PS0229                          STATION DESCRIPTION
 PS0229
 PS0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0229'1 MI W FROM REDFIELD.
 PS0229'ABOUT 1 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0229'FROM THE POST OFFICE AT REDFIELD, SPINK COUNTY, ABOUT 600 FEET
 PS0229'WEST OF A RAILROAD JUNCTION, OPPOSITE RAILROAD BRIDGE D 496,
 PS0229'90 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AT A CULVERT
 PS0229'UNDER U.S. HIGHWAY 212, AND IN THE CENTER OF THE TOP OF THE
 PS0229'NORTH CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED G 46 1934.
 PS0229'NOTE-- HEADWALLS ARE FILLED IN BY STATE HIGHWAY DEPARTMENT.
 PS0229
 PS0229                          STATION RECOVERY (1953)
 PS0229
 PS0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 PS0229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8807 ***********************************************************************
 AB8807  DESIGNATION -  G 460
 AB8807  PID         -  AB8807
 AB8807  STATE/COUNTY-  SD/BROOKINGS
 AB8807  COUNTRY     -  US
 AB8807  USGS QUAD   -  AURORA (2017)
 AB8807
 AB8807                         *CURRENT SURVEY CONTROL
 AB8807  ______________________________________________________________________
 AB8807* NAD 83(1986) POSITION- 44 18 37.     (N) 096 40 01.     (W)   SCALED
 AB8807* NAVD 88 ORTHO HEIGHT -   504.127 (meters)     1653.96  (feet) ADJUSTED
 AB8807  ______________________________________________________________________
 AB8807  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 AB8807  DYNAMIC HEIGHT  -        504.032 (meters)     1653.65  (feet) COMP
 AB8807  MODELED GRAVITY -    980,415.0   (mgal)                       NAVD 88
 AB8807
 AB8807  VERT ORDER      -  FIRST     CLASS II
 AB8807
 AB8807.The horizontal coordinates were scaled from a map and have
 AB8807.an estimated accuracy of +/- 6 seconds.
 AB8807
 AB8807.The orthometric height was determined by differential leveling and
 AB8807.adjusted by the NATIONAL GEODETIC SURVEY
 AB8807.in October 1997.
 AB8807
 AB8807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8807.GEOID18 height accuracy estimate available here.
 AB8807
 AB8807.Click photographs - Photos may exist for this station.
 AB8807
 AB8807.The dynamic height is computed by dividing the NAVD 88
 AB8807.geopotential number by the normal gravity value computed on the
 AB8807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8807.degrees latitude (g = 980.6199 gals.).
 AB8807
 AB8807.The modeled gravity was interpolated from observed gravity values.
 AB8807
 AB8807;                    North         East    Units  Estimated Accuracy
 AB8807;SPC SD N     -    58,470.      865,870.      MT  (+/- 180 meters Scaled)
 AB8807
 AB8807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ860089(NAD 83)
 AB8807
 AB8807                          SUPERSEDED SURVEY CONTROL
 AB8807
 AB8807.No superseded survey control is available for this station.
 AB8807
 AB8807_MARKER: I = METAL ROD
 AB8807_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8807_STAMPING: G 460 1994
 AB8807_MARK LOGO: NGS
 AB8807_PROJECTION: FLUSH
 AB8807_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8807+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8807_ROD/PIPE-DEPTH: 10.4 meters
 AB8807_SLEEVE-DEPTH  : 0.9 meters
 AB8807
 AB8807  HISTORY     - Date     Condition        Report By
 AB8807  HISTORY     - 1994     MONUMENTED       NGS
 AB8807
 AB8807                          STATION DESCRIPTION
 AB8807
 AB8807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8807'7.3 KM (4.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8807'INTERSTATE HIGHWAY 29 IN BROOKINGS, 801.0 M (2627.9 FT) EAST OF
 AB8807'MILEPOST 426, 97.3 M (319.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.6 M
 AB8807'(31.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 1.6 M (5.2 FT) NORTH
 AB8807'OF A UTILITY POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3
 AB8807'M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8807'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8807'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8859 ***********************************************************************
 AB8859  DESIGNATION -  G 461
 AB8859  PID         -  AB8859
 AB8859  STATE/COUNTY-  SD/KINGSBURY
 AB8859  COUNTRY     -  US
 AB8859  USGS QUAD   -  DE SMET (2017)
 AB8859
 AB8859                         *CURRENT SURVEY CONTROL
 AB8859  ______________________________________________________________________
 AB8859* NAD 83(1986) POSITION- 44 22 58.     (N) 097 32 51.     (W)   SCALED
 AB8859* NAVD 88 ORTHO HEIGHT -   519.027 (meters)     1702.84  (feet) ADJUSTED
 AB8859  ______________________________________________________________________
 AB8859  GEOID HEIGHT    -        -25.093 (meters)                     GEOID18
 AB8859  DYNAMIC HEIGHT  -        518.927 (meters)     1702.51  (feet) COMP
 AB8859  MODELED GRAVITY -    980,410.1   (mgal)                       NAVD 88
 AB8859
 AB8859  VERT ORDER      -  FIRST     CLASS II
 AB8859
 AB8859.The horizontal coordinates were scaled from a map and have
 AB8859.an estimated accuracy of +/- 6 seconds.
 AB8859
 AB8859.The orthometric height was determined by differential leveling and
 AB8859.adjusted by the NATIONAL GEODETIC SURVEY
 AB8859.in October 1997.
 AB8859
 AB8859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8859.GEOID18 height accuracy estimate available here.
 AB8859
 AB8859.Click photographs - Photos may exist for this station.
 AB8859
 AB8859.The dynamic height is computed by dividing the NAVD 88
 AB8859.geopotential number by the normal gravity value computed on the
 AB8859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8859.degrees latitude (g = 980.6199 gals.).
 AB8859
 AB8859.The modeled gravity was interpolated from observed gravity values.
 AB8859
 AB8859;                    North         East    Units  Estimated Accuracy
 AB8859;SPC SD N     -    64,020.      795,410.      MT  (+/- 180 meters Scaled)
 AB8859
 AB8859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ157154(NAD 83)
 AB8859
 AB8859                          SUPERSEDED SURVEY CONTROL
 AB8859
 AB8859.No superseded survey control is available for this station.
 AB8859
 AB8859_MARKER: I = METAL ROD
 AB8859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8859_STAMPING: G 461 1994
 AB8859_MARK LOGO: NGS
 AB8859_PROJECTION: FLUSH
 AB8859_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8859+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8859_ROD/PIPE-DEPTH: 14.1 meters
 AB8859_SLEEVE-DEPTH  : 0.9 meters
 AB8859
 AB8859  HISTORY     - Date     Condition        Report By
 AB8859  HISTORY     - 1994     MONUMENTED       NGS
 AB8859
 AB8859                          STATION DESCRIPTION
 AB8859
 AB8859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8859'0.3 KM (0.20 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8859'STATE HIGHWAY 25 IN DE SMET, 273.0 M (895.7 FT) WEST OF MILEPOST 379,
 AB8859'22.9 M (75.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT)
 AB8859'SOUTH OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING A SUB-STATION, 6.6
 AB8859'M (21.7 FT) EAST OF A BRACED UTILITY POLE, 2.0 M (6.6 FT) NORTH OF A
 AB8859'FENCE CORNER, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3
 AB8859'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM
 AB8859'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8859'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8907 ***********************************************************************
 AB8907  CBN         -  This is a Cooperative Base Network Control Station.
 AB8907  DESIGNATION -  G 462
 AB8907  PID         -  AB8907
 AB8907  STATE/COUNTY-  SD/BEADLE
 AB8907  COUNTRY     -  US
 AB8907  USGS QUAD   -  WOLSEY SE (2017)
 AB8907
 AB8907                         *CURRENT SURVEY CONTROL
 AB8907  ______________________________________________________________________
 AB8907* NAD 83(2011) POSITION- 44 22 15.83755(N) 098 15 53.90625(W)   ADJUSTED
 AB8907* NAD 83(2011) ELLIP HT-   367.782 (meters)        (06/27/12)   ADJUSTED
 AB8907* NAD 83(2011) EPOCH   -  2010.00
 AB8907* NAVD 88 ORTHO HEIGHT -   392.806 (meters)     1288.73  (feet) ADJUSTED
 AB8907  ______________________________________________________________________
 AB8907  GEOID HEIGHT    -        -25.019 (meters)                     GEOID18
 AB8907  NAD 83(2011) X  -   -656,512.242 (meters)                     COMP
 AB8907  NAD 83(2011) Y  - -4,519,568.177 (meters)                     COMP
 AB8907  NAD 83(2011) Z  -  4,437,915.177 (meters)                     COMP
 AB8907  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 AB8907  DYNAMIC HEIGHT  -        392.740 (meters)     1288.51  (feet) COMP
 AB8907  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 AB8907
 AB8907  VERT ORDER      -  FIRST     CLASS II
 AB8907
 AB8907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8907  Standards:
 AB8907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8907  -------------------------------------------------------------------
 AB8907  NETWORK    0.63   1.29           0.29   0.21   0.66     -0.01290858
 AB8907  -------------------------------------------------------------------
 AB8907  Click here for local accuracies and other accuracy information.
 AB8907
 AB8907.The horizontal coordinates were established by GPS observations
 AB8907.and adjusted by the National Geodetic Survey in June 2012.
 AB8907
 AB8907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8907.been affixed to the stable North American tectonic plate. See 
 AB8907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8907
 AB8907.The horizontal coordinates are valid at the epoch date displayed above
 AB8907.which is a decimal equivalence of Year/Month/Day.
 AB8907
 AB8907.The orthometric height was determined by differential leveling and
 AB8907.adjusted by the NATIONAL GEODETIC SURVEY
 AB8907.in October 1997.
 AB8907
 AB8907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8907.GEOID18 height accuracy estimate available here.
 AB8907
 AB8907.Click photographs - Photos may exist for this station.
 AB8907
 AB8907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8907
 AB8907.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8907
 AB8907.The ellipsoidal height was determined by GPS observations
 AB8907.and is referenced to NAD 83.
 AB8907
 AB8907.The dynamic height is computed by dividing the NAVD 88
 AB8907.geopotential number by the normal gravity value computed on the
 AB8907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8907.degrees latitude (g = 980.6199 gals.).
 AB8907
 AB8907.The modeled gravity was interpolated from observed gravity values.
 AB8907
 AB8907. The following values were computed from the NAD 83(2011) position.
 AB8907
 AB8907;                    North         East     Units Scale Factor Converg.
 AB8907;SPC SD N     -    61,236.299   738,280.271   MT  1.00000905   +1 13 40.6
 AB8907;SPC SD N     -   200,906.09  2,422,174.52   sFT  1.00000905   +1 13 40.6
 AB8907;UTM  14      - 4,913,350.354   558,561.582   MT  0.99964217   +0 30 50.5
 AB8907
 AB8907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8907!SPC SD N     -   0.99994234  x   1.00000905  =   0.99995139
 AB8907!UTM  14      -   0.99994234  x   0.99964217  =   0.99958453
 AB8907
 AB8907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5856113350(NAD 83)
 AB8907
 AB8907                          SUPERSEDED SURVEY CONTROL
 AB8907
 AB8907  NAD 83(2007)-  44 22 15.83752(N)    098 15 53.90720(W) AD(2002.00) 0
 AB8907  ELLIP H (02/10/07)  367.812  (m)                       GP(2002.00)    
 AB8907  NAD 83(1996)-  44 22 15.83725(N)    098 15 53.90697(W) AD(       ) A
 AB8907  ELLIP H (06/23/03)  367.817  (m)                       GP(       ) 3 1
 AB8907  NAVD 88             392.81   (m)         1288.7    (f) LEVELING    3  
 AB8907
 AB8907.Superseded values are not recommended for survey control.
 AB8907
 AB8907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8907.See file dsdata.pdf to determine how the superseded data were derived.
 AB8907
 AB8907_MARKER: I = METAL ROD
 AB8907_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8907_STAMPING: G 462 1994
 AB8907_MARK LOGO: NGS
 AB8907_PROJECTION: FLUSH
 AB8907_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8907+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2014
 AB8907_ROD/PIPE-DEPTH: 5.40 meters
 AB8907_SLEEVE-DEPTH  : 0.90 meters
 AB8907
 AB8907  HISTORY     - Date     Condition        Report By
 AB8907  HISTORY     - 1994     MONUMENTED       NGS
 AB8907  HISTORY     - 20020523 GOOD             SDDT
 AB8907  HISTORY     - 20080114 GOOD             USGS
 AB8907  HISTORY     - 20140627 GOOD             INDIV
 AB8907
 AB8907                          STATION DESCRIPTION
 AB8907
 AB8907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8907'4.2 KM (2.60 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8907'STATE HIGHWAY 37 IN HURON, 120.0 M (393.7 FT) EAST OF MILEPOST 343,
 AB8907'29.0 M (95.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AB8907'HIGHWAY, 7.2 M (23.6 FT) EAST OF THE EXTENDED CENTER OF THE MOST
 AB8907'WESTERLY OF 3 DRIVEWAYS LEADING TO THE BALES LIVESTOCK SALE BARN, 4.5
 AB8907'M (14.8 FT) NORTH OF A RIGHT-OF-WAY POST, 2.1 M (6.9 FT) BELOW THE
 AB8907'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A RIGHT-OF-WAY POST, AND
 AB8907'0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AB8907'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8907'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8907
 AB8907                          STATION RECOVERY (2002)
 AB8907
 AB8907'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB8907'RECOVERED AS DESCRIBED
 AB8907
 AB8907                          STATION RECOVERY (2008)
 AB8907
 AB8907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (RFT)
 AB8907'RECOVERED IN GOOD CONDITION.
 AB8907
 AB8907                          STATION RECOVERY (2014)
 AB8907
 AB8907'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JHC)
 AB8907'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8950 ***********************************************************************
 AB8950  DESIGNATION -  G 463
 AB8950  PID         -  AB8950
 AB8950  STATE/COUNTY-  SD/HAND
 AB8950  COUNTRY     -  US
 AB8950  USGS QUAD   -  MILLER (2017)
 AB8950
 AB8950                         *CURRENT SURVEY CONTROL
 AB8950  ______________________________________________________________________
 AB8950* NAD 83(1986) POSITION- 44 31 00.     (N) 098 56 39.     (W)   SCALED
 AB8950* NAVD 88 ORTHO HEIGHT -   479.135 (meters)     1571.96  (feet) ADJUSTED
 AB8950  ______________________________________________________________________
 AB8950  GEOID HEIGHT    -        -24.570 (meters)                     GEOID18
 AB8950  DYNAMIC HEIGHT  -        479.044 (meters)     1571.66  (feet) COMP
 AB8950  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 AB8950
 AB8950  VERT ORDER      -  FIRST     CLASS II
 AB8950
 AB8950.The horizontal coordinates were scaled from a map and have
 AB8950.an estimated accuracy of +/- 6 seconds.
 AB8950
 AB8950.The orthometric height was determined by differential leveling and
 AB8950.adjusted by the NATIONAL GEODETIC SURVEY
 AB8950.in October 1997.
 AB8950
 AB8950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8950.GEOID18 height accuracy estimate available here.
 AB8950
 AB8950.Click photographs - Photos may exist for this station.
 AB8950
 AB8950.The dynamic height is computed by dividing the NAVD 88
 AB8950.geopotential number by the normal gravity value computed on the
 AB8950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8950.degrees latitude (g = 980.6199 gals.).
 AB8950
 AB8950.The modeled gravity was interpolated from observed gravity values.
 AB8950
 AB8950;                    North         East    Units  Estimated Accuracy
 AB8950;SPC SD N     -    76,480.      683,940.      MT  (+/- 180 meters Scaled)
 AB8950
 AB8950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ044292(NAD 83)
 AB8950
 AB8950                          SUPERSEDED SURVEY CONTROL
 AB8950
 AB8950.No superseded survey control is available for this station.
 AB8950
 AB8950_MARKER: I = METAL ROD
 AB8950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8950_STAMPING: G 463 1994
 AB8950_MARK LOGO: NGS
 AB8950_PROJECTION: FLUSH
 AB8950_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8950+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8950_ROD/PIPE-DEPTH: 6.4 meters
 AB8950_SLEEVE-DEPTH  : 0.9 meters
 AB8950
 AB8950  HISTORY     - Date     Condition        Report By
 AB8950  HISTORY     - 1994     MONUMENTED       NGS
 AB8950
 AB8950                          STATION DESCRIPTION
 AB8950
 AB8950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8950'3.7 KM (2.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8950'IN MILLER, IN THE COMMUNITY OF SAINT LAWRENCE, 672.0 M (2204.7 FT)
 AB8950'EAST OF MILEPOST 303, 62.3 M (204.4 FT) SOUTH OF THE HIGHWAY
 AB8950'CENTERLINE, 11.5 M (37.7 FT) EAST OF AND LEVEL WITH THE CENTER OF A
 AB8950'GRAVELED ROAD, 0.7 M (2.3 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT)
 AB8950'WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AB8950'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8950'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9003 ***********************************************************************
 AB9003  CBN         -  This is a Cooperative Base Network Control Station.
 AB9003  DESIGNATION -  G 464
 AB9003  PID         -  AB9003
 AB9003  STATE/COUNTY-  SD/HUGHES
 AB9003  COUNTRY     -  US
 AB9003  USGS QUAD   -  HARROLD (2017)
 AB9003
 AB9003                         *CURRENT SURVEY CONTROL
 AB9003  ______________________________________________________________________
 AB9003* NAD 83(2011) POSITION- 44 31 37.31810(N) 099 42 14.30401(W)   ADJUSTED
 AB9003* NAD 83(2011) ELLIP HT-   522.117 (meters)        (06/27/12)   ADJUSTED
 AB9003* NAD 83(2011) EPOCH   -  2010.00
 AB9003* NAVD 88 ORTHO HEIGHT -   545.719 (meters)     1790.41  (feet) ADJUSTED
 AB9003  ______________________________________________________________________
 AB9003  GEOID HEIGHT    -        -23.601 (meters)                     GEOID18
 AB9003  NAD 83(2011) X  -   -767,776.182 (meters)                     COMP
 AB9003  NAD 83(2011) Y  - -4,489,800.903 (meters)                     COMP
 AB9003  NAD 83(2011) Z  -  4,450,396.392 (meters)                     COMP
 AB9003  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 AB9003  DYNAMIC HEIGHT  -        545.611 (meters)     1790.06  (feet) COMP
 AB9003  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 AB9003
 AB9003  VERT ORDER      -  FIRST     CLASS II
 AB9003
 AB9003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9003  Standards:
 AB9003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9003  -------------------------------------------------------------------
 AB9003  NETWORK    0.90   2.74           0.42   0.29   1.40     -0.07627001
 AB9003  -------------------------------------------------------------------
 AB9003  Click here for local accuracies and other accuracy information.
 AB9003
 AB9003.The horizontal coordinates were established by GPS observations
 AB9003.and adjusted by the National Geodetic Survey in June 2012.
 AB9003
 AB9003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9003.been affixed to the stable North American tectonic plate. See 
 AB9003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9003
 AB9003.The horizontal coordinates are valid at the epoch date displayed above
 AB9003.which is a decimal equivalence of Year/Month/Day.
 AB9003
 AB9003.The orthometric height was determined by differential leveling and
 AB9003.adjusted by the NATIONAL GEODETIC SURVEY
 AB9003.in October 1997.
 AB9003
 AB9003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9003.GEOID18 height accuracy estimate available here.
 AB9003
 AB9003.Click photographs - Photos may exist for this station.
 AB9003
 AB9003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9003
 AB9003.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9003
 AB9003.The ellipsoidal height was determined by GPS observations
 AB9003.and is referenced to NAD 83.
 AB9003
 AB9003.The dynamic height is computed by dividing the NAVD 88
 AB9003.geopotential number by the normal gravity value computed on the
 AB9003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9003.degrees latitude (g = 980.6199 gals.).
 AB9003
 AB9003.The modeled gravity was interpolated from observed gravity values.
 AB9003
 AB9003. The following values were computed from the NAD 83(2011) position.
 AB9003
 AB9003;                    North         East     Units Scale Factor Converg.
 AB9003;SPC SD S     -   243,905.448   650,030.755   MT  1.00003283   +0 26 03.0
 AB9003;SPC SD S     -   800,213.12  2,132,642.57   sFT  1.00003283   +0 26 03.0
 AB9003;UTM  14      - 4,930,652.913   444,061.543   MT  0.99963848   -0 29 37.2
 AB9003
 AB9003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9003!SPC SD S     -   0.99991814  x   1.00003283  =   0.99995097
 AB9003!UTM  14      -   0.99991814  x   0.99963848  =   0.99955665
 AB9003
 AB9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4406130652(NAD 83)
 AB9003
 AB9003                          SUPERSEDED SURVEY CONTROL
 AB9003
 AB9003  NAD 83(2007)-  44 31 37.31842(N)    099 42 14.30479(W) AD(2002.00) 0
 AB9003  ELLIP H (02/10/07)  522.150  (m)                       GP(2002.00)    
 AB9003  ELLIP H (04/15/04)  522.150  (m)                       GP(       ) 2 1
 AB9003  NAD 83(1996)-  44 31 37.31757(N)    099 42 14.30428(W) AD(       ) B
 AB9003  ELLIP H (04/18/97)  522.210  (m)                       GP(       ) 4 1
 AB9003  NAVD 88 (04/18/97)  545.7    (m)  GEOID96  model used  GPS OBS        
 AB9003
 AB9003.Superseded values are not recommended for survey control.
 AB9003
 AB9003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9003.See file dsdata.pdf to determine how the superseded data were derived.
 AB9003
 AB9003_MARKER: I = METAL ROD
 AB9003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9003_STAMPING: G 464 1994
 AB9003_MARK LOGO: NGS
 AB9003_PROJECTION: FLUSH
 AB9003_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9003+STABILITY: POSITION/ELEVATION WELL
 AB9003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9003+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9003_ROD/PIPE-DEPTH: 6.4 meters
 AB9003_SLEEVE-DEPTH  : 0.9 meters
 AB9003
 AB9003  HISTORY     - Date     Condition        Report By
 AB9003  HISTORY     - 1994     MONUMENTED       NGS
 AB9003  HISTORY     - 19960807 GOOD             NGS
 AB9003  HISTORY     - 20120514 GOOD             INDIV
 AB9003
 AB9003                          STATION DESCRIPTION
 AB9003
 AB9003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9003'20.8 KM (12.90 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB9003'STATE HIGHWAY 47 IN HIGHMORE, 102.0 M (334.6 FT) EAST OF MILEPOST 265,
 AB9003'24.3 M (79.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.9 M (62.0 FT)
 AB9003'EAST OF THE CENTER OF A TRACK ROAD, 1.5 M (4.9 FT) EAST OF AN
 AB9003'UNDERGROUND CABLE WARNING SIGN, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AB9003'HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 AB9003'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB9003'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9003
 AB9003                          STATION RECOVERY (1996)
 AB9003
 AB9003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9003'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) WEST OF HIGHMORE, 3.2
 AB9003'KM (2.00 MI) WEST OF THE HUGHES/HYDE COUNTY LINE, AND 2.9 KM (1.80 MI)
 AB9003'EAST OF HARROLD, ON U.S. HIGHWAY 14.  OWNERSHIP--THE STATE OF SOUTH
 AB9003'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 AB9003'WYMAN AVENUE SOUTH IN HARROLD, GO EAST ON U.S. HIGHWAY 14 FOR 2.9 KM
 AB9003'(1.80 MI) TO THE JUNCTION OF 323RD AVENUE ON THE RIGHT AND STATION ON
 AB9003'THE LEFT.  THE STATION IS LOCATED 102.0 M (334.6 FT) NORTHEAST OF
 AB9003'MILEPOST 265, 24.3 M (79.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.9 M
 AB9003'(62.0 FT) EAST OF THE CENTER OF A TRACK ROAD AND THE EXTENDED AVENUE
 AB9003'CENTER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT)
 AB9003'EAST OF AN UNDERGROUND CABLE WARNING SIGN, AND 0.5 M (1.6 FT) WEST OF
 AB9003'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9003'LOGO CAP.
 AB9003
 AB9003                          STATION RECOVERY (2012)
 AB9003
 AB9003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5559 ***********************************************************************
 AC5559  DESIGNATION -  G 465
 AC5559  PID         -  AC5559
 AC5559  STATE/COUNTY-  SD/PENNINGTON
 AC5559  COUNTRY     -  US
 AC5559  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5559
 AC5559                         *CURRENT SURVEY CONTROL
 AC5559  ______________________________________________________________________
 AC5559* NAD 83(1986) POSITION- 43 54 01.     (N) 103 25 48.     (W)   SCALED
 AC5559* NAVD 88 ORTHO HEIGHT -  1375.260 (meters)     4512.00  (feet) ADJUSTED
 AC5559  ______________________________________________________________________
 AC5559  GEOID HEIGHT    -        -14.536 (meters)                     GEOID18
 AC5559  DYNAMIC HEIGHT  -       1374.653 (meters)     4510.01  (feet) COMP
 AC5559  MODELED GRAVITY -    980,128.8   (mgal)                       NAVD 88
 AC5559
 AC5559  VERT ORDER      -  FIRST     CLASS II
 AC5559
 AC5559.The horizontal coordinates were scaled from a map and have
 AC5559.an estimated accuracy of +/- 6 seconds.
 AC5559
 AC5559.The orthometric height was determined by differential leveling and
 AC5559.adjusted by the NATIONAL GEODETIC SURVEY
 AC5559.in October 1997.
 AC5559
 AC5559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5559.GEOID18 height accuracy estimate available here.
 AC5559
 AC5559.Click photographs - Photos may exist for this station.
 AC5559
 AC5559.The dynamic height is computed by dividing the NAVD 88
 AC5559.geopotential number by the normal gravity value computed on the
 AC5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5559.degrees latitude (g = 980.6199 gals.).
 AC5559
 AC5559.The modeled gravity was interpolated from observed gravity values.
 AC5559
 AC5559;                    North         East    Units  Estimated Accuracy
 AC5559;SPC SD S     -   178,710.      351,290.      MT  (+/- 180 meters Scaled)
 AC5559
 AC5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ260619(NAD 83)
 AC5559
 AC5559                          SUPERSEDED SURVEY CONTROL
 AC5559
 AC5559.No superseded survey control is available for this station.
 AC5559
 AC5559_MARKER: DV = VERTICAL CONTROL DISK
 AC5559_SETTING: 66 = SET IN ROCK OUTCROP
 AC5559_STAMPING: G 465 1995
 AC5559_MARK LOGO: NGS
 AC5559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5559+STABILITY: POSITION/ELEVATION WELL
 AC5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5559+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5559
 AC5559  HISTORY     - Date     Condition        Report By
 AC5559  HISTORY     - 1995     MONUMENTED       NGS
 AC5559
 AC5559                          STATION DESCRIPTION
 AC5559
 AC5559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5559'0.8 KM (0.50 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5559'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, IN AN EXPOSED AREA OF
 AC5559'BEDROCK IN A HIGHWAY CUT, 173.0 M (567.6 FT) SOUTH OF MILEPOST 57.48,
 AC5559'41.8 M (137.1 FT) SOUTH OF THE SOUTH END OF A GUARDRAIL, 31.5 M (103.3
 AC5559'FT) NORTH OF THE SOUTH END OF THE HIGHWAY CUT, 17.2 M (56.4 FT) WEST
 AC5559'OF AND LEVEL WITH THE HIGHWAY CENTER, AND 0.3 M (1.0 FT) SOUTH OF A
 AC5559'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9088 ***********************************************************************
 AB9088  DESIGNATION -  G 466
 AB9088  PID         -  AB9088
 AB9088  STATE/COUNTY-  SD/STANLEY
 AB9088  COUNTRY     -  US
 AB9088  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB9088
 AB9088                         *CURRENT SURVEY CONTROL
 AB9088  ______________________________________________________________________
 AB9088* NAD 83(1986) POSITION- 44 22 17.     (N) 100 55 37.     (W)   SCALED
 AB9088* NAVD 88 ORTHO HEIGHT -   644.762 (meters)     2115.36  (feet) ADJUSTED
 AB9088  ______________________________________________________________________
 AB9088  GEOID HEIGHT    -        -22.664 (meters)                     GEOID18
 AB9088  DYNAMIC HEIGHT  -        644.611 (meters)     2114.86  (feet) COMP
 AB9088  MODELED GRAVITY -    980,363.3   (mgal)                       NAVD 88
 AB9088
 AB9088  VERT ORDER      -  FIRST     CLASS II
 AB9088
 AB9088.The horizontal coordinates were scaled from a map and have
 AB9088.an estimated accuracy of +/- 6 seconds.
 AB9088
 AB9088.The orthometric height was determined by differential leveling and
 AB9088.adjusted by the NATIONAL GEODETIC SURVEY
 AB9088.in October 1997.
 AB9088
 AB9088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9088.GEOID18 height accuracy estimate available here.
 AB9088
 AB9088.Click photographs - Photos may exist for this station.
 AB9088
 AB9088.The dynamic height is computed by dividing the NAVD 88
 AB9088.geopotential number by the normal gravity value computed on the
 AB9088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9088.degrees latitude (g = 980.6199 gals.).
 AB9088
 AB9088.The modeled gravity was interpolated from observed gravity values.
 AB9088
 AB9088;                    North         East    Units  Estimated Accuracy
 AB9088;SPC SD S     -   226,590.      552,690.      MT  (+/- 180 meters Scaled)
 AB9088
 AB9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ464149(NAD 83)
 AB9088
 AB9088                          SUPERSEDED SURVEY CONTROL
 AB9088
 AB9088.No superseded survey control is available for this station.
 AB9088
 AB9088_MARKER: I = METAL ROD
 AB9088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9088_STAMPING: G 466 1995
 AB9088_MARK LOGO: NGS
 AB9088_PROJECTION: FLUSH
 AB9088_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9088+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9088_ROD/PIPE-DEPTH: 4.1 meters
 AB9088_SLEEVE-DEPTH  : 0.9 meters
 AB9088
 AB9088  HISTORY     - Date     Condition        Report By
 AB9088  HISTORY     - 1995     MONUMENTED       NGS
 AB9088  HISTORY     - 20120531 GOOD             INDIV
 AB9088
 AB9088                          STATION DESCRIPTION
 AB9088
 AB9088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9088'7.6 KM (4.70 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9088'IN HAYES, 386.0 M (1266.4 FT) WEST OF MILEPOST 200, 87.5 M (287.1 FT)
 AB9088'WEST OF THE CENTER OF A FIELD ENTRANCE, 22.8 M (74.8 FT) SOUTH OF THE
 AB9088'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4
 AB9088'M (1.3 FT) EAST OF A RIGHT-OF-WAY MARKER, AND 0.8 M (2.6 FT) WEST OF A
 AB9088'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9088'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A
 AB9088'CLASS A MARK.
 AB9088
 AB9088                          STATION RECOVERY (2012)
 AB9088
 AB9088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2014 ***********************************************************************
 AE2014  DESIGNATION -  G 467
 AE2014  PID         -  AE2014
 AE2014  STATE/COUNTY-  SD/CODINGTON
 AE2014  COUNTRY     -  US
 AE2014  USGS QUAD   -  KAMPESKA (2017)
 AE2014
 AE2014                         *CURRENT SURVEY CONTROL
 AE2014  ______________________________________________________________________
 AE2014* NAD 83(1986) POSITION- 44 52 35.     (N) 097 21 39.     (W)   SCALED
 AE2014* NAVD 88 ORTHO HEIGHT -   543.918 (meters)     1784.50  (feet) ADJUSTED
 AE2014  ______________________________________________________________________
 AE2014  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 AE2014  DYNAMIC HEIGHT  -        543.838 (meters)     1784.24  (feet) COMP
 AE2014  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 AE2014
 AE2014  VERT ORDER      -  FIRST     CLASS II
 AE2014
 AE2014.The horizontal coordinates were scaled from a map and have
 AE2014.an estimated accuracy of +/- 6 seconds.
 AE2014
 AE2014.The orthometric height was determined by differential leveling and
 AE2014.adjusted by the NATIONAL GEODETIC SURVEY
 AE2014.in July 1998.
 AE2014
 AE2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2014.GEOID18 height accuracy estimate available here.
 AE2014
 AE2014.Click photographs - Photos may exist for this station.
 AE2014
 AE2014.The dynamic height is computed by dividing the NAVD 88
 AE2014.geopotential number by the normal gravity value computed on the
 AE2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2014.degrees latitude (g = 980.6199 gals.).
 AE2014
 AE2014.The modeled gravity was interpolated from observed gravity values.
 AE2014
 AE2014;                    North         East    Units  Estimated Accuracy
 AE2014;SPC SD N     -   119,310.      808,490.      MT  (+/- 180 meters Scaled)
 AE2014
 AE2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ294705(NAD 83)
 AE2014
 AE2014                          SUPERSEDED SURVEY CONTROL
 AE2014
 AE2014.No superseded survey control is available for this station.
 AE2014
 AE2014_MARKER: I = METAL ROD
 AE2014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2014_STAMPING: G 467 1995
 AE2014_MARK LOGO: NGS
 AE2014_PROJECTION: FLUSH
 AE2014_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2014+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2014_ROD/PIPE-DEPTH: 10.8 meters
 AE2014_SLEEVE-DEPTH  : 0.9 meters
 AE2014
 AE2014  HISTORY     - Date     Condition        Report By
 AE2014  HISTORY     - 1995     MONUMENTED       NGS
 AE2014  HISTORY     - 19950919 GOOD             NGS
 AE2014  HISTORY     - 19961011 GOOD             CHANCE
 AE2014
 AE2014                          STATION DESCRIPTION
 AE2014
 AE2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2014'8.8 KM (5.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2014'MAIN STREET IN HENRY, 268.0 M (879.3 FT) EAST OF MILEPOST 364, 22.4 M
 AE2014'(73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTHEAST OF
 AE2014'A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6
 AE2014'M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AE2014'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE2014'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2014
 AE2014                          STATION RECOVERY (1996)
 AE2014
 AE2014'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2014'8.5 KM (5.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2014'MAIN STREET IN HENRY, 268.0 M (879.3 FT) EAST OF MILEPOST 364, 22.4 M
 AE2014'(73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTHEAST OF
 AE2014'A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6
 AE2014'M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AE2014'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE2014'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5810 ***********************************************************************
 AE5810  DESIGNATION -  G 468
 AE5810  PID         -  AE5810
 AE5810  STATE/COUNTY-  SD/CLARK
 AE5810  COUNTRY     -  US
 AE5810  USGS QUAD   -  RAYMOND (2017)
 AE5810
 AE5810                         *CURRENT SURVEY CONTROL
 AE5810  ______________________________________________________________________
 AE5810* NAD 83(1986) POSITION- 44 53 32.     (N) 097 59 00.     (W)   SCALED
 AE5810* NAVD 88 ORTHO HEIGHT -   432.144 (meters)     1417.79  (feet) ADJUSTED
 AE5810  ______________________________________________________________________
 AE5810  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 AE5810  DYNAMIC HEIGHT  -        432.095 (meters)     1417.63  (feet) COMP
 AE5810  MODELED GRAVITY -    980,488.7   (mgal)                       NAVD 88
 AE5810
 AE5810  VERT ORDER      -  FIRST     CLASS II
 AE5810
 AE5810.The horizontal coordinates were scaled from a map and have
 AE5810.an estimated accuracy of +/- 6 seconds.
 AE5810
 AE5810.The orthometric height was determined by differential leveling and
 AE5810.adjusted by the NATIONAL GEODETIC SURVEY
 AE5810.in July 1998.
 AE5810
 AE5810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5810.GEOID18 height accuracy estimate available here.
 AE5810
 AE5810.Click photographs - Photos may exist for this station.
 AE5810
 AE5810.The dynamic height is computed by dividing the NAVD 88
 AE5810.geopotential number by the normal gravity value computed on the
 AE5810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5810.degrees latitude (g = 980.6199 gals.).
 AE5810
 AE5810.The modeled gravity was interpolated from observed gravity values.
 AE5810
 AE5810;                    North         East    Units  Estimated Accuracy
 AE5810;SPC SD N     -   119,650.      759,280.      MT  (+/- 180 meters Scaled)
 AE5810
 AE5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ802714(NAD 83)
 AE5810
 AE5810                          SUPERSEDED SURVEY CONTROL
 AE5810
 AE5810.No superseded survey control is available for this station.
 AE5810
 AE5810_MARKER: F = FLANGE-ENCASED ROD
 AE5810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5810_STAMPING: G 468 1995
 AE5810_MARK LOGO: NGS
 AE5810_PROJECTION: FLUSH
 AE5810_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5810+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 AE5810_ROD/PIPE-DEPTH: 6.0 meters
 AE5810_SLEEVE-DEPTH  : 0.9 meters
 AE5810
 AE5810  HISTORY     - Date     Condition        Report By
 AE5810  HISTORY     - 1995     MONUMENTED       NGS
 AE5810  HISTORY     - 19990825 GOOD             NGS
 AE5810
 AE5810                          STATION DESCRIPTION
 AE5810
 AE5810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5810'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5810'HUMPHREY DRIVE IN DOLAND, 572.0 M (1876.6 FT) EAST OF MILEPOST 333,
 AE5810'15.2 M (49.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) EAST
 AE5810'OF THE CLARK-SPINK COUNTY LINE, 1.9 M (6.2 FT) EAST OF A RIGHT-OF-WAY
 AE5810'POST, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AE5810'FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5810'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5810'SPECIFICATIONS FOR A CLASS A MARK.
 AE5810
 AE5810                          STATION RECOVERY (1999)
 AE5810
 AE5810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE5810'9.4 KM (5.85 MI) EASTERLY ALONG U.S.  HIGHWAY 212 FROM THE JUNCTION OF
 AE5810'HUMPHREY DRIVE IN DOLAND, 572.0 M (1876.6 FT) EAST OF MILEPOST 333,
 AE5810'15.2 M (49.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) EAST
 AE5810'OF THE CLARK-SPINK COUNTY LINE, 1.9 M (6.2 FT) EAST OF A RIGHT-OF-WAY
 AE5810'POST, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AE5810'FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5810'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5810'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY
 AE5810'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5848 ***********************************************************************
 AE5848  DESIGNATION -  G 469
 AE5848  PID         -  AE5848
 AE5848  STATE/COUNTY-  SD/FAULK
 AE5848  COUNTRY     -  US
 AE5848  USGS QUAD   -  ROCKHAM (2017)
 AE5848
 AE5848                         *CURRENT SURVEY CONTROL
 AE5848  ______________________________________________________________________
 AE5848* NAD 83(1986) POSITION- 44 53 51.     (N) 098 50 55.     (W)   SCALED
 AE5848* NAVD 88 ORTHO HEIGHT -   420.455 (meters)     1379.44  (feet) ADJUSTED
 AE5848  ______________________________________________________________________
 AE5848  GEOID HEIGHT    -        -24.158 (meters)                     GEOID18
 AE5848  DYNAMIC HEIGHT  -        420.401 (meters)     1379.27  (feet) COMP
 AE5848  MODELED GRAVITY -    980,476.9   (mgal)                       NAVD 88
 AE5848
 AE5848  VERT ORDER      -  FIRST     CLASS II
 AE5848
 AE5848.The horizontal coordinates were scaled from a map and have
 AE5848.an estimated accuracy of +/- 6 seconds.
 AE5848
 AE5848.The orthometric height was determined by differential leveling and
 AE5848.adjusted by the NATIONAL GEODETIC SURVEY
 AE5848.in July 1998.
 AE5848
 AE5848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5848.GEOID18 height accuracy estimate available here.
 AE5848
 AE5848.Click photographs - Photos may exist for this station.
 AE5848
 AE5848.The dynamic height is computed by dividing the NAVD 88
 AE5848.geopotential number by the normal gravity value computed on the
 AE5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5848.degrees latitude (g = 980.6199 gals.).
 AE5848
 AE5848.The modeled gravity was interpolated from observed gravity values.
 AE5848
 AE5848;                    North         East    Units  Estimated Accuracy
 AE5848;SPC SD N     -   118,900.      690,940.      MT  (+/- 180 meters Scaled)
 AE5848
 AE5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ119715(NAD 83)
 AE5848
 AE5848                          SUPERSEDED SURVEY CONTROL
 AE5848
 AE5848.No superseded survey control is available for this station.
 AE5848
 AE5848_MARKER: I = METAL ROD
 AE5848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5848_STAMPING: G 469 1996
 AE5848_MARK LOGO: NGS
 AE5848_PROJECTION: FLUSH
 AE5848_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5848+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5848_ROD/PIPE-DEPTH: 8.1 meters
 AE5848_SLEEVE-DEPTH  : 0.9 meters
 AE5848
 AE5848  HISTORY     - Date     Condition        Report By
 AE5848  HISTORY     - 1996     MONUMENTED       NGS
 AE5848
 AE5848                          STATION DESCRIPTION
 AE5848
 AE5848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5848'26.3 KM (16.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5848'OF U.S. HIGHWAY 281 IN REDFIELD, NEAR THE SOUTHEAST CORNER OF A GRAVEL
 AE5848'PIT, 60.0 M (196.8 FT) EAST OF MILEPOST 290, 14.7 M (48.2 FT) NORTH OF
 AE5848'THE HIGHWAY CENTERLINE, 9.5 M (31.2 FT) WEST OF A UTILITY POLE, 1.0 M
 AE5848'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A
 AE5848'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE5848'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5848'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0552 ***********************************************************************
 PS0552  DESIGNATION -  G 47
 PS0552  PID         -  PS0552
 PS0552  STATE/COUNTY-  SD/HYDE
 PS0552  COUNTRY     -  US
 PS0552  USGS QUAD   -  REZAC LAKE NW (2017)
 PS0552
 PS0552                         *CURRENT SURVEY CONTROL
 PS0552  ______________________________________________________________________
 PS0552* NAD 83(1986) POSITION- 44 53 49.96   (N) 099 29 22.96   (W)   HD_HELD1
 PS0552* NAVD 88 ORTHO HEIGHT -   582.435 (meters)     1910.87  (feet) ADJUSTED
 PS0552  ______________________________________________________________________
 PS0552  GEOID HEIGHT    -        -22.967 (meters)                     GEOID18
 PS0552  DYNAMIC HEIGHT  -        582.355 (meters)     1910.61  (feet) COMP
 PS0552  MODELED GRAVITY -    980,459.5   (mgal)                       NAVD 88
 PS0552
 PS0552  VERT ORDER      -  SECOND    CLASS 0
 PS0552
 PS0552.The horizontal coordinates were determined by differentially corrected
 PS0552.hand held GPS observations or other comparable positioning techniques
 PS0552.and have an estimated accuracy of +/- 3 meters.
 PS0552
 PS0552.The orthometric height was determined by differential leveling and
 PS0552.adjusted by the NATIONAL GEODETIC SURVEY
 PS0552.in June 1991.
 PS0552
 PS0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0552.GEOID18 height accuracy estimate available here.
 PS0552
 PS0552.Click photographs - Photos may exist for this station.
 PS0552
 PS0552.The dynamic height is computed by dividing the NAVD 88
 PS0552.geopotential number by the normal gravity value computed on the
 PS0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0552.degrees latitude (g = 980.6199 gals.).
 PS0552
 PS0552.The modeled gravity was interpolated from observed gravity values.
 PS0552
 PS0552;                    North         East    Units  Estimated Accuracy
 PS0552;SPC SD N     -   118,347.3     640,304.0     MT  (+/- 3 meters HH1 GPS) 
 PS0552
 PS0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6133471648(NAD 83)
 PS0552
 PS0552                          SUPERSEDED SURVEY CONTROL
 PS0552
 PS0552  NGVD 29 (??/??/92)  582.081  (m)         1909.71   (f) ADJ UNCH    2 0
 PS0552
 PS0552.Superseded values are not recommended for survey control.
 PS0552
 PS0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0552.See file dsdata.pdf to determine how the superseded data were derived.
 PS0552
 PS0552_MARKER: DB = BENCH MARK DISK
 PS0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0552_STAMPING: G 47 1934
 PS0552_MARK LOGO: CGS
 PS0552_PROJECTION: PROJECTING 5 CENTIMETERS
 PS0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0552+STABILITY: SURFACE MOTION
 PS0552
 PS0552  HISTORY     - Date     Condition        Report By
 PS0552  HISTORY     - 1934     MONUMENTED       CGS
 PS0552  HISTORY     - 1940     GOOD             CGS
 PS0552
 PS0552                          STATION DESCRIPTION
 PS0552
 PS0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0552'12.2 MI S FROM SENECA.
 PS0552'IN HYDE COUNTY, 12.2 MILES SOUTH ALONG THE HIGHMORE ROAD FROM
 PS0552'THE POST OFFICE AT SENECA, FAULK COUNTY, AT A RIGHT-ANGLE TURN
 PS0552'IN THE ROAD, 59 FEET EAST OF THE NORTH-AND-SOUTH PORTION OF THE
 PS0552'ROAD, 36 FEET SOUTH OF THE EAST-AND-WEST PORTION OF THE ROAD, AND
 PS0552'0.7 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 PS0552'STAMPED G 47 1934 AND SET IN THE TOP OF A CONCRETE POST
 PS0552'PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5835 ***********************************************************************
 AE5835  CBN         -  This is a Cooperative Base Network Control Station.
 AE5835  DESIGNATION -  G 470
 AE5835  PID         -  AE5835
 AE5835  STATE/COUNTY-  SD/SPINK
 AE5835  COUNTRY     -  US
 AE5835  USGS QUAD   -  REDFIELD NORTH (2017)
 AE5835
 AE5835                         *CURRENT SURVEY CONTROL
 AE5835  ______________________________________________________________________
 AE5835* NAD 83(2011) POSITION- 44 52 45.00411(N) 098 31 46.87687(W)   ADJUSTED
 AE5835* NAD 83(2011) ELLIP HT-   370.955 (meters)        (06/27/12)   ADJUSTED
 AE5835* NAD 83(2011) EPOCH   -  2010.00
 AE5835* NAVD 88 ORTHO HEIGHT -   395.251 (meters)     1296.75  (feet) ADJUSTED
 AE5835  ______________________________________________________________________
 AE5835  GEOID HEIGHT    -        -24.289 (meters)                     GEOID18
 AE5835  NAD 83(2011) X  -   -671,503.290 (meters)                     COMP
 AE5835  NAD 83(2011) Y  - -4,477,262.606 (meters)                     COMP
 AE5835  NAD 83(2011) Z  -  4,478,105.016 (meters)                     COMP
 AE5835  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 AE5835  DYNAMIC HEIGHT  -        395.207 (meters)     1296.61  (feet) COMP
 AE5835  MODELED GRAVITY -    980,494.5   (mgal)                       NAVD 88
 AE5835
 AE5835  VERT ORDER      -  FIRST     CLASS II
 AE5835
 AE5835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE5835  Standards:
 AE5835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE5835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE5835  -------------------------------------------------------------------
 AE5835  NETWORK    0.80   1.59           0.37   0.27   0.81     -0.10225139
 AE5835  -------------------------------------------------------------------
 AE5835  Click here for local accuracies and other accuracy information.
 AE5835
 AE5835.The horizontal coordinates were established by GPS observations
 AE5835.and adjusted by the National Geodetic Survey in June 2012.
 AE5835
 AE5835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE5835.been affixed to the stable North American tectonic plate. See 
 AE5835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE5835
 AE5835.The horizontal coordinates are valid at the epoch date displayed above
 AE5835.which is a decimal equivalence of Year/Month/Day.
 AE5835
 AE5835.The orthometric height was determined by differential leveling and
 AE5835.adjusted by the NATIONAL GEODETIC SURVEY
 AE5835.in July 1998.
 AE5835
 AE5835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5835.GEOID18 height accuracy estimate available here.
 AE5835
 AE5835.Click photographs - Photos may exist for this station.
 AE5835
 AE5835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5835
 AE5835.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE5835
 AE5835.The ellipsoidal height was determined by GPS observations
 AE5835.and is referenced to NAD 83.
 AE5835
 AE5835.The dynamic height is computed by dividing the NAVD 88
 AE5835.geopotential number by the normal gravity value computed on the
 AE5835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5835.degrees latitude (g = 980.6199 gals.).
 AE5835
 AE5835.The modeled gravity was interpolated from observed gravity values.
 AE5835
 AE5835. The following values were computed from the NAD 83(2011) position.
 AE5835
 AE5835;                    North         East     Units Scale Factor Converg.
 AE5835;SPC SD N     -   117,270.155   716,159.913   MT  0.99994360   +1 02 26.1
 AE5835;SPC SD N     -   384,743.83  2,349,601.31   sFT  0.99994360   +1 02 26.1
 AE5835;UTM  14      - 4,969,635.193   537,145.608   MT  0.99961697   +0 19 54.7
 AE5835
 AE5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5835!SPC SD N     -   0.99994184  x   0.99994360  =   0.99988545
 AE5835!UTM  14      -   0.99994184  x   0.99961697  =   0.99955883
 AE5835
 AE5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3714569635(NAD 83)
 AE5835
 AE5835                          SUPERSEDED SURVEY CONTROL
 AE5835
 AE5835  NAD 83(2007)-  44 52 45.00411(N)    098 31 46.87787(W) AD(2002.00) 0
 AE5835  ELLIP H (02/10/07)  371.001  (m)                       GP(2002.00)    
 AE5835  NAD 83(1996)-  44 52 45.00384(N)    098 31 46.87772(W) AD(       ) A
 AE5835  ELLIP H (06/23/03)  371.004  (m)                       GP(       ) 3 1
 AE5835  NAVD 88             395.25   (m)         1296.7    (f) LEVELING    3  
 AE5835
 AE5835.Superseded values are not recommended for survey control.
 AE5835
 AE5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5835.See file dsdata.pdf to determine how the superseded data were derived.
 AE5835
 AE5835_MARKER: I = METAL ROD
 AE5835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5835_STAMPING: G 470 1996
 AE5835_MARK LOGO: NGS
 AE5835_PROJECTION: FLUSH
 AE5835_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5835+STABILITY: POSITION/ELEVATION WELL
 AE5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5835+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 AE5835_ROD/PIPE-DEPTH: 13.4 meters
 AE5835_SLEEVE-DEPTH  : 12.2 meters
 AE5835
 AE5835  HISTORY     - Date     Condition        Report By
 AE5835  HISTORY     - 1996     MONUMENTED       NGS
 AE5835  HISTORY     - 19970422 GOOD             NGS
 AE5835  HISTORY     - 20020528 GOOD             SDDT
 AE5835
 AE5835                          STATION DESCRIPTION
 AE5835
 AE5835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5835'IN REDFIELD, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND 4TH AVENUE,
 AE5835'34.4 M (112.9 FT) NORTH OF MILEPOST 306, 21.5 M (70.5 FT) NORTHEAST OF
 AE5835'THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) SOUTH OF THE AVENUE CENTER,
 AE5835'3.3 M (10.8 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) NORTH OF A
 AE5835'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE5835'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE5835
 AE5835                          STATION RECOVERY (1997)
 AE5835
 AE5835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5835'IN REDFIELD, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND 4TH AVENUE,
 AE5835'34.4 M (112.9 FT) NORTH OF MILEPOST 306, 21.5 M (70.5 FT) NORTHEAST OF
 AE5835'THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) SOUTH OF THE AVENUE CENTER,
 AE5835'3.3 M (10.8 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) NORTH OF A
 AE5835'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE5835'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE5835
 AE5835                          STATION RECOVERY (2002)
 AE5835
 AE5835'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE5835'DESCRIBED BY SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION 2002 LOCATED AT
 AE5835'REDFIEL.
 AE5835'
 AE5835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 SOUTH AND
 AE5835'U.S. HIGHWAY 212 WEST IN REDFIELD, GO WEST ON U.S. HIGHWAY 212 FOR
 AE5835'0.45 MI (0.72 KM) TO ITS JUNCTION WITH FOURTH AVENUE WEST AND THE
 AE5835'STATION OF THE RIGHT, 465 FT (141.7 M) WEST OF THE WEST END OF THE
 AE5835'HIGHWAY BRIDGE OVER TURTLE CREEK, 71 FT (21.6 M) NORTHEAST OF THE
 AE5835'CENTERLINE OF U.S. HIGHWAY 212, 40 FT (12.2 M) SOUTH OF THE CENTERLINE
 AE5835'OF FOURTH AVENUE WEST, 11 FT (3.4 M) EAST OF A POWER POLE AND 1 FT
 AE5835'(0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4127 ***********************************************************************
 AE4127  DESIGNATION -  G 471
 AE4127  PID         -  AE4127
 AE4127  STATE/COUNTY-  SD/FAULK
 AE4127  COUNTRY     -  US
 AE4127  USGS QUAD   -  ONAKA SW (2017)
 AE4127
 AE4127                         *CURRENT SURVEY CONTROL
 AE4127  ______________________________________________________________________
 AE4127* NAD 83(1986) POSITION- 45 03 10.     (N) 099 24 34.     (W)   SCALED
 AE4127* NAVD 88 ORTHO HEIGHT -   559.095 (meters)     1834.30  (feet) ADJUSTED
 AE4127  ______________________________________________________________________
 AE4127  GEOID HEIGHT    -        -23.092 (meters)                     GEOID18
 AE4127  DYNAMIC HEIGHT  -        559.018 (meters)     1834.04  (feet) COMP
 AE4127  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 AE4127
 AE4127  VERT ORDER      -  FIRST     CLASS II
 AE4127
 AE4127.The horizontal coordinates were scaled from a map and have
 AE4127.an estimated accuracy of +/- 6 seconds.
 AE4127
 AE4127.The orthometric height was determined by differential leveling and
 AE4127.adjusted by the NATIONAL GEODETIC SURVEY
 AE4127.in July 1998.
 AE4127
 AE4127.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4127.GEOID18 height accuracy estimate available here.
 AE4127
 AE4127.Click photographs - Photos may exist for this station.
 AE4127
 AE4127.The dynamic height is computed by dividing the NAVD 88
 AE4127.geopotential number by the normal gravity value computed on the
 AE4127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4127.degrees latitude (g = 980.6199 gals.).
 AE4127
 AE4127.The modeled gravity was interpolated from observed gravity values.
 AE4127
 AE4127;                    North         East    Units  Estimated Accuracy
 AE4127;SPC SD N     -   135,680.      646,520.      MT  (+/- 180 meters Scaled)
 AE4127
 AE4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ677888(NAD 83)
 AE4127
 AE4127                          SUPERSEDED SURVEY CONTROL
 AE4127
 AE4127.No superseded survey control is available for this station.
 AE4127
 AE4127_MARKER: I = METAL ROD
 AE4127_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4127_STAMPING: G 471 1996
 AE4127_MARK LOGO: NGS
 AE4127_PROJECTION: FLUSH
 AE4127_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4127+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4127_ROD/PIPE-DEPTH: 5.2 meters
 AE4127_SLEEVE-DEPTH  : 0.9 meters
 AE4127
 AE4127  HISTORY     - Date     Condition        Report By
 AE4127  HISTORY     - 1996     MONUMENTED       NGS
 AE4127
 AE4127                          STATION DESCRIPTION
 AE4127
 AE4127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4127'22.8 KM (14.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4127'OFFICE IN FAULKTON, 34.0 M (111.5 FT) EAST OF MILEPOST 253, 64.0 M
 AE4127'(210.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.6 M (74.1 FT)
 AE4127'SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AE4127'HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.
 AE4127'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4127'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0363 ***********************************************************************
 PS0363  DESIGNATION -  G 48
 PS0363  PID         -  PS0363
 PS0363  STATE/COUNTY-  SD/HYDE
 PS0363  COUNTRY     -  US
 PS0363  USGS QUAD   -  MACS CORNER (2017)
 PS0363
 PS0363                         *CURRENT SURVEY CONTROL
 PS0363  ______________________________________________________________________
 PS0363* NAD 83(1986) POSITION- 44 19 30.     (N) 099 26 31.     (W)   SCALED
 PS0363* NAVD 88 ORTHO HEIGHT -   621.069 (meters)     2037.62  (feet) ADJUSTED
 PS0363  ______________________________________________________________________
 PS0363  GEOID HEIGHT    -        -24.190 (meters)                     GEOID18
 PS0363  DYNAMIC HEIGHT  -        620.929 (meters)     2037.16  (feet) COMP
 PS0363  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 PS0363
 PS0363  VERT ORDER      -  SECOND    CLASS 0
 PS0363
 PS0363.The horizontal coordinates were scaled from a map and have
 PS0363.an estimated accuracy of +/- 6 seconds.
 PS0363
 PS0363.The orthometric height was determined by differential leveling and
 PS0363.adjusted by the NATIONAL GEODETIC SURVEY
 PS0363.in June 1991.
 PS0363
 PS0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0363.GEOID18 height accuracy estimate available here.
 PS0363
 PS0363.Click photographs - Photos may exist for this station.
 PS0363
 PS0363.The dynamic height is computed by dividing the NAVD 88
 PS0363.geopotential number by the normal gravity value computed on the
 PS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0363.degrees latitude (g = 980.6199 gals.).
 PS0363
 PS0363.The modeled gravity was interpolated from observed gravity values.
 PS0363
 PS0363;                    North         East    Units  Estimated Accuracy
 PS0363;SPC SD N     -    54,790.      644,520.      MT  (+/- 180 meters Scaled)
 PS0363
 PS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647080(NAD 83)
 PS0363
 PS0363                          SUPERSEDED SURVEY CONTROL
 PS0363
 PS0363  NGVD 29 (??/??/92)  620.69   (m)         2036.4    (f) COMPUTED    2 0
 PS0363
 PS0363.Superseded values are not recommended for survey control.
 PS0363
 PS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0363.See file dsdata.pdf to determine how the superseded data were derived.
 PS0363
 PS0363_MARKER: DB = BENCH MARK DISK
 PS0363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0363_SP_SET: CULVERT HEADWALL
 PS0363_STAMPING: G 48 1934
 PS0363_MARK LOGO: CGS
 PS0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0363+STABILITY: SURFACE MOTION
 PS0363
 PS0363  HISTORY     - Date     Condition        Report By
 PS0363  HISTORY     - 1934     MONUMENTED       CGS
 PS0363
 PS0363                          STATION DESCRIPTION
 PS0363
 PS0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0363'13.5 MI S FROM HIGHMORE.
 PS0363'13.5 MILES SOUTH OF DEPOT AT HIGHMORE ALONG THE HIGHMORE-CHAMBERLAIN
 PS0363'HIWAY AT CONCRETE CULVERT.  SET IN CENTER OF WEST HEADWALL,
 PS0363'ABOUT 6 INCHES ABOVE LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0364 ***********************************************************************
 PS0364  DESIGNATION -  G 48 RESET
 PS0364  PID         -  PS0364
 PS0364  STATE/COUNTY-  SD/HYDE
 PS0364  COUNTRY     -  US
 PS0364  USGS QUAD   -  MACS CORNER (2017)
 PS0364
 PS0364                         *CURRENT SURVEY CONTROL
 PS0364  ______________________________________________________________________
 PS0364* NAD 83(1986) POSITION- 44 18 51.     (N) 099 26 31.     (W)   SCALED
 PS0364* NAVD 88 ORTHO HEIGHT -   620.68  (meters)     2036.3   (feet) RESET
 PS0364  ______________________________________________________________________
 PS0364  GEOID HEIGHT    -        -24.205 (meters)                     GEOID18
 PS0364  VERT ORDER      -  THIRD
 PS0364
 PS0364.The horizontal coordinates were scaled from a map and have
 PS0364.an estimated accuracy of +/- 6 seconds.
 PS0364
 PS0364.The orthometric height was computed from unverified reset data.
 PS0364
 PS0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0364.GEOID18 height accuracy estimate available here.
 PS0364
 PS0364.Click photographs - Photos may exist for this station.
 PS0364
 PS0364;                    North         East    Units  Estimated Accuracy
 PS0364;SPC SD N     -    53,590.      644,520.      MT  (+/- 180 meters Scaled)
 PS0364
 PS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647068(NAD 83)
 PS0364
 PS0364                          SUPERSEDED SURVEY CONTROL
 PS0364
 PS0364.No superseded survey control is available for this station.
 PS0364
 PS0364_MARKER: DB = BENCH MARK DISK
 PS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0364_STAMPING: G 48 RESET 1959
 PS0364_MARK LOGO: CGS
 PS0364_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0364+STABILITY: SURFACE MOTION
 PS0364
 PS0364  HISTORY     - Date     Condition        Report By
 PS0364  HISTORY     - 1959     MONUMENTED       SDHD
 PS0364
 PS0364                          STATION DESCRIPTION
 PS0364
 PS0364'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 PS0364'13.5 MI S FROM HIGHMORE.
 PS0364'THE MARK IS LOCATED ABOUT 13.5 MILES SOUTH ALONG STATE HIGHWAY
 PS0364'47 FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT HIGHMORE,
 PS0364'99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET WEST
 PS0364'AND 1 FOOT SOUTH OF A 48 INCH REENFORCED CONCRETE PIPE, AND SET
 PS0364'IN THE TOP OF A 6 INCH X 6 INCH CONCRETE POST PROJECTING 3 INCHES
 PS0364'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0430 ***********************************************************************
 OR0430  DESIGNATION -  G 49
 OR0430  PID         -  OR0430
 OR0430  STATE/COUNTY-  SD/BRULE
 OR0430  COUNTRY     -  US
 OR0430  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0430
 OR0430                         *CURRENT SURVEY CONTROL
 OR0430  ______________________________________________________________________
 OR0430* NAD 83(1986) POSITION- 43 54 10.     (N) 099 18 22.     (W)   SCALED
 OR0430* NAVD 88 ORTHO HEIGHT -   449.206 (meters)     1473.77  (feet) ADJUSTED
 OR0430  ______________________________________________________________________
 OR0430  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 OR0430  DYNAMIC HEIGHT  -        449.097 (meters)     1473.41  (feet) COMP
 OR0430  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 OR0430
 OR0430  VERT ORDER      -  FIRST     CLASS II
 OR0430
 OR0430.The horizontal coordinates were scaled from a map and have
 OR0430.an estimated accuracy of +/- 6 seconds.
 OR0430
 OR0430.The orthometric height was determined by differential leveling and
 OR0430.adjusted by the NATIONAL GEODETIC SURVEY
 OR0430.in June 1991.
 OR0430
 OR0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0430.GEOID18 height accuracy estimate available here.
 OR0430
 OR0430.Click photographs - Photos may exist for this station.
 OR0430
 OR0430.The dynamic height is computed by dividing the NAVD 88
 OR0430.geopotential number by the normal gravity value computed on the
 OR0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0430.degrees latitude (g = 980.6199 gals.).
 OR0430
 OR0430.The modeled gravity was interpolated from observed gravity values.
 OR0430
 OR0430;                    North         East    Units  Estimated Accuracy
 OR0430;SPC SD S     -   174,860.      682,520.      MT  (+/- 180 meters Scaled)
 OR0430
 OR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP754611(NAD 83)
 OR0430
 OR0430                          SUPERSEDED SURVEY CONTROL
 OR0430
 OR0430  NGVD 29 (??/??/92)  448.875  (m)         1472.68   (f) ADJ UNCH    1 2
 OR0430
 OR0430.Superseded values are not recommended for survey control.
 OR0430
 OR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0430.See file dsdata.pdf to determine how the superseded data were derived.
 OR0430
 OR0430_MARKER: DB = BENCH MARK DISK
 OR0430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0430_SP_SET: CULVERT HEADWALL
 OR0430_STAMPING: G 49 1934
 OR0430_MARK LOGO: CGS
 OR0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0430+STABILITY: SURFACE MOTION
 OR0430
 OR0430  HISTORY     - Date     Condition        Report By
 OR0430  HISTORY     - 1934     MONUMENTED       CGS
 OR0430  HISTORY     - 1958     GOOD             CGS
 OR0430  HISTORY     - 19980210 GOOD             LOCSUR
 OR0430
 OR0430                          STATION DESCRIPTION
 OR0430
 OR0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0430'7.6 MI N FROM CHAMBERLAIN.
 OR0430'7.6 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 OR0430'CHAMBERLAIN, AT A LONG FILL, NEAR THE SOUTH END OF THE FILL,
 OR0430'AT A CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 OR0430'WEST HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 OR0430
 OR0430                          STATION RECOVERY (1998)
 OR0430
 OR0430'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (GLJ)
 OR0430'RECOVERED IN GOOD CONDITION.  NOTE--HIGHWAY 47 IS NOW EAST OF THE
 OR0430'ORIGINAL LOCATION, AND THE OLD LOCATION IS NOW JUST A NORTH-SOUTH
 OR0430'GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0258 ***********************************************************************
 OQ0258  DESIGNATION -  G 5
 OQ0258  PID         -  OQ0258
 OQ0258  STATE/COUNTY-  SD/MINNEHAHA
 OQ0258  COUNTRY     -  US
 OQ0258  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0258
 OQ0258                         *CURRENT SURVEY CONTROL
 OQ0258  ______________________________________________________________________
 OQ0258* NAD 83(1986) POSITION- 43 32 37.00   (N) 096 43 44.46   (W)   HD_HELD1
 OQ0258* NAVD 88 ORTHO HEIGHT -   439.704 (meters)     1442.60  (feet) ADJUSTED
 OQ0258  ______________________________________________________________________
 OQ0258  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 OQ0258  DYNAMIC HEIGHT  -        439.588 (meters)     1442.22  (feet) COMP
 OQ0258  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 OQ0258
 OQ0258  VERT ORDER      -  FIRST     CLASS II
 OQ0258
 OQ0258.The horizontal coordinates were determined by differentially corrected
 OQ0258.hand held GPS observations or other comparable positioning techniques
 OQ0258.and have an estimated accuracy of +/- 3 meters.
 OQ0258
 OQ0258.The orthometric height was determined by differential leveling and
 OQ0258.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0258.in June 1991.
 OQ0258
 OQ0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0258.GEOID18 height accuracy estimate available here.
 OQ0258
 OQ0258.Click photographs - Photos may exist for this station.
 OQ0258
 OQ0258.The dynamic height is computed by dividing the NAVD 88
 OQ0258.geopotential number by the normal gravity value computed on the
 OQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0258.degrees latitude (g = 980.6199 gals.).
 OQ0258
 OQ0258.The modeled gravity was interpolated from observed gravity values.
 OQ0258
 OQ0258;                    North         East    Units  Estimated Accuracy
 OQ0258;SPC SD S     -   140,770.0     891,177.0     MT  (+/- 3 meters HH1 GPS) 
 OQ0258
 OQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8346623690(NAD 83)
 OQ0258
 OQ0258                          SUPERSEDED SURVEY CONTROL
 OQ0258
 OQ0258  NGVD 29 (??/??/92)  439.427  (m)         1441.69   (f) ADJ UNCH    1 2
 OQ0258
 OQ0258.Superseded values are not recommended for survey control.
 OQ0258
 OQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0258.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0258
 OQ0258_MARKER: DB = BENCH MARK DISK
 OQ0258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OQ0258_SP_SET: STEP
 OQ0258_STAMPING: G 5 1925 1441.733
 OQ0258_MARK LOGO: CGS
 OQ0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0258+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2014
 OQ0258
 OQ0258  HISTORY     - Date     Condition        Report By
 OQ0258  HISTORY     - 1925     MONUMENTED       CGS
 OQ0258  HISTORY     - 1949     GOOD             CGS
 OQ0258  HISTORY     - 19900516 GOOD             NGS
 OQ0258  HISTORY     - 19991014 GOOD             NGS
 OQ0258  HISTORY     - 20050722 GOOD             NGS
 OQ0258  HISTORY     - 20110228 GOOD             INDIV
 OQ0258  HISTORY     - 20140929 GOOD             GEOCAC
 OQ0258
 OQ0258                          STATION DESCRIPTION
 OQ0258
 OQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0258'AT SIOUX FALLS.
 OQ0258'AT SIOUX FALLS, MINNEHAHA COUNTY, ON WEST TWELFTH STREET MIDWAY
 OQ0258'BETWEEN SOUTH MAIN STREET AND SOUTH DAKOTA AVENUE, AT THE SOUTH
 OQ0258'ENTRANCE TO THE HIGH SCHOOL, IN THE TOP OF THE CONCRETE DOORSILL,
 OQ0258'NEAR THE SOUTH EDGE AND 30 INCHES EAST OF THE WEST END.
 OQ0258
 OQ0258                          STATION RECOVERY (1990)
 OQ0258
 OQ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0258'RECOVERED IN GOOD CONDITION.
 OQ0258
 OQ0258                          STATION RECOVERY (1999)
 OQ0258
 OQ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 OQ0258'ANOTHER ALIAS IS SIOUX FALLS. STATION IS AT THE WASHINGTON HIGH SCHOOL
 OQ0258'IN DOWNTOWN SIOUX FALLS, SOUTH DAKOTA.  STATION IS 0.9 KM (0.55 MI)
 OQ0258'SOUTH OF MINNEHAHA COUNTY COURTHOUSE.  TO ACCESS FROM EXIT 79 OF
 OQ0258'INTERSTATE 29 (SOUTH OF I-90) , GO EAST ON 12TH STREET (BL 29 AND SD
 OQ0258'42) .  THIS BECOMES SD 38 AND 11TH STREET.  FROM I-29, GO EAST FOR
 OQ0258'4.22 KM (2.60 MI) AND TURN SOUTH (RIGHT) ONTO SOUTH MAIN AVENUE.  GO
 OQ0258'0.12 KM (0.05 MI) TO 12TH STREET AND SCHOOL AND STATION AT NW CORNER.
 OQ0258'STATION IS AT DOUBLE DOORWAY AT CENTER OF SOUTH SIDE OF SCHOOL, 12.1 M
 OQ0258'(39.7 FT) NORTH OF CENTER OF WEST 12TH STREET, 56.2 M (184.4 FT) EAST
 OQ0258'OF CENTER OF SOUTH DODGE AVENUE, 56.4 M (185.0 FT) WEST OF CENTER OF
 OQ0258'SOUTH MAIN AVENUE, 1.1 M (3.6 FT) SW OF CENTER OF DOUBLE DOORS TO
 OQ0258'CAFETERIA, AT SW CORNER OF ONLY CONCRETE STEP AND NEXT TO A DOOR STOP.
 OQ0258'10/1999 RECOVERY- SCHOOL IS NOW A MUSEUM AND W 12TH STREET IS CLOSED
 OQ0258'OFF.
 OQ0258
 OQ0258                          STATION RECOVERY (2005)
 OQ0258
 OQ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OQ0258'RECOVERED IN GOOD CONDITION.
 OQ0258
 OQ0258                          STATION RECOVERY (2011)
 OQ0258
 OQ0258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0258'RECOVERED IN GOOD CONDITION.
 OQ0258
 OQ0258                          STATION RECOVERY (2014)
 OQ0258
 OQ0258'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 OQ0258'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0818 ***********************************************************************
 PU0818  DESIGNATION -  G 5 B 1
 PU0818  PID         -  PU0818
 PU0818  STATE/COUNTY-  SD/MEADE
 PU0818  COUNTRY     -  US
 PU0818  USGS QUAD   -  STONEVILLE (2017)
 PU0818
 PU0818                         *CURRENT SURVEY CONTROL
 PU0818  ______________________________________________________________________
 PU0818* NAD 83(1986) POSITION- 44 39 17.     (N) 102 39 51.     (W)   SCALED
 PU0818* NAVD 88 ORTHO HEIGHT -   957.834 (meters)     3142.49  (feet) ADJUSTED
 PU0818  ______________________________________________________________________
 PU0818  GEOID HEIGHT    -        -18.065 (meters)                     GEOID18
 PU0818  DYNAMIC HEIGHT  -        957.577 (meters)     3141.65  (feet) COMP
 PU0818  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 PU0818
 PU0818  VERT ORDER      -  SECOND    CLASS 0
 PU0818
 PU0818.The horizontal coordinates were scaled from a map and have
 PU0818.an estimated accuracy of +/- 6 seconds.
 PU0818
 PU0818.The orthometric height was determined by differential leveling and
 PU0818.adjusted by the NATIONAL GEODETIC SURVEY
 PU0818.in June 1991.
 PU0818
 PU0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0818.GEOID18 height accuracy estimate available here.
 PU0818
 PU0818.Click photographs - Photos may exist for this station.
 PU0818
 PU0818.The dynamic height is computed by dividing the NAVD 88
 PU0818.geopotential number by the normal gravity value computed on the
 PU0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0818.degrees latitude (g = 980.6199 gals.).
 PU0818
 PU0818.The modeled gravity was interpolated from observed gravity values.
 PU0818
 PU0818;                    North         East    Units  Estimated Accuracy
 PU0818;SPC SD N     -    94,750.      388,730.      MT  (+/- 180 meters Scaled)
 PU0818
 PU0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK852472(NAD 83)
 PU0818
 PU0818                          SUPERSEDED SURVEY CONTROL
 PU0818
 PU0818  NGVD 29 (??/??/92)  957.35   (m)         3140.9    (f) COMPUTED    2 0
 PU0818
 PU0818.Superseded values are not recommended for survey control.
 PU0818
 PU0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0818.See file dsdata.pdf to determine how the superseded data were derived.
 PU0818
 PU0818_MARKER: Z = SEE DESCRIPTION
 PU0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0818_SP_SET: PIER
 PU0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0818
 PU0818  HISTORY     - Date     Condition        Report By
 PU0818  HISTORY     - UNK      MONUMENTED       USAF
 PU0818  HISTORY     - 1962     GOOD             CGS
 PU0818
 PU0818                          STATION DESCRIPTION
 PU0818
 PU0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0818'5.9 MI S FROM STONEVILLE.
 PU0818'5.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0818'STONEVILLE, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, 99 FEET
 PU0818'SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH-SOUTHWEST
 PU0818'OF POWER POLE 4 AE -1, ABOUT LEVEL WITH THE ROAD, CENTER OF
 PU0818'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0818'PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0817 ***********************************************************************
 PU0817  DESIGNATION -  G 5 B 2
 PU0817  PID         -  PU0817
 PU0817  STATE/COUNTY-  SD/MEADE
 PU0817  COUNTRY     -  US
 PU0817  USGS QUAD   -  STONEVILLE (2017)
 PU0817
 PU0817                         *CURRENT SURVEY CONTROL
 PU0817  ______________________________________________________________________
 PU0817* NAD 83(1986) POSITION- 44 39 20.     (N) 102 39 29.     (W)   SCALED
 PU0817* NAVD 88 ORTHO HEIGHT -   960.544 (meters)     3151.38  (feet) ADJUSTED
 PU0817  ______________________________________________________________________
 PU0817  GEOID HEIGHT    -        -18.081 (meters)                     GEOID18
 PU0817  DYNAMIC HEIGHT  -        960.287 (meters)     3150.54  (feet) COMP
 PU0817  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 PU0817
 PU0817  VERT ORDER      -  SECOND    CLASS 0
 PU0817
 PU0817.The horizontal coordinates were scaled from a map and have
 PU0817.an estimated accuracy of +/- 6 seconds.
 PU0817
 PU0817.The orthometric height was determined by differential leveling and
 PU0817.adjusted by the NATIONAL GEODETIC SURVEY
 PU0817.in June 1991.
 PU0817
 PU0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0817.GEOID18 height accuracy estimate available here.
 PU0817
 PU0817.Click photographs - Photos may exist for this station.
 PU0817
 PU0817.The dynamic height is computed by dividing the NAVD 88
 PU0817.geopotential number by the normal gravity value computed on the
 PU0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0817.degrees latitude (g = 980.6199 gals.).
 PU0817
 PU0817.The modeled gravity was interpolated from observed gravity values.
 PU0817
 PU0817;                    North         East    Units  Estimated Accuracy
 PU0817;SPC SD N     -    94,830.      389,220.      MT  (+/- 180 meters Scaled)
 PU0817
 PU0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK856473(NAD 83)
 PU0817
 PU0817                          SUPERSEDED SURVEY CONTROL
 PU0817
 PU0817  NGVD 29 (??/??/92)  960.06   (m)         3149.8    (f) COMPUTED    2 0
 PU0817
 PU0817.Superseded values are not recommended for survey control.
 PU0817
 PU0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0817.See file dsdata.pdf to determine how the superseded data were derived.
 PU0817
 PU0817_MARKER: Z = SEE DESCRIPTION
 PU0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0817_SP_SET: PIER
 PU0817_STAMPING: G 5 B 2
 PU0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0817
 PU0817  HISTORY     - Date     Condition        Report By
 PU0817  HISTORY     - UNK      MONUMENTED       USAF
 PU0817  HISTORY     - 1962     GOOD             CGS
 PU0817
 PU0817                          STATION DESCRIPTION
 PU0817
 PU0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0817'6 MI S FROM STONEVILLE.
 PU0817'5.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0817'STONEVILLE, THENCE 0.2 MILE EAST ALONG A FENCE LINE, IN A
 PU0817'PASTURE, 19 FEET NORTH OF THE FENCE, CENTER OF TRIBRACH MOUNTED
 PU0817'ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET
 PU0817'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0288 ***********************************************************************
 PS0288  DESIGNATION -  G 50
 PS0288  PID         -  PS0288
 PS0288  STATE/COUNTY-  SD/HYDE
 PS0288  COUNTRY     -  US
 PS0288  USGS QUAD   -  HIGHMORE SE (2017)
 PS0288
 PS0288                         *CURRENT SURVEY CONTROL
 PS0288  ______________________________________________________________________
 PS0288* NAD 83(1986) POSITION- 44 31 13.70   (N) 099 20 28.34   (W)   HD_HELD1
 PS0288* NAVD 88 ORTHO HEIGHT -   555.920 (meters)     1823.88  (feet) ADJUSTED
 PS0288  ______________________________________________________________________
 PS0288  GEOID HEIGHT    -        -23.974 (meters)                     GEOID18
 PS0288  DYNAMIC HEIGHT  -        555.810 (meters)     1823.52  (feet) COMP
 PS0288  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PS0288
 PS0288  VERT ORDER      -  SECOND    CLASS 0
 PS0288
 PS0288.The horizontal coordinates were determined by differentially corrected
 PS0288.hand held GPS observations or other comparable positioning techniques
 PS0288.and have an estimated accuracy of +/- 3 meters.
 PS0288
 PS0288.The orthometric height was determined by differential leveling and
 PS0288.adjusted by the NATIONAL GEODETIC SURVEY
 PS0288.in June 1991.
 PS0288
 PS0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0288.GEOID18 height accuracy estimate available here.
 PS0288
 PS0288.Click photographs - Photos may exist for this station.
 PS0288
 PS0288.The dynamic height is computed by dividing the NAVD 88
 PS0288.geopotential number by the normal gravity value computed on the
 PS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0288.degrees latitude (g = 980.6199 gals.).
 PS0288
 PS0288.The modeled gravity was interpolated from observed gravity values.
 PS0288
 PS0288;                    North         East    Units  Estimated Accuracy
 PS0288;SPC SD N     -    76,569.6     652,373.8     MT  (+/- 3 meters HH1 GPS) 
 PS0288
 PS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7288429739(NAD 83)
 PS0288
 PS0288                          SUPERSEDED SURVEY CONTROL
 PS0288
 PS0288  NGVD 29 (??/??/92)  555.566  (m)         1822.72   (f) ADJ UNCH    2 0
 PS0288
 PS0288.Superseded values are not recommended for survey control.
 PS0288
 PS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0288.See file dsdata.pdf to determine how the superseded data were derived.
 PS0288
 PS0288_MARKER: DB = BENCH MARK DISK
 PS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0288_STAMPING: G 50 1934
 PS0288_MARK LOGO: CGS
 PS0288_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0288+STABILITY: SURFACE MOTION
 PS0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0288+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0288
 PS0288  HISTORY     - Date     Condition        Report By
 PS0288  HISTORY     - 1934     MONUMENTED       CGS
 PS0288  HISTORY     - 19941103 GOOD             NGS
 PS0288
 PS0288                          STATION DESCRIPTION
 PS0288
 PS0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0288'5 MI E FROM HIGHMORE.
 PS0288'ABOUT 5.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0288'FROM THE STATION AT HIGHMORE, HYDE COUNTY, ABOUT 10 POLES WEST
 PS0288'OF MILEPOST 420, AT A ROAD CROSSING, ABOUT 30 FEET WEST OF THE
 PS0288'CENTER LINE OF THE ROAD, ABOUT 96 FEET NORTH OF THE CENTER LINE
 PS0288'OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 PS0288'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 50 1934
 PS0288'AND SET IN THE TOP OF A CONCRETE POST.
 PS0288
 PS0288                          STATION RECOVERY (1994)
 PS0288
 PS0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0288'7.9 KM (4.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0288'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG
 PS0288'A TRACK ROAD, 26.9 M (88.3 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA,
 PS0288'MINNESOTA AND EASTERN RAILROAD, 10.7 M (35.1 FT) WEST OF THE ROAD
 PS0288'CENTER, 2.5 M (8.2 FT) SOUTH OF A FENCE CORNER, 0.3 M (1.0 FT) ABOVE
 PS0288'THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PS0288'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0169 ***********************************************************************
 PS0169  DESIGNATION -  G 51
 PS0169  PID         -  PS0169
 PS0169  STATE/COUNTY-  SD/HAND
 PS0169  COUNTRY     -  US
 PS0169  USGS QUAD   -  WESSINGTON (2017)
 PS0169
 PS0169                         *CURRENT SURVEY CONTROL
 PS0169  ______________________________________________________________________
 PS0169* NAD 83(1986) POSITION- 44 28 00.     (N) 098 43 44.     (W)   SCALED
 PS0169* NAVD 88 ORTHO HEIGHT -   433.565 (meters)     1422.45  (feet) ADJUSTED
 PS0169  ______________________________________________________________________
 PS0169  GEOID HEIGHT    -        -24.885 (meters)                     GEOID18
 PS0169  DYNAMIC HEIGHT  -        433.481 (meters)     1422.18  (feet) COMP
 PS0169  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 PS0169
 PS0169  VERT ORDER      -  FIRST     CLASS II
 PS0169
 PS0169.The horizontal coordinates were scaled from a map and have
 PS0169.an estimated accuracy of +/- 6 seconds.
 PS0169
 PS0169.The orthometric height was determined by differential leveling and
 PS0169.adjusted by the NATIONAL GEODETIC SURVEY
 PS0169.in October 1997.
 PS0169
 PS0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0169.GEOID18 height accuracy estimate available here.
 PS0169
 PS0169.Click photographs - Photos may exist for this station.
 PS0169
 PS0169.The dynamic height is computed by dividing the NAVD 88
 PS0169.geopotential number by the normal gravity value computed on the
 PS0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0169.degrees latitude (g = 980.6199 gals.).
 PS0169
 PS0169.The modeled gravity was interpolated from observed gravity values.
 PS0169
 PS0169;                    North         East    Units  Estimated Accuracy
 PS0169;SPC SD N     -    71,170.      701,140.      MT  (+/- 180 meters Scaled)
 PS0169
 PS0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ215237(NAD 83)
 PS0169
 PS0169                          SUPERSEDED SURVEY CONTROL
 PS0169
 PS0169  NAVD 88 (06/15/91)  433.559  (m)         1422.43   (f) SUPERSEDED  1 2
 PS0169  NGVD 29 (??/??/92)  433.244  (m)         1421.40   (f) ADJ UNCH    1 2
 PS0169
 PS0169.Superseded values are not recommended for survey control.
 PS0169
 PS0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0169.See file dsdata.pdf to determine how the superseded data were derived.
 PS0169
 PS0169_MARKER: DB = BENCH MARK DISK
 PS0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0169_SP_SET: HEADWALL
 PS0169_STAMPING: G 51 1934
 PS0169_MARK LOGO: CGS
 PS0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0169+STABILITY: SURFACE MOTION
 PS0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0169+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0169
 PS0169  HISTORY     - Date     Condition        Report By
 PS0169  HISTORY     - 1934     MONUMENTED       CGS
 PS0169  HISTORY     - 1940     GOOD             CGS
 PS0169  HISTORY     - 19941101 GOOD             NGS
 PS0169
 PS0169                          STATION DESCRIPTION
 PS0169
 PS0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0169'1.6 MI W FROM WESSINGTON.
 PS0169'IN HAND COUNTY, ABOUT 1.6 MILES WEST ALONG THE CHICAGO AND NORTH
 PS0169'WESTERN RAILWAY FROM THE STATION AT WESSINGTON, BEADLE COUNTY,
 PS0169'ABOUT 8 POLES WEST OF MILEPOST 389, AT CULVERT 166, IN THE CENTER
 PS0169'OF THE TOP OF THE NORTH SANDSTONE HEAD WALL, 8.3 FEET NORTH OF THE
 PS0169'NORTH RAIL, 5.8 FEET EAST OF A WHITE REFERENCE POST, AND ABOUT 1
 PS0169'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 51 1934.
 PS0169
 PS0169                          STATION RECOVERY (1940)
 PS0169
 PS0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0169'RECOVERED IN GOOD CONDITION.
 PS0169
 PS0169                          STATION RECOVERY (1994)
 PS0169
 PS0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0169'22.1 KM (13.75 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0169'IN MILLER, IN TOP OF AND 1.7 M (5.6 FT) SOUTHEAST OF THE NORTHWEST END
 PS0169'OF THE NORTHEAST STONE HEADWALL OF A CULVERT UNDER THE DAKOTA,
 PS0169'MINNESOTA AND EASTERN RAILROAD, 141.0 M (462.6 FT) WEST OF MILEPOST
 PS0169'315, 24.1 M (79.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.6 M (8.5
 PS0169'FT) NORTHEAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF
 PS0169'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0364 ***********************************************************************
 OQ0364  DESIGNATION -  G 53
 OQ0364  PID         -  OQ0364
 OQ0364  STATE/COUNTY-  SD/MINER
 OQ0364  COUNTRY     -  US
 OQ0364  USGS QUAD   -  UNITYVILLE (2017)
 OQ0364
 OQ0364                         *CURRENT SURVEY CONTROL
 OQ0364  ______________________________________________________________________
 OQ0364* NAD 83(1986) POSITION- 43 51 47.     (N) 097 29 37.     (W)   SCALED
 OQ0364* NAVD 88 ORTHO HEIGHT -   467.207 (meters)     1532.83  (feet) ADJUSTED
 OQ0364  ______________________________________________________________________
 OQ0364  GEOID HEIGHT    -        -25.898 (meters)                     GEOID18
 OQ0364  DYNAMIC HEIGHT  -        467.098 (meters)     1532.47  (feet) COMP
 OQ0364  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 OQ0364
 OQ0364  VERT ORDER      -  SECOND    CLASS 0
 OQ0364
 OQ0364.The horizontal coordinates were scaled from a map and have
 OQ0364.an estimated accuracy of +/- 6 seconds.
 OQ0364
 OQ0364.The orthometric height was determined by differential leveling and
 OQ0364.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0364.in June 1991.
 OQ0364
 OQ0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0364.GEOID18 height accuracy estimate available here.
 OQ0364
 OQ0364.Click photographs - Photos may exist for this station.
 OQ0364
 OQ0364.The dynamic height is computed by dividing the NAVD 88
 OQ0364.geopotential number by the normal gravity value computed on the
 OQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0364.degrees latitude (g = 980.6199 gals.).
 OQ0364
 OQ0364.The modeled gravity was interpolated from observed gravity values.
 OQ0364
 OQ0364;                    North         East    Units  Estimated Accuracy
 OQ0364;SPC SD S     -   173,840.      828,220.      MT  (+/- 180 meters Scaled)
 OQ0364
 OQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP210577(NAD 83)
 OQ0364
 OQ0364                          SUPERSEDED SURVEY CONTROL
 OQ0364
 OQ0364  NGVD 29 (??/??/92)  466.912  (m)         1531.86   (f) ADJ UNCH    2 0
 OQ0364
 OQ0364.Superseded values are not recommended for survey control.
 OQ0364
 OQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0364.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0364
 OQ0364_MARKER: DB = BENCH MARK DISK
 OQ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0364_STAMPING: G 53 1934
 OQ0364_MARK LOGO: CGS
 OQ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0364+STABILITY: SURFACE MOTION
 OQ0364
 OQ0364  HISTORY     - Date     Condition        Report By
 OQ0364  HISTORY     - 1934     MONUMENTED       CGS
 OQ0364
 OQ0364                          STATION DESCRIPTION
 OQ0364
 OQ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0364'1.3 MI SE FROM CANOVA.
 OQ0364'ABOUT 1.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OQ0364'RAILWAY FROM THE STATION AT CANOVA, MINER COUNTY, ABOUT 13
 OQ0364'POLES SOUTHEAST OF MILEPOST 87, AT A ROAD CROSSING, 36 FEET
 OQ0364'NORTHWEST OF THE CENTER LINE OF THE ROAD, 40 FEET SOUTHWEST OF
 OQ0364'THE CENTER LINE OF THE TRACK, 4 FEET NORTHWEST OF A POLE, AND
 OQ0364'2 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK, STAMPED
 OQ0364'G 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0497 ***********************************************************************
 PR0497  DESIGNATION -  G 54
 PR0497  PID         -  PR0497
 PR0497  STATE/COUNTY-  SD/LAKE
 PR0497  COUNTRY     -  US
 PR0497  USGS QUAD   -  RAMONA (2017)
 PR0497
 PR0497                         *CURRENT SURVEY CONTROL
 PR0497  ______________________________________________________________________
 PR0497* NAD 83(1986) POSITION- 44 00 05.     (N) 097 08 57.     (W)   SCALED
 PR0497* NAVD 88 ORTHO HEIGHT -   508.991 (meters)     1669.91  (feet) ADJUSTED
 PR0497  ______________________________________________________________________
 PR0497  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 PR0497  DYNAMIC HEIGHT  -        508.869 (meters)     1669.51  (feet) COMP
 PR0497  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 PR0497
 PR0497  VERT ORDER      -  SECOND    CLASS 0
 PR0497
 PR0497.The horizontal coordinates were scaled from a map and have
 PR0497.an estimated accuracy of +/- 6 seconds.
 PR0497
 PR0497.The orthometric height was determined by differential leveling and
 PR0497.adjusted by the NATIONAL GEODETIC SURVEY
 PR0497.in June 1991.
 PR0497
 PR0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0497.GEOID18 height accuracy estimate available here.
 PR0497
 PR0497.Click photographs - Photos may exist for this station.
 PR0497
 PR0497.The dynamic height is computed by dividing the NAVD 88
 PR0497.geopotential number by the normal gravity value computed on the
 PR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0497.degrees latitude (g = 980.6199 gals.).
 PR0497
 PR0497.The modeled gravity was interpolated from observed gravity values.
 PR0497
 PR0497;                    North         East    Units  Estimated Accuracy
 PR0497;SPC SD S     -   190,200.      855,300.      MT  (+/- 180 meters Scaled)
 PR0497
 PR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP483736(NAD 83)
 PR0497
 PR0497                          SUPERSEDED SURVEY CONTROL
 PR0497
 PR0497  NGVD 29 (??/??/92)  508.698  (m)         1668.95   (f) ADJ UNCH    2 0
 PR0497
 PR0497.Superseded values are not recommended for survey control.
 PR0497
 PR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0497.See file dsdata.pdf to determine how the superseded data were derived.
 PR0497
 PR0497_MARKER: DB = BENCH MARK DISK
 PR0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0497_STAMPING: G 54 1934
 PR0497_MARK LOGO: CGS
 PR0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0497+STABILITY: SURFACE MOTION
 PR0497
 PR0497  HISTORY     - Date     Condition        Report By
 PR0497  HISTORY     - 1934     MONUMENTED       CGS
 PR0497
 PR0497                          STATION DESCRIPTION
 PR0497
 PR0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0497'1.5 MI W FROM MADISON.
 PR0497'1.5 MILES WESTA LONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0497'RAILROAD FROM THE MUNICIPAL POWER PLANT AT MADISON, LAKE COUNTY,
 PR0497'ABOUT 2 POLES WEST OF MILEPOST 335, AT A ROAD CROSSING, ABOUT
 PR0497'40 FEET WEST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF
 PR0497'THE CENTER LINE OF THE TRACK, 4 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 PR0497'FENCE CORNER, AND ABOUT 3 FEET LOWER THAN THE TRACK LEVEL.  A
 PR0497'STANDARD DISK, STAMPED G 54 1934 AND SET IN THE TOP OF A CONCRETE
 PR0497'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0198 ***********************************************************************
 PR0198  DESIGNATION -  G 55 RESET
 PR0198  PID         -  PR0198
 PR0198  STATE/COUNTY-  SD/BROOKINGS
 PR0198  COUNTRY     -  US
 PR0198  USGS QUAD   -  WHITE (2017)
 PR0198
 PR0198                         *CURRENT SURVEY CONTROL
 PR0198  ______________________________________________________________________
 PR0198* NAD 83(1986) POSITION- 44 26 07.     (N) 096 39 05.     (W)   SCALED
 PR0198* NAVD 88 ORTHO HEIGHT -   542.73  (meters)     1780.6   (feet) RESET
 PR0198  ______________________________________________________________________
 PR0198  GEOID HEIGHT    -        -25.242 (meters)                     GEOID18
 PR0198  VERT ORDER      -  THIRD
 PR0198
 PR0198.The horizontal coordinates were scaled from a map and have
 PR0198.an estimated accuracy of +/- 6 seconds.
 PR0198
 PR0198.The orthometric height was computed from unverified reset data.
 PR0198
 PR0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0198.GEOID18 height accuracy estimate available here.
 PR0198
 PR0198.Click photographs - Photos may exist for this station.
 PR0198
 PR0198;                    North         East    Units  Estimated Accuracy
 PR0198;SPC SD N     -    72,400.      866,530.      MT  (+/- 180 meters Scaled)
 PR0198
 PR0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ869229(NAD 83)
 PR0198
 PR0198                          SUPERSEDED SURVEY CONTROL
 PR0198
 PR0198.No superseded survey control is available for this station.
 PR0198
 PR0198_MARKER: DB = BENCH MARK DISK
 PR0198_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0198_SP_SET: FLOOR
 PR0198_STAMPING: G 55 RESET 1971
 PR0198_MARK LOGO: CGS
 PR0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0198
 PR0198  HISTORY     - Date     Condition        Report By
 PR0198  HISTORY     - 1971     MONUMENTED       NGS
 PR0198
 PR0198                          STATION DESCRIPTION
 PR0198
 PR0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PR0198'AT WHITE.
 PR0198'AT THE MADSEN LUMBER YARD ON MAIN STREET IN WHITE, AT THE NORTH
 PR0198'END OF THE MAIN BUILDING, SET IN A DRILL HOLE IN THE CONCRETE
 PR0198'FLOOR AT THE EAST END OF THE DOOR OPENING - OUTSIDE THE DOOR
 PR0198'WHEN IT IS CLOSED.  THE BUILDING IS ON THE NORTH SIDE OF THE
 PR0198'STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0319 ***********************************************************************
 PR0319  DESIGNATION -  G 56
 PR0319  PID         -  PR0319
 PR0319  STATE/COUNTY-  SD/DEUEL
 PR0319  COUNTRY     -  US
 PR0319  USGS QUAD   -  BEMIS (2017)
 PR0319
 PR0319                         *CURRENT SURVEY CONTROL
 PR0319  ______________________________________________________________________
 PR0319* NAD 83(1986) POSITION- 44 52 25.     (N) 096 46 47.     (W)   SCALED
 PR0319* NAVD 88 ORTHO HEIGHT -   572.460 (meters)     1878.15  (feet) ADJUSTED
 PR0319  ______________________________________________________________________
 PR0319  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 PR0319  DYNAMIC HEIGHT  -        572.373 (meters)     1877.86  (feet) COMP
 PR0319  MODELED GRAVITY -    980,446.5   (mgal)                       NAVD 88
 PR0319
 PR0319  VERT ORDER      -  SECOND    CLASS 0
 PR0319
 PR0319.The horizontal coordinates were scaled from a map and have
 PR0319.an estimated accuracy of +/- 6 seconds.
 PR0319
 PR0319.The orthometric height was determined by differential leveling and
 PR0319.adjusted by the NATIONAL GEODETIC SURVEY
 PR0319.in June 1991.
 PR0319
 PR0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0319.GEOID18 height accuracy estimate available here.
 PR0319
 PR0319.Click photographs - Photos may exist for this station.
 PR0319
 PR0319.The dynamic height is computed by dividing the NAVD 88
 PR0319.geopotential number by the normal gravity value computed on the
 PR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0319.degrees latitude (g = 980.6199 gals.).
 PR0319
 PR0319.The modeled gravity was interpolated from observed gravity values.
 PR0319
 PR0319;                    North         East    Units  Estimated Accuracy
 PR0319;SPC SD N     -   120,660.      854,390.      MT  (+/- 180 meters Scaled)
 PR0319
 PR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ753713(NAD 83)
 PR0319
 PR0319                          SUPERSEDED SURVEY CONTROL
 PR0319
 PR0319  NGVD 29 (??/??/92)  572.186  (m)         1877.25   (f) ADJ UNCH    2 0
 PR0319
 PR0319.Superseded values are not recommended for survey control.
 PR0319
 PR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0319.See file dsdata.pdf to determine how the superseded data were derived.
 PR0319
 PR0319_MARKER: DB = BENCH MARK DISK
 PR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0319_STAMPING: G 56 1934
 PR0319_MARK LOGO: CGS
 PR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0319+STABILITY: SURFACE MOTION
 PR0319
 PR0319  HISTORY     - Date     Condition        Report By
 PR0319  HISTORY     - 1934     MONUMENTED       CGS
 PR0319
 PR0319                          STATION DESCRIPTION
 PR0319
 PR0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0319'3.4 MI E FROM GOODWIN.
 PR0319'ABOUT 3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0319'FROM THE CITY SCHOOL AT GOODWIN, DEUEL COUNTY, ABOUT 15 POLES
 PR0319'WEST OF MILEPOST 302, 38 FEET NORTH OF THE CENTER LINE OF THE
 PR0319'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 PR0319'G 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0644 ***********************************************************************
 PR0644  DESIGNATION -  G 57
 PR0644  PID         -  PR0644
 PR0644  STATE/COUNTY-  SD/CLARK
 PR0644  COUNTRY     -  US
 PR0644  USGS QUAD   -  GARDEN CITY (2017)
 PR0644
 PR0644                         *CURRENT SURVEY CONTROL
 PR0644  ______________________________________________________________________
 PR0644* NAD 83(1986) POSITION- 44 57 33.     (N) 097 35 01.     (W)   SCALED
 PR0644* NAVD 88 ORTHO HEIGHT -   565.224 (meters)     1854.41  (feet) ADJUSTED
 PR0644  ______________________________________________________________________
 PR0644  GEOID HEIGHT    -        -24.774 (meters)                     GEOID18
 PR0644  DYNAMIC HEIGHT  -        565.141 (meters)     1854.13  (feet) COMP
 PR0644  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 PR0644
 PR0644  VERT ORDER      -  SECOND    CLASS 0
 PR0644
 PR0644.The horizontal coordinates were scaled from a map and have
 PR0644.an estimated accuracy of +/- 6 seconds.
 PR0644
 PR0644.The orthometric height was determined by differential leveling and
 PR0644.adjusted by the NATIONAL GEODETIC SURVEY
 PR0644.in June 1991.
 PR0644
 PR0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0644.GEOID18 height accuracy estimate available here.
 PR0644
 PR0644.Click photographs - Photos may exist for this station.
 PR0644
 PR0644.The dynamic height is computed by dividing the NAVD 88
 PR0644.geopotential number by the normal gravity value computed on the
 PR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0644.degrees latitude (g = 980.6199 gals.).
 PR0644
 PR0644.The modeled gravity was interpolated from observed gravity values.
 PR0644
 PR0644;                    North         East    Units  Estimated Accuracy
 PR0644;SPC SD N     -   127,950.      790,620.      MT  (+/- 180 meters Scaled)
 PR0644
 PR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ117793(NAD 83)
 PR0644
 PR0644                          SUPERSEDED SURVEY CONTROL
 PR0644
 PR0644  NGVD 29 (??/??/92)  564.911  (m)         1853.38   (f) ADJ UNCH    2 0
 PR0644
 PR0644.Superseded values are not recommended for survey control.
 PR0644
 PR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0644.See file dsdata.pdf to determine how the superseded data were derived.
 PR0644
 PR0644_MARKER: DB = BENCH MARK DISK
 PR0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0644_STAMPING: G 57 1934
 PR0644_MARK LOGO: CGS
 PR0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0644+STABILITY: SURFACE MOTION
 PR0644
 PR0644  HISTORY     - Date     Condition        Report By
 PR0644  HISTORY     - 1934     MONUMENTED       CGS
 PR0644  HISTORY     - 1954     GOOD             CGS
 PR0644
 PR0644                          STATION DESCRIPTION
 PR0644
 PR0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0644'AT GARDEN CITY.
 PR0644'AT GARDEN CITY, CLARK COUNTY, ABOUT 150 FEET NORTH OF THE CHICAGO,
 PR0644'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 20 FEET EAST
 PR0644'OF THE MAIN TRACK, 33 FEET WEST OF A SIDETRACK, AND ABOUT 6
 PR0644'INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 57
 PR0644'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0644
 PR0644                          STATION RECOVERY (1954)
 PR0644
 PR0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PR0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0611 ***********************************************************************
 PR0611  DESIGNATION -  G 58
 PR0611  PID         -  PR0611
 PR0611  STATE/COUNTY-  SD/CLARK
 PR0611  COUNTRY     -  US
 PR0611  USGS QUAD   -  CLARK NORTH (2017)
 PR0611
 PR0611                         *CURRENT SURVEY CONTROL
 PR0611  ______________________________________________________________________
 PR0611* NAD 83(1986) POSITION- 44 52 39.     (N) 097 43 59.     (W)   SCALED
 PR0611* NAVD 88 ORTHO HEIGHT -   549.277 (meters)     1802.09  (feet) ADJUSTED
 PR0611  ______________________________________________________________________
 PR0611  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 PR0611  DYNAMIC HEIGHT  -        549.197 (meters)     1801.82  (feet) COMP
 PR0611  MODELED GRAVITY -    980,454.4   (mgal)                       NAVD 88
 PR0611
 PR0611  VERT ORDER      -  FIRST     CLASS II
 PR0611
 PR0611.The horizontal coordinates were scaled from a map and have
 PR0611.an estimated accuracy of +/- 6 seconds.
 PR0611
 PR0611.The orthometric height was determined by differential leveling and
 PR0611.adjusted by the NATIONAL GEODETIC SURVEY
 PR0611.in June 1991.
 PR0611
 PR0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0611.GEOID18 height accuracy estimate available here.
 PR0611
 PR0611.Click photographs - Photos may exist for this station.
 PR0611
 PR0611.The dynamic height is computed by dividing the NAVD 88
 PR0611.geopotential number by the normal gravity value computed on the
 PR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0611.degrees latitude (g = 980.6199 gals.).
 PR0611
 PR0611.The modeled gravity was interpolated from observed gravity values.
 PR0611
 PR0611;                    North         East    Units  Estimated Accuracy
 PR0611;SPC SD N     -   118,540.      779,090.      MT  (+/- 180 meters Scaled)
 PR0611
 PR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ000701(NAD 83)
 PR0611
 PR0611                          SUPERSEDED SURVEY CONTROL
 PR0611
 PR0611  NGVD 29 (??/??/92)  548.962  (m)         1801.05   (f) ADJ UNCH    1 2
 PR0611
 PR0611.Superseded values are not recommended for survey control.
 PR0611
 PR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0611.See file dsdata.pdf to determine how the superseded data were derived.
 PR0611
 PR0611_MARKER: DB = BENCH MARK DISK
 PR0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0611_SP_SET: BUILDING
 PR0611_STAMPING: G 58 1934
 PR0611_MARK LOGO: CGS
 PR0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0611+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0611
 PR0611  HISTORY     - Date     Condition        Report By
 PR0611  HISTORY     - 1934     MONUMENTED       CGS
 PR0611  HISTORY     - 1941     GOOD             CGS
 PR0611  HISTORY     - 19950913 GOOD             NGS
 PR0611  HISTORY     - 19961011 GOOD             CHANCE
 PR0611
 PR0611                          STATION DESCRIPTION
 PR0611
 PR0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0611'AT CLARK.
 PR0611'AT CLARK, CLARK COUNTY, AT THE NORTHEAST CORNER OF COMMERCIAL AND
 PR0611'SECOND STREETS, IN THE SOUTH BRICK WALL OF THE CLARK COUNTY
 PR0611'NATIONAL BANK BUILDING, 2 FEET WEST OF THE SOUTH SIDE DOOR, AND
 PR0611'ABOUT 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED G 58
 PR0611'1934 AND SET VERTICALLY.
 PR0611
 PR0611                          STATION RECOVERY (1941)
 PR0611
 PR0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PR0611'RECOVERED IN GOOD CONDITION.
 PR0611
 PR0611                          STATION RECOVERY (1995)
 PR0611
 PR0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0611'IN CLARK, AT THE INTERSECTION OF COMMERCIAL STREET AND 2ND AVENUE
 PR0611'NORTH, SET VERTICALLY IN THE SOUTH FACE OF THE SENIOR CITIZENS CENTER,
 PR0611'21.7 M (71.2 FT) EAST OF THE STREET CENTERLINE, 12.5 M (41.0 FT) NORTH
 PR0611'OF THE AVENUE CENTER, 6.7 M (22.0 FT) EAST OF THE SOUTHWEST CORNER OF
 PR0611'THE BUILDING, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE AVENUE.
 PR0611
 PR0611                          STATION RECOVERY (1996)
 PR0611
 PR0611'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0611'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0030 ***********************************************************************
 PS0030  DESIGNATION -  G 59
 PS0030  PID         -  PS0030
 PS0030  STATE/COUNTY-  SD/SPINK
 PS0030  COUNTRY     -  US
 PS0030  USGS QUAD   -  ASHTON (2017)
 PS0030
 PS0030                         *CURRENT SURVEY CONTROL
 PS0030  ______________________________________________________________________
 PS0030* NAD 83(1986) POSITION- 44 52 36.60   (N) 098 29 15.66   (W)   HD_HELD1
 PS0030* NAVD 88 ORTHO HEIGHT -   394.827 (meters)     1295.36  (feet) ADJUSTED
 PS0030  ______________________________________________________________________
 PS0030  GEOID HEIGHT    -        -24.297 (meters)                     GEOID18
 PS0030  DYNAMIC HEIGHT  -        394.784 (meters)     1295.22  (feet) COMP
 PS0030  MODELED GRAVITY -    980,495.3   (mgal)                       NAVD 88
 PS0030
 PS0030  VERT ORDER      -  SECOND    CLASS 0
 PS0030
 PS0030.The horizontal coordinates were determined by differentially corrected
 PS0030.hand held GPS observations or other comparable positioning techniques
 PS0030.and have an estimated accuracy of +/- 3 meters.
 PS0030
 PS0030.The orthometric height was determined by differential leveling and
 PS0030.adjusted by the NATIONAL GEODETIC SURVEY
 PS0030.in June 1991.
 PS0030
 PS0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0030.GEOID18 height accuracy estimate available here.
 PS0030
 PS0030.Click photographs - Photos may exist for this station.
 PS0030
 PS0030.The dynamic height is computed by dividing the NAVD 88
 PS0030.geopotential number by the normal gravity value computed on the
 PS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0030.degrees latitude (g = 980.6199 gals.).
 PS0030
 PS0030.The modeled gravity was interpolated from observed gravity values.
 PS0030
 PS0030;                    North         East    Units  Estimated Accuracy
 PS0030;SPC SD N     -   117,071.9     719,482.9     MT  (+/- 3 meters HH1 GPS) 
 PS0030
 PS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4046469395(NAD 83)
 PS0030
 PS0030                          SUPERSEDED SURVEY CONTROL
 PS0030
 PS0030  NGVD 29 (??/??/92)  394.533  (m)         1294.40   (f) ADJ UNCH    2 0
 PS0030
 PS0030.Superseded values are not recommended for survey control.
 PS0030
 PS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0030.See file dsdata.pdf to determine how the superseded data were derived.
 PS0030
 PS0030_MARKER: DB = BENCH MARK DISK
 PS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0030_STAMPING: G 59 1934
 PS0030_MARK LOGO: CGS
 PS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0030+STABILITY: SURFACE MOTION
 PS0030
 PS0030  HISTORY     - Date     Condition        Report By
 PS0030  HISTORY     - 1934     MONUMENTED       CGS
 PS0030  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0030
 PS0030                          STATION DESCRIPTION
 PS0030
 PS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0030'1.4 MI E FROM REDFIELD.
 PS0030'ABOUT 1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0030'FROM THE COURTHOUSE AT REDFIELD, SPINK COUNTY, ABOUT 18 POLES
 PS0030'WEST OF MILEPOST 388, 40 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PS0030'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 59
 PS0030'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0030
 PS0030                          STATION RECOVERY (1995)
 PS0030
 PS0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0030'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0492 ***********************************************************************
 OQ0492  DESIGNATION -  G 6
 OQ0492  PID         -  OQ0492
 OQ0492  STATE/COUNTY-  SD/MCCOOK
 OQ0492  COUNTRY     -  US
 OQ0492  USGS QUAD   -  SPENCER (2017)
 OQ0492
 OQ0492                         *CURRENT SURVEY CONTROL
 OQ0492  ______________________________________________________________________
 OQ0492* NAD 83(1986) POSITION- 43 43 28.     (N) 097 35 40.     (W)   SCALED
 OQ0492* NAVD 88 ORTHO HEIGHT -   423.103 (meters)     1388.13  (feet) ADJUSTED
 OQ0492  ______________________________________________________________________
 OQ0492  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 OQ0492  DYNAMIC HEIGHT  -        423.003 (meters)     1387.80  (feet) COMP
 OQ0492  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OQ0492
 OQ0492  VERT ORDER      -  FIRST     CLASS II
 OQ0492
 OQ0492.The horizontal coordinates were scaled from a map and have
 OQ0492.an estimated accuracy of +/- 6 seconds.
 OQ0492
 OQ0492.The orthometric height was determined by differential leveling and
 OQ0492.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0492.in June 1991.
 OQ0492
 OQ0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0492.GEOID18 height accuracy estimate available here.
 OQ0492
 OQ0492.Click photographs - Photos may exist for this station.
 OQ0492
 OQ0492.The dynamic height is computed by dividing the NAVD 88
 OQ0492.geopotential number by the normal gravity value computed on the
 OQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0492.degrees latitude (g = 980.6199 gals.).
 OQ0492
 OQ0492.The modeled gravity was interpolated from observed gravity values.
 OQ0492
 OQ0492;                    North         East    Units  Estimated Accuracy
 OQ0492;SPC SD S     -   158,180.      820,630.      MT  (+/- 180 meters Scaled)
 OQ0492
 OQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP132422(NAD 83)
 OQ0492
 OQ0492                          SUPERSEDED SURVEY CONTROL
 OQ0492
 OQ0492  NGVD 29 (??/??/92)  422.821  (m)         1387.21   (f) ADJ UNCH    1 2
 OQ0492
 OQ0492.Superseded values are not recommended for survey control.
 OQ0492
 OQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0492.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0492
 OQ0492_MARKER: DB = BENCH MARK DISK
 OQ0492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OQ0492_SP_SET: STEP
 OQ0492_STAMPING: 1387.205 G 6 1924
 OQ0492_MARK LOGO: CGS
 OQ0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0492
 OQ0492  HISTORY     - Date     Condition        Report By
 OQ0492  HISTORY     - 1924     MONUMENTED       CGS
 OQ0492  HISTORY     - 1935     GOOD             CGS
 OQ0492  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0492
 OQ0492                          STATION DESCRIPTION
 OQ0492
 OQ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 OQ0492'AT SPENCER.
 OQ0492'AT SPENCER, MC COOK COUNTY, ABOUT 200 FEET NORTH OF THE CHICAGO,
 OQ0492'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, AT THE WEST
 OQ0492'ENTRANCE TO THE POST OFFICE, IN THE TOP OF THE BOTTOM CONCRETE
 OQ0492'STEP, 9 INCHES NORTH OF THE SOUTH END, AND 6 INCHES EAST OF THE
 OQ0492'WEST EDGE.  A STANDARD DISK, STAMPED 1387.205 G 6 1924.
 OQ0492'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS
 OQ0492'NOW SOO LINE RAILROAD.
 OQ0492
 OQ0492                          STATION RECOVERY (1935)
 OQ0492
 OQ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0492'RECOVERED IN GOOD CONDITION.
 OQ0492
 OQ0492                          STATION RECOVERY (2012)
 OQ0492
 OQ0492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0881 ***********************************************************************
 PU0881  DESIGNATION -  G 6 B 2
 PU0881  PID         -  PU0881
 PU0881  STATE/COUNTY-  SD/MEADE
 PU0881  COUNTRY     -  US
 PU0881  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0881
 PU0881                         *CURRENT SURVEY CONTROL
 PU0881  ______________________________________________________________________
 PU0881* NAD 83(1986) POSITION- 44 36 47.     (N) 102 48 15.     (W)   SCALED
 PU0881* NAVD 88 ORTHO HEIGHT -   862.300 (meters)     2829.06  (feet) ADJUSTED
 PU0881  ______________________________________________________________________
 PU0881  GEOID HEIGHT    -        -17.803 (meters)                     GEOID18
 PU0881  DYNAMIC HEIGHT  -        862.074 (meters)     2828.32  (feet) COMP
 PU0881  MODELED GRAVITY -    980,325.8   (mgal)                       NAVD 88
 PU0881
 PU0881  VERT ORDER      -  SECOND    CLASS 0
 PU0881
 PU0881.The horizontal coordinates were scaled from a map and have
 PU0881.an estimated accuracy of +/- 6 seconds.
 PU0881
 PU0881.The orthometric height was determined by differential leveling and
 PU0881.adjusted by the NATIONAL GEODETIC SURVEY
 PU0881.in June 1991.
 PU0881
 PU0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0881.GEOID18 height accuracy estimate available here.
 PU0881
 PU0881.Click photographs - Photos may exist for this station.
 PU0881
 PU0881.The dynamic height is computed by dividing the NAVD 88
 PU0881.geopotential number by the normal gravity value computed on the
 PU0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0881.degrees latitude (g = 980.6199 gals.).
 PU0881
 PU0881.The modeled gravity was interpolated from observed gravity values.
 PU0881
 PU0881;                    North         East    Units  Estimated Accuracy
 PU0881;SPC SD N     -    90,500.      377,470.      MT  (+/- 180 meters Scaled)
 PU0881
 PU0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK742423(NAD 83)
 PU0881
 PU0881                          SUPERSEDED SURVEY CONTROL
 PU0881
 PU0881  NGVD 29 (??/??/92)  861.83   (m)         2827.5    (f) COMPUTED    2 0
 PU0881
 PU0881.Superseded values are not recommended for survey control.
 PU0881
 PU0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0881.See file dsdata.pdf to determine how the superseded data were derived.
 PU0881
 PU0881_MARKER: Z = SEE DESCRIPTION
 PU0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0881_SP_SET: PIER
 PU0881_STAMPING: G6 B 2
 PU0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0881
 PU0881  HISTORY     - Date     Condition        Report By
 PU0881  HISTORY     - UNK      MONUMENTED       USAF
 PU0881  HISTORY     - 1962     GOOD             CGS
 PU0881
 PU0881                          STATION DESCRIPTION
 PU0881
 PU0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0881'10.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0881'ON THE WEST SIDE OF A LONG 8-FOOT HIGH MOUND OF DIRT, 117 YARDS
 PU0881'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 120 YARDS NORTH OF A
 PU0881'FENCE, CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH
 PU0881'CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0085 ***********************************************************************
 QR0085  DESIGNATION -  G 60
 QR0085  PID         -  QR0085
 QR0085  STATE/COUNTY-  SD/BROWN
 QR0085  COUNTRY     -  US
 QR0085  USGS QUAD   -  WARNER (2017)
 QR0085
 QR0085                         *CURRENT SURVEY CONTROL
 QR0085  ______________________________________________________________________
 QR0085* NAD 83(1986) POSITION- 45 21 00.13   (N) 098 29 42.81   (W)   HD_HELD1
 QR0085* NAVD 88 ORTHO HEIGHT -   395.295 (meters)     1296.90  (feet) ADJUSTED
 QR0085  ______________________________________________________________________
 QR0085  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 QR0085  DYNAMIC HEIGHT  -        395.267 (meters)     1296.81  (feet) COMP
 QR0085  MODELED GRAVITY -    980,533.1   (mgal)                       NAVD 88
 QR0085
 QR0085  VERT ORDER      -  SECOND    CLASS 0
 QR0085
 QR0085.The horizontal coordinates were determined by differentially corrected
 QR0085.hand held GPS observations or other comparable positioning techniques
 QR0085.and have an estimated accuracy of +/- 3 meters.
 QR0085
 QR0085.The orthometric height was determined by differential leveling and
 QR0085.adjusted by the NATIONAL GEODETIC SURVEY
 QR0085.in June 1991.
 QR0085
 QR0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0085.GEOID18 height accuracy estimate available here.
 QR0085
 QR0085.Click photographs - Photos may exist for this station.
 QR0085
 QR0085.The dynamic height is computed by dividing the NAVD 88
 QR0085.geopotential number by the normal gravity value computed on the
 QR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0085.degrees latitude (g = 980.6199 gals.).
 QR0085
 QR0085.The modeled gravity was interpolated from observed gravity values.
 QR0085
 QR0085;                    North         East    Units  Estimated Accuracy
 QR0085;SPC SD N     -   169,637.6     717,909.7     MT  (+/- 3 meters HH1 GPS) 
 QR0085
 QR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3954121960(NAD 83)
 QR0085
 QR0085                          SUPERSEDED SURVEY CONTROL
 QR0085
 QR0085  NGVD 29 (??/??/92)  395.004  (m)         1295.94   (f) ADJ UNCH    2 0
 QR0085
 QR0085.Superseded values are not recommended for survey control.
 QR0085
 QR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0085.See file dsdata.pdf to determine how the superseded data were derived.
 QR0085
 QR0085_MARKER: DB = BENCH MARK DISK
 QR0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0085_SP_SET: CULVERT HEADWALL
 QR0085_STAMPING: G 60 1934
 QR0085_MARK LOGO: CGS
 QR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0085+STABILITY: SURFACE MOTION
 QR0085
 QR0085  HISTORY     - Date     Condition        Report By
 QR0085  HISTORY     - 1934     MONUMENTED       CGS
 QR0085
 QR0085                          STATION DESCRIPTION
 QR0085
 QR0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0085'1.7 MI N FROM WARNER.
 QR0085'1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0085'PACIFIC RAILWAY STATION AT WARNER, BROWN COUNTY, ABOUT 18
 QR0085'POLES SOUTH OF MILEPOST 121, 75 FEET WEST OF THE CENTER LINE
 QR0085'OF THE TRACK, AT A 2-FOOT CONCRETE PIPE CULVERT, IN THE EAST
 QR0085'CONCRETE HEAD WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 QR0085'A STANDARD DISK, STAMPED G 60 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0018 ***********************************************************************
 QR0018  DESIGNATION -  G 61
 QR0018  PID         -  QR0018
 QR0018  STATE/COUNTY-  SD/BROWN
 QR0018  COUNTRY     -  US
 QR0018  USGS QUAD   -  HOUGHTON (2017)
 QR0018
 QR0018                         *CURRENT SURVEY CONTROL
 QR0018  ______________________________________________________________________
 QR0018* NAD 83(1986) POSITION- 45 50 06.     (N) 098 10 40.     (W)   SCALED
 QR0018* NAVD 88 ORTHO HEIGHT -   395.685 (meters)     1298.18  (feet) ADJUSTED
 QR0018  ______________________________________________________________________
 QR0018  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 QR0018  DYNAMIC HEIGHT  -        395.668 (meters)     1298.12  (feet) COMP
 QR0018  MODELED GRAVITY -    980,560.4   (mgal)                       NAVD 88
 QR0018
 QR0018  VERT ORDER      -  FIRST     CLASS II
 QR0018
 QR0018.The horizontal coordinates were scaled from a map and have
 QR0018.an estimated accuracy of +/- 6 seconds.
 QR0018
 QR0018.The orthometric height was determined by differential leveling and
 QR0018.adjusted by the NATIONAL GEODETIC SURVEY
 QR0018.in June 1991.
 QR0018
 QR0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0018.GEOID18 height accuracy estimate available here.
 QR0018
 QR0018.Click photographs - Photos may exist for this station.
 QR0018
 QR0018.The dynamic height is computed by dividing the NAVD 88
 QR0018.geopotential number by the normal gravity value computed on the
 QR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0018.degrees latitude (g = 980.6199 gals.).
 QR0018
 QR0018.The modeled gravity was interpolated from observed gravity values.
 QR0018
 QR0018;                    North         East    Units  Estimated Accuracy
 QR0018;SPC SD N     -   224,040.      741,570.      MT  (+/- 180 meters Scaled)
 QR0018
 QR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR638760(NAD 83)
 QR0018
 QR0018                          SUPERSEDED SURVEY CONTROL
 QR0018
 QR0018  NGVD 29 (??/??/92)  395.372  (m)         1297.15   (f) ADJ UNCH    1 2
 QR0018
 QR0018.Superseded values are not recommended for survey control.
 QR0018
 QR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0018.See file dsdata.pdf to determine how the superseded data were derived.
 QR0018
 QR0018_MARKER: DB = BENCH MARK DISK
 QR0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0018_STAMPING: G 61 1934
 QR0018_MARK LOGO: CGS
 QR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0018+STABILITY: SURFACE MOTION
 QR0018
 QR0018  HISTORY     - Date     Condition        Report By
 QR0018  HISTORY     - 1934     MONUMENTED       CGS
 QR0018
 QR0018                          STATION DESCRIPTION
 QR0018
 QR0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0018'3.5 MI SW FROM HECLA.
 QR0018'3.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0018'FROM THE STATION AT HECLA, BROWN COUNTY, ABOUT 15 POLES SOUTH OF
 QR0018'MILEPOST 114, AT A ROAD CROSSING, ABOUT 90 FEET SOUTH OF THE
 QR0018'CENTER LINE OF THE ROAD, 42 FEET EAST OF THE CENTER LINE OF THE
 QR0018'TRACK, 8 FEET SOUTH OF A POLE, AND ABOUT 2 FEET LOWER THAN THE
 QR0018'TRACK.  A STANDARD DISK, STAMPED G 61 1934 AND SET IN THE TOP OF
 QR0018'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0318 ***********************************************************************
 QQ0318  DESIGNATION -  G 62
 QQ0318  PID         -  QQ0318
 QQ0318  STATE/COUNTY-  SD/MARSHALL
 QQ0318  COUNTRY     -  US
 QQ0318  USGS QUAD   -  KIDDER SE (2017)
 QQ0318
 QQ0318                         *CURRENT SURVEY CONTROL
 QQ0318  ______________________________________________________________________
 QQ0318* NAD 83(1986) POSITION- 45 45 37.46   (N) 097 31 31.70   (W)   HD_HELD1
 QQ0318* NAVD 88 ORTHO HEIGHT -   554.500 (meters)     1819.22  (feet) ADJUSTED
 QQ0318  ______________________________________________________________________
 QQ0318  GEOID HEIGHT    -        -25.177 (meters)                     GEOID18
 QQ0318  DYNAMIC HEIGHT  -        554.466 (meters)     1819.11  (feet) COMP
 QQ0318  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 QQ0318
 QQ0318  VERT ORDER      -  SECOND    CLASS 0
 QQ0318
 QQ0318.The horizontal coordinates were determined by differentially corrected
 QQ0318.hand held GPS observations or other comparable positioning techniques
 QQ0318.and have an estimated accuracy of +/- 3 meters.
 QQ0318
 QQ0318.The orthometric height was determined by differential leveling and
 QQ0318.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0318.in June 1991.
 QQ0318
 QQ0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0318.GEOID18 height accuracy estimate available here.
 QQ0318
 QQ0318.Click photographs - Photos may exist for this station.
 QQ0318
 QQ0318.The dynamic height is computed by dividing the NAVD 88
 QQ0318.geopotential number by the normal gravity value computed on the
 QQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0318.degrees latitude (g = 980.6199 gals.).
 QQ0318
 QQ0318.The modeled gravity was interpolated from observed gravity values.
 QQ0318
 QQ0318;                    North         East    Units  Estimated Accuracy
 QQ0318;SPC SD N     -   217,092.4     792,483.8     MT  (+/- 3 meters HH1 GPS) 
 QQ0318
 QQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1466768484(NAD 83)
 QQ0318
 QQ0318                          SUPERSEDED SURVEY CONTROL
 QQ0318
 QQ0318  NGVD 29 (??/??/92)  554.215  (m)         1818.29   (f) ADJ UNCH    2 0
 QQ0318
 QQ0318.Superseded values are not recommended for survey control.
 QQ0318
 QQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0318.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0318
 QQ0318_MARKER: DB = BENCH MARK DISK
 QQ0318_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0318_SP_SET: BOX CULVERT WINGWALL
 QQ0318_STAMPING: G 62 1934
 QQ0318_MARK LOGO: CGS
 QQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0318+STABILITY: SURFACE MOTION
 QQ0318
 QQ0318  HISTORY     - Date     Condition        Report By
 QQ0318  HISTORY     - 1934     MONUMENTED       CGS
 QQ0318
 QQ0318                          STATION DESCRIPTION
 QQ0318
 QQ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0318'7.3 MI W FROM LAKE CITY.
 QQ0318'7.3 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QQ0318'AT LAKE CITY, MARSHALL COUNTY, ON A NORTH-AND-SOUTH ROAD, ABOUT
 QQ0318'300 FEET SOUTH OF A CROSS ROAD, AT A 4-FOOT CONCRETE BOX CULVERT,
 QQ0318'AND IN THE TOP OF THE NORTHWEST CONCRETE WING WALL.  A STANDARD
 QQ0318'DISK, STAMPED G 62 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0233 ***********************************************************************
 QQ0233  DESIGNATION -  G 63
 QQ0233  PID         -  QQ0233
 QQ0233  STATE/COUNTY-  SD/ROBERTS
 QQ0233  COUNTRY     -  US
 QQ0233  USGS QUAD   -  ENEMY SWIM LAKE EAST (2017)
 QQ0233
 QQ0233                         *CURRENT SURVEY CONTROL
 QQ0233  ______________________________________________________________________
 QQ0233* NAD 83(1986) POSITION- 45 26 34.     (N) 097 08 41.     (W)   SCALED
 QQ0233* NAVD 88 ORTHO HEIGHT -   602.626 (meters)     1977.12  (feet) ADJUSTED
 QQ0233  ______________________________________________________________________
 QQ0233  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 QQ0233  DYNAMIC HEIGHT  -        602.563 (meters)     1976.91  (feet) COMP
 QQ0233  MODELED GRAVITY -    980,491.5   (mgal)                       NAVD 88
 QQ0233
 QQ0233  VERT ORDER      -  SECOND    CLASS 0
 QQ0233
 QQ0233.The horizontal coordinates were scaled from a map and have
 QQ0233.an estimated accuracy of +/- 6 seconds.
 QQ0233
 QQ0233.The orthometric height was determined by differential leveling and
 QQ0233.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0233.in June 1991.
 QQ0233
 QQ0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0233.GEOID18 height accuracy estimate available here.
 QQ0233
 QQ0233.Click photographs - Photos may exist for this station.
 QQ0233
 QQ0233.The dynamic height is computed by dividing the NAVD 88
 QQ0233.geopotential number by the normal gravity value computed on the
 QQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0233.degrees latitude (g = 980.6199 gals.).
 QQ0233
 QQ0233.The modeled gravity was interpolated from observed gravity values.
 QQ0233
 QQ0233;                    North         East    Units  Estimated Accuracy
 QQ0233;SPC SD N     -   182,790.      823,330.      MT  (+/- 180 meters Scaled)
 QQ0233
 QQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR450338(NAD 83)
 QQ0233
 QQ0233                          SUPERSEDED SURVEY CONTROL
 QQ0233
 QQ0233  NGVD 29 (??/??/92)  602.349  (m)         1976.21   (f) ADJ UNCH    2 0
 QQ0233
 QQ0233.Superseded values are not recommended for survey control.
 QQ0233
 QQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0233.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0233
 QQ0233_MARKER: DB = BENCH MARK DISK
 QQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0233_STAMPING: G 63 1934
 QQ0233_MARK LOGO: CGS
 QQ0233_PROJECTION: FLUSH
 QQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0233+STABILITY: SURFACE MOTION
 QQ0233
 QQ0233  HISTORY     - Date     Condition        Report By
 QQ0233  HISTORY     - 1934     MONUMENTED       CGS
 QQ0233  HISTORY     - 1970     GOOD             USGS
 QQ0233  HISTORY     - 1971     GOOD
 QQ0233
 QQ0233                          STATION DESCRIPTION
 QQ0233
 QQ0233'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QQ0233'9.9 MI NE FROM ORTLEY.
 QQ0233'ORTLEY 7.4 MILES NORTH 2.5 MILES EAST OF T 123 N, R 53 W, NEAR
 QQ0233'CORNER OF SECTIONS 10-11-14-15, 37 FEET NORTH OF AN EASTWEST
 QQ0233'GRAVELED ROAD 15 FEET WEST OF A NORTH-SOUTH ROAD, 2 FEET N W
 QQ0233'OF A WITNESS POST, IN A CONCRETE POST FLUSH WITH THE GROUND A
 QQ0233'STANDARD DISK STAMPED G 63 1934.
 QQ0233
 QQ0233                          STATION RECOVERY (1971)
 QQ0233
 QQ0233'RECOVERED 1971
 QQ0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0449 ***********************************************************************
 QS0449  DESIGNATION -  G 65
 QS0449  PID         -  QS0449
 QS0449  STATE/COUNTY-  SD/CORSON
 QS0449  COUNTRY     -  US
 QS0449  USGS QUAD   -  WALKER (2017)
 QS0449
 QS0449                         *CURRENT SURVEY CONTROL
 QS0449  ______________________________________________________________________
 QS0449* NAD 83(1986) POSITION- 45 54 40.     (N) 101 05 33.     (W)   SCALED
 QS0449* NAVD 88 ORTHO HEIGHT -   661.505 (meters)     2170.29  (feet) ADJUSTED
 QS0449  ______________________________________________________________________
 QS0449  GEOID HEIGHT    -        -20.881 (meters)                     GEOID18
 QS0449  DYNAMIC HEIGHT  -        661.438 (meters)     2170.07  (feet) COMP
 QS0449  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 QS0449
 QS0449  VERT ORDER      -  SECOND    CLASS 0
 QS0449
 QS0449.The horizontal coordinates were scaled from a map and have
 QS0449.an estimated accuracy of +/- 6 seconds.
 QS0449
 QS0449.The orthometric height was determined by differential leveling and
 QS0449.adjusted by the NATIONAL GEODETIC SURVEY
 QS0449.in June 1991.
 QS0449
 QS0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0449.GEOID18 height accuracy estimate available here.
 QS0449
 QS0449.Click photographs - Photos may exist for this station.
 QS0449
 QS0449.The dynamic height is computed by dividing the NAVD 88
 QS0449.geopotential number by the normal gravity value computed on the
 QS0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0449.degrees latitude (g = 980.6199 gals.).
 QS0449
 QS0449.The modeled gravity was interpolated from observed gravity values.
 QS0449
 QS0449;                    North         East    Units  Estimated Accuracy
 QS0449;SPC SD N     -   231,470.      515,230.      MT  (+/- 180 meters Scaled)
 QS0449
 QS0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR377863(NAD 83)
 QS0449
 QS0449                          SUPERSEDED SURVEY CONTROL
 QS0449
 QS0449  NGVD 29 (??/??/92)  661.031  (m)         2168.73   (f) ADJ UNCH    2 0
 QS0449
 QS0449.Superseded values are not recommended for survey control.
 QS0449
 QS0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0449.See file dsdata.pdf to determine how the superseded data were derived.
 QS0449
 QS0449_MARKER: DB = BENCH MARK DISK
 QS0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0449_STAMPING: G 65 1934
 QS0449_MARK LOGO: CGS
 QS0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0449+STABILITY: SURFACE MOTION
 QS0449
 QS0449  HISTORY     - Date     Condition        Report By
 QS0449  HISTORY     - 1934     MONUMENTED       CGS
 QS0449  HISTORY     - 1940     GOOD             CGS
 QS0449
 QS0449                          STATION DESCRIPTION
 QS0449
 QS0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0449'AT WALKER.
 QS0449'AT WALKER, CORSON COUNTY, ABOUT 90 FEET WEST OF THE CHICAGO,
 QS0449'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 23 FEET NORTH
 QS0449'OF THE CENTER LINE OF THE TRACK, 1 FOOT NORTH OF A WHITE REFERENCE
 QS0449'POST STENCILED U.S.B.M., AND ABOUT LEVEL WITH THE TRACK.  A
 QS0449'STANDARD DISK, STAMPED G 65 1934 AND SET IN THE TOP OF A CONCRETE
 QS0449'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0405 ***********************************************************************
 QS0405  DESIGNATION -  G 66
 QS0405  PID         -  QS0405
 QS0405  STATE/COUNTY-  SD/CORSON
 QS0405  COUNTRY     -  US
 QS0405  USGS QUAD   -  WAKPALA (2017)
 QS0405
 QS0405                         *CURRENT SURVEY CONTROL
 QS0405  ______________________________________________________________________
 QS0405* NAD 83(1986) POSITION- 45 37 32.     (N) 100 30 08.     (W)   SCALED
 QS0405* NAVD 88 ORTHO HEIGHT -   486.262 (meters)     1595.34  (feet) ADJUSTED
 QS0405  ______________________________________________________________________
 QS0405  GEOID HEIGHT    -        -21.676 (meters)                     GEOID18
 QS0405  DYNAMIC HEIGHT  -        486.224 (meters)     1595.22  (feet) COMP
 QS0405  MODELED GRAVITY -    980,523.2   (mgal)                       NAVD 88
 QS0405
 QS0405  VERT ORDER      -  FIRST     CLASS II
 QS0405
 QS0405.The horizontal coordinates were scaled from a map and have
 QS0405.an estimated accuracy of +/- 6 seconds.
 QS0405
 QS0405.The orthometric height was determined by differential leveling and
 QS0405.adjusted by the NATIONAL GEODETIC SURVEY
 QS0405.in June 1991.
 QS0405
 QS0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0405.GEOID18 height accuracy estimate available here.
 QS0405
 QS0405.Click photographs - Photos may exist for this station.
 QS0405
 QS0405.The dynamic height is computed by dividing the NAVD 88
 QS0405.geopotential number by the normal gravity value computed on the
 QS0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0405.degrees latitude (g = 980.6199 gals.).
 QS0405
 QS0405.The modeled gravity was interpolated from observed gravity values.
 QS0405
 QS0405;                    North         East    Units  Estimated Accuracy
 QS0405;SPC SD N     -   199,280.      560,840.      MT  (+/- 180 meters Scaled)
 QS0405
 QS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR828535(NAD 83)
 QS0405
 QS0405                          SUPERSEDED SURVEY CONTROL
 QS0405
 QS0405  NGVD 29 (??/??/92)  485.886  (m)         1594.11   (f) ADJ UNCH    1 2
 QS0405
 QS0405.Superseded values are not recommended for survey control.
 QS0405
 QS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0405.See file dsdata.pdf to determine how the superseded data were derived.
 QS0405
 QS0405_MARKER: DB = BENCH MARK DISK
 QS0405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0405_SP_SET: CULVERT HEADWALL
 QS0405_STAMPING: G 66 1934
 QS0405_MARK LOGO: CGS
 QS0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0405+STABILITY: SURFACE MOTION
 QS0405
 QS0405  HISTORY     - Date     Condition        Report By
 QS0405  HISTORY     - 1934     MONUMENTED       CGS
 QS0405  HISTORY     - 1949     GOOD             CGS
 QS0405  HISTORY     - 1966     POOR             USGS
 QS0405
 QS0405                          STATION DESCRIPTION
 QS0405
 QS0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0405'2.9 MI SE FROM WAKPALA.
 QS0405'2.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0405'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, 2 POLES EAST OF
 QS0405'MILEPOST 814, SET IN THE CENTER OF THE TOP OF THE NORTHEAST
 QS0405'CONCRETE HEADWALL OF CULVERT 16, AND 3 FEET LOWER THAT THE TRACK.
 QS0405'SECTION 12 T 19 N, R 29 E, IN NW 1/4 OF NW 1/4 NOTE-- BENCH MARK
 QS0405'IS UNDER WATER.
 QS0405
 QS0405                          STATION RECOVERY (1966)
 QS0405
 QS0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QS0405'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0075 ***********************************************************************
 QS0075  DESIGNATION -  G 67
 QS0075  PID         -  QS0075
 QS0075  STATE/COUNTY-  SD/CAMPBELL
 QS0075  COUNTRY     -  US
 QS0075  USGS QUAD   -  MOUND CITY (2017)
 QS0075
 QS0075                         *CURRENT SURVEY CONTROL
 QS0075  ______________________________________________________________________
 QS0075* NAD 83(1986) POSITION- 45 39 49.     (N) 100 02 52.     (W)   SCALED
 QS0075* NAVD 88 ORTHO HEIGHT -   524.638 (meters)     1721.25  (feet) ADJUSTED
 QS0075  ______________________________________________________________________
 QS0075  GEOID HEIGHT    -        -22.332 (meters)                     GEOID18
 QS0075  DYNAMIC HEIGHT  -        524.594 (meters)     1721.11  (feet) COMP
 QS0075  MODELED GRAVITY -    980,515.3   (mgal)                       NAVD 88
 QS0075
 QS0075  VERT ORDER      -  SECOND    CLASS 0
 QS0075
 QS0075.The horizontal coordinates were scaled from a map and have
 QS0075.an estimated accuracy of +/- 6 seconds.
 QS0075
 QS0075.The orthometric height was determined by differential leveling and
 QS0075.adjusted by the NATIONAL GEODETIC SURVEY
 QS0075.in June 1991.
 QS0075
 QS0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0075.GEOID18 height accuracy estimate available here.
 QS0075
 QS0075.Click photographs - Photos may exist for this station.
 QS0075
 QS0075.The dynamic height is computed by dividing the NAVD 88
 QS0075.geopotential number by the normal gravity value computed on the
 QS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0075.degrees latitude (g = 980.6199 gals.).
 QS0075
 QS0075.The modeled gravity was interpolated from observed gravity values.
 QS0075
 QS0075;                    North         East    Units  Estimated Accuracy
 QS0075;SPC SD N     -   203,390.      596,280.      MT  (+/- 180 meters Scaled)
 QS0075
 QS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR183572(NAD 83)
 QS0075
 QS0075                          SUPERSEDED SURVEY CONTROL
 QS0075
 QS0075  NGVD 29 (??/??/92)  524.261  (m)         1720.01   (f) ADJ UNCH    2 0
 QS0075
 QS0075.Superseded values are not recommended for survey control.
 QS0075
 QS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0075.See file dsdata.pdf to determine how the superseded data were derived.
 QS0075
 QS0075_MARKER: DB = BENCH MARK DISK
 QS0075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0075_SP_SET: CULVERT HEADWALL
 QS0075_STAMPING: G 67 1934
 QS0075_MARK LOGO: CGS
 QS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0075+STABILITY: SURFACE MOTION
 QS0075
 QS0075  HISTORY     - Date     Condition        Report By
 QS0075  HISTORY     - 1934     MONUMENTED       CGS
 QS0075  HISTORY     - 1953     GOOD             CGS
 QS0075
 QS0075                          STATION DESCRIPTION
 QS0075
 QS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0075'5.3 MI S FROM MOUND CITY.
 QS0075'ABOUT 5.3 MILES SOUTH ALONG OLD U.S. HIGHWAY 83 FROM THE COURTHOUSE
 QS0075'AT MOUND CITY, CAMPBELL COUNTY, AT A 2- BY 6-FOOT CONCRETE BOX
 QS0075'CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEAD WALL, 12.5
 QS0075'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTH OF A
 QS0075'WHITE POST, AND ABOUT 3.2 FEET HIGHER THAN THE HIGHWAY.  A
 QS0075'STANDARD DISK, STAMPED G 67 1934.
 QS0075
 QS0075                          STATION RECOVERY (1953)
 QS0075
 QS0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0312 ***********************************************************************
 QR0312  DESIGNATION -  G 68
 QR0312  PID         -  QR0312
 QR0312  STATE/COUNTY-  SD/POTTER
 QR0312  COUNTRY     -  US
 QR0312  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0312
 QR0312                         *CURRENT SURVEY CONTROL
 QR0312  ______________________________________________________________________
 QR0312* NAD 83(1986) POSITION- 45 11 15.     (N) 099 56 21.     (W)   SCALED
 QR0312* NAVD 88 ORTHO HEIGHT -   594.649 (meters)     1950.94  (feet) ADJUSTED
 QR0312  ______________________________________________________________________
 QR0312  GEOID HEIGHT    -        -22.383 (meters)                     GEOID18
 QR0312  DYNAMIC HEIGHT  -        594.566 (meters)     1950.67  (feet) COMP
 QR0312  MODELED GRAVITY -    980,458.3   (mgal)                       NAVD 88
 QR0312
 QR0312  VERT ORDER      -  SECOND    CLASS 0
 QR0312
 QR0312.The horizontal coordinates were scaled from a map and have
 QR0312.an estimated accuracy of +/- 6 seconds.
 QR0312
 QR0312.The orthometric height was determined by differential leveling and
 QR0312.adjusted by the NATIONAL GEODETIC SURVEY
 QR0312.in June 1991.
 QR0312
 QR0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0312.GEOID18 height accuracy estimate available here.
 QR0312
 QR0312.Click photographs - Photos may exist for this station.
 QR0312
 QR0312.The dynamic height is computed by dividing the NAVD 88
 QR0312.geopotential number by the normal gravity value computed on the
 QR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0312.degrees latitude (g = 980.6199 gals.).
 QR0312
 QR0312.The modeled gravity was interpolated from observed gravity values.
 QR0312
 QR0312;                    North         East    Units  Estimated Accuracy
 QR0312;SPC SD N     -   150,480.      604,780.      MT  (+/- 180 meters Scaled)
 QR0312
 QR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR262042(NAD 83)
 QR0312
 QR0312                          SUPERSEDED SURVEY CONTROL
 QR0312
 QR0312  NGVD 29 (??/??/92)  594.29   (m)         1949.8    (f) COMPUTED    2 0
 QR0312
 QR0312.Superseded values are not recommended for survey control.
 QR0312
 QR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0312.See file dsdata.pdf to determine how the superseded data were derived.
 QR0312
 QR0312_MARKER: DB = BENCH MARK DISK
 QR0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0312_STAMPING: G 68 1934
 QR0312_MARK LOGO: CGS
 QR0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0312+STABILITY: SURFACE MOTION
 QR0312
 QR0312  HISTORY     - Date     Condition        Report By
 QR0312  HISTORY     - 1934     MONUMENTED       CGS
 QR0312
 QR0312                          STATION DESCRIPTION
 QR0312
 QR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0312'12.4 MI N FROM GETTYSBURG.
 QR0312'12.4 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 48
 QR0312'FEET SOUTH OF POINT OF INTERSECTION OF T ROAD, THENCE 45 FEET
 QR0312'WEST OF CENTERLINE OF HIWAY.  2 FEET BELOW LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0232 ***********************************************************************
 QS0232  DESIGNATION -  G 69
 QS0232  PID         -  QS0232
 QS0232  STATE/COUNTY-  SD/DEWEY
 QS0232  COUNTRY     -  US
 QS0232  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0232
 QS0232                         *CURRENT SURVEY CONTROL
 QS0232  ______________________________________________________________________
 QS0232* NAD 83(1986) POSITION- 45 03 03.93   (N) 100 20 47.21   (W)   HD_HELD1
 QS0232* NAVD 88 ORTHO HEIGHT -   546.956 (meters)     1794.47  (feet) ADJUSTED
 QS0232  ______________________________________________________________________
 QS0232  GEOID HEIGHT    -        -22.411 (meters)                     GEOID18
 QS0232  DYNAMIC HEIGHT  -        546.877 (meters)     1794.21  (feet) COMP
 QS0232  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 QS0232
 QS0232  VERT ORDER      -  SECOND    CLASS 0
 QS0232
 QS0232.The horizontal coordinates were determined by differentially corrected
 QS0232.hand held GPS observations or other comparable positioning techniques
 QS0232.and have an estimated accuracy of +/- 3 meters.
 QS0232
 QS0232.The orthometric height was determined by differential leveling and
 QS0232.adjusted by the NATIONAL GEODETIC SURVEY
 QS0232.in June 1991.
 QS0232
 QS0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0232.GEOID18 height accuracy estimate available here.
 QS0232
 QS0232.Click photographs - Photos may exist for this station.
 QS0232
 QS0232.The dynamic height is computed by dividing the NAVD 88
 QS0232.geopotential number by the normal gravity value computed on the
 QS0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0232.degrees latitude (g = 980.6199 gals.).
 QS0232
 QS0232.The modeled gravity was interpolated from observed gravity values.
 QS0232
 QS0232;                    North         East    Units  Estimated Accuracy
 QS0232;SPC SD N     -   135,378.6     572,709.8     MT  (+/- 3 meters HH1 GPS) 
 QS0232
 QS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9397389507(NAD 83)
 QS0232
 QS0232                          SUPERSEDED SURVEY CONTROL
 QS0232
 QS0232  NGVD 29 (??/??/92)  546.574  (m)         1793.22   (f) ADJ UNCH    2 0
 QS0232
 QS0232.Superseded values are not recommended for survey control.
 QS0232
 QS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0232.See file dsdata.pdf to determine how the superseded data were derived.
 QS0232
 QS0232_MARKER: DB = BENCH MARK DISK
 QS0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0232_STAMPING: G 69 1934
 QS0232_MARK LOGO: CGS
 QS0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0232+STABILITY: SURFACE MOTION
 QS0232
 QS0232  HISTORY     - Date     Condition        Report By
 QS0232  HISTORY     - 1934     MONUMENTED       CGS
 QS0232  HISTORY     - 1945     GOOD             CGS
 QS0232
 QS0232                          STATION DESCRIPTION
 QS0232
 QS0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0232'3.3 MI NW FROM CHEYENNE AGENCY.
 QS0232'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE CHEYENNE RIVER
 QS0232'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0232'AT THE FOOT OF A LONG SLOPE, 51 FEET WEST OF THE CENTER LINE
 QS0232'OF THE HIGHWAY, 40 FEET WEST OF POLE 9/1 18, AND ABOUT 2 FEET
 QS0232'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 69 1934 AND
 QS0232'SET IN THE TOP OF A CONCRETE POST.
 QS0232
 QS0232                          STATION RECOVERY (1945)
 QS0232
 QS0232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0354 ***********************************************************************
 OR0354  DESIGNATION -  G 7
 OR0354  PID         -  OR0354
 OR0354  STATE/COUNTY-  SD/AURORA
 OR0354  COUNTRY     -  US
 OR0354  USGS QUAD   -  WHITE LAKE (2017)
 OR0354
 OR0354                         *CURRENT SURVEY CONTROL
 OR0354  ______________________________________________________________________
 OR0354* NAD 83(1986) POSITION- 43 43 37.     (N) 098 41 39.     (W)   SCALED
 OR0354* NAVD 88 ORTHO HEIGHT -   499.772 (meters)     1639.67  (feet) ADJUSTED
 OR0354  ______________________________________________________________________
 OR0354  GEOID HEIGHT    -        -25.787 (meters)                     GEOID18
 OR0354  DYNAMIC HEIGHT  -        499.645 (meters)     1639.25  (feet) COMP
 OR0354  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 OR0354
 OR0354  VERT ORDER      -  FIRST     CLASS II
 OR0354
 OR0354.The horizontal coordinates were scaled from a map and have
 OR0354.an estimated accuracy of +/- 6 seconds.
 OR0354
 OR0354.The orthometric height was determined by differential leveling and
 OR0354.adjusted by the NATIONAL GEODETIC SURVEY
 OR0354.in June 1991.
 OR0354
 OR0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0354.GEOID18 height accuracy estimate available here.
 OR0354
 OR0354.Click photographs - Photos may exist for this station.
 OR0354
 OR0354.The dynamic height is computed by dividing the NAVD 88
 OR0354.geopotential number by the normal gravity value computed on the
 OR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0354.degrees latitude (g = 980.6199 gals.).
 OR0354
 OR0354.The modeled gravity was interpolated from observed gravity values.
 OR0354
 OR0354;                    North         East    Units  Estimated Accuracy
 OR0354;SPC SD S     -   156,120.      732,050.      MT  (+/- 180 meters Scaled)
 OR0354
 OR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP246415(NAD 83)
 OR0354
 OR0354                          SUPERSEDED SURVEY CONTROL
 OR0354
 OR0354  NGVD 29 (??/??/92)  499.432  (m)         1638.55   (f) ADJ UNCH    1 2
 OR0354
 OR0354.Superseded values are not recommended for survey control.
 OR0354
 OR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0354.See file dsdata.pdf to determine how the superseded data were derived.
 OR0354
 OR0354_MARKER: DB = BENCH MARK DISK
 OR0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0354_STAMPING: G 7 1925
 OR0354_MARK LOGO: CGS
 OR0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0354+STABILITY: SURFACE MOTION
 OR0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0354+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2012
 OR0354
 OR0354  HISTORY     - Date     Condition        Report By
 OR0354  HISTORY     - 1925     MONUMENTED       CGS
 OR0354  HISTORY     - 1935     GOOD             CGS
 OR0354  HISTORY     - 1975     MARK NOT FOUND   USGS
 OR0354  HISTORY     - 19850627 GOOD             NGS
 OR0354  HISTORY     - 20120126 GOOD             INDIV
 OR0354
 OR0354                          STATION DESCRIPTION
 OR0354
 OR0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0354'1.4 MI E FROM WHITE LAKE.
 OR0354'ABOUT 1.4 (1) MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0354'AND PACIFIC RAILROAD FROM WHITE LAKE, AURORA COUNTY, AT A
 OR0354'SECTION-LINE ROAD CROSSING, 90 FEET NORTH OF THE CENTER LINE
 OR0354'OF THE TRACK, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 11
 OR0354'FEET SOUTHWEST OF A FENCE CORNER AT THE SOUTHEAST CORNER OF A
 OR0354'FIELD, AND 8 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 OR0354'G 7 1925 AND SET IN THE TOP OF A CONCRETE POST.
 OR0354
 OR0354                          STATION RECOVERY (1935)
 OR0354
 OR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0354'RECOVERED IN GOOD CONDITION.
 OR0354
 OR0354                          STATION RECOVERY (1975)
 OR0354
 OR0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0354'THE AREA DESCRIBED IS PLOWED FOR A FIREBREAK EACH SUMMER. PROBED AND
 OR0354'DUG IN THE AREA ABOUT 30 MIN.
 OR0354
 OR0354                          STATION RECOVERY (1985)
 OR0354
 OR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OR0354'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED G 7 1925, SET INTO
 OR0354'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 OR0354'RECESSED 4 INCHES (10 CM) ABOVE THE GROUND.  THE DISK IS A BENCH MARK
 OR0354'DISK.  LOCATED 27.4 METERS (89.9 FT) N FROM THE CENTER OF RAILROAD
 OR0354'TRACK.  12.8 METERS (42.0 FT) W FROM THE CENTER OF A GRAVELED ROAD.
 OR0354'3.4 METERS (11.2 FT) SSW FROM A FENCE CORNER.  0.3 METERS (1.0 FT) E
 OR0354'FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE GRAVELED ROAD
 OR0354'LEADING NORTH MENTIONED ABOVE, GO NORTH FOR 0.5 KM (0.30 MI) TO
 OR0354'RAILROAD CROSSING AND THE MARK.
 OR0354
 OR0354                          STATION RECOVERY (2012)
 OR0354
 OR0354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0870 ***********************************************************************
 PU0870  DESIGNATION -  G 7 B 1
 PU0870  PID         -  PU0870
 PU0870  STATE/COUNTY-  SD/MEADE
 PU0870  COUNTRY     -  US
 PU0870  USGS QUAD   -  FAIRPOINT (2017)
 PU0870
 PU0870                         *CURRENT SURVEY CONTROL
 PU0870  ______________________________________________________________________
 PU0870* NAD 83(1986) POSITION- 44 41 52.     (N) 102 47 44.     (W)   SCALED
 PU0870* NAVD 88 ORTHO HEIGHT -   906.224 (meters)     2973.17  (feet) ADJUSTED
 PU0870  ______________________________________________________________________
 PU0870  GEOID HEIGHT    -        -17.735 (meters)                     GEOID18
 PU0870  DYNAMIC HEIGHT  -        905.994 (meters)     2972.42  (feet) COMP
 PU0870  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 PU0870
 PU0870  VERT ORDER      -  SECOND    CLASS 0
 PU0870
 PU0870.The horizontal coordinates were scaled from a map and have
 PU0870.an estimated accuracy of +/- 6 seconds.
 PU0870
 PU0870.The orthometric height was determined by differential leveling and
 PU0870.adjusted by the NATIONAL GEODETIC SURVEY
 PU0870.in June 1991.
 PU0870
 PU0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0870.GEOID18 height accuracy estimate available here.
 PU0870
 PU0870.Click photographs - Photos may exist for this station.
 PU0870
 PU0870.The dynamic height is computed by dividing the NAVD 88
 PU0870.geopotential number by the normal gravity value computed on the
 PU0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0870.degrees latitude (g = 980.6199 gals.).
 PU0870
 PU0870.The modeled gravity was interpolated from observed gravity values.
 PU0870
 PU0870;                    North         East    Units  Estimated Accuracy
 PU0870;SPC SD N     -    99,880.      378,480.      MT  (+/- 180 meters Scaled)
 PU0870
 PU0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK746517(NAD 83)
 PU0870
 PU0870                          SUPERSEDED SURVEY CONTROL
 PU0870
 PU0870  NGVD 29 (??/??/92)  905.75   (m)         2971.6    (f) COMPUTED    2 0
 PU0870
 PU0870.Superseded values are not recommended for survey control.
 PU0870
 PU0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0870.See file dsdata.pdf to determine how the superseded data were derived.
 PU0870
 PU0870_MARKER: Z = SEE DESCRIPTION
 PU0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0870_SP_SET: PIER
 PU0870_STAMPING: G 7 B 1
 PU0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0870
 PU0870  HISTORY     - Date     Condition        Report By
 PU0870  HISTORY     - UNK      MONUMENTED       USAF
 PU0870  HISTORY     - 1962     GOOD             CGS
 PU0870
 PU0870                          STATION DESCRIPTION
 PU0870
 PU0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0870'3.55 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0870'ON THE TOP OF A SMALL HILL, IN A PASTURE, 130 YARDS EAST OF THE
 PU0870'CENTER LINE OF THE ROAD, CENTER OF TRIBRACH MOUNTED ON THE TOP
 PU0870'OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE
 PU0870'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0259 ***********************************************************************
 QS0259  DESIGNATION -  G 71
 QS0259  PID         -  QS0259
 QS0259  STATE/COUNTY-  SD/DEWEY
 QS0259  COUNTRY     -  US
 QS0259  USGS QUAD   -  TRAIL CITY (2017)
 QS0259
 QS0259                         *CURRENT SURVEY CONTROL
 QS0259  ______________________________________________________________________
 QS0259* NAD 83(1986) POSITION- 45 28 03.     (N) 100 42 38.     (W)   SCALED
 QS0259* NAVD 88 ORTHO HEIGHT -   655.335 (meters)     2150.04  (feet) ADJUSTED
 QS0259  ______________________________________________________________________
 QS0259  GEOID HEIGHT    -        -21.467 (meters)                     GEOID18
 QS0259  DYNAMIC HEIGHT  -        655.260 (meters)     2149.80  (feet) COMP
 QS0259  MODELED GRAVITY -    980,479.4   (mgal)                       NAVD 88
 QS0259
 QS0259  VERT ORDER      -  FIRST     CLASS II
 QS0259
 QS0259.The horizontal coordinates were scaled from a map and have
 QS0259.an estimated accuracy of +/- 6 seconds.
 QS0259
 QS0259.The orthometric height was determined by differential leveling and
 QS0259.adjusted by the NATIONAL GEODETIC SURVEY
 QS0259.in April 2000.
 QS0259
 QS0259.No vertical observational check was made to the station.
 QS0259
 QS0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0259.GEOID18 height accuracy estimate available here.
 QS0259
 QS0259.Click photographs - Photos may exist for this station.
 QS0259
 QS0259.The dynamic height is computed by dividing the NAVD 88
 QS0259.geopotential number by the normal gravity value computed on the
 QS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0259.degrees latitude (g = 980.6199 gals.).
 QS0259
 QS0259.The modeled gravity was interpolated from observed gravity values.
 QS0259
 QS0259;                    North         East    Units  Estimated Accuracy
 QS0259;SPC SD N     -   181,840.      544,440.      MT  (+/- 180 meters Scaled)
 QS0259
 QS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR662363(NAD 83)
 QS0259
 QS0259                          SUPERSEDED SURVEY CONTROL
 QS0259
 QS0259  NAVD 88 (06/15/91)  655.344  (m)         2150.07   (f) SUPERSEDED  2 0
 QS0259  NGVD 29 (??/??/92)  654.937  (m)         2148.74   (f) ADJ UNCH    2 0
 QS0259
 QS0259.Superseded values are not recommended for survey control.
 QS0259
 QS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0259.See file dsdata.pdf to determine how the superseded data were derived.
 QS0259
 QS0259_MARKER: DB = BENCH MARK DISK
 QS0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0259_STAMPING: G 71 1934
 QS0259_MARK LOGO: CGS
 QS0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0259+STABILITY: SURFACE MOTION
 QS0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0259+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0259
 QS0259  HISTORY     - Date     Condition        Report By
 QS0259  HISTORY     - 1934     MONUMENTED       CGS
 QS0259  HISTORY     - 1940     GOOD             LOCENG
 QS0259  HISTORY     - 19990623 GOOD             NGS
 QS0259
 QS0259                          STATION DESCRIPTION
 QS0259
 QS0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0259'1.2 MI E FROM TRAIL CITY.
 QS0259'ABOUT 1.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0259'PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TRAIL CITY, DEWEY
 QS0259'COUNTY, ABOUT 7 POLES WEST OF MILEPOST 1, AT A ROAD CROSSING,
 QS0259'ABOUT 105 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET
 QS0259'NORTH OF THE CENTER LINE OF THE TRACK, 7 FEET EAST OF A POLE,
 QS0259'1 FOOT NORTH OF A WHITE REFERENCE POST STENCILED U.S.B.M., AND
 QS0259'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 71 1934
 QS0259'AND SET IN THE TOP OF A CONCRETE POST.
 QS0259
 QS0259                          STATION RECOVERY (1940)
 QS0259
 QS0259'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0259'RECOVERED IN GOOD CONDITION.
 QS0259
 QS0259                          STATION RECOVERY (1999)
 QS0259
 QS0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0259'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0259'IN TRAIL CITY, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A GRAVELED
 QS0259'ROAD, 29.5 M (96.8 FT) EAST OF THE ROAD CENTER, 19.1 M (62.7 FT) EAST
 QS0259'OF A FENCE, 10.2 M (33.5 FT) NORTHEAST OF A WITNESS POST AND FENCE,
 QS0259'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 QS0259'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QS0259'PROPERTY OWNED BY BILL BICKEL, PO BOX 136, TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0386 ***********************************************************************
 PT0386  DESIGNATION -  G 72
 PT0386  PID         -  PT0386
 PT0386  STATE/COUNTY-  SD/ZIEBACH
 PT0386  COUNTRY     -  US
 PT0386  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0386
 PT0386                         *CURRENT SURVEY CONTROL
 PT0386  ______________________________________________________________________
 PT0386* NAD 83(1986) POSITION- 44 49 44.     (N) 101 16 42.     (W)   SCALED
 PT0386* NAVD 88 ORTHO HEIGHT -   574.989 (meters)     1886.44  (feet) ADJUSTED
 PT0386  ______________________________________________________________________
 PT0386  GEOID HEIGHT    -        -21.509 (meters)                     GEOID18
 PT0386  DYNAMIC HEIGHT  -        574.877 (meters)     1886.08  (feet) COMP
 PT0386  MODELED GRAVITY -    980,405.7   (mgal)                       NAVD 88
 PT0386
 PT0386  VERT ORDER      -  FIRST     CLASS II
 PT0386
 PT0386.The horizontal coordinates were scaled from a map and have
 PT0386.an estimated accuracy of +/- 6 seconds.
 PT0386
 PT0386.The orthometric height was determined by differential leveling and
 PT0386.adjusted by the NATIONAL GEODETIC SURVEY
 PT0386.in June 1991.
 PT0386
 PT0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0386.GEOID18 height accuracy estimate available here.
 PT0386
 PT0386.Click photographs - Photos may exist for this station.
 PT0386
 PT0386.The dynamic height is computed by dividing the NAVD 88
 PT0386.geopotential number by the normal gravity value computed on the
 PT0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0386.degrees latitude (g = 980.6199 gals.).
 PT0386
 PT0386.The modeled gravity was interpolated from observed gravity values.
 PT0386
 PT0386;                    North         East    Units  Estimated Accuracy
 PT0386;SPC SD N     -   111,430.      498,920.      MT  (+/- 180 meters Scaled)
 PT0386
 PT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ198664(NAD 83)
 PT0386
 PT0386                          SUPERSEDED SURVEY CONTROL
 PT0386
 PT0386  NGVD 29 (??/??/92)  574.540  (m)         1884.97   (f) ADJ UNCH    1 2
 PT0386
 PT0386.Superseded values are not recommended for survey control.
 PT0386
 PT0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0386.See file dsdata.pdf to determine how the superseded data were derived.
 PT0386
 PT0386_MARKER: DB = BENCH MARK DISK
 PT0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0386_SP_SET: RETAINING WALL
 PT0386_STAMPING: G 72 1934
 PT0386_MARK LOGO: CGS
 PT0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0386+STABILITY: SURFACE MOTION
 PT0386
 PT0386  HISTORY     - Date     Condition        Report By
 PT0386  HISTORY     - 1934     MONUMENTED       CGS
 PT0386  HISTORY     - 1985     GOOD             NGS
 PT0386
 PT0386                          STATION DESCRIPTION
 PT0386
 PT0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0386'2.1 MI W FROM EAGLE BUTTE.
 PT0386'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0386'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0386'11.5 MILES SOUTH ALONG STATE HIGHWAY 63, AT A LARGE CONCRETE
 PT0386'BRIDGE OVER A WASH IN THE TOP OF THE WEST CONCRETE HEADWALL,
 PT0386'1.5 FEET FROM THE NORTH END OF THE BRIDGE, 2.5 FEET HIGHER
 PT0386'THAN THE HIGHWAY.
 PT0386
 PT0386                          STATION RECOVERY (1985)
 PT0386
 PT0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0386'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0386'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0386'EAGLE BUTTE, THENCE, 20.32 KM (12.63 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0386'IN TOP OF THE NORTH END OF THE NORTHWEST CONCRETE RETAINING WALL FOR A
 PT0386'SMALL BRIDGE OVER RUDY CREEK, 0.30 KM (0.19 MI) NORTH OF MILEPOST 155,
 PT0386'4.0 METERS (13 FT) WEST OF THE HIGHWAY CENTERLINE AND 0.5 METER
 PT0386'(1.5 FT) SOUTH OF THE NORTH END OF THE WALL.
 PT0386'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0255 ***********************************************************************
 PT0255  DESIGNATION -  G 74
 PT0255  PID         -  PT0255
 PT0255  STATE/COUNTY-  SD/STANLEY
 PT0255  COUNTRY     -  US
 PT0255  USGS QUAD   -  PIERRE SW (2017)
 PT0255
 PT0255                         *CURRENT SURVEY CONTROL
 PT0255  ______________________________________________________________________
 PT0255* NAD 83(1986) POSITION- 44 21 46.     (N) 100 23 48.     (W)   SCALED
 PT0255* NAVD 88 ORTHO HEIGHT -   514.573 (meters)     1688.23  (feet) ADJUSTED
 PT0255  ______________________________________________________________________
 PT0255  GEOID HEIGHT    -        -23.446 (meters)                     GEOID18
 PT0255  DYNAMIC HEIGHT  -        514.467 (meters)     1687.88  (feet) COMP
 PT0255  MODELED GRAVITY -    980,397.0   (mgal)                       NAVD 88
 PT0255
 PT0255  VERT ORDER      -  FIRST     CLASS II
 PT0255
 PT0255.The horizontal coordinates were scaled from a map and have
 PT0255.an estimated accuracy of +/- 6 seconds.
 PT0255
 PT0255.The orthometric height was determined by differential leveling and
 PT0255.adjusted by the NATIONAL GEODETIC SURVEY
 PT0255.in June 1991.
 PT0255
 PT0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0255.GEOID18 height accuracy estimate available here.
 PT0255
 PT0255.Click photographs - Photos may exist for this station.
 PT0255
 PT0255.The dynamic height is computed by dividing the NAVD 88
 PT0255.geopotential number by the normal gravity value computed on the
 PT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0255.degrees latitude (g = 980.6199 gals.).
 PT0255
 PT0255.The modeled gravity was interpolated from observed gravity values.
 PT0255
 PT0255;                    North         East    Units  Estimated Accuracy
 PT0255;SPC SD S     -   225,470.      594,950.      MT  (+/- 180 meters Scaled)
 PT0255
 PT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ887131(NAD 83)
 PT0255
 PT0255                          SUPERSEDED SURVEY CONTROL
 PT0255
 PT0255  NGVD 29 (??/??/92)  514.190  (m)         1686.97   (f) ADJ UNCH    1 2
 PT0255
 PT0255.Superseded values are not recommended for survey control.
 PT0255
 PT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0255.See file dsdata.pdf to determine how the superseded data were derived.
 PT0255
 PT0255_MARKER: DB = BENCH MARK DISK
 PT0255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0255_SP_SET: CULVERT HEADWALL
 PT0255_STAMPING: G 74 1934
 PT0255_MARK LOGO: CGS
 PT0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0255+STABILITY: SURFACE MOTION
 PT0255
 PT0255  HISTORY     - Date     Condition        Report By
 PT0255  HISTORY     - 1934     MONUMENTED       CGS
 PT0255  HISTORY     - 1949     GOOD             CGS
 PT0255  HISTORY     - 1951     GOOD             CGS
 PT0255
 PT0255                          STATION DESCRIPTION
 PT0255
 PT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0255'1.5 MI NW FROM FORT PIERRE.
 PT0255'1.5 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0255'AT FORT PIERRE, ON THE NORTH SLOPE OF A HILL, 16 FEET SOUTHWEST
 PT0255'OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF A GUARD RAIL
 PT0255'POST, SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL
 PT0255'OF A 24 INCH CORRUGATED IRON PIPE CULVERT.
 PT0255
 PT0255                          STATION RECOVERY (1951)
 PT0255
 PT0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0403 ***********************************************************************
 PT0403  DESIGNATION -  G 75
 PT0403  PID         -  PT0403
 PT0403  STATE/COUNTY-  SD/HAAKON
 PT0403  COUNTRY     -  US
 PT0403  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0403
 PT0403                         *CURRENT SURVEY CONTROL
 PT0403  ______________________________________________________________________
 PT0403* NAD 83(1986) POSITION- 44 41 11.98   (N) 101 13 46.69   (W)   HD_HELD1
 PT0403* NAVD 88 ORTHO HEIGHT -   573.617 (meters)     1881.94  (feet) ADJUSTED
 PT0403  ______________________________________________________________________
 PT0403  GEOID HEIGHT    -        -21.828 (meters)                     GEOID18
 PT0403  DYNAMIC HEIGHT  -        573.506 (meters)     1881.58  (feet) COMP
 PT0403  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 PT0403
 PT0403  VERT ORDER      -  FIRST     CLASS II
 PT0403
 PT0403.The horizontal coordinates were determined by differentially corrected
 PT0403.hand held GPS observations or other comparable positioning techniques
 PT0403.and have an estimated accuracy of +/- 3 meters.
 PT0403
 PT0403.The orthometric height was determined by differential leveling and
 PT0403.adjusted by the NATIONAL GEODETIC SURVEY
 PT0403.in June 1991.
 PT0403
 PT0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0403.GEOID18 height accuracy estimate available here.
 PT0403
 PT0403.Click photographs - Photos may exist for this station.
 PT0403
 PT0403.The dynamic height is computed by dividing the NAVD 88
 PT0403.geopotential number by the normal gravity value computed on the
 PT0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0403.degrees latitude (g = 980.6199 gals.).
 PT0403
 PT0403.The modeled gravity was interpolated from observed gravity values.
 PT0403
 PT0403;                    North         East    Units  Estimated Accuracy
 PT0403;SPC SD S     -   261,838.9     528,940.9     MT  (+/- 3 meters HH1 GPS) 
 PT0403
 PT0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2331450561(NAD 83)
 PT0403
 PT0403                          SUPERSEDED SURVEY CONTROL
 PT0403
 PT0403  NGVD 29 (??/??/92)  573.212  (m)         1880.61   (f) ADJ UNCH    1 2
 PT0403
 PT0403.Superseded values are not recommended for survey control.
 PT0403
 PT0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0403.See file dsdata.pdf to determine how the superseded data were derived.
 PT0403
 PT0403_MARKER: DB = BENCH MARK DISK
 PT0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0403_STAMPING: G 75 1934
 PT0403_MARK LOGO: CGS
 PT0403_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0403+STABILITY: SURFACE MOTION
 PT0403
 PT0403  HISTORY     - Date     Condition        Report By
 PT0403  HISTORY     - 1934     MONUMENTED       CGS
 PT0403  HISTORY     - 1985     GOOD             NGS
 PT0403
 PT0403                          STATION DESCRIPTION
 PT0403
 PT0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0403'18.8 MI NE FROM CHERRY CREEK.
 PT0403'18.8 MILES NORTHEAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE
 PT0403'AT CHERRY CREEK, HAAKON COUNTY, AT THE CREST OF THE FIRST HILL
 PT0403'0.8 MILE SOUTHWEST OF THE BRIDGE ON STATE HIGHWAY 63 OVER CHEYENNE
 PT0403'RIVER, 30 FEET NORTH OF THE CENTERLINE OF A GATEWAY, 60 FEET
 PT0403'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A FENCE AND
 PT0403'SET IN THE TOP OF A CONCRETE POST.
 PT0403
 PT0403                          STATION RECOVERY (1985)
 PT0403
 PT0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0403'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0403'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0403'EAGLE BUTTE, THENCE 36.85 KM (22.90 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0403'THENCE 1.10 KM (0.99 MI) SOUTHWEST ALONG A GRAVEL ROAD, IN TOP OF A
 PT0403'FLAT TOPPED RIDGE, 18.3 METERS (60 FT) SOUTHEAST OF THE CENTER OF THE
 PT0403'ROAD AND 21.6 METERS (71 FT) WEST-SOUTHWEST OF A GUYED POWER POLE AT
 PT0403'THE EAST EDGE OF THE RIDGE.
 PT0403'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PT0403'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0456 ***********************************************************************
 PT0456  DESIGNATION -  G 76
 PT0456  PID         -  PT0456
 PT0456  STATE/COUNTY-  SD/JONES
 PT0456  COUNTRY     -  US
 PT0456  USGS QUAD   -  MIDLAND SE (2017)
 PT0456
 PT0456                         *CURRENT SURVEY CONTROL
 PT0456  ______________________________________________________________________
 PT0456* NAD 83(1986) POSITION- 44 06 12.     (N) 101 01 56.     (W)   SCALED
 PT0456* NAVD 88 ORTHO HEIGHT -   549.039 (meters)     1801.31  (feet) ADJUSTED
 PT0456  ______________________________________________________________________
 PT0456  GEOID HEIGHT    -        -23.121 (meters)                     GEOID18
 PT0456  DYNAMIC HEIGHT  -        548.887 (meters)     1800.81  (feet) COMP
 PT0456  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 PT0456
 PT0456  VERT ORDER      -  SECOND    CLASS 0
 PT0456
 PT0456.The horizontal coordinates were scaled from a map and have
 PT0456.an estimated accuracy of +/- 6 seconds.
 PT0456
 PT0456.The orthometric height was determined by differential leveling and
 PT0456.adjusted by the NATIONAL GEODETIC SURVEY
 PT0456.in June 1991.
 PT0456
 PT0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0456.GEOID18 height accuracy estimate available here.
 PT0456
 PT0456.Click photographs - Photos may exist for this station.
 PT0456
 PT0456.The dynamic height is computed by dividing the NAVD 88
 PT0456.geopotential number by the normal gravity value computed on the
 PT0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0456.degrees latitude (g = 980.6199 gals.).
 PT0456
 PT0456.The modeled gravity was interpolated from observed gravity values.
 PT0456
 PT0456;                    North         East    Units  Estimated Accuracy
 PT0456;SPC SD S     -   196,870.      544,050.      MT  (+/- 180 meters Scaled)
 PT0456
 PT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP373853(NAD 83)
 PT0456
 PT0456                          SUPERSEDED SURVEY CONTROL
 PT0456
 PT0456  NGVD 29 (??/??/92)  548.600  (m)         1799.87   (f) ADJ UNCH    2 0
 PT0456
 PT0456.Superseded values are not recommended for survey control.
 PT0456
 PT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0456.See file dsdata.pdf to determine how the superseded data were derived.
 PT0456
 PT0456_MARKER: DB = BENCH MARK DISK
 PT0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0456_STAMPING: G 76 1934
 PT0456_MARK LOGO: CGS
 PT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0456+STABILITY: SURFACE MOTION
 PT0456
 PT0456  HISTORY     - Date     Condition        Report By
 PT0456  HISTORY     - 1934     MONUMENTED       CGS
 PT0456
 PT0456                          STATION DESCRIPTION
 PT0456
 PT0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0456'3 MI W FROM CAPA.
 PT0456'ABOUT 3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0456'FROM THE STATION AT CAPA, JONES COUNTY, 20 POLES EAST OF MILEPOST
 PT0456'527, 2 POLES EAST OF BRIDGE NO. 1617, 45 FEET WEST OF A FENCE
 PT0456'CORNER, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK, 1 FOOT
 PT0456'SOUTH OF A FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 PT0456'STAMPED G 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0150 ***********************************************************************
 PS0150  DESIGNATION -  G 79
 PS0150  PID         -  PS0150
 PS0150  STATE/COUNTY-  SD/HAND
 PS0150  COUNTRY     -  US
 PS0150  USGS QUAD   -  MITTELSTEDT SLOUGH (2017)
 PS0150
 PS0150                         *CURRENT SURVEY CONTROL
 PS0150  ______________________________________________________________________
 PS0150* NAD 83(1986) POSITION- 44 13 19.38   (N) 098 59 01.08   (W)   HD_HELD1
 PS0150* NAVD 88 ORTHO HEIGHT -   586.421 (meters)     1923.95  (feet) ADJUSTED
 PS0150  ______________________________________________________________________
 PS0150  GEOID HEIGHT    -        -24.792 (meters)                     GEOID18
 PS0150  DYNAMIC HEIGHT  -        586.286 (meters)     1923.51  (feet) COMP
 PS0150  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 PS0150
 PS0150  VERT ORDER      -  SECOND    CLASS 0
 PS0150
 PS0150.The horizontal coordinates were determined by differentially corrected
 PS0150.hand held GPS observations or other comparable positioning techniques
 PS0150.and have an estimated accuracy of +/- 3 meters.
 PS0150
 PS0150.The orthometric height was determined by differential leveling and
 PS0150.adjusted by the NATIONAL GEODETIC SURVEY
 PS0150.in June 1991.
 PS0150
 PS0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0150.GEOID18 height accuracy estimate available here.
 PS0150
 PS0150.Click photographs - Photos may exist for this station.
 PS0150
 PS0150.The dynamic height is computed by dividing the NAVD 88
 PS0150.geopotential number by the normal gravity value computed on the
 PS0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0150.degrees latitude (g = 980.6199 gals.).
 PS0150
 PS0150.The modeled gravity was interpolated from observed gravity values.
 PS0150
 PS0150;                    North         East    Units  Estimated Accuracy
 PS0150;SPC SD N     -    43,705.5     681,215.6     MT  (+/- 3 meters HH1 GPS) 
 PS0150
 PS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0130796536(NAD 83)
 PS0150
 PS0150                          SUPERSEDED SURVEY CONTROL
 PS0150
 PS0150  NGVD 29 (??/??/92)  586.052  (m)         1922.74   (f) ADJ UNCH    2 0
 PS0150
 PS0150.Superseded values are not recommended for survey control.
 PS0150
 PS0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0150.See file dsdata.pdf to determine how the superseded data were derived.
 PS0150
 PS0150_MARKER: DB = BENCH MARK DISK
 PS0150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0150_SP_SET: BOX CULVERT HEADWALL
 PS0150_STAMPING: G 79 1934
 PS0150_MARK LOGO: CGS
 PS0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0150+STABILITY: SURFACE MOTION
 PS0150
 PS0150  HISTORY     - Date     Condition        Report By
 PS0150  HISTORY     - 1934     MONUMENTED       CGS
 PS0150  HISTORY     - 1952     GOOD             CGS
 PS0150  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0150
 PS0150                          STATION DESCRIPTION
 PS0150
 PS0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PS0150'13.2 MI N FROM GANN VALLEY.
 PS0150'IN HAND COUNTY, 13.2 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE
 PS0150'POST OFFICE AT GANN VALLEY, BUFFALO COUNTY, ABOUT 300 YARDS
 PS0150'SOUTH OF A PRIVATE CROSSING, ABOUT 350 FEET NORTH OF A T-FENCE,
 PS0150'AT A 3- BY 4-FOOT REINFORCED CONCRETE-BOX CULVERT, IN THE
 PS0150'CENTER OF THE TOP OF THEEAST CONCRETE HEADWALL, AND 3.5 FEET
 PS0150'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED G
 PS0150'79 1934.
 PS0150
 PS0150                          STATION RECOVERY (1973)
 PS0150
 PS0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0764 ***********************************************************************
 OR0764  DESIGNATION -  G 8
 OR0764  PID         -  OR0764
 OR0764  STATE/COUNTY-  SD/LYMAN
 OR0764  COUNTRY     -  US
 OR0764  USGS QUAD   -  LYMAN (2017)
 OR0764
 OR0764                         *CURRENT SURVEY CONTROL
 OR0764  ______________________________________________________________________
 OR0764* NAD 83(1986) POSITION- 43 52 51.     (N) 099 44 23.     (W)   SCALED
 OR0764* NAVD 88 ORTHO HEIGHT -   534.651 (meters)     1754.10  (feet) ADJUSTED
 OR0764  ______________________________________________________________________
 OR0764  GEOID HEIGHT    -        -25.393 (meters)                     GEOID18
 OR0764  DYNAMIC HEIGHT  -        534.496 (meters)     1753.59  (feet) COMP
 OR0764  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 OR0764
 OR0764  VERT ORDER      -  FIRST     CLASS II
 OR0764
 OR0764.The horizontal coordinates were scaled from a map and have
 OR0764.an estimated accuracy of +/- 6 seconds.
 OR0764
 OR0764.The orthometric height was determined by differential leveling and
 OR0764.adjusted by the NATIONAL GEODETIC SURVEY
 OR0764.in June 1991.
 OR0764
 OR0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0764.GEOID18 height accuracy estimate available here.
 OR0764
 OR0764.Click photographs - Photos may exist for this station.
 OR0764
 OR0764.The dynamic height is computed by dividing the NAVD 88
 OR0764.geopotential number by the normal gravity value computed on the
 OR0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0764.degrees latitude (g = 980.6199 gals.).
 OR0764
 OR0764.The modeled gravity was interpolated from observed gravity values.
 OR0764
 OR0764;                    North         East    Units  Estimated Accuracy
 OR0764;SPC SD S     -   172,090.      647,700.      MT  (+/- 180 meters Scaled)
 OR0764
 OR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP405589(NAD 83)
 OR0764
 OR0764                          SUPERSEDED SURVEY CONTROL
 OR0764
 OR0764  NGVD 29 (??/??/92)  534.274  (m)         1752.86   (f) ADJ UNCH    1 2
 OR0764
 OR0764.Superseded values are not recommended for survey control.
 OR0764
 OR0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0764.See file dsdata.pdf to determine how the superseded data were derived.
 OR0764
 OR0764_MARKER: DB = BENCH MARK DISK
 OR0764_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0764_SP_SET: PLATFORM
 OR0764_STAMPING: G 8 1925
 OR0764_MARK LOGO: CGS
 OR0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0764
 OR0764  HISTORY     - Date     Condition        Report By
 OR0764  HISTORY     - 1925     MONUMENTED       CGS
 OR0764  HISTORY     - 1944     GOOD             CGS
 OR0764
 OR0764                          STATION DESCRIPTION
 OR0764
 OR0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0764'AT LYMAN.
 OR0764'AT LYMAN, LYMAN COUNTY, ABOUT 170 YARDS SOUTH OF THE CHICAGO,
 OR0764'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ON THE WEST
 OR0764'SIDE OF MAIN STREET, AT THE SITE OF THE FORMER MC MANUS STORE,
 OR0764'IN THE TOP OF THE CONCRETE PLATFORM, 12 FEET WEST OF THE EAST
 OR0764'EDGE, AND 1.2 FEET SOUTH OF THE NORTH EDGE.  A STANDARD DISK,
 OR0764'STAMPED G 8 1925.  NOTE-- THE STORE BUILDING HAD BEEN TORN DOWN
 OR0764'BUT THE PLATFORM WAS LEFT IN PLACE.
 OR0764
 OR0764                          STATION RECOVERY (1944)
 OR0764
 OR0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 OR0764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0832 ***********************************************************************
 PU0832  DESIGNATION -  G 8 B 1
 PU0832  PID         -  PU0832
 PU0832  STATE/COUNTY-  SD/MEADE
 PU0832  COUNTRY     -  US
 PU0832  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0832
 PU0832                         *CURRENT SURVEY CONTROL
 PU0832  ______________________________________________________________________
 PU0832* NAD 83(1986) POSITION- 44 44 53.     (N) 102 56 40.     (W)   SCALED
 PU0832* NAVD 88 ORTHO HEIGHT -   864.515 (meters)     2836.33  (feet) ADJUSTED
 PU0832  ______________________________________________________________________
 PU0832  GEOID HEIGHT    -        -17.401 (meters)                     GEOID18
 PU0832  DYNAMIC HEIGHT  -        864.308 (meters)     2835.65  (feet) COMP
 PU0832  MODELED GRAVITY -    980,348.4   (mgal)                       NAVD 88
 PU0832
 PU0832  VERT ORDER      -  SECOND    CLASS 0
 PU0832
 PU0832.The horizontal coordinates were scaled from a map and have
 PU0832.an estimated accuracy of +/- 6 seconds.
 PU0832
 PU0832.The orthometric height was determined by differential leveling and
 PU0832.adjusted by the NATIONAL GEODETIC SURVEY
 PU0832.in June 1991.
 PU0832
 PU0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0832.GEOID18 height accuracy estimate available here.
 PU0832
 PU0832.Click photographs - Photos may exist for this station.
 PU0832
 PU0832.The dynamic height is computed by dividing the NAVD 88
 PU0832.geopotential number by the normal gravity value computed on the
 PU0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0832.degrees latitude (g = 980.6199 gals.).
 PU0832
 PU0832.The modeled gravity was interpolated from observed gravity values.
 PU0832
 PU0832;                    North         East    Units  Estimated Accuracy
 PU0832;SPC SD N     -   105,890.      366,890.      MT  (+/- 180 meters Scaled)
 PU0832
 PU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK627570(NAD 83)
 PU0832
 PU0832                          SUPERSEDED SURVEY CONTROL
 PU0832
 PU0832  NGVD 29 (??/??/92)  864.04   (m)         2834.8    (f) COMPUTED    2 0
 PU0832
 PU0832.Superseded values are not recommended for survey control.
 PU0832
 PU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0832.See file dsdata.pdf to determine how the superseded data were derived.
 PU0832
 PU0832_MARKER: Z = SEE DESCRIPTION
 PU0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0832_SP_SET: PIER
 PU0832_STAMPING: G 8 B 1
 PU0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0832
 PU0832  HISTORY     - Date     Condition        Report By
 PU0832  HISTORY     - UNK      MONUMENTED       USAF
 PU0832  HISTORY     - 1962     GOOD             CGS
 PU0832
 PU0832                          STATION DESCRIPTION
 PU0832
 PU0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0832'7.5 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0832'0.2 MILE WEST OF THE JUNCTION OF A DIRT ROAD SOUTH, 93 FEET
 PU0832'SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF A FENCE,
 PU0832'A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0832'PROJECTS 4.0 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0275 ***********************************************************************
 PS0275  DESIGNATION -  G 80
 PS0275  PID         -  PS0275
 PS0275  STATE/COUNTY-  SD/HAND
 PS0275  COUNTRY     -  US
 PS0275  USGS QUAD   -  ROCKHAM SW (2017)
 PS0275
 PS0275                         *CURRENT SURVEY CONTROL
 PS0275  ______________________________________________________________________
 PS0275* NAD 83(1986) POSITION- 44 47 52.     (N) 098 59 17.     (W)   SCALED
 PS0275* NAVD 88 ORTHO HEIGHT -   457.304 (meters)     1500.34  (feet) ADJUSTED
 PS0275  ______________________________________________________________________
 PS0275  GEOID HEIGHT    -        -24.163 (meters)                     GEOID18
 PS0275  DYNAMIC HEIGHT  -        457.236 (meters)     1500.12  (feet) COMP
 PS0275  MODELED GRAVITY -    980,454.4   (mgal)                       NAVD 88
 PS0275
 PS0275  VERT ORDER      -  SECOND    CLASS 0
 PS0275
 PS0275.The horizontal coordinates were scaled from a map and have
 PS0275.an estimated accuracy of +/- 6 seconds.
 PS0275
 PS0275.The orthometric height was determined by differential leveling and
 PS0275.adjusted by the NATIONAL GEODETIC SURVEY
 PS0275.in June 1991.
 PS0275
 PS0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0275.GEOID18 height accuracy estimate available here.
 PS0275
 PS0275.Click photographs - Photos may exist for this station.
 PS0275
 PS0275.The dynamic height is computed by dividing the NAVD 88
 PS0275.geopotential number by the normal gravity value computed on the
 PS0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0275.degrees latitude (g = 980.6199 gals.).
 PS0275
 PS0275.The modeled gravity was interpolated from observed gravity values.
 PS0275
 PS0275;                    North         East    Units  Estimated Accuracy
 PS0275;SPC SD N     -   107,670.      680,060.      MT  (+/- 180 meters Scaled)
 PS0275
 PS0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009604(NAD 83)
 PS0275
 PS0275                          SUPERSEDED SURVEY CONTROL
 PS0275
 PS0275  NGVD 29 (??/??/92)  456.979  (m)         1499.27   (f) ADJ UNCH    2 0
 PS0275
 PS0275.Superseded values are not recommended for survey control.
 PS0275
 PS0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0275.See file dsdata.pdf to determine how the superseded data were derived.
 PS0275
 PS0275_MARKER: DB = BENCH MARK DISK
 PS0275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0275_SP_SET: BOX CULVERT HEADWALL
 PS0275_STAMPING: G 80 1934
 PS0275_MARK LOGO: CGS
 PS0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0275+STABILITY: SURFACE MOTION
 PS0275
 PS0275  HISTORY     - Date     Condition        Report By
 PS0275  HISTORY     - 1934     MONUMENTED       CGS
 PS0275  HISTORY     - 19960710 MARK NOT FOUND   NGS
 PS0275
 PS0275                          STATION DESCRIPTION
 PS0275
 PS0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0275'19.3 MI N FROM MILLER.
 PS0275'19.3 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0275'AT MILLER, HAND COUNTY, ABOUT 2.2 MILES NORTH OF THE JUNCTION
 PS0275'OF STATE HIGHWAY 26, ABOUT 450 YARDS NORTH OF A SECTION CORNER,
 PS0275'AT 4- BY 5-FOOT REINFORCED-CONCRETE BOX CULVERT HE-2-1, IN THE
 PS0275'CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL, AND ABOUT
 PS0275'3-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0275'G 80 1934.
 PS0275
 PS0275                          STATION RECOVERY (1996)
 PS0275
 PS0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0275'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0205 ***********************************************************************
 PS0205  DESIGNATION -  G 81
 PS0205  PID         -  PS0205
 PS0205  STATE/COUNTY-  SD/JERAULD
 PS0205  COUNTRY     -  US
 PS0205  USGS QUAD   -  WESSINGTON SPRINGS (2017)
 PS0205
 PS0205                         *CURRENT SURVEY CONTROL
 PS0205  ______________________________________________________________________
 PS0205* NAD 83(1986) POSITION- 44 04 24.     (N) 098 34 22.     (W)   SCALED
 PS0205* NAVD 88 ORTHO HEIGHT -   539.590 (meters)     1770.30  (feet) ADJUSTED
 PS0205  ______________________________________________________________________
 PS0205  GEOID HEIGHT    -        -25.288 (meters)                     GEOID18
 PS0205  DYNAMIC HEIGHT  -        539.467 (meters)     1769.90  (feet) COMP
 PS0205  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 PS0205
 PS0205  VERT ORDER      -  SECOND    CLASS 0
 PS0205
 PS0205.The horizontal coordinates were scaled from a map and have
 PS0205.an estimated accuracy of +/- 6 seconds.
 PS0205
 PS0205.The orthometric height was determined by differential leveling and
 PS0205.adjusted by the NATIONAL GEODETIC SURVEY
 PS0205.in June 1991.
 PS0205
 PS0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0205.GEOID18 height accuracy estimate available here.
 PS0205
 PS0205.Click photographs - Photos may exist for this station.
 PS0205
 PS0205.The dynamic height is computed by dividing the NAVD 88
 PS0205.geopotential number by the normal gravity value computed on the
 PS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0205.degrees latitude (g = 980.6199 gals.).
 PS0205
 PS0205.The modeled gravity was interpolated from observed gravity values.
 PS0205
 PS0205;                    North         East    Units  Estimated Accuracy
 PS0205;SPC SD S     -   194,800.      741,010.      MT  (+/- 180 meters Scaled)
 PS0205
 PS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP342801(NAD 83)
 PS0205
 PS0205                          SUPERSEDED SURVEY CONTROL
 PS0205
 PS0205  NGVD 29 (??/??/92)  539.240  (m)         1769.16   (f) ADJ UNCH    2 0
 PS0205
 PS0205.Superseded values are not recommended for survey control.
 PS0205
 PS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0205.See file dsdata.pdf to determine how the superseded data were derived.
 PS0205
 PS0205_MARKER: DB = BENCH MARK DISK
 PS0205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0205_SP_SET: CULVERT HEADWALL
 PS0205_STAMPING: G 81 1934
 PS0205_MARK LOGO: CGS
 PS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0205+STABILITY: SURFACE MOTION
 PS0205
 PS0205  HISTORY     - Date     Condition        Report By
 PS0205  HISTORY     - 1934     MONUMENTED       CGS
 PS0205  HISTORY     - 1954     MARK NOT FOUND   CGS
 PS0205
 PS0205                          STATION DESCRIPTION
 PS0205
 PS0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PS0205'1.3 MI W FROM WESSINGTON SPRINGS.
 PS0205'1.3MILES WEST OF DEPOT AT WESSINGTON SPRINGS, ALONG STATE HIGHWAY
 PS0205'34 AT A 5 BY 7 FOOT RCB CULVERT AND CATTLE PASS AT WEST END
 PS0205'OF CURVE NEAR MIDDLE OF HILL SOUTH OF TOWN.  SET IN THE WEST
 PS0205'END OF THE SOUTH HEADWALL 4 INCHES ABOVE ROAD LEVEL.  A STANDARD
 PS0205'DISK, STAMPED G 81 1934.  NOTE-- THIS MARK WAS EVIDENTLY DESTROYED
 PS0205'WHEN SOME WORK WAS DONE ON THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0583 ***********************************************************************
 PR0583  DESIGNATION -  G 82
 PR0583  PID         -  PR0583
 PR0583  STATE/COUNTY-  SD/SANBORN
 PR0583  COUNTRY     -  US
 PR0583  USGS QUAD   -  ARTESIAN (2017)
 PR0583
 PR0583                         *CURRENT SURVEY CONTROL
 PR0583  ______________________________________________________________________
 PR0583* NAD 83(1986) POSITION- 44 00 34.54   (N) 097 55 17.52   (W)   HD_HELD1
 PR0583* NAVD 88 ORTHO HEIGHT -   401.647 (meters)     1317.74  (feet) ADJUSTED
 PR0583  ______________________________________________________________________
 PR0583  GEOID HEIGHT    -        -25.677 (meters)                     GEOID18
 PR0583  DYNAMIC HEIGHT  -        401.563 (meters)     1317.46  (feet) COMP
 PR0583  MODELED GRAVITY -    980,398.9   (mgal)                       NAVD 88
 PR0583
 PR0583  VERT ORDER      -  SECOND    CLASS 0
 PR0583
 PR0583.The horizontal coordinates were determined by differentially corrected
 PR0583.hand held GPS observations or other comparable positioning techniques
 PR0583.and have an estimated accuracy of +/- 3 meters.
 PR0583
 PR0583.The orthometric height was determined by differential leveling and
 PR0583.adjusted by the NATIONAL GEODETIC SURVEY
 PR0583.in June 1991.
 PR0583
 PR0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0583.GEOID18 height accuracy estimate available here.
 PR0583
 PR0583.Click photographs - Photos may exist for this station.
 PR0583
 PR0583.The dynamic height is computed by dividing the NAVD 88
 PR0583.geopotential number by the normal gravity value computed on the
 PR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0583.degrees latitude (g = 980.6199 gals.).
 PR0583
 PR0583.The modeled gravity was interpolated from observed gravity values.
 PR0583
 PR0583;                    North         East    Units  Estimated Accuracy
 PR0583;SPC SD S     -   189,028.7     793,369.4     MT  (+/- 3 meters HH1 GPS) 
 PR0583
 PR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8645173503(NAD 83)
 PR0583
 PR0583                          SUPERSEDED SURVEY CONTROL
 PR0583
 PR0583  NGVD 29 (??/??/92)  401.368  (m)         1316.82   (f) ADJ UNCH    2 0
 PR0583
 PR0583.Superseded values are not recommended for survey control.
 PR0583
 PR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0583.See file dsdata.pdf to determine how the superseded data were derived.
 PR0583
 PR0583_MARKER: DB = BENCH MARK DISK
 PR0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0583_STAMPING: G 82 1934
 PR0583_MARK LOGO: CGS
 PR0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0583+STABILITY: SURFACE MOTION
 PR0583
 PR0583  HISTORY     - Date     Condition        Report By
 PR0583  HISTORY     - 1934     MONUMENTED       CGS
 PR0583  HISTORY     - 1941     GOOD             CGS
 PR0583
 PR0583                          STATION DESCRIPTION
 PR0583
 PR0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0583'AT ARTESIAN.
 PR0583'AT ARTESIAN, SANBORN COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0583'AND PACIFIC RAILROAD, 35 FEET NORTH OF THE NORTHEAST CORNER
 PR0583'OF THE STATION, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTER
 PR0583'LINE OF THE ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0583'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 82 1934
 PR0583'AND SET IN THE TOP OF A CONCRETE POST.
 PR0583
 PR0583                          STATION RECOVERY (1941)
 PR0583
 PR0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PR0583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0539 ***********************************************************************
 PR0539  DESIGNATION -  G 83
 PR0539  PID         -  PR0539
 PR0539  STATE/COUNTY-  SD/KINGSBURY
 PR0539  COUNTRY     -  US
 PR0539  USGS QUAD   -  ARTESIAN NE (2017)
 PR0539
 PR0539                         *CURRENT SURVEY CONTROL
 PR0539  ______________________________________________________________________
 PR0539* NAD 83(1986) POSITION- 44 14 18.     (N) 097 45 09.     (W)   SCALED
 PR0539* NAVD 88 ORTHO HEIGHT -   436.850 (meters)     1433.23  (feet) ADJUSTED
 PR0539  ______________________________________________________________________
 PR0539  GEOID HEIGHT    -        -25.350 (meters)                     GEOID18
 PR0539  DYNAMIC HEIGHT  -        436.765 (meters)     1432.95  (feet) COMP
 PR0539  MODELED GRAVITY -    980,410.7   (mgal)                       NAVD 88
 PR0539
 PR0539  VERT ORDER      -  SECOND    CLASS 0
 PR0539
 PR0539.The horizontal coordinates were scaled from a map and have
 PR0539.an estimated accuracy of +/- 6 seconds.
 PR0539
 PR0539.The orthometric height was determined by differential leveling and
 PR0539.adjusted by the NATIONAL GEODETIC SURVEY
 PR0539.in June 1991.
 PR0539
 PR0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0539.GEOID18 height accuracy estimate available here.
 PR0539
 PR0539.Click photographs - Photos may exist for this station.
 PR0539
 PR0539.The dynamic height is computed by dividing the NAVD 88
 PR0539.geopotential number by the normal gravity value computed on the
 PR0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0539.degrees latitude (g = 980.6199 gals.).
 PR0539
 PR0539.The modeled gravity was interpolated from observed gravity values.
 PR0539
 PR0539;                    North         East    Units  Estimated Accuracy
 PR0539;SPC SD N     -    47,500.      779,520.      MT  (+/- 180 meters Scaled)
 PR0539
 PR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP996991(NAD 83)
 PR0539
 PR0539                          SUPERSEDED SURVEY CONTROL
 PR0539
 PR0539  NGVD 29 (??/??/92)  436.575  (m)         1432.33   (f) ADJ UNCH    2 0
 PR0539
 PR0539.Superseded values are not recommended for survey control.
 PR0539
 PR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0539.See file dsdata.pdf to determine how the superseded data were derived.
 PR0539
 PR0539_MARKER: DB = BENCH MARK DISK
 PR0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0539_STAMPING: G 83 1934
 PR0539_MARK LOGO: CGS
 PR0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0539+STABILITY: SURFACE MOTION
 PR0539
 PR0539  HISTORY     - Date     Condition        Report By
 PR0539  HISTORY     - 1934     MONUMENTED       CGS
 PR0539
 PR0539                          STATION DESCRIPTION
 PR0539
 PR0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0539'1.9 MI SE FROM ESMOND.
 PR0539'1.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0539'FROM THE CITY WATER TOWER AT ESMOND, KINGSBURY COUNTY, ABOUT
 PR0539'8 POLES SOUTH OF MILEPOST 116, AT A SECTION CORNER, ABOUT 300
 PR0539'FEET SOUTH OF THE CENTER OF A CROSSING, ABOUT 250 FEET SOUTH
 PR0539'OF 2-FOOT IRON PIPE CULVERT 2844, 48 FEET WEST OF THE CENTER
 PR0539'LINE OF THE TRACK, AND 8 FEET SOUTH AND 2 FEET EAST OF THE
 PR0539'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED G 83 1934
 PR0539'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0051 ***********************************************************************
 PS0051  DESIGNATION -  G 84
 PS0051  PID         -  PS0051
 PS0051  STATE/COUNTY-  SD/SPINK
 PS0051  COUNTRY     -  US
 PS0051  USGS QUAD   -  BLOOMFIELD (2017)
 PS0051
 PS0051                         *CURRENT SURVEY CONTROL
 PS0051  ______________________________________________________________________
 PS0051* NAD 83(1986) POSITION- 44 41 23.     (N) 098 05 56.     (W)   SCALED
 PS0051* NAVD 88 ORTHO HEIGHT -   410.834 (meters)     1347.88  (feet) ADJUSTED
 PS0051  ______________________________________________________________________
 PS0051  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 PS0051  DYNAMIC HEIGHT  -        410.782 (meters)     1347.71  (feet) COMP
 PS0051  MODELED GRAVITY -    980,477.8   (mgal)                       NAVD 88
 PS0051
 PS0051  VERT ORDER      -  SECOND    CLASS 0
 PS0051
 PS0051.The horizontal coordinates were scaled from a map and have
 PS0051.an estimated accuracy of +/- 6 seconds.
 PS0051
 PS0051.The orthometric height was determined by differential leveling and
 PS0051.adjusted by the NATIONAL GEODETIC SURVEY
 PS0051.in June 1991.
 PS0051
 PS0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0051.GEOID18 height accuracy estimate available here.
 PS0051
 PS0051.Click photographs - Photos may exist for this station.
 PS0051
 PS0051.The dynamic height is computed by dividing the NAVD 88
 PS0051.geopotential number by the normal gravity value computed on the
 PS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0051.degrees latitude (g = 980.6199 gals.).
 PS0051
 PS0051.The modeled gravity was interpolated from observed gravity values.
 PS0051
 PS0051;                    North         East    Units  Estimated Accuracy
 PS0051;SPC SD N     -    96,930.      750,680.      MT  (+/- 180 meters Scaled)
 PS0051
 PS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ714488(NAD 83)
 PS0051
 PS0051                          SUPERSEDED SURVEY CONTROL
 PS0051
 PS0051  NGVD 29 (??/??/92)  410.559  (m)         1346.98   (f) ADJ UNCH    2 0
 PS0051
 PS0051.Superseded values are not recommended for survey control.
 PS0051
 PS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0051.See file dsdata.pdf to determine how the superseded data were derived.
 PS0051
 PS0051_MARKER: DB = BENCH MARK DISK
 PS0051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0051_SP_SET: CULVERT HEADWALL
 PS0051_STAMPING: G 84 1934
 PS0051_MARK LOGO: CGS
 PS0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0051+STABILITY: SURFACE MOTION
 PS0051
 PS0051  HISTORY     - Date     Condition        Report By
 PS0051  HISTORY     - 1934     MONUMENTED       CGS
 PS0051
 PS0051                          STATION DESCRIPTION
 PS0051
 PS0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0051'14.6 MI S FROM DOLAND.
 PS0051'14.6 MILES SOUTH OF CITY WATER TANK.  ALONG THE HURON-DOLAND
 PS0051'ROAD (HIWAY 37) 45 FEET SOUTH OF POINT OF INTERSECTION OF CROSS
 PS0051'ROAD, THENCE 15 FEET WEST OF CENTERLINE OF HIWAY.  17 FEET
 PS0051'EAST OF RIGHT OF WAY FENCE, SET IN THE CENTER OF THE WEST
 PS0051'HEADWALL OF 14 INCH CONCRETE CULVERT.  A STANDARD DISK, STAMPED
 PS0051'G 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0052 ***********************************************************************
 PS0052  DESIGNATION -  G 84 RESET
 PS0052  PID         -  PS0052
 PS0052  STATE/COUNTY-  SD/SPINK
 PS0052  COUNTRY     -  US
 PS0052  USGS QUAD   -  BLOOMFIELD (2017)
 PS0052
 PS0052                         *CURRENT SURVEY CONTROL
 PS0052  ______________________________________________________________________
 PS0052* NAD 83(1986) POSITION- 44 41 23.     (N) 098 05 56.     (W)   SCALED
 PS0052* NAVD 88 ORTHO HEIGHT -   410.05  (meters)     1345.3   (feet) RESET
 PS0052  ______________________________________________________________________
 PS0052  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 PS0052  VERT ORDER      -  THIRD
 PS0052
 PS0052.The horizontal coordinates were scaled from a map and have
 PS0052.an estimated accuracy of +/- 6 seconds.
 PS0052
 PS0052.The orthometric height was computed from unverified reset data.
 PS0052
 PS0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0052.GEOID18 height accuracy estimate available here.
 PS0052
 PS0052.Click photographs - Photos may exist for this station.
 PS0052
 PS0052;                    North         East    Units  Estimated Accuracy
 PS0052;SPC SD N     -    96,930.      750,680.      MT  (+/- 180 meters Scaled)
 PS0052
 PS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ714488(NAD 83)
 PS0052
 PS0052                          SUPERSEDED SURVEY CONTROL
 PS0052
 PS0052.No superseded survey control is available for this station.
 PS0052
 PS0052_MARKER: DB = BENCH MARK DISK
 PS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0052_STAMPING: G 84 1934 RESET 1961
 PS0052_MARK LOGO: CGS
 PS0052_PROJECTION: FLUSH
 PS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0052+STABILITY: SURFACE MOTION
 PS0052
 PS0052  HISTORY     - Date     Condition        Report By
 PS0052  HISTORY     - 1961     MONUMENTED       CGS
 PS0052  HISTORY     - 1971     MARK NOT FOUND   USGS
 PS0052
 PS0052                          STATION DESCRIPTION
 PS0052
 PS0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0052'14.6 MI S FROM DOLAND.
 PS0052'THIS MARK IS LOCATED 14.6 MILES SOUTH ALONG A GRAVELED ROAD
 PS0052'FROM THE CITY WATER TANK AT DOLAND, IN THE SOUTHWEST ANGLE OF
 PS0052'CROSSROADS, 76 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD
 PS0052'AND 47 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 PS0052'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PS0052'NOTE-- MEASUREMENT PUTS THIS MARK IN A FIELD, MAY HAVE BEEN
 PS0052'COVERED OR PLOWED OUT.
 PS0052
 PS0052                          STATION RECOVERY (1971)
 PS0052
 PS0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PS0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0217 ***********************************************************************
 QQ0217  DESIGNATION -  G 85
 QQ0217  PID         -  QQ0217
 QQ0217  STATE/COUNTY-  SD/CODINGTON
 QQ0217  COUNTRY     -  US
 QQ0217  USGS QUAD   -  WALLACE (2017)
 QQ0217
 QQ0217                         *CURRENT SURVEY CONTROL
 QQ0217  ______________________________________________________________________
 QQ0217* NAD 83(1986) POSITION- 45 05 05.     (N) 097 22 38.     (W)   SCALED
 QQ0217* NAVD 88 ORTHO HEIGHT -   535.095 (meters)     1755.56  (feet) ADJUSTED
 QQ0217  ______________________________________________________________________
 QQ0217  GEOID HEIGHT    -        -25.084 (meters)                     GEOID18
 QQ0217  DYNAMIC HEIGHT  -        535.020 (meters)     1755.31  (feet) COMP
 QQ0217  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 QQ0217
 QQ0217  VERT ORDER      -  SECOND    CLASS 0
 QQ0217
 QQ0217.The horizontal coordinates were scaled from a map and have
 QQ0217.an estimated accuracy of +/- 6 seconds.
 QQ0217
 QQ0217.The orthometric height was determined by differential leveling and
 QQ0217.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0217.in June 1991.
 QQ0217
 QQ0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0217.GEOID18 height accuracy estimate available here.
 QQ0217
 QQ0217.Click photographs - Photos may exist for this station.
 QQ0217
 QQ0217.The dynamic height is computed by dividing the NAVD 88
 QQ0217.geopotential number by the normal gravity value computed on the
 QQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0217.degrees latitude (g = 980.6199 gals.).
 QQ0217
 QQ0217.The modeled gravity was interpolated from observed gravity values.
 QQ0217
 QQ0217;                    North         East    Units  Estimated Accuracy
 QQ0217;SPC SD N     -   142,400.      806,440.      MT  (+/- 180 meters Scaled)
 QQ0217
 QQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ277936(NAD 83)
 QQ0217
 QQ0217                          SUPERSEDED SURVEY CONTROL
 QQ0217
 QQ0217  NGVD 29 (??/??/92)  534.784  (m)         1754.54   (f) ADJ UNCH    2 0
 QQ0217
 QQ0217.Superseded values are not recommended for survey control.
 QQ0217
 QQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0217.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0217
 QQ0217_MARKER: DB = BENCH MARK DISK
 QQ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0217_STAMPING: G 85 1934
 QQ0217_MARK LOGO: CGS
 QQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0217+STABILITY: SURFACE MOTION
 QQ0217
 QQ0217  HISTORY     - Date     Condition        Report By
 QQ0217  HISTORY     - 1934     MONUMENTED       CGS
 QQ0217
 QQ0217                          STATION DESCRIPTION
 QQ0217
 QQ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0217'3.4 MI NW FROM FLORENCE.
 QQ0217'3.4 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0217'FROM THE HIGH SCHOOL AT FLORENCE, CODINGTON COUNTY, AT MILEPOST
 QQ0217'253, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 QQ0217'2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 QQ0217'STAMPED G 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0095 ***********************************************************************
 QR0095  DESIGNATION -  G 86
 QR0095  PID         -  QR0095
 QR0095  STATE/COUNTY-  SD/SPINK
 QR0095  COUNTRY     -  US
 QR0095  USGS QUAD   -  CONDE (2017)
 QR0095
 QR0095                         *CURRENT SURVEY CONTROL
 QR0095  ______________________________________________________________________
 QR0095* NAD 83(1986) POSITION- 45 09 26.     (N) 098 05 41.     (W)   SCALED
 QR0095* NAVD 88 ORTHO HEIGHT -   403.747 (meters)     1324.63  (feet) ADJUSTED
 QR0095  ______________________________________________________________________
 QR0095  GEOID HEIGHT    -        -24.613 (meters)                     GEOID18
 QR0095  DYNAMIC HEIGHT  -        403.708 (meters)     1324.50  (feet) COMP
 QR0095  MODELED GRAVITY -    980,508.6   (mgal)                       NAVD 88
 QR0095
 QR0095  VERT ORDER      -  SECOND    CLASS 0
 QR0095
 QR0095.The horizontal coordinates were scaled from a map and have
 QR0095.an estimated accuracy of +/- 6 seconds.
 QR0095
 QR0095.The orthometric height was determined by differential leveling and
 QR0095.adjusted by the NATIONAL GEODETIC SURVEY
 QR0095.in June 1991.
 QR0095
 QR0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0095.GEOID18 height accuracy estimate available here.
 QR0095
 QR0095.Click photographs - Photos may exist for this station.
 QR0095
 QR0095.The dynamic height is computed by dividing the NAVD 88
 QR0095.geopotential number by the normal gravity value computed on the
 QR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0095.degrees latitude (g = 980.6199 gals.).
 QR0095
 QR0095.The modeled gravity was interpolated from observed gravity values.
 QR0095
 QR0095;                    North         East    Units  Estimated Accuracy
 QR0095;SPC SD N     -   148,880.      749,790.      MT  (+/- 180 meters Scaled)
 QR0095
 QR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR711008(NAD 83)
 QR0095
 QR0095                          SUPERSEDED SURVEY CONTROL
 QR0095
 QR0095  NGVD 29 (??/??/92)  403.484  (m)         1323.76   (f) ADJ UNCH    2 0
 QR0095
 QR0095.Superseded values are not recommended for survey control.
 QR0095
 QR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0095.See file dsdata.pdf to determine how the superseded data were derived.
 QR0095
 QR0095_MARKER: DB = BENCH MARK DISK
 QR0095_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QR0095+WITH SETTING: PAVEMENT
 QR0095_SP_SET: COLONNADE BASE
 QR0095_STAMPING: G 86 1934
 QR0095_MARK LOGO: CGS
 QR0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0095+STABILITY: SURFACE MOTION
 QR0095
 QR0095  HISTORY     - Date     Condition        Report By
 QR0095  HISTORY     - 1934     MONUMENTED       CGS
 QR0095
 QR0095                          STATION DESCRIPTION
 QR0095
 QR0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0095'AT CONDE.
 QR0095'AT CONDE, SPINK COUNTY, ABOUT 3 BLOCKS SOUTH AND 1/2 BLOCK
 QR0095'EAST FROM THE MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, AT
 QR0095'THE PEOPLES BANK, IN THE LIMESTONE BASE OF THE SECOND COLONNADE
 QR0095'FROM THE EAST, 1.5 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH
 QR0095'(FRONT) ENTRANCE, AND ABOUT 2 FEET ABOVE THE SIDEWALK.  A
 QR0095'STANDARD DISK, STAMPED G 86 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0130 ***********************************************************************
 QR0130  DESIGNATION -  G 87
 QR0130  PID         -  QR0130
 QR0130  STATE/COUNTY-  SD/FAULK
 QR0130  COUNTRY     -  US
 QR0130  USGS QUAD   -  CRESBARD (2017)
 QR0130
 QR0130                         *CURRENT SURVEY CONTROL
 QR0130  ______________________________________________________________________
 QR0130* NAD 83(1986) POSITION- 45 09 55.     (N) 098 52 38.     (W)   SCALED
 QR0130* NAVD 88 ORTHO HEIGHT -   428.621 (meters)     1406.23  (feet) ADJUSTED
 QR0130  ______________________________________________________________________
 QR0130  GEOID HEIGHT    -        -23.950 (meters)                     GEOID18
 QR0130  DYNAMIC HEIGHT  -        428.575 (meters)     1406.08  (feet) COMP
 QR0130  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 QR0130
 QR0130  VERT ORDER      -  SECOND    CLASS 0
 QR0130
 QR0130.The horizontal coordinates were scaled from a map and have
 QR0130.an estimated accuracy of +/- 6 seconds.
 QR0130
 QR0130.The orthometric height was determined by differential leveling and
 QR0130.adjusted by the NATIONAL GEODETIC SURVEY
 QR0130.in June 1991.
 QR0130
 QR0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0130.GEOID18 height accuracy estimate available here.
 QR0130
 QR0130.Click photographs - Photos may exist for this station.
 QR0130
 QR0130.The dynamic height is computed by dividing the NAVD 88
 QR0130.geopotential number by the normal gravity value computed on the
 QR0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0130.degrees latitude (g = 980.6199 gals.).
 QR0130
 QR0130.The modeled gravity was interpolated from observed gravity values.
 QR0130
 QR0130;                    North         East    Units  Estimated Accuracy
 QR0130;SPC SD N     -   148,620.      688,270.      MT  (+/- 180 meters Scaled)
 QR0130
 QR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR096013(NAD 83)
 QR0130
 QR0130                          SUPERSEDED SURVEY CONTROL
 QR0130
 QR0130  NGVD 29 (??/??/92)  428.307  (m)         1405.20   (f) ADJ UNCH    2 0
 QR0130
 QR0130.Superseded values are not recommended for survey control.
 QR0130
 QR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0130.See file dsdata.pdf to determine how the superseded data were derived.
 QR0130
 QR0130_MARKER: DB = BENCH MARK DISK
 QR0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0130_STAMPING: G 87 1934
 QR0130_MARK LOGO: CGS
 QR0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0130+STABILITY: SURFACE MOTION
 QR0130
 QR0130  HISTORY     - Date     Condition        Report By
 QR0130  HISTORY     - 1934     MONUMENTED       CGS
 QR0130  HISTORY     - 1965     GOOD             USGS
 QR0130
 QR0130                          STATION DESCRIPTION
 QR0130
 QR0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0130'3.4 MI E FROM CRESBARD.
 QR0130'ABOUT 3.4 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0130'FROM THE STATION AT CRESBARD, FAULK COUNTY, ABOUT 10-1/2 POLES
 QR0130'WEST OF MILEPOST 329, AT A PUBLIC-ROAD CROSSING, 144 FEET EAST
 QR0130'OF THE CENTER LINE OF THE ROAD, 7 FEET NORTH OF A WHISTLE POST,
 QR0130'25 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL
 QR0130'WITH THE TRACK.  A STANDARD DISK, STAMPED G 87 1934 AND SET IN
 QR0130'THE TOP OF A CONCRETE POST.
 QR0130
 QR0130                          STATION RECOVERY (1965)
 QR0130
 QR0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QR0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0169 ***********************************************************************
 QR0169  DESIGNATION -  G 88
 QR0169  PID         -  QR0169
 QR0169  STATE/COUNTY-  SD/MCPHERSON
 QR0169  COUNTRY     -  US
 QR0169  USGS QUAD   -  LEOLA (2017)
 QR0169
 QR0169                         *CURRENT SURVEY CONTROL
 QR0169  ______________________________________________________________________
 QR0169* NAD 83(1986) POSITION- 45 41 26.     (N) 098 55 50.     (W)   SCALED
 QR0169* NAVD 88 ORTHO HEIGHT -   473.829 (meters)     1554.55  (feet) ADJUSTED
 QR0169  ______________________________________________________________________
 QR0169  GEOID HEIGHT    -        -23.808 (meters)                     GEOID18
 QR0169  DYNAMIC HEIGHT  -        473.795 (meters)     1554.44  (feet) COMP
 QR0169  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 QR0169
 QR0169  VERT ORDER      -  SECOND    CLASS 0
 QR0169
 QR0169.The horizontal coordinates were scaled from a map and have
 QR0169.an estimated accuracy of +/- 6 seconds.
 QR0169
 QR0169.The orthometric height was determined by differential leveling and
 QR0169.adjusted by the NATIONAL GEODETIC SURVEY
 QR0169.in June 1991.
 QR0169
 QR0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0169.GEOID18 height accuracy estimate available here.
 QR0169
 QR0169.Click photographs - Photos may exist for this station.
 QR0169
 QR0169.The dynamic height is computed by dividing the NAVD 88
 QR0169.geopotential number by the normal gravity value computed on the
 QR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0169.degrees latitude (g = 980.6199 gals.).
 QR0169
 QR0169.The modeled gravity was interpolated from observed gravity values.
 QR0169
 QR0169;                    North         East    Units  Estimated Accuracy
 QR0169;SPC SD N     -   206,940.      683,300.      MT  (+/- 180 meters Scaled)
 QR0169
 QR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR054596(NAD 83)
 QR0169
 QR0169                          SUPERSEDED SURVEY CONTROL
 QR0169
 QR0169  NGVD 29 (??/??/92)  473.483  (m)         1553.42   (f) ADJ UNCH    2 0
 QR0169
 QR0169.Superseded values are not recommended for survey control.
 QR0169
 QR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0169.See file dsdata.pdf to determine how the superseded data were derived.
 QR0169
 QR0169_MARKER: DB = BENCH MARK DISK
 QR0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0169_SP_SET: BRIDGE
 QR0169_STAMPING: G 88 1934
 QR0169_MARK LOGO: CGS
 QR0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0169
 QR0169  HISTORY     - Date     Condition        Report By
 QR0169  HISTORY     - 1934     MONUMENTED       CGS
 QR0169
 QR0169                          STATION DESCRIPTION
 QR0169
 QR0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0169'2.7 MI S FROM LEOLA.
 QR0169'2.7 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 QR0169'AT LEOLA, MC PHERSON COUNTY, AT A 12-FOOT CONCRETE DECK BRIDGE
 QR0169'WITH A HANDRAIL, IN THE SOUTH END OF THE EAST CONCRETE HEAD
 QR0169'WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 QR0169'DISK, STAMPED G 88 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0134 ***********************************************************************
 QR0134  DESIGNATION -  G 89
 QR0134  PID         -  QR0134
 QR0134  STATE/COUNTY-  SD/MCPHERSON
 QR0134  COUNTRY     -  US
 QR0134  USGS QUAD   -  LEOLA (2017)
 QR0134
 QR0134                         *CURRENT SURVEY CONTROL
 QR0134  ______________________________________________________________________
 QR0134* NAD 83(1986) POSITION- 45 43 21.     (N) 098 58 15.     (W)   SCALED
 QR0134* NAVD 88 ORTHO HEIGHT -   494.564 (meters)     1622.58  (feet) ADJUSTED
 QR0134  ______________________________________________________________________
 QR0134  GEOID HEIGHT    -        -23.754 (meters)                     GEOID18
 QR0134  DYNAMIC HEIGHT  -        494.527 (meters)     1622.46  (feet) COMP
 QR0134  MODELED GRAVITY -    980,525.7   (mgal)                       NAVD 88
 QR0134
 QR0134  VERT ORDER      -  SECOND    CLASS 0
 QR0134
 QR0134.The horizontal coordinates were scaled from a map and have
 QR0134.an estimated accuracy of +/- 6 seconds.
 QR0134
 QR0134.The orthometric height was determined by differential leveling and
 QR0134.adjusted by the NATIONAL GEODETIC SURVEY
 QR0134.in June 1991.
 QR0134
 QR0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0134.GEOID18 height accuracy estimate available here.
 QR0134
 QR0134.Click photographs - Photos may exist for this station.
 QR0134
 QR0134.The dynamic height is computed by dividing the NAVD 88
 QR0134.geopotential number by the normal gravity value computed on the
 QR0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0134.degrees latitude (g = 980.6199 gals.).
 QR0134
 QR0134.The modeled gravity was interpolated from observed gravity values.
 QR0134
 QR0134;                    North         East    Units  Estimated Accuracy
 QR0134;SPC SD N     -   210,450.      680,120.      MT  (+/- 180 meters Scaled)
 QR0134
 QR0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR022632(NAD 83)
 QR0134
 QR0134                          SUPERSEDED SURVEY CONTROL
 QR0134
 QR0134  NGVD 29 (??/??/92)  494.21   (m)         1621.4    (f) COMPUTED    2 0
 QR0134
 QR0134.Superseded values are not recommended for survey control.
 QR0134
 QR0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0134.See file dsdata.pdf to determine how the superseded data were derived.
 QR0134
 QR0134_MARKER: DB = BENCH MARK DISK
 QR0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0134_SP_SET: CULVERT HEADWALL
 QR0134_STAMPING: G 89 1934
 QR0134_MARK LOGO: CGS
 QR0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0134+STABILITY: SURFACE MOTION
 QR0134
 QR0134  HISTORY     - Date     Condition        Report By
 QR0134  HISTORY     - 1934     MONUMENTED       CGS
 QR0134  HISTORY     - 1940     GOOD             CGS
 QR0134
 QR0134                          STATION DESCRIPTION
 QR0134
 QR0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0134'1.8 MI W FROM LEOLA.
 QR0134'1.8 MILES WEST OF PUBLIC SCHOOL AT LEOLA.  ALONG STATE HIGHWAY
 QR0134'10 AT 4 FOOT BY 5 FOOT RCB CULVERT, 450 FEET EAST OF SECTION
 QR0134'CORNER, 95 FEET WEST OF PRIVATE ENTRANCE TO FIELD.  SET IN THE
 QR0134'CENTER OF THE NORTH HEADWALL, 0.5 FOOT ABOVE ROAD LEVEL.
 QR0134
 QR0134                          STATION RECOVERY (1940)
 QR0134
 QR0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 QR0134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0135 ***********************************************************************
 QR0135  DESIGNATION -  G 89 RESET
 QR0135  PID         -  QR0135
 QR0135  STATE/COUNTY-  SD/MCPHERSON
 QR0135  COUNTRY     -  US
 QR0135  USGS QUAD   -  LEOLA (2017)
 QR0135
 QR0135                         *CURRENT SURVEY CONTROL
 QR0135  ______________________________________________________________________
 QR0135* NAD 83(1986) POSITION- 45 43 21.     (N) 098 58 15.     (W)   SCALED
 QR0135* NAVD 88 ORTHO HEIGHT -   494.12  (meters)     1621.1   (feet) RESET
 QR0135  ______________________________________________________________________
 QR0135  GEOID HEIGHT    -        -23.754 (meters)                     GEOID18
 QR0135  VERT ORDER      -  THIRD
 QR0135
 QR0135.The horizontal coordinates were scaled from a map and have
 QR0135.an estimated accuracy of +/- 6 seconds.
 QR0135
 QR0135.The orthometric height was computed from unverified reset data.
 QR0135
 QR0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0135.GEOID18 height accuracy estimate available here.
 QR0135
 QR0135.Click photographs - Photos may exist for this station.
 QR0135
 QR0135;                    North         East    Units  Estimated Accuracy
 QR0135;SPC SD N     -   210,450.      680,120.      MT  (+/- 180 meters Scaled)
 QR0135
 QR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR022632(NAD 83)
 QR0135
 QR0135                          SUPERSEDED SURVEY CONTROL
 QR0135
 QR0135.No superseded survey control is available for this station.
 QR0135
 QR0135_MARKER: DB = BENCH MARK DISK
 QR0135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0135_SP_SET: CULVERT HEADWALL
 QR0135_STAMPING: G 89 RESET 1948
 QR0135_MARK LOGO: CGS
 QR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0135+STABILITY: SURFACE MOTION
 QR0135
 QR0135  HISTORY     - Date     Condition        Report By
 QR0135  HISTORY     - 1948     MONUMENTED       SDHD
 QR0135
 QR0135                          STATION DESCRIPTION
 QR0135
 QR0135'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 QR0135'1.8 MI W FROM LEOLA.
 QR0135'1.8 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QR0135'LEOLA, MC PHERSON COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP
 QR0135'OF THE SOUTH HEAD WALL.  A STANDARD DISK, STAMPED G 89 RESET 1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0198 ***********************************************************************
 OS0198  DESIGNATION -  G 9
 OS0198  PID         -  OS0198
 OS0198  STATE/COUNTY-  SD/JONES
 OS0198  COUNTRY     -  US
 OS0198  USGS QUAD   -  MURDO (2017)
 OS0198
 OS0198                         *CURRENT SURVEY CONTROL
 OS0198  ______________________________________________________________________
 OS0198* NAD 83(1986) POSITION- 43 53 40.     (N) 100 44 35.     (W)   SCALED
 OS0198* NAVD 88 ORTHO HEIGHT -   710.463 (meters)     2330.91  (feet) ADJUSTED
 OS0198  ______________________________________________________________________
 OS0198  GEOID HEIGHT    -        -23.991 (meters)                     GEOID18
 OS0198  DYNAMIC HEIGHT  -        710.232 (meters)     2330.15  (feet) COMP
 OS0198  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 OS0198
 OS0198  VERT ORDER      -  FIRST     CLASS II
 OS0198
 OS0198.The horizontal coordinates were scaled from a map and have
 OS0198.an estimated accuracy of +/- 6 seconds.
 OS0198
 OS0198.The orthometric height was determined by differential leveling and
 OS0198.adjusted by the NATIONAL GEODETIC SURVEY
 OS0198.in June 1991.
 OS0198
 OS0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0198.GEOID18 height accuracy estimate available here.
 OS0198
 OS0198.Click photographs - Photos may exist for this station.
 OS0198
 OS0198.The dynamic height is computed by dividing the NAVD 88
 OS0198.geopotential number by the normal gravity value computed on the
 OS0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0198.degrees latitude (g = 980.6199 gals.).
 OS0198
 OS0198.The modeled gravity was interpolated from observed gravity values.
 OS0198
 OS0198;                    North         East    Units  Estimated Accuracy
 OS0198;SPC SD S     -   173,510.      567,080.      MT  (+/- 180 meters Scaled)
 OS0198
 OS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP600616(NAD 83)
 OS0198
 OS0198                          SUPERSEDED SURVEY CONTROL
 OS0198
 OS0198  NGVD 29 (??/??/92)  709.991  (m)         2329.36   (f) ADJ UNCH    1 2
 OS0198
 OS0198.Superseded values are not recommended for survey control.
 OS0198
 OS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0198.See file dsdata.pdf to determine how the superseded data were derived.
 OS0198
 OS0198_MARKER: DB = BENCH MARK DISK
 OS0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0198_STAMPING: G 9 1925 2329.362
 OS0198_MARK LOGO: CGS
 OS0198_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0198+STABILITY: SURFACE MOTION
 OS0198
 OS0198  HISTORY     - Date     Condition        Report By
 OS0198  HISTORY     - 1925     MONUMENTED       CGS
 OS0198  HISTORY     - 1962     GOOD             CGS
 OS0198  HISTORY     - 1985     GOOD             NGS
 OS0198
 OS0198                          STATION DESCRIPTION
 OS0198
 OS0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0198'1.5 MI W FROM MURDO.
 OS0198'ABOUT 1.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OS0198'PACIFIC RAILROAD, FROM THE STATION AT MURDO, AT THE NORTHEAST
 OS0198'END OF A FILL AND AT A ROAD CROSSING, 68 FEET NORTH OF THE CENTER
 OS0198'OF CROSSING, 39 FEET NORTHWEST OF THE NORTHWEST RAIL, 9 FEET
 OS0198'SOUTHEAST OF A FENCE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST,
 OS0198'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OS0198'OF A CONCRETE POST PROJECTING 2 INCHES.
 OS0198
 OS0198                          STATION RECOVERY (1985)
 OS0198
 OS0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0198'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.14
 OS0198'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE 1.00
 OS0198'KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE 1.53 KM
 OS0198'(0.95 MI) WEST ALONG A DIRT ROAD FOLLOWING THE SECTION LINE, IN THE
 OS0198'NORTH CORNER OF THE INTERSECTION OF THE OLD ABANDON RAILROAD, AT THE
 OS0198'NORTHEAST END OF A RAILROAD GRADE FILL, 21.6 METERS (71 FT) NORTH OF
 OS0198'THE CENTER OF THE DIRT ROAD AT THE RAILROAD CROSSING AND 11.9 METERS
 OS0198'(39 FT) NORTHWEST OF THE NORTHWEST RAIL.
 OS0198'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 OS0198'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0840 ***********************************************************************
 PU0840  DESIGNATION -  G 9 B 1
 PU0840  PID         -  PU0840
 PU0840  STATE/COUNTY-  SD/MEADE
 PU0840  COUNTRY     -  US
 PU0840  USGS QUAD   -  FAIRPOINT (2017)
 PU0840
 PU0840                         *CURRENT SURVEY CONTROL
 PU0840  ______________________________________________________________________
 PU0840* NAD 83(1986) POSITION- 44 44 54.     (N) 102 50 43.     (W)   SCALED
 PU0840* NAVD 88 ORTHO HEIGHT -   877.927 (meters)     2880.33  (feet) ADJUSTED
 PU0840  ______________________________________________________________________
 PU0840  GEOID HEIGHT    -        -17.583 (meters)                     GEOID18
 PU0840  DYNAMIC HEIGHT  -        877.716 (meters)     2879.64  (feet) COMP
 PU0840  MODELED GRAVITY -    980,347.5   (mgal)                       NAVD 88
 PU0840
 PU0840  VERT ORDER      -  SECOND    CLASS 0
 PU0840
 PU0840.The horizontal coordinates were scaled from a map and have
 PU0840.an estimated accuracy of +/- 6 seconds.
 PU0840
 PU0840.The orthometric height was determined by differential leveling and
 PU0840.adjusted by the NATIONAL GEODETIC SURVEY
 PU0840.in June 1991.
 PU0840
 PU0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0840.GEOID18 height accuracy estimate available here.
 PU0840
 PU0840.Click photographs - Photos may exist for this station.
 PU0840
 PU0840.The dynamic height is computed by dividing the NAVD 88
 PU0840.geopotential number by the normal gravity value computed on the
 PU0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0840.degrees latitude (g = 980.6199 gals.).
 PU0840
 PU0840.The modeled gravity was interpolated from observed gravity values.
 PU0840
 PU0840;                    North         East    Units  Estimated Accuracy
 PU0840;SPC SD N     -   105,640.      374,740.      MT  (+/- 180 meters Scaled)
 PU0840
 PU0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK705572(NAD 83)
 PU0840
 PU0840                          SUPERSEDED SURVEY CONTROL
 PU0840
 PU0840  NGVD 29 (??/??/92)  877.46   (m)         2878.8    (f) COMPUTED    2 0
 PU0840
 PU0840.Superseded values are not recommended for survey control.
 PU0840
 PU0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0840.See file dsdata.pdf to determine how the superseded data were derived.
 PU0840
 PU0840_MARKER: Z = SEE DESCRIPTION
 PU0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0840_SP_SET: PEDESTAL
 PU0840_STAMPING: G 9 B 1
 PU0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0840
 PU0840  HISTORY     - Date     Condition        Report By
 PU0840  HISTORY     - UNK      MONUMENTED       USAF
 PU0840  HISTORY     - 1962     GOOD             CGS
 PU0840
 PU0840                          STATION DESCRIPTION
 PU0840
 PU0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0840'2.4 MI W FROM FAIRPOINT.
 PU0840'2.45 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0840'63 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH
 PU0840'OF A FENCE, THE CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN
 PU0840'18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0032 ***********************************************************************
 QR0032  DESIGNATION -  G 90
 QR0032  PID         -  QR0032
 QR0032  STATE/COUNTY-  SD/BROWN
 QR0032  COUNTRY     -  US
 QR0032  USGS QUAD   -  COLUMBIA NE (2017)
 QR0032
 QR0032                         *CURRENT SURVEY CONTROL
 QR0032  ______________________________________________________________________
 QR0032* NAD 83(1986) POSITION- 45 44 03.     (N) 098 21 05.     (W)   SCALED
 QR0032* NAVD 88 ORTHO HEIGHT -   399.166 (meters)     1309.60  (feet) ADJUSTED
 QR0032  ______________________________________________________________________
 QR0032  GEOID HEIGHT    -        -24.713 (meters)                     GEOID18
 QR0032  DYNAMIC HEIGHT  -        399.145 (meters)     1309.53  (feet) COMP
 QR0032  MODELED GRAVITY -    980,551.8   (mgal)                       NAVD 88
 QR0032
 QR0032  VERT ORDER      -  SECOND    CLASS 0
 QR0032
 QR0032.The horizontal coordinates were scaled from a map and have
 QR0032.an estimated accuracy of +/- 6 seconds.
 QR0032
 QR0032.The orthometric height was determined by differential leveling and
 QR0032.adjusted by the NATIONAL GEODETIC SURVEY
 QR0032.in June 1991.
 QR0032
 QR0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0032.GEOID18 height accuracy estimate available here.
 QR0032
 QR0032.Click photographs - Photos may exist for this station.
 QR0032
 QR0032.The dynamic height is computed by dividing the NAVD 88
 QR0032.geopotential number by the normal gravity value computed on the
 QR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0032.degrees latitude (g = 980.6199 gals.).
 QR0032
 QR0032.The modeled gravity was interpolated from observed gravity values.
 QR0032
 QR0032;                    North         East    Units  Estimated Accuracy
 QR0032;SPC SD N     -   212,540.      728,310.      MT  (+/- 180 meters Scaled)
 QR0032
 QR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR504647(NAD 83)
 QR0032
 QR0032                          SUPERSEDED SURVEY CONTROL
 QR0032
 QR0032  NGVD 29 (??/??/92)  398.852  (m)         1308.57   (f) ADJ UNCH    2 0
 QR0032
 QR0032.Superseded values are not recommended for survey control.
 QR0032
 QR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0032.See file dsdata.pdf to determine how the superseded data were derived.
 QR0032
 QR0032_MARKER: DB = BENCH MARK DISK
 QR0032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0032_SP_SET: CULVERT HEADWALL
 QR0032_STAMPING: G 90 1934
 QR0032_MARK LOGO: CGS
 QR0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0032+STABILITY: SURFACE MOTION
 QR0032
 QR0032  HISTORY     - Date     Condition        Report By
 QR0032  HISTORY     - 1934     MONUMENTED       CGS
 QR0032
 QR0032                          STATION DESCRIPTION
 QR0032
 QR0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0032'7.4 MI E FROM BARNARD.
 QR0032'7.4 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0032'AT BARNARD, BROWN COUNTY, 190 FEET EAST OF A SECTION CORNER, AT
 QR0032'AN 18-INCH CONCRETE-PIPE CULVERT IN THE CENTER OF THE TOP OF
 QR0032'NORTH HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 QR0032'A STANDARD DISK, STAMPED G 90 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0562 ***********************************************************************
 QR0562  DESIGNATION -  G 90 RESET
 QR0562  PID         -  QR0562
 QR0562  STATE/COUNTY-  SD/BROWN
 QR0562  COUNTRY     -  US
 QR0562  USGS QUAD   -  COLUMBIA NE (2017)
 QR0562
 QR0562                         *CURRENT SURVEY CONTROL
 QR0562  ______________________________________________________________________
 QR0562* NAD 83(1986) POSITION- 45 44 03.     (N) 098 21 05.     (W)   SCALED
 QR0562* NAVD 88 ORTHO HEIGHT -   400.09  (meters)     1312.6   (feet) RESET
 QR0562  ______________________________________________________________________
 QR0562  GEOID HEIGHT    -        -24.713 (meters)                     GEOID18
 QR0562  VERT ORDER      -  THIRD
 QR0562
 QR0562.The horizontal coordinates were scaled from a map and have
 QR0562.an estimated accuracy of +/- 6 seconds.
 QR0562
 QR0562.The orthometric height was computed from unverified reset data.
 QR0562
 QR0562.No vertical observational check was made to the station.
 QR0562
 QR0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0562.GEOID18 height accuracy estimate available here.
 QR0562
 QR0562.Click photographs - Photos may exist for this station.
 QR0562
 QR0562;                    North         East    Units  Estimated Accuracy
 QR0562;SPC SD N     -   212,540.      728,310.      MT  (+/- 180 meters Scaled)
 QR0562
 QR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR504647(NAD 83)
 QR0562
 QR0562                          SUPERSEDED SURVEY CONTROL
 QR0562
 QR0562  NGVD 29 (04/17/07)  399.78   (m)         1311.6    (f) RESET       3  
 QR0562
 QR0562.Superseded values are not recommended for survey control.
 QR0562
 QR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0562.See file dsdata.pdf to determine how the superseded data were derived.
 QR0562
 QR0562_MARKER: DV = VERTICAL CONTROL DISK
 QR0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0562_STAMPING: G 90 RESET 1979
 QR0562_MARK LOGO: NGS
 QR0562_PROJECTION: FLUSH
 QR0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0562+STABILITY: SURFACE MOTION
 QR0562
 QR0562  HISTORY     - Date     Condition        Report By
 QR0562  HISTORY     - 1979     MONUMENTED       NGS
 QR0562
 QR0562                          STATION DESCRIPTION
 QR0562
 QR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QR0562'7.0 MI EAST FROM BARNARD.
 QR0562'7.0 MILES EAST ALONG COUNTY ROAD 7 FROM THE CROSSROADS IN THE NORTH
 QR0562'EDGE OF BARNARD, TO CROSSROADS, 126.0 FEET NORTH OF THE CENTER OF
 QR0562'COUNTY ROAD 7, 34.0 FEET EAST OF CENTER OF GRAVEL ROAD, AND 1.5
 QR0562'FEET WEST OF FENCE.
 QR0562'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0337 ***********************************************************************
 QQ0337  DESIGNATION -  G 91 RESET
 QQ0337  PID         -  QQ0337
 QQ0337  STATE/COUNTY-  SD/MARSHALL
 QQ0337  COUNTRY     -  US
 QQ0337  USGS QUAD   -  BRITTON WEST (2017)
 QQ0337
 QQ0337                         *CURRENT SURVEY CONTROL
 QQ0337  ______________________________________________________________________
 QQ0337* NAD 83(1986) POSITION- 45 47 21.     (N) 097 45 01.     (W)   SCALED
 QQ0337* NAVD 88 ORTHO HEIGHT -   412.61  (meters)     1353.7   (feet) RESET
 QQ0337  ______________________________________________________________________
 QQ0337  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 QQ0337  VERT ORDER      -  THIRD
 QQ0337
 QQ0337.The horizontal coordinates were scaled from a map and have
 QQ0337.an estimated accuracy of +/- 6 seconds.
 QQ0337
 QQ0337.The orthometric height was computed from unverified reset data.
 QQ0337
 QQ0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0337.GEOID18 height accuracy estimate available here.
 QQ0337
 QQ0337.Click photographs - Photos may exist for this station.
 QQ0337
 QQ0337;                    North         East    Units  Estimated Accuracy
 QQ0337;SPC SD N     -   219,780.      774,910.      MT  (+/- 180 meters Scaled)
 QQ0337
 QQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR971713(NAD 83)
 QQ0337
 QQ0337                          SUPERSEDED SURVEY CONTROL
 QQ0337
 QQ0337.No superseded survey control is available for this station.
 QQ0337
 QQ0337_MARKER: DB = BENCH MARK DISK
 QQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0337_STAMPING: G 91 RESET 1936
 QQ0337_MARK LOGO: CGS
 QQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0337+STABILITY: SURFACE MOTION
 QQ0337
 QQ0337  HISTORY     - Date     Condition        Report By
 QQ0337  HISTORY     - 1936     MONUMENTED       CGS
 QQ0337
 QQ0337                          STATION DESCRIPTION
 QQ0337
 QQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 QQ0337'AT BRITTON.
 QQ0337'AT BRITTON, MARSHALL COUNTY, ABOUT 105 FEET EAST OF THE NORTHEAST
 QQ0337'CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QQ0337'STATION, ABOUT 140 FEET SOUTHWEST OF A ROAD CROSSING, 65 FEET
 QQ0337'SOUTHEAST OF THE CENTER LINE OF THE TRACK, SET IN THE TOP OF
 QQ0337'A CONCRETE POST 35 FEET DUE WEST OF THE LOCATION DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0200 ***********************************************************************
 QQ0200  DESIGNATION -  G 92
 QQ0200  PID         -  QQ0200
 QQ0200  STATE/COUNTY-  SD/ROBERTS
 QQ0200  COUNTRY     -  US
 QQ0200  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0200
 QQ0200                         *CURRENT SURVEY CONTROL
 QQ0200  ______________________________________________________________________
 QQ0200* NAD 83(1986) POSITION- 45 49 09.     (N) 097 01 15.     (W)   SCALED
 QQ0200* NAVD 88 ORTHO HEIGHT -   374.273 (meters)     1227.93  (feet) ADJUSTED
 QQ0200  ______________________________________________________________________
 QQ0200  GEOID HEIGHT    -        -25.859 (meters)                     GEOID18
 QQ0200  DYNAMIC HEIGHT  -        374.266 (meters)     1227.90  (feet) COMP
 QQ0200  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QQ0200
 QQ0200  VERT ORDER      -  SECOND    CLASS 0
 QQ0200
 QQ0200.The horizontal coordinates were scaled from a map and have
 QQ0200.an estimated accuracy of +/- 6 seconds.
 QQ0200
 QQ0200.The orthometric height was determined by differential leveling and
 QQ0200.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0200.in June 1991.
 QQ0200
 QQ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0200.GEOID18 height accuracy estimate available here.
 QQ0200
 QQ0200.Click photographs - Photos may exist for this station.
 QQ0200
 QQ0200.The dynamic height is computed by dividing the NAVD 88
 QQ0200.geopotential number by the normal gravity value computed on the
 QQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0200.degrees latitude (g = 980.6199 gals.).
 QQ0200
 QQ0200.The modeled gravity was interpolated from observed gravity values.
 QQ0200
 QQ0200;                    North         East    Units  Estimated Accuracy
 QQ0200;SPC SD N     -   224,940.      831,480.      MT  (+/- 180 meters Scaled)
 QQ0200
 QQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR537758(NAD 83)
 QQ0200
 QQ0200                          SUPERSEDED SURVEY CONTROL
 QQ0200
 QQ0200  NGVD 29 (??/??/92)  374.045  (m)         1227.18   (f) ADJ UNCH    2 0
 QQ0200
 QQ0200.Superseded values are not recommended for survey control.
 QQ0200
 QQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0200.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0200
 QQ0200_MARKER: DB = BENCH MARK DISK
 QQ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0200_STAMPING: G 92 1934
 QQ0200_MARK LOGO: CGS
 QQ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0200+STABILITY: SURFACE MOTION
 QQ0200
 QQ0200  HISTORY     - Date     Condition        Report By
 QQ0200  HISTORY     - 1934     MONUMENTED       CGS
 QQ0200
 QQ0200                          STATION DESCRIPTION
 QQ0200
 QQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0200'2.5 MI S FROM HAMMER.
 QQ0200'2.5 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE MINNEAPOLIS, ST.
 QQ0200'PAUL AND SAULT STE. MARIE RAILWAY STATION AT HAMMER, ROBERTS
 QQ0200'COUNTY, 75 FEET SOUTH OF A ROAD CROSSING, 39 FEET WEST OF THE
 QQ0200'CENTER LINE OF THE HIGHWAY, AND 9 FEET WEST OF THE RIGHT-OF-WAY
 QQ0200'FENCE.  A STANDARD DISK, STAMPED G 92 1934 AND SET IN THE TOP
 QQ0200'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0149 ***********************************************************************
 QQ0149  DESIGNATION -  G 93
 QQ0149  PID         -  QQ0149
 QQ0149  STATE/COUNTY-  SD/ROBERTS
 QQ0149  COUNTRY     -  US
 QQ0149  USGS QUAD   -  PEEVER NW (2017)
 QQ0149
 QQ0149                         *CURRENT SURVEY CONTROL
 QQ0149  ______________________________________________________________________
 QQ0149* NAD 83(1986) POSITION- 45 39 34.     (N) 096 58 22.     (W)   SCALED
 QQ0149* NAVD 88 ORTHO HEIGHT -   347.563 (meters)     1140.30  (feet) ADJUSTED
 QQ0149  ______________________________________________________________________
 QQ0149  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 QQ0149  DYNAMIC HEIGHT  -        347.548 (meters)     1140.25  (feet) COMP
 QQ0149  MODELED GRAVITY -    980,563.2   (mgal)                       NAVD 88
 QQ0149
 QQ0149  VERT ORDER      -  SECOND    CLASS 0
 QQ0149
 QQ0149.The horizontal coordinates were scaled from a map and have
 QQ0149.an estimated accuracy of +/- 6 seconds.
 QQ0149
 QQ0149.The orthometric height was determined by differential leveling and
 QQ0149.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0149.in June 1991.
 QQ0149
 QQ0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0149.GEOID18 height accuracy estimate available here.
 QQ0149
 QQ0149.Click photographs - Photos may exist for this station.
 QQ0149
 QQ0149.The dynamic height is computed by dividing the NAVD 88
 QQ0149.geopotential number by the normal gravity value computed on the
 QQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0149.degrees latitude (g = 980.6199 gals.).
 QQ0149
 QQ0149.The modeled gravity was interpolated from observed gravity values.
 QQ0149
 QQ0149;                    North         East    Units  Estimated Accuracy
 QQ0149;SPC SD N     -   207,340.      835,880.      MT  (+/- 180 meters Scaled)
 QQ0149
 QQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR579582(NAD 83)
 QQ0149
 QQ0149                          SUPERSEDED SURVEY CONTROL
 QQ0149
 QQ0149  NGVD 29 (??/??/92)  347.32   (m)         1139.5    (f) COMPUTED    2 0
 QQ0149
 QQ0149.Superseded values are not recommended for survey control.
 QQ0149
 QQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0149.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0149
 QQ0149_MARKER: DB = BENCH MARK DISK
 QQ0149_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0149_SP_SET: BOX CULVERT HEADWALL
 QQ0149_STAMPING: G 93 1934
 QQ0149_MARK LOGO: CGS
 QQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0149+STABILITY: SURFACE MOTION
 QQ0149
 QQ0149  HISTORY     - Date     Condition        Report By
 QQ0149  HISTORY     - 1934     MONUMENTED       CGS
 QQ0149
 QQ0149                          STATION DESCRIPTION
 QQ0149
 QQ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0149'2.5 MI SE FROM SISSETON.
 QQ0149'ALONG THE STATE HIGHWAY 10.  SET IN THE EAST END OF THE SOUTH
 QQ0149'HEADWALL OF 6 FOOT BY 8 FOOT CONCRETE BOX CULVERT, 87 FEET
 QQ0149'WEST OF FARM ENTRANCE, THENCE 12 FEET SOUTH OF THE CENTER LINE
 QQ0149'OF THE HIGHWAY, 2 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0150 ***********************************************************************
 QQ0150  DESIGNATION -  G 93 RESET
 QQ0150  PID         -  QQ0150
 QQ0150  STATE/COUNTY-  SD/ROBERTS
 QQ0150  COUNTRY     -  US
 QQ0150  USGS QUAD   -  PEEVER NW (2017)
 QQ0150
 QQ0150                         *CURRENT SURVEY CONTROL
 QQ0150  ______________________________________________________________________
 QQ0150* NAD 83(1986) POSITION- 45 39 34.     (N) 096 58 22.     (W)   SCALED
 QQ0150* NAVD 88 ORTHO HEIGHT -   346.66  (meters)     1137.3   (feet) RESET
 QQ0150  ______________________________________________________________________
 QQ0150  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 QQ0150  VERT ORDER      -  THIRD
 QQ0150
 QQ0150.The horizontal coordinates were scaled from a map and have
 QQ0150.an estimated accuracy of +/- 6 seconds.
 QQ0150
 QQ0150.The orthometric height was computed from unverified reset data.
 QQ0150
 QQ0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0150.GEOID18 height accuracy estimate available here.
 QQ0150
 QQ0150.Click photographs - Photos may exist for this station.
 QQ0150
 QQ0150;                    North         East    Units  Estimated Accuracy
 QQ0150;SPC SD N     -   207,340.      835,880.      MT  (+/- 180 meters Scaled)
 QQ0150
 QQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR579582(NAD 83)
 QQ0150
 QQ0150                          SUPERSEDED SURVEY CONTROL
 QQ0150
 QQ0150.No superseded survey control is available for this station.
 QQ0150
 QQ0150_MARKER: DB = BENCH MARK DISK
 QQ0150_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0150_SP_SET: BOX CULVERT HEADWALL
 QQ0150_STAMPING: G 93 RESET 1939
 QQ0150_MARK LOGO: CGS
 QQ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0150+STABILITY: SURFACE MOTION
 QQ0150
 QQ0150  HISTORY     - Date     Condition        Report By
 QQ0150  HISTORY     - 1939     MONUMENTED       CGS
 QQ0150  HISTORY     - 19900725 MARK NOT FOUND   NGS
 QQ0150
 QQ0150                          STATION DESCRIPTION
 QQ0150
 QQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 QQ0150'3.5 MI SE FROM SISSETON.
 QQ0150'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL
 QQ0150'TOURIST PARK AT SISSETON, ROBERTS COUNTY, 87 FEET WEST OF A
 QQ0150'FARM ENTRANCE, AT A 6- BY 8-FOOT CONCRETE-BOX CULVERT, IN THE
 QQ0150'EAST END OF THE SOUTH CONCRETE HEADWALL, 12 FEET SOUTH OF THE
 QQ0150'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE
 QQ0150'HIGHWAY.  A STANDARD DISK, STAMPED G 93 RESET 1939.
 QQ0150
 QQ0150                          STATION RECOVERY (1990)
 QQ0150
 QQ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0399 ***********************************************************************
 PR0399  DESIGNATION -  G 94
 PR0399  PID         -  PR0399
 PR0399  STATE/COUNTY-  SD/HAMLIN
 PR0399  COUNTRY     -  US
 PR0399  USGS QUAD   -  LAKE POINSETT (2017)
 PR0399
 PR0399                         *CURRENT SURVEY CONTROL
 PR0399  ______________________________________________________________________
 PR0399* NAD 83(1986) POSITION- 44 36 06.     (N) 097 00 47.     (W)   SCALED
 PR0399* NAVD 88 ORTHO HEIGHT -   504.824 (meters)     1656.24  (feet) ADJUSTED
 PR0399  ______________________________________________________________________
 PR0399  GEOID HEIGHT    -        -24.931 (meters)                     GEOID18
 PR0399  DYNAMIC HEIGHT  -        504.747 (meters)     1655.99  (feet) COMP
 PR0399  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 PR0399
 PR0399  VERT ORDER      -  SECOND    CLASS 0
 PR0399
 PR0399.The horizontal coordinates were scaled from a map and have
 PR0399.an estimated accuracy of +/- 6 seconds.
 PR0399
 PR0399.The orthometric height was determined by differential leveling and
 PR0399.adjusted by the NATIONAL GEODETIC SURVEY
 PR0399.in June 1991.
 PR0399
 PR0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0399.GEOID18 height accuracy estimate available here.
 PR0399
 PR0399.Click photographs - Photos may exist for this station.
 PR0399
 PR0399.The dynamic height is computed by dividing the NAVD 88
 PR0399.geopotential number by the normal gravity value computed on the
 PR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0399.degrees latitude (g = 980.6199 gals.).
 PR0399
 PR0399.The modeled gravity was interpolated from observed gravity values.
 PR0399
 PR0399;                    North         East    Units  Estimated Accuracy
 PR0399;SPC SD N     -    89,750.      837,080.      MT  (+/- 180 meters Scaled)
 PR0399
 PR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ576406(NAD 83)
 PR0399
 PR0399                          SUPERSEDED SURVEY CONTROL
 PR0399
 PR0399  NGVD 29 (??/??/92)  504.545  (m)         1655.33   (f) ADJ UNCH    2 0
 PR0399
 PR0399.Superseded values are not recommended for survey control.
 PR0399
 PR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0399.See file dsdata.pdf to determine how the superseded data were derived.
 PR0399
 PR0399_MARKER: DB = BENCH MARK DISK
 PR0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0399_SP_SET: BRIDGE CURB
 PR0399_STAMPING: G 94 1934
 PR0399_MARK LOGO: CGS
 PR0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0399
 PR0399  HISTORY     - Date     Condition        Report By
 PR0399  HISTORY     - 1949     MONUMENTED       CGS
 PR0399  HISTORY     - 1968     GOOD             USGS
 PR0399
 PR0399                          STATION DESCRIPTION
 PR0399
 PR0399'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PR0399'7.3 MI NW FROM ESTELLINE.
 PR0399'ESTELLINE, HAMLIN COUNTY, 2.0 MI. N. AND 5.3 MI. W. OF, T. 113 N.,
 PR0399'R. 52 W., NEAR THE E. 1/16 CORNER BETWEEN SECS. 12 AND 13, AT A
 PR0399'50 FT. CONC. BRIDGE, IN THE CENTER OF THE TOP OF THE NORTH
 PR0399'CURB, 9.0 FT. N. AND 0.7 FT. HIGHER THAN CENTER OF BRIDGE, A
 PR0399'C AND GS DISK STAMPED G 94 1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0517 ***********************************************************************
 PR0517  DESIGNATION -  G 95
 PR0517  PID         -  PR0517
 PR0517  STATE/COUNTY-  SD/KINGSBURY
 PR0517  COUNTRY     -  US
 PR0517  USGS QUAD   -  LAKE SINAI (2017)
 PR0517
 PR0517                         *CURRENT SURVEY CONTROL
 PR0517  ______________________________________________________________________
 PR0517* NAD 83(1986) POSITION- 44 21 01.     (N) 097 05 36.     (W)   SCALED
 PR0517* NAVD 88 ORTHO HEIGHT -   539.887 (meters)     1771.28  (feet) ADJUSTED
 PR0517  ______________________________________________________________________
 PR0517  GEOID HEIGHT    -        -25.135 (meters)                     GEOID18
 PR0517  DYNAMIC HEIGHT  -        539.783 (meters)     1770.94  (feet) COMP
 PR0517  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 PR0517
 PR0517  VERT ORDER      -  SECOND    CLASS 0
 PR0517
 PR0517.The horizontal coordinates were scaled from a map and have
 PR0517.an estimated accuracy of +/- 6 seconds.
 PR0517
 PR0517.The orthometric height was determined by differential leveling and
 PR0517.adjusted by the NATIONAL GEODETIC SURVEY
 PR0517.in June 1991.
 PR0517
 PR0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0517.GEOID18 height accuracy estimate available here.
 PR0517
 PR0517.Click photographs - Photos may exist for this station.
 PR0517
 PR0517.The dynamic height is computed by dividing the NAVD 88
 PR0517.geopotential number by the normal gravity value computed on the
 PR0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0517.degrees latitude (g = 980.6199 gals.).
 PR0517
 PR0517.The modeled gravity was interpolated from observed gravity values.
 PR0517
 PR0517;                    North         East    Units  Estimated Accuracy
 PR0517;SPC SD N     -    61,610.      831,710.      MT  (+/- 180 meters Scaled)
 PR0517
 PR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ519125(NAD 83)
 PR0517
 PR0517                          SUPERSEDED SURVEY CONTROL
 PR0517
 PR0517  NGVD 29 (??/??/92)  539.612  (m)         1770.38   (f) ADJ UNCH    2 0
 PR0517
 PR0517.Superseded values are not recommended for survey control.
 PR0517
 PR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0517.See file dsdata.pdf to determine how the superseded data were derived.
 PR0517
 PR0517_MARKER: DB = BENCH MARK DISK
 PR0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0517_STAMPING: G 95 1934
 PR0517_MARK LOGO: CGS
 PR0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0517+STABILITY: SURFACE MOTION
 PR0517
 PR0517  HISTORY     - Date     Condition        Report By
 PR0517  HISTORY     - 1934     MONUMENTED       CGS
 PR0517  HISTORY     - 1964     GOOD             USGS
 PR0517
 PR0517                          STATION DESCRIPTION
 PR0517
 PR0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0517'2.3 MI E FROM ARLINGTON.
 PR0517'IN BROOKINGS COUNTY, 2.3 MILES EAST ALONG THE CHICAGO AND NORTH
 PR0517'WESTERN RAILWAY FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND
 PR0517'MAIN STREET AT ARLINGTON, KINGSBURY COUNTY, 3 FEET SOUTH OF
 PR0517'MILEPOST 306, 33 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0517'67 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER
 PR0517'THAN THE RAIL.  A STANDARD DISK, STAMPED G 95 1934 AND SET IN
 PR0517'THE TOP OF A CONCRETE POST.  NOTE-- 1964-REPORT MILE POSTS HAVE
 PR0517'BEEN MOVED TO THE SOUTH SIDE OF THE TRACK MAKING THE DESCRIPTION
 PR0517'INADEQUATE.
 PR0517
 PR0517                          STATION RECOVERY (1964)
 PR0517
 PR0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PR0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0989 ***********************************************************************
 PR0989  DESIGNATION -  GABRIEL
 PR0989  PID         -  PR0989
 PR0989  STATE/COUNTY-  SD/DEUEL
 PR0989  COUNTRY     -  US
 PR0989  USGS QUAD   -  BRANDT (2017)
 PR0989
 PR0989                         *CURRENT SURVEY CONTROL
 PR0989  ______________________________________________________________________
 PR0989* NAD 83(1996) POSITION- 44 44 46.40961(N) 096 34 43.36513(W)   ADJUSTED
 PR0989* NAVD 88 ORTHO HEIGHT -   580.    (meters)     1903.    (feet) SCALED
 PR0989  ______________________________________________________________________
 PR0989  GEOID HEIGHT    -        -25.373 (meters)                     GEOID18
 PR0989  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 PR0989  HORZ ORDER      -  SECOND
 PR0989
 PR0989.The horizontal coordinates were established by classical geodetic methods
 PR0989.and adjusted by the National Geodetic Survey in January 1998.
 PR0989
 PR0989.The orthometric height was scaled from a topographic map.
 PR0989
 PR0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0989.GEOID18 height accuracy estimate available here.
 PR0989
 PR0989.Click photographs - Photos may exist for this station.
 PR0989
 PR0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0989
 PR0989. The following values were computed from the NAD 83(1996) position.
 PR0989
 PR0989;                    North         East     Units Scale Factor Converg.
 PR0989;SPC SD N     -   107,166.459   870,852.502   MT  0.99995320   +2 25 17.0
 PR0989;SPC SD N     -   351,595.29  2,857,121.92   sFT  0.99995320   +2 25 17.0
 PR0989;UTM  14      - 4,957,611.795   691,675.597   MT  1.00005181   +1 42 18.1
 PR0989
 PR0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0989!SPC SD N     -   0.99991301  x   0.99995320  =   0.99986621
 PR0989!UTM  14      -   0.99991301  x   1.00005181  =   0.99996481
 PR0989
 PR0989:                Primary Azimuth Mark                     Grid Az
 PR0989:SPC SD N     -  CLEAR LAKE MUNICIPAL TANK                274 31 28.7
 PR0989:UTM  14      -  CLEAR LAKE MUNICIPAL TANK                275 14 27.6
 PR0989
 PR0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9167557611(NAD 83)
 PR0989
 PR0989|---------------------------------------------------------------------|
 PR0989| PID    Reference Object                     Distance      Geod. Az  |
 PR0989|                                                           dddmmss.s |
 PR0989| CO8531 GABRIEL RM 1                         40.172 METERS 09900     |
 PR0989| CO8532 GABRIEL RM 2                         25.049 METERS 17601     |
 PR0989| PR0980 CLEAR LAKE MUNICIPAL TANK           APPROX. 8.3 KM 2765645.7 |
 PR0989|---------------------------------------------------------------------|
 PR0989
 PR0989                          SUPERSEDED SURVEY CONTROL
 PR0989
 PR0989  NAD 83(1986)-  44 44 46.40653(N)    096 34 43.34970(W) AD(       ) 2
 PR0989  NAD 27      -  44 44 46.53682(N)    096 34 42.14960(W) AD(       ) 2
 PR0989
 PR0989.Superseded values are not recommended for survey control.
 PR0989
 PR0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0989.See file dsdata.pdf to determine how the superseded data were derived.
 PR0989
 PR0989_MARKER: DD = SURVEY DISK
 PR0989_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0989+WITH SETTING: INFORMATION.
 PR0989_STAMPING: ET GABRIEL 1968
 PR0989_MARK LOGO: USGS
 PR0989_PROJECTION: FLUSH
 PR0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0989
 PR0989  HISTORY     - Date     Condition        Report By
 PR0989  HISTORY     - 1968     MONUMENTED       USGS
 PR0989
 PR0989                          STATION DESCRIPTION
 PR0989
 PR0989'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WCM)
 PR0989'STATION IS LOCATED ABOUT 0.5 MI S. AND 5.1 MI E. OF THE
 PR0989'TOWN OF CLEAR LAKE, NEAR THE NW. COR. OF SEC. 27, T. 115
 PR0989'N., R. 48 W.
 PR0989'
 PR0989'TO REACH FROM THE JCT. OF U.S. HWY. 77 AND STATE HWY. 22
 PR0989'NEAR THE S. EDGE OF THE TOWN OF CLEAR LAKE, GO E. 5.1 MI ON
 PR0989'STATE HWY. 22 TO STATION ON RIGHT (S.).
 PR0989'
 PR0989'STATION IS ON A HIGH PROMINENT KNOB, 147.3 FT (SLOPE) S. OF
 PR0989'S. RIGHT-OF-WAY FENCE, 743.2 FT E. OF N.-S. SEC. LINE FENCE,
 PR0989'146.3 FT (SLOPE) S. OF USGS WITNESS POST, AND IS STAMPED
 PR0989'ET GABRIEL 1968.
 PR0989'
 PR0989'REFERENCE MARK NO. 1 IS ESE. OF STATION ON A SMALL ROCKY
 PR0989'KNOLL, LOWER IN ELEVATION THAN STATION, AND IS STAMPED GABRIEL
 PR0989'NO. 1 1968.
 PR0989'
 PR0989'REFERENCE MARK NO. 2 IS S. OF STATION ALONG SMALL RIDGE EXTENDING
 PR0989'S. AND IS STAMPED GABRIEL NO. 2 1968.
 PR0989'
 PR0989'NO AZIMUTH MARK WAS SET.  STATION ET LANGEROCK 1968 IS GROUND
 PR0989'VISIBLE.  DIRECTION WAS OBSERVED TO CLEAR LAKE MWT.
 PR0989'
 PR0989'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0989'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DRAIN TILE FILLED
 PR0989'WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9060 ***********************************************************************
 AB9060  DESIGNATION -  GAGING STATION
 AB9060  PID         -  AB9060
 AB9060  STATE/COUNTY-  SD/HUGHES
 AB9060  COUNTRY     -  US
 AB9060  USGS QUAD   -  PIERRE (2017)
 AB9060
 AB9060                         *CURRENT SURVEY CONTROL
 AB9060  ______________________________________________________________________
 AB9060* NAD 83(1986) POSITION- 44 22 27.4    (N) 100 22 01.1    (W)   HD_HELD2
 AB9060* NAVD 88 ORTHO HEIGHT -   442.314 (meters)     1451.16  (feet) ADJUSTED
 AB9060  ______________________________________________________________________
 AB9060  GEOID HEIGHT    -        -23.421 (meters)                     GEOID18
 AB9060  DYNAMIC HEIGHT  -        442.226 (meters)     1450.87  (feet) COMP
 AB9060  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 AB9060
 AB9060  VERT ORDER      -  FIRST     CLASS II
 AB9060
 AB9060.The horizontal coordinates were established by autonomous hand held GPS
 AB9060.observations and have an estimated accuracy of +/- 10 meters.
 AB9060
 AB9060.The orthometric height was determined by differential leveling and
 AB9060.adjusted by the NATIONAL GEODETIC SURVEY
 AB9060.in October 1997.
 AB9060
 AB9060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9060.GEOID18 height accuracy estimate available here.
 AB9060
 AB9060.Click photographs - Photos may exist for this station.
 AB9060
 AB9060.The dynamic height is computed by dividing the NAVD 88
 AB9060.geopotential number by the normal gravity value computed on the
 AB9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9060.degrees latitude (g = 980.6199 gals.).
 AB9060
 AB9060.The modeled gravity was interpolated from observed gravity values.
 AB9060
 AB9060;                    North         East    Units  Estimated Accuracy
 AB9060;SPC SD S     -   226,742.      597,319.      MT  (+/- 10 meters HH2 GPS)
 AB9060
 AB9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9109514353(NAD 83)
 AB9060
 AB9060                          SUPERSEDED SURVEY CONTROL
 AB9060
 AB9060.No superseded survey control is available for this station.
 AB9060
 AB9060_MARKER: DR = REFERENCE MARK DISK
 AB9060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB9060_SP_SET: ABUTMENT
 AB9060_STAMPING: GAGING STATION
 AB9060_MARK LOGO: USGS
 AB9060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB9060+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 AB9060
 AB9060  HISTORY     - Date     Condition        Report By
 AB9060  HISTORY     - UNK      MONUMENTED       USGS
 AB9060  HISTORY     - 19950802 GOOD             NGS
 AB9060  HISTORY     - 20120516 GOOD             INDIV
 AB9060
 AB9060                          STATION DESCRIPTION
 AB9060
 AB9060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9060'0.1 KM (0.05 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9060'IN PIERRE, THENCE 1.4 KM (0.85 MI) NORTHWESTERLY ALONG THE CHICAGO
 AB9060'NORTHWESTERN RAILROAD, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH
 AB9060'END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE
 AB9060'MISSOURI RIVER, 2.1 M (6.9 FT) NORTH OF THE NEAR RAIL, AND 0.3 M (1.0
 AB9060'FT) BELOW THE LEVEL OF THE TRACK.
 AB9060
 AB9060                          STATION RECOVERY (2012)
 AB9060
 AB9060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0687 ***********************************************************************
 PS0687  DESIGNATION -  GANN
 PS0687  PID         -  PS0687
 PS0687  STATE/COUNTY-  SD/BUFFALO
 PS0687  COUNTRY     -  US
 PS0687  USGS QUAD   -  DRY RUN (2017)
 PS0687
 PS0687                         *CURRENT SURVEY CONTROL
 PS0687  ______________________________________________________________________
 PS0687* NAD 83(1996) POSITION- 44 03 00.05787(N) 099 00 51.26455(W)   ADJUSTED
 PS0687* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 PS0687  ______________________________________________________________________
 PS0687  GEOID HEIGHT    -        -25.131 (meters)                     GEOID18
 PS0687  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 PS0687  HORZ ORDER      -  FIRST
 PS0687
 PS0687.The horizontal coordinates were established by classical geodetic methods
 PS0687.and adjusted by the National Geodetic Survey in January 1998.
 PS0687
 PS0687.The orthometric height was scaled from a topographic map.
 PS0687
 PS0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0687.GEOID18 height accuracy estimate available here.
 PS0687
 PS0687.Click photographs - Photos may exist for this station.
 PS0687
 PS0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0687
 PS0687. The following values were computed from the NAD 83(1996) position.
 PS0687
 PS0687;                    North         East     Units Scale Factor Converg.
 PS0687;SPC SD S     -   191,551.342   705,699.231   MT  0.99993521   +0 54 35.9
 PS0687;SPC SD S     -   628,448.03  2,315,281.56   sFT  0.99993521   +0 54 35.9
 PS0687;UTM  14      - 4,877,428.139   498,859.268   MT  0.99960002   -0 00 35.6
 PS0687
 PS0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0687!SPC SD S     -   0.99991734  x   0.99993521  =   0.99985255
 PS0687!UTM  14      -   0.99991734  x   0.99960002  =   0.99951739
 PS0687
 PS0687:                Primary Azimuth Mark                     Grid Az
 PS0687:SPC SD S     -  GANN AZ MK                               088 02 37.6
 PS0687:UTM  14      -  GANN AZ MK                               088 57 49.1
 PS0687
 PS0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9885977428(NAD 83)
 PS0687
 PS0687|---------------------------------------------------------------------|
 PS0687| PID    Reference Object                     Distance      Geod. Az  |
 PS0687|                                                           dddmmss.s |
 PS0687| CO5029 GANN RM 1                            29.877 METERS 05451     |
 PS0687| CO5028 GANN AZ MK                                         0885713.5 |
 PS0687| CO5030 GANN RM 2                            30.931 METERS 26813     |
 PS0687|---------------------------------------------------------------------|
 PS0687
 PS0687                          SUPERSEDED SURVEY CONTROL
 PS0687
 PS0687  NAD 83(1986)-  44 03 00.05670(N)    099 00 51.27148(W) AD(       ) 1
 PS0687  NAD 27      -  44 03 00.08100(N)    099 00 49.92200(W) AD(       ) 1
 PS0687
 PS0687.Superseded values are not recommended for survey control.
 PS0687
 PS0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0687.See file dsdata.pdf to determine how the superseded data were derived.
 PS0687
 PS0687_MARKER: DS = TRIANGULATION STATION DISK
 PS0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0687_STAMPING: GANN 1934
 PS0687_MARK LOGO: CGS
 PS0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0687+STABILITY: SURFACE MOTION
 PS0687
 PS0687  HISTORY     - Date     Condition        Report By
 PS0687  HISTORY     - 1934     MONUMENTED       CGS
 PS0687  HISTORY     - 1948     GOOD             CGS
 PS0687
 PS0687                          STATION DESCRIPTION
 PS0687
 PS0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0687'STATION IS LOCATED ABOUT 600 YARDS W OF THE NE CORNER OF
 PS0687'SEC. 29, T 107 N, R 68 W, AND ABOUT 1-1/3 MILES NW OF GANN
 PS0687'VALLEY, ELVIRA TOWNSHIP.  MARK IS 42 FEET S OF CENTER LINE
 PS0687'OF E-W DIRT ROAD LEADING TO STATION AND E-W FENCE LINE, ON
 PS0687'TOP OF PROMINENT RISE NW OF GANN VALLEY.
 PS0687'
 PS0687'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0687'BRONZE DISKS SET IN CONCRETE.
 PS0687'
 PS0687'REFERENCE MARK NO. 1 IS 12 FEET N OF CENTER LINE OF E-W ROAD,
 PS0687'NE OF STATION.
 PS0687'
 PS0687'REFERENCE MARK NO. 2 IS W OF STATION IN E-W FENCE LINE, 40
 PS0687'FEET S OF CENTER LINE OF E-W ROAD.
 PS0687'
 PS0687'AZIMUTH MARK IS E OF STATION ON N SIDE OF ROAD IN E-W FENCE
 PS0687'LINE, 15 FEET N OF CENTER LINE OF E-W ROAD.  REACHED FROM
 PS0687'STATION BY GOING DUE E FOR 0.7 MILE AND MARK ON LEFT.
 PS0687'
 PS0687'STATION IS REACHED FROM GANN VALLEY BY FOLLOWING STATE HIGHWAY
 PS0687'45 N FOR 1-1/4 MILES TO SECTION LINE ROAD AND TURN LEFT (W)
 PS0687'ON SECTION LINE ROAD AND GO 1.35 MILES TO TOP OF GRADE AND
 PS0687'STATION ON THE LEFT.
 PS0687'
 PS0687'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 PS0687
 PS0687                          STATION RECOVERY (1948)
 PS0687
 PS0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0687'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PS0687'TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO.
 PS0687'1 DID NOT CHECK.  A NEW ROAD HAS CHANGED ALL MEASUREMENTS
 PS0687'SO A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS ABOUT
 PS0687'1-1/2 MILES NORTHWEST OF GANN VALLEY, 29 FEET SOUTH OF THE
 PS0687'APPROXIMATE CENTERLINE OF GRADED ROAD AND 4 FEET NORTH OF
 PS0687'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 PS0687'STAMPED GANN 1934.
 PS0687'
 PS0687'REFERENCE MARK NO. 1 IS 98.02 FEET NORTHEAST OF STATION,
 PS0687'27 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 1
 PS0687'FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PS0687'THE DISK IS STAMPED GANN NO 1 1934.
 PS0687'
 PS0687'REFERENCE MARK NO. 2 IS 101.48 FEET WEST OF STATION, 29 FEET
 PS0687'SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT NORTH
 PS0687'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 PS0687'STAMPED GANN NO 2 1934.
 PS0687'
 PS0687'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE EAST OF STATION, 28
 PS0687'FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD, 2 FEET WEST
 PS0687'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 PS0687'ABOUT 4 INCHES AND THE DISK IS STAMPED GANN AZI 1934.
 PS0687'
 PS0687'TO REACH FROM THE POST OFFICE IN GANN VALLEY GO NORTH ON
 PS0687'STATE HIGHWAY 45 FOR 1.3 MILES TO CROSSROADS.  TURN LEFT
 PS0687'AND GO WEST FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT OR NORTH
 PS0687'SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 1.0 MILE TO
 PS0687'STATION ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 PS0687'
 PS0687'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS
 PS0687'
 PS0687'NOTE--THE ABOVE CONVERSION FROM FEET TO METERS DOES NOT
 PS0687'CHECK.
 PS0687'
 PS0687'A 4 FOOT SIGNAL AT STATION FRANEK 1934 IS VISIBLE FROM THE GROUND.
 PS0687'
 PS0687'A 4 FOOT SIGNAL AT STATION EDEN 1934 IS VISIBLE FROM THE GROUND.
 PS0687'
 PS0687'A 47 FOOT SIGNAL AT STATION ANDERSON IS VISIBLE FROM THE GROUND.
 PS0687'
 PS0687'A 4 FOOT SIGNAL AT STATION CROW IS VISIBLE FROM THE GROUND.
 PS0687'
 PS0687'NOTE--THE CONVERSION FROM FEET TO METERS DO NOT CHECK IN
 PS0687'1934 OBSERVATIONS.
 PS0687'
 PS0687'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DF6326 ***********************************************************************
 DF6326  CBN         -  This is a Cooperative Base Network Control Station.
 DF6326  DESIGNATION -  GANN VALLEY
 DF6326  PID         -  DF6326
 DF6326  STATE/COUNTY-  SD/BUFFALO
 DF6326  COUNTRY     -  US
 DF6326  USGS QUAD   -  GANNVALLEY (2017)
 DF6326
 DF6326                         *CURRENT SURVEY CONTROL
 DF6326  ______________________________________________________________________
 DF6326* NAD 83(2011) POSITION- 44 01 56.75204(N) 098 59 15.74690(W)   ADJUSTED
 DF6326* NAD 83(2011) ELLIP HT-   495.054 (meters)        (06/27/12)   ADJUSTED
 DF6326* NAD 83(2011) EPOCH   -  2010.00
 DF6326* NAVD 88 ORTHO HEIGHT -   520.2   (meters)     1707.    (feet) GPS OBS
 DF6326  ______________________________________________________________________
 DF6326  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6326  GEOID HEIGHT    -        -25.082 (meters)                     GEOID99
 DF6326  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 DF6326  NAD 83(2011) X  -   -717,581.501 (meters)                     COMP
 DF6326  NAD 83(2011) Y  - -4,536,930.899 (meters)                     COMP
 DF6326  NAD 83(2011) Z  -  4,411,027.143 (meters)                     COMP
 DF6326  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 DF6326
 DF6326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF6326  Standards:
 DF6326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF6326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF6326  -------------------------------------------------------------------
 DF6326  NETWORK    1.49   2.82           0.71   0.44   1.44     -0.06247975
 DF6326  -------------------------------------------------------------------
 DF6326  Click here for local accuracies and other accuracy information.
 DF6326
 DF6326.The horizontal coordinates were established by GPS observations
 DF6326.and adjusted by the National Geodetic Survey in June 2012.
 DF6326
 DF6326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF6326.been affixed to the stable North American tectonic plate. See 
 DF6326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF6326
 DF6326.The horizontal coordinates are valid at the epoch date displayed above
 DF6326.which is a decimal equivalence of Year/Month/Day.
 DF6326
 DF6326.The orthometric height was determined by GPS observations and a
 DF6326.high-resolution geoid model.
 DF6326
 DF6326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6326.GEOID18 height accuracy estimate available here.
 DF6326
 DF6326.Click photographs - Photos may exist for this station.
 DF6326
 DF6326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6326
 DF6326.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF6326
 DF6326.The ellipsoidal height was determined by GPS observations
 DF6326.and is referenced to NAD 83.
 DF6326
 DF6326. The following values were computed from the NAD 83(2011) position.
 DF6326
 DF6326;                    North         East     Units Scale Factor Converg.
 DF6326;SPC SD S     -   189,631.915   707,856.770   MT  0.99993295   +0 55 41.8
 DF6326;SPC SD S     -   622,150.71  2,322,360.09   sFT  0.99993295   +0 55 41.8
 DF6326;UTM  14      - 4,875,474.978   500,985.005   MT  0.99960001   +0 00 30.8
 DF6326
 DF6326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6326!SPC SD S     -   0.99992238  x   0.99993295  =   0.99985533
 DF6326!UTM  14      -   0.99992238  x   0.99960001  =   0.99952242
 DF6326
 DF6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0098575474(NAD 83)
 DF6326
 DF6326                          SUPERSEDED SURVEY CONTROL
 DF6326
 DF6326  NAD 83(2007)-  44 01 56.75205(N)    098 59 15.74787(W) AD(2002.00) 0
 DF6326  ELLIP H (02/10/07)  495.093  (m)                       GP(2002.00)    
 DF6326  NAD 83(1996)-  44 01 56.75191(N)    098 59 15.74773(W) AD(       ) A
 DF6326  ELLIP H (06/23/03)  495.091  (m)                       GP(       ) 3 1
 DF6326
 DF6326.Superseded values are not recommended for survey control.
 DF6326
 DF6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6326.See file dsdata.pdf to determine how the superseded data were derived.
 DF6326
 DF6326_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DF6326_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DF6326_STAMPING: GANN VALLEY 2000
 DF6326_MARK LOGO: SDDT
 DF6326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6326+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2012
 DF6326
 DF6326  HISTORY     - Date     Condition        Report By
 DF6326  HISTORY     - 20020926 MONUMENTED       SDDT
 DF6326  HISTORY     - 20121228 GOOD             INDIV
 DF6326
 DF6326                          STATION DESCRIPTION
 DF6326
 DF6326'DESCRIBED BY SD DEPT OF TRANSP 2002 (RAH)
 DF6326'THE STATION IS LOCATED AT THE BUFFALO COUNTY COURT HOUSE PARKING LOT
 DF6326'IN GANN VALLEY.
 DF6326'
 DF6326'TO REACH THE STATION FROM THE JUNCTION OF SOUTH DAKOTA STATE HIGHWAYS
 DF6326'34 AND 45, 30 MILES SOUTH OF MILLER, GO SOUTH ON SOUTH DAKOTA HIGHWAY
 DF6326'45 FOR 3 MILES TO ITS JUNCTION WITH A SECTION LINE ROAD.  TURN RIGHT
 DF6326'ON THE SECTION LINE ROAD TO ITS INTERSECTION WITH A SERVICE ROAD.
 DF6326'TURN LEFT ON THE SERVICE ROAD FOR 0.2 MILES TO ITS JUNCTION WITH A
 DF6326'GRAVEL STREET.  TURN RIGHT ON GRAVEL STREET FOR 180 FEET TO THE
 DF6326'ENTRANCE TO THE COURT HOUSE PARKING LOT ON THE LEFT. PROCEED TO THE
 DF6326'SOUTHWEST CORNER OF THE PARKING LOT.
 DF6326'
 DF6326'THE MARK IS 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OLD JAIL
 DF6326'BLOCK BUILDING, 66.4 FEET NORTHWESTERLY OF A POWER LIGHT POLE, 32 FEET
 DF6326'EAST OF THE END OF THE WEST END OF THE SIDEWALK, AND 6 FEET SOUTH OF
 DF6326'THE SOUTH EDGE OF THE SIDEWALK.
 DF6326'
 DF6326'THE MARK IS A 8 INCH BRASS CAP BEARING THE INSCRIPTION STATE OF SOUTH
 DF6326'DAKOTA CENTER OF POPULATIN 2002 AND BEARING LOGOS FOR, NGS (NGS),
 DF6326'SOUTH DAKOTA DEPARTMENT OF TRANSPORTAION (SDDOT), SOUTH DAKOTA SOCIATY
 DF6326'OF PROFESSIONAL LAND SURVEYORS (SDPLS), AND AMERICAN CONGRESS ON
 DF6326'SURVEYING AND MAPPING.
 DF6326
 DF6326                          STATION RECOVERY (2012)
 DF6326
 DF6326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 DF6326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0923 ***********************************************************************
 PR0923  DESIGNATION -  GARDEN
 PR0923  PID         -  PR0923
 PR0923  STATE/COUNTY-  SD/CLARK
 PR0923  COUNTRY     -  US
 PR0923  USGS QUAD   -  CLARK NORTH (2017)
 PR0923
 PR0923                         *CURRENT SURVEY CONTROL
 PR0923  ______________________________________________________________________
 PR0923* NAD 83(1996) POSITION- 44 56 09.61318(N) 097 39 25.80281(W)   ADJUSTED
 PR0923* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 PR0923  ______________________________________________________________________
 PR0923  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 PR0923  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 PR0923  HORZ ORDER      -  SECOND
 PR0923
 PR0923.The horizontal coordinates were established by classical geodetic methods
 PR0923.and adjusted by the National Geodetic Survey in January 1998.
 PR0923
 PR0923.The orthometric height was scaled from a topographic map.
 PR0923
 PR0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0923.GEOID18 height accuracy estimate available here.
 PR0923
 PR0923.Click photographs - Photos may exist for this station.
 PR0923
 PR0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0923
 PR0923. The following values were computed from the NAD 83(1996) position.
 PR0923
 PR0923;                    North         East     Units Scale Factor Converg.
 PR0923;SPC SD N     -   125,206.645   784,893.753   MT  0.99994112   +1 39 29.2
 PR0923;SPC SD N     -   410,782.13  2,575,105.59   sFT  0.99994112   +1 39 29.2
 PR0923;UTM  14      - 4,976,718.307   605,953.532   MT  0.99973804   +0 56 54.8
 PR0923
 PR0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0923!SPC SD N     -   0.99991728  x   0.99994112  =   0.99985841
 PR0923!UTM  14      -   0.99991728  x   0.99973804  =   0.99965534
 PR0923
 PR0923:                Primary Azimuth Mark                     Grid Az
 PR0923:SPC SD N     -  GARDEN CITY METH CH SPIRE                065 43 04.2
 PR0923:UTM  14      -  GARDEN CITY METH CH SPIRE                066 25 38.6
 PR0923
 PR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0595376718(NAD 83)
 PR0923
 PR0923|---------------------------------------------------------------------|
 PR0923| PID    Reference Object                     Distance      Geod. Az  |
 PR0923|                                                           dddmmss.s |
 PR0923| PR0916 GARDEN CITY METH CH SPIRE           APPROX. 6.5 KM 0672233.4 |
 PR0923| CO5033 GARDEN RM 2                          20.979 METERS 09236     |
 PR0923| PR0921 CLARK MUNICIPAL TANK                APPROX. 9.0 KM 2260705.1 |
 PR0923| CO5032 GARDEN RM 1                          10.330 METERS 35939     |
 PR0923|---------------------------------------------------------------------|
 PR0923
 PR0923                          SUPERSEDED SURVEY CONTROL
 PR0923
 PR0923  NAD 83(1986)-  44 56 09.61297(N)    097 39 25.78737(W) AD(       ) 2
 PR0923  NAD 27      -  44 56 09.74096(N)    097 39 24.48739(W) AD(       ) 2
 PR0923
 PR0923.Superseded values are not recommended for survey control.
 PR0923
 PR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0923.See file dsdata.pdf to determine how the superseded data were derived.
 PR0923
 PR0923_MARKER: DS = TRIANGULATION STATION DISK
 PR0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0923_STAMPING: GARDEN 1952
 PR0923_MARK LOGO: CGS
 PR0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0923+STABILITY: SURFACE MOTION
 PR0923
 PR0923  HISTORY     - Date     Condition        Report By
 PR0923  HISTORY     - 1952     MONUMENTED       CGS
 PR0923  HISTORY     - 1972     SEE DESCRIPTION  USGS
 PR0923  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0923  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PR0923
 PR0923                          STATION DESCRIPTION
 PR0923
 PR0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0923'THE STATION IS ABOUT 0.05 MILE NORTH OF THE SOUTHEAST CORNER OF
 PR0923'SEC. 15, T 117 N, R 57 W, ABOUT 4 MILES EAST AND 4 MILES NORTH
 PR0923'OF CLARK, 3-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF GARDEN CITY,
 PR0923'ON THE RIGHT OF WAY OF STATE HIGHWAY 12.  IT IS 37 FEET WEST OF
 PR0923'THE CENTER OF THE HIGHWAY, 27 FEET NORTH OF A POWERLINE POLE AND
 PR0923'8 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 PR0923'
 PR0923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PR0923'STATE HIGHWAY 25, 4 MILES EAST OF CLARK, GO NORTH ON HIGHWAY 25
 PR0923'FOR 4.25 MILES TO A CROSSROADS, (THE AZIMUTH MARK IS 0.25 MILE
 PR0923'WEST OF THIS POINT) CONTINUE NORTH 0.05 MILE TO THE STATION ON THE
 PR0923'LEFT.
 PR0923'
 PR0923'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PR0923'STAMPED GARDEN 1952.
 PR0923'
 PR0923'REFERENCE MARK 1 IS 37 FEET WEST OF THE CENTER OF THE HIGHWAY.  THE
 PR0923'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED GARDEN NO 1 1952.
 PR0923'
 PR0923'REFERENCE MARK 2 IS 32 FEET EAST OF THE CENTER OF THE HIGHWAY
 PR0923'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE
 PR0923'DISK IS STAMPED GARDEN NO 2 1952.
 PR0923'
 PR0923'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 PR0923'4 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 2 FEET
 PR0923'EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 PR0923'DISK IS STAMPED GARDEN 1952.
 PR0923
 PR0923                          STATION RECOVERY (1972)
 PR0923
 PR0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 PR0923'STATE HIGHWAY 12 WAS WIDENED IN THIS AREA.
 PR0923'
 PR0923'NO CONTROL MARKS WERE FOUND.  ALL ARE PRESUMED TO BE DESTROYED.
 PR0923
 PR0923                          STATION RECOVERY (1973)
 PR0923
 PR0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (TAA)
 PR0923'SEARCHED FOR MARK WITH MINE DETECTOR BUT NOT FOUND.
 PR0923'
 PR0923'MEASUREMENTS PLACE MARK IN CENTERLINE OF DITCH.
 PR0923
 PR0923                          STATION RECOVERY (1973)
 PR0923
 PR0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PR0923'THE STATION HAS BEEN DESTROYED.  NO TRACE OF ANY OF THE MARKS
 PR0923'COULD BE FOUND.  THE STATION AND REFERENCE MARKS HAVE APPARENTLY
 PR0923'BEEN GRADED OUT.  THE AZIMUTH MARK ALSO APPEARED TO HAVE BEEN
 PR0923'GRADED OUT DURING ROAD IMPROVEMENTS.
 PR0923'
 PR0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0923'ABOUT 4 MILES SW OF GARDEN CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0916 ***********************************************************************
 PR0916  DESIGNATION -  GARDEN CITY METH CH SPIRE
 PR0916  PID         -  PR0916
 PR0916  STATE/COUNTY-  SD/CLARK
 PR0916  COUNTRY     -  US
 PR0916  USGS QUAD   -  GARDEN CITY (2017)
 PR0916
 PR0916                         *CURRENT SURVEY CONTROL
 PR0916  ______________________________________________________________________
 PR0916* NAD 83(1996) POSITION- 44 57 30.19108(N) 097 34 53.18099(W)   ADJUSTED
 PR0916  ______________________________________________________________________
 PR0916  GEOID HEIGHT    -        -24.776 (meters)                     GEOID18
 PR0916  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 PR0916  HORZ ORDER      -  THIRD
 PR0916
 PR0916.The horizontal coordinates were established by classical geodetic methods
 PR0916.and adjusted by the National Geodetic Survey in January 1998.
 PR0916
 PR0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0916.GEOID18 height accuracy estimate available here.
 PR0916
 PR0916.Click photographs - Photos may exist for this station.
 PR0916
 PR0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0916
 PR0916. The following values were computed from the NAD 83(1996) position.
 PR0916
 PR0916;                    North         East     Units Scale Factor Converg.
 PR0916;SPC SD N     -   127,868.547   790,794.099   MT  0.99994042   +1 42 42.1
 PR0916;SPC SD N     -   419,515.39  2,594,463.64   sFT  0.99994042   +1 42 42.1
 PR0916;UTM  14      - 4,979,306.448   611,885.228   MT  0.99975393   +1 00 08.8
 PR0916
 PR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1188579306(NAD 83)
 PR0916
 PR0916                          SUPERSEDED SURVEY CONTROL
 PR0916
 PR0916  NAD 83(1986)-  44 57 30.19052(N)    097 34 53.16508(W) AD(       ) 3
 PR0916  NAD 27      -  44 57 30.33200(N)    097 34 51.88100(W) AD(       ) 3
 PR0916
 PR0916.Superseded values are not recommended for survey control.
 PR0916
 PR0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0916.See file dsdata.pdf to determine how the superseded data were derived.
 PR0916
 PR0916_MARKER: 90 = CHURCH SPIRE
 PR0916
 PR0916  HISTORY     - Date     Condition        Report By
 PR0916  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0916  HISTORY     - 1952     GOOD             CGS
 PR0916
 PR0916                          STATION DESCRIPTION
 PR0916
 PR0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0916'THIS STATION IS THE BASE OF THE FINIAL ON THE SPIRE OF THE GARDEN
 PR0916'CITY METHODIST CHURCH.  THE CHURCH IS A WHITE WOODEN BUILDING
 PR0916'WITH A SQUARE WHITE WOODEN TOWER AT THE SW CORNER OVER THE
 PR0916'ENTRANCE.  THE UPPER PART OF THE TOWER IS AN OPEN BELFRY
 PR0916'WITH WOODEN RAILINGS ACROSS THE OPENINGS.  THE TOWER IS
 PR0916'SURMOUNTED BY A SHORT SQUARE SHINGLE SPIRE WITH A FINIAL
 PR0916'AT THE TIP.  THE FINIAL HAS A LARGE BALL AT THE BASE AND A
 PR0916'SMALLER BALL AT THE TIP AND A WIND DIRECTION INDICATOR BETWEEN
 PR0916'THE BALLS.  THE BASE OF THE SPIRE IS FLARED OUTWARD FORMING
 PR0916'WIDE EAVES OVER THE BELFRY.  THE SPIRE IS ABOUT 60 FEET HIGH
 PR0916'AND IS QUITE PROMINENT.  IT IS THE ONLY SPIRE IN TOWN.
 PR0916'
 PR0916'THE CHURCH IS NEAR THE CENTER OF GARDEN CITY, AT THE NE
 PR0916'CORNER OF THE FIRST STREET N OF THE MAIN STREET OF TOWN
 PR0916'AND THE MAIN N-S STREET OF TOWN WHICH IS THE SECOND STREET E
 PR0916'OF A RAILROAD TRACK.
 PR0916'
 PR0916'THE STATION WAS OBSERVED FROM HENRY, NAPLES, AND CLARK MAGNETIC.
 PR0916
 PR0916                          STATION RECOVERY (1952)
 PR0916
 PR0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0916'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0435 ***********************************************************************
 QQ0435  DESIGNATION -  GARDNER
 QQ0435  PID         -  QQ0435
 QQ0435  STATE/COUNTY-  SD/DAY
 QQ0435  COUNTRY     -  US
 QQ0435  USGS QUAD   -  WEBSTER (2018)
 QQ0435
 QQ0435                         *CURRENT SURVEY CONTROL
 QQ0435  ______________________________________________________________________
 QQ0435* NAD 83(1996) POSITION- 45 20 27.14570(N) 097 33 13.07786(W)   ADJUSTED
 QQ0435* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 QQ0435  ______________________________________________________________________
 QQ0435  GEOID HEIGHT    -        -24.967 (meters)                     GEOID18
 QQ0435  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 QQ0435  HORZ ORDER      -  SECOND
 QQ0435
 QQ0435.The horizontal coordinates were established by classical geodetic methods
 QQ0435.and adjusted by the National Geodetic Survey in January 1998.
 QQ0435
 QQ0435.The orthometric height was scaled from a topographic map.
 QQ0435
 QQ0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0435.GEOID18 height accuracy estimate available here.
 QQ0435
 QQ0435.Click photographs - Photos may exist for this station.
 QQ0435
 QQ0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0435
 QQ0435. The following values were computed from the NAD 83(1996) position.
 QQ0435
 QQ0435;                    North         East     Units Scale Factor Converg.
 QQ0435;SPC SD N     -   170,420.227   791,702.769   MT  0.99995187   +1 43 53.0
 QQ0435;SPC SD N     -   559,120.36  2,597,444.83   sFT  0.99995187   +1 43 53.0
 QQ0435;UTM  14      - 5,021,835.769   613,317.787   MT  0.99975788   +1 01 44.1
 QQ0435
 QQ0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0435!SPC SD N     -   0.99991357  x   0.99995187  =   0.99986545
 QQ0435!UTM  14      -   0.99991357  x   0.99975788  =   0.99967147
 QQ0435
 QQ0435:                Primary Azimuth Mark                     Grid Az
 QQ0435:SPC SD N     -  GARDNER AZ MK                            086 17 44.8
 QQ0435:UTM  14      -  GARDNER AZ MK                            086 59 53.7
 QQ0435
 QQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1331721835(NAD 83)
 QQ0435
 QQ0435|---------------------------------------------------------------------|
 QQ0435| PID    Reference Object                     Distance      Geod. Az  |
 QQ0435|                                                           dddmmss.s |
 QQ0435| CO5034 GARDNER AZ MK                                      0880137.8 |
 QQ0435| CO5035 GARDNER RM 1                         11.008 METERS 09045     |
 QQ0435| QQ0431 WEBSTER WATER WORKS TANK            APPROX. 2.7 KM 1021110.6 |
 QQ0435| CO5036 GARDNER RM 2                         13.930 METERS 27049     |
 QQ0435|---------------------------------------------------------------------|
 QQ0435
 QQ0435                          SUPERSEDED SURVEY CONTROL
 QQ0435
 QQ0435  NAD 83(1986)-  45 20 27.14485(N)    097 33 13.06435(W) AD(       ) 2
 QQ0435  NAD 27      -  45 20 27.29897(N)    097 33 11.74169(W) AD(       ) 2
 QQ0435
 QQ0435.Superseded values are not recommended for survey control.
 QQ0435
 QQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0435.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0435
 QQ0435_MARKER: DS = TRIANGULATION STATION DISK
 QQ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0435_STAMPING: GARDNER 1952
 QQ0435_MARK LOGO: CGS
 QQ0435_PROJECTION: FLUSH
 QQ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0435+STABILITY: SURFACE MOTION
 QQ0435
 QQ0435  HISTORY     - Date     Condition        Report By
 QQ0435  HISTORY     - 1952     MONUMENTED       CGS
 QQ0435  HISTORY     - 1973     SEE DESCRIPTION  USGS
 QQ0435
 QQ0435                          STATION DESCRIPTION
 QQ0435
 QQ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0435'THE STATION IS ABOUT 1-1/2 MILES WEST OF WEBSTER, IN THE NORTHEAST
 QQ0435'1/4 SEC. 33, T 122 N, R 56 W, ON LAND OWNED BY JOHN GARDNER.  IT
 QQ0435'IS 34 FEET SOUTHEAST OF THE CENTER OF A T-JUNCTION, 29 FEET NORTH
 QQ0435'OF A POWERLINE POLE, 6 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 QQ0435'WITNESS POST AND 6 FEET NORTHEAST OF A FENCE CORNER.
 QQ0435'
 QQ0435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QQ0435'STATE HIGHWAY 25 AT THE NORTH EDGE OF WEBSTER, GO WEST ON HIGHWAY
 QQ0435'12 FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST
 QQ0435'0.3 MILE TO THE STATION ON THE LEFT.
 QQ0435'
 QQ0435'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0435'GARDNER 1952.
 QQ0435'
 QQ0435'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 QQ0435'AND 4 FEET NORTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND
 QQ0435'AND THE DISK IS STAMPED GARDNER NO 1 1952.
 QQ0435'
 QQ0435'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 QQ0435'AND 4 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND
 QQ0435'AND THE DISK IS STAMPED GARDNER NO 2 1952.
 QQ0435'
 QQ0435'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QQ0435'3 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST, 3 FEET SOUTH
 QQ0435'OF A FENCE AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK
 QQ0435'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GARDNER 1952.
 QQ0435
 QQ0435                          STATION RECOVERY (1973)
 QQ0435
 QQ0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LLA)
 QQ0435'MR. JOHN GARDNER, ON WHOSE FARM THE MARK WAS ESTABLISHED, STATED
 QQ0435'THAT HIGHWAY 12 HAD BEEN WIDENED AND THAT A LARGE HUMP WHERE
 QQ0435'THE STATION MARK HAD BEEN WAS EXCAVATED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0659 ***********************************************************************
 PS0659  DESIGNATION -  GARFIELD PEAK
 PS0659  PID         -  PS0659
 PS0659  STATE/COUNTY-  SD/HAND
 PS0659  COUNTRY     -  US
 PS0659  USGS QUAD   -  ROCKHAM SW (2017)
 PS0659
 PS0659                         *CURRENT SURVEY CONTROL
 PS0659  ______________________________________________________________________
 PS0659* NAD 83(1996) POSITION- 44 47 43.94535(N) 098 59 53.09905(W)   ADJUSTED
 PS0659* NAVD 88 ORTHO HEIGHT -   473.175 (meters)     1552.41  (feet) ADJUSTED
 PS0659  ______________________________________________________________________
 PS0659  GEOID HEIGHT    -        -24.153 (meters)                     GEOID18
 PS0659  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 PS0659  DYNAMIC HEIGHT  -        473.104 (meters)     1552.18  (feet) COMP
 PS0659  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PS0659
 PS0659  HORZ ORDER      -  SECOND
 PS0659  VERT ORDER      -  FIRST     CLASS II
 PS0659
 PS0659.The horizontal coordinates were established by classical geodetic methods
 PS0659.and adjusted by the National Geodetic Survey in January 1998.
 PS0659
 PS0659.The orthometric height was determined by differential leveling and
 PS0659.adjusted by the NATIONAL GEODETIC SURVEY
 PS0659.in July 1998.
 PS0659
 PS0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0659.GEOID18 height accuracy estimate available here.
 PS0659
 PS0659.Click photographs - Photos may exist for this station.
 PS0659
 PS0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0659
 PS0659.The dynamic height is computed by dividing the NAVD 88
 PS0659.geopotential number by the normal gravity value computed on the
 PS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0659.degrees latitude (g = 980.6199 gals.).
 PS0659
 PS0659.The modeled gravity was interpolated from observed gravity values.
 PS0659
 PS0659. The following values were computed from the NAD 83(1996) position.
 PS0659
 PS0659;                    North         East     Units Scale Factor Converg.
 PS0659;SPC SD N     -   107,412.934   679,272.364   MT  0.99994902   +0 42 32.7
 PS0659;SPC SD N     -   352,403.93  2,228,579.41   sFT  0.99994902   +0 42 32.7
 PS0659;UTM  14      - 4,960,237.937   500,151.620   MT  0.99960000   +0 00 04.9
 PS0659
 PS0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0659!SPC SD N     -   0.99992960  x   0.99994902  =   0.99987863
 PS0659!UTM  14      -   0.99992960  x   0.99960000  =   0.99952963
 PS0659
 PS0659:                Primary Azimuth Mark                     Grid Az
 PS0659:SPC SD N     -  GARFIELD PEAK AZ MK                      109 14 53.6
 PS0659:UTM  14      -  GARFIELD PEAK AZ MK                      109 57 21.4
 PS0659
 PS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0015160237(NAD 83)
 PS0659
 PS0659|---------------------------------------------------------------------|
 PS0659| PID    Reference Object                     Distance      Geod. Az  |
 PS0659|                                                           dddmmss.s |
 PS0659| AE4320 GARFIELD PEAK RM 1                   16.647 METERS 04451     |
 PS0659| AE4319 GARFIELD PEAK AZ MK                                1095726.3 |
 PS0659| AE4321 GARFIELD PEAK RM 2                   17.867 METERS 12023     |
 PS0659|---------------------------------------------------------------------|
 PS0659
 PS0659                          SUPERSEDED SURVEY CONTROL
 PS0659
 PS0659  NAD 83(1986)-  44 47 43.94418(N)    098 59 53.10490(W) AD(       ) 2
 PS0659  NAD 27      -  44 47 44.02700(N)    098 59 51.72500(W) AD(       ) 2
 PS0659
 PS0659.Superseded values are not recommended for survey control.
 PS0659
 PS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0659.See file dsdata.pdf to determine how the superseded data were derived.
 PS0659
 PS0659_MARKER: DB = BENCH MARK DISK
 PS0659_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PS0659_STAMPING: GARFIELD PEAK 1948
 PS0659_MARK LOGO: BOR
 PS0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0659+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0659
 PS0659  HISTORY     - Date     Condition        Report By
 PS0659  HISTORY     - 1948     MONUMENTED       BOR
 PS0659  HISTORY     - 19960710 GOOD             NGS
 PS0659
 PS0659                          STATION DESCRIPTION
 PS0659
 PS0659'DESCRIBED BY US BUREAU OF RECLAMATION 1948 (JCT)
 PS0659'THE STATION IS LOCATED ABOUT 18-1/2 MILES NORTH OF MILLER AND
 PS0659'1/2 MILE WEST OF STATE ROUTE 45 ON THE HIGHEST POINT OF A HILL
 PS0659'KNOWN LOCALLY AS GARFIELD PEAK.  IT IS 13 FEET EAST OF THE
 PS0659'EDGE OF A BLUFF AND 17 FEET NORTHWEST OF A WHITE WITNESS POST.
 PS0659'THE DISK IS A STANDARD BUREAU OF RECLAMATION BENCH MARK DISK
 PS0659'SET IN THE TOP OF A 6 X 6 CONCRETE POST WHICH PROJECTS ABOUT
 PS0659'5 INCHES AND IS STAMPED GARFIELD PEAK 1948.
 PS0659'
 PS0659'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  THE MARK
 PS0659'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GARFIELD
 PS0659'PEAK (BOR) 1951.
 PS0659'
 PS0659'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  THE MARK
 PS0659'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GARFIELD PEAK
 PS0659'(BOR) 1951.
 PS0659'
 PS0659'AZIMUTH MARK IS 39 FEET NORTH NORTHWEST OF DRIVE TO FARM HOUSE,
 PS0659'4 FEET WEST NORTHWEST OF A CORNER POST AND 2.5 FEET WEST OF
 PS0659'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PS0659'THE DISK IS STAMPED GARFIELD PEAK (BOR) 1951.
 PS0659'
 PS0659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PS0659'AND STATE ROUTE 45 ABOUT 0.7 MILE NORTH OF THE CITY OF MILLER,
 PS0659'GO NORTH ON STATE ROUTE 45 FOR 16.0 MILES TO A SIDE ROAD RIGHT
 PS0659'AND SIGN (MILLER 18 AND REDFIELD 30).  CONTINUE NORTH ON
 PS0659'HIGHWAY FOR 2.0 MILES TO CROSSROADS.  TURN LEFT (WEST) AND
 PS0659'GO 0.25 MILE TO GATE ON RIGHT WHERE DRIVE TURNS LEFT.  TURN
 PS0659'RIGHT THROUGH GATE AND AZIMUTH MARK ON LEFT AS DESCRIBED.  TURN
 PS0659'LEFT AND FOLLOW TRACK ROAD ALONG NORTH SIDE OF FENCE FOR
 PS0659'0.1 MILE TO CORNER.  TURN RIGHT ALONG EAST SIDE OF FENCE FOR
 PS0659'0.05 MILE TO GATE.  PASS THROUGH GATE AND GO NORTHWESTERLY
 PS0659'FOR 0.2 MILE TO TOP OF HILL AND STATION.
 PS0659'
 PS0659'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0659
 PS0659                          STATION RECOVERY (1996)
 PS0659
 PS0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0659'30.7 KM (19.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0659'OFFICE IN MILLER, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG A DRIVEWAY,
 PS0659'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A TRACK ROAD, THENCE 0.4 KM
 PS0659'(0.25 MI) NORTHERLY ALONG A TRACK ROAD, 18.0 M (59.1 FT) NORTHWEST OF
 PS0659'REFERENCE MARK 2, 16.7 M (54.8 FT) SOUTHWEST OF REFERENCE MARK 1, 3.9
 PS0659'M (12.8 FT) WEST OF THE ROAD CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 PS0659'THE ROAD, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 PS0659'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  MARKER IS A
 PS0659'TRIANGULATION STATION DISK (NOT A BENCH MARK DISK AS DESCRIBED IN
 PS0659'1951). NOTE--THE MONUMENT IS ON PROPERTY OWNED BY VINCENT GASPAR, HC
 PS0659'1, BOX 108, ORIENT, SD 57467, TELEPHONE NUMBER (605) 392-2482.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4319 ***********************************************************************
 AE4319  DESIGNATION -  GARFIELD PEAK AZ MK
 AE4319  PID         -  AE4319
 AE4319  STATE/COUNTY-  SD/HAND
 AE4319  COUNTRY     -  US
 AE4319  USGS QUAD   -  ROCKHAM SW (2017)
 AE4319
 AE4319                         *CURRENT SURVEY CONTROL
 AE4319  ______________________________________________________________________
 AE4319* NAD 83(1986) POSITION- 44 47 39.     (N) 098 59 34.     (W)   SCALED
 AE4319* NAVD 88 ORTHO HEIGHT -   457.903 (meters)     1502.30  (feet) ADJUSTED
 AE4319  ______________________________________________________________________
 AE4319  GEOID HEIGHT    -        -24.162 (meters)                     GEOID18
 AE4319  DYNAMIC HEIGHT  -        457.834 (meters)     1502.08  (feet) COMP
 AE4319  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 AE4319
 AE4319  VERT ORDER      -  FIRST     CLASS II
 AE4319
 AE4319.The horizontal coordinates were scaled from a map and have
 AE4319.an estimated accuracy of +/- 6 seconds.
 AE4319
 AE4319.The orthometric height was determined by differential leveling and
 AE4319.adjusted by the NATIONAL GEODETIC SURVEY
 AE4319.in July 1998.
 AE4319
 AE4319.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4319.GEOID18 height accuracy estimate available here.
 AE4319
 AE4319.Click photographs - Photos may exist for this station.
 AE4319
 AE4319.The dynamic height is computed by dividing the NAVD 88
 AE4319.geopotential number by the normal gravity value computed on the
 AE4319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4319.degrees latitude (g = 980.6199 gals.).
 AE4319
 AE4319.The modeled gravity was interpolated from observed gravity values.
 AE4319
 AE4319;                    North         East    Units  Estimated Accuracy
 AE4319;SPC SD N     -   107,270.      679,690.      MT  (+/- 180 meters Scaled)
 AE4319
 AE4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ005600(NAD 83)
 AE4319
 AE4319                          SUPERSEDED SURVEY CONTROL
 AE4319
 AE4319.No superseded survey control is available for this station.
 AE4319
 AE4319_MARKER: DZ = AZIMUTH MARK DISK
 AE4319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4319_STAMPING: GARFIELD PEAK BOR 1951
 AE4319_MARK LOGO: CGS
 AE4319_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4319+STABILITY: SURFACE MOTION
 AE4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4319+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4319
 AE4319  HISTORY     - Date     Condition        Report By
 AE4319  HISTORY     - 1951     MONUMENTED       CGS
 AE4319  HISTORY     - 19960710 GOOD             NGS
 AE4319
 AE4319                          STATION DESCRIPTION
 AE4319
 AE4319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4319'30.7 KM (19.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE4319'OFFICE IN MILLER, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A DRIVEWAY,
 AE4319'16.9 M (55.4 FT) NORTHWEST OF THE DRIVEWAY CENTER, 4.9 M (16.1 FT)
 AE4319'WEST OF THE CENTER OF A TRACK ROAD, 1.1 M (3.6 FT) WEST OF A FENCE
 AE4319'CORNER, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE DRIVEWAY, 0.3 M (1.0 FT)
 AE4319'EAST OF A WITNESS POST, 0.1 M (0.3 FT) NORTH OF A FENCE, AND THE
 AE4319'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AE4319'MONUMENT IS ON PROPERTY OWNED BY VINCENT GASPAR, HC 1, BOX 108,
 AE4319'ORIENT, SD 57467, TELEPHONE NUMBER (605) 392-2482.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4320 ***********************************************************************
 AE4320  DESIGNATION -  GARFIELD PEAK RM 1
 AE4320  PID         -  AE4320
 AE4320  STATE/COUNTY-  SD/HAND
 AE4320  COUNTRY     -  US
 AE4320  USGS QUAD   -  ROCKHAM SW (2017)
 AE4320
 AE4320                         *CURRENT SURVEY CONTROL
 AE4320  ______________________________________________________________________
 AE4320* NAD 83(1986) POSITION- 44 47 44.33   (N) 098 59 52.56   (W)   HD_HELD1
 AE4320* NAVD 88 ORTHO HEIGHT -   471.487 (meters)     1546.87  (feet) ADJUSTED
 AE4320  ______________________________________________________________________
 AE4320  GEOID HEIGHT    -        -24.153 (meters)                     GEOID18
 AE4320  DYNAMIC HEIGHT  -        471.416 (meters)     1546.64  (feet) COMP
 AE4320  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 AE4320
 AE4320  VERT ORDER      -  FIRST     CLASS II
 AE4320
 AE4320.The horizontal coordinates were determined by differentially corrected
 AE4320.hand held GPS observations or other comparable positioning techniques
 AE4320.and have an estimated accuracy of +/- 3 meters.
 AE4320
 AE4320.The orthometric height was determined by differential leveling and
 AE4320.adjusted by the NATIONAL GEODETIC SURVEY
 AE4320.in July 1998.
 AE4320
 AE4320.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4320.GEOID18 height accuracy estimate available here.
 AE4320
 AE4320.Click photographs - Photos may exist for this station.
 AE4320
 AE4320.The dynamic height is computed by dividing the NAVD 88
 AE4320.geopotential number by the normal gravity value computed on the
 AE4320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4320.degrees latitude (g = 980.6199 gals.).
 AE4320
 AE4320.The modeled gravity was interpolated from observed gravity values.
 AE4320
 AE4320;                    North         East    Units  Estimated Accuracy
 AE4320;SPC SD N     -   107,425.0     679,284.1     MT  (+/- 3 meters HH1 GPS) 
 AE4320
 AE4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0016360249(NAD 83)
 AE4320
 AE4320                          SUPERSEDED SURVEY CONTROL
 AE4320
 AE4320.No superseded survey control is available for this station.
 AE4320
 AE4320_MARKER: DR = REFERENCE MARK DISK
 AE4320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4320_STAMPING: GARFIELD PEAK BOR NO 1 1951
 AE4320_MARK LOGO: CGS
 AE4320_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4320_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4320+STABILITY: SURFACE MOTION
 AE4320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4320+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4320
 AE4320  HISTORY     - Date     Condition        Report By
 AE4320  HISTORY     - 1951     MONUMENTED       CGS
 AE4320  HISTORY     - 19960710 GOOD             NGS
 AE4320
 AE4320                          STATION DESCRIPTION
 AE4320
 AE4320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4320'30.7 KM (19.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE4320'OFFICE IN MILLER, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG A DRIVEWAY,
 AE4320'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A TRACK ROAD, THENCE 0.4 KM
 AE4320'(0.25 MI) NORTHERLY ALONG A TRACK ROAD, 21.0 M (68.9 FT) NORTH OF
 AE4320'REFERENCE MARK 2, 16.7 M (54.8 FT) NORTHEAST OF TRIANGULATION STATION
 AE4320'GARFIELD PEAK, 10.8 M (35.4 FT) EAST OF THE ROAD CENTER, 0.5 M (1.6
 AE4320'FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AE4320'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 AE4320'BY VINCENT GASPAR, HC 1, BOX 108, ORIENT, SD 57467, TELEPHONE NUMBER
 AE4320'(605) 392-2482.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4321 ***********************************************************************
 AE4321  DESIGNATION -  GARFIELD PEAK RM 2
 AE4321  PID         -  AE4321
 AE4321  STATE/COUNTY-  SD/HAND
 AE4321  COUNTRY     -  US
 AE4321  USGS QUAD   -  ROCKHAM SW (2017)
 AE4321
 AE4321                         *CURRENT SURVEY CONTROL
 AE4321  ______________________________________________________________________
 AE4321* NAD 83(1986) POSITION- 44 47 43.65   (N) 098 59 52.40   (W)   HD_HELD1
 AE4321* NAVD 88 ORTHO HEIGHT -   472.102 (meters)     1548.89  (feet) ADJUSTED
 AE4321  ______________________________________________________________________
 AE4321  GEOID HEIGHT    -        -24.154 (meters)                     GEOID18
 AE4321  DYNAMIC HEIGHT  -        472.031 (meters)     1548.66  (feet) COMP
 AE4321  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 AE4321
 AE4321  VERT ORDER      -  FIRST     CLASS II
 AE4321
 AE4321.The horizontal coordinates were determined by differentially corrected
 AE4321.hand held GPS observations or other comparable positioning techniques
 AE4321.and have an estimated accuracy of +/- 3 meters.
 AE4321
 AE4321.The orthometric height was determined by differential leveling and
 AE4321.adjusted by the NATIONAL GEODETIC SURVEY
 AE4321.in July 1998.
 AE4321
 AE4321.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4321.GEOID18 height accuracy estimate available here.
 AE4321
 AE4321.Click photographs - Photos may exist for this station.
 AE4321
 AE4321.The dynamic height is computed by dividing the NAVD 88
 AE4321.geopotential number by the normal gravity value computed on the
 AE4321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4321.degrees latitude (g = 980.6199 gals.).
 AE4321
 AE4321.The modeled gravity was interpolated from observed gravity values.
 AE4321
 AE4321;                    North         East    Units  Estimated Accuracy
 AE4321;SPC SD N     -   107,404.0     679,287.8     MT  (+/- 3 meters HH1 GPS) 
 AE4321
 AE4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0016660228(NAD 83)
 AE4321
 AE4321                          SUPERSEDED SURVEY CONTROL
 AE4321
 AE4321.No superseded survey control is available for this station.
 AE4321
 AE4321_MARKER: DR = REFERENCE MARK DISK
 AE4321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4321_STAMPING: GARFIELD PEAK BOR NO 2 1951
 AE4321_MARK LOGO: CGS
 AE4321_PROJECTION: PROJECTING 10 CENTIMETERS
 AE4321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4321+STABILITY: SURFACE MOTION
 AE4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4321+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4321
 AE4321  HISTORY     - Date     Condition        Report By
 AE4321  HISTORY     - 1951     MONUMENTED       CGS
 AE4321  HISTORY     - 19960710 GOOD             NGS
 AE4321
 AE4321                          STATION DESCRIPTION
 AE4321
 AE4321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4321'30.7 KM (19.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE4321'OFFICE IN MILLER, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG A DRIVEWAY,
 AE4321'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A TRACK ROAD, THENCE 0.4 KM
 AE4321'(0.25 MI) NORTHERLY ALONG A TRACK ROAD, 21.0 M (68.9 FT) SOUTH OF
 AE4321'REFERENCE MARK 1, 18.0 M (59.1 FT) SOUTHEAST OF TRIANGULATION STATION
 AE4321'GARFIELD PEAK, 3.9 M (12.8 FT) EAST OF THE ROAD CENTER, 0.3 M (1.0 FT)
 AE4321'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AE4321'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AE4321'VINCENT GASPAR, HC 1, BOX 108, ORIENT, SD 57467, TELEPHONE NUMBER
 AE4321'(605) 392-2482.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0770 ***********************************************************************
 OQ0770  DESIGNATION -  GARRETSON CONG CH SHORT STEEPL
 OQ0770  PID         -  OQ0770
 OQ0770  STATE/COUNTY-  SD/MINNEHAHA
 OQ0770  COUNTRY     -  US
 OQ0770  USGS QUAD   -  GARRETSON WEST (2017)
 OQ0770
 OQ0770                         *CURRENT SURVEY CONTROL
 OQ0770  ______________________________________________________________________
 OQ0770* NAD 83(1996) POSITION- 43 42 49.13951(N) 096 30 04.13576(W)   ADJUSTED
 OQ0770  ______________________________________________________________________
 OQ0770  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 OQ0770  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 OQ0770  HORZ ORDER      -  THIRD
 OQ0770
 OQ0770.The horizontal coordinates were established by classical geodetic methods
 OQ0770.and adjusted by the National Geodetic Survey in January 1998.
 OQ0770
 OQ0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0770.GEOID18 height accuracy estimate available here.
 OQ0770
 OQ0770.Click photographs - Photos may exist for this station.
 OQ0770
 OQ0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0770
 OQ0770. The following values were computed from the NAD 83(1996) position.
 OQ0770
 OQ0770;                    North         East     Units Scale Factor Converg.
 OQ0770;SPC SD S     -   160,464.405   908,701.437   MT  0.99990825   +2 38 37.1
 OQ0770;SPC SD S     -   526,456.97  2,981,297.96   sFT  0.99990825   +2 38 37.1
 OQ0770;UTM  14      - 4,843,103.959   701,307.164   MT  1.00009848   +1 43 38.7
 OQ0770
 OQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0130743103(NAD 83)
 OQ0770
 OQ0770                          SUPERSEDED SURVEY CONTROL
 OQ0770
 OQ0770  NAD 83(1995)-  43 42 49.14308(N)    096 30 04.12100(W) AD(       ) 3
 OQ0770  NAD 83(1986)-  43 42 49.14204(N)    096 30 04.11390(W) AD(       ) 3
 OQ0770  NAD 27      -  43 42 49.24000(N)    096 30 02.96000(W) AD(       ) 3
 OQ0770
 OQ0770.Superseded values are not recommended for survey control.
 OQ0770
 OQ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0770.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0770
 OQ0770_MARKER: 90 = CHURCH SPIRE
 OQ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0770+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0770
 OQ0770  HISTORY     - Date     Condition        Report By
 OQ0770  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0770  HISTORY     - 1935     GOOD             CGS
 OQ0770  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0770
 OQ0770                          STATION DESCRIPTION
 OQ0770
 OQ0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0770'THIS MARK IS THE SAME AS IN 1927.
 OQ0770
 OQ0770                          STATION RECOVERY (2012)
 OQ0770
 OQ0770'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0727 ***********************************************************************
 QS0727  DESIGNATION -  GARY
 QS0727  PID         -  QS0727
 QS0727  STATE/COUNTY-  SD/WALWORTH
 QS0727  COUNTRY     -  US
 QS0727  USGS QUAD   -  AKASKA NE (2017)
 QS0727
 QS0727                         *CURRENT SURVEY CONTROL
 QS0727  ______________________________________________________________________
 QS0727* NAD 83(1996) POSITION- 45 26 18.47606(N) 100 02 16.21755(W)   ADJUSTED
 QS0727* NAVD 88 ORTHO HEIGHT -   610.637 (meters)     2003.40  (feet) ADJUSTED
 QS0727  ______________________________________________________________________
 QS0727  GEOID HEIGHT    -        -22.234 (meters)                     GEOID18
 QS0727  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 QS0727  DYNAMIC HEIGHT  -        610.572 (meters)     2003.19  (feet) COMP
 QS0727  MODELED GRAVITY -    980,489.7   (mgal)                       NAVD 88
 QS0727
 QS0727  HORZ ORDER      -  SECOND
 QS0727  VERT ORDER      -  FIRST     CLASS II
 QS0727
 QS0727.The horizontal coordinates were established by classical geodetic methods
 QS0727.and adjusted by the National Geodetic Survey in January 1998.
 QS0727
 QS0727.The orthometric height was determined by differential leveling and
 QS0727.adjusted by the NATIONAL GEODETIC SURVEY
 QS0727.in July 1998.
 QS0727
 QS0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0727.GEOID18 height accuracy estimate available here.
 QS0727
 QS0727.Click photographs - Photos may exist for this station.
 QS0727
 QS0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0727
 QS0727.The dynamic height is computed by dividing the NAVD 88
 QS0727.geopotential number by the normal gravity value computed on the
 QS0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0727.degrees latitude (g = 980.6199 gals.).
 QS0727
 QS0727.The modeled gravity was interpolated from observed gravity values.
 QS0727
 QS0727. The following values were computed from the NAD 83(1996) position.
 QS0727
 QS0727;                    North         East     Units Scale Factor Converg.
 QS0727;SPC SD N     -   178,370.041   597,039.532   MT  0.99996193   -0 01 36.4
 QS0727;SPC SD N     -   585,202.38  1,958,787.20   sFT  0.99996193   -0 01 36.4
 QS0727;UTM  14      - 5,032,184.070   418,828.807   MT  0.99968101   -0 44 22.2
 QS0727
 QS0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0727!SPC SD N     -   0.99990776  x   0.99996193  =   0.99986969
 QS0727!UTM  14      -   0.99990776  x   0.99968101  =   0.99958880
 QS0727
 QS0727:                Primary Azimuth Mark                     Grid Az
 QS0727:SPC SD N     -  SELBY WT                                 003 23 29.1
 QS0727:UTM  14      -  SELBY WT                                 004 06 14.9
 QS0727
 QS0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1882832184(NAD 83)
 QS0727
 QS0727|---------------------------------------------------------------------|
 QS0727| PID    Reference Object                     Distance      Geod. Az  |
 QS0727|                                                           dddmmss.s |
 QS0727| QS0684 SELBY WT                            APPROX. 7.9 KM 0032152.7 |
 QS0727| AE6338 GARY RM 2                            11.039 METERS 08705     |
 QS0727| AE6339 GARY RM 1                            29.352 METERS 35500     |
 QS0727|---------------------------------------------------------------------|
 QS0727
 QS0727                          SUPERSEDED SURVEY CONTROL
 QS0727
 QS0727  NAD 83(1986)-  45 26 18.46605(N)    100 02 16.21768(W) AD(       ) 2
 QS0727  NAD 27      -  45 26 18.50326(N)    100 02 14.77918(W) AD(       ) 2
 QS0727
 QS0727.Superseded values are not recommended for survey control.
 QS0727
 QS0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0727.See file dsdata.pdf to determine how the superseded data were derived.
 QS0727
 QS0727_MARKER: DD = SURVEY DISK
 QS0727_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0727+WITH SETTING: INFORMATION.
 QS0727_STAMPING: GARY ET 1967
 QS0727_MARK LOGO: USGS
 QS0727_PROJECTION: FLUSH
 QS0727_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0727+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 QS0727
 QS0727  HISTORY     - Date     Condition        Report By
 QS0727  HISTORY     - 1967     MONUMENTED       USGS
 QS0727  HISTORY     - 1982     GOOD             LOCSUR
 QS0727  HISTORY     - 19970309 GOOD             NGS
 QS0727  HISTORY     - 20160516 GOOD             DEWDAV
 QS0727
 QS0727                          STATION DESCRIPTION
 QS0727
 QS0727'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0727'THE STATION IS LOCATED APPROX. 5.0 MI S. OF THE TOWN OF SELBY,
 QS0727'T. 123 N., R. 76 W., NEAR THE COR. OF SECS. 28, 29, 32 AND 33.
 QS0727'
 QS0727'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 QS0727'STATE HWY. 103 IN SELBY, GO S. ON U.S. HWY. 83 FOR 4.8 MI TO
 QS0727'CREST OF HILL AND STATION ON LEFT (E.).
 QS0727'
 QS0727'STATION MARK IS 12 FT W. OF END BRUSH LINE TO E., 19 FT S. AND
 QS0727'88 FT E. OF CENTER HWY. OF S. ENTRANCE TO BANGOR MONUMENT ON THE
 QS0727'W. SIDE HWY., 12 FT W. OF USGS WITNESS POST, STAMPED ET GARY
 QS0727'1967.
 QS0727'
 QS0727'REFERENCE MARK NO. 1 IS N. OF THE STATION, 19 FT S. AND 81
 QS0727'FT E. OF CENTER OF HWY. AT FIELD DRIVE E., STAMPED GARY NO. 1
 QS0727'1967.
 QS0727'
 QS0727'REFERENCE MARK NO. 2 IS E. OF THE STATION IN BRUSH LINE TO E.,
 QS0727'36 FT E. OF W. END BRUSH LINE TO E., 124 FT E. OF CENTER OF HWY.
 QS0727'OPPOSITE S. ENTRANCE TO BANGOR MONUMENT.
 QS0727'
 QS0727'AZIMUTH MARK - NONE SET.
 QS0727'
 QS0727'REFERENCE AZIMUTH - TOP CENTER MWT IN TOWN OF SELBY.
 QS0727'
 QS0727'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 QS0727'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES, 12
 QS0727'IN. LONG, FILLED WITHIN 1 IN. OF CAP WITH GRAVEL.
 QS0727'
 QS0727'STANDARD BRACED TRIPOD USED.
 QS0727
 QS0727                          STATION RECOVERY (1982)
 QS0727
 QS0727'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (WDP)
 QS0727'ET GARY RECOVERED GOOD.
 QS0727
 QS0727                          STATION RECOVERY (1997)
 QS0727
 QS0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0727'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0727'STATE HIGHWAY 130 IN SELBY, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG
 QS0727'U.S. HIGHWAY 83, 28.2 M (92.5 FT) SOUTHEAST OF MILEPOST 205, 26.8 M
 QS0727'(87.9 FT) EAST OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) NORTH OF THE
 QS0727'EXTENDED CENTER OF THE SOUTH ENTRANCE TO A HISTORICAL MARKER, 3.6 M
 QS0727'(11.8 FT) WEST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 QS0727'OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND
 QS0727'IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 QS0727
 QS0727                          STATION RECOVERY (2016)
 QS0727
 QS0727'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 QS0727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0617 ***********************************************************************
 QR0617  DESIGNATION -  GARY ET
 QR0617  PID         -  QR0617
 QR0617  STATE/COUNTY-  SD/EDMUNDS
 QR0617  COUNTRY     -  US
 QR0617  USGS QUAD   -  MINA SE (2017)
 QR0617
 QR0617                         *CURRENT SURVEY CONTROL
 QR0617  ______________________________________________________________________
 QR0617* NAD 83(1996) POSITION- 45 19 53.20976(N) 098 50 32.01973(W)   ADJUSTED
 QR0617* NAVD 88 ORTHO HEIGHT -   433.0   (meters)     1421.    (feet) VERTCON3
 QR0617  ______________________________________________________________________
 QR0617  GEOID HEIGHT    -        -23.961 (meters)                     GEOID18
 QR0617  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 QR0617  HORZ ORDER      -  SECOND
 QR0617
 QR0617.The horizontal coordinates were established by classical geodetic methods
 QR0617.and adjusted by the National Geodetic Survey in January 1998.
 QR0617
 QR0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0617
 QR0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0617.GEOID18 height accuracy estimate available here.
 QR0617
 QR0617.Click photographs - Photos may exist for this station.
 QR0617
 QR0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0617
 QR0617. The following values were computed from the NAD 83(1996) position.
 QR0617
 QR0617;                    North         East     Units Scale Factor Converg.
 QR0617;SPC SD N     -   167,124.857   690,751.305   MT  0.99995105   +0 49 09.8
 QR0617;SPC SD N     -   548,308.80  2,266,239.91   sFT  0.99995105   +0 49 09.8
 QR0617;UTM  14      - 5,019,783.156   512,362.969   MT  0.99960188   +0 06 43.9
 QR0617
 QR0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0617!SPC SD N     -   0.99993587  x   0.99995105  =   0.99988692
 QR0617!UTM  14      -   0.99993587  x   0.99960188  =   0.99953778
 QR0617
 QR0617:                Primary Azimuth Mark                     Grid Az
 QR0617:SPC SD N     -  IPSWICH MUNICIPAL TANK                   310 01 54.2
 QR0617:UTM  14      -  IPSWICH MUNICIPAL TANK                   310 44 20.1
 QR0617
 QR0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1236219783(NAD 83)
 QR0617
 QR0617|---------------------------------------------------------------------|
 QR0617| PID    Reference Object                     Distance      Geod. Az  |
 QR0617|                                                           dddmmss.s |
 QR0617| CO5040 GARY ET RM 1                         13.780 METERS 09137     |
 QR0617| CO5041 GARY ET RM 2                         18.491 METERS 27002     |
 QR0617| QR0663 IPSWICH MUNICIPAL TANK              APPROX.19.3 KM 3105104.0 |
 QR0617|---------------------------------------------------------------------|
 QR0617
 QR0617                          SUPERSEDED SURVEY CONTROL
 QR0617
 QR0617  NAD 83(1986)-  45 19 53.22355(N)    098 50 32.01398(W) AD(       ) 2
 QR0617  NAD 27      -  45 19 53.31265(N)    098 50 30.63270(W) AD(       ) 2
 QR0617  NGVD 29 (07/19/86)  432.7    (m)         1420.     (f) VERT ANG       
 QR0617
 QR0617.Superseded values are not recommended for survey control.
 QR0617
 QR0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0617.See file dsdata.pdf to determine how the superseded data were derived.
 QR0617
 QR0617_MARKER: DD = SURVEY DISK
 QR0617_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0617+WITH SETTING: INFORMATION.
 QR0617_STAMPING: ET GARY 1970
 QR0617_MARK LOGO: USGS
 QR0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0617
 QR0617  HISTORY     - Date     Condition        Report By
 QR0617  HISTORY     - 1970     MONUMENTED       USGS
 QR0617
 QR0617                          STATION DESCRIPTION
 QR0617
 QR0617'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0617'STATION IS ABOUT 12.2 MI SE OF IPSWICH, ABOUT 730 FT E. OF A
 QR0617'T-RD. S. AT THE COR. OF SECS. 1, 6, 31 AND 36.  TS. 121 AND 122 N.,
 QR0617'RS. 66 AND 67 W.
 QR0617'
 QR0617'TO REACH THE STATION FROM THE JCT. OF U.S. 12 AND ST. HWY. 45
 QR0617'IN IPSWICH, GO S. ON ST. HWY. 45 8.0 MI TO A CROSSROAD (MACADAM
 QR0617'RD. N., S., AND E.), TURN LEFT (E.) AND GO 9.05 MI TO THE
 QR0617'STATION ON THE RIGHT (S.) SIDE OF THE RD.
 QR0617'
 QR0617'STATION MARK, STAMPED ET GARY 1970 IS 48 FT S. OF THE CENTER OF
 QR0617'THE E.-W. RD., 2 FT N. OF A FENCE AND 93.4 FT ENE. OF A POWER
 QR0617'LINE POLE.
 QR0617'
 QR0617'REFERENCE MARK NO. 1, STAMPED GARY NO 1 1970 IS 48.7 FT S. OF
 QR0617'THE CENTER OF THE E.-W. RD., 1 FT N. OF A FENCE AND 138.6 FT
 QR0617'E. OF A POWER LINE POLE.
 QR0617'
 QR0617'REFERENCE MARK NO. 2, STAMPED GARY NO 2 1970 IS 48.8 FT S. OF
 QR0617'THE CENTER OF THE E.-W. RD., 1 FT N. OF A FENCE AND 93.4 FT E. OF
 QR0617'A POWER LINE POLE.
 QR0617'
 QR0617'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0617'STEEL RODS, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG AND
 QR0617'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARKS 1
 QR0617'AND 2 ARE ABOUT 1 IN. BELOW GROUND SURFACE.
 QR0617'
 QR0617'NO AZIMUTH MARK WAS SET.
 QR0617'
 QR0617'REFERENCE AZIMUTH USED - IPSWICH M.W.T.  POINT OBSERVED IS FINIAL
 QR0617'OF THE IPSWICH MWT LOCATED ABOUT 0.2 MI S. OF THE JCT. OF
 QR0617'U.S. HWY. 12 AND ST. HWY. 45 IN IPSWICH AND ABOUT 150 FT E. OF
 QR0617'ST HWY. 45.  IT IS BEHIND (E.) THE CITY MAINTENANCE BUILDING.  THE
 QR0617'TANK IS PAINTED SILVER WITH A RED COVER, T. 123 N., R. 69 W.,
 QR0617'ABOUT 0.2 MI S. AND ABOUT 150 FT E. OF THE COR. OF SECS. 21, 22,
 QR0617'27 AND 28.
 QR0617'
 QR0617'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0935 ***********************************************************************
 PR0935  DESIGNATION -  GARY MUNICIPAL TANK
 PR0935  PID         -  PR0935
 PR0935  STATE/COUNTY-  SD/DEUEL
 PR0935  COUNTRY     -  US
 PR0935  USGS QUAD   -  GARY (2017)
 PR0935
 PR0935                         *CURRENT SURVEY CONTROL
 PR0935  ______________________________________________________________________
 PR0935* NAD 83(1996) POSITION- 44 47 24.78653(N) 096 27 23.26236(W)   ADJUSTED
 PR0935  ______________________________________________________________________
 PR0935  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 PR0935  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 PR0935  HORZ ORDER      -  THIRD
 PR0935
 PR0935.The horizontal coordinates were established by classical geodetic methods
 PR0935.and adjusted by the National Geodetic Survey in January 1998.
 PR0935
 PR0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0935.GEOID18 height accuracy estimate available here.
 PR0935
 PR0935.Click photographs - Photos may exist for this station.
 PR0935
 PR0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0935
 PR0935. The following values were computed from the NAD 83(1996) position.
 PR0935
 PR0935;                    North         East     Units Scale Factor Converg.
 PR0935;SPC SD N     -   112,466.738   880,310.721   MT  0.99994943   +2 30 28.4
 PR0935;SPC SD N     -   368,984.62  2,888,152.76   sFT  0.99994943   +2 30 28.4
 PR0935;UTM  14      - 4,962,794.132   701,200.473   MT  1.00009782   +1 47 33.2
 PR0935
 PR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0120062794(NAD 83)
 PR0935
 PR0935                          SUPERSEDED SURVEY CONTROL
 PR0935
 PR0935  NAD 83(1986)-  44 47 24.78385(N)    096 27 23.24795(W) AD(       ) 3
 PR0935  NAD 27      -  44 47 24.91100(N)    096 27 22.05500(W) AD(       ) 3
 PR0935
 PR0935.Superseded values are not recommended for survey control.
 PR0935
 PR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0935.See file dsdata.pdf to determine how the superseded data were derived.
 PR0935
 PR0935_MARKER: 53 = ELEVATED TANK
 PR0935
 PR0935  HISTORY     - Date     Condition        Report By
 PR0935  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0935  HISTORY     - 1975     GOOD             NGS
 PR0935
 PR0935                          STATION DESCRIPTION
 PR0935
 PR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0935'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK OF GARY.
 PR0935'TANK IS APPROXIMATELY 125 FEET HIGH AND IS LOCATED IN CENTRAL
 PR0935'PART OF TOWN.
 PR0935
 PR0935                          STATION RECOVERY (1975)
 PR0935
 PR0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (OCO)
 PR0935'THE STATION IS LOCATED IN THE CITY OF GARY IN THE NW 1/4 OF
 PR0935'SECTION 10, T115N, R47W.
 PR0935'
 PR0935'TO REACH THE STATION FROM THE MAIN CROSS STREETS IN GARY GO
 PR0935'SOUTH ON THE NORTH-SOUTH STREET FOR 0.15 MILE TO THE STATION ON
 PR0935'THE LEFT.
 PR0935'
 PR0935'THE OBJECT SIGHTED IS THE CENTER OF THE TOP OF A SILVER,
 PR0935'CYLINDRICAL WATER TANK.  THE TANK, ERECTED IN 1934, IS SUPPORTED
 PR0935'BY 4 LEGS AND IS ABOUT 125 FEET HIGH.
 PR0935'
 PR0935'THE TANK WAS SIGHTED FROM STATIONS JOHNSON 1935, MEHURIN MNHD
 PR0935'1975, AND MOUNT MNHD 1975.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0799 ***********************************************************************
 PT0799  DESIGNATION -  GATE
 PT0799  PID         -  PT0799
 PT0799  STATE/COUNTY-  SD/HAAKON
 PT0799  COUNTRY     -  US
 PT0799  USGS QUAD   -  BOWEN RANCH (2017)
 PT0799
 PT0799                         *CURRENT SURVEY CONTROL
 PT0799  ______________________________________________________________________
 PT0799* NAD 83(1996) POSITION- 44 06 44.98956(N) 101 52 02.61740(W)   ADJUSTED
 PT0799* NAVD 88 ORTHO HEIGHT -   734.432 (meters)     2409.55  (feet) ADJUSTED
 PT0799  ______________________________________________________________________
 PT0799  GEOID HEIGHT    -        -20.343 (meters)                     GEOID18
 PT0799  LAPLACE CORR    -         -8.63  (seconds)                    DEFLEC18
 PT0799  DYNAMIC HEIGHT  -        734.219 (meters)     2408.85  (feet) COMP
 PT0799  MODELED GRAVITY -    980,304.2   (mgal)                       NAVD 88
 PT0799
 PT0799  HORZ ORDER      -  SECOND
 PT0799  VERT ORDER      -  SECOND    CLASS 0
 PT0799
 PT0799.The horizontal coordinates were established by classical geodetic methods
 PT0799.and adjusted by the National Geodetic Survey in January 1998.
 PT0799
 PT0799.The orthometric height was determined by differential leveling and
 PT0799.adjusted by the NATIONAL GEODETIC SURVEY
 PT0799.in June 1991.
 PT0799
 PT0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0799.GEOID18 height accuracy estimate available here.
 PT0799
 PT0799.Click photographs - Photos may exist for this station.
 PT0799
 PT0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0799
 PT0799.The dynamic height is computed by dividing the NAVD 88
 PT0799.geopotential number by the normal gravity value computed on the
 PT0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0799.degrees latitude (g = 980.6199 gals.).
 PT0799
 PT0799.The modeled gravity was interpolated from observed gravity values.
 PT0799
 PT0799. The following values were computed from the NAD 83(1996) position.
 PT0799
 PT0799;                    North         East     Units Scale Factor Converg.
 PT0799;SPC SD S     -   198,788.109   477,205.436   MT  0.99994403   -1 03 29.8
 PT0799;SPC SD S     -   652,190.65  1,565,631.50   sFT  0.99994403   -1 03 29.8
 PT0799;UTM  14      - 4,888,366.090   270,540.977   MT  1.00024760   -1 59 48.4
 PT0799
 PT0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0799!SPC SD S     -   0.99988804  x   0.99994403  =   0.99983208
 PT0799!UTM  14      -   0.99988804  x   1.00024760  =   1.00013561
 PT0799
 PT0799:                Primary Azimuth Mark                     Grid Az
 PT0799:SPC SD S     -  NELS                                     079 32 28.8
 PT0799:UTM  14      -  NELS                                     080 28 47.4
 PT0799
 PT0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7054088366(NAD 83)
 PT0799
 PT0799|---------------------------------------------------------------------|
 PT0799| PID    Reference Object                     Distance      Geod. Az  |
 PT0799|                                                           dddmmss.s |
 PT0799| PT0798 GATE RM 1                            14.594 METERS 00415     |
 PT0799| PT1166 NELS                                APPROX. 6.5 KM 0782859.0 |
 PT0799| PT0797 GATE RM 2                            18.246 METERS 26026     |
 PT0799| PT0800 GATE AZ MK                                         2605300.5 |
 PT0799|---------------------------------------------------------------------|
 PT0799
 PT0799                          SUPERSEDED SURVEY CONTROL
 PT0799
 PT0799  NAD 83(1986)-  44 06 44.98201(N)    101 52 02.61939(W) AD(       ) 2
 PT0799  NAD 27      -  44 06 45.02870(N)    101 52 01.09010(W) AD(       ) 2
 PT0799  NGVD 29 (??/??/92)  733.974  (m)         2408.05   (f) ADJ UNCH    2 0
 PT0799  NGVD 29             733.97   (m)         2408.0    (f) LEVELING    3  
 PT0799
 PT0799.Superseded values are not recommended for survey control.
 PT0799
 PT0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0799.See file dsdata.pdf to determine how the superseded data were derived.
 PT0799
 PT0799_MARKER: DS = TRIANGULATION STATION DISK
 PT0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0799_STAMPING: GATE 1961
 PT0799_MARK LOGO: CGS
 PT0799_PROJECTION: FLUSH
 PT0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0799+STABILITY: SURFACE MOTION
 PT0799
 PT0799  HISTORY     - Date     Condition        Report By
 PT0799  HISTORY     - 1961     MONUMENTED       CGS
 PT0799  HISTORY     - 1962     GOOD             CGS
 PT0799
 PT0799                          STATION DESCRIPTION
 PT0799
 PT0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0799'LOCATED ABOUT 13 MILES NORTHWEST OF PHILIP, 10 MILES NORTH
 PT0799'OF COTTONWOOD AND 0.15 MILE NORTH OF A EAST-WEST GRAVEL ROAD.
 PT0799'IT IS IN THE SE 1/4 SEC. 19, R 19 E, T 2 N.
 PT0799'
 PT0799'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT0799'73 AT THE NORTH EDGE OF PHILIP, GO WESTERLY ON U.S. HIGHWAY
 PT0799'14 FOR 3.1 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH AND
 PT0799'WEST FOR 3.4 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 PT0799'NORTH FOR 4.5 MILES TO A 3 WAY FORK, TAKE RIGHT FORK AND GO
 PT0799'NORTH AND WEST FOR 2.8 MILES TO A SIDE ROAD ON THE RIGHT,
 PT0799'CONTINUE STRAIGHT AHEAD (WEST) FOR 1.0 MILE TO A SIDE ROAD
 PT0799'ON THE RIGHT, TURN RIGHT AND GO NORTH FOR 0.15 MILE TO THE
 PT0799'STATION MARK ON THE RIGHT.
 PT0799'
 PT0799'STATION MARK, A STANDARD DISK STAMPED GATE 1961, IS SET IN
 PT0799'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 PT0799'FLUSH WITH THE SURFACE.  IT IS 37 FEET EAST OF THE CENTER OF THE
 PT0799'NORTH-SOUTH DIRT ROAD, 26 FEET NORTH OF THE CENTER OF A WIRE
 PT0799'GATE AND 4.6 FEET WEST OF A NORTH-SOUTH SECTION LINE FENCE.
 PT0799'
 PT0799'REFERENCE MARK 1, A STANDARD DISK STAMPED GATE NO 1 1961,
 PT0799'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 PT0799'IS FLUSH WITH THE SURFACE.  IT IS 37 FEET EAST OF THE CENTER
 PT0799'OF THE NORTH-SOUTH DIRT ROAD AND 1 FOOT WEST OF THE WIRE FENCE.
 PT0799'
 PT0799'REFERENCE MARK 2, A STANDARD DISK STAMPED GATE NO 2 1961, IS
 PT0799'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT0799'2 INCHES.  IT IS 28 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 PT0799'DIRT ROAD, 15 FEET SOUTH OF THE CENTER OF A WIRE GATE AND 1.6
 PT0799'FEET EAST OF A NORTH-SOUTH SECTION LINE FENCE.
 PT0799'
 PT0799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 PT0799'DIRT ROAD FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND
 PT0799'GO WEST ON A GRAVEL ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 PT0799'IT IS A STANDARD DISK STAMPED GATE 1961, IS SET IN THE TOP
 PT0799'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 PT0799'THE SURFACE.  IT IS 44 FEET NORTH OF THE CENTER OF THE
 PT0799'EAST-WEST GRAVEL ROAD AND 3 FEET NORTH OF THE EAST-WEST FENCE
 PT0799'LINE.
 PT0799'
 PT0799'PICTURE POINT IS THE INTERSECTION OF THE NORTH-SOUTH DIRT
 PT0799'ROAD AND EAST-WEST FIELD ENTRANCE ROADS.  POINT OBSERVED WAS
 PT0799'THE CENTER OF THE NORTH-SOUTH DIRT ROAD.
 PT0799
 PT0799                          STATION RECOVERY (1962)
 PT0799
 PT0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0799'13.6 MI S FROM HILLAND.
 PT0799'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0799'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0799'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0799'5.00 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST
 PT0799'ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 PT0799'ROAD, ON THE CREST OF A SMALL HILL, 34 FEET EAST OF THE CENTER
 PT0799'LINE OF THE ROAD, 47.9 FEET SOUTH OF GATE R.M. 1, 60.0 FEET EAST
 PT0799'OF GATE R.M. 2, 26 FEET NORTH OF THE CENTER OF A WIRE GATE,
 PT0799'3.8 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PT0799'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0800 ***********************************************************************
 PT0800  DESIGNATION -  GATE AZ MK
 PT0800  PID         -  PT0800
 PT0800  STATE/COUNTY-  SD/HAAKON
 PT0800  COUNTRY     -  US
 PT0800  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0800
 PT0800                         *CURRENT SURVEY CONTROL
 PT0800  ______________________________________________________________________
 PT0800* NAD 83(1986) POSITION- 44 06 39.     (N) 101 52 55.     (W)   SCALED
 PT0800* NAVD 88 ORTHO HEIGHT -   722.872 (meters)     2371.62  (feet) ADJUSTED
 PT0800  ______________________________________________________________________
 PT0800  GEOID HEIGHT    -        -20.294 (meters)                     GEOID18
 PT0800  DYNAMIC HEIGHT  -        722.661 (meters)     2370.93  (feet) COMP
 PT0800  MODELED GRAVITY -    980,304.0   (mgal)                       NAVD 88
 PT0800
 PT0800  VERT ORDER      -  SECOND    CLASS 0
 PT0800
 PT0800.The horizontal coordinates were scaled from a map and have
 PT0800.an estimated accuracy of +/- 6 seconds.
 PT0800
 PT0800.The orthometric height was determined by differential leveling and
 PT0800.adjusted by the NATIONAL GEODETIC SURVEY
 PT0800.in June 1991.
 PT0800
 PT0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0800.GEOID18 height accuracy estimate available here.
 PT0800
 PT0800.Click photographs - Photos may exist for this station.
 PT0800
 PT0800.The dynamic height is computed by dividing the NAVD 88
 PT0800.geopotential number by the normal gravity value computed on the
 PT0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0800.degrees latitude (g = 980.6199 gals.).
 PT0800
 PT0800.The modeled gravity was interpolated from observed gravity values.
 PT0800
 PT0800;                    North         East    Units  Estimated Accuracy
 PT0800;SPC SD S     -   198,630.      476,040.      MT  (+/- 180 meters Scaled)
 PT0800
 PT0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP693882(NAD 83)
 PT0800
 PT0800                          SUPERSEDED SURVEY CONTROL
 PT0800
 PT0800  NAD 27      -  44 06 38.91430(N)    101 52 53.94440(W) AD(       ) 2
 PT0800  NGVD 29 (??/??/92)  722.413  (m)         2370.12   (f) ADJ UNCH    2 0
 PT0800  NGVD 29             722.41   (m)         2370.1    (f) LEVELING    3  
 PT0800
 PT0800.Superseded values are not recommended for survey control.
 PT0800
 PT0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0800.See file dsdata.pdf to determine how the superseded data were derived.
 PT0800
 PT0800_MARKER: DZ = AZIMUTH MARK DISK
 PT0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0800_STAMPING: GATE 1961
 PT0800_MARK LOGO: CGS
 PT0800_PROJECTION: FLUSH
 PT0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0800+STABILITY: SURFACE MOTION
 PT0800
 PT0800  HISTORY     - Date     Condition        Report By
 PT0800  HISTORY     - 1961     MONUMENTED       CGS
 PT0800  HISTORY     - 1962     GOOD             CGS
 PT0800
 PT0800                          STATION DESCRIPTION
 PT0800
 PT0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0800'LOCATED ABOUT 13 MILES NORTHWEST OF PHILIP, 10 MILES NORTH
 PT0800'OF COTTONWOOD AND 44 FEET NORTH OF THE CENTER OF A GRAVEL
 PT0800'ROAD IN SECTION 19, R 19 E, T 2 N.
 PT0800'
 PT0800'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PT0800'HIGHWAY 73 ON THE NORTH EDGE OF PHILIP, GO WESTERLY ON U.S.
 PT0800'HIGHWAY 14 FOR 3.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 PT0800'NORTH AND WEST FOR 3.4 MILES TO A FORK.  TAKE RIGHT FORK AND
 PT0800'CONTINUE NORTH FOR 4.5 MILES TO A 3-WAY FORK.  TAKE RIGHT FORK
 PT0800'AND GO NORTH AND WEST FOR 2.8 MILES TO A SIDE ROAD ON THE
 PT0800'RIGHT.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.0 MILE TO
 PT0800'A SIDE ROAD ON THE RIGHT.  CONTINUE WEST FOR 0.7 MILE TO THE
 PT0800'MARK ON THE RIGHT.
 PT0800'
 PT0800'THE MARK IS A STANDARD AZIMUTH DISK STAMPED GATE 1961 SET
 PT0800'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH
 PT0800'WITH THE GROUND.  IT IS 44 FEET NORTH OF THE CENTER OF AN
 PT0800'EAST-WEST GRAVEL ROAD AND 3 FEET NORTH OF THE EAST-WEST FENCE
 PT0800'LINE.
 PT0800
 PT0800                          STATION RECOVERY (1962)
 PT0800
 PT0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0800'14.3 MI S FROM HILLAND.
 PT0800'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0800'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0800'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0800'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES WEST
 PT0800'ALONG A GRAVELED ROAD, 46 FEET NORTH OF THE CENTER LINE OF
 PT0800'THE ROAD, 12 FEET SOUTH OF AN 18-INCH CONCRETE CYLINDER
 PT0800'WHICH PROJECTS 4 FEET, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, 3
 PT0800'FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PT0800'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0798 ***********************************************************************
 PT0798  DESIGNATION -  GATE RM 1
 PT0798  PID         -  PT0798
 PT0798  STATE/COUNTY-  SD/HAAKON
 PT0798  COUNTRY     -  US
 PT0798  USGS QUAD   -  BOWEN RANCH (2017)
 PT0798
 PT0798                         *CURRENT SURVEY CONTROL
 PT0798  ______________________________________________________________________
 PT0798* NAD 83(1986) POSITION- 44 06 45.46   (N) 101 52 02.57   (W)   HD_HELD1
 PT0798* NAVD 88 ORTHO HEIGHT -   734.424 (meters)     2409.52  (feet) ADJUSTED
 PT0798  ______________________________________________________________________
 PT0798  GEOID HEIGHT    -        -20.343 (meters)                     GEOID18
 PT0798  DYNAMIC HEIGHT  -        734.211 (meters)     2408.82  (feet) COMP
 PT0798  MODELED GRAVITY -    980,304.2   (mgal)                       NAVD 88
 PT0798
 PT0798  VERT ORDER      -  SECOND    CLASS 0
 PT0798
 PT0798.The horizontal coordinates were determined by differentially corrected
 PT0798.hand held GPS observations or other comparable positioning techniques
 PT0798.and have an estimated accuracy of +/- 3 meters.
 PT0798
 PT0798.The orthometric height was determined by differential leveling and
 PT0798.adjusted by the NATIONAL GEODETIC SURVEY
 PT0798.in June 1991.
 PT0798
 PT0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0798.GEOID18 height accuracy estimate available here.
 PT0798
 PT0798.Click photographs - Photos may exist for this station.
 PT0798
 PT0798.The dynamic height is computed by dividing the NAVD 88
 PT0798.geopotential number by the normal gravity value computed on the
 PT0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0798.degrees latitude (g = 980.6199 gals.).
 PT0798
 PT0798.The modeled gravity was interpolated from observed gravity values.
 PT0798
 PT0798;                    North         East    Units  Estimated Accuracy
 PT0798;SPC SD S     -   198,802.6     477,206.8     MT  (+/- 3 meters HH1 GPS) 
 PT0798
 PT0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7054288380(NAD 83)
 PT0798
 PT0798                          SUPERSEDED SURVEY CONTROL
 PT0798
 PT0798  NGVD 29 (??/??/92)  733.965  (m)         2408.02   (f) ADJ UNCH    2 0
 PT0798
 PT0798.Superseded values are not recommended for survey control.
 PT0798
 PT0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0798.See file dsdata.pdf to determine how the superseded data were derived.
 PT0798
 PT0798_MARKER: DR = REFERENCE MARK DISK
 PT0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0798_STAMPING: GATE NO 1 1961
 PT0798_MARK LOGO: CGS
 PT0798_PROJECTION: FLUSH
 PT0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0798+STABILITY: SURFACE MOTION
 PT0798
 PT0798  HISTORY     - Date     Condition        Report By
 PT0798  HISTORY     - 1961     MONUMENTED       CGS
 PT0798  HISTORY     - 1962     GOOD             CGS
 PT0798
 PT0798                          STATION DESCRIPTION
 PT0798
 PT0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0798'13.6 MI S FROM HILLAND.
 PT0798'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0798'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0798'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0798'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST
 PT0798'ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 PT0798'ROAD, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 47.9 FEET
 PT0798'NORTH OF GATE 1961, 1.0 FOOT WEST OF A FENCE, ABOUT LEVEL
 PT0798'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0798'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0797 ***********************************************************************
 PT0797  DESIGNATION -  GATE RM 2
 PT0797  PID         -  PT0797
 PT0797  STATE/COUNTY-  SD/HAAKON
 PT0797  COUNTRY     -  US
 PT0797  USGS QUAD   -  BOWEN RANCH (2017)
 PT0797
 PT0797                         *CURRENT SURVEY CONTROL
 PT0797  ______________________________________________________________________
 PT0797* NAD 83(1986) POSITION- 44 06 44.89   (N) 101 52 03.43   (W)   HD_HELD1
 PT0797* NAVD 88 ORTHO HEIGHT -   734.057 (meters)     2408.32  (feet) ADJUSTED
 PT0797  ______________________________________________________________________
 PT0797  GEOID HEIGHT    -        -20.343 (meters)                     GEOID18
 PT0797  DYNAMIC HEIGHT  -        733.844 (meters)     2407.62  (feet) COMP
 PT0797  MODELED GRAVITY -    980,304.2   (mgal)                       NAVD 88
 PT0797
 PT0797  VERT ORDER      -  SECOND    CLASS 0
 PT0797
 PT0797.The horizontal coordinates were determined by differentially corrected
 PT0797.hand held GPS observations or other comparable positioning techniques
 PT0797.and have an estimated accuracy of +/- 3 meters.
 PT0797
 PT0797.The orthometric height was determined by differential leveling and
 PT0797.adjusted by the NATIONAL GEODETIC SURVEY
 PT0797.in June 1991.
 PT0797
 PT0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0797.GEOID18 height accuracy estimate available here.
 PT0797
 PT0797.Click photographs - Photos may exist for this station.
 PT0797
 PT0797.The dynamic height is computed by dividing the NAVD 88
 PT0797.geopotential number by the normal gravity value computed on the
 PT0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0797.degrees latitude (g = 980.6199 gals.).
 PT0797
 PT0797.The modeled gravity was interpolated from observed gravity values.
 PT0797
 PT0797;                    North         East    Units  Estimated Accuracy
 PT0797;SPC SD S     -   198,785.4     477,187.3     MT  (+/- 3 meters HH1 GPS) 
 PT0797
 PT0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7052288363(NAD 83)
 PT0797
 PT0797                          SUPERSEDED SURVEY CONTROL
 PT0797
 PT0797  NGVD 29 (??/??/92)  733.598  (m)         2406.81   (f) ADJ UNCH    2 0
 PT0797
 PT0797.Superseded values are not recommended for survey control.
 PT0797
 PT0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0797.See file dsdata.pdf to determine how the superseded data were derived.
 PT0797
 PT0797_MARKER: DR = REFERENCE MARK DISK
 PT0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0797_STAMPING: GATE NO 2 1961
 PT0797_MARK LOGO: CGS
 PT0797_PROJECTION: FLUSH
 PT0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0797+STABILITY: SURFACE MOTION
 PT0797
 PT0797  HISTORY     - Date     Condition        Report By
 PT0797  HISTORY     - 1961     MONUMENTED       CGS
 PT0797  HISTORY     - 1962     GOOD             CGS
 PT0797
 PT0797                          STATION DESCRIPTION
 PT0797
 PT0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0797'13.6 MI S FROM HILLAND.
 PT0797'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0797'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0797'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0797'5.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST
 PT0797'ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 PT0797'ROAD, 60.0 FEET WEST OF AND ACROSS THE ROAD FROM GATE 1961,
 PT0797'26 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF THE
 PT0797'CENTER OF A WIRE GATE, 2 FEET EAST OF A FENCE, AND SET IN THE
 PT0797'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1883 ***********************************************************************
 NM1883  DESIGNATION -  GAVINS
 NM1883  PID         -  NM1883
 NM1883  STATE/COUNTY-  SD/YANKTON
 NM1883  COUNTRY     -  US
 NM1883  USGS QUAD   -  TABOR NE (2017)
 NM1883
 NM1883                         *CURRENT SURVEY CONTROL
 NM1883  ______________________________________________________________________
 NM1883* NAD 83(1996) POSITION- 42 52 53.91707(N) 097 35 33.86349(W)   ADJUSTED
 NM1883* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 NM1883  ______________________________________________________________________
 NM1883  GEOID HEIGHT    -        -25.700 (meters)                     GEOID18
 NM1883  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 NM1883  HORZ ORDER      -  SECOND
 NM1883
 NM1883.The horizontal coordinates were established by classical geodetic methods
 NM1883.and adjusted by the National Geodetic Survey in January 1998.
 NM1883
 NM1883.The orthometric height was scaled from a topographic map.
 NM1883
 NM1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1883.GEOID18 height accuracy estimate available here.
 NM1883
 NM1883.Click photographs - Photos may exist for this station.
 NM1883
 NM1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1883
 NM1883. The following values were computed from the NAD 83(1996) position.
 NM1883
 NM1883;                    North         East     Units Scale Factor Converg.
 NM1883;SPC SD S     -    64,606.703   823,855.980   MT  0.99998891   +1 53 26.2
 NM1883;SPC SD S     -   211,963.82  2,702,934.16   sFT  0.99998891   +1 53 26.2
 NM1883;UTM  14      - 4,748,632.161   614,924.243   MT  0.99976248   +0 57 27.8
 NM1883
 NM1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1883!SPC SD S     -   0.99993108  x   0.99998891  =   0.99991999
 NM1883!UTM  14      -   0.99993108  x   0.99976248  =   0.99969357
 NM1883
 NM1883:                Primary Azimuth Mark                     Grid Az
 NM1883:SPC SD S     -  GAVINS AZ MK RESET                       336 15 27.9
 NM1883:UTM  14      -  GAVINS AZ MK RESET                       337 11 26.3
 NM1883
 NM1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1492448632(NAD 83)
 NM1883
 NM1883|---------------------------------------------------------------------|
 NM1883| PID    Reference Object                     Distance      Geod. Az  |
 NM1883|                                                           dddmmss.s |
 NM1883| CO3152 GAVINS RM 4                           8.939 METERS 14334     |
 NM1883| CO3150 GAVINS RM 2                          28.133 METERS 19846     |
 NM1883| CO3149 GAVINS RM 1                          38.588 METERS 31716     |
 NM1883| CO3148 GAVINS AZ MK RESET                                 3380854.1 |
 NM1883| CO3147 GAVINS AZ MK                                       3382515.5 |
 NM1883| CO3151 GAVINS RM 3                          10.960 METERS 35506     |
 NM1883|---------------------------------------------------------------------|
 NM1883
 NM1883                          SUPERSEDED SURVEY CONTROL
 NM1883
 NM1883  NAD 83(1995)-  42 52 53.91708(N)    097 35 33.86346(W) AD(       ) 2
 NM1883  NAD 83(1986)-  42 52 53.92652(N)    097 35 33.85716(W) AD(       ) 2
 NM1883  NAD 27      -  42 52 53.93500(N)    097 35 32.62600(W) AD(       ) 2
 NM1883
 NM1883.Superseded values are not recommended for survey control.
 NM1883
 NM1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1883.See file dsdata.pdf to determine how the superseded data were derived.
 NM1883
 NM1883_MARKER: DS = TRIANGULATION STATION DISK
 NM1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1883_STAMPING: GAVINS 1948
 NM1883_MARK LOGO: CGS
 NM1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1883+STABILITY: SURFACE MOTION
 NM1883
 NM1883  HISTORY     - Date     Condition        Report By
 NM1883  HISTORY     - 1948     MONUMENTED       CGS
 NM1883  HISTORY     - 1960     GOOD             CGS
 NM1883  HISTORY     - 1968     GOOD             CGS
 NM1883  HISTORY     - 20111009 GOOD             GEOCAC
 NM1883
 NM1883                          STATION DESCRIPTION
 NM1883
 NM1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1883'STATION IS LOCATED ABOUT 10 MILES WEST NORTHWEST OF YANKTON
 NM1883'ON THE RIGHT OF WAY OF A GRAVEL ROAD.  STATION IS 38 FEET
 NM1883'EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 8 FEET WEST OF
 NM1883'FENCE AND 7 FEET WEST OF WITNESS POST.  THE MARK PROJECTS
 NM1883'ABOUT 4 INCHES AND THE DISK IS STAMPED GAVINS 1948.
 NM1883'
 NM1883'REFERENCE MARK NO. 1 IS 126.60 FEET NORTHWEST OF STATION AND
 NM1883'17 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD.  THE
 NM1883'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GAVINS
 NM1883'NO 1 1948.
 NM1883'
 NM1883'REFERENCE MARK NO. 2 IS 92.30 FEET (SLOPE MEASUREMENT) SOUTHWEST
 NM1883'OF STATION AND 17 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 NM1883'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NM1883'GAVINS NO 2 1948.
 NM1883'
 NM1883'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF STATION, 23
 NM1883'FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 2 FEET EAST
 NM1883'SOUTHEAST OF FENCECORNER AND 1.8 FEET SOUTHEAST OF WITNESS
 NM1883'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NM1883'STAMPED GAVINS 1948.
 NM1883'
 NM1883'TO REACH FROM THE POST OFFICE IN YANKTON GO WEST ON STATE
 NM1883'HIGHWAY 50 FOR 11.4 MILES TO A CROSSROADS.  TURN LEFT AND
 NM1883'GO SOUTH ON GRAVEL ROAD FOR 1.6 MILES TO AZIMUTH MARK ON
 NM1883'RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH
 NM1883'ON GRAVEL ROAD FOR 0.3 MILE TO STATION ON LEFT OR EAST SIDE
 NM1883'OF ROAD AS DESCRIBED.
 NM1883'
 NM1883'A 4 FOOT SIGNAL AT STATION LAKEPORT (MRC) IS VISIBLE FROM
 NM1883'THE GROUND.
 NM1883'
 NM1883'A 4 FOOT SIGNAL AT STATION HERRICK (MRC) IS VISIBLE FROM THE
 NM1883'GROUND.
 NM1883'
 NM1883'A 4 FOOT SIGNAL AT STATION MILEY IS VISIBLE FROM THE GROUND.
 NM1883'
 NM1883'A 4 FOOT SIGNAL AT STATION MILL IS VISIBLE FROM THE GROUND.
 NM1883'
 NM1883'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1883
 NM1883                          STATION RECOVERY (1960)
 NM1883
 NM1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1883'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 NM1883'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN REMOVED
 NM1883'BY THE CORPS OF ENGINEERS IN PREPARATION FOR WIDENING THE
 NM1883'ROAD PAST THIS MARK.  THIS MARK WAS RESET AND ITS DIRECTION
 NM1883'DETERMINED BY INITIALING ON TRIANGULATION STATION LAKEPORT
 NM1883'(MO.R.C.).
 NM1883'
 NM1883'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, TO
 NM1883'THE SOUTHEAST OF A FARMHOUSE OWNED BY MR. GEORGE PETERKA,
 NM1883'48 FEET WEST OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTH OF
 NM1883'THE CENTER LINE OF DRIVEWAY LEADING TO FARMHOUSE AND 2 FEET
 NM1883'WEST OF THE TOP OF THE ROAD BANK.  THE MARK PROJECTS ABOUT
 NM1883'3 INCHES AND THE DISK IS STAMPED GAVINS 1948 RESET 1960.
 NM1883'
 NM1883'TO REACH THE STATION FROM YANKTON, FROM THE POST OFFICE,
 NM1883'GO WEST ON STATE HIGHWAY 50 FOR 11.4 MILES TO CROSSROADS,
 NM1883'TURN LEFT AND GO SOUTH FOR 1.6 MILE TO AZIMUTH MARK ON RIGHT
 NM1883'AS DESCRIBED. CONTINUE SOUTH FOR 0.3 MILE TO SUMMIT OF HILL
 NM1883'AND STATION ON LEFT.
 NM1883'
 NM1883'THE DISTANCE TO R.M. 1 AND R.M. 2 NOT CHECKED IN 1960 BUT
 NM1883'THEY DID NOT APPEAR TO HAVE BEEN DISTURBED.
 NM1883
 NM1883                          STATION RECOVERY (1968)
 NM1883
 NM1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1883'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 NM1883'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND REFERENCE MARK
 NM1883'NO. 2 WAS FOUND TILTED.  REFERENCE MARKS NO. 3 AND 4 WERE SET,
 NM1883'AND REFERENCE MARK NO. 2 WAS DESTROYED AT THE REQUEST OF
 NM1883'THE COUNTY HIGHWAY DEPARTMENT.
 NM1883'
 NM1883'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 NM1883'CONCRETE POST AND STAMPED GAVINS 1948 IS 35 FEET EAST OF
 NM1883'THE CENTERLINE OF ROAD, 10 FEET WEST OF FENCE, 3 FEET EAST
 NM1883'OF EDGE OF DITCH AND 1 FOOT EAST OF A WITNESS POST.  THE
 NM1883'MARK PROJECTS 3 INCHES.
 NM1883'
 NM1883'TO REACH FROM THE POST OFFICE IN YANKTON, GO WEST ON STATE
 NM1883'HIGHWAY NO. 50 FOR 11.4 MILES TO CROSSROADS.  TURN LEFT AND GO
 NM1883'SOUTH ON SURFACED ROAD FOR 1.6 MILES TO AZIMUTH MARK ON RIGHT
 NM1883'(WEST) SIDE OF ROAD.  CONTINUE SOUTH ON SURFACED ROAD FOR 0.35
 NM1883'MILE TO STATION ON LEFT AS DESCRIBED.
 NM1883'
 NM1883'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 NM1883'ROUND CONCRETE POST AND STAMPED GAVINS NO 3 1948 IS 45 FEET
 NM1883'EAST OF THE CENTERLINE OF ROAD, 12 FEET EAST OF EDGE OF DITCH
 NM1883'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS 4 INCHES.
 NM1883'
 NM1883'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF
 NM1883'A ROUND CONCRETE MONUMENT AND STAMPED GAVINS NO 4 1948, IS
 NM1883'45 FEET EAST OF THE CENTERLINE OF ROAD, 12 FEET EAST OF
 NM1883'EDGE OF DITCH AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS 4
 NM1883'INCHES.
 NM1883'
 NM1883'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 NM1883'POST AND STAMPED GAVINS 1948 RESET 1960 IS 44 FEET NORTH
 NM1883'OF FENCE CORNER, 42 FEET SOUTH OF CENTERLINE OF DRIVEWAY
 NM1883'AND 45 FEET WEST OF THE CENTERLINE OF ROAD.  THE MARK PROJECTS
 NM1883'4 INCHES.
 NM1883'
 NM1883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 NM1883'NORTHWEST OF YANKTON
 NM1883
 NM1883                          STATION RECOVERY (2011)
 NM1883
 NM1883'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 NM1883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1858 ***********************************************************************
 NM1858  DESIGNATION -  GAYVILLE TANK
 NM1858  PID         -  NM1858
 NM1858  STATE/COUNTY-  SD/YANKTON
 NM1858  COUNTRY     -  US
 NM1858  USGS QUAD   -  GAYVILLE (2017)
 NM1858
 NM1858                         *CURRENT SURVEY CONTROL
 NM1858  ______________________________________________________________________
 NM1858* NAD 83(1996) POSITION- 42 53 18.90138(N) 097 10 23.86475(W)   ADJUSTED
 NM1858  ______________________________________________________________________
 NM1858  GEOID HEIGHT    -        -25.608 (meters)                     GEOID18
 NM1858  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 NM1858  HORZ ORDER      -  THIRD
 NM1858
 NM1858.The horizontal coordinates were established by classical geodetic methods
 NM1858.and adjusted by the National Geodetic Survey in January 1998.
 NM1858
 NM1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1858.GEOID18 height accuracy estimate available here.
 NM1858
 NM1858.Click photographs - Photos may exist for this station.
 NM1858
 NM1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1858
 NM1858. The following values were computed from the NAD 83(1996) position.
 NM1858
 NM1858;                    North         East     Units Scale Factor Converg.
 NM1858;SPC SD S     -    66,594.103   858,072.070   MT  0.99998738   +2 10 47.8
 NM1858;SPC SD S     -   218,484.15  2,815,191.45   sFT  0.99998738   +2 10 47.8
 NM1858;UTM  14      - 4,750,060.883   649,162.297   MT  0.99987372   +1 14 36.4
 NM1858
 NM1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4916250060(NAD 83)
 NM1858
 NM1858                          SUPERSEDED SURVEY CONTROL
 NM1858
 NM1858  NAD 83(1995)-  42 53 18.90163(N)    097 10 23.86470(W) AD(       ) 3
 NM1858  NAD 83(1986)-  42 53 18.90828(N)    097 10 23.85482(W) AD(       ) 3
 NM1858  NAD 27      -  42 53 18.92900(N)    097 10 22.71400(W) AD(       ) 3
 NM1858
 NM1858.Superseded values are not recommended for survey control.
 NM1858
 NM1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1858.See file dsdata.pdf to determine how the superseded data were derived.
 NM1858
 NM1858_MARKER: 53 = ELEVATED TANK
 NM1858
 NM1858  HISTORY     - Date     Condition        Report By
 NM1858  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1858  HISTORY     - 1948     GOOD             CGS
 NM1858
 NM1858                          STATION DESCRIPTION
 NM1858
 NM1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1858'POINT OBSERVED UPON WAS THE FINIAL OF A BLACK WATER TANK
 NM1858'IN GAYVILLE, POSSIBLY THE MUNICIPAL WATER TANK.  STATION
 NM1858'NOT VISITED.
 NM1858'
 NM1858'OBSERVED UPON FROM STATIONS NIELSEN, WALTON, STYLE, VERMILLION,
 NM1858'AND ORR.
 NM1858
 NM1858                          STATION RECOVERY (1948)
 NM1858
 NM1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1858'THE STATION IS LOCATED IN THE TOWN OF GAYVILLE, 1/2 BLOCK
 NM1858'WEST OF THE POST OFFICE.  IT IS A 4-LEGGED STEEL STRUCTURE,
 NM1858'ABOUT 130 FEET HIGH, AND 30 FEET SQUARE AT THE BASE.  IT
 NM1858'IS A SILVER COLORED TANK WITH A RED TOP.
 NM1858'
 NM1858'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0223 ***********************************************************************
 OR0223  DESIGNATION -  GEDDES AZ MK RESET
 OR0223  PID         -  OR0223
 OR0223  STATE/COUNTY-  SD/CHARLES MIX
 OR0223  COUNTRY     -  US
 OR0223  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0223
 OR0223                         *CURRENT SURVEY CONTROL
 OR0223  ______________________________________________________________________
 OR0223* NAD 83(1986) POSITION- 43 10 09.     (N) 098 42 13.     (W)   SCALED
 OR0223* NAVD 88 ORTHO HEIGHT -   459.55  (meters)     1507.7   (feet) RESET
 OR0223  ______________________________________________________________________
 OR0223  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OR0223  VERT ORDER      -  THIRD
 OR0223
 OR0223.The horizontal coordinates were scaled from a map and have
 OR0223.an estimated accuracy of +/- 6 seconds.
 OR0223
 OR0223.The orthometric height was computed from unverified reset data.
 OR0223
 OR0223.No vertical observational check was made to the station.
 OR0223
 OR0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0223.GEOID18 height accuracy estimate available here.
 OR0223
 OR0223.Click photographs - Photos may exist for this station.
 OR0223
 OR0223;                    North         East    Units  Estimated Accuracy
 OR0223;SPC SD S     -    94,150.      732,510.      MT  (+/- 180 meters Scaled)
 OR0223
 OR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN240796(NAD 83)
 OR0223
 OR0223                          SUPERSEDED SURVEY CONTROL
 OR0223
 OR0223  NGVD 29 (04/17/07)  459.23   (m)         1506.7    (f) RESET       3  
 OR0223
 OR0223.Superseded values are not recommended for survey control.
 OR0223
 OR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0223.See file dsdata.pdf to determine how the superseded data were derived.
 OR0223
 OR0223_MARKER: DZ = AZIMUTH MARK DISK
 OR0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0223_STAMPING: GEDDES AZI 1948 RESET 1974
 OR0223_MARK LOGO: NGS
 OR0223_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0223+STABILITY: SURFACE MOTION
 OR0223
 OR0223  HISTORY     - Date     Condition        Report By
 OR0223  HISTORY     - 1974     MONUMENTED       NGS
 OR0223
 OR0223                          STATION DESCRIPTION
 OR0223
 OR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OR0223'6.2 MI S FROM GEDDES.
 OR0223'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 50 AND THE ROAD
 OR0223'LEADING EAST 1/2 MILE TO GEDDES, GO SOUTH ON HIGHWAY 50 FOR 6.1
 OR0223'MILES TO THE EAST END OF A LONG CURVE TO THE EAST AND THE MARK
 OR0223'ON THE RIGHT, ABOUT 0.05 MILE WEST OF THE EAST END OF THE CURVE,
 OR0223'155 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 55 FEET SOUTH
 OR0223'OF THE EXTENDED LINE OF THE CENTER OF HIGHWAY 50 LEADING EAST,
 OR0223'1.9 FEET WEST OF A METAL WITNESS POST, 1-FOOT NORTH OF A FENCE,
 OR0223'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OR0223'2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0819 ***********************************************************************
 OR0819  DESIGNATION -  GEDDES MUNICIPAL TANK
 OR0819  PID         -  OR0819
 OR0819  STATE/COUNTY-  SD/CHARLES MIX
 OR0819  COUNTRY     -  US
 OR0819  USGS QUAD   -  GEDDES (2017)
 OR0819
 OR0819                         *CURRENT SURVEY CONTROL
 OR0819  ______________________________________________________________________
 OR0819* NAD 83(1996) POSITION- 43 15 07.75548(N) 098 41 48.53026(W)   ADJUSTED
 OR0819  ______________________________________________________________________
 OR0819  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 OR0819  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 OR0819  HORZ ORDER      -  THIRD
 OR0819
 OR0819.The horizontal coordinates were established by classical geodetic methods
 OR0819.and adjusted by the National Geodetic Survey in January 1998.
 OR0819
 OR0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0819.GEOID18 height accuracy estimate available here.
 OR0819
 OR0819.Click photographs - Photos may exist for this station.
 OR0819
 OR0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0819
 OR0819. The following values were computed from the NAD 83(1996) position.
 OR0819
 OR0819;                    North         East     Units Scale Factor Converg.
 OR0819;SPC SD S     -   103,381.867   732,878.125   MT  0.99992718   +1 07 44.2
 OR0819;SPC SD S     -   339,178.68  2,404,450.98   sFT  0.99992718   +1 07 44.2
 OR0819;UTM  14      - 4,788,861.339   524,610.908   MT  0.99960745   +0 12 27.9
 OR0819
 OR0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2461088861(NAD 83)
 OR0819
 OR0819                          SUPERSEDED SURVEY CONTROL
 OR0819
 OR0819  NAD 83(1995)-  43 15 07.75602(N)    098 41 48.53025(W) AD(       ) 3
 OR0819  NAD 83(1986)-  43 15 07.76429(N)    098 41 48.54187(W) AD(       ) 3
 OR0819  NAD 27      -  43 15 07.81300(N)    098 41 47.24700(W) AD(       ) 3
 OR0819
 OR0819.Superseded values are not recommended for survey control.
 OR0819
 OR0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0819.See file dsdata.pdf to determine how the superseded data were derived.
 OR0819
 OR0819_MARKER: 53 = ELEVATED TANK
 OR0819
 OR0819  HISTORY     - Date     Condition        Report By
 OR0819  HISTORY     - 1945     FIRST OBSERVED   CGS
 OR0819  HISTORY     - 1948     GOOD             CGS
 OR0819  HISTORY     - 1973     GOOD             USAF
 OR0819
 OR0819                          STATION DESCRIPTION
 OR0819
 OR0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0819'THE STATION IS LOCATED NEAR THE CENTER OF THE SMALL VILLAGE
 OR0819'OF GEDDES, ABOUT 80 YARDS SW OF THE GEDDES POST OFFICE, 108
 OR0819'FEET S OF A GRADED DIRT ROAD, 51 FEET E OF THE APPROXIMATE
 OR0819'CENTER LINE OF A GRAVELED ROAD, AND 50 FEET W OF THE W BRICK
 OR0819'WALL OF THE GEDDES FIRE DEPARTMENT BUILDING.  THE TANK IS 100
 OR0819'FEET HIGH, PAINTED BLACK, AND THERE IS AN IRON BALL AT THE
 OR0819'EXTREME TOP OF THE TANK WITH A SMALL WIND INDICATOR ON TOP OF
 OR0819'THE IRON BALL.  ON THE E AND W SIDES OF THE BODY OF THE TANK THE
 OR0819'FOLLOWING LETTERS ARE INSCRIBED WITH WHITE PAINT -- GEDDES.
 OR0819'
 OR0819'THE SMALL IRON BALL AT THE APEX OF THE ROOF WAS THE POINT
 OR0819'INTERSECTED.
 OR0819'
 OR0819'THIS IS AN INTERSECTION STATION.
 OR0819
 OR0819                          STATION RECOVERY (1948)
 OR0819
 OR0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0819'THE STATION IS LOCATED IN THE SOUTH END OF THE TOWN OF GEDDES.
 OR0819'IT IS ABOUT 45 FEET FROM THE CENTERLINE OF A GRAVEL ROAD, ABOUT
 OR0819'100 FEET HIGH AND THE LEGS ARE ABOUT 20 FEET APART AT THE
 OR0819'BOTTOM OF THE STEEL STRUCTURE.  IT IS PAINTED WHITE WITH A BLACK
 OR0819'TOP.
 OR0819'
 OR0819'TO REACH THE STATION FROM THE POST OFFICE IN GEDDES, GO WEST
 OR0819'1 BLOCK, THEN TURN LEFT (SOUTH) FOR 1/2 BLOCK AND STATION ON
 OR0819'THE LEFT.
 OR0819'
 OR0819'THE POINT THAT WAS INTERSECTED WAS A BALL AT THE APEX OF THE
 OR0819'TANK.
 OR0819
 OR0819                          STATION RECOVERY (1973)
 OR0819
 OR0819'RECOVERY NOTE BY US AIR FORCE 1973
 OR0819'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OR0819'
 OR0819'A COMPLETE DESCRIPTION FOLLOWS--
 OR0819'
 OR0819'GEDDES, GEDDES MUNICIPAL WATER TOWER (CHARLES MIX COUNTY,
 OR0819'SOUTH DAKOTA)--THE STATION IS LOCATED NEAR THE CENTER OF THE SMALL
 OR0819'VILLAGE OF GEDDES, ABOUT 80 YARDS SW OF THE GEDDES POST OFFICE,
 OR0819'180 FEET S OF A GRADED DIRT ROAD, 51 FEET E OF THE APPROXIMATE
 OR0819'CENTER LINE OF A GRAVELED ROAD, AND 50 FEET W OF THE W BRICK
 OR0819'WALL OF THE GEDDES FIRE DEPARTMENT.  THE TANK IS 100 FEET
 OR0819'HIGH, PAINTED SILVER WITH A GREEN TOP, AND THERE IS AN IRON
 OR0819'BALL AT THE EXTREME TOP OF THE TANK WITH A SMALL WIND
 OR0819'INDICATOR ON TOP OF THE IRON BALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0987 ***********************************************************************
 PR0987  DESIGNATION -  GEORGIA RESET
 PR0987  PID         -  PR0987
 PR0987  STATE/COUNTY-  SD/GRANT
 PR0987  COUNTRY     -  US
 PR0987  USGS QUAD   -  TUNERVILLE (2017)
 PR0987
 PR0987                         *CURRENT SURVEY CONTROL
 PR0987  ______________________________________________________________________
 PR0987* NAD 83(1996) POSITION- 44 58 50.99704(N) 096 38 22.06096(W)   ADJUSTED
 PR0987* NAVD 88 ORTHO HEIGHT -   480.7   (meters)     1577.    (feet) VERTCON3
 PR0987  ______________________________________________________________________
 PR0987  GEOID HEIGHT    -        -25.559 (meters)                     GEOID18
 PR0987  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 PR0987  HORZ ORDER      -  THIRD
 PR0987
 PR0987.The horizontal coordinates were established by classical geodetic methods
 PR0987.and adjusted by the National Geodetic Survey in January 1998.
 PR0987
 PR0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0987
 PR0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0987.GEOID18 height accuracy estimate available here.
 PR0987
 PR0987.Click photographs - Photos may exist for this station.
 PR0987
 PR0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0987
 PR0987. The following values were computed from the NAD 83(1996) position.
 PR0987
 PR0987;                    North         East     Units Scale Factor Converg.
 PR0987;SPC SD N     -   133,012.865   864,964.114   MT  0.99993986   +2 22 42.2
 PR0987;SPC SD N     -   436,393.04  2,837,803.10   sFT  0.99993986   +2 22 42.2
 PR0987;UTM  14      - 4,983,531.882   686,108.681   MT  1.00002592   +1 40 08.7
 PR0987
 PR0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0987!SPC SD N     -   0.99992864  x   0.99993986  =   0.99986850
 PR0987!UTM  14      -   0.99992864  x   1.00002592  =   0.99995456
 PR0987
 PR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8610883531(NAD 83)
 PR0987
 PR0987                          SUPERSEDED SURVEY CONTROL
 PR0987
 PR0987  NAD 83(1986)-  44 58 50.99430(N)    096 38 22.04788(W) AD(       ) 3
 PR0987  NAD 27      -  44 58 51.12100(N)    096 38 20.83300(W) AD(       ) 3
 PR0987  NGVD 29 (07/19/86)  480.5    (m)         1576.     (f) VERT ANG       
 PR0987
 PR0987.Superseded values are not recommended for survey control.
 PR0987
 PR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0987.See file dsdata.pdf to determine how the superseded data were derived.
 PR0987
 PR0987_MARKER: DB = BENCH MARK DISK
 PR0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0987_STAMPING: GEORGIA RESET 1939
 PR0987_MARK LOGO: CGS
 PR0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0987+STABILITY: SURFACE MOTION
 PR0987
 PR0987  HISTORY     - Date     Condition        Report By
 PR0987  HISTORY     - 1939     MONUMENTED       SDHD
 PR0987
 PR0987                          STATION DESCRIPTION
 PR0987
 PR0987'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1939 (FBP)
 PR0987'THE MARK IS LOCATED ABOUT 11.4 MI (18.4 KM) SOUTHEAST OF STOCKHOLM,
 PR0987'6.6 MI (10.6 KM) NORTH-NORTHEAST OF TUNERVILLE AND 4.2 MI (6.7 KM)
 PR0987'SOUTHWEST OF REVILLO.
 PR0987'
 PR0987'TO REACH FROM THE JUNCTION OF U.S. 77 AND U.S. 212 3-1/2 MI (343.52
 PR0987'KM) NORTH OF ALTAMONT, GO NORTH ON 77 FOR 4 MI (6.4 KM) AND TURN EAST
 PR0987'ON A GRADED ROAD.  GO 2 MI (3.2 KM) AND TURN NORTH ON A GRADED DIRT
 PR0987'ROAD.  GO NORTH FOR 2.25 MI (3.62 KM), 0.25 MI (0.40 KM) PAST
 PR0987'CROSSROADS AT SECTION CORNER TO THE STATION ON WEST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0905 ***********************************************************************
 OQ0905  DESIGNATION -  GERMAN BAPTIST CHURCH SPIRE
 OQ0905  PID         -  OQ0905
 OQ0905  STATE/COUNTY-  SD/HUTCHINSON
 OQ0905  COUNTRY     -  US
 OQ0905  USGS QUAD   -  CLAYTON (2017)
 OQ0905
 OQ0905                         *CURRENT SURVEY CONTROL
 OQ0905  ______________________________________________________________________
 OQ0905* NAD 83(1996) POSITION- 43 29 25.85594(N) 097 40 45.31327(W)   ADJUSTED
 OQ0905  ______________________________________________________________________
 OQ0905  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 OQ0905  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 OQ0905  HORZ ORDER      -  THIRD
 OQ0905
 OQ0905.The horizontal coordinates were established by classical geodetic methods
 OQ0905.and adjusted by the National Geodetic Survey in January 1998.
 OQ0905
 OQ0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0905.GEOID18 height accuracy estimate available here.
 OQ0905
 OQ0905.Click photographs - Photos may exist for this station.
 OQ0905
 OQ0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0905
 OQ0905. The following values were computed from the NAD 83(1996) position.
 OQ0905
 OQ0905;                    North         East     Units Scale Factor Converg.
 OQ0905;SPC SD S     -   131,982.055   814,630.749   MT  0.99990935   +1 49 51.3
 OQ0905;SPC SD S     -   433,011.13  2,672,667.72   sFT  0.99990935   +1 49 51.3
 OQ0905;UTM  14      - 4,816,135.248   606,792.075   MT  0.99974028   +0 54 32.6
 OQ0905
 OQ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0679216135(NAD 83)
 OQ0905
 OQ0905                          SUPERSEDED SURVEY CONTROL
 OQ0905
 OQ0905  NAD 83(1995)-  43 29 25.86138(N)    097 40 45.29980(W) AD(       ) 3
 OQ0905  NAD 83(1986)-  43 29 25.86670(N)    097 40 45.29637(W) AD(       ) 3
 OQ0905  NAD 27      -  43 29 25.93200(N)    097 40 44.08500(W) AD(       ) 3
 OQ0905  USSD        -  43 29 26.11100(N)    097 40 44.45900(W) AD(       ) 3
 OQ0905
 OQ0905.Superseded values are not recommended for survey control.
 OQ0905
 OQ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0905.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0905
 OQ0905_MARKER: 90 = CHURCH SPIRE
 OQ0905
 OQ0905  HISTORY     - Date     Condition        Report By
 OQ0905  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0905  HISTORY     - 1935     GOOD             CGS
 OQ0905
 OQ0905                          STATION DESCRIPTION
 OQ0905
 OQ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0905'THIS MARK IS STILL GOOD.  IS LOCATED ABOUT 1/4 MILE NORTH OF
 OQ0905'SE CORNER SEC.10, T. 1100 N., R. 58 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0889 ***********************************************************************
 PR0889  DESIGNATION -  GERMAN LUTH CH OCTAGONAL TOP
 PR0889  PID         -  PR0889
 PR0889  STATE/COUNTY-  SD/LAKE
 PR0889  COUNTRY     -  US
 PR0889  USGS QUAD   -  OLDHAM SE (2017)
 PR0889
 PR0889                         *CURRENT SURVEY CONTROL
 PR0889  ______________________________________________________________________
 PR0889* NAD 83(1996) POSITION- 44 05 41.87939(N) 097 17 54.25143(W)   ADJUSTED
 PR0889  ______________________________________________________________________
 PR0889  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 PR0889  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 PR0889  HORZ ORDER      -  THIRD
 PR0889
 PR0889.The horizontal coordinates were established by classical geodetic methods
 PR0889.and adjusted by the National Geodetic Survey in January 1998.
 PR0889
 PR0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0889.GEOID18 height accuracy estimate available here.
 PR0889
 PR0889.Click photographs - Photos may exist for this station.
 PR0889
 PR0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0889
 PR0889. The following values were computed from the NAD 83(1996) position.
 PR0889
 PR0889;                    North         East     Units Scale Factor Converg.
 PR0889;SPC SD S     -   200,145.828   842,963.280   MT  0.99994143   +2 05 37.1
 PR0889;SPC SD S     -   656,645.10  2,765,622.03   sFT  0.99994143   +2 05 37.1
 PR0889;UTM  14      - 4,883,828.263   636,206.887   MT  0.99982817   +1 11 03.3
 PR0889
 PR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3620683828(NAD 83)
 PR0889
 PR0889                          SUPERSEDED SURVEY CONTROL
 PR0889
 PR0889  NAD 83(1986)-  44 05 41.88188(N)    097 17 54.22251(W) AD(       ) 3
 PR0889  NAD 27      -  44 05 41.97700(N)    097 17 52.98400(W) AD(       ) 3
 PR0889  USSD        -  44 05 42.15300(N)    097 17 53.40800(W) AD(       ) 3
 PR0889
 PR0889.Superseded values are not recommended for survey control.
 PR0889
 PR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0889.See file dsdata.pdf to determine how the superseded data were derived.
 PR0889
 PR0889_MARKER: 90 = CHURCH SPIRE
 PR0889
 PR0889  HISTORY     - Date     Condition        Report By
 PR0889  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0889  HISTORY     - 1935     GOOD             CGS
 PR0889
 PR0889                          STATION DESCRIPTION
 PR0889
 PR0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0889'THE SPIRE OF THIS CHURCH, ERECTED 1892, IS JUST THE SAME
 PR0889'AS IT WAS IN 1903.  LOCATION--SW COR. SE 1/4 SEC. 3, T. 107
 PR0889'N., R. 54 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0850 ***********************************************************************
 OR0850  DESIGNATION -  GERMAN LUTHERAN CHURCH SPIRE
 OR0850  PID         -  OR0850
 OR0850  STATE/COUNTY-  SD/BRULE
 OR0850  COUNTRY     -  US
 OR0850  USGS QUAD   -  BIJOU HILLS (2017)
 OR0850
 OR0850                         *CURRENT SURVEY CONTROL
 OR0850  ______________________________________________________________________
 OR0850* NAD 83(1996) POSITION- 43 36 02.42110(N) 099 12 39.56731(W)   ADJUSTED
 OR0850  ______________________________________________________________________
 OR0850  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 OR0850  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 OR0850  HORZ ORDER      -  THIRD
 OR0850
 OR0850.The horizontal coordinates were established by classical geodetic methods
 OR0850.and adjusted by the National Geodetic Survey in January 1998.
 OR0850
 OR0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0850.GEOID18 height accuracy estimate available here.
 OR0850
 OR0850.Click photographs - Photos may exist for this station.
 OR0850
 OR0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0850
 OR0850. The following values were computed from the NAD 83(1996) position.
 OR0850
 OR0850;                    North         East     Units Scale Factor Converg.
 OR0850;SPC SD S     -   141,402.339   690,609.176   MT  0.99990692   +0 46 27.3
 OR0850;SPC SD S     -   463,917.51  2,265,773.60   sFT  0.99990692   +0 46 27.3
 OR0850;UTM  14      - 4,827,543.597   482,970.946   MT  0.99960357   -0 08 43.8
 OR0850
 OR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8297027543(NAD 83)
 OR0850
 OR0850                          SUPERSEDED SURVEY CONTROL
 OR0850
 OR0850  NAD 83(1995)-  43 36 02.42118(N)    099 12 39.57218(W) AD(       ) 3
 OR0850  NAD 83(1986)-  43 36 02.42132(N)    099 12 39.57518(W) AD(       ) 3
 OR0850  NAD 27      -  43 36 02.42000(N)    099 12 38.23000(W) AD(       ) 3
 OR0850
 OR0850.Superseded values are not recommended for survey control.
 OR0850
 OR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0850.See file dsdata.pdf to determine how the superseded data were derived.
 OR0850
 OR0850_MARKER: 90 = CHURCH SPIRE
 OR0850
 OR0850  HISTORY     - Date     Condition        Report By
 OR0850  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0850
 OR0850                          STATION DESCRIPTION
 OR0850
 OR0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0850'POINT OBSERVED UPON IS TIP OF SPIRE (35 FEET) OF GERMAN LUTHERAN
 OR0850'CHURCH.  STATION IS LOCATED APPROXIMATELY 10.0 MILES FROM
 OR0850'WILLRODT.  ERECTED 1909.
 OR0850'
 OR0850'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS WILLRODT
 OR0850'AND EAGLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0332 ***********************************************************************
 QR0332  DESIGNATION -  GETTYSBURG
 QR0332  PID         -  QR0332
 QR0332  STATE/COUNTY-  SD/POTTER
 QR0332  COUNTRY     -  US
 QR0332  USGS QUAD   -  GETTYSBURG (2017)
 QR0332
 QR0332                         *CURRENT SURVEY CONTROL
 QR0332  ______________________________________________________________________
 QR0332* NAD 83(1996) POSITION- 45 00 46.68087(N) 099 56 50.21842(W)   ADJUSTED
 QR0332* NAVD 88 ORTHO HEIGHT -   634.133 (meters)     2080.48  (feet) ADJUSTED
 QR0332  ______________________________________________________________________
 QR0332  GEOID HEIGHT    -        -22.552 (meters)                     GEOID18
 QR0332  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 QR0332  DYNAMIC HEIGHT  -        634.037 (meters)     2080.17  (feet) COMP
 QR0332  MODELED GRAVITY -    980,445.5   (mgal)                       NAVD 88
 QR0332
 QR0332  HORZ ORDER      -  FIRST
 QR0332  VERT ORDER      -  SECOND    CLASS 0
 QR0332
 QR0332.The horizontal coordinates were established by classical geodetic methods
 QR0332.and adjusted by the National Geodetic Survey in January 1998.
 QR0332
 QR0332.The orthometric height was determined by differential leveling and
 QR0332.adjusted by the NATIONAL GEODETIC SURVEY
 QR0332.in June 1991.
 QR0332
 QR0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0332.GEOID18 height accuracy estimate available here.
 QR0332
 QR0332.Click photographs - Photos may exist for this station.
 QR0332
 QR0332.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0332
 QR0332.The dynamic height is computed by dividing the NAVD 88
 QR0332.geopotential number by the normal gravity value computed on the
 QR0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0332.degrees latitude (g = 980.6199 gals.).
 QR0332
 QR0332.The modeled gravity was interpolated from observed gravity values.
 QR0332
 QR0332. The following values were computed from the NAD 83(1996) position.
 QR0332
 QR0332;                    North         East     Units Scale Factor Converg.
 QR0332;SPC SD N     -   131,084.955   604,155.387   MT  0.99993933   +0 02 14.3
 QR0332;SPC SD N     -   430,067.89  1,982,133.13   sFT  0.99993933   +0 02 14.3
 QR0332;UTM  14      - 4,984,827.299   425,356.456   MT  0.99966851   -0 40 12.0
 QR0332
 QR0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0332!SPC SD N     -   0.99990412  x   0.99993933  =   0.99984346
 QR0332!UTM  14      -   0.99990412  x   0.99966851  =   0.99957266
 QR0332
 QR0332:                Primary Azimuth Mark                     Grid Az
 QR0332:SPC SD N     -  GETTYSBURG AZ MK                         073 42 36.3
 QR0332:UTM  14      -  GETTYSBURG AZ MK                         074 25 02.6
 QR0332
 QR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2535684827(NAD 83)
 QR0332
 QR0332|---------------------------------------------------------------------|
 QR0332| PID    Reference Object                     Distance      Geod. Az  |
 QR0332|                                                           dddmmss.s |
 QR0332| QR0333 GETTYSBURG RM 1                      36.613 METERS 00419     |
 QR0332| CO5045 GETTYSBURG AZ MK                                   0734450.6 |
 QR0332| QR0692 GETTYSBURG MUNICIPAL TANK            33.518 METERS 20253     |
 QR0332| QR0334 R 68                                 32.974 METERS 20452     |
 QR0332| QR0394 GETTYSBURG RM 2                      40.538 METERS 24808     |
 QR0332| QR0687 GETTYSBURG SAC HEART CATH CH        APPROX. 0.5 KM 2795413.3 |
 QR0332| QR0691 EAGLE                               APPROX. 4.2 KM 3504541.6 |
 QR0332|---------------------------------------------------------------------|
 QR0332
 QR0332                          SUPERSEDED SURVEY CONTROL
 QR0332
 QR0332  NAD 83(1986)-  45 00 46.67351(N)    099 56 50.22492(W) AD(       ) 1
 QR0332  NAD 27      -  45 00 46.74500(N)    099 56 48.80800(W) AD(       ) 1
 QR0332  NGVD 29 (??/??/92)  633.76   (m)         2079.3    (f) COMPUTED    2 0
 QR0332  NGVD 29             633.76   (m)         2079.3    (f) LEVELING    3  
 QR0332
 QR0332.Superseded values are not recommended for survey control.
 QR0332
 QR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0332.See file dsdata.pdf to determine how the superseded data were derived.
 QR0332
 QR0332_MARKER: DS = TRIANGULATION STATION DISK
 QR0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0332_STAMPING: GETTYSBURG 1935
 QR0332_MARK LOGO: CGS
 QR0332_PROJECTION: FLUSH
 QR0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0332+STABILITY: SURFACE MOTION
 QR0332
 QR0332  HISTORY     - Date     Condition        Report By
 QR0332  HISTORY     - 1935     MONUMENTED       CGS
 QR0332  HISTORY     - 1935     GOOD             CGS
 QR0332  HISTORY     - 1945     MARK NOT FOUND   CGS
 QR0332  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QR0332
 QR0332                          STATION DESCRIPTION
 QR0332
 QR0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0332'THIS STATION IS IN THE EASTERN PART OF THE CITY OF GETTYSBURG,
 QR0332'ON PROPERTY OWNED BY THE CITY AND ADJOINING THE CITY WATER
 QR0332'WORKS ON THE N.  IT IS 109.9 FEET NNE OF THE CENTER OF THE
 QR0332'MUNICIPAL WATER TANK, 23 FEET E OF THE LINE OF THE E LEGS OF
 QR0332'THE TANK, 211 FEET S OF THE CENTER LINE OF U.S. HIGHWAYS 212
 QR0332'AND 83, 37 FEET W OF THE CENTER LINE OF A N-S STREET, AND 8
 QR0332'FEET W OF THE RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE
 QR0332'SURFACE OF THE GROUND.
 QR0332'
 QR0332'SURFACE, REFERENCE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD
 QR0332'BRONZE DISKS SET IN CONCRETE.
 QR0332'
 QR0332'REFERENCE MARK NO. 1 IS N OF THE STATION, 91 FEET N OF THE
 QR0332'CENTER LINE OF U.S. HIGHWAYS 212 AND 83 AND 31 FEET W OF THE
 QR0332'CENTER LINE OF THE N-S STREET.  THE MARK PROJECTS 8 INCHES.
 QR0332'REFERENCE MARK NO. 2 IS WSW OF THE STATION, AT THE S EDGE OF
 QR0332'A CLEARED PLOT OF GROUND, ON LINE WITH THE E END OF THE WATER
 QR0332'WORKS PUMP HOUSE AND 65 FEET N OF THE NE CORNER OF THE PUMP
 QR0332'HOUSE, AND 72.5 FEET NW OF THE NW LEG OF THE WATER TANK.  THE
 QR0332'MARK PROJECTS 6 INCHES.
 QR0332'
 QR0332'U.S.C. AND G. SURVEY B.M. R 68, 1934, IS SSW OF THE STATION.
 QR0332'IT IS A STANDARD DISK SET IN TOP OF THE CONCRETE FOUNDATION OF
 QR0332'THE WATER TANK FEED PIPE.  IT IS 6 INCHES S AND 6 INCHES E
 QR0332'OF THE NW CORNER OF THE FOUNDATION.  IT IS SET FLUSH IN THE
 QR0332'CONCRETE.
 QR0332'
 QR0332'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 214.96 FEET.
 QR0332'
 QR0332'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND B.M. R 68 IS
 QR0332'91.88 FEET.
 QR0332'
 QR0332'THE AZIMUTH MARK IS ENE OF THE STATION, ON THE RIGHT-OF-WAY
 QR0332'OF U.S. HIGHWAYS 212 AND 83, ABOUT 300 FEET N OF POINT WHERE
 QR0332'HIGHWAY TURNS N, 30 FEET E OF THE CENTER LINE OF THE PAVEMENT,
 QR0332'93 FEET N OF A FENCE CORNER, AND 15 FEET S OF THE EXTENSION OF
 QR0332'A T-STREET W.  THE MARK PROJECTS 6 INCHES.
 QR0332'
 QR0332'A LIGHT 4 FEET ABOVE STATION CANTON COMES INTO VIEW 25 FEET
 QR0332'ABOVE THIS STATION.
 QR0332'
 QR0332'A LIGHT 74 FEET ABOVE STATION ELIDA IS VISIBLE FROM THE GROUND.
 QR0332
 QR0332                          STATION RECOVERY (1935)
 QR0332
 QR0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 QR0332'AT GETTYSBURG.
 QR0332'AT GETTYSBURG, POTTER COUNTY, AT THE CITY WATER TOWER, 86.4
 QR0332'FEET NORTHEAST OF THE NORTHEAST LEG OF THE WATER TOWER, 38 FEET WEST
 QR0332'OF THE CENTERLINE OF A NORTH-AND-SOUTH STREET, 7.9 FEET WEST
 QR0332'OF A WHITE WOODEN WITNESS POST, AND 3 INCHES BELOW THE GROUND.
 QR0332'A STANDARD TRIANGULATION-STATION DISK, STAMPED GETTYSBURG 1935
 QR0332'AND SET IN THE TOP OF A CONCRETE POST.
 QR0332
 QR0332                          STATION RECOVERY (1945)
 QR0332
 QR0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QR0332'MARK NOT FOUND.
 QR0332
 QR0332                          STATION RECOVERY (1956)
 QR0332
 QR0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QR0332'THIS STATION WAS MOVED AT THE REQUEST OF SISTER M. CARMELITA
 QR0332'OF THE GETTYSBURG MEMORIAL HOSPITAL.  THE UNDERGROUND MARK
 QR0332'WAS LEFT INTACT BUT WILL BE UNDER A NEW ADDITION THAT IS BEING
 QR0332'ADDED TO THE HOSPITAL.  THE STATION MARK WAS MOVED ON LINE TO
 QR0332'A B.M. SET IN THE CONCRETE BASE OF THE WATER TANK FEED PIPE.
 QR0332'THE STAMPING ON THE DISK WAS CHANGED TO GETTYSBURG 2 1956.
 QR0332'
 QR0332'R.M. NO. 1 1935 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 QR0332'
 QR0332'R.M. NO. 2 WAS USED FOR A REFERENCE MARK FOR THE NEW STATION.
 QR0332'
 QR0332'THE 1935 AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE
 QR0332'NEW STATION DUE TO A BUILDING THAT IS ON LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0688 ***********************************************************************
 QR0688  DESIGNATION -  GETTYSBURG 2
 QR0688  PID         -  QR0688
 QR0688  STATE/COUNTY-  SD/POTTER
 QR0688  COUNTRY     -  US
 QR0688  USGS QUAD   -  GETTYSBURG (2017)
 QR0688
 QR0688                         *CURRENT SURVEY CONTROL
 QR0688  ______________________________________________________________________
 QR0688* NAD 83(1996) POSITION- 45 00 46.27086(N) 099 56 50.48638(W)   NO CHECK
 QR0688* NAVD 88 ORTHO HEIGHT -   634.    (meters)     2080.    (feet) SCALED
 QR0688  ______________________________________________________________________
 QR0688  GEOID HEIGHT    -        -22.553 (meters)                     GEOID18
 QR0688  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 QR0688  HORZ ORDER      -  THIRD
 QR0688
 QR0688.The horizontal coordinates were established by classical geodetic methods
 QR0688.and adjusted by the National Geodetic Survey in January 1998.
 QR0688
 QR0688.No horizontal observational check was made to the station.
 QR0688
 QR0688.The orthometric height was scaled from a topographic map.
 QR0688
 QR0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0688.GEOID18 height accuracy estimate available here.
 QR0688
 QR0688.Click photographs - Photos may exist for this station.
 QR0688
 QR0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0688
 QR0688. The following values were computed from the NAD 83(1996) position.
 QR0688
 QR0688;                    North         East     Units Scale Factor Converg.
 QR0688;SPC SD N     -   131,072.294   604,149.528   MT  0.99993933   +0 02 14.1
 QR0688;SPC SD N     -   430,026.35  1,982,113.91   sFT  0.99993933   +0 02 14.1
 QR0688;UTM  14      - 4,984,814.715   425,350.443   MT  0.99966852   -0 40 12.2
 QR0688
 QR0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0688!SPC SD N     -   0.99990408  x   0.99993933  =   0.99984342
 QR0688!UTM  14      -   0.99990408  x   0.99966852  =   0.99957263
 QR0688
 QR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2535084814(NAD 83)
 QR0688
 QR0688|---------------------------------------------------------------------|
 QR0688| PID    Reference Object                     Distance      Geod. Az  |
 QR0688|                                                           dddmmss.s |
 QR0688| QR0332 GETTYSBURG                           13.951 METERS 02452     |
 QR0688| QR0334 R 68                                 19.023 METERS 20452     |
 QR0688| QR0394 GETTYSBURG RM 2                      31.855 METERS 26535     |
 QR0688|---------------------------------------------------------------------|
 QR0688
 QR0688                          SUPERSEDED SURVEY CONTROL
 QR0688
 QR0688  NAD 83(1986)-  45 00 46.26363(N)    099 56 50.49280(W) AD(       ) 3
 QR0688  NAD 27      -  45 00 46.33600(N)    099 56 49.07600(W) AD(       ) 3
 QR0688
 QR0688.Superseded values are not recommended for survey control.
 QR0688
 QR0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0688.See file dsdata.pdf to determine how the superseded data were derived.
 QR0688
 QR0688_MARKER: DS = TRIANGULATION STATION DISK
 QR0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0688_STAMPING: GETTYSBURG 2 1956
 QR0688_MARK LOGO: CGS
 QR0688_PROJECTION: FLUSH
 QR0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0688+STABILITY: SURFACE MOTION
 QR0688
 QR0688  HISTORY     - Date     Condition        Report By
 QR0688  HISTORY     - 1956     MONUMENTED       CGS
 QR0688  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QR0688  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QR0688
 QR0688                          STATION DESCRIPTION
 QR0688
 QR0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QR0688'THE STATION IS LOCATED IN THE EAST EDGE OF GETTYSBURG ON CITY
 QR0688'PROPERTY JUST NORTH OF THE WATER TANK AND JUST SOUTH OF GETTYSBURG
 QR0688'MEMORIAL HOSPITAL.  STATION IS 97 FEET SOUTH OF THE PRESENT
 QR0688'EAST WING OF THE HOSPITAL, 64 FEET NORTH-NORTHEAST OF THE
 QR0688'CENTER OF THE WATER TANK AND 2 FEET SOUTH OF A HEDGE THAT IS
 QR0688'ON LINE BETWEEN CITY AND HOSPITAL PROPERTY.  THE MARK IS ABOUT
 QR0688'FLUSH WITH THE GROUND AND THE DISK IS STAMPED GETTYSBURG 2
 QR0688'1956.
 QR0688'
 QR0688'C. AND G.S. BENCH MARK R-68 1934 CAN BE USED FOR ONE REFERENCE
 QR0688'MARK.  IT IS A STANDARD B.M. DISK SET IN THE TOP OF THE CONCRETE
 QR0688'FOUNDATION OF THE WATER TANK FEED PIPE.  IT IS 6 INCHES SOUTH
 QR0688'AND 6 INCHES EAST OF THE NORTHWEST CORNER OF THE FOUNDATION.
 QR0688'THE DISK IS FLUSH WITH THE TOP OF THE FOUNDATION.
 QR0688'
 QR0688'R.M. NO. 2 1935 IS LOCATED 104.51 FEET WEST-SOUTHWEST OF THE
 QR0688'STATION AND 98 FEETWEST-NORTHWEST OF THE CENTER OF THE TANK.
 QR0688'IT IS A STANDARD REFERENCE DISK AND IS STAMPED GETTYSBURG R.M.
 QR0688'NO 2 1935.  THE MARK PROJECTS ABOUT 8 INCHES.
 QR0688'
 QR0688'THE STATION IS 45.77 FEET SOUTH-SOUTHWEST OF THE ORIGINAL
 QR0688'LOCATION OF GETTYSBURG 1935.  THE SURFACE MARK OF THIS STATION
 QR0688'WAS REMOVED BUT THE UNDERGROUND MARK WAS LEFT IN PLACE.
 QR0688'ACCORDING TO SISTER M. CARMELITA OF THE GETTYSBURG MEMORIAL
 QR0688'HOSPITAL, A NEW WING IS GOING TO BE BUILT ON THE HOSPITAL AND
 QR0688'IT WILL BE OVER THE SITE OF THE OLD STATION.
 QR0688
 QR0688                          STATION RECOVERY (1971)
 QR0688
 QR0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 QR0688'A THOROUGH SEARCH FOR THIS STATION WAS MADE, BUT IT COULD NOT
 QR0688'BE FOUND.  ANOTHER BUILDING WAS BUILT ABOUT 10 FEET NORTH OF
 QR0688'THE STATION WITH A DEEP CELLAR AND IT IS BELIEVED THE MARK WAS
 QR0688'TORN OUT DURING THAT TIME.  R.M. 2 WAS DESTROYED THIS SPRING
 QR0688'WHEN THE LOT WAS PLOWED UP TO PLANT TREES.
 QR0688'
 QR0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GETTYSBURG
 QR0688
 QR0688                          STATION RECOVERY (1996)
 QR0688
 QR0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0688'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0692 ***********************************************************************
 QR0692  DESIGNATION -  GETTYSBURG MUNICIPAL TANK
 QR0692  PID         -  QR0692
 QR0692  STATE/COUNTY-  SD/POTTER
 QR0692  COUNTRY     -  US
 QR0692  USGS QUAD   -  GETTYSBURG (2017)
 QR0692
 QR0692                         *CURRENT SURVEY CONTROL
 QR0692  ______________________________________________________________________
 QR0692* NAD 83(1996) POSITION- 45 00 45.68054(N) 099 56 50.81366(W)   ADJUSTED
 QR0692  ______________________________________________________________________
 QR0692  GEOID HEIGHT    -        -22.553 (meters)                     GEOID18
 QR0692  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 QR0692  HORZ ORDER      -  THIRD
 QR0692
 QR0692.The horizontal coordinates were established by classical geodetic methods
 QR0692.and adjusted by the National Geodetic Survey in January 1998.
 QR0692
 QR0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0692.GEOID18 height accuracy estimate available here.
 QR0692
 QR0692.Click photographs - Photos may exist for this station.
 QR0692
 QR0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0692
 QR0692. The following values were computed from the NAD 83(1996) position.
 QR0692
 QR0692;                    North         East     Units Scale Factor Converg.
 QR0692;SPC SD N     -   131,054.068   604,142.374   MT  0.99993934   +0 02 13.9
 QR0692;SPC SD N     -   429,966.55  1,982,090.44   sFT  0.99993934   +0 02 13.9
 QR0692;UTM  14      - 4,984,796.583   425,343.066   MT  0.99966853   -0 40 12.5
 QR0692
 QR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2534384796(NAD 83)
 QR0692
 QR0692                          SUPERSEDED SURVEY CONTROL
 QR0692
 QR0692  NAD 83(1986)-  45 00 45.67250(N)    099 56 50.81982(W) AD(       ) 3
 QR0692  NAD 27      -  45 00 45.74600(N)    099 56 49.40200(W) AD(       ) 3
 QR0692
 QR0692.Superseded values are not recommended for survey control.
 QR0692
 QR0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0692.See file dsdata.pdf to determine how the superseded data were derived.
 QR0692
 QR0692_MARKER: 53 = ELEVATED TANK
 QR0692
 QR0692  HISTORY     - Date     Condition        Report By
 QR0692  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0692  HISTORY     - 1935     GOOD             CGS
 QR0692  HISTORY     - 1945     GOOD             CGS
 QR0692  HISTORY     - 1971     GOOD             NGS
 QR0692
 QR0692                          STATION DESCRIPTION
 QR0692
 QR0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0692'THIS STATION IS THE CENTER OF THE GETTYSBURG MUNICIPAL WATER
 QR0692'TANK.  IT IS TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL
 QR0692'TOP WITH A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR LEGS AND
 QR0692'HAS A PLATFORM AT THE TOP OF THE LEGS.  THE TANK HAS A 6-FOOT
 QR0692'DIAMETER STEEL FEED PIPE.  THE PLATFORM RAILING AND TOP OF
 QR0692'THE TANK ARE PAINTED WHITE AND THE REST OF THE STRUCTURE IS
 QR0692'BLACK.  THE TANK IS ABOUT 125 FEET HIGH AND IS VERY PROMINENT.
 QR0692'
 QR0692'THE TANK IS IN THE EASTERN PART OF GETTYSBURG, ABOUT 1/4 MILE
 QR0692'E OF THE BUSINESS SECTION OF TOWN, ABOUT 300 FEET S OF U.S.
 QR0692'HIGHWAY 212 AND U.S. HIGHWAY 83, AND ABOUT 75 FEET W OF A
 QR0692'N-S STREET.  U.S. HIGHWAY 212 IS TWO BLOCKS N OF THE MAIN
 QR0692'STREET OF TOWN AND TWO BLOCKS S OF THE CHICAGO AND NORTHWESTERN
 QR0692'RAILROAD TRACK.
 QR0692'
 QR0692'U.S.C. AND G.S. B.M. R 68, 1934, IS SET IN TOP OF THE NW CORNER
 QR0692'OF THE CONCRETE FEED PIPE FOUNDATION OF THE TANK.  STATION
 QR0692'GETTYSBURG IS 109.9 FEET NNE OF THE CENTER OF THE TANK.
 QR0692'
 QR0692'THIS STATION WAS CONNECTED BY TRAVERSE TO GETTYSBURG.  IT
 QR0692'WAS OBSERVED FROM GORMAN AND VON WALD IN 1934 AND FROM BALD
 QR0692'HILLS, CORA, ELIDA, GORMAN, VON WALD, AND EAGLE IN 1935.
 QR0692
 QR0692                          STATION RECOVERY (1945)
 QR0692
 QR0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QR0692'THE WATER TANK IS LOCATED IN THE E PART OF THE TOWN OF GETTYSBURG,
 QR0692'1.1 MILES E OF THE RAILROAD TRACKS, 0.3 MILE E OF THE MAIN
 QR0692'STREET, 200 YARDS S OF U.S. HIGHWAY 83, 23 YARDS W OF A N-S
 QR0692'ROAD, AND 11 YARDS N OF AN E-W ROAD.
 QR0692'
 QR0692'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 130 FEET HIGH.
 QR0692'IT HAS A STANDPIPE IN THE CENTER ABOUT 6 FEET IN DIAMETER AND
 QR0692'THE BOWL HAS A WATER CAPACITY OF ABOUT 30,000 GALLONS.  THE
 QR0692'TANK IS PAINTED BLACK AND THE ROOF IS PAINTED SILVER.  THE BALL
 QR0692'AT THE APEX OF THE ROOF WAS THE POINT OBSERVED.
 QR0692'
 QR0692'THIS IS AN INTERSECTION STATION.
 QR0692
 QR0692                          STATION RECOVERY (1971)
 QR0692
 QR0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 QR0692'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 QR0692'DESCRIBED.  THE TANK IS NOW PAINTED SILVER WITH THE TOP PAINTED
 QR0692'RED.
 QR0692'
 QR0692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GETTYSBURG
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0333 ***********************************************************************
 QR0333  DESIGNATION -  GETTYSBURG RM 1
 QR0333  PID         -  QR0333
 QR0333  STATE/COUNTY-  SD/POTTER
 QR0333  COUNTRY     -  US
 QR0333  USGS QUAD   -  GETTYSBURG (2017)
 QR0333
 QR0333                         *CURRENT SURVEY CONTROL
 QR0333  ______________________________________________________________________
 QR0333* NAD 83(1986) POSITION- 45 00 47.86   (N) 099 56 50.09   (W)   HD_HELD1
 QR0333* NAVD 88 ORTHO HEIGHT -   634.376 (meters)     2081.28  (feet) ADJUSTED
 QR0333  ______________________________________________________________________
 QR0333  GEOID HEIGHT    -        -22.552 (meters)                     GEOID18
 QR0333  DYNAMIC HEIGHT  -        634.281 (meters)     2080.97  (feet) COMP
 QR0333  MODELED GRAVITY -    980,445.5   (mgal)                       NAVD 88
 QR0333
 QR0333  VERT ORDER      -  SECOND    CLASS 0
 QR0333
 QR0333.The horizontal coordinates were determined by differentially corrected
 QR0333.hand held GPS observations or other comparable positioning techniques
 QR0333.and have an estimated accuracy of +/- 3 meters.
 QR0333
 QR0333.The orthometric height was determined by differential leveling and
 QR0333.adjusted by the NATIONAL GEODETIC SURVEY
 QR0333.in June 1991.
 QR0333
 QR0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0333.GEOID18 height accuracy estimate available here.
 QR0333
 QR0333.Click photographs - Photos may exist for this station.
 QR0333
 QR0333.The dynamic height is computed by dividing the NAVD 88
 QR0333.geopotential number by the normal gravity value computed on the
 QR0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0333.degrees latitude (g = 980.6199 gals.).
 QR0333
 QR0333.The modeled gravity was interpolated from observed gravity values.
 QR0333
 QR0333;                    North         East    Units  Estimated Accuracy
 QR0333;SPC SD N     -   131,121.4     604,158.2     MT  (+/- 3 meters HH1 GPS) 
 QR0333
 QR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2535984863(NAD 83)
 QR0333
 QR0333                          SUPERSEDED SURVEY CONTROL
 QR0333
 QR0333  NGVD 29 (??/??/92)  634.00   (m)         2080.0    (f) COMPUTED    2 0
 QR0333
 QR0333.Superseded values are not recommended for survey control.
 QR0333
 QR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0333.See file dsdata.pdf to determine how the superseded data were derived.
 QR0333
 QR0333_MARKER: DR = REFERENCE MARK DISK
 QR0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0333_STAMPING: GETTYSBURG NO 1 1935
 QR0333_MARK LOGO: CGS
 QR0333_PROJECTION: PROJECTING 15 CENTIMETERS
 QR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0333+STABILITY: SURFACE MOTION
 QR0333
 QR0333  HISTORY     - Date     Condition        Report By
 QR0333  HISTORY     - 1935     MONUMENTED       CGS
 QR0333  HISTORY     - 1945     GOOD             CGS
 QR0333  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QR0333
 QR0333                          STATION DESCRIPTION
 QR0333
 QR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0333'NEAR GETTYSBURG.
 QR0333'133 FEET WEST OF TRIANGULATION STATION GETTYSBURG DESCRIBED
 QR0333'ABOVE, 96 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30
 QR0333'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH STREET,
 QR0333'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 QR0333'1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK,
 QR0333'STAMPED GETTYSBURG NO 1 1935 AND SET IN THE TOP OF A CONCRETE
 QR0333'POST PROJECTING 6 INCHES ABOVE GROUND.
 QR0333
 QR0333                          STATION RECOVERY (1945)
 QR0333
 QR0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QR0333'RECOVERED IN GOOD CONDITION.
 QR0333
 QR0333                          STATION RECOVERY (1996)
 QR0333
 QR0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0333'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0495 ***********************************************************************
 QT0495  DESIGNATION -  GILL
 QT0495  PID         -  QT0495
 QT0495  STATE/COUNTY-  SD/HARDING
 QT0495  COUNTRY     -  US
 QT0495  USGS QUAD   -  FLAT TOP BUTTE (2017)
 QT0495
 QT0495                         *CURRENT SURVEY CONTROL
 QT0495  ______________________________________________________________________
 QT0495* NAD 83(1996) POSITION- 45 27 01.05797(N) 103 05 32.38099(W)   ADJUSTED
 QT0495* NAVD 88 ORTHO HEIGHT -   955.    (meters)     3133.    (feet) SCALED
 QT0495  ______________________________________________________________________
 QT0495  GEOID HEIGHT    -        -16.734 (meters)                     GEOID18
 QT0495  LAPLACE CORR    -         -6.55  (seconds)                    DEFLEC18
 QT0495  HORZ ORDER      -  THIRD
 QT0495
 QT0495.The horizontal coordinates were established by classical geodetic methods
 QT0495.and adjusted by the National Geodetic Survey in January 1998.
 QT0495
 QT0495.The orthometric height was scaled from a topographic map.
 QT0495
 QT0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0495.GEOID18 height accuracy estimate available here.
 QT0495
 QT0495.Click photographs - Photos may exist for this station.
 QT0495
 QT0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0495
 QT0495. The following values were computed from the NAD 83(1996) position.
 QT0495
 QT0495;                    North         East     Units Scale Factor Converg.
 QT0495;SPC SD N     -   184,303.223   358,164.741   MT  0.99996335   -2 11 18.8
 QT0495;SPC SD N     -   604,668.16  1,175,078.82   sFT  0.99996335   -2 11 18.8
 QT0495;UTM  13      - 5,034,744.379   649,170.996   MT  0.99987359   +1 21 35.1
 QT0495
 QT0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0495!SPC SD N     -   0.99985285  x   0.99996335  =   0.99981620
 QT0495!UTM  13      -   0.99985285  x   0.99987359  =   0.99972646
 QT0495
 QT0495:                Primary Azimuth Mark                     Grid Az
 QT0495:SPC SD N     -  GILL AZ MK                               351 54 13.8
 QT0495:UTM  13      -  GILL AZ MK                               348 21 19.9
 QT0495
 QT0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL4917034744(NAD 83)
 QT0495
 QT0495|---------------------------------------------------------------------|
 QT0495| PID    Reference Object                     Distance      Geod. Az  |
 QT0495|                                                           dddmmss.s |
 QT0495| CQ7661 GILL RM 1                            11.674 METERS 14220     |
 QT0495| CQ7662 GILL RM 2                            11.538 METERS 23823     |
 QT0495| CQ7660 GILL AZ MK                                         3494255.0 |
 QT0495|---------------------------------------------------------------------|
 QT0495
 QT0495                          SUPERSEDED SURVEY CONTROL
 QT0495
 QT0495  NAD 83(1993)-  45 27 01.04925(N)    103 05 32.37803(W) AD(       ) 3
 QT0495  NAD 83(1986)-  45 27 01.04807(N)    103 05 32.37844(W) AD(       ) 3
 QT0495  NAD 27      -  45 27 01.07800(N)    103 05 30.76300(W) AD(       ) 3
 QT0495
 QT0495.Superseded values are not recommended for survey control.
 QT0495
 QT0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0495.See file dsdata.pdf to determine how the superseded data were derived.
 QT0495
 QT0495_MARKER: DS = TRIANGULATION STATION DISK
 QT0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0495_STAMPING: GILL 1952
 QT0495_MARK LOGO: CGS
 QT0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0495+STABILITY: SURFACE MOTION
 QT0495
 QT0495  HISTORY     - Date     Condition        Report By
 QT0495  HISTORY     - 1952     MONUMENTED       CGS
 QT0495
 QT0495                          STATION DESCRIPTION
 QT0495
 QT0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0495'THE STATION IS IN SECTION 12, T 17 N, R 8 E, ABOUT 8 MILES WEST
 QT0495'AND 1/2 MILE SOUTH OF SORUM, 6-1/2 MILES SOUTH AND 1/2 MILE WEST
 QT0495'OF REVA, 0.55 MILE SOUTH-SOUTHEAST OF A SMALL LAKE AND 8 FEET
 QT0495'SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 QT0495'
 QT0495'TO REACH THE STATION FROM THE POST OFFICE IN REVA, GO WEST ON
 QT0495'STATE HIGHWAY 8 FOR 0.55 MILE TO A SIDE ROAD LEFT, TURN LEFT
 QT0495'AND GO SOUTH ON THE MAIN GRADED DIRT ROAD FOR 6.4 MILES TO A
 QT0495'T-INTERSECTION AND A WIRE GATE STRAIGHT AHEAD, THE AZIMUTH MARK
 QT0495'IS ABOUT 50 FEET EAST OF THE GATE, PASS THROUGH GATE AND BEAR
 QT0495'LEFT FOR 0.1 MILE TO NORTH END OF A DAM, CROSS DAM AND GO SOUTH
 QT0495'ACROSS PASTURE LAND FOR 0.6 MILE TO HIGHEST PART OF RIDGE AND
 QT0495'THE STATION.
 QT0495'
 QT0495'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0495'GILL 1952.
 QT0495'
 QT0495'REFERENCE MARK 1 IS 40 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH
 QT0495'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0495'GILL NO 1 1952.
 QT0495'
 QT0495'REFERENCE MARK 2 IS 45 FEET WEST-SOUTHWEST OF A 4 X 4 INCH WITNESS
 QT0495'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GILL
 QT0495'NO 2 1952.
 QT0495'
 QT0495'THE AZIMUTH MARK IS 90 FEET SOUTHEAST OF THE CENTER OF THE
 QT0495'T-INTERSECTION, 33 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 QT0495'2 FEET EAST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT SOUTH OF A
 QT0495'WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0495'GILL 1952.
 QT0495'
 QT0495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0690 ***********************************************************************
 PU0690  DESIGNATION -  GINN
 PU0690  PID         -  PU0690
 PU0690  STATE/COUNTY-  SD/MEADE
 PU0690  COUNTRY     -  US
 PU0690  USGS QUAD   -  HAYDRAW (2017)
 PU0690
 PU0690                         *CURRENT SURVEY CONTROL
 PU0690  ______________________________________________________________________
 PU0690* NAD 83(1996) POSITION- 44 28 49.76653(N) 102 40 57.63032(W)   ADJUSTED
 PU0690* NAVD 88 ORTHO HEIGHT -   863.907 (meters)     2834.33  (feet) ADJUSTED
 PU0690  ______________________________________________________________________
 PU0690  GEOID HEIGHT    -        -18.206 (meters)                     GEOID18
 PU0690  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 PU0690  DYNAMIC HEIGHT  -        863.670 (meters)     2833.56  (feet) COMP
 PU0690  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 PU0690
 PU0690  HORZ ORDER      -  SECOND
 PU0690  VERT ORDER      -  SECOND    CLASS 0
 PU0690
 PU0690.The horizontal coordinates were established by classical geodetic methods
 PU0690.and adjusted by the National Geodetic Survey in January 1998.
 PU0690
 PU0690.The orthometric height was determined by differential leveling and
 PU0690.adjusted by the NATIONAL GEODETIC SURVEY
 PU0690.in June 1991.
 PU0690
 PU0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0690.GEOID18 height accuracy estimate available here.
 PU0690
 PU0690.Click photographs - Photos may exist for this station.
 PU0690
 PU0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0690
 PU0690.The dynamic height is computed by dividing the NAVD 88
 PU0690.geopotential number by the normal gravity value computed on the
 PU0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0690.degrees latitude (g = 980.6199 gals.).
 PU0690
 PU0690.The modeled gravity was interpolated from observed gravity values.
 PU0690
 PU0690. The following values were computed from the NAD 83(1996) position.
 PU0690
 PU0690;                    North         East     Units Scale Factor Converg.
 PU0690;SPC SD N     -    75,449.546   386,618.428   MT  0.99998838   -1 53 55.1
 PU0690;SPC SD N     -   247,537.39  1,268,430.63   sFT  0.99998838   -1 53 55.1
 PU0690;UTM  13      - 4,927,854.027   684,284.524   MT  1.00001766   +1 37 26.9
 PU0690
 PU0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0690!SPC SD N     -   0.99986741  x   0.99998838  =   0.99985580
 PU0690!UTM  13      -   0.99986741  x   1.00001766  =   0.99988507
 PU0690
 PU0690:                Primary Azimuth Mark                     Grid Az
 PU0690:SPC SD N     -  MONTE                                    354 03 12.0
 PU0690:UTM  13      -  MONTE                                    350 31 50.0
 PU0690
 PU0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8428427854(NAD 83)
 PU0690
 PU0690|---------------------------------------------------------------------|
 PU0690| PID    Reference Object                     Distance      Geod. Az  |
 PU0690|                                                           dddmmss.s |
 PU0690| PU0688 GINN RM 1                            15.051 METERS 17538     |
 PU0690| PU0689 GINN RM 2                            13.155 METERS 26504     |
 PU0690| PU0920 MONTE                               APPROX. 9.1 KM 3520916.9 |
 PU0690|---------------------------------------------------------------------|
 PU0690
 PU0690                          SUPERSEDED SURVEY CONTROL
 PU0690
 PU0690  NAD 83(1993)-  44 28 49.75861(N)    102 40 57.63080(W) AD(       ) 2
 PU0690  NAD 83(1986)-  44 28 49.75814(N)    102 40 57.63028(W) AD(       ) 2
 PU0690  NGVD 29 (??/??/92)  863.429  (m)         2832.77   (f) ADJ UNCH    2 0
 PU0690  NGVD 29             863.43   (m)         2832.8    (f) LEVELING    3  
 PU0690
 PU0690.Superseded values are not recommended for survey control.
 PU0690
 PU0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0690.See file dsdata.pdf to determine how the superseded data were derived.
 PU0690
 PU0690_MARKER: DS = TRIANGULATION STATION DISK
 PU0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0690_STAMPING: GINN 1962
 PU0690_MARK LOGO: CGS
 PU0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0690+STABILITY: SURFACE MOTION
 PU0690
 PU0690  HISTORY     - Date     Condition        Report By
 PU0690  HISTORY     - 1962     MONUMENTED       CGS
 PU0690  HISTORY     - 1962     GOOD             CGS
 PU0690
 PU0690                          STATION DESCRIPTION
 PU0690
 PU0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0690'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTHWEST OF ELM SPRINGS,
 PU0690'12-1/4 MILES EAST-NORTHEAST OF HEREFORD, AND 5-3/4 MILES SOUTH OF
 PU0690'UNION CENTER, ON THE WEST END OF A RIDGE OF HILLS ABOUT A MILE
 PU0690'LONG, ON HIGHWAY RIGHT-OF-WAY, AT A POINT WHERE THE ROAD CURVES
 PU0690'WEST AROUND THE END OF THE RIDGE.
 PU0690'
 PU0690'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE AT UNION
 PU0690'CENTER, GO WEST ON STATE HIGHWAY 34 FOR 0.7 MILE TO A FORK TO THE
 PU0690'LEFT.  TURN LEFT AND GO SOUTH 4.8 MILES ON GRADED GRAVELED ROAD
 PU0690'TO A SIDE ROAD ON THE RIGHT.  CONTINUE SOUTH 0.7 MILE TO A CURVE
 PU0690'TO THE RIGHT.  LEAVE THE ROAD AND CONTINUE STRAIGHT SOUTH ALONG
 PU0690'THE WEST SIDE OF THE RIGHT-OF-WAY FENCE 0.2 MILE TO THE TOP OF
 PU0690'THE RIDGE AND THE STATION.
 PU0690'
 PU0690'THE STATION MARK, A STANDARD DISK STAMPED GINN 1962 CEMENTED IN THE
 PU0690'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES
 PU0690'ABOVE GROUND, IS 5.8 FEET WEST-SOUTHWEST OF A FENCE POST WITH A
 PU0690'TRIANGLE BLAZE, AND 4.5 FEET WEST OF A METAL WITNESS POST WITH
 PU0690'SIGN.
 PU0690'
 PU0690'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED GINN NO 1 1962
 PU0690'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU0690'PROJECTING 2 INCHES ABOVE GROUND, IS 0.8 FEET WEST OF THE EAST
 PU0690'RIGHT-OF-WAY FENCE AND ABOUT 18 INCHES LOWER THAN STATION
 PU0690'ELEVATION.
 PU0690'
 PU0690'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED GINN NO 2 1962
 PU0690'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU0690'PROJECTING 4 INCHES ABOVE GROUND, IS ABOUT 1 FOOT LOWER THAN THE
 PU0690'STATION MARK.
 PU0690
 PU0690                          STATION RECOVERY (1962)
 PU0690
 PU0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0690'6.4 MI S FROM UNION CENTER.
 PU0690'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0690'CENTER, THENCE 5.7 MILES SOUTH ALONG A GRAVEL ROAD, 134 YARDS
 PU0690'EAST OF THE CENTER LINE OF THE ROAD, ON THE TOP OF A
 PU0690'NORTHWEST-SOUTHEAST RIDGE AND ON THE INSIDE OF A CURVE IN THE
 PU0690'ROAD, 4.8 FEET WEST OF A FENCE, 43.1 FEET EAST OF REFERENCE
 PU0690'MARK 2, 49.4 FEET NORTH-NORTHWEST OF THE REFERENCE MARK 1, 4.6
 PU0690'FEET WEST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST
 PU0690'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0688 ***********************************************************************
 PU0688  DESIGNATION -  GINN RM 1
 PU0688  PID         -  PU0688
 PU0688  STATE/COUNTY-  SD/MEADE
 PU0688  COUNTRY     -  US
 PU0688  USGS QUAD   -  HAYDRAW (2017)
 PU0688
 PU0688                         *CURRENT SURVEY CONTROL
 PU0688  ______________________________________________________________________
 PU0688* NAD 83(1986) POSITION- 44 28 49.28   (N) 102 40 57.58   (W)   HD_HELD1
 PU0688* NAVD 88 ORTHO HEIGHT -   863.278 (meters)     2832.27  (feet) ADJUSTED
 PU0688  ______________________________________________________________________
 PU0688  GEOID HEIGHT    -        -18.206 (meters)                     GEOID18
 PU0688  DYNAMIC HEIGHT  -        863.041 (meters)     2831.49  (feet) COMP
 PU0688  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 PU0688
 PU0688  VERT ORDER      -  SECOND    CLASS 0
 PU0688
 PU0688.The horizontal coordinates were determined by differentially corrected
 PU0688.hand held GPS observations or other comparable positioning techniques
 PU0688.and have an estimated accuracy of +/- 3 meters.
 PU0688
 PU0688.The orthometric height was determined by differential leveling and
 PU0688.adjusted by the NATIONAL GEODETIC SURVEY
 PU0688.in June 1991.
 PU0688
 PU0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0688.GEOID18 height accuracy estimate available here.
 PU0688
 PU0688.Click photographs - Photos may exist for this station.
 PU0688
 PU0688.The dynamic height is computed by dividing the NAVD 88
 PU0688.geopotential number by the normal gravity value computed on the
 PU0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0688.degrees latitude (g = 980.6199 gals.).
 PU0688
 PU0688.The modeled gravity was interpolated from observed gravity values.
 PU0688
 PU0688;                    North         East    Units  Estimated Accuracy
 PU0688;SPC SD N     -    75,434.5     386,619.0     MT  (+/- 3 meters HH1 GPS) 
 PU0688
 PU0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8428627839(NAD 83)
 PU0688
 PU0688                          SUPERSEDED SURVEY CONTROL
 PU0688
 PU0688  NGVD 29 (??/??/92)  862.800  (m)         2830.70   (f) ADJ UNCH    2 0
 PU0688
 PU0688.Superseded values are not recommended for survey control.
 PU0688
 PU0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0688.See file dsdata.pdf to determine how the superseded data were derived.
 PU0688
 PU0688_MARKER: DR = REFERENCE MARK DISK
 PU0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0688_STAMPING: GINN NO 1 1962
 PU0688_MARK LOGO: CGS
 PU0688_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0688+STABILITY: SURFACE MOTION
 PU0688
 PU0688  HISTORY     - Date     Condition        Report By
 PU0688  HISTORY     - 1962     MONUMENTED       CGS
 PU0688
 PU0688                          STATION DESCRIPTION
 PU0688
 PU0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0688'6.4 MI S FROM UNION CENTER.
 PU0688'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0688'CENTER, THENCE 5.7 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 136
 PU0688'YARDS EAST OF THE CENTER LINE OF THE ROAD AND ON THE INSIDE OF A
 PU0688'CURVE IN THE ROAD, ON A NORTHWEST-SOUTHEAST RIDGE, 10 FEET WEST
 PU0688'OF A FENCE, 49.4 FEET SOUTH-SOUTHEAST OF THE STATION AND IN THE
 PU0688'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0689 ***********************************************************************
 PU0689  DESIGNATION -  GINN RM 2
 PU0689  PID         -  PU0689
 PU0689  STATE/COUNTY-  SD/MEADE
 PU0689  COUNTRY     -  US
 PU0689  USGS QUAD   -  HAYDRAW (2017)
 PU0689
 PU0689                         *CURRENT SURVEY CONTROL
 PU0689  ______________________________________________________________________
 PU0689* NAD 83(1986) POSITION- 44 28 49.73   (N) 102 40 58.22   (W)   HD_HELD1
 PU0689* NAVD 88 ORTHO HEIGHT -   863.548 (meters)     2833.16  (feet) ADJUSTED
 PU0689  ______________________________________________________________________
 PU0689  GEOID HEIGHT    -        -18.205 (meters)                     GEOID18
 PU0689  DYNAMIC HEIGHT  -        863.311 (meters)     2832.38  (feet) COMP
 PU0689  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 PU0689
 PU0689  VERT ORDER      -  SECOND    CLASS 0
 PU0689
 PU0689.The horizontal coordinates were determined by differentially corrected
 PU0689.hand held GPS observations or other comparable positioning techniques
 PU0689.and have an estimated accuracy of +/- 3 meters.
 PU0689
 PU0689.The orthometric height was determined by differential leveling and
 PU0689.adjusted by the NATIONAL GEODETIC SURVEY
 PU0689.in June 1991.
 PU0689
 PU0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0689.GEOID18 height accuracy estimate available here.
 PU0689
 PU0689.Click photographs - Photos may exist for this station.
 PU0689
 PU0689.The dynamic height is computed by dividing the NAVD 88
 PU0689.geopotential number by the normal gravity value computed on the
 PU0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0689.degrees latitude (g = 980.6199 gals.).
 PU0689
 PU0689.The modeled gravity was interpolated from observed gravity values.
 PU0689
 PU0689;                    North         East    Units  Estimated Accuracy
 PU0689;SPC SD N     -    75,448.9     386,605.4     MT  (+/- 3 meters HH1 GPS) 
 PU0689
 PU0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8427127852(NAD 83)
 PU0689
 PU0689                          SUPERSEDED SURVEY CONTROL
 PU0689
 PU0689  NGVD 29 (??/??/92)  863.070  (m)         2831.59   (f) ADJ UNCH    2 0
 PU0689
 PU0689.Superseded values are not recommended for survey control.
 PU0689
 PU0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0689.See file dsdata.pdf to determine how the superseded data were derived.
 PU0689
 PU0689_MARKER: DR = REFERENCE MARK DISK
 PU0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0689_STAMPING: GINN NO 2 1962
 PU0689_MARK LOGO: CGS
 PU0689_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0689+STABILITY: SURFACE MOTION
 PU0689
 PU0689  HISTORY     - Date     Condition        Report By
 PU0689  HISTORY     - 1962     MONUMENTED       CGS
 PU0689
 PU0689                          STATION DESCRIPTION
 PU0689
 PU0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0689'6.4 MI S FROM UNION CENTER.
 PU0689'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0689'CENTER, THENCE 5.7 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 120
 PU0689'YARDS EAST OF THE CENTER LINE OF THE ROAD AND ON THE INSIDE OF A
 PU0689'CURVE IN THE ROAD, ON A NORTHWEST-SOUTHEAST RIDGE, 47.9 FEET
 PU0689'WEST OF A FENCE, 43.1 FEET WEST OF THE STATION AND IN THE TOP
 PU0689'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0919 ***********************************************************************
 QS0919  DESIGNATION -  GLAD
 QS0919  PID         -  QS0919
 QS0919  STATE/COUNTY-  SD/ZIEBACH
 QS0919  COUNTRY     -  US
 QS0919  USGS QUAD   -  GLAD VALLEY (2017)
 QS0919
 QS0919                         *CURRENT SURVEY CONTROL
 QS0919  ______________________________________________________________________
 QS0919* NAD 83(1996) POSITION- 45 24 00.83487(N) 101 46 18.05918(W)   ADJUSTED
 QS0919* NAVD 88 ORTHO HEIGHT -   767.    (meters)     2516.    (feet) SCALED
 QS0919  ______________________________________________________________________
 QS0919  GEOID HEIGHT    -        -19.793 (meters)                     GEOID18
 QS0919  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 QS0919  HORZ ORDER      -  SECOND
 QS0919
 QS0919.The horizontal coordinates were established by classical geodetic methods
 QS0919.and adjusted by the National Geodetic Survey in January 1998.
 QS0919
 QS0919.The orthometric height was scaled from a topographic map.
 QS0919
 QS0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0919.GEOID18 height accuracy estimate available here.
 QS0919
 QS0919.Click photographs - Photos may exist for this station.
 QS0919
 QS0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0919
 QS0919. The following values were computed from the NAD 83(1996) position.
 QS0919
 QS0919;                    North         East     Units Scale Factor Converg.
 QS0919;SPC SD N     -   175,637.967   461,301.284   MT  0.99995764   -1 15 14.0
 QS0919;SPC SD N     -   576,238.90  1,513,452.63   sFT  0.99995764   -1 15 14.0
 QS0919;UTM  14      - 5,031,150.016   283,076.237   MT  1.00017859   -1 58 27.4
 QS0919
 QS0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0919!SPC SD N     -   0.99988280  x   0.99995764  =   0.99984044
 QS0919!UTM  14      -   0.99988280  x   1.00017859  =   1.00006137
 QS0919
 QS0919:                Primary Azimuth Mark                     Grid Az
 QS0919:SPC SD N     -  GLAD AZ MK                               092 41 56.8
 QS0919:UTM  14      -  GLAD AZ MK                               093 25 10.2
 QS0919
 QS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8307631150(NAD 83)
 QS0919
 QS0919|---------------------------------------------------------------------|
 QS0919| PID    Reference Object                     Distance      Geod. Az  |
 QS0919|                                                           dddmmss.s |
 QS0919| CQ7663 GLAD AZ MK                                         0912642.8 |
 QS0919| QS0499 A 31                                 26.212 METERS 14052     |
 QS0919| QS0918 GLAD VALLEY ST BARTHOLOMEW CH        40.050 METERS 19351     |
 QS0919| AI2566 GLAD RM 2                            26.767 METERS 22428     |
 QS0919|---------------------------------------------------------------------|
 QS0919
 QS0919                          SUPERSEDED SURVEY CONTROL
 QS0919
 QS0919  NAD 83(1986)-  45 24 00.82648(N)    101 46 18.05779(W) AD(       ) 2
 QS0919  NAD 27      -  45 24 00.92200(N)    101 46 16.49600(W) AD(       ) 2
 QS0919
 QS0919.Superseded values are not recommended for survey control.
 QS0919
 QS0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0919.See file dsdata.pdf to determine how the superseded data were derived.
 QS0919
 QS0919_MARKER: DS = TRIANGULATION STATION DISK
 QS0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0919_STAMPING: GLAD 1952
 QS0919_MARK LOGO: CGS
 QS0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0919+STABILITY: SURFACE MOTION
 QS0919
 QS0919  HISTORY     - Date     Condition        Report By
 QS0919  HISTORY     - 1952     MONUMENTED       CGS
 QS0919  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0919
 QS0919                          STATION DESCRIPTION
 QS0919
 QS0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0919'THE STATION IS IN SECTION 27, T 17 N, R 19 E, ON THE RIGHT-OF-WAY
 QS0919'OF STATE HIGHWAY 8, 0.4 MILE EAST OF GLAD VALLEY, 115 FEET
 QS0919'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ST. BARTHOLOMEW
 QS0919'CATHOLIC CHURCH, 30 FEET SOUTHEAST OF A POWERLINE POLE, 29 FEET
 QS0919'NORTH OF THE CENTER OF THE HIGHWAY AND 20.5 FEET EAST OF A WHITE 4
 QS0919'IN X 4 IN WITNESS POST.
 QS0919'
 QS0919'TO REACH THE STATION FROM THE CROSS ROAD IN GLAD VALLEY, GO EAST
 QS0919'ON STATE HIGHWAY 8 FOR 0.4 MILE TO THE CHURCH ON THE RIGHT AND THE
 QS0919'STATION ON THE LEFT.
 QS0919'
 QS0919'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY
 QS0919'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED BELOW.
 QS0919'
 QS0919'BENCH MARK A 31 WAS USED AS REFERENCE MARK 1.  IT IS 39 FEET SOUTH
 QS0919'OF THE CENTER OF THE HIGHWAY, 26 FEET EAST OF THE CENTER OF THE
 QS0919'CHURCH ENTRANCE AND 4.5 FEET SOUTHWEST OF A FENCE CORNER.  THE
 QS0919'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 QS0919'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST, THAT IS
 QS0919'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED A
 QS0919'31 1934.
 QS0919'
 QS0919'REFERENCE MARK 2 IS 35 FEET NORTH OF THE NORTHWEST CORNER OF
 QS0919'THE CHURCH, 33 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT
 QS0919'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 QS0919'IS STAMPED GLAD NO 2 1952.
 QS0919'
 QS0919'THE AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 QS0919'4.5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 3 FEET
 QS0919'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QS0919'STAMPED GLAD 1952.
 QS0919'
 QS0919'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0919
 QS0919                          STATION RECOVERY (1999)
 QS0919
 QS0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0919'THE CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK
 QS0919'MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2566 ***********************************************************************
 AI2566  DESIGNATION -  GLAD RM 2
 AI2566  PID         -  AI2566
 AI2566  STATE/COUNTY-  SD/ZIEBACH
 AI2566  COUNTRY     -  US
 AI2566  USGS QUAD   -  GLAD VALLEY (2017)
 AI2566
 AI2566                         *CURRENT SURVEY CONTROL
 AI2566  ______________________________________________________________________
 AI2566* NAD 83(1986) POSITION- 45 24 00.22   (N) 101 46 18.92   (W)   HD_HELD1
 AI2566* NAVD 88 ORTHO HEIGHT -   768.015 (meters)     2519.73  (feet) ADJUSTED
 AI2566  ______________________________________________________________________
 AI2566  GEOID HEIGHT    -        -19.793 (meters)                     GEOID18
 AI2566  DYNAMIC HEIGHT  -        767.897 (meters)     2519.34  (feet) COMP
 AI2566  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 AI2566
 AI2566  VERT ORDER      -  FIRST     CLASS II
 AI2566
 AI2566.The horizontal coordinates were determined by differentially corrected
 AI2566.hand held GPS observations or other comparable positioning techniques
 AI2566.and have an estimated accuracy of +/- 3 meters.
 AI2566
 AI2566.The orthometric height was determined by differential leveling and
 AI2566.adjusted by the NATIONAL GEODETIC SURVEY
 AI2566.in April 2000.
 AI2566
 AI2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2566.GEOID18 height accuracy estimate available here.
 AI2566
 AI2566.Click photographs - Photos may exist for this station.
 AI2566
 AI2566.The dynamic height is computed by dividing the NAVD 88
 AI2566.geopotential number by the normal gravity value computed on the
 AI2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2566.degrees latitude (g = 980.6199 gals.).
 AI2566
 AI2566.The modeled gravity was interpolated from observed gravity values.
 AI2566
 AI2566;                    North         East    Units  Estimated Accuracy
 AI2566;SPC SD N     -   175,619.4     461,282.2     MT  (+/- 3 meters HH1 GPS) 
 AI2566
 AI2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8305631131(NAD 83)
 AI2566
 AI2566                          SUPERSEDED SURVEY CONTROL
 AI2566
 AI2566.No superseded survey control is available for this station.
 AI2566
 AI2566_MARKER: DR = REFERENCE MARK DISK
 AI2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2566_STAMPING: GLAD NO 2 1952
 AI2566_MARK LOGO: CGS
 AI2566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2566+STABILITY: SURFACE MOTION
 AI2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2566+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI2566
 AI2566  HISTORY     - Date     Condition        Report By
 AI2566  HISTORY     - 1952     MONUMENTED       CGS
 AI2566  HISTORY     - 19990622 GOOD             NGS
 AI2566
 AI2566                          STATION DESCRIPTION
 AI2566
 AI2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2566'28.2 KM (17.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI2566'OFFICE IN ISABEL, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A GRAVELED
 AI2566'ROAD, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A TRACK ROAD (OLD HIGHWAY
 AI2566'8), 35.4 M (116.1 FT) WEST OF BENCH MARK A 31, 27.0 M (88.6 FT) WEST
 AI2566'OF THE CENTER OF A GATE, 8.1 M (26.6 FT) SOUTH OF THE ROAD CENTER, 0.3
 AI2566'M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A
 AI2566'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI2566'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GENE BIERMAN, BOX
 AI2566'3, GLAD VALLEY, SD 57629.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0918 ***********************************************************************
 QS0918  DESIGNATION -  GLAD VALLEY ST BARTHOLOMEW CH
 QS0918  PID         -  QS0918
 QS0918  STATE/COUNTY-  SD/ZIEBACH
 QS0918  COUNTRY     -  US
 QS0918  USGS QUAD   -  GLAD VALLEY (2017)
 QS0918
 QS0918                         *CURRENT SURVEY CONTROL
 QS0918  ______________________________________________________________________
 QS0918* NAD 83(1996) POSITION- 45 23 59.57530(N) 101 46 18.50007(W)   ADJUSTED
 QS0918  ______________________________________________________________________
 QS0918  GEOID HEIGHT    -        -19.793 (meters)                     GEOID18
 QS0918  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 QS0918  HORZ ORDER      -  THIRD
 QS0918
 QS0918.The horizontal coordinates were established by classical geodetic methods
 QS0918.and adjusted by the National Geodetic Survey in January 1998.
 QS0918
 QS0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0918.GEOID18 height accuracy estimate available here.
 QS0918
 QS0918.Click photographs - Photos may exist for this station.
 QS0918
 QS0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0918
 QS0918. The following values were computed from the NAD 83(1996) position.
 QS0918
 QS0918;                    North         East     Units Scale Factor Converg.
 QS0918;SPC SD N     -   175,599.302   461,290.847   MT  0.99995761   -1 15 14.3
 QS0918;SPC SD N     -   576,112.04  1,513,418.39   sFT  0.99995761   -1 15 14.3
 QS0918;UTM  14      - 5,031,111.477   283,065.312   MT  1.00017865   -1 58 27.7
 QS0918
 QS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8306531111(NAD 83)
 QS0918
 QS0918                          SUPERSEDED SURVEY CONTROL
 QS0918
 QS0918  NAD 83(1986)-  45 23 59.56670(N)    101 46 18.49716(W) AD(       ) 3
 QS0918  NAD 27      -  45 23 59.66800(N)    101 46 16.93400(W) AD(       ) 3
 QS0918
 QS0918.Superseded values are not recommended for survey control.
 QS0918
 QS0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0918.See file dsdata.pdf to determine how the superseded data were derived.
 QS0918
 QS0918_MARKER: 91 = CHURCH CROSS
 QS0918
 QS0918  HISTORY     - Date     Condition        Report By
 QS0918  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0918
 QS0918                          STATION DESCRIPTION
 QS0918
 QS0918'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0790 ***********************************************************************
 QS0790  DESIGNATION -  GLEN
 QS0790  PID         -  QS0790
 QS0790  STATE/COUNTY-  SD/DEWEY
 QS0790  COUNTRY     -  US
 QS0790  USGS QUAD   -  GLENCROSS NE (2017)
 QS0790
 QS0790                         *CURRENT SURVEY CONTROL
 QS0790  ______________________________________________________________________
 QS0790* NAD 83(1996) POSITION- 45 25 03.14212(N) 100 49 36.70679(W)   ADJUSTED
 QS0790* NAVD 88 ORTHO HEIGHT -   648.    (meters)     2126.    (feet) SCALED
 QS0790  ______________________________________________________________________
 QS0790  GEOID HEIGHT    -        -21.440 (meters)                     GEOID18
 QS0790  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 QS0790  HORZ ORDER      -  SECOND
 QS0790
 QS0790.The horizontal coordinates were established by classical geodetic methods
 QS0790.and adjusted by the National Geodetic Survey in January 1998.
 QS0790
 QS0790.The orthometric height was scaled from a topographic map.
 QS0790
 QS0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0790.GEOID18 height accuracy estimate available here.
 QS0790
 QS0790.Click photographs - Photos may exist for this station.
 QS0790
 QS0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0790
 QS0790. The following values were computed from the NAD 83(1996) position.
 QS0790
 QS0790;                    North         East     Units Scale Factor Converg.
 QS0790;SPC SD N     -   176,374.213   535,283.466   MT  0.99995953   -0 35 06.7
 QS0790;SPC SD N     -   578,654.40  1,756,175.84   sFT  0.99995953   -0 35 06.7
 QS0790;UTM  14      - 5,030,958.721   357,065.164   MT  0.99985120   -1 18 05.0
 QS0790
 QS0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0790!SPC SD N     -   0.99990171  x   0.99995953  =   0.99986125
 QS0790!UTM  14      -   0.99990171  x   0.99985120  =   0.99975293
 QS0790
 QS0790:                Primary Azimuth Mark                     Grid Az
 QS0790:SPC SD N     -  GLEN AZ MK                               261 24 07.8
 QS0790:UTM  14      -  GLEN AZ MK                               262 07 06.1
 QS0790
 QS0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5706530958(NAD 83)
 QS0790
 QS0790|---------------------------------------------------------------------|
 QS0790| PID    Reference Object                     Distance      Geod. Az  |
 QS0790|                                                           dddmmss.s |
 QS0790| QS0771 TRAIL CITY QUEEN ROSARY CHURCH      APPROX. 9.9 KM 0504044.0 |
 QS0790| QS0769 TRAIL CITY BAGLEY E ELEV S GAB      APPROX. 9.9 KM 0523248.8 |
 QS0790| QS0772 J KRUMS RED BARN VENTILATOR         APPROX.10.9 KM 0650416.5 |
 QS0790| CO5047 GLEN RM 1                            10.836 METERS 07842     |
 QS0790| CO5048 GLEN RM 2                            11.405 METERS 17453     |
 QS0790| CO5046 GLEN AZ MK                                         2604901.1 |
 QS0790| QS0799 GLENCROSS SAC HEART CH SPIRE        APPROX. 8.0 KM 2925515.0 |
 QS0790| QS0798 GLENCROSS BAGLEY ELEV S GABLE       APPROX. 8.2 KM 2954503.3 |
 QS0790|---------------------------------------------------------------------|
 QS0790
 QS0790                          SUPERSEDED SURVEY CONTROL
 QS0790
 QS0790  NAD 83(1986)-  45 25 03.13408(N)    100 49 36.70465(W) AD(       ) 2
 QS0790  NAD 27      -  45 25 03.16600(N)    100 49 35.19700(W) AD(       ) 2
 QS0790
 QS0790.Superseded values are not recommended for survey control.
 QS0790
 QS0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0790.See file dsdata.pdf to determine how the superseded data were derived.
 QS0790
 QS0790_MARKER: DS = TRIANGULATION STATION DISK
 QS0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0790_STAMPING: GLEN 1952
 QS0790_MARK LOGO: CGS
 QS0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0790+STABILITY: SURFACE MOTION
 QS0790
 QS0790  HISTORY     - Date     Condition        Report By
 QS0790  HISTORY     - 1952     MONUMENTED       CGS
 QS0790
 QS0790                          STATION DESCRIPTION
 QS0790
 QS0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0790'THE STATION IS ABOUT 5 MILES SOUTHEAST OF GLENCROSS, 4 MILES
 QS0790'SOUTH OF STATE HIGHWAY 8, IN SECTION 20, T 17 N, R 27 E, 49
 QS0790'FEET SOUTHWEST OF CENTER OF TRACK ROAD, AND 5 FEET NORTHEAST
 QS0790'OF A 4 X 4 INCH WITNESS POST.
 QS0790'
 QS0790'TO REACH THE STATION FROM THE POST OFFICE IN GLENCROSS, GO
 QS0790'SOUTH ON GRAVELED ROAD FOR 0.35 MILE TO A T-INTERSECTION, TURN
 QS0790'LEFT AND GO EAST ON GRADED DIRT ROAD FOR 3.4 MILES TO A SIDE
 QS0790'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1.9 MILES TO A TRACK
 QS0790'ROAD LEFT, TURN LEFT ON TRACK ROAD AND GO EAST FOR 1.0 MILE TO
 QS0790'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST ON
 QS0790'TRACK ROAD FOR 0.4 MILE TO TOP OF RIDGE AND STATION ON RIGHT.
 QS0790'
 QS0790'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0790'GLEN 1952.
 QS0790'
 QS0790'REFERENCE MARK 1 IS 22 FEET SOUTHWEST OF CENTER OF TRACK ROAD.
 QS0790'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GLEN NO 1
 QS0790'1952.
 QS0790'
 QS0790'REFERENCE MARK 2 IS 33 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QS0790'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED GLEN NO
 QS0790'2 1952.
 QS0790'
 QS0790'THE AZIMUTH MARK IS 0.05 MILE SOUTH OF A TRACK ROAD, 3 FEET
 QS0790'EAST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT NORTH OF A WIRE
 QS0790'FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0790'GLEN 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0280 ***********************************************************************
 PR0280  DESIGNATION -  GLEN RESET
 PR0280  PID         -  PR0280
 PR0280  STATE/COUNTY-  SD/DEUEL
 PR0280  COUNTRY     -  US
 PR0280  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0280
 PR0280                         *CURRENT SURVEY CONTROL
 PR0280  ______________________________________________________________________
 PR0280* NAD 83(1996) POSITION- 44 50 45.49979(N) 096 31 15.15896(W)   ADJUSTED
 PR0280* NAVD 88 ORTHO HEIGHT -   483.72  (meters)     1587.0   (feet) RESET
 PR0280  ______________________________________________________________________
 PR0280  GEOID HEIGHT    -        -25.552 (meters)                     GEOID18
 PR0280  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 PR0280  HORZ ORDER      -  FIRST
 PR0280  VERT ORDER      -  THIRD
 PR0280
 PR0280.The horizontal coordinates were established by classical geodetic methods
 PR0280.and adjusted by the National Geodetic Survey in January 1998.
 PR0280
 PR0280.The orthometric height was computed from unverified reset data.
 PR0280
 PR0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0280.GEOID18 height accuracy estimate available here.
 PR0280
 PR0280.Click photographs - Photos may exist for this station.
 PR0280
 PR0280.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0280
 PR0280. The following values were computed from the NAD 83(1996) position.
 PR0280
 PR0280;                    North         East     Units Scale Factor Converg.
 PR0280;SPC SD N     -   118,435.486   874,952.126   MT  0.99994550   +2 27 44.3
 PR0280;SPC SD N     -   388,567.09  2,870,572.10   sFT  0.99994550   +2 27 44.3
 PR0280;UTM  14      - 4,968,830.058   695,915.988   MT  1.00007201   +1 44 55.8
 PR0280
 PR0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0280!SPC SD N     -   0.99992817  x   0.99994550  =   0.99987367
 PR0280!UTM  14      -   0.99992817  x   1.00007201  =   1.00000017
 PR0280
 PR0280:                Primary Azimuth Mark                     Grid Az
 PR0280:SPC SD N     -  GLEN AZ MK                               175 43 20.2
 PR0280:UTM  14      -  GLEN AZ MK                               176 26 08.7
 PR0280
 PR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9591568830(NAD 83)
 PR0280
 PR0280|---------------------------------------------------------------------|
 PR0280| PID    Reference Object                     Distance      Geod. Az  |
 PR0280|                                                           dddmmss.s |
 PR0280| PR0730 CANBY MUNICIPAL TANK                APPROX.24.9 KM 1275231.3 |
 PR0280| PR0729 CANBY LIGHT AND POWER CO STACK      APPROX.24.3 KM 1281114.5 |
 PR0280| PR0935 GARY MUNICIPAL TANK                 APPROX. 8.0 KM 1403244.5 |
 PR0280| PR0277 GLEN AZ MK                                         1781104.5 |
 PR0280| PR0278 GLEN RM 2                            36.649 METERS 18132     |
 PR0280| PR0982 ALTAMONT LUTH CH SPIRE              APPROX.13.4 KM 2660609.3 |
 PR0280| PR0281 GLEN RM 1                            38.822 METERS 35754     |
 PR0280|---------------------------------------------------------------------|
 PR0280
 PR0280                          SUPERSEDED SURVEY CONTROL
 PR0280
 PR0280  NAD 83(1986)-  44 50 45.49783(N)    096 31 15.14507(W) AD(       ) 1
 PR0280  NAD 27      -  44 50 45.62800(N)    096 31 13.94500(W) AD(       ) 1
 PR0280
 PR0280.Superseded values are not recommended for survey control.
 PR0280
 PR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0280.See file dsdata.pdf to determine how the superseded data were derived.
 PR0280
 PR0280_MARKER: DS = TRIANGULATION STATION DISK
 PR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0280_STAMPING: GLEN 1935 1966
 PR0280_MARK LOGO: CGS
 PR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0280+STABILITY: SURFACE MOTION
 PR0280
 PR0280  HISTORY     - Date     Condition        Report By
 PR0280  HISTORY     - 1966     MONUMENTED       CGS
 PR0280
 PR0280                          STATION DESCRIPTION
 PR0280
 PR0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0280'THE SURFACE STATION MARK HAD BEEN DESTROYED.  THE UNDERGROUND MARK,
 PR0280'REFERENCE MARKS AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND FOUND IN
 PR0280'GOOD CONDITION.  A NEW STATION MARK WAS SET OVER THE UNDERGROUND MARK
 PR0280'AFTER IT HAD BEEN LOWERED VERTICALLY.
 PR0280'
 PR0280'TO REACH FROM GARY, FROM THE INTERSECTION OF THE MAIN STREET AND A
 PR0280'COUNTY ROAD ABOUT 2-1/2 BLOCKS SOUTH OF THE POST OFFICE, BY GOING WEST
 PR0280'ON THE COUNTY ROAD FOR 1.15 MILES TO CROSSROADS, TURN RIGHT AND GO
 PR0280'NORTH ON SURFACED ROAD FOR 3.95 MILES TO A SIDE ROAD LEFT, TURN LEFT
 PR0280'AND GO WEST FOR 2.0 MILES TO A T-ROAD LEFT, TURN LEFT AND GO SOUTH FOR
 PR0280'0.2 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 PR0280'CONTINUE SOUTH FOR 0.5 MILE TO MARK ON LEFT.
 PR0280'
 PR0280'THE STATION IS 39.5 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 37
 PR0280'FEET WEST OF THE CENTERLINE OF THE ROAD AND 4.5 FEET EAST OF A METAL
 PR0280'WITNESS POST SET IN RIGHT OF WAY FENCE.  THE STATION MARK IS ABOUT 2
 PR0280'FEET LOWER THAN THE TOP OF THE ROAD BANK AND THE DISK IS STAMPED GLEN
 PR0280'1935 1966.
 PR0280'
 PR0280'R.M. NO. 1 IS ABOUT 47 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 PR0280'FOOT EAST OF RIGHT OF WAY FENCE.  MARK PROJECTS 2 INCHES AND THE DISK
 PR0280'IS STAMPED GLEN NO 1 1935.
 PR0280'
 PR0280'R.M. NO. 2 IS 48 FEET WEST OF CENTERLINE OF ROAD AND 1 FOOT EAST OF
 PR0280'RIGHT OF WAY FENCE.  MARK PROJECTS 2 INCHES AND DISK IS STAMPED GLEN
 PR0280'NO 2 1935.
 PR0280'
 PR0280'THE AZIMUTH MARK IS 32 FEET EAST OF CENTERLINE OF THE ROAD, 1 FOOT
 PR0280'NORTH OF A METAL WITNESS POST AND 0.5 FOOT WEST OF RIGHT OF WAY FENCE.
 PR0280'MARK PROJECTS 2 INCHES AND DISK IS STAMPED GLEN 1935.
 PR0280'
 PR0280'THE ELEVATION OF THE STATION IS 1,586.228 FEET.
 PR0280'
 PR0280'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST OF
 PR0280'GARY
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2578 ***********************************************************************
 AI2578  DESIGNATION -  GLENCROSS AZ MK
 AI2578  PID         -  AI2578
 AI2578  STATE/COUNTY-  SD/CORSON
 AI2578  COUNTRY     -  US
 AI2578  USGS QUAD   -  GLENCROSS NE (2017)
 AI2578
 AI2578                         *CURRENT SURVEY CONTROL
 AI2578  ______________________________________________________________________
 AI2578* NAD 83(1986) POSITION- 45 28 22.     (N) 100 50 45.     (W)   SCALED
 AI2578* NAVD 88 ORTHO HEIGHT -   655.869 (meters)     2151.80  (feet) ADJUSTED
 AI2578  ______________________________________________________________________
 AI2578  GEOID HEIGHT    -        -21.351 (meters)                     GEOID18
 AI2578  DYNAMIC HEIGHT  -        655.789 (meters)     2151.53  (feet) COMP
 AI2578  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 AI2578
 AI2578  VERT ORDER      -  FIRST     CLASS II
 AI2578
 AI2578.The horizontal coordinates were scaled from a map and have
 AI2578.an estimated accuracy of +/- 6 seconds.
 AI2578
 AI2578.The orthometric height was determined by differential leveling and
 AI2578.adjusted by the NATIONAL GEODETIC SURVEY
 AI2578.in April 2000.
 AI2578
 AI2578.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2578.GEOID18 height accuracy estimate available here.
 AI2578
 AI2578.Click photographs - Photos may exist for this station.
 AI2578
 AI2578.The dynamic height is computed by dividing the NAVD 88
 AI2578.geopotential number by the normal gravity value computed on the
 AI2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2578.degrees latitude (g = 980.6199 gals.).
 AI2578
 AI2578.The modeled gravity was interpolated from observed gravity values.
 AI2578
 AI2578;                    North         East    Units  Estimated Accuracy
 AI2578;SPC SD N     -   182,530.      533,860.      MT  (+/- 180 meters Scaled)
 AI2578
 AI2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR557371(NAD 83)
 AI2578
 AI2578                          SUPERSEDED SURVEY CONTROL
 AI2578
 AI2578.No superseded survey control is available for this station.
 AI2578
 AI2578_MARKER: DZ = AZIMUTH MARK DISK
 AI2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2578_STAMPING: GLENCROSS 1952
 AI2578_MARK LOGO: CGS
 AI2578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2578+STABILITY: SURFACE MOTION
 AI2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2578+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI2578
 AI2578  HISTORY     - Date     Condition        Report By
 AI2578  HISTORY     - 1952     MONUMENTED       CGS
 AI2578  HISTORY     - 19990623 GOOD             NGS
 AI2578
 AI2578                          STATION DESCRIPTION
 AI2578
 AI2578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2578'9.2 KM (5.70 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2578'IN TRAIL CITY, 744.0 M (2440.9 FT) EAST OF MILEPOST 174, 19.0 M (62.3
 AI2578'FT) EAST OF A UTILITY POLE, 13.9 M (45.6 FT) NORTH OF THE HIGHWAY
 AI2578'CENTERLINE, 3.1 M (10.2 FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M
 AI2578'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 AI2578'M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI2578'PROPERTY OWNED BY LAURIE JONES, BOX 156, TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH8562 ***********************************************************************
 AH8562  DESIGNATION -  GLENCROSS AZ MK 2
 AH8562  PID         -  AH8562
 AH8562  STATE/COUNTY-  SD/DEWEY
 AH8562  COUNTRY     -  US
 AH8562  USGS QUAD   -  GLENCROSS NE (2017)
 AH8562
 AH8562                         *CURRENT SURVEY CONTROL
 AH8562  ______________________________________________________________________
 AH8562* NAD 83(1986) POSITION- 45 28 21.28   (N) 100 50 55.72   (W)   HD_HELD1
 AH8562* NAVD 88 ORTHO HEIGHT -   654.065 (meters)     2145.88  (feet) ADJUSTED
 AH8562  ______________________________________________________________________
 AH8562  GEOID HEIGHT    -        -21.349 (meters)                     GEOID18
 AH8562  DYNAMIC HEIGHT  -        653.985 (meters)     2145.62  (feet) COMP
 AH8562  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 AH8562
 AH8562  VERT ORDER      -  FIRST     CLASS II
 AH8562
 AH8562.The horizontal coordinates were determined by differentially corrected
 AH8562.hand held GPS observations or other comparable positioning techniques
 AH8562.and have an estimated accuracy of +/- 3 meters.
 AH8562
 AH8562.The orthometric height was determined by differential leveling and
 AH8562.adjusted by the NATIONAL GEODETIC SURVEY
 AH8562.in April 2000.
 AH8562
 AH8562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8562.GEOID18 height accuracy estimate available here.
 AH8562
 AH8562.Click photographs - Photos may exist for this station.
 AH8562
 AH8562.The dynamic height is computed by dividing the NAVD 88
 AH8562.geopotential number by the normal gravity value computed on the
 AH8562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8562.degrees latitude (g = 980.6199 gals.).
 AH8562
 AH8562.The modeled gravity was interpolated from observed gravity values.
 AH8562
 AH8562;                    North         East    Units  Estimated Accuracy
 AH8562;SPC SD N     -   182,508.4     533,629.8     MT  (+/- 3 meters HH1 GPS) 
 AH8562
 AH8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5548837112(NAD 83)
 AH8562
 AH8562                          SUPERSEDED SURVEY CONTROL
 AH8562
 AH8562.No superseded survey control is available for this station.
 AH8562
 AH8562_MARKER: DZ = AZIMUTH MARK DISK
 AH8562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8562_STAMPING: GLENCROSS 1952 NO 2 1982
 AH8562_MARK LOGO: NGS
 AH8562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8562+STABILITY: SURFACE MOTION
 AH8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8562+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AH8562
 AH8562  HISTORY     - Date     Condition        Report By
 AH8562  HISTORY     - 1982     MONUMENTED       NGS
 AH8562  HISTORY     - 19990921 GOOD             NGS
 AH8562
 AH8562                          STATION DESCRIPTION
 AH8562
 AH8562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AH8562'THE STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) NORTHEAST OF GLENCROSS,
 AH8562'ALONG THE SOUTH SIDE OF HIGHWAY 20 AND JUST SOUTH OF THE DEWEY-CORSON
 AH8562'COUNTY LINE.  TO REACH THE STATION FROM THE POST OFFICE IN TIMBER
 AH8562'LAKE, GO NORTH ON MAIN STREET FOR 0.5 KM (0.30 MI) TO HIGHWAY 20.
 AH8562'FOLLOW HIGHWAY 20 NORTH AND EAST FOR 17 KM (10.55 MI) TO A SIDE ROAD
 AH8562'RIGHT.  LEADING TO GLENCROSS.  CONTINUE EAST ALONG THE HIGHWAY FOR 5.2
 AH8562'KM (3.25 MI) TO THE STATION ON THE RIGHT.  THE STATION MARK IS A
 AH8562'STANDARD NGS AZIMUTH DISK STAMPED--GLENCROSS 1952 NO 2 1982--SET INTO
 AH8562'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER AND
 AH8562'PROJECTS 5 CM (2 INCHES).  IT IS 9.3 M (30.5 FT) SOUTH OF THE CENTER
 AH8562'OF THE HIGHWAY, 0.55 M (1.80 FT) WEST OF A METAL WITNESS POST, AND
 AH8562'0.28 M (0.92 FT) NORTH OF A FENCE.
 AH8562
 AH8562                          STATION RECOVERY (1999)
 AH8562
 AH8562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH8562'9.2 KM (5.70 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH8562'IN TRAIL CITY, 518.0 M (1699.5 FT) EAST OF MILEPOST 174, 9.1 M (29.9
 AH8562'FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) WEST OF A WITNESS
 AH8562'POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)
 AH8562'NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AH8562'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0798 ***********************************************************************
 QS0798  DESIGNATION -  GLENCROSS BAGLEY ELEV S GABLE
 QS0798  PID         -  QS0798
 QS0798  STATE/COUNTY-  SD/DEWEY
 QS0798  COUNTRY     -  US
 QS0798  USGS QUAD   -  GLENCROSS (2017)
 QS0798
 QS0798                         *CURRENT SURVEY CONTROL
 QS0798  ______________________________________________________________________
 QS0798* NAD 83(1996) POSITION- 45 26 58.63781(N) 100 55 17.29738(W)   ADJUSTED
 QS0798  ______________________________________________________________________
 QS0798  GEOID HEIGHT    -        -21.332 (meters)                     GEOID18
 QS0798  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 QS0798  HORZ ORDER      -  THIRD
 QS0798
 QS0798.The horizontal coordinates were established by classical geodetic methods
 QS0798.and adjusted by the National Geodetic Survey in January 1998.
 QS0798
 QS0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0798.GEOID18 height accuracy estimate available here.
 QS0798
 QS0798.Click photographs - Photos may exist for this station.
 QS0798
 QS0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0798
 QS0798. The following values were computed from the NAD 83(1996) position.
 QS0798
 QS0798;                    North         East     Units Scale Factor Converg.
 QS0798;SPC SD N     -   180,019.417   527,919.577   MT  0.99996327   -0 39 07.8
 QS0798;SPC SD N     -   590,613.70  1,732,016.15   sFT  0.99996327   -0 39 07.8
 QS0798;UTM  14      - 5,034,695.399   349,748.164   MT  0.99987757   -1 22 10.4
 QS0798
 QS0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4974834695(NAD 83)
 QS0798
 QS0798                          SUPERSEDED SURVEY CONTROL
 QS0798
 QS0798  NAD 83(1986)-  45 26 58.62937(N)    100 55 17.29387(W) AD(       ) 3
 QS0798  NAD 27      -  45 26 58.67000(N)    100 55 15.78000(W) AD(       ) 3
 QS0798
 QS0798.Superseded values are not recommended for survey control.
 QS0798
 QS0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0798.See file dsdata.pdf to determine how the superseded data were derived.
 QS0798
 QS0798_MARKER: 81 = GABLE
 QS0798
 QS0798  HISTORY     - Date     Condition        Report By
 QS0798  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0798
 QS0798                          STATION DESCRIPTION
 QS0798
 QS0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0798'THE STATION IS A WOODEN BUILDING PAINTED RED, ABOUT 80 FEET
 QS0798'HIGH.  IT IS LOCATED IN THE NORTHERN PART OF THE TOWN OF
 QS0798'GLENCROSS, JUST SOUTH OF THE CHICAGO MILWAUKEE ST. PAUL AND
 QS0798'PACIFIC RAILROAD TRACKS, AND EAST OF THE FARMERS NATIONAL
 QS0798'GRAIN ELEVATOR.
 QS0798'
 QS0798'THE POINT OBSERVED WAS THE APEX OF THE SOUTH GABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0789 ***********************************************************************
 QS0789  DESIGNATION -  GLENCROSS RESET
 QS0789  PID         -  QS0789
 QS0789  STATE/COUNTY-  SD/CORSON
 QS0789  COUNTRY     -  US
 QS0789  USGS QUAD   -  GLENCROSS NE (2017)
 QS0789
 QS0789                         *CURRENT SURVEY CONTROL
 QS0789  ______________________________________________________________________
 QS0789* NAD 83(1996) POSITION- 45 28 23.81223(N) 100 51 14.60425(W)   ADJUSTED
 QS0789* NAVD 88 ORTHO HEIGHT -   657.237 (meters)     2156.29  (feet) ADJUSTED
 QS0789  ______________________________________________________________________
 QS0789  GEOID HEIGHT    -        -21.346 (meters)                     GEOID18
 QS0789  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 QS0789  DYNAMIC HEIGHT  -        657.156 (meters)     2156.02  (feet) COMP
 QS0789  MODELED GRAVITY -    980,471.4   (mgal)                       NAVD 88
 QS0789
 QS0789  HORZ ORDER      -  THIRD
 QS0789  VERT ORDER      -  FIRST     CLASS II
 QS0789
 QS0789.The horizontal coordinates were established by classical geodetic methods
 QS0789.and adjusted by the National Geodetic Survey in January 1998.
 QS0789
 QS0789.The orthometric height was determined by differential leveling and
 QS0789.adjusted by the NATIONAL GEODETIC SURVEY
 QS0789.in April 2000.
 QS0789
 QS0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0789.GEOID18 height accuracy estimate available here.
 QS0789
 QS0789.Click photographs - Photos may exist for this station.
 QS0789
 QS0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0789
 QS0789.The dynamic height is computed by dividing the NAVD 88
 QS0789.geopotential number by the normal gravity value computed on the
 QS0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0789.degrees latitude (g = 980.6199 gals.).
 QS0789
 QS0789.The modeled gravity was interpolated from observed gravity values.
 QS0789
 QS0789. The following values were computed from the NAD 83(1996) position.
 QS0789
 QS0789;                    North         East     Units Scale Factor Converg.
 QS0789;SPC SD N     -   182,590.893   533,220.509   MT  0.99996622   -0 36 16.0
 QS0789;SPC SD N     -   599,050.29  1,749,407.62   sFT  0.99996622   -0 36 16.0
 QS0789;UTM  14      - 5,037,200.050   355,080.364   MT  0.99985822   -1 19 19.3
 QS0789
 QS0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0789!SPC SD N     -   0.99990032  x   0.99996622  =   0.99986654
 QS0789!UTM  14      -   0.99990032  x   0.99985822  =   0.99975855
 QS0789
 QS0789:                Primary Azimuth Mark                     Grid Az
 QS0789:SPC SD N     -  GLENCROSS AZ MK                          095 32 00.7
 QS0789:UTM  14      -  GLENCROSS AZ MK                          096 15 04.0
 QS0789
 QS0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5508037200(NAD 83)
 QS0789
 QS0789|---------------------------------------------------------------------|
 QS0789| PID    Reference Object                     Distance      Geod. Az  |
 QS0789|                                                           dddmmss.s |
 QS0789| AI2577 GLENCROSS RM 1                       18.123 METERS 09339     |
 QS0789| AI2578 GLENCROSS AZ MK                                    0945544.7 |
 QS0789| QS0799 GLENCROSS SAC HEART CH SPIRE        APPROX. 6.1 KM 2394218.6 |
 QS0789| QS0798 GLENCROSS BAGLEY ELEV S GABLE       APPROX. 5.9 KM 2433103.9 |
 QS0789| CO5049 GLENCROSS RM 2                       10.802 METERS 35604     |
 QS0789|---------------------------------------------------------------------|
 QS0789
 QS0789                          SUPERSEDED SURVEY CONTROL
 QS0789
 QS0789  NAD 83(1986)-  45 28 23.80375(N)    100 51 14.60150(W) AD(       ) 3
 QS0789  NAD 27      -  45 28 23.83500(N)    100 51 13.10900(W) AD(       ) 3
 QS0789
 QS0789.Superseded values are not recommended for survey control.
 QS0789
 QS0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0789.See file dsdata.pdf to determine how the superseded data were derived.
 QS0789
 QS0789_MARKER: DH = HORIZONTAL CONTROL DISK
 QS0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0789_STAMPING: GLENCROSS 1952 1982
 QS0789_MARK LOGO: NGS
 QS0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0789+STABILITY: SURFACE MOTION
 QS0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0789+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0789
 QS0789  HISTORY     - Date     Condition        Report By
 QS0789  HISTORY     - 1982     MONUMENTED       NGS
 QS0789  HISTORY     - 19990623 GOOD             NGS
 QS0789
 QS0789                          STATION DESCRIPTION
 QS0789
 QS0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QS0789'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 QS0789'CONDITION.  REFERENCE MARK 2 AND THE STATION MARK WERE RECOVERED WITH
 QS0789'THE TOPS, INCLUDING THE DISKS, BROKEN OFF, AND THE AZIMUTH MARK WAS
 QS0789'BLACKED BY TREES THAT COULD NOT BE CUT.  A NEW SURFACE MARK, REFERENCE
 QS0789'MARK 3 AND AZIMUTH MARK 2 WERE ESTABLISHED AT THIS TIME. THE DISTANCE
 QS0789'AND DIRECTION TO REFERENCE MARK 1 CHECKED THE 1952 DATA WITHIN THE
 QS0789'ALLOWABLE.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED
 QS0789'ABOUT 5.5 KM (3.40 MI) NORTHEAST OF GLENCROSS, 0.1 KM (0.05 MI) NORTH
 QS0789'OF HIGHWAY 20 AND THE DEWEY-CORSON COUNTY LINE, ALONG THE WEST SIDE OF
 QS0789'A SECTION LINE ROAD.  TO REACH THE STATION FROM THE POST OFFICE IN
 QS0789'TIMBER LAKE, GO NORTH ON MAIN STREET FOR 0.5 KM (0.30 MI) TO HIGHWAY
 QS0789'20.  FOLLOW HIGHWAY 20 NORTH AND EAST FOR 17 KM (10.55 MI) TO A SIDE
 QS0789'ROAD RIGHT, LEADING TO GLENCROSS.  CONTINUE EAST ON HIGHWAY 20 FOR 4.8
 QS0789'KM (3.00 MI) TO A FARM YARD ON THE RIGHT AND A TRACK ROAD LEFT.  TURN
 QS0789'LEFT AND GO 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION
 QS0789'IS A STANDARD NGS DISK STAMPED--GLENCROSS 1952 1982-SET INTO THE TOP
 QS0789'OF A ROUND CONCRETE MONUMENT 12 INCHES(30 CM) IN DIAMETER FLUSH WITH
 QS0789'THE GROUND.  LOCATED 18.2 METERS (59.7 FT) W FROM A METAL WITNESS
 QS0789'POST.  10.2 METERS (33.5 FT) W FROM THE CENTER OF A TRACK ROAD.  11.55
 QS0789'METERS (37.89 FT) S FROM A FECNE CORNER.  1.1 METES E FROM FENCE.  THE
 QS0789'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--GLENCROSS 1952--SET
 QS0789'INTO AN IRREGULAR MASS OF CONCRETE 3 FEET (0.9 M) 0.9 METERS (3.0 FT)
 QS0789'BELOW THE STATION.  REFERENCE MARK NO.  1 IS A STANDARD CGS DISK
 QS0789'STAMPED--GLENCROSS NO 1 1952--SET INTO THE TOP OF A ROUND CONCRETE
 QS0789'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING INCHES (20 CM) ABOVE
 QS0789'THE GROUND.  LOCATED 11.6 METERS (38.1 FT) S FROM A FENCE CORNER.  7.9
 QS0789'METERS (25.9 FT) E FROM THE CENTER OF THE TRACK ROAD.  0.35 METERS
 QS0789'(1.15 FT) N FROM A METAL WITNESS POST.  0.25 METERS (0.82 FT) W FROM A
 QS0789'FENCE AND 1 FEET (0.3 M) 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 QS0789'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--GLENCROSS 1952 NO
 QS0789'3 1982--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 QS0789'CM) IN DIAMETER.  LOCATE 22.7 METERS (74.5 FT) NW FROM A METAL WITNESS
 QS0789'POST.  10.9 METERS (35.8 FT) W FROM THE CENTER OF THE TRACK ROAD.
 QS0789'0.75 METERS (2.46 FT) SE FROM A FENCE CORNER, AND 1 FEET (0.3 M) 0.3
 QS0789'METERS (1.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 2 IS A
 QS0789'STANDARD NGS DISK STAMPED--GLENCROSS 1952 NO 2 1982--SET INTO THE TOP
 QS0789'OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING
 QS0789'2 INCHES 5 CM ABOVE THE GROUND.  NO UNDERGROUND MARK SET DUE TO ROCK
 QS0789'IN BOTTOM OF HOLE. LOCATE 9.3 METERS (30.5 FT) S FROM THE CENTER OF
 QS0789'HIGHWAY 20.  0.55 METERS (1.80 FT) W FROM A METAL WITNESS POST.  0.28
 QS0789'METERS (0.92 FT) N FROM A FENCE.  TO REACH THE AZIMUTH MARK FROM THE
 QS0789'STATION, GO SOUTH 0.1 KM (0.05 MI) TO HIGHWAY 20.  TURN LEFT AND GO
 QS0789'EAST ON THE HIGHWAY FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 QS0789
 QS0789                          STATION RECOVERY (1999)
 QS0789
 QS0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0789'9.9 KM (6.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0789'IN TRAIL CITY, 118.0 M (387.1 FT) EAST OF MILEPOST 174, 67.0 M (219.8
 QS0789'FT) NORTH OF THE HIGHWAY CENTERLINE, 18.0 M (59.1 FT) WEST OF
 QS0789'REFERENCE MARK 1, 11.0 M (36.1 FT) WEST OF THE CENTER OF A TRACK ROAD,
 QS0789'10.8 M (35.4 FT) SOUTH OF REFERENCE MARK 3, 1.1 M (3.6 FT) EAST OF A
 QS0789'FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF
 QS0789'A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 QS0789'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QS0789'PROPERTY OWNED BY LAURIE JONES, BOX 156, TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2577 ***********************************************************************
 AI2577  DESIGNATION -  GLENCROSS RM 1
 AI2577  PID         -  AI2577
 AI2577  STATE/COUNTY-  SD/CORSON
 AI2577  COUNTRY     -  US
 AI2577  USGS QUAD   -  GLENCROSS NE (2017)
 AI2577
 AI2577                         *CURRENT SURVEY CONTROL
 AI2577  ______________________________________________________________________
 AI2577* NAD 83(1986) POSITION- 45 28 23.77   (N) 100 51 13.77   (W)   HD_HELD1
 AI2577* NAVD 88 ORTHO HEIGHT -   656.851 (meters)     2155.02  (feet) ADJUSTED
 AI2577  ______________________________________________________________________
 AI2577  GEOID HEIGHT    -        -21.346 (meters)                     GEOID18
 AI2577  DYNAMIC HEIGHT  -        656.770 (meters)     2154.75  (feet) COMP
 AI2577  MODELED GRAVITY -    980,471.5   (mgal)                       NAVD 88
 AI2577
 AI2577  VERT ORDER      -  FIRST     CLASS II
 AI2577
 AI2577.The horizontal coordinates were determined by differentially corrected
 AI2577.hand held GPS observations or other comparable positioning techniques
 AI2577.and have an estimated accuracy of +/- 3 meters.
 AI2577
 AI2577.The orthometric height was determined by differential leveling and
 AI2577.adjusted by the NATIONAL GEODETIC SURVEY
 AI2577.in April 2000.
 AI2577
 AI2577.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2577.GEOID18 height accuracy estimate available here.
 AI2577
 AI2577.Click photographs - Photos may exist for this station.
 AI2577
 AI2577.The dynamic height is computed by dividing the NAVD 88
 AI2577.geopotential number by the normal gravity value computed on the
 AI2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2577.degrees latitude (g = 980.6199 gals.).
 AI2577
 AI2577.The modeled gravity was interpolated from observed gravity values.
 AI2577
 AI2577;                    North         East    Units  Estimated Accuracy
 AI2577;SPC SD N     -   182,589.4     533,238.6     MT  (+/- 3 meters HH1 GPS) 
 AI2577
 AI2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5509837198(NAD 83)
 AI2577
 AI2577                          SUPERSEDED SURVEY CONTROL
 AI2577
 AI2577.No superseded survey control is available for this station.
 AI2577
 AI2577_MARKER: DR = REFERENCE MARK DISK
 AI2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2577_STAMPING: GLENCROSS NO 1 1952
 AI2577_MARK LOGO: CGS
 AI2577_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2577+STABILITY: SURFACE MOTION
 AI2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2577+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI2577
 AI2577  HISTORY     - Date     Condition        Report By
 AI2577  HISTORY     - 1952     MONUMENTED       CGS
 AI2577  HISTORY     - 19990623 GOOD             NGS
 AI2577
 AI2577                          STATION DESCRIPTION
 AI2577
 AI2577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2577'9.9 KM (6.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2577'IN TRAIL CITY, 118.0 M (387.1 FT) EAST OF MILEPOST 174, 67.0 M (219.8
 AI2577'FT) NORTH OF THE HIGHWAY CENTERLINE, 22.3 M (73.2 FT) SOUTHEAST OF
 AI2577'REFERENCE MARK 3, 18.0 M (59.1 FT) EAST OF THE STATION MARK, 7.0 M
 AI2577'(23.0 FT) EAST OF THE CENTER OF A TRACK ROAD, 0.4 M (1.3 FT) NORTH OF
 AI2577'A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0
 AI2577'FT) WEST OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AI2577'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 AI2577'MONUMENT IS ON PROPERTY 0WNED BY LAURIE JONES, BOX 156, TRAIL CITY, SD
 AI2577'57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4123 ***********************************************************************
 AI4123  DESIGNATION -  GLENCROSS RM 3
 AI4123  PID         -  AI4123
 AI4123  STATE/COUNTY-  SD/CORSON
 AI4123  COUNTRY     -  US
 AI4123  USGS QUAD   -  GLENCROSS NE (2017)
 AI4123
 AI4123                         *CURRENT SURVEY CONTROL
 AI4123  ______________________________________________________________________
 AI4123* NAD 83(1986) POSITION- 45 28 24.16   (N) 100 51 14.64   (W)   HD_HELD1
 AI4123* NAVD 88 ORTHO HEIGHT -   656.975 (meters)     2155.43  (feet) ADJUSTED
 AI4123  ______________________________________________________________________
 AI4123  GEOID HEIGHT    -        -21.346 (meters)                     GEOID18
 AI4123  DYNAMIC HEIGHT  -        656.894 (meters)     2155.16  (feet) COMP
 AI4123  MODELED GRAVITY -    980,471.5   (mgal)                       NAVD 88
 AI4123
 AI4123  VERT ORDER      -  FIRST     CLASS II
 AI4123
 AI4123.The horizontal coordinates were determined by differentially corrected
 AI4123.hand held GPS observations or other comparable positioning techniques
 AI4123.and have an estimated accuracy of +/- 3 meters.
 AI4123
 AI4123.The orthometric height was determined by differential leveling and
 AI4123.adjusted by the NATIONAL GEODETIC SURVEY
 AI4123.in April 2000.
 AI4123
 AI4123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4123.GEOID18 height accuracy estimate available here.
 AI4123
 AI4123.Click photographs - Photos may exist for this station.
 AI4123
 AI4123.The dynamic height is computed by dividing the NAVD 88
 AI4123.geopotential number by the normal gravity value computed on the
 AI4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4123.degrees latitude (g = 980.6199 gals.).
 AI4123
 AI4123.The modeled gravity was interpolated from observed gravity values.
 AI4123
 AI4123;                    North         East    Units  Estimated Accuracy
 AI4123;SPC SD N     -   182,601.6     533,219.8     MT  (+/- 3 meters HH1 GPS) 
 AI4123
 AI4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5507937210(NAD 83)
 AI4123
 AI4123                          SUPERSEDED SURVEY CONTROL
 AI4123
 AI4123.No superseded survey control is available for this station.
 AI4123
 AI4123_MARKER: DR = REFERENCE MARK DISK
 AI4123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4123_STAMPING: GLENCROSS 1952 NO 3 1982
 AI4123_MARK LOGO: NGS
 AI4123_PROJECTION: FLUSH
 AI4123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4123+STABILITY: SURFACE MOTION
 AI4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4123+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4123
 AI4123  HISTORY     - Date     Condition        Report By
 AI4123  HISTORY     - 1982     MONUMENTED       NGS
 AI4123  HISTORY     - 19990623 GOOD             NGS
 AI4123
 AI4123                          STATION DESCRIPTION
 AI4123
 AI4123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4123'9.9 KM (6.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI4123'IN TRAIL CITY, 118.0 M (387.1 FT) EAST OF MILEPOST 174, 85.8 M (281.5
 AI4123'FT) NORTH OF THE HIGHWAY CENTERLINE, 22.3 M (73.2 FT) NORTHWEST OF
 AI4123'REFERENCE MARK 1, 11.0 M (36.1 FT) WEST OF THE CENTER OF A TRACK ROAD,
 AI4123'10.8 M (35.4 FT) NORTH OF THE STATION MARK, 2.8 M (9.2 FT) NORTH OF
 AI4123'THE CENTER OF A GATE, 0.8 M (2.6 FT) SOUTHEAST OF A FENCE CORNER, 0.5
 AI4123'M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A
 AI4123'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AI4123'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LAURIE JONES, BOX 156,
 AI4123'TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0799 ***********************************************************************
 QS0799  DESIGNATION -  GLENCROSS SAC HEART CH SPIRE
 QS0799  PID         -  QS0799
 QS0799  STATE/COUNTY-  SD/DEWEY
 QS0799  COUNTRY     -  US
 QS0799  USGS QUAD   -  GLENCROSS (2017)
 QS0799
 QS0799                         *CURRENT SURVEY CONTROL
 QS0799  ______________________________________________________________________
 QS0799* NAD 83(1996) POSITION- 45 26 44.19125(N) 100 55 16.67177(W)   ADJUSTED
 QS0799  ______________________________________________________________________
 QS0799  GEOID HEIGHT    -        -21.338 (meters)                     GEOID18
 QS0799  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 QS0799  HORZ ORDER      -  THIRD
 QS0799
 QS0799.The horizontal coordinates were established by classical geodetic methods
 QS0799.and adjusted by the National Geodetic Survey in January 1998.
 QS0799
 QS0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0799.GEOID18 height accuracy estimate available here.
 QS0799
 QS0799.Click photographs - Photos may exist for this station.
 QS0799
 QS0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0799
 QS0799. The following values were computed from the NAD 83(1996) position.
 QS0799
 QS0799;                    North         East     Units Scale Factor Converg.
 QS0799;SPC SD N     -   179,573.309   527,928.095   MT  0.99996278   -0 39 07.3
 QS0799;SPC SD N     -   589,150.10  1,732,044.09   sFT  0.99996278   -0 39 07.3
 QS0799;UTM  14      - 5,034,249.257   349,751.096   MT  0.99987756   -1 22 09.6
 QS0799
 QS0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4975134249(NAD 83)
 QS0799
 QS0799                          SUPERSEDED SURVEY CONTROL
 QS0799
 QS0799  NAD 83(1986)-  45 26 44.18285(N)    100 55 16.66829(W) AD(       ) 3
 QS0799  NAD 27      -  45 26 44.22000(N)    100 55 15.15500(W) AD(       ) 3
 QS0799
 QS0799.Superseded values are not recommended for survey control.
 QS0799
 QS0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0799.See file dsdata.pdf to determine how the superseded data were derived.
 QS0799
 QS0799_MARKER: 91 = CHURCH CROSS
 QS0799
 QS0799  HISTORY     - Date     Condition        Report By
 QS0799  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0799
 QS0799                          STATION DESCRIPTION
 QS0799
 QS0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0799'THE CHURCH IS IN SOUTH END OF GLENCROSS.  IT IS WOODEN BUILDING
 QS0799'PAINTED WHITE, AND IS ABOUT 50 FEET HIGH.  IT HAS A CROSS
 QS0799'AT THE TOP OF THE SPIRE.
 QS0799'
 QS0799'THE POINT INTERSECTED WAS THE BASE OF THE CROSS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0460 ***********************************************************************
 QT0460  DESIGNATION -  GLENDO
 QT0460  PID         -  QT0460
 QT0460  STATE/COUNTY-  SD/PERKINS
 QT0460  COUNTRY     -  US
 QT0460  USGS QUAD   -  PRAIRIE CITY NW (2017)
 QT0460
 QT0460                         *CURRENT SURVEY CONTROL
 QT0460  ______________________________________________________________________
 QT0460* NAD 83(1996) POSITION- 45 40 21.31278(N) 102 53 29.04185(W)   ADJUSTED
 QT0460* NAVD 88 ORTHO HEIGHT -   826.    (meters)     2710.    (feet) SCALED
 QT0460  ______________________________________________________________________
 QT0460  GEOID HEIGHT    -        -17.137 (meters)                     GEOID18
 QT0460  LAPLACE CORR    -         -7.36  (seconds)                    DEFLEC18
 QT0460  HORZ ORDER      -  THIRD
 QT0460
 QT0460.The horizontal coordinates were established by classical geodetic methods
 QT0460.and adjusted by the National Geodetic Survey in January 1998.
 QT0460
 QT0460.The orthometric height was scaled from a topographic map.
 QT0460
 QT0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0460.GEOID18 height accuracy estimate available here.
 QT0460
 QT0460.Click photographs - Photos may exist for this station.
 QT0460
 QT0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0460
 QT0460. The following values were computed from the NAD 83(1996) position.
 QT0460
 QT0460;                    North         East     Units Scale Factor Converg.
 QT0460;SPC SD N     -   208,412.487   374,753.541   MT  0.99999794   -2 02 46.9
 QT0460;SPC SD N     -   683,766.63  1,229,503.91   sFT  0.99999794   -2 02 46.9
 QT0460;UTM  13      - 5,059,833.035   664,233.264   MT  0.99993162   +1 30 31.5
 QT0460
 QT0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0460!SPC SD N     -   0.99987314  x   0.99999794  =   0.99987108
 QT0460!UTM  13      -   0.99987314  x   0.99993162  =   0.99980476
 QT0460
 QT0460:                Primary Azimuth Mark                     Grid Az
 QT0460:SPC SD N     -  GLENDO AZ MK                             011 39 04.1
 QT0460:UTM  13      -  GLENDO AZ MK                             008 05 45.7
 QT0460
 QT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6423359833(NAD 83)
 QT0460
 QT0460|---------------------------------------------------------------------|
 QT0460| PID    Reference Object                     Distance      Geod. Az  |
 QT0460|                                                           dddmmss.s |
 QT0460| CQ7680 GLENDO AZ MK                                       0093617.2 |
 QT0460| CQ7681 GLENDO RM 1                          13.211 METERS 09156     |
 QT0460| CQ7682 GLENDO RM 2                          13.398 METERS 17631     |
 QT0460|---------------------------------------------------------------------|
 QT0460
 QT0460                          SUPERSEDED SURVEY CONTROL
 QT0460
 QT0460  NAD 83(1993)-  45 40 21.30280(N)    102 53 29.03924(W) AD(       ) 3
 QT0460  NAD 83(1986)-  45 40 21.30239(N)    102 53 29.03886(W) AD(       ) 3
 QT0460  NAD 27      -  45 40 21.32600(N)    102 53 27.43400(W) AD(       ) 3
 QT0460
 QT0460.Superseded values are not recommended for survey control.
 QT0460
 QT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0460.See file dsdata.pdf to determine how the superseded data were derived.
 QT0460
 QT0460_MARKER: DS = TRIANGULATION STATION DISK
 QT0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0460_STAMPING: GLENDO 1952
 QT0460_MARK LOGO: CGS
 QT0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0460+STABILITY: SURFACE MOTION
 QT0460
 QT0460  HISTORY     - Date     Condition        Report By
 QT0460  HISTORY     - 1952     MONUMENTED       CGS
 QT0460
 QT0460                          STATION DESCRIPTION
 QT0460
 QT0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0460'THE STATION IS IN SECTION 28, T 20 N, R 10 E, ABOUT 9-1/4 MILES
 QT0460'NORTH AND 4 MILES WEST OF PRAIRIE CITY, 8-1/4 MILES EAST AND
 QT0460'7-1/4 MILES SOUTH OF RALP, 0.2 MILE WEST OF A GRADED DIRT
 QT0460'ROAD AND 5 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 QT0460'
 QT0460'TO REACH THE STATION FROM THE CROSS ROAD AT THE NORTHEAST
 QT0460'EDGE OF PRAIRIE CITY, GO WEST ON STATE HIGHWAY 8 FOR 4.15 MILES
 QT0460'TO A CROSS ROAD, TURN RIGHT AND GO NORTH ON THE MAIN GRADED
 QT0460'DIRT ROAD FOR 9.3 MILES TO A LARGE STEEL AND CONCRETE BRIDGE,
 QT0460'CONTINUE NORTH FOR 0.5 MILE TO A T-INTERSECTION, TURN RIGHT
 QT0460'AND GO EAST AND NORTH FOR 1.0 MILE TO A POINT JUST EAST OF
 QT0460'A HIGH, FLAT-TOPPED BUTTE, (FROM THIS POINT THE AZIMUTH MARK
 QT0460'MAY BE REACHED BY GOING NORTH ON THE MAIN ROAD FOR 0.7 MILE
 QT0460'TO THE MARK ON THE RIGHT AS DESCRIBED), TURN LEFT, LEAVING
 QT0460'THE MAIN ROAD AND GO WEST FOR 0.2 MILE TO THE TOP OF THE
 QT0460'BUTTE AND THE STATION.
 QT0460'
 QT0460'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0460'GLENDO 1952.
 QT0460'
 QT0460'REFERENCE MARK 1 IS 46 FEET EAST OF A 4 X 4 INCH WITNESS
 QT0460'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0460'GLENDO NO 1 1952.
 QT0460'
 QT0460'REFERENCE MARK 2 IS 40 FEET SOUTH OF A 4 X 4 INCH WITNESS
 QT0460'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0460'GLENDO NO 2 1952.
 QT0460'
 QT0460'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF A SCHOOL HOUSE, 31 FEET
 QT0460'EAST OF THE CENTER OF THE GRADED ROAD, 4 FEET SOUTH OF A
 QT0460'4 X 4 INCH WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE
 QT0460'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GLENDO 1952.
 QT0460'
 QT0460'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0700 ***********************************************************************
 QS0700  DESIGNATION -  GLENHAM CHURCH SPIRE
 QS0700  PID         -  QS0700
 QS0700  STATE/COUNTY-  SD/WALWORTH
 QS0700  COUNTRY     -  US
 QS0700  USGS QUAD   -  GLENHAM (2017)
 QS0700
 QS0700                         *CURRENT SURVEY CONTROL
 QS0700  ______________________________________________________________________
 QS0700* NAD 83(1996) POSITION- 45 32 09.00241(N) 100 16 18.63382(W)   ADJUSTED
 QS0700  ______________________________________________________________________
 QS0700  GEOID HEIGHT    -        -22.055 (meters)                     GEOID18
 QS0700  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 QS0700  HORZ ORDER      -  THIRD
 QS0700
 QS0700.The horizontal coordinates were established by classical geodetic methods
 QS0700.and adjusted by the National Geodetic Survey in January 1998.
 QS0700
 QS0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0700.GEOID18 height accuracy estimate available here.
 QS0700
 QS0700.Click photographs - Photos may exist for this station.
 QS0700
 QS0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0700
 QS0700. The following values were computed from the NAD 83(1996) position.
 QS0700
 QS0700;                    North         East     Units Scale Factor Converg.
 QS0700;SPC SD N     -   189,226.307   578,767.354   MT  0.99997487   -0 11 32.6
 QS0700;SPC SD N     -   620,819.98  1,898,839.23   sFT  0.99997487   -0 11 32.6
 QS0700;UTM  14      - 5,043,264.222   400,698.187   MT  0.99972124   -0 54 28.0
 QS0700
 QS0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0069843264(NAD 83)
 QS0700
 QS0700                          SUPERSEDED SURVEY CONTROL
 QS0700
 QS0700  NAD 83(1986)-  45 32 08.99217(N)    100 16 18.63221(W) AD(       ) 3
 QS0700  NAD 27      -  45 32 09.02000(N)    100 16 17.18000(W) AD(       ) 3
 QS0700
 QS0700.Superseded values are not recommended for survey control.
 QS0700
 QS0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0700.See file dsdata.pdf to determine how the superseded data were derived.
 QS0700
 QS0700_MARKER: 90 = CHURCH SPIRE
 QS0700
 QS0700  HISTORY     - Date     Condition        Report By
 QS0700  HISTORY     - 1934     FIRST OBSERVED   CGS
 QS0700
 QS0700                          STATION DESCRIPTION
 QS0700
 QS0700'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0476 ***********************************************************************
 QT0476  DESIGNATION -  GLENLEVIT
 QT0476  PID         -  QT0476
 QT0476  STATE/COUNTY-  SD/HARDING
 QT0476  COUNTRY     -  US
 QT0476  USGS QUAD   -  REVA NW (2017)
 QT0476
 QT0476                         *CURRENT SURVEY CONTROL
 QT0476  ______________________________________________________________________
 QT0476* NAD 83(1996) POSITION- 45 39 47.39287(N) 103 13 56.79065(W)   ADJUSTED
 QT0476* NAVD 88 ORTHO HEIGHT -   830.63  (+/-2cm)     2725.2   (feet) VERTCON3
 QT0476  ______________________________________________________________________
 QT0476  GEOID HEIGHT    -        -16.311 (meters)                     GEOID18
 QT0476  LAPLACE CORR    -         -5.83  (seconds)                    DEFLEC18
 QT0476  HORZ ORDER      -  THIRD
 QT0476  VERT ORDER      -  THIRD ? (See Below)
 QT0476
 QT0476.The horizontal coordinates were established by classical geodetic methods
 QT0476.and adjusted by the National Geodetic Survey in January 1998.
 QT0476
 QT0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0476
 QT0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0476.GEOID18 height accuracy estimate available here.
 QT0476
 QT0476.The vertical order pertains to the NGVD 29 superseded value.
 QT0476
 QT0476.Click photographs - Photos may exist for this station.
 QT0476
 QT0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0476
 QT0476. The following values were computed from the NAD 83(1996) position.
 QT0476
 QT0476;                    North         East     Units Scale Factor Converg.
 QT0476;SPC SD N     -   208,370.918   348,157.244   MT  0.99999617   -2 17 15.8
 QT0476;SPC SD N     -   683,630.25  1,142,245.89   sFT  0.99999617   -2 17 15.8
 QT0476;UTM  13      - 5,058,143.236   637,693.765   MT  0.99983310   +1 15 52.0
 QT0476
 QT0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0476!SPC SD N     -   0.99987235  x   0.99999617  =   0.99986852
 QT0476!UTM  13      -   0.99987235  x   0.99983310  =   0.99970547
 QT0476
 QT0476:                Primary Azimuth Mark                     Grid Az
 QT0476:SPC SD N     -  GLENLEVIT AZ MK                          249 53 21.7
 QT0476:UTM  13      -  GLENLEVIT AZ MK                          246 20 13.9
 QT0476
 QT0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3769358143(NAD 83)
 QT0476
 QT0476|---------------------------------------------------------------------|
 QT0476| PID    Reference Object                     Distance      Geod. Az  |
 QT0476|                                                           dddmmss.s |
 QT0476| CQ7684 GLENLEVIT RM 1                        9.691 METERS 04427     |
 QT0476| CQ7683 GLENLEVIT AZ MK                                    2473605.9 |
 QT0476| CQ7685 GLENLEVIT RM 2                       10.038 METERS 31447     |
 QT0476|---------------------------------------------------------------------|
 QT0476
 QT0476                          SUPERSEDED SURVEY CONTROL
 QT0476
 QT0476  NAD 83(1993)-  45 39 47.38259(N)    103 13 56.78769(W) AD(       ) 3
 QT0476  NAD 83(1986)-  45 39 47.38077(N)    103 13 56.78601(W) AD(       ) 3
 QT0476  NAD 27      -  45 39 47.39400(N)    103 13 55.14800(W) AD(       ) 3
 QT0476  NGVD 29             830.16   (m)         2723.6    (f) LEVELING    3  
 QT0476
 QT0476.Superseded values are not recommended for survey control.
 QT0476
 QT0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0476.See file dsdata.pdf to determine how the superseded data were derived.
 QT0476
 QT0476_MARKER: DS = TRIANGULATION STATION DISK
 QT0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0476_STAMPING: GLENLEVITT 1952
 QT0476_MARK LOGO: CGS
 QT0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0476+STABILITY: SURFACE MOTION
 QT0476
 QT0476  HISTORY     - Date     Condition        Report By
 QT0476  HISTORY     - 1952     MONUMENTED       CGS
 QT0476
 QT0476                          STATION DESCRIPTION
 QT0476
 QT0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0476'THE STATION IS IN SECTION 26, T 20 N, R 7 E, ABOUT 15 MILES
 QT0476'EAST AND 5-3/4 MILES NORTH OF BUFFALO, 8 MILES NORTH AND
 QT0476'7-1/4 MILES WEST OF REVA, 1/2 MILE SOUTH OF THE SOUTH FORK
 QT0476'GRAND RIVER, 38 FEET NORTH OF THE CENTER OF THE ROAD AND 4.5
 QT0476'FEET NORTH-NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QT0476'
 QT0476'TO REACH THE STATION ON U.S. HIGHWAY 85-1/2 BLOCK EAST OF THE
 QT0476'POST OFFICE IN BUFFALO, GO NORTH ON U.S. HIGHWAY 85 FOR 5.4
 QT0476'MILES TO A CONCRETE BRIDGE, CROSS BRIDGE AND CONTINUE ON THE
 QT0476'HIGHWAY FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 QT0476'(EAST) AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 3.05 MILES
 QT0476'TO A SIDE ROAD ON THE LEFT, CONTINUE EASTERLY ON THE MAIN ROAD
 QT0476'FOR 2.1 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 QT0476'CONTINUE EASTERLY ON THE MAIN ROAD FOR 3.7 MILES TO A CREEK,
 QT0476'FORD CREEK AND CONTINUE ON THE MAIN DIRT ROAD FOR 3.55 MILES
 QT0476'TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE ON THE
 QT0476'MAIN ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 QT0476'DESCRIBED BELOW, CONTINUE FOR 0.3 MILE TO THE STATION ON
 QT0476'THE RIGHT.  THIS IS 0.05 MILE WEST OF A CROSS ROAD.
 QT0476'
 QT0476'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0476'GLENLEVIT 1952.
 QT0476'
 QT0476'REFERENCE MARK 1 IS 50 FEET NORTH OF THE CENTER OF THE ROAD.
 QT0476'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GLENLEVIT
 QT0476'NO 1 1952.
 QT0476'
 QT0476'REFERENCE MARK 2 IS 69 FEET NORTH OF THE CENTER OF THE ROAD.
 QT0476'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GLENLEVIT
 QT0476'NO 2 1952.
 QT0476'
 QT0476'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTER OF THE ROAD
 QT0476'AND 3 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 QT0476'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GLENLEVIT 1952.
 QT0476'
 QT0476'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1185 ***********************************************************************
 PT1185  DESIGNATION -  GLO
 PT1185  PID         -  PT1185
 PT1185  STATE/COUNTY-  SD/ZIEBACH
 PT1185  COUNTRY     -  US
 PT1185  USGS QUAD   -  DIERMIER RANCH (2017)
 PT1185
 PT1185                         *CURRENT SURVEY CONTROL
 PT1185  ______________________________________________________________________
 PT1185* NAD 83(1996) POSITION- 44 57 51.14862(N) 101 43 56.16552(W)   ADJUSTED
 PT1185* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 PT1185  ______________________________________________________________________
 PT1185  GEOID HEIGHT    -        -20.302 (meters)                     GEOID18
 PT1185  LAPLACE CORR    -         -6.75  (seconds)                    DEFLEC18
 PT1185  HORZ ORDER      -  FIRST
 PT1185
 PT1185.The horizontal coordinates were established by classical geodetic methods
 PT1185.and adjusted by the National Geodetic Survey in January 1998.
 PT1185
 PT1185.The orthometric height was scaled from a topographic map.
 PT1185
 PT1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1185.GEOID18 height accuracy estimate available here.
 PT1185
 PT1185.Click photographs - Photos may exist for this station.
 PT1185
 PT1185.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1185
 PT1185. The following values were computed from the NAD 83(1996) position.
 PT1185
 PT1185;                    North         East     Units Scale Factor Converg.
 PT1185;SPC SD N     -   127,127.319   463,349.719   MT  0.99994026   -1 13 33.6
 PT1185;SPC SD N     -   417,083.55  1,520,173.20   sFT  0.99994026   -1 13 33.6
 PT1185;UTM  14      - 4,982,606.441   284,521.231   MT  1.00017097   -1 55 53.5
 PT1185
 PT1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1185!SPC SD N     -   0.99988130  x   0.99994026  =   0.99982157
 PT1185!UTM  14      -   0.99988130  x   1.00017097  =   1.00005225
 PT1185
 PT1185:                Primary Azimuth Mark                     Grid Az
 PT1185:SPC SD N     -  GLO AZ MK                                025 56 50.9
 PT1185:UTM  14      -  GLO AZ MK                                026 39 10.8
 PT1185
 PT1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8452182606(NAD 83)
 PT1185
 PT1185|---------------------------------------------------------------------|
 PT1185| PID    Reference Object                     Distance      Geod. Az  |
 PT1185|                                                           dddmmss.s |
 PT1185| CQ3826 GLO AZ MK                                          0244317.3 |
 PT1185| CQ3827 GLO RM 1                             24.720 METERS 07406     |
 PT1185| CQ3828 GLO RM 2                             20.257 METERS 34006     |
 PT1185|---------------------------------------------------------------------|
 PT1185
 PT1185                          SUPERSEDED SURVEY CONTROL
 PT1185
 PT1185  NAD 83(1986)-  44 57 51.14055(N)    101 43 56.16503(W) AD(       ) 1
 PT1185  NAD 27      -  44 57 51.20000(N)    101 43 54.59300(W) AD(       ) 1
 PT1185
 PT1185.Superseded values are not recommended for survey control.
 PT1185
 PT1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1185.See file dsdata.pdf to determine how the superseded data were derived.
 PT1185
 PT1185_MARKER: DS = TRIANGULATION STATION DISK
 PT1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1185_STAMPING: GLO 1938
 PT1185_MARK LOGO: CGS
 PT1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1185+STABILITY: SURFACE MOTION
 PT1185
 PT1185  HISTORY     - Date     Condition        Report By
 PT1185  HISTORY     - 1938     MONUMENTED       CGS
 PT1185  HISTORY     - 1950     GOOD             CGS
 PT1185  HISTORY     - 1952     GOOD             CGS
 PT1185
 PT1185                          STATION DESCRIPTION
 PT1185
 PT1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PT1185'STATION IS LOCATED ABOUT 7 MILES SE OF RED ELM AND 16 MILES
 PT1185'E OF FAITH, AND 6.0 MILES S OF U.S. HIGHWAY 212, ON A ROUND
 PT1185'TOP KNOLL, THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 PT1185'
 PT1185'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT1185'BRONZE DISKS SET IN CONCRETE.
 PT1185'
 PT1185'STATION IS REACHED AS FOLLOWS--FROM RED ELM ON U.S. HIGHWAY
 PT1185'212 GO E 0.75 MILE, TURN RIGHT (S) AND GO 1.1 MILES, TURN LEFT
 PT1185'(E) AND GO 0.4 MILE, TURN RIGHT (S) AND GO 0.9 MILE, TURN LEFT
 PT1185'(E) AND GO 1.0 MILE, TURN RIGHT (S) AND GO 3.0 MILES, TURN
 PT1185'LEFT (E) AND GO 1.0 MILE, TURN RIGHT (S) AND GO 1.0 MILE,
 PT1185'TURN RIGHT (W) AND GO 0.35 MILE TO TOP OF KNOLL AND STATION.
 PT1185'
 PT1185'AZIMUTH MARK IS ABOUT 1.0 MILE NE OF STATION, ABOUT 10 FEET
 PT1185'W OF ROAD.
 PT1185
 PT1185                          STATION RECOVERY (1950)
 PT1185
 PT1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1185'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PT1185'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 PT1185'IN COMPLETE AGREEMENT WITH THOSE MADE IN 1938, HOWEVER THERE
 PT1185'HAS BEEN NO APPARENT MOVEMENT OF THE MARKS.  DESCRIPTION FOLLOWS--
 PT1185'
 PT1185'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF RED ELM,
 PT1185'IN PASTURE LAND OWNED BY MR. ED. RITTER, ON THE HIGHEST POINT
 PT1185'OF A KNOLL, 130 FEET SOUTH OF A WIRE FENCE, AND 6 FEET SOUTHEAST
 PT1185'OF A WITNESS POST.
 PT1185'
 PT1185'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RED ELM, GO
 PT1185'EAST ON U.S. HIGHWAY NO. 212 FOR 0.75 MILES.  THEN RIGHT,
 PT1185'SOUTH, ON A DIRT ROAD FOR 1.1 MILES.  THEN LEFT, EAST, FOR 0.4
 PT1185'MILE.  THEN RIGHT, SOUTH, 1.1 MILES.  THEN LEFT, EAST, 1 MILE.
 PT1185'THEN RIGHT, SOUTH, FOR 3.0 MILES.  THEN LEFT, EAST, FOR 1.0 MILE.
 PT1185'THEN RIGHT, SOUTH, FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 PT1185'RIGHT AS DESCRIBED.  CONTINUE SOUTH FOR 0.85 MILE.  THEN
 PT1185'RIGHT, WEST, ALONG THE SOUTH SIDE OF A WIRE FENCE FOR 0.35
 PT1185'MILE TO THE STATION AS DESCRIBED.
 PT1185'
 PT1185'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1185'GLO 1938.
 PT1185'
 PT1185'REFERENCE MARK NO. 1 IS 109 FEET SOUTH OF THE WIRE FENCE.
 PT1185'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED GLO NO 1 1938.
 PT1185'
 PT1185'REFERENCE MARK NO. 2 IS 67 FEET SOUTH OF THE WIRE FENCE.  IT
 PT1185'PROJECTS 4 INCHES, AND THE DISK IS STAMPED GLO NO 2 1938.
 PT1185'
 PT1185'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF A DIRT
 PT1185'ROAD, 2.5 FEET SOUTH OF A WITNESS POST, AND 2 FEET EAST OF
 PT1185'A WIRE FENCE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1185'GLO 1938.
 PT1185'
 PT1185'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 PT1185'CONCRETE POSTS.
 PT1185'
 PT1185'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PT1185
 PT1185                          STATION RECOVERY (1952)
 PT1185
 PT1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1185'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 PT1185'A DISCREPANCY WAS NOTED ON THE DIRECTIONS TO BOTH REFERENCE
 PT1185'MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 PT1185'
 PT1185'THE STATION IS IN SECTION 31, R 20 E, T 12 N, ABOUT 16 MILES
 PT1185'EAST OF FAITH, 16 MILES SOUTHWEST OF DUPREE, 7 MILES SOUTHEAST
 PT1185'OF RED ELM, 6 MILES SOUTH OF U.S. HIGHWAY 212, 113 FEET SOUTH
 PT1185'OF A WIRE FENCE, 6 FEET SOUTHEAST OF A WHITE 4 X 4 IN WITNESS
 PT1185'POST AND ON LAND OWNED BY MR. ED RITTER.
 PT1185'
 PT1185'TO REACH THE STATION FROM THE COURTHOUSE IN DUPREE, GO SOUTH
 PT1185'ON A GRAVELED ROAD FOR 0.65 MILE TO A Y-JUNCTION, TURN RIGHT
 PT1185'(WEST) AND FOLLOW THE MAIN GRAVELED ROAD FOR 1 MILE, TURN
 PT1185'LEFT (SOUTH) WITH THE MAIN ROAD FOR 4.3 MILES TO A CROSS ROAD,
 PT1185'TURN RIGHT (WEST) AND FOLLOW THE MAIN DIRT ROAD FOR 5.2 MILES
 PT1185'TO A SIDE ROAD TO THE LEFT, TURN LEFT (SOUTH) AND GO ON A DIRT
 PT1185'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 PT1185'DESCRIBED BELOW, CONTINUE SOUTHERLY ON THE DIRT ROAD FOR 0.85
 PT1185'MILE, TURN RIGHT (WEST) AND GO ON THE SOUTH SIDE OF A
 PT1185'WIRE FENCE FOR 0.35 MILE TO THE TOP OF A LOW RIDGE AND
 PT1185'THE STATION.
 PT1185'
 PT1185'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1185'GLO 1938
 PT1185'
 PT1185'REFERENCE MARK 1 IS 97 FEET SOUTH OF THE WIRE FENCE.  THE
 PT1185'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GLO NO 1 1938
 PT1185'
 PT1185'REFERENCE MARK 2 IS 67 FEET SOUTH OF THE WIRE FENCE.  THE
 PT1185'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GLO NO 2 1938
 PT1185'
 PT1185'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF THE ROAD,
 PT1185'2.5 FEET SOUTH OF A WHITE 4 X 4 IN WITNESS POST AND 2 FEET
 PT1185'EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 PT1185'DISK IS STAMPED GLO 1938
 PT1185'
 PT1185'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0479 ***********************************************************************
 PV0479  DESIGNATION -  GLO 1 RM 1
 PV0479  PID         -  PV0479
 PV0479  STATE/COUNTY-  SD/LAWRENCE
 PV0479  COUNTRY     -  US
 PV0479  USGS QUAD   -  BUCKHORN (2017)
 PV0479
 PV0479                         *CURRENT SURVEY CONTROL
 PV0479  ______________________________________________________________________
 PV0479* NAD 83(1996) POSITION- 44 12 01.30339(N) 104 03 17.53546(W)   ADJUSTED
 PV0479* NAVD 88 ORTHO HEIGHT -  1991.7   (meters)     6534.    (feet) VERTCON3
 PV0479  ______________________________________________________________________
 PV0479  GEOID HEIGHT    -        -12.924 (meters)                     GEOID18
 PV0479  LAPLACE CORR    -          5.03  (seconds)                    DEFLEC18
 PV0479  HORZ ORDER      -  SECOND
 PV0479
 PV0479.The horizontal coordinates were established by classical geodetic methods
 PV0479.and adjusted by the National Geodetic Survey in January 1998.
 PV0479
 PV0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0479
 PV0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0479.GEOID18 height accuracy estimate available here.
 PV0479
 PV0479.Click photographs - Photos may exist for this station.
 PV0479
 PV0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0479
 PV0479. The following values were computed from the NAD 83(1996) position.
 PV0479
 PV0479;                    North         East     Units Scale Factor Converg.
 PV0479;SPC SD N     -    48,901.739   275,990.513   MT  1.00004846   -2 52 11.2
 PV0479;SPC SD N     -   160,438.46    905,478.87   sFT  1.00004846   -2 52 11.2
 PV0479;SPC SD S     -   214,080.150   302,627.860   MT  0.99995844   -2 34 02.3
 PV0479;SPC SD S     -   702,361.29    992,871.57   sFT  0.99995844   -2 34 02.3
 PV0479;SPC WY E     -   411,612.141   288,866.874   MT  1.00003459   +0 46 30.6
 PV0479;SPC WY E     - 1,350,430.83    947,724.07   sFT  1.00003459   +0 46 30.6
 PV0479;UTM  13      - 4,894,561.271   575,519.514   MT  0.99967014   +0 39 32.2
 PV0479
 PV0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0479!SPC SD N     -   0.99968982  x   1.00004846  =   0.99973826
 PV0479!SPC SD S     -   0.99968982  x   0.99995844  =   0.99964827
 PV0479!SPC WY E     -   0.99968982  x   1.00003459  =   0.99972440
 PV0479!UTM  13      -   0.99968982  x   0.99967014  =   0.99936006
 PV0479
 PV0479:                Primary Azimuth Mark                     Grid Az
 PV0479:SPC SD N     -  INYANKARA                                276 24 09.1
 PV0479:SPC SD S     -  INYANKARA                                276 06 00.2
 PV0479:SPC WY E     -  INYANKARA                                272 45 27.3
 PV0479:UTM  13      -  INYANKARA                                272 52 25.7
 PV0479
 PV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7551994561(NAD 83)
 PV0479
 PV0479|---------------------------------------------------------------------|
 PV0479| PID    Reference Object                     Distance      Geod. Az  |
 PV0479|                                                           dddmmss.s |
 PV0479| PV0478 BOUNDARY MP 83 SD WY                166.588 METERS 18006     |
 PV0479| PV0484 INYANKARA                           APPROX.23.6 KM 2733157.9 |
 PV0479|---------------------------------------------------------------------|
 PV0479
 PV0479                          SUPERSEDED SURVEY CONTROL
 PV0479
 PV0479  NAD 83(1993)-  44 12 01.30129(N)    104 03 17.53952(W) AD(       ) 2
 PV0479  NAD 83(1986)-  44 12 01.29942(N)    104 03 17.53274(W) AD(       ) 2
 PV0479  NAD 27      -  44 12 01.36300(N)    104 03 15.76100(W) AD(       ) 2
 PV0479  NGVD 29 (07/19/86) 1991.0    (m)         6532.     (f) VERT ANG       
 PV0479
 PV0479.Superseded values are not recommended for survey control.
 PV0479
 PV0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0479.See file dsdata.pdf to determine how the superseded data were derived.
 PV0479
 PV0479_MARKER: Z = SEE DESCRIPTION
 PV0479_SETTING: 0 = UNSPECIFIED SETTING
 PV0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0479
 PV0479  HISTORY     - Date     Condition        Report By
 PV0479  HISTORY     - 1925     MONUMENTED       USGLO
 PV0479
 PV0479                          STATION DESCRIPTION
 PV0479
 PV0479'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0479'IDENTICAL WITH REFERENCE MARK NO. 1 OF GLO STATION 1.
 PV0479'STATION IS IDENTICAL WITH MILEPOST 83 AND IS ON WYOMING-SOUTH
 PV0479'DAKOTA BOUNDARY IN T. 49 N., R.60 W., SIXTH PRINCIPAL MERIDIAN,
 PV0479'OR T. 3 N., R. 1 E., BLACK HILLS MERIDIAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0730 ***********************************************************************
 OS0730  DESIGNATION -  GLO 10 RM 1
 OS0730  PID         -  OS0730
 OS0730  STATE/COUNTY-  SD/JACKSON
 OS0730  COUNTRY     -  US
 OS0730  USGS QUAD   -  STAMFORD (2017)
 OS0730
 OS0730                         *CURRENT SURVEY CONTROL
 OS0730  ______________________________________________________________________
 OS0730* NAD 83(1996) POSITION- 43 54 29.47771(N) 101 03 51.83147(W)   ADJUSTED
 OS0730* NAVD 88 ORTHO HEIGHT -   752.    (meters)     2467.    (feet) SCALED
 OS0730  ______________________________________________________________________
 OS0730  GEOID HEIGHT    -        -23.201 (meters)                     GEOID18
 OS0730  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 OS0730  HORZ ORDER      -  SECOND
 OS0730
 OS0730.The horizontal coordinates were established by classical geodetic methods
 OS0730.and adjusted by the National Geodetic Survey in January 1998.
 OS0730
 OS0730.The orthometric height was scaled from a topographic map.
 OS0730
 OS0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0730.GEOID18 height accuracy estimate available here.
 OS0730
 OS0730.Click photographs - Photos may exist for this station.
 OS0730
 OS0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0730
 OS0730. The following values were computed from the NAD 83(1996) position.
 OS0730
 OS0730;                    North         East     Units Scale Factor Converg.
 OS0730;SPC SD S     -   175,212.798   541,279.249   MT  0.99991964   -0 30 15.6
 OS0730;SPC SD S     -   574,843.99  1,775,847.00   sFT  0.99991964   -0 30 15.6
 OS0730;UTM  14      - 4,863,747.101   334,232.317   MT  0.99993798   -1 25 55.2
 OS0730
 OS0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0730!SPC SD S     -   0.99988566  x   0.99991964  =   0.99980531
 OS0730!UTM  14      -   0.99988566  x   0.99993798  =   0.99982365
 OS0730
 OS0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3423263747(NAD 83)
 OS0730
 OS0730                          SUPERSEDED SURVEY CONTROL
 OS0730
 OS0730  NAD 83(1986)-  43 54 29.47089(N)    101 03 51.83606(W) AD(       ) 2
 OS0730  NAD 27      -  43 54 29.50000(N)    101 03 50.33000(W) AD(       ) 2
 OS0730
 OS0730.Superseded values are not recommended for survey control.
 OS0730
 OS0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0730.See file dsdata.pdf to determine how the superseded data were derived.
 OS0730
 OS0730_MARKER: DD = SURVEY DISK
 OS0730_SETTING: 0 = UNSPECIFIED SETTING
 OS0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0730
 OS0730  HISTORY     - Date     Condition        Report By
 OS0730  HISTORY     - 1924     MONUMENTED       CGS
 OS0730
 OS0730                          STATION DESCRIPTION
 OS0730
 OS0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0730'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, UNDER FENCE,
 OS0730'AND BEARS TO THE SW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0729 ***********************************************************************
 OS0729  DESIGNATION -  GLO 10 RM 2
 OS0729  PID         -  OS0729
 OS0729  STATE/COUNTY-  SD/JACKSON
 OS0729  COUNTRY     -  US
 OS0729  USGS QUAD   -  STAMFORD (2017)
 OS0729
 OS0729                         *CURRENT SURVEY CONTROL
 OS0729  ______________________________________________________________________
 OS0729* NAD 83(1996) POSITION- 43 54 30.09007(N) 101 03 51.87183(W)   ADJUSTED
 OS0729* NAVD 88 ORTHO HEIGHT -   752.    (meters)     2467.    (feet) SCALED
 OS0729  ______________________________________________________________________
 OS0729  GEOID HEIGHT    -        -23.201 (meters)                     GEOID18
 OS0729  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 OS0729  HORZ ORDER      -  SECOND
 OS0729
 OS0729.The horizontal coordinates were established by classical geodetic methods
 OS0729.and adjusted by the National Geodetic Survey in January 1998.
 OS0729
 OS0729.The orthometric height was scaled from a topographic map.
 OS0729
 OS0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0729.GEOID18 height accuracy estimate available here.
 OS0729
 OS0729.Click photographs - Photos may exist for this station.
 OS0729
 OS0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0729
 OS0729. The following values were computed from the NAD 83(1996) position.
 OS0729
 OS0729;                    North         East     Units Scale Factor Converg.
 OS0729;SPC SD S     -   175,231.704   541,278.515   MT  0.99991965   -0 30 15.6
 OS0729;SPC SD S     -   574,906.02  1,775,844.59   sFT  0.99991965   -0 30 15.6
 OS0729;UTM  14      - 4,863,766.017   334,231.889   MT  0.99993798   -1 25 55.2
 OS0729
 OS0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0729!SPC SD S     -   0.99988566  x   0.99991965  =   0.99980532
 OS0729!UTM  14      -   0.99988566  x   0.99993798  =   0.99982365
 OS0729
 OS0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3423163766(NAD 83)
 OS0729
 OS0729                          SUPERSEDED SURVEY CONTROL
 OS0729
 OS0729  NAD 83(1986)-  43 54 30.08325(N)    101 03 51.87642(W) AD(       ) 2
 OS0729  NAD 27      -  43 54 30.12000(N)    101 03 50.37000(W) AD(       ) 2
 OS0729
 OS0729.Superseded values are not recommended for survey control.
 OS0729
 OS0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0729.See file dsdata.pdf to determine how the superseded data were derived.
 OS0729
 OS0729_MARKER: DD = SURVEY DISK
 OS0729_SETTING: 0 = UNSPECIFIED SETTING
 OS0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0729
 OS0729  HISTORY     - Date     Condition        Report By
 OS0729  HISTORY     - 1924     MONUMENTED       CGS
 OS0729
 OS0729                          STATION DESCRIPTION
 OS0729
 OS0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0729'REFERENCE MARK NO. 2--A BRASS DISK SET IN CONCRETE INSIDE OF
 OS0729'FENCE, AND BEARS TO THE NW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0879 ***********************************************************************
 OR0879  DESIGNATION -  GLO 2 RM 1
 OR0879  PID         -  OR0879
 OR0879  STATE/COUNTY-  SD/LYMAN
 OR0879  COUNTRY     -  US
 OR0879  USGS QUAD   -  OACOMA (2017)
 OR0879
 OR0879                         *CURRENT SURVEY CONTROL
 OR0879  ______________________________________________________________________
 OR0879* NAD 83(1996) POSITION- 43 51 42.49440(N) 099 24 09.00408(W)   ADJUSTED
 OR0879* NAVD 88 ORTHO HEIGHT -   545.3   (meters)     1789.    (feet) VERTCON3
 OR0879  ______________________________________________________________________
 OR0879  GEOID HEIGHT    -        -25.392 (meters)                     GEOID18
 OR0879  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 OR0879  HORZ ORDER      -  SECOND
 OR0879
 OR0879.The horizontal coordinates were established by classical geodetic methods
 OR0879.and adjusted by the National Geodetic Survey in January 1998.
 OR0879
 OR0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0879
 OR0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0879.GEOID18 height accuracy estimate available here.
 OR0879
 OR0879.Click photographs - Photos may exist for this station.
 OR0879
 OR0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0879
 OR0879. The following values were computed from the NAD 83(1996) position.
 OR0879
 OR0879;                    North         East     Units Scale Factor Converg.
 OR0879;SPC SD S     -   170,220.326   674,823.718   MT  0.99991587   +0 38 31.7
 OR0879;SPC SD S     -   558,464.52  2,213,984.15   sFT  0.99991587   +0 38 31.7
 OR0879;UTM  14      - 4,856,602.626   467,655.010   MT  0.99961287   -0 16 44.1
 OR0879
 OR0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0879!SPC SD S     -   0.99991847  x   0.99991587  =   0.99983435
 OR0879!UTM  14      -   0.99991847  x   0.99961287  =   0.99953138
 OR0879
 OR0879:                Primary Azimuth Mark                     Grid Az
 OR0879:SPC SD S     -  MEDICINE                                 304 44 29.2
 OR0879:UTM  14      -  MEDICINE                                 305 39 45.0
 OR0879
 OR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6765556602(NAD 83)
 OR0879
 OR0879|---------------------------------------------------------------------|
 OR0879| PID    Reference Object                     Distance      Geod. Az  |
 OR0879|                                                           dddmmss.s |
 OR0879| OR0878 GLO 2                               285.021 METERS 26733     |
 OR0879| OR0925 MEDICINE                            APPROX.19.9 KM 3052300.9 |
 OR0879|---------------------------------------------------------------------|
 OR0879
 OR0879                          SUPERSEDED SURVEY CONTROL
 OR0879
 OR0879  NAD 83(1986)-  43 51 42.49329(N)    099 24 09.01063(W) AD(       ) 2
 OR0879  NAD 27      -  43 51 42.52500(N)    099 24 07.64800(W) AD(       ) 2
 OR0879  NGVD 29 (07/19/86)  545.0    (m)         1788.     (f) VERT ANG       
 OR0879
 OR0879.Superseded values are not recommended for survey control.
 OR0879
 OR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0879.See file dsdata.pdf to determine how the superseded data were derived.
 OR0879
 OR0879_MARKER: DD = SURVEY DISK
 OR0879_SETTING: 0 = UNSPECIFIED SETTING
 OR0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0879
 OR0879  HISTORY     - Date     Condition        Report By
 OR0879  HISTORY     - 1924     MONUMENTED       USGLO
 OR0879  HISTORY     - 1935     GOOD             CGS
 OR0879
 OR0879                          STATION DESCRIPTION
 OR0879
 OR0879'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OR0879'STATION IS THE CORNER OF SECS. 25, 30, 31 AND 36, T 105 N,
 OR0879'R 71 AND 72 W, FIFTH PRINCIPAL MERIDIAN.
 OR0879'
 OR0879'THE ORIGINAL MONUMENT IS A GRANITE STONE, 20- BY 16- BY
 OR0879'10 INCHES, MARKED 1 NOTCH S AND 5 NOTCHES N.
 OR0879'
 OR0879'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 6 INCHES
 OR0879'BENEATH SURFACE OF GROUND, WITH THE ORIGINAL STONE ON TOP.
 OR0879'
 OR0879'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, ON
 OR0879'TOP OF N AND S RIDGE (SERVED AS ECCENTRIC STATION).  AND
 OR0879'BEARS TO THE E.  IT IS 285.020 METERS DISTANT FROM THE STATION
 OR0879'N 81 DEG 33 MIN E.  REFERENCE MARK NO. 2 IS
 OR0879'A BRASS DISK SET IN CONCRETE INSIDE OF FENCE AND BEARS TO THE
 OR0879'NW.  IT IS 15.69 METERS DISTANT FROM THE STATION N 40 DEG 56 MIN W.
 OR0879
 OR0879                          STATION RECOVERY (1935)
 OR0879
 OR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0879'STATION MARK IS IN MIDDLE OF N AND S ROAD, ABOUT 1 FOOT BELOW
 OR0879'SURFACE, WITH ORIGINAL STONE ON TOP FLUSH WITH SURFACE
 OR0879'OF GROUND.  REFERENCE MARK NO. 1 IS AT FENCE LINE ON TOP OF
 OR0879'N AND S RIDGE, 74 FEET E OF FOURTH TELEPHONE POLE E OF ROAD,
 OR0879'AND ABOUT 935 FEET E OF STATION.  REFERENCE MARK NO. 2 IS
 OR0879'AT W RIGHT-OF-WAY FENCE LINE AND 51.24 FEET NW OF STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2264 ***********************************************************************
 PU2264  DESIGNATION -  GLO 20 A ECC
 PU2264  PID         -  PU2264
 PU2264  STATE/COUNTY-  SD/BUTTE
 PU2264  COUNTRY     -  US
 PU2264  USGS QUAD   -  VOLUNTEER NW (2017)
 PU2264
 PU2264                         *CURRENT SURVEY CONTROL
 PU2264  ______________________________________________________________________
 PU2264* NAD 83(1996) POSITION- 44 41 24.46741(N) 103 12 03.27187(W)   ADJUSTED
 PU2264* NAVD 88 ORTHO HEIGHT -   891.5   (meters)     2925.    (feet) VERTCON3
 PU2264  ______________________________________________________________________
 PU2264  GEOID HEIGHT    -        -16.866 (meters)                     GEOID18
 PU2264  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 PU2264  HORZ ORDER      -  SECOND
 PU2264
 PU2264.The horizontal coordinates were established by classical geodetic methods
 PU2264.and adjusted by the National Geodetic Survey in January 1998.
 PU2264
 PU2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2264
 PU2264.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2264.GEOID18 height accuracy estimate available here.
 PU2264
 PU2264.Click photographs - Photos may exist for this station.
 PU2264
 PU2264.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2264
 PU2264. The following values were computed from the NAD 83(1996) position.
 PU2264
 PU2264;                    North         East     Units Scale Factor Converg.
 PU2264;SPC SD N     -   100,224.391   346,338.374   MT  0.99995886   -2 15 55.5
 PU2264;SPC SD N     -   328,819.52  1,136,278.48   sFT  0.99995886   -2 15 55.5
 PU2264;UTM  13      - 4,950,102.996   642,558.394   MT  0.99984992   +1 15 55.7
 PU2264
 PU2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2264!SPC SD N     -   0.99986289  x   0.99995886  =   0.99982176
 PU2264!UTM  13      -   0.99986289  x   0.99984992  =   0.99971283
 PU2264
 PU2264:                Primary Azimuth Mark                     Grid Az
 PU2264:SPC SD N     -  BEAR                                     219 21 05.9
 PU2264:UTM  13      -  BEAR                                     215 49 14.7
 PU2264
 PU2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4255850102(NAD 83)
 PU2264
 PU2264|---------------------------------------------------------------------|
 PU2264| PID    Reference Object                     Distance      Geod. Az  |
 PU2264|                                                           dddmmss.s |
 PU2264| PU2319 BEAR                                APPROX.29.8 KM 2170510.4 |
 PU2264| PU2263 T9N R7 8E SECS 31 36 SC=GLO 20 A    129.439 METERS 29423     |
 PU2264|---------------------------------------------------------------------|
 PU2264
 PU2264                          SUPERSEDED SURVEY CONTROL
 PU2264
 PU2264  NAD 83(1993)-  44 41 24.46071(N)    103 12 03.27089(W) AD(       ) 2
 PU2264  NAD 83(1986)-  44 41 24.45571(N)    103 12 03.26774(W) AD(       ) 2
 PU2264  NAD 27      -  44 41 24.52200(N)    103 12 01.62500(W) AD(       ) 2
 PU2264  NGVD 29 (07/19/86)  891.0    (m)         2923.     (f) VERT ANG       
 PU2264
 PU2264.Superseded values are not recommended for survey control.
 PU2264
 PU2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2264.See file dsdata.pdf to determine how the superseded data were derived.
 PU2264
 PU2264_MARKER: Z = SEE DESCRIPTION
 PU2264_SETTING: 0 = UNSPECIFIED SETTING
 PU2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2264
 PU2264  HISTORY     - Date     Condition        Report By
 PU2264  HISTORY     - 1925     MONUMENTED       USGLO
 PU2264
 PU2264                          STATION DESCRIPTION
 PU2264
 PU2264'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PU2264'REFERENCE MARK (G.L.O. NO. 20 A. ECC. IS 129.411 METERS
 PU2264'(424.58 FEET) DISTANT S 65 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2262 ***********************************************************************
 PU2262  DESIGNATION -  GLO 20 B RM
 PU2262  PID         -  PU2262
 PU2262  STATE/COUNTY-  SD/BUTTE
 PU2262  COUNTRY     -  US
 PU2262  USGS QUAD   -  VOLUNTEER NW (2017)
 PU2262
 PU2262                         *CURRENT SURVEY CONTROL
 PU2262  ______________________________________________________________________
 PU2262* NAD 83(1996) POSITION- 44 41 25.82087(N) 103 12 20.05069(W)   ADJUSTED
 PU2262* NAVD 88 ORTHO HEIGHT -   888.    (meters)     2913.    (feet) SCALED
 PU2262  ______________________________________________________________________
 PU2262  GEOID HEIGHT    -        -16.853 (meters)                     GEOID18
 PU2262  LAPLACE CORR    -         -7.01  (seconds)                    DEFLEC18
 PU2262  HORZ ORDER      -  SECOND
 PU2262
 PU2262.The horizontal coordinates were established by classical geodetic methods
 PU2262.and adjusted by the National Geodetic Survey in January 1998.
 PU2262
 PU2262.The orthometric height was scaled from a topographic map.
 PU2262
 PU2262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2262.GEOID18 height accuracy estimate available here.
 PU2262
 PU2262.Click photographs - Photos may exist for this station.
 PU2262
 PU2262.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2262
 PU2262. The following values were computed from the NAD 83(1996) position.
 PU2262
 PU2262;                    North         East     Units Scale Factor Converg.
 PU2262;SPC SD N     -   100,280.749   345,970.869   MT  0.99995882   -2 16 07.3
 PU2262;SPC SD N     -   329,004.42  1,135,072.76   sFT  0.99995882   -2 16 07.3
 PU2262;UTM  13      - 4,950,136.611   642,188.156   MT  0.99984862   +1 15 43.9
 PU2262
 PU2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2262!SPC SD N     -   0.99986336  x   0.99995882  =   0.99982218
 PU2262!UTM  13      -   0.99986336  x   0.99984862  =   0.99971200
 PU2262
 PU2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4218850136(NAD 83)
 PU2262
 PU2262                          SUPERSEDED SURVEY CONTROL
 PU2262
 PU2262  NAD 83(1993)-  44 41 25.81418(N)    103 12 20.04970(W) AD(       ) 2
 PU2262  NAD 83(1986)-  44 41 25.80917(N)    103 12 20.04651(W) AD(       ) 2
 PU2262  NAD 27      -  44 41 25.88000(N)    103 12 18.40000(W) AD(       ) 2
 PU2262
 PU2262.Superseded values are not recommended for survey control.
 PU2262
 PU2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2262.See file dsdata.pdf to determine how the superseded data were derived.
 PU2262
 PU2262_MARKER: Z = SEE DESCRIPTION
 PU2262_SETTING: 0 = UNSPECIFIED SETTING
 PU2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2262
 PU2262  HISTORY     - Date     Condition        Report By
 PU2262  HISTORY     - 1925     MONUMENTED       USGLO
 PU2262
 PU2262                          STATION DESCRIPTION
 PU2262
 PU2262'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PU2262'THE REFERENCE MARK IS 17.950 METERS (58.89 FEET) DISTANT
 PU2262'FROM STATION GLO CORNER 20 B S 49 DEG 59 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0932 ***********************************************************************
 OR0932  DESIGNATION -  GLO 3 RM 1
 OR0932  PID         -  OR0932
 OR0932  STATE/COUNTY-  SD/LYMAN
 OR0932  COUNTRY     -  US
 OR0932  USGS QUAD   -  RELIANCE SE (2017)
 OR0932
 OR0932                         *CURRENT SURVEY CONTROL
 OR0932  ______________________________________________________________________
 OR0932* NAD 83(1996) POSITION- 43 50 50.46008(N) 099 31 31.90146(W)   ADJUSTED
 OR0932* NAVD 88 ORTHO HEIGHT -   547.    (meters)     1795.    (feet) SCALED
 OR0932  ______________________________________________________________________
 OR0932  GEOID HEIGHT    -        -25.434 (meters)                     GEOID18
 OR0932  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 OR0932  HORZ ORDER      -  SECOND
 OR0932
 OR0932.The horizontal coordinates were established by classical geodetic methods
 OR0932.and adjusted by the National Geodetic Survey in January 1998.
 OR0932
 OR0932.The orthometric height was scaled from a topographic map.
 OR0932
 OR0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0932.GEOID18 height accuracy estimate available here.
 OR0932
 OR0932.Click photographs - Photos may exist for this station.
 OR0932
 OR0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0932
 OR0932. The following values were computed from the NAD 83(1996) position.
 OR0932
 OR0932;                    North         East     Units Scale Factor Converg.
 OR0932;SPC SD S     -   168,511.055   664,950.305   MT  0.99991484   +0 33 26.2
 OR0932;SPC SD S     -   552,856.69  2,181,591.13   sFT  0.99991484   +0 33 26.2
 OR0932;UTM  14      - 4,855,052.774   457,758.345   MT  0.99962195   -0 21 50.6
 OR0932
 OR0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0932!SPC SD S     -   0.99991817  x   0.99991484  =   0.99983301
 OR0932!UTM  14      -   0.99991817  x   0.99962195  =   0.99954015
 OR0932
 OR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5775855052(NAD 83)
 OR0932
 OR0932                          SUPERSEDED SURVEY CONTROL
 OR0932
 OR0932  NAD 83(1986)-  43 50 50.45913(N)    099 31 31.90725(W) AD(       ) 2
 OR0932  NAD 27      -  43 50 50.49000(N)    099 31 30.53000(W) AD(       ) 2
 OR0932
 OR0932.Superseded values are not recommended for survey control.
 OR0932
 OR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0932.See file dsdata.pdf to determine how the superseded data were derived.
 OR0932
 OR0932_MARKER: DD = SURVEY DISK
 OR0932_SETTING: 0 = UNSPECIFIED SETTING
 OR0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0932
 OR0932  HISTORY     - Date     Condition        Report By
 OR0932  HISTORY     - 1924     MONUMENTED       USGLO
 OR0932
 OR0932                          STATION DESCRIPTION
 OR0932
 OR0932'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OR0932'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, INSIDE
 OR0932'OF FENCE AND BEARS TO THE NE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0930 ***********************************************************************
 OR0930  DESIGNATION -  GLO 3 RM 2
 OR0930  PID         -  OR0930
 OR0930  STATE/COUNTY-  SD/LYMAN
 OR0930  COUNTRY     -  US
 OR0930  USGS QUAD   -  RELIANCE SE (2017)
 OR0930
 OR0930                         *CURRENT SURVEY CONTROL
 OR0930  ______________________________________________________________________
 OR0930* NAD 83(1996) POSITION- 43 50 50.45171(N) 099 31 33.34005(W)   ADJUSTED
 OR0930* NAVD 88 ORTHO HEIGHT -   547.    (meters)     1795.    (feet) SCALED
 OR0930  ______________________________________________________________________
 OR0930  GEOID HEIGHT    -        -25.434 (meters)                     GEOID18
 OR0930  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 OR0930  HORZ ORDER      -  SECOND
 OR0930
 OR0930.The horizontal coordinates were established by classical geodetic methods
 OR0930.and adjusted by the National Geodetic Survey in January 1998.
 OR0930
 OR0930.The orthometric height was scaled from a topographic map.
 OR0930
 OR0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0930.GEOID18 height accuracy estimate available here.
 OR0930
 OR0930.Click photographs - Photos may exist for this station.
 OR0930
 OR0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0930
 OR0930. The following values were computed from the NAD 83(1996) position.
 OR0930
 OR0930;                    North         East     Units Scale Factor Converg.
 OR0930;SPC SD S     -   168,510.484   664,918.179   MT  0.99991484   +0 33 25.2
 OR0930;SPC SD S     -   552,854.81  2,181,485.73   sFT  0.99991484   +0 33 25.2
 OR0930;UTM  14      - 4,855,052.720   457,726.223   MT  0.99962198   -0 21 51.6
 OR0930
 OR0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0930!SPC SD S     -   0.99991817  x   0.99991484  =   0.99983301
 OR0930!UTM  14      -   0.99991817  x   0.99962198  =   0.99954018
 OR0930
 OR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5772655052(NAD 83)
 OR0930
 OR0930                          SUPERSEDED SURVEY CONTROL
 OR0930
 OR0930  NAD 83(1986)-  43 50 50.45076(N)    099 31 33.34584(W) AD(       ) 2
 OR0930  NAD 27      -  43 50 50.48000(N)    099 31 31.97000(W) AD(       ) 2
 OR0930
 OR0930.Superseded values are not recommended for survey control.
 OR0930
 OR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0930.See file dsdata.pdf to determine how the superseded data were derived.
 OR0930
 OR0930_MARKER: DD = SURVEY DISK
 OR0930_SETTING: 0 = UNSPECIFIED SETTING
 OR0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0930
 OR0930  HISTORY     - Date     Condition        Report By
 OR0930  HISTORY     - 1924     MONUMENTED       USGLO
 OR0930
 OR0930                          STATION DESCRIPTION
 OR0930
 OR0930'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OR0930'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE, AND
 OR0930'BEARS TO THE NW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0936 ***********************************************************************
 OR0936  DESIGNATION -  GLO 4 RM 1
 OR0936  PID         -  OR0936
 OR0936  STATE/COUNTY-  SD/LYMAN
 OR0936  COUNTRY     -  US
 OR0936  USGS QUAD   -  LYMAN (2017)
 OR0936
 OR0936                         *CURRENT SURVEY CONTROL
 OR0936  ______________________________________________________________________
 OR0936* NAD 83(1996) POSITION- 43 56 55.57459(N) 099 38 43.71614(W)   ADJUSTED
 OR0936* NAVD 88 ORTHO HEIGHT -   545.    (meters)     1788.    (feet) SCALED
 OR0936  ______________________________________________________________________
 OR0936  GEOID HEIGHT    -        -25.100 (meters)                     GEOID18
 OR0936  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 OR0936  HORZ ORDER      -  SECOND
 OR0936
 OR0936.The horizontal coordinates were established by classical geodetic methods
 OR0936.and adjusted by the National Geodetic Survey in January 1998.
 OR0936
 OR0936.The orthometric height was scaled from a topographic map.
 OR0936
 OR0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0936.GEOID18 height accuracy estimate available here.
 OR0936
 OR0936.Click photographs - Photos may exist for this station.
 OR0936
 OR0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0936
 OR0936. The following values were computed from the NAD 83(1996) position.
 OR0936
 OR0936;                    North         East     Units Scale Factor Converg.
 OR0936;SPC SD S     -   179,691.796   655,212.953   MT  0.99992347   +0 28 28.3
 OR0936;SPC SD S     -   589,538.83  2,149,644.50   sFT  0.99992347   +0 28 28.3
 OR0936;UTM  14      - 4,866,385.429   448,204.930   MT  0.99963299   -0 26 52.7
 OR0936
 OR0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0936!SPC SD S     -   0.99991843  x   0.99992347  =   0.99984190
 OR0936!UTM  14      -   0.99991843  x   0.99963299  =   0.99955144
 OR0936
 OR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4820466385(NAD 83)
 OR0936
 OR0936                          SUPERSEDED SURVEY CONTROL
 OR0936
 OR0936  NAD 83(1986)-  43 56 55.57272(N)    099 38 43.72167(W) AD(       ) 2
 OR0936  NAD 27      -  43 56 55.89000(N)    099 38 42.31000(W) AD(       ) 2
 OR0936
 OR0936.Superseded values are not recommended for survey control.
 OR0936
 OR0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0936.See file dsdata.pdf to determine how the superseded data were derived.
 OR0936
 OR0936_MARKER: DD = SURVEY DISK
 OR0936_SETTING: 0 = UNSPECIFIED SETTING
 OR0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0936
 OR0936  HISTORY     - Date     Condition        Report By
 OR0936  HISTORY     - 1924     MONUMENTED       USGLO
 OR0936
 OR0936                          STATION DESCRIPTION
 OR0936
 OR0936'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OR0936'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, AND
 OR0936'BEARS TO THE NE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0934 ***********************************************************************
 OR0934  DESIGNATION -  GLO 4 RM 2
 OR0934  PID         -  OR0934
 OR0934  STATE/COUNTY-  SD/LYMAN
 OR0934  COUNTRY     -  US
 OR0934  USGS QUAD   -  LYMAN (2017)
 OR0934
 OR0934                         *CURRENT SURVEY CONTROL
 OR0934  ______________________________________________________________________
 OR0934* NAD 83(1996) POSITION- 43 56 55.54418(N) 099 38 44.71247(W)   ADJUSTED
 OR0934* NAVD 88 ORTHO HEIGHT -   545.    (meters)     1788.    (feet) SCALED
 OR0934  ______________________________________________________________________
 OR0934  GEOID HEIGHT    -        -25.100 (meters)                     GEOID18
 OR0934  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 OR0934  HORZ ORDER      -  SECOND
 OR0934
 OR0934.The horizontal coordinates were established by classical geodetic methods
 OR0934.and adjusted by the National Geodetic Survey in January 1998.
 OR0934
 OR0934.The orthometric height was scaled from a topographic map.
 OR0934
 OR0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0934.GEOID18 height accuracy estimate available here.
 OR0934
 OR0934.Click photographs - Photos may exist for this station.
 OR0934
 OR0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0934
 OR0934. The following values were computed from the NAD 83(1996) position.
 OR0934
 OR0934;                    North         East     Units Scale Factor Converg.
 OR0934;SPC SD S     -   179,690.674   655,190.746   MT  0.99992347   +0 28 27.6
 OR0934;SPC SD S     -   589,535.15  2,149,571.64   sFT  0.99992347   +0 28 27.6
 OR0934;UTM  14      - 4,866,384.664   448,182.714   MT  0.99963302   -0 26 53.4
 OR0934
 OR0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0934!SPC SD S     -   0.99991843  x   0.99992347  =   0.99984190
 OR0934!UTM  14      -   0.99991843  x   0.99963302  =   0.99955147
 OR0934
 OR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4818266384(NAD 83)
 OR0934
 OR0934                          SUPERSEDED SURVEY CONTROL
 OR0934
 OR0934  NAD 83(1986)-  43 56 55.54232(N)    099 38 44.71799(W) AD(       ) 2
 OR0934  NAD 27      -  43 56 55.86000(N)    099 38 43.31000(W) AD(       ) 2
 OR0934
 OR0934.Superseded values are not recommended for survey control.
 OR0934
 OR0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0934.See file dsdata.pdf to determine how the superseded data were derived.
 OR0934
 OR0934_MARKER: DD = SURVEY DISK
 OR0934_SETTING: 0 = UNSPECIFIED SETTING
 OR0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0934
 OR0934  HISTORY     - Date     Condition        Report By
 OR0934  HISTORY     - 1924     MONUMENTED       USGLO
 OR0934
 OR0934                          STATION DESCRIPTION
 OR0934
 OR0934'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OR0934'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE, AND
 OR0934'BEARS TO THE NW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0950 ***********************************************************************
 OR0950  DESIGNATION -  GLO 5
 OR0950  PID         -  OR0950
 OR0950  STATE/COUNTY-  SD/LYMAN
 OR0950  COUNTRY     -  US
 OR0950  USGS QUAD   -  KENNEBEC SW (2017)
 OR0950
 OR0950                         *CURRENT SURVEY CONTROL
 OR0950  ______________________________________________________________________
 OR0950* NAD 83(1996) POSITION- 43 50 50.44383(N) 099 59 12.58004(W)   ADJUSTED
 OR0950* NAVD 88 ORTHO HEIGHT -   556.4   (meters)     1825.    (feet) VERTCON3
 OR0950  ______________________________________________________________________
 OR0950  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 OR0950  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 OR0950  HORZ ORDER      -  SECOND
 OR0950
 OR0950.The horizontal coordinates were established by classical geodetic methods
 OR0950.and adjusted by the National Geodetic Survey in January 1998.
 OR0950
 OR0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0950
 OR0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0950.GEOID18 height accuracy estimate available here.
 OR0950
 OR0950.Click photographs - Photos may exist for this station.
 OR0950
 OR0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0950
 OR0950. The following values were computed from the NAD 83(1996) position.
 OR0950
 OR0950;                    North         East     Units Scale Factor Converg.
 OR0950;SPC SD S     -   168,252.811   627,860.595   MT  0.99991484   +0 14 20.5
 OR0950;SPC SD S     -   552,009.43  2,059,905.97   sFT  0.99991484   +0 14 20.5
 OR0950;UTM  14      - 4,855,391.295   420,679.222   MT  0.99967739   -0 41 01.1
 OR0950
 OR0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0950!SPC SD S     -   0.99991674  x   0.99991484  =   0.99983159
 OR0950!UTM  14      -   0.99991674  x   0.99967739  =   0.99959416
 OR0950
 OR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2067955391(NAD 83)
 OR0950
 OR0950|---------------------------------------------------------------------|
 OR0950| PID    Reference Object                     Distance      Geod. Az  |
 OR0950|                                                           dddmmss.s |
 OR0950| OR0951 GLO 5 RM 1                           19.048 METERS 04127     |
 OR0950| OR0949 GLO 5 RM 2                           86.282 METERS 28207     |
 OR0950|---------------------------------------------------------------------|
 OR0950
 OR0950                          SUPERSEDED SURVEY CONTROL
 OR0950
 OR0950  NAD 83(1986)-  43 50 50.44200(N)    099 59 12.58263(W) AD(       ) 2
 OR0950  NAD 27      -  43 50 50.46000(N)    099 59 07.45000(W) AD(       ) 2
 OR0950  NGVD 29 (07/19/86)  556.0    (m)         1824.     (f) VERT ANG       
 OR0950
 OR0950.Superseded values are not recommended for survey control.
 OR0950
 OR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0950.See file dsdata.pdf to determine how the superseded data were derived.
 OR0950
 OR0950_MARKER: DD = SURVEY DISK
 OR0950_SETTING: 0 = UNSPECIFIED SETTING
 OR0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0950
 OR0950  HISTORY     - Date     Condition        Report By
 OR0950  HISTORY     - 1924     MONUMENTED       USGLO
 OR0950  HISTORY     - 1935     GOOD             CGS
 OR0950
 OR0950                          STATION DESCRIPTION
 OR0950
 OR0950'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OR0950'THE STANDARD CORNER OF SECS. 31 AND 32, T 105 N, R 76 W, FIFTH
 OR0950'PRINCIPAL MERIDIAN ON FIRST STANDARD PARALLEL N.
 OR0950'
 OR0950'THE ORIGINAL MONUMENT IS A STAKE, SMALL STONE AND BROKEN
 OR0950'GLASS IN MOUND OF EARTH, WITNESSED BY THREE PITS.
 OR0950'
 OR0950'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 6 INCHES
 OR0950'BENEATH SURFACE OF GROUND.
 OR0950'
 OR0950'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, AND
 OR0950'BEARS TO THE NE.  IT IS 19.048 METERS DISTANT FROM THE
 OR0950'STATION N 41 DEG 28 MIN E.  REFERENCE MARK
 OR0950'NO. 2 A BRASS DISK SET IN CONCRETE, (SERVED AS ECCENTRIC STATION),
 OR0950'AND BEARS TO THE NW.  IT IS 86.282 METERS DISTANT FROM THE
 OR0950'STATION N 77 DEG 53 MIN W.
 OR0950
 OR0950                          STATION RECOVERY (1935)
 OR0950
 OR0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0950'THE STATION MARK AND REFERENCE MARKS WERE IN GOOD CONDITION
 OR0950'AND WERE FOUND TO BE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0951 ***********************************************************************
 OR0951  DESIGNATION -  GLO 5 RM 1
 OR0951  PID         -  OR0951
 OR0951  STATE/COUNTY-  SD/LYMAN
 OR0951  COUNTRY     -  US
 OR0951  USGS QUAD   -  KENNEBEC SW (2017)
 OR0951
 OR0951                         *CURRENT SURVEY CONTROL
 OR0951  ______________________________________________________________________
 OR0951* NAD 83(1996) POSITION- 43 50 50.90636(N) 099 59 12.01544(W)   ADJUSTED
 OR0951* NAVD 88 ORTHO HEIGHT -   556.    (meters)     1824.    (feet) SCALED
 OR0951  ______________________________________________________________________
 OR0951  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 OR0951  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 OR0951  HORZ ORDER      -  SECOND
 OR0951
 OR0951.The horizontal coordinates were established by classical geodetic methods
 OR0951.and adjusted by the National Geodetic Survey in January 1998.
 OR0951
 OR0951.The orthometric height was scaled from a topographic map.
 OR0951
 OR0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0951.GEOID18 height accuracy estimate available here.
 OR0951
 OR0951.Click photographs - Photos may exist for this station.
 OR0951
 OR0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0951
 OR0951. The following values were computed from the NAD 83(1996) position.
 OR0951
 OR0951;                    North         East     Units Scale Factor Converg.
 OR0951;SPC SD S     -   168,267.137   627,873.145   MT  0.99991484   +0 14 20.9
 OR0951;SPC SD S     -   552,056.43  2,059,947.14   sFT  0.99991484   +0 14 20.9
 OR0951;UTM  14      - 4,855,405.414   420,691.998   MT  0.99967736   -0 41 00.8
 OR0951
 OR0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0951!SPC SD S     -   0.99991674  x   0.99991484  =   0.99983159
 OR0951!UTM  14      -   0.99991674  x   0.99967736  =   0.99959413
 OR0951
 OR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2069155405(NAD 83)
 OR0951
 OR0951                          SUPERSEDED SURVEY CONTROL
 OR0951
 OR0951  NAD 83(1986)-  43 50 50.90453(N)    099 59 12.01803(W) AD(       ) 2
 OR0951  NAD 27      -  43 50 50.92000(N)    099 59 06.89000(W) AD(       ) 2
 OR0951
 OR0951.Superseded values are not recommended for survey control.
 OR0951
 OR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0951.See file dsdata.pdf to determine how the superseded data were derived.
 OR0951
 OR0951_MARKER: DD = SURVEY DISK
 OR0951_SETTING: 0 = UNSPECIFIED SETTING
 OR0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0951
 OR0951  HISTORY     - Date     Condition        Report By
 OR0951  HISTORY     - 1924     MONUMENTED       USGLO
 OR0951
 OR0951                          STATION DESCRIPTION
 OR0951
 OR0951'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OR0951'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, AND
 OR0951'BEARS TO THE NE.  IT IS 19.048 METERS DISTANT FROM THE
 OR0951'STATION N 41 DEG 28 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0949 ***********************************************************************
 OR0949  DESIGNATION -  GLO 5 RM 2
 OR0949  PID         -  OR0949
 OR0949  STATE/COUNTY-  SD/LYMAN
 OR0949  COUNTRY     -  US
 OR0949  USGS QUAD   -  KENNEBEC SW (2017)
 OR0949
 OR0949                         *CURRENT SURVEY CONTROL
 OR0949  ______________________________________________________________________
 OR0949* NAD 83(1996) POSITION- 43 50 51.03071(N) 099 59 16.35680(W)   ADJUSTED
 OR0949* NAVD 88 ORTHO HEIGHT -   561.4   (meters)     1842.    (feet) VERTCON3
 OR0949  ______________________________________________________________________
 OR0949  GEOID HEIGHT    -        -25.420 (meters)                     GEOID18
 OR0949  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 OR0949  HORZ ORDER      -  SECOND
 OR0949
 OR0949.The horizontal coordinates were established by classical geodetic methods
 OR0949.and adjusted by the National Geodetic Survey in January 1998.
 OR0949
 OR0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0949
 OR0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0949.GEOID18 height accuracy estimate available here.
 OR0949
 OR0949.Click photographs - Photos may exist for this station.
 OR0949
 OR0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0949
 OR0949. The following values were computed from the NAD 83(1996) position.
 OR0949
 OR0949;                    North         East     Units Scale Factor Converg.
 OR0949;SPC SD S     -   168,270.571   627,776.168   MT  0.99991485   +0 14 17.9
 OR0949;SPC SD S     -   552,067.70  2,059,628.98   sFT  0.99991485   +0 14 17.9
 OR0949;UTM  14      - 4,855,410.408   420,595.112   MT  0.99967755   -0 41 03.8
 OR0949
 OR0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0949!SPC SD S     -   0.99991596  x   0.99991485  =   0.99983082
 OR0949!UTM  14      -   0.99991596  x   0.99967755  =   0.99959354
 OR0949
 OR0949:                Primary Azimuth Mark                     Grid Az
 OR0949:SPC SD S     -  RED                                      090 14 05.1
 OR0949:UTM  14      -  RED                                      091 09 26.8
 OR0949
 OR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2059555410(NAD 83)
 OR0949
 OR0949|---------------------------------------------------------------------|
 OR0949| PID    Reference Object                     Distance      Geod. Az  |
 OR0949|                                                           dddmmss.s |
 OR0949| OR0933 RED                                 APPROX.21.2 KM 0902823.0 |
 OR0949| OR0950 GLO 5                                86.282 METERS 10207     |
 OR0949|---------------------------------------------------------------------|
 OR0949
 OR0949                          SUPERSEDED SURVEY CONTROL
 OR0949
 OR0949  NAD 83(1986)-  43 50 51.02888(N)    099 59 16.35938(W) AD(       ) 2
 OR0949  NAD 27      -  43 50 51.05000(N)    099 59 11.23000(W) AD(       ) 2
 OR0949  NGVD 29 (07/19/86)  561.0    (m)         1841.     (f) VERT ANG       
 OR0949
 OR0949.Superseded values are not recommended for survey control.
 OR0949
 OR0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0949.See file dsdata.pdf to determine how the superseded data were derived.
 OR0949
 OR0949_MARKER: DD = SURVEY DISK
 OR0949_SETTING: 0 = UNSPECIFIED SETTING
 OR0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0949
 OR0949  HISTORY     - Date     Condition        Report By
 OR0949  HISTORY     - 1924     MONUMENTED       USGLO
 OR0949
 OR0949                          STATION DESCRIPTION
 OR0949
 OR0949'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OR0949'STATION N 41 DEG 28 MIN E.  REFERENCE MARK
 OR0949'NO. 2 A BRASS DISK SET IN CONCRETE, (SERVED AS ECCENTRIC STATION),
 OR0949'AND BEARS TO THE NW.  IT IS 86.282 METERS DISTANT FROM THE
 OR0949'STATION N 77 DEG 53 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0684 ***********************************************************************
 OS0684  DESIGNATION -  GLO 6 A RM
 OS0684  PID         -  OS0684
 OS0684  STATE/COUNTY-  SD/LYMAN
 OS0684  COUNTRY     -  US
 OS0684  USGS QUAD   -  VIVIAN (2017)
 OS0684
 OS0684                         *CURRENT SURVEY CONTROL
 OS0684  ______________________________________________________________________
 OS0684* NAD 83(1996) POSITION- 43 52 34.71668(N) 100 21 57.86244(W)   ADJUSTED
 OS0684* NAVD 88 ORTHO HEIGHT -   627.    (meters)     2057.    (feet) SCALED
 OS0684  ______________________________________________________________________
 OS0684  GEOID HEIGHT    -        -24.689 (meters)                     GEOID18
 OS0684  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 OS0684  HORZ ORDER      -  SECOND
 OS0684
 OS0684.The horizontal coordinates were established by classical geodetic methods
 OS0684.and adjusted by the National Geodetic Survey in January 1998.
 OS0684
 OS0684.The orthometric height was scaled from a topographic map.
 OS0684
 OS0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0684.GEOID18 height accuracy estimate available here.
 OS0684
 OS0684.Click photographs - Photos may exist for this station.
 OS0684
 OS0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0684
 OS0684. The following values were computed from the NAD 83(1996) position.
 OS0684
 OS0684;                    North         East     Units Scale Factor Converg.
 OS0684;SPC SD S     -   171,413.194   597,368.853   MT  0.99991698   -0 01 21.3
 OS0684;SPC SD S     -   562,378.12  1,959,867.65   sFT  0.99991698   -0 01 21.3
 OS0684;UTM  14      - 4,859,041.961   390,248.618   MT  0.99974815   -0 56 48.9
 OS0684
 OS0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0684!SPC SD S     -   0.99990550  x   0.99991698  =   0.99982248
 OS0684!UTM  14      -   0.99990550  x   0.99974815  =   0.99965367
 OS0684
 OS0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9024859041(NAD 83)
 OS0684
 OS0684                          SUPERSEDED SURVEY CONTROL
 OS0684
 OS0684  NAD 83(1986)-  43 52 34.71257(N)    100 21 57.86441(W) AD(       ) 2
 OS0684  NAD 27      -  43 52 34.75000(N)    100 21 56.39000(W) AD(       ) 2
 OS0684
 OS0684.Superseded values are not recommended for survey control.
 OS0684
 OS0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0684.See file dsdata.pdf to determine how the superseded data were derived.
 OS0684
 OS0684_MARKER: DD = SURVEY DISK
 OS0684_SETTING: 0 = UNSPECIFIED SETTING
 OS0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0684
 OS0684  HISTORY     - Date     Condition        Report By
 OS0684  HISTORY     - 1924     MONUMENTED       USGLO
 OS0684
 OS0684                          STATION DESCRIPTION
 OS0684
 OS0684'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OS0684'REFERENCE MARK NO. 1 A BRASS DISK SET IN CONCRETE INSIDE OF FENCE,
 OS0684'AND BEARS TO THE NE, 15.878 METERS FROM THE STATION N 49 DEG 01 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0682 ***********************************************************************
 OS0682  DESIGNATION -  GLO 6 B RM 1
 OS0682  PID         -  OS0682
 OS0682  STATE/COUNTY-  SD/JONES
 OS0682  COUNTRY     -  US
 OS0682  USGS QUAD   -  VIVIAN (2017)
 OS0682
 OS0682                         *CURRENT SURVEY CONTROL
 OS0682  ______________________________________________________________________
 OS0682* NAD 83(1996) POSITION- 43 52 43.74402(N) 100 22 00.32633(W)   ADJUSTED
 OS0682* NAVD 88 ORTHO HEIGHT -   648.4   (meters)     2127.    (feet) VERTCON3
 OS0682  ______________________________________________________________________
 OS0682  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 OS0682  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 OS0682  HORZ ORDER      -  SECOND
 OS0682
 OS0682.The horizontal coordinates were established by classical geodetic methods
 OS0682.and adjusted by the National Geodetic Survey in January 1998.
 OS0682
 OS0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0682
 OS0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0682.GEOID18 height accuracy estimate available here.
 OS0682
 OS0682.Click photographs - Photos may exist for this station.
 OS0682
 OS0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0682
 OS0682. The following values were computed from the NAD 83(1996) position.
 OS0682
 OS0682;                    North         East     Units Scale Factor Converg.
 OS0682;SPC SD S     -   171,691.811   597,313.962   MT  0.99991718   -0 01 23.0
 OS0682;SPC SD S     -   563,292.22  1,959,687.56   sFT  0.99991718   -0 01 23.0
 OS0682;UTM  14      - 4,859,321.380   390,198.237   MT  0.99974829   -0 56 50.8
 OS0682
 OS0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0682!SPC SD S     -   0.99990220  x   0.99991718  =   0.99981939
 OS0682!UTM  14      -   0.99990220  x   0.99974829  =   0.99965052
 OS0682
 OS0682:                Primary Azimuth Mark                     Grid Az
 OS0682:SPC SD S     -  WENARD PRESHO WEST BASE RESET            126 00 37.1
 OS0682:UTM  14      -  WENARD PRESHO WEST BASE RESET            126 56 04.9
 OS0682
 OS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9019859321(NAD 83)
 OS0682
 OS0682|---------------------------------------------------------------------|
 OS0682| PID    Reference Object                     Distance      Geod. Az  |
 OS0682|                                                           dddmmss.s |
 OS0682| OS0685 T2S R31E SECS 11 14 CC               55.509 METERS 04925     |
 OS0682| OS0686 WENARD PRESHO WEST BASE RESET       APPROX. 3.2 KM 1255914.1 |
 OS0682| OS0683 T105N R79W SECS 19 30 CC            292.217 METERS 17132     |
 OS0682|---------------------------------------------------------------------|
 OS0682
 OS0682                          SUPERSEDED SURVEY CONTROL
 OS0682
 OS0682  NAD 83(1986)-  43 52 43.73989(N)    100 22 00.32831(W) AD(       ) 2
 OS0682  NAD 27      -  43 52 43.77900(N)    100 21 58.85300(W) AD(       ) 2
 OS0682  NGVD 29 (07/19/86)  648.0    (m)         2126.     (f) VERT ANG       
 OS0682
 OS0682.Superseded values are not recommended for survey control.
 OS0682
 OS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0682.See file dsdata.pdf to determine how the superseded data were derived.
 OS0682
 OS0682_MARKER: DD = SURVEY DISK
 OS0682_SETTING: 0 = UNSPECIFIED SETTING
 OS0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0682
 OS0682  HISTORY     - Date     Condition        Report By
 OS0682  HISTORY     - 1924     MONUMENTED       USGLO
 OS0682
 OS0682                          STATION DESCRIPTION
 OS0682
 OS0682'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OS0682'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND BEARS
 OS0682'TO THE SW, 55.550 METERS DISTANT FROM THE STATION
 OS0682'S 49 DEG 25 MIN W, (THIS VALUE QUESTIONABLE.  EMPLOY WITH
 OS0682'CAUTION).
 OS0682'
 OS0682'NOTE--THIS REFERENCE MARK SERVED AS ECCENTRIC STATION TO CORNER
 OS0682'NO. 6B, AND A DIRECT CONNECTION WAS FROM THIS REFERENCE MARK
 OS0682'TO CORNER NO. 6A.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0689 ***********************************************************************
 OS0689  DESIGNATION -  GLO 7 RM 1
 OS0689  PID         -  OS0689
 OS0689  STATE/COUNTY-  SD/JONES
 OS0689  COUNTRY     -  US
 OS0689  USGS QUAD   -  VIVIAN NW (2017)
 OS0689
 OS0689                         *CURRENT SURVEY CONTROL
 OS0689  ______________________________________________________________________
 OS0689* NAD 83(1996) POSITION- 43 59 41.86676(N) 100 28 00.07758(W)   ADJUSTED
 OS0689* NAVD 88 ORTHO HEIGHT -   663.    (meters)     2175.    (feet) SCALED
 OS0689  ______________________________________________________________________
 OS0689  GEOID HEIGHT    -        -24.278 (meters)                     GEOID18
 OS0689  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 OS0689  HORZ ORDER      -  SECOND
 OS0689
 OS0689.The horizontal coordinates were established by classical geodetic methods
 OS0689.and adjusted by the National Geodetic Survey in January 1998.
 OS0689
 OS0689.The orthometric height was scaled from a topographic map.
 OS0689
 OS0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0689.GEOID18 height accuracy estimate available here.
 OS0689
 OS0689.Click photographs - Photos may exist for this station.
 OS0689
 OS0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0689
 OS0689. The following values were computed from the NAD 83(1996) position.
 OS0689
 OS0689;                    North         East     Units Scale Factor Converg.
 OS0689;SPC SD S     -   184,603.868   589,303.978   MT  0.99992844   -0 05 31.2
 OS0689;SPC SD S     -   605,654.52  1,933,408.13   sFT  0.99992844   -0 05 31.2
 OS0689;UTM  14      - 4,872,359.016   382,399.156   MT  0.99977010   -1 01 07.9
 OS0689
 OS0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0689!SPC SD S     -   0.99989979  x   0.99992844  =   0.99982823
 OS0689!UTM  14      -   0.99989979  x   0.99977010  =   0.99966991
 OS0689
 OS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8239972359(NAD 83)
 OS0689
 OS0689                          SUPERSEDED SURVEY CONTROL
 OS0689
 OS0689  NAD 83(1986)-  43 59 41.86255(N)    100 28 00.08025(W) AD(       ) 2
 OS0689  NAD 27      -  43 59 41.91000(N)    100 27 58.60000(W) AD(       ) 2
 OS0689
 OS0689.Superseded values are not recommended for survey control.
 OS0689
 OS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0689.See file dsdata.pdf to determine how the superseded data were derived.
 OS0689
 OS0689_MARKER: DD = SURVEY DISK
 OS0689_SETTING: 0 = UNSPECIFIED SETTING
 OS0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0689
 OS0689  HISTORY     - Date     Condition        Report By
 OS0689  HISTORY     - 1924     MONUMENTED       USGLO
 OS0689
 OS0689                          STATION DESCRIPTION
 OS0689
 OS0689'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OS0689'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND BEARS
 OS0689'TO THE SE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0687 ***********************************************************************
 OS0687  DESIGNATION -  GLO 7 RM 2
 OS0687  PID         -  OS0687
 OS0687  STATE/COUNTY-  SD/JONES
 OS0687  COUNTRY     -  US
 OS0687  USGS QUAD   -  VIVIAN NW (2017)
 OS0687
 OS0687                         *CURRENT SURVEY CONTROL
 OS0687  ______________________________________________________________________
 OS0687* NAD 83(1996) POSITION- 43 59 41.86107(N) 100 28 01.23966(W)   ADJUSTED
 OS0687* NAVD 88 ORTHO HEIGHT -   663.    (meters)     2175.    (feet) SCALED
 OS0687  ______________________________________________________________________
 OS0687  GEOID HEIGHT    -        -24.278 (meters)                     GEOID18
 OS0687  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 OS0687  HORZ ORDER      -  SECOND
 OS0687
 OS0687.The horizontal coordinates were established by classical geodetic methods
 OS0687.and adjusted by the National Geodetic Survey in January 1998.
 OS0687
 OS0687.The orthometric height was scaled from a topographic map.
 OS0687
 OS0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0687.GEOID18 height accuracy estimate available here.
 OS0687
 OS0687.Click photographs - Photos may exist for this station.
 OS0687
 OS0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0687
 OS0687. The following values were computed from the NAD 83(1996) position.
 OS0687
 OS0687;                    North         East     Units Scale Factor Converg.
 OS0687;SPC SD S     -   184,603.734   589,278.087   MT  0.99992844   -0 05 32.0
 OS0687;SPC SD S     -   605,654.08  1,933,323.19   sFT  0.99992844   -0 05 32.0
 OS0687;UTM  14      - 4,872,359.301   382,373.271   MT  0.99977017   -1 01 08.7
 OS0687
 OS0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0687!SPC SD S     -   0.99989979  x   0.99992844  =   0.99982823
 OS0687!UTM  14      -   0.99989979  x   0.99977017  =   0.99966998
 OS0687
 OS0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8237372359(NAD 83)
 OS0687
 OS0687                          SUPERSEDED SURVEY CONTROL
 OS0687
 OS0687  NAD 83(1986)-  43 59 41.85686(N)    100 28 01.24232(W) AD(       ) 2
 OS0687  NAD 27      -  43 59 41.90000(N)    100 27 59.76000(W) AD(       ) 2
 OS0687
 OS0687.Superseded values are not recommended for survey control.
 OS0687
 OS0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0687.See file dsdata.pdf to determine how the superseded data were derived.
 OS0687
 OS0687_MARKER: DD = SURVEY DISK
 OS0687_SETTING: 0 = UNSPECIFIED SETTING
 OS0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0687
 OS0687  HISTORY     - Date     Condition        Report By
 OS0687  HISTORY     - 1924     MONUMENTED       USGLO
 OS0687
 OS0687                          STATION DESCRIPTION
 OS0687
 OS0687'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OS0687'REFERENCE MARK NO. 2--A BRASS DISK SET IN CONCRETE, AND BEARS
 OS0687'TO THE SW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0714 ***********************************************************************
 OS0714  DESIGNATION -  GLO 8 RM
 OS0714  PID         -  OS0714
 OS0714  STATE/COUNTY-  SD/JONES
 OS0714  COUNTRY     -  US
 OS0714  USGS QUAD   -  MURDO (2017)
 OS0714
 OS0714                         *CURRENT SURVEY CONTROL
 OS0714  ______________________________________________________________________
 OS0714* NAD 83(1996) POSITION- 43 56 13.80393(N) 100 40 36.78243(W)   ADJUSTED
 OS0714* NAVD 88 ORTHO HEIGHT -   737.    (meters)     2418.    (feet) SCALED
 OS0714  ______________________________________________________________________
 OS0714  GEOID HEIGHT    -        -24.040 (meters)                     GEOID18
 OS0714  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 OS0714  HORZ ORDER      -  SECOND
 OS0714
 OS0714.The horizontal coordinates were established by classical geodetic methods
 OS0714.and adjusted by the National Geodetic Survey in January 1998.
 OS0714
 OS0714.The orthometric height was scaled from a topographic map.
 OS0714
 OS0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0714.GEOID18 height accuracy estimate available here.
 OS0714
 OS0714.Click photographs - Photos may exist for this station.
 OS0714
 OS0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0714
 OS0714. The following values were computed from the NAD 83(1996) position.
 OS0714
 OS0714;                    North         East     Units Scale Factor Converg.
 OS0714;SPC SD S     -   178,231.086   572,418.267   MT  0.99992232   -0 14 13.2
 OS0714;SPC SD S     -   584,746.49  1,878,008.93   sFT  0.99992232   -0 14 13.2
 OS0714;UTM  14      - 4,866,260.990   365,414.772   MT  0.99982278   -1 09 49.4
 OS0714
 OS0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0714!SPC SD S     -   0.99988815  x   0.99992232  =   0.99981047
 OS0714!UTM  14      -   0.99988815  x   0.99982278  =   0.99971094
 OS0714
 OS0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6541466260(NAD 83)
 OS0714
 OS0714                          SUPERSEDED SURVEY CONTROL
 OS0714
 OS0714  NAD 83(1986)-  43 56 13.79868(N)    100 40 36.78567(W) AD(       ) 2
 OS0714  NAD 27      -  43 56 13.85000(N)    100 40 35.32000(W) AD(       ) 2
 OS0714
 OS0714.Superseded values are not recommended for survey control.
 OS0714
 OS0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0714.See file dsdata.pdf to determine how the superseded data were derived.
 OS0714
 OS0714_MARKER: DD = SURVEY DISK
 OS0714_SETTING: 0 = UNSPECIFIED SETTING
 OS0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0714
 OS0714  HISTORY     - Date     Condition        Report By
 OS0714  HISTORY     - 1924     MONUMENTED       USGLO
 OS0714
 OS0714                          STATION DESCRIPTION
 OS0714
 OS0714'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OS0714'REFERENCE MARK NO. 2--U.S.C. AND G.S. TRIANGULATION STATION
 OS0714'WHITE ALSO SERVES AS A REFERENCE MARK, AND BEARS TO THE NW,
 OS0714'203.255 METERS DISTANT FROM THE STATION N 62 DEG 23 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0724 ***********************************************************************
 OS0724  DESIGNATION -  GLO 9 A RM
 OS0724  PID         -  OS0724
 OS0724  STATE/COUNTY-  SD/JONES
 OS0724  COUNTRY     -  US
 OS0724  USGS QUAD   -  OKATON NE (2017)
 OS0724
 OS0724                         *CURRENT SURVEY CONTROL
 OS0724  ______________________________________________________________________
 OS0724* NAD 83(1996) POSITION- 43 59 42.44339(N) 100 45 58.11688(W)   ADJUSTED
 OS0724* NAVD 88 ORTHO HEIGHT -   680.    (meters)     2231.    (feet) SCALED
 OS0724  ______________________________________________________________________
 OS0724  GEOID HEIGHT    -        -23.803 (meters)                     GEOID18
 OS0724  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 OS0724  HORZ ORDER      -  SECOND
 OS0724
 OS0724.The horizontal coordinates were established by classical geodetic methods
 OS0724.and adjusted by the National Geodetic Survey in January 1998.
 OS0724
 OS0724.The orthometric height was scaled from a topographic map.
 OS0724
 OS0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0724.GEOID18 height accuracy estimate available here.
 OS0724
 OS0724.Click photographs - Photos may exist for this station.
 OS0724
 OS0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0724
 OS0724. The following values were computed from the NAD 83(1996) position.
 OS0724
 OS0724;                    North         East     Units Scale Factor Converg.
 OS0724;SPC SD S     -   184,703.528   565,285.736   MT  0.99992846   -0 17 54.9
 OS0724;SPC SD S     -   605,981.49  1,854,608.29   sFT  0.99992846   -0 17 54.9
 OS0724;UTM  14      - 4,872,847.446   358,388.588   MT  0.99984665   -1 13 37.1
 OS0724
 OS0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0724!SPC SD S     -   0.99989705  x   0.99992846  =   0.99982551
 OS0724!UTM  14      -   0.99989705  x   0.99984665  =   0.99974371
 OS0724
 OS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5838872847(NAD 83)
 OS0724
 OS0724                          SUPERSEDED SURVEY CONTROL
 OS0724
 OS0724  NAD 83(1986)-  43 59 42.43810(N)    100 45 58.12026(W) AD(       ) 2
 OS0724  NAD 27      -  43 59 42.48000(N)    100 45 56.63000(W) AD(       ) 2
 OS0724
 OS0724.Superseded values are not recommended for survey control.
 OS0724
 OS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0724.See file dsdata.pdf to determine how the superseded data were derived.
 OS0724
 OS0724_MARKER: DD = SURVEY DISK
 OS0724_SETTING: 0 = UNSPECIFIED SETTING
 OS0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0724
 OS0724  HISTORY     - Date     Condition        Report By
 OS0724  HISTORY     - 1924     MONUMENTED       USGLO
 OS0724
 OS0724                          STATION DESCRIPTION
 OS0724
 OS0724'DESCRIBED BY US GENERAL LAND OFFICE 1924
 OS0724'REFERENCE MARK NO. 2--CORNER NO. 9B ALSO SERVES AS A REFERENCE
 OS0724'MARK, AND BEARS TO THE E, IS 45.418 METERS (149.01 FEET)
 OS0724'DISTANT FROM THE STATION N 69 DEG 53 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1035 ***********************************************************************
 PU1035  DESIGNATION -  GNINNE
 PU1035  PID         -  PU1035
 PU1035  STATE/COUNTY-  SD/MEADE
 PU1035  COUNTRY     -  US
 PU1035  USGS QUAD   -  ENNING (2017)
 PU1035
 PU1035                         *CURRENT SURVEY CONTROL
 PU1035  ______________________________________________________________________
 PU1035* NAD 83(1996) POSITION- 44 34 11.81239(N) 102 33 25.05610(W)   ADJUSTED
 PU1035* NAVD 88 ORTHO HEIGHT -   947.204 (meters)     3107.62  (feet) ADJUSTED
 PU1035  ______________________________________________________________________
 PU1035  GEOID HEIGHT    -        -18.438 (meters)                     GEOID18
 PU1035  LAPLACE CORR    -         -6.61  (seconds)                    DEFLEC18
 PU1035  DYNAMIC HEIGHT  -        946.942 (meters)     3106.76  (feet) COMP
 PU1035  MODELED GRAVITY -    980,309.2   (mgal)                       NAVD 88
 PU1035
 PU1035  HORZ ORDER      -  SECOND
 PU1035  VERT ORDER      -  FIRST     CLASS II
 PU1035
 PU1035.The horizontal coordinates were established by classical geodetic methods
 PU1035.and adjusted by the National Geodetic Survey in January 1998.
 PU1035
 PU1035.The orthometric height was determined by differential leveling and
 PU1035.adjusted by the NATIONAL GEODETIC SURVEY
 PU1035.in October 1997.
 PU1035
 PU1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1035.GEOID18 height accuracy estimate available here.
 PU1035
 PU1035.Click photographs - Photos may exist for this station.
 PU1035
 PU1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1035
 PU1035.The dynamic height is computed by dividing the NAVD 88
 PU1035.geopotential number by the normal gravity value computed on the
 PU1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1035.degrees latitude (g = 980.6199 gals.).
 PU1035
 PU1035.The modeled gravity was interpolated from observed gravity values.
 PU1035
 PU1035. The following values were computed from the NAD 83(1996) position.
 PU1035
 PU1035;                    North         East     Units Scale Factor Converg.
 PU1035;SPC SD N     -    85,061.512   396,928.386   MT  0.99997417   -1 48 34.8
 PU1035;SPC SD N     -   279,072.64  1,302,255.88   sFT  0.99997417   -1 48 34.8
 PU1035;UTM  13      - 4,938,082.086   693,984.799   MT  1.00006278   +1 42 54.0
 PU1035
 PU1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1035!SPC SD N     -   0.99985440  x   0.99997417  =   0.99982857
 PU1035!UTM  13      -   0.99985440  x   1.00006278  =   0.99991717
 PU1035
 PU1035:                Primary Azimuth Mark                     Grid Az
 PU1035:SPC SD N     -  GNINNE RM 3                              347 13 39.2
 PU1035:UTM  13      -  GNINNE RM 3                              343 42 10.4
 PU1035
 PU1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9398438082(NAD 83)
 PU1035
 PU1035|---------------------------------------------------------------------|
 PU1035| PID    Reference Object                     Distance      Geod. Az  |
 PU1035|                                                           dddmmss.s |
 PU1035| PU1036 GNINNE RM 1                          11.172 METERS 02258     |
 PU1035| PU1037 GNINNE RM 2                          11.783 METERS 09550     |
 PU1035| PU1038 GNINNE RM 3                                        3452504.4 |
 PU1035| PU1034 GNINNE AZ MK                                       3454016.5 |
 PU1035|---------------------------------------------------------------------|
 PU1035
 PU1035                          SUPERSEDED SURVEY CONTROL
 PU1035
 PU1035  NAD 83(1993)-  44 34 11.80443(N)    102 33 25.05622(W) AD(       ) 2
 PU1035  NAD 83(1986)-  44 34 11.80427(N)    102 33 25.05588(W) AD(       ) 2
 PU1035  NAD 27      -  44 34 11.84490(N)    102 33 23.45150(W) AD(       ) 2
 PU1035  NAVD 88 (06/15/91)  947.198  (m)         3107.60   (f) SUPERSEDED  1 2
 PU1035  NGVD 29 (??/??/92)  946.716  (m)         3106.02   (f) ADJ UNCH    1 2
 PU1035  NGVD 29             946.72   (m)         3106.0    (f) LEVELING    3  
 PU1035
 PU1035.Superseded values are not recommended for survey control.
 PU1035
 PU1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1035.See file dsdata.pdf to determine how the superseded data were derived.
 PU1035
 PU1035_MARKER: DS = TRIANGULATION STATION DISK
 PU1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1035_STAMPING: GNINNE 1962
 PU1035_MARK LOGO: CGS
 PU1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1035+STABILITY: SURFACE MOTION
 PU1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1035+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU1035
 PU1035  HISTORY     - Date     Condition        Report By
 PU1035  HISTORY     - 1962     MONUMENTED       CGS
 PU1035  HISTORY     - 1963     GOOD             CGS
 PU1035  HISTORY     - 1972     GOOD             NGS
 PU1035  HISTORY     - 1972     GOOD             NGS
 PU1035  HISTORY     - 19950605 GOOD             NGS
 PU1035
 PU1035                          STATION DESCRIPTION
 PU1035
 PU1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1035'THE STATION IS LOCATED 0.6 MILE SOUTHEAST OF ENNING, ON THE HIGHEST
 PU1035'POINT OF A GRASS COVERED HILL, THE HIGHEST IN THE VICINITY,
 PU1035'ON SCHOOL SECTION LAND LEASED BY MR. CLIFFORD SANDERS.
 PU1035'
 PU1035'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT ENNING GO
 PU1035'EAST ON STATE HIGHWAY 34 FOR 0.35 MILE TO A DRIVEWAY ON THE
 PU1035'RIGHT.  TURN RIGHT, THENCE LEFT AND GO 0.05 MILE TO A WIRE
 PU1035'GATE AND THE AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE WIRE
 PU1035'GATE, TURN RIGHT AND GO SOUTHERLY ACROSS AN OPEN PASTURE FOR 0.4
 PU1035'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 PU1035'DESCRIBED.
 PU1035'
 PU1035'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1035'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED GNINNE 1962.
 PU1035'
 PU1035'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU1035'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 PU1035'GNINNE NO 1 1962.
 PU1035'
 PU1035'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU1035'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 PU1035'GNINNE NO 2 1962.
 PU1035'
 PU1035'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1035'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED GNINNE
 PU1035'1962.  IT IS 33 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 34,
 PU1035'7 FEET EAST OF A NORTH GATE POST, 1.6 FEET SOUTH OF A METAL
 PU1035'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 PU1035
 PU1035                          STATION RECOVERY (1963)
 PU1035
 PU1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1035'0.6 MI SE FROM ENNING.
 PU1035'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU1035'POST OFFICE AT ENNING, THENCE 0.35 MILE SOUTH-SOUTHEAST ACROSS
 PU1035'COUNTRY TO THE CREST OF A BUTTE LIKE HILL, 38.6 FEET WEST OF
 PU1035'GNINNE R.M. 2, 36.6 FEET SOUTH-SOUTHWEST OF GNINNE R.M. 1, AND
 PU1035'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU1035
 PU1035                          STATION RECOVERY (1972)
 PU1035
 PU1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PU1035'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 PU1035'AZIMUTH MARK WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.
 PU1035'A DIFFERENCE OF .05 FOOT LONGER WAS FOUND IN EACH OF THE THREE
 PU1035'(3) REFERENCE MARK MEASUREMENTS, THE HORIZONTAL ANGLES CHECKED
 PU1035'GOOD.  THE AZIMUTH MARK WAS SOON TO BE DESTROYED DUE TO
 PU1035'HIGHWAY IMPROVEMENTS, THEREFORE REFERENCE MARK NO. 3 WAS SET
 PU1035'AND THE ORIGINAL AZIMUTH MARK WAS REMOVED AT THIS TIME.
 PU1035'
 PU1035'A NEW DESCRIPTION FOLLOWS--
 PU1035'
 PU1035'THE STATION IS LOCATED ABOUT 0.6 MILE SOUTHEAST OF ENNING, ON THE
 PU1035'HIGH-PART OF A SMALL BUT PROMINENT HILL IN PASTURE LAND, ON SCHOOL
 PU1035'PROPERTY LEASED FOR FARMING BY MR. CLIFFORD SANDERS, WHO LIVES
 PU1035'SOUTH OF STATION.
 PU1035'
 PU1035'THE STATION MARK IS A STANDARD DISK STAMPED GNINNE 1962, SET IN
 PU1035'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS ON
 PU1035'THE HIGHEST PART OF THE HILL.
 PU1035'
 PU1035'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GNINNE NO 1 1962,
 PU1035'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 PU1035'IT IS AT THE NORTH EDGE OF THE HILL.
 PU1035'
 PU1035'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GNINNE NO 2 1962,
 PU1035'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT
 PU1035'IS TOWARD THE EAST SIDE OF THE HILL.
 PU1035'
 PU1035'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 PU1035'GNINNE 1962 NO 3 1972, SET IN A ROUND CONCRETE MONUMENT FLUSH
 PU1035'WITH THE GROUND.  IT IS IN THE R.E.A. STORAGE YARD AT THE EAST
 PU1035'EDGE OF ENNING, 126 FEET NORTH OF THE CENTER OF STATE HIGHWAY 34,
 PU1035'1 FOOT WEST OF THE EAST PROPERTY LINE FENCE, AND 1.5 FEET
 PU1035'NORTHWEST OF A METAL WITNESS POST.
 PU1035'
 PU1035'TO REACH THE STATION FROM THE ENNING FIRE DEPARTMENT BUILDING,
 PU1035'WHICH IS IN AN ENCLOSED YARD AT THE EAST EDGE OF TOWN ON THE
 PU1035'SOUTH SIDE OF STATE HIGHWAY 34, GO THRU GATE INTO THE YARD,
 PU1035'FOLLOW TRACK ROAD TO SOUTHEAST CORNER OF YARD AND GATE, GO
 PU1035'THRU GATE AND PICK WAY SOUTH-SOUTHEAST TO THE HILL AND STATION,
 PU1035'0.5 MILE, AS DESCRIBED.
 PU1035'
 PU1035'THE ELEVATION OF THE STATION MARK IS 3106.017 FEET OR 946.716
 PU1035'METERS.
 PU1035'
 PU1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.6
 PU1035'MILE SE OF ENNING
 PU1035
 PU1035                          STATION RECOVERY (1972)
 PU1035
 PU1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU1035'RECOVERED IN GOOD CONDITION.
 PU1035
 PU1035                          STATION RECOVERY (1995)
 PU1035
 PU1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1035'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1035'IN UNION CENTER, THENCE 0.1 KM (0.05 MI) SOUTHERLY ACROSS A FIRE
 PU1035'STATION PARKING LOT, THENCE 0.6 KM (0.35 MI) SOUTHERLY ACROSS A
 PU1035'PASTURE TO THE HIGHEST POINT IN THE AREA, 11.7 M (38.4 FT) WEST OF
 PU1035'REFERENCE MARK 2, 11.1 M (36.4 FT) SOUTH OF REFERENCE MARK 1, AND THE
 PU1035'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 PU1035'PROPERTY OWNED BY NORMAN SANDERS, P.O. BOX 32, ENNING, SD 57737,
 PU1035'TELEPHONE NUMBER (605) 985-5443.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1034 ***********************************************************************
 PU1034  DESIGNATION -  GNINNE AZ MK
 PU1034  PID         -  PU1034
 PU1034  STATE/COUNTY-  SD/MEADE
 PU1034  COUNTRY     -  US
 PU1034  USGS QUAD   -  ENNING (2017)
 PU1034
 PU1034                         *CURRENT SURVEY CONTROL
 PU1034  ______________________________________________________________________
 PU1034* NAD 83(1986) POSITION- 44 34 31.     (N) 102 33 29.     (W)   SCALED
 PU1034* NAVD 88 ORTHO HEIGHT -   929.229 (meters)     3048.65  (feet) ADJUSTED
 PU1034  ______________________________________________________________________
 PU1034  GEOID HEIGHT    -        -18.429 (meters)                     GEOID18
 PU1034  DYNAMIC HEIGHT  -        928.972 (meters)     3047.80  (feet) COMP
 PU1034  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 PU1034
 PU1034  VERT ORDER      -  SECOND    CLASS 0
 PU1034
 PU1034.The horizontal coordinates were scaled from a map and have
 PU1034.an estimated accuracy of +/- 6 seconds.
 PU1034
 PU1034.The orthometric height was determined by differential leveling and
 PU1034.adjusted by the NATIONAL GEODETIC SURVEY
 PU1034.in June 1991.
 PU1034
 PU1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1034.GEOID18 height accuracy estimate available here.
 PU1034
 PU1034.Click photographs - Photos may exist for this station.
 PU1034
 PU1034.The dynamic height is computed by dividing the NAVD 88
 PU1034.geopotential number by the normal gravity value computed on the
 PU1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1034.degrees latitude (g = 980.6199 gals.).
 PU1034
 PU1034.The modeled gravity was interpolated from observed gravity values.
 PU1034
 PU1034;                    North         East    Units  Estimated Accuracy
 PU1034;SPC SD N     -    85,660.      396,860.      MT  (+/- 180 meters Scaled)
 PU1034
 PU1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK938386(NAD 83)
 PU1034
 PU1034                          SUPERSEDED SURVEY CONTROL
 PU1034
 PU1034  NGVD 29 (??/??/92)  928.746  (m)         3047.06   (f) ADJ UNCH    2 0
 PU1034
 PU1034.Superseded values are not recommended for survey control.
 PU1034
 PU1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1034.See file dsdata.pdf to determine how the superseded data were derived.
 PU1034
 PU1034_MARKER: DZ = AZIMUTH MARK DISK
 PU1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1034_STAMPING: GNINNE 1962
 PU1034_MARK LOGO: CGS
 PU1034_PROJECTION: PROJECTING 5 CENTIMETERS
 PU1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1034+STABILITY: SURFACE MOTION
 PU1034
 PU1034  HISTORY     - Date     Condition        Report By
 PU1034  HISTORY     - 1962     MONUMENTED       CGS
 PU1034  HISTORY     - 1963     GOOD             CGS
 PU1034  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU1034
 PU1034                          STATION DESCRIPTION
 PU1034
 PU1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1034'0.2 MI E FROM ENNING.
 PU1034'ABOUT 0.2 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1034'AND STORE AT ENNING, 31 FEET SOUTH OF THE CENTER LINE OF THE
 PU1034'HIGHWAY, 7 FEET EAST OF A CORNER FENCE POST, 0.9 FEET SOUTH OF A
 PU1034'FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU1034'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 PU1034'INCHES.
 PU1034
 PU1034                          STATION RECOVERY (1995)
 PU1034
 PU1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1034'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK GNINNE
 PU1034'RM 3 WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU1034'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1036 ***********************************************************************
 PU1036  DESIGNATION -  GNINNE RM 1
 PU1036  PID         -  PU1036
 PU1036  STATE/COUNTY-  SD/MEADE
 PU1036  COUNTRY     -  US
 PU1036  USGS QUAD   -  ENNING (2017)
 PU1036
 PU1036                         *CURRENT SURVEY CONTROL
 PU1036  ______________________________________________________________________
 PU1036* NAD 83(1986) POSITION- 44 34 12.15   (N) 102 33 24.86   (W)   HD_HELD1
 PU1036* NAVD 88 ORTHO HEIGHT -   946.864 (meters)     3106.50  (feet) ADJUSTED
 PU1036  ______________________________________________________________________
 PU1036  GEOID HEIGHT    -        -18.438 (meters)                     GEOID18
 PU1036  DYNAMIC HEIGHT  -        946.602 (meters)     3105.64  (feet) COMP
 PU1036  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 PU1036
 PU1036  VERT ORDER      -  FIRST     CLASS II
 PU1036
 PU1036.The horizontal coordinates were determined by differentially corrected
 PU1036.hand held GPS observations or other comparable positioning techniques
 PU1036.and have an estimated accuracy of +/- 3 meters.
 PU1036
 PU1036.The orthometric height was determined by differential leveling and
 PU1036.adjusted by the NATIONAL GEODETIC SURVEY
 PU1036.in October 1997.
 PU1036
 PU1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1036.GEOID18 height accuracy estimate available here.
 PU1036
 PU1036.Click photographs - Photos may exist for this station.
 PU1036
 PU1036.The dynamic height is computed by dividing the NAVD 88
 PU1036.geopotential number by the normal gravity value computed on the
 PU1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1036.degrees latitude (g = 980.6199 gals.).
 PU1036
 PU1036.The modeled gravity was interpolated from observed gravity values.
 PU1036
 PU1036;                    North         East    Units  Estimated Accuracy
 PU1036;SPC SD N     -    85,071.8     396,933.0     MT  (+/- 3 meters HH1 GPS) 
 PU1036
 PU1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9398838092(NAD 83)
 PU1036
 PU1036                          SUPERSEDED SURVEY CONTROL
 PU1036
 PU1036  NAVD 88 (06/15/91)  946.838  (m)         3106.42   (f) SUPERSEDED  1 2
 PU1036  NGVD 29 (??/??/92)  946.357  (m)         3104.84   (f) ADJ UNCH    1 2
 PU1036
 PU1036.Superseded values are not recommended for survey control.
 PU1036
 PU1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1036.See file dsdata.pdf to determine how the superseded data were derived.
 PU1036
 PU1036_MARKER: DR = REFERENCE MARK DISK
 PU1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1036_STAMPING: GNINNE NO 1 1962
 PU1036_MARK LOGO: CGS
 PU1036_PROJECTION: FLUSH
 PU1036_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1036+STABILITY: SURFACE MOTION
 PU1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1036+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU1036
 PU1036  HISTORY     - Date     Condition        Report By
 PU1036  HISTORY     - 1962     MONUMENTED       CGS
 PU1036  HISTORY     - 1963     GOOD             CGS
 PU1036  HISTORY     - 1972     GOOD             NGS
 PU1036  HISTORY     - 19950605 GOOD             NGS
 PU1036
 PU1036                          STATION DESCRIPTION
 PU1036
 PU1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1036'0.6 MI SE FROM ENNING.
 PU1036'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU1036'POST OFFICE AT ENNING, THENCE 0.35 MILE SOUTH-SOUTHEAST ACROSS
 PU1036'COUNTRY TO THE CREST OF A BUTTE LIKE HILL, 36.6 FEET
 PU1036'NORTH-NORTHEAST OF GNINNE 1962, ABOUT 2 FEET BELOW THE LEVEL
 PU1036'OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1036'1 INCH.
 PU1036
 PU1036                          STATION RECOVERY (1972)
 PU1036
 PU1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU1036'RECOVERED IN GOOD CONDITION.
 PU1036
 PU1036                          STATION RECOVERY (1995)
 PU1036
 PU1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1036'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1036'IN UNION CENTER, THENCE 0.1 KM (0.05 MI) SOUTHERLY ACROSS A FIRE
 PU1036'STATION PARKING LOT, THENCE 0.6 KM (0.35 MI) SOUTHERLY ACROSS A
 PU1036'PASTURE TO THE HIGHEST POINT IN THE AREA, 13.5 M (44.3 FT) NORTHWEST
 PU1036'OF REFERENCE MARK 2, 11.2 M (36.7 FT) NORTH OF TRIANGULATION STATION
 PU1036'GNINNE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 PU1036'MONUMENT IS ON PROPERTY OWNED BY NORMAN SANDERS, P.O. BOX 32, ENNING,
 PU1036'SD 57737, TELEPHONE NUMBER (605) 985-5443.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1037 ***********************************************************************
 PU1037  DESIGNATION -  GNINNE RM 2
 PU1037  PID         -  PU1037
 PU1037  STATE/COUNTY-  SD/MEADE
 PU1037  COUNTRY     -  US
 PU1037  USGS QUAD   -  ENNING (2017)
 PU1037
 PU1037                         *CURRENT SURVEY CONTROL
 PU1037  ______________________________________________________________________
 PU1037* NAD 83(1986) POSITION- 44 34 11.77   (N) 102 33 24.52   (W)   HD_HELD1
 PU1037* NAVD 88 ORTHO HEIGHT -   946.827 (meters)     3106.38  (feet) ADJUSTED
 PU1037  ______________________________________________________________________
 PU1037  GEOID HEIGHT    -        -18.438 (meters)                     GEOID18
 PU1037  DYNAMIC HEIGHT  -        946.565 (meters)     3105.52  (feet) COMP
 PU1037  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 PU1037
 PU1037  VERT ORDER      -  FIRST     CLASS II
 PU1037
 PU1037.The horizontal coordinates were determined by differentially corrected
 PU1037.hand held GPS observations or other comparable positioning techniques
 PU1037.and have an estimated accuracy of +/- 3 meters.
 PU1037
 PU1037.The orthometric height was determined by differential leveling and
 PU1037.adjusted by the NATIONAL GEODETIC SURVEY
 PU1037.in October 1997.
 PU1037
 PU1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1037.GEOID18 height accuracy estimate available here.
 PU1037
 PU1037.Click photographs - Photos may exist for this station.
 PU1037
 PU1037.The dynamic height is computed by dividing the NAVD 88
 PU1037.geopotential number by the normal gravity value computed on the
 PU1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1037.degrees latitude (g = 980.6199 gals.).
 PU1037
 PU1037.The modeled gravity was interpolated from observed gravity values.
 PU1037
 PU1037;                    North         East    Units  Estimated Accuracy
 PU1037;SPC SD N     -    85,059.8     396,940.2     MT  (+/- 3 meters HH1 GPS) 
 PU1037
 PU1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9399638081(NAD 83)
 PU1037
 PU1037                          SUPERSEDED SURVEY CONTROL
 PU1037
 PU1037  NAVD 88 (06/15/91)  946.798  (m)         3106.29   (f) SUPERSEDED  1 2
 PU1037  NGVD 29 (??/??/92)  946.317  (m)         3104.71   (f) ADJ UNCH    1 2
 PU1037
 PU1037.Superseded values are not recommended for survey control.
 PU1037
 PU1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1037.See file dsdata.pdf to determine how the superseded data were derived.
 PU1037
 PU1037_MARKER: DR = REFERENCE MARK DISK
 PU1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1037_STAMPING: GNINNE NO 2 1962
 PU1037_MARK LOGO: CGS
 PU1037_PROJECTION: FLUSH
 PU1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1037+STABILITY: SURFACE MOTION
 PU1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1037+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU1037
 PU1037  HISTORY     - Date     Condition        Report By
 PU1037  HISTORY     - 1962     MONUMENTED       CGS
 PU1037  HISTORY     - 1963     GOOD             CGS
 PU1037  HISTORY     - 1972     GOOD             NGS
 PU1037  HISTORY     - 19950605 GOOD             NGS
 PU1037
 PU1037                          STATION DESCRIPTION
 PU1037
 PU1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1037'0.6 MI SE FROM ENNING.
 PU1037'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU1037'POST OFFICE AT ENNING, THENCE 0.35 MILE SOUTH-SOUTHEAST ACROSS
 PU1037'COUNTRY TO A BUTTE LIKE HILL, 38.6 FEET EAST OF GNINNE 1962,
 PU1037'ABOUT 2 FEET BELOW THE LEVEL OF THE STATION, AND SET IN THE
 PU1037'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU1037
 PU1037                          STATION RECOVERY (1972)
 PU1037
 PU1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU1037'RECOVERED IN GOOD CONDITION.
 PU1037
 PU1037                          STATION RECOVERY (1995)
 PU1037
 PU1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1037'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1037'IN UNION CENTER, THENCE 0.1 KM (0.05 MI) SOUTHERLY ACROSS A FIRE
 PU1037'STATION PARKING LOT, THENCE 0.6 KM (0.35 MI) SOUTHERLY ACROSS A
 PU1037'PASTURE TO THE HIGHEST POINT IN THE AREA, 13.5 M (44.3 FT) SOUTHEAST
 PU1037'OF REFERENCE MARK 2, 11.7 M (38.4 FT) EAST OF TRIANGULATION STATION
 PU1037'GNINNE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 PU1037'MONUMENT IS ON PROPERTY OWNED BY NORMAN SANDERS, P.O. BOX 32, ENNING,
 PU1037'SD 57737, TELEPHONE NUMBER (605) 985-5443.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1038 ***********************************************************************
 PU1038  DESIGNATION -  GNINNE RM 3
 PU1038  PID         -  PU1038
 PU1038  STATE/COUNTY-  SD/MEADE
 PU1038  COUNTRY     -  US
 PU1038  USGS QUAD   -  ENNING (2017)
 PU1038
 PU1038                         *CURRENT SURVEY CONTROL
 PU1038  ______________________________________________________________________
 PU1038* NAD 83(1986) POSITION- 44 34 33.     (N) 102 33 34.     (W)   SCALED
 PU1038* NAVD 88 ORTHO HEIGHT -   927.980 (meters)     3044.55  (feet) ADJUSTED
 PU1038  ______________________________________________________________________
 PU1038  GEOID HEIGHT    -        -18.425 (meters)                     GEOID18
 PU1038  DYNAMIC HEIGHT  -        927.722 (meters)     3043.70  (feet) COMP
 PU1038  MODELED GRAVITY -    980,308.3   (mgal)                       NAVD 88
 PU1038
 PU1038  VERT ORDER      -  FIRST     CLASS II
 PU1038
 PU1038.The horizontal coordinates were scaled from a map and have
 PU1038.an estimated accuracy of +/- 6 seconds.
 PU1038
 PU1038.The orthometric height was determined by differential leveling and
 PU1038.adjusted by the NATIONAL GEODETIC SURVEY
 PU1038.in October 1997.
 PU1038
 PU1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1038.GEOID18 height accuracy estimate available here.
 PU1038
 PU1038.Click photographs - Photos may exist for this station.
 PU1038
 PU1038.The dynamic height is computed by dividing the NAVD 88
 PU1038.geopotential number by the normal gravity value computed on the
 PU1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1038.degrees latitude (g = 980.6199 gals.).
 PU1038
 PU1038.The modeled gravity was interpolated from observed gravity values.
 PU1038
 PU1038;                    North         East    Units  Estimated Accuracy
 PU1038;SPC SD N     -    85,720.      396,750.      MT  (+/- 180 meters Scaled)
 PU1038
 PU1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK937387(NAD 83)
 PU1038
 PU1038                          SUPERSEDED SURVEY CONTROL
 PU1038
 PU1038.No superseded survey control is available for this station.
 PU1038
 PU1038_MARKER: DR = REFERENCE MARK DISK
 PU1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1038_STAMPING: GNINNE 1962 NO 3 1972
 PU1038_MARK LOGO: CGS
 PU1038_PROJECTION: FLUSH
 PU1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1038+STABILITY: SURFACE MOTION
 PU1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1038+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU1038
 PU1038  HISTORY     - Date     Condition        Report By
 PU1038  HISTORY     - 1972     MONUMENTED       NGS
 PU1038  HISTORY     - 19950605 GOOD             NGS
 PU1038
 PU1038                          STATION DESCRIPTION
 PU1038
 PU1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU1038'AT ENNING.
 PU1038'0.2 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU1038'AT THE EAST EDGE OF THE R.E.A STORAGE YARD, 126 FEET NORTH OF
 PU1038'THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF FENCE, 1.5 FEET
 PU1038'NORTHWEST OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 PU1038'MONUMENT FLUSH WITH THE GROUND.  IT IS AT HIGHWAY STATION
 PU1038'498+10.  GNINNE 1962 AZIMUTH WAS RECOVERED IN GOOD CONDITION
 PU1038'AS DESCRIBED, THE DISK WAS REMOVED FROM THE MARK AT THIS TIME.
 PU1038
 PU1038                          STATION RECOVERY (1995)
 PU1038
 PU1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1038'9.3 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1038'IN UNION CENTER, 501.0 M (1643.7 FT) WEST OF MILEPOST 87, 39.0 M
 PU1038'(128.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) NORTH OF A
 PU1038'FENCE CORNER, 4.2 M (13.8 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.5 M
 PU1038'(1.6 FT) NORTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL
 PU1038'OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) SOUTH
 PU1038'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0849 ***********************************************************************
 PR0849  DESIGNATION -  GOEMAN
 PR0849  PID         -  PR0849
 PR0849  STATE/COUNTY-  SD/HAMLIN
 PR0849  COUNTRY     -  US
 PR0849  USGS QUAD   -  HAYTI (2017)
 PR0849
 PR0849                         *CURRENT SURVEY CONTROL
 PR0849  ______________________________________________________________________
 PR0849* NAD 83(1996) POSITION- 44 41 20.91980(N) 097 07 41.87915(W)   ADJUSTED
 PR0849* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 PR0849  ______________________________________________________________________
 PR0849  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 PR0849  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 PR0849  HORZ ORDER      -  SECOND
 PR0849
 PR0849.The horizontal coordinates were established by classical geodetic methods
 PR0849.and adjusted by the National Geodetic Survey in January 1998.
 PR0849
 PR0849.The orthometric height was scaled from a topographic map.
 PR0849
 PR0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0849.GEOID18 height accuracy estimate available here.
 PR0849
 PR0849.Click photographs - Photos may exist for this station.
 PR0849
 PR0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0849
 PR0849. The following values were computed from the NAD 83(1996) position.
 PR0849
 PR0849;                    North         East     Units Scale Factor Converg.
 PR0849;SPC SD N     -    99,136.459   827,588.367   MT  0.99995897   +2 01 56.7
 PR0849;SPC SD N     -   325,250.20  2,715,179.50   sFT  0.99995897   +2 01 56.7
 PR0849;UTM  14      - 4,950,123.192   648,314.414   MT  0.99987051   +1 18 59.5
 PR0849
 PR0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0849!SPC SD N     -   0.99991638  x   0.99995897  =   0.99987535
 PR0849!UTM  14      -   0.99991638  x   0.99987051  =   0.99978690
 PR0849
 PR0849:                Primary Azimuth Mark                     Grid Az
 PR0849:SPC SD N     -  HAYTI MUNICIPAL TANK                     237 39 48.7
 PR0849:UTM  14      -  HAYTI MUNICIPAL TANK                     238 22 45.9
 PR0849
 PR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4831450123(NAD 83)
 PR0849
 PR0849|---------------------------------------------------------------------|
 PR0849| PID    Reference Object                     Distance      Geod. Az  |
 PR0849|                                                           dddmmss.s |
 PR0849| CO5060 GOEMAN RM 2                          47.280 METERS 09313     |
 PR0849| CO5059 GOEMAN RM 1                          49.659 METERS 18327     |
 PR0849| PR0851 HAYTI MUNICIPAL TANK                APPROX. 7.2 KM 2394145.4 |
 PR0849|---------------------------------------------------------------------|
 PR0849
 PR0849                          SUPERSEDED SURVEY CONTROL
 PR0849
 PR0849  NAD 83(1986)-  44 41 20.91545(N)    097 07 41.85947(W) AD(       ) 2
 PR0849  NAD 27      -  44 41 21.04593(N)    097 07 40.60407(W) AD(       ) 2
 PR0849
 PR0849.Superseded values are not recommended for survey control.
 PR0849
 PR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0849.See file dsdata.pdf to determine how the superseded data were derived.
 PR0849
 PR0849_MARKER: DD = SURVEY DISK
 PR0849_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0849+WITH SETTING: INFORMATION.
 PR0849_STAMPING: ET GOEMAN 1968
 PR0849_MARK LOGO: USGS
 PR0849_PROJECTION: FLUSH
 PR0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0849
 PR0849  HISTORY     - Date     Condition        Report By
 PR0849  HISTORY     - 1968     MONUMENTED       USGS
 PR0849
 PR0849                          STATION DESCRIPTION
 PR0849
 PR0849'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0849'STATION IS LOCATED 2.5 MI S. AND 5.0 MI W. OF TOWN OF
 PR0849'CASTLEWOOD, ABOUT 2.0 MI N. AND 4.0 MI E. OF TOWN OF HAYTI, IN
 PR0849'EXTREME SE. COR. OF SEC. 12, T. 114 N., R. 53 W.
 PR0849'
 PR0849'TO REACH FROM JCT. OF MAIN ST. IN CASTLEWOOD AND IMPROVED
 PR0849'COUNTY RD. AT E. EDGE OF TOWN, GO S. 0.5 MI TO CROSSROADS,
 PR0849'TURN RIGHT (W.) AND GO 4.0 MI TO U.S. HWY. 81, TURN LEFT
 PR0849'(S.) AND FOLLOW HWY. 2.0 MI TO RD. ON RIGHT AT BEND IN HWY.,
 PR0849'TURN RIGHT (W.) AND PROCEED 0.7 MI TO END OF SHELTERBELT.
 PR0849'STATION IS ON THE RIGHT (N.) SIDE OF E.-W. RD., IN PASTURELAND
 PR0849'ON A PROMINENT ROCKY RIDGE.
 PR0849'
 PR0849'STATION IS 522.0 FT N. OF E.-W. RD., 152.0 FT W. OF N.-S.
 PR0849'FENCE, 6.0 FT S. OF USGS WITNESS POST, AND IS STAMPED ET
 PR0849'GOEMAN 1968.
 PR0849'
 PR0849'REFERENCE MARK NO. 1 IS 168.0 FT S. OF USGS WITNESS POST
 PR0849'ALONG ROCKY RIDGE AND IS STAMPED GOEMAN NO. 1 1968.
 PR0849'
 PR0849'REFERENCE MARK NO. 2 IS 155.0 FT E. OF USGS WITNESS POST, 2.0
 PR0849'FT E. OF N.-S. FENCE, AND IS STAMPED GOEMAN NO. 2 1968.
 PR0849'
 PR0849'NO AZIMUTH MARK WAS SET.  USC AND GS TRIANGULATION STATION
 PR0849'HORSWILL 1903-1935 AND STATION ET DRY ARE GROUND VISIBLE.
 PR0849'DIRECTION WAS OBSERVED TO HAYTI M.W.T.
 PR0849'
 PR0849'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0849'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DIAMETER
 PR0849'TILE FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0466 ***********************************************************************
 QT0466  DESIGNATION -  GOLDEN VALLEY LUTH CH SPIRE
 QT0466  PID         -  QT0466
 QT0466  STATE/COUNTY-  SD/HARDING
 QT0466  COUNTRY     -  US
 QT0466  USGS QUAD   -  COW BUTTE (2018)
 QT0466
 QT0466                         *CURRENT SURVEY CONTROL
 QT0466  ______________________________________________________________________
 QT0466* NAD 83(1996) POSITION- 45 53 06.52008(N) 102 56 33.98914(W)   ADJUSTED
 QT0466  ______________________________________________________________________
 QT0466  GEOID HEIGHT    -        -16.913 (meters)                     GEOID18
 QT0466  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC18
 QT0466  HORZ ORDER      -  THIRD
 QT0466
 QT0466.The horizontal coordinates were established by classical geodetic methods
 QT0466.and adjusted by the National Geodetic Survey in January 1998.
 QT0466
 QT0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0466.GEOID18 height accuracy estimate available here.
 QT0466
 QT0466.Click photographs - Photos may exist for this station.
 QT0466
 QT0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0466
 QT0466. The following values were computed from the NAD 83(1996) position.
 QT0466
 QT0466;                    North         East     Units Scale Factor Converg.
 QT0466;SPC SD N     -   232,166.709   371,611.729   MT  1.00004521   -2 04 57.8
 QT0466;SPC SD N     -   761,700.28  1,219,196.15   sFT  1.00004521   -2 04 57.8
 QT0466;UTM  13      - 5,083,344.222   659,623.975   MT  0.99991325   +1 28 38.2
 QT0466
 QT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5962383344(NAD 83)
 QT0466
 QT0466                          SUPERSEDED SURVEY CONTROL
 QT0466
 QT0466  NAD 83(1993)-  45 53 06.50830(N)    102 56 33.98653(W) AD(       ) 3
 QT0466  NAD 83(1986)-  45 53 06.50897(N)    102 56 33.98584(W) AD(       ) 3
 QT0466  NAD 27      -  45 53 06.50000(N)    102 56 32.38000(W) AD(       ) 3
 QT0466
 QT0466.Superseded values are not recommended for survey control.
 QT0466
 QT0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0466.See file dsdata.pdf to determine how the superseded data were derived.
 QT0466
 QT0466_MARKER: 90 = CHURCH SPIRE
 QT0466
 QT0466  HISTORY     - Date     Condition        Report By
 QT0466  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0466
 QT0466                          STATION DESCRIPTION
 QT0466
 QT0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0466'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST BY NORTH OF
 QT0466'ELLINGSON, ABOUT 1/2 MILE SOUTH OF A GRAVELED ROAD, AND ABOUT
 QT0466'70 FEET WEST OF A GRADED DIRT ROAD.
 QT0466'
 QT0466'THE CHURCH IS A WOODEN BUILDING, PAINTED WHITE, AND HAS A SPIRE
 QT0466'AT THE EAST EDGE OF THE ROOF.  THE HEIGHT OVERALL IS ABOUT 45
 QT0466'FEET.  THE POINT OBSERVED WAS A FINIAL AT THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0510 ***********************************************************************
 OQ0510  DESIGNATION -  GOLF
 OQ0510  PID         -  OQ0510
 OQ0510  STATE/COUNTY-  SD/DAVISON
 OQ0510  COUNTRY     -  US
 OQ0510  USGS QUAD   -  RIVERSIDE (2017)
 OQ0510
 OQ0510                         *CURRENT SURVEY CONTROL
 OQ0510  ______________________________________________________________________
 OQ0510* NAD 83(1996) POSITION- 43 42 52.13491(N) 097 59 38.77115(W)   ADJUSTED
 OQ0510* NAVD 88 ORTHO HEIGHT -   394.882 (meters)     1295.54  (feet) ADJUSTED
 OQ0510  ______________________________________________________________________
 OQ0510  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 OQ0510  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 OQ0510  DYNAMIC HEIGHT  -        394.785 (meters)     1295.22  (feet) COMP
 OQ0510  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 OQ0510
 OQ0510  HORZ ORDER      -  SECOND
 OQ0510  VERT ORDER      -  FIRST     CLASS II
 OQ0510
 OQ0510.The horizontal coordinates were established by classical geodetic methods
 OQ0510.and adjusted by the National Geodetic Survey in January 1998.
 OQ0510
 OQ0510.The orthometric height was determined by differential leveling and
 OQ0510.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0510.in June 1991.
 OQ0510
 OQ0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0510.GEOID18 height accuracy estimate available here.
 OQ0510
 OQ0510.Click photographs - Photos may exist for this station.
 OQ0510
 OQ0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0510
 OQ0510.The dynamic height is computed by dividing the NAVD 88
 OQ0510.geopotential number by the normal gravity value computed on the
 OQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0510.degrees latitude (g = 980.6199 gals.).
 OQ0510
 OQ0510.The modeled gravity was interpolated from observed gravity values.
 OQ0510
 OQ0510. The following values were computed from the NAD 83(1996) position.
 OQ0510
 OQ0510;                    North         East     Units Scale Factor Converg.
 OQ0510;SPC SD S     -   156,088.169   788,475.932   MT  0.99990827   +1 36 49.4
 OQ0510;SPC SD S     -   512,099.27  2,586,858.12   sFT  0.99990827   +1 36 49.4
 OQ0510;UTM  14      - 4,840,653.363   581,032.819   MT  0.99968076   +0 41 42.6
 OQ0510
 OQ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0510!SPC SD S     -   0.99994218  x   0.99990827  =   0.99985046
 OQ0510!UTM  14      -   0.99994218  x   0.99968076  =   0.99962296
 OQ0510
 OQ0510:                Primary Azimuth Mark                     Grid Az
 OQ0510:SPC SD S     -  JAMES                                    073 08 23.8
 OQ0510:UTM  14      -  JAMES                                    074 03 30.6
 OQ0510
 OQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8103240653(NAD 83)
 OQ0510
 OQ0510|---------------------------------------------------------------------|
 OQ0510| PID    Reference Object                     Distance      Geod. Az  |
 OQ0510|                                                           dddmmss.s |
 OQ0510| OQ0507 JAMES                               APPROX. 3.3 KM 0744513.2 |
 OQ0510| CO3159 GOLF RM                               2.419 METERS 08827     |
 OQ0510|---------------------------------------------------------------------|
 OQ0510
 OQ0510                          SUPERSEDED SURVEY CONTROL
 OQ0510
 OQ0510  NAD 83(1995)-  43 42 52.14990(N)    097 59 38.74991(W) AD(       ) 2
 OQ0510  NAD 83(1986)-  43 42 52.15536(N)    097 59 38.75058(W) AD(       ) 2
 OQ0510  NAD 27      -  43 42 52.21400(N)    097 59 37.47500(W) AD(       ) 2
 OQ0510  NGVD 29 (??/??/92)  394.588  (m)         1294.58   (f) ADJ UNCH    1 2
 OQ0510  NGVD 29             394.59   (m)         1294.6    (f) LEVELING    3  
 OQ0510
 OQ0510.Superseded values are not recommended for survey control.
 OQ0510
 OQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0510.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0510
 OQ0510_MARKER: DS = TRIANGULATION STATION DISK
 OQ0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0510_STAMPING: GOLF 1924
 OQ0510_MARK LOGO: CGS
 OQ0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0510
 OQ0510  HISTORY     - Date     Condition        Report By
 OQ0510  HISTORY     - 1924     MONUMENTED       CGS
 OQ0510  HISTORY     - 1924     GOOD             CGS
 OQ0510  HISTORY     - 1934     GOOD             SDGS
 OQ0510  HISTORY     - 1935     GOOD             CGS
 OQ0510  HISTORY     - 1951     GOOD             CGS
 OQ0510  HISTORY     - 1964     GOOD             CGS
 OQ0510  HISTORY     - 1971     GOOD             USGS
 OQ0510  HISTORY     - 19850718 GOOD             NGS
 OQ0510
 OQ0510                          STATION DESCRIPTION
 OQ0510
 OQ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0510'THIS STATION IS ABOUT 1-5/8 MILES E OF MITCHELL RAILROAD STATION
 OQ0510'ON THE RIGHT-OF-WAY OF THE CHICAGO ST. PAUL MINNEAPOLIS AND
 OQ0510'OMAHA RAILWAY.  IT IS AT THE POINT INTERSECTION OF THE SECOND
 OQ0510'CURVE OF THE RAILROAD E OF MITCHELL, ABOUT 90 YARDS E OF
 OQ0510'CULVERT NO. P-277.  THE STATION IS ABOUT 40 FEET N OF THE N
 OQ0510'RAIL AND ABOUT 10 FEET ABOVE THE TRACK LEVEL.
 OQ0510'
 OQ0510'STATION MARK IS A BRASS CAP ON 4-INCH PIPE SET 4 FEET IN GROUND.
 OQ0510'
 OQ0510'THE REFERENCE MARK IS A STANDARD BRASS DISK SET IN A BOULDER
 OQ0510'ABOUT 8 FEET, E OF STATION.
 OQ0510'
 OQ0510'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 OQ0510
 OQ0510                          STATION RECOVERY (1924)
 OQ0510
 OQ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OQ0510'1.6 MI E FROM MITCHELL.
 OQ0510'ABOUT 1-5/8 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0510'AND OMAHA RAILWAY FROM MITCHELL, DAVISON COUNTY, AT THE POINT
 OQ0510'OF INTERSECTION OF THE SECOND CURVE EAST OF THE TOWN, ABOUT 90
 OQ0510'YARDS EAST OF CULVERT P 277, 40 FEET NORTH OF THE CENTER LINE
 OQ0510'OF THE TRACK AND 10 FEET HIGHER THAN THE RAIL.  A STANDARD
 OQ0510'TRIANGULATION-STATION CAP, STAMPED GOLF 1924 AND FASTENED ON
 OQ0510'THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- THE CHICAGO, ST. PAUL,
 OQ0510'MINNEAPOLIS AND OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0510
 OQ0510                          STATION RECOVERY (1934)
 OQ0510
 OQ0510'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 OQ0510'ORIGINAL DESCRIPTION STILL HOLDS.  THE STATION IS VERY EASY
 OQ0510'TO FIND AND NEEDS NO FURTHER DESCRIPTION.
 OQ0510
 OQ0510                          STATION RECOVERY (1935)
 OQ0510
 OQ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0510'RECOVERED IN GOOD CONDITION.
 OQ0510
 OQ0510                          STATION RECOVERY (1951)
 OQ0510
 OQ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OQ0510'STATION MARK AND REFERENCE MARK RECOVERED AND FOUND TO BE IN
 OQ0510'GOOD CONDITION, AND ADEQUATELY DESCRIBED.
 OQ0510
 OQ0510                          STATION RECOVERY (1964)
 OQ0510
 OQ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 OQ0510'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED IN GOOD
 OQ0510'CONDITION.
 OQ0510
 OQ0510                          STATION RECOVERY (1971)
 OQ0510
 OQ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLW)
 OQ0510'STA. AND REFERENCE MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 OQ0510'
 OQ0510'DISTANCE TO REF. MARK MISSED -0.08 FT.
 OQ0510'
 OQ0510'NO ANGLES TURNED TO REF. MK.
 OQ0510'
 OQ0510'THE OLD DESCRIPTION IS ADEQUATE.
 OQ0510
 OQ0510                          STATION RECOVERY (1985)
 OQ0510
 OQ0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OQ0510'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 OQ0510'REFERENCE MARK 2 WAS ESTABLISHED AT THIS TIME AND MITCHELL BURR ST
 OQ0510'WATER TANK WILL SUFFICE FOR THE AZIMUTH MARK.  THE ROUTE TO THE
 OQ0510'STATION HAS CHANGED AND NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS
 OQ0510'LOCATED ABOUT 2 KM (1.25 MI) EAST OF MITCHELL, 1.1 KM (0.70 MI) EAST
 OQ0510'OF ABANDONED RAILROAD CROSSING OF NORTH FOSTER STREET IN EAST
 OQ0510'MITCHELL, ALONG THE NORTH SIDE OF THE ABANDONED RAILROAD, AT THE TOP
 OQ0510'OF A CUT BANK.  TO REACH THE STATION FROM THE RAILROAD CROSSING OF
 OQ0510'NORTH FOSTER STREET, WHICH IS JUST SOUTHEAST OF A LARGE 3 M (9.8 FT)
 OQ0510'COMPANY COMPLEX IN EAST MITCHELL, PACK EAST ALONG OLD RAILROAD FOR 1.1
 OQ0510'KM (0.70 MI) TO THE STATION ON THE LEFT.  THE STATION IS A CGS CAP
 OQ0510'RIVETED TO THE TOP OF A 10 CM (4 INCH) PIPE STAMPED GOLF 1924 AND
 OQ0510'PROJECTS 15 CM (6 INCHES) .  LOCATED 3.0 METERS (9.8 FT) N FROM THE
 OQ0510'TOP EDGE OF A CUT.  1.6 METERS (5.2 FT) S FROM A FENCE.  0.3 METER
 OQ0510'(1.0 FT) E FROM A WITNESS POST.  REFERENCE MARK NO.  1 IS A CGS DISK
 OQ0510'STAMPED GOLF 1924 SET INTO A PARTIALLY EXPOSED BOULDER 2 FEET, (0.6 M)
 OQ0510'0.6 METERS (2.0 FT) LARGEST DIMENSION.  THE BOULDER PROJECTS 0.45 M
 OQ0510'(1.48 FT).  LOCATED 4.0 METERS (13.1 FT) N FROM THE TOP EDGE OF CUT.
 OQ0510'2.8 METERS (9.2 FT) ENE FROM A WITNESS POST.  0.6 METER (2.0 FT) S
 OQ0510'FROM A FENCE, AND 0.75 FEET, 0.23 METERS HIGHER THAN THE STATION.
 OQ0510'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED GOLF 1924 NO 2 1985
 OQ0510'SET INTO THE TOP OF A METAL PIPE 1 INCH 2.5 CM) IN DIAMETER PROJECTING
 OQ0510'4 INCHES (10 CM ABOVE THE GROUND.  LOCATED 4.3 METERS (14.1 FT) N FROM
 OQ0510'THE TOP OF CUT.  5.9 METERS (19.4 FT) NW FROM A WITNESS POST.  0.3
 OQ0510'METER (1.0 FT) S FROM A FENCE, AND 0.14 FEET, 0.04 METERS, HIGHER THAN
 OQ0510'THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0926 ***********************************************************************
 PR0926  DESIGNATION -  GOOD HOPE CHURCH SPIRE
 PR0926  PID         -  PR0926
 PR0926  STATE/COUNTY-  SD/CLARK
 PR0926  COUNTRY     -  US
 PR0926  USGS QUAD   -  WILLOW LAKE (2017)
 PR0926
 PR0926                         *CURRENT SURVEY CONTROL
 PR0926  ______________________________________________________________________
 PR0926* NAD 83(1996) POSITION- 44 44 48.43875(N) 097 38 14.05684(W)   ADJUSTED
 PR0926  ______________________________________________________________________
 PR0926  GEOID HEIGHT    -        -24.639 (meters)                     GEOID18
 PR0926  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 PR0926  HORZ ORDER      -  THIRD
 PR0926
 PR0926.The horizontal coordinates were established by classical geodetic methods
 PR0926.and adjusted by the National Geodetic Survey in January 1998.
 PR0926
 PR0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0926.GEOID18 height accuracy estimate available here.
 PR0926
 PR0926.Click photographs - Photos may exist for this station.
 PR0926
 PR0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0926
 PR0926. The following values were computed from the NAD 83(1996) position.
 PR0926
 PR0926;                    North         East     Units Scale Factor Converg.
 PR0926;SPC SD N     -   104,235.213   787,079.691   MT  0.99995315   +1 40 20.0
 PR0926;SPC SD N     -   341,978.36  2,582,277.29   sFT  0.99995315   +1 40 20.0
 PR0926;UTM  14      - 4,955,725.679   607,878.614   MT  0.99974311   +0 57 34.0
 PR0926
 PR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0787855725(NAD 83)
 PR0926
 PR0926                          SUPERSEDED SURVEY CONTROL
 PR0926
 PR0926  NAD 83(1986)-  44 44 48.43592(N)    097 38 14.04212(W) AD(       ) 3
 PR0926  NAD 27      -  44 44 48.55200(N)    097 38 12.73800(W) AD(       ) 3
 PR0926
 PR0926.Superseded values are not recommended for survey control.
 PR0926
 PR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0926.See file dsdata.pdf to determine how the superseded data were derived.
 PR0926
 PR0926_MARKER: 90 = CHURCH SPIRE
 PR0926
 PR0926  HISTORY     - Date     Condition        Report By
 PR0926  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0926
 PR0926                          STATION DESCRIPTION
 PR0926
 PR0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0926'THIS STATION IS THE BASE OF THE FINIAL ON THE SPIRE OF THE
 PR0926'GOOD HOPE CHURCH.  THE CHURCH IS A WHITE WOODEN BUILDING WITH
 PR0926'A SQUARE WHITE WOODEN TOWER AT THE S CENTER OVER THE ENTRANCE.
 PR0926'THE UPPER PART OF THE TOWER IS A BELFRY WITH A POINTED TOP
 PR0926'LOUVERED WINDOW ON EACH SIDE.  THE TOWER IS SURMOUNTED BY AN
 PR0926'OCTAGONAL SHINGLE COVERED SPIRE WITH AN ORNATE FINIAL AT THE
 PR0926'TIP.  THE BASE OF THE SPIRE IS SQUARE WITH A SMALL TRIANGULAR
 PR0926'SHAPED DORMER ON EACH SIDE.  THE SPIRE IS ABOUT 70 FEET HIGH AND IS
 PR0926'VERY PROMINENT.
 PR0926'
 PR0926'THE CHURCH IS ABOUT 10-1/2 MILES SE OF CLARK, ABOUT 6 MILES
 PR0926'WSW OF NAPLES, AND ABOUT 8 MILES N OF WILLOW LAKE, ABOUT 75
 PR0926'FEET N OF S. DAK. 25 AND ABOUT 600 FEET W OF RIGHT ANGLE
 PR0926'TURN TO S ON S. DAK. 25.  THERE IS A CEMETERY ON THE N SIDE
 PR0926'OF THE CHURCH.
 PR0926'
 PR0926'THE STATION WAS OBSERVED FROM HENRY, NAPLES, DARLINGTON, AND
 PR0926'CLARK MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1010 ***********************************************************************
 PR1010  DESIGNATION -  GOODWIN RESET
 PR1010  PID         -  PR1010
 PR1010  STATE/COUNTY-  SD/DEUEL
 PR1010  COUNTRY     -  US
 PR1010  USGS QUAD   -  GOODWIN (2017)
 PR1010
 PR1010                         *CURRENT SURVEY CONTROL
 PR1010  ______________________________________________________________________
 PR1010* NAD 83(1996) POSITION- 44 54 05.04351(N) 096 51 07.12929(W)   ADJUSTED
 PR1010* NAD 83(1996) ELLIP HT-   584.977 (meters)        (06/15/04)   ADJUSTED
 PR1010* NAVD 88 ORTHO HEIGHT -   610.2   (meters)     2002.    (feet) GPS OBS
 PR1010  ______________________________________________________________________
 PR1010  NAVD 88 orthometric height was determined with an earlier geoid model
 PR1010  GEOID HEIGHT    -        -25.233 (meters)                     GEOID18
 PR1010  NAD 83(1996) X  -   -539,943.140 (meters)                     COMP
 PR1010  NAD 83(1996) Y  - -4,493,422.275 (meters)                     COMP
 PR1010  NAD 83(1996) Z  -  4,480,006.630 (meters)                     COMP
 PR1010  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 PR1010  HORZ ORDER      -  FIRST
 PR1010  ELLP ORDER      -  FOURTH    CLASS I
 PR1010
 PR1010.The horizontal coordinates were established by classical geodetic methods
 PR1010.and adjusted by the National Geodetic Survey in June 2004.
 PR1010
 PR1010.The orthometric height was determined by GPS observations and a
 PR1010.high-resolution geoid model.
 PR1010
 PR1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1010.GEOID18 height accuracy estimate available here.
 PR1010
 PR1010.Click photographs - Photos may exist for this station.
 PR1010
 PR1010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1010
 PR1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1010
 PR1010.The ellipsoidal height was determined by GPS observations
 PR1010.and is referenced to NAD 83.
 PR1010
 PR1010. The following values were computed from the NAD 83(1996) position.
 PR1010
 PR1010;                    North         East     Units Scale Factor Converg.
 PR1010;SPC SD N     -   123,519.203   848,559.778   MT  0.99994251   +2 13 40.7
 PR1010;SPC SD N     -   405,245.92  2,783,983.20   sFT  0.99994251   +2 13 40.7
 PR1010;UTM  14      - 4,974,241.881   669,587.108   MT  0.99995366   +1 30 59.8
 PR1010
 PR1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1010!SPC SD N     -   0.99990829  x   0.99994251  =   0.99985081
 PR1010!UTM  14      -   0.99990829  x   0.99995366  =   0.99986195
 PR1010
 PR1010:                Primary Azimuth Mark                     Grid Az
 PR1010:SPC SD N     -  FRANKLIN                                 264 30 28.1
 PR1010:UTM  14      -  FRANKLIN                                 265 13 09.0
 PR1010
 PR1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6958774241(NAD 83)
 PR1010
 PR1010|---------------------------------------------------------------------|
 PR1010| PID    Reference Object                     Distance      Geod. Az  |
 PR1010|                                                           dddmmss.s |
 PR1010| AE3115 GOODWIN RM 2                         61.718 METERS 16110     |
 PR1010| AE5762 GOODWIN AZ MK                                      1724129.8 |
 PR1010| PR1015 KRANZBURG CATH CH SPIRE             APPROX. 5.3 KM 2595319.8 |
 PR1010| PR1016 FRANKLIN                            APPROX. 6.9 KM 2664408.8 |
 PR1010| CO8564 GOODWIN RM 1                         35.244 METERS 35754     |
 PR1010|---------------------------------------------------------------------|
 PR1010
 PR1010                          SUPERSEDED SURVEY CONTROL
 PR1010
 PR1010  NAD 83(1996)-  44 54 05.04327(N)    096 51 07.13275(W) AD(       ) 1
 PR1010  ELLIP H (01/23/98)  584.951  (m)                       GP(       ) 4 1
 PR1010  NAD 83(1986)-  44 54 05.04014(N)    096 51 07.11838(W) AD(       ) 1
 PR1010  NAD 27      -  44 54 05.16600(N)    096 51 05.87600(W) AD(       ) 1
 PR1010  NGVD 29 (01/19/94)  609.7    (m)  GEOID93  model used  GPS OBS        
 PR1010
 PR1010.Superseded values are not recommended for survey control.
 PR1010
 PR1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1010.See file dsdata.pdf to determine how the superseded data were derived.
 PR1010
 PR1010_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1010_STAMPING: GOODWIN 1935 1975
 PR1010_MARK LOGO: NGS
 PR1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1010+STABILITY: SURFACE MOTION
 PR1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1010+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1995
 PR1010
 PR1010  HISTORY     - Date     Condition        Report By
 PR1010  HISTORY     - 1975     MONUMENTED       NGS
 PR1010  HISTORY     - 1975     GOOD             NGS
 PR1010  HISTORY     - 19921024 GOOD             NGS
 PR1010  HISTORY     - 19951028 GOOD             NGS
 PR1010  HISTORY     - 20230920 MARK NOT FOUND   SDDT
 PR1010
 PR1010                          STATION DESCRIPTION
 PR1010
 PR1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PR1010'THE SURFACE STATION MARK AND REFERENCE MARK NO. 3 WERE FOUND IN POOR
 PR1010'CONDITION, THE STATION MARK WAS EXPOSED ABOUT 30-INCHES AND REFERENCE
 PR1010'MARK NO. 3 WAS FOUND IN A SMALL MOUND OF EARTH, THIS WAS DUE TO
 PR1010'REGRADING ALONG THE COUNTY ROAD.  THE UNDERGROUND STATION MARK,
 PR1010'REFERENCE MARKS NO. 2 AND NO. 4, AND THE AZIMUTH MARK WERE FOUND IN
 PR1010'GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE NOT
 PR1010'VISIBLE FROM THE STATION DUE TO TREES ON LINE.  THE POSITION OF THE
 PR1010'SURFACE STATION MARK CHECKED GOOD WITH THE SUB-SURFACE STATION MARK,
 PR1010'THE POSITION WAS HELD AND THE MARKS REMOVED.  A NEW UNDERGROUND
 PR1010'STATION MARK WAS SET 3-1/2 FEET BELOW SURFACE AND A NEW SURFACE
 PR1010'STATION MARK WAS PLUMBED OVER IT AND SET AT 3-INCHES BELOW GROUND
 PR1010'LEVEL.  REFERENCE MARK NO. 5 WAS SET.  REFERENCE MARK NO. 3 WAS
 PR1010'REMOVED.  A NEW AZIMUTH MARK WAS NOT SET AS OTHER STATIONS WERE NOT
 PR1010'VISIBLE AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 PR1010'
 PR1010'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-NORTHEAST OF KRANZBURG,
 PR1010'0.75 MILE NORTH OF U.S. HIGHWAY 212, ALONG THE EAST SIDE OF A COUNTY
 PR1010'ROAD AND DIRECTLY ACROSS THE ROAD FROM THE FARM HOME OF MR. TOM
 PR1010'SPARTZ.
 PR1010'
 PR1010'TO REACH THE STATION FROM KRANZBURG, FROM THE MAIN INTERSECTION, GO
 PR1010'EAST ON U.S. HIGHWAY 212 FOR 3.3 MILES TO A SIDE ROAD LEFT, TURN LEFT
 PR1010'AND GO NORTH ON THE GRAVELED ROAD 0.75 MILE TO THE STATION ON THE
 PR1010'RIGHT AS DESCRIBED.
 PR1010'
 PR1010'THE STATION MARKS ARE STANDARD DISKS STAMPED GOODWIN 1935 1975.
 PR1010'
 PR1010'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 3-1/2
 PR1010'FEET BELOW THE SURFACE.
 PR1010'
 PR1010'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PR1010'3-INCHES BELOW THE SURFACE.  IT IS 181 FEET NORTH OF THE CENTER OF A
 PR1010'FIELD ENTRANCE LEADING EAST, 117 FEET NORTHEAST OF A POWER POLE WITH A
 PR1010'TRANSFORMER, 79 FEET SOUTH-SOUTWEST OF A METAL WITNESS POST, 77 FEET
 PR1010'NORTHEAST OF THE CENTER OF THE FARM DRIVEWAY, 75 FEET SOUTH-SOUTHWEST
 PR1010'OF A TELEPHONE CABLE PEDESTAL, AND 32 FEET EAST OF THE CENTER OF THE
 PR1010'ROAD.
 PR1010'
 PR1010'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GOODWIN NO 2 1935, SET
 PR1010'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 PR1010'IS 96 FEET EAST OF THE CENTER OF THE ROAD, 10 FEET SOUTH OF THE CENTER
 PR1010'OF A FIELD ROAD, AND 10 FEET WEST OF A CORNER FENCE POST.
 PR1010'
 PR1010'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GOODWIN NO 4 1935 1966
 PR1010'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT
 PR1010'IS 60 FEET WEST OF THE CENTER OF THE ROAD, 44 FEET SOUTH OF THE CENTER
 PR1010'OF THE FARM DRIVEWAY, AND 24 FEET WEST OF THE POWER POLE WITH THE
 PR1010'TRANSFORMER.
 PR1010'
 PR1010'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED GOODWIN 1935 NO 5 1975
 PR1010'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 PR1010'IT IS 132 FEET NORTH OF THE EXTENDED LINE OF THE CENTER OF THE FARM
 PR1010'DRIVEWAY, 59 FEET EAST OF THE CENTER OF THE ROAD, 7 FEET EAST OF THE
 PR1010'TELEPHONE PEDESTAL, AND 1.8 FEET SOUTH OF A METAL WITNESS POST.
 PR1010'
 PR1010'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOODWIN 1935, SET IN THE
 PR1010'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 50 FEET NORTH
 PR1010'OF THE CENTER OF U.S. HIGHWAY 212, 26 FEET EAST OF THE EXTENDED LINE
 PR1010'OF THE CENTER OF THE ROAD LEADING SOUTH, AND 6 FEET WEST OF A
 PR1010'TELEPHONE CABLE PEDESTAL.
 PR1010'
 PR1010'TO REACH THE AZIMUTH MARK, FROM THE STATION GO SOUTH ON THE COUNTY
 PR1010'ROAD 0.75 MILE TO U.S. HIGHWAY 212, TURN LEFT AND GO EAST 0.1 MILE TO
 PR1010'THE SIDE ROAD RIGHT LEADING SOUTH TO GOODWIN AND THE AZIMUTH MARK ON
 PR1010'THE LEFT AS DESCRIBED.
 PR1010'
 PR1010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES
 PR1010'EAST-NORTHEAST OF KRANZBURG.
 PR1010
 PR1010                          STATION RECOVERY (1975)
 PR1010
 PR1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PR1010'RECOVERED IN GOOD CONDITION.
 PR1010
 PR1010                          STATION RECOVERY (1992)
 PR1010
 PR1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR1010'NEW TO REACH FOLLOWS.
 PR1010'FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND US HIGHWAY 212 PROCEED
 PR1010'EAST ON HIGHWAY 212 10.0 MI (16.09 KM) TO ROADSIDE PARK ON SOUTHSIDE
 PR1010'OF HIGHWAY THEN 0.5 MI (0.80 KM) TO COUNTY ROAD LEADING NORTH.  TURN
 PR1010'LEFT ON COUNTY ROAD FOR 0.75 MI (1.21 KM) AND STATION AS DESCRIBED.
 PR1010'DESCRIPTION BY CLN IN 1975 IS GOOD.  ONLY CHANGE IS POWER POLE WITH
 PR1010'TRANSFORMER IS GONE.  OTHER REFERENCES ARE GOOD.  NOTE STATION IS AT
 PR1010'BOTTOM OF DRAINAGE ABOUT 0.1 FT (0.03 M) BELOW SURFACE.
 PR1010
 PR1010                          STATION RECOVERY (1995)
 PR1010
 PR1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1010'16.1 KM (10.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PR1010'OF U.S. HIGHWAY 29 IN WATERTOWN, THENCE 1.2 KM (0.75 MI) NORTHERLY
 PR1010'ALONG A PAVED ROAD, 62.3 M (204.4 FT) NORTH OF THE CENTER OF A FIELD
 PR1010'ENTRANCE, 22.3 M (73.2 FT) SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX,
 PR1010'17.8 M (58.4 FT) NORTHEAST OF A MAIL BOX, 9.8 M (32.2 FT) EAST OF THE
 PR1010'ROAD CENTER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD, ACROSS THE
 PR1010'ROAD FROM A HOUSE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW
 PR1010'THE GROUND SURFACE.
 PR1010
 PR1010                          STATION RECOVERY (2023)
 PR1010
 PR1010'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 PR1010'NO SURFACE EVIDENCE LEFT OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0864 ***********************************************************************
 OR0864  DESIGNATION -  GOOSE
 OR0864  PID         -  OR0864
 OR0864  STATE/COUNTY-  SD/BRULE
 OR0864  COUNTRY     -  US
 OR0864  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0864
 OR0864                         *CURRENT SURVEY CONTROL
 OR0864  ______________________________________________________________________
 OR0864* NAD 83(1996) POSITION- 43 54 03.71933(N) 099 16 54.17245(W)   ADJUSTED
 OR0864* NAVD 88 ORTHO HEIGHT -   548.2   (meters)     1799.    (feet) VERTCON3
 OR0864  ______________________________________________________________________
 OR0864  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 OR0864  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 OR0864  HORZ ORDER      -  FIRST
 OR0864
 OR0864.The horizontal coordinates were established by classical geodetic methods
 OR0864.and adjusted by the National Geodetic Survey in January 1998.
 OR0864
 OR0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0864
 OR0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0864.GEOID18 height accuracy estimate available here.
 OR0864
 OR0864.Click photographs - Photos may exist for this station.
 OR0864
 OR0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0864
 OR0864. The following values were computed from the NAD 83(1996) position.
 OR0864
 OR0864;                    North         East     Units Scale Factor Converg.
 OR0864;SPC SD S     -   174,694.240   684,477.315   MT  0.99991901   +0 43 31.7
 OR0864;SPC SD S     -   573,142.69  2,245,655.99   sFT  0.99991901   +0 43 31.7
 OR0864;UTM  14      - 4,860,919.473   477,376.272   MT  0.99960630   -0 11 43.2
 OR0864
 OR0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0864!SPC SD S     -   0.99991802  x   0.99991901  =   0.99983703
 OR0864!UTM  14      -   0.99991802  x   0.99960630  =   0.99952435
 OR0864
 OR0864:                Primary Azimuth Mark                     Grid Az
 OR0864:SPC SD S     -  CHAMBERLAIN MUNICIPAL TANK               197 42 54.7
 OR0864:UTM  14      -  CHAMBERLAIN MUNICIPAL TANK               198 38 09.6
 OR0864
 OR0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7737660919(NAD 83)
 OR0864
 OR0864|---------------------------------------------------------------------|
 OR0864| PID    Reference Object                     Distance      Geod. Az  |
 OR0864|                                                           dddmmss.s |
 OR0864| CO3160 GOOSE AZ MK                                        0690422.0 |
 OR0864| CO3162 GOOSE RM 1                           23.150 METERS 18628     |
 OR0864| OR0866 CHAMBERLAIN MUNICIPAL TANK          APPROX.10.9 KM 1982626.4 |
 OR0864| CO3161 GOOSE RM                             79.418 METERS 27233     |
 OR0864|---------------------------------------------------------------------|
 OR0864
 OR0864                          SUPERSEDED SURVEY CONTROL
 OR0864
 OR0864  NAD 83(1986)-  43 54 03.71839(N)    099 16 54.17930(W) AD(       ) 1
 OR0864  NAD 27      -  43 54 03.74300(N)    099 16 52.82100(W) AD(       ) 1
 OR0864  NGVD 29 (07/19/86)  547.9    (m)         1798.     (f) VERT ANG       
 OR0864
 OR0864.Superseded values are not recommended for survey control.
 OR0864
 OR0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0864.See file dsdata.pdf to determine how the superseded data were derived.
 OR0864
 OR0864_MARKER: DS = TRIANGULATION STATION DISK
 OR0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0864_STAMPING: GOOSE 1924
 OR0864_MARK LOGO: CGS
 OR0864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0864+STABILITY: SURFACE MOTION
 OR0864
 OR0864  HISTORY     - Date     Condition        Report By
 OR0864  HISTORY     - 1924     MONUMENTED       CGS
 OR0864  HISTORY     - 1935     GOOD             CGS
 OR0864  HISTORY     - 1948     GOOD             CGS
 OR0864  HISTORY     - 1962     GOOD             CGS
 OR0864  HISTORY     - 1966     GOOD             CGS
 OR0864  HISTORY     - 1974     GOOD             USGS
 OR0864  HISTORY     - 19820908 GOOD             NGS
 OR0864
 OR0864                          STATION DESCRIPTION
 OR0864
 OR0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0864'STATION IS LOCATED ABOUT 1-1/4 MILES S AND 1/4 MILE E OF GROSSE
 OR0864'POST OFFICE--1/4 MILE S OF THE CHAMBERLAIN-GROSSE POST OFFICE
 OR0864'RIDGE ROAD NEAR THE CENTER OF THE NW 1/4 OF SEC. 18, T 105 N,
 OR0864'R 70 W, IN THE N SIDE OF A PASTURE ABOUT 15 FEET S OF AN E AND
 OR0864'W FENCE, ON THE HIGHEST POINT OF A RIDGE ON LAND OWNED AND
 OR0864'OCCUPIED BY R. DUSSEAN.  A TRUCK CAN BE DRIVEN TO THE STATION.
 OR0864'
 OR0864'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0864'DISKS SET IN CONCRETE AS DESCRIBED.
 OR0864'
 OR0864'REFERENCE MARK IS ABOUT 79 METERS W OF STATION AND IS JUST S
 OR0864'OF E AND W FENCE LINE THAT PASSES BY THE STATION.
 OR0864'
 OR0864'TO REACH STATION GO IN BY MR. DUSSEANS HOUSE AND OUT ALONG
 OR0864'S SIDE OF FENCE LEADING W.
 OR0864'
 OR0864'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.30 METERS.
 OR0864
 OR0864                          STATION RECOVERY (1935)
 OR0864
 OR0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0864'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 OR0864'ORIGINAL DESCRIPTION IS STILL CORRECT EXCEPT FOR TWO ITEMS--R.
 OR0864'DUSSEAN SHOULD BE CHANGED TO R. DUSSEAU.  GROSSE POST OFFICE
 OR0864'NO LONGER EXISTS.  REFERENCE MARK WAS FOUND TO BE AS DESCRIBED.
 OR0864
 OR0864                          STATION RECOVERY (1948)
 OR0864
 OR0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0864'THE STATION WAS RECOVERED AS DESCRIBED BY L.B.O. IN 1947 AND
 OR0864'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1924 DISTANCE AND
 OR0864'DIRECTION TO R.M. 1924 WERE CHECKED AND FOUND TO BE CORRECT.
 OR0864'TWO NEW MARKS WERE SET, R.M. NO. 1 AND AN AZIMUTH MARK.  THE
 OR0864'ROADS HAVE CHANGED CONSIDERABLY SINCE 1924, AND THE GROSSE
 OR0864'POST OFFICE NO LONGER EXISTS.  A COMPLETE NEW DESCRIPTION
 OR0864'FOLLOWS.
 OR0864'
 OR0864'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF CHAMBERLAIN,
 OR0864'ABOUT 2 MILES EAST OF STATE HIGHWAY 47, ON PROPERTY OWNED
 OR0864'BY MR. HENRY SAMPSON.  IT IS ABOUT 0.25 MILE WEST OF MR. SAMPSONS
 OR0864'HOUSE, AND IS 15 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE
 OR0864'DISK IS STAMPED GOOSE 1924 AND IS SET FLUSH.
 OR0864'
 OR0864'REFERENCE MARK NO. 1 IS 75.95 FEET SOUTH OF THE STATION.  THE
 OR0864'DISK IS STAMPED GOOSE NO 1 1948 AND PROJECTS 6 INCHES.
 OR0864'
 OR0864'REFERENCE MARK 1924 IS 260.56 FEET WEST OF THE STATION AND
 OR0864'1 FOOT SOUTH OF THE FENCE LINE.  THE DISK IS STAMPED GOOSE
 OR0864'1924 AND IS SET FLUSH.
 OR0864'
 OR0864'THE AZIMUTH MARK IS ABOUT 0.7 MILE NORTHEAST OF THE STATION,
 OR0864'29 FEET NORTH OF AN EAST-WEST DIRT ROAD, AND 6 INCHES SOUTH
 OR0864'OF A FENCE LINE.  THE DISK IS STAMPED GOOSE 1948 AND PROJECTS
 OR0864'6 INCHES.
 OR0864'
 OR0864'TO REACH THE STATION FROM THE DEPOT IN CHAMBERLAIN, GO NORTH
 OR0864'ON STATE HIGHWAY 47 FOR 8.75 MILES TO A SIDE ROAD RIGHT.  TURN
 OR0864'SHARP RIGHT AND GO SOUTH AND THEN WEST FOR 1.2 MILES TO A
 OR0864'CROSS ROAD.  TURN RIGHT AND GO 1.0 MILE.  HERE TURN LEFT AND
 OR0864'GO 0.5 MILE TO A SIDE ROAD RIGHT.  (FROM HERE THE AZIMUTH MARK IS
 OR0864'0.4 MILE STRAIGHT AHEAD (EAST).  HERE TURN RIGHT AND GO 0.2
 OR0864'MILE TO A FARM HOUSE.  TURN RIGHT, AROUND THE SOUTH SIDE OF THE
 OR0864'HOUSE, AND GO WEST FOR 0.05 MILE TO A GATE.  PASS THRU THE
 OR0864'GATE, TURN LEFT AND GO 0.05 MILE TO ANOTHER GATE.  PASS THRU
 OR0864'THE GATE, TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF THE
 OR0864'FENCE FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 OR0864'
 OR0864'HEIGHT OF STAND- 4 FEET.
 OR0864'
 OR0864'HEIGHT OF TOWER- 64 FEET.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT PRITCHARD (MO.RC) 1924 IS VISIBLE FROM THE
 OR0864'GROUND.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT TAFT 1924 IS VISIBLE FROM THE GROUND.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT FORT LOOKOUT (MO.RC) 1924 IS VISIBLE FROM
 OR0864'THE GROUND.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT BOTTON IS VISIBLE AT 10 FEET.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT MEDICINE 1924 IS VISIBLE FROM THE GROUND.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT BADGER (USGS) IS VISIBLE FROM THE GROUND.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT BLUFF (MO.RC) IS VISIBLE AT 10 FEET.
 OR0864'
 OR0864'A 37 FOOT SIGNAL AT THOMPSON IS VISIBLE AT 10 FEET.
 OR0864'
 OR0864'A 37 FOOT SIGNAL AT WOLF CREEK (MO.RC) IS VISIBLE AT 37 FEET.
 OR0864'
 OR0864'A 4 FOOT SIGNAL AT CROW IS VISIBLE FROM THE GROUND.
 OR0864'
 OR0864'A 37 FOOT SIGNAL AT KROTZ 1924 IS VISIBLE AT 10 FEET.
 OR0864
 OR0864                          STATION RECOVERY (1962)
 OR0864
 OR0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 OR0864'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 OR0864'GOOD CONDITION.  A NEW TO REACH FOLLOWS--
 OR0864'
 OR0864'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERLAIN,
 OR0864'GO WEST FOR ONE BLOCK TO STATE HIGHWAY NO. 47.  TURN RIGHT
 OR0864'AND GO NORTH ON STATE HIGHWAY NO. 47 FOR 8.05 MILES TO A
 OR0864'CROSSROADS.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.45 MILE
 OR0864'TO A CROSSROADS.  TURN RIGHT AND GO SOUTH ON A GRADED
 OR0864'ROAD FOR 1.0 MILE TO A POINT WHERE THE ROAD TURNS LEFT.
 OR0864'TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.45 MILE TO A
 OR0864'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A TRACK ROAD
 OR0864'FOR 0.15 MILE TO A GATE IN AN EAST-WEST FENCE LINE.  PASS
 OR0864'THROUGH THE GATE AND CONTINUE SOUTH ON A TRACK ROAD FOR
 OR0864'0.1 MILE TO A HOUSE ON THE RIGHT AND A GATE IN AN
 OR0864'EAST-WEST FENCE LINE.  PASS THROUGH THE GATE, TURN RIGHT AND
 OR0864'GO WEST ON A SECTION LINE ROAD FOR 0.25 MILE AND THE STATION AS
 OR0864'DESCRIBED.
 OR0864
 OR0864                          STATION RECOVERY (1966)
 OR0864
 OR0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OR0864'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 OR0864'1924 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 OR0864'MARK HAS BEEN DESTROYED.
 OR0864'
 OR0864'THE 1962 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 OR0864'
 OR0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.0 MILES
 OR0864'NORTHEAST OF CHAMBERLAIN, 1.5 MILES EAST OF STATE HIGHWAY 47.
 OR0864
 OR0864                          STATION RECOVERY (1974)
 OR0864
 OR0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 OR0864'SURFACE MARK, R.M. 1924, R.M. 1 WERE RECOVERED IN GOOD CONDITION.
 OR0864'
 OR0864'A THROUGH SEARCH FOR THE AZIMUTH MARK WAS CONDUCTED WITH NEGATIVE
 OR0864'RESULTS.
 OR0864
 OR0864                          STATION RECOVERY (1982)
 OR0864
 OR0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0864'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 OR0864'THE AZIMUTH MARK WAS NOT RECOVERED AND APPEARS TO HAVE BEEN DESTROYED
 OR0864'BY ROAD CONSTRUCTION.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARK
 OR0864'CHECKED WITHIN THE ALLOWABLE.  A NEW AZ MK 2 WAS ESTABLISHED.  NEW
 OR0864'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 9.7 KM (6.00
 OR0864'MI) NORTH NORTHEAST OF CHAMBERLAIN AND ABOUT 1.2 KM (0.75 MI) EAST OF
 OR0864'HIGHWAY 50, IN PASTURE LAND OWNED BY MR. BOYD KING, WHO LIVES ABOUT
 OR0864'1.2 KM (0.75 MI) SOUTHEAST OF THE STATION.  TO REACH THE STATION FROM
 OR0864'THE JUNCTION OF HIGHWAY 50 AND INTERSECTION 90 BUSINESS LOOP IN DOWN
 OR0864'TOWN CHAMBERLAIN, GO NORTH ON HIGHWAY 50 FOR 0.7 KM (0.45 MI) TO A
 OR0864'BRIDGE.  CONTINUE NORTH ON HIGHWAY 50 FOR 8.2 KM (5.10 MI) TO A
 OR0864'BRIDGE.  CONTINUE NORTH ON THE HIGHWAY FOR 5.3 KM (3.30 MI) TO A
 OR0864'GRAVELED CROSSROAD.  TURN RIGHT AND FOLLOW GRAVELED ROAD EAST FOR 0.8
 OR0864'KM (0.50 MI) TO A CROSSROAD.  TURN RIGHT AND FOLLOW GRADED ROAD SOUTH
 OR0864'FOR 1.6 KM (1.00 MI) TO THE AZIMUTH MARK AND A SIDE ROAD LEFT.  TURN
 OR0864'LEFT AND GO EAST ON GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO A TRACK ROAD
 OR0864'RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD SOUTH FOR 0.3 KM (0.20 MI) TO
 OR0864'A BARN ON THE LEFT.  GO SOUTHWEST 0.1 KM (0.05 MI) TO A LANE.  FOLLOW
 OR0864'LANE WEST 0.3 KM (0.20 MI) TO THE STATION.  THE STATION IS A STANDARD
 OR0864'CGS DISK STAMPED GOOSE 1924 SET INTO THE TOP OF A SQUARE CONCRETE
 OR0864'MONUMENT 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND.  LOCATED
 OR0864'ABOUT 75 M (246.1 FT) WEST OF THE NORTHWEST CORNER OF A TREE SHELTER
 OR0864'BELT.  LOCATED 5.8 METERS (19.0 FT) S FROM A FENCE.  0.35 METER (1.15
 OR0864'FT) W FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD
 OR0864'CGS DISK STAMPED GOOSE NO 1 1924 SET INTO THE TOP OF A SQUARE CONCRETE
 OR0864'MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE
 OR0864'THE GROUND. LOCATED 28.9 METERS (94.8 FT) S FROM A FENCE. 0.30 METER
 OR0864'(0.98 FT) W FROM A METAL WITNESS POST. THE 1924 REFERENCE MARK IS A
 OR0864'STANDARD CGS DISK STAMPED GOOSE 1924 SET INTO THE TOP OF A SQUARE
 OR0864'CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND.
 OR0864'LOCATED 1.75 METER (5.74 FT) S FROM A FENCE.  0.37 METER (1.21 FT) E
 OR0864'FROM A METAL WITNESS POST AND 0.3 METERS (1.0 FT) LOWER THAN THE
 OR0864'STATION. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED GOOSE 1924
 OR0864'NO 2 1982 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25
 OR0864'CM) IN DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.
 OR0864'UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK STAMPED GOOSE 1924 NO
 OR0864'2 1982 SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1 M
 OR0864'(3.3 FT) BELOW THE SURFACE.  LOCATED 8.9 METERS (29.2 FT) S FROM THE
 OR0864'CENTER OF THE ROAD.  5.2 METER (17.1 FT) E FROM THE CENTER OF A GATE.
 OR0864'0.5 METER (1.6 FT) N FROM A FENCE.  0.31 METER (1.02 FT) W FROM A
 OR0864'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0788 ***********************************************************************
 QS0788  DESIGNATION -  GOOSE
 QS0788  PID         -  QS0788
 QS0788  STATE/COUNTY-  SD/DEWEY
 QS0788  COUNTRY     -  US
 QS0788  USGS QUAD   -  RIDGEVIEW NW (2017)
 QS0788
 QS0788                         *CURRENT SURVEY CONTROL
 QS0788  ______________________________________________________________________
 QS0788* NAD 83(1996) POSITION- 45 07 59.74203(N) 100 57 18.43155(W)   ADJUSTED
 QS0788* NAVD 88 ORTHO HEIGHT -   688.    (meters)     2257.    (feet) VERTCON3
 QS0788  ______________________________________________________________________
 QS0788  GEOID HEIGHT    -        -21.676 (meters)                     GEOID18
 QS0788  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 QS0788  HORZ ORDER      -  FIRST
 QS0788
 QS0788.The horizontal coordinates were established by classical geodetic methods
 QS0788.and adjusted by the National Geodetic Survey in January 1998.
 QS0788
 QS0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0788
 QS0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0788.GEOID18 height accuracy estimate available here.
 QS0788
 QS0788.Click photographs - Photos may exist for this station.
 QS0788
 QS0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0788
 QS0788. The following values were computed from the NAD 83(1996) position.
 QS0788
 QS0788;                    North         East     Units Scale Factor Converg.
 QS0788;SPC SD N     -   144,894.714   524,872.834   MT  0.99994013   -0 40 33.5
 QS0788;SPC SD N     -   475,375.41  1,722,020.29   sFT  0.99994013   -0 40 33.5
 QS0788;UTM  14      - 4,999,613.656   346,264.356   MT  0.99989061   -1 23 09.5
 QS0788
 QS0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0788!SPC SD N     -   0.99989547  x   0.99994013  =   0.99983561
 QS0788!UTM  14      -   0.99989547  x   0.99989061  =   0.99978609
 QS0788
 QS0788:                Primary Azimuth Mark                     Grid Az
 QS0788:SPC SD N     -  GOOSE AZ MK                              141 06 35.4
 QS0788:UTM  14      -  GOOSE AZ MK                              141 49 11.4
 QS0788
 QS0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4626499613(NAD 83)
 QS0788
 QS0788|---------------------------------------------------------------------|
 QS0788| PID    Reference Object                     Distance      Geod. Az  |
 QS0788|                                                           dddmmss.s |
 QS0788| CO5067 GOOSE RM 1                           49.213 METERS 06920     |
 QS0788| QS0784 RIDGEVIEW BAGLEY ELEV S GAB         APPROX.13.3 KM 1125909.9 |
 QS0788| CO5066 GOOSE AZ MK                                        1402601.9 |
 QS0788| CO5068 GOOSE RM 2                           46.308 METERS 15659     |
 QS0788|---------------------------------------------------------------------|
 QS0788
 QS0788                          SUPERSEDED SURVEY CONTROL
 QS0788
 QS0788  NAD 83(1986)-  45 07 59.73456(N)    100 57 18.43122(W) AD(       ) 1
 QS0788  NAD 27      -  45 07 59.80600(N)    100 57 16.91100(W) AD(       ) 1
 QS0788  NGVD 29 (07/19/86)  688.     (m)         2257.     (f) VERT ANG       
 QS0788
 QS0788.Superseded values are not recommended for survey control.
 QS0788
 QS0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0788.See file dsdata.pdf to determine how the superseded data were derived.
 QS0788
 QS0788_MARKER: DS = TRIANGULATION STATION DISK
 QS0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0788_STAMPING: GOOSE 1938
 QS0788_MARK LOGO: CGS
 QS0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0788+STABILITY: SURFACE MOTION
 QS0788
 QS0788  HISTORY     - Date     Condition        Report By
 QS0788  HISTORY     - 1938     MONUMENTED       CGS
 QS0788  HISTORY     - 1948     GOOD             USGS
 QS0788  HISTORY     - 1952     GOOD             CGS
 QS0788
 QS0788                          STATION DESCRIPTION
 QS0788
 QS0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0788'STATION GOOSE IS LOCATED IN NW PART OF SOUTH DAKOTA, IN THE
 QS0788'SW PART OF DEWEY COUNTY.  IT IS ON THE CHEYENNE RIVER INDIAN
 QS0788'RESERVATION, ON THE SUMMIT OF A KNOLL, ON A LOW RIDGE BETWEEN
 QS0788'GOOSE CREEK AND COTTONWOOD CREEK.  A LARGE RED BARN 2-1/4
 QS0788'MILES DISTANT BEARS 41-1/2 DEGREES S OF E OF THE STATION.
 QS0788'IT IS ABOUT 16 MILES AIRLINE NE OF EAGLE BUTTE, ABOUT 8 MILES
 QS0788'AIRLINE NW OF RIDGEVIEW, AND ABOUT 10-1/2 MILES AIRLINE NE
 QS0788'OF PARADE.
 QS0788'
 QS0788'SURFACE, UNDERGROUND, REFERNCE AND AZIMUTH MARKS ARE STANDARD
 QS0788'BRONZE DISKS SET IN CONCRETE.
 QS0788'
 QS0788'TO REACH FROM THE RAILROAD STATION IN PARADE, GO 11.35 MILES
 QS0788'E ON U.S. HIGHWAY 212 TO A CATHOLIC CHURCH ON THE N ABOUT
 QS0788'200 YARDS N OF THE ROAD.  TURN N AND GO 3.2 MILES TO A CROSS
 QS0788'ROAD, TURN LEFT AND GO W FOR 1.0 MILE TO A T-ROAD, TURN RIGHT
 QS0788'AND GO N 1.0 MILE TO A DIM CROSS ROAD, TURN LEFT AROUND A
 QS0788'SMALL SHACK AND GO W FOR 1.0 MILE, TURN RIGHT AND GO N 1.0
 QS0788'MILE TO A JOGGED FENCE CORNER, GO N THROUGH WIRE GATE AND
 QS0788'FOLLOW TRAIL 0.55 MILE TO A Y-FENCE CORNER, GO THROUGH WIRE
 QS0788'GATE AND FOLLOW TRAIL 0.5 MILE NW ALONG RIDGE TO THE
 QS0788'AZIMUTH MARK 10 FEET E OF ROAD.  CONTINUE ALONG RIDGE 0.9
 QS0788'MILE TO TOP OF GRADE AND STATION.
 QS0788'
 QS0788'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 QS0788
 QS0788                          STATION RECOVERY (1948)
 QS0788
 QS0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0788'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QS0788
 QS0788                          STATION RECOVERY (1952)
 QS0788
 QS0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0788'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QS0788'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QS0788'
 QS0788'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0939 ***********************************************************************
 QS0939  DESIGNATION -  GOPHER
 QS0939  PID         -  QS0939
 QS0939  STATE/COUNTY-  SD/CORSON
 QS0939  COUNTRY     -  US
 QS0939  USGS QUAD   -  TWIN BUTTE (2017)
 QS0939
 QS0939                         *CURRENT SURVEY CONTROL
 QS0939  ______________________________________________________________________
 QS0939* NAD 83(1996) POSITION- 45 31 52.26899(N) 101 45 53.44328(W)   ADJUSTED
 QS0939* NAVD 88 ORTHO HEIGHT -   703.5   (meters)     2308.    (feet) VERTCON3
 QS0939  ______________________________________________________________________
 QS0939  GEOID HEIGHT    -        -19.804 (meters)                     GEOID18
 QS0939  LAPLACE CORR    -         -5.63  (seconds)                    DEFLEC18
 QS0939  HORZ ORDER      -  SECOND
 QS0939
 QS0939.The horizontal coordinates were established by classical geodetic methods
 QS0939.and adjusted by the National Geodetic Survey in January 1998.
 QS0939
 QS0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0939
 QS0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0939.GEOID18 height accuracy estimate available here.
 QS0939
 QS0939.Click photographs - Photos may exist for this station.
 QS0939
 QS0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0939
 QS0939. The following values were computed from the NAD 83(1996) position.
 QS0939
 QS0939;                    North         East     Units Scale Factor Converg.
 QS0939;SPC SD N     -   190,176.648   462,153.751   MT  0.99997419   -1 14 56.6
 QS0939;SPC SD N     -   623,937.89  1,516,249.43   sFT  0.99997419   -1 14 56.6
 QS0939;UTM  14      - 5,045,679.846   284,112.206   MT  1.00017306   -1 58 25.8
 QS0939
 QS0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0939!SPC SD N     -   0.99989282  x   0.99997419  =   0.99986701
 QS0939!UTM  14      -   0.99989282  x   1.00017306  =   1.00006586
 QS0939
 QS0939:                Primary Azimuth Mark                     Grid Az
 QS0939:SPC SD N     -  GOPHER AZ MK                             267 37 09.2
 QS0939:UTM  14      -  GOPHER AZ MK                             268 20 38.4
 QS0939
 QS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8411245679(NAD 83)
 QS0939
 QS0939|---------------------------------------------------------------------|
 QS0939| PID    Reference Object                     Distance      Geod. Az  |
 QS0939|                                                           dddmmss.s |
 QS0939| CQ7694 GOPHER RM 1                          14.770 METERS 11651     |
 QS0939| CQ7693 GOPHER AZ MK                                       2662212.6 |
 QS0939| CQ7695 GOPHER RM 2                          14.749 METERS 35621     |
 QS0939|---------------------------------------------------------------------|
 QS0939
 QS0939                          SUPERSEDED SURVEY CONTROL
 QS0939
 QS0939  NAD 83(1986)-  45 31 52.26032(N)    101 45 53.44147(W) AD(       ) 2
 QS0939  NAD 27      -  45 31 52.32300(N)    101 45 51.98000(W) AD(       ) 2
 QS0939  NGVD 29 (07/19/86)  703.1    (m)         2307.     (f) VERT ANG       
 QS0939
 QS0939.Superseded values are not recommended for survey control.
 QS0939
 QS0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0939.See file dsdata.pdf to determine how the superseded data were derived.
 QS0939
 QS0939_MARKER: DS = TRIANGULATION STATION DISK
 QS0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0939_STAMPING: GOPHER 1951
 QS0939_MARK LOGO: CGS
 QS0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0939+STABILITY: SURFACE MOTION
 QS0939
 QS0939  HISTORY     - Date     Condition        Report By
 QS0939  HISTORY     - 1951     MONUMENTED       CGS
 QS0939  HISTORY     - 1972     GOOD             USGS
 QS0939
 QS0939                          STATION DESCRIPTION
 QS0939
 QS0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0939'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF THE SETTLEMENT
 QS0939'OF ATHBOY, AND 4 MILES WEST OF THE SETTLEMENT OF GOPHER.  IT
 QS0939'IS ABOUT 200 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 8
 QS0939'FEET SOUTH OF A WITNESS POST.
 QS0939'
 QS0939'TO REACH THE STATION FROM THE JUNCTION OF SOUTH MAIN STREET
 QS0939'AND U.S. HIGHWAY 12 IN LEMMON.  GO WEST ON HIGHWAY 12 FOR
 QS0939'0.7 MILE TO STATE HIGHWAY 73.  TURN LEFT AND GO SOUTH ON
 QS0939'HIGHWAY 73 FOR 11.5 MILES TO SHADEHILL.  CONTINUE SOUTH ON
 QS0939'THE HIGHWAY FOR 14.0 MILES TO A CROSSROADS.  TURN LEFT AND
 QS0939'FOLLOW A GRAVELED ROAD FOR 11.6 MILES TO A CROSSROADS IN THE
 QS0939'SETTLEMENT OF ATHBOY.  CONTINUE EAST FOR 2.0 MILES TO SEVERAL
 QS0939'MAIL BOXES AT A CROSSROADS.  TURN RIGHT AND GO SOUTH ON A
 QS0939'DIRT ROAD FOR 3.5 MILES TO A T-ROAD.  TURN LEFT AND GO EAST
 QS0939'FOR 5.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 QS0939'FOR 0.35 MILE TO THE STATION ON THE LEFT.
 QS0939'
 QS0939'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0939'GOPHER 1951.
 QS0939'
 QS0939'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0939'GOPHER NO 1 1951.
 QS0939'
 QS0939'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0939'GOPHER NO 2 1951.
 QS0939'
 QS0939'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF THE ROAD.
 QS0939'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GOPHER 1951.
 QS0939'
 QS0939'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QS0939'CYLINDERS.
 QS0939
 QS0939                          STATION RECOVERY (1972)
 QS0939
 QS0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (AJK)
 QS0939'ATHBOY 3.0 MILE SOUTH, 7.7 MILE EAST OF.  9 MILE NORTH, 0.7
 QS0939'MILE EAST OF GLAD VALLEY, T 18 N, R 19 E, NEAR COR OF SECS
 QS0939'10 AND 15.  ABOUT 200 FEET NORTH OF ROAD, 8 FEET SOUTH OF
 QS0939'A WITNESS POST, IN A CONCRETE POST A STD DISK STAMPED GOPHER
 QS0939'1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0969 ***********************************************************************
 PT0969  DESIGNATION -  GORMAN
 PT0969  PID         -  PT0969
 PT0969  STATE/COUNTY-  SD/SULLY
 PT0969  COUNTRY     -  US
 PT0969  USGS QUAD   -  AGAR NE (2017)
 PT0969
 PT0969                         *CURRENT SURVEY CONTROL
 PT0969  ______________________________________________________________________
 PT0969* NAD 83(1996) POSITION- 44 52 33.35974(N) 100 05 33.11590(W)   ADJUSTED
 PT0969* NAVD 88 ORTHO HEIGHT -   586.5   (meters)     1924.    (feet) VERTCON3
 PT0969  ______________________________________________________________________
 PT0969  GEOID HEIGHT    -        -22.735 (meters)                     GEOID18
 PT0969  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 PT0969  HORZ ORDER      -  FIRST
 PT0969
 PT0969.The horizontal coordinates were established by classical geodetic methods
 PT0969.and adjusted by the National Geodetic Survey in January 1998.
 PT0969
 PT0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0969
 PT0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0969.GEOID18 height accuracy estimate available here.
 PT0969
 PT0969.Click photographs - Photos may exist for this station.
 PT0969
 PT0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0969
 PT0969. The following values were computed from the NAD 83(1996) position.
 PT0969
 PT0969;                    North         East     Units Scale Factor Converg.
 PT0969;SPC SD N     -   115,860.033   592,688.814   MT  0.99994377   -0 03 55.8
 PT0969;SPC SD N     -   380,117.46  1,944,513.22   sFT  0.99994377   -0 03 55.8
 PT0969;UTM  14      - 4,969,748.847   413,706.093   MT  0.99969157   -0 46 15.3
 PT0969
 PT0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0969!SPC SD N     -   0.99991162  x   0.99994377  =   0.99985540
 PT0969!UTM  14      -   0.99991162  x   0.99969157  =   0.99960322
 PT0969
 PT0969:                Primary Azimuth Mark                     Grid Az
 PT0969:SPC SD N     -  GORMAN AZ MK                             063 15 26.3
 PT0969:UTM  14      -  GORMAN AZ MK                             063 57 45.8
 PT0969
 PT0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1370669748(NAD 83)
 PT0969
 PT0969|---------------------------------------------------------------------|
 PT0969| PID    Reference Object                     Distance      Geod. Az  |
 PT0969|                                                           dddmmss.s |
 PT0969| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.19.0 KM 0365639.6 |
 PT0969| CO5073 GORMAN RM 1                          55.727 METERS 05803     |
 PT0969| CO5075 GORMAN RM 3                          53.545 METERS 06246     |
 PT0969| PT0018 GORMAN AZ MK                                       0631130.5 |
 PT0969| CO5074 GORMAN RM 2                          55.130 METERS 12055     |
 PT0969| PT0972 AGAR ST JOHNS EVAN LUTH CHURCH      APPROX. 4.9 KM 1484911.0 |
 PT0969| PT0971 AGAR ST MARYS CATH CH CROSS         APPROX. 4.5 KM 1590116.4 |
 PT0969| PT0970 AGAR MUNICIPAL TANK                 APPROX. 4.3 KM 1603953.9 |
 PT0969| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX.18.7 KM 1733540.3 |
 PT0969| PT0978 ONIDA MUNICIPAL TANK                APPROX.18.7 KM 1734847.9 |
 PT0969|---------------------------------------------------------------------|
 PT0969
 PT0969                          SUPERSEDED SURVEY CONTROL
 PT0969
 PT0969  NAD 83(1986)-  44 52 33.35397(N)    100 05 33.12012(W) AD(       ) 1
 PT0969  NAD 27      -  44 52 33.41300(N)    100 05 31.67500(W) AD(       ) 1
 PT0969  NGVD 29 (07/19/86)  586.1    (m)         1923.     (f) VERT ANG       
 PT0969
 PT0969.Superseded values are not recommended for survey control.
 PT0969
 PT0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0969.See file dsdata.pdf to determine how the superseded data were derived.
 PT0969
 PT0969_MARKER: DS = TRIANGULATION STATION DISK
 PT0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0969_STAMPING: GORMAN 1934
 PT0969_MARK LOGO: CGS
 PT0969_PROJECTION: RECESSED 30 CENTIMETERS
 PT0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0969+STABILITY: SURFACE MOTION
 PT0969
 PT0969  HISTORY     - Date     Condition        Report By
 PT0969  HISTORY     - 1934     MONUMENTED       CGS
 PT0969  HISTORY     - 1935     GOOD             CGS
 PT0969  HISTORY     - 1951     GOOD             CGS
 PT0969  HISTORY     - 1965     GOOD             SDDT
 PT0969
 PT0969                          STATION DESCRIPTION
 PT0969
 PT0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0969'STATION IS LOCATED ABOUT 3-1/2 MILES S AND 1 MILE W OF GORMAN
 PT0969'POST OFFICE.  IT IS IN SEC. 4, T 116 N, R 77 W, IN A WHEAT
 PT0969'FIELD AND IS ON THE HIGHEST GROUND IN THE VICINITY.
 PT0969'
 PT0969'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT0969'BRONZE DISKS SET IN CONCRETE.
 PT0969'
 PT0969'THE SURFACE MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 PT0969'IT IS 0.4 MILE DUE S OF A CONSPICUOUS LONE SHACK AND 1/2 MILE W OF
 PT0969'A GROVE OF TREES THAT EXTENDS N AND S FOR A DISTANCE OF 1/4
 PT0969'MILE.
 PT0969'
 PT0969'REFERENCE MARK NO. 1 IS ENE OF THE STATION.  IT IS ON THE
 PT0969'W SIDE OF A TRACK ROAD THAT EXTENDS S FROM THE LONE SHACK
 PT0969'MENTIONED ABOVE, AND PROJECTS 3 INCHES.
 PT0969'
 PT0969'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT IS ON THE
 PT0969'W SIDE OF THE TRACK ROAD MENTIONED ABOVE, AND PROJECTS 3
 PT0969'INCHES.
 PT0969'
 PT0969'THE AZIMUTH MARK IS ENE OF THE STATION.  IT IS AT A FENCE
 PT0969'CORNER IN THE NW ANGLE OF THE GRADE CROSSING OF AN E-W SECTION
 PT0969'LINE ROAD AND A N AND S RAILROAD.  IT IS 40 FEET W OF THE
 PT0969'RAILROAD TRACKS AND 25 FEET N OF THE CENTER LINE OF THE
 PT0969'ROAD AND PROJECTS 5 INCHES.
 PT0969'
 PT0969'TO REACH THE STATION FROM GORMAN POST OFFICE, GO W ON GRADED
 PT0969'ROAD 0.3 MILE, THEN S ON GRADED ROAD 2.0 MILES.  JOG E ABOUT
 PT0969'50 FEET AND THEN CONTINUE S, 1.1 MILES.  (AT THIS POINT THERE
 PT0969'IS A GROVE OF LOW TREES ON THE W SIDE OF THE ROAD.) HERE GO
 PT0969'W ON POOR SECTION LINE ROAD 0.5 MILE TO A TRACK ROAD ON THE
 PT0969'LEFT.  TURN LEFT, S, ON TRACK ROAD, PASS LONE SHACK 40 YARDS
 PT0969'S OF THE E AND W ROAD, AND GO 0.4 MILE ON DIM ROAD TO REFERENCE
 PT0969'MARK NO. 1 ON THE RIGHT SIDE OF THE ROAD.  THE STATION IS 60
 PT0969'YARDS SW OF THIS POINT.
 PT0969'
 PT0969'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 PT0969
 PT0969                          STATION RECOVERY (1935)
 PT0969
 PT0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PT0969'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 PT0969'
 PT0969'STATION IS ABOUT 11.8 MILES SW OF GETTYSBURG.  3-1/2 MILES
 PT0969'SSW OF GORMAN.  3 MILES NNW OF AGAR.  0.1 MILE N AND 50 YARDS
 PT0969'W OF THE CENTER OF SEC. 10, T 116 N, R 77 W, MILFORD TOWNSHIP.
 PT0969'ON LAND OWNED BY THE HENRY HOVELAND ESTATE, PETE HOVELAND,
 PT0969'ADMINISTRATOR.  THE MARK IS SET ABOUT 1.5 MILES S OF THE
 PT0969'POTTER-SULLY COUNTY LINE.  0.4 MILE S OF A CONSPICUOUS LONE
 PT0969'SHACK AND E-W ROAD.  IT IS 150 FEET W OF THE CENTER LINE OF
 PT0969'FARM ROAD.  THE MARK IS SET 12 INCHES BELOW THE SURFACE OF THE
 PT0969'GROUND.
 PT0969'
 PT0969'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE W EDGE OF
 PT0969'THE FARM ROAD WHICH RUNS N AND S BETWEEN THE FIELDS, AND MARK
 PT0969'PROJECTS 6 INCHES.
 PT0969'
 PT0969'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE W EDGE OF THE
 PT0969'AFOREMENTIONED ROAD, AND MARK PROJECTS 6 INCHES.
 PT0969'
 PT0969'THE AZIMUTH MARK IS NE OF THE STATION ON THE N EDGE OF THE
 PT0969'RIGHT-OF-WAY OF E-W ROAD.  30 FEET N OF THE CENTER LINE OF
 PT0969'THE ROAD.  48 FEET W OF THE CENTER LINE OF THE RAILROAD.
 PT0969'3 FEET S OF FENCE CORNER.  TO REACH, GO N FOR 0.4 MILE, THENCE
 PT0969'E FOR 0.8 MILE.
 PT0969'
 PT0969'TO REACH FROM GETTYSBURG, GO W ON U.S. HIGHWAY 212, FOR 5.1
 PT0969'MILES TO JUNCTION WITH U.S. HIGHWAY 83.  GO S ON U.S. HIGHWAY
 PT0969'83, FOR 8.0 MILES TO THE SULLY COUNTY LINE WHERE THE HIGHWAY
 PT0969'MAKES A JOG E.  GO W FOR 1.0 MILE TO SIDE ROAD LEFT.  THIS
 PT0969'ROAD IS 0.25 MILE AFTER CROSSING THE RAILROAD.  GO S FOR 1.1
 PT0969'MILE TO CROSSROADS.  GO W FOR 0.5 MILE.  HERE TURN S AND GO 0.4
 PT0969'MILE ON FARM ROAD TO STATION.
 PT0969'
 PT0969'A LIGHT 74 FEET ABOVE ELIDA IS VISIBLE FROM THE GROUND.
 PT0969
 PT0969                          STATION RECOVERY (1951)
 PT0969
 PT0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PT0969'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 PT0969'REFERENCE MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION.
 PT0969'REFERENCE MARK NO. 1 HAD BEEN DESTROYED AND REFERENCE MARK
 PT0969'NO. 3 WAS ESTABLISHED.  THE MARK IS 8 FEET EAST OF THE APPROXIMATE
 PT0969'CENTERLINE OF TRACK ROAD, PROJECTS ABOUT 4 INCHES AND THE DISK
 PT0969'IS STAMPED GORMAN NO 3 1951.  ORIGINAL DESCRIPTION
 PT0969'IS ADEQUATE.
 PT0969'
 PT0969'1951 OBSERVATIONS TAKEN FROM A 37 FOOT STEEL TOWER.
 PT0969
 PT0969                          STATION RECOVERY (1965)
 PT0969
 PT0969'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 PT0969'GORMAN 1934-GOOD
 PT0969'
 PT0969'R.M. 2 GORMAN 1934-GOOD
 PT0969'
 PT0969'R.M. 3 GORMAN 1934-GOOD
 PT0969'
 PT0969'AZ MARK GORMAN 1934-GOOD
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0018 ***********************************************************************
 PT0018  DESIGNATION -  GORMAN AZ MK
 PT0018  PID         -  PT0018
 PT0018  STATE/COUNTY-  SD/SULLY
 PT0018  COUNTRY     -  US
 PT0018  USGS QUAD   -  AGAR NE (2017)
 PT0018
 PT0018                         *CURRENT SURVEY CONTROL
 PT0018  ______________________________________________________________________
 PT0018* NAD 83(1986) POSITION- 44 52 55.     (N) 100 04 31.     (W)   SCALED
 PT0018* NAVD 88 ORTHO HEIGHT -   577.858 (meters)     1895.86  (feet) ADJUSTED
 PT0018  ______________________________________________________________________
 PT0018  GEOID HEIGHT    -        -22.735 (meters)                     GEOID18
 PT0018  DYNAMIC HEIGHT  -        577.762 (meters)     1895.54  (feet) COMP
 PT0018  MODELED GRAVITY -    980,432.5   (mgal)                       NAVD 88
 PT0018
 PT0018  VERT ORDER      -  SECOND    CLASS 0
 PT0018
 PT0018.The horizontal coordinates were scaled from a map and have
 PT0018.an estimated accuracy of +/- 6 seconds.
 PT0018
 PT0018.The orthometric height was determined by differential leveling and
 PT0018.adjusted by the NATIONAL GEODETIC SURVEY
 PT0018.in June 1991.
 PT0018
 PT0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0018.GEOID18 height accuracy estimate available here.
 PT0018
 PT0018.Click photographs - Photos may exist for this station.
 PT0018
 PT0018.The dynamic height is computed by dividing the NAVD 88
 PT0018.geopotential number by the normal gravity value computed on the
 PT0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0018.degrees latitude (g = 980.6199 gals.).
 PT0018
 PT0018.The modeled gravity was interpolated from observed gravity values.
 PT0018
 PT0018;                    North         East    Units  Estimated Accuracy
 PT0018;SPC SD N     -   116,530.      594,050.      MT  (+/- 180 meters Scaled)
 PT0018
 PT0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ150703(NAD 83)
 PT0018
 PT0018                          SUPERSEDED SURVEY CONTROL
 PT0018
 PT0018  NGVD 29 (??/??/92)  577.487  (m)         1894.64   (f) ADJ UNCH    2 0
 PT0018
 PT0018.Superseded values are not recommended for survey control.
 PT0018
 PT0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0018.See file dsdata.pdf to determine how the superseded data were derived.
 PT0018
 PT0018_MARKER: DZ = AZIMUTH MARK DISK
 PT0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0018_STAMPING: GORMAN AZIMUTH 1934
 PT0018_MARK LOGO: CGS
 PT0018_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0018+STABILITY: SURFACE MOTION
 PT0018
 PT0018  HISTORY     - Date     Condition        Report By
 PT0018  HISTORY     - 1934     MONUMENTED       CGS
 PT0018
 PT0018                          STATION DESCRIPTION
 PT0018
 PT0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0018'3 MI S FROM GORMAN.
 PT0018'IN SULLY COUNTY, ABOUT 3.0 MILES SOUTH ALONG THE CHICAGO AND
 PT0018'NORTH WESTERN RAILWAY FROM GORMAN, POTTER COUNTY, AT A ROAD
 PT0018'CROSSING, 52.4 FEET WEST OF THE CENTER LINE OF THE TRACK, 35
 PT0018'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 2.2 FEET SOUTH
 PT0018'OF A FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 PT0018'AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 PT0018'GORMAN AZIMUTH 1934 AND SET IN THE TOP OF A CONCRETE POST
 PT0018'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0497 ***********************************************************************
 QT0497  DESIGNATION -  GOVERT
 QT0497  PID         -  QT0497
 QT0497  STATE/COUNTY-  SD/HARDING
 QT0497  COUNTRY     -  US
 QT0497  USGS QUAD   -  IRISH BUTTE (2017)
 QT0497
 QT0497                         *CURRENT SURVEY CONTROL
 QT0497  ______________________________________________________________________
 QT0497* NAD 83(1996) POSITION- 45 18 42.94801(N) 103 10 23.99350(W)   ADJUSTED
 QT0497* NAVD 88 ORTHO HEIGHT -   925.    (meters)     3035.    (feet) SCALED
 QT0497  ______________________________________________________________________
 QT0497  GEOID HEIGHT    -        -16.751 (meters)                     GEOID18
 QT0497  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 QT0497  HORZ ORDER      -  SECOND
 QT0497
 QT0497.The horizontal coordinates were established by classical geodetic methods
 QT0497.and adjusted by the National Geodetic Survey in January 1998.
 QT0497
 QT0497.The orthometric height was scaled from a topographic map.
 QT0497
 QT0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0497.GEOID18 height accuracy estimate available here.
 QT0497
 QT0497.Click photographs - Photos may exist for this station.
 QT0497
 QT0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0497
 QT0497. The following values were computed from the NAD 83(1996) position.
 QT0497
 QT0497;                    North         East     Units Scale Factor Converg.
 QT0497;SPC SD N     -   169,183.203   351,230.479   MT  0.99994945   -2 14 45.2
 QT0497;SPC SD N     -   555,061.89  1,152,328.66   sFT  0.99994945   -2 14 45.2
 QT0497;UTM  13      - 5,019,225.816   643,185.878   MT  0.99985208   +1 17 56.0
 QT0497
 QT0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0497!SPC SD N     -   0.99985755  x   0.99994945  =   0.99980701
 QT0497!UTM  13      -   0.99985755  x   0.99985208  =   0.99970965
 QT0497
 QT0497:                Primary Azimuth Mark                     Grid Az
 QT0497:SPC SD N     -  GOVERT AZ MK                             014 34 50.0
 QT0497:UTM  13      -  GOVERT AZ MK                             011 02 08.8
 QT0497
 QT0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL4318519225(NAD 83)
 QT0497
 QT0497|---------------------------------------------------------------------|
 QT0497| PID    Reference Object                     Distance      Geod. Az  |
 QT0497|                                                           dddmmss.s |
 QT0497| CQ7699 GOVERT AZ MK                                       0122004.8 |
 QT0497| CQ7700 GOVERT RM 1                          10.418 METERS 14725     |
 QT0497| CQ7701 GOVERT RM 2                          10.693 METERS 24324     |
 QT0497|---------------------------------------------------------------------|
 QT0497
 QT0497                          SUPERSEDED SURVEY CONTROL
 QT0497
 QT0497  NAD 83(1993)-  45 18 42.94003(N)    103 10 23.99519(W) AD(       ) 2
 QT0497  NAD 83(1986)-  45 18 42.93792(N)    103 10 23.98918(W) AD(       ) 2
 QT0497  NAD 27      -  45 18 42.97300(N)    103 10 22.38600(W) AD(       ) 2
 QT0497
 QT0497.Superseded values are not recommended for survey control.
 QT0497
 QT0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0497.See file dsdata.pdf to determine how the superseded data were derived.
 QT0497
 QT0497_MARKER: DS = TRIANGULATION STATION DISK
 QT0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0497_STAMPING: GOVERT 1952
 QT0497_MARK LOGO: CGS
 QT0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0497+STABILITY: SURFACE MOTION
 QT0497
 QT0497  HISTORY     - Date     Condition        Report By
 QT0497  HISTORY     - 1952     MONUMENTED       CGS
 QT0497  HISTORY     - 1973     GOOD             USGS
 QT0497
 QT0497                          STATION DESCRIPTION
 QT0497
 QT0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0497'THE STATION IS IN SECTION 31, T 16 N, R 8 E, ON THE HIGHEST
 QT0497'HILL IN THE VICINITY, ABOUT 18 MILES EAST AND 3 MILES NORTH OF
 QT0497'REDIG, 16 MILES SOUTH AND 5 MILES WEST OF REVA AND 7 FEET
 QT0497'SOUTH-SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 QT0497'
 QT0497'TO REACH THE STATION FROM THE SIDE ROAD EAST, JUST SOUTH OF THE
 QT0497'POST OFFICE IN REDIG, GO EAST ON THE MAIN GRADED DIRT ROAD FOR
 QT0497'16.3 MILES TO A POINT WHERE THE MAIN ROAD TURNS RIGHT, TURN RIGHT
 QT0497'AND GO SOUTH FOR 1.1 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QT0497'EAST FOR 4.1 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 QT0497'FOR 5.7 MILES TO A CATTLE GUARD, TURN LEFT ON A TRACK ROAD
 QT0497'BEFORE CROSSING CATTLE GUARD AND GO SOUTHERLY FOR 0.3 MILE TO A
 QT0497'FORK, TAKE RIGHT FORK AND GO 0.6 MILE TO THE AZIMUTH MARK ON
 QT0497'THE RIGHT AS DESCRIBED, CONTINUE ON THE TRACK ROAD FOR 0.15
 QT0497'MILE, CROSSING A DRY CREEK BED, TURN LEFT AND GO SOUTHWEST FOR
 QT0497'0.75 MILE TO TOP OF HIGH HILL AND THE STATION.
 QT0497'
 QT0497'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QT0497'GOVERT 1952.
 QT0497'
 QT0497'REFERENCE MARK 1 IS 41 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QT0497'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GOVERT NO 1
 QT0497'1952.
 QT0497'
 QT0497'REFERENCE MARK 2 IS 36 FEET WEST-SOUTHWEST OF A 4 X 4 INCH
 QT0497'WITNESS POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0497'GOVERT NO 2 1952.
 QT0497'
 QT0497'THE AZIMUTH MARK IS 47 FEET NORTH OF THE CENTER OF THE TRACK ROAD
 QT0497'AND 2 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QT0497'8 INCHES AND THE DISK IS STAMPED GOVERT 1952.
 QT0497'
 QT0497'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0497
 QT0497                          STATION RECOVERY (1973)
 QT0497
 QT0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 QT0497'TO REACH THE STATION FROM THE POST OFFICE IN REVA, SOUTH DAKOTA,
 QT0497'GO WEST ON SOUTH DAKOTA HWY. 20 FOR 0.55 MI TO X-RDS. AND SIGN
 QT0497'HOOVER ROAD.  TURN LEFT AND GO SOUTH ON PAVED RD. FOR 18.2 MI
 QT0497'TO A WIRE GATE ON THE RIGHT.  TURN RIGHT THRU GATE AND TURN RIGHT
 QT0497'AND GO NORTH ALONG WEST SIDE OF FENCE FOR 0.25 MI TO A GATE IN
 QT0497'A E-W FENCE.  PASS THRU GATE AND TURN LEFT AND GO WEST ALONG
 QT0497'NORTH SIDE OF FENCE FOR 0.6 MI TO CREST.  TURN RIGHT AND GO
 QT0497'NORTHWEST UP RIDGE TO TOP AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0704 ***********************************************************************
 QS0704  DESIGNATION -  GRAND RIVER
 QS0704  PID         -  QS0704
 QS0704  STATE/COUNTY-  SD/CORSON
 QS0704  COUNTRY     -  US
 QS0704  USGS QUAD   -  MOBRIDGE (2017)
 QS0704
 QS0704                         *CURRENT SURVEY CONTROL
 QS0704  ______________________________________________________________________
 QS0704* NAD 83(1996) POSITION- 45 32 50.55948(N) 100 29 51.21638(W)   ADJUSTED
 QS0704* NAVD 88 ORTHO HEIGHT -   553.    (meters)     1814.    (feet) SCALED
 QS0704  ______________________________________________________________________
 QS0704  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 QS0704  LAPLACE CORR    -         -4.66  (seconds)                    DEFLEC18
 QS0704  HORZ ORDER      -  SECOND
 QS0704
 QS0704.The horizontal coordinates were established by classical geodetic methods
 QS0704.and adjusted by the National Geodetic Survey in January 1998.
 QS0704
 QS0704.The orthometric height was scaled from a topographic map.
 QS0704
 QS0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0704.GEOID18 height accuracy estimate available here.
 QS0704
 QS0704.Click photographs - Photos may exist for this station.
 QS0704
 QS0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0704
 QS0704. The following values were computed from the NAD 83(1996) position.
 QS0704
 QS0704;                    North         East     Units Scale Factor Converg.
 QS0704;SPC SD N     -   190,593.015   561,145.448   MT  0.99997659   -0 21 07.7
 QS0704;SPC SD N     -   625,303.92  1,841,024.69   sFT  0.99997659   -0 21 07.7
 QS0704;UTM  14      - 5,044,850.716   383,098.820   MT  0.99976802   -1 04 08.8
 QS0704
 QS0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0704!SPC SD N     -   0.99991666  x   0.99997659  =   0.99989325
 QS0704!UTM  14      -   0.99991666  x   0.99976802  =   0.99968470
 QS0704
 QS0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8309844850(NAD 83)
 QS0704
 QS0704                          SUPERSEDED SURVEY CONTROL
 QS0704
 QS0704  NAD 83(1986)-  45 32 50.55089(N)    100 29 51.21465(W) AD(       ) 2
 QS0704  NAD 27      -  45 32 50.57700(N)    100 29 49.72100(W) AD(       ) 2
 QS0704  MORC        -  45 32 47.94000(N)    100 29 49.28000(W) AD(       ) 3
 QS0704
 QS0704.Superseded values are not recommended for survey control.
 QS0704
 QS0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0704.See file dsdata.pdf to determine how the superseded data were derived.
 QS0704
 QS0704_MARKER: Z = SEE DESCRIPTION
 QS0704_SETTING: 0 = UNSPECIFIED SETTING
 QS0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0704
 QS0704  HISTORY     - Date     Condition        Report By
 QS0704  HISTORY     - 1889     MONUMENTED       MORC
 QS0704  HISTORY     - 1945     GOOD             CGS
 QS0704
 QS0704                          STATION DESCRIPTION
 QS0704
 QS0704'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0704'LOCATED ON R.B., ON A SLIGHT ELEVATION OF GENERAL PLATEAU,
 QS0704'FIRST HIGH PARK OF PLATEAU, ABOUT 1 MILE BELOW THE MOUTH OF
 QS0704'GRAND RIVER.
 QS0704
 QS0704                          STATION RECOVERY (1945)
 QS0704
 QS0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0704'IT IS QUITE EVIDENT THAT THIS STATION WAS LOCATED ABOUT 0.25
 QS0704'MILE EAST FROM STATION MOBRIDGE U.S.C. AND G.S., EXTENSIVE
 QS0704'SEARCH REVEALED NO EVIDENCE OF THE MO. R.C. SUB MARK, AND IT
 QS0704'IS BELIEVED LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0938 ***********************************************************************
 QS0938  DESIGNATION -  GRAND VALLEY
 QS0938  PID         -  QS0938
 QS0938  STATE/COUNTY-  SD/CORSON
 QS0938  COUNTRY     -  US
 QS0938  USGS QUAD   -  BLACK HORSE BUTTE NE (2017)
 QS0938
 QS0938                         *CURRENT SURVEY CONTROL
 QS0938  ______________________________________________________________________
 QS0938* NAD 83(1996) POSITION- 45 44 48.37111(N) 101 50 42.82087(W)   ADJUSTED
 QS0938* NAVD 88 ORTHO HEIGHT -   709.4   (meters)     2327.    (feet) VERTCON3
 QS0938  ______________________________________________________________________
 QS0938  GEOID HEIGHT    -        -19.696 (meters)                     GEOID18
 QS0938  LAPLACE CORR    -         -5.66  (seconds)                    DEFLEC18
 QS0938  HORZ ORDER      -  FIRST
 QS0938
 QS0938.The horizontal coordinates were established by classical geodetic methods
 QS0938.and adjusted by the National Geodetic Survey in January 1998.
 QS0938
 QS0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0938
 QS0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0938.GEOID18 height accuracy estimate available here.
 QS0938
 QS0938.Click photographs - Photos may exist for this station.
 QS0938
 QS0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0938
 QS0938. The following values were computed from the NAD 83(1996) position.
 QS0938
 QS0938;                    North         East     Units Scale Factor Converg.
 QS0938;SPC SD N     -   214,271.143   456,422.478   MT  1.00001286   -1 18 21.4
 QS0938;SPC SD N     -   702,987.91  1,497,446.08   sFT  1.00001286   -1 18 21.4
 QS0938;UTM  14      - 5,069,850.007   278,686.798   MT  1.00020220   -2 02 19.5
 QS0938
 QS0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0938!SPC SD N     -   0.99989189  x   1.00001286  =   0.99990475
 QS0938!UTM  14      -   0.99989189  x   1.00020220  =   1.00009407
 QS0938
 QS0938:                Primary Azimuth Mark                     Grid Az
 QS0938:SPC SD N     -  GRAND VALLEY AZ MK                       000 52 39.1
 QS0938:UTM  14      -  GRAND VALLEY AZ MK                       001 36 37.2
 QS0938
 QS0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7868669850(NAD 83)
 QS0938
 QS0938|---------------------------------------------------------------------|
 QS0938| PID    Reference Object                     Distance      Geod. Az  |
 QS0938|                                                           dddmmss.s |
 QS0938| CQ7706 GRAND VALLEY RM 1                    25.228 METERS 00250     |
 QS0938| CQ7707 GRAND VALLEY RM 2                    18.149 METERS 29741     |
 QS0938| CQ7705 GRAND VALLEY AZ MK                                 3593417.7 |
 QS0938|---------------------------------------------------------------------|
 QS0938
 QS0938                          SUPERSEDED SURVEY CONTROL
 QS0938
 QS0938  NAD 83(1986)-  45 44 48.36251(N)    101 50 42.81832(W) AD(       ) 1
 QS0938  NAD 27      -  45 44 48.38100(N)    101 50 41.33700(W) AD(       ) 1
 QS0938  NGVD 29 (07/19/86)  708.9    (m)         2326.     (f) VERT ANG       
 QS0938
 QS0938.Superseded values are not recommended for survey control.
 QS0938
 QS0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0938.See file dsdata.pdf to determine how the superseded data were derived.
 QS0938
 QS0938_MARKER: DS = TRIANGULATION STATION DISK
 QS0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0938_STAMPING: GRAND VALLEY 1951
 QS0938_MARK LOGO: CGS
 QS0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0938+STABILITY: SURFACE MOTION
 QS0938
 QS0938  HISTORY     - Date     Condition        Report By
 QS0938  HISTORY     - 1951     MONUMENTED       CGS
 QS0938
 QS0938                          STATION DESCRIPTION
 QS0938
 QS0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0938'STATION IS LOCATED ABOUT 13 MILES SOUTH AND 2 MILES WEST OF
 QS0938'KELDRON, ON A SECTION LINE ROAD RIGHT-OF-WAY, 30 FEET EAST OF
 QS0938'THE CENTER OF THE ROAD, 5 FEET WEST OF A NORTH-SOUTH FENCE, AND
 QS0938'5 FEET SOUTHWEST OF A WITNESS POST.
 QS0938'
 QS0938'TO REACH THE STATION FROM THE SCHOOLHOUSE ON U.S. HIGHWAY 12
 QS0938'JUST NORTH OF KELDRON, GO SOUTH ON GRADED ROAD FOR 8.9 MILES
 QS0938'TO A CROSSROADS.  TURN RIGHT, WEST, AND GO 2.0 MILES TO A
 QS0938'CROSSROADS JUST AFTER CROSSING A BRIDGE.  TURN LEFT, SOUTH,
 QS0938'AND GO 2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QS0938'1.0 MILES TO THE STATION.
 QS0938'
 QS0938'THE STATION MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 QS0938'STAMPED GRAND VALLEY 1951.
 QS0938'
 QS0938'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 QS0938'THE MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED
 QS0938'GRAND VALLEY NO 1 1951.
 QS0938'
 QS0938'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF THE ROAD.
 QS0938'THE MARK PROJECTS ABOUT 12 INCHES, AND THE DISK IS STAMPED
 QS0938'GRAND VALLEY NO 2 1951.
 QS0938'
 QS0938'AZIMUTH MARK IS 26 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 QS0938'THE MARK PROJECTS ABOUT 7 INCHES, AND THE DISK IS STAMPED
 QS0938'GRAND VALLEY 1951.
 QS0938'
 QS0938'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QS0938'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1066 ***********************************************************************
 PT1066  DESIGNATION -  GRANDVIEW
 PT1066  PID         -  PT1066
 PT1066  STATE/COUNTY-  SD/STANLEY
 PT1066  COUNTRY     -  US
 PT1066  USGS QUAD   -  DOTY RIDGE (2017)
 PT1066
 PT1066                         *CURRENT SURVEY CONTROL
 PT1066  ______________________________________________________________________
 PT1066* NAD 83(1996) POSITION- 44 18 35.76933(N) 100 47 26.17903(W)   ADJUSTED
 PT1066* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 PT1066  ______________________________________________________________________
 PT1066  GEOID HEIGHT    -        -23.037 (meters)                     GEOID18
 PT1066  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 PT1066  HORZ ORDER      -  SECOND
 PT1066
 PT1066.The horizontal coordinates were established by classical geodetic methods
 PT1066.and adjusted by the National Geodetic Survey in January 1998.
 PT1066
 PT1066.The orthometric height was scaled from a topographic map.
 PT1066
 PT1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1066.GEOID18 height accuracy estimate available here.
 PT1066
 PT1066.Click photographs - Photos may exist for this station.
 PT1066
 PT1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1066
 PT1066. The following values were computed from the NAD 83(1996) position.
 PT1066
 PT1066;                    North         East     Units Scale Factor Converg.
 PT1066;SPC SD S     -   219,692.306   563,516.343   MT  0.99997974   -0 18 55.6
 PT1066;SPC SD S     -   720,773.84  1,848,803.20   sFT  0.99997974   -0 18 55.6
 PT1066;UTM  14      - 4,907,856.775   357,188.649   MT  0.99985083   -1 15 03.7
 PT1066
 PT1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1066!SPC SD S     -   0.99990085  x   0.99997974  =   0.99988059
 PT1066!UTM  14      -   0.99990085  x   0.99985083  =   0.99975170
 PT1066
 PT1066:                Primary Azimuth Mark                     Grid Az
 PT1066:SPC SD S     -  GRANDVIEW AZ MK                          341 08 08.6
 PT1066:UTM  14      -  GRANDVIEW AZ MK                          342 04 16.7
 PT1066
 PT1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5718807856(NAD 83)
 PT1066
 PT1066|---------------------------------------------------------------------|
 PT1066| PID    Reference Object                     Distance      Geod. Az  |
 PT1066|                                                           dddmmss.s |
 PT1066| CO5086 GRANDVIEW RM 1                       17.672 METERS 03557     |
 PT1066| CO5087 GRANDVIEW RM 2                       17.697 METERS 29930     |
 PT1066| CO5085 GRANDVIEW AZ MK                                    3404913.0 |
 PT1066|---------------------------------------------------------------------|
 PT1066
 PT1066                          SUPERSEDED SURVEY CONTROL
 PT1066
 PT1066  NAD 83(1986)-  44 18 35.76458(N)    100 47 26.18156(W) AD(       ) 2
 PT1066  NAD 27      -  44 18 35.83700(N)    100 47 24.67200(W) AD(       ) 2
 PT1066
 PT1066.Superseded values are not recommended for survey control.
 PT1066
 PT1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1066.See file dsdata.pdf to determine how the superseded data were derived.
 PT1066
 PT1066_MARKER: DS = TRIANGULATION STATION DISK
 PT1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1066_STAMPING: GRANDVIEW 1952
 PT1066_MARK LOGO: CGS
 PT1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1066+STABILITY: SURFACE MOTION
 PT1066
 PT1066  HISTORY     - Date     Condition        Report By
 PT1066  HISTORY     - 1952     MONUMENTED       CGS
 PT1066
 PT1066                          STATION DESCRIPTION
 PT1066
 PT1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1066'THE STATION IS IN SECTION 7, T 4 N, R 28 E, 11 MILES EAST-SOUTHEAST
 PT1066'OF HAYES, 10.5 MILES NORTH OF VAN METRE, 4 MILES SOUTH OF U.S.
 PT1066'HIGHWAY 14, 100 FEET WEST OF A DIRT ROAD AND 45 FEET SOUTH OF A
 PT1066'WIRE FENCE.
 PT1066'
 PT1066'TO REACH THE STATION FROM THE POST OFFICE IN HAYES GO EAST
 PT1066'ON U.S. HIGHWAY 14 FOR 7.5 MILES TO A SCHOOL HOUSE ON THE LEFT,
 PT1066'CONTINUE EAST ON THE HIGHWAY FOR 1.0 MILE TO A CROSS ROAD,
 PT1066'TURN RIGHT (SOUTH) AND GO ON A GRAVELED ROAD FOR 1.3 MILE TO
 PT1066'A CATTLE GUARD ON THE LEFT, TURN LEFT (EAST) THROUGH CATTLE
 PT1066'GUARD AND FOLLOW A DIRT ROAD FOR 4.35 MILES TO THE AZIMUTH
 PT1066'MARK AS DESCRIBED BELOW.  CONTINUE SOUTHEASTERLY ON THE DIRT
 PT1066'ROAD FOR 0.35 MILE TO A GATE IN A WIRE FENCE AND THE STATION
 PT1066'MARK AS DESCRIBED ABOVE.
 PT1066'
 PT1066'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1066'GRANDVIEW 1952.
 PT1066'
 PT1066'REFERENCE MARK NO. 1 IS 42 FEET WEST OF THE DIRT ROAD AND 2 FEET
 PT1066'SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE
 PT1066'DISK IS STAMPED GRANDVIEW NO 1 1952.
 PT1066'
 PT1066'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF THE WIRE FENCE AND 130
 PT1066'FEET WEST OF THE DIRT ROAD.  THE MARK PROJECTS 5 INCHES AND THE
 PT1066'DISK IS STAMPED GRANDVIEW NO 2 1952.
 PT1066'
 PT1066'THE AZIMUTH MARK IS 15 FEET EAST OF THE DIRT ROAD AND 2 FEET
 PT1066'WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PT1066'IS STAMPED GRANDVIEW 1952.
 PT1066'
 PT1066'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0556 ***********************************************************************
 PT0556  DESIGNATION -  GRAVEL
 PT0556  PID         -  PT0556
 PT0556  STATE/COUNTY-  SD/HAAKON
 PT0556  COUNTRY     -  US
 PT0556  USGS QUAD   -  PHILIP (2017)
 PT0556
 PT0556                         *CURRENT SURVEY CONTROL
 PT0556  ______________________________________________________________________
 PT0556* NAD 83(1996) POSITION- 44 06 39.47631(N) 101 40 02.83502(W)   ADJUSTED
 PT0556* NAVD 88 ORTHO HEIGHT -   725.027 (meters)     2378.69  (feet) ADJUSTED
 PT0556  ______________________________________________________________________
 PT0556  GEOID HEIGHT    -        -21.047 (meters)                     GEOID18
 PT0556  LAPLACE CORR    -         -8.67  (seconds)                    DEFLEC18
 PT0556  DYNAMIC HEIGHT  -        724.823 (meters)     2378.02  (feet) COMP
 PT0556  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 PT0556
 PT0556  HORZ ORDER      -  SECOND
 PT0556  VERT ORDER      -  FIRST     CLASS II
 PT0556
 PT0556.The horizontal coordinates were established by classical geodetic methods
 PT0556.and adjusted by the National Geodetic Survey in January 1998.
 PT0556
 PT0556.The orthometric height was determined by differential leveling and
 PT0556.adjusted by the NATIONAL GEODETIC SURVEY
 PT0556.in June 1991.
 PT0556
 PT0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0556.GEOID18 height accuracy estimate available here.
 PT0556
 PT0556.Click photographs - Photos may exist for this station.
 PT0556
 PT0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0556
 PT0556.The dynamic height is computed by dividing the NAVD 88
 PT0556.geopotential number by the normal gravity value computed on the
 PT0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0556.degrees latitude (g = 980.6199 gals.).
 PT0556
 PT0556.The modeled gravity was interpolated from observed gravity values.
 PT0556
 PT0556. The following values were computed from the NAD 83(1996) position.
 PT0556
 PT0556;                    North         East     Units Scale Factor Converg.
 PT0556;SPC SD S     -   198,341.630   493,205.476   MT  0.99994380   -0 55 13.2
 PT0556;SPC SD S     -   650,725.83  1,618,124.97   sFT  0.99994380   -0 55 13.2
 PT0556;UTM  14      - 4,887,657.625   286,535.718   MT  1.00016045   -1 51 26.6
 PT0556
 PT0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0556!SPC SD S     -   0.99988963  x   0.99994380  =   0.99983343
 PT0556!UTM  14      -   0.99988963  x   1.00016045  =   1.00005006
 PT0556
 PT0556:                Primary Azimuth Mark                     Grid Az
 PT0556:SPC SD S     -  GRAVEL 2                                 264 09 42.5
 PT0556:UTM  14      -  GRAVEL 2                                 265 05 55.9
 PT0556
 PT0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8653587657(NAD 83)
 PT0556
 PT0556|---------------------------------------------------------------------|
 PT0556| PID    Reference Object                     Distance      Geod. Az  |
 PT0556|                                                           dddmmss.s |
 PT0556| PT0558 GRAVEL RM 2                          17.450 METERS 00126     |
 PT0556| PT0557 GRAVEL 2                            417.730 METERS 2631429.3 |
 PT0556| PT0561 GRAVEL RM 1                          32.598 METERS 26610     |
 PT0556|---------------------------------------------------------------------|
 PT0556
 PT0556                          SUPERSEDED SURVEY CONTROL
 PT0556
 PT0556  NAD 83(1986)-  44 06 39.46935(N)    101 40 02.83650(W) AD(       ) 2
 PT0556  NAD 27      -  44 06 39.51760(N)    101 40 01.32170(W) AD(       ) 2
 PT0556  NGVD 29 (??/??/92)  724.576  (m)         2377.21   (f) ADJ UNCH    1 2
 PT0556  NGVD 29             724.58   (m)         2377.2    (f) LEVELING    3  
 PT0556
 PT0556.Superseded values are not recommended for survey control.
 PT0556
 PT0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0556.See file dsdata.pdf to determine how the superseded data were derived.
 PT0556
 PT0556_MARKER: DS = TRIANGULATION STATION DISK
 PT0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0556_STAMPING: GRAVEL 1961
 PT0556_MARK LOGO: CGS
 PT0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0556+STABILITY: SURFACE MOTION
 PT0556
 PT0556  HISTORY     - Date     Condition        Report By
 PT0556  HISTORY     - 1961     MONUMENTED       CGS
 PT0556  HISTORY     - 1962     GOOD             CGS
 PT0556  HISTORY     - 1965     GOOD             SDDT
 PT0556  HISTORY     - 1970     GOOD             NGS
 PT0556  HISTORY     - 1970     GOOD             NGS
 PT0556
 PT0556                          STATION DESCRIPTION
 PT0556
 PT0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0556'LOCATED ABOUT 4-1/2 MILES NORTH OF PHILIP, ON THE RIGHT-OF-WAY
 PT0556'OF STATE HIGHWAY 73.  IT IS IN SECTION 23, R 20 E, T 2 N.
 PT0556'
 PT0556'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT0556'73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON STATE HIGHWAY 73 FOR
 PT0556'4.6 MILES TO A SIDE ROAD ON THE LEFT AND THE STATION IN THE
 PT0556'NORTHWEST ANGLE.
 PT0556'
 PT0556'STATION MARK, A STANDARD DISK STAMPED GRAVEL 1961, IS SET
 PT0556'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT0556'4 INCHES.  IT IS 39 FEET WEST OF THE CENTER OF STATE HIGHWAY
 PT0556'73, 4 FEET WEST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE AND 3.6
 PT0556'FEET WEST OF A METAL WITNESS POST WITH SIGN.
 PT0556'
 PT0556'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAVEL NO 1 1961,
 PT0556'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 PT0556'PROJECTS 4 INCHES.  IT IS 1.6 FEET EAST OF A SNOW FENCE AND
 PT0556'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 PT0556'
 PT0556'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAVEL NO 2 1961,
 PT0556'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 PT0556'PROJECTS 6 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF STATE
 PT0556'HIGHWAY 73 AND 2 FEET WEST OF THE NORTH-SOUTH RIGHT-OF-WAY
 PT0556'FENCE.  IT IS ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PT0556'
 PT0556'PICTURE POINT, OBJECT OBSERVED WAS THE SOUTH END OF A NORTH-SOUTH
 PT0556'SNOW FENCE.
 PT0556
 PT0556                          STATION RECOVERY (1962)
 PT0556
 PT0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0556'5 MI N FROM PHILIP.
 PT0556'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0556'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 61 FEET SOUTH OF
 PT0556'A POWER POLE, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PT0556'4 1/2 FEET WEST OF A FENCE, 4 FEET WEST OF A METAL WITNESS POST,
 PT0556'ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PT0556'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.  NOTE-- DUE TO
 PT0556'HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.  IT WAS LEFT
 PT0556'INTACT FOR USE BY THE STATE HIGHWAY DEPARTMENT, AND WILL BE
 PT0556'REMOVED BY THEM AT TIME OF CONSTRUCTION.  TRIANGULATION STATION
 PT0556'GRAVEL 2 1970 WAS SET APPROXIMATELY 0.25 MILES WEST OF THIS MARK,
 PT0556'AND THE ELEVATION WAS TRANSFERRED FROM STATION MARK GRAVEL TO
 PT0556'STATION MARK GRAVEL 2.
 PT0556
 PT0556                          STATION RECOVERY (1965)
 PT0556
 PT0556'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 PT0556'THE STATION, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 PT0556
 PT0556                          STATION RECOVERY (1970)
 PT0556
 PT0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0556'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 PT0556'IN GOOD CONDITION.  REFERENCE MARK NO. 2 APPEARED TO BE IN
 PT0556'GOOD CONDITION, BUT THERE WAS A SLIGHT DIFFERENCE IN THE
 PT0556'MEASUREMENT, AND A DIFFERENCE OF APPROXIMATELY 2-1/2 MINUTES
 PT0556'IN THE DIRECTION - A POWER POLE HAS BEEN SET NEAR THE REFERENCE
 PT0556'MARK WHICH MAY ACCOUNT FOR THE MOVEMENT.  THERE WAS NO AZIMUTH
 PT0556'MARK.
 PT0556'
 PT0556'DUE TO HIGHWAY IMPROVEMENTS ALL OF THE MARKS WILL BE DESTROYED,
 PT0556'THEY WERE LEFT INTACT FOR USE BY THE STATE HIGHWAY DEPT.
 PT0556'AND WILL BE REMOVED BY THEM AT THE TIME OF CONSTRUCTION.
 PT0556'
 PT0556'STATION GRAVEL 2 1970 WAS SET APPROXIMATELY 0.25 MILE WEST,
 PT0556'THE DISTANCE WAS MEASURED BY A GEODIMETER CREW FROM THE STATE
 PT0556'HIGHWAY DEPARTMENT.
 PT0556'
 PT0556'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR GRAVEL 2
 PT0556'
 PT0556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 PT0556'NORTH OF PHILIP
 PT0556
 PT0556                          STATION RECOVERY (1970)
 PT0556
 PT0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0557 ***********************************************************************
 PT0557  DESIGNATION -  GRAVEL 2
 PT0557  PID         -  PT0557
 PT0557  STATE/COUNTY-  SD/HAAKON
 PT0557  COUNTRY     -  US
 PT0557  USGS QUAD   -  PHILIP (2017)
 PT0557
 PT0557                         *CURRENT SURVEY CONTROL
 PT0557  ______________________________________________________________________
 PT0557* NAD 83(1996) POSITION- 44 06 37.88313(N) 101 40 21.48891(W)   NO CHECK
 PT0557* NAD 83(1996) ELLIP HT-   690.844 (meters)        (01/23/98)   NO CHECK
 PT0557* NAVD 88 ORTHO HEIGHT -   711.80  (meters)     2335.3   (feet) RESET
 PT0557  ______________________________________________________________________
 PT0557  GEOID HEIGHT    -        -21.028 (meters)                     GEOID18
 PT0557  NAD 83(1996) X  -   -928,127.621 (meters)                     COMP
 PT0557  NAD 83(1996) Y  - -4,492,562.869 (meters)                     COMP
 PT0557  NAD 83(1996) Z  -  4,417,398.153 (meters)                     COMP
 PT0557  LAPLACE CORR    -         -8.74  (seconds)                    DEFLEC18
 PT0557  HORZ ORDER      -  THIRD
 PT0557  VERT ORDER      -  THIRD
 PT0557  ELLP ORDER      -  FOURTH    CLASS I
 PT0557
 PT0557.The horizontal coordinates were established by classical geodetic methods
 PT0557.and adjusted by the National Geodetic Survey in January 1998.
 PT0557
 PT0557.No horizontal observational check was made to the station.
 PT0557
 PT0557.The orthometric height was computed from unverified reset data.
 PT0557
 PT0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0557.GEOID18 height accuracy estimate available here.
 PT0557
 PT0557.Click photographs - Photos may exist for this station.
 PT0557
 PT0557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT0557
 PT0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0557
 PT0557.The ellipsoidal height was determined by GPS observations
 PT0557.and is referenced to NAD 83.
 PT0557
 PT0557. The following values were computed from the NAD 83(1996) position.
 PT0557
 PT0557;                    North         East     Units Scale Factor Converg.
 PT0557;SPC SD S     -   198,299.141   492,789.936   MT  0.99994373   -0 55 26.1
 PT0557;SPC SD S     -   650,586.43  1,616,761.65   sFT  0.99994373   -0 55 26.1
 PT0557;UTM  14      - 4,887,621.930   286,119.448   MT  1.00016264   -1 51 39.5
 PT0557
 PT0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0557!SPC SD S     -   0.99989169  x   0.99994373  =   0.99983542
 PT0557!UTM  14      -   0.99989169  x   1.00016264  =   1.00005431
 PT0557
 PT0557:                Primary Azimuth Mark                     Grid Az
 PT0557:SPC SD S     -  GRIND 2                                  011 02 34.0
 PT0557:UTM  14      -  GRIND 2                                  011 58 47.4
 PT0557
 PT0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8611987621(NAD 83)
 PT0557
 PT0557|---------------------------------------------------------------------|
 PT0557| PID    Reference Object                     Distance      Geod. Az  |
 PT0557|                                                           dddmmss.s |
 PT0557| PT0549 GRIND 2                             APPROX. 2.0 KM 0100707.9 |
 PT0557| PT0556 GRAVEL                              417.730 METERS 0831416.3 |
 PT0557| PT0559 GRAVEL 2 RM 3                        15.205 METERS 09000     |
 PT0557| PT0560 GRAVEL 2 RM 4                        13.785 METERS 27031     |
 PT0557|---------------------------------------------------------------------|
 PT0557
 PT0557                          SUPERSEDED SURVEY CONTROL
 PT0557
 PT0557  ELLIP H (08/18/97)  690.872  (m)                       GP(       ) 4 1
 PT0557  NAD 83(1986)-  44 06 37.87617(N)    101 40 21.48999(W) AD(       ) 3
 PT0557  NAD 27      -  44 06 37.92439(N)    101 40 19.97474(W) AD(       ) 3
 PT0557  NGVD 29 (??/??/??)  711.34   (m)         2333.8    (f) RESET       3  
 PT0557  NGVD 29 (02/28/92)  711.4    (m)  GEOID90  model used  GPS OBS        
 PT0557
 PT0557.Superseded values are not recommended for survey control.
 PT0557
 PT0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0557.See file dsdata.pdf to determine how the superseded data were derived.
 PT0557
 PT0557_MARKER: DS = TRIANGULATION STATION DISK
 PT0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0557_STAMPING: GRAVEL 2 1970
 PT0557_MARK LOGO: CGS
 PT0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0557+STABILITY: SURFACE MOTION
 PT0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0557+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1991
 PT0557
 PT0557  HISTORY     - Date     Condition        Report By
 PT0557  HISTORY     - 1970     MONUMENTED       NGS
 PT0557  HISTORY     - 1970     GOOD             NGS
 PT0557  HISTORY     - 1970     GOOD             NGS
 PT0557  HISTORY     - 19910909 GOOD             NGS
 PT0557
 PT0557                          STATION DESCRIPTION
 PT0557
 PT0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0557'5 MI N FROM PHILIP.
 PT0557'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0557'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0557'THENCE LEFT, WEST, ON A GRAVELED SIDE ROAD FOR 0.25 MILE TO THE
 PT0557'MARK ON THE RIGHT, 36 FEET NORTH OF THE CENTER OF THE ROAD, 5
 PT0557'FEET SOUTHEAST OF A TELEPHONE POLE, 1.8 FEET SOUTH OF A FENCE
 PT0557'LINE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, SET IN A ROUND
 PT0557'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ON PROPERTY OF
 PT0557'MR. JAMES HEWITT WHO LIVES ABOUT 0.5 MILE WEST OF THE STATION.
 PT0557
 PT0557                          STATION RECOVERY (1970)
 PT0557
 PT0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0557'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF PHILIP, AND 0.25
 PT0557'MILE WEST OF STATE HIGHWAY 73, ON THE NORTH SIDE OF A GRAVELED
 PT0557'DRIVEWAY LEADING TO THE HOME OF THE PROPERTY OWNER, MR. JAMES
 PT0557'HEWIT.
 PT0557'
 PT0557'THE STATION MARK IS A STANDARD DISK STAMPED GRAVEL 2 1970, SET IN A
 PT0557'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS OPPOSITE A
 PT0557'GATE TO A FIELD ON THE SOUTH, 36 FEET NORTH OF THE CENTER OF
 PT0557'DRIVEWAY, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 1.8 FEET SOUTH
 PT0557'OF AN EAST-WEST FENCE LINE, AND 1.4 FEET SOUTHEAST OF A METAL
 PT0557'WITNESS POST.
 PT0557'
 PT0557'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GRAVEL 2 NO 3
 PT0557'1970, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PT0557'IT IS 36 FEET NORTH OF CENTER OF DRIVEWAY, 52 FEET EAST OF THE
 PT0557'METAL WITNESS POST AND TELEPHONE POLE, AND 1.6 FEET SOUTH OF
 PT0557'THE FENCE LINE.
 PT0557'
 PT0557'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GRAVEL 2 NO 4
 PT0557'1970, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PT0557'IT IS 36 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 44 FEET WEST
 PT0557'OF THE WITNESS POST AND TELEPHONE POLE, AND 1.6 FEET SOUTH OF
 PT0557'THE FENCE LINE.
 PT0557'
 PT0557'THE DISTANCE WAS NOT MEASURED BETWEEN THE REFERENCE MARKS AS THEY
 PT0557'ARE NEARLY ON LINE.
 PT0557'
 PT0557'AN AZIMUTH MARK WAS NOT SET, STATION GRIND 2 MAY BE USED.
 PT0557'
 PT0557'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND
 PT0557'STATE HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON HIGHWAY
 PT0557'73 FOR 4.75 MILES TO A SIDE ROAD LEFT, WEST, AND THE STATION AS
 PT0557'DESCRIBED.
 PT0557
 PT0557                          STATION RECOVERY (1970)
 PT0557
 PT0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0557'RECOVERED IN GOOD CONDITION.
 PT0557
 PT0557                          STATION RECOVERY (1991)
 PT0557
 PT0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PT0557'THE STATION IS LOCATED ABOUT 7.3 KM (4.5 MI) NORTH OF THE NORTH SIDE
 PT0557'OF PHILIP AND IN THE NORTH RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE
 PT0557'ROAD. OWNERSHIP--SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 PT0557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PT0557'HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON HIGHWAY 73 FOR
 PT0557'7.26 KM (4.51 MI) TO A GRAVEL SECTION LINE ROAD ON THE LEFT.  TURN
 PT0557'LEFT, WEST, ON GRAVEL ROAD FOR 0.41 KM (0.25 MI) TO THE STATION ON
 PT0557'THE RIGHT ON TOP OF A LOW RISE.
 PT0557'THE STATION IS LOCATED 10.1 M (33.1 FT) NORTH FROM THE CENTER OF THE
 PT0557'GRAVEL ROAD, 0.6 M (2.0 FT) SOUTH FROM A FENCE, 0.45 M (1.48 FT)
 PT0557'SOUTH FROM A METAL WITNESS POST AND ABOUT 0.6 METER BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0559 ***********************************************************************
 PT0559  DESIGNATION -  GRAVEL 2 RM 3
 PT0559  PID         -  PT0559
 PT0559  STATE/COUNTY-  SD/HAAKON
 PT0559  COUNTRY     -  US
 PT0559  USGS QUAD   -  PHILIP (2017)
 PT0559
 PT0559                         *CURRENT SURVEY CONTROL
 PT0559  ______________________________________________________________________
 PT0559* NAD 83(1986) POSITION- 44 06 37.88   (N) 101 40 20.81   (W)   HD_HELD1
 PT0559* NAVD 88 ORTHO HEIGHT -   711.70  (meters)     2335.0   (feet) RESET
 PT0559  ______________________________________________________________________
 PT0559  GEOID HEIGHT    -        -21.029 (meters)                     GEOID18
 PT0559  VERT ORDER      -  THIRD
 PT0559
 PT0559.The horizontal coordinates were determined by differentially corrected
 PT0559.hand held GPS observations or other comparable positioning techniques
 PT0559.and have an estimated accuracy of +/- 3 meters.
 PT0559
 PT0559.The orthometric height was computed from unverified reset data.
 PT0559
 PT0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0559.GEOID18 height accuracy estimate available here.
 PT0559
 PT0559.Click photographs - Photos may exist for this station.
 PT0559
 PT0559;                    North         East    Units  Estimated Accuracy
 PT0559;SPC SD S     -   198,298.8     492,805.0     MT  (+/- 3 meters HH1 GPS) 
 PT0559
 PT0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8613487621(NAD 83)
 PT0559
 PT0559                          SUPERSEDED SURVEY CONTROL
 PT0559
 PT0559  NGVD 29 (??/??/??)  711.25   (m)         2333.5    (f) RESET       3  
 PT0559
 PT0559.Superseded values are not recommended for survey control.
 PT0559
 PT0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0559.See file dsdata.pdf to determine how the superseded data were derived.
 PT0559
 PT0559_MARKER: DR = REFERENCE MARK DISK
 PT0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0559_STAMPING: GRAVEL 2 NO 3 1970
 PT0559_MARK LOGO: CGS
 PT0559_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0559+STABILITY: SURFACE MOTION
 PT0559
 PT0559  HISTORY     - Date     Condition        Report By
 PT0559  HISTORY     - 1970     MONUMENTED       NGS
 PT0559
 PT0559                          STATION DESCRIPTION
 PT0559
 PT0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0559'5 MI N FROM PHILIP.
 PT0559'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0559'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0559'THENCE LEFT, WEST, ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK
 PT0559'ON THE RIGHT, 36 FEET NORTH OF THE CENTER OF THE ROAD, 52 FEET
 PT0559'EAST OF THE TELEPHONE POLE AND THE METAL WITNESS POST, AND 2 FEET
 PT0559'SOUTH OF A FENCE LINE, SET IN A ROUND CONCRETE MONUMENT WHICH
 PT0559'PROJECTS 6-INCHES.  IT IS ON PROPERTY OF MR. JAMES HEWITT, WHO
 PT0559'LIVES ABOUT 0.5 MILE WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0560 ***********************************************************************
 PT0560  DESIGNATION -  GRAVEL 2 RM 4
 PT0560  PID         -  PT0560
 PT0560  STATE/COUNTY-  SD/HAAKON
 PT0560  COUNTRY     -  US
 PT0560  USGS QUAD   -  PHILIP (2017)
 PT0560
 PT0560                         *CURRENT SURVEY CONTROL
 PT0560  ______________________________________________________________________
 PT0560* NAD 83(1986) POSITION- 44 06 37.89   (N) 101 40 22.11   (W)   HD_HELD1
 PT0560* NAVD 88 ORTHO HEIGHT -   711.81  (meters)     2335.3   (feet) RESET
 PT0560  ______________________________________________________________________
 PT0560  GEOID HEIGHT    -        -21.028 (meters)                     GEOID18
 PT0560  VERT ORDER      -  THIRD
 PT0560
 PT0560.The horizontal coordinates were determined by differentially corrected
 PT0560.hand held GPS observations or other comparable positioning techniques
 PT0560.and have an estimated accuracy of +/- 3 meters.
 PT0560
 PT0560.The orthometric height was computed from unverified reset data.
 PT0560
 PT0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0560.GEOID18 height accuracy estimate available here.
 PT0560
 PT0560.Click photographs - Photos may exist for this station.
 PT0560
 PT0560;                    North         East    Units  Estimated Accuracy
 PT0560;SPC SD S     -   198,299.6     492,776.1     MT  (+/- 3 meters HH1 GPS) 
 PT0560
 PT0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8610587622(NAD 83)
 PT0560
 PT0560                          SUPERSEDED SURVEY CONTROL
 PT0560
 PT0560  NGVD 29 (??/??/??)  711.36   (m)         2333.9    (f) RESET       3  
 PT0560
 PT0560.Superseded values are not recommended for survey control.
 PT0560
 PT0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0560.See file dsdata.pdf to determine how the superseded data were derived.
 PT0560
 PT0560_MARKER: DR = REFERENCE MARK DISK
 PT0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0560_STAMPING: GRAVEL 2 NO 4 1970
 PT0560_MARK LOGO: CGS
 PT0560_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0560+STABILITY: SURFACE MOTION
 PT0560
 PT0560  HISTORY     - Date     Condition        Report By
 PT0560  HISTORY     - 1970     MONUMENTED       NGS
 PT0560
 PT0560                          STATION DESCRIPTION
 PT0560
 PT0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0560'5 MI N FROM PHILIP.
 PT0560'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0560'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0560'THENCE LEFT, WEST ON A GRAVELED SIDE ROAD FOR 0.25 MILE TO THE
 PT0560'MARK ON THE RIGHT, 36 FEET NORTH OF THE CENTER OF THE ROAD, 44
 PT0560'FEET WEST OF THE TELEPHONE POLE AND THE METAL WITNESS POST, 1.6
 PT0560'FEET SOUTH OF A FENCE LINE, SET IN A ROUND CONCRETE MONUMENT
 PT0560'WHICH PROJECTS 6-INCHES.  IT IS ON PROPERTY OF MR. JAMES HEWITT,
 PT0560'WHO LIVES ABOUT 0.5 MILE WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0561 ***********************************************************************
 PT0561  DESIGNATION -  GRAVEL RM 1
 PT0561  PID         -  PT0561
 PT0561  STATE/COUNTY-  SD/HAAKON
 PT0561  COUNTRY     -  US
 PT0561  USGS QUAD   -  PHILIP (2017)
 PT0561
 PT0561                         *CURRENT SURVEY CONTROL
 PT0561  ______________________________________________________________________
 PT0561* NAD 83(1986) POSITION- 44 06 39.41   (N) 101 40 04.30   (W)   HD_HELD1
 PT0561* NAVD 88 ORTHO HEIGHT -   723.615 (meters)     2374.06  (feet) ADJUSTED
 PT0561  ______________________________________________________________________
 PT0561  GEOID HEIGHT    -        -21.045 (meters)                     GEOID18
 PT0561  DYNAMIC HEIGHT  -        723.412 (meters)     2373.39  (feet) COMP
 PT0561  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 PT0561
 PT0561  VERT ORDER      -  FIRST     CLASS II
 PT0561
 PT0561.The horizontal coordinates were determined by differentially corrected
 PT0561.hand held GPS observations or other comparable positioning techniques
 PT0561.and have an estimated accuracy of +/- 3 meters.
 PT0561
 PT0561.The orthometric height was determined by differential leveling and
 PT0561.adjusted by the NATIONAL GEODETIC SURVEY
 PT0561.in June 1991.
 PT0561
 PT0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0561.GEOID18 height accuracy estimate available here.
 PT0561
 PT0561.Click photographs - Photos may exist for this station.
 PT0561
 PT0561.The dynamic height is computed by dividing the NAVD 88
 PT0561.geopotential number by the normal gravity value computed on the
 PT0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0561.degrees latitude (g = 980.6199 gals.).
 PT0561
 PT0561.The modeled gravity was interpolated from observed gravity values.
 PT0561
 PT0561;                    North         East    Units  Estimated Accuracy
 PT0561;SPC SD S     -   198,340.1     493,172.9     MT  (+/- 3 meters HH1 GPS) 
 PT0561
 PT0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8650387656(NAD 83)
 PT0561
 PT0561                          SUPERSEDED SURVEY CONTROL
 PT0561
 PT0561  NGVD 29 (??/??/92)  723.165  (m)         2372.58   (f) ADJ UNCH    1 2
 PT0561
 PT0561.Superseded values are not recommended for survey control.
 PT0561
 PT0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0561.See file dsdata.pdf to determine how the superseded data were derived.
 PT0561
 PT0561_MARKER: DR = REFERENCE MARK DISK
 PT0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0561_STAMPING: GRAVEL NO 1 1961
 PT0561_MARK LOGO: CGS
 PT0561_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0561+STABILITY: SURFACE MOTION
 PT0561
 PT0561  HISTORY     - Date     Condition        Report By
 PT0561  HISTORY     - 1961     MONUMENTED       CGS
 PT0561  HISTORY     - 1962     GOOD             CGS
 PT0561  HISTORY     - 1970     GOOD             NGS
 PT0561
 PT0561                          STATION DESCRIPTION
 PT0561
 PT0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0561'5 MI N FROM PHILIP.
 PT0561'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0561'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 141 FEET WEST OF
 PT0561'THE CENTERLINE OF THE HIGHWAY, 101.0 WEST OF GRAVEL 1961, 1
 PT0561'FOOT EAST OF A SNOW FENCE, AND SET IN THE TOP OF A CONCRETE
 PT0561'POST PROJECTING ABOUT 2 INCHES.  NOTE-- DUE TO HIGHWAY
 PT0561'IMPROVEMENTS THE MARK WILL BE DESTROYED.  IT WAS LEFT INTACT FOR
 PT0561'USE BY STATE HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM.
 PT0561'TRIANGULATION STATION, AND THE ELEVATION WAS TRANSFERRED FROM
 PT0561'STATION MARK GRAVEL TO STATION MARK GRAVEL 2 THENCE TO REFERENCE
 PT0561'MARKS NO. 3 AND NO. 4.  A DIFFERENCE OF 0.028 METERS WAS FOUND
 PT0561'BETWEEN THIS MARK AND STATION GRAVEL.
 PT0561
 PT0561                          STATION RECOVERY (1970)
 PT0561
 PT0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0558 ***********************************************************************
 PT0558  DESIGNATION -  GRAVEL RM 2
 PT0558  PID         -  PT0558
 PT0558  STATE/COUNTY-  SD/HAAKON
 PT0558  COUNTRY     -  US
 PT0558  USGS QUAD   -  PHILIP (2017)
 PT0558
 PT0558                         *CURRENT SURVEY CONTROL
 PT0558  ______________________________________________________________________
 PT0558* NAD 83(1986) POSITION- 44 06 40.04   (N) 101 40 02.82   (W)   HD_HELD1
 PT0558* NAVD 88 ORTHO HEIGHT -   724.745 (meters)     2377.77  (feet) ADJUSTED
 PT0558  ______________________________________________________________________
 PT0558  GEOID HEIGHT    -        -21.047 (meters)                     GEOID18
 PT0558  DYNAMIC HEIGHT  -        724.541 (meters)     2377.10  (feet) COMP
 PT0558  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 PT0558
 PT0558  VERT ORDER      -  FIRST     CLASS II
 PT0558
 PT0558.The horizontal coordinates were determined by differentially corrected
 PT0558.hand held GPS observations or other comparable positioning techniques
 PT0558.and have an estimated accuracy of +/- 3 meters.
 PT0558
 PT0558.The orthometric height was determined by differential leveling and
 PT0558.adjusted by the NATIONAL GEODETIC SURVEY
 PT0558.in June 1991.
 PT0558
 PT0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0558.GEOID18 height accuracy estimate available here.
 PT0558
 PT0558.Click photographs - Photos may exist for this station.
 PT0558
 PT0558.The dynamic height is computed by dividing the NAVD 88
 PT0558.geopotential number by the normal gravity value computed on the
 PT0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0558.degrees latitude (g = 980.6199 gals.).
 PT0558
 PT0558.The modeled gravity was interpolated from observed gravity values.
 PT0558
 PT0558;                    North         East    Units  Estimated Accuracy
 PT0558;SPC SD S     -   198,359.0     493,206.1     MT  (+/- 3 meters HH1 GPS) 
 PT0558
 PT0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8653687675(NAD 83)
 PT0558
 PT0558                          SUPERSEDED SURVEY CONTROL
 PT0558
 PT0558  NGVD 29 (??/??/92)  724.294  (m)         2376.29   (f) ADJ UNCH    1 2
 PT0558
 PT0558.Superseded values are not recommended for survey control.
 PT0558
 PT0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0558.See file dsdata.pdf to determine how the superseded data were derived.
 PT0558
 PT0558_MARKER: DR = REFERENCE MARK DISK
 PT0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0558_STAMPING: GRAVEL NO 2 1961
 PT0558_MARK LOGO: CGS
 PT0558_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0558+STABILITY: SURFACE MOTION
 PT0558
 PT0558  HISTORY     - Date     Condition        Report By
 PT0558  HISTORY     - 1961     MONUMENTED       CGS
 PT0558  HISTORY     - 1962     GOOD             CGS
 PT0558  HISTORY     - 1970     GOOD             NGS
 PT0558
 PT0558                          STATION DESCRIPTION
 PT0558
 PT0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0558'5 MI N FROM PHILIP.
 PT0558'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0558'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 57.0 FEET NORTH
 PT0558'OF GRAVEL 1961, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3
 PT0558'FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A FENCE, AND SET IN
 PT0558'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 PT0558'NOTE-- DUE TO HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.
 PT0558'IT WAS LEFT INTACT FOR USE BY THE STATE HIGHWAY DEPARTMENT,
 PT0558'AND WILL BE REMOVED BY THEM AT TIME OF CONSTRUCTION.
 PT0558'TRIANGULATION GRAVEL 2 1970 WAS SET APPROXIMATELY 0.25 MILE
 PT0558'TO THE WEST OF THIS STATION, AND THE ELEVATION WAS TRANSFERRED
 PT0558'FROM STATION GRAVEL TO STATION GRAVEL 2, THENCE TO REFERENCE
 PT0558'MARKS NO. 3 AND NO. 4.  A SMALL DIFFERENCE WAS FOUND BETWEEN
 PT0558'THIS MARK AND STATION GRAVEL.
 PT0558
 PT0558                          STATION RECOVERY (1970)
 PT0558
 PT0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0647 ***********************************************************************
 PS0647  DESIGNATION -  GRAY
 PS0647  PID         -  PS0647
 PS0647  STATE/COUNTY-  SD/HAND
 PS0647  COUNTRY     -  US
 PS0647  USGS QUAD   -  BURDETTE (2017)
 PS0647
 PS0647                         *CURRENT SURVEY CONTROL
 PS0647  ______________________________________________________________________
 PS0647* NAD 83(1996) POSITION- 44 42 03.73980(N) 098 50 45.88422(W)   ADJUSTED
 PS0647* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 PS0647  ______________________________________________________________________
 PS0647  GEOID HEIGHT    -        -24.431 (meters)                     GEOID18
 PS0647  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 PS0647  HORZ ORDER      -  FIRST
 PS0647
 PS0647.The horizontal coordinates were established by classical geodetic methods
 PS0647.and adjusted by the National Geodetic Survey in January 1998.
 PS0647
 PS0647.The orthometric height was scaled from a topographic map.
 PS0647
 PS0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0647.GEOID18 height accuracy estimate available here.
 PS0647
 PS0647.Click photographs - Photos may exist for this station.
 PS0647
 PS0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0647
 PS0647. The following values were computed from the NAD 83(1996) position.
 PS0647
 PS0647;                    North         East     Units Scale Factor Converg.
 PS0647;SPC SD N     -    97,072.966   691,447.949   MT  0.99995768   +0 49 00.0
 PS0647;SPC SD N     -   318,480.22  2,268,525.48   sFT  0.99995768   +0 49 00.0
 PS0647;UTM  14      - 4,949,751.998   512,194.254   MT  0.99960183   +0 06 29.8
 PS0647
 PS0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0647!SPC SD N     -   0.99993684  x   0.99995768  =   0.99989452
 PS0647!UTM  14      -   0.99993684  x   0.99960183  =   0.99953869
 PS0647
 PS0647:                Primary Azimuth Mark                     Grid Az
 PS0647:SPC SD N     -  GRAY AZ MK                               172 52 46.7
 PS0647:UTM  14      -  GRAY AZ MK                               173 35 16.9
 PS0647
 PS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1219449751(NAD 83)
 PS0647
 PS0647|---------------------------------------------------------------------|
 PS0647| PID    Reference Object                     Distance      Geod. Az  |
 PS0647|                                                           dddmmss.s |
 PS0647| PS0646 ST MICHAELS CATH CHURCH SPIRE       APPROX. 5.0 KM 0373319.0 |
 PS0647| PS0644 BURDETTE GERMAN LUTH CH SPIRE       APPROX.12.7 KM 0941925.9 |
 PS0647| PS0645 BURDETTE METH EPIS CH SPIRE         APPROX. 7.9 KM 0964529.4 |
 PS0647| CO5088 GRAY AZ MK                                         1734146.7 |
 PS0647| CO5089 GRAY RM 1                            47.890 METERS 24632     |
 PS0647| CO5091 GRAY RM 3                            30.370 METERS 34412     |
 PS0647| CO5090 GRAY RM 2                            30.187 METERS 34712     |
 PS0647|---------------------------------------------------------------------|
 PS0647
 PS0647                          SUPERSEDED SURVEY CONTROL
 PS0647
 PS0647  NAD 83(1986)-  44 42 03.73789(N)    098 50 45.88820(W) AD(       ) 1
 PS0647  NAD 27      -  44 42 03.81800(N)    098 50 44.52600(W) AD(       ) 1
 PS0647
 PS0647.Superseded values are not recommended for survey control.
 PS0647
 PS0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0647.See file dsdata.pdf to determine how the superseded data were derived.
 PS0647
 PS0647_MARKER: DS = TRIANGULATION STATION DISK
 PS0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0647_STAMPING: GRAY 1934
 PS0647_MARK LOGO: CGS
 PS0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0647+STABILITY: SURFACE MOTION
 PS0647
 PS0647  HISTORY     - Date     Condition        Report By
 PS0647  HISTORY     - 1934     MONUMENTED       CGS
 PS0647  HISTORY     - 1951     GOOD             CGS
 PS0647  HISTORY     - 1965     GOOD             USGS
 PS0647
 PS0647                          STATION DESCRIPTION
 PS0647
 PS0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0647'STATION IS LOCATED IN SEC. 11, T 114 N, R 67 W, IN HOLDEN
 PS0647'TOWNSHIP, ON PROPERTY OWNED BY MR. CHARLES E. GRAY.  IT IS
 PS0647'24 FEET W OF THE CENTER LINE OF ROAD, 1 FOOT E OF FENCE,
 PS0647'233 FEET N OF N SIDE OF MR. GRAYS HOUSE.
 PS0647'
 PS0647'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0647'BRONZE DISKS SET IN CONCRETE.
 PS0647'
 PS0647'REFERENCE MARK NO. 1 IS W BY S OF STATION, 118 FEET N OF
 PS0647'WINDMILL, AT SE CORNER OF MAIN BARN.
 PS0647'
 PS0647'REFERENCE MARK NO. 2 IS N BY W OF STATION, 1 FOOT S OF FENCE,
 PS0647'21 FEET W OF FENCE, 46 FEET W OF CENTER LINE OF ROAD.
 PS0647'
 PS0647'AZIMUTH MARK IS S BY E OF STATION, 0.5 FOOT N OF FENCE, 30 FEET
 PS0647'S OF CENTER LINE OF ROAD.
 PS0647'
 PS0647'TO REACH THE AZIMUTH MARK FROM STATION, GO S FOR 0.55 MILE,
 PS0647'THENCE LEFT (E) 0.05 MILE TO MARK ON S SIDE OF ROAD.
 PS0647'
 PS0647'TO REACH THE STATION FROM MAIN STORE IN BURDETTE, GO W ON GRAVEL
 PS0647'ROAD 0.25 MILE, THENCE RIGHT (N) 0.2 MILE, THENCE LEFT (W)
 PS0647'2.0 MILES THENCE LEFT (S) 0.5 MILE TO MARK IN FENCE LINE
 PS0647'JUST BEFORE REACHING MR. GRAYS HOUSE.
 PS0647'
 PS0647'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 PS0647
 PS0647                          STATION RECOVERY (1951)
 PS0647
 PS0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0647'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PS0647'TO BE IN GOOD CONDITION.  UPON REQUEST OF LAND OWNER REFERENCE
 PS0647'MARK NO. 2 WAS REMOVED AND REFERENCE MARK NO. 3 WAS ESTABLISHED.
 PS0647'THE MARK IS 46 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD
 PS0647'AND 17 FEET WEST OF FENCE CORNER.  THE MARK PROJECTS ABOUT
 PS0647'8 INCHES AND THE DISK IS STAMPED GRAY NO 3 1951.
 PS0647'ALL DIRECTIONS CHECKED BUT A DIFFERENCE WAS FOUND IN THE
 PS0647'DISTANCE TO REFERENCE MARK NO. 1.
 PS0647'
 PS0647'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE ROUTE
 PS0647'45 IN MILLER GO NORTH ON STATE ROUTE 45 FOR 9.7 MILES TO
 PS0647'CROSSROADS.  TURN RIGHT AND GO EAST FOR 7.0 MILES TO CROSS
 PS0647'ROADS.  TURN LEFT AND GO NORTH FOR 2.55 MILES TO STATION ON
 PS0647'LEFT OR WEST SIDE OF ROAD AS DESCRIBED.  ORIGINAL DESCRIPTION
 PS0647'TO REACH AZIMUTH MARK IS ADEQUATE.
 PS0647'
 PS0647'1951 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 PS0647
 PS0647                          STATION RECOVERY (1965)
 PS0647
 PS0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LBR)
 PS0647'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION EXCEPT
 PS0647'THAT IT IS NOW 4 FT. E EAST OF FENCE.  USC AND GS WITNESS
 PS0647'POST ERECTED 4 FT. WEST OF STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2379 ***********************************************************************
 PU2379  DESIGNATION -  GRAY
 PU2379  PID         -  PU2379
 PU2379  STATE/COUNTY-  SD/BUTTE
 PU2379  COUNTRY     -  US
 PU2379  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU2379
 PU2379                         *CURRENT SURVEY CONTROL
 PU2379  ______________________________________________________________________
 PU2379* NAD 83(1996) POSITION- 44 38 34.55979(N) 103 53 27.94767(W)   ADJUSTED
 PU2379* NAVD 88 ORTHO HEIGHT -   989.    (meters)     3245.    (feet) SCALED
 PU2379  ______________________________________________________________________
 PU2379  GEOID HEIGHT    -        -15.178 (meters)                     GEOID18
 PU2379  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 PU2379  HORZ ORDER      -  SECOND
 PU2379
 PU2379.The horizontal coordinates were established by classical geodetic methods
 PU2379.and adjusted by the National Geodetic Survey in January 1998.
 PU2379
 PU2379.The orthometric height was scaled from a topographic map.
 PU2379
 PU2379.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2379.GEOID18 height accuracy estimate available here.
 PU2379
 PU2379.Click photographs - Photos may exist for this station.
 PU2379
 PU2379.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2379
 PU2379. The following values were computed from the NAD 83(1996) position.
 PU2379
 PU2379;                    North         East     Units Scale Factor Converg.
 PU2379;SPC SD N     -    97,381.499   291,429.648   MT  0.99996435   -2 45 14.0
 PU2379;SPC SD N     -   319,492.47    956,132.10   sFT  0.99996435   -2 45 14.0
 PU2379;UTM  13      - 4,943,884.078   587,939.755   MT  0.99969510   +0 46 45.3
 PU2379
 PU2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2379!SPC SD N     -   0.99984741  x   0.99996435  =   0.99981177
 PU2379!UTM  13      -   0.99984741  x   0.99969510  =   0.99954256
 PU2379
 PU2379:                Primary Azimuth Mark                     Grid Az
 PU2379:SPC SD N     -  BELLE FOURCHE RAD STA KBFS MST           048 36 13.2
 PU2379:UTM  13      -  BELLE FOURCHE RAD STA KBFS MST           045 04 13.9
 PU2379
 PU2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8793943884(NAD 83)
 PU2379
 PU2379|---------------------------------------------------------------------|
 PU2379| PID    Reference Object                     Distance      Geod. Az  |
 PU2379|                                                           dddmmss.s |
 PU2379| PU2372 BELLE FOURCHE RAD STA KBFS MST      APPROX. 3.8 KM 0455059.2 |
 PU2379| CQ3843 GRAY RM 1                             9.718 METERS 04646     |
 PU2379| CQ3844 GRAY RM 2                            11.874 METERS 12913     |
 PU2379|---------------------------------------------------------------------|
 PU2379
 PU2379                          SUPERSEDED SURVEY CONTROL
 PU2379
 PU2379  NAD 83(1993)-  44 38 34.55434(N)    103 53 27.94925(W) AD(       ) 2
 PU2379  NAD 83(1986)-  44 38 34.54847(N)    103 53 27.94173(W) AD(       ) 2
 PU2379  NAD 27      -  44 38 34.60650(N)    103 53 26.20220(W) AD(       ) 2
 PU2379
 PU2379.Superseded values are not recommended for survey control.
 PU2379
 PU2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2379.See file dsdata.pdf to determine how the superseded data were derived.
 PU2379
 PU2379_MARKER: DS = TRIANGULATION STATION DISK
 PU2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2379_STAMPING: GRAY 1962
 PU2379_MARK LOGO: CGS
 PU2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2379+STABILITY: SURFACE MOTION
 PU2379
 PU2379  HISTORY     - Date     Condition        Report By
 PU2379  HISTORY     - 1962     MONUMENTED       CGS
 PU2379
 PU2379                          STATION DESCRIPTION
 PU2379
 PU2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2379'THE STATION IS LOCATED 11 MILES NORTH OF SPEARFISH, 8 MILES
 PU2379'EAST OF THE SOUTH DAKOTA-WYOMING STATE LINE, 2-1/2 MILES SOUTHWEST
 PU2379'OF BELLE FOURCHE, IN SECTION 20, T. 8 N., R. 2 E., ON THE WEST
 PU2379'END OF A GRASSY RIDGE.
 PU2379'
 PU2379'TO REACH THE STATION FROM THE COURTHOUSE IN BELLE FOURCHE, GO
 PU2379'SOUTH ON U.S. HIGHWAY 85 FOR 1.5 MILES TO THE JUNCTION OF STATE
 PU2379'HIGHWAY 34.  TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 34
 PU2379'FOR 1.5 MILES TO A WIRE GATE ON THE LEFT AND A DRIVEWAY ON THE
 PU2379'RIGHT.  TURN LEFT THROUGH THE WIRE GATE, THEN TURN RIGHT AND
 PU2379'GO WEST ON A DIM TRACK ROAD FOR 0.15 MILE TO THE WEST SIDE OF A
 PU2379'SMALL RAVINE.  TURN LEFT AND GO SOUTH ACROSS AN OPEN PASTURE
 PU2379'FOR 0.35 MILE TO THE WEST END OF THE RIDGE AND THE STATION AS
 PU2379'DESCRIBED.
 PU2379'
 PU2379'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2379'12-INCH CONCRETE CYLINDER WHICH PROJECTS 8 INCHES AND IS STAMPED
 PU2379'GRAY 1962.  IT IS 158 FEET WEST OF A POWER POLE.
 PU2379'
 PU2379'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2379'12-INCH CONCRETE CYLINDER WHICH PROJECTS 9 INCHES AND IS STAMPED
 PU2379'GRAY NO 1 1962.  IT IS 1 FOOT HIGHER IN ELEVATION THAN THE
 PU2379'STATION MARK.
 PU2379'
 PU2379'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2379'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 PU2379'STAMPED GRAY NO 2 1962.  IT IS 5 FEET LOWER IN ELEVATION THAN
 PU2379'THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0889 ***********************************************************************
 QS0889  DESIGNATION -  GREEN
 QS0889  PID         -  QS0889
 QS0889  STATE/COUNTY-  SD/DEWEY
 QS0889  COUNTRY     -  US
 QS0889  USGS QUAD   -  LANTRY SE (2017)
 QS0889
 QS0889                         *CURRENT SURVEY CONTROL
 QS0889  ______________________________________________________________________
 QS0889* NAD 83(1996) POSITION- 45 07 16.11384(N) 101 17 51.02263(W)   ADJUSTED
 QS0889* NAVD 88 ORTHO HEIGHT -   714.71  (+/-2cm)     2344.8   (feet) VERTCON3
 QS0889  ______________________________________________________________________
 QS0889  GEOID HEIGHT    -        -21.090 (meters)                     GEOID18
 QS0889  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 QS0889  HORZ ORDER      -  FIRST
 QS0889  VERT ORDER      -  THIRD ? (See Below)
 QS0889
 QS0889.The horizontal coordinates were established by classical geodetic methods
 QS0889.and adjusted by the National Geodetic Survey in January 1998.
 QS0889
 QS0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0889
 QS0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0889.GEOID18 height accuracy estimate available here.
 QS0889
 QS0889.The vertical order pertains to the NGVD 29 superseded value.
 QS0889
 QS0889.Click photographs - Photos may exist for this station.
 QS0889
 QS0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0889
 QS0889. The following values were computed from the NAD 83(1996) position.
 QS0889
 QS0889;                    North         East     Units Scale Factor Converg.
 QS0889;SPC SD N     -   143,922.818   497,922.056   MT  0.99993986   -0 55 05.9
 QS0889;SPC SD N     -   472,186.78  1,633,599.28   sFT  0.99993986   -0 55 05.9
 QS0889;UTM  14      - 4,998,975.830   319,303.480   MT  1.00000149   -1 37 42.4
 QS0889
 QS0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0889!SPC SD N     -   0.99989126  x   0.99993986  =   0.99983113
 QS0889!UTM  14      -   0.99989126  x   1.00000149  =   0.99989275
 QS0889
 QS0889:                Primary Azimuth Mark                     Grid Az
 QS0889:SPC SD N     -  GREEN AZ MK                              227 17 49.7
 QS0889:UTM  14      -  GREEN AZ MK                              228 00 26.2
 QS0889
 QS0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1930398975(NAD 83)
 QS0889
 QS0889|---------------------------------------------------------------------|
 QS0889| PID    Reference Object                     Distance      Geod. Az  |
 QS0889|                                                           dddmmss.s |
 QS0889| CQ7727 GREEN RM 1                           23.647 METERS 07815     |
 QS0889| CQ7726 GREEN AZ MK                                        2262243.8 |
 QS0889| CQ7728 GREEN RM 2                           17.300 METERS 34635     |
 QS0889|---------------------------------------------------------------------|
 QS0889
 QS0889                          SUPERSEDED SURVEY CONTROL
 QS0889
 QS0889  NAD 83(1986)-  45 07 16.10616(N)    101 17 51.02196(W) AD(       ) 1
 QS0889  NAD 27      -  45 07 16.18000(N)    101 17 49.46600(W) AD(       ) 1
 QS0889  NGVD 29             714.23   (m)         2343.3    (f) LEVELING    3  
 QS0889
 QS0889.Superseded values are not recommended for survey control.
 QS0889
 QS0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0889.See file dsdata.pdf to determine how the superseded data were derived.
 QS0889
 QS0889_MARKER: DS = TRIANGULATION STATION DISK
 QS0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0889_STAMPING: GREEN 1938
 QS0889_MARK LOGO: CGS
 QS0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0889+STABILITY: SURFACE MOTION
 QS0889
 QS0889  HISTORY     - Date     Condition        Report By
 QS0889  HISTORY     - 1938     MONUMENTED       CGS
 QS0889  HISTORY     - 1945     GOOD             CGS
 QS0889  HISTORY     - 1952     GOOD             CGS
 QS0889
 QS0889                          STATION DESCRIPTION
 QS0889
 QS0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0889'STATION GREEN IS LOCATED IN THE NW PART OF SOUTH DAKOTA,
 QS0889'IN THE SW PART OF DEWEY COUNTY.  IT IS ABOUT 9 MILES AIRLINE
 QS0889'NW OF EAGLE BUTTE, ABOUT 10 MILES AIRLINE NE OF LANTRY, AND
 QS0889'ABOUT 15-1/2 MILES AIRLINE NEE OF DUPREE.
 QS0889'
 QS0889'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 QS0889'DISKS SET IN CONCRETE.
 QS0889'
 QS0889'STATION GREEN IS REACHED FROM THE SCHOOL IN LANTRY BY GOING
 QS0889'E ON U.S. HIGHWAY 212 FOR 6-1/2 MILES OR 1.7 MILES PAST THE
 QS0889'FOX RIDGE SCHOOL ON THE RIGHT.  TURN LEFT, N, ON DIRT CROSS
 QS0889'ROAD AND GO 2.0 MILES AND TURN LEFT.  GO 0.1 MILE AND TURN
 QS0889'RIGHT, N, GO 5-1/2 MILES AND TURN RIGHT ACROSS FIELD.  THE
 QS0889'AZIMUTH MARK IS LOCATED HERE, 35 FEET E OF THE ROAD AND 10
 QS0889'FEET S OF A FENCE CORNER.  GO 0.3 MILE ACROSS FIELD TO TOP
 QS0889'OF KNOLL AND STATION SITE.
 QS0889'
 QS0889'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 QS0889
 QS0889                          STATION RECOVERY (1945)
 QS0889
 QS0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0889'THE STATION WAS RECOVERED AS DESCRIBED IN 1938 BY W.R.P.
 QS0889'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A COMPLETE
 QS0889'NEW DESCRIPTION FOLLOWS--
 QS0889'
 QS0889'THE STATION IS LOCATED ABOUT 9 MILES NW OF THE VILLAGE OF
 QS0889'EAGLE BUTTE AND 10 MILES N OF THE VILLAGE OF LANTRY.  IT IS ON
 QS0889'THE SUMMIT OF A PROMINENT HILL AND IN PASTURE LAND, 0.4 MILE E OF
 QS0889'A GRADED DIRT ROAD, AND 8 FEET W OF A STANDARD WITNESS POST.
 QS0889'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GREEN 1938.
 QS0889'
 QS0889'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 QS0889'DISKS.
 QS0889'
 QS0889'REFERENCE MARK 1 IS 23.652 METERS (77.60 FEET) E OF THE
 QS0889'STATION AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 QS0889'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GREEN
 QS0889'NO 1 1938.
 QS0889'
 QS0889'REFERENCE MARK 2 IS 17.315 METERS (56.82 FEET) N OF THE STATION
 QS0889'AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 QS0889'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GREEN
 QS0889'NO 2 1938.
 QS0889'
 QS0889'THE AZIMUTH MARK IS 0.4 MILE SW OF THE STATION, 35 FEET E
 QS0889'OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, 9 FEET
 QS0889'S OF A FENCE CORNER POST, AND 3 FEET W OF A N-S FENCE LINE.
 QS0889'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GREEN 1938.
 QS0889'
 QS0889'TO REACH THE STATION FROM THE EAGLE BUTTE POST OFFICE, GO
 QS0889'N 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 212, TURN LEFT
 QS0889'ON HIGHWAY 212 AND GO 1.0 MILE TO A DIRT T-ROAD RIGHT, TURN
 QS0889'RIGHT AND GO N FOR 3.0 MILES TO A T-ROAD LEFT, TURN LEFT AND
 QS0889'GO W AND N FOR 5.0 MILES TO WHERE THE ROAD TURNS SHARP RIGHT,
 QS0889'TURN RIGHT AND GO 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT
 QS0889'AS DESCRIBED.  CONTINUE NE ACROSS PASTURE LAND FOR 0.4 MILE
 QS0889'TO THE SUMMIT OF HILL AND STATION.
 QS0889'
 QS0889'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 QS0889
 QS0889                          STATION RECOVERY (1952)
 QS0889
 QS0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0889'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0889'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QS0889'
 QS0889'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1885 ***********************************************************************
 PU1885  DESIGNATION -  GREG
 PU1885  PID         -  PU1885
 PU1885  STATE/COUNTY-  SD/BUTTE
 PU1885  COUNTRY     -  US
 PU1885  USGS QUAD   -  ARPAN (2017)
 PU1885
 PU1885                         *CURRENT SURVEY CONTROL
 PU1885  ______________________________________________________________________
 PU1885* NAD 83(1986) POSITION- 44 46 14.     (N) 103 38 57.     (W)   SCALED
 PU1885* NAVD 88 ORTHO HEIGHT -   879.075 (meters)     2884.10  (feet) ADJUSTED
 PU1885  ______________________________________________________________________
 PU1885  GEOID HEIGHT    -        -15.930 (meters)                     GEOID18
 PU1885  DYNAMIC HEIGHT  -        878.849 (meters)     2883.36  (feet) COMP
 PU1885  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU1885
 PU1885  VERT ORDER      -  SECOND    CLASS 0
 PU1885
 PU1885.The horizontal coordinates were scaled from a map and have
 PU1885.an estimated accuracy of +/- 6 seconds.
 PU1885
 PU1885.The orthometric height was determined by differential leveling and
 PU1885.adjusted by the NATIONAL GEODETIC SURVEY
 PU1885.in June 1991.
 PU1885
 PU1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1885.GEOID18 height accuracy estimate available here.
 PU1885
 PU1885.Click photographs - Photos may exist for this station.
 PU1885
 PU1885.The dynamic height is computed by dividing the NAVD 88
 PU1885.geopotential number by the normal gravity value computed on the
 PU1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1885.degrees latitude (g = 980.6199 gals.).
 PU1885
 PU1885.The modeled gravity was interpolated from observed gravity values.
 PU1885
 PU1885;                    North         East    Units  Estimated Accuracy
 PU1885;SPC SD N     -   110,660.      311,240.      MT  (+/- 180 meters Scaled)
 PU1885
 PU1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK068583(NAD 83)
 PU1885
 PU1885                          SUPERSEDED SURVEY CONTROL
 PU1885
 PU1885  NGVD 29 (??/??/92)  878.595  (m)         2882.52   (f) ADJ UNCH    2 0
 PU1885
 PU1885.Superseded values are not recommended for survey control.
 PU1885
 PU1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1885.See file dsdata.pdf to determine how the superseded data were derived.
 PU1885
 PU1885_MARKER: DS = TRIANGULATION STATION DISK
 PU1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1885_STAMPING: GREG 1962
 PU1885_MARK LOGO: CGS
 PU1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1885+STABILITY: SURFACE MOTION
 PU1885
 PU1885  HISTORY     - Date     Condition        Report By
 PU1885  HISTORY     - 1962     MONUMENTED       CGS
 PU1885  HISTORY     - 1963     GOOD             CGS
 PU1885
 PU1885                          STATION DESCRIPTION
 PU1885
 PU1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1885'12.4 MI NW FROM NISLAND.
 PU1885'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1885'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1885'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1885'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1885'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1885'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1885'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1885'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1885'28 FEET WEST OF THE CENTERLINE OF THE ROAD, 60.5 FEET NORTH OF
 PU1885'R.M. 2, 60.0 FEET WEST ACROSS THE ROAD FROM R.M. 1, 17 FEET SOUTH
 PU1885'OF THE SOUTH END OF A GATE, 8.0 FEET SOUTHEAST OF A TELEPHONE
 PU1885'POLE, 8.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 PU1885'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1885'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1883 ***********************************************************************
 PU1883  DESIGNATION -  GREG RM 1
 PU1883  PID         -  PU1883
 PU1883  STATE/COUNTY-  SD/BUTTE
 PU1883  COUNTRY     -  US
 PU1883  USGS QUAD   -  ARPAN (2017)
 PU1883
 PU1883                         *CURRENT SURVEY CONTROL
 PU1883  ______________________________________________________________________
 PU1883* NAD 83(1986) POSITION- 44 46 14.     (N) 103 38 57.     (W)   SCALED
 PU1883* NAVD 88 ORTHO HEIGHT -   879.107 (meters)     2884.20  (feet) ADJUSTED
 PU1883  ______________________________________________________________________
 PU1883  GEOID HEIGHT    -        -15.930 (meters)                     GEOID18
 PU1883  DYNAMIC HEIGHT  -        878.881 (meters)     2883.46  (feet) COMP
 PU1883  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU1883
 PU1883  VERT ORDER      -  SECOND    CLASS 0
 PU1883
 PU1883.The horizontal coordinates were scaled from a map and have
 PU1883.an estimated accuracy of +/- 6 seconds.
 PU1883
 PU1883.The orthometric height was determined by differential leveling and
 PU1883.adjusted by the NATIONAL GEODETIC SURVEY
 PU1883.in June 1991.
 PU1883
 PU1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1883.GEOID18 height accuracy estimate available here.
 PU1883
 PU1883.Click photographs - Photos may exist for this station.
 PU1883
 PU1883.The dynamic height is computed by dividing the NAVD 88
 PU1883.geopotential number by the normal gravity value computed on the
 PU1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1883.degrees latitude (g = 980.6199 gals.).
 PU1883
 PU1883.The modeled gravity was interpolated from observed gravity values.
 PU1883
 PU1883;                    North         East    Units  Estimated Accuracy
 PU1883;SPC SD N     -   110,660.      311,240.      MT  (+/- 180 meters Scaled)
 PU1883
 PU1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK068583(NAD 83)
 PU1883
 PU1883                          SUPERSEDED SURVEY CONTROL
 PU1883
 PU1883  NGVD 29 (??/??/92)  878.628  (m)         2882.63   (f) ADJ UNCH    2 0
 PU1883
 PU1883.Superseded values are not recommended for survey control.
 PU1883
 PU1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1883.See file dsdata.pdf to determine how the superseded data were derived.
 PU1883
 PU1883_MARKER: DR = REFERENCE MARK DISK
 PU1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1883_STAMPING: GREG NO 1 1962
 PU1883_MARK LOGO: CGS
 PU1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1883+STABILITY: SURFACE MOTION
 PU1883
 PU1883  HISTORY     - Date     Condition        Report By
 PU1883  HISTORY     - 1962     MONUMENTED       CGS
 PU1883  HISTORY     - 1963     GOOD             CGS
 PU1883
 PU1883                          STATION DESCRIPTION
 PU1883
 PU1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1883'12.4 MI NW FROM NISLAND.
 PU1883'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1883'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1883'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1883'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1883'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1883'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1883'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1883'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1883'32 FEET EAST OF THE CENTERLINE OF THE ROAD, 88.0 FEET NORTHEAST
 PU1883'ACROSS THE ROAD FROM R.M. 2, 60.0 FEET EAST ACROSS THE ROAD FROM
 PU1883'THE STATION MARK, 1.0 FOOT WEST OF A NORTH-SOUTH FENCE, ABOUT
 PU1883'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1883'PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1884 ***********************************************************************
 PU1884  DESIGNATION -  GREG RM 2
 PU1884  PID         -  PU1884
 PU1884  STATE/COUNTY-  SD/BUTTE
 PU1884  COUNTRY     -  US
 PU1884  USGS QUAD   -  ARPAN (2017)
 PU1884
 PU1884                         *CURRENT SURVEY CONTROL
 PU1884  ______________________________________________________________________
 PU1884* NAD 83(1986) POSITION- 44 46 14.     (N) 103 38 57.     (W)   SCALED
 PU1884* NAVD 88 ORTHO HEIGHT -   879.061 (meters)     2884.05  (feet) ADJUSTED
 PU1884  ______________________________________________________________________
 PU1884  GEOID HEIGHT    -        -15.930 (meters)                     GEOID18
 PU1884  DYNAMIC HEIGHT  -        878.835 (meters)     2883.31  (feet) COMP
 PU1884  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU1884
 PU1884  VERT ORDER      -  SECOND    CLASS 0
 PU1884
 PU1884.The horizontal coordinates were scaled from a map and have
 PU1884.an estimated accuracy of +/- 6 seconds.
 PU1884
 PU1884.The orthometric height was determined by differential leveling and
 PU1884.adjusted by the NATIONAL GEODETIC SURVEY
 PU1884.in June 1991.
 PU1884
 PU1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1884.GEOID18 height accuracy estimate available here.
 PU1884
 PU1884.Click photographs - Photos may exist for this station.
 PU1884
 PU1884.The dynamic height is computed by dividing the NAVD 88
 PU1884.geopotential number by the normal gravity value computed on the
 PU1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1884.degrees latitude (g = 980.6199 gals.).
 PU1884
 PU1884.The modeled gravity was interpolated from observed gravity values.
 PU1884
 PU1884;                    North         East    Units  Estimated Accuracy
 PU1884;SPC SD N     -   110,660.      311,240.      MT  (+/- 180 meters Scaled)
 PU1884
 PU1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK068583(NAD 83)
 PU1884
 PU1884                          SUPERSEDED SURVEY CONTROL
 PU1884
 PU1884  NGVD 29 (??/??/92)  878.582  (m)         2882.48   (f) ADJ UNCH    2 0
 PU1884
 PU1884.Superseded values are not recommended for survey control.
 PU1884
 PU1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1884.See file dsdata.pdf to determine how the superseded data were derived.
 PU1884
 PU1884_MARKER: DR = REFERENCE MARK DISK
 PU1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1884_STAMPING: GREG NO 2 1962
 PU1884_MARK LOGO: CGS
 PU1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1884+STABILITY: SURFACE MOTION
 PU1884
 PU1884  HISTORY     - Date     Condition        Report By
 PU1884  HISTORY     - 1962     MONUMENTED       CGS
 PU1884  HISTORY     - 1963     GOOD             CGS
 PU1884
 PU1884                          STATION DESCRIPTION
 PU1884
 PU1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1884'12.4 MI NW FROM NISLAND.
 PU1884'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1884'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1884'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1884'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1884'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1884'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1884'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1884'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1884'33.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 88.0 FEET SOUTHWEST
 PU1884'OF R.M. 1, 60.5 FEET SOUTH OF THE STATION MARK, 1.5 FEET EAST
 PU1884'OF A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1884'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0901 ***********************************************************************
 OR0901  DESIGNATION -  GREGORY CATH CH OF ST JOSEPH
 OR0901  PID         -  OR0901
 OR0901  STATE/COUNTY-  SD/GREGORY
 OR0901  COUNTRY     -  US
 OR0901  USGS QUAD   -  GREGORY (2017)
 OR0901
 OR0901                         *CURRENT SURVEY CONTROL
 OR0901  ______________________________________________________________________
 OR0901* NAD 83(1996) POSITION- 43 13 51.08829(N) 099 25 57.35713(W)   ADJUSTED
 OR0901  ______________________________________________________________________
 OR0901  GEOID HEIGHT    -        -25.663 (meters)                     GEOID18
 OR0901  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 OR0901  HORZ ORDER      -  THIRD
 OR0901
 OR0901.The horizontal coordinates were established by classical geodetic methods
 OR0901.and adjusted by the National Geodetic Survey in January 1998.
 OR0901
 OR0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0901.GEOID18 height accuracy estimate available here.
 OR0901
 OR0901.Click photographs - Photos may exist for this station.
 OR0901
 OR0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0901
 OR0901. The following values were computed from the NAD 83(1996) position.
 OR0901
 OR0901;                    North         East     Units Scale Factor Converg.
 OR0901;SPC SD S     -   100,103.638   673,164.578   MT  0.99992961   +0 37 16.9
 OR0901;SPC SD S     -   328,423.35  2,208,540.79   sFT  0.99992961   +0 37 16.9
 OR0901;UTM  14      - 4,786,542.521   464,871.827   MT  0.99961518   -0 17 46.7
 OR0901
 OR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6487186542(NAD 83)
 OR0901
 OR0901                          SUPERSEDED SURVEY CONTROL
 OR0901
 OR0901  NAD 83(1995)-  43 13 51.08785(N)    099 25 57.35775(W) AD(       ) 3
 OR0901  NAD 83(1986)-  43 13 51.09421(N)    099 25 57.36243(W) AD(       ) 3
 OR0901  NAD 27      -  43 13 51.09200(N)    099 25 55.98100(W) AD(       ) 3
 OR0901
 OR0901.Superseded values are not recommended for survey control.
 OR0901
 OR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0901.See file dsdata.pdf to determine how the superseded data were derived.
 OR0901
 OR0901_MARKER: 90 = CHURCH SPIRE
 OR0901
 OR0901  HISTORY     - Date     Condition        Report By
 OR0901  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0901
 OR0901                          STATION DESCRIPTION
 OR0901
 OR0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0901'POINT OBSERVED UPON IS TIP OF SPIRE, CHURCH OF ST. JOSEPH
 OR0901'IN GREGORY, WHITE FRAME STRUCTURE WITH GREEN, TIN-SHINGLED
 OR0901'SPIRE WITH GOLD PAINTED CROSS ON TOP.  CHURCH IS 1 BLOCK WEST
 OR0901'OF MAIN STREET AND IS THE MIDDLE CHURCH OF THREE ON THIS STREET.
 OR0901'
 OR0901'STATION WAS OBSERVED UPON FROM DALLAS, DICKENS, AND LUCAS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0902 ***********************************************************************
 OR0902  DESIGNATION -  GREGORY METHODIST CHURCH SPIRE
 OR0902  PID         -  OR0902
 OR0902  STATE/COUNTY-  SD/GREGORY
 OR0902  COUNTRY     -  US
 OR0902  USGS QUAD   -  GREGORY (2017)
 OR0902
 OR0902                         *CURRENT SURVEY CONTROL
 OR0902  ______________________________________________________________________
 OR0902* NAD 83(1996) POSITION- 43 13 53.02276(N) 099 25 57.06178(W)   ADJUSTED
 OR0902  ______________________________________________________________________
 OR0902  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 OR0902  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 OR0902  HORZ ORDER      -  THIRD
 OR0902
 OR0902.The horizontal coordinates were established by classical geodetic methods
 OR0902.and adjusted by the National Geodetic Survey in January 1998.
 OR0902
 OR0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0902.GEOID18 height accuracy estimate available here.
 OR0902
 OR0902.Click photographs - Photos may exist for this station.
 OR0902
 OR0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0902
 OR0902. The following values were computed from the NAD 83(1996) position.
 OR0902
 OR0902;                    North         East     Units Scale Factor Converg.
 OR0902;SPC SD S     -   100,163.401   673,170.594   MT  0.99992955   +0 37 17.1
 OR0902;SPC SD S     -   328,619.42  2,208,560.52   sFT  0.99992955   +0 37 17.1
 OR0902;UTM  14      - 4,786,602.161   464,878.798   MT  0.99961517   -0 17 46.5
 OR0902
 OR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6487886602(NAD 83)
 OR0902
 OR0902                          SUPERSEDED SURVEY CONTROL
 OR0902
 OR0902  NAD 83(1995)-  43 13 53.02232(N)    099 25 57.06241(W) AD(       ) 3
 OR0902  NAD 83(1986)-  43 13 53.02875(N)    099 25 57.06714(W) AD(       ) 3
 OR0902  NAD 27      -  43 13 53.02600(N)    099 25 55.68600(W) AD(       ) 3
 OR0902
 OR0902.Superseded values are not recommended for survey control.
 OR0902
 OR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0902.See file dsdata.pdf to determine how the superseded data were derived.
 OR0902
 OR0902_MARKER: 90 = CHURCH SPIRE
 OR0902
 OR0902  HISTORY     - Date     Condition        Report By
 OR0902  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0902
 OR0902                          STATION DESCRIPTION
 OR0902
 OR0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0902'POINT OBSERVED UPON IS TIP OF SPIRE, 40 FEET HIGH.  CHURCH
 OR0902'(METHODIST EPISCOPAL) IS A WHITE FRAME STRUCTURE WITH SHINGLED
 OR0902'ROOF AND SPIRE, LOCATED 1 BLOCK WEST OF MAIN STREET OF GREGORY,
 OR0902'AND IS THE NORTHERNMOST CHURCH OF THREE IN THIS BLOCK.
 OR0902'
 OR0902'OBSERVED UPON FROM STATIONS, DALLAS, LUCAS, AND DICKENS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0899 ***********************************************************************
 OR0899  DESIGNATION -  GREGORY MUNICIPAL RES OR TANK
 OR0899  PID         -  OR0899
 OR0899  STATE/COUNTY-  SD/GREGORY
 OR0899  COUNTRY     -  US
 OR0899  USGS QUAD   -  GREGORY (2017)
 OR0899
 OR0899                         *CURRENT SURVEY CONTROL
 OR0899  ______________________________________________________________________
 OR0899* NAD 83(1996) POSITION- 43 14 23.64004(N) 099 26 05.85155(W)   ADJUSTED
 OR0899  ______________________________________________________________________
 OR0899  GEOID HEIGHT    -        -25.681 (meters)                     GEOID18
 OR0899  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 OR0899  HORZ ORDER      -  THIRD
 OR0899
 OR0899.The horizontal coordinates were established by classical geodetic methods
 OR0899.and adjusted by the National Geodetic Survey in January 1998.
 OR0899
 OR0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0899.GEOID18 height accuracy estimate available here.
 OR0899
 OR0899.Click photographs - Photos may exist for this station.
 OR0899
 OR0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0899
 OR0899. The following values were computed from the NAD 83(1996) position.
 OR0899
 OR0899;                    North         East     Units Scale Factor Converg.
 OR0899;SPC SD S     -   101,105.991   672,962.059   MT  0.99992856   +0 37 11.1
 OR0899;SPC SD S     -   331,711.91  2,207,876.36   sFT  0.99992856   +0 37 11.1
 OR0899;UTM  14      - 4,787,547.673   464,685.446   MT  0.99961534   -0 17 52.7
 OR0899
 OR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6468587547(NAD 83)
 OR0899
 OR0899                          SUPERSEDED SURVEY CONTROL
 OR0899
 OR0899  NAD 83(1995)-  43 14 23.63954(N)    099 26 05.85217(W) AD(       ) 3
 OR0899  NAD 83(1986)-  43 14 23.64632(N)    099 26 05.85703(W) AD(       ) 3
 OR0899  NAD 27      -  43 14 23.64400(N)    099 26 04.47600(W) AD(       ) 3
 OR0899
 OR0899.Superseded values are not recommended for survey control.
 OR0899
 OR0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0899.See file dsdata.pdf to determine how the superseded data were derived.
 OR0899
 OR0899_MARKER: 51 = TANK
 OR0899
 OR0899  HISTORY     - Date     Condition        Report By
 OR0899  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0899  HISTORY     - 1959     GOOD             CGS
 OR0899
 OR0899                          STATION DESCRIPTION
 OR0899
 OR0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0899'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL WATER TANK, SET
 OR0899'ON GROUND ON TOP OF LONE BUTTE AT SOUTH EDGE OF TOWN, WITH
 OR0899'CONCRETE RESERVOIR ON EACH SIDE, EACH HAVING SHINGLED CAP.
 OR0899'
 OR0899'OBSERVED UPON FROM STATIONS DALLAS, LUCAS, AND DICKENS.
 OR0899
 OR0899                          STATION RECOVERY (1959)
 OR0899
 OR0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 OR0899'THIS RESERVOIR WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 OR0899'WITH THE EXCEPTION THAT IT IS IN THE NORTHWEST EDGE OF TOWN
 OR0899'INSTEAD OF THE SOUTH EDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0424 ***********************************************************************
 QQ0424  DESIGNATION -  GRENVILLE ST JOSEPHS CATH CHURCH SPIRE
 QQ0424  PID         -  QQ0424
 QQ0424  STATE/COUNTY-  SD/DAY
 QQ0424  COUNTRY     -  US
 QQ0424  USGS QUAD   -  ROSLYN (2017)
 QQ0424
 QQ0424                         *CURRENT SURVEY CONTROL
 QQ0424  ______________________________________________________________________
 QQ0424* NAD 83(1996) POSITION- 45 27 54.65493(N) 097 23 08.23543(W)   ADJUSTED
 QQ0424  ______________________________________________________________________
 QQ0424  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 QQ0424  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 QQ0424  HORZ ORDER      -  THIRD
 QQ0424
 QQ0424.The horizontal coordinates were established by classical geodetic methods
 QQ0424.and adjusted by the National Geodetic Survey in January 1998.
 QQ0424
 QQ0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0424.GEOID18 height accuracy estimate available here.
 QQ0424
 QQ0424.Click photographs - Photos may exist for this station.
 QQ0424
 QQ0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0424
 QQ0424. The following values were computed from the NAD 83(1996) position.
 QQ0424
 QQ0424;                    North         East     Units Scale Factor Converg.
 QQ0424;SPC SD N     -   184,639.513   804,418.056   MT  0.99996519   +1 51 01.1
 QQ0424;SPC SD N     -   605,771.47  2,639,161.57   sFT  0.99996519   +1 51 01.1
 QQ0424;UTM  14      - 5,035,895.879   626,203.738   MT  0.99979583   +1 09 03.3
 QQ0424
 QQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2620335895(NAD 83)
 QQ0424
 QQ0424                          SUPERSEDED SURVEY CONTROL
 QQ0424
 QQ0424  NAD 83(1986)-  45 27 54.65438(N)    097 23 08.22287(W) AD(       ) 3
 QQ0424  NAD 27      -  45 27 54.80724(N)    097 23 06.90186(W) AD(       ) 3
 QQ0424
 QQ0424.Superseded values are not recommended for survey control.
 QQ0424
 QQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0424.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0424
 QQ0424_MARKER: 90 = CHURCH SPIRE
 QQ0424
 QQ0424  HISTORY     - Date     Condition        Report By
 QQ0424  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0424
 QQ0424                          STATION DESCRIPTION
 QQ0424
 QQ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0424'THE STATION IS LOCATED IN THE VILLAGE OF GRENVILLE, ABOUT 120
 QQ0424'FEET EAST OF THE CENTER OF A GRAVELED STREET.  IT IS A WOODEN
 QQ0424'STRUCTURE PAINTED WHITE AND ABOUT 90 FEET HIGH.  THE POINT OBSERVED
 QQ0424'WAS THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0440 ***********************************************************************
 PS0440  DESIGNATION -  GREY
 PS0440  PID         -  PS0440
 PS0440  STATE/COUNTY-  SD/HUGHES
 PS0440  COUNTRY     -  US
 PS0440  USGS QUAD   -  JOE CREEK NW (2017)
 PS0440
 PS0440                         *CURRENT SURVEY CONTROL
 PS0440  ______________________________________________________________________
 PS0440* NAD 83(1996) POSITION- 44 11 13.34221(N) 099 52 32.89596(W)   ADJUSTED
 PS0440* NAVD 88 ORTHO HEIGHT -   519.091 (meters)     1703.05  (feet) ADJUSTED
 PS0440  ______________________________________________________________________
 PS0440  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 PS0440  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 PS0440  DYNAMIC HEIGHT  -        518.988 (meters)     1702.71  (feet) COMP
 PS0440  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 PS0440
 PS0440  HORZ ORDER      -  SECOND
 PS0440  VERT ORDER      -  FIRST     CLASS II
 PS0440
 PS0440.The horizontal coordinates were established by classical geodetic methods
 PS0440.and adjusted by the National Geodetic Survey in January 1998.
 PS0440
 PS0440.The orthometric height was determined by differential leveling and
 PS0440.adjusted by the NATIONAL GEODETIC SURVEY
 PS0440.in June 1991.
 PS0440
 PS0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0440.GEOID18 height accuracy estimate available here.
 PS0440
 PS0440.Click photographs - Photos may exist for this station.
 PS0440
 PS0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0440
 PS0440.The dynamic height is computed by dividing the NAVD 88
 PS0440.geopotential number by the normal gravity value computed on the
 PS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0440.degrees latitude (g = 980.6199 gals.).
 PS0440
 PS0440.The modeled gravity was interpolated from observed gravity values.
 PS0440
 PS0440. The following values were computed from the NAD 83(1996) position.
 PS0440
 PS0440;                    North         East     Units Scale Factor Converg.
 PS0440;SPC SD S     -   206,037.176   636,579.382   MT  0.99995610   +0 18 56.3
 PS0440;SPC SD S     -   675,973.63  2,088,510.86   sFT  0.99995610   +0 18 56.3
 PS0440;UTM  14      - 4,893,020.136   430,004.038   MT  0.99966026   -0 36 37.7
 PS0440
 PS0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0440!SPC SD S     -   0.99992238  x   0.99995610  =   0.99987849
 PS0440!UTM  14      -   0.99992238  x   0.99966026  =   0.99958267
 PS0440
 PS0440:                Primary Azimuth Mark                     Grid Az
 PS0440:SPC SD S     -  GREY AZ MK                               095 35 53.4
 PS0440:UTM  14      -  GREY AZ MK                               096 31 27.4
 PS0440
 PS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3000493020(NAD 83)
 PS0440
 PS0440|---------------------------------------------------------------------|
 PS0440| PID    Reference Object                     Distance      Geod. Az  |
 PS0440|                                                           dddmmss.s |
 PS0440| PS0439 GREY RM 1                            20.095 METERS 01834     |
 PS0440| PS0438 GREY AZ MK                                         0955449.7 |
 PS0440| PS0441 GREY RM 2                            14.493 METERS 14000     |
 PS0440|---------------------------------------------------------------------|
 PS0440
 PS0440                          SUPERSEDED SURVEY CONTROL
 PS0440
 PS0440  NAD 83(1986)-  44 11 13.33939(N)    099 52 32.90070(W) AD(       ) 2
 PS0440  NAD 27      -  44 11 13.39300(N)    099 52 31.47200(W) AD(       ) 2
 PS0440  NGVD 29 (??/??/92)  518.77   (m)         1702.0    (f) COMPUTED    1 2
 PS0440  NGVD 29             518.77   (m)         1702.0    (f) LEVELING    3  
 PS0440
 PS0440.Superseded values are not recommended for survey control.
 PS0440
 PS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0440.See file dsdata.pdf to determine how the superseded data were derived.
 PS0440
 PS0440_MARKER: DS = TRIANGULATION STATION DISK
 PS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0440_STAMPING: GREY 1948
 PS0440_MARK LOGO: CGS
 PS0440_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0440+STABILITY: SURFACE MOTION
 PS0440
 PS0440  HISTORY     - Date     Condition        Report By
 PS0440  HISTORY     - 1948     MONUMENTED       CGS
 PS0440  HISTORY     - 1949     GOOD             CGS
 PS0440  HISTORY     - 19841003 GOOD             NGS
 PS0440
 PS0440                          STATION DESCRIPTION
 PS0440
 PS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0440'LOCATED ABOUT 6-1/2 MILES SOUTH AND 2 MILES EAST OF THE DE GREY POST
 PS0440'OFFICE IN W.S. COOPER STORE, ON THE HIGHEST PART OF A SMALL KNOLL THAT
 PS0440'OVERLOOKS THE MISSOURI RIVER TO THE WEST AND THE SOUTH.  IN THE
 PS0440'NORTHWEST 1/4 OF SEC. 5, T108N, R75W ON THE CROW CREEK INDIAN
 PS0440'RESERVATION.  IT IS ABOUT 65 PACES SOUTH OF A TRACK ROAD AND 9 FEET
 PS0440'EAST OF A WHITE WITNESS POST.  IT PROJECTS ABOUT 6 INCHES AND THE DISC
 PS0440'IS STAMPED GREY 1948.
 PS0440'
 PS0440'REFERENCE MARK NO. 1 IS 65.93 FEET NORTH-NORTHEAST OF THE STATION, ON
 PS0440'THE WEST SLOPE OF THE SMALL CONNECTING RIDGE AND 31 PACES SOUTH OF A
 PS0440'TRACK ROAD.  IT PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED GREY
 PS0440'NO 1 1948.
 PS0440'
 PS0440'REFERENCE MARK NO. 2 IS 45.55 FEET SOUTHEAST OF THE STATION, ON THE
 PS0440'SOUTHEAST SLOPE OF THE KNOLL AND ABOUT 2 FEET LOWER THAN THE STATION
 PS0440'MARK.  IT PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED GREY NO 2
 PS0440'1948.
 PS0440'
 PS0440'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, IN THE EAST-WEST
 PS0440'FENCE, ABOUT 100 YARDS NORTH OF A GRADED DIRT ROAD AND 7 FEET WEST OF
 PS0440'A WHITE POST.  IT PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED GREY
 PS0440'1948.
 PS0440'
 PS0440'STATION WAS REACHED FROM THE DE GREY POST OFFICE IN M.S.  COOPER STORE
 PS0440'WHICH IS 23-1/2 MILES SOUTH AND EAST OF PIERRE, BY GOING EASTERLY ON
 PS0440'THE MAIN ROAD FOR 1.2 MILES TO A FORKS.  THEN RIGHT FORK AND FOLLOW
 PS0440'MAIN ROAD TO A RIGHT-ANGLE TURN IN THE ROAD.  THENCE RIGHT OR SOUTH
 PS0440'FOR 5.4 MILE TO A ROAD TO THE RIGHT.  TURN RIGHT OR WEST AND GO 1 MILE
 PS0440'TO A POINT WHERE THE MAIN ROAD TURNS SOUTH.  GO STRAIGHT AHEAD, THRU A
 PS0440'GATE, THEN LEFT AND FOLLOW MAIN TRACK ROAD SOUTHWESTERLY FOR 0.7 MILE
 PS0440'TO WHERE THE ROAD STARTS DOWN A STEEP GRADE.  THE STATION SITE IS
 PS0440'ABOUT 65 PACES SOUTH OF THIS POINT ON THE HIGHEST PART OF THE SMALL
 PS0440'KNOLL IN THAT DIRECTION.
 PS0440'
 PS0440'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST ALONG THE
 PS0440'EAST-WEST FENCE LINE FOR ABOUT 0.3 MILE TO THE MARK IN THE FENCE LINE.
 PS0440'
 PS0440'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PS0440
 PS0440                          STATION RECOVERY (1949)
 PS0440
 PS0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0440'7.5 MI NORTHWEST FROM JOE CREEK.  2.0 MILES WEST ALONG A DIRT ROAD
 PS0440'FROM THE POST OFFICE AT JOE CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD
 PS0440'ROAD, THENCE 0.7 MILE NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE
 PS0440'WEST ALONG A FIELD ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD,
 PS0440'THENCE 1.0 MILE WEST ALONG A FIELD ROAD, THENCE 0.6 MILE EAST ALONG A
 PS0440'DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.5
 PS0440'MILE WEST ALONG A FIELD ROAD, ON TOP OF A HILL, ABOUT 0.2 MILE
 PS0440'NORTHWEST OF THE DIRT ROAD, 109 FEET SOUTH OF THE CENTERLINE OF THE
 PS0440'FIELD ROAD, 138 FEET NORTH OF A POINT 397 FEET EAST OF THE CENTER OF
 PS0440'SECTION 5, T108N, R75W, 65 FEET SOUTH OF GREY RM 1, 48.1 FEET
 PS0440'NORTHWEST OF GREY R.M. 2, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0440'0.3 FOOT ABOVE THE GROUND.
 PS0440
 PS0440                          STATION RECOVERY (1984)
 PS0440
 PS0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0440'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 PS0440'CONDITION.  THE ROUTE TO THE STATION HAS GHANGED AND NEW DESCRIPTIVE
 PS0440'TEXT FOLLOWS.
 PS0440'
 PS0440'THE STATION IS LOCATED ABOUT 44 KM (27.35 MI) SOUTHEAST OF PIERRE,
 PS0440'36.5 KM (22.70 MI) SOUTH OF BLUNT AND 2.5 KM (1.55 MI) EAST OF THE
 PS0440'MISSOURI RIVER ON A GRASSY KNOLL ON THE CROW CREEK INDIAN RESERVATION.
 PS0440'
 PS0440'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 34 AND JOE CREEK
 PS0440'RECREATION AREA ROAD, WHICH IS ABOUT 40.2 KM (24.95 MI) SOUTHEAST OF
 PS0440'PIERRE, GO SOUTH ON JOE CREEK ROAD FOR 7.2 KM (4.45 MI) TO A FARMSTEAD
 PS0440'ON EACH SIDE AND A CROSSROAD.  CONTINUE SOUTH 1.6 KM (1.00 MI) TO A
 PS0440'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST 1.6 KM (1.00 MI) TO WHERE
 PS0440'ROAD TURNS SOUTH.  TURN SOUTH AND FOLLOW MAIN ROAD FOR 0.8 KM
 PS0440'(0.50 MI) TO A CATTLE GUARD, AND A GATE ON THE WEST SIDE OF IT.  PASS
 PS0440'THROUGH THE GATE AND GO WEST, ALONG NORTH SIDE OF FENCE, FOR 0.25 KM
 PS0440'(0.15 MI) TO THE AZIMUTH MARK.  CONTINUE WEST FOR 0.5 KM (0.30 MI) TO
 PS0440'THE STATION.
 PS0440'
 PS0440'THE STATION IS A STANDARD CGS DISK STAMPED GREY 1948.  RECOVERED AS
 PS0440'DESCRIBED.
 PS0440'
 PS0440'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED GREY NO 1 1948.
 PS0440'RECOVERED AS PREVIOUSLY DESCRIBED.
 PS0440'
 PS0440'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED GREY NO 2 1948.
 PS0440'RECOVERED AS PREVIOUSLY DESCRIBED.
 PS0440'
 PS0440'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED GREY 1948.
 PS0440'RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0438 ***********************************************************************
 PS0438  DESIGNATION -  GREY AZ MK
 PS0438  PID         -  PS0438
 PS0438  STATE/COUNTY-  SD/HUGHES
 PS0438  COUNTRY     -  US
 PS0438  USGS QUAD   -  JOE CREEK (2017)
 PS0438
 PS0438                         *CURRENT SURVEY CONTROL
 PS0438  ______________________________________________________________________
 PS0438* NAD 83(1986) POSITION- 44 11 11.     (N) 099 52 13.     (W)   SCALED
 PS0438* NAVD 88 ORTHO HEIGHT -   520.758 (meters)     1708.52  (feet) ADJUSTED
 PS0438  ______________________________________________________________________
 PS0438  GEOID HEIGHT    -        -24.060 (meters)                     GEOID18
 PS0438  DYNAMIC HEIGHT  -        520.654 (meters)     1708.18  (feet) COMP
 PS0438  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 PS0438
 PS0438  VERT ORDER      -  FIRST     CLASS II
 PS0438
 PS0438.The horizontal coordinates were scaled from a map and have
 PS0438.an estimated accuracy of +/- 6 seconds.
 PS0438
 PS0438.The orthometric height was determined by differential leveling and
 PS0438.adjusted by the NATIONAL GEODETIC SURVEY
 PS0438.in June 1991.
 PS0438
 PS0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0438.GEOID18 height accuracy estimate available here.
 PS0438
 PS0438.Click photographs - Photos may exist for this station.
 PS0438
 PS0438.The dynamic height is computed by dividing the NAVD 88
 PS0438.geopotential number by the normal gravity value computed on the
 PS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0438.degrees latitude (g = 980.6199 gals.).
 PS0438
 PS0438.The modeled gravity was interpolated from observed gravity values.
 PS0438
 PS0438;                    North         East    Units  Estimated Accuracy
 PS0438;SPC SD S     -   205,970.      637,020.      MT  (+/- 180 meters Scaled)
 PS0438
 PS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP304929(NAD 83)
 PS0438
 PS0438                          SUPERSEDED SURVEY CONTROL
 PS0438
 PS0438  NGVD 29 (??/??/92)  520.43   (m)         1707.4    (f) COMPUTED    1 2
 PS0438
 PS0438.Superseded values are not recommended for survey control.
 PS0438
 PS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0438.See file dsdata.pdf to determine how the superseded data were derived.
 PS0438
 PS0438_MARKER: DZ = AZIMUTH MARK DISK
 PS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0438_STAMPING: GREY 1948
 PS0438_MARK LOGO: CGS
 PS0438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0438+STABILITY: SURFACE MOTION
 PS0438
 PS0438  HISTORY     - Date     Condition        Report By
 PS0438  HISTORY     - 1948     MONUMENTED       CGS
 PS0438  HISTORY     - 1949     GOOD             CGS
 PS0438  HISTORY     - 19841003 GOOD             NGS
 PS0438
 PS0438                          STATION DESCRIPTION
 PS0438
 PS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0438'7.1 MI NW FROM JOE CREEK.
 PS0438'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0438'CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE 0.7
 PS0438'MILE NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE WEST ALONG
 PS0438'A FIELD ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, THENCE 1.0
 PS0438'MILE EAST ALONG A FIELD ROAD, THENCE 0.6 MILE EAST ALONG A DIRT
 PS0438'ROAD, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.1
 PS0438'MILE WEST ALONG A FIELD ROAD, 0.1 MILE WEST OF A CATTLE GUARD
 PS0438'AT THE CORNER OF THE 1/4 SECTION BETWEEN SECTION 4 AND 5, T. 108
 PS0438'N., R. 75 W., 362 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD,
 PS0438'0.5 FOOT NORTH OF A FENCE, 7.5 FEET WEST OF A REFERENCE POST,
 PS0438'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PS0438'THE GROUND.
 PS0438
 PS0438                          STATION RECOVERY (1984)
 PS0438
 PS0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0438'THE STATION IS LOCATED ABOUT 44.3 KM (27.50 MI) SOUTHEAST OF PIERRE,
 PS0438'36.5 KM (22.70 MI) SOUTH OF BLUNT AND 2.8 KM (1.75 MI) EAST OF THE
 PS0438'MISSOURI RIVER, ON THE CROW CREEK INDIAN RESERVATION.  TO REACH THE
 PS0438'STATION FROM THE JUNCTION OF HIGHWAY 34 AND JOE CREEK RECREATION AREA
 PS0438'ROAD, WHICH IS ABOUT 40.2 KM (24.95 MI) SOUTHEAST OF PIERRE, GO SOUTH
 PS0438'ON JOE CREEK ROAD FOR 8.9 KM (5.55 MI) TO A SIDE ROAD RIGHT.  TURN
 PS0438'RIGHT AND FOLLOW GRAVELED ROAD WEST AND SOUTH FOR 2.4 KM (1.50 MI) TO
 PS0438'A CATTLE GUARD AND GATE ON THE WEST SIDE OF IT.  PASS THROUGH GATE AND
 PS0438'GO WEST, ALONG THE NORTH SIDE OF A FENCE, FOR 0.25 KM (0.15 MI) TO THE
 PS0438'MARK IN THE FENCE LINE.  THE STATION IS A STANDARD CGS AZIMUTH DISK
 PS0438'STAMPED GREY 1948 SET INTO THE TOP OF A 30 CM (12 INCH) SQUARE
 PS0438'CONCRETE MONUMENT THAT PROJECTS 10 CM (4 INCHES) .  IT IS 2.3 M (7.5
 PS0438'FT) WEST OF A 4X4 POST, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND 0.2
 PS0438'M (0.7 FT) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0439 ***********************************************************************
 PS0439  DESIGNATION -  GREY RM 1
 PS0439  PID         -  PS0439
 PS0439  STATE/COUNTY-  SD/HUGHES
 PS0439  COUNTRY     -  US
 PS0439  USGS QUAD   -  JOE CREEK NW (2017)
 PS0439
 PS0439                         *CURRENT SURVEY CONTROL
 PS0439  ______________________________________________________________________
 PS0439* NAD 83(1986) POSITION- 44 11 13.96   (N) 099 52 32.61   (W)   HD_HELD1
 PS0439* NAVD 88 ORTHO HEIGHT -   518.537 (meters)     1701.23  (feet) ADJUSTED
 PS0439  ______________________________________________________________________
 PS0439  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 PS0439  DYNAMIC HEIGHT  -        518.434 (meters)     1700.90  (feet) COMP
 PS0439  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 PS0439
 PS0439  VERT ORDER      -  FIRST     CLASS II
 PS0439
 PS0439.The horizontal coordinates were determined by differentially corrected
 PS0439.hand held GPS observations or other comparable positioning techniques
 PS0439.and have an estimated accuracy of +/- 3 meters.
 PS0439
 PS0439.The orthometric height was determined by differential leveling and
 PS0439.adjusted by the NATIONAL GEODETIC SURVEY
 PS0439.in June 1991.
 PS0439
 PS0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0439.GEOID18 height accuracy estimate available here.
 PS0439
 PS0439.Click photographs - Photos may exist for this station.
 PS0439
 PS0439.The dynamic height is computed by dividing the NAVD 88
 PS0439.geopotential number by the normal gravity value computed on the
 PS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0439.degrees latitude (g = 980.6199 gals.).
 PS0439
 PS0439.The modeled gravity was interpolated from observed gravity values.
 PS0439
 PS0439;                    North         East    Units  Estimated Accuracy
 PS0439;SPC SD S     -   206,056.3     636,585.6     MT  (+/- 3 meters HH1 GPS) 
 PS0439
 PS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3001093039(NAD 83)
 PS0439
 PS0439                          SUPERSEDED SURVEY CONTROL
 PS0439
 PS0439  NGVD 29 (??/??/92)  518.215  (m)         1700.18   (f) ADJ UNCH    1 2
 PS0439
 PS0439.Superseded values are not recommended for survey control.
 PS0439
 PS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0439.See file dsdata.pdf to determine how the superseded data were derived.
 PS0439
 PS0439_MARKER: DR = REFERENCE MARK DISK
 PS0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0439_STAMPING: GREY NO 1 1948
 PS0439_MARK LOGO: CGS
 PS0439_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0439+STABILITY: SURFACE MOTION
 PS0439
 PS0439  HISTORY     - Date     Condition        Report By
 PS0439  HISTORY     - 1948     MONUMENTED       CGS
 PS0439  HISTORY     - 1949     GOOD             CGS
 PS0439  HISTORY     - 19841003 GOOD             NGS
 PS0439
 PS0439                          STATION DESCRIPTION
 PS0439
 PS0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0439'7.5 MI NW FROM JOE CREEK.
 PS0439'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0439'CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE 0.7 MILE
 PS0439'NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE WEST ALONG A
 PS0439'FIELD ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, THENCE
 PS0439'1.0 MILE EAST ALONG A FIELD ROAD, THENCE 0.6 MILE EAST ALONG
 PS0439'A DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD,
 PS0439'THENCE 0.5 MILE WEST ALONG A FIELD ROAD, ON TOP OF A HILL,
 PS0439'ABOUT 0.2 MILE NORTHWEST OF THE DIRT ROAD, 54 FEET SOUTH OF THE
 PS0439'CENTER LINE OF THE FIELD ROAD, 203 FEET NORTH OF A POINT
 PS0439'397 FEET EAST OF THE CENTER OF SECTION 5, T108N, R75W,
 PS0439'99.2 FEET NORTH NORTHWEST OF GREY R.M. 2, 65 FEET NORTH OF
 PS0439'TRIANGULATION STATION GREY 1948, SET IN THE TOP OF A CONCRETE
 PS0439'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PS0439
 PS0439                          STATION RECOVERY (1984)
 PS0439
 PS0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0441 ***********************************************************************
 PS0441  DESIGNATION -  GREY RM 2
 PS0441  PID         -  PS0441
 PS0441  STATE/COUNTY-  SD/HUGHES
 PS0441  COUNTRY     -  US
 PS0441  USGS QUAD   -  JOE CREEK NW (2017)
 PS0441
 PS0441                         *CURRENT SURVEY CONTROL
 PS0441  ______________________________________________________________________
 PS0441* NAD 83(1986) POSITION- 44 11 12.98   (N) 099 52 32.48   (W)   HD_HELD1
 PS0441* NAVD 88 ORTHO HEIGHT -   518.477 (meters)     1701.04  (feet) ADJUSTED
 PS0441  ______________________________________________________________________
 PS0441  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 PS0441  DYNAMIC HEIGHT  -        518.374 (meters)     1700.70  (feet) COMP
 PS0441  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 PS0441
 PS0441  VERT ORDER      -  FIRST     CLASS II
 PS0441
 PS0441.The horizontal coordinates were determined by differentially corrected
 PS0441.hand held GPS observations or other comparable positioning techniques
 PS0441.and have an estimated accuracy of +/- 3 meters.
 PS0441
 PS0441.The orthometric height was determined by differential leveling and
 PS0441.adjusted by the NATIONAL GEODETIC SURVEY
 PS0441.in June 1991.
 PS0441
 PS0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0441.GEOID18 height accuracy estimate available here.
 PS0441
 PS0441.Click photographs - Photos may exist for this station.
 PS0441
 PS0441.The dynamic height is computed by dividing the NAVD 88
 PS0441.geopotential number by the normal gravity value computed on the
 PS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0441.degrees latitude (g = 980.6199 gals.).
 PS0441
 PS0441.The modeled gravity was interpolated from observed gravity values.
 PS0441
 PS0441;                    North         East    Units  Estimated Accuracy
 PS0441;SPC SD S     -   206,026.0     636,588.7     MT  (+/- 3 meters HH1 GPS) 
 PS0441
 PS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3001393008(NAD 83)
 PS0441
 PS0441                          SUPERSEDED SURVEY CONTROL
 PS0441
 PS0441  NGVD 29 (??/??/92)  518.155  (m)         1699.98   (f) ADJ UNCH    1 2
 PS0441
 PS0441.Superseded values are not recommended for survey control.
 PS0441
 PS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0441.See file dsdata.pdf to determine how the superseded data were derived.
 PS0441
 PS0441_MARKER: DR = REFERENCE MARK DISK
 PS0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0441_STAMPING: GREY NO 2 1948
 PS0441_MARK LOGO: CGS
 PS0441_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0441+STABILITY: SURFACE MOTION
 PS0441
 PS0441  HISTORY     - Date     Condition        Report By
 PS0441  HISTORY     - 1948     MONUMENTED       CGS
 PS0441  HISTORY     - 1949     GOOD             CGS
 PS0441  HISTORY     - 19841003 GOOD             NGS
 PS0441
 PS0441                          STATION DESCRIPTION
 PS0441
 PS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0441'7.5 MI NW FROM JOE CREEK.
 PS0441'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0441'CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE 0.7
 PS0441'MILE NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE WEST ALONG
 PS0441'A FIELD ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, THENCE
 PS0441'1.0 MILE EAST ALONG A FIELD ROAD, THENCE 0.6 MILE EAST ALONG
 PS0441'A DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD,
 PS0441'THENCE 0.5 MILE WEST ALONG A FIELD ROAD, ABOUT 0.2 MILE
 PS0441'NORTHWEST OF THE DIRT ROAD, ON TOP OF A HILL, 149 FEET SOUTH
 PS0441'OF THE CENTER LINE OF THE FIELD ROAD, 101 FEET NORTH OF A
 PS0441'POINT 422 FEET EAST OF THE CENTER OF SECTION 5, T108N,
 PS0441'R75W, 99.2 FEET SOUTH SOUTHEAST OF GREY R.M. 1, 48.1 FEET
 PS0441'SOUTHEAST OF TRIANGULATION STATION GREY 1948, SET IN THE
 PS0441'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PS0441
 PS0441                          STATION RECOVERY (1984)
 PS0441
 PS0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0726 ***********************************************************************
 PS0726  DESIGNATION -  GRIND
 PS0726  PID         -  PS0726
 PS0726  STATE/COUNTY-  SD/HUGHES
 PS0726  COUNTRY     -  US
 PS0726  USGS QUAD   -  DE GREY NW (2017)
 PS0726
 PS0726                         *CURRENT SURVEY CONTROL
 PS0726  ______________________________________________________________________
 PS0726* NAD 83(1996) POSITION- 44 26 24.28452(N) 099 56 48.45824(W)   ADJUSTED
 PS0726* NAVD 88 ORTHO HEIGHT -   545.    (meters)     1788.    (feet) SCALED
 PS0726  ______________________________________________________________________
 PS0726  GEOID HEIGHT    -        -23.683 (meters)                     GEOID18
 PS0726  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 PS0726  HORZ ORDER      -  THIRD
 PS0726
 PS0726.The horizontal coordinates were established by classical geodetic methods
 PS0726.and adjusted by the National Geodetic Survey in January 1998.
 PS0726
 PS0726.The orthometric height was scaled from a topographic map.
 PS0726
 PS0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0726.GEOID18 height accuracy estimate available here.
 PS0726
 PS0726.Click photographs - Photos may exist for this station.
 PS0726
 PS0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0726
 PS0726. The following values were computed from the NAD 83(1996) position.
 PS0726
 PS0726;                    North         East     Units Scale Factor Converg.
 PS0726;SPC SD S     -   234,124.845   630,772.967   MT  1.00000982   +0 15 60.0
 PS0726;SPC SD S     -   768,124.60  2,069,460.98   sFT  1.00000982   +0 15 60.0
 PS0726;UTM  14      - 4,921,189.230   424,654.889   MT  0.99966981   -0 39 46.6
 PS0726
 PS0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0726!SPC SD S     -   0.99991821  x   1.00000982  =   0.99992803
 PS0726!UTM  14      -   0.99991821  x   0.99966981  =   0.99958805
 PS0726
 PS0726:                Primary Azimuth Mark                     Grid Az
 PS0726:SPC SD S     -  GRIND AZ MK                              181 20 50.7
 PS0726:UTM  14      -  GRIND AZ MK                              182 16 37.3
 PS0726
 PS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2465421189(NAD 83)
 PS0726
 PS0726|---------------------------------------------------------------------|
 PS0726| PID    Reference Object                     Distance      Geod. Az  |
 PS0726|                                                           dddmmss.s |
 PS0726| CO5099 GRIND RM 1                            9.029 METERS 08545     |
 PS0726| CO5098 GRIND AZ MK                                        1813650.7 |
 PS0726| CO5100 GRIND RM 2                           23.018 METERS 22951     |
 PS0726| PS0743 BLUNT CENTRAL ELEC COOP MAST        APPROX.10.1 KM 3405541.0 |
 PS0726|---------------------------------------------------------------------|
 PS0726
 PS0726                          SUPERSEDED SURVEY CONTROL
 PS0726
 PS0726  NAD 83(1986)-  44 26 24.28054(N)    099 56 48.46376(W) AD(       ) 3
 PS0726  NAD 27      -  44 26 24.34500(N)    099 56 47.02800(W) AD(       ) 3
 PS0726
 PS0726.Superseded values are not recommended for survey control.
 PS0726
 PS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0726.See file dsdata.pdf to determine how the superseded data were derived.
 PS0726
 PS0726_MARKER: DS = TRIANGULATION STATION DISK
 PS0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0726_STAMPING: GRIND 1951
 PS0726_MARK LOGO: NGS
 PS0726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0726+STABILITY: SURFACE MOTION
 PS0726
 PS0726  HISTORY     - Date     Condition        Report By
 PS0726  HISTORY     - 1951     MONUMENTED       CGS
 PS0726  HISTORY     - 19840927 GOOD             NGS
 PS0726
 PS0726                          STATION DESCRIPTION
 PS0726
 PS0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0726'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF HAROLD AND
 PS0726'5 MILES SOUTH SOUTHEAST OF BLUNT.  IT IS IN THE NORTHEAST CORNER
 PS0726'OF A SECTION LINE CROSS-ROADS, 31 FEET EAST OF THE CENTER OF
 PS0726'A SECTION LINE ROAD, 23 FEET NORTH OF THE CENTER OF A SECTION
 PS0726'LINE ROAD, 5 FEET SOUTHEAST OF A FENCE CORNER POST AND 5
 PS0726'FEET EAST-SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4
 PS0726'INCHES AND THE DISK IS STAMPED GRIND 1951.
 PS0726'
 PS0726'REFERENCE MARK NO. 1 IS 32 FEET EAST OF A FENCE CORNER, 21
 PS0726'FEET NORTH OF THE CENTER OF OF A SECTION LINE ROAD AND 1 FOOT
 PS0726'SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PS0726'IS STAMPED GRIND NO 1 1951.
 PS0726'
 PS0726'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF A
 PS0726'SECTION LINE ROAD, 26 FEET SOUTH OF THE CENTER OF A SECTION
 PS0726'LINE ROAD AND 1 FOOT EAST OF A FENCE CORNER.  THE MARK PROJECTS
 PS0726'4 INCHES AND THE DISK IS STAMPED GRIND NO 2 1951.
 PS0726'
 PS0726'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF A SECTION
 PS0726'LINE ROAD, 4 FEET NORTH NORTHEAST OF A WITNESS POST AND 1
 PS0726'FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 PS0726'DISK IS STAMPED GRIND 1951.
 PS0726'
 PS0726'TO REACH THE STATION FROM THE POST OFFICE IN BLUNT, GO SOUTH
 PS0726'FOR 0.15 MILE TO U.S. HIGHWAY 14.  TURN RIGHT AND GO WEST FOR
 PS0726'0.1 MILE TO A GRAVEL CROSS-ROADS, TURN LEFT AND GO SOUTH,
 PS0726'EAST AND SOUTH AGAIN FOR 6.3 MILES TO A SIDE ROAD LEFT.
 PS0726'TURN LEFT AND GO EAST FOR 1.0 MILE TO A CROSS-ROADS, TURN
 PS0726'LEFT AND GO NORTH FOR 1.0 MILE TO ANOTHER CROSS-ROADS.  TURN
 PS0726'RIGHT AND GO EAST FOR 1.0 MILE TO THE STATION IN THE NORTHEAST
 PS0726'CORNER OF CROSSROADS.
 PS0726'
 PS0726'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.4
 PS0726'MILE TO THE MARK ON THE WEST (RIGHT) SIDE OF THE ROAD.
 PS0726'
 PS0726'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0726
 PS0726                          STATION RECOVERY (1984)
 PS0726
 PS0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0726'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 PS0726'THROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT WAS NOT
 PS0726'RECOVERED.  AZIMUTH MARK 2 WAS ESTABLISHED THIS DATE.  DISTANCES TO
 PS0726'BOTH REFERENCE MARKS, AND THE DIRECTION TO REFERENCE MARK 2, AGREED
 PS0726'WITH THE 1951 DATA.  THE DIRECTION TO REFERENCE MARK 1 VARIED BY ABOUT
 PS0726'4 MINUTES.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED
 PS0726'ABOUT 19 KM (11.80 MI) SOUTHWEST OF HARROLD, 8 KM (4.95 MI) SOUTHEAST
 PS0726'OF BLUNT, IN THE NORTHEAST CORNER OF SECTION LINE CROSSING.  TO REACH
 PS0726'THE STATION FROM THE INTERSECTION OF HIGHWAY 14 AND CANNING ROAD IN
 PS0726'BLUNT, GO SOUTH ON CANNING ROAD FOR 10 KM (6.20 MI) TO A SIDE ROAD
 PS0726'LEFT.  TURN LEFT AND GO EAST FOR 3.2 KM (2.00 MI) TO A CROSSROAD.
 PS0726'TURN LEFT AND GO NORTH FOR 1.0 KM (0.60 MI) TO AZIMUTH MARK 2 ON THE
 PS0726'LEFT.  CONTINUE 0.6 KM (0.35 MI) TO SECTION LINE CROSSING AND THE
 PS0726'STATION.  THE STATION IS A STANDARD CGS DISK STAMPED GRIND 1951 SET
 PS0726'INTO THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES (10 CM)
 PS0726'ABOVE THE GROUND.  LOCATED 9.1 METERS (29.9 FT) E FROM THE CENTER OF
 PS0726'ROAD.  7.0 METER (23.0 FT) N FROM THE CENTER OF TRACK ROAD.  1.5 METER
 PS0726'(4.9 FT) SSE FROM A CORNER FENCE POST.  0.3 METER (1.0 FT) N FROM A
 PS0726'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED
 PS0726'GRIND NO 1 1951 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PS0726'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 18.3 METERS
 PS0726'(60.0 FT) E FROM THE CENTER OF ROAD.  6.1 METERS (20.0 FT) N FROM THE
 PS0726'CENTER OF TRACK ROAD.  0.3 METER (1.0 FT) S FROM A FENCE.  0.3 METER
 PS0726'(1.0 FT) N FROM A WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD CGS
 PS0726'DISK STAMPED GRIND NO 2 1951 SET INTO THE TOP OF A SQUARE CONCRETE
 PS0726'MONUMENT FLUSH WITH THE GROUND.  THE MARK HAS BEEN HIT AND THE
 PS0726'CONCRETE CHIPPED, BUT IS VERY STABLE.  LOCATED 8.4 METERS (27.6 FT) W
 PS0726'FROM THE CENTER OF ROAD.  7.9 METER (25.9 FT) S FROM THE CENTER OF
 PS0726'ROAD.  0.45 METER (1.48 FT) E FROM A FENCE ROAD.  AZIMUTH MARK NO 2 IS
 PS0726'A STANDARD NGS DISK STAMPED GRIND 1951 NO 2 1984 SET INTO THE TOP OF A
 PS0726'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 6
 PS0726'INCHES (15 CM) ABOVE THE GROUND.  LOCATED 8.7 METERS (28.5 FT) W FROM
 PS0726'THE CENTER OF THE ROAD.  0.45 METERS (1.48 FT) E FROM A FENCE.  0.3
 PS0726'METER (1.0 FT) N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0549 ***********************************************************************
 PT0549  DESIGNATION -  GRIND 2
 PT0549  PID         -  PT0549
 PT0549  STATE/COUNTY-  SD/HAAKON
 PT0549  COUNTRY     -  US
 PT0549  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0549
 PT0549                         *CURRENT SURVEY CONTROL
 PT0549  ______________________________________________________________________
 PT0549* NAD 83(1996) POSITION- 44 07 40.12577(N) 101 40 06.06676(W)   NO CHECK
 PT0549* NAVD 88 ORTHO HEIGHT -   734.14  (+/-2cm)     2408.6   (feet) VERTCON3
 PT0549  ______________________________________________________________________
 PT0549  GEOID HEIGHT    -        -21.036 (meters)                     GEOID18
 PT0549  LAPLACE CORR    -         -8.84  (seconds)                    DEFLEC18
 PT0549  HORZ ORDER      -  THIRD
 PT0549  VERT ORDER      -  THIRD (See Below)
 PT0549
 PT0549.The horizontal coordinates were established by classical geodetic methods
 PT0549.and adjusted by the National Geodetic Survey in January 1998.
 PT0549
 PT0549.No horizontal observational check was made to the station.
 PT0549
 PT0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0549
 PT0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0549.GEOID18 height accuracy estimate available here.
 PT0549
 PT0549.The vertical order pertains to the NGVD 29 superseded value.
 PT0549
 PT0549.Click photographs - Photos may exist for this station.
 PT0549
 PT0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0549
 PT0549. The following values were computed from the NAD 83(1996) position.
 PT0549
 PT0549;                    North         East     Units Scale Factor Converg.
 PT0549;SPC SD S     -   200,214.396   493,163.708   MT  0.99994637   -0 55 15.5
 PT0549;SPC SD S     -   656,870.06  1,617,987.93   sFT  0.99994637   -0 55 15.5
 PT0549;UTM  14      - 4,889,531.227   286,524.589   MT  1.00016051   -1 51 30.9
 PT0549
 PT0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0549!SPC SD S     -   0.99988820  x   0.99994637  =   0.99983457
 PT0549!UTM  14      -   0.99988820  x   1.00016051  =   1.00004869
 PT0549
 PT0549:                Primary Azimuth Mark                     Grid Az
 PT0549:SPC SD S     -  F 22 RESET                               159 54 22.9
 PT0549:UTM  14      -  F 22 RESET                               160 50 38.3
 PT0549
 PT0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8652489531(NAD 83)
 PT0549
 PT0549|---------------------------------------------------------------------|
 PT0549| PID    Reference Object                     Distance      Geod. Az  |
 PT0549|                                                           dddmmss.s |
 PT0549| PT0551 GRIND 2 RM 3                         14.220 METERS 00203     |
 PT0549| PT0548 GRIND                                71.181 METERS 09301     |
 PT0549| PT0555 F 22 RESET                                         1585907.4 |
 PT0549| PT0553 GRIND 2 RM 4                         14.178 METERS 18222     |
 PT0549|---------------------------------------------------------------------|
 PT0549
 PT0549                          SUPERSEDED SURVEY CONTROL
 PT0549
 PT0549  NAD 83(1986)-  44 07 40.11830(N)    101 40 06.06858(W) AD(       ) 3
 PT0549  NAD 27      -  44 07 40.16764(N)    101 40 04.55355(W) AD(       ) 3
 PT0549  NGVD 29 (??/??/??)  733.68   (m)         2407.1    (f) RESET       3  
 PT0549  NGVD 29             733.68   (m)         2407.1    (f) LEVELING    3  
 PT0549
 PT0549.Superseded values are not recommended for survey control.
 PT0549
 PT0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0549.See file dsdata.pdf to determine how the superseded data were derived.
 PT0549
 PT0549_MARKER: DS = TRIANGULATION STATION DISK
 PT0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0549_STAMPING: GRIND 2 1970
 PT0549_MARK LOGO: CGS
 PT0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0549+STABILITY: SURFACE MOTION
 PT0549
 PT0549  HISTORY     - Date     Condition        Report By
 PT0549  HISTORY     - 1970     MONUMENTED       NGS
 PT0549  HISTORY     - 1970     GOOD             NGS
 PT0549
 PT0549                          STATION DESCRIPTION
 PT0549
 PT0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0549'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF PHILIP, IN PASTURE
 PT0549'LAND, ON THE WEST SIDE OF STATE HIGHWAY 73, ON PROPERTY OWNED BY
 PT0549'MR. JAMES HEWIT WHO LIVES ABOUT 1 MILE SOUTH WEST OF THE STATION.
 PT0549'
 PT0549'THE STATION MARK IS A STANDARD DISK STAMPED GRIND 2 1970, SET IN A
 PT0549'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 201 FEET
 PT0549'WEST OF THE CENTER OF HIGHWAY 73, 101 FEET WEST OF THE R.O.W.
 PT0549'FENCE, AND 1.3 FEET NORTH OF A METAL WITNESS POST.
 PT0549'
 PT0549'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GRIND 2 NO 3
 PT0549'1970, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 PT0549'IS 201 FEET WEST OF THE CENTER OF THE HIGHWAY, 101 FEET WEST OF THE
 PT0549'R.O.W. FENCE, AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 PT0549'
 PT0549'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GRIND 2 NO 4 1970,
 PT0549'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 PT0549'201 FEET WEST OF THE CENTER OF THE HIGHWAY, 101 FEET WEST OF THE
 PT0549'R.O.W. FENCE, AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 PT0549'
 PT0549'BENCH MARK F 22 RESET 1970 (AZIMUTH MARK) IS A STANDARD BENCH MARK
 PT0549'DISK SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 PT0549'IT IS 151 FEET EAST OF THE CENTER OF HIGHWAY 73, 36 FEET
 PT0549'SOUTH OF THE CENTER OF A SECTION LINE TRACK ROAD, 1.2 FEET
 PT0549'EAST OF A METAL WITNESS POST, AND 0.5 FEET NORTH OF AN EAST-WEST
 PT0549'FENCE LINE.
 PT0549'
 PT0549'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND
 PT0549'STATE HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON HIGHWAY
 PT0549'73 FOR 5.75 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 PT0549'CONTINUE NORTH ON HIGHWAY 73 FOR 0.2 MILE TO THE STATION ON THE
 PT0549'LEFT AS DESCRIBED.
 PT0549
 PT0549                          STATION RECOVERY (1970)
 PT0549
 PT0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0549'6.2 MI N FROM PHILIP.
 PT0549'ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0549'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0549'201 FEET WEST OF THE CENTER OF HIGHWAY 73, 101 FEET WEST OF THE
 PT0549'WEST R.O.W. FENCE LINE, 1.3 FEET NORTH OF A METAL WITNESS POST,
 PT0549'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, IN
 PT0549'PASTURE LAND OWNED BY MR. JAMES HEWITT, WHO LIVES ABOUT 1 MILE
 PT0549'SOUTH WEST OF THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0551 ***********************************************************************
 PT0551  DESIGNATION -  GRIND 2 RM 3
 PT0551  PID         -  PT0551
 PT0551  STATE/COUNTY-  SD/HAAKON
 PT0551  COUNTRY     -  US
 PT0551  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0551
 PT0551                         *CURRENT SURVEY CONTROL
 PT0551  ______________________________________________________________________
 PT0551* NAD 83(1986) POSITION- 44 07 40.59   (N) 101 40 06.04   (W)   HD_HELD1
 PT0551* NAVD 88 ORTHO HEIGHT -   734.71  (+/-2cm)     2410.5   (feet) VERTCON3
 PT0551  ______________________________________________________________________
 PT0551  GEOID HEIGHT    -        -21.036 (meters)                     GEOID18
 PT0551  VERT ORDER      -  THIRD (See Below)
 PT0551
 PT0551.The horizontal coordinates were determined by differentially corrected
 PT0551.hand held GPS observations or other comparable positioning techniques
 PT0551.and have an estimated accuracy of +/- 3 meters.
 PT0551
 PT0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0551
 PT0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0551.GEOID18 height accuracy estimate available here.
 PT0551
 PT0551.The vertical order pertains to the NGVD 29 superseded value.
 PT0551
 PT0551.Click photographs - Photos may exist for this station.
 PT0551
 PT0551;                    North         East    Units  Estimated Accuracy
 PT0551;SPC SD S     -   200,228.7     493,164.5     MT  (+/- 3 meters HH1 GPS) 
 PT0551
 PT0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8652589545(NAD 83)
 PT0551
 PT0551                          SUPERSEDED SURVEY CONTROL
 PT0551
 PT0551  NGVD 29 (??/??/??)  734.26   (m)         2409.0    (f) RESET       3  
 PT0551
 PT0551.Superseded values are not recommended for survey control.
 PT0551
 PT0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0551.See file dsdata.pdf to determine how the superseded data were derived.
 PT0551
 PT0551_MARKER: DR = REFERENCE MARK DISK
 PT0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0551_STAMPING: GRIND 2 NO 3 1970
 PT0551_MARK LOGO: CGS
 PT0551_PROJECTION: FLUSH
 PT0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0551+STABILITY: SURFACE MOTION
 PT0551
 PT0551  HISTORY     - Date     Condition        Report By
 PT0551  HISTORY     - 1970     MONUMENTED       NGS
 PT0551
 PT0551                          STATION DESCRIPTION
 PT0551
 PT0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0551'6.2 MI N FROM PHILIP.
 PT0551'ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0551'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0551'201 FEET WEST OF THE CENTER OF HIGHWAY 73, 101 FEET WEST OF THE
 PT0551'WEST R.O.W. FENCE LINE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 PT0551'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, IN
 PT0551'PASTURE LAND OWNED BY MR. JAMES HEWITT WHO LIVES ABOUT 1 MILE
 PT0551'SOUTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0553 ***********************************************************************
 PT0553  DESIGNATION -  GRIND 2 RM 4
 PT0553  PID         -  PT0553
 PT0553  STATE/COUNTY-  SD/HAAKON
 PT0553  COUNTRY     -  US
 PT0553  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0553
 PT0553                         *CURRENT SURVEY CONTROL
 PT0553  ______________________________________________________________________
 PT0553* NAD 83(1986) POSITION- 44 07 39.67   (N) 101 40 06.09   (W)   HD_HELD1
 PT0553* NAVD 88 ORTHO HEIGHT -   733.53  (+/-2cm)     2406.6   (feet) VERTCON3
 PT0553  ______________________________________________________________________
 PT0553  GEOID HEIGHT    -        -21.036 (meters)                     GEOID18
 PT0553  VERT ORDER      -  THIRD (See Below)
 PT0553
 PT0553.The horizontal coordinates were determined by differentially corrected
 PT0553.hand held GPS observations or other comparable positioning techniques
 PT0553.and have an estimated accuracy of +/- 3 meters.
 PT0553
 PT0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0553
 PT0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0553.GEOID18 height accuracy estimate available here.
 PT0553
 PT0553.The vertical order pertains to the NGVD 29 superseded value.
 PT0553
 PT0553.Click photographs - Photos may exist for this station.
 PT0553
 PT0553;                    North         East    Units  Estimated Accuracy
 PT0553;SPC SD S     -   200,200.3     493,163.0     MT  (+/- 3 meters HH1 GPS) 
 PT0553
 PT0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8652389517(NAD 83)
 PT0553
 PT0553                          SUPERSEDED SURVEY CONTROL
 PT0553
 PT0553  NGVD 29 (??/??/??)  733.08   (m)         2405.1    (f) RESET       3  
 PT0553
 PT0553.Superseded values are not recommended for survey control.
 PT0553
 PT0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0553.See file dsdata.pdf to determine how the superseded data were derived.
 PT0553
 PT0553_MARKER: DR = REFERENCE MARK DISK
 PT0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0553_STAMPING: GRIND 2 NO 4 1970
 PT0553_MARK LOGO: CGS
 PT0553_PROJECTION: FLUSH
 PT0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0553+STABILITY: SURFACE MOTION
 PT0553
 PT0553  HISTORY     - Date     Condition        Report By
 PT0553  HISTORY     - 1970     MONUMENTED       NGS
 PT0553
 PT0553                          STATION DESCRIPTION
 PT0553
 PT0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0553'6.2 MI N FROM PHILIP.
 PT0553'ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0553'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0553'201 FEET WEST OF THE CENTER OF HIGHWAY 73, 101 FEET WEST OF THE
 PT0553'R.O.W. FENCE LINE, 1.3 FEET SOUTH OF A METAL WITNESS POST, SET IN
 PT0553'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, IN PASTURE
 PT0553'LAND ON PROPERTY OWNED BY MR. JAMES HEWITT, WHO LIVES ABOUT 1
 PT0553'MILE SOUTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0550 ***********************************************************************
 PT0550  DESIGNATION -  GRIND RM 1
 PT0550  PID         -  PT0550
 PT0550  STATE/COUNTY-  SD/HAAKON
 PT0550  COUNTRY     -  US
 PT0550  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0550
 PT0550                         *CURRENT SURVEY CONTROL
 PT0550  ______________________________________________________________________
 PT0550* NAD 83(1986) POSITION- 44 07 40.01   (N) 101 40 01.89   (W)   HD_HELD1
 PT0550* NAVD 88 ORTHO HEIGHT -   736.274 (meters)     2415.59  (feet) ADJUSTED
 PT0550  ______________________________________________________________________
 PT0550  GEOID HEIGHT    -        -21.041 (meters)                     GEOID18
 PT0550  DYNAMIC HEIGHT  -        736.067 (meters)     2414.91  (feet) COMP
 PT0550  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 PT0550
 PT0550  VERT ORDER      -  FIRST     CLASS II
 PT0550
 PT0550.The horizontal coordinates were determined by differentially corrected
 PT0550.hand held GPS observations or other comparable positioning techniques
 PT0550.and have an estimated accuracy of +/- 3 meters.
 PT0550
 PT0550.The orthometric height was determined by differential leveling and
 PT0550.adjusted by the NATIONAL GEODETIC SURVEY
 PT0550.in June 1991.
 PT0550
 PT0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0550.GEOID18 height accuracy estimate available here.
 PT0550
 PT0550.Click photographs - Photos may exist for this station.
 PT0550
 PT0550.The dynamic height is computed by dividing the NAVD 88
 PT0550.geopotential number by the normal gravity value computed on the
 PT0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0550.degrees latitude (g = 980.6199 gals.).
 PT0550
 PT0550.The modeled gravity was interpolated from observed gravity values.
 PT0550
 PT0550;                    North         East    Units  Estimated Accuracy
 PT0550;SPC SD S     -   200,209.3     493,256.5     MT  (+/- 3 meters HH1 GPS) 
 PT0550
 PT0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8661789524(NAD 83)
 PT0550
 PT0550                          SUPERSEDED SURVEY CONTROL
 PT0550
 PT0550  NGVD 29 (??/??/92)  735.822  (m)         2414.11   (f) ADJ UNCH    1 2
 PT0550
 PT0550.Superseded values are not recommended for survey control.
 PT0550
 PT0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0550.See file dsdata.pdf to determine how the superseded data were derived.
 PT0550
 PT0550_MARKER: DR = REFERENCE MARK DISK
 PT0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0550_STAMPING: GRIND NO 1 1950
 PT0550_MARK LOGO: CGS
 PT0550_PROJECTION: FLUSH
 PT0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0550+STABILITY: SURFACE MOTION
 PT0550
 PT0550  HISTORY     - Date     Condition        Report By
 PT0550  HISTORY     - 1950     MONUMENTED       CGS
 PT0550  HISTORY     - 1962     GOOD             CGS
 PT0550  HISTORY     - 1970     GOOD             NGS
 PT0550
 PT0550                          STATION DESCRIPTION
 PT0550
 PT0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0550'6.2 MI N FROM PHILIP.
 PT0550'ABOUT 6.2 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0550'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 71.4 FEET EAST
 PT0550'OF GRIND 1950, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PT0550'2 1/2 FEET SOUTH OF A YELLOW RIGHT-OF-WAY MARKER POST, 2 1/2 FEET
 PT0550'WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 PT0550'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- DUE
 PT0550'TO HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.  IT WAS
 PT0550'LEFT INTACT FOR USE BY THE STATE HIGHWAY DEPARTMENT, AND WILL
 PT0550'BE REMOVED BY THEM AT TIME OF CONSTRUCTION.  A NEW MARK, GRIND
 PT0550'2 RM 3 WAS SET NEARBY.
 PT0550
 PT0550                          STATION RECOVERY (1970)
 PT0550
 PT0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0552 ***********************************************************************
 PT0552  DESIGNATION -  GRIND RM 2
 PT0552  PID         -  PT0552
 PT0552  STATE/COUNTY-  SD/HAAKON
 PT0552  COUNTRY     -  US
 PT0552  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0552
 PT0552                         *CURRENT SURVEY CONTROL
 PT0552  ______________________________________________________________________
 PT0552* NAD 83(1986) POSITION- 44 07 39.47   (N) 101 40 02.90   (W)   HD_HELD1
 PT0552* NAVD 88 ORTHO HEIGHT -   736.241 (meters)     2415.48  (feet) ADJUSTED
 PT0552  ______________________________________________________________________
 PT0552  GEOID HEIGHT    -        -21.040 (meters)                     GEOID18
 PT0552  DYNAMIC HEIGHT  -        736.034 (meters)     2414.80  (feet) COMP
 PT0552  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 PT0552
 PT0552  VERT ORDER      -  FIRST     CLASS II
 PT0552
 PT0552.The horizontal coordinates were determined by differentially corrected
 PT0552.hand held GPS observations or other comparable positioning techniques
 PT0552.and have an estimated accuracy of +/- 3 meters.
 PT0552
 PT0552.The orthometric height was determined by differential leveling and
 PT0552.adjusted by the NATIONAL GEODETIC SURVEY
 PT0552.in June 1991.
 PT0552
 PT0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0552.GEOID18 height accuracy estimate available here.
 PT0552
 PT0552.Click photographs - Photos may exist for this station.
 PT0552
 PT0552.The dynamic height is computed by dividing the NAVD 88
 PT0552.geopotential number by the normal gravity value computed on the
 PT0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0552.degrees latitude (g = 980.6199 gals.).
 PT0552
 PT0552.The modeled gravity was interpolated from observed gravity values.
 PT0552
 PT0552;                    North         East    Units  Estimated Accuracy
 PT0552;SPC SD S     -   200,193.0     493,233.8     MT  (+/- 3 meters HH1 GPS) 
 PT0552
 PT0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8659489508(NAD 83)
 PT0552
 PT0552                          SUPERSEDED SURVEY CONTROL
 PT0552
 PT0552  NGVD 29 (??/??/92)  735.789  (m)         2414.00   (f) ADJ UNCH    1 2
 PT0552
 PT0552.Superseded values are not recommended for survey control.
 PT0552
 PT0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0552.See file dsdata.pdf to determine how the superseded data were derived.
 PT0552
 PT0552_MARKER: DR = REFERENCE MARK DISK
 PT0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0552_STAMPING: GRIND NO 2 1950
 PT0552_MARK LOGO: CGS
 PT0552_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0552+STABILITY: SURFACE MOTION
 PT0552
 PT0552  HISTORY     - Date     Condition        Report By
 PT0552  HISTORY     - 1950     MONUMENTED       CGS
 PT0552  HISTORY     - 1962     GOOD             CGS
 PT0552  HISTORY     - 1970     GOOD             NGS
 PT0552
 PT0552                          STATION DESCRIPTION
 PT0552
 PT0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0552'6.2 MI N FROM PHILIP.
 PT0552'ABOUT 6.2 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0552'NORTH WESTERN RAILROAD STATION AT PHILIP, 53.7 FEET SOUTH OF
 PT0552'GRIND 1950, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 PT0552'EAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 PT0552'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- DUE
 PT0552'TO HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.  IT WAS LEFT
 PT0552'INTACT FOR USE BY THE STATE HIGHWAY DEPARTMENT, AND WILL BE
 PT0552'REMOVED BY THEM AT TIME OF CONSTRUCTION.
 PT0552
 PT0552                          STATION RECOVERY (1970)
 PT0552
 PT0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1165 ***********************************************************************
 PT1165  DESIGNATION -  GRINDSTONE
 PT1165  PID         -  PT1165
 PT1165  STATE/COUNTY-  SD/HAAKON
 PT1165  COUNTRY     -  US
 PT1165  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT1165
 PT1165                         *CURRENT SURVEY CONTROL
 PT1165  ______________________________________________________________________
 PT1165* NAD 83(1996) POSITION- 44 11 57.57687(N) 101 47 23.30607(W)   ADJUSTED
 PT1165* NAVD 88 ORTHO HEIGHT -   819.3   (meters)     2688.    (feet) VERTCON3
 PT1165  ______________________________________________________________________
 PT1165  GEOID HEIGHT    -        -20.584 (meters)                     GEOID18
 PT1165  LAPLACE CORR    -         -9.50  (seconds)                    DEFLEC18
 PT1165  HORZ ORDER      -  FIRST
 PT1165
 PT1165.The horizontal coordinates were established by classical geodetic methods
 PT1165.and adjusted by the National Geodetic Survey in January 1998.
 PT1165
 PT1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1165
 PT1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1165.GEOID18 height accuracy estimate available here.
 PT1165
 PT1165.Click photographs - Photos may exist for this station.
 PT1165
 PT1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1165
 PT1165. The following values were computed from the NAD 83(1996) position.
 PT1165
 PT1165;                    North         East     Units Scale Factor Converg.
 PT1165;SPC SD S     -   208,322.462   483,584.402   MT  0.99995826   -1 00 17.1
 PT1165;SPC SD S     -   683,471.28  1,586,559.83   sFT  0.99995826   -1 00 17.1
 PT1165;UTM  14      - 4,897,797.164   277,077.278   MT  1.00021121   -1 56 44.6
 PT1165
 PT1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1165!SPC SD S     -   0.99987478  x   0.99995826  =   0.99983305
 PT1165!UTM  14      -   0.99987478  x   1.00021121  =   1.00008597
 PT1165
 PT1165:                Primary Azimuth Mark                     Grid Az
 PT1165:SPC SD S     -  GRINDSTONE AZ MK RESET                   170 14 14.4
 PT1165:UTM  14      -  GRINDSTONE AZ MK RESET                   171 10 41.9
 PT1165
 PT1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7707797797(NAD 83)
 PT1165
 PT1165|---------------------------------------------------------------------|
 PT1165| PID    Reference Object                     Distance      Geod. Az  |
 PT1165|                                                           dddmmss.s |
 PT1165| CQ3855 GRINDSTONE RM 1                      15.345 METERS 03209     |
 PT1165| CQ3853 GRINDSTONE AZ MK                                   1662505.7 |
 PT1165| CQ3854 GRINDSTONE AZ MK RESET                             1691357.3 |
 PT1165| CQ3856 GRINDSTONE RM 2                      18.419 METERS 22908     |
 PT1165| CQ3857 GRINDSTONE RM 3                      19.553 METERS 27007     |
 PT1165|---------------------------------------------------------------------|
 PT1165
 PT1165                          SUPERSEDED SURVEY CONTROL
 PT1165
 PT1165  NAD 83(1986)-  44 11 57.56944(N)    101 47 23.30786(W) AD(       ) 1
 PT1165  NAD 27      -  44 11 57.62100(N)    101 47 21.78600(W) AD(       ) 1
 PT1165  NGVD 29 (07/19/86)  818.8    (m)         2686.     (f) VERT ANG       
 PT1165
 PT1165.Superseded values are not recommended for survey control.
 PT1165
 PT1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1165.See file dsdata.pdf to determine how the superseded data were derived.
 PT1165
 PT1165_MARKER: P = PIPE CAP
 PT1165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1165_STAMPING: GRINDSTONE 1924
 PT1165_MARK LOGO: CGS
 PT1165_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1165
 PT1165  HISTORY     - Date     Condition        Report By
 PT1165  HISTORY     - 1924     MONUMENTED       CGS
 PT1165  HISTORY     - 1935     GOOD             CGS
 PT1165  HISTORY     - 1950     GOOD             CGS
 PT1165  HISTORY     - 1961     GOOD             CGS
 PT1165
 PT1165                          STATION DESCRIPTION
 PT1165
 PT1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PT1165'GRINDSTONE STATION IS ABOUT 10 MILES N AND 6 MILES W OF PHILIP
 PT1165'ON THE MOST NORTHERN OF THREE PROMINENT BUTTES WELL KNOWN AS
 PT1165'THE GRINDSTONE BUTTES.  THE STATION IS NEAR THE S SIDE OF THE
 PT1165'BUTTE.  IT IS IN THE SE 1/4 OF SEC. 23, T 3 N, R 19 E, IN
 PT1165'PASTURE OWNED BY JOE ROBERTS WHO LIVES 1/2 MILE W.
 PT1165'
 PT1165'STATION MARK IS A 4 1/2-INCH IRON PIPE WITH BRONZE TABLET CAP.
 PT1165'
 PT1165'THERE ARE TWO REFERENCE MARKS MARKED
 PT1165'BY STANDARD BRONZE DISKS SET IN ROCK OUTCROP NEAR THE STATION.
 PT1165'
 PT1165'TO REACH FROM ANY POINT INQUIRE FOR GRINDSTONE BUTTES.  A
 PT1165'GOOD ROAD PASSES BETWEEN S AND MIDDLE BUTTES AND A FAIR ROAD
 PT1165'LEADS N TO THE STATION.
 PT1165'
 PT1165'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.15 METERS.
 PT1165
 PT1165                          STATION RECOVERY (1935)
 PT1165
 PT1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PT1165'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 PT1165'ORIGINAL DESCRIPTION IS STILL GOOD.
 PT1165
 PT1165                          STATION RECOVERY (1950)
 PT1165
 PT1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1165'THE STATION WAS RECOVERED AS DESCRIBED IN 1924 WITH THE
 PT1165'EXCEPTION OF LAND OWNER, DISTANCE TO REFERENCE MARK NO. 2,
 PT1165'AND DIRECTIONS TO REACH THE STATION.  THE DISTANCE TO REFERENCE
 PT1165'MARK NO. 2 WAS REMEASURED AND CHECKED.  A NEW DESCRIPTION
 PT1165'FOLLOWS.
 PT1165'
 PT1165'THE STATION IS LOCATED ABOUT 10 MILES NORTH AND 6 MILES WEST
 PT1165'OF PHILIP, ON THE MOST NORTHERLY OF THREE PROMINENT BUTTES THAT
 PT1165'ARE KNOWN AS THE GRINDSTONE BUTTES, AND ON LAND OWNED BY RICHARD
 PT1165'BROWN.  IT IS 0.3 MILE EAST-NORTHEAST OF THE BROWN FARM HOUSE,
 PT1165'35 FEET SOUTHEAST OF A WITNESS POST, AND 25 FEET NORTHWEST
 PT1165'OF THE EASTERLY SLOPE OF THE BUTTE.
 PT1165'
 PT1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1165'SOUTH DAKOTA HIGHWAY 73 IN PHILIP, GO NORTH ON HIGHWAY 73 FOR
 PT1165'10.1 MILES TO A GRADED DIRT ROAD ON THE LEFT.  TURN LEFT AND
 PT1165'GO WEST FOR 6.0 MILES TO CROSSROAD.  TURN RIGHT ON TRACK ROAD
 PT1165'AND GO 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THENCE LEFT
 PT1165'ON FARM ROAD FOR 0.5 MILE TO THE RICHARD BROWN FARM HOUSE.
 PT1165'HERE GO EAST-NORTHEAST ACROSS PASTURE LAND FOR 0.3 MILE TO
 PT1165'SUMMIT OF BUTTE AND STATION AS DESCRIBED.
 PT1165'
 PT1165'STATION MARK IS A 4 1/2-INCH IRON PIPE WITH BRONZE TABLET CAP.
 PT1165'THE MARK PROJECTS 12 INCHES, AND THE DISK IS STAMPED GRINDSTONE
 PT1165'1924.
 PT1165'
 PT1165'REFERENCE MARK NO. 1 IS 15 FEET SOUTHWEST OF THE STEEP EASTERLY
 PT1165'SLOPE OF THE BUTTE.  THE DISK IS SET IN A DRILLED HOLE IN
 PT1165'ROCK OUTCROP, AND IS STAMPED GRINDSTONE 1924 NO 1.
 PT1165'
 PT1165'REFERENCE MARK NO. 2 IS ON THE SOUTHERLY SLOPE OF THE BUTTE.
 PT1165'THE DISK IS SET IN A DRILLED HOLE IN ROCK OUTCROP,
 PT1165'AND IS STAMPED GRINDSTONE 1924 NO 2.
 PT1165'
 PT1165'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 60 FEET
 PT1165'SOUTHEAST OF A Y-INTERSECTION OF DIRT ROADS, 37 FEET EAST
 PT1165'OF THE CENTER OF DIRT ROAD, 9 FEET SOUTH OF A WITNESS POST,
 PT1165'AND 2 FEET WEST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK
 PT1165'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER, AND
 PT1165'THE DISK IS STAMPED GRINDSTONE 1950.
 PT1165'
 PT1165'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PT1165
 PT1165                          STATION RECOVERY (1961)
 PT1165
 PT1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1165'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED,
 PT1165'FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH
 PT1165'MARK, ESTABLISHED IN 1950, WAS RECOVERED AS DESCRIBED, THE
 PT1165'DIRECTION CHECKED AND FOUND TO BE CORRECT, BUT BLADING OF THE
 PT1165'ROAD AND DEEPENING OF THE GRADER DITCH BESIDE THE AZIMUTH TO A
 PT1165'DEPTH OF ABOUT 4 FEET HAS LEFT ONLY 4 TO 6 INCHES OF EARTH
 PT1165'SUPPORTING THE WEST SIDE OF THE MARK.  FOR THIS REASON THE
 PT1165'MARK WAS LEFT INTACT AND AN ADDITIONAL AZIMUTH MARK
 PT1165'ESTABLISHED THIS YEAR.  AN ADDITIONAL REFERENCE MARK, NUMBER
 PT1165'3, WAS ALSO ESTABLISHED THIS YEAR.
 PT1165'
 PT1165'REFERENCE MARK 3, A STANDARD DISK STAMPED GRINDSTONE NO 3 1924,
 PT1165'IS CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE
 PT1165'OF THE GROUND.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 PT1165'STATION MARK.
 PT1165'
 PT1165'THE NEW AZIMUTH MARK, A STANDARD DISK STAMPED GRINDSTONE 1924
 PT1165'RESET 1961, IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 PT1165'SQUARE AT THE TOP, PROJECTING 2 INCHES ABOVE THE SURFACE
 PT1165'OF THE GROUND.  IT IS 34.0 FEET EAST OF THE CENTER OF THE
 PT1165'GRAVELED ROAD, 2.3 FEET NORTHWEST OF A METAL WITNESS POST WITH
 PT1165'SIGN AND 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 PT1165'
 PT1165'THE ROADS IN THE STATION AREA ARE UNDERGOING MODIFICATION AT THIS
 PT1165'TIME.  A NEW ROUTE TO THE STATION FOLLOWS--FROM THE JUNCTION OF
 PT1165'U.S. HIGHWAY 14 AND STATE HIGHWAY 73 AT THE NORTH EDGE OF
 PT1165'PHILIP, DRIVE NORTH ON STATE HIGHWAY 73 FOR 9.5 MILES TO A
 PT1165'GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT AND CONTINUE WEST
 PT1165'FOR 6.0 MILES TO A CROSS ROAD.  TURN RIGHT AND DRIVE NORTH FOR
 PT1165'0.4 MILE TO THE NEW AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 PT1165'FOR 0.15 MILE TO THE 1950 AZIMUTH MARK ON THE RIGHT.  KEEP
 PT1165'STRAIGHT AHEAD, NORTH, FOR 0.45 MILE TO A NORTHEAST CURVE IN
 PT1165'THE ROAD AND A WIRE GATE STRAIGHT AHEAD.  PASS THROUGH THE WIRE
 PT1165'GATE, TURN LEFT AND DRIVE ACROSS COUNTRY NORTHWESTERLY FOR
 PT1165'0.1 MILE, THENCE TURN NORTH AND DRIVE UP THE STEEP SLOPE
 PT1165'FOR 0.1 MILE TO THE SOUTHEAST SUMMIT OF THE BUTTE AND THE
 PT1165'STATION.
 PT1165'
 PT1165'THE STATION IS IN THE SE 1/4 OF SEC. 23, T3N, R19E.
 PT1165'
 PT1165'THE PICTURE POINT IS THE CENTER OF THE TOP OF A CAIRN WHICH
 PT1165'IS 4 FEET IN DIAMETER AND PROJECTS 3.5 FEET ABOVE THE SURFACE
 PT1165'OF THE GROUND.  LARGE WHITE BONES WERE PLACED ON THE TOP OF
 PT1165'THE CAIRN.
 PT1165'
 PT1165'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0920 ***********************************************************************
 QS0920  DESIGNATION -  GROUSE
 QS0920  PID         -  QS0920
 QS0920  STATE/COUNTY-  SD/ZIEBACH
 QS0920  COUNTRY     -  US
 QS0920  USGS QUAD   -  GLAD VALLEY SE (2017)
 QS0920
 QS0920                         *CURRENT SURVEY CONTROL
 QS0920  ______________________________________________________________________
 QS0920* NAD 83(1996) POSITION- 45 19 27.81592(N) 101 46 06.65011(W)   ADJUSTED
 QS0920* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0920  ______________________________________________________________________
 QS0920  GEOID HEIGHT    -        -19.858 (meters)                     GEOID18
 QS0920  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 QS0920  HORZ ORDER      -  THIRD
 QS0920
 QS0920.The horizontal coordinates were established by classical geodetic methods
 QS0920.and adjusted by the National Geodetic Survey in January 1998.
 QS0920
 QS0920.The orthometric height was scaled from a topographic map.
 QS0920
 QS0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0920.GEOID18 height accuracy estimate available here.
 QS0920
 QS0920.Click photographs - Photos may exist for this station.
 QS0920
 QS0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0920
 QS0920. The following values were computed from the NAD 83(1996) position.
 QS0920
 QS0920;                    North         East     Units Scale Factor Converg.
 QS0920;SPC SD N     -   167,206.326   461,365.246   MT  0.99995046   -1 15 05.9
 QS0920;SPC SD N     -   548,576.09  1,513,662.48   sFT  0.99995046   -1 15 05.9
 QS0920;UTM  14      - 5,022,716.342   283,034.364   MT  1.00017883   -1 58 10.0
 QS0920
 QS0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0920!SPC SD N     -   0.99989080  x   0.99995046  =   0.99984127
 QS0920!UTM  14      -   0.99989080  x   1.00017883  =   1.00006961
 QS0920
 QS0920:                Primary Azimuth Mark                     Grid Az
 QS0920:SPC SD N     -  GROUSE AZ MK                             327 30 45.7
 QS0920:UTM  14      -  GROUSE AZ MK                             328 13 49.8
 QS0920
 QS0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8303422716(NAD 83)
 QS0920
 QS0920|---------------------------------------------------------------------|
 QS0920| PID    Reference Object                     Distance      Geod. Az  |
 QS0920|                                                           dddmmss.s |
 QS0920| CQ7735 GROUSE RM 1                          12.086 METERS 04126     |
 QS0920| CQ7736 GROUSE RM 2                          13.310 METERS 13116     |
 QS0920| CQ7734 GROUSE AZ MK                                       3261539.8 |
 QS0920| QS0918 GLAD VALLEY ST BARTHOLOMEW CH       APPROX. 8.4 KM 3581425.7 |
 QS0920|---------------------------------------------------------------------|
 QS0920
 QS0920                          SUPERSEDED SURVEY CONTROL
 QS0920
 QS0920  NAD 83(1986)-  45 19 27.80744(N)    101 46 06.64873(W) AD(       ) 3
 QS0920  NAD 27      -  45 19 27.90200(N)    101 46 05.09200(W) AD(       ) 3
 QS0920
 QS0920.Superseded values are not recommended for survey control.
 QS0920
 QS0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0920.See file dsdata.pdf to determine how the superseded data were derived.
 QS0920
 QS0920_MARKER: DS = TRIANGULATION STATION DISK
 QS0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0920_STAMPING: GROUSE 1952
 QS0920_MARK LOGO: CGS
 QS0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0920+STABILITY: SURFACE MOTION
 QS0920
 QS0920  HISTORY     - Date     Condition        Report By
 QS0920  HISTORY     - 1952     MONUMENTED       CGS
 QS0920
 QS0920                          STATION DESCRIPTION
 QS0920
 QS0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0920'THE STATION IS IN SECTION 26, T 16 N, R 19 E, ABOUT 8 MILES NORTH
 QS0920'AND 5 MILES WEST OF THUNDER BUTTE, 5 MILES SOUTH AND 1/2 MILE
 QS0920'EAST OF GLAD VALLEY, 18 FEET NORTH-NORTHEAST OF THE CENTER OF A
 QS0920'TRACK ROAD AND 12 FEET WEST-NORTHWEST OF A 4 X 4 INCH WITNESS
 QS0920'POST.
 QS0920'
 QS0920'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND STATE
 QS0920'HIGHWAY 8 IN GLAD VALLEY, GO SOUTH ON THE MAIN GRADED DIRT ROAD
 QS0920'FOR 0.4 MILES TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE FOR
 QS0920'1.8 MILES TO A GATE, PASS THROUGH GATE AND CONTINUE SOUTH FOR 3.1
 QS0920'MILES TO A FORK AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 QS0920'BELOW, TAKE LEFT FORK AND GO 0.15 MILE TO A GATE, GO THROUGH
 QS0920'GATE AND CONTINUE ON TRACK ROAD FOR 0.3 MILE TO THE STATION ON
 QS0920'THE LEFT.
 QS0920'
 QS0920'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GROUSE
 QS0920'1952.
 QS0920'
 QS0920'REFERENCE MARK 1 IS 39 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 QS0920'TRACK ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0920'GROUSE NO 1 1952.
 QS0920'
 QS0920'REFERENCE MARK 2 IS 36 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 QS0920'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GROUSE
 QS0920'NO 2 1952.
 QS0920'
 QS0920'THE AZIMUTH MARK IS 159 FEET WEST OF THE TRACK ROAD FORK AND 3
 QS0920'FEET SOUTH-SOUTHWEST OF A 4 X 4 INCH WITNESS POST.  THE MARK
 QS0920'PROJECTS 3 INCHES AND THE DISK IS STAMPED GROUSE 1952.
 QS0920'
 QS0920'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0638 ***********************************************************************
 PS0638  DESIGNATION -  GROVE
 PS0638  PID         -  PS0638
 PS0638  STATE/COUNTY-  SD/SPINK
 PS0638  COUNTRY     -  US
 PS0638  USGS QUAD   -  ZELL (2017)
 PS0638
 PS0638                         *CURRENT SURVEY CONTROL
 PS0638  ______________________________________________________________________
 PS0638* NAD 83(1996) POSITION- 44 59 03.50392(N) 098 39 39.55081(W)   ADJUSTED
 PS0638* NAVD 88 ORTHO HEIGHT -   406.    (meters)     1332.    (feet) SCALED
 PS0638  ______________________________________________________________________
 PS0638  GEOID HEIGHT    -        -24.224 (meters)                     GEOID18
 PS0638  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 PS0638  HORZ ORDER      -  FIRST
 PS0638
 PS0638.The horizontal coordinates were established by classical geodetic methods
 PS0638.and adjusted by the National Geodetic Survey in January 1998.
 PS0638
 PS0638.The orthometric height was scaled from a topographic map.
 PS0638
 PS0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0638.GEOID18 height accuracy estimate available here.
 PS0638
 PS0638.Click photographs - Photos may exist for this station.
 PS0638
 PS0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0638
 PS0638. The following values were computed from the NAD 83(1996) position.
 PS0638
 PS0638;                    North         East     Units Scale Factor Converg.
 PS0638;SPC SD N     -   128,772.015   705,594.633   MT  0.99993979   +0 56 51.6
 PS0638;SPC SD N     -   422,479.52  2,314,938.39   sFT  0.99993979   +0 56 51.6
 PS0638;UTM  14      - 4,981,262.965   526,726.756   MT  0.99960878   +0 14 22.8
 PS0638
 PS0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0638!SPC SD N     -   0.99994010  x   0.99993979  =   0.99987989
 PS0638!UTM  14      -   0.99994010  x   0.99960878  =   0.99954890
 PS0638
 PS0638:                Primary Azimuth Mark                     Grid Az
 PS0638:SPC SD N     -  GROVE AZ MK                              153 59 28.5
 PS0638:UTM  14      -  GROVE AZ MK                              154 41 57.3
 PS0638
 PS0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2672681262(NAD 83)
 PS0638
 PS0638|---------------------------------------------------------------------|
 PS0638| PID    Reference Object                     Distance      Geod. Az  |
 PS0638|                                                           dddmmss.s |
 PS0638| QR0594 MELLETTE GRADE SCHOOL STACK         APPROX.22.9 KM 0332245.6 |
 PS0638| QR0568 MELLETTE CATHOLIC CHURCH SPIRE      APPROX.22.6 KM 0344658.0 |
 PS0638| QR0597 ATHOL WHITE DOME FLAGPOLE           APPROX. 5.8 KM 0602432.0 |
 PS0638| PS0633 ASHTON CONG CHURCH SPIRE            APPROX.12.6 KM 0842912.2 |
 PS0638| PS0604 ASHTON MUNICIPAL TANK               APPROX.12.8 KM 0843228.2 |
 PS0638| PS0632 ASHTON PUB SCHOOL BRICK STACK       APPROX.12.5 KM 0851848.4 |
 PS0638| CO5106 GROVE RM 1                           36.722 METERS 08910     |
 PS0638| PS0626 REDFIELD ST SCH AND HOME STACK      APPROX.15.1 KM 1352510.3 |
 PS0638| PS0631 REDFIELD ST BERNARDS CATH CH        APPROX.16.6 KM 1353850.1 |
 PS0638| PS0629 REDFIELD MUNICIPAL TANK             APPROX.16.1 KM 1374108.8 |
 PS0638| PS0628 REDFIELD NW PUB SERV CO STK         APPROX.16.1 KM 1374851.0 |
 PS0638| PS0635 REDFIELD COLL BLDG BRICK SPIRE      APPROX.16.8 KM 1384648.2 |
 PS0638| CO5105 GROVE AZ MK                                        1545620.1 |
 PS0638| PS0639 ZELL CATHOLIC SCHOOL SPIRE          APPROX.11.3 KM 2082836.9 |
 PS0638| PS0640 ZELL CATHOLIC CHURCH SPIRE          APPROX.11.1 KM 2084041.8 |
 PS0638| PS0656 ROCKHAM MUNICIPAL TANK              APPROX.15.6 KM 2353209.2 |
 PS0638| CO5107 GROVE RM 2                           33.620 METERS 26943     |
 PS0638|---------------------------------------------------------------------|
 PS0638
 PS0638                          SUPERSEDED SURVEY CONTROL
 PS0638
 PS0638  NAD 83(1986)-  44 59 03.50655(N)    098 39 39.54983(W) AD(       ) 1
 PS0638  NAD 27      -  44 59 03.59900(N)    098 39 38.19500(W) AD(       ) 1
 PS0638
 PS0638.Superseded values are not recommended for survey control.
 PS0638
 PS0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0638.See file dsdata.pdf to determine how the superseded data were derived.
 PS0638
 PS0638_MARKER: DS = TRIANGULATION STATION DISK
 PS0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0638_STAMPING: GROVE 1934
 PS0638_MARK LOGO: CGS
 PS0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0638+STABILITY: SURFACE MOTION
 PS0638
 PS0638  HISTORY     - Date     Condition        Report By
 PS0638  HISTORY     - 1934     MONUMENTED       CGS
 PS0638  HISTORY     - 1935     GOOD             CGS
 PS0638
 PS0638                          STATION DESCRIPTION
 PS0638
 PS0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0638'STATION IS LOCATED ABOUT 10-1/2 MILES NW OF REDFIELD, 0.2 MILE
 PS0638'W OF THE NE CORNER OF SEC. 4, T 117 N, R 65 W, IN SPINK COUNTY.
 PS0638'
 PS0638'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0638'BRONZE DISKS SET IN CONCRETE.
 PS0638'
 PS0638'STATION IS REACHED FROM HARLAN PACKARD HOTEL IN REDFIELD,
 PS0638'BY GOING W 3 BLOCKS TO U.S. HIGHWAY 212, TURN RIGHT.  GO NW
 PS0638'FOR 4.1 MILES TO AN EASY CURVE TO THE LEFT (W).  PROCEED 3.25
 PS0638'MILES ON THIS ROAD AND TURN RIGHT (N) ON GRAVEL T-ROAD ACROSS
 PS0638'TRACKS.  GO A DISTANCE OF 6.0 MILES N TURN LEFT W, AND GO 0.25
 PS0638'MILE TO TOP OF GRADE AND STATION.
 PS0638'
 PS0638'STATION MARK IS IN E-W FENCE LINE 36 FEET S OF CENTER LINE OF
 PS0638'DIRT ROAD LEADING TO STATION.  MARK PROJECTS 4 INCHES ABOVE
 PS0638'GROUND.  MARK IS 0.2 MILE W OF NE CORNER OF SEC. 4, T 117 N,
 PS0638'R 65 W.
 PS0638'
 PS0638'REFERENCE MARK NO. 1 IS 0.2 MILE W OF NE CORNER OF SEC. 4,
 PS0638'T 117 N, R 65 W.  MARK IS IN E-W FENCE LINE 36 FEET S OF
 PS0638'CENTER LINE OF E-W DIRT ROAD, 120.46 FEET E OF STATION.  MARK
 PS0638'PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE MARK NO. 2 IS IN
 PS0638'THE SAME SECTION AND TOWNSHIP AS NO. 1 (ABOVE), 110.36 FEET E
 PS0638'OF STATION, 36 FEET S OF CENTER LINE OF E-W ROAD.  MARK PROJECTS
 PS0638'8 INCHES ABOVE GROUND.
 PS0638'
 PS0638'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE SE OF STATION IN
 PS0638'N-S FENCE, 2 FEET FROM DITCH LINE ON W SIDE OF ROAD.  38 FEET
 PS0638'W OF CENTER LINE OF N-S GRAVEL ROAD.  MARK IS 180 FEET S OF
 PS0638'FENCE CORNER.
 PS0638'
 PS0638'TO REACH FROM STATION GO 0.25 MILE E, TURN RIGHT (S) AND GO
 PS0638'0.5 MILE TO AZIMUTH ON W SIDE OF ROAD, ON SLIGHT RISE.
 PS0638'
 PS0638'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PS0638
 PS0638                          STATION RECOVERY (1935)
 PS0638
 PS0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0638'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 PS0638'FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 PS0638'MARK NO. 1 WAS FOUND TO BE 270 DEG 57 MIN 51 SEC INSTEAD OF
 PS0638'270 DEG 55 MIN 40.5 SEC IN THE ORIGINAL DESCRIPTION.  THE
 PS0638'DIRECTION TO REFERENCE MARK NO. 2 WAS FOUND TO BE 91 DEG 30 MIN
 PS0638'49 SEC INSTEAD OF 91 DEG 32 MIN 47.4 SEC IN THE ORIGINAL
 PS0638'DESCRIPTION.
 PS0638'
 PS0638'THIS STATION IS LOCATED 0.2 MILE W OF THE NE CORNER OF SEC.
 PS0638'4, T 117 N, R 65 W, ON THE S SIDE OF A GRADED DIRT ROAD, 36
 PS0638'FEET S OF THE CENTER LINE OF THE ROAD, 1 FOOT S OF THE
 PS0638'RIGHT-OF-WAY FENCE, AT THE TOP OF A GRADE IN THE ROAD.  THE
 PS0638'MARK PROJECTS 4 INCHES.
 PS0638'
 PS0638'REFERENCE MARK NO. 1 IS E OF THE STATION, 36 FEET S OF THE
 PS0638'CENTER LINE OF THE ROAD, 1 FOOT S OF THE RIGHT-OF-WAY FENCE
 PS0638'LINE, PROJECTS 8 INCHES AND IS SET ACCORDING TO NOTE 11B.
 PS0638'REFERENCE MARK NO. 2 IS W OF THE STATION, 36 FEET S OF THE
 PS0638'CENTER LINE OF THE ROAD, 1 FOOT S OF THE RIGHT-OF-WAY FENCE
 PS0638'LINE, PROJECTS 8 INCHES.
 PS0638'
 PS0638'THE AZIMUTH MARK IS SE OF THE STATION, 38 FEET W OF THE CENTER
 PS0638'LINE OF A GRAVEL ROAD, 2 FEET W OF THE DITCH LINE.  PROJECTS
 PS0638'6 INCHES.  THE MARK IS ABOUT
 PS0638'180 FEET S OF A FENCE CORNER, AND 0.5 MILE S OF CROSSROADS.
 PS0638'
 PS0638'TO REACH THE STATION GO W FROM THE HARLAN PACKARD HOTEL IN
 PS0638'REDFIELD TO U.S. HIGHWAY 212, TURN RIGHT (N) ON U.S. HIGHWAY
 PS0638'212 AND GO N AND W FOR 4.1 MILES TO AN EASY CURVE TO THE LEFT
 PS0638'(W), CONTINUE 3.25 MILES ON U.S. HIGHWAY 212 AND TURN RIGHT
 PS0638'(N) ON A GRAVEL T-ROAD, GO N ACROSS TRACKS 6.0 MILES TO
 PS0638'CROSSROADS, TURN LEFT (W) AND GO 0.25 MILE TO THE TOP OF A
 PS0638'GRADE AND STATION ON THE LEFT.
 PS0638'
 PS0638'LIGHTS 10 FEET ABOVE BALD-1934, 60 FEET ABOVE LINN, 74 FEET
 PS0638'ABOVE ASHTON AND LOVOLD ARE VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0475 ***********************************************************************
 QQ0475  DESIGNATION -  GRUPE
 QQ0475  PID         -  QQ0475
 QQ0475  STATE/COUNTY-  SD/MARSHALL
 QQ0475  COUNTRY     -  US
 QQ0475  USGS QUAD   -  NEWARK SW (2017)
 QQ0475
 QQ0475                         *CURRENT SURVEY CONTROL
 QQ0475  ______________________________________________________________________
 QQ0475* NAD 83(1996) POSITION- 45 50 39.01490(N) 097 54 26.09496(W)   ADJUSTED
 QQ0475* NAVD 88 ORTHO HEIGHT -   422.    (meters)     1385.    (feet) SCALED
 QQ0475  ______________________________________________________________________
 QQ0475  GEOID HEIGHT    -        -25.338 (meters)                     GEOID18
 QQ0475  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 QQ0475  HORZ ORDER      -  FIRST
 QQ0475
 QQ0475.The horizontal coordinates were established by classical geodetic methods
 QQ0475.and adjusted by the National Geodetic Survey in January 1998.
 QQ0475
 QQ0475.The orthometric height was scaled from a topographic map.
 QQ0475
 QQ0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0475.GEOID18 height accuracy estimate available here.
 QQ0475
 QQ0475.Click photographs - Photos may exist for this station.
 QQ0475
 QQ0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0475
 QQ0475. The following values were computed from the NAD 83(1996) position.
 QQ0475
 QQ0475;                    North         East     Units Scale Factor Converg.
 QQ0475;SPC SD N     -   225,562.075   762,553.496   MT  1.00003502   +1 28 52.0
 QQ0475;SPC SD N     -   740,031.57  2,501,810.93   sFT  1.00003502   +1 28 52.0
 QQ0475;UTM  14      - 5,077,314.593   584,851.342   MT  0.99968851   +0 47 02.5
 QQ0475
 QQ0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0475!SPC SD N     -   0.99993777  x   1.00003502  =   0.99997279
 QQ0475!UTM  14      -   0.99993777  x   0.99968851  =   0.99962630
 QQ0475
 QQ0475:                Primary Azimuth Mark                     Grid Az
 QQ0475:SPC SD N     -  GRUPE AZ MK                              053 22 48.5
 QQ0475:UTM  14      -  GRUPE AZ MK                              054 04 38.0
 QQ0475
 QQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8485177314(NAD 83)
 QQ0475
 QQ0475|---------------------------------------------------------------------|
 QQ0475| PID    Reference Object                     Distance      Geod. Az  |
 QQ0475|                                                           dddmmss.s |
 QQ0475| AH8196 GRUPE AZ MK                                        0545140.5 |
 QQ0475| CO5108 GRUPE RM 1                           19.671 METERS 08750     |
 QQ0475| QQ0455 BRITTON TANK                        APPROX.13.7 KM 1150051.3 |
 QQ0475| QQ0473 BRITTON MARSHALL CO COURTHOUSE DOME APPROX.13.3 KM 1162841.4 |
 QQ0475| CO5109 GRUPE RM 2                           21.704 METERS 31816     |
 QQ0475|---------------------------------------------------------------------|
 QQ0475
 QQ0475                          SUPERSEDED SURVEY CONTROL
 QQ0475
 QQ0475  NAD 83(1986)-  45 50 39.00832(N)    097 54 26.09423(W) AD(       ) 1
 QQ0475  NAD 27      -  45 50 39.20029(N)    097 54 24.69778(W) AD(       ) 1
 QQ0475
 QQ0475.Superseded values are not recommended for survey control.
 QQ0475
 QQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0475.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0475
 QQ0475_MARKER: DS = TRIANGULATION STATION DISK
 QQ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0475_STAMPING: GRUPE 1952
 QQ0475_MARK LOGO: CGS
 QQ0475_PROJECTION: FLUSH
 QQ0475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QQ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0475+STABILITY: SURFACE MOTION
 QQ0475
 QQ0475  HISTORY     - Date     Condition        Report By
 QQ0475  HISTORY     - 1952     MONUMENTED       CGS
 QQ0475  HISTORY     - 19830525 GOOD             NGS
 QQ0475
 QQ0475                          STATION DESCRIPTION
 QQ0475
 QQ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0475'THE STATION IS ABOUT 7-1/2 MILES WEST AND 3-1/2 MILES NORTH OF
 QQ0475'BRITTON, IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SEC. 3, T 127 N,
 QQ0475'R 59 W, ON LAND OWNED BY E. E. GRUPE.  IT IS 300 FEET WEST OF A FENCE
 QQ0475'AND 5 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 QQ0475'
 QQ0475'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 10 IN
 QQ0475'BRITTON, GO WEST ON HIGHWAY 10 FOR 6.85 MILES TO A CROSSROADS, TURN
 QQ0475'RIGHT AND GO NORTH 3.85 MILES TO A CROSSROADS AND THE AZIMUTH MARK,
 QQ0475'TURN LEFT AND GO WEST ON A EARTH ROAD FOR 0.5 MILE TO A GATE ON THE
 QQ0475'LEFT, TURN LEFT, PASS THROUGH THE GATE AND FOLLOW A FIELD ROAD SOUTH
 QQ0475'ALONG THE WEST SIDE OF A FENCE FOR 0.4 MILE, BEAR RIGHT AT THIS POINT
 QQ0475'AND GO WEST ABOUT 300 FEET TO THE HIGHEST POINT AND THE STATION.
 QQ0475'
 QQ0475'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRUPE 1952.
 QQ0475'
 QQ0475'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE WITNESS POST.  IT PROJECTS
 QQ0475'6 INCHES AND THE DISK IS STAMPED GRUPE NO 1 1952.
 QQ0475'
 QQ0475'REFERENCE MARK NO. 2 IS 70 FEET NORTHWEST OF THE WITNESS POST.  IT
 QQ0475'PROJECTS 5 INCHES AND THE DISK IS STAMPED GRUPE NO 2 1952.
 QQ0475'
 QQ0475'THE AZIMUTH MARK IS 54 FEET NORTHWEST OF THE CENTER OF A CROSSROADS, 7
 QQ0475'FEET NORTH OF A TELEPHONE POLE AND 2 FEET SOUTH OF A 4 X 4 INCH WHITE
 QQ0475'WITNESS POST.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED GRUPE
 QQ0475'1952.
 QQ0475'
 QQ0475'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QQ0475
 QQ0475                          STATION RECOVERY (1983)
 QQ0475
 QQ0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0475'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QQ0475'RECOVERED IN GOOD CONDITION.  SHORTER DISTANCES OF 0.018 M (0.059 FT)
 QQ0475'AND 0.009 M (0.030 FT) TO REFERENCE MARKS 1 AND 2, RESPECTIVELY, WERE
 QQ0475'NOTE.  THE 1952 MEASUREMENTS APPEAR TO BE MARK TO MARK DISTANCES,
 QQ0475'RATHER THAN HORIZONTAL DISTANCES.  DIRECTIONS TO THE MARKS CHECKED THE
 QQ0475'1952 DATA FAVORABLY.  NEW DESCRIPTIVE TEXT FOLLOWS.
 QQ0475'
 QQ0475'THE STATION IS LOCATED 13.7 KM (8.50 MI) WEST-NORTHWEST OF BRITTON,
 QQ0475'5.6 KM (3.45 MI) NORTH OF HIGHWAY 10, AND 0.8 KM (0.50 MI) WEST OF
 QQ0475'COUNTY ROAD 11, ON PROPERTY OF MR. ARTHUR GRUPE, BRITTON, SD.
 QQ0475'
 QQ0475'TO REACH THE STATION FROM THE COURTHOUSE IN BRITTO, GO WEST ON HIGHWAY
 QQ0475'10 FOR 11 KM (6.85 MI) TO A CROSSROAD.  TURN RIGHT, GO NORTH, ON
 QQ0475'ASPHALT ROAD FOR 4.7 KM (2.90 MI) TO MR. GRUPES FARMSTEAD ON THE LEFT.
 QQ0475'CONTINUE NORTH ON COUNTY ROAD 11 FOR 1.8 KM (1.10 MI) TO A CROSSROAD
 QQ0475'AND THE AZIMUTH MARK.  TURN LEFT, GO WEST, ALONG DIRT ROAD FOR 0.8 KM
 QQ0475'(0.50 MI) TO A GATE ON THE LEFT. TURN LEFT THROUGH GATE, GO SOUTH,
 QQ0475'ALONG WEST SIDE OF FENCE FOR 0.6 KM (0.35 MI) TO A GRASSY KNOLL ON THE
 QQ0475'RIGHT.  TURN RIGHT, GO WEST, FOR 0.1 KM (0.05 MI) TO TOP OF KNOLL AND
 QQ0475'STATION.
 QQ0475'
 QQ0475'THE STATION IS A STANDARD CGS DISK STAMPED--GRUPE 1952--SET INTO THE
 QQ0475'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES 30 CM IN DIAMETER FLUSH
 QQ0475'WITH THE GROUND.  LOCATED ON A GRASSY KNOLL WHICH HAS SCATTERED ROCKS
 QQ0475'AND SMALL BOULDERS ON IT.  LOCATED 4.3 METERS (14.1 FT) NORTHWEST FROM
 QQ0475'A GROUP OF 5 SMALL BOULDERS AND HIGHEST PART OF KNOLL.
 QQ0475'
 QQ0475'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED--GRUPE NO 1
 QQ0475'1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES 30 CM IN
 QQ0475'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED ALONG
 QQ0475'THE EAST SIDE OF THE KNOLL AND 2.4 FEET (0.7 M) LOWER THAN THE
 QQ0475'STATION.
 QQ0475'
 QQ0475'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED--GRUPE NO 2
 QQ0475'1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 IN (30 CM) IN
 QQ0475'DIAMETER PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 8.5
 QQ0475'METERS (27.9 FT) NORTHWEST FROM THE CENTER OF A GREY BOULDER IN A
 QQ0475'RECESSED AREA AND 2.6 FEET, (0.8 M) 0.78 METERS (2.56 FT) LOWER THAN
 QQ0475'THE STATION.
 QQ0475'
 QQ0475'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED--GRUPE 1952--SET
 QQ0475'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 QQ0475'DIAMETER PROJECTING 10 INCHES (25 CM) ABOVE THE GROUND.  LOCATED 13.4
 QQ0475'METERS (44.0 FT) WEST FROM THE CENTER OF THE ASPHALT ROAD.  9.9 METERS
 QQ0475'(32.5 FT) NORTH FROM THE CENTER OF THE DIRT ROAD.  7.9 METERS
 QQ0475'(25.9 FT) EAST-NORTHEAST FROM A METAL TELEPHONE PEDESTAL.  0.3 METERS
 QQ0475'(1.0 FT) NORTH FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2237 ***********************************************************************
 PU2237  DESIGNATION -  GUARD
 PU2237  PID         -  PU2237
 PU2237  STATE/COUNTY-  SD/MEADE
 PU2237  COUNTRY     -  US
 PU2237  USGS QUAD   -  UNION CENTER (2017)
 PU2237
 PU2237                         *CURRENT SURVEY CONTROL
 PU2237  ______________________________________________________________________
 PU2237* NAD 83(1996) POSITION- 44 31 27.51530(N) 102 38 50.29265(W)   ADJUSTED
 PU2237* NAVD 88 ORTHO HEIGHT -   876.    (meters)     2874.    (feet) SCALED
 PU2237  ______________________________________________________________________
 PU2237  GEOID HEIGHT    -        -18.275 (meters)                     GEOID18
 PU2237  LAPLACE CORR    -         -6.60  (seconds)                    DEFLEC18
 PU2237  HORZ ORDER      -  SECOND
 PU2237
 PU2237.The horizontal coordinates were established by classical geodetic methods
 PU2237.and adjusted by the National Geodetic Survey in January 1998.
 PU2237
 PU2237.The orthometric height was scaled from a topographic map.
 PU2237
 PU2237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2237.GEOID18 height accuracy estimate available here.
 PU2237
 PU2237.Click photographs - Photos may exist for this station.
 PU2237
 PU2237.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2237
 PU2237. The following values were computed from the NAD 83(1996) position.
 PU2237
 PU2237;                    North         East     Units Scale Factor Converg.
 PU2237;SPC SD N     -    80,223.521   389,590.091   MT  0.99998112   -1 52 25.0
 PU2237;SPC SD N     -   263,200.00  1,278,180.16   sFT  0.99998112   -1 52 25.0
 PU2237;UTM  13      - 4,932,801.792   686,957.294   MT  1.00002986   +1 39 00.8
 PU2237
 PU2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2237!SPC SD N     -   0.99986545  x   0.99998112  =   0.99984658
 PU2237!UTM  13      -   0.99986545  x   1.00002986  =   0.99989531
 PU2237
 PU2237:                Primary Azimuth Mark                     Grid Az
 PU2237:SPC SD N     -  MONTE                                    317 38 16.9
 PU2237:UTM  13      -  MONTE                                    314 06 51.1
 PU2237
 PU2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8695732801(NAD 83)
 PU2237
 PU2237|---------------------------------------------------------------------|
 PU2237| PID    Reference Object                     Distance      Geod. Az  |
 PU2237|                                                           dddmmss.s |
 PU2237| CQ3858 GUARD RM 1                           15.778 METERS 17845     |
 PU2237| CQ3859 GUARD RM 2                           21.872 METERS 27052     |
 PU2237| PU0920 MONTE                               APPROX. 5.8 KM 3154551.9 |
 PU2237|---------------------------------------------------------------------|
 PU2237
 PU2237                          SUPERSEDED SURVEY CONTROL
 PU2237
 PU2237  NAD 83(1993)-  44 31 27.50737(N)    102 38 50.29299(W) AD(       ) 2
 PU2237  NAD 83(1986)-  44 31 27.50692(N)    102 38 50.29253(W) AD(       ) 2
 PU2237  NAD 27      -  44 31 27.55370(N)    102 38 48.67660(W) AD(       ) 2
 PU2237
 PU2237.Superseded values are not recommended for survey control.
 PU2237
 PU2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2237.See file dsdata.pdf to determine how the superseded data were derived.
 PU2237
 PU2237_MARKER: DS = TRIANGULATION STATION DISK
 PU2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2237_STAMPING: GUARD 1962
 PU2237_MARK LOGO: CGS
 PU2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2237+STABILITY: SURFACE MOTION
 PU2237
 PU2237  HISTORY     - Date     Condition        Report By
 PU2237  HISTORY     - 1962     MONUMENTED       CGS
 PU2237
 PU2237                          STATION DESCRIPTION
 PU2237
 PU2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2237'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF ENNING,
 PU2237'ABOUT 2.5 MILES SOUTH AND 1.0 MILE EAST OF UNION CENTER, ON A LOW
 PU2237'HILL.
 PU2237'
 PU2237'TO REACH THE STATION FROM UNION CENTER GO EAST ON STATE HIGHWAY
 PU2237'34 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 PU2237'AND SOUTHEAST ON GRAVEL ROAD FOR 3.0 MILES TO A CATTLE GUARD
 PU2237'ACROSS THE ROAD AND STATION ON SOUTHWEST SIDE OF THE ROAD.
 PU2237'
 PU2237'THE STATION MARK IS A STANDARD DISK STAMPED GUARD 1962 SET IN
 PU2237'THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER AND PROJECTS
 PU2237'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 20 FEET SOUTHWEST OF THE
 PU2237'CENTER OF GRAVEL ROAD, 16.5 FEET SOUTH OF THE SOUTHWEST END
 PU2237'OF A CATTLE GUARD AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.
 PU2237'
 PU2237'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUARD NO 1 1962 SET
 PU2237'IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER AND
 PU2237'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 6.8 FEET
 PU2237'NORTHWEST OF A 3-WAY FENCE CORNER AND 1 FOOT NORTH OF A
 PU2237'NORTHWEST-SOUTHEAST FENCE LINE.  IT IS ABOUT 2 FEET LOWER THAN
 PU2237'THE STATION ELEVATION.
 PU2237'
 PU2237'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GUARD NO 2 1962
 PU2237'SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER
 PU2237'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 62 FEET
 PU2237'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 17 FEET NORTHWEST OF
 PU2237'THE CENTER OF A LARGE WITE GATE AND 1 FOOT NORTH OF A
 PU2237'NORTHWEST-SOUTHEAST FENCE LINE.  IT IS ABOUT THE SAME ELEVATION
 PU2237'AS THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0756 ***********************************************************************
 PT0756  DESIGNATION -  GUIDE
 PT0756  PID         -  PT0756
 PT0756  STATE/COUNTY-  SD/HAAKON
 PT0756  COUNTRY     -  US
 PT0756  USGS QUAD   -  BOWEN RANCH (2017)
 PT0756
 PT0756                         *CURRENT SURVEY CONTROL
 PT0756  ______________________________________________________________________
 PT0756* NAD 83(1996) POSITION- 44 02 14.19752(N) 101 50 25.90568(W)   ADJUSTED
 PT0756* NAVD 88 ORTHO HEIGHT -   793.011 (meters)     2601.74  (feet) ADJUSTED
 PT0756  ______________________________________________________________________
 PT0756  GEOID HEIGHT    -        -20.458 (meters)                     GEOID18
 PT0756  LAPLACE CORR    -         -8.93  (seconds)                    DEFLEC18
 PT0756  DYNAMIC HEIGHT  -        792.778 (meters)     2600.97  (feet) COMP
 PT0756  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 PT0756
 PT0756  HORZ ORDER      -  SECOND
 PT0756  VERT ORDER      -  SECOND    CLASS 0
 PT0756
 PT0756.The horizontal coordinates were established by classical geodetic methods
 PT0756.and adjusted by the National Geodetic Survey in January 1998.
 PT0756
 PT0756.The orthometric height was determined by differential leveling and
 PT0756.adjusted by the NATIONAL GEODETIC SURVEY
 PT0756.in June 1991.
 PT0756
 PT0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0756.GEOID18 height accuracy estimate available here.
 PT0756
 PT0756.Click photographs - Photos may exist for this station.
 PT0756
 PT0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0756
 PT0756.The dynamic height is computed by dividing the NAVD 88
 PT0756.geopotential number by the normal gravity value computed on the
 PT0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0756.degrees latitude (g = 980.6199 gals.).
 PT0756
 PT0756.The modeled gravity was interpolated from observed gravity values.
 PT0756
 PT0756. The following values were computed from the NAD 83(1996) position.
 PT0756
 PT0756;                    North         East     Units Scale Factor Converg.
 PT0756;SPC SD S     -   190,392.653   479,203.914   MT  0.99993356   -1 02 23.1
 PT0756;SPC SD S     -   624,646.56  1,572,188.17   sFT  0.99993356   -1 02 23.1
 PT0756;UTM  14      - 4,879,936.515   272,402.454   MT  1.00023714   -1 58 31.3
 PT0756
 PT0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0756!SPC SD S     -   0.99987887  x   0.99993356  =   0.99981244
 PT0756!UTM  14      -   0.99987887  x   1.00023714  =   1.00011599
 PT0756
 PT0756:                Primary Azimuth Mark                     Grid Az
 PT0756:SPC SD S     -  PHILIP MUNICIPAL STANDPIPE               082 33 12.0
 PT0756:UTM  14      -  PHILIP MUNICIPAL STANDPIPE               083 29 20.2
 PT0756
 PT0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7240279936(NAD 83)
 PT0756
 PT0756|---------------------------------------------------------------------|
 PT0756| PID    Reference Object                     Distance      Geod. Az  |
 PT0756|                                                           dddmmss.s |
 PT0756| PT1158 PHILIP MUNICIPAL STANDPIPE          APPROX.14.8 KM 0813048.9 |
 PT0756| PT0754 GUIDE AZ MK                                        0832919.7 |
 PT0756| PT1156 PHILIP MUN AIRPORT BEACON           APPROX.19.4 KM 0845808.9 |
 PT0756| PT0755 GUIDE RM 1                            8.038 METERS 11543     |
 PT0756| PT1168 SILENT GUIDE MONUMENT                 9.031 METERS 11746     |
 PT0756| PT0757 GUIDE RM 2                           11.778 METERS 30527     |
 PT0756|---------------------------------------------------------------------|
 PT0756
 PT0756                          SUPERSEDED SURVEY CONTROL
 PT0756
 PT0756  NAD 83(1986)-  44 02 14.18982(N)    101 50 25.90770(W) AD(       ) 2
 PT0756  NAD 27      -  44 02 14.23020(N)    101 50 24.37870(W) AD(       ) 2
 PT0756  NGVD 29 (??/??/92)  792.560  (m)         2600.26   (f) ADJ UNCH    2 0
 PT0756  NGVD 29             792.56   (m)         2600.3    (f) LEVELING    3  
 PT0756
 PT0756.Superseded values are not recommended for survey control.
 PT0756
 PT0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0756.See file dsdata.pdf to determine how the superseded data were derived.
 PT0756
 PT0756_MARKER: DS = TRIANGULATION STATION DISK
 PT0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0756_STAMPING: GUIDE 1950
 PT0756_MARK LOGO: CGS
 PT0756_PROJECTION: FLUSH
 PT0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0756+STABILITY: SURFACE MOTION
 PT0756
 PT0756  HISTORY     - Date     Condition        Report By
 PT0756  HISTORY     - 1950     MONUMENTED       CGS
 PT0756  HISTORY     - 1961     GOOD             CGS
 PT0756  HISTORY     - 1962     GOOD             CGS
 PT0756  HISTORY     - 1977     GOOD             NGS
 PT0756
 PT0756                          STATION DESCRIPTION
 PT0756
 PT0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT0756'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF PHILIP, ABOUT
 PT0756'100 YARDS SOUTH OF A GRADED DIRT ROAD, AND NEAR THE SOUTHEAST
 PT0756'EDGE OF A PROMINENT NORTHWEST-SOUTHEAST RIDGE.
 PT0756'
 PT0756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 73
 PT0756'AND U.S. HIGHWAY NO. 14 IN PHILIP, GO WEST ON A GRAVELED ROAD
 PT0756'(ROAD SOON BECOMES A GRADED DIRT ROAD AND IS NOT A NUMBERED
 PT0756'HIGHWAY) FOR 6.15 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE WEST
 PT0756'FOR 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PT0756'CONTINUE WEST FOR 0.6 MILE TO THE STATION ON THE LEFT AS
 PT0756'DESCRIBED.
 PT0756'
 PT0756'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 PT0756'STAMPED GUIDE 1950.
 PT0756'
 PT0756'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE NORTHWEST
 PT0756'CORNER OF THE CONCRETE BASE OF THE SILENT GUIDE MONUMENT.  IT
 PT0756'IS STAMPED GUIDE NO 1 1950.
 PT0756'
 PT0756'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 PT0756'2 INCHES, AND THE DISK IS STAMPED GUIDE NO 2 19N0.
 PT0756'
 PT0756'THE AZIMUTH MARK IS ABOUT 50 YARDS WEST-NORTHWEST AND ACROSS
 PT0756'A GRADED DIRT ROAD FROM A LONE FARM HOUSE, 30 FEET NORTH OF
 PT0756'THE CENTER OF THE GRADED DIRT ROAD, 3.7 FEET WEST OF A WITNESS
 PT0756'POST, AND 2 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS 4 INCHES,
 PT0756'AND THE DISK IS STAMPED GUIDE 1950.
 PT0756'
 PT0756'THE STATION MARK AND THE AZIMUTH MARK ARE STANDARD DISKS SET
 PT0756'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.  REFERENCE MARK NO. 2
 PT0756'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 PT0756'POST.
 PT0756
 PT0756                          STATION RECOVERY (1961)
 PT0756
 PT0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0756'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 PT0756'AND APPEARED TO BE IN GOOD CONDITION, HOWEVER A DISCREPANCY OF
 PT0756'APPROXIMATELY 5 MINUTES IN DIRECTION AND 0.03 FOOT IN DISTANCE
 PT0756'TO EACH OF THE REFERENCE MARKS WAS NOTED AND THE CURRENT VALUES
 PT0756'WERE VERIFIED.  THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE
 PT0756'LOCATED ON THE IMMEDIATE EDGE OF A BORROW PIT AND IN AN UNSTABLE
 PT0756'CONDITION.  A DISCREPANCY OF APPROXIMATELY 21 SECONDS IN
 PT0756'DIRECTION WAS NOTED BETWEEN THE ORIGINAL AND THE CURRENT
 PT0756'OBSERVATIONS.  THE CURRENT VALUE WAS VERIFIED.
 PT0756'
 PT0756'THE ORIGINAL AND CURRENT ANGLES BETWEEN SMITH 1950, PHIL 1950
 PT0756'AND THE PHILIP MUNICIPAL STANDPIPE COMPARED WITHIN SPECIFIED
 PT0756'REQUIRMENTS.
 PT0756'
 PT0756'DUE TO CHANGES IN THE HIGHWAYS A COMPLETE NEW DESCRIPTION
 PT0756'FOLLOWS.
 PT0756'
 PT0756'STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF PHILIP, 100 YARDS
 PT0756'SOUTH OF A EAST-WEST DIRT ROAD AND NEAR THE SOUTHEAST END OF
 PT0756'A PROMINIENT RIDGE.  IT IS IN SECTION 21, R 18 E, T 1 N.
 PT0756'
 PT0756'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT0756'73 AT THE NORTH EDGE OF PHILIP, GO SOUTHWEST ON HIGHWAY 14 FOR
 PT0756'3.3 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 PT0756'AND WEST FOR 3.7 MILES TO A FORK, TAKE LEFT FORK AND GO WEST ON
 PT0756'DIRT ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 PT0756'CONTINUE WEST FOR 0.6 MILE TO THE STATION ON THE LEFT ABOUT
 PT0756'100 YARDS SOUTH OF THE ROAD.
 PT0756'
 PT0756'STATION MARK, A STANDARD DISK STAMPED GUIDE 1950, IS SET IN THE
 PT0756'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PT0756'GROUND.
 PT0756'
 PT0756'REFERENCE MARK 1, A STANDARD DISK STAMPED GUIDE NO 1 1950, IS
 PT0756'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE SILENT
 PT0756'GUIDE MONUMENT AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 PT0756'
 PT0756'REFERENCE MARK 2, A STANDARD DISK STAMPED GUIDE NO 2 1950, IS
 PT0756'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PT0756'PROJECTS 4 INCHES.
 PT0756'
 PT0756'AZIMUTH MARK, A STANDARD DISK STAMPED GUIDE 1950, IS SET IN THE
 PT0756'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT0756'6 INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 PT0756'2 FEET SOUTH OF THE EAST-WEST PROPERTY FENCE AND 1.6 FEET SOUTH
 PT0756'OF A METAL WITNESS POST WITH SIGN.
 PT0756
 PT0756                          STATION RECOVERY (1962)
 PT0756
 PT0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0756'8.2 MI NE FROM COTTONWOOD.
 PT0756'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE AT
 PT0756'COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0756'THENCE 2.35 MILES EAST ALONG A GRADED DIRT ROAD, ON THE CREST
 PT0756'OF A PROMINENT HILL, 326 FEET SOUTH OF THE CENTER LINE OF THE
 PT0756'ROAD, 25 1/2 FEET WEST-NORTHWEST OF THE NORTHWEST OF A STONE
 PT0756'AND CONCRETE MONUMENT, 38.7 FEET EAST-SOUTHEAST OF GUIDE NO. 2,
 PT0756'26.3 FEET WEST-NORTHWEST OF GUIDE NO. 1, AND SET IN THE TOP OF A
 PT0756'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 PT0756
 PT0756                          STATION RECOVERY (1977)
 PT0756
 PT0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PT0756'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 PT0756'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND TIPPED
 PT0756'OVER, THE GROUND HAD BEEN GRADED AWAY FROM IT, THE DISK WAS REMOVED
 PT0756'AT THIS TIME.  A NEW AZIMUTH MARK WAS NOT SET AS OTHER OBJECTS
 PT0756'WERE NOT VISIBLE DUE TO WEATHER CONDITIONS.
 PT0756'
 PT0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.5 MILES
 PT0756'WEST OF PHILIP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0754 ***********************************************************************
 PT0754  DESIGNATION -  GUIDE AZ MK
 PT0754  PID         -  PT0754
 PT0754  STATE/COUNTY-  SD/HAAKON
 PT0754  COUNTRY     -  US
 PT0754  USGS QUAD   -  BOWEN RANCH (2017)
 PT0754
 PT0754                         *CURRENT SURVEY CONTROL
 PT0754  ______________________________________________________________________
 PT0754* NAD 83(1986) POSITION- 44 02 18.     (N) 101 49 40.     (W)   SCALED
 PT0754* NAVD 88 ORTHO HEIGHT -   754.563 (meters)     2475.60  (feet) ADJUSTED
 PT0754  ______________________________________________________________________
 PT0754  GEOID HEIGHT    -        -20.504 (meters)                     GEOID18
 PT0754  DYNAMIC HEIGHT  -        754.341 (meters)     2474.87  (feet) COMP
 PT0754  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 PT0754
 PT0754  VERT ORDER      -  SECOND    CLASS 0
 PT0754
 PT0754.The horizontal coordinates were scaled from a map and have
 PT0754.an estimated accuracy of +/- 6 seconds.
 PT0754
 PT0754.The orthometric height was determined by differential leveling and
 PT0754.adjusted by the NATIONAL GEODETIC SURVEY
 PT0754.in June 1991.
 PT0754
 PT0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0754.GEOID18 height accuracy estimate available here.
 PT0754
 PT0754.Click photographs - Photos may exist for this station.
 PT0754
 PT0754.The dynamic height is computed by dividing the NAVD 88
 PT0754.geopotential number by the normal gravity value computed on the
 PT0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0754.degrees latitude (g = 980.6199 gals.).
 PT0754
 PT0754.The modeled gravity was interpolated from observed gravity values.
 PT0754
 PT0754;                    North         East    Units  Estimated Accuracy
 PT0754;SPC SD S     -   190,490.      480,230.      MT  (+/- 180 meters Scaled)
 PT0754
 PT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP734800(NAD 83)
 PT0754
 PT0754                          SUPERSEDED SURVEY CONTROL
 PT0754
 PT0754  NGVD 29 (??/??/92)  754.110  (m)         2474.11   (f) ADJ UNCH    2 0
 PT0754
 PT0754.Superseded values are not recommended for survey control.
 PT0754
 PT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0754.See file dsdata.pdf to determine how the superseded data were derived.
 PT0754
 PT0754_MARKER: DZ = AZIMUTH MARK DISK
 PT0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0754_STAMPING: GUIDE 1950
 PT0754_MARK LOGO: CGS
 PT0754_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0754+STABILITY: SURFACE MOTION
 PT0754
 PT0754  HISTORY     - Date     Condition        Report By
 PT0754  HISTORY     - 1950     MONUMENTED       CGS
 PT0754  HISTORY     - 1962     GOOD             CGS
 PT0754
 PT0754                          STATION DESCRIPTION
 PT0754
 PT0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0754'8.8 MI NE FROM COTTONWOOD.
 PT0754'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE AT
 PT0754'COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0754'THENCE 3.0 MILES EAST ALONG A GRADED DIRT ROAD, NORTHWEST OF
 PT0754'AND ACROSS THE ROAD FROM A SMALL FARMHOUSE, 0.65 MILE EAST OF
 PT0754'GUIDE 1950 TRIANGULATION STATION, 31 FEET NORTH OF THE CENTER
 PT0754'LINE OF THE ROAD, 31 FEET WEST-SOUTHWEST OF A POWER POLE, 2.2
 PT0754'FEET SOUTH OF A METAL WITNESS POST, 1 1/2 FEET SOUTH OF A FENCE
 PT0754'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PT0754'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0755 ***********************************************************************
 PT0755  DESIGNATION -  GUIDE RM 1
 PT0755  PID         -  PT0755
 PT0755  STATE/COUNTY-  SD/HAAKON
 PT0755  COUNTRY     -  US
 PT0755  USGS QUAD   -  BOWEN RANCH (2017)
 PT0755
 PT0755                         *CURRENT SURVEY CONTROL
 PT0755  ______________________________________________________________________
 PT0755* NAD 83(1986) POSITION- 44 02 14.08   (N) 101 50 25.58   (W)   HD_HELD1
 PT0755* NAVD 88 ORTHO HEIGHT -   793.551 (meters)     2603.51  (feet) ADJUSTED
 PT0755  ______________________________________________________________________
 PT0755  GEOID HEIGHT    -        -20.459 (meters)                     GEOID18
 PT0755  DYNAMIC HEIGHT  -        793.318 (meters)     2602.74  (feet) COMP
 PT0755  MODELED GRAVITY -    980,298.8   (mgal)                       NAVD 88
 PT0755
 PT0755  VERT ORDER      -  SECOND    CLASS 0
 PT0755
 PT0755.The horizontal coordinates were determined by differentially corrected
 PT0755.hand held GPS observations or other comparable positioning techniques
 PT0755.and have an estimated accuracy of +/- 3 meters.
 PT0755
 PT0755.The orthometric height was determined by differential leveling and
 PT0755.adjusted by the NATIONAL GEODETIC SURVEY
 PT0755.in June 1991.
 PT0755
 PT0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0755.GEOID18 height accuracy estimate available here.
 PT0755
 PT0755.Click photographs - Photos may exist for this station.
 PT0755
 PT0755.The dynamic height is computed by dividing the NAVD 88
 PT0755.geopotential number by the normal gravity value computed on the
 PT0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0755.degrees latitude (g = 980.6199 gals.).
 PT0755
 PT0755.The modeled gravity was interpolated from observed gravity values.
 PT0755
 PT0755;                    North         East    Units  Estimated Accuracy
 PT0755;SPC SD S     -   190,388.9     479,211.1     MT  (+/- 3 meters HH1 GPS) 
 PT0755
 PT0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7240979932(NAD 83)
 PT0755
 PT0755                          SUPERSEDED SURVEY CONTROL
 PT0755
 PT0755  NGVD 29 (??/??/92)  793.101  (m)         2602.03   (f) ADJ UNCH    2 0
 PT0755
 PT0755.Superseded values are not recommended for survey control.
 PT0755
 PT0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0755.See file dsdata.pdf to determine how the superseded data were derived.
 PT0755
 PT0755_MARKER: DR = REFERENCE MARK DISK
 PT0755_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0755_SP_SET: FOUNDATION
 PT0755_STAMPING: GUIDE NO 1 1950
 PT0755_MARK LOGO: CGS
 PT0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0755+STABILITY: SURFACE MOTION
 PT0755
 PT0755  HISTORY     - Date     Condition        Report By
 PT0755  HISTORY     - 1950     MONUMENTED       CGS
 PT0755  HISTORY     - 1962     GOOD             CGS
 PT0755
 PT0755                          STATION DESCRIPTION
 PT0755
 PT0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0755'8.2 MI NE FROM COTTONWOOD.
 PT0755'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE AT
 PT0755'COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0755'THENCE 2.35 MILES EAST ALONG A GRADED DIRT ROAD, ON THE CREST
 PT0755'OF A PROMINENT HILL, 26.3 FEET EAST-SOUTHEAST OF GUIDE 1950
 PT0755'TRIANGULATION STATION, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 PT0755'ROAD, AND SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 PT0755'FOUNDATION OF A STONE AND CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0757 ***********************************************************************
 PT0757  DESIGNATION -  GUIDE RM 2
 PT0757  PID         -  PT0757
 PT0757  STATE/COUNTY-  SD/HAAKON
 PT0757  COUNTRY     -  US
 PT0757  USGS QUAD   -  BOWEN RANCH (2017)
 PT0757
 PT0757                         *CURRENT SURVEY CONTROL
 PT0757  ______________________________________________________________________
 PT0757* NAD 83(1986) POSITION- 44 02 14.42   (N) 101 50 26.34   (W)   HD_HELD1
 PT0757* NAVD 88 ORTHO HEIGHT -   792.634 (meters)     2600.50  (feet) ADJUSTED
 PT0757  ______________________________________________________________________
 PT0757  GEOID HEIGHT    -        -20.458 (meters)                     GEOID18
 PT0757  DYNAMIC HEIGHT  -        792.402 (meters)     2599.74  (feet) COMP
 PT0757  MODELED GRAVITY -    980,298.8   (mgal)                       NAVD 88
 PT0757
 PT0757  VERT ORDER      -  SECOND    CLASS 0
 PT0757
 PT0757.The horizontal coordinates were determined by differentially corrected
 PT0757.hand held GPS observations or other comparable positioning techniques
 PT0757.and have an estimated accuracy of +/- 3 meters.
 PT0757
 PT0757.The orthometric height was determined by differential leveling and
 PT0757.adjusted by the NATIONAL GEODETIC SURVEY
 PT0757.in June 1991.
 PT0757
 PT0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0757.GEOID18 height accuracy estimate available here.
 PT0757
 PT0757.Click photographs - Photos may exist for this station.
 PT0757
 PT0757.The dynamic height is computed by dividing the NAVD 88
 PT0757.geopotential number by the normal gravity value computed on the
 PT0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0757.degrees latitude (g = 980.6199 gals.).
 PT0757
 PT0757.The modeled gravity was interpolated from observed gravity values.
 PT0757
 PT0757;                    North         East    Units  Estimated Accuracy
 PT0757;SPC SD S     -   190,399.7     479,194.4     MT  (+/- 3 meters HH1 GPS) 
 PT0757
 PT0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7239379943(NAD 83)
 PT0757
 PT0757                          SUPERSEDED SURVEY CONTROL
 PT0757
 PT0757  NGVD 29 (??/??/92)  792.184  (m)         2599.02   (f) ADJ UNCH    2 0
 PT0757
 PT0757.Superseded values are not recommended for survey control.
 PT0757
 PT0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0757.See file dsdata.pdf to determine how the superseded data were derived.
 PT0757
 PT0757_MARKER: DR = REFERENCE MARK DISK
 PT0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0757_STAMPING: GUIDE NO 2 1950
 PT0757_MARK LOGO: CGS
 PT0757_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0757+STABILITY: SURFACE MOTION
 PT0757
 PT0757  HISTORY     - Date     Condition        Report By
 PT0757  HISTORY     - 1950     MONUMENTED       CGS
 PT0757  HISTORY     - 1962     GOOD             CGS
 PT0757
 PT0757                          STATION DESCRIPTION
 PT0757
 PT0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0757'8.2 MI NE FROM COTTONWOOD.
 PT0757'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE AT
 PT0757'COTTONWOOD, THENCE 5.5 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0757'THENCE 2.35 MILES EAST ALONG A GRADED DIRT ROAD, ON THE CREST OF
 PT0757'A PROMINENT HILL, 64.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 PT0757'CORNER OF A STONE AND CONCRETE MONUMENT, 38.7 FEET WEST-NORTHWEST
 PT0757'OF GUIDE 1950 TRIANGULATION STATION, AND SET IN THE TOP OF A
 PT0757'CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0828 ***********************************************************************
 OQ0828  DESIGNATION -  GUNDERSON
 OQ0828  PID         -  OQ0828
 OQ0828  STATE/COUNTY-  SD/MINNEHAHA
 OQ0828  COUNTRY     -  US
 OQ0828  USGS QUAD   -  CROOKS (2017)
 OQ0828
 OQ0828                         *CURRENT SURVEY CONTROL
 OQ0828  ______________________________________________________________________
 OQ0828* NAD 83(1996) POSITION- 43 43 05.22242(N) 096 45 03.20230(W)   ADJUSTED
 OQ0828* NAVD 88 ORTHO HEIGHT -   468.    (meters)     1535.    (feet) SCALED
 OQ0828  ______________________________________________________________________
 OQ0828  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 OQ0828  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 OQ0828  HORZ ORDER      -  SECOND
 OQ0828
 OQ0828.The horizontal coordinates were established by classical geodetic methods
 OQ0828.and adjusted by the National Geodetic Survey in January 1998.
 OQ0828
 OQ0828.The orthometric height was scaled from a topographic map.
 OQ0828
 OQ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0828.GEOID18 height accuracy estimate available here.
 OQ0828
 OQ0828.Click photographs - Photos may exist for this station.
 OQ0828
 OQ0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0828
 OQ0828. The following values were computed from the NAD 83(1996) position.
 OQ0828
 OQ0828;                    North         East     Units Scale Factor Converg.
 OQ0828;SPC SD S     -   160,062.248   888,575.099   MT  0.99990838   +2 28 16.9
 OQ0828;SPC SD S     -   525,137.56  2,915,266.80   sFT  0.99990838   +2 28 16.9
 OQ0828;UTM  14      - 4,843,023.728   681,174.110   MT  1.00000375   +1 33 17.3
 OQ0828
 OQ0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0828!SPC SD S     -   0.99993068  x   0.99990838  =   0.99983907
 OQ0828!UTM  14      -   0.99993068  x   1.00000375  =   0.99993443
 OQ0828
 OQ0828:                Primary Azimuth Mark                     Grid Az
 OQ0828:SPC SD S     -  GUNDERSON AZ MK                          260 07 18.1
 OQ0828:UTM  14      -  GUNDERSON AZ MK                          261 02 17.7
 OQ0828
 OQ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8117443023(NAD 83)
 OQ0828
 OQ0828|---------------------------------------------------------------------|
 OQ0828| PID    Reference Object                     Distance      Geod. Az  |
 OQ0828|                                                           dddmmss.s |
 OQ0828| OQ0765 BALTIC MUNICIPAL TANK               APPROX. 4.7 KM 0134907.4 |
 OQ0828| CO3198 GUNDERSON RM 1                                     18010     |
 OQ0828| CO3199 GUNDERSON RM 2                                     25914     |
 OQ0828| CO3197 GUNDERSON AZ MK                                    2623535.0 |
 OQ0828|---------------------------------------------------------------------|
 OQ0828
 OQ0828                          SUPERSEDED SURVEY CONTROL
 OQ0828
 OQ0828  NAD 83(1995)-  43 43 05.22693(N)    096 45 03.18320(W) AD(       ) 2
 OQ0828  NAD 83(1986)-  43 43 05.22636(N)    096 45 03.18118(W) AD(       ) 2
 OQ0828  NAD 27      -  43 43 05.31700(N)    096 45 01.99600(W) AD(       ) 2
 OQ0828
 OQ0828.Superseded values are not recommended for survey control.
 OQ0828
 OQ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0828.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0828
 OQ0828_MARKER: DS = TRIANGULATION STATION DISK
 OQ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0828_STAMPING: GUNDERSON 1949
 OQ0828_MARK LOGO: CGS
 OQ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0828+STABILITY: SURFACE MOTION
 OQ0828
 OQ0828  HISTORY     - Date     Condition        Report By
 OQ0828  HISTORY     - 1949     MONUMENTED       CGS
 OQ0828  HISTORY     - 1953     GOOD             CGS
 OQ0828
 OQ0828                          STATION DESCRIPTION
 OQ0828
 OQ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0828'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF THE VILLAGE OF
 OQ0828'BALTIC, ALONG THE WEST BANK OF THE SIOUX RIVER, IT IS 184 FEET
 OQ0828'NORTH-NORTHEAST OF A BRACED POWERLINE POLE, 139 FEET EAST OF THE
 OQ0828'CENTERLINE OF THE ROAD AND 75 FEET SOUTHEAST OF A POWERLINE
 OQ0828'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OQ0828'GUNDERSON 1949.
 OQ0828'
 OQ0828'REFERENCE MARK, NO. 1 IS SOUTH OF THE STATION, 88 FEET EAST OF
 OQ0828'A BRACED POWERLINE POLE AND IS IN THE EAST-WEST FENCELINE.  THE
 OQ0828'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GUNDERSON NO 1
 OQ0828'1949.
 OQ0828'
 OQ0828'REFERENCE MARK, NO. 2 IS WEST-SOUTHWEST OF THE STATION, 34 FEET
 OQ0828'EAST OF THE CENTERLINE OF THE ROAD AND IS IN THE NORTH-SOUTH
 OQ0828'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OQ0828'GUNDERSON NO 2 1949.
 OQ0828'
 OQ0828'AZIMUTH MARK, IS APPROXIMATELY 0.3 MILE WEST-SOUTHWEST OF THE
 OQ0828'STATION, 34 FEET EAST OF A FENCE CORNER, 32 FEET SOUTH OF THE
 OQ0828'CENTERLINE OF THE ROAD AND 2 FEET EAST OF A WITNESS POST.  THE
 OQ0828'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GUNDERSON 1949
 OQ0828'
 OQ0828'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 OQ0828'77 IN THE EAST EDGE OF DELL RAPIDS, GO SOUTH ON HIGHWAY 77 FOR
 OQ0828'6.4 MILES TO A CROSSROAD, TURN RIGHT (WEST) FOR 1.4 MILES THE
 OQ0828'CROSSROADS JUST WEST OF THE RAILROAD, TURN LEFT (SOUTH) FOR 0.8
 OQ0828'MILE TO A T-ROAD RIGHT, TURN RIGHT (WEST) FOR 0.8 MILE TO A SIDE
 OQ0828'ROAD LEFT, TURN SHARP LEFT AND GO 0.25 MILE TO TOP OF THE HILL
 OQ0828'AND STATION ON THE LEFT.
 OQ0828'
 OQ0828'TO REACH THE AZIMUTH FROM THE T-ROAD JUST SOUTHWEST OF THE
 OQ0828'STATION, GO WEST FOR 0.25 MILE TO MARK ON THE LEFT.
 OQ0828'
 OQ0828'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OQ0828
 OQ0828                          STATION RECOVERY (1953)
 OQ0828
 OQ0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0828'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 OQ0828'THE DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE
 OQ0828'NOT CHECKED.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0722 ***********************************************************************
 PS0722  DESIGNATION -  GUS
 PS0722  PID         -  PS0722
 PS0722  STATE/COUNTY-  SD/HUGHES
 PS0722  COUNTRY     -  US
 PS0722  USGS QUAD   -  DE GREY NE (2017)
 PS0722
 PS0722                         *CURRENT SURVEY CONTROL
 PS0722  ______________________________________________________________________
 PS0722* NAD 83(1996) POSITION- 44 24 05.90544(N) 099 50 43.86372(W)   ADJUSTED
 PS0722* NAVD 88 ORTHO HEIGHT -   535.    (meters)     1755.    (feet) SCALED
 PS0722  ______________________________________________________________________
 PS0722  GEOID HEIGHT    -        -23.813 (meters)                     GEOID18
 PS0722  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 PS0722  HORZ ORDER      -  SECOND
 PS0722
 PS0722.The horizontal coordinates were established by classical geodetic methods
 PS0722.and adjusted by the National Geodetic Survey in January 1998.
 PS0722
 PS0722.The orthometric height was scaled from a topographic map.
 PS0722
 PS0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0722.GEOID18 height accuracy estimate available here.
 PS0722
 PS0722.Click photographs - Photos may exist for this station.
 PS0722
 PS0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0722
 PS0722. The following values were computed from the NAD 83(1996) position.
 PS0722
 PS0722;                    North         East     Units Scale Factor Converg.
 PS0722;SPC SD S     -   229,896.019   638,860.722   MT  1.00000039   +0 20 11.5
 PS0722;SPC SD S     -   754,250.52  2,095,995.55   sFT  1.00000039   +0 20 11.5
 PS0722;UTM  14      - 4,916,831.342   432,670.283   MT  0.99965575   -0 35 29.8
 PS0722
 PS0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0722!SPC SD S     -   0.99991980  x   1.00000039  =   0.99992019
 PS0722!UTM  14      -   0.99991980  x   0.99965575  =   0.99957557
 PS0722
 PS0722:                Primary Azimuth Mark                     Grid Az
 PS0722:SPC SD S     -  GUS AZ MK                                181 38 16.5
 PS0722:UTM  14      -  GUS AZ MK                                182 33 57.8
 PS0722
 PS0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3267016831(NAD 83)
 PS0722
 PS0722|---------------------------------------------------------------------|
 PS0722| PID    Reference Object                     Distance      Geod. Az  |
 PS0722|                                                           dddmmss.s |
 PS0722| CO5118 GUS RM 1                             12.737 METERS 17839     |
 PS0722| CO5117 GUS AZ MK                                          1815828.0 |
 PS0722| CO5119 GUS RM 2                             15.444 METERS 26614     |
 PS0722|---------------------------------------------------------------------|
 PS0722
 PS0722                          SUPERSEDED SURVEY CONTROL
 PS0722
 PS0722  NAD 83(1986)-  44 24 05.90201(N)    099 50 43.86931(W) AD(       ) 2
 PS0722  NAD 27      -  44 24 05.96300(N)    099 50 42.43900(W) AD(       ) 2
 PS0722
 PS0722.Superseded values are not recommended for survey control.
 PS0722
 PS0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0722.See file dsdata.pdf to determine how the superseded data were derived.
 PS0722
 PS0722_MARKER: DH = HORIZONTAL CONTROL DISK
 PS0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0722_STAMPING: GUS 1948 1984
 PS0722_MARK LOGO: NGS
 PS0722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0722+STABILITY: SURFACE MOTION
 PS0722
 PS0722  HISTORY     - Date     Condition        Report By
 PS0722  HISTORY     - 1948     MONUMENTED       CGS
 PS0722  HISTORY     - 1948     GOOD             CGS
 PS0722  HISTORY     - 1951     GOOD             CGS
 PS0722  HISTORY     - 19841001 GOOD             NGS
 PS0722
 PS0722                          STATION DESCRIPTION
 PS0722
 PS0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PS0722'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF CANNING AND 10 MILES
 PS0722'SOUTHEAST OF BLUNT, ON THE EAST SIDE OF A NORTH-SOUTH SECTION LINE
 PS0722'ROAD.  IT IS 25 FEET EAST OF THE CENTER OF THE DIRT ROAD, 6 FEET WEST
 PS0722'OF A NORTH-SOUTH FENCE, AND 5 FEET SOUTHWEST OF A WITNESS POST.  IT
 PS0722'PROJECTS 12 INCHES, AND THE DISK IS STAMPED GUS 1948.
 PS0722'
 PS0722'REFERENCE MARK NO. 1 IS 41.79 FEET SOUTH OF THE STATION, 27 FEET EAST
 PS0722'OF THE CENTER OF THE ROAD, AND 5 FEET EAST OF THE FENCE.  IT PROJECTS
 PS0722'8 INCHES, AND THE DISK IS STAMPED GUS NO 1 1948.
 PS0722'
 PS0722'REFERENCE MARK NO. 2 IS 50.67 FEET WEST OF THE STATION, 24 FEET WEST
 PS0722'OF THE CENTER OF THE ROAD, AND 2 FEET EAST OF A WIRE FENCE.  IT
 PS0722'PROJECTS 8 INCHES, AND THE DISK IS STAMPED GUS NO 2 1948.
 PS0722'
 PS0722'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTH OF THE STATION.  IT IS
 PS0722'39 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 35 FEET SOUTH
 PS0722'OF THE CENTER OF AN EAST-WEST DIRT ROAD, 3 FEET WEST OF A FENCE CORNER
 PS0722'AND 3 FEET EAST OF A WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK
 PS0722'IS STAMPED GUS 1948.
 PS0722'
 PS0722'TO REACH THE STATION FROM THE RAILROAD CROSSING EAST OF THE DEPOT IN
 PS0722'CANNING GO EAST ON THE ROAD JUST SOUTH OF THE RAILROAD FOR 1.35 MILES
 PS0722'TO A FORK, TAKE LEFT FORK AND GO STRAIGHT AHEAD FOR 1.4 MILES TO A
 PS0722'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON THE DIRT ROAD FOR 1.0 MILE
 PS0722'TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO A T-ROAD
 PS0722'LEFT, TURN LEFT AND GO EAST FOR 3.1 MILES TO A CROSSROADS, CONTINUE
 PS0722'EAST FOR 3.05 MILES TO ANOTHER CROSSROAD AND THE AZIMUTH MARK ON THE
 PS0722'RIGHT AS DESCRIBED.  TURN LEFT AND GO NORTH FOR 0.35 MILE TO THE
 PS0722'STATION ON THE RIGHT AS DESCRIBED.
 PS0722'
 PS0722'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PS0722
 PS0722                          STATION RECOVERY (1948)
 PS0722
 PS0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0722'STATION WAS RECOVERED AS DESCRIBED BY F.X.P. IN 1948 AND ALL
 PS0722'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND
 PS0722'DIRECTION TO THE REFERENCE MARKS AND AZIMUTH MARK WERE FOUND
 PS0722'TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PS0722'
 PS0722'HEIGHT OF LIGHTS ABOVE STATION MARK-3 METERS
 PS0722
 PS0722                          STATION RECOVERY (1951)
 PS0722
 PS0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0722'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 PS0722'THE 1948 DESCRIPTION IS ADEQUATE EXCEPT THE 1951 DIRECTION TO THE
 PS0722'REFERENCE MARKS DID NOT CHECK WITH THE 1948.  A NEW TO REACH
 PS0722'DESCRIPTION FOLLOWS.
 PS0722'
 PS0722'TO REACH FROM THE CROSS STREETS JUST SOUTH OF THE POST OFFICE IN
 PS0722'HARROLD, GO WEST FOR 0.2 MILE TO A T-INTERSECTION, TURN LEFT (SOUTH)
 PS0722'ON GRAVELED ROAD 0.6 MILE TO CROSSROADS AND A CEMETERY ON THE RIGHT,
 PS0722'CONTINUE SOUTH FOR 6.0 MILES TO CROSSROADS, TURN RIGHT (WEST) FOR 3.0
 PS0722'MILES TO CROSSROADS, TURN LEFT (SOUTH) FOR 2.0 MILES TO CROSSROADS,
 PS0722'TURN RIGHT (WEST) FOR 2.0 MILES TO CROSSROADS AND THE AZIMUTH MARK IN
 PS0722'THE SOUTHWEST CORNER OF ROADS.  HERE TURN RIGHT (NORTH) FOR 0.35 MILE
 PS0722'TO THE STATION ON THE RIGHT OR EAST SIDE OF THE ROAD.
 PS0722'
 PS0722'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 PS0722
 PS0722                          STATION RECOVERY (1984)
 PS0722
 PS0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0722'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PS0722'AZIMUTH MLARK WAS NOT FOUND AND APPARENTLY WAS DESTROYED BY ROAD
 PS0722'CONSTRUCTION.  AZIMUTH MARK 2 WAS ESTABLISHED THIS DATE.  THE DISTANCE
 PS0722'AND DIRECTION TO REFERENCE MARK 1 AGREED WITH THE 1951 DATA.  THE
 PS0722'DIRECTION TO REFERNCE MARK 2 ALSO AGREED, BUT THE DISTANCE WAS NOTED
 PS0722'TO BE 0.061 M (0.200 FT) SHORTER.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PS0722'
 PS0722'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHEAST OF BLUNT, 15.3
 PS0722'KM (9.50 MI) EAST OF CANNING, ALONG THE EAST SIDE OF A GRAVELED ROAD.
 PS0722'
 PS0722'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 34 AND JOE CREEK
 PS0722'RECREATION AREA ROAD, WHICH IS ABOUT 40.2 KM (24.95 MI) SOUTHEAST OF
 PS0722'PIERRE, GO EAST ON HIGHWAY 34 FOR 3.2 KM (2.00 MI) TO A CROSSROAD.
 PS0722'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 13.7 KM (8.50 MI) TO A
 PS0722'CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 3.2 KM
 PS0722'(2.00 MI) TO THE AZIMUTH MARK AND A GRAVELED ROAD RIGHT.  TURN RIGHT
 PS0722'AND GO NORTH FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 PS0722'
 PS0722'THE STATION IS A STANDARD CGS DISK STAMPED GUS 1948 1984 SET INTO THE
 PS0722'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PS0722'PROJECTING 8 INCES (20 CM) ABOVE THE GROUND.  LOCATED 8.5 METERS
 PS0722'(27.9 FT) EAST FROM THE CENTER OF THE ROAD.  1.7 METER (5.6 FT)
 PS0722'SOUTHWEST FROM A WOODEN 4X4 POST.  1.7 METER (5.6 FT) WEST FROM A
 PS0722'FENCE.  0.3 METER (1.0 FT) SOUTH FROM A WITNESS POST.
 PS0722'
 PS0722'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED GUS NO 1 1948 SET
 PS0722'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PS0722'DIAMETER PROJECTING 10 INCHES (25 CM) ABOVE THE GROUND.  LOCATED 8.8
 PS0722'METERS (28.9 FT) EAST FROM THE CENTER OF THE ROAD.  1.4 METERS
 PS0722'(4.6 FT) WEST FROM A FENCE.
 PS0722'
 PS0722'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED GUS NO  2 1948 SET
 PS0722'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PS0722'DIAMETER PROJECTING 8 INCHES (20 CM) ABOVE THE GROUND.  LOCATED 7.0
 PS0722'METERS (23.0 FT) WEST FROM THE CENTER OF THE ROAD.  3.0 METERS
 PS0722'(9.8 FT) EAST FROM THE EDGE OF CULTIVATED FIELD.  0.3 METER (1.0 FT)
 PS0722'NORTH FROM A WITNESS POST, AND 1 FOOT (0.3 M) LOWER THAN THE STATION.
 PS0722'
 PS0722'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED GUS 1948 NO 2 1984
 PS0722'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN
 PS0722'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 14.6
 PS0722'METERS (47.9 FT) SOUTH FROM THE CETNER OF GRAVELED ROAD.  11.6 METERS
 PS0722'(38.1 FT) WEST FROM THE CENTER OF A GATE AND ROAD.  0.7 METERS
 PS0722'(2.3 FT) EAST FROM A FENCE.  0.3 METER (1.0 FT) NORTH FROM A WITNESS
 PS0722'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1098 ***********************************************************************
 PT1098  DESIGNATION -  GUT
 PT1098  PID         -  PT1098
 PT1098  STATE/COUNTY-  SD/DEWEY
 PT1098  COUNTRY     -  US
 PT1098  USGS QUAD   -  ROUSSEAU CREEK SW (2017)
 PT1098
 PT1098                         *CURRENT SURVEY CONTROL
 PT1098  ______________________________________________________________________
 PT1098* NAD 83(1996) POSITION- 44 51 37.70053(N) 100 55 06.91041(W)   ADJUSTED
 PT1098* NAVD 88 ORTHO HEIGHT -   585.    (meters)     1919.    (feet) SCALED
 PT1098  ______________________________________________________________________
 PT1098  GEOID HEIGHT    -        -21.793 (meters)                     GEOID18
 PT1098  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 PT1098  HORZ ORDER      -  SECOND
 PT1098
 PT1098.The horizontal coordinates were established by classical geodetic methods
 PT1098.and adjusted by the National Geodetic Survey in January 1998.
 PT1098
 PT1098.The orthometric height was scaled from a topographic map.
 PT1098
 PT1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1098.GEOID18 height accuracy estimate available here.
 PT1098
 PT1098.Click photographs - Photos may exist for this station.
 PT1098
 PT1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1098
 PT1098. The following values were computed from the NAD 83(1996) position.
 PT1098
 PT1098;                    North         East     Units Scale Factor Converg.
 PT1098;SPC SD N     -   114,549.671   527,402.393   MT  0.99994463   -0 39 00.4
 PT1098;SPC SD N     -   375,818.38  1,730,319.35   sFT  0.99994463   -0 39 00.4
 PT1098;SPC SD S     -   280,935.772   553,736.585   MT  1.00014270   -0 24 13.5
 PT1098;SPC SD S     -   921,703.45  1,816,717.45   sFT  1.00014270   -0 24 13.5
 PT1098;UTM  14      - 4,969,241.359   348,419.326   MT  0.99988254   -1 21 12.9
 PT1098
 PT1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1098!SPC SD N     -   0.99991164  x   0.99994463  =   0.99985627
 PT1098!SPC SD S     -   0.99991164  x   1.00014270  =   1.00005433
 PT1098!UTM  14      -   0.99991164  x   0.99988254  =   0.99979419
 PT1098
 PT1098:                Primary Azimuth Mark                     Grid Az
 PT1098:SPC SD N     -  GUT AZ MK                                077 49 06.6
 PT1098:SPC SD S     -  GUT AZ MK                                077 34 19.7
 PT1098:UTM  14      -  GUT AZ MK                                078 31 19.1
 PT1098
 PT1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4841969241(NAD 83)
 PT1098
 PT1098|---------------------------------------------------------------------|
 PT1098| PID    Reference Object                     Distance      Geod. Az  |
 PT1098|                                                           dddmmss.s |
 PT1098| CO5124 GUT AZ MK                                          0771006.2 |
 PT1098| CO5126 GUT RM 2                             10.491 METERS 11358     |
 PT1098| QS0878 PARADE BAGLEY GRAIN ELEVATOR        APPROX.23.5 KM 3212857.4 |
 PT1098| CO5125 GUT RM 1                             10.196 METERS 35714     |
 PT1098|---------------------------------------------------------------------|
 PT1098
 PT1098                          SUPERSEDED SURVEY CONTROL
 PT1098
 PT1098  NAD 83(1986)-  44 51 37.69399(N)    100 55 06.91120(W) AD(       ) 2
 PT1098  NAD 27      -  44 51 37.75100(N)    100 55 05.38600(W) AD(       ) 2
 PT1098
 PT1098.Superseded values are not recommended for survey control.
 PT1098
 PT1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1098.See file dsdata.pdf to determine how the superseded data were derived.
 PT1098
 PT1098_MARKER: DS = TRIANGULATION STATION DISK
 PT1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1098_STAMPING: GUT 1952
 PT1098_MARK LOGO: CGS
 PT1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1098+STABILITY: SURFACE MOTION
 PT1098
 PT1098  HISTORY     - Date     Condition        Report By
 PT1098  HISTORY     - 1952     MONUMENTED       CGS
 PT1098
 PT1098                          STATION DESCRIPTION
 PT1098
 PT1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1098'THE STATION IS ABOUT 15 MILES SOUTHWEST OF RIDGEVIEW, 14 MILES
 PT1098'SOUTHEAST OF PARADE, 6 MILES NORTH OF THE CHEYENNE RIVER,
 PT1098'ON THE CHEYENNE RIVER INDIAN RESERVATION, 24 FEET NORTH OF
 PT1098'A WIRE FENCE, AND 8 FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 PT1098'
 PT1098'TO REACH THE STATION FROM THE RAILROAD STATION IN PARADE,
 PT1098'GO EAST ON U.S. HIGHWAY 212 FOR 4.35 MILES TO A WHITE HOUSE
 PT1098'AND LARGE RED BARN ON LEFT, CONTINUE ON HIGHWAY FOR 1.6 MILES
 PT1098'TO A TRACK ROAD RIGHT, TURN RIGHT AND GO 50 FEET TO A FORK,
 PT1098'BEAR LEFT AND GO SOUTH FOR 0.5 MILE TO GATE AT RAILROAD
 PT1098'CROSSING, PASS THROUGH GATE AND CONTINUE SOUTH FOR 1.15 MILES
 PT1098'TO A GATE, PASS THROUGH GATE AND CONTINUE SOUTH FOR 4.2 MILES
 PT1098'TO A GATE IN A NORTH-SOUTH FENCE LINE, TURN LEFT AND FOLLOW
 PT1098'TRACK ROAD ALONG EAST SIDE OF FENCE FOR 7.8 MILES TO FENCE
 PT1098'AND AZIMUTH MARK ON RIGHT, TURN RIGHT AND GO WEST ALONG
 PT1098'NORTH SIDE OF FENCE FOR 0.6 MILE TO STATION.
 PT1098'
 PT1098'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1098'GUT 1952.
 PT1098'
 PT1098'REFERENCE MARK 1 IS 53 FEET NORTH OF A WIRE FENCE.  THE MARK
 PT1098'PROJECTS 5 INCHES, AND THE DISK IS STAMPED GUT NO 1 1952.
 PT1098'
 PT1098'REFERENCE MARK 2 IS 3 FEET NORTH OF A WIRE FENCE.  THE MARK
 PT1098'PROJECTS 3 INCHES, AND THE DISK IS STAMPED GUT NO 2 1952.
 PT1098'
 PT1098'THE AZIMUTH MARK IS 19 FEET SOUTHWEST OF CENTER OF TRACK
 PT1098'ROAD, 3 FEET WEST-NORTHWEST OF A 4 X 4 INCH WITNESS POST,
 PT1098'AND 3 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES,
 PT1098'AND THE DISK IS STAMPED GUT 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2376 ***********************************************************************
 PU2376  CBN         -  This is a Cooperative Base Network Control Station.
 PU2376  DESIGNATION -  GUY
 PU2376  PID         -  PU2376
 PU2376  STATE/COUNTY-  SD/LAWRENCE
 PU2376  COUNTRY     -  US
 PU2376  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2376
 PU2376                         *CURRENT SURVEY CONTROL
 PU2376  ______________________________________________________________________
 PU2376* NAD 83(2011) POSITION- 44 33 09.77405(N) 103 58 37.27827(W)   ADJUSTED
 PU2376* NAD 83(2011) ELLIP HT-  1088.820 (meters)        (06/27/12)   ADJUSTED
 PU2376* NAD 83(2011) EPOCH   -  2010.00
 PU2376* NAVD 88 ORTHO HEIGHT -  1103.480 (meters)     3620.33  (feet) ADJUSTED
 PU2376  ______________________________________________________________________
 PU2376  GEOID HEIGHT    -        -14.661 (meters)                     GEOID18
 PU2376  NAD 83(2011) X  - -1,099,789.494 (meters)                     COMP
 PU2376  NAD 83(2011) Y  - -4,418,563.097 (meters)                     COMP
 PU2376  NAD 83(2011) Z  -  4,452,828.275 (meters)                     COMP
 PU2376  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 PU2376  DYNAMIC HEIGHT  -       1103.121 (meters)     3619.16  (feet) COMP
 PU2376  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 PU2376
 PU2376  VERT ORDER      -  FIRST     CLASS II
 PU2376
 PU2376  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2376  Standards:
 PU2376         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2376            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2376  -------------------------------------------------------------------
 PU2376  NETWORK    1.23   3.72           0.57   0.40   1.90     -0.08575778
 PU2376  -------------------------------------------------------------------
 PU2376  Click here for local accuracies and other accuracy information.
 PU2376
 PU2376.The horizontal coordinates were established by GPS observations
 PU2376.and adjusted by the National Geodetic Survey in June 2012.
 PU2376
 PU2376.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2376.been affixed to the stable North American tectonic plate. See 
 PU2376.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2376
 PU2376.The horizontal coordinates are valid at the epoch date displayed above
 PU2376.which is a decimal equivalence of Year/Month/Day.
 PU2376
 PU2376.The orthometric height was determined by differential leveling and
 PU2376.adjusted by the NATIONAL GEODETIC SURVEY
 PU2376.in September 1993.
 PU2376
 PU2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2376.GEOID18 height accuracy estimate available here.
 PU2376
 PU2376.Click photographs - Photos may exist for this station.
 PU2376
 PU2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2376
 PU2376.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2376
 PU2376.The ellipsoidal height was determined by GPS observations
 PU2376.and is referenced to NAD 83.
 PU2376
 PU2376.The dynamic height is computed by dividing the NAVD 88
 PU2376.geopotential number by the normal gravity value computed on the
 PU2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2376.degrees latitude (g = 980.6199 gals.).
 PU2376
 PU2376.The modeled gravity was interpolated from observed gravity values.
 PU2376
 PU2376. The following values were computed from the NAD 83(2011) position.
 PU2376
 PU2376;                    North         East     Units Scale Factor Converg.
 PU2376;SPC SD N     -    87,699.607   284,128.772   MT  0.99997672   -2 48 52.9
 PU2376;SPC SD N     -   287,727.79    932,179.15   sFT  0.99997672   -2 48 52.9
 PU2376;SPC WY E     -   450,850.350   294,520.860   MT  1.00004733   +0 50 04.8
 PU2376;SPC WY E     - 1,479,164.86    966,273.85   sFT  1.00004733   +0 50 04.8
 PU2376;UTM  13      - 4,933,773.565   581,251.233   MT  0.99968118   +0 43 03.8
 PU2376
 PU2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2376!SPC SD N     -   0.99982931  x   0.99997672  =   0.99980603
 PU2376!SPC WY E     -   0.99982931  x   1.00004733  =   0.99987663
 PU2376!UTM  13      -   0.99982931  x   0.99968118  =   0.99951054
 PU2376
 PU2376:                Primary Azimuth Mark                     Grid Az
 PU2376:SPC SD N     -  SPEARFISH BLACK HILLS COLL TK            129 37 42.8
 PU2376:SPC WY E     -  SPEARFISH BLACK HILLS COLL TK            125 58 45.1
 PU2376:UTM  13      -  SPEARFISH BLACK HILLS COLL TK            126 05 46.1
 PU2376
 PU2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8125133773(NAD 83)
 PU2376
 PU2376|---------------------------------------------------------------------|
 PU2376| PID    Reference Object                     Distance      Geod. Az  |
 PU2376|                                                           dddmmss.s |
 PU2376| PU2346 SPEARFISH BLACK HILLS COLL TK       APPROX.10.5 KM 1264849.9 |
 PU2376| PU2643 GUY RM 1                             12.053 METERS 19121     |
 PU2376| PU2644 GUY RM 2                             14.158 METERS 27746     |
 PU2376|---------------------------------------------------------------------|
 PU2376
 PU2376                          SUPERSEDED SURVEY CONTROL
 PU2376
 PU2376  NAD 83(2007)-  44 33 09.77390(N)    103 58 37.27940(W) AD(2002.00) 0
 PU2376  ELLIP H (02/10/07) 1088.849  (m)                       GP(2002.00)    
 PU2376  ELLIP H (04/15/04) 1088.844  (m)                       GP(       ) 2 1
 PU2376  NAD 83(1996)-  44 33 09.77316(N)    103 58 37.27928(W) AD(       ) B
 PU2376  ELLIP H (04/18/97) 1088.909  (m)                       GP(       ) 4 1
 PU2376  NAD 83(1993)-  44 33 09.76671(N)    103 58 37.28141(W) AD(       ) 1
 PU2376  NAD 83(1986)-  44 33 09.76153(N)    103 58 37.26942(W) AD(       ) 1
 PU2376  NAD 27      -  44 33 09.82240(N)    103 58 35.51700(W) AD(       ) 2
 PU2376  NAVD 88            1103.48   (m)         3620.3    (f) LEVELING    3  
 PU2376  NGVD 29            1102.94   (m)         3618.6    (f) LEVELING    3  
 PU2376
 PU2376.Superseded values are not recommended for survey control.
 PU2376
 PU2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2376.See file dsdata.pdf to determine how the superseded data were derived.
 PU2376
 PU2376_MARKER: DS = TRIANGULATION STATION DISK
 PU2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2376_STAMPING: GUY 1962
 PU2376_MARK LOGO: CGS
 PU2376_PROJECTION: FLUSH
 PU2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2376+STABILITY: SURFACE MOTION
 PU2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2376+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1996
 PU2376
 PU2376  HISTORY     - Date     Condition        Report By
 PU2376  HISTORY     - 1962     MONUMENTED       CGS
 PU2376  HISTORY     - 1962     GOOD             CGS
 PU2376  HISTORY     - 19910815 GOOD             NGS
 PU2376  HISTORY     - 19910910 GOOD             NGS
 PU2376  HISTORY     - 19911001 GOOD             USFS
 PU2376  HISTORY     - 19961002 GOOD             NGS
 PU2376
 PU2376                          STATION DESCRIPTION
 PU2376
 PU2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2376'THE STATION IS ON THE SUMMIT OF A PROMINENT FLAT-TOPPED RIDGE,
 PU2376'7 MILES WEST OF SPEARFISH, 4 MILES EAST OF THE SOUTH DAKOTA-WYOMING
 PU2376'STATE BOUNDARY, 1/2 MILE NORTH OF U.S. HIGHWAY 14, ON THE
 PU2376'PROPERTY OF MR. GUY MARCHIANDO AND IN SECTION 22, T 7 N, R 1 E.
 PU2376'
 PU2376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14
 PU2376'AND 85, 1.5 MILES NORTH OF SPEARFISH, DRIVE WEST ON U.S. HIGHWAY
 PU2376'14 FOR 6.65 MILES TO A GATE AND TRACK ROAD ON THE RIGHT, 0.05
 PU2376'MILE EAST OF THE RANCH HOME OF MR. GUY MARCHIANDO.  TURN RIGHT,
 PU2376'PASS THROUGH THE GATE AND DRIVE NORTH, CROSSING A CREEK BOTTOM,
 PU2376'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 PU2376'NORTH ALONG THE WEST SIDE OF A NORTH-SOUTH FENCE FOR 0.1 MILE,
 PU2376'THENCE BEAR LEFT AND DRIVE NORTHWEST UP THE BOTTOM OF A SMALL
 PU2376'RAVINE AND UP A STEEP RIDGE FOR 0.2 MILE TO THE SUMMIT OF THE
 PU2376'FLAT TOPPED RIDGE.  TURN RIGHT AND DRIVE EAST FOR 0.05 MILE
 PU2376'TO THE STATION.
 PU2376'
 PU2376'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU2376'STAMPED GUY 1962.  THE SURFACE-STATION MARK IS SET IN THE TOP
 PU2376'OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER, FLUSH
 PU2376'WITH THE SURFACE OF THE GROUND.  IT IS 160 FEET WEST OF A
 PU2376'NORTH-SOUTH FENCE AND 108 FEET NORTH OF THE EDGE OF THE FLAT
 PU2376'TOPPED RIDGE.
 PU2376'
 PU2376'REFERENCE MARK 1, A STANDARD DISK STAMPED GUY NO 1 1962, IS SET
 PU2376'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2376'DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT THE
 PU2376'SAME ELEVATION AS THE STATION MARK.
 PU2376'
 PU2376'REFERENCE MARK 2, A STANDARD DISK STAMPED GUY NO 2 1962, IS SET
 PU2376'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2376'DIAMETER, 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT
 PU2376'10 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 PU2376
 PU2376                          STATION RECOVERY (1962)
 PU2376
 PU2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU2376'RECOVERED IN GOOD CONDITION.
 PU2376
 PU2376                          STATION RECOVERY (1991)
 PU2376
 PU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2376'16.1 KM (10.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2376'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, THENCE 2.7 KM
 PU2376'(1.65 MI) EASTERLY ALONG A PAVED FRONTAGE ROAD, THENCE 0.6 KM (0.35
 PU2376'MI) NORTHERLY ALONG A DRIVEWAY AND ACROSS COUNTRY, ON A FLAT BARREN
 PU2376'HILL, 140.0 M (459.3 FT) SOUTH OF A FENCE, 49.7 M (163.1 FT) NORTH OF
 PU2376'A FENCE, 32.0 M (105.0 FT) NORTH OF THE SOUTH EDGE OF THE HILL, 14.3
 PU2376'M (46.9 FT) EAST OF REFERENCE MARK 2, 12.1 M (39.7 FT) NORTH OF
 PU2376'REFERENCE MARK 1, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2376'NOTE--THE MARK IS ON PROPRETY OWNED BY JOSH SAND, SUNDANCE STAR
 PU2376'ROUTE, BOX 96, SPEARFISH, SD 57783, TELEPHONE NUMBER (605) 642-7251.
 PU2376
 PU2376                          STATION RECOVERY (1991)
 PU2376
 PU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2376'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) WEST OF SPEARFISH, 6.4 KM
 PU2376'(4.0 MI) EAST OF THE SOUTH DAKOTA-WYOMING STATE LINE, 0.8 KM
 PU2376'(0.5 MI) NORTH OF INTERSTATE 90 AND INTERSTATE 90 SERVICE ROAD, ON
 PU2376'THE SUMMIT OF A PROMINENT FLAT-TOPPED RIDGE.  OWNERSHIP--CORAL SAND
 PU2376'(JOSH), P.O. BOX 96, SPEARFISH, SD 57783. PHONE 605-642-7251.
 PU2376'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY
 PU2376'85 NORTH INTERCHANGE (EXIT 10), ABOUT 11.3 KM (7.0 MI) WEST OF
 PU2376'SPEARFISH, GO SOUTH ON PAVED ROAD FOR 0.4 KM (0.2 MI) TO A PAVED
 PU2376'FRONTAGE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON FRONTAGE ROAD FOR
 PU2376'5.47 KM (3.40 MI) TO THE INTERSTATE 90 OVERPASS BRIDGE.  CONTINUE
 PU2376'WESTERLY ON THE PAVED FRONTAGE ROAD FOR 5.1 KM (3.2 MI) TO A PRIVATE
 PU2376'ENTRANCE ROAD AT A CATTLE GUARD ON THE RIGHT. (ENTRANCE ROAD HAS A
 PU2376'4-FT TALL WHITE WOODEN POST AT ITS ENTRANCEWAY.)  TURN RIGHT, NORTH,
 PU2376'ON PRIVATE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO MR. SANDS
 PU2376'RESIDENCE ON THE RIGHT AND OPENING IN A WOODEN FENCE ON THE LEFT.
 PU2376'TURN LEFT, WEST, THROUGH THE FENCE OPENING, TO THE NORTH SIDE OF AN
 PU2376'OLD BUILDING FOUNDATION AND POWERLINE POLE WITH TRANSFORMER AND
 PU2376'ACROSS A SMALL OPEN AREA FOR ABOUT 0.08 KM (0.05 MI) TO A SMALL
 PU2376'OPENING IN THE NORTH-SOUTH TREE LINE. PASS THROUGH THE TREE LINE AND
 PU2376'THEN TAKE A SHARP RIGHT AND GO NORTH FOR ABOUT 0.05 KM (0.03 MI) TO A
 PU2376'YELLOW IRON GATE LEADING TO PASTURELAND. PASS THROUGH THE GATE AND
 PU2376'MAKE WAY NORTH ALONG THE EAST SIDE OF A NORTH-SOUTH FENCELINE FOR
 PU2376'0.24 KM (0.15 MI) TO THE SOUTH BASE OF A KNOLL. GO RIGHT, EAST THEN
 PU2376'NORTHERLY, PICKING WAY UP SOUTH FACE OF RIDGE FOR 0.16 KM (0.10 MI)
 PU2376'TO THE TOP OF RIDGE. GO RIGHT, EAST, ALONG THE TOP OF FLAT RIDGE FOR
 PU2376'0.08 KM (0.05 MI) TO THE STATION.
 PU2376'STATION IS 50.0 M (164.0 FT) WEST FROM A NORTH-SOUTH FENCELINE, 32.0 M
 PU2376'(105.0 FT) NORTH FROM THE SOUTH EDGE OF THE RIDGE, 14.3 M (46.9 FT)
 PU2376'EAST FROM RM 2, 12.1 M (39.7 FT) NORTH FROM RM 1, 0.31 M (1.02 FT)
 PU2376'NORTHEAST FROM A FIBERGLASS WITNESS POST AND FLUSH WITH THE GROUND.
 PU2376
 PU2376                          STATION RECOVERY (1991)
 PU2376
 PU2376'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2376'RECOVERED IN GOOD CONDITION.
 PU2376
 PU2376                          STATION RECOVERY (1996)
 PU2376
 PU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2376'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST OF SPEARFISH, 6.4
 PU2376'KM (3.95 MI) EAST OF THE SOUTH DAKOTA-WYOMING STATE LINE, AND 0.8 KM
 PU2376'(0.50 MI) NORTH OF INTERSTATE HIGHWAY 90, ON THE SUMMIT OF A PROMINENT
 PU2376'FLAT-TOPPED RIDGE.  OWNERSHIP--CORAL SAND, POST OFFICE BOX 96,
 PU2376'SPEARFISH SD 57783, PHONE (605) 642-7251.  TO REACH THE STATION FROM
 PU2376'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 85 NORTH (EXIT
 PU2376'10), ABOUT 11.3 KM (7.00 MI) WEST OF SPEARFISH, GO SOUTH ON A PAVED
 PU2376'ROAD FOR 0.4 KM (0.25 MI) TO A PAVED FRONTAGE ROAD ON THE RIGHT, TURN
 PU2376'RIGHT AND GO WEST ON THE FRONTAGE ROAD FOR 5.47 KM (3.40 MI) TO AN
 PU2376'INTERSTATE HIGHWAY OVERPASS, CONTINUE WEST ON THE FRONTAGE ROAD FOR
 PU2376'5.1 KM (3.15 MI) TO A PRIVATE ROAD AND A CATTLE GUARD ON THE RIGHT,
 PU2376'TURN RIGHT AND GO NORTH ON THE PRIVATE ROAD FOR 0.08 KM (0.05 MI) TO
 PU2376'THE SAND RESIDENCE ON THE RIGHT.  FROM THE GRAVELED ROAD BETWEEN THE
 PU2376'HOUSE AND A ROPING ARENA, GO EAST ON THE GRAVELED ROAD FOR 0.05 MI
 PU2376'(0.08 KM) TO A METAL GATE AT THE SOUTHWEST CORNER OF A BARN, PASS
 PU2376'THROUGH THE GATE AND ANGLE NORTHEASTERLY ACROSS A FEED LOT FOR 0.05 MI
 PU2376'(0.08 KM) TO A WIRE GATE IN A NORTH-SOUTH FENCE, PASS THROUGH THE GATE
 PU2376'AND ANGLE NORTHWESTERLY ACROSS A SMALL DIRT AREA FOR 0.05 MI (0.08 KM)
 PU2376'TO AN OPENING BETWEEN THE EAST END OF THE ARENA AND AN ELECTRIC FENCE,
 PU2376'PASS THROUGH THE OPENING AND FOLLOW ON THE WEST SIDE OF A NORTH-SOUTH
 PU2376'FENCE FOR 0.15 MI (0.24 KM) TO THE BASE OF A HIGH RIDGE, TURN LEFT AND
 PU2376'GO WEST AT THE BASE OF THE RIDGE AND GO ACROSS COUNTRY FOR 0.1 MI (0.2
 PU2376'KM) TO A NARROW DRAW BETWEEN 2 HIGH RIDGES.  TURN RIGHT AND GO NORTH
 PU2376'THROUGH THE DRAW FOR 0.05 MI (0.08 KM) TO THE TOP OF THE RIDGE, TURN
 PU2376'RIGHT AND GO EAST FOR 0.05 MI (0.08 KM) TO THE STATION.  THE STATION
 PU2376'IS LOCATED 50.0 M (164.0 FT) WEST OF A FENCE, 32.0 M (105.0 FT) NORTH
 PU2376'OF THE SOUTH EDGE OF THE RIDGE, 14.3 M (46.9 FT) EAST OF REFERENCE
 PU2376'MARK 2, 12.1 M (39.7 FT) NORTH OF REFERENCE MARK 1, 0.3 M (1.0 FT)
 PU2376'NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2376'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2643 ***********************************************************************
 PU2643  DESIGNATION -  GUY RM 1
 PU2643  PID         -  PU2643
 PU2643  STATE/COUNTY-  SD/LAWRENCE
 PU2643  COUNTRY     -  US
 PU2643  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2643
 PU2643                         *CURRENT SURVEY CONTROL
 PU2643  ______________________________________________________________________
 PU2643* NAD 83(1986) POSITION- 44 33 09.39   (N) 103 58 37.39   (W)   HD_HELD1
 PU2643* NAVD 88 ORTHO HEIGHT -  1103.618 (meters)     3620.79  (feet) ADJUSTED
 PU2643  ______________________________________________________________________
 PU2643  GEOID HEIGHT    -        -14.660 (meters)                     GEOID18
 PU2643  DYNAMIC HEIGHT  -       1103.260 (meters)     3619.61  (feet) COMP
 PU2643  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 PU2643
 PU2643  VERT ORDER      -  FIRST     CLASS II
 PU2643
 PU2643.The horizontal coordinates were determined by differentially corrected
 PU2643.hand held GPS observations or other comparable positioning techniques
 PU2643.and have an estimated accuracy of +/- 3 meters.
 PU2643
 PU2643.The orthometric height was determined by differential leveling and
 PU2643.adjusted by the NATIONAL GEODETIC SURVEY
 PU2643.in September 1993.
 PU2643
 PU2643.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2643.GEOID18 height accuracy estimate available here.
 PU2643
 PU2643.Click photographs - Photos may exist for this station.
 PU2643
 PU2643.The dynamic height is computed by dividing the NAVD 88
 PU2643.geopotential number by the normal gravity value computed on the
 PU2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2643.degrees latitude (g = 980.6199 gals.).
 PU2643
 PU2643.The modeled gravity was interpolated from observed gravity values.
 PU2643
 PU2643;                    North         East    Units  Estimated Accuracy
 PU2643;SPC SD N     -    87,687.9     284,125.7     MT  (+/- 3 meters HH1 GPS) 
 PU2643
 PU2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8124833761(NAD 83)
 PU2643
 PU2643                          SUPERSEDED SURVEY CONTROL
 PU2643
 PU2643.No superseded survey control is available for this station.
 PU2643
 PU2643_MARKER: DR = REFERENCE MARK DISK
 PU2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2643_STAMPING: GUY NO 1 1962
 PU2643_MARK LOGO: CGS
 PU2643_PROJECTION: FLUSH
 PU2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2643+STABILITY: SURFACE MOTION
 PU2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2643+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 PU2643
 PU2643  HISTORY     - Date     Condition        Report By
 PU2643  HISTORY     - 1962     MONUMENTED       CGS
 PU2643  HISTORY     - 19910815 GOOD             NGS
 PU2643  HISTORY     - 20120308 MARK NOT FOUND   INDIV
 PU2643
 PU2643                          STATION DESCRIPTION
 PU2643
 PU2643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2643'16.1 KM (10.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2643'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, THENCE 2.7 KM
 PU2643'(1.65 MI) EASTERLY ALONG A PAVED FRONTAGE ROAD, THENCE 0.6 KM (0.35
 PU2643'MI) NORTHERLY ALONG A DRIVEWAY AND ACROSS COUNTRY, ON A FLAT BARREN
 PU2643'HILL, 152.0 M (498.7 FT) SOUTH OF A FENCE, 50.0 M (164.0 FT) WEST OF
 PU2643'A FENCE, 20.0 M (65.6 FT) NORTH OF THE SOUTH EDGE OF THE HILL, 12.1 M
 PU2643'(39.7 FT) SOUTH OF TRIANGULATION STATION GUY, AND THE MONUMENT IS
 PU2643'FLUSH WITH THE GROUND SURFACE.
 PU2643
 PU2643                          STATION RECOVERY (2012)
 PU2643
 PU2643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2643'ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2644 ***********************************************************************
 PU2644  DESIGNATION -  GUY RM 2
 PU2644  PID         -  PU2644
 PU2644  STATE/COUNTY-  SD/LAWRENCE
 PU2644  COUNTRY     -  US
 PU2644  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2644
 PU2644                         *CURRENT SURVEY CONTROL
 PU2644  ______________________________________________________________________
 PU2644* NAD 83(1986) POSITION- 44 33 09.84   (N) 103 58 37.91   (W)   HD_HELD1
 PU2644* NAVD 88 ORTHO HEIGHT -  1103.551 (meters)     3620.57  (feet) ADJUSTED
 PU2644  ______________________________________________________________________
 PU2644  GEOID HEIGHT    -        -14.661 (meters)                     GEOID18
 PU2644  DYNAMIC HEIGHT  -       1103.193 (meters)     3619.39  (feet) COMP
 PU2644  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 PU2644
 PU2644  VERT ORDER      -  FIRST     CLASS II
 PU2644
 PU2644.The horizontal coordinates were determined by differentially corrected
 PU2644.hand held GPS observations or other comparable positioning techniques
 PU2644.and have an estimated accuracy of +/- 3 meters.
 PU2644
 PU2644.The orthometric height was determined by differential leveling and
 PU2644.adjusted by the NATIONAL GEODETIC SURVEY
 PU2644.in September 1993.
 PU2644
 PU2644.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2644.GEOID18 height accuracy estimate available here.
 PU2644
 PU2644.Click photographs - Photos may exist for this station.
 PU2644
 PU2644.The dynamic height is computed by dividing the NAVD 88
 PU2644.geopotential number by the normal gravity value computed on the
 PU2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2644.degrees latitude (g = 980.6199 gals.).
 PU2644
 PU2644.The modeled gravity was interpolated from observed gravity values.
 PU2644
 PU2644;                    North         East    Units  Estimated Accuracy
 PU2644;SPC SD N     -    87,702.3     284,114.9     MT  (+/- 3 meters HH1 GPS) 
 PU2644
 PU2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8123733775(NAD 83)
 PU2644
 PU2644                          SUPERSEDED SURVEY CONTROL
 PU2644
 PU2644.No superseded survey control is available for this station.
 PU2644
 PU2644_MARKER: DR = REFERENCE MARK DISK
 PU2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2644_STAMPING: GUY NO 2 1962
 PU2644_MARK LOGO: CGS
 PU2644_PROJECTION: FLUSH
 PU2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2644+STABILITY: SURFACE MOTION
 PU2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2644+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 PU2644
 PU2644  HISTORY     - Date     Condition        Report By
 PU2644  HISTORY     - 1962     MONUMENTED       CGS
 PU2644  HISTORY     - 19910815 GOOD             NGS
 PU2644
 PU2644                          STATION DESCRIPTION
 PU2644
 PU2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2644'16.1 KM (10.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2644'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, THENCE 2.7 KM
 PU2644'(1.65 MI) EASTERLY ALONG A PAVED FRONTAGE ROAD, THENCE 0.6 KM (0.35
 PU2644'MI) NORTHERLY ALONG A DRIVEWAY AND ACROSS COUNTRY, ON A FLAT BARREN
 PU2644'HILL, 140.0 M (459.3 FT) SOUTH OF A FENCE, 64.0 M (210.0 FT) WEST OF
 PU2644'A FENCE, 35.0 M (114.8 FT) NORTH OF THE SOUTH EDGE OF THE HILL, 14.3
 PU2644'M (46.9 FT) WEST OF TRIANGULATION STATION GUY, AND THE MONUMENT IS
 PU2644'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0099 ***********************************************************************
 QQ0099  DESIGNATION -  H
 QQ0099  PID         -  QQ0099
 QQ0099  STATE/COUNTY-  SD/GRANT
 QQ0099  COUNTRY     -  US
 QQ0099  USGS QUAD   -  MILBANK WEST (2017)
 QQ0099
 QQ0099                         *CURRENT SURVEY CONTROL
 QQ0099  ______________________________________________________________________
 QQ0099* NAD 83(1986) POSITION- 45 13 25.     (N) 096 37 36.     (W)   SCALED
 QQ0099* NAVD 88 ORTHO HEIGHT -   349.301 (meters)     1146.00  (feet) ADJUSTED
 QQ0099  ______________________________________________________________________
 QQ0099  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 QQ0099  DYNAMIC HEIGHT  -        349.276 (meters)     1145.92  (feet) COMP
 QQ0099  MODELED GRAVITY -    980,533.7   (mgal)                       NAVD 88
 QQ0099
 QQ0099  VERT ORDER      -  FIRST     CLASS II
 QQ0099
 QQ0099.The horizontal coordinates were scaled from a map and have
 QQ0099.an estimated accuracy of +/- 6 seconds.
 QQ0099
 QQ0099.The orthometric height was determined by differential leveling and
 QQ0099.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0099.in June 1991.
 QQ0099
 QQ0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0099.GEOID18 height accuracy estimate available here.
 QQ0099
 QQ0099.Click photographs - Photos may exist for this station.
 QQ0099
 QQ0099.The dynamic height is computed by dividing the NAVD 88
 QQ0099.geopotential number by the normal gravity value computed on the
 QQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0099.degrees latitude (g = 980.6199 gals.).
 QQ0099
 QQ0099.The modeled gravity was interpolated from observed gravity values.
 QQ0099
 QQ0099;                    North         East    Units  Estimated Accuracy
 QQ0099;SPC SD N     -   160,010.      864,850.      MT  (+/- 180 meters Scaled)
 QQ0099
 QQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR863105(NAD 83)
 QQ0099
 QQ0099                          SUPERSEDED SURVEY CONTROL
 QQ0099
 QQ0099  NGVD 29 (??/??/92)  349.068  (m)         1145.23   (f) ADJ UNCH    1 2
 QQ0099
 QQ0099.Superseded values are not recommended for survey control.
 QQ0099
 QQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0099.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0099
 QQ0099_MARKER: B = BOLT
 QQ0099_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QQ0099_PROJECTION: FLUSH
 QQ0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0099
 QQ0099  HISTORY     - Date     Condition        Report By
 QQ0099  HISTORY     - 1904     MONUMENTED       CGS
 QQ0099  HISTORY     - 1905     GOOD             CGS
 QQ0099  HISTORY     - 1944     GOOD             CGS
 QQ0099  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0099  HISTORY     - 19970930 GOOD             LOCENG
 QQ0099  HISTORY     - 20110819 MARK NOT FOUND   GEOCAC
 QQ0099
 QQ0099                          STATION DESCRIPTION
 QQ0099
 QQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0099'0.5 MI E FROM MILBANK.
 QQ0099'ABOUT 0.5 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0099'PACIFIC RAILROAD FROM THE STATION AT MILBANK, GRANT COUNTY,
 QQ0099'ABOUT 52 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH TRACK, 15.8
 QQ0099'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 33 FEET WEST
 QQ0099'OF THE CENTER LINE OF EASTMAN STREET, 15.2 FEET WEST OF A ROW
 QQ0099'OF POWER-TRANSMISSION POLES, AND 2 FEET NORTHEAST OF THE
 QQ0099'RIGHT-OF-WAY FENCE CORNER POST.  A COPPER BOLT, SURROUNDED BY
 QQ0099'THE CHISELED LETTERS U.S.B.M. IN THE TOP OF A CONCRETE POST
 QQ0099'ABOUT FLUSH WITH THE GROUND.
 QQ0099
 QQ0099                          STATION RECOVERY (1944)
 QQ0099
 QQ0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 QQ0099'RECOVERED IN GOOD CONDITION.
 QQ0099
 QQ0099                          STATION RECOVERY (1997)
 QQ0099
 QQ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0099'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 QQ0099
 QQ0099                          STATION RECOVERY (1997)
 QQ0099
 QQ0099'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GM)
 QQ0099'RECOVERED AS DESCRIBED.
 QQ0099
 QQ0099                          STATION RECOVERY (2011)
 QQ0099
 QQ0099'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QQ0099'RR BALLAST FILL HAS BEEN ADDED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0385 ***********************************************************************
 PR0385  DESIGNATION -  H 1
 PR0385  PID         -  PR0385
 PR0385  STATE/COUNTY-  SD/HAMLIN
 PR0385  COUNTRY     -  US
 PR0385  USGS QUAD   -  VIENNA EAST (2017)
 PR0385
 PR0385                         *CURRENT SURVEY CONTROL
 PR0385  ______________________________________________________________________
 PR0385* NAD 83(1986) POSITION- 44 40 27.     (N) 097 28 42.     (W)   SCALED
 PR0385* NAVD 88 ORTHO HEIGHT -   553.952 (meters)     1817.42  (feet) ADJUSTED
 PR0385  ______________________________________________________________________
 PR0385  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 PR0385  DYNAMIC HEIGHT  -        553.862 (meters)     1817.13  (feet) COMP
 PR0385  MODELED GRAVITY -    980,437.9   (mgal)                       NAVD 88
 PR0385
 PR0385  VERT ORDER      -  FIRST     CLASS II
 PR0385
 PR0385.The horizontal coordinates were scaled from a map and have
 PR0385.an estimated accuracy of +/- 6 seconds.
 PR0385
 PR0385.The orthometric height was determined by differential leveling and
 PR0385.adjusted by the NATIONAL GEODETIC SURVEY
 PR0385.in June 1991.
 PR0385
 PR0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0385.GEOID18 height accuracy estimate available here.
 PR0385
 PR0385.Click photographs - Photos may exist for this station.
 PR0385
 PR0385.The dynamic height is computed by dividing the NAVD 88
 PR0385.geopotential number by the normal gravity value computed on the
 PR0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0385.degrees latitude (g = 980.6199 gals.).
 PR0385
 PR0385.The modeled gravity was interpolated from observed gravity values.
 PR0385
 PR0385;                    North         East    Units  Estimated Accuracy
 PR0385;SPC SD N     -    96,550.      799,910.      MT  (+/- 180 meters Scaled)
 PR0385
 PR0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ206478(NAD 83)
 PR0385
 PR0385                          SUPERSEDED SURVEY CONTROL
 PR0385
 PR0385  NGVD 29 (??/??/92)  553.668  (m)         1816.49   (f) ADJ UNCH    1 2
 PR0385
 PR0385.Superseded values are not recommended for survey control.
 PR0385
 PR0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0385.See file dsdata.pdf to determine how the superseded data were derived.
 PR0385
 PR0385_MARKER: P = PIPE CAP
 PR0385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0385_STAMPING: ELEV 1816.492 FT
 PR0385_MARK LOGO: CGS
 PR0385_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0385
 PR0385  HISTORY     - Date     Condition        Report By
 PR0385  HISTORY     - 1905     MONUMENTED       CGS
 PR0385
 PR0385                          STATION DESCRIPTION
 PR0385
 PR0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0385'2.2 MI SE FROM VIENNA.
 PR0385'IN HAMLIN COUNTY, 2.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE,
 PR0385'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT VIENNA, CLARK
 PR0385'COUNTY, AT A ROAD CROSSING, 56 FEET SOUTHWEST OF THE CENTER LINE
 PR0385'OF THE TRACK, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PR0385'14 FEET WEST OF A FENCE CORNER, 7 FEET NORTH OF THE FENCE, IN
 PR0385'THE SOUTH DITCH OF THE ROAD, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 PR0385'TRACK.  A STANDARD CAP, STAMPED ELEV 1816.492 FT AND FASTENED
 PR0385'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE
 PR0385'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0474 ***********************************************************************
 OS0474  DESIGNATION -  H 10
 OS0474  PID         -  OS0474
 OS0474  STATE/COUNTY-  SD/JACKSON
 OS0474  COUNTRY     -  US
 OS0474  USGS QUAD   -  INTERIOR (2017)
 OS0474
 OS0474                         *CURRENT SURVEY CONTROL
 OS0474  ______________________________________________________________________
 OS0474* NAD 83(1986) POSITION- 43 43 38.06   (N) 101 58 49.40   (W)   HD_HELD1
 OS0474* NAVD 88 ORTHO HEIGHT -   725.291 (meters)     2379.56  (feet) ADJUSTED
 OS0474  ______________________________________________________________________
 OS0474  GEOID HEIGHT    -        -19.901 (meters)                     GEOID18
 OS0474  DYNAMIC HEIGHT  -        725.059 (meters)     2378.80  (feet) COMP
 OS0474  MODELED GRAVITY -    980,275.9   (mgal)                       NAVD 88
 OS0474
 OS0474  VERT ORDER      -  FIRST     CLASS II
 OS0474
 OS0474.The horizontal coordinates were determined by differentially corrected
 OS0474.hand held GPS observations or other comparable positioning techniques
 OS0474.and have an estimated accuracy of +/- 3 meters.
 OS0474
 OS0474.The orthometric height was determined by differential leveling and
 OS0474.adjusted by the NATIONAL GEODETIC SURVEY
 OS0474.in June 1991.
 OS0474
 OS0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0474.GEOID18 height accuracy estimate available here.
 OS0474
 OS0474.Click photographs - Photos may exist for this station.
 OS0474
 OS0474.The dynamic height is computed by dividing the NAVD 88
 OS0474.geopotential number by the normal gravity value computed on the
 OS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0474.degrees latitude (g = 980.6199 gals.).
 OS0474
 OS0474.The modeled gravity was interpolated from observed gravity values.
 OS0474
 OS0474;                    North         East    Units  Estimated Accuracy
 OS0474;SPC SD S     -   156,166.8     467,313.1     MT  (+/- 3 meters HH1 GPS) 
 OS0474
 OS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP5995345896(NAD 83)
 OS0474
 OS0474                          SUPERSEDED SURVEY CONTROL
 OS0474
 OS0474  NGVD 29 (??/??/92)  724.854  (m)         2378.13   (f) ADJ UNCH    1 2
 OS0474
 OS0474.Superseded values are not recommended for survey control.
 OS0474
 OS0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0474.See file dsdata.pdf to determine how the superseded data were derived.
 OS0474
 OS0474_MARKER: DB = BENCH MARK DISK
 OS0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0474_STAMPING: H 10 1925 2378.125
 OS0474_MARK LOGO: CGS
 OS0474_PROJECTION: FLUSH
 OS0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0474+STABILITY: SURFACE MOTION
 OS0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0474+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0474
 OS0474  HISTORY     - Date     Condition        Report By
 OS0474  HISTORY     - 1925     MONUMENTED       CGS
 OS0474  HISTORY     - 1962     GOOD             CGS
 OS0474  HISTORY     - 1985     GOOD             NGS
 OS0474  HISTORY     - 20130116 GOOD             INDIV
 OS0474
 OS0474                          STATION DESCRIPTION
 OS0474
 OS0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0474'0.2 MI E FROM INTERIOR.
 OS0474'ABOUT 0.25 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0474'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, 264 FEET NORTHWEST
 OS0474'OF THE CENTER LINE OF A CURVE IN STATE HIGHWAY 40, 96 1/2 FEET
 OS0474'NORTHWEST OF THE NORTHWEST CORNER OF A SERVICE STATION, 57 1/2
 OS0474'FEET EAST OF THE FIRST TELEPHONE POLE EAST OF MILE POST 588,
 OS0474'37 1/2 FEET SOUTH OF SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE
 OS0474'POLES, 2.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2
 OS0474'FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OS0474'CONCRETE POST FLUSH WITH THE GROUND.
 OS0474
 OS0474                          STATION RECOVERY (1985)
 OS0474
 OS0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0474'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT
 OS0474'ADD--AT INTERIOR, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF STATE
 OS0474'HIGHWAY 377 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OS0474'AND 80.5 METERS (264 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 OS0474
 OS0474                          STATION RECOVERY (2013)
 OS0474
 OS0474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0954 ***********************************************************************
 PU0954  DESIGNATION -  H 10 B 1
 PU0954  PID         -  PU0954
 PU0954  STATE/COUNTY-  SD/MEADE
 PU0954  COUNTRY     -  US
 PU0954  USGS QUAD   -  FAIRPOINT SW (2017)
 PU0954
 PU0954                         *CURRENT SURVEY CONTROL
 PU0954  ______________________________________________________________________
 PU0954* NAD 83(1986) POSITION- 44 30 40.     (N) 102 55 28.     (W)   SCALED
 PU0954* NAVD 88 ORTHO HEIGHT -   810.125 (meters)     2657.89  (feet) ADJUSTED
 PU0954  ______________________________________________________________________
 PU0954  GEOID HEIGHT    -        -17.583 (meters)                     GEOID18
 PU0954  DYNAMIC HEIGHT  -        809.909 (meters)     2657.18  (feet) COMP
 PU0954  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 PU0954
 PU0954  VERT ORDER      -  SECOND    CLASS 0
 PU0954
 PU0954.The horizontal coordinates were scaled from a map and have
 PU0954.an estimated accuracy of +/- 6 seconds.
 PU0954
 PU0954.The orthometric height was determined by differential leveling and
 PU0954.adjusted by the NATIONAL GEODETIC SURVEY
 PU0954.in June 1991.
 PU0954
 PU0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0954.GEOID18 height accuracy estimate available here.
 PU0954
 PU0954.Click photographs - Photos may exist for this station.
 PU0954
 PU0954.The dynamic height is computed by dividing the NAVD 88
 PU0954.geopotential number by the normal gravity value computed on the
 PU0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0954.degrees latitude (g = 980.6199 gals.).
 PU0954
 PU0954.The modeled gravity was interpolated from observed gravity values.
 PU0954
 PU0954;                    North         East    Units  Estimated Accuracy
 PU0954;SPC SD N     -    79,520.      367,520.      MT  (+/- 180 meters Scaled)
 PU0954
 PU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK649307(NAD 83)
 PU0954
 PU0954                          SUPERSEDED SURVEY CONTROL
 PU0954
 PU0954  NGVD 29 (??/??/92)  809.67   (m)         2656.4    (f) COMPUTED    2 0
 PU0954
 PU0954.Superseded values are not recommended for survey control.
 PU0954
 PU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0954.See file dsdata.pdf to determine how the superseded data were derived.
 PU0954
 PU0954_MARKER: Z = SEE DESCRIPTION
 PU0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0954_SP_SET: PIER
 PU0954_STAMPING: H 10 B 1
 PU0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0954
 PU0954  HISTORY     - Date     Condition        Report By
 PU0954  HISTORY     - UNK      MONUMENTED       USAF
 PU0954  HISTORY     - 1962     GOOD             CGS
 PU0954  HISTORY     - 1963     GOOD             CGS
 PU0954  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0954
 PU0954                          STATION DESCRIPTION
 PU0954
 PU0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0954'11.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0954'VOLUNTEER, 1.1 MILES EAST OF THE JUNCTION OF A ROAD SOUTH TO
 PU0954'HEREFORD, 105 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 PU0954'HIGHWAY, 204 FEET EAST-NORTHEAST OF THE CENTER OF A GATE IN THE
 PU0954'FENCE LINE, ABOUT 6 FEET LOWER THAN THE ROAD, THE CENTER OF A
 PU0954'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0954'PROJECTS 4 FEET.
 PU0954
 PU0954                          STATION RECOVERY (1963)
 PU0954
 PU0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0954'RECOVERED IN GOOD CONDITION.
 PU0954
 PU0954                          STATION RECOVERY (1995)
 PU0954
 PU0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0954'THE TRIBRACH HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1580 ***********************************************************************
 PU1580  DESIGNATION -  H 11
 PU1580  PID         -  PU1580
 PU1580  STATE/COUNTY-  SD/PENNINGTON
 PU1580  COUNTRY     -  US
 PU1580  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1580
 PU1580                         *CURRENT SURVEY CONTROL
 PU1580  ______________________________________________________________________
 PU1580* NAD 83(1986) POSITION- 44 04 44.76   (N) 103 13 22.35   (W)   HD_HELD1
 PU1580* NAVD 88 ORTHO HEIGHT -   985.241 (meters)     3232.41  (feet) ADJUSTED
 PU1580  ______________________________________________________________________
 PU1580  GEOID HEIGHT    -        -15.861 (meters)                     GEOID18
 PU1580  DYNAMIC HEIGHT  -        984.917 (meters)     3231.35  (feet) COMP
 PU1580  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 PU1580
 PU1580  VERT ORDER      -  FIRST     CLASS II
 PU1580
 PU1580.The horizontal coordinates were determined by differentially corrected
 PU1580.hand held GPS observations or other comparable positioning techniques
 PU1580.and have an estimated accuracy of +/- 3 meters.
 PU1580
 PU1580.The orthometric height was determined by differential leveling and
 PU1580.adjusted by the NATIONAL GEODETIC SURVEY
 PU1580.in June 1991.
 PU1580
 PU1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1580.GEOID18 height accuracy estimate available here.
 PU1580
 PU1580.Click photographs - Photos may exist for this station.
 PU1580
 PU1580.The dynamic height is computed by dividing the NAVD 88
 PU1580.geopotential number by the normal gravity value computed on the
 PU1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1580.degrees latitude (g = 980.6199 gals.).
 PU1580
 PU1580.The modeled gravity was interpolated from observed gravity values.
 PU1580
 PU1580;                    North         East    Units  Estimated Accuracy
 PU1580;SPC SD S     -   197,968.9     368,609.8     MT  (+/- 3 meters HH1 GPS) 
 PU1580
 PU1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4229082193(NAD 83)
 PU1580
 PU1580                          SUPERSEDED SURVEY CONTROL
 PU1580
 PU1580  NGVD 29 (??/??/92)  984.756  (m)         3230.82   (f) ADJ UNCH    1 2
 PU1580
 PU1580.Superseded values are not recommended for survey control.
 PU1580
 PU1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1580.See file dsdata.pdf to determine how the superseded data were derived.
 PU1580
 PU1580_MARKER: DB = BENCH MARK DISK
 PU1580_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PU1580_SP_SET: PILLAR
 PU1580_STAMPING: 3230.860 H 11 1925
 PU1580_MARK LOGO: CGS
 PU1580_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1580+STABILITY: POSITION/ELEVATION WELL
 PU1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1580+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 PU1580
 PU1580  HISTORY     - Date     Condition        Report By
 PU1580  HISTORY     - 1925     MONUMENTED       CGS
 PU1580  HISTORY     - 1962     GOOD             CGS
 PU1580  HISTORY     - 1983     GOOD             NGS
 PU1580  HISTORY     - 1985     GOOD             NGS
 PU1580  HISTORY     - 19910728 GOOD             NGS
 PU1580  HISTORY     - 19960715 GOOD             NOSOPS
 PU1580  HISTORY     - 19971222 GOOD             USPSQD
 PU1580  HISTORY     - 20020726 GOOD             USPSQD
 PU1580  HISTORY     - 20110225 GOOD             INDIV
 PU1580  HISTORY     - 20160914 GOOD             USPSQD
 PU1580  HISTORY     - 20180725 GOOD             NGS
 PU1580
 PU1580                          STATION DESCRIPTION
 PU1580
 PU1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1580'0.7 MI SE FROM RAPID CITY.
 PU1580'ABOUT 0.45 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PU1580'PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1580'STATION AT RAPID CITY, THENCE 0.25 MILE SOUTH ALONG 4TH STREET,
 PU1580'AT THE NORTH ENTRANCE TO THE PENNINGTON COUNTY COURTHOUSE, 67
 PU1580'FEET SOUTH OF THE CENTER LINE OF ST. JOSEPH STREET, 39 FEET
 PU1580'WEST OF THE CENTER LINE OF THE NORTH ENTRANCE, 2 1/2 FEET
 PU1580'NORTH OF THE NORTH FACE OF THE BUILDING, ABOUT 9 FEET ABOVE THE
 PU1580'LEVEL OF THE STREET, AND SET IN THE TOP OF THE NORTHWEST CORNER
 PU1580'OF THE BASE OF THE 3RD PILLAR WEST OF THE ENTRANCE, 6 INCHES
 PU1580'ABOVE THE LANDING.
 PU1580
 PU1580                          STATION RECOVERY (1983)
 PU1580
 PU1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PU1580'RECOVERED IN GOOD CONDITION.  ADD--ON THE SQUARE BASE OF THE SECOND
 PU1580'COLUMN WEST OF THE SOUTHEAST CORNER OF THE BUILDING, EAST OF THE SOUTH
 PU1580'DOOR ENTERING THE BUILDING FROM ST JOSEPH STREET.
 PU1580
 PU1580                          STATION RECOVERY (1985)
 PU1580
 PU1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1580'THE MARK IS 0.2 M ABOVE LANDING STEPS.
 PU1580'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.65 KM (0.4
 PU1580'MI) WEST ALONG ST. JOSEPH STREET FROM THE POST OFFICE IN RAPID CITY,
 PU1580'IN TOP OF THE NORTHWEST CORNER OF THE STONE BASE FOR THE 3RD PILLAR
 PU1580'WEST OF THE NORTH ENTRANCE TO THE PENNINGTON COUNTY COURTHOUSE, IN THE
 PU1580'BLOCK BETWEEN 3RD AND 4TH STREETS, 20.4 METERS (67 FT) SOUTH OF THE
 PU1580'CENTER OF THE STREET, 11.9 METERS (39 FT) WEST OF THE CENTER OF THE
 PU1580'ENTRANCE AND 2.7 METERS (9 FT) ABOVE THE STREET.  NOTE--DESCRIBED DISK
 PU1580'IS STAMPED H 11 1925 3230.860 AND NOT 3250.860 AS PREVIOUSLY
 PU1580'DESCRIBED.
 PU1580
 PU1580                          STATION RECOVERY (1991)
 PU1580
 PU1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1580'IN RAPID CITY, NEAR THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 PU1580'OF THE SECOND PILLAR EAST OF THE NORTHWEST CORNER OF THE COURTHOUSE
 PU1580'AT 315 SAINT JOE STREET, 12.2 M (40.0 FT) WEST OF THE CENTER OF THE
 PU1580'NORTH ENTRANCE INTO THE BUILDING, 11.7 M (38.4 FT) SOUTH OF THE SOUTH
 PU1580'CURB OF THE STREET, 6.6 M (21.7 FT) EAST OF THE NORTHWEST CORNER OF
 PU1580'THE BUILDING, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE STREET, AND 0.5 M
 PU1580'(1.6 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 PU1580
 PU1580                          STATION RECOVERY (1996)
 PU1580
 PU1580'RECOVERY NOTE BY NOS OCEANOG SERVICES 1996 (DW)
 PU1580'ANOTHER ALIAS IS RAPID CITY H 11. STATION IS AT PENNINGTON COUNTY
 PU1580'COURTHOUSE IN RAPID CITY, SOUTH DAKOTA.  IT IS 0.5 MI (0.8 KM) ESE OF
 PU1580'RAPID CITY HALL.  TO ACCESS FROM EXIT 57 OF I-90 AND US 14, GO S ON
 PU1580'I-190 AND US 16 (BECOMES WEST BOULEVARD) FOR 1.7 MI (2.7 KM) .  TURN
 PU1580'ESE, LEFT, ONTO ST JOSEPH STREET (BL 90 AND SD 79 S-BOUND) AND GO 0.65
 PU1580'MI (1.05 KM) TO COURTHOUSE ON RIGHT.  STATION IS AT THE NNE ENTRANCE
 PU1580'TO COURTHOUSE, 20.4 M (66.9 FT) SSW OF CENTER OF ST JOSEPH STREET,
 PU1580'11.9 M (39.0 FT) WNW OF CENTER LINE OF ENTRANCE, 0.8 M (2.6 FT) NNE OF
 PU1580'NNE FACE OF BUILDING, AT NW CORNER OF BASE OF SECOND CONCRETE PILLAR
 PU1580'(OF EIGHT PILLARS) COUNTING FROM WNW END OF 1922 SECTION OF COURTHOUSE
 PU1580'AND ABOUT 3 M (9.8 FT) ABOVE STREET LEVEL.  DISK FACES SOUTH.  NW, SE,
 PU1580'SE, NE, NW, SEC 1, T1N,R7E.
 PU1580
 PU1580                          STATION RECOVERY (1997)
 PU1580
 PU1580'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1580'RECOVERED IN GOOD CONDITION.
 PU1580
 PU1580                          STATION RECOVERY (2002)
 PU1580
 PU1580'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 PU1580'.
 PU1580
 PU1580                          STATION RECOVERY (2011)
 PU1580
 PU1580'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1580'RECOVERED IN GOOD CONDITION.
 PU1580
 PU1580                          STATION RECOVERY (2016)
 PU1580
 PU1580'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 PU1580'RECOVERED IN GOOD CONDITION.
 PU1580
 PU1580                          STATION RECOVERY (2018)
 PU1580
 PU1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 PU1580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0944 ***********************************************************************
 PU0944  DESIGNATION -  H 11 B 2
 PU0944  PID         -  PU0944
 PU0944  STATE/COUNTY-  SD/MEADE
 PU0944  COUNTRY     -  US
 PU0944  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0944
 PU0944                         *CURRENT SURVEY CONTROL
 PU0944  ______________________________________________________________________
 PU0944* NAD 83(1986) POSITION- 44 32 03.     (N) 102 49 44.     (W)   SCALED
 PU0944* NAVD 88 ORTHO HEIGHT -   859.481 (meters)     2819.81  (feet) ADJUSTED
 PU0944  ______________________________________________________________________
 PU0944  GEOID HEIGHT    -        -17.803 (meters)                     GEOID18
 PU0944  DYNAMIC HEIGHT  -        859.252 (meters)     2819.06  (feet) COMP
 PU0944  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU0944
 PU0944  VERT ORDER      -  SECOND    CLASS 0
 PU0944
 PU0944.The horizontal coordinates were scaled from a map and have
 PU0944.an estimated accuracy of +/- 6 seconds.
 PU0944
 PU0944.The orthometric height was determined by differential leveling and
 PU0944.adjusted by the NATIONAL GEODETIC SURVEY
 PU0944.in June 1991.
 PU0944
 PU0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0944.GEOID18 height accuracy estimate available here.
 PU0944
 PU0944.Click photographs - Photos may exist for this station.
 PU0944
 PU0944.The dynamic height is computed by dividing the NAVD 88
 PU0944.geopotential number by the normal gravity value computed on the
 PU0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0944.degrees latitude (g = 980.6199 gals.).
 PU0944
 PU0944.The modeled gravity was interpolated from observed gravity values.
 PU0944
 PU0944;                    North         East    Units  Estimated Accuracy
 PU0944;SPC SD N     -    81,810.      375,200.      MT  (+/- 180 meters Scaled)
 PU0944
 PU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK724334(NAD 83)
 PU0944
 PU0944                          SUPERSEDED SURVEY CONTROL
 PU0944
 PU0944  NGVD 29 (??/??/92)  859.03   (m)         2818.3    (f) COMPUTED    2 0
 PU0944
 PU0944.Superseded values are not recommended for survey control.
 PU0944
 PU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0944.See file dsdata.pdf to determine how the superseded data were derived.
 PU0944
 PU0944_MARKER: Z = SEE DESCRIPTION
 PU0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0944_SP_SET: PIER
 PU0944_STAMPING: H 11 B 2
 PU0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0944
 PU0944  HISTORY     - Date     Condition        Report By
 PU0944  HISTORY     - UNK      MONUMENTED       USAF
 PU0944  HISTORY     - 1962     GOOD             CGS
 PU0944
 PU0944                          STATION DESCRIPTION
 PU0944
 PU0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0944'17.2 MI E FROM VOLUNTEER.
 PU0944'16.35 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0944'VOLUNTEER, THENCE 0.6 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 PU0944'0.3 MILE NORTHWEST ACROSS COUNTRY, ON THE TOP OF A KNOLL, THE
 PU0944'CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0944'PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0367 ***********************************************************************
 OT0367  DESIGNATION -  H 12
 OT0367  PID         -  OT0367
 OT0367  STATE/COUNTY-  SD/FALL RIVER
 OT0367  COUNTRY     -  US
 OT0367  USGS QUAD   -  HOT SPRINGS (2017)
 OT0367
 OT0367                         *CURRENT SURVEY CONTROL
 OT0367  ______________________________________________________________________
 OT0367* NAD 83(1986) POSITION- 43 24 31.     (N) 103 26 22.     (W)   SCALED
 OT0367* NAVD 88 ORTHO HEIGHT -  1016.612 (meters)     3335.33  (feet) POSTED
 OT0367  ______________________________________________________________________
 OT0367  GEOID HEIGHT    -        -15.792 (meters)                     GEOID18
 OT0367  DYNAMIC HEIGHT  -       1016.20  (meters)     3334.0   (feet) COMP
 OT0367  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 OT0367
 OT0367  VERT ORDER      -  * POSTED, SEE BELOW
 OT0367
 OT0367.The horizontal coordinates were scaled from a map and have
 OT0367.an estimated accuracy of +/- 6 seconds.
 OT0367
 OT0367.The orthometric height was determined by differential leveling
 OT0367.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0367
 OT0367.* This is a POSTED BENCH MARK height.
 OT0367
 OT0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0367.GEOID18 height accuracy estimate available here.
 OT0367
 OT0367.Click photographs - Photos may exist for this station.
 OT0367
 OT0367.The dynamic height is computed by dividing the NAVD 88
 OT0367.geopotential number by the normal gravity value computed on the
 OT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0367.degrees latitude (g = 980.6199 gals.).
 OT0367
 OT0367.The modeled gravity was interpolated from observed gravity values.
 OT0367
 OT0367;                    North         East    Units  Estimated Accuracy
 OT0367;SPC SD S     -   124,160.      348,490.      MT  (+/- 180 meters Scaled)
 OT0367
 OT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ263073(NAD 83)
 OT0367
 OT0367                          SUPERSEDED SURVEY CONTROL
 OT0367
 OT0367.No superseded survey control is available for this station.
 OT0367
 OT0367_MARKER: DB = BENCH MARK DISK
 OT0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0367_STAMPING: H 12 1926
 OT0367_MARK LOGO: CGS
 OT0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0367+STABILITY: SURFACE MOTION
 OT0367
 OT0367  HISTORY     - Date     Condition        Report By
 OT0367  HISTORY     - 1926     MONUMENTED       CGS
 OT0367  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0367
 OT0367                          STATION DESCRIPTION
 OT0367
 OT0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0367'2.2 MI SE FROM HOT SPRINGS.
 OT0367'2.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0367'FROM HOT SPRINGS, FALL RIVER COUNTY, ABOUT 240 FEET SOUTHEAST OF
 OT0367'THE SOUTH END OF BRIDGE HS 25, 18.5 FEET NORTHEAST OF THE CENTER
 OT0367'LINE OF THE TRACK, 6 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 OT0367'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OT0367'H 12 1926 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1200 ***********************************************************************
 PU1200  DESIGNATION -  H 121
 PU1200  PID         -  PU1200
 PU1200  STATE/COUNTY-  SD/BUTTE
 PU1200  COUNTRY     -  US
 PU1200  USGS QUAD   -  NEWELL (2017)
 PU1200
 PU1200                         *CURRENT SURVEY CONTROL
 PU1200  ______________________________________________________________________
 PU1200* NAD 83(1986) POSITION- 44 43 10.     (N) 103 25 16.     (W)   SCALED
 PU1200* NAVD 88 ORTHO HEIGHT -   859.189 (meters)     2818.86  (feet) ADJUSTED
 PU1200  ______________________________________________________________________
 PU1200  GEOID HEIGHT    -        -16.371 (meters)                     GEOID18
 PU1200  DYNAMIC HEIGHT  -        858.972 (meters)     2818.14  (feet) COMP
 PU1200  MODELED GRAVITY -    980,335.5   (mgal)                       NAVD 88
 PU1200
 PU1200  VERT ORDER      -  FIRST     CLASS II
 PU1200
 PU1200.The horizontal coordinates were scaled from a map and have
 PU1200.an estimated accuracy of +/- 6 seconds.
 PU1200
 PU1200.The orthometric height was determined by differential leveling and
 PU1200.adjusted by the NATIONAL GEODETIC SURVEY
 PU1200.in July 1998.
 PU1200
 PU1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1200.GEOID18 height accuracy estimate available here.
 PU1200
 PU1200.Click photographs - Photos may exist for this station.
 PU1200
 PU1200.The dynamic height is computed by dividing the NAVD 88
 PU1200.geopotential number by the normal gravity value computed on the
 PU1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1200.degrees latitude (g = 980.6199 gals.).
 PU1200
 PU1200.The modeled gravity was interpolated from observed gravity values.
 PU1200
 PU1200;                    North         East    Units  Estimated Accuracy
 PU1200;SPC SD N     -   104,190.      329,040.      MT  (+/- 180 meters Scaled)
 PU1200
 PU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK250529(NAD 83)
 PU1200
 PU1200                          SUPERSEDED SURVEY CONTROL
 PU1200
 PU1200  NAVD 88 (06/15/91)  859.180  (m)         2818.83   (f) SUPERSEDED  1 2
 PU1200  NGVD 29 (??/??/92)  858.706  (m)         2817.27   (f) ADJ UNCH    1 2
 PU1200
 PU1200.Superseded values are not recommended for survey control.
 PU1200
 PU1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1200.See file dsdata.pdf to determine how the superseded data were derived.
 PU1200
 PU1200_MARKER: DB = BENCH MARK DISK
 PU1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1200_STAMPING: H 121 1934
 PU1200_MARK LOGO: CGS
 PU1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1200+STABILITY: SURFACE MOTION
 PU1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1200+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1200
 PU1200  HISTORY     - Date     Condition        Report By
 PU1200  HISTORY     - 1934     MONUMENTED       CGS
 PU1200  HISTORY     - 1950     GOOD             CGS
 PU1200  HISTORY     - 1963     GOOD             CGS
 PU1200  HISTORY     - 19951116 GOOD             NGS
 PU1200
 PU1200                          STATION DESCRIPTION
 PU1200
 PU1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU1200'0.2 MI N FROM NEWELL.
 PU1200'BENCH MARK IS 41 FEET NORTH OF CENTER OF ROAD CONNECTING STATE
 PU1200'HIGHWAY 79 WITH U.S. HIGHWAY 212, 5 FEET SOUTHWEST OF A FENCE
 PU1200'CORNER, 4 FEET NORTHWEST OF A POWER LINE POLE, AND 3 FEET
 PU1200'SOUTHEAST OF A WITNESS POST.  STANDARD DISK IN CONCRETE POST.
 PU1200'NOTE-- IT WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION
 PU1200'NEWELL.
 PU1200
 PU1200                          STATION RECOVERY (1963)
 PU1200
 PU1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1200'RECOVERED IN GOOD CONDITION.
 PU1200
 PU1200                          STATION RECOVERY (1995)
 PU1200
 PU1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1200'0.4 KM (0.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1200'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 950.0 M (3116.8 FT) WEST OF
 PU1200'MILEPOST 40, 15.5 M (50.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 PU1200'11.2 M (36.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) SOUTH
 PU1200'OF AN AMOCO SIGN, 0.1 M (0.3 FT) EAST OF A WITNESS POST, AND THE
 PU1200'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0147 ***********************************************************************
 QT0147  DESIGNATION -  H 122
 QT0147  PID         -  QT0147
 QT0147  STATE/COUNTY-  SD/MEADE
 QT0147  COUNTRY     -  US
 QT0147  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0147
 QT0147                         *CURRENT SURVEY CONTROL
 QT0147  ______________________________________________________________________
 QT0147* NAD 83(1986) POSITION- 45 01 16.     (N) 102 49 49.     (W)   SCALED
 QT0147* NAVD 88 ORTHO HEIGHT -   875.639 (meters)     2872.83  (feet) ADJUSTED
 QT0147  ______________________________________________________________________
 QT0147  GEOID HEIGHT    -        -17.526 (meters)                     GEOID18
 QT0147  DYNAMIC HEIGHT  -        875.456 (meters)     2872.23  (feet) COMP
 QT0147  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 QT0147
 QT0147  VERT ORDER      -  FIRST     CLASS II
 QT0147
 QT0147.The horizontal coordinates were scaled from a map and have
 QT0147.an estimated accuracy of +/- 6 seconds.
 QT0147
 QT0147.The orthometric height was determined by differential leveling and
 QT0147.adjusted by the NATIONAL GEODETIC SURVEY
 QT0147.in July 1998.
 QT0147
 QT0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0147.GEOID18 height accuracy estimate available here.
 QT0147
 QT0147.Click photographs - Photos may exist for this station.
 QT0147
 QT0147.The dynamic height is computed by dividing the NAVD 88
 QT0147.geopotential number by the normal gravity value computed on the
 QT0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0147.degrees latitude (g = 980.6199 gals.).
 QT0147
 QT0147.The modeled gravity was interpolated from observed gravity values.
 QT0147
 QT0147;                    North         East    Units  Estimated Accuracy
 QT0147;SPC SD N     -   135,890.      376,980.      MT  (+/- 180 meters Scaled)
 QT0147
 QT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK709875(NAD 83)
 QT0147
 QT0147                          SUPERSEDED SURVEY CONTROL
 QT0147
 QT0147  NAVD 88 (06/15/91)  875.593  (m)         2872.67   (f) SUPERSEDED  1 2
 QT0147  NGVD 29 (??/??/92)  875.128  (m)         2871.15   (f) ADJ UNCH    1 2
 QT0147
 QT0147.Superseded values are not recommended for survey control.
 QT0147
 QT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0147.See file dsdata.pdf to determine how the superseded data were derived.
 QT0147
 QT0147_MARKER: DB = BENCH MARK DISK
 QT0147_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0147_STAMPING: H 122 1934
 QT0147_MARK LOGO: CGS
 QT0147_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0147+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0147
 QT0147  HISTORY     - Date     Condition        Report By
 QT0147  HISTORY     - 1934     MONUMENTED       CGS
 QT0147  HISTORY     - 1962     GOOD             CGS
 QT0147  HISTORY     - 19960425 GOOD             NGS
 QT0147
 QT0147                          STATION DESCRIPTION
 QT0147
 QT0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0147'2.8 MI NE FROM MUD BUTTE.
 QT0147'2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0147'MUD BUTTE, 0.05 MILE NORTHWEST OF A GATE IN THE RIGHT-OF-WAY
 QT0147'FENCE, ON THE TOP OF A HILL, 176 FEET NORTH OF THE CENTER LINE
 QT0147'OF THE HIGHWAY, 117 FEET NORTH OF A FENCE, 99 FEET NORTH-NORTHWEST
 QT0147'OF A POWER POLE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET
 QT0147'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 QT0147
 QT0147                          STATION RECOVERY (1996)
 QT0147
 QT0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0147'4.4 KM (2.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0147'IN MUD BUTTE, 569.0 M (1866.8 FT) WEST OF MILEPOST 76, 79.9 M (262.1
 QT0147'FT) NORTH OF THE HIGHWAY CENTERLINE, 30.5 M (100.1 FT) NORTH OF A
 QT0147'UTILITY POLE, 18.0 M (59.1 FT) NORTH OF A WITNESS POST AND FENCE, 2.5
 QT0147'M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 QT0147'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0135 ***********************************************************************
 QT0135  DESIGNATION -  H 123
 QT0135  PID         -  QT0135
 QT0135  STATE/COUNTY-  SD/MEADE
 QT0135  COUNTRY     -  US
 QT0135  USGS QUAD   -  FAITH (2017)
 QT0135
 QT0135                         *CURRENT SURVEY CONTROL
 QT0135  ______________________________________________________________________
 QT0135* NAD 83(1986) POSITION- 45 01 21.     (N) 102 02 18.     (W)   SCALED
 QT0135* NAVD 88 ORTHO HEIGHT -   791.130 (meters)     2595.57  (feet) ADJUSTED
 QT0135  ______________________________________________________________________
 QT0135  GEOID HEIGHT    -        -19.449 (meters)                     GEOID18
 QT0135  DYNAMIC HEIGHT  -        790.976 (meters)     2595.06  (feet) COMP
 QT0135  MODELED GRAVITY -    980,395.7   (mgal)                       NAVD 88
 QT0135
 QT0135  VERT ORDER      -  FIRST     CLASS II
 QT0135
 QT0135.The horizontal coordinates were scaled from a map and have
 QT0135.an estimated accuracy of +/- 6 seconds.
 QT0135
 QT0135.The orthometric height was determined by differential leveling and
 QT0135.adjusted by the NATIONAL GEODETIC SURVEY
 QT0135.in July 1998.
 QT0135
 QT0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0135.GEOID18 height accuracy estimate available here.
 QT0135
 QT0135.Click photographs - Photos may exist for this station.
 QT0135
 QT0135.The dynamic height is computed by dividing the NAVD 88
 QT0135.geopotential number by the normal gravity value computed on the
 QT0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0135.degrees latitude (g = 980.6199 gals.).
 QT0135
 QT0135.The modeled gravity was interpolated from observed gravity values.
 QT0135
 QT0135;                    North         East    Units  Estimated Accuracy
 QT0135;SPC SD N     -   134,170.      439,370.      MT  (+/- 180 meters Scaled)
 QT0135
 QT0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK333897(NAD 83)
 QT0135
 QT0135                          SUPERSEDED SURVEY CONTROL
 QT0135
 QT0135  NAVD 88 (06/15/91)  791.145  (m)         2595.61   (f) SUPERSEDED  1 2
 QT0135  NGVD 29 (??/??/92)  790.692  (m)         2594.13   (f) ADJ UNCH    1 2
 QT0135
 QT0135.Superseded values are not recommended for survey control.
 QT0135
 QT0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0135.See file dsdata.pdf to determine how the superseded data were derived.
 QT0135
 QT0135_MARKER: DB = BENCH MARK DISK
 QT0135_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0135_STAMPING: H 123 1934
 QT0135_MARK LOGO: CGS
 QT0135_PROJECTION: RECESSED 60 CENTIMETERS
 QT0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0135+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1996
 QT0135
 QT0135  HISTORY     - Date     Condition        Report By
 QT0135  HISTORY     - 1938     MONUMENTED       CGS
 QT0135  HISTORY     - 1963     GOOD             CGS
 QT0135  HISTORY     - 1981     GOOD             NGS
 QT0135  HISTORY     - 19960425 GOOD             NGS
 QT0135  HISTORY     - 19960713 GOOD             NGS
 QT0135
 QT0135                          STATION DESCRIPTION
 QT0135
 QT0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0135'IN FAITH.
 QT0135'ABOUT 0.2 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT FAITH,
 QT0135'NEAR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION,
 QT0135'59 FEET EAST OF THE CENTER LINE OF MAIN STREET, 56.2 FEET SOUTH
 QT0135'OF THE SOUTH RAIL OF THE MAIN TRACK, 58 FEET WEST OF THE SOUTHWEST
 QT0135'CORNER OF THE STATION, 1.2 FEET NORTH OF A METAL WITNESS POST,
 QT0135'ABOUT LEVEL WITH MAIN STREET, AND SET IN THE TOP OF A CONCRETE
 QT0135'POST 24 INCHES BELOW THE SURFACE OF THE GROUND.
 QT0135
 QT0135                          STATION RECOVERY (1981)
 QT0135
 QT0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0135'RECOVERED IN GOOD CONDITION.
 QT0135
 QT0135                          STATION RECOVERY (1996)
 QT0135
 QT0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0135'IN FAITH, AT THE INTERSECTION OF MAIN AND RAILROAD STREETS, 19.8 M
 QT0135'(65.0 FT) EAST OF THE CENTER OF MAIN, 19.0 M (62.3 FT) NORTH OF THE
 QT0135'CENTER OF RAILROAD, 1.0 M (3.3 FT) ABOVE THE LEVEL OF MAIN, 0.3 M (1.0
 QT0135'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.6 M
 QT0135'(2.0 FT) BELOW THE GROUND SURFACE.
 QT0135
 QT0135                          STATION RECOVERY (1996)
 QT0135
 QT0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0135'RECOVERED AS DESCRIBED, EXCEPT STAMPING WAS REPORTED AS H 123 1934,
 QT0135'NOT H 123 1938 AS PREVIOUSLY PUBLISHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0263 ***********************************************************************
 QT0263  DESIGNATION -  H 124
 QT0263  PID         -  QT0263
 QT0263  STATE/COUNTY-  SD/BUTTE
 QT0263  COUNTRY     -  US
 QT0263  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0263
 QT0263                         *CURRENT SURVEY CONTROL
 QT0263  ______________________________________________________________________
 QT0263* NAD 83(1986) POSITION- 45 01 36.     (N) 103 25 23.     (W)   SCALED
 QT0263* NAVD 88 ORTHO HEIGHT -   944.792 (meters)     3099.71  (feet) ADJUSTED
 QT0263  ______________________________________________________________________
 QT0263  GEOID HEIGHT    -        -16.433 (meters)                     GEOID18
 QT0263  DYNAMIC HEIGHT  -        944.568 (meters)     3098.97  (feet) COMP
 QT0263  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 QT0263
 QT0263  VERT ORDER      -  SECOND    CLASS 0
 QT0263
 QT0263.The horizontal coordinates were scaled from a map and have
 QT0263.an estimated accuracy of +/- 6 seconds.
 QT0263
 QT0263.The orthometric height was determined by differential leveling and
 QT0263.adjusted by the NATIONAL GEODETIC SURVEY
 QT0263.in June 1991.
 QT0263
 QT0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0263.GEOID18 height accuracy estimate available here.
 QT0263
 QT0263.Click photographs - Photos may exist for this station.
 QT0263
 QT0263.The dynamic height is computed by dividing the NAVD 88
 QT0263.geopotential number by the normal gravity value computed on the
 QT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0263.degrees latitude (g = 980.6199 gals.).
 QT0263
 QT0263.The modeled gravity was interpolated from observed gravity values.
 QT0263
 QT0263;                    North         East    Units  Estimated Accuracy
 QT0263;SPC SD N     -   138,310.      330,330.      MT  (+/- 180 meters Scaled)
 QT0263
 QT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK242871(NAD 83)
 QT0263
 QT0263                          SUPERSEDED SURVEY CONTROL
 QT0263
 QT0263  NGVD 29 (??/??/92)  944.299  (m)         3098.09   (f) ADJ UNCH    2 0
 QT0263
 QT0263.Superseded values are not recommended for survey control.
 QT0263
 QT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0263.See file dsdata.pdf to determine how the superseded data were derived.
 QT0263
 QT0263_MARKER: DB = BENCH MARK DISK
 QT0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0263_STAMPING: H 124 1934
 QT0263_MARK LOGO: CGS
 QT0263_PROJECTION: PROJECTING 6 CENTIMETERS
 QT0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0263+STABILITY: SURFACE MOTION
 QT0263
 QT0263  HISTORY     - Date     Condition        Report By
 QT0263  HISTORY     - 1934     MONUMENTED       CGS
 QT0263  HISTORY     - 1963     GOOD             CGS
 QT0263  HISTORY     - 1967     GOOD             CGS
 QT0263
 QT0263                          STATION DESCRIPTION
 QT0263
 QT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0263'4.4 MI N FROM CASTLE ROCK.
 QT0263'ABOUT 4.45 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST
 QT0263'OFFICE AT CASTLE ROCK, 0.15 MILE NORTH OF THE T-JUNCTION OF A
 QT0263'ROAD LEADING WEST, ON THE OUTSIDE OF A CURVE AND 55 FEET WEST
 QT0263'OF THE CENTERLINE OF THE HIGHWAY, 106 FEET EAST OF A POWER POLE,
 QT0263'6.5 FEET WEST OF A FENCE, 7.0 FEET WEST OF A METAL WITNESS POST,
 QT0263'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QT0263'POST PROJECTING 0.2 FOOT.
 QT0263
 QT0263                          STATION RECOVERY (1967)
 QT0263
 QT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QT0263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0058 ***********************************************************************
 QT0058  DESIGNATION -  H 125
 QT0058  PID         -  QT0058
 QT0058  STATE/COUNTY-  SD/PERKINS
 QT0058  COUNTRY     -  US
 QT0058  USGS QUAD   -  FAITH NW (2017)
 QT0058
 QT0058                         *CURRENT SURVEY CONTROL
 QT0058  ______________________________________________________________________
 QT0058* NAD 83(1986) POSITION- 45 11 22.     (N) 102 09 02.     (W)   SCALED
 QT0058* NAVD 88 ORTHO HEIGHT -   700.460 (meters)     2298.09  (feet) ADJUSTED
 QT0058  ______________________________________________________________________
 QT0058  GEOID HEIGHT    -        -19.054 (meters)                     GEOID18
 QT0058  DYNAMIC HEIGHT  -        700.344 (meters)     2297.71  (feet) COMP
 QT0058  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 QT0058
 QT0058  VERT ORDER      -  SECOND    CLASS 0
 QT0058
 QT0058.The horizontal coordinates were scaled from a map and have
 QT0058.an estimated accuracy of +/- 6 seconds.
 QT0058
 QT0058.The orthometric height was determined by differential leveling and
 QT0058.adjusted by the NATIONAL GEODETIC SURVEY
 QT0058.in June 1991.
 QT0058
 QT0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0058.GEOID18 height accuracy estimate available here.
 QT0058
 QT0058.Click photographs - Photos may exist for this station.
 QT0058
 QT0058.The dynamic height is computed by dividing the NAVD 88
 QT0058.geopotential number by the normal gravity value computed on the
 QT0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0058.degrees latitude (g = 980.6199 gals.).
 QT0058
 QT0058.The modeled gravity was interpolated from observed gravity values.
 QT0058
 QT0058;                    North         East    Units  Estimated Accuracy
 QT0058;SPC SD N     -   152,940.      431,030.      MT  (+/- 180 meters Scaled)
 QT0058
 QT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL238079(NAD 83)
 QT0058
 QT0058                          SUPERSEDED SURVEY CONTROL
 QT0058
 QT0058  NGVD 29 (??/??/92)  700.024  (m)         2296.66   (f) ADJ UNCH    2 0
 QT0058
 QT0058.Superseded values are not recommended for survey control.
 QT0058
 QT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0058.See file dsdata.pdf to determine how the superseded data were derived.
 QT0058
 QT0058_MARKER: DB = BENCH MARK DISK
 QT0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0058_STAMPING: H 125 1934
 QT0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0058+STABILITY: SURFACE MOTION
 QT0058
 QT0058  HISTORY     - Date     Condition        Report By
 QT0058  HISTORY     - 1934     MONUMENTED       CGS
 QT0058  HISTORY     - 1948     GOOD             CGS
 QT0058
 QT0058                          STATION DESCRIPTION
 QT0058
 QT0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QT0058'16 MI NW FROM FAITH.
 QT0058'IN PERKINS COUNTY, 11.0 MILES NORTH AND 5.0 MILES WEST OF
 QT0058'FAITH, MEADE COUNTY, IN THE SOUTHWEST 1/4 SECTION 10, T 14 N.,
 QT0058'R 16 E., 0.9 MILES SOUTH OF BRIDGE OVER MOREAU RIVER, 405 FEET
 QT0058'EAST FROM CENTER OF STATE HIGHWAY 73, 420 FEET SOUTH AND 57 FEET
 QT0058'WEST OF A FENCE CORNER, 185 FEET WEST FROM CENTER OF NORTH AND
 QT0058'SOUTH DIRT ROAD.  A STANDARD DISK, STAMPED H 125 1934 AND SET
 QT0058'IN A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0270 ***********************************************************************
 PU0270  DESIGNATION -  H 126
 PU0270  PID         -  PU0270
 PU0270  STATE/COUNTY-  SD/MEADE
 PU0270  COUNTRY     -  US
 PU0270  USGS QUAD   -  HOWES (2017)
 PU0270
 PU0270                         *CURRENT SURVEY CONTROL
 PU0270  ______________________________________________________________________
 PU0270* NAD 83(1986) POSITION- 44 37 05.     (N) 102 02 37.     (W)   SCALED
 PU0270* NAVD 88 ORTHO HEIGHT -   738.049 (meters)     2421.42  (feet) ADJUSTED
 PU0270  ______________________________________________________________________
 PU0270  GEOID HEIGHT    -        -19.838 (meters)                     GEOID18
 PU0270  DYNAMIC HEIGHT  -        737.875 (meters)     2420.84  (feet) COMP
 PU0270  MODELED GRAVITY -    980,357.6   (mgal)                       NAVD 88
 PU0270
 PU0270  VERT ORDER      -  SECOND    CLASS 0
 PU0270
 PU0270.The horizontal coordinates were scaled from a map and have
 PU0270.an estimated accuracy of +/- 6 seconds.
 PU0270
 PU0270.The orthometric height was determined by differential leveling and
 PU0270.adjusted by the NATIONAL GEODETIC SURVEY
 PU0270.in June 1991.
 PU0270
 PU0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0270.GEOID18 height accuracy estimate available here.
 PU0270
 PU0270.Click photographs - Photos may exist for this station.
 PU0270
 PU0270.The dynamic height is computed by dividing the NAVD 88
 PU0270.geopotential number by the normal gravity value computed on the
 PU0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0270.degrees latitude (g = 980.6199 gals.).
 PU0270
 PU0270.The modeled gravity was interpolated from observed gravity values.
 PU0270
 PU0270;                    North         East    Units  Estimated Accuracy
 PU0270;SPC SD N     -    89,250.      437,820.      MT  (+/- 180 meters Scaled)
 PU0270
 PU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK345447(NAD 83)
 PU0270
 PU0270                          SUPERSEDED SURVEY CONTROL
 PU0270
 PU0270  NGVD 29 (??/??/92)  737.59   (m)         2419.9    (f) COMPUTED    2 0
 PU0270
 PU0270.Superseded values are not recommended for survey control.
 PU0270
 PU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0270.See file dsdata.pdf to determine how the superseded data were derived.
 PU0270
 PU0270_MARKER: DB = BENCH MARK DISK
 PU0270_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0270_STAMPING: H 126 1934
 PU0270_MARK LOGO: CGS
 PU0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0270
 PU0270  HISTORY     - Date     Condition        Report By
 PU0270  HISTORY     - 1934     MONUMENTED       CGS
 PU0270  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU0270
 PU0270                          STATION DESCRIPTION
 PU0270
 PU0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0270'0.4 MI S FROM HOWES.
 PU0270'0.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE POST OFFICE AT
 PU0270'HOWES, MEADE COUNTY, 88 FEET WEST OF POINT OF INTERSECTION
 PU0270'CENTERLINES OF HIGHWAY 73 AND TRAIL EAST, 34 FEET SOUTH OF
 PU0270'CENTERLINE OF HIGHWAY, AND 2 FEET SOUTH OF A FENCE.  A STANDARD
 PU0270'DISK, STAMPED H 126 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PU0270'NOTE-- A NEW HIGHWAY HAS BEEN CONSTRUCTED IN THE VICINITY OF THE
 PU0270'MARK AND IT COULD POSSIBLY HAVE BEEN DESTROYED IN THE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0953 ***********************************************************************
 PU0953  DESIGNATION -  H 128
 PU0953  PID         -  PU0953
 PU0953  STATE/COUNTY-  SD/MEADE
 PU0953  COUNTRY     -  US
 PU0953  USGS QUAD   -  FAIRPOINT SW (2017)
 PU0953
 PU0953                         *CURRENT SURVEY CONTROL
 PU0953  ______________________________________________________________________
 PU0953* NAD 83(1986) POSITION- 44 30 52.     (N) 102 54 44.     (W)   SCALED
 PU0953* NAVD 88 ORTHO HEIGHT -   798.010 (meters)     2618.14  (feet) ADJUSTED
 PU0953  ______________________________________________________________________
 PU0953  GEOID HEIGHT    -        -17.617 (meters)                     GEOID18
 PU0953  DYNAMIC HEIGHT  -        797.798 (meters)     2617.44  (feet) COMP
 PU0953  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 PU0953
 PU0953  VERT ORDER      -  FIRST     CLASS II
 PU0953
 PU0953.The horizontal coordinates were scaled from a map and have
 PU0953.an estimated accuracy of +/- 6 seconds.
 PU0953
 PU0953.The orthometric height was determined by differential leveling and
 PU0953.adjusted by the NATIONAL GEODETIC SURVEY
 PU0953.in October 1997.
 PU0953
 PU0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0953.GEOID18 height accuracy estimate available here.
 PU0953
 PU0953.Click photographs - Photos may exist for this station.
 PU0953
 PU0953.The dynamic height is computed by dividing the NAVD 88
 PU0953.geopotential number by the normal gravity value computed on the
 PU0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0953.degrees latitude (g = 980.6199 gals.).
 PU0953
 PU0953.The modeled gravity was interpolated from observed gravity values.
 PU0953
 PU0953;                    North         East    Units  Estimated Accuracy
 PU0953;SPC SD N     -    79,850.      368,500.      MT  (+/- 180 meters Scaled)
 PU0953
 PU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK659311(NAD 83)
 PU0953
 PU0953                          SUPERSEDED SURVEY CONTROL
 PU0953
 PU0953  NAVD 88 (06/15/91)  797.959  (m)         2617.97   (f) SUPERSEDED  1 2
 PU0953  NGVD 29 (??/??/92)  797.504  (m)         2616.48   (f) ADJ UNCH    1 2
 PU0953
 PU0953.Superseded values are not recommended for survey control.
 PU0953
 PU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0953.See file dsdata.pdf to determine how the superseded data were derived.
 PU0953
 PU0953_MARKER: DB = BENCH MARK DISK
 PU0953_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0953_STAMPING: H 128 1934
 PU0953_MARK LOGO: CGS
 PU0953_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0953+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2012
 PU0953
 PU0953  HISTORY     - Date     Condition        Report By
 PU0953  HISTORY     - 1934     MONUMENTED       CGS
 PU0953  HISTORY     - 1962     GOOD             CGS
 PU0953  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU0953  HISTORY     - 19950524 GOOD             NGS
 PU0953  HISTORY     - 20120502 GOOD             INDIV
 PU0953
 PU0953                          STATION DESCRIPTION
 PU0953
 PU0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0953'11.8 MI E FROM VOLUNTEER.
 PU0953'11.8 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0953'VOLUNTEER, ALONG A FORMER ALIGNMENT OF THE HIGHWAY, 246 FEET
 PU0953'NORTH OF THE CENTER LINE OF THE NEW HIGHWAY, 132 FEET NORTH OF
 PU0953'THE FENCE, 33 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 PU0953'1.0 FOOT SOUTH OF A WITNESS POST AND IN THE TOP OF A CONCRETE
 PU0953'POST PROJECTING 0.3 FOOT.
 PU0953
 PU0953                          STATION RECOVERY (1963)
 PU0953
 PU0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0953'MARK NOT FOUND.
 PU0953
 PU0953                          STATION RECOVERY (1995)
 PU0953
 PU0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0953'20.8 KM (12.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0953'OFFICE IN UNION CENTER, 101.2 M (332.0 FT) NORTHEAST OF MILEPOST 68,
 PU0953'75.9 M (249.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 42.9 M (140.7 FT)
 PU0953'NORTH OF A WITNESS POST AND FENCE, 10.5 M (34.4 FT) NORTH OF THE
 PU0953'CENTER OF AN ABANDONED ROAD BED, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PU0953'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 PU0953'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0953
 PU0953                          STATION RECOVERY (2012)
 PU0953
 PU0953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0701 ***********************************************************************
 PU0701  DESIGNATION -  H 129
 PU0701  PID         -  PU0701
 PU0701  STATE/COUNTY-  SD/MEADE
 PU0701  COUNTRY     -  US
 PU0701  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0701
 PU0701                         *CURRENT SURVEY CONTROL
 PU0701  ______________________________________________________________________
 PU0701* NAD 83(1986) POSITION- 44 25 50.     (N) 102 33 45.     (W)   SCALED
 PU0701* NAVD 88 ORTHO HEIGHT -   793.635 (meters)     2603.78  (feet) ADJUSTED
 PU0701  ______________________________________________________________________
 PU0701  GEOID HEIGHT    -        -18.552 (meters)                     GEOID18
 PU0701  DYNAMIC HEIGHT  -        793.420 (meters)     2603.08  (feet) COMP
 PU0701  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 PU0701
 PU0701  VERT ORDER      -  SECOND    CLASS 0
 PU0701
 PU0701.The horizontal coordinates were scaled from a map and have
 PU0701.an estimated accuracy of +/- 6 seconds.
 PU0701
 PU0701.The orthometric height was determined by differential leveling and
 PU0701.adjusted by the NATIONAL GEODETIC SURVEY
 PU0701.in June 1991.
 PU0701
 PU0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0701.GEOID18 height accuracy estimate available here.
 PU0701
 PU0701.Click photographs - Photos may exist for this station.
 PU0701
 PU0701.The dynamic height is computed by dividing the NAVD 88
 PU0701.geopotential number by the normal gravity value computed on the
 PU0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0701.degrees latitude (g = 980.6199 gals.).
 PU0701
 PU0701.The modeled gravity was interpolated from observed gravity values.
 PU0701
 PU0701;                    North         East    Units  Estimated Accuracy
 PU0701;SPC SD N     -    69,590.      396,000.      MT  (+/- 180 meters Scaled)
 PU0701
 PU0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK940225(NAD 83)
 PU0701
 PU0701                          SUPERSEDED SURVEY CONTROL
 PU0701
 PU0701.No superseded survey control is available for this station.
 PU0701
 PU0701_MARKER: DB = BENCH MARK DISK
 PU0701_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0701_STAMPING: H 129 1934
 PU0701_MARK LOGO: CGS
 PU0701_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0701
 PU0701  HISTORY     - Date     Condition        Report By
 PU0701  HISTORY     - 1934     MONUMENTED       CGS
 PU0701  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0701
 PU0701                          STATION DESCRIPTION
 PU0701
 PU0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0701'10.3 MI S FROM ENNING.
 PU0701'10.3 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO WASTA FROM
 PU0701'THE POST OFFICE AT ENNING, MEADE COUNTY, 1 MILE SOUTH OF THE
 PU0701'CENTERLINE OF A SECTION ROAD LEADING WEST, 29 FEET WEST OF THE
 PU0701'CENTERLINE OF THE ENNING-WASTA ROAD, 3.2 FEET WEST OF A FENCE
 PU0701'LINE, AND 1.6 FEET NORTH OF A FENCE LEADING WEST.  A STANDARD
 PU0701'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PU0701'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0109 ***********************************************************************
 PT0109  DESIGNATION -  H 13
 PT0109  PID         -  PT0109
 PT0109  STATE/COUNTY-  SD/LYMAN
 PT0109  COUNTRY     -  US
 PT0109  USGS QUAD   -  STONY BUTTE (2017)
 PT0109
 PT0109                         *CURRENT SURVEY CONTROL
 PT0109  ______________________________________________________________________
 PT0109* NAD 83(1986) POSITION- 44 05 37.     (N) 100 17 12.     (W)   SCALED
 PT0109* NAVD 88 ORTHO HEIGHT -   625.070 (meters)     2050.75  (feet) ADJUSTED
 PT0109  ______________________________________________________________________
 PT0109  GEOID HEIGHT    -        -24.287 (meters)                     GEOID18
 PT0109  DYNAMIC HEIGHT  -        624.891 (meters)     2050.16  (feet) COMP
 PT0109  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 PT0109
 PT0109  VERT ORDER      -  FIRST     CLASS II
 PT0109
 PT0109.The horizontal coordinates were scaled from a map and have
 PT0109.an estimated accuracy of +/- 6 seconds.
 PT0109
 PT0109.The orthometric height was determined by differential leveling and
 PT0109.adjusted by the NATIONAL GEODETIC SURVEY
 PT0109.in June 1991.
 PT0109
 PT0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0109.GEOID18 height accuracy estimate available here.
 PT0109
 PT0109.Click photographs - Photos may exist for this station.
 PT0109
 PT0109.The dynamic height is computed by dividing the NAVD 88
 PT0109.geopotential number by the normal gravity value computed on the
 PT0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0109.degrees latitude (g = 980.6199 gals.).
 PT0109
 PT0109.The modeled gravity was interpolated from observed gravity values.
 PT0109
 PT0109;                    North         East    Units  Estimated Accuracy
 PT0109;SPC SD S     -   195,560.      603,740.      MT  (+/- 180 meters Scaled)
 PT0109
 PT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP970830(NAD 83)
 PT0109
 PT0109                          SUPERSEDED SURVEY CONTROL
 PT0109
 PT0109  NGVD 29 (??/??/92)  624.657  (m)         2049.40   (f) ADJ UNCH    1 2
 PT0109
 PT0109.Superseded values are not recommended for survey control.
 PT0109
 PT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0109.See file dsdata.pdf to determine how the superseded data were derived.
 PT0109
 PT0109_MARKER: DB = BENCH MARK DISK
 PT0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0109_STAMPING: H 13 1926 2049.395
 PT0109_MARK LOGO: CGS
 PT0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0109+STABILITY: SURFACE MOTION
 PT0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0109+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 PT0109
 PT0109  HISTORY     - Date     Condition        Report By
 PT0109  HISTORY     - 1926     MONUMENTED       CGS
 PT0109  HISTORY     - 1965     GOOD             CGS
 PT0109  HISTORY     - 19861110 POOR             NGS
 PT0109
 PT0109                          STATION DESCRIPTION
 PT0109
 PT0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PT0109'12 MI N FROM VIVIAN.
 PT0109'12 MILES NORTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 PT0109'VIVIAN, LYMAN COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION
 PT0109'OF A SECTION-LINE ROAD, 8.5 FEET WEST OF THE WEST FENCE ALONG
 PT0109'THE HIGHWAY, AND 2 FEET SOUTH OF THE NORTH FENCE ALONG THE
 PT0109'SECTION-LINE ROAD.  A STANDARD DISK, STAMPED 2049.395 H 13 1926
 PT0109'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 PT0109'GROUND.  TOWNSHIP 107 NORTH, RANGE 79 WEST, NEAR THE CORNER
 PT0109'OF SECTIONS 2, 3, 10 AND 11, 25 FEET NORTH AND 40 FEET WEST
 PT0109'OF T-ROAD EAST AND IN THE TOP OF A CONCRETE POST.
 PT0109
 PT0109                          STATION RECOVERY (1986)
 PT0109
 PT0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0109'0.9 KM (0.55 MI) NORTH ALONG COUNTY ROAD 27 FROM THE BANK IN VIVIAN,
 PT0109'THEN RIGHT 0.5 KM(0.30 MI) EAST ALONG 27,THEN LEFT 18.6 KM(11.55 MI)
 PT0109'NORTH ALONG 27, 1.6 KM (1.00 MI) SOUTH OF A LEFT TURN IN 27, AT THE
 PT0109'SOUTH EAST CORNER OF SECTION 3, T 107 N, R 79 W, 3.35 M(11.0 FT) EAST
 PT0109'FROM THE WEST RIGHT OF WAY FENCE, 0.61 M (2.0 FT) SOUTH OF THE NORTH
 PT0109'RIGHT OF WAY FENCE OF AN EAST BOUND SECTION LINE ROAD, IN THE DITCH,
 PT0109'IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 25 CM (10 INCHES)
 PT0109'THE POST IS LEANING BUT SOLID IN THE GROUND. USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0611 ***********************************************************************
 PU0611  DESIGNATION -  H 131
 PU0611  PID         -  PU0611
 PU0611  STATE/COUNTY-  SD/PENNINGTON
 PU0611  COUNTRY     -  US
 PU0611  USGS QUAD   -  OWANKA (2017)
 PU0611
 PU0611                         *CURRENT SURVEY CONTROL
 PU0611  ______________________________________________________________________
 PU0611* NAD 83(1986) POSITION- 44 01 36.     (N) 102 36 59.     (W)   SCALED
 PU0611* NAVD 88 ORTHO HEIGHT -   776.909 (meters)     2548.91  (feet) ADJUSTED
 PU0611  ______________________________________________________________________
 PU0611  GEOID HEIGHT    -        -18.036 (meters)                     GEOID18
 PU0611  DYNAMIC HEIGHT  -        776.674 (meters)     2548.14  (feet) COMP
 PU0611  MODELED GRAVITY -    980,290.0   (mgal)                       NAVD 88
 PU0611
 PU0611  VERT ORDER      -  SECOND    CLASS 0
 PU0611
 PU0611.The horizontal coordinates were scaled from a map and have
 PU0611.an estimated accuracy of +/- 6 seconds.
 PU0611
 PU0611.The orthometric height was determined by differential leveling and
 PU0611.adjusted by the NATIONAL GEODETIC SURVEY
 PU0611.in June 1991.
 PU0611
 PU0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0611.GEOID18 height accuracy estimate available here.
 PU0611
 PU0611.Click photographs - Photos may exist for this station.
 PU0611
 PU0611.The dynamic height is computed by dividing the NAVD 88
 PU0611.geopotential number by the normal gravity value computed on the
 PU0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0611.degrees latitude (g = 980.6199 gals.).
 PU0611
 PU0611.The modeled gravity was interpolated from observed gravity values.
 PU0611
 PU0611;                    North         East    Units  Estimated Accuracy
 PU0611;SPC SD S     -   190,630.      417,000.      MT  (+/- 180 meters Scaled)
 PU0611
 PU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ910775(NAD 83)
 PU0611
 PU0611                          SUPERSEDED SURVEY CONTROL
 PU0611
 PU0611  NGVD 29 (??/??/92)  776.455  (m)         2547.42   (f) ADJ UNCH    2 0
 PU0611
 PU0611.Superseded values are not recommended for survey control.
 PU0611
 PU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0611.See file dsdata.pdf to determine how the superseded data were derived.
 PU0611
 PU0611_MARKER: DB = BENCH MARK DISK
 PU0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0611_STAMPING: H 131 1934
 PU0611_MARK LOGO: CGS
 PU0611_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0611+STABILITY: SURFACE MOTION
 PU0611
 PU0611  HISTORY     - Date     Condition        Report By
 PU0611  HISTORY     - 1934     MONUMENTED       CGS
 PU0611
 PU0611                          STATION DESCRIPTION
 PU0611
 PU0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0611'1.5 MI W FROM OWANKA.
 PU0611'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0611'THE STATION AT OWANKA, PENNINGTON COUNTY, AT MILEPOST 617,
 PU0611'150 YARDS WEST OF BRIDGE 1876, 94.5 FEET SOUTH OF THE SOUTH RAIL,
 PU0611'2.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF
 PU0611'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0280 ***********************************************************************
 OT0280  DESIGNATION -  H 132
 OT0280  PID         -  OT0280
 OT0280  STATE/COUNTY-  SD/SHANNON
 OT0280  COUNTRY     -  US
 OT0280  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0280
 OT0280                         *CURRENT SURVEY CONTROL
 OT0280  ______________________________________________________________________
 OT0280* NAD 83(1986) POSITION- 43 38 35.19   (N) 102 30 19.16   (W)   HD_HELD1
 OT0280* NAVD 88 ORTHO HEIGHT -   870.789 (meters)     2856.91  (feet) ADJUSTED
 OT0280  ______________________________________________________________________
 OT0280  GEOID HEIGHT    -        -18.365 (meters)                     GEOID18
 OT0280  DYNAMIC HEIGHT  -        870.486 (meters)     2855.92  (feet) COMP
 OT0280  MODELED GRAVITY -    980,242.2   (mgal)                       NAVD 88
 OT0280
 OT0280  VERT ORDER      -  SECOND    CLASS 0
 OT0280
 OT0280.The horizontal coordinates were determined by differentially corrected
 OT0280.hand held GPS observations or other comparable positioning techniques
 OT0280.and have an estimated accuracy of +/- 3 meters.
 OT0280
 OT0280.The orthometric height was determined by differential leveling and
 OT0280.adjusted by the NATIONAL GEODETIC SURVEY
 OT0280.in June 1991.
 OT0280
 OT0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0280.GEOID18 height accuracy estimate available here.
 OT0280
 OT0280.Click photographs - Photos may exist for this station.
 OT0280
 OT0280.The dynamic height is computed by dividing the NAVD 88
 OT0280.geopotential number by the normal gravity value computed on the
 OT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0280.degrees latitude (g = 980.6199 gals.).
 OT0280
 OT0280.The modeled gravity was interpolated from observed gravity values.
 OT0280
 OT0280;                    North         East    Units  Estimated Accuracy
 OT0280;SPC SD S     -   147,795.6     424,788.5     MT  (+/- 3 meters HH1 GPS) 
 OT0280
 OT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0120635259(NAD 83)
 OT0280
 OT0280                          SUPERSEDED SURVEY CONTROL
 OT0280
 OT0280  NGVD 29 (??/??/92)  870.340  (m)         2855.44   (f) ADJ UNCH    2 0
 OT0280
 OT0280.Superseded values are not recommended for survey control.
 OT0280
 OT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0280.See file dsdata.pdf to determine how the superseded data were derived.
 OT0280
 OT0280_MARKER: DB = BENCH MARK DISK
 OT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0280_STAMPING: H 132 1934
 OT0280_MARK LOGO: CGS
 OT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0280+STABILITY: SURFACE MOTION
 OT0280
 OT0280  HISTORY     - Date     Condition        Report By
 OT0280  HISTORY     - 1934     MONUMENTED       CGS
 OT0280
 OT0280                          STATION DESCRIPTION
 OT0280
 OT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0280'10.4 MI S FROM SCENIC.
 OT0280'IN WASHINGTON COUNTY, 10.4 MILES SOUTH ALONG THE ROAD LEADING TO
 OT0280'MANDERSON AND BRENNAN FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0280'AND PACIFIC RAILROAD STATION AT SCENIC, PENNINGTON COUNTY, 180
 OT0280'YARDS NORTH OF A WOODEN BRIDGE, 37 FEET WEST OF THE CENTERLINE OF
 OT0280'THE ROAD, AND 10 FEET NORTH OF THE CORNER POST IN A SECTION-LINE
 OT0280'FENCE.  A STANDARD DISK, STAMPED H 132 1934 AND SET IN THE TOP
 OT0280'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- MARK
 OT0280'IS LOCATED IN SHANNON COUNTY INSTEAD OF WASHINGTON COUNTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0203 ***********************************************************************
 OT0203  DESIGNATION -  H 133
 OT0203  PID         -  OT0203
 OT0203  STATE/COUNTY-  SD/SHANNON
 OT0203  COUNTRY     -  US
 OT0203  USGS QUAD   -  DENBY (2017)
 OT0203
 OT0203                         *CURRENT SURVEY CONTROL
 OT0203  ______________________________________________________________________
 OT0203* NAD 83(1986) POSITION- 43 07 18.     (N) 102 17 09.     (W)   SCALED
 OT0203* NAVD 88 ORTHO HEIGHT -  1037.839 (meters)     3404.98  (feet) ADJUSTED
 OT0203  ______________________________________________________________________
 OT0203  GEOID HEIGHT    -        -18.565 (meters)                     GEOID18
 OT0203  DYNAMIC HEIGHT  -       1037.381 (meters)     3403.47  (feet) COMP
 OT0203  MODELED GRAVITY -    980,143.5   (mgal)                       NAVD 88
 OT0203
 OT0203  VERT ORDER      -  SECOND    CLASS 0
 OT0203
 OT0203.The horizontal coordinates were scaled from a map and have
 OT0203.an estimated accuracy of +/- 6 seconds.
 OT0203
 OT0203.The orthometric height was determined by differential leveling and
 OT0203.adjusted by the NATIONAL GEODETIC SURVEY
 OT0203.in June 1991.
 OT0203
 OT0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0203.GEOID18 height accuracy estimate available here.
 OT0203
 OT0203.Click photographs - Photos may exist for this station.
 OT0203
 OT0203.The dynamic height is computed by dividing the NAVD 88
 OT0203.geopotential number by the normal gravity value computed on the
 OT0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0203.degrees latitude (g = 980.6199 gals.).
 OT0203
 OT0203.The modeled gravity was interpolated from observed gravity values.
 OT0203
 OT0203;                    North         East    Units  Estimated Accuracy
 OT0203;SPC SD S     -    89,440.      441,130.      MT  (+/- 180 meters Scaled)
 OT0203
 OT0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH207779(NAD 83)
 OT0203
 OT0203                          SUPERSEDED SURVEY CONTROL
 OT0203
 OT0203  NGVD 29 (??/??/92) 1037.339  (m)         3403.34   (f) ADJ UNCH    2 0
 OT0203
 OT0203.Superseded values are not recommended for survey control.
 OT0203
 OT0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0203.See file dsdata.pdf to determine how the superseded data were derived.
 OT0203
 OT0203_MARKER: DB = BENCH MARK DISK
 OT0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0203_STAMPING: H 133 1934
 OT0203_MARK LOGO: CGS
 OT0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0203+STABILITY: SURFACE MOTION
 OT0203
 OT0203  HISTORY     - Date     Condition        Report By
 OT0203  HISTORY     - 1934     MONUMENTED       CGS
 OT0203  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0203
 OT0203                          STATION DESCRIPTION
 OT0203
 OT0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0203'4.5 MI E FROM BRENNAN.
 OT0203'4.5 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0203'BRENNAN, SHANNON COUNTY, 49 FEET NORTH OF THE CENTERLINE OF THE
 OT0203'HIGHWAY, ABOUT 230 FEET EAST OF T-ROAD SOUTH (DIM SOUTH), 10
 OT0203'FEET NORTH OF NORTH ROW FENCE, 3 FEET WEST OF STEEL WITNESS
 OT0203'SIGN, PROJECTS 4 INCHES ABOVE GROUND.  A STANDARD SET IN CONCRETE
 OT0203'POST.  NOTE-- BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED KNEE.
 OT0203
 OT0203                          STATION RECOVERY (1966)
 OT0203
 OT0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0414 ***********************************************************************
 OT0414  DESIGNATION -  H 134
 OT0414  PID         -  OT0414
 OT0414  STATE/COUNTY-  SD/FALL RIVER
 OT0414  COUNTRY     -  US
 OT0414  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0414
 OT0414                         *CURRENT SURVEY CONTROL
 OT0414  ______________________________________________________________________
 OT0414* NAD 83(1986) POSITION- 43 04 39.     (N) 103 15 50.     (W)   SCALED
 OT0414* NAVD 88 ORTHO HEIGHT -  1054.069 (meters)     3458.22  (feet) ADJUSTED
 OT0414  ______________________________________________________________________
 OT0414  GEOID HEIGHT    -        -16.973 (meters)                     GEOID18
 OT0414  DYNAMIC HEIGHT  -       1053.588 (meters)     3456.65  (feet) COMP
 OT0414  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 OT0414
 OT0414  VERT ORDER      -  SECOND    CLASS 0
 OT0414
 OT0414.The horizontal coordinates were scaled from a map and have
 OT0414.an estimated accuracy of +/- 6 seconds.
 OT0414
 OT0414.The orthometric height was determined by differential leveling and
 OT0414.adjusted by the NATIONAL GEODETIC SURVEY
 OT0414.in June 1991.
 OT0414
 OT0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0414.GEOID18 height accuracy estimate available here.
 OT0414
 OT0414.Click photographs - Photos may exist for this station.
 OT0414
 OT0414.The dynamic height is computed by dividing the NAVD 88
 OT0414.geopotential number by the normal gravity value computed on the
 OT0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0414.degrees latitude (g = 980.6199 gals.).
 OT0414
 OT0414.The modeled gravity was interpolated from observed gravity values.
 OT0414
 OT0414;                    North         East    Units  Estimated Accuracy
 OT0414;SPC SD S     -    86,880.      361,400.      MT  (+/- 180 meters Scaled)
 OT0414
 OT0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH413708(NAD 83)
 OT0414
 OT0414                          SUPERSEDED SURVEY CONTROL
 OT0414
 OT0414  NGVD 29 (??/??/92) 1053.522  (m)         3456.43   (f) ADJ UNCH    2 0
 OT0414
 OT0414.Superseded values are not recommended for survey control.
 OT0414
 OT0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0414.See file dsdata.pdf to determine how the superseded data were derived.
 OT0414
 OT0414_MARKER: DB = BENCH MARK DISK
 OT0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0414_STAMPING: H 134 1934
 OT0414_MARK LOGO: CGS
 OT0414_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0414+STABILITY: SURFACE MOTION
 OT0414
 OT0414  HISTORY     - Date     Condition        Report By
 OT0414  HISTORY     - 1934     MONUMENTED       CGS
 OT0414
 OT0414                          STATION DESCRIPTION
 OT0414
 OT0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0414'7.8 MI S FROM OELRICHS.
 OT0414'7.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0414'THE STATION AT OELRICHS, FALL RIVER COUNTY, 14 FEET EAST OF
 OT0414'MILEPOST H 19, 125 FEET NORTH OF WOODEN TRESTLE H 31, 45.9 FEET
 OT0414'EAST OF THE EAST RAIL, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 OT0414'FENCE.  A STANDARD DISK, STAMPED H 134 1934 AND SET IN THE
 OT0414'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0227 ***********************************************************************
 OT0227  DESIGNATION -  H 135
 OT0227  PID         -  OT0227
 OT0227  STATE/COUNTY-  SD/SHANNON
 OT0227  COUNTRY     -  US
 OT0227  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0227
 OT0227                         *CURRENT SURVEY CONTROL
 OT0227  ______________________________________________________________________
 OT0227* NAD 83(1986) POSITION- 43 13 40.07   (N) 102 49 04.65   (W)   HD_HELD1
 OT0227* NAVD 88 ORTHO HEIGHT -   891.452 (meters)     2924.71  (feet) ADJUSTED
 OT0227  ______________________________________________________________________
 OT0227  GEOID HEIGHT    -        -17.760 (meters)                     GEOID18
 OT0227  DYNAMIC HEIGHT  -        891.091 (meters)     2923.52  (feet) COMP
 OT0227  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 OT0227
 OT0227  VERT ORDER      -  FIRST     CLASS II
 OT0227
 OT0227.The horizontal coordinates were determined by differentially corrected
 OT0227.hand held GPS observations or other comparable positioning techniques
 OT0227.and have an estimated accuracy of +/- 3 meters.
 OT0227
 OT0227.The orthometric height was determined by differential leveling and
 OT0227.adjusted by the NATIONAL GEODETIC SURVEY
 OT0227.in June 1991.
 OT0227
 OT0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0227.GEOID18 height accuracy estimate available here.
 OT0227
 OT0227.Click photographs - Photos may exist for this station.
 OT0227
 OT0227.The dynamic height is computed by dividing the NAVD 88
 OT0227.geopotential number by the normal gravity value computed on the
 OT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0227.degrees latitude (g = 980.6199 gals.).
 OT0227
 OT0227.The modeled gravity was interpolated from observed gravity values.
 OT0227
 OT0227;                    North         East    Units  Estimated Accuracy
 OT0227;SPC SD S     -   102,385.6     398,195.6     MT  (+/- 3 meters HH1 GPS) 
 OT0227
 OT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7719888423(NAD 83)
 OT0227
 OT0227                          SUPERSEDED SURVEY CONTROL
 OT0227
 OT0227  NGVD 29 (??/??/92)  890.971  (m)         2923.13   (f) ADJ UNCH    1 2
 OT0227
 OT0227.Superseded values are not recommended for survey control.
 OT0227
 OT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0227.See file dsdata.pdf to determine how the superseded data were derived.
 OT0227
 OT0227_MARKER: DB = BENCH MARK DISK
 OT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0227_STAMPING: H 135 1934
 OT0227_MARK LOGO: CGS
 OT0227_PROJECTION: FLUSH
 OT0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0227+STABILITY: SURFACE MOTION
 OT0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0227+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1993
 OT0227
 OT0227  HISTORY     - Date     Condition        Report By
 OT0227  HISTORY     - 1934     MONUMENTED       CGS
 OT0227  HISTORY     - 1967     GOOD             USGS
 OT0227  HISTORY     - 19931110 GOOD             NGS
 OT0227
 OT0227                          STATION DESCRIPTION
 OT0227
 OT0227'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OT0227'7 MI NW FROM OGLALA.
 OT0227'OGLALA, 3 MILES NORTH AND 4 MILES WEST OF, NEAR COR SEC 25, 30,
 OT0227'36, 31 TS 37, 38 N, RS 46, 47 W, 200 FT SW (RT ANGLE) AND 26
 OT0227'FT EAST OF T-RD SW (EXTENDED), 123 FT SW OF ROW FENCE, 10 FT
 OT0227'SOUTH OF C/L DIM ROAD ALONG FENCE, 3 FT NE OF CORNER FENCE
 OT0227'POST AND STEEL WITNESS SIGN, IN CONCRETE POST, STD C AND GS
 OT0227'TABLET H 135 1934 POST FLUSH WITH GROUND.
 OT0227
 OT0227                          STATION RECOVERY (1993)
 OT0227
 OT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0227'2.7 KM (1.65 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE
 OT0227'IN OGLALA, THENCE 6.6 KM (4.10 MI) NORTHWESTERLY ALONG BIA ROAD 41,
 OT0227'61.5 M (201.8 FT) SOUTHWEST OF THE ROAD CENTERLINE, 41.0 M (134.5 FT)
 OT0227'WEST OF A T-FENCE CORNER, 38.5 M (126.3 FT) SOUTHWEST OF THE CENTER
 OT0227'OF A FIELD ENTRANCE GATE, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M (1.0
 OT0227'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.05 M
 OT0227'(0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0331 ***********************************************************************
 OS0331  DESIGNATION -  H 136
 OS0331  PID         -  OS0331
 OS0331  STATE/COUNTY-  SD/TODD
 OS0331  COUNTRY     -  US
 OS0331  USGS QUAD   -  EAGLE MANS BUTTE (2017)
 OS0331
 OS0331                         *CURRENT SURVEY CONTROL
 OS0331  ______________________________________________________________________
 OS0331* NAD 83(1986) POSITION- 43 15 37.     (N) 101 11 36.     (W)   SCALED
 OS0331* NAVD 88 ORTHO HEIGHT -   939.092 (meters)     3081.00  (feet) ADJUSTED
 OS0331  ______________________________________________________________________
 OS0331  GEOID HEIGHT    -        -21.337 (meters)                     GEOID18
 OS0331  DYNAMIC HEIGHT  -        938.707 (meters)     3079.74  (feet) COMP
 OS0331  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 OS0331
 OS0331  VERT ORDER      -  SECOND    CLASS 0
 OS0331
 OS0331.The horizontal coordinates were scaled from a map and have
 OS0331.an estimated accuracy of +/- 6 seconds.
 OS0331
 OS0331.The orthometric height was determined by differential leveling and
 OS0331.adjusted by the NATIONAL GEODETIC SURVEY
 OS0331.in June 1991.
 OS0331
 OS0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0331.GEOID18 height accuracy estimate available here.
 OS0331
 OS0331.Click photographs - Photos may exist for this station.
 OS0331
 OS0331.The dynamic height is computed by dividing the NAVD 88
 OS0331.geopotential number by the normal gravity value computed on the
 OS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0331.degrees latitude (g = 980.6199 gals.).
 OS0331
 OS0331.The modeled gravity was interpolated from observed gravity values.
 OS0331
 OS0331;                    North         East    Units  Estimated Accuracy
 OS0331;SPC SD S     -   103,340.      530,180.      MT  (+/- 180 meters Scaled)
 OS0331
 OS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN219920(NAD 83)
 OS0331
 OS0331                          SUPERSEDED SURVEY CONTROL
 OS0331
 OS0331  NGVD 29 (??/??/92)  938.654  (m)         3079.57   (f) ADJ UNCH    2 0
 OS0331
 OS0331.Superseded values are not recommended for survey control.
 OS0331
 OS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0331.See file dsdata.pdf to determine how the superseded data were derived.
 OS0331
 OS0331_MARKER: DB = BENCH MARK DISK
 OS0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0331_STAMPING: H 136 1934
 OS0331_MARK LOGO: CGS
 OS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0331+STABILITY: SURFACE MOTION
 OS0331
 OS0331  HISTORY     - Date     Condition        Report By
 OS0331  HISTORY     - 1934     MONUMENTED       CGS
 OS0331  HISTORY     - 1967     MARK NOT FOUND   USGS
 OS0331
 OS0331                          STATION DESCRIPTION
 OS0331
 OS0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0331'11.5 MI E FROM VETAL.
 OS0331'IS LOCATED 11.5 MILES EAST OF THE POST OFFICE AT VETAL, 0.5 OF
 OS0331'MILE SOUTH OF A CREEK, ABOUT 70 YARDS NORTHEAST OF CONCRETE
 OS0331'CULVERT, 61 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 42 FEET
 OS0331'NORTH OF CORNER FENCE POST, 4.5 FEET WEST OF FENCE.  STANDARD
 OS0331'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.  STAMPED H
 OS0331'136 1934.
 OS0331
 OS0331                          STATION RECOVERY (1967)
 OS0331
 OS0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0952 ***********************************************************************
 OR0952  DESIGNATION -  H 138 RESET
 OR0952  PID         -  OR0952
 OR0952  STATE/COUNTY-  SD/TRIPP
 OR0952  COUNTRY     -  US
 OR0952  USGS QUAD   -  WINNER NORTH (2017)
 OR0952
 OR0952                         *CURRENT SURVEY CONTROL
 OR0952  ______________________________________________________________________
 OR0952* NAD 83(1986) POSITION- 43 22 35.     (N) 099 51 18.     (W)   SCALED
 OR0952* NAVD 88 ORTHO HEIGHT -   601.544 (meters)     1973.57  (feet) ADJUSTED
 OR0952  ______________________________________________________________________
 OR0952  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 OR0952  DYNAMIC HEIGHT  -        601.329 (meters)     1972.86  (feet) COMP
 OR0952  MODELED GRAVITY -    980,243.8   (mgal)                       NAVD 88
 OR0952
 OR0952  VERT ORDER      -  FIRST     CLASS II
 OR0952
 OR0952.The horizontal coordinates were scaled from a map and have
 OR0952.an estimated accuracy of +/- 6 seconds.
 OR0952
 OR0952.The orthometric height was determined by differential leveling and
 OR0952.adjusted by the NATIONAL GEODETIC SURVEY
 OR0952.in June 1994.
 OR0952
 OR0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0952.GEOID18 height accuracy estimate available here.
 OR0952
 OR0952.Click photographs - Photos may exist for this station.
 OR0952
 OR0952.The dynamic height is computed by dividing the NAVD 88
 OR0952.geopotential number by the normal gravity value computed on the
 OR0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0952.degrees latitude (g = 980.6199 gals.).
 OR0952
 OR0952.The modeled gravity was interpolated from observed gravity values.
 OR0952
 OR0952;                    North         East    Units  Estimated Accuracy
 OR0952;SPC SD S     -   115,990.      638,760.      MT  (+/- 180 meters Scaled)
 OR0952
 OR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP307029(NAD 83)
 OR0952
 OR0952                          SUPERSEDED SURVEY CONTROL
 OR0952
 OR0952  NGVD 29 (04/17/07)  601.07   (m)         1972.0    (f) RESET       3  
 OR0952
 OR0952.Superseded values are not recommended for survey control.
 OR0952
 OR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0952.See file dsdata.pdf to determine how the superseded data were derived.
 OR0952
 OR0952_MARKER: DV = VERTICAL CONTROL DISK
 OR0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0952_STAMPING: H 138 RESET 1988
 OR0952_MARK LOGO: NGS
 OR0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0952+STABILITY: SURFACE MOTION
 OR0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0952+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 OR0952
 OR0952  HISTORY     - Date     Condition        Report By
 OR0952  HISTORY     - 1988     MONUMENTED       NGS
 OR0952  HISTORY     - 19930919 GOOD             NGS
 OR0952  HISTORY     - 20121213 GOOD             INDIV
 OR0952
 OR0952                          STATION DESCRIPTION
 OR0952
 OR0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OR0952'AT WINNER, AT THE COURTHOUSE, NEAR THE NORTHEAST CORNER OF THE
 OR0952'COURTHOUSE GROUNDS, 30 METERS EAST FROM THE CENTER OF MADISON
 OR0952'STREET, 14.3 METERS SOUTH FROM THE CENTER OF U.S. HIGHWAYS 183 AND
 OR0952'18 (SECOND STREET), 0.3 METER SOUTH FROM THE SOUTH EDGE OF THE
 OR0952'SIDEWALK, 0.3 METERS NORTH FROM A WITNESS POST, 2.3 METERS NORTHEAST
 OR0952'FROM A SMALL TREE, 39.9 METERS EAST-NORTHEAST FROM THE NORTHEAST
 OR0952'CORNER OF THE TRIPP COUNTY COURTHOUSE, 41.4 METERS WEST FROM A LAMP
 OR0952'POST, IN THE TOP OF A 12-INCH CONCRETE POST THAT IS RECESSED 15 CM.
 OR0952
 OR0952                          STATION RECOVERY (1993)
 OR0952
 OR0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0952'IN WINNER, AT THE INTERSECTION OF U.S. HIGHWAY 18 AND MADISON
 OR0952'STREET, 39.9 M (130.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 OR0952'COURTHOUSE, 29.4 M (96.5 FT) EAST OF THE STREET CENTER, 14.5 M (47.6
 OR0952'FT) SOUTH OF THE HIGHWAY CENTER, 0.3 M (1.0 FT) SOUTH OF THE SOUTH
 OR0952'EDGE OF A SIDEWALK, 0.3 M (1.0 FT) NORTH OF A METAL GUARD POST, 0.2 M
 OR0952'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 OR0952'WITH THE GROUND SURFACE.
 OR0952
 OR0952                          STATION RECOVERY (2012)
 OR0952
 OR0952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0555 ***********************************************************************
 OR0555  DESIGNATION -  H 139
 OR0555  PID         -  OR0555
 OR0555  STATE/COUNTY-  SD/GREGORY
 OR0555  COUNTRY     -  US
 OR0555  USGS QUAD   -  HERRICK (2017)
 OR0555
 OR0555                         *CURRENT SURVEY CONTROL
 OR0555  ______________________________________________________________________
 OR0555* NAD 83(1986) POSITION- 43 06 28.     (N) 099 08 33.     (W)   SCALED
 OR0555* NAVD 88 ORTHO HEIGHT -   652.889 (meters)     2142.02  (feet) ADJUSTED
 OR0555  ______________________________________________________________________
 OR0555  GEOID HEIGHT    -        -25.811 (meters)                     GEOID18
 OR0555  DYNAMIC HEIGHT  -        652.642 (meters)     2141.21  (feet) COMP
 OR0555  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 OR0555
 OR0555  VERT ORDER      -  SECOND    CLASS 0
 OR0555
 OR0555.The horizontal coordinates were scaled from a map and have
 OR0555.an estimated accuracy of +/- 6 seconds.
 OR0555
 OR0555.The orthometric height was determined by differential leveling and
 OR0555.adjusted by the NATIONAL GEODETIC SURVEY
 OR0555.in June 1991.
 OR0555
 OR0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0555.GEOID18 height accuracy estimate available here.
 OR0555
 OR0555.Click photographs - Photos may exist for this station.
 OR0555
 OR0555.The dynamic height is computed by dividing the NAVD 88
 OR0555.geopotential number by the normal gravity value computed on the
 OR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0555.degrees latitude (g = 980.6199 gals.).
 OR0555
 OR0555.The modeled gravity was interpolated from observed gravity values.
 OR0555
 OR0555;                    North         East    Units  Estimated Accuracy
 OR0555;SPC SD S     -    86,730.      696,920.      MT  (+/- 180 meters Scaled)
 OR0555
 OR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN884727(NAD 83)
 OR0555
 OR0555                          SUPERSEDED SURVEY CONTROL
 OR0555
 OR0555.No superseded survey control is available for this station.
 OR0555
 OR0555_MARKER: DB = BENCH MARK DISK
 OR0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0555_STAMPING: H 139 1940
 OR0555_MARK LOGO: CGS
 OR0555_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0555+STABILITY: SURFACE MOTION
 OR0555
 OR0555  HISTORY     - Date     Condition        Report By
 OR0555  HISTORY     - 1934     MONUMENTED       CGS
 OR0555  HISTORY     - 1940     GOOD             CGS
 OR0555  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0555
 OR0555                          STATION DESCRIPTION
 OR0555
 OR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0555'2.4 MI NW FROM ST CHARLES.
 OR0555'ABOUT 2.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OR0555'RAILWAY FROM THE STATION AT ST. CHARLES, GREGORY COUNTY, ABOUT
 OR0555'0.2 MILE NORTHWEST OF THE CROSSING OF A SECTION-LINE ROAD, ABOUT
 OR0555'0.1 MILE NORTHWEST OF CULVERT F 311, AT THE SOUTHEAST END OF A
 OR0555'CUT, 45.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.4 FEET
 OR0555'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 0.6 FOOT WEST OF A
 OR0555'WHITE REFERENCE POST.  A STANDARD DISK, STAMPED H 139 1934 AND
 OR0555'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 OR0555'ABOVE GROUND.
 OR0555
 OR0555                          STATION RECOVERY (1940)
 OR0555
 OR0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0555'RECOVERED IN GOOD CONDITION.
 OR0555
 OR0555                          STATION RECOVERY (1993)
 OR0555
 OR0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0555'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0159 ***********************************************************************
 PT0159  DESIGNATION -  H 14
 PT0159  PID         -  PT0159
 PT0159  STATE/COUNTY-  SD/HUGHES
 PT0159  COUNTRY     -  US
 PT0159  USGS QUAD   -  CANNING (2017)
 PT0159
 PT0159                         *CURRENT SURVEY CONTROL
 PT0159  ______________________________________________________________________
 PT0159* NAD 83(1986) POSITION- 44 22 52.     (N) 100 03 44.     (W)   SCALED
 PT0159* NAVD 88 ORTHO HEIGHT -   461.715 (meters)     1514.81  (feet) ADJUSTED
 PT0159  ______________________________________________________________________
 PT0159  GEOID HEIGHT    -        -23.733 (meters)                     GEOID18
 PT0159  DYNAMIC HEIGHT  -        461.618 (meters)     1514.49  (feet) COMP
 PT0159  MODELED GRAVITY -    980,395.5   (mgal)                       NAVD 88
 PT0159
 PT0159  VERT ORDER      -  FIRST     CLASS II
 PT0159
 PT0159.The horizontal coordinates were scaled from a map and have
 PT0159.an estimated accuracy of +/- 6 seconds.
 PT0159
 PT0159.The orthometric height was determined by differential leveling and
 PT0159.adjusted by the NATIONAL GEODETIC SURVEY
 PT0159.in June 1991.
 PT0159
 PT0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0159.GEOID18 height accuracy estimate available here.
 PT0159
 PT0159.Click photographs - Photos may exist for this station.
 PT0159
 PT0159.The dynamic height is computed by dividing the NAVD 88
 PT0159.geopotential number by the normal gravity value computed on the
 PT0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0159.degrees latitude (g = 980.6199 gals.).
 PT0159
 PT0159.The modeled gravity was interpolated from observed gravity values.
 PT0159
 PT0159;                    North         East    Units  Estimated Accuracy
 PT0159;SPC SD S     -   227,540.      621,610.      MT  (+/- 180 meters Scaled)
 PT0159
 PT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ153147(NAD 83)
 PT0159
 PT0159                          SUPERSEDED SURVEY CONTROL
 PT0159
 PT0159  NGVD 29 (??/??/92)  461.360  (m)         1513.65   (f) ADJ UNCH    1 2
 PT0159
 PT0159.Superseded values are not recommended for survey control.
 PT0159
 PT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0159.See file dsdata.pdf to determine how the superseded data were derived.
 PT0159
 PT0159_MARKER: DB = BENCH MARK DISK
 PT0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0159_STAMPING: H 14 1926
 PT0159_MARK LOGO: CGS
 PT0159_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0159+STABILITY: SURFACE MOTION
 PT0159
 PT0159  HISTORY     - Date     Condition        Report By
 PT0159  HISTORY     - 1926     MONUMENTED       CGS
 PT0159  HISTORY     - 1946     GOOD             CGS
 PT0159
 PT0159                          STATION DESCRIPTION
 PT0159
 PT0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0159'2.2 MI SW FROM CANNING.
 PT0159'2.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0159'FROM CANNING, HUGHES COUNTY, ABOUT 150 FEET SOUTHEAST OF MILEPOST
 PT0159'463, 52.5 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 46
 PT0159'FEET NORTHWEST OF THE EAST RIGHT-OF-WAY FENCE, AND 4.8 FEET NORTH
 PT0159'OF A POLE.  A STANDARD DISK, STAMPED 1513.645 H 14 1926 AND SET IN
 PT0159'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0620 ***********************************************************************
 OR0620  DESIGNATION -  H 141
 OR0620  PID         -  OR0620
 OR0620  STATE/COUNTY-  SD/GREGORY
 OR0620  COUNTRY     -  US
 OR0620  USGS QUAD   -  DIXON SW (2017)
 OR0620
 OR0620                         *CURRENT SURVEY CONTROL
 OR0620  ______________________________________________________________________
 OR0620* NAD 83(1986) POSITION- 43 22 16.     (N) 099 26 06.     (W)   SCALED
 OR0620* NAVD 88 ORTHO HEIGHT -   606.151 (meters)     1988.68  (feet) ADJUSTED
 OR0620  ______________________________________________________________________
 OR0620  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 OR0620  DYNAMIC HEIGHT  -        605.932 (meters)     1987.96  (feet) COMP
 OR0620  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 OR0620
 OR0620  VERT ORDER      -  SECOND    CLASS 0
 OR0620
 OR0620.The horizontal coordinates were scaled from a map and have
 OR0620.an estimated accuracy of +/- 6 seconds.
 OR0620
 OR0620.The orthometric height was determined by differential leveling and
 OR0620.adjusted by the NATIONAL GEODETIC SURVEY
 OR0620.in June 1991.
 OR0620
 OR0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0620.GEOID18 height accuracy estimate available here.
 OR0620
 OR0620.Click photographs - Photos may exist for this station.
 OR0620
 OR0620.The dynamic height is computed by dividing the NAVD 88
 OR0620.geopotential number by the normal gravity value computed on the
 OR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0620.degrees latitude (g = 980.6199 gals.).
 OR0620
 OR0620.The modeled gravity was interpolated from observed gravity values.
 OR0620
 OR0620;                    North         East    Units  Estimated Accuracy
 OR0620;SPC SD S     -   115,680.      672,800.      MT  (+/- 180 meters Scaled)
 OR0620
 OR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647021(NAD 83)
 OR0620
 OR0620                          SUPERSEDED SURVEY CONTROL
 OR0620
 OR0620  NGVD 29 (??/??/92)  605.83   (m)         1987.6    (f) COMPUTED    2 0
 OR0620
 OR0620.Superseded values are not recommended for survey control.
 OR0620
 OR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0620.See file dsdata.pdf to determine how the superseded data were derived.
 OR0620
 OR0620_MARKER: DB = BENCH MARK DISK
 OR0620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0620_SP_SET: CULVERT HEADWALL
 OR0620_STAMPING: H 141 1934
 OR0620_MARK LOGO: CGS
 OR0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0620+STABILITY: SURFACE MOTION
 OR0620
 OR0620  HISTORY     - Date     Condition        Report By
 OR0620  HISTORY     - 1934     MONUMENTED       CGS
 OR0620  HISTORY     - 1945     GOOD             CGS
 OR0620
 OR0620                          STATION DESCRIPTION
 OR0620
 OR0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0620'9.9 MI N FROM GREGORY.
 OR0620'TO REACH FROM THE POST OFFICE AT GREGORY GO WEST 0.2 MILE,
 OR0620'THENCE NORTH 9.7 MILES ALONG STATE HIGHWAY NO. 47 TO SITE OF
 OR0620'MARK, BENCH MARK IS AT THE INTERSECTION OF THE HIGHWAY AND AN
 OR0620'EAST-WEST DIRT ROAD, 49.0 FEET EAST OF AND ABOUT LEVEL WITH
 OR0620'THE CENTER LINE OF THE HIGHWAY, 30.0 FEET SOUTH OF THE CENTER
 OR0620'LINE OF THE EAST-WEST ROAD, 30.0 FEET EAST OF THE EAST END OF
 OR0620'A TUBE CULVERT, 13.3 FEET EAST OF A FENCE CORNER, 1.5 FEET
 OR0620'NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 MARKER POST, MARK
 OR0620'PROJECTS 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0621 ***********************************************************************
 OR0621  DESIGNATION -  H 141 RESET
 OR0621  PID         -  OR0621
 OR0621  STATE/COUNTY-  SD/GREGORY
 OR0621  COUNTRY     -  US
 OR0621  USGS QUAD   -  DIXON SW (2017)
 OR0621
 OR0621                         *CURRENT SURVEY CONTROL
 OR0621  ______________________________________________________________________
 OR0621* NAD 83(1986) POSITION- 43 22 16.     (N) 099 26 05.     (W)   SCALED
 OR0621* NAVD 88 ORTHO HEIGHT -   604.42  (+/-2cm)     1983.0   (feet) VERTCON3
 OR0621  ______________________________________________________________________
 OR0621  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 OR0621  VERT ORDER      -  THIRD (See Below)
 OR0621
 OR0621.The horizontal coordinates were scaled from a map and have
 OR0621.an estimated accuracy of +/- 6 seconds.
 OR0621
 OR0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0621
 OR0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0621.GEOID18 height accuracy estimate available here.
 OR0621
 OR0621.The vertical order pertains to the NGVD 29 superseded value.
 OR0621
 OR0621.Click photographs - Photos may exist for this station.
 OR0621
 OR0621;                    North         East    Units  Estimated Accuracy
 OR0621;SPC SD S     -   115,680.      672,820.      MT  (+/- 180 meters Scaled)
 OR0621
 OR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647021(NAD 83)
 OR0621
 OR0621                          SUPERSEDED SURVEY CONTROL
 OR0621
 OR0621  NGVD 29 (??/??/??)  604.09   (m)         1981.9    (f) RESET       3  
 OR0621
 OR0621.Superseded values are not recommended for survey control.
 OR0621
 OR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0621.See file dsdata.pdf to determine how the superseded data were derived.
 OR0621
 OR0621_MARKER: DB = BENCH MARK DISK
 OR0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0621_STAMPING: H 141 RESET 1958
 OR0621_MARK LOGO: CGS
 OR0621_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0621+STABILITY: SURFACE MOTION
 OR0621
 OR0621  HISTORY     - Date     Condition        Report By
 OR0621  HISTORY     - 1958     MONUMENTED       CGS
 OR0621
 OR0621                          STATION DESCRIPTION
 OR0621
 OR0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0621'10 MI N FROM GREGORY.
 OR0621'ABOUT 10.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION
 OR0621'WITH U.S. HIGHWAY 18 AT GREGORY, GREGORY COUNTY, IN THE SOUTHEAST
 OR0621'ANGLE OF CROSSROADS, 128 FEET EAST OF THE CENTERLINE OF THE
 OR0621'HIGHWAY, 30 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 OR0621'2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 OR0621'LINE.  A STANDARD DISK, STAMPED H 141 RESET 1958 AND SET IN THE
 OR0621'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1473 ***********************************************************************
 NM1473  DESIGNATION -  H 143
 NM1473  PID         -  NM1473
 NM1473  STATE/COUNTY-  SD/BON HOMME
 NM1473  COUNTRY     -  US
 NM1473  USGS QUAD   -  KINGSBURG (2017)
 NM1473
 NM1473                         *CURRENT SURVEY CONTROL
 NM1473  ______________________________________________________________________
 NM1473* NAD 83(1986) POSITION- 42 59 13.     (N) 097 59 40.     (W)   SCALED
 NM1473* NAVD 88 ORTHO HEIGHT -   449.618 (meters)     1475.12  (feet) ADJUSTED
 NM1473  ______________________________________________________________________
 NM1473  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 NM1473  DYNAMIC HEIGHT  -        449.471 (meters)     1474.64  (feet) COMP
 NM1473  MODELED GRAVITY -    980,278.9   (mgal)                       NAVD 88
 NM1473
 NM1473  VERT ORDER      -  SECOND    CLASS 0
 NM1473
 NM1473.The horizontal coordinates were scaled from a map and have
 NM1473.an estimated accuracy of +/- 6 seconds.
 NM1473
 NM1473.The orthometric height was determined by differential leveling and
 NM1473.adjusted by the NATIONAL GEODETIC SURVEY
 NM1473.in June 1991.
 NM1473
 NM1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1473.GEOID18 height accuracy estimate available here.
 NM1473
 NM1473.Click photographs - Photos may exist for this station.
 NM1473
 NM1473.The dynamic height is computed by dividing the NAVD 88
 NM1473.geopotential number by the normal gravity value computed on the
 NM1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1473.degrees latitude (g = 980.6199 gals.).
 NM1473
 NM1473.The modeled gravity was interpolated from observed gravity values.
 NM1473
 NM1473;                    North         East    Units  Estimated Accuracy
 NM1473;SPC SD S     -    75,300.      790,720.      MT  (+/- 180 meters Scaled)
 NM1473
 NM1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN819598(NAD 83)
 NM1473
 NM1473                          SUPERSEDED SURVEY CONTROL
 NM1473
 NM1473  NGVD 29 (??/??/92)  449.349  (m)         1474.24   (f) ADJ UNCH    2 0
 NM1473
 NM1473.Superseded values are not recommended for survey control.
 NM1473
 NM1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1473.See file dsdata.pdf to determine how the superseded data were derived.
 NM1473
 NM1473_MARKER: DB = BENCH MARK DISK
 NM1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1473_STAMPING: H 143 1934
 NM1473_MARK LOGO: CGS
 NM1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1473+STABILITY: SURFACE MOTION
 NM1473
 NM1473  HISTORY     - Date     Condition        Report By
 NM1473  HISTORY     - 1934     MONUMENTED       CGS
 NM1473
 NM1473                          STATION DESCRIPTION
 NM1473
 NM1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1473'3.9 MI NE FROM AVON.
 NM1473'3.9 MILES SOUTHEAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM1473'PACIFIC DEPOT AT AVON, 41.7 FEET NORTHEAST OF NORTHEAST RAIL
 NM1473'OF TRACK, 30 FEET SOUTHEAST OF CENTERLINE OF ROAD CROSSING
 NM1473'TRACK, 21 FEET SOUTHEAST OF GATE POST, 4 FEET SOUTH OF FENCE.
 NM1473'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH,
 NM1473'STAMPED H 143 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0465 ***********************************************************************
 OQ0465  DESIGNATION -  H 145
 OQ0465  PID         -  OQ0465
 OQ0465  STATE/COUNTY-  SD/HUTCHINSON
 OQ0465  COUNTRY     -  US
 OQ0465  USGS QUAD   -  KAYLOR (2017)
 OQ0465
 OQ0465                         *CURRENT SURVEY CONTROL
 OQ0465  ______________________________________________________________________
 OQ0465* NAD 83(1986) POSITION- 43 11 32.     (N) 097 51 31.     (W)   SCALED
 OQ0465* NAVD 88 ORTHO HEIGHT -   429.701 (meters)     1409.78  (feet) ADJUSTED
 OQ0465  ______________________________________________________________________
 OQ0465  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 OQ0465  DYNAMIC HEIGHT  -        429.570 (meters)     1409.35  (feet) COMP
 OQ0465  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 OQ0465
 OQ0465  VERT ORDER      -  SECOND    CLASS 0
 OQ0465
 OQ0465.The horizontal coordinates were scaled from a map and have
 OQ0465.an estimated accuracy of +/- 6 seconds.
 OQ0465
 OQ0465.The orthometric height was determined by differential leveling and
 OQ0465.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0465.in June 1991.
 OQ0465
 OQ0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0465.GEOID18 height accuracy estimate available here.
 OQ0465
 OQ0465.Click photographs - Photos may exist for this station.
 OQ0465
 OQ0465.The dynamic height is computed by dividing the NAVD 88
 OQ0465.geopotential number by the normal gravity value computed on the
 OQ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0465.degrees latitude (g = 980.6199 gals.).
 OQ0465
 OQ0465.The modeled gravity was interpolated from observed gravity values.
 OQ0465
 OQ0465;                    North         East    Units  Estimated Accuracy
 OQ0465;SPC SD S     -    98,410.      801,120.      MT  (+/- 180 meters Scaled)
 OQ0465
 OQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN927827(NAD 83)
 OQ0465
 OQ0465                          SUPERSEDED SURVEY CONTROL
 OQ0465
 OQ0465  NGVD 29 (??/??/92)  429.427  (m)         1408.88   (f) ADJ UNCH    2 0
 OQ0465
 OQ0465.Superseded values are not recommended for survey control.
 OQ0465
 OQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0465.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0465
 OQ0465_MARKER: DB = BENCH MARK DISK
 OQ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0465_STAMPING: H 145 1934
 OQ0465_MARK LOGO: CGS
 OQ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0465+STABILITY: SURFACE MOTION
 OQ0465
 OQ0465  HISTORY     - Date     Condition        Report By
 OQ0465  HISTORY     - 1934     MONUMENTED       CGS
 OQ0465  HISTORY     - 1974     GOOD             USGS
 OQ0465
 OQ0465                          STATION DESCRIPTION
 OQ0465
 OQ0465'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0465'1.6 MI NW FROM KAYLOR.
 OQ0465'KAYLOR, 0.5 MILE NORTH, 1.1 MILES WEST OF, T 97 N, R 59 W, IN
 OQ0465'THE NE 1/4 OF SECTION 30, 81 FEET SE OF MILEPOST 610, 167 FEET
 OQ0465'SE OF A FARM ROAD CROSSING 46 FEET SW OF SW RAIL, 2 FEET NE OF
 OQ0465'SOUTH RIGHT OF WAY FENCE, 1 FOOT NW OF A WITNESS POST, IN A
 OQ0465'CONCRETE POST, A STD DISK STAMPED H 145 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0992 ***********************************************************************
 NM0992  DESIGNATION -  H 146
 NM0992  PID         -  NM0992
 NM0992  STATE/COUNTY-  SD/YANKTON
 NM0992  COUNTRY     -  US
 NM0992  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM0992
 NM0992                         *CURRENT SURVEY CONTROL
 NM0992  ______________________________________________________________________
 NM0992* NAD 83(1986) POSITION- 42 52 10.     (N) 097 23 47.     (W)   SCALED
 NM0992* NAVD 88 ORTHO HEIGHT -   368.765 (meters)     1209.86  (feet) ADJUSTED
 NM0992  ______________________________________________________________________
 NM0992  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM0992  DYNAMIC HEIGHT  -        368.661 (meters)     1209.52  (feet) COMP
 NM0992  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 NM0992
 NM0992  VERT ORDER      -  FIRST     CLASS II
 NM0992
 NM0992.The horizontal coordinates were scaled from a map and have
 NM0992.an estimated accuracy of +/- 6 seconds.
 NM0992
 NM0992.The orthometric height was determined by differential leveling and
 NM0992.adjusted by the NATIONAL GEODETIC SURVEY
 NM0992.in June 1991.
 NM0992
 NM0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0992.GEOID18 height accuracy estimate available here.
 NM0992
 NM0992.Click photographs - Photos may exist for this station.
 NM0992
 NM0992.The dynamic height is computed by dividing the NAVD 88
 NM0992.geopotential number by the normal gravity value computed on the
 NM0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0992.degrees latitude (g = 980.6199 gals.).
 NM0992
 NM0992.The modeled gravity was interpolated from observed gravity values.
 NM0992
 NM0992;                    North         East    Units  Estimated Accuracy
 NM0992;SPC SD S     -    63,800.      839,940.      MT  (+/- 180 meters Scaled)
 NM0992
 NM0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN309475(NAD 83)
 NM0992
 NM0992                          SUPERSEDED SURVEY CONTROL
 NM0992
 NM0992  NGVD 29 (??/??/92)  368.564  (m)         1209.20   (f) ADJ UNCH    1 2
 NM0992
 NM0992.Superseded values are not recommended for survey control.
 NM0992
 NM0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0992.See file dsdata.pdf to determine how the superseded data were derived.
 NM0992
 NM0992_MARKER: DB = BENCH MARK DISK
 NM0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0992_STAMPING: H 146 1934
 NM0992_MARK LOGO: CGS
 NM0992_PROJECTION: FLUSH
 NM0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0992+STABILITY: SURFACE MOTION
 NM0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0992+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0992
 NM0992  HISTORY     - Date     Condition        Report By
 NM0992  HISTORY     - 1934     MONUMENTED       CGS
 NM0992  HISTORY     - 1949     GOOD             CGS
 NM0992  HISTORY     - 19930908 GOOD             NGS
 NM0992  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM0992
 NM0992                          STATION DESCRIPTION
 NM0992
 NM0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0992'AT YANKTON.
 NM0992'AT YANKTON, AT THE NORTHWEST CORNER OF THE YANKTON COUNTY
 NM0992'COURTHOUSE LAWN, 63 FEET EAST OF THE CENTER LINE OF BROADWAY
 NM0992'AVENUE, 44 FEET SOUTH OF THE CENTER LINE OF THIRD STREET, 43 FEET
 NM0992'NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 4.5 FEET
 NM0992'NORTHWEST OF THE YANKTON STOCKADE HISTORICAL MARKER, 1.2 FEET
 NM0992'ABOVE THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST
 NM0992'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0992
 NM0992                          STATION RECOVERY (1993)
 NM0992
 NM0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0992'IN YANKTON, AT THE INTERSECTION OF WEST 3RD STREET AND BROADWAY, 23.6
 NM0992'M (77.4 FT) WEST OF A FLAG POLE AT THE NORTH ENTRANCE TO THE
 NM0992'COURTHOUSE, 11.0 M (36.1 FT) SOUTH OF THE STREET CENTERLINE, 10.0 M
 NM0992'(32.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF BROADWAY,
 NM0992'1.4 M (4.6 FT) NORTHWEST OF THE NORTHWEST FACE OF A YANKTON STOCKADE
 NM0992'MONUMENT, 0.5 M (1.6 FT) ABOVE THE LEVEL OF BROADWAY, AND THE
 NM0992'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM0992
 NM0992                          STATION RECOVERY (2012)
 NM0992
 NM0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0992'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0372 ***********************************************************************
 OQ0372  DESIGNATION -  H 147
 OQ0372  PID         -  OQ0372
 OQ0372  STATE/COUNTY-  SD/MCCOOK
 OQ0372  COUNTRY     -  US
 OQ0372  USGS QUAD   -  SALEM NE (2017)
 OQ0372
 OQ0372                         *CURRENT SURVEY CONTROL
 OQ0372  ______________________________________________________________________
 OQ0372* NAD 83(1986) POSITION- 43 40 10.     (N) 097 20 50.     (W)   SCALED
 OQ0372* NAVD 88 ORTHO HEIGHT -   462.897 (meters)     1518.69  (feet) ADJUSTED
 OQ0372  ______________________________________________________________________
 OQ0372  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 OQ0372  DYNAMIC HEIGHT  -        462.780 (meters)     1518.30  (feet) COMP
 OQ0372  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 OQ0372
 OQ0372  VERT ORDER      -  SECOND    CLASS 0
 OQ0372
 OQ0372.The horizontal coordinates were scaled from a map and have
 OQ0372.an estimated accuracy of +/- 6 seconds.
 OQ0372
 OQ0372.The orthometric height was determined by differential leveling and
 OQ0372.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0372.in June 1991.
 OQ0372
 OQ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0372.GEOID18 height accuracy estimate available here.
 OQ0372
 OQ0372.Click photographs - Photos may exist for this station.
 OQ0372
 OQ0372.The dynamic height is computed by dividing the NAVD 88
 OQ0372.geopotential number by the normal gravity value computed on the
 OQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0372.degrees latitude (g = 980.6199 gals.).
 OQ0372
 OQ0372.The modeled gravity was interpolated from observed gravity values.
 OQ0372
 OQ0372;                    North         East    Units  Estimated Accuracy
 OQ0372;SPC SD S     -   152,760.      840,760.      MT  (+/- 180 meters Scaled)
 OQ0372
 OQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP332364(NAD 83)
 OQ0372
 OQ0372                          SUPERSEDED SURVEY CONTROL
 OQ0372
 OQ0372  NGVD 29 (??/??/92)  462.608  (m)         1517.74   (f) ADJ UNCH    2 0
 OQ0372
 OQ0372.Superseded values are not recommended for survey control.
 OQ0372
 OQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0372.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0372
 OQ0372_MARKER: DB = BENCH MARK DISK
 OQ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0372_STAMPING: H 147 1934
 OQ0372_MARK LOGO: CGS
 OQ0372_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0372+STABILITY: SURFACE MOTION
 OQ0372
 OQ0372  HISTORY     - Date     Condition        Report By
 OQ0372  HISTORY     - 1934     MONUMENTED       CGS
 OQ0372  HISTORY     - 19910606 MARK NOT FOUND   NGS
 OQ0372
 OQ0372                          STATION DESCRIPTION
 OQ0372
 OQ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0372'4.4 MI SE FROM SALEM.
 OQ0372'4.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0372'FROM THE STATION AT SALEM, MC COOK COUNTY, 114 FEET EAST OF A
 OQ0372'SECTION-LINE ROAD CROSSING, 47 FEET NORTHEAST OF THE NORTHEAST
 OQ0372'RAIL, AND 1.6 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 OQ0372'STANDARD DISK, STAMPED H 147 1934 AND SET IN THE TOP OF A
 OQ0372'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OQ0372
 OQ0372                          STATION RECOVERY (1991)
 OQ0372
 OQ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0372'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE RAILROAD
 OQ0372'TRACKS HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0184 ***********************************************************************
 OQ0184  DESIGNATION -  H 148
 OQ0184  PID         -  OQ0184
 OQ0184  STATE/COUNTY-  SD/TURNER
 OQ0184  COUNTRY     -  US
 OQ0184  USGS QUAD   -  BERESFORD NW (2017)
 OQ0184
 OQ0184                         *CURRENT SURVEY CONTROL
 OQ0184  ______________________________________________________________________
 OQ0184* NAD 83(1986) POSITION- 43 09 39.     (N) 096 59 50.     (W)   SCALED
 OQ0184* NAVD 88 ORTHO HEIGHT -   382.982 (meters)     1256.50  (feet) ADJUSTED
 OQ0184  ______________________________________________________________________
 OQ0184  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 OQ0184  DYNAMIC HEIGHT  -        382.872 (meters)     1256.14  (feet) COMP
 OQ0184  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 OQ0184
 OQ0184  VERT ORDER      -  SECOND    CLASS 0
 OQ0184
 OQ0184.The horizontal coordinates were scaled from a map and have
 OQ0184.an estimated accuracy of +/- 6 seconds.
 OQ0184
 OQ0184.The orthometric height was determined by differential leveling and
 OQ0184.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0184.in June 1991.
 OQ0184
 OQ0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0184.GEOID18 height accuracy estimate available here.
 OQ0184
 OQ0184.Click photographs - Photos may exist for this station.
 OQ0184
 OQ0184.The dynamic height is computed by dividing the NAVD 88
 OQ0184.geopotential number by the normal gravity value computed on the
 OQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0184.degrees latitude (g = 980.6199 gals.).
 OQ0184
 OQ0184.The modeled gravity was interpolated from observed gravity values.
 OQ0184
 OQ0184;                    North         East    Units  Estimated Accuracy
 OQ0184;SPC SD S     -    97,380.      871,230.      MT  (+/- 180 meters Scaled)
 OQ0184
 OQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN628806(NAD 83)
 OQ0184
 OQ0184                          SUPERSEDED SURVEY CONTROL
 OQ0184
 OQ0184  NGVD 29 (??/??/92)  382.760  (m)         1255.77   (f) ADJ UNCH    2 0
 OQ0184
 OQ0184.Superseded values are not recommended for survey control.
 OQ0184
 OQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0184.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0184
 OQ0184_MARKER: DB = BENCH MARK DISK
 OQ0184_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0184_STAMPING: H 148 1934
 OQ0184_MARK LOGO: CGS
 OQ0184_PROJECTION: PROJECTING 13 CENTIMETERS
 OQ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0184
 OQ0184  HISTORY     - Date     Condition        Report By
 OQ0184  HISTORY     - 1934     MONUMENTED       CGS
 OQ0184
 OQ0184                          STATION DESCRIPTION
 OQ0184
 OQ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0184'2.8 MI SE FROM HOOKER.
 OQ0184'2.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0184'FROM THE STATION AT HOOKER, TURNER COUNTY, 0.1 MILE NORTHWEST
 OQ0184'OF MILEPOST 31, 108 FEET SOUTHEAST OF THE CROSSING OF AN EAST
 OQ0184'AND WEST FARM ROAD, 94 FEET SOUTHEAST OF THE CENTER OF A FARM
 OQ0184'GATE, 45.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.2
 OQ0184'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 OQ0184'STAMPED H 148 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0184'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0392 ***********************************************************************
 OQ0392  DESIGNATION -  H 149
 OQ0392  PID         -  OQ0392
 OQ0392  STATE/COUNTY-  SD/HUTCHINSON
 OQ0392  COUNTRY     -  US
 OQ0392  USGS QUAD   -  FREEMAN (2017)
 OQ0392
 OQ0392                         *CURRENT SURVEY CONTROL
 OQ0392  ______________________________________________________________________
 OQ0392* NAD 83(1986) POSITION- 43 22 08.     (N) 097 24 01.     (W)   SCALED
 OQ0392* NAVD 88 ORTHO HEIGHT -   452.822 (meters)     1485.63  (feet) ADJUSTED
 OQ0392  ______________________________________________________________________
 OQ0392  GEOID HEIGHT    -        -26.015 (meters)                     GEOID18
 OQ0392  DYNAMIC HEIGHT  -        452.698 (meters)     1485.23  (feet) COMP
 OQ0392  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 OQ0392
 OQ0392  VERT ORDER      -  SECOND    CLASS 0
 OQ0392
 OQ0392.The horizontal coordinates were scaled from a map and have
 OQ0392.an estimated accuracy of +/- 6 seconds.
 OQ0392
 OQ0392.The orthometric height was determined by differential leveling and
 OQ0392.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0392.in June 1991.
 OQ0392
 OQ0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0392.GEOID18 height accuracy estimate available here.
 OQ0392
 OQ0392.Click photographs - Photos may exist for this station.
 OQ0392
 OQ0392.The dynamic height is computed by dividing the NAVD 88
 OQ0392.geopotential number by the normal gravity value computed on the
 OQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0392.degrees latitude (g = 980.6199 gals.).
 OQ0392
 OQ0392.The modeled gravity was interpolated from observed gravity values.
 OQ0392
 OQ0392;                    North         East    Units  Estimated Accuracy
 OQ0392;SPC SD S     -   119,240.      837,660.      MT  (+/- 180 meters Scaled)
 OQ0392
 OQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP296030(NAD 83)
 OQ0392
 OQ0392                          SUPERSEDED SURVEY CONTROL
 OQ0392
 OQ0392  NGVD 29 (??/??/92)  452.55   (m)         1484.7    (f) COMPUTED    2 0
 OQ0392
 OQ0392.Superseded values are not recommended for survey control.
 OQ0392
 OQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0392.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0392
 OQ0392_MARKER: DB = BENCH MARK DISK
 OQ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0392_STAMPING: H 149 1934
 OQ0392_MARK LOGO: CGS
 OQ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0392+STABILITY: SURFACE MOTION
 OQ0392
 OQ0392  HISTORY     - Date     Condition        Report By
 OQ0392  HISTORY     - 1934     MONUMENTED       CGS
 OQ0392
 OQ0392                          STATION DESCRIPTION
 OQ0392
 OQ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0392'2 MI NE FROM FREEMAN.
 OQ0392'LOCATED 2 MILES NORTHEAST OF THE RWY. STATION AT FREEMAN, ALONG
 OQ0392'THE C.M. ST. P. AND P.R.R., 155 YDS. SOUTHWEST OF A WOODEN TRESTLE,
 OQ0392'31 YDS. NORTHEAST OF A FENCE CORNER, 94.8 FT. NORTHWEST OF NORTHWEST
 OQ0392'RAIL OF TRACK, 1 FT. SOUTHEAST OF R/W FENCE.  STANDARD TABLET
 OQ0392'SET IN TOP OF CONCRETE POST 6 IN HIGH.  STAMPED H-149--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0022 ***********************************************************************
 PT0022  DESIGNATION -  H 15
 PT0022  PID         -  PT0022
 PT0022  STATE/COUNTY-  SD/POTTER
 PT0022  COUNTRY     -  US
 PT0022  USGS QUAD   -  AGAR NE (2017)
 PT0022
 PT0022                         *CURRENT SURVEY CONTROL
 PT0022  ______________________________________________________________________
 PT0022* NAD 83(1986) POSITION- 44 58 33.     (N) 100 01 05.     (W)   SCALED
 PT0022* NAVD 88 ORTHO HEIGHT -   614.943 (meters)     2017.53  (feet) ADJUSTED
 PT0022  ______________________________________________________________________
 PT0022  GEOID HEIGHT    -        -22.605 (meters)                     GEOID18
 PT0022  DYNAMIC HEIGHT  -        614.847 (meters)     2017.21  (feet) COMP
 PT0022  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 PT0022
 PT0022  VERT ORDER      -  FIRST     CLASS II
 PT0022
 PT0022.The horizontal coordinates were scaled from a map and have
 PT0022.an estimated accuracy of +/- 6 seconds.
 PT0022
 PT0022.The orthometric height was determined by differential leveling and
 PT0022.adjusted by the NATIONAL GEODETIC SURVEY
 PT0022.in June 1991.
 PT0022
 PT0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0022.GEOID18 height accuracy estimate available here.
 PT0022
 PT0022.Click photographs - Photos may exist for this station.
 PT0022
 PT0022.The dynamic height is computed by dividing the NAVD 88
 PT0022.geopotential number by the normal gravity value computed on the
 PT0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0022.degrees latitude (g = 980.6199 gals.).
 PT0022
 PT0022.The modeled gravity was interpolated from observed gravity values.
 PT0022
 PT0022;                    North         East    Units  Estimated Accuracy
 PT0022;SPC SD N     -   126,960.      598,580.      MT  (+/- 180 meters Scaled)
 PT0022
 PT0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ197807(NAD 83)
 PT0022
 PT0022                          SUPERSEDED SURVEY CONTROL
 PT0022
 PT0022  NGVD 29 (??/??/92)  614.567  (m)         2016.29   (f) ADJ UNCH    1 2
 PT0022
 PT0022.Superseded values are not recommended for survey control.
 PT0022
 PT0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0022.See file dsdata.pdf to determine how the superseded data were derived.
 PT0022
 PT0022_MARKER: DB = BENCH MARK DISK
 PT0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0022_STAMPING: 2016.292 H 15 1926
 PT0022_MARK LOGO: CGS
 PT0022_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0022+STABILITY: SURFACE MOTION
 PT0022
 PT0022  HISTORY     - Date     Condition        Report By
 PT0022  HISTORY     - 1926     MONUMENTED       CGS
 PT0022  HISTORY     - 1934     GOOD             CGS
 PT0022
 PT0022                          STATION DESCRIPTION
 PT0022
 PT0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0022'4 MI SW FROM GETTYSBURG.
 PT0022'4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0022'FROM GETTYSBURG, POTTER COUNTY, ABOUT 175 YARDS NORTHEAST OF
 PT0022'CULVERT D 609, 46 FEET NORTHWEST OF THE CENTER LINE OF THE
 PT0022'TRACK, 40 FEET NORTH OF A WHISTLE POST, 5 FEET SOUTHEAST OF
 PT0022'THE NORTHWEST RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE
 PT0022'TRACK.  A STANDARD DISK, STAMPED 2016.292 H 15 1926 AND SET
 PT0022'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 PT0022'GROUND.
 PT0022
 PT0022                          STATION RECOVERY (1934)
 PT0022
 PT0022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1356 ***********************************************************************
 NM1356  DESIGNATION -  H 150
 NM1356  PID         -  NM1356
 NM1356  STATE/COUNTY-  SD/BON HOMME
 NM1356  COUNTRY     -  US
 NM1356  USGS QUAD   -  SPRINGFIELD (2017)
 NM1356
 NM1356                         *CURRENT SURVEY CONTROL
 NM1356  ______________________________________________________________________
 NM1356* NAD 83(1986) POSITION- 42 50 41.13   (N) 097 55 16.97   (W)   HD_HELD1
 NM1356* NAVD 88 ORTHO HEIGHT -   372.296 (meters)     1221.44  (feet) ADJUSTED
 NM1356  ______________________________________________________________________
 NM1356  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 NM1356  DYNAMIC HEIGHT  -        372.173 (meters)     1221.04  (feet) COMP
 NM1356  MODELED GRAVITY -    980,279.3   (mgal)                       NAVD 88
 NM1356
 NM1356  VERT ORDER      -  SECOND    CLASS 0
 NM1356
 NM1356.The horizontal coordinates were determined by differentially corrected
 NM1356.hand held GPS observations or other comparable positioning techniques
 NM1356.and have an estimated accuracy of +/- 3 meters.
 NM1356
 NM1356.The orthometric height was determined by differential leveling and
 NM1356.adjusted by the NATIONAL GEODETIC SURVEY
 NM1356.in June 1991.
 NM1356
 NM1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1356.GEOID18 height accuracy estimate available here.
 NM1356
 NM1356.Click photographs - Photos may exist for this station.
 NM1356
 NM1356.The dynamic height is computed by dividing the NAVD 88
 NM1356.geopotential number by the normal gravity value computed on the
 NM1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1356.degrees latitude (g = 980.6199 gals.).
 NM1356
 NM1356.The modeled gravity was interpolated from observed gravity values.
 NM1356
 NM1356;                    North         East    Units  Estimated Accuracy
 NM1356;SPC SD S     -    59,678.2     797,139.1     MT  (+/- 3 meters HH1 GPS) 
 NM1356
 NM1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8813744139(NAD 83)
 NM1356
 NM1356                          SUPERSEDED SURVEY CONTROL
 NM1356
 NM1356  NGVD 29 (??/??/92)  372.072  (m)         1220.71   (f) ADJ UNCH    2 0
 NM1356
 NM1356.Superseded values are not recommended for survey control.
 NM1356
 NM1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1356.See file dsdata.pdf to determine how the superseded data were derived.
 NM1356
 NM1356_MARKER: DB = BENCH MARK DISK
 NM1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1356_STAMPING: H 150 1934
 NM1356_MARK LOGO: CGS
 NM1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1356+STABILITY: SURFACE MOTION
 NM1356
 NM1356  HISTORY     - Date     Condition        Report By
 NM1356  HISTORY     - 1934     MONUMENTED       CGS
 NM1356  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1356
 NM1356                          STATION DESCRIPTION
 NM1356
 NM1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1356'AT SPRINGFIELD.
 NM1356'132.5 FT. SOUTHWEST OF EAST END OF THE SPRINGFIELD RWY. STATION,
 NM1356'114 FT. SOUTHWEST OF SOUTHWEST RAIL OF MAINLINE TRACK, 165
 NM1356'YARDS NORTH OF A CONCRETE BRIDGE ON HIGHWAY, 33 FT. NORTHEAST
 NM1356'OF CENTERLINE STATE HY. 37, 2 FT. SOUTHWEST OF FENCE CORNER.
 NM1356'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 IN HIGH, STAMPED
 NM1356'H 150 1934.
 NM1356
 NM1356                          STATION RECOVERY (1974)
 NM1356
 NM1356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0277 ***********************************************************************
 OQ0277  DESIGNATION -  H 152
 OQ0277  PID         -  OQ0277
 OQ0277  STATE/COUNTY-  SD/MINNEHAHA
 OQ0277  COUNTRY     -  US
 OQ0277  USGS QUAD   -  BRANDON (2017)
 OQ0277
 OQ0277                         *CURRENT SURVEY CONTROL
 OQ0277  ______________________________________________________________________
 OQ0277* NAD 83(1986) POSITION- 43 34 52.     (N) 096 33 01.     (W)   SCALED
 OQ0277* NAVD 88 ORTHO HEIGHT -   412.012 (meters)     1351.74  (feet) ADJUSTED
 OQ0277  ______________________________________________________________________
 OQ0277  GEOID HEIGHT    -        -26.396 (meters)                     GEOID18
 OQ0277  DYNAMIC HEIGHT  -        411.908 (meters)     1351.40  (feet) COMP
 OQ0277  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 OQ0277
 OQ0277  VERT ORDER      -  SECOND    CLASS 0
 OQ0277
 OQ0277.The horizontal coordinates were scaled from a map and have
 OQ0277.an estimated accuracy of +/- 6 seconds.
 OQ0277
 OQ0277.The orthometric height was determined by differential leveling and
 OQ0277.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0277.in June 1991.
 OQ0277
 OQ0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0277.GEOID18 height accuracy estimate available here.
 OQ0277
 OQ0277.Click photographs - Photos may exist for this station.
 OQ0277
 OQ0277.The dynamic height is computed by dividing the NAVD 88
 OQ0277.geopotential number by the normal gravity value computed on the
 OQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0277.degrees latitude (g = 980.6199 gals.).
 OQ0277
 OQ0277.The modeled gravity was interpolated from observed gravity values.
 OQ0277
 OQ0277;                    North         East    Units  Estimated Accuracy
 OQ0277;SPC SD S     -   145,570.      905,420.      MT  (+/- 180 meters Scaled)
 OQ0277
 OQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP977282(NAD 83)
 OQ0277
 OQ0277                          SUPERSEDED SURVEY CONTROL
 OQ0277
 OQ0277  NGVD 29 (??/??/92)  411.771  (m)         1350.95   (f) ADJ UNCH    2 0
 OQ0277
 OQ0277.Superseded values are not recommended for survey control.
 OQ0277
 OQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0277.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0277
 OQ0277_MARKER: DB = BENCH MARK DISK
 OQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0277_STAMPING: H 152 1934
 OQ0277_MARK LOGO: CGS
 OQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0277+STABILITY: SURFACE MOTION
 OQ0277
 OQ0277  HISTORY     - Date     Condition        Report By
 OQ0277  HISTORY     - 1934     MONUMENTED       CGS
 OQ0277  HISTORY     - 1966     GOOD             MNHD
 OQ0277
 OQ0277                          STATION DESCRIPTION
 OQ0277
 OQ0277'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0277'4.2 MI W FROM VALLEY SPRINGS.
 OQ0277'4.2 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS OMAHA
 OQ0277'RAILWAY FROM THE STATION AT VALLEY SPRINGS, MINNEHAHA COUNTY, 100
 OQ0277'YARDS SOUTHEAST OF THE TWENTIETH POLE WEST OF MILEPOST 47, 44.9
 OQ0277'FEET SOUTH OF THE SOUTH RAIL, 55 FEET EAST OF A NORTH-AND-SOUTH
 OQ0277'FENCE CONNECTING THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF
 OQ0277'RIGHT-OF-WAY FENCE (MISSING IN IMMEDIATE AREA) AND 1.0 FOOT NORTH
 OQ0277'OF STEEL WITNESS POST.  A STANDARD DISK STAMPED H 152 1934 AND
 OQ0277'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OQ0277'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0227 ***********************************************************************
 QR0227  DESIGNATION -  H 16
 QR0227  PID         -  QR0227
 QR0227  STATE/COUNTY-  SD/FAULK
 QR0227  COUNTRY     -  US
 QR0227  USGS QUAD   -  FAULKTON WEST (2017)
 QR0227
 QR0227                         *CURRENT SURVEY CONTROL
 QR0227  ______________________________________________________________________
 QR0227* NAD 83(1986) POSITION- 45 01 58.     (N) 099 08 45.     (W)   SCALED
 QR0227* NAVD 88 ORTHO HEIGHT -   485.904 (meters)     1594.17  (feet) ADJUSTED
 QR0227  ______________________________________________________________________
 QR0227  GEOID HEIGHT    -        -23.594 (meters)                     GEOID18
 QR0227  DYNAMIC HEIGHT  -        485.838 (meters)     1593.95  (feet) COMP
 QR0227  MODELED GRAVITY -    980,466.8   (mgal)                       NAVD 88
 QR0227
 QR0227  VERT ORDER      -  FIRST     CLASS II
 QR0227
 QR0227.The horizontal coordinates were scaled from a map and have
 QR0227.an estimated accuracy of +/- 6 seconds.
 QR0227
 QR0227.The orthometric height was determined by differential leveling and
 QR0227.adjusted by the NATIONAL GEODETIC SURVEY
 QR0227.in June 1991.
 QR0227
 QR0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0227.GEOID18 height accuracy estimate available here.
 QR0227
 QR0227.Click photographs - Photos may exist for this station.
 QR0227
 QR0227.The dynamic height is computed by dividing the NAVD 88
 QR0227.geopotential number by the normal gravity value computed on the
 QR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0227.degrees latitude (g = 980.6199 gals.).
 QR0227
 QR0227.The modeled gravity was interpolated from observed gravity values.
 QR0227
 QR0227;                    North         East    Units  Estimated Accuracy
 QR0227;SPC SD N     -   133,640.      667,310.      MT  (+/- 180 meters Scaled)
 QR0227
 QR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ885866(NAD 83)
 QR0227
 QR0227                          SUPERSEDED SURVEY CONTROL
 QR0227
 QR0227  NGVD 29 (??/??/92)  485.551  (m)         1593.01   (f) ADJ UNCH    1 2
 QR0227
 QR0227.Superseded values are not recommended for survey control.
 QR0227
 QR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0227.See file dsdata.pdf to determine how the superseded data were derived.
 QR0227
 QR0227_MARKER: DB = BENCH MARK DISK
 QR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0227_STAMPING: 1593.012 H 16 1926
 QR0227_MARK LOGO: CGS
 QR0227_PROJECTION: RECESSED 5 CENTIMETERS
 QR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0227+STABILITY: SURFACE MOTION
 QR0227
 QR0227  HISTORY     - Date     Condition        Report By
 QR0227  HISTORY     - 1926     MONUMENTED       CGS
 QR0227  HISTORY     - 1973     GOOD             NGS
 QR0227
 QR0227                          STATION DESCRIPTION
 QR0227
 QR0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0227'1 MI W FROM FAULKTON.
 QR0227'ABOUT 1 MILE WEST ALONG THE ABANDONED CHICAGO AND NORTHWESTERN
 QR0227'RAILWAY FROM THE STATION AT FAULKTON, ABOUT 0.5 MILE SOUTH OF A
 QR0227'CONCRETE BRIDGE ON U.S. HIGHWAY 212, 0.5 MILE NORTH ALONG A
 QR0227'POWER LINE FROM A GRAVELED COUNTY ROAD, 522 FEET NORTHWEST
 QR0227'ALONG THE NORTH RIGHT-OF-WAY FENCE FROM THE POWER LINES (MEASURED
 QR0227'FROM POINT BETWEEN 2 POWER POLES WHICH EACH HAVE 3 GUY WIRES),
 QR0227'545 FEET NORTHWEST ALONG NORTH R.O.W. FENCE FROM A CORNER FENCE
 QR0227'POST AT THE EAST END OF A STEEL GATE, 166 FEET NORTHEAST OF
 QR0227'A RAILWAY SIGN WITH AN S, 7.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 QR0227'FENCE AND METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 QR0227'MONUMENT 2-INCHES BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0322 ***********************************************************************
 PV0322  DESIGNATION -  H 176
 PV0322  PID         -  PV0322
 PV0322  STATE/COUNTY-  SD/BUTTE
 PV0322  COUNTRY     -  US
 PV0322  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0322
 PV0322                         *CURRENT SURVEY CONTROL
 PV0322  ______________________________________________________________________
 PV0322* NAD 83(1986) POSITION- 44 47 05.     (N) 104 00 43.     (W)   SCALED
 PV0322* NAVD 88 ORTHO HEIGHT -   978.550 (meters)     3210.46  (feet) ADJUSTED
 PV0322  ______________________________________________________________________
 PV0322  GEOID HEIGHT    -        -15.198 (meters)                     GEOID18
 PV0322  DYNAMIC HEIGHT  -        978.287 (meters)     3209.60  (feet) COMP
 PV0322  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 PV0322
 PV0322  VERT ORDER      -  SECOND    CLASS 0
 PV0322
 PV0322.The horizontal coordinates were scaled from a map and have
 PV0322.an estimated accuracy of +/- 6 seconds.
 PV0322
 PV0322.The orthometric height was determined by differential leveling and
 PV0322.adjusted by the NATIONAL GEODETIC SURVEY
 PV0322.in June 1991.
 PV0322
 PV0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0322.GEOID18 height accuracy estimate available here.
 PV0322
 PV0322.Click photographs - Photos may exist for this station.
 PV0322
 PV0322.The dynamic height is computed by dividing the NAVD 88
 PV0322.geopotential number by the normal gravity value computed on the
 PV0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0322.degrees latitude (g = 980.6199 gals.).
 PV0322
 PV0322.The modeled gravity was interpolated from observed gravity values.
 PV0322
 PV0322;                    North         East    Units  Estimated Accuracy
 PV0322;SPC SD N     -   113,590.      282,630.      MT  (+/- 180 meters Scaled)
 PV0322
 PV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK781595(NAD 83)
 PV0322
 PV0322                          SUPERSEDED SURVEY CONTROL
 PV0322
 PV0322  NGVD 29 (??/??/92)  978.063  (m)         3208.86   (f) ADJ UNCH    2 0
 PV0322
 PV0322.Superseded values are not recommended for survey control.
 PV0322
 PV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0322.See file dsdata.pdf to determine how the superseded data were derived.
 PV0322
 PV0322_MARKER: DB = BENCH MARK DISK
 PV0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0322_STAMPING: H 176 1934
 PV0322_MARK LOGO: CGS
 PV0322_PROJECTION: PROJECTING 12 CENTIMETERS
 PV0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0322+STABILITY: SURFACE MOTION
 PV0322
 PV0322  HISTORY     - Date     Condition        Report By
 PV0322  HISTORY     - 1934     MONUMENTED       CGS
 PV0322  HISTORY     - 1962     GOOD             CGS
 PV0322
 PV0322                          STATION DESCRIPTION
 PV0322
 PV0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0322'10.3 MI NW FROM BELLE FOURCHE.
 PV0322'10.3 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PV0322'WITH U.S. HIGHWAY 85 IN BELLE FOURCHE, 4 POLES NORTHWEST AND
 PV0322'ACROSS THE HIGHWAY FROM MILEPOST NO 165, 41 FEET NORTHEAST OF
 PV0322'THE CENTERLINE OF THE HIGHWAY, 21.5 FEET SOUTHWEST OF A FENCE
 PV0322'LINE, 60 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET LOWER THAN
 PV0322'THE HIGHWAY, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 OF A
 PV0322'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9022 ***********************************************************************
 AD9022  DESIGNATION -  H 176 RESET
 AD9022  PID         -  AD9022
 AD9022  STATE/COUNTY-  SD/BUTTE
 AD9022  COUNTRY     -  US
 AD9022  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD9022
 AD9022                         *CURRENT SURVEY CONTROL
 AD9022  ______________________________________________________________________
 AD9022* NAD 83(1986) POSITION- 44 47 02.     (N) 104 00 44.     (W)   SCALED
 AD9022* NAVD 88 ORTHO HEIGHT -   979.165 (meters)     3212.48  (feet) ADJUSTED
 AD9022  ______________________________________________________________________
 AD9022  GEOID HEIGHT    -        -15.196 (meters)                     GEOID18
 AD9022  DYNAMIC HEIGHT  -        978.902 (meters)     3211.61  (feet) COMP
 AD9022  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 AD9022
 AD9022  VERT ORDER      -  FIRST     CLASS II
 AD9022
 AD9022.The horizontal coordinates were scaled from a map and have
 AD9022.an estimated accuracy of +/- 6 seconds.
 AD9022
 AD9022.The orthometric height was determined by differential leveling and
 AD9022.adjusted by the NATIONAL GEODETIC SURVEY
 AD9022.in July 1998.
 AD9022
 AD9022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9022.GEOID18 height accuracy estimate available here.
 AD9022
 AD9022.Click photographs - Photos may exist for this station.
 AD9022
 AD9022.The dynamic height is computed by dividing the NAVD 88
 AD9022.geopotential number by the normal gravity value computed on the
 AD9022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9022.degrees latitude (g = 980.6199 gals.).
 AD9022
 AD9022.The modeled gravity was interpolated from observed gravity values.
 AD9022
 AD9022;                    North         East    Units  Estimated Accuracy
 AD9022;SPC SD N     -   113,490.      282,610.      MT  (+/- 180 meters Scaled)
 AD9022
 AD9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK781594(NAD 83)
 AD9022
 AD9022                          SUPERSEDED SURVEY CONTROL
 AD9022
 AD9022.No superseded survey control is available for this station.
 AD9022
 AD9022_MARKER: DV = VERTICAL CONTROL DISK
 AD9022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9022_STAMPING: H 176 RESET 1978
 AD9022_MARK LOGO: NGS
 AD9022_PROJECTION: PROJECTING 10 CENTIMETERS
 AD9022_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9022+STABILITY: SURFACE MOTION
 AD9022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9022+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9022
 AD9022  HISTORY     - Date     Condition        Report By
 AD9022  HISTORY     - 1978     MONUMENTED       NGS
 AD9022  HISTORY     - 19950930 GOOD             NGS
 AD9022
 AD9022                          STATION DESCRIPTION
 AD9022
 AD9022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9022'17.0 KM (10.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9022'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 212.0 M (695.5 FT)
 AD9022'NORTHWEST OF MILEPOST 3, 28.6 M (93.8 FT) SOUTHWEST OF THE HIGHWAY
 AD9022'CENTERLINE, 4.5 M (14.8 FT) SOUTHWEST OF THE NEAR RAIL OF THE DAKOTA
 AD9022'MINNESOTA EASTERN RAILROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AD9022'HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT)
 AD9022'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AD9022'ABOVE THE GROUND SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO SURFACE
 AD9022'MOTION.  VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING AND
 AD9022'SWELLING OF A SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE
 AD9022'CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0562 ***********************************************************************
 OT0562  DESIGNATION -  H 178
 OT0562  PID         -  OT0562
 OT0562  STATE/COUNTY-  SD/CUSTER
 OT0562  COUNTRY     -  US
 OT0562  USGS QUAD   -  CICERO PEAK (2017)
 OT0562
 OT0562                         *CURRENT SURVEY CONTROL
 OT0562  ______________________________________________________________________
 OT0562* NAD 83(1986) POSITION- 43 42 11.40   (N) 103 36 32.60   (W)   HD_HELD1
 OT0562* NAVD 88 ORTHO HEIGHT -  1620.825 (meters)     5317.66  (feet) ADJUSTED
 OT0562  ______________________________________________________________________
 OT0562  GEOID HEIGHT    -        -13.871 (meters)                     GEOID18
 OT0562  DYNAMIC HEIGHT  -       1620.083 (meters)     5315.22  (feet) COMP
 OT0562  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 OT0562
 OT0562  VERT ORDER      -  FIRST     CLASS II
 OT0562
 OT0562.The horizontal coordinates were determined by differentially corrected
 OT0562.hand held GPS observations or other comparable positioning techniques
 OT0562.and have an estimated accuracy of +/- 3 meters.
 OT0562
 OT0562.The orthometric height was determined by differential leveling and
 OT0562.adjusted by the NATIONAL GEODETIC SURVEY
 OT0562.in October 1997.
 OT0562
 OT0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0562.GEOID18 height accuracy estimate available here.
 OT0562
 OT0562.Click photographs - Photos may exist for this station.
 OT0562
 OT0562.The dynamic height is computed by dividing the NAVD 88
 OT0562.geopotential number by the normal gravity value computed on the
 OT0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0562.degrees latitude (g = 980.6199 gals.).
 OT0562
 OT0562.The modeled gravity was interpolated from observed gravity values.
 OT0562
 OT0562;                    North         East    Units  Estimated Accuracy
 OT0562;SPC SD S     -   157,382.5     336,053.2     MT  (+/- 3 meters HH1 GPS) 
 OT0562
 OT0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1207239845(NAD 83)
 OT0562
 OT0562                          SUPERSEDED SURVEY CONTROL
 OT0562
 OT0562  NAVD 88 (06/15/91) 1620.790  (m)         5317.54   (f) SUPERSEDED  1 2
 OT0562  NGVD 29 (??/??/92) 1620.169  (m)         5315.50   (f) ADJ UNCH    1 2
 OT0562
 OT0562.Superseded values are not recommended for survey control.
 OT0562
 OT0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0562.See file dsdata.pdf to determine how the superseded data were derived.
 OT0562
 OT0562_MARKER: DB = BENCH MARK DISK
 OT0562_SETTING: 66 = SET IN ROCK OUTCROP
 OT0562_STAMPING: H 178 1934
 OT0562_MARK LOGO: CGS
 OT0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0562+STABILITY: POSITION/ELEVATION WELL
 OT0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0562+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 OT0562
 OT0562  HISTORY     - Date     Condition        Report By
 OT0562  HISTORY     - 1934     MONUMENTED       CGS
 OT0562  HISTORY     - 19950411 GOOD             NGS
 OT0562
 OT0562                          STATION DESCRIPTION
 OT0562
 OT0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0562'5 MI S FROM CUSTER.
 OT0562'5.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0562'FROM THE STATION AT CUSTER, CUSTER COUNTY, ABOUT 0.4 MILE NORTH
 OT0562'OF MILEPOST 39, ABOUT 10 RAILS NORTH OF THE CENTER OF BRIDGE
 OT0562'39.36, 9.0 FEET WEST OF THE WEST RAIL, ABOUT 1 1/2 FEET HIGHER
 OT0562'THAN THE TRACK, AND IN THE TOP OF A GRANITE OUTCROP WHICH IS
 OT0562'ABOUT 30 FEET SOUTH OF A LARGER ROCK OUTCROP.  A STANDARD DISK,
 OT0562'STAMPED H 178 1934.
 OT0562
 OT0562                          STATION RECOVERY (1995)
 OT0562
 OT0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0562'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 OT0562'IN CUSTER, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG AN RAILROAD GRADE
 OT0562'(TRACK REMOVED), NEAR THE SOUTH END OF A 6 BY 10-FOOT AREA OF
 OT0562'OUTCROPPING BEDROCK THAT PROJECTS 0.8 M (2.6 FT) ABOVE THE GROUND
 OT0562'SURFACE, 90.7 M (297.6 FT) NORTH OF THE NORTH END OF A BRIDGE SPANNING
 OT0562'A SMALL STREAM, 6.7 M (22.0 FT) EAST OF THE CENTER OF THREE BRACED
 OT0562'FENCE POSTS, 3.4 M (11.2 FT) WEST OF THE CENTER OF THE RAILROAD GRADE,
 OT0562'AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0156 ***********************************************************************
 PR0156  DESIGNATION -  H 18
 PR0156  PID         -  PR0156
 PR0156  STATE/COUNTY-  SD/MOODY
 PR0156  COUNTRY     -  US
 PR0156  USGS QUAD   -  FLANDREAU (2017)
 PR0156
 PR0156                         *CURRENT SURVEY CONTROL
 PR0156  ______________________________________________________________________
 PR0156* NAD 83(1986) POSITION- 44 01 30.     (N) 096 31 33.     (W)   SCALED
 PR0156* NAVD 88 ORTHO HEIGHT -   508.115 (meters)     1667.04  (feet) ADJUSTED
 PR0156  ______________________________________________________________________
 PR0156  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 PR0156  DYNAMIC HEIGHT  -        508.001 (meters)     1666.67  (feet) COMP
 PR0156  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 PR0156
 PR0156  VERT ORDER      -  FIRST     CLASS II
 PR0156
 PR0156.The horizontal coordinates were scaled from a map and have
 PR0156.an estimated accuracy of +/- 6 seconds.
 PR0156
 PR0156.The orthometric height was determined by differential leveling and
 PR0156.adjusted by the NATIONAL GEODETIC SURVEY
 PR0156.in June 1991.
 PR0156
 PR0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0156.GEOID18 height accuracy estimate available here.
 PR0156
 PR0156.Click photographs - Photos may exist for this station.
 PR0156
 PR0156.The dynamic height is computed by dividing the NAVD 88
 PR0156.geopotential number by the normal gravity value computed on the
 PR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0156.degrees latitude (g = 980.6199 gals.).
 PR0156
 PR0156.The modeled gravity was interpolated from observed gravity values.
 PR0156
 PR0156;                    North         East    Units  Estimated Accuracy
 PR0156;SPC SD S     -   194,930.      905,130.      MT  (+/- 180 meters Scaled)
 PR0156
 PR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP982776(NAD 83)
 PR0156
 PR0156                          SUPERSEDED SURVEY CONTROL
 PR0156
 PR0156  NGVD 29 (??/??/92)  507.860  (m)         1666.20   (f) ADJ UNCH    1 2
 PR0156
 PR0156.Superseded values are not recommended for survey control.
 PR0156
 PR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0156.See file dsdata.pdf to determine how the superseded data were derived.
 PR0156
 PR0156_MARKER: DB = BENCH MARK DISK
 PR0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0156_STAMPING: 1666.204 H 18 1931
 PR0156_MARK LOGO: CGS
 PR0156_PROJECTION: RECESSED 5 CENTIMETERS
 PR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0156+STABILITY: SURFACE MOTION
 PR0156
 PR0156  HISTORY     - Date     Condition        Report By
 PR0156  HISTORY     - 1931     MONUMENTED       CGS
 PR0156  HISTORY     - 1969     GOOD             CGS
 PR0156  HISTORY     - 20110328 MARK NOT FOUND   INDIV
 PR0156
 PR0156                          STATION DESCRIPTION
 PR0156
 PR0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 PR0156'4.4 MI W FROM AIRLIE.
 PR0156'IN MOODY COUNTY, SOUTH DAKOTA, ABOUT 4.4 MILES WEST ALONG THE
 PR0156'CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD FROM AIRLIE,
 PR0156'PIPESTONE COUNTY, MINN. NEAR MILEPOST 300, AT A DIRTROAD CROSSING,
 PR0156'43 FT. EAST OF THE CENTER LINE OF THE ROAD, 46 FT. SOUTH OF THE
 PR0156'SOUTH RAIL, AND 2 FT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 PR0156'DISK, STAMPED 1666.204 H 18 1931 AND SET IN THE TOP OF A CONCRETE
 PR0156'POST ABOUT 2 INCHES BELOW GROUND LEVEL.
 PR0156
 PR0156                          STATION RECOVERY (2011)
 PR0156
 PR0156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1547 ***********************************************************************
 PU1547  DESIGNATION -  H 183
 PU1547  PID         -  PU1547
 PU1547  STATE/COUNTY-  SD/PENNINGTON
 PU1547  COUNTRY     -  US
 PU1547  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1547
 PU1547                         *CURRENT SURVEY CONTROL
 PU1547  ______________________________________________________________________
 PU1547* NAD 83(1986) POSITION- 44 03 45.     (N) 103 16 57.     (W)   SCALED
 PU1547* NAVD 88 ORTHO HEIGHT -  1017.235 (meters)     3337.38  (feet) POSTED
 PU1547  ______________________________________________________________________
 PU1547  GEOID HEIGHT    -        -15.475 (meters)                     GEOID18
 PU1547  DYNAMIC HEIGHT  -       1016.90  (meters)     3336.3   (feet) COMP
 PU1547  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 PU1547
 PU1547  VERT ORDER      -  * POSTED, SEE BELOW
 PU1547
 PU1547.The horizontal coordinates were scaled from a map and have
 PU1547.an estimated accuracy of +/- 6 seconds.
 PU1547
 PU1547.The orthometric height was determined by differential leveling
 PU1547.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1547
 PU1547.* This is a POSTED BENCH MARK height.
 PU1547
 PU1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1547.GEOID18 height accuracy estimate available here.
 PU1547
 PU1547.Click photographs - Photos may exist for this station.
 PU1547
 PU1547.The dynamic height is computed by dividing the NAVD 88
 PU1547.geopotential number by the normal gravity value computed on the
 PU1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1547.degrees latitude (g = 980.6199 gals.).
 PU1547
 PU1547.The modeled gravity was interpolated from observed gravity values.
 PU1547
 PU1547;                    North         East    Units  Estimated Accuracy
 PU1547;SPC SD S     -   196,290.      363,770.      MT  (+/- 180 meters Scaled)
 PU1547
 PU1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ375802(NAD 83)
 PU1547
 PU1547                          SUPERSEDED SURVEY CONTROL
 PU1547
 PU1547  NGVD 29 (??/??/92) 1016.72   (m)         3335.7    (f) COMPUTED    2 0
 PU1547
 PU1547.Superseded values are not recommended for survey control.
 PU1547
 PU1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1547.See file dsdata.pdf to determine how the superseded data were derived.
 PU1547
 PU1547_MARKER: DB = BENCH MARK DISK
 PU1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1547_STAMPING: H 183 1934
 PU1547_MARK LOGO: CGS
 PU1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1547+STABILITY: SURFACE MOTION
 PU1547
 PU1547  HISTORY     - Date     Condition        Report By
 PU1547  HISTORY     - 1934     MONUMENTED       CGS
 PU1547  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1547  HISTORY     - 20110112 MARK NOT FOUND   INDIV
 PU1547
 PU1547                          STATION DESCRIPTION
 PU1547
 PU1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1547'3.3 MI W FROM RAPID CITY.
 PU1547'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, NEAR A
 PU1547'FENCE CORNER NEAR POINT WHERE ROAD CROSSES THE RAILROAD AT
 PU1547'RAILROAD MILEAGE 3.3 FROM RAPID CITY, 50 FEET NORTH OF THE
 PU1547'NORTH RAIL, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PU1547'2.5 FEET SOUTHEAST OF FENCE CORNER.
 PU1547
 PU1547                          STATION RECOVERY (1962)
 PU1547
 PU1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1547'MARK NOT FOUND.
 PU1547
 PU1547                          STATION RECOVERY (2011)
 PU1547
 PU1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1547'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0417 ***********************************************************************
 QS0417  DESIGNATION -  H 19
 QS0417  PID         -  QS0417
 QS0417  STATE/COUNTY-  SD/CORSON
 QS0417  COUNTRY     -  US
 QS0417  USGS QUAD   -  MCINTOSH SE (2017)
 QS0417
 QS0417                         *CURRENT SURVEY CONTROL
 QS0417  ______________________________________________________________________
 QS0417* NAD 83(1996) POSITION- 45 49 00.02729(N) 101 19 41.09220(W)   ADJUSTED
 QS0417* NAVD 88 ORTHO HEIGHT -   647.992 (meters)     2125.95  (feet) ADJUSTED
 QS0417  ______________________________________________________________________
 QS0417  GEOID HEIGHT    -        -20.515 (meters)                     GEOID18
 QS0417  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 QS0417  DYNAMIC HEIGHT  -        647.926 (meters)     2125.74  (feet) COMP
 QS0417  MODELED GRAVITY -    980,493.9   (mgal)                       NAVD 88
 QS0417
 QS0417  HORZ ORDER      -  THIRD
 QS0417  VERT ORDER      -  FIRST     CLASS II
 QS0417
 QS0417.The horizontal coordinates were established by classical geodetic methods
 QS0417.and adjusted by the National Geodetic Survey in January 1998.
 QS0417
 QS0417.The orthometric height was determined by differential leveling and
 QS0417.adjusted by the NATIONAL GEODETIC SURVEY
 QS0417.in June 1991.
 QS0417
 QS0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0417.GEOID18 height accuracy estimate available here.
 QS0417
 QS0417.Click photographs - Photos may exist for this station.
 QS0417
 QS0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0417
 QS0417.The dynamic height is computed by dividing the NAVD 88
 QS0417.geopotential number by the normal gravity value computed on the
 QS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0417.degrees latitude (g = 980.6199 gals.).
 QS0417
 QS0417.The modeled gravity was interpolated from observed gravity values.
 QS0417
 QS0417. The following values were computed from the NAD 83(1996) position.
 QS0417
 QS0417;                    North         East     Units Scale Factor Converg.
 QS0417;SPC SD N     -   221,251.272   496,784.912   MT  1.00002847   -0 56 23.8
 QS0417;SPC SD N     -   725,888.55  1,629,868.50   sFT  1.00002847   -0 56 23.8
 QS0417;UTM  14      - 5,076,314.788   319,138.219   MT  1.00000216   -1 40 11.8
 QS0417
 QS0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0417!SPC SD N     -   0.99990164  x   1.00002847  =   0.99993011
 QS0417!UTM  14      -   0.99990164  x   1.00000216  =   0.99990380
 QS0417
 QS0417:                Primary Azimuth Mark                     Grid Az
 QS0417:SPC SD N     -  SHIRT                                    181 11 14.7
 QS0417:UTM  14      -  SHIRT                                    181 55 02.7
 QS0417
 QS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1913876314(NAD 83)
 QS0417
 QS0417|---------------------------------------------------------------------|
 QS0417| PID    Reference Object                     Distance      Geod. Az  |
 QS0417|                                                           dddmmss.s |
 QS0417| QS0418 H 19 RESET                           45.550 METERS 09015     |
 QS0417| QS0858 SHIRT                               APPROX. 1.2 KM 1801450.9 |
 QS0417|---------------------------------------------------------------------|
 QS0417
 QS0417                          SUPERSEDED SURVEY CONTROL
 QS0417
 QS0417  NAD 83(1986)-  45 49 00.02615(N)    101 19 41.08949(W) AD(       ) 3
 QS0417  NAD 27      -  45 49 00.02900(N)    101 19 39.62200(W) AD(       ) 3
 QS0417  NGVD 29 (??/??/92)  647.516  (m)         2124.39   (f) ADJ UNCH    1 2
 QS0417
 QS0417.Superseded values are not recommended for survey control.
 QS0417
 QS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0417.See file dsdata.pdf to determine how the superseded data were derived.
 QS0417
 QS0417_MARKER: DB = BENCH MARK DISK
 QS0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0417_STAMPING: H 19 1933
 QS0417_MARK LOGO: CGS
 QS0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0417+STABILITY: SURFACE MOTION
 QS0417
 QS0417  HISTORY     - Date     Condition        Report By
 QS0417  HISTORY     - 1933     MONUMENTED       CGS
 QS0417  HISTORY     - 1938     GOOD             CGS
 QS0417  HISTORY     - 1952     GOOD             CGS
 QS0417  HISTORY     - 1952     GOOD             CGS
 QS0417
 QS0417                          STATION DESCRIPTION
 QS0417
 QS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0417'9.1 MI S FROM MC INTOSH.
 QS0417'ALONG STATE HIGHWAY NO. 65, 9.1 MILES SOUTH OF MC INTOSH, AT
 QS0417'THE SUMMIT OF A ROUND-TOPPED HILL, 800 FEET WEST OF THE HEAD OF A
 QS0417'DRY WASH RUNNING EAST, 53 FEET EAST OF THE CENTER OF THE HIGHWAY.
 QS0417'A STANDARD DISK SET HORIZONTAL IN A CONCRETE POST.  NOTE-- THE
 QS0417'MARK SERVED AS AN AZIMUTH MARK FOR TRIANGULATION STATION SHIRT
 QS0417'1952.
 QS0417
 QS0417                          STATION RECOVERY (1952)
 QS0417
 QS0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 QS0417'BENCH MARK H 19 IS ON THE CREST OF A HILL,
 QS0417'45 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 13 FEET EAST
 QS0417'OF A 4 IN X 4 IN WITNESS POST THAT IS SET IN A NORTH-SOUTH
 QS0417'WIRE FENCE.  IT IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 QS0417'DISK STAMPED H 19 1933 SET IN THE TOP OF A 12 IN X 12 IN CONCRETE
 QS0417'POST THAT PROJECTS 6 INCHES.
 QS0417'
 QS0417'STATION SHIRT IS LOCATED ON THE CREST OF A HILL IN PASTURE LAND,
 QS0417'ABOUT 7.5 MILES SOUTH-SOUTHEAST OF MC INTOSH, ABOUT 10 MILES
 QS0417'NORTH OF THE GRAND RIVER, IN THE SOUTHWEST 1/4 OF SECTION 6,
 QS0417'T 21 N, R 23 E, ON LAND OWNED BY MR. R.A. CAMPBELL, 45.5 FEET
 QS0417'SOUTH OF THE SOUTH GATE POST OF A WIRE GATE, 31 FEET EAST OF
 QS0417'THE CENTER OF STATE HIGHWAY NO. 65, 8 FEET NORTHEAST OF A 4
 QS0417'IN X 4 IN WITNESS POST, AND 4 FEET EAST OF A WIRE FENCE.
 QS0417'
 QS0417'TO REACH STATION SHIRT FROM THE JUNCTION OF U.S. HIGHWAY NO. 12
 QS0417'AND STATE HIGHWAY NO. 65 AT THE EAST EDGE OF MC INTOSH, GO
 QS0417'SOUTH ON NO. 65 FOR 7.9 MILES TO THE BENCH MARK ON THE
 QS0417'LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.75 MILE TO STATION
 QS0417'SHIRT ON THE LEFT.
 QS0417
 QS0417                          STATION RECOVERY (1952)
 QS0417
 QS0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 QS0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0418 ***********************************************************************
 QS0418  DESIGNATION -  H 19 RESET
 QS0418  PID         -  QS0418
 QS0418  STATE/COUNTY-  SD/CORSON
 QS0418  COUNTRY     -  US
 QS0418  USGS QUAD   -  MCINTOSH SE (2017)
 QS0418
 QS0418                         *CURRENT SURVEY CONTROL
 QS0418  ______________________________________________________________________
 QS0418* NAD 83(1996) POSITION- 45 49 00.02091(N) 101 19 38.98229(W)   NO CHECK
 QS0418* NAVD 88 ORTHO HEIGHT -   644.442 (meters)     2114.31  (feet) ADJUSTED
 QS0418  ______________________________________________________________________
 QS0418  GEOID HEIGHT    -        -20.516 (meters)                     GEOID18
 QS0418  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 QS0418  DYNAMIC HEIGHT  -        644.377 (meters)     2114.09  (feet) COMP
 QS0418  MODELED GRAVITY -    980,493.9   (mgal)                       NAVD 88
 QS0418
 QS0418  HORZ ORDER      -  THIRD
 QS0418  VERT ORDER      -  FIRST     CLASS II
 QS0418
 QS0418.The horizontal coordinates were established by classical geodetic methods
 QS0418.and adjusted by the National Geodetic Survey in January 1998.
 QS0418
 QS0418.No horizontal observational check was made to the station.
 QS0418
 QS0418.The orthometric height was determined by differential leveling and
 QS0418.adjusted by the NATIONAL GEODETIC SURVEY
 QS0418.in June 1991.
 QS0418
 QS0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0418.GEOID18 height accuracy estimate available here.
 QS0418
 QS0418.Click photographs - Photos may exist for this station.
 QS0418
 QS0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0418
 QS0418.The dynamic height is computed by dividing the NAVD 88
 QS0418.geopotential number by the normal gravity value computed on the
 QS0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0418.degrees latitude (g = 980.6199 gals.).
 QS0418
 QS0418.The modeled gravity was interpolated from observed gravity values.
 QS0418
 QS0418. The following values were computed from the NAD 83(1996) position.
 QS0418
 QS0418;                    North         East     Units Scale Factor Converg.
 QS0418;SPC SD N     -   221,250.328   496,830.454   MT  1.00002847   -0 56 22.3
 QS0418;SPC SD N     -   725,885.45  1,630,017.91   sFT  1.00002847   -0 56 22.3
 QS0418;UTM  14      - 5,076,313.264   319,183.744   MT  1.00000196   -1 40 10.3
 QS0418
 QS0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0418!SPC SD N     -   0.99990220  x   1.00002847  =   0.99993066
 QS0418!UTM  14      -   0.99990220  x   1.00000196  =   0.99990416
 QS0418
 QS0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1918376313(NAD 83)
 QS0418
 QS0418                          SUPERSEDED SURVEY CONTROL
 QS0418
 QS0418  NAD 83(1986)-  45 49 00.01978(N)    101 19 38.97876(W) AD(       ) 3
 QS0418  NAD 27      -  45 49 00.02300(N)    101 19 37.51300(W) AD(       ) 3
 QS0418  NGVD 29 (??/??/??)  643.95   (m)         2112.7    (f) RESET       3  
 QS0418  NGVD 29             643.95   (m)         2112.7    (f) LEVELING    3  
 QS0418
 QS0418.Superseded values are not recommended for survey control.
 QS0418
 QS0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0418.See file dsdata.pdf to determine how the superseded data were derived.
 QS0418
 QS0418_MARKER: DB = BENCH MARK DISK
 QS0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0418_STAMPING: H 19 RESET 1956
 QS0418_MARK LOGO: CGS
 QS0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0418+STABILITY: SURFACE MOTION
 QS0418
 QS0418  HISTORY     - Date     Condition        Report By
 QS0418  HISTORY     - 1956     MONUMENTED       CGS
 QS0418  HISTORY     - 1956     GOOD             CGS
 QS0418  HISTORY     - 1985     GOOD             NGS
 QS0418
 QS0418                          STATION DESCRIPTION
 QS0418
 QS0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QS0418'BM H 19 RESET IS ON EAST SLOPE OF HILL ABOUT
 QS0418'0.75 MILE NORTH OF STATION SHIRT 2.  IT IS ABOUT 195 FEET EAST OF THE
 QS0418'CENTER LINE OF THE HIGHWAY AND 2 FEET SOUTH OF A WHITE WITNESS
 QS0418'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED,
 QS0418'H 19 RESET 1956.
 QS0418'
 QS0418'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0418'STATE HIGHWAY 65, ABOUT 3/4 MILE EAST OF MC INTOSH, GO SOUTH
 QS0418'ON STATE HIGHWAY 65 FOR 7.65 MILES TO BM H 19 RESET
 QS0418'ON LEFT AS DESCRIBED.
 QS0418
 QS0418                          STATION RECOVERY (1956)
 QS0418
 QS0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QS0418'7.6 MI S FROM MC INTOSH.
 QS0418'7.65 MILES SOUTH ALONG STATE HIGHWAY 65 FROM ITS JUNCTION WITH
 QS0418'U.S. HIGHWAY 12 ABOUT 0.75 MILE EAST OF MC INTOSH, CORSON
 QS0418'COUNTY, ON THE EAST SLOPE OF A ROUND-TOPPED HILL, ABOUT 200 FEET
 QS0418'EAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET SOUTH OF A
 QS0418'WHITE WITNESS POST.  A STANDARD DISK, STAMPED H 19 RESET 1956
 QS0418'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QS0418
 QS0418                          STATION RECOVERY (1985)
 QS0418
 QS0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0418'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 QS0418'ADD--39.3 METERS (129 FT) EAST OF THE RIGHT-OF-WAY FENCE AND WITNESS
 QS0418'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0929 ***********************************************************************
 PU0929  DESIGNATION -  H 2 B 1
 PU0929  PID         -  PU0929
 PU0929  STATE/COUNTY-  SD/MEADE
 PU0929  COUNTRY     -  US
 PU0929  USGS QUAD   -  UNION CENTER (2017)
 PU0929
 PU0929                         *CURRENT SURVEY CONTROL
 PU0929  ______________________________________________________________________
 PU0929* NAD 83(1986) POSITION- 44 33 27.     (N) 102 44 00.     (W)   SCALED
 PU0929* NAVD 88 ORTHO HEIGHT -   865.291 (meters)     2838.88  (feet) ADJUSTED
 PU0929  ______________________________________________________________________
 PU0929  GEOID HEIGHT    -        -18.023 (meters)                     GEOID18
 PU0929  DYNAMIC HEIGHT  -        865.054 (meters)     2838.10  (feet) COMP
 PU0929  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PU0929
 PU0929  VERT ORDER      -  SECOND    CLASS 0
 PU0929
 PU0929.The horizontal coordinates were scaled from a map and have
 PU0929.an estimated accuracy of +/- 6 seconds.
 PU0929
 PU0929.The orthometric height was determined by differential leveling and
 PU0929.adjusted by the NATIONAL GEODETIC SURVEY
 PU0929.in June 1991.
 PU0929
 PU0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0929.GEOID18 height accuracy estimate available here.
 PU0929
 PU0929.Click photographs - Photos may exist for this station.
 PU0929
 PU0929.The dynamic height is computed by dividing the NAVD 88
 PU0929.geopotential number by the normal gravity value computed on the
 PU0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0929.degrees latitude (g = 980.6199 gals.).
 PU0929
 PU0929.The modeled gravity was interpolated from observed gravity values.
 PU0929
 PU0929;                    North         East    Units  Estimated Accuracy
 PU0929;SPC SD N     -    84,140.      382,880.      MT  (+/- 180 meters Scaled)
 PU0929
 PU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK800362(NAD 83)
 PU0929
 PU0929                          SUPERSEDED SURVEY CONTROL
 PU0929
 PU0929  NGVD 29 (??/??/92)  864.81   (m)         2837.3    (f) COMPUTED    2 0
 PU0929
 PU0929.Superseded values are not recommended for survey control.
 PU0929
 PU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0929.See file dsdata.pdf to determine how the superseded data were derived.
 PU0929
 PU0929_MARKER: Z = SEE DESCRIPTION
 PU0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0929_SP_SET: PIER
 PU0929_STAMPING: H 2 B 1
 PU0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0929
 PU0929  HISTORY     - Date     Condition        Report By
 PU0929  HISTORY     - UNK      MONUMENTED       USAF
 PU0929  HISTORY     - 1962     GOOD             CGS
 PU0929
 PU0929                          STATION DESCRIPTION
 PU0929
 PU0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0929'3.3 MI W FROM UNION CENTER.
 PU0929'3.05 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0929'CENTER, THENCE 0.25 MILE SOUTH ACROSS COUNTRY, IN AN OPEN FIELD,
 PU0929'THE CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0929'PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0467 ***********************************************************************
 QS0467  DESIGNATION -  H 20
 QS0467  PID         -  QS0467
 QS0467  STATE/COUNTY-  SD/ZIEBACH
 QS0467  COUNTRY     -  US
 QS0467  USGS QUAD   -  LANTRY NW (2017)
 QS0467
 QS0467                         *CURRENT SURVEY CONTROL
 QS0467  ______________________________________________________________________
 QS0467* NAD 83(1986) POSITION- 45 13 27.     (N) 101 29 31.     (W)   SCALED
 QS0467* NAVD 88 ORTHO HEIGHT -   685.971 (meters)     2250.56  (feet) ADJUSTED
 QS0467  ______________________________________________________________________
 QS0467  GEOID HEIGHT    -        -20.674 (meters)                     GEOID18
 QS0467  DYNAMIC HEIGHT  -        685.851 (meters)     2250.16  (feet) COMP
 QS0467  MODELED GRAVITY -    980,419.8   (mgal)                       NAVD 88
 QS0467
 QS0467  VERT ORDER      -  FIRST     CLASS II
 QS0467
 QS0467.The horizontal coordinates were scaled from a map and have
 QS0467.an estimated accuracy of +/- 6 seconds.
 QS0467
 QS0467.The orthometric height was determined by differential leveling and
 QS0467.adjusted by the NATIONAL GEODETIC SURVEY
 QS0467.in June 1991.
 QS0467
 QS0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0467.GEOID18 height accuracy estimate available here.
 QS0467
 QS0467.Click photographs - Photos may exist for this station.
 QS0467
 QS0467.The dynamic height is computed by dividing the NAVD 88
 QS0467.geopotential number by the normal gravity value computed on the
 QS0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0467.degrees latitude (g = 980.6199 gals.).
 QS0467
 QS0467.The modeled gravity was interpolated from observed gravity values.
 QS0467
 QS0467;                    North         East    Units  Estimated Accuracy
 QS0467;SPC SD N     -   155,630.      482,840.      MT  (+/- 180 meters Scaled)
 QS0467
 QS0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR043108(NAD 83)
 QS0467
 QS0467                          SUPERSEDED SURVEY CONTROL
 QS0467
 QS0467  NGVD 29 (??/??/92)  685.519  (m)         2249.07   (f) ADJ UNCH    1 2
 QS0467
 QS0467.Superseded values are not recommended for survey control.
 QS0467
 QS0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0467.See file dsdata.pdf to determine how the superseded data were derived.
 QS0467
 QS0467_MARKER: DB = BENCH MARK DISK
 QS0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0467_STAMPING: H 20 1933
 QS0467_MARK LOGO: CGS
 QS0467_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0467+STABILITY: SURFACE MOTION
 QS0467
 QS0467  HISTORY     - Date     Condition        Report By
 QS0467  HISTORY     - 1933     MONUMENTED       CGS
 QS0467  HISTORY     - 1971     GOOD             NGS
 QS0467  HISTORY     - 1985     GOOD             NGS
 QS0467  HISTORY     - 20120801 POOR             INDIV
 QS0467
 QS0467                          STATION DESCRIPTION
 QS0467
 QS0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QS0467'12 MI SSW FROM ISABEL.
 QS0467'13.8 MILES SOUTH ALONG STATE HIGHWAY, 1.6 MILES NORTHEAST OF THE
 QS0467'BRIDGE OVER THE MOREAU RIVER, 450 FEET SOUTH OF THE CENTER OF A
 QS0467'RANCH ROAD ENTRANCE, 95 FEET NORTH OF A FENCE CORNER, 65 FEET
 QS0467'EAST OF THE CENTER OF HIGHWAY 65, 14 FEET SOUTHEAST OF A TELEPHONE
 QS0467'POLE, 1.6 FEET NORTH OF A METAL WITNESS POST IN PASTURE LAND,
 QS0467'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QS0467
 QS0467                          STATION RECOVERY (1985)
 QS0467
 QS0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0467'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.18 KM
 QS0467'(14.41 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT
 QS0467'ISABEL, AT THE NORTHEAST END OF A CURVE, 0.14 KM (0.09 MI) SOUTHWEST
 QS0467'OF THE T JUNCTION OF A GRAVEL ROAD LEADING EAST-SOUTHEAST TO A RANCH,
 QS0467'2.45 KM (1.52 MI) NORTHEAST OF THE EAST END OF THE BRIDGE OVER THE
 QS0467'MOREAU RIVER, 21.8 METERS (71.5 FT) SOUTHEAST OF THE HIGHWAY
 QS0467'CENTERLINE, 126.5 METERS (415 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 QS0467'CORNER OF THE RANCH HOUSE, 34.4 METERS (113 FT) EAST OF THE FIRST
 QS0467'POWER POLE SOUTHWEST OF A T JUNCTION POWER POLE AND 9.6 METER (31. FT)
 QS0467'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 QS0467'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0467'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0467
 QS0467                          STATION RECOVERY (2012)
 QS0467
 QS0467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0467'CONCRETE MONUMENT IS BROKEN OFF
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0375 ***********************************************************************
 PT0375  DESIGNATION -  H 21
 PT0375  PID         -  PT0375
 PT0375  STATE/COUNTY-  SD/ZIEBACH
 PT0375  COUNTRY     -  US
 PT0375  USGS QUAD   -  CHERRY CREEK NW (2017)
 PT0375
 PT0375                         *CURRENT SURVEY CONTROL
 PT0375  ______________________________________________________________________
 PT0375* NAD 83(1986) POSITION- 44 37 33.97   (N) 101 29 28.79   (W)   HD_HELD1
 PT0375* NAVD 88 ORTHO HEIGHT -   607.013 (meters)     1991.51  (feet) ADJUSTED
 PT0375  ______________________________________________________________________
 PT0375  GEOID HEIGHT    -        -21.373 (meters)                     GEOID18
 PT0375  DYNAMIC HEIGHT  -        606.887 (meters)     1991.10  (feet) COMP
 PT0375  MODELED GRAVITY -    980,391.9   (mgal)                       NAVD 88
 PT0375
 PT0375  VERT ORDER      -  FIRST     CLASS II
 PT0375
 PT0375.The horizontal coordinates were determined by differentially corrected
 PT0375.hand held GPS observations or other comparable positioning techniques
 PT0375.and have an estimated accuracy of +/- 3 meters.
 PT0375
 PT0375.The orthometric height was determined by differential leveling and
 PT0375.adjusted by the NATIONAL GEODETIC SURVEY
 PT0375.in June 1991.
 PT0375
 PT0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0375.GEOID18 height accuracy estimate available here.
 PT0375
 PT0375.Click photographs - Photos may exist for this station.
 PT0375
 PT0375.The dynamic height is computed by dividing the NAVD 88
 PT0375.geopotential number by the normal gravity value computed on the
 PT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0375.degrees latitude (g = 980.6199 gals.).
 PT0375
 PT0375.The modeled gravity was interpolated from observed gravity values.
 PT0375
 PT0375;                    North         East    Units  Estimated Accuracy
 PT0375;SPC SD N     -    89,184.3     481,661.7     MT  (+/- 3 meters HH1 GPS) 
 PT0375
 PT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0237144435(NAD 83)
 PT0375
 PT0375                          SUPERSEDED SURVEY CONTROL
 PT0375
 PT0375  NGVD 29 (??/??/92)  606.576  (m)         1990.07   (f) ADJ UNCH    1 2
 PT0375
 PT0375.Superseded values are not recommended for survey control.
 PT0375
 PT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0375.See file dsdata.pdf to determine how the superseded data were derived.
 PT0375
 PT0375_MARKER: DB = BENCH MARK DISK
 PT0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0375_STAMPING: H 21 1933
 PT0375_MARK LOGO: CGS
 PT0375_PROJECTION: PROJECTING 28 CENTIMETERS
 PT0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0375+STABILITY: SURFACE MOTION
 PT0375
 PT0375  HISTORY     - Date     Condition        Report By
 PT0375  HISTORY     - 1933     MONUMENTED       CGS
 PT0375  HISTORY     - 1934     GOOD             CGS
 PT0375
 PT0375                          STATION DESCRIPTION
 PT0375
 PT0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0375'2 MI N FROM CHERRY CREEK.
 PT0375'2.0 MILES NORTH ALONG THE DUPREE ROAD FROM CHERRY CREEK, ZIEBACH
 PT0375'COUNTY, ON THE SOUTH SIDE OF A SMALL RIDGE, AND 46 FEET SOUTHWEST
 PT0375'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, SET IN THE
 PT0375'TOP OF A CONCRETE POST, PROJECTING 11 INCHES ABOVE THE SURFACE
 PT0375'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0570 ***********************************************************************
 PT0570  DESIGNATION -  H 22
 PT0570  PID         -  PT0570
 PT0570  STATE/COUNTY-  SD/HAAKON
 PT0570  COUNTRY     -  US
 PT0570  USGS QUAD   -  PHILIP (2017)
 PT0570
 PT0570                         *CURRENT SURVEY CONTROL
 PT0570  ______________________________________________________________________
 PT0570* NAD 83(1986) POSITION- 44 04 02.     (N) 101 40 02.     (W)   SCALED
 PT0570* NAVD 88 ORTHO HEIGHT -   696.441 (meters)     2284.91  (feet) ADJUSTED
 PT0570  ______________________________________________________________________
 PT0570  GEOID HEIGHT    -        -21.071 (meters)                     GEOID18
 PT0570  DYNAMIC HEIGHT  -        696.245 (meters)     2284.26  (feet) COMP
 PT0570  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 PT0570
 PT0570  VERT ORDER      -  FIRST     CLASS II
 PT0570
 PT0570.The horizontal coordinates were scaled from a map and have
 PT0570.an estimated accuracy of +/- 6 seconds.
 PT0570
 PT0570.The orthometric height was determined by differential leveling and
 PT0570.adjusted by the NATIONAL GEODETIC SURVEY
 PT0570.in June 1991.
 PT0570
 PT0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0570.GEOID18 height accuracy estimate available here.
 PT0570
 PT0570.Click photographs - Photos may exist for this station.
 PT0570
 PT0570.The dynamic height is computed by dividing the NAVD 88
 PT0570.geopotential number by the normal gravity value computed on the
 PT0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0570.degrees latitude (g = 980.6199 gals.).
 PT0570
 PT0570.The modeled gravity was interpolated from observed gravity values.
 PT0570
 PT0570;                    North         East    Units  Estimated Accuracy
 PT0570;SPC SD S     -   193,480.      493,150.      MT  (+/- 180 meters Scaled)
 PT0570
 PT0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP863827(NAD 83)
 PT0570
 PT0570                          SUPERSEDED SURVEY CONTROL
 PT0570
 PT0570  NGVD 29 (??/??/92)  695.995  (m)         2283.44   (f) ADJ UNCH    1 2
 PT0570
 PT0570.Superseded values are not recommended for survey control.
 PT0570
 PT0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0570.See file dsdata.pdf to determine how the superseded data were derived.
 PT0570
 PT0570_MARKER: DB = BENCH MARK DISK
 PT0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0570_STAMPING: H 22 1933
 PT0570_MARK LOGO: CGS
 PT0570_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0570+STABILITY: SURFACE MOTION
 PT0570
 PT0570  HISTORY     - Date     Condition        Report By
 PT0570  HISTORY     - 1933     MONUMENTED       CGS
 PT0570  HISTORY     - 1962     GOOD             CGS
 PT0570  HISTORY     - 1970     GOOD             NGS
 PT0570
 PT0570                          STATION DESCRIPTION
 PT0570
 PT0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0570'2 MI N FROM PHILIP.
 PT0570'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0570'AND NORTH WESTERN RAILROAD STATION AT PHILIP, AT THE JUNCTION
 PT0570'OF THE HIGHWAY AND A GRAVEL ROAD, 87 FEET WEST OF THE CENTERLINE
 PT0570'OF THE HIGHWAY, 60 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 PT0570'ROAD, 57 FEET NORTHWEST OF A POWER POLE, 54 FEET WEST OF A FENCE,
 PT0570'33.6 FEET NORTH OF A METAL WITNESS POST, 33 1/2 FEET NORTH OF
 PT0570'A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE GROUND, AND SET IN
 PT0570'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.  NOTE-- DUE
 PT0570'TO HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.  IT WAS
 PT0570'LEFT INTACT FOR USE BY THE STATE HIGHWAY DEPARTMENT, AND WILL
 PT0570'BE REMOVED BY THEM AT TIME OF CONSTRUCTION.  A NEW MARK WAS
 PT0570'SET NEARBY.
 PT0570
 PT0570                          STATION RECOVERY (1970)
 PT0570
 PT0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0571 ***********************************************************************
 PT0571  DESIGNATION -  H 22 RESET
 PT0571  PID         -  PT0571
 PT0571  STATE/COUNTY-  SD/HAAKON
 PT0571  COUNTRY     -  US
 PT0571  USGS QUAD   -  PHILIP (2017)
 PT0571
 PT0571                         *CURRENT SURVEY CONTROL
 PT0571  ______________________________________________________________________
 PT0571* NAD 83(1986) POSITION- 44 04 02.     (N) 101 40 02.     (W)   SCALED
 PT0571* NAVD 88 ORTHO HEIGHT -   697.18  (+/-2cm)     2287.3   (feet) VERTCON3
 PT0571  ______________________________________________________________________
 PT0571  GEOID HEIGHT    -        -21.071 (meters)                     GEOID18
 PT0571  VERT ORDER      -  THIRD (See Below)
 PT0571
 PT0571.The horizontal coordinates were scaled from a map and have
 PT0571.an estimated accuracy of +/- 6 seconds.
 PT0571
 PT0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0571
 PT0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0571.GEOID18 height accuracy estimate available here.
 PT0571
 PT0571.The vertical order pertains to the NGVD 29 superseded value.
 PT0571
 PT0571.Click photographs - Photos may exist for this station.
 PT0571
 PT0571;                    North         East    Units  Estimated Accuracy
 PT0571;SPC SD S     -   193,480.      493,150.      MT  (+/- 180 meters Scaled)
 PT0571
 PT0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP863827(NAD 83)
 PT0571
 PT0571                          SUPERSEDED SURVEY CONTROL
 PT0571
 PT0571  NGVD 29 (??/??/??)  696.73   (m)         2285.9    (f) RESET       3  
 PT0571
 PT0571.Superseded values are not recommended for survey control.
 PT0571
 PT0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0571.See file dsdata.pdf to determine how the superseded data were derived.
 PT0571
 PT0571_MARKER: DB = BENCH MARK DISK
 PT0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0571_STAMPING: H 22 RESET 1970
 PT0571_MARK LOGO: CGS
 PT0571_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0571+STABILITY: SURFACE MOTION
 PT0571
 PT0571  HISTORY     - Date     Condition        Report By
 PT0571  HISTORY     - 1970     MONUMENTED       NGS
 PT0571
 PT0571                          STATION DESCRIPTION
 PT0571
 PT0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0571'2 MI N FROM PHILIP.
 PT0571'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0571'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, AT A SIDE
 PT0571'ROAD LEFT, IN A FEEDLOT ON PROPERTY OF MR. CLAUDE DALE, 222 FEET
 PT0571'NORTH OF THE CENTER OF THE GRAVELED SIDE ROAD, 218 FEET WEST
 PT0571'OF THE CENTER OF HIGHWAY 73, 2 FEET SOUTH OF THE SOUTHWEST CORNER
 PT0571'OF A FEEDLOT BARN, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND
 PT0571'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1.0 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0603 ***********************************************************************
 OS0603  DESIGNATION -  H 23
 OS0603  PID         -  OS0603
 OS0603  STATE/COUNTY-  SD/JACKSON
 OS0603  COUNTRY     -  US
 OS0603  USGS QUAD   -  BROKEN LEG DAM (2017)
 OS0603
 OS0603                         *CURRENT SURVEY CONTROL
 OS0603  ______________________________________________________________________
 OS0603* NAD 83(1986) POSITION- 43 34 40.     (N) 101 31 15.     (W)   SCALED
 OS0603* NAVD 88 ORTHO HEIGHT -   835.543 (meters)     2741.28  (feet) ADJUSTED
 OS0603  ______________________________________________________________________
 OS0603  GEOID HEIGHT    -        -21.213 (meters)                     GEOID18
 OS0603  DYNAMIC HEIGHT  -        835.241 (meters)     2740.29  (feet) COMP
 OS0603  MODELED GRAVITY -    980,229.4   (mgal)                       NAVD 88
 OS0603
 OS0603  VERT ORDER      -  SECOND    CLASS 0
 OS0603
 OS0603.The horizontal coordinates were scaled from a map and have
 OS0603.an estimated accuracy of +/- 6 seconds.
 OS0603
 OS0603.The orthometric height was determined by differential leveling and
 OS0603.adjusted by the NATIONAL GEODETIC SURVEY
 OS0603.in June 1991.
 OS0603
 OS0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0603.GEOID18 height accuracy estimate available here.
 OS0603
 OS0603.Click photographs - Photos may exist for this station.
 OS0603
 OS0603.The dynamic height is computed by dividing the NAVD 88
 OS0603.geopotential number by the normal gravity value computed on the
 OS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0603.degrees latitude (g = 980.6199 gals.).
 OS0603
 OS0603.The modeled gravity was interpolated from observed gravity values.
 OS0603
 OS0603;                    North         East    Units  Estimated Accuracy
 OS0603;SPC SD S     -   138,930.      504,090.      MT  (+/- 180 meters Scaled)
 OS0603
 OS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP964280(NAD 83)
 OS0603
 OS0603                          SUPERSEDED SURVEY CONTROL
 OS0603
 OS0603  NGVD 29 (??/??/92)  835.093  (m)         2739.80   (f) ADJ UNCH    2 0
 OS0603
 OS0603.Superseded values are not recommended for survey control.
 OS0603
 OS0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0603.See file dsdata.pdf to determine how the superseded data were derived.
 OS0603
 OS0603_MARKER: DB = BENCH MARK DISK
 OS0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0603_STAMPING: H 23 1934
 OS0603_MARK LOGO: CGS
 OS0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0603+STABILITY: SURFACE MOTION
 OS0603
 OS0603  HISTORY     - Date     Condition        Report By
 OS0603  HISTORY     - 1934     MONUMENTED       CGS
 OS0603  HISTORY     - 1941     GOOD             CGS
 OS0603
 OS0603                          STATION DESCRIPTION
 OS0603
 OS0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0603'20.9 MI S FROM KADOKA.
 OS0603'IN WASHABAUGH COUNTY, 20.9 MILES SOUTH ALONG STATE HIGHWAY 73
 OS0603'FROM KADOKA, JACKSON COUNTY, AT THE WIDE INTERSECTION OF A CROSS
 OS0603'ROAD, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 38 FEET EAST
 OS0603'OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, 4 FEET EAST
 OS0603'OF THE RIGHT-OF-WAY FENCE, AND 4 FEET NORTH OF AN EAST-AND-WEST
 OS0603'FENCE.  A STANDARD DISK, STAMPED H 23 1934 AND SET IN THE TOP
 OS0603'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1416 ***********************************************************************
 PU1416  DESIGNATION -  H 24
 PU1416  PID         -  PU1416
 PU1416  STATE/COUNTY-  SD/MEADE
 PU1416  COUNTRY     -  US
 PU1416  USGS QUAD   -  PIEDMONT (2017)
 PU1416
 PU1416                         *CURRENT SURVEY CONTROL
 PU1416  ______________________________________________________________________
 PU1416* NAD 83(1986) POSITION- 44 14 44.48   (N) 103 23 54.97   (W)   HD_HELD1
 PU1416* NAVD 88 ORTHO HEIGHT -  1072.601 (meters)     3519.03  (feet) ADJUSTED
 PU1416  ______________________________________________________________________
 PU1416  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 PU1416  DYNAMIC HEIGHT  -       1072.238 (meters)     3517.83  (feet) COMP
 PU1416  MODELED GRAVITY -    980,243.0   (mgal)                       NAVD 88
 PU1416
 PU1416  VERT ORDER      -  FIRST     CLASS II
 PU1416
 PU1416.The horizontal coordinates were determined by differentially corrected
 PU1416.hand held GPS observations or other comparable positioning techniques
 PU1416.and have an estimated accuracy of +/- 3 meters.
 PU1416
 PU1416.The orthometric height was determined by differential leveling and
 PU1416.adjusted by the NATIONAL GEODETIC SURVEY
 PU1416.in June 1991.
 PU1416
 PU1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1416.GEOID18 height accuracy estimate available here.
 PU1416
 PU1416.Click photographs - Photos may exist for this station.
 PU1416
 PU1416.The dynamic height is computed by dividing the NAVD 88
 PU1416.geopotential number by the normal gravity value computed on the
 PU1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1416.degrees latitude (g = 980.6199 gals.).
 PU1416
 PU1416.The modeled gravity was interpolated from observed gravity values.
 PU1416
 PU1416;                    North         East    Units  Estimated Accuracy
 PU1416;SPC SD N     -    51,519.9     328,608.0     MT  (+/- 3 meters HH1 GPS) 
 PU1416
 PU1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2786000408(NAD 83)
 PU1416
 PU1416                          SUPERSEDED SURVEY CONTROL
 PU1416
 PU1416  NGVD 29 (??/??/92) 1072.102  (m)         3517.39   (f) ADJ UNCH    1 2
 PU1416
 PU1416.Superseded values are not recommended for survey control.
 PU1416
 PU1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1416.See file dsdata.pdf to determine how the superseded data were derived.
 PU1416
 PU1416_MARKER: DD = SURVEY DISK
 PU1416_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1416_STAMPING: H 24 1934
 PU1416_MARK LOGO: CGS+SS
 PU1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1416
 PU1416  HISTORY     - Date     Condition        Report By
 PU1416  HISTORY     - 1934     MONUMENTED       SDGS
 PU1416  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1416  HISTORY     - 20110412 MARK NOT FOUND   INDIV
 PU1416
 PU1416                          STATION DESCRIPTION
 PU1416
 PU1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1416'4.2 MI SE FROM TILFORD.
 PU1416'4.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1416'FROM TILFORD, MEADE COUNTY, 0.3 MILE SOUTH OF MILEPOST H 115,
 PU1416'120 YARDS NORTH OF A ROAD CROSSING, 28 FEET WEST OF THE CENTERLINE
 PU1416'OF THE TRACK, AND 20 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STATE
 PU1416'SURVEY STANDARD DISK, STAMPED H 24 1934 AND SET IN THE TOP OF A
 PU1416'CONCRETE POST.
 PU1416
 PU1416                          STATION RECOVERY (2011)
 PU1416
 PU1416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1416'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1768 ***********************************************************************
 PU1768  DESIGNATION -  H 25
 PU1768  PID         -  PU1768
 PU1768  STATE/COUNTY-  SD/BUTTE
 PU1768  COUNTRY     -  US
 PU1768  USGS QUAD   -  MUD BUTTES (2017)
 PU1768
 PU1768                         *CURRENT SURVEY CONTROL
 PU1768  ______________________________________________________________________
 PU1768* NAD 83(1986) POSITION- 44 45 52.2    (N) 103 51 07.9    (W)   HD_HELD2
 PU1768* NAVD 88 ORTHO HEIGHT -   996.292 (meters)     3268.67  (feet) ADJUSTED
 PU1768  ______________________________________________________________________
 PU1768  GEOID HEIGHT    -        -15.523 (meters)                     GEOID18
 PU1768  DYNAMIC HEIGHT  -        996.021 (meters)     3267.78  (feet) COMP
 PU1768  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 PU1768
 PU1768  VERT ORDER      -  FIRST     CLASS II
 PU1768
 PU1768.The horizontal coordinates were established by autonomous hand held GPS
 PU1768.observations and have an estimated accuracy of +/- 10 meters.
 PU1768
 PU1768.The orthometric height was determined by differential leveling and
 PU1768.adjusted by the NATIONAL GEODETIC SURVEY
 PU1768.in April 2000.
 PU1768
 PU1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1768.GEOID18 height accuracy estimate available here.
 PU1768
 PU1768.Click photographs - Photos may exist for this station.
 PU1768
 PU1768.The dynamic height is computed by dividing the NAVD 88
 PU1768.geopotential number by the normal gravity value computed on the
 PU1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1768.degrees latitude (g = 980.6199 gals.).
 PU1768
 PU1768.The modeled gravity was interpolated from observed gravity values.
 PU1768
 PU1768;                    North         East    Units  Estimated Accuracy
 PU1768;SPC SD N     -   110,727.      295,155.      MT  (+/- 10 meters HH2 GPS)
 PU1768
 PU1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9083457430(NAD 83)
 PU1768
 PU1768                          SUPERSEDED SURVEY CONTROL
 PU1768
 PU1768  NAVD 88 (06/15/91)  996.279  (m)         3268.63   (f) SUPERSEDED  1 2
 PU1768  NGVD 29 (??/??/92)  995.798  (m)         3267.05   (f) ADJ UNCH    1 2
 PU1768
 PU1768.Superseded values are not recommended for survey control.
 PU1768
 PU1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1768.See file dsdata.pdf to determine how the superseded data were derived.
 PU1768
 PU1768_MARKER: DB = BENCH MARK DISK
 PU1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1768_STAMPING: H 25 1934
 PU1768_MARK LOGO: CGS
 PU1768_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1768+STABILITY: SURFACE MOTION
 PU1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1768+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 PU1768
 PU1768  HISTORY     - Date     Condition        Report By
 PU1768  HISTORY     - 1934     MONUMENTED       CGS
 PU1768  HISTORY     - 1962     GOOD             CGS
 PU1768  HISTORY     - 19980920 GOOD             NGS
 PU1768  HISTORY     - 20110822 GOOD             GEOCAC
 PU1768
 PU1768                          STATION DESCRIPTION
 PU1768
 PU1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1768'6.6 MI N FROM BELLE FOURCHE.
 PU1768'ABOUT 6.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1768'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 3,
 PU1768'T 9 N, R 2 E, 0.1 MILE NORTH OF A T ROAD JUNCTION, 59 FEET WEST OF
 PU1768'THE CENTER LINE OF THE HIGHWAY, 74 FEET SOUTH OF A POWER POLE,
 PU1768'4 FEET WEST OF A FENCE, 4.4 FEET WEST OF A METAL WITNESS POST,
 PU1768'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1768'OF A CONCRETE POST PROJECTING 5-INCHES.
 PU1768
 PU1768                          STATION RECOVERY (1998)
 PU1768
 PU1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1768'9.3 KM (5.75 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1768'U.S. HIGHWAY 212 IN BELLE FOURCHE, 547.0 M (1794.6 FT) NORTH OF
 PU1768'MILEPOST 62, 106.0 M (347.8 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 PU1768'LEADING TO THE PK RANCH, 57.7 M (189.3 FT) EAST OF THE HIGHWAY
 PU1768'CENTERLINE, 18.0 M (59.1 FT) EAST OF THE CENTER OF AN OLD HIGHWAY
 PU1768'GRADE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PU1768'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PU1768'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PU1768'MAURICE HANIFY, HC 69, BOX 38, BELLE FOURCHE, SD 57717.
 PU1768
 PU1768                          STATION RECOVERY (2011)
 PU1768
 PU1768'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1768'MARK IS 18.0 M (59.1 FT) WEST, NOT EAST, OF THE CENTER OF AN OLD
 PU1768'HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0304 ***********************************************************************
 QT0304  DESIGNATION -  H 26 RESET
 QT0304  PID         -  QT0304
 QT0304  STATE/COUNTY-  SD/HARDING
 QT0304  COUNTRY     -  US
 QT0304  USGS QUAD   -  REDIG (2017)
 QT0304
 QT0304                         *CURRENT SURVEY CONTROL
 QT0304  ______________________________________________________________________
 QT0304* NAD 83(1986) POSITION- 45 21 27.     (N) 103 32 54.     (W)   SCALED
 QT0304* NAVD 88 ORTHO HEIGHT -   948.132 (meters)     3110.66  (feet) ADJUSTED
 QT0304  ______________________________________________________________________
 QT0304  GEOID HEIGHT    -        -16.141 (meters)                     GEOID18
 QT0304  DYNAMIC HEIGHT  -        947.944 (meters)     3110.05  (feet) COMP
 QT0304  MODELED GRAVITY -    980,384.7   (mgal)                       NAVD 88
 QT0304
 QT0304  VERT ORDER      -  FIRST     CLASS II
 QT0304
 QT0304.The horizontal coordinates were scaled from a map and have
 QT0304.an estimated accuracy of +/- 6 seconds.
 QT0304
 QT0304.The orthometric height was determined by differential leveling and
 QT0304.adjusted by the NATIONAL GEODETIC SURVEY
 QT0304.in April 2000.
 QT0304
 QT0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0304.GEOID18 height accuracy estimate available here.
 QT0304
 QT0304.Click photographs - Photos may exist for this station.
 QT0304
 QT0304.The dynamic height is computed by dividing the NAVD 88
 QT0304.geopotential number by the normal gravity value computed on the
 QT0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0304.degrees latitude (g = 980.6199 gals.).
 QT0304
 QT0304.The modeled gravity was interpolated from observed gravity values.
 QT0304
 QT0304;                    North         East    Units  Estimated Accuracy
 QT0304;SPC SD N     -   175,460.      322,070.      MT  (+/- 180 meters Scaled)
 QT0304
 QT0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL136236(NAD 83)
 QT0304
 QT0304                          SUPERSEDED SURVEY CONTROL
 QT0304
 QT0304  NGVD 29 (04/17/07)  947.65   (m)         3109.1    (f) RESET       3  
 QT0304
 QT0304.Superseded values are not recommended for survey control.
 QT0304
 QT0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0304.See file dsdata.pdf to determine how the superseded data were derived.
 QT0304
 QT0304_MARKER: DV = VERTICAL CONTROL DISK
 QT0304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QT0304_SP_SET: ABUTMENT
 QT0304_STAMPING: H 26 RESET 1975
 QT0304_MARK LOGO: NGS
 QT0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0304+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0304
 QT0304  HISTORY     - Date     Condition        Report By
 QT0304  HISTORY     - 1975     MONUMENTED       NGS
 QT0304  HISTORY     - 19980928 GOOD             NGS
 QT0304
 QT0304                          STATION DESCRIPTION
 QT0304
 QT0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QT0304'15.6 MI S FROM BUFFALO.
 QT0304'15.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, 5.5 MILES
 QT0304'NORTH OF REDIG, AT THE NORTH END OF A CONCRETE BRIDGE OVER THE
 QT0304'NORTH FORK OF THE MOREAU RIVER, SET IN A DRILLED HOLE IN THE TOP
 QT0304'OF THE WINGWALL AT THE NORTHEAST CORNER OF THE BRIDGE, 24.5 FEET
 QT0304'EAST OF THE CENTER OF THE HIGHWAY 0.7 FOOT EAST OF THE EAST SIDE
 QT0304'OF THE BRIDGE, 1.3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 QT0304'BRIDGE, AND 6-INCHES HIGHER THEN THE BRIDGE FLOOR.
 QT0304
 QT0304                          STATION RECOVERY (1998)
 QT0304
 QT0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0304'9.6 KM (5.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0304'COUNTY ROAD 732 IN REDIG, IN TOP OF AND 2.0 M (6.6 FT) WEST OF THE
 QT0304'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 QT0304'THE NORTH FORK OF THE MOREAU RIVER, 393.0 M (1289.4 FT) SOUTH OF
 QT0304'MILEPOST 111, 7.2 M (23.6 FT) EAST OF THE HIGHWAY CENTERLINE, 0.9 M
 QT0304'(3.0 FT) WEST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 QT0304'THE HIGHWAY.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0257 ***********************************************************************
 QR0257  DESIGNATION -  H 27
 QR0257  PID         -  QR0257
 QR0257  STATE/COUNTY-  SD/EDMUNDS
 QR0257  COUNTRY     -  US
 QR0257  USGS QUAD   -  BOWDLE (2017)
 QR0257
 QR0257                         *CURRENT SURVEY CONTROL
 QR0257  ______________________________________________________________________
 QR0257* NAD 83(1986) POSITION- 45 27 12.     (N) 099 39 09.     (W)   SCALED
 QR0257* NAVD 88 ORTHO HEIGHT -   609.987 (meters)     2001.27  (feet) ADJUSTED
 QR0257  ______________________________________________________________________
 QR0257  GEOID HEIGHT    -        -22.731 (meters)                     GEOID18
 QR0257  DYNAMIC HEIGHT  -        609.918 (meters)     2001.04  (feet) COMP
 QR0257  MODELED GRAVITY -    980,483.7   (mgal)                       NAVD 88
 QR0257
 QR0257  VERT ORDER      -  FIRST     CLASS II
 QR0257
 QR0257.The horizontal coordinates were scaled from a map and have
 QR0257.an estimated accuracy of +/- 6 seconds.
 QR0257
 QR0257.The orthometric height was determined by differential leveling and
 QR0257.adjusted by the NATIONAL GEODETIC SURVEY
 QR0257.in June 1991.
 QR0257
 QR0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0257.GEOID18 height accuracy estimate available here.
 QR0257
 QR0257.Click photographs - Photos may exist for this station.
 QR0257
 QR0257.The dynamic height is computed by dividing the NAVD 88
 QR0257.geopotential number by the normal gravity value computed on the
 QR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0257.degrees latitude (g = 980.6199 gals.).
 QR0257
 QR0257.The modeled gravity was interpolated from observed gravity values.
 QR0257
 QR0257;                    North         East    Units  Estimated Accuracy
 QR0257;SPC SD N     -   180,080.      627,180.      MT  (+/- 180 meters Scaled)
 QR0257
 QR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR489335(NAD 83)
 QR0257
 QR0257                          SUPERSEDED SURVEY CONTROL
 QR0257
 QR0257  NGVD 29 (??/??/92)  609.60   (m)         2000.0    (f) COMPUTED    1 2
 QR0257
 QR0257.Superseded values are not recommended for survey control.
 QR0257
 QR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0257.See file dsdata.pdf to determine how the superseded data were derived.
 QR0257
 QR0257_MARKER: DB = BENCH MARK DISK
 QR0257_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QR0257+WITH SETTING: PAVEMENT
 QR0257_SP_SET: WATER TOWER BASE
 QR0257_STAMPING: H 27 1934
 QR0257_MARK LOGO: CGS
 QR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0257+STABILITY: SURFACE MOTION
 QR0257
 QR0257  HISTORY     - Date     Condition        Report By
 QR0257  HISTORY     - 1934     MONUMENTED       CGS
 QR0257  HISTORY     - 1939     POOR             CGS
 QR0257
 QR0257                          STATION DESCRIPTION
 QR0257
 QR0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0257'AT BOWDLE.
 QR0257'AT BOWDLE, IN CENTER CONCRETE FOUNDATION OF CITY WATER TOWER, MARK
 QR0257'IS ON NW SIDE OF FOUNDATION.
 QR0257
 QR0257                          STATION RECOVERY (1939)
 QR0257
 QR0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 QR0257'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0258 ***********************************************************************
 QR0258  DESIGNATION -  H 27 RESET
 QR0258  PID         -  QR0258
 QR0258  STATE/COUNTY-  SD/EDMUNDS
 QR0258  COUNTRY     -  US
 QR0258  USGS QUAD   -  BOWDLE (2017)
 QR0258
 QR0258                         *CURRENT SURVEY CONTROL
 QR0258  ______________________________________________________________________
 QR0258* NAD 83(1986) POSITION- 45 27 11.     (N) 099 39 10.     (W)   SCALED
 QR0258* NAVD 88 ORTHO HEIGHT -   610.140 (meters)     2001.77  (feet) ADJUSTED
 QR0258  ______________________________________________________________________
 QR0258  GEOID HEIGHT    -        -22.731 (meters)                     GEOID18
 QR0258  DYNAMIC HEIGHT  -        610.072 (meters)     2001.54  (feet) COMP
 QR0258  MODELED GRAVITY -    980,483.7   (mgal)                       NAVD 88
 QR0258
 QR0258  VERT ORDER      -  FIRST     CLASS II
 QR0258
 QR0258.The horizontal coordinates were scaled from a map and have
 QR0258.an estimated accuracy of +/- 6 seconds.
 QR0258
 QR0258.The orthometric height was determined by differential leveling and
 QR0258.adjusted by the NATIONAL GEODETIC SURVEY
 QR0258.in July 1998.
 QR0258
 QR0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0258.GEOID18 height accuracy estimate available here.
 QR0258
 QR0258.Click photographs - Photos may exist for this station.
 QR0258
 QR0258.The dynamic height is computed by dividing the NAVD 88
 QR0258.geopotential number by the normal gravity value computed on the
 QR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0258.degrees latitude (g = 980.6199 gals.).
 QR0258
 QR0258.The modeled gravity was interpolated from observed gravity values.
 QR0258
 QR0258;                    North         East    Units  Estimated Accuracy
 QR0258;SPC SD N     -   180,050.      627,160.      MT  (+/- 180 meters Scaled)
 QR0258
 QR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR489334(NAD 83)
 QR0258
 QR0258                          SUPERSEDED SURVEY CONTROL
 QR0258
 QR0258  NAVD 88 (04/17/07)  610.038  (m)         2001.43   (f) SUPERSEDED  3 0
 QR0258
 QR0258.Superseded values are not recommended for survey control.
 QR0258
 QR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0258.See file dsdata.pdf to determine how the superseded data were derived.
 QR0258
 QR0258_MARKER: DB = BENCH MARK DISK
 QR0258_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QR0258_SP_SET: FOOTING
 QR0258_STAMPING: H 27 1934 RESET 1939
 QR0258_MARK LOGO: CGS
 QR0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0258+STABILITY: SURFACE MOTION
 QR0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0258+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 QR0258
 QR0258  HISTORY     - Date     Condition        Report By
 QR0258  HISTORY     - 1939     MONUMENTED       CGS
 QR0258  HISTORY     - 19970313 GOOD             NGS
 QR0258
 QR0258                          STATION DESCRIPTION
 QR0258
 QR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 QR0258'AT BOWDLE.
 QR0258'AT BOWDLE, EDMUNDS COUNTY, AT THE CITY WATER TANK, SET IN THE
 QR0258'PILLAR OF THE TOWER.  A STANDARD DISK, STAMPED H 27 1939.
 QR0258
 QR0258                          STATION RECOVERY (1997)
 QR0258
 QR0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0258'IN BOWDLE, AT THE INTERSECTION OF MAIN STREET AND 2ND AVENUE, NEAR THE
 QR0258'WEST CORNER OF THE CONCRETE FOOTING FOR THE SOUTHEAST LEG OF THE CITY
 QR0258'WATER TANK, 26.0 M (85.3 FT) NORTH OF THE STREET CENTER, 18.6 M (61.0
 QR0258'FT) WEST OF THE AVENUE CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 QR0258'THE AVENUE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0098 ***********************************************************************
 QS0098  DESIGNATION -  H 28
 QS0098  PID         -  QS0098
 QS0098  STATE/COUNTY-  SD/WALWORTH
 QS0098  COUNTRY     -  US
 QS0098  USGS QUAD   -  MOBRIDGE (2017)
 QS0098
 QS0098                         *CURRENT SURVEY CONTROL
 QS0098  ______________________________________________________________________
 QS0098* NAD 83(1986) POSITION- 45 32 04.     (N) 100 26 05.     (W)   SCALED
 QS0098* NAVD 88 ORTHO HEIGHT -   507.909 (meters)     1666.36  (feet) ADJUSTED
 QS0098  ______________________________________________________________________
 QS0098  GEOID HEIGHT    -        -21.836 (meters)                     GEOID18
 QS0098  DYNAMIC HEIGHT  -        507.865 (meters)     1666.22  (feet) COMP
 QS0098  MODELED GRAVITY -    980,514.6   (mgal)                       NAVD 88
 QS0098
 QS0098  VERT ORDER      -  FIRST     CLASS II
 QS0098
 QS0098.The horizontal coordinates were scaled from a map and have
 QS0098.an estimated accuracy of +/- 6 seconds.
 QS0098
 QS0098.The orthometric height was determined by differential leveling and
 QS0098.adjusted by the NATIONAL GEODETIC SURVEY
 QS0098.in July 1998.
 QS0098
 QS0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0098.GEOID18 height accuracy estimate available here.
 QS0098
 QS0098.Click photographs - Photos may exist for this station.
 QS0098
 QS0098.The dynamic height is computed by dividing the NAVD 88
 QS0098.geopotential number by the normal gravity value computed on the
 QS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0098.degrees latitude (g = 980.6199 gals.).
 QS0098
 QS0098.The modeled gravity was interpolated from observed gravity values.
 QS0098
 QS0098;                    North         East    Units  Estimated Accuracy
 QS0098;SPC SD N     -   189,130.      566,050.      MT  (+/- 180 meters Scaled)
 QS0098
 QS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR879433(NAD 83)
 QS0098
 QS0098                          SUPERSEDED SURVEY CONTROL
 QS0098
 QS0098  NAVD 88 (06/15/91)  507.918  (m)         1666.39   (f) SUPERSEDED  1 2
 QS0098  NGVD 29 (??/??/92)  507.565  (m)         1665.24   (f) ADJ UNCH    1 2
 QS0098
 QS0098.Superseded values are not recommended for survey control.
 QS0098
 QS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0098.See file dsdata.pdf to determine how the superseded data were derived.
 QS0098
 QS0098_MARKER: DB = BENCH MARK DISK
 QS0098_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QS0098_SP_SET: FOOTING
 QS0098_STAMPING: H 28 1934
 QS0098_MARK LOGO: CGS
 QS0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0098+STABILITY: SURFACE MOTION
 QS0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0098+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1999
 QS0098
 QS0098  HISTORY     - Date     Condition        Report By
 QS0098  HISTORY     - 1934     MONUMENTED       CGS
 QS0098  HISTORY     - 1953     GOOD             CGS
 QS0098  HISTORY     - 19971103 GOOD             NGS
 QS0098  HISTORY     - 19990624 GOOD             NGS
 QS0098
 QS0098                          STATION DESCRIPTION
 QS0098
 QS0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QS0098'AT MOBRIDGE.
 QS0098'AT MOBRIDGE, WALWORTH COUNTY, AT THE CITY WATER TANK, AND IN THE
 QS0098'TOP OF THE CONCRETE FOUNDATION OF THE LARGE CIRCULAR PIPE IN THE
 QS0098'CENTER OF THE TANK.  A STANDARD DISK, STAMPED H 28 1934.
 QS0098
 QS0098                          STATION RECOVERY (1997)
 QS0098
 QS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0098'IN MOBRIDGE, AT THE INTERSECTION OF EAST 2ND STREET AND EAST 1ST
 QS0098'AVENUE, IN THE CONCRETE FOOTING FOR THE CENTER RISER OF THE CITY WATER
 QS0098'TANK, 45.5 M (149.3 FT) EAST OF THE AVENUE CENTER, 17.8 M (58.4 FT)
 QS0098'SOUTH OF THE STREET CENTER, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 QS0098'STREET.
 QS0098
 QS0098                          STATION RECOVERY (1999)
 QS0098
 QS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0098'IN MOBRIDGE, AT THE INTERSECTION OF EAST 2ND STREET AND EAST 1ST
 QS0098'AVENUE, IN THE CONCRETE FOOTING FOR THE CENTER RISER OF THE CITY WATER
 QS0098'TANK, 45.5 M (149.3 FT) EAST OF THE AVENUE CENTER, 17.8 M (58.4 FT)
 QS0098'SOUTH OF THE STREET CENTER, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 QS0098'STREET.  NOTE--THE MONUMENT IS ON CITY PROPERTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0005 ***********************************************************************
 QT0005  DESIGNATION -  H 29
 QT0005  PID         -  QT0005
 QT0005  STATE/COUNTY-  SD/PERKINS
 QT0005  COUNTRY     -  US
 QT0005  USGS QUAD   -  BISON (2017)
 QT0005
 QT0005                         *CURRENT SURVEY CONTROL
 QT0005  ______________________________________________________________________
 QT0005* NAD 83(1986) POSITION- 45 31 54.     (N) 102 23 44.     (W)   SCALED
 QT0005* NAVD 88 ORTHO HEIGHT -   832.433 (meters)     2731.07  (feet) ADJUSTED
 QT0005  ______________________________________________________________________
 QT0005  GEOID HEIGHT    -        -18.323 (meters)                     GEOID18
 QT0005  DYNAMIC HEIGHT  -        832.302 (meters)     2730.64  (feet) COMP
 QT0005  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 QT0005
 QT0005  VERT ORDER      -  FIRST     CLASS II
 QT0005
 QT0005.The horizontal coordinates were scaled from a map and have
 QT0005.an estimated accuracy of +/- 6 seconds.
 QT0005
 QT0005.The orthometric height was determined by differential leveling and
 QT0005.adjusted by the NATIONAL GEODETIC SURVEY
 QT0005.in April 2000.
 QT0005
 QT0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0005.GEOID18 height accuracy estimate available here.
 QT0005
 QT0005.Click photographs - Photos may exist for this station.
 QT0005
 QT0005.The dynamic height is computed by dividing the NAVD 88
 QT0005.geopotential number by the normal gravity value computed on the
 QT0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0005.degrees latitude (g = 980.6199 gals.).
 QT0005
 QT0005.The modeled gravity was interpolated from observed gravity values.
 QT0005
 QT0005;                    North         East    Units  Estimated Accuracy
 QT0005;SPC SD N     -   191,500.      412,910.      MT  (+/- 180 meters Scaled)
 QT0005
 QT0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL033453(NAD 83)
 QT0005
 QT0005                          SUPERSEDED SURVEY CONTROL
 QT0005
 QT0005  NAVD 88 (06/15/91)  832.452  (m)         2731.14   (f) SUPERSEDED  1 2
 QT0005  NGVD 29 (??/??/92)  832.001  (m)         2729.66   (f) ADJ UNCH    1 2
 QT0005
 QT0005.Superseded values are not recommended for survey control.
 QT0005
 QT0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0005.See file dsdata.pdf to determine how the superseded data were derived.
 QT0005
 QT0005_MARKER: DB = BENCH MARK DISK
 QT0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0005_STAMPING: H 29 1934
 QT0005_MARK LOGO: CGS
 QT0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0005+STABILITY: SURFACE MOTION
 QT0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0005+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0005
 QT0005  HISTORY     - Date     Condition        Report By
 QT0005  HISTORY     - 1934     MONUMENTED       CGS
 QT0005  HISTORY     - 1954     MARK NOT FOUND   USGS
 QT0005  HISTORY     - 19990527 GOOD             NGS
 QT0005
 QT0005                          STATION DESCRIPTION
 QT0005
 QT0005'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QT0005'4.2 MI E FROM BISON.
 QT0005'4.2 MILES EAST ALONG STATE HIGHWAY 8 FROM BISON, PERKINS COUNTY, 42
 QT0005'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT AN L-ANGLE
 QT0005'IN THE FENCE, AND 4 FEET SOUTHWEST OF THE NORTHWEST-AND-SOUTHEAST
 QT0005'FENCE.  A STANDARD DISK, STAMPED H 29 1934 AND SET IN THE TOP
 QT0005'OF A CONCRETE POST.
 QT0005
 QT0005                          STATION RECOVERY (1999)
 QT0005
 QT0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0005'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 QT0005'BISON, THENCE 5.8 KM (3.60 MI) EASTERLY ALONG STATE HIGHWAY 20, 434.3
 QT0005'M (1424.9 FT) EAST OF MILEPOST 86, 13.1 M (43.0 FT) NORTH OF THE
 QT0005'HIGHWAY CENTERLINE, 2.5 M (8.2 FT) NORTH OF A WITNESS POST AND FENCE,
 QT0005'1.3 M (4.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 QT0005'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 QT0005'MONUMENT IS ON PROPERTY OWNED BY LESLIE JOHNSON, BOX 900, BISON, SD
 QT0005'57620.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0301 ***********************************************************************
 QR0301  DESIGNATION -  H 295
 QR0301  PID         -  QR0301
 QR0301  STATE/COUNTY-  SD/WALWORTH
 QR0301  COUNTRY     -  US
 QR0301  USGS QUAD   -  LOWRY (2017)
 QR0301
 QR0301                         *CURRENT SURVEY CONTROL
 QR0301  ______________________________________________________________________
 QR0301* NAD 83(1986) POSITION- 45 15 07.     (N) 099 58 32.     (W)   SCALED
 QR0301* NAVD 88 ORTHO HEIGHT -   646.414 (meters)     2120.78  (feet) ADJUSTED
 QR0301  ______________________________________________________________________
 QR0301  GEOID HEIGHT    -        -22.308 (meters)                     GEOID18
 QR0301  DYNAMIC HEIGHT  -        646.328 (meters)     2120.49  (feet) COMP
 QR0301  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 QR0301
 QR0301  VERT ORDER      -  SECOND    CLASS 0
 QR0301
 QR0301.The horizontal coordinates were scaled from a map and have
 QR0301.an estimated accuracy of +/- 6 seconds.
 QR0301
 QR0301.The orthometric height was determined by differential leveling and
 QR0301.adjusted by the NATIONAL GEODETIC SURVEY
 QR0301.in June 1991.
 QR0301
 QR0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0301.GEOID18 height accuracy estimate available here.
 QR0301
 QR0301.Click photographs - Photos may exist for this station.
 QR0301
 QR0301.The dynamic height is computed by dividing the NAVD 88
 QR0301.geopotential number by the normal gravity value computed on the
 QR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0301.degrees latitude (g = 980.6199 gals.).
 QR0301
 QR0301.The modeled gravity was interpolated from observed gravity values.
 QR0301
 QR0301;                    North         East    Units  Estimated Accuracy
 QR0301;SPC SD N     -   157,640.      601,920.      MT  (+/- 180 meters Scaled)
 QR0301
 QR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR234114(NAD 83)
 QR0301
 QR0301                          SUPERSEDED SURVEY CONTROL
 QR0301
 QR0301  NGVD 29 (??/??/92)  646.036  (m)         2119.54   (f) ADJ UNCH    2 0
 QR0301
 QR0301.Superseded values are not recommended for survey control.
 QR0301
 QR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0301.See file dsdata.pdf to determine how the superseded data were derived.
 QR0301
 QR0301_MARKER: DB = BENCH MARK DISK
 QR0301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0301_SP_SET: CULVERT HEADWALL
 QR0301_STAMPING: H 295 1940
 QR0301_MARK LOGO: CGS
 QR0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0301+STABILITY: SURFACE MOTION
 QR0301
 QR0301  HISTORY     - Date     Condition        Report By
 QR0301  HISTORY     - 1940     MONUMENTED       CGS
 QR0301  HISTORY     - 1968     MARK NOT FOUND   USGS
 QR0301
 QR0301                          STATION DESCRIPTION
 QR0301
 QR0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0301'18.6 MI N FROM GETTYSBURG.
 QR0301'IN WALWORTH COUNTY, 18.6 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 QR0301'THE CITY WATER TOWER AT GETTYSBURG, POTTER COUNTY, 0.4 MILE
 QR0301'NORTH OF THE POINT WHERE THE HIGHWAY TURNS EAST ALONG THE
 QR0301'WALWORTH-POTTER COUNTY LINE, OPPOSITE A WINDMILL, AT A CULVERT,
 QR0301'IN THE TOP OF THE EAST CONCRETE HEADWALL, 15 FEET EAST OF THE
 QR0301'CENTERLINE OF THE HIGHWAY, AND 1.8 FEET SOUTH OF A WHITE WOODEN
 QR0301'WITNESS POST.  A STANDARD DISK, STAMPED H 295 1940.
 QR0301
 QR0301                          STATION RECOVERY (1968)
 QR0301
 QR0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QR0301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0173 ***********************************************************************
 PS0173  DESIGNATION -  H 296
 PS0173  PID         -  PS0173
 PS0173  STATE/COUNTY-  SD/BEADLE
 PS0173  COUNTRY     -  US
 PS0173  USGS QUAD   -  WESSINGTON (2017)
 PS0173
 PS0173                         *CURRENT SURVEY CONTROL
 PS0173  ______________________________________________________________________
 PS0173* NAD 83(1986) POSITION- 44 27 03.     (N) 098 40 54.     (W)   SCALED
 PS0173* NAVD 88 ORTHO HEIGHT -   431.633 (meters)     1416.12  (feet) ADJUSTED
 PS0173  ______________________________________________________________________
 PS0173  GEOID HEIGHT    -        -24.929 (meters)                     GEOID18
 PS0173  DYNAMIC HEIGHT  -        431.550 (meters)     1415.84  (feet) COMP
 PS0173  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 PS0173
 PS0173  VERT ORDER      -  FIRST     CLASS II
 PS0173
 PS0173.The horizontal coordinates were scaled from a map and have
 PS0173.an estimated accuracy of +/- 6 seconds.
 PS0173
 PS0173.The orthometric height was determined by differential leveling and
 PS0173.adjusted by the NATIONAL GEODETIC SURVEY
 PS0173.in October 1997.
 PS0173
 PS0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0173.GEOID18 height accuracy estimate available here.
 PS0173
 PS0173.Click photographs - Photos may exist for this station.
 PS0173
 PS0173.The dynamic height is computed by dividing the NAVD 88
 PS0173.geopotential number by the normal gravity value computed on the
 PS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0173.degrees latitude (g = 980.6199 gals.).
 PS0173
 PS0173.The modeled gravity was interpolated from observed gravity values.
 PS0173
 PS0173;                    North         East    Units  Estimated Accuracy
 PS0173;SPC SD N     -    69,470.      704,930.      MT  (+/- 180 meters Scaled)
 PS0173
 PS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ253219(NAD 83)
 PS0173
 PS0173                          SUPERSEDED SURVEY CONTROL
 PS0173
 PS0173  NAVD 88 (06/15/91)  431.553  (m)         1415.85   (f) SUPERSEDED  1 2
 PS0173  NGVD 29 (??/??/92)  431.239  (m)         1414.82   (f) ADJ UNCH    1 2
 PS0173
 PS0173.Superseded values are not recommended for survey control.
 PS0173
 PS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0173.See file dsdata.pdf to determine how the superseded data were derived.
 PS0173
 PS0173_MARKER: DB = BENCH MARK DISK
 PS0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0173_STAMPING: H 296 1940
 PS0173_MARK LOGO: CGS
 PS0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0173+STABILITY: SURFACE MOTION
 PS0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0173+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0173
 PS0173  HISTORY     - Date     Condition        Report By
 PS0173  HISTORY     - 1940     MONUMENTED       CGS
 PS0173  HISTORY     - 19941101 GOOD             NGS
 PS0173
 PS0173                          STATION DESCRIPTION
 PS0173
 PS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0173'1 MI E FROM WESSINGTON.
 PS0173'1.0 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0173'THE STATION AT WESSINGTON, BEADLE COUNTY, AT A SECTION-LINE ROAD
 PS0173'CROSSING, 96.5 FEET SOUTH OF THE SOUTH RAIL, 53.0 FEET EAST OF THE
 PS0173'CENTER LINE OF THE ROAD, AND 0.3 FOOT EAST OF A WHITE REFERENCE
 PS0173'POST.  A STANDARD DISK, STAMPED H 296 1940 AND SET IN THE TOP
 PS0173'OF A CONCRETE POST.
 PS0173
 PS0173                          STATION RECOVERY (1994)
 PS0173
 PS0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0173'26.2 KM (16.25 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0173'IN MILLER, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0173'29.0 M (95.1 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0173'EASTERN RAILROAD, 15.0 M (49.2 FT) EAST OF THE ROAD CENTER, 0.4 M (1.3
 PS0173'FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS
 PS0173'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PS0173'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0954 ***********************************************************************
 QS0954  DESIGNATION -  H 298 RESET
 QS0954  PID         -  QS0954
 QS0954  STATE/COUNTY-  SD/CORSON
 QS0954  COUNTRY     -  US
 QS0954  USGS QUAD   -  MAPLE LEAF (2017)
 QS0954
 QS0954                         *CURRENT SURVEY CONTROL
 QS0954  ______________________________________________________________________
 QS0954* NAD 83(1986) POSITION- 45 52 41.     (N) 100 59 15.     (W)   SCALED
 QS0954* NAVD 88 ORTHO HEIGHT -   653.82  (meters)     2145.1   (feet) RESET
 QS0954  ______________________________________________________________________
 QS0954  GEOID HEIGHT    -        -20.990 (meters)                     GEOID18
 QS0954  VERT ORDER      -  THIRD
 QS0954
 QS0954.The horizontal coordinates were scaled from a map and have
 QS0954.an estimated accuracy of +/- 6 seconds.
 QS0954
 QS0954.The orthometric height was computed from unverified reset data.
 QS0954
 QS0954.No vertical observational check was made to the station.
 QS0954
 QS0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0954.GEOID18 height accuracy estimate available here.
 QS0954
 QS0954.Click photographs - Photos may exist for this station.
 QS0954
 QS0954;                    North         East    Units  Estimated Accuracy
 QS0954;SPC SD N     -   227,700.      523,340.      MT  (+/- 180 meters Scaled)
 QS0954
 QS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR457824(NAD 83)
 QS0954
 QS0954                          SUPERSEDED SURVEY CONTROL
 QS0954
 QS0954  NGVD 29 (04/17/07)  653.36   (m)         2143.6    (f) RESET       3  
 QS0954
 QS0954.Superseded values are not recommended for survey control.
 QS0954
 QS0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0954.See file dsdata.pdf to determine how the superseded data were derived.
 QS0954
 QS0954_MARKER: DV = VERTICAL CONTROL DISK
 QS0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0954_STAMPING: H 298 RESET 1990
 QS0954_MARK LOGO: NGS
 QS0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0954+STABILITY: SURFACE MOTION
 QS0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0954+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QS0954
 QS0954  HISTORY     - Date     Condition        Report By
 QS0954  HISTORY     - 1990     MONUMENTED       NGS
 QS0954
 QS0954                          STATION DESCRIPTION
 QS0954
 QS0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QS0954'16.4 KM (10.2 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FR0M ITS JUNCTION
 QS0954'WITH STATE HIGHWAY 63 (THE ABANDONED TRAIN STATION IS IN THE
 QS0954'NORTHEAST ANGLE OF THIS INTERSECTION) IN MCLAUGHLIN, 33.53 M
 QS0954'(110.01 FT) EAST FROM THE CENTER OF AN APPROACH, 30.33 M (99.51 FT)
 QS0954'SOUTH FROM THE CENTER OF U.S. HIGHWAY 12, 0.3 M (1.0 FT) NORTH FROM A
 QS0954'WITNESS POST AND 0.3 KM (0.2 MI) WEST FROM A PRIVATE DRIVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0041 ***********************************************************************
 OS0041  DESIGNATION -  H 299
 OS0041  PID         -  OS0041
 OS0041  STATE/COUNTY-  SD/LYMAN
 OS0041  COUNTRY     -  US
 OS0041  USGS QUAD   -  PRESHO (2017)
 OS0041
 OS0041                         *CURRENT SURVEY CONTROL
 OS0041  ______________________________________________________________________
 OS0041* NAD 83(1986) POSITION- 43 54 39.     (N) 100 02 13.     (W)   SCALED
 OS0041* NAVD 88 ORTHO HEIGHT -   539.111 (meters)     1768.73  (feet) ADJUSTED
 OS0041  ______________________________________________________________________
 OS0041  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 OS0041  DYNAMIC HEIGHT  -        538.950 (meters)     1768.21  (feet) COMP
 OS0041  MODELED GRAVITY -    980,303.9   (mgal)                       NAVD 88
 OS0041
 OS0041  VERT ORDER      -  SECOND    CLASS 0
 OS0041
 OS0041.The horizontal coordinates were scaled from a map and have
 OS0041.an estimated accuracy of +/- 6 seconds.
 OS0041
 OS0041.The orthometric height was determined by differential leveling and
 OS0041.adjusted by the NATIONAL GEODETIC SURVEY
 OS0041.in June 1991.
 OS0041
 OS0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0041.GEOID18 height accuracy estimate available here.
 OS0041
 OS0041.Click photographs - Photos may exist for this station.
 OS0041
 OS0041.The dynamic height is computed by dividing the NAVD 88
 OS0041.geopotential number by the normal gravity value computed on the
 OS0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0041.degrees latitude (g = 980.6199 gals.).
 OS0041
 OS0041.The modeled gravity was interpolated from observed gravity values.
 OS0041
 OS0041;                    North         East    Units  Estimated Accuracy
 OS0041;SPC SD S     -   175,290.      623,810.      MT  (+/- 180 meters Scaled)
 OS0041
 OS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP167624(NAD 83)
 OS0041
 OS0041                          SUPERSEDED SURVEY CONTROL
 OS0041
 OS0041  NGVD 29 (??/??/92)  538.713  (m)         1767.43   (f) ADJ UNCH    2 0
 OS0041
 OS0041.Superseded values are not recommended for survey control.
 OS0041
 OS0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0041.See file dsdata.pdf to determine how the superseded data were derived.
 OS0041
 OS0041_MARKER: DB = BENCH MARK DISK
 OS0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0041_STAMPING: H 299 1940
 OS0041_MARK LOGO: CGS
 OS0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0041+STABILITY: SURFACE MOTION
 OS0041
 OS0041  HISTORY     - Date     Condition        Report By
 OS0041  HISTORY     - 1940     MONUMENTED       CGS
 OS0041  HISTORY     - 1975     MARK NOT FOUND   USGS
 OS0041
 OS0041                          STATION DESCRIPTION
 OS0041
 OS0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0041'1.3 MI E FROM PRESHO.
 OS0041'1.3 MILES EAST ALONG THE C. M. ST. PAUL AND PACIFIC RAILROAD
 OS0041'FROM THE STATION AT PRESHO, 1 POLE WEST OF MILE-POST 480, 37
 OS0041'FEET SOUTH OF THE CENTER-LINE OF THE TRACK, 8 FEET NORTH OF THE
 OS0041'R/W FENCE, 4 FEET WEST OF A TELEGRAPH POLE, IN LINE WITH THE
 OS0041'POLES, 1 FOOT EAST OF A WHITE MARKER STENCILED U.S.B.M.  A
 OS0041'STANDARD DISK STAMPED H-299 1940 AND SET IN A POST 0.4 FEET HIGH.
 OS0041
 OS0041                          STATION RECOVERY (1975)
 OS0041
 OS0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OS0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0911 ***********************************************************************
 PU0911  DESIGNATION -  H 3 B 1
 PU0911  PID         -  PU0911
 PU0911  STATE/COUNTY-  SD/MEADE
 PU0911  COUNTRY     -  US
 PU0911  USGS QUAD   -  UNION CENTER (2017)
 PU0911
 PU0911                         *CURRENT SURVEY CONTROL
 PU0911  ______________________________________________________________________
 PU0911* NAD 83(1986) POSITION- 44 33 24.     (N) 102 37 38.     (W)   SCALED
 PU0911* NAVD 88 ORTHO HEIGHT -   882.136 (meters)     2894.14  (feet) ADJUSTED
 PU0911  ______________________________________________________________________
 PU0911  GEOID HEIGHT    -        -18.287 (meters)                     GEOID18
 PU0911  DYNAMIC HEIGHT  -        881.886 (meters)     2893.32  (feet) COMP
 PU0911  MODELED GRAVITY -    980,305.3   (mgal)                       NAVD 88
 PU0911
 PU0911  VERT ORDER      -  SECOND    CLASS 0
 PU0911
 PU0911.The horizontal coordinates were scaled from a map and have
 PU0911.an estimated accuracy of +/- 6 seconds.
 PU0911
 PU0911.The orthometric height was determined by differential leveling and
 PU0911.adjusted by the NATIONAL GEODETIC SURVEY
 PU0911.in June 1991.
 PU0911
 PU0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0911.GEOID18 height accuracy estimate available here.
 PU0911
 PU0911.Click photographs - Photos may exist for this station.
 PU0911
 PU0911.The dynamic height is computed by dividing the NAVD 88
 PU0911.geopotential number by the normal gravity value computed on the
 PU0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0911.degrees latitude (g = 980.6199 gals.).
 PU0911
 PU0911.The modeled gravity was interpolated from observed gravity values.
 PU0911
 PU0911;                    North         East    Units  Estimated Accuracy
 PU0911;SPC SD N     -    83,770.      391,300.      MT  (+/- 180 meters Scaled)
 PU0911
 PU0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK884364(NAD 83)
 PU0911
 PU0911                          SUPERSEDED SURVEY CONTROL
 PU0911
 PU0911  NGVD 29 (??/??/92)  881.65   (m)         2892.5    (f) COMPUTED    2 0
 PU0911
 PU0911.Superseded values are not recommended for survey control.
 PU0911
 PU0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0911.See file dsdata.pdf to determine how the superseded data were derived.
 PU0911
 PU0911_MARKER: Z = SEE DESCRIPTION
 PU0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0911_SP_SET: PIER
 PU0911_STAMPING: H 3 B 1
 PU0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0911
 PU0911  HISTORY     - Date     Condition        Report By
 PU0911  HISTORY     - UNK      MONUMENTED       USAF
 PU0911  HISTORY     - 1962     GOOD             CGS
 PU0911
 PU0911                          STATION DESCRIPTION
 PU0911
 PU0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0911'2.4 MI E FROM UNION CENTER.
 PU0911'2.15 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0911'CENTER, THENCE 0.2 MILE SOUTH ALONG A POWER LINE, 0.05 MILE EAST
 PU0911'OF THE POWER LINE, THE CENTER OF A TRIBRACH MOUNTED ON THE TOP OF
 PU0911'AN 18-INCH CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0469 ***********************************************************************
 QS0469  DESIGNATION -  H 30
 QS0469  PID         -  QS0469
 QS0469  STATE/COUNTY-  SD/DEWEY
 QS0469  COUNTRY     -  US
 QS0469  USGS QUAD   -  TIMBER LAKE (2017)
 QS0469
 QS0469                         *CURRENT SURVEY CONTROL
 QS0469  ______________________________________________________________________
 QS0469* NAD 83(1986) POSITION- 45 26 00.     (N) 101 02 26.     (W)   SCALED
 QS0469* NAVD 88 ORTHO HEIGHT -   658.423 (meters)     2160.18  (feet) ADJUSTED
 QS0469  ______________________________________________________________________
 QS0469  GEOID HEIGHT    -        -21.221 (meters)                     GEOID18
 QS0469  DYNAMIC HEIGHT  -        658.330 (meters)     2159.87  (feet) COMP
 QS0469  MODELED GRAVITY -    980,454.9   (mgal)                       NAVD 88
 QS0469
 QS0469  VERT ORDER      -  FIRST     CLASS II
 QS0469
 QS0469.The horizontal coordinates were scaled from a map and have
 QS0469.an estimated accuracy of +/- 6 seconds.
 QS0469
 QS0469.The orthometric height was determined by differential leveling and
 QS0469.adjusted by the NATIONAL GEODETIC SURVEY
 QS0469.in June 1991.
 QS0469
 QS0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0469.GEOID18 height accuracy estimate available here.
 QS0469
 QS0469.Click photographs - Photos may exist for this station.
 QS0469
 QS0469.The dynamic height is computed by dividing the NAVD 88
 QS0469.geopotential number by the normal gravity value computed on the
 QS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0469.degrees latitude (g = 980.6199 gals.).
 QS0469
 QS0469.The modeled gravity was interpolated from observed gravity values.
 QS0469
 QS0469;                    North         East    Units  Estimated Accuracy
 QS0469;SPC SD N     -   178,320.      518,580.      MT  (+/- 180 meters Scaled)
 QS0469
 QS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR403331(NAD 83)
 QS0469
 QS0469                          SUPERSEDED SURVEY CONTROL
 QS0469
 QS0469  NGVD 29 (??/??/92)  657.993  (m)         2158.77   (f) ADJ UNCH    1 2
 QS0469
 QS0469.Superseded values are not recommended for survey control.
 QS0469
 QS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0469.See file dsdata.pdf to determine how the superseded data were derived.
 QS0469
 QS0469_MARKER: DB = BENCH MARK DISK
 QS0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0469_STAMPING: H 30 1934
 QS0469_MARK LOGO: CGS
 QS0469_PROJECTION: FLUSH
 QS0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0469+STABILITY: SURFACE MOTION
 QS0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0469+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0469
 QS0469  HISTORY     - Date     Condition        Report By
 QS0469  HISTORY     - 1934     MONUMENTED       CGS
 QS0469  HISTORY     - 19950101 GOOD             SDDENR
 QS0469  HISTORY     - 19990623 GOOD             NGS
 QS0469
 QS0469                          STATION DESCRIPTION
 QS0469
 QS0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0469'1.8 MI E FROM TIMBER LAKE.
 QS0469'ABOUT 1.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0469'AND PACIFIC RAILROAD FROM TIMBER LAKE, DEWEY COUNTY, ABOUT 32
 QS0469'YARDS NORTH OF MILEPOST 38, ABOUT 125 YARDS WEST OF A ROAD
 QS0469'CROSSING, AND ABOUT 16 YARDS NORTH OF THE CENTER LINE OF THE
 QS0469'TRACK.  A STANDARD DISK, STAMPED H 30 1934 AND SET IN THE TOP
 QS0469'OF A CONCRETE POST.
 QS0469
 QS0469                          STATION RECOVERY (1995)
 QS0469
 QS0469'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QS0469'FOUND IN GOOD CONDITION.  THE TRACKS HAVE BEEN REMOVED, BUT THE RR
 QS0469'GRADE IS STILL PRESENT.
 QS0469
 QS0469                          STATION RECOVERY (1999)
 QS0469
 QS0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0469'2.8 KM (1.75 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 QS0469'IN TIMBER LAKE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A GRAVELED
 QS0469'ROAD, 109.7 M (359.9 FT) WEST OF THE ROAD CENTER, 15.1 M (49.5 FT)
 QS0469'NORTH OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED), 13.8 M (45.3
 QS0469'FT) NORTH OF A FENCE CORNER, 1.6 M (5.2 FT) SOUTHEAST OF A FENCE
 QS0469'CORNER, 1.4 M (4.6 FT) EAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 QS0469'OF THE RAILROAD GRADE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QS0469'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ROD ENRIGHT, BOX
 QS0469'299, TIMBER LAKE, SD 57656.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0490 ***********************************************************************
 OR0490  DESIGNATION -  H 300
 OR0490  PID         -  OR0490
 OR0490  STATE/COUNTY-  SD/BRULE
 OR0490  COUNTRY     -  US
 OR0490  USGS QUAD   -  RED LAKE WEST (2017)
 OR0490
 OR0490                         *CURRENT SURVEY CONTROL
 OR0490  ______________________________________________________________________
 OR0490* NAD 83(1986) POSITION- 43 42 09.     (N) 099 18 42.     (W)   SCALED
 OR0490* NAVD 88 ORTHO HEIGHT -   495.218 (meters)     1624.73  (feet) ADJUSTED
 OR0490  ______________________________________________________________________
 OR0490  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 OR0490  DYNAMIC HEIGHT  -        495.074 (meters)     1624.26  (feet) COMP
 OR0490  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 OR0490
 OR0490  VERT ORDER      -  SECOND    CLASS 0
 OR0490
 OR0490.The horizontal coordinates were scaled from a map and have
 OR0490.an estimated accuracy of +/- 6 seconds.
 OR0490
 OR0490.The orthometric height was determined by differential leveling and
 OR0490.adjusted by the NATIONAL GEODETIC SURVEY
 OR0490.in June 1991.
 OR0490
 OR0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0490.GEOID18 height accuracy estimate available here.
 OR0490
 OR0490.Click photographs - Photos may exist for this station.
 OR0490
 OR0490.The dynamic height is computed by dividing the NAVD 88
 OR0490.geopotential number by the normal gravity value computed on the
 OR0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0490.degrees latitude (g = 980.6199 gals.).
 OR0490
 OR0490.The modeled gravity was interpolated from observed gravity values.
 OR0490
 OR0490;                    North         East    Units  Estimated Accuracy
 OR0490;SPC SD S     -   152,610.      682,340.      MT  (+/- 180 meters Scaled)
 OR0490
 OR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748388(NAD 83)
 OR0490
 OR0490                          SUPERSEDED SURVEY CONTROL
 OR0490
 OR0490  NGVD 29 (??/??/92)  494.874  (m)         1623.60   (f) ADJ UNCH    2 0
 OR0490
 OR0490.Superseded values are not recommended for survey control.
 OR0490
 OR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0490.See file dsdata.pdf to determine how the superseded data were derived.
 OR0490
 OR0490_MARKER: DB = BENCH MARK DISK
 OR0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0490_STAMPING: H 300 1945
 OR0490_MARK LOGO: CGS
 OR0490_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0490+STABILITY: SURFACE MOTION
 OR0490
 OR0490  HISTORY     - Date     Condition        Report By
 OR0490  HISTORY     - 1945     MONUMENTED       CGS
 OR0490  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0490
 OR0490                          STATION DESCRIPTION
 OR0490
 OR0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0490'7.9 MI SE FROM CHAMBERLAIN.
 OR0490'7.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0490'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0490'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0490'THENCE 5.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0490'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 36 FEET NORTH OF THE
 OR0490'CENTER LINE OF THE DIRT ROAD, 31 FEET WEST OF THE CENTER LINE
 OR0490'OF THE GRAVEL ROAD, 1.5 FEET EAST OF A FENCE CORNER, 3 FEET SOUTH
 OR0490'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 OR0490'GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0490'5 INCHES ABOVE GROUND.
 OR0490
 OR0490                          STATION RECOVERY (1974)
 OR0490
 OR0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0490'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0684 ***********************************************************************
 OR0684  DESIGNATION -  H 301
 OR0684  PID         -  OR0684
 OR0684  STATE/COUNTY-  SD/CHARLES MIX
 OR0684  COUNTRY     -  US
 OR0684  USGS QUAD   -  LUCAS NW (2017)
 OR0684
 OR0684                         *CURRENT SURVEY CONTROL
 OR0684  ______________________________________________________________________
 OR0684* NAD 83(1986) POSITION- 43 27 24.     (N) 099 08 07.     (W)   SCALED
 OR0684* NAVD 88 ORTHO HEIGHT -   545.459 (meters)     1789.56  (feet) ADJUSTED
 OR0684  ______________________________________________________________________
 OR0684  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 OR0684  DYNAMIC HEIGHT  -        545.277 (meters)     1788.96  (feet) COMP
 OR0684  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OR0684
 OR0684  VERT ORDER      -  SECOND    CLASS 0
 OR0684
 OR0684.The horizontal coordinates were scaled from a map and have
 OR0684.an estimated accuracy of +/- 6 seconds.
 OR0684
 OR0684.The orthometric height was determined by differential leveling and
 OR0684.adjusted by the NATIONAL GEODETIC SURVEY
 OR0684.in June 1991.
 OR0684
 OR0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0684.GEOID18 height accuracy estimate available here.
 OR0684
 OR0684.Click photographs - Photos may exist for this station.
 OR0684
 OR0684.The dynamic height is computed by dividing the NAVD 88
 OR0684.geopotential number by the normal gravity value computed on the
 OR0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0684.degrees latitude (g = 980.6199 gals.).
 OR0684
 OR0684.The modeled gravity was interpolated from observed gravity values.
 OR0684
 OR0684;                    North         East    Units  Estimated Accuracy
 OR0684;SPC SD S     -   125,490.      696,950.      MT  (+/- 180 meters Scaled)
 OR0684
 OR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP890115(NAD 83)
 OR0684
 OR0684                          SUPERSEDED SURVEY CONTROL
 OR0684
 OR0684  NGVD 29 (??/??/92)  545.104  (m)         1788.40   (f) ADJ UNCH    2 0
 OR0684
 OR0684.Superseded values are not recommended for survey control.
 OR0684
 OR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0684.See file dsdata.pdf to determine how the superseded data were derived.
 OR0684
 OR0684_MARKER: DB = BENCH MARK DISK
 OR0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0684_STAMPING: H 301 1945
 OR0684_MARK LOGO: CGS
 OR0684_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0684+STABILITY: SURFACE MOTION
 OR0684
 OR0684  HISTORY     - Date     Condition        Report By
 OR0684  HISTORY     - 1945     MONUMENTED       CGS
 OR0684  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0684
 OR0684                          STATION DESCRIPTION
 OR0684
 OR0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0684'2.6 MI W FROM ACADEMY.
 OR0684'2.6 MILES WEST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH MARK
 OR0684'MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH, THENCE
 OR0684'2.5 MILES WEST ALONG A GRAVEL ROAD.  IT IS IN A NORTH-AND-SOUTH
 OR0684'FENCE LINE, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9 FEET
 OR0684'SOUTH OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 OR0684'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 OR0684'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OR0684
 OR0684                          STATION RECOVERY (1971)
 OR0684
 OR0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0452 ***********************************************************************
 OR0452  DESIGNATION -  H 302
 OR0452  PID         -  OR0452
 OR0452  STATE/COUNTY-  SD/LYMAN
 OR0452  COUNTRY     -  US
 OR0452  USGS QUAD   -  OACOMA (2017)
 OR0452
 OR0452                         *CURRENT SURVEY CONTROL
 OR0452  ______________________________________________________________________
 OR0452* NAD 83(1986) POSITION- 43 46 11.50   (N) 099 26 37.37   (W)   HD_HELD1
 OR0452* NAVD 88 ORTHO HEIGHT -   507.761 (meters)     1665.88  (feet) ADJUSTED
 OR0452  ______________________________________________________________________
 OR0452  GEOID HEIGHT    -        -25.720 (meters)                     GEOID18
 OR0452  DYNAMIC HEIGHT  -        507.618 (meters)     1665.41  (feet) COMP
 OR0452  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 OR0452
 OR0452  VERT ORDER      -  SECOND    CLASS 0
 OR0452
 OR0452.The horizontal coordinates were determined by differentially corrected
 OR0452.hand held GPS observations or other comparable positioning techniques
 OR0452.and have an estimated accuracy of +/- 3 meters.
 OR0452
 OR0452.The orthometric height was determined by differential leveling and
 OR0452.adjusted by the NATIONAL GEODETIC SURVEY
 OR0452.in June 1991.
 OR0452
 OR0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0452.GEOID18 height accuracy estimate available here.
 OR0452
 OR0452.Click photographs - Photos may exist for this station.
 OR0452
 OR0452.The dynamic height is computed by dividing the NAVD 88
 OR0452.geopotential number by the normal gravity value computed on the
 OR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0452.degrees latitude (g = 980.6199 gals.).
 OR0452
 OR0452.The modeled gravity was interpolated from observed gravity values.
 OR0452
 OR0452;                    North         East    Units  Estimated Accuracy
 OR0452;SPC SD S     -   159,969.8     671,620.4     MT  (+/- 3 meters HH1 GPS) 
 OR0452
 OR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6428846407(NAD 83)
 OR0452
 OR0452                          SUPERSEDED SURVEY CONTROL
 OR0452
 OR0452  NGVD 29 (??/??/92)  507.428  (m)         1664.79   (f) ADJ UNCH    2 0
 OR0452
 OR0452.Superseded values are not recommended for survey control.
 OR0452
 OR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0452.See file dsdata.pdf to determine how the superseded data were derived.
 OR0452
 OR0452_MARKER: DB = BENCH MARK DISK
 OR0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0452_STAMPING: H 302 1945
 OR0452_MARK LOGO: CGS
 OR0452_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0452+STABILITY: SURFACE MOTION
 OR0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0452+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 OR0452
 OR0452  HISTORY     - Date     Condition        Report By
 OR0452  HISTORY     - 1945     MONUMENTED       CGS
 OR0452  HISTORY     - 1984     GOOD             NGS
 OR0452  HISTORY     - 20050713 GOOD             GEOCAC
 OR0452
 OR0452                          STATION DESCRIPTION
 OR0452
 OR0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0452'0.8 MI W FROM OACOMA.
 OR0452'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0452'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0452'AT OACOMA, LYMAN COUNTY, 3.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0452'47, 0.2 MILE NORTH OF AN EAST-WEST FENCE, 30 FEET EAST OF THE
 OR0452'CENTERLINE OF THE HIGHWAY, 19 FEET SOUTH OF A WIRE GATE, 1 FOOT
 OR0452'EAST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 OR0452'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 OR0452'H 302 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0452'4 INCHES ABOVE GROUND.
 OR0452
 OR0452                          STATION RECOVERY (1984)
 OR0452
 OR0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0452'0.15 KM (0.1 MI) NORTH ON ASPHALT ROAD, FROM EXIT 260 ON INTERSTATE
 OR0452'90 IN OACOMA, THENCE WEST 1.5 KM (0.95 MI) THENCE SOUTH AND WEST 2.7
 OR0452'KM (1.7 MI) TO A FORK, THENCE RIGHT, UPHILL, FOLLOWING MAIN ROAD 3.0
 OR0452'KM (1.9 MI) TO A ROAD RIGHT, THENCE STRAIGHT AHEAD, SOUTH, 1.8 KM
 OR0452'(1.1 MI) TO MARK ON LEFT, 9.1 M (30 FT) EAST OF THE CENTER OF THE
 OR0452'ROAD, 5.8 KM (19 FT) SOUTH OF A WIRE GATE AND 0.3 M (1 FT) EAST OF A
 OR0452'FENCE AND WITNESS POST.
 OR0452
 OR0452                          STATION RECOVERY (2005)
 OR0452
 OR0452'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR0452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0520 ***********************************************************************
 OR0520  DESIGNATION -  H 303
 OR0520  PID         -  OR0520
 OR0520  STATE/COUNTY-  SD/GREGORY
 OR0520  COUNTRY     -  US
 OR0520  USGS QUAD   -  GREGORY (2017)
 OR0520
 OR0520                         *CURRENT SURVEY CONTROL
 OR0520  ______________________________________________________________________
 OR0520* NAD 83(1986) POSITION- 43 14 06.     (N) 099 27 18.     (W)   SCALED
 OR0520* NAVD 88 ORTHO HEIGHT -   664.433 (meters)     2179.89  (feet) ADJUSTED
 OR0520  ______________________________________________________________________
 OR0520  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 OR0520  DYNAMIC HEIGHT  -        664.180 (meters)     2179.06  (feet) COMP
 OR0520  MODELED GRAVITY -    980,218.3   (mgal)                       NAVD 88
 OR0520
 OR0520  VERT ORDER      -  FIRST     CLASS II
 OR0520
 OR0520.The horizontal coordinates were scaled from a map and have
 OR0520.an estimated accuracy of +/- 6 seconds.
 OR0520
 OR0520.The orthometric height was determined by differential leveling and
 OR0520.adjusted by the NATIONAL GEODETIC SURVEY
 OR0520.in June 1991.
 OR0520
 OR0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0520.GEOID18 height accuracy estimate available here.
 OR0520
 OR0520.Click photographs - Photos may exist for this station.
 OR0520
 OR0520.The dynamic height is computed by dividing the NAVD 88
 OR0520.geopotential number by the normal gravity value computed on the
 OR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0520.degrees latitude (g = 980.6199 gals.).
 OR0520
 OR0520.The modeled gravity was interpolated from observed gravity values.
 OR0520
 OR0520;                    North         East    Units  Estimated Accuracy
 OR0520;SPC SD S     -   100,540.      671,340.      MT  (+/- 180 meters Scaled)
 OR0520
 OR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN630870(NAD 83)
 OR0520
 OR0520                          SUPERSEDED SURVEY CONTROL
 OR0520
 OR0520  NGVD 29 (??/??/92)  664.091  (m)         2178.77   (f) ADJ UNCH    1 2
 OR0520
 OR0520.Superseded values are not recommended for survey control.
 OR0520
 OR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0520.See file dsdata.pdf to determine how the superseded data were derived.
 OR0520
 OR0520_MARKER: DB = BENCH MARK DISK
 OR0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0520_STAMPING: H 303 1945
 OR0520_MARK LOGO: CGS
 OR0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0520+STABILITY: SURFACE MOTION
 OR0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0520+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2012
 OR0520
 OR0520  HISTORY     - Date     Condition        Report By
 OR0520  HISTORY     - 1945     MONUMENTED       CGS
 OR0520  HISTORY     - 19930921 GOOD             NGS
 OR0520  HISTORY     - 20120114 GOOD             INDIV
 OR0520
 OR0520                          STATION DESCRIPTION
 OR0520
 OR0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0520'1.4 MI W FROM GREGORY.
 OR0520'ABOUT 1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 OR0520'FROM THE STATION AT GREGORY, 94.0 FEET NORTH OF THE SECOND POLE
 OR0520'WEST OF MILE POST 150, 50.0 FEET NORTH OF AND ABOUT 3.0 FEET
 OR0520'HIGHER THAN THE CENTER LINE OF THE TRACKS, 40.0 FEET EAST OF THE
 OR0520'CENTER LINE OF A NORTH-SOUTH ROAD, 4.0 FEET EAST OF A FENCE
 OR0520'CORNER, 1.5 FEET SOUTH OF THE RIGHT OF WAY FENCE AND 1.5 FEET
 OR0520'WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED H 303
 OR0520'1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 OR0520'ABOVE GROUND.
 OR0520
 OR0520                          STATION RECOVERY (1993)
 OR0520
 OR0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0520'1.2 KM (0.75 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION
 OR0520'OF U.S. HIGHWAY 18 IN GREGORY, THENCE 1.6 KM (1.00 MI) WESTERLY
 OR0520'ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A SECTION
 OR0520'LINE ROAD, AT AN ABANDONED RAILROAD GRADE, 13.0 M (42.7 FT) EAST OF
 OR0520'THE ROAD CENTERLINE, 0.9 M (3.0 FT) SOUTH OF A FENCE CORNER, 0.8 M
 OR0520'(2.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 OR0520'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 OR0520
 OR0520                          STATION RECOVERY (2012)
 OR0520
 OR0520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0156 ***********************************************************************
 QS0156  DESIGNATION -  H 304
 QS0156  PID         -  QS0156
 QS0156  STATE/COUNTY-  SD/DEWEY
 QS0156  COUNTRY     -  US
 QS0156  USGS QUAD   -  MOREAU NW (2017)
 QS0156
 QS0156                         *CURRENT SURVEY CONTROL
 QS0156  ______________________________________________________________________
 QS0156* NAD 83(1986) POSITION- 45 23 51.     (N) 100 27 37.     (W)   SCALED
 QS0156* NAVD 88 ORTHO HEIGHT -   563.061 (meters)     1847.31  (feet) ADJUSTED
 QS0156  ______________________________________________________________________
 QS0156  GEOID HEIGHT    -        -21.858 (meters)                     GEOID18
 QS0156  DYNAMIC HEIGHT  -        563.010 (meters)     1847.14  (feet) COMP
 QS0156  MODELED GRAVITY -    980,508.0   (mgal)                       NAVD 88
 QS0156
 QS0156  VERT ORDER      -  SECOND    CLASS 0
 QS0156
 QS0156.The horizontal coordinates were scaled from a map and have
 QS0156.an estimated accuracy of +/- 6 seconds.
 QS0156
 QS0156.The orthometric height was determined by differential leveling and
 QS0156.adjusted by the NATIONAL GEODETIC SURVEY
 QS0156.in June 1991.
 QS0156
 QS0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0156.GEOID18 height accuracy estimate available here.
 QS0156
 QS0156.Click photographs - Photos may exist for this station.
 QS0156
 QS0156.The dynamic height is computed by dividing the NAVD 88
 QS0156.geopotential number by the normal gravity value computed on the
 QS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0156.degrees latitude (g = 980.6199 gals.).
 QS0156
 QS0156.The modeled gravity was interpolated from observed gravity values.
 QS0156
 QS0156;                    North         East    Units  Estimated Accuracy
 QS0156;SPC SD N     -   173,920.      563,960.      MT  (+/- 180 meters Scaled)
 QS0156
 QS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR857281(NAD 83)
 QS0156
 QS0156                          SUPERSEDED SURVEY CONTROL
 QS0156
 QS0156  NGVD 29 (??/??/92)  562.705  (m)         1846.14   (f) ADJ UNCH    2 0
 QS0156
 QS0156.Superseded values are not recommended for survey control.
 QS0156
 QS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0156.See file dsdata.pdf to determine how the superseded data were derived.
 QS0156
 QS0156_MARKER: DB = BENCH MARK DISK
 QS0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0156_STAMPING: H 304 1945
 QS0156_MARK LOGO: CGS
 QS0156_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0156+STABILITY: SURFACE MOTION
 QS0156
 QS0156  HISTORY     - Date     Condition        Report By
 QS0156  HISTORY     - 1945     MONUMENTED       CGS
 QS0156
 QS0156                          STATION DESCRIPTION
 QS0156
 QS0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0156'12.8 MI S FROM MOBRIDGE.
 QS0156'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0156'THENCE WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0156'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTHERLY
 QS0156'7.6 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS
 QS0156'ABOUT 150 YARDS NORTHWEST OF THE TOP OF A SMALL HILL, 24.0 FEET
 QS0156'SOUTHWEST OF AND ABOUT 2.5 FEET LOWER THAN THE CENTER LINE OF
 QS0156'THE ROAD, 1.0 FOOT NORTHWEST OF A 4 X 4 MARKER POST.  AN IRON
 QS0156'DISK STAMPED H 304 1945 SET IN THE TOP OF A CONCRETE POST
 QS0156'WHICH PROJECTS 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0180 ***********************************************************************
 QS0180  DESIGNATION -  H 305
 QS0180  PID         -  QS0180
 QS0180  STATE/COUNTY-  SD/DEWEY
 QS0180  COUNTRY     -  US
 QS0180  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0180
 QS0180                         *CURRENT SURVEY CONTROL
 QS0180  ______________________________________________________________________
 QS0180* NAD 83(1986) POSITION- 45 07 34.54   (N) 100 18 43.87   (W)   HD_HELD1
 QS0180* NAVD 88 ORTHO HEIGHT -   478.332 (meters)     1569.33  (feet) ADJUSTED
 QS0180  ______________________________________________________________________
 QS0180  GEOID HEIGHT    -        -22.309 (meters)                     GEOID18
 QS0180  DYNAMIC HEIGHT  -        478.271 (meters)     1569.13  (feet) COMP
 QS0180  MODELED GRAVITY -    980,474.2   (mgal)                       NAVD 88
 QS0180
 QS0180  VERT ORDER      -  SECOND    CLASS 0
 QS0180
 QS0180.The horizontal coordinates were determined by differentially corrected
 QS0180.hand held GPS observations or other comparable positioning techniques
 QS0180.and have an estimated accuracy of +/- 3 meters.
 QS0180
 QS0180.The orthometric height was determined by differential leveling and
 QS0180.adjusted by the NATIONAL GEODETIC SURVEY
 QS0180.in June 1991.
 QS0180
 QS0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0180.GEOID18 height accuracy estimate available here.
 QS0180
 QS0180.Click photographs - Photos may exist for this station.
 QS0180
 QS0180.The dynamic height is computed by dividing the NAVD 88
 QS0180.geopotential number by the normal gravity value computed on the
 QS0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0180.degrees latitude (g = 980.6199 gals.).
 QS0180
 QS0180.The modeled gravity was interpolated from observed gravity values.
 QS0180
 QS0180;                    North         East    Units  Estimated Accuracy
 QS0180;SPC SD N     -   143,720.9     575,440.8     MT  (+/- 3 meters HH1 GPS) 
 QS0180
 QS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9680797814(NAD 83)
 QS0180
 QS0180                          SUPERSEDED SURVEY CONTROL
 QS0180
 QS0180  NGVD 29 (??/??/92)  477.962  (m)         1568.11   (f) ADJ UNCH    2 0
 QS0180
 QS0180.Superseded values are not recommended for survey control.
 QS0180
 QS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0180.See file dsdata.pdf to determine how the superseded data were derived.
 QS0180
 QS0180_MARKER: DB = BENCH MARK DISK
 QS0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0180_STAMPING: H 305 1945
 QS0180_MARK LOGO: CGS
 QS0180_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0180+STABILITY: SURFACE MOTION
 QS0180
 QS0180  HISTORY     - Date     Condition        Report By
 QS0180  HISTORY     - 1945     MONUMENTED       CGS
 QS0180
 QS0180                          STATION DESCRIPTION
 QS0180
 QS0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0180'10.5 MI NW FROM CHEYENNE AGENCY.
 QS0180'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0180'WESTERLY 10.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0180'MARK IS ABOUT 0.4 MILES NORTH OF A CHURCH, ABOUT 125 YARDS SOUTH
 QS0180'OF A 4 FOOT CORRUGATED IRON CULVERT, 52.0 FEET NORTHWEST OF
 QS0180'AND ABOUT LEVEL WITH CENTERLINE OF ROAD, 4.5 FEET NORTH OF A
 QS0180'TELEPHONE POLE AND IN LINE WITH ROW OF POLES ON NORTHWEST SIDE OF
 QS0180'ROAD, 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED
 QS0180'H 305 1945 IS SET IN TOP OF CONCRETE POST WHICH PROJECTS 5
 QS0180'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0131 ***********************************************************************
 QS0131  DESIGNATION -  H 306
 QS0131  PID         -  QS0131
 QS0131  STATE/COUNTY-  SD/CORSON
 QS0131  COUNTRY     -  US
 QS0131  USGS QUAD   -  MOBRIDGE NW (2017)
 QS0131
 QS0131                         *CURRENT SURVEY CONTROL
 QS0131  ______________________________________________________________________
 QS0131* NAD 83(1986) POSITION- 45 44 45.69   (N) 100 28 46.51   (W)   HD_HELD1
 QS0131* NAVD 88 ORTHO HEIGHT -   593.289 (meters)     1946.48  (feet) ADJUSTED
 QS0131  ______________________________________________________________________
 QS0131  GEOID HEIGHT    -        -21.647 (meters)                     GEOID18
 QS0131  DYNAMIC HEIGHT  -        593.238 (meters)     1946.32  (feet) COMP
 QS0131  MODELED GRAVITY -    980,509.4   (mgal)                       NAVD 88
 QS0131
 QS0131  VERT ORDER      -  FIRST     CLASS II
 QS0131
 QS0131.The horizontal coordinates were determined by differentially corrected
 QS0131.hand held GPS observations or other comparable positioning techniques
 QS0131.and have an estimated accuracy of +/- 3 meters.
 QS0131
 QS0131.The orthometric height was determined by differential leveling and
 QS0131.adjusted by the NATIONAL GEODETIC SURVEY
 QS0131.in June 1991.
 QS0131
 QS0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0131.GEOID18 height accuracy estimate available here.
 QS0131
 QS0131.Click photographs - Photos may exist for this station.
 QS0131
 QS0131.The dynamic height is computed by dividing the NAVD 88
 QS0131.geopotential number by the normal gravity value computed on the
 QS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0131.degrees latitude (g = 980.6199 gals.).
 QS0131
 QS0131.The modeled gravity was interpolated from observed gravity values.
 QS0131
 QS0131;                    North         East    Units  Estimated Accuracy
 QS0131;SPC SD N     -   212,662.6     562,679.8     MT  (+/- 3 meters HH1 GPS) 
 QS0131
 QS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8490966894(NAD 83)
 QS0131
 QS0131                          SUPERSEDED SURVEY CONTROL
 QS0131
 QS0131  NGVD 29 (??/??/92)  592.897  (m)         1945.20   (f) ADJ UNCH    1 2
 QS0131
 QS0131.Superseded values are not recommended for survey control.
 QS0131
 QS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0131.See file dsdata.pdf to determine how the superseded data were derived.
 QS0131
 QS0131_MARKER: DB = BENCH MARK DISK
 QS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0131_STAMPING: H 306 1945
 QS0131_MARK LOGO: CGS
 QS0131_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0131+STABILITY: SURFACE MOTION
 QS0131
 QS0131  HISTORY     - Date     Condition        Report By
 QS0131  HISTORY     - 1945     MONUMENTED       CGS
 QS0131  HISTORY     - 1971     MARK NOT FOUND   NGS
 QS0131
 QS0131                          STATION DESCRIPTION
 QS0131
 QS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0131'8.5 MI NE FROM WAKPALA.
 QS0131'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0131'ALONG A GRAVELED ROAD, THENCE NORTH 6.0 MILES ALONG A GRADED DIRT
 QS0131'ROAD TO SITE OF MARK, BENCH MARK IS ON TOP OF A HILL ABOUT 0.1 MILE
 QS0131'NORTH OF A SMALL WOODEN BRIDGE, 27.0 FEET EAST OF AND ABOUT 2.0
 QS0131'FEET HIGHER THAN THE CENTER LINE OF THE ROAD, ACROSS THE ROAD
 QS0131'FROM A FENCE CORNER AND IN LINE WITH A FENCE RUNNING WEST, 1.0
 QS0131'FOOT SOUTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED H 306
 QS0131'1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 QS0131'ABOVE GROUND.
 QS0131
 QS0131                          STATION RECOVERY (1971)
 QS0131
 QS0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QS0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0351 ***********************************************************************
 QS0351  DESIGNATION -  H 307
 QS0351  PID         -  QS0351
 QS0351  STATE/COUNTY-  SD/CORSON
 QS0351  COUNTRY     -  US
 QS0351  USGS QUAD   -  WAKPALA (2017)
 QS0351
 QS0351                         *CURRENT SURVEY CONTROL
 QS0351  ______________________________________________________________________
 QS0351* NAD 83(1986) POSITION- 45 42 20.     (N) 100 33 42.     (W)   SCALED
 QS0351* NAVD 88 ORTHO HEIGHT -   514.006 (meters)     1686.37  (feet) ADJUSTED
 QS0351  ______________________________________________________________________
 QS0351  GEOID HEIGHT    -        -21.519 (meters)                     GEOID18
 QS0351  DYNAMIC HEIGHT  -        513.966 (meters)     1686.24  (feet) COMP
 QS0351  MODELED GRAVITY -    980,520.9   (mgal)                       NAVD 88
 QS0351
 QS0351  VERT ORDER      -  SECOND    CLASS 0
 QS0351
 QS0351.The horizontal coordinates were scaled from a map and have
 QS0351.an estimated accuracy of +/- 6 seconds.
 QS0351
 QS0351.The orthometric height was determined by differential leveling and
 QS0351.adjusted by the NATIONAL GEODETIC SURVEY
 QS0351.in June 1991.
 QS0351
 QS0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0351.GEOID18 height accuracy estimate available here.
 QS0351
 QS0351.Click photographs - Photos may exist for this station.
 QS0351
 QS0351.The dynamic height is computed by dividing the NAVD 88
 QS0351.geopotential number by the normal gravity value computed on the
 QS0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0351.degrees latitude (g = 980.6199 gals.).
 QS0351
 QS0351.The modeled gravity was interpolated from observed gravity values.
 QS0351
 QS0351;                    North         East    Units  Estimated Accuracy
 QS0351;SPC SD N     -   208,210.      556,260.      MT  (+/- 180 meters Scaled)
 QS0351
 QS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR784625(NAD 83)
 QS0351
 QS0351                          SUPERSEDED SURVEY CONTROL
 QS0351
 QS0351  NGVD 29 (??/??/92)  513.628  (m)         1685.13   (f) ADJ UNCH    2 0
 QS0351
 QS0351.Superseded values are not recommended for survey control.
 QS0351
 QS0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0351.See file dsdata.pdf to determine how the superseded data were derived.
 QS0351
 QS0351_MARKER: DB = BENCH MARK DISK
 QS0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0351_STAMPING: H 307 1945
 QS0351_MARK LOGO: CGS
 QS0351_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0351+STABILITY: SURFACE MOTION
 QS0351
 QS0351  HISTORY     - Date     Condition        Report By
 QS0351  HISTORY     - 1945     MONUMENTED       CGS
 QS0351  HISTORY     - 1956     MARK NOT FOUND   CGS
 QS0351
 QS0351                          STATION DESCRIPTION
 QS0351
 QS0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0351'1.8 MI SE FROM JEFFREY.
 QS0351'1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0351'PACIFIC RAILROAD FROM THE STATION AT JEFFREY, CORSON COUNTY,
 QS0351'100 YARDS NORTHWEST OF BRIDGE 34 A-A, 98.6 FEET SOUTHWEST OF
 QS0351'THE CENTER LINE OF THE TRACK, 34.7 FEET NORTHWEST OF A FENCE
 QS0351'CORNER, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF
 QS0351'A WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET LOWER THAN THE
 QS0351'TRACK.  AN IRON BENCH-MARK DISK, STAMPED H 307 1945 AND SET IN
 QS0351'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QS0351
 QS0351                          STATION RECOVERY (1956)
 QS0351
 QS0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QS0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0217 ***********************************************************************
 QS0217  DESIGNATION -  H 308
 QS0217  PID         -  QS0217
 QS0217  STATE/COUNTY-  SD/POTTER
 QS0217  COUNTRY     -  US
 QS0217  USGS QUAD   -  LAKE HURLEY (2017)
 QS0217
 QS0217                         *CURRENT SURVEY CONTROL
 QS0217  ______________________________________________________________________
 QS0217* NAD 83(1986) POSITION- 45 00 50.     (N) 100 12 17.     (W)   SCALED
 QS0217* NAVD 88 ORTHO HEIGHT -   574.689 (meters)     1885.46  (feet) ADJUSTED
 QS0217  ______________________________________________________________________
 QS0217  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 QS0217  DYNAMIC HEIGHT  -        574.604 (meters)     1885.18  (feet) COMP
 QS0217  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 QS0217
 QS0217  VERT ORDER      -  SECOND    CLASS 0
 QS0217
 QS0217.The horizontal coordinates were scaled from a map and have
 QS0217.an estimated accuracy of +/- 6 seconds.
 QS0217
 QS0217.The orthometric height was determined by differential leveling and
 QS0217.adjusted by the NATIONAL GEODETIC SURVEY
 QS0217.in June 1991.
 QS0217
 QS0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0217.GEOID18 height accuracy estimate available here.
 QS0217
 QS0217.Click photographs - Photos may exist for this station.
 QS0217
 QS0217.The dynamic height is computed by dividing the NAVD 88
 QS0217.geopotential number by the normal gravity value computed on the
 QS0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0217.degrees latitude (g = 980.6199 gals.).
 QS0217
 QS0217.The modeled gravity was interpolated from observed gravity values.
 QS0217
 QS0217;                    North         East    Units  Estimated Accuracy
 QS0217;SPC SD N     -   131,210.      583,860.      MT  (+/- 180 meters Scaled)
 QS0217
 QS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ050851(NAD 83)
 QS0217
 QS0217                          SUPERSEDED SURVEY CONTROL
 QS0217
 QS0217  NGVD 29 (??/??/92)  574.32   (m)         1884.2    (f) COMPUTED    2 0
 QS0217
 QS0217.Superseded values are not recommended for survey control.
 QS0217
 QS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0217.See file dsdata.pdf to determine how the superseded data were derived.
 QS0217
 QS0217_MARKER: DB = BENCH MARK DISK
 QS0217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0217_SP_SET: CULVERT WINGWALL
 QS0217_STAMPING: H 308 1945
 QS0217_MARK LOGO: CGS
 QS0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0217+STABILITY: SURFACE MOTION
 QS0217
 QS0217  HISTORY     - Date     Condition        Report By
 QS0217  HISTORY     - 1945     MONUMENTED       CGS
 QS0217  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0217
 QS0217                          STATION DESCRIPTION
 QS0217
 QS0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0217'7.2 MI E FROM CHEYENNE AGENCY.
 QS0217'5.6 MILES SE OF THE MO. RIVER BRIDGE AT WHITLOCKS CROSSING
 QS0217'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO EASTERLY
 QS0217'7.2 MILES ALONG OLD U.S. HIGHWAY NO. 212 TO SITE OF MARK, BENCH
 QS0217'MARK IS AT THE INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH
 QS0217'DIRT ROAD, 15.0 FEET SOUTH OF THE ABOUT LEVEL WITH THE CENTER
 QS0217'LINE OF THE HIGHWAY, ON TOP OF THE SOUTHEAST END OF THE EAST
 QS0217'WINGWALL OF A CONCRETE TUBE CULVERT.  AN IRON DISK STAMPED H
 QS0217'30 1945 SET IN A DRILL HOLE IN CONCRETE.
 QS0217
 QS0217                          STATION RECOVERY (1996)
 QS0217
 QS0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0217'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0218 ***********************************************************************
 QS0218  DESIGNATION -  H 308 RESET
 QS0218  PID         -  QS0218
 QS0218  STATE/COUNTY-  SD/POTTER
 QS0218  COUNTRY     -  US
 QS0218  USGS QUAD   -  LAKE HURLEY (2017)
 QS0218
 QS0218                         *CURRENT SURVEY CONTROL
 QS0218  ______________________________________________________________________
 QS0218* NAD 83(1986) POSITION- 45 00 50.     (N) 100 12 17.     (W)   SCALED
 QS0218* NAVD 88 ORTHO HEIGHT -   575.21  (+/-2cm)     1887.2   (feet) VERTCON3
 QS0218  ______________________________________________________________________
 QS0218  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 QS0218  VERT ORDER      -  THIRD (See Below)
 QS0218
 QS0218.The horizontal coordinates were scaled from a map and have
 QS0218.an estimated accuracy of +/- 6 seconds.
 QS0218
 QS0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0218
 QS0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0218.GEOID18 height accuracy estimate available here.
 QS0218
 QS0218.The vertical order pertains to the NGVD 29 superseded value.
 QS0218
 QS0218.Click photographs - Photos may exist for this station.
 QS0218
 QS0218;                    North         East    Units  Estimated Accuracy
 QS0218;SPC SD N     -   131,210.      583,860.      MT  (+/- 180 meters Scaled)
 QS0218
 QS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ050851(NAD 83)
 QS0218
 QS0218                          SUPERSEDED SURVEY CONTROL
 QS0218
 QS0218  NGVD 29 (??/??/??)  574.84   (m)         1886.0    (f) RESET       3  
 QS0218
 QS0218.Superseded values are not recommended for survey control.
 QS0218
 QS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0218.See file dsdata.pdf to determine how the superseded data were derived.
 QS0218
 QS0218_MARKER: DB = BENCH MARK DISK
 QS0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0218_STAMPING: H 308 RESET 1956
 QS0218_MARK LOGO: CGS
 QS0218_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0218+STABILITY: SURFACE MOTION
 QS0218
 QS0218  HISTORY     - Date     Condition        Report By
 QS0218  HISTORY     - 1956     MONUMENTED       CGS
 QS0218
 QS0218                          STATION DESCRIPTION
 QS0218
 QS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QS0218'12 MI W FROM GETTYSBURG.
 QS0218'12 MILES WEST ALONG U.S. HIGHWAY 212 FROM GETTYSBURG, POTTER
 QS0218'COUNTY, 5.7 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 83
 QS0218'THENCE 0.6 MILE WEST OF THE JUNCTION OF THE NEW HIGHWAY, 67 FEET
 QS0218'EAST OF THE CENTERLINE OF A SECTION-LINE ROAD, AND 108 FEET
 QS0218'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QS0218'STAMPED H 308 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST
 QS0218'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0031 ***********************************************************************
 PT0031  DESIGNATION -  H 309
 PT0031  PID         -  PT0031
 PT0031  STATE/COUNTY-  SD/HUGHES
 PT0031  COUNTRY     -  US
 PT0031  USGS QUAD   -  OKOBOJO SW (2017)
 PT0031
 PT0031                         *CURRENT SURVEY CONTROL
 PT0031  ______________________________________________________________________
 PT0031* NAD 83(1986) POSITION- 44 30 14.     (N) 100 25 51.     (W)   SCALED
 PT0031* NAVD 88 ORTHO HEIGHT -   534.513 (meters)     1753.65  (feet) ADJUSTED
 PT0031  ______________________________________________________________________
 PT0031  GEOID HEIGHT    -        -23.021 (meters)                     GEOID18
 PT0031  DYNAMIC HEIGHT  -        534.411 (meters)     1753.31  (feet) COMP
 PT0031  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 PT0031
 PT0031  VERT ORDER      -  FIRST     CLASS II
 PT0031
 PT0031.The horizontal coordinates were scaled from a map and have
 PT0031.an estimated accuracy of +/- 6 seconds.
 PT0031
 PT0031.The orthometric height was determined by differential leveling and
 PT0031.adjusted by the NATIONAL GEODETIC SURVEY
 PT0031.in June 1991.
 PT0031
 PT0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0031.GEOID18 height accuracy estimate available here.
 PT0031
 PT0031.Click photographs - Photos may exist for this station.
 PT0031
 PT0031.The dynamic height is computed by dividing the NAVD 88
 PT0031.geopotential number by the normal gravity value computed on the
 PT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0031.degrees latitude (g = 980.6199 gals.).
 PT0031
 PT0031.The modeled gravity was interpolated from observed gravity values.
 PT0031
 PT0031;                    North         East    Units  Estimated Accuracy
 PT0031;SPC SD S     -   241,150.      592,250.      MT  (+/- 180 meters Scaled)
 PT0031
 PT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ862288(NAD 83)
 PT0031
 PT0031                          SUPERSEDED SURVEY CONTROL
 PT0031
 PT0031  NGVD 29 (??/??/92)  534.131  (m)         1752.39   (f) ADJ UNCH    1 2
 PT0031
 PT0031.Superseded values are not recommended for survey control.
 PT0031
 PT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0031.See file dsdata.pdf to determine how the superseded data were derived.
 PT0031
 PT0031_MARKER: DD = SURVEY DISK
 PT0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0031_STAMPING: H 309 1921
 PT0031_MARK LOGO: USGS
 PT0031_PROJECTION: PROJECTING 40 CENTIMETERS
 PT0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0031+STABILITY: SURFACE MOTION
 PT0031
 PT0031  HISTORY     - Date     Condition        Report By
 PT0031  HISTORY     - 1921     MONUMENTED       USGS
 PT0031  HISTORY     - 1949     GOOD             CGS
 PT0031  HISTORY     - 1951     GOOD             CGS
 PT0031
 PT0031                          STATION DESCRIPTION
 PT0031
 PT0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0031'13.4 MI NW FROM PIERRE.
 PT0031'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0031'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO
 PT0031'THE GRAY GOOSE DANCE HALL, THENCE 4.0 MILES WEST ALONG A GRAVELED
 PT0031'ROAD, AT THE JUNCTION OF A T ROAD LEADING NORTH, 60 FEET SOUTH
 PT0031'OF THE CENTER LINE OF THE GRAVELED ROAD, 46 FEET WEST OF THE
 PT0031'EXTENDED CENTER LINE OF THE ROAD LEADING NORTH, 41 FEET SOUTHWEST
 PT0031'OF THE WEST END OF A WIRE GATE, 24 FEET SOUTH OF A FENCE LINE,
 PT0031'2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 PT0031'CONCRETE POST PROJECTING 1.3 FEET ABOVE THE GROUND.
 PT0031
 PT0031                          STATION RECOVERY (1951)
 PT0031
 PT0031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0041 ***********************************************************************
 QT0041  DESIGNATION -  H 31 RESET
 QT0041  PID         -  QT0041
 QT0041  STATE/COUNTY-  SD/PERKINS
 QT0041  COUNTRY     -  US
 QT0041  USGS QUAD   -  COAL SPRINGS (2017)
 QT0041
 QT0041                         *CURRENT SURVEY CONTROL
 QT0041  ______________________________________________________________________
 QT0041* NAD 83(1986) POSITION- 45 26 37.     (N) 102 00 18.     (W)   SCALED
 QT0041* NAVD 88 ORTHO HEIGHT -   766.908 (meters)     2516.10  (feet) ADJUSTED
 QT0041  ______________________________________________________________________
 QT0041  GEOID HEIGHT    -        -19.237 (meters)                     GEOID18
 QT0041  DYNAMIC HEIGHT  -        766.790 (meters)     2515.71  (feet) COMP
 QT0041  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 QT0041
 QT0041  VERT ORDER      -  FIRST     CLASS II
 QT0041
 QT0041.The horizontal coordinates were scaled from a map and have
 QT0041.an estimated accuracy of +/- 6 seconds.
 QT0041
 QT0041.The orthometric height was determined by differential leveling and
 QT0041.adjusted by the NATIONAL GEODETIC SURVEY
 QT0041.in April 2000.
 QT0041
 QT0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0041.GEOID18 height accuracy estimate available here.
 QT0041
 QT0041.Click photographs - Photos may exist for this station.
 QT0041
 QT0041.The dynamic height is computed by dividing the NAVD 88
 QT0041.geopotential number by the normal gravity value computed on the
 QT0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0041.degrees latitude (g = 980.6199 gals.).
 QT0041
 QT0041.The modeled gravity was interpolated from observed gravity values.
 QT0041
 QT0041;                    North         East    Units  Estimated Accuracy
 QT0041;SPC SD N     -   180,880.      443,160.      MT  (+/- 180 meters Scaled)
 QT0041
 QT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL342365(NAD 83)
 QT0041
 QT0041                          SUPERSEDED SURVEY CONTROL
 QT0041
 QT0041  NAVD 88 (04/17/07)  766.825  (m)         2515.82   (f) SUPERSEDED  3 0
 QT0041
 QT0041.Superseded values are not recommended for survey control.
 QT0041
 QT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0041.See file dsdata.pdf to determine how the superseded data were derived.
 QT0041
 QT0041_MARKER: DB = BENCH MARK DISK
 QT0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0041_STAMPING: H 31 RESET 1962
 QT0041_MARK LOGO: CGS
 QT0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0041+STABILITY: SURFACE MOTION
 QT0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0041+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0041
 QT0041  HISTORY     - Date     Condition        Report By
 QT0041  HISTORY     - 1963     MONUMENTED       SDHD
 QT0041  HISTORY     - 19990621 GOOD             NGS
 QT0041
 QT0041                          STATION DESCRIPTION
 QT0041
 QT0041'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1963
 QT0041'5.2 MI E FROM COAL SPRINGS.
 QT0041'ABOUT 5.2 MILES EAST ALONG STATE HIGHWAY 8 FROM COAL SPRINGS,
 QT0041'PERKINS COUNTY, ABOUT 0.2 MILE WEST OF THE ZIEBACH-PERKINS
 QT0041'COUNTY LINE, AT THE JUNCTION OF A T-ROAD LEADING NORTH, 64 FEET
 QT0041'WEST OF THE ROAD, 99.5 FEET NORTH OF THE CENTERLINE OF THE
 QT0041'HIGHWAY, 33 FEET WEST OF A FENCE, 6 FEET NORTH OF A FENCE, 0.5
 QT0041'FOOT SOUTH OF 100 FOOT EAST-WEST FENCE LINE, AND SET IN THE
 QT0041'TOP OF A CONCRETE POST.
 QT0041
 QT0041                          STATION RECOVERY (1999)
 QT0041
 QT0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0041'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0041'MEADOW, THENCE 26.2 KM (16.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QT0041'59.7 M (195.9 FT) NORTH-NORTHWEST OF BENCH MARK 20 111.05, 57.1 M
 QT0041'(187.3 FT) EAST OF MILEPOST 111, 30.5 M (100.1 FT) NORTH OF THE
 QT0041'HIGHWAY CENTERLINE, 20.8 M (68.2 FT) WEST OF THE CENTER OF A GRAVELED
 QT0041'ROAD, 3.8 M (12.5 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES AND AN
 QT0041'UNDERGROUND CABLE JUNCTION BOX ATTACHED, 0.3 M (1.0 FT) BELOW THE
 QT0041'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.1 M
 QT0041'(0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QT0041'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0056 ***********************************************************************
 PT0056  DESIGNATION -  H 310 RESET
 PT0056  PID         -  PT0056
 PT0056  STATE/COUNTY-  SD/SULLY
 PT0056  COUNTRY     -  US
 PT0056  USGS QUAD   -  OKOBOJO (2017)
 PT0056
 PT0056                         *CURRENT SURVEY CONTROL
 PT0056  ______________________________________________________________________
 PT0056* NAD 83(1986) POSITION- 44 38 55.     (N) 100 26 49.     (W)   SCALED
 PT0056* NAVD 88 ORTHO HEIGHT -   536.36  (meters)     1759.7   (feet) RESET
 PT0056  ______________________________________________________________________
 PT0056  GEOID HEIGHT    -        -22.778 (meters)                     GEOID18
 PT0056  VERT ORDER      -  THIRD
 PT0056
 PT0056.The horizontal coordinates were scaled from a map and have
 PT0056.an estimated accuracy of +/- 6 seconds.
 PT0056
 PT0056.The orthometric height was computed from unverified reset data.
 PT0056
 PT0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0056.GEOID18 height accuracy estimate available here.
 PT0056
 PT0056.Click photographs - Photos may exist for this station.
 PT0056
 PT0056;                    North         East    Units  Estimated Accuracy
 PT0056;SPC SD N     -    90,690.      564,550.      MT  (+/- 180 meters Scaled)
 PT0056
 PT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852449(NAD 83)
 PT0056
 PT0056                          SUPERSEDED SURVEY CONTROL
 PT0056
 PT0056.No superseded survey control is available for this station.
 PT0056
 PT0056_MARKER: DB = BENCH MARK DISK
 PT0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0056_STAMPING: H 310 RESET 1971
 PT0056_MARK LOGO: CGS
 PT0056_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0056+STABILITY: SURFACE MOTION
 PT0056
 PT0056  HISTORY     - Date     Condition        Report By
 PT0056  HISTORY     - 1971     MONUMENTED       NGS
 PT0056
 PT0056                          STATION DESCRIPTION
 PT0056
 PT0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0056'22.6 MI WSW FROM ONIDA.
 PT0056'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION WITH
 PT0056'U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A CROSSROAD AND
 PT0056'A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 4.15 MILE
 PT0056'TO A SIDE ROAD LEFT (SECTION LINE ROAD), 1.0 MILE SOUTH OF
 PT0056'A SCHOOLHOUSE (METAL SIDING), 94 FEET EAST OF THE CENTER OF THE
 PT0056'NORTH-SOUTH ROAD, 34 FEET NORTH OF THE CENTER OF THE SECTION
 PT0056'LINE ROAD, 14 FEET EAST OF A MAIN LINE POWER POLE, 20 FEET WEST
 PT0056'OF A FEEDER LINE POWER POLE, 2.8 FEET EAST OF A POWER POLE
 PT0056'ANCHOR, 1.3 FEET WEST OF A METAL WITNESS POST, SET IN A SQUARE
 PT0056'CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS ON PROPERTY
 PT0056'OF MR. WARD GROSECLOSE WHO LIVES 0.5 MILE TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0050 ***********************************************************************
 QS0050  DESIGNATION -  H 311
 QS0050  PID         -  QS0050
 QS0050  STATE/COUNTY-  SD/CAMPBELL
 QS0050  COUNTRY     -  US
 QS0050  USGS QUAD   -  HERREID SW (2017)
 QS0050
 QS0050                         *CURRENT SURVEY CONTROL
 QS0050  ______________________________________________________________________
 QS0050* NAD 83(1986) POSITION- 45 52 14.     (N) 100 14 02.     (W)   SCALED
 QS0050* NAVD 88 ORTHO HEIGHT -   494.888 (meters)     1623.65  (feet) ADJUSTED
 QS0050  ______________________________________________________________________
 QS0050  GEOID HEIGHT    -        -21.949 (meters)                     GEOID18
 QS0050  DYNAMIC HEIGHT  -        494.859 (meters)     1623.55  (feet) COMP
 QS0050  MODELED GRAVITY -    980,541.3   (mgal)                       NAVD 88
 QS0050
 QS0050  VERT ORDER      -  SECOND    CLASS 0
 QS0050
 QS0050.The horizontal coordinates were scaled from a map and have
 QS0050.an estimated accuracy of +/- 6 seconds.
 QS0050
 QS0050.The orthometric height was determined by differential leveling and
 QS0050.adjusted by the NATIONAL GEODETIC SURVEY
 QS0050.in June 1991.
 QS0050
 QS0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0050.GEOID18 height accuracy estimate available here.
 QS0050
 QS0050.Click photographs - Photos may exist for this station.
 QS0050
 QS0050.The dynamic height is computed by dividing the NAVD 88
 QS0050.geopotential number by the normal gravity value computed on the
 QS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0050.degrees latitude (g = 980.6199 gals.).
 QS0050
 QS0050.The modeled gravity was interpolated from observed gravity values.
 QS0050
 QS0050;                    North         East    Units  Estimated Accuracy
 QS0050;SPC SD N     -   226,420.      581,840.      MT  (+/- 180 meters Scaled)
 QS0050
 QS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR042804(NAD 83)
 QS0050
 QS0050                          SUPERSEDED SURVEY CONTROL
 QS0050
 QS0050  NGVD 29 (??/??/92)  494.506  (m)         1622.39   (f) ADJ UNCH    2 0
 QS0050
 QS0050.Superseded values are not recommended for survey control.
 QS0050
 QS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0050.See file dsdata.pdf to determine how the superseded data were derived.
 QS0050
 QS0050_MARKER: DB = BENCH MARK DISK
 QS0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0050_STAMPING: H 311 1945
 QS0050_MARK LOGO: CGS
 QS0050_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0050+STABILITY: SURFACE MOTION
 QS0050
 QS0050  HISTORY     - Date     Condition        Report By
 QS0050  HISTORY     - 1945     MONUMENTED       CGS
 QS0050  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0050
 QS0050                          STATION DESCRIPTION
 QS0050
 QS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0050'3.8 MI E FROM POLLOCK.
 QS0050'ABOUT 3.8 MILES EAST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT
 QS0050'STE. MARIE RAILROAD FROM THE DEPOT AT POLLOCK, SOUTH DAKOTA.
 QS0050'42.7 FEET NORTHEAST OF THE EAST RAIL, 7.7 FEET EAST OF MILE POST
 QS0050'NO. 407, 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN WITNESS
 QS0050'POST, 1.0 FOOT WEST OF A FENCE LINE.  SET IN CONCRETE MONUMENT
 QS0050'WHICH PROJECTS 0.6 FOOT, A BRONZE DISK, STAMPED H 311 1945 AND IS
 QS0050'ABOUT 1.0 FOOT BELOW THE LEVEL OF THE RAILROAD TRACKS.
 QS0050'NOTE-- 1964 REPORT--THE TOWN OF POLLOCK HAS BEEN MOVED
 QS0050'APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.  THE
 QS0050'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE
 QS0050'SOO LINE RAILROAD.
 QS0050
 QS0050                          STATION RECOVERY (1964)
 QS0050
 QS0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QS0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0064 ***********************************************************************
 PT0064  DESIGNATION -  H 312
 PT0064  PID         -  PT0064
 PT0064  STATE/COUNTY-  SD/SULLY
 PT0064  COUNTRY     -  US
 PT0064  USGS QUAD   -  OKOBOJO (2017)
 PT0064
 PT0064                         *CURRENT SURVEY CONTROL
 PT0064  ______________________________________________________________________
 PT0064* NAD 83(1986) POSITION- 44 42 25.     (N) 100 23 06.     (W)   SCALED
 PT0064* NAVD 88 ORTHO HEIGHT -   569.780 (meters)     1869.35  (feet) ADJUSTED
 PT0064  ______________________________________________________________________
 PT0064  GEOID HEIGHT    -        -22.745 (meters)                     GEOID18
 PT0064  DYNAMIC HEIGHT  -        569.677 (meters)     1869.02  (feet) COMP
 PT0064  MODELED GRAVITY -    980,419.1   (mgal)                       NAVD 88
 PT0064
 PT0064  VERT ORDER      -  SECOND    CLASS 0
 PT0064
 PT0064.The horizontal coordinates were scaled from a map and have
 PT0064.an estimated accuracy of +/- 6 seconds.
 PT0064
 PT0064.The orthometric height was determined by differential leveling and
 PT0064.adjusted by the NATIONAL GEODETIC SURVEY
 PT0064.in June 1991.
 PT0064
 PT0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0064.GEOID18 height accuracy estimate available here.
 PT0064
 PT0064.Click photographs - Photos may exist for this station.
 PT0064
 PT0064.The dynamic height is computed by dividing the NAVD 88
 PT0064.geopotential number by the normal gravity value computed on the
 PT0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0064.degrees latitude (g = 980.6199 gals.).
 PT0064
 PT0064.The modeled gravity was interpolated from observed gravity values.
 PT0064
 PT0064;                    North         East    Units  Estimated Accuracy
 PT0064;SPC SD N     -    97,150.      569,490.      MT  (+/- 180 meters Scaled)
 PT0064
 PT0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ902513(NAD 83)
 PT0064
 PT0064                          SUPERSEDED SURVEY CONTROL
 PT0064
 PT0064  NGVD 29 (??/??/92)  569.391  (m)         1868.08   (f) ADJ UNCH    2 0
 PT0064
 PT0064.Superseded values are not recommended for survey control.
 PT0064
 PT0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0064.See file dsdata.pdf to determine how the superseded data were derived.
 PT0064
 PT0064_MARKER: DB = BENCH MARK DISK
 PT0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0064_STAMPING: H 312 1946
 PT0064_MARK LOGO: CGS
 PT0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0064+STABILITY: SURFACE MOTION
 PT0064
 PT0064  HISTORY     - Date     Condition        Report By
 PT0064  HISTORY     - 1946     MONUMENTED       CGS
 PT0064  HISTORY     - 1964     GOOD             USGS
 PT0064  HISTORY     - 1979     MARK NOT FOUND   NGS
 PT0064
 PT0064                          STATION DESCRIPTION
 PT0064
 PT0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0064'24.3 MI SW FROM AGAR.
 PT0064'ALONG A GRAVELED COUNTY ROAD, 12.3 MILES WEST THENCE 9.0 MILES
 PT0064'SOUTH THENCE 3.0 MILES WEST OF THE RAILROAD STATION IN AGAR,
 PT0064'NEAR A FARM HOUSE, 30 FEET NORTH OF THE CENTER OF THE MAIN
 PT0064'ROAD, 36 FEET EAST OF THE CENTER OF A DIM SIDE ROAD, 15 FEET
 PT0064'NORTH OF THE NORTH END OF A 16 INCH CONCRETE PIPE CULVERT, 10
 PT0064'FEET EAST OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 3
 PT0064'FEET WEST OF WITNESS POST.  NEAR THE COR. SECS. 5, 6, 7 AND 8,
 PT0064'T 114 N., R 79W.
 PT0064
 PT0064                          STATION RECOVERY (1964)
 PT0064
 PT0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0064'RECOVERED IN GOOD CONDITION.
 PT0064
 PT0064                          STATION RECOVERY (1979)
 PT0064
 PT0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 PT0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0854 ***********************************************************************
 PT0854  DESIGNATION -  H 313
 PT0854  PID         -  PT0854
 PT0854  STATE/COUNTY-  SD/STANLEY
 PT0854  COUNTRY     -  US
 PT0854  USGS QUAD   -  OAHE DAM (2017)
 PT0854
 PT0854                         *CURRENT SURVEY CONTROL
 PT0854  ______________________________________________________________________
 PT0854* NAD 83(1996) POSITION- 44 26 29.32293(N) 100 25 06.59701(W)   ADJUSTED
 PT0854* NAVD 88 ORTHO HEIGHT -   536.311 (meters)     1759.55  (feet) ADJUSTED
 PT0854  ______________________________________________________________________
 PT0854  GEOID HEIGHT    -        -23.175 (meters)                     GEOID18
 PT0854  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 PT0854  DYNAMIC HEIGHT  -        536.205 (meters)     1759.20  (feet) COMP
 PT0854  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 PT0854
 PT0854  HORZ ORDER      -  THIRD
 PT0854  VERT ORDER      -  FIRST     CLASS II
 PT0854
 PT0854.The horizontal coordinates were established by classical geodetic methods
 PT0854.and adjusted by the National Geodetic Survey in January 1998.
 PT0854
 PT0854.The orthometric height was determined by differential leveling and
 PT0854.adjusted by the NATIONAL GEODETIC SURVEY
 PT0854.in June 1991.
 PT0854
 PT0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0854.GEOID18 height accuracy estimate available here.
 PT0854
 PT0854.Click photographs - Photos may exist for this station.
 PT0854
 PT0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0854
 PT0854.The dynamic height is computed by dividing the NAVD 88
 PT0854.geopotential number by the normal gravity value computed on the
 PT0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0854.degrees latitude (g = 980.6199 gals.).
 PT0854
 PT0854.The modeled gravity was interpolated from observed gravity values.
 PT0854
 PT0854. The following values were computed from the NAD 83(1996) position.
 PT0854
 PT0854;                    North         East     Units Scale Factor Converg.
 PT0854;SPC SD S     -   234,212.234   593,219.959   MT  1.00001017   -0 03 31.5
 PT0854;SPC SD S     -   768,411.30  1,946,255.82   sFT  1.00001017   -0 03 31.5
 PT0854;UTM  14      - 4,921,887.274   387,119.523   MT  0.99975670   -0 59 35.9
 PT0854
 PT0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0854!SPC SD S     -   0.99991955  x   1.00001017  =   0.99992972
 PT0854!UTM  14      -   0.99991955  x   0.99975670  =   0.99967627
 PT0854
 PT0854:                Primary Azimuth Mark                     Grid Az
 PT0854:SPC SD S     -  H 313 AZ MK                              122 22 41.0
 PT0854:UTM  14      -  H 313 AZ MK                              123 18 45.4
 PT0854
 PT0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8711921887(NAD 83)
 PT0854
 PT0854|---------------------------------------------------------------------|
 PT0854| PID    Reference Object                     Distance      Geod. Az  |
 PT0854|                                                           dddmmss.s |
 PT0854| PT0855 H 313 RM 1                           13.042 METERS 09807     |
 PT0854| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX. 5.5 KM 1113013.6 |
 PT0854| PT0220 H 313 AZ MK                                        1221909.5 |
 PT0854| PT0856 H 313 RM 2                           17.526 METERS 19020     |
 PT0854|---------------------------------------------------------------------|
 PT0854
 PT0854                          SUPERSEDED SURVEY CONTROL
 PT0854
 PT0854  NAD 83(1986)-  44 26 29.31793(N)    100 25 06.60081(W) AD(       ) 3
 PT0854  NAD 27      -  44 26 29.38800(N)    100 25 05.11100(W) AD(       ) 3
 PT0854  NGVD 29 (??/??/92)  535.928  (m)         1758.29   (f) ADJ UNCH    1 2
 PT0854
 PT0854.Superseded values are not recommended for survey control.
 PT0854
 PT0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0854.See file dsdata.pdf to determine how the superseded data were derived.
 PT0854
 PT0854_MARKER: DD = SURVEY DISK
 PT0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0854_STAMPING: H 313
 PT0854_MARK LOGO: USACE
 PT0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0854+STABILITY: SURFACE MOTION
 PT0854
 PT0854  HISTORY     - Date     Condition        Report By
 PT0854  HISTORY     - UNK      MONUMENTED       USACE
 PT0854  HISTORY     - 1948     GOOD             CGS
 PT0854  HISTORY     - 1951     GOOD             CGS
 PT0854
 PT0854                          STATION DESCRIPTION
 PT0854
 PT0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0854'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PIERRE NEAR THE
 PT0854'WEST END OF THE PROPOSED SITE OF THE OAHE DAM, AND ON LAND
 PT0854'OWNED BY MR. CHARLES HYDE.  IT IS 5.5 FEET WEST OF A WITNESS
 PT0854'POST.  IT IS A U.S. ARMY CORPS OF ENGINEERS TABLET SET IN TOP
 PT0854'OF A 7-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES, AND
 PT0854'THE DISK IS STAMPED H 313.
 PT0854'
 PT0854'REFERENCE MARK NO. 1 IS 42.79 FEET EAST OF THE STATION.  THE MARK
 PT0854'PROJECTS 3 INCHES AND THE DISK IS STAMPED H 313 U.S.E.D. NO 1 1948.
 PT0854'
 PT0854'REFERENCE MARK NO. 2 IS 57.50 FEET SOUTH OF THE STATION.  THE
 PT0854'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED H 313 U.S.E.D.
 PT0854'NO 2 1948.
 PT0854'
 PT0854'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHEAST OF THE
 PT0854'STATION, 5 FEET EAST OF A WITNESS POST, 3 FEET NORTH OF A WIRE
 PT0854'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT0854'H 313 U.S.E.D. 1948.
 PT0854'
 PT0854'TO REACH THE STATION FROM THE WEST END OF THE MISSOURI RIVER
 PT0854'BRIDGE, BETWEEN PIERRE AND FT. PIERRE, GO SOUTHWEST ON U.S.
 PT0854'HIGHWAYS 83 AND 14 FOR 0.3 MILE TO THE JUNCTION OF U.S. 83 AND
 PT0854'14, TURN RIGHT ON U.S. 14 FOR 0.8 MILE TO CROSSROADS, TURN
 PT0854'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 3.2 MILES TO A WHITE
 PT0854'BOARD GATE, GO THROUGH GATE AND CONTINUE ON MAIN ROAD FOR
 PT0854'1.15 MILES TO A WIRE GATE, FROM HERE THE AZIMUTH IS 0.15 MILE
 PT0854'EAST FROM GATE IN FENCE LINE, GO THROUGH GATE AND CONTINUE ON
 PT0854'MAIN ROAD, PASSING TO THE LEFT OF A WHITE HOUSE, AND GO 0.25 MILE
 PT0854'TO A WIRE GATE IN THE NORTH-SOUTH FENCE, GO THROUGH GATE AND
 PT0854'CONTINUE STRAIGHT AHEAD AT ANGLING CROSSROADS FOR 0.85 MILE ON
 PT0854'MAIN ROAD TO FORKS, TAKE RIGHT ROAD AND GO UP STEEP HILL ON TRACK
 PT0854'ROAD FOR 0.2 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 PT0854'
 PT0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0854
 PT0854                          STATION RECOVERY (1951)
 PT0854
 PT0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 PT0854'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0854'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 4.3 MILES
 PT0854'NORTHWEST ALONG THE OAHE DAM SITE ROAD TO A RED BARN, THENCE
 PT0854'0.2 MILE NORTH ALONG A TRACK ROAD TO A WIRE GATE, THENCE THROUGH
 PT0854'THE GATE AND 0.2 MILE NORTH ALONG A TRACK ROAD, THENCE 0.5 MILE
 PT0854'NORTH ALONG THE RIGHT FORK OF THE TRACK ROAD, ON THE HIGHEST
 PT0854'POINT OF A RIDGE, A U.S.E.D. DISK SET IN THE TOP OF A CONCRETE
 PT0854'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED H
 PT0854'313.
 PT0854'
 PT0854'H 313 (U.S.E.D.) R.M. 1 IS 42 FEET EAST OF TRIANGULATION STATION
 PT0854'H 313 (U.S.E.D.).  ON THE HIGHEST POINT OF A RIDGE, A REFERENCE
 PT0854'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 PT0854'FOOT ABOVE THE GROUND, STAMPED H 313 USED NO 1 1948.
 PT0854'
 PT0854'H 313 (U.S.E.D.) R.M. 2 IS 57 FEET SOUTH OF TRIANGULATION
 PT0854'STATION H 313 (U.S.E.D.), ON THE HIGHEST POINT OF A RIDGE, A
 PT0854'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PT0854'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED H 313 USED NO 2 1948.
 PT0854'
 PT0854'H 313 (U.S.E.D.) 1948 AZIMUTH IS 1.0 MILE SOUTHEAST OF TRIANGULATION
 PT0854'STATION H 313 (U.S.E.D.).  0.2 MILE EAST OF AN ARTESIAN WELL, 140
 PT0854'FEET EAST OF THE CENTER LINE OF THE OAHE ROAD, 5 FEET EAST OF A
 PT0854'WITNESS POST, 3 FEET NORTH OF A FENCE, AN AZIMUTH MARK DISK SET
 PT0854'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 PT0854'GROUND, STAMPED H 313 USED 1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0220 ***********************************************************************
 PT0220  DESIGNATION -  H 313 AZ MK
 PT0220  PID         -  PT0220
 PT0220  STATE/COUNTY-  SD/STANLEY
 PT0220  COUNTRY     -  US
 PT0220  USGS QUAD   -  OAHE DAM (2017)
 PT0220
 PT0220                         *CURRENT SURVEY CONTROL
 PT0220  ______________________________________________________________________
 PT0220* NAD 83(1986) POSITION- 44 26 00.     (N) 100 24 10.     (W)   SCALED
 PT0220* NAVD 88 ORTHO HEIGHT -   448.806 (meters)     1472.46  (feet) ADJUSTED
 PT0220  ______________________________________________________________________
 PT0220  GEOID HEIGHT    -        -23.215 (meters)                     GEOID18
 PT0220  DYNAMIC HEIGHT  -        448.716 (meters)     1472.16  (feet) COMP
 PT0220  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 PT0220
 PT0220  VERT ORDER      -  FIRST     CLASS II
 PT0220
 PT0220.The horizontal coordinates were scaled from a map and have
 PT0220.an estimated accuracy of +/- 6 seconds.
 PT0220
 PT0220.The orthometric height was determined by differential leveling and
 PT0220.adjusted by the NATIONAL GEODETIC SURVEY
 PT0220.in June 1991.
 PT0220
 PT0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0220.GEOID18 height accuracy estimate available here.
 PT0220
 PT0220.Click photographs - Photos may exist for this station.
 PT0220
 PT0220.The dynamic height is computed by dividing the NAVD 88
 PT0220.geopotential number by the normal gravity value computed on the
 PT0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0220.degrees latitude (g = 980.6199 gals.).
 PT0220
 PT0220.The modeled gravity was interpolated from observed gravity values.
 PT0220
 PT0220;                    North         East    Units  Estimated Accuracy
 PT0220;SPC SD S     -   233,310.      594,470.      MT  (+/- 180 meters Scaled)
 PT0220
 PT0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ883209(NAD 83)
 PT0220
 PT0220                          SUPERSEDED SURVEY CONTROL
 PT0220
 PT0220  NGVD 29 (??/??/92)  448.426  (m)         1471.21   (f) ADJ UNCH    1 2
 PT0220
 PT0220.Superseded values are not recommended for survey control.
 PT0220
 PT0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0220.See file dsdata.pdf to determine how the superseded data were derived.
 PT0220
 PT0220_MARKER: DZ = AZIMUTH MARK DISK
 PT0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0220_STAMPING: H 313 USED 1948
 PT0220_MARK LOGO: CGS
 PT0220_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0220+STABILITY: SURFACE MOTION
 PT0220
 PT0220  HISTORY     - Date     Condition        Report By
 PT0220  HISTORY     - 1948     MONUMENTED       CGS
 PT0220  HISTORY     - 1949     GOOD             CGS
 PT0220  HISTORY     - 1951     MARK NOT FOUND   CGS
 PT0220
 PT0220                          STATION DESCRIPTION
 PT0220
 PT0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0220'5.6 MI NW FROM FORT PIERRE.
 PT0220'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO
 PT0220'AND NORTH WESTERN RAILWAY STATION AT FORT PIERRE, THENCE 4.2
 PT0220'MILES NORTHWEST ALONG THE OAHE DAM SITE ROAD, 0.2 MILE EAST
 PT0220'OF AN ARTESIAN WELL, 140 FEET EAST OF THE CENTER LINE OF OAHE
 PT0220'ROAD, 5.0 FEET EAST OF A REFERENCE POST, 3.0 FEET NORTH OF A WIRE
 PT0220'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 PT0220'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.1 MILE EAST OF
 PT0220'BENCH MARK E 313.
 PT0220
 PT0220                          STATION RECOVERY (1951)
 PT0220
 PT0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0474 ***********************************************************************
 PS0474  DESIGNATION -  H 314
 PS0474  PID         -  PS0474
 PS0474  STATE/COUNTY-  SD/HYDE
 PS0474  COUNTRY     -  US
 PS0474  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0474
 PS0474                         *CURRENT SURVEY CONTROL
 PS0474  ______________________________________________________________________
 PS0474* NAD 83(1986) POSITION- 44 15 55.     (N) 099 31 21.     (W)   SCALED
 PS0474* NAVD 88 ORTHO HEIGHT -   590.782 (meters)     1938.26  (feet) ADJUSTED
 PS0474  ______________________________________________________________________
 PS0474  GEOID HEIGHT    -        -24.131 (meters)                     GEOID18
 PS0474  DYNAMIC HEIGHT  -        590.655 (meters)     1937.84  (feet) COMP
 PS0474  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 PS0474
 PS0474  VERT ORDER      -  SECOND    CLASS 0
 PS0474
 PS0474.The horizontal coordinates were scaled from a map and have
 PS0474.an estimated accuracy of +/- 6 seconds.
 PS0474
 PS0474.The orthometric height was determined by differential leveling and
 PS0474.adjusted by the NATIONAL GEODETIC SURVEY
 PS0474.in June 1991.
 PS0474
 PS0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0474.GEOID18 height accuracy estimate available here.
 PS0474
 PS0474.Click photographs - Photos may exist for this station.
 PS0474
 PS0474.The dynamic height is computed by dividing the NAVD 88
 PS0474.geopotential number by the normal gravity value computed on the
 PS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0474.degrees latitude (g = 980.6199 gals.).
 PS0474
 PS0474.The modeled gravity was interpolated from observed gravity values.
 PS0474
 PS0474;                    North         East    Units  Estimated Accuracy
 PS0474;SPC SD N     -    48,110.      638,130.      MT  (+/- 180 meters Scaled)
 PS0474
 PS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ582014(NAD 83)
 PS0474
 PS0474                          SUPERSEDED SURVEY CONTROL
 PS0474
 PS0474  NGVD 29 (??/??/92)  590.436  (m)         1937.12   (f) ADJ UNCH    2 0
 PS0474
 PS0474.Superseded values are not recommended for survey control.
 PS0474
 PS0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0474.See file dsdata.pdf to determine how the superseded data were derived.
 PS0474
 PS0474_MARKER: DB = BENCH MARK DISK
 PS0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0474_STAMPING: H 314 1946
 PS0474_MARK LOGO: CGS
 PS0474_PROJECTION: PROJECTING 5 CENTIMETERS
 PS0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0474+STABILITY: SURFACE MOTION
 PS0474
 PS0474  HISTORY     - Date     Condition        Report By
 PS0474  HISTORY     - 1946     MONUMENTED       CGS
 PS0474
 PS0474                          STATION DESCRIPTION
 PS0474
 PS0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0474'6 MI NW FROM STEPHAN.
 PS0474'6.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK MAY
 PS0474'BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A GRAVEL
 PS0474'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 PS0474'NORTH ALONG STATE HIGHWAY 47, AND THENCE 4.0 MILES WEST ALONG A
 PS0474'GRAVEL ROAD.  IT IS AT A SECTION LINE AND A ROAD INTERSECTION,
 PS0474'40.7 FEET WEST OF THE CENTER LINE OF THE CROSSROAD, 30.6 FEET
 PS0474'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 70.3 FEET SOUTH OF
 PS0474'A GATE IN A NORTH-AND-SOUTH FENCE, 4 FEET NORTHWEST OF A FENCE
 PS0474'CORNER, 2.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 PS0474'WITH THE GRAVEL ROAD.  A STANDARD DISK, STAMPED H 314 1946 AND
 PS0474'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 PS0474'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0495 ***********************************************************************
 PS0495  DESIGNATION -  H 315
 PS0495  PID         -  PS0495
 PS0495  STATE/COUNTY-  SD/HUGHES
 PS0495  COUNTRY     -  US
 PS0495  USGS QUAD   -  DE GREY SE (2017)
 PS0495
 PS0495                         *CURRENT SURVEY CONTROL
 PS0495  ______________________________________________________________________
 PS0495* NAD 83(1986) POSITION- 44 17 44.     (N) 099 52 16.     (W)   SCALED
 PS0495* NAVD 88 ORTHO HEIGHT -   496.892 (meters)     1630.22  (feet) ADJUSTED
 PS0495  ______________________________________________________________________
 PS0495  GEOID HEIGHT    -        -23.959 (meters)                     GEOID18
 PS0495  DYNAMIC HEIGHT  -        496.788 (meters)     1629.88  (feet) COMP
 PS0495  MODELED GRAVITY -    980,394.5   (mgal)                       NAVD 88
 PS0495
 PS0495  VERT ORDER      -  SECOND    CLASS 0
 PS0495
 PS0495.The horizontal coordinates were scaled from a map and have
 PS0495.an estimated accuracy of +/- 6 seconds.
 PS0495
 PS0495.The orthometric height was determined by differential leveling and
 PS0495.adjusted by the NATIONAL GEODETIC SURVEY
 PS0495.in June 1991.
 PS0495
 PS0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0495.GEOID18 height accuracy estimate available here.
 PS0495
 PS0495.Click photographs - Photos may exist for this station.
 PS0495
 PS0495.The dynamic height is computed by dividing the NAVD 88
 PS0495.geopotential number by the normal gravity value computed on the
 PS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0495.degrees latitude (g = 980.6199 gals.).
 PS0495
 PS0495.The modeled gravity was interpolated from observed gravity values.
 PS0495
 PS0495;                    North         East    Units  Estimated Accuracy
 PS0495;SPC SD S     -   218,100.      636,890.      MT  (+/- 180 meters Scaled)
 PS0495
 PS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ305050(NAD 83)
 PS0495
 PS0495                          SUPERSEDED SURVEY CONTROL
 PS0495
 PS0495  NGVD 29 (??/??/92)  496.553  (m)         1629.11   (f) ADJ UNCH    2 0
 PS0495
 PS0495.Superseded values are not recommended for survey control.
 PS0495
 PS0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0495.See file dsdata.pdf to determine how the superseded data were derived.
 PS0495
 PS0495_MARKER: DB = BENCH MARK DISK
 PS0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0495_STAMPING: H 315 1946
 PS0495_MARK LOGO: CGS
 PS0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0495+STABILITY: SURFACE MOTION
 PS0495
 PS0495  HISTORY     - Date     Condition        Report By
 PS0495  HISTORY     - 1946     MONUMENTED       CGS
 PS0495
 PS0495                          STATION DESCRIPTION
 PS0495
 PS0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0495'3.1 MI E FROM DE GREY.
 PS0495'3.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 PS0495'DE GREY, HUGHES COUNTY, 1.0 MILE WEST OF GIDDINGS SCHOOL, NEAR
 PS0495'A FENCE CORNER, 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PS0495'4 FEET EAST OF THE FENCE CORNER, 3 FEET NORTH OF THE FENCE, AND
 PS0495'2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 PS0495'STAMPED H 315 1946 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0122 ***********************************************************************
 OR0122  DESIGNATION -  H 316
 OR0122  PID         -  OR0122
 OR0122  STATE/COUNTY-  SD/CHARLES MIX
 OR0122  COUNTRY     -  US
 OR0122  USGS QUAD   -  WAGNER (2017)
 OR0122
 OR0122                         *CURRENT SURVEY CONTROL
 OR0122  ______________________________________________________________________
 OR0122* NAD 83(1986) POSITION- 43 00 31.     (N) 098 18 29.     (W)   SCALED
 OR0122* NAVD 88 ORTHO HEIGHT -   480.215 (meters)     1575.51  (feet) ADJUSTED
 OR0122  ______________________________________________________________________
 OR0122  GEOID HEIGHT    -        -26.235 (meters)                     GEOID18
 OR0122  DYNAMIC HEIGHT  -        480.052 (meters)     1574.97  (feet) COMP
 OR0122  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 OR0122
 OR0122  VERT ORDER      -  SECOND    CLASS 0
 OR0122
 OR0122.The horizontal coordinates were scaled from a map and have
 OR0122.an estimated accuracy of +/- 6 seconds.
 OR0122
 OR0122.The orthometric height was determined by differential leveling and
 OR0122.adjusted by the NATIONAL GEODETIC SURVEY
 OR0122.in June 1991.
 OR0122
 OR0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0122.GEOID18 height accuracy estimate available here.
 OR0122
 OR0122.Click photographs - Photos may exist for this station.
 OR0122
 OR0122.The dynamic height is computed by dividing the NAVD 88
 OR0122.geopotential number by the normal gravity value computed on the
 OR0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0122.degrees latitude (g = 980.6199 gals.).
 OR0122
 OR0122.The modeled gravity was interpolated from observed gravity values.
 OR0122
 OR0122;                    North         East    Units  Estimated Accuracy
 OR0122;SPC SD S     -    77,030.      765,100.      MT  (+/- 180 meters Scaled)
 OR0122
 OR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN563620(NAD 83)
 OR0122
 OR0122                          SUPERSEDED SURVEY CONTROL
 OR0122
 OR0122  NGVD 29 (??/??/92)  479.929  (m)         1574.57   (f) ADJ UNCH    2 0
 OR0122
 OR0122.Superseded values are not recommended for survey control.
 OR0122
 OR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0122.See file dsdata.pdf to determine how the superseded data were derived.
 OR0122
 OR0122_MARKER: DB = BENCH MARK DISK
 OR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0122_STAMPING: H 316 1946
 OR0122_MARK LOGO: CGS
 OR0122_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0122+STABILITY: SURFACE MOTION
 OR0122
 OR0122  HISTORY     - Date     Condition        Report By
 OR0122  HISTORY     - 1946     MONUMENTED       CGS
 OR0122
 OR0122                          STATION DESCRIPTION
 OR0122
 OR0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0122'5.6 MI S FROM WAGNER.
 OR0122'TO REACH FROM THE POST OFFICE AT WAGNER GO SOUTH 0.9 MILE ALONG
 OR0122'A GRAVELED ROAD, THENCE WEST 0.7 MILE ALONG A GRAVELED ROAD,
 OR0122'THENCE SOUTH 4.0 MILES ALONG A GRAVELED ROAD TO SITE OF MARK,
 OR0122'BENCH MARK IS AT A ROAD INTERSECTION, 53.0 FEET EAST OF AND
 OR0122'ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH
 OR0122'ROAD, 27.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 OR0122'21.5 FEET EAST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND
 OR0122'1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 OR0122'STAMPED H 316 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 OR0122'PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0571 ***********************************************************************
 OR0571  DESIGNATION -  H 318
 OR0571  PID         -  OR0571
 OR0571  STATE/COUNTY-  SD/GREGORY
 OR0571  COUNTRY     -  US
 OR0571  USGS QUAD   -  BURKE (2017)
 OR0571
 OR0571                         *CURRENT SURVEY CONTROL
 OR0571  ______________________________________________________________________
 OR0571* NAD 83(1986) POSITION- 43 07 31.     (N) 099 17 49.     (W)   SCALED
 OR0571* NAVD 88 ORTHO HEIGHT -   636.115 (meters)     2086.99  (feet) ADJUSTED
 OR0571  ______________________________________________________________________
 OR0571  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 OR0571  DYNAMIC HEIGHT  -        635.871 (meters)     2086.19  (feet) COMP
 OR0571  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 OR0571
 OR0571  VERT ORDER      -  SECOND    CLASS 0
 OR0571
 OR0571.The horizontal coordinates were scaled from a map and have
 OR0571.an estimated accuracy of +/- 6 seconds.
 OR0571
 OR0571.The orthometric height was determined by differential leveling and
 OR0571.adjusted by the NATIONAL GEODETIC SURVEY
 OR0571.in June 1991.
 OR0571
 OR0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0571.GEOID18 height accuracy estimate available here.
 OR0571
 OR0571.Click photographs - Photos may exist for this station.
 OR0571
 OR0571.The dynamic height is computed by dividing the NAVD 88
 OR0571.geopotential number by the normal gravity value computed on the
 OR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0571.degrees latitude (g = 980.6199 gals.).
 OR0571
 OR0571.The modeled gravity was interpolated from observed gravity values.
 OR0571
 OR0571;                    North         East    Units  Estimated Accuracy
 OR0571;SPC SD S     -    88,500.      684,330.      MT  (+/- 180 meters Scaled)
 OR0571
 OR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758747(NAD 83)
 OR0571
 OR0571                          SUPERSEDED SURVEY CONTROL
 OR0571
 OR0571  NGVD 29 (??/??/92)  635.790  (m)         2085.92   (f) ADJ UNCH    2 0
 OR0571
 OR0571.Superseded values are not recommended for survey control.
 OR0571
 OR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0571.See file dsdata.pdf to determine how the superseded data were derived.
 OR0571
 OR0571_MARKER: DB = BENCH MARK DISK
 OR0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0571_STAMPING: H 318 1946
 OR0571_MARK LOGO: CGS
 OR0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0571+STABILITY: SURFACE MOTION
 OR0571
 OR0571  HISTORY     - Date     Condition        Report By
 OR0571  HISTORY     - 1946     MONUMENTED       CGS
 OR0571
 OR0571                          STATION DESCRIPTION
 OR0571
 OR0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0571'3.8 MI S FROM BURKE.
 OR0571'ALONG A GRAVELED COUNTY ROAD, 3.8 MILES SOUTH OF THE CHICAGO
 OR0571'AND NORTHWESTERN RAILROAD STATION IN BURKE, NEAR A SECTION
 OR0571'CORNER, 30 FEET WEST OF THE CENTER OF THE MAIN ROAD, 42 FEET
 OR0571'SOUTH OF THE CENTER OF A SIDE ROAD, 6 FEET SOUTH OF A CORNER
 OR0571'FENCE POST, 2 FEET NORTH OF WITNESS POST, 2 FEET WEST OF FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0572 ***********************************************************************
 OR0572  DESIGNATION -  H 318 RESET
 OR0572  PID         -  OR0572
 OR0572  STATE/COUNTY-  SD/GREGORY
 OR0572  COUNTRY     -  US
 OR0572  USGS QUAD   -  BURKE (2017)
 OR0572
 OR0572                         *CURRENT SURVEY CONTROL
 OR0572  ______________________________________________________________________
 OR0572* NAD 83(1986) POSITION- 43 07 31.     (N) 099 17 49.     (W)   SCALED
 OR0572* NAVD 88 ORTHO HEIGHT -   635.70  (+/-2cm)     2085.6   (feet) VERTCON3
 OR0572  ______________________________________________________________________
 OR0572  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 OR0572  VERT ORDER      -  THIRD (See Below)
 OR0572
 OR0572.The horizontal coordinates were scaled from a map and have
 OR0572.an estimated accuracy of +/- 6 seconds.
 OR0572
 OR0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0572
 OR0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0572.GEOID18 height accuracy estimate available here.
 OR0572
 OR0572.The vertical order pertains to the NGVD 29 superseded value.
 OR0572
 OR0572.Click photographs - Photos may exist for this station.
 OR0572
 OR0572;                    North         East    Units  Estimated Accuracy
 OR0572;SPC SD S     -    88,500.      684,330.      MT  (+/- 180 meters Scaled)
 OR0572
 OR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758747(NAD 83)
 OR0572
 OR0572                          SUPERSEDED SURVEY CONTROL
 OR0572
 OR0572  NGVD 29 (??/??/??)  635.38   (m)         2084.6    (f) RESET       3  
 OR0572
 OR0572.Superseded values are not recommended for survey control.
 OR0572
 OR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0572.See file dsdata.pdf to determine how the superseded data were derived.
 OR0572
 OR0572_MARKER: DB = BENCH MARK DISK
 OR0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0572_STAMPING: H 318 RESET 1961
 OR0572_MARK LOGO: CGS
 OR0572_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0572+STABILITY: SURFACE MOTION
 OR0572
 OR0572  HISTORY     - Date     Condition        Report By
 OR0572  HISTORY     - 1961     MONUMENTED       CGS
 OR0572
 OR0572                          STATION DESCRIPTION
 OR0572
 OR0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0572'3.8 MI S FROM BURKE.
 OR0572'THIS MARK IS LOCATED ABOUT 3.8 MILES SOUTH ALONG STATE HIGHWAY
 OR0572'47 FROM THE RAILROAD STATION IN BURKE, IN THE SOUTHWEST ANGLE OF
 OR0572'CROSSROADS, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 45
 OR0572'FEET SOUTH OF CENTER OF EAST-WEST ROAD AND 1 FOOT EAST OF A
 OR0572'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OR0572'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0977 ***********************************************************************
 NM0977  DESIGNATION -  H 319
 NM0977  PID         -  NM0977
 NM0977  STATE/COUNTY-  SD/YANKTON
 NM0977  COUNTRY     -  US
 NM0977  USGS QUAD   -  YANKTON (2017)
 NM0977
 NM0977                         *CURRENT SURVEY CONTROL
 NM0977  ______________________________________________________________________
 NM0977* NAD 83(1986) POSITION- 42 57 08.     (N) 097 28 15.     (W)   SCALED
 NM0977* NAVD 88 ORTHO HEIGHT -   426.454 (meters)     1399.12  (feet) ADJUSTED
 NM0977  ______________________________________________________________________
 NM0977  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 NM0977  DYNAMIC HEIGHT  -        426.328 (meters)     1398.71  (feet) COMP
 NM0977  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 NM0977
 NM0977  VERT ORDER      -  SECOND    CLASS 0
 NM0977
 NM0977.The horizontal coordinates were scaled from a map and have
 NM0977.an estimated accuracy of +/- 6 seconds.
 NM0977
 NM0977.The orthometric height was determined by differential leveling and
 NM0977.adjusted by the NATIONAL GEODETIC SURVEY
 NM0977.in June 1991.
 NM0977
 NM0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0977.GEOID18 height accuracy estimate available here.
 NM0977
 NM0977.Click photographs - Photos may exist for this station.
 NM0977
 NM0977.The dynamic height is computed by dividing the NAVD 88
 NM0977.geopotential number by the normal gravity value computed on the
 NM0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0977.degrees latitude (g = 980.6199 gals.).
 NM0977
 NM0977.The modeled gravity was interpolated from observed gravity values.
 NM0977
 NM0977;                    North         East    Units  Estimated Accuracy
 NM0977;SPC SD S     -    72,780.      833,540.      MT  (+/- 180 meters Scaled)
 NM0977
 NM0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN247566(NAD 83)
 NM0977
 NM0977                          SUPERSEDED SURVEY CONTROL
 NM0977
 NM0977  NGVD 29 (??/??/92)  426.230  (m)         1398.39   (f) ADJ UNCH    2 0
 NM0977
 NM0977.Superseded values are not recommended for survey control.
 NM0977
 NM0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0977.See file dsdata.pdf to determine how the superseded data were derived.
 NM0977
 NM0977_MARKER: DB = BENCH MARK DISK
 NM0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0977_STAMPING: H 319 1946
 NM0977_MARK LOGO: CGS
 NM0977_PROJECTION: PROJECTING 13 CENTIMETERS
 NM0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0977+STABILITY: SURFACE MOTION
 NM0977
 NM0977  HISTORY     - Date     Condition        Report By
 NM0977  HISTORY     - 1946     MONUMENTED       CGS
 NM0977
 NM0977                          STATION DESCRIPTION
 NM0977
 NM0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0977'2.4 MI SE FROM UTICA.
 NM0977'ABOUT 2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NM0977'AND PACIFIC RAILROAD FROM THE STATION AT UTICA, AND AT A GRAVEL
 NM0977'ROAD CROSSING, 3 POLES SOUTHEAST OF MILEPOST NO. 159, 66 FEET
 NM0977'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 42 FEET WEST OF AND
 NM0977'ABOUT 2.5 FEET HIGHER THAN THE CENTER LINE OF THE RAILROAD,
 NM0977'12 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A
 NM0977'4 IN X 4 IN MARKER POST.  A BRONZE DISC SET IN THE TOP OF A
 NM0977'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0334 ***********************************************************************
 QT0334  DESIGNATION -  H 32
 QT0334  PID         -  QT0334
 QT0334  STATE/COUNTY-  SD/HARDING
 QT0334  COUNTRY     -  US
 QT0334  USGS QUAD   -  SADDLE BUTTE (2017)
 QT0334
 QT0334                         *CURRENT SURVEY CONTROL
 QT0334  ______________________________________________________________________
 QT0334* NAD 83(1986) POSITION- 45 34 53.7    (N) 103 43 00.9    (W)   HD_HELD2
 QT0334* NAVD 88 ORTHO HEIGHT -   933.111 (meters)     3061.38  (feet) ADJUSTED
 QT0334  ______________________________________________________________________
 QT0334  GEOID HEIGHT    -        -15.961 (meters)                     GEOID18
 QT0334  DYNAMIC HEIGHT  -        932.941 (meters)     3060.82  (feet) COMP
 QT0334  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 QT0334
 QT0334  VERT ORDER      -  FIRST     CLASS II
 QT0334
 QT0334.The horizontal coordinates were established by autonomous hand held GPS
 QT0334.observations and have an estimated accuracy of +/- 10 meters.
 QT0334
 QT0334.The orthometric height was determined by differential leveling and
 QT0334.adjusted by the NATIONAL GEODETIC SURVEY
 QT0334.in June 1991.
 QT0334
 QT0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0334.GEOID18 height accuracy estimate available here.
 QT0334
 QT0334.Click photographs - Photos may exist for this station.
 QT0334
 QT0334.The dynamic height is computed by dividing the NAVD 88
 QT0334.geopotential number by the normal gravity value computed on the
 QT0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0334.degrees latitude (g = 980.6199 gals.).
 QT0334
 QT0334.The modeled gravity was interpolated from observed gravity values.
 QT0334
 QT0334;                    North         East    Units  Estimated Accuracy
 QT0334;SPC SD N     -   200,933.      310,020.      MT  (+/- 10 meters HH2 GPS)
 QT0334
 QT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0009848360(NAD 83)
 QT0334
 QT0334                          SUPERSEDED SURVEY CONTROL
 QT0334
 QT0334  NGVD 29 (??/??/92)  932.590  (m)         3059.67   (f) ADJ UNCH    1 2
 QT0334
 QT0334.Superseded values are not recommended for survey control.
 QT0334
 QT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0334.See file dsdata.pdf to determine how the superseded data were derived.
 QT0334
 QT0334_MARKER: DB = BENCH MARK DISK
 QT0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0334_STAMPING: H 32 1934
 QT0334_MARK LOGO: CGS
 QT0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0334+STABILITY: SURFACE MOTION
 QT0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0334+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 QT0334
 QT0334  HISTORY     - Date     Condition        Report By
 QT0334  HISTORY     - 1934     MONUMENTED       CGS
 QT0334  HISTORY     - 1973     GOOD             NGS
 QT0334  HISTORY     - 1979     GOOD             NGS
 QT0334  HISTORY     - 19981030 GOOD             NGS
 QT0334  HISTORY     - 20100520 GOOD             GEOCAC
 QT0334
 QT0334                          STATION DESCRIPTION
 QT0334
 QT0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0334'9.1 MI W FROM BUFFALO.
 QT0334'9.1 MILES WEST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 QT0334'AT BUFFALO, HARDING COUNTY, ABOUT 0.3 MILE SOUTHWEST OF A BRIDGE,
 QT0334'39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 8 FEET EAST
 QT0334'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 32 1934
 QT0334'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A METAL WITNESS
 QT0334'POST IS SET 8 FEET WEST OF MARK.
 QT0334
 QT0334                          STATION RECOVERY (1973)
 QT0334
 QT0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QT0334'RECOVERED IN GOOD CONDITION.
 QT0334
 QT0334                          STATION RECOVERY (1979)
 QT0334
 QT0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QT0334'8.4 MILES WESTALONG STATE HIGHWAY 20 FROM BUFFALO, 39 FEET SOUTHEAST
 QT0334'OF 8.4 MILES WEST ALONG STATE HIGHWAY 20 FROM BUFFALO, 39 FEET
 QT0334'SOUTHEAST OF CENTER OF STATE HIGHWAY 20, 8 FEET SOUTHEAST OF FENCE
 QT0334'AND 7.8 FEET SOUTHEAST OF WITNESS POST.
 QT0334
 QT0334                          STATION RECOVERY (1998)
 QT0334
 QT0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0334'13.9 KM (8.65 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 QT0334'U.S. HIGHWAY 85 IN BUFFALO, 195.0 M (639.8 FT) WEST OF MILEPOST 19,
 QT0334'57.8 M (189.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 42.4 M (139.1
 QT0334'FT) SOUTH OF BENCH MARK 20 018.90, 2.3 M (7.5 FT) SOUTHEAST OF A
 QT0334'WITNESS POST, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 QT0334'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QT0334'PROPERTY OWNED BY TOM WILSON, P.O. BOX 87, BUFFALO, SD 57720.
 QT0334
 QT0334                          STATION RECOVERY (2010)
 QT0334
 QT0334'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 QT0334'THE WP IS MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0052 ***********************************************************************
 OS0052  DESIGNATION -  H 321
 OS0052  PID         -  OS0052
 OS0052  STATE/COUNTY-  SD/TRIPP
 OS0052  COUNTRY     -  US
 OS0052  USGS QUAD   -  CARTER (2017)
 OS0052
 OS0052                         *CURRENT SURVEY CONTROL
 OS0052  ______________________________________________________________________
 OS0052* NAD 83(1986) POSITION- 43 27 29.     (N) 100 11 07.     (W)   SCALED
 OS0052* NAVD 88 ORTHO HEIGHT -   614.403 (meters)     2015.75  (feet) ADJUSTED
 OS0052  ______________________________________________________________________
 OS0052  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 OS0052  DYNAMIC HEIGHT  -        614.185 (meters)     2015.04  (feet) COMP
 OS0052  MODELED GRAVITY -    980,245.5   (mgal)                       NAVD 88
 OS0052
 OS0052  VERT ORDER      -  SECOND    CLASS 0
 OS0052
 OS0052.The horizontal coordinates were scaled from a map and have
 OS0052.an estimated accuracy of +/- 6 seconds.
 OS0052
 OS0052.The orthometric height was determined by differential leveling and
 OS0052.adjusted by the NATIONAL GEODETIC SURVEY
 OS0052.in June 1991.
 OS0052
 OS0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0052.GEOID18 height accuracy estimate available here.
 OS0052
 OS0052.Click photographs - Photos may exist for this station.
 OS0052
 OS0052.The dynamic height is computed by dividing the NAVD 88
 OS0052.geopotential number by the normal gravity value computed on the
 OS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0052.degrees latitude (g = 980.6199 gals.).
 OS0052
 OS0052.The modeled gravity was interpolated from observed gravity values.
 OS0052
 OS0052;                    North         East    Units  Estimated Accuracy
 OS0052;SPC SD S     -   124,960.      611,980.      MT  (+/- 180 meters Scaled)
 OS0052
 OS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP041123(NAD 83)
 OS0052
 OS0052                          SUPERSEDED SURVEY CONTROL
 OS0052
 OS0052  NGVD 29 (??/??/92)  614.028  (m)         2014.52   (f) ADJ UNCH    2 0
 OS0052
 OS0052.Superseded values are not recommended for survey control.
 OS0052
 OS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0052.See file dsdata.pdf to determine how the superseded data were derived.
 OS0052
 OS0052_MARKER: DB = BENCH MARK DISK
 OS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0052_STAMPING: H 321 1946
 OS0052_MARK LOGO: CGS
 OS0052_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0052+STABILITY: SURFACE MOTION
 OS0052
 OS0052  HISTORY     - Date     Condition        Report By
 OS0052  HISTORY     - 1946     MONUMENTED       CGS
 OS0052
 OS0052                          STATION DESCRIPTION
 OS0052
 OS0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0052'5.8 MI NW FROM WITTEN.
 OS0052'ABOUT 5.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OS0052'RAILROAD FROM WITTEN, AND AT A DIRT ROAD CROSSING, ABOUT 125
 OS0052'YARDS EAST OF MILEPOST NO. 193, 50 FEET EAST OF THE CENTER LINE
 OS0052'OF THE ROAD, 49 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 OS0052'LINE OF THE RAILROAD, 14 FEET EAST OF THE RIGHT-OF-WAY FENCE
 OS0052'CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF
 OS0052'A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED H 1946 AND
 OS0052'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 OS0052'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0099 ***********************************************************************
 OS0099  DESIGNATION -  H 322
 OS0099  PID         -  OS0099
 OS0099  STATE/COUNTY-  SD/TRIPP
 OS0099  COUNTRY     -  US
 OS0099  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0099
 OS0099                         *CURRENT SURVEY CONTROL
 OS0099  ______________________________________________________________________
 OS0099* NAD 83(1986) POSITION- 43 07 34.     (N) 100 09 58.     (W)   SCALED
 OS0099* NAVD 88 ORTHO HEIGHT -   699.398 (meters)     2294.61  (feet) ADJUSTED
 OS0099  ______________________________________________________________________
 OS0099  GEOID HEIGHT    -        -23.775 (meters)                     GEOID18
 OS0099  DYNAMIC HEIGHT  -        699.126 (meters)     2293.72  (feet) COMP
 OS0099  MODELED GRAVITY -    980,208.3   (mgal)                       NAVD 88
 OS0099
 OS0099  VERT ORDER      -  SECOND    CLASS 0
 OS0099
 OS0099.The horizontal coordinates were scaled from a map and have
 OS0099.an estimated accuracy of +/- 6 seconds.
 OS0099
 OS0099.The orthometric height was determined by differential leveling and
 OS0099.adjusted by the NATIONAL GEODETIC SURVEY
 OS0099.in June 1991.
 OS0099
 OS0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0099.GEOID18 height accuracy estimate available here.
 OS0099
 OS0099.Click photographs - Photos may exist for this station.
 OS0099
 OS0099.The dynamic height is computed by dividing the NAVD 88
 OS0099.geopotential number by the normal gravity value computed on the
 OS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0099.degrees latitude (g = 980.6199 gals.).
 OS0099
 OS0099.The modeled gravity was interpolated from observed gravity values.
 OS0099
 OS0099;                    North         East    Units  Estimated Accuracy
 OS0099;SPC SD S     -    88,080.      613,610.      MT  (+/- 180 meters Scaled)
 OS0099
 OS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN051754(NAD 83)
 OS0099
 OS0099                          SUPERSEDED SURVEY CONTROL
 OS0099
 OS0099  NGVD 29 (??/??/92)  699.062  (m)         2293.51   (f) ADJ UNCH    2 0
 OS0099
 OS0099.Superseded values are not recommended for survey control.
 OS0099
 OS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0099.See file dsdata.pdf to determine how the superseded data were derived.
 OS0099
 OS0099_MARKER: DB = BENCH MARK DISK
 OS0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0099_STAMPING: H 322 1946
 OS0099_MARK LOGO: CGS
 OS0099_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0099+STABILITY: SURFACE MOTION
 OS0099
 OS0099  HISTORY     - Date     Condition        Report By
 OS0099  HISTORY     - 1946     MONUMENTED       CGS
 OS0099  HISTORY     - 1949     GOOD             CGS
 OS0099
 OS0099                          STATION DESCRIPTION
 OS0099
 OS0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0099'2.5 MI NW FROM KEYAPAHA.
 OS0099'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0099'KEYAPAHA, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AND AT A
 OS0099'ROAD INTERSECTION, 80 FEET EAST OF AND ABOUT LEVEL WITH THE
 OS0099'CENTER LINE OF THE NORTH-SOUTH ROAD, 48 FEET EAST OF THE
 OS0099'RIGHT-OF-WAY FENCE CORNER, 30 FEET NORTH OF THE CENTER LINE OF
 OS0099'THE EAST-WEST ROAD, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.
 OS0099'PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED H 322 1946.
 OS0099
 OS0099                          STATION RECOVERY (1949)
 OS0099
 OS0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OS0099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0752 ***********************************************************************
 OR0752  DESIGNATION -  H 323
 OR0752  PID         -  OR0752
 OR0752  STATE/COUNTY-  SD/TRIPP
 OR0752  COUNTRY     -  US
 OR0752  USGS QUAD   -  MILLBORO (2017)
 OR0752
 OR0752                         *CURRENT SURVEY CONTROL
 OR0752  ______________________________________________________________________
 OR0752* NAD 83(1986) POSITION- 43 03 09.     (N) 099 53 33.     (W)   SCALED
 OR0752* NAVD 88 ORTHO HEIGHT -   661.977 (meters)     2171.84  (feet) ADJUSTED
 OR0752  ______________________________________________________________________
 OR0752  GEOID HEIGHT    -        -24.114 (meters)                     GEOID18
 OR0752  DYNAMIC HEIGHT  -        661.727 (meters)     2171.02  (feet) COMP
 OR0752  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 OR0752
 OR0752  VERT ORDER      -  SECOND    CLASS 0
 OR0752
 OR0752.The horizontal coordinates were scaled from a map and have
 OR0752.an estimated accuracy of +/- 6 seconds.
 OR0752
 OR0752.The orthometric height was determined by differential leveling and
 OR0752.adjusted by the NATIONAL GEODETIC SURVEY
 OR0752.in June 1991.
 OR0752
 OR0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0752.GEOID18 height accuracy estimate available here.
 OR0752
 OR0752.Click photographs - Photos may exist for this station.
 OR0752
 OR0752.The dynamic height is computed by dividing the NAVD 88
 OR0752.geopotential number by the normal gravity value computed on the
 OR0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0752.degrees latitude (g = 980.6199 gals.).
 OR0752
 OR0752.The modeled gravity was interpolated from observed gravity values.
 OR0752
 OR0752;                    North         East    Units  Estimated Accuracy
 OR0752;SPC SD S     -    79,990.      635,910.      MT  (+/- 180 meters Scaled)
 OR0752
 OR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN273670(NAD 83)
 OR0752
 OR0752                          SUPERSEDED SURVEY CONTROL
 OR0752
 OR0752  NGVD 29 (??/??/92)  661.665  (m)         2170.81   (f) ADJ UNCH    2 0
 OR0752
 OR0752.Superseded values are not recommended for survey control.
 OR0752
 OR0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0752.See file dsdata.pdf to determine how the superseded data were derived.
 OR0752
 OR0752_MARKER: DB = BENCH MARK DISK
 OR0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0752_STAMPING: H 323 1946
 OR0752_MARK LOGO: CGS
 OR0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0752+STABILITY: SURFACE MOTION
 OR0752
 OR0752  HISTORY     - Date     Condition        Report By
 OR0752  HISTORY     - 1946     MONUMENTED       CGS
 OR0752  HISTORY     - 1977     GOOD             USGS
 OR0752  HISTORY     - 19870708 POOR             NGS
 OR0752
 OR0752                          STATION DESCRIPTION
 OR0752
 OR0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0752'8.1 MI NW FROM WEWELA.
 OR0752'0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WEWELA,
 OR0752'THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES WEST
 OR0752'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 OR0752'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH
 OR0752'ALONG A DIRT ROAD, AND ABOUT 100 YARDS SOUTH OF A POINT WHERE
 OR0752'THE ROAD TURNS WEST, 161 FEET NORTH OF A CURVE MARKER, 101 FEET
 OR0752'SOUTH OF THE EAST END OF AN 18 INCH CORRUGATED IRON CULVERT,
 OR0752'30 FEET EAST OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF
 OR0752'THE ROAD, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS
 OR0752'4 INCHES ABOVE THE GROUND.
 OR0752
 OR0752                          STATION RECOVERY (1977)
 OR0752
 OR0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OR0752'0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WEWELA,
 OR0752'THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILES WEST ALONG
 OR0752'A DIRT ROAD, THENCE 1.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 OR0752'MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A DIRT
 OR0752'ROAD, ON TOP OF A SMALL RIDGE RUNNING NORTHERLY, PARALLEL TO THE
 OR0752'ROAD, 15 FEET NORTH OF CORNER POST, 10 FEET NORTH OF WITNESS SIGN,
 OR0752'PROJECTING 1.4 FEET ABOVE THE GROUND.
 OR0752
 OR0752                          STATION RECOVERY (1987)
 OR0752
 OR0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0752'THE MARK WAS FOUND WITH THE DIRT GRADED AWAY FROM IT BUT SOLID IN
 OR0752'THE GROUND. GPS OBSERVATION OBSTRUCTED BY TREES FROM SOUTH THRU
 OR0752'SOUTHWEST TO WEST. PROJECTS 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0839 ***********************************************************************
 NM0839  DESIGNATION -  H 324
 NM0839  PID         -  NM0839
 NM0839  STATE/COUNTY-  SD/UNION
 NM0839  COUNTRY     -  US
 NM0839  USGS QUAD   -  ELK POINT NE (2018)
 NM0839
 NM0839                         *CURRENT SURVEY CONTROL
 NM0839  ______________________________________________________________________
 NM0839* NAD 83(1986) POSITION- 42 37 37.     (N) 096 35 28.     (W)   SCALED
 NM0839* NAVD 88 ORTHO HEIGHT -   340.142 (meters)     1115.95  (feet) ADJUSTED
 NM0839  ______________________________________________________________________
 NM0839  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 NM0839  DYNAMIC HEIGHT  -        340.039 (meters)     1115.61  (feet) COMP
 NM0839  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 NM0839
 NM0839  VERT ORDER      -  FIRST     CLASS II
 NM0839
 NM0839.The horizontal coordinates were scaled from a map and have
 NM0839.an estimated accuracy of +/- 6 seconds.
 NM0839
 NM0839.The orthometric height was determined by differential leveling and
 NM0839.adjusted by the NATIONAL GEODETIC SURVEY
 NM0839.in June 1991.
 NM0839
 NM0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0839.GEOID18 height accuracy estimate available here.
 NM0839
 NM0839.Click photographs - Photos may exist for this station.
 NM0839
 NM0839.The dynamic height is computed by dividing the NAVD 88
 NM0839.geopotential number by the normal gravity value computed on the
 NM0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0839.degrees latitude (g = 980.6199 gals.).
 NM0839
 NM0839.The modeled gravity was interpolated from observed gravity values.
 NM0839
 NM0839;                    North         East    Units  Estimated Accuracy
 NM0839;SPC SD S     -    39,530.      906,900.      MT  (+/- 180 meters Scaled)
 NM0839
 NM0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN975222(NAD 83)
 NM0839
 NM0839                          SUPERSEDED SURVEY CONTROL
 NM0839
 NM0839  NGVD 29 (??/??/92)  339.968  (m)         1115.38   (f) ADJ UNCH    1 2
 NM0839
 NM0839.Superseded values are not recommended for survey control.
 NM0839
 NM0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0839.See file dsdata.pdf to determine how the superseded data were derived.
 NM0839
 NM0839_MARKER: DB = BENCH MARK DISK
 NM0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0839_STAMPING: H 324 1948
 NM0839_MARK LOGO: CGS
 NM0839_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0839+STABILITY: SURFACE MOTION
 NM0839
 NM0839  HISTORY     - Date     Condition        Report By
 NM0839  HISTORY     - 1948     MONUMENTED       CGS
 NM0839  HISTORY     - 20120404 POOR             INDIV
 NM0839
 NM0839                          STATION DESCRIPTION
 NM0839
 NM0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0839'2.5 MI NW FROM JEFFERSON.
 NM0839'2.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0839'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, AT A PRIVATE
 NM0839'ROAD CROSSING, 28.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 NM0839'TRACK, 16.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 10.8
 NM0839'FEET SOUTH OF THE THIRD POLE SOUTHEAST OF MILEPOST 105, 6.0 FEET
 NM0839'NORTHWEST OF A NORTHWEST GATE POST, 1.6 FEET NORTHEAST OF THE
 NM0839'SOUTHWEST RIGHT-OF-WAY FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE
 NM0839'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0839'THE GROUND.
 NM0839
 NM0839                          STATION RECOVERY (2012)
 NM0839
 NM0839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0839'FOUND MONUMENT, NO CAP ON IT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0789 ***********************************************************************
 NM0789  DESIGNATION -  H 325
 NM0789  PID         -  NM0789
 NM0789  STATE/COUNTY-  SD/UNION
 NM0789  COUNTRY     -  US
 NM0789  USGS QUAD   -  PONCA (2017)
 NM0789
 NM0789                         *CURRENT SURVEY CONTROL
 NM0789  ______________________________________________________________________
 NM0789* NAD 83(1986) POSITION- 42 34 34.     (N) 096 37 31.     (W)   SCALED
 NM0789* NAVD 88 ORTHO HEIGHT -   341.693 (meters)     1121.04  (feet) ADJUSTED
 NM0789  ______________________________________________________________________
 NM0789  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 NM0789  DYNAMIC HEIGHT  -        341.586 (meters)     1120.69  (feet) COMP
 NM0789  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 NM0789
 NM0789  VERT ORDER      -  SECOND    CLASS 0
 NM0789
 NM0789.The horizontal coordinates were scaled from a map and have
 NM0789.an estimated accuracy of +/- 6 seconds.
 NM0789
 NM0789.The orthometric height was determined by differential leveling and
 NM0789.adjusted by the NATIONAL GEODETIC SURVEY
 NM0789.in June 1991.
 NM0789
 NM0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0789.GEOID18 height accuracy estimate available here.
 NM0789
 NM0789.Click photographs - Photos may exist for this station.
 NM0789
 NM0789.The dynamic height is computed by dividing the NAVD 88
 NM0789.geopotential number by the normal gravity value computed on the
 NM0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0789.degrees latitude (g = 980.6199 gals.).
 NM0789
 NM0789.The modeled gravity was interpolated from observed gravity values.
 NM0789
 NM0789;                    North         East    Units  Estimated Accuracy
 NM0789;SPC SD S     -    33,770.      904,350.      MT  (+/- 180 meters Scaled)
 NM0789
 NM0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN948164(NAD 83)
 NM0789
 NM0789                          SUPERSEDED SURVEY CONTROL
 NM0789
 NM0789  NGVD 29 (??/??/92)  341.518  (m)         1120.46   (f) ADJ UNCH    2 0
 NM0789
 NM0789.Superseded values are not recommended for survey control.
 NM0789
 NM0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0789.See file dsdata.pdf to determine how the superseded data were derived.
 NM0789
 NM0789_MARKER: DB = BENCH MARK DISK
 NM0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0789_STAMPING: H 325 1948
 NM0789_MARK LOGO: CGS
 NM0789_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0789+STABILITY: SURFACE MOTION
 NM0789
 NM0789  HISTORY     - Date     Condition        Report By
 NM0789  HISTORY     - 1948     MONUMENTED       CGS
 NM0789
 NM0789                          STATION DESCRIPTION
 NM0789
 NM0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0789'5.4 MI W FROM JEFFERSON.
 NM0789'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0789'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0789'WEST ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL
 NM0789'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 NM0789'EAST ALONG A GRAVEL ROAD, IN A FARMHOUSE YARD, 55.3 FEET SOUTH OF
 NM0789'THE SOUTHEAST CORNER OF THE HOUSE, 45.0 FEET WEST OF THE CENTER
 NM0789'LINE OF A PRIVATE ROAD, 33.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0789'EAST-WEST ROAD, 17.0 FEET EAST OF A POWER LINE POLE, 1.9 FEET
 NM0789'NORTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 NM0789'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0172 ***********************************************************************
 OQ0172  DESIGNATION -  H 326
 OQ0172  PID         -  OQ0172
 OQ0172  STATE/COUNTY-  SD/LINCOLN
 OQ0172  COUNTRY     -  US
 OQ0172  USGS QUAD   -  CANTON (2017)
 OQ0172
 OQ0172                         *CURRENT SURVEY CONTROL
 OQ0172  ______________________________________________________________________
 OQ0172* NAD 83(1986) POSITION- 43 18 31.     (N) 096 35 39.     (W)   SCALED
 OQ0172* NAVD 88 ORTHO HEIGHT -   395.194 (meters)     1296.57  (feet) ADJUSTED
 OQ0172  ______________________________________________________________________
 OQ0172  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 OQ0172  DYNAMIC HEIGHT  -        395.087 (meters)     1296.21  (feet) COMP
 OQ0172  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 OQ0172
 OQ0172  VERT ORDER      -  FIRST     CLASS II
 OQ0172
 OQ0172.The horizontal coordinates were scaled from a map and have
 OQ0172.an estimated accuracy of +/- 6 seconds.
 OQ0172
 OQ0172.The orthometric height was determined by differential leveling and
 OQ0172.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0172.in June 1991.
 OQ0172
 OQ0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0172.GEOID18 height accuracy estimate available here.
 OQ0172
 OQ0172.Click photographs - Photos may exist for this station.
 OQ0172
 OQ0172.The dynamic height is computed by dividing the NAVD 88
 OQ0172.geopotential number by the normal gravity value computed on the
 OQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0172.degrees latitude (g = 980.6199 gals.).
 OQ0172
 OQ0172.The modeled gravity was interpolated from observed gravity values.
 OQ0172
 OQ0172;                    North         East    Units  Estimated Accuracy
 OQ0172;SPC SD S     -   115,170.      903,240.      MT  (+/- 180 meters Scaled)
 OQ0172
 OQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN951978(NAD 83)
 OQ0172
 OQ0172                          SUPERSEDED SURVEY CONTROL
 OQ0172
 OQ0172  NGVD 29 (??/??/92)  394.954  (m)         1295.78   (f) ADJ UNCH    1 2
 OQ0172
 OQ0172.Superseded values are not recommended for survey control.
 OQ0172
 OQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0172.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0172
 OQ0172_MARKER: DB = BENCH MARK DISK
 OQ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0172_STAMPING: H 326 1949
 OQ0172_MARK LOGO: CGS
 OQ0172_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0172+STABILITY: SURFACE MOTION
 OQ0172
 OQ0172  HISTORY     - Date     Condition        Report By
 OQ0172  HISTORY     - 1949     MONUMENTED       CGS
 OQ0172  HISTORY     - 20110321 MARK NOT FOUND   INDIV
 OQ0172
 OQ0172                          STATION DESCRIPTION
 OQ0172
 OQ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0172'1.2 MI NW FROM CANTON.
 OQ0172'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0172'RAILROAD FROM THE RAILROAD STATION AT CANTON, THENCE 0.8 MILE
 OQ0172'NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0172'RAILROAD, 4 POLES NORTH OF MILE POST 51, 46.0 FEET WEST OF THE
 OQ0172'WEST RAIL, 27.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 OQ0172'ROAD, 1.0 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.2 FEET SOUTH
 OQ0172'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 OQ0172'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0172
 OQ0172                          STATION RECOVERY (2011)
 OQ0172
 OQ0172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0156 ***********************************************************************
 OQ0156  DESIGNATION -  H 327
 OQ0156  PID         -  OQ0156
 OQ0156  STATE/COUNTY-  SD/LINCOLN
 OQ0156  COUNTRY     -  US
 OQ0156  USGS QUAD   -  HARRISBURG (2017)
 OQ0156
 OQ0156                         *CURRENT SURVEY CONTROL
 OQ0156  ______________________________________________________________________
 OQ0156* NAD 83(1986) POSITION- 43 27 38.     (N) 096 41 49.     (W)   SCALED
 OQ0156* NAVD 88 ORTHO HEIGHT -   438.343 (meters)     1438.13  (feet) ADJUSTED
 OQ0156  ______________________________________________________________________
 OQ0156  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 OQ0156  DYNAMIC HEIGHT  -        438.226 (meters)     1437.75  (feet) COMP
 OQ0156  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 OQ0156
 OQ0156  VERT ORDER      -  FIRST     CLASS II
 OQ0156
 OQ0156.The horizontal coordinates were scaled from a map and have
 OQ0156.an estimated accuracy of +/- 6 seconds.
 OQ0156
 OQ0156.The orthometric height was determined by differential leveling and
 OQ0156.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0156.in June 1991.
 OQ0156
 OQ0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0156.GEOID18 height accuracy estimate available here.
 OQ0156
 OQ0156.Click photographs - Photos may exist for this station.
 OQ0156
 OQ0156.The dynamic height is computed by dividing the NAVD 88
 OQ0156.geopotential number by the normal gravity value computed on the
 OQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0156.degrees latitude (g = 980.6199 gals.).
 OQ0156
 OQ0156.The modeled gravity was interpolated from observed gravity values.
 OQ0156
 OQ0156;                    North         East    Units  Estimated Accuracy
 OQ0156;SPC SD S     -   131,670.      894,170.      MT  (+/- 180 meters Scaled)
 OQ0156
 OQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP863145(NAD 83)
 OQ0156
 OQ0156                          SUPERSEDED SURVEY CONTROL
 OQ0156
 OQ0156  NGVD 29 (??/??/92)  438.077  (m)         1437.26   (f) ADJ UNCH    1 2
 OQ0156
 OQ0156.Superseded values are not recommended for survey control.
 OQ0156
 OQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0156.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0156
 OQ0156_MARKER: DB = BENCH MARK DISK
 OQ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0156_STAMPING: H 327 1949
 OQ0156_MARK LOGO: CGS
 OQ0156_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0156+STABILITY: SURFACE MOTION
 OQ0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0156+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 OQ0156
 OQ0156  HISTORY     - Date     Condition        Report By
 OQ0156  HISTORY     - 1949     MONUMENTED       CGS
 OQ0156  HISTORY     - 20031031 GOOD             GREOMA
 OQ0156  HISTORY     - 20110218 GOOD             INDIV
 OQ0156
 OQ0156                          STATION DESCRIPTION
 OQ0156
 OQ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0156'2 MI N FROM HARRISBURG.
 OQ0156'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0156'PACIFIC RAILROAD FROM THE STATION AT HARRISBURG, 54.0 FEET
 OQ0156'NORTH OF THE CENTER LINE OF THE ROAD, 47.0 FEET EAST OF THE EAST
 OQ0156'RAIL, 17.0 FEET NORTH OF A FENCE CORNER POST, 1.0 FOOT EAST
 OQ0156'OF THE RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF A REFERENCE POST,
 OQ0156'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OQ0156'THE GROUND.
 OQ0156
 OQ0156                          STATION RECOVERY (2003)
 OQ0156
 OQ0156'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 OQ0156'RECOVERED IN GOOD CONDITION.
 OQ0156
 OQ0156                          STATION RECOVERY (2011)
 OQ0156
 OQ0156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0233 ***********************************************************************
 OQ0233  DESIGNATION -  H 328 RESET
 OQ0233  PID         -  OQ0233
 OQ0233  STATE/COUNTY-  SD/LINCOLN
 OQ0233  COUNTRY     -  US
 OQ0233  USGS QUAD   -  KLONDIKE (2018)
 OQ0233
 OQ0233                         *CURRENT SURVEY CONTROL
 OQ0233  ______________________________________________________________________
 OQ0233* NAD 83(1986) POSITION- 43 27 38.     (N) 096 36 33.     (W)   SCALED
 OQ0233* NAVD 88 ORTHO HEIGHT -   417.12  (+/-2cm)     1368.5   (feet) VERTCON3
 OQ0233  ______________________________________________________________________
 OQ0233  GEOID HEIGHT    -        -26.465 (meters)                     GEOID18
 OQ0233  VERT ORDER      -  THIRD (See Below)
 OQ0233
 OQ0233.The horizontal coordinates were scaled from a map and have
 OQ0233.an estimated accuracy of +/- 6 seconds.
 OQ0233
 OQ0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0233
 OQ0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0233.GEOID18 height accuracy estimate available here.
 OQ0233
 OQ0233.The vertical order pertains to the NGVD 29 superseded value.
 OQ0233
 OQ0233.Click photographs - Photos may exist for this station.
 OQ0233
 OQ0233;                    North         East    Units  Estimated Accuracy
 OQ0233;SPC SD S     -   131,980.      901,270.      MT  (+/- 180 meters Scaled)
 OQ0233
 OQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP934147(NAD 83)
 OQ0233
 OQ0233                          SUPERSEDED SURVEY CONTROL
 OQ0233
 OQ0233  NGVD 29 (??/??/??)  416.86   (m)         1367.6    (f) RESET       3  
 OQ0233
 OQ0233.Superseded values are not recommended for survey control.
 OQ0233
 OQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0233.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0233
 OQ0233_MARKER: DB = BENCH MARK DISK
 OQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0233_STAMPING: H 328 RESET 1962
 OQ0233_MARK LOGO: CGS
 OQ0233_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0233+STABILITY: SURFACE MOTION
 OQ0233
 OQ0233  HISTORY     - Date     Condition        Report By
 OQ0233  HISTORY     - 1962     MONUMENTED       SDHD
 OQ0233
 OQ0233                          STATION DESCRIPTION
 OQ0233
 OQ0233'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1962
 OQ0233'6.5 MI NE FROM HARRISBURG.
 OQ0233'4.5 MILES EAST ALONG A BITUMINOUS SURFACED ROAD FROM THE RAILROAD
 OQ0233'STATION AT HARRISBURG, SOUTH DAKOTA, THENCE 2.0 MILES NORTH ALONG
 OQ0233'A GRAVELED ROAD, AT THE FARM HOUSE OF PHILLIP IVERSON, 172.0
 OQ0233'FEET NORTH OF THE CENTERLINE OF A T ROAD LEADING WEST, 50.0 FEET
 OQ0233'WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 2.3 FEET SOUTH AND
 OQ0233'2.1 FEET EAST OF THE NORTHEAST CORNER OF THE GARAGE, 1.0 FEET
 OQ0233'EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 OQ0233'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0259 ***********************************************************************
 PR0259  DESIGNATION -  H 329
 PR0259  PID         -  PR0259
 PR0259  STATE/COUNTY-  SD/BROOKINGS
 PR0259  COUNTRY     -  US
 PR0259  USGS QUAD   -  FLANDREAU NW (2017)
 PR0259
 PR0259                         *CURRENT SURVEY CONTROL
 PR0259  ______________________________________________________________________
 PR0259* NAD 83(1986) POSITION- 44 11 44.     (N) 096 44 47.     (W)   SCALED
 PR0259* NAVD 88 ORTHO HEIGHT -   479.424 (meters)     1572.91  (feet) ADJUSTED
 PR0259  ______________________________________________________________________
 PR0259  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 PR0259  DYNAMIC HEIGHT  -        479.324 (meters)     1572.58  (feet) COMP
 PR0259  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 PR0259
 PR0259  VERT ORDER      -  FIRST     CLASS II
 PR0259
 PR0259.The horizontal coordinates were scaled from a map and have
 PR0259.an estimated accuracy of +/- 6 seconds.
 PR0259
 PR0259.The orthometric height was determined by differential leveling and
 PR0259.adjusted by the NATIONAL GEODETIC SURVEY
 PR0259.in October 1997.
 PR0259
 PR0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0259.GEOID18 height accuracy estimate available here.
 PR0259
 PR0259.Click photographs - Photos may exist for this station.
 PR0259
 PR0259.The dynamic height is computed by dividing the NAVD 88
 PR0259.geopotential number by the normal gravity value computed on the
 PR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0259.degrees latitude (g = 980.6199 gals.).
 PR0259
 PR0259.The modeled gravity was interpolated from observed gravity values.
 PR0259
 PR0259;                    North         East    Units  Estimated Accuracy
 PR0259;SPC SD N     -    45,480.      860,040.      MT  (+/- 180 meters Scaled)
 PR0259
 PR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP800960(NAD 83)
 PR0259
 PR0259                          SUPERSEDED SURVEY CONTROL
 PR0259
 PR0259  NAVD 88 (06/15/91)  479.440  (m)         1572.96   (f) SUPERSEDED  1 2
 PR0259  NGVD 29 (??/??/92)  479.172  (m)         1572.08   (f) ADJ UNCH    1 2
 PR0259
 PR0259.Superseded values are not recommended for survey control.
 PR0259
 PR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0259.See file dsdata.pdf to determine how the superseded data were derived.
 PR0259
 PR0259_MARKER: DB = BENCH MARK DISK
 PR0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0259_STAMPING: H 329 1949
 PR0259_MARK LOGO: CGS
 PR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0259+STABILITY: SURFACE MOTION
 PR0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0259+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0259
 PR0259  HISTORY     - Date     Condition        Report By
 PR0259  HISTORY     - 1949     MONUMENTED       CGS
 PR0259  HISTORY     - 19900703 GOOD             NGS
 PR0259
 PR0259                          STATION DESCRIPTION
 PR0259
 PR0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0259'10.3 MI S FROM BROOKINGS.
 PR0259'7.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0259'BROOKINGS, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PR0259'1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT THE EAST END OF AN
 PR0259'OFFSET IN THE NORTH-SOUTH ROAD, ON THE OUTSIDE OF A CURVE,
 PR0259'129.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 56.1
 PR0259'FEET NORTH NORTHEAST OF A COUNT-LINE MARKER, 26.4 FEET NORTH
 PR0259'OF THE NORTH END OF A GATE ACROSS A TRAIL LEADING EAST, 3.4
 PR0259'FEET SOUTH OF A BRACED POWER POLE, 1.5 FEET NORTH OF A REFERENCE
 PR0259'POST, 1.1 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PR0259'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PR0259
 PR0259                          STATION RECOVERY (1990)
 PR0259
 PR0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0259'11.8 KM (7.3 MI) SOUTHERLY ALONG MAIN AVENUE (COUNTY ROAD 77) FROM THE
 PR0259'JUNCTION OF U.S. HIGHWAY 14 (6TH STREET) IN BROOKINGS, THENCE 3.2 KM
 PR0259'(2.0 MI) EASTERLY ALONG COUNTY ROAD 22, THENCE 1.6 KM (1.0 MI)
 PR0259'SOUTHERLY ALONG COUNTY ROAD 21, AT THE EAST END OF AN OFFSET IN THE
 PR0259'ROAD, ON THE OUTSIDE OF A CURVE, 39.3 M (128.9 FT) SOUTHEAST OF THE
 PR0259'CENTER OF THE ROAD, 10.0 M (32.8 FT) NORTH OF THE EXTENDED CENTER OF
 PR0259'THE ROAD OFFSET, 1.3 M (4.3 FT) SOUTH OF UTILITY POLE NUMBER 73045
 PR0259'WITH 4 GUY WIRES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M
 PR0259'(1.6 FT) NORTH OF A RIGHT-OF-WAY POST, 0.2 M (0.7 FT) WEST OF A
 PR0259'WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND
 PR0259'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0368 ***********************************************************************
 PR0368  DESIGNATION -  H 330
 PR0368  PID         -  PR0368
 PR0368  STATE/COUNTY-  SD/BROOKINGS
 PR0368  COUNTRY     -  US
 PR0368  USGS QUAD   -  ESTELLINE (2017)
 PR0368
 PR0368                         *CURRENT SURVEY CONTROL
 PR0368  ______________________________________________________________________
 PR0368* NAD 83(1986) POSITION- 44 31 42.     (N) 096 53 19.     (W)   SCALED
 PR0368* NAVD 88 ORTHO HEIGHT -   499.102 (meters)     1637.47  (feet) ADJUSTED
 PR0368  ______________________________________________________________________
 PR0368  GEOID HEIGHT    -        -24.958 (meters)                     GEOID18
 PR0368  DYNAMIC HEIGHT  -        499.027 (meters)     1637.22  (feet) COMP
 PR0368  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 PR0368
 PR0368  VERT ORDER      -  SECOND    CLASS 0
 PR0368
 PR0368.The horizontal coordinates were scaled from a map and have
 PR0368.an estimated accuracy of +/- 6 seconds.
 PR0368
 PR0368.The orthometric height was determined by differential leveling and
 PR0368.adjusted by the NATIONAL GEODETIC SURVEY
 PR0368.in June 1991.
 PR0368
 PR0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0368.GEOID18 height accuracy estimate available here.
 PR0368
 PR0368.Click photographs - Photos may exist for this station.
 PR0368
 PR0368.The dynamic height is computed by dividing the NAVD 88
 PR0368.geopotential number by the normal gravity value computed on the
 PR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0368.degrees latitude (g = 980.6199 gals.).
 PR0368
 PR0368.The modeled gravity was interpolated from observed gravity values.
 PR0368
 PR0368;                    North         East    Units  Estimated Accuracy
 PR0368;SPC SD N     -    81,980.      847,260.      MT  (+/- 180 meters Scaled)
 PR0368
 PR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ677327(NAD 83)
 PR0368
 PR0368                          SUPERSEDED SURVEY CONTROL
 PR0368
 PR0368  NGVD 29 (??/??/92)  498.830  (m)         1636.58   (f) ADJ UNCH    2 0
 PR0368
 PR0368.Superseded values are not recommended for survey control.
 PR0368
 PR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0368.See file dsdata.pdf to determine how the superseded data were derived.
 PR0368
 PR0368_MARKER: DB = BENCH MARK DISK
 PR0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0368_STAMPING: H 330 1949
 PR0368_MARK LOGO: CGS
 PR0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0368+STABILITY: SURFACE MOTION
 PR0368
 PR0368  HISTORY     - Date     Condition        Report By
 PR0368  HISTORY     - 1949     MONUMENTED       CGS
 PR0368  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0368
 PR0368                          STATION DESCRIPTION
 PR0368
 PR0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0368'6.2 MI N FROM BRUCE.
 PR0368'6.25 MILES N ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 PR0368'WESTERN RAILWAY STATION AT BRUCE, 0.15 MI S OF A ROAD JUNCTION,
 PR0368'AT THE FOOT OF THE NE SLOPE OF A HIGH HILL, 487 FT S OF THE S END
 PR0368'OF A BRIDGE OVER THE BIG SIOUX RIVER, 91 FT W OF THE CENTR LINE
 PR0368'OF THE ROAD, 50.5 FT W OF THE CENTER OF A GATE ACROSS A PASTURE
 PR0368'ENTRANCE, 1.5 FT S OF A REFERENCE POST, AND SET IN THE TOP OF
 PR0368'A CONCRETE POST PROJECTING 0.5 FT ABOVE THE GROUND.
 PR0368
 PR0368                          STATION RECOVERY (1968)
 PR0368
 PR0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0364 ***********************************************************************
 PT0364  DESIGNATION -  H 332
 PT0364  PID         -  PT0364
 PT0364  STATE/COUNTY-  SD/STANLEY
 PT0364  COUNTRY     -  US
 PT0364  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0364
 PT0364                         *CURRENT SURVEY CONTROL
 PT0364  ______________________________________________________________________
 PT0364* NAD 83(1986) POSITION- 44 29 40.     (N) 100 35 47.     (W)   SCALED
 PT0364* NAVD 88 ORTHO HEIGHT -   444.792 (meters)     1459.29  (feet) ADJUSTED
 PT0364  ______________________________________________________________________
 PT0364  GEOID HEIGHT    -        -22.842 (meters)                     GEOID18
 PT0364  DYNAMIC HEIGHT  -        444.703 (meters)     1459.00  (feet) COMP
 PT0364  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 PT0364
 PT0364  VERT ORDER      -  FIRST     CLASS II
 PT0364
 PT0364.The horizontal coordinates were scaled from a map and have
 PT0364.an estimated accuracy of +/- 6 seconds.
 PT0364
 PT0364.The orthometric height was determined by differential leveling and
 PT0364.adjusted by the NATIONAL GEODETIC SURVEY
 PT0364.in June 1991.
 PT0364
 PT0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0364.GEOID18 height accuracy estimate available here.
 PT0364
 PT0364.Click photographs - Photos may exist for this station.
 PT0364
 PT0364.The dynamic height is computed by dividing the NAVD 88
 PT0364.geopotential number by the normal gravity value computed on the
 PT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0364.degrees latitude (g = 980.6199 gals.).
 PT0364
 PT0364.The modeled gravity was interpolated from observed gravity values.
 PT0364
 PT0364;                    North         East    Units  Estimated Accuracy
 PT0364;SPC SD S     -   240,130.      579,080.      MT  (+/- 180 meters Scaled)
 PT0364
 PT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ730280(NAD 83)
 PT0364
 PT0364                          SUPERSEDED SURVEY CONTROL
 PT0364
 PT0364  NGVD 29 (??/??/92)  444.411  (m)         1458.04   (f) ADJ UNCH    1 2
 PT0364
 PT0364.Superseded values are not recommended for survey control.
 PT0364
 PT0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0364.See file dsdata.pdf to determine how the superseded data were derived.
 PT0364
 PT0364_MARKER: DB = BENCH MARK DISK
 PT0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0364_STAMPING: H 332 1949
 PT0364_MARK LOGO: CGS
 PT0364_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0364+STABILITY: SURFACE MOTION
 PT0364
 PT0364  HISTORY     - Date     Condition        Report By
 PT0364  HISTORY     - 1949     MONUMENTED       CGS
 PT0364  HISTORY     - 1951     GOOD             CGS
 PT0364
 PT0364                          STATION DESCRIPTION
 PT0364
 PT0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (FXP)
 PT0364'19.6 MI NW FROM FORT PIERRE.
 PT0364'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0364'COURTHOUSE AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG
 PT0364'MISSION RIDGE ROAD, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD,
 PT0364'EAST OF AND AT THE FOOT OF THE BLUFFS, AT A CURVE IN THE ROAD,
 PT0364'0.1 MILE NORTH OF A WOODEN BRIDGE, 13.5 FEET SOUTH OF THE
 PT0364'CENTER LINE OF THE ROAD, 3.8 FEET SOUTH OF A FENCE CORNER,
 PT0364'1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PT0364'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 PT0364
 PT0364                          STATION RECOVERY (1951)
 PT0364
 PT0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0083 ***********************************************************************
 QS0083  DESIGNATION -  H 333
 QS0083  PID         -  QS0083
 QS0083  STATE/COUNTY-  SD/CAMPBELL
 QS0083  COUNTRY     -  US
 QS0083  USGS QUAD   -  POLLOCK NW (2017)
 QS0083
 QS0083                         *CURRENT SURVEY CONTROL
 QS0083  ______________________________________________________________________
 QS0083* NAD 83(1986) POSITION- 45 53 28.     (N) 100 24 29.     (W)   SCALED
 QS0083* NAVD 88 ORTHO HEIGHT -   481.004 (meters)     1578.09  (feet) ADJUSTED
 QS0083  ______________________________________________________________________
 QS0083  GEOID HEIGHT    -        -21.753 (meters)                     GEOID18
 QS0083  DYNAMIC HEIGHT  -        480.974 (meters)     1578.00  (feet) COMP
 QS0083  MODELED GRAVITY -    980,539.2   (mgal)                       NAVD 88
 QS0083
 QS0083  VERT ORDER      -  FIRST     CLASS II
 QS0083
 QS0083.The horizontal coordinates were scaled from a map and have
 QS0083.an estimated accuracy of +/- 6 seconds.
 QS0083
 QS0083.The orthometric height was determined by differential leveling and
 QS0083.adjusted by the NATIONAL GEODETIC SURVEY
 QS0083.in June 1991.
 QS0083
 QS0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0083.GEOID18 height accuracy estimate available here.
 QS0083
 QS0083.Click photographs - Photos may exist for this station.
 QS0083
 QS0083.The dynamic height is computed by dividing the NAVD 88
 QS0083.geopotential number by the normal gravity value computed on the
 QS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0083.degrees latitude (g = 980.6199 gals.).
 QS0083
 QS0083.The modeled gravity was interpolated from observed gravity values.
 QS0083
 QS0083;                    North         East    Units  Estimated Accuracy
 QS0083;SPC SD N     -   228,760.      568,330.      MT  (+/- 180 meters Scaled)
 QS0083
 QS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR907829(NAD 83)
 QS0083
 QS0083                          SUPERSEDED SURVEY CONTROL
 QS0083
 QS0083  NGVD 29 (??/??/92)  480.620  (m)         1576.83   (f) ADJ UNCH    1 2
 QS0083
 QS0083.Superseded values are not recommended for survey control.
 QS0083
 QS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0083.See file dsdata.pdf to determine how the superseded data were derived.
 QS0083
 QS0083_MARKER: DB = BENCH MARK DISK
 QS0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0083_STAMPING: H 333 1949
 QS0083_MARK LOGO: CGS
 QS0083_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0083+STABILITY: SURFACE MOTION
 QS0083
 QS0083  HISTORY     - Date     Condition        Report By
 QS0083  HISTORY     - 1949     MONUMENTED       CGS
 QS0083
 QS0083                          STATION DESCRIPTION
 QS0083
 QS0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0083'10.6 MI SW FROM POLLOCK.
 QS0083'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0083'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 QS0083'ROAD, THENCE 3.2 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 QS0083'3.05 MILES SOUTHEAST ALONG THE RIVER ROAD, 75 YARDS (PACED) EAST
 QS0083'OF THE CENTER LINE OF A DRIVE LEADING NORTH TO A VACANT FARMHOUSE,
 QS0083'64 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET NORTH OF
 QS0083'THE NORTH GATE POST, 1.2 FEET WEST OF A FENCE LINE, 1.0 FOOT
 QS0083'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 QS0083'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 QS0083'MARK IS 0.4 MILE WEST OF BENCH MARK V 311 WHICH IS AT THE
 QS0083'ENTRANCE TO THE A. H. O LEARY RESIDENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0476 ***********************************************************************
 OT0476  DESIGNATION -  H 334
 OT0476  PID         -  OT0476
 OT0476  STATE/COUNTY-  SD/FALL RIVER
 OT0476  COUNTRY     -  US
 OT0476  USGS QUAD   -  EDGEMONT SW (2017)
 OT0476
 OT0476                         *CURRENT SURVEY CONTROL
 OT0476  ______________________________________________________________________
 OT0476* NAD 83(1986) POSITION- 43 21 22.     (N) 103 52 56.     (W)   SCALED
 OT0476* NAVD 88 ORTHO HEIGHT -  1057.626 (meters)     3469.89  (feet) ADJUSTED
 OT0476  ______________________________________________________________________
 OT0476  GEOID HEIGHT    -        -14.925 (meters)                     GEOID18
 OT0476  DYNAMIC HEIGHT  -       1057.187 (meters)     3468.45  (feet) COMP
 OT0476  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 OT0476
 OT0476  VERT ORDER      -  FIRST     CLASS II
 OT0476
 OT0476.The horizontal coordinates were scaled from a map and have
 OT0476.an estimated accuracy of +/- 6 seconds.
 OT0476
 OT0476.The orthometric height was determined by differential leveling and
 OT0476.adjusted by the NATIONAL GEODETIC SURVEY
 OT0476.in June 1991.
 OT0476
 OT0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0476.GEOID18 height accuracy estimate available here.
 OT0476
 OT0476.Click photographs - Photos may exist for this station.
 OT0476
 OT0476.The dynamic height is computed by dividing the NAVD 88
 OT0476.geopotential number by the normal gravity value computed on the
 OT0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0476.degrees latitude (g = 980.6199 gals.).
 OT0476
 OT0476.The modeled gravity was interpolated from observed gravity values.
 OT0476
 OT0476;                    North         East    Units  Estimated Accuracy
 OT0476;SPC SD S     -   119,770.      312,410.      MT  (+/- 180 meters Scaled)
 OT0476
 OT0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ905009(NAD 83)
 OT0476
 OT0476                          SUPERSEDED SURVEY CONTROL
 OT0476
 OT0476  NGVD 29 (??/??/92) 1057.085  (m)         3468.12   (f) ADJ UNCH    1 2
 OT0476
 OT0476.Superseded values are not recommended for survey control.
 OT0476
 OT0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0476.See file dsdata.pdf to determine how the superseded data were derived.
 OT0476
 OT0476_MARKER: DB = BENCH MARK DISK
 OT0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0476_SP_SET: ABUTMENT
 OT0476_STAMPING: H 334 1957
 OT0476_MARK LOGO: CGS
 OT0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0476
 OT0476  HISTORY     - Date     Condition        Report By
 OT0476  HISTORY     - 1957     MONUMENTED       CGS
 OT0476
 OT0476                          STATION DESCRIPTION
 OT0476
 OT0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0476'5 MI NW FROM EDGEMONT.
 OT0476'ABOUT 5.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0476'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 16,
 OT0476'R. 2 E., T. 8 S., IN THE TOP OF THE SOUTHWEST END OF THE
 OT0476'SOUTHEAST ABUTMENT OF BRIDGE 481.20, 6.5 FEET SOUTHWEST OF THE
 OT0476'SOUTHWEST RAIL AND ABOUT 3 1/2 FEET BELOW THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0240 ***********************************************************************
 OR0240  DESIGNATION -  H 336
 OR0240  PID         -  OR0240
 OR0240  STATE/COUNTY-  SD/CHARLES MIX
 OR0240  COUNTRY     -  US
 OR0240  USGS QUAD   -  LAKE ANDES (2017)
 OR0240
 OR0240                         *CURRENT SURVEY CONTROL
 OR0240  ______________________________________________________________________
 OR0240* NAD 83(1986) POSITION- 43 09 15.     (N) 098 33 15.     (W)   SCALED
 OR0240* NAVD 88 ORTHO HEIGHT -   446.887 (meters)     1466.16  (feet) ADJUSTED
 OR0240  ______________________________________________________________________
 OR0240  GEOID HEIGHT    -        -26.392 (meters)                     GEOID18
 OR0240  DYNAMIC HEIGHT  -        446.741 (meters)     1465.68  (feet) COMP
 OR0240  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 OR0240
 OR0240  VERT ORDER      -  FIRST     CLASS II
 OR0240
 OR0240.The horizontal coordinates were scaled from a map and have
 OR0240.an estimated accuracy of +/- 6 seconds.
 OR0240
 OR0240.The orthometric height was determined by differential leveling and
 OR0240.adjusted by the NATIONAL GEODETIC SURVEY
 OR0240.in June 1991.
 OR0240
 OR0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0240.GEOID18 height accuracy estimate available here.
 OR0240
 OR0240.Click photographs - Photos may exist for this station.
 OR0240
 OR0240.The dynamic height is computed by dividing the NAVD 88
 OR0240.geopotential number by the normal gravity value computed on the
 OR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0240.degrees latitude (g = 980.6199 gals.).
 OR0240
 OR0240.The modeled gravity was interpolated from observed gravity values.
 OR0240
 OR0240;                    North         East    Units  Estimated Accuracy
 OR0240;SPC SD S     -    92,740.      744,690.      MT  (+/- 180 meters Scaled)
 OR0240
 OR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN362780(NAD 83)
 OR0240
 OR0240                          SUPERSEDED SURVEY CONTROL
 OR0240
 OR0240  NGVD 29 (??/??/92)  446.579  (m)         1465.15   (f) ADJ UNCH    1 2
 OR0240
 OR0240.Superseded values are not recommended for survey control.
 OR0240
 OR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0240.See file dsdata.pdf to determine how the superseded data were derived.
 OR0240
 OR0240_MARKER: DB = BENCH MARK DISK
 OR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0240_STAMPING: H 336 1949
 OR0240_MARK LOGO: CGS
 OR0240_PROJECTION: FLUSH
 OR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0240+STABILITY: SURFACE MOTION
 OR0240
 OR0240  HISTORY     - Date     Condition        Report By
 OR0240  HISTORY     - 1949     MONUMENTED       CGS
 OR0240  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0240
 OR0240                          STATION DESCRIPTION
 OR0240
 OR0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0240'0.6 MI W FROM LAKE ANDES.
 OR0240'0.55 MILE WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO. 50
 OR0240'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0240'STATION AT LAKE ANDES, AT THE LAKE ANDES AIRPORT, 5.1 FEET EAST
 OR0240'OF THE SOUTHEAST CORNER OF THE MAIN OFFICE, 24.9 FEET SOUTH OF
 OR0240'THE NORTHEAST CORNER OF THE OFFICE, 21.2 FEET NORTHWEST OF THE
 OR0240'NORTHWEST CORNER OF THE MOST NORTHERLY HANGAR, 0.8 FOOT EAST OF
 OR0240'THE EAST EDGE OF THE CONCRETE SIDEWALK, SET IN THE TOP OF A
 OR0240'CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0240
 OR0240                          STATION RECOVERY (2013)
 OR0240
 OR0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0347 ***********************************************************************
 OR0347  DESIGNATION -  H 337
 OR0347  PID         -  OR0347
 OR0347  STATE/COUNTY-  SD/CHARLES MIX
 OR0347  COUNTRY     -  US
 OR0347  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0347
 OR0347                         *CURRENT SURVEY CONTROL
 OR0347  ______________________________________________________________________
 OR0347* NAD 83(1986) POSITION- 43 04 00.     (N) 098 31 14.     (W)   SCALED
 OR0347* NAVD 88 ORTHO HEIGHT -   466.393 (meters)     1530.16  (feet) ADJUSTED
 OR0347  ______________________________________________________________________
 OR0347  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 OR0347  DYNAMIC HEIGHT  -        466.239 (meters)     1529.65  (feet) COMP
 OR0347  MODELED GRAVITY -    980,275.9   (mgal)                       NAVD 88
 OR0347
 OR0347  VERT ORDER      -  FIRST     CLASS II
 OR0347
 OR0347.The horizontal coordinates were scaled from a map and have
 OR0347.an estimated accuracy of +/- 6 seconds.
 OR0347
 OR0347.The orthometric height was determined by differential leveling and
 OR0347.adjusted by the NATIONAL GEODETIC SURVEY
 OR0347.in June 1994.
 OR0347
 OR0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0347.GEOID18 height accuracy estimate available here.
 OR0347
 OR0347.Click photographs - Photos may exist for this station.
 OR0347
 OR0347.The dynamic height is computed by dividing the NAVD 88
 OR0347.geopotential number by the normal gravity value computed on the
 OR0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0347.degrees latitude (g = 980.6199 gals.).
 OR0347
 OR0347.The modeled gravity was interpolated from observed gravity values.
 OR0347
 OR0347;                    North         East    Units  Estimated Accuracy
 OR0347;SPC SD S     -    83,080.      747,640.      MT  (+/- 180 meters Scaled)
 OR0347
 OR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN390683(NAD 83)
 OR0347
 OR0347                          SUPERSEDED SURVEY CONTROL
 OR0347
 OR0347  NAVD 88 (06/15/91)  466.341  (m)         1529.99   (f) SUPERSEDED  1 2
 OR0347  NGVD 29 (??/??/92)  466.041  (m)         1529.00   (f) ADJ UNCH    1 2
 OR0347
 OR0347.Superseded values are not recommended for survey control.
 OR0347
 OR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0347.See file dsdata.pdf to determine how the superseded data were derived.
 OR0347
 OR0347_MARKER: DB = BENCH MARK DISK
 OR0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0347_STAMPING: H 337 1949
 OR0347_MARK LOGO: CGS
 OR0347_PROJECTION: FLUSH
 OR0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0347+STABILITY: SURFACE MOTION
 OR0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0347+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0347
 OR0347  HISTORY     - Date     Condition        Report By
 OR0347  HISTORY     - 1949     MONUMENTED       CGS
 OR0347  HISTORY     - 19930919 GOOD             NGS
 OR0347  HISTORY     - 20121212 GOOD             INDIV
 OR0347
 OR0347                          STATION DESCRIPTION
 OR0347
 OR0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0347'0.5 MI E FROM PICKSTOWN.
 OR0347'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 OR0347'PICKSTOWN, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, AT A T-JUNCTION
 OR0347'OF THE EAST-WEST ROAD AND A SIDE ROAD LEADING SOUTH TO THE
 OR0347'PICKSTOWN TRASH DUMP, ON THE WEST SLOPE OF A HILL, 153.0 FEET
 OR0347'SOUTH OF THE CENTER LINE OF THE ROAD, 36.0 FEET EAST OF THE CENTER
 OR0347'LINE OF THE SIDE ROAD, 1.2 FEET WEST OF A FENCE, 1.3 FEET NORTH
 OR0347'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 OR0347'WITH THE GROUND.
 OR0347
 OR0347                          STATION RECOVERY (1993)
 OR0347
 OR0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0347'0.6 KM (0.35 MI) WESTERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 OR0347'U.S. HIGHWAY 18 IN PICKSTOWN, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 OR0347'ALONG MISSOURI DRIVE, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG WHITE
 OR0347'SWAN ROAD, 45.3 M (148.6 FT) SOUTH OF THE ROAD CENTER, 11.7 M (38.4
 OR0347'FT) SOUTHEAST OF THE EAST POST OF A GATE, 10.6 M (34.8 FT) EAST OF
 OR0347'THE CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 OR0347'ROAD, 0.7 M (2.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 OR0347'WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 OR0347'GROUND SURFACE.
 OR0347
 OR0347                          STATION RECOVERY (2012)
 OR0347
 OR0347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0067 ***********************************************************************
 NN0067  DESIGNATION -  H 338
 NN0067  PID         -  NN0067
 NN0067  STATE/COUNTY-  SD/CHARLES MIX
 NN0067  COUNTRY     -  US
 NN0067  USGS QUAD   -  VERDEL (2017)
 NN0067
 NN0067                         *CURRENT SURVEY CONTROL
 NN0067  ______________________________________________________________________
 NN0067* NAD 83(1986) POSITION- 42 51 50.     (N) 098 13 49.     (W)   SCALED
 NN0067* NAVD 88 ORTHO HEIGHT -   374.926 (meters)     1230.07  (feet) ADJUSTED
 NN0067  ______________________________________________________________________
 NN0067  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 NN0067  DYNAMIC HEIGHT  -        374.800 (meters)     1229.66  (feet) COMP
 NN0067  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 NN0067
 NN0067  VERT ORDER      -  SECOND    CLASS 0
 NN0067
 NN0067.The horizontal coordinates were scaled from a map and have
 NN0067.an estimated accuracy of +/- 6 seconds.
 NN0067
 NN0067.The orthometric height was determined by differential leveling and
 NN0067.adjusted by the NATIONAL GEODETIC SURVEY
 NN0067.in June 1991.
 NN0067
 NN0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0067.GEOID18 height accuracy estimate available here.
 NN0067
 NN0067.Click photographs - Photos may exist for this station.
 NN0067
 NN0067.The dynamic height is computed by dividing the NAVD 88
 NN0067.geopotential number by the normal gravity value computed on the
 NN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0067.degrees latitude (g = 980.6199 gals.).
 NN0067
 NN0067.The modeled gravity was interpolated from observed gravity values.
 NN0067
 NN0067;                    North         East    Units  Estimated Accuracy
 NN0067;SPC SD S     -    61,120.      771,840.      MT  (+/- 180 meters Scaled)
 NN0067
 NN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN628459(NAD 83)
 NN0067
 NN0067                          SUPERSEDED SURVEY CONTROL
 NN0067
 NN0067  NGVD 29 (??/??/92)  374.684  (m)         1229.28   (f) ADJ UNCH    2 0
 NN0067
 NN0067.Superseded values are not recommended for survey control.
 NN0067
 NN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0067.See file dsdata.pdf to determine how the superseded data were derived.
 NN0067
 NN0067_MARKER: DB = BENCH MARK DISK
 NN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0067_STAMPING: H 338 1949
 NN0067_MARK LOGO: CGS
 NN0067_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0067+STABILITY: SURFACE MOTION
 NN0067
 NN0067  HISTORY     - Date     Condition        Report By
 NN0067  HISTORY     - 1949     MONUMENTED       CGS
 NN0067
 NN0067                          STATION DESCRIPTION
 NN0067
 NN0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0067'11.5 MI ESE FROM GREENWOOD.
 NN0067'1.4 MILES EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN
 NN0067'AGENCY AT GREENWOOD, THENCE 9.1 MILES SOUTHEAST ALONG A GRAVEL
 NN0067'ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, ON THE INSIDE
 NN0067'OF A CURVE WITH TANGENTS LEADING NORTH AND EAST, ABOUT 100.0
 NN0067'FEET NORTH OF THE BANK OF THE RIVER, 33.0 FEET NORTH OF THE
 NN0067'CENTER LINE OF THE EAST TANGENT, 28.0 FEET EAST OF THE CENTER
 NN0067'LINE OF THE NORTH TANGENT, 23.0 FEET NORTHEAST OF THE CENTER
 NN0067'LINE OF THE CURVE, 12.0 FEET SOUTH OF THE CENTER LINE OF A
 NN0067'GATE, 3.0 FEET SOUTH OF A CORNER FENCE POST, 0.8 FOOT WEST OF A
 NN0067'FENCE, 1.1 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 NN0067'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0675 ***********************************************************************
 OR0675  DESIGNATION -  H 339
 OR0675  PID         -  OR0675
 OR0675  STATE/COUNTY-  SD/GREGORY
 OR0675  COUNTRY     -  US
 OR0675  USGS QUAD   -  HERRICK NE (2017)
 OR0675
 OR0675                         *CURRENT SURVEY CONTROL
 OR0675  ______________________________________________________________________
 OR0675* NAD 83(1986) POSITION- 43 14 51.     (N) 099 01 58.     (W)   SCALED
 OR0675* NAVD 88 ORTHO HEIGHT -   567.826 (meters)     1862.94  (feet) ADJUSTED
 OR0675  ______________________________________________________________________
 OR0675  GEOID HEIGHT    -        -26.172 (meters)                     GEOID18
 OR0675  DYNAMIC HEIGHT  -        567.635 (meters)     1862.32  (feet) COMP
 OR0675  MODELED GRAVITY -    980,265.2   (mgal)                       NAVD 88
 OR0675
 OR0675  VERT ORDER      -  FIRST     CLASS II
 OR0675
 OR0675.The horizontal coordinates were scaled from a map and have
 OR0675.an estimated accuracy of +/- 6 seconds.
 OR0675
 OR0675.The orthometric height was determined by differential leveling and
 OR0675.adjusted by the NATIONAL GEODETIC SURVEY
 OR0675.in June 1991.
 OR0675
 OR0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0675.GEOID18 height accuracy estimate available here.
 OR0675
 OR0675.Click photographs - Photos may exist for this station.
 OR0675
 OR0675.The dynamic height is computed by dividing the NAVD 88
 OR0675.geopotential number by the normal gravity value computed on the
 OR0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0675.degrees latitude (g = 980.6199 gals.).
 OR0675
 OR0675.The modeled gravity was interpolated from observed gravity values.
 OR0675
 OR0675;                    North         East    Units  Estimated Accuracy
 OR0675;SPC SD S     -   102,380.      705,610.      MT  (+/- 180 meters Scaled)
 OR0675
 OR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN973883(NAD 83)
 OR0675
 OR0675                          SUPERSEDED SURVEY CONTROL
 OR0675
 OR0675  NGVD 29 (??/??/92)  567.496  (m)         1861.86   (f) ADJ UNCH    1 2
 OR0675
 OR0675.Superseded values are not recommended for survey control.
 OR0675
 OR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0675.See file dsdata.pdf to determine how the superseded data were derived.
 OR0675
 OR0675_MARKER: DB = BENCH MARK DISK
 OR0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0675_STAMPING: H 339 1949
 OR0675_MARK LOGO: CGS
 OR0675_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0675+STABILITY: SURFACE MOTION
 OR0675
 OR0675  HISTORY     - Date     Condition        Report By
 OR0675  HISTORY     - 1949     MONUMENTED       CGS
 OR0675  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0675
 OR0675                          STATION DESCRIPTION
 OR0675
 OR0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0675'15.6 MI NW FROM BONESTEEL.
 OR0675'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0675'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0675'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0675'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0675'MILES NORTH ALONG A DIRT ROAD, THENCE 5.0 MILES NORTHWEST ALONG
 OR0675'A DIRT ROAD, ON A FLAT AT THE SUMMIT OF A HILL, 1.6 MILES
 OR0675'NORTHERLY ALONG A FIELD ROAD FROM A CATTLE GUARD AT A FARMHOUSE,
 OR0675'20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET WEST
 OR0675'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0675'0.2 FOOT ABOVE THE GROUND.
 OR0675
 OR0675                          STATION RECOVERY (2013)
 OR0675
 OR0675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0806 ***********************************************************************
 OR0806  DESIGNATION -  H 340 RESET
 OR0806  PID         -  OR0806
 OR0806  STATE/COUNTY-  SD/GREGORY
 OR0806  COUNTRY     -  US
 OR0806  USGS QUAD   -  LUCAS SE (2017)
 OR0806
 OR0806                         *CURRENT SURVEY CONTROL
 OR0806  ______________________________________________________________________
 OR0806* NAD 83(1986) POSITION- 43 16 49.     (N) 099 03 35.     (W)   SCALED
 OR0806* NAVD 88 ORTHO HEIGHT -   610.35  (meters)     2002.5   (feet) RESET
 OR0806  ______________________________________________________________________
 OR0806  GEOID HEIGHT    -        -26.190 (meters)                     GEOID18
 OR0806  VERT ORDER      -  THIRD
 OR0806
 OR0806.The horizontal coordinates were scaled from a map and have
 OR0806.an estimated accuracy of +/- 6 seconds.
 OR0806
 OR0806.The orthometric height was computed from unverified reset data.
 OR0806
 OR0806.No vertical observational check was made to the station.
 OR0806
 OR0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0806.GEOID18 height accuracy estimate available here.
 OR0806
 OR0806.Click photographs - Photos may exist for this station.
 OR0806
 OR0806;                    North         East    Units  Estimated Accuracy
 OR0806;SPC SD S     -   105,990.      703,370.      MT  (+/- 180 meters Scaled)
 OR0806
 OR0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN951919(NAD 83)
 OR0806
 OR0806                          SUPERSEDED SURVEY CONTROL
 OR0806
 OR0806  NGVD 29 (04/17/07)  610.01   (m)         2001.3    (f) RESET       3  
 OR0806
 OR0806.Superseded values are not recommended for survey control.
 OR0806
 OR0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0806.See file dsdata.pdf to determine how the superseded data were derived.
 OR0806
 OR0806_MARKER: DV = VERTICAL CONTROL DISK
 OR0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0806_STAMPING: H 340 1949 RESET 1981
 OR0806_MARK LOGO: NGS
 OR0806_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0806+STABILITY: SURFACE MOTION
 OR0806
 OR0806  HISTORY     - Date     Condition        Report By
 OR0806  HISTORY     - 1981     MONUMENTED       NGS
 OR0806
 OR0806                          STATION DESCRIPTION
 OR0806
 OR0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OR0806'47.6 KM (29.5 MI) SW FROM PLATTE.
 OR0806'29.0 KM (18.0 MI) WEST OF PLATTE ALONG HIGHWAY 44, THENCE 18.6 KM
 OR0806'(11.6 MI) SOUTHEAST ALONG HIGHWAY 1806 TO THE MARK, 60.6 METERS
 OR0806'(198.9 FEET) SOUTH OF THE CENTER OF HIGHWAY, 8.7 METERS (28.5 FEET)
 OR0806'EAST OF THE EDGE OF A CULTIVATED FIELD, AND 0.3 METER (0.8 FOOT)
 OR0806'WEST OF A FENCE.
 OR0806'THE MARK IS 1.2 FT  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0319 ***********************************************************************
 OQ0319  DESIGNATION -  H 341
 OQ0319  PID         -  OQ0319
 OQ0319  STATE/COUNTY-  SD/MINNEHAHA
 OQ0319  COUNTRY     -  US
 OQ0319  USGS QUAD   -  RENNER (2017)
 OQ0319
 OQ0319                         *CURRENT SURVEY CONTROL
 OQ0319  ______________________________________________________________________
 OQ0319* NAD 83(1986) POSITION- 43 40 28.     (N) 096 43 42.     (W)   SCALED
 OQ0319* NAVD 88 ORTHO HEIGHT -   439.838 (meters)     1443.04  (feet) ADJUSTED
 OQ0319  ______________________________________________________________________
 OQ0319  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 OQ0319  DYNAMIC HEIGHT  -        439.728 (meters)     1442.67  (feet) COMP
 OQ0319  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 OQ0319
 OQ0319  VERT ORDER      -  FIRST     CLASS II
 OQ0319
 OQ0319.The horizontal coordinates were scaled from a map and have
 OQ0319.an estimated accuracy of +/- 6 seconds.
 OQ0319
 OQ0319.The orthometric height was determined by differential leveling and
 OQ0319.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0319.in June 1991.
 OQ0319
 OQ0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0319.GEOID18 height accuracy estimate available here.
 OQ0319
 OQ0319.Click photographs - Photos may exist for this station.
 OQ0319
 OQ0319.The dynamic height is computed by dividing the NAVD 88
 OQ0319.geopotential number by the normal gravity value computed on the
 OQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0319.degrees latitude (g = 980.6199 gals.).
 OQ0319
 OQ0319.The modeled gravity was interpolated from observed gravity values.
 OQ0319
 OQ0319;                    North         East    Units  Estimated Accuracy
 OQ0319;SPC SD S     -   155,290.      890,600.      MT  (+/- 180 meters Scaled)
 OQ0319
 OQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP831382(NAD 83)
 OQ0319
 OQ0319                          SUPERSEDED SURVEY CONTROL
 OQ0319
 OQ0319  NGVD 29 (??/??/92)  439.558  (m)         1442.12   (f) ADJ UNCH    1 2
 OQ0319
 OQ0319.Superseded values are not recommended for survey control.
 OQ0319
 OQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0319.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0319
 OQ0319_MARKER: DB = BENCH MARK DISK
 OQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0319_STAMPING: H 341 1949
 OQ0319_MARK LOGO: CGS
 OQ0319_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0319+STABILITY: SURFACE MOTION
 OQ0319
 OQ0319  HISTORY     - Date     Condition        Report By
 OQ0319  HISTORY     - 1949     MONUMENTED       CGS
 OQ0319
 OQ0319                          STATION DESCRIPTION
 OQ0319
 OQ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0319'2 MI N FROM RENNER.
 OQ0319'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0319'RAILROAD FROM THE STATION AT RENNER, AT A ROAD CROSSING, 133.0
 OQ0319'FEET NORTH OF THE CENTER LINE OF THE ROAD, 28.0 FEET EAST OF THE
 OQ0319'EAST RAIL OF THE TRACK, 3.5 FEET SOUTH OF THE THIRD POLE NORTH
 OQ0319'OF MILEPOST 79, 1.6 FEET SOUTH OF A REFERENCE POST, AND SET IN
 OQ0319'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0456 ***********************************************************************
 PR0456  DESIGNATION -  H 342
 PR0456  PID         -  PR0456
 PR0456  STATE/COUNTY-  SD/CODINGTON
 PR0456  COUNTRY     -  US
 PR0456  USGS QUAD   -  WATERTOWN SE (2017)
 PR0456
 PR0456                         *CURRENT SURVEY CONTROL
 PR0456  ______________________________________________________________________
 PR0456* NAD 83(1986) POSITION- 44 48 53.     (N) 097 01 33.     (W)   SCALED
 PR0456* NAVD 88 ORTHO HEIGHT -   530.763 (meters)     1741.34  (feet) ADJUSTED
 PR0456  ______________________________________________________________________
 PR0456  GEOID HEIGHT    -        -25.066 (meters)                     GEOID18
 PR0456  DYNAMIC HEIGHT  -        530.685 (meters)     1741.09  (feet) COMP
 PR0456  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 PR0456
 PR0456  VERT ORDER      -  SECOND    CLASS 0
 PR0456
 PR0456.The horizontal coordinates were scaled from a map and have
 PR0456.an estimated accuracy of +/- 6 seconds.
 PR0456
 PR0456.The orthometric height was determined by differential leveling and
 PR0456.adjusted by the NATIONAL GEODETIC SURVEY
 PR0456.in June 1991.
 PR0456
 PR0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0456.GEOID18 height accuracy estimate available here.
 PR0456
 PR0456.Click photographs - Photos may exist for this station.
 PR0456
 PR0456.The dynamic height is computed by dividing the NAVD 88
 PR0456.geopotential number by the normal gravity value computed on the
 PR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0456.degrees latitude (g = 980.6199 gals.).
 PR0456
 PR0456.The modeled gravity was interpolated from observed gravity values.
 PR0456
 PR0456;                    North         East    Units  Estimated Accuracy
 PR0456;SPC SD N     -   113,380.      835,190.      MT  (+/- 180 meters Scaled)
 PR0456
 PR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ560642(NAD 83)
 PR0456
 PR0456                          SUPERSEDED SURVEY CONTROL
 PR0456
 PR0456  NGVD 29 (??/??/92)  530.466  (m)         1740.37   (f) ADJ UNCH    2 0
 PR0456
 PR0456.Superseded values are not recommended for survey control.
 PR0456
 PR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0456.See file dsdata.pdf to determine how the superseded data were derived.
 PR0456
 PR0456_MARKER: DB = BENCH MARK DISK
 PR0456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0456_SP_SET: CULVERT HEADWALL
 PR0456_STAMPING: H 342 1949
 PR0456_MARK LOGO: CGS
 PR0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0456+STABILITY: SURFACE MOTION
 PR0456
 PR0456  HISTORY     - Date     Condition        Report By
 PR0456  HISTORY     - 1949     MONUMENTED       CGS
 PR0456  HISTORY     - 1977     GOOD             LOCENG
 PR0456
 PR0456                          STATION DESCRIPTION
 PR0456
 PR0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0456'6.2 MI N FROM CASTLEWOOD.
 PR0456'6.15 MILES NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL
 PR0456'AT CASTLEWOOD, 0.25 MILE SOUTH OF A ROAD INTERSECTION, 12.5 FEET
 PR0456'EAST OF AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 PR0456'AND SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE GUARD
 PR0456'RAIL OF A 20-FOOT TWIN CHANNEL CONCRETE CULVERT.
 PR0456
 PR0456                          STATION RECOVERY (1977)
 PR0456
 PR0456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PR0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1108 ***********************************************************************
 NM1108  DESIGNATION -  H 343
 NM1108  PID         -  NM1108
 NM1108  STATE/COUNTY-  SD/CLAY
 NM1108  COUNTRY     -  US
 NM1108  USGS QUAD   -  MECKLING (2017)
 NM1108
 NM1108                         *CURRENT SURVEY CONTROL
 NM1108  ______________________________________________________________________
 NM1108* NAD 83(1986) POSITION- 42 47 13.     (N) 097 04 35.     (W)   SCALED
 NM1108* NAVD 88 ORTHO HEIGHT -   352.230 (meters)     1155.61  (feet) ADJUSTED
 NM1108  ______________________________________________________________________
 NM1108  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM1108  DYNAMIC HEIGHT  -        352.125 (meters)     1155.26  (feet) COMP
 NM1108  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 NM1108
 NM1108  VERT ORDER      -  SECOND    CLASS 0
 NM1108
 NM1108.The horizontal coordinates were scaled from a map and have
 NM1108.an estimated accuracy of +/- 6 seconds.
 NM1108
 NM1108.The orthometric height was determined by differential leveling and
 NM1108.adjusted by the NATIONAL GEODETIC SURVEY
 NM1108.in June 1991.
 NM1108
 NM1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1108.GEOID18 height accuracy estimate available here.
 NM1108
 NM1108.Click photographs - Photos may exist for this station.
 NM1108
 NM1108.The dynamic height is computed by dividing the NAVD 88
 NM1108.geopotential number by the normal gravity value computed on the
 NM1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1108.degrees latitude (g = 980.6199 gals.).
 NM1108
 NM1108.The modeled gravity was interpolated from observed gravity values.
 NM1108
 NM1108;                    North         East    Units  Estimated Accuracy
 NM1108;SPC SD S     -    55,620.      866,430.      MT  (+/- 180 meters Scaled)
 NM1108
 NM1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN573389(NAD 83)
 NM1108
 NM1108                          SUPERSEDED SURVEY CONTROL
 NM1108
 NM1108  NGVD 29 (??/??/92)  352.023  (m)         1154.93   (f) ADJ UNCH    2 0
 NM1108
 NM1108.Superseded values are not recommended for survey control.
 NM1108
 NM1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1108.See file dsdata.pdf to determine how the superseded data were derived.
 NM1108
 NM1108_MARKER: DB = BENCH MARK DISK
 NM1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1108_STAMPING: H 343 1949
 NM1108_MARK LOGO: CGS
 NM1108_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1108+STABILITY: SURFACE MOTION
 NM1108
 NM1108  HISTORY     - Date     Condition        Report By
 NM1108  HISTORY     - 1949     MONUMENTED       CGS
 NM1108
 NM1108                          STATION DESCRIPTION
 NM1108
 NM1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1108'7.6 MI W FROM VERMILLION.
 NM1108'1.8 MILES WEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE AT
 NM1108'VERMILLION, THENCE 3.85 MILES WEST ALONG A GRAVELED ROAD, THENCE
 NM1108'0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.75 MILES WEST
 NM1108'ALONG A GRAVELED ROAD, AT THE FARM HOME OF ARTHUR IVERSON,
 NM1108'0.2 MILE SOUTH OF THE NORWAY SCHOOLHOUSE, 124.0 FEET NORTHEAST
 NM1108'OF THE NORTHEAST CORNER OF THE HOUSE, 59 FEET WEST OF THE CENTER
 NM1108'LINE OF THE NORTH-SOUTH ROAD, 31 FEET WEST OF THE CENTER LINE
 NM1108'OF A PRIVATE DRIVE-WAY, 15.0 FEET SOUTH OF A FENCE CORNER POST,
 NM1108'5.0 FEET WEST OF A POWER TRANSMISSION LINE POLE BEARING A
 NM1108'TRANSFORMER, 1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE
 NM1108'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM1108'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0469 ***********************************************************************
 PS0469  DESIGNATION -  H 349
 PS0469  PID         -  PS0469
 PS0469  STATE/COUNTY-  SD/BUFFALO
 PS0469  COUNTRY     -  US
 PS0469  USGS QUAD   -  LOWER BRULE (2017)
 PS0469
 PS0469                         *CURRENT SURVEY CONTROL
 PS0469  ______________________________________________________________________
 PS0469* NAD 83(1986) POSITION- 44 04 37.     (N) 099 32 19.     (W)   SCALED
 PS0469* NAVD 88 ORTHO HEIGHT -   414.403 (meters)     1359.59  (feet) ADJUSTED
 PS0469  ______________________________________________________________________
 PS0469  GEOID HEIGHT    -        -24.735 (meters)                     GEOID18
 PS0469  DYNAMIC HEIGHT  -        414.307 (meters)     1359.27  (feet) COMP
 PS0469  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 PS0469
 PS0469  VERT ORDER      -  FIRST     CLASS II
 PS0469
 PS0469.The horizontal coordinates were scaled from a map and have
 PS0469.an estimated accuracy of +/- 6 seconds.
 PS0469
 PS0469.The orthometric height was determined by differential leveling and
 PS0469.adjusted by the NATIONAL GEODETIC SURVEY
 PS0469.in June 1991.
 PS0469
 PS0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0469.GEOID18 height accuracy estimate available here.
 PS0469
 PS0469.Click photographs - Photos may exist for this station.
 PS0469
 PS0469.The dynamic height is computed by dividing the NAVD 88
 PS0469.geopotential number by the normal gravity value computed on the
 PS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0469.degrees latitude (g = 980.6199 gals.).
 PS0469
 PS0469.The modeled gravity was interpolated from observed gravity values.
 PS0469
 PS0469;                    North         East    Units  Estimated Accuracy
 PS0469;SPC SD S     -   194,010.      663,650.      MT  (+/- 180 meters Scaled)
 PS0469
 PS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP568805(NAD 83)
 PS0469
 PS0469                          SUPERSEDED SURVEY CONTROL
 PS0469
 PS0469  NGVD 29 (??/??/92)  414.070  (m)         1358.49   (f) ADJ UNCH    1 2
 PS0469
 PS0469.Superseded values are not recommended for survey control.
 PS0469
 PS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0469.See file dsdata.pdf to determine how the superseded data were derived.
 PS0469
 PS0469_MARKER: DB = BENCH MARK DISK
 PS0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0469_STAMPING: H 349 1949
 PS0469_MARK LOGO: CGS
 PS0469_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0469+STABILITY: SURFACE MOTION
 PS0469
 PS0469  HISTORY     - Date     Condition        Report By
 PS0469  HISTORY     - 1949     MONUMENTED       CGS
 PS0469  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0469
 PS0469                          STATION DESCRIPTION
 PS0469
 PS0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0469'6.8 MI NW FROM FORT THOMPSON.
 PS0469'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0469'FORT THOMPSON, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY NO. 47,
 PS0469'THENCE 5.0 MILES WEST ALONG A DIRT ROAD, ALONG A NORTHEAST-SOUTHWEST
 PS0469'FENCE, ABOUT 400 FEET SOUTH OF A STEEL TELEPHONE TOWER, ON THE
 PS0469'NORTHEAST BANK OF THE MISSOURI RIVER, 41 FEET NORTHEAST OF THE
 PS0469'NORTHEAST EDGE OF THE BANK, 22 FEET SOUTHEAST OF THE CENTER LINE
 PS0469'OF THE ROAD ON THE SOUTHEAST SIDE OF A CIRCLE FORMED BY THE
 PS0469'ROAD, 2 FEET NORTHWEST OF THE FENCE, 1.4 FEET SOUTHWEST OF A
 PS0469'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST 5 FEET IN DEPTH
 PS0469'AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PS0469
 PS0469                          STATION RECOVERY (1965)
 PS0469
 PS0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0457 ***********************************************************************
 PS0457  DESIGNATION -  H 350
 PS0457  PID         -  PS0457
 PS0457  STATE/COUNTY-  SD/HUGHES
 PS0457  COUNTRY     -  US
 PS0457  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0457
 PS0457                         *CURRENT SURVEY CONTROL
 PS0457  ______________________________________________________________________
 PS0457* NAD 83(1986) POSITION- 44 08 55.     (N) 099 38 45.     (W)   SCALED
 PS0457* NAVD 88 ORTHO HEIGHT -   427.286 (meters)     1401.85  (feet) ADJUSTED
 PS0457  ______________________________________________________________________
 PS0457  GEOID HEIGHT    -        -24.396 (meters)                     GEOID18
 PS0457  DYNAMIC HEIGHT  -        427.194 (meters)     1401.55  (feet) COMP
 PS0457  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 PS0457
 PS0457  VERT ORDER      -  FIRST     CLASS II
 PS0457
 PS0457.The horizontal coordinates were scaled from a map and have
 PS0457.an estimated accuracy of +/- 6 seconds.
 PS0457
 PS0457.The orthometric height was determined by differential leveling and
 PS0457.adjusted by the NATIONAL GEODETIC SURVEY
 PS0457.in June 1991.
 PS0457
 PS0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0457.GEOID18 height accuracy estimate available here.
 PS0457
 PS0457.Click photographs - Photos may exist for this station.
 PS0457
 PS0457.The dynamic height is computed by dividing the NAVD 88
 PS0457.geopotential number by the normal gravity value computed on the
 PS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0457.degrees latitude (g = 980.6199 gals.).
 PS0457
 PS0457.The modeled gravity was interpolated from observed gravity values.
 PS0457
 PS0457;                    North         East    Units  Estimated Accuracy
 PS0457;SPC SD S     -   201,890.      655,000.      MT  (+/- 180 meters Scaled)
 PS0457
 PS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP483885(NAD 83)
 PS0457
 PS0457                          SUPERSEDED SURVEY CONTROL
 PS0457
 PS0457  NGVD 29 (??/??/92)  426.958  (m)         1400.78   (f) ADJ UNCH    1 2
 PS0457
 PS0457.Superseded values are not recommended for survey control.
 PS0457
 PS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0457.See file dsdata.pdf to determine how the superseded data were derived.
 PS0457
 PS0457_MARKER: DB = BENCH MARK DISK
 PS0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0457_STAMPING: H 350 1949
 PS0457_MARK LOGO: CGS
 PS0457_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0457+STABILITY: SURFACE MOTION
 PS0457
 PS0457  HISTORY     - Date     Condition        Report By
 PS0457  HISTORY     - 1949     MONUMENTED       CGS
 PS0457  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0457
 PS0457                          STATION DESCRIPTION
 PS0457
 PS0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0457'10.3 MI E FROM JOE CREEK.
 PS0457'7.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0457'CREEK, THENCE 0.7 MILE NORTHEAST ALONG A FIELD ROAD, THENCE
 PS0457'0.5 MILE SOUTHEAST ALONG A FIELD ROAD, THENCE 1.0 MILE EAST
 PS0457'ALONG A SECTION LINE FIELD, THENCE 1.0 MILE EAST ALONG A FIELD
 PS0457'ROAD, AT A T-JUNCTION OF ROADS, AT THE CORNER OF SECTIONS 17,
 PS0457'18, 19 AND 20, T. 108 N., R. 73 W., 110 FEET SOUTHWEST OF THE
 PS0457'CENTER LINE OF THE MAIN DIRT ROAD, 21 FEET WEST OF THE CENTER
 PS0457'LINE OF A ROAD LEADING SOUTH, 2 FEET NORTHEAST OF A CORNER FENCE
 PS0457'POST, 1.7 FEET EAST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF A
 PS0457'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 PS0457'OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PS0457
 PS0457                          STATION RECOVERY (1965)
 PS0457
 PS0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1488 ***********************************************************************
 PU1488  DESIGNATION -  H 355
 PU1488  PID         -  PU1488
 PU1488  STATE/COUNTY-  SD/MEADE
 PU1488  COUNTRY     -  US
 PU1488  USGS QUAD   -  FORT MEADE NE (2017)
 PU1488
 PU1488                         *CURRENT SURVEY CONTROL
 PU1488  ______________________________________________________________________
 PU1488* NAD 83(1986) POSITION- 44 25 25.     (N) 103 19 38.     (W)   SCALED
 PU1488* NAVD 88 ORTHO HEIGHT -   952.357 (meters)     3124.52  (feet) ADJUSTED
 PU1488  ______________________________________________________________________
 PU1488  GEOID HEIGHT    -        -16.141 (meters)                     GEOID18
 PU1488  DYNAMIC HEIGHT  -        952.071 (meters)     3123.59  (feet) COMP
 PU1488  MODELED GRAVITY -    980,285.4   (mgal)                       NAVD 88
 PU1488
 PU1488  VERT ORDER      -  SECOND    CLASS 0
 PU1488
 PU1488.The horizontal coordinates were scaled from a map and have
 PU1488.an estimated accuracy of +/- 6 seconds.
 PU1488
 PU1488.The orthometric height was determined by differential leveling and
 PU1488.adjusted by the NATIONAL GEODETIC SURVEY
 PU1488.in June 1991.
 PU1488
 PU1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1488.GEOID18 height accuracy estimate available here.
 PU1488
 PU1488.Click photographs - Photos may exist for this station.
 PU1488
 PU1488.The dynamic height is computed by dividing the NAVD 88
 PU1488.geopotential number by the normal gravity value computed on the
 PU1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1488.degrees latitude (g = 980.6199 gals.).
 PU1488
 PU1488.The modeled gravity was interpolated from observed gravity values.
 PU1488
 PU1488;                    North         East    Units  Estimated Accuracy
 PU1488;SPC SD N     -    71,040.      335,120.      MT  (+/- 180 meters Scaled)
 PU1488
 PU1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK331202(NAD 83)
 PU1488
 PU1488                          SUPERSEDED SURVEY CONTROL
 PU1488
 PU1488  NGVD 29 (??/??/92)  951.856  (m)         3122.88   (f) ADJ UNCH    2 0
 PU1488
 PU1488.Superseded values are not recommended for survey control.
 PU1488
 PU1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1488.See file dsdata.pdf to determine how the superseded data were derived.
 PU1488
 PU1488_MARKER: DB = BENCH MARK DISK
 PU1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1488_STAMPING: H 355 1961
 PU1488_MARK LOGO: CGS
 PU1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1488+STABILITY: SURFACE MOTION
 PU1488
 PU1488  HISTORY     - Date     Condition        Report By
 PU1488  HISTORY     - 1961     MONUMENTED       CGS
 PU1488
 PU1488                          STATION DESCRIPTION
 PU1488
 PU1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1488'9.1 MI E FROM STURGIS.
 PU1488'ONE BLOCK NORTH OF THE POST OFFICE IN STURGIS, THENCE EAST
 PU1488'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST AND
 PU1488'NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE EAST
 PU1488'AND SOUTHEAST ALONG A DIRT AND SURFACED ROAD FOR 4.3 MILES,
 PU1488'72 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 5 1/2 FEET SOUTH
 PU1488'OF A GATE POST, 1 FOOT EAST OF A FENCE, 2.3 FEET SOUTH OF A
 PU1488'WITNESS POST, AND SET IN A SQUARE CONCRETE POST THAT PROJECTS
 PU1488'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1970 ***********************************************************************
 PU1970  DESIGNATION -  H 358 RESET
 PU1970  PID         -  PU1970
 PU1970  STATE/COUNTY-  SD/BUTTE
 PU1970  COUNTRY     -  US
 PU1970  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1970
 PU1970                         *CURRENT SURVEY CONTROL
 PU1970  ______________________________________________________________________
 PU1970* NAD 83(1986) POSITION- 44 43 33.     (N) 103 55 30.     (W)   SCALED
 PU1970* NAVD 88 ORTHO HEIGHT -   944.177 (meters)     3097.69  (feet) ADJUSTED
 PU1970  ______________________________________________________________________
 PU1970  GEOID HEIGHT    -        -15.312 (meters)                     GEOID18
 PU1970  DYNAMIC HEIGHT  -        943.912 (meters)     3096.82  (feet) COMP
 PU1970  MODELED GRAVITY -    980,304.2   (mgal)                       NAVD 88
 PU1970
 PU1970  VERT ORDER      -  FIRST     CLASS II
 PU1970
 PU1970.The horizontal coordinates were scaled from a map and have
 PU1970.an estimated accuracy of +/- 6 seconds.
 PU1970
 PU1970.The orthometric height was determined by differential leveling and
 PU1970.adjusted by the NATIONAL GEODETIC SURVEY
 PU1970.in July 1998.
 PU1970
 PU1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1970.GEOID18 height accuracy estimate available here.
 PU1970
 PU1970.Click photographs - Photos may exist for this station.
 PU1970
 PU1970.The dynamic height is computed by dividing the NAVD 88
 PU1970.geopotential number by the normal gravity value computed on the
 PU1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1970.degrees latitude (g = 980.6199 gals.).
 PU1970
 PU1970.The modeled gravity was interpolated from observed gravity values.
 PU1970
 PU1970;                    North         East    Units  Estimated Accuracy
 PU1970;SPC SD N     -   106,710.      289,190.      MT  (+/- 180 meters Scaled)
 PU1970
 PU1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK851530(NAD 83)
 PU1970
 PU1970                          SUPERSEDED SURVEY CONTROL
 PU1970
 PU1970  NGVD 29 (04/17/07)  943.68   (m)         3096.1    (f) RESET       3  
 PU1970
 PU1970.Superseded values are not recommended for survey control.
 PU1970
 PU1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1970.See file dsdata.pdf to determine how the superseded data were derived.
 PU1970
 PU1970_MARKER: DV = VERTICAL CONTROL DISK
 PU1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1970_STAMPING: H 358 RESET 1975
 PU1970_MARK LOGO: NGS
 PU1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1970+STABILITY: SURFACE MOTION
 PU1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1970+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1970
 PU1970  HISTORY     - Date     Condition        Report By
 PU1970  HISTORY     - 1975     MONUMENTED       NGS
 PU1970  HISTORY     - 19951116 GOOD             NGS
 PU1970
 PU1970                          STATION DESCRIPTION
 PU1970
 PU1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU1970'4.4 MI NW FROM BELLE FOURCHE.
 PU1970'4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1970'WITH U.S. HIGHWAY 85 AT THE NORTH EDGE OF BELLE FOURCHE, AT
 PU1970'STATE HIGHWAY STATION NUMBER 464 + 00, AT A PRIVATE RAILROAD
 PU1970'CROSSING, 198 FEET SOUTH OF THE CENTER OF HIGHWAY 212, 46 FEET
 PU1970'SOUTHWEST OF THE SOUTHWEST RAIL, 16.5 FEET EAST OF THE EAST END
 PU1970'OF A GATE, 1-FOOT NORTH OF THE FENCE, 2.0 FEET EAST OF A METAL
 PU1970'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PU1970'WHICH PROJECTS 8-INCHES.
 PU1970
 PU1970                          STATION RECOVERY (1995)
 PU1970
 PU1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1970'7.5 KM (4.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1970'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 250.0 M (820.2 FT)
 PU1970'NORTHWEST OF MILEPOST 9, 60.3 M (197.8 FT) SOUTHWEST OF THE HIGHWAY
 PU1970'CENTERLINE, 14.0 M (45.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE DAKOTA
 PU1970'MINNESOTA EASTERN RAILROAD, 5.0 M (16.4 FT) SOUTHEAST OF THE CENTER OF
 PU1970'A FIELD ENTRANCE AND GATE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PU1970'HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT)
 PU1970'NORTHEAST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PU1970'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2067 ***********************************************************************
 PU2067  DESIGNATION -  H 359
 PU2067  PID         -  PU2067
 PU2067  STATE/COUNTY-  SD/BUTTE
 PU2067  COUNTRY     -  US
 PU2067  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2067
 PU2067                         *CURRENT SURVEY CONTROL
 PU2067  ______________________________________________________________________
 PU2067* NAD 83(1986) POSITION- 44 37 31.     (N) 103 51 39.     (W)   SCALED
 PU2067* NAVD 88 ORTHO HEIGHT -   986.424 (meters)     3236.29  (feet) ADJUSTED
 PU2067  ______________________________________________________________________
 PU2067  GEOID HEIGHT    -        -15.177 (meters)                     GEOID18
 PU2067  DYNAMIC HEIGHT  -        986.133 (meters)     3235.34  (feet) COMP
 PU2067  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 PU2067
 PU2067  VERT ORDER      -  FIRST     CLASS II
 PU2067
 PU2067.The horizontal coordinates were scaled from a map and have
 PU2067.an estimated accuracy of +/- 6 seconds.
 PU2067
 PU2067.The orthometric height was determined by differential leveling and
 PU2067.adjusted by the NATIONAL GEODETIC SURVEY
 PU2067.in June 1991.
 PU2067
 PU2067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2067.GEOID18 height accuracy estimate available here.
 PU2067
 PU2067.Click photographs - Photos may exist for this station.
 PU2067
 PU2067.The dynamic height is computed by dividing the NAVD 88
 PU2067.geopotential number by the normal gravity value computed on the
 PU2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2067.degrees latitude (g = 980.6199 gals.).
 PU2067
 PU2067.The modeled gravity was interpolated from observed gravity values.
 PU2067
 PU2067;                    North         East    Units  Estimated Accuracy
 PU2067;SPC SD N     -    95,310.      293,730.      MT  (+/- 180 meters Scaled)
 PU2067
 PU2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903419(NAD 83)
 PU2067
 PU2067                          SUPERSEDED SURVEY CONTROL
 PU2067
 PU2067  NGVD 29 (??/??/92)  985.922  (m)         3234.65   (f) ADJ UNCH    1 2
 PU2067
 PU2067.Superseded values are not recommended for survey control.
 PU2067
 PU2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2067.See file dsdata.pdf to determine how the superseded data were derived.
 PU2067
 PU2067_MARKER: DB = BENCH MARK DISK
 PU2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2067_STAMPING: H 359 1962
 PU2067_MARK LOGO: CGS
 PU2067_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2067+STABILITY: SURFACE MOTION
 PU2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2067+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 PU2067
 PU2067  HISTORY     - Date     Condition        Report By
 PU2067  HISTORY     - 1962     MONUMENTED       CGS
 PU2067  HISTORY     - 1984     GOOD             NGS
 PU2067  HISTORY     - 19960415 GOOD             NGS
 PU2067
 PU2067                          STATION DESCRIPTION
 PU2067
 PU2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2067'3 MI S FROM BELLE FOURCHE.
 PU2067'2.95 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2067'HOUSE IN BELLE FOURCHE TO THE MARK SET AT A PRIVATE DRIVEWAY
 PU2067'LEADING WEST, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PU2067'32 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 3.8 FEET SOUTHEAST
 PU2067'OF A FENCE CORNER POST, 3.5 FEET SOUTH OF A TELEPHONE POLE
 PU2067'NUMBER 16C, 1.2 FEET NORTH OF A METAL WITNESS POST.  A DISK
 PU2067'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS
 PU2067'ABOUT 3.50 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.
 PU2067
 PU2067                          STATION RECOVERY (1984)
 PU2067
 PU2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2067'RECOVERED IN GOOD CONDITION.
 PU2067
 PU2067                          STATION RECOVERY (1996)
 PU2067
 PU2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2067'4.9 KM (3.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 PU2067'IN BELLE FOURCHE, 1029.0 M (3376.0 FT) NORTH OF MILEPOST 52, 14.7 M
 PU2067'(48.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 13.9 M (45.6 FT) WEST OF
 PU2067'THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) EAST OF A FENCE, 7.6 M (24.9
 PU2067'FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 503 17, 1.0 M
 PU2067'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 PU2067'WITNESS POST, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE
 PU2067'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9072 ***********************************************************************
 AD9072  DESIGNATION -  H 359 RESET
 AD9072  PID         -  AD9072
 AD9072  STATE/COUNTY-  SD/BUTTE
 AD9072  COUNTRY     -  US
 AD9072  USGS QUAD   -  BELLE FOURCHE (2017)
 AD9072
 AD9072                         *CURRENT SURVEY CONTROL
 AD9072  ______________________________________________________________________
 AD9072* NAD 83(1986) POSITION- 44 37 30.     (N) 103 51 39.     (W)   SCALED
 AD9072* NAVD 88 ORTHO HEIGHT -   983.010 (meters)     3225.09  (feet) ADJUSTED
 AD9072  ______________________________________________________________________
 AD9072  GEOID HEIGHT    -        -15.176 (meters)                     GEOID18
 AD9072  DYNAMIC HEIGHT  -        982.720 (meters)     3224.14  (feet) COMP
 AD9072  MODELED GRAVITY -    980,289.0   (mgal)                       NAVD 88
 AD9072
 AD9072  VERT ORDER      -  FIRST     CLASS II
 AD9072
 AD9072.The horizontal coordinates were scaled from a map and have
 AD9072.an estimated accuracy of +/- 6 seconds.
 AD9072
 AD9072.The orthometric height was determined by differential leveling and
 AD9072.adjusted by the NATIONAL GEODETIC SURVEY
 AD9072.in July 1998.
 AD9072
 AD9072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9072.GEOID18 height accuracy estimate available here.
 AD9072
 AD9072.Click photographs - Photos may exist for this station.
 AD9072
 AD9072.The dynamic height is computed by dividing the NAVD 88
 AD9072.geopotential number by the normal gravity value computed on the
 AD9072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9072.degrees latitude (g = 980.6199 gals.).
 AD9072
 AD9072.The modeled gravity was interpolated from observed gravity values.
 AD9072
 AD9072;                    North         East    Units  Estimated Accuracy
 AD9072;SPC SD N     -    95,280.      293,730.      MT  (+/- 180 meters Scaled)
 AD9072
 AD9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903419(NAD 83)
 AD9072
 AD9072                          SUPERSEDED SURVEY CONTROL
 AD9072
 AD9072.No superseded survey control is available for this station.
 AD9072
 AD9072_MARKER: DV = VERTICAL CONTROL DISK
 AD9072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD9072_STAMPING: H 359 RESET 1985
 AD9072_MARK LOGO: NGS
 AD9072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9072+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9072
 AD9072  HISTORY     - Date     Condition        Report By
 AD9072  HISTORY     - 1985     MONUMENTED       NGS
 AD9072  HISTORY     - 19960415 GOOD             NGS
 AD9072
 AD9072                          STATION DESCRIPTION
 AD9072
 AD9072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9072'4.9 KM (3.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9072'IN BELLE FOURCHE, 1029.0 M (3376.0 FT) NORTH OF MILEPOST 52, 64.2 M
 AD9072'(210.6 FT) WEST OF THE HIGHWAY CENTERLINE, 24.1 M (79.1 FT) SOUTHEAST
 AD9072'OF THE SOUTHEAST CORNER OF A HOUSE, 6.2 M (20.3 FT) SOUTH OF THE
 AD9072'CENTER OF A DRIVEWAY, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AD9072'0.5 M (1.6 FT) NORTH OF A FENCE, AND 0.1 M (0.3 FT) NORTH OF A WITNESS
 AD9072'POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 AD9072'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0142 ***********************************************************************
 OR0142  DESIGNATION -  H 36
 OR0142  PID         -  OR0142
 OR0142  STATE/COUNTY-  SD/GREGORY
 OR0142  COUNTRY     -  US
 OR0142  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0142
 OR0142                         *CURRENT SURVEY CONTROL
 OR0142  ______________________________________________________________________
 OR0142* NAD 83(1986) POSITION- 43 07 32.55   (N) 098 49 20.14   (W)   HD_HELD1
 OR0142* NAVD 88 ORTHO HEIGHT -   554.447 (meters)     1819.05  (feet) ADJUSTED
 OR0142  ______________________________________________________________________
 OR0142  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 OR0142  DYNAMIC HEIGHT  -        554.250 (meters)     1818.40  (feet) COMP
 OR0142  MODELED GRAVITY -    980,247.7   (mgal)                       NAVD 88
 OR0142
 OR0142  VERT ORDER      -  FIRST     CLASS II
 OR0142
 OR0142.The horizontal coordinates were determined by differentially corrected
 OR0142.hand held GPS observations or other comparable positioning techniques
 OR0142.and have an estimated accuracy of +/- 3 meters.
 OR0142
 OR0142.The orthometric height was determined by differential leveling and
 OR0142.adjusted by the NATIONAL GEODETIC SURVEY
 OR0142.in June 1991.
 OR0142
 OR0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0142.GEOID18 height accuracy estimate available here.
 OR0142
 OR0142.Click photographs - Photos may exist for this station.
 OR0142
 OR0142.The dynamic height is computed by dividing the NAVD 88
 OR0142.geopotential number by the normal gravity value computed on the
 OR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0142.degrees latitude (g = 980.6199 gals.).
 OR0142
 OR0142.The modeled gravity was interpolated from observed gravity values.
 OR0142
 OR0142;                    North         East    Units  Estimated Accuracy
 OR0142;SPC SD S     -    89,144.4     722,949.1     MT  (+/- 3 meters HH1 GPS) 
 OR0142
 OR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1445774789(NAD 83)
 OR0142
 OR0142                          SUPERSEDED SURVEY CONTROL
 OR0142
 OR0142  NGVD 29 (??/??/92)  554.124  (m)         1817.99   (f) ADJ UNCH    1 2
 OR0142
 OR0142.Superseded values are not recommended for survey control.
 OR0142
 OR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0142.See file dsdata.pdf to determine how the superseded data were derived.
 OR0142
 OR0142_MARKER: DB = BENCH MARK DISK
 OR0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0142_STAMPING: 1817.988 H 36 1933
 OR0142_MARK LOGO: CGS
 OR0142_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0142+STABILITY: SURFACE MOTION
 OR0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0142+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR0142
 OR0142  HISTORY     - Date     Condition        Report By
 OR0142  HISTORY     - 1933     MONUMENTED       CGS
 OR0142  HISTORY     - 1962     GOOD             USGS
 OR0142  HISTORY     - 20130115 GOOD             INDIV
 OR0142
 OR0142                          STATION DESCRIPTION
 OR0142
 OR0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0142'10.2 MI NE FROM FAIRFAX.
 OR0142'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 281 FROM FAIRFAX, GREGORY
 OR0142'COUNTY, ABOUT 2 MILES SOUTH OF ROSEBUD BRIDGE OVER MISSOURI
 OR0142'RIVER, 0.2 MILE NORTH OF THE FIRST FARM BUILDING SOUTH OF THE
 OR0142'RIVER, AT THE TOP OF THE BLUFF ON THE SOUTH SIDE OF THE RIVER,
 OR0142'AT A FIELD ENTRANCE, 12 YARDS EAST OF THE HIGHWAY, 7 YARDS EAST
 OR0142'OF A FENCE CORNER, AND 3 FEET SOUTH OF THE FENCE.  A STANDARD
 OR0142'DISK, STAMPED 1817.988 H 36 1933 AND SET IN THE TOP OF A
 OR0142'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0142
 OR0142                          STATION RECOVERY (1962)
 OR0142
 OR0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0142'RECOVERED IN GOOD CONDITION.
 OR0142
 OR0142                          STATION RECOVERY (2013)
 OR0142
 OR0142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1932 ***********************************************************************
 PU1932  DESIGNATION -  H 360
 PU1932  PID         -  PU1932
 PU1932  STATE/COUNTY-  SD/BUTTE
 PU1932  COUNTRY     -  US
 PU1932  USGS QUAD   -  FRUITDALE (2017)
 PU1932
 PU1932                         *CURRENT SURVEY CONTROL
 PU1932  ______________________________________________________________________
 PU1932* NAD 83(1986) POSITION- 44 41 06.     (N) 103 41 53.     (W)   SCALED
 PU1932* NAVD 88 ORTHO HEIGHT -   921.399 (meters)     3022.96  (feet) ADJUSTED
 PU1932  ______________________________________________________________________
 PU1932  GEOID HEIGHT    -        -15.650 (meters)                     GEOID18
 PU1932  DYNAMIC HEIGHT  -        921.158 (meters)     3022.17  (feet) COMP
 PU1932  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1932
 PU1932  VERT ORDER      -  SECOND    CLASS 0
 PU1932
 PU1932.The horizontal coordinates were scaled from a map and have
 PU1932.an estimated accuracy of +/- 6 seconds.
 PU1932
 PU1932.The orthometric height was determined by differential leveling and
 PU1932.adjusted by the NATIONAL GEODETIC SURVEY
 PU1932.in June 1991.
 PU1932
 PU1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1932.GEOID18 height accuracy estimate available here.
 PU1932
 PU1932.Click photographs - Photos may exist for this station.
 PU1932
 PU1932.The dynamic height is computed by dividing the NAVD 88
 PU1932.geopotential number by the normal gravity value computed on the
 PU1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1932.degrees latitude (g = 980.6199 gals.).
 PU1932
 PU1932.The modeled gravity was interpolated from observed gravity values.
 PU1932
 PU1932;                    North         East    Units  Estimated Accuracy
 PU1932;SPC SD N     -   101,330.      306,940.      MT  (+/- 180 meters Scaled)
 PU1932
 PU1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK031487(NAD 83)
 PU1932
 PU1932                          SUPERSEDED SURVEY CONTROL
 PU1932
 PU1932  NGVD 29 (??/??/92)  920.921  (m)         3021.39   (f) ADJ UNCH    2 0
 PU1932
 PU1932.Superseded values are not recommended for survey control.
 PU1932
 PU1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1932.See file dsdata.pdf to determine how the superseded data were derived.
 PU1932
 PU1932_MARKER: DB = BENCH MARK DISK
 PU1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1932_STAMPING: H 360 1962
 PU1932_MARK LOGO: CGS
 PU1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1932+STABILITY: SURFACE MOTION
 PU1932
 PU1932  HISTORY     - Date     Condition        Report By
 PU1932  HISTORY     - 1962     MONUMENTED       CGS
 PU1932  HISTORY     - 1963     GOOD             CGS
 PU1932
 PU1932                          STATION DESCRIPTION
 PU1932
 PU1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1932'1 MI N FROM FRUITDALE.
 PU1932'1 MILE NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 PU1932'FRUITDALE, ABOUT 0.3 OF A MILE SOUTH OF THE JUNCTION OF THE
 PU1932'GRADED ROAD AND U.S. HIGHWAY 212, AT THE CREST OF A HILL AND THE
 PU1932'DRIVE TO A FIELD, 32 FEET EAST OF THE CENTERLINE OF THE GRADED
 PU1932'ROAD, 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD TO THE FIELD,
 PU1932'2.5 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE LINE,
 PU1932'1.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU1932'SET IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.3 OF A FOOT.
 PU1932
 PU1932                          STATION RECOVERY (1963)
 PU1932
 PU1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1435 ***********************************************************************
 PU1435  DESIGNATION -  H 361
 PU1435  PID         -  PU1435
 PU1435  STATE/COUNTY-  SD/MEADE
 PU1435  COUNTRY     -  US
 PU1435  USGS QUAD   -  TILFORD (2017)
 PU1435
 PU1435                         *CURRENT SURVEY CONTROL
 PU1435  ______________________________________________________________________
 PU1435* NAD 83(1986) POSITION- 44 20 22.     (N) 103 26 43.     (W)   SCALED
 PU1435* NAVD 88 ORTHO HEIGHT -  1110.636 (meters)     3643.81  (feet) ADJUSTED
 PU1435  ______________________________________________________________________
 PU1435  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 PU1435  DYNAMIC HEIGHT  -       1110.267 (meters)     3642.60  (feet) COMP
 PU1435  MODELED GRAVITY -    980,246.8   (mgal)                       NAVD 88
 PU1435
 PU1435  VERT ORDER      -  FIRST     CLASS II
 PU1435
 PU1435.The horizontal coordinates were scaled from a map and have
 PU1435.an estimated accuracy of +/- 6 seconds.
 PU1435
 PU1435.The orthometric height was determined by differential leveling and
 PU1435.adjusted by the NATIONAL GEODETIC SURVEY
 PU1435.in June 1991.
 PU1435
 PU1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1435.GEOID18 height accuracy estimate available here.
 PU1435
 PU1435.Click photographs - Photos may exist for this station.
 PU1435
 PU1435.The dynamic height is computed by dividing the NAVD 88
 PU1435.geopotential number by the normal gravity value computed on the
 PU1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1435.degrees latitude (g = 980.6199 gals.).
 PU1435
 PU1435.The modeled gravity was interpolated from observed gravity values.
 PU1435
 PU1435;                    North         East    Units  Estimated Accuracy
 PU1435;SPC SD N     -    62,090.      325,330.      MT  (+/- 180 meters Scaled)
 PU1435
 PU1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK239107(NAD 83)
 PU1435
 PU1435                          SUPERSEDED SURVEY CONTROL
 PU1435
 PU1435  NGVD 29 (??/??/92) 1110.123  (m)         3642.13   (f) ADJ UNCH    1 2
 PU1435
 PU1435.Superseded values are not recommended for survey control.
 PU1435
 PU1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1435.See file dsdata.pdf to determine how the superseded data were derived.
 PU1435
 PU1435_MARKER: DB = BENCH MARK DISK
 PU1435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1435_SP_SET: CULVERT HEADWALL
 PU1435_STAMPING: H 361 1962
 PU1435_MARK LOGO: CGS
 PU1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1435+STABILITY: SURFACE MOTION
 PU1435
 PU1435  HISTORY     - Date     Condition        Report By
 PU1435  HISTORY     - 1962     MONUMENTED       CGS
 PU1435  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1435  HISTORY     - 20120802 MARK NOT FOUND   INDIV
 PU1435
 PU1435                          STATION DESCRIPTION
 PU1435
 PU1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1435'7.6 MI SE FROM STURGIS.
 PU1435'ABOUT 7.55 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1435'RAILWAY FROM THE STATION AT STURGIS, 0.4 MILE SOUTHEAST OF MILE
 PU1435'POST 122, 123 FEET NORTHEAST OF THE NORTHEAST RAIL, 28 FEET
 PU1435'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF U.S. HIGHWAY
 PU1435'14 AND STATE HIGHWAY 79, ABOUT 4 FEET ABOVE THE LEVEL OF THE RAILS
 PU1435'AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1435'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 PU1435'TRIPLE CHANNEL CULVERT UNDER THE HIGHWAY.
 PU1435
 PU1435                          STATION RECOVERY (1991)
 PU1435
 PU1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1435'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1435
 PU1435                          STATION RECOVERY (2012)
 PU1435
 PU1435'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1573 ***********************************************************************
 PU1573  DESIGNATION -  H 362
 PU1573  PID         -  PU1573
 PU1573  STATE/COUNTY-  SD/PENNINGTON
 PU1573  COUNTRY     -  US
 PU1573  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1573
 PU1573                         *CURRENT SURVEY CONTROL
 PU1573  ______________________________________________________________________
 PU1573* NAD 83(1986) POSITION- 44 04 33.     (N) 103 11 11.     (W)   SCALED
 PU1573* NAVD 88 ORTHO HEIGHT -   968.091 (meters)     3176.15  (feet) ADJUSTED
 PU1573  ______________________________________________________________________
 PU1573  GEOID HEIGHT    -        -16.092 (meters)                     GEOID18
 PU1573  DYNAMIC HEIGHT  -        967.768 (meters)     3175.09  (feet) COMP
 PU1573  MODELED GRAVITY -    980,251.3   (mgal)                       NAVD 88
 PU1573
 PU1573  VERT ORDER      -  FIRST     CLASS II
 PU1573
 PU1573.The horizontal coordinates were scaled from a map and have
 PU1573.an estimated accuracy of +/- 6 seconds.
 PU1573
 PU1573.The orthometric height was determined by differential leveling and
 PU1573.adjusted by the NATIONAL GEODETIC SURVEY
 PU1573.in June 1991.
 PU1573
 PU1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1573.GEOID18 height accuracy estimate available here.
 PU1573
 PU1573.Click photographs - Photos may exist for this station.
 PU1573
 PU1573.The dynamic height is computed by dividing the NAVD 88
 PU1573.geopotential number by the normal gravity value computed on the
 PU1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1573.degrees latitude (g = 980.6199 gals.).
 PU1573
 PU1573.The modeled gravity was interpolated from observed gravity values.
 PU1573
 PU1573;                    North         East    Units  Estimated Accuracy
 PU1573;SPC SD S     -   197,510.      371,520.      MT  (+/- 180 meters Scaled)
 PU1573
 PU1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ452818(NAD 83)
 PU1573
 PU1573                          SUPERSEDED SURVEY CONTROL
 PU1573
 PU1573  NGVD 29 (??/??/92)  967.615  (m)         3174.58   (f) ADJ UNCH    1 2
 PU1573
 PU1573.Superseded values are not recommended for survey control.
 PU1573
 PU1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1573.See file dsdata.pdf to determine how the superseded data were derived.
 PU1573
 PU1573_MARKER: DB = BENCH MARK DISK
 PU1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1573_STAMPING: H 362 1962
 PU1573_MARK LOGO: CGS
 PU1573_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1573+STABILITY: SURFACE MOTION
 PU1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1573+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2011
 PU1573
 PU1573  HISTORY     - Date     Condition        Report By
 PU1573  HISTORY     - 1962     MONUMENTED       CGS
 PU1573  HISTORY     - 1985     GOOD             NGS
 PU1573  HISTORY     - 19981127 GOOD             USPSQD
 PU1573  HISTORY     - 20110201 GOOD             INDIV
 PU1573
 PU1573                          STATION DESCRIPTION
 PU1573
 PU1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1573'2.4 MI SE FROM RAPID CITY.
 PU1573'ABOUT 2.35 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 PU1573'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 PU1573'RAILWAY STATION AT RAPID CITY, IN SECTION 5, T 1 N, R 8 E, 0.1
 PU1573'MILE NORTHWEST OF MILEPOST 668, 102 FEET EAST OF THE CENTER
 PU1573'LINE OF THE CROSSING WITH AN ASPHALT ROAD, AT THE SOUTHWEST
 PU1573'CORNER OF A STOCK YARD, 47 FEET NORTH-NORTHEAST OF THE
 PU1573'NORTH-NORTHEAST RAIL OF THE MAIN TRACK, 31 1/2 FEET
 PU1573'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF A SIDE TRACK,
 PU1573'5 1/2 FEET EAST-SOUTHEAST OF A TELEGRAPH POLE, 3 FEET NORTHWEST
 PU1573'OF A TELEPHONE POLE, 3 FEET SOUTH-SOUTHWEST OF A BOARD FENCE OF
 PU1573'THE STOCK YARD, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 PU1573'FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 PU1573'CONCRETE POST PROJECTING 8 INCHES.
 PU1573
 PU1573                          STATION RECOVERY (1985)
 PU1573
 PU1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1573'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1573'MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE POST OFFICE AT
 PU1573'RAPID CITY, THENCE 1.65 KM (1.0 MI) EAST ALONG OMAHA STREET (STATE
 PU1573'HIGHWAY 44), THENCE 0.3 KM (0.2 MI) SOUTH ALONG CREEK DRIVE, IN THE
 PU1573'NORTHEAST CORNER OF THE JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1573'AND PACIFIC RAILROAD, 31.1 METERS (102 FT) EAST OF THE CENTER OF THE
 PU1573'DRIVE AND 10.2 METERS (33.5 FT) NORTHEAST OF THE NORTHEAST RAIL.
 PU1573'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 PU1573'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 PU1573
 PU1573                          STATION RECOVERY (1998)
 PU1573
 PU1573'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU1573'RECOVERED IN GOOD CONDITION.
 PU1573
 PU1573                          STATION RECOVERY (2011)
 PU1573
 PU1573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0268 ***********************************************************************
 OT0268  DESIGNATION -  H 363
 OT0268  PID         -  OT0268
 OT0268  STATE/COUNTY-  SD/PENNINGTON
 OT0268  COUNTRY     -  US
 OT0268  USGS QUAD   -  CAPUTA (2017)
 OT0268
 OT0268                         *CURRENT SURVEY CONTROL
 OT0268  ______________________________________________________________________
 OT0268* NAD 83(1986) POSITION- 43 59 09.     (N) 102 57 35.     (W)   SCALED
 OT0268* NAVD 88 ORTHO HEIGHT -   880.616 (meters)     2889.15  (feet) ADJUSTED
 OT0268  ______________________________________________________________________
 OT0268  GEOID HEIGHT    -        -17.073 (meters)                     GEOID18
 OT0268  DYNAMIC HEIGHT  -        880.323 (meters)     2888.19  (feet) COMP
 OT0268  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 OT0268
 OT0268  VERT ORDER      -  FIRST     CLASS II
 OT0268
 OT0268.The horizontal coordinates were scaled from a map and have
 OT0268.an estimated accuracy of +/- 6 seconds.
 OT0268
 OT0268.The orthometric height was determined by differential leveling and
 OT0268.adjusted by the NATIONAL GEODETIC SURVEY
 OT0268.in June 1991.
 OT0268
 OT0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0268.GEOID18 height accuracy estimate available here.
 OT0268
 OT0268.Click photographs - Photos may exist for this station.
 OT0268
 OT0268.The dynamic height is computed by dividing the NAVD 88
 OT0268.geopotential number by the normal gravity value computed on the
 OT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0268.degrees latitude (g = 980.6199 gals.).
 OT0268
 OT0268.The modeled gravity was interpolated from observed gravity values.
 OT0268
 OT0268;                    North         East    Units  Estimated Accuracy
 OT0268;SPC SD S     -   186,910.      389,350.      MT  (+/- 180 meters Scaled)
 OT0268
 OT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ636723(NAD 83)
 OT0268
 OT0268                          SUPERSEDED SURVEY CONTROL
 OT0268
 OT0268  NGVD 29 (??/??/92)  880.152  (m)         2887.63   (f) ADJ UNCH    1 2
 OT0268
 OT0268.Superseded values are not recommended for survey control.
 OT0268
 OT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0268.See file dsdata.pdf to determine how the superseded data were derived.
 OT0268
 OT0268_MARKER: DB = BENCH MARK DISK
 OT0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0268_STAMPING: H 363 1962
 OT0268_MARK LOGO: CGS
 OT0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0268+STABILITY: SURFACE MOTION
 OT0268
 OT0268  HISTORY     - Date     Condition        Report By
 OT0268  HISTORY     - 1962     MONUMENTED       CGS
 OT0268  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0268  HISTORY     - 20110211 MARK NOT FOUND   INDIV
 OT0268
 OT0268                          STATION DESCRIPTION
 OT0268
 OT0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0268'15.7 MI SE FROM RAPID CITY.
 OT0268'ABOUT 15.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0268'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0268'STATION AT RAPID CITY, IN SECTION 6, T 1 S, R 9 E, 89 FEET
 OT0268'NORTHWEST OF A ROAD CROSSING, 51 FEET SOUTHWEST OF THE CENTER
 OT0268'OF A INTERSECTION WITH STATE HIGHWAY 40, 41 FEET WEST OF THE
 OT0268'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 54 FEET NORTH
 OT0268'OF NORTH RAIL, 45 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 OT0268'40, IN LINE WITH A ROW OF COTTONWOOD TREES, 6 FEET WEST OF A
 OT0268'TELEPHONE POLE, 14 FEET WEST SOUTHWEST OF A LARGE LONE COTTONWOOD
 OT0268'TREE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 OT0268'BELOW THE LEVEL OF THE RAILS AND STATE HIGHWAY 40, AND SET IN
 OT0268'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0268
 OT0268                          STATION RECOVERY (1985)
 OT0268
 OT0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0268'NOT RECOVERED.
 OT0268
 OT0268                          STATION RECOVERY (2011)
 OT0268
 OT0268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0031 ***********************************************************************
 OT0031  DESIGNATION -  H 364
 OT0031  PID         -  OT0031
 OT0031  STATE/COUNTY-  SD/PENNINGTON
 OT0031  COUNTRY     -  US
 OT0031  USGS QUAD   -  IMLAY (2017)
 OT0031
 OT0031                         *CURRENT SURVEY CONTROL
 OT0031  ______________________________________________________________________
 OT0031* NAD 83(1986) POSITION- 43 44 25.     (N) 102 29 43.     (W)   SCALED
 OT0031* NAVD 88 ORTHO HEIGHT -   845.957 (meters)     2775.44  (feet) ADJUSTED
 OT0031  ______________________________________________________________________
 OT0031  GEOID HEIGHT    -        -18.327 (meters)                     GEOID18
 OT0031  DYNAMIC HEIGHT  -        845.673 (meters)     2774.51  (feet) COMP
 OT0031  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 OT0031
 OT0031  VERT ORDER      -  FIRST     CLASS II
 OT0031
 OT0031.The horizontal coordinates were scaled from a map and have
 OT0031.an estimated accuracy of +/- 6 seconds.
 OT0031
 OT0031.The orthometric height was determined by differential leveling and
 OT0031.adjusted by the NATIONAL GEODETIC SURVEY
 OT0031.in June 1991.
 OT0031
 OT0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0031.GEOID18 height accuracy estimate available here.
 OT0031
 OT0031.Click photographs - Photos may exist for this station.
 OT0031
 OT0031.The dynamic height is computed by dividing the NAVD 88
 OT0031.geopotential number by the normal gravity value computed on the
 OT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0031.degrees latitude (g = 980.6199 gals.).
 OT0031
 OT0031.The modeled gravity was interpolated from observed gravity values.
 OT0031
 OT0031;                    North         East    Units  Estimated Accuracy
 OT0031;SPC SD S     -   158,570.      425,880.      MT  (+/- 180 meters Scaled)
 OT0031
 OT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ016460(NAD 83)
 OT0031
 OT0031                          SUPERSEDED SURVEY CONTROL
 OT0031
 OT0031  NGVD 29 (??/??/92)  845.487  (m)         2773.90   (f) ADJ UNCH    1 2
 OT0031
 OT0031.Superseded values are not recommended for survey control.
 OT0031
 OT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0031.See file dsdata.pdf to determine how the superseded data were derived.
 OT0031
 OT0031_MARKER: DB = BENCH MARK DISK
 OT0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0031_STAMPING: H 364 1962
 OT0031_MARK LOGO: CGS
 OT0031_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0031
 OT0031  HISTORY     - Date     Condition        Report By
 OT0031  HISTORY     - 1962     MONUMENTED       CGS
 OT0031
 OT0031                          STATION DESCRIPTION
 OT0031
 OT0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0031'4 MI SE FROM SCENIC.
 OT0031'ABOUT 4.05 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0031'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, 13 1/2
 OT0031'TELEPHONE POLE NORTHWEST OF A LONE COTTONWOOD TREE ON THE NORTHEAST
 OT0031'SIDE OF TRACKS, 39 FEET SOUTHWEST OF SOUTHWEST RAIL, 29 FEET NORTH
 OT0031'WEST OF THE 4TH TELEPHONE POLE NORTHWEST OF MILE POST 614, 1.8
 OT0031'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 OT0031'LEVEL OF THE RAILS, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 OT0031'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0451 ***********************************************************************
 OS0451  DESIGNATION -  H 365
 OS0451  PID         -  OS0451
 OS0451  STATE/COUNTY-  SD/JACKSON
 OS0451  COUNTRY     -  US
 OS0451  USGS QUAD   -  KADOKA (2017)
 OS0451
 OS0451                         *CURRENT SURVEY CONTROL
 OS0451  ______________________________________________________________________
 OS0451* NAD 83(1986) POSITION- 43 47 09.     (N) 101 35 17.     (W)   SCALED
 OS0451* NAVD 88 ORTHO HEIGHT -   712.204 (meters)     2336.62  (feet) ADJUSTED
 OS0451  ______________________________________________________________________
 OS0451  GEOID HEIGHT    -        -21.294 (meters)                     GEOID18
 OS0451  DYNAMIC HEIGHT  -        711.976 (meters)     2335.87  (feet) COMP
 OS0451  MODELED GRAVITY -    980,275.1   (mgal)                       NAVD 88
 OS0451
 OS0451  VERT ORDER      -  FIRST     CLASS II
 OS0451
 OS0451.The horizontal coordinates were scaled from a map and have
 OS0451.an estimated accuracy of +/- 6 seconds.
 OS0451
 OS0451.The orthometric height was determined by differential leveling and
 OS0451.adjusted by the NATIONAL GEODETIC SURVEY
 OS0451.in June 1991.
 OS0451
 OS0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0451.GEOID18 height accuracy estimate available here.
 OS0451
 OS0451.Click photographs - Photos may exist for this station.
 OS0451
 OS0451.The dynamic height is computed by dividing the NAVD 88
 OS0451.geopotential number by the normal gravity value computed on the
 OS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0451.degrees latitude (g = 980.6199 gals.).
 OS0451
 OS0451.The modeled gravity was interpolated from observed gravity values.
 OS0451
 OS0451;                    North         East    Units  Estimated Accuracy
 OS0451;SPC SD S     -   162,120.      499,020.      MT  (+/- 180 meters Scaled)
 OS0451
 OS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP917513(NAD 83)
 OS0451
 OS0451                          SUPERSEDED SURVEY CONTROL
 OS0451
 OS0451  NGVD 29 (??/??/92)  711.750  (m)         2335.13   (f) ADJ UNCH    1 2
 OS0451
 OS0451.Superseded values are not recommended for survey control.
 OS0451
 OS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0451.See file dsdata.pdf to determine how the superseded data were derived.
 OS0451
 OS0451_MARKER: DB = BENCH MARK DISK
 OS0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0451_STAMPING: H 365 1962
 OS0451_MARK LOGO: CGS
 OS0451_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0451_ROD/PIPE-DEPTH: 4.3 meters
 OS0451
 OS0451  HISTORY     - Date     Condition        Report By
 OS0451  HISTORY     - 1962     MONUMENTED       CGS
 OS0451
 OS0451                          STATION DESCRIPTION
 OS0451
 OS0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0451'5.2 MI SW FROM KADOKA.
 OS0451'ABOUT 5.25 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0451'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 15,
 OS0451'T 3 S, R 21 E, 0.25 MILE EAST OF A CURVE IN THE DIRT ROAD, 0.2
 OS0451'MILES EAST OF ROW OF POWER POLES X-ING OVER RAILROAD, 50 1/2 FEET
 OS0451'SOUTH OF THE SOUTH RAIL, 81 FEET NORTH OF THE CENTER LINE OF A
 OS0451'GRADED DIRT ROAD, 12 1/2 FEET SOUTH OF THE 2ND TELEPHONE POLE
 OS0451'EAST OF MILE POST 567, 2 1/2 FEET SOUTH OF A FENCE, 1.0 FEET
 OS0451'EAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL
 OS0451'OF THE RAIL AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 OS0451'IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED IN A 6-INCH TILE
 OS0451'WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0329 ***********************************************************************
 PU0329  DESIGNATION -  H 366
 PU0329  PID         -  PU0329
 PU0329  STATE/COUNTY-  SD/PENNINGTON
 PU0329  COUNTRY     -  US
 PU0329  USGS QUAD   -  WASTA SE (2017)
 PU0329
 PU0329                         *CURRENT SURVEY CONTROL
 PU0329  ______________________________________________________________________
 PU0329* NAD 83(1986) POSITION- 44 02 03.     (N) 102 20 39.     (W)   SCALED
 PU0329* NAVD 88 ORTHO HEIGHT -   746.032 (meters)     2447.61  (feet) ADJUSTED
 PU0329  ______________________________________________________________________
 PU0329  GEOID HEIGHT    -        -18.716 (meters)                     GEOID18
 PU0329  DYNAMIC HEIGHT  -        745.806 (meters)     2446.87  (feet) COMP
 PU0329  MODELED GRAVITY -    980,291.1   (mgal)                       NAVD 88
 PU0329
 PU0329  VERT ORDER      -  SECOND    CLASS 0
 PU0329
 PU0329.The horizontal coordinates were scaled from a map and have
 PU0329.an estimated accuracy of +/- 6 seconds.
 PU0329
 PU0329.The orthometric height was determined by differential leveling and
 PU0329.adjusted by the NATIONAL GEODETIC SURVEY
 PU0329.in June 1991.
 PU0329
 PU0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0329.GEOID18 height accuracy estimate available here.
 PU0329
 PU0329.Click photographs - Photos may exist for this station.
 PU0329
 PU0329.The dynamic height is computed by dividing the NAVD 88
 PU0329.geopotential number by the normal gravity value computed on the
 PU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0329.degrees latitude (g = 980.6199 gals.).
 PU0329
 PU0329.The modeled gravity was interpolated from observed gravity values.
 PU0329
 PU0329;                    North         East    Units  Estimated Accuracy
 PU0329;SPC SD S     -   190,900.      438,840.      MT  (+/- 180 meters Scaled)
 PU0329
 PU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ128790(NAD 83)
 PU0329
 PU0329                          SUPERSEDED SURVEY CONTROL
 PU0329
 PU0329  NGVD 29 (??/??/92)  745.578  (m)         2446.12   (f) ADJ UNCH    2 0
 PU0329
 PU0329.Superseded values are not recommended for survey control.
 PU0329
 PU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0329.See file dsdata.pdf to determine how the superseded data were derived.
 PU0329
 PU0329_MARKER: DB = BENCH MARK DISK
 PU0329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0329_STAMPING: H 366 1962
 PU0329_MARK LOGO: CGS
 PU0329_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0329_ROD/PIPE-DEPTH: 4.9 meters
 PU0329
 PU0329  HISTORY     - Date     Condition        Report By
 PU0329  HISTORY     - 1962     MONUMENTED       CGS
 PU0329
 PU0329                          STATION DESCRIPTION
 PU0329
 PU0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0329'7 MI NW FROM WALL.
 PU0329'ABOUT 7.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU0329'RAILWAY FROM THE STATION AT WALL, 3 POLES SOUTHEAST OF A PRIVATE
 PU0329'ROAD CROSSING, 56.4 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE
 PU0329'NORTHWEST OF MILEPOST 598, 97.6 FEET SOUTHWEST OF THE SOUTHWEST
 PU0329'RAIL, 1 FOOT NORTHEAST OF A FENCE 1.6 FEET SOUTHEAST OF A METAL
 PU0329'WITNESS POST, ABOUT 8 FEET BELOW THE RAILS, AND ON THE TOP OF A
 PU0329'5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 PU0329'FEET AND IS ENCASED IN A 6 INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0395 ***********************************************************************
 PU0395  DESIGNATION -  H 367
 PU0395  PID         -  PU0395
 PU0395  STATE/COUNTY-  SD/PENNINGTON
 PU0395  COUNTRY     -  US
 PU0395  USGS QUAD   -  LAKE HILL (2017)
 PU0395
 PU0395                         *CURRENT SURVEY CONTROL
 PU0395  ______________________________________________________________________
 PU0395* NAD 83(1986) POSITION- 44 02 43.     (N) 102 13 41.     (W)   SCALED
 PU0395* NAVD 88 ORTHO HEIGHT -   849.610 (meters)     2787.43  (feet) ADJUSTED
 PU0395  ______________________________________________________________________
 PU0395  GEOID HEIGHT    -        -19.052 (meters)                     GEOID18
 PU0395  DYNAMIC HEIGHT  -        849.355 (meters)     2786.59  (feet) COMP
 PU0395  MODELED GRAVITY -    980,289.5   (mgal)                       NAVD 88
 PU0395
 PU0395  VERT ORDER      -  SECOND    CLASS 0
 PU0395
 PU0395.The horizontal coordinates were scaled from a map and have
 PU0395.an estimated accuracy of +/- 6 seconds.
 PU0395
 PU0395.The orthometric height was determined by differential leveling and
 PU0395.adjusted by the NATIONAL GEODETIC SURVEY
 PU0395.in June 1991.
 PU0395
 PU0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0395.GEOID18 height accuracy estimate available here.
 PU0395
 PU0395.Click photographs - Photos may exist for this station.
 PU0395
 PU0395.The dynamic height is computed by dividing the NAVD 88
 PU0395.geopotential number by the normal gravity value computed on the
 PU0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0395.degrees latitude (g = 980.6199 gals.).
 PU0395
 PU0395.The modeled gravity was interpolated from observed gravity values.
 PU0395
 PU0395;                    North         East    Units  Estimated Accuracy
 PU0395;SPC SD S     -   191,920.      448,170.      MT  (+/- 180 meters Scaled)
 PU0395
 PU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ220806(NAD 83)
 PU0395
 PU0395                          SUPERSEDED SURVEY CONTROL
 PU0395
 PU0395  NGVD 29 (??/??/92)  849.151  (m)         2785.92   (f) ADJ UNCH    2 0
 PU0395
 PU0395.Superseded values are not recommended for survey control.
 PU0395
 PU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0395.See file dsdata.pdf to determine how the superseded data were derived.
 PU0395
 PU0395_MARKER: DB = BENCH MARK DISK
 PU0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0395_STAMPING: H 367 1962
 PU0395_MARK LOGO: CGS
 PU0395_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0395+STABILITY: SURFACE MOTION
 PU0395
 PU0395  HISTORY     - Date     Condition        Report By
 PU0395  HISTORY     - 1962     MONUMENTED       CGS
 PU0395
 PU0395                          STATION DESCRIPTION
 PU0395
 PU0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0395'4 MI N FROM WALL.
 PU0395'ABOUT 4.0 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0395'AT WALL, 0.5 MILE SOUTH OF A SCHOOLHOUSE, 35 FEET WEST OF THE
 PU0395'CENTER LINE OF THE ROAD, 75.7 FEET WEST-SOUTHWEST OF AND ACROSS
 PU0395'THE ROAD FROM A POWER POLE, 15 FEET NORTH OF THE CENTER OF A
 PU0395'WIRE GATE, 25.6 FEET NORTH OF A TELEPHONE POLE, 1 1/2 FEET EAST
 PU0395'OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 PU0395'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0395'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1659 ***********************************************************************
 PU1659  DESIGNATION -  H 368
 PU1659  PID         -  PU1659
 PU1659  STATE/COUNTY-  SD/LAWRENCE
 PU1659  COUNTRY     -  US
 PU1659  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1659
 PU1659                         *CURRENT SURVEY CONTROL
 PU1659  ______________________________________________________________________
 PU1659* NAD 83(1986) POSITION- 44 28 18.     (N) 103 38 36.     (W)   SCALED
 PU1659* NAVD 88 ORTHO HEIGHT -  1110.229 (meters)     3642.48  (feet) ADJUSTED
 PU1659  ______________________________________________________________________
 PU1659  GEOID HEIGHT    -        -15.013 (meters)                     GEOID18
 PU1659  DYNAMIC HEIGHT  -       1109.868 (meters)     3641.29  (feet) COMP
 PU1659  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 PU1659
 PU1659  VERT ORDER      -  FIRST     CLASS II
 PU1659
 PU1659.The horizontal coordinates were scaled from a map and have
 PU1659.an estimated accuracy of +/- 6 seconds.
 PU1659
 PU1659.The orthometric height was determined by differential leveling and
 PU1659.adjusted by the NATIONAL GEODETIC SURVEY
 PU1659.in June 1991.
 PU1659
 PU1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1659.GEOID18 height accuracy estimate available here.
 PU1659
 PU1659.Click photographs - Photos may exist for this station.
 PU1659
 PU1659.The dynamic height is computed by dividing the NAVD 88
 PU1659.geopotential number by the normal gravity value computed on the
 PU1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1659.degrees latitude (g = 980.6199 gals.).
 PU1659
 PU1659.The modeled gravity was interpolated from observed gravity values.
 PU1659
 PU1659;                    North         East    Units  Estimated Accuracy
 PU1659;SPC SD N     -    77,460.      310,210.      MT  (+/- 180 meters Scaled)
 PU1659
 PU1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK079251(NAD 83)
 PU1659
 PU1659                          SUPERSEDED SURVEY CONTROL
 PU1659
 PU1659  NGVD 29 (??/??/92) 1109.699  (m)         3640.74   (f) ADJ UNCH    1 2
 PU1659
 PU1659.Superseded values are not recommended for survey control.
 PU1659
 PU1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1659.See file dsdata.pdf to determine how the superseded data were derived.
 PU1659
 PU1659_MARKER: DB = BENCH MARK DISK
 PU1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1659_STAMPING: H 368 1962
 PU1659_MARK LOGO: CGS
 PU1659_PROJECTION: FLUSH
 PU1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1659+STABILITY: SURFACE MOTION
 PU1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1659+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU1659
 PU1659  HISTORY     - Date     Condition        Report By
 PU1659  HISTORY     - 1962     MONUMENTED       CGS
 PU1659  HISTORY     - 19910819 GOOD             NGS
 PU1659
 PU1659                          STATION DESCRIPTION
 PU1659
 PU1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1659'0.8 MI NW FROM WHITEWOOD.
 PU1659'ABOUT 0.8 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1659'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, 1 POLE
 PU1659'SOUTHEAST OF MILE POST 136, 57 FEET SOUTHWEST OF THE SOUTHWEST
 PU1659'RAIL, 30 1/2 FEET WEST OF THE FIRST POLE SOUTHEAST OF MILE POST
 PU1659'136, 10 FEET SOUTHWEST OF A FENCE, 10.2 FEET SOUTHWEST OF A METAL
 PU1659'WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET IN THE TOP OF
 PU1659'THE SOUTHWEST END OF A LONG FLAT NARROW SANDSTONE ROCK WHICH IS
 PU1659'FLUSH WITH THE GROUND.
 PU1659
 PU1659                          STATION RECOVERY (1991)
 PU1659
 PU1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1659'11.2 KM (6.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1659'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, THENCE 0.9 KM
 PU1659'(0.55 MI) SOUTHEASTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD,
 PU1659'NEAR THE NORTHWEST END OF A 2.5 BY 8.0 FOOT AREA OF OUTCROPPING
 PU1659'BEDROCK, 51.5 M (169.0 FT) SOUTH OF RAILROAD MILEPOST 136, 17.3 M
 PU1659'(56.8 FT) SOUTHWEST OF THE NEAR RAIL, 9.4 M (30.8 FT) WEST OF A
 PU1659'UTILITY POLE, AND 3.4 M (11.2 FT) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1809 ***********************************************************************
 PU1809  DESIGNATION -  H 369
 PU1809  PID         -  PU1809
 PU1809  STATE/COUNTY-  SD/BUTTE
 PU1809  COUNTRY     -  US
 PU1809  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1809
 PU1809                         *CURRENT SURVEY CONTROL
 PU1809  ______________________________________________________________________
 PU1809* NAD 83(1986) POSITION- 44 59 13.     (N) 103 46 21.     (W)   SCALED
 PU1809* NAVD 88 ORTHO HEIGHT -   988.535 (meters)     3243.22  (feet) ADJUSTED
 PU1809  ______________________________________________________________________
 PU1809  GEOID HEIGHT    -        -15.957 (meters)                     GEOID18
 PU1809  DYNAMIC HEIGHT  -        988.284 (meters)     3242.40  (feet) COMP
 PU1809  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 PU1809
 PU1809  VERT ORDER      -  FIRST     CLASS II
 PU1809
 PU1809.The horizontal coordinates were scaled from a map and have
 PU1809.an estimated accuracy of +/- 6 seconds.
 PU1809
 PU1809.The orthometric height was determined by differential leveling and
 PU1809.adjusted by the NATIONAL GEODETIC SURVEY
 PU1809.in June 1991.
 PU1809
 PU1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1809.GEOID18 height accuracy estimate available here.
 PU1809
 PU1809.Click photographs - Photos may exist for this station.
 PU1809
 PU1809.The dynamic height is computed by dividing the NAVD 88
 PU1809.geopotential number by the normal gravity value computed on the
 PU1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1809.degrees latitude (g = 980.6199 gals.).
 PU1809
 PU1809.The modeled gravity was interpolated from observed gravity values.
 PU1809
 PU1809;                    North         East    Units  Estimated Accuracy
 PU1809;SPC SD N     -   135,120.      302,610.      MT  (+/- 180 meters Scaled)
 PU1809
 PU1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK967822(NAD 83)
 PU1809
 PU1809                          SUPERSEDED SURVEY CONTROL
 PU1809
 PU1809  NGVD 29 (??/??/92)  988.044  (m)         3241.61   (f) ADJ UNCH    1 2
 PU1809
 PU1809.Superseded values are not recommended for survey control.
 PU1809
 PU1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1809.See file dsdata.pdf to determine how the superseded data were derived.
 PU1809
 PU1809_MARKER: DB = BENCH MARK DISK
 PU1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1809_STAMPING: H 369 1962
 PU1809_MARK LOGO: CGS
 PU1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1809+STABILITY: SURFACE MOTION
 PU1809
 PU1809  HISTORY     - Date     Condition        Report By
 PU1809  HISTORY     - 1962     MONUMENTED       CGS
 PU1809  HISTORY     - 1962     GOOD             CGS
 PU1809
 PU1809                          STATION DESCRIPTION
 PU1809
 PU1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1809'23.4 MI N FROM BELLE FOURCHE.
 PU1809'ABOUT 23.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1809'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1809'16, T 12 N, R 3 E, 64 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1809'92 FEET NORTHEAST OF THE EAST END OF TWO 36-INCH TUBULAR
 PU1809'CULVERTS, 59 FEET NORTH OF A POWER POLE, 1 1/2 FEET WEST OF A
 PU1809'FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PU1809'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1809'CONCRETE POST PROJECTING 6 INCHES.
 PU1809
 PU1809                          STATION RECOVERY (1962)
 PU1809
 PU1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0216 ***********************************************************************
 OS0216  DESIGNATION -  H 37
 OS0216  PID         -  OS0216
 OS0216  STATE/COUNTY-  SD/JONES
 OS0216  COUNTRY     -  US
 OS0216  USGS QUAD   -  MURDO SW (2017)
 OS0216
 OS0216                         *CURRENT SURVEY CONTROL
 OS0216  ______________________________________________________________________
 OS0216* NAD 83(1986) POSITION- 43 49 53.     (N) 100 42 05.     (W)   SCALED
 OS0216* NAVD 88 ORTHO HEIGHT -   675.128 (meters)     2214.98  (feet) ADJUSTED
 OS0216  ______________________________________________________________________
 OS0216  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 OS0216  DYNAMIC HEIGHT  -        674.903 (meters)     2214.24  (feet) COMP
 OS0216  MODELED GRAVITY -    980,265.3   (mgal)                       NAVD 88
 OS0216
 OS0216  VERT ORDER      -  FIRST     CLASS II
 OS0216
 OS0216.The horizontal coordinates were scaled from a map and have
 OS0216.an estimated accuracy of +/- 6 seconds.
 OS0216
 OS0216.The orthometric height was determined by differential leveling and
 OS0216.adjusted by the NATIONAL GEODETIC SURVEY
 OS0216.in June 1994.
 OS0216
 OS0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0216.GEOID18 height accuracy estimate available here.
 OS0216
 OS0216.Click photographs - Photos may exist for this station.
 OS0216
 OS0216.The dynamic height is computed by dividing the NAVD 88
 OS0216.geopotential number by the normal gravity value computed on the
 OS0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0216.degrees latitude (g = 980.6199 gals.).
 OS0216
 OS0216.The modeled gravity was interpolated from observed gravity values.
 OS0216
 OS0216;                    North         East    Units  Estimated Accuracy
 OS0216;SPC SD S     -   166,490.      570,400.      MT  (+/- 180 meters Scaled)
 OS0216
 OS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP632545(NAD 83)
 OS0216
 OS0216                          SUPERSEDED SURVEY CONTROL
 OS0216
 OS0216  NAVD 88 (06/15/91)  675.091  (m)         2214.86   (f) SUPERSEDED  1 2
 OS0216  NGVD 29 (??/??/92)  674.637  (m)         2213.37   (f) ADJ UNCH    1 2
 OS0216
 OS0216.Superseded values are not recommended for survey control.
 OS0216
 OS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0216.See file dsdata.pdf to determine how the superseded data were derived.
 OS0216
 OS0216_MARKER: DB = BENCH MARK DISK
 OS0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0216_STAMPING: H 37 1933
 OS0216_MARK LOGO: CGS
 OS0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0216+STABILITY: SURFACE MOTION
 OS0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0216+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0216
 OS0216  HISTORY     - Date     Condition        Report By
 OS0216  HISTORY     - 1933     MONUMENTED       CGS
 OS0216  HISTORY     - 19920721 GOOD             NGS
 OS0216
 OS0216                          STATION DESCRIPTION
 OS0216
 OS0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0216'4.2 MI S FROM MURDO.
 OS0216'4.25 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MURDO, JONES COUNTY,
 OS0216'0.5 MILE SOUTHEAST OF THE FIRST CURVE SOUTH OF MURDO, 68 YARDS
 OS0216'NORTH OF A CULVERT, 17 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 OS0216'AND 1 YARD WEST OF A FENCE.  A STANDARD DISK, STAMPED H 37 1933
 OS0216'AND SET IN THE TOP OF A CONCRETE POST.
 OS0216
 OS0216                          STATION RECOVERY (1992)
 OS0216
 OS0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0216'5.8 KM (3.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0216'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 35.1 M (115.2 FT)
 OS0216'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.1 M (111.9 FT) SOUTH
 OS0216'OF THE CENTER OF A TRACK ROAD AND GATE, 4.6 M (15.1 FT) WEST OF A
 OS0216'WITNESS POST, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 OS0216'MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0241 ***********************************************************************
 OS0241  DESIGNATION -  H 370
 OS0241  PID         -  OS0241
 OS0241  STATE/COUNTY-  SD/JONES
 OS0241  COUNTRY     -  US
 OS0241  USGS QUAD   -  STAMFORD (2017)
 OS0241
 OS0241                         *CURRENT SURVEY CONTROL
 OS0241  ______________________________________________________________________
 OS0241* NAD 83(1986) POSITION- 43 53 17.     (N) 101 01 26.     (W)   SCALED
 OS0241* NAVD 88 ORTHO HEIGHT -   727.590 (meters)     2387.10  (feet) ADJUSTED
 OS0241  ______________________________________________________________________
 OS0241  GEOID HEIGHT    -        -23.328 (meters)                     GEOID18
 OS0241  DYNAMIC HEIGHT  -        727.358 (meters)     2386.34  (feet) COMP
 OS0241  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 OS0241
 OS0241  VERT ORDER      -  FIRST     CLASS II
 OS0241
 OS0241.The horizontal coordinates were scaled from a map and have
 OS0241.an estimated accuracy of +/- 6 seconds.
 OS0241
 OS0241.The orthometric height was determined by differential leveling and
 OS0241.adjusted by the NATIONAL GEODETIC SURVEY
 OS0241.in June 1991.
 OS0241
 OS0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0241.GEOID18 height accuracy estimate available here.
 OS0241
 OS0241.Click photographs - Photos may exist for this station.
 OS0241
 OS0241.The dynamic height is computed by dividing the NAVD 88
 OS0241.geopotential number by the normal gravity value computed on the
 OS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0241.degrees latitude (g = 980.6199 gals.).
 OS0241
 OS0241.The modeled gravity was interpolated from observed gravity values.
 OS0241
 OS0241;                    North         East    Units  Estimated Accuracy
 OS0241;SPC SD S     -   172,950.      544,510.      MT  (+/- 180 meters Scaled)
 OS0241
 OS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP374614(NAD 83)
 OS0241
 OS0241                          SUPERSEDED SURVEY CONTROL
 OS0241
 OS0241  NGVD 29 (??/??/92)  727.122  (m)         2385.57   (f) ADJ UNCH    1 2
 OS0241
 OS0241.Superseded values are not recommended for survey control.
 OS0241
 OS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0241.See file dsdata.pdf to determine how the superseded data were derived.
 OS0241
 OS0241_MARKER: DB = BENCH MARK DISK
 OS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0241_STAMPING: H 370 1962
 OS0241_MARK LOGO: CGS
 OS0241_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0241+STABILITY: SURFACE MOTION
 OS0241
 OS0241  HISTORY     - Date     Condition        Report By
 OS0241  HISTORY     - 1962     MONUMENTED       CGS
 OS0241
 OS0241                          STATION DESCRIPTION
 OS0241
 OS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0241'7 MI W FROM OKATON.
 OS0241'ABOUT 7.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0241'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN SECTION
 OS0241'8, T 2 S, R 26 E, 4 POLES EAST OF MILE POST 534 AND AT THE
 OS0241'WEST END OF A SMALL CUT AND EAST END OF A FILL, 32 FEET NORTH
 OS0241'OF THE NORTH RAIL, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT
 OS0241'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0241'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0516 ***********************************************************************
 PT0516  DESIGNATION -  H 371
 PT0516  PID         -  PT0516
 PT0516  STATE/COUNTY-  SD/HAAKON
 PT0516  COUNTRY     -  US
 PT0516  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0516
 PT0516                         *CURRENT SURVEY CONTROL
 PT0516  ______________________________________________________________________
 PT0516* NAD 83(1986) POSITION- 44 13 34.     (N) 101 40 05.     (W)   SCALED
 PT0516* NAVD 88 ORTHO HEIGHT -   741.681 (meters)     2433.33  (feet) ADJUSTED
 PT0516  ______________________________________________________________________
 PT0516  GEOID HEIGHT    -        -21.017 (meters)                     GEOID18
 PT0516  DYNAMIC HEIGHT  -        741.471 (meters)     2432.64  (feet) COMP
 PT0516  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 PT0516
 PT0516  VERT ORDER      -  FIRST     CLASS II
 PT0516
 PT0516.The horizontal coordinates were scaled from a map and have
 PT0516.an estimated accuracy of +/- 6 seconds.
 PT0516
 PT0516.The orthometric height was determined by differential leveling and
 PT0516.adjusted by the NATIONAL GEODETIC SURVEY
 PT0516.in June 1991.
 PT0516
 PT0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0516.GEOID18 height accuracy estimate available here.
 PT0516
 PT0516.Click photographs - Photos may exist for this station.
 PT0516
 PT0516.The dynamic height is computed by dividing the NAVD 88
 PT0516.geopotential number by the normal gravity value computed on the
 PT0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0516.degrees latitude (g = 980.6199 gals.).
 PT0516
 PT0516.The modeled gravity was interpolated from observed gravity values.
 PT0516
 PT0516;                    North         East    Units  Estimated Accuracy
 PT0516;SPC SD S     -   211,140.      493,360.      MT  (+/- 180 meters Scaled)
 PT0516
 PT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ869004(NAD 83)
 PT0516
 PT0516                          SUPERSEDED SURVEY CONTROL
 PT0516
 PT0516  NGVD 29 (??/??/92)  741.216  (m)         2431.81   (f) ADJ UNCH    1 2
 PT0516
 PT0516.Superseded values are not recommended for survey control.
 PT0516
 PT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0516.See file dsdata.pdf to determine how the superseded data were derived.
 PT0516
 PT0516_MARKER: DB = BENCH MARK DISK
 PT0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0516_STAMPING: H 371 1962
 PT0516_MARK LOGO: CGS
 PT0516_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0516+STABILITY: SURFACE MOTION
 PT0516
 PT0516  HISTORY     - Date     Condition        Report By
 PT0516  HISTORY     - 1962     MONUMENTED       CGS
 PT0516
 PT0516                          STATION DESCRIPTION
 PT0516
 PT0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0516'13.1 MI N FROM PHILIP.
 PT0516'ABOUT 13.1 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0516'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 60 FEET WEST OF
 PT0516'THE CENTERLINE OF THE HIGHWAY, 39 FEET NORTH OF THE CENTERLINE
 PT0516'OF A ROAD LEADING WEST, 3 FEET NORTH OF A POWER POLE, 2.4 FEET
 PT0516'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 PT0516'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0516'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0613 ***********************************************************************
 PT0613  DESIGNATION -  H 372
 PT0613  PID         -  PT0613
 PT0613  STATE/COUNTY-  SD/HAAKON
 PT0613  COUNTRY     -  US
 PT0613  USGS QUAD   -  PHILIP SE (2017)
 PT0613
 PT0613                         *CURRENT SURVEY CONTROL
 PT0613  ______________________________________________________________________
 PT0613* NAD 83(1986) POSITION- 44 02 17.     (N) 101 30 48.     (W)   SCALED
 PT0613* NAVD 88 ORTHO HEIGHT -   626.528 (meters)     2055.53  (feet) ADJUSTED
 PT0613  ______________________________________________________________________
 PT0613  GEOID HEIGHT    -        -21.673 (meters)                     GEOID18
 PT0613  DYNAMIC HEIGHT  -        626.340 (meters)     2054.92  (feet) COMP
 PT0613  MODELED GRAVITY -    980,298.0   (mgal)                       NAVD 88
 PT0613
 PT0613  VERT ORDER      -  SECOND    CLASS 0
 PT0613
 PT0613.The horizontal coordinates were scaled from a map and have
 PT0613.an estimated accuracy of +/- 6 seconds.
 PT0613
 PT0613.The orthometric height was determined by differential leveling and
 PT0613.adjusted by the NATIONAL GEODETIC SURVEY
 PT0613.in June 1991.
 PT0613
 PT0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0613.GEOID18 height accuracy estimate available here.
 PT0613
 PT0613.Click photographs - Photos may exist for this station.
 PT0613
 PT0613.The dynamic height is computed by dividing the NAVD 88
 PT0613.geopotential number by the normal gravity value computed on the
 PT0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0613.degrees latitude (g = 980.6199 gals.).
 PT0613
 PT0613.The modeled gravity was interpolated from observed gravity values.
 PT0613
 PT0613;                    North         East    Units  Estimated Accuracy
 PT0613;SPC SD S     -   190,060.      505,430.      MT  (+/- 180 meters Scaled)
 PT0613
 PT0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP986791(NAD 83)
 PT0613
 PT0613                          SUPERSEDED SURVEY CONTROL
 PT0613
 PT0613  NGVD 29 (??/??/92)  626.068  (m)         2054.02   (f) ADJ UNCH    2 0
 PT0613
 PT0613.Superseded values are not recommended for survey control.
 PT0613
 PT0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0613.See file dsdata.pdf to determine how the superseded data were derived.
 PT0613
 PT0613_MARKER: DB = BENCH MARK DISK
 PT0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0613_STAMPING: H 372 1962
 PT0613_MARK LOGO: CGS
 PT0613_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0613+STABILITY: SURFACE MOTION
 PT0613
 PT0613  HISTORY     - Date     Condition        Report By
 PT0613  HISTORY     - 1962     MONUMENTED       CGS
 PT0613
 PT0613                          STATION DESCRIPTION
 PT0613
 PT0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0613'7.8 MI E FROM PHILIP.
 PT0613'ABOUT 7.85 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0613'FROM THE STATION AT PHILIP, IN SECTION 19, T 1 N, R 22 E, 1.2 MILES
 PT0613'WEST OF THE POWELL STATION SIGN, 7 POLES WEST OF MILE POST 552,
 PT0613'45 FEET SOUTH OF THE SOUTH RAIL, 8 FEET SOUTHEAST OF A TELEPHONE
 PT0613'POLE WITH A GUY WIRE, 3 FEET NORTH OF A FENCE, 1.6 FEET SOUTH OF
 PT0613'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 PT0613'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0658 ***********************************************************************
 PT0658  DESIGNATION -  H 373
 PT0658  PID         -  PT0658
 PT0658  STATE/COUNTY-  SD/HAAKON
 PT0658  COUNTRY     -  US
 PT0658  USGS QUAD   -  HILLAND NW (2017)
 PT0658
 PT0658                         *CURRENT SURVEY CONTROL
 PT0658  ______________________________________________________________________
 PT0658* NAD 83(1986) POSITION- 44 25 25.     (N) 101 53 09.     (W)   SCALED
 PT0658* NAVD 88 ORTHO HEIGHT -   706.290 (meters)     2317.22  (feet) ADJUSTED
 PT0658  ______________________________________________________________________
 PT0658  GEOID HEIGHT    -        -20.328 (meters)                     GEOID18
 PT0658  DYNAMIC HEIGHT  -        706.115 (meters)     2316.65  (feet) COMP
 PT0658  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 PT0658
 PT0658  VERT ORDER      -  SECOND    CLASS 0
 PT0658
 PT0658.The horizontal coordinates were scaled from a map and have
 PT0658.an estimated accuracy of +/- 6 seconds.
 PT0658
 PT0658.The orthometric height was determined by differential leveling and
 PT0658.adjusted by the NATIONAL GEODETIC SURVEY
 PT0658.in June 1991.
 PT0658
 PT0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0658.GEOID18 height accuracy estimate available here.
 PT0658
 PT0658.Click photographs - Photos may exist for this station.
 PT0658
 PT0658.The dynamic height is computed by dividing the NAVD 88
 PT0658.geopotential number by the normal gravity value computed on the
 PT0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0658.degrees latitude (g = 980.6199 gals.).
 PT0658
 PT0658.The modeled gravity was interpolated from observed gravity values.
 PT0658
 PT0658;                    North         East    Units  Estimated Accuracy
 PT0658;SPC SD S     -   233,380.      476,380.      MT  (+/- 180 meters Scaled)
 PT0658
 PT0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ702229(NAD 83)
 PT0658
 PT0658                          SUPERSEDED SURVEY CONTROL
 PT0658
 PT0658  NGVD 29 (??/??/92)  705.837  (m)         2315.73   (f) ADJ UNCH    2 0
 PT0658
 PT0658.Superseded values are not recommended for survey control.
 PT0658
 PT0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0658.See file dsdata.pdf to determine how the superseded data were derived.
 PT0658
 PT0658_MARKER: DB = BENCH MARK DISK
 PT0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0658_STAMPING: H 373 1962
 PT0658_MARK LOGO: CGS
 PT0658_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0658+STABILITY: SURFACE MOTION
 PT0658
 PT0658  HISTORY     - Date     Condition        Report By
 PT0658  HISTORY     - 1962     MONUMENTED       CGS
 PT0658
 PT0658                          STATION DESCRIPTION
 PT0658
 PT0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0658'15.2 MI W FROM MILESVILLE.
 PT0658'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0658'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG
 PT0658'STATE HIGHWAY 34 AND 73, THENCE 3.8 MILES NORTHWEST ALONG A GRAVEL
 PT0658'ROAD WHICH WAS FORMERLY HIGHWAY 34 AND 73, ABOUT 0.75 MILE
 PT0658'NORTHEAST OF A CONCRETE BRIDGE AT BRIDGER CREEK, 40 FEET SOUTH
 PT0658'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A FENCE, 1.5 FEET
 PT0658'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PT0658'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0693 ***********************************************************************
 PT0693  DESIGNATION -  H 374
 PT0693  PID         -  PT0693
 PT0693  STATE/COUNTY-  SD/HAAKON
 PT0693  COUNTRY     -  US
 PT0693  USGS QUAD   -  ELBON (2017)
 PT0693
 PT0693                         *CURRENT SURVEY CONTROL
 PT0693  ______________________________________________________________________
 PT0693* NAD 83(1986) POSITION- 44 17 01.     (N) 101 43 42.     (W)   SCALED
 PT0693* NAVD 88 ORTHO HEIGHT -   785.374 (meters)     2576.68  (feet) ADJUSTED
 PT0693  ______________________________________________________________________
 PT0693  GEOID HEIGHT    -        -20.792 (meters)                     GEOID18
 PT0693  DYNAMIC HEIGHT  -        785.154 (meters)     2575.96  (feet) COMP
 PT0693  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 PT0693
 PT0693  VERT ORDER      -  SECOND    CLASS 0
 PT0693
 PT0693.The horizontal coordinates were scaled from a map and have
 PT0693.an estimated accuracy of +/- 6 seconds.
 PT0693
 PT0693.The orthometric height was determined by differential leveling and
 PT0693.adjusted by the NATIONAL GEODETIC SURVEY
 PT0693.in June 1991.
 PT0693
 PT0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0693.GEOID18 height accuracy estimate available here.
 PT0693
 PT0693.Click photographs - Photos may exist for this station.
 PT0693
 PT0693.The dynamic height is computed by dividing the NAVD 88
 PT0693.geopotential number by the normal gravity value computed on the
 PT0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0693.degrees latitude (g = 980.6199 gals.).
 PT0693
 PT0693.The modeled gravity was interpolated from observed gravity values.
 PT0693
 PT0693;                    North         East    Units  Estimated Accuracy
 PT0693;SPC SD S     -   217,600.      488,660.      MT  (+/- 180 meters Scaled)
 PT0693
 PT0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ823069(NAD 83)
 PT0693
 PT0693                          SUPERSEDED SURVEY CONTROL
 PT0693
 PT0693  NGVD 29 (??/??/92)  784.907  (m)         2575.15   (f) ADJ UNCH    2 0
 PT0693
 PT0693.Superseded values are not recommended for survey control.
 PT0693
 PT0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0693.See file dsdata.pdf to determine how the superseded data were derived.
 PT0693
 PT0693_MARKER: DB = BENCH MARK DISK
 PT0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0693_STAMPING: H 374 1962
 PT0693_MARK LOGO: CGS
 PT0693_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0693+STABILITY: SURFACE MOTION
 PT0693
 PT0693  HISTORY     - Date     Condition        Report By
 PT0693  HISTORY     - 1962     MONUMENTED       CGS
 PT0693
 PT0693                          STATION DESCRIPTION
 PT0693
 PT0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0693'6.5 MI E FROM HILLAND.
 PT0693'ABOUT 6.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0693'CEMETERY AT HILLAND, IN SECTION 29, T 4 N, R 20 E, 41 FEET SOUTH
 PT0693'OF THE CENTER LINE OF THE ROAD, 79 FEET WEST OF THE CENTER LINE
 PT0693'OF A PRIVATE ROAD LEADING TO A FARM HOUSE, 142 FEET NORTHEAST
 PT0693'OF THE NORTHEAST CORNER OF THE FARM HOUSE, 3 1/2 FEET WEST OF
 PT0693'A POWER POLE, 2.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 PT0693'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0693'POST PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0380 ***********************************************************************
 PU0380  DESIGNATION -  H 375
 PU0380  PID         -  PU0380
 PU0380  STATE/COUNTY-  SD/PENNINGTON
 PU0380  COUNTRY     -  US
 PU0380  USGS QUAD   -  PEDRO (2017)
 PU0380
 PU0380                         *CURRENT SURVEY CONTROL
 PU0380  ______________________________________________________________________
 PU0380* NAD 83(1986) POSITION- 44 26 09.     (N) 102 06 10.     (W)   SCALED
 PU0380* NAVD 88 ORTHO HEIGHT -   603.026 (meters)     1978.43  (feet) ADJUSTED
 PU0380  ______________________________________________________________________
 PU0380  GEOID HEIGHT    -        -19.731 (meters)                     GEOID18
 PU0380  DYNAMIC HEIGHT  -        602.887 (meters)     1977.97  (feet) COMP
 PU0380  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 PU0380
 PU0380  VERT ORDER      -  SECOND    CLASS 0
 PU0380
 PU0380.The horizontal coordinates were scaled from a map and have
 PU0380.an estimated accuracy of +/- 6 seconds.
 PU0380
 PU0380.The orthometric height was determined by differential leveling and
 PU0380.adjusted by the NATIONAL GEODETIC SURVEY
 PU0380.in June 1991.
 PU0380
 PU0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0380.GEOID18 height accuracy estimate available here.
 PU0380
 PU0380.Click photographs - Photos may exist for this station.
 PU0380
 PU0380.The dynamic height is computed by dividing the NAVD 88
 PU0380.geopotential number by the normal gravity value computed on the
 PU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0380.degrees latitude (g = 980.6199 gals.).
 PU0380
 PU0380.The modeled gravity was interpolated from observed gravity values.
 PU0380
 PU0380;                    North         East    Units  Estimated Accuracy
 PU0380;SPC SD S     -   235,080.      459,130.      MT  (+/- 180 meters Scaled)
 PU0380
 PU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK305243(NAD 83)
 PU0380
 PU0380                          SUPERSEDED SURVEY CONTROL
 PU0380
 PU0380  NGVD 29 (??/??/92)  602.582  (m)         1976.97   (f) ADJ UNCH    2 0
 PU0380
 PU0380.Superseded values are not recommended for survey control.
 PU0380
 PU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0380.See file dsdata.pdf to determine how the superseded data were derived.
 PU0380
 PU0380_MARKER: DB = BENCH MARK DISK
 PU0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0380_STAMPING: H 375 1962
 PU0380_MARK LOGO: CGS
 PU0380_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0380+STABILITY: SURFACE MOTION
 PU0380
 PU0380  HISTORY     - Date     Condition        Report By
 PU0380  HISTORY     - 1962     MONUMENTED       CGS
 PU0380
 PU0380                          STATION DESCRIPTION
 PU0380
 PU0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0380'1.9 MI NE FROM PEDRO.
 PU0380'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0380'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0380'1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 31,
 PU0380'T 6 N, R 17 E, 30 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PU0380'26 FEET NORTH OF THE CENTER OF A WIRE GATE, 2 FEET WEST OF A
 PU0380'FENCE, 2.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PU0380'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0380'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1597 ***********************************************************************
 PU1597  DESIGNATION -  H 376
 PU1597  PID         -  PU1597
 PU1597  STATE/COUNTY-  SD/LAWRENCE
 PU1597  COUNTRY     -  US
 PU1597  USGS QUAD   -  SPEARFISH (2017)
 PU1597
 PU1597                         *CURRENT SURVEY CONTROL
 PU1597  ______________________________________________________________________
 PU1597* NAD 83(1986) POSITION- 44 27 57.     (N) 103 51 09.     (W)   SCALED
 PU1597* NAVD 88 ORTHO HEIGHT -  1151.758 (meters)     3778.73  (feet) ADJUSTED
 PU1597  ______________________________________________________________________
 PU1597  GEOID HEIGHT    -        -14.361 (meters)                     GEOID18
 PU1597  DYNAMIC HEIGHT  -       1151.335 (meters)     3777.34  (feet) COMP
 PU1597  MODELED GRAVITY -    980,210.7   (mgal)                       NAVD 88
 PU1597
 PU1597  VERT ORDER      -  SECOND    CLASS 0
 PU1597
 PU1597.The horizontal coordinates were scaled from a map and have
 PU1597.an estimated accuracy of +/- 6 seconds.
 PU1597
 PU1597.The orthometric height was determined by differential leveling and
 PU1597.adjusted by the NATIONAL GEODETIC SURVEY
 PU1597.in June 1991.
 PU1597
 PU1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1597.GEOID18 height accuracy estimate available here.
 PU1597
 PU1597.Click photographs - Photos may exist for this station.
 PU1597
 PU1597.The dynamic height is computed by dividing the NAVD 88
 PU1597.geopotential number by the normal gravity value computed on the
 PU1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1597.degrees latitude (g = 980.6199 gals.).
 PU1597
 PU1597.The modeled gravity was interpolated from observed gravity values.
 PU1597
 PU1597;                    North         East    Units  Estimated Accuracy
 PU1597;SPC SD N     -    77,580.      293,550.      MT  (+/- 180 meters Scaled)
 PU1597
 PU1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK912242(NAD 83)
 PU1597
 PU1597                          SUPERSEDED SURVEY CONTROL
 PU1597
 PU1597  NGVD 29 (??/??/92) 1151.177  (m)         3776.82   (f) ADJ UNCH    2 0
 PU1597
 PU1597.Superseded values are not recommended for survey control.
 PU1597
 PU1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1597.See file dsdata.pdf to determine how the superseded data were derived.
 PU1597
 PU1597_MARKER: DB = BENCH MARK DISK
 PU1597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1597_SP_SET: BRIDGE
 PU1597_STAMPING: H 376 1962
 PU1597_MARK LOGO: CGS
 PU1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1597
 PU1597  HISTORY     - Date     Condition        Report By
 PU1597  HISTORY     - 1962     MONUMENTED       CGS
 PU1597
 PU1597                          STATION DESCRIPTION
 PU1597
 PU1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1597'2.4 MI SE FROM SPEARFISH.
 PU1597'1 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1597'SPEARFISH, THENCE 1.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 14A
 PU1597'TO A BRIDGE OVER A DRY CREEK, SET IN TOP AND AT THE SOUTHWEST END
 PU1597'OF THE NORTHWEST GUARD RAIL, 18 FEET NORTHWEST OF THE CENTERLINE OF
 PU1597'THE HIGHWAY, 3 FEET NORTHEAST OF THE SOUTHWEST END OF THE GUARD RAIL,
 PU1597'ABOUT 1 FOOT ABOVE THE HIGHWAY SET HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2008 ***********************************************************************
 PU2008  DESIGNATION -  H 377
 PU2008  PID         -  PU2008
 PU2008  STATE/COUNTY-  SD/BUTTE
 PU2008  COUNTRY     -  US
 PU2008  USGS QUAD   -  FRUITDALE (2017)
 PU2008
 PU2008                         *CURRENT SURVEY CONTROL
 PU2008  ______________________________________________________________________
 PU2008* NAD 83(1986) POSITION- 44 39 27.     (N) 103 44 47.     (W)   SCALED
 PU2008* NAVD 88 ORTHO HEIGHT -   935.322 (meters)     3068.64  (feet) ADJUSTED
 PU2008  ______________________________________________________________________
 PU2008  GEOID HEIGHT    -        -15.485 (meters)                     GEOID18
 PU2008  DYNAMIC HEIGHT  -        935.066 (meters)     3067.80  (feet) COMP
 PU2008  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 PU2008
 PU2008  VERT ORDER      -  SECOND    CLASS 0
 PU2008
 PU2008.The horizontal coordinates were scaled from a map and have
 PU2008.an estimated accuracy of +/- 6 seconds.
 PU2008
 PU2008.The orthometric height was determined by differential leveling and
 PU2008.adjusted by the NATIONAL GEODETIC SURVEY
 PU2008.in June 1991.
 PU2008
 PU2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2008.GEOID18 height accuracy estimate available here.
 PU2008
 PU2008.Click photographs - Photos may exist for this station.
 PU2008
 PU2008.The dynamic height is computed by dividing the NAVD 88
 PU2008.geopotential number by the normal gravity value computed on the
 PU2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2008.degrees latitude (g = 980.6199 gals.).
 PU2008
 PU2008.The modeled gravity was interpolated from observed gravity values.
 PU2008
 PU2008;                    North         East    Units  Estimated Accuracy
 PU2008;SPC SD N     -    98,460.      302,970.      MT  (+/- 180 meters Scaled)
 PU2008
 PU2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK993456(NAD 83)
 PU2008
 PU2008                          SUPERSEDED SURVEY CONTROL
 PU2008
 PU2008  NGVD 29 (??/??/92)  934.836  (m)         3067.04   (f) ADJ UNCH    2 0
 PU2008
 PU2008.Superseded values are not recommended for survey control.
 PU2008
 PU2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2008.See file dsdata.pdf to determine how the superseded data were derived.
 PU2008
 PU2008_MARKER: DB = BENCH MARK DISK
 PU2008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU2008_STAMPING: H 377 1962
 PU2008_MARK LOGO: CGS
 PU2008_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2008
 PU2008  HISTORY     - Date     Condition        Report By
 PU2008  HISTORY     - 1962     MONUMENTED       CGS
 PU2008
 PU2008                          STATION DESCRIPTION
 PU2008
 PU2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2008'4.2 MI SW FROM FRUITDALE.
 PU2008'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2008'FRUITDALE, THENCE 2.6 MILES WEST ALONG A GRAVELED ROAD, 39 FEET
 PU2008'NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET WEST OF TELEPHONE
 PU2008'POLE 9, 1.5 FEET SOUTH OF A FENCE, 5.8 MILES EAST OF BELLE
 PU2008'FOURCHE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU2008'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 PU2008'AT A DEPTH OF 13 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED
 PU2008'IN A 6-INCH TILE PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0455 ***********************************************************************
 PU0455  DESIGNATION -  H 378
 PU0455  PID         -  PU0455
 PU0455  STATE/COUNTY-  SD/PENNINGTON
 PU0455  COUNTRY     -  US
 PU0455  USGS QUAD   -  CREIGHTON (2017)
 PU0455
 PU0455                         *CURRENT SURVEY CONTROL
 PU0455  ______________________________________________________________________
 PU0455* NAD 83(1986) POSITION- 44 17 53.     (N) 102 08 51.     (W)   SCALED
 PU0455* NAVD 88 ORTHO HEIGHT -   763.375 (meters)     2504.51  (feet) ADJUSTED
 PU0455  ______________________________________________________________________
 PU0455  GEOID HEIGHT    -        -19.513 (meters)                     GEOID18
 PU0455  DYNAMIC HEIGHT  -        763.169 (meters)     2503.83  (feet) COMP
 PU0455  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 PU0455
 PU0455  VERT ORDER      -  SECOND    CLASS 0
 PU0455
 PU0455.The horizontal coordinates were scaled from a map and have
 PU0455.an estimated accuracy of +/- 6 seconds.
 PU0455
 PU0455.The orthometric height was determined by differential leveling and
 PU0455.adjusted by the NATIONAL GEODETIC SURVEY
 PU0455.in June 1991.
 PU0455
 PU0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0455.GEOID18 height accuracy estimate available here.
 PU0455
 PU0455.Click photographs - Photos may exist for this station.
 PU0455
 PU0455.The dynamic height is computed by dividing the NAVD 88
 PU0455.geopotential number by the normal gravity value computed on the
 PU0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0455.degrees latitude (g = 980.6199 gals.).
 PU0455
 PU0455.The modeled gravity was interpolated from observed gravity values.
 PU0455
 PU0455;                    North         East    Units  Estimated Accuracy
 PU0455;SPC SD S     -   219,850.      455,240.      MT  (+/- 180 meters Scaled)
 PU0455
 PU0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK275089(NAD 83)
 PU0455
 PU0455                          SUPERSEDED SURVEY CONTROL
 PU0455
 PU0455  NGVD 29 (??/??/92)  762.919  (m)         2503.01   (f) ADJ UNCH    2 0
 PU0455
 PU0455.Superseded values are not recommended for survey control.
 PU0455
 PU0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0455.See file dsdata.pdf to determine how the superseded data were derived.
 PU0455
 PU0455_MARKER: DB = BENCH MARK DISK
 PU0455_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0455+WITH SETTING: INFORMATION.
 PU0455_STAMPING: H 378 1962
 PU0455_MARK LOGO: CGS
 PU0455_PROJECTION: PROJECTING 25 CENTIMETERS
 PU0455_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0455_ROD/PIPE-DEPTH: 2.4 meters
 PU0455
 PU0455  HISTORY     - Date     Condition        Report By
 PU0455  HISTORY     - 1962     MONUMENTED       CGS
 PU0455
 PU0455                          STATION DESCRIPTION
 PU0455
 PU0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0455'5.8 MI NE FROM CREIGHTON.
 PU0455'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0455'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0455'GRAVELED ROAD, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0455'2.0 MILE EAST ALONG A GRAVELED ROAD, 235 FEET NORTHEAST OF THE
 PU0455'CENTER LINE OF A LONG CURVE IN THE ROAD, 53 FEET SOUTHEAST OF THE
 PU0455'CENTER LINE OF A SHORT CURVE IN A DIRT ROAD, 32 1/2 FEET SOUTH OF
 PU0455'A TELEPHONE POLE, 4.0 FEET NORTHEAST OF A CORNER FENCE POST, 2.0
 PU0455'FEET EAST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 PU0455'AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO
 PU0455'A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PU0455'10 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0591 ***********************************************************************
 PU0591  DESIGNATION -  H 379
 PU0591  PID         -  PU0591
 PU0591  STATE/COUNTY-  SD/PENNINGTON
 PU0591  COUNTRY     -  US
 PU0591  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0591
 PU0591                         *CURRENT SURVEY CONTROL
 PU0591  ______________________________________________________________________
 PU0591* NAD 83(1986) POSITION- 44 07 29.     (N) 102 04 03.     (W)   SCALED
 PU0591* NAVD 88 ORTHO HEIGHT -   793.297 (meters)     2602.68  (feet) ADJUSTED
 PU0591  ______________________________________________________________________
 PU0591  GEOID HEIGHT    -        -19.618 (meters)                     GEOID18
 PU0591  DYNAMIC HEIGHT  -        793.067 (meters)     2601.92  (feet) COMP
 PU0591  MODELED GRAVITY -    980,301.8   (mgal)                       NAVD 88
 PU0591
 PU0591  VERT ORDER      -  SECOND    CLASS 0
 PU0591
 PU0591.The horizontal coordinates were scaled from a map and have
 PU0591.an estimated accuracy of +/- 6 seconds.
 PU0591
 PU0591.The orthometric height was determined by differential leveling and
 PU0591.adjusted by the NATIONAL GEODETIC SURVEY
 PU0591.in June 1991.
 PU0591
 PU0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0591.GEOID18 height accuracy estimate available here.
 PU0591
 PU0591.Click photographs - Photos may exist for this station.
 PU0591
 PU0591.The dynamic height is computed by dividing the NAVD 88
 PU0591.geopotential number by the normal gravity value computed on the
 PU0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0591.degrees latitude (g = 980.6199 gals.).
 PU0591
 PU0591.The modeled gravity was interpolated from observed gravity values.
 PU0591
 PU0591;                    North         East    Units  Estimated Accuracy
 PU0591;SPC SD S     -   200,460.      461,220.      MT  (+/- 180 meters Scaled)
 PU0591
 PU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ346899(NAD 83)
 PU0591
 PU0591                          SUPERSEDED SURVEY CONTROL
 PU0591
 PU0591  NGVD 29 (??/??/92)  792.841  (m)         2601.18   (f) ADJ UNCH    2 0
 PU0591
 PU0591.Superseded values are not recommended for survey control.
 PU0591
 PU0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0591.See file dsdata.pdf to determine how the superseded data were derived.
 PU0591
 PU0591_MARKER: DB = BENCH MARK DISK
 PU0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0591_STAMPING: H 379 1962
 PU0591_MARK LOGO: CGS
 PU0591_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0591_ROD/PIPE-DEPTH: 3.8 meters
 PU0591
 PU0591  HISTORY     - Date     Condition        Report By
 PU0591  HISTORY     - 1962     MONUMENTED       CGS
 PU0591
 PU0591                          STATION DESCRIPTION
 PU0591
 PU0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0591'12.8 MI NE FROM QUINN.
 PU0591'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0591'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0591'1.05 MILES NORTH ALONG A GRAVELED ROAD, ABOUT 0.3 MILE WEST
 PU0591'OF A FARMHOUSE, 80 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 PU0591'A POWER POLE BRACED BY 3 GUY WIRES, 37 FEET WEST OF THE CENTER
 PU0591'LINE OF THE ROAD, 26 FEET NORTH OF A DIM TRAIL ROAD LEADING WEST,
 PU0591'2.0 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL
 PU0591'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0591'ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO
 PU0591'A DEPTH OF 12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 PU0591'PROJECTS 1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0158 ***********************************************************************
 OS0158  DESIGNATION -  H 38
 OS0158  PID         -  OS0158
 OS0158  STATE/COUNTY-  SD/TODD
 OS0158  COUNTRY     -  US
 OS0158  USGS QUAD   -  MISSION (2017)
 OS0158
 OS0158                         *CURRENT SURVEY CONTROL
 OS0158  ______________________________________________________________________
 OS0158* NAD 83(1986) POSITION- 43 18 16.     (N) 100 39 31.     (W)   SCALED
 OS0158* NAVD 88 ORTHO HEIGHT -   788.846 (meters)     2588.07  (feet) ADJUSTED
 OS0158  ______________________________________________________________________
 OS0158  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 OS0158  DYNAMIC HEIGHT  -        788.528 (meters)     2587.03  (feet) COMP
 OS0158  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 OS0158
 OS0158  VERT ORDER      -  FIRST     CLASS II
 OS0158
 OS0158.The horizontal coordinates were scaled from a map and have
 OS0158.an estimated accuracy of +/- 6 seconds.
 OS0158
 OS0158.The orthometric height was determined by differential leveling and
 OS0158.adjusted by the NATIONAL GEODETIC SURVEY
 OS0158.in June 1991.
 OS0158
 OS0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0158.GEOID18 height accuracy estimate available here.
 OS0158
 OS0158.Click photographs - Photos may exist for this station.
 OS0158
 OS0158.The dynamic height is computed by dividing the NAVD 88
 OS0158.geopotential number by the normal gravity value computed on the
 OS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0158.degrees latitude (g = 980.6199 gals.).
 OS0158
 OS0158.The modeled gravity was interpolated from observed gravity values.
 OS0158
 OS0158;                    North         East    Units  Estimated Accuracy
 OS0158;SPC SD S     -   107,930.      573,610.      MT  (+/- 180 meters Scaled)
 OS0158
 OS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN654959(NAD 83)
 OS0158
 OS0158                          SUPERSEDED SURVEY CONTROL
 OS0158
 OS0158  NGVD 29 (??/??/92)  788.466  (m)         2586.83   (f) ADJ UNCH    1 2
 OS0158
 OS0158.Superseded values are not recommended for survey control.
 OS0158
 OS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0158.See file dsdata.pdf to determine how the superseded data were derived.
 OS0158
 OS0158_MARKER: DB = BENCH MARK DISK
 OS0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0158_SP_SET: BUILDING
 OS0158_STAMPING: H 38 1933 2586.8
 OS0158_MARK LOGO: CGS
 OS0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0158+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 OS0158
 OS0158  HISTORY     - Date     Condition        Report By
 OS0158  HISTORY     - 1933     MONUMENTED       CGS
 OS0158  HISTORY     - 19920722 GOOD             NGS
 OS0158  HISTORY     - 19930929 GOOD             NGS
 OS0158
 OS0158                          STATION DESCRIPTION
 OS0158
 OS0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0158'AT MISSION.
 OS0158'AT MISSION, TODD COUNTY, ON U.S. HIGHWAY 83, 1 BLOCK SOUTH
 OS0158'OF U.S. HIGHWAY 18, ACROSS THE HIGHWAY FROM THE MISSION FLOUR
 OS0158'AND GRAIN CO. MILL, AT THE TRINITY CHAPEL EPISCOPAL ROSEBUD
 OS0158'MISSION, 2 FEET NORTH OF THE NORTH DOOR, IN THE BELT COURSE
 OS0158'OF THE CONCRETE FOUNDATION, AND 4 FEET ABOVE THE STONE WALK.
 OS0158'A STANDARD DISK, STAMPED H 38 1933 AND SET VERTICALLY.
 OS0158
 OS0158                          STATION RECOVERY (1992)
 OS0158
 OS0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0158'0.1 KM (0.05 MI) WESTERLY ALONG A STREET FROM THE POST OFFICE IN
 OS0158'MISSION, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION
 OS0158'OF THE NORTH WING OF THE TRINITY ROSEBUD MISSION EPISCOPAL CHURCH,
 OS0158'38.0 M (124.7 FT) WEST OF THE CENTER OF A STREET, 18.7 M (61.4 FT)
 OS0158'SOUTH OF THE CENTER OF THE STREET, 1.2 M (3.9 FT) ABOVE THE GROUND
 OS0158'SURFACE, AND 0.5 M (1.6 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 OS0158'BUILDING.
 OS0158
 OS0158                          STATION RECOVERY (1993)
 OS0158
 OS0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0158'IN MISSION, AT THE INTERSECTION OF MAIN STREET AND 3RD AVENUE, SET
 OS0158'VERTICALLY IN THE EAST FACE OF THE NORTH WING OF THE TRINITY ROSEBUD
 OS0158'EPISCOPAL CHURCH, 38.3 M (125.7 FT) WEST OF THE STREET CENTERLINE,
 OS0158'19.3 M (63.3 FT) SOUTH OF THE AVENUE CENTERLINE, 1.1 M (3.6 FT) NORTH
 OS0158'OF THE CENTER OF AN ENTRANCE DOOR, 1.1 M (3.6 FT) ABOVE THE GROUND
 OS0158'SURFACE, AND 0.4 M (1.3 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 OS0158'WING.  NOTE--THE ORIGINAL DESCRIPTION STATES THE DISK IS STAMPED H 38
 OS0158'1933, BUT IT IS STAMPED AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0531 ***********************************************************************
 PU0531  DESIGNATION -  H 380
 PU0531  PID         -  PU0531
 PU0531  STATE/COUNTY-  SD/PENNINGTON
 PU0531  COUNTRY     -  US
 PU0531  USGS QUAD   -  RAINY CREEK (2017)
 PU0531
 PU0531                         *CURRENT SURVEY CONTROL
 PU0531  ______________________________________________________________________
 PU0531* NAD 83(1986) POSITION- 44 10 56.     (N) 102 13 40.     (W)   SCALED
 PU0531* NAVD 88 ORTHO HEIGHT -   886.370 (meters)     2908.03  (feet) ADJUSTED
 PU0531  ______________________________________________________________________
 PU0531  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 PU0531  DYNAMIC HEIGHT  -        886.110 (meters)     2907.18  (feet) COMP
 PU0531  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 PU0531
 PU0531  VERT ORDER      -  SECOND    CLASS 0
 PU0531
 PU0531.The horizontal coordinates were scaled from a map and have
 PU0531.an estimated accuracy of +/- 6 seconds.
 PU0531
 PU0531.The orthometric height was determined by differential leveling and
 PU0531.adjusted by the NATIONAL GEODETIC SURVEY
 PU0531.in June 1991.
 PU0531
 PU0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0531.GEOID18 height accuracy estimate available here.
 PU0531
 PU0531.Click photographs - Photos may exist for this station.
 PU0531
 PU0531.The dynamic height is computed by dividing the NAVD 88
 PU0531.geopotential number by the normal gravity value computed on the
 PU0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0531.degrees latitude (g = 980.6199 gals.).
 PU0531
 PU0531.The modeled gravity was interpolated from observed gravity values.
 PU0531
 PU0531;                    North         East    Units  Estimated Accuracy
 PU0531;SPC SD S     -   207,130.      448,540.      MT  (+/- 180 meters Scaled)
 PU0531
 PU0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ215958(NAD 83)
 PU0531
 PU0531                          SUPERSEDED SURVEY CONTROL
 PU0531
 PU0531  NGVD 29 (??/??/92)  885.910  (m)         2906.52   (f) ADJ UNCH    2 0
 PU0531
 PU0531.Superseded values are not recommended for survey control.
 PU0531
 PU0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0531.See file dsdata.pdf to determine how the superseded data were derived.
 PU0531
 PU0531_MARKER: DB = BENCH MARK DISK
 PU0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0531_STAMPING: H 380 1962
 PU0531_MARK LOGO: CGS
 PU0531_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0531+STABILITY: SURFACE MOTION
 PU0531
 PU0531  HISTORY     - Date     Condition        Report By
 PU0531  HISTORY     - 1962     MONUMENTED       CGS
 PU0531
 PU0531                          STATION DESCRIPTION
 PU0531
 PU0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0531'6.3 MI SSW FROM CREIGHTON.
 PU0531'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0531'POST OFFICE AND SERVICE STATION, THENCE 1.0 MILE WEST ALONG
 PU0531'A GRAVELED ROAD IN SECTION 32, T 3 N, R 16 E, ABOUT 450 FEET
 PU0531'SOUTHEAST OF AND ACROSS THE ROAD FROM A TWO STORY FARMHOUSE
 PU0531'AND LARGE RED BARN, 100 1/2 FEET WEST OF A POWER POLE, 41
 PU0531'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 38 FEET EAST OF THE
 PU0531'CENTER LINE OF A PRIVATE LANE, 14 FEET SOUTH OF A FENCE CORNER
 PU0531'POST, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL
 PU0531'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU0531'SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0493 ***********************************************************************
 PU0493  DESIGNATION -  H 381
 PU0493  PID         -  PU0493
 PU0493  STATE/COUNTY-  SD/PENNINGTON
 PU0493  COUNTRY     -  US
 PU0493  USGS QUAD   -  WASTA SE (2017)
 PU0493
 PU0493                         *CURRENT SURVEY CONTROL
 PU0493  ______________________________________________________________________
 PU0493* NAD 83(1986) POSITION- 44 05 44.     (N) 102 18 31.     (W)   SCALED
 PU0493* NAVD 88 ORTHO HEIGHT -   829.063 (meters)     2720.02  (feet) ADJUSTED
 PU0493  ______________________________________________________________________
 PU0493  GEOID HEIGHT    -        -18.849 (meters)                     GEOID18
 PU0493  DYNAMIC HEIGHT  -        828.825 (meters)     2719.24  (feet) COMP
 PU0493  MODELED GRAVITY -    980,303.2   (mgal)                       NAVD 88
 PU0493
 PU0493  VERT ORDER      -  SECOND    CLASS 0
 PU0493
 PU0493.The horizontal coordinates were scaled from a map and have
 PU0493.an estimated accuracy of +/- 6 seconds.
 PU0493
 PU0493.The orthometric height was determined by differential leveling and
 PU0493.adjusted by the NATIONAL GEODETIC SURVEY
 PU0493.in June 1991.
 PU0493
 PU0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0493.GEOID18 height accuracy estimate available here.
 PU0493
 PU0493.Click photographs - Photos may exist for this station.
 PU0493
 PU0493.The dynamic height is computed by dividing the NAVD 88
 PU0493.geopotential number by the normal gravity value computed on the
 PU0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0493.degrees latitude (g = 980.6199 gals.).
 PU0493
 PU0493.The modeled gravity was interpolated from observed gravity values.
 PU0493
 PU0493;                    North         East    Units  Estimated Accuracy
 PU0493;SPC SD S     -   197,650.      441,850.      MT  (+/- 180 meters Scaled)
 PU0493
 PU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ154860(NAD 83)
 PU0493
 PU0493                          SUPERSEDED SURVEY CONTROL
 PU0493
 PU0493  NGVD 29 (??/??/92)  828.614  (m)         2718.54   (f) ADJ UNCH    2 0
 PU0493
 PU0493.Superseded values are not recommended for survey control.
 PU0493
 PU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0493.See file dsdata.pdf to determine how the superseded data were derived.
 PU0493
 PU0493_MARKER: DB = BENCH MARK DISK
 PU0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0493_STAMPING: H 381 1962
 PU0493_MARK LOGO: CGS
 PU0493_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0493+STABILITY: SURFACE MOTION
 PU0493
 PU0493  HISTORY     - Date     Condition        Report By
 PU0493  HISTORY     - 1962     MONUMENTED       CGS
 PU0493
 PU0493                          STATION DESCRIPTION
 PU0493
 PU0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0493'10.6 MI NE FROM WASTA.
 PU0493'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PU0493'RAILWAY FROM THE STATION AT WASTA, THENCE 1.45 MILES SOUTHEAST
 PU0493'ALONG U.S. HIGHWAY 16, THENCE 0.9 MILE NORTHEAST ALONG A GRADED
 PU0493'DIRT ROAD TO THE RIM OF A BLUFF, THENCE 2.2 MILES EAST ALONG A
 PU0493'GRAVELED ROAD, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD,
 PU0493'THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 PU0493'NORTH ALONG A DIM TRAIL ROAD, OR 6.5 MILES NORTH ALONG PENNINGTON
 PU0493'COUNTY ROAD 508 FROM THE POST OFFICE AT WALL, THENCE 1.0 MILE
 PU0493'WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A
 PU0493'GRADED DIRT ROAD, THENCE 3.1 MILES WEST ALONG A TRACK ROAD, IN
 PU0493'SECTION 33, T 2 N, R 15 E, 61 FEET SOUTHWEST OF THE CENTER LINE
 PU0493'OF A ROAD INTERSECTION, 54 FEET SOUTH OF THE CENTER LINE OF A
 PU0493'GRAVELED ROAD, 30 FEET WEST OF THE CENTER LINE OF THE TRAIL
 PU0493'ROAD, 22 FEET SOUTH-SOUTHEAST OF A POWER POLE, 21.3 FEET SOUTH
 PU0493'OF A FENCE CORNER, 2 1/2 FEET EAST OF A FENCE, 1.7 FEET SOUTH
 PU0493'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 PU0493'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0476 ***********************************************************************
 OS0476  DESIGNATION -  H 382
 OS0476  PID         -  OS0476
 OS0476  STATE/COUNTY-  SD/JACKSON
 OS0476  COUNTRY     -  US
 OS0476  USGS QUAD   -  INTERIOR (2017)
 OS0476
 OS0476                         *CURRENT SURVEY CONTROL
 OS0476  ______________________________________________________________________
 OS0476* NAD 83(1986) POSITION- 43 44 09.2    (N) 101 58 06.5    (W)   HD_HELD2
 OS0476* NAVD 88 ORTHO HEIGHT -   721.772 (meters)     2368.01  (feet) ADJUSTED
 OS0476  ______________________________________________________________________
 OS0476  GEOID HEIGHT    -        -19.940 (meters)                     GEOID18
 OS0476  DYNAMIC HEIGHT  -        721.541 (meters)     2367.26  (feet) COMP
 OS0476  MODELED GRAVITY -    980,275.4   (mgal)                       NAVD 88
 OS0476
 OS0476  VERT ORDER      -  FIRST     CLASS II
 OS0476
 OS0476.The horizontal coordinates were established by autonomous hand held GPS
 OS0476.observations and have an estimated accuracy of +/- 10 meters.
 OS0476
 OS0476.The orthometric height was determined by differential leveling and
 OS0476.adjusted by the NATIONAL GEODETIC SURVEY
 OS0476.in June 1991.
 OS0476
 OS0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0476.GEOID18 height accuracy estimate available here.
 OS0476
 OS0476.Click photographs - Photos may exist for this station.
 OS0476
 OS0476.The dynamic height is computed by dividing the NAVD 88
 OS0476.geopotential number by the normal gravity value computed on the
 OS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0476.degrees latitude (g = 980.6199 gals.).
 OS0476
 OS0476.The modeled gravity was interpolated from observed gravity values.
 OS0476
 OS0476;                    North         East    Units  Estimated Accuracy
 OS0476;SPC SD S     -   157,109.      468,292.      MT  (+/- 10 meters HH2 GPS)
 OS0476
 OS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6094746822(NAD 83)
 OS0476
 OS0476                          SUPERSEDED SURVEY CONTROL
 OS0476
 OS0476  NGVD 29 (??/??/92)  721.334  (m)         2366.58   (f) ADJ UNCH    1 2
 OS0476
 OS0476.Superseded values are not recommended for survey control.
 OS0476
 OS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0476.See file dsdata.pdf to determine how the superseded data were derived.
 OS0476
 OS0476_MARKER: DB = BENCH MARK DISK
 OS0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0476_SP_SET: HEADWALL
 OS0476_STAMPING: H 382 1962
 OS0476_MARK LOGO: CGS
 OS0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0476+STABILITY: SURFACE MOTION
 OS0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0476+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 OS0476
 OS0476  HISTORY     - Date     Condition        Report By
 OS0476  HISTORY     - 1962     MONUMENTED       CGS
 OS0476  HISTORY     - 1985     GOOD             NGS
 OS0476  HISTORY     - 20130116 GOOD             INDIV
 OS0476  HISTORY     - 20160913 GOOD             USPSQD
 OS0476
 OS0476                          STATION DESCRIPTION
 OS0476
 OS0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0476'1.2 MI NE FROM INTERIOR.
 OS0476'ABOUT 0.25 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0476'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 0.9 MILE
 OS0476'NORTHEAST ALONG STATE HIGHWAY 40, 0.2 MILE NORTHEAST OF A CURVE,
 OS0476'35 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET
 OS0476'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP AND CENTER OF THE
 OS0476'SOUTHEAST CONCRETE HEADWALL OF A VERY LARGE TRIPLE CHANNEL
 OS0476'CONCRETE CULVERT.
 OS0476
 OS0476                          STATION RECOVERY (1985)
 OS0476
 OS0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0476'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM (0.9
 OS0476'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0476'HIGHWAY 44 IN INTERIOR, IN TOP THE TOP CENTER OF THE SOUTHEAST
 OS0476'HEADWALL FOR A 3-CHANNEL BOX CULVERT AND 10.7 METERS (35 FT) SOUTHEAST
 OS0476'OF THE HIGHWAY CENTERLINE.
 OS0476'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 OS0476
 OS0476                          STATION RECOVERY (2013)
 OS0476
 OS0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0476'RECOVERED IN GOOD CONDITION.
 OS0476
 OS0476                          STATION RECOVERY (2016)
 OS0476
 OS0476'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OS0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0728 ***********************************************************************
 PT0728  DESIGNATION -  H 383
 PT0728  PID         -  PT0728
 PT0728  STATE/COUNTY-  SD/HAAKON
 PT0728  COUNTRY     -  US
 PT0728  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0728
 PT0728                         *CURRENT SURVEY CONTROL
 PT0728  ______________________________________________________________________
 PT0728* NAD 83(1986) POSITION- 44 10 59.     (N) 101 47 16.     (W)   SCALED
 PT0728* NAVD 88 ORTHO HEIGHT -   775.352 (meters)     2543.80  (feet) ADJUSTED
 PT0728  ______________________________________________________________________
 PT0728  GEOID HEIGHT    -        -20.591 (meters)                     GEOID18
 PT0728  DYNAMIC HEIGHT  -        775.131 (meters)     2543.08  (feet) COMP
 PT0728  MODELED GRAVITY -    980,306.9   (mgal)                       NAVD 88
 PT0728
 PT0728  VERT ORDER      -  SECOND    CLASS 0
 PT0728
 PT0728.The horizontal coordinates were scaled from a map and have
 PT0728.an estimated accuracy of +/- 6 seconds.
 PT0728
 PT0728.The orthometric height was determined by differential leveling and
 PT0728.adjusted by the NATIONAL GEODETIC SURVEY
 PT0728.in June 1991.
 PT0728
 PT0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0728.GEOID18 height accuracy estimate available here.
 PT0728
 PT0728.Click photographs - Photos may exist for this station.
 PT0728
 PT0728.The dynamic height is computed by dividing the NAVD 88
 PT0728.geopotential number by the normal gravity value computed on the
 PT0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0728.degrees latitude (g = 980.6199 gals.).
 PT0728
 PT0728.The modeled gravity was interpolated from observed gravity values.
 PT0728
 PT0728;                    North         East    Units  Estimated Accuracy
 PT0728;SPC SD S     -   206,510.      483,720.      MT  (+/- 180 meters Scaled)
 PT0728
 PT0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP771959(NAD 83)
 PT0728
 PT0728                          SUPERSEDED SURVEY CONTROL
 PT0728
 PT0728  NGVD 29 (??/??/92)  774.892  (m)         2542.29   (f) ADJ UNCH    2 0
 PT0728
 PT0728.Superseded values are not recommended for survey control.
 PT0728
 PT0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0728.See file dsdata.pdf to determine how the superseded data were derived.
 PT0728
 PT0728_MARKER: DB = BENCH MARK DISK
 PT0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0728_STAMPING: H 383 1962
 PT0728_MARK LOGO: CGS
 PT0728_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0728+STABILITY: SURFACE MOTION
 PT0728
 PT0728  HISTORY     - Date     Condition        Report By
 PT0728  HISTORY     - 1962     MONUMENTED       CGS
 PT0728
 PT0728                          STATION DESCRIPTION
 PT0728
 PT0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0728'10.5 MI SE FROM HILLAND.
 PT0728'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0728'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0728'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0728'3.0 MILES EAST ALONG A GRAVELED ROAD, OR ABOUT 10.0 MILES
 PT0728'NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND NORTH WESTERN
 PT0728'RAILWAY STATION AT PHILIP, THENCE 6.0 MILES WEST ALONG A GRAVELED
 PT0728'ROAD, IN SECTION 35, T 3 N, R 19 E, 43 FEET NORTH OF THE CENTER
 PT0728'LINE OF THE ROAD, 158 FEET WEST OF THE CENTER LINE OF A ROAD
 PT0728'WHICH LEADS NORTH, 2 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF
 PT0728'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PT0728'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0553 ***********************************************************************
 PU0553  DESIGNATION -  H 384
 PU0553  PID         -  PU0553
 PU0553  STATE/COUNTY-  SD/PENNINGTON
 PU0553  COUNTRY     -  US
 PU0553  USGS QUAD   -  HORSE TOOTH (2017)
 PU0553
 PU0553                         *CURRENT SURVEY CONTROL
 PU0553  ______________________________________________________________________
 PU0553* NAD 83(1986) POSITION- 44 14 22.     (N) 102 02 25.     (W)   SCALED
 PU0553* NAVD 88 ORTHO HEIGHT -   830.735 (meters)     2725.50  (feet) ADJUSTED
 PU0553  ______________________________________________________________________
 PU0553  GEOID HEIGHT    -        -19.767 (meters)                     GEOID18
 PU0553  DYNAMIC HEIGHT  -        830.498 (meters)     2724.73  (feet) COMP
 PU0553  MODELED GRAVITY -    980,304.3   (mgal)                       NAVD 88
 PU0553
 PU0553  VERT ORDER      -  SECOND    CLASS 0
 PU0553
 PU0553.The horizontal coordinates were scaled from a map and have
 PU0553.an estimated accuracy of +/- 6 seconds.
 PU0553
 PU0553.The orthometric height was determined by differential leveling and
 PU0553.adjusted by the NATIONAL GEODETIC SURVEY
 PU0553.in June 1991.
 PU0553
 PU0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0553.GEOID18 height accuracy estimate available here.
 PU0553
 PU0553.Click photographs - Photos may exist for this station.
 PU0553
 PU0553.The dynamic height is computed by dividing the NAVD 88
 PU0553.geopotential number by the normal gravity value computed on the
 PU0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0553.degrees latitude (g = 980.6199 gals.).
 PU0553
 PU0553.The modeled gravity was interpolated from observed gravity values.
 PU0553
 PU0553;                    North         East    Units  Estimated Accuracy
 PU0553;SPC SD S     -   213,160.      463,660.      MT  (+/- 180 meters Scaled)
 PU0553
 PU0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK363027(NAD 83)
 PU0553
 PU0553                          SUPERSEDED SURVEY CONTROL
 PU0553
 PU0553  NGVD 29 (??/??/92)  830.273  (m)         2723.99   (f) ADJ UNCH    2 0
 PU0553
 PU0553.Superseded values are not recommended for survey control.
 PU0553
 PU0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0553.See file dsdata.pdf to determine how the superseded data were derived.
 PU0553
 PU0553_MARKER: DB = BENCH MARK DISK
 PU0553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0553_STAMPING: H 384 1962
 PU0553_MARK LOGO: CGS
 PU0553_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0553_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0553_ROD/PIPE-DEPTH: 3.0 meters
 PU0553
 PU0553  HISTORY     - Date     Condition        Report By
 PU0553  HISTORY     - 1962     MONUMENTED       CGS
 PU0553
 PU0553                          STATION DESCRIPTION
 PU0553
 PU0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0553'17.5 MI SW FROM HILLAND.
 PU0553'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0553'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PU0553'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PU0553'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PU0553'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PU0553'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0553'0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 PU0553'A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ACROSS COUNTRY ALONG
 PU0553'A LINE OF TELEPHONE POLES, THENCE 2.0 MILE WEST-NORTHWEST ALONG
 PU0553'A TRAIL ROAD, IN SECTION 11, T 3 N, R 17 E, ABOUT 0.1 MILE SOUTH
 PU0553'OF A TELEPHONE LINE, ABOUT 200 FEET WEST OF A LARGE KNOLL WITH
 PU0553'A ROUND TOP, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.2
 PU0553'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 PU0553'OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 PU0553'THAT IS DRIVEN TO A DEPTH OF 10 FEET AND IS ENCASED IN A 6-INCH
 PU0553'TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0140 ***********************************************************************
 OT0140  DESIGNATION -  H 385
 OT0140  PID         -  OT0140
 OT0140  STATE/COUNTY-  SD/PENNINGTON
 OT0140  COUNTRY     -  US
 OT0140  USGS QUAD   -  WALL SW (2017)
 OT0140
 OT0140                         *CURRENT SURVEY CONTROL
 OT0140  ______________________________________________________________________
 OT0140* NAD 83(1986) POSITION- 43 50 53.     (N) 102 09 32.     (W)   SCALED
 OT0140* NAVD 88 ORTHO HEIGHT -   831.459 (meters)     2727.88  (feet) ADJUSTED
 OT0140  ______________________________________________________________________
 OT0140  GEOID HEIGHT    -        -19.297 (meters)                     GEOID18
 OT0140  DYNAMIC HEIGHT  -        831.194 (meters)     2727.01  (feet) COMP
 OT0140  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 OT0140
 OT0140  VERT ORDER      -  SECOND    CLASS 0
 OT0140
 OT0140.The horizontal coordinates were scaled from a map and have
 OT0140.an estimated accuracy of +/- 6 seconds.
 OT0140
 OT0140.The orthometric height was determined by differential leveling and
 OT0140.adjusted by the NATIONAL GEODETIC SURVEY
 OT0140.in June 1991.
 OT0140
 OT0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0140.GEOID18 height accuracy estimate available here.
 OT0140
 OT0140.Click photographs - Photos may exist for this station.
 OT0140
 OT0140.The dynamic height is computed by dividing the NAVD 88
 OT0140.geopotential number by the normal gravity value computed on the
 OT0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0140.degrees latitude (g = 980.6199 gals.).
 OT0140
 OT0140.The modeled gravity was interpolated from observed gravity values.
 OT0140
 OT0140;                    North         East    Units  Estimated Accuracy
 OT0140;SPC SD S     -   169,890.      453,230.      MT  (+/- 180 meters Scaled)
 OT0140
 OT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ283589(NAD 83)
 OT0140
 OT0140                          SUPERSEDED SURVEY CONTROL
 OT0140
 OT0140  NGVD 29 (??/??/92)  830.994  (m)         2726.35   (f) ADJ UNCH    2 0
 OT0140
 OT0140.Superseded values are not recommended for survey control.
 OT0140
 OT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0140.See file dsdata.pdf to determine how the superseded data were derived.
 OT0140
 OT0140_MARKER: DB = BENCH MARK DISK
 OT0140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0140_SP_SET: CATTLE GUARD FOUNDATION
 OT0140_STAMPING: H 385 1962
 OT0140_MARK LOGO: CGS
 OT0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0140+STABILITY: SURFACE MOTION
 OT0140
 OT0140  HISTORY     - Date     Condition        Report By
 OT0140  HISTORY     - 1962     MONUMENTED       CGS
 OT0140
 OT0140                          STATION DESCRIPTION
 OT0140
 OT0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0140'11.7 MI S FROM QUINN.
 OT0140'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0140'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0140'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0140'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0140'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 5.9
 OT0140'MILES SOUTH ALONG A BLADED DIRT ROAD AT THE JUNCTION OF A T
 OT0140'ROAD LEADING WEST IN SECTION 26, T 2 S, R 16 E, 31 FEET WEST
 OT0140'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10 FEET SOUTH OF
 OT0140'THE CENTER LINE OF THE T ROAD LEADING WEST, ABOUT LEVEL WITH
 OT0140'THE ROAD, AND SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 OT0140'FOUNDATION OF A CATTLE GUARD WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0579 ***********************************************************************
 OS0579  DESIGNATION -  H 386
 OS0579  PID         -  OS0579
 OS0579  STATE/COUNTY-  SD/JACKSON
 OS0579  COUNTRY     -  US
 OS0579  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0579
 OS0579                         *CURRENT SURVEY CONTROL
 OS0579  ______________________________________________________________________
 OS0579* NAD 83(1986) POSITION- 43 58 24.     (N) 101 50 53.     (W)   SCALED
 OS0579* NAVD 88 ORTHO HEIGHT -   714.108 (meters)     2342.87  (feet) ADJUSTED
 OS0579  ______________________________________________________________________
 OS0579  GEOID HEIGHT    -        -20.428 (meters)                     GEOID18
 OS0579  DYNAMIC HEIGHT  -        713.889 (meters)     2342.15  (feet) COMP
 OS0579  MODELED GRAVITY -    980,288.5   (mgal)                       NAVD 88
 OS0579
 OS0579  VERT ORDER      -  SECOND    CLASS 0
 OS0579
 OS0579.The horizontal coordinates were scaled from a map and have
 OS0579.an estimated accuracy of +/- 6 seconds.
 OS0579
 OS0579.The orthometric height was determined by differential leveling and
 OS0579.adjusted by the NATIONAL GEODETIC SURVEY
 OS0579.in June 1991.
 OS0579
 OS0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0579.GEOID18 height accuracy estimate available here.
 OS0579
 OS0579.Click photographs - Photos may exist for this station.
 OS0579
 OS0579.The dynamic height is computed by dividing the NAVD 88
 OS0579.geopotential number by the normal gravity value computed on the
 OS0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0579.degrees latitude (g = 980.6199 gals.).
 OS0579
 OS0579.The modeled gravity was interpolated from observed gravity values.
 OS0579
 OS0579;                    North         East    Units  Estimated Accuracy
 OS0579;SPC SD S     -   183,300.      478,470.      MT  (+/- 180 meters Scaled)
 OS0579
 OS0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP715728(NAD 83)
 OS0579
 OS0579                          SUPERSEDED SURVEY CONTROL
 OS0579
 OS0579  NGVD 29 (??/??/92)  713.653  (m)         2341.38   (f) ADJ UNCH    2 0
 OS0579
 OS0579.Superseded values are not recommended for survey control.
 OS0579
 OS0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0579.See file dsdata.pdf to determine how the superseded data were derived.
 OS0579
 OS0579_MARKER: DB = BENCH MARK DISK
 OS0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0579_SP_SET: BRIDGE ABUTMENT
 OS0579_STAMPING: H 386 1962
 OS0579_MARK LOGO: CGS
 OS0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0579
 OS0579  HISTORY     - Date     Condition        Report By
 OS0579  HISTORY     - 1962     MONUMENTED       CGS
 OS0579
 OS0579                          STATION DESCRIPTION
 OS0579
 OS0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0579'3.3 MI NE FROM COTTONWOOD.
 OS0579'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0579'AT COTTONWOOD, THENCE 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0579'IN SECTION 9, T 1 S, R 19 E, 18 FEET SOUTHEAST OF THE CENTER
 OS0579'LINE OF THE HIGHWAY, ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY,
 OS0579'AND SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 OS0579'ABUTMENT OF A CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0530 ***********************************************************************
 OS0530  DESIGNATION -  H 387
 OS0530  PID         -  OS0530
 OS0530  STATE/COUNTY-  SD/JACKSON
 OS0530  COUNTRY     -  US
 OS0530  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0530
 OS0530                         *CURRENT SURVEY CONTROL
 OS0530  ______________________________________________________________________
 OS0530* NAD 83(1986) POSITION- 43 50 07.     (N) 101 46 56.     (W)   SCALED
 OS0530* NAVD 88 ORTHO HEIGHT -   782.343 (meters)     2566.74  (feet) ADJUSTED
 OS0530  ______________________________________________________________________
 OS0530  GEOID HEIGHT    -        -20.582 (meters)                     GEOID18
 OS0530  DYNAMIC HEIGHT  -        782.095 (meters)     2565.92  (feet) COMP
 OS0530  MODELED GRAVITY -    980,276.2   (mgal)                       NAVD 88
 OS0530
 OS0530  VERT ORDER      -  FIRST     CLASS II
 OS0530
 OS0530.The horizontal coordinates were scaled from a map and have
 OS0530.an estimated accuracy of +/- 6 seconds.
 OS0530
 OS0530.The orthometric height was determined by differential leveling and
 OS0530.adjusted by the NATIONAL GEODETIC SURVEY
 OS0530.in September 1993.
 OS0530
 OS0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0530.GEOID18 height accuracy estimate available here.
 OS0530
 OS0530.Click photographs - Photos may exist for this station.
 OS0530
 OS0530.The dynamic height is computed by dividing the NAVD 88
 OS0530.geopotential number by the normal gravity value computed on the
 OS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0530.degrees latitude (g = 980.6199 gals.).
 OS0530
 OS0530.The modeled gravity was interpolated from observed gravity values.
 OS0530
 OS0530;                    North         East    Units  Estimated Accuracy
 OS0530;SPC SD S     -   167,870.      483,490.      MT  (+/- 180 meters Scaled)
 OS0530
 OS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP763573(NAD 83)
 OS0530
 OS0530                          SUPERSEDED SURVEY CONTROL
 OS0530
 OS0530  NAVD 88 (06/15/91)  782.337  (m)         2566.72   (f) SUPERSEDED  1 2
 OS0530  NGVD 29 (??/??/92)  781.847  (m)         2565.11   (f) ADJ UNCH    1 2
 OS0530
 OS0530.Superseded values are not recommended for survey control.
 OS0530
 OS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0530.See file dsdata.pdf to determine how the superseded data were derived.
 OS0530
 OS0530_MARKER: DB = BENCH MARK DISK
 OS0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0530_STAMPING: H 387 1962
 OS0530_MARK LOGO: CGS
 OS0530_PROJECTION: PROJECTING 25 CENTIMETERS
 OS0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0530+STABILITY: SURFACE MOTION
 OS0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0530+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0530
 OS0530  HISTORY     - Date     Condition        Report By
 OS0530  HISTORY     - 1962     MONUMENTED       CGS
 OS0530  HISTORY     - 1966     GOOD             CGS
 OS0530  HISTORY     - 1985     GOOD             NGS
 OS0530  HISTORY     - 19910713 GOOD             NGS
 OS0530  HISTORY     - 20130116 GOOD             INDIV
 OS0530
 OS0530                          STATION DESCRIPTION
 OS0530
 OS0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0530'14.2 MI W FROM KADOKA.
 OS0530'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0530'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0530'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0530'40 AND 73, THENCE 6.0 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0530'HIGHWAY 40, 114 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OS0530'46 FEET EAST OF THE CENTER OF A WIRE GATE, 30 FEET EAST OF A
 OS0530'SECTION LINE FENCE LEADING SOUTH, 65 FEET WEST OF A TELEPHONE
 OS0530'POLE, 2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS
 OS0530'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 OS0530'THE TOP OF A CONCRETE POST PROJECTING 10-INCHES.
 OS0530
 OS0530                          STATION RECOVERY (1966)
 OS0530
 OS0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0530'RECOVERED IN GOOD CONDITION.
 OS0530
 OS0530                          STATION RECOVERY (1985)
 OS0530
 OS0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0530'THE MARK IS 1.0 M BELOW THE ROAD.
 OS0530'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.65 KM (12.9
 OS0530'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0530'KADOKA, 0.55 KM (0.35 MI) EAST OF MILEPOST 137, 96.0 METERS (315 FT)
 OS0530'SOUTH ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE,
 OS0530'34.7 METERS (114 FT) SOUTH OF THE CENTER OF THE ROAD, 9.1 METERS (30
 OS0530'FT) EAST OF A FENCE T JUNCTION AND 0.6 METER (2 FT) NORTH OF THE
 OS0530'RIGHT-OF-WAY FENCE.
 OS0530'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 OS0530
 OS0530                          STATION RECOVERY (1991)
 OS0530
 OS0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0530'20.6 KM (12.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0530'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.55 KM (0.35 MI)
 OS0530'EAST OF MILEPOST 137, 95.6 M (313.6 FT) SOUTH OF THE CENTERLINE OF
 OS0530'THE EASTBOUND LANES OF THE HIGHWAY, 34.3 M (112.5 FT) SOUTH OF THE
 OS0530'CENTERLINE OF A FRONTAGE ROAD, 9.3 M (30.5 FT) EAST OF A T-FENCE
 OS0530'CORNER, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT)
 OS0530'NORTH OF THE FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND THE
 OS0530'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OS0530
 OS0530                          STATION RECOVERY (2013)
 OS0530
 OS0530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0167 ***********************************************************************
 OT0167  DESIGNATION -  H 388
 OT0167  PID         -  OT0167
 OT0167  STATE/COUNTY-  SD/PENNINGTON
 OT0167  COUNTRY     -  US
 OT0167  USGS QUAD   -  WALL NE (2017)
 OT0167
 OT0167                         *CURRENT SURVEY CONTROL
 OT0167  ______________________________________________________________________
 OT0167* NAD 83(1986) POSITION- 43 53 36.     (N) 102 03 33.     (W)   SCALED
 OT0167* NAVD 88 ORTHO HEIGHT -   777.019 (meters)     2549.27  (feet) ADJUSTED
 OT0167  ______________________________________________________________________
 OT0167  GEOID HEIGHT    -        -19.622 (meters)                     GEOID18
 OT0167  DYNAMIC HEIGHT  -        776.779 (meters)     2548.48  (feet) COMP
 OT0167  MODELED GRAVITY -    980,284.8   (mgal)                       NAVD 88
 OT0167
 OT0167  VERT ORDER      -  SECOND    CLASS 0
 OT0167
 OT0167.The horizontal coordinates were scaled from a map and have
 OT0167.an estimated accuracy of +/- 6 seconds.
 OT0167
 OT0167.The orthometric height was determined by differential leveling and
 OT0167.adjusted by the NATIONAL GEODETIC SURVEY
 OT0167.in June 1991.
 OT0167
 OT0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0167.GEOID18 height accuracy estimate available here.
 OT0167
 OT0167.Click photographs - Photos may exist for this station.
 OT0167
 OT0167.The dynamic height is computed by dividing the NAVD 88
 OT0167.geopotential number by the normal gravity value computed on the
 OT0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0167.degrees latitude (g = 980.6199 gals.).
 OT0167
 OT0167.The modeled gravity was interpolated from observed gravity values.
 OT0167
 OT0167;                    North         East    Units  Estimated Accuracy
 OT0167;SPC SD S     -   174,750.      461,350.      MT  (+/- 180 meters Scaled)
 OT0167
 OT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362642(NAD 83)
 OT0167
 OT0167                          SUPERSEDED SURVEY CONTROL
 OT0167
 OT0167  NGVD 29 (??/??/92)  776.568  (m)         2547.79   (f) ADJ UNCH    2 0
 OT0167
 OT0167.Superseded values are not recommended for survey control.
 OT0167
 OT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0167.See file dsdata.pdf to determine how the superseded data were derived.
 OT0167
 OT0167_MARKER: DB = BENCH MARK DISK
 OT0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0167_SP_SET: CULVERT HEADWALL
 OT0167_STAMPING: H 388 1962
 OT0167_MARK LOGO: CGS
 OT0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0167+STABILITY: SURFACE MOTION
 OT0167
 OT0167  HISTORY     - Date     Condition        Report By
 OT0167  HISTORY     - 1962     MONUMENTED       CGS
 OT0167
 OT0167                          STATION DESCRIPTION
 OT0167
 OT0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0167'9.5 MI SE FROM QUINN.
 OT0167'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0167'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 5.9
 OT0167'MILES SOUTH ALONG A GRAVELED ROAD, 1.15 MILES SOUTH OF INTERSTATE
 OT0167'HIGHWAY 90, 0.15 MILE NORTH OF A JOG IN THE ROAD AROUND THE WEST
 OT0167'SIDE OF CREST OF HILL, AT A NEW VERY LARGE DOUBLE CHANNEL
 OT0167'CONCRETE CULVERT, 21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OT0167'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 OT0167'AND CENTER OF THE EAST CONCRETE HEADWALL OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0505 ***********************************************************************
 OS0505  DESIGNATION -  H 389
 OS0505  PID         -  OS0505
 OS0505  STATE/COUNTY-  SD/JACKSON
 OS0505  COUNTRY     -  US
 OS0505  USGS QUAD   -  WETA (2017)
 OS0505
 OS0505                         *CURRENT SURVEY CONTROL
 OS0505  ______________________________________________________________________
 OS0505* NAD 83(1986) POSITION- 43 47 52.     (N) 101 42 06.     (W)   SCALED
 OS0505* NAVD 88 ORTHO HEIGHT -   714.672 (meters)     2344.72  (feet) ADJUSTED
 OS0505  ______________________________________________________________________
 OS0505  GEOID HEIGHT    -        -20.865 (meters)                     GEOID18
 OS0505  DYNAMIC HEIGHT  -        714.445 (meters)     2343.98  (feet) COMP
 OS0505  MODELED GRAVITY -    980,279.1   (mgal)                       NAVD 88
 OS0505
 OS0505  VERT ORDER      -  SECOND    CLASS 0
 OS0505
 OS0505.The horizontal coordinates were scaled from a map and have
 OS0505.an estimated accuracy of +/- 6 seconds.
 OS0505
 OS0505.The orthometric height was determined by differential leveling and
 OS0505.adjusted by the NATIONAL GEODETIC SURVEY
 OS0505.in June 1991.
 OS0505
 OS0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0505.GEOID18 height accuracy estimate available here.
 OS0505
 OS0505.Click photographs - Photos may exist for this station.
 OS0505
 OS0505.The dynamic height is computed by dividing the NAVD 88
 OS0505.geopotential number by the normal gravity value computed on the
 OS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0505.degrees latitude (g = 980.6199 gals.).
 OS0505
 OS0505.The modeled gravity was interpolated from observed gravity values.
 OS0505
 OS0505;                    North         East    Units  Estimated Accuracy
 OS0505;SPC SD S     -   163,600.      489,890.      MT  (+/- 180 meters Scaled)
 OS0505
 OS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP826529(NAD 83)
 OS0505
 OS0505                          SUPERSEDED SURVEY CONTROL
 OS0505
 OS0505  NGVD 29 (??/??/92)  714.220  (m)         2343.24   (f) ADJ UNCH    2 0
 OS0505
 OS0505.Superseded values are not recommended for survey control.
 OS0505
 OS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0505.See file dsdata.pdf to determine how the superseded data were derived.
 OS0505
 OS0505_MARKER: DB = BENCH MARK DISK
 OS0505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0505_STAMPING: H 389 1962
 OS0505_MARK LOGO: CGS
 OS0505_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0505_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0505_ROD/PIPE-DEPTH: 4.9 meters
 OS0505
 OS0505  HISTORY     - Date     Condition        Report By
 OS0505  HISTORY     - 1962     MONUMENTED       CGS
 OS0505
 OS0505                          STATION DESCRIPTION
 OS0505
 OS0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0505'13.4 MI SW FROM KADOKA.
 OS0505'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0505'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0505'THENCE 9.7 MILE WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0505'40, THENCE 3.15 MILES SOUTH ALONG A GRAVELED ROAD, OR 10.95
 OS0505'MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0505'PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 1.5 MILES
 OS0505'NORTH ALONG DIRT AND GRAVELED ROADS, 0.45 MILES SOUTH OF A
 OS0505'CURVE IN THE ROAD WITH A PRIVATE ROAD LEADING WEST, IN SECTION
 OS0505'10, T 3 S, R 20 E, 143 FEET NORTH OF A POWER POLE, IN LINE WITH
 OS0505'A ROW OF POWER POLES, 34 FEET WEST OF THE CENTER LINE OF THE
 OS0505'ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 OS0505'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OS0505'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH
 OS0505'TILE WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0112 ***********************************************************************
 QT0112  DESIGNATION -  H 390
 QT0112  PID         -  QT0112
 QT0112  STATE/COUNTY-  SD/MEADE
 QT0112  COUNTRY     -  US
 QT0112  USGS QUAD   -  FAITH SW (2017)
 QT0112
 QT0112                         *CURRENT SURVEY CONTROL
 QT0112  ______________________________________________________________________
 QT0112* NAD 83(1986) POSITION- 45 01 18.     (N) 102 12 38.     (W)   SCALED
 QT0112* NAVD 88 ORTHO HEIGHT -   797.346 (meters)     2615.96  (feet) ADJUSTED
 QT0112  ______________________________________________________________________
 QT0112  GEOID HEIGHT    -        -19.021 (meters)                     GEOID18
 QT0112  DYNAMIC HEIGHT  -        797.185 (meters)     2615.43  (feet) COMP
 QT0112  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 QT0112
 QT0112  VERT ORDER      -  FIRST     CLASS II
 QT0112
 QT0112.The horizontal coordinates were scaled from a map and have
 QT0112.an estimated accuracy of +/- 6 seconds.
 QT0112
 QT0112.The orthometric height was determined by differential leveling and
 QT0112.adjusted by the NATIONAL GEODETIC SURVEY
 QT0112.in July 1998.
 QT0112
 QT0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0112.GEOID18 height accuracy estimate available here.
 QT0112
 QT0112.Click photographs - Photos may exist for this station.
 QT0112
 QT0112.The dynamic height is computed by dividing the NAVD 88
 QT0112.geopotential number by the normal gravity value computed on the
 QT0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0112.degrees latitude (g = 980.6199 gals.).
 QT0112
 QT0112.The modeled gravity was interpolated from observed gravity values.
 QT0112
 QT0112;                    North         East    Units  Estimated Accuracy
 QT0112;SPC SD N     -   134,430.      425,800.      MT  (+/- 180 meters Scaled)
 QT0112
 QT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK197891(NAD 83)
 QT0112
 QT0112                          SUPERSEDED SURVEY CONTROL
 QT0112
 QT0112  NAVD 88 (06/15/91)  797.324  (m)         2615.89   (f) SUPERSEDED  1 2
 QT0112  NGVD 29 (??/??/92)  796.865  (m)         2614.38   (f) ADJ UNCH    1 2
 QT0112
 QT0112.Superseded values are not recommended for survey control.
 QT0112
 QT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0112.See file dsdata.pdf to determine how the superseded data were derived.
 QT0112
 QT0112_MARKER: DB = BENCH MARK DISK
 QT0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0112_STAMPING: H 390 1963
 QT0112_MARK LOGO: CGS
 QT0112_PROJECTION: FLUSH
 QT0112_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0112+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0112_ROD/PIPE-DEPTH: 4.0 meters
 QT0112
 QT0112  HISTORY     - Date     Condition        Report By
 QT0112  HISTORY     - 1963     MONUMENTED       CGS
 QT0112  HISTORY     - 1981     GOOD             NGS
 QT0112  HISTORY     - 19960425 GOOD             NGS
 QT0112
 QT0112                          STATION DESCRIPTION
 QT0112
 QT0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0112'8.6 MI W FROM FAITH.
 QT0112'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0112'FAITH, THENCE 8.45 MILES WEST ALONG U.S. HIGHWAY 212, AT THE
 QT0112'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING SOUTH, 91
 QT0112'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET WEST OF THE
 QT0112'CENTER LINE OF THE GRAVELED ROAD, 8 FEET SOUTH OF A POWER POLE,
 QT0112'2 FEET EAST OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 QT0112'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 QT0112'COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF 13 FEET AND ENCASED
 QT0112'IN A 6-INCH TILE PROJECTING 4 INCHES.
 QT0112
 QT0112                          STATION RECOVERY (1981)
 QT0112
 QT0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0112'RECOVERED IN GOOD CONDITION.
 QT0112
 QT0112                          STATION RECOVERY (1996)
 QT0112
 QT0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0112'13.0 M (42.7 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0112'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 138.0 M (452.8 FT) EAST OF
 QT0112'MILEPOST 106, 27.9 M (91.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.6 M
 QT0112'(47.9 FT) WEST OF THE CENTER OF COUNTY ROAD 37, 2.4 M (7.9 FT) NORTH
 QT0112'OF UTILITY POLE NUMBER 12 16 7 82, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 QT0112'THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 QT0112'WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE
 QT0112'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0045 ***********************************************************************
 PU0045  DESIGNATION -  H 391
 PU0045  PID         -  PU0045
 PU0045  STATE/COUNTY-  SD/MEADE
 PU0045  COUNTRY     -  US
 PU0045  USGS QUAD   -  OPAL EAST SW (2017)
 PU0045
 PU0045                         *CURRENT SURVEY CONTROL
 PU0045  ______________________________________________________________________
 PU0045* NAD 83(1986) POSITION- 44 49 12.     (N) 102 25 54.     (W)   SCALED
 PU0045* NAVD 88 ORTHO HEIGHT -   807.727 (meters)     2650.02  (feet) ADJUSTED
 PU0045  ______________________________________________________________________
 PU0045  GEOID HEIGHT    -        -18.620 (meters)                     GEOID18
 PU0045  DYNAMIC HEIGHT  -        807.545 (meters)     2649.42  (feet) COMP
 PU0045  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 PU0045
 PU0045  VERT ORDER      -  SECOND    CLASS 0
 PU0045
 PU0045.The horizontal coordinates were scaled from a map and have
 PU0045.an estimated accuracy of +/- 6 seconds.
 PU0045
 PU0045.The orthometric height was determined by differential leveling and
 PU0045.adjusted by the NATIONAL GEODETIC SURVEY
 PU0045.in June 1991.
 PU0045
 PU0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0045.GEOID18 height accuracy estimate available here.
 PU0045
 PU0045.Click photographs - Photos may exist for this station.
 PU0045
 PU0045.The dynamic height is computed by dividing the NAVD 88
 PU0045.geopotential number by the normal gravity value computed on the
 PU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0045.degrees latitude (g = 980.6199 gals.).
 PU0045
 PU0045.The modeled gravity was interpolated from observed gravity values.
 PU0045
 PU0045;                    North         East    Units  Estimated Accuracy
 PU0045;SPC SD N     -   112,530.      407,710.      MT  (+/- 180 meters Scaled)
 PU0045
 PU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK030661(NAD 83)
 PU0045
 PU0045                          SUPERSEDED SURVEY CONTROL
 PU0045
 PU0045  NGVD 29 (??/??/92)  807.266  (m)         2648.51   (f) ADJ UNCH    2 0
 PU0045
 PU0045.Superseded values are not recommended for survey control.
 PU0045
 PU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0045.See file dsdata.pdf to determine how the superseded data were derived.
 PU0045
 PU0045_MARKER: DB = BENCH MARK DISK
 PU0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0045_STAMPING: H 391 1963
 PU0045_MARK LOGO: CGS
 PU0045_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0045+STABILITY: SURFACE MOTION
 PU0045
 PU0045  HISTORY     - Date     Condition        Report By
 PU0045  HISTORY     - 1963     MONUMENTED       CGS
 PU0045
 PU0045                          STATION DESCRIPTION
 PU0045
 PU0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0045'7.8 MI SE FROM OPAL.
 PU0045'1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0045'OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0045'1.0 MILE EAST ALONG A GRAVELED ROAD, AT THE CREST OF A HILL, IN
 PU0045'SECTION 20, T 10 N, R 14 E, 44 FEET SOUTH OF THE CENTER LINE OF
 PU0045'THE ROAD, 13 FEET EAST OF THE CENTER OF A WIRE GATE AND ENTRANCE
 PU0045'TO A FIELD, 2 FEET NORTH OF A FENCE, 1.0 FEET WEST OF A METAL
 PU0045'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0045'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0209 ***********************************************************************
 PU0209  DESIGNATION -  H 392
 PU0209  PID         -  PU0209
 PU0209  STATE/COUNTY-  SD/MEADE
 PU0209  COUNTRY     -  US
 PU0209  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0209
 PU0209                         *CURRENT SURVEY CONTROL
 PU0209  ______________________________________________________________________
 PU0209* NAD 83(1986) POSITION- 44 43 07.     (N) 102 07 35.     (W)   SCALED
 PU0209* NAVD 88 ORTHO HEIGHT -   717.143 (meters)     2352.83  (feet) ADJUSTED
 PU0209  ______________________________________________________________________
 PU0209  GEOID HEIGHT    -        -19.567 (meters)                     GEOID18
 PU0209  DYNAMIC HEIGHT  -        716.982 (meters)     2352.30  (feet) COMP
 PU0209  MODELED GRAVITY -    980,368.7   (mgal)                       NAVD 88
 PU0209
 PU0209  VERT ORDER      -  SECOND    CLASS 0
 PU0209
 PU0209.The horizontal coordinates were scaled from a map and have
 PU0209.an estimated accuracy of +/- 6 seconds.
 PU0209
 PU0209.The orthometric height was determined by differential leveling and
 PU0209.adjusted by the NATIONAL GEODETIC SURVEY
 PU0209.in June 1991.
 PU0209
 PU0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0209.GEOID18 height accuracy estimate available here.
 PU0209
 PU0209.Click photographs - Photos may exist for this station.
 PU0209
 PU0209.The dynamic height is computed by dividing the NAVD 88
 PU0209.geopotential number by the normal gravity value computed on the
 PU0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0209.degrees latitude (g = 980.6199 gals.).
 PU0209
 PU0209.The modeled gravity was interpolated from observed gravity values.
 PU0209
 PU0209;                    North         East    Units  Estimated Accuracy
 PU0209;SPC SD N     -   100,590.      431,550.      MT  (+/- 180 meters Scaled)
 PU0209
 PU0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK275557(NAD 83)
 PU0209
 PU0209                          SUPERSEDED SURVEY CONTROL
 PU0209
 PU0209  NGVD 29 (??/??/92)  716.688  (m)         2351.33   (f) ADJ UNCH    2 0
 PU0209
 PU0209.Superseded values are not recommended for survey control.
 PU0209
 PU0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0209.See file dsdata.pdf to determine how the superseded data were derived.
 PU0209
 PU0209_MARKER: DB = BENCH MARK DISK
 PU0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0209_STAMPING: H 392 1963
 PU0209_MARK LOGO: CGS
 PU0209_PROJECTION: PROJECTING 18 CENTIMETERS
 PU0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0209+STABILITY: SURFACE MOTION
 PU0209
 PU0209  HISTORY     - Date     Condition        Report By
 PU0209  HISTORY     - 1963     MONUMENTED       CGS
 PU0209
 PU0209                          STATION DESCRIPTION
 PU0209
 PU0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0209'10.6 MI NW FROM HOWES.
 PU0209'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE
 PU0209'AND POST OFFICE AT HOWES, THENCE 3.55 MILES WEST ALONG A GRAVELED
 PU0209'ROAD, 73 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28 FEET
 PU0209'SOUTH OF A CORNER FENCE POST, 14 FEET WEST OF THE CENTER LINE
 PU0209'OF A TRAIL ROAD, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF
 PU0209'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 PU0209'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0218 ***********************************************************************
 PU0218  DESIGNATION -  H 393
 PU0218  PID         -  PU0218
 PU0218  STATE/COUNTY-  SD/MEADE
 PU0218  COUNTRY     -  US
 PU0218  USGS QUAD   -  AVANCE SE (2017)
 PU0218
 PU0218                         *CURRENT SURVEY CONTROL
 PU0218  ______________________________________________________________________
 PU0218* NAD 83(1986) POSITION- 44 50 46.     (N) 102 03 54.     (W)   SCALED
 PU0218* NAVD 88 ORTHO HEIGHT -   707.442 (meters)     2321.00  (feet) ADJUSTED
 PU0218  ______________________________________________________________________
 PU0218  GEOID HEIGHT    -        -19.647 (meters)                     GEOID18
 PU0218  DYNAMIC HEIGHT  -        707.290 (meters)     2320.50  (feet) COMP
 PU0218  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 PU0218
 PU0218  VERT ORDER      -  SECOND    CLASS 0
 PU0218
 PU0218.The horizontal coordinates were scaled from a map and have
 PU0218.an estimated accuracy of +/- 6 seconds.
 PU0218
 PU0218.The orthometric height was determined by differential leveling and
 PU0218.adjusted by the NATIONAL GEODETIC SURVEY
 PU0218.in June 1991.
 PU0218
 PU0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0218.GEOID18 height accuracy estimate available here.
 PU0218
 PU0218.Click photographs - Photos may exist for this station.
 PU0218
 PU0218.The dynamic height is computed by dividing the NAVD 88
 PU0218.geopotential number by the normal gravity value computed on the
 PU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0218.degrees latitude (g = 980.6199 gals.).
 PU0218
 PU0218.The modeled gravity was interpolated from observed gravity values.
 PU0218
 PU0218;                    North         East    Units  Estimated Accuracy
 PU0218;SPC SD N     -   114,620.      436,770.      MT  (+/- 180 meters Scaled)
 PU0218
 PU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK319700(NAD 83)
 PU0218
 PU0218                          SUPERSEDED SURVEY CONTROL
 PU0218
 PU0218  NGVD 29 (??/??/92)  706.984  (m)         2319.50   (f) ADJ UNCH    2 0
 PU0218
 PU0218.Superseded values are not recommended for survey control.
 PU0218
 PU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0218.See file dsdata.pdf to determine how the superseded data were derived.
 PU0218
 PU0218_MARKER: DB = BENCH MARK DISK
 PU0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0218_STAMPING: H 393 1963
 PU0218_MARK LOGO: CGS
 PU0218_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0218+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0218
 PU0218  HISTORY     - Date     Condition        Report By
 PU0218  HISTORY     - 1963     MONUMENTED       CGS
 PU0218  HISTORY     - 19960711 GOOD             NGS
 PU0218
 PU0218                          STATION DESCRIPTION
 PU0218
 PU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0218'13.6 MI S FROM FAITH.
 PU0218'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU0218'AT FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0218'12.05 MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 1.15 MILES
 PU0218'WEST ALONG A GRADED DIRT ROAD, AT A CURVE IN THE ROAD, 52 FEET
 PU0218'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 219 FEET SOUTHWEST
 PU0218'OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 45 FEET SOUTHWEST
 PU0218'OF THE CENTER LINE OF A PRIVATE ROAD, 1 1/2 FEET SOUTHEAST OF A
 PU0218'FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 PU0218'FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP 5/8-INCH COPPER
 PU0218'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED
 PU0218'IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 PU0218
 PU0218                          STATION RECOVERY (1996)
 PU0218
 PU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0218'19.4 KM (12.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU0218'OF U.S. HIGHWAY 212 IN FAITH, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG
 PU0218'COUNTY ROAD 22, 16.1 M (52.8 FT) SOUTHEAST OF THE ROAD CENTER, 14.0 M
 PU0218'(45.9 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) BELOW
 PU0218'THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE CORNER, AND
 PU0218'0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 PU0218'A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0213 ***********************************************************************
 PU0213  DESIGNATION -  H 394
 PU0213  PID         -  PU0213
 PU0213  STATE/COUNTY-  SD/MEADE
 PU0213  COUNTRY     -  US
 PU0213  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0213
 PU0213                         *CURRENT SURVEY CONTROL
 PU0213  ______________________________________________________________________
 PU0213* NAD 83(1986) POSITION- 44 43 04.     (N) 102 11 49.     (W)   SCALED
 PU0213* NAVD 88 ORTHO HEIGHT -   727.296 (meters)     2386.14  (feet) ADJUSTED
 PU0213  ______________________________________________________________________
 PU0213  GEOID HEIGHT    -        -19.370 (meters)                     GEOID18
 PU0213  DYNAMIC HEIGHT  -        727.133 (meters)     2385.60  (feet) COMP
 PU0213  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 PU0213
 PU0213  VERT ORDER      -  SECOND    CLASS 0
 PU0213
 PU0213.The horizontal coordinates were scaled from a map and have
 PU0213.an estimated accuracy of +/- 6 seconds.
 PU0213
 PU0213.The orthometric height was determined by differential leveling and
 PU0213.adjusted by the NATIONAL GEODETIC SURVEY
 PU0213.in June 1991.
 PU0213
 PU0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0213.GEOID18 height accuracy estimate available here.
 PU0213
 PU0213.Click photographs - Photos may exist for this station.
 PU0213
 PU0213.The dynamic height is computed by dividing the NAVD 88
 PU0213.geopotential number by the normal gravity value computed on the
 PU0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0213.degrees latitude (g = 980.6199 gals.).
 PU0213
 PU0213.The modeled gravity was interpolated from observed gravity values.
 PU0213
 PU0213;                    North         East    Units  Estimated Accuracy
 PU0213;SPC SD N     -   100,640.      425,960.      MT  (+/- 180 meters Scaled)
 PU0213
 PU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK220554(NAD 83)
 PU0213
 PU0213                          SUPERSEDED SURVEY CONTROL
 PU0213
 PU0213  NGVD 29 (??/??/92)  726.840  (m)         2384.64   (f) ADJ UNCH    2 0
 PU0213
 PU0213.Superseded values are not recommended for survey control.
 PU0213
 PU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0213.See file dsdata.pdf to determine how the superseded data were derived.
 PU0213
 PU0213_MARKER: DB = BENCH MARK DISK
 PU0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0213_STAMPING: H 394 1963
 PU0213_MARK LOGO: CGS
 PU0213_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0213+STABILITY: SURFACE MOTION
 PU0213
 PU0213  HISTORY     - Date     Condition        Report By
 PU0213  HISTORY     - 1963     MONUMENTED       CGS
 PU0213
 PU0213                          STATION DESCRIPTION
 PU0213
 PU0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0213'14.6 MI NW FROM HOWES.
 PU0213'7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0213'OFFICE AT HOWES, THENCE 7.55 MILES WEST ALONG A GRAVELED ROAD,
 PU0213'OR 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0213'OFFICE AT MARCUS, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0213'THENCE 4.75 MILES EAST ALONG A DIM TRAIL ROAD, 71 FEET SOUTHWEST
 PU0213'OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 83 FEET NORTHEAST OF
 PU0213'A POWER POLE, 68 FEET EAST OF THE CENTER LINE OF THE ROAD, 10
 PU0213'FEET NORTHWEST OF A POWER POLE, 1 1/2 FEET WEST OF A SCHOOL
 PU0213'YARD FENCE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU0213'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0213'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0067 ***********************************************************************
 PU0067  DESIGNATION -  H 395
 PU0067  PID         -  PU0067
 PU0067  STATE/COUNTY-  SD/MEADE
 PU0067  COUNTRY     -  US
 PU0067  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0067
 PU0067                         *CURRENT SURVEY CONTROL
 PU0067  ______________________________________________________________________
 PU0067* NAD 83(1986) POSITION- 44 54 24.     (N) 102 16 10.     (W)   SCALED
 PU0067* NAVD 88 ORTHO HEIGHT -   779.361 (meters)     2556.95  (feet) ADJUSTED
 PU0067  ______________________________________________________________________
 PU0067  GEOID HEIGHT    -        -18.995 (meters)                     GEOID18
 PU0067  DYNAMIC HEIGHT  -        779.195 (meters)     2556.41  (feet) COMP
 PU0067  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 PU0067
 PU0067  VERT ORDER      -  SECOND    CLASS 0
 PU0067
 PU0067.The horizontal coordinates were scaled from a map and have
 PU0067.an estimated accuracy of +/- 6 seconds.
 PU0067
 PU0067.The orthometric height was determined by differential leveling and
 PU0067.adjusted by the NATIONAL GEODETIC SURVEY
 PU0067.in June 1991.
 PU0067
 PU0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0067.GEOID18 height accuracy estimate available here.
 PU0067
 PU0067.Click photographs - Photos may exist for this station.
 PU0067
 PU0067.The dynamic height is computed by dividing the NAVD 88
 PU0067.geopotential number by the normal gravity value computed on the
 PU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0067.degrees latitude (g = 980.6199 gals.).
 PU0067
 PU0067.The modeled gravity was interpolated from observed gravity values.
 PU0067
 PU0067;                    North         East    Units  Estimated Accuracy
 PU0067;SPC SD N     -   121,780.      420,810.      MT  (+/- 180 meters Scaled)
 PU0067
 PU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK155762(NAD 83)
 PU0067
 PU0067                          SUPERSEDED SURVEY CONTROL
 PU0067
 PU0067  NGVD 29 (??/??/92)  778.901  (m)         2555.44   (f) ADJ UNCH    2 0
 PU0067
 PU0067.Superseded values are not recommended for survey control.
 PU0067
 PU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0067.See file dsdata.pdf to determine how the superseded data were derived.
 PU0067
 PU0067_MARKER: DB = BENCH MARK DISK
 PU0067_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0067_STAMPING: H 395 1963
 PU0067_MARK LOGO: CGS
 PU0067_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0067_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0067_ROD/PIPE-DEPTH: 3.7 meters
 PU0067
 PU0067  HISTORY     - Date     Condition        Report By
 PU0067  HISTORY     - 1963     MONUMENTED       CGS
 PU0067
 PU0067                          STATION DESCRIPTION
 PU0067
 PU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0067'11.8 MI E FROM OPAL.
 PU0067'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0067'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0067'THENCE 7.0 MILES EAST ALONG A GRAVELED ROAD, 0.3 MILE EAST OF A
 PU0067'WOODED RAVINE, 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8
 PU0067'INCHES NORTH OF A FENCE, 0.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 PU0067'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 PU0067'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET AND ENCASED IN A
 PU0067'6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0360 ***********************************************************************
 OT0360  DESIGNATION -  H 396
 OT0360  PID         -  OT0360
 OT0360  STATE/COUNTY-  SD/FALL RIVER
 OT0360  COUNTRY     -  US
 OT0360  USGS QUAD   -  HOT SPRINGS (2017)
 OT0360
 OT0360                         *CURRENT SURVEY CONTROL
 OT0360  ______________________________________________________________________
 OT0360* NAD 83(1986) POSITION- 43 24 39.     (N) 103 23 34.     (W)   SCALED
 OT0360* NAVD 88 ORTHO HEIGHT -  1004.164 (meters)     3294.49  (feet) ADJUSTED
 OT0360  ______________________________________________________________________
 OT0360  GEOID HEIGHT    -        -15.994 (meters)                     GEOID18
 OT0360  DYNAMIC HEIGHT  -       1003.759 (meters)     3293.17  (feet) COMP
 OT0360  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 OT0360
 OT0360  VERT ORDER      -  FIRST     CLASS II
 OT0360
 OT0360.The horizontal coordinates were scaled from a map and have
 OT0360.an estimated accuracy of +/- 6 seconds.
 OT0360
 OT0360.The orthometric height was determined by differential leveling and
 OT0360.adjusted by the NATIONAL GEODETIC SURVEY
 OT0360.in June 1991.
 OT0360
 OT0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0360.GEOID18 height accuracy estimate available here.
 OT0360
 OT0360.Click photographs - Photos may exist for this station.
 OT0360
 OT0360.The dynamic height is computed by dividing the NAVD 88
 OT0360.geopotential number by the normal gravity value computed on the
 OT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0360.degrees latitude (g = 980.6199 gals.).
 OT0360
 OT0360.The modeled gravity was interpolated from observed gravity values.
 OT0360
 OT0360;                    North         East    Units  Estimated Accuracy
 OT0360;SPC SD S     -   124,260.      352,280.      MT  (+/- 180 meters Scaled)
 OT0360
 OT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ301076(NAD 83)
 OT0360
 OT0360                          SUPERSEDED SURVEY CONTROL
 OT0360
 OT0360  NGVD 29 (??/??/92) 1003.672  (m)         3292.88   (f) ADJ UNCH    1 2
 OT0360
 OT0360.Superseded values are not recommended for survey control.
 OT0360
 OT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0360.See file dsdata.pdf to determine how the superseded data were derived.
 OT0360
 OT0360_MARKER: DB = BENCH MARK DISK
 OT0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0360_STAMPING: H 396 1963
 OT0360_MARK LOGO: CGS
 OT0360_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0360+STABILITY: SURFACE MOTION
 OT0360
 OT0360  HISTORY     - Date     Condition        Report By
 OT0360  HISTORY     - 1963     MONUMENTED       CGS
 OT0360  HISTORY     - 1985     GOOD             NGS
 OT0360
 OT0360                          STATION DESCRIPTION
 OT0360
 OT0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0360'5.8 MI SE FROM HOT SPRINGS.
 OT0360'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 385 AND 18 FROM THE POST
 OT0360'OFFICE AT HOT SPRINGS, THENCE 0.85 MILE NORTH ALONG STATE HIGHWAY
 OT0360'79, OR 0.1 MILE SOUTH ALONG SOUTH SECOND STREET FROM THE SOUTHERN
 OT0360'HILLS BANK AT BUFFALO GAP, THENCE 0.7 MILE WEST ALONG A GRAVELED
 OT0360'ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A PAVED ROAD, THENCE 6.1
 OT0360'MILES SOUTH ALONG STATE HIGHWAY 79, IN SECTION 27, T 7 S, R 6 E,
 OT0360'100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH
 OT0360'OF THE CENTER OF A GATE, 1 1/2 FEET EAST OF A FENCE, 1.6 FEET
 OT0360'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 OT0360'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0360'4 INCHES.
 OT0360
 OT0360                          STATION RECOVERY (1985)
 OT0360
 OT0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0360'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.05
 OT0360'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0360'SPRINGS, THENCE 1.3 KM (0.8 MI) NORTHEAST ALONG STATE HIGHWAY 79, 0.7
 OT0360'KM (0.45 MI) SOUTHWEST OF MILEPOST 23, 30.5 METERS (100 FT) NORTHWEST
 OT0360'OF THE HIGHWAY CENTERLINE, 1.2 METERS (4 FT) SOUTHWEST OF THE
 OT0360'SOUTHWEST END OF A WIRE GATE AND 0.5 METER (1.5 FT) SOUTHEAST OF THE
 OT0360'RIGHT-OF-WAY FENCE.
 OT0360'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 OT0360'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0691 ***********************************************************************
 PU0691  DESIGNATION -  H 4 B 2
 PU0691  PID         -  PU0691
 PU0691  STATE/COUNTY-  SD/MEADE
 PU0691  COUNTRY     -  US
 PU0691  USGS QUAD   -  HAYDRAW (2017)
 PU0691
 PU0691                         *CURRENT SURVEY CONTROL
 PU0691  ______________________________________________________________________
 PU0691* NAD 83(1986) POSITION- 44 29 29.     (N) 102 41 18.     (W)   SCALED
 PU0691* NAVD 88 ORTHO HEIGHT -   849.998 (meters)     2788.70  (feet) ADJUSTED
 PU0691  ______________________________________________________________________
 PU0691  GEOID HEIGHT    -        -18.186 (meters)                     GEOID18
 PU0691  DYNAMIC HEIGHT  -        849.763 (meters)     2787.93  (feet) COMP
 PU0691  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 PU0691
 PU0691  VERT ORDER      -  SECOND    CLASS 0
 PU0691
 PU0691.The horizontal coordinates were scaled from a map and have
 PU0691.an estimated accuracy of +/- 6 seconds.
 PU0691
 PU0691.The orthometric height was determined by differential leveling and
 PU0691.adjusted by the NATIONAL GEODETIC SURVEY
 PU0691.in June 1991.
 PU0691
 PU0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0691.GEOID18 height accuracy estimate available here.
 PU0691
 PU0691.Click photographs - Photos may exist for this station.
 PU0691
 PU0691.The dynamic height is computed by dividing the NAVD 88
 PU0691.geopotential number by the normal gravity value computed on the
 PU0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0691.degrees latitude (g = 980.6199 gals.).
 PU0691
 PU0691.The modeled gravity was interpolated from observed gravity values.
 PU0691
 PU0691;                    North         East    Units  Estimated Accuracy
 PU0691;SPC SD N     -    76,680.      386,210.      MT  (+/- 180 meters Scaled)
 PU0691
 PU0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK838290(NAD 83)
 PU0691
 PU0691                          SUPERSEDED SURVEY CONTROL
 PU0691
 PU0691  NGVD 29 (??/??/92)  849.52   (m)         2787.1    (f) COMPUTED    2 0
 PU0691
 PU0691.Superseded values are not recommended for survey control.
 PU0691
 PU0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0691.See file dsdata.pdf to determine how the superseded data were derived.
 PU0691
 PU0691_MARKER: Z = SEE DESCRIPTION
 PU0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0691_SP_SET: PIER
 PU0691_STAMPING: H 4 B 2
 PU0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0691
 PU0691  HISTORY     - Date     Condition        Report By
 PU0691  HISTORY     - UNK      MONUMENTED       USAF
 PU0691  HISTORY     - 1962     GOOD             CGS
 PU0691
 PU0691                          STATION DESCRIPTION
 PU0691
 PU0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0691'5.8 MI S FROM UNION CENTER.
 PU0691'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0691'CENTER, THENCE 4.85 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 PU0691'0.25 MILE WEST-SOUTHWEST ACROSS A PASTURE, THE CENTER OF A
 PU0691'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0691'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0814 ***********************************************************************
 PU0814  DESIGNATION -  H 401
 PU0814  PID         -  PU0814
 PU0814  STATE/COUNTY-  SD/MEADE
 PU0814  COUNTRY     -  US
 PU0814  USGS QUAD   -  STONEVILLE (2017)
 PU0814
 PU0814                         *CURRENT SURVEY CONTROL
 PU0814  ______________________________________________________________________
 PU0814* NAD 83(1986) POSITION- 44 41 26.     (N) 102 39 14.     (W)   SCALED
 PU0814* NAVD 88 ORTHO HEIGHT -   916.556 (meters)     3007.07  (feet) ADJUSTED
 PU0814  ______________________________________________________________________
 PU0814  GEOID HEIGHT    -        -18.067 (meters)                     GEOID18
 PU0814  DYNAMIC HEIGHT  -        916.319 (meters)     3006.29  (feet) COMP
 PU0814  MODELED GRAVITY -    980,328.1   (mgal)                       NAVD 88
 PU0814
 PU0814  VERT ORDER      -  SECOND    CLASS 0
 PU0814
 PU0814.The horizontal coordinates were scaled from a map and have
 PU0814.an estimated accuracy of +/- 6 seconds.
 PU0814
 PU0814.The orthometric height was determined by differential leveling and
 PU0814.adjusted by the NATIONAL GEODETIC SURVEY
 PU0814.in June 1991.
 PU0814
 PU0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0814.GEOID18 height accuracy estimate available here.
 PU0814
 PU0814.Click photographs - Photos may exist for this station.
 PU0814
 PU0814.The dynamic height is computed by dividing the NAVD 88
 PU0814.geopotential number by the normal gravity value computed on the
 PU0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0814.degrees latitude (g = 980.6199 gals.).
 PU0814
 PU0814.The modeled gravity was interpolated from observed gravity values.
 PU0814
 PU0814;                    North         East    Units  Estimated Accuracy
 PU0814;SPC SD N     -    98,700.      389,670.      MT  (+/- 180 meters Scaled)
 PU0814
 PU0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK859512(NAD 83)
 PU0814
 PU0814                          SUPERSEDED SURVEY CONTROL
 PU0814
 PU0814  NGVD 29 (??/??/92)  916.076  (m)         3005.49   (f) ADJ UNCH    2 0
 PU0814
 PU0814.Superseded values are not recommended for survey control.
 PU0814
 PU0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0814.See file dsdata.pdf to determine how the superseded data were derived.
 PU0814
 PU0814_MARKER: DB = BENCH MARK DISK
 PU0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0814_STAMPING: H 401 1962
 PU0814_MARK LOGO: CGS
 PU0814_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0814+STABILITY: SURFACE MOTION
 PU0814
 PU0814  HISTORY     - Date     Condition        Report By
 PU0814  HISTORY     - 1962     MONUMENTED       CGS
 PU0814
 PU0814                          STATION DESCRIPTION
 PU0814
 PU0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0814'3 MI S FROM STONEVILLE.
 PU0814'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0814'STONEVILLE, 60 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 PU0814'GRADED ROAD EAST, 51 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0814'30 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 4 FEET
 PU0814'SOUTH-SOUTHWEST OF A POWER POLE, 22 FEET EAST OF A FENCE, 2.0
 PU0814'FEET EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD,
 PU0814'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU0814'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0191 ***********************************************************************
 QT0191  DESIGNATION -  H 402
 QT0191  PID         -  QT0191
 QT0191  STATE/COUNTY-  SD/MEADE
 QT0191  COUNTRY     -  US
 QT0191  USGS QUAD   -  MAURINE (2017)
 QT0191
 QT0191                         *CURRENT SURVEY CONTROL
 QT0191  ______________________________________________________________________
 QT0191* NAD 83(1986) POSITION- 45 01 20.     (N) 102 35 39.     (W)   SCALED
 QT0191* NAVD 88 ORTHO HEIGHT -   874.587 (meters)     2869.37  (feet) ADJUSTED
 QT0191  ______________________________________________________________________
 QT0191  GEOID HEIGHT    -        -18.023 (meters)                     GEOID18
 QT0191  DYNAMIC HEIGHT  -        874.400 (meters)     2868.76  (feet) COMP
 QT0191  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 QT0191
 QT0191  VERT ORDER      -  FIRST     CLASS II
 QT0191
 QT0191.The horizontal coordinates were scaled from a map and have
 QT0191.an estimated accuracy of +/- 6 seconds.
 QT0191
 QT0191.The orthometric height was determined by differential leveling and
 QT0191.adjusted by the NATIONAL GEODETIC SURVEY
 QT0191.in July 1998.
 QT0191
 QT0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0191.GEOID18 height accuracy estimate available here.
 QT0191
 QT0191.Click photographs - Photos may exist for this station.
 QT0191
 QT0191.The dynamic height is computed by dividing the NAVD 88
 QT0191.geopotential number by the normal gravity value computed on the
 QT0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0191.degrees latitude (g = 980.6199 gals.).
 QT0191
 QT0191.The modeled gravity was interpolated from observed gravity values.
 QT0191
 QT0191;                    North         East    Units  Estimated Accuracy
 QT0191;SPC SD N     -   135,390.      395,590.      MT  (+/- 180 meters Scaled)
 QT0191
 QT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK895882(NAD 83)
 QT0191
 QT0191                          SUPERSEDED SURVEY CONTROL
 QT0191
 QT0191  NAVD 88 (06/15/91)  874.614  (m)         2869.46   (f) SUPERSEDED  1 2
 QT0191  NGVD 29 (??/??/92)  874.146  (m)         2867.93   (f) ADJ UNCH    1 2
 QT0191
 QT0191.Superseded values are not recommended for survey control.
 QT0191
 QT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0191.See file dsdata.pdf to determine how the superseded data were derived.
 QT0191
 QT0191_MARKER: DB = BENCH MARK DISK
 QT0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0191_STAMPING: H 402 1962
 QT0191_MARK LOGO: CGS
 QT0191_PROJECTION: FLUSH
 QT0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0191+STABILITY: SURFACE MOTION
 QT0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0191+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0191
 QT0191  HISTORY     - Date     Condition        Report By
 QT0191  HISTORY     - 1962     MONUMENTED       CGS
 QT0191  HISTORY     - 1966     GOOD             CGS
 QT0191  HISTORY     - 19960425 GOOD             NGS
 QT0191
 QT0191                          STATION DESCRIPTION
 QT0191
 QT0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0191'AT MAURINE.
 QT0191'AT MAURINE, ABOUT 100 FEET NORTH AND ACROSS THE HIGHWAY FROM THE
 QT0191'STORE, AT THE SOUTHEAST CORNER OF A FENCE AROUND A POWER SUBSTATION,
 QT0191'73 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY
 QT0191'212 AND A DIRT ROAD NORTH, 54 FEET NORTH OF THE CENTER LINE OF
 QT0191'THE HIGHWAY, 47 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6
 QT0191'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 2
 QT0191'FEET LOWER THEN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QT0191'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QT0191
 QT0191                          STATION RECOVERY (1966)
 QT0191
 QT0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0191'RECOVERED IN GOOD CONDITION.
 QT0191
 QT0191                          STATION RECOVERY (1996)
 QT0191
 QT0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0191'22.8 KM (14.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0191'OFFICE IN MUD BUTTE, 204.0 M (669.3 FT) EAST OF MILEPOST 87, 18.0 M
 QT0191'(59.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SUB-STATION, 16.6 M
 QT0191'(54.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) WEST OF
 QT0191'THE CENTERLINE OF A PAVED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QT0191'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 QT0191'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0781 ***********************************************************************
 PU0781  DESIGNATION -  H 403
 PU0781  PID         -  PU0781
 PU0781  STATE/COUNTY-  SD/MEADE
 PU0781  COUNTRY     -  US
 PU0781  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0781
 PU0781                         *CURRENT SURVEY CONTROL
 PU0781  ______________________________________________________________________
 PU0781* NAD 83(1986) POSITION- 44 59 38.     (N) 102 39 17.     (W)   SCALED
 PU0781* NAVD 88 ORTHO HEIGHT -   868.099 (meters)     2848.09  (feet) ADJUSTED
 PU0781  ______________________________________________________________________
 PU0781  GEOID HEIGHT    -        -17.894 (meters)                     GEOID18
 PU0781  DYNAMIC HEIGHT  -        867.905 (meters)     2847.45  (feet) COMP
 PU0781  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 PU0781
 PU0781  VERT ORDER      -  SECOND    CLASS 0
 PU0781
 PU0781.The horizontal coordinates were scaled from a map and have
 PU0781.an estimated accuracy of +/- 6 seconds.
 PU0781
 PU0781.The orthometric height was determined by differential leveling and
 PU0781.adjusted by the NATIONAL GEODETIC SURVEY
 PU0781.in June 1991.
 PU0781
 PU0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0781.GEOID18 height accuracy estimate available here.
 PU0781
 PU0781.Click photographs - Photos may exist for this station.
 PU0781
 PU0781.The dynamic height is computed by dividing the NAVD 88
 PU0781.geopotential number by the normal gravity value computed on the
 PU0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0781.degrees latitude (g = 980.6199 gals.).
 PU0781
 PU0781.The modeled gravity was interpolated from observed gravity values.
 PU0781
 PU0781;                    North         East    Units  Estimated Accuracy
 PU0781;SPC SD N     -   132,400.      390,710.      MT  (+/- 180 meters Scaled)
 PU0781
 PU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK848849(NAD 83)
 PU0781
 PU0781                          SUPERSEDED SURVEY CONTROL
 PU0781
 PU0781  NGVD 29 (??/??/92)  867.623  (m)         2846.53   (f) ADJ UNCH    2 0
 PU0781
 PU0781.Superseded values are not recommended for survey control.
 PU0781
 PU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0781.See file dsdata.pdf to determine how the superseded data were derived.
 PU0781
 PU0781_MARKER: DB = BENCH MARK DISK
 PU0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0781_STAMPING: H 403 1962
 PU0781_MARK LOGO: CGS
 PU0781_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0781+STABILITY: SURFACE MOTION
 PU0781
 PU0781  HISTORY     - Date     Condition        Report By
 PU0781  HISTORY     - 1962     MONUMENTED       CGS
 PU0781
 PU0781                          STATION DESCRIPTION
 PU0781
 PU0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0781'5 MI SW FROM MAURINE.
 PU0781'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0781'THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, 50 FEET WEST OF
 PU0781'THE CENTER LINE OF THE ROAD, 35 FEET NORTH OF A POWER POLE, 18
 PU0781'FEET SOUTH OF THE CENTER OF A GATE, 1.6 FEET EAST OF A FENCE,
 PU0781'2.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 PU0781'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PU0781'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0730 ***********************************************************************
 PU0730  DESIGNATION -  H 404
 PU0730  PID         -  PU0730
 PU0730  STATE/COUNTY-  SD/MEADE
 PU0730  COUNTRY     -  US
 PU0730  USGS QUAD   -  CAMP CREEK (2017)
 PU0730
 PU0730                         *CURRENT SURVEY CONTROL
 PU0730  ______________________________________________________________________
 PU0730* NAD 83(1986) POSITION- 44 55 15.     (N) 102 52 37.     (W)   SCALED
 PU0730* NAVD 88 ORTHO HEIGHT -   828.093 (meters)     2716.84  (feet) ADJUSTED
 PU0730  ______________________________________________________________________
 PU0730  GEOID HEIGHT    -        -17.449 (meters)                     GEOID18
 PU0730  DYNAMIC HEIGHT  -        827.918 (meters)     2716.26  (feet) COMP
 PU0730  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 PU0730
 PU0730  VERT ORDER      -  SECOND    CLASS 0
 PU0730
 PU0730.The horizontal coordinates were scaled from a map and have
 PU0730.an estimated accuracy of +/- 6 seconds.
 PU0730
 PU0730.The orthometric height was determined by differential leveling and
 PU0730.adjusted by the NATIONAL GEODETIC SURVEY
 PU0730.in June 1991.
 PU0730
 PU0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0730.GEOID18 height accuracy estimate available here.
 PU0730
 PU0730.Click photographs - Photos may exist for this station.
 PU0730
 PU0730.The dynamic height is computed by dividing the NAVD 88
 PU0730.geopotential number by the normal gravity value computed on the
 PU0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0730.degrees latitude (g = 980.6199 gals.).
 PU0730
 PU0730.The modeled gravity was interpolated from observed gravity values.
 PU0730
 PU0730;                    North         East    Units  Estimated Accuracy
 PU0730;SPC SD N     -   124,880.      372,910.      MT  (+/- 180 meters Scaled)
 PU0730
 PU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK675763(NAD 83)
 PU0730
 PU0730                          SUPERSEDED SURVEY CONTROL
 PU0730
 PU0730  NGVD 29 (??/??/92)  827.626  (m)         2715.30   (f) ADJ UNCH    2 0
 PU0730
 PU0730.Superseded values are not recommended for survey control.
 PU0730
 PU0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0730.See file dsdata.pdf to determine how the superseded data were derived.
 PU0730
 PU0730_MARKER: DB = BENCH MARK DISK
 PU0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0730_STAMPING: H 404 1962
 PU0730_MARK LOGO: CGS
 PU0730_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0730+STABILITY: SURFACE MOTION
 PU0730
 PU0730  HISTORY     - Date     Condition        Report By
 PU0730  HISTORY     - 1962     MONUMENTED       CGS
 PU0730
 PU0730                          STATION DESCRIPTION
 PU0730
 PU0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0730'4 MI N FROM SULPHUR.
 PU0730'4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT SULPHUR,
 PU0730'6.2 MILES SOUTH OF MUD BUTTE, 41 FEET EAST OF THE CENTER
 PU0730'LINE OF THE ROAD, 3 FEET WEST OF A TELEPHONE POLE, 2.0 FEET
 PU0730'WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT
 PU0730'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0730'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0978 ***********************************************************************
 PU0978  DESIGNATION -  H 405
 PU0978  PID         -  PU0978
 PU0978  STATE/COUNTY-  SD/MEADE
 PU0978  COUNTRY     -  US
 PU0978  USGS QUAD   -  OPAL WEST (2017)
 PU0978
 PU0978                         *CURRENT SURVEY CONTROL
 PU0978  ______________________________________________________________________
 PU0978* NAD 83(1986) POSITION- 44 53 34.     (N) 102 31 57.     (W)   SCALED
 PU0978* NAVD 88 ORTHO HEIGHT -   828.649 (meters)     2718.66  (feet) ADJUSTED
 PU0978  ______________________________________________________________________
 PU0978  GEOID HEIGHT    -        -18.266 (meters)                     GEOID18
 PU0978  DYNAMIC HEIGHT  -        828.470 (meters)     2718.07  (feet) COMP
 PU0978  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 PU0978
 PU0978  VERT ORDER      -  SECOND    CLASS 0
 PU0978
 PU0978.The horizontal coordinates were scaled from a map and have
 PU0978.an estimated accuracy of +/- 6 seconds.
 PU0978
 PU0978.The orthometric height was determined by differential leveling and
 PU0978.adjusted by the NATIONAL GEODETIC SURVEY
 PU0978.in June 1991.
 PU0978
 PU0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0978.GEOID18 height accuracy estimate available here.
 PU0978
 PU0978.Click photographs - Photos may exist for this station.
 PU0978
 PU0978.The dynamic height is computed by dividing the NAVD 88
 PU0978.geopotential number by the normal gravity value computed on the
 PU0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0978.degrees latitude (g = 980.6199 gals.).
 PU0978
 PU0978.The modeled gravity was interpolated from observed gravity values.
 PU0978
 PU0978;                    North         East    Units  Estimated Accuracy
 PU0978;SPC SD N     -   120,860.      399,990.      MT  (+/- 180 meters Scaled)
 PU0978
 PU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK948740(NAD 83)
 PU0978
 PU0978                          SUPERSEDED SURVEY CONTROL
 PU0978
 PU0978  NGVD 29 (??/??/92)  828.188  (m)         2717.15   (f) ADJ UNCH    2 0
 PU0978
 PU0978.Superseded values are not recommended for survey control.
 PU0978
 PU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0978.See file dsdata.pdf to determine how the superseded data were derived.
 PU0978
 PU0978_MARKER: DB = BENCH MARK DISK
 PU0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0978_STAMPING: H 405 1962
 PU0978_MARK LOGO: CGS
 PU0978_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0978+STABILITY: SURFACE MOTION
 PU0978
 PU0978  HISTORY     - Date     Condition        Report By
 PU0978  HISTORY     - 1962     MONUMENTED       CGS
 PU0978
 PU0978                          STATION DESCRIPTION
 PU0978
 PU0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0978'2.2 MI W FROM OPAL.
 PU0978'2.2 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0978'0.2 MILE EAST OF OPAL COMMUNITY CHURCH, AT THE JUNCTION OF A
 PU0978'DIRT ROAD SOUTH, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0978'49 1/2 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH,
 PU0978'27 FEET EAST OF THE EAST END OF A GATE, 1 1/2 FEET WEST OF A
 PU0978'POWER POLE, 5.0 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS
 PU0978'POST, ABOUT LEVEL WITH THE ROADS AND IN THE TOP OF A CONCRETE
 PU0978'POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1712 ***********************************************************************
 PU1712  DESIGNATION -  H 406
 PU1712  PID         -  PU1712
 PU1712  STATE/COUNTY-  SD/LAWRENCE
 PU1712  COUNTRY     -  US
 PU1712  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1712
 PU1712                         *CURRENT SURVEY CONTROL
 PU1712  ______________________________________________________________________
 PU1712* NAD 83(1986) POSITION- 44 26 24.     (N) 103 38 42.     (W)   SCALED
 PU1712* NAVD 88 ORTHO HEIGHT -  1172.455 (meters)     3846.63  (feet) ADJUSTED
 PU1712  ______________________________________________________________________
 PU1712  GEOID HEIGHT    -        -14.800 (meters)                     GEOID18
 PU1712  DYNAMIC HEIGHT  -       1172.053 (meters)     3845.31  (feet) COMP
 PU1712  MODELED GRAVITY -    980,234.2   (mgal)                       NAVD 88
 PU1712
 PU1712  VERT ORDER      -  SECOND    CLASS 0
 PU1712
 PU1712.The horizontal coordinates were scaled from a map and have
 PU1712.an estimated accuracy of +/- 6 seconds.
 PU1712
 PU1712.The orthometric height was determined by differential leveling and
 PU1712.adjusted by the NATIONAL GEODETIC SURVEY
 PU1712.in June 1991.
 PU1712
 PU1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1712.GEOID18 height accuracy estimate available here.
 PU1712
 PU1712.Click photographs - Photos may exist for this station.
 PU1712
 PU1712.The dynamic height is computed by dividing the NAVD 88
 PU1712.geopotential number by the normal gravity value computed on the
 PU1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1712.degrees latitude (g = 980.6199 gals.).
 PU1712
 PU1712.The modeled gravity was interpolated from observed gravity values.
 PU1712
 PU1712;                    North         East    Units  Estimated Accuracy
 PU1712;SPC SD N     -    73,950.      309,920.      MT  (+/- 180 meters Scaled)
 PU1712
 PU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK078216(NAD 83)
 PU1712
 PU1712                          SUPERSEDED SURVEY CONTROL
 PU1712
 PU1712  NGVD 29 (??/??/92) 1171.910  (m)         3844.84   (f) ADJ UNCH    2 0
 PU1712
 PU1712.Superseded values are not recommended for survey control.
 PU1712
 PU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1712.See file dsdata.pdf to determine how the superseded data were derived.
 PU1712
 PU1712_MARKER: DB = BENCH MARK DISK
 PU1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1712_STAMPING: H 406 1962
 PU1712_MARK LOGO: CGS
 PU1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1712+STABILITY: SURFACE MOTION
 PU1712
 PU1712  HISTORY     - Date     Condition        Report By
 PU1712  HISTORY     - 1962     MONUMENTED       CGS
 PU1712
 PU1712                          STATION DESCRIPTION
 PU1712
 PU1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1712'2.4 MI S FROM WHITEWOOD.
 PU1712'2.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE CHICAGO AND NORTH
 PU1712'WESTERN RAILWAY STATION AT WHITEWOOD, 24 FEET NORTH OF THE CENTER
 PU1712'LINE OF THE ROAD, 18 FEET NORTHEAST OF TELEPHONE POLE 8, 1.5
 PU1712'FEET SOUTH OF A FENCE, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 PU1712'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 PU1712'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1123 ***********************************************************************
 PU1123  DESIGNATION -  H 407
 PU1123  PID         -  PU1123
 PU1123  STATE/COUNTY-  SD/BUTTE
 PU1123  COUNTRY     -  US
 PU1123  USGS QUAD   -  VALE (2017)
 PU1123
 PU1123                         *CURRENT SURVEY CONTROL
 PU1123  ______________________________________________________________________
 PU1123* NAD 83(1986) POSITION- 44 37 08.     (N) 103 26 49.     (W)   SCALED
 PU1123* NAVD 88 ORTHO HEIGHT -   858.912 (meters)     2817.95  (feet) ADJUSTED
 PU1123  ______________________________________________________________________
 PU1123  GEOID HEIGHT    -        -16.196 (meters)                     GEOID18
 PU1123  DYNAMIC HEIGHT  -        858.684 (meters)     2817.20  (feet) COMP
 PU1123  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 PU1123
 PU1123  VERT ORDER      -  SECOND    CLASS 0
 PU1123
 PU1123.The horizontal coordinates were scaled from a map and have
 PU1123.an estimated accuracy of +/- 6 seconds.
 PU1123
 PU1123.The orthometric height was determined by differential leveling and
 PU1123.adjusted by the NATIONAL GEODETIC SURVEY
 PU1123.in June 1991.
 PU1123
 PU1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1123.GEOID18 height accuracy estimate available here.
 PU1123
 PU1123.Click photographs - Photos may exist for this station.
 PU1123
 PU1123.The dynamic height is computed by dividing the NAVD 88
 PU1123.geopotential number by the normal gravity value computed on the
 PU1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1123.degrees latitude (g = 980.6199 gals.).
 PU1123
 PU1123.The modeled gravity was interpolated from observed gravity values.
 PU1123
 PU1123;                    North         East    Units  Estimated Accuracy
 PU1123;SPC SD N     -    93,120.      326,520.      MT  (+/- 180 meters Scaled)
 PU1123
 PU1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK232417(NAD 83)
 PU1123
 PU1123                          SUPERSEDED SURVEY CONTROL
 PU1123
 PU1123  NGVD 29 (??/??/92)  858.427  (m)         2816.36   (f) ADJ UNCH    2 0
 PU1123
 PU1123.Superseded values are not recommended for survey control.
 PU1123
 PU1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1123.See file dsdata.pdf to determine how the superseded data were derived.
 PU1123
 PU1123_MARKER: DB = BENCH MARK DISK
 PU1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1123_STAMPING: H 407 1962
 PU1123_MARK LOGO: CGS
 PU1123_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1123+STABILITY: SURFACE MOTION
 PU1123
 PU1123  HISTORY     - Date     Condition        Report By
 PU1123  HISTORY     - 1962     MONUMENTED       CGS
 PU1123
 PU1123                          STATION DESCRIPTION
 PU1123
 PU1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1123'2.3 MI W FROM VALE.
 PU1123'2.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1123'0.5 MILE WEST OF A CEMETERY, 32 1/2 FEET SOUTH OF THE CENTER
 PU1123'LINE OF THE ROAD, 63 FEET WEST OF THE CENTER LINE OF A ROAD
 PU1123'SOUTH, 2.0 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A WITNESS
 PU1123'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU1123'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1168 ***********************************************************************
 PU1168  DESIGNATION -  H 408
 PU1168  PID         -  PU1168
 PU1168  STATE/COUNTY-  SD/BUTTE
 PU1168  COUNTRY     -  US
 PU1168  USGS QUAD   -  VALE SE (2017)
 PU1168
 PU1168                         *CURRENT SURVEY CONTROL
 PU1168  ______________________________________________________________________
 PU1168* NAD 83(1986) POSITION- 44 37 09.     (N) 103 20 10.     (W)   SCALED
 PU1168* NAVD 88 ORTHO HEIGHT -   856.243 (meters)     2809.19  (feet) ADJUSTED
 PU1168  ______________________________________________________________________
 PU1168  GEOID HEIGHT    -        -16.490 (meters)                     GEOID18
 PU1168  DYNAMIC HEIGHT  -        856.019 (meters)     2808.46  (feet) COMP
 PU1168  MODELED GRAVITY -    980,326.3   (mgal)                       NAVD 88
 PU1168
 PU1168  VERT ORDER      -  SECOND    CLASS 0
 PU1168
 PU1168.The horizontal coordinates were scaled from a map and have
 PU1168.an estimated accuracy of +/- 6 seconds.
 PU1168
 PU1168.The orthometric height was determined by differential leveling and
 PU1168.adjusted by the NATIONAL GEODETIC SURVEY
 PU1168.in June 1991.
 PU1168
 PU1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1168.GEOID18 height accuracy estimate available here.
 PU1168
 PU1168.Click photographs - Photos may exist for this station.
 PU1168
 PU1168.The dynamic height is computed by dividing the NAVD 88
 PU1168.geopotential number by the normal gravity value computed on the
 PU1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1168.degrees latitude (g = 980.6199 gals.).
 PU1168
 PU1168.The modeled gravity was interpolated from observed gravity values.
 PU1168
 PU1168;                    North         East    Units  Estimated Accuracy
 PU1168;SPC SD N     -    92,780.      335,310.      MT  (+/- 180 meters Scaled)
 PU1168
 PU1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK320419(NAD 83)
 PU1168
 PU1168                          SUPERSEDED SURVEY CONTROL
 PU1168
 PU1168  NGVD 29 (??/??/92)  855.761  (m)         2807.61   (f) ADJ UNCH    2 0
 PU1168
 PU1168.Superseded values are not recommended for survey control.
 PU1168
 PU1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1168.See file dsdata.pdf to determine how the superseded data were derived.
 PU1168
 PU1168_MARKER: DB = BENCH MARK DISK
 PU1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1168_STAMPING: H 408 1962
 PU1168_MARK LOGO: CGS
 PU1168_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1168+STABILITY: SURFACE MOTION
 PU1168
 PU1168  HISTORY     - Date     Condition        Report By
 PU1168  HISTORY     - 1962     MONUMENTED       CGS
 PU1168
 PU1168                          STATION DESCRIPTION
 PU1168
 PU1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1168'3.4 MI E FROM VALE.
 PU1168'3.4 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, 29 FEET
 PU1168'NORTH OF THE CENTER LINE OF THE ROAD, 28.4 FEET NORTHEAST OF THE
 PU1168'EAST END OF THE NORTH HEAD WALL OF A CONCRETE CULVERT OVER A CANAL,
 PU1168'10 1/2 FEET EAST OF A FENCE JUNCTION, 3.0 FEET SOUTH OF A FENCE,
 PU1168'2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD
 PU1168'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1169 ***********************************************************************
 PU1169  DESIGNATION -  H 408 RESET
 PU1169  PID         -  PU1169
 PU1169  STATE/COUNTY-  SD/BUTTE
 PU1169  COUNTRY     -  US
 PU1169  USGS QUAD   -  VALE SE (2017)
 PU1169
 PU1169                         *CURRENT SURVEY CONTROL
 PU1169  ______________________________________________________________________
 PU1169* NAD 83(1986) POSITION- 44 37 09.     (N) 103 20 10.     (W)   SCALED
 PU1169* NAVD 88 ORTHO HEIGHT -   857.03  (+/-2cm)     2811.8   (feet) VERTCON3
 PU1169  ______________________________________________________________________
 PU1169  GEOID HEIGHT    -        -16.490 (meters)                     GEOID18
 PU1169  VERT ORDER      -  THIRD (See Below)
 PU1169
 PU1169.The horizontal coordinates were scaled from a map and have
 PU1169.an estimated accuracy of +/- 6 seconds.
 PU1169
 PU1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1169
 PU1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1169.GEOID18 height accuracy estimate available here.
 PU1169
 PU1169.The vertical order pertains to the NGVD 29 superseded value.
 PU1169
 PU1169.Click photographs - Photos may exist for this station.
 PU1169
 PU1169;                    North         East    Units  Estimated Accuracy
 PU1169;SPC SD N     -    92,780.      335,310.      MT  (+/- 180 meters Scaled)
 PU1169
 PU1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK320419(NAD 83)
 PU1169
 PU1169                          SUPERSEDED SURVEY CONTROL
 PU1169
 PU1169  NGVD 29 (??/??/??)  856.55   (m)         2810.2    (f) RESET       3  
 PU1169
 PU1169.Superseded values are not recommended for survey control.
 PU1169
 PU1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1169.See file dsdata.pdf to determine how the superseded data were derived.
 PU1169
 PU1169_MARKER: DB = BENCH MARK DISK
 PU1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1169_STAMPING: H 408 RESET 1963
 PU1169_MARK LOGO: CGS
 PU1169_PROJECTION: PROJECTING 5 CENTIMETERS
 PU1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1169+STABILITY: SURFACE MOTION
 PU1169
 PU1169  HISTORY     - Date     Condition        Report By
 PU1169  HISTORY     - 1963     MONUMENTED       CGS
 PU1169
 PU1169                          STATION DESCRIPTION
 PU1169
 PU1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1169'3.4 MI E FROM VALE.
 PU1169'3.4 MILES EAST ALONG MAIN ROAD FROM THE POST OFFICE AT VALE, BUTTE
 PU1169'COUNTY, ON THE TOP OF A CANAL BANK TO THE NORTH OF A CULVERT OVER
 PU1169'AN IRRIGATION CANAL, ABOUT 75 FEET NORTH OF THE CENTERLINE OF THE
 PU1169'ROAD, 14 FEET EAST OF A NORTH-SOUTH FENCE, 2 FEET EAST OF A METAL
 PU1169'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1169'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1028 ***********************************************************************
 PU1028  DESIGNATION -  H 409
 PU1028  PID         -  PU1028
 PU1028  STATE/COUNTY-  SD/MEADE
 PU1028  COUNTRY     -  US
 PU1028  USGS QUAD   -  UNION CENTER (2017)
 PU1028
 PU1028                         *CURRENT SURVEY CONTROL
 PU1028  ______________________________________________________________________
 PU1028* NAD 83(1986) POSITION- 44 31 53.     (N) 102 40 59.     (W)   SCALED
 PU1028* NAVD 88 ORTHO HEIGHT -   862.496 (meters)     2829.71  (feet) ADJUSTED
 PU1028  ______________________________________________________________________
 PU1028  GEOID HEIGHT    -        -18.175 (meters)                     GEOID18
 PU1028  DYNAMIC HEIGHT  -        862.256 (meters)     2828.92  (feet) COMP
 PU1028  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 PU1028
 PU1028  VERT ORDER      -  SECOND    CLASS 0
 PU1028
 PU1028.The horizontal coordinates were scaled from a map and have
 PU1028.an estimated accuracy of +/- 6 seconds.
 PU1028
 PU1028.The orthometric height was determined by differential leveling and
 PU1028.adjusted by the NATIONAL GEODETIC SURVEY
 PU1028.in June 1991.
 PU1028
 PU1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1028.GEOID18 height accuracy estimate available here.
 PU1028
 PU1028.Click photographs - Photos may exist for this station.
 PU1028
 PU1028.The dynamic height is computed by dividing the NAVD 88
 PU1028.geopotential number by the normal gravity value computed on the
 PU1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1028.degrees latitude (g = 980.6199 gals.).
 PU1028
 PU1028.The modeled gravity was interpolated from observed gravity values.
 PU1028
 PU1028;                    North         East    Units  Estimated Accuracy
 PU1028;SPC SD N     -    81,100.      386,780.      MT  (+/- 180 meters Scaled)
 PU1028
 PU1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK840335(NAD 83)
 PU1028
 PU1028                          SUPERSEDED SURVEY CONTROL
 PU1028
 PU1028  NGVD 29 (??/??/92)  862.009  (m)         2828.11   (f) ADJ UNCH    2 0
 PU1028
 PU1028.Superseded values are not recommended for survey control.
 PU1028
 PU1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1028.See file dsdata.pdf to determine how the superseded data were derived.
 PU1028
 PU1028_MARKER: DB = BENCH MARK DISK
 PU1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1028_STAMPING: H 409 1962
 PU1028_MARK LOGO: CGS
 PU1028_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1028+STABILITY: SURFACE MOTION
 PU1028
 PU1028  HISTORY     - Date     Condition        Report By
 PU1028  HISTORY     - 1962     MONUMENTED       CGS
 PU1028  HISTORY     - 1972     GOOD             NGS
 PU1028
 PU1028                          STATION DESCRIPTION
 PU1028
 PU1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU1028'2.8 MI S FROM UNION CENTER.
 PU1028'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1028'UNION CENTER, THENCE 2.05 MILES SOUTH ALONG A GRAVEL ROAD, 0.2
 PU1028'MILE NORTH OF THE JUNCTION OF A ROAD WEST, 60 FEET NORTH OF A
 PU1028'POWER LINE CROSSING, 61 FEET NORTH-NORTHEAST OF A POWER POLE,
 PU1028'33 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 77 1/2 FEET
 PU1028'SOUTH OF A FENCE CORNER POST, 2.8 FEET EAST OF A FENCE, 1.3 FEET
 PU1028'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 PU1028'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0980 ***********************************************************************
 PU0980  DESIGNATION -  H 410
 PU0980  PID         -  PU0980
 PU0980  STATE/COUNTY-  SD/MEADE
 PU0980  COUNTRY     -  US
 PU0980  USGS QUAD   -  OPAL WEST SE (2017)
 PU0980
 PU0980                         *CURRENT SURVEY CONTROL
 PU0980  ______________________________________________________________________
 PU0980* NAD 83(1986) POSITION- 44 47 54.     (N) 102 30 41.     (W)   SCALED
 PU0980* NAVD 88 ORTHO HEIGHT -   750.268 (meters)     2461.50  (feet) ADJUSTED
 PU0980  ______________________________________________________________________
 PU0980  GEOID HEIGHT    -        -18.420 (meters)                     GEOID18
 PU0980  DYNAMIC HEIGHT  -        750.100 (meters)     2460.95  (feet) COMP
 PU0980  MODELED GRAVITY -    980,368.1   (mgal)                       NAVD 88
 PU0980
 PU0980  VERT ORDER      -  SECOND    CLASS 0
 PU0980
 PU0980.The horizontal coordinates were scaled from a map and have
 PU0980.an estimated accuracy of +/- 6 seconds.
 PU0980
 PU0980.The orthometric height was determined by differential leveling and
 PU0980.adjusted by the NATIONAL GEODETIC SURVEY
 PU0980.in June 1991.
 PU0980
 PU0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0980.GEOID18 height accuracy estimate available here.
 PU0980
 PU0980.Click photographs - Photos may exist for this station.
 PU0980
 PU0980.The dynamic height is computed by dividing the NAVD 88
 PU0980.geopotential number by the normal gravity value computed on the
 PU0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0980.degrees latitude (g = 980.6199 gals.).
 PU0980
 PU0980.The modeled gravity was interpolated from observed gravity values.
 PU0980
 PU0980;                    North         East    Units  Estimated Accuracy
 PU0980;SPC SD N     -   110,310.      401,330.      MT  (+/- 180 meters Scaled)
 PU0980
 PU0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK968635(NAD 83)
 PU0980
 PU0980                          SUPERSEDED SURVEY CONTROL
 PU0980
 PU0980  NGVD 29 (??/??/92)  749.807  (m)         2459.99   (f) ADJ UNCH    2 0
 PU0980
 PU0980.Superseded values are not recommended for survey control.
 PU0980
 PU0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0980.See file dsdata.pdf to determine how the superseded data were derived.
 PU0980
 PU0980_MARKER: DB = BENCH MARK DISK
 PU0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0980_STAMPING: H 410 1962
 PU0980_MARK LOGO: CGS
 PU0980_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0980+STABILITY: SURFACE MOTION
 PU0980
 PU0980  HISTORY     - Date     Condition        Report By
 PU0980  HISTORY     - 1962     MONUMENTED       CGS
 PU0980
 PU0980                          STATION DESCRIPTION
 PU0980
 PU0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0980'9.6 MI N FROM RED OWL.
 PU0980'1.75 MILES NORTH ALONG A ROAD FROM THE STORE AT RED OWL, THENCE
 PU0980'1.0 MILE EAST, 5.85 MILES NORTH AND 1.05 MILES EAST ALONG ROADS,
 PU0980'1.0 MILE WEST OF BENCH MARK X 405, ABOUT 105 FEET EAST OF THE
 PU0980'CENTER OF A WASH, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU0980'1.8 FEET SOUTH OF A FENCE, 2.8 FEET EAST OF A WITNESS POST,
 PU0980'ABOUT 3 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0980'POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0694 ***********************************************************************
 PU0694  DESIGNATION -  H 411
 PU0694  PID         -  PU0694
 PU0694  STATE/COUNTY-  SD/MEADE
 PU0694  COUNTRY     -  US
 PU0694  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0694
 PU0694                         *CURRENT SURVEY CONTROL
 PU0694  ______________________________________________________________________
 PU0694* NAD 83(1986) POSITION- 44 28 24.     (N) 102 33 45.     (W)   SCALED
 PU0694* NAVD 88 ORTHO HEIGHT -   824.093 (meters)     2703.71  (feet) ADJUSTED
 PU0694  ______________________________________________________________________
 PU0694  GEOID HEIGHT    -        -18.532 (meters)                     GEOID18
 PU0694  DYNAMIC HEIGHT  -        823.868 (meters)     2702.97  (feet) COMP
 PU0694  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 PU0694
 PU0694  VERT ORDER      -  SECOND    CLASS 0
 PU0694
 PU0694.The horizontal coordinates were scaled from a map and have
 PU0694.an estimated accuracy of +/- 6 seconds.
 PU0694
 PU0694.The orthometric height was determined by differential leveling and
 PU0694.adjusted by the NATIONAL GEODETIC SURVEY
 PU0694.in June 1991.
 PU0694
 PU0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0694.GEOID18 height accuracy estimate available here.
 PU0694
 PU0694.Click photographs - Photos may exist for this station.
 PU0694
 PU0694.The dynamic height is computed by dividing the NAVD 88
 PU0694.geopotential number by the normal gravity value computed on the
 PU0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0694.degrees latitude (g = 980.6199 gals.).
 PU0694
 PU0694.The modeled gravity was interpolated from observed gravity values.
 PU0694
 PU0694;                    North         East    Units  Estimated Accuracy
 PU0694;SPC SD N     -    74,350.      396,150.      MT  (+/- 180 meters Scaled)
 PU0694
 PU0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK938273(NAD 83)
 PU0694
 PU0694                          SUPERSEDED SURVEY CONTROL
 PU0694
 PU0694  NGVD 29 (??/??/92)  823.628  (m)         2702.19   (f) ADJ UNCH    2 0
 PU0694
 PU0694.Superseded values are not recommended for survey control.
 PU0694
 PU0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0694.See file dsdata.pdf to determine how the superseded data were derived.
 PU0694
 PU0694_MARKER: DB = BENCH MARK DISK
 PU0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0694_STAMPING: H 411 1962
 PU0694_MARK LOGO: CGS
 PU0694_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0694+STABILITY: SURFACE MOTION
 PU0694
 PU0694  HISTORY     - Date     Condition        Report By
 PU0694  HISTORY     - 1962     MONUMENTED       CGS
 PU0694
 PU0694                          STATION DESCRIPTION
 PU0694
 PU0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0694'7 MI S FROM ENNING.
 PU0694'7.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0694'AT A FIELD ENTRANCE, 39 FEET EAST OF THE CENTER LINE OF THE
 PU0694'ROAD, 155 FEET NORTH OF THE JUNCTION OF A FENCE LINE EAST, 6 FEET
 PU0694'NORTH OF THE NORTH END OF A GATE, 2.2 FEET WEST OF A FENCE, 1.5
 PU0694'FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 PU0694'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1230 ***********************************************************************
 PU1230  DESIGNATION -  H 412
 PU1230  PID         -  PU1230
 PU1230  STATE/COUNTY-  SD/BUTTE
 PU1230  COUNTRY     -  US
 PU1230  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1230
 PU1230                         *CURRENT SURVEY CONTROL
 PU1230  ______________________________________________________________________
 PU1230* NAD 83(1986) POSITION- 44 43 49.     (N) 103 08 40.     (W)   SCALED
 PU1230* NAVD 88 ORTHO HEIGHT -   880.863 (meters)     2889.96  (feet) ADJUSTED
 PU1230  ______________________________________________________________________
 PU1230  GEOID HEIGHT    -        -17.007 (meters)                     GEOID18
 PU1230  DYNAMIC HEIGHT  -        880.635 (meters)     2889.22  (feet) COMP
 PU1230  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 PU1230
 PU1230  VERT ORDER      -  SECOND    CLASS 0
 PU1230
 PU1230.The horizontal coordinates were scaled from a map and have
 PU1230.an estimated accuracy of +/- 6 seconds.
 PU1230
 PU1230.The orthometric height was determined by differential leveling and
 PU1230.adjusted by the NATIONAL GEODETIC SURVEY
 PU1230.in June 1991.
 PU1230
 PU1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1230.GEOID18 height accuracy estimate available here.
 PU1230
 PU1230.Click photographs - Photos may exist for this station.
 PU1230
 PU1230.The dynamic height is computed by dividing the NAVD 88
 PU1230.geopotential number by the normal gravity value computed on the
 PU1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1230.degrees latitude (g = 980.6199 gals.).
 PU1230
 PU1230.The modeled gravity was interpolated from observed gravity values.
 PU1230
 PU1230;                    North         East    Units  Estimated Accuracy
 PU1230;SPC SD N     -   104,510.      350,980.      MT  (+/- 180 meters Scaled)
 PU1230
 PU1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK469546(NAD 83)
 PU1230
 PU1230                          SUPERSEDED SURVEY CONTROL
 PU1230
 PU1230  NGVD 29 (??/??/92)  880.373  (m)         2888.36   (f) ADJ UNCH    2 0
 PU1230
 PU1230.Superseded values are not recommended for survey control.
 PU1230
 PU1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1230.See file dsdata.pdf to determine how the superseded data were derived.
 PU1230
 PU1230_MARKER: DB = BENCH MARK DISK
 PU1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1230_STAMPING: H 412 1963
 PU1230_MARK LOGO: CGS
 PU1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1230+STABILITY: SURFACE MOTION
 PU1230
 PU1230  HISTORY     - Date     Condition        Report By
 PU1230  HISTORY     - 1963     MONUMENTED       CGS
 PU1230
 PU1230                          STATION DESCRIPTION
 PU1230
 PU1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1230'14.5 MI E FROM NEWELL.
 PU1230'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1230'AT NEWELL, THENCE 13.3 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1230'0.35 MILE EAST OF A 75-FOOT WOODEN BRIDGE OVER MUD ELM CREEK, ON
 PU1230'THE WEST SLOPE OF A HILL, AT THE JUNCTION OF A PRIVATE ROAD
 PU1230'LEADING SOUTH TO THE L.C. WILLIAMS RANCH, 77.5 FEET SOUTH OF THE
 PU1230'CENTERLINE OF THE GRAVELED ROAD, 43.5 FEET WEST OF THE
 PU1230'CENTERLINE OF THE PRIVATE ROAD, 3.0 FEET NORTH OF A FENCE, 1.4
 PU1230'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU1230'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PU1230'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1334 ***********************************************************************
 PU1334  DESIGNATION -  H 413
 PU1334  PID         -  PU1334
 PU1334  STATE/COUNTY-  SD/BUTTE
 PU1334  COUNTRY     -  US
 PU1334  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1334
 PU1334                         *CURRENT SURVEY CONTROL
 PU1334  ______________________________________________________________________
 PU1334* NAD 83(1986) POSITION- 44 47 32.     (N) 103 21 17.     (W)   SCALED
 PU1334* NAVD 88 ORTHO HEIGHT -   859.167 (meters)     2818.78  (feet) ADJUSTED
 PU1334  ______________________________________________________________________
 PU1334  GEOID HEIGHT    -        -16.519 (meters)                     GEOID18
 PU1334  DYNAMIC HEIGHT  -        858.955 (meters)     2818.09  (feet) COMP
 PU1334  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 PU1334
 PU1334  VERT ORDER      -  SECOND    CLASS 0
 PU1334
 PU1334.The horizontal coordinates were scaled from a map and have
 PU1334.an estimated accuracy of +/- 6 seconds.
 PU1334
 PU1334.The orthometric height was determined by differential leveling and
 PU1334.adjusted by the NATIONAL GEODETIC SURVEY
 PU1334.in June 1991.
 PU1334
 PU1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1334.GEOID18 height accuracy estimate available here.
 PU1334
 PU1334.Click photographs - Photos may exist for this station.
 PU1334
 PU1334.The dynamic height is computed by dividing the NAVD 88
 PU1334.geopotential number by the normal gravity value computed on the
 PU1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1334.degrees latitude (g = 980.6199 gals.).
 PU1334
 PU1334.The modeled gravity was interpolated from observed gravity values.
 PU1334
 PU1334;                    North         East    Units  Estimated Accuracy
 PU1334;SPC SD N     -   112,050.      334,630.      MT  (+/- 180 meters Scaled)
 PU1334
 PU1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK301611(NAD 83)
 PU1334
 PU1334                          SUPERSEDED SURVEY CONTROL
 PU1334
 PU1334  NGVD 29 (??/??/92)  858.690  (m)         2817.22   (f) ADJ UNCH    2 0
 PU1334
 PU1334.Superseded values are not recommended for survey control.
 PU1334
 PU1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1334.See file dsdata.pdf to determine how the superseded data were derived.
 PU1334
 PU1334_MARKER: DB = BENCH MARK DISK
 PU1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1334_STAMPING: H 413 1963
 PU1334_MARK LOGO: CGS
 PU1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1334+STABILITY: SURFACE MOTION
 PU1334
 PU1334  HISTORY     - Date     Condition        Report By
 PU1334  HISTORY     - 1963     MONUMENTED       CGS
 PU1334
 PU1334                          STATION DESCRIPTION
 PU1334
 PU1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1334'7.4 MI NE FROM NEWELL.
 PU1334'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1334'HIGH SCHOOL AT NEWELL, THENCE 3.9 MILES NORTH ALONG A GRAVELED
 PU1334'ROAD, ON THE SOUTHWEST SLOPE OF A LONG CROOKED HILL, 316 FEET
 PU1334'EAST OF THE SOUTHEAST CORNER OF A 75-FOOT WOODEN BRIDGE OVER
 PU1334'WILLOW CREEK, 45.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PU1334'ROAD, 2.0 FEET NORTH OF A FENCE, 1.9 FEET WEST OF A METAL
 PU1334'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU1334'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2116 ***********************************************************************
 PU2116  DESIGNATION -  H 414 RESET
 PU2116  PID         -  PU2116
 PU2116  STATE/COUNTY-  SD/BUTTE
 PU2116  COUNTRY     -  US
 PU2116  USGS QUAD   -  CASTLE ROCK (2017)
 PU2116
 PU2116                         *CURRENT SURVEY CONTROL
 PU2116  ______________________________________________________________________
 PU2116* NAD 83(1986) POSITION- 44 59 48.18   (N) 103 25 26.90   (W)   HD_HELD1
 PU2116* NAVD 88 ORTHO HEIGHT -   961.43  (meters)     3154.3   (feet) RESET
 PU2116  ______________________________________________________________________
 PU2116  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 PU2116  VERT ORDER      -  THIRD
 PU2116
 PU2116.The horizontal coordinates were determined by differentially corrected
 PU2116.hand held GPS observations or other comparable positioning techniques
 PU2116.and have an estimated accuracy of +/- 3 meters.
 PU2116
 PU2116.The orthometric height was computed from unverified reset data.
 PU2116
 PU2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2116.GEOID18 height accuracy estimate available here.
 PU2116
 PU2116.Click photographs - Photos may exist for this station.
 PU2116
 PU2116;                    North         East    Units  Estimated Accuracy
 PU2116;SPC SD N     -   134,986.5     330,098.9     MT  (+/- 3 meters HH1 GPS) 
 PU2116
 PU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2420983793(NAD 83)
 PU2116
 PU2116                          SUPERSEDED SURVEY CONTROL
 PU2116
 PU2116.No superseded survey control is available for this station.
 PU2116
 PU2116_MARKER: DB = BENCH MARK DISK
 PU2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2116_STAMPING: H 414 RESET 1967
 PU2116_MARK LOGO: CGS
 PU2116_PROJECTION: PROJECTING 8 CENTIMETERS
 PU2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2116+STABILITY: SURFACE MOTION
 PU2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2116+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU2116
 PU2116  HISTORY     - Date     Condition        Report By
 PU2116  HISTORY     - 1967     MONUMENTED       CGS
 PU2116  HISTORY     - 20200813 GOOD             SDDT
 PU2116  HISTORY     - 20201022 GOOD             SDDT
 PU2116
 PU2116                          STATION DESCRIPTION
 PU2116
 PU2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PU2116'2.3 MI N FROM CASTLE ROCK.
 PU2116'ABOUT 2.3 MILES NORTH ALONG OLD STATE HIGHWAY 79 FROM THE
 PU2116'POST OFFICE AT CASTLE ROCK, ABOUT 100 FEET EAST OF THE CENTERLINE
 PU2116'OF THE HIGHWAY, 1.5 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 PU2116'NORTH OF AN EAST-WEST FENCE AND SET IN THE TOP OF A CONCRETE
 PU2116'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 PU2116
 PU2116                          STATION RECOVERY (2020)
 PU2116
 PU2116'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU2116'RECOVERED IN GOOD CONDITION.
 PU2116
 PU2116                          STATION RECOVERY (2020)
 PU2116
 PU2116'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU2116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1888 ***********************************************************************
 PU1888  DESIGNATION -  H 415
 PU1888  PID         -  PU1888
 PU1888  STATE/COUNTY-  SD/BUTTE
 PU1888  COUNTRY     -  US
 PU1888  USGS QUAD   -  ARPAN (2017)
 PU1888
 PU1888                         *CURRENT SURVEY CONTROL
 PU1888  ______________________________________________________________________
 PU1888* NAD 83(1986) POSITION- 44 48 24.     (N) 103 38 57.     (W)   SCALED
 PU1888* NAVD 88 ORTHO HEIGHT -   885.534 (meters)     2905.29  (feet) ADJUSTED
 PU1888  ______________________________________________________________________
 PU1888  GEOID HEIGHT    -        -15.978 (meters)                     GEOID18
 PU1888  DYNAMIC HEIGHT  -        885.310 (meters)     2904.55  (feet) COMP
 PU1888  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 PU1888
 PU1888  VERT ORDER      -  SECOND    CLASS 0
 PU1888
 PU1888.The horizontal coordinates were scaled from a map and have
 PU1888.an estimated accuracy of +/- 6 seconds.
 PU1888
 PU1888.The orthometric height was determined by differential leveling and
 PU1888.adjusted by the NATIONAL GEODETIC SURVEY
 PU1888.in June 1991.
 PU1888
 PU1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1888.GEOID18 height accuracy estimate available here.
 PU1888
 PU1888.Click photographs - Photos may exist for this station.
 PU1888
 PU1888.The dynamic height is computed by dividing the NAVD 88
 PU1888.geopotential number by the normal gravity value computed on the
 PU1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1888.degrees latitude (g = 980.6199 gals.).
 PU1888
 PU1888.The modeled gravity was interpolated from observed gravity values.
 PU1888
 PU1888;                    North         East    Units  Estimated Accuracy
 PU1888;SPC SD N     -   114,660.      311,420.      MT  (+/- 180 meters Scaled)
 PU1888
 PU1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK068623(NAD 83)
 PU1888
 PU1888                          SUPERSEDED SURVEY CONTROL
 PU1888
 PU1888  NGVD 29 (??/??/92)  885.056  (m)         2903.72   (f) ADJ UNCH    2 0
 PU1888
 PU1888.Superseded values are not recommended for survey control.
 PU1888
 PU1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1888.See file dsdata.pdf to determine how the superseded data were derived.
 PU1888
 PU1888_MARKER: DB = BENCH MARK DISK
 PU1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1888_STAMPING: H 415 1963
 PU1888_MARK LOGO: CGS
 PU1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1888+STABILITY: SURFACE MOTION
 PU1888
 PU1888  HISTORY     - Date     Condition        Report By
 PU1888  HISTORY     - 1963     MONUMENTED       CGS
 PU1888
 PU1888                          STATION DESCRIPTION
 PU1888
 PU1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1888'14.9 MI NW FROM NISLAND.
 PU1888'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1888'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1888'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1888'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1888'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1888'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1888'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1888'COUNTY ROAD, THENCE 3.0 MILES NORTH ALONG A GRAVELED COUNTY
 PU1888'ROAD, 62 FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A
 PU1888'ROAD LEADING WEST, 52 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 PU1888'LEADING WEST, 29 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 PU1888'ROAD, 27.3 FEET SOUTH OF A FENCE CORNER, 23 FEET SOUTH OF A
 PU1888'POWER POLE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 PU1888'WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1888'PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1298 ***********************************************************************
 PU1298  DESIGNATION -  H 416
 PU1298  PID         -  PU1298
 PU1298  STATE/COUNTY-  SD/BUTTE
 PU1298  COUNTRY     -  US
 PU1298  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1298
 PU1298                         *CURRENT SURVEY CONTROL
 PU1298  ______________________________________________________________________
 PU1298* NAD 83(1986) POSITION- 44 59 56.     (N) 103 02 27.     (W)   SCALED
 PU1298* NAVD 88 ORTHO HEIGHT -   886.533 (meters)     2908.57  (feet) ADJUSTED
 PU1298  ______________________________________________________________________
 PU1298  GEOID HEIGHT    -        -17.154 (meters)                     GEOID18
 PU1298  DYNAMIC HEIGHT  -        886.336 (meters)     2907.92  (feet) COMP
 PU1298  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 PU1298
 PU1298  VERT ORDER      -  SECOND    CLASS 0
 PU1298
 PU1298.The horizontal coordinates were scaled from a map and have
 PU1298.an estimated accuracy of +/- 6 seconds.
 PU1298
 PU1298.The orthometric height was determined by differential leveling and
 PU1298.adjusted by the NATIONAL GEODETIC SURVEY
 PU1298.in June 1991.
 PU1298
 PU1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1298.GEOID18 height accuracy estimate available here.
 PU1298
 PU1298.Click photographs - Photos may exist for this station.
 PU1298
 PU1298.The dynamic height is computed by dividing the NAVD 88
 PU1298.geopotential number by the normal gravity value computed on the
 PU1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1298.degrees latitude (g = 980.6199 gals.).
 PU1298
 PU1298.The modeled gravity was interpolated from observed gravity values.
 PU1298
 PU1298;                    North         East    Units  Estimated Accuracy
 PU1298;SPC SD N     -   134,020.      360,310.      MT  (+/- 180 meters Scaled)
 PU1298
 PU1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK544846(NAD 83)
 PU1298
 PU1298                          SUPERSEDED SURVEY CONTROL
 PU1298
 PU1298  NGVD 29 (??/??/92)  886.054  (m)         2907.00   (f) ADJ UNCH    2 0
 PU1298
 PU1298.Superseded values are not recommended for survey control.
 PU1298
 PU1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1298.See file dsdata.pdf to determine how the superseded data were derived.
 PU1298
 PU1298_MARKER: DB = BENCH MARK DISK
 PU1298_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PU1298_SP_SET: UNSPECIFIED ROCK
 PU1298_STAMPING: H 416 1963
 PU1298_MARK LOGO: CGS
 PU1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1298
 PU1298  HISTORY     - Date     Condition        Report By
 PU1298  HISTORY     - 1963     MONUMENTED       CGS
 PU1298
 PU1298                          STATION DESCRIPTION
 PU1298
 PU1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1298'30.6 MI NE FROM NEWELL.
 PU1298'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1298'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1298'ROAD, THENCE 2.9 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE
 PU1298'0.1 MILE NORTH ALONG A GRAVELED ROAD, SET IN THE TOP OF THE
 PU1298'EAST EDGE OF A ROCK THAT IS ABOUT 15 FEET WIDE AND PROJECTS
 PU1298'OUT OF THE SLOPE OF A CUT, 64 FEET WEST OF THE CENTERLINE OF
 PU1298'THE ROAD, 2.5 FEET WEST OF THE EAST EDGE OF THE ROAD, AND ABOUT
 PU1298'10 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1320 ***********************************************************************
 PU1320  DESIGNATION -  H 417
 PU1320  PID         -  PU1320
 PU1320  STATE/COUNTY-  SD/BUTTE
 PU1320  COUNTRY     -  US
 PU1320  USGS QUAD   -  CASTLE ROCK (2017)
 PU1320
 PU1320                         *CURRENT SURVEY CONTROL
 PU1320  ______________________________________________________________________
 PU1320* NAD 83(1986) POSITION- 44 57 11.     (N) 103 24 15.     (W)   SCALED
 PU1320* NAVD 88 ORTHO HEIGHT -   953.316 (meters)     3127.67  (feet) ADJUSTED
 PU1320  ______________________________________________________________________
 PU1320  GEOID HEIGHT    -        -16.454 (meters)                     GEOID18
 PU1320  DYNAMIC HEIGHT  -        953.087 (meters)     3126.92  (feet) COMP
 PU1320  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 PU1320
 PU1320  VERT ORDER      -  SECOND    CLASS 0
 PU1320
 PU1320.The horizontal coordinates were scaled from a map and have
 PU1320.an estimated accuracy of +/- 6 seconds.
 PU1320
 PU1320.The orthometric height was determined by differential leveling and
 PU1320.adjusted by the NATIONAL GEODETIC SURVEY
 PU1320.in June 1991.
 PU1320
 PU1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1320.GEOID18 height accuracy estimate available here.
 PU1320
 PU1320.Click photographs - Photos may exist for this station.
 PU1320
 PU1320.The dynamic height is computed by dividing the NAVD 88
 PU1320.geopotential number by the normal gravity value computed on the
 PU1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1320.degrees latitude (g = 980.6199 gals.).
 PU1320
 PU1320.The modeled gravity was interpolated from observed gravity values.
 PU1320
 PU1320;                    North         East    Units  Estimated Accuracy
 PU1320;SPC SD N     -   130,070.      331,470.      MT  (+/- 180 meters Scaled)
 PU1320
 PU1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK258789(NAD 83)
 PU1320
 PU1320                          SUPERSEDED SURVEY CONTROL
 PU1320
 PU1320  NGVD 29 (??/??/92)  952.837  (m)         3126.10   (f) ADJ UNCH    2 0
 PU1320
 PU1320.Superseded values are not recommended for survey control.
 PU1320
 PU1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1320.See file dsdata.pdf to determine how the superseded data were derived.
 PU1320
 PU1320_MARKER: DB = BENCH MARK DISK
 PU1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1320_STAMPING: H 417 1963
 PU1320_MARK LOGO: CGS
 PU1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1320+STABILITY: SURFACE MOTION
 PU1320
 PU1320  HISTORY     - Date     Condition        Report By
 PU1320  HISTORY     - 1963     MONUMENTED       CGS
 PU1320
 PU1320                          STATION DESCRIPTION
 PU1320
 PU1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1320'1.7 MI SE FROM CASTLE ROCK.
 PU1320'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1320'AT CASTLE ROCK, THENCE 1.1 MILES SOUTHEAST ALONG A GRADED
 PU1320'COUNTY ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 PU1320'29 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CATTLE GUARD,
 PU1320'1.5 FEET EAST OF A NORTH-SOUTH FENCE, 1.8 FEET NORTH OF A
 PU1320'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PU1320'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1586 ***********************************************************************
 PU1586  DESIGNATION -  H 418
 PU1586  PID         -  PU1586
 PU1586  STATE/COUNTY-  SD/MEADE
 PU1586  COUNTRY     -  US
 PU1586  USGS QUAD   -  ELM CREEK (2017)
 PU1586
 PU1586                         *CURRENT SURVEY CONTROL
 PU1586  ______________________________________________________________________
 PU1586* NAD 83(1986) POSITION- 44 29 56.     (N) 103 06 23.     (W)   SCALED
 PU1586* NAVD 88 ORTHO HEIGHT -   778.865 (meters)     2555.33  (feet) ADJUSTED
 PU1586  ______________________________________________________________________
 PU1586  GEOID HEIGHT    -        -17.063 (meters)                     GEOID18
 PU1586  DYNAMIC HEIGHT  -        778.659 (meters)     2554.65  (feet) COMP
 PU1586  MODELED GRAVITY -    980,327.1   (mgal)                       NAVD 88
 PU1586
 PU1586  VERT ORDER      -  FIRST     CLASS II
 PU1586
 PU1586.The horizontal coordinates were scaled from a map and have
 PU1586.an estimated accuracy of +/- 6 seconds.
 PU1586
 PU1586.The orthometric height was determined by differential leveling and
 PU1586.adjusted by the NATIONAL GEODETIC SURVEY
 PU1586.in October 1997.
 PU1586
 PU1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1586.GEOID18 height accuracy estimate available here.
 PU1586
 PU1586.Click photographs - Photos may exist for this station.
 PU1586
 PU1586.The dynamic height is computed by dividing the NAVD 88
 PU1586.geopotential number by the normal gravity value computed on the
 PU1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1586.degrees latitude (g = 980.6199 gals.).
 PU1586
 PU1586.The modeled gravity was interpolated from observed gravity values.
 PU1586
 PU1586;                    North         East    Units  Estimated Accuracy
 PU1586;SPC SD N     -    78,700.      353,010.      MT  (+/- 180 meters Scaled)
 PU1586
 PU1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK505290(NAD 83)
 PU1586
 PU1586                          SUPERSEDED SURVEY CONTROL
 PU1586
 PU1586  NAVD 88 (06/15/91)  778.870  (m)         2555.34   (f) SUPERSEDED  1 2
 PU1586  NGVD 29 (??/??/92)  778.402  (m)         2553.81   (f) ADJ UNCH    1 2
 PU1586
 PU1586.Superseded values are not recommended for survey control.
 PU1586
 PU1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1586.See file dsdata.pdf to determine how the superseded data were derived.
 PU1586
 PU1586_MARKER: DB = BENCH MARK DISK
 PU1586_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1586_SP_SET: ABUTMENT
 PU1586_STAMPING: H 418 1963
 PU1586_MARK LOGO: CGS
 PU1586_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1586+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 PU1586
 PU1586  HISTORY     - Date     Condition        Report By
 PU1586  HISTORY     - 1963     MONUMENTED       CGS
 PU1586  HISTORY     - 19950524 GOOD             NGS
 PU1586  HISTORY     - 20120425 GOOD             INDIV
 PU1586
 PU1586                          STATION DESCRIPTION
 PU1586
 PU1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1586'1.7 MI E FROM VOLUNTEER.
 PU1586'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1586'VOLUNTEER, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 PU1586'ABUTMENT OF A CONCRETE BRIDGE OVER FOUR MILE CREEK, 15 FEET
 PU1586'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.4 FEET SOUTH OF THE
 PU1586'NORTH EDGE OF THE ABUTMENT, AND ABOUT 1 FOOT ABOVE THE LEVEL
 PU1586'OF THE HIGHWAY.
 PU1586
 PU1586                          STATION RECOVERY (1995)
 PU1586
 PU1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1586'36.4 KM (22.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1586'OFFICE IN UNION CENTER, IN TOP OF AND 1.3 M (4.3 FT) SOUTH OF THE
 PU1586'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 PU1586'FOUR MILE CREEK, 406.8 M (1334.6 FT) EAST OF MILEPOST 58, 5.2 M (17.1
 PU1586'FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE
 PU1586'LEVEL OF THE HIGHWAY.
 PU1586
 PU1586                          STATION RECOVERY (2012)
 PU1586
 PU1586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1188 ***********************************************************************
 PU1188  DESIGNATION -  H 419
 PU1188  PID         -  PU1188
 PU1188  STATE/COUNTY-  SD/MEADE
 PU1188  COUNTRY     -  US
 PU1188  USGS QUAD   -  VOLUNTEER (2017)
 PU1188
 PU1188                         *CURRENT SURVEY CONTROL
 PU1188  ______________________________________________________________________
 PU1188* NAD 83(1986) POSITION- 44 30 54.     (N) 103 09 19.     (W)   SCALED
 PU1188* NAVD 88 ORTHO HEIGHT -   802.251 (meters)     2632.05  (feet) ADJUSTED
 PU1188  ______________________________________________________________________
 PU1188  GEOID HEIGHT    -        -16.931 (meters)                     GEOID18
 PU1188  DYNAMIC HEIGHT  -        802.038 (meters)     2631.35  (feet) COMP
 PU1188  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 PU1188
 PU1188  VERT ORDER      -  FIRST     CLASS II
 PU1188
 PU1188.The horizontal coordinates were scaled from a map and have
 PU1188.an estimated accuracy of +/- 6 seconds.
 PU1188
 PU1188.The orthometric height was determined by differential leveling and
 PU1188.adjusted by the NATIONAL GEODETIC SURVEY
 PU1188.in October 1997.
 PU1188
 PU1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1188.GEOID18 height accuracy estimate available here.
 PU1188
 PU1188.Click photographs - Photos may exist for this station.
 PU1188
 PU1188.The dynamic height is computed by dividing the NAVD 88
 PU1188.geopotential number by the normal gravity value computed on the
 PU1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1188.degrees latitude (g = 980.6199 gals.).
 PU1188
 PU1188.The modeled gravity was interpolated from observed gravity values.
 PU1188
 PU1188;                    North         East    Units  Estimated Accuracy
 PU1188;SPC SD N     -    80,640.      349,190.      MT  (+/- 180 meters Scaled)
 PU1188
 PU1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK466307(NAD 83)
 PU1188
 PU1188                          SUPERSEDED SURVEY CONTROL
 PU1188
 PU1188  NAVD 88 (06/15/91)  802.251  (m)         2632.05   (f) SUPERSEDED  1 2
 PU1188  NGVD 29 (??/??/92)  801.777  (m)         2630.50   (f) ADJ UNCH    1 2
 PU1188
 PU1188.Superseded values are not recommended for survey control.
 PU1188
 PU1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1188.See file dsdata.pdf to determine how the superseded data were derived.
 PU1188
 PU1188_MARKER: DB = BENCH MARK DISK
 PU1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1188_STAMPING: H 419 1963
 PU1188_MARK LOGO: CGS
 PU1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1188+STABILITY: SURFACE MOTION
 PU1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1188+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2012
 PU1188
 PU1188  HISTORY     - Date     Condition        Report By
 PU1188  HISTORY     - 1963     MONUMENTED       CGS
 PU1188  HISTORY     - 19950513 GOOD             NGS
 PU1188  HISTORY     - 20100901 GOOD             USGS
 PU1188  HISTORY     - 20120423 GOOD             INDIV
 PU1188
 PU1188                          STATION DESCRIPTION
 PU1188
 PU1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1188'1.1 MI W FROM VOLUNTEER.
 PU1188'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1188'VOLUNTEER, AT THE T-JUNCTION OF A ROAD LEADING SOUTH, 72 FEET
 PU1188'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET WEST OF THE
 PU1188'NORTHWEST CORNER OF A CATTLE GUARD, 2.4 FEET NORTH OF A FENCE,
 PU1188'3.5 FEET NORTHWEST OF THE WEST END OF A WIRE GATE, 2.4 FEET EAST
 PU1188'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1188'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 PU1188'FOOT.
 PU1188
 PU1188                          STATION RECOVERY (1995)
 PU1188
 PU1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1188'34.7 KM (21.55 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1188'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 675.0 M (2214.6 FT)
 PU1188'WEST OF MILEPOST 56, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PU1188'11.4 M (37.4 FT) WEST OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD,
 PU1188'2.4 M (7.9 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 1.1 M (3.6
 PU1188'FT) NORTH OF A FENCE, 0.8 M (2.6 FT) EAST OF A WITNESS POST, 0.3 M
 PU1188'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 PU1188'M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1188
 PU1188                          STATION RECOVERY (2010)
 PU1188
 PU1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2010 (RFT)
 PU1188'RECOVERED IN GOOD CONDITION.
 PU1188
 PU1188                          STATION RECOVERY (2012)
 PU1188
 PU1188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0613 ***********************************************************************
 OT0613  DESIGNATION -  H 427
 OT0613  PID         -  OT0613
 OT0613  STATE/COUNTY-  SD/FALL RIVER
 OT0613  COUNTRY     -  US
 OT0613  USGS QUAD   -  PROVO (2017)
 OT0613
 OT0613                         *CURRENT SURVEY CONTROL
 OT0613  ______________________________________________________________________
 OT0613* NAD 83(1986) POSITION- 43 14 29.     (N) 103 49 11.     (W)   SCALED
 OT0613* NAVD 88 ORTHO HEIGHT -  1173.726 (meters)     3850.80  (feet) ADJUSTED
 OT0613  ______________________________________________________________________
 OT0613  GEOID HEIGHT    -        -15.176 (meters)                     GEOID18
 OT0613  DYNAMIC HEIGHT  -       1173.224 (meters)     3849.15  (feet) COMP
 OT0613  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 OT0613
 OT0613  VERT ORDER      -  FIRST     CLASS II
 OT0613
 OT0613.The horizontal coordinates were scaled from a map and have
 OT0613.an estimated accuracy of +/- 6 seconds.
 OT0613
 OT0613.The orthometric height was determined by differential leveling and
 OT0613.adjusted by the NATIONAL GEODETIC SURVEY
 OT0613.in June 1991.
 OT0613
 OT0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0613.GEOID18 height accuracy estimate available here.
 OT0613
 OT0613.Click photographs - Photos may exist for this station.
 OT0613
 OT0613.The dynamic height is computed by dividing the NAVD 88
 OT0613.geopotential number by the normal gravity value computed on the
 OT0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0613.degrees latitude (g = 980.6199 gals.).
 OT0613
 OT0613.The modeled gravity was interpolated from observed gravity values.
 OT0613
 OT0613;                    North         East    Units  Estimated Accuracy
 OT0613;SPC SD S     -   106,820.      316,940.      MT  (+/- 180 meters Scaled)
 OT0613
 OT0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH958882(NAD 83)
 OT0613
 OT0613                          SUPERSEDED SURVEY CONTROL
 OT0613
 OT0613.No superseded survey control is available for this station.
 OT0613
 OT0613_MARKER: I = METAL ROD
 OT0613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0613+WITH SETTING: INFORMATION.
 OT0613_STAMPING: H 427 1985
 OT0613_MARK LOGO: NGS
 OT0613_PROJECTION: FLUSH
 OT0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0613_ROD/PIPE-DEPTH: 1.5 meters
 OT0613
 OT0613  HISTORY     - Date     Condition        Report By
 OT0613  HISTORY     - 1985     MONUMENTED       NGS
 OT0613
 OT0613                          STATION DESCRIPTION
 OT0613
 OT0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0613'6.1 KM (3.8 MI) NORTH FROM PROVO.
 OT0613'6.1 KM (3.8 MI) NORTH ALONG STATE HIGHWAY 471 FROM THE POST OFFICE AT
 OT0613'PROVO, ABOUT 6.1 METERS (20 FT) WEST OF THE EAST EDGE OF A ROCK SHALE
 OT0613'LEDGE AT THE RIGHT OF WAY FENCE, 12.2 METERS (40 FT) EAST OF THE
 OT0613'HIGHWAY CENTERLINE, 0.3 METER (1 FT) WEST OF A 6 BY 6 INCH WOODEN
 OT0613'FENCE POST AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO
 OT0613'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0613'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0613'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0641 ***********************************************************************
 QS0641  DESIGNATION -  H 428
 QS0641  PID         -  QS0641
 QS0641  STATE/COUNTY-  SD/CORSON
 QS0641  COUNTRY     -  US
 QS0641  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0641
 QS0641                         *CURRENT SURVEY CONTROL
 QS0641  ______________________________________________________________________
 QS0641* NAD 83(1986) POSITION- 45 36 54.     (N) 101 23 20.     (W)   SCALED
 QS0641* NAVD 88 ORTHO HEIGHT -   681.990 (meters)     2237.50  (feet) ADJUSTED
 QS0641  ______________________________________________________________________
 QS0641  GEOID HEIGHT    -        -20.425 (meters)                     GEOID18
 QS0641  DYNAMIC HEIGHT  -        681.913 (meters)     2237.24  (feet) COMP
 QS0641  MODELED GRAVITY -    980,481.3   (mgal)                       NAVD 88
 QS0641
 QS0641  VERT ORDER      -  FIRST     CLASS II
 QS0641
 QS0641.The horizontal coordinates were scaled from a map and have
 QS0641.an estimated accuracy of +/- 6 seconds.
 QS0641
 QS0641.The orthometric height was determined by differential leveling and
 QS0641.adjusted by the NATIONAL GEODETIC SURVEY
 QS0641.in June 1991.
 QS0641
 QS0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0641.GEOID18 height accuracy estimate available here.
 QS0641
 QS0641.Click photographs - Photos may exist for this station.
 QS0641
 QS0641.The dynamic height is computed by dividing the NAVD 88
 QS0641.geopotential number by the normal gravity value computed on the
 QS0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0641.degrees latitude (g = 980.6199 gals.).
 QS0641
 QS0641.The modeled gravity was interpolated from observed gravity values.
 QS0641
 QS0641;                    North         East    Units  Estimated Accuracy
 QS0641;SPC SD N     -   198,920.      491,680.      MT  (+/- 180 meters Scaled)
 QS0641
 QS0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR137540(NAD 83)
 QS0641
 QS0641                          SUPERSEDED SURVEY CONTROL
 QS0641
 QS0641.No superseded survey control is available for this station.
 QS0641
 QS0641_MARKER: I = METAL ROD
 QS0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0641_STAMPING: H 428 1985
 QS0641_MARK LOGO: NGS
 QS0641_PROJECTION: FLUSH
 QS0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0641_ROD/PIPE-DEPTH: 6.1 meters
 QS0641
 QS0641  HISTORY     - Date     Condition        Report By
 QS0641  HISTORY     - 1985     MONUMENTED       NGS
 QS0641
 QS0641                          STATION DESCRIPTION
 QS0641
 QS0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0641'25.7 KM (15.95 MI) NORTH FROM ISABEL.
 QS0641'25.7 KM (15.95 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0641'ISABEL, NEAR MILEPOST 209, 30.5 METERS (100 FT) WEST-NORTHWEST OF THE
 QS0641'HIGHWAY CENTERLINE, 23.5 METERS 77 FT) SOUTH-SOUTHWEST OF A CONCRETE
 QS0641'RIGHT-OF-WAY POST, 0.3 METER (1 FT) EAST-SOUTHEAST OF THE RIGHT-OF-WAY
 QS0641'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0641'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0641'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0621 ***********************************************************************
 OT0621  DESIGNATION -  H 429
 OT0621  PID         -  OT0621
 OT0621  STATE/COUNTY-  SD/FALL RIVER
 OT0621  COUNTRY     -  US
 OT0621  USGS QUAD   -  BURDOCK (2017)
 OT0621
 OT0621                         *CURRENT SURVEY CONTROL
 OT0621  ______________________________________________________________________
 OT0621* NAD 83(1986) POSITION- 43 23 17.     (N) 103 53 44.     (W)   SCALED
 OT0621* NAVD 88 ORTHO HEIGHT -  1087.566 (meters)     3568.12  (feet) ADJUSTED
 OT0621  ______________________________________________________________________
 OT0621  GEOID HEIGHT    -        -14.843 (meters)                     GEOID18
 OT0621  DYNAMIC HEIGHT  -       1087.116 (meters)     3566.65  (feet) COMP
 OT0621  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 OT0621
 OT0621  VERT ORDER      -  FIRST     CLASS II
 OT0621
 OT0621.The horizontal coordinates were scaled from a map and have
 OT0621.an estimated accuracy of +/- 6 seconds.
 OT0621
 OT0621.The orthometric height was determined by differential leveling and
 OT0621.adjusted by the NATIONAL GEODETIC SURVEY
 OT0621.in June 1991.
 OT0621
 OT0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0621.GEOID18 height accuracy estimate available here.
 OT0621
 OT0621.Click photographs - Photos may exist for this station.
 OT0621
 OT0621.The dynamic height is computed by dividing the NAVD 88
 OT0621.geopotential number by the normal gravity value computed on the
 OT0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0621.degrees latitude (g = 980.6199 gals.).
 OT0621
 OT0621.The modeled gravity was interpolated from observed gravity values.
 OT0621
 OT0621;                    North         East    Units  Estimated Accuracy
 OT0621;SPC SD S     -   123,360.      311,480.      MT  (+/- 180 meters Scaled)
 OT0621
 OT0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ894045(NAD 83)
 OT0621
 OT0621                          SUPERSEDED SURVEY CONTROL
 OT0621
 OT0621.No superseded survey control is available for this station.
 OT0621
 OT0621_MARKER: I = METAL ROD
 OT0621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0621_STAMPING: H 429 1985
 OT0621_MARK LOGO: NGS
 OT0621_PROJECTION: FLUSH
 OT0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0621_ROD/PIPE-DEPTH: 6.9 meters
 OT0621
 OT0621  HISTORY     - Date     Condition        Report By
 OT0621  HISTORY     - 1985     MONUMENTED       NGS
 OT0621
 OT0621                          STATION DESCRIPTION
 OT0621
 OT0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0621'12.4 KM (7.7 MI) NORTH FROM EDGEMONT.
 OT0621'12.45 KM (7.7 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0621'OVERPASS OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0621'EDGEMONT, AT THE NORTHWEST END OF A CURVE, 22.6 METERS (74 FT)
 OT0621'NORTHEAST OF THE CENTER OF THE ROAD, 11.3 METERS (37 FT) SOUTH OF THE
 OT0621'SOUTH END OF A WIRE GATE AND 0.3 METER (1 FT) WEST OF A RIGHT-OF-WAY
 OT0621'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0621'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0621'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0652 ***********************************************************************
 OT0652  DESIGNATION -  H 430
 OT0652  PID         -  OT0652
 OT0652  STATE/COUNTY-  SD/FALL RIVER
 OT0652  COUNTRY     -  US
 OT0652  USGS QUAD   -  HOT SPRINGS (2017)
 OT0652
 OT0652                         *CURRENT SURVEY CONTROL
 OT0652  ______________________________________________________________________
 OT0652* NAD 83(1986) POSITION- 43 24 10.     (N) 103 24 42.     (W)   SCALED
 OT0652* NAVD 88 ORTHO HEIGHT -   980.753 (meters)     3217.69  (feet) ADJUSTED
 OT0652  ______________________________________________________________________
 OT0652  GEOID HEIGHT    -        -15.938 (meters)                     GEOID18
 OT0652  DYNAMIC HEIGHT  -        980.358 (meters)     3216.39  (feet) COMP
 OT0652  MODELED GRAVITY -    980,183.3   (mgal)                       NAVD 88
 OT0652
 OT0652  VERT ORDER      -  FIRST     CLASS II
 OT0652
 OT0652.The horizontal coordinates were scaled from a map and have
 OT0652.an estimated accuracy of +/- 6 seconds.
 OT0652
 OT0652.The orthometric height was determined by differential leveling and
 OT0652.adjusted by the NATIONAL GEODETIC SURVEY
 OT0652.in June 1991.
 OT0652
 OT0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0652.GEOID18 height accuracy estimate available here.
 OT0652
 OT0652.Click photographs - Photos may exist for this station.
 OT0652
 OT0652.The dynamic height is computed by dividing the NAVD 88
 OT0652.geopotential number by the normal gravity value computed on the
 OT0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0652.degrees latitude (g = 980.6199 gals.).
 OT0652
 OT0652.The modeled gravity was interpolated from observed gravity values.
 OT0652
 OT0652;                    North         East    Units  Estimated Accuracy
 OT0652;SPC SD S     -   123,430.      350,710.      MT  (+/- 180 meters Scaled)
 OT0652
 OT0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ286067(NAD 83)
 OT0652
 OT0652                          SUPERSEDED SURVEY CONTROL
 OT0652
 OT0652.No superseded survey control is available for this station.
 OT0652
 OT0652_MARKER: DV = VERTICAL CONTROL DISK
 OT0652_SETTING: 66 = SET IN ROCK OUTCROP
 OT0652_STAMPING: H 430 1985
 OT0652_MARK LOGO: NGS
 OT0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0652+STABILITY: POSITION/ELEVATION WELL
 OT0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0652+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0652
 OT0652  HISTORY     - Date     Condition        Report By
 OT0652  HISTORY     - 1985     MONUMENTED       NGS
 OT0652  HISTORY     - 19931021 GOOD             NGS
 OT0652  HISTORY     - 19950410 GOOD             NGS
 OT0652
 OT0652                          STATION DESCRIPTION
 OT0652
 OT0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0652'6.9 KM (4.3 MI) SE FROM HOT SPRINGS.
 OT0652'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 OT0652'6.9 KM (4.3 MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR
 OT0652'JUNCTION AT HOT SPRINGS, AT THE WEST END OF A BEDROCK CUT, IN TOP OF
 OT0652'AND 1.2 METERS (4 FT) WEST OF THE EAST END OF A 3- BY 6-FOOT SHELF OF
 OT0652'SANDSTONE, 1.2 KM (0.75 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 79,
 OT0652'0.1 KM (0.05 MI) WEST OF MILEPOST 44, 13.2 METERS (43.5 FT) NORTH OF
 OT0652'THE HIGHWAY CENTERLINE, 7.9 METERS (26 FT) NORTH OF THE NORTH END OF
 OT0652'THE EAST ABUTMENT FOR THE EAST ONE OF TWO HIGHWAY BRIDGES OVER THE
 OT0652'FALL RIVER AND 1.0 METER (3.5 FT) ABOVE THE BASE OF THE CUT.
 OT0652'THE MARK IS 0.15 METERS  SE FROM  A WITNESS POST
 OT0652
 OT0652                          STATION RECOVERY (1993)
 OT0652
 OT0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0652'5.5 KM (3.40 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0652'U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, NEAR THE WEST END OF A LARGE
 OT0652'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.2 KM (0.75 MI) WEST OF
 OT0652'THE INTERSECTION OF STATE HIGHWAY 79, 13.2 M (43.3 FT) NORTH OF THE
 OT0652'HIGHWAY CENTERLINE, 7.9 M (25.9 FT) NORTH OF THE NORTHEAST CORNER OF
 OT0652'A HIGHWAY BRIDGE SPANNING THE FALL RIVER, 0.3 M (1.0 FT) ABOVE THE
 OT0652'LEVEL OF THE HIGHWAY, AND 0.15 M (0.49 FT) SOUTHEAST OF A WITNESS
 OT0652'POST.
 OT0652
 OT0652                          STATION RECOVERY (1995)
 OT0652
 OT0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0652'5.5 KM (3.40 MI) EASTERLY ALONG U.S. HIGHWAYS 385 AND 18 FROM THE
 OT0652'JUNCTION OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, NEAR THE WEST END
 OT0652'OF A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.2 KM (0.75 MI)
 OT0652'WEST OF THE INTERSECTION STATE HIGHWAY 79, 13.2 M (43.3 FT) NORTH OF
 OT0652'THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT) NORTH OF THE NORTHEAST CORNER
 OT0652'OF A HIGHWAY BRIDGE SPANNING THE FALL RIVER, 0.3 M (1.0 FT) ABOVE THE
 OT0652'LEVEL OF THE HIGHWAY, AND 0.15 M (0.49 FT) SOUTHEAST OF A WITNESS
 OT0652'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0677 ***********************************************************************
 OT0677  DESIGNATION -  H 431
 OT0677  PID         -  OT0677
 OT0677  STATE/COUNTY-  SD/PENNINGTON
 OT0677  COUNTRY     -  US
 OT0677  USGS QUAD   -  HERMOSA NW (2017)
 OT0677
 OT0677                         *CURRENT SURVEY CONTROL
 OT0677  ______________________________________________________________________
 OT0677* NAD 83(1986) POSITION- 43 52 40.     (N) 103 11 59.     (W)   SCALED
 OT0677* NAVD 88 ORTHO HEIGHT -  1064.910 (meters)     3493.79  (feet) ADJUSTED
 OT0677  ______________________________________________________________________
 OT0677  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 OT0677  DYNAMIC HEIGHT  -       1064.511 (meters)     3492.48  (feet) COMP
 OT0677  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 OT0677
 OT0677  VERT ORDER      -  FIRST     CLASS II
 OT0677
 OT0677.The horizontal coordinates were scaled from a map and have
 OT0677.an estimated accuracy of +/- 6 seconds.
 OT0677
 OT0677.The orthometric height was determined by differential leveling and
 OT0677.adjusted by the NATIONAL GEODETIC SURVEY
 OT0677.in June 1991.
 OT0677
 OT0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0677.GEOID18 height accuracy estimate available here.
 OT0677
 OT0677.Click photographs - Photos may exist for this station.
 OT0677
 OT0677.The dynamic height is computed by dividing the NAVD 88
 OT0677.geopotential number by the normal gravity value computed on the
 OT0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0677.degrees latitude (g = 980.6199 gals.).
 OT0677
 OT0677.The modeled gravity was interpolated from observed gravity values.
 OT0677
 OT0677;                    North         East    Units  Estimated Accuracy
 OT0677;SPC SD S     -   175,550.      369,690.      MT  (+/- 180 meters Scaled)
 OT0677
 OT0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ446598(NAD 83)
 OT0677
 OT0677                          SUPERSEDED SURVEY CONTROL
 OT0677
 OT0677.No superseded survey control is available for this station.
 OT0677
 OT0677_MARKER: I = METAL ROD
 OT0677_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0677+WITH SETTING: INFORMATION.
 OT0677_STAMPING: H 431 1985
 OT0677_MARK LOGO: NGS
 OT0677_PROJECTION: FLUSH
 OT0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0677_ROD/PIPE-DEPTH: 1.2 meters
 OT0677
 OT0677  HISTORY     - Date     Condition        Report By
 OT0677  HISTORY     - 1985     MONUMENTED       NGS
 OT0677  HISTORY     - 20120314 MARK NOT FOUND   INDIV
 OT0677
 OT0677                          STATION DESCRIPTION
 OT0677
 OT0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0677'4.2 KM (2.6 MI) NORTH FROM HERMOSA.
 OT0677'4.25 KM (2.65 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0677'STATE HIGHWAY 40 EAST AT HERMOSA, 1.0 KM (0.6 MI) NORTH OF THE
 OT0677'CROSSING OF BILLOVER CREEK, 0.2 KM (0.15 MI) NORTH OF MILEPOST 63,
 OT0677'29.7 METERS (97.5 FT) WEST OF THE HIGHWAY CENTERLINE, 29.6 METERS (97
 OT0677'FT) NORTH OF THE NORTH END OF A WIRE GATE, 1.8 METERS (6 FT) SOUTH OF
 OT0677'A FENCE T JUNCTION AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY
 OT0677'FENCE.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS
 OT0677'HAD THROUGH A 5-INCH LOGO CAP.
 OT0677'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OT0677'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 OT0677
 OT0677                          STATION RECOVERY (2012)
 OT0677
 OT0677'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0677'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0898 ***********************************************************************
 PT0898  DESIGNATION -  H 432
 PT0898  PID         -  PT0898
 PT0898  STATE/COUNTY-  SD/HAAKON
 PT0898  COUNTRY     -  US
 PT0898  USGS QUAD   -  MIDLAND (2017)
 PT0898
 PT0898                         *CURRENT SURVEY CONTROL
 PT0898  ______________________________________________________________________
 PT0898* NAD 83(1986) POSITION- 44 00 54.     (N) 101 09 17.     (W)   SCALED
 PT0898* NAVD 88 ORTHO HEIGHT -   665.700 (meters)     2184.05  (feet) ADJUSTED
 PT0898  ______________________________________________________________________
 PT0898  GEOID HEIGHT    -        -22.904 (meters)                     GEOID18
 PT0898  DYNAMIC HEIGHT  -        665.506 (meters)     2183.41  (feet) COMP
 PT0898  MODELED GRAVITY -    980,305.9   (mgal)                       NAVD 88
 PT0898
 PT0898  VERT ORDER      -  FIRST     CLASS II
 PT0898
 PT0898.The horizontal coordinates were scaled from a map and have
 PT0898.an estimated accuracy of +/- 6 seconds.
 PT0898
 PT0898.The orthometric height was determined by differential leveling and
 PT0898.adjusted by the NATIONAL GEODETIC SURVEY
 PT0898.in June 1991.
 PT0898
 PT0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0898.GEOID18 height accuracy estimate available here.
 PT0898
 PT0898.Click photographs - Photos may exist for this station.
 PT0898
 PT0898.The dynamic height is computed by dividing the NAVD 88
 PT0898.geopotential number by the normal gravity value computed on the
 PT0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0898.degrees latitude (g = 980.6199 gals.).
 PT0898
 PT0898.The modeled gravity was interpolated from observed gravity values.
 PT0898
 PT0898;                    North         East    Units  Estimated Accuracy
 PT0898;SPC SD S     -   187,150.      534,140.      MT  (+/- 180 meters Scaled)
 PT0898
 PT0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP272757(NAD 83)
 PT0898
 PT0898                          SUPERSEDED SURVEY CONTROL
 PT0898
 PT0898.No superseded survey control is available for this station.
 PT0898
 PT0898_MARKER: I = METAL ROD
 PT0898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0898_STAMPING: H 432 1985
 PT0898_MARK LOGO: NGS
 PT0898_PROJECTION: FLUSH
 PT0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0898+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0898_ROD/PIPE-DEPTH: 4.1 meters
 PT0898
 PT0898  HISTORY     - Date     Condition        Report By
 PT0898  HISTORY     - 1985     MONUMENTED       NGS
 PT0898  HISTORY     - 20120605 GOOD             INDIV
 PT0898
 PT0898                          STATION DESCRIPTION
 PT0898
 PT0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0898'6.5 KM (4.05 MI) SOUTH FROM MIDLAND.
 PT0898'6.53 KM (4.06 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF
 PT0898'US HIGHWAY 14 AT MIDLAND, AT THE SOUTH END OF A LONG TALL CUT, 0.20 KM
 PT0898'(0.12 MI) SOUTHEAST OF TRIANGULATION STATION DOME 2, 0.28 KM (0.17 MI)
 PT0898'SOUTH OF MILEPOST 93, 29.6 METERS (97 FT) EAST OF THE HIGHWAY
 PT0898'CENTERLINE, 29.9 METERS (98 FT) SOUTH OF A GUYED POWER POLE,
 PT0898'4.0 METERS (13 FT) NORTH OF THE NORTH END OF A WIRE GATE IN THE
 PT0898'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 PT0898'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0898'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0898'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 PT0898
 PT0898                          STATION RECOVERY (2012)
 PT0898
 PT0898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0931 ***********************************************************************
 PT0931  DESIGNATION -  H 433
 PT0931  PID         -  PT0931
 PT0931  STATE/COUNTY-  SD/STANLEY
 PT0931  COUNTRY     -  US
 PT0931  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0931
 PT0931                         *CURRENT SURVEY CONTROL
 PT0931  ______________________________________________________________________
 PT0931* NAD 83(1986) POSITION- 44 33 40.04   (N) 101 08 05.45   (W)   HD_HELD1
 PT0931* NAVD 88 ORTHO HEIGHT -   629.350 (meters)     2064.79  (feet) ADJUSTED
 PT0931  ______________________________________________________________________
 PT0931  GEOID HEIGHT    -        -22.052 (meters)                     GEOID18
 PT0931  DYNAMIC HEIGHT  -        629.199 (meters)     2064.30  (feet) COMP
 PT0931  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 PT0931
 PT0931  VERT ORDER      -  FIRST     CLASS II
 PT0931
 PT0931.The horizontal coordinates were determined by differentially corrected
 PT0931.hand held GPS observations or other comparable positioning techniques
 PT0931.and have an estimated accuracy of +/- 3 meters.
 PT0931
 PT0931.The orthometric height was determined by differential leveling and
 PT0931.adjusted by the NATIONAL GEODETIC SURVEY
 PT0931.in June 1991.
 PT0931
 PT0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0931.GEOID18 height accuracy estimate available here.
 PT0931
 PT0931.Click photographs - Photos may exist for this station.
 PT0931
 PT0931.The dynamic height is computed by dividing the NAVD 88
 PT0931.geopotential number by the normal gravity value computed on the
 PT0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0931.degrees latitude (g = 980.6199 gals.).
 PT0931
 PT0931.The modeled gravity was interpolated from observed gravity values.
 PT0931
 PT0931;                    North         East    Units  Estimated Accuracy
 PT0931;SPC SD S     -   247,811.4     536,320.9     MT  (+/- 3 meters HH1 GPS) 
 PT0931
 PT0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3046136415(NAD 83)
 PT0931
 PT0931                          SUPERSEDED SURVEY CONTROL
 PT0931
 PT0931.No superseded survey control is available for this station.
 PT0931
 PT0931_MARKER: I = METAL ROD
 PT0931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PT0931_STAMPING: H 433 1985
 PT0931_MARK LOGO: NGS
 PT0931_PROJECTION: FLUSH
 PT0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0931+STABILITY: POSITION/ELEVATION WELL
 PT0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0931+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 PT0931_ROD/PIPE-DEPTH: 14.6 meters
 PT0931_SLEEVE-DEPTH  : 12.2 meters
 PT0931
 PT0931  HISTORY     - Date     Condition        Report By
 PT0931  HISTORY     - 1985     MONUMENTED       NGS
 PT0931  HISTORY     - 20110406 GOOD             INDIV
 PT0931
 PT0931                          STATION DESCRIPTION
 PT0931
 PT0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0931'56.6 KM (35.15 MI) NORTH FROM MIDLAND.
 PT0931'56.64 KM (35.20 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0931'FROM THEIR JUNCTION AT MIDLAND, ALSO 60.17 KM (37.4 MI) SOUTH OF EAGLE
 PT0931'BUTTE, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A PAVED ROAD
 PT0931'LEADING EAST, 0.11 KM (0.07 MI) NORTH OF NORMANS CORNER, 0.20 KM (0.12
 PT0931'MI) NORTH OF MILEPOST 132, 22.7 METERS (74.5 FT) EAST OF THE HIGHWAY
 PT0931'CENTERLINE, 41.1 METERS (135 FT) NORTH OF THE CENTER OF THE ROAD,
 PT0931'14.6 METERS (48 FT) NORTH-NORTHWEST OF A POWER POLE AT THE EAST END OF
 PT0931'A POWER LINE CROSSING AND 0.6 METER (2 FT) WEST OF THE RIGHT-OF-WAY
 PT0931'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0931'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0931'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 PT0931
 PT0931                          STATION RECOVERY (2011)
 PT0931
 PT0931'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0664 ***********************************************************************
 OS0664  DESIGNATION -  H 434
 OS0664  PID         -  OS0664
 OS0664  STATE/COUNTY-  SD/JONES
 OS0664  COUNTRY     -  US
 OS0664  USGS QUAD   -  STAMFORD (2017)
 OS0664
 OS0664                         *CURRENT SURVEY CONTROL
 OS0664  ______________________________________________________________________
 OS0664* NAD 83(1986) POSITION- 43 53 37.     (N) 101 01 32.     (W)   SCALED
 OS0664* NAVD 88 ORTHO HEIGHT -   709.608 (meters)     2328.11  (feet) ADJUSTED
 OS0664  ______________________________________________________________________
 OS0664  GEOID HEIGHT    -        -23.320 (meters)                     GEOID18
 OS0664  DYNAMIC HEIGHT  -        709.381 (meters)     2327.36  (feet) COMP
 OS0664  MODELED GRAVITY -    980,276.0   (mgal)                       NAVD 88
 OS0664
 OS0664  VERT ORDER      -  FIRST     CLASS II
 OS0664
 OS0664.The horizontal coordinates were scaled from a map and have
 OS0664.an estimated accuracy of +/- 6 seconds.
 OS0664
 OS0664.The orthometric height was determined by differential leveling and
 OS0664.adjusted by the NATIONAL GEODETIC SURVEY
 OS0664.in June 1991.
 OS0664
 OS0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0664.GEOID18 height accuracy estimate available here.
 OS0664
 OS0664.Click photographs - Photos may exist for this station.
 OS0664
 OS0664.The dynamic height is computed by dividing the NAVD 88
 OS0664.geopotential number by the normal gravity value computed on the
 OS0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0664.degrees latitude (g = 980.6199 gals.).
 OS0664
 OS0664.The modeled gravity was interpolated from observed gravity values.
 OS0664
 OS0664;                    North         East    Units  Estimated Accuracy
 OS0664;SPC SD S     -   173,570.      544,390.      MT  (+/- 180 meters Scaled)
 OS0664
 OS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP373620(NAD 83)
 OS0664
 OS0664                          SUPERSEDED SURVEY CONTROL
 OS0664
 OS0664.No superseded survey control is available for this station.
 OS0664
 OS0664_MARKER: I = METAL ROD
 OS0664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0664_STAMPING: H 434 1985
 OS0664_MARK LOGO: NGS
 OS0664_PROJECTION: FLUSH
 OS0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0664+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0664_ROD/PIPE-DEPTH: 4.9 meters
 OS0664
 OS0664  HISTORY     - Date     Condition        Report By
 OS0664  HISTORY     - 1985     MONUMENTED       NGS
 OS0664  HISTORY     - 20130114 GOOD             INDIV
 OS0664
 OS0664                          STATION DESCRIPTION
 OS0664
 OS0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0664'11.1 KM (6.9 MI) WEST FROM OKATON.
 OS0664'11.14 KM (6.92 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0664'OF I 90 EXIT 183 AT OKATON, AT THE EAST END OF A SHORT TALL CUT, 0.53
 OS0664'KM (0.33 MI) EAST OF THE EAST END OF A CURVE, 31.7 METERS (104 FT)
 OS0664'SOUTH OF THE CENTER OF THE SERVICE ROAD, 49.4 METERS (162 FT)
 OS0664'WEST-SOUTHWEST OF THE SOUTH END OF A 24-INCH CONCRETE PIPE CULVERT AND
 OS0664'0.3 METER (1 FT) NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 OS0664'IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0664'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0664'THE MARK IS 1.0 M BELOW THE ROAD.
 OS0664
 OS0664                          STATION RECOVERY (2013)
 OS0664
 OS0664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0702 ***********************************************************************
 OT0702  CBN         -  This is a Cooperative Base Network Control Station.
 OT0702  DESIGNATION -  H 435
 OT0702  PID         -  OT0702
 OT0702  STATE/COUNTY-  SD/PENNINGTON
 OT0702  COUNTRY     -  US
 OT0702  USGS QUAD   -  SCENIC (2017)
 OT0702
 OT0702                         *CURRENT SURVEY CONTROL
 OT0702  ______________________________________________________________________
 OT0702* NAD 83(2011) POSITION- 43 51 02.27517(N) 102 36 16.94918(W)   ADJUSTED
 OT0702* NAD 83(2011) ELLIP HT-   834.458 (meters)        (06/27/12)   ADJUSTED
 OT0702* NAD 83(2011) EPOCH   -  2010.00
 OT0702* NAVD 88 ORTHO HEIGHT -   852.443 (meters)     2796.72  (feet) ADJUSTED
 OT0702  ______________________________________________________________________
 OT0702  GEOID HEIGHT    -        -17.981 (meters)                     GEOID18
 OT0702  NAD 83(2011) X  - -1,005,484.411 (meters)                     COMP
 OT0702  NAD 83(2011) Y  - -4,496,543.047 (meters)                     COMP
 OT0702  NAD 83(2011) Z  -  4,396,716.246 (meters)                     COMP
 OT0702  LAPLACE CORR    -         -6.51  (seconds)                    DEFLEC18
 OT0702  DYNAMIC HEIGHT  -        852.174 (meters)     2795.84  (feet) COMP
 OT0702  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 OT0702
 OT0702  VERT ORDER      -  FIRST     CLASS II
 OT0702
 OT0702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0702  Standards:
 OT0702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0702  -------------------------------------------------------------------
 OT0702  NETWORK    0.88   1.96           0.41   0.28   1.00     -0.09480186
 OT0702  -------------------------------------------------------------------
 OT0702  Click here for local accuracies and other accuracy information.
 OT0702
 OT0702.The horizontal coordinates were established by GPS observations
 OT0702.and adjusted by the National Geodetic Survey in June 2012.
 OT0702
 OT0702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0702.been affixed to the stable North American tectonic plate. See 
 OT0702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0702
 OT0702.The horizontal coordinates are valid at the epoch date displayed above
 OT0702.which is a decimal equivalence of Year/Month/Day.
 OT0702
 OT0702.The orthometric height was determined by differential leveling and
 OT0702.adjusted by the NATIONAL GEODETIC SURVEY
 OT0702.in June 1991.
 OT0702
 OT0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0702.GEOID18 height accuracy estimate available here.
 OT0702
 OT0702.Click photographs - Photos may exist for this station.
 OT0702
 OT0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0702
 OT0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0702
 OT0702.The ellipsoidal height was determined by GPS observations
 OT0702.and is referenced to NAD 83.
 OT0702
 OT0702.The dynamic height is computed by dividing the NAVD 88
 OT0702.geopotential number by the normal gravity value computed on the
 OT0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0702.degrees latitude (g = 980.6199 gals.).
 OT0702
 OT0702.The modeled gravity was interpolated from observed gravity values.
 OT0702
 OT0702. The following values were computed from the NAD 83(2011) position.
 OT0702
 OT0702;                    North         East     Units Scale Factor Converg.
 OT0702;SPC SD S     -   171,056.781   417,403.531   MT  0.99991507   -1 34 00.9
 OT0702;SPC SD S     -   561,208.79  1,369,431.42   sFT  0.99991507   -1 34 00.9
 OT0702;UTM  13      - 4,858,071.874   692,523.862   MT  1.00005591   +1 39 35.7
 OT0702
 OT0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0702!SPC SD S     -   0.99986917  x   0.99991507  =   0.99978425
 OT0702!UTM  13      -   0.99986917  x   1.00005591  =   0.99992507
 OT0702
 OT0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9252358071(NAD 83)
 OT0702
 OT0702                          SUPERSEDED SURVEY CONTROL
 OT0702
 OT0702  NAD 83(2007)-  43 51 02.27506(N)    102 36 16.95030(W) AD(2002.00) 0
 OT0702  ELLIP H (02/10/07)  834.486  (m)                       GP(2002.00)    
 OT0702  ELLIP H (04/15/04)  834.473  (m)                       GP(       ) 2 1
 OT0702  NAD 83(1996)-  43 51 02.27445(N)    102 36 16.95035(W) AD(       ) B
 OT0702  ELLIP H (04/18/97)  834.522  (m)                       GP(       ) 4 1
 OT0702  NAVD 88             852.44   (m)         2796.7    (f) LEVELING    3  
 OT0702
 OT0702.Superseded values are not recommended for survey control.
 OT0702
 OT0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0702.See file dsdata.pdf to determine how the superseded data were derived.
 OT0702
 OT0702_MARKER: I = METAL ROD
 OT0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0702_STAMPING: H 435 1985
 OT0702_MARK LOGO: NGS
 OT0702_PROJECTION: FLUSH
 OT0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0702+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0702_ROD/PIPE-DEPTH: 4.8 meters
 OT0702
 OT0702  HISTORY     - Date     Condition        Report By
 OT0702  HISTORY     - 1985     MONUMENTED       NGS
 OT0702  HISTORY     - 19960908 GOOD             NGS
 OT0702  HISTORY     - 20120724 GOOD             INDIV
 OT0702
 OT0702                          STATION DESCRIPTION
 OT0702
 OT0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0702'9.1 KM (5.65 MI) NW FROM SCENIC.
 OT0702'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0702'IN SCENIC, THENCE 8.35 KM (5.2 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0702'0.15 KM (0.1 MI) SOUTHEAST OF MILEPOST 82, IN THE NORTHWEST CORNER OF
 OT0702'THE JUNCTION OF A TRACK ROAD, 30.2 METERS (99 FT) SOUTHWEST OF THE
 OT0702'HIGHWAY CENTERLINE, 14.0 METERS (46 FT) NORTH OF THE CENTER OF THE
 OT0702'ROAD, 3.5 METERS (11.5 FT) NORTHWEST OF A FENCE CORNER AND 0.3 METER
 OT0702'(1 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 OT0702'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0702'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0702'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0702
 OT0702                          STATION RECOVERY (1996)
 OT0702
 OT0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0702'THE STATION IS LOCATED ABOUT 38.0 MI (61.2 KM) SOUTHEAST OF RAPID
 OT0702'CITY, 20.0 MI (32.2 KM) SOUTHWEST OF WALL, AND 5.8 MI (9.3 KM)
 OT0702'NORTH-NORTHWEST OF SCENIC, ON STATE HIGHWAY 44.  OWNERSHIP--THE STATE
 OT0702'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN SCENIC,
 OT0702'GO NORTH ON COUNTY ROAD C 589 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF
 OT0702'STATE HIGHWAY 44, TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 44 FOR
 OT0702'5.2 MI (8.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED
 OT0702'0.1 MI (0.2 KM) SOUTHEAST OF MILEPOST 82, 99.6 FT (30.4 M)
 OT0702'WEST-SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 57.3 FT (17.5
 OT0702'M) NORTHWEST OF THE CENTER OF A TRACK ROAD, 11.6 FT (3.5 M) NORTHWEST
 OT0702'OF A FENCE CORNER, 1.0 FT (0.3 M) EAST-NORTHEAST OF A FENCE, AND 1.0
 OT0702'FT (0.3 M) SOUTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 OT0702'POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0702
 OT0702                          STATION RECOVERY (2012)
 OT0702
 OT0702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0618 ***********************************************************************
 OS0618  DESIGNATION -  H 436
 OS0618  PID         -  OS0618
 OS0618  STATE/COUNTY-  SD/JACKSON
 OS0618  COUNTRY     -  US
 OS0618  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0618
 OS0618                         *CURRENT SURVEY CONTROL
 OS0618  ______________________________________________________________________
 OS0618* NAD 83(1986) POSITION- 43 50 07.     (N) 101 53 14.     (W)   SCALED
 OS0618* NAVD 88 ORTHO HEIGHT -   760.501 (meters)     2495.08  (feet) ADJUSTED
 OS0618  ______________________________________________________________________
 OS0618  GEOID HEIGHT    -        -20.223 (meters)                     GEOID18
 OS0618  DYNAMIC HEIGHT  -        760.259 (meters)     2494.28  (feet) COMP
 OS0618  MODELED GRAVITY -    980,276.0   (mgal)                       NAVD 88
 OS0618
 OS0618  VERT ORDER      -  FIRST     CLASS II
 OS0618
 OS0618.The horizontal coordinates were scaled from a map and have
 OS0618.an estimated accuracy of +/- 6 seconds.
 OS0618
 OS0618.The orthometric height was determined by differential leveling and
 OS0618.adjusted by the NATIONAL GEODETIC SURVEY
 OS0618.in June 1991.
 OS0618
 OS0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0618.GEOID18 height accuracy estimate available here.
 OS0618
 OS0618.Click photographs - Photos may exist for this station.
 OS0618
 OS0618.The dynamic height is computed by dividing the NAVD 88
 OS0618.geopotential number by the normal gravity value computed on the
 OS0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0618.degrees latitude (g = 980.6199 gals.).
 OS0618
 OS0618.The modeled gravity was interpolated from observed gravity values.
 OS0618
 OS0618;                    North         East    Units  Estimated Accuracy
 OS0618;SPC SD S     -   168,020.      475,040.      MT  (+/- 180 meters Scaled)
 OS0618
 OS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP678576(NAD 83)
 OS0618
 OS0618                          SUPERSEDED SURVEY CONTROL
 OS0618
 OS0618.No superseded survey control is available for this station.
 OS0618
 OS0618_MARKER: I = METAL ROD
 OS0618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0618_STAMPING: H 436 1985
 OS0618_MARK LOGO: NGS
 OS0618_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0618+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2013
 OS0618_ROD/PIPE-DEPTH: 11.9 meters
 OS0618
 OS0618  HISTORY     - Date     Condition        Report By
 OS0618  HISTORY     - 1985     MONUMENTED       NGS
 OS0618  HISTORY     - 19910713 GOOD             NGS
 OS0618  HISTORY     - 20130121 GOOD             INDIV
 OS0618
 OS0618                          STATION DESCRIPTION
 OS0618
 OS0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0618'29.2 KM (18.15 MI) WEST FROM KADOKA.
 OS0618'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 OS0618'29.2 KM (18.15 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY
 OS0618'73 SOUTH AT KADOKA, 1.15 KM (0.7 MI) SOUTHEAST OF THE STATE HIGHWAY
 OS0618'240 OVERPASS BRIDGE, 40.5 METERS (133 FT) EAST OF MILEPOST 132, 23.3
 OS0618'METESRS (76.5 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, 22.5
 OS0618'METERS (74 FT) WEST OF THE WEST END OF A WOODEN RIGHT-OF-WAY FENCE
 OS0618'BRACE, 22.5 METERS (74 FT) NORTH OF THE CENTER OF THE FRONTAGE ROAD
 OS0618'AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OS0618'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0618'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0618
 OS0618                          STATION RECOVERY (1991)
 OS0618
 OS0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0618'29.2 KM (18.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0618'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 40.5 M (132.9 FT)
 OS0618'SOUTHEAST OF MILEPOST 132, 23.3 M (76.4 FT) SOUTH OF THE CENTERLINE
 OS0618'OF THE EASTBOUND LANES OF THE HIGHWAY, 22.5 M (73.8 FT) WEST OF THE
 OS0618'MOST WESTERLY OF 2 BRACED FENCE POSTS, 22.5 M (73.8 FT) NORTH OF THE
 OS0618'CENTERLINE OF A FRONTAGE ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 OS0618'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF THE FENCE, AND 0.3 M (1.0 FT) EAST
 OS0618'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0618'5-INCH LOGO CAP.
 OS0618
 OS0618                          STATION RECOVERY (2013)
 OS0618
 OS0618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0600 ***********************************************************************
 QS0600  DESIGNATION -  H 438
 QS0600  PID         -  QS0600
 QS0600  STATE/COUNTY-  SD/ZIEBACH
 QS0600  COUNTRY     -  US
 QS0600  USGS QUAD   -  DUPREE NE (2017)
 QS0600
 QS0600                         *CURRENT SURVEY CONTROL
 QS0600  ______________________________________________________________________
 QS0600* NAD 83(1986) POSITION- 45 10 07.     (N) 101 32 53.     (W)   SCALED
 QS0600* NAVD 88 ORTHO HEIGHT -   698.522 (meters)     2291.73  (feet) ADJUSTED
 QS0600  ______________________________________________________________________
 QS0600  GEOID HEIGHT    -        -20.581 (meters)                     GEOID18
 QS0600  DYNAMIC HEIGHT  -        698.394 (meters)     2291.31  (feet) COMP
 QS0600  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 QS0600
 QS0600  VERT ORDER      -  FIRST     CLASS II
 QS0600
 QS0600.The horizontal coordinates were scaled from a map and have
 QS0600.an estimated accuracy of +/- 6 seconds.
 QS0600
 QS0600.The orthometric height was determined by differential leveling and
 QS0600.adjusted by the NATIONAL GEODETIC SURVEY
 QS0600.in June 1991.
 QS0600
 QS0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0600.GEOID18 height accuracy estimate available here.
 QS0600
 QS0600.Click photographs - Photos may exist for this station.
 QS0600
 QS0600.The dynamic height is computed by dividing the NAVD 88
 QS0600.geopotential number by the normal gravity value computed on the
 QS0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0600.degrees latitude (g = 980.6199 gals.).
 QS0600
 QS0600.The modeled gravity was interpolated from observed gravity values.
 QS0600
 QS0600;                    North         East    Units  Estimated Accuracy
 QS0600;SPC SD N     -   149,540.      478,310.      MT  (+/- 180 meters Scaled)
 QS0600
 QS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR997048(NAD 83)
 QS0600
 QS0600                          SUPERSEDED SURVEY CONTROL
 QS0600
 QS0600.No superseded survey control is available for this station.
 QS0600
 QS0600_MARKER: I = METAL ROD
 QS0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0600_STAMPING: H 438 1985
 QS0600_MARK LOGO: NGS
 QS0600_PROJECTION: FLUSH
 QS0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0600+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 QS0600_ROD/PIPE-DEPTH: 6.7 meters
 QS0600
 QS0600  HISTORY     - Date     Condition        Report By
 QS0600  HISTORY     - 1985     MONUMENTED       NGS
 QS0600  HISTORY     - 20120726 GOOD             INDIV
 QS0600
 QS0600                          STATION DESCRIPTION
 QS0600
 QS0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0600'17.4 KM (10.8 MI) NORTH FROM DUPREE.
 QS0600'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0600'STREET AT DUPREE, THENCE 14.52 KM (9.02 MI) NORTH ALONG STATE HIGHWAY
 QS0600'65, ON THE OUTSIDE OF THE SOUTH END OF A CURVE, AT AN INTERSECTION OF
 QS0600'FENCE LINES, 22.1 METERS (72.5 FT) WEST-NORTHWEST OF THE HIGHWAY
 QS0600'CENTERLINE, 32.0 METERS (105 FT) WEST OF MILEPOST 173, 27.9 METERS
 QS0600'(91.5 FT) NORTHWEST OF THE WEST END OF A 18-INCH PIPE CULVERT,
 QS0600'10.8 METERS (35.5 FT) WEST OF THE SOUTHEAST CORNER OF A RIGHT ANGLE
 QS0600'OFFSET IN THE RIGHT-OF-WAY FENCE, 0.8 METER (2.5 FT) SOUTH OF THE
 QS0600'FENCE CORNER POST AND 0.2 METER (0.5 FT) EAST OF THE RIGHT-OF-WAY
 QS0600'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0600'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0600'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QS0600
 QS0600                          STATION RECOVERY (2012)
 QS0600
 QS0600'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0043 ***********************************************************************
 OR0043  DESIGNATION -  H 44
 OR0043  PID         -  OR0043
 OR0043  STATE/COUNTY-  SD/SANBORN
 OR0043  COUNTRY     -  US
 OR0043  USGS QUAD   -  LETCHER (2017)
 OR0043
 OR0043                         *CURRENT SURVEY CONTROL
 OR0043  ______________________________________________________________________
 OR0043* NAD 83(1986) POSITION- 43 53 44.     (N) 098 08 18.     (W)   SCALED
 OR0043* NAVD 88 ORTHO HEIGHT -   398.920 (meters)     1308.79  (feet) ADJUSTED
 OR0043  ______________________________________________________________________
 OR0043  GEOID HEIGHT    -        -25.817 (meters)                     GEOID18
 OR0043  DYNAMIC HEIGHT  -        398.832 (meters)     1308.50  (feet) COMP
 OR0043  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 OR0043
 OR0043  VERT ORDER      -  FIRST     CLASS II
 OR0043
 OR0043.The horizontal coordinates were scaled from a map and have
 OR0043.an estimated accuracy of +/- 6 seconds.
 OR0043
 OR0043.The orthometric height was determined by differential leveling and
 OR0043.adjusted by the NATIONAL GEODETIC SURVEY
 OR0043.in June 1991.
 OR0043
 OR0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0043.GEOID18 height accuracy estimate available here.
 OR0043
 OR0043.Click photographs - Photos may exist for this station.
 OR0043
 OR0043.The dynamic height is computed by dividing the NAVD 88
 OR0043.geopotential number by the normal gravity value computed on the
 OR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0043.degrees latitude (g = 980.6199 gals.).
 OR0043
 OR0043.The modeled gravity was interpolated from observed gravity values.
 OR0043
 OR0043;                    North         East    Units  Estimated Accuracy
 OR0043;SPC SD S     -   175,880.      776,330.      MT  (+/- 180 meters Scaled)
 OR0043
 OR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP692606(NAD 83)
 OR0043
 OR0043                          SUPERSEDED SURVEY CONTROL
 OR0043
 OR0043  NGVD 29 (??/??/92)  398.625  (m)         1307.82   (f) ADJ UNCH    1 2
 OR0043
 OR0043.Superseded values are not recommended for survey control.
 OR0043
 OR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0043.See file dsdata.pdf to determine how the superseded data were derived.
 OR0043
 OR0043_MARKER: DB = BENCH MARK DISK
 OR0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0043_SP_SET: WALL
 OR0043_STAMPING: H 44 1934
 OR0043_MARK LOGO: CGS
 OR0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0043+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 OR0043
 OR0043  HISTORY     - Date     Condition        Report By
 OR0043  HISTORY     - 1934     MONUMENTED       CGS
 OR0043  HISTORY     - 20050808 GOOD             GEOCAC
 OR0043  HISTORY     - 20120518 GOOD             INDIV
 OR0043
 OR0043                          STATION DESCRIPTION
 OR0043
 OR0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0043'AT LETCHER.
 OR0043'AT LETCHER, SANBORN COUNTY, AT THE PUBLIC SCHOOL, IN THE BRICK
 OR0043'WALL FACING THE TRACK, 2 FEET FROM THE SOUTH CORNER, AND ABOUT
 OR0043'3-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED H 44 1934
 OR0043'AND SET VERTICALLY.
 OR0043
 OR0043                          STATION RECOVERY (2005)
 OR0043
 OR0043'RECOVERY NOTE BY GEOCACHING 2005 (JDT)
 OR0043'RECOVERED IN GOOD CONDITION.
 OR0043
 OR0043                          STATION RECOVERY (2012)
 OR0043
 OR0043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0950 ***********************************************************************
 OQ0950  DESIGNATION -  H 447
 OQ0950  PID         -  OQ0950
 OQ0950  STATE/COUNTY-  SD/UNION
 OQ0950  COUNTRY     -  US
 OQ0950  USGS QUAD   -  BERESFORD (2017)
 OQ0950
 OQ0950                         *CURRENT SURVEY CONTROL
 OQ0950  ______________________________________________________________________
 OQ0950* NAD 83(1986) POSITION- 43 01 32.     (N) 096 47 43.     (W)   SCALED
 OQ0950* NAVD 88 ORTHO HEIGHT -   432.694 (meters)     1419.60  (feet) ADJUSTED
 OQ0950  ______________________________________________________________________
 OQ0950  GEOID HEIGHT    -        -25.781 (meters)                     GEOID18
 OQ0950  DYNAMIC HEIGHT  -        432.575 (meters)     1419.21  (feet) COMP
 OQ0950  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 OQ0950
 OQ0950  VERT ORDER      -  FIRST     CLASS II
 OQ0950
 OQ0950.The horizontal coordinates were scaled from a map and have
 OQ0950.an estimated accuracy of +/- 6 seconds.
 OQ0950
 OQ0950.The orthometric height was determined by differential leveling and
 OQ0950.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0950.in June 1991.
 OQ0950
 OQ0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0950.GEOID18 height accuracy estimate available here.
 OQ0950
 OQ0950.Click photographs - Photos may exist for this station.
 OQ0950
 OQ0950.The dynamic height is computed by dividing the NAVD 88
 OQ0950.geopotential number by the normal gravity value computed on the
 OQ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0950.degrees latitude (g = 980.6199 gals.).
 OQ0950
 OQ0950.The modeled gravity was interpolated from observed gravity values.
 OQ0950
 OQ0950;                    North         East    Units  Estimated Accuracy
 OQ0950;SPC SD S     -    83,040.      888,280.      MT  (+/- 180 meters Scaled)
 OQ0950
 OQ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN796660(NAD 83)
 OQ0950
 OQ0950                          SUPERSEDED SURVEY CONTROL
 OQ0950
 OQ0950.No superseded survey control is available for this station.
 OQ0950
 OQ0950_MARKER: I = METAL ROD
 OQ0950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0950_STAMPING: H 447 1990
 OQ0950_MARK LOGO: NGS
 OQ0950_PROJECTION: PROJECTING 13 CENTIMETERS
 OQ0950_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0950+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 OQ0950_ROD/PIPE-DEPTH: 12.8 meters
 OQ0950_SLEEVE-DEPTH  : 0.9 meters
 OQ0950
 OQ0950  HISTORY     - Date     Condition        Report By
 OQ0950  HISTORY     - 1990     MONUMENTED       NGS
 OQ0950  HISTORY     - 20120327 GOOD             INDIV
 OQ0950
 OQ0950                          STATION DESCRIPTION
 OQ0950
 OQ0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0950'6.5 KM (4.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0950'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 OQ0950'MILEPOST 43, 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE
 OQ0950'NORTHBOUND LANES OF THE HIGHWAY, 17.3 M (56.8 FT) EAST OF THE MOST
 OQ0950'NORTHERLY 1 OF 2 36-INCH CULVERTS, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 OQ0950'THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND T-FENCE
 OQ0950'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ0950'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 OQ0950'MONUMENT.
 OQ0950
 OQ0950                          STATION RECOVERY (2012)
 OQ0950
 OQ0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0990 ***********************************************************************
 OQ0990  DESIGNATION -  H 448
 OQ0990  PID         -  OQ0990
 OQ0990  STATE/COUNTY-  SD/MINNEHAHA
 OQ0990  COUNTRY     -  US
 OQ0990  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0990
 OQ0990                         *CURRENT SURVEY CONTROL
 OQ0990  ______________________________________________________________________
 OQ0990* NAD 83(1986) POSITION- 43 31 33.     (N) 096 46 48.     (W)   SCALED
 OQ0990* NAVD 88 ORTHO HEIGHT -   431.485 (meters)     1415.63  (feet) ADJUSTED
 OQ0990  ______________________________________________________________________
 OQ0990  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 OQ0990  DYNAMIC HEIGHT  -        431.369 (meters)     1415.25  (feet) COMP
 OQ0990  MODELED GRAVITY -    980,338.1   (mgal)                       NAVD 88
 OQ0990
 OQ0990  VERT ORDER      -  FIRST     CLASS II
 OQ0990
 OQ0990.The horizontal coordinates were scaled from a map and have
 OQ0990.an estimated accuracy of +/- 6 seconds.
 OQ0990
 OQ0990.The orthometric height was determined by differential leveling and
 OQ0990.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0990.in June 1991.
 OQ0990
 OQ0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0990.GEOID18 height accuracy estimate available here.
 OQ0990
 OQ0990.Click photographs - Photos may exist for this station.
 OQ0990
 OQ0990.The dynamic height is computed by dividing the NAVD 88
 OQ0990.geopotential number by the normal gravity value computed on the
 OQ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0990.degrees latitude (g = 980.6199 gals.).
 OQ0990
 OQ0990.The modeled gravity was interpolated from observed gravity values.
 OQ0990
 OQ0990;                    North         East    Units  Estimated Accuracy
 OQ0990;SPC SD S     -   138,620.      887,150.      MT  (+/- 180 meters Scaled)
 OQ0990
 OQ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP794216(NAD 83)
 OQ0990
 OQ0990                          SUPERSEDED SURVEY CONTROL
 OQ0990
 OQ0990.No superseded survey control is available for this station.
 OQ0990
 OQ0990_MARKER: I = METAL ROD
 OQ0990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0990_STAMPING: H 448 1990
 OQ0990_MARK LOGO: NGS
 OQ0990_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ0990_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0990+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0990_ROD/PIPE-DEPTH: 15.8 meters
 OQ0990_SLEEVE-DEPTH  : 0.9 meters
 OQ0990
 OQ0990  HISTORY     - Date     Condition        Report By
 OQ0990  HISTORY     - 1990     MONUMENTED       NGS
 OQ0990
 OQ0990                          STATION DESCRIPTION
 OQ0990
 OQ0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0990'2.0 KM (1.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0990'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 1.2 KM (0.7 MI)
 OQ0990'NORTH OF EXIT 77, 36.1 M (118.4 FT) NORTHEAST OF MILEPOST 78, 32.1 M
 OQ0990'(105.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ0990'HIGHWAY, 26.7 M (87.6 FT) NORTH OF A T-FENCE CORNER, 21.2 M (69.6 FT)
 OQ0990'EAST-NORTHEAST OF A TELEPHONE PEDESTAL, 0.5 M (1.6 FT) BELOW THE
 OQ0990'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 OQ0990'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0990'THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1019 ***********************************************************************
 OQ1019  DESIGNATION -  H 449
 OQ1019  PID         -  OQ1019
 OQ1019  STATE/COUNTY-  SD/MINNEHAHA
 OQ1019  COUNTRY     -  US
 OQ1019  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1019
 OQ1019                         *CURRENT SURVEY CONTROL
 OQ1019  ______________________________________________________________________
 OQ1019* NAD 83(1986) POSITION- 43 36 22.15   (N) 096 42 54.92   (W)   HD_HELD1
 OQ1019* NAVD 88 ORTHO HEIGHT -   435.580 (meters)     1429.07  (feet) ADJUSTED
 OQ1019  ______________________________________________________________________
 OQ1019  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 OQ1019  DYNAMIC HEIGHT  -        435.469 (meters)     1428.70  (feet) COMP
 OQ1019  MODELED GRAVITY -    980,351.6   (mgal)                       NAVD 88
 OQ1019
 OQ1019  VERT ORDER      -  FIRST     CLASS II
 OQ1019
 OQ1019.The horizontal coordinates were determined by differentially corrected
 OQ1019.hand held GPS observations or other comparable positioning techniques
 OQ1019.and have an estimated accuracy of +/- 3 meters.
 OQ1019
 OQ1019.The orthometric height was determined by differential leveling and
 OQ1019.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1019.in June 1991.
 OQ1019
 OQ1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1019.GEOID18 height accuracy estimate available here.
 OQ1019
 OQ1019.Click photographs - Photos may exist for this station.
 OQ1019
 OQ1019.The dynamic height is computed by dividing the NAVD 88
 OQ1019.geopotential number by the normal gravity value computed on the
 OQ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1019.degrees latitude (g = 980.6199 gals.).
 OQ1019
 OQ1019.The modeled gravity was interpolated from observed gravity values.
 OQ1019
 OQ1019;                    North         East    Units  Estimated Accuracy
 OQ1019;SPC SD S     -   147,759.7     891,985.4     MT  (+/- 3 meters HH1 GPS) 
 OQ1019
 OQ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8438730666(NAD 83)
 OQ1019
 OQ1019                          SUPERSEDED SURVEY CONTROL
 OQ1019
 OQ1019.No superseded survey control is available for this station.
 OQ1019
 OQ1019_MARKER: I = METAL ROD
 OQ1019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1019_STAMPING: H 449 1990
 OQ1019_MARK LOGO: NGS
 OQ1019_PROJECTION: FLUSH
 OQ1019_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1019+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 OQ1019_ROD/PIPE-DEPTH: 12.1 meters
 OQ1019_SLEEVE-DEPTH  : 0.9 meters
 OQ1019
 OQ1019  HISTORY     - Date     Condition        Report By
 OQ1019  HISTORY     - UNK      MONUMENTED       NGS
 OQ1019  HISTORY     - 19910526 GOOD             NGS
 OQ1019  HISTORY     - 20100423 GOOD             INDIV
 OQ1019  HISTORY     - 20160329 GOOD             MNDT
 OQ1019
 OQ1019                          STATION DESCRIPTION
 OQ1019
 OQ1019'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 OQ1019'0.3 KM (0.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OQ1019'JUNCTION WITH CLIFF AVENUE IN SIOUX FALLS, 1.1 KM (0.7 MI) WEST OF
 OQ1019'MILEPOST 400, 34.0 M (111.5 FT) NORTH OF THE CENTERLINE OF THE
 OQ1019'WESTBOUND LANES OF THE HIGHWAY, 16.5 M (54.1 FT) WEST-SOUTHWEST OF A
 OQ1019'UTILITY POLE, 7.7 M (25.3 FT) EAST-SOUTHEAST OF A UTILITY POLE WITH
 OQ1019'FIVE GUY WIRES, 2.1 M (6.9 FT) EAST OF A SUPPORT POST IN A FENCE
 OQ1019'LINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 OQ1019'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1019'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1019'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1019
 OQ1019                          STATION RECOVERY (1991)
 OQ1019
 OQ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1019'2.0 KM (1.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1019'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, 1.1
 OQ1019'KM (0.7 MI) WEST OF MILEPOST 400, 34.0 M (111.5 FT) NORTH OF THE
 OQ1019'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 16.5 M (54.1 FT)
 OQ1019'WEST-SOUTHWEST OF A UTILITY POLE, 7.7 M (25.3 FT) EAST-SOUTHEAST OF A
 OQ1019'UTILITY POLE WITH 5 GUY CABLES, 2.1 M (6.9 FT) EAST OF A SUPPORT POST
 OQ1019'IN A FENCE LINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ1019'0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OQ1019'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OQ1019'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1019
 OQ1019                          STATION RECOVERY (2010)
 OQ1019
 OQ1019'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JHC)
 OQ1019'RECOVERED AS DESCRIBED. SOME OF THE GUY ANCHORS HAVE BEEN REMOVED OR
 OQ1019'LOST.
 OQ1019
 OQ1019                          STATION RECOVERY (2016)
 OQ1019
 OQ1019'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 OQ1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0082 ***********************************************************************
 PS0082  DESIGNATION -  H 45
 PS0082  PID         -  PS0082
 PS0082  STATE/COUNTY-  SD/BEADLE
 PS0082  COUNTRY     -  US
 PS0082  USGS QUAD   -  VIRGIL (2017)
 PS0082
 PS0082                         *CURRENT SURVEY CONTROL
 PS0082  ______________________________________________________________________
 PS0082* NAD 83(1986) POSITION- 44 22 03.     (N) 098 27 28.     (W)   SCALED
 PS0082* NAVD 88 ORTHO HEIGHT -   407.010 (meters)     1335.33  (feet) ADJUSTED
 PS0082  ______________________________________________________________________
 PS0082  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 PS0082  DYNAMIC HEIGHT  -        406.937 (meters)     1335.09  (feet) COMP
 PS0082  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 PS0082
 PS0082  VERT ORDER      -  FIRST     CLASS II
 PS0082
 PS0082.The horizontal coordinates were scaled from a map and have
 PS0082.an estimated accuracy of +/- 6 seconds.
 PS0082
 PS0082.The orthometric height was determined by differential leveling and
 PS0082.adjusted by the NATIONAL GEODETIC SURVEY
 PS0082.in June 1991.
 PS0082
 PS0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0082.GEOID18 height accuracy estimate available here.
 PS0082
 PS0082.Click photographs - Photos may exist for this station.
 PS0082
 PS0082.The dynamic height is computed by dividing the NAVD 88
 PS0082.geopotential number by the normal gravity value computed on the
 PS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0082.degrees latitude (g = 980.6199 gals.).
 PS0082
 PS0082.The modeled gravity was interpolated from observed gravity values.
 PS0082
 PS0082;                    North         East    Units  Estimated Accuracy
 PS0082;SPC SD N     -    60,530.      722,920.      MT  (+/- 180 meters Scaled)
 PS0082
 PS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ432128(NAD 83)
 PS0082
 PS0082                          SUPERSEDED SURVEY CONTROL
 PS0082
 PS0082  NGVD 29 (??/??/92)  406.709  (m)         1334.34   (f) ADJ UNCH    1 2
 PS0082
 PS0082.Superseded values are not recommended for survey control.
 PS0082
 PS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0082.See file dsdata.pdf to determine how the superseded data were derived.
 PS0082
 PS0082_MARKER: DB = BENCH MARK DISK
 PS0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0082_STAMPING: H 45 1934
 PS0082_MARK LOGO: CGS
 PS0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0082+STABILITY: SURFACE MOTION
 PS0082
 PS0082  HISTORY     - Date     Condition        Report By
 PS0082  HISTORY     - 1934     MONUMENTED       CGS
 PS0082
 PS0082                          STATION DESCRIPTION
 PS0082
 PS0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0082'3.5 MI SE FROM WOLSEY.
 PS0082'ABOUT 3-1/2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 PS0082'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT WOLSEY, BEADLE
 PS0082'COUNTY, ABOUT 20 POLES NORTHWEST OF MILEPOST 51, AT THE CROSSING
 PS0082'OF U.S. HIGHWAY 281, ABOUT 105 FEET EAST OF THE CENTER LINE OF
 PS0082'THE HIGHWAY, 43 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 PS0082'AND 5 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED H 45 1934
 PS0082'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1950 ***********************************************************************
 NM1950  DESIGNATION -  H 450
 NM1950  PID         -  NM1950
 NM1950  STATE/COUNTY-  SD/UNION
 NM1950  COUNTRY     -  US
 NM1950  USGS QUAD   -  JEFFERSON (2017)
 NM1950
 NM1950                         *CURRENT SURVEY CONTROL
 NM1950  ______________________________________________________________________
 NM1950* NAD 83(1986) POSITION- 42 36 57.     (N) 096 35 21.     (W)   SCALED
 NM1950* NAVD 88 ORTHO HEIGHT -   339.847 (meters)     1114.98  (feet) ADJUSTED
 NM1950  ______________________________________________________________________
 NM1950  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 NM1950  DYNAMIC HEIGHT  -        339.744 (meters)     1114.64  (feet) COMP
 NM1950  MODELED GRAVITY -    980,306.7   (mgal)                       NAVD 88
 NM1950
 NM1950  VERT ORDER      -  FIRST     CLASS II
 NM1950
 NM1950.The horizontal coordinates were scaled from a map and have
 NM1950.an estimated accuracy of +/- 6 seconds.
 NM1950
 NM1950.The orthometric height was determined by differential leveling and
 NM1950.adjusted by the NATIONAL GEODETIC SURVEY
 NM1950.in June 1991.
 NM1950
 NM1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1950.GEOID18 height accuracy estimate available here.
 NM1950
 NM1950.Click photographs - Photos may exist for this station.
 NM1950
 NM1950.The dynamic height is computed by dividing the NAVD 88
 NM1950.geopotential number by the normal gravity value computed on the
 NM1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1950.degrees latitude (g = 980.6199 gals.).
 NM1950
 NM1950.The modeled gravity was interpolated from observed gravity values.
 NM1950
 NM1950;                    North         East    Units  Estimated Accuracy
 NM1950;SPC SD S     -    38,310.      907,110.      MT  (+/- 180 meters Scaled)
 NM1950
 NM1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN977209(NAD 83)
 NM1950
 NM1950                          SUPERSEDED SURVEY CONTROL
 NM1950
 NM1950.No superseded survey control is available for this station.
 NM1950
 NM1950_MARKER: I = METAL ROD
 NM1950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1950_STAMPING: H 450 1990
 NM1950_MARK LOGO: NGS
 NM1950_PROJECTION: PROJECTING 23 CENTIMETERS
 NM1950_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1950+STABILITY: POSITION/ELEVATION WELL
 NM1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1950+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1950_ROD/PIPE-DEPTH: 40.2 meters
 NM1950_SLEEVE-DEPTH  : 12.2 meters
 NM1950
 NM1950  HISTORY     - Date     Condition        Report By
 NM1950  HISTORY     - 1990     MONUMENTED       NGS
 NM1950  HISTORY     - 20120402 GOOD             INDIV
 NM1950
 NM1950                          STATION DESCRIPTION
 NM1950
 NM1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1950'1.2 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 105 FROM ITS JUNCTION
 NM1950'WITH MAIN STREET IN JEFFERSON, THENCE 1.6 KM (1.0 MI) NORTHERLY ALONG
 NM1950'INTERSTATE HIGHWAY 29, 0.8 KM (0.5 MI) NORTH OF MILEPOST 10, 32.2 M
 NM1950'(105.6 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NM1950'HIGHWAY, 2.2 M (7.2 FT) NORTHWEST OF THE MOST NORTHWESTERLY 1 OF 2
 NM1950'FENCE BRACE POSTS, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NM1950'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 NM1950'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1950
 NM1950                          STATION RECOVERY (2012)
 NM1950
 NM1950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1023 ***********************************************************************
 PR1023  DESIGNATION -  H 451
 PR1023  PID         -  PR1023
 PR1023  STATE/COUNTY-  SD/MOODY
 PR1023  COUNTRY     -  US
 PR1023  USGS QUAD   -  RUTLAND SE (2017)
 PR1023
 PR1023                         *CURRENT SURVEY CONTROL
 PR1023  ______________________________________________________________________
 PR1023* NAD 83(1986) POSITION- 44 03 56.     (N) 096 45 30.     (W)   SCALED
 PR1023* NAVD 88 ORTHO HEIGHT -   514.691 (meters)     1688.62  (feet) ADJUSTED
 PR1023  ______________________________________________________________________
 PR1023  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 PR1023  DYNAMIC HEIGHT  -        514.574 (meters)     1688.23  (feet) COMP
 PR1023  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 PR1023
 PR1023  VERT ORDER      -  FIRST     CLASS II
 PR1023
 PR1023.The horizontal coordinates were scaled from a map and have
 PR1023.an estimated accuracy of +/- 6 seconds.
 PR1023
 PR1023.The orthometric height was determined by differential leveling and
 PR1023.adjusted by the NATIONAL GEODETIC SURVEY
 PR1023.in October 1997.
 PR1023
 PR1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1023.GEOID18 height accuracy estimate available here.
 PR1023
 PR1023.Click photographs - Photos may exist for this station.
 PR1023
 PR1023.The dynamic height is computed by dividing the NAVD 88
 PR1023.geopotential number by the normal gravity value computed on the
 PR1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1023.degrees latitude (g = 980.6199 gals.).
 PR1023
 PR1023.The modeled gravity was interpolated from observed gravity values.
 PR1023
 PR1023;                    North         East    Units  Estimated Accuracy
 PR1023;SPC SD S     -   198,600.      886,320.      MT  (+/- 180 meters Scaled)
 PR1023
 PR1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP795815(NAD 83)
 PR1023
 PR1023                          SUPERSEDED SURVEY CONTROL
 PR1023
 PR1023  NAVD 88 (06/15/91)  514.698  (m)         1688.64   (f) SUPERSEDED  1 2
 PR1023
 PR1023.Superseded values are not recommended for survey control.
 PR1023
 PR1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1023.See file dsdata.pdf to determine how the superseded data were derived.
 PR1023
 PR1023_MARKER: I = METAL ROD
 PR1023_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1023_STAMPING: H 451 1990
 PR1023_MARK LOGO: NGS
 PR1023_PROJECTION: FLUSH
 PR1023_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1023+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2012
 PR1023_ROD/PIPE-DEPTH: 6.1 meters
 PR1023_SLEEVE-DEPTH  : 0.9 meters
 PR1023
 PR1023  HISTORY     - Date     Condition        Report By
 PR1023  HISTORY     - 1990     MONUMENTED       NGS
 PR1023  HISTORY     - 20120430 GOOD             USGS
 PR1023
 PR1023                          STATION DESCRIPTION
 PR1023
 PR1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1023'9.6 KM (6.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY FROM ITS JUNCTION
 PR1023'WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 1.4 KM (0.9 MI) NORTH OF
 PR1023'MILEPOST 115, 30.8 M (101.0 FT) EAST OF THE CENTERLINE OF THE
 PR1023'NORTHBOUND LANES OF THE HIGHWAY, 22.3 M (73.2 FT) SOUTH OF A T-FENCE
 PR1023'CORNER, 13.0 M (42.7 FT) SOUTH OF THE EXTENDED CENTER OF AN ABANDONED
 PR1023'SECTION LINE ROAD, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 PR1023'0.6 M (2.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 PR1023'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 PR1023'MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 PR1023
 PR1023                          STATION RECOVERY (2012)
 PR1023
 PR1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2012 (RFT)
 PR1023'A LARGE STEEL BILLBOARD HAS BEEN INSTALLED ABOUT 8 FEET FROM THE
 PR1023'BENCHMARK, SO THIS SITE MAY NO LONGER BE SUITABLE FOR GPS OCCUPATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1171 ***********************************************************************
 OQ1171  DESIGNATION -  H 453
 OQ1171  PID         -  OQ1171
 OQ1171  STATE/COUNTY-  SD/HANSON
 OQ1171  COUNTRY     -  US
 OQ1171  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1171
 OQ1171                         *CURRENT SURVEY CONTROL
 OQ1171  ______________________________________________________________________
 OQ1171* NAD 83(1986) POSITION- 43 41 25.     (N) 097 52 11.     (W)   SCALED
 OQ1171* NAVD 88 ORTHO HEIGHT -   399.933 (meters)     1312.11  (feet) ADJUSTED
 OQ1171  ______________________________________________________________________
 OQ1171  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 OQ1171  DYNAMIC HEIGHT  -        399.834 (meters)     1311.79  (feet) COMP
 OQ1171  MODELED GRAVITY -    980,360.5   (mgal)                       NAVD 88
 OQ1171
 OQ1171  VERT ORDER      -  FIRST     CLASS II
 OQ1171
 OQ1171.The horizontal coordinates were scaled from a map and have
 OQ1171.an estimated accuracy of +/- 6 seconds.
 OQ1171
 OQ1171.The orthometric height was determined by differential leveling and
 OQ1171.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1171.in September 1993.
 OQ1171
 OQ1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1171.GEOID18 height accuracy estimate available here.
 OQ1171
 OQ1171.Click photographs - Photos may exist for this station.
 OQ1171
 OQ1171.The dynamic height is computed by dividing the NAVD 88
 OQ1171.geopotential number by the normal gravity value computed on the
 OQ1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1171.degrees latitude (g = 980.6199 gals.).
 OQ1171
 OQ1171.The modeled gravity was interpolated from observed gravity values.
 OQ1171
 OQ1171;                    North         East    Units  Estimated Accuracy
 OQ1171;SPC SD S     -   153,690.      798,570.      MT  (+/- 180 meters Scaled)
 OQ1171
 OQ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP910380(NAD 83)
 OQ1171
 OQ1171                          SUPERSEDED SURVEY CONTROL
 OQ1171
 OQ1171.No superseded survey control is available for this station.
 OQ1171
 OQ1171_MARKER: I = METAL ROD
 OQ1171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1171_STAMPING: H 453 1991
 OQ1171_MARK LOGO: NGS
 OQ1171_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ1171_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1171+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1171_ROD/PIPE-DEPTH: 6.8 meters
 OQ1171_SLEEVE-DEPTH  : 0.9 meters
 OQ1171
 OQ1171  HISTORY     - Date     Condition        Report By
 OQ1171  HISTORY     - 1991     MONUMENTED       NGS
 OQ1171  HISTORY     - 20120202 GOOD             INDIV
 OQ1171
 OQ1171                          STATION DESCRIPTION
 OQ1171
 OQ1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1171'7.4 KM (4.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1171'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.7 KM (0.4
 OQ1171'MI) WEST OF MILEPOST 339, 58.8 M (192.9 FT) SOUTH OF THE SOUTH END OF
 OQ1171'A CULVERT, 31.4 M (103.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 OQ1171'EASTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) NORTHWEST OF A BRACED
 OQ1171'FENCE POST, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 OQ1171'(1.6 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1171'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1171'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1171
 OQ1171                          STATION RECOVERY (2012)
 OQ1171
 OQ1171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0997 ***********************************************************************
 OR0997  DESIGNATION -  H 454
 OR0997  PID         -  OR0997
 OR0997  STATE/COUNTY-  SD/AURORA
 OR0997  COUNTRY     -  US
 OR0997  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0997
 OR0997                         *CURRENT SURVEY CONTROL
 OR0997  ______________________________________________________________________
 OR0997* NAD 83(1986) POSITION- 43 42 30.     (N) 098 32 45.     (W)   SCALED
 OR0997* NAVD 88 ORTHO HEIGHT -   476.664 (meters)     1563.86  (feet) ADJUSTED
 OR0997  ______________________________________________________________________
 OR0997  GEOID HEIGHT    -        -25.912 (meters)                     GEOID18
 OR0997  DYNAMIC HEIGHT  -        476.542 (meters)     1563.45  (feet) COMP
 OR0997  MODELED GRAVITY -    980,348.4   (mgal)                       NAVD 88
 OR0997
 OR0997  VERT ORDER      -  FIRST     CLASS II
 OR0997
 OR0997.The horizontal coordinates were scaled from a map and have
 OR0997.an estimated accuracy of +/- 6 seconds.
 OR0997
 OR0997.The orthometric height was determined by differential leveling and
 OR0997.adjusted by the NATIONAL GEODETIC SURVEY
 OR0997.in September 1993.
 OR0997
 OR0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0997.GEOID18 height accuracy estimate available here.
 OR0997
 OR0997.Click photographs - Photos may exist for this station.
 OR0997
 OR0997.The dynamic height is computed by dividing the NAVD 88
 OR0997.geopotential number by the normal gravity value computed on the
 OR0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0997.degrees latitude (g = 980.6199 gals.).
 OR0997
 OR0997.The modeled gravity was interpolated from observed gravity values.
 OR0997
 OR0997;                    North         East    Units  Estimated Accuracy
 OR0997;SPC SD S     -   154,300.      744,050.      MT  (+/- 180 meters Scaled)
 OR0997
 OR0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP365395(NAD 83)
 OR0997
 OR0997                          SUPERSEDED SURVEY CONTROL
 OR0997
 OR0997.No superseded survey control is available for this station.
 OR0997
 OR0997_MARKER: I = METAL ROD
 OR0997_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0997_STAMPING: H 454 1991
 OR0997_MARK LOGO: NGS
 OR0997_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0997_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0997+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0997_ROD/PIPE-DEPTH: 7.1 meters
 OR0997_SLEEVE-DEPTH  : 0.9 meters
 OR0997
 OR0997  HISTORY     - Date     Condition        Report By
 OR0997  HISTORY     - 1991     MONUMENTED       NGS
 OR0997  HISTORY     - 20120208 GOOD             INDIV
 OR0997
 OR0997                          STATION DESCRIPTION
 OR0997
 OR0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0997'4.9 KM (3.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0997'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0997'0.3 KM (0.2 MI) EAST OF MILEPOST 305, 52.8 M (173.2 FT) WEST OF A
 OR0997'T-FENCE CORNER, 32.8 M (107.6 FT) SOUTH OF AND LEVEL WITH THE
 OR0997'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 OR0997'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OR0997'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR0997'SPECIFICATIONS FOR A CLASS A MARK.
 OR0997
 OR0997                          STATION RECOVERY (2012)
 OR0997
 OR0997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1148 ***********************************************************************
 OQ1148  DESIGNATION -  H 455
 OQ1148  PID         -  OQ1148
 OQ1148  STATE/COUNTY-  SD/MCCOOK
 OQ1148  COUNTRY     -  US
 OQ1148  USGS QUAD   -  SALEM (2017)
 OQ1148
 OQ1148                         *CURRENT SURVEY CONTROL
 OQ1148  ______________________________________________________________________
 OQ1148* NAD 83(1986) POSITION- 43 39 54.     (N) 097 28 08.     (W)   SCALED
 OQ1148* NAVD 88 ORTHO HEIGHT -   441.703 (meters)     1449.15  (feet) ADJUSTED
 OQ1148  ______________________________________________________________________
 OQ1148  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 OQ1148  DYNAMIC HEIGHT  -        441.595 (meters)     1448.80  (feet) COMP
 OQ1148  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 OQ1148
 OQ1148  VERT ORDER      -  FIRST     CLASS II
 OQ1148
 OQ1148.The horizontal coordinates were scaled from a map and have
 OQ1148.an estimated accuracy of +/- 6 seconds.
 OQ1148
 OQ1148.The orthometric height was determined by differential leveling and
 OQ1148.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1148.in September 1993.
 OQ1148
 OQ1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1148.GEOID18 height accuracy estimate available here.
 OQ1148
 OQ1148.Click photographs - Photos may exist for this station.
 OQ1148
 OQ1148.The dynamic height is computed by dividing the NAVD 88
 OQ1148.geopotential number by the normal gravity value computed on the
 OQ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1148.degrees latitude (g = 980.6199 gals.).
 OQ1148
 OQ1148.The modeled gravity was interpolated from observed gravity values.
 OQ1148
 OQ1148;                    North         East    Units  Estimated Accuracy
 OQ1148;SPC SD S     -   151,920.      830,970.      MT  (+/- 180 meters Scaled)
 OQ1148
 OQ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP234358(NAD 83)
 OQ1148
 OQ1148                          SUPERSEDED SURVEY CONTROL
 OQ1148
 OQ1148.No superseded survey control is available for this station.
 OQ1148
 OQ1148_MARKER: I = METAL ROD
 OQ1148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1148_STAMPING: H 455 1991
 OQ1148_MARK LOGO: NGS
 OQ1148_PROJECTION: FLUSH
 OQ1148_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1148+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1148_ROD/PIPE-DEPTH: 7.2 meters
 OQ1148_SLEEVE-DEPTH  : 0.9 meters
 OQ1148
 OQ1148  HISTORY     - Date     Condition        Report By
 OQ1148  HISTORY     - 1991     MONUMENTED       NGS
 OQ1148  HISTORY     - 20120209 GOOD             INDIV
 OQ1148
 OQ1148                          STATION DESCRIPTION
 OQ1148
 OQ1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1148'31.8 KM (19.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1148'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1148'31.4 M (103.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OQ1148'THE HIGHWAY, 21.3 M (69.9 FT) SOUTH-SOUTHEAST OF MILEPOST 360, 4.6 M
 OQ1148'(15.1 FT) EAST OF THE MOST EASTERLY OF 3 BRACED FENCE POSTS, 2.0 M
 OQ1148'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.8 M (5.9 FT) WEST OF A
 OQ1148'T-FENCE CORNER, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1148'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1148'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1148
 OQ1148                          STATION RECOVERY (2012)
 OQ1148
 OQ1148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0852 ***********************************************************************
 OS0852  DESIGNATION -  H 457
 OS0852  PID         -  OS0852
 OS0852  STATE/COUNTY-  SD/JONES
 OS0852  COUNTRY     -  US
 OS0852  USGS QUAD   -  OKATON NE (2017)
 OS0852
 OS0852                         *CURRENT SURVEY CONTROL
 OS0852  ______________________________________________________________________
 OS0852* NAD 83(1986) POSITION- 43 53 10.     (N) 100 49 31.     (W)   SCALED
 OS0852* NAVD 88 ORTHO HEIGHT -   702.941 (meters)     2306.23  (feet) ADJUSTED
 OS0852  ______________________________________________________________________
 OS0852  GEOID HEIGHT    -        -23.829 (meters)                     GEOID18
 OS0852  DYNAMIC HEIGHT  -        702.711 (meters)     2305.48  (feet) COMP
 OS0852  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OS0852
 OS0852  VERT ORDER      -  FIRST     CLASS II
 OS0852
 OS0852.The horizontal coordinates were scaled from a map and have
 OS0852.an estimated accuracy of +/- 6 seconds.
 OS0852
 OS0852.The orthometric height was determined by differential leveling and
 OS0852.adjusted by the NATIONAL GEODETIC SURVEY
 OS0852.in September 1993.
 OS0852
 OS0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0852.GEOID18 height accuracy estimate available here.
 OS0852
 OS0852.Click photographs - Photos may exist for this station.
 OS0852
 OS0852.The dynamic height is computed by dividing the NAVD 88
 OS0852.geopotential number by the normal gravity value computed on the
 OS0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0852.degrees latitude (g = 980.6199 gals.).
 OS0852
 OS0852.The modeled gravity was interpolated from observed gravity values.
 OS0852
 OS0852;                    North         East    Units  Estimated Accuracy
 OS0852;SPC SD S     -   172,620.      560,470.      MT  (+/- 180 meters Scaled)
 OS0852
 OS0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP533608(NAD 83)
 OS0852
 OS0852                          SUPERSEDED SURVEY CONTROL
 OS0852
 OS0852.No superseded survey control is available for this station.
 OS0852
 OS0852_MARKER: I = METAL ROD
 OS0852_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0852_STAMPING: H 457 1991
 OS0852_MARK LOGO: NGS
 OS0852_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0852_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0852+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0852_ROD/PIPE-DEPTH: 5.3 meters
 OS0852_SLEEVE-DEPTH  : 0.9 meters
 OS0852
 OS0852  HISTORY     - Date     Condition        Report By
 OS0852  HISTORY     - 1991     MONUMENTED       NGS
 OS0852
 OS0852                          STATION DESCRIPTION
 OS0852
 OS0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0852'9.7 KM (6.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0852'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 1.1 KM (0.70
 OS0852'MI) EAST OF MILEPOST 186, 31.0 M (101.7 FT) SOUTH OF THE CENTERLINE
 OS0852'OF THE EASTBOUND LANES OF THE HIGHWAY, 13.5 M (44.3 FT) WEST OF THE
 OS0852'CENTER OF A GATE, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND
 OS0852'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0852'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0888 ***********************************************************************
 OS0888  DESIGNATION -  H 458
 OS0888  PID         -  OS0888
 OS0888  STATE/COUNTY-  SD/JONES
 OS0888  COUNTRY     -  US
 OS0888  USGS QUAD   -  WESTOVER (2017)
 OS0888
 OS0888                         *CURRENT SURVEY CONTROL
 OS0888  ______________________________________________________________________
 OS0888* NAD 83(1986) POSITION- 43 44 36.     (N) 100 39 57.     (W)   SCALED
 OS0888* NAVD 88 ORTHO HEIGHT -   543.991 (meters)     1784.74  (feet) ADJUSTED
 OS0888  ______________________________________________________________________
 OS0888  GEOID HEIGHT    -        -24.329 (meters)                     GEOID18
 OS0888  DYNAMIC HEIGHT  -        543.813 (meters)     1784.16  (feet) COMP
 OS0888  MODELED GRAVITY -    980,275.3   (mgal)                       NAVD 88
 OS0888
 OS0888  VERT ORDER      -  FIRST     CLASS II
 OS0888
 OS0888.The horizontal coordinates were scaled from a map and have
 OS0888.an estimated accuracy of +/- 6 seconds.
 OS0888
 OS0888.The orthometric height was determined by differential leveling and
 OS0888.adjusted by the NATIONAL GEODETIC SURVEY
 OS0888.in June 1994.
 OS0888
 OS0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0888.GEOID18 height accuracy estimate available here.
 OS0888
 OS0888.Click photographs - Photos may exist for this station.
 OS0888
 OS0888.The dynamic height is computed by dividing the NAVD 88
 OS0888.geopotential number by the normal gravity value computed on the
 OS0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0888.degrees latitude (g = 980.6199 gals.).
 OS0888
 OS0888.The modeled gravity was interpolated from observed gravity values.
 OS0888
 OS0888;                    North         East    Units  Estimated Accuracy
 OS0888;SPC SD S     -   156,690.      573,220.      MT  (+/- 180 meters Scaled)
 OS0888
 OS0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP658447(NAD 83)
 OS0888
 OS0888                          SUPERSEDED SURVEY CONTROL
 OS0888
 OS0888.No superseded survey control is available for this station.
 OS0888
 OS0888_MARKER: I = METAL ROD
 OS0888_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0888_STAMPING: H 458 1992
 OS0888_MARK LOGO: NGS
 OS0888_PROJECTION: FLUSH
 OS0888_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0888+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0888_ROD/PIPE-DEPTH: 9.2 meters
 OS0888
 OS0888  HISTORY     - Date     Condition        Report By
 OS0888  HISTORY     - 1992     MONUMENTED       NGS
 OS0888
 OS0888                          STATION DESCRIPTION
 OS0888
 OS0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0888'12.6 KM (7.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0888'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, THENCE 3.4 KM (2.10 MI)
 OS0888'SOUTHEASTERLY ALONG COUNTY ROAD S7, THENCE 0.5 KM (0.30 MI) SOUTHERLY
 OS0888'ALONG COUNTY ROAD S6, 8.4 M (27.6 FT) EAST OF THE CENTER OF THE ROAD,
 OS0888'6.0 M (19.7 FT) WEST OF A UTILITY POLE, 5.5 M (18.0 FT) NORTH OF A
 OS0888'DRIVEWAY, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.6 M (2.0
 OS0888'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OS0888'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0910 ***********************************************************************
 OS0910  DESIGNATION -  H 459
 OS0910  PID         -  OS0910
 OS0910  STATE/COUNTY-  SD/TODD
 OS0910  COUNTRY     -  US
 OS0910  USGS QUAD   -  MISSION (2017)
 OS0910
 OS0910                         *CURRENT SURVEY CONTROL
 OS0910  ______________________________________________________________________
 OS0910* NAD 83(1986) POSITION- 43 19 02.     (N) 100 42 38.     (W)   SCALED
 OS0910* NAVD 88 ORTHO HEIGHT -   799.262 (meters)     2622.25  (feet) ADJUSTED
 OS0910  ______________________________________________________________________
 OS0910  GEOID HEIGHT    -        -23.190 (meters)                     GEOID18
 OS0910  DYNAMIC HEIGHT  -        798.942 (meters)     2621.20  (feet) COMP
 OS0910  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 OS0910
 OS0910  VERT ORDER      -  FIRST     CLASS II
 OS0910
 OS0910.The horizontal coordinates were scaled from a map and have
 OS0910.an estimated accuracy of +/- 6 seconds.
 OS0910
 OS0910.The orthometric height was determined by differential leveling and
 OS0910.adjusted by the NATIONAL GEODETIC SURVEY
 OS0910.in June 1994.
 OS0910
 OS0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0910.GEOID18 height accuracy estimate available here.
 OS0910
 OS0910.Click photographs - Photos may exist for this station.
 OS0910
 OS0910.The dynamic height is computed by dividing the NAVD 88
 OS0910.geopotential number by the normal gravity value computed on the
 OS0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0910.degrees latitude (g = 980.6199 gals.).
 OS0910
 OS0910.The modeled gravity was interpolated from observed gravity values.
 OS0910
 OS0910;                    North         East    Units  Estimated Accuracy
 OS0910;SPC SD S     -   109,370.      569,400.      MT  (+/- 180 meters Scaled)
 OS0910
 OS0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN612974(NAD 83)
 OS0910
 OS0910                          SUPERSEDED SURVEY CONTROL
 OS0910
 OS0910.No superseded survey control is available for this station.
 OS0910
 OS0910_MARKER: I = METAL ROD
 OS0910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0910_STAMPING: H 459 1992
 OS0910_MARK LOGO: NGS
 OS0910_PROJECTION: FLUSH
 OS0910_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0910+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0910_ROD/PIPE-DEPTH: 6.1 meters
 OS0910
 OS0910  HISTORY     - Date     Condition        Report By
 OS0910  HISTORY     - 1992     MONUMENTED       NGS
 OS0910
 OS0910                          STATION DESCRIPTION
 OS0910
 OS0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0910'6.9 KM (4.30 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0910'OF U.S. HIGHWAY 18 IN MISSION, 34.6 M (113.5 FT) EAST OF THE
 OS0910'CENTERLINE OF THE HIGHWAY, 9.6 M (31.5 FT) SOUTH OF THE CENTER OF A
 OS0910'GRAVELED ROAD, 4.8 M (15.7 FT) WEST OF THE CENTER OF A GATE AND FIELD
 OS0910'ENTRANCE, 2.3 M (7.5 FT) NORTHEAST OF THE WEST END OF A CULVERT UNDER
 OS0910'THE ENTRANCE ROAD, 1.9 M (6.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0910'0.2 M (0.7 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0910'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0230 ***********************************************************************
 PS0230  DESIGNATION -  H 46
 PS0230  PID         -  PS0230
 PS0230  STATE/COUNTY-  SD/SPINK
 PS0230  COUNTRY     -  US
 PS0230  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0230
 PS0230                         *CURRENT SURVEY CONTROL
 PS0230  ______________________________________________________________________
 PS0230* NAD 83(1986) POSITION- 44 53 52.     (N) 098 35 01.     (W)   SCALED
 PS0230* NAVD 88 ORTHO HEIGHT -   397.766 (meters)     1305.00  (feet) ADJUSTED
 PS0230  ______________________________________________________________________
 PS0230  GEOID HEIGHT    -        -24.276 (meters)                     GEOID18
 PS0230  DYNAMIC HEIGHT  -        397.721 (meters)     1304.86  (feet) COMP
 PS0230  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 PS0230
 PS0230  VERT ORDER      -  FIRST     CLASS II
 PS0230
 PS0230.The horizontal coordinates were scaled from a map and have
 PS0230.an estimated accuracy of +/- 6 seconds.
 PS0230
 PS0230.The orthometric height was determined by differential leveling and
 PS0230.adjusted by the NATIONAL GEODETIC SURVEY
 PS0230.in July 1998.
 PS0230
 PS0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0230.GEOID18 height accuracy estimate available here.
 PS0230
 PS0230.Click photographs - Photos may exist for this station.
 PS0230
 PS0230.The dynamic height is computed by dividing the NAVD 88
 PS0230.geopotential number by the normal gravity value computed on the
 PS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0230.degrees latitude (g = 980.6199 gals.).
 PS0230
 PS0230.The modeled gravity was interpolated from observed gravity values.
 PS0230
 PS0230;                    North         East    Units  Estimated Accuracy
 PS0230;SPC SD N     -   119,260.      711,860.      MT  (+/- 180 meters Scaled)
 PS0230
 PS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ328716(NAD 83)
 PS0230
 PS0230                          SUPERSEDED SURVEY CONTROL
 PS0230
 PS0230  NAVD 88 (06/15/91)  397.743  (m)         1304.93   (f) SUPERSEDED  1 2
 PS0230  NGVD 29 (??/??/92)  397.446  (m)         1303.95   (f) ADJ UNCH    1 2
 PS0230
 PS0230.Superseded values are not recommended for survey control.
 PS0230
 PS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0230.See file dsdata.pdf to determine how the superseded data were derived.
 PS0230
 PS0230_MARKER: DB = BENCH MARK DISK
 PS0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0230_STAMPING: H 46 1934
 PS0230_MARK LOGO: CGS
 PS0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0230+STABILITY: SURFACE MOTION
 PS0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0230+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 PS0230
 PS0230  HISTORY     - Date     Condition        Report By
 PS0230  HISTORY     - 1934     MONUMENTED       CGS
 PS0230  HISTORY     - 19960601 GOOD             NGS
 PS0230
 PS0230                          STATION DESCRIPTION
 PS0230
 PS0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0230'3.8 MI W FROM REDFIELD.
 PS0230'3.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0230'FROM THE POST OFFICE AT REDFIELD, SPINK COUNTY, ABOUT 18 POLES
 PS0230'EAST OF MILEPOST 4, 1 POLE EAST OF A ROAD CROSSING, 43 FEET
 PS0230'NORTH OF THE CENTERLINE OF THE TRACK, AND 8 FEET EAST OF A POLE.
 PS0230'A STANDARD DISK, STAMPED H 46 1934 AND SET IN THE TOP OF A
 PS0230'CONCRETE POST.
 PS0230
 PS0230                          STATION RECOVERY (1996)
 PS0230
 PS0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0230'5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PS0230'U.S. HIGHWAY 281 IN REDFIELD, 81.2 M (266.4 FT) NORTHEAST OF MILEPOST
 PS0230'303, 56.0 M (183.7 FT) EAST OF THE CENTER OF A DIRT ROAD, 44.1 M
 PS0230'(144.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 27.2 M (89.2 FT) SOUTHWEST
 PS0230'OF A UTILITY POLE, 26.0 M (85.3 FT) SOUTHEAST OF A UTILITY POLE, 12.6
 PS0230'M (41.3 FT) NORTH OF THE CENTER OF A RAILROAD BED (TRACK REMOVED), 1.3
 PS0230'M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 PS0230'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 PS0230'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8808 ***********************************************************************
 AB8808  DESIGNATION -  H 460
 AB8808  PID         -  AB8808
 AB8808  STATE/COUNTY-  SD/BROOKINGS
 AB8808  COUNTRY     -  US
 AB8808  USGS QUAD   -  AURORA (2017)
 AB8808
 AB8808                         *CURRENT SURVEY CONTROL
 AB8808  ______________________________________________________________________
 AB8808* NAD 83(1986) POSITION- 44 18 37.     (N) 096 41 14.     (W)   SCALED
 AB8808* NAVD 88 ORTHO HEIGHT -   504.222 (meters)     1654.27  (feet) ADJUSTED
 AB8808  ______________________________________________________________________
 AB8808  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 AB8808  DYNAMIC HEIGHT  -        504.128 (meters)     1653.96  (feet) COMP
 AB8808  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 AB8808
 AB8808  VERT ORDER      -  FIRST     CLASS II
 AB8808
 AB8808.The horizontal coordinates were scaled from a map and have
 AB8808.an estimated accuracy of +/- 6 seconds.
 AB8808
 AB8808.The orthometric height was determined by differential leveling and
 AB8808.adjusted by the NATIONAL GEODETIC SURVEY
 AB8808.in October 1997.
 AB8808
 AB8808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8808.GEOID18 height accuracy estimate available here.
 AB8808
 AB8808.Click photographs - Photos may exist for this station.
 AB8808
 AB8808.The dynamic height is computed by dividing the NAVD 88
 AB8808.geopotential number by the normal gravity value computed on the
 AB8808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8808.degrees latitude (g = 980.6199 gals.).
 AB8808
 AB8808.The modeled gravity was interpolated from observed gravity values.
 AB8808
 AB8808;                    North         East    Units  Estimated Accuracy
 AB8808;SPC SD N     -    58,410.      864,250.      MT  (+/- 180 meters Scaled)
 AB8808
 AB8808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ844089(NAD 83)
 AB8808
 AB8808                          SUPERSEDED SURVEY CONTROL
 AB8808
 AB8808.No superseded survey control is available for this station.
 AB8808
 AB8808_MARKER: I = METAL ROD
 AB8808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8808_STAMPING: H 460 1994
 AB8808_MARK LOGO: NGS
 AB8808_PROJECTION: FLUSH
 AB8808_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8808+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8808_ROD/PIPE-DEPTH: 4.3 meters
 AB8808_SLEEVE-DEPTH  : 0.9 meters
 AB8808
 AB8808  HISTORY     - Date     Condition        Report By
 AB8808  HISTORY     - 1994     MONUMENTED       NGS
 AB8808
 AB8808                          STATION DESCRIPTION
 AB8808
 AB8808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8808'5.7 KM (3.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8808'INTERSTATE HIGHWAY 29 IN BROOKINGS, 805.0 M (2641.1 FT) EAST OF
 AB8808'MILEPOST 425, 235.8 M (773.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 45.6
 AB8808'M (149.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 14.5 M
 AB8808'(47.6 FT) WEST OF THE CENTERLINE OF A PAVED ROAD, 2.7 M (8.9 FT) SOUTH
 AB8808'OF A UTILITY POLE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2
 AB8808'M (0.7 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 AB8808'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8808'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8861 ***********************************************************************
 AB8861  DESIGNATION -  H 461
 AB8861  PID         -  AB8861
 AB8861  STATE/COUNTY-  SD/KINGSBURY
 AB8861  COUNTRY     -  US
 AB8861  USGS QUAD   -  DE SMET (2017)
 AB8861
 AB8861                         *CURRENT SURVEY CONTROL
 AB8861  ______________________________________________________________________
 AB8861* NAD 83(1986) POSITION- 44 22 59.     (N) 097 33 55.     (W)   SCALED
 AB8861* NAVD 88 ORTHO HEIGHT -   534.709 (meters)     1754.29  (feet) ADJUSTED
 AB8861  ______________________________________________________________________
 AB8861  GEOID HEIGHT    -        -25.087 (meters)                     GEOID18
 AB8861  DYNAMIC HEIGHT  -        534.607 (meters)     1753.96  (feet) COMP
 AB8861  MODELED GRAVITY -    980,410.7   (mgal)                       NAVD 88
 AB8861
 AB8861  VERT ORDER      -  FIRST     CLASS II
 AB8861
 AB8861.The horizontal coordinates were scaled from a map and have
 AB8861.an estimated accuracy of +/- 6 seconds.
 AB8861
 AB8861.The orthometric height was determined by differential leveling and
 AB8861.adjusted by the NATIONAL GEODETIC SURVEY
 AB8861.in October 1997.
 AB8861
 AB8861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8861.GEOID18 height accuracy estimate available here.
 AB8861
 AB8861.Click photographs - Photos may exist for this station.
 AB8861
 AB8861.The dynamic height is computed by dividing the NAVD 88
 AB8861.geopotential number by the normal gravity value computed on the
 AB8861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8861.degrees latitude (g = 980.6199 gals.).
 AB8861
 AB8861.The modeled gravity was interpolated from observed gravity values.
 AB8861
 AB8861;                    North         East    Units  Estimated Accuracy
 AB8861;SPC SD N     -    64,000.      793,990.      MT  (+/- 180 meters Scaled)
 AB8861
 AB8861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ142154(NAD 83)
 AB8861
 AB8861                          SUPERSEDED SURVEY CONTROL
 AB8861
 AB8861.No superseded survey control is available for this station.
 AB8861
 AB8861_MARKER: I = METAL ROD
 AB8861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8861_STAMPING: H 461 1994
 AB8861_MARK LOGO: NGS
 AB8861_PROJECTION: FLUSH
 AB8861_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8861+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8861_ROD/PIPE-DEPTH: 5.8 meters
 AB8861_SLEEVE-DEPTH  : 0.9 meters
 AB8861
 AB8861  HISTORY     - Date     Condition        Report By
 AB8861  HISTORY     - 1994     MONUMENTED       NGS
 AB8861
 AB8861                          STATION DESCRIPTION
 AB8861
 AB8861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8861'1.1 KM (0.70 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8861'STATE HIGHWAY 25 IN DE SMET, 164.0 M (538.1 FT) WEST OF MILEPOST 378,
 AB8861'21.9 M (71.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) WEST
 AB8861'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) SOUTH OF A
 AB8861'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB8861'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AB8861'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AB8861'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8912 ***********************************************************************
 AB8912  DESIGNATION -  H 462
 AB8912  PID         -  AB8912
 AB8912  STATE/COUNTY-  SD/BEADLE
 AB8912  COUNTRY     -  US
 AB8912  USGS QUAD   -  WOLSEY SE (2017)
 AB8912
 AB8912                         *CURRENT SURVEY CONTROL
 AB8912  ______________________________________________________________________
 AB8912* NAD 83(1986) POSITION- 44 22 16.     (N) 098 22 02.     (W)   SCALED
 AB8912* NAVD 88 ORTHO HEIGHT -   402.967 (meters)     1322.07  (feet) ADJUSTED
 AB8912  ______________________________________________________________________
 AB8912  GEOID HEIGHT    -        -25.025 (meters)                     GEOID18
 AB8912  DYNAMIC HEIGHT  -        402.897 (meters)     1321.84  (feet) COMP
 AB8912  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 AB8912
 AB8912  VERT ORDER      -  FIRST     CLASS II
 AB8912
 AB8912.The horizontal coordinates were scaled from a map and have
 AB8912.an estimated accuracy of +/- 6 seconds.
 AB8912
 AB8912.The orthometric height was determined by differential leveling and
 AB8912.adjusted by the NATIONAL GEODETIC SURVEY
 AB8912.in October 1997.
 AB8912
 AB8912.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8912.GEOID18 height accuracy estimate available here.
 AB8912
 AB8912.Click photographs - Photos may exist for this station.
 AB8912
 AB8912.The dynamic height is computed by dividing the NAVD 88
 AB8912.geopotential number by the normal gravity value computed on the
 AB8912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8912.degrees latitude (g = 980.6199 gals.).
 AB8912
 AB8912.The modeled gravity was interpolated from observed gravity values.
 AB8912
 AB8912;                    North         East    Units  Estimated Accuracy
 AB8912;SPC SD N     -    61,070.      730,130.      MT  (+/- 180 meters Scaled)
 AB8912
 AB8912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ504132(NAD 83)
 AB8912
 AB8912                          SUPERSEDED SURVEY CONTROL
 AB8912
 AB8912.No superseded survey control is available for this station.
 AB8912
 AB8912_MARKER: I = METAL ROD
 AB8912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8912_STAMPING: H 462 1994
 AB8912_MARK LOGO: NGS
 AB8912_PROJECTION: FLUSH
 AB8912_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8912+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8912_ROD/PIPE-DEPTH: 4.9 meters
 AB8912_SLEEVE-DEPTH  : 0.9 meters
 AB8912
 AB8912  HISTORY     - Date     Condition        Report By
 AB8912  HISTORY     - 1994     MONUMENTED       NGS
 AB8912
 AB8912                          STATION DESCRIPTION
 AB8912
 AB8912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8912'12.3 KM (7.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8912'STATE HIGHWAY 37 IN HURON, 36.6 M (120.1 FT) NORTHEAST OF MILEPOST
 AB8912'338, 19.9 M (65.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT)
 AB8912'BELOW THE LEVEL OF THE HIGHWAY, 1.1 M (3.6 FT) SOUTHWEST OF A T-FENCE
 AB8912'CORNER, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8912'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8912'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8991 ***********************************************************************
 AB8991  DESIGNATION -  H 463
 AB8991  PID         -  AB8991
 AB8991  STATE/COUNTY-  SD/HYDE
 AB8991  COUNTRY     -  US
 AB8991  USGS QUAD   -  HIGHMORE (2017)
 AB8991
 AB8991                         *CURRENT SURVEY CONTROL
 AB8991  ______________________________________________________________________
 AB8991* NAD 83(1986) POSITION- 44 31 41.     (N) 099 26 28.     (W)   SCALED
 AB8991* NAVD 88 ORTHO HEIGHT -   569.165 (meters)     1867.34  (feet) ADJUSTED
 AB8991  ______________________________________________________________________
 AB8991  GEOID HEIGHT    -        -23.847 (meters)                     GEOID18
 AB8991  DYNAMIC HEIGHT  -        569.053 (meters)     1866.97  (feet) COMP
 AB8991  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 AB8991
 AB8991  VERT ORDER      -  FIRST     CLASS II
 AB8991
 AB8991.The horizontal coordinates were scaled from a map and have
 AB8991.an estimated accuracy of +/- 6 seconds.
 AB8991
 AB8991.The orthometric height was determined by differential leveling and
 AB8991.adjusted by the NATIONAL GEODETIC SURVEY
 AB8991.in October 1997.
 AB8991
 AB8991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8991.GEOID18 height accuracy estimate available here.
 AB8991
 AB8991.Click photographs - Photos may exist for this station.
 AB8991
 AB8991.The dynamic height is computed by dividing the NAVD 88
 AB8991.geopotential number by the normal gravity value computed on the
 AB8991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8991.degrees latitude (g = 980.6199 gals.).
 AB8991
 AB8991.The modeled gravity was interpolated from observed gravity values.
 AB8991
 AB8991;                    North         East    Units  Estimated Accuracy
 AB8991;SPC SD N     -    77,350.      644,430.      MT  (+/- 180 meters Scaled)
 AB8991
 AB8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ649306(NAD 83)
 AB8991
 AB8991                          SUPERSEDED SURVEY CONTROL
 AB8991
 AB8991.No superseded survey control is available for this station.
 AB8991
 AB8991_MARKER: I = METAL ROD
 AB8991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8991_STAMPING: H 463 1994
 AB8991_MARK LOGO: NGS
 AB8991_PROJECTION: FLUSH
 AB8991_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8991+STABILITY: POSITION/ELEVATION WELL
 AB8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8991+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8991_ROD/PIPE-DEPTH: 13.2 meters
 AB8991_SLEEVE-DEPTH  : 9.8 meters
 AB8991
 AB8991  HISTORY     - Date     Condition        Report By
 AB8991  HISTORY     - 1994     MONUMENTED       NGS
 AB8991
 AB8991                          STATION DESCRIPTION
 AB8991
 AB8991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8991'IN HIGHMORE, AT THE INTERSECTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 AB8991'47, 103.0 M (337.9 FT) EAST OF MILEPOST 278, 35.5 M (116.5 FT) NORTH
 AB8991'OF THE CENTER OF THE HIGHWAY 14, 35.3 M (115.8 FT) EAST OF THE
 AB8991'CENTERLINE OF HIGHWAY 47, 14.4 M (47.2 FT) NORTHWEST OF A FENCE
 AB8991'CORNER, 11.8 M (38.7 FT) SOUTHEAST OF A FENCE CORNER, 1.3 M (4.3 FT)
 AB8991'BELOW THE LEVEL OF HIGHWAY 14, AND 1.0 M (3.3 FT) SOUTHWEST OF A
 AB8991'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8991'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9004 ***********************************************************************
 AB9004  DESIGNATION -  H 464
 AB9004  PID         -  AB9004
 AB9004  STATE/COUNTY-  SD/HUGHES
 AB9004  COUNTRY     -  US
 AB9004  USGS QUAD   -  HARROLD (2017)
 AB9004
 AB9004                         *CURRENT SURVEY CONTROL
 AB9004  ______________________________________________________________________
 AB9004* NAD 83(1986) POSITION- 44 31 37.     (N) 099 43 29.     (W)   SCALED
 AB9004* NAVD 88 ORTHO HEIGHT -   545.585 (meters)     1789.97  (feet) ADJUSTED
 AB9004  ______________________________________________________________________
 AB9004  GEOID HEIGHT    -        -23.588 (meters)                     GEOID18
 AB9004  DYNAMIC HEIGHT  -        545.478 (meters)     1789.62  (feet) COMP
 AB9004  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 AB9004
 AB9004  VERT ORDER      -  FIRST     CLASS II
 AB9004
 AB9004.The horizontal coordinates were scaled from a map and have
 AB9004.an estimated accuracy of +/- 6 seconds.
 AB9004
 AB9004.The orthometric height was determined by differential leveling and
 AB9004.adjusted by the NATIONAL GEODETIC SURVEY
 AB9004.in October 1997.
 AB9004
 AB9004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9004.GEOID18 height accuracy estimate available here.
 AB9004
 AB9004.Click photographs - Photos may exist for this station.
 AB9004
 AB9004.The dynamic height is computed by dividing the NAVD 88
 AB9004.geopotential number by the normal gravity value computed on the
 AB9004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9004.degrees latitude (g = 980.6199 gals.).
 AB9004
 AB9004.The modeled gravity was interpolated from observed gravity values.
 AB9004
 AB9004;                    North         East    Units  Estimated Accuracy
 AB9004;SPC SD S     -   243,880.      648,380.      MT  (+/- 180 meters Scaled)
 AB9004
 AB9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ424306(NAD 83)
 AB9004
 AB9004                          SUPERSEDED SURVEY CONTROL
 AB9004
 AB9004.No superseded survey control is available for this station.
 AB9004
 AB9004_MARKER: I = METAL ROD
 AB9004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9004_STAMPING: H 464 1994
 AB9004_MARK LOGO: NGS
 AB9004_PROJECTION: FLUSH
 AB9004_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9004+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9004_ROD/PIPE-DEPTH: 7.0 meters
 AB9004_SLEEVE-DEPTH  : 0.9 meters
 AB9004
 AB9004  HISTORY     - Date     Condition        Report By
 AB9004  HISTORY     - 1994     MONUMENTED       NGS
 AB9004  HISTORY     - 20120514 GOOD             INDIV
 AB9004
 AB9004                          STATION DESCRIPTION
 AB9004
 AB9004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9004'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9004'BLUNT, THENCE 21.1 KM (13.10 MI) EASTERLY ALONG U.S. HIGHWAY 14, 76.0
 AB9004'M (249.3 FT) EAST OF MILEPOST 264, 22.9 M (75.1 FT) SOUTH OF THE
 AB9004'HIGHWAY CENTERLINE, 14.8 M (48.6 FT) WEST OF THE CENTER OF A GRAVELED
 AB9004'ROAD, 3.5 M (11.5 FT) WEST OF A UTILITY POLE WITH TWO GUY CABLES, 0.9
 AB9004'M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF
 AB9004'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9004'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB9004'CLASS A MARK.
 AB9004
 AB9004                          STATION RECOVERY (2012)
 AB9004
 AB9004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5563 ***********************************************************************
 AC5563  DESIGNATION -  H 465
 AC5563  PID         -  AC5563
 AC5563  STATE/COUNTY-  SD/PENNINGTON
 AC5563  COUNTRY     -  US
 AC5563  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5563
 AC5563                         *CURRENT SURVEY CONTROL
 AC5563  ______________________________________________________________________
 AC5563* NAD 83(1986) POSITION- 43 55 37.     (N) 103 27 43.     (W)   SCALED
 AC5563* NAVD 88 ORTHO HEIGHT -  1505.753 (meters)     4940.12  (feet) ADJUSTED
 AC5563  ______________________________________________________________________
 AC5563  GEOID HEIGHT    -        -14.315 (meters)                     GEOID18
 AC5563  DYNAMIC HEIGHT  -       1505.096 (meters)     4937.97  (feet) COMP
 AC5563  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 AC5563
 AC5563  VERT ORDER      -  FIRST     CLASS II
 AC5563
 AC5563.The horizontal coordinates were scaled from a map and have
 AC5563.an estimated accuracy of +/- 6 seconds.
 AC5563
 AC5563.The orthometric height was determined by differential leveling and
 AC5563.adjusted by the NATIONAL GEODETIC SURVEY
 AC5563.in October 1997.
 AC5563
 AC5563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5563.GEOID18 height accuracy estimate available here.
 AC5563
 AC5563.Click photographs - Photos may exist for this station.
 AC5563
 AC5563.The dynamic height is computed by dividing the NAVD 88
 AC5563.geopotential number by the normal gravity value computed on the
 AC5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5563.degrees latitude (g = 980.6199 gals.).
 AC5563
 AC5563.The modeled gravity was interpolated from observed gravity values.
 AC5563
 AC5563;                    North         East    Units  Estimated Accuracy
 AC5563;SPC SD S     -   181,770.      348,840.      MT  (+/- 180 meters Scaled)
 AC5563
 AC5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ234649(NAD 83)
 AC5563
 AC5563                          SUPERSEDED SURVEY CONTROL
 AC5563
 AC5563.No superseded survey control is available for this station.
 AC5563
 AC5563_MARKER: DV = VERTICAL CONTROL DISK
 AC5563_SETTING: 66 = SET IN ROCK OUTCROP
 AC5563_STAMPING: H 465 1995
 AC5563_MARK LOGO: NGS
 AC5563_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5563+STABILITY: POSITION/ELEVATION WELL
 AC5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5563+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5563
 AC5563  HISTORY     - Date     Condition        Report By
 AC5563  HISTORY     - 1995     MONUMENTED       NGS
 AC5563
 AC5563                          STATION DESCRIPTION
 AC5563
 AC5563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5563'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5563'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 2.3 KM (1.40 MI)
 AC5563'WESTERLY ALONG U.S. HIGHWAY 16, IN AN EXPOSED AREA OF BEDROCK IN A
 AC5563'HIGHWAY CUT, 266.0 M (872.7 FT) EAST OF MILEPOST 49, 61.5 M (201.8 FT)
 AC5563'SOUTH OF THE CENTER OF COUNTY ROAD 392 3C, 20.5 M (67.3 FT) NORTH OF
 AC5563'THE SOUTH END OF THE EXPOSED BEDROCK, 14.5 M (47.6 FT) WEST OF HIGHWAY
 AC5563'CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AC5563'(1.3 FT) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9087 ***********************************************************************
 AB9087  DESIGNATION -  H 466
 AB9087  PID         -  AB9087
 AB9087  STATE/COUNTY-  SD/STANLEY
 AB9087  COUNTRY     -  US
 AB9087  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB9087
 AB9087                         *CURRENT SURVEY CONTROL
 AB9087  ______________________________________________________________________
 AB9087* NAD 83(1986) POSITION- 44 22 20.     (N) 100 54 12.     (W)   SCALED
 AB9087* NAVD 88 ORTHO HEIGHT -   613.424 (meters)     2012.54  (feet) ADJUSTED
 AB9087  ______________________________________________________________________
 AB9087  GEOID HEIGHT    -        -22.690 (meters)                     GEOID18
 AB9087  DYNAMIC HEIGHT  -        613.282 (meters)     2012.08  (feet) COMP
 AB9087  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 AB9087
 AB9087  VERT ORDER      -  FIRST     CLASS II
 AB9087
 AB9087.The horizontal coordinates were scaled from a map and have
 AB9087.an estimated accuracy of +/- 6 seconds.
 AB9087
 AB9087.The orthometric height was determined by differential leveling and
 AB9087.adjusted by the NATIONAL GEODETIC SURVEY
 AB9087.in October 1997.
 AB9087
 AB9087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9087.GEOID18 height accuracy estimate available here.
 AB9087
 AB9087.Click photographs - Photos may exist for this station.
 AB9087
 AB9087.The dynamic height is computed by dividing the NAVD 88
 AB9087.geopotential number by the normal gravity value computed on the
 AB9087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9087.degrees latitude (g = 980.6199 gals.).
 AB9087
 AB9087.The modeled gravity was interpolated from observed gravity values.
 AB9087
 AB9087;                    North         East    Units  Estimated Accuracy
 AB9087;SPC SD S     -   226,670.      554,570.      MT  (+/- 180 meters Scaled)
 AB9087
 AB9087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ483149(NAD 83)
 AB9087
 AB9087                          SUPERSEDED SURVEY CONTROL
 AB9087
 AB9087.No superseded survey control is available for this station.
 AB9087
 AB9087_MARKER: I = METAL ROD
 AB9087_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9087_STAMPING: H 466 1995
 AB9087_MARK LOGO: NGS
 AB9087_PROJECTION: FLUSH
 AB9087_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9087+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9087_ROD/PIPE-DEPTH: 5.4 meters
 AB9087_SLEEVE-DEPTH  : 0.9 meters
 AB9087
 AB9087  HISTORY     - Date     Condition        Report By
 AB9087  HISTORY     - 1995     MONUMENTED       NGS
 AB9087  HISTORY     - 20120531 GOOD             INDIV
 AB9087
 AB9087                          STATION DESCRIPTION
 AB9087
 AB9087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9087'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9087'IN HAYES, 175.0 M (574.1 FT) WEST OF MILEPOST 201, 48.8 M (160.1 FT)
 AB9087'NORTH OF THE HIGHWAY CENTERLINE, 10.2 M (33.5 FT) NORTH OF THE CENTER
 AB9087'OF AN ABANDONED ROAD, 2.9 M (9.5 FT) WEST OF THE CENTER OF A
 AB9087'CROSSOVER, 1.9 M (6.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.3 M (4.3
 AB9087'FT) NORTH OF A T-FENCE CORNER, AND 0.8 M (2.6 FT) SOUTH OF A WITNESS
 AB9087'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9087'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A
 AB9087'CLASS A MARK.
 AB9087
 AB9087                          STATION RECOVERY (2012)
 AB9087
 AB9087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2015 ***********************************************************************
 AE2015  DESIGNATION -  H 467
 AE2015  PID         -  AE2015
 AE2015  STATE/COUNTY-  SD/CODINGTON
 AE2015  COUNTRY     -  US
 AE2015  USGS QUAD   -  HENRY (2017)
 AE2015
 AE2015                         *CURRENT SURVEY CONTROL
 AE2015  ______________________________________________________________________
 AE2015* NAD 83(1986) POSITION- 44 52 37.     (N) 097 22 50.     (W)   SCALED
 AE2015* NAVD 88 ORTHO HEIGHT -   538.567 (meters)     1766.95  (feet) ADJUSTED
 AE2015  ______________________________________________________________________
 AE2015  GEOID HEIGHT    -        -24.916 (meters)                     GEOID18
 AE2015  DYNAMIC HEIGHT  -        538.487 (meters)     1766.69  (feet) COMP
 AE2015  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 AE2015
 AE2015  VERT ORDER      -  FIRST     CLASS II
 AE2015
 AE2015.The horizontal coordinates were scaled from a map and have
 AE2015.an estimated accuracy of +/- 6 seconds.
 AE2015
 AE2015.The orthometric height was determined by differential leveling and
 AE2015.adjusted by the NATIONAL GEODETIC SURVEY
 AE2015.in July 1998.
 AE2015
 AE2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2015.GEOID18 height accuracy estimate available here.
 AE2015
 AE2015.Click photographs - Photos may exist for this station.
 AE2015
 AE2015.The dynamic height is computed by dividing the NAVD 88
 AE2015.geopotential number by the normal gravity value computed on the
 AE2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2015.degrees latitude (g = 980.6199 gals.).
 AE2015
 AE2015.The modeled gravity was interpolated from observed gravity values.
 AE2015
 AE2015;                    North         East    Units  Estimated Accuracy
 AE2015;SPC SD N     -   119,320.      806,930.      MT  (+/- 180 meters Scaled)
 AE2015
 AE2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ279705(NAD 83)
 AE2015
 AE2015                          SUPERSEDED SURVEY CONTROL
 AE2015
 AE2015.No superseded survey control is available for this station.
 AE2015
 AE2015_MARKER: I = METAL ROD
 AE2015_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2015_STAMPING: H 467 1995
 AE2015_MARK LOGO: NGS
 AE2015_PROJECTION: FLUSH
 AE2015_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2015+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2015_ROD/PIPE-DEPTH: 6.0 meters
 AE2015_SLEEVE-DEPTH  : 0.9 meters
 AE2015
 AE2015  HISTORY     - Date     Condition        Report By
 AE2015  HISTORY     - 1995     MONUMENTED       NGS
 AE2015  HISTORY     - 19950919 GOOD             NGS
 AE2015  HISTORY     - 19961011 GOOD             CHANCE
 AE2015
 AE2015                          STATION DESCRIPTION
 AE2015
 AE2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2015'7.2 KM (4.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2015'MAIN STREET IN HENRY, 273.0 M (895.7 FT) EAST OF MILEPOST 363, 26.2 M
 AE2015'(86.0 FT) EAST OF THE CENTER OF A DRIVEWAY, 22.4 M (73.5 FT) NORTH OF
 AE2015'THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) EAST OF AN UNDERGROUND CABLE
 AE2015'JUNCTION BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 AE2015'(2.0 FT) SOUTH OF A WITNESS POST AND A RIGHT-OF-WAY POST. NOTE--ACCESS
 AE2015'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE2015'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE2015
 AE2015                          STATION RECOVERY (1996)
 AE2015
 AE2015'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2015'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2015'MAIN STREET IN HENRY, 273.0 M (895.7 FT) EAST OF MILEPOST 363, 26.2 M
 AE2015'(86.0 FT) EAST OF THE CENTER OF A DRIVEWAY, 22.4 M (73.5 FT) NORTH OF
 AE2015'THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) EAST OF AN UNDERGROUND CABLE
 AE2015'JUNCTION BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 AE2015'(2.0 FT) SOUTH OF A WITNESS POST AND A RIGHT-OF-WAY POST. NOTE--ACCESS
 AE2015'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE2015'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5811 ***********************************************************************
 AE5811  DESIGNATION -  H 468
 AE5811  PID         -  AE5811
 AE5811  STATE/COUNTY-  SD/SPINK
 AE5811  COUNTRY     -  US
 AE5811  USGS QUAD   -  DOLAND (2017)
 AE5811
 AE5811                         *CURRENT SURVEY CONTROL
 AE5811  ______________________________________________________________________
 AE5811* NAD 83(1986) POSITION- 44 53 31.     (N) 098 00 14.     (W)   SCALED
 AE5811* NAVD 88 ORTHO HEIGHT -   431.023 (meters)     1414.11  (feet) ADJUSTED
 AE5811  ______________________________________________________________________
 AE5811  GEOID HEIGHT    -        -24.490 (meters)                     GEOID18
 AE5811  DYNAMIC HEIGHT  -        430.973 (meters)     1413.95  (feet) COMP
 AE5811  MODELED GRAVITY -    980,489.8   (mgal)                       NAVD 88
 AE5811
 AE5811  VERT ORDER      -  FIRST     CLASS II
 AE5811
 AE5811.The horizontal coordinates were scaled from a map and have
 AE5811.an estimated accuracy of +/- 6 seconds.
 AE5811
 AE5811.The orthometric height was determined by differential leveling and
 AE5811.adjusted by the NATIONAL GEODETIC SURVEY
 AE5811.in July 1998.
 AE5811
 AE5811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5811.GEOID18 height accuracy estimate available here.
 AE5811
 AE5811.Click photographs - Photos may exist for this station.
 AE5811
 AE5811.The dynamic height is computed by dividing the NAVD 88
 AE5811.geopotential number by the normal gravity value computed on the
 AE5811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5811.degrees latitude (g = 980.6199 gals.).
 AE5811
 AE5811.The modeled gravity was interpolated from observed gravity values.
 AE5811
 AE5811;                    North         East    Units  Estimated Accuracy
 AE5811;SPC SD N     -   119,580.      757,660.      MT  (+/- 180 meters Scaled)
 AE5811
 AE5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ786714(NAD 83)
 AE5811
 AE5811                          SUPERSEDED SURVEY CONTROL
 AE5811
 AE5811.No superseded survey control is available for this station.
 AE5811
 AE5811_MARKER: F = FLANGE-ENCASED ROD
 AE5811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5811_STAMPING: H 468 1995
 AE5811_MARK LOGO: NGS
 AE5811_PROJECTION: FLUSH
 AE5811_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5811+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 AE5811_ROD/PIPE-DEPTH: 4.2 meters
 AE5811_SLEEVE-DEPTH  : 0.9 meters
 AE5811
 AE5811  HISTORY     - Date     Condition        Report By
 AE5811  HISTORY     - 1995     MONUMENTED       NGS
 AE5811  HISTORY     - 19990825 GOOD             NGS
 AE5811
 AE5811                          STATION DESCRIPTION
 AE5811
 AE5811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5811'7.8 KM (4.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5811'HUMPHREY DRIVE IN DOLAND, 573.0 M (1879.9 FT) EAST OF MILEPOST 332,
 AE5811'17.1 M (56.1 FT) EAST OF THE CENTER OF A COUNTY ROAD, 15.4 M (50.5 FT)
 AE5811'NORTH OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) EAST OF A FENCE
 AE5811'CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 AE5811'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AE5811'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE5811'THE SPECIFICATIONS FOR A CLASS A MARK.
 AE5811
 AE5811                          STATION RECOVERY (1999)
 AE5811
 AE5811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE5811'7.8 KM (4.85 MI) EASTERLY ALONG U.S.  HIGHWAY 212 FROM THE JUNCTION OF
 AE5811'HUMPHREY DRIVE IN DOLAND, 573.0 M (1879.9 FT) EAST OF MILEPOST 332,
 AE5811'17.1 M (56.1 FT) EAST OF THE CENTER OF A COUNTY ROAD, 15.4 M (50.5 FT)
 AE5811'NORTH OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) EAST OF A FENCE
 AE5811'CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 AE5811'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AE5811'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE5811'THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY
 AE5811'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5847 ***********************************************************************
 AE5847  DESIGNATION -  H 469
 AE5847  PID         -  AE5847
 AE5847  STATE/COUNTY-  SD/HAND
 AE5847  COUNTRY     -  US
 AE5847  USGS QUAD   -  ROCKHAM (2017)
 AE5847
 AE5847                         *CURRENT SURVEY CONTROL
 AE5847  ______________________________________________________________________
 AE5847* NAD 83(1986) POSITION- 44 53 47.     (N) 098 49 29.     (W)   SCALED
 AE5847* NAVD 88 ORTHO HEIGHT -   423.467 (meters)     1389.32  (feet) ADJUSTED
 AE5847  ______________________________________________________________________
 AE5847  GEOID HEIGHT    -        -24.178 (meters)                     GEOID18
 AE5847  DYNAMIC HEIGHT  -        423.414 (meters)     1389.15  (feet) COMP
 AE5847  MODELED GRAVITY -    980,477.9   (mgal)                       NAVD 88
 AE5847
 AE5847  VERT ORDER      -  FIRST     CLASS II
 AE5847
 AE5847.The horizontal coordinates were scaled from a map and have
 AE5847.an estimated accuracy of +/- 6 seconds.
 AE5847
 AE5847.The orthometric height was determined by differential leveling and
 AE5847.adjusted by the NATIONAL GEODETIC SURVEY
 AE5847.in July 1998.
 AE5847
 AE5847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5847.GEOID18 height accuracy estimate available here.
 AE5847
 AE5847.Click photographs - Photos may exist for this station.
 AE5847
 AE5847.The dynamic height is computed by dividing the NAVD 88
 AE5847.geopotential number by the normal gravity value computed on the
 AE5847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5847.degrees latitude (g = 980.6199 gals.).
 AE5847
 AE5847.The modeled gravity was interpolated from observed gravity values.
 AE5847
 AE5847;                    North         East    Units  Estimated Accuracy
 AE5847;SPC SD N     -   118,800.      692,830.      MT  (+/- 180 meters Scaled)
 AE5847
 AE5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ138714(NAD 83)
 AE5847
 AE5847                          SUPERSEDED SURVEY CONTROL
 AE5847
 AE5847.No superseded survey control is available for this station.
 AE5847
 AE5847_MARKER: I = METAL ROD
 AE5847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5847_STAMPING: H 469 1996
 AE5847_MARK LOGO: NGS
 AE5847_PROJECTION: FLUSH
 AE5847_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5847+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5847_ROD/PIPE-DEPTH: 8.4 meters
 AE5847_SLEEVE-DEPTH  : 0.9 meters
 AE5847
 AE5847  HISTORY     - Date     Condition        Report By
 AE5847  HISTORY     - 1996     MONUMENTED       NGS
 AE5847
 AE5847                          STATION DESCRIPTION
 AE5847
 AE5847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5847'24.5 KM (15.20 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5847'OF U.S. HIGHWAY 281 IN REDFIELD, 42.4 M (139.1 FT) SOUTH OF THE
 AE5847'HIGHWAY CENTERLINE, 24.0 M (78.7 FT) NORTH OF UNDERGROUND CABLE
 AE5847'JUNCTION BOX N3 W16 N10, 17.4 M (57.1 FT) EAST OF THE CENTER OF A
 AE5847'PAVED ROAD, 2.4 M (7.9 FT) WEST OF THE EXTENDED CENTER OF A ROAD
 AE5847'LEADING TO ROCKHAM, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AE5847'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AE5847'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE5847'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0307 ***********************************************************************
 PS0307  DESIGNATION -  H 47
 PS0307  PID         -  PS0307
 PS0307  STATE/COUNTY-  SD/HYDE
 PS0307  COUNTRY     -  US
 PS0307  USGS QUAD   -  RICE LAKE (2017)
 PS0307
 PS0307                         *CURRENT SURVEY CONTROL
 PS0307  ______________________________________________________________________
 PS0307* NAD 83(1986) POSITION- 44 51 59.     (N) 099 29 24.     (W)   SCALED
 PS0307* NAVD 88 ORTHO HEIGHT -   580.741 (meters)     1905.31  (feet) ADJUSTED
 PS0307  ______________________________________________________________________
 PS0307  GEOID HEIGHT    -        -22.966 (meters)                     GEOID18
 PS0307  DYNAMIC HEIGHT  -        580.662 (meters)     1905.06  (feet) COMP
 PS0307  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 PS0307
 PS0307  VERT ORDER      -  SECOND    CLASS 0
 PS0307
 PS0307.The horizontal coordinates were scaled from a map and have
 PS0307.an estimated accuracy of +/- 6 seconds.
 PS0307
 PS0307.The orthometric height was determined by differential leveling and
 PS0307.adjusted by the NATIONAL GEODETIC SURVEY
 PS0307.in June 1991.
 PS0307
 PS0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0307.GEOID18 height accuracy estimate available here.
 PS0307
 PS0307.Click photographs - Photos may exist for this station.
 PS0307
 PS0307.The dynamic height is computed by dividing the NAVD 88
 PS0307.geopotential number by the normal gravity value computed on the
 PS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0307.degrees latitude (g = 980.6199 gals.).
 PS0307
 PS0307.The modeled gravity was interpolated from observed gravity values.
 PS0307
 PS0307;                    North         East    Units  Estimated Accuracy
 PS0307;SPC SD N     -   114,920.      640,300.      MT  (+/- 180 meters Scaled)
 PS0307
 PS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ612682(NAD 83)
 PS0307
 PS0307                          SUPERSEDED SURVEY CONTROL
 PS0307
 PS0307  NGVD 29 (??/??/92)  580.391  (m)         1904.17   (f) ADJ UNCH    2 0
 PS0307
 PS0307.Superseded values are not recommended for survey control.
 PS0307
 PS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0307.See file dsdata.pdf to determine how the superseded data were derived.
 PS0307
 PS0307_MARKER: DB = BENCH MARK DISK
 PS0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0307_STAMPING: H 47 1934
 PS0307_MARK LOGO: CGS
 PS0307_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0307+STABILITY: SURFACE MOTION
 PS0307
 PS0307  HISTORY     - Date     Condition        Report By
 PS0307  HISTORY     - 1934     MONUMENTED       CGS
 PS0307  HISTORY     - 1940     GOOD             CGS
 PS0307
 PS0307                          STATION DESCRIPTION
 PS0307
 PS0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0307'14.4 MI S FROM SENECA.
 PS0307'IN HYDE COUNTY, 14.4 MILES SOUTH ALONG THE HIGHMORE ROAD FROM
 PS0307'THE POST OFFICE AT SENECA, FAULK COUNTY, AT A TURN IN THE ROAD,
 PS0307'AT THE JUNCTION OF A SECTION-LINE ROAD LEADING SOUTH, 89.5 FEET
 PS0307'SOUTH OF THE CENTERLINE OF THE HIGHMORE ROAD, 32.5 FEET EAST OF
 PS0307'THE CENTERLINE OF THE SECTION-LINE ROAD, AND 0.8 FOOT EAST OF
 PS0307'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 47 1934
 PS0307'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PS0307'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5844 ***********************************************************************
 AE5844  DESIGNATION -  H 470
 AE5844  PID         -  AE5844
 AE5844  STATE/COUNTY-  SD/FAULK
 AE5844  COUNTRY     -  US
 AE5844  USGS QUAD   -  ZELL (2017)
 AE5844
 AE5844                         *CURRENT SURVEY CONTROL
 AE5844  ______________________________________________________________________
 AE5844* NAD 83(1986) POSITION- 44 53 50.     (N) 098 44 52.     (W)   SCALED
 AE5844* NAVD 88 ORTHO HEIGHT -   418.488 (meters)     1372.99  (feet) ADJUSTED
 AE5844  ______________________________________________________________________
 AE5844  GEOID HEIGHT    -        -24.224 (meters)                     GEOID18
 AE5844  DYNAMIC HEIGHT  -        418.436 (meters)     1372.82  (feet) COMP
 AE5844  MODELED GRAVITY -    980,482.3   (mgal)                       NAVD 88
 AE5844
 AE5844  VERT ORDER      -  FIRST     CLASS II
 AE5844
 AE5844.The horizontal coordinates were scaled from a map and have
 AE5844.an estimated accuracy of +/- 6 seconds.
 AE5844
 AE5844.The orthometric height was determined by differential leveling and
 AE5844.adjusted by the NATIONAL GEODETIC SURVEY
 AE5844.in July 1998.
 AE5844
 AE5844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5844.GEOID18 height accuracy estimate available here.
 AE5844
 AE5844.Click photographs - Photos may exist for this station.
 AE5844
 AE5844.The dynamic height is computed by dividing the NAVD 88
 AE5844.geopotential number by the normal gravity value computed on the
 AE5844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5844.degrees latitude (g = 980.6199 gals.).
 AE5844
 AE5844.The modeled gravity was interpolated from observed gravity values.
 AE5844
 AE5844;                    North         East    Units  Estimated Accuracy
 AE5844;SPC SD N     -   118,990.      698,900.      MT  (+/- 180 meters Scaled)
 AE5844
 AE5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ199715(NAD 83)
 AE5844
 AE5844                          SUPERSEDED SURVEY CONTROL
 AE5844
 AE5844.No superseded survey control is available for this station.
 AE5844
 AE5844_MARKER: I = METAL ROD
 AE5844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5844_STAMPING: H 470 1996
 AE5844_MARK LOGO: NGS
 AE5844_PROJECTION: FLUSH
 AE5844_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5844+STABILITY: POSITION/ELEVATION WELL
 AE5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5844+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5844_ROD/PIPE-DEPTH: 14.9 meters
 AE5844_SLEEVE-DEPTH  : 10.6 meters
 AE5844
 AE5844  HISTORY     - Date     Condition        Report By
 AE5844  HISTORY     - 1996     MONUMENTED       NGS
 AE5844
 AE5844                          STATION DESCRIPTION
 AE5844
 AE5844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5844'18.4 KM (11.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5844'OF U.S. HIGHWAY 281 IN REDFIELD, 27.3 M (89.6 FT) EAST OF A UTILITY
 AE5844'POLE, 23.8 M (78.1 FT) WEST OF A FENCE CORNER, 23.5 M (77.1 FT) NORTH
 AE5844'OF MILEPOST 295, 13.8 M (45.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.3
 AE5844'M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.3 M (4.3 FT) SOUTH OF
 AE5844'A WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5844'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4125 ***********************************************************************
 AE4125  DESIGNATION -  H 471
 AE4125  PID         -  AE4125
 AE4125  STATE/COUNTY-  SD/FAULK
 AE4125  COUNTRY     -  US
 AE4125  USGS QUAD   -  ONAKA SW (2017)
 AE4125
 AE4125                         *CURRENT SURVEY CONTROL
 AE4125  ______________________________________________________________________
 AE4125* NAD 83(1986) POSITION- 45 03 25.     (N) 099 28 16.     (W)   SCALED
 AE4125* NAVD 88 ORTHO HEIGHT -   566.356 (meters)     1858.12  (feet) ADJUSTED
 AE4125  ______________________________________________________________________
 AE4125  GEOID HEIGHT    -        -22.959 (meters)                     GEOID18
 AE4125  DYNAMIC HEIGHT  -        566.277 (meters)     1857.86  (feet) COMP
 AE4125  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 AE4125
 AE4125  VERT ORDER      -  FIRST     CLASS II
 AE4125
 AE4125.The horizontal coordinates were scaled from a map and have
 AE4125.an estimated accuracy of +/- 6 seconds.
 AE4125
 AE4125.The orthometric height was determined by differential leveling and
 AE4125.adjusted by the NATIONAL GEODETIC SURVEY
 AE4125.in July 1998.
 AE4125
 AE4125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4125.GEOID18 height accuracy estimate available here.
 AE4125
 AE4125.Click photographs - Photos may exist for this station.
 AE4125
 AE4125.The dynamic height is computed by dividing the NAVD 88
 AE4125.geopotential number by the normal gravity value computed on the
 AE4125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4125.degrees latitude (g = 980.6199 gals.).
 AE4125
 AE4125.The modeled gravity was interpolated from observed gravity values.
 AE4125
 AE4125;                    North         East    Units  Estimated Accuracy
 AE4125;SPC SD N     -   136,110.      641,660.      MT  (+/- 180 meters Scaled)
 AE4125
 AE4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ629893(NAD 83)
 AE4125
 AE4125                          SUPERSEDED SURVEY CONTROL
 AE4125
 AE4125.No superseded survey control is available for this station.
 AE4125
 AE4125_MARKER: I = METAL ROD
 AE4125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4125_STAMPING: H 471 1996
 AE4125_MARK LOGO: NGS
 AE4125_PROJECTION: FLUSH
 AE4125_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4125+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4125_ROD/PIPE-DEPTH: 7.0 meters
 AE4125_SLEEVE-DEPTH  : 0.9 meters
 AE4125
 AE4125  HISTORY     - Date     Condition        Report By
 AE4125  HISTORY     - 1996     MONUMENTED       NGS
 AE4125
 AE4125                          STATION DESCRIPTION
 AE4125
 AE4125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4125'27.8 KM (17.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4125'OFFICE IN FAULKTON, 98.0 M (321.5 FT) WEST OF MILEPOST 250, 23.4 M
 AE4125'(76.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.5 M (34.4 FT) WEST OF
 AE4125'THE CENTER OF A FIELD ENTRANCE, 1.3 M (4.3 FT) EAST OF A UTILITY POLE,
 AE4125'0.8 M (2.6 FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE
 AE4125'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE4125'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE4125'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0365 ***********************************************************************
 PS0365  DESIGNATION -  H 48
 PS0365  PID         -  PS0365
 PS0365  STATE/COUNTY-  SD/HYDE
 PS0365  COUNTRY     -  US
 PS0365  USGS QUAD   -  MACS CORNER (2017)
 PS0365
 PS0365                         *CURRENT SURVEY CONTROL
 PS0365  ______________________________________________________________________
 PS0365* NAD 83(1986) POSITION- 44 18 36.     (N) 099 26 30.     (W)   SCALED
 PS0365* NAVD 88 ORTHO HEIGHT -   593.842 (meters)     1948.30  (feet) ADJUSTED
 PS0365  ______________________________________________________________________
 PS0365  GEOID HEIGHT    -        -24.211 (meters)                     GEOID18
 PS0365  DYNAMIC HEIGHT  -        593.708 (meters)     1947.86  (feet) COMP
 PS0365  MODELED GRAVITY -    980,373.3   (mgal)                       NAVD 88
 PS0365
 PS0365  VERT ORDER      -  SECOND    CLASS 0
 PS0365
 PS0365.The horizontal coordinates were scaled from a map and have
 PS0365.an estimated accuracy of +/- 6 seconds.
 PS0365
 PS0365.The orthometric height was determined by differential leveling and
 PS0365.adjusted by the NATIONAL GEODETIC SURVEY
 PS0365.in June 1991.
 PS0365
 PS0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0365.GEOID18 height accuracy estimate available here.
 PS0365
 PS0365.Click photographs - Photos may exist for this station.
 PS0365
 PS0365.The dynamic height is computed by dividing the NAVD 88
 PS0365.geopotential number by the normal gravity value computed on the
 PS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0365.degrees latitude (g = 980.6199 gals.).
 PS0365
 PS0365.The modeled gravity was interpolated from observed gravity values.
 PS0365
 PS0365;                    North         East    Units  Estimated Accuracy
 PS0365;SPC SD N     -    53,120.      644,550.      MT  (+/- 180 meters Scaled)
 PS0365
 PS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647063(NAD 83)
 PS0365
 PS0365                          SUPERSEDED SURVEY CONTROL
 PS0365
 PS0365  NGVD 29 (??/??/92)  593.46   (m)         1947.0    (f) COMPUTED    2 0
 PS0365
 PS0365.Superseded values are not recommended for survey control.
 PS0365
 PS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0365.See file dsdata.pdf to determine how the superseded data were derived.
 PS0365
 PS0365_MARKER: DB = BENCH MARK DISK
 PS0365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0365_SP_SET: CULVERT HEADWALL
 PS0365_STAMPING: H 48 1934
 PS0365_MARK LOGO: CGS
 PS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0365+STABILITY: SURFACE MOTION
 PS0365
 PS0365  HISTORY     - Date     Condition        Report By
 PS0365  HISTORY     - 1934     MONUMENTED       CGS
 PS0365
 PS0365                          STATION DESCRIPTION
 PS0365
 PS0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0365'14.5 MI S FROM HIGHMORE.
 PS0365'14.5 MILES SOUTH OF DEPOT AT HIGHMORE ALONG THE HIGHMORE-CHAMBERLAIN
 PS0365'HIWAY AT CROSS ROAD.  SET IN CENTER OF THE NORTH HEADWALL OF
 PS0365'CROSS ROAD CULVERT.  30 FEET WEST OF CENTERLINE OF HIWAY AND
 PS0365'LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0366 ***********************************************************************
 PS0366  DESIGNATION -  H 48 RESET
 PS0366  PID         -  PS0366
 PS0366  STATE/COUNTY-  SD/HYDE
 PS0366  COUNTRY     -  US
 PS0366  USGS QUAD   -  MACS CORNER (2017)
 PS0366
 PS0366                         *CURRENT SURVEY CONTROL
 PS0366  ______________________________________________________________________
 PS0366* NAD 83(1986) POSITION- 44 18 38.     (N) 099 26 30.     (W)   SCALED
 PS0366* NAVD 88 ORTHO HEIGHT -   593.79  (meters)     1948.1   (feet) RESET
 PS0366  ______________________________________________________________________
 PS0366  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 PS0366  VERT ORDER      -  THIRD
 PS0366
 PS0366.The horizontal coordinates were scaled from a map and have
 PS0366.an estimated accuracy of +/- 6 seconds.
 PS0366
 PS0366.The orthometric height was computed from unverified reset data.
 PS0366
 PS0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0366.GEOID18 height accuracy estimate available here.
 PS0366
 PS0366.Click photographs - Photos may exist for this station.
 PS0366
 PS0366;                    North         East    Units  Estimated Accuracy
 PS0366;SPC SD N     -    53,180.      644,550.      MT  (+/- 180 meters Scaled)
 PS0366
 PS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647064(NAD 83)
 PS0366
 PS0366                          SUPERSEDED SURVEY CONTROL
 PS0366
 PS0366.No superseded survey control is available for this station.
 PS0366
 PS0366_MARKER: DB = BENCH MARK DISK
 PS0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0366_STAMPING: H 48 RESET 1959
 PS0366_MARK LOGO: CGS
 PS0366_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0366+STABILITY: SURFACE MOTION
 PS0366
 PS0366  HISTORY     - Date     Condition        Report By
 PS0366  HISTORY     - 1959     MONUMENTED       SDHD
 PS0366
 PS0366                          STATION DESCRIPTION
 PS0366
 PS0366'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 PS0366'14.5 MI S FROM HIGHMORE.
 PS0366'THE MARK IS LOCATED ABOUT 14.5 MILES SOUTH ALONG STATE HIGHWAY
 PS0366'47 FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT HIGHMORE,
 PS0366'ABOUT 42 FEET NORTH OF A ROAD INTERSECTION, 18 FEET SOUTH OF
 PS0366'A CORNER POST, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PS0366'AND SET IN THE TOP OF A 6 INCH X 6 INCH CONCRETE POST PROJECTING
 PS0366'3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0436 ***********************************************************************
 OR0436  DESIGNATION -  H 49
 OR0436  PID         -  OR0436
 OR0436  STATE/COUNTY-  SD/BRULE
 OR0436  COUNTRY     -  US
 OR0436  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0436
 OR0436                         *CURRENT SURVEY CONTROL
 OR0436  ______________________________________________________________________
 OR0436* NAD 83(1986) POSITION- 43 53 37.     (N) 099 18 21.     (W)   SCALED
 OR0436* NAVD 88 ORTHO HEIGHT -   431.972 (meters)     1417.23  (feet) ADJUSTED
 OR0436  ______________________________________________________________________
 OR0436  GEOID HEIGHT    -        -25.400 (meters)                     GEOID18
 OR0436  DYNAMIC HEIGHT  -        431.866 (meters)     1416.88  (feet) COMP
 OR0436  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 OR0436
 OR0436  VERT ORDER      -  FIRST     CLASS II
 OR0436
 OR0436.The horizontal coordinates were scaled from a map and have
 OR0436.an estimated accuracy of +/- 6 seconds.
 OR0436
 OR0436.The orthometric height was determined by differential leveling and
 OR0436.adjusted by the NATIONAL GEODETIC SURVEY
 OR0436.in June 1991.
 OR0436
 OR0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0436.GEOID18 height accuracy estimate available here.
 OR0436
 OR0436.Click photographs - Photos may exist for this station.
 OR0436
 OR0436.The dynamic height is computed by dividing the NAVD 88
 OR0436.geopotential number by the normal gravity value computed on the
 OR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0436.degrees latitude (g = 980.6199 gals.).
 OR0436
 OR0436.The modeled gravity was interpolated from observed gravity values.
 OR0436
 OR0436;                    North         East    Units  Estimated Accuracy
 OR0436;SPC SD S     -   173,850.      682,550.      MT  (+/- 180 meters Scaled)
 OR0436
 OR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP754601(NAD 83)
 OR0436
 OR0436                          SUPERSEDED SURVEY CONTROL
 OR0436
 OR0436  NGVD 29 (??/??/92)  431.639  (m)         1416.14   (f) ADJ UNCH    1 2
 OR0436
 OR0436.Superseded values are not recommended for survey control.
 OR0436
 OR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0436.See file dsdata.pdf to determine how the superseded data were derived.
 OR0436
 OR0436_MARKER: DB = BENCH MARK DISK
 OR0436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0436_SP_SET: CULVERT HEADWALL
 OR0436_STAMPING: H 49 1934
 OR0436_MARK LOGO: CGS
 OR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0436+STABILITY: SURFACE MOTION
 OR0436
 OR0436  HISTORY     - Date     Condition        Report By
 OR0436  HISTORY     - 1934     MONUMENTED       CGS
 OR0436  HISTORY     - 1958     GOOD             CGS
 OR0436
 OR0436                          STATION DESCRIPTION
 OR0436
 OR0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0436'6.9 MI N FROM CHAMBERLAIN.
 OR0436'6.9 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 OR0436'CHAMBERLAIN, AT A FILL, AT A CONCRETE CULVERT UNDER THE HIGHWAY,
 OR0436'IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL, AND ABOUT
 OR0436'1-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- ON THE RIGHT
 OR0436'OF WAY OF THE OLD HIGHWAY.  THE NEW HIGHWAY LOCATION WILL BE
 OR0436'ABOUT 0.5 MILE EAST OF THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0261 ***********************************************************************
 OQ0261  DESIGNATION -  H 5
 OQ0261  PID         -  OQ0261
 OQ0261  STATE/COUNTY-  SD/MINNEHAHA
 OQ0261  COUNTRY     -  US
 OQ0261  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0261
 OQ0261                         *CURRENT SURVEY CONTROL
 OQ0261  ______________________________________________________________________
 OQ0261* NAD 83(1986) POSITION- 43 33 44.     (N) 096 49 51.     (W)   SCALED
 OQ0261* NAVD 88 ORTHO HEIGHT -   439.798 (meters)     1442.90  (feet) ADJUSTED
 OQ0261  ______________________________________________________________________
 OQ0261  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 OQ0261  DYNAMIC HEIGHT  -        439.680 (meters)     1442.52  (feet) COMP
 OQ0261  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 OQ0261
 OQ0261  VERT ORDER      -  FIRST     CLASS II
 OQ0261
 OQ0261.The horizontal coordinates were scaled from a map and have
 OQ0261.an estimated accuracy of +/- 6 seconds.
 OQ0261
 OQ0261.The orthometric height was determined by differential leveling and
 OQ0261.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0261.in June 1991.
 OQ0261
 OQ0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0261.GEOID18 height accuracy estimate available here.
 OQ0261
 OQ0261.Click photographs - Photos may exist for this station.
 OQ0261
 OQ0261.The dynamic height is computed by dividing the NAVD 88
 OQ0261.geopotential number by the normal gravity value computed on the
 OQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0261.degrees latitude (g = 980.6199 gals.).
 OQ0261
 OQ0261.The modeled gravity was interpolated from observed gravity values.
 OQ0261
 OQ0261;                    North         East    Units  Estimated Accuracy
 OQ0261;SPC SD S     -   142,480.      882,870.      MT  (+/- 180 meters Scaled)
 OQ0261
 OQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP751255(NAD 83)
 OQ0261
 OQ0261                          SUPERSEDED SURVEY CONTROL
 OQ0261
 OQ0261  NGVD 29 (??/??/92)  439.513  (m)         1441.97   (f) ADJ UNCH    1 2
 OQ0261
 OQ0261.Superseded values are not recommended for survey control.
 OQ0261
 OQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0261.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0261
 OQ0261_MARKER: DB = BENCH MARK DISK
 OQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0261_STAMPING: 1441.969 H 5 1925
 OQ0261_MARK LOGO: CGS
 OQ0261_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0261+STABILITY: SURFACE MOTION
 OQ0261
 OQ0261  HISTORY     - Date     Condition        Report By
 OQ0261  HISTORY     - 1925     MONUMENTED       CGS
 OQ0261  HISTORY     - 1941     GOOD             CGS
 OQ0261  HISTORY     - 20110223 MARK NOT FOUND   INDIV
 OQ0261
 OQ0261                          STATION DESCRIPTION
 OQ0261
 OQ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OQ0261'AT ELLIS.
 OQ0261'AT ELLIS, MINNEHAHA COUNTY, 116 FEET SOUTHWEST OF THE SOUTHWEST
 OQ0261'CORNER OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 OQ0261'STATION, 129 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAIN
 OQ0261'ELEVATOR, AT A ROAD CROSSING, 66 FEET WEST OF THE CENTERLINE OF
 OQ0261'THE ROAD, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK,
 OQ0261'AND 2 1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OQ0261'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OQ0261'THE GROUND.  NOTE-- THE C. ST. P. MINN. AND O. RWY. IS NOW THE
 OQ0261'SOO LINE RAILROAD.
 OQ0261
 OQ0261                          STATION RECOVERY (2011)
 OQ0261
 OQ0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1024 ***********************************************************************
 PU1024  DESIGNATION -  H 5 B 2
 PU1024  PID         -  PU1024
 PU1024  STATE/COUNTY-  SD/MEADE
 PU1024  COUNTRY     -  US
 PU1024  USGS QUAD   -  ENNING (2017)
 PU1024
 PU1024                         *CURRENT SURVEY CONTROL
 PU1024  ______________________________________________________________________
 PU1024* NAD 83(1986) POSITION- 44 30 31.     (N) 102 33 47.     (W)   SCALED
 PU1024* NAVD 88 ORTHO HEIGHT -   843.124 (meters)     2766.15  (feet) ADJUSTED
 PU1024  ______________________________________________________________________
 PU1024  GEOID HEIGHT    -        -18.499 (meters)                     GEOID18
 PU1024  DYNAMIC HEIGHT  -        842.893 (meters)     2765.39  (feet) COMP
 PU1024  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 PU1024
 PU1024  VERT ORDER      -  SECOND    CLASS 0
 PU1024
 PU1024.The horizontal coordinates were scaled from a map and have
 PU1024.an estimated accuracy of +/- 6 seconds.
 PU1024
 PU1024.The orthometric height was determined by differential leveling and
 PU1024.adjusted by the NATIONAL GEODETIC SURVEY
 PU1024.in June 1991.
 PU1024
 PU1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1024.GEOID18 height accuracy estimate available here.
 PU1024
 PU1024.Click photographs - Photos may exist for this station.
 PU1024
 PU1024.The dynamic height is computed by dividing the NAVD 88
 PU1024.geopotential number by the normal gravity value computed on the
 PU1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1024.degrees latitude (g = 980.6199 gals.).
 PU1024
 PU1024.The modeled gravity was interpolated from observed gravity values.
 PU1024
 PU1024;                    North         East    Units  Estimated Accuracy
 PU1024;SPC SD N     -    78,260.      396,230.      MT  (+/- 180 meters Scaled)
 PU1024
 PU1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK937312(NAD 83)
 PU1024
 PU1024                          SUPERSEDED SURVEY CONTROL
 PU1024
 PU1024  NGVD 29 (??/??/92)  842.66   (m)         2764.6    (f) COMPUTED    2 0
 PU1024
 PU1024.Superseded values are not recommended for survey control.
 PU1024
 PU1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1024.See file dsdata.pdf to determine how the superseded data were derived.
 PU1024
 PU1024_MARKER: Z = SEE DESCRIPTION
 PU1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1024_SP_SET: PIER
 PU1024_STAMPING: H 2 B 2
 PU1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1024
 PU1024  HISTORY     - Date     Condition        Report By
 PU1024  HISTORY     - UNK      MONUMENTED       USAF
 PU1024  HISTORY     - 1952     GOOD             CGS
 PU1024
 PU1024                          STATION DESCRIPTION
 PU1024
 PU1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PU1024'4.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU1024'54 FEET WEST OF THE CENTER LINE OF THE ROAD, THE CENTER OF A
 PU1024'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU1024'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0290 ***********************************************************************
 PS0290  DESIGNATION -  H 50
 PS0290  PID         -  PS0290
 PS0290  STATE/COUNTY-  SD/HAND
 PS0290  COUNTRY     -  US
 PS0290  USGS QUAD   -  HIGHMORE SE (2017)
 PS0290
 PS0290                         *CURRENT SURVEY CONTROL
 PS0290  ______________________________________________________________________
 PS0290* NAD 83(1986) POSITION- 44 31 10.79   (N) 099 17 58.85   (W)   HD_HELD1
 PS0290* NAVD 88 ORTHO HEIGHT -   545.624 (meters)     1790.10  (feet) ADJUSTED
 PS0290  ______________________________________________________________________
 PS0290  GEOID HEIGHT    -        -24.016 (meters)                     GEOID18
 PS0290  DYNAMIC HEIGHT  -        545.517 (meters)     1789.75  (feet) COMP
 PS0290  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 PS0290
 PS0290  VERT ORDER      -  FIRST     CLASS II
 PS0290
 PS0290.The horizontal coordinates were determined by differentially corrected
 PS0290.hand held GPS observations or other comparable positioning techniques
 PS0290.and have an estimated accuracy of +/- 3 meters.
 PS0290
 PS0290.The orthometric height was determined by differential leveling and
 PS0290.adjusted by the NATIONAL GEODETIC SURVEY
 PS0290.in October 1997.
 PS0290
 PS0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0290.GEOID18 height accuracy estimate available here.
 PS0290
 PS0290.Click photographs - Photos may exist for this station.
 PS0290
 PS0290.The dynamic height is computed by dividing the NAVD 88
 PS0290.geopotential number by the normal gravity value computed on the
 PS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0290.degrees latitude (g = 980.6199 gals.).
 PS0290
 PS0290.The modeled gravity was interpolated from observed gravity values.
 PS0290
 PS0290;                    North         East    Units  Estimated Accuracy
 PS0290;SPC SD N     -    76,507.5     655,675.7     MT  (+/- 3 meters HH1 GPS) 
 PS0290
 PS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7618429637(NAD 83)
 PS0290
 PS0290                          SUPERSEDED SURVEY CONTROL
 PS0290
 PS0290  NAVD 88 (06/15/91)  545.637  (m)         1790.14   (f) SUPERSEDED  1 2
 PS0290  NGVD 29 (??/??/92)  545.285  (m)         1788.99   (f) ADJ UNCH    1 2
 PS0290
 PS0290.Superseded values are not recommended for survey control.
 PS0290
 PS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0290.See file dsdata.pdf to determine how the superseded data were derived.
 PS0290
 PS0290_MARKER: DB = BENCH MARK DISK
 PS0290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0290_SP_SET: CULVERT HEADWALL
 PS0290_STAMPING: H 50 1934
 PS0290_MARK LOGO: CGS
 PS0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0290+STABILITY: SURFACE MOTION
 PS0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0290+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0290
 PS0290  HISTORY     - Date     Condition        Report By
 PS0290  HISTORY     - 1934     MONUMENTED       CGS
 PS0290  HISTORY     - 19941103 GOOD             NGS
 PS0290
 PS0290                          STATION DESCRIPTION
 PS0290
 PS0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0290'4.9 MI W FROM REE HEIGHTS.
 PS0290'ABOUT 4.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0290'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, ABOUT 9 POLES WEST
 PS0290'OF MILEPOST 418, ABOUT 1 POLE EAST OF A ROAD CROSSING, AT
 PS0290'SANDSTONE CULVERT 200, IN THE TOP OF THE SOUTH HEAD WALL, 3 1/2
 PS0290'FEET FROM THE EAST END, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 PS0290'A STANDARD DISK, STAMPED H 50 1934.
 PS0290
 PS0290                          STATION RECOVERY (1994)
 PS0290
 PS0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0290'11.1 KM (6.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0290'STATE HIGHWAY 47 IN HIGHMORE, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG
 PS0290'A GRAVELED ROAD, IN TOP OF AND 1.3 M (4.3 FT) WEST OF THE EAST END OF
 PS0290'THE SOUTH STONE HEADWALL OF A CULVERT UNDER THE DAKOTA, MINNESOTA AND
 PS0290'EASTERN RAILROAD, 72.5 M (237.9 FT) EAST OF THE ROAD CENTER, 3.5 M
 PS0290'(11.5 FT) SOUTH OF THE NEAR RAIL, AND 0.7 M (2.3 FT) BELOW THE LEVEL
 PS0290'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0171 ***********************************************************************
 PS0171  DESIGNATION -  H 51
 PS0171  PID         -  PS0171
 PS0171  STATE/COUNTY-  SD/HAND
 PS0171  COUNTRY     -  US
 PS0171  USGS QUAD   -  WESSINGTON (2017)
 PS0171
 PS0171                         *CURRENT SURVEY CONTROL
 PS0171  ______________________________________________________________________
 PS0171* NAD 83(1986) POSITION- 44 27 29.     (N) 098 42 14.     (W)   SCALED
 PS0171* NAVD 88 ORTHO HEIGHT -   428.676 (meters)     1406.41  (feet) ADJUSTED
 PS0171  ______________________________________________________________________
 PS0171  GEOID HEIGHT    -        -24.909 (meters)                     GEOID18
 PS0171  DYNAMIC HEIGHT  -        428.594 (meters)     1406.15  (feet) COMP
 PS0171  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 PS0171
 PS0171  VERT ORDER      -  SECOND    CLASS 0
 PS0171
 PS0171.The horizontal coordinates were scaled from a map and have
 PS0171.an estimated accuracy of +/- 6 seconds.
 PS0171
 PS0171.The orthometric height was determined by differential leveling and
 PS0171.adjusted by the NATIONAL GEODETIC SURVEY
 PS0171.in June 1991.
 PS0171
 PS0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0171.GEOID18 height accuracy estimate available here.
 PS0171
 PS0171.Click photographs - Photos may exist for this station.
 PS0171
 PS0171.The dynamic height is computed by dividing the NAVD 88
 PS0171.geopotential number by the normal gravity value computed on the
 PS0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0171.degrees latitude (g = 980.6199 gals.).
 PS0171
 PS0171.The modeled gravity was interpolated from observed gravity values.
 PS0171
 PS0171;                    North         East    Units  Estimated Accuracy
 PS0171;SPC SD N     -    70,250.      703,150.      MT  (+/- 180 meters Scaled)
 PS0171
 PS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ235227(NAD 83)
 PS0171
 PS0171                          SUPERSEDED SURVEY CONTROL
 PS0171
 PS0171  NGVD 29 (??/??/92)  428.362  (m)         1405.38   (f) ADJ UNCH    2 0
 PS0171
 PS0171.Superseded values are not recommended for survey control.
 PS0171
 PS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0171.See file dsdata.pdf to determine how the superseded data were derived.
 PS0171
 PS0171_MARKER: DB = BENCH MARK DISK
 PS0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0171_SP_SET: BRIDGE
 PS0171_STAMPING: H 51 1934
 PS0171_MARK LOGO: CGS
 PS0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0171
 PS0171  HISTORY     - Date     Condition        Report By
 PS0171  HISTORY     - 1934     MONUMENTED       CGS
 PS0171  HISTORY     - 1940     GOOD             CGS
 PS0171  HISTORY     - 19941101 MARK NOT FOUND   NGS
 PS0171
 PS0171                          STATION DESCRIPTION
 PS0171
 PS0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0171'0.4 MI W FROM WESSINGTON.
 PS0171'IN HAND COUNTY, ABOUT 0.4 MILE WEST ALONG THE CHICAGO AND NORTH
 PS0171'WESTERN RAILWAY FROM THE STATION AT WESSINGTON, BEADLE COUNTY,
 PS0171'ABOUT 1 POLE EAST OF MILEPOST 388, AT BRIDGE 163, IN THE TOP OF
 PS0171'THE NORTH SIDE OF THE WEST SANDSTONE ABUTMENT, 5.0 FEET NORTH OF
 PS0171'THE NORTH RAIL, 1.8 FEET SOUTHEAST OF A WHITE REFERENCE POST, AND
 PS0171'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H
 PS0171'51 1934.
 PS0171
 PS0171                          STATION RECOVERY (1940)
 PS0171
 PS0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0171'RECOVERED IN GOOD CONDITION.
 PS0171
 PS0171                          STATION RECOVERY (1994)
 PS0171
 PS0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0171'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0555 ***********************************************************************
 PR0555  DESIGNATION -  H 52
 PR0555  PID         -  PR0555
 PR0555  STATE/COUNTY-  SD/BEADLE
 PR0555  COUNTRY     -  US
 PR0555  USGS QUAD   -  PEARL CREEK COLONY (2017)
 PR0555
 PR0555                         *CURRENT SURVEY CONTROL
 PR0555  ______________________________________________________________________
 PR0555* NAD 83(1986) POSITION- 44 22 07.     (N) 097 57 04.     (W)   SCALED
 PR0555* NAVD 88 ORTHO HEIGHT -   410.874 (meters)     1348.01  (feet) ADJUSTED
 PR0555  ______________________________________________________________________
 PR0555  GEOID HEIGHT    -        -25.057 (meters)                     GEOID18
 PR0555  DYNAMIC HEIGHT  -        410.804 (meters)     1347.78  (feet) COMP
 PR0555  MODELED GRAVITY -    980,435.0   (mgal)                       NAVD 88
 PR0555
 PR0555  VERT ORDER      -  SECOND    CLASS 0
 PR0555
 PR0555.The horizontal coordinates were scaled from a map and have
 PR0555.an estimated accuracy of +/- 6 seconds.
 PR0555
 PR0555.The orthometric height was determined by differential leveling and
 PR0555.adjusted by the NATIONAL GEODETIC SURVEY
 PR0555.in June 1991.
 PR0555
 PR0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0555.GEOID18 height accuracy estimate available here.
 PR0555
 PR0555.Click photographs - Photos may exist for this station.
 PR0555
 PR0555.The dynamic height is computed by dividing the NAVD 88
 PR0555.geopotential number by the normal gravity value computed on the
 PR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0555.degrees latitude (g = 980.6199 gals.).
 PR0555
 PR0555.The modeled gravity was interpolated from observed gravity values.
 PR0555
 PR0555;                    North         East    Units  Estimated Accuracy
 PR0555;SPC SD N     -    61,550.      763,300.      MT  (+/- 180 meters Scaled)
 PR0555
 PR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ835133(NAD 83)
 PR0555
 PR0555                          SUPERSEDED SURVEY CONTROL
 PR0555
 PR0555  NGVD 29 (??/??/92)  410.610  (m)         1347.14   (f) ADJ UNCH    2 0
 PR0555
 PR0555.Superseded values are not recommended for survey control.
 PR0555
 PR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0555.See file dsdata.pdf to determine how the superseded data were derived.
 PR0555
 PR0555_MARKER: DB = BENCH MARK DISK
 PR0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0555_SP_SET: BRIDGE
 PR0555_STAMPING: H 52 1934
 PR0555_MARK LOGO: CGS
 PR0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0555
 PR0555  HISTORY     - Date     Condition        Report By
 PR0555  HISTORY     - 1934     MONUMENTED       CGS
 PR0555  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0555
 PR0555                          STATION DESCRIPTION
 PR0555
 PR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0555'5.1 MI W FROM IROQUOIS.
 PR0555'IN BEADLE COUNTY, ABOUT 5.1 MILES WEST ALONG THE CHICAGO AND
 PR0555'NORTH WESTERN RAILWAY FROM IROQUOIS, KINGSBURY COUNTY, ABOUT
 PR0555'9 POLES EAST OF MILEPOST 350, OPPOSITE BRIDGE 124, ALONG U.S.
 PR0555'HIGHWAY 14, AT A BRIDGE, ABOUT 115 FEET NORTH OF THE CENTER
 PR0555'LINE OF THE TRACK, IN THE TOP OF THE SOUTHWEST CONCRETE WING
 PR0555'WALL, 2 FEET EAST OF THE CENTER, AND ABOUT LEVEL WITH THE TRACK.
 PR0555'A STANDARD DISK, STAMPED H 52 1934.
 PR0555
 PR0555                          STATION RECOVERY (1971)
 PR0555
 PR0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0555'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0516 ***********************************************************************
 OQ0516  DESIGNATION -  H 53
 OQ0516  PID         -  OQ0516
 OQ0516  STATE/COUNTY-  SD/MINER
 OQ0516  COUNTRY     -  US
 OQ0516  USGS QUAD   -  CANOVA WEST (2017)
 OQ0516
 OQ0516                         *CURRENT SURVEY CONTROL
 OQ0516  ______________________________________________________________________
 OQ0516* NAD 83(1986) POSITION- 43 52 53.     (N) 097 30 19.     (W)   SCALED
 OQ0516* NAVD 88 ORTHO HEIGHT -   464.630 (meters)     1524.37  (feet) ADJUSTED
 OQ0516  ______________________________________________________________________
 OQ0516  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 OQ0516  DYNAMIC HEIGHT  -        464.522 (meters)     1524.02  (feet) COMP
 OQ0516  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 OQ0516
 OQ0516  VERT ORDER      -  SECOND    CLASS 0
 OQ0516
 OQ0516.The horizontal coordinates were scaled from a map and have
 OQ0516.an estimated accuracy of +/- 6 seconds.
 OQ0516
 OQ0516.The orthometric height was determined by differential leveling and
 OQ0516.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0516.in June 1991.
 OQ0516
 OQ0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0516.GEOID18 height accuracy estimate available here.
 OQ0516
 OQ0516.Click photographs - Photos may exist for this station.
 OQ0516
 OQ0516.The dynamic height is computed by dividing the NAVD 88
 OQ0516.geopotential number by the normal gravity value computed on the
 OQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0516.degrees latitude (g = 980.6199 gals.).
 OQ0516
 OQ0516.The modeled gravity was interpolated from observed gravity values.
 OQ0516
 OQ0516;                    North         East    Units  Estimated Accuracy
 OQ0516;SPC SD S     -   175,850.      827,220.      MT  (+/- 180 meters Scaled)
 OQ0516
 OQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP200597(NAD 83)
 OQ0516
 OQ0516                          SUPERSEDED SURVEY CONTROL
 OQ0516
 OQ0516  NGVD 29 (??/??/92)  464.336  (m)         1523.41   (f) ADJ UNCH    2 0
 OQ0516
 OQ0516.Superseded values are not recommended for survey control.
 OQ0516
 OQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0516.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0516
 OQ0516_MARKER: DB = BENCH MARK DISK
 OQ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0516_STAMPING: H 53 1934
 OQ0516_MARK LOGO: CGS
 OQ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0516+STABILITY: SURFACE MOTION
 OQ0516
 OQ0516  HISTORY     - Date     Condition        Report By
 OQ0516  HISTORY     - 1934     MONUMENTED       CGS
 OQ0516
 OQ0516                          STATION DESCRIPTION
 OQ0516
 OQ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0516'AT CANOVA.
 OQ0516'AT CANOVA, MINER COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OQ0516'RAILWAY, ACROSS A STREET FROM THE STATION, ABOUT 3 POLES NORTHWEST
 OQ0516'OF MILEPOST 88, AT A ROAD CROSSING, 84 FEET NORTHWEST OF THE
 OQ0516'CENTER LINE OF THE ROAD, 22 FEET NORTHEAST OF THE CENTER LINE
 OQ0516'OF THE TRACK, 4 FEET NORTHWEST OF A POLE, AND ABOUT LEVEL WITH
 OQ0516'THE TRACK.  A STANDARD DISK, STAMPED H 53 1934 AND SET IN
 OQ0516'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0499 ***********************************************************************
 PR0499  DESIGNATION -  H 54
 PR0499  PID         -  PR0499
 PR0499  STATE/COUNTY-  SD/LAKE
 PR0499  COUNTRY     -  US
 PR0499  USGS QUAD   -  MADISON (2017)
 PR0499
 PR0499                         *CURRENT SURVEY CONTROL
 PR0499  ______________________________________________________________________
 PR0499* NAD 83(1986) POSITION- 44 00 09.1    (N) 097 06 51.7    (W)   HD_HELD2
 PR0499* NAVD 88 ORTHO HEIGHT -   510.635 (meters)     1675.31  (feet) ADJUSTED
 PR0499  ______________________________________________________________________
 PR0499  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 PR0499  DYNAMIC HEIGHT  -        510.513 (meters)     1674.91  (feet) COMP
 PR0499  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 PR0499
 PR0499  VERT ORDER      -  SECOND    CLASS 0
 PR0499
 PR0499.The horizontal coordinates were established by autonomous hand held GPS
 PR0499.observations and have an estimated accuracy of +/- 10 meters.
 PR0499
 PR0499.The orthometric height was determined by differential leveling and
 PR0499.adjusted by the NATIONAL GEODETIC SURVEY
 PR0499.in June 1991.
 PR0499
 PR0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0499.GEOID18 height accuracy estimate available here.
 PR0499
 PR0499.Click photographs - Photos may exist for this station.
 PR0499
 PR0499.The dynamic height is computed by dividing the NAVD 88
 PR0499.geopotential number by the normal gravity value computed on the
 PR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0499.degrees latitude (g = 980.6199 gals.).
 PR0499
 PR0499.The modeled gravity was interpolated from observed gravity values.
 PR0499
 PR0499;                    North         East    Units  Estimated Accuracy
 PR0499;SPC SD S     -   190,438.      858,088.      MT  (+/- 10 meters HH2 GPS)
 PR0499
 PR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5117373882(NAD 83)
 PR0499
 PR0499                          SUPERSEDED SURVEY CONTROL
 PR0499
 PR0499  NGVD 29 (??/??/92)  510.344  (m)         1674.35   (f) ADJ UNCH    2 0
 PR0499
 PR0499.Superseded values are not recommended for survey control.
 PR0499
 PR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0499.See file dsdata.pdf to determine how the superseded data were derived.
 PR0499
 PR0499_MARKER: DB = BENCH MARK DISK
 PR0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0499_SP_SET: BUILDING WALL
 PR0499_STAMPING: H 54 1934
 PR0499_MARK LOGO: CGS
 PR0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0499+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2015
 PR0499
 PR0499  HISTORY     - Date     Condition        Report By
 PR0499  HISTORY     - 1934     MONUMENTED       CGS
 PR0499  HISTORY     - 20150407 GOOD             INDIV
 PR0499
 PR0499                          STATION DESCRIPTION
 PR0499
 PR0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0499'AT MADISON.
 PR0499'AT MADISON, LAKE COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0499'AND PACIFIC RAILROAD STATION, IN THE FACE OF THE BRICK WALL
 PR0499'OF THE SOUTHEAST CORNER FACING THE TRACKS, 30 FEET EAST OF THE
 PR0499'CENTER LINE OF THE WAITING ROOM DOOR, AND 4 FEET ABOVE THE
 PR0499'WALK.  A STANDARD DISK, STAMPED H 54 1934.
 PR0499
 PR0499                          STATION RECOVERY (2015)
 PR0499
 PR0499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JHC)
 PR0499'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0199 ***********************************************************************
 PR0199  DESIGNATION -  H 55
 PR0199  PID         -  PR0199
 PR0199  STATE/COUNTY-  SD/BROOKINGS
 PR0199  COUNTRY     -  US
 PR0199  USGS QUAD   -  WHITE (2017)
 PR0199
 PR0199                         *CURRENT SURVEY CONTROL
 PR0199  ______________________________________________________________________
 PR0199* NAD 83(1986) POSITION- 44 26 00.     (N) 096 38 56.     (W)   SCALED
 PR0199* NAVD 88 ORTHO HEIGHT -   544.204 (meters)     1785.44  (feet) ADJUSTED
 PR0199  ______________________________________________________________________
 PR0199  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 PR0199  DYNAMIC HEIGHT  -        544.113 (meters)     1785.14  (feet) COMP
 PR0199  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 PR0199
 PR0199  VERT ORDER      -  SECOND    CLASS 0
 PR0199
 PR0199.The horizontal coordinates were scaled from a map and have
 PR0199.an estimated accuracy of +/- 6 seconds.
 PR0199
 PR0199.The orthometric height was determined by differential leveling and
 PR0199.adjusted by the NATIONAL GEODETIC SURVEY
 PR0199.in June 1991.
 PR0199
 PR0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0199.GEOID18 height accuracy estimate available here.
 PR0199
 PR0199.Click photographs - Photos may exist for this station.
 PR0199
 PR0199.The dynamic height is computed by dividing the NAVD 88
 PR0199.geopotential number by the normal gravity value computed on the
 PR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0199.degrees latitude (g = 980.6199 gals.).
 PR0199
 PR0199.The modeled gravity was interpolated from observed gravity values.
 PR0199
 PR0199;                    North         East    Units  Estimated Accuracy
 PR0199;SPC SD N     -    72,200.      866,740.      MT  (+/- 180 meters Scaled)
 PR0199
 PR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ871226(NAD 83)
 PR0199
 PR0199                          SUPERSEDED SURVEY CONTROL
 PR0199
 PR0199  NGVD 29 (??/??/92)  543.955  (m)         1784.63   (f) ADJ UNCH    2 0
 PR0199
 PR0199.Superseded values are not recommended for survey control.
 PR0199
 PR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0199.See file dsdata.pdf to determine how the superseded data were derived.
 PR0199
 PR0199_MARKER: DB = BENCH MARK DISK
 PR0199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0199_SP_SET: STEP
 PR0199_STAMPING: H 55 1934
 PR0199_MARK LOGO: CGS
 PR0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0199
 PR0199  HISTORY     - Date     Condition        Report By
 PR0199  HISTORY     - 1934     MONUMENTED       CGS
 PR0199  HISTORY     - 1977     GOOD             NGS
 PR0199  HISTORY     - 19981031 MARK NOT FOUND   LOCENG
 PR0199
 PR0199                          STATION DESCRIPTION
 PR0199
 PR0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0199'AT WHITE.
 PR0199'AT WHITE, BROOKINGS COUNTY, AT THE CITY SCHOOL, 2 BLOCKS EAST
 PR0199'AND 1 BLOCK SOUTH OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0199'RAILWAY STATION, IN THE NORTH END OF A CONCRETE STEP AT THE
 PR0199'EAST ENTRANCE, AND ABOUT 1.5 FEET ABOVE GROUND.  A STANDARD
 PR0199'DISK, STAMPED H 55 1934.
 PR0199
 PR0199                          STATION RECOVERY (1977)
 PR0199
 PR0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PR0199'RECOVERED IN GOOD CONDITION.
 PR0199
 PR0199                          STATION RECOVERY (1998)
 PR0199
 PR0199'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 PR0199'SEARCHED FOR BUT NOT RECOVERED.  NOTE--THE SCHOOL BUILDING HAS BEEN
 PR0199'TORN DOWN WITH A NEW STRUCTURE REPLACING IT.  THE MONUMENT IS GONE.
 PR0199'ALSO CHICAGO, ROCK ISLAND, AND PACIFIC RR HAS BEEN NON EXISTANT FOR A
 PR0199'LONG TIME, THE DEPOT IN WHITE IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0320 ***********************************************************************
 PR0320  DESIGNATION -  H 56
 PR0320  PID         -  PR0320
 PR0320  STATE/COUNTY-  SD/DEUEL
 PR0320  COUNTRY     -  US
 PR0320  USGS QUAD   -  GOODWIN (2017)
 PR0320
 PR0320                         *CURRENT SURVEY CONTROL
 PR0320  ______________________________________________________________________
 PR0320* NAD 83(1986) POSITION- 44 52 36.     (N) 096 48 39.     (W)   SCALED
 PR0320* NAVD 88 ORTHO HEIGHT -   591.499 (meters)     1940.61  (feet) ADJUSTED
 PR0320  ______________________________________________________________________
 PR0320  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 PR0320  DYNAMIC HEIGHT  -        591.406 (meters)     1940.30  (feet) COMP
 PR0320  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 PR0320
 PR0320  VERT ORDER      -  SECOND    CLASS 0
 PR0320
 PR0320.The horizontal coordinates were scaled from a map and have
 PR0320.an estimated accuracy of +/- 6 seconds.
 PR0320
 PR0320.The orthometric height was determined by differential leveling and
 PR0320.adjusted by the NATIONAL GEODETIC SURVEY
 PR0320.in June 1991.
 PR0320
 PR0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0320.GEOID18 height accuracy estimate available here.
 PR0320
 PR0320.Click photographs - Photos may exist for this station.
 PR0320
 PR0320.The dynamic height is computed by dividing the NAVD 88
 PR0320.geopotential number by the normal gravity value computed on the
 PR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0320.degrees latitude (g = 980.6199 gals.).
 PR0320
 PR0320.The modeled gravity was interpolated from observed gravity values.
 PR0320
 PR0320;                    North         East    Units  Estimated Accuracy
 PR0320;SPC SD N     -   120,900.      851,920.      MT  (+/- 180 meters Scaled)
 PR0320
 PR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ729715(NAD 83)
 PR0320
 PR0320                          SUPERSEDED SURVEY CONTROL
 PR0320
 PR0320  NGVD 29 (??/??/92)  591.215  (m)         1939.68   (f) ADJ UNCH    2 0
 PR0320
 PR0320.Superseded values are not recommended for survey control.
 PR0320
 PR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0320.See file dsdata.pdf to determine how the superseded data were derived.
 PR0320
 PR0320_MARKER: DB = BENCH MARK DISK
 PR0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0320_STAMPING: H 56 1934
 PR0320_MARK LOGO: CGS
 PR0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0320+STABILITY: SURFACE MOTION
 PR0320
 PR0320  HISTORY     - Date     Condition        Report By
 PR0320  HISTORY     - 1934     MONUMENTED       CGS
 PR0320
 PR0320                          STATION DESCRIPTION
 PR0320
 PR0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0320'1.9 MI E FROM GOODWIN.
 PR0320'ABOUT 1.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0320'FROM THE CITY SCHOOL AT GOODWIN, DEUEL COUNTY, AT MILEPOST 304,
 PR0320'38 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6
 PR0320'INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 56 1934
 PR0320'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0645 ***********************************************************************
 PR0645  DESIGNATION -  H 57
 PR0645  PID         -  PR0645
 PR0645  STATE/COUNTY-  SD/CLARK
 PR0645  COUNTRY     -  US
 PR0645  USGS QUAD   -  GARDEN CITY (2017)
 PR0645
 PR0645                         *CURRENT SURVEY CONTROL
 PR0645  ______________________________________________________________________
 PR0645* NAD 83(1986) POSITION- 44 59 04.     (N) 097 34 55.     (W)   SCALED
 PR0645* NAVD 88 ORTHO HEIGHT -   567.640 (meters)     1862.33  (feet) ADJUSTED
 PR0645  ______________________________________________________________________
 PR0645  GEOID HEIGHT    -        -24.789 (meters)                     GEOID18
 PR0645  DYNAMIC HEIGHT  -        567.558 (meters)     1862.06  (feet) COMP
 PR0645  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PR0645
 PR0645  VERT ORDER      -  SECOND    CLASS 0
 PR0645
 PR0645.The horizontal coordinates were scaled from a map and have
 PR0645.an estimated accuracy of +/- 6 seconds.
 PR0645
 PR0645.The orthometric height was determined by differential leveling and
 PR0645.adjusted by the NATIONAL GEODETIC SURVEY
 PR0645.in June 1991.
 PR0645
 PR0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0645.GEOID18 height accuracy estimate available here.
 PR0645
 PR0645.Click photographs - Photos may exist for this station.
 PR0645
 PR0645.The dynamic height is computed by dividing the NAVD 88
 PR0645.geopotential number by the normal gravity value computed on the
 PR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0645.degrees latitude (g = 980.6199 gals.).
 PR0645
 PR0645.The modeled gravity was interpolated from observed gravity values.
 PR0645
 PR0645;                    North         East    Units  Estimated Accuracy
 PR0645;SPC SD N     -   130,760.      790,670.      MT  (+/- 180 meters Scaled)
 PR0645
 PR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ117822(NAD 83)
 PR0645
 PR0645                          SUPERSEDED SURVEY CONTROL
 PR0645
 PR0645  NGVD 29 (??/??/92)  567.326  (m)         1861.30   (f) ADJ UNCH    2 0
 PR0645
 PR0645.Superseded values are not recommended for survey control.
 PR0645
 PR0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0645.See file dsdata.pdf to determine how the superseded data were derived.
 PR0645
 PR0645_MARKER: DB = BENCH MARK DISK
 PR0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0645_STAMPING: H 57 1934
 PR0645_MARK LOGO: CGS
 PR0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0645+STABILITY: SURFACE MOTION
 PR0645
 PR0645  HISTORY     - Date     Condition        Report By
 PR0645  HISTORY     - 1934     MONUMENTED       CGS
 PR0645  HISTORY     - 1973     GOOD             USGS
 PR0645
 PR0645                          STATION DESCRIPTION
 PR0645
 PR0645'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0645'1.7 MI N FROM GARDEN CITY.
 PR0645'1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0645'RAILROAD FROM THE STATION AT GARDEN CITY, IN SECTION 32, T-118N,
 PR0645'R56W, NEAR THE CROSSING OF A PRIVATE FARM ROAD, ABOUT 500 FT.
 PR0645'SOUTH OF, 297 FT. NORTH ALONG THE R/W FENCE FROM A FENCE CORNER,
 PR0645'7 FT. WEST OF THE R/W FENCE AND 43 FT. EAST OF THE CENTERLINE
 PR0645'OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0613 ***********************************************************************
 PR0613  DESIGNATION -  H 58
 PR0613  PID         -  PR0613
 PR0613  STATE/COUNTY-  SD/CLARK
 PR0613  COUNTRY     -  US
 PR0613  USGS QUAD   -  CLARK NORTH (2017)
 PR0613
 PR0613                         *CURRENT SURVEY CONTROL
 PR0613  ______________________________________________________________________
 PR0613* NAD 83(1996) POSITION- 44 52 47.66735(N) 097 44 21.02829(W)   ADJUSTED
 PR0613* NAVD 88 ORTHO HEIGHT -   562.161 (meters)     1844.36  (feet) ADJUSTED
 PR0613  ______________________________________________________________________
 PR0613  GEOID HEIGHT    -        -24.587 (meters)                     GEOID18
 PR0613  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 PR0613  DYNAMIC HEIGHT  -        562.080 (meters)     1844.09  (feet) COMP
 PR0613  MODELED GRAVITY -    980,454.8   (mgal)                       NAVD 88
 PR0613
 PR0613  HORZ ORDER      -  SECOND
 PR0613  VERT ORDER      -  FIRST     CLASS II
 PR0613
 PR0613.The horizontal coordinates were established by classical geodetic methods
 PR0613.and adjusted by the National Geodetic Survey in January 1998.
 PR0613
 PR0613.The orthometric height was determined by differential leveling and
 PR0613.adjusted by the NATIONAL GEODETIC SURVEY
 PR0613.in July 1998.
 PR0613
 PR0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0613.GEOID18 height accuracy estimate available here.
 PR0613
 PR0613.Click photographs - Photos may exist for this station.
 PR0613
 PR0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0613
 PR0613.The dynamic height is computed by dividing the NAVD 88
 PR0613.geopotential number by the normal gravity value computed on the
 PR0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0613.degrees latitude (g = 980.6199 gals.).
 PR0613
 PR0613.The modeled gravity was interpolated from observed gravity values.
 PR0613
 PR0613. The following values were computed from the NAD 83(1996) position.
 PR0613
 PR0613;                    North         East     Units Scale Factor Converg.
 PR0613;SPC SD N     -   118,791.464   778,597.618   MT  0.99994356   +1 36 00.3
 PR0613;SPC SD N     -   389,734.99  2,554,449.02   sFT  0.99994356   +1 36 00.3
 PR0613;UTM  14      - 4,970,382.979   599,579.746   MT  0.99972193   +0 53 23.1
 PR0613
 PR0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0613!SPC SD N     -   0.99991572  x   0.99994356  =   0.99985929
 PR0613!UTM  14      -   0.99991572  x   0.99972193  =   0.99963767
 PR0613
 PR0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9957970382(NAD 83)
 PR0613
 PR0613                          SUPERSEDED SURVEY CONTROL
 PR0613
 PR0613  NAD 83(1986)-  44 52 47.66616(N)    097 44 21.01398(W) AD(       ) 2
 PR0613  NAD 27      -  44 52 47.78700(N)    097 44 19.71700(W) AD(       ) 2
 PR0613  NAVD 88 (06/15/91)  562.165  (m)         1844.37   (f) SUPERSEDED  1 2
 PR0613  NGVD 29 (??/??/92)  561.850  (m)         1843.34   (f) ADJ UNCH    1 2
 PR0613  NGVD 29             561.85   (m)         1843.3    (f) LEVELING    3  
 PR0613
 PR0613.Superseded values are not recommended for survey control.
 PR0613
 PR0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0613.See file dsdata.pdf to determine how the superseded data were derived.
 PR0613
 PR0613_MARKER: DB = BENCH MARK DISK
 PR0613_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0613+WITH SETTING: PAVEMENT
 PR0613_SP_SET: FOOTING
 PR0613_STAMPING: H 58 1934
 PR0613_MARK LOGO: CGS
 PR0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0613+STABILITY: SURFACE MOTION
 PR0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0613+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 PR0613
 PR0613  HISTORY     - Date     Condition        Report By
 PR0613  HISTORY     - 1934     MONUMENTED       CGS
 PR0613  HISTORY     - 1934     GOOD             CGS
 PR0613  HISTORY     - 19950913 GOOD             NGS
 PR0613  HISTORY     - 19961011 GOOD             CHANCE
 PR0613  HISTORY     - 20110820 GOOD             GEOCAC
 PR0613
 PR0613                          STATION DESCRIPTION
 PR0613
 PR0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0613'U.S.C. AND G.S. B.M. H58 1934 IS S OF SW OF STATION CLARK MAGNETIC,
 PR0613'IN THE CONCRETE FOOTING OF THE NE LEG OF THE CLARK MUNICIPAL TANK,
 PR0613'47 FEET S OF THE CENTER LINE OF WEST THIRD STREET, AND PROJECTS
 PR0613'15 INCHES.
 PR0613
 PR0613                          STATION RECOVERY (1934)
 PR0613
 PR0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PR0613'AT CLARK.
 PR0613'AT CLARK, CLARK COUNTY, AT THE CITY WATER TANK, AND IN THE TOP
 PR0613'OF THE NORTH CORNER OF THE NORTHEAST CONCRETE PEDESTAL STONE.
 PR0613'A STANDARD DISK, STAMPED H 58 1934.
 PR0613
 PR0613                          STATION RECOVERY (1995)
 PR0613
 PR0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0613'IN CLARK, AT THE INTERSECTION OF NORTH UTAH STREET AND 3RD AVENUE,
 PR0613'NEAR THE NORTH CORNER OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG OF
 PR0613'THE MUNICIPAL WATER TANK, 60.0 M (196.8 FT) EAST OF THE STREET CENTER,
 PR0613'14.5 M (47.6 FT) SOUTH OF THE AVENUE CENTER, AND 0.3 M (1.0 FT) ABOVE
 PR0613'THE LEVEL OF THE AVENUE.
 PR0613
 PR0613                          STATION RECOVERY (1996)
 PR0613
 PR0613'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0613'RECOVERED AS DESCRIBED.
 PR0613
 PR0613                          STATION RECOVERY (2011)
 PR0613
 PR0613'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0284 ***********************************************************************
 PS0284  DESIGNATION -  H 59
 PS0284  PID         -  PS0284
 PS0284  STATE/COUNTY-  SD/SPINK
 PS0284  COUNTRY     -  US
 PS0284  USGS QUAD   -  REDFIELD SOUTH (2017)
 PS0284
 PS0284                         *CURRENT SURVEY CONTROL
 PS0284  ______________________________________________________________________
 PS0284* NAD 83(1986) POSITION- 44 52 27.     (N) 098 30 57.     (W)   SCALED
 PS0284* NAVD 88 ORTHO HEIGHT -   400.361 (meters)     1313.52  (feet) ADJUSTED
 PS0284  ______________________________________________________________________
 PS0284  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 PS0284  DYNAMIC HEIGHT  -        400.317 (meters)     1313.37  (feet) COMP
 PS0284  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 PS0284
 PS0284  VERT ORDER      -  FIRST     CLASS II
 PS0284
 PS0284.The horizontal coordinates were scaled from a map and have
 PS0284.an estimated accuracy of +/- 6 seconds.
 PS0284
 PS0284.The orthometric height was determined by differential leveling and
 PS0284.adjusted by the NATIONAL GEODETIC SURVEY
 PS0284.in July 1998.
 PS0284
 PS0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0284.GEOID18 height accuracy estimate available here.
 PS0284
 PS0284.Click photographs - Photos may exist for this station.
 PS0284
 PS0284.The dynamic height is computed by dividing the NAVD 88
 PS0284.geopotential number by the normal gravity value computed on the
 PS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0284.degrees latitude (g = 980.6199 gals.).
 PS0284
 PS0284.The modeled gravity was interpolated from observed gravity values.
 PS0284
 PS0284;                    North         East    Units  Estimated Accuracy
 PS0284;SPC SD N     -   116,730.      717,270.      MT  (+/- 180 meters Scaled)
 PS0284
 PS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ382690(NAD 83)
 PS0284
 PS0284                          SUPERSEDED SURVEY CONTROL
 PS0284
 PS0284  NAVD 88 (06/15/91)  400.329  (m)         1313.41   (f) SUPERSEDED  1 2
 PS0284  NGVD 29 (??/??/92)  400.034  (m)         1312.44   (f) ADJ UNCH    1 2
 PS0284
 PS0284.Superseded values are not recommended for survey control.
 PS0284
 PS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0284.See file dsdata.pdf to determine how the superseded data were derived.
 PS0284
 PS0284_MARKER: DB = BENCH MARK DISK
 PS0284_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PS0284_SP_SET: BALUSTRADE
 PS0284_STAMPING: H 59 1934
 PS0284_MARK LOGO: CGS
 PS0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0284+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 PS0284
 PS0284  HISTORY     - Date     Condition        Report By
 PS0284  HISTORY     - 1934     MONUMENTED       CGS
 PS0284  HISTORY     - 19950919 GOOD             NGS
 PS0284  HISTORY     - 19970422 GOOD             NGS
 PS0284
 PS0284                          STATION DESCRIPTION
 PS0284
 PS0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0284'AT REDFIELD.
 PS0284'AT REDFIELD, SPINK COUNTY, AT THE SOUTH ENTRANCE TO THE COUNTY
 PS0284'COURTHOUSE, AND IN THE TOP OF THE EAST LIMESTONE BALUSTRADE.
 PS0284'A STANDARD DISK, STAMPED H 59 1934.
 PS0284
 PS0284                          STATION RECOVERY (1995)
 PS0284
 PS0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0284'IN REDFIELD, AT THE INTERSECTION OF 3RD STREET AND 8TH AVENUE, NEAR
 PS0284'THE SOUTH END OF THE EAST STONE BALUSTRADE AT THE SOUTH ENTRANCE TO
 PS0284'THE COURTHOUSE, 106.3 M (348.8 FT) WEST OF MILEPOST 307, 69.4 M (227.7
 PS0284'FT) WEST OF THE STREET CENTER, 57.3 M (188.0 FT) NORTH OF THE AVENUE
 PS0284'CENTER, 2.2 M (7.2 FT) EAST OF THE CENTER OF THE ENTRANCE, 2.2 M (7.2
 PS0284'FT) SOUTH OF THE SOUTH FACE OF THE BUILDING, AND 1.5 M (4.9 FT) ABOVE
 PS0284'THE LEVEL OF THE AVENUE.
 PS0284
 PS0284                          STATION RECOVERY (1997)
 PS0284
 PS0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 PS0284'IN REDFIELD, AT THE INTERSECTION OF 3RD STREET AND 8TH AVENUE, NEAR
 PS0284'THE SOUTH END OF THE EAST BALUSTRADE AT THE SOUTH ENTRANCE TO THE
 PS0284'COURTHOUSE, 106.3 M (348.8 FT) WEST OF MILEPOST 307, 69.4 M (227.7 FT)
 PS0284'WEST OF THE STREET CENTER, 57.3 M (188.0 FT) NORTH OF THE AVENUE
 PS0284'CENTER, 2.2 M (7.2 FT) EAST OF THE CENTER OF A SET OF STEPS LEADING TO
 PS0284'THE COURTHOUSE, 2.2 M (7.2 FT) SOUTH OF THE SOUTH FACE OF THE
 PS0284'BUILDING, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE AVENUE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0493 ***********************************************************************
 OQ0493  DESIGNATION -  H 6
 OQ0493  PID         -  OQ0493
 OQ0493  STATE/COUNTY-  SD/MCCOOK
 OQ0493  COUNTRY     -  US
 OQ0493  USGS QUAD   -  SPENCER (2017)
 OQ0493
 OQ0493                         *CURRENT SURVEY CONTROL
 OQ0493  ______________________________________________________________________
 OQ0493* NAD 83(1986) POSITION- 43 43 39.     (N) 097 35 36.     (W)   SCALED
 OQ0493* NAVD 88 ORTHO HEIGHT -   421.256 (meters)     1382.07  (feet) ADJUSTED
 OQ0493  ______________________________________________________________________
 OQ0493  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 OQ0493  DYNAMIC HEIGHT  -        421.156 (meters)     1381.74  (feet) COMP
 OQ0493  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 OQ0493
 OQ0493  VERT ORDER      -  FIRST     CLASS II
 OQ0493
 OQ0493.The horizontal coordinates were scaled from a map and have
 OQ0493.an estimated accuracy of +/- 6 seconds.
 OQ0493
 OQ0493.The orthometric height was determined by differential leveling and
 OQ0493.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0493.in June 1991.
 OQ0493
 OQ0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0493.GEOID18 height accuracy estimate available here.
 OQ0493
 OQ0493.Click photographs - Photos may exist for this station.
 OQ0493
 OQ0493.The dynamic height is computed by dividing the NAVD 88
 OQ0493.geopotential number by the normal gravity value computed on the
 OQ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0493.degrees latitude (g = 980.6199 gals.).
 OQ0493
 OQ0493.The modeled gravity was interpolated from observed gravity values.
 OQ0493
 OQ0493;                    North         East    Units  Estimated Accuracy
 OQ0493;SPC SD S     -   158,520.      820,710.      MT  (+/- 180 meters Scaled)
 OQ0493
 OQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP132425(NAD 83)
 OQ0493
 OQ0493                          SUPERSEDED SURVEY CONTROL
 OQ0493
 OQ0493  NGVD 29 (??/??/92)  420.973  (m)         1381.14   (f) ADJ UNCH    1 2
 OQ0493
 OQ0493.Superseded values are not recommended for survey control.
 OQ0493
 OQ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0493.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0493
 OQ0493_MARKER: DB = BENCH MARK DISK
 OQ0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0493_SP_SET: BUILDING
 OQ0493_STAMPING: 1381.142 H 6 1925
 OQ0493_MARK LOGO: CGS
 OQ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0493+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2024
 OQ0493
 OQ0493  HISTORY     - Date     Condition        Report By
 OQ0493  HISTORY     - 1925     MONUMENTED       CGS
 OQ0493  HISTORY     - 1935     GOOD             CGS
 OQ0493  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0493  HISTORY     - 20240808 GOOD             INDIV
 OQ0493
 OQ0493                          STATION DESCRIPTION
 OQ0493
 OQ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0493'AT SPENCER.
 OQ0493'AT SPENCER, MC COOK COUNTY, AT THE PUBLIC SCHOOL, IN THE SOUTH
 OQ0493'FOUNDATION WALL, ABOUT 5 FEET WEST OF THE CENTER OF THE WEST
 OQ0493'ENTRANCE, AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD DISK,
 OQ0493'STAMPED 1381.142 H 6 1925 AND SET VERTICALLY.
 OQ0493
 OQ0493                          STATION RECOVERY (1935)
 OQ0493
 OQ0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0493'RECOVERED IN GOOD CONDITION.
 OQ0493
 OQ0493                          STATION RECOVERY (2012)
 OQ0493
 OQ0493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0493'MARK NOT FOUND.
 OQ0493
 OQ0493                          STATION RECOVERY (2024)
 OQ0493
 OQ0493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (JG)
 OQ0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0699 ***********************************************************************
 PU0699  DESIGNATION -  H 6 B 2
 PU0699  PID         -  PU0699
 PU0699  STATE/COUNTY-  SD/MEADE
 PU0699  COUNTRY     -  US
 PU0699  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0699
 PU0699                         *CURRENT SURVEY CONTROL
 PU0699  ______________________________________________________________________
 PU0699* NAD 83(1986) POSITION- 44 26 05.     (N) 102 33 46.     (W)   SCALED
 PU0699* NAVD 88 ORTHO HEIGHT -   797.478 (meters)     2616.39  (feet) ADJUSTED
 PU0699  ______________________________________________________________________
 PU0699  GEOID HEIGHT    -        -18.550 (meters)                     GEOID18
 PU0699  DYNAMIC HEIGHT  -        797.261 (meters)     2615.68  (feet) COMP
 PU0699  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 PU0699
 PU0699  VERT ORDER      -  SECOND    CLASS 0
 PU0699
 PU0699.The horizontal coordinates were scaled from a map and have
 PU0699.an estimated accuracy of +/- 6 seconds.
 PU0699
 PU0699.The orthometric height was determined by differential leveling and
 PU0699.adjusted by the NATIONAL GEODETIC SURVEY
 PU0699.in June 1991.
 PU0699
 PU0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0699.GEOID18 height accuracy estimate available here.
 PU0699
 PU0699.Click photographs - Photos may exist for this station.
 PU0699
 PU0699.The dynamic height is computed by dividing the NAVD 88
 PU0699.geopotential number by the normal gravity value computed on the
 PU0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0699.degrees latitude (g = 980.6199 gals.).
 PU0699
 PU0699.The modeled gravity was interpolated from observed gravity values.
 PU0699
 PU0699;                    North         East    Units  Estimated Accuracy
 PU0699;SPC SD N     -    70,060.      395,990.      MT  (+/- 180 meters Scaled)
 PU0699
 PU0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK939230(NAD 83)
 PU0699
 PU0699                          SUPERSEDED SURVEY CONTROL
 PU0699
 PU0699  NGVD 29 (??/??/92)  797.01   (m)         2614.9    (f) COMPUTED    2 0
 PU0699
 PU0699.Superseded values are not recommended for survey control.
 PU0699
 PU0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0699.See file dsdata.pdf to determine how the superseded data were derived.
 PU0699
 PU0699_MARKER: Z = SEE DESCRIPTION
 PU0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0699_SP_SET: PIER
 PU0699_STAMPING: H 6 B 2
 PU0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0699
 PU0699  HISTORY     - Date     Condition        Report By
 PU0699  HISTORY     - UNK      MONUMENTED       USAF
 PU0699  HISTORY     - 1962     GOOD             CGS
 PU0699
 PU0699                          STATION DESCRIPTION
 PU0699
 PU0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0699'9.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0699'48 FEET WEST OF THE CENTER LINE OF THE ROAD, THE CENTER OF A
 PU0699'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0699'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0086 ***********************************************************************
 QR0086  DESIGNATION -  H 60
 QR0086  PID         -  QR0086
 QR0086  STATE/COUNTY-  SD/BROWN
 QR0086  COUNTRY     -  US
 QR0086  USGS QUAD   -  WARNER (2017)
 QR0086
 QR0086                         *CURRENT SURVEY CONTROL
 QR0086  ______________________________________________________________________
 QR0086* NAD 83(1986) POSITION- 45 21 52.83   (N) 098 29 42.54   (W)   HD_HELD1
 QR0086* NAVD 88 ORTHO HEIGHT -   396.196 (meters)     1299.85  (feet) ADJUSTED
 QR0086  ______________________________________________________________________
 QR0086  GEOID HEIGHT    -        -24.324 (meters)                     GEOID18
 QR0086  DYNAMIC HEIGHT  -        396.168 (meters)     1299.76  (feet) COMP
 QR0086  MODELED GRAVITY -    980,534.3   (mgal)                       NAVD 88
 QR0086
 QR0086  VERT ORDER      -  SECOND    CLASS 0
 QR0086
 QR0086.The horizontal coordinates were determined by differentially corrected
 QR0086.hand held GPS observations or other comparable positioning techniques
 QR0086.and have an estimated accuracy of +/- 3 meters.
 QR0086
 QR0086.The orthometric height was determined by differential leveling and
 QR0086.adjusted by the NATIONAL GEODETIC SURVEY
 QR0086.in June 1991.
 QR0086
 QR0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0086.GEOID18 height accuracy estimate available here.
 QR0086
 QR0086.Click photographs - Photos may exist for this station.
 QR0086
 QR0086.The dynamic height is computed by dividing the NAVD 88
 QR0086.geopotential number by the normal gravity value computed on the
 QR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0086.degrees latitude (g = 980.6199 gals.).
 QR0086
 QR0086.The modeled gravity was interpolated from observed gravity values.
 QR0086
 QR0086;                    North         East    Units  Estimated Accuracy
 QR0086;SPC SD N     -   171,264.3     717,885.4     MT  (+/- 3 meters HH1 GPS) 
 QR0086
 QR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3953623586(NAD 83)
 QR0086
 QR0086                          SUPERSEDED SURVEY CONTROL
 QR0086
 QR0086  NGVD 29 (??/??/92)  395.904  (m)         1298.90   (f) ADJ UNCH    2 0
 QR0086
 QR0086.Superseded values are not recommended for survey control.
 QR0086
 QR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0086.See file dsdata.pdf to determine how the superseded data were derived.
 QR0086
 QR0086_MARKER: DB = BENCH MARK DISK
 QR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0086_STAMPING: H 60 1934
 QR0086_MARK LOGO: CGS
 QR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0086+STABILITY: SURFACE MOTION
 QR0086
 QR0086  HISTORY     - Date     Condition        Report By
 QR0086  HISTORY     - 1934     MONUMENTED       CGS
 QR0086
 QR0086                          STATION DESCRIPTION
 QR0086
 QR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0086'2.7 MI N FROM WARNER.
 QR0086'2.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0086'PACIFIC RAILWAY FROM THE STATION AT WARNER, BROWN COUNTY,
 QR0086'ABOUT 13 POLES NORTH OF MILEPOST 121, 35 FEET NORTH OF A
 QR0086'CROSSING, 40 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 QR0086'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0086'H 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0019 ***********************************************************************
 QR0019  DESIGNATION -  H 61
 QR0019  PID         -  QR0019
 QR0019  STATE/COUNTY-  SD/BROWN
 QR0019  COUNTRY     -  US
 QR0019  USGS QUAD   -  HOUGHTON (2017)
 QR0019
 QR0019                         *CURRENT SURVEY CONTROL
 QR0019  ______________________________________________________________________
 QR0019* NAD 83(1986) POSITION- 45 51 42.     (N) 098 09 55.     (W)   SCALED
 QR0019* NAVD 88 ORTHO HEIGHT -   396.388 (meters)     1300.48  (feet) ADJUSTED
 QR0019  ______________________________________________________________________
 QR0019  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 QR0019  DYNAMIC HEIGHT  -        396.372 (meters)     1300.43  (feet) COMP
 QR0019  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 QR0019
 QR0019  VERT ORDER      -  FIRST     CLASS II
 QR0019
 QR0019.The horizontal coordinates were scaled from a map and have
 QR0019.an estimated accuracy of +/- 6 seconds.
 QR0019
 QR0019.The orthometric height was determined by differential leveling and
 QR0019.adjusted by the NATIONAL GEODETIC SURVEY
 QR0019.in June 1991.
 QR0019
 QR0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0019.GEOID18 height accuracy estimate available here.
 QR0019
 QR0019.Click photographs - Photos may exist for this station.
 QR0019
 QR0019.The dynamic height is computed by dividing the NAVD 88
 QR0019.geopotential number by the normal gravity value computed on the
 QR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0019.degrees latitude (g = 980.6199 gals.).
 QR0019
 QR0019.The modeled gravity was interpolated from observed gravity values.
 QR0019
 QR0019;                    North         East    Units  Estimated Accuracy
 QR0019;SPC SD N     -   227,020.      742,470.      MT  (+/- 180 meters Scaled)
 QR0019
 QR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR647790(NAD 83)
 QR0019
 QR0019                          SUPERSEDED SURVEY CONTROL
 QR0019
 QR0019  NGVD 29 (??/??/92)  396.074  (m)         1299.45   (f) ADJ UNCH    1 2
 QR0019
 QR0019.Superseded values are not recommended for survey control.
 QR0019
 QR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0019.See file dsdata.pdf to determine how the superseded data were derived.
 QR0019
 QR0019_MARKER: DB = BENCH MARK DISK
 QR0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0019_STAMPING: H 61 1934
 QR0019_MARK LOGO: CGS
 QR0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0019+STABILITY: SURFACE MOTION
 QR0019
 QR0019  HISTORY     - Date     Condition        Report By
 QR0019  HISTORY     - 1934     MONUMENTED       CGS
 QR0019  HISTORY     - 1953     MARK NOT FOUND   CGS
 QR0019
 QR0019                          STATION DESCRIPTION
 QR0019
 QR0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QR0019'1.5 MI SW FROM HECLA.
 QR0019'1.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0019'FROM THE STATION AT HECLA, BROWN COUNTY, ABOUT 15 POLES SOUTH OF
 QR0019'MILEPOST 116, ABOUT 75 FEET NORTHWEST OF THE CENTER OF A ROAD
 QR0019'CROSSING, 48 FEET WEST OF THE CENTER LINE OF THE TRACK, 4 FEET
 QR0019'SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT LEVEL WITH THE
 QR0019'TRACK.  A STANDARD DISK, STAMPED H 61 1934 AND SET IN THE TOP OF
 QR0019'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0320 ***********************************************************************
 QQ0320  DESIGNATION -  H 62 RESET
 QQ0320  PID         -  QQ0320
 QQ0320  STATE/COUNTY-  SD/MARSHALL
 QQ0320  COUNTRY     -  US
 QQ0320  USGS QUAD   -  TWOMILE LAKE (2017)
 QQ0320
 QQ0320                         *CURRENT SURVEY CONTROL
 QQ0320  ______________________________________________________________________
 QQ0320* NAD 83(1986) POSITION- 45 44 49.     (N) 097 30 12.     (W)   SCALED
 QQ0320* NAVD 88 ORTHO HEIGHT -   559.99  (meters)     1837.2   (feet) RESET
 QQ0320  ______________________________________________________________________
 QQ0320  GEOID HEIGHT    -        -25.165 (meters)                     GEOID18
 QQ0320  VERT ORDER      -  THIRD
 QQ0320
 QQ0320.The horizontal coordinates were scaled from a map and have
 QQ0320.an estimated accuracy of +/- 6 seconds.
 QQ0320
 QQ0320.The orthometric height was computed from unverified reset data.
 QQ0320
 QQ0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0320.GEOID18 height accuracy estimate available here.
 QQ0320
 QQ0320.Click photographs - Photos may exist for this station.
 QQ0320
 QQ0320;                    North         East    Units  Estimated Accuracy
 QQ0320;SPC SD N     -   215,650.      794,250.      MT  (+/- 180 meters Scaled)
 QQ0320
 QQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR164670(NAD 83)
 QQ0320
 QQ0320                          SUPERSEDED SURVEY CONTROL
 QQ0320
 QQ0320.No superseded survey control is available for this station.
 QQ0320
 QQ0320_MARKER: DB = BENCH MARK DISK
 QQ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0320_STAMPING: H 62 RESET 1950
 QQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0320+STABILITY: SURFACE MOTION
 QQ0320
 QQ0320  HISTORY     - Date     Condition        Report By
 QQ0320  HISTORY     - 1950     MONUMENTED       SDHD
 QQ0320  HISTORY     - 1951     GOOD             CGS
 QQ0320  HISTORY     - 1951     GOOD             CGS
 QQ0320
 QQ0320                          STATION DESCRIPTION
 QQ0320
 QQ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QQ0320'5.4 MI W FROM LAKE CITY.
 QQ0320'5.4 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QQ0320'LAKE CITY, MARSHALL COUNTY, 300 FEET EAST OF A CROSS ROAD, AT
 QQ0320'THE BASE OF A HILL, 49 FEET NORTH OF THE CENTER LINE OF THE
 QQ0320'HIGHWAY, AND 3 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.
 QQ0320'A STANDARD DISK, STAMPED H 62 RESET 1950 AND SET IN THE TOP
 QQ0320'OF A CONCRETE POST.
 QQ0320
 QQ0320                          STATION RECOVERY (1951)
 QQ0320
 QQ0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 QQ0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0234 ***********************************************************************
 QQ0234  DESIGNATION -  H 63
 QQ0234  PID         -  QQ0234
 QQ0234  STATE/COUNTY-  SD/ROBERTS
 QQ0234  COUNTRY     -  US
 QQ0234  USGS QUAD   -  ENEMY SWIM LAKE EAST (2017)
 QQ0234
 QQ0234                         *CURRENT SURVEY CONTROL
 QQ0234  ______________________________________________________________________
 QQ0234* NAD 83(1986) POSITION- 45 24 55.     (N) 097 09 16.     (W)   SCALED
 QQ0234* NAVD 88 ORTHO HEIGHT -   600.774 (meters)     1971.04  (feet) ADJUSTED
 QQ0234  ______________________________________________________________________
 QQ0234  GEOID HEIGHT    -        -25.271 (meters)                     GEOID18
 QQ0234  DYNAMIC HEIGHT  -        600.709 (meters)     1970.83  (feet) COMP
 QQ0234  MODELED GRAVITY -    980,489.4   (mgal)                       NAVD 88
 QQ0234
 QQ0234  VERT ORDER      -  SECOND    CLASS 0
 QQ0234
 QQ0234.The horizontal coordinates were scaled from a map and have
 QQ0234.an estimated accuracy of +/- 6 seconds.
 QQ0234
 QQ0234.The orthometric height was determined by differential leveling and
 QQ0234.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0234.in June 1991.
 QQ0234
 QQ0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0234.GEOID18 height accuracy estimate available here.
 QQ0234
 QQ0234.Click photographs - Photos may exist for this station.
 QQ0234
 QQ0234.The dynamic height is computed by dividing the NAVD 88
 QQ0234.geopotential number by the normal gravity value computed on the
 QQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0234.degrees latitude (g = 980.6199 gals.).
 QQ0234
 QQ0234.The modeled gravity was interpolated from observed gravity values.
 QQ0234
 QQ0234;                    North         East    Units  Estimated Accuracy
 QQ0234;SPC SD N     -   179,710.      822,680.      MT  (+/- 180 meters Scaled)
 QQ0234
 QQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR444307(NAD 83)
 QQ0234
 QQ0234                          SUPERSEDED SURVEY CONTROL
 QQ0234
 QQ0234  NGVD 29 (??/??/92)  600.496  (m)         1970.13   (f) ADJ UNCH    2 0
 QQ0234
 QQ0234.Superseded values are not recommended for survey control.
 QQ0234
 QQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0234.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0234
 QQ0234_MARKER: DB = BENCH MARK DISK
 QQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0234_STAMPING: H 63 1934
 QQ0234_MARK LOGO: CGS
 QQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0234+STABILITY: SURFACE MOTION
 QQ0234
 QQ0234  HISTORY     - Date     Condition        Report By
 QQ0234  HISTORY     - 1934     MONUMENTED       CGS
 QQ0234  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0234
 QQ0234                          STATION DESCRIPTION
 QQ0234
 QQ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0234'2.4 MI E FROM ORTLEY.
 QQ0234'ABOUT 2.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 QQ0234'PACIFIC RAILROAD AND 6.5 MILES NORTH ALONG U.S. HIGHWAY 81 FROM
 QQ0234'ORTLEY, ROBERTS COUNTY, ABOUT 500 FEET NORTH OF A CONCRETE-TILE
 QQ0234'CULVERT, ON A SLOPE TO THE SOUTH, 33 FEET EAST OF THE CENTER
 QQ0234'LINE OF THE HIGHWAY, IN A FENCE CORNER, AND 2 FEET NORTH AND EAST
 QQ0234'OF THE FENCES.  A STANDARD DISK, STAMPED H 63 1934 AND SET IN
 QQ0234'THE TOP OF A CONCRETE POST.
 QQ0234'NOTE--THE ROAD HAS BEEN WIDENED.
 QQ0234
 QQ0234                          STATION RECOVERY (1970)
 QQ0234
 QQ0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0450 ***********************************************************************
 QS0450  DESIGNATION -  H 65
 QS0450  PID         -  QS0450
 QS0450  STATE/COUNTY-  SD/CORSON
 QS0450  COUNTRY     -  US
 QS0450  USGS QUAD   -  WALKER (2017)
 QS0450
 QS0450                         *CURRENT SURVEY CONTROL
 QS0450  ______________________________________________________________________
 QS0450* NAD 83(1986) POSITION- 45 54 26.     (N) 101 04 54.     (W)   SCALED
 QS0450* NAVD 88 ORTHO HEIGHT -   656.266 (meters)     2153.10  (feet) ADJUSTED
 QS0450  ______________________________________________________________________
 QS0450  GEOID HEIGHT    -        -20.897 (meters)                     GEOID18
 QS0450  DYNAMIC HEIGHT  -        656.200 (meters)     2152.88  (feet) COMP
 QS0450  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 QS0450
 QS0450  VERT ORDER      -  SECOND    CLASS 0
 QS0450
 QS0450.The horizontal coordinates were scaled from a map and have
 QS0450.an estimated accuracy of +/- 6 seconds.
 QS0450
 QS0450.The orthometric height was determined by differential leveling and
 QS0450.adjusted by the NATIONAL GEODETIC SURVEY
 QS0450.in June 1991.
 QS0450
 QS0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0450.GEOID18 height accuracy estimate available here.
 QS0450
 QS0450.Click photographs - Photos may exist for this station.
 QS0450
 QS0450.The dynamic height is computed by dividing the NAVD 88
 QS0450.geopotential number by the normal gravity value computed on the
 QS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0450.degrees latitude (g = 980.6199 gals.).
 QS0450
 QS0450.The modeled gravity was interpolated from observed gravity values.
 QS0450
 QS0450;                    North         East    Units  Estimated Accuracy
 QS0450;SPC SD N     -   231,030.      516,070.      MT  (+/- 180 meters Scaled)
 QS0450
 QS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR385858(NAD 83)
 QS0450
 QS0450                          SUPERSEDED SURVEY CONTROL
 QS0450
 QS0450  NGVD 29 (??/??/92)  655.795  (m)         2151.55   (f) ADJ UNCH    2 0
 QS0450
 QS0450.Superseded values are not recommended for survey control.
 QS0450
 QS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0450.See file dsdata.pdf to determine how the superseded data were derived.
 QS0450
 QS0450_MARKER: DB = BENCH MARK DISK
 QS0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0450_SP_SET: CULVERT HEADWALL
 QS0450_STAMPING: H 65 1934
 QS0450_MARK LOGO: CGS
 QS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0450+STABILITY: SURFACE MOTION
 QS0450
 QS0450  HISTORY     - Date     Condition        Report By
 QS0450  HISTORY     - 1934     MONUMENTED       CGS
 QS0450  HISTORY     - 1950     MARK NOT FOUND   CGS
 QS0450
 QS0450                          STATION DESCRIPTION
 QS0450
 QS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QS0450'0.6 MI E FROM WALKER.
 QS0450'0.6 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0450'RAILROAD FROM THE STATION AT WALKER, CORSON COUNTY, 70 FEET
 QS0450'WEST OF MILEPOST 850, OPPOSITE RAILROAD CULVERT 70, AT A HIGHWAY
 QS0450'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEAD WALL.
 QS0450'A STANDARD DISK, STAMPED H 65 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0140 ***********************************************************************
 QS0140  DESIGNATION -  H 66
 QS0140  PID         -  QS0140
 QS0140  STATE/COUNTY-  SD/CORSON
 QS0140  COUNTRY     -  US
 QS0140  USGS QUAD   -  MOBRIDGE (2017)
 QS0140
 QS0140                         *CURRENT SURVEY CONTROL
 QS0140  ______________________________________________________________________
 QS0140* NAD 83(1986) POSITION- 45 36 52.     (N) 100 29 35.     (W)   SCALED
 QS0140* NAVD 88 ORTHO HEIGHT -   484.715 (meters)     1590.27  (feet) ADJUSTED
 QS0140  ______________________________________________________________________
 QS0140  GEOID HEIGHT    -        -21.701 (meters)                     GEOID18
 QS0140  DYNAMIC HEIGHT  -        484.677 (meters)     1590.14  (feet) COMP
 QS0140  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QS0140
 QS0140  VERT ORDER      -  FIRST     CLASS II
 QS0140
 QS0140.The horizontal coordinates were scaled from a map and have
 QS0140.an estimated accuracy of +/- 6 seconds.
 QS0140
 QS0140.The orthometric height was determined by differential leveling and
 QS0140.adjusted by the NATIONAL GEODETIC SURVEY
 QS0140.in June 1991.
 QS0140
 QS0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0140.GEOID18 height accuracy estimate available here.
 QS0140
 QS0140.Click photographs - Photos may exist for this station.
 QS0140
 QS0140.The dynamic height is computed by dividing the NAVD 88
 QS0140.geopotential number by the normal gravity value computed on the
 QS0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0140.degrees latitude (g = 980.6199 gals.).
 QS0140
 QS0140.The modeled gravity was interpolated from observed gravity values.
 QS0140
 QS0140;                    North         East    Units  Estimated Accuracy
 QS0140;SPC SD N     -   198,050.      561,540.      MT  (+/- 180 meters Scaled)
 QS0140
 QS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR835522(NAD 83)
 QS0140
 QS0140                          SUPERSEDED SURVEY CONTROL
 QS0140
 QS0140  NGVD 29 (??/??/92)  484.341  (m)         1589.04   (f) ADJ UNCH    1 2
 QS0140
 QS0140.Superseded values are not recommended for survey control.
 QS0140
 QS0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0140.See file dsdata.pdf to determine how the superseded data were derived.
 QS0140
 QS0140_MARKER: DB = BENCH MARK DISK
 QS0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0140_STAMPING: H 66 1934
 QS0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0140+STABILITY: SURFACE MOTION
 QS0140
 QS0140  HISTORY     - Date     Condition        Report By
 QS0140  HISTORY     - 1934     MONUMENTED       CGS
 QS0140  HISTORY     - 1949     GOOD             CGS
 QS0140  HISTORY     - 1966     MARK NOT FOUND   USGS
 QS0140
 QS0140                          STATION DESCRIPTION
 QS0140
 QS0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0140'3.7 MI SE FROM WAKPALA.
 QS0140'3.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0140'PACIFIC RAILROAD FROM THE STATION AT WAKPALA, ABOUT 4.4 MILES
 QS0140'NORTHWEST OF MOREAU JUNCTION, 10 POLES WEST OF MILEPOST 813,
 QS0140'256 YARDS (PACED) WEST OF TRESTLE AA-14, 84 FEET NORTHEAST OF
 QS0140'THE NORTHEAST RAIL OF THE TRACK, 1.0 FOOT WEST OF A RIGHT-OF-WAY
 QS0140'FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF
 QS0140'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 QS0140
 QS0140                          STATION RECOVERY (1966)
 QS0140
 QS0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QS0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0076 ***********************************************************************
 QS0076  DESIGNATION -  H 67
 QS0076  PID         -  QS0076
 QS0076  STATE/COUNTY-  SD/CAMPBELL
 QS0076  COUNTRY     -  US
 QS0076  USGS QUAD   -  MOUND CITY (2017)
 QS0076
 QS0076                         *CURRENT SURVEY CONTROL
 QS0076  ______________________________________________________________________
 QS0076* NAD 83(1986) POSITION- 45 37 50.     (N) 100 02 53.     (W)   SCALED
 QS0076* NAVD 88 ORTHO HEIGHT -   524.335 (meters)     1720.26  (feet) ADJUSTED
 QS0076  ______________________________________________________________________
 QS0076  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 QS0076  DYNAMIC HEIGHT  -        524.289 (meters)     1720.10  (feet) COMP
 QS0076  MODELED GRAVITY -    980,512.5   (mgal)                       NAVD 88
 QS0076
 QS0076  VERT ORDER      -  SECOND    CLASS 0
 QS0076
 QS0076.The horizontal coordinates were scaled from a map and have
 QS0076.an estimated accuracy of +/- 6 seconds.
 QS0076
 QS0076.The orthometric height was determined by differential leveling and
 QS0076.adjusted by the NATIONAL GEODETIC SURVEY
 QS0076.in June 1991.
 QS0076
 QS0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0076.GEOID18 height accuracy estimate available here.
 QS0076
 QS0076.Click photographs - Photos may exist for this station.
 QS0076
 QS0076.The dynamic height is computed by dividing the NAVD 88
 QS0076.geopotential number by the normal gravity value computed on the
 QS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0076.degrees latitude (g = 980.6199 gals.).
 QS0076
 QS0076.The modeled gravity was interpolated from observed gravity values.
 QS0076
 QS0076;                    North         East    Units  Estimated Accuracy
 QS0076;SPC SD N     -   199,720.      596,250.      MT  (+/- 180 meters Scaled)
 QS0076
 QS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR183535(NAD 83)
 QS0076
 QS0076                          SUPERSEDED SURVEY CONTROL
 QS0076
 QS0076  NGVD 29 (??/??/92)  523.960  (m)         1719.03   (f) ADJ UNCH    2 0
 QS0076
 QS0076.Superseded values are not recommended for survey control.
 QS0076
 QS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0076.See file dsdata.pdf to determine how the superseded data were derived.
 QS0076
 QS0076_MARKER: DB = BENCH MARK DISK
 QS0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0076_SP_SET: CULVERT HEADWALL
 QS0076_STAMPING: H 67 1934
 QS0076_MARK LOGO: CGS
 QS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0076+STABILITY: SURFACE MOTION
 QS0076
 QS0076  HISTORY     - Date     Condition        Report By
 QS0076  HISTORY     - 1934     MONUMENTED       CGS
 QS0076  HISTORY     - 1953     GOOD             CGS
 QS0076
 QS0076                          STATION DESCRIPTION
 QS0076
 QS0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0076'7.5 MI S FROM MOUND CITY.
 QS0076'ABOUT 7.5 MILES SOUTH ALONG OLD U.S. HIGHWAY 83 FROM THE
 QS0076'COURTHOUSE AT MOUND CITY, CAMPBELL COUNTY, AT A 4- BY 6-FOOT
 QS0076'CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE WEST HIGH
 QS0076'HEAD WALL, 12.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 QS0076'5.7 FEET SOUTH OF A WHITE POST, AND ABOUT 3.3 FEET HIGHER THAN
 QS0076'THE HIGHWAY.  A STANDARD DISK, STAMPED H 67 1934.
 QS0076
 QS0076                          STATION RECOVERY (1953)
 QS0076
 QS0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0314 ***********************************************************************
 QR0314  DESIGNATION -  H 68
 QR0314  PID         -  QR0314
 QR0314  STATE/COUNTY-  SD/POTTER
 QR0314  COUNTRY     -  US
 QR0314  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0314
 QR0314                         *CURRENT SURVEY CONTROL
 QR0314  ______________________________________________________________________
 QR0314* NAD 83(1986) POSITION- 45 09 30.     (N) 099 56 21.     (W)   SCALED
 QR0314* NAVD 88 ORTHO HEIGHT -   584.097 (meters)     1916.32  (feet) ADJUSTED
 QR0314  ______________________________________________________________________
 QR0314  GEOID HEIGHT    -        -22.399 (meters)                     GEOID18
 QR0314  DYNAMIC HEIGHT  -        584.014 (meters)     1916.05  (feet) COMP
 QR0314  MODELED GRAVITY -    980,456.5   (mgal)                       NAVD 88
 QR0314
 QR0314  VERT ORDER      -  SECOND    CLASS 0
 QR0314
 QR0314.The horizontal coordinates were scaled from a map and have
 QR0314.an estimated accuracy of +/- 6 seconds.
 QR0314
 QR0314.The orthometric height was determined by differential leveling and
 QR0314.adjusted by the NATIONAL GEODETIC SURVEY
 QR0314.in June 1991.
 QR0314
 QR0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0314.GEOID18 height accuracy estimate available here.
 QR0314
 QR0314.Click photographs - Photos may exist for this station.
 QR0314
 QR0314.The dynamic height is computed by dividing the NAVD 88
 QR0314.geopotential number by the normal gravity value computed on the
 QR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0314.degrees latitude (g = 980.6199 gals.).
 QR0314
 QR0314.The modeled gravity was interpolated from observed gravity values.
 QR0314
 QR0314;                    North         East    Units  Estimated Accuracy
 QR0314;SPC SD N     -   147,240.      604,780.      MT  (+/- 180 meters Scaled)
 QR0314
 QR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR261009(NAD 83)
 QR0314
 QR0314                          SUPERSEDED SURVEY CONTROL
 QR0314
 QR0314  NGVD 29 (??/??/92)  583.73   (m)         1915.1    (f) COMPUTED    2 0
 QR0314
 QR0314.Superseded values are not recommended for survey control.
 QR0314
 QR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0314.See file dsdata.pdf to determine how the superseded data were derived.
 QR0314
 QR0314_MARKER: DB = BENCH MARK DISK
 QR0314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0314_SP_SET: CULVERT HEADWALL
 QR0314_STAMPING: H 68 1934
 QR0314_MARK LOGO: CGS
 QR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0314+STABILITY: SURFACE MOTION
 QR0314
 QR0314  HISTORY     - Date     Condition        Report By
 QR0314  HISTORY     - 1934     MONUMENTED       CGS
 QR0314  HISTORY     - 1941     GOOD             CGS
 QR0314
 QR0314                          STATION DESCRIPTION
 QR0314
 QR0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0314'10.4 MI N FROM GETTYSBURG.
 QR0314'10.4 MILES NORTH OF WATER TANK AT ALONG THE U.S. HIWAY 83, 21
 QR0314'FEET SOUTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE
 QR0314'30 FEET EAST OF CENTERLINE OF HIWAY AND 12 FEET NORTH OF RIGHT
 QR0314'OF WAY FENCE CORNER POST.  SET IN WEST END OF THE SOUTH HEADWALL
 QR0314'OF 18 INCH CONCRETE CULVERT, LEVEL WITH ROAD.
 QR0314
 QR0314                          STATION RECOVERY (1941)
 QR0314
 QR0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0315 ***********************************************************************
 QR0315  DESIGNATION -  H 68 RESET
 QR0315  PID         -  QR0315
 QR0315  STATE/COUNTY-  SD/POTTER
 QR0315  COUNTRY     -  US
 QR0315  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0315
 QR0315                         *CURRENT SURVEY CONTROL
 QR0315  ______________________________________________________________________
 QR0315* NAD 83(1986) POSITION- 45 09 30.     (N) 099 56 23.     (W)   SCALED
 QR0315* NAVD 88 ORTHO HEIGHT -   584.31  (meters)     1917.0   (feet) RESET
 QR0315  ______________________________________________________________________
 QR0315  GEOID HEIGHT    -        -22.399 (meters)                     GEOID18
 QR0315  VERT ORDER      -  THIRD
 QR0315
 QR0315.The horizontal coordinates were scaled from a map and have
 QR0315.an estimated accuracy of +/- 6 seconds.
 QR0315
 QR0315.The orthometric height was computed from unverified reset data.
 QR0315
 QR0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0315.GEOID18 height accuracy estimate available here.
 QR0315
 QR0315.Click photographs - Photos may exist for this station.
 QR0315
 QR0315;                    North         East    Units  Estimated Accuracy
 QR0315;SPC SD N     -   147,240.      604,740.      MT  (+/- 180 meters Scaled)
 QR0315
 QR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR261009(NAD 83)
 QR0315
 QR0315                          SUPERSEDED SURVEY CONTROL
 QR0315
 QR0315.No superseded survey control is available for this station.
 QR0315
 QR0315_MARKER: DB = BENCH MARK DISK
 QR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0315_STAMPING: H 68 RESET 1956
 QR0315_MARK LOGO: CGS
 QR0315_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0315+STABILITY: SURFACE MOTION
 QR0315
 QR0315  HISTORY     - Date     Condition        Report By
 QR0315  HISTORY     - 1956     MONUMENTED       CGS
 QR0315
 QR0315                          STATION DESCRIPTION
 QR0315
 QR0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0315'10.4 MI N FROM GETTYSBURG.
 QR0315'10.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER
 QR0315'TOWER AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG
 QR0315'U.S. HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF
 QR0315'GETTYSBURG, THENCE 9.8 MILES NORTH ALONG STATE HIGHWAY 83,
 QR0315'IN THE NORTHWEST ANGLE OF A ROAD INTERSECTION, 110 FEET WEST
 QR0315'OF THE CENTERLINE OF THE HIGHWAY, AND 38 FEET NORTH OF THE
 QR0315'CENTERLINE OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED
 QR0315'H 68 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QR0315'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0239 ***********************************************************************
 QS0239  DESIGNATION -  H 69
 QS0239  PID         -  QS0239
 QS0239  STATE/COUNTY-  SD/DEWEY
 QS0239  COUNTRY     -  US
 QS0239  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0239
 QS0239                         *CURRENT SURVEY CONTROL
 QS0239  ______________________________________________________________________
 QS0239* NAD 83(1986) POSITION- 45 04 08.     (N) 100 22 33.     (W)   SCALED
 QS0239* NAVD 88 ORTHO HEIGHT -   565.396 (meters)     1854.97  (feet) ADJUSTED
 QS0239  ______________________________________________________________________
 QS0239  GEOID HEIGHT    -        -22.379 (meters)                     GEOID18
 QS0239  DYNAMIC HEIGHT  -        565.312 (meters)     1854.69  (feet) COMP
 QS0239  MODELED GRAVITY -    980,451.3   (mgal)                       NAVD 88
 QS0239
 QS0239  VERT ORDER      -  SECOND    CLASS 0
 QS0239
 QS0239.The horizontal coordinates were scaled from a map and have
 QS0239.an estimated accuracy of +/- 6 seconds.
 QS0239
 QS0239.The orthometric height was determined by differential leveling and
 QS0239.adjusted by the NATIONAL GEODETIC SURVEY
 QS0239.in June 1991.
 QS0239
 QS0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0239.GEOID18 height accuracy estimate available here.
 QS0239
 QS0239.Click photographs - Photos may exist for this station.
 QS0239
 QS0239.The dynamic height is computed by dividing the NAVD 88
 QS0239.geopotential number by the normal gravity value computed on the
 QS0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0239.degrees latitude (g = 980.6199 gals.).
 QS0239
 QS0239.The modeled gravity was interpolated from observed gravity values.
 QS0239
 QS0239;                    North         East    Units  Estimated Accuracy
 QS0239;SPC SD N     -   137,370.      570,400.      MT  (+/- 180 meters Scaled)
 QS0239
 QS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ916915(NAD 83)
 QS0239
 QS0239                          SUPERSEDED SURVEY CONTROL
 QS0239
 QS0239  NGVD 29 (??/??/92)  565.01   (m)         1853.7    (f) COMPUTED    2 0
 QS0239
 QS0239.Superseded values are not recommended for survey control.
 QS0239
 QS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0239.See file dsdata.pdf to determine how the superseded data were derived.
 QS0239
 QS0239_MARKER: DB = BENCH MARK DISK
 QS0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0239_STAMPING: H 69 1934
 QS0239_MARK LOGO: CGS
 QS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0239+STABILITY: SURFACE MOTION
 QS0239
 QS0239  HISTORY     - Date     Condition        Report By
 QS0239  HISTORY     - 1934     MONUMENTED       CGS
 QS0239  HISTORY     - 1945     GOOD             CGS
 QS0239
 QS0239                          STATION DESCRIPTION
 QS0239
 QS0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0239'5.4 MI NW FROM FOREST CITY.
 QS0239'5.4 MILES NORTHWEST OF INDIAN AGENCY BUILDING AT FOREST CITY.
 QS0239'ALONG U.S. HIGHWAY 212, NEAR TOP OF LONG GRADE, 42 FEET SOUTH
 QS0239'OF THE CENTER LINE OF HIGHWAY, 6 FEET NORTH OF RIGHT-OF-WAY FENCE,
 QS0239'IN LINE WITH TELEPHONE POLE LINE, 1 FOOT BELOW ROAD LEVEL.
 QS0239
 QS0239                          STATION RECOVERY (1945)
 QS0239
 QS0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0240 ***********************************************************************
 QS0240  DESIGNATION -  H 69 RESET
 QS0240  PID         -  QS0240
 QS0240  STATE/COUNTY-  SD/DEWEY
 QS0240  COUNTRY     -  US
 QS0240  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0240
 QS0240                         *CURRENT SURVEY CONTROL
 QS0240  ______________________________________________________________________
 QS0240* NAD 83(1986) POSITION- 45 04 08.     (N) 100 22 33.     (W)   SCALED
 QS0240* NAVD 88 ORTHO HEIGHT -   565.859 (meters)     1856.49  (feet) ADJUSTED
 QS0240  ______________________________________________________________________
 QS0240  GEOID HEIGHT    -        -22.379 (meters)                     GEOID18
 QS0240  DYNAMIC HEIGHT  -        565.775 (meters)     1856.21  (feet) COMP
 QS0240  MODELED GRAVITY -    980,451.3   (mgal)                       NAVD 88
 QS0240
 QS0240  VERT ORDER      -  FIRST     CLASS II
 QS0240
 QS0240.The horizontal coordinates were scaled from a map and have
 QS0240.an estimated accuracy of +/- 6 seconds.
 QS0240
 QS0240.The orthometric height was determined by differential leveling and
 QS0240.adjusted by the NATIONAL GEODETIC SURVEY
 QS0240.in July 1998.
 QS0240
 QS0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0240.GEOID18 height accuracy estimate available here.
 QS0240
 QS0240.Click photographs - Photos may exist for this station.
 QS0240
 QS0240.The dynamic height is computed by dividing the NAVD 88
 QS0240.geopotential number by the normal gravity value computed on the
 QS0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0240.degrees latitude (g = 980.6199 gals.).
 QS0240
 QS0240.The modeled gravity was interpolated from observed gravity values.
 QS0240
 QS0240;                    North         East    Units  Estimated Accuracy
 QS0240;SPC SD N     -   137,370.      570,400.      MT  (+/- 180 meters Scaled)
 QS0240
 QS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ916915(NAD 83)
 QS0240
 QS0240                          SUPERSEDED SURVEY CONTROL
 QS0240
 QS0240.No superseded survey control is available for this station.
 QS0240
 QS0240_MARKER: DB = BENCH MARK DISK
 QS0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0240_STAMPING: H 69 RESET 1947
 QS0240_MARK LOGO: CGS
 QS0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0240+STABILITY: SURFACE MOTION
 QS0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0240+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0240
 QS0240  HISTORY     - Date     Condition        Report By
 QS0240  HISTORY     - 1947     MONUMENTED       SDHD
 QS0240  HISTORY     - 1948     GOOD             CGS
 QS0240  HISTORY     - 19960425 GOOD             NGS
 QS0240  HISTORY     - 20120626 GOOD             INDIV
 QS0240
 QS0240                          STATION DESCRIPTION
 QS0240
 QS0240'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QS0240'5.4 MI NW FROM CHEYENNE AGENCY.
 QS0240'5.4 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 212 FROM THE CHEYENNE
 QS0240'RIVER INDIAN AGENCY AT CHEYENNE AGENCY, DEWEY COUNTY, 0.4 MILE
 QS0240'WEST OF THE JUNCTION OF THE NEW HIGHWAY AND 86 FEET SOUTH OF
 QS0240'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 69
 QS0240'RESET 1947 AND SET IN THE TOP OF A CONCRETE POST.
 QS0240
 QS0240                          STATION RECOVERY (1948)
 QS0240
 QS0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0240'RECOVERED IN GOOD CONDITION.
 QS0240
 QS0240                          STATION RECOVERY (1996)
 QS0240
 QS0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0240'38.5 KM (23.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0240'OFFICE IN RIDGEVIEW, 532.0 M (1745.4 FT) EAST OF MILEPOST 202, 29.7 M
 QS0240'(97.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) SOUTH OF A
 QS0240'FENCE, 4.4 M (14.4 FT) NORTHEAST OF A UTILITY POLE, 1.0 M (3.3 FT)
 QS0240'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 QS0240'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QS0240'SURFACE.
 QS0240
 QS0240                          STATION RECOVERY (2012)
 QS0240
 QS0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0355 ***********************************************************************
 OR0355  DESIGNATION -  H 7
 OR0355  PID         -  OR0355
 OR0355  STATE/COUNTY-  SD/AURORA
 OR0355  COUNTRY     -  US
 OR0355  USGS QUAD   -  WHITE LAKE (2017)
 OR0355
 OR0355                         *CURRENT SURVEY CONTROL
 OR0355  ______________________________________________________________________
 OR0355* NAD 83(1986) POSITION- 43 43 49.     (N) 098 42 51.     (W)   SCALED
 OR0355* NAVD 88 ORTHO HEIGHT -   502.484 (meters)     1648.57  (feet) ADJUSTED
 OR0355  ______________________________________________________________________
 OR0355  GEOID HEIGHT    -        -25.780 (meters)                     GEOID18
 OR0355  DYNAMIC HEIGHT  -        502.356 (meters)     1648.15  (feet) COMP
 OR0355  MODELED GRAVITY -    980,350.1   (mgal)                       NAVD 88
 OR0355
 OR0355  VERT ORDER      -  FIRST     CLASS II
 OR0355
 OR0355.The horizontal coordinates were scaled from a map and have
 OR0355.an estimated accuracy of +/- 6 seconds.
 OR0355
 OR0355.The orthometric height was determined by differential leveling and
 OR0355.adjusted by the NATIONAL GEODETIC SURVEY
 OR0355.in June 1991.
 OR0355
 OR0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0355.GEOID18 height accuracy estimate available here.
 OR0355
 OR0355.Click photographs - Photos may exist for this station.
 OR0355
 OR0355.The dynamic height is computed by dividing the NAVD 88
 OR0355.geopotential number by the normal gravity value computed on the
 OR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0355.degrees latitude (g = 980.6199 gals.).
 OR0355
 OR0355.The modeled gravity was interpolated from observed gravity values.
 OR0355
 OR0355;                    North         East    Units  Estimated Accuracy
 OR0355;SPC SD S     -   156,460.      730,430.      MT  (+/- 180 meters Scaled)
 OR0355
 OR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP230419(NAD 83)
 OR0355
 OR0355                          SUPERSEDED SURVEY CONTROL
 OR0355
 OR0355  NGVD 29 (??/??/92)  502.143  (m)         1647.45   (f) ADJ UNCH    1 2
 OR0355
 OR0355.Superseded values are not recommended for survey control.
 OR0355
 OR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0355.See file dsdata.pdf to determine how the superseded data were derived.
 OR0355
 OR0355_MARKER: DB = BENCH MARK DISK
 OR0355_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OR0355_SP_SET: FOOTING
 OR0355_STAMPING: H 7 1925
 OR0355_MARK LOGO: CGS
 OR0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0355+STABILITY: SURFACE MOTION
 OR0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0355+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2012
 OR0355
 OR0355  HISTORY     - Date     Condition        Report By
 OR0355  HISTORY     - 1925     MONUMENTED       CGS
 OR0355  HISTORY     - 1935     GOOD             CGS
 OR0355  HISTORY     - 19910621 GOOD             NGS
 OR0355  HISTORY     - 20120126 GOOD             INDIV
 OR0355
 OR0355                          STATION DESCRIPTION
 OR0355
 OR0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0355'AT WHITE LAKE.
 OR0355'AT WHITE LAKE, AURORA COUNTY, AT THE SOUTHWEST CORNER OF THE
 OR0355'INTERSECTION OF U.S. HIGHWAY 16 AND THE MAIN STREET, AT THE
 OR0355'HIGH WATER TANK, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 OR0355'CENTER PEDESTAL.  A STANDARD DISK, STAMPED H 7 1925.
 OR0355
 OR0355                          STATION RECOVERY (1935)
 OR0355
 OR0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0355'RECOVERED IN GOOD CONDITION.
 OR0355
 OR0355                          STATION RECOVERY (1991)
 OR0355
 OR0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0355'0.3 KM (0.2 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OR0355'WHITE LAKE, 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE
 OR0355'CONCRETE FOOTING FOR THE CENTER LEG FOR THE WHITE LAKE WATER TOWER,
 OR0355'22.3 M (73.2 FT) WEST OF AND LEVEL WITH THE CENTER OF MAIN STREET,
 OR0355'AND 20.7 M (67.9 FT) SOUTH OF THE CENTER OF A STREET.
 OR0355
 OR0355                          STATION RECOVERY (2012)
 OR0355
 OR0355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0677 ***********************************************************************
 PU0677  DESIGNATION -  H 7 B 2
 PU0677  PID         -  PU0677
 PU0677  STATE/COUNTY-  SD/MEADE
 PU0677  COUNTRY     -  US
 PU0677  USGS QUAD   -  HEREFORD NE (2017)
 PU0677
 PU0677                         *CURRENT SURVEY CONTROL
 PU0677  ______________________________________________________________________
 PU0677* NAD 83(1986) POSITION- 44 24 18.     (N) 102 45 53.     (W)   SCALED
 PU0677* NAVD 88 ORTHO HEIGHT -   791.801 (meters)     2597.77  (feet) ADJUSTED
 PU0677  ______________________________________________________________________
 PU0677  GEOID HEIGHT    -        -17.971 (meters)                     GEOID18
 PU0677  DYNAMIC HEIGHT  -        791.590 (meters)     2597.07  (feet) COMP
 PU0677  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 PU0677
 PU0677  VERT ORDER      -  SECOND    CLASS 0
 PU0677
 PU0677.The horizontal coordinates were scaled from a map and have
 PU0677.an estimated accuracy of +/- 6 seconds.
 PU0677
 PU0677.The orthometric height was determined by differential leveling and
 PU0677.adjusted by the NATIONAL GEODETIC SURVEY
 PU0677.in June 1991.
 PU0677
 PU0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0677.GEOID18 height accuracy estimate available here.
 PU0677
 PU0677.Click photographs - Photos may exist for this station.
 PU0677
 PU0677.The dynamic height is computed by dividing the NAVD 88
 PU0677.geopotential number by the normal gravity value computed on the
 PU0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0677.degrees latitude (g = 980.6199 gals.).
 PU0677
 PU0677.The modeled gravity was interpolated from observed gravity values.
 PU0677
 PU0677;                    North         East    Units  Estimated Accuracy
 PU0677;SPC SD N     -    67,290.      379,810.      MT  (+/- 180 meters Scaled)
 PU0677
 PU0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK779192(NAD 83)
 PU0677
 PU0677                          SUPERSEDED SURVEY CONTROL
 PU0677
 PU0677  NGVD 29 (??/??/92)  791.34   (m)         2596.3    (f) COMPUTED    2 0
 PU0677
 PU0677.Superseded values are not recommended for survey control.
 PU0677
 PU0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0677.See file dsdata.pdf to determine how the superseded data were derived.
 PU0677
 PU0677_MARKER: Z = SEE DESCRIPTION
 PU0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0677_STAMPING: H 7 B 2
 PU0677_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0677
 PU0677  HISTORY     - Date     Condition        Report By
 PU0677  HISTORY     - UNK      MONUMENTED       USAF
 PU0677  HISTORY     - 1962     GOOD             CGS
 PU0677
 PU0677                          STATION DESCRIPTION
 PU0677
 PU0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0677'8 MI E FROM HEREFORD.
 PU0677'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0677'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 4.55 MILES
 PU0677'EAST ALONG A GRAVEL ROAD, THENCE 0.3 MILE NORTH-NORTHEAST
 PU0677'ALONG A TRACK ROAD, 78 FEET NORTHWEST OF THE CENTER LINE OF THE
 PU0677'ROAD, THE CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH
 PU0677'CONCRETE PIER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0261 ***********************************************************************
 QS0261  DESIGNATION -  H 71
 QS0261  PID         -  QS0261
 QS0261  STATE/COUNTY-  SD/DEWEY
 QS0261  COUNTRY     -  US
 QS0261  USGS QUAD   -  TRAIL CITY (2017)
 QS0261
 QS0261                         *CURRENT SURVEY CONTROL
 QS0261  ______________________________________________________________________
 QS0261* NAD 83(1986) POSITION- 45 27 02.     (N) 100 40 54.     (W)   SCALED
 QS0261* NAVD 88 ORTHO HEIGHT -   627.409 (meters)     2058.42  (feet) ADJUSTED
 QS0261  ______________________________________________________________________
 QS0261  GEOID HEIGHT    -        -21.524 (meters)                     GEOID18
 QS0261  DYNAMIC HEIGHT  -        627.338 (meters)     2058.19  (feet) COMP
 QS0261  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 QS0261
 QS0261  VERT ORDER      -  SECOND    CLASS 0
 QS0261
 QS0261.The horizontal coordinates were scaled from a map and have
 QS0261.an estimated accuracy of +/- 6 seconds.
 QS0261
 QS0261.The orthometric height was determined by differential leveling and
 QS0261.adjusted by the NATIONAL GEODETIC SURVEY
 QS0261.in June 1991.
 QS0261
 QS0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0261.GEOID18 height accuracy estimate available here.
 QS0261
 QS0261.Click photographs - Photos may exist for this station.
 QS0261
 QS0261.The dynamic height is computed by dividing the NAVD 88
 QS0261.geopotential number by the normal gravity value computed on the
 QS0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0261.degrees latitude (g = 980.6199 gals.).
 QS0261
 QS0261.The modeled gravity was interpolated from observed gravity values.
 QS0261
 QS0261;                    North         East    Units  Estimated Accuracy
 QS0261;SPC SD N     -   179,940.      546,680.      MT  (+/- 180 meters Scaled)
 QS0261
 QS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR685343(NAD 83)
 QS0261
 QS0261                          SUPERSEDED SURVEY CONTROL
 QS0261
 QS0261  NGVD 29 (??/??/92)  627.003  (m)         2057.09   (f) ADJ UNCH    2 0
 QS0261
 QS0261.Superseded values are not recommended for survey control.
 QS0261
 QS0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0261.See file dsdata.pdf to determine how the superseded data were derived.
 QS0261
 QS0261_MARKER: DB = BENCH MARK DISK
 QS0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0261_STAMPING: H 71 1934
 QS0261_MARK LOGO: CGS
 QS0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0261+STABILITY: SURFACE MOTION
 QS0261
 QS0261  HISTORY     - Date     Condition        Report By
 QS0261  HISTORY     - 1934     MONUMENTED       CGS
 QS0261  HISTORY     - 1975     MARK NOT FOUND   USGS
 QS0261
 QS0261                          STATION DESCRIPTION
 QS0261
 QS0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0261'3.1 MI SE FROM TRAIL CITY.
 QS0261'ABOUT 3.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0261'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TRAIL CITY, DEWEY
 QS0261'COUNTY, ABOUT 3 POLES SOUTHEAST OF CULVERT 2017, AT THE SOUTHEAST
 QS0261'END OF A CUT, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 QS0261'1 FOOT SOUTH OF A WHITE REFERENCE POST STENCILED U.S.B.M., AND
 QS0261'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0261'H 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0261
 QS0261                          STATION RECOVERY (1975)
 QS0261
 QS0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QS0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0387 ***********************************************************************
 PT0387  DESIGNATION -  H 72
 PT0387  PID         -  PT0387
 PT0387  STATE/COUNTY-  SD/ZIEBACH
 PT0387  COUNTRY     -  US
 PT0387  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0387
 PT0387                         *CURRENT SURVEY CONTROL
 PT0387  ______________________________________________________________________
 PT0387* NAD 83(1986) POSITION- 44 48 20.     (N) 101 16 44.     (W)   SCALED
 PT0387* NAVD 88 ORTHO HEIGHT -   615.177 (meters)     2018.29  (feet) ADJUSTED
 PT0387  ______________________________________________________________________
 PT0387  GEOID HEIGHT    -        -21.555 (meters)                     GEOID18
 PT0387  DYNAMIC HEIGHT  -        615.059 (meters)     2017.91  (feet) COMP
 PT0387  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 PT0387
 PT0387  VERT ORDER      -  SECOND    CLASS 0
 PT0387
 PT0387.The horizontal coordinates were scaled from a map and have
 PT0387.an estimated accuracy of +/- 6 seconds.
 PT0387
 PT0387.The orthometric height was determined by differential leveling and
 PT0387.adjusted by the NATIONAL GEODETIC SURVEY
 PT0387.in June 1991.
 PT0387
 PT0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0387.GEOID18 height accuracy estimate available here.
 PT0387
 PT0387.Click photographs - Photos may exist for this station.
 PT0387
 PT0387.The dynamic height is computed by dividing the NAVD 88
 PT0387.geopotential number by the normal gravity value computed on the
 PT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0387.degrees latitude (g = 980.6199 gals.).
 PT0387
 PT0387.The modeled gravity was interpolated from observed gravity values.
 PT0387
 PT0387;                    North         East    Units  Estimated Accuracy
 PT0387;SPC SD N     -   108,830.      498,830.      MT  (+/- 180 meters Scaled)
 PT0387
 PT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ197638(NAD 83)
 PT0387
 PT0387                          SUPERSEDED SURVEY CONTROL
 PT0387
 PT0387  NGVD 29 (??/??/92)  614.727  (m)         2016.82   (f) ADJ UNCH    2 0
 PT0387
 PT0387.Superseded values are not recommended for survey control.
 PT0387
 PT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0387.See file dsdata.pdf to determine how the superseded data were derived.
 PT0387
 PT0387_MARKER: DB = BENCH MARK DISK
 PT0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0387_STAMPING: H 72 1934
 PT0387_MARK LOGO: CGS
 PT0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0387+STABILITY: SURFACE MOTION
 PT0387
 PT0387  HISTORY     - Date     Condition        Report By
 PT0387  HISTORY     - 1934     MONUMENTED       CGS
 PT0387  HISTORY     - 1952     POOR             CGS
 PT0387  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0387
 PT0387                          STATION DESCRIPTION
 PT0387
 PT0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PT0387'2.1 MI W FROM EAGLE BUTTE.
 PT0387'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0387'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0387'13.1 MILES SOUTH ALONG STATE HIGHWAY 63, 30 FEET NORTH OF THE
 PT0387'CENTERLINE OF A SIDE ROAD, 50 FEET WEST OF THE CENTERLINE
 PT0387'OF THE HIGHWAY, LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 PT0387'A CONCRETE POST.  NOTE-- THE CORNER OF THE CONCRETE IS BROKEN
 PT0387'OFF.  THE DISK IS DAMAGED, AND THE LAST FIGURE OF THE YEAR
 PT0387'IS DISCERNIBLE.  THE MARK IS LOOSE IN THE GROUND.
 PT0387
 PT0387                          STATION RECOVERY (1985)
 PT0387
 PT0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0387'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0244 ***********************************************************************
 PT0244  DESIGNATION -  H 74
 PT0244  PID         -  PT0244
 PT0244  STATE/COUNTY-  SD/STANLEY
 PT0244  COUNTRY     -  US
 PT0244  USGS QUAD   -  OAHE DAM (2017)
 PT0244
 PT0244                         *CURRENT SURVEY CONTROL
 PT0244  ______________________________________________________________________
 PT0244* NAD 83(1986) POSITION- 44 23 43.58   (N) 100 26 11.40   (W)   HD_HELD1
 PT0244* NAVD 88 ORTHO HEIGHT -   542.415 (meters)     1779.57  (feet) ADJUSTED
 PT0244  ______________________________________________________________________
 PT0244  GEOID HEIGHT    -        -23.297 (meters)                     GEOID18
 PT0244  DYNAMIC HEIGHT  -        542.302 (meters)     1779.20  (feet) COMP
 PT0244  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 PT0244
 PT0244  VERT ORDER      -  FIRST     CLASS II
 PT0244
 PT0244.The horizontal coordinates were determined by differentially corrected
 PT0244.hand held GPS observations or other comparable positioning techniques
 PT0244.and have an estimated accuracy of +/- 3 meters.
 PT0244
 PT0244.The orthometric height was determined by differential leveling and
 PT0244.adjusted by the NATIONAL GEODETIC SURVEY
 PT0244.in June 1991.
 PT0244
 PT0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0244.GEOID18 height accuracy estimate available here.
 PT0244
 PT0244.Click photographs - Photos may exist for this station.
 PT0244
 PT0244.The dynamic height is computed by dividing the NAVD 88
 PT0244.geopotential number by the normal gravity value computed on the
 PT0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0244.degrees latitude (g = 980.6199 gals.).
 PT0244
 PT0244.The modeled gravity was interpolated from observed gravity values.
 PT0244
 PT0244;                    North         East    Units  Estimated Accuracy
 PT0244;SPC SD S     -   229,097.9     591,780.6     MT  (+/- 3 meters HH1 GPS) 
 PT0244
 PT0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8559716798(NAD 83)
 PT0244
 PT0244                          SUPERSEDED SURVEY CONTROL
 PT0244
 PT0244  NGVD 29 (??/??/92)  542.028  (m)         1778.30   (f) ADJ UNCH    1 2
 PT0244
 PT0244.Superseded values are not recommended for survey control.
 PT0244
 PT0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0244.See file dsdata.pdf to determine how the superseded data were derived.
 PT0244
 PT0244_MARKER: DB = BENCH MARK DISK
 PT0244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0244_SP_SET: CULVERT HEADWALL
 PT0244_STAMPING: H 74 1934
 PT0244_MARK LOGO: CGS
 PT0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0244+STABILITY: SURFACE MOTION
 PT0244
 PT0244  HISTORY     - Date     Condition        Report By
 PT0244  HISTORY     - 1934     MONUMENTED       CGS
 PT0244  HISTORY     - 1949     GOOD             CGS
 PT0244  HISTORY     - 1951     GOOD             CGS
 PT0244
 PT0244                          STATION DESCRIPTION
 PT0244
 PT0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0244'4.6 MI NW FROM FORT PIERRE.
 PT0244'4.6 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0244'AT FORT PIERRE, 71 FEET EAST OF A TELEPHONE POLE WITH A WHITE BM
 PT0244'PAINTED ON IT, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PT0244'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 PT0244'EAST CONCRETE HEADWALL OF A 16 INCH CORRUGATED IRON CULVERT.
 PT0244
 PT0244                          STATION RECOVERY (1951)
 PT0244
 PT0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0404 ***********************************************************************
 PT0404  DESIGNATION -  H 75
 PT0404  PID         -  PT0404
 PT0404  STATE/COUNTY-  SD/HAAKON
 PT0404  COUNTRY     -  US
 PT0404  USGS QUAD   -  CARLIN FLAT (2017)
 PT0404
 PT0404                         *CURRENT SURVEY CONTROL
 PT0404  ______________________________________________________________________
 PT0404* NAD 83(1986) POSITION- 44 40 14.     (N) 101 15 20.     (W)   SCALED
 PT0404* NAVD 88 ORTHO HEIGHT -   585.937 (meters)     1922.36  (feet) ADJUSTED
 PT0404  ______________________________________________________________________
 PT0404  GEOID HEIGHT    -        -21.799 (meters)                     GEOID18
 PT0404  DYNAMIC HEIGHT  -        585.817 (meters)     1921.97  (feet) COMP
 PT0404  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 PT0404
 PT0404  VERT ORDER      -  FIRST     CLASS II
 PT0404
 PT0404.The horizontal coordinates were scaled from a map and have
 PT0404.an estimated accuracy of +/- 6 seconds.
 PT0404
 PT0404.The orthometric height was determined by differential leveling and
 PT0404.adjusted by the NATIONAL GEODETIC SURVEY
 PT0404.in June 1991.
 PT0404
 PT0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0404.GEOID18 height accuracy estimate available here.
 PT0404
 PT0404.Click photographs - Photos may exist for this station.
 PT0404
 PT0404.The dynamic height is computed by dividing the NAVD 88
 PT0404.geopotential number by the normal gravity value computed on the
 PT0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0404.degrees latitude (g = 980.6199 gals.).
 PT0404
 PT0404.The modeled gravity was interpolated from observed gravity values.
 PT0404
 PT0404;                    North         East    Units  Estimated Accuracy
 PT0404;SPC SD S     -   260,070.      526,870.      MT  (+/- 180 meters Scaled)
 PT0404
 PT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ212488(NAD 83)
 PT0404
 PT0404                          SUPERSEDED SURVEY CONTROL
 PT0404
 PT0404  NGVD 29 (??/??/92)  585.484  (m)         1920.88   (f) ADJ UNCH    1 2
 PT0404
 PT0404.Superseded values are not recommended for survey control.
 PT0404
 PT0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0404.See file dsdata.pdf to determine how the superseded data were derived.
 PT0404
 PT0404_MARKER: DB = BENCH MARK DISK
 PT0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0404_STAMPING: H 75 1934
 PT0404_MARK LOGO: CGS
 PT0404_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0404+STABILITY: SURFACE MOTION
 PT0404
 PT0404  HISTORY     - Date     Condition        Report By
 PT0404  HISTORY     - 1934     MONUMENTED       CGS
 PT0404  HISTORY     - 1985     POOR             NGS
 PT0404
 PT0404                          STATION DESCRIPTION
 PT0404
 PT0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0404'16.8 MI NE FROM CHERRY CREEK.
 PT0404'16.8 MILES NORTHEAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE
 PT0404'AT CHERRY CREEK, HAAKON COUNTY, 2.8 MILES SOUTHWEST OF THE BRIDGE
 PT0404'ON STATE HIGHWAY 63 OVER CHEYENNE RIVER, ON THE SOUTHWEST SLOPE
 PT0404'OF A HILL, 30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 4
 PT0404'FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, 2 FEET LOWER THAN THE
 PT0404'ROAD AND SET IN THE TOP OF A CONCRETE POST.
 PT0404
 PT0404                          STATION RECOVERY (1985)
 PT0404
 PT0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0404'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0404'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0404'EAGLE BUTTE, THENCE 36.85 KM 22.90 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0404'THENCE 4.90 KM (3.05 MI) SOUTHWEST ALONG A GRAVEL ROAD, IN THE
 PT0404'SOUTHWEST SLOPE OF A HILL AND ON THE INSIDE OF A CURVE, 9.1 METERS (30
 PT0404'FT) NORTH-NORTHWEST OF THE CENTER OF THE ROAD.
 PT0404'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PT0404'THE MARK IS 1.0 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0457 ***********************************************************************
 PT0457  DESIGNATION -  H 76
 PT0457  PID         -  PT0457
 PT0457  STATE/COUNTY-  SD/JONES
 PT0457  COUNTRY     -  US
 PT0457  USGS QUAD   -  MIDLAND SE (2017)
 PT0457
 PT0457                         *CURRENT SURVEY CONTROL
 PT0457  ______________________________________________________________________
 PT0457* NAD 83(1986) POSITION- 44 06 19.44   (N) 101 00 37.29   (W)   HD_HELD1
 PT0457* NAVD 88 ORTHO HEIGHT -   546.711 (meters)     1793.67  (feet) ADJUSTED
 PT0457  ______________________________________________________________________
 PT0457  GEOID HEIGHT    -        -23.166 (meters)                     GEOID18
 PT0457  DYNAMIC HEIGHT  -        546.560 (meters)     1793.17  (feet) COMP
 PT0457  MODELED GRAVITY -    980,327.2   (mgal)                       NAVD 88
 PT0457
 PT0457  VERT ORDER      -  SECOND    CLASS 0
 PT0457
 PT0457.The horizontal coordinates were determined by differentially corrected
 PT0457.hand held GPS observations or other comparable positioning techniques
 PT0457.and have an estimated accuracy of +/- 3 meters.
 PT0457
 PT0457.The orthometric height was determined by differential leveling and
 PT0457.adjusted by the NATIONAL GEODETIC SURVEY
 PT0457.in June 1991.
 PT0457
 PT0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0457.GEOID18 height accuracy estimate available here.
 PT0457
 PT0457.Click photographs - Photos may exist for this station.
 PT0457
 PT0457.The dynamic height is computed by dividing the NAVD 88
 PT0457.geopotential number by the normal gravity value computed on the
 PT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0457.degrees latitude (g = 980.6199 gals.).
 PT0457
 PT0457.The modeled gravity was interpolated from observed gravity values.
 PT0457
 PT0457;                    North         East    Units  Estimated Accuracy
 PT0457;SPC SD S     -   197,086.4     545,798.3     MT  (+/- 3 meters HH1 GPS) 
 PT0457
 PT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3910585544(NAD 83)
 PT0457
 PT0457                          SUPERSEDED SURVEY CONTROL
 PT0457
 PT0457  NGVD 29 (??/??/92)  546.274  (m)         1792.23   (f) ADJ UNCH    2 0
 PT0457
 PT0457.Superseded values are not recommended for survey control.
 PT0457
 PT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0457.See file dsdata.pdf to determine how the superseded data were derived.
 PT0457
 PT0457_MARKER: DB = BENCH MARK DISK
 PT0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0457_STAMPING: H 76 1934
 PT0457_MARK LOGO: CGS
 PT0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0457+STABILITY: SURFACE MOTION
 PT0457
 PT0457  HISTORY     - Date     Condition        Report By
 PT0457  HISTORY     - 1934     MONUMENTED       CGS
 PT0457
 PT0457                          STATION DESCRIPTION
 PT0457
 PT0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0457'1.7 MI W FROM CAPA.
 PT0457'1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0457'FROM THE STATION AT CAPA, JONES COUNTY, 7 POLES WEST OF MILEPOST
 PT0457'525, 21 FEET WEST OF A FENCE JUNCTION, 48 FEET NORTH OF THE
 PT0457'CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF A FENCE, AND ABOUT 1
 PT0457'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 76 1934
 PT0457'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0151 ***********************************************************************
 PS0151  DESIGNATION -  H 79
 PS0151  PID         -  PS0151
 PS0151  STATE/COUNTY-  SD/HAND
 PS0151  COUNTRY     -  US
 PS0151  USGS QUAD   -  VAYLAND SW (2017)
 PS0151
 PS0151                         *CURRENT SURVEY CONTROL
 PS0151  ______________________________________________________________________
 PS0151* NAD 83(1986) POSITION- 44 15 03.     (N) 098 59 02.     (W)   SCALED
 PS0151* NAVD 88 ORTHO HEIGHT -   542.020 (meters)     1778.28  (feet) ADJUSTED
 PS0151  ______________________________________________________________________
 PS0151  GEOID HEIGHT    -        -24.739 (meters)                     GEOID18
 PS0151  DYNAMIC HEIGHT  -        541.896 (meters)     1777.87  (feet) COMP
 PS0151  MODELED GRAVITY -    980,372.3   (mgal)                       NAVD 88
 PS0151
 PS0151  VERT ORDER      -  SECOND    CLASS 0
 PS0151
 PS0151.The horizontal coordinates were scaled from a map and have
 PS0151.an estimated accuracy of +/- 6 seconds.
 PS0151
 PS0151.The orthometric height was determined by differential leveling and
 PS0151.adjusted by the NATIONAL GEODETIC SURVEY
 PS0151.in June 1991.
 PS0151
 PS0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0151.GEOID18 height accuracy estimate available here.
 PS0151
 PS0151.Click photographs - Photos may exist for this station.
 PS0151
 PS0151.The dynamic height is computed by dividing the NAVD 88
 PS0151.geopotential number by the normal gravity value computed on the
 PS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0151.degrees latitude (g = 980.6199 gals.).
 PS0151
 PS0151.The modeled gravity was interpolated from observed gravity values.
 PS0151
 PS0151;                    North         East    Units  Estimated Accuracy
 PS0151;SPC SD N     -    46,900.      681,160.      MT  (+/- 180 meters Scaled)
 PS0151
 PS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP012997(NAD 83)
 PS0151
 PS0151                          SUPERSEDED SURVEY CONTROL
 PS0151
 PS0151  NGVD 29 (??/??/92)  541.65   (m)         1777.1    (f) COMPUTED    2 0
 PS0151
 PS0151.Superseded values are not recommended for survey control.
 PS0151
 PS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0151.See file dsdata.pdf to determine how the superseded data were derived.
 PS0151
 PS0151_MARKER: DB = BENCH MARK DISK
 PS0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0151_SP_SET: BRIDGE
 PS0151_STAMPING: H 79 1934
 PS0151_MARK LOGO: CGS
 PS0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0151
 PS0151  HISTORY     - Date     Condition        Report By
 PS0151  HISTORY     - 1934     MONUMENTED       CGS
 PS0151  HISTORY     - 1952     MARK NOT FOUND   SDHD
 PS0151
 PS0151                          STATION DESCRIPTION
 PS0151
 PS0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0151'15.3 MI N FROM GANN VALLEY.
 PS0151'15.3 MILES NORTH OF POST OFFICE AT GANN VALLEY.  ALONG STATE
 PS0151'HIGHWAY 45 AT 50 FOOT CONCRETE BRIDGE, 250 FEET SOUTH OF
 PS0151'PRIVATE ENTRANCE.  SET IN THE SOUTH END OF THE WEST HUBGUARD,
 PS0151'0.5 FOOT ABOVE ROAD LEVEL.
 PS0151
 PS0151                          STATION RECOVERY (1952)
 PS0151
 PS0151'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0152 ***********************************************************************
 PS0152  DESIGNATION -  H 79 RESET
 PS0152  PID         -  PS0152
 PS0152  STATE/COUNTY-  SD/HAND
 PS0152  COUNTRY     -  US
 PS0152  USGS QUAD   -  VAYLAND SW (2017)
 PS0152
 PS0152                         *CURRENT SURVEY CONTROL
 PS0152  ______________________________________________________________________
 PS0152* NAD 83(1986) POSITION- 44 15 06.     (N) 098 59 01.     (W)   SCALED
 PS0152* NAVD 88 ORTHO HEIGHT -   543.14  (+/-2cm)     1782.0   (feet) VERTCON3
 PS0152  ______________________________________________________________________
 PS0152  GEOID HEIGHT    -        -24.738 (meters)                     GEOID18
 PS0152  VERT ORDER      -  THIRD (See Below)
 PS0152
 PS0152.The horizontal coordinates were scaled from a map and have
 PS0152.an estimated accuracy of +/- 6 seconds.
 PS0152
 PS0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0152
 PS0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0152.GEOID18 height accuracy estimate available here.
 PS0152
 PS0152.The vertical order pertains to the NGVD 29 superseded value.
 PS0152
 PS0152.Click photographs - Photos may exist for this station.
 PS0152
 PS0152;                    North         East    Units  Estimated Accuracy
 PS0152;SPC SD N     -    47,000.      681,180.      MT  (+/- 180 meters Scaled)
 PS0152
 PS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP013998(NAD 83)
 PS0152
 PS0152                          SUPERSEDED SURVEY CONTROL
 PS0152
 PS0152  NGVD 29 (??/??/??)  542.78   (m)         1780.8    (f) RESET       3  
 PS0152
 PS0152.Superseded values are not recommended for survey control.
 PS0152
 PS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0152.See file dsdata.pdf to determine how the superseded data were derived.
 PS0152
 PS0152_MARKER: DB = BENCH MARK DISK
 PS0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0152_SP_SET: BRIDGE
 PS0152_STAMPING: H 79 RESET 1955
 PS0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0152
 PS0152  HISTORY     - Date     Condition        Report By
 PS0152  HISTORY     - 1955     MONUMENTED       SDHD
 PS0152
 PS0152                          STATION DESCRIPTION
 PS0152
 PS0152'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1955
 PS0152'15.3 MI N FROM GANN VALLEY.
 PS0152'IN HAND COUNTY, ABOUT 15.3 MILES NORTH ALONG STATE HIGHWAY 45
 PS0152'FROM THE POST OFFICE AT GANN VALLEY, BUFFALO COUNTY, ABOUT 450
 PS0152'FEET SOUTH OF A PRIVATE ENTRANCE TO A 98 FOOT CONCRETE BRIDGE,
 PS0152'IN THE NORTH END OF THE WEST WHEEL GUARD, ABOUT 16 FEET WEST
 PS0152'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 PS0152'THE HIGHWAY.  A STANDARD DISK, STAMPED H 79 RESET 1955.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0768 ***********************************************************************
 OR0768  DESIGNATION -  H 8
 OR0768  PID         -  OR0768
 OR0768  STATE/COUNTY-  SD/LYMAN
 OR0768  COUNTRY     -  US
 OR0768  USGS QUAD   -  KENNEBEC (2017)
 OR0768
 OR0768                         *CURRENT SURVEY CONTROL
 OR0768  ______________________________________________________________________
 OR0768* NAD 83(1986) POSITION- 43 54 17.     (N) 099 51 41.     (W)   SCALED
 OR0768* NAVD 88 ORTHO HEIGHT -   514.992 (meters)     1689.60  (feet) ADJUSTED
 OR0768  ______________________________________________________________________
 OR0768  GEOID HEIGHT    -        -25.287 (meters)                     GEOID18
 OR0768  DYNAMIC HEIGHT  -        514.842 (meters)     1689.11  (feet) COMP
 OR0768  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 OR0768
 OR0768  VERT ORDER      -  FIRST     CLASS II
 OR0768
 OR0768.The horizontal coordinates were scaled from a map and have
 OR0768.an estimated accuracy of +/- 6 seconds.
 OR0768
 OR0768.The orthometric height was determined by differential leveling and
 OR0768.adjusted by the NATIONAL GEODETIC SURVEY
 OR0768.in June 1991.
 OR0768
 OR0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0768.GEOID18 height accuracy estimate available here.
 OR0768
 OR0768.Click photographs - Photos may exist for this station.
 OR0768
 OR0768.The dynamic height is computed by dividing the NAVD 88
 OR0768.geopotential number by the normal gravity value computed on the
 OR0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0768.degrees latitude (g = 980.6199 gals.).
 OR0768
 OR0768.The modeled gravity was interpolated from observed gravity values.
 OR0768
 OR0768;                    North         East    Units  Estimated Accuracy
 OR0768;SPC SD S     -   174,680.      637,910.      MT  (+/- 180 meters Scaled)
 OR0768
 OR0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP308616(NAD 83)
 OR0768
 OR0768                          SUPERSEDED SURVEY CONTROL
 OR0768
 OR0768  NGVD 29 (??/??/92)  514.610  (m)         1688.35   (f) ADJ UNCH    1 2
 OR0768
 OR0768.Superseded values are not recommended for survey control.
 OR0768
 OR0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0768.See file dsdata.pdf to determine how the superseded data were derived.
 OR0768
 OR0768_MARKER: DB = BENCH MARK DISK
 OR0768_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OR0768+WITH SETTING: PAVEMENT
 OR0768_SP_SET: WATER TANK PEDESTAL
 OR0768_STAMPING: 1688.350 H 8 1925
 OR0768_MARK LOGO: CGS
 OR0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0768+STABILITY: SURFACE MOTION
 OR0768
 OR0768  HISTORY     - Date     Condition        Report By
 OR0768  HISTORY     - 1925     MONUMENTED       CGS
 OR0768  HISTORY     - 1935     GOOD             CGS
 OR0768
 OR0768                          STATION DESCRIPTION
 OR0768
 OR0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0768'AT KENNEBEC.
 OR0768'AT KENNEBEC, LYMAN COUNTY, AT THE CITY WATER TANK, AND IN THE
 OR0768'TOP OF THE WEST CORNER OF THE NORTHWEST PEDESTAL.  A STANDARD
 OR0768'DISK, STAMPED H 8 1925.
 OR0768
 OR0768                          STATION RECOVERY (1935)
 OR0768
 OR0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0665 ***********************************************************************
 PU0665  DESIGNATION -  H 8 B 1
 PU0665  PID         -  PU0665
 PU0665  STATE/COUNTY-  SD/MEADE
 PU0665  COUNTRY     -  US
 PU0665  USGS QUAD   -  HEREFORD SE (2017)
 PU0665
 PU0665                         *CURRENT SURVEY CONTROL
 PU0665  ______________________________________________________________________
 PU0665* NAD 83(1986) POSITION- 44 22 22.     (N) 102 51 24.     (W)   SCALED
 PU0665* NAVD 88 ORTHO HEIGHT -   790.753 (meters)     2594.33  (feet) ADJUSTED
 PU0665  ______________________________________________________________________
 PU0665  GEOID HEIGHT    -        -17.689 (meters)                     GEOID18
 PU0665  DYNAMIC HEIGHT  -        790.541 (meters)     2593.63  (feet) COMP
 PU0665  MODELED GRAVITY -    980,323.7   (mgal)                       NAVD 88
 PU0665
 PU0665  VERT ORDER      -  SECOND    CLASS 0
 PU0665
 PU0665.The horizontal coordinates were scaled from a map and have
 PU0665.an estimated accuracy of +/- 6 seconds.
 PU0665
 PU0665.The orthometric height was determined by differential leveling and
 PU0665.adjusted by the NATIONAL GEODETIC SURVEY
 PU0665.in June 1991.
 PU0665
 PU0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0665.GEOID18 height accuracy estimate available here.
 PU0665
 PU0665.Click photographs - Photos may exist for this station.
 PU0665
 PU0665.The dynamic height is computed by dividing the NAVD 88
 PU0665.geopotential number by the normal gravity value computed on the
 PU0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0665.degrees latitude (g = 980.6199 gals.).
 PU0665
 PU0665.The modeled gravity was interpolated from observed gravity values.
 PU0665
 PU0665;                    North         East    Units  Estimated Accuracy
 PU0665;SPC SD N     -    63,960.      372,360.      MT  (+/- 180 meters Scaled)
 PU0665
 PU0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK707155(NAD 83)
 PU0665
 PU0665                          SUPERSEDED SURVEY CONTROL
 PU0665
 PU0665  NGVD 29 (??/??/92)  790.30   (m)         2592.8    (f) COMPUTED    2 0
 PU0665
 PU0665.Superseded values are not recommended for survey control.
 PU0665
 PU0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0665.See file dsdata.pdf to determine how the superseded data were derived.
 PU0665
 PU0665_MARKER: Z = SEE DESCRIPTION
 PU0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0665_SP_SET: PIER
 PU0665_STAMPING: H 8 B 1
 PU0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0665
 PU0665  HISTORY     - Date     Condition        Report By
 PU0665  HISTORY     - UNK      MONUMENTED       USAF
 PU0665  HISTORY     - 1962     GOOD             CGS
 PU0665
 PU0665                          STATION DESCRIPTION
 PU0665
 PU0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0665'3 MI SE FROM HEREFORD.
 PU0665'1.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0665'THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.4 MILE EAST
 PU0665'ALONG A GRAVEL ROAD, 41 1/2 FEET NORTH OF THE CENTER LINE OF THE
 PU0665'ROAD, 9 1/2 FEET NORTH OF THE FENCE, THE CENTER OF A TRIBRACH
 PU0665'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4
 PU0665'FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0666 ***********************************************************************
 PU0666  DESIGNATION -  H 8 B 2
 PU0666  PID         -  PU0666
 PU0666  STATE/COUNTY-  SD/MEADE
 PU0666  COUNTRY     -  US
 PU0666  USGS QUAD   -  HEREFORD SE (2017)
 PU0666
 PU0666                         *CURRENT SURVEY CONTROL
 PU0666  ______________________________________________________________________
 PU0666* NAD 83(1986) POSITION- 44 22 22.     (N) 102 50 56.     (W)   SCALED
 PU0666* NAVD 88 ORTHO HEIGHT -   789.124 (meters)     2588.98  (feet) ADJUSTED
 PU0666  ______________________________________________________________________
 PU0666  GEOID HEIGHT    -        -17.712 (meters)                     GEOID18
 PU0666  DYNAMIC HEIGHT  -        788.913 (meters)     2588.29  (feet) COMP
 PU0666  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU0666
 PU0666  VERT ORDER      -  SECOND    CLASS 0
 PU0666
 PU0666.The horizontal coordinates were scaled from a map and have
 PU0666.an estimated accuracy of +/- 6 seconds.
 PU0666
 PU0666.The orthometric height was determined by differential leveling and
 PU0666.adjusted by the NATIONAL GEODETIC SURVEY
 PU0666.in June 1991.
 PU0666
 PU0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0666.GEOID18 height accuracy estimate available here.
 PU0666
 PU0666.Click photographs - Photos may exist for this station.
 PU0666
 PU0666.The dynamic height is computed by dividing the NAVD 88
 PU0666.geopotential number by the normal gravity value computed on the
 PU0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0666.degrees latitude (g = 980.6199 gals.).
 PU0666
 PU0666.The modeled gravity was interpolated from observed gravity values.
 PU0666
 PU0666;                    North         East    Units  Estimated Accuracy
 PU0666;SPC SD N     -    63,940.      372,980.      MT  (+/- 180 meters Scaled)
 PU0666
 PU0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK713155(NAD 83)
 PU0666
 PU0666                          SUPERSEDED SURVEY CONTROL
 PU0666
 PU0666  NGVD 29 (??/??/92)  788.67   (m)         2587.5    (f) COMPUTED    2 0
 PU0666
 PU0666.Superseded values are not recommended for survey control.
 PU0666
 PU0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0666.See file dsdata.pdf to determine how the superseded data were derived.
 PU0666
 PU0666_MARKER: Z = SEE DESCRIPTION
 PU0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0666_SP_SET: PIER
 PU0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0666
 PU0666  HISTORY     - Date     Condition        Report By
 PU0666  HISTORY     - UNK      MONUMENTED       USAF
 PU0666  HISTORY     - 1962     GOOD             CGS
 PU0666
 PU0666                          STATION DESCRIPTION
 PU0666
 PU0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0666'3.4 MI SE FROM HEREFORD.
 PU0666'1.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0666'THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.8 MILE EAST
 PU0666'ALONG A GRAVEL ROAD, 0.2 MILE WEST OF DOYLE SCHOOL, 41 FEET
 PU0666'NORTH OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET NORTH-NORTHWEST
 PU0666'OF A POWER POLE, 6 1/2 FEET NORTH OF A FENCE, THE CENTER OF A
 PU0666'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0666'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0276 ***********************************************************************
 PS0276  DESIGNATION -  H 80
 PS0276  PID         -  PS0276
 PS0276  STATE/COUNTY-  SD/HAND
 PS0276  COUNTRY     -  US
 PS0276  USGS QUAD   -  ROCKHAM SW (2017)
 PS0276
 PS0276                         *CURRENT SURVEY CONTROL
 PS0276  ______________________________________________________________________
 PS0276* NAD 83(1986) POSITION- 44 49 52.     (N) 098 59 17.     (W)   SCALED
 PS0276* NAVD 88 ORTHO HEIGHT -   448.043 (meters)     1469.95  (feet) ADJUSTED
 PS0276  ______________________________________________________________________
 PS0276  GEOID HEIGHT    -        -24.112 (meters)                     GEOID18
 PS0276  DYNAMIC HEIGHT  -        447.978 (meters)     1469.74  (feet) COMP
 PS0276  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 PS0276
 PS0276  VERT ORDER      -  SECOND    CLASS 0
 PS0276
 PS0276.The horizontal coordinates were scaled from a map and have
 PS0276.an estimated accuracy of +/- 6 seconds.
 PS0276
 PS0276.The orthometric height was determined by differential leveling and
 PS0276.adjusted by the NATIONAL GEODETIC SURVEY
 PS0276.in June 1991.
 PS0276
 PS0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0276.GEOID18 height accuracy estimate available here.
 PS0276
 PS0276.Click photographs - Photos may exist for this station.
 PS0276
 PS0276.The dynamic height is computed by dividing the NAVD 88
 PS0276.geopotential number by the normal gravity value computed on the
 PS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0276.degrees latitude (g = 980.6199 gals.).
 PS0276
 PS0276.The modeled gravity was interpolated from observed gravity values.
 PS0276
 PS0276;                    North         East    Units  Estimated Accuracy
 PS0276;SPC SD N     -   111,380.      680,020.      MT  (+/- 180 meters Scaled)
 PS0276
 PS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009641(NAD 83)
 PS0276
 PS0276                          SUPERSEDED SURVEY CONTROL
 PS0276
 PS0276  NGVD 29 (??/??/92)  447.72   (m)         1468.9    (f) COMPUTED    2 0
 PS0276
 PS0276.Superseded values are not recommended for survey control.
 PS0276
 PS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0276.See file dsdata.pdf to determine how the superseded data were derived.
 PS0276
 PS0276_MARKER: DB = BENCH MARK DISK
 PS0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0276_SP_SET: BRIDGE
 PS0276_STAMPING: H 80 1934
 PS0276_MARK LOGO: CGS
 PS0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0276
 PS0276  HISTORY     - Date     Condition        Report By
 PS0276  HISTORY     - 1934     MONUMENTED       CGS
 PS0276  HISTORY     - 19960710 MARK NOT FOUND   NGS
 PS0276
 PS0276                          STATION DESCRIPTION
 PS0276
 PS0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0276'21.6 MI N FROM MILLER.
 PS0276'ALONG STATE HIGHWAY 45, 4.5 MILES NORTH OF STATE HIGHWAY 22
 PS0276'JUNCTION.  AT 20 FOOT RCB BRIDGE.  SET IN THE SOUTH END OF WEST
 PS0276'GUARDRAIL, 3 1/2 FEET ABOVE LEVEL OF ROAD.
 PS0276
 PS0276                          STATION RECOVERY (1996)
 PS0276
 PS0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0276'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0277 ***********************************************************************
 PS0277  DESIGNATION -  H 80 RESET
 PS0277  PID         -  PS0277
 PS0277  STATE/COUNTY-  SD/HAND
 PS0277  COUNTRY     -  US
 PS0277  USGS QUAD   -  ROCKHAM SW (2017)
 PS0277
 PS0277                         *CURRENT SURVEY CONTROL
 PS0277  ______________________________________________________________________
 PS0277* NAD 83(1986) POSITION- 44 49 51.89   (N) 098 59 17.16   (W)   HD_HELD1
 PS0277* NAVD 88 ORTHO HEIGHT -   447.085 (meters)     1466.81  (feet) ADJUSTED
 PS0277  ______________________________________________________________________
 PS0277  GEOID HEIGHT    -        -24.112 (meters)                     GEOID18
 PS0277  DYNAMIC HEIGHT  -        447.020 (meters)     1466.60  (feet) COMP
 PS0277  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 PS0277
 PS0277  VERT ORDER      -  FIRST     CLASS II
 PS0277
 PS0277.The horizontal coordinates were determined by differentially corrected
 PS0277.hand held GPS observations or other comparable positioning techniques
 PS0277.and have an estimated accuracy of +/- 3 meters.
 PS0277
 PS0277.The orthometric height was determined by differential leveling and
 PS0277.adjusted by the NATIONAL GEODETIC SURVEY
 PS0277.in July 1998.
 PS0277
 PS0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0277.GEOID18 height accuracy estimate available here.
 PS0277
 PS0277.Click photographs - Photos may exist for this station.
 PS0277
 PS0277.The dynamic height is computed by dividing the NAVD 88
 PS0277.geopotential number by the normal gravity value computed on the
 PS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0277.degrees latitude (g = 980.6199 gals.).
 PS0277
 PS0277.The modeled gravity was interpolated from observed gravity values.
 PS0277
 PS0277;                    North         East    Units  Estimated Accuracy
 PS0277;SPC SD N     -   111,371.8     680,012.8     MT  (+/- 3 meters HH1 GPS) 
 PS0277
 PS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0094064185(NAD 83)
 PS0277
 PS0277                          SUPERSEDED SURVEY CONTROL
 PS0277
 PS0277  NGVD 29 (??/??/??)  446.75   (m)         1465.7    (f) RESET       3  
 PS0277
 PS0277.Superseded values are not recommended for survey control.
 PS0277
 PS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0277.See file dsdata.pdf to determine how the superseded data were derived.
 PS0277
 PS0277_MARKER: DB = BENCH MARK DISK
 PS0277_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0277_SP_SET: BOX CULVERT HEADWALL
 PS0277_STAMPING: H 80 RESET 1946
 PS0277_MARK LOGO: CGS
 PS0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0277+STABILITY: SURFACE MOTION
 PS0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0277+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0277
 PS0277  HISTORY     - Date     Condition        Report By
 PS0277  HISTORY     - 1946     MONUMENTED       CGS
 PS0277  HISTORY     - 1946     GOOD             CGS
 PS0277  HISTORY     - 19960710 GOOD             NGS
 PS0277
 PS0277                          STATION DESCRIPTION
 PS0277
 PS0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0277'21.6 MI N FROM MILLER.
 PS0277'21.6 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0277'AT MILLER, HAND COUNTY, 4.5 MILES NORTH OF THE JUNCTION OF
 PS0277'STATE HIGHWAY 26, AT A TRIPLE BOX CULVERT, IN THE TOP OF THE WEST
 PS0277'HEADWALL, AND 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 PS0277'A STANDARD DISK, STAMPED H 80 RESET 1946.
 PS0277
 PS0277                          STATION RECOVERY (1996)
 PS0277
 PS0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0277'34.8 KM (21.60 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0277'OFFICE IN MILLER, IN TOP OF AND 1.4 M (4.6 FT) NORTH OF THE SOUTH END
 PS0277'OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 221.0 M
 PS0277'(725.1 FT) NORTH OF MILEPOST 133, 7.8 M (25.6 FT) WEST OF THE HIGHWAY
 PS0277'CENTERLINE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0206 ***********************************************************************
 PS0206  DESIGNATION -  H 81
 PS0206  PID         -  PS0206
 PS0206  STATE/COUNTY-  SD/JERAULD
 PS0206  COUNTRY     -  US
 PS0206  USGS QUAD   -  WESSINGTON SPRINGS (2017)
 PS0206
 PS0206                         *CURRENT SURVEY CONTROL
 PS0206  ______________________________________________________________________
 PS0206* NAD 83(1986) POSITION- 44 04 42.     (N) 098 34 12.     (W)   SCALED
 PS0206* NAVD 88 ORTHO HEIGHT -   514.571 (meters)     1688.22  (feet) ADJUSTED
 PS0206  ______________________________________________________________________
 PS0206  GEOID HEIGHT    -        -25.282 (meters)                     GEOID18
 PS0206  DYNAMIC HEIGHT  -        514.455 (meters)     1687.84  (feet) COMP
 PS0206  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PS0206
 PS0206  VERT ORDER      -  SECOND    CLASS 0
 PS0206
 PS0206.The horizontal coordinates were scaled from a map and have
 PS0206.an estimated accuracy of +/- 6 seconds.
 PS0206
 PS0206.The orthometric height was determined by differential leveling and
 PS0206.adjusted by the NATIONAL GEODETIC SURVEY
 PS0206.in June 1991.
 PS0206
 PS0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0206.GEOID18 height accuracy estimate available here.
 PS0206
 PS0206.Click photographs - Photos may exist for this station.
 PS0206
 PS0206.The dynamic height is computed by dividing the NAVD 88
 PS0206.geopotential number by the normal gravity value computed on the
 PS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0206.degrees latitude (g = 980.6199 gals.).
 PS0206
 PS0206.The modeled gravity was interpolated from observed gravity values.
 PS0206
 PS0206;                    North         East    Units  Estimated Accuracy
 PS0206;SPC SD S     -   195,360.      741,230.      MT  (+/- 180 meters Scaled)
 PS0206
 PS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP344806(NAD 83)
 PS0206
 PS0206                          SUPERSEDED SURVEY CONTROL
 PS0206
 PS0206  NGVD 29 (??/??/92)  514.221  (m)         1687.07   (f) ADJ UNCH    2 0
 PS0206
 PS0206.Superseded values are not recommended for survey control.
 PS0206
 PS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0206.See file dsdata.pdf to determine how the superseded data were derived.
 PS0206
 PS0206_MARKER: DB = BENCH MARK DISK
 PS0206_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PS0206_SP_SET: BANISTER
 PS0206_STAMPING: H 81 1934
 PS0206_MARK LOGO: CGS
 PS0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0206+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 PS0206
 PS0206  HISTORY     - Date     Condition        Report By
 PS0206  HISTORY     - 1934     MONUMENTED       CGS
 PS0206  HISTORY     - 1954     GOOD             CGS
 PS0206  HISTORY     - 20071002 GOOD             WAPA
 PS0206
 PS0206                          STATION DESCRIPTION
 PS0206
 PS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PS0206'AT WESSINGTON SPRINGS.
 PS0206'AT WESSINGTON SPRINGS, JERAULD COUNTY, AT THE COUNTY COURTHOUSE,
 PS0206'AT THE WEST FRONT ENTRANCE, AND IN THE NORTHWEST CORNER OF THE
 PS0206'NORTH BANISTER.  A STANDARD DISK, STAMPED H 81 1934.
 PS0206
 PS0206                          STATION RECOVERY (2007)
 PS0206
 PS0206'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 PS0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0584 ***********************************************************************
 PR0584  DESIGNATION -  H 82
 PR0584  PID         -  PR0584
 PR0584  STATE/COUNTY-  SD/SANBORN
 PR0584  COUNTRY     -  US
 PR0584  USGS QUAD   -  ARTESIAN (2017)
 PR0584
 PR0584                         *CURRENT SURVEY CONTROL
 PR0584  ______________________________________________________________________
 PR0584* NAD 83(1986) POSITION- 44 00 29.     (N) 097 55 16.     (W)   SCALED
 PR0584* NAVD 88 ORTHO HEIGHT -   402.243 (meters)     1319.69  (feet) ADJUSTED
 PR0584  ______________________________________________________________________
 PR0584  GEOID HEIGHT    -        -25.678 (meters)                     GEOID18
 PR0584  DYNAMIC HEIGHT  -        402.159 (meters)     1319.42  (feet) COMP
 PR0584  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 PR0584
 PR0584  VERT ORDER      -  SECOND    CLASS 0
 PR0584
 PR0584.The horizontal coordinates were scaled from a map and have
 PR0584.an estimated accuracy of +/- 6 seconds.
 PR0584
 PR0584.The orthometric height was determined by differential leveling and
 PR0584.adjusted by the NATIONAL GEODETIC SURVEY
 PR0584.in June 1991.
 PR0584
 PR0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0584.GEOID18 height accuracy estimate available here.
 PR0584
 PR0584.Click photographs - Photos may exist for this station.
 PR0584
 PR0584.The dynamic height is computed by dividing the NAVD 88
 PR0584.geopotential number by the normal gravity value computed on the
 PR0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0584.degrees latitude (g = 980.6199 gals.).
 PR0584
 PR0584.The modeled gravity was interpolated from observed gravity values.
 PR0584
 PR0584;                    North         East    Units  Estimated Accuracy
 PR0584;SPC SD S     -   188,860.      793,410.      MT  (+/- 180 meters Scaled)
 PR0584
 PR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP864733(NAD 83)
 PR0584
 PR0584                          SUPERSEDED SURVEY CONTROL
 PR0584
 PR0584  NGVD 29 (??/??/92)  401.963  (m)         1318.77   (f) ADJ UNCH    2 0
 PR0584
 PR0584.Superseded values are not recommended for survey control.
 PR0584
 PR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0584.See file dsdata.pdf to determine how the superseded data were derived.
 PR0584
 PR0584_MARKER: DB = BENCH MARK DISK
 PR0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0584_SP_SET: BUILDING
 PR0584_STAMPING: 1318.774 H 82 1934
 PR0584_MARK LOGO: CGS
 PR0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0584
 PR0584  HISTORY     - Date     Condition        Report By
 PR0584  HISTORY     - 1934     MONUMENTED       CGS
 PR0584  HISTORY     - 1948     GOOD             CGS
 PR0584
 PR0584                          STATION DESCRIPTION
 PR0584
 PR0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0584'AT ARTESIAN.
 PR0584'AT ARTESIAN, SANBORN COUNTY, ONE BLOCK SOUTH OF THE CHICAGO,
 PR0584'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT THE
 PR0584'LIVESTOCK STATE BANK, AT THE NORTHEAST CORNER OF THE BUILDING,
 PR0584'IN THE EAST BRICK WALL, AND 4 FEET ABOVE THE SIDEWALK.  A
 PR0584'STANDARD DISK, STAMPED 1318.774 H 82 1934 AND SET VERTICALLY.
 PR0584
 PR0584                          STATION RECOVERY (1948)
 PR0584
 PR0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 PR0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0540 ***********************************************************************
 PR0540  DESIGNATION -  H 83
 PR0540  PID         -  PR0540
 PR0540  STATE/COUNTY-  SD/KINGSBURY
 PR0540  COUNTRY     -  US
 PR0540  USGS QUAD   -  IROQUOIS (2017)
 PR0540
 PR0540                         *CURRENT SURVEY CONTROL
 PR0540  ______________________________________________________________________
 PR0540* NAD 83(1986) POSITION- 44 15 44.     (N) 097 46 15.     (W)   SCALED
 PR0540* NAVD 88 ORTHO HEIGHT -   434.779 (meters)     1426.44  (feet) ADJUSTED
 PR0540  ______________________________________________________________________
 PR0540  GEOID HEIGHT    -        -25.303 (meters)                     GEOID18
 PR0540  DYNAMIC HEIGHT  -        434.696 (meters)     1426.17  (feet) COMP
 PR0540  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 PR0540
 PR0540  VERT ORDER      -  SECOND    CLASS 0
 PR0540
 PR0540.The horizontal coordinates were scaled from a map and have
 PR0540.an estimated accuracy of +/- 6 seconds.
 PR0540
 PR0540.The orthometric height was determined by differential leveling and
 PR0540.adjusted by the NATIONAL GEODETIC SURVEY
 PR0540.in June 1991.
 PR0540
 PR0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0540.GEOID18 height accuracy estimate available here.
 PR0540
 PR0540.Click photographs - Photos may exist for this station.
 PR0540
 PR0540.The dynamic height is computed by dividing the NAVD 88
 PR0540.geopotential number by the normal gravity value computed on the
 PR0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0540.degrees latitude (g = 980.6199 gals.).
 PR0540
 PR0540.The modeled gravity was interpolated from observed gravity values.
 PR0540
 PR0540;                    North         East    Units  Estimated Accuracy
 PR0540;SPC SD N     -    50,110.      777,990.      MT  (+/- 180 meters Scaled)
 PR0540
 PR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ981017(NAD 83)
 PR0540
 PR0540                          SUPERSEDED SURVEY CONTROL
 PR0540
 PR0540  NGVD 29 (??/??/92)  434.506  (m)         1425.54   (f) ADJ UNCH    2 0
 PR0540
 PR0540.Superseded values are not recommended for survey control.
 PR0540
 PR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0540.See file dsdata.pdf to determine how the superseded data were derived.
 PR0540
 PR0540_MARKER: DB = BENCH MARK DISK
 PR0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0540_SP_SET: TOWER FOUNDATION
 PR0540_STAMPING: H 83 1934
 PR0540_MARK LOGO: CGS
 PR0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0540
 PR0540  HISTORY     - Date     Condition        Report By
 PR0540  HISTORY     - 1934     MONUMENTED       CGS
 PR0540
 PR0540                          STATION DESCRIPTION
 PR0540
 PR0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0540'AT ESMOND.
 PR0540'AT ESMOND, KINGSBURY COUNTY, AT THE CITY WATER TOWER, AND IN
 PR0540'THE EAST CORNER OF THE NORTHEAST CONCRETE LEG FOUNDATION.  A
 PR0540'STANDARD DISK, STAMPED H 83 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0053 ***********************************************************************
 PS0053  DESIGNATION -  H 84
 PS0053  PID         -  PS0053
 PS0053  STATE/COUNTY-  SD/SPINK
 PS0053  COUNTRY     -  US
 PS0053  USGS QUAD   -  BLOOMFIELD (2017)
 PS0053
 PS0053                         *CURRENT SURVEY CONTROL
 PS0053  ______________________________________________________________________
 PS0053* NAD 83(1986) POSITION- 44 42 58.     (N) 098 05 57.     (W)   SCALED
 PS0053* NAVD 88 ORTHO HEIGHT -   415.590 (meters)     1363.48  (feet) ADJUSTED
 PS0053  ______________________________________________________________________
 PS0053  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 PS0053  DYNAMIC HEIGHT  -        415.538 (meters)     1363.31  (feet) COMP
 PS0053  MODELED GRAVITY -    980,480.5   (mgal)                       NAVD 88
 PS0053
 PS0053  VERT ORDER      -  SECOND    CLASS 0
 PS0053
 PS0053.The horizontal coordinates were scaled from a map and have
 PS0053.an estimated accuracy of +/- 6 seconds.
 PS0053
 PS0053.The orthometric height was determined by differential leveling and
 PS0053.adjusted by the NATIONAL GEODETIC SURVEY
 PS0053.in June 1991.
 PS0053
 PS0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0053.GEOID18 height accuracy estimate available here.
 PS0053
 PS0053.Click photographs - Photos may exist for this station.
 PS0053
 PS0053.The dynamic height is computed by dividing the NAVD 88
 PS0053.geopotential number by the normal gravity value computed on the
 PS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0053.degrees latitude (g = 980.6199 gals.).
 PS0053
 PS0053.The modeled gravity was interpolated from observed gravity values.
 PS0053
 PS0053;                    North         East    Units  Estimated Accuracy
 PS0053;SPC SD N     -    99,860.      750,590.      MT  (+/- 180 meters Scaled)
 PS0053
 PS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ713518(NAD 83)
 PS0053
 PS0053                          SUPERSEDED SURVEY CONTROL
 PS0053
 PS0053  NGVD 29 (??/??/92)  415.311  (m)         1362.57   (f) ADJ UNCH    2 0
 PS0053
 PS0053.Superseded values are not recommended for survey control.
 PS0053
 PS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0053.See file dsdata.pdf to determine how the superseded data were derived.
 PS0053
 PS0053_MARKER: DB = BENCH MARK DISK
 PS0053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0053_SP_SET: CULVERT HEADWALL
 PS0053_STAMPING: H 84 1934
 PS0053_MARK LOGO: CGS
 PS0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0053+STABILITY: SURFACE MOTION
 PS0053
 PS0053  HISTORY     - Date     Condition        Report By
 PS0053  HISTORY     - 1934     MONUMENTED       CGS
 PS0053
 PS0053                          STATION DESCRIPTION
 PS0053
 PS0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0053'12.7 MI S FROM DOLAND.
 PS0053'12.7 MILES SOUTH OF CITY WATER TANK.  ALONG THE HURON-DOLAND
 PS0053'ROAD (HIWAY 37) 1050 FEET SOUTH OF POINT OF INTERSECTION OF
 PS0053'CROSS ROAD, THENCE 15 FEET WEST OF CENTERLINE OF HIGHWAY.
 PS0053'SET IN CENTER OF THE WEST HEADWALL OF 22 INCH CONCRETE CULVERT,
 PS0053'LEVEL WITH ROAD.  A STANDARD DISK, STAMPED H 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0054 ***********************************************************************
 PS0054  DESIGNATION -  H 84 RESET
 PS0054  PID         -  PS0054
 PS0054  STATE/COUNTY-  SD/SPINK
 PS0054  COUNTRY     -  US
 PS0054  USGS QUAD   -  BLOOMFIELD (2017)
 PS0054
 PS0054                         *CURRENT SURVEY CONTROL
 PS0054  ______________________________________________________________________
 PS0054* NAD 83(1986) POSITION- 44 42 58.     (N) 098 05 58.     (W)   SCALED
 PS0054* NAVD 88 ORTHO HEIGHT -   414.63  (meters)     1360.3   (feet) RESET
 PS0054  ______________________________________________________________________
 PS0054  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 PS0054  VERT ORDER      -  THIRD
 PS0054
 PS0054.The horizontal coordinates were scaled from a map and have
 PS0054.an estimated accuracy of +/- 6 seconds.
 PS0054
 PS0054.The orthometric height was computed from unverified reset data.
 PS0054
 PS0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0054.GEOID18 height accuracy estimate available here.
 PS0054
 PS0054.Click photographs - Photos may exist for this station.
 PS0054
 PS0054;                    North         East    Units  Estimated Accuracy
 PS0054;SPC SD N     -    99,860.      750,570.      MT  (+/- 180 meters Scaled)
 PS0054
 PS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ713518(NAD 83)
 PS0054
 PS0054                          SUPERSEDED SURVEY CONTROL
 PS0054
 PS0054.No superseded survey control is available for this station.
 PS0054
 PS0054_MARKER: DB = BENCH MARK DISK
 PS0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0054_STAMPING: H 84 1934 RESET 1961
 PS0054_MARK LOGO: CGS
 PS0054_PROJECTION: FLUSH
 PS0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0054+STABILITY: SURFACE MOTION
 PS0054
 PS0054  HISTORY     - Date     Condition        Report By
 PS0054  HISTORY     - 1961     MONUMENTED       CGS
 PS0054  HISTORY     - 1971     MARK NOT FOUND   USGS
 PS0054
 PS0054                          STATION DESCRIPTION
 PS0054
 PS0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0054'12.7 MI S FROM DOLAND.
 PS0054'THIS MARK IS LOCATED ABOUT 12.7 MILES SOUTH ALONG A GRAVELED
 PS0054'ROAD FROM THE CITY WATER TANK AT DOLAND, ABOUT 0.15 MILE SOUTH
 PS0054'OF CROSSROADS, AND 74.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 PS0054'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PS0054
 PS0054                          STATION RECOVERY (1971)
 PS0054
 PS0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PS0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0218 ***********************************************************************
 QQ0218  DESIGNATION -  H 85
 QQ0218  PID         -  QQ0218
 QQ0218  STATE/COUNTY-  SD/CODINGTON
 QQ0218  COUNTRY     -  US
 QQ0218  USGS QUAD   -  WALLACE (2017)
 QQ0218
 QQ0218                         *CURRENT SURVEY CONTROL
 QQ0218  ______________________________________________________________________
 QQ0218* NAD 83(1986) POSITION- 45 05 11.     (N) 097 24 58.     (W)   SCALED
 QQ0218* NAVD 88 ORTHO HEIGHT -   533.727 (meters)     1751.07  (feet) ADJUSTED
 QQ0218  ______________________________________________________________________
 QQ0218  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 QQ0218  DYNAMIC HEIGHT  -        533.653 (meters)     1750.83  (feet) COMP
 QQ0218  MODELED GRAVITY -    980,461.1   (mgal)                       NAVD 88
 QQ0218
 QQ0218  VERT ORDER      -  SECOND    CLASS 0
 QQ0218
 QQ0218.The horizontal coordinates were scaled from a map and have
 QQ0218.an estimated accuracy of +/- 6 seconds.
 QQ0218
 QQ0218.The orthometric height was determined by differential leveling and
 QQ0218.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0218.in June 1991.
 QQ0218
 QQ0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0218.GEOID18 height accuracy estimate available here.
 QQ0218
 QQ0218.Click photographs - Photos may exist for this station.
 QQ0218
 QQ0218.The dynamic height is computed by dividing the NAVD 88
 QQ0218.geopotential number by the normal gravity value computed on the
 QQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0218.degrees latitude (g = 980.6199 gals.).
 QQ0218
 QQ0218.The modeled gravity was interpolated from observed gravity values.
 QQ0218
 QQ0218;                    North         East    Units  Estimated Accuracy
 QQ0218;SPC SD N     -   142,490.      803,380.      MT  (+/- 180 meters Scaled)
 QQ0218
 QQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ246937(NAD 83)
 QQ0218
 QQ0218                          SUPERSEDED SURVEY CONTROL
 QQ0218
 QQ0218  NGVD 29 (??/??/92)  533.416  (m)         1750.05   (f) ADJ UNCH    2 0
 QQ0218
 QQ0218.Superseded values are not recommended for survey control.
 QQ0218
 QQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0218.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0218
 QQ0218_MARKER: DB = BENCH MARK DISK
 QQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0218_STAMPING: H 85 1934
 QQ0218_MARK LOGO: CGS
 QQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0218+STABILITY: SURFACE MOTION
 QQ0218
 QQ0218  HISTORY     - Date     Condition        Report By
 QQ0218  HISTORY     - 1934     MONUMENTED       CGS
 QQ0218  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0218
 QQ0218                          STATION DESCRIPTION
 QQ0218
 QQ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0218'3.1 MI E FROM WALLACE.
 QQ0218'3.1 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0218'FROM THE STATION AT WALLACE, CODINGTON COUNTY, ABOUT 4 POLES
 QQ0218'EAST OF MILEPOST 255, 35 FEET SOUTH OF THE CENTER LINE OF THE
 QQ0218'TRACK, AND ABOUT 2 FEET HIGHER THE TRACK.  A STANDARD DISK,
 QQ0218'STAMPED H 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0218'NOTE-- MILEPOST AND POLES REMOVED.
 QQ0218
 QQ0218                          STATION RECOVERY (1973)
 QQ0218
 QQ0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0096 ***********************************************************************
 QR0096  DESIGNATION -  H 86
 QR0096  PID         -  QR0096
 QR0096  STATE/COUNTY-  SD/SPINK
 QR0096  COUNTRY     -  US
 QR0096  USGS QUAD   -  RANDOLPH (2017)
 QR0096
 QR0096                         *CURRENT SURVEY CONTROL
 QR0096  ______________________________________________________________________
 QR0096* NAD 83(1986) POSITION- 45 09 36.     (N) 098 08 42.     (W)   SCALED
 QR0096* NAVD 88 ORTHO HEIGHT -   395.085 (meters)     1296.21  (feet) ADJUSTED
 QR0096  ______________________________________________________________________
 QR0096  GEOID HEIGHT    -        -24.596 (meters)                     GEOID18
 QR0096  DYNAMIC HEIGHT  -        395.047 (meters)     1296.08  (feet) COMP
 QR0096  MODELED GRAVITY -    980,510.0   (mgal)                       NAVD 88
 QR0096
 QR0096  VERT ORDER      -  SECOND    CLASS 0
 QR0096
 QR0096.The horizontal coordinates were scaled from a map and have
 QR0096.an estimated accuracy of +/- 6 seconds.
 QR0096
 QR0096.The orthometric height was determined by differential leveling and
 QR0096.adjusted by the NATIONAL GEODETIC SURVEY
 QR0096.in June 1991.
 QR0096
 QR0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0096.GEOID18 height accuracy estimate available here.
 QR0096
 QR0096.Click photographs - Photos may exist for this station.
 QR0096
 QR0096.The dynamic height is computed by dividing the NAVD 88
 QR0096.geopotential number by the normal gravity value computed on the
 QR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0096.degrees latitude (g = 980.6199 gals.).
 QR0096
 QR0096.The modeled gravity was interpolated from observed gravity values.
 QR0096
 QR0096;                    North         East    Units  Estimated Accuracy
 QR0096;SPC SD N     -   149,090.      745,830.      MT  (+/- 180 meters Scaled)
 QR0096
 QR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR671010(NAD 83)
 QR0096
 QR0096                          SUPERSEDED SURVEY CONTROL
 QR0096
 QR0096  NGVD 29 (??/??/92)  394.824  (m)         1295.35   (f) ADJ UNCH    2 0
 QR0096
 QR0096.Superseded values are not recommended for survey control.
 QR0096
 QR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0096.See file dsdata.pdf to determine how the superseded data were derived.
 QR0096
 QR0096_MARKER: DB = BENCH MARK DISK
 QR0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0096_STAMPING: H 86 1934
 QR0096_MARK LOGO: CGS
 QR0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0096+STABILITY: SURFACE MOTION
 QR0096
 QR0096  HISTORY     - Date     Condition        Report By
 QR0096  HISTORY     - 1934     MONUMENTED       CGS
 QR0096
 QR0096                          STATION DESCRIPTION
 QR0096
 QR0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0096'2.5 MI W FROM CONDE.
 QR0096'2.5 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0096'FROM THE PEOPLES BANK AT CONDE, SPINK COUNTY, ABOUT 14 POLES
 QR0096'WEST OF MILEPOST 293, AT A PUBLIC-ROAD CROSSING, 33 FEET EAST
 QR0096'OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH OF THE CENTER
 QR0096'LINE OF THE TRACK, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND
 QR0096'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0096'H 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0131 ***********************************************************************
 QR0131  DESIGNATION -  H 87
 QR0131  PID         -  QR0131
 QR0131  STATE/COUNTY-  SD/FAULK
 QR0131  COUNTRY     -  US
 QR0131  USGS QUAD   -  CRESBARD (2017)
 QR0131
 QR0131                         *CURRENT SURVEY CONTROL
 QR0131  ______________________________________________________________________
 QR0131* NAD 83(1986) POSITION- 45 09 57.     (N) 098 55 08.     (W)   SCALED
 QR0131* NAVD 88 ORTHO HEIGHT -   436.373 (meters)     1431.67  (feet) ADJUSTED
 QR0131  ______________________________________________________________________
 QR0131  GEOID HEIGHT    -        -23.905 (meters)                     GEOID18
 QR0131  DYNAMIC HEIGHT  -        436.326 (meters)     1431.51  (feet) COMP
 QR0131  MODELED GRAVITY -    980,496.4   (mgal)                       NAVD 88
 QR0131
 QR0131  VERT ORDER      -  SECOND    CLASS 0
 QR0131
 QR0131.The horizontal coordinates were scaled from a map and have
 QR0131.an estimated accuracy of +/- 6 seconds.
 QR0131
 QR0131.The orthometric height was determined by differential leveling and
 QR0131.adjusted by the NATIONAL GEODETIC SURVEY
 QR0131.in June 1991.
 QR0131
 QR0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0131.GEOID18 height accuracy estimate available here.
 QR0131
 QR0131.Click photographs - Photos may exist for this station.
 QR0131
 QR0131.The dynamic height is computed by dividing the NAVD 88
 QR0131.geopotential number by the normal gravity value computed on the
 QR0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0131.degrees latitude (g = 980.6199 gals.).
 QR0131
 QR0131.The modeled gravity was interpolated from observed gravity values.
 QR0131
 QR0131;                    North         East    Units  Estimated Accuracy
 QR0131;SPC SD N     -   148,640.      684,990.      MT  (+/- 180 meters Scaled)
 QR0131
 QR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR063013(NAD 83)
 QR0131
 QR0131                          SUPERSEDED SURVEY CONTROL
 QR0131
 QR0131  NGVD 29 (??/??/92)  436.055  (m)         1430.62   (f) ADJ UNCH    2 0
 QR0131
 QR0131.Superseded values are not recommended for survey control.
 QR0131
 QR0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0131.See file dsdata.pdf to determine how the superseded data were derived.
 QR0131
 QR0131_MARKER: DB = BENCH MARK DISK
 QR0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0131_STAMPING: H 87 1934
 QR0131_MARK LOGO: CGS
 QR0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0131+STABILITY: SURFACE MOTION
 QR0131
 QR0131  HISTORY     - Date     Condition        Report By
 QR0131  HISTORY     - 1934     MONUMENTED       CGS
 QR0131
 QR0131                          STATION DESCRIPTION
 QR0131
 QR0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0131'1.4 MI E FROM CRESBARD.
 QR0131'1.4 MILES EAST OF DEPOT AT ALONG THE M AND ST L RAILROAD, 11
 QR0131'POLES WEST OF MILEPOLE 31.  33 FEET EAST OF CENTERLINE OF PUBLIC
 QR0131'ROAD CROSSING, THENCE 49 FEET SOUTH OF CENTERLINE OF TRACK.
 QR0131'3 FEET NORTH OF RIGHT OF WAY FENCE AND 1.5 FEET BELOW LEVEL OF
 QR0131'THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0170 ***********************************************************************
 QR0170  DESIGNATION -  H 88
 QR0170  PID         -  QR0170
 QR0170  STATE/COUNTY-  SD/MCPHERSON
 QR0170  COUNTRY     -  US
 QR0170  USGS QUAD   -  LEOLA (2017)
 QR0170
 QR0170                         *CURRENT SURVEY CONTROL
 QR0170  ______________________________________________________________________
 QR0170* NAD 83(1986) POSITION- 45 42 29.     (N) 098 55 51.     (W)   SCALED
 QR0170* NAVD 88 ORTHO HEIGHT -   478.820 (meters)     1570.93  (feet) ADJUSTED
 QR0170  ______________________________________________________________________
 QR0170  GEOID HEIGHT    -        -23.814 (meters)                     GEOID18
 QR0170  DYNAMIC HEIGHT  -        478.786 (meters)     1570.82  (feet) COMP
 QR0170  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 QR0170
 QR0170  VERT ORDER      -  SECOND    CLASS 0
 QR0170
 QR0170.The horizontal coordinates were scaled from a map and have
 QR0170.an estimated accuracy of +/- 6 seconds.
 QR0170
 QR0170.The orthometric height was determined by differential leveling and
 QR0170.adjusted by the NATIONAL GEODETIC SURVEY
 QR0170.in June 1991.
 QR0170
 QR0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0170.GEOID18 height accuracy estimate available here.
 QR0170
 QR0170.Click photographs - Photos may exist for this station.
 QR0170
 QR0170.The dynamic height is computed by dividing the NAVD 88
 QR0170.geopotential number by the normal gravity value computed on the
 QR0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0170.degrees latitude (g = 980.6199 gals.).
 QR0170
 QR0170.The modeled gravity was interpolated from observed gravity values.
 QR0170
 QR0170;                    North         East    Units  Estimated Accuracy
 QR0170;SPC SD N     -   208,880.      683,250.      MT  (+/- 180 meters Scaled)
 QR0170
 QR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR053616(NAD 83)
 QR0170
 QR0170                          SUPERSEDED SURVEY CONTROL
 QR0170
 QR0170  NGVD 29 (??/??/92)  478.471  (m)         1569.78   (f) ADJ UNCH    2 0
 QR0170
 QR0170.Superseded values are not recommended for survey control.
 QR0170
 QR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0170.See file dsdata.pdf to determine how the superseded data were derived.
 QR0170
 QR0170_MARKER: DB = BENCH MARK DISK
 QR0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0170_STAMPING: H 88 1934
 QR0170_MARK LOGO: CGS
 QR0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0170+STABILITY: SURFACE MOTION
 QR0170
 QR0170  HISTORY     - Date     Condition        Report By
 QR0170  HISTORY     - 1934     MONUMENTED       CGS
 QR0170
 QR0170                          STATION DESCRIPTION
 QR0170
 QR0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0170'1.5 MI S FROM LEOLA.
 QR0170'1.5 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 QR0170'AT LEOLA, MC PHERSON COUNTY, AT A SECTION CORNER, ABOUT 35 FEET
 QR0170'NORTH AND 30 FEET WEST OF THE INTERSECTION OF A CROSS ROAD, AT
 QR0170'THE SOUTHEAST CORNER OF A CEMETERY, 4 FEET NORTH AND 2 FEET
 QR0170'EAST OF THE SOUTHEAST CORNER OF THE CEMETERY FENCE, AND ABOUT
 QR0170'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 88
 QR0170'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0136 ***********************************************************************
 QR0136  DESIGNATION -  H 89
 QR0136  PID         -  QR0136
 QR0136  STATE/COUNTY-  SD/MCPHERSON
 QR0136  COUNTRY     -  US
 QR0136  USGS QUAD   -  LEOLA (2017)
 QR0136
 QR0136                         *CURRENT SURVEY CONTROL
 QR0136  ______________________________________________________________________
 QR0136* NAD 83(1986) POSITION- 45 43 22.     (N) 098 57 05.     (W)   SCALED
 QR0136* NAVD 88 ORTHO HEIGHT -   487.734 (meters)     1600.17  (feet) ADJUSTED
 QR0136  ______________________________________________________________________
 QR0136  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 QR0136  DYNAMIC HEIGHT  -        487.699 (meters)     1600.06  (feet) COMP
 QR0136  MODELED GRAVITY -    980,528.8   (mgal)                       NAVD 88
 QR0136
 QR0136  VERT ORDER      -  SECOND    CLASS 0
 QR0136
 QR0136.The horizontal coordinates were scaled from a map and have
 QR0136.an estimated accuracy of +/- 6 seconds.
 QR0136
 QR0136.The orthometric height was determined by differential leveling and
 QR0136.adjusted by the NATIONAL GEODETIC SURVEY
 QR0136.in June 1991.
 QR0136
 QR0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0136.GEOID18 height accuracy estimate available here.
 QR0136
 QR0136.Click photographs - Photos may exist for this station.
 QR0136
 QR0136.The dynamic height is computed by dividing the NAVD 88
 QR0136.geopotential number by the normal gravity value computed on the
 QR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0136.degrees latitude (g = 980.6199 gals.).
 QR0136
 QR0136.The modeled gravity was interpolated from observed gravity values.
 QR0136
 QR0136;                    North         East    Units  Estimated Accuracy
 QR0136;SPC SD N     -   210,500.      681,630.      MT  (+/- 180 meters Scaled)
 QR0136
 QR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR037632(NAD 83)
 QR0136
 QR0136                          SUPERSEDED SURVEY CONTROL
 QR0136
 QR0136  NGVD 29 (??/??/92)  487.381  (m)         1599.02   (f) ADJ UNCH    2 0
 QR0136
 QR0136.Superseded values are not recommended for survey control.
 QR0136
 QR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0136.See file dsdata.pdf to determine how the superseded data were derived.
 QR0136
 QR0136_MARKER: DB = BENCH MARK DISK
 QR0136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0136_SP_SET: CULVERT HEADWALL
 QR0136_STAMPING: H 89 1934
 QR0136_MARK LOGO: CGS
 QR0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0136+STABILITY: SURFACE MOTION
 QR0136
 QR0136  HISTORY     - Date     Condition        Report By
 QR0136  HISTORY     - 1934     MONUMENTED       CGS
 QR0136  HISTORY     - 1940     GOOD             CGS
 QR0136
 QR0136                          STATION DESCRIPTION
 QR0136
 QR0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0136'0.9 MI W FROM LEOLA.
 QR0136'0.9 MILE WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL AT
 QR0136'LEOLA, MC PHERSON COUNTY, 135.3 FEET WEST OF THE CENTER LINE OF
 QR0136'A SECTION-LINE ROAD, AT A 2-FOOT CORRUGATED METAL PIPE CULVERT,
 QR0136'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL, 14.0
 QR0136'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET EAST OF
 QR0136'A WHITE REFERENCE POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 QR0136'STANDARD DISK, STAMPED H 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0202 ***********************************************************************
 OS0202  DESIGNATION -  H 9
 OS0202  PID         -  OS0202
 OS0202  STATE/COUNTY-  SD/JONES
 OS0202  COUNTRY     -  US
 OS0202  USGS QUAD   -  OKATON NE (2017)
 OS0202
 OS0202                         *CURRENT SURVEY CONTROL
 OS0202  ______________________________________________________________________
 OS0202* NAD 83(1986) POSITION- 43 53 44.     (N) 100 48 20.     (W)   SCALED
 OS0202* NAVD 88 ORTHO HEIGHT -   726.622 (meters)     2383.93  (feet) ADJUSTED
 OS0202  ______________________________________________________________________
 OS0202  GEOID HEIGHT    -        -23.861 (meters)                     GEOID18
 OS0202  DYNAMIC HEIGHT  -        726.386 (meters)     2383.15  (feet) COMP
 OS0202  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 OS0202
 OS0202  VERT ORDER      -  FIRST     CLASS II
 OS0202
 OS0202.The horizontal coordinates were scaled from a map and have
 OS0202.an estimated accuracy of +/- 6 seconds.
 OS0202
 OS0202.The orthometric height was determined by differential leveling and
 OS0202.adjusted by the NATIONAL GEODETIC SURVEY
 OS0202.in June 1991.
 OS0202
 OS0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0202.GEOID18 height accuracy estimate available here.
 OS0202
 OS0202.Click photographs - Photos may exist for this station.
 OS0202
 OS0202.The dynamic height is computed by dividing the NAVD 88
 OS0202.geopotential number by the normal gravity value computed on the
 OS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0202.degrees latitude (g = 980.6199 gals.).
 OS0202
 OS0202.The modeled gravity was interpolated from observed gravity values.
 OS0202
 OS0202;                    North         East    Units  Estimated Accuracy
 OS0202;SPC SD S     -   173,660.      562,060.      MT  (+/- 180 meters Scaled)
 OS0202
 OS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP549618(NAD 83)
 OS0202
 OS0202                          SUPERSEDED SURVEY CONTROL
 OS0202
 OS0202  NGVD 29 (??/??/92)  726.162  (m)         2382.42   (f) ADJ UNCH    1 2
 OS0202
 OS0202.Superseded values are not recommended for survey control.
 OS0202
 OS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0202.See file dsdata.pdf to determine how the superseded data were derived.
 OS0202
 OS0202_MARKER: DB = BENCH MARK DISK
 OS0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0202_STAMPING: H 9 1925 2382.469
 OS0202_MARK LOGO: CGS
 OS0202_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0202+STABILITY: SURFACE MOTION
 OS0202
 OS0202  HISTORY     - Date     Condition        Report By
 OS0202  HISTORY     - 1925     MONUMENTED       CGS
 OS0202  HISTORY     - 1962     GOOD             CGS
 OS0202  HISTORY     - 1985     GOOD             NGS
 OS0202
 OS0202                          STATION DESCRIPTION
 OS0202
 OS0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0202'5.1 MI W FROM MURDO.
 OS0202'ABOUT 5.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0202'PACIFIC RAILROAD FROM THE STATION AT MURDO, OR 5.5 MILES NORTHEAST
 OS0202'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM
 OS0202'THE GRAIN ELEVATOR AT OKATON, ABOUT MIDWAY BETWEEN THE 15TH AND
 OS0202'16TH POLE WEST OF MILE POST 521, IN SECTION 6, T 2 S, R 28 E,
 OS0202'37 FEET SOUTH OF THE SOUTH RAIL, 11 FEET NORTH OF A FENCE, 1.6
 OS0202'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS,
 OS0202'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 OS0202
 OS0202                          STATION RECOVERY (1985)
 OS0202
 OS0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0202'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.14
 OS0202'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE
 OS0202'1.00 KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE 6.4 KM
 OS0202'(3.82 MI) WEST ALONG A DIRT ROAD FOLLOWING THE SECTION LINE, THENCE
 OS0202'0.55 KM (0.34 MI) WEST-NORTHWEST ALONG THE OLD ABANDON RAILROAD, AT
 OS0202'THE EAST END OF A RAILROAD CUT, 11.3 METERS (37 FT) SOUTH OF THE SOUTH
 OS0202'RAIL AND 3.4 METERS (11 FT) NORTH OF A FENCE.
 OS0202'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 OS0202'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0656 ***********************************************************************
 PU0656  DESIGNATION -  H 9 B 1
 PU0656  PID         -  PU0656
 PU0656  STATE/COUNTY-  SD/MEADE
 PU0656  COUNTRY     -  US
 PU0656  USGS QUAD   -  HEREFORD (2017)
 PU0656
 PU0656                         *CURRENT SURVEY CONTROL
 PU0656  ______________________________________________________________________
 PU0656* NAD 83(1986) POSITION- 44 26 00.     (N) 102 55 26.     (W)   SCALED
 PU0656* NAVD 88 ORTHO HEIGHT -   850.823 (meters)     2791.41  (feet) ADJUSTED
 PU0656  ______________________________________________________________________
 PU0656  GEOID HEIGHT    -        -17.523 (meters)                     GEOID18
 PU0656  DYNAMIC HEIGHT  -        850.589 (meters)     2790.64  (feet) COMP
 PU0656  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PU0656
 PU0656  VERT ORDER      -  SECOND    CLASS 0
 PU0656
 PU0656.The horizontal coordinates were scaled from a map and have
 PU0656.an estimated accuracy of +/- 6 seconds.
 PU0656
 PU0656.The orthometric height was determined by differential leveling and
 PU0656.adjusted by the NATIONAL GEODETIC SURVEY
 PU0656.in June 1991.
 PU0656
 PU0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0656.GEOID18 height accuracy estimate available here.
 PU0656
 PU0656.Click photographs - Photos may exist for this station.
 PU0656
 PU0656.The dynamic height is computed by dividing the NAVD 88
 PU0656.geopotential number by the normal gravity value computed on the
 PU0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0656.degrees latitude (g = 980.6199 gals.).
 PU0656
 PU0656.The modeled gravity was interpolated from observed gravity values.
 PU0656
 PU0656;                    North         East    Units  Estimated Accuracy
 PU0656;SPC SD N     -    70,880.      367,250.      MT  (+/- 180 meters Scaled)
 PU0656
 PU0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK652221(NAD 83)
 PU0656
 PU0656                          SUPERSEDED SURVEY CONTROL
 PU0656
 PU0656  NGVD 29 (??/??/92)  850.36   (m)         2789.9    (f) COMPUTED    2 0
 PU0656
 PU0656.Superseded values are not recommended for survey control.
 PU0656
 PU0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0656.See file dsdata.pdf to determine how the superseded data were derived.
 PU0656
 PU0656_MARKER: Z = SEE DESCRIPTION
 PU0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0656_SP_SET: PIER
 PU0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0656
 PU0656  HISTORY     - Date     Condition        Report By
 PU0656  HISTORY     - UNK      MONUMENTED       USAF
 PU0656  HISTORY     - 1962     GOOD             CGS
 PU0656
 PU0656                          STATION DESCRIPTION
 PU0656
 PU0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0656'4.6 MI NW FROM HEREFORD.
 PU0656'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0656'THENCE 3.15 MILES NORTH ALONG A GRAVEL ROAD, 0.15 MILE NORTH OF
 PU0656'THE INTERSECTION OF AN EAST-WEST CROSS ROAD, 33 1/2 FEET EAST OF
 PU0656'THE CENTER LINE OF THE ROAD, THE CENTER OF A TRIBRACH MOUNTED ON
 PU0656'THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0655 ***********************************************************************
 PU0655  DESIGNATION -  H 9 B 2
 PU0655  PID         -  PU0655
 PU0655  STATE/COUNTY-  SD/MEADE
 PU0655  COUNTRY     -  US
 PU0655  USGS QUAD   -  HEREFORD (2017)
 PU0655
 PU0655                         *CURRENT SURVEY CONTROL
 PU0655  ______________________________________________________________________
 PU0655* NAD 83(1986) POSITION- 44 26 13.     (N) 102 55 26.     (W)   SCALED
 PU0655* NAVD 88 ORTHO HEIGHT -   856.015 (meters)     2808.44  (feet) ADJUSTED
 PU0655  ______________________________________________________________________
 PU0655  GEOID HEIGHT    -        -17.526 (meters)                     GEOID18
 PU0655  DYNAMIC HEIGHT  -        855.781 (meters)     2807.67  (feet) COMP
 PU0655  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PU0655
 PU0655  VERT ORDER      -  SECOND    CLASS 0
 PU0655
 PU0655.The horizontal coordinates were scaled from a map and have
 PU0655.an estimated accuracy of +/- 6 seconds.
 PU0655
 PU0655.The orthometric height was determined by differential leveling and
 PU0655.adjusted by the NATIONAL GEODETIC SURVEY
 PU0655.in June 1991.
 PU0655
 PU0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0655.GEOID18 height accuracy estimate available here.
 PU0655
 PU0655.Click photographs - Photos may exist for this station.
 PU0655
 PU0655.The dynamic height is computed by dividing the NAVD 88
 PU0655.geopotential number by the normal gravity value computed on the
 PU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0655.degrees latitude (g = 980.6199 gals.).
 PU0655
 PU0655.The modeled gravity was interpolated from observed gravity values.
 PU0655
 PU0655;                    North         East    Units  Estimated Accuracy
 PU0655;SPC SD N     -    71,280.      367,270.      MT  (+/- 180 meters Scaled)
 PU0655
 PU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK652225(NAD 83)
 PU0655
 PU0655                          SUPERSEDED SURVEY CONTROL
 PU0655
 PU0655  NGVD 29 (??/??/92)  855.56   (m)         2806.9    (f) COMPUTED    2 0
 PU0655
 PU0655.Superseded values are not recommended for survey control.
 PU0655
 PU0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0655.See file dsdata.pdf to determine how the superseded data were derived.
 PU0655
 PU0655_MARKER: Z = SEE DESCRIPTION
 PU0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0655_SP_SET: PIER
 PU0655_STAMPING: H 9 B 2
 PU0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0655
 PU0655  HISTORY     - Date     Condition        Report By
 PU0655  HISTORY     - UNK      MONUMENTED       USAF
 PU0655  HISTORY     - 1962     GOOD             CGS
 PU0655
 PU0655                          STATION DESCRIPTION
 PU0655
 PU0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0655'4.8 MI NW FROM HEREFORD.
 PU0655'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0655'THENCE 3.45 MILES NORTH ALONG A GRAVEL ROAD, 0.1 MILE NORTH OF
 PU0655'THE JUNCTION OF A DIRT ROAD EAST, 52 1/2 FEET EAST OF THE CENTER
 PU0655'LINE OF THE ROAD, 20 FEET SOUTHEAST OF A POWER POLE, THE CENTER OF
 PU0655'A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU0655'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0338 ***********************************************************************
 QQ0338  DESIGNATION -  H 91
 QQ0338  PID         -  QQ0338
 QQ0338  STATE/COUNTY-  SD/MARSHALL
 QQ0338  COUNTRY     -  US
 QQ0338  USGS QUAD   -  BRITTON WEST (2017)
 QQ0338
 QQ0338                         *CURRENT SURVEY CONTROL
 QQ0338  ______________________________________________________________________
 QQ0338* NAD 83(1986) POSITION- 45 45 45.14   (N) 097 45 47.53   (W)   HD_HELD1
 QQ0338* NAVD 88 ORTHO HEIGHT -   403.592 (meters)     1324.12  (feet) ADJUSTED
 QQ0338  ______________________________________________________________________
 QQ0338  GEOID HEIGHT    -        -25.279 (meters)                     GEOID18
 QQ0338  DYNAMIC HEIGHT  -        403.574 (meters)     1324.06  (feet) COMP
 QQ0338  MODELED GRAVITY -    980,558.1   (mgal)                       NAVD 88
 QQ0338
 QQ0338  VERT ORDER      -  SECOND    CLASS 0
 QQ0338
 QQ0338.The horizontal coordinates were determined by differentially corrected
 QQ0338.hand held GPS observations or other comparable positioning techniques
 QQ0338.and have an estimated accuracy of +/- 3 meters.
 QQ0338
 QQ0338.The orthometric height was determined by differential leveling and
 QQ0338.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0338.in June 1991.
 QQ0338
 QQ0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0338.GEOID18 height accuracy estimate available here.
 QQ0338
 QQ0338.Click photographs - Photos may exist for this station.
 QQ0338
 QQ0338.The dynamic height is computed by dividing the NAVD 88
 QQ0338.geopotential number by the normal gravity value computed on the
 QQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0338.degrees latitude (g = 980.6199 gals.).
 QQ0338
 QQ0338.The modeled gravity was interpolated from observed gravity values.
 QQ0338
 QQ0338;                    North         East    Units  Estimated Accuracy
 QQ0338;SPC SD N     -   216,791.3     773,990.1     MT  (+/- 3 meters HH1 GPS) 
 QQ0338
 QQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9617668408(NAD 83)
 QQ0338
 QQ0338                          SUPERSEDED SURVEY CONTROL
 QQ0338
 QQ0338  NGVD 29 (??/??/92)  403.312  (m)         1323.20   (f) ADJ UNCH    2 0
 QQ0338
 QQ0338.Superseded values are not recommended for survey control.
 QQ0338
 QQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0338.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0338
 QQ0338_MARKER: DB = BENCH MARK DISK
 QQ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0338_STAMPING: H 91 1934
 QQ0338_MARK LOGO: CGS
 QQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0338+STABILITY: SURFACE MOTION
 QQ0338
 QQ0338  HISTORY     - Date     Condition        Report By
 QQ0338  HISTORY     - 1934     MONUMENTED       CGS
 QQ0338
 QQ0338                          STATION DESCRIPTION
 QQ0338
 QQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0338'1.9 MI S FROM BRITTON.
 QQ0338'ABOUT 1.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0338'AND PACIFIC RAILROAD FROM THE STATION AT BRITTON, MARSHALL
 QQ0338'COUNTY, ABOUT 6 POLES NORTH OF MILEPOST 26, AT A PUBLIC-ROAD
 QQ0338'CROSSING, ABOUT 110 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QQ0338'42 FEET EAST OF THE CENTER LINE OF THE TRACK, IN LINE WITH A
 QQ0338'ROW OF POLES, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 QQ0338'DISK, STAMPED H 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0203 ***********************************************************************
 QQ0203  DESIGNATION -  H 92
 QQ0203  PID         -  QQ0203
 QQ0203  STATE/COUNTY-  SD/ROBERTS
 QQ0203  COUNTRY     -  US
 QQ0203  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0203
 QQ0203                         *CURRENT SURVEY CONTROL
 QQ0203  ______________________________________________________________________
 QQ0203* NAD 83(1986) POSITION- 45 50 53.     (N) 097 01 15.     (W)   SCALED
 QQ0203* NAVD 88 ORTHO HEIGHT -   373.673 (meters)     1225.96  (feet) ADJUSTED
 QQ0203  ______________________________________________________________________
 QQ0203  GEOID HEIGHT    -        -25.869 (meters)                     GEOID18
 QQ0203  DYNAMIC HEIGHT  -        373.668 (meters)     1225.94  (feet) COMP
 QQ0203  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 QQ0203
 QQ0203  VERT ORDER      -  SECOND    CLASS 0
 QQ0203
 QQ0203.The horizontal coordinates were scaled from a map and have
 QQ0203.an estimated accuracy of +/- 6 seconds.
 QQ0203
 QQ0203.The orthometric height was determined by differential leveling and
 QQ0203.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0203.in June 1991.
 QQ0203
 QQ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0203.GEOID18 height accuracy estimate available here.
 QQ0203
 QQ0203.Click photographs - Photos may exist for this station.
 QQ0203
 QQ0203.The dynamic height is computed by dividing the NAVD 88
 QQ0203.geopotential number by the normal gravity value computed on the
 QQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0203.degrees latitude (g = 980.6199 gals.).
 QQ0203
 QQ0203.The modeled gravity was interpolated from observed gravity values.
 QQ0203
 QQ0203;                    North         East    Units  Estimated Accuracy
 QQ0203;SPC SD N     -   228,150.      831,360.      MT  (+/- 180 meters Scaled)
 QQ0203
 QQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR536790(NAD 83)
 QQ0203
 QQ0203                          SUPERSEDED SURVEY CONTROL
 QQ0203
 QQ0203  NGVD 29 (??/??/92)  373.448  (m)         1225.22   (f) ADJ UNCH    2 0
 QQ0203
 QQ0203.Superseded values are not recommended for survey control.
 QQ0203
 QQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0203.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0203
 QQ0203_MARKER: DB = BENCH MARK DISK
 QQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0203_STAMPING: H 92 1934
 QQ0203_MARK LOGO: CGS
 QQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0203+STABILITY: SURFACE MOTION
 QQ0203
 QQ0203  HISTORY     - Date     Condition        Report By
 QQ0203  HISTORY     - 1934     MONUMENTED       CGS
 QQ0203
 QQ0203                          STATION DESCRIPTION
 QQ0203
 QQ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0203'0.5 MI S FROM HAMMER.
 QQ0203'0.5 MILE SOUTH ALONG U.S. HIGHWAY 81 FROM THE MINNEAPOLIS,
 QQ0203'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION AT HAMMER, ROBERTS
 QQ0203'COUNTY, 57 FEET SOUTH OF A ROAD CROSSING, IN THE TRIANGLE FORMED
 QQ0203'BY A WYE IN THE HIGHWAY, AND 36 FEET EAST OF THE CENTER LINE
 QQ0203'OF THE HIGHWAY LEADING TO HAMMER.  A STANDARD DISK, STAMPED
 QQ0203'H 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0206 ***********************************************************************
 QQ0206  DESIGNATION -  H 93
 QQ0206  PID         -  QQ0206
 QQ0206  STATE/COUNTY-  SD/ROBERTS
 QQ0206  COUNTRY     -  US
 QQ0206  USGS QUAD   -  SISSETON (2017)
 QQ0206
 QQ0206                         *CURRENT SURVEY CONTROL
 QQ0206  ______________________________________________________________________
 QQ0206* NAD 83(1986) POSITION- 45 39 36.     (N) 097 00 46.     (W)   SCALED
 QQ0206* NAVD 88 ORTHO HEIGHT -   357.309 (meters)     1172.27  (feet) ADJUSTED
 QQ0206  ______________________________________________________________________
 QQ0206  GEOID HEIGHT    -        -25.812 (meters)                     GEOID18
 QQ0206  DYNAMIC HEIGHT  -        357.292 (meters)     1172.22  (feet) COMP
 QQ0206  MODELED GRAVITY -    980,559.2   (mgal)                       NAVD 88
 QQ0206
 QQ0206  VERT ORDER      -  SECOND    CLASS 0
 QQ0206
 QQ0206.The horizontal coordinates were scaled from a map and have
 QQ0206.an estimated accuracy of +/- 6 seconds.
 QQ0206
 QQ0206.The orthometric height was determined by differential leveling and
 QQ0206.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0206.in June 1991.
 QQ0206
 QQ0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0206.GEOID18 height accuracy estimate available here.
 QQ0206
 QQ0206.Click photographs - Photos may exist for this station.
 QQ0206
 QQ0206.The dynamic height is computed by dividing the NAVD 88
 QQ0206.geopotential number by the normal gravity value computed on the
 QQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0206.degrees latitude (g = 980.6199 gals.).
 QQ0206
 QQ0206.The modeled gravity was interpolated from observed gravity values.
 QQ0206
 QQ0206;                    North         East    Units  Estimated Accuracy
 QQ0206;SPC SD N     -   207,290.      832,760.      MT  (+/- 180 meters Scaled)
 QQ0206
 QQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR548581(NAD 83)
 QQ0206
 QQ0206                          SUPERSEDED SURVEY CONTROL
 QQ0206
 QQ0206  NGVD 29 (??/??/92)  357.06   (m)         1171.5    (f) COMPUTED    2 0
 QQ0206
 QQ0206.Superseded values are not recommended for survey control.
 QQ0206
 QQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0206.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0206
 QQ0206_MARKER: DB = BENCH MARK DISK
 QQ0206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0206_SP_SET: CULVERT
 QQ0206_STAMPING: H 93 1934
 QQ0206_MARK LOGO: CGS
 QQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0206+STABILITY: SURFACE MOTION
 QQ0206
 QQ0206  HISTORY     - Date     Condition        Report By
 QQ0206  HISTORY     - 1934     MONUMENTED       CGS
 QQ0206
 QQ0206                          STATION DESCRIPTION
 QQ0206
 QQ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0206'1.6 MI SE FROM SISSETON.
 QQ0206'1.6 MILES SOUTHEAST OF SISSETON MUNICIPAL TOURIST PARK ALONG
 QQ0206'STATE HIGHWAY 10 SET IN THE CENTER OF THE SOUTH HEADWALL OF
 QQ0206'6 FOOT BY 6 FOOT CONCRETE BOX CULVERT, 129 FEET WEST OF FIELD
 QQ0206'ENTRANCE, THENCE 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QQ0206'3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0207 ***********************************************************************
 QQ0207  DESIGNATION -  H 93 RESET
 QQ0207  PID         -  QQ0207
 QQ0207  STATE/COUNTY-  SD/ROBERTS
 QQ0207  COUNTRY     -  US
 QQ0207  USGS QUAD   -  SISSETON (2017)
 QQ0207
 QQ0207                         *CURRENT SURVEY CONTROL
 QQ0207  ______________________________________________________________________
 QQ0207* NAD 83(1986) POSITION- 45 39 36.     (N) 097 00 46.     (W)   SCALED
 QQ0207* NAVD 88 ORTHO HEIGHT -   356.44  (meters)     1169.4   (feet) RESET
 QQ0207  ______________________________________________________________________
 QQ0207  GEOID HEIGHT    -        -25.812 (meters)                     GEOID18
 QQ0207  VERT ORDER      -  THIRD
 QQ0207
 QQ0207.The horizontal coordinates were scaled from a map and have
 QQ0207.an estimated accuracy of +/- 6 seconds.
 QQ0207
 QQ0207.The orthometric height was computed from unverified reset data.
 QQ0207
 QQ0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0207.GEOID18 height accuracy estimate available here.
 QQ0207
 QQ0207.Click photographs - Photos may exist for this station.
 QQ0207
 QQ0207;                    North         East    Units  Estimated Accuracy
 QQ0207;SPC SD N     -   207,290.      832,760.      MT  (+/- 180 meters Scaled)
 QQ0207
 QQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR548581(NAD 83)
 QQ0207
 QQ0207                          SUPERSEDED SURVEY CONTROL
 QQ0207
 QQ0207.No superseded survey control is available for this station.
 QQ0207
 QQ0207_MARKER: DB = BENCH MARK DISK
 QQ0207_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0207_SP_SET: CULVERT
 QQ0207_STAMPING: H 93 RESET 1939
 QQ0207_MARK LOGO: CGS
 QQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0207+STABILITY: SURFACE MOTION
 QQ0207
 QQ0207  HISTORY     - Date     Condition        Report By
 QQ0207  HISTORY     - 1939     MONUMENTED       SDHD
 QQ0207  HISTORY     - 19900725 MARK NOT FOUND   NGS
 QQ0207
 QQ0207                          STATION DESCRIPTION
 QQ0207
 QQ0207'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1939
 QQ0207'AT SISSETON.
 QQ0207'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL
 QQ0207'TOURIST PARK AT SISSETON, ROBERTS COUNTY, 129 FEET WEST OF THE
 QQ0207'ENTRANCE TO A FIELD, AT A 6- BY 6-FOOT CONCRETE-BOX CULVERT,
 QQ0207'IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL, 12 FEET
 QQ0207'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER
 QQ0207'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 93 RESET 1939.
 QQ0207
 QQ0207                          STATION RECOVERY (1990)
 QQ0207
 QQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0400 ***********************************************************************
 PR0400  DESIGNATION -  H 94
 PR0400  PID         -  PR0400
 PR0400  STATE/COUNTY-  SD/HAMLIN
 PR0400  COUNTRY     -  US
 PR0400  USGS QUAD   -  LAKE POINSETT (2017)
 PR0400
 PR0400                         *CURRENT SURVEY CONTROL
 PR0400  ______________________________________________________________________
 PR0400* NAD 83(1986) POSITION- 44 36 09.     (N) 097 02 41.     (W)   SCALED
 PR0400* NAVD 88 ORTHO HEIGHT -   507.036 (meters)     1663.50  (feet) ADJUSTED
 PR0400  ______________________________________________________________________
 PR0400  GEOID HEIGHT    -        -24.925 (meters)                     GEOID18
 PR0400  DYNAMIC HEIGHT  -        506.957 (meters)     1663.24  (feet) COMP
 PR0400  MODELED GRAVITY -    980,446.0   (mgal)                       NAVD 88
 PR0400
 PR0400  VERT ORDER      -  SECOND    CLASS 0
 PR0400
 PR0400.The horizontal coordinates were scaled from a map and have
 PR0400.an estimated accuracy of +/- 6 seconds.
 PR0400
 PR0400.The orthometric height was determined by differential leveling and
 PR0400.adjusted by the NATIONAL GEODETIC SURVEY
 PR0400.in June 1991.
 PR0400
 PR0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0400.GEOID18 height accuracy estimate available here.
 PR0400
 PR0400.Click photographs - Photos may exist for this station.
 PR0400
 PR0400.The dynamic height is computed by dividing the NAVD 88
 PR0400.geopotential number by the normal gravity value computed on the
 PR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0400.degrees latitude (g = 980.6199 gals.).
 PR0400
 PR0400.The modeled gravity was interpolated from observed gravity values.
 PR0400
 PR0400;                    North         East    Units  Estimated Accuracy
 PR0400;SPC SD N     -    89,750.      834,560.      MT  (+/- 180 meters Scaled)
 PR0400
 PR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ551406(NAD 83)
 PR0400
 PR0400                          SUPERSEDED SURVEY CONTROL
 PR0400
 PR0400  NGVD 29 (??/??/92)  506.758  (m)         1662.59   (f) ADJ UNCH    2 0
 PR0400
 PR0400.Superseded values are not recommended for survey control.
 PR0400
 PR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0400.See file dsdata.pdf to determine how the superseded data were derived.
 PR0400
 PR0400_MARKER: DB = BENCH MARK DISK
 PR0400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0400_SP_SET: CULVERT HEADWALL
 PR0400_STAMPING: H 94 1934
 PR0400_MARK LOGO: CGS
 PR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0400+STABILITY: SURFACE MOTION
 PR0400
 PR0400  HISTORY     - Date     Condition        Report By
 PR0400  HISTORY     - 1934     MONUMENTED       CGS
 PR0400  HISTORY     - 1949     GOOD             CGS
 PR0400  HISTORY     - 20061129 MARK NOT FOUND   INDIV
 PR0400
 PR0400                          STATION DESCRIPTION
 PR0400
 PR0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0400'8.9 MI W FROM ESTELLINE.
 PR0400'8.9 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND NORTH
 PR0400'WESTERN RAILWAY STATION AT ESTELLINE, 0.15 MILE EAST OF A ROAD
 PR0400'INTERSECTION, ABOUT 800 FEET NORTH OF THE NORTHEAST END OF LAKE
 PR0400'POINSETT, ABOUT 450.0 FEET NORTHEAST OF A RED BARN, 17.0 FEET
 PR0400'SOUTH OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 PR0400'AND SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL
 PR0400'OF A 24-INCH CONCRETE TILE CULVERT.
 PR0400
 PR0400                          STATION RECOVERY (2006)
 PR0400
 PR0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 PR0400'THE HEADWALL AND CULVERT HAVE EITHER BEEN ELIMINATED OR REPLACED
 PR0400'DURING MODERNIZATION OF HWY 28.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0518 ***********************************************************************
 PR0518  DESIGNATION -  H 95
 PR0518  PID         -  PR0518
 PR0518  STATE/COUNTY-  SD/BROOKINGS
 PR0518  COUNTRY     -  US
 PR0518  USGS QUAD   -  LAKE SINAI (2017)
 PR0518
 PR0518                         *CURRENT SURVEY CONTROL
 PR0518  ______________________________________________________________________
 PR0518* NAD 83(1986) POSITION- 44 20 59.     (N) 097 02 54.     (W)   SCALED
 PR0518* NAVD 88 ORTHO HEIGHT -   528.206 (meters)     1732.96  (feet) ADJUSTED
 PR0518  ______________________________________________________________________
 PR0518  GEOID HEIGHT    -        -25.136 (meters)                     GEOID18
 PR0518  DYNAMIC HEIGHT  -        528.106 (meters)     1732.63  (feet) COMP
 PR0518  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 PR0518
 PR0518  VERT ORDER      -  SECOND    CLASS 0
 PR0518
 PR0518.The horizontal coordinates were scaled from a map and have
 PR0518.an estimated accuracy of +/- 6 seconds.
 PR0518
 PR0518.The orthometric height was determined by differential leveling and
 PR0518.adjusted by the NATIONAL GEODETIC SURVEY
 PR0518.in June 1991.
 PR0518
 PR0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0518.GEOID18 height accuracy estimate available here.
 PR0518
 PR0518.Click photographs - Photos may exist for this station.
 PR0518
 PR0518.The dynamic height is computed by dividing the NAVD 88
 PR0518.geopotential number by the normal gravity value computed on the
 PR0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0518.degrees latitude (g = 980.6199 gals.).
 PR0518
 PR0518.The modeled gravity was interpolated from observed gravity values.
 PR0518
 PR0518;                    North         East    Units  Estimated Accuracy
 PR0518;SPC SD N     -    61,670.      835,300.      MT  (+/- 180 meters Scaled)
 PR0518
 PR0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ555125(NAD 83)
 PR0518
 PR0518                          SUPERSEDED SURVEY CONTROL
 PR0518
 PR0518  NGVD 29 (??/??/92)  527.936  (m)         1732.07   (f) ADJ UNCH    2 0
 PR0518
 PR0518.Superseded values are not recommended for survey control.
 PR0518
 PR0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0518.See file dsdata.pdf to determine how the superseded data were derived.
 PR0518
 PR0518_MARKER: DB = BENCH MARK DISK
 PR0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0518_STAMPING: H 95 1934
 PR0518_MARK LOGO: CGS
 PR0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0518+STABILITY: SURFACE MOTION
 PR0518
 PR0518  HISTORY     - Date     Condition        Report By
 PR0518  HISTORY     - 1934     MONUMENTED       CGS
 PR0518  HISTORY     - 1949     GOOD             CGS
 PR0518  HISTORY     - 1964     MARK NOT FOUND   USGS
 PR0518
 PR0518                          STATION DESCRIPTION
 PR0518
 PR0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0518'4.5 MI E FROM ARLINGTON.
 PR0518'IN BROOKINGS COUNTY, 4.5 MILES EAST ALONG THE CHICAGO AND NORTH
 PR0518'WESTERN RAILWAY FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND
 PR0518'MAIN STREET AT ARLINGTON, KINGSBURY COUNTY, 6 POLES EAST OF
 PR0518'MILEPOST 304, 42 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0518'52 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 10 FEET WEST OF A
 PR0518'POLE, AND ABOUT 4-1/2 FEET HIGHER THAN THE RAIL.  A STANDARD
 PR0518'DISK, STAMPED H 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0518'NOTE-- 1964-REPORT BM BELIEVED TO HAVE BEEN DESTROYED BY RECENT
 PR0518'ROAD CONSTRUCTION.
 PR0518
 PR0518                          STATION RECOVERY (1964)
 PR0518
 PR0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PR0518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1110 ***********************************************************************
 PT1110  DESIGNATION -  HAAKON
 PT1110  PID         -  PT1110
 PT1110  STATE/COUNTY-  SD/HAAKON
 PT1110  COUNTRY     -  US
 PT1110  USGS QUAD   -  ALLEMAN STATION (2017)
 PT1110
 PT1110                         *CURRENT SURVEY CONTROL
 PT1110  ______________________________________________________________________
 PT1110* NAD 83(1996) POSITION- 44 41 06.85143(N) 101 09 39.85138(W)   ADJUSTED
 PT1110* NAVD 88 ORTHO HEIGHT -   635.    (meters)     2083.    (feet) SCALED
 PT1110  ______________________________________________________________________
 PT1110  GEOID HEIGHT    -        -21.910 (meters)                     GEOID18
 PT1110  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 PT1110  HORZ ORDER      -  THIRD
 PT1110
 PT1110.The horizontal coordinates were established by classical geodetic methods
 PT1110.and adjusted by the National Geodetic Survey in January 1998.
 PT1110
 PT1110.The orthometric height was scaled from a topographic map.
 PT1110
 PT1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1110.GEOID18 height accuracy estimate available here.
 PT1110
 PT1110.Click photographs - Photos may exist for this station.
 PT1110
 PT1110.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1110
 PT1110. The following values were computed from the NAD 83(1996) position.
 PT1110
 PT1110;                    North         East     Units Scale Factor Converg.
 PT1110;SPC SD S     -   261,624.133   534,375.047   MT  1.00008067   -0 34 15.7
 PT1110;SPC SD S     -   858,345.18  1,753,195.47   sFT  1.00008067   -0 34 15.7
 PT1110;UTM  14      - 4,950,256.837   328,744.159   MT  0.99996067   -1 31 12.2
 PT1110
 PT1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1110!SPC SD S     -   0.99990381  x   1.00008067  =   0.99998447
 PT1110!UTM  14      -   0.99990381  x   0.99996067  =   0.99986448
 PT1110
 PT1110:                Primary Azimuth Mark                     Grid Az
 PT1110:SPC SD S     -  Q 72                                     231 42 39.2
 PT1110:UTM  14      -  Q 72                                     232 39 35.7
 PT1110
 PT1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2874450256(NAD 83)
 PT1110
 PT1110|---------------------------------------------------------------------|
 PT1110| PID    Reference Object                     Distance      Geod. Az  |
 PT1110|                                                           dddmmss.s |
 PT1110| CQ3871 HAAKON RM 1                          10.171 METERS 04909     |
 PT1110| CQ3872 HAAKON RM 2                          10.393 METERS 14032     |
 PT1110| PT0395 Q 72                                               2310823.5 |
 PT1110|---------------------------------------------------------------------|
 PT1110
 PT1110                          SUPERSEDED SURVEY CONTROL
 PT1110
 PT1110  NAD 83(1986)-  44 41 06.84514(N)    101 09 39.85357(W) AD(       ) 3
 PT1110  NAD 27      -  44 41 06.91100(N)    101 09 38.32400(W) AD(       ) 3
 PT1110
 PT1110.Superseded values are not recommended for survey control.
 PT1110
 PT1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1110.See file dsdata.pdf to determine how the superseded data were derived.
 PT1110
 PT1110_MARKER: DB = BENCH MARK DISK
 PT1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1110_STAMPING: HAAKON 1946
 PT1110_MARK LOGO: USGS
 PT1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1110+STABILITY: SURFACE MOTION
 PT1110
 PT1110  HISTORY     - Date     Condition        Report By
 PT1110  HISTORY     - 1946     MONUMENTED       USGS
 PT1110
 PT1110                          STATION DESCRIPTION
 PT1110
 PT1110'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 PT1110'THE STATION IS IN SECTION 1, T 8 N, R 24 E, ABOUT 3-1/2 MILES
 PT1110'SOUTHEAST ALONG STATE HIGHWAY 63 FROM ALLEMANS STATION WHICH
 PT1110'IS AT THE SOUTH END OF A STEEL BRIDGE OVER THE CHEYENNE RIVER,
 PT1110'ABOUT 0.25 MILE NORTHWEST OF THE HAAKON COUNTY SIGN POST ON
 PT1110'STATE HIGHWAY 63, 6 FEET NORTHEAST OF A WHITE 4 IN X 4 IN
 PT1110'WITNESS POST, AND 2 FEET SOUTHEAST OF A WIRE FENCE.
 PT1110'
 PT1110'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1110'STATE HIGHWAY 63 AT KELLARS CORNER, GO WEST ON STATE HIGHWAY
 PT1110'63 FOR 0.45 MILE TO FORKS, TAKE RIGHT FORK AND GO NORTH ON
 PT1110'STATE HIGHWAY 63 FOR 13.2 MILES TO A LOG STORE AND SERVICE STATION
 PT1110'ON THE RIGHT, CONTINUE NORTH AND WEST ON HIGHWAY 63 FOR 9.2
 PT1110'MILES TO A WIRE GATE ON THE RIGHT AT THE HAAKON-STANLEY COUNTY
 PT1110'LINE, TURN RIGHT THROUGH GATE THEN BEAR LEFT AND GO NORTHWEST
 PT1110'ACROSS PASTURE FOR 0.35 MILE TO A POINT WHERE THE WIRE FENCE
 PT1110'CROSSES THE HIGHEST POINT OF THE RIDGE, AND THE STATION JUST
 PT1110'SOUTHEAST OF THE FENCE.
 PT1110'
 PT1110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ACROSS
 PT1110'PASTURE FOR 0.35 MILE TO THE WIRE GATE AND STATE HIGHWAY 63,
 PT1110'GO THROUGH GATE AND GO WEST ON STATE HIGHWAY 63 FOR 0.5
 PT1110'MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.
 PT1110'
 PT1110'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PT1110'SET IN THE TOP OF AN 8 IN X 8 IN CONCRETE POST.  THE MARK
 PT1110'PROJECTS 5 INCHES, AND THE DISK IS STAMPED HAAKON 1946.
 PT1110'
 PT1110'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHEAST OF THE WIRE FENCE.
 PT1110'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HAAKON USGS
 PT1110'NO 1 19N2.
 PT1110'
 PT1110'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF THE WIRE FENCE.
 PT1110'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HAAKON
 PT1110'USGS NO 2 1952.
 PT1110'
 PT1110'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 PT1110'BENCH MARK SET IN THE TOP OF A 10 IN X 10 IN CONCRETE POST,
 PT1110'42 FEET SOUTH OF STATE HIGHWAY 63, 2 FEET SOUTHWEST OF A FENCE
 PT1110'CORNER, AND 1 FOOT NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 PT1110'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED Q 72
 PT1110'1934.
 PT1110'
 PT1110'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1176 ***********************************************************************
 PT1176  DESIGNATION -  HAAKON AZ MK 2
 PT1176  PID         -  PT1176
 PT1176  STATE/COUNTY-  SD/HAAKON
 PT1176  COUNTRY     -  US
 PT1176  USGS QUAD   -  HARTLEY (2017)
 PT1176
 PT1176                         *CURRENT SURVEY CONTROL
 PT1176  ______________________________________________________________________
 PT1176* NAD 83(1996) POSITION- 44 27 32.62752(N) 101 47 58.60362(W)   NO CHECK
 PT1176* NAVD 88 ORTHO HEIGHT -   724.2   (meters)     2376.    (feet) VERTCON3
 PT1176  ______________________________________________________________________
 PT1176  GEOID HEIGHT    -        -20.572 (meters)                     GEOID18
 PT1176  LAPLACE CORR    -         -6.96  (seconds)                    DEFLEC18
 PT1176  HORZ ORDER      -  THIRD
 PT1176
 PT1176.The horizontal coordinates were established by classical geodetic methods
 PT1176.and adjusted by the National Geodetic Survey in January 1998.
 PT1176
 PT1176.No horizontal observational check was made to the station.
 PT1176
 PT1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1176
 PT1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1176.GEOID18 height accuracy estimate available here.
 PT1176
 PT1176.Click photographs - Photos may exist for this station.
 PT1176
 PT1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1176
 PT1176. The following values were computed from the NAD 83(1996) position.
 PT1176
 PT1176;                    North         East     Units Scale Factor Converg.
 PT1176;SPC SD S     -   237,192.865   483,310.277   MT  1.00001464   -1 00 41.5
 PT1176;SPC SD S     -   778,190.26  1,585,660.47   sFT  1.00001464   -1 00 41.5
 PT1176;UTM  14      - 4,926,674.682   277,279.665   MT  1.00021007   -1 57 41.9
 PT1176
 PT1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1176!SPC SD S     -   0.99988969  x   1.00001464  =   0.99990433
 PT1176!UTM  14      -   0.99988969  x   1.00021007  =   1.00009974
 PT1176
 PT1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7727926674(NAD 83)
 PT1176
 PT1176                          SUPERSEDED SURVEY CONTROL
 PT1176
 PT1176  NAD 83(1986)-  44 27 32.61991(N)    101 47 58.60526(W) AD(       ) 3
 PT1176  NAD 27      -  44 27 32.67313(N)    101 47 57.08139(W) AD(       ) 3
 PT1176  NGVD 29 (07/19/86)  723.7    (m)         2374.     (f) VERT ANG       
 PT1176
 PT1176.Superseded values are not recommended for survey control.
 PT1176
 PT1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1176.See file dsdata.pdf to determine how the superseded data were derived.
 PT1176
 PT1176_MARKER: DZ = AZIMUTH MARK DISK
 PT1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1176_STAMPING: HAAKON 1950 NO 2 1981
 PT1176_MARK LOGO: NGS
 PT1176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1176+STABILITY: SURFACE MOTION
 PT1176
 PT1176  HISTORY     - Date     Condition        Report By
 PT1176  HISTORY     - 1981     MONUMENTED       NGS
 PT1176  HISTORY     - 19810224 GOOD             NGS
 PT1176
 PT1176                          STATION DESCRIPTION
 PT1176
 PT1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1176'THE MARK IS LOCATED ABOUT 10.5 KM (6.50 MI) NORTHWEST OF THE JUNCTION
 PT1176'OF HIGHWAYS 34 AND 73 AT THE COUNTRY STORE, 7 KM (4.35 MI) NORTH OF
 PT1176'HIGHWAY 34, IN ROAD RIGHT OF WAY.  TO REACH FROM THE JUNCTION OF
 PT1176'HIGHWAYS 34 AND 73, WHICH IS ABOUT 40.2 KM (24.95 MI) NORTH OF PHILIP,
 PT1176'60 WEST ON HIGHWAY 34 FOR 9.7 KM (6.00 MI) TO A CROSSROAD. TURN RIGHT,
 PT1176'NORTH, ON GRAVELED ROAD FOR 7.0 KM (4.35 MI) TO GATES ON EACH SIDE AND
 PT1176'THE MARK ON THE LEFT.  THE SURFACE MARK IS A STANDARD NGS DISK STAMPED
 PT1176'HAAKON 1950 NO 2 1981 SET INTO THE TOP OF A 30 CM (12 INCH) ROUND
 PT1176'CONCRETE MONUMENT WHICH PROJECTS 5 CM (2 INCHES) ABOVE THE GROUND.  IT
 PT1176'IS 10.2 M (33.5 FT) WEST OF THE CENTER OF THE GRAVELED ROAD, 4.3 M
 PT1176'(14.1 FT) SOUTH OF THE CENTER OF A GATE, 0.63 M (2.07 FT) EAST OF A
 PT1176'FENCE, AND 0.31 M (1.02 FT) NORTH OF A METAL WITNESS POST.  THE
 PT1176'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED HAAKON 1950 NO 2 1981
 PT1176'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, ABOUT 1.1 M (3.6
 PT1176'FT) BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1175 ***********************************************************************
 PT1175  DESIGNATION -  HAAKON RESET
 PT1175  PID         -  PT1175
 PT1175  STATE/COUNTY-  SD/HAAKON
 PT1175  COUNTRY     -  US
 PT1175  USGS QUAD   -  HARTLEY (2017)
 PT1175
 PT1175                         *CURRENT SURVEY CONTROL
 PT1175  ______________________________________________________________________
 PT1175* NAD 83(1996) POSITION- 44 27 54.99628(N) 101 48 28.37114(W)   ADJUSTED
 PT1175* NAVD 88 ORTHO HEIGHT -   732.5   (meters)     2403.    (feet) VERTCON3
 PT1175  ______________________________________________________________________
 PT1175  GEOID HEIGHT    -        -20.551 (meters)                     GEOID18
 PT1175  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC18
 PT1175  HORZ ORDER      -  FIRST
 PT1175
 PT1175.The horizontal coordinates were established by classical geodetic methods
 PT1175.and adjusted by the National Geodetic Survey in January 1998.
 PT1175
 PT1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1175
 PT1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1175.GEOID18 height accuracy estimate available here.
 PT1175
 PT1175.Click photographs - Photos may exist for this station.
 PT1175
 PT1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1175
 PT1175. The following values were computed from the NAD 83(1996) position.
 PT1175
 PT1175;                    North         East     Units Scale Factor Converg.
 PT1175;SPC SD S     -   237,894.874   482,664.558   MT  1.00001625   -1 01 02.0
 PT1175;SPC SD S     -   780,493.43  1,583,541.97   sFT  1.00001625   -1 01 02.0
 PT1175;UTM  14      - 4,927,387.443   276,645.552   MT  1.00021354   -1 58 03.6
 PT1175
 PT1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1175!SPC SD S     -   0.99988839  x   1.00001625  =   0.99990464
 PT1175!UTM  14      -   0.99988839  x   1.00021354  =   1.00010190
 PT1175
 PT1175:                Primary Azimuth Mark                     Grid Az
 PT1175:SPC SD S     -  BURG 2                                   143 38 14.1
 PT1175:UTM  14      -  BURG 2                                   144 35 15.7
 PT1175
 PT1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7664527387(NAD 83)
 PT1175
 PT1175|---------------------------------------------------------------------|
 PT1175| PID    Reference Object                     Distance      Geod. Az  |
 PT1175|                                                           dddmmss.s |
 PT1175| PT1176 HAAKON AZ MK 2                      APPROX. 1.0 KM 1362227.8 |
 PT1175| PT1149 BURG 2                              APPROX. 8.9 KM 1423712.1 |
 PT1175| CQ3869 HAAKON RM 1                          14.394 METERS 14551     |
 PT1175| CQ3870 HAAKON RM 2                          13.350 METERS 24004     |
 PT1175| CQ3868 HAAKON AZ MK                                       3442043.2 |
 PT1175|---------------------------------------------------------------------|
 PT1175
 PT1175                          SUPERSEDED SURVEY CONTROL
 PT1175
 PT1175  NAD 83(1986)-  44 27 54.98867(N)    101 48 28.37277(W) AD(       ) 1
 PT1175  NAD 27      -  44 27 55.04200(N)    101 48 26.84800(W) AD(       ) 1
 PT1175  NGVD 29 (07/19/86)  732.0    (m)         2402.     (f) VERT ANG       
 PT1175
 PT1175.Superseded values are not recommended for survey control.
 PT1175
 PT1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1175.See file dsdata.pdf to determine how the superseded data were derived.
 PT1175
 PT1175_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1175_STAMPING: HAAKON 1950 1976
 PT1175_MARK LOGO: NGS
 PT1175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1175+STABILITY: SURFACE MOTION
 PT1175
 PT1175  HISTORY     - Date     Condition        Report By
 PT1175  HISTORY     - 1976     MONUMENTED       NGS
 PT1175  HISTORY     - 19810904 GOOD             NGS
 PT1175
 PT1175                          STATION DESCRIPTION
 PT1175
 PT1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PT1175'THE SURFACE AND UNDERGROUND STATION MARKS WERE FOUND DESTROYED, THE
 PT1175'SURFACE MARK WAS UPROOTED DURING FARMING OPERATIONS AND THE
 PT1175'UNDERGROUND MARK STUCK TO IT AND WAS ALSO REMOVED.  THE AZIMUTH MARK
 PT1175'WAS FOUND DESTROYED, IT HAD BEEN PLOWED OUT.  REFERENCE MARKS NO. 1
 PT1175'AND NO. 2 WERE RECOVERED INTACT, THE TOPS OF THE MONUMENTS ARE SCUFFED
 PT1175'UP BUT ARE STILL LEVEL AND SOLID.  NEW STATION MARKS WERE SET FROM THE
 PT1175'REFERENCE MARKS.  A NEW AZIMUTH MARK WAS NOT SET.  A NEW DESCRIPTION
 PT1175'FOLLOWS.
 PT1175'
 PT1175'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BILLSBURG, 4.5 MILES
 PT1175'NORTH OF STATE HIGHWAY 34, 0.5 MILE WEST OF A NORTH-SOUTH GRADED ROAD,
 PT1175'ON THE TOP OF A ROUND TOPPED HILL IN A CULTIVATED FIELD ON PROPERTY OF
 PT1175'MR. EARL BUD HANRAHAN.
 PT1175'
 PT1175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73 AND 34 AT
 PT1175'BILLSBURG, GO WEST ON HIGHWAY 34 FOR 6.05 MILES TO A SIDE ROAD RIGHT,
 PT1175'TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD 5.0 MILES TO THE HANRAHAN
 PT1175'FARMSTEAD ON THE LEFT, TURN LEFT AND GO WEST ON THE NORTH DRIVEWAY
 PT1175'THRU THE FARMSTEAD AND CONTINUE WEST ON A GRADED FARM ROAD FOR 0.5
 PT1175'MILE, THENCE LEFT (SOUTH) ON A TRACK ROAD FOR 0.5 MILE TO A WIRE GATE,
 PT1175'TURN LEFT THRU GATE AND GO EAST THRU THE FIELD TO THE TOP OF THE HILL
 PT1175'AND THE STATION AS DESCRIBED.
 PT1175'
 PT1175'THE STATION MARKS ARE STANDARD DISKS STAMPED HAAKON 1950 1976.
 PT1175'
 PT1175'THE UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK 3.5 FEET
 PT1175'BELOW THE SURFACE.  THE SURFACE MARK IS SET IN THE TOP OF AN IRREGULAR
 PT1175'SHAPED MASS OF CONCRETE 11-INCHES BELOW GROUND SURFACE.  THE MARKS ARE
 PT1175'460 FEET EAST OF THE WIRE GATE, 600 FEET SOUTHEAST OF THE NORTHWEST
 PT1175'FENCE CORNER, 392 FEET SOUTH OF THE EAST-WEST FENCE, 48 FEET NORTHWEST
 PT1175'OF THE R.M. 1 WITNESS POST, AND 45 FEET NORTHEAST OF THE R.M. 2
 PT1175'WITNESS POST.
 PT1175'
 PT1175'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HAAKON NO 1 1950, SET
 PT1175'IN THE TOP OF A ROUND CONCRETE MONUMENT.  IT IS ON THE SOUTHEAST SLOPE
 PT1175'OF THE HILL ABOUT 18-INCHES LOWER THEN THE TOP OF THE HILL, AND 1.1
 PT1175'FEET NORTH OF A METAL WITNESS POST.
 PT1175'
 PT1175'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HAAKON NO 2 1950, SET
 PT1175'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 PT1175'IS ON THE SOUTHWEST PART OF THE HILL ABOUT LEVEL WITH THE TOP OF THE
 PT1175'HILL, AND 1.4 FEET NORTH OF A METAL WITNESS POST.
 PT1175'
 PT1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES WEST
 PT1175'OF MILESVILLE.
 PT1175
 PT1175                          STATION RECOVERY (1981)
 PT1175
 PT1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1175'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PT1175'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PT1175'DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS CHECKED THE 1976 DATA
 PT1175'FAVORABLY, WITH THE EXCEPTION OF THE DATA IN THE BOXSCORE OF THE 1976
 PT1175'RECOVERY NOTE BEING IN ERROR.  THE 1976 DISTANCES SHOULD BE 14.396 M
 PT1175'(47.231 FT) TO REFERENCE MARK 1 AND 13.351 M (43.802 FT) TO REFERENCE
 PT1175'MARK 2.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PT1175'
 PT1175'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHWEST OF THE
 PT1175'JUNCTION OF HIGHWAYS 34 AND 73 AT THE COUNTY STORE, 7.2 KM (4.45 MI)
 PT1175'NORTH OF HIGHWAY 34, 140.2 M (460.0 FT) EAST OF A GATE, AND 119 M
 PT1175'(390.4 FT) SOUTH OF AN EAST-WEST FENCE ON A ROUND TOPPED HILL.
 PT1175'PROPERTY IS OWNED BY MRS. EARL HANRAHAN, MILESVILLE, SD 57553.
 PT1175'
 PT1175'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 73 AND 34 AT THE
 PT1175'COUNTRY STORE, WHICH IS ABOUT 40.2 KM (24.95 MI) NORTH OF PHILIP, GO
 PT1175'WEST ON HIGHWAY 34 FOR 9.7 KM (6.00 MI) TO A CROSSROAD.  TURN RIGHT
 PT1175'(NORTH) ON GRAVELED ROAD FOR 7.0 KM (4.35 MI) TO THE AZIMUTH MARK ON
 PT1175'THE LEFT. CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO
 PT1175'MRS. HANRAHANS FARMSTEAD ON THE LEFT. TURN LEFT ON A GRAVELED ROAD,
 PT1175'WHICH PASSES ALONG THE NORTH SIDE OF THE FARM HOUSE, AND GO WEST FOR
 PT1175'0.8 KM (0.50 MI) TO A TRACK ROAD LEFT. TURN LEFT (SOUTH) ON TRACK ROAD
 PT1175'FOR 0.8 KM, (0.50 MI) TO A GATE ON THE LEFT AND THE STATION ABOUT 140
 PT1175'M (459.3 FT) EAST OF THE GATE.
 PT1175'
 PT1175'THE STATION IS A STANDARD NGS DISK STAMPED HAAKON 1950 1976 SET INTO
 PT1175'THE TOP OF A IRREGULAR MASS OF CONCRETE 14 INCHES 35 M (114.8 FT) IN
 PT1175'DIAMETER RECESSED 12 INCHES (61 CM) BELOW THE GROUND.  LOCATED 14.6
 PT1175'METERS (47.9 FT) NORTHWEST FROM A METAL WITNESS POST.  13.4 METERS
 PT1175'(44.0 FT) NORTHEAST FROM A METAL WITNESS POST.
 PT1175'
 PT1175'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED HAAKON 1950 1976
 PT1175'IRREGULAR MASS OF CONCRETE 3.5 FEET, (1.1 M) 1.1 METERS (3.6 FT)
 PT1175'BELOW THE SURFACE.
 PT1175'
 PT1175'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED HAAKON NO 1 1950
 PT1175'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PT1175'DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 20.3
 PT1175'METERS (66.6 FT) EAST FROM A METAL WITNESS POST.  0.29 METER (0.95 FT)
 PT1175'NORTHEAST FROM A METAL WITNESS POST, AND 2 FEET, (0.6 M) 0.6 METER
 PT1175'(2.0 FT) LOWER THAN THE STATION.
 PT1175'
 PT1175'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED HAAKON NO 2 1950
 PT1175'SET INTO THE TOP OF A IRREGULAR MASS OF CONCRETE 24 INCHES (60 CM) IN
 PT1175'DIAMETER PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.  LOCATED 20.3
 PT1175'METERS (66.6 FT) WEST FROM A METAL WITNESS POST.  0.31 METER (1.02 FT)
 PT1175'NORTH FROM A METAL WITNESS POST, AND 0.6 METER (2.0 FT) LOWER THAN THE
 PT1175'STATION.
 PT1175'
 PT1175'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED HAAKON 1950 NO 2
 PT1175'1981 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 PT1175'IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 PT1175'
 PT1175'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED HAAKON 1950 NO 2
 PT1175'1981 SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 1.1 M (3.6 FT)
 PT1175'BELOW THE SURFACE.  LOCATED 10.2 METERS (33.5 FT) WEST FROM THE CENTER
 PT1175'OF A GRAVELED ROAD, 4.3 METERS (14.1 FT) SOUTH FROM THE CENTER OF A
 PT1175'GATE, 0.63 METER (2.07 FT) EAST FROM A FENCE AND 0.31 METERS (1.02 FT)
 PT1175'NORTH FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1157 ***********************************************************************
 PU1157  DESIGNATION -  HALB
 PU1157  PID         -  PU1157
 PU1157  STATE/COUNTY-  SD/MEADE
 PU1157  COUNTRY     -  US
 PU1157  USGS QUAD   -  VALE SE (2017)
 PU1157
 PU1157                         *CURRENT SURVEY CONTROL
 PU1157  ______________________________________________________________________
 PU1157* NAD 83(1986) POSITION- 44 35 55.     (N) 103 15 59.     (W)   SCALED
 PU1157* NAVD 88 ORTHO HEIGHT -   841.163 (meters)     2759.72  (feet) ADJUSTED
 PU1157  ______________________________________________________________________
 PU1157  GEOID HEIGHT    -        -16.671 (meters)                     GEOID18
 PU1157  DYNAMIC HEIGHT  -        840.944 (meters)     2759.00  (feet) COMP
 PU1157  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 PU1157
 PU1157  VERT ORDER      -  SECOND    CLASS 0
 PU1157
 PU1157.The horizontal coordinates were scaled from a map and have
 PU1157.an estimated accuracy of +/- 6 seconds.
 PU1157
 PU1157.The orthometric height was determined by differential leveling and
 PU1157.adjusted by the NATIONAL GEODETIC SURVEY
 PU1157.in June 1991.
 PU1157
 PU1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1157.GEOID18 height accuracy estimate available here.
 PU1157
 PU1157.Click photographs - Photos may exist for this station.
 PU1157
 PU1157.The dynamic height is computed by dividing the NAVD 88
 PU1157.geopotential number by the normal gravity value computed on the
 PU1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1157.degrees latitude (g = 980.6199 gals.).
 PU1157
 PU1157.The modeled gravity was interpolated from observed gravity values.
 PU1157
 PU1157;                    North         East    Units  Estimated Accuracy
 PU1157;SPC SD N     -    90,270.      340,740.      MT  (+/- 180 meters Scaled)
 PU1157
 PU1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK375398(NAD 83)
 PU1157
 PU1157                          SUPERSEDED SURVEY CONTROL
 PU1157
 PU1157  NGVD 29 (??/??/92)  840.683  (m)         2758.14   (f) ADJ UNCH    2 0
 PU1157
 PU1157.Superseded values are not recommended for survey control.
 PU1157
 PU1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1157.See file dsdata.pdf to determine how the superseded data were derived.
 PU1157
 PU1157_MARKER: DS = TRIANGULATION STATION DISK
 PU1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1157_STAMPING: HALB 1962
 PU1157_MARK LOGO: CGS
 PU1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1157+STABILITY: SURFACE MOTION
 PU1157
 PU1157  HISTORY     - Date     Condition        Report By
 PU1157  HISTORY     - 1962     MONUMENTED       CGS
 PU1157
 PU1157                          STATION DESCRIPTION
 PU1157
 PU1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1157'8.4 MI SE FROM VALE.
 PU1157'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1157'THENCE 1.5 MILES SOUTH ALONG A ROD, 41 FEET WEST OF THE
 PU1157'CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE CENTER LINE OF
 PU1157'A ROAD WEST, 8.0 FEET SOUTHWEST OF A FENCE CORNER POST, 3.0
 PU1157'FEET SOUTH OF A FENCE, 5.6 FEET SOUTHEAST OF A WITNESS POST,
 PU1157'42.4 FEET SOUTH-SOUTHWEST OF REFERENCE MARK 1, 42.2 FEET EAST
 PU1157'OF REFERENCE MARK 2, ABOUT 2 FEET LOWER THAN THE ROAD AND
 PU1157'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1159 ***********************************************************************
 PU1159  DESIGNATION -  HALB RM 1
 PU1159  PID         -  PU1159
 PU1159  STATE/COUNTY-  SD/MEADE
 PU1159  COUNTRY     -  US
 PU1159  USGS QUAD   -  VALE SE (2017)
 PU1159
 PU1159                         *CURRENT SURVEY CONTROL
 PU1159  ______________________________________________________________________
 PU1159* NAD 83(1986) POSITION- 44 35 56.     (N) 103 15 59.     (W)   SCALED
 PU1159* NAVD 88 ORTHO HEIGHT -   841.242 (meters)     2759.97  (feet) ADJUSTED
 PU1159  ______________________________________________________________________
 PU1159  GEOID HEIGHT    -        -16.671 (meters)                     GEOID18
 PU1159  DYNAMIC HEIGHT  -        841.023 (meters)     2759.26  (feet) COMP
 PU1159  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 PU1159
 PU1159  VERT ORDER      -  SECOND    CLASS 0
 PU1159
 PU1159.The horizontal coordinates were scaled from a map and have
 PU1159.an estimated accuracy of +/- 6 seconds.
 PU1159
 PU1159.The orthometric height was determined by differential leveling and
 PU1159.adjusted by the NATIONAL GEODETIC SURVEY
 PU1159.in June 1991.
 PU1159
 PU1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1159.GEOID18 height accuracy estimate available here.
 PU1159
 PU1159.Click photographs - Photos may exist for this station.
 PU1159
 PU1159.The dynamic height is computed by dividing the NAVD 88
 PU1159.geopotential number by the normal gravity value computed on the
 PU1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1159.degrees latitude (g = 980.6199 gals.).
 PU1159
 PU1159.The modeled gravity was interpolated from observed gravity values.
 PU1159
 PU1159;                    North         East    Units  Estimated Accuracy
 PU1159;SPC SD N     -    90,300.      340,740.      MT  (+/- 180 meters Scaled)
 PU1159
 PU1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK375398(NAD 83)
 PU1159
 PU1159                          SUPERSEDED SURVEY CONTROL
 PU1159
 PU1159  NGVD 29 (??/??/92)  840.762  (m)         2758.40   (f) ADJ UNCH    2 0
 PU1159
 PU1159.Superseded values are not recommended for survey control.
 PU1159
 PU1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1159.See file dsdata.pdf to determine how the superseded data were derived.
 PU1159
 PU1159_MARKER: DR = REFERENCE MARK DISK
 PU1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1159_STAMPING: HALB NO 1 1962
 PU1159_MARK LOGO: CGS
 PU1159_PROJECTION: PROJECTING 6 CENTIMETERS
 PU1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1159+STABILITY: SURFACE MOTION
 PU1159
 PU1159  HISTORY     - Date     Condition        Report By
 PU1159  HISTORY     - 1962     MONUMENTED       CGS
 PU1159
 PU1159                          STATION DESCRIPTION
 PU1159
 PU1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1159'8.4 MI SE FROM VALE.
 PU1159'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1159'1.5 MILES SOUTH ALONG A ROAD, 32 FEET WEST OF THE CENTER LINE OF
 PU1159'THE ROAD, 42.4 FEET NORTH-NORTHEAST OF THE STATION, 1.0 FOOT EAST
 PU1159'OF A FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU1159'POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1158 ***********************************************************************
 PU1158  DESIGNATION -  HALB RM 2
 PU1158  PID         -  PU1158
 PU1158  STATE/COUNTY-  SD/MEADE
 PU1158  COUNTRY     -  US
 PU1158  USGS QUAD   -  VALE SE (2017)
 PU1158
 PU1158                         *CURRENT SURVEY CONTROL
 PU1158  ______________________________________________________________________
 PU1158* NAD 83(1986) POSITION- 44 35 55.     (N) 103 15 59.     (W)   SCALED
 PU1158* NAVD 88 ORTHO HEIGHT -   840.972 (meters)     2759.09  (feet) ADJUSTED
 PU1158  ______________________________________________________________________
 PU1158  GEOID HEIGHT    -        -16.671 (meters)                     GEOID18
 PU1158  DYNAMIC HEIGHT  -        840.753 (meters)     2758.37  (feet) COMP
 PU1158  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 PU1158
 PU1158  VERT ORDER      -  SECOND    CLASS 0
 PU1158
 PU1158.The horizontal coordinates were scaled from a map and have
 PU1158.an estimated accuracy of +/- 6 seconds.
 PU1158
 PU1158.The orthometric height was determined by differential leveling and
 PU1158.adjusted by the NATIONAL GEODETIC SURVEY
 PU1158.in June 1991.
 PU1158
 PU1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1158.GEOID18 height accuracy estimate available here.
 PU1158
 PU1158.Click photographs - Photos may exist for this station.
 PU1158
 PU1158.The dynamic height is computed by dividing the NAVD 88
 PU1158.geopotential number by the normal gravity value computed on the
 PU1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1158.degrees latitude (g = 980.6199 gals.).
 PU1158
 PU1158.The modeled gravity was interpolated from observed gravity values.
 PU1158
 PU1158;                    North         East    Units  Estimated Accuracy
 PU1158;SPC SD N     -    90,270.      340,740.      MT  (+/- 180 meters Scaled)
 PU1158
 PU1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK375398(NAD 83)
 PU1158
 PU1158                          SUPERSEDED SURVEY CONTROL
 PU1158
 PU1158  NGVD 29 (??/??/92)  840.492  (m)         2757.51   (f) ADJ UNCH    2 0
 PU1158
 PU1158.Superseded values are not recommended for survey control.
 PU1158
 PU1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1158.See file dsdata.pdf to determine how the superseded data were derived.
 PU1158
 PU1158_MARKER: DR = REFERENCE MARK DISK
 PU1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1158_STAMPING: HALB NO 2 1962
 PU1158_MARK LOGO: CGS
 PU1158_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1158+STABILITY: SURFACE MOTION
 PU1158
 PU1158  HISTORY     - Date     Condition        Report By
 PU1158  HISTORY     - 1962     MONUMENTED       CGS
 PU1158
 PU1158                          STATION DESCRIPTION
 PU1158
 PU1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1158'8.4 MI SE FROM VALE.
 PU1158'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1158'THENCE 1.5 MILES SOUTH ALONG A ROAD, 83 1/2 FEET WEST OF THE
 PU1158'CENTER LINE OF THE ROAD, 46 1/2 FEET NORTH OF THE CENTER LINE
 PU1158'OF A ROAD WEST, 42.4 FEET WEST OF THE STATION, 0.8 FOOT
 PU1158'SOUTH OF A FENCE, ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE
 PU1158'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2226 ***********************************************************************
 PU2226  DESIGNATION -  HALEY
 PU2226  PID         -  PU2226
 PU2226  STATE/COUNTY-  SD/MEADE
 PU2226  COUNTRY     -  US
 PU2226  USGS QUAD   -  HEREFORD (2017)
 PU2226
 PU2226                         *CURRENT SURVEY CONTROL
 PU2226  ______________________________________________________________________
 PU2226* NAD 83(1996) POSITION- 44 29 35.30745(N) 102 54 59.87982(W)   ADJUSTED
 PU2226* NAVD 88 ORTHO HEIGHT -   852.    (meters)     2795.    (feet) SCALED
 PU2226  ______________________________________________________________________
 PU2226  GEOID HEIGHT    -        -17.592 (meters)                     GEOID18
 PU2226  LAPLACE CORR    -         -7.15  (seconds)                    DEFLEC18
 PU2226  HORZ ORDER      -  SECOND
 PU2226
 PU2226.The horizontal coordinates were established by classical geodetic methods
 PU2226.and adjusted by the National Geodetic Survey in January 1998.
 PU2226
 PU2226.The orthometric height was scaled from a topographic map.
 PU2226
 PU2226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2226.GEOID18 height accuracy estimate available here.
 PU2226
 PU2226.Click photographs - Photos may exist for this station.
 PU2226
 PU2226.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2226
 PU2226. The following values were computed from the NAD 83(1996) position.
 PU2226
 PU2226;                    North         East     Units Scale Factor Converg.
 PU2226;SPC SD N     -    77,497.873   368,067.616   MT  0.99998623   -2 03 51.2
 PU2226;SPC SD N     -   254,257.61  1,207,568.50   sFT  0.99998623   -2 03 51.2
 PU2226;UTM  13      - 4,928,758.315   665,643.085   MT  0.99993743   +1 27 37.5
 PU2226
 PU2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2226!SPC SD N     -   0.99986911  x   0.99998623  =   0.99985534
 PU2226!UTM  13      -   0.99986911  x   0.99993743  =   0.99980655
 PU2226
 PU2226:                Primary Azimuth Mark                     Grid Az
 PU2226:SPC SD N     -  TT 4 RDM                                 070 58 09.6
 PU2226:UTM  13      -  TT 4 RDM                                 067 26 40.9
 PU2226
 PU2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6564328758(NAD 83)
 PU2226
 PU2226|---------------------------------------------------------------------|
 PU2226| PID    Reference Object                     Distance      Geod. Az  |
 PU2226|                                                           dddmmss.s |
 PU2226| PU2246 TT 4 RDM                            APPROX. 7.0 KM 0685418.4 |
 PU2226| CQ3876 HALEY RM 2                           14.654 METERS 23527     |
 PU2226| CQ3875 HALEY RM 1                           14.487 METERS 32841     |
 PU2226|---------------------------------------------------------------------|
 PU2226
 PU2226                          SUPERSEDED SURVEY CONTROL
 PU2226
 PU2226  NAD 83(1993)-  44 29 35.29987(N)    102 54 59.88051(W) AD(       ) 2
 PU2226  NAD 83(1986)-  44 29 35.29926(N)    102 54 59.88017(W) AD(       ) 2
 PU2226  NAD 27      -  44 29 35.34110(N)    102 54 58.24640(W) AD(       ) 2
 PU2226
 PU2226.Superseded values are not recommended for survey control.
 PU2226
 PU2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2226.See file dsdata.pdf to determine how the superseded data were derived.
 PU2226
 PU2226_MARKER: DS = TRIANGULATION STATION DISK
 PU2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2226_STAMPING: HALEY 1962
 PU2226_MARK LOGO: CGS
 PU2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2226+STABILITY: SURFACE MOTION
 PU2226
 PU2226  HISTORY     - Date     Condition        Report By
 PU2226  HISTORY     - 1962     MONUMENTED       CGS
 PU2226
 PU2226                          STATION DESCRIPTION
 PU2226
 PU2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2226'THE STATION IS LOCATED ABOUT 13.0 MILES WEST-SOUTHWEST OF UNION
 PU2226'CENTER AND ABOUT 7.0 MILES NORTH OF HEREFORD.  IT IS LOCATED
 PU2226'ON THE EAST EDGE OF A NORTHWEST-SOUTHEAST RIDGE.  IT IS
 PU2226'0.05 MILE NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE LINE
 PU2226'THAT CROSSES OVER THE RIDGE.
 PU2226'
 PU2226'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER,
 PU2226'GO WEST ON STATE HIGHWAY 34 FOR 14.5 MILES TO A SIDE ROAD
 PU2226'LEFT AND SIGN ON LEFT, HEREFORD.  TURN LEFT, SOUTH ON
 PU2226'GRAVELED ROAD FOR 1.25 MILES TO WHERE THE ROAD TURNS LEFT,
 PU2226'EAST.  TURN LEFT, EAST ON MAIN GRAVELED ROAD FOR 1.0 MILE
 PU2226'TO WHERE THE ROAD TURNS RIGHT, SOUTH.  TURN LEFT, NORTH FOR
 PU2226'0.05 MILE TO A WIRE GATE.  GO THROUGH GATE AND TURN NORTHEAST
 PU2226'ALONG THE LEFT SIDE OF A FENCE LINE FOR 0.5 MILE TO THE TOP
 PU2226'OF A RIDGE.  TURN LEFT, NORTHWEST FOR 0.05 MILE TO THE TOP
 PU2226'OF A KNOLL AND THE STATION AS DESCRIBED.
 PU2226'
 PU2226'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2226'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH
 PU2226'AND IS STAMPED HALEY 1962.
 PU2226'
 PU2226'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OFA
 PU2226'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES
 PU2226'AND IS STAMPED HALEY NO 1 1962.
 PU2226'
 PU2226'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2226'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 PU2226'THE GROUND AND IS STAMPED HALEY NO 2 1962.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2378 ***********************************************************************
 PU2378  DESIGNATION -  HALSTEAD
 PU2378  PID         -  PU2378
 PU2378  STATE/COUNTY-  SD/LAWRENCE
 PU2378  COUNTRY     -  US
 PU2378  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2378
 PU2378                         *CURRENT SURVEY CONTROL
 PU2378  ______________________________________________________________________
 PU2378* NAD 83(1996) POSITION- 44 31 39.68629(N) 103 55 03.15353(W)   ADJUSTED
 PU2378* NAVD 88 ORTHO HEIGHT -  1101.    (meters)     3612.    (feet) SCALED
 PU2378  ______________________________________________________________________
 PU2378  GEOID HEIGHT    -        -14.659 (meters)                     GEOID18
 PU2378  LAPLACE CORR    -         -5.61  (seconds)                    DEFLEC18
 PU2378  HORZ ORDER      -  SECOND
 PU2378
 PU2378.The horizontal coordinates were established by classical geodetic methods
 PU2378.and adjusted by the National Geodetic Survey in January 1998.
 PU2378
 PU2378.The orthometric height was scaled from a topographic map.
 PU2378
 PU2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2378.GEOID18 height accuracy estimate available here.
 PU2378
 PU2378.Click photographs - Photos may exist for this station.
 PU2378
 PU2378.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2378
 PU2378. The following values were computed from the NAD 83(1996) position.
 PU2378
 PU2378;                    North         East     Units Scale Factor Converg.
 PU2378;SPC SD N     -    84,691.804   288,714.619   MT  0.99998058   -2 46 21.3
 PU2378;SPC SD N     -   277,859.69    947,224.55   sFT  0.99998058   -2 46 21.3
 PU2378;SPC WY E     -   448,140.305   299,289.192   MT  1.00005869   +0 52 33.7
 PU2378;SPC WY E     - 1,470,273.65    981,917.96   sFT  1.00005869   +0 52 33.7
 PU2378;UTM  13      - 4,931,054.792   586,012.277   MT  0.99969098   +0 45 32.8
 PU2378
 PU2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2378!SPC SD N     -   0.99982977  x   0.99998058  =   0.99981035
 PU2378!SPC WY E     -   0.99982977  x   1.00005869  =   0.99988845
 PU2378!UTM  13      -   0.99982977  x   0.99969098  =   0.99952080
 PU2378
 PU2378:                Primary Azimuth Mark                     Grid Az
 PU2378:SPC SD N     -  SPEARFISH BLACK HILLS COLL TK            136 33 09.0
 PU2378:SPC WY E     -  SPEARFISH BLACK HILLS COLL TK            132 54 14.0
 PU2378:UTM  13      -  SPEARFISH BLACK HILLS COLL TK            133 01 14.9
 PU2378
 PU2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8601231054(NAD 83)
 PU2378
 PU2378|---------------------------------------------------------------------|
 PU2378| PID    Reference Object                     Distance      Geod. Az  |
 PU2378|                                                           dddmmss.s |
 PU2378| CQ3877 HALSTEAD RM 1                        16.500 METERS 03647     |
 PU2378| PU2346 SPEARFISH BLACK HILLS COLL TK       APPROX. 5.0 KM 1334647.7 |
 PU2378| CQ3878 HALSTEAD RM 2                        15.690 METERS 15606     |
 PU2378|---------------------------------------------------------------------|
 PU2378
 PU2378                          SUPERSEDED SURVEY CONTROL
 PU2378
 PU2378  NAD 83(1993)-  44 31 39.67976(N)    103 55 03.15553(W) AD(       ) 2
 PU2378  NAD 83(1986)-  44 31 39.67613(N)    103 55 03.14560(W) AD(       ) 2
 PU2378
 PU2378.Superseded values are not recommended for survey control.
 PU2378
 PU2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2378.See file dsdata.pdf to determine how the superseded data were derived.
 PU2378
 PU2378_MARKER: DS = TRIANGULATION STATION DISK
 PU2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2378_STAMPING: HALSTEAD 1962
 PU2378_MARK LOGO: CGS
 PU2378_PROJECTION: FLUSH
 PU2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2378+STABILITY: SURFACE MOTION
 PU2378
 PU2378  HISTORY     - Date     Condition        Report By
 PU2378  HISTORY     - 1962     MONUMENTED       CGS
 PU2378
 PU2378                          STATION DESCRIPTION
 PU2378
 PU2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2378'STATION IS LOCATED ABOUT 7.0 MILES EAST OF THE SOUTH DAKOTA AND
 PU2378'WYOMING STATE LINE, 3.0 MILES NORTHWEST OF SPEARFISH AND 1/2 MILE
 PU2378'NORTH OF U.S. HIGHWAY 14.  IT IS IN THE NORTHEAST 1/4 OF SECTION
 PU2378'31, T 7 N, R 2 E.  PROPERTY OWNER IS MR. WM. HALSTEAD.
 PU2378'
 PU2378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND 14
 PU2378'LOCATED 1-1/2 MILES NORTH OF SPEARFISH, GO WEST ON U.S. HIGHWAY 14
 PU2378'FOR 3.45 MILES TO A SIDE ROAD RIGHT AND A SIGN LN HALSTEAD, TURN
 PU2378'RIGHT ACROSS A CATTLE GUARD AND GO NORTH FOR 0.1 MILE TO A FORK,
 PU2378'TAKE THE RIGHT FORK AND GO NORTHEAST TO THE EAST EDGE OF A CORRAL
 PU2378'AND A BOARD GATE FOR 0.05 MILE, PASS THROUGH A BOARD GATE AND GO
 PU2378'EAST ON A FENCED FARM LANE FOR 0.1 MILE TO A WIRE GATE, PASS
 PU2378'THROUGH WIRE GATE AND CONTINUE EAST ON A FARM LANE FOR 0.25 MILE TO
 PU2378'A FENCE CORNER, TURN LEFT AND GO NORTHERLY ON FARM ROAD FOR 0.05
 PU2378'MILE, TURN RIGHT OFF TRACK ROAD AND PICK WAY ACROSS COUNTRY FOR
 PU2378'0.3 MILE TO THE SUMMIT OF A SMALL FLAT TOPPED MESA AND THE STATION
 PU2378'ON THE WEST EDGE AS DESCRIBED.
 PU2378'
 PU2378'STATION MARK IS LOCATED ABOUT 100 FEET EAST OF THE WEST EDGE OF THE
 PU2378'MESA.  IT IS STAMPED--HALSTEAD 1962 AND IT IS SET FLUSH WITH THE
 PU2378'GROUND SURFACE.
 PU2378'
 PU2378'RM 1 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 PU2378'STAMPED--HALSTEAD NO 1 1962 AND IT IS SET FLUSH WITH THE GROUND
 PU2378'SURFACE.
 PU2378'
 PU2378'RM 2 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 PU2378'STAMPED--HALSTEAD NO 2 1962 AND PROJECTS 1 INCH.
 PU2378'
 PU2378'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU2378'CONCRETE CYLINDERS.
 PU2378'
 PU2378'NO AZIMUTH MARK ESTABLISHED TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1492 ***********************************************************************
 PU1492  DESIGNATION -  HAM
 PU1492  PID         -  PU1492
 PU1492  STATE/COUNTY-  SD/MEADE
 PU1492  COUNTRY     -  US
 PU1492  USGS QUAD   -  FORT MEADE NE (2017)
 PU1492
 PU1492                         *CURRENT SURVEY CONTROL
 PU1492  ______________________________________________________________________
 PU1492* NAD 83(1986) POSITION- 44 24 16.     (N) 103 18 31.     (W)   SCALED
 PU1492* NAVD 88 ORTHO HEIGHT -   902.690 (meters)     2961.58  (feet) ADJUSTED
 PU1492  ______________________________________________________________________
 PU1492  GEOID HEIGHT    -        -16.165 (meters)                     GEOID18
 PU1492  DYNAMIC HEIGHT  -        902.423 (meters)     2960.70  (feet) COMP
 PU1492  MODELED GRAVITY -    980,291.8   (mgal)                       NAVD 88
 PU1492
 PU1492  VERT ORDER      -  SECOND    CLASS 0
 PU1492
 PU1492.The horizontal coordinates were scaled from a map and have
 PU1492.an estimated accuracy of +/- 6 seconds.
 PU1492
 PU1492.The orthometric height was determined by differential leveling and
 PU1492.adjusted by the NATIONAL GEODETIC SURVEY
 PU1492.in June 1991.
 PU1492
 PU1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1492.GEOID18 height accuracy estimate available here.
 PU1492
 PU1492.Click photographs - Photos may exist for this station.
 PU1492
 PU1492.The dynamic height is computed by dividing the NAVD 88
 PU1492.geopotential number by the normal gravity value computed on the
 PU1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1492.degrees latitude (g = 980.6199 gals.).
 PU1492
 PU1492.The modeled gravity was interpolated from observed gravity values.
 PU1492
 PU1492;                    North         East    Units  Estimated Accuracy
 PU1492;SPC SD N     -    68,850.      336,510.      MT  (+/- 180 meters Scaled)
 PU1492
 PU1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK346181(NAD 83)
 PU1492
 PU1492                          SUPERSEDED SURVEY CONTROL
 PU1492
 PU1492  NGVD 29 (??/??/92)  902.195  (m)         2959.95   (f) ADJ UNCH    2 0
 PU1492
 PU1492.Superseded values are not recommended for survey control.
 PU1492
 PU1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1492.See file dsdata.pdf to determine how the superseded data were derived.
 PU1492
 PU1492_MARKER: DS = TRIANGULATION STATION DISK
 PU1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1492_STAMPING: HAM 1961
 PU1492_MARK LOGO: CGS
 PU1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1492+STABILITY: SURFACE MOTION
 PU1492
 PU1492  HISTORY     - Date     Condition        Report By
 PU1492  HISTORY     - 1961     MONUMENTED       CGS
 PU1492
 PU1492                          STATION DESCRIPTION
 PU1492
 PU1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1492'11 MI E FROM STURGIS.
 PU1492'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1492'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST
 PU1492'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1492'EAST AND SOUTHEAST ALONG A DIRT AND SURFACED ROAD FOR 6.2 MILES,
 PU1492'ABOUT 370 FEET WEST OF THE ROAD ON A SMALL HILL, 19 FEET EAST
 PU1492'OF A POWER POLE, 2.4 FEET EAST OF A WITNESS POST AND SET IN
 PU1492'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0374 ***********************************************************************
 QT0374  DESIGNATION -  HAM
 QT0374  PID         -  QT0374
 QT0374  STATE/COUNTY-  SD/PERKINS
 QT0374  COUNTRY     -  US
 QT0374  USGS QUAD   -  SUMMERVILLE (2017)
 QT0374
 QT0374                         *CURRENT SURVEY CONTROL
 QT0374  ______________________________________________________________________
 QT0374* NAD 83(1996) POSITION- 45 49 19.78973(N) 102 11 28.94794(W)   ADJUSTED
 QT0374* NAVD 88 ORTHO HEIGHT -   765.    (meters)     2510.    (feet) SCALED
 QT0374  ______________________________________________________________________
 QT0374  GEOID HEIGHT    -        -18.863 (meters)                     GEOID18
 QT0374  LAPLACE CORR    -         -7.47  (seconds)                    DEFLEC18
 QT0374  HORZ ORDER      -  THIRD
 QT0374
 QT0374.The horizontal coordinates were established by classical geodetic methods
 QT0374.and adjusted by the National Geodetic Survey in January 1998.
 QT0374
 QT0374.The orthometric height was scaled from a topographic map.
 QT0374
 QT0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0374.GEOID18 height accuracy estimate available here.
 QT0374
 QT0374.Click photographs - Photos may exist for this station.
 QT0374
 QT0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0374
 QT0374. The following values were computed from the NAD 83(1996) position.
 QT0374
 QT0374;                    North         East     Units Scale Factor Converg.
 QT0374;SPC SD N     -   223,319.549   429,721.630   MT  1.00002976   -1 33 03.3
 QT0374;SPC SD N     -   732,674.22  1,409,845.05   sFT  1.00002976   -1 33 03.3
 QT0374;UTM  13      - 5,078,125.526   718,171.653   MT  1.00018521   +2 00 54.3
 QT0374
 QT0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0374!SPC SD N     -   0.99988297  x   1.00002976  =   0.99991272
 QT0374!UTM  13      -   0.99988297  x   1.00018521  =   1.00006815
 QT0374
 QT0374:                Primary Azimuth Mark                     Grid Az
 QT0374:SPC SD N     -  HAM AZ MK                                108 45 00.9
 QT0374:UTM  13      -  HAM AZ MK                                105 11 03.3
 QT0374
 QT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1817178125(NAD 83)
 QT0374
 QT0374|---------------------------------------------------------------------|
 QT0374| PID    Reference Object                     Distance      Geod. Az  |
 QT0374|                                                           dddmmss.s |
 QT0374| QT0383 LEMMON MUNICIPAL TANK               APPROX.13.6 KM 0063346.8 |
 QT0374| CQ7758 HAM RM 1                              9.936 METERS 07416     |
 QT0374| CQ7757 HAM AZ MK                                          1071157.6 |
 QT0374| CQ7759 HAM RM 2                              9.035 METERS 17811     |
 QT0374|---------------------------------------------------------------------|
 QT0374
 QT0374                          SUPERSEDED SURVEY CONTROL
 QT0374
 QT0374  NAD 83(1986)-  45 49 19.78085(N)    102 11 28.94547(W) AD(       ) 3
 QT0374  NAD 27      -  45 49 19.78500(N)    102 11 27.39100(W) AD(       ) 3
 QT0374
 QT0374.Superseded values are not recommended for survey control.
 QT0374
 QT0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0374.See file dsdata.pdf to determine how the superseded data were derived.
 QT0374
 QT0374_MARKER: DS = TRIANGULATION STATION DISK
 QT0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0374_STAMPING: HAM 1952
 QT0374_MARK LOGO: CGS
 QT0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0374+STABILITY: SURFACE MOTION
 QT0374
 QT0374  HISTORY     - Date     Condition        Report By
 QT0374  HISTORY     - 1952     MONUMENTED       CGS
 QT0374
 QT0374                          STATION DESCRIPTION
 QT0374
 QT0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0374'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LEMMON, ON LAND
 QT0374'OWNED BY MR. MERVEL HAM, IN SECTION 31, T 22 N, R 16 E, ON
 QT0374'THE CREST AND NEAR THE NORTHERLY ANGLE OF A SMALL L SHAPED
 QT0374'RIDGE, 35 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE, 30 FEET
 QT0374'NORTH OF THE SOUTH SLOPE OF THE RIDGE, AND 6.5 FEET EAST OF A
 QT0374'4 IN X 4 IN WITNESS POST.
 QT0374'
 QT0374'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 12
 QT0374'AND STATE HIGHWAY NO 73 AT THE SOUTHWEST EDGE OF LEMMON, GO
 QT0374'SOUTH ON NO. 73 FOR 6.5 MILES TO THE HOME OF MR. HAM ON THE
 QT0374'LEFT.  CONTINUE SOUTH FOR 2.0 MILES TO THE AZIMUTH MARK ON
 QT0374'THE RIGHT.  TURN RIGHT, WEST, ON A SECTION LINE ROAD FOR
 QT0374'0.3 MILE TO THE TOP OF A HILL AND A WIRE BARRIER.  PASS
 QT0374'THROUGH BARRIER, CONTINUE WEST FOR 0.1 MILE.  THEN BEAR RIGHT
 QT0374'FOR ABOUT 75 FEET TO A FORK.  THEN LEFT, NORTHWESTERLY, FOR
 QT0374'0.15 MILE TO A FORK.  THEN RIGHT, CONTINUE NORTHWESTERLY
 QT0374'(PASSING ON THE WEST EDGE OF A CULTIVATED FIELD) FOR 0.1
 QT0374'MILE.  BEAR LEFT FOR 0.05 MILE TO A FENCE CORNER.  FOLLOW
 QT0374'ALONG NORTH SIDE OF WIRE FENCE FOR 0.05 MILE.  THEN RIGHT,
 QT0374'NORTHWESTERLY, FOR 0.1 MILE TO THE CREST OF THE RIDGE AND
 QT0374'THE STATION.
 QT0374'
 QT0374'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0374'HAM 1952.
 QT0374'
 QT0374'REFERENCE MARK NO. 1 IS AT THE OUTSIDE ANGLE OF THE L SHAPED
 QT0374'RIDGE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED HAM
 QT0374'NO 1 1952.
 QT0374'
 QT0374'REFERENCE MARK NO. 2 IS AT THE INSIDE ANGLE OF THE RIDGE.
 QT0374'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED HAM NO 2 1952.
 QT0374'
 QT0374'THE AZIMUTH MARK IS 75 FEET WEST OF THE CENTER OF STATE HIGHWAY
 QT0374'NO. 73, 13 FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET
 QT0374'NORTHEAST OF A FENCE CORNER, AND 1.5 FEET NORTH OF A 4 IN X
 QT0374'4 IN WITNESS POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0374'HAM 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1490 ***********************************************************************
 PU1490  DESIGNATION -  HAM RM 1
 PU1490  PID         -  PU1490
 PU1490  STATE/COUNTY-  SD/MEADE
 PU1490  COUNTRY     -  US
 PU1490  USGS QUAD   -  FORT MEADE NE (2017)
 PU1490
 PU1490                         *CURRENT SURVEY CONTROL
 PU1490  ______________________________________________________________________
 PU1490* NAD 83(1986) POSITION- 44 24 16.     (N) 103 18 31.     (W)   SCALED
 PU1490* NAVD 88 ORTHO HEIGHT -   902.468 (meters)     2960.85  (feet) ADJUSTED
 PU1490  ______________________________________________________________________
 PU1490  GEOID HEIGHT    -        -16.165 (meters)                     GEOID18
 PU1490  DYNAMIC HEIGHT  -        902.201 (meters)     2959.97  (feet) COMP
 PU1490  MODELED GRAVITY -    980,291.8   (mgal)                       NAVD 88
 PU1490
 PU1490  VERT ORDER      -  SECOND    CLASS 0
 PU1490
 PU1490.The horizontal coordinates were scaled from a map and have
 PU1490.an estimated accuracy of +/- 6 seconds.
 PU1490
 PU1490.The orthometric height was determined by differential leveling and
 PU1490.adjusted by the NATIONAL GEODETIC SURVEY
 PU1490.in June 1991.
 PU1490
 PU1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1490.GEOID18 height accuracy estimate available here.
 PU1490
 PU1490.Click photographs - Photos may exist for this station.
 PU1490
 PU1490.The dynamic height is computed by dividing the NAVD 88
 PU1490.geopotential number by the normal gravity value computed on the
 PU1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1490.degrees latitude (g = 980.6199 gals.).
 PU1490
 PU1490.The modeled gravity was interpolated from observed gravity values.
 PU1490
 PU1490;                    North         East    Units  Estimated Accuracy
 PU1490;SPC SD N     -    68,850.      336,510.      MT  (+/- 180 meters Scaled)
 PU1490
 PU1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK346181(NAD 83)
 PU1490
 PU1490                          SUPERSEDED SURVEY CONTROL
 PU1490
 PU1490  NGVD 29 (??/??/92)  901.973  (m)         2959.22   (f) ADJ UNCH    2 0
 PU1490
 PU1490.Superseded values are not recommended for survey control.
 PU1490
 PU1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1490.See file dsdata.pdf to determine how the superseded data were derived.
 PU1490
 PU1490_MARKER: DR = REFERENCE MARK DISK
 PU1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1490_STAMPING: HAM NO 1 1961
 PU1490_MARK LOGO: CGS
 PU1490_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1490+STABILITY: SURFACE MOTION
 PU1490
 PU1490  HISTORY     - Date     Condition        Report By
 PU1490  HISTORY     - 1961     MONUMENTED       CGS
 PU1490
 PU1490                          STATION DESCRIPTION
 PU1490
 PU1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1490'11 MI E FROM STURGIS.
 PU1490'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1490'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST
 PU1490'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1490'EAST AND SOUTHEAST ALONG A DIRT AND SURFACED ROAD FOR 6.2 MILES,
 PU1490'ABOUT 370 FEET WEST OF THE ROAD ON A SMALL HILL, 80 FEET EAST
 PU1490'OF A POWER POLE, 66.7 FEET EAST OF A WITNESS POST, AND SET IN
 PU1490'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1491 ***********************************************************************
 PU1491  DESIGNATION -  HAM RM 2
 PU1491  PID         -  PU1491
 PU1491  STATE/COUNTY-  SD/MEADE
 PU1491  COUNTRY     -  US
 PU1491  USGS QUAD   -  FORT MEADE NE (2017)
 PU1491
 PU1491                         *CURRENT SURVEY CONTROL
 PU1491  ______________________________________________________________________
 PU1491* NAD 83(1986) POSITION- 44 24 16.     (N) 103 18 31.     (W)   SCALED
 PU1491* NAVD 88 ORTHO HEIGHT -   902.601 (meters)     2961.28  (feet) ADJUSTED
 PU1491  ______________________________________________________________________
 PU1491  GEOID HEIGHT    -        -16.165 (meters)                     GEOID18
 PU1491  DYNAMIC HEIGHT  -        902.334 (meters)     2960.41  (feet) COMP
 PU1491  MODELED GRAVITY -    980,291.8   (mgal)                       NAVD 88
 PU1491
 PU1491  VERT ORDER      -  SECOND    CLASS 0
 PU1491
 PU1491.The horizontal coordinates were scaled from a map and have
 PU1491.an estimated accuracy of +/- 6 seconds.
 PU1491
 PU1491.The orthometric height was determined by differential leveling and
 PU1491.adjusted by the NATIONAL GEODETIC SURVEY
 PU1491.in June 1991.
 PU1491
 PU1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1491.GEOID18 height accuracy estimate available here.
 PU1491
 PU1491.Click photographs - Photos may exist for this station.
 PU1491
 PU1491.The dynamic height is computed by dividing the NAVD 88
 PU1491.geopotential number by the normal gravity value computed on the
 PU1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1491.degrees latitude (g = 980.6199 gals.).
 PU1491
 PU1491.The modeled gravity was interpolated from observed gravity values.
 PU1491
 PU1491;                    North         East    Units  Estimated Accuracy
 PU1491;SPC SD N     -    68,850.      336,510.      MT  (+/- 180 meters Scaled)
 PU1491
 PU1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK346181(NAD 83)
 PU1491
 PU1491                          SUPERSEDED SURVEY CONTROL
 PU1491
 PU1491  NGVD 29 (??/??/92)  902.106  (m)         2959.66   (f) ADJ UNCH    2 0
 PU1491
 PU1491.Superseded values are not recommended for survey control.
 PU1491
 PU1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1491.See file dsdata.pdf to determine how the superseded data were derived.
 PU1491
 PU1491_MARKER: DR = REFERENCE MARK DISK
 PU1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1491_STAMPING: HAM NO 2 1961
 PU1491_MARK LOGO: CGS
 PU1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1491+STABILITY: SURFACE MOTION
 PU1491
 PU1491  HISTORY     - Date     Condition        Report By
 PU1491  HISTORY     - 1961     MONUMENTED       CGS
 PU1491
 PU1491                          STATION DESCRIPTION
 PU1491
 PU1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1491'11 MI E FROM STURGIS.
 PU1491'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1491'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST
 PU1491'AND NORTHEAST ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE
 PU1491'EAST AND SOUTHEAST ALONG A DIRT AND SURFACED ROAD FOR 6.2 MILES,
 PU1491'ABOUT 370 FEET WEST OF THE ROAD ON A SMALL HILL, 47.7 FEET
 PU1491'NORTH OF A WITNESS POST, 39 FEET NORTH OF A POWER POLE, AND SET
 PU1491'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0674 ***********************************************************************
 PS0674  DESIGNATION -  HAMILTON
 PS0674  PID         -  PS0674
 PS0674  STATE/COUNTY-  SD/HYDE
 PS0674  COUNTRY     -  US
 PS0674  USGS QUAD   -  HIGHMORE SE (2017)
 PS0674
 PS0674                         *CURRENT SURVEY CONTROL
 PS0674  ______________________________________________________________________
 PS0674* NAD 83(1996) POSITION- 44 36 06.23700(N) 099 22 24.03436(W)   ADJUSTED
 PS0674* NAVD 88 ORTHO HEIGHT -   521.    (meters)     1709.    (feet) SCALED
 PS0674  ______________________________________________________________________
 PS0674  GEOID HEIGHT    -        -23.745 (meters)                     GEOID18
 PS0674  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 PS0674  HORZ ORDER      -  FIRST
 PS0674
 PS0674.The horizontal coordinates were established by classical geodetic methods
 PS0674.and adjusted by the National Geodetic Survey in January 1998.
 PS0674
 PS0674.The orthometric height was scaled from a topographic map.
 PS0674
 PS0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0674.GEOID18 height accuracy estimate available here.
 PS0674
 PS0674.Click photographs - Photos may exist for this station.
 PS0674
 PS0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0674
 PS0674. The following values were computed from the NAD 83(1996) position.
 PS0674
 PS0674;                    North         East     Units Scale Factor Converg.
 PS0674;SPC SD N     -    85,578.759   649,749.021   MT  0.99996969   +0 26 36.6
 PS0674;SPC SD N     -   280,769.65  2,131,718.25   sFT  0.99996969   +0 26 36.6
 PS0674;UTM  14      - 4,938,777.259   470,371.735   MT  0.99961079   -0 15 43.8
 PS0674
 PS0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0674!SPC SD N     -   0.99992199  x   0.99996969  =   0.99989168
 PS0674!UTM  14      -   0.99992199  x   0.99961079  =   0.99953281
 PS0674
 PS0674:                Primary Azimuth Mark                     Grid Az
 PS0674:SPC SD N     -  HAMILTON AZ MK                           179 15 36.1
 PS0674:UTM  14      -  HAMILTON AZ MK                           179 57 56.5
 PS0674
 PS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7037138777(NAD 83)
 PS0674
 PS0674|---------------------------------------------------------------------|
 PS0674| PID    Reference Object                     Distance      Geod. Az  |
 PS0674|                                                           dddmmss.s |
 PS0674| CO5138 HAMILTON RM 1                        30.227 METERS 00802     |
 PS0674| CO5139 HAMILTON RM 2                        26.373 METERS 17151     |
 PS0674| CO5137 HAMILTON AZ MK                                     1794212.7 |
 PS0674| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.11.2 KM 2084616.0 |
 PS0674|---------------------------------------------------------------------|
 PS0674
 PS0674                          SUPERSEDED SURVEY CONTROL
 PS0674
 PS0674  NAD 83(1986)-  44 36 06.23401(N)    099 22 24.04119(W) AD(       ) 1
 PS0674  NAD 27      -  44 36 06.29800(N)    099 22 22.64200(W) AD(       ) 1
 PS0674
 PS0674.Superseded values are not recommended for survey control.
 PS0674
 PS0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0674.See file dsdata.pdf to determine how the superseded data were derived.
 PS0674
 PS0674_MARKER: DS = TRIANGULATION STATION DISK
 PS0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0674_STAMPING: HAMILTON 1951
 PS0674_MARK LOGO: CGS
 PS0674_PROJECTION: FLUSH
 PS0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0674+STABILITY: SURFACE MOTION
 PS0674
 PS0674  HISTORY     - Date     Condition        Report By
 PS0674  HISTORY     - 1951     MONUMENTED       CGS
 PS0674  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 PS0674
 PS0674                          STATION DESCRIPTION
 PS0674
 PS0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0674'THE STATION IS LOCATED ABOUT 3 MILES EAST AND 5-1/2 MILES NORTH
 PS0674'OF THE SMALL TOWN OF HIGHMORE ON THE WEST SIDE OF A GRAVEL
 PS0674'ROAD.  IT IS 85 FEET WEST OF A POWER POLE WITH A TRIANGLE
 PS0674'BLAZE, 47 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 14.6
 PS0674'FEET WEST SOUTHWEST OF A WHITE WITNESS POST AND 39 FEET SOUTH
 PS0674'SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS SET FLUSH WITH
 PS0674'THE GROUND AND THE DISK IS STAMPED HAMILTON 1951.
 PS0674'
 PS0674'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE CENTERLINE OF THE
 PS0674'GRAVEL ROAD AND 1 FOOT WEST OF THE EDGE OF A GRADER DITCH.
 PS0674'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PS0674'HAMILTON NO 1 1951.
 PS0674'
 PS0674'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF A TELEPHONE POLE,
 PS0674'38 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 2 FEET
 PS0674'WEST OF THE EDGE OF A GRADER DITCH.  THE MARK PROJECTS ABOUT
 PS0674'4 INCHES AND THE DISK IS STAMPED HAMILTON NO 2 1951.
 PS0674'
 PS0674'AZIMUTH MARK IS 39 FEET WEST OF THE CENTERLINE OF A GRAVEL
 PS0674'ROAD, 6 FEET WEST OF A FENCE CORNER POST, 2 FEET WEST NORTHWEST
 PS0674'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE
 PS0674'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 PS0674'HAMILTON 1951.
 PS0674'
 PS0674'TO REACH THE STATION FROM THE POST OFFICE IN HIGHMORE, GO WEST
 PS0674'FOR 0.05 MILE TO A CROSS STREETS.  TURN RIGHT (NORTH) AND GO
 PS0674'0.55 MILE TO U.S. HIGHWAY 14.  TURN RIGHT (EAST) AND GO 3.0
 PS0674'MILES TO A GRAVEL CROSSROADS.  TURN LEFT (NORTH) AND FOLLOW
 PS0674'GRAVEL ROAD FOR 1.3 MILES.  TURN RIGHT (EAST) AND GO 0.3 MILE.
 PS0674'TURN LEFT (NORTH) AND GO 3.0 MILES TO A CROSSROADS AND SCHOOL,
 PS0674'CONTINUE NORTH FOR 0.55 MILE TO AZIMUTH MARK ON WEST SIDE OF
 PS0674'ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE TO STATION ON
 PS0674'WEST SIDE OF ROAD AS DESCRIBED.
 PS0674'
 PS0674'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PS0674
 PS0674                          STATION RECOVERY (2012)
 PS0674
 PS0674'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 PS0674'AFTER A SEARCH OF THE INDICATED AREA, WAS UNABLE TO LOCATE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0667 ***********************************************************************
 OR0667  DESIGNATION -  HAMILTON AZ MK
 OR0667  PID         -  OR0667
 OR0667  STATE/COUNTY-  SD/GREGORY
 OR0667  COUNTRY     -  US
 OR0667  USGS QUAD   -  LUCAS SE (2017)
 OR0667
 OR0667                         *CURRENT SURVEY CONTROL
 OR0667  ______________________________________________________________________
 OR0667* NAD 83(1986) POSITION- 43 17 13.     (N) 099 04 11.     (W)   SCALED
 OR0667* NAVD 88 ORTHO HEIGHT -   601.073 (meters)     1972.02  (feet) ADJUSTED
 OR0667  ______________________________________________________________________
 OR0667  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 OR0667  DYNAMIC HEIGHT  -        600.868 (meters)     1971.35  (feet) COMP
 OR0667  MODELED GRAVITY -    980,260.0   (mgal)                       NAVD 88
 OR0667
 OR0667  VERT ORDER      -  FIRST     CLASS II
 OR0667
 OR0667.The horizontal coordinates were scaled from a map and have
 OR0667.an estimated accuracy of +/- 6 seconds.
 OR0667
 OR0667.The orthometric height was determined by differential leveling and
 OR0667.adjusted by the NATIONAL GEODETIC SURVEY
 OR0667.in June 1991.
 OR0667
 OR0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0667.GEOID18 height accuracy estimate available here.
 OR0667
 OR0667.Click photographs - Photos may exist for this station.
 OR0667
 OR0667.The dynamic height is computed by dividing the NAVD 88
 OR0667.geopotential number by the normal gravity value computed on the
 OR0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0667.degrees latitude (g = 980.6199 gals.).
 OR0667
 OR0667.The modeled gravity was interpolated from observed gravity values.
 OR0667
 OR0667;                    North         East    Units  Estimated Accuracy
 OR0667;SPC SD S     -   106,720.      702,540.      MT  (+/- 180 meters Scaled)
 OR0667
 OR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN943926(NAD 83)
 OR0667
 OR0667                          SUPERSEDED SURVEY CONTROL
 OR0667
 OR0667  NGVD 29 (??/??/92)  600.737  (m)         1970.92   (f) ADJ UNCH    1 2
 OR0667
 OR0667.Superseded values are not recommended for survey control.
 OR0667
 OR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0667.See file dsdata.pdf to determine how the superseded data were derived.
 OR0667
 OR0667_MARKER: DZ = AZIMUTH MARK DISK
 OR0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0667_STAMPING: HAMILTON MRC 1945
 OR0667_MARK LOGO: CGS
 OR0667_PROJECTION: PROJECTING 21 CENTIMETERS
 OR0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0667+STABILITY: SURFACE MOTION
 OR0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0667+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0667
 OR0667  HISTORY     - Date     Condition        Report By
 OR0667  HISTORY     - 1945     MONUMENTED       CGS
 OR0667  HISTORY     - 1949     GOOD             CGS
 OR0667  HISTORY     - 20120115 GOOD             INDIV
 OR0667
 OR0667                          STATION DESCRIPTION
 OR0667
 OR0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0667'19.8 MI NW FROM BONESTEEL.
 OR0667'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0667'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0
 OR0667'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A
 OR0667'GRAVEL ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD,
 OR0667'THENCE 4.5 MILES NORTH ALONG A DIRT ROAD, THENCE 9.2 MILES
 OR0667'NORTHWEST ALONG A DIRT AD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 OR0667'LEADING WEST AND SOUTHEAST, 115.3 FEET SOUTHEAST OF THE SOUTHEAST
 OR0667'CORNER OF A SCHOOL BUILDING, ON THE EAST EDGE OF A BLUFF OVERLOOKING
 OR0667'THE MISSOURI RIVER, 67 FEET NORTHEAST OF THE CENTER LINE OF THE
 OR0667'ROAD, 1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 OR0667'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OR0667
 OR0667                          STATION RECOVERY (2012)
 OR0667
 OR0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0670 ***********************************************************************
 OR0670  DESIGNATION -  HAMILTON RESET
 OR0670  PID         -  OR0670
 OR0670  STATE/COUNTY-  SD/GREGORY
 OR0670  COUNTRY     -  US
 OR0670  USGS QUAD   -  LUCAS SE (2017)
 OR0670
 OR0670                         *CURRENT SURVEY CONTROL
 OR0670  ______________________________________________________________________
 OR0670* NAD 83(1996) POSITION- 43 16 27.47892(N) 099 02 19.01811(W)   ADJUSTED
 OR0670* NAVD 88 ORTHO HEIGHT -   615.761 (meters)     2020.21  (feet) ADJUSTED
 OR0670  ______________________________________________________________________
 OR0670  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OR0670  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 OR0670  DYNAMIC HEIGHT  -        615.555 (meters)     2019.53  (feet) COMP
 OR0670  MODELED GRAVITY -    980,265.7   (mgal)                       NAVD 88
 OR0670
 OR0670  HORZ ORDER      -  SECOND
 OR0670  VERT ORDER      -  FIRST     CLASS II
 OR0670
 OR0670.The horizontal coordinates were established by classical geodetic methods
 OR0670.and adjusted by the National Geodetic Survey in January 1998.
 OR0670
 OR0670.The orthometric height was determined by differential leveling and
 OR0670.adjusted by the NATIONAL GEODETIC SURVEY
 OR0670.in June 1991.
 OR0670
 OR0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0670.GEOID18 height accuracy estimate available here.
 OR0670
 OR0670.Click photographs - Photos may exist for this station.
 OR0670
 OR0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0670
 OR0670.The dynamic height is computed by dividing the NAVD 88
 OR0670.geopotential number by the normal gravity value computed on the
 OR0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0670.degrees latitude (g = 980.6199 gals.).
 OR0670
 OR0670.The modeled gravity was interpolated from observed gravity values.
 OR0670
 OR0670. The following values were computed from the NAD 83(1996) position.
 OR0670
 OR0670;                    North         East     Units Scale Factor Converg.
 OR0670;SPC SD S     -   105,351.952   705,089.498   MT  0.99992480   +0 53 35.4
 OR0670;SPC SD S     -   345,642.20  2,313,281.13   sFT  0.99992480   +0 53 35.4
 OR0670;UTM  14      - 4,791,276.768   496,866.499   MT  0.99960012   -0 01 35.3
 OR0670
 OR0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0670!SPC SD S     -   0.99990755  x   0.99992480  =   0.99983236
 OR0670!UTM  14      -   0.99990755  x   0.99960012  =   0.99950771
 OR0670
 OR0670:                Primary Azimuth Mark                     Grid Az
 OR0670:SPC SD S     -  HAMILTON AZ MK                           297 57 17.1
 OR0670:UTM  14      -  HAMILTON AZ MK                           298 52 27.8
 OR0670
 OR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9686691276(NAD 83)
 OR0670
 OR0670|---------------------------------------------------------------------|
 OR0670| PID    Reference Object                     Distance      Geod. Az  |
 OR0670|                                                           dddmmss.s |
 OR0670| OR0834 PLATTE MUNICIPAL TANK               APPROX.20.1 KM 0520011.4 |
 OR0670| OR0671 HAMILTON RM 2                        12.600 METERS 17306     |
 OR0670| OR0895 BURKE MUNICIPAL TANK                APPROX.23.1 KM 2431402.3 |
 OR0670| OR0667 HAMILTON AZ MK                                     2985052.5 |
 OR0670| OR0669 HAMILTON RM 1                        12.680 METERS 30837     |
 OR0670|---------------------------------------------------------------------|
 OR0670
 OR0670                          SUPERSEDED SURVEY CONTROL
 OR0670
 OR0670  NAD 83(1995)-  43 16 27.47913(N)    099 02 19.01939(W) AD(       ) 2
 OR0670  NAD 83(1986)-  43 16 27.48434(N)    099 02 19.02782(W) AD(       ) 2
 OR0670  NAD 27      -  43 16 27.49200(N)    099 02 17.69800(W) AD(       ) 2
 OR0670  MORC        -  43 16 25.20000(N)    099 02 18.26000(W) AD(       ) 3
 OR0670  NGVD 29 (??/??/92)  615.43   (m)         2019.1    (f) COMPUTED    1 2
 OR0670  NGVD 29             615.43   (m)         2019.1    (f) LEVELING    3  
 OR0670
 OR0670.Superseded values are not recommended for survey control.
 OR0670
 OR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0670.See file dsdata.pdf to determine how the superseded data were derived.
 OR0670
 OR0670_MARKER: DS = TRIANGULATION STATION DISK
 OR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0670_STAMPING: HAMILTON MRC 1945
 OR0670_MARK LOGO: CGS
 OR0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0670+STABILITY: SURFACE MOTION
 OR0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0670+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0670
 OR0670  HISTORY     - Date     Condition        Report By
 OR0670  HISTORY     - 1945     MONUMENTED       MORC
 OR0670  HISTORY     - 1948     GOOD             MORC
 OR0670  HISTORY     - 1949     GOOD             CGS
 OR0670  HISTORY     - 20120115 GOOD             INDIV
 OR0670
 OR0670                          STATION DESCRIPTION
 OR0670
 OR0670'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 OR0670'THE STATION IS LOCATED ABOUT 14 MILES NE OF THE VILLAGE OF
 OR0670'BURKE AND 8.5 MILES ESE OF THE SMALL VILLAGE OF LUCAS.  IT IS
 OR0670'ON A BENCH WHICH EXTENDS TO N FROM A HIGH AND ROLLING CULTIVATED
 OR0670'AREA AND OVERLOOKS THE MISSOURI RIVER TO THE N AND E.  IT IS
 OR0670'ABOUT 0.4 MILE NE OF A CONCRETE TANK THAT IS ABOUT ON THE
 OR0670'SAME ELEVATION AS THE STATION, 0.05 MILE N OF A FARM ROAD THAT
 OR0670'IS ALONG THE SUMMIT OF THE BLUFFS, AND 6 FEET W OF A STANDARD
 OR0670'WITNESS POST.
 OR0670'
 OR0670'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 OR0670'POST, STAMPED HAMILTON M R C 1945, AND PROJECTS 3 INCHES.
 OR0670'
 OR0670'REFERENCE MARK 1 IS 41.60 FEET NW OF THE STATION AND ABOUT 2
 OR0670'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 OR0670'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED HAMILTON
 OR0670'M R C NO 1 1945, AND PROJECTS 5 INCHES.
 OR0670'
 OR0670'REFERENCE MARK 2 IS 41.34 FEET SE OF THE STATION AND ABOUT
 OR0670'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 OR0670'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 OR0670'HAMILTON M R C NO 2 1945, AND PROJECTS 7 INCHES.
 OR0670'
 OR0670'THE AZIMUTH MARK IS APPROXIMATELY 1.8 MILES NW OF THE STATION,
 OR0670'103 FEET SE OF THE SE CORNER OF A SCHOOLHOUSE WHICH IS PAINTED
 OR0670'WHITE, 60 FEET NE OF A FARM ROAD, AND 2 FEET S OF A STANDARD
 OR0670'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 OR0670'CONCRETE POST, STAMPED HAMILTON M R C 1945, AND PROJECTS 7
 OR0670'INCHES.
 OR0670'
 OR0670'TO REACH THE STATION FROM THE RAILROAD STATION IN THE VILLAGE
 OR0670'OF BURKE AND U.S. HIGHWAY 18, GO N INTO THE BUSINESS DISTRICT
 OR0670'OF BURKE FOR 0.35 MILE, THENCE RIGHT FOR 0.2 MILE TO A GRAVELED
 OR0670'CROSSROAD, THENCE TURN LEFT AND GO N AND E FOR 7.65 MILES TO A
 OR0670'T-ROAD INTERSECTION.  HERE TURN RIGHT AND GO E FOR 2.3 MILES
 OR0670'TO A T-ROAD LEFT (SMALL VILLAGE OF LUCAS IS 0.35 MILE N OF
 OR0670'THIS POINT).  CONTINUE ON E FOR 0.45 MILE TO A LEFT ANGLE TURN,
 OR0670'TURN LEFT AND GO 0.5 MILE TO A RIGHT ANGLE TURN, TURN RIGHT ON
 OR0670'WINDING ROAD E AND N FOR 2.3 MILES TO A RIGHT ANGLE TURN,
 OR0670'HERE TURN RIGHT AND GO E FOR 0.75 MILE TO A T-ROAD LEFT,
 OR0670'CONTINUE E FOR 1.4 MILES TO A CURVE ON THE BLUFF OVERLOOKING
 OR0670'THE MISSOURI RIVER, CONTINUE SE ALONG BLUFFS FOR 0.45 MILE TO
 OR0670'A Y-INTERSECTION AND A SCHOOLHOUSE ON THE RIGHT, KEEP RIGHT AND
 OR0670'GO 2.9 MILES TO A SCHOOLHOUSE ON THE LEFT AND THE AZIMUTH
 OR0670'MARK AS DESCRIBED.  CONTINUE IN AN E DIRECTION FOR 0.45 MILE
 OR0670'TO A FORK, THENCE LEFT OFF MAIN ROAD AND GO E FOR 0.25 MILE TO
 OR0670'A WIRE GATE, PASS THROUGH GATE AND CONTINUE E FOR 1.45
 OR0670'MILES TO WHERE THE ROAD IS JUST TO THE N OF AN E-W FENCE LINE,
 OR0670'TURN LEFT OFF ROAD AND GO NNE FOR 0.05 MILE TO THE SUMMIT OF THE
 OR0670'BLUFF AND STATION AS DESCRIBED.
 OR0670'
 OR0670'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 OR0670
 OR0670                          STATION RECOVERY (1948)
 OR0670
 OR0670'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1948 (MEW)
 OR0670'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WAS FOUND
 OR0670'IN GOOD CONDITION.  THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.
 OR0670'
 OR0670'THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS AN AZIMUTH
 OR0670'MARK WAS CHECKED.
 OR0670
 OR0670                          STATION RECOVERY (1949)
 OR0670
 OR0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0670'17.8 MI NW FROM BONESTEEL.
 OR0670'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0670'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0670'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0670'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0670'MILES NORTH ALONG A DIRT ROAD, THENCE 7.2 MILES NORTHWEST ALONG A
 OR0670'DIRT ROAD, ON A POINT OF THE BLUFFS OVERLOOKING THE MISSOURI
 OR0670'RIVER, 186 FEET NORTH OF THE CENTER LINE OF THE ROAD, 365 FEET
 OR0670'NORTHEAST OF THE CENTER LINE OF A GATE, 49 FEET NORTHEAST OF A
 OR0670'POINT ON THE PROJECTED CENTER LINE OF A NORTHWEST-SOUTHEAST SECTION
 OR0670'OF THE ROAD, 41.5 FEET EAST OF REFERENCE MARK NO. 1, 41.3 FEET
 OR0670'NORTHWEST OF REFERENCE MARK NO. 2, 2 FEET SOUTHWEST OF A REFERENCE
 OR0670'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OR0670'THE GROUND.
 OR0670
 OR0670                          STATION RECOVERY (2012)
 OR0670
 OR0670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0669 ***********************************************************************
 OR0669  DESIGNATION -  HAMILTON RM 1
 OR0669  PID         -  OR0669
 OR0669  STATE/COUNTY-  SD/GREGORY
 OR0669  COUNTRY     -  US
 OR0669  USGS QUAD   -  LUCAS SE (2017)
 OR0669
 OR0669                         *CURRENT SURVEY CONTROL
 OR0669  ______________________________________________________________________
 OR0669* NAD 83(1986) POSITION- 43 16 27.74   (N) 099 02 19.46   (W)   HD_HELD1
 OR0669* NAVD 88 ORTHO HEIGHT -   615.271 (meters)     2018.60  (feet) ADJUSTED
 OR0669  ______________________________________________________________________
 OR0669  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OR0669  DYNAMIC HEIGHT  -        615.066 (meters)     2017.93  (feet) COMP
 OR0669  MODELED GRAVITY -    980,265.7   (mgal)                       NAVD 88
 OR0669
 OR0669  VERT ORDER      -  FIRST     CLASS II
 OR0669
 OR0669.The horizontal coordinates were determined by differentially corrected
 OR0669.hand held GPS observations or other comparable positioning techniques
 OR0669.and have an estimated accuracy of +/- 3 meters.
 OR0669
 OR0669.The orthometric height was determined by differential leveling and
 OR0669.adjusted by the NATIONAL GEODETIC SURVEY
 OR0669.in June 1991.
 OR0669
 OR0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0669.GEOID18 height accuracy estimate available here.
 OR0669
 OR0669.Click photographs - Photos may exist for this station.
 OR0669
 OR0669.The dynamic height is computed by dividing the NAVD 88
 OR0669.geopotential number by the normal gravity value computed on the
 OR0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0669.degrees latitude (g = 980.6199 gals.).
 OR0669
 OR0669.The modeled gravity was interpolated from observed gravity values.
 OR0669
 OR0669;                    North         East    Units  Estimated Accuracy
 OR0669;SPC SD S     -   105,359.9     705,079.4     MT  (+/- 3 meters HH1 GPS) 
 OR0669
 OR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9685691284(NAD 83)
 OR0669
 OR0669                          SUPERSEDED SURVEY CONTROL
 OR0669
 OR0669  NGVD 29 (??/??/92)  614.940  (m)         2017.52   (f) ADJ UNCH    1 2
 OR0669
 OR0669.Superseded values are not recommended for survey control.
 OR0669
 OR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0669.See file dsdata.pdf to determine how the superseded data were derived.
 OR0669
 OR0669_MARKER: DR = REFERENCE MARK DISK
 OR0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0669_STAMPING: HAMILTON MRC NO 1 1945
 OR0669_MARK LOGO: CGS
 OR0669_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0669+STABILITY: SURFACE MOTION
 OR0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0669+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0669
 OR0669  HISTORY     - Date     Condition        Report By
 OR0669  HISTORY     - 1945     MONUMENTED       CGS
 OR0669  HISTORY     - 1949     GOOD             CGS
 OR0669  HISTORY     - 20120115 GOOD             INDIV
 OR0669
 OR0669                          STATION DESCRIPTION
 OR0669
 OR0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0669'17.8 MI NW FROM BONESTEEL.
 OR0669'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0669'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0669'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0669'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0669'MILES NORTH ALONG A DIRT ROAD, THENCE 7.2 MILES NORTHWEST ALONG
 OR0669'A DIRT ROAD, ON A POINT OF THE BLUFFS OVERLOOKING THE MISSOURI
 OR0669'RIVER, 186 FEET NORTH OF THE CENTER LINE OF THE ROAD, 353 FEET
 OR0669'NORTHEAST OF THE CENTER LINE OF A GATE, 26 FEET NORTHEAST OF A
 OR0669'POINT ON THE PROJECTED CENTER LINE OF A NORTHWEST-SOUTHEAST SECTION
 OR0669'OF THE ROAD, 41.5 FEET WEST OF TRIANGULATION STATION HAMILTON MRC
 OR0669'1945, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 OR0669'THE GROUND.
 OR0669
 OR0669                          STATION RECOVERY (2012)
 OR0669
 OR0669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0671 ***********************************************************************
 OR0671  DESIGNATION -  HAMILTON RM 2
 OR0671  PID         -  OR0671
 OR0671  STATE/COUNTY-  SD/GREGORY
 OR0671  COUNTRY     -  US
 OR0671  USGS QUAD   -  LUCAS SE (2017)
 OR0671
 OR0671                         *CURRENT SURVEY CONTROL
 OR0671  ______________________________________________________________________
 OR0671* NAD 83(1986) POSITION- 43 16 27.07   (N) 099 02 18.95   (W)   HD_HELD1
 OR0671* NAVD 88 ORTHO HEIGHT -   615.691 (meters)     2019.98  (feet) ADJUSTED
 OR0671  ______________________________________________________________________
 OR0671  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OR0671  DYNAMIC HEIGHT  -        615.485 (meters)     2019.30  (feet) COMP
 OR0671  MODELED GRAVITY -    980,265.7   (mgal)                       NAVD 88
 OR0671
 OR0671  VERT ORDER      -  FIRST     CLASS II
 OR0671
 OR0671.The horizontal coordinates were determined by differentially corrected
 OR0671.hand held GPS observations or other comparable positioning techniques
 OR0671.and have an estimated accuracy of +/- 3 meters.
 OR0671
 OR0671.The orthometric height was determined by differential leveling and
 OR0671.adjusted by the NATIONAL GEODETIC SURVEY
 OR0671.in June 1991.
 OR0671
 OR0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0671.GEOID18 height accuracy estimate available here.
 OR0671
 OR0671.Click photographs - Photos may exist for this station.
 OR0671
 OR0671.The dynamic height is computed by dividing the NAVD 88
 OR0671.geopotential number by the normal gravity value computed on the
 OR0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0671.degrees latitude (g = 980.6199 gals.).
 OR0671
 OR0671.The modeled gravity was interpolated from observed gravity values.
 OR0671
 OR0671;                    North         East    Units  Estimated Accuracy
 OR0671;SPC SD S     -   105,339.4     705,091.2     MT  (+/- 3 meters HH1 GPS) 
 OR0671
 OR0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9686891264(NAD 83)
 OR0671
 OR0671                          SUPERSEDED SURVEY CONTROL
 OR0671
 OR0671  NGVD 29 (??/??/92)  615.360  (m)         2018.89   (f) ADJ UNCH    1 2
 OR0671
 OR0671.Superseded values are not recommended for survey control.
 OR0671
 OR0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0671.See file dsdata.pdf to determine how the superseded data were derived.
 OR0671
 OR0671_MARKER: DR = REFERENCE MARK DISK
 OR0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0671_STAMPING: HAMILTON MRC NO 2 1945
 OR0671_MARK LOGO: CGS
 OR0671_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0671+STABILITY: SURFACE MOTION
 OR0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0671+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0671
 OR0671  HISTORY     - Date     Condition        Report By
 OR0671  HISTORY     - 1945     MONUMENTED       CGS
 OR0671  HISTORY     - 1949     GOOD             CGS
 OR0671  HISTORY     - 20120115 GOOD             INDIV
 OR0671
 OR0671                          STATION DESCRIPTION
 OR0671
 OR0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0671'17.8 MI NW FROM BONESTEEL.
 OR0671'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0671'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0671'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0671'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0671'MILES NORTH ALONG A DIRT ROAD, THENCE 7.2 MILES NORTHWEST ALONG A
 OR0671'DIRT ROAD, ON A POINT OF THE BLUFFS OVERLOOKING THE MISSOURI
 OR0671'RIVER, 156 FEET NORTH OF THE CENTER LINE OF THE ROAD, 350 FEET
 OR0671'NORTHEAST OF THE CENTER LINE OF A GATE, 46 FEET NORTHEAST
 OR0671'OF A POINT ON THE PROJECTED CENTER LINE OF A NORTHWEST-SOUTHEAST
 OR0671'SECTION OF THE ROAD, 41.3 FEET SOUTHEAST OF TRIANGULATION
 OR0671'STATION HAMILTON MRC 1945, SET IN THE TOP OF A CONCRETE POST
 OR0671'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OR0671
 OR0671                          STATION RECOVERY (2012)
 OR0671
 OR0671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0690 ***********************************************************************
 PS0690  DESIGNATION -  HAND
 PS0690  PID         -  PS0690
 PS0690  STATE/COUNTY-  SD/HAND
 PS0690  COUNTRY     -  US
 PS0690  USGS QUAD   -  PRAIRIE CENTER SCHOOL (2017)
 PS0690
 PS0690                         *CURRENT SURVEY CONTROL
 PS0690  ______________________________________________________________________
 PS0690* NAD 83(1996) POSITION- 44 11 47.77687(N) 099 09 26.48399(W)   ADJUSTED
 PS0690* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PS0690  ______________________________________________________________________
 PS0690  GEOID HEIGHT    -        -24.757 (meters)                     GEOID18
 PS0690  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 PS0690  HORZ ORDER      -  SECOND
 PS0690
 PS0690.The horizontal coordinates were established by classical geodetic methods
 PS0690.and adjusted by the National Geodetic Survey in January 1998.
 PS0690
 PS0690.The orthometric height was scaled from a topographic map.
 PS0690
 PS0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0690.GEOID18 height accuracy estimate available here.
 PS0690
 PS0690.Click photographs - Photos may exist for this station.
 PS0690
 PS0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0690
 PS0690. The following values were computed from the NAD 83(1996) position.
 PS0690
 PS0690;                    North         East     Units Scale Factor Converg.
 PS0690;SPC SD N     -    40,718.735   667,363.751   MT  1.00004942   +0 35 46.9
 PS0690;SPC SD N     -   133,591.38  2,189,509.24   sFT  1.00004942   +0 35 46.9
 PS0690;SPC SD S     -   207,664.715   694,001.483   MT  0.99995778   +0 48 40.5
 PS0690;SPC SD S     -   681,313.32  2,276,903.20   sFT  0.99995778   +0 48 40.5
 PS0690;UTM  14      - 4,893,721.704   487,425.803   MT  0.99960194   -0 06 34.9
 PS0690
 PS0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0690!SPC SD N     -   0.99991540  x   1.00004942  =   0.99996481
 PS0690!SPC SD S     -   0.99991540  x   0.99995778  =   0.99987318
 PS0690!UTM  14      -   0.99991540  x   0.99960194  =   0.99951737
 PS0690
 PS0690:                Primary Azimuth Mark                     Grid Az
 PS0690:SPC SD N     -  HAND AZ MK                               267 29 16.3
 PS0690:SPC SD S     -  HAND AZ MK                               267 16 22.7
 PS0690:UTM  14      -  HAND AZ MK                               268 11 38.1
 PS0690
 PS0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8742593721(NAD 83)
 PS0690
 PS0690|---------------------------------------------------------------------|
 PS0690| PID    Reference Object                     Distance      Geod. Az  |
 PS0690|                                                           dddmmss.s |
 PS0690| CO5141 HAND RM 1                            26.159 METERS 02653     |
 PS0690| CO5142 HAND RM 2                            25.883 METERS 13109     |
 PS0690| CO5140 HAND AZ MK                                         2680503.2 |
 PS0690|---------------------------------------------------------------------|
 PS0690
 PS0690                          SUPERSEDED SURVEY CONTROL
 PS0690
 PS0690  NAD 83(1986)-  44 11 47.77500(N)    099 09 26.49085(W) AD(       ) 2
 PS0690  NAD 27      -  44 11 47.81400(N)    099 09 25.13000(W) AD(       ) 2
 PS0690
 PS0690.Superseded values are not recommended for survey control.
 PS0690
 PS0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0690.See file dsdata.pdf to determine how the superseded data were derived.
 PS0690
 PS0690_MARKER: DS = TRIANGULATION STATION DISK
 PS0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0690_STAMPING: HAND 1948
 PS0690_MARK LOGO: CGS
 PS0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0690+STABILITY: SURFACE MOTION
 PS0690
 PS0690  HISTORY     - Date     Condition        Report By
 PS0690  HISTORY     - 1948     MONUMENTED       CGS
 PS0690  HISTORY     - 1951     GOOD             CGS
 PS0690
 PS0690                          STATION DESCRIPTION
 PS0690
 PS0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0690'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHWEST OF GANN
 PS0690'VALLEY, ALONG THE NORTH SIDE OF ROAD THAT RUNS EAST AND
 PS0690'WEST BETWEEN HAND AND BUFFALO COUNTIES.  IT IS 35 FEET NORTH
 PS0690'OF THE CENTERLINE OF THE ROAD AND 7 FEET NORTH-NORTHEAST OF
 PS0690'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PS0690'IS STAMPED HAND 1948.
 PS0690'
 PS0690'REFERENCE MARK NO. 1 IS 85.82 FEET NORTH-NORTHEAST OF THE
 PS0690'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0690'HAND NO 1 1948.
 PS0690'
 PS0690'REFERENCE MARK NO. 2 IS 84.92 FEET SOUTHEAST OF THE STATION,
 PS0690'22 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH
 PS0690'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PS0690'STAMPED HAND NO 2 1948.
 PS0690'
 PS0690'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 24 FEET
 PS0690'SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A WITNESS
 PS0690'POST AND 2 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 6
 PS0690'INCHES AND THE DISK IS STAMPED HAND 1948.
 PS0690'
 PS0690'TO REACH FROM THE T INTERSECTION EAST OF FORT THOMPSON, GO
 PS0690'NORTH ON HIGHWAY 47 1.65 MILES TO CROSSROADS, TURN RIGHT (EAST)
 PS0690'ON NEW GRADED ROAD 10.8 MILES TO A CONCRETE BRIDGE, CONTINUE
 PS0690'ON EAST 1.0 MILE TO A SECTION LINE ROAD LEFT, TURN LEFT (NORTH)
 PS0690'0.5 MILE TO A GATE, PASS THRU GATE AND CONTINUE NORTH 0.45
 PS0690'MILE TO A GATE AND A T ROAD LEFT.  HERE CONTINUE NORTH 1.0
 PS0690'MILE TO A GATE, PASS THRU GATE AND CONTINUE NORTH 2.1 MILES
 PS0690'TO A T ROAD RIGHT AT HOUSE IN SOUTHEAST ANGLE OF ROADS,
 PS0690'CONTINUE ON (NORTH) 4.2 MILES TO A T ROAD RIGHT, TURN RIGHT
 PS0690'(EAST) ON LITTLE USED ROAD 2.2 MILES TO THE AZIMUTH MARK ON
 PS0690'THE RIGHT, CONTINUE EAST 0.3 MILE TO THE STATION ON THE
 PS0690'LEFT.
 PS0690'
 PS0690'A 4 FOOT SIGNAL AT EDEN 1937 IS V.G.
 PS0690'
 PS0690'A 47 FOOT SIGNAL AT ANDERSON IS V.G.
 PS0690'
 PS0690'A 60 FOOT SIGNAL AT ELM IS V.G.
 PS0690'
 PS0690'A 47 FOOT SIGNAL AT CONVENT IS V.G.
 PS0690'
 PS0690'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PS0690
 PS0690                          STATION RECOVERY (1951)
 PS0690
 PS0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0690'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948,
 PS0690'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 PS0690'WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK.  THE 1948 TO
 PS0690'REACH WAS NOT CHECKED AND A NEW AND COMPLETE TO REACH FOLLOWS--
 PS0690'
 PS0690'TO REACH THE STATION FROM THE POST OFFICE IN REE HEIGHTS, GO
 PS0690'SOUTH FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 PS0690'WEST FOR 0.2 MILE TO A CROSSROADS.  TURN LEFT AND GO SOUTH FOR
 PS0690'10.4 MILES TO SIDE ROAD LEFT AND SIGN EXCEL RANCH HEADQUARTERS,
 PS0690'CONTINUE SOUTH ON MAIN GRAVEL ROAD FOR 12.1 MILES TO A JOG
 PS0690'IN THE ROAD AND A TRACK ROAD EAST.  TURN LEFT (EAST) AND FOLLOW
 PS0690'TRACK ROAD FOR 2.1 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE
 PS0690'EAST FOR 0.3 MILE TO STATION ON LEFT.
 PS0690'
 PS0690'OBSERVATIONS TAKEN FROM A 37 FOOT STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0447 ***********************************************************************
 QQ0447  DESIGNATION -  HANGAR
 QQ0447  PID         -  QQ0447
 QQ0447  STATE/COUNTY-  SD/CLARK
 QQ0447  COUNTRY     -  US
 QQ0447  USGS QUAD   -  CROCKER (2017)
 QQ0447
 QQ0447                         *CURRENT SURVEY CONTROL
 QQ0447  ______________________________________________________________________
 QQ0447* NAD 83(1996) POSITION- 45 03 26.83317(N) 097 51 00.10587(W)   ADJUSTED
 QQ0447* NAVD 88 ORTHO HEIGHT -   570.    (meters)     1870.    (feet) SCALED
 QQ0447  ______________________________________________________________________
 QQ0447  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 QQ0447  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 QQ0447  HORZ ORDER      -  FIRST
 QQ0447
 QQ0447.The horizontal coordinates were established by classical geodetic methods
 QQ0447.and adjusted by the National Geodetic Survey in January 1998.
 QQ0447
 QQ0447.The orthometric height was scaled from a topographic map.
 QQ0447
 QQ0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0447.GEOID18 height accuracy estimate available here.
 QQ0447
 QQ0447.Click photographs - Photos may exist for this station.
 QQ0447
 QQ0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0447
 QQ0447. The following values were computed from the NAD 83(1996) position.
 QQ0447
 QQ0447;                    North         East     Units Scale Factor Converg.
 QQ0447;SPC SD N     -   138,275.671   769,318.661   MT  0.99993912   +1 31 17.8
 QQ0447;SPC SD N     -   453,659.43  2,524,006.31   sFT  0.99993912   +1 31 17.8
 QQ0447;UTM  14      - 4,989,976.006   590,544.645   MT  0.99970081   +0 48 50.5
 QQ0447
 QQ0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0447!SPC SD N     -   0.99991445  x   0.99993912  =   0.99985357
 QQ0447!UTM  14      -   0.99991445  x   0.99970081  =   0.99961528
 QQ0447
 QQ0447:                Primary Azimuth Mark                     Grid Az
 QQ0447:SPC SD N     -  HANGAR AZ MK                             186 08 23.3
 QQ0447:UTM  14      -  HANGAR AZ MK                             186 50 50.6
 QQ0447
 QQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9054489976(NAD 83)
 QQ0447
 QQ0447|---------------------------------------------------------------------|
 QQ0447| PID    Reference Object                     Distance      Geod. Az  |
 QQ0447|                                                           dddmmss.s |
 QQ0447| CO5145 HANGAR RM 2                          16.758 METERS 00145     |
 QQ0447| CO5143 HANGAR AZ MK                                       1873941.1 |
 QQ0447| CO5144 HANGAR RM 1                          17.872 METERS 23059     |
 QQ0447|---------------------------------------------------------------------|
 QQ0447
 QQ0447                          SUPERSEDED SURVEY CONTROL
 QQ0447
 QQ0447  NAD 83(1986)-  45 03 26.83503(N)    097 51 00.09079(W) AD(       ) 1
 QQ0447  NAD 27      -  45 03 26.98410(N)    097 50 58.77787(W) AD(       ) 1
 QQ0447
 QQ0447.Superseded values are not recommended for survey control.
 QQ0447
 QQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0447.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0447
 QQ0447_MARKER: DS = TRIANGULATION STATION DISK
 QQ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0447_STAMPING: HANGAR 1952
 QQ0447_MARK LOGO: CGS
 QQ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0447+STABILITY: SURFACE MOTION
 QQ0447
 QQ0447  HISTORY     - Date     Condition        Report By
 QQ0447  HISTORY     - 1952     MONUMENTED       CGS
 QQ0447
 QQ0447                          STATION DESCRIPTION
 QQ0447
 QQ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0447'THE STATION IS ABOUT 8 MILES SOUTHEAST OF CRANDALL, 4-1/2 MILES
 QQ0447'SOUTHWEST OF CROCKER, IN SECTION 6, T 118 N, R 58 W, ON LAND
 QQ0447'OWNED BY CLINTON CLARK, 200 FEET SOUTHEAST OF A FENCE CORNER, 125
 QQ0447'FEET NORTHWEST OF A SMALL AIRPLANE HANGAR, 40 FEET SOUTHWEST OF
 QQ0447'A ROCK PILE, AND 6 FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST.
 QQ0447'
 QQ0447'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER, GO SOUTH
 QQ0447'ACROSS RAILROAD TRACK FOR 0.1 MILE TO A T-INTERSECTION, TURN
 QQ0447'RIGHT AND GO WEST AND SOUTH ON MAIN ROAD FOR 4.25 MILES TO A
 QQ0447'CROSS ROAD AT TWO MAILBOXES ON THE LEFT, TURN RIGHT AND GO WEST
 QQ0447'ON GRAVELED ROAD FOR 2.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 QQ0447'AND GO NORTH FOR 0.55 MILE TO TWO WIRE GATES ON LEFT, TURN LEFT
 QQ0447'THROUGH SOUTH GATE AND FOLLOW TRACK ROAD WEST FOR 0.5 MILE TO
 QQ0447'WHITE AIRPLANE HANGAR AT TOP OF HILL AND STATION AS DESCRIBED,
 QQ0447'GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK IN THE FENCE LINE.
 QQ0447'
 QQ0447'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QQ0447'HANGAR 1952.
 QQ0447'
 QQ0447'REFERENCE MARK 1 IS 75 FEET EAST OF A WIRE FENCE.  THE MARK
 QQ0447'PROJECTS 4 INCHES, AND THE DISK IS STAMPED HANGAR NO 1 1952.
 QQ0447'
 QQ0447'REFERENCE MARK 2 IS 35 FEET NORTHWEST OF A ROCK PILE.  THE MARK
 QQ0447'PROJECTS 4 INCHES, AND THE DISK IS STAMPED HANGAR NO 2 1952.
 QQ0447'
 QQ0447'THE AZIMUTH MARK IS 3 FEET NORTH OF A 4 X 4 INCH WITNESS
 QQ0447'POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 QQ0447'AND THE DISK IS STAMPED HANGAR 1952.
 QQ0447'
 QQ0447'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2388 ***********************************************************************
 PU2388  DESIGNATION -  HANIFY
 PU2388  PID         -  PU2388
 PU2388  STATE/COUNTY-  SD/BUTTE
 PU2388  COUNTRY     -  US
 PU2388  USGS QUAD   -  MUD BUTTES (2017)
 PU2388
 PU2388                         *CURRENT SURVEY CONTROL
 PU2388  ______________________________________________________________________
 PU2388* NAD 83(1996) POSITION- 44 46 07.27414(N) 103 49 52.01879(W)   ADJUSTED
 PU2388* NAVD 88 ORTHO HEIGHT -  1005.    (meters)     3297.    (feet) SCALED
 PU2388  ______________________________________________________________________
 PU2388  GEOID HEIGHT    -        -15.568 (meters)                     GEOID18
 PU2388  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 PU2388  HORZ ORDER      -  SECOND
 PU2388
 PU2388.The horizontal coordinates were established by classical geodetic methods
 PU2388.and adjusted by the National Geodetic Survey in January 1998.
 PU2388
 PU2388.The orthometric height was scaled from a topographic map.
 PU2388
 PU2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2388.GEOID18 height accuracy estimate available here.
 PU2388
 PU2388.Click photographs - Photos may exist for this station.
 PU2388
 PU2388.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2388
 PU2388. The following values were computed from the NAD 83(1996) position.
 PU2388
 PU2388;                    North         East     Units Scale Factor Converg.
 PU2388;SPC SD N     -   111,112.942   296,843.647   MT  0.99995121   -2 42 41.1
 PU2388;SPC SD N     -   364,543.04    973,894.53   sFT  0.99995121   -2 42 41.1
 PU2388;UTM  13      - 4,957,919.511   592,495.897   MT  0.99970521   +0 49 23.7
 PU2388
 PU2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2388!SPC SD N     -   0.99984481  x   0.99995121  =   0.99979603
 PU2388!UTM  13      -   0.99984481  x   0.99970521  =   0.99955007
 PU2388
 PU2388:                Primary Azimuth Mark                     Grid Az
 PU2388:SPC SD N     -  H 25                                     256 59 44.1
 PU2388:UTM  13      -  H 25                                     253 27 39.3
 PU2388
 PU2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9249557919(NAD 83)
 PU2388
 PU2388|---------------------------------------------------------------------|
 PU2388| PID    Reference Object                     Distance      Geod. Az  |
 PU2388|                                                           dddmmss.s |
 PU2388| CQ3884 HANIFY RM 1                           8.307 METERS 11515     |
 PU2388| CQ3885 HANIFY RM 2                           9.029 METERS 21127     |
 PU2388| PU1768 H 25                                               2541703.0 |
 PU2388|---------------------------------------------------------------------|
 PU2388
 PU2388                          SUPERSEDED SURVEY CONTROL
 PU2388
 PU2388  NAD 83(1993)-  44 46 07.26926(N)    103 49 52.01970(W) AD(       ) 2
 PU2388  NAD 83(1986)-  44 46 07.26293(N)    103 49 52.01388(W) AD(       ) 2
 PU2388  NAD 27      -  44 46 07.31750(N)    103 49 50.27760(W) AD(       ) 2
 PU2388
 PU2388.Superseded values are not recommended for survey control.
 PU2388
 PU2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2388.See file dsdata.pdf to determine how the superseded data were derived.
 PU2388
 PU2388_MARKER: DS = TRIANGULATION STATION DISK
 PU2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2388_STAMPING: HANIFY 1962
 PU2388_MARK LOGO: CGS
 PU2388_PROJECTION: FLUSH
 PU2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2388+STABILITY: SURFACE MOTION
 PU2388
 PU2388  HISTORY     - Date     Condition        Report By
 PU2388  HISTORY     - 1962     MONUMENTED       CGS
 PU2388
 PU2388                          STATION DESCRIPTION
 PU2388
 PU2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2388'THE STATION IS 6-1/2 MILES NORTH OF BELLE FOURCHE, 1 MILE
 PU2388'EAST OF U.S. HIGHWAY 85, ON THE SUMMIT OF A PROMINENT GRASSY
 PU2388'RIDGE AT A POINT WHERE A POWER LINE CROSSES THE RIDGE AND ON
 PU2388'LAND OWNED BY MR. KENNETH HANIFY.
 PU2388'
 PU2388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND
 PU2388'85 IN THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85
 PU2388'FOR 5.7 MILES TO THE AZIMUTH MARK (B.M. H 25) ON THE LEFT,
 PU2388'WEST SIDE OF THE HIGHWAY.  CONTINUE NORTH ON HIGHWAY 85 FOR
 PU2388'0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A
 PU2388'GRAVEL ROAD FOR 1.1 MILES TO A CATTLE GUARD.  CROSS THE CATTLE
 PU2388'GUARD AND GO NORTH AND EASTERLY ON THE GRAVEL ROAD FOR 0.1
 PU2388'MILE TO A ROAD FORK.  BEAR LEFT AND GO NORTHERLY ON A GRAVEL
 PU2388'ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT ON THE CREST OF THE
 PU2388'RIDGE.  TURN RIGHT AND GO EAST FOR 102 FEET TO THE STATION ON THE
 PU2388'LEFT, NORTH SIDE OF THE ROAD.
 PU2388'
 PU2388'STATION MARKS ARE STANDARD DISKS STAMPED HANIFY 1962.  THE
 PU2388'SURFACE DISK IS SET IN A CONCRETE CYLINDER FLUSH WITH THE
 PU2388'SURFACE OF THE GROUND.  IT IS 102 FEET EAST OF THE MAIN ROAD
 PU2388'AND THE TRACK ROAD JUNCTION, 13 FEET NORTH OF THE CENTER OF THE
 PU2388'TRACK ROAD AND 8.5 FEET EAST OF A POWER POLE.  THE UNDERGROUND
 PU2388'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 50 INCHES BELOW
 PU2388'THE SURFACE OF THE GROUND.
 PU2388'
 PU2388'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANIFY NO 1 1962,
 PU2388'IS SET IN A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 PU2388'GROUND.  IT IS 36 FEET EAST OF THE POWER POLE AND 16 FEET
 PU2388'NORTH OF THE CENTER OF THE TRACK ROAD.
 PU2388'
 PU2388'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANIFY NO 2 1962,
 PU2388'IS SET IN A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
 PU2388'IT IS 29 FEET SOUTH OF THE POWER POLE AND 16 FEET SOUTH OF THE
 PU2388'CENTER OF THE TRACK ROAD.
 PU2388'
 PU2388'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY
 PU2388'BENCH MARK DISK STAMPED H 25 1934.  IT IS SET IN A SQUARE
 PU2388'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 74 FEET SOUTH OF
 PU2388'A POWER POLE, 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY 85
 PU2388'AND 4 FEET WEST OF A METAL WITNESS POST.
 PU2388'
 PU2388'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0746 ***********************************************************************
 OQ0746  DESIGNATION -  HANNAH
 OQ0746  PID         -  OQ0746
 OQ0746  STATE/COUNTY-  SD/LINCOLN
 OQ0746  COUNTRY     -  US
 OQ0746  USGS QUAD   -  BERESFORD NW (2017)
 OQ0746
 OQ0746                         *CURRENT SURVEY CONTROL
 OQ0746  ______________________________________________________________________
 OQ0746* NAD 83(1996) POSITION- 43 09 07.41814(N) 096 55 19.79978(W)   ADJUSTED
 OQ0746* NAVD 88 ORTHO HEIGHT -   385.    (meters)     1263.    (feet) SCALED
 OQ0746  ______________________________________________________________________
 OQ0746  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 OQ0746  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 OQ0746  HORZ ORDER      -  FIRST
 OQ0746
 OQ0746.The horizontal coordinates were established by classical geodetic methods
 OQ0746.and adjusted by the National Geodetic Survey in January 1998.
 OQ0746
 OQ0746.The orthometric height was scaled from a topographic map.
 OQ0746
 OQ0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0746.GEOID18 height accuracy estimate available here.
 OQ0746
 OQ0746.Click photographs - Photos may exist for this station.
 OQ0746
 OQ0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0746
 OQ0746. The following values were computed from the NAD 83(1996) position.
 OQ0746
 OQ0746;                    North         East     Units Scale Factor Converg.
 OQ0746;SPC SD S     -    96,650.083   877,368.242   MT  0.99993979   +2 21 11.5
 OQ0746;SPC SD S     -   317,092.81  2,878,498.97   sFT  0.99993979   +2 21 11.5
 OQ0746;UTM  14      - 4,779,796.740   668,944.988   MT  0.99995113   +1 25 17.2
 OQ0746
 OQ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0746!SPC SD S     -   0.99994370  x   0.99993979  =   0.99988349
 OQ0746!UTM  14      -   0.99994370  x   0.99995113  =   0.99989483
 OQ0746
 OQ0746:                Primary Azimuth Mark                     Grid Az
 OQ0746:SPC SD S     -  HANNAH AZ MK                             050 12 48.2
 OQ0746:UTM  14      -  HANNAH AZ MK                             051 08 42.5
 OQ0746
 OQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6894479796(NAD 83)
 OQ0746
 OQ0746|---------------------------------------------------------------------|
 OQ0746| PID    Reference Object                     Distance      Geod. Az  |
 OQ0746|                                                           dddmmss.s |
 OQ0746| OQ0755 LENNOX TANK                         APPROX.22.6 KM 0060458.8 |
 OQ0746| CO3216 HANNAH AZ MK                                       0523359.7 |
 OQ0746| CO3217 HANNAH RM 1                                        09052     |
 OQ0746| OQ0743 BERESFORD NEW TANK                  APPROX.14.4 KM 1215858.9 |
 OQ0746| OQ0736 BERESFORD TANK                      APPROX.14.2 KM 1223229.3 |
 OQ0746| OQ0739 BERESFORD EVAN LUTH CH SPIRE        APPROX.14.2 KM 1225523.1 |
 OQ0746| OQ0737 BERESFORD STACK                     APPROX.14.4 KM 1242508.5 |
 OQ0746| OQ0744 CENTERVILLE STANDPIPE               APPROX. 5.0 KM 2174405.2 |
 OQ0746| OQ0748 HANNAH RM 3                         195.616 METERS 23232     |
 OQ0746| OQ0888 VIBORG TANK                         APPROX.13.1 KM 2791513.4 |
 OQ0746| CO3218 HANNAH RM 2                                        28104     |
 OQ0746| OQ0747 HANNAH RM 4                         170.897 METERS 30812     |
 OQ0746| OQ0887 HURLEY TANK                         APPROX.17.4 KM 3270408.3 |
 OQ0746| OQ0756 DAVIS TANK                          APPROX.13.2 KM 3333159.5 |
 OQ0746|---------------------------------------------------------------------|
 OQ0746
 OQ0746                          SUPERSEDED SURVEY CONTROL
 OQ0746
 OQ0746  NAD 83(1995)-  43 09 07.42013(N)    096 55 19.79694(W) AD(       ) 1
 OQ0746  NAD 83(1986)-  43 09 07.42320(N)    096 55 19.78763(W) AD(       ) 1
 OQ0746  NAD 27      -  43 09 07.46900(N)    096 55 18.62200(W) AD(       ) 1
 OQ0746
 OQ0746.Superseded values are not recommended for survey control.
 OQ0746
 OQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0746.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0746
 OQ0746_MARKER: DS = TRIANGULATION STATION DISK
 OQ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0746_STAMPING: HANNAH 1935
 OQ0746_MARK LOGO: CGS
 OQ0746_PROJECTION: RECESSED 30 CENTIMETERS
 OQ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0746+STABILITY: SURFACE MOTION
 OQ0746
 OQ0746  HISTORY     - Date     Condition        Report By
 OQ0746  HISTORY     - 1935     MONUMENTED       CGS
 OQ0746  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0746  HISTORY     - 1975     GOOD             NGS
 OQ0746
 OQ0746                          STATION DESCRIPTION
 OQ0746
 OQ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0746'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 7, T. 96 N., R.
 OQ0746'51 W., ABOUT 8 MILES WEST AND 2 MILES NORTH OF BERESFORD AND
 OQ0746'ABOUT 2 MILES EAST AND 2-1/2 MILES NORTH OF CENTERVILLE ON PROPERTY
 OQ0746'OWNED BY HANNAH OLSON.
 OQ0746'
 OQ0746'TO REACH FROM THE RAILROAD STATION IN CENTERVILLE, GO NORTH ON
 OQ0746'MAIN STREET FOR 0.3 MILE, TURN RIGHT (EAST) AND GO 0.5 MILE, TURN
 OQ0746'LEFT (NORTH) AND GO 0.45 MILE, TURN RIGHT (EAST) AND GO 1.45 MILES,
 OQ0746'TURN LEFT (NORTH) AND GO 1.75 MILES TO FENCE LINE AND STATION,
 OQ0746'0.1 MILE EAST ON EDGE OF CULTIVATED FIELD AND HIGHEST GROUND.
 OQ0746'MARK IS 7 FEET NORTH OF FENCE, AND IS 12 INCHES UNDERGROUND.
 OQ0746'
 OQ0746'REFERENCE MARK NO. 1 IS EAST OF STATION, 1 FOOT NORTH OF FENCE,
 OQ0746'AND PROJECTS 8 INCHES.
 OQ0746'
 OQ0746'REFERENCE MARK NO. 2 IS WEST BY NORTH OF STATION, 2 FEET EAST
 OQ0746'OF FENCE, 30 FEET EAST OF CENTERLINE OF ROAD, AND PROJECTS
 OQ0746'6 INCHES.
 OQ0746'
 OQ0746'AZIMUTH MARK IS NORTHEAST OF STATION.  TO REACH, RETURN TO ROAD
 OQ0746'AND GO 0.3 MILE NORTH, TURN RIGHT (EAST) AND GO 0.45 MILE TO MARK
 OQ0746'ON RIGHT (SOUTH) BY FENCE CORNER.  MARK IS 32 FEET SOUTH OF
 OQ0746'CENTERLINE OF ROAD, 2 FEET SOUTH OF FENCE, 2 FEET WEST OF FENCE,
 OQ0746'AND PROJECTS 4 INCHES.
 OQ0746'
 OQ0746'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 OQ0746
 OQ0746                          STATION RECOVERY (1966)
 OQ0746
 OQ0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (RFP)
 OQ0746'STATION SEARCHED FOR/NOT FOUND
 OQ0746'
 OQ0746'R.M. 1 FOUND PULLED FROM GROUND
 OQ0746'
 OQ0746'R.M. 2 AF/NF
 OQ0746'
 OQ0746'AZIMUTH MARK FOUND IN GOOD CONDITION
 OQ0746
 OQ0746                          STATION RECOVERY (1975)
 OQ0746
 OQ0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0746'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OQ0746'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND LYING ON TOP OF THE
 OQ0746'GROUND NEAR THE HIGHWAY.  REFERENCE MARK NO. 2 WAS FOUND IN PLACE,
 OQ0746'BUT HAD BEEN BUMPED BY ROAD MACHINERY.  THE DISKS WERE REMOVED
 OQ0746'FROM REFERENCE MARKS NO. 1 AND NO. 2 AT THIS TIME.  REFERENCE
 OQ0746'MARKS NO. 3 AND NO. 4 WERE SET.
 OQ0746'
 OQ0746'A NEW DESCRIPTION FOLLOWS--
 OQ0746'
 OQ0746'THE STATION IS LOCATED IN THE NW 1/4 OF SEC 7, T 96 N, R 51 W.,
 OQ0746'ABOUT 6 MILES WEST AND 2 MILES NORTH OF BERESFORD, AND 2 MILES
 OQ0746'EAST AND 2-1/2 MILES NORTH OF CENTERVILLE IN A CULTIVATED FIELD
 OQ0746'ON PROPERTY OWNED BY HEIRS OF HANNAH OLSON.
 OQ0746'
 OQ0746'TO REACH THE STATION FROM THE RAILROAD STATION IN CENTERVILLE,
 OQ0746'GO NORTH ON MAIN STREET FOR 0.3 MILE, TURN RIGHT AND GO EAST 0.5
 OQ0746'MILE, TURN LEFT AND GO NORTH 0.45 MILE, TURN RIGHT AND GO EAST
 OQ0746'1.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH 1.8 MILES
 OQ0746'TO A FIELD ENTRANCE AND REFERENCE MARK NO. 4 ON THE RIGHT AND THE
 OQ0746'STATION AS DESCRIBED.
 OQ0746'
 OQ0746'TO REACH THE AZIMUTH MARK FROM THE FIELD ENTRANCE AT THE STATION,
 OQ0746'GO NORTH ON THE GRADED ROAD 0.2 MILE TO A CROSSROAD, TURN RIGHT
 OQ0746'AND GO EAST 0.45 MILE TO THE MARK ON THE RIGHT AT A T FENCE
 OQ0746'CORNER AND PROPERTY LINE.
 OQ0746'
 OQ0746'THE STATION MARK IS A STANDARD DISK STAMPED HANNAH 1935 SET IN
 OQ0746'THE TOP OF A ROUND CONCRETE MONUMENT 16-INCHES BELOW GROUND
 OQ0746'SURFACE.  IT IS 562 FEET SOUTHEAST OF THE NORTH GATE POST, AND
 OQ0746'476 FEET EAST OF THE CENTER OF THE ROAD.
 OQ0746'
 OQ0746'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HANNAH 1935 NO
 OQ0746'3 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OQ0746'4-INCHES.  IT IS 0.15 MILE NORTH OF A CROSS FENCE AND FARMSTEAD,
 OQ0746'735 FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 35 FEET WEST
 OQ0746'OF THE CENTER OF THE ROAD, 37 FEET NORTH OF A POWER POLE, 37 FEET
 OQ0746'SOUTH OF A TIE-CUT FENCE POST, 1-FOOT EAST OF A FENCE, AND 1.4
 OQ0746'FEET SOUTH OF A METAL WITNESS POST.
 OQ0746'
 OQ0746'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HANNAH 1935 NO 4
 OQ0746'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OQ0746'GROUND.  IT IS 35 FEET EAST OF THE CENTER OF THE ROAD, 12 FEET
 OQ0746'NORTH OF THE CENTER OF THE FIELD ENTRANCE, 1-FOOT SOUTH OF THE
 OQ0746'NORTH GATE POST, AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 OQ0746'
 OQ0746'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HANNAH 1935, SET IN
 OQ0746'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT
 OQ0746'IS 32 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF THE
 OQ0746'EAST WEST FENCE, 2 FEET WEST OF THE PROPERTY LINE FENCE, AND 2.5
 OQ0746'FEET SOUTH OF A METAL WITNESS POST.
 OQ0746'
 OQ0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0746'ABOUT 3 MILES NE OF CENTERVILLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0748 ***********************************************************************
 OQ0748  DESIGNATION -  HANNAH RM 3
 OQ0748  PID         -  OQ0748
 OQ0748  STATE/COUNTY-  SD/LINCOLN
 OQ0748  COUNTRY     -  US
 OQ0748  USGS QUAD   -  BERESFORD NW (2017)
 OQ0748
 OQ0748                         *CURRENT SURVEY CONTROL
 OQ0748  ______________________________________________________________________
 OQ0748* NAD 83(1996) POSITION- 43 09 03.56255(N) 096 55 26.67180(W)   NO CHECK
 OQ0748* NAVD 88 ORTHO HEIGHT -   385.    (meters)     1263.    (feet) SCALED
 OQ0748  ______________________________________________________________________
 OQ0748  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 OQ0748  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 OQ0748  HORZ ORDER      -  THIRD
 OQ0748
 OQ0748.The horizontal coordinates were established by classical geodetic methods
 OQ0748.and adjusted by the National Geodetic Survey in January 1998.
 OQ0748
 OQ0748.No horizontal observational check was made to the station.
 OQ0748
 OQ0748.The orthometric height was scaled from a topographic map.
 OQ0748
 OQ0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0748.GEOID18 height accuracy estimate available here.
 OQ0748
 OQ0748.Click photographs - Photos may exist for this station.
 OQ0748
 OQ0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0748
 OQ0748. The following values were computed from the NAD 83(1996) position.
 OQ0748
 OQ0748;                    North         East     Units Scale Factor Converg.
 OQ0748;SPC SD S     -    96,524.834   877,217.996   MT  0.99993994   +2 21 06.8
 OQ0748;SPC SD S     -   316,681.89  2,878,006.04   sFT  0.99993994   +2 21 06.8
 OQ0748;UTM  14      - 4,779,673.949   668,792.723   MT  0.99995049   +1 25 12.4
 OQ0748
 OQ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0748!SPC SD S     -   0.99994370  x   0.99993994  =   0.99988364
 OQ0748!UTM  14      -   0.99994370  x   0.99995049  =   0.99989419
 OQ0748
 OQ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6879279673(NAD 83)
 OQ0748
 OQ0748|---------------------------------------------------------------------|
 OQ0748| PID    Reference Object                     Distance      Geod. Az  |
 OQ0748|                                                           dddmmss.s |
 OQ0748| OQ0747 HANNAH RM 4                         225.638 METERS 00520     |
 OQ0748| OQ0746 HANNAH                              195.616 METERS 05232     |
 OQ0748|---------------------------------------------------------------------|
 OQ0748
 OQ0748                          SUPERSEDED SURVEY CONTROL
 OQ0748
 OQ0748  NAD 83(1995)-  43 09 03.56454(N)    096 55 26.66897(W) AD(       ) 3
 OQ0748  NAD 83(1986)-  43 09 03.56762(N)    096 55 26.65966(W) AD(       ) 3
 OQ0748  NAD 27      -  43 09 03.61340(N)    096 55 25.49383(W) AD(       ) 3
 OQ0748
 OQ0748.Superseded values are not recommended for survey control.
 OQ0748
 OQ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0748.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0748
 OQ0748_MARKER: DR = REFERENCE MARK DISK
 OQ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0748_STAMPING: HANNAH 1935 NO 3 1975
 OQ0748_MARK LOGO: NGS
 OQ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0748+STABILITY: SURFACE MOTION
 OQ0748
 OQ0748  HISTORY     - Date     Condition        Report By
 OQ0748  HISTORY     - 1975     MONUMENTED       NGS
 OQ0748
 OQ0748                          STATION DESCRIPTION
 OQ0748
 OQ0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0748'TO REACH THE STATION FROM THE RAILROAD STATION IN CENTERVILLE,
 OQ0748'GO NORTH ON MAIN STREET FOR 0.3 MILE, TURN RIGHT AND GO EAST 0.5
 OQ0748'MILE, TURN LEFT AND GO NORTH 0.45 MILE, TURN RIGHT AND GO EAST
 OQ0748'1.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH 1.8 MILES
 OQ0748'TO A FIELD ENTRANCE AND REFERENCE MARK NO. 4 ON THE RIGHT AND THE
 OQ0748'STATION AS DESCRIBED.
 OQ0748'
 OQ0748'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HANNAH 1935 NO
 OQ0748'3 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OQ0748'4-INCHES.  IT IS 0.15 MILE NORTH OF A CROSS FENCE AND FARMSTEAD,
 OQ0748'735 FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 35 FEET WEST
 OQ0748'OF THE CENTER OF THE ROAD, 37 FEET NORTH OF A POWER POLE, 37 FEET
 OQ0748'SOUTH OF A TIE-CUT FENCE POST, 1-FOOT EAST OF A FENCE, AND 1.4
 OQ0748'FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0747 ***********************************************************************
 OQ0747  DESIGNATION -  HANNAH RM 4
 OQ0747  PID         -  OQ0747
 OQ0747  STATE/COUNTY-  SD/LINCOLN
 OQ0747  COUNTRY     -  US
 OQ0747  USGS QUAD   -  BERESFORD NW (2017)
 OQ0747
 OQ0747                         *CURRENT SURVEY CONTROL
 OQ0747  ______________________________________________________________________
 OQ0747* NAD 83(1996) POSITION- 43 09 10.84262(N) 096 55 25.74399(W)   NO CHECK
 OQ0747* NAVD 88 ORTHO HEIGHT -   385.    (meters)     1263.    (feet) SCALED
 OQ0747  ______________________________________________________________________
 OQ0747  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 OQ0747  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 OQ0747  HORZ ORDER      -  THIRD
 OQ0747
 OQ0747.The horizontal coordinates were established by classical geodetic methods
 OQ0747.and adjusted by the National Geodetic Survey in January 1998.
 OQ0747
 OQ0747.No horizontal observational check was made to the station.
 OQ0747
 OQ0747.The orthometric height was scaled from a topographic map.
 OQ0747
 OQ0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0747.GEOID18 height accuracy estimate available here.
 OQ0747
 OQ0747.Click photographs - Photos may exist for this station.
 OQ0747
 OQ0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0747
 OQ0747. The following values were computed from the NAD 83(1996) position.
 OQ0747
 OQ0747;                    North         East     Units Scale Factor Converg.
 OQ0747;SPC SD S     -    96,750.153   877,229.721   MT  0.99993965   +2 21 07.4
 OQ0747;SPC SD S     -   317,421.13  2,878,044.51   sFT  0.99993965   +2 21 07.4
 OQ0747;UTM  14      - 4,779,899.051   668,808.111   MT  0.99995056   +1 25 13.2
 OQ0747
 OQ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0747!SPC SD S     -   0.99994370  x   0.99993965  =   0.99988335
 OQ0747!UTM  14      -   0.99994370  x   0.99995056  =   0.99989426
 OQ0747
 OQ0747:                Primary Azimuth Mark                     Grid Az
 OQ0747:SPC SD S     -  CENTERVILLE STANDPIPE                    213 24 24.8
 OQ0747:UTM  14      -  CENTERVILLE STANDPIPE                    214 20 19.0
 OQ0747
 OQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6880879899(NAD 83)
 OQ0747
 OQ0747|---------------------------------------------------------------------|
 OQ0747| PID    Reference Object                     Distance      Geod. Az  |
 OQ0747|                                                           dddmmss.s |
 OQ0747| OQ0743 BERESFORD NEW TANK                  APPROX.14.5 KM 1220317.1 |
 OQ0747| OQ0746 HANNAH                              170.897 METERS 12812     |
 OQ0747| OQ0748 HANNAH RM 3                         225.638 METERS 18520     |
 OQ0747| OQ0744 CENTERVILLE STANDPIPE               APPROX. 5.0 KM 2154532.2 |
 OQ0747|---------------------------------------------------------------------|
 OQ0747
 OQ0747                          SUPERSEDED SURVEY CONTROL
 OQ0747
 OQ0747  NAD 83(1995)-  43 09 10.84461(N)    096 55 25.74114(W) AD(       ) 3
 OQ0747  NAD 83(1986)-  43 09 10.84769(N)    096 55 25.73183(W) AD(       ) 3
 OQ0747  NAD 27      -  43 09 10.89352(N)    096 55 24.56594(W) AD(       ) 3
 OQ0747
 OQ0747.Superseded values are not recommended for survey control.
 OQ0747
 OQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0747.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0747
 OQ0747_MARKER: DR = REFERENCE MARK DISK
 OQ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0747_STAMPING: HANNAH 1935 NO 4 1975
 OQ0747_MARK LOGO: NGS
 OQ0747_PROJECTION: FLUSH
 OQ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0747+STABILITY: SURFACE MOTION
 OQ0747
 OQ0747  HISTORY     - Date     Condition        Report By
 OQ0747  HISTORY     - 1975     MONUMENTED       NGS
 OQ0747
 OQ0747                          STATION DESCRIPTION
 OQ0747
 OQ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0747'TO REACH THE STATION FROM THE RAILROAD STATION IN CENTERVILLE,
 OQ0747'GO NORTH ON MAIN STREET FOR 0.3 MILE, TURN RIGHT AND GO EAST 0.5
 OQ0747'MILE, TURN LEFT AND GO NORTH 0.45 MILE, TURN RIGHT AND GO EAST
 OQ0747'1.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH 1.8 MILES
 OQ0747'TO A FIELD ENTRANCE AND REFERENCE MARK NO. 4 ON THE RIGHT AND THE
 OQ0747'STATION AS DESCRIBED.
 OQ0747'
 OQ0747'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HANNAH 1935 NO 4
 OQ0747'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OQ0747'GROUND.  IT IS 35 FEET EAST OF THE CENTER OF THE ROAD, 12 FEET
 OQ0747'NORTH OF THE CENTER OF THE FIELD ENTRANCE, 1-FOOT SOUTH OF THE
 OQ0747'NORTH GATE POST, AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0429 ***********************************************************************
 OS0429  DESIGNATION -  HANS
 OS0429  PID         -  OS0429
 OS0429  STATE/COUNTY-  SD/JACKSON
 OS0429  COUNTRY     -  US
 OS0429  USGS QUAD   -  KADOKA NE (2017)
 OS0429
 OS0429                         *CURRENT SURVEY CONTROL
 OS0429  ______________________________________________________________________
 OS0429* NAD 83(1996) POSITION- 43 56 13.07420(N) 101 34 11.96687(W)   ADJUSTED
 OS0429* NAVD 88 ORTHO HEIGHT -   733.094 (meters)     2405.16  (feet) ADJUSTED
 OS0429  ______________________________________________________________________
 OS0429  GEOID HEIGHT    -        -21.434 (meters)                     GEOID18
 OS0429  LAPLACE CORR    -         -9.71  (seconds)                    DEFLEC18
 OS0429  DYNAMIC HEIGHT  -        732.866 (meters)     2404.41  (feet) COMP
 OS0429  MODELED GRAVITY -    980,284.3   (mgal)                       NAVD 88
 OS0429
 OS0429  HORZ ORDER      -  SECOND
 OS0429  VERT ORDER      -  SECOND    CLASS 0
 OS0429
 OS0429.The horizontal coordinates were established by classical geodetic methods
 OS0429.and adjusted by the National Geodetic Survey in January 1998.
 OS0429
 OS0429.The orthometric height was determined by differential leveling and
 OS0429.adjusted by the NATIONAL GEODETIC SURVEY
 OS0429.in June 1991.
 OS0429
 OS0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0429.GEOID18 height accuracy estimate available here.
 OS0429
 OS0429.Click photographs - Photos may exist for this station.
 OS0429
 OS0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0429
 OS0429.The dynamic height is computed by dividing the NAVD 88
 OS0429.geopotential number by the normal gravity value computed on the
 OS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0429.degrees latitude (g = 980.6199 gals.).
 OS0429
 OS0429.The modeled gravity was interpolated from observed gravity values.
 OS0429
 OS0429. The following values were computed from the NAD 83(1996) position.
 OS0429
 OS0429;                    North         East     Units Scale Factor Converg.
 OS0429;SPC SD S     -   178,890.662   500,718.844   MT  0.99992230   -0 51 11.2
 OS0429;SPC SD S     -   586,910.45  1,642,775.07   sFT  0.99992230   -0 51 11.2
 OS0429;UTM  14      - 4,868,082.686   293,732.581   MT  1.00012332   -1 47 01.9
 OS0429
 OS0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0429!SPC SD S     -   0.99988842  x   0.99992230  =   0.99981073
 OS0429!UTM  14      -   0.99988842  x   1.00012332  =   1.00001173
 OS0429
 OS0429:                Primary Azimuth Mark                     Grid Az
 OS0429:SPC SD S     -  HANS AZ MK                               270 34 42.8
 OS0429:UTM  14      -  HANS AZ MK                               271 30 33.5
 OS0429
 OS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9373268082(NAD 83)
 OS0429
 OS0429|---------------------------------------------------------------------|
 OS0429| PID    Reference Object                     Distance      Geod. Az  |
 OS0429|                                                           dddmmss.s |
 OS0429| OS0430 HANS RM 1                            17.622 METERS 17522     |
 OS0429| OS0427 HANS AZ MK                                         2694331.6 |
 OS0429| OS0428 HANS RM 2                            17.375 METERS 27448     |
 OS0429|---------------------------------------------------------------------|
 OS0429
 OS0429                          SUPERSEDED SURVEY CONTROL
 OS0429
 OS0429  NAD 83(1995)-  43 56 13.06639(N)    101 34 11.96993(W) AD(       ) 2
 OS0429  NAD 83(1986)-  43 56 13.06727(N)    101 34 11.97003(W) AD(       ) 2
 OS0429  NAD 27      -  43 56 13.10020(N)    101 34 10.45260(W) AD(       ) 2
 OS0429  NGVD 29 (??/??/92)  732.636  (m)         2403.66   (f) ADJ UNCH    2 0
 OS0429  NGVD 29             732.64   (m)         2403.7    (f) LEVELING    3  
 OS0429
 OS0429.Superseded values are not recommended for survey control.
 OS0429
 OS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0429.See file dsdata.pdf to determine how the superseded data were derived.
 OS0429
 OS0429_MARKER: DS = TRIANGULATION STATION DISK
 OS0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0429_STAMPING: HANS 1961
 OS0429_MARK LOGO: CGS
 OS0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0429+STABILITY: SURFACE MOTION
 OS0429
 OS0429  HISTORY     - Date     Condition        Report By
 OS0429  HISTORY     - 1961     MONUMENTED       CGS
 OS0429  HISTORY     - 1962     GOOD             CGS
 OS0429
 OS0429                          STATION DESCRIPTION
 OS0429
 OS0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0429'THE STATION IS 7.5 MILES, AIRLINE, SOUTH-SOUTHEAST OF PHILIP,
 OS0429'7.0 MILES NORTH-NORTHWEST OF KADOKA, AND 4.5 MILS EAST OF
 OS0429'STATE HIGHWAY 73, IN SECTION 23, T 1 S, R 21 E, ON THE SLOPE
 OS0429'OF A SMAL GRASS COVERED HILL ABOUT 0.5 MILE EAST OF THE SUMMIT.
 OS0429'
 OS0429'TO REACH THE STATION FROM PHILIP.  GO SOUTH ON STATE HIGHWAY
 OS0429'73 FOR 5.3 MILES TO PHILIP JUNCTION, CONTINUE SOUTH ON STATE
 OS0429'HIGHWAY 73 FOR 2 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST
 OS0429'ALONG THE GRAVELED ROAD FOR 4 MILES TO A SIDE ROAD ON THE
 OS0429'RIGHT, CONTINUE EAST, CROSSING A CATTLE GUARD, FOR 0.1
 OS0429'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ALONG
 OS0429'THE ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.
 OS0429'
 OS0429'THE STATION MARK IS A STANDARD DISK STAMPED HANS 1961.  IT
 OS0429'IS SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 OS0429'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 OS0429'113.8 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND ABOUT
 OS0429'3 FEET HIGHER THAN THE ROAD.
 OS0429'
 OS0429'REFERENCE MARK ONE IS A STANDARD DISK STAMPED HANS NO 1 1961.
 OS0429'IT IS SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 OS0429'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 OS0429'56.2 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND ABOUT 1 FOOT
 OS0429'LOWER THAN THE STATION.
 OS0429'
 OS0429'REFERENCE MARK TWO IS A STANDARD DISK STAMPED HANS NO 2 1961.
 OS0429'IT IS SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 OS0429'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 120 FEET
 OS0429'NORTH OF THE ROAD AT ABOUT THE SAME ELEVATION AS THE STATION.
 OS0429'
 OS0429'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HANS 1961.  IT
 OS0429'IS SET IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 OS0429'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 44.8
 OS0429'FEET NORTH OF THE CENTER OF THE ROAD AND 122 FEET SOUTHEAST
 OS0429'OF THE TOP OF A MOUND OF EARTH.
 OS0429
 OS0429                          STATION RECOVERY (1962)
 OS0429
 OS0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0429'12 MI SE FROM PHILIP.
 OS0429'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0429'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 4.6 MILES
 OS0429'EAST ALONG A GRAVELED ROAD, 112 FEET NORTH OF THE CENTER LINE
 OS0429'OF THE ROAD, 35 FEET NORTHEAST OF A POWER POLE, ABOUT 3 FEET
 OS0429'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0429'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0427 ***********************************************************************
 OS0427  DESIGNATION -  HANS AZ MK
 OS0427  PID         -  OS0427
 OS0427  STATE/COUNTY-  SD/JACKSON
 OS0427  COUNTRY     -  US
 OS0427  USGS QUAD   -  KADOKA NE (2017)
 OS0427
 OS0427                         *CURRENT SURVEY CONTROL
 OS0427  ______________________________________________________________________
 OS0427* NAD 83(1986) POSITION- 43 56 13.     (N) 101 34 52.     (W)   SCALED
 OS0427* NAVD 88 ORTHO HEIGHT -   742.421 (meters)     2435.76  (feet) ADJUSTED
 OS0427  ______________________________________________________________________
 OS0427  GEOID HEIGHT    -        -21.391 (meters)                     GEOID18
 OS0427  DYNAMIC HEIGHT  -        742.189 (meters)     2435.00  (feet) COMP
 OS0427  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OS0427
 OS0427  VERT ORDER      -  SECOND    CLASS 0
 OS0427
 OS0427.The horizontal coordinates were scaled from a map and have
 OS0427.an estimated accuracy of +/- 6 seconds.
 OS0427
 OS0427.The orthometric height was determined by differential leveling and
 OS0427.adjusted by the NATIONAL GEODETIC SURVEY
 OS0427.in June 1991.
 OS0427
 OS0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0427.GEOID18 height accuracy estimate available here.
 OS0427
 OS0427.Click photographs - Photos may exist for this station.
 OS0427
 OS0427.The dynamic height is computed by dividing the NAVD 88
 OS0427.geopotential number by the normal gravity value computed on the
 OS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0427.degrees latitude (g = 980.6199 gals.).
 OS0427
 OS0427.The modeled gravity was interpolated from observed gravity values.
 OS0427
 OS0427;                    North         East    Units  Estimated Accuracy
 OS0427;SPC SD S     -   178,900.      499,830.      MT  (+/- 180 meters Scaled)
 OS0427
 OS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP928681(NAD 83)
 OS0427
 OS0427                          SUPERSEDED SURVEY CONTROL
 OS0427
 OS0427  NGVD 29 (??/??/92)  741.962  (m)         2434.25   (f) ADJ UNCH    2 0
 OS0427
 OS0427.Superseded values are not recommended for survey control.
 OS0427
 OS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0427.See file dsdata.pdf to determine how the superseded data were derived.
 OS0427
 OS0427_MARKER: DZ = AZIMUTH MARK DISK
 OS0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0427_STAMPING: HANS 1961
 OS0427_MARK LOGO: CGS
 OS0427_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0427+STABILITY: SURFACE MOTION
 OS0427
 OS0427  HISTORY     - Date     Condition        Report By
 OS0427  HISTORY     - 1961     MONUMENTED       CGS
 OS0427  HISTORY     - 1962     GOOD             CGS
 OS0427
 OS0427                          STATION DESCRIPTION
 OS0427
 OS0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0427'11.5 MI SE FROM PHILIP.
 OS0427'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0427'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 4.1 MILES
 OS0427'EAST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF A CATTLE GUARD,
 OS0427'47 FEET NORTH OF THE CENTER LINE OF THE ROAD, 67 FEET SOUTHWEST
 OS0427'OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 OS0427'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0427'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0430 ***********************************************************************
 OS0430  DESIGNATION -  HANS RM 1
 OS0430  PID         -  OS0430
 OS0430  STATE/COUNTY-  SD/JACKSON
 OS0430  COUNTRY     -  US
 OS0430  USGS QUAD   -  KADOKA NE (2017)
 OS0430
 OS0430                         *CURRENT SURVEY CONTROL
 OS0430  ______________________________________________________________________
 OS0430* NAD 83(1986) POSITION- 43 56 12.50   (N) 101 34 11.90   (W)   HD_HELD1
 OS0430* NAVD 88 ORTHO HEIGHT -   732.492 (meters)     2403.18  (feet) ADJUSTED
 OS0430  ______________________________________________________________________
 OS0430  GEOID HEIGHT    -        -21.434 (meters)                     GEOID18
 OS0430  DYNAMIC HEIGHT  -        732.264 (meters)     2402.44  (feet) COMP
 OS0430  MODELED GRAVITY -    980,284.3   (mgal)                       NAVD 88
 OS0430
 OS0430  VERT ORDER      -  SECOND    CLASS 0
 OS0430
 OS0430.The horizontal coordinates were determined by differentially corrected
 OS0430.hand held GPS observations or other comparable positioning techniques
 OS0430.and have an estimated accuracy of +/- 3 meters.
 OS0430
 OS0430.The orthometric height was determined by differential leveling and
 OS0430.adjusted by the NATIONAL GEODETIC SURVEY
 OS0430.in June 1991.
 OS0430
 OS0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0430.GEOID18 height accuracy estimate available here.
 OS0430
 OS0430.Click photographs - Photos may exist for this station.
 OS0430
 OS0430.The dynamic height is computed by dividing the NAVD 88
 OS0430.geopotential number by the normal gravity value computed on the
 OS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0430.degrees latitude (g = 980.6199 gals.).
 OS0430
 OS0430.The modeled gravity was interpolated from observed gravity values.
 OS0430
 OS0430;                    North         East    Units  Estimated Accuracy
 OS0430;SPC SD S     -   178,872.9     500,720.1     MT  (+/- 3 meters HH1 GPS) 
 OS0430
 OS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9373368064(NAD 83)
 OS0430
 OS0430                          SUPERSEDED SURVEY CONTROL
 OS0430
 OS0430  NGVD 29 (??/??/92)  732.034  (m)         2401.68   (f) ADJ UNCH    2 0
 OS0430
 OS0430.Superseded values are not recommended for survey control.
 OS0430
 OS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0430.See file dsdata.pdf to determine how the superseded data were derived.
 OS0430
 OS0430_MARKER: DR = REFERENCE MARK DISK
 OS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0430_STAMPING: HANS NO 1 1961
 OS0430_MARK LOGO: CGS
 OS0430_PROJECTION: FLUSH
 OS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0430+STABILITY: SURFACE MOTION
 OS0430
 OS0430  HISTORY     - Date     Condition        Report By
 OS0430  HISTORY     - 1961     MONUMENTED       CGS
 OS0430  HISTORY     - 1962     GOOD             CGS
 OS0430
 OS0430                          STATION DESCRIPTION
 OS0430
 OS0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0430'12 MI SE FROM PHILIP.
 OS0430'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0430'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 4.6 MILES
 OS0430'EAST ALONG A GRAVELED ROAD, 55 FEET NORTH OF THE CENTER LINE OF
 OS0430'THE ROAD, 49 FEET SOUTHEAST OF A POWER POLE, 58.1 FEET SOUTH OF
 OS0430'HANS 1961 TRIANGULATION STATION, ABOUT 3 FEET ABOVE THE LEVEL
 OS0430'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 OS0430'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0428 ***********************************************************************
 OS0428  DESIGNATION -  HANS RM 2
 OS0428  PID         -  OS0428
 OS0428  STATE/COUNTY-  SD/JACKSON
 OS0428  COUNTRY     -  US
 OS0428  USGS QUAD   -  KADOKA NE (2017)
 OS0428
 OS0428                         *CURRENT SURVEY CONTROL
 OS0428  ______________________________________________________________________
 OS0428* NAD 83(1986) POSITION- 43 56 13.12   (N) 101 34 12.74   (W)   HD_HELD1
 OS0428* NAVD 88 ORTHO HEIGHT -   732.753 (meters)     2404.04  (feet) ADJUSTED
 OS0428  ______________________________________________________________________
 OS0428  GEOID HEIGHT    -        -21.433 (meters)                     GEOID18
 OS0428  DYNAMIC HEIGHT  -        732.525 (meters)     2403.29  (feet) COMP
 OS0428  MODELED GRAVITY -    980,284.3   (mgal)                       NAVD 88
 OS0428
 OS0428  VERT ORDER      -  SECOND    CLASS 0
 OS0428
 OS0428.The horizontal coordinates were determined by differentially corrected
 OS0428.hand held GPS observations or other comparable positioning techniques
 OS0428.and have an estimated accuracy of +/- 3 meters.
 OS0428
 OS0428.The orthometric height was determined by differential leveling and
 OS0428.adjusted by the NATIONAL GEODETIC SURVEY
 OS0428.in June 1991.
 OS0428
 OS0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0428.GEOID18 height accuracy estimate available here.
 OS0428
 OS0428.Click photographs - Photos may exist for this station.
 OS0428
 OS0428.The dynamic height is computed by dividing the NAVD 88
 OS0428.geopotential number by the normal gravity value computed on the
 OS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0428.degrees latitude (g = 980.6199 gals.).
 OS0428
 OS0428.The modeled gravity was interpolated from observed gravity values.
 OS0428
 OS0428;                    North         East    Units  Estimated Accuracy
 OS0428;SPC SD S     -   178,892.3     500,701.6     MT  (+/- 3 meters HH1 GPS) 
 OS0428
 OS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9371568084(NAD 83)
 OS0428
 OS0428                          SUPERSEDED SURVEY CONTROL
 OS0428
 OS0428  NGVD 29 (??/??/92)  732.295  (m)         2402.54   (f) ADJ UNCH    2 0
 OS0428
 OS0428.Superseded values are not recommended for survey control.
 OS0428
 OS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0428.See file dsdata.pdf to determine how the superseded data were derived.
 OS0428
 OS0428_MARKER: DR = REFERENCE MARK DISK
 OS0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0428_STAMPING: HANS NO 2 1961
 OS0428_MARK LOGO: CGS
 OS0428_PROJECTION: FLUSH
 OS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0428+STABILITY: SURFACE MOTION
 OS0428
 OS0428  HISTORY     - Date     Condition        Report By
 OS0428  HISTORY     - 1961     MONUMENTED       CGS
 OS0428  HISTORY     - 1962     GOOD             CGS
 OS0428
 OS0428                          STATION DESCRIPTION
 OS0428
 OS0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0428'12 MI SE FROM PHILIP.
 OS0428'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0428'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 4.6 MILES
 OS0428'EAST ALONG A GRAVELED ROAD, 115 FEET NORTH OF THE CENTER LINE OF
 OS0428'THE ROAD, 36 FEET NORTH OF A POWER POLE, 56.8 FEET WEST OF HANS
 OS0428'1961 TRIANGULATION STATION, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 OS0428'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0472 ***********************************************************************
 PR0472  DESIGNATION -  HANSEN
 PR0472  PID         -  PR0472
 PR0472  STATE/COUNTY-  SD/KINGSBURY
 PR0472  COUNTRY     -  US
 PR0472  USGS QUAD   -  LAKE PRESTON WEST (2017)
 PR0472
 PR0472                         *CURRENT SURVEY CONTROL
 PR0472  ______________________________________________________________________
 PR0472* NAD 83(1996) POSITION- 44 18 10.68182(N) 097 24 01.44432(W)   ADJUSTED
 PR0472* NAVD 88 ORTHO HEIGHT -   529.341 (meters)     1736.68  (feet) ADJUSTED
 PR0472  ______________________________________________________________________
 PR0472  GEOID HEIGHT    -        -25.257 (meters)                     GEOID18
 PR0472  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 PR0472  DYNAMIC HEIGHT  -        529.235 (meters)     1736.33  (feet) COMP
 PR0472  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 PR0472
 PR0472  HORZ ORDER      -  FIRST
 PR0472  VERT ORDER      -  FIRST     CLASS II
 PR0472
 PR0472.The horizontal coordinates were established by classical geodetic methods
 PR0472.and adjusted by the National Geodetic Survey in January 1998.
 PR0472
 PR0472.The orthometric height was determined by differential leveling and
 PR0472.adjusted by the NATIONAL GEODETIC SURVEY
 PR0472.in June 1991.
 PR0472
 PR0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0472.GEOID18 height accuracy estimate available here.
 PR0472
 PR0472.Click photographs - Photos may exist for this station.
 PR0472
 PR0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0472
 PR0472.The dynamic height is computed by dividing the NAVD 88
 PR0472.geopotential number by the normal gravity value computed on the
 PR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0472.degrees latitude (g = 980.6199 gals.).
 PR0472
 PR0472.The modeled gravity was interpolated from observed gravity values.
 PR0472
 PR0472. The following values were computed from the NAD 83(1996) position.
 PR0472
 PR0472;                    North         East     Units Scale Factor Converg.
 PR0472;SPC SD N     -    55,517.636   807,409.275   MT  1.00002372   +1 50 23.4
 PR0472;SPC SD N     -   182,144.11  2,648,975.26   sFT  1.00002372   +1 50 23.4
 PR0472;SPC SD S     -   222,949.330   833,985.256   MT  0.99997827   +2 01 23.8
 PR0472;SPC SD S     -   731,459.59  2,736,166.63   sFT  0.99997827   +2 01 23.8
 PR0472;UTM  14      - 4,906,767.797   627,592.446   MT  0.99980021   +1 07 02.6
 PR0472
 PR0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0472!SPC SD N     -   0.99992097  x   1.00002372  =   0.99994468
 PR0472!SPC SD S     -   0.99992097  x   0.99997827  =   0.99989924
 PR0472!UTM  14      -   0.99992097  x   0.99980021  =   0.99972119
 PR0472
 PR0472:                Primary Azimuth Mark                     Grid Az
 PR0472:SPC SD N     -  ROUND CHURCH SPIRE                       080 30 46.7
 PR0472:SPC SD S     -  ROUND CHURCH SPIRE                       080 19 46.3
 PR0472:UTM  14      -  ROUND CHURCH SPIRE                       081 14 07.5
 PR0472
 PR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2759206767(NAD 83)
 PR0472
 PR0472|---------------------------------------------------------------------|
 PR0472| PID    Reference Object                     Distance      Geod. Az  |
 PR0472|                                                           dddmmss.s |
 PR0472| PR0899 DANISH LUTHERAN CHURCH SPIRE        APPROX.20.2 KM 0015056.9 |
 PR0472| PR0898 LAKE PRESTON FLOUR MILL STACK       APPROX. 7.1 KM 0123831.5 |
 PR0472| PR0897 LAKE PRESTON CONG CH SPIRE          APPROX. 6.9 KM 0164445.3 |
 PR0472| PR0896 LAKE PRESTON SCHOOLHOUSE CUP        APPROX. 6.9 KM 0182440.5 |
 PR0472| PR0894 LARGE CH SPIRE 15 MI BROCK          APPROX.16.8 KM 0251050.2 |
 PR0472| PR0868 ROUND CHURCH SPIRE                  APPROX.13.8 KM 0822110.1 |
 PR0472| PR0885 OLDHAM SMALL SHARP SPIRE            APPROX.10.9 KM 1390823.3 |
 PR0472| PR0884 OLDHAM SCHOOLHOUSE GOLDEN DOME      APPROX.11.1 KM 1392911.1 |
 PR0472| PR0878 RAMONA ELEVATOR                     APPROX.25.4 KM 1435942.0 |
 PR0472| PR0879 RAMONA ST WILLIAMS CATH CHURCH      APPROX.25.1 KM 1443409.0 |
 PR0472| PR0889 GERMAN LUTH CH OCTAGONAL TOP        APPROX.24.5 KM 1603157.8 |
 PR0472| PR0887 CHURCH HIGH SPIRE SE OF HANSEN      APPROX. 9.1 KM 1651652.5 |
 PR0472| PR0657 HANSEN RM                                          28959     |
 PR0472| PR0902 DESMET HIGH SPIRE DARK SLENDER      APPROX.15.6 KM 3062905.9 |
 PR0472| PR0901 DESMET DOME CYLINDRICAL SHAFT       APPROX.14.9 KM 3083434.6 |
 PR0472| PR0900 ERWIN METHODIST CHURCH SPIRE        APPROX.20.6 KM 3502240.0 |
 PR0472|---------------------------------------------------------------------|
 PR0472
 PR0472                          SUPERSEDED SURVEY CONTROL
 PR0472
 PR0472  NAD 83(1986)-  44 18 10.67909(N)    097 24 01.41358(W) AD(       ) 1
 PR0472  NAD 27      -  44 18 10.79000(N)    097 24 00.15700(W) AD(       ) 1
 PR0472  USSD        -  44 18 10.95800(N)    097 24 00.58800(W) AD(       ) 3
 PR0472  NGVD 29 (??/??/92)  529.06   (m)         1735.8    (f) COMPUTED    1 2
 PR0472  NGVD 29             529.05   (m)         1735.7    (f) LEVELING    3  
 PR0472
 PR0472.Superseded values are not recommended for survey control.
 PR0472
 PR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0472.See file dsdata.pdf to determine how the superseded data were derived.
 PR0472
 PR0472_MARKER: DS = TRIANGULATION STATION DISK
 PR0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0472_STAMPING: HANSEN 1903 1972
 PR0472_MARK LOGO: CGS
 PR0472_PROJECTION: RECESSED 38 CENTIMETERS
 PR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0472+STABILITY: SURFACE MOTION
 PR0472
 PR0472  HISTORY     - Date     Condition        Report By
 PR0472  HISTORY     - 1903     MONUMENTED       CGS
 PR0472  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0472  HISTORY     - 1935     GOOD             CGS
 PR0472  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PR0472
 PR0472                          STATION DESCRIPTION
 PR0472
 PR0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0472'SITUATED IN THE CENTER OF SEC. 26, T. 110 N., R. 55 W., IN
 PR0472'THE SOUTHEAST CORNER OF THE YARD OF THE SCHOOLHOUSE OF DISTRICT
 PR0472'NO. 4, AND JUST WEST OF LAND OWNED BY H.H. HANSEN.  THE STATION
 PR0472'IS 3.04 METERS NORTH OF THE SOUTH FENCE OF THE SCHOOL YARD,
 PR0472'AND 3.40 METERS WEST OF THE EAST FENCE.  THE TOWN OF LAKE
 PR0472'PRESTON IS 4.4 MILES NORTH 13 DEG EAST FROM THE STATION.
 PR0472'THE STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK, THE
 PR0472'REFERENCE MARK BEING AT THE FENCE ON THE SOUTH SIDE OF THE
 PR0472'EAST-AND-WEST ROAD THROUGH THE CENTER OF THE SECTION, AND
 PR0472'68.2 METERS WEST OF THE NORTH-AND-SOUTH FENCE THROUGH THE
 PR0472'CENTER OF THE SECTION.  IT IS 133.381 METERS FROM THE
 PR0472'STATION N 70 DEG 01 MIN W AND 2.21 METERS
 PR0472'LOWER IN ELEVATION THAN THE STATION.  THE STONE MARKING
 PR0472'THE CENTER OF THE EAST SIDE OF THIS SECTION (26) IS
 PR0472'CONNECTED WITH THE STATION.  THE FOLLOWING BEARINGS AND
 PR0472'DISTANCES ARE FROM THE TRIANGULATION STATION--MILLER AND
 PR0472'LLOYD HOUSE, CHIMNEY, S 56 DEG 20 MIN W, ABOUT 225 METERS.
 PR0472'WINDMILL IN PASTURE, N 11 DEG 44 MIN W, ABOUT 150 METERS.  H.H.
 PR0472'HANSENS HOUSE, CHIMNEY, S 88 DEG 38 MIN E. ABOUT 280 METERS.
 PR0472
 PR0472                          STATION RECOVERY (1935)
 PR0472
 PR0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0472'STATION WAS RECOVERED MAY 17, 1935, AND FOUND IN GOOD CONDITION.
 PR0472'THE SURFACE MARK IS A NAIL IN A TERRA-COTTA PIPE FILLED WITH
 PR0472'AND SET IN CONCRETE, FLUSH WITH THE SURFACE OF GROUND, NEAR
 PR0472'CENTER OF SEC. 26, T. 110 N., R. 55 W., IN THE SOUTHEAST
 PR0472'CORNER OF SCHOOL GROUNDS, 167 FEET SOUTH OF THE CENTER LINE
 PR0472'OF ROAD THROUGH CENTER OF SECTION, 134 FEET SOUTH OF SOUTH
 PR0472'RIGHT-OF-WAY LINE, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 PR0472'OF THE SCHOOLHOUSE, 11.5 FEET NORTH OF THE SOUTH FENCE AND 9.3
 PR0472'FEET WEST OF THE EAST FENCE SURROUNDING THE SCHOOL GROUNDS.
 PR0472'
 PR0472'THE REFERENCE MARK WAS A NAIL IN A TERRA-COTTA PIPE FILLED
 PR0472'WITH AND SET IN CONCRETE, BUT WAS FOUND TO HAVE BEEN DESTROYED.
 PR0472'A NAIL EMBEDDED IN A CORE OF CONCRETE AND OTHER FRAGMENTS
 PR0472'OF CONCRETE AND TILE WERE FOUND NEAR THE FENCE CORNER AT THE
 PR0472'CENTER OF THE SECTION.
 PR0472'
 PR0472'AZIMUTH MARKS--WINDMILL IN PASTURE NO LONGER EXISTS.  SEC.
 PR0472'26, E. 1/4 CORNER IS BURIED UNDER A HIGH ROAD GRADE.  OTHER
 PR0472'MARKS APPEAR TO BE GOOD.
 PR0472
 PR0472                          STATION RECOVERY (1935)
 PR0472
 PR0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 PR0472'4.4 MI S FROM LAKE PRESTON.
 PR0472'4.4 MILES SOUTH OF LAKE PRESTON, KINGSBURY COUNTY, NEAR THE
 PR0472'CENTER OF SECTION 26, T 110 N, R 55 W, 167 FEET SOUTH OF THE
 PR0472'CENTER LINE OF THE ROAD THROUGH THE CENTER OF THE SECTION, 134
 PR0472'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE, AT DISTRICT NO. 4
 PR0472'SCHOOL, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PR0472'SCHOOLHOUSE, IN THE SOUTHEAST CORNER OF THE SCHOOL GROUNDS,
 PR0472'11.5 FEET NORTH OF THE SOUTH FENCE, AND 9.3 FEET WEST OF THE
 PR0472'EAST FENCE.  A NAIL, IN THE TOP OF A TERRA-COTTA PIPE FILLED
 PR0472'WITN CONCRETE (USC AND GS 1903 WAS MARKED WHEN THE CONCRETE
 PR0472'WAS SOFT).
 PR0472
 PR0472                          STATION RECOVERY (1972)
 PR0472
 PR0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PR0472'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 PR0472'THE SURFACE STATION MARK WAS FOUND TO BE 0.015 METERS ECCENTRIC
 PR0472'FROM THE SUB-SURFACE MARK IN A NORTHWEST DIRECTION, IT APPARENTLY
 PR0472'HAD BEEN BUMPED BY FARM MACHINERY, IT WAS JUST BELOW GROUND
 PR0472'SURFACE AND THE FARMER DID NOT REALIZE THAT IT WAS THERE.
 PR0472'REFERENCE MARK NO. 1 WAS PREVIOUSLY REPORTED DESTROYED.  THE
 PR0472'STATION MARKS WERE PULLED UP, THE POSITION OF THE UNDERGROUND
 PR0472'MARK WAS HELD AND A NEW UNDERGROUND MARK WAS SET LOWER, A
 PR0472'SURFACE MARK WAS PLUMBED OVER IT AT 15-INCHES BELOW THE
 PR0472'SURFACE.  REFERENCE MARKS NO. 2 AND NO. 3 WERE SET.  AN
 PR0472'AZIMUTH MARK WAS NOT SET AS OTHER STATIONS OR INTERSECTED
 PR0472'OBJECTS WERE NOT VISIBLE AT THIS TIME.
 PR0472'
 PR0472'A NEW DESCRIPTION FOLLOWS--
 PR0472'
 PR0472'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF LAKE
 PR0472'PRESTON, IN THE NORTHWEST CORNER OF THE SE-1/4 OF SEC. 26, T
 PR0472'110 N, R 55 W, IN A CULTIVATED FIELD, AT THE ABANDONED SITE
 PR0472'OF AN OLD SCHOOLHOUSE WHICH HAS BEEN REMOVED, ON PROPERTY
 PR0472'OF MR. WARREN CASPER WHO LIVES ABOUT 2 MILES SOUTH OF THE
 PR0472'STATION.
 PR0472'
 PR0472'THE STATION MARK IS A STANDARD DISK STAMPED HANSEN 1903 1972,
 PR0472'SET IN A ROUND CONCRETE MONUMENT 15-INCHES BELOW GROUND
 PR0472'SURFACE.  IT IS 233 FEET SOUTHEAST OF A T FENCE CORNER AT
 PR0472'THE WEST PROPERTY LINE, 167 FEET SOUTH OF THE CENTER OF THE
 PR0472'GRADED ROAD, 134 FEET SOUTH OF THE SOUTH R.O.W. FENCE
 PR0472'AND METAL WITNESS POST, AND 141 FEET SOUTHEAST OF THE
 PR0472'NORTHEAST CORNER OF THE CONCRETE STEP OF THE DEMOLISHED
 PR0472'SCHOOL BUILDING.
 PR0472'
 PR0472'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HANSEN 1903
 PR0472'NO 2 1972 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PR0472'6-INCHES.  IT IS 34 FEET SOUTH OF THE CENTER OF THE ROAD, 2.0
 PR0472'FEET EAST OF A METAL WITNESS POST, 1.5 FEET WEST OF A WOODEN
 PR0472'BRACE POST, AND 1 FOOT SOUTH OF THE FENCE.
 PR0472'
 PR0472'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HANSEN 1903
 PR0472'NO 3 1972 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PR0472'6-INCHES.  IT IS 131 FEET EAST OF THE T FENCE CORNER, 34
 PR0472'FEET SOUTH OF THE CENTER OF THE ROAD, 28 FEET NORTHEAST OF
 PR0472'THE NORTHEAST CORNER OF THE CONCRETE STEP OF THE DEMOLISHED
 PR0472'SCHOOL BUILDING, 1.5 FEET EAST OF A METAL WITNESS POST, AND
 PR0472'1-FOOT SOUTH OF THE FENCE.
 PR0472'
 PR0472'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 PR0472'AND U.S. HIGHWAY 14 IN LAKE PRESTON, GO WEST ON HIGHWAY 14 FOR
 PR0472'0.7 MILE TO A GRAVELED CROSSROAD INTERSECTION, TURN LEFT AND
 PR0472'AND GO SOUTH ON THE GRAVELED 4.15 MILES TO A SIDE ROAD RIGHT,
 PR0472'TURN RIGHT AND GO WEST 0.5 MILE TO A T FENCE CORNER AND
 PR0472'THE STATION ON THE LEFT AS DESCRIBED.
 PR0472'
 PR0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 PR0472'MILES SSW OF LAKE PRESTON
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0692 ***********************************************************************
 OS0692  DESIGNATION -  HANSEN
 OS0692  PID         -  OS0692
 OS0692  STATE/COUNTY-  SD/TRIPP
 OS0692  COUNTRY     -  US
 OS0692  USGS QUAD   -  CLEARFIELD (2017)
 OS0692
 OS0692                         *CURRENT SURVEY CONTROL
 OS0692  ______________________________________________________________________
 OS0692* NAD 83(1996) POSITION- 43 10 59.49946(N) 100 05 02.35176(W)   ADJUSTED
 OS0692* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) SCALED
 OS0692  ______________________________________________________________________
 OS0692  GEOID HEIGHT    -        -24.150 (meters)                     GEOID18
 OS0692  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 OS0692  HORZ ORDER      -  FIRST
 OS0692
 OS0692.The horizontal coordinates were established by classical geodetic methods
 OS0692.and adjusted by the National Geodetic Survey in January 1998.
 OS0692
 OS0692.The orthometric height was scaled from a topographic map.
 OS0692
 OS0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0692.GEOID18 height accuracy estimate available here.
 OS0692
 OS0692.Click photographs - Photos may exist for this station.
 OS0692
 OS0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0692
 OS0692. The following values were computed from the NAD 83(1996) position.
 OS0692
 OS0692;                    North         East     Units Scale Factor Converg.
 OS0692;SPC SD S     -    94,442.415   620,270.129   MT  0.99993554   +0 10 19.2
 OS0692;SPC SD S     -   309,849.82  2,035,002.91   sFT  0.99993554   +0 10 19.2
 OS0692;UTM  14      - 4,781,728.832   411,908.638   MT  0.99969546   -0 44 30.7
 OS0692
 OS0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0692!SPC SD S     -   0.99988300  x   0.99993554  =   0.99981854
 OS0692!UTM  14      -   0.99988300  x   0.99969546  =   0.99957849
 OS0692
 OS0692:                Primary Azimuth Mark                     Grid Az
 OS0692:SPC SD S     -  HANSEN AZ MK                             202 02 26.8
 OS0692:UTM  14      -  HANSEN AZ MK                             202 57 16.7
 OS0692
 OS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1190881728(NAD 83)
 OS0692
 OS0692|---------------------------------------------------------------------|
 OS0692| PID    Reference Object                     Distance      Geod. Az  |
 OS0692|                                                           dddmmss.s |
 OS0692| OS0693 COUNTRY CH WHITE CUPOLA             APPROX. 3.7 KM 0891308.2 |
 OS0692| CO3629 HANSEN RM 2                          13.783 METERS 18635     |
 OS0692| CO3627 HANSEN AZ MK                                       2021246.0 |
 OS0692| CO3628 HANSEN RM 1                          14.483 METERS 30118     |
 OS0692|---------------------------------------------------------------------|
 OS0692
 OS0692                          SUPERSEDED SURVEY CONTROL
 OS0692
 OS0692  NAD 83(1995)-  43 10 59.49907(N)    100 05 02.35179(W) AD(       ) 1
 OS0692  NAD 83(1986)-  43 10 59.50479(N)    100 05 02.36689(W) AD(       ) 1
 OS0692  NAD 27      -  43 10 59.49000(N)    100 05 00.93300(W) AD(       ) 1
 OS0692
 OS0692.Superseded values are not recommended for survey control.
 OS0692
 OS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0692.See file dsdata.pdf to determine how the superseded data were derived.
 OS0692
 OS0692_MARKER: DS = TRIANGULATION STATION DISK
 OS0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0692_STAMPING: HANSEN 1936
 OS0692_MARK LOGO: CGS
 OS0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0692+STABILITY: SURFACE MOTION
 OS0692
 OS0692  HISTORY     - Date     Condition        Report By
 OS0692  HISTORY     - 1936     MONUMENTED       CGS
 OS0692
 OS0692                          STATION DESCRIPTION
 OS0692
 OS0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0692'THE STATION IS ON A HIGH BUTTE WITH RIM ROCK ON THE NORTH
 OS0692'AND WEST EDGES, 4.5 MILES BY ROAD AND ABOUT 2.5 MILES AIRLINE
 OS0692'WEST BY NORTH OF CLEARFIELD, S. DAK., 0.2 MILE EAST OF DIRT
 OS0692'ROAD RUNNING NORTH AND SOUTH, 250 PACES SOUTHEAST OF SECTION
 OS0692'CORNER ON PROPERTY OWNED BY J.B. REUTER, 0.5 MILE NORTH OF
 OS0692'THE RANCH OF J.P. HANSEN.  STATION IS ON THE HIGHEST POINT
 OS0692'OF THE BUTTE.  THE STATION MARK IS A STANDARD BRONZE DISK SET
 OS0692'IN SQUARE CONCRETE BLOCK PROJECTING ABOUT 5 INCHES.
 OS0692'
 OS0692'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION SET IN
 OS0692'CONCRETE IN BEDROCK OUTCROPPING ON THE WEST SIDE OF THE BUTTE.
 OS0692'IT IS FLUSH WITH THE ROCK.
 OS0692'
 OS0692'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION SET IN
 OS0692'CONCRETE IN BEDROCK OUTCROPPING AT THE NORTH END OF THE BUTTE.
 OS0692'IT IS FLUSH WITH THE ROCK.
 OS0692'
 OS0692'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION,
 OS0692'ABOUT 0.55 MILE NORTH OF THE ROAD LEADING WEST FROM THE
 OS0692'POST OFFICE IN CLEARFIELD, S. DAK., ABOUT 35 FEET EAST OF THE
 OS0692'CENTERLINE OF THE ROAD AND ABOUT 4 FEET NORTHEAST OF A TELEPHONE
 OS0692'POLE.  IT PROJECTS ABOUT 5 INCHES.
 OS0692'
 OS0692'TO REACH THE STATION FROM CLEARFIELD, S. DAK., GO WEST FROM
 OS0692'THE POST OFFICE ON A DIRT ROAD ABOUT 2.9 MILES TO A DIRT
 OS0692'CROSS ROAD.  HERE TURN NORTH (RIGHT) AND GO 0.8 MILE TO A
 OS0692'FENCE CORNER ON THE RIGHT SIDE OF THE ROAD, TURN RIGHT AROUND
 OS0692'THE FENCE CORNER AND GO NORTHEAST ACROSS THE FIELDS ABOUT
 OS0692'0.3 MILE TO THE SOUTH SIDE OF THE BUTTE, GO NORTH UP THE
 OS0692'SIDE OF THE BUTTE ABOUT 200 FEET TO THE STATION.
 OS0692'
 OS0692'SIGNALS SHOWN FROM THE GROUND AT MOORE, LAWRENCE, BARNETT
 OS0692'AND CLEARFIELD, AND FROM A 50-FOOT TOWER AT HEATH AND FROM
 OS0692'A 77-FOOT TOWER AT FARRAN WERE VISIBLE FROM THE GROUND AT
 OS0692'THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1148 ***********************************************************************
 PT1148  DESIGNATION -  HANSENS WIND CHARGER
 PT1148  PID         -  PT1148
 PT1148  STATE/COUNTY-  SD/HAAKON
 PT1148  COUNTRY     -  US
 PT1148  USGS QUAD   -  TORNADO RANCH (2017)
 PT1148
 PT1148                         *CURRENT SURVEY CONTROL
 PT1148  ______________________________________________________________________
 PT1148* NAD 83(1996) POSITION- 44 16 12.19386(N) 101 32 21.50081(W)   ADJUSTED
 PT1148  ______________________________________________________________________
 PT1148  GEOID HEIGHT    -        -21.404 (meters)                     GEOID18
 PT1148  LAPLACE CORR    -         -7.39  (seconds)                    DEFLEC18
 PT1148  HORZ ORDER      -  THIRD
 PT1148
 PT1148.The horizontal coordinates were established by classical geodetic methods
 PT1148.and adjusted by the National Geodetic Survey in January 1998.
 PT1148
 PT1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1148.GEOID18 height accuracy estimate available here.
 PT1148
 PT1148.Click photographs - Photos may exist for this station.
 PT1148
 PT1148.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1148
 PT1148. The following values were computed from the NAD 83(1996) position.
 PT1148
 PT1148;                    North         East     Units Scale Factor Converg.
 PT1148;SPC SD S     -   215,859.383   503,719.473   MT  0.99997156   -0 49 55.0
 PT1148;SPC SD S     -   708,198.66  1,652,619.64   sFT  0.99997156   -0 49 55.0
 PT1148;UTM  14      - 4,905,003.737   297,337.327   MT  1.00010515   -1 46 23.3
 PT1148
 PT1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9733705003(NAD 83)
 PT1148
 PT1148                          SUPERSEDED SURVEY CONTROL
 PT1148
 PT1148  NAD 83(1986)-  44 16 12.18663(N)    101 32 21.50227(W) AD(       ) 3
 PT1148  NAD 27      -  44 16 12.23600(N)    101 32 19.97800(W) AD(       ) 3
 PT1148
 PT1148.Superseded values are not recommended for survey control.
 PT1148
 PT1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1148.See file dsdata.pdf to determine how the superseded data were derived.
 PT1148
 PT1148
 PT1148  HISTORY     - Date     Condition        Report By
 PT1148  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1148
 PT1148                          STATION DESCRIPTION
 PT1148
 PT1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1148'THE STATION IS 16-1/2 MILES NORTH AND 6 MILES EAST OF PHILIP
 PT1148'AND ABOUT 50 FEET EAST OF THE EAST SIDE OF MR. HARRY HANSENS
 PT1148'HOUSE.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 50 FEET IN
 PT1148'HEIGHT.  THE POINT INTERSECTED WAS THE SPINDLE SUPPORTING
 PT1148'THE GENERATOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0451 ***********************************************************************
 QQ0451  DESIGNATION -  HANSMEIER
 QQ0451  PID         -  QQ0451
 QQ0451  STATE/COUNTY-  SD/DAY
 QQ0451  COUNTRY     -  US
 QQ0451  USGS QUAD   -  BRISTOL WEST (2017)
 QQ0451
 QQ0451                         *CURRENT SURVEY CONTROL
 QQ0451  ______________________________________________________________________
 QQ0451* NAD 83(1996) POSITION- 45 19 13.30176(N) 097 51 29.36580(W)   ADJUSTED
 QQ0451* NAVD 88 ORTHO HEIGHT -   530.75  (+/-2cm)     1741.3   (feet) VERTCON3
 QQ0451  ______________________________________________________________________
 QQ0451  GEOID HEIGHT    -        -24.824 (meters)                     GEOID18
 QQ0451  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 QQ0451  HORZ ORDER      -  FIRST
 QQ0451  VERT ORDER      -  THIRD ? (See Below)
 QQ0451
 QQ0451.The horizontal coordinates were established by classical geodetic methods
 QQ0451.and adjusted by the National Geodetic Survey in January 1998.
 QQ0451
 QQ0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0451
 QQ0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0451.GEOID18 height accuracy estimate available here.
 QQ0451
 QQ0451.The vertical order pertains to the NGVD 29 superseded value.
 QQ0451
 QQ0451.Click photographs - Photos may exist for this station.
 QQ0451
 QQ0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0451
 QQ0451. The following values were computed from the NAD 83(1996) position.
 QQ0451
 QQ0451;                    North         East     Units Scale Factor Converg.
 QQ0451;SPC SD N     -   167,465.208   767,905.827   MT  0.99995013   +1 30 57.1
 QQ0451;SPC SD N     -   549,425.44  2,519,371.03   sFT  0.99995013   +1 30 57.1
 QQ0451;UTM  14      - 5,019,173.626   589,491.708   MT  0.99969847   +0 48 43.1
 QQ0451
 QQ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0451!SPC SD N     -   0.99992069  x   0.99995013  =   0.99987082
 QQ0451!UTM  14      -   0.99992069  x   0.99969847  =   0.99961918
 QQ0451
 QQ0451:                Primary Azimuth Mark                     Grid Az
 QQ0451:SPC SD N     -  HANSMEIER AZ MK                          002 23 47.1
 QQ0451:UTM  14      -  HANSMEIER AZ MK                          003 06 01.1
 QQ0451
 QQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8949119173(NAD 83)
 QQ0451
 QQ0451|---------------------------------------------------------------------|
 QQ0451| PID    Reference Object                     Distance      Geod. Az  |
 QQ0451|                                                           dddmmss.s |
 QQ0451| CO5148 HANSMEIER AZ MK                                    0035444.2 |
 QQ0451| CO5149 HANSMEIER RM 1                       22.733 METERS 01831     |
 QQ0451| CO5150 HANSMEIER RM 2                       24.547 METERS 25925     |
 QQ0451|---------------------------------------------------------------------|
 QQ0451
 QQ0451                          SUPERSEDED SURVEY CONTROL
 QQ0451
 QQ0451  NAD 83(1986)-  45 19 13.29973(N)    097 51 29.34943(W) AD(       ) 1
 QQ0451  NAD 27      -  45 19 13.46741(N)    097 51 28.00540(W) AD(       ) 1
 QQ0451  NGVD 29             530.46   (m)         1740.4    (f) LEVELING    3  
 QQ0451
 QQ0451.Superseded values are not recommended for survey control.
 QQ0451
 QQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0451.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0451
 QQ0451_MARKER: DS = TRIANGULATION STATION DISK
 QQ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0451_STAMPING: HANSMEIER 1952
 QQ0451_MARK LOGO: CGS
 QQ0451_PROJECTION: FLUSH
 QQ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0451+STABILITY: SURFACE MOTION
 QQ0451
 QQ0451  HISTORY     - Date     Condition        Report By
 QQ0451  HISTORY     - 1952     MONUMENTED       CGS
 QQ0451
 QQ0451                          STATION DESCRIPTION
 QQ0451
 QQ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0451'THE STATION IS ABOUT 6 MILES SOUTH-SOUTHEAST OF ANDOVER, 5-1/2
 QQ0451'MILES SOUTHWEST OF BRISTOL, IN SECTION 1, T 121 N, R 59 W, ON
 QQ0451'LAND OWNED BY MR. HANSMEIER, 66 FEET EAST-NORTHEAST OF THE
 QQ0451'NORTHEAST CORNER OF MR. HANSMEIERS HOUSE, 39 FEET SOUTH OF A
 QQ0451'WIRE FENCE, AND 22 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 QQ0451'
 QQ0451'TO REACH THE STATION FROM THE POST OFFICE IN BRISTOL, GO SOUTH
 QQ0451'ON THE MAIN STREET FOR 0.35 MILE TO A T-INTERSECTION, TURN RIGHT
 QQ0451'AND GO WEST ON GRAVELED ROAD FOR 4.85 MILES TO A FORK, BEAR LEFT
 QQ0451'AND GO SOUTHWEST FOR 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 QQ0451'GO SOUTH FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 QQ0451'SOUTH FOR 0.25 MILE TO TOP OF HILL AND STATION ON RIGHT.
 QQ0451'
 QQ0451'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0451'STAMPED HANSMEIER 1952.
 QQ0451'
 QQ0451'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF A FENCE CORNER. THE
 QQ0451'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HANSMEIER NO 1 1952.
 QQ0451'
 QQ0451'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 QQ0451'PROJECTS 2 INCHES, AND THE DISK IS STAMPED HANSMEIER NO 2 1952.
 QQ0451'
 QQ0451'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 QQ0451'4 FEET SOUTH OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT WEST OF A
 QQ0451'WIRE FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 QQ0451'STAMPED HANSMEIER 1952.
 QQ0451'
 QQ0451'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0532 ***********************************************************************
 QT0532  DESIGNATION -  HARDING
 QT0532  PID         -  QT0532
 QT0532  STATE/COUNTY-  SD/HARDING
 QT0532  COUNTRY     -  US
 QT0532  USGS QUAD   -  GUSTAVE (2017)
 QT0532
 QT0532                         *CURRENT SURVEY CONTROL
 QT0532  ______________________________________________________________________
 QT0532* NAD 83(1996) POSITION- 45 22 13.72515(N) 103 53 11.72264(W)   ADJUSTED
 QT0532* NAVD 88 ORTHO HEIGHT -  1225.6   (meters)     4021.    (feet) VERTCON3
 QT0532  ______________________________________________________________________
 QT0532  GEOID HEIGHT    -        -15.983 (meters)                     GEOID18
 QT0532  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 QT0532  HORZ ORDER      -  FIRST
 QT0532
 QT0532.The horizontal coordinates were established by classical geodetic methods
 QT0532.and adjusted by the National Geodetic Survey in January 1998.
 QT0532
 QT0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0532
 QT0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0532.GEOID18 height accuracy estimate available here.
 QT0532
 QT0532.Click photographs - Photos may exist for this station.
 QT0532
 QT0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0532
 QT0532. The following values were computed from the NAD 83(1996) position.
 QT0532
 QT0532;                    North         East     Units Scale Factor Converg.
 QT0532;SPC SD N     -   178,120.387   295,666.745   MT  0.99995462   -2 45 02.5
 QT0532;SPC SD N     -   584,383.30    970,033.31   sFT  0.99995462   -2 45 02.5
 QT0532;UTM  13      - 5,024,710.196   587,186.346   MT  0.99969346   +0 47 32.7
 QT0532
 QT0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0532!SPC SD N     -   0.99981039  x   0.99995462  =   0.99976502
 QT0532!UTM  13      -   0.99981039  x   0.99969346  =   0.99950391
 QT0532
 QT0532:                Primary Azimuth Mark                     Grid Az
 QT0532:SPC SD N     -  HARDING AZ MK                            117 40 18.4
 QT0532:UTM  13      -  HARDING AZ MK                            114 07 43.2
 QT0532
 QT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL8718624710(NAD 83)
 QT0532
 QT0532|---------------------------------------------------------------------|
 QT0532| PID    Reference Object                     Distance      Geod. Az  |
 QT0532|                                                           dddmmss.s |
 QT0532| CQ7773 HARDING AZ MK                                      1145515.9 |
 QT0532| CQ7775 HARDING RM 2                         21.544 METERS 20218     |
 QT0532| CQ7774 HARDING RM 1                         49.146 METERS 29230     |
 QT0532|---------------------------------------------------------------------|
 QT0532
 QT0532                          SUPERSEDED SURVEY CONTROL
 QT0532
 QT0532  NAD 83(1993)-  45 22 13.71855(N)    103 53 11.71598(W) AD(       ) 1
 QT0532  NAD 83(1986)-  45 22 13.71350(N)    103 53 11.71320(W) AD(       ) 1
 QT0532  NAD 27      -  45 22 13.73100(N)    103 53 09.96500(W) AD(       ) 1
 QT0532  USSD        -  45 22 14.31700(N)    103 53 09.60500(W) AD(       ) 3
 QT0532  NGVD 29 (07/19/86) 1225.0    (m)         4019.     (f) VERT ANG       
 QT0532
 QT0532.Superseded values are not recommended for survey control.
 QT0532
 QT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0532.See file dsdata.pdf to determine how the superseded data were derived.
 QT0532
 QT0532_MARKER: P = PIPE CAP
 QT0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QT0532_STAMPING: HARDING 1912 1952
 QT0532_MARK LOGO: CGS
 QT0532_MAGNETIC: P = MARKER IS A STEEL PIPE
 QT0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0532
 QT0532  HISTORY     - Date     Condition        Report By
 QT0532  HISTORY     - 1912     MONUMENTED       CGS
 QT0532  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QT0532
 QT0532                          STATION DESCRIPTION
 QT0532
 QT0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0532'ABOUT 4 MILES SOUTHWEST OF HARDING, ON THE HIGHEST POINT ABOUT
 QT0532'1 MILE FROM THE SOUTHEAST END OF A PROMINENT MESA WHICH IS A
 QT0532'PART OF THE SIOUX NATIONAL FOREST.  THE STATION IS IN THE NE
 QT0532'1/4 SEC. 9, T16N, R2E, AND IS MARKED BY A STANDARD CAP
 QT0532'STATION MARK, SCREWED TO THE TOP OF A 3-INCH IRON PIPE, WHICH
 QT0532'IS EMBEDDED IN A CYLINDER OF CONCRETE 10 INCHES IN DIAMETER
 QT0532'AND 30 INCHES LONG.  THE CYLINDER PROJECTS 3 INCHES ABOVE
 QT0532'THE GROUND.  THE UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH
 QT0532'INCH IN DIAMETER AND 2 INCHES LONG SET IN A BLOCK OF CONCRETE
 QT0532'6 INCHES SQUARE ON TOP AND 4 INCHES THICK.  THE BOLT
 QT0532'PROJECTS ONE-FOURTH OR ONE-HALF INCH ABOVE THE CONCRETE AND
 QT0532'IS ABOUT 33 INCHES BELOW THE SURFACE OF THE GROUND.  A
 QT0532'REFERENCE MARK, IS ON THE WEST BROW OF THE MESA, 49.15
 QT0532'METERS FROM THE STATION N 67 DEG 32 MIN W.  THE
 QT0532'REFERENCE MARK CONSISTS OF A STANDARD DISK, SET IN THE TOP
 QT0532'OF A CONCRETE CYLINDER 5-1/2 INCHES IN DIAMETER AND 30 INCHES
 QT0532'LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR
 QT0532'THE FORM.  THE CYLINDER PROJECTS ABOUT 3 INCHES ABOVE THE
 QT0532'GROUND.  LATITUDE OBSERVATIONS WERE MADE IN 1913 AT A
 QT0532'POINT, NOT MARKED, 0.005 METER NORTH AND 0.010 METER EAST
 QT0532'OF THE STATION.
 QT0532
 QT0532                          STATION RECOVERY (1952)
 QT0532
 QT0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0532'THE STATION WAS RECOVERED, AND REFERENCE MARK 1 WAS FOUND IN
 QT0532'GOOD CONDITION.  THE STATION MARK WAS RESET, AND REFERENCE
 QT0532'MARK 2 AND THE AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 QT0532'SINCE THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE, A COMPLETE
 QT0532'DESCRIPTION FOLLOWS--
 QT0532'
 QT0532'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF THE SMALL VILLAGE
 QT0532'OF HARDING, IN CUSTER NATIONAL FOREST, 100 FEET EAST OF THE
 QT0532'NORTHWEST EDGE OF THE RIDGE, AND 6 FEET SOUTH OF A 4 X 4 INCH
 QT0532'WITNESS POST.
 QT0532'
 QT0532'TO REACH THE STATION FROM THE POST OFFICE IN HARDING, GO SOUTH
 QT0532'ON MAIN ROAD FOR 1.35 MILES TO A WIRE GATE ON RIGHT, TURN
 QT0532'RIGHT THROUGH GATE AND GO WEST ON TRACK ROAD FOR 1.0 MILE TO
 QT0532'A WIRE GATE, PASS THROUGH GATE AND CONTINUE WEST ON TRACK ROAD
 QT0532'FOR 0.5 MILE TO A WIRE GATE AT THE SOUTHEAST CORNER OF A CORRAL,
 QT0532'PASS THROUGH GATE, TURN RIGHT, AND GO WEST FOR 0.8 MILE TO
 QT0532'THE TOP OF THE RIDGE, TURN LEFT AND GO SOUTH ALONG TOP OF
 QT0532'RIDGE FOR 0.2 MILE TO A FORK, BEAR RIGHT AND GO WEST FOR
 QT0532'0.4 MILE TO A FORK, TURN RIGHT, LEAVING TRACK ROAD, AND
 QT0532'FOLLOW THE EAST EDGE OF THE RIDGE FOR 0.25 MILE TO THE
 QT0532'AZIMUTH MARK AS DESCRIBED, TURN LEFT AND GO WEST-NORTHWEST
 QT0532'ACROSS COUNTRY FOR 0.45 MILE TO HIGHEST POINT OF RIDGE
 QT0532'AND STATION.
 QT0532'
 QT0532'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0532'HARDING 1912 1952.
 QT0532'
 QT0532'REFERENCE MARK 1 IS 50 FEET EAST OF THE WEST EDGE OF RIDGE.
 QT0532'THE MARK PROJECTS 3 INCHES, AND THE DISK IS NOT STAMPED.
 QT0532'
 QT0532'REFERENCE MARK 2 IS 76 FEET WEST OF A 14-INCH PINE TREE.
 QT0532'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HARDING
 QT0532'NO 2 1912 1952.
 QT0532'
 QT0532'THE AZIMUTH MARK IS 75 FEET WEST OF THE EAST EDGE OF RIDGE
 QT0532'AND 6 FEET NORTH-NORTHWEST OF A 4 X 4 INCH WITNESS POST.
 QT0532'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HARDING
 QT0532'1912 1952.
 QT0532'
 QT0532'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2313 ***********************************************************************
 PU2313  DESIGNATION -  HARDY
 PU2313  PID         -  PU2313
 PU2313  STATE/COUNTY-  SD/MEADE
 PU2313  COUNTRY     -  US
 PU2313  USGS QUAD   -  FORT MEADE NE (2017)
 PU2313
 PU2313                         *CURRENT SURVEY CONTROL
 PU2313  ______________________________________________________________________
 PU2313* NAD 83(1996) POSITION- 44 24 59.81445(N) 103 17 13.95066(W)   ADJUSTED
 PU2313* NAVD 88 ORTHO HEIGHT -   934.    (meters)     3064.    (feet) SCALED
 PU2313  ______________________________________________________________________
 PU2313  GEOID HEIGHT    -        -16.280 (meters)                     GEOID18
 PU2313  LAPLACE CORR    -         -9.61  (seconds)                    DEFLEC18
 PU2313  HORZ ORDER      -  SECOND
 PU2313
 PU2313.The horizontal coordinates were established by classical geodetic methods
 PU2313.and adjusted by the National Geodetic Survey in January 1998.
 PU2313
 PU2313.The orthometric height was scaled from a topographic map.
 PU2313
 PU2313.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2313.GEOID18 height accuracy estimate available here.
 PU2313
 PU2313.Click photographs - Photos may exist for this station.
 PU2313
 PU2313.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2313
 PU2313. The following values were computed from the NAD 83(1996) position.
 PU2313
 PU2313;                    North         East     Units Scale Factor Converg.
 PU2313;SPC SD N     -    70,130.383   338,269.349   MT  1.00000001   -2 19 35.3
 PU2313;SPC SD N     -   230,086.10  1,109,805.36   sFT  1.00000001   -2 19 35.3
 PU2313;UTM  13      - 4,919,573.698   636,357.440   MT  0.99982866   +1 11 56.1
 PU2313
 PU2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2313!SPC SD N     -   0.99985605  x   1.00000001  =   0.99985606
 PU2313!UTM  13      -   0.99985605  x   0.99982866  =   0.99968473
 PU2313
 PU2313:                Primary Azimuth Mark                     Grid Az
 PU2313:SPC SD N     -  HARDY AZ MK                              002 18 48.6
 PU2313:UTM  13      -  HARDY AZ MK                              358 47 17.2
 PU2313
 PU2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3635719573(NAD 83)
 PU2313
 PU2313|---------------------------------------------------------------------|
 PU2313| PID    Reference Object                     Distance      Geod. Az  |
 PU2313|                                                           dddmmss.s |
 PU2313| CQ3891 HARDY RM 1                            9.351 METERS 13434     |
 PU2313| CQ3892 HARDY RM 2                           10.580 METERS 35922     |
 PU2313| CQ3890 HARDY AZ MK                                        3595913.3 |
 PU2313|---------------------------------------------------------------------|
 PU2313
 PU2313                          SUPERSEDED SURVEY CONTROL
 PU2313
 PU2313  NAD 83(1993)-  44 24 59.80699(N)    103 17 13.95260(W) AD(       ) 2
 PU2313  NAD 83(1986)-  44 24 59.80447(N)    103 17 13.95203(W) AD(       ) 2
 PU2313  NAD 27      -  44 24 59.85700(N)    103 17 12.28900(W) AD(       ) 2
 PU2313
 PU2313.Superseded values are not recommended for survey control.
 PU2313
 PU2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2313.See file dsdata.pdf to determine how the superseded data were derived.
 PU2313
 PU2313_MARKER: DS = TRIANGULATION STATION DISK
 PU2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2313_STAMPING: HARDY 1961
 PU2313_MARK LOGO: CGS
 PU2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2313+STABILITY: SURFACE MOTION
 PU2313
 PU2313  HISTORY     - Date     Condition        Report By
 PU2313  HISTORY     - 1961     MONUMENTED       CGS
 PU2313
 PU2313                          STATION DESCRIPTION
 PU2313
 PU2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2313'THE STATION IS LOCATED ABUT 11 MILES EAST OF STURGIS AND
 PU2313'0.5 MILE SOUTH OF THE STURGIS-HEREFORD ROAD.
 PU2313'
 PU2313'TO REACH THE STATION FROM THE POST OFFICE IN STURGIS, GO NORTH
 PU2313'ONE BLOCK TO A TRAFFIC LIGHT, TURN RIGHT AND FOLLOW STATE
 PU2313'HIGHWAY 24 AND 79 EASTERLY FOR 3.3 MILES TO THE JUNCTION
 PU2313'WHERE HIGHWAY 79 TURNS NORTH, CONTINUE EAST ON HIGHWAY 24
 PU2313'FOR 0.3 MILE TO A ROAD RIGHT, TURN RIGHT AND THEN LEFT ON A
 PU2313'NEWLY PAVED ROAD AND CONTINUE EASTERLY, TOWARD HEREFORD,
 PU2313'ON THE GRAVELED ROAD FOR 2.1 MILES TO THE AZIMUTH MARK AND
 PU2313'A WIRE GATE ON THE RIGHT AND A DRIVEWAY TO FARM BUILDINGS ON
 PU2313'THE LEFT.  TURN RIGHT THROUGH THE GATE AND GO SOUTH ON A
 PU2313'TRACK ROAD FOR 0.5 MILE TO AN OFFSET FENCE JUNCTION AND THE
 PU2313'STATION ON THE RIGHT.
 PU2313'
 PU2313'THE STATION MARK IS A STANDARD DISK STAMPED HARDY 1961, SET
 PU2313'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 PU2313'25 FEET WEST OF THE CENTER OF THE TRACK ROAD, 4.6 FEET NORTH
 PU2313'OF A WITNESS POST AND 4 FEET EAST OF A FENCE JUNCTION.
 PU2313'
 PU2313'R.M. 1 IS A STANDARD DISK STAMPED HARDY NO 1 1961, SET IN A
 PU2313'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 30.4
 PU2313'FEET EAST OF THE WITNESS POST AND 2 FEET NORTH OF THE FENCE.
 PU2313'
 PU2313'R.M. 2 IS A STANDARD DISK STAMPED HARDY NO 2 1961, SET IN A
 PU2313'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 39.1
 PU2313'FEET NORTH OF THE WITNESS POST, 25 FEET WEST OF THE TRACK
 PU2313'ROAD AND 3 FEET EAST OF THE FENCE.
 PU2313'
 PU2313'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARDY 1961, SET
 PU2313'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 PU2313'6 FEET WEST OF A FENCE JUNCTION, 1.2 FEET EAST OF A WITNESS
 PU2313'POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, ON THE
 PU2313'SOUTH SIDE OF THE STURGIS-HEREFORD ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0669 ***********************************************************************
 PV0669  CBN         -  This is a Cooperative Base Network Control Station.
 PV0669  DESIGNATION -  HARDY WORK CENTER
 PV0669  PID         -  PV0669
 PV0669  STATE/COUNTY-  SD/LAWRENCE
 PV0669  COUNTRY     -  US
 PV0669  USGS QUAD   -  BUCKHORN (2017)
 PV0669
 PV0669                         *CURRENT SURVEY CONTROL
 PV0669  ______________________________________________________________________
 PV0669* NAD 83(2011) POSITION- 44 11 51.59223(N) 104 02 12.56535(W)   ADJUSTED
 PV0669* NAD 83(2011) ELLIP HT-  1973.558 (meters)        (06/27/12)   ADJUSTED
 PV0669* NAD 83(2011) EPOCH   -  2010.00
 PV0669* NAVD 88 ORTHO HEIGHT -  1986.5   (meters)     6517.    (feet) GPS OBS
 PV0669  ______________________________________________________________________
 PV0669  NAVD 88 orthometric height was determined with geoid model    GEOID96
 PV0669  GEOID HEIGHT    -        -12.817 (meters)                     GEOID96
 PV0669  GEOID HEIGHT    -        -12.881 (meters)                     GEOID18
 PV0669  NAD 83(2011) X  - -1,111,247.941 (meters)                     COMP
 PV0669  NAD 83(2011) Y  - -4,444,800.459 (meters)                     COMP
 PV0669  NAD 83(2011) Z  -  4,425,240.197 (meters)                     COMP
 PV0669  LAPLACE CORR    -          6.46  (seconds)                    DEFLEC18
 PV0669
 PV0669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PV0669  Standards:
 PV0669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PV0669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PV0669  -------------------------------------------------------------------
 PV0669  NETWORK    1.18   3.39           0.55   0.38   1.73     -0.11354317
 PV0669  -------------------------------------------------------------------
 PV0669  Click here for local accuracies and other accuracy information.
 PV0669
 PV0669.The horizontal coordinates were established by GPS observations
 PV0669.and adjusted by the National Geodetic Survey in June 2012.
 PV0669
 PV0669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PV0669.been affixed to the stable North American tectonic plate. See 
 PV0669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PV0669
 PV0669.The horizontal coordinates are valid at the epoch date displayed above
 PV0669.which is a decimal equivalence of Year/Month/Day.
 PV0669
 PV0669.The orthometric height was determined by GPS observations and a
 PV0669.high-resolution geoid model.
 PV0669
 PV0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0669.GEOID18 height accuracy estimate available here.
 PV0669
 PV0669.Click photographs - Photos may exist for this station.
 PV0669
 PV0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0669
 PV0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0669
 PV0669.The ellipsoidal height was determined by GPS observations
 PV0669.and is referenced to NAD 83.
 PV0669
 PV0669. The following values were computed from the NAD 83(2011) position.
 PV0669
 PV0669;                    North         East     Units Scale Factor Converg.
 PV0669;SPC SD N     -    48,530.287   277,416.462   MT  1.00004915   -2 51 25.3
 PV0669;SPC SD N     -   159,219.78    910,157.18   sFT  1.00004915   -2 51 25.3
 PV0669;SPC WY E     -   411,332.094   290,313.534   MT  1.00003778   +0 47 15.7
 PV0669;SPC WY E     - 1,349,512.05    952,470.32   sFT  1.00003778   +0 47 15.7
 PV0669;UTM  13      - 4,894,278.392   576,965.076   MT  0.99967285   +0 40 17.4
 PV0669
 PV0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0669!SPC SD N     -   0.99969064  x   1.00004915  =   0.99973977
 PV0669!SPC WY E     -   0.99969064  x   1.00003778  =   0.99972841
 PV0669!UTM  13      -   0.99969064  x   0.99967285  =   0.99936359
 PV0669
 PV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7696594278(NAD 83)
 PV0669
 PV0669                          SUPERSEDED SURVEY CONTROL
 PV0669
 PV0669  NAD 83(2007)-  44 11 51.59209(N)    104 02 12.56646(W) AD(2002.00) 0
 PV0669  ELLIP H (02/10/07) 1973.587  (m)                       GP(2002.00)    
 PV0669  ELLIP H (04/15/04) 1973.587  (m)                       GP(       ) 2 1
 PV0669  NAD 83(1996)-  44 11 51.59136(N)    104 02 12.56634(W) AD(       ) B
 PV0669  ELLIP H (04/18/97) 1973.648  (m)                       GP(       ) 4 1
 PV0669  NAD 83(1993)-  44 11 51.58458(N)    104 02 12.56776(W) AD(       ) 1
 PV0669  NAD 83(1986)-  44 11 51.58039(N)    104 02 12.55966(W) AD(       ) 1
 PV0669  NGVD 29 (06/17/92) 1985.6    (m)  GEOID90  model used  GPS OBS        
 PV0669
 PV0669.Superseded values are not recommended for survey control.
 PV0669
 PV0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0669.See file dsdata.pdf to determine how the superseded data were derived.
 PV0669
 PV0669_MARKER: DD = SURVEY DISK
 PV0669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0669_STAMPING: HARDY 1990
 PV0669_MARK LOGO: USFS
 PV0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0669+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1996
 PV0669
 PV0669  HISTORY     - Date     Condition        Report By
 PV0669  HISTORY     - 1990     MONUMENTED       USFS
 PV0669  HISTORY     - 19910930 GOOD
 PV0669  HISTORY     - 19960826 GOOD             NGS
 PV0669
 PV0669                          STATION DESCRIPTION
 PV0669
 PV0669'DESCRIBED BY US FOREST SERVICE 1990
 PV0669'THE STATION IS LOCATED AT THE HARDY WORK CENTER, A USDA ADMINISTRATIVE
 PV0669'SITE IN THE BLACK HILLS NATIONAL FOREST.
 PV0669'FROM THE INTERSECTION OF WY. HIGHWAY 585 AND U.S. HIGHWAY 85 (FOUR
 PV0669'CORNERS), TRAVEL NORTH ON 85 11.4 MI (18.35 KM) . TO THE HARDY WORK
 PV0669'CENTER. FROM THE CATTLEGUARD AT THE ENTRANCE TO THE WORK CENTER, THE
 PV0669'STATION IS 80 FT. S. ALONG A SPLIT RAIL FENCE ALONG THE ROAD R.O.W..
 PV0669'THE STATION IS ALSO 6.3 FT. NW. OF A 6 IN. POST WHICH IS THE SOUTH
 PV0669'EAST CORNER OF THE FENCED AREA.
 PV0669
 PV0669                          STATION RECOVERY (1991)
 PV0669
 PV0669'RECOVERED 1991
 PV0669'RECOVERED IN GOOD CONDITION.
 PV0669
 PV0669                          STATION RECOVERY (1996)
 PV0669
 PV0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PV0669'THE STATION IS LOCATED 11.3 MI (18.2 KM) NORTHEAST OF FOUR CORNERS,
 PV0669'WYOMING, 14.6 MI (23.5 KM) SOUTHWEST OF CHEYENNE CROSSING, AND 2.4 MI
 PV0669'(3.9 KM) NORTHEAST OF THE WYOMING/SOUTH DAKOTA STATE LINE, ON THE
 PV0669'GROUNDS OF THE USFS HARDY GUARD STATION (HARDY WORK CENTER), IN THE
 PV0669'BLACK HILLS NATIONAL FOREST.  OWNERSHIP--U.S. DEPARTMENT OF THE
 PV0669'INTERIOR.
 PV0669'
 PV0669'TO REACH THE STATION FROM THE JUNCTION OF WYOMING STATE HIGHWAY 585
 PV0669'AND U.S. HIGHWAY 85 IN FOUR CORNERS, WYOMING, GO NORTHEAST ON U.S.
 PV0669'HIGHWAY 85 FOR 8.9 MI (14.3 KM) TO THE WYOMING/ SOUTH DAKOTA STATE
 PV0669'LINE, CONTINUE NORTHEAST ON U.S. HIGHWAY 85 FOR 2.4 MI (3.9 KM) TO THE
 PV0669'STATION ON THE LEFT, AT THE NORTHEAST CORNER OF THE GUARD STATION.
 PV0669'
 PV0669'THE STATION IS A PUNCH POINT WITHIN A TRIANGLE NEAR THE CENTER OF AN
 PV0669'ALUMINUM PIPE CAP FASTENED TO A ALUMINUM PIPE.  LOCATED 80.3 FT
 PV0669'(24.5 M) SOUTH OF THE SOUTH END OF A CATTLE GUARD AT THE ENTRANCE TO
 PV0669'THE GUARD STATION, 64.0 FT (19.5 M) WEST OF THE HIGHWAY CENTERLINE,
 PV0669'41.3 FT (12.6 M) SOUTH-SOUTHWEST OF THE WEST LEG OF A SIGN (HARDY
 PV0669'GUARD STATION), 6.0 FT (1.8 M) NORTHEAST OF A FENCE POST WITH A
 PV0669'WITNESS SIGN ATTACHED, 5.8 FT (1.8 M) NORTHWEST OF A FENCE CORNER, 5.4
 PV0669'FT (1.6 M) NORTH OF A FENCE, AND 3.4 FT (1.0 M) WEST OF A FENCE.
 PV0669'NOTE-THE PIPE DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0283 ***********************************************************************
 PU0283  DESIGNATION -  HARE
 PU0283  PID         -  PU0283
 PU0283  STATE/COUNTY-  SD/MEADE
 PU0283  COUNTRY     -  US
 PU0283  USGS QUAD   -  OPAL EAST SW (2017)
 PU0283
 PU0283                         *CURRENT SURVEY CONTROL
 PU0283  ______________________________________________________________________
 PU0283* NAD 83(1986) POSITION- 44 50 54.     (N) 102 27 04.     (W)   SCALED
 PU0283* NAVD 88 ORTHO HEIGHT -   815.658 (meters)     2676.04  (feet) ADJUSTED
 PU0283  ______________________________________________________________________
 PU0283  GEOID HEIGHT    -        -18.534 (meters)                     GEOID18
 PU0283  DYNAMIC HEIGHT  -        815.478 (meters)     2675.45  (feet) COMP
 PU0283  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 PU0283
 PU0283  VERT ORDER      -  SECOND    CLASS 0
 PU0283
 PU0283.The horizontal coordinates were scaled from a map and have
 PU0283.an estimated accuracy of +/- 6 seconds.
 PU0283
 PU0283.The orthometric height was determined by differential leveling and
 PU0283.adjusted by the NATIONAL GEODETIC SURVEY
 PU0283.in June 1991.
 PU0283
 PU0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0283.GEOID18 height accuracy estimate available here.
 PU0283
 PU0283.Click photographs - Photos may exist for this station.
 PU0283
 PU0283.The dynamic height is computed by dividing the NAVD 88
 PU0283.geopotential number by the normal gravity value computed on the
 PU0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0283.degrees latitude (g = 980.6199 gals.).
 PU0283
 PU0283.The modeled gravity was interpolated from observed gravity values.
 PU0283
 PU0283;                    North         East    Units  Estimated Accuracy
 PU0283;SPC SD N     -   115,720.      406,270.      MT  (+/- 180 meters Scaled)
 PU0283
 PU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK014692(NAD 83)
 PU0283
 PU0283                          SUPERSEDED SURVEY CONTROL
 PU0283
 PU0283  NGVD 29 (??/??/92)  815.199  (m)         2674.53   (f) ADJ UNCH    2 0
 PU0283
 PU0283.Superseded values are not recommended for survey control.
 PU0283
 PU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0283.See file dsdata.pdf to determine how the superseded data were derived.
 PU0283
 PU0283_MARKER: DB = BENCH MARK DISK
 PU0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0283_STAMPING: HARE 1962
 PU0283_MARK LOGO: CGS
 PU0283_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0283+STABILITY: SURFACE MOTION
 PU0283
 PU0283  HISTORY     - Date     Condition        Report By
 PU0283  HISTORY     - 1962     MONUMENTED       CGS
 PU0283
 PU0283                          STATION DESCRIPTION
 PU0283
 PU0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0283'4.9 MI SE FROM OPAL.
 PU0283'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0283'3.1 MILES SOUTH ALONG A GRAVEL ROAD, 0.1 MILE NORTH OF A ROAD
 PU0283'EAST, 0.05 MILE SOUTH OF AN EAST-WEST FENCE LINE, AT THE SUMMIT
 PU0283'OF A HILL, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2
 PU0283'FEET SOUTH OF A POWER POLE, 1.2 FEET EAST OF A FENCE, 2.2 FEET
 PU0283'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE
 PU0283'TOP OF A CONCRETE POST PROJECTING 0.3 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0596 ***********************************************************************
 PS0596  DESIGNATION -  HARMONY
 PS0596  PID         -  PS0596
 PS0596  STATE/COUNTY-  SD/SPINK
 PS0596  COUNTRY     -  US
 PS0596  USGS QUAD   -  DOLAND NW (2017)
 PS0596
 PS0596                         *CURRENT SURVEY CONTROL
 PS0596  ______________________________________________________________________
 PS0596* NAD 83(1996) POSITION- 44 55 24.89213(N) 098 14 50.89235(W)   ADJUSTED
 PS0596* NAVD 88 ORTHO HEIGHT -   390.    (meters)     1280.    (feet) SCALED
 PS0596  ______________________________________________________________________
 PS0596  GEOID HEIGHT    -        -24.394 (meters)                     GEOID18
 PS0596  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 PS0596  HORZ ORDER      -  FIRST
 PS0596
 PS0596.The horizontal coordinates were established by classical geodetic methods
 PS0596.and adjusted by the National Geodetic Survey in January 1998.
 PS0596
 PS0596.The orthometric height was scaled from a topographic map.
 PS0596
 PS0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0596.GEOID18 height accuracy estimate available here.
 PS0596
 PS0596.Click photographs - Photos may exist for this station.
 PS0596
 PS0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0596
 PS0596. The following values were computed from the NAD 83(1996) position.
 PS0596
 PS0596;                    North         East     Units Scale Factor Converg.
 PS0596;SPC SD N     -   122,648.161   738,346.105   MT  0.99994158   +1 14 25.2
 PS0596;SPC SD N     -   402,388.17  2,422,390.51   sFT  0.99994158   +1 14 25.2
 PS0596;UTM  14      - 4,974,736.714   559,389.662   MT  0.99964337   +0 31 53.1
 PS0596
 PS0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0596!SPC SD N     -   0.99994264  x   0.99994158  =   0.99988422
 PS0596!UTM  14      -   0.99994264  x   0.99964337  =   0.99958603
 PS0596
 PS0596:                Primary Azimuth Mark                     Grid Az
 PS0596:SPC SD N     -  HARMONY AZ MK                            267 20 40.1
 PS0596:UTM  14      -  HARMONY AZ MK                            268 03 12.2
 PS0596
 PS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5938974736(NAD 83)
 PS0596
 PS0596|---------------------------------------------------------------------|
 PS0596| PID    Reference Object                     Distance      Geod. Az  |
 PS0596|                                                           dddmmss.s |
 PS0596| PS0593 DOLAND HIGH SCHOOL FLAG             APPROX.11.8 KM 1041722.6 |
 PS0596| PS0592 DOLAND CATHOLIC CHURCH CROSS        APPROX.11.6 KM 1043355.5 |
 PS0596| PS0594 DOLAND MUNICIPAL TANK               APPROX.12.0 KM 1044209.7 |
 PS0596| CO5155 HARMONY RM 1                         26.402 METERS 12327     |
 PS0596| PS0599 HITCHCOCK MUNICIPAL TANK            APPROX.35.3 KM 2015646.9 |
 PS0596| PS0600 FRANKFORT METH CHURCH FINIAL        APPROX. 6.8 KM 2220901.9 |
 PS0596| PS0601 FRANKFORT ST ANNS CATH CHURCH       APPROX. 6.6 KM 2224008.8 |
 PS0596| CO5156 HARMONY RM 2                         26.353 METERS 23734     |
 PS0596| CO5154 HARMONY AZ MK                                      2683505.3 |
 PS0596|---------------------------------------------------------------------|
 PS0596
 PS0596                          SUPERSEDED SURVEY CONTROL
 PS0596
 PS0596  NAD 83(1986)-  44 55 24.89274(N)    098 14 50.88463(W) AD(       ) 1
 PS0596  NAD 27      -  44 55 24.99100(N)    098 14 49.56000(W) AD(       ) 1
 PS0596
 PS0596.Superseded values are not recommended for survey control.
 PS0596
 PS0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0596.See file dsdata.pdf to determine how the superseded data were derived.
 PS0596
 PS0596_MARKER: DS = TRIANGULATION STATION DISK
 PS0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0596_STAMPING: HARMONY 1935
 PS0596_MARK LOGO: CGS
 PS0596_PROJECTION: RECESSED 30 CENTIMETERS
 PS0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0596+STABILITY: SURFACE MOTION
 PS0596
 PS0596  HISTORY     - Date     Condition        Report By
 PS0596  HISTORY     - 1935     MONUMENTED       CGS
 PS0596
 PS0596                          STATION DESCRIPTION
 PS0596
 PS0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0596'THIS STATION IS LOCATED IN THE SW CORNER OF SEC. 24, T117N,
 PS0596'R62W, HARMONY TOWNSHIP, 2.75 MILES E AND 3.25 MILES N OF
 PS0596'FRANKFORT, IN THE SW CORNER OF A FIELD, 155 FEET NE OF THE SECTION
 PS0596'CORNER AND CROSSROADS, 88 FEET N OF THE CENTER LINE OF THE ROAD,
 PS0596'116 FEET E OF THE CENTER LINE OF THE ROAD, ON LAND OWNED BY MRS.
 PS0596'MARY PETLEN OF IOWA AND LEASED BY MR. ELLISON BAHDE.  THE MARK
 PS0596'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 PS0596'
 PS0596'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0596'BRONZE DISKS SET IN CONCRETE.
 PS0596'
 PS0596'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF A LINE
 PS0596'OF TELEPHONE POLES, 41 FEET N OF THE CENTER LINE OF THE ROAD.
 PS0596'PROJECTS 12 INCHES.  REFERENCE MARK NO. 2 IS SW OF THE STATION
 PS0596'3 FEET N OF A LINE OF TELEPHONE POLES, 43 FEET N OF THE CENTER
 PS0596'LINE OF THE ROAD, 48 FEET E OF THE CENTER LINE OF THE ROAD.
 PS0596'PROJECTS 12 INCHES.
 PS0596'
 PS0596'THE AZIMUTH MARK IS W OF THE STATION, 35 FEET N OF THE CENTER
 PS0596'LINE OF THE ROAD, 1 FOOT N OF THE RIGHT-OF-WAY FENCE LINE, 3
 PS0596'FEET E OF THE E POST OF A GATE INTO A FIELD.  PROJECTS 10 INCHES.
 PS0596'
 PS0596'TO REACH THE STATION FROM THE POST OFFICE IN FRANKFORT, GO
 PS0596'N ON THE MAIN STREET 0.15 MILE, TURN RIGHT (E) ON U.S. HIGHWAY
 PS0596'212 AND GO E 1.15 MILES, N 1.0 MILE, AND E 1.7 MILES TO A T-ROAD
 PS0596'ON THE LEFT (N).  THIS POINT IS 7.0 MILES W OF THE W JUNCTION
 PS0596'OF U.S. HIGHWAY 212 AND S. DAK. 37, N OF THE RAILROAD TRACKS IN
 PS0596'DOLAND, TURN N ON THE UNGRADED DIRT ROAD AND GO 2.0 MILES TO
 PS0596'CROSSROADS AND STATION TO THE NE.
 PS0596'
 PS0596'LIGHTS 74 FEET ABOVE LOVOLD, ASHTON, AND ANTELOPE ARE VISIBLE
 PS0596'FROM THE GROUND.  A LIGHT 74 FEET ABOVE LINCOLN IS VISIBLE AT
 PS0596'50 FEET.
 PS0596'
 PS0596'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0618 ***********************************************************************
 PS0618  DESIGNATION -  HARMONY
 PS0618  PID         -  PS0618
 PS0618  STATE/COUNTY-  SD/JERAULD
 PS0618  COUNTRY     -  US
 PS0618  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0618
 PS0618                         *CURRENT SURVEY CONTROL
 PS0618  ______________________________________________________________________
 PS0618* NAD 83(1996) POSITION- 44 07 28.74191(N) 098 46 06.60226(W)   ADJUSTED
 PS0618* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 PS0618  ______________________________________________________________________
 PS0618  GEOID HEIGHT    -        -25.114 (meters)                     GEOID18
 PS0618  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 PS0618  HORZ ORDER      -  FIRST
 PS0618
 PS0618.The horizontal coordinates were established by classical geodetic methods
 PS0618.and adjusted by the National Geodetic Survey in January 1998.
 PS0618
 PS0618.The orthometric height was scaled from a topographic map.
 PS0618
 PS0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0618.GEOID18 height accuracy estimate available here.
 PS0618
 PS0618.Click photographs - Photos may exist for this station.
 PS0618
 PS0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0618
 PS0618. The following values were computed from the NAD 83(1996) position.
 PS0618
 PS0618;                    North         East     Units Scale Factor Converg.
 PS0618;SPC SD S     -   200,184.170   725,232.019   MT  0.99994588   +1 04 46.2
 PS0618;SPC SD S     -   656,770.90  2,379,365.38   sFT  0.99994588   +1 04 46.2
 PS0618;UTM  14      - 4,885,743.703   518,521.356   MT  0.99960422   +0 09 40.2
 PS0618
 PS0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0618!SPC SD S     -   0.99991984  x   0.99994588  =   0.99986573
 PS0618!UTM  14      -   0.99991984  x   0.99960422  =   0.99952409
 PS0618
 PS0618:                Primary Azimuth Mark                     Grid Az
 PS0618:SPC SD S     -  HARMONY AZ MK                            095 12 51.9
 PS0618:UTM  14      -  HARMONY AZ MK                            096 07 57.9
 PS0618
 PS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1852185743(NAD 83)
 PS0618
 PS0618|---------------------------------------------------------------------|
 PS0618| PID    Reference Object                     Distance      Geod. Az  |
 PS0618|                                                           dddmmss.s |
 PS0618| CO5152 HARMONY RM 1                         30.997 METERS 01446     |
 PS0618| CO5151 HARMONY AZ MK                                      0961738.1 |
 PS0618| CO5153 HARMONY RM 2                         31.067 METERS 27522     |
 PS0618|---------------------------------------------------------------------|
 PS0618
 PS0618                          SUPERSEDED SURVEY CONTROL
 PS0618
 PS0618  NAD 83(1986)-  44 07 28.74071(N)    098 46 06.61116(W) AD(       ) 1
 PS0618  NAD 27      -  44 07 28.77100(N)    098 46 05.27300(W) AD(       ) 1
 PS0618
 PS0618.Superseded values are not recommended for survey control.
 PS0618
 PS0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0618.See file dsdata.pdf to determine how the superseded data were derived.
 PS0618
 PS0618_MARKER: DS = TRIANGULATION STATION DISK
 PS0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0618_STAMPING: HARMONY 1934
 PS0618_MARK LOGO: CGS
 PS0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0618+STABILITY: SURFACE MOTION
 PS0618
 PS0618  HISTORY     - Date     Condition        Report By
 PS0618  HISTORY     - 1934     MONUMENTED       CGS
 PS0618
 PS0618                          STATION DESCRIPTION
 PS0618
 PS0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0618'STATION IS ON LAND OF EMANUEL BALTZER, ABOUT 500 FEET E AND
 PS0618'ABOUT 500 FEET N OF THE SW CORNER OF SEC. 28, T 108 N, R 66 W,
 PS0618'ON A HIGH BALD KNOLL.  MARK IS ON THE HIGHEST POINT, ABOUT
 PS0618'270 FEET E OF W SECTION LINE.
 PS0618'
 PS0618'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0618'BRONZE DISKS SET IN CONCRETE.
 PS0618'
 PS0618'REFERENCE MARK NO. 1 IS E OF W SECTION LINE, ABOUT 300 FEET.
 PS0618'
 PS0618'REFERENCE MARK NO. 2 IS E OF W SECTION LINE, ABOUT 180 FEET.
 PS0618'
 PS0618'AZIMUTH MARK IS 0.9 MILE SE OF STATION.  REACHED FROM THE
 PS0618'STATION BY GOING E FROM SW CORNER OF SEC. 28 FOR 0.5 MILE
 PS0618'TO MARK AT N EDGE OF NEW GRADED ROAD.  ABOUT 75 PACES W OF
 PS0618'SMALL CHURCH, IN TELEPHONE POLE LINE.
 PS0618'
 PS0618'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 34 AND
 PS0618'45, WHICH IS 3-1/4 MILES N ALONG STATE HIGHWAY 45 FROM GANN
 PS0618'VALLEY.  TAKE STATE HIGHWAY 34 E FOR 10 MILES AND TURN LEFT
 PS0618'(N) AT A NARROW GRAVEL CROSS ROAD (GROUP OF 5 MAIL BOXES IN
 PS0618'NE ANGLE) AND PROCEED N FOR 1 MILE AND TAKE LEFT FORK, KEEPING
 PS0618'MAIN ROAD W AND N FOR 2.1 MILES.  THENCE E ON CROSS ROAD FOR
 PS0618'1.0 MILE TO CROSS ROAD AND STATION ON KNOLL ABOUT 250 YARDS
 PS0618'NE.  TRUCK CAN BE DRIVEN TO TOP.
 PS0618'
 PS0618'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0810 ***********************************************************************
 OT0810  DESIGNATION -  HARNEY
 OT0810  PID         -  OT0810
 OT0810  STATE/COUNTY-  SD/PENNINGTON
 OT0810  COUNTRY     -  US
 OT0810  USGS QUAD   -  CUSTER (2017)
 OT0810
 OT0810                         *CURRENT SURVEY CONTROL
 OT0810  ______________________________________________________________________
 OT0810* NAD 83(1996) POSITION- 43 51 57.05181(N) 103 31 56.75519(W)   ADJUSTED
 OT0810* NAVD 88 ORTHO HEIGHT -  2208.    (meters)     7244.    (feet) SCALED
 OT0810  ______________________________________________________________________
 OT0810  GEOID HEIGHT    -        -13.895 (meters)                     GEOID18
 OT0810  LAPLACE CORR    -        -13.41  (seconds)                    DEFLEC18
 OT0810  HORZ ORDER      -  SECOND
 OT0810
 OT0810.The horizontal coordinates were established by classical geodetic methods
 OT0810.and adjusted by the National Geodetic Survey in January 1998.
 OT0810
 OT0810.The orthometric height was scaled from a topographic map.
 OT0810
 OT0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0810.GEOID18 height accuracy estimate available here.
 OT0810
 OT0810.Click photographs - Photos may exist for this station.
 OT0810
 OT0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0810
 OT0810. The following values were computed from the NAD 83(1996) position.
 OT0810
 OT0810;                    North         East     Units Scale Factor Converg.
 OT0810;SPC SD S     -   175,201.971   342,920.174   MT  0.99991618   -2 12 24.9
 OT0810;SPC SD S     -   574,808.47  1,125,063.94   sFT  0.99991618   -2 12 24.9
 OT0810;UTM  13      - 4,858,019.715   617,926.281   MT  0.99977104   +1 01 01.6
 OT0810
 OT0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0810!SPC SD S     -   0.99965611  x   0.99991618  =   0.99957232
 OT0810!UTM  13      -   0.99965611  x   0.99977104  =   0.99942723
 OT0810
 OT0810:                Primary Azimuth Mark                     Grid Az
 OT0810:SPC SD S     -  CASTLE PEAK                              330 32 53.9
 OT0810:UTM  13      -  CASTLE PEAK                              327 19 27.4
 OT0810
 OT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1792658019(NAD 83)
 OT0810
 OT0810|---------------------------------------------------------------------|
 OT0810| PID    Reference Object                     Distance      Geod. Az  |
 OT0810|                                                           dddmmss.s |
 OT0810| CQ3896 HARNEY RM 1                           6.620 METERS 05655     |
 OT0810| OT0812 HARNEY PEAK LOOKOUT TOWER           108.555 METERS 08343     |
 OT0810| OT0813 HARNEY PEAK AIRWAY BEACON             4.197 METERS 15336     |
 OT0810| CQ3897 HARNEY RM 2                           5.913 METERS 29314     |
 OT0810| PU2335 CASTLE PEAK                         APPROX.29.0 KM 3282029.0 |
 OT0810|---------------------------------------------------------------------|
 OT0810
 OT0810                          SUPERSEDED SURVEY CONTROL
 OT0810
 OT0810  NAD 83(1995)-  43 51 57.04201(N)    103 31 56.76075(W) AD(       ) 2
 OT0810  NAD 83(1993)-  43 51 57.04332(N)    103 31 56.75975(W) AD(       ) 2
 OT0810  NAD 83(1986)-  43 51 57.04711(N)    103 31 56.75826(W) AD(       ) 2
 OT0810  NAD 27      -  43 51 57.09700(N)    103 31 55.06900(W) AD(       ) 2
 OT0810
 OT0810.Superseded values are not recommended for survey control.
 OT0810
 OT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0810.See file dsdata.pdf to determine how the superseded data were derived.
 OT0810
 OT0810_MARKER: DS = TRIANGULATION STATION DISK
 OT0810_SETTING: 66 = SET IN ROCK OUTCROP
 OT0810_STAMPING: HARNEY 1950
 OT0810_MARK LOGO: CGS
 OT0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0810+STABILITY: POSITION/ELEVATION WELL
 OT0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0810+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 OT0810
 OT0810  HISTORY     - Date     Condition        Report By
 OT0810  HISTORY     - 1950     MONUMENTED       CGS
 OT0810  HISTORY     - 20040616 GOOD             SWGEOM
 OT0810  HISTORY     - 20080830 GOOD             INDIV
 OT0810  HISTORY     - 20160916 GOOD             INDIV
 OT0810
 OT0810                          STATION DESCRIPTION
 OT0810
 OT0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0810'STATION IS LOCATED ON THE HIGHEST POINT IN THE BLACK HILLS,
 OT0810'HARNEY PEAK, IN HARNEY NATIONAL FOREST, ABOUT 5 MILES SOUTHEAST
 OT0810'OF HILL CITY, ABOUT 1 MILE NORTH OF PENNINGTON-CUSTER COUNTY
 OT0810'LINE, AND 7 FEET NORTH OF THE NORTHWEST LEG OF THE AIRWAY BEACON.
 OT0810'
 OT0810'STATION MARK IS SET FLUSH IN BEDROCK, AND THE DISK IS STAMPED
 OT0810'HARNEY 1950.
 OT0810'
 OT0810'REFERENCE MARK NO. 1 IS 20 FEET NORTHEAST OF THE NORTHEAST
 OT0810'LEG OF THE AIRWAY BEACON.  THE MARK IS SET FLUSH IN BEDROCK,
 OT0810'AND THE DISK IS STAMPED HARNEY NO 1 1950.
 OT0810'
 OT0810'REFERENCE MARK NO. 2 IS 25 FEET NORTHWEST OF THE NORTHWEST
 OT0810'LEG OF THE AIRWAY BEACON.  THE MARK IS SET FLUSH IN BEDROCK,
 OT0810'AND THE DISK IS STAMPED HARNEY NO 2 1950.
 OT0810'
 OT0810'THERE WAS NO SUITABLE POINT VISIBLE FROM THE GROUND AT WHICH
 OT0810'AN AZIMUTH MARK COULD BE ESTABLISHED.
 OT0810'
 OT0810'ALL MARKS ARE STANDARD DISKS SET IN OUTCROPPING BEDROCK.
 OT0810'
 OT0810'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OT0810
 OT0810                          STATION RECOVERY (2004)
 OT0810
 OT0810'RECOVERY NOTE BY SOUTHWEST GEOMATICS INC 2004 (BSF)
 OT0810'RECOVERED IN GOOD CONDITION.
 OT0810
 OT0810                          STATION RECOVERY (2008)
 OT0810
 OT0810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ML)
 OT0810'RECOVERED IN GOOD CONDITION.
 OT0810
 OT0810                          STATION RECOVERY (2016)
 OT0810
 OT0810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JFP)
 OT0810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0813 ***********************************************************************
 OT0813  DESIGNATION -  HARNEY PEAK AIRWAY BEACON
 OT0813  PID         -  OT0813
 OT0813  STATE/COUNTY-  SD/PENNINGTON
 OT0813  COUNTRY     -  US
 OT0813  USGS QUAD   -  CUSTER (2017)
 OT0813
 OT0813                         *CURRENT SURVEY CONTROL
 OT0813  ______________________________________________________________________
 OT0813* NAD 83(1996) POSITION- 43 51 56.93001(N) 103 31 56.67163(W)   ADJUSTED
 OT0813  ______________________________________________________________________
 OT0813  GEOID HEIGHT    -        -13.895 (meters)                     GEOID18
 OT0813  LAPLACE CORR    -        -13.43  (seconds)                    DEFLEC18
 OT0813  HORZ ORDER      -  THIRD
 OT0813
 OT0813.The horizontal coordinates were established by classical geodetic methods
 OT0813.and adjusted by the National Geodetic Survey in January 1998.
 OT0813
 OT0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0813.GEOID18 height accuracy estimate available here.
 OT0813
 OT0813.Click photographs - Photos may exist for this station.
 OT0813
 OT0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0813
 OT0813. The following values were computed from the NAD 83(1996) position.
 OT0813
 OT0813;                    North         East     Units Scale Factor Converg.
 OT0813;SPC SD S     -   175,198.143   342,921.894   MT  0.99991617   -2 12 24.8
 OT0813;SPC SD S     -   574,795.91  1,125,069.58   sFT  0.99991617   -2 12 24.8
 OT0813;UTM  13      - 4,858,015.990   617,928.213   MT  0.99977105   +1 01 01.6
 OT0813
 OT0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1792858015(NAD 83)
 OT0813
 OT0813                          SUPERSEDED SURVEY CONTROL
 OT0813
 OT0813  NAD 83(1995)-  43 51 56.92021(N)    103 31 56.67719(W) AD(       ) 3
 OT0813  NAD 83(1993)-  43 51 56.92153(N)    103 31 56.67620(W) AD(       ) 3
 OT0813  NAD 83(1986)-  43 51 56.92529(N)    103 31 56.67450(W) AD(       ) 3
 OT0813  NAD 27      -  43 51 56.97500(N)    103 31 54.98500(W) AD(       ) 3
 OT0813
 OT0813.Superseded values are not recommended for survey control.
 OT0813
 OT0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0813.See file dsdata.pdf to determine how the superseded data were derived.
 OT0813
 OT0813_MARKER: 22 = AIRWAY BEACON
 OT0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0813+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 OT0813
 OT0813  HISTORY     - Date     Condition        Report By
 OT0813  HISTORY     - 1950     FIRST OBSERVED   CGS
 OT0813  HISTORY     - 20160916 GOOD             INDIV
 OT0813
 OT0813                          STATION DESCRIPTION
 OT0813
 OT0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0813'STATION IS LOCATED ON THE HIGHEST POINT IN THE BLACK HILLS,
 OT0813'HARNEY PEAK, IN HARNEY NATIONAL FOREST, ABOUT 5 MILES SOUTHEAST
 OT0813'OF HILL CITY, ABOUT 1 MILE NORTH OF PENNINGTON-CUSTER COUNTY
 OT0813'LINE, AND 4.200 METERS (13.18 FEET) SOUTHEAST OF TRIANGULATION
 OT0813'STATION HARNEY.
 OT0813'
 OT0813'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 60 FEET HIGH, AND
 OT0813'ALTERNATELY PAINTED ORANGE AND WHITE.
 OT0813'
 OT0813'THE POINT INTERSECTED WAS THE CENTER OF THE BASE.
 OT0813
 OT0813                          STATION RECOVERY (2016)
 OT0813
 OT0813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JFP)
 OT0813'THE TOWER AT THIS LOCATION WAS REMOVED ON AN UNKNOWN DATE.  THE
 OT0813'STUBS FOR FOUR ANGLE IRON LEGS REMAIN IN PLACE IN CONCRETE AND
 OT0813'GRANITE.  AT THE INTERSECTION OF THESE FOUR LEGS, A 0.75-INCH
 OT0813'DIAMETER DRILL HOLE IN GRANITE WAS FOUND.  THIS IS BELIEVED TO
 OT0813'HAVE ONCE MARKED THE CENTER OF THE AIRWAY BEACON TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0812 ***********************************************************************
 OT0812  DESIGNATION -  HARNEY PEAK LOOKOUT TOWER
 OT0812  PID         -  OT0812
 OT0812  STATE/COUNTY-  SD/PENNINGTON
 OT0812  COUNTRY     -  US
 OT0812  USGS QUAD   -  CUSTER (2017)
 OT0812
 OT0812                         *CURRENT SURVEY CONTROL
 OT0812  ______________________________________________________________________
 OT0812* NAD 83(1996) POSITION- 43 51 57.43700(N) 103 31 51.92293(W)   ADJUSTED
 OT0812  ______________________________________________________________________
 OT0812  GEOID HEIGHT    -        -13.902 (meters)                     GEOID18
 OT0812  LAPLACE CORR    -        -13.91  (seconds)                    DEFLEC18
 OT0812  HORZ ORDER      -  THIRD
 OT0812
 OT0812.The horizontal coordinates were established by classical geodetic methods
 OT0812.and adjusted by the National Geodetic Survey in January 1998.
 OT0812
 OT0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0812.GEOID18 height accuracy estimate available here.
 OT0812
 OT0812.Click photographs - Photos may exist for this station.
 OT0812
 OT0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0812
 OT0812. The following values were computed from the NAD 83(1996) position.
 OT0812
 OT0812;                    North         East     Units Scale Factor Converg.
 OT0812;SPC SD S     -   175,209.696   343,028.445   MT  0.99991618   -2 12 21.5
 OT0812;SPC SD S     -   574,833.81  1,125,419.16   sFT  0.99991618   -2 12 21.5
 OT0812;UTM  13      - 4,858,033.515   618,033.931   MT  0.99977136   +1 01 04.9
 OT0812
 OT0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1803358033(NAD 83)
 OT0812
 OT0812                          SUPERSEDED SURVEY CONTROL
 OT0812
 OT0812  NAD 83(1995)-  43 51 57.42725(N)    103 31 51.92783(W) AD(       ) 3
 OT0812  NAD 83(1993)-  43 51 57.42896(N)    103 31 51.92703(W) AD(       ) 3
 OT0812  NAD 83(1986)-  43 51 57.43220(N)    103 31 51.92038(W) AD(       ) 3
 OT0812  NAD 27      -  43 51 57.48100(N)    103 31 50.22100(W) AD(       ) 3
 OT0812
 OT0812.Superseded values are not recommended for survey control.
 OT0812
 OT0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0812.See file dsdata.pdf to determine how the superseded data were derived.
 OT0812
 OT0812_MARKER: 57 = LOOKOUT TOWER
 OT0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0812+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 OT0812
 OT0812  HISTORY     - Date     Condition        Report By
 OT0812  HISTORY     - 1950     FIRST OBSERVED   CGS
 OT0812  HISTORY     - 20160916 GOOD             INDIV
 OT0812
 OT0812                          STATION DESCRIPTION
 OT0812
 OT0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0812'STATION IS LOCATED ON THE HIGHEST POINT IN THE BLACK HILLS,
 OT0812'HARNEY PEAK, IN HARNEY NATIONAL FOREST, ABOUT 5 MILES SOUTHEAST
 OT0812'OF HILL CITY, ABOUT 1 MILE NORTH OF PENNINGTON-CUSTER COUNTY
 OT0812'LINE, AND ABOUT 100 YARDS EAST OF TRIANGULATION STATION HARNEY.
 OT0812'
 OT0812'IT IS A 20 X 20-FOOT STONE BUILDING ABOUT 50 FEET HIGH WITH
 OT0812'A GLASSED-IN LOOKOUT.
 OT0812'
 OT0812'THE POINT INTERSECTED WAS THE TOP OF THE SPIRE, WHICH IS
 OT0812'LOCATED IN THE CENTER OF THE ROOF OF THE TOWER.
 OT0812
 OT0812                          STATION RECOVERY (2016)
 OT0812
 OT0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JFP)
 OT0812'THE CENTER OF THE LOOKOUT TOWER IS A LIGHTNING ROD MEASURING
 OT0812'APPROXIMATELY 5 FEET IN LENGTH.  THE TIP OF THE LIGHTNING ROD WAS
 OT0812'DETERMINED TO BE 7262.30 FEET NAVD88 (GEOID 12B) BY VERTICAL ANGLE
 OT0812'FROM THE DRILL HOLE AT THE FORMER HARNEY PEAK AIRWAY BEACON OT0813.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0718 ***********************************************************************
 OQ0718  DESIGNATION -  HARRISBURG
 OQ0718  PID         -  OQ0718
 OQ0718  STATE/COUNTY-  SD/LINCOLN
 OQ0718  COUNTRY     -  US
 OQ0718  USGS QUAD   -  HARRISBURG (2017)
 OQ0718
 OQ0718                         *CURRENT SURVEY CONTROL
 OQ0718  ______________________________________________________________________
 OQ0718* NAD 83(1996) POSITION- 43 25 56.87951(N) 096 43 38.51205(W)   ADJUSTED
 OQ0718* NAVD 88 ORTHO HEIGHT -   440.    (meters)     1444.    (feet) SCALED
 OQ0718  ______________________________________________________________________
 OQ0718  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 OQ0718  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 OQ0718  HORZ ORDER      -  THIRD
 OQ0718
 OQ0718.The horizontal coordinates were established by classical geodetic methods
 OQ0718.and adjusted by the National Geodetic Survey in January 1998.
 OQ0718
 OQ0718.The orthometric height was scaled from a topographic map.
 OQ0718
 OQ0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0718.GEOID18 height accuracy estimate available here.
 OQ0718
 OQ0718.Click photographs - Photos may exist for this station.
 OQ0718
 OQ0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0718
 OQ0718. The following values were computed from the NAD 83(1996) position.
 OQ0718
 OQ0718;                    North         East     Units Scale Factor Converg.
 OQ0718;SPC SD S     -   128,440.139   891,846.265   MT  0.99991211   +2 29 15.3
 OQ0718;SPC SD S     -   421,390.69  2,925,998.95   sFT  0.99991211   +2 29 15.3
 OQ0718;UTM  14      - 4,811,349.919   683,937.062   MT  1.00001619   +1 33 46.3
 OQ0718
 OQ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0718!SPC SD S     -   0.99993510  x   0.99991211  =   0.99984722
 OQ0718!UTM  14      -   0.99993510  x   1.00001619  =   0.99995129
 OQ0718
 OQ0718:                Primary Azimuth Mark                     Grid Az
 OQ0718:SPC SD S     -  HARRISBURG AZ MK                         355 49 02.5
 OQ0718:UTM  14      -  HARRISBURG AZ MK                         356 44 31.5
 OQ0718
 OQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8393711349(NAD 83)
 OQ0718
 OQ0718|---------------------------------------------------------------------|
 OQ0718| PID    Reference Object                     Distance      Geod. Az  |
 OQ0718|                                                           dddmmss.s |
 OQ0718| OQ0812 SIOUX FALLS CLIFF AVE MUN TANK      APPROX.10.7 KM 0070847.5 |
 OQ0718| OQ0720 HARRISBURG TANK                     APPROX. 2.3 KM 0941026.3 |
 OQ0718| CO3645 HARRISBURG RM 1                      26.991 METERS 15136     |
 OQ0718| OQ0750 SIOUX FALLS KIHO MAST 2ND OF 4      APPROX. 7.8 KM 3225949.5 |
 OQ0718| OQ0753 SIOUX FALLS KIHO MAST NNE OF 4      APPROX. 7.9 KM 3232246.1 |
 OQ0718| OQ0830 SIOUX FALLS RAD STA KISD MAST       APPROX.13.1 KM 3400614.7 |
 OQ0718| OQ0833 SIOUX FALLS VA HOSPITAL TANK        APPROX.11.2 KM 3472146.5 |
 OQ0718| CO3646 HARRISBURG RM 2                      21.778 METERS 35159     |
 OQ0718| CO3644 HARRISBURG AZ MK                                   3581817.8 |
 OQ0718|---------------------------------------------------------------------|
 OQ0718
 OQ0718                          SUPERSEDED SURVEY CONTROL
 OQ0718
 OQ0718  NAD 83(1995)-  43 25 56.87986(N)    096 43 38.50648(W) AD(       ) 3
 OQ0718  NAD 83(1986)-  43 25 56.88389(N)    096 43 38.49567(W) AD(       ) 3
 OQ0718  NAD 27      -  43 25 56.96300(N)    096 43 37.31600(W) AD(       ) 3
 OQ0718
 OQ0718.Superseded values are not recommended for survey control.
 OQ0718
 OQ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0718.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0718
 OQ0718_MARKER: DS = TRIANGULATION STATION DISK
 OQ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0718_STAMPING: HARRISBURG 1949
 OQ0718_MARK LOGO: CGS
 OQ0718_PROJECTION: FLUSH
 OQ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0718+STABILITY: SURFACE MOTION
 OQ0718
 OQ0718  HISTORY     - Date     Condition        Report By
 OQ0718  HISTORY     - 1949     MONUMENTED       CGS
 OQ0718
 OQ0718                          STATION DESCRIPTION
 OQ0718
 OQ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0718'STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF HARRISBURG JUST NORTH
 OQ0718'OF A HOUSE IN A FIELD.  STATION IS 80 FEET NORTH OF FENCECORNER,
 OQ0718'44 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77 AND 10 FEET EAST
 OQ0718'OF FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 OQ0718'STAMPED HARRISBURG 1949.
 OQ0718'
 OQ0718'REFERENCE MARK NO. 1 IS 53 FEET EAST OF FENCECORNER AND 1 FOOT
 OQ0718'NORTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 OQ0718'IS STAMPED HARRISBURG NO 1 1949.
 OQ0718'
 OQ0718'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE CENTERLINE OF U.S.
 OQ0718'HIGHWAY 77, 3 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF
 OQ0718'FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 OQ0718'HARRISBURG NO 2 1949.
 OQ0718'
 OQ0718'AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77,
 OQ0718'6 FEET WEST SOUTHWEST OF POWER POLE WITH TRANSFORMER, 2 FEET
 OQ0718'SOUTHWEST OF WITNESS POST AND IN FENCELINE.  THE MARK PROJECTS
 OQ0718'ABOUT 5 INCHES AND THE DISK IS STAMPED HARRISBURG 1949.
 OQ0718'
 OQ0718'TO REACH FROM THE RAILROAD DEPOT IN HARRISBURG GO WEST ON MAIN
 OQ0718'GRAVEL ROAD FOR 1.5 MILES TO U.S. HIGHWAY 77.  TURN RIGHT ON U.S.
 OQ0718'HIGHWAY 77 AND GO NORTH FOR ABOUT 0.05 MILE TO STATION ON RIGHT
 OQ0718'OR EAST SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH FOR 0.55
 OQ0718'MILE TO AZIMUTH ON LEFT OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 OQ0718'
 OQ0718'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0720 ***********************************************************************
 OQ0720  DESIGNATION -  HARRISBURG TANK
 OQ0720  PID         -  OQ0720
 OQ0720  STATE/COUNTY-  SD/LINCOLN
 OQ0720  COUNTRY     -  US
 OQ0720  USGS QUAD   -  HARRISBURG (2017)
 OQ0720
 OQ0720                         *CURRENT SURVEY CONTROL
 OQ0720  ______________________________________________________________________
 OQ0720* NAD 83(1996) POSITION- 43 25 51.42716(N) 096 41 56.23580(W)   ADJUSTED
 OQ0720  ______________________________________________________________________
 OQ0720  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 OQ0720  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 OQ0720  HORZ ORDER      -  THIRD
 OQ0720
 OQ0720.The horizontal coordinates were established by classical geodetic methods
 OQ0720.and adjusted by the National Geodetic Survey in January 1998.
 OQ0720
 OQ0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0720.GEOID18 height accuracy estimate available here.
 OQ0720
 OQ0720.Click photographs - Photos may exist for this station.
 OQ0720
 OQ0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0720
 OQ0720. The following values were computed from the NAD 83(1996) position.
 OQ0720
 OQ0720;                    North         East     Units Scale Factor Converg.
 OQ0720;SPC SD S     -   128,372.270   894,151.510   MT  0.99991220   +2 30 25.9
 OQ0720;SPC SD S     -   421,168.02  2,933,562.08   sFT  0.99991220   +2 30 25.9
 OQ0720;UTM  14      - 4,811,244.842   686,241.163   MT  1.00002668   +1 34 56.6
 OQ0720
 OQ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8624111244(NAD 83)
 OQ0720
 OQ0720                          SUPERSEDED SURVEY CONTROL
 OQ0720
 OQ0720  NAD 83(1995)-  43 25 51.42802(N)    096 41 56.23032(W) AD(       ) 3
 OQ0720  NAD 83(1986)-  43 25 51.43078(N)    096 41 56.21964(W) AD(       ) 3
 OQ0720  NAD 27      -  43 25 51.51300(N)    096 41 55.04300(W) AD(       ) 3
 OQ0720
 OQ0720.Superseded values are not recommended for survey control.
 OQ0720
 OQ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0720.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0720
 OQ0720_MARKER: 53 = ELEVATED TANK
 OQ0720
 OQ0720  HISTORY     - Date     Condition        Report By
 OQ0720  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0720  HISTORY     - 1949     GOOD             CGS
 OQ0720
 OQ0720                          STATION DESCRIPTION
 OQ0720
 OQ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0720'POINT OBSERVED UPON WAS FINIAL OF CITY WATER TANK IN TOWN OF
 OQ0720'HARRISBURG.  STATION WAS NOT VISITED TO PERMIT FURTHER DESCRIPTION.
 OQ0720'
 OQ0720'OBSERVED UPON FROM STATION, LARSON, MURRAY, LENNOX, MUTH,
 OQ0720'BOTHWELL AND CORSON.
 OQ0720
 OQ0720                          STATION RECOVERY (1949)
 OQ0720
 OQ0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0720'THIS STATION IS LOCATED ABOUT 1 BLOCK NORTHWEST OF THE POST OFFICE,
 OQ0720'IN HARRISBURG.  IT IS A 4 LEGGED STEEL STRUCTURE, ABOUT 30 FEET
 OQ0720'SQUARE AT THE BASE, AND ABOUT 120 FEET HIGH.  THE LEGS ARE
 OQ0720'PAINTED BLACK AND THE TANK IS SILVER IN COLOR.
 OQ0720'
 OQ0720'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0571 ***********************************************************************
 PS0571  DESIGNATION -  HARROLD
 PS0571  PID         -  PS0571
 PS0571  STATE/COUNTY-  SD/HUGHES
 PS0571  COUNTRY     -  US
 PS0571  USGS QUAD   -  BLUNT SE (2017)
 PS0571
 PS0571                         *CURRENT SURVEY CONTROL
 PS0571  ______________________________________________________________________
 PS0571* NAD 83(1996) POSITION- 44 31 30.49488(N) 099 47 03.98410(W)   ADJUSTED
 PS0571* NAVD 88 ORTHO HEIGHT -   543.557 (meters)     1783.32  (feet) ADJUSTED
 PS0571  ______________________________________________________________________
 PS0571  GEOID HEIGHT    -        -23.563 (meters)                     GEOID18
 PS0571  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 PS0571  DYNAMIC HEIGHT  -        543.451 (meters)     1782.97  (feet) COMP
 PS0571  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 PS0571
 PS0571  HORZ ORDER      -  THIRD
 PS0571  VERT ORDER      -  FIRST     CLASS II
 PS0571
 PS0571.The horizontal coordinates were established by classical geodetic methods
 PS0571.and adjusted by the National Geodetic Survey in January 1998.
 PS0571
 PS0571.The orthometric height was determined by differential leveling and
 PS0571.adjusted by the NATIONAL GEODETIC SURVEY
 PS0571.in October 1997.
 PS0571
 PS0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0571.GEOID18 height accuracy estimate available here.
 PS0571
 PS0571.Click photographs - Photos may exist for this station.
 PS0571
 PS0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0571
 PS0571.The dynamic height is computed by dividing the NAVD 88
 PS0571.geopotential number by the normal gravity value computed on the
 PS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0571.degrees latitude (g = 980.6199 gals.).
 PS0571
 PS0571.The modeled gravity was interpolated from observed gravity values.
 PS0571
 PS0571. The following values were computed from the NAD 83(1996) position.
 PS0571
 PS0571;                    North         East     Units Scale Factor Converg.
 PS0571;SPC SD S     -   243,649.458   643,635.575   MT  1.00003230   +0 22 43.2
 PS0571;SPC SD S     -   799,373.26  2,111,661.05   sFT  1.00003230   +0 22 43.2
 PS0571;UTM  14      - 4,930,500.624   437,665.548   MT  0.99964778   -0 33 00.3
 PS0571
 PS0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0571!SPC SD S     -   0.99991847  x   1.00003230  =   0.99995077
 PS0571!UTM  14      -   0.99991847  x   0.99964778  =   0.99956628
 PS0571
 PS0571:                Primary Azimuth Mark                     Grid Az
 PS0571:SPC SD S     -  HARROLD AZ MK 2                          073 03 23.1
 PS0571:UTM  14      -  HARROLD AZ MK 2                          073 59 06.6
 PS0571
 PS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3766530500(NAD 83)
 PS0571
 PS0571|---------------------------------------------------------------------|
 PS0571| PID    Reference Object                     Distance      Geod. Az  |
 PS0571|                                                           dddmmss.s |
 PS0571| PS0740 HARROLD AZ MK 2                     APPROX. 0.8 KM 0732606.3 |
 PS0571| AB7529 HARROLD AZ MK                                      0735236.8 |
 PS0571| PS0572 HARROLD RM 1                         16.233 METERS 08822     |
 PS0571| PS0733 HARROLD MUNICIPAL TANK              APPROX. 3.6 KM 0962008.6 |
 PS0571| PS0743 BLUNT CENTRAL ELEC COOP MAST        APPROX.16.2 KM 2702430.1 |
 PS0571| PS0528 P 295                                14.397 METERS 27224     |
 PS0571|---------------------------------------------------------------------|
 PS0571
 PS0571                          SUPERSEDED SURVEY CONTROL
 PS0571
 PS0571  NAD 83(1986)-  44 31 30.49109(N)    099 47 03.98983(W) AD(       ) 3
 PS0571  NAD 27      -  44 31 30.54000(N)    099 47 02.56100(W) AD(       ) 3
 PS0571  NGVD 29 (04/17/07)  543.15   (m)         1782.0    (f) RESET       3  
 PS0571
 PS0571.Superseded values are not recommended for survey control.
 PS0571
 PS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0571.See file dsdata.pdf to determine how the superseded data were derived.
 PS0571
 PS0571_MARKER: DS = TRIANGULATION STATION DISK
 PS0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0571_STAMPING: HARROLD 1951
 PS0571_MARK LOGO: CGS
 PS0571_PROJECTION: FLUSH
 PS0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0571+STABILITY: SURFACE MOTION
 PS0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0571+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 PS0571
 PS0571  HISTORY     - Date     Condition        Report By
 PS0571  HISTORY     - 1951     MONUMENTED       CGS
 PS0571  HISTORY     - 1951     GOOD             CGS
 PS0571  HISTORY     - 1978     GOOD             NGS
 PS0571  HISTORY     - 19941129 GOOD             NGS
 PS0571  HISTORY     - 20120514 GOOD             INDIV
 PS0571
 PS0571                          STATION DESCRIPTION
 PS0571
 PS0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0571'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE TOWN OF
 PS0571'HARROLD AND ALONG THE NORTH RIGHT-OF-WAY OF THE CHICAGO
 PS0571'AND NORTHWESTERN RAILROAD.  IT IS 97 FEET NORTH OF THE NORTH
 PS0571'RAIL OF RAILROAD, 97 FEET EAST OF THE CENTERLINE OF A TRACK
 PS0571'ROAD AND IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 PS0571'6 INCHES AND THE DISK IS STAMPED HARROLD 1951.
 PS0571'
 PS0571'REFERENCE MARK NO. 1 IS 98 FEET NORTH OF THE NORTH RAIL OF
 PS0571'THE RAILROAD AND IN THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 PS0571'6 INCHES AND THE DISK IS STAMPED HARROLD NO 1 1951.
 PS0571'
 PS0571'BENCH MARK P- 295 IS 98 FEET NORTH OF THE NORTH RAIL OF THE
 PS0571'RAILROAD AND 50 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
 PS0571'THE DISK IS SET IN A 6 X 6 INCH SQUARE CONCRETE POST WHICH
 PS0571'PROJECTS 1 INCH AND THE DISK IS STAMPED P 295 1940.
 PS0571'
 PS0571'A TRAVERSE CONNECTION WAS MADE FROM STATION HARROLD TO P- 295.
 PS0571'THE DISTANCE IS AS SHOWN ABOVE.
 PS0571'
 PS0571'AZIMUTH MARK IS 100 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 PS0571'14, 30 FEET EAST OF THE CENTERLINE OF A FIELD DRIVE AND 2 FEET
 PS0571'EAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 PS0571'DISK IS STAMPED HARROLD 1951.
 PS0571'
 PS0571'TO REACH FROM THE POST OFFICE IN HARROLD, GO NORTH 0.3 MILE
 PS0571'TO HIGHWAY 14, TURN LEFT (WEST) FOR 1.8 MILES TO THE AZIMUTH
 PS0571'MARK ON THE RIGHT, CONTINUE WEST ON HIGHWAY FOR 0.5 MILE,
 PS0571'TURN LEFT (SOUTH) 0.1 MILE TO THE RAILROAD AND THE STATION
 PS0571'ON THE LEFT.
 PS0571'
 PS0571'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0571
 PS0571                          STATION RECOVERY (1951)
 PS0571
 PS0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PS0571'3.3 MI WEST FROM HARROLD.
 PS0571'2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PS0571'STATION IN HARROLD, 97.0 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 PS0571'TRACK, AND 97.0 FEET EAST OF THE CENTER OF TRACK ROAD.
 PS0571'THE MARK IS 2.7 FT  NW FROM A WITNESS POST.
 PS0571
 PS0571                          STATION RECOVERY (1978)
 PS0571
 PS0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PS0571'STATION MARK, REFERENCE MARK 1 AND BENCH MARK P 295 WERE RECOVERED
 PS0571'IN GOOD CONDITION, THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK
 PS0571'WAS REMOVE AT THIS TIME.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 PS0571'DISRANCE TO REFERENCE MARK 1 CHECKED, A DIFFERENCE TO THE
 PS0571'DIRECTION OF 3 MIN 28 SECONDS WAS FOUND.  THE DIRECTION TO BENCH
 PS0571'MARK P 295 CHECKED THE DISTANCE DID NOT CHECK BY 0.029 METERS.
 PS0571'
 PS0571'STATION IS LOCATED ABOUT 2 MILES WEST OF HARROLD, ABOUT 0.1 MILE
 PS0571'SOUTH OF U.S. HIGHWAY 14 AND IS ON THE NORTH RIGHT-OF-WAY OF
 PS0571'RAILROAD TRACKS.
 PS0571'
 PS0571'TO REACH THE STATION FROM THE POST OFFICE IN HARROLD, GO NORTH FOR
 PS0571'0.3 MILE TO U.S. HIGHWAY 14, TURN LEFT, GO WEST ON U.S. HIGHWAY 14
 PS0571'FOR 1.85 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON
 PS0571'U.S. HIGHWAY 14 FOR 0.5 MILE TO CROSSROADS, TURN LEFT, GO SOUTH ON
 PS0571'TRACK ROAD FOR 0.1 MILE TO STATION ON LEFT JUST BEFORE REACHING
 PS0571'THE RAILROAD TRACKS.
 PS0571'
 PS0571'STATION MARK IS A STANDARD DISK SET TOP OF 12 INCH SQUARE CONCRETE
 PS0571'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HARROLD 1951.  IT IS
 PS0571'97 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS, 97 FEET EAST OF
 PS0571'CENTER OF TRACK ROAD AND 2.7 FEET WEST-NORTHWEST OF WITNESS POST.
 PS0571'
 PS0571'REFERENCE MARK 1 A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 PS0571'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HARROLD NO 1
 PS0571'1951.  IT IS 150 FEET EAST OF CENTER OF TRACK ROAD, 98 FEET NORTH
 PS0571'OF NORTH TRACK OF RAILROAD TRACKS AND 1.2 FEET WEST OF WITNESS
 PS0571'POST.
 PS0571'
 PS0571'BENCH MARK P 295 IS A STANDARD DISK SET IN TOP OF A 6 INCH SQUARE
 PS0571'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED P 295 1940.  IT IS 07
 PS0571'FEET NORTH OF NORTH RAIL OF RAOAD TRACKS, 49.5 FEET EAST OF CENTER
 PS0571'OF TRACK ROAD AND 1 FOOT EAST OF OLD 4X4 INCH WOODEN WITNESS POST.
 PS0571'
 PS0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 PS0571'HARROLD.
 PS0571
 PS0571                          STATION RECOVERY (1994)
 PS0571
 PS0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0571'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0571'BLUNT, THENCE 16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 PS0571'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK ROAD, 29.6 M (97.1 FT)
 PS0571'NORTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD,
 PS0571'28.1 M (92.2 FT) EAST OF THE ROAD CENTER, 16.1 M (52.8 FT) WEST OF
 PS0571'REFERENCE MARK 1, 14.3 M (46.9 FT) EAST OF BENCH MARK P 295, 0.4 M
 PS0571'(1.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 PS0571'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PS0571
 PS0571                          STATION RECOVERY (2012)
 PS0571
 PS0571'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0740 ***********************************************************************
 PS0740  DESIGNATION -  HARROLD AZ MK 2
 PS0740  PID         -  PS0740
 PS0740  STATE/COUNTY-  SD/HUGHES
 PS0740  COUNTRY     -  US
 PS0740  USGS QUAD   -  BLUNT SE (2017)
 PS0740
 PS0740                         *CURRENT SURVEY CONTROL
 PS0740  ______________________________________________________________________
 PS0740* NAD 83(1996) POSITION- 44 31 37.68715(N) 099 46 30.17634(W)   NO CHECK
 PS0740* NAVD 88 ORTHO HEIGHT -   544.5   (meters)     1786.    (feet) VERTCON3
 PS0740  ______________________________________________________________________
 PS0740  GEOID HEIGHT    -        -23.562 (meters)                     GEOID18
 PS0740  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 PS0740  HORZ ORDER      -  THIRD
 PS0740
 PS0740.The horizontal coordinates were established by classical geodetic methods
 PS0740.and adjusted by the National Geodetic Survey in January 1998.
 PS0740
 PS0740.No horizontal observational check was made to the station.
 PS0740
 PS0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0740
 PS0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0740.GEOID18 height accuracy estimate available here.
 PS0740
 PS0740.Click photographs - Photos may exist for this station.
 PS0740
 PS0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0740
 PS0740. The following values were computed from the NAD 83(1996) position.
 PS0740
 PS0740;                    North         East     Units Scale Factor Converg.
 PS0740;SPC SD S     -   243,876.443   644,380.635   MT  1.00003286   +0 23 06.5
 PS0740;SPC SD S     -   800,117.96  2,114,105.47   sFT  1.00003286   +0 23 06.5
 PS0740;UTM  14      - 4,930,715.420   438,413.900   MT  0.99964664   -0 32 36.7
 PS0740
 PS0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0740!SPC SD S     -   0.99991833  x   1.00003286  =   0.99995119
 PS0740!UTM  14      -   0.99991833  x   0.99964664  =   0.99956500
 PS0740
 PS0740:                Primary Azimuth Mark                     Grid Az
 PS0740:SPC SD S     -  HARROLD                                  253 03 23.5
 PS0740:UTM  14      -  HARROLD                                  253 59 06.7
 PS0740
 PS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3841330715(NAD 83)
 PS0740
 PS0740|---------------------------------------------------------------------|
 PS0740| PID    Reference Object                     Distance      Geod. Az  |
 PS0740|                                                           dddmmss.s |
 PS0740| PS0571 HARROLD                             APPROX. 0.8 KM 2532630.0 |
 PS0740| PS0528 P 295                               APPROX. 0.8 KM 2534648.3 |
 PS0740|---------------------------------------------------------------------|
 PS0740
 PS0740                          SUPERSEDED SURVEY CONTROL
 PS0740
 PS0740  NAD 83(1986)-  44 31 37.68346(N)    099 46 30.18170(W) AD(       ) 3
 PS0740  NAD 27      -  44 31 37.73238(N)    099 46 28.75370(W) AD(       ) 3
 PS0740  NGVD 29 (07/19/86)  544.1    (m)         1785.     (f) VERT ANG       
 PS0740
 PS0740.Superseded values are not recommended for survey control.
 PS0740
 PS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0740.See file dsdata.pdf to determine how the superseded data were derived.
 PS0740
 PS0740_MARKER: DZ = AZIMUTH MARK DISK
 PS0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0740_STAMPING: HARROLD 1951 1978
 PS0740_MARK LOGO: NGS
 PS0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0740+STABILITY: SURFACE MOTION
 PS0740
 PS0740  HISTORY     - Date     Condition        Report By
 PS0740  HISTORY     - 1978     MONUMENTED       NGS
 PS0740
 PS0740                          STATION DESCRIPTION
 PS0740
 PS0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PS0740'THE MARK IS LOCATED ABOUT 10.8 MI (17.3 KM) EAST OF BLUNT, 8.8 MI
 PS0740'(14.1 KM) WEST OF HOLABIRD AND 1.8 MI (2.9 KM) WEST OF HARROLD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0733 ***********************************************************************
 PS0733  DESIGNATION -  HARROLD MUNICIPAL TANK
 PS0733  PID         -  PS0733
 PS0733  STATE/COUNTY-  SD/HUGHES
 PS0733  COUNTRY     -  US
 PS0733  USGS QUAD   -  HARROLD (2017)
 PS0733
 PS0733                         *CURRENT SURVEY CONTROL
 PS0733  ______________________________________________________________________
 PS0733* NAD 83(1996) POSITION- 44 31 17.46117(N) 099 44 20.31510(W)   ADJUSTED
 PS0733  ______________________________________________________________________
 PS0733  GEOID HEIGHT    -        -23.590 (meters)                     GEOID18
 PS0733  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 PS0733  HORZ ORDER      -  THIRD
 PS0733
 PS0733.The horizontal coordinates were established by classical geodetic methods
 PS0733.and adjusted by the National Geodetic Survey in January 1998.
 PS0733
 PS0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0733.GEOID18 height accuracy estimate available here.
 PS0733
 PS0733.Click photographs - Photos may exist for this station.
 PS0733
 PS0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0733
 PS0733. The following values were computed from the NAD 83(1996) position.
 PS0733
 PS0733;                    North         East     Units Scale Factor Converg.
 PS0733;SPC SD S     -   243,272.014   647,252.633   MT  1.00003130   +0 24 36.1
 PS0733;SPC SD S     -   798,134.93  2,123,528.01   sFT  1.00003130   +0 24 36.1
 PS0733;UTM  14      - 4,930,064.787   441,274.618   MT  0.99964241   -0 31 05.4
 PS0733
 PS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4127430064(NAD 83)
 PS0733
 PS0733                          SUPERSEDED SURVEY CONTROL
 PS0733
 PS0733  NAD 83(1986)-  44 31 17.45722(N)    099 44 20.32093(W) AD(       ) 3
 PS0733  NAD 27      -  44 31 17.50600(N)    099 44 18.89800(W) AD(       ) 3
 PS0733
 PS0733.Superseded values are not recommended for survey control.
 PS0733
 PS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0733.See file dsdata.pdf to determine how the superseded data were derived.
 PS0733
 PS0733_MARKER: 53 = ELEVATED TANK
 PS0733
 PS0733  HISTORY     - Date     Condition        Report By
 PS0733  HISTORY     - 1951     FIRST OBSERVED   CGS
 PS0733
 PS0733                          STATION DESCRIPTION
 PS0733
 PS0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0733'THIS STATION IS LOCATED IN THE SOUTH PART OF HARROLD.  IT IS A
 PS0733'4 LEGGED STEEL STRUCTURE, APPROXIMATELY 90 FEET HIGH, WITH THE
 PS0733'TANK PAINTED SILVER AND THE LEGS BLACK.
 PS0733'
 PS0733'THE POINT INTERSECTED WAS THE BALL AT TOP OF TANK.
 PS0733'
 PS0733'TO REACH FROM THE RAILROAD STATION, GO SOUTH ON MAIN STREET 0.25
 PS0733'MILE TO CROSS STREETS, TURN LEFT (EAST) FOR 1/2 BLOCK TO THE
 PS0733'STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0572 ***********************************************************************
 PS0572  DESIGNATION -  HARROLD RM 1
 PS0572  PID         -  PS0572
 PS0572  STATE/COUNTY-  SD/HUGHES
 PS0572  COUNTRY     -  US
 PS0572  USGS QUAD   -  BLUNT SE (2017)
 PS0572
 PS0572                         *CURRENT SURVEY CONTROL
 PS0572  ______________________________________________________________________
 PS0572* NAD 83(1986) POSITION- 44 31 30.51   (N) 099 47 03.25   (W)   HD_HELD1
 PS0572* NAVD 88 ORTHO HEIGHT -   543.641 (meters)     1783.60  (feet) ADJUSTED
 PS0572  ______________________________________________________________________
 PS0572  GEOID HEIGHT    -        -23.563 (meters)                     GEOID18
 PS0572  DYNAMIC HEIGHT  -        543.536 (meters)     1783.25  (feet) COMP
 PS0572  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 PS0572
 PS0572  VERT ORDER      -  FIRST     CLASS II
 PS0572
 PS0572.The horizontal coordinates were determined by differentially corrected
 PS0572.hand held GPS observations or other comparable positioning techniques
 PS0572.and have an estimated accuracy of +/- 3 meters.
 PS0572
 PS0572.The orthometric height was determined by differential leveling and
 PS0572.adjusted by the NATIONAL GEODETIC SURVEY
 PS0572.in October 1997.
 PS0572
 PS0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0572.GEOID18 height accuracy estimate available here.
 PS0572
 PS0572.Click photographs - Photos may exist for this station.
 PS0572
 PS0572.The dynamic height is computed by dividing the NAVD 88
 PS0572.geopotential number by the normal gravity value computed on the
 PS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0572.degrees latitude (g = 980.6199 gals.).
 PS0572
 PS0572.The modeled gravity was interpolated from observed gravity values.
 PS0572
 PS0572;                    North         East    Units  Estimated Accuracy
 PS0572;SPC SD S     -   243,650.0     643,651.8     MT  (+/- 3 meters HH1 GPS) 
 PS0572
 PS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3768130500(NAD 83)
 PS0572
 PS0572                          SUPERSEDED SURVEY CONTROL
 PS0572
 PS0572  NGVD 29 (04/17/07)  543.23   (m)         1782.2    (f) RESET       3  
 PS0572
 PS0572.Superseded values are not recommended for survey control.
 PS0572
 PS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0572.See file dsdata.pdf to determine how the superseded data were derived.
 PS0572
 PS0572_MARKER: DR = REFERENCE MARK DISK
 PS0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0572_STAMPING: HARROLD NO 1 1951
 PS0572_MARK LOGO: CGS
 PS0572_PROJECTION: FLUSH
 PS0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0572+STABILITY: SURFACE MOTION
 PS0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0572+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 PS0572
 PS0572  HISTORY     - Date     Condition        Report By
 PS0572  HISTORY     - 1951     MONUMENTED       CGS
 PS0572  HISTORY     - 19941129 GOOD             NGS
 PS0572  HISTORY     - 20120514 GOOD             INDIV
 PS0572
 PS0572                          STATION DESCRIPTION
 PS0572
 PS0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0572'2.2 MI WEST FROM HARROLD.
 PS0572'2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PS0572'STATION IN HARROLD, 150.0 FEET EAST OF THE CENTER OF TRACK ROAD,
 PS0572'98.0 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK, AND 53.3 FEET
 PS0572'EAST OF STATION HARROLD 1951.
 PS0572'THE MARK IS 1.2 FT  W FROM A WITNESS POST.
 PS0572
 PS0572                          STATION RECOVERY (1994)
 PS0572
 PS0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0572'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0572'BLUNT, THENCE 16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 PS0572'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK ROAD, 44.2 M (145.0
 PS0572'FT) EAST OF THE ROAD CENTER, 30.4 M (99.7 FT) EAST OF BENCH MARK P
 PS0572'295, 30.1 M (98.8 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA
 PS0572'AND EASTERN RAILROAD, 16.1 M (52.8 FT) EAST OF TRIANGULATION STATION
 PS0572'HARROLD, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 0.5 M (1.6 FT)
 PS0572'BELOW THE LEVEL OF TRACK.
 PS0572
 PS0572                          STATION RECOVERY (2012)
 PS0572
 PS0572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0675 ***********************************************************************
 QS0675  DESIGNATION -  HARRY
 QS0675  PID         -  QS0675
 QS0675  STATE/COUNTY-  SD/CAMPBELL
 QS0675  COUNTRY     -  US
 QS0675  USGS QUAD   -  MOUND CITY (2017)
 QS0675
 QS0675                         *CURRENT SURVEY CONTROL
 QS0675  ______________________________________________________________________
 QS0675* NAD 83(1996) POSITION- 45 39 46.50411(N) 100 04 08.32639(W)   ADJUSTED
 QS0675* NAVD 88 ORTHO HEIGHT -   520.472 (meters)     1707.58  (feet) ADJUSTED
 QS0675  ______________________________________________________________________
 QS0675  GEOID HEIGHT    -        -22.308 (meters)                     GEOID18
 QS0675  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 QS0675  DYNAMIC HEIGHT  -        520.428 (meters)     1707.44  (feet) COMP
 QS0675  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 QS0675
 QS0675  HORZ ORDER      -  SECOND
 QS0675  VERT ORDER      -  FIRST     CLASS II
 QS0675
 QS0675.The horizontal coordinates were established by classical geodetic methods
 QS0675.and adjusted by the National Geodetic Survey in January 1998.
 QS0675
 QS0675.The orthometric height was determined by differential leveling and
 QS0675.adjusted by the NATIONAL GEODETIC SURVEY
 QS0675.in July 1998.
 QS0675
 QS0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0675.GEOID18 height accuracy estimate available here.
 QS0675
 QS0675.Click photographs - Photos may exist for this station.
 QS0675
 QS0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0675
 QS0675.The dynamic height is computed by dividing the NAVD 88
 QS0675.geopotential number by the normal gravity value computed on the
 QS0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0675.degrees latitude (g = 980.6199 gals.).
 QS0675
 QS0675.The modeled gravity was interpolated from observed gravity values.
 QS0675
 QS0675. The following values were computed from the NAD 83(1996) position.
 QS0675
 QS0675;                    North         East     Units Scale Factor Converg.
 QS0675;SPC SD N     -   203,317.276   594,624.284   MT  0.99999612   -0 02 55.8
 QS0675;SPC SD N     -   667,050.10  1,950,863.17   sFT  0.99999612   -0 02 55.8
 QS0675;UTM  14      - 5,057,152.115   416,725.349   MT  0.99968526   -0 45 52.6
 QS0675
 QS0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0675!SPC SD N     -   0.99992191  x   0.99999612  =   0.99991803
 QS0675!UTM  14      -   0.99992191  x   0.99968526  =   0.99960719
 QS0675
 QS0675:                Primary Azimuth Mark                     Grid Az
 QS0675:SPC SD N     -  MARLIN                                   283 28 56.6
 QS0675:UTM  14      -  MARLIN                                   284 11 53.4
 QS0675
 QS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1672557152(NAD 83)
 QS0675
 QS0675|---------------------------------------------------------------------|
 QS0675| PID    Reference Object                     Distance      Geod. Az  |
 QS0675|                                                           dddmmss.s |
 QS0675| AE6340 HARRY RM 2                           34.481 METERS 08807     |
 QS0675| QS0689 MARLIN                              APPROX. 8.3 KM 2832600.8 |
 QS0675| AE5308 HARRY RM 1                           20.556 METERS 35932     |
 QS0675|---------------------------------------------------------------------|
 QS0675
 QS0675                          SUPERSEDED SURVEY CONTROL
 QS0675
 QS0675  NAD 83(1986)-  45 39 46.49332(N)    100 04 08.32376(W) AD(       ) 2
 QS0675  NAD 27      -  45 39 46.52389(N)    100 04 06.89282(W) AD(       ) 2
 QS0675
 QS0675.Superseded values are not recommended for survey control.
 QS0675
 QS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0675.See file dsdata.pdf to determine how the superseded data were derived.
 QS0675
 QS0675_MARKER: DD = SURVEY DISK
 QS0675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0675+WITH SETTING: INFORMATION.
 QS0675_STAMPING: HARRY ET 1967
 QS0675_MARK LOGO: USGS
 QS0675_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0675+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 QS0675
 QS0675  HISTORY     - Date     Condition        Report By
 QS0675  HISTORY     - 1967     MONUMENTED       USGS
 QS0675  HISTORY     - 19961023 GOOD             NGS
 QS0675
 QS0675                          STATION DESCRIPTION
 QS0675
 QS0675'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0675'THE STATION IS LOCATED APPROX. 12.0 MI N. AND 1.5 MI W. OF THE
 QS0675'TOWN OF SELBY, APPROX. 4.0 MI S. OF MOUND CITY, T. 125 N.,
 QS0675'R 76 W., NEAR THE SW. COR. OF THE NW 1/4 OF SEC. 8.
 QS0675'
 QS0675'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 QS0675'STATE HWY. 103 AT SELBY, GO N. ON U.S. HWY. 83, 11.7 MI TO
 QS0675'STATION ON LEFT (W.).
 QS0675'
 QS0675'STATION MARK IS 19 FT S. AND 47 FT W. OF CENTER OF HWY. 83 AT
 QS0675'A CROSS FIELD ENTRANCE E.-W., 3 FT E. OF FENCE, 3 FT E. OF
 QS0675'USGS WITNESS POST, STAMPED E.T. HARRY 1967.
 QS0675'
 QS0675'REFERENCE MARK NO. 1 IS LOCATED N. OF THE STATION, 48 FT N. AND
 QS0675'47 FT W. OF CENTER OF HWY. AT A CROSS-FIELD ENTRANCE, 2 FT E.
 QS0675'OF FENCE, STAMPED HARRY NO. 1 1967.
 QS0675'
 QS0675'REFERENCE MARK NO. 2 IS E. OF THE STATION, 14 FT S. AND
 QS0675'45 FT E. OF CENTER OF HWY. AT A CROSS-FIELD ENTRANCE, STAMPED
 QS0675'HARRY NO. 2 1967.
 QS0675'
 QS0675'AZIMUTH MARK - NONE SET.
 QS0675'
 QS0675'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0675'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0675'TILES, 12 IN. LONG, FILLED TO WITHIN 1 IN. OF CAP.
 QS0675'
 QS0675'STANDARD BRACED TRIPOD USED.
 QS0675'
 QS0675'*OFFICE NOTE--THE COMPUTED DISTANCE BETWEEN REFERENCE MARKS
 QS0675'DOES NOT AGREE WITH THE MEASURED DISTANCE BY ABOUT 38 FEET.
 QS0675
 QS0675                          STATION RECOVERY (1996)
 QS0675
 QS0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0675'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0675'IN MOUND CITY, 610.0 M (2001.3 FT) NORTH OF MILEPOST 221, 20.6 M (67.6
 QS0675'FT) SOUTH OF REFERENCE MARK 1, 14.0 M (45.9 FT) WEST OF THE HIGHWAY
 QS0675'CENTERLINE, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND FENCE, 0.5 M
 QS0675'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 QS0675'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS
 QS0675'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5308 ***********************************************************************
 AE5308  DESIGNATION -  HARRY RM 1
 AE5308  PID         -  AE5308
 AE5308  STATE/COUNTY-  SD/CAMPBELL
 AE5308  COUNTRY     -  US
 AE5308  USGS QUAD   -  MOUND CITY (2017)
 AE5308
 AE5308                         *CURRENT SURVEY CONTROL
 AE5308  ______________________________________________________________________
 AE5308* NAD 83(1986) POSITION- 45 39 47.17   (N) 100 04 08.33   (W)   HD_HELD1
 AE5308* NAVD 88 ORTHO HEIGHT -   520.444 (meters)     1707.49  (feet) ADJUSTED
 AE5308  ______________________________________________________________________
 AE5308  GEOID HEIGHT    -        -22.308 (meters)                     GEOID18
 AE5308  DYNAMIC HEIGHT  -        520.400 (meters)     1707.35  (feet) COMP
 AE5308  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 AE5308
 AE5308  VERT ORDER      -  FIRST     CLASS II
 AE5308
 AE5308.The horizontal coordinates were determined by differentially corrected
 AE5308.hand held GPS observations or other comparable positioning techniques
 AE5308.and have an estimated accuracy of +/- 3 meters.
 AE5308
 AE5308.The orthometric height was determined by differential leveling and
 AE5308.adjusted by the NATIONAL GEODETIC SURVEY
 AE5308.in July 1998.
 AE5308
 AE5308.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5308.GEOID18 height accuracy estimate available here.
 AE5308
 AE5308.Click photographs - Photos may exist for this station.
 AE5308
 AE5308.The dynamic height is computed by dividing the NAVD 88
 AE5308.geopotential number by the normal gravity value computed on the
 AE5308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5308.degrees latitude (g = 980.6199 gals.).
 AE5308
 AE5308.The modeled gravity was interpolated from observed gravity values.
 AE5308
 AE5308;                    North         East    Units  Estimated Accuracy
 AE5308;SPC SD N     -   203,337.8     594,624.2     MT  (+/- 3 meters HH1 GPS) 
 AE5308
 AE5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1672557172(NAD 83)
 AE5308
 AE5308                          SUPERSEDED SURVEY CONTROL
 AE5308
 AE5308.No superseded survey control is available for this station.
 AE5308
 AE5308_MARKER: DR = REFERENCE MARK DISK
 AE5308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5308+WITH SETTING: INFORMATION.
 AE5308_STAMPING: HARRY 1 1967
 AE5308_MARK LOGO: USGS
 AE5308_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5308+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 AE5308
 AE5308  HISTORY     - Date     Condition        Report By
 AE5308  HISTORY     - 1967     MONUMENTED       USGS
 AE5308  HISTORY     - 19961023 GOOD             NGS
 AE5308
 AE5308                          STATION DESCRIPTION
 AE5308
 AE5308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5308'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE5308'IN MOUND CITY, 631.0 M (2070.2 FT) NORTH OF MILEPOST 221, 20.6 M (67.6
 AE5308'FT) NORTH OF THE STATION MARK, 14.4 M (47.2 FT) WEST OF THE HIGHWAY
 AE5308'CENTERLINE, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND 0.5 M
 AE5308'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN
 AE5308'A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0661 ***********************************************************************
 PT0661  DESIGNATION -  HART
 PT0661  PID         -  PT0661
 PT0661  STATE/COUNTY-  SD/HAAKON
 PT0661  COUNTRY     -  US
 PT0661  USGS QUAD   -  HARTLEY (2017)
 PT0661
 PT0661                         *CURRENT SURVEY CONTROL
 PT0661  ______________________________________________________________________
 PT0661* NAD 83(1996) POSITION- 44 24 22.42473(N) 101 50 46.96811(W)   ADJUSTED
 PT0661* NAVD 88 ORTHO HEIGHT -   765.905 (meters)     2512.81  (feet) ADJUSTED
 PT0661  ______________________________________________________________________
 PT0661  GEOID HEIGHT    -        -20.431 (meters)                     GEOID18
 PT0661  LAPLACE CORR    -         -6.80  (seconds)                    DEFLEC18
 PT0661  DYNAMIC HEIGHT  -        765.706 (meters)     2512.15  (feet) COMP
 PT0661  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 PT0661
 PT0661  HORZ ORDER      -  SECOND
 PT0661  VERT ORDER      -  FIRST     CLASS II
 PT0661
 PT0661.The horizontal coordinates were established by classical geodetic methods
 PT0661.and adjusted by the National Geodetic Survey in January 1998.
 PT0661
 PT0661.The orthometric height was determined by differential leveling and
 PT0661.adjusted by the NATIONAL GEODETIC SURVEY
 PT0661.in October 1997.
 PT0661
 PT0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0661.GEOID18 height accuracy estimate available here.
 PT0661
 PT0661.Click photographs - Photos may exist for this station.
 PT0661
 PT0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0661
 PT0661.The dynamic height is computed by dividing the NAVD 88
 PT0661.geopotential number by the normal gravity value computed on the
 PT0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0661.degrees latitude (g = 980.6199 gals.).
 PT0661
 PT0661.The modeled gravity was interpolated from observed gravity values.
 PT0661
 PT0661. The following values were computed from the NAD 83(1996) position.
 PT0661
 PT0661;                    North         East     Units Scale Factor Converg.
 PT0661;SPC SD S     -   231,389.585   479,481.840   MT  1.00000149   -1 02 37.6
 PT0661;SPC SD S     -   759,150.66  1,573,100.00   sFT  1.00000149   -1 02 37.6
 PT0661;UTM  14      - 4,920,934.416   273,354.753   MT  1.00023177   -1 59 33.3
 PT0661
 PT0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0661!SPC SD S     -   0.99988313  x   1.00000149  =   0.99988461
 PT0661!UTM  14      -   0.99988313  x   1.00023177  =   1.00011487
 PT0661
 PT0661:                Primary Azimuth Mark                     Grid Az
 PT0661:SPC SD S     -  W 126                                    135 37 26.0
 PT0661:UTM  14      -  W 126                                    136 34 21.7
 PT0661
 PT0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7335420934(NAD 83)
 PT0661
 PT0661|---------------------------------------------------------------------|
 PT0661| PID    Reference Object                     Distance      Geod. Az  |
 PT0661|                                                           dddmmss.s |
 PT0661| PT0664 W 126                                              1343448.4 |
 PT0661| PT0663 HART RM 1                             8.518 METERS 14339     |
 PT0661| PT0662 HART RM 2                             9.922 METERS 25249     |
 PT0661|---------------------------------------------------------------------|
 PT0661
 PT0661                          SUPERSEDED SURVEY CONTROL
 PT0661
 PT0661  NAD 83(1986)-  44 24 22.41716(N)    101 50 46.96980(W) AD(       ) 2
 PT0661  NAD 27      -  44 24 22.47440(N)    101 50 45.43700(W) AD(       ) 2
 PT0661  NAVD 88 (06/15/91)  765.863  (m)         2512.67   (f) SUPERSEDED  1 2
 PT0661  NGVD 29 (??/??/92)  765.402  (m)         2511.16   (f) ADJ UNCH    1 2
 PT0661  NGVD 29             765.40   (m)         2511.1    (f) LEVELING    3  
 PT0661
 PT0661.Superseded values are not recommended for survey control.
 PT0661
 PT0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0661.See file dsdata.pdf to determine how the superseded data were derived.
 PT0661
 PT0661_MARKER: DS = TRIANGULATION STATION DISK
 PT0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0661_STAMPING: HART 1950
 PT0661_MARK LOGO: CGS
 PT0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0661+STABILITY: SURFACE MOTION
 PT0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0661+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0661
 PT0661  HISTORY     - Date     Condition        Report By
 PT0661  HISTORY     - 1950     MONUMENTED       CGS
 PT0661  HISTORY     - 1961     GOOD             CGS
 PT0661  HISTORY     - 1962     GOOD             CGS
 PT0661  HISTORY     - 1981     GOOD             NGS
 PT0661  HISTORY     - 19950605 GOOD             NGS
 PT0661  HISTORY     - 20120612 GOOD             INDIV
 PT0661
 PT0661                          STATION DESCRIPTION
 PT0661
 PT0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT0661'THE STATION IS LOCATED ABOUT 2-1/4 MILES WEST OF HARTLEY, 57
 PT0661'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 73, 20 FEET WEST OF
 PT0661'A WIRE FENCE, 14 FEET SOUTHEAST OF A WITNESS POST, AND 5 FEET
 PT0661'WEST OF AN EMBANKMENT.
 PT0661'
 PT0661'TO REACH THE STATION FROM THE HARTLEY POST OFFICE, GO WESTERLY
 PT0661'ON STATE HIGHWAY NO. 73 FOR 1.7 MILES TO BENCH MARK W 126 ON
 PT0661'THE LEFT AS DESCRIBED.  CONTINUE NORTH-WESTERLY ON THE HIGHWAY
 PT0661'FOR 0.45 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PT0661'
 PT0661'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT0661'HART 1950.
 PT0661'
 PT0661'REFERENCE MARK NO. 1 IS 54 FEET WEST OF THE CENTER OF STATE
 PT0661'HIGHWAY NO. 73, AND 3 FEET WEST OF THE ROAD EMBANKMENT.  IT
 PT0661'PROJECTS 2 INCHES, AND THE DISK IS STAMPED HART NO 1 1950.
 PT0661'
 PT0661'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE ROAD EMBANKMENT.
 PT0661'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED HART NO 2 1950.
 PT0661'
 PT0661'BENCH MARK W 126 IS 100 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 PT0661'INTERSECTION OF CENTERS OF A SECTION LINE ROAD (NORTH) AND
 PT0661'STATE HIGHWAY NO. 73, 88 FEET NORTHEAST OF A T INTERSECTION
 PT0661'OF WIRE FENCES, AND 2-1/2 FEET WEST OF A WITNESS POST.  IT
 PT0661'PROJECTS 4 INCHES, AND THE DISK IS STAMPED W 126 1934.
 PT0661'
 PT0661'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 PT0661'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK W 126
 PT0661'IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE
 PT0661'CONCRETE POST.
 PT0661
 PT0661                          STATION RECOVERY (1961)
 PT0661
 PT0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0661'THE STATION WAS RECOVERED AS DESCRIBED IN 1950.  STATION
 PT0661'MARK, BM W 126 (AZIMUTH MARK) AND REFERENCE MARKS 1 AND 2 WERE
 PT0661'FOUND TO BE IN GOOD CONDITION.
 PT0661'
 PT0661'THE 1950 ROUTE TO THE STATION IS NO LONGER ADEQUATE AND THE
 PT0661'HARTLEY POST OFFICE IS NO LONGER IN EXISTENCE.
 PT0661'
 PT0661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND
 PT0661'73, WHICH IS 24.4 MILES NORTH OF PHILIP, DRIVE WEST ON THE STATE
 PT0661'HIGHWAYS FOR 7.2 MILES TO A Y-FORK.  KEEP THE LEFT FORK, OLD
 PT0661'STATE HIGHWAY 73, AND CONTINUE WEST FOR 0.55 MILE TO BM W 126
 PT0661'ON THE LEFT.  CONTINUE NORTHWESTERLY WITH THE OLD HIGHWAY FOR
 PT0661'0.45 MILE TO THE SUMMIT OF A LOW RIDGE AND THE STATION ON THE
 PT0661'LEFT.
 PT0661'
 PT0661'A METAL WITNESS POST WITH SIGN WAS SET IN THE WEST RIGHT-OF-WAY
 PT0661'FENCE.  IT IS 18 FEET EAST OF THE STATION MARK.
 PT0661'
 PT0661'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 PT0661'
 PT0661'THE PICTURE POINT SELECTED IS THE CENTER OF THE INTERSECTION OF
 PT0661'THE GRAVELED ROAD WITH FARM ENTRANCE ROADS LEADING EAST AND
 PT0661'WEST OFF THE GRAVELED ROAD.
 PT0661
 PT0661                          STATION RECOVERY (1962)
 PT0661
 PT0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0661'12.5 MI SW FROM MILESVILLE.
 PT0661'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0661'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0661'HIGHWAY 34 AND 73, THENCE 1.15 MILES WEST ALONG A GRAVEL ROAD
 PT0661'WHICH WAS FORMERLY HIGHWAY 34 AND 73, ON THE CREST OF A HILL, 53
 PT0661'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 18 1/2 FEET SOUTHWEST
 PT0661'OF A FENCE, 18.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3
 PT0661'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PT0661'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 PT0661
 PT0661                          STATION RECOVERY (1981)
 PT0661
 PT0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0661'RECOVERED IN GOOD CONDITION.
 PT0661
 PT0661                          STATION RECOVERY (1995)
 PT0661
 PT0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0661'34.0 KM (21.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0661'OF STATE HIGHWAY 73 IN HOWES, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG A
 PT0661'GRAVELED ROAD, 17.0 M (55.8 FT) SOUTHWEST OF THE ROAD CENTER, 10.1 M
 PT0661'(33.1 FT) NORTHEAST OF REFERENCE MARK 2, 8.5 M (27.9 FT) NORTHWEST OF
 PT0661'REFERENCE MARK 1, 5.6 M (18.4 FT) SOUTHWEST OF A WITNESS POST AND
 PT0661'FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 PT0661'FLUSH WITH THE GROUND SURFACE.
 PT0661
 PT0661                          STATION RECOVERY (2012)
 PT0661
 PT0661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0609 ***********************************************************************
 PS0609  DESIGNATION -  HART
 PS0609  PID         -  PS0609
 PS0609  STATE/COUNTY-  SD/BEADLE
 PS0609  COUNTRY     -  US
 PS0609  USGS QUAD   -  BROADLAND (2017)
 PS0609
 PS0609                         *CURRENT SURVEY CONTROL
 PS0609  ______________________________________________________________________
 PS0609* NAD 83(1996) POSITION- 44 26 35.20238(N) 098 21 24.87342(W)   ADJUSTED
 PS0609* NAD 83(1996) ELLIP HT-   380.642 (meters)        (01/23/98)   ADJUSTED
 PS0609* NAVD 88 ORTHO HEIGHT -   405.5   (meters)     1330.    (feet) VERTCON3
 PS0609  ______________________________________________________________________
 PS0609  GEOID HEIGHT    -        -24.862 (meters)                     GEOID18
 PS0609  NAD 83(1996) X  -   -662,950.469 (meters)                     COMP
 PS0609  NAD 83(1996) Y  - -4,512,975.152 (meters)                     COMP
 PS0609  NAD 83(1996) Z  -  4,443,643.702 (meters)                     COMP
 PS0609  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 PS0609  HORZ ORDER      -  FIRST
 PS0609  ELLP ORDER      -  FOURTH    CLASS I
 PS0609
 PS0609.The horizontal coordinates were established by classical geodetic methods
 PS0609.and adjusted by the National Geodetic Survey in January 1998.
 PS0609
 PS0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0609
 PS0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0609.GEOID18 height accuracy estimate available here.
 PS0609
 PS0609.Click photographs - Photos may exist for this station.
 PS0609
 PS0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0609
 PS0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0609
 PS0609.The ellipsoidal height was determined by GPS observations
 PS0609.and is referenced to NAD 83.
 PS0609
 PS0609. The following values were computed from the NAD 83(1996) position.
 PS0609
 PS0609;                    North         East     Units Scale Factor Converg.
 PS0609;SPC SD N     -    69,087.534   730,791.655   MT  0.99999504   +1 09 46.4
 PS0609;SPC SD N     -   226,664.68  2,397,605.62   sFT  0.99999504   +1 09 46.4
 PS0609;UTM  14      - 4,921,291.300   551,173.974   MT  0.99963220   +0 27 01.1
 PS0609
 PS0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0609!SPC SD N     -   0.99994032  x   0.99999504  =   0.99993536
 PS0609!UTM  14      -   0.99994032  x   0.99963220  =   0.99957254
 PS0609
 PS0609:                Primary Azimuth Mark                     Grid Az
 PS0609:SPC SD N     -  WOLSEY MUNICIPAL TANK                    248 00 27.7
 PS0609:UTM  14      -  WOLSEY MUNICIPAL TANK                    248 43 13.0
 PS0609
 PS0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5117321291(NAD 83)
 PS0609
 PS0609|---------------------------------------------------------------------|
 PS0609| PID    Reference Object                     Distance      Geod. Az  |
 PS0609|                                                           dddmmss.s |
 PS0609| CQ5498 HART RM 1                            44.240 METERS 03611     |
 PS0609| CQ5499 HART RM 2                            38.073 METERS 10131     |
 PS0609| PS0605 CAVOUR MUNICIPAL TANK               APPROX.26.6 KM 1073437.8 |
 PS0609| PS0607 HURON E MUNICIPAL TANK              APPROX.14.8 KM 1284359.2 |
 PS0609| PS0606 HURON W MUNICIPAL TANK              APPROX.14.0 KM 1312030.3 |
 PS0609| PS0611 VIRGIL MUNICIPAL TANK               APPROX.17.8 KM 1970510.3 |
 PS0609| CQ5497 HART AZ MK                                         2042702.4 |
 PS0609| PS0612 WOLSEY MUNICIPAL TANK               APPROX.10.2 KM 2491014.1 |
 PS0609| PS0613 WOLSEY GERMAN LUTH CH CROSS         APPROX.10.0 KM 2511841.2 |
 PS0609| PS0615 WESSINGTON MUNICIPAL TANK           APPROX.27.0 KM 2715858.8 |
 PS0609| PS0598 BONILLA PRESB CHURCH SPIRE          APPROX.19.1 KM 3234541.2 |
 PS0609| PS0641 TULARE MUNICIPAL TANK               APPROX.34.8 KM 3400959.5 |
 PS0609| PS0599 HITCHCOCK MUNICIPAL TANK            APPROX.21.1 KM 3474244.5 |
 PS0609|---------------------------------------------------------------------|
 PS0609
 PS0609                          SUPERSEDED SURVEY CONTROL
 PS0609
 PS0609  NAD 83(1986)-  44 26 35.19306(N)    098 21 24.88072(W) AD(       ) 1
 PS0609  NAD 27      -  44 26 35.25000(N)    098 21 23.54700(W) AD(       ) 1
 PS0609  NGVD 29 (07/20/93)  405.2    (m)  UNKNOWN  model used  GPS OBS        
 PS0609
 PS0609.Superseded values are not recommended for survey control.
 PS0609
 PS0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0609.See file dsdata.pdf to determine how the superseded data were derived.
 PS0609
 PS0609_MARKER: DS = TRIANGULATION STATION DISK
 PS0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0609_STAMPING: HART 1934
 PS0609_MARK LOGO: CGS
 PS0609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0609+STABILITY: SURFACE MOTION
 PS0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0609+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1992
 PS0609
 PS0609  HISTORY     - Date     Condition        Report By
 PS0609  HISTORY     - 1934     MONUMENTED       CGS
 PS0609  HISTORY     - 1934     GOOD             CGS
 PS0609  HISTORY     - 1957     GOOD             CGS
 PS0609  HISTORY     - 1965     GOOD             USGS
 PS0609  HISTORY     - 1973     GOOD             USACE
 PS0609  HISTORY     - 1977     GOOD             NGS
 PS0609  HISTORY     - 19820916 GOOD             NGS
 PS0609  HISTORY     - 19921027 GOOD             NGS
 PS0609
 PS0609                          STATION DESCRIPTION
 PS0609
 PS0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0609'STATION IS LOCATED IN THE SE CORNER OF SEC. 2, T 111 N, R 63 W,
 PS0609'HARTLAND TOWNSHIP.
 PS0609'
 PS0609'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0609'BRONZE DISKS SET IN CONCRETE.
 PS0609'
 PS0609'REFERENCE MARK NO. 1 IS IN W BOUNDARY FENCE OF SEC. 1, AND 25
 PS0609'FEET E OF CENTER LINE OF ROAD.
 PS0609'
 PS0609'REFERENCE MARK NO. 2 IS IN S BOUNDARY FENCE OF SEC. 1, AND 27
 PS0609'FEET N OF E-W ROAD, 64 FEET E OF N-S ROAD.
 PS0609'
 PS0609'AZIMUTH MARK IS ABOUT 1 MILE S BY W OF STATION.  TO REACH FROM
 PS0609'STATION, GO 1 MILE S, THENCE W 0.4 MILE TO SCHOOL ON LEFT.  MARK
 PS0609'IS IN THE NE CORNER OF YARD, 90 FEET NE OF NE CORNER OF SCHOOL
 PS0609'AND 7 FEET W OF FENCE CORNER, 33 FEET S OF CENTER LINE OF ROAD.
 PS0609'
 PS0609'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 281 AND 14,
 PS0609'ABOUT 10 MILES E OF WESSINGTON, GO E ON THESE HIGHWAYS 1 MILE AND
 PS0609'CONTINUE STRAIGHT AHEAD WHERE U.S. HIGHWAYS 281 AND 14 TURN S
 PS0609'FOR 6 MILES, THENCE TURN S ON GRAVEL ROAD AND GO 1 MILE TO
 PS0609'STATION ON W SIDE OF ROAD.
 PS0609'
 PS0609'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PS0609
 PS0609                          STATION RECOVERY (1934)
 PS0609
 PS0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PS0609'RECOVERED IN GOOD CONDITION.
 PS0609
 PS0609                          STATION RECOVERY (1957)
 PS0609
 PS0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 PS0609'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 PS0609'IS ADEQUATE.
 PS0609
 PS0609                          STATION RECOVERY (1965)
 PS0609
 PS0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0609'STATION RECOVERED IN GOOD CONDITION.  WITNESS POST ERECTED 36
 PS0609'1/2 FEET E OF STATION MARK.
 PS0609
 PS0609                          STATION RECOVERY (1973)
 PS0609
 PS0609'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1973 (CDW)
 PS0609'HART 1934-GOOD.  REFERENCE MARK 1-GOOD.  REFERENCE MARK 2-GOOD.
 PS0609'AZ. MK.-DESTROYED
 PS0609
 PS0609                          STATION RECOVERY (1977)
 PS0609
 PS0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PS0609'STATION AND RM 2 RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD
 PS0609'440982, STATION 1002.  RM 1 MONUMENT IS LOOSE AND THE AZIMUTH MARK
 PS0609'HAS BEEN DESTROYED.
 PS0609
 PS0609                          STATION RECOVERY (1982)
 PS0609
 PS0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PS0609'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PS0609'THE AZIMUTH MARK WAS RECOVERED LAYING ON TOP OF THE GROUND ABOUT 10 M
 PS0609'(32.8 FT) FROM THE ORIGINAL POSITION.  DIRECTIONS TO REFERENCE MARK 1
 PS0609'AND 2 CHECKED REASONABLY WELL BUT SHORTER DISTANCES OF 0.028 M (0.092
 PS0609'FT) AND 0.022 M, (0.072 FT) RESPECTIVELY, WERE RECOVERED.  AZIMUTH
 PS0609'MARK 2 WAS ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PS0609'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) NORTHWEST OF HURON, 10 KM
 PS0609'(6.20 MI) EAST NORTHEAST OF WOLSEY, IN THE SOUTHEAST CORNER OF S 2, T
 PS0609'111 N, R 63 W, ON PROPERTY RENTED BY MR.  CECIL HOUCK, WHO LIVES 0.8
 PS0609'KM (0.50 MI) NORTH OF THE STATION.  TO REACH THE STATION FROM THE
 PS0609'JUNCTION OF HIGHWAY 14 AND THE TRUCK BYPASS HIGHWAY 37, IN WEST HURON,
 PS0609'GO WEST ON HIGHWAY 14 FOR 9.7 KM (6.00 MI) TO A GRAVELED CROSSROAD.
 PS0609'TURN RIGHT AND FOLLOW GRAVELED ROAD NORTH FOR 8.0 KM (4.95 MI) TO THE
 PS0609'STATION ON THE LEFT. STATION IS A STANDARD CGS DISK STAMPED--HART
 PS0609'1934--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 PS0609'IN DIAMETER RECESSED 1 INCH (2 CM) BELOW THE GROUND.  LOCATED 60.0
 PS0609'FEET (18.3 M) W FROM THE CENTER OF A GRAVELED ROAD.  15.8 METERS (51.8
 PS0609'FT) N FROM THE CENTER OF A TRACK ROAD.  9.25 METERS (30.35 FT) W FROM
 PS0609'A METAL WITNESS POST IN FENCE LINE.  6.4 METERS (21.0 FT) N FROM A
 PS0609'FENCE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HART NO 1
 PS0609'1934--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES(30 CM)IN
 PS0609'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 7.7
 PS0609'METERS (25.3 FT) E FROM THE CENTER OF A GRAVELED ROAD.  0.31 METERS
 PS0609'(1.02 FT) S FROM A METAL WITNESS POST.  0.25 METERS (0.82 FT) W FROM A
 PS0609'FENCE AND 3.3 FEET, (1.0 M) 1.0 METERS (3.3 FT) LOWER THAN THE
 PS0609'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--HART NO
 PS0609'2 1934--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 PS0609'CM)IN DIAMETER PROJECTING 2 INCHES(5 CM)ABOVE THE GROUND.  LOCATED
 PS0609'19.0 METERS (62.3 FT) E FROM THE CENTER OF THE GRAVELED ROAD.  6.5
 PS0609'METERS (21.3 FT) N FROM THE CENTER OF A TRACK ROAD.  0.5 METERS (1.6
 PS0609'FT) S FROM A FENCE.  0.30 METERS (0.98 FT) W FROM A METAL WITNESS POST
 PS0609'AND 4 FEET (1.2 M) 1.2 METERS (3.9 FT) LOWER THAN THE STATION.
 PS0609'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--HART 1934 NO 2
 PS0609'1982--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES 25 CM IN
 PS0609'DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE GROUND. THE UNDERGROUND
 PS0609'MARK IS A STANDARD AZIMUTH DISK STAMPED--HART 1934 NO 2 1982--SET INTO
 PS0609'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1 METER (3.3 FT) BELOW
 PS0609'THE SURFACE.  LOCATED 9.3 METERS (30.5 FT) S FROM THE CENTER OF A
 PS0609'TRACK ROAD.  1.0 METERS (3.3 FT) N FROM A POWER POLE.  0.38 METERS
 PS0609'(1.25 FT) S FROM A METAL WITNESS POST.  0.37 METERS (1.21 FT) W FROM A
 PS0609'FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON TRACK
 PS0609'ROAD FOR 0.8 KM (0.50 MI) TO A GATE AND THE MARK ON THE RIGHT.
 PS0609
 PS0609                          STATION RECOVERY (1992)
 PS0609
 PS0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PS0609'STATION IS LOCATED NORTHWEST OF HURON, SOUTH OF BROADLAND AND EAST OF
 PS0609'WESSINGTON IN SOUTH DAKOTA.
 PS0609'TO REACH FROM THE JUNCTION OF TRUCK ROUTE 37 (LINCOLN AVE.) AND US
 PS0609'HIGHWAY 14 IN THE NORTHWEST CORNER OF HURON NEAR THE STATE
 PS0609'FAIRGROUNDS PROCEED WEST ON US HIGHWAY 14 GOING 1.5 MI (2.41 KM) PAST
 PS0609'RAILROAD TRACKS CROSSING HIGHWAY, THEN 3.85 MI (6.20 KM) TO
 PS0609'INTERSECTION OF PAVED ROADS AND SIGN INDICATING BROADLAND, TURN RIGHT
 PS0609'(NORTH) ONTO PAVED ROAD. GO 1.25 MI (2.01 KM) PAST RAILROAD TRACKS,
 PS0609'THEN 0.9 MI (1.45 KM) PAST AN ELECTRICAL SUBSTATION ON LEFT AND THEN
 PS0609'2.1 MI (3.38 KM) TO INTERSECTION WITH GRAVEL ROAD. TURN LEFT (WEST)
 PS0609'ONTO GRAVEL ROAD AND PROCEED 1.0 MI (1.61 KM) TO INTERSECTION OF
 PS0609'GRAVEL ROADS, THERE TURN RIGHT (NORTH) AND PROCEED 0.7 MI (1.13 KM)
 PS0609'PAST A POND ON RIGHT THENCE 0.3 MI (0.48 KM) TO INTERSECTION OF GRAVEL
 PS0609'ROAD AND FARM ROAD LEADING WEST.  STATION IS IN THE NORTHWEST
 PS0609'QUADRANT OF THIS INTERCHANGE ON WEST SIDE OF ROAD NORTHWEST OF CORNER
 PS0609'OF FENCELINES.
 PS0609'IT IS 11.0 M (36.09 FT) NORTHWEST OF CORNER OF FENCELINES RUNNING
 PS0609'NORTH-SOUTH AND EAST-WEST, 9.25 M (30.35 FT) WEST OF WITNESS SIGN
 PS0609'JUST NORTH OF CORNER POST ABOVE AND 6.5 M (21.33 FT) NORTH OF
 PS0609'EAST-WEST FENCELINE. SET ABOUT FLUSH WITH SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0773 ***********************************************************************
 OT0773  DESIGNATION -  HART
 OT0773  PID         -  OT0773
 OT0773  STATE/COUNTY-  SD/PENNINGTON
 OT0773  COUNTRY     -  US
 OT0773  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0773
 OT0773                         *CURRENT SURVEY CONTROL
 OT0773  ______________________________________________________________________
 OT0773* NAD 83(1996) POSITION- 43 44 41.76104(N) 102 35 48.52751(W)   ADJUSTED
 OT0773* NAVD 88 ORTHO HEIGHT -   931.    (meters)     3054.    (feet) SCALED
 OT0773  ______________________________________________________________________
 OT0773  GEOID HEIGHT    -        -18.038 (meters)                     GEOID18
 OT0773  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 OT0773  HORZ ORDER      -  SECOND
 OT0773
 OT0773.The horizontal coordinates were established by classical geodetic methods
 OT0773.and adjusted by the National Geodetic Survey in January 1998.
 OT0773
 OT0773.The orthometric height was scaled from a topographic map.
 OT0773
 OT0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0773.GEOID18 height accuracy estimate available here.
 OT0773
 OT0773.Click photographs - Photos may exist for this station.
 OT0773
 OT0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0773
 OT0773. The following values were computed from the NAD 83(1996) position.
 OT0773
 OT0773;                    North         East     Units Scale Factor Converg.
 OT0773;SPC SD S     -   159,300.884   417,718.061   MT  0.99990930   -1 33 41.3
 OT0773;SPC SD S     -   522,639.65  1,370,463.34   sFT  0.99990930   -1 33 41.3
 OT0773;UTM  13      - 4,846,350.578   693,499.440   MT  1.00006055   +1 39 43.9
 OT0773
 OT0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0773!SPC SD S     -   0.99985679  x   0.99990930  =   0.99976610
 OT0773!UTM  13      -   0.99985679  x   1.00006055  =   0.99991733
 OT0773
 OT0773:                Primary Azimuth Mark                     Grid Az
 OT0773:SPC SD S     -  HART AZ MK                               318 19 11.8
 OT0773:UTM  13      -  HART AZ MK                               315 05 46.6
 OT0773
 OT0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9349946350(NAD 83)
 OT0773
 OT0773|---------------------------------------------------------------------|
 OT0773| PID    Reference Object                     Distance      Geod. Az  |
 OT0773|                                                           dddmmss.s |
 OT0773| CQ3902 HART RM 1                            11.372 METERS 12348     |
 OT0773| CQ3903 HART RM 2                             9.903 METERS 20455     |
 OT0773| CQ3901 HART AZ MK                                         3164530.5 |
 OT0773|---------------------------------------------------------------------|
 OT0773
 OT0773                          SUPERSEDED SURVEY CONTROL
 OT0773
 OT0773  NAD 83(1995)-  43 44 41.75701(N)    102 35 48.52582(W) AD(       ) 2
 OT0773  NAD 83(1993)-  43 44 41.75050(N)    102 35 48.52913(W) AD(       ) 2
 OT0773  NAD 83(1986)-  43 44 41.74971(N)    102 35 48.53547(W) AD(       ) 2
 OT0773  NAD 27      -  43 44 41.77560(N)    102 35 46.88890(W) AD(       ) 2
 OT0773
 OT0773.Superseded values are not recommended for survey control.
 OT0773
 OT0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0773.See file dsdata.pdf to determine how the superseded data were derived.
 OT0773
 OT0773_MARKER: DS = TRIANGULATION STATION DISK
 OT0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0773_STAMPING: HART 1936
 OT0773_MARK LOGO: CGS
 OT0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0773+STABILITY: SURFACE MOTION
 OT0773
 OT0773  HISTORY     - Date     Condition        Report By
 OT0773  HISTORY     - 1936     MONUMENTED       CGS
 OT0773
 OT0773                          STATION DESCRIPTION
 OT0773
 OT0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0773'THE STATION IS LOCATED ON A SLIGHT RISE ON HART TABLE, 130 FEET
 OT0773'NORTHWEST OF A GAP IN A NORTH-AND-SOUTH MESA, 3 MILES SOUTHWEST
 OT0773'OF SCENIC, IN ABOUT THE SOUTHWEST QUARTER SEC. 31, T. 44 N.,
 OT0773'R. 44 W.  ELEVATION 3280 FEET.
 OT0773'
 OT0773'TO REACH FROM SCENIC, TAKE THE DIRT ROAD WEST WHICH STARTS
 OT0773'SOUTH OF THE RAILROAD TRACKS AT THE STOCK PEN.  FOLLOW THIS
 OT0773'ROAD FOR 2.7 MILES TO THE TABLE LAND.  TURN LEFT (SOUTH) ON
 OT0773'A DIM ROAD WHICH FOLLOW ALONG THE EAST SIDE OF A FENCE AND
 OT0773'GO 1.1 MILES TO A GATE WITH A DESERTED FARMHOUSE ON THE LEFT.
 OT0773'CONTINUE ON THE DIM ROAD WHICH GOES IN A SOUTHERLY DIRECTION
 OT0773'FOR 1.0 MILE, THEN DRIVE IN AN EASTERLY AND SOUTHEASTERLY
 OT0773'DIRECTION FOR 0.6 MILE ALONG THE WEST RIM OF THE MESA TO THE
 OT0773'RISE AND THE STATION.  THE STATION IS ABOUT 70 PACES NORTH
 OT0773'OF THE SOUTH RIM OF THE MESA, AND IS A 1-FOOT CONCRETE POST,
 OT0773'PROJECTING 3 INCHES.
 OT0773'
 OT0773'REFERENCE MARK NO. 1 IS 37.31 FEET SOUTHEAST OF THE STATION.
 OT0773'IT IS A 1-FOOT CONCRETE POST, PROJECTING 3 INCHES.
 OT0773'
 OT0773'REFERENCE MARK NO. 2 IS 32.49 FEET SOUTHWEST OF THE STATION.
 OT0773'IT IS A 1-FOOT CONCRETE POST, PROJECTING 4 INCHES.
 OT0773'
 OT0773'THE AZIMUTH MARK IS LOCATED ALONG A NORTH-SOUTH FENCE LINE,
 OT0773'1 FOOT WEST OF THE FENCE, 0.35 MILE WEST-NORTHWEST OF THE
 OT0773'STATION.  IT IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING
 OT0773'4 INCHES.  TO REACH FROM THE STATION, GO WEST-NORTHWEST
 OT0773'0.35 MILE TO A NORTH-SOUTH FENCE, AND AZIMUTH MARK.
 OT0773'
 OT0773'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 OT0773'IS 45.52 FEET.
 OT0773'
 OT0773'ALL STATIONS ARE VISIBLE FROM THE GROUND.
 OT0773'
 OT0773'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0773'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2227 ***********************************************************************
 PU2227  DESIGNATION -  HART
 PU2227  PID         -  PU2227
 PU2227  STATE/COUNTY-  SD/MEADE
 PU2227  COUNTRY     -  US
 PU2227  USGS QUAD   -  HEREFORD (2017)
 PU2227
 PU2227                         *CURRENT SURVEY CONTROL
 PU2227  ______________________________________________________________________
 PU2227* NAD 83(1996) POSITION- 44 26 47.69408(N) 102 56 15.91111(W)   ADJUSTED
 PU2227* NAVD 88 ORTHO HEIGHT -   878.    (meters)     2881.    (feet) SCALED
 PU2227  ______________________________________________________________________
 PU2227  GEOID HEIGHT    -        -17.495 (meters)                     GEOID18
 PU2227  LAPLACE CORR    -         -7.74  (seconds)                    DEFLEC18
 PU2227  HORZ ORDER      -  SECOND
 PU2227
 PU2227.The horizontal coordinates were established by classical geodetic methods
 PU2227.and adjusted by the National Geodetic Survey in January 1998.
 PU2227
 PU2227.The orthometric height was scaled from a topographic map.
 PU2227
 PU2227.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2227.GEOID18 height accuracy estimate available here.
 PU2227
 PU2227.Click photographs - Photos may exist for this station.
 PU2227
 PU2227.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2227
 PU2227. The following values were computed from the NAD 83(1996) position.
 PU2227
 PU2227;                    North         East     Units Scale Factor Converg.
 PU2227;SPC SD N     -    72,388.323   366,201.189   MT  0.99999440   -2 04 45.0
 PU2227;SPC SD N     -   237,494.02  1,201,445.07   sFT  0.99999440   -2 04 45.0
 PU2227;UTM  13      - 4,923,543.992   664,094.349   MT  0.99993115   +1 26 39.8
 PU2227
 PU2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2227!SPC SD N     -   0.99986502  x   0.99999440  =   0.99985942
 PU2227!UTM  13      -   0.99986502  x   0.99993115  =   0.99979618
 PU2227
 PU2227:                Primary Azimuth Mark                     Grid Az
 PU2227:SPC SD N     -  RIM                                      344 52 18.9
 PU2227:UTM  13      -  RIM                                      341 20 54.1
 PU2227
 PU2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6409423543(NAD 83)
 PU2227
 PU2227|---------------------------------------------------------------------|
 PU2227| PID    Reference Object                     Distance      Geod. Az  |
 PU2227|                                                           dddmmss.s |
 PU2227| CQ3904 HART RM 1                            11.706 METERS 15112     |
 PU2227| CQ3905 HART RM 2                            13.197 METERS 26342     |
 PU2227| PU2247 RIM                                 APPROX.10.1 KM 3424733.9 |
 PU2227|---------------------------------------------------------------------|
 PU2227
 PU2227                          SUPERSEDED SURVEY CONTROL
 PU2227
 PU2227  NAD 83(1993)-  44 26 47.68646(N)    102 56 15.91198(W) AD(       ) 2
 PU2227  NAD 83(1986)-  44 26 47.68583(N)    102 56 15.91171(W) AD(       ) 2
 PU2227  NAD 27      -  44 26 47.72350(N)    102 56 14.27430(W) AD(       ) 2
 PU2227
 PU2227.Superseded values are not recommended for survey control.
 PU2227
 PU2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2227.See file dsdata.pdf to determine how the superseded data were derived.
 PU2227
 PU2227_MARKER: DS = TRIANGULATION STATION DISK
 PU2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2227_STAMPING: HART 1962
 PU2227_MARK LOGO: CGS
 PU2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2227+STABILITY: SURFACE MOTION
 PU2227
 PU2227  HISTORY     - Date     Condition        Report By
 PU2227  HISTORY     - 1962     MONUMENTED       CGS
 PU2227
 PU2227                          STATION DESCRIPTION
 PU2227
 PU2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2227'THE STATION IS 16 MILES SOUTHWEST OF UNION CENTER, 4-1/2 MILES
 PU2227'NORTH-NORTHWEST OF HEREFORD, 4-1/2 MILES SOUTH OF STATE HIGHWAY 34,
 PU2227'3/4 MILE WEST OF A NORTH-SOUTH GRAVELED ROAD AND IN THE NORTHWEST
 PU2227'1/4 OF SECTION 32, T 6 N, R 10 E.  IT IS ON THE SUMMIT OF A
 PU2227'PROMINENT GRASS COVERED KNOLL PROJECTING ABOVE A LONG
 PU2227'NORTHWEST-SOUTHEAST RIDGE OR RIM WHICH LIES ALONG THE SOUTH SIDE
 PU2227'OF A SMALL VALLEY.  THE STATION KNOLL IS THE MOST SOUTHEASTERLY
 PU2227'ONE OF SEVERAL AND THE RIDGE AND OTHER KNOLLS RISE TO HIGHER
 PU2227'ELEVATIONS TO THE WEST AND NORTHWEST.
 PU2227'
 PU2227'TO REACH THE STATION FROM THE VILLAGE OF BEAR BUTTE, 11-1/2 MILES
 PU2227'EAST OF STURGIS, DRIVE EAST ON STATE HIGHWAY 34 FOR 9.8 MILES TO
 PU2227'THE BELLE FOURCHE RIVER.  CROSS THE RIVER AND CONTINUE EAST ON
 PU2227'THE HIGHWAY FOR 10.0 MILES TO A GRAVELED SIDE ROAD RIGHT AT SIGN
 PU2227'READING, HEREFORD 10.  TURN RIGHT, AS PER SIGN AND DRIVE SOUTH,
 PU2227'EAST AND SOUTH FOR 5.7 MILES TO THE SUMMIT OF A PROMINENT RIDGE
 PU2227'AND A TRACK ROAD AND WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS
 PU2227'THROUGH THE GATE AND DRIVE EAST ON THE TRACK ROAD FOR 0.3 MILE
 PU2227'TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE NORTHWESTERLY
 PU2227'ALONG THE NORTH SIDE OF A FENCE FOR 0.55 MILE T THE SOUTH
 PU2227'BASE OF A KNOLL.  TURN RIGHT AND DRIVE NORTH UP THE SLOPE FOR
 PU2227'0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 PU2227'
 PU2227'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU2227'STAMPED HART 1962.  THE SURFACE-STATION MARK IS SET IN THE TOP
 PU2227'OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2227'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2227'
 PU2227'REFERENCE MARK 1, A STANDARD DISK STAMPED HART NO 1 1962, IS
 PU2227'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2227'IN DIAMETER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 PU2227'IT IS SITUATED ON THE SOUTHEAST SLOPE OF THE KNOLL, ABOUT 18
 PU2227'INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 PU2227'
 PU2227'REFERENCE MARK 2, A STANDARD DISK STAMPED HART NO 2 1962, IS
 PU2227'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2227'DIAMETER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 PU2227'IS SITUATED ON THE SOUTHWEST SLOPE OF THE KNOLL, ABOUT 12 INCHES
 PU2227'LOWER IN ELEVATION THAN THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0663 ***********************************************************************
 PT0663  DESIGNATION -  HART RM 1
 PT0663  PID         -  PT0663
 PT0663  STATE/COUNTY-  SD/HAAKON
 PT0663  COUNTRY     -  US
 PT0663  USGS QUAD   -  HARTLEY (2017)
 PT0663
 PT0663                         *CURRENT SURVEY CONTROL
 PT0663  ______________________________________________________________________
 PT0663* NAD 83(1986) POSITION- 44 24 22.20   (N) 101 50 46.74   (W)   HD_HELD1
 PT0663* NAVD 88 ORTHO HEIGHT -   765.832 (meters)     2512.57  (feet) ADJUSTED
 PT0663  ______________________________________________________________________
 PT0663  GEOID HEIGHT    -        -20.431 (meters)                     GEOID18
 PT0663  DYNAMIC HEIGHT  -        765.633 (meters)     2511.91  (feet) COMP
 PT0663  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 PT0663
 PT0663  VERT ORDER      -  FIRST     CLASS II
 PT0663
 PT0663.The horizontal coordinates were determined by differentially corrected
 PT0663.hand held GPS observations or other comparable positioning techniques
 PT0663.and have an estimated accuracy of +/- 3 meters.
 PT0663
 PT0663.The orthometric height was determined by differential leveling and
 PT0663.adjusted by the NATIONAL GEODETIC SURVEY
 PT0663.in October 1997.
 PT0663
 PT0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0663.GEOID18 height accuracy estimate available here.
 PT0663
 PT0663.Click photographs - Photos may exist for this station.
 PT0663
 PT0663.The dynamic height is computed by dividing the NAVD 88
 PT0663.geopotential number by the normal gravity value computed on the
 PT0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0663.degrees latitude (g = 980.6199 gals.).
 PT0663
 PT0663.The modeled gravity was interpolated from observed gravity values.
 PT0663
 PT0663;                    North         East    Units  Estimated Accuracy
 PT0663;SPC SD S     -   231,382.6     479,486.8     MT  (+/- 3 meters HH1 GPS) 
 PT0663
 PT0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7335920927(NAD 83)
 PT0663
 PT0663                          SUPERSEDED SURVEY CONTROL
 PT0663
 PT0663  NAVD 88 (06/15/91)  765.789  (m)         2512.43   (f) SUPERSEDED  1 2
 PT0663  NGVD 29 (??/??/92)  765.328  (m)         2510.91   (f) ADJ UNCH    1 2
 PT0663
 PT0663.Superseded values are not recommended for survey control.
 PT0663
 PT0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0663.See file dsdata.pdf to determine how the superseded data were derived.
 PT0663
 PT0663_MARKER: DR = REFERENCE MARK DISK
 PT0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0663_STAMPING: HART NO 1 1950
 PT0663_MARK LOGO: CGS
 PT0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0663+STABILITY: SURFACE MOTION
 PT0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0663+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0663
 PT0663  HISTORY     - Date     Condition        Report By
 PT0663  HISTORY     - 1950     MONUMENTED       CGS
 PT0663  HISTORY     - 1962     GOOD             CGS
 PT0663  HISTORY     - 1981     GOOD             NGS
 PT0663  HISTORY     - 19950605 GOOD             NGS
 PT0663  HISTORY     - 20120612 GOOD             INDIV
 PT0663
 PT0663                          STATION DESCRIPTION
 PT0663
 PT0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0663'12.5 MI SW FROM MILESVILLE.
 PT0663'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0663'THE LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG
 PT0663'STATE HIGHWAY 34 AND 73, THENCE 1.15 MILES WEST ALONG A GRAVEL
 PT0663'ROAD WHICH WAS FORMERLY HIGHWAY 34 AND 73, 51 FEET SOUTHWEST
 PT0663'OF THE CENTERLINE OF THE ROAD, 28.0 FEET NORTHWEST OF HART 1950,
 PT0663'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PT0663'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 PT0663
 PT0663                          STATION RECOVERY (1981)
 PT0663
 PT0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0663'RECOVERED IN GOOD CONDITION.
 PT0663
 PT0663                          STATION RECOVERY (1995)
 PT0663
 PT0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0663'34.0 KM (21.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0663'OF STATE HIGHWAY 73 IN HOWES, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG A
 PT0663'GRAVELED ROAD, 16.8 M (55.1 FT) SOUTHWEST OF THE ROAD CENTER, 15.0 M
 PT0663'(49.2 FT) EAST OF REFERENCE MARK 2, 8.5 M (27.9 FT) SOUTHEAST OF
 PT0663'TRIANGULATION STATION HART, 5.6 M (18.4 FT) SOUTHWEST OF A FENCE, 1.0
 PT0663'M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 PT0663'THE GROUND SURFACE.
 PT0663
 PT0663                          STATION RECOVERY (2012)
 PT0663
 PT0663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0662 ***********************************************************************
 PT0662  DESIGNATION -  HART RM 2
 PT0662  PID         -  PT0662
 PT0662  STATE/COUNTY-  SD/HAAKON
 PT0662  COUNTRY     -  US
 PT0662  USGS QUAD   -  HARTLEY (2017)
 PT0662
 PT0662                         *CURRENT SURVEY CONTROL
 PT0662  ______________________________________________________________________
 PT0662* NAD 83(1986) POSITION- 44 24 22.33   (N) 101 50 47.40   (W)   HD_HELD1
 PT0662* NAVD 88 ORTHO HEIGHT -   765.748 (meters)     2512.29  (feet) ADJUSTED
 PT0662  ______________________________________________________________________
 PT0662  GEOID HEIGHT    -        -20.431 (meters)                     GEOID18
 PT0662  DYNAMIC HEIGHT  -        765.549 (meters)     2511.64  (feet) COMP
 PT0662  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 PT0662
 PT0662  VERT ORDER      -  FIRST     CLASS II
 PT0662
 PT0662.The horizontal coordinates were determined by differentially corrected
 PT0662.hand held GPS observations or other comparable positioning techniques
 PT0662.and have an estimated accuracy of +/- 3 meters.
 PT0662
 PT0662.The orthometric height was determined by differential leveling and
 PT0662.adjusted by the NATIONAL GEODETIC SURVEY
 PT0662.in October 1997.
 PT0662
 PT0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0662.GEOID18 height accuracy estimate available here.
 PT0662
 PT0662.Click photographs - Photos may exist for this station.
 PT0662
 PT0662.The dynamic height is computed by dividing the NAVD 88
 PT0662.geopotential number by the normal gravity value computed on the
 PT0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0662.degrees latitude (g = 980.6199 gals.).
 PT0662
 PT0662.The modeled gravity was interpolated from observed gravity values.
 PT0662
 PT0662;                    North         East    Units  Estimated Accuracy
 PT0662;SPC SD S     -   231,386.8     479,472.2     MT  (+/- 3 meters HH1 GPS) 
 PT0662
 PT0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7334520931(NAD 83)
 PT0662
 PT0662                          SUPERSEDED SURVEY CONTROL
 PT0662
 PT0662  NAVD 88 (06/15/91)  765.706  (m)         2512.15   (f) SUPERSEDED  1 2
 PT0662  NGVD 29 (??/??/92)  765.245  (m)         2510.64   (f) ADJ UNCH    1 2
 PT0662
 PT0662.Superseded values are not recommended for survey control.
 PT0662
 PT0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0662.See file dsdata.pdf to determine how the superseded data were derived.
 PT0662
 PT0662_MARKER: DR = REFERENCE MARK DISK
 PT0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0662_STAMPING: HART NO 2 1950
 PT0662_MARK LOGO: CGS
 PT0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0662+STABILITY: SURFACE MOTION
 PT0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0662+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0662
 PT0662  HISTORY     - Date     Condition        Report By
 PT0662  HISTORY     - 1950     MONUMENTED       CGS
 PT0662  HISTORY     - 1962     GOOD             CGS
 PT0662  HISTORY     - 1981     GOOD             NGS
 PT0662  HISTORY     - 19950605 GOOD             NGS
 PT0662  HISTORY     - 20120612 GOOD             INDIV
 PT0662
 PT0662                          STATION DESCRIPTION
 PT0662
 PT0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0662'12.5 MI SW FROM MILESVILLE.
 PT0662'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0662'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0662'HIGHWAY 34 AND 73, THENCE 1.15 MILES WEST ALONG A GRAVEL ROAD
 PT0662'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 85 FEET SOUTHWEST OF THE
 PT0662'CENTERLINE OF THE HIGHWAY, 50 FEET SOUTHWEST OF A FENCE, 32.5
 PT0662'FEET WEST-SOUTHWEST OF HART 1950, ABOUT 3 FEET ABOVE THE LEVEL OF
 PT0662'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0662'4 INCHES.
 PT0662
 PT0662                          STATION RECOVERY (1981)
 PT0662
 PT0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0662'RECOVERED IN GOOD CONDITION.
 PT0662
 PT0662                          STATION RECOVERY (1995)
 PT0662
 PT0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0662'34.0 KM (21.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0662'OF STATE HIGHWAY 73 IN HOWES, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG A
 PT0662'GRAVELED ROAD, 27.1 M (88.9 FT) SOUTHWEST OF THE ROAD CENTER, 15.7 M
 PT0662'(51.5 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 15.0 M (49.2 FT) WEST
 PT0662'OF REFERENCE MARK 1, 10.1 M (33.1 FT) SOUTHWEST OF TRIANGULATION
 PT0662'STATION HART, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 PT0662'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PT0662
 PT0662                          STATION RECOVERY (2012)
 PT0662
 PT0662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0839 ***********************************************************************
 OQ0839  DESIGNATION -  HARTFORD WATER TANK
 OQ0839  PID         -  OQ0839
 OQ0839  STATE/COUNTY-  SD/MINNEHAHA
 OQ0839  COUNTRY     -  US
 OQ0839  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ0839
 OQ0839                         *CURRENT SURVEY CONTROL
 OQ0839  ______________________________________________________________________
 OQ0839* NAD 83(1996) POSITION- 43 37 23.72529(N) 096 56 46.73334(W)   ADJUSTED
 OQ0839  ______________________________________________________________________
 OQ0839  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 OQ0839  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 OQ0839  HORZ ORDER      -  THIRD
 OQ0839
 OQ0839.The horizontal coordinates were established by classical geodetic methods
 OQ0839.and adjusted by the National Geodetic Survey in January 1998.
 OQ0839
 OQ0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0839.GEOID18 height accuracy estimate available here.
 OQ0839
 OQ0839.Click photographs - Photos may exist for this station.
 OQ0839
 OQ0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0839
 OQ0839. The following values were computed from the NAD 83(1996) position.
 OQ0839
 OQ0839;                    North         East     Units Scale Factor Converg.
 OQ0839;SPC SD S     -   148,871.958   873,271.713   MT  0.99990687   +2 20 11.5
 OQ0839;SPC SD S     -   488,424.08  2,865,058.95   sFT  0.99990687   +2 20 11.5
 OQ0839;UTM  14      - 4,832,079.366   665,692.433   MT  0.99993770   +1 25 01.9
 OQ0839
 OQ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6569232079(NAD 83)
 OQ0839
 OQ0839                          SUPERSEDED SURVEY CONTROL
 OQ0839
 OQ0839  NAD 83(1995)-  43 37 23.72935(N)    096 56 46.72087(W) AD(       ) 3
 OQ0839  NAD 83(1986)-  43 37 23.73051(N)    096 56 46.71210(W) AD(       ) 3
 OQ0839  NAD 27      -  43 37 23.80400(N)    096 56 45.52100(W) AD(       ) 3
 OQ0839
 OQ0839.Superseded values are not recommended for survey control.
 OQ0839
 OQ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0839.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0839
 OQ0839_MARKER: 53 = ELEVATED TANK
 OQ0839
 OQ0839  HISTORY     - Date     Condition        Report By
 OQ0839  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0839  HISTORY     - 1935     GOOD             CGS
 OQ0839  HISTORY     - 1935     GOOD             CGS
 OQ0839
 OQ0839                          STATION DESCRIPTION
 OQ0839
 OQ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0839'THIS IS THE SAME AS IN 1927.
 OQ0839
 OQ0839                          STATION RECOVERY (1935)
 OQ0839
 OQ0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0839'POINT OBSERVED UPON WAS THE FINIAL OF THE HARTFORD MUNICIPAL
 OQ0839'WATER TANK.  IT IS SILVER AND APPROXIMATELY 125 FEET HIGH.  THE
 OQ0839'LOCATION CAN NOT BE DESCRIBED AS STATION WAS NOT VISITED.
 OQ0839'
 OQ0839'OBSERVED UPON FROM TRIANGULATION STATIONS CROOKS (1927), NEWMAN,
 OQ0839'MUTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1177 ***********************************************************************
 PT1177  DESIGNATION -  HARTLEY
 PT1177  PID         -  PT1177
 PT1177  STATE/COUNTY-  SD/HAAKON
 PT1177  COUNTRY     -  US
 PT1177  USGS QUAD   -  HILLAND (2017)
 PT1177
 PT1177                         *CURRENT SURVEY CONTROL
 PT1177  ______________________________________________________________________
 PT1177* NAD 83(1996) POSITION- 44 21 29.05584(N) 101 48 56.65149(W)   ADJUSTED
 PT1177* NAVD 88 ORTHO HEIGHT -   728.    (meters)     2388.    (feet) SCALED
 PT1177  ______________________________________________________________________
 PT1177  GEOID HEIGHT    -        -20.511 (meters)                     GEOID18
 PT1177  LAPLACE CORR    -         -7.51  (seconds)                    DEFLEC18
 PT1177  HORZ ORDER      -  FIRST
 PT1177
 PT1177.The horizontal coordinates were established by classical geodetic methods
 PT1177.and adjusted by the National Geodetic Survey in January 1998.
 PT1177
 PT1177.The orthometric height was scaled from a topographic map.
 PT1177
 PT1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1177.GEOID18 height accuracy estimate available here.
 PT1177
 PT1177.Click photographs - Photos may exist for this station.
 PT1177
 PT1177.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1177
 PT1177. The following values were computed from the NAD 83(1996) position.
 PT1177
 PT1177;                    North         East     Units Scale Factor Converg.
 PT1177;SPC SD S     -   225,995.138   481,826.907   MT  0.99999026   -1 01 21.5
 PT1177;SPC SD S     -   741,452.38  1,580,793.78   sFT  0.99999026   -1 01 21.5
 PT1177;UTM  14      - 4,915,500.670   275,610.787   MT  1.00021926   -1 58 09.9
 PT1177
 PT1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1177!SPC SD S     -   0.99988901  x   0.99999026  =   0.99987927
 PT1177!UTM  14      -   0.99988901  x   1.00021926  =   1.00010824
 PT1177
 PT1177:                Primary Azimuth Mark                     Grid Az
 PT1177:SPC SD S     -  HARTLEY AZ MK                            093 30 57.6
 PT1177:UTM  14      -  HARTLEY AZ MK                            094 27 46.0
 PT1177
 PT1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7561015500(NAD 83)
 PT1177
 PT1177|---------------------------------------------------------------------|
 PT1177| PID    Reference Object                     Distance      Geod. Az  |
 PT1177|                                                           dddmmss.s |
 PT1177| CQ3907 HARTLEY RM 1                         27.753 METERS 09018     |
 PT1177| CQ3906 HARTLEY AZ MK                                      0922936.1 |
 PT1177| PT1179 HILLAND COMMUNITY CHURCH SPIRE      APPROX. 8.8 KM 2021155.7 |
 PT1177| CQ3908 HARTLEY RM 2                         29.525 METERS 26931     |
 PT1177|---------------------------------------------------------------------|
 PT1177
 PT1177                          SUPERSEDED SURVEY CONTROL
 PT1177
 PT1177  NAD 83(1986)-  44 21 29.04841(N)    101 48 56.65326(W) AD(       ) 1
 PT1177  NAD 27      -  44 21 29.10700(N)    101 48 55.12800(W) AD(       ) 1
 PT1177
 PT1177.Superseded values are not recommended for survey control.
 PT1177
 PT1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1177.See file dsdata.pdf to determine how the superseded data were derived.
 PT1177
 PT1177_MARKER: DS = TRIANGULATION STATION DISK
 PT1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1177_STAMPING: HARTLEY 1950
 PT1177_MARK LOGO: CGS
 PT1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1177+STABILITY: SURFACE MOTION
 PT1177
 PT1177  HISTORY     - Date     Condition        Report By
 PT1177  HISTORY     - 1950     MONUMENTED       CGS
 PT1177  HISTORY     - 1961     GOOD             CGS
 PT1177
 PT1177                          STATION DESCRIPTION
 PT1177
 PT1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1177'STATION IS LOCATED ON THE SUMMIT OF A LOW RIDGE, ABOUT 20 MILES
 PT1177'NORTH OF PHILIP, ABOUT 3 MILES SOUTH OF HARTLEY STORE AND POST
 PT1177'OFFICE, AND ON AN OLD ABANDONED ROAD RIGHT-OF-WAY.
 PT1177'
 PT1177'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT1177'73 IN PHILIP, GO NORTH ON HIGHWAY 73 FOR 17.4 MILES TO AN OFFSET
 PT1177'CROSSROAD.  TURN LEFT AND GO WEST FOR 5.75 MILES TO A SIDE ROAD
 PT1177'RIGHT.  TURN RIGHT AND GO NORTH FOR 5.75 MILES TO A WIRE GATE
 PT1177'ON LEFT.  TURN LEFT THROUGH GATE AND GO WEST ON TRACK ROAD FOR
 PT1177'0.5 MILE TO A WIRE GATE AND AZIMUTH MARK ON LEFT.  CONTINUE
 PT1177'WEST FOR 0.3 MILE TO STATION ON RIGHT.
 PT1177'
 PT1177'STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HARTLEY
 PT1177'1950.
 PT1177'
 PT1177'REFERENCE MARK NO. 1 IS 96 FEET EAST OF A WITNESS POST AND 1
 PT1177'FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND
 PT1177'THE DISK IS STAMPED HARTLEY NO 1 1950.
 PT1177'
 PT1177'REFERENCE MARK NO. 2 IS 91 FEET WEST OF A WITNESS POST AND 2 FEET
 PT1177'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK
 PT1177'IS STAMPED HARTLEY NO 2 1950.
 PT1177'
 PT1177'AZIMUTH MARK IS 49 FEET SOUTH OF CENTER OF TRACK ROAD, 6 FEET
 PT1177'SOUTH OF A WITNESS POST, AND 2 FEET WEST OF A WIRE FENCE.  THE
 PT1177'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED HARTLEY 1950.
 PT1177'
 PT1177'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PT1177'CYLINDERS.
 PT1177'
 PT1177'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1177
 PT1177                          STATION RECOVERY (1961)
 PT1177
 PT1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1177'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 PT1177'WERE RECOVERED, FOUND TO BE AS DESCRIBED IN 1950 AND IN GOOD
 PT1177'CONDITION.
 PT1177'
 PT1177'THE 1950 ROUTE TO THE STATION WAS USED AND FOUND TO BE ADEQUATE.
 PT1177'
 PT1177'A METAL WITNESS POST WITH SIGN WAS SET 4 FEET WEST OF THE
 PT1177'STATION MARK AND ANOTHER WAS SET 6 FEET NORTH OF THE AZIMUTH
 PT1177'MARK.
 PT1177'
 PT1177'OBSERVATIONS WERE MADE FROM A WOODEN TRIPOD 8 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0815 ***********************************************************************
 OT0815  DESIGNATION -  HAT
 OT0815  PID         -  OT0815
 OT0815  STATE/COUNTY-  SD/PENNINGTON
 OT0815  COUNTRY     -  US
 OT0815  USGS QUAD   -  DITCH CREEK (2017)
 OT0815
 OT0815                         *CURRENT SURVEY CONTROL
 OT0815  ______________________________________________________________________
 OT0815* NAD 83(1996) POSITION- 43 59 13.40161(N) 103 48 53.18121(W)   ADJUSTED
 OT0815* NAVD 88 ORTHO HEIGHT -  2067.    (meters)     6781.    (feet) SCALED
 OT0815  ______________________________________________________________________
 OT0815  GEOID HEIGHT    -        -12.652 (meters)                     GEOID18
 OT0815  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 OT0815  HORZ ORDER      -  THIRD
 OT0815
 OT0815.The horizontal coordinates were established by classical geodetic methods
 OT0815.and adjusted by the National Geodetic Survey in January 1998.
 OT0815
 OT0815.The orthometric height was scaled from a topographic map.
 OT0815
 OT0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0815.GEOID18 height accuracy estimate available here.
 OT0815
 OT0815.Click photographs - Photos may exist for this station.
 OT0815
 OT0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0815
 OT0815. The following values were computed from the NAD 83(1996) position.
 OT0815
 OT0815;                    North         East     Units Scale Factor Converg.
 OT0815;SPC SD S     -   189,569.104   320,808.327   MT  0.99992754   -2 24 06.0
 OT0815;SPC SD S     -   621,944.64  1,052,518.65   sFT  0.99992754   -2 24 06.0
 OT0815;UTM  13      - 4,871,117.963   595,045.464   MT  0.99971111   +0 49 23.5
 OT0815
 OT0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0815!SPC SD S     -   0.99967802  x   0.99992754  =   0.99960558
 OT0815!UTM  13      -   0.99967802  x   0.99971111  =   0.99938922
 OT0815
 OT0815:                Primary Azimuth Mark                     Grid Az
 OT0815:SPC SD S     -  HAT AZ MK                                023 36 53.0
 OT0815:UTM  13      -  HAT AZ MK                                020 23 23.5
 OT0815
 OT0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ9504571117(NAD 83)
 OT0815
 OT0815|---------------------------------------------------------------------|
 OT0815| PID    Reference Object                     Distance      Geod. Az  |
 OT0815|                                                           dddmmss.s |
 OT0815| CQ3910 HAT RM 1                              8.919 METERS 01446     |
 OT0815| CQ3909 HAT AZ MK                                          0211247.0 |
 OT0815| CQ3911 HAT RM 2                             12.101 METERS 29353     |
 OT0815|---------------------------------------------------------------------|
 OT0815
 OT0815                          SUPERSEDED SURVEY CONTROL
 OT0815
 OT0815  NAD 83(1995)-  43 59 13.39173(N)    103 48 53.18890(W) AD(       ) 3
 OT0815  NAD 83(1993)-  43 59 13.39261(N)    103 48 53.18558(W) AD(       ) 3
 OT0815  NAD 83(1986)-  43 59 13.39603(N)    103 48 53.17939(W) AD(       ) 3
 OT0815  NAD 27      -  43 59 13.46600(N)    103 48 51.45900(W) AD(       ) 3
 OT0815
 OT0815.Superseded values are not recommended for survey control.
 OT0815
 OT0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0815.See file dsdata.pdf to determine how the superseded data were derived.
 OT0815
 OT0815_MARKER: DS = TRIANGULATION STATION DISK
 OT0815_SETTING: 66 = SET IN ROCK OUTCROP
 OT0815_STAMPING: HAT 1950
 OT0815_MARK LOGO: CGS
 OT0815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0815+STABILITY: POSITION/ELEVATION WELL
 OT0815
 OT0815  HISTORY     - Date     Condition        Report By
 OT0815  HISTORY     - 1950     MONUMENTED       CGS
 OT0815  HISTORY     - 19820811 GOOD             NGS
 OT0815
 OT0815                          STATION DESCRIPTION
 OT0815
 OT0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0815'THE STATION IS LOCATED ABOUT 12-1/4 MILES WEST AND 3-3/4 MILES
 OT0815'NORTH OF HILL CITY, 2-1/4 MILES SOUTH AND 1-1/4 MILES EAST
 OT0815'OF DEERFIELD, IN THE HARNEY NATIONAL FOREST ABOUT 3/4 MILE
 OT0815'SOUTH OF THE BOUNDARY BETWEEN THE HARNEY AND THE BLACK HILLS
 OT0815'NATIONAL FORESTS, AND ON THE SUMMIT OF A HIGH BARE PEAK
 OT0815'LOCALLY KNOWN AS HAT MOUNTAIN.
 OT0815'
 OT0815'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK WESTERLY
 OT0815'DOWN HILL FOR ABOUT 0.25 MILE TO A FENCE CORNER, CONTINUE
 OT0815'WESTERLY FOR ABOUT 0.1 MILE TO A WIRE GATE, GO THROUGH GATE
 OT0815'AND FOLLOW A DIM TRACK ROAD WESTERLY FOR 0.65 MILE TO A
 OT0815'REVERSE Y AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 OT0815'(THIS IS 0.15 MILE SOUTH OF A DOUBLE-POLE TRANSMISSION LINE)
 OT0815'
 OT0815'THE STATION MARK IS 68 FEET NORTHEAST OF A 6-FOOT ROCK CAIRN.
 OT0815'THE MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 OT0815'OUTCROPPING BEDROCK.  IT IS FLUSH WITH THE ROCK, AND THE
 OT0815'DISK IS STAMPED HAT 1950
 OT0815'
 OT0815'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CEMENT IN A
 OT0815'DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE ROCK,
 OT0815'AND THE DISK IS STAMPED HAT NO 1 1950
 OT0815'
 OT0815'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CEMENT IN A
 OT0815'DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE ROCK, AND
 OT0815'THE DISK IS STAMPED HAT NO 2 1950
 OT0815'
 OT0815'THE AZIMUTH MARK IS 8 FEET SOUTHEAST OF THE CENTER OF THE
 OT0815'ROAD, AND 4 FEET NORTHEAST OF A WITNESS POST.  THE MARK IS
 OT0815'A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER,
 OT0815'PROJECTING 4 INCHES, AND THE DISK IS STAMPED HAT 1950
 OT0815
 OT0815                          STATION RECOVERY (1982)
 OT0815
 OT0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OT0815'THE STATION MARK AND THE STEM OF REFERENCE MARK 2 WERE RECOVERED.
 OT0815'REFERENCE MARK 1 AND THE AZIMUTH MARK HAD BEEN DESTROYED AND THE DISK
 OT0815'PRIED OFF THE STEM OF REFERENCE MARK 2.  AN IRON PIN WAS SET INTO THE
 OT0815'BEDROCK TO SUFFICE FOR A NEW REFERENCE MARK AND THE DISTANCE AND
 OT0815'DIRECTION TO THE STEM OF REFERENCE MARK 2 CHECKED THE 1962 DATA SO IT
 OT0815'WAS LEFT TO SUFFICE AS A REFERENCE MARK HOPEFULLY, THESE REFERENCE
 OT0815'MARKS WILL NOT BE AS DESIREABLE FOR SOUVENIR SEEKERS.  A NEW AZIMUTH
 OT0815'MARK 2 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE WAS NOT MEASURED TO
 OT0815'AZIMUTH MARK 2 DUE TO A FAULTY POWER CORD FOR THE EDMI.  NEW
 OT0815'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 4.5 KM (2.80
 OT0815'MI) SOUTHEAST OF DEEFIELD, 1.0 KM (0.60 MI) NORTH OF HEALY CREEK, ON A
 OT0815'BARE PEAK KNOWN AS HAT MOUNTAIN.  TO REACH THE STATION FROM THE
 OT0815'GENERAL STORE IN DEERFIELD, GO SOUTHEAST ON MAIN ROAD FOR 2.9 KM (1.80
 OT0815'MI) TO WILLIAMS DRAW ROAD.  TURN RIGHT AND FOLLOW BLADED ROAD
 OT0815'(WILLIAMS DRAW ROAD) SOUTH FOR 1.1 KM (0.70 MI) TO THE AZIMUTH MARK ON
 OT0815'THE LEFT.  CONTINUE SOUTH FOR 0.4 KM (0.25 MI) TO A 3-WAY FORK.  TAKE
 OT0815'CENTER ROAD AND GO SOUTHWEST FOR 0.3 KM (0.20 MI) TO A FORK.  KEEP
 OT0815'LEFT, SOUTH, FOR 0.2 KM (0.10 MI) TO A GATE.  PASS THROUGH GATE AND GO
 OT0815'SOUTH ON BLADED ROAD FOR 0.6 KM (0.35 MI) TO A DIM CROSSROAD.  TURN
 OT0815'LEFT AND FOLLOW TRACK ROAD EAST AND NORTHEAST UP MOUNTAIN FOR 0.8 KM
 OT0815'(0.50 MI) TO END OF TRUCK TRAVEL.  PACK NORTH TO TOP AND STATION.  THE
 OT0815'STATION IS A STANDARD CGS DISK STAMPED HAT 1950 SET INTO A ROCK
 OT0815'OUTCROP.  LOCATED 19.8 METERS (65.0 FT) NNE FROM THE NORTHEAST CORNER
 OT0815'OF A 3 M (9.8 FT) HOLE.  11 FEET (3.4 M) W FROM THE EAST EDGE OF THE
 OT0815'MOUNTAIN. REFERENCE MARK NO 2 IS THE TOP, CENTER OF THE STEM OF A
 OT0815'SURVEY DISK UNSTAMPED SET INTO A DRILL HOLE IN BEDROCK.  LOCATED 3.0
 OT0815'METERS (9.8 FT) E FROM THE WEST EDGE OF THE MOUNTAIN.  0.3 METERS (1.0
 OT0815'FT) S FROM A SMALL CAIRN.  REFERENCE MARK NO 3 IS A PUNCH MARK IN THE
 OT0815'TOP OF A 2 CM (1 INCH) STEEL ROD UNSTAMPED SET INTO A DRILL HOLE IN
 OT0815'BEDROCK.  LOCATED 10.7 METERS (35.1 FT) NE FROM THE NORTHEAST CORNER
 OT0815'OF A 3 M (9.8 FT) HOLE.  3.7 METERS (12.1 FT) W FROM THE EAST EDGE OF
 OT0815'THE MOUNTAIN.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED HAT
 OT0815'1950 NO 2 1982 SET INTO PARTIALLY EXPOSED BOULDER 1.5 FEET (0.5 M) 0.5
 OT0815'METERS (1.6 FT) LARGEST DIMENSION.  LOCATED 12.2 METERS (40.0 FT) ESE
 OT0815'FROM THE CENTER OF A BLADED ROAD.  1.4 METERS (4.6 FT) W FROM A PINE
 OT0815'TREE WITH A TRIANGLE BLAZE.  0.85 METER (2.79 FT) S FROM A METAL
 OT0815'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2202 ***********************************************************************
 PU2202  DESIGNATION -  HAYDRAW
 PU2202  PID         -  PU2202
 PU2202  STATE/COUNTY-  SD/MEADE
 PU2202  COUNTRY     -  US
 PU2202  USGS QUAD   -  HAYDRAW (2017)
 PU2202
 PU2202                         *CURRENT SURVEY CONTROL
 PU2202  ______________________________________________________________________
 PU2202* NAD 83(1996) POSITION- 44 28 53.54157(N) 102 43 01.04562(W)   ADJUSTED
 PU2202* NAVD 88 ORTHO HEIGHT -   881.    (meters)     2890.    (feet) SCALED
 PU2202  ______________________________________________________________________
 PU2202  GEOID HEIGHT    -        -18.107 (meters)                     GEOID18
 PU2202  LAPLACE CORR    -         -6.97  (seconds)                    DEFLEC18
 PU2202  HORZ ORDER      -  SECOND
 PU2202
 PU2202.The horizontal coordinates were established by classical geodetic methods
 PU2202.and adjusted by the National Geodetic Survey in January 1998.
 PU2202
 PU2202.The orthometric height was scaled from a topographic map.
 PU2202
 PU2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2202.GEOID18 height accuracy estimate available here.
 PU2202
 PU2202.Click photographs - Photos may exist for this station.
 PU2202
 PU2202.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2202
 PU2202. The following values were computed from the NAD 83(1996) position.
 PU2202
 PU2202;                    North         East     Units Scale Factor Converg.
 PU2202;SPC SD N     -    75,656.941   383,896.542   MT  0.99998820   -1 55 22.4
 PU2202;SPC SD N     -   248,217.81  1,259,500.57   sFT  0.99998820   -1 55 22.4
 PU2202;UTM  13      - 4,927,893.778   681,554.975   MT  1.00000538   +1 36 00.4
 PU2202
 PU2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2202!SPC SD N     -   0.99986464  x   0.99998820  =   0.99985285
 PU2202!UTM  13      -   0.99986464  x   1.00000538  =   0.99987002
 PU2202
 PU2202:                Primary Azimuth Mark                     Grid Az
 PU2202:SPC SD N     -  HAYDRAW AZ MK                            330 02 32.0
 PU2202:UTM  13      -  HAYDRAW AZ MK                            326 31 09.2
 PU2202
 PU2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8155427893(NAD 83)
 PU2202
 PU2202|---------------------------------------------------------------------|
 PU2202| PID    Reference Object                     Distance      Geod. Az  |
 PU2202|                                                           dddmmss.s |
 PU2202| CQ3929 HAYDRAW RM 1                          9.628 METERS 13235     |
 PU2202| CQ3930 HAYDRAW RM 2                          9.645 METERS 31438     |
 PU2202| CQ3928 HAYDRAW AZ MK                                      3280709.6 |
 PU2202|---------------------------------------------------------------------|
 PU2202
 PU2202                          SUPERSEDED SURVEY CONTROL
 PU2202
 PU2202  NAD 83(1993)-  44 28 53.53370(N)    102 43 01.04612(W) AD(       ) 2
 PU2202  NAD 83(1986)-  44 28 53.53320(N)    102 43 01.04560(W) AD(       ) 2
 PU2202  NAD 27      -  44 28 53.57920(N)    102 42 59.42270(W) AD(       ) 2
 PU2202
 PU2202.Superseded values are not recommended for survey control.
 PU2202
 PU2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2202.See file dsdata.pdf to determine how the superseded data were derived.
 PU2202
 PU2202_MARKER: DS = TRIANGULATION STATION DISK
 PU2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2202_STAMPING: HAYDRAW 1950
 PU2202_MARK LOGO: CGS
 PU2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2202+STABILITY: SURFACE MOTION
 PU2202
 PU2202  HISTORY     - Date     Condition        Report By
 PU2202  HISTORY     - 1950     MONUMENTED       CGS
 PU2202  HISTORY     - 1951     GOOD             CGS
 PU2202  HISTORY     - 1962     GOOD             CGS
 PU2202
 PU2202                          STATION DESCRIPTION
 PU2202
 PU2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2202'THIS STATION WAS NOT OCCUPIED IN 1950.
 PU2202'
 PU2202'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF UNION CENTER,
 PU2202'ABOUT 50 YARDS NORTH OF AN EAST-WEST FENCE, AND ON LAND OWNED
 PU2202'BY MR. CLIFFORD HALVERSON.
 PU2202'
 PU2202'TO REACH FROM THE POST OFFICE IN UNION CENTER, GO WEST ON
 PU2202'STATE HIGHWAY 24 FOR 2.85 MILES TO A SIDE ROAD LEFT.  TURN
 PU2202'LEFT AND GO SOUTH ON GRADED ROAD FOR 2.2 MILES TO THE POINT
 PU2202'WHERE THE MAIN ROAD TURNS RIGHT.  CONTINUE SOUTH ON TRACK
 PU2202'ROAD FOR 3.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PU2202'SOUTH FOR 0.15 MILE TO A WIRE GATE ON LEFT.  PASS THROUGH
 PU2202'GATE AND GO SOUTHEAST FOR 0.4 MILE TO HIGHEST HILL AND STATION.
 PU2202'
 PU2202'STATION MARK PRJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2202'HAYDRAW 1950.
 PU2202'
 PU2202'REFERENCE MARK NO. 1 IS 33 FEET EAST OF STATION.  THE MARK
 PU2202'PROJECTS 5 INCHES, AND THE DISK IS STAMPED HAYDRAW NO 1 1950.
 PU2202'
 PU2202'REFERENCE MARK NO. 2 IS 33 FEET WEST OF STATION.  THE MARK
 PU2202'PROJECTS 4 INCHES, AND THE DISK IS STAMPED HAYDRAW NO 2 1950.
 PU2202'
 PU2202'AZIMUTH MARK IS 0.15 MILE NORTH OF MR. HALVERSONS FARM HOUSE,
 PU2202'3 FEET SOUTH OF A FENCE CORNER, AND ON WEST SIDE OF ROAD.
 PU2202'THE MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED HAYDRAW 1950.
 PU2202'
 PU2202'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2202'CONCRETE CYLINDERS.
 PU2202
 PU2202                          STATION RECOVERY (1951)
 PU2202
 PU2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2202'THE STATION IS LOCATED ON LAND OWNED BY MR. CLIFFORD HALVERSON,
 PU2202'ABOUT 5.5 MILES SOUTHWEST OF UNION CENTER, ABOUT 5 MILES SOUTH
 PU2202'OF STATE HIGHWAY 24, IN THE NORTHWEST 1/4 SECTION 18, T 6 N,
 PU2202'R 12 E, AND 126 FEET NORTH OF A WIRE FENCE.
 PU2202'
 PU2202'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER, GO
 PU2202'WEST ON STATE HIGHWAY 24 FOR 2.85 MILES TO A GRADED ROAD LEFT.
 PU2202'TURN LEFT AND GO SOUTH FOR 2.2 MILES TO THE POINT WHERE THE
 PU2202'MAIN TRAVELED ROAD TURNS RIGHT.  CONTINUE SOUTH ON A TRACK
 PU2202'ROAD FOR 3.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PU2202'SOUTH FOR 0.15 MILE TO A WIRE GATE ON THE LEFT.  PASS THROUGH
 PU2202'GATE AND GO SOUTHEAST, PASSING TO THE RIGHT OF A FARMHOUSE, FOR
 PU2202'0.15 MILE TO A WIRE GATE IN AN EAST-WEST FENCE LINE.  PASS
 PU2202'THROUGH GATE AND GO SOUTHEAST ON A TRACK ROAD FOR 0.25 MILE TO
 PU2202'THE TOP OF A RIDGE AND THE STATION.
 PU2202'
 PU2202'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PU2202'HAYDRAW 1950.
 PU2202'
 PU2202'REFERENCE MARK NO. 1 IS 100 FEET NORTH OF A WIRE FENCE.
 PU2202'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED HAYDRAW NO 1 1950.
 PU2202'
 PU2202'REFERENCE MARK NO. 2 IS 144 FEET NORTH OF A WIRE FENCE.  IT
 PU2202'PROJECTS 4 INCHES, AND THE DISK IS STAMPED HAYDRAW NO 2 1950.
 PU2202'
 PU2202'THE AZIMUTH MARK IS 0.15 MILE NORTHWEST OF A FARMHOUSE, 3 FEET
 PU2202'SOUTH OF A FENCE CORNER, AND 3 FEET NORTH OF A WITNESS POST.
 PU2202'IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED HAYDRAW 1950.
 PU2202'
 PU2202'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2202'CONCRETE CYLINDERS.
 PU2202
 PU2202                          STATION RECOVERY (1962)
 PU2202
 PU2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2202'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 PU2202'WERE RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND TO BE IN
 PU2202'GOOD CONDITION.  DISTANCE AND DIRECTIONS TO THE REFERENCE
 PU2202'AND AZIMUTH MARKS WAS CONSIDERED SATISFACTORY AND THE
 PU2202'DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0702 ***********************************************************************
 PU0702  DESIGNATION -  HAYES
 PU0702  PID         -  PU0702
 PU0702  STATE/COUNTY-  SD/MEADE
 PU0702  COUNTRY     -  US
 PU0702  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0702
 PU0702                         *CURRENT SURVEY CONTROL
 PU0702  ______________________________________________________________________
 PU0702* NAD 83(1986) POSITION- 44 25 49.     (N) 102 34 17.     (W)   SCALED
 PU0702* NAVD 88 ORTHO HEIGHT -   803.832 (meters)     2637.24  (feet) ADJUSTED
 PU0702  ______________________________________________________________________
 PU0702  GEOID HEIGHT    -        -18.531 (meters)                     GEOID18
 PU0702  DYNAMIC HEIGHT  -        803.614 (meters)     2636.52  (feet) COMP
 PU0702  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 PU0702
 PU0702  VERT ORDER      -  SECOND    CLASS 0
 PU0702
 PU0702.The horizontal coordinates were scaled from a map and have
 PU0702.an estimated accuracy of +/- 6 seconds.
 PU0702
 PU0702.The orthometric height was determined by differential leveling and
 PU0702.adjusted by the NATIONAL GEODETIC SURVEY
 PU0702.in June 1991.
 PU0702
 PU0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0702.GEOID18 height accuracy estimate available here.
 PU0702
 PU0702.Click photographs - Photos may exist for this station.
 PU0702
 PU0702.The dynamic height is computed by dividing the NAVD 88
 PU0702.geopotential number by the normal gravity value computed on the
 PU0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0702.degrees latitude (g = 980.6199 gals.).
 PU0702
 PU0702.The modeled gravity was interpolated from observed gravity values.
 PU0702
 PU0702;                    North         East    Units  Estimated Accuracy
 PU0702;SPC SD N     -    69,590.      395,290.      MT  (+/- 180 meters Scaled)
 PU0702
 PU0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933225(NAD 83)
 PU0702
 PU0702                          SUPERSEDED SURVEY CONTROL
 PU0702
 PU0702  NGVD 29 (??/??/92)  803.370  (m)         2635.72   (f) ADJ UNCH    2 0
 PU0702
 PU0702.Superseded values are not recommended for survey control.
 PU0702
 PU0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0702.See file dsdata.pdf to determine how the superseded data were derived.
 PU0702
 PU0702_MARKER: DS = TRIANGULATION STATION DISK
 PU0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0702_STAMPING: HAYES 1962
 PU0702_MARK LOGO: CGS
 PU0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0702+STABILITY: SURFACE MOTION
 PU0702
 PU0702  HISTORY     - Date     Condition        Report By
 PU0702  HISTORY     - 1962     MONUMENTED       CGS
 PU0702
 PU0702                          STATION DESCRIPTION
 PU0702
 PU0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0702'10.4 MI S FROM ENNING.
 PU0702'10.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0702'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE
 PU0702'IN THE ROAD, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PU0702'4.8 FEET EAST OF A FENCE, 5.0 FEET NORTHEAST OF A WITNESS POST,
 PU0702'41 FEET NORTH OF THE NORTH END OF A GATE, 48.9 FEET NORTH
 PU0702'OF REFERENCE MARK 1, 49.8 FEET SOUTH OF REFERENCE MARK 2,
 PU0702'ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0702'POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1122 ***********************************************************************
 PT1122  DESIGNATION -  HAYES
 PT1122  PID         -  PT1122
 PT1122  STATE/COUNTY-  SD/STANLEY
 PT1122  COUNTRY     -  US
 PT1122  USGS QUAD   -  HAYES SOUTH (2017)
 PT1122
 PT1122                         *CURRENT SURVEY CONTROL
 PT1122  ______________________________________________________________________
 PT1122* NAD 83(1996) POSITION- 44 22 22.34526(N) 101 02 02.62164(W)   ADJUSTED
 PT1122* NAVD 88 ORTHO HEIGHT -   627.920 (meters)     2060.10  (feet) ADJUSTED
 PT1122  ______________________________________________________________________
 PT1122  GEOID HEIGHT    -        -22.521 (meters)                     GEOID18
 PT1122  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 PT1122  DYNAMIC HEIGHT  -        627.767 (meters)     2059.60  (feet) COMP
 PT1122  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 PT1122
 PT1122  HORZ ORDER      -  THIRD
 PT1122  VERT ORDER      -  FIRST     CLASS II
 PT1122
 PT1122.The horizontal coordinates were established by classical geodetic methods
 PT1122.and adjusted by the National Geodetic Survey in January 1998.
 PT1122
 PT1122.The orthometric height was determined by differential leveling and
 PT1122.adjusted by the NATIONAL GEODETIC SURVEY
 PT1122.in October 1997.
 PT1122
 PT1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1122.GEOID18 height accuracy estimate available here.
 PT1122
 PT1122.Click photographs - Photos may exist for this station.
 PT1122
 PT1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1122
 PT1122.The dynamic height is computed by dividing the NAVD 88
 PT1122.geopotential number by the normal gravity value computed on the
 PT1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1122.degrees latitude (g = 980.6199 gals.).
 PT1122
 PT1122.The modeled gravity was interpolated from observed gravity values.
 PT1122
 PT1122. The following values were computed from the NAD 83(1996) position.
 PT1122
 PT1122;                    North         East     Units Scale Factor Converg.
 PT1122;SPC SD S     -   226,820.949   544,151.452   MT  0.99999363   -0 29 00.2
 PT1122;SPC SD S     -   744,161.73  1,785,270.22   sFT  0.99999363   -0 29 00.2
 PT1122;UTM  14      - 4,915,300.540   337,944.914   MT  0.99992298   -1 25 22.0
 PT1122
 PT1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1122!SPC SD S     -   0.99990508  x   0.99999363  =   0.99989871
 PT1122!UTM  14      -   0.99990508  x   0.99992298  =   0.99982807
 PT1122
 PT1122:                Primary Azimuth Mark                     Grid Az
 PT1122:SPC SD S     -  THE LITTLE BROWN METH CH BEL             269 30 31.7
 PT1122:UTM  14      -  THE LITTLE BROWN METH CH BEL             270 26 53.5
 PT1122
 PT1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3794415300(NAD 83)
 PT1122
 PT1122|---------------------------------------------------------------------|
 PT1122| PID    Reference Object                     Distance      Geod. Az  |
 PT1122|                                                           dddmmss.s |
 PT1122| AB7533 HAYES RM 1                           11.738 METERS 14740     |
 PT1122| CQ3931 HAYES AZ MK                                        2643716.2 |
 PT1122| PT1121 THE LITTLE BROWN METH CH BEL        APPROX. 3.2 KM 2690131.5 |
 PT1122| AB6185 HAYES RM 2                           10.912 METERS 33931     |
 PT1122|---------------------------------------------------------------------|
 PT1122
 PT1122                          SUPERSEDED SURVEY CONTROL
 PT1122
 PT1122  NAD 83(1986)-  44 22 22.33928(N)    101 02 02.62368(W) AD(       ) 3
 PT1122  NAD 27      -  44 22 22.39500(N)    101 02 01.11700(W) AD(       ) 3
 PT1122
 PT1122.Superseded values are not recommended for survey control.
 PT1122
 PT1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1122.See file dsdata.pdf to determine how the superseded data were derived.
 PT1122
 PT1122_MARKER: DS = TRIANGULATION STATION DISK
 PT1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1122_STAMPING: HAYES 1952
 PT1122_MARK LOGO: CGS
 PT1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1122+STABILITY: SURFACE MOTION
 PT1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1122+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 PT1122
 PT1122  HISTORY     - Date     Condition        Report By
 PT1122  HISTORY     - 1952     MONUMENTED       CGS
 PT1122  HISTORY     - 1981     GOOD             NGS
 PT1122  HISTORY     - 19950803 GOOD             NGS
 PT1122
 PT1122                          STATION DESCRIPTION
 PT1122
 PT1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1122'THE STATION IS IN SECTION 19, T 5 N, R 26 E, 4-1/2 MILES EAST
 PT1122'OF THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 63, 0.5
 PT1122'MILE WEST OF HAYES, 0.05 MILE NORTH OF U.S. HIGHWAY 14, 150
 PT1122'FEET NORTH OF A WIRE FENCE CORNER, 45 FEET SOUTH OF A WIRE
 PT1122'FENCE CORNER, 3Q FEET EAST OF A GRAVELED ROAD, 5 FEET WEST OF
 PT1122'A WIRE FENCE, AND 5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN
 PT1122'WITNESS POST.
 PT1122'
 PT1122'TO REACH THE STATION FROM THE POST OFFICE IN HAYES GO WEST ON
 PT1122'U.S. HIGHWAY 14 FOR 0.5 MILE TO A T-INTERSECTION AND THE STATION
 PT1122'ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE WEST ON THE HIGHWAY FOR
 PT1122'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.
 PT1122'
 PT1122'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAYES
 PT1122'1952.
 PT1122'
 PT1122'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE GRAVELED ROAD, AND
 PT1122'1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 PT1122'DISK IS STAMPED HAYES NO 1 1952.
 PT1122'
 PT1122'REFERENCE MARK NO. 2 IS 38 FEET EAST OF THE GRAVELED ROAD,
 PT1122'AND 1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 PT1122'AND THE DISK IS STAMPED HAYES NO 2 1952.
 PT1122'
 PT1122'THE AZIMUTH MARK IS 53 FEET NORTH OF U.S. HIGHWAY 14, 31 FEET
 PT1122'EAST OF A TRACK ROAD, 17 FEET NORTHEAST OF A WIRE FENCE CORNER,
 PT1122'AND 2 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 PT1122'PROJECTS 3 INCHES AND THE DISK IS STAMPED HAYES 1952.
 PT1122'
 PT1122'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1122
 PT1122                          STATION RECOVERY (1981)
 PT1122
 PT1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1122'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 PT1122'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 PT1122'DESTROYED.  IT APPEARED TO HAVE BEEN HIT BY FARM EQUIPMENT AND HAD
 PT1122'BEEN BROKEN INTO TWO PIECES.  THE DISK WAS REMOVED AND A NEW AZIMUTH
 PT1122'MARK 2 WAS ESTABLISHED.  NONE OF THE MARKS ARE ON PRIVATE
 PT1122'PROPERTY.  COMPLETE DESCRIPTIVE TEXT FOLLOWS.
 PT1122'
 PT1122'THE STATION IS LOCATED IN 519, T5N, R26E, 7.2 KM (4.5 MI) EAST OF THE
 PT1122'JUNCTION OF HIGHWAYS 14 AND 34 WHICH IS LOCALLY KNOWN AS FOUR
 PT1122'CORNERS, 0.8 KM (0.5 MI) WEST OF HAYES, 0.1 KM NORTH OF HIGHWAY 14 IN
 PT1122'COUNTY ROAD RIGHT OF WAY.
 PT1122'
 PT1122'TO REACH THE STATION FROM THE HAYES SCHOOL, GO NORTH, CROSSING
 PT1122'HIGHWAY 14, FOR 0.1 KM (0.05 MI) TO AN ASPHALT ROAD THAT RUNS
 PT1122'PARALLEL TO HIGHWAY 14.  TURN LEFT AND GO WEST ON THE ASPHALT ROAD
 PT1122'FOR 0.9 KM (0.55 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, ON A
 PT1122'GRAVELED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 PT1122'
 PT1122'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PT1122'STAMPED---HAYES 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT1122'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 PT1122'13.8 METERS (45.2 FEET) SSE FROM A 120 DEGREE FENCE CORNER, 11.9
 PT1122'METERS (39 FEET) E FROM THE CENTER OF A GRAVELED ROAD, 1.5 METERS
 PT1122'(5.0 FEET) W FROM A FENCE, 1.7 METERS (5.5 FEET) NW FROM A WOODEN 4
 PT1122'BY 4 WITNESS POST, AND 0.30 METER (1.0 FOOT) W FROM A METAL WITNESS
 PT1122'POST.
 PT1122'
 PT1122'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1122'NOS) DISK SET INTO AN IRREGULAR MASS OF CONCRETE.
 PT1122'
 PT1122'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1122'NOS) DISK STAMPED---HAYES NO 1 1952---SET INTO THE TOP OF A ROUND
 PT1122'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 PT1122'INCHES) ABOVE THE GROUND LOCATED 15.1 METERS (49.5 FEET) E FROM THE
 PT1122'CENTER OF THE GRAVELED ROAD, 11.7 METERS (38.5 FEET) SSE FROM THE
 PT1122'METAL WITNESS POST, 0.3 METER (1.0 FOOT) W FROM THE FENCE, AND IS
 PT1122'LEVEL WITH THE STATION.
 PT1122'
 PT1122'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1122'NOS) DISK STAMPED---HAYES NO 2 1952---SET INTO THE TOP OF A ROUND
 PT1122'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 PT1122'INCHES) ABOVE THE GROUND LOCATED 11.6 METERS (38 FEET) E FROM THE
 PT1122'CENTER OF THE GRAVELED ROAD, 10.9 METERS (35.8 FEET) NNW FROM THE
 PT1122'METAL WITNESS POST, 0.3 METER (1 FOOT) W FROM THE FENCE, AND IS LEVEL
 PT1122'WITH THE STATION.
 PT1122'
 PT1122'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT1122'STAMPED---HAYES 1952 NO 2 1981---SET INTO THE TOP OF A ROUND
 PT1122'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
 PT1122'INCHES) ABOVE THE GROUND THE UNDERGROUND MARK IS A STANDARD NGS
 PT1122'DISK SET INTO AN IRREGULAR MASS OF CONCRETE ABOUT 1.1 M (3.5 FT)
 PT1122'BELOW THE SURFACE AND STAMPED---HAYES 1952 NO 2 1981---.  MARKS ARE
 PT1122'LOCATED 9.40 METERS (30.8 FEET) NW FROM THE WEST CORNER OF THE BRICK
 PT1122'SCHOOL BUILDING, 8.4 METERS (27.6 FEET) E FROM THE CENTER OF A
 PT1122'GRAVELED ROAD, 2.25 METERS (7.4 FEET) NNW FROM A POWER POLE WITH
 PT1122'TRANSFORMER, AND 0.30 METER (1.0 FOOT) S FROM A METAL WITNESS POST.
 PT1122
 PT1122                          STATION RECOVERY (1995)
 PT1122
 PT1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1122'1.0 KM (0.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PT1122'IN HAYES, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A GRAVELED ROAD,
 PT1122'14.9 M (48.9 FT) EAST OF THE ROAD CENTER, 11.0 M (36.1 FT) SOUTH OF
 PT1122'REFERENCE MARK 2, 1.8 M (5.9 FT) SOUTHEAST OF THE EAST LEG OF A SIGN,
 PT1122'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A
 PT1122'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 PT1122'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9092 ***********************************************************************
 AB9092  DESIGNATION -  HAYES AZ MK 2
 AB9092  PID         -  AB9092
 AB9092  STATE/COUNTY-  SD/STANLEY
 AB9092  COUNTRY     -  US
 AB9092  USGS QUAD   -  HAYES SOUTH (2017)
 AB9092
 AB9092                         *CURRENT SURVEY CONTROL
 AB9092  ______________________________________________________________________
 AB9092* NAD 83(1986) POSITION- 44 22 17.     (N) 101 01 29.     (W)   SCALED
 AB9092* NAVD 88 ORTHO HEIGHT -   619.509 (meters)     2032.51  (feet) ADJUSTED
 AB9092  ______________________________________________________________________
 AB9092  GEOID HEIGHT    -        -22.541 (meters)                     GEOID18
 AB9092  DYNAMIC HEIGHT  -        619.358 (meters)     2032.01  (feet) COMP
 AB9092  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 AB9092
 AB9092  VERT ORDER      -  FIRST     CLASS II
 AB9092
 AB9092.The horizontal coordinates were scaled from a map and have
 AB9092.an estimated accuracy of +/- 6 seconds.
 AB9092
 AB9092.The orthometric height was determined by differential leveling and
 AB9092.adjusted by the NATIONAL GEODETIC SURVEY
 AB9092.in October 1997.
 AB9092
 AB9092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9092.GEOID18 height accuracy estimate available here.
 AB9092
 AB9092.Click photographs - Photos may exist for this station.
 AB9092
 AB9092.The dynamic height is computed by dividing the NAVD 88
 AB9092.geopotential number by the normal gravity value computed on the
 AB9092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9092.degrees latitude (g = 980.6199 gals.).
 AB9092
 AB9092.The modeled gravity was interpolated from observed gravity values.
 AB9092
 AB9092;                    North         East    Units  Estimated Accuracy
 AB9092;SPC SD S     -   226,650.      544,890.      MT  (+/- 180 meters Scaled)
 AB9092
 AB9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ386151(NAD 83)
 AB9092
 AB9092                          SUPERSEDED SURVEY CONTROL
 AB9092
 AB9092.No superseded survey control is available for this station.
 AB9092
 AB9092_MARKER: DZ = AZIMUTH MARK DISK
 AB9092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9092_STAMPING: HAYES 1952 NO 2 1981
 AB9092_MARK LOGO: NGS
 AB9092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9092+STABILITY: SURFACE MOTION
 AB9092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9092+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9092
 AB9092  HISTORY     - Date     Condition        Report By
 AB9092  HISTORY     - 1981     MONUMENTED       NGS
 AB9092  HISTORY     - 19810514 GOOD             NGS
 AB9092  HISTORY     - 19950803 GOOD             NGS
 AB9092  HISTORY     - 20120531 GOOD             INDIV
 AB9092
 AB9092                          STATION DESCRIPTION
 AB9092
 AB9092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AB9092'THE MARK IS LOCAED AT THE NORTHWEST PART OF THE HAYES SCHOOL YARD IN
 AB9092'HAYE.  TO REACH THE MARK FROM THE HAYES SCHOOL, GO TO THE NORTHWEST
 AB9092'PART OF THE SCHOOL YARD TO A POWER POLE WITH A TRANSFORMER AND THE
 AB9092'MARK.  THE MARK IS A STANDARD AZIMUTH DISK STAMPED HAYES 1952 NO. 2
 AB9092'1981 SET INTO THE TOP OF A CONCRETE MONUMENT 30 CM (12 INCHES) IN
 AB9092'DIAMETER AND PROJECTING 10 CM (4 INCHES).  IT IS 9.40 M (30.84 FT)
 AB9092'NORTHWEST OF THE WEST CORNER OF A BRICK SCHOOL BUILDING, 8.4 M (27.6
 AB9092'FT) EAST OF THE CENTER OF A GRAVELED ROAD 2.25 M (7.38 FT)
 AB9092'NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER AND 0.30 M (0.98 FT)
 AB9092'SOUTH OF A METAL WITNES POST.  THE UNDERGROUND MARK IS A STANDARD NGS
 AB9092'AZIMUTH DISK STAMPED HAYES 1952 NO. 2 1981 SET INTO THE TOP OF AN
 AB9092'IRREGULAR MASS OF CONCRETE ABOUT 1.1 M (3.6 FT) BELOW THE SURFACE.
 AB9092
 AB9092                          STATION RECOVERY (1995)
 AB9092
 AB9092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9092'0.2 KM (0.10 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB9092'IN HAYES, 135.0 M (442.9 FT) WEST OF MILEPOST 195, 40.2 M (131.9 FT)
 AB9092'SOUTH OF THE HIGHWAY CENTERLINE, 9.5 M (31.2 FT) NORTHWEST OF THE WEST
 AB9092'CORNER OF THE HAYES SCHOOL, 8.3 M (27.2 FT) EAST OF THE CENTER OF A
 AB9092'TRACK ROAD, 2.2 M (7.2 FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER
 AB9092'AND A GUY CABLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 AB9092'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AB9092'FT) ABOVE THE GROUND SURFACE.
 AB9092
 AB9092                          STATION RECOVERY (2012)
 AB9092
 AB9092'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0704 ***********************************************************************
 PU0704  DESIGNATION -  HAYES RM 1
 PU0704  PID         -  PU0704
 PU0704  STATE/COUNTY-  SD/MEADE
 PU0704  COUNTRY     -  US
 PU0704  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0704
 PU0704                         *CURRENT SURVEY CONTROL
 PU0704  ______________________________________________________________________
 PU0704* NAD 83(1986) POSITION- 44 25 49.     (N) 102 34 17.     (W)   SCALED
 PU0704* NAVD 88 ORTHO HEIGHT -   803.795 (meters)     2637.12  (feet) ADJUSTED
 PU0704  ______________________________________________________________________
 PU0704  GEOID HEIGHT    -        -18.531 (meters)                     GEOID18
 PU0704  DYNAMIC HEIGHT  -        803.577 (meters)     2636.40  (feet) COMP
 PU0704  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 PU0704
 PU0704  VERT ORDER      -  SECOND    CLASS 0
 PU0704
 PU0704.The horizontal coordinates were scaled from a map and have
 PU0704.an estimated accuracy of +/- 6 seconds.
 PU0704
 PU0704.The orthometric height was determined by differential leveling and
 PU0704.adjusted by the NATIONAL GEODETIC SURVEY
 PU0704.in June 1991.
 PU0704
 PU0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0704.GEOID18 height accuracy estimate available here.
 PU0704
 PU0704.Click photographs - Photos may exist for this station.
 PU0704
 PU0704.The dynamic height is computed by dividing the NAVD 88
 PU0704.geopotential number by the normal gravity value computed on the
 PU0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0704.degrees latitude (g = 980.6199 gals.).
 PU0704
 PU0704.The modeled gravity was interpolated from observed gravity values.
 PU0704
 PU0704;                    North         East    Units  Estimated Accuracy
 PU0704;SPC SD N     -    69,590.      395,290.      MT  (+/- 180 meters Scaled)
 PU0704
 PU0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933225(NAD 83)
 PU0704
 PU0704                          SUPERSEDED SURVEY CONTROL
 PU0704
 PU0704  NGVD 29 (??/??/92)  803.333  (m)         2635.60   (f) ADJ UNCH    2 0
 PU0704
 PU0704.Superseded values are not recommended for survey control.
 PU0704
 PU0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0704.See file dsdata.pdf to determine how the superseded data were derived.
 PU0704
 PU0704_MARKER: DR = REFERENCE MARK DISK
 PU0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0704_STAMPING: HAYES NO 1 1962
 PU0704_MARK LOGO: CGS
 PU0704_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0704+STABILITY: SURFACE MOTION
 PU0704
 PU0704  HISTORY     - Date     Condition        Report By
 PU0704  HISTORY     - 1962     MONUMENTED       CGS
 PU0704
 PU0704                          STATION DESCRIPTION
 PU0704
 PU0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0704'10.4 MI S FROM ENNING.
 PU0704'10.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0704'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A
 PU0704'CURVE, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 23 1/2
 PU0704'FEET WEST-SOUTHWEST OF THE NORTH END OF A GATE, 48.9 FEET SOUTH
 PU0704'OF THE STATION, 1 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1 FOOT
 PU0704'HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0704'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0703 ***********************************************************************
 PU0703  DESIGNATION -  HAYES RM 2
 PU0703  PID         -  PU0703
 PU0703  STATE/COUNTY-  SD/MEADE
 PU0703  COUNTRY     -  US
 PU0703  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0703
 PU0703                         *CURRENT SURVEY CONTROL
 PU0703  ______________________________________________________________________
 PU0703* NAD 83(1986) POSITION- 44 25 50.     (N) 102 34 16.     (W)   SCALED
 PU0703* NAVD 88 ORTHO HEIGHT -   804.091 (meters)     2638.09  (feet) ADJUSTED
 PU0703  ______________________________________________________________________
 PU0703  GEOID HEIGHT    -        -18.532 (meters)                     GEOID18
 PU0703  DYNAMIC HEIGHT  -        803.872 (meters)     2637.37  (feet) COMP
 PU0703  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 PU0703
 PU0703  VERT ORDER      -  SECOND    CLASS 0
 PU0703
 PU0703.The horizontal coordinates were scaled from a map and have
 PU0703.an estimated accuracy of +/- 6 seconds.
 PU0703
 PU0703.The orthometric height was determined by differential leveling and
 PU0703.adjusted by the NATIONAL GEODETIC SURVEY
 PU0703.in June 1991.
 PU0703
 PU0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0703.GEOID18 height accuracy estimate available here.
 PU0703
 PU0703.Click photographs - Photos may exist for this station.
 PU0703
 PU0703.The dynamic height is computed by dividing the NAVD 88
 PU0703.geopotential number by the normal gravity value computed on the
 PU0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0703.degrees latitude (g = 980.6199 gals.).
 PU0703
 PU0703.The modeled gravity was interpolated from observed gravity values.
 PU0703
 PU0703;                    North         East    Units  Estimated Accuracy
 PU0703;SPC SD N     -    69,620.      395,310.      MT  (+/- 180 meters Scaled)
 PU0703
 PU0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933225(NAD 83)
 PU0703
 PU0703                          SUPERSEDED SURVEY CONTROL
 PU0703
 PU0703  NGVD 29 (??/??/92)  803.629  (m)         2636.57   (f) ADJ UNCH    2 0
 PU0703
 PU0703.Superseded values are not recommended for survey control.
 PU0703
 PU0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0703.See file dsdata.pdf to determine how the superseded data were derived.
 PU0703
 PU0703_MARKER: DR = REFERENCE MARK DISK
 PU0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0703_STAMPING: HAYES NO 2 1962
 PU0703_MARK LOGO: CGS
 PU0703_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0703+STABILITY: SURFACE MOTION
 PU0703
 PU0703  HISTORY     - Date     Condition        Report By
 PU0703  HISTORY     - 1962     MONUMENTED       CGS
 PU0703
 PU0703                          STATION DESCRIPTION
 PU0703
 PU0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0703'10.4 MI S FROM ENNING.
 PU0703'10.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0703'THENCE 0.4 MILE WEST ALONG A TRACK ROAD, ON THE OUTSIDE OF A
 PU0703'CURVE, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.3
 PU0703'FOOT SOUTHWEST OF A FENCE, 48.9 FEET SOUTH OF THE STATION,
 PU0703'ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0703'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6185 ***********************************************************************
 AB6185  DESIGNATION -  HAYES RM 2
 AB6185  PID         -  AB6185
 AB6185  STATE/COUNTY-  SD/STANLEY
 AB6185  COUNTRY     -  US
 AB6185  USGS QUAD   -  HAYES SOUTH (2017)
 AB6185
 AB6185                         *CURRENT SURVEY CONTROL
 AB6185  ______________________________________________________________________
 AB6185* NAD 83(1986) POSITION- 44 22 22.68   (N) 101 02 02.79   (W)   HD_HELD1
 AB6185* NAVD 88 ORTHO HEIGHT -   628.070 (meters)     2060.59  (feet) ADJUSTED
 AB6185  ______________________________________________________________________
 AB6185  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 AB6185  DYNAMIC HEIGHT  -        627.917 (meters)     2060.09  (feet) COMP
 AB6185  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 AB6185
 AB6185  VERT ORDER      -  FIRST     CLASS II
 AB6185
 AB6185.The horizontal coordinates were determined by differentially corrected
 AB6185.hand held GPS observations or other comparable positioning techniques
 AB6185.and have an estimated accuracy of +/- 3 meters.
 AB6185
 AB6185.The orthometric height was determined by differential leveling and
 AB6185.adjusted by the NATIONAL GEODETIC SURVEY
 AB6185.in October 1997.
 AB6185
 AB6185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6185.GEOID18 height accuracy estimate available here.
 AB6185
 AB6185.Click photographs - Photos may exist for this station.
 AB6185
 AB6185.The dynamic height is computed by dividing the NAVD 88
 AB6185.geopotential number by the normal gravity value computed on the
 AB6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6185.degrees latitude (g = 980.6199 gals.).
 AB6185
 AB6185.The modeled gravity was interpolated from observed gravity values.
 AB6185
 AB6185;                    North         East    Units  Estimated Accuracy
 AB6185;SPC SD S     -   226,831.3     544,147.8     MT  (+/- 3 meters HH1 GPS) 
 AB6185
 AB6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3794115310(NAD 83)
 AB6185
 AB6185                          SUPERSEDED SURVEY CONTROL
 AB6185
 AB6185.No superseded survey control is available for this station.
 AB6185
 AB6185_MARKER: DR = REFERENCE MARK DISK
 AB6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6185_STAMPING: HAYES NO 2 1952
 AB6185_MARK LOGO: CGS
 AB6185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6185+STABILITY: SURFACE MOTION
 AB6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6185+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 AB6185
 AB6185  HISTORY     - Date     Condition        Report By
 AB6185  HISTORY     - 1952     MONUMENTED       CGS
 AB6185  HISTORY     - 19950803 GOOD             NGS
 AB6185
 AB6185                          STATION DESCRIPTION
 AB6185
 AB6185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6185'1.0 KM (0.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB6185'IN HAYES, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AB6185'11.2 M (36.7 FT) EAST OF THE ROAD CENTER, 11.0 M (36.1 FT) NORTH OF
 AB6185'TRIANGULATION STATION HAYES, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB6185'ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AB6185'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0793 ***********************************************************************
 OT0793  DESIGNATION -  HAYSTACK
 OT0793  PID         -  OT0793
 OT0793  STATE/COUNTY-  SD/FALL RIVER
 OT0793  COUNTRY     -  US
 OT0793  USGS QUAD   -  HAY CANYON BUTTE (2017)
 OT0793
 OT0793                         *CURRENT SURVEY CONTROL
 OT0793  ______________________________________________________________________
 OT0793* NAD 83(1996) POSITION- 43 15 43.63618(N) 103 00 07.60628(W)   ADJUSTED
 OT0793* NAVD 88 ORTHO HEIGHT -   976.    (meters)     3202.    (feet) SCALED
 OT0793  ______________________________________________________________________
 OT0793  GEOID HEIGHT    -        -17.410 (meters)                     GEOID18
 OT0793  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 OT0793  HORZ ORDER      -  FIRST
 OT0793
 OT0793.The horizontal coordinates were established by classical geodetic methods
 OT0793.and adjusted by the National Geodetic Survey in January 1998.
 OT0793
 OT0793.The orthometric height was scaled from a topographic map.
 OT0793
 OT0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0793.GEOID18 height accuracy estimate available here.
 OT0793
 OT0793.Click photographs - Photos may exist for this station.
 OT0793
 OT0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0793
 OT0793. The following values were computed from the NAD 83(1996) position.
 OT0793
 OT0793;                    North         East     Units Scale Factor Converg.
 OT0793;SPC SD S     -   106,660.735   383,365.762   MT  0.99992609   -1 50 27.8
 OT0793;SPC SD S     -   349,936.09  1,257,759.17   sFT  0.99992609   -1 50 27.8
 OT0793;UTM  13      - 4,791,861.503   662,152.602   MT  0.99992345   +1 22 10.3
 OT0793
 OT0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0793!SPC SD S     -   0.99984978  x   0.99992609  =   0.99977588
 OT0793!UTM  13      -   0.99984978  x   0.99992345  =   0.99977324
 OT0793
 OT0793:                Primary Azimuth Mark                     Grid Az
 OT0793:SPC SD S     -  HAYSTACK AZ MK                           294 24 14.6
 OT0793:UTM  13      -  HAYSTACK AZ MK                           291 11 36.5
 OT0793
 OT0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6215291861(NAD 83)
 OT0793
 OT0793|---------------------------------------------------------------------|
 OT0793| PID    Reference Object                     Distance      Geod. Az  |
 OT0793|                                                           dddmmss.s |
 OT0793| CQ3937 HAYSTACK RM 1                        81.351 METERS 02135     |
 OT0793| CQ3936 HAYSTACK AZ MK                                     2923346.8 |
 OT0793| CQ3938 HAYSTACK RM 2                        80.803 METERS 32316     |
 OT0793|---------------------------------------------------------------------|
 OT0793
 OT0793                          SUPERSEDED SURVEY CONTROL
 OT0793
 OT0793  NAD 83(1995)-  43 15 43.63483(N)    103 00 07.60468(W) AD(       ) 1
 OT0793  NAD 83(1993)-  43 15 43.62771(N)    103 00 07.60082(W) AD(       ) 1
 OT0793  NAD 83(1986)-  43 15 43.62022(N)    103 00 07.60680(W) AD(       ) 1
 OT0793  NAD 27      -  43 15 43.69400(N)    103 00 05.90100(W) AD(       ) 1
 OT0793
 OT0793.Superseded values are not recommended for survey control.
 OT0793
 OT0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0793.See file dsdata.pdf to determine how the superseded data were derived.
 OT0793
 OT0793_MARKER: DS = TRIANGULATION STATION DISK
 OT0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0793_STAMPING: HAYSTACK 1936
 OT0793_MARK LOGO: CGS
 OT0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0793+STABILITY: SURFACE MOTION
 OT0793
 OT0793  HISTORY     - Date     Condition        Report By
 OT0793  HISTORY     - 1936     MONUMENTED       CGS
 OT0793
 OT0793                          STATION DESCRIPTION
 OT0793
 OT0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0793'STATION IS ABOUT 17 MILES WEST OF OGLALA, S.DAK., ON THE WEST
 OT0793'BOUNDARY OF THE PINE RIDGE INDIAN RESERVATION, ABOUT 2 MILES SOUTH
 OT0793'OF U.S. HIGHWAY 18, AND 150 YARDS WEST OF NORTH-SOUTH FENCE
 OT0793'LINE, ON SMALL CYLINDER SHAPED HILL.  (THERE IS A SMALLER HILL
 OT0793'TO THE SOUTHEAST).
 OT0793'
 OT0793'REACHED FROM OGLALA BY GOING WEST ON U.S. HIGHWAY 18 FOR
 OT0793'17.5 MILES TO LARGE CATTLE GUARD ACROSS U.S. 18, CONTINUE WEST
 OT0793'ON U.S. 18 FOR 0.2 MILE TO DIRT ROAD LEADING SOUTH, GO SOUTH
 OT0793'ON THIS ROAD FOR 1.0 MILE TO DESERTED RANCH BUILDINGS, FROM
 OT0793'HERE GO SOUTH FOR 1.1 MILES TO BASE OF BUTTE AND END OF TRUCK
 OT0793'TRAVEL, PACK UP BUTTE TO TOP AND STATION IN APPROXIMATE CENTER.
 OT0793'MARK PROJECTS ABOUT 5 INCHES.
 OT0793'
 OT0793'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION, 4 PACES
 OT0793'SOUTH OF EAST-WEST ROAD.  MARK PROJECTS ABOUT 6 INCHES.
 OT0793'
 OT0793'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.  MARK PROJECTS
 OT0793'4 INCHES.
 OT0793'
 OT0793'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION.  MARK PROJECTS
 OT0793'4 INCHES.
 OT0793'
 OT0793'ALL LINES ARE VISIBLE FROM THE GROUND.
 OT0793'
 OT0793'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0793'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0851 ***********************************************************************
 PR0851  DESIGNATION -  HAYTI MUNICIPAL TANK
 PR0851  PID         -  PR0851
 PR0851  STATE/COUNTY-  SD/HAMLIN
 PR0851  COUNTRY     -  US
 PR0851  USGS QUAD   -  HAYTI (2017)
 PR0851
 PR0851                         *CURRENT SURVEY CONTROL
 PR0851  ______________________________________________________________________
 PR0851* NAD 83(1996) POSITION- 44 39 23.82666(N) 097 12 22.34569(W)   ADJUSTED
 PR0851  ______________________________________________________________________
 PR0851  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 PR0851  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 PR0851  HORZ ORDER      -  THIRD
 PR0851
 PR0851.The horizontal coordinates were established by classical geodetic methods
 PR0851.and adjusted by the National Geodetic Survey in January 1998.
 PR0851
 PR0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0851.GEOID18 height accuracy estimate available here.
 PR0851
 PR0851.Click photographs - Photos may exist for this station.
 PR0851
 PR0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0851
 PR0851. The following values were computed from the NAD 83(1996) position.
 PR0851
 PR0851;                    North         East     Units Scale Factor Converg.
 PR0851;SPC SD N     -    95,308.255   821,541.232   MT  0.99996269   +1 58 38.2
 PR0851;SPC SD N     -   312,690.50  2,695,339.86   sFT  0.99996269   +1 58 38.2
 PR0851;UTM  14      - 4,946,371.243   642,220.524   MT  0.99984874   +1 15 39.6
 PR0851
 PR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4222046371(NAD 83)
 PR0851
 PR0851                          SUPERSEDED SURVEY CONTROL
 PR0851
 PR0851  NAD 83(1986)-  44 39 23.82161(N)    097 12 22.32495(W) AD(       ) 3
 PR0851  NAD 27      -  44 39 23.95374(N)    097 12 21.06497(W) AD(       ) 3
 PR0851
 PR0851.Superseded values are not recommended for survey control.
 PR0851
 PR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0851.See file dsdata.pdf to determine how the superseded data were derived.
 PR0851
 PR0851_MARKER: 51 = TANK
 PR0851
 PR0851  HISTORY     - Date     Condition        Report By
 PR0851  HISTORY     - 1968     FIRST OBSERVED   USGS
 PR0851
 PR0851                          STATION DESCRIPTION
 PR0851
 PR0851'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0852 ***********************************************************************
 PR0852  DESIGNATION -  HAZEL RESET
 PR0852  PID         -  PR0852
 PR0852  STATE/COUNTY-  SD/HAMLIN
 PR0852  COUNTRY     -  US
 PR0852  USGS QUAD   -  BRYANT NE (2017)
 PR0852
 PR0852                         *CURRENT SURVEY CONTROL
 PR0852  ______________________________________________________________________
 PR0852* NAD 83(1996) POSITION- 44 44 45.54678(N) 097 17 54.18047(W)   ADJUSTED
 PR0852* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 PR0852  ______________________________________________________________________
 PR0852  GEOID HEIGHT    -        -24.891 (meters)                     GEOID18
 PR0852  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 PR0852  HORZ ORDER      -  FIRST
 PR0852
 PR0852.The horizontal coordinates were established by classical geodetic methods
 PR0852.and adjusted by the National Geodetic Survey in January 1998.
 PR0852
 PR0852.The orthometric height was scaled from a topographic map.
 PR0852
 PR0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0852.GEOID18 height accuracy estimate available here.
 PR0852
 PR0852.Click photographs - Photos may exist for this station.
 PR0852
 PR0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0852
 PR0852. The following values were computed from the NAD 83(1996) position.
 PR0852
 PR0852;                    North         East     Units Scale Factor Converg.
 PR0852;SPC SD N     -   104,985.179   813,903.291   MT  0.99995323   +1 54 43.3
 PR0852;SPC SD N     -   344,438.87  2,670,281.05   sFT  0.99995323   +1 54 43.3
 PR0852;UTM  14      - 4,956,141.549   634,704.871   MT  0.99982314   +1 11 53.0
 PR0852
 PR0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0852!SPC SD N     -   0.99992092  x   0.99995323  =   0.99987416
 PR0852!UTM  14      -   0.99992092  x   0.99982314  =   0.99974408
 PR0852
 PR0852:                Primary Azimuth Mark                     Grid Az
 PR0852:SPC SD N     -  HAZEL AZ MK 2                            086 39 46.1
 PR0852:UTM  14      -  HAZEL AZ MK 2                            087 22 36.4
 PR0852
 PR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3470456141(NAD 83)
 PR0852
 PR0852|---------------------------------------------------------------------|
 PR0852| PID    Reference Object                     Distance      Geod. Az  |
 PR0852|                                                           dddmmss.s |
 PR0852| CQ5513 HAZEL RM 1                           31.843 METERS 05629     |
 PR0852| CU8161 HAZEL AZ MK 2                                      0883429.4 |
 PR0852| CQ5511 HAZEL AZ MK                                        0883918.3 |
 PR0852| PR0848 LAKE NORDEN MUNICIPAL TANK          APPROX.19.7 KM 1591717.4 |
 PR0852| PR0853 BRYANT MUNICIPAL TANK               APPROX.21.9 KM 2173233.2 |
 PR0852| CQ5514 HAZEL RM 2                           29.380 METERS 30637     |
 PR0852| CQ5515 HAZEL RM 3                           27.996 METERS 31246     |
 PR0852|---------------------------------------------------------------------|
 PR0852
 PR0852                          SUPERSEDED SURVEY CONTROL
 PR0852
 PR0852  NAD 83(1986)-  44 44 45.54256(N)    097 17 54.16424(W) AD(       ) 1
 PR0852  NAD 27      -  44 44 45.67200(N)    097 17 52.88300(W) AD(       ) 1
 PR0852
 PR0852.Superseded values are not recommended for survey control.
 PR0852
 PR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0852.See file dsdata.pdf to determine how the superseded data were derived.
 PR0852
 PR0852_MARKER: DH = HORIZONTAL CONTROL DISK
 PR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0852_STAMPING: HAZEL 1935 1975
 PR0852_MARK LOGO: NGS
 PR0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0852+STABILITY: SURFACE MOTION
 PR0852
 PR0852  HISTORY     - Date     Condition        Report By
 PR0852  HISTORY     - 1935     MONUMENTED       CGS
 PR0852  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PR0852  HISTORY     - 20141010 POOR             NGS
 PR0852
 PR0852                          STATION DESCRIPTION
 PR0852
 PR0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0852'THIS STATION IS ABOUT 4 MILES E AND 1 MILE S OF HAZEL ABOUT
 PR0852'75 YARDS E OF THE CENTER OF THE N SIDE OF SEC. 27, T 115 N,
 PR0852'R 54 W, ON LAND OWNED AND OCCUPIED BY MR. A.J. WILSON.  THE
 PR0852'MARK IS SET ON THE N EDGE OF A CULTIVATED FIELD, 1/2 FOOT
 PR0852'S OF S FENCE LINE OF E-W ROAD, 29 FEET S OF CENTER LINE OF E-W
 PR0852'ROAD WHERE THE ROAD CROSSES THE HIGHEST GROUND.  THE MARK
 PR0852'PROJECTS 4 INCHES.
 PR0852'
 PR0852'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0852'BRONZE DISKS SET IN CONCRETE.
 PR0852'
 PR0852'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE S EDGE OF A
 PR0852'CULTIVATED FIELD, 2 FEET N RIGHT-OF-WAY FENCE LINE OF E-W
 PR0852'ROAD AND 30 FEET N OF CENTER LINE OF THE SAME ROAD.  THE MARK
 PR0852'PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE STATION
 PR0852'ON THE S EDGE OF A CULTIVATED FIELD, 2 FEET N OF N RIGHT-OF-WAY
 PR0852'FENCE OF E-W ROAD AND 30 FEET N OF THE CENTER LINE OF THE
 PR0852'SAME ROAD.  THE MARK PROJECTS 6 INCHES.
 PR0852'
 PR0852'THE AZIMUTH MARK IS E OF THE STATION ON THE N EDGE OF ROAD
 PR0852'RIGHT-OF-WAY, 2.5 FEET S OF N RIGHT-OF-WAY FENCE LINE OF E-W
 PR0852'ROAD, 27 FEET N OF THE CENTER LINE OF THE SAME ROAD AND 8 FEET
 PR0852'W OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES.
 PR0852'
 PR0852'THE STATION IS REACHED FROM THOMAS BY GOING W 4.0 MILES FROM
 PR0852'SECTION CROSSROADS AT SCHOOL BUILDING TO ANOTHER GRAVEL
 PR0852'CROSSROADS.  (THIS CROSS ROAD IS 4.5 MILES E ALONG SAME ROAD
 PR0852'FROM HAZEL.) HERE GO S 1.0 MILE TO DIRT CROSSROADS AND TURN
 PR0852'W 0.45 MILE TO STATION ON LEFT.
 PR0852'
 PR0852'A LIGHT 74 FEET ABOVE STATION KAMPESKA IS VISIBLE FROM THE
 PR0852'GROUND.
 PR0852'
 PR0852'A LIGHT 87 FEET ABOVE STATION ELFRING-1903 COMES INTO VIEW
 PR0852'20 FEET ABOVE THE GROUND.
 PR0852'
 PR0852'A LIGHT 74 FEET ABOVE STATION HORSWILL-1903 IS VISIBLE FROM
 PR0852'THE GROUND.
 PR0852'
 PR0852'A LIGHT 87 FEET ABOVE STATION NAPLES COMES INTO VIEW 50 FEET
 PR0852'ABOVE THE GROUND.
 PR0852'
 PR0852'A LIGHT 87 FEET ABOVE STATION HENRY IS VISIBLE FROM THE
 PR0852'GROUND.
 PR0852'
 PR0852'DISTANCE BETWEEN REFERENCE MARKS IS 164.50 FEET.
 PR0852
 PR0852                          STATION RECOVERY (1975)
 PR0852
 PR0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PR0852'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 PR0852'FOUND IN POOR CONDITION.  BADGERS HAD DUG HOLES AROUND THE STATION
 PR0852'AND REFERENCE MARKS, THE AZIMUTH MARK WAS PROJECTING ABOUT 2 FEET
 PR0852'ABOVE GROUND DUE TO GRADING OPERATIONS.  REFERENCE MARK NO. 1 WAS
 PR0852'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 PR0852'TO BE IN PLUMB OVER THE UNDERGROUND STATION MARK, THE POSITION WAS
 PR0852'HELD AND BOTH MARKS REMOVED, A NEW UNDERGROUND STATION MARK
 PR0852'WAS SET LOWER AND A NEW SURFACE STATION MARK WAS PLUMBED OVER IT
 PR0852'AND SET FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 WAS RESET
 PR0852'AND RE-STAMPED FOR USE AS REFERENCE MARK NO. 3.  A NEW AZIMUTH MARK
 PR0852'WAS SET.  POLARIS WAS OBSERVED AS OTHER STATIONS WERE NOT
 PR0852'VISIBLE AT THIS TIME.
 PR0852'
 PR0852'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF WATERTOWN, 4-1/2
 PR0852'MILES WEST AND 1 MILE SOUTH OF THOMAS, 4 MILES EAST AND 1 MILE SOUTH
 PR0852'OF HAZEL, ON THE RIGHT-OF-WAY OF AN EAST-WEST GRADED TOWN ROAD, THE
 PR0852'STATION MARK IS IN SEC. 27, T 115 N, R 54 W.  THE AZIMUTH MARK IS
 PR0852'AT THE SOUTHEAST CORNER OF THE FARMSTEAD OWNED BY MR. W.H.
 PR0852'MCNAMARA.
 PR0852'
 PR0852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND THE
 PR0852'MAIN STREET LEADING INTO HAZEL, GO EAST ON HIGHWAY 22 FOR 4.5 MILES
 PR0852'TO THE CROSSROAD INTERSECTION WITH COUNTY ROAD 21, TURN RIGHT AND
 PR0852'GO SOUTH ON COUNTY ROAD 21 FOR 1.0 MILE TO A GRADED CROSSROAD,
 PR0852'TURN RIGHT AND GO WEST 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 PR0852'AS DESCRIBED, CONTINUE WEST ON THE GRADED ROAD 0.35 MILE TO THE
 PR0852'CREST OF A LOW RISE AND THE STATION AS DESCRIBED.
 PR0852'
 PR0852'THE STATION MARK IS A STANDARD DISK STAMPED HAZEL 1935 1975, SET
 PR0852'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 PR0852'IS 262 FEET EAST OF A FENCE CORNER, 28 FEET SOUTH OF THE CENTER OF
 PR0852'THE ROAD, 5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 1.8
 PR0852'FEET EAST OF A METAL WITNESS POST.
 PR0852'
 PR0852'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HAZEL NO 1 1935, SET
 PR0852'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 PR0852'IT IS 350 FEET EAST OF A T FENCE CORNER, 30 FEET NORTH OF THE
 PR0852'CENTER OF THE ROAD, AND 5 FEET SOUTH OF A METAL WITNESS POST.
 PR0852'
 PR0852'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HAZEL 1935 NO 3
 PR0852'1975, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PR0852'6-INCHES.  IT IS 195 FEET EAST OF A T FENCE CORNER, 34 FEET NORTH
 PR0852'OF THE CENTER OF THE ROAD, AND 1.5 FEET SOUTH OF THE NORTH R.O.W.
 PR0852'FENCE.
 PR0852'
 PR0852'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HAZEL
 PR0852'1935 AZIMUTH 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND
 PR0852'IS FLUSH WITH THE GROUND SURFACE, 198 FEET EAST OF THE CENTER OF A
 PR0852'FARM DRIVEWAY, 82 FEET WEST OF A FIELD ENTRANCE, 34 FEET NORTH OF
 PR0852'CENTER OF ROAD AND 1.2 FEET WEST OF METAL WITNESS POST.
 PR0852'
 PR0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 PR0852'HAZEL.
 PR0852
 PR0852                          STATION RECOVERY (2014)
 PR0852
 PR0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2014 (CS)
 PR0852'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0919 ***********************************************************************
 OR0919  DESIGNATION -  HEATH
 OR0919  PID         -  OR0919
 OR0919  STATE/COUNTY-  SD/TRIPP
 OR0919  COUNTRY     -  US
 OR0919  USGS QUAD   -  WEWELA (2017)
 OR0919
 OR0919                         *CURRENT SURVEY CONTROL
 OR0919  ______________________________________________________________________
 OR0919* NAD 83(1996) POSITION- 43 05 07.13376(N) 099 46 51.06149(W)   ADJUSTED
 OR0919* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 OR0919  ______________________________________________________________________
 OR0919  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 OR0919  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC18
 OR0919  HORZ ORDER      -  FIRST
 OR0919
 OR0919.The horizontal coordinates were established by classical geodetic methods
 OR0919.and adjusted by the National Geodetic Survey in January 1998.
 OR0919
 OR0919.The orthometric height was scaled from a topographic map.
 OR0919
 OR0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0919.GEOID18 height accuracy estimate available here.
 OR0919
 OR0919.Click photographs - Photos may exist for this station.
 OR0919
 OR0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0919
 OR0919. The following values were computed from the NAD 83(1996) position.
 OR0919
 OR0919;                    North         East     Units Scale Factor Converg.
 OR0919;SPC SD S     -    83,688.292   644,985.026   MT  0.99994987   +0 22 52.1
 OR0919;SPC SD S     -   274,567.34  2,116,088.37   sFT  0.99994987   +0 22 52.1
 OR0919;UTM  14      - 4,770,584.797   436,442.163   MT  0.99964969   -0 32 00.3
 OR0919
 OR0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0919!SPC SD S     -   0.99988791  x   0.99994987  =   0.99983778
 OR0919!UTM  14      -   0.99988791  x   0.99964969  =   0.99953763
 OR0919
 OR0919:                Primary Azimuth Mark                     Grid Az
 OR0919:SPC SD S     -  HEATH AZ MK                              059 13 00.9
 OR0919:UTM  14      -  HEATH AZ MK                              060 07 53.3
 OR0919
 OR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3644270584(NAD 83)
 OR0919
 OR0919|---------------------------------------------------------------------|
 OR0919| PID    Reference Object                     Distance      Geod. Az  |
 OR0919|                                                           dddmmss.s |
 OR0919| OR0909 COLOME MUNICIPAL TANK               APPROX.20.1 KM 0135825.0 |
 OR0919| CO3664 HEATH AZ MK                                        0593553.0 |
 OR0919| OR0918 HOPE LUTHERAN CHURCH CUPOLA         APPROX. 1.0 KM 0604031.6 |
 OR0919| CO3665 HEATH RM 1                                         19720     |
 OR0919| CO3666 HEATH RM 2                           26.826 METERS 34221     |
 OR0919|---------------------------------------------------------------------|
 OR0919
 OR0919                          SUPERSEDED SURVEY CONTROL
 OR0919
 OR0919  NAD 83(1995)-  43 05 07.13336(N)    099 46 51.06192(W) AD(       ) 1
 OR0919  NAD 83(1986)-  43 05 07.13987(N)    099 46 51.07277(W) AD(       ) 1
 OR0919  NAD 27      -  43 05 07.12200(N)    099 46 49.66100(W) AD(       ) 1
 OR0919
 OR0919.Superseded values are not recommended for survey control.
 OR0919
 OR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0919.See file dsdata.pdf to determine how the superseded data were derived.
 OR0919
 OR0919_MARKER: DS = TRIANGULATION STATION DISK
 OR0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0919_STAMPING: HEATH 1936
 OR0919_MARK LOGO: CGS
 OR0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0919+STABILITY: SURFACE MOTION
 OR0919
 OR0919  HISTORY     - Date     Condition        Report By
 OR0919  HISTORY     - 1936     MONUMENTED       CGS
 OR0919
 OR0919                          STATION DESCRIPTION
 OR0919
 OR0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0919'STATION IS 4.5 MILES NORTH OF WEWELA, S. DAK., 5 MILES NORTH
 OR0919'OF STATE LINE, IN A LARGE GRASSY PASTURE THE PROPERTY OF
 OR0919'KEOGH AND HEATH.
 OR0919'
 OR0919'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 83 AND 18
 OR0919'(ABOUT 1-1/2 MILES SOUTH OF COLOME).  TAKE U.S. 83 SOUTH FOR
 OR0919'12.0 MILES, TURN WEST FOR 1.0 MILE AND THEN SOUTH FOR 0.5 MILE
 OR0919'TO THE HOPE LUTHERAN CHURCH.  TURN RIGHT (WEST) THROUGH TWO
 OR0919'GATES INTO PASTURE AND FOLLOW FARM ROAD FOR 0.5 MILE SOUTHWEST
 OR0919'TO STATION.  STATION IS 27 FEET EAST OF THE NORTH-SOUTH FENCE
 OR0919'ON WEST SIDE OF PASTURE, 75 PACES NORTH OF GATE IN SAME FENCE
 OR0919'OR CENTERLINE OF ROAD LEADING TO STATION.  MARK PROJECTS ABOUT
 OR0919'3 INCHES.
 OR0919'
 OR0919'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT EAST OF THE WESTERLY
 OR0919'FENCE, SOUTH-SOUTHWEST OF THE STATION AND PROJECTS ABOUT 5 INCHES.
 OR0919'
 OR0919'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION AND ABOUT
 OR0919'1 FOOT EAST OF SAME FENCE, PROJECTING 5 INCHES.
 OR0919'
 OR0919'AZIMUTH MARK IS NORTHEAST OF STATION, DIRECTLY OPPOSITE AND
 OR0919'ACROSS THE ROAD FROM THE FRONT OF THE HOPE LUTHERAN CHURCH, 1 FOOT
 OR0919'WEST OF THE NORTH-SOUTH FENCE LINE AND 9 PACES NORTH OF THE
 OR0919'CENTER OF THE GATE ENTRANCE TO PASTURE.  MARK PROJECTS ABOUT
 OR0919'6 INCHES.
 OR0919'
 OR0919'ALL STATIONS VISIBLE FROM A 64-FOOT TOWER.
 OR0919'
 OR0919'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0919'BRONZE DISKS SET AS DESCRIBED.
 OR0919'
 OR0919'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0889 ***********************************************************************
 OR0889  DESIGNATION -  HEATON
 OR0889  PID         -  OR0889
 OR0889  STATE/COUNTY-  SD/CHARLES MIX
 OR0889  COUNTRY     -  US
 OR0889  USGS QUAD   -  LUCAS NW (2017)
 OR0889
 OR0889                         *CURRENT SURVEY CONTROL
 OR0889  ______________________________________________________________________
 OR0889* NAD 83(1996) POSITION- 43 26 49.19087(N) 099 07 43.49735(W)   ADJUSTED
 OR0889* NAVD 88 ORTHO HEIGHT -   556.    (meters)     1824.    (feet) SCALED
 OR0889  ______________________________________________________________________
 OR0889  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 OR0889  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 OR0889  HORZ ORDER      -  SECOND
 OR0889
 OR0889.The horizontal coordinates were established by classical geodetic methods
 OR0889.and adjusted by the National Geodetic Survey in January 1998.
 OR0889
 OR0889.The orthometric height was scaled from a topographic map.
 OR0889
 OR0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0889.GEOID18 height accuracy estimate available here.
 OR0889
 OR0889.Click photographs - Photos may exist for this station.
 OR0889
 OR0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0889
 OR0889. The following values were computed from the NAD 83(1996) position.
 OR0889
 OR0889;                    North         East     Units Scale Factor Converg.
 OR0889;SPC SD S     -   124,424.953   697,495.873   MT  0.99991132   +0 49 51.5
 OR0889;SPC SD S     -   408,217.53  2,288,367.71   sFT  0.99991132   +0 49 51.5
 OR0889;UTM  14      - 4,810,463.100   489,582.251   MT  0.99960133   -0 05 18.7
 OR0889
 OR0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0889!SPC SD S     -   0.99991688  x   0.99991132  =   0.99982821
 OR0889!UTM  14      -   0.99991688  x   0.99960133  =   0.99951825
 OR0889
 OR0889:                Primary Azimuth Mark                     Grid Az
 OR0889:SPC SD S     -  BRICKKILN                                230 26 17.0
 OR0889:UTM  14      -  BRICKKILN                                231 21 27.2
 OR0889
 OR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8958210463(NAD 83)
 OR0889
 OR0889|---------------------------------------------------------------------|
 OR0889| PID    Reference Object                     Distance      Geod. Az  |
 OR0889|                                                           dddmmss.s |
 OR0889| OR0887 BRICKKILN                           APPROX. 8.9 KM 2311608.5 |
 OR0889|---------------------------------------------------------------------|
 OR0889
 OR0889                          SUPERSEDED SURVEY CONTROL
 OR0889
 OR0889  NAD 83(1995)-  43 26 49.19087(N)    099 07 43.50008(W) AD(       ) 2
 OR0889  NAD 83(1986)-  43 26 49.19331(N)    099 07 43.50648(W) AD(       ) 2
 OR0889  NAD 27      -  43 26 49.19400(N)    099 07 42.17900(W) AD(       ) 2
 OR0889  MORC        -  43 26 46.83000(N)    099 07 42.65000(W) AD(       ) 3
 OR0889
 OR0889.Superseded values are not recommended for survey control.
 OR0889
 OR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0889.See file dsdata.pdf to determine how the superseded data were derived.
 OR0889
 OR0889_MARKER: Z = SEE DESCRIPTION
 OR0889_SETTING: 0 = UNSPECIFIED SETTING
 OR0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0889
 OR0889  HISTORY     - Date     Condition        Report By
 OR0889  HISTORY     - 1889     MONUMENTED       MORC
 OR0889  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0889
 OR0889                          STATION DESCRIPTION
 OR0889
 OR0889'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0889'HEATON IS ON LEFT BANK, ON A SMALL RIDGE 600 FEET LONG AND 75
 OR0889'FEET WIDE AT SUMMIT, 2-1/2 MILES BACK FROM RIVER.  HIGHEST
 OR0889'LAND IN THE VICINITY.  NEAR HOUSE OF W.H. AND C.C. HEATON.
 OR0889
 OR0889                          STATION RECOVERY (1971)
 OR0889
 OR0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RPS)
 OR0889'MARK WAS NOT FOUND BECAUSE OF INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0772 ***********************************************************************
 OT0772  DESIGNATION -  HECK
 OT0772  PID         -  OT0772
 OT0772  STATE/COUNTY-  SD/PENNINGTON
 OT0772  COUNTRY     -  US
 OT0772  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0772
 OT0772                         *CURRENT SURVEY CONTROL
 OT0772  ______________________________________________________________________
 OT0772* NAD 83(1996) POSITION- 43 44 25.90639(N) 102 30 37.09931(W)   ADJUSTED
 OT0772* NAVD 88 ORTHO HEIGHT -   925.    (meters)     3035.    (feet) SCALED
 OT0772  ______________________________________________________________________
 OT0772  GEOID HEIGHT    -        -18.282 (meters)                     GEOID18
 OT0772  LAPLACE CORR    -         -7.80  (seconds)                    DEFLEC18
 OT0772  HORZ ORDER      -  SECOND
 OT0772
 OT0772.The horizontal coordinates were established by classical geodetic methods
 OT0772.and adjusted by the National Geodetic Survey in January 1998.
 OT0772
 OT0772.The orthometric height was scaled from a topographic map.
 OT0772
 OT0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0772.GEOID18 height accuracy estimate available here.
 OT0772
 OT0772.Click photographs - Photos may exist for this station.
 OT0772
 OT0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0772
 OT0772. The following values were computed from the NAD 83(1996) position.
 OT0772
 OT0772;                    North         East     Units Scale Factor Converg.
 OT0772;SPC SD S     -   158,625.540   424,670.236   MT  0.99990914   -1 30 06.4
 OT0772;SPC SD S     -   520,423.96  1,393,272.27   sFT  0.99990914   -1 30 06.4
 OT0772;UTM  13      - 4,846,067.207   700,479.765   MT  1.00009438   +1 43 19.0
 OT0772
 OT0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0772!SPC SD S     -   0.99985776  x   0.99990914  =   0.99976692
 OT0772!UTM  13      -   0.99985776  x   1.00009438  =   0.99995213
 OT0772
 OT0772:                Primary Azimuth Mark                     Grid Az
 OT0772:SPC SD S     -  HECK AZ MK                               189 32 37.6
 OT0772:UTM  13      -  HECK AZ MK                               186 19 12.2
 OT0772
 OT0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0047946067(NAD 83)
 OT0772
 OT0772|---------------------------------------------------------------------|
 OT0772| PID    Reference Object                     Distance      Geod. Az  |
 OT0772|                                                           dddmmss.s |
 OT0772| CQ3943 HECK RM 1                             7.282 METERS 14810     |
 OT0772| CQ3942 HECK AZ MK                                         1880231.2 |
 OT0772| CQ3944 HECK RM 2                             7.266 METERS 24547     |
 OT0772|---------------------------------------------------------------------|
 OT0772
 OT0772                          SUPERSEDED SURVEY CONTROL
 OT0772
 OT0772  NAD 83(1995)-  43 44 25.90195(N)    102 30 37.09846(W) AD(       ) 2
 OT0772  NAD 83(1993)-  43 44 25.89602(N)    102 30 37.10197(W) AD(       ) 2
 OT0772  NAD 83(1986)-  43 44 25.89581(N)    102 30 37.10600(W) AD(       ) 2
 OT0772  NAD 27      -  43 44 25.92120(N)    102 30 35.48100(W) AD(       ) 2
 OT0772
 OT0772.Superseded values are not recommended for survey control.
 OT0772
 OT0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0772.See file dsdata.pdf to determine how the superseded data were derived.
 OT0772
 OT0772_MARKER: DS = TRIANGULATION STATION DISK
 OT0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0772_STAMPING: HECK 1936
 OT0772_MARK LOGO: CGS
 OT0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0772+STABILITY: SURFACE MOTION
 OT0772
 OT0772  HISTORY     - Date     Condition        Report By
 OT0772  HISTORY     - 1936     MONUMENTED       CGS
 OT0772
 OT0772                          STATION DESCRIPTION
 OT0772
 OT0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0772'STATION IS ABOUT 3-1/2 MILES AIRLINE AND 5-1/2 MILES BY
 OT0772'ROAD SOUTHEAST OF SCENIC, AT NORTHEAST POINT OF LONG,
 OT0772'GRASS-TOPPED MESA, OVERLOOKING DEEP GULLY (RUNNING NORTHWEST
 OT0772'AND SOUTHEAST), 15 FEET SOUTHWEST OF RIM OF MESA AND GULLY
 OT0772'BANK, ABOUT 1-1/4 MILES WEST OF NORTHWEST-NORTHEAST CURVE IN
 OT0772'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACKS,
 OT0772'ABOUT 1 MILE EAST OF IMPROVED ROAD LEADING SOUTH OUT OF SCENIC.
 OT0772'THE MARK PROJECTS 4 INCHES.
 OT0772'
 OT0772'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.  THE MARK PROJECTS
 OT0772'3 INCHES.
 OT0772'
 OT0772'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  THE MARK PROJECTS
 OT0772'2 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 35.92
 OT0772'FEET.
 OT0772'
 OT0772'TO REACH THE STATION FROM THE RAILROAD TRACKS IN SCENIC,
 OT0772'GO SOUTH ON IMPROVED ROAD FOR 3.5 MILES TO WHERE THE ROAD
 OT0772'PASSES BETWEEN TWO LOW BUTTES CLOSE TOGETHER.  LEAVE ROAD,
 OT0772'SWING AROUND SOUTH END OF BUTTE, ON THE EAST, AND GO GENERALLY
 OT0772'EAST (NO ROAD) FOR 0.75 MILE TO ROAD LEADING SOUTHEAST THROUGH
 OT0772'PASTURE.  FOLLOW THIS ROAD SOUTHEAST FOR 0.2 MILE TO Y.  TAKE
 OT0772'LEFT FORK AND GO EAST TOWARDS SOUTH END OF LONG MESA FOR
 OT0772'0.2 MILE TO BASE OF MESA AND ROAD LEADING EAST TO TOP.  GO
 OT0772'EAST TO TOP (0.2 MILE OF STEEP GRADE), THEN GO
 OT0772'NORTH-NORTHEAST TO RIM OF MESA AND STATION.
 OT0772'
 OT0772'SIGNALS SHOWN FROM THE GROUND AT TAYLOR 1934, SHEEP AND HART
 OT0772'ARE VISIBLE AT THE GROUND AT THIS STATION.
 OT0772'
 OT0772'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0772'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1143 ***********************************************************************
 PT1143  DESIGNATION -  HEEB
 PT1143  PID         -  PT1143
 PT1143  STATE/COUNTY-  SD/HAAKON
 PT1143  COUNTRY     -  US
 PT1143  USGS QUAD   -  MULE CREEK (2017)
 PT1143
 PT1143                         *CURRENT SURVEY CONTROL
 PT1143  ______________________________________________________________________
 PT1143* NAD 83(1996) POSITION- 44 18 26.47050(N) 101 23 16.84019(W)   ADJUSTED
 PT1143* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 PT1143  ______________________________________________________________________
 PT1143  GEOID HEIGHT    -        -21.762 (meters)                     GEOID18
 PT1143  LAPLACE CORR    -         -6.58  (seconds)                    DEFLEC18
 PT1143  HORZ ORDER      -  THIRD
 PT1143
 PT1143.The horizontal coordinates were established by classical geodetic methods
 PT1143.and adjusted by the National Geodetic Survey in January 1998.
 PT1143
 PT1143.The orthometric height was scaled from a topographic map.
 PT1143
 PT1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1143.GEOID18 height accuracy estimate available here.
 PT1143
 PT1143.Click photographs - Photos may exist for this station.
 PT1143
 PT1143.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1143
 PT1143. The following values were computed from the NAD 83(1996) position.
 PT1143
 PT1143;                    North         East     Units Scale Factor Converg.
 PT1143;SPC SD S     -   219,839.155   515,850.226   MT  0.99997919   -0 43 39.3
 PT1143;SPC SD S     -   721,255.63  1,692,418.62   sFT  0.99997919   -0 43 39.3
 PT1143;UTM  14      - 4,908,784.109   309,533.029   MT  1.00004617   -1 40 06.8
 PT1143
 PT1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1143!SPC SD S     -   0.99988387  x   0.99997919  =   0.99986306
 PT1143!UTM  14      -   0.99988387  x   1.00004617  =   0.99993004
 PT1143
 PT1143:                Primary Azimuth Mark                     Grid Az
 PT1143:SPC SD S     -  HEEB AZ MK                               065 53 11.4
 PT1143:UTM  14      -  HEEB AZ MK                               066 49 38.9
 PT1143
 PT1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0953308784(NAD 83)
 PT1143
 PT1143|---------------------------------------------------------------------|
 PT1143| PID    Reference Object                     Distance      Geod. Az  |
 PT1143|                                                           dddmmss.s |
 PT1143| CQ3945 HEEB AZ MK                                         0650932.1 |
 PT1143| CQ3946 HEEB RM 1                            12.708 METERS 07957     |
 PT1143| CQ3947 HEEB RM 2                            12.684 METERS 16735     |
 PT1143|---------------------------------------------------------------------|
 PT1143
 PT1143                          SUPERSEDED SURVEY CONTROL
 PT1143
 PT1143  NAD 83(1986)-  44 18 26.46384(N)    101 23 16.84366(W) AD(       ) 3
 PT1143  NAD 27      -  44 18 26.51600(N)    101 23 15.33500(W) AD(       ) 3
 PT1143
 PT1143.Superseded values are not recommended for survey control.
 PT1143
 PT1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1143.See file dsdata.pdf to determine how the superseded data were derived.
 PT1143
 PT1143_MARKER: DS = TRIANGULATION STATION DISK
 PT1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1143_STAMPING: HEEB 1952
 PT1143_MARK LOGO: CGS
 PT1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1143+STABILITY: SURFACE MOTION
 PT1143
 PT1143  HISTORY     - Date     Condition        Report By
 PT1143  HISTORY     - 1952     MONUMENTED       CGS
 PT1143
 PT1143                          STATION DESCRIPTION
 PT1143
 PT1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1143'THE STATION IS IN SECTION 18, T 4 N, R 23 W, ABOUT 5 MILES
 PT1143'NORTH AND 2 MILES WEST OF THE SMALL SETTLEMENT OF OTTUMWA,
 PT1143'18-1/2 MILES NORTH AND 5 MILES EAST OF POWELL, 18 FEET SOUTH
 PT1143'OF THE CENTER OF A TRACK ROAD AND ON THE PROPERTY OF MR.
 PT1143'FLOYD HEEB.
 PT1143'
 PT1143'TO REACH THE STATION FROM THE POST OFFICE IN NOWLIN, GO NORTH
 PT1143'AND WEST ON THE MAIN GRAVELED ROAD FOR 1.6 MILES TO U.S.
 PT1143'HIGHWAY 14, TURN LEFT (WEST) AND GO 0.85 MILE TO A T-ROAD ON
 PT1143'THE RIGHT, TURN RIGHT (NORTH) AND GO 12.1 MILES TO A T-ROAD
 PT1143'RIGHT ON THE WEST SIDE OF OTTUMWA, CONTINUE NORTH FOR 2.5
 PT1143'MILES TO A POINT WHERE THE MAIN ROAD TURNS LEFT, TURN LEFT
 PT1143'AND GO 1.0 MILE TO A POINT WHERE THE MAIN ROAD TURNS RIGHT,
 PT1143'TURN RIGHT (NORTH) AND GO NORTH AND WEST FOR 3.25 MILES TO THE
 PT1143'TOP OF THE RIDGE AND A TRACK ROAD ON THE LEFT, TURN LEFT AND
 PT1143'GO .05 MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT,
 PT1143'CONTINUE WEST AND SOUTHWEST ON THE TRACK ROAD FOR 0.6 MILE TO
 PT1143'THE TOP OF THE RIDGE AND THE STATION ON THE LEFT AS
 PT1143'DESCRIBED ABOVE.
 PT1143'
 PT1143'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1143'HEEB 1952.
 PT1143'
 PT1143'REFERENCE MARK 1 IS 21 FEET SOUTH OF THE CENTER OF THE TRACK
 PT1143'ROAD.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 PT1143'HEEB NO 1 1952.
 PT1143'
 PT1143'REFERENCE MARK 2 IS 53 FEET SOUTH OF THE CENTER OF THE TRACK
 PT1143'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PT1143'HEEB NO 2 1952.
 PT1143'
 PT1143'THE AZIMUTH MARK IS 10 FEET SOUTH OF THE CENTER OF THE TRACK
 PT1143'ROAD AND 2 FEET SOUTHWEST OF A GATE POST.  THE MARK PROJECTS
 PT1143'5 INCHES AND THE DISK IS STAMPED HEEB 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0404 ***********************************************************************
 QQ0404  DESIGNATION -  HELGEN
 QQ0404  PID         -  QQ0404
 QQ0404  STATE/COUNTY-  SD/CODINGTON
 QQ0404  COUNTRY     -  US
 QQ0404  USGS QUAD   -  STILL LAKE (2017)
 QQ0404
 QQ0404                         *CURRENT SURVEY CONTROL
 QQ0404  ______________________________________________________________________
 QQ0404* NAD 83(1996) POSITION- 45 04 31.67672(N) 097 14 24.41634(W)   ADJUSTED
 QQ0404* NAVD 88 ORTHO HEIGHT -   593.4   (meters)     1947.    (feet) VERTCON3
 QQ0404  ______________________________________________________________________
 QQ0404  GEOID HEIGHT    -        -25.174 (meters)                     GEOID18
 QQ0404  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 QQ0404  HORZ ORDER      -  FIRST
 QQ0404
 QQ0404.The horizontal coordinates were established by classical geodetic methods
 QQ0404.and adjusted by the National Geodetic Survey in January 1998.
 QQ0404
 QQ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0404
 QQ0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0404.GEOID18 height accuracy estimate available here.
 QQ0404
 QQ0404.Click photographs - Photos may exist for this station.
 QQ0404
 QQ0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0404
 QQ0404. The following values were computed from the NAD 83(1996) position.
 QQ0404
 QQ0404;                    North         East     Units Scale Factor Converg.
 QQ0404;SPC SD N     -   141,732.634   817,266.998   MT  0.99993920   +1 57 11.8
 QQ0404;SPC SD N     -   465,001.15  2,681,316.81   sFT  0.99993920   +1 57 11.8
 QQ0404;UTM  14      - 4,992,840.283   638,523.582   MT  0.99983595   +1 14 46.5
 QQ0404
 QQ0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0404!SPC SD N     -   0.99991092  x   0.99993920  =   0.99985012
 QQ0404!UTM  14      -   0.99991092  x   0.99983595  =   0.99974688
 QQ0404
 QQ0404:                Primary Azimuth Mark                     Grid Az
 QQ0404:SPC SD N     -  HELGEN RM AZIMUTH                        012 06 22.9
 QQ0404:UTM  14      -  HELGEN RM AZIMUTH                        012 48 48.2
 QQ0404
 QQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3852392840(NAD 83)
 QQ0404
 QQ0404|---------------------------------------------------------------------|
 QQ0404| PID    Reference Object                     Distance      Geod. Az  |
 QQ0404|                                                           dddmmss.s |
 QQ0404| CO5161 HELGEN RM AZIMUTH                                  0140334.7 |
 QQ0404| QQ0405 T119N R53W SEC 31 NE 1/4 NW CR      363.201 METERS 01404     |
 QQ0404| PR1015 KRANZBURG CATH CH SPIRE             APPROX.32.5 KM 1282720.7 |
 QQ0404| PR0825 WATERTOWN SMALL MUN STANDPIPE       APPROX.20.9 KM 1522956.5 |
 QQ0404| PR0831 WATERTOWN COURTHOUSE SPIRE          APPROX.21.8 KM 1531414.5 |
 QQ0404| PR0829 WATERTOWN METH CH SPIRE             APPROX.22.0 KM 1532543.5 |
 QQ0404| CO5162 HELGEN RM 2                           8.133 METERS 23904     |
 QQ0404| QQ0409 FLORENCE PUBLIC SCHOOL BELFRY       APPROX. 7.5 KM 2513336.7 |
 QQ0404| QQ0410 FLORENCE IMMAC CONCEPT CATH CH      APPROX. 7.5 KM 2530621.1 |
 QQ0404| CO5163 HELGEN RM 3                           6.030 METERS 32353     |
 QQ0404|---------------------------------------------------------------------|
 QQ0404
 QQ0404                          SUPERSEDED SURVEY CONTROL
 QQ0404
 QQ0404  NAD 83(1986)-  45 04 31.67446(N)    097 14 24.40070(W) AD(       ) 1
 QQ0404  NAD 27      -  45 04 31.80700(N)    097 14 23.11400(W) AD(       ) 1
 QQ0404  USSD        -  45 04 31.96900(N)    097 14 23.55500(W) AD(       ) 3
 QQ0404  NGVD 29 (07/19/86)  593.1    (m)         1946.     (f) VERT ANG       
 QQ0404
 QQ0404.Superseded values are not recommended for survey control.
 QQ0404
 QQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0404.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0404
 QQ0404_MARKER: N = NAIL
 QQ0404_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QQ0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0404
 QQ0404  HISTORY     - Date     Condition        Report By
 QQ0404  HISTORY     - 1903     MONUMENTED       CGS
 QQ0404  HISTORY     - 1935     GOOD             CGS
 QQ0404  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QQ0404  HISTORY     - 1962     GOOD             CGS
 QQ0404  HISTORY     - 1971     GOOD             LOCENG
 QQ0404
 QQ0404                          STATION DESCRIPTION
 QQ0404
 QQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 QQ0404'SITUATED IN ABOUT THE CENTER OF THE N. 1/2 SEC. 31, T. 119 N.,
 QQ0404'R. 53 W., ON LAND BELONGING TO FRED MUGG.  IT IS ON THE HIGHEST
 QQ0404'HILL OF THE RANGE.  THE STATION IS MARKED AS FOLLOWS--THE
 QQ0404'SUBSURFACE MARK IS A 15-INCH PIECE OF TILE, WITH A FORTY-PENNY
 QQ0404'NAIL SET IN CEMENT 2-1/2 FEET BELOW THE SURFACE OF THE GROUND.
 QQ0404'THE SURFACE MARK AND REFERENCE MARK ARE SIMILAR TO THOSE
 QQ0404'DESCRIBED., THE REFERENCE MARK BEING IN THE
 QQ0404'CENTER OF THE NORTH SIDE OF THE SECTION (31), 0.71 METER FROM
 QQ0404'THE CORNER, AND 362.447 METERS FROM THE STATION
 QQ0404'N 14 DEG 04 MIN E.  IT IS 18.33 METERS LOWER IN
 QQ0404'ELEVATION THAN THE STATION.  THE QUARTER-SECTION CORNER ON
 QQ0404'THE NORTH SIDE OF THIS SECTION IS CONNECTED WITH THE STATION.
 QQ0404'THE FOLLOWING BEARINGS AND DISTANCES ARE FROM THE TRIANGULATION
 QQ0404'STATION--BEN WESNINGERS WINDMILL TOWER, S 06 DEG 56 MIN W,
 QQ0404'ABOUT 1 MILE.  SENECA HARRIETS HOUSE OR HELGEN POST OFFICE
 QQ0404'CHIMNEY, N 56 DEG 47 MIN W, ABOUT 1 MILE.  WINDMILL TOWER AT
 QQ0404'FRED MUGGS BARN, S 64 DEG 30 MIN E, ABOUT 450 METERS.
 QQ0404
 QQ0404                          STATION RECOVERY (1935)
 QQ0404
 QQ0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0404'STATION RECOVERED AND FOUND IN GOOD CONDITION.  SURFACE MARK
 QQ0404'IS A NAIL IN TILE FILLED WITH AND SET IN CONCRETE, FLUSH WITH
 QQ0404'THE SURFACE OF GROUND.  THE DESCRIPTION OF THE MARK IS STILL
 QQ0404'CORRECT EXCEPT THAT THE LAND BELONGS TO THE FRED MAAG ESTATE
 QQ0404'AND IS OCCUPIED BY ED. MAAG.
 QQ0404'
 QQ0404'REFERENCE MARK IS A NAIL IN TILE FILLED WITH AND SET IN CONCRETE,
 QQ0404'BURIED ABOUT 1 INCH AT EDGE OF EARTH MOUND MARKING NORTH
 QQ0404'QUARTER-CORNER OF SECTION 31, IN ROAD RIGHT-OF-WAY, 9 FEET SOUTH
 QQ0404'OF CENTER LINE OF TRAIL, 8.7 FEET NORTH OF A WIRE FENCE, AND 2.2
 QQ0404'FEET SOUTH OF AN IRON PIPE IN THE CENTER OF THE EARTH MOUND.
 QQ0404'
 QQ0404'AZIMUTH MARKS--SEC. 31, NORTH 1/4-CORNER MARK IS STILL GOOD.
 QQ0404'ED MAAGS WINDMILL TOWER IS NOW ON ANOTHER WELL, THE OLD WELL STILL
 QQ0404'HAVING A PUMP BUT NO TOWER, WENSINGS WINDMILL TOWER AND SENECA
 QQ0404'HARRIETTS HOUSE, CHIMNEY, NO LONGER EXIST.
 QQ0404
 QQ0404                          STATION RECOVERY (1952)
 QQ0404
 QQ0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0404'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED,
 QQ0404'AND BOTH MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARKS 2
 QQ0404'AND 3 WERE ESTABLISHED BY THIS PARTY.  A COMPLETE DESCRIPTION
 QQ0404'FOLLOWS--
 QQ0404'
 QQ0404'THE STATION IS ABOUT 13 MILES NORTH-NORTHWEST OF WATERTOWN,
 QQ0404'4-1/2 MILES EAST-NORTHEAST OF FLORENCE, 0.5 MILE NORTHWEST OF
 QQ0404'MAAGS FARMHOUSE, AND 9 FEET EAST-SOUTHEAST OF A 4 X 4 INCH
 QQ0404'WITNESS POST.
 QQ0404'
 QQ0404'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 QQ0404'THE MAIN STREET AT THE EAST EDGE OF FLORENCE, GO SOUTHEAST ON
 QQ0404'HIGHWAY 20 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QQ0404'EAST ON A GRAVELED ROAD FOR 0.5 MILE TO A T-INTERSECTION, TURN
 QQ0404'LEFT AND GO NORTH FOR 0.75 MILE TO A CROSS ROAD, TURN RIGHT
 QQ0404'AND GO EAST FOR 4.0 MILES TO A CROSS ROAD, TURN LEFT AND GO
 QQ0404'NORTH FOR 0.6 MILE TO A FARM ROAD LEFT, TURN LEFT AND GO WEST
 QQ0404'FOR 0.3 MILE TO A WIRE GATE AT THE NORTHEAST CORNER OF MAAGS
 QQ0404'BARN, PASS THROUGH GATE AND GO NORTH AND WEST ACROSS COUNTRY
 QQ0404'FOR 0.5 MILE TO THE HIGHEST POINT OF BUTTE AND STATION.
 QQ0404'
 QQ0404'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 QQ0404'FOR 0.3 MILE TO A WIRE FENCE AND AZIMUTH MARK AS DESCRIBED.
 QQ0404'
 QQ0404'THE STATION MARK IS A CONCRETE-FILLED TILE CYLINDER WITH A NAIL
 QQ0404'SET IN THE CENTER.  IT IS FLUSH WITH THE GROUND, AND MARKED IN
 QQ0404'THE CONCRETE IS USC AND GS 1903.
 QQ0404'
 QQ0404'REFERENCE MARK 1, USED AS THE AZIMUTH MARK, IS 30 FEET SOUTH
 QQ0404'OF A FENCE CORNER AND 9 FEET NORTH OF A WIRE FENCE.  IT IS A
 QQ0404'CONCRETE-FILLED TILE CYLINDER WITH A NAIL SET IN THE CENTER.
 QQ0404'IT IS 2 INCHES BELOW THE SURFACE OF THE GROUND, AND MARKED IN
 QQ0404'THE CONCRETE IS USC AND GS 1903.
 QQ0404'
 QQ0404'REFERENCE MARK 2 IS 20 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS
 QQ0404'POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED HELGEN
 QQ0404'NO 2 1903.
 QQ0404'
 QQ0404'REFERENCE MARK 3 IS 12 FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 QQ0404'THE MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED HELGEN NO
 QQ0404'3 1903.
 QQ0404
 QQ0404                          STATION RECOVERY (1962)
 QQ0404
 QQ0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 QQ0404'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 QQ0404'A NEW TO REACH FOLLOWS--
 QQ0404'
 QQ0404'TO REACH THE STATION FROM THE POST OFFICE IN FLORENCE, GO EAST
 QQ0404'ON THE MAIN STREET FOR 0.2 MILE TO STATE HIGHWAY NO. 20.  TURN
 QQ0404'RIGHT AND GO SOUTH ON STATE HIGHWAY NO. 20 FOR 0.1 MILE TO
 QQ0404'COUNTY ROAD NO. 4.  TURN LEFT AND GO EAST AND SOUTH ON COUNTY
 QQ0404'ROAD NO. 4 FOR 5.2 MILES TO CROSSROADS.  TURN LEFT AND GO EAST
 QQ0404'ON A GRAVEL ROAD FOR 0.65 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 QQ0404'LEFT AND GO WEST ON A TRACK ROAD FOR 0.2 MILE TO A HOUSE AND
 QQ0404'BARN.  CONTINUE WEST ON A TRACK ROAD AROUND THE SOUTH END OF
 QQ0404'THE BARN AND ALONG A CULTIVATED FIELD FOR 0.4 MILE TO A GATE IN
 QQ0404'A NORTH-SOUTH FENCE LINE.  PASS THROUGH THE GATE, TURN LEFT
 QQ0404'AND GO NORTH BETWEEN TWO BUTTES FOR 0.2 MILE TO THE BASE OF
 QQ0404'THE HIGHEST BUTTE.  TURN LEFT AND GO UPHILL FOR 0.05 MILE
 QQ0404'TO THE HIGHEST POINT OF THE BUTTE AND THE STATION.
 QQ0404
 QQ0404                          STATION RECOVERY (1971)
 QQ0404
 QQ0404'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 QQ0404'RECOVERED BY E.H. SCHMIDT CORPORATION.
 QQ0404'
 QQ0404'DESCRIPTION IS ADEQUATE.
 QQ0404'
 QQ0404'VERY GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0699 ***********************************************************************
 PS0699  DESIGNATION -  HELM
 PS0699  PID         -  PS0699
 PS0699  STATE/COUNTY-  SD/HAND
 PS0699  COUNTRY     -  US
 PS0699  USGS QUAD   -  MACS CORNER SE (2017)
 PS0699
 PS0699                         *CURRENT SURVEY CONTROL
 PS0699  ______________________________________________________________________
 PS0699* NAD 83(1996) POSITION- 44 17 05.65819(N) 099 18 01.44803(W)   ADJUSTED
 PS0699* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PS0699  ______________________________________________________________________
 PS0699  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 PS0699  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 PS0699  HORZ ORDER      -  SECOND
 PS0699
 PS0699.The horizontal coordinates were established by classical geodetic methods
 PS0699.and adjusted by the National Geodetic Survey in January 1998.
 PS0699
 PS0699.The orthometric height was scaled from a topographic map.
 PS0699
 PS0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0699.GEOID18 height accuracy estimate available here.
 PS0699
 PS0699.Click photographs - Photos may exist for this station.
 PS0699
 PS0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0699
 PS0699. The following values were computed from the NAD 83(1996) position.
 PS0699
 PS0699;                    North         East     Units Scale Factor Converg.
 PS0699;SPC SD N     -    50,421.486   655,843.728   MT  1.00002785   +0 29 42.5
 PS0699;SPC SD N     -   165,424.49  2,151,713.96   sFT  1.00002785   +0 29 42.5
 PS0699;SPC SD S     -   217,323.237   682,445.774   MT  0.99997455   +0 42 45.3
 PS0699;SPC SD S     -   713,001.32  2,238,990.84   sFT  0.99997455   +0 42 45.3
 PS0699;UTM  14      - 4,903,561.283   476,031.064   MT  0.99960707   -0 12 35.1
 PS0699
 PS0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0699!SPC SD N     -   0.99991535  x   1.00002785  =   0.99994319
 PS0699!SPC SD S     -   0.99991535  x   0.99997455  =   0.99988990
 PS0699!UTM  14      -   0.99991535  x   0.99960707  =   0.99952245
 PS0699
 PS0699:                Primary Azimuth Mark                     Grid Az
 PS0699:SPC SD N     -  HELM AZ MK                               179 55 08.8
 PS0699:SPC SD S     -  HELM AZ MK                               179 42 06.0
 PS0699:UTM  14      -  HELM AZ MK                               180 37 26.4
 PS0699
 PS0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7603103561(NAD 83)
 PS0699
 PS0699|---------------------------------------------------------------------|
 PS0699| PID    Reference Object                     Distance      Geod. Az  |
 PS0699|                                                           dddmmss.s |
 PS0699| CO5165 HELM RM 1                            19.754 METERS 08904     |
 PS0699| CO5164 HELM AZ MK                                         1802451.3 |
 PS0699| CO5166 HELM RM 2                            13.470 METERS 35511     |
 PS0699|---------------------------------------------------------------------|
 PS0699
 PS0699                          SUPERSEDED SURVEY CONTROL
 PS0699
 PS0699  NAD 83(1986)-  44 17 05.65587(N)    099 18 01.45481(W) AD(       ) 2
 PS0699  NAD 27      -  44 17 05.70100(N)    099 18 00.08100(W) AD(       ) 2
 PS0699
 PS0699.Superseded values are not recommended for survey control.
 PS0699
 PS0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0699.See file dsdata.pdf to determine how the superseded data were derived.
 PS0699
 PS0699_MARKER: DS = TRIANGULATION STATION DISK
 PS0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0699_STAMPING: HELM 1951
 PS0699_MARK LOGO: CGS
 PS0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0699+STABILITY: SURFACE MOTION
 PS0699
 PS0699  HISTORY     - Date     Condition        Report By
 PS0699  HISTORY     - 1951     MONUMENTED       CGS
 PS0699
 PS0699                          STATION DESCRIPTION
 PS0699
 PS0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0699'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTH AND 7-1/4 MILES
 PS0699'EAST OF HIGHMORE, NEAR A NORTH-SOUTH FENCELINE IN OPEN PASTURE
 PS0699'LANDS.  IT IS 4.8 FEET EAST OF A FENCELINE AND 6.4 FEET
 PS0699'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 PS0699'AND THE DISK IS STAMPED HELM 1951.*
 PS0699'
 PS0699'REFERENCE MARK NO. 1 IS 69 FEET EAST OF A FENCELINE.  THE
 PS0699'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HELM NO 1 1951.*
 PS0699'
 PS0699'REFERENCE MARK NO. 2 IS IN THE NORTH-SOUTH FENCELINE.  THE
 PS0699'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HELM
 PS0699'NO 2 1951.*
 PS0699'
 PS0699'AZIMUTH MARK IS 41 FEET WEST OF THE CENTERLINE OF A TRACK
 PS0699'ROAD, 9 FEET WEST OF A T-FENCE CORNER, 9 FEET WEST OF A WHITE
 PS0699'WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.
 PS0699'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PS0699'HELM 1951.*
 PS0699'
 PS0699'TO REACH THE STATION FROM THE POST OFFICE IN HIGHMORE, GO
 PS0699'WEST FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT (SOUTH) AND
 PS0699'FOLLOW ROUTE 74 FOR 18 MILES TO A CROSSROADS AND SIGN STEPHAN
 PS0699'1 MILE.  TURN LEFT (EAST) AND FOLLOW GRAVEL ROAD FOR 7.2 MILES
 PS0699'TO A TRACK ROAD NORTH.  TURN LEFT (NORTH) AND FOLLOW TRACK
 PS0699'ROAD FOR 1.0 MILE TO A TRACK CROSSROADS.  CONTINUE NORTH FOR
 PS0699'0.55 MILE TO AN EAST-WEST FENCELINE AND WIRE GATE.  PASS
 PS0699'THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.25 MILE TO AZIMUTH
 PS0699'MARK AS DESCRIBED.  CONTINUE NORTH FOR 0.55 MILES TO STATION
 PS0699'AS DESCRIBED.
 PS0699'
 PS0699'NOTE--*OTHER FIELD RECORDS INDICATE THAT STATION NAME HAD
 PS0699'BEEN CHANGED TO HELM.
 PS0699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0957 ***********************************************************************
 PR0957  DESIGNATION -  HENEGHEN
 PR0957  PID         -  PR0957
 PR0957  STATE/COUNTY-  SD/BROOKINGS
 PR0957  COUNTRY     -  US
 PR0957  USGS QUAD   -  FLANDREAU NW (2017)
 PR0957
 PR0957                         *CURRENT SURVEY CONTROL
 PR0957  ______________________________________________________________________
 PR0957* NAD 83(1996) POSITION- 44 13 28.33052(N) 096 41 43.32503(W)   ADJUSTED
 PR0957* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 PR0957  ______________________________________________________________________
 PR0957  GEOID HEIGHT    -        -25.703 (meters)                     GEOID18
 PR0957  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 PR0957  HORZ ORDER      -  SECOND
 PR0957
 PR0957.The horizontal coordinates were established by classical geodetic methods
 PR0957.and adjusted by the National Geodetic Survey in January 1998.
 PR0957
 PR0957.The orthometric height was scaled from a topographic map.
 PR0957
 PR0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0957.GEOID18 height accuracy estimate available here.
 PR0957
 PR0957.Click photographs - Photos may exist for this station.
 PR0957
 PR0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0957
 PR0957. The following values were computed from the NAD 83(1996) position.
 PR0957
 PR0957;                    North         East     Units Scale Factor Converg.
 PR0957;SPC SD N     -    48,860.693   863,988.170   MT  1.00004234   +2 20 19.7
 PR0957;SPC SD N     -   160,303.79  2,834,601.19   sFT  1.00004234   +2 20 19.7
 PR0957;SPC SD S     -   216,467.752   890,580.935   MT  0.99996282   +2 30 34.8
 PR0957;SPC SD S     -   710,194.62  2,921,847.62   sFT  0.99996282   +2 30 34.8
 PR0957;UTM  14      - 4,899,394.875   684,074.983   MT  1.00001673   +1 36 28.3
 PR0957
 PR0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0957!SPC SD N     -   0.99992277  x   1.00004234  =   0.99996511
 PR0957!SPC SD S     -   0.99992277  x   0.99996282  =   0.99988559
 PR0957!UTM  14      -   0.99992277  x   1.00001673  =   0.99993950
 PR0957
 PR0957:                Primary Azimuth Mark                     Grid Az
 PR0957:SPC SD N     -  HENEGHEN AZ MK                           083 06 07.8
 PR0957:SPC SD S     -  HENEGHEN AZ MK                           082 55 52.7
 PR0957:UTM  14      -  HENEGHEN AZ MK                           083 49 59.2
 PR0957
 PR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8407499394(NAD 83)
 PR0957
 PR0957|---------------------------------------------------------------------|
 PR0957| PID    Reference Object                     Distance      Geod. Az  |
 PR0957|                                                           dddmmss.s |
 PR0957| CO8627 HENEGHEN RM 2                        20.232 METERS 01142     |
 PR0957| CO8625 HENEGHEN AZ MK                                     0852627.5 |
 PR0957| CO8626 HENEGHEN RM 1                        25.805 METERS 20758     |
 PR0957| PR0970 BROOKINGS MUNI POWER PLANT STACK    APPROX.12.4 KM 3191755.1 |
 PR0957| PR0973 BROOKINGS MUNICIPAL TANK            APPROX.11.8 KM 3222017.4 |
 PR0957| PR0969 BROOKINGS SD ST COLL CAMPANILE      APPROX.12.6 KM 3235323.5 |
 PR0957| PR0974 BROOKINGS SD ST COLL TANK           APPROX.12.7 KM 3251538.7 |
 PR0957| PR0972 BROOKINGS SD ST COLL PLT STK        APPROX.12.6 KM 3251802.8 |
 PR0957|---------------------------------------------------------------------|
 PR0957
 PR0957                          SUPERSEDED SURVEY CONTROL
 PR0957
 PR0957  NAD 83(1986)-  44 13 28.33035(N)    096 41 43.30374(W) AD(       ) 2
 PR0957  NAD 27      -  44 13 28.44200(N)    096 41 42.12400(W) AD(       ) 2
 PR0957
 PR0957.Superseded values are not recommended for survey control.
 PR0957
 PR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0957.See file dsdata.pdf to determine how the superseded data were derived.
 PR0957
 PR0957_MARKER: DS = TRIANGULATION STATION DISK
 PR0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0957_STAMPING: HENEGHEN 1949
 PR0957_MARK LOGO: CGS
 PR0957_PROJECTION: FLUSH
 PR0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0957+STABILITY: SURFACE MOTION
 PR0957
 PR0957  HISTORY     - Date     Condition        Report By
 PR0957  HISTORY     - 1949     MONUMENTED       CGS
 PR0957  HISTORY     - 1962     SEE DESCRIPTION  USGS
 PR0957
 PR0957                          STATION DESCRIPTION
 PR0957
 PR0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0957'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHWEST OF
 PR0957'THE VILLAGE OF AURORA, ALONG THE SOUTH SIDE OF A SECTION LINE
 PR0957'ROAD.  IT IS 85.5 FEET NORTHEAST OF A POWERLINE POLE, 39
 PR0957'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14 FEET SOUTH OF THE
 PR0957'RIGHT-OF-WAY FENCE AND 14 FEET SOUTH OF A WITNESS POST.  THE
 PR0957'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 PR0957'IS STAMPED HENEGHEN 1949.
 PR0957'
 PR0957'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A POWERLINE POLE.  THE
 PR0957'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 PR0957'IS STAMPED HENEGHEN NO 1 1949.
 PR0957'
 PR0957'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE CENTERLINE OF
 PR0957'THE ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 PR0957'2 INCHES AND THE DISK IS STAMPED HENEGHEN NO 2 1949.
 PR0957'
 PR0957'AZIMUTH MARK IS ABOUT 0.5 MILE EAST-NORTHEAST OF THE STATION,
 PR0957'0.05 MILE NORTH OF CROSSROADS, 36 FEET WEST OF THE CENTERLINE
 PR0957'OF ROAD, 1 FOOT NORTH OF A TELEPHONE POLE AND 1 FOOT EAST
 PR0957'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PR0957'HENEGHEN 1949.
 PR0957'
 PR0957'TO REACH FROM THE POST OFFICE IN AURORA, GO SOUTH 4.1 MILES
 PR0957'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE 0.05 MILE TO CROSSROADS,
 PR0957'TURN RIGHT (WEST) 0.5 MILE TO THE STATION ON THE LEFT AS
 PR0957'DESCRIBED.
 PR0957'
 PR0957'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PR0957
 PR0957                          STATION RECOVERY (1962)
 PR0957
 PR0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PR0957'STATION MARK DESTROYED.  TOP FOUND.
 PR0957'
 PR0957'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION, LOCATED IN
 PR0957'T 109 N R 49W NEAR THE QUARTER CORNER BETWEEN SECTIONS 22, 27,
 PR0957'34 FT N AND 343 FT E OF CENTER LINE OF ROAD AT T-FENCE N IN
 PR0957'A CONCRETE POST FLUSH WITH THE GROUND.  A STANDARD USC AND GS
 PR0957'TABLET STAMPED HENEGHEN R.M. NO. 2 1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0917 ***********************************************************************
 PR0917  DESIGNATION -  HENRY
 PR0917  PID         -  PR0917
 PR0917  STATE/COUNTY-  SD/CLARK
 PR0917  COUNTRY     -  US
 PR0917  USGS QUAD   -  GARDEN CITY (2017)
 PR0917
 PR0917                         *CURRENT SURVEY CONTROL
 PR0917  ______________________________________________________________________
 PR0917* NAD 83(1996) POSITION- 44 53 52.23140(N) 097 30 40.97490(W)   ADJUSTED
 PR0917* NAVD 88 ORTHO HEIGHT -   567.    (meters)     1860.    (feet) SCALED
 PR0917  ______________________________________________________________________
 PR0917  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 PR0917  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 PR0917  HORZ ORDER      -  FIRST
 PR0917
 PR0917.The horizontal coordinates were established by classical geodetic methods
 PR0917.and adjusted by the National Geodetic Survey in January 1998.
 PR0917
 PR0917.The orthometric height was scaled from a topographic map.
 PR0917
 PR0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0917.GEOID18 height accuracy estimate available here.
 PR0917
 PR0917.Click photographs - Photos may exist for this station.
 PR0917
 PR0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0917
 PR0917. The following values were computed from the NAD 83(1996) position.
 PR0917
 PR0917;                    North         East     Units Scale Factor Converg.
 PR0917;SPC SD N     -   121,311.301   796,525.806   MT  0.99994268   +1 45 40.6
 PR0917;SPC SD N     -   398,002.16  2,613,268.42   sFT  0.99994268   +1 45 40.6
 PR0917;UTM  14      - 4,972,679.888   617,534.244   MT  0.99976987   +1 03 03.1
 PR0917
 PR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0917!SPC SD N     -   0.99991495  x   0.99994268  =   0.99985763
 PR0917!UTM  14      -   0.99991495  x   0.99976987  =   0.99968484
 PR0917
 PR0917:                Primary Azimuth Mark                     Grid Az
 PR0917:SPC SD N     -  HENRY AZ MK 2                            194 24 39.0
 PR0917:UTM  14      -  HENRY AZ MK 2                            195 07 16.5
 PR0917
 PR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1753472679(NAD 83)
 PR0917
 PR0917|---------------------------------------------------------------------|
 PR0917| PID    Reference Object                     Distance      Geod. Az  |
 PR0917|                                                           dddmmss.s |
 PR0917| CO5169 HENRY RM 1                           87.283 METERS 02824     |
 PR0917| PR0857 HENRY PUBLIC SCHOOL CUPOLA          APPROX. 4.1 KM 1220121.6 |
 PR0917| PR0856 HENRY ST HENRYS CATH CH SPIRE       APPROX. 4.5 KM 1220507.3 |
 PR0917| PR0855 OUR SAVIORS LUTH CH SPIRE           APPROX.11.2 KM 1590117.5 |
 PR0917| PR0853 BRYANT MUNICIPAL TANK               APPROX.34.4 KM 1740136.1 |
 PR0917| PR0924 VIENNA CATHOLIC CHURCH SPIRE        APPROX.21.7 KM 1782524.9 |
 PR0917| PR0925 WILLOW LAKE CHURCH SPIRE            APPROX.23.7 KM 1915131.5 |
 PR0917| CO5168 HENRY AZ MK 2                                      1961019.6 |
 PR0917| CO5167 HENRY AZ MK                                        1974551.9 |
 PR0917| PR0926 GOOD HOPE CHURCH SPIRE              APPROX.19.5 KM 2104241.5 |
 PR0917| PR0922 CLARK COUNTY OLD COURTHOUSE         APPROX.18.1 KM 2635156.6 |
 PR0917| CO5170 HENRY RM 2                          102.498 METERS 31930     |
 PR0917| PR0916 GARDEN CITY METH CH SPIRE           APPROX. 8.7 KM 3203616.0 |
 PR0917|---------------------------------------------------------------------|
 PR0917
 PR0917                          SUPERSEDED SURVEY CONTROL
 PR0917
 PR0917  NAD 83(1986)-  44 53 52.22954(N)    097 30 40.95899(W) AD(       ) 1
 PR0917  NAD 27      -  44 53 52.36100(N)    097 30 39.67000(W) AD(       ) 1
 PR0917
 PR0917.Superseded values are not recommended for survey control.
 PR0917
 PR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0917.See file dsdata.pdf to determine how the superseded data were derived.
 PR0917
 PR0917_MARKER: DS = TRIANGULATION STATION DISK
 PR0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0917_STAMPING: HENRY 1935
 PR0917_MARK LOGO: CGS
 PR0917_PROJECTION: RECESSED 30 CENTIMETERS
 PR0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0917+STABILITY: SURFACE MOTION
 PR0917
 PR0917  HISTORY     - Date     Condition        Report By
 PR0917  HISTORY     - 1935     MONUMENTED       CGS
 PR0917  HISTORY     - 1952     GOOD             CGS
 PR0917
 PR0917                          STATION DESCRIPTION
 PR0917
 PR0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0917'THIS STATION IS ABOUT 2-1/2 MILES NW OF HENRY, ABOUT 11.4
 PR0917'MILES E OF CLARK. AND ABOUT 13.6 MILES N OF VIENNA AND ABOUT
 PR0917'1 MILE E OF THE CLARK-CODINGTON COUNTY LINE.  IT IS ABOUT
 PR0917'200 FEET S AND 600 FEET E OF THE E QUARTER CORNER OF SE. 36, T 117
 PR0917'N,R 56 W, ON LAND OWNED BY THE STATE.  THE MARK IS SET ON THE
 PR0917'HIGHEST POINT OF A SMALL KNOLL.  ABOUT 600 FEET E OF THE
 PR0917'SECTION LINE ROAD, 254 FEET S OF E-W FENCE LINE.  THE MARK
 PR0917'IS SET 12 INCHES BELOW THE SURFACE.
 PR0917'
 PR0917'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0917'BRONZE DISKS SET IN CONCRETE.
 PR0917'
 PR0917'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF FENCE
 PR0917'LINE AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS NW OF
 PR0917'THE STATION, 1 FOOT S OF FENCE LINE AND PROJECTS 8 INCHES.
 PR0917'
 PR0917'AZIMUTH MARK IS SW OF THE STATION IN THE NW CORNER OF ROAD
 PR0917'INTERSECTION.  IT IS 27 FEET W OF THE CENTER LINE OF N-S
 PR0917'ROAD AND 27 FEET N OF THE CENTER LINE OF E-W ROAD, 1 FOOT
 PR0917'E AND 1 FOOT N OF THE SE CORNER POST OF PASTURE.  MARK PROJECTS
 PR0917'8 INCHES.
 PR0917'
 PR0917'THE WITNESS MARK IS THE CENTER OF A BALL ON THE TIP OF A
 PR0917'VENTILATOR OF A RED BARN ABOUT 0.6 MILE NNE OF THE STATION.
 PR0917'
 PR0917'TO REACH FROM CLARK GO E ON U.S. HIGHWAY 212 FOR 10.8 MILES
 PR0917'TO CROSSROADS.  THIS ROAD IS 0.3 MILE E OF A SMALL, WHITE
 PR0917'SCHOOLHOUSE ON THE S SIDE OF THE ROAD.  TURN N AND GO 1.0
 PR0917'MILE TO T-ROAD.  THIS IS 0.7 MILE N OF THE RAILROAD CROSSING.
 PR0917'TURN W 0.1 MILE TO SIDE ROAD N.  GO N 0.4 MILE.  STATION IS
 PR0917'ABOUT 600 FEET E OF THIS POINT ON THE HIGHEST PART OF THE
 PR0917'KNOLL.
 PR0917
 PR0917                          STATION RECOVERY (1952)
 PR0917
 PR0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0917'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 PR0917'FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK, WHICH HAD
 PR0917'BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 PR0917'
 PR0917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 PR0917'0.1 MILE TO A GRADED DIRT ROAD, TURN LEFT AND GO SOUTH FOR 0.4
 PR0917'MILE TO THE MARK ON THE LEFT.
 PR0917'
 PR0917'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A GRADED
 PR0917'DIRT ROAD, 34 FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD,
 PR0917'AND 2 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE MARK
 PR0917'PROJECTS 2 INCHES, AND THE DISK IS STAMPED HENRY 1935 RESET 1952.
 PR0917'
 PR0917'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0984 ***********************************************************************
 PR0984  DESIGNATION -  HENRY
 PR0984  PID         -  PR0984
 PR0984  STATE/COUNTY-  SD/DEUEL
 PR0984  COUNTRY     -  US
 PR0984  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0984
 PR0984                         *CURRENT SURVEY CONTROL
 PR0984  ______________________________________________________________________
 PR0984* NAD 83(1996) POSITION- 44 45 13.52650(N) 096 44 55.23257(W)   ADJUSTED
 PR0984* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 PR0984  ______________________________________________________________________
 PR0984  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 PR0984  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 PR0984  HORZ ORDER      -  SECOND
 PR0984
 PR0984.The horizontal coordinates were established by classical geodetic methods
 PR0984.and adjusted by the National Geodetic Survey in January 1998.
 PR0984
 PR0984.The orthometric height was scaled from a topographic map.
 PR0984
 PR0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0984.GEOID18 height accuracy estimate available here.
 PR0984
 PR0984.Click photographs - Photos may exist for this station.
 PR0984
 PR0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0984
 PR0984. The following values were computed from the NAD 83(1996) position.
 PR0984
 PR0984;                    North         East     Units Scale Factor Converg.
 PR0984;SPC SD N     -   107,448.280   857,370.873   MT  0.99995252   +2 18 03.9
 PR0984;SPC SD N     -   352,519.90  2,812,890.94   sFT  0.99995252   +2 18 03.9
 PR0984;UTM  14      - 4,958,062.089   678,197.626   MT  0.99999050   +1 35 07.7
 PR0984
 PR0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0984!SPC SD N     -   0.99991423  x   0.99995252  =   0.99986675
 PR0984!UTM  14      -   0.99991423  x   0.99999050  =   0.99990473
 PR0984
 PR0984:                Primary Azimuth Mark                     Grid Az
 PR0984:SPC SD N     -  HENRY AZ MK                              151 07 25.2
 PR0984:UTM  14      -  HENRY AZ MK                              151 50 21.4
 PR0984
 PR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7819758062(NAD 83)
 PR0984
 PR0984|---------------------------------------------------------------------|
 PR0984| PID    Reference Object                     Distance      Geod. Az  |
 PR0984|                                                           dddmmss.s |
 PR0984| CO8635 HENRY RM 2                           18.451 METERS 09001     |
 PR0984| CO8633 HENRY AZ MK                                        1532529.1 |
 PR0984| CO8634 HENRY RM 1                           27.751 METERS 31527     |
 PR0984|---------------------------------------------------------------------|
 PR0984
 PR0984                          SUPERSEDED SURVEY CONTROL
 PR0984
 PR0984  NAD 83(1986)-  44 45 13.52327(N)    096 44 55.21536(W) AD(       ) 2
 PR0984  NAD 27      -  44 45 13.64988(N)    096 44 53.99832(W) AD(       ) 2
 PR0984
 PR0984.Superseded values are not recommended for survey control.
 PR0984
 PR0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0984.See file dsdata.pdf to determine how the superseded data were derived.
 PR0984
 PR0984_MARKER: DD = SURVEY DISK
 PR0984_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0984+WITH SETTING: INFORMATION.
 PR0984_STAMPING: ET HENRY 1968
 PR0984_MARK LOGO: USGS
 PR0984_PROJECTION: FLUSH
 PR0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0984
 PR0984  HISTORY     - Date     Condition        Report By
 PR0984  HISTORY     - 1968     MONUMENTED       USGS
 PR0984
 PR0984                          STATION DESCRIPTION
 PR0984
 PR0984'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WCM)
 PR0984'STATION IS LOCATED ABOUT 3.25 MI W. OF THE TOWN OF CLEAR
 PR0984'LAKE NEAR THE CENTER OF THE E 1/2 OF SEC. 19, T. 115 N., R. 49 W.
 PR0984'
 PR0984'TO REACH STATION FROM THE JCT. OF U.S. HWY. 77 AND STATE
 PR0984'HWY. 22 AT THE S. EDGE OF CLEAR LAKE, GO W. 3.0 MI ON STATE
 PR0984'HWY. 22 TO CROSSROADS, TURN RIGHT (N.), GO 1.0 MI N. TO
 PR0984'CROSSROADS, TURN LEFT (W.) AND GO 0.25 MI W. TO STATION ON
 PR0984'LEFT (S.).
 PR0984'
 PR0984'STATION IS 36.7 FT S. OF E.-W. RD., 33.9 FT E. OF E. SIXTEENTH
 PR0984'FENCE LINE, 6.0 FT W. OF USGS WITNESS POST, AND IS STAMPED
 PR0984'ET HENRY 1968.
 PR0984'
 PR0984'REFERENCE MARK NO. 1 IS 29.0 FT N. OF E.-W. RD., 2.6 FT S.
 PR0984'OF RIGHT-OF-WAY FENCE, 29.7 FT W. OF E. SIXTEENTH FENCE
 PR0984'LINE, AND IS STAMPED HENRY NO. 1 1968.
 PR0984'
 PR0984'REFERENCE MARK NO. 2 IS E. OF STATION IN RIGHT-OF-WAY LINE,
 PR0984'37.5 FT S. OF E.-W. RD., AND IS STAMPED HENRY NO. 2 1968.
 PR0984'
 PR0984'AZIMUTH MARK IS ABOUT 0.6 MI SSE. OF THE STATION, IN THE NW.
 PR0984'ANGLE OF THE INTERSECTION OF STATE HWY. 22 AND N.-S. SEC.
 PR0984'LINE RD.  AZIMUTH MARK IS 68.2 FT N. OF STATE HWY. 22, 33.3
 PR0984'FT W. OF N.-S. SEC. LINE RD., 10.1 FT S. OF POWER POLE, AND
 PR0984'IS STAMPED HENRY AZIMUTH MARK 1968.
 PR0984'
 PR0984'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0984'SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE
 PR0984'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2354 ***********************************************************************
 PU2354  DESIGNATION -  HENRY
 PU2354  PID         -  PU2354
 PU2354  STATE/COUNTY-  SD/BUTTE
 PU2354  COUNTRY     -  US
 PU2354  USGS QUAD   -  ARPAN (2017)
 PU2354
 PU2354                         *CURRENT SURVEY CONTROL
 PU2354  ______________________________________________________________________
 PU2354* NAD 83(1996) POSITION- 44 50 29.33616(N) 103 42 01.74331(W)   ADJUSTED
 PU2354* NAVD 88 ORTHO HEIGHT -   908.    (meters)     2979.    (feet) SCALED
 PU2354  ______________________________________________________________________
 PU2354  GEOID HEIGHT    -        -15.924 (meters)                     GEOID18
 PU2354  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 PU2354  HORZ ORDER      -  SECOND
 PU2354
 PU2354.The horizontal coordinates were established by classical geodetic methods
 PU2354.and adjusted by the National Geodetic Survey in January 1998.
 PU2354
 PU2354.The orthometric height was scaled from a topographic map.
 PU2354
 PU2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2354.GEOID18 height accuracy estimate available here.
 PU2354
 PU2354.Click photographs - Photos may exist for this station.
 PU2354
 PU2354.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2354
 PU2354. The following values were computed from the NAD 83(1996) position.
 PU2354
 PU2354;                    North         East     Units Scale Factor Converg.
 PU2354;SPC SD N     -   118,712.792   307,542.864   MT  0.99994578   -2 37 08.3
 PU2354;SPC SD N     -   389,476.89  1,008,996.88   sFT  0.99994578   -2 37 08.3
 PU2354;UTM  13      - 4,966,162.694   602,703.801   MT  0.99972971   +0 54 59.1
 PU2354
 PU2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2354!SPC SD N     -   0.99986008  x   0.99994578  =   0.99980586
 PU2354!UTM  13      -   0.99986008  x   0.99972971  =   0.99958982
 PU2354
 PU2354:                Primary Azimuth Mark                     Grid Az
 PU2354:SPC SD N     -  ARPAN                                    068 00 54.5
 PU2354:UTM  13      -  ARPAN                                    064 28 47.1
 PU2354
 PU2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0270366162(NAD 83)
 PU2354
 PU2354|---------------------------------------------------------------------|
 PU2354| PID    Reference Object                     Distance      Geod. Az  |
 PU2354|                                                           dddmmss.s |
 PU2354| CQ3948 HENRY RM 1                           10.726 METERS 04525     |
 PU2354| PU1897 ARPAN                               APPROX. 4.4 KM 0652346.2 |
 PU2354| CQ3949 HENRY RM 2                           10.884 METERS 14024     |
 PU2354|---------------------------------------------------------------------|
 PU2354
 PU2354                          SUPERSEDED SURVEY CONTROL
 PU2354
 PU2354  NAD 83(1993)-  44 50 29.33131(N)    103 42 01.74287(W) AD(       ) 2
 PU2354  NAD 83(1986)-  44 50 29.32553(N)    103 42 01.73852(W) AD(       ) 2
 PU2354  NAD 27      -  44 50 29.36960(N)    103 42 00.02610(W) AD(       ) 2
 PU2354
 PU2354.Superseded values are not recommended for survey control.
 PU2354
 PU2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2354.See file dsdata.pdf to determine how the superseded data were derived.
 PU2354
 PU2354_MARKER: DS = TRIANGULATION STATION DISK
 PU2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2354_STAMPING: HENRY 1962
 PU2354_MARK LOGO: CGS
 PU2354_PROJECTION: RECESSED 3 CENTIMETERS
 PU2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2354+STABILITY: SURFACE MOTION
 PU2354
 PU2354  HISTORY     - Date     Condition        Report By
 PU2354  HISTORY     - 1962     MONUMENTED       CGS
 PU2354
 PU2354                          STATION DESCRIPTION
 PU2354
 PU2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2354'THE STATION IS 14 MILES NORTHEAST OF BELLE FOURCHE, 6 MILES
 PU2354'EAST OF U.S. HIGHWAY 85, ON THE SUMMIT OF THE NORTHWEST END
 PU2354'OF A LOW GRASSY KNOLL, IN THE CENTRAL PART OF SECTION 12,
 PU2354'R 3 E, T 10 N, ON PROPERTY OWNED BY GUIDINGER AND THOMPSON.
 PU2354'
 PU2354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 PU2354'AND 212 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY
 PU2354'85 FOR 13.4 MILES TO A SIDE ROAD ON THE RIGHT AT THE TOP OF A
 PU2354'RIDGE.  TURN RIGHT AND GO EASTERLY ON A GRAVEL ROAD FOR 4.0
 PU2354'MILES TO A SIDE ROAD ON THE RIGHT AT THE ENTRANCE TO A RESTRICTED
 PU2354'AREA.  CONTINUE EAST ON THE GRAVEL ROAD FOR 1.3 MILES TO A
 PU2354'TRACK ROAD ON THE RIGHT AND AN OPENING IN A FENCE AT THE
 PU2354'NORTHWEST CORNER OF A FENCE.  TURN RIGHT, THEN LEFT, PASS
 PU2354'THROUGH A WIRE GATE, THEN TURN RIGHT AND GO SOUTH, WEST AND
 PU2354'SOUTH ON A TRACK ROAD FOR 1.1 MILES TO A FORK.  BEAR LEFT
 PU2354'AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.7 MILE TO AN
 PU2354'OLD GRAVEL PIT.  TURN LEFT INTO A DRAW, THEN SOUTH DOWN
 PU2354'THE DRAW FOR 0.1 MILE TO A TRACK ROAD.  TURN LEFT AND GO
 PU2354'SOUTHEAST ON THE TRACK ROAD FOR 0.1 MILE TO THE WEST END OF A
 PU2354'LOW PLATEAU.  BEAR LEFT AND GO NORTHEAST ACROSS
 PU2354'PASTURE FOR 0.35 MILE TO THE NORTHWEST END OF A LOW KNOLL
 PU2354'AND THE STATION.
 PU2354'
 PU2354'STATION MARKS ARE STANDARD DISK STAMPED HENRY 1962.  THE
 PU2354'SURFACE DISK IS SET IN A SQUARE CONCRETE CONCRETE POST 1 INCH
 PU2354'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS SET
 PU2354'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 PU2354'OF THE GROUND.
 PU2354'
 PU2354'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HENRY NO 1 1962,
 PU2354'IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE OF
 PU2354'THE GROUND.
 PU2354'
 PU2354'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENRY NO 2 1962,
 PU2354'IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE
 PU2354'OF THE GROUND.
 PU2354'
 PU2354'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0857 ***********************************************************************
 PR0857  DESIGNATION -  HENRY PUBLIC SCHOOL CUPOLA
 PR0857  PID         -  PR0857
 PR0857  STATE/COUNTY-  SD/CODINGTON
 PR0857  COUNTRY     -  US
 PR0857  USGS QUAD   -  HENRY (2017)
 PR0857
 PR0857                         *CURRENT SURVEY CONTROL
 PR0857  ______________________________________________________________________
 PR0857* NAD 83(1996) POSITION- 44 52 41.06276(N) 097 28 00.99944(W)   ADJUSTED
 PR0857  ______________________________________________________________________
 PR0857  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 PR0857  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 PR0857  HORZ ORDER      -  THIRD
 PR0857
 PR0857.The horizontal coordinates were established by classical geodetic methods
 PR0857.and adjusted by the National Geodetic Survey in January 1998.
 PR0857
 PR0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0857.GEOID18 height accuracy estimate available here.
 PR0857
 PR0857.Click photographs - Photos may exist for this station.
 PR0857
 PR0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0857
 PR0857. The following values were computed from the NAD 83(1996) position.
 PR0857
 PR0857;                    North         East     Units Scale Factor Converg.
 PR0857;SPC SD N     -   119,224.411   800,102.629   MT  0.99994366   +1 47 33.9
 PR0857;SPC SD N     -   391,155.42  2,625,003.38   sFT  0.99994366   +1 47 33.9
 PR0857;UTM  14      - 4,970,549.153   621,084.311   MT  0.99978029   +1 04 54.7
 PR0857
 PR0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2108470549(NAD 83)
 PR0857
 PR0857                          SUPERSEDED SURVEY CONTROL
 PR0857
 PR0857  NAD 83(1986)-  44 52 41.06064(N)    097 28 00.98300(W) AD(       ) 3
 PR0857  NAD 27      -  44 52 41.19000(N)    097 27 59.70000(W) AD(       ) 3
 PR0857
 PR0857.Superseded values are not recommended for survey control.
 PR0857
 PR0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0857.See file dsdata.pdf to determine how the superseded data were derived.
 PR0857
 PR0857_MARKER: 86 = CUPOLA
 PR0857
 PR0857  HISTORY     - Date     Condition        Report By
 PR0857  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0857
 PR0857                          STATION DESCRIPTION
 PR0857
 PR0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0857'THIS STATION IS THE BASE OF THE FINIAL ON THE CUPOLA ON THE
 PR0857'HENRY PUBLIC SCHOOL.  THE SCHOOL IS A LARGE TWO STORY BRICK
 PR0857'BUILDING WITH A GRAY SLATE COVERED HIP ROOF.  AT THE CENTER
 PR0857'OF THE TOP OF THE ROOF IS A SQUARE BROWN WOODEN CUPOLA TRIMMED
 PR0857'IN WHITE.  THE LOWER PART OF THE CUPOLA HAS BUTTRESS CORNERS
 PR0857'WITH A WHITE BALL AT THE TOP OF EACH BUTTRESS.  THE CUPOLA
 PR0857'HAS A LOUVERED WINDOW WITH ARCHED TOP ON EACH SIDE AND HAS
 PR0857'A PYRAMIDAL TOP WITH WIDE EAVES.  THE EAVES ARE SUPPORTED BY
 PR0857'SEVERAL ORNAMENTAL BRACKETS.  THE CUPOLA HAS A FIVE-FOOT
 PR0857'FINIAL WITH BALL AT THE TIP AT THE CENTER OF THE TOP.  THE
 PR0857'CUPOLA IS ABOUT 75 FEET HIGH AND IS VERY PROMINENT.  THE
 PR0857'BUILDING WAS ERECTED IN 1914.
 PR0857'
 PR0857'THE SCHOOL IS IN THE SOUTHEASTERN PART OF HENRY ABOUT 75 FEET
 PR0857'N AND 75 FEET W OF THE INTERSECTION OF THE SECOND STREET E
 PR0857'OF THE MAIN STREET OF TOWN AND THE FIRST STREET N OF U.S.
 PR0857'HIGHWAY 212, AND ABOUT 800 FEET NW OF THE SPIRE ON ST. HENRYS
 PR0857'CATHOLIC CHURCH.
 PR0857'
 PR0857'THE STATION WAS OBSERVED FROM HENRY AND NAPLES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0856 ***********************************************************************
 PR0856  DESIGNATION -  HENRY ST HENRYS CATH CH SPIRE
 PR0856  PID         -  PR0856
 PR0856  STATE/COUNTY-  SD/CODINGTON
 PR0856  COUNTRY     -  US
 PR0856  USGS QUAD   -  HENRY (2017)
 PR0856
 PR0856                         *CURRENT SURVEY CONTROL
 PR0856  ______________________________________________________________________
 PR0856* NAD 83(1996) POSITION- 44 52 34.87636(N) 097 27 47.52731(W)   ADJUSTED
 PR0856  ______________________________________________________________________
 PR0856  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 PR0856  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 PR0856  HORZ ORDER      -  THIRD
 PR0856
 PR0856.The horizontal coordinates were established by classical geodetic methods
 PR0856.and adjusted by the National Geodetic Survey in January 1998.
 PR0856
 PR0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0856.GEOID18 height accuracy estimate available here.
 PR0856
 PR0856.Click photographs - Photos may exist for this station.
 PR0856
 PR0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0856
 PR0856. The following values were computed from the NAD 83(1996) position.
 PR0856
 PR0856;                    North         East     Units Scale Factor Converg.
 PR0856;SPC SD N     -   119,042.803   800,404.140   MT  0.99994375   +1 47 43.4
 PR0856;SPC SD N     -   390,559.60  2,625,992.58   sFT  0.99994375   +1 47 43.4
 PR0856;UTM  14      - 4,970,363.847   621,383.498   MT  0.99978118   +1 05 04.1
 PR0856
 PR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2138370363(NAD 83)
 PR0856
 PR0856                          SUPERSEDED SURVEY CONTROL
 PR0856
 PR0856  NAD 83(1986)-  44 52 34.87432(N)    097 27 47.51099(W) AD(       ) 3
 PR0856  NAD 27      -  44 52 35.01000(N)    097 27 46.22800(W) AD(       ) 3
 PR0856
 PR0856.Superseded values are not recommended for survey control.
 PR0856
 PR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0856.See file dsdata.pdf to determine how the superseded data were derived.
 PR0856
 PR0856_MARKER: 90 = CHURCH SPIRE
 PR0856
 PR0856  HISTORY     - Date     Condition        Report By
 PR0856  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0856
 PR0856                          STATION DESCRIPTION
 PR0856
 PR0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0856'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF ST.
 PR0856'HENRYS CATHOLIC CHURCH IN HENRY.  THE CHURCH IS A WHITE WOODEN
 PR0856'BUILDING WITH A SQUARE WHITE WOODEN TOWER AT THE N CENTER OVER THE
 PR0856'ENTRANCE.  THE TOP OF THE TOWER IS PYRAMIDAL WITH TWO DISTINCT
 PR0856'SLOPES TO THE SIDES.  THE BREAK IN THE SLOPE IS ABOUT AT THE
 PR0856'CENTER.  THE LOWER PART OF THE ROOF HAS A LOUVERED DORMER ON
 PR0856'EACH SIDE.  THE SPIRE HAS A PLAIN WHITE WOODEN CROSS AT THE
 PR0856'TIP.  THE SPIRE IS ABOUT 75 FEET HIGH AND IS QUITE PROMINENT.
 PR0856'THE BUILDING WAS ERECTED IN 1907.
 PR0856'
 PR0856'THE CHURCH IS AT THE SE CORNER OF HENRY, ABOUT 1/4 MILE E
 PR0856'OF THE MAIN STREET OF TOWN, ABOUT 800 FEET SE OF THE HENRY
 PR0856'PUBLIC SCHOOL, AND ABOUT 50 FEET S OF THE CENTER LINE OF U.S.
 PR0856'HIGHWAY 212.
 PR0856'
 PR0856'THE STATION WAS OBSERVED FROM HENRY, NAPLES, AND DARLINGTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0313 ***********************************************************************
 OT0313  DESIGNATION -  HER
 OT0313  PID         -  OT0313
 OT0313  STATE/COUNTY-  SD/CUSTER
 OT0313  COUNTRY     -  US
 OT0313  USGS QUAD   -  HERMOSA (2017)
 OT0313
 OT0313                         *CURRENT SURVEY CONTROL
 OT0313  ______________________________________________________________________
 OT0313* NAD 83(1986) POSITION- 43 46 37.     (N) 103 09 08.     (W)   SCALED
 OT0313* NAVD 88 ORTHO HEIGHT -  1049.285 (meters)     3442.53  (feet) ADJUSTED
 OT0313  ______________________________________________________________________
 OT0313  GEOID HEIGHT    -        -16.317 (meters)                     GEOID18
 OT0313  DYNAMIC HEIGHT  -       1048.890 (meters)     3441.23  (feet) COMP
 OT0313  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 OT0313
 OT0313  VERT ORDER      -  FIRST     CLASS II
 OT0313
 OT0313.The horizontal coordinates were scaled from a map and have
 OT0313.an estimated accuracy of +/- 6 seconds.
 OT0313
 OT0313.The orthometric height was determined by differential leveling and
 OT0313.adjusted by the NATIONAL GEODETIC SURVEY
 OT0313.in June 1991.
 OT0313
 OT0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0313.GEOID18 height accuracy estimate available here.
 OT0313
 OT0313.Click photographs - Photos may exist for this station.
 OT0313
 OT0313.The dynamic height is computed by dividing the NAVD 88
 OT0313.geopotential number by the normal gravity value computed on the
 OT0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0313.degrees latitude (g = 980.6199 gals.).
 OT0313
 OT0313.The modeled gravity was interpolated from observed gravity values.
 OT0313
 OT0313;                    North         East    Units  Estimated Accuracy
 OT0313;SPC SD S     -   164,220.      373,130.      MT  (+/- 180 meters Scaled)
 OT0313
 OT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ486487(NAD 83)
 OT0313
 OT0313                          SUPERSEDED SURVEY CONTROL
 OT0313
 OT0313  NGVD 29 (??/??/92) 1048.80   (m)         3440.9    (f) COMPUTED    1 2
 OT0313
 OT0313.Superseded values are not recommended for survey control.
 OT0313
 OT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0313.See file dsdata.pdf to determine how the superseded data were derived.
 OT0313
 OT0313_MARKER: DS = TRIANGULATION STATION DISK
 OT0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0313_STAMPING: HER 1961
 OT0313_MARK LOGO: CGS
 OT0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0313+STABILITY: SURFACE MOTION
 OT0313
 OT0313  HISTORY     - Date     Condition        Report By
 OT0313  HISTORY     - 1961     MONUMENTED       CGS
 OT0313  HISTORY     - 1963     GOOD             CGS
 OT0313
 OT0313                          STATION DESCRIPTION
 OT0313
 OT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0313'5.8 MI SE FROM HERMOSA.
 OT0313'ABOUT 4.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 OT0313'RAILWAY FROM THE STATION AT HERMOSA, THENCE 3.3 MILES EAST
 OT0313'ALONG A PAVED ROAD, THENCE 0.2 MILE NORTH ACROSS COUNTRY, IN
 OT0313'SECTION 15, T 3 S, R 8 E, ON THE SOUTH RIM OF A HILL, 20 FEET
 OT0313'NORTH OF THE EDGE OF THE RIM OF THE HILL, 4.0 FEET NORTHEAST OF
 OT0313'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 OT0313'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0311 ***********************************************************************
 OT0311  DESIGNATION -  HER RM 1
 OT0311  PID         -  OT0311
 OT0311  STATE/COUNTY-  SD/CUSTER
 OT0311  COUNTRY     -  US
 OT0311  USGS QUAD   -  HERMOSA (2017)
 OT0311
 OT0311                         *CURRENT SURVEY CONTROL
 OT0311  ______________________________________________________________________
 OT0311* NAD 83(1986) POSITION- 43 46 38.     (N) 103 09 07.     (W)   SCALED
 OT0311* NAVD 88 ORTHO HEIGHT -  1046.500 (meters)     3433.39  (feet) ADJUSTED
 OT0311  ______________________________________________________________________
 OT0311  GEOID HEIGHT    -        -16.318 (meters)                     GEOID18
 OT0311  DYNAMIC HEIGHT  -       1046.106 (meters)     3432.10  (feet) COMP
 OT0311  MODELED GRAVITY -    980,206.6   (mgal)                       NAVD 88
 OT0311
 OT0311  VERT ORDER      -  FIRST     CLASS II
 OT0311
 OT0311.The horizontal coordinates were scaled from a map and have
 OT0311.an estimated accuracy of +/- 6 seconds.
 OT0311
 OT0311.The orthometric height was determined by differential leveling and
 OT0311.adjusted by the NATIONAL GEODETIC SURVEY
 OT0311.in June 1991.
 OT0311
 OT0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0311.GEOID18 height accuracy estimate available here.
 OT0311
 OT0311.Click photographs - Photos may exist for this station.
 OT0311
 OT0311.The dynamic height is computed by dividing the NAVD 88
 OT0311.geopotential number by the normal gravity value computed on the
 OT0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0311.degrees latitude (g = 980.6199 gals.).
 OT0311
 OT0311.The modeled gravity was interpolated from observed gravity values.
 OT0311
 OT0311;                    North         East    Units  Estimated Accuracy
 OT0311;SPC SD S     -   164,250.      373,150.      MT  (+/- 180 meters Scaled)
 OT0311
 OT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ487487(NAD 83)
 OT0311
 OT0311                          SUPERSEDED SURVEY CONTROL
 OT0311
 OT0311  NGVD 29 (??/??/92) 1046.01   (m)         3431.8    (f) COMPUTED    1 2
 OT0311
 OT0311.Superseded values are not recommended for survey control.
 OT0311
 OT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0311.See file dsdata.pdf to determine how the superseded data were derived.
 OT0311
 OT0311_MARKER: DR = REFERENCE MARK DISK
 OT0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0311_STAMPING: HER NO 1 1961
 OT0311_MARK LOGO: CGS
 OT0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0311+STABILITY: SURFACE MOTION
 OT0311
 OT0311  HISTORY     - Date     Condition        Report By
 OT0311  HISTORY     - 1961     MONUMENTED       CGS
 OT0311  HISTORY     - 1963     GOOD             CGS
 OT0311
 OT0311                          STATION DESCRIPTION
 OT0311
 OT0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0311'5.8 MI SE FROM HERMOSA.
 OT0311'ABOUT 4.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0311'FROM THE STATION AT HERMOSA, THENCE 3.3 MILES EAST ALONG A PAVED
 OT0311'ROAD, THENCE 0.2 MILE NORTH ACROSS COUNTRY, IN SECTION 15, T 3
 OT0311'S, R 8 E, ON THE SOUTH RIM OF A HILL, 78 FEET NORTHEAST OF HER
 OT0311'1961, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0312 ***********************************************************************
 OT0312  DESIGNATION -  HER RM 2
 OT0312  PID         -  OT0312
 OT0312  STATE/COUNTY-  SD/CUSTER
 OT0312  COUNTRY     -  US
 OT0312  USGS QUAD   -  HERMOSA (2017)
 OT0312
 OT0312                         *CURRENT SURVEY CONTROL
 OT0312  ______________________________________________________________________
 OT0312* NAD 83(1986) POSITION- 43 46 37.     (N) 103 09 09.     (W)   SCALED
 OT0312* NAVD 88 ORTHO HEIGHT -  1049.751 (meters)     3444.06  (feet) ADJUSTED
 OT0312  ______________________________________________________________________
 OT0312  GEOID HEIGHT    -        -16.316 (meters)                     GEOID18
 OT0312  DYNAMIC HEIGHT  -       1049.356 (meters)     3442.76  (feet) COMP
 OT0312  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 OT0312
 OT0312  VERT ORDER      -  FIRST     CLASS II
 OT0312
 OT0312.The horizontal coordinates were scaled from a map and have
 OT0312.an estimated accuracy of +/- 6 seconds.
 OT0312
 OT0312.The orthometric height was determined by differential leveling and
 OT0312.adjusted by the NATIONAL GEODETIC SURVEY
 OT0312.in June 1991.
 OT0312
 OT0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0312.GEOID18 height accuracy estimate available here.
 OT0312
 OT0312.Click photographs - Photos may exist for this station.
 OT0312
 OT0312.The dynamic height is computed by dividing the NAVD 88
 OT0312.geopotential number by the normal gravity value computed on the
 OT0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0312.degrees latitude (g = 980.6199 gals.).
 OT0312
 OT0312.The modeled gravity was interpolated from observed gravity values.
 OT0312
 OT0312;                    North         East    Units  Estimated Accuracy
 OT0312;SPC SD S     -   164,220.      373,100.      MT  (+/- 180 meters Scaled)
 OT0312
 OT0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ486487(NAD 83)
 OT0312
 OT0312                          SUPERSEDED SURVEY CONTROL
 OT0312
 OT0312  NGVD 29 (??/??/92) 1049.26   (m)         3442.4    (f) COMPUTED    1 2
 OT0312
 OT0312.Superseded values are not recommended for survey control.
 OT0312
 OT0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0312.See file dsdata.pdf to determine how the superseded data were derived.
 OT0312
 OT0312_MARKER: DR = REFERENCE MARK DISK
 OT0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0312_STAMPING: HER NO 2 1961
 OT0312_MARK LOGO: CGS
 OT0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0312+STABILITY: SURFACE MOTION
 OT0312
 OT0312  HISTORY     - Date     Condition        Report By
 OT0312  HISTORY     - 1961     MONUMENTED       CGS
 OT0312  HISTORY     - 1963     GOOD             CGS
 OT0312
 OT0312                          STATION DESCRIPTION
 OT0312
 OT0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0312'5.8 MI SE FROM HERMOSA.
 OT0312'ABOUT 4.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0312'FROM THE STATION AT HERMOSA, THENCE 3.3 MILES EAST ALONG A PAVED
 OT0312'ROAD, THENCE 0.2 MILE NORTH ACROSS COUNTRY, IN SECTION 15, T 3 S,
 OT0312'R 8 E, ON THE SOUTH RIM OF A HILL, 51.3 FEET WEST-NORTHWEST OF
 OT0312'HER 1961, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OT0312'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2221 ***********************************************************************
 PU2221  DESIGNATION -  HEREFORD
 PU2221  PID         -  PU2221
 PU2221  STATE/COUNTY-  SD/MEADE
 PU2221  COUNTRY     -  US
 PU2221  USGS QUAD   -  HEREFORD NE (2017)
 PU2221
 PU2221                         *CURRENT SURVEY CONTROL
 PU2221  ______________________________________________________________________
 PU2221* NAD 83(1996) POSITION- 44 24 57.87144(N) 102 51 48.81706(W)   ADJUSTED
 PU2221* NAVD 88 ORTHO HEIGHT -   828.    (meters)     2717.    (feet) SCALED
 PU2221  ______________________________________________________________________
 PU2221  GEOID HEIGHT    -        -17.690 (meters)                     GEOID18
 PU2221  LAPLACE CORR    -         -8.17  (seconds)                    DEFLEC18
 PU2221  HORZ ORDER      -  SECOND
 PU2221
 PU2221.The horizontal coordinates were established by classical geodetic methods
 PU2221.and adjusted by the National Geodetic Survey in January 1998.
 PU2221
 PU2221.The orthometric height was scaled from a topographic map.
 PU2221
 PU2221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2221.GEOID18 height accuracy estimate available here.
 PU2221
 PU2221.Click photographs - Photos may exist for this station.
 PU2221
 PU2221.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2221
 PU2221. The following values were computed from the NAD 83(1996) position.
 PU2221
 PU2221;                    North         East     Units Scale Factor Converg.
 PU2221;SPC SD N     -    68,789.011   371,983.390   MT  1.00000011   -2 01 35.9
 PU2221;SPC SD N     -   225,685.28  1,220,415.51   sFT  1.00000011   -2 01 35.9
 PU2221;UTM  13      - 4,920,306.958   670,086.469   MT  0.99995578   +1 29 44.1
 PU2221
 PU2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2221!SPC SD N     -   0.99987289  x   1.00000011  =   0.99987300
 PU2221!UTM  13      -   0.99987289  x   0.99995578  =   0.99982867
 PU2221
 PU2221:                Primary Azimuth Mark                     Grid Az
 PU2221:SPC SD N     -  HEREFORD AZ MK                           182 26 54.2
 PU2221:UTM  13      -  HEREFORD AZ MK                           178 55 34.2
 PU2221
 PU2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7008620306(NAD 83)
 PU2221
 PU2221|---------------------------------------------------------------------|
 PU2221| PID    Reference Object                     Distance      Geod. Az  |
 PU2221|                                                           dddmmss.s |
 PU2221| CQ3957 HEREFORD RM 2                        15.676 METERS 00741     |
 PU2221| CQ3958 HEREFORD RM 3                        51.993 METERS 07020     |
 PU2221| CQ3955 HEREFORD AZ MK                                     1802518.3 |
 PU2221| PU2222 TT 17 GB                            115.351 METERS 18621     |
 PU2221| CQ3956 HEREFORD RM 1                        18.372 METERS 26756     |
 PU2221|---------------------------------------------------------------------|
 PU2221
 PU2221                          SUPERSEDED SURVEY CONTROL
 PU2221
 PU2221  NAD 83(1993)-  44 24 57.86367(N)    102 51 48.81792(W) AD(       ) 2
 PU2221  NAD 83(1986)-  44 24 57.86296(N)    102 51 48.81772(W) AD(       ) 2
 PU2221  NAD 27      -  44 24 57.90040(N)    102 51 47.18160(W) AD(       ) 2
 PU2221
 PU2221.Superseded values are not recommended for survey control.
 PU2221
 PU2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2221.See file dsdata.pdf to determine how the superseded data were derived.
 PU2221
 PU2221_MARKER: DS = TRIANGULATION STATION DISK
 PU2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2221_STAMPING: HEREFORD 1950
 PU2221_MARK LOGO: CGS
 PU2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2221+STABILITY: SURFACE MOTION
 PU2221
 PU2221  HISTORY     - Date     Condition        Report By
 PU2221  HISTORY     - 1950     MONUMENTED       CGS
 PU2221  HISTORY     - 1951     GOOD             CGS
 PU2221  HISTORY     - 1962     GOOD             CGS
 PU2221
 PU2221                          STATION DESCRIPTION
 PU2221
 PU2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2221'THIS STATION WAS NOT OCCUPIED IN 1950.
 PU2221'
 PU2221'STATION IS LOCATED ON THE ROAD RIGHT-OF-WAY, ABOUT 32 MILES
 PU2221'EAST OF STURGIS, ABOUT 21 MILES NORTH OF NEW UNDERWOOD, ABOUT
 PU2221'14 MILES SOUTHWEST OF UNION CENTER, AND ABOUT 4 FEET WEST OF THE
 PU2221'EAST RIGHT-OF-WAY FENCE.
 PU2221'
 PU2221'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON STATE HIGHWAY
 PU2221'24 AND 79 FOR 0.1 MILE TO THE JUNCTION OF THESE HIGHWAYS.  TURN
 PU2221'RIGHT AND GO EAST ON HIGHWAY 24 FOR 4.25 MILES TO A FORK.  BEAR
 PU2221'RIGHT AND GO EAST ON GRAVELED ROAD FOR 8.55 MILES TO A SCHOOLHOUSE
 PU2221'AND SIDE ROAD RIGHT.  CONTINUE EAST FOR 6.3 MILES TO A FORK.
 PU2221'BEAR LEFT AND GO 11.95 MILES TO A T-ROAD.  TURN LEFT AND GO
 PU2221'NORTH FOR 0.2 MILE TO A FORK.  BEAR RIGHT AND GO EAST FOR 3.05
 PU2221'MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR 0.95 MILE
 PU2221'TO THE AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.05 MILE TO A
 PU2221'CROSS ROAD AND SCHOOLHOUSE.  CONTINUE NORTH FOR 0.95 MILE
 PU2221'TO A USGS MARK ON LEFT.  CONTINUE FOR 0.05 MILE TO STATION
 PU2221'ON RIGHT.
 PU2221'
 PU2221'STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HEREFORD
 PU2221'1950.
 PU2221'
 PU2221'REFERENCE MARK NO. 1 IS 20 PACES WEST OF STATION.  THE MARK
 PU2221'PROJECTS 6 INCHES, ANDTHE DISK IS STAMPED HEREFORD NO 1 1950.
 PU2221'
 PU2221'REFERENCE MARK NO. 2 IS 20 PACES NORTH OF STATION.  THE MARK
 PU2221'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HEREFORD NO 2 1950.
 PU2221'
 PU2221'AZIMUTH MARK IS 1.1 MILES SOUTH OF STATION, WEST OF ROAD, AND
 PU2221'MARKED BY A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 PU2221'DISK IS STAMPED HEREFORD 1950.
 PU2221'
 PU2221'TT 17 GB (USGS) IS 0.05 MILE SOUTH OF STATION AND WEST OF ROAD.  THE
 PU2221'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED TT 17 GB 1950.
 PU2221'
 PU2221'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 PU2221'THE TOPS OF 12-INCH CONCRETE CYLINDERS.  TT 17 GB IS A U.S.
 PU2221'GEOLOGICAL SURVEY MARK.
 PU2221
 PU2221                          STATION RECOVERY (1951)
 PU2221
 PU2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2221'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A PUBLIC ROAD, ABOUT
 PU2221'31.5 MILES EAST OF STURGIS, ABOUT 22.5 MILES NORTH OF NEW
 PU2221'UNDERWOOD, ABOUT 13.5 MILES SOUTHWEST OF UNION CENTER, ABOUT
 PU2221'13.5 MILES NORTH OF VIEWFIELD, NEAR THE NORTHWEST CORNER OF
 PU2221'SECTION 12, T 5 N, R 10 E, 39 FEET NORTHEAST OF THE CENTER OF A
 PU2221'GRADED ROAD, AND 6 FEET WEST OF A WITNESS POST.
 PU2221'
 PU2221'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN VIEWFIELD,
 PU2221'GO NORTH ON A GRAVELED ROAD FOR 5.1 MILES TO A FORK.  BEAR
 PU2221'LEFT AND CONTINUE NORTH FOR 5.0 MILES TO THE BRIDGE OVER THE BELLE
 PU2221'FOURCHE RIVER.  CONTINUE NORTH FOR 2.3 MILES TO A SCHOOLHOUSE
 PU2221'ON THE LEFT.  CONTINUE NORTH FOR 1.0 MILE TO A SIDE ROD LEFT.
 PU2221'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSS
 PU2221'ROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.8 MILE TO
 PU2221'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 1.15 MILES
 PU2221'TO THE BENCH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.05 MILE
 PU2221'TO THE STATION ON THE RIGHT.
 PU2221'
 PU2221'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 PU2221'HEREFORD 1950.
 PU2221'
 PU2221'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF A WIRE FENCE.  IT
 PU2221'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HEREFORD NO 1 1950.
 PU2221'
 PU2221'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF THE WIRE FENCE.  IT
 PU2221'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HEREFORD NO 2 1950.
 PU2221'
 PU2221'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF THE ROAD, 3
 PU2221'FEET EAST OF THE WIRE FENCE, AND 2 FEET NORTH OF THE WITNESS POST.
 PU2221'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HEREFORD 1950.
 PU2221'
 PU2221'TT 17 GB (USGS) IS 18 FEET WEST OF THE CENTER OF THE GRADED ROAD
 PU2221'AND 1 FOOT EAST OF THE WIRE FENCE.  IT IS A STANDARD U.S.
 PU2221'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A 6-INCH
 PU2221'CONCRETE CYLINDER PROJECTING 4 INCHES.  THE DISK IS STAMPED
 PU2221'TT 17 GB 1950.
 PU2221'
 PU2221'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 PU2221'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2221
 PU2221                          STATION RECOVERY (1962)
 PU2221
 PU2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2221'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PU2221'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 PU2221'GOOD CONDITION.  TT 17 GB (USGS) WAS DESTROYED.  REFERENCE MARK
 PU2221'NO. 1 IS NOW IN A CULTIVATED FIELD SO ANOTHER REFERENCE MARK
 PU2221'WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.  THE STAMPING ON
 PU2221'ALL THE MARKS WERE FOUND IN ERROR.
 PU2221'
 PU2221'THE STATION IS LOCATED 13 MILES SOUTHWEST OF UNION CENTER, 5 MILES
 PU2221'NORTH OF THE BELLE FOURCHE RIVER, 2-1/2 MILES NORTHEAST OF
 PU2221'HEREFORD, IN THE NORTHEAST CORNER OF SECTION 12, T. 5 N., R. 10
 PU2221'E., NEAR THE NORTHWEST EDGE OF A CULTIVATED FIELD OWNED BY MR.
 PU2221'FLOYD BAKER.
 PU2221'
 PU2221'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT HEREFORD,
 PU2221'GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A T-ROAD.  TURN
 PU2221'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.6 MILES TO A CROSSROAD.
 PU2221'TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 0.9 MILE TO THE
 PU2221'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON
 PU2221'THE GRADED ROAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE
 PU2221'STRAIGHT AHEAD AND GO NORTH ON A DIM TRACK ROAD FOR 1.0
 PU2221'MILE TO THE STATION AS DESCRIBED.
 PU2221'
 PU2221'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2221'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED HEREFORD
 PU2221'1950.  IT IS 23 FEET EAST OF THE CENTER OF A TRACK ROAD, 20
 PU2221'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTHEAST OF
 PU2221'A METAL WITNESS POST.
 PU2221'
 PU2221'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2221'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 PU2221'HEREFORD NO 1 1950.  IT IS 58.7 FET WEST OF A METAL WITNESS
 PU2221'POST, 51 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 20 FEET
 PU2221'SOUTHWEST OF A SOUTH GATE POST.
 PU2221'
 PU2221'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2221'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 PU2221'HEREFORD NO 2 1950.  IT IS 25 FEET EAST-SOUTHEAST OF A FENCE CORNER
 PU2221'AND 10-1/2 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 PU2221'
 PU2221'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 PU2221'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 PU2221'HEREFORD NO 3 1950.  IT IS 36 FEET NORTH OF THE CENTER OF A
 PU2221'TRACK ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 PU2221'
 PU2221'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2221'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED HEREFORD
 PU2221'1950.  IT IS 34 FEET WEST OF THE CENTER OF A GRADED ROAD, 2 FEET
 PU2221'EAST OF A NORTH-SOUTH FENCE LINE AND 1.7 FEET WEST OF A METAL
 PU2221'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0876 ***********************************************************************
 PR0876  DESIGNATION -  HERMAN RESET
 PR0876  PID         -  PR0876
 PR0876  STATE/COUNTY-  SD/LAKE
 PR0876  COUNTRY     -  US
 PR0876  USGS QUAD   -  RAMONA (2017)
 PR0876
 PR0876                         *CURRENT SURVEY CONTROL
 PR0876  ______________________________________________________________________
 PR0876* NAD 83(1996) POSITION- 44 00 26.43919(N) 097 08 57.52177(W)   ADJUSTED
 PR0876* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 PR0876  ______________________________________________________________________
 PR0876  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 PR0876  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 PR0876  HORZ ORDER      -  THIRD
 PR0876
 PR0876.The horizontal coordinates were established by classical geodetic methods
 PR0876.and adjusted by the National Geodetic Survey in January 1998.
 PR0876
 PR0876.The orthometric height was scaled from a topographic map.
 PR0876
 PR0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0876.GEOID18 height accuracy estimate available here.
 PR0876
 PR0876.Click photographs - Photos may exist for this station.
 PR0876
 PR0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0876
 PR0876. The following values were computed from the NAD 83(1996) position.
 PR0876
 PR0876;                    North         East     Units Scale Factor Converg.
 PR0876;SPC SD S     -   190,864.463   855,266.316   MT  0.99992988   +2 11 47.4
 PR0876;SPC SD S     -   626,194.49  2,805,986.24   sFT  0.99992988   +2 11 47.4
 PR0876;UTM  14      - 4,874,353.506   648,359.929   MT  0.99987072   +1 17 09.6
 PR0876
 PR0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0876!SPC SD S     -   0.99992137  x   0.99992988  =   0.99985125
 PR0876!UTM  14      -   0.99992137  x   0.99987072  =   0.99979210
 PR0876
 PR0876:                Primary Azimuth Mark                     Grid Az
 PR0876:SPC SD S     -  HERMAN AZ MK                             271 09 26.5
 PR0876:UTM  14      -  HERMAN AZ MK                             272 04 04.3
 PR0876
 PR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4835974353(NAD 83)
 PR0876
 PR0876|---------------------------------------------------------------------|
 PR0876| PID    Reference Object                     Distance      Geod. Az  |
 PR0876|                                                           dddmmss.s |
 PR0876| CO5175 HERMAN RM 1                          13.879 METERS 08313     |
 PR0876| PR0874 MADISON MUNICIPAL TANK              APPROX. 2.3 KM 0840042.4 |
 PR0876| CO5177 HERMAN RM 3                          25.769 METERS 16732     |
 PR0876| CO5176 HERMAN RM 2                          10.987 METERS 17758     |
 PR0876| CO5178 HERMAN RM 4                          19.612 METERS 25823     |
 PR0876| CO5174 HERMAN AZ MK                                       2732113.9 |
 PR0876|---------------------------------------------------------------------|
 PR0876
 PR0876                          SUPERSEDED SURVEY CONTROL
 PR0876
 PR0876  NAD 83(1986)-  44 00 26.44267(N)    097 08 57.49603(W) AD(       ) 3
 PR0876  NAD 27      -  44 00 26.53200(N)    097 08 56.28000(W) AD(       ) 3
 PR0876
 PR0876.Superseded values are not recommended for survey control.
 PR0876
 PR0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0876.See file dsdata.pdf to determine how the superseded data were derived.
 PR0876
 PR0876_MARKER: DS = TRIANGULATION STATION DISK
 PR0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0876_STAMPING: HERMAN 1949 1957
 PR0876_MARK LOGO: CGS
 PR0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0876+STABILITY: SURFACE MOTION
 PR0876
 PR0876  HISTORY     - Date     Condition        Report By
 PR0876  HISTORY     - 1949     MONUMENTED       CGS
 PR0876  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PR0876  HISTORY     - 1975     GOOD             NGS
 PR0876
 PR0876                          STATION DESCRIPTION
 PR0876
 PR0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0876'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE WEST EDGE
 PR0876'OF THE TOWN OF MADISON, ON THE RIGHT-OF-WAY OF A SECTION LINE
 PR0876'ROAD.  IT IS 55 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 PR0876'81, 32 FEET EAST OF THE APPROXIMATE CENTER OF THE SECTION
 PR0876'LINE ROAD, AND 6 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK
 PR0876'PROJECTS 4 INCHES AND THE DISK IS STAMPED HERMAN 1949.
 PR0876'
 PR0876'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE CENTERLINE OF THE
 PR0876'HIGHWAY, AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.  THE MARK
 PR0876'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED HERMAN NO
 PR0876'1 1949.
 PR0876'
 PR0876'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE APPROXIMATE
 PR0876'CENTER OF THE SECTION LINE ROAD, AND 1-1/2 FEET WEST OF A
 PR0876'NORTH-SOUTH FENCE LINE.  THE MARK IS SET FLUSH WITH THE
 PR0876'SURFACE OF THE GROUND AND THE DISK IS STAMPED HERMAN NO 2
 PR0876'1949.
 PR0876'
 PR0876'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTERLINE OF THE
 PR0876'HIGHWAY, 4 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF
 PR0876'AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 PR0876'DISK IS STAMPED HERMAN 1949.
 PR0876'
 PR0876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 PR0876'STATE HIGHWAY 34 AT THE WEST EDGE OF MADISON, GO WEST ON U.S.
 PR0876'HIGHWAY 81 FOR 1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PR0876'
 PR0876'TO REACH THE AZIMUTH FROM THE STATION GO WEST ON U.S. HIGHWAY 81
 PR0876'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PR0876'
 PR0876'HEIGHT OF LIGHT ABOVE STATION MARK 1.202 METERS.
 PR0876
 PR0876                          STATION RECOVERY (1957)
 PR0876
 PR0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 PR0876'THE STATION MARK WAS FOUND PROJECTING ABOUT 2-1/2 FEET ABOVE
 PR0876'THE GROUND.  BOTH UNDERGROUND AND STATION MARK WERE LOWERED ABOUT
 PR0876'2-1/2 FEET, LEAVING THE STATION MARK FLUSH WITH THE SURFACE OF THE
 PR0876'GROUND.  THE POSITIONS OF THE UNDERGROUND MARK AND THE SURFACE
 PR0876'STATION MARK DID NOT CHECK BY ABOUT 1/4 INCH SO THE POSITION
 PR0876'OF THE UNDERGROUND MARK WAS USED.  IT IS POSSIBLE THAT THE
 PR0876'SURFACE MARK WAS MOVED SLIGHTLY WHEN THE DIRT WAS REMOVED
 PR0876'FROM AROUND IT.
 PR0876'
 PR0876'BOTH OF THE REFERENCE MARKS HAD BEEN DESTROYED SO TWO NEW
 PR0876'MARKS WERE ESTABLISHED.  R.M. NO. 3 IS SOUTH-SOUTHEAST OF THE
 PR0876'STATION, 58 FEET WEST OF THE WEST END OF A METAL BUILDING,
 PR0876'52 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND
 PR0876'UNDER A GUARD FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 PR0876'THE DISK IS STAMPED, HERMAN NO 3 1949-1957.
 PR0876'
 PR0876'R.M. NO. 4 IS WEST-SOUTHWEST OF THE STATION, 68 FEET SOUTH
 PR0876'OF THE CENTER LINE OF U.S. HIGHWAY 81, 30 FEET WEST OF THE
 PR0876'CENTER LINE OF NORTH-SOUTH ROAD, 18 FEET SOUTH OF A FENCE CORNER
 PR0876'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES
 PR0876'AND THE DISK IS STAMPED, HERMAN NO 4 1949-1957.
 PR0876'
 PR0876'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 PR0876'CONDITION.
 PR0876
 PR0876                          STATION RECOVERY (1975)
 PR0876
 PR0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PR0876'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4, AND THE AZIMUTH
 PR0876'MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 PR0876'
 PR0876'ADDITIONAL REFERENCES--
 PR0876'
 PR0876'THE AZIMUTH MARK IS ON THE NORTH SIDE OF U.S. HIGHWAY 81, OPPOSITE
 PR0876'THE DRIVEWAY LEADING SOUTH INTO THE W.D. MC CRACKEN FARMSTEAD.  IT
 PR0876'IS 105 FEET NORTH-NORTHWEST OF A POWER POLE AT THE EAST EDGE OF THE
 PR0876'DRIVEWAY, AND 1-FOOT EAST OF A METAL WITNESS POST.
 PR0876'
 PR0876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0876'IN THE WEST PART OF MADISON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0783 ***********************************************************************
 OT0783  DESIGNATION -  HERMOSA
 OT0783  PID         -  OT0783
 OT0783  STATE/COUNTY-  SD/CUSTER
 OT0783  COUNTRY     -  US
 OT0783  USGS QUAD   -  HERMOSA (2017)
 OT0783
 OT0783                         *CURRENT SURVEY CONTROL
 OT0783  ______________________________________________________________________
 OT0783* NAD 83(1996) POSITION- 43 47 40.58701(N) 103 10 54.57310(W)   ADJUSTED
 OT0783* NAVD 88 ORTHO HEIGHT -  1083.    (meters)     3553.    (feet) SCALED
 OT0783  ______________________________________________________________________
 OT0783  GEOID HEIGHT    -        -16.164 (meters)                     GEOID18
 OT0783  LAPLACE CORR    -        -11.67  (seconds)                    DEFLEC18
 OT0783  HORZ ORDER      -  SECOND
 OT0783
 OT0783.The horizontal coordinates were established by classical geodetic methods
 OT0783.and adjusted by the National Geodetic Survey in January 1998.
 OT0783
 OT0783.The orthometric height was scaled from a topographic map.
 OT0783
 OT0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0783.GEOID18 height accuracy estimate available here.
 OT0783
 OT0783.Click photographs - Photos may exist for this station.
 OT0783
 OT0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0783
 OT0783. The following values were computed from the NAD 83(1996) position.
 OT0783
 OT0783;                    North         East     Units Scale Factor Converg.
 OT0783;SPC SD S     -   166,266.098   370,811.790   MT  0.99991159   -1 57 54.1
 OT0783;SPC SD S     -   545,491.36  1,216,571.68   sFT  0.99991159   -1 57 54.1
 OT0783;UTM  13      - 4,850,667.245   646,273.496   MT  0.99986317   +1 15 30.7
 OT0783
 OT0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0783!SPC SD S     -   0.99983282  x   0.99991159  =   0.99974442
 OT0783!UTM  13      -   0.99983282  x   0.99986317  =   0.99969601
 OT0783
 OT0783:                Primary Azimuth Mark                     Grid Az
 OT0783:SPC SD S     -  HERMOSA AZ MK                            038 20 05.6
 OT0783:UTM  13      -  HERMOSA AZ MK                            035 06 40.8
 OT0783
 OT0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4627350667(NAD 83)
 OT0783
 OT0783|---------------------------------------------------------------------|
 OT0783| PID    Reference Object                     Distance      Geod. Az  |
 OT0783|                                                           dddmmss.s |
 OT0783| CQ3964 HERMOSA RM 2                         10.079 METERS 00334     |
 OT0783| OT0784 HERMOSA TV STA KOTA MAST            APPROX. 1.6 KM 0054233.0 |
 OT0783| CQ3962 HERMOSA AZ MK                                      0362211.5 |
 OT0783| CQ3963 HERMOSA RM 1                         10.539 METERS 10532     |
 OT0783|---------------------------------------------------------------------|
 OT0783
 OT0783                          SUPERSEDED SURVEY CONTROL
 OT0783
 OT0783  NAD 83(1995)-  43 47 40.58475(N)    103 10 54.57338(W) AD(       ) 2
 OT0783  NAD 83(1993)-  43 47 40.57872(N)    103 10 54.57729(W) AD(       ) 2
 OT0783  NAD 83(1986)-  43 47 40.57308(N)    103 10 54.58428(W) AD(       ) 2
 OT0783  NAD 27      -  43 47 40.59800(N)    103 10 52.89420(W) AD(       ) 2
 OT0783
 OT0783.Superseded values are not recommended for survey control.
 OT0783
 OT0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0783.See file dsdata.pdf to determine how the superseded data were derived.
 OT0783
 OT0783_MARKER: DS = TRIANGULATION STATION DISK
 OT0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0783_STAMPING: HERMOSA 1961
 OT0783_MARK LOGO: CGS
 OT0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0783+STABILITY: SURFACE MOTION
 OT0783
 OT0783  HISTORY     - Date     Condition        Report By
 OT0783  HISTORY     - 1961     MONUMENTED       CGS
 OT0783
 OT0783                          STATION DESCRIPTION
 OT0783
 OT0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0783'THE STATION IS 2-1/2 MILES SOUTH OF HERMOSA AND ONE HALF MILE
 OT0783'SOUTHWEST OF MR. HASSELSTROMS HOUSE, THE PROPERTY OWNER.
 OT0783'
 OT0783'TO REACH THE STATION FROM THE POST OFFICE IN HERMOSA GO SOUTH
 OT0783'ON STATE HIGHWAY 79 FOR 1.4 MILES TO A SIDE ROAD LEFT, WHERE STATE
 OT0783'HIGHWAY 79 CURVES TO THE RIGHT.  TURN LEFT AND GO EAST 0.45 MILE
 OT0783'TO A LARGE GRAVEL PIT, TURN RIGHT AND GO SOUTH, SOUTHEAST AND
 OT0783'SOUTH FOR 1.7 MILES TO MR. HASSELSTROMS HOUSE ON THE LEFT.
 OT0783'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH
 OT0783'MARK ON THE LEFT.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.15
 OT0783'MILE TO A GATE ON THE LEFT AND A DIM TRACK ROAD ON THE RIGHT,
 OT0783'TURN RIGHT AND FOLLOW THE DIM TRACK ROAD SOUTHWEST 0.1 MILE
 OT0783'TO THE STATION.
 OT0783'
 OT0783'THE STATION MARK, STAMPED HERMOSA 1961, IS A STANDARD DISK
 OT0783'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OT0783'4 INCHES.  IT IS 5.6 FEET WEST OF THE WITNESS POST.
 OT0783'
 OT0783'REFERENCE MARK NO. 1, STAMPED HERMOSA NO 1 1961, IS A STANDARD
 OT0783'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 OT0783'PROJECTS 1 INCH.  IT IS 29 FEET EAST OF THE WITNESS POST.
 OT0783'
 OT0783'REFERENCE MARK NO. 2, STAMPED HERMOSA NO 2 1961, IS A STANDARD
 OT0783'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 OT0783'PROJECTS 3 INCHES.  IT IS 34 FEET NORTH OF THE WITNESS POST AND
 OT0783'4 FEET BELOW STATION ELEVATION.
 OT0783'
 OT0783'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 52.5 FEET.
 OT0783'
 OT0783'THE AZIMUTH MARK, STAMPED HERMOSA 1961, IS A STANDARD DISK
 OT0783'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 OT0783'1 INCH.  IT IS 27 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 OT0783'3 FEET SOUTH OF THE WITNESS POST AND 6 INCHES WEST OF A
 OT0783'NORTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0784 ***********************************************************************
 OT0784  DESIGNATION -  HERMOSA TV STA KOTA MAST
 OT0784  PID         -  OT0784
 OT0784  STATE/COUNTY-  SD/CUSTER
 OT0784  COUNTRY     -  US
 OT0784  USGS QUAD   -  HERMOSA (2017)
 OT0784
 OT0784                         *CURRENT SURVEY CONTROL
 OT0784  ______________________________________________________________________
 OT0784* NAD 83(1996) POSITION- 43 48 33.19738(N) 103 10 47.31013(W)   ADJUSTED
 OT0784  ______________________________________________________________________
 OT0784  GEOID HEIGHT    -        -16.165 (meters)                     GEOID18
 OT0784  LAPLACE CORR    -        -11.93  (seconds)                    DEFLEC18
 OT0784  HORZ ORDER      -  THIRD
 OT0784
 OT0784.The horizontal coordinates were established by classical geodetic methods
 OT0784.and adjusted by the National Geodetic Survey in January 1998.
 OT0784
 OT0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0784.GEOID18 height accuracy estimate available here.
 OT0784
 OT0784.Click photographs - Photos may exist for this station.
 OT0784
 OT0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0784
 OT0784. The following values were computed from the NAD 83(1996) position.
 OT0784
 OT0784;                    North         East     Units Scale Factor Converg.
 OT0784;SPC SD S     -   167,883.173   371,029.686   MT  0.99991240   -1 57 49.1
 OT0784;SPC SD S     -   550,796.71  1,217,286.56   sFT  0.99991240   -1 57 49.1
 OT0784;UTM  13      - 4,852,293.936   646,400.104   MT  0.99986362   +1 15 37.0
 OT0784
 OT0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4640052293(NAD 83)
 OT0784
 OT0784                          SUPERSEDED SURVEY CONTROL
 OT0784
 OT0784  NAD 83(1995)-  43 48 33.19498(N)    103 10 47.31048(W) AD(       ) 3
 OT0784  NAD 83(1993)-  43 48 33.18875(N)    103 10 47.31412(W) AD(       ) 3
 OT0784  NAD 83(1986)-  43 48 33.18299(N)    103 10 47.31828(W) AD(       ) 3
 OT0784  NAD 27      -  43 48 33.20900(N)    103 10 45.63200(W) AD(       ) 3
 OT0784
 OT0784.Superseded values are not recommended for survey control.
 OT0784
 OT0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0784.See file dsdata.pdf to determine how the superseded data were derived.
 OT0784
 OT0784_MARKER: 42 = RADIO/TV MAST
 OT0784
 OT0784  HISTORY     - Date     Condition        Report By
 OT0784  HISTORY     - 1961     FIRST OBSERVED   CGS
 OT0784
 OT0784                          STATION DESCRIPTION
 OT0784
 OT0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0784'THE STATION IS 2 MILES SOUTH OF HERMOSA.  IT IS A SINGLE
 OT0784'COLUMN STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE,
 OT0784'HAVING AN OVER-ALL HEIGHT OF 150 FEET.  THE TOP AND CENTER
 OT0784'WAS THE POINT OBSERVED UPON.
 OT0784'
 OT0784'TO REACH THE STATION FROM THE POST OFFICE IN HERMOSA, GO
 OT0784'SOUTHWEST ON STATE HIGHWAY 79 FOR 1.4 MILES TO A SIDE ROAD
 OT0784'LEFT WHERE THE HIGHWAY CURVES TO THE RIGHT.  TURN LEFT AND
 OT0784'GO EAST FOR 0.45 MILE TO A LARGE GRAVEL PIT, TURN RIGHT AND
 OT0784'FOLLOW THE GRAVELED ROAD SOUTHWARD FOR 1.2 MILES TO THE
 OT0784'STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0894 ***********************************************************************
 OR0894  DESIGNATION -  HERRICK MUNICIPAL TANK
 OR0894  PID         -  OR0894
 OR0894  STATE/COUNTY-  SD/GREGORY
 OR0894  COUNTRY     -  US
 OR0894  USGS QUAD   -  HERRICK (2017)
 OR0894
 OR0894                         *CURRENT SURVEY CONTROL
 OR0894  ______________________________________________________________________
 OR0894* NAD 83(1996) POSITION- 43 06 49.15853(N) 099 11 15.11791(W)   ADJUSTED
 OR0894  ______________________________________________________________________
 OR0894  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 OR0894  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 OR0894  HORZ ORDER      -  THIRD
 OR0894
 OR0894.The horizontal coordinates were established by classical geodetic methods
 OR0894.and adjusted by the National Geodetic Survey in January 1998.
 OR0894
 OR0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0894.GEOID18 height accuracy estimate available here.
 OR0894
 OR0894.Click photographs - Photos may exist for this station.
 OR0894
 OR0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0894
 OR0894. The following values were computed from the NAD 83(1996) position.
 OR0894
 OR0894;                    North         East     Units Scale Factor Converg.
 OR0894;SPC SD S     -    87,330.181   693,249.251   MT  0.99994542   +0 47 25.6
 OR0894;SPC SD S     -   286,515.77  2,274,435.25   sFT  0.99994542   +0 47 25.6
 OR0894;UTM  14      - 4,773,453.198   484,742.716   MT  0.99960286   -0 07 41.4
 OR0894
 OR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8474273453(NAD 83)
 OR0894
 OR0894                          SUPERSEDED SURVEY CONTROL
 OR0894
 OR0894  NAD 83(1995)-  43 06 49.15848(N)    099 11 15.11808(W) AD(       ) 3
 OR0894  NAD 83(1986)-  43 06 49.16505(N)    099 11 15.12512(W) AD(       ) 3
 OR0894  NAD 27      -  43 06 49.16900(N)    099 11 13.77600(W) AD(       ) 3
 OR0894
 OR0894.Superseded values are not recommended for survey control.
 OR0894
 OR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0894.See file dsdata.pdf to determine how the superseded data were derived.
 OR0894
 OR0894_MARKER: 53 = ELEVATED TANK
 OR0894
 OR0894  HISTORY     - Date     Condition        Report By
 OR0894  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0894  HISTORY     - 1936     GOOD             CGS
 OR0894  HISTORY     - 1948     GOOD             CGS
 OR0894
 OR0894                          STATION DESCRIPTION
 OR0894
 OR0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0894'POINT OBSERVED UPON IS FINIAL OF BLACK MUNICIPAL WATER TANK
 OR0894'IN HERRICK.  TANK IS APPROXIMATELY 125 FEET HIGH AND IS LOCATED
 OR0894'IN THE SOUTH CENTRAL PART OF THE TOWN.
 OR0894'
 OR0894'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS BURKE,
 OR0894'DICKENS, SPRING, AND MILLS.
 OR0894
 OR0894                          STATION RECOVERY (1936)
 OR0894
 OR0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0894'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL WATER
 OR0894'TANK OF HERRICK, S. DAK.  TANK IS LOCATED IN THE CENTRAL
 OR0894'POINT OF TOWN AND IS ABOUT 100 FEET HIGH.
 OR0894'
 OR0894'OBSERVED UPON FROM TRIANGULATION STATIONS WHETSTONE, MIDDLE,
 OR0894'AND PONCA.
 OR0894
 OR0894                          STATION RECOVERY (1948)
 OR0894
 OR0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0894'THE STATION IS LOCATED IN THE TOWN OF HERRICK.  IT IS 1 BLOCK
 OR0894'SOUTH OF, AND 1 BLOCK EAST OF THE POST OFFICE, AND 35 FEET
 OR0894'SOUTH OF AN EAST-WEST STREET.  IT IS A 4-LEGGED STEEL STRUCTURE
 OR0894'ABOUT 100 FEET HIGH AND ABOUT 35 FEET SQUARE AT THE BASE.
 OR0894'THE LEGS OF THE TANK ARE BLACK AND THE TANK IS SILVER.
 OR0894'
 OR0894'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0664 ***********************************************************************
 QS0664  DESIGNATION -  HERRIED WT
 QS0664  PID         -  QS0664
 QS0664  STATE/COUNTY-  SD/CAMPBELL
 QS0664  COUNTRY     -  US
 QS0664  USGS QUAD   -  HERREID (2017)
 QS0664
 QS0664                         *CURRENT SURVEY CONTROL
 QS0664  ______________________________________________________________________
 QS0664* NAD 83(1996) POSITION- 45 50 04.60523(N) 100 04 20.34317(W)   ADJUSTED
 QS0664  ______________________________________________________________________
 QS0664  GEOID HEIGHT    -        -22.149 (meters)                     GEOID18
 QS0664  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 QS0664  HORZ ORDER      -  THIRD
 QS0664
 QS0664.The horizontal coordinates were established by classical geodetic methods
 QS0664.and adjusted by the National Geodetic Survey in January 1998.
 QS0664
 QS0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0664.GEOID18 height accuracy estimate available here.
 QS0664
 QS0664.Click photographs - Photos may exist for this station.
 QS0664
 QS0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0664
 QS0664. The following values were computed from the NAD 83(1996) position.
 QS0664
 QS0664;                    North         East     Units Scale Factor Converg.
 QS0664;SPC SD N     -   222,401.012   594,381.194   MT  1.00003272   -0 03 04.3
 QS0664;SPC SD N     -   729,660.65  1,950,065.63   sFT  1.00003272   -0 03 04.3
 QS0664;UTM  14      - 5,076,231.131   416,721.066   MT  0.99968526   -0 46 09.3
 QS0664
 QS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1672176231(NAD 83)
 QS0664
 QS0664                          SUPERSEDED SURVEY CONTROL
 QS0664
 QS0664  NAD 83(1986)-  45 50 04.59542(N)    100 04 20.33805(W) AD(       ) 3
 QS0664  NAD 27      -  45 50 04.62804(N)    100 04 18.91524(W) AD(       ) 3
 QS0664
 QS0664.Superseded values are not recommended for survey control.
 QS0664
 QS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0664.See file dsdata.pdf to determine how the superseded data were derived.
 QS0664
 QS0664_MARKER: 53 = ELEVATED TANK
 QS0664
 QS0664  HISTORY     - Date     Condition        Report By
 QS0664  HISTORY     - 1964     FIRST OBSERVED   USGS
 QS0664
 QS0664                          STATION DESCRIPTION
 QS0664
 QS0664'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0664'HERRIED WATER TANK, LOCATED ON TOWER STREET IN THE W. EDGE OF HERRIED,
 QS0664'IT IS A STANDARD, 3 SEC. HIGH, 4 LEGGED WATER TANK WITH A BALL ATOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0398 ***********************************************************************
 QT0398  DESIGNATION -  HIDDEN
 QT0398  PID         -  QT0398
 QT0398  STATE/COUNTY-  SD/PERKINS
 QT0398  COUNTRY     -  US
 QT0398  USGS QUAD   -  HAYNES SE (2017)
 QT0398
 QT0398                         *CURRENT SURVEY CONTROL
 QT0398  ______________________________________________________________________
 QT0398* NAD 83(1996) POSITION- 45 49 09.16140(N) 102 17 22.32638(W)   ADJUSTED
 QT0398* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 QT0398  ______________________________________________________________________
 QT0398  GEOID HEIGHT    -        -18.603 (meters)                     GEOID18
 QT0398  LAPLACE CORR    -         -7.51  (seconds)                    DEFLEC18
 QT0398  HORZ ORDER      -  THIRD
 QT0398
 QT0398.The horizontal coordinates were established by classical geodetic methods
 QT0398.and adjusted by the National Geodetic Survey in January 1998.
 QT0398
 QT0398.The orthometric height was scaled from a topographic map.
 QT0398
 QT0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0398.GEOID18 height accuracy estimate available here.
 QT0398
 QT0398.Click photographs - Photos may exist for this station.
 QT0398
 QT0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0398
 QT0398. The following values were computed from the NAD 83(1996) position.
 QT0398
 QT0398;                    North         East     Units Scale Factor Converg.
 QT0398;SPC SD N     -   223,202.616   422,086.872   MT  1.00002906   -1 37 13.4
 QT0398;SPC SD N     -   732,290.58  1,384,796.68   sFT  1.00002906   -1 37 13.4
 QT0398;UTM  13      - 5,077,533.943   710,557.912   MT  1.00014508   +1 56 40.2
 QT0398
 QT0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0398!SPC SD N     -   0.99988340  x   1.00002906  =   0.99991245
 QT0398!UTM  13      -   0.99988340  x   1.00014508  =   1.00002846
 QT0398
 QT0398:                Primary Azimuth Mark                     Grid Az
 QT0398:SPC SD N     -  HIDDEN AZ MK                             094 25 26.3
 QT0398:UTM  13      -  HIDDEN AZ MK                             090 51 32.7
 QT0398
 QT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1055777533(NAD 83)
 QT0398
 QT0398|---------------------------------------------------------------------|
 QT0398| PID    Reference Object                     Distance      Geod. Az  |
 QT0398|                                                           dddmmss.s |
 QT0398| CQ7827 HIDDEN RM 1                           7.813 METERS 08817     |
 QT0398| CQ7826 HIDDEN AZ MK                                       0924812.9 |
 QT0398| CQ7828 HIDDEN RM 2                           7.799 METERS 26920     |
 QT0398|---------------------------------------------------------------------|
 QT0398
 QT0398                          SUPERSEDED SURVEY CONTROL
 QT0398
 QT0398  NAD 83(1993)-  45 49 09.15188(N)    102 17 22.32386(W) AD(       ) 3
 QT0398  NAD 83(1986)-  45 49 09.15229(N)    102 17 22.32416(W) AD(       ) 3
 QT0398  NAD 27      -  45 49 09.15100(N)    102 17 20.74900(W) AD(       ) 3
 QT0398
 QT0398.Superseded values are not recommended for survey control.
 QT0398
 QT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0398.See file dsdata.pdf to determine how the superseded data were derived.
 QT0398
 QT0398_MARKER: DS = TRIANGULATION STATION DISK
 QT0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0398_STAMPING: HIDDEN 1952
 QT0398_MARK LOGO: CGS
 QT0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0398+STABILITY: SURFACE MOTION
 QT0398
 QT0398  HISTORY     - Date     Condition        Report By
 QT0398  HISTORY     - 1952     MONUMENTED       CGS
 QT0398  HISTORY     - 1970     GOOD             USAF
 QT0398
 QT0398                          STATION DESCRIPTION
 QT0398
 QT0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0398'THE STATION IS IN SECTION 32, T 22 N, R 15 E, ON THE
 QT0398'RIGHT-OF-WAY OF AN OLD SECTION LINE ROAD ABOUT 8-1/4 MILES
 QT0398'SOUTH AND 6-1/4 MILES WEST OF LEMMON, 5-1/2 MILES WEST AND
 QT0398'3-1/2 MILES NORTH OF SHADEHILL, 5 FEET EAST OF A 4 X 4 INCH
 QT0398'WITNESS POST AND 3 FEET SOUTH OF A WIRE FENCE.
 QT0398'
 QT0398'TO REACH THE STATION FROM THE POST OFFICE IN SHADEHILL, GO
 QT0398'EASTERLY FOR 0.15 MILE TO STATE HIGHWAY 73, TURN LEFT ON THE
 QT0398'HIGHWAY AND GO NORTH FOR 0.85 MILE TO A SIDE ROAD ON THE LEFT
 QT0398'AND A FILLING STATION IN THE SOUTHWEST ANGLE, TURN LEFT AND GO
 QT0398'WEST FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.8 MILES
 QT0398'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE MAIN
 QT0398'GRADED DIRT ROAD FOR 1.0 MILE TO A POINT WHERE THE MAIN ROAD
 QT0398'TURNS LEFT, TURN LEFT AND GO WEST FOR 2.0 MILES TO AN OLD
 QT0398'SCHOOL HOUSE ON THE RIGHT, CONTINUE WEST FOR 1.0 MILE, TURN
 QT0398'RIGHT AND GO NORTH FOR 1.0 MILE, TURN LEFT ON THE MAIN ROAD AND
 QT0398'GO 1.0 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 QT0398'GO NORTH 1.0 MILE TO AN OLD SECTION LINE ROAD ON THE
 QT0398'RIGHT, TURN RIGHT AND GO EAST FOR 0.6 MILE TO THE TOP OF THE
 QT0398'RIDGE AND THE STATION ON THE LEFT, CONTINUE EAST FOR 0.4
 QT0398'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QT0398'
 QT0398'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0398'HIDDEN 1952.
 QT0398'
 QT0398'REFERENCE MARK 1 IS 3 FEET SOUTH OF THE WIRE FENCE.  THE MARK
 QT0398'PROJECTS 8 INCHES AND THE DISK IS STAMPED HIDDEN NO 1 1952.
 QT0398'
 QT0398'REFERENCE MARK 2 IS 3 FEET SOUTH OF A WIRE FENCE.  THE MARK
 QT0398'PROJECTS 8 INCHES AND THE DISK IS STAMPED HIDDEN NO 2 1952.
 QT0398'
 QT0398'THE AZIMUTH MARK IS 3 FEET SOUTH-SOUTHWEST OF A 4 X 4 INCH
 QT0398'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 QT0398'PROJECTS 9 INCHES AND THE DISK IS STAMPED HIDDEN 1952.
 QT0398'
 QT0398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0398
 QT0398                          STATION RECOVERY (1970)
 QT0398
 QT0398'RECOVERY NOTE BY US AIR FORCE 1970
 QT0398'STATION, BOTH R.M.S, AND THE AZIMUTH MARK WERE RECOVERED IN
 QT0398'GOOD CONDITION AS DESCRIBED.
 QT0398'
 QT0398'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 QT0398'
 QT0398'TO REACH THE STATION FROM THE U.S. POST OFFICE AND FILLING
 QT0398'STATION IN SUMMERVILLE, SOUTH DAKOTA, GO NORTH ON STATE HIGHWAY
 QT0398'73 FOR 150 FEET TO A PAVED ROAD LEFT.  TURN LEFT (WEST) ON THE
 QT0398'PAVED ROAD FOR 0.2 MILE TO A POINT WHERE THE PAVED ROAD TURNS
 QT0398'RIGHT.  TURN RIGHT, AND CONTINUE ON THE PAVED ROAD FOR 1.8
 QT0398'MILES TO THE END OF PAVEMENT.  CONTINUE STRAIGHT (WEST) FOR
 QT0398'2.0 MILES ON THE GRAVEL ROAD TO THE POINT WHERE THE GRAVEL
 QT0398'ROAD TURNS NORTH.  GO NORTH ON THE GRAVEL ROAD FOR 1.0 MILE
 QT0398'TO AN INTERSECTION.  TURN LEFT (WEST) FOR 1.0 MILE, THENCE
 QT0398'RIGHT (NORTH) FOR 1.0 MILE TO A MAIN ROAD.  TURN LEFT (WEST)
 QT0398'ON THE MAIN ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN
 QT0398'RIGHT (NORTH) 1.0 MILE TO AN OLD SECTION LINE ROAD ON THE
 QT0398'RIGHT.  TURN RIGHT (EAST) FOR 0.6 MILE TO THE TOP OF A
 QT0398'RIDGE AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 QT0398'MARK FROM THE STATION, CONTINUE EAST FOR 0.4 MILE TO THE
 QT0398'MONUMENT ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2093 ***********************************************************************
 PU2093  DESIGNATION -  HIGGINS
 PU2093  PID         -  PU2093
 PU2093  STATE/COUNTY-  SD/LAWRENCE
 PU2093  COUNTRY     -  US
 PU2093  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2093
 PU2093                         *CURRENT SURVEY CONTROL
 PU2093  ______________________________________________________________________
 PU2093* NAD 83(1996) POSITION- 44 31 12.74647(N) 103 56 07.48349(W)   ADJUSTED
 PU2093* NAVD 88 ORTHO HEIGHT -  1177.212 (meters)     3862.24  (feet) ADJUSTED
 PU2093  ______________________________________________________________________
 PU2093  GEOID HEIGHT    -        -14.579 (meters)                     GEOID18
 PU2093  LAPLACE CORR    -         -6.15  (seconds)                    DEFLEC18
 PU2093  DYNAMIC HEIGHT  -       1176.813 (meters)     3860.93  (feet) COMP
 PU2093  MODELED GRAVITY -    980,237.6   (mgal)                       NAVD 88
 PU2093
 PU2093  HORZ ORDER      -  SECOND
 PU2093  VERT ORDER      -  SECOND    CLASS 0
 PU2093
 PU2093.The horizontal coordinates were established by classical geodetic methods
 PU2093.and adjusted by the National Geodetic Survey in January 1998.
 PU2093
 PU2093.The orthometric height was determined by differential leveling and
 PU2093.adjusted by the NATIONAL GEODETIC SURVEY
 PU2093.in June 1991.
 PU2093
 PU2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2093.GEOID18 height accuracy estimate available here.
 PU2093
 PU2093.Click photographs - Photos may exist for this station.
 PU2093
 PU2093.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2093
 PU2093.The dynamic height is computed by dividing the NAVD 88
 PU2093.geopotential number by the normal gravity value computed on the
 PU2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2093.degrees latitude (g = 980.6199 gals.).
 PU2093
 PU2093.The modeled gravity was interpolated from observed gravity values.
 PU2093
 PU2093. The following values were computed from the NAD 83(1996) position.
 PU2093
 PU2093;                    North         East     Units Scale Factor Converg.
 PU2093;SPC SD N     -    83,930.108   287,255.434   MT  0.99998177   -2 47 06.9
 PU2093;SPC SD N     -   275,360.70    942,437.20   sFT  0.99998177   -2 47 06.9
 PU2093;SPC WY E     -   447,287.229   297,881.331   MT  1.00005528   +0 51 48.2
 PU2093;SPC WY E     - 1,467,474.85    977,299.00   sFT  1.00005528   +0 51 48.2
 PU2093;UTM  13      - 4,930,204.903   584,603.197   MT  0.99968802   +0 44 47.4
 PU2093
 PU2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2093!SPC SD N     -   0.99981774  x   0.99998177  =   0.99979951
 PU2093!SPC WY E     -   0.99981774  x   1.00005528  =   0.99987301
 PU2093!UTM  13      -   0.99981774  x   0.99968802  =   0.99950581
 PU2093
 PU2093:                Primary Azimuth Mark                     Grid Az
 PU2093:SPC SD N     -  GUY                                      320 19 29.4
 PU2093:SPC WY E     -  GUY                                      316 40 34.3
 PU2093:UTM  13      -  GUY                                      316 47 35.1
 PU2093
 PU2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8460330204(NAD 83)
 PU2093
 PU2093|---------------------------------------------------------------------|
 PU2093| PID    Reference Object                     Distance      Geod. Az  |
 PU2093|                                                           dddmmss.s |
 PU2093| PU2092 HIGGINS RM 1                          7.737 METERS 12229     |
 PU2093| PU2094 HIGGINS RM 2                          9.007 METERS 21653     |
 PU2093| PU2376 GUY                                 APPROX. 4.9 KM 3173222.5 |
 PU2093|---------------------------------------------------------------------|
 PU2093
 PU2093                          SUPERSEDED SURVEY CONTROL
 PU2093
 PU2093  NAD 83(1993)-  44 31 12.73991(N)    103 56 07.48554(W) AD(       ) 2
 PU2093  NAD 83(1986)-  44 31 12.73638(N)    103 56 07.47481(W) AD(       ) 2
 PU2093  NAD 27      -  44 31 12.79830(N)    103 56 05.73010(W) AD(       ) 2
 PU2093  NGVD 29 (??/??/92) 1176.658  (m)         3860.42   (f) ADJ UNCH    2 0
 PU2093
 PU2093.Superseded values are not recommended for survey control.
 PU2093
 PU2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2093.See file dsdata.pdf to determine how the superseded data were derived.
 PU2093
 PU2093_MARKER: DS = TRIANGULATION STATION DISK
 PU2093_SETTING: 66 = SET IN ROCK OUTCROP
 PU2093_STAMPING: HIGGINS 1962
 PU2093_MARK LOGO: CGS
 PU2093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2093+STABILITY: POSITION/ELEVATION WELL
 PU2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2093+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 PU2093
 PU2093  HISTORY     - Date     Condition        Report By
 PU2093  HISTORY     - 1962     MONUMENTED       CGS
 PU2093  HISTORY     - 1962     GOOD             CGS
 PU2093  HISTORY     - 19910822 GOOD             NGS
 PU2093  HISTORY     - 20070501 GOOD             NJS
 PU2093
 PU2093                          STATION DESCRIPTION
 PU2093
 PU2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2093'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF SPEARFISH,
 PU2093'ABOUT 400 FEET SOUTH OF A GRAVEL ROAD AND ON THE NORTH SIDE OF A
 PU2093'GRASS AND ROCK COVERED HILL SCATTERED WITH SMALL PINE TREES.
 PU2093'
 PU2093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND 14
 PU2093'ABOUT 1.5 MILES NORTH OF SPEARFISH, GO WEST ON U.S. HIGHWAY
 PU2093'14 FOR 3.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH ON
 PU2093'GRAVEL ROAD FOR 0.2 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 PU2093'AHEAD UP GRADE FOR 0.4 MILE TO A WIRE GATE ON THE LEFT.  TURN
 PU2093'LEFT, THROUGH GATE AND TURN LEFT, EAST FOR 0.1 MILE TO THE
 PU2093'STATION AS DESCRIBED.
 PU2093'
 PU2093'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2093'IN A 3 X 3 FEET OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 PU2093'GROUND.  IT IS STAMPED HIGGINS 1962.  IT IS 30 FEET SOUTH OF
 PU2093'WHERE THE HILL BREAKS SHARPLY TO THE NORTH.
 PU2093'
 PU2093'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2093'HOLE IN A 4 X 6 FEET OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 PU2093'THE GROUND.  IT IS STAMPED HIGGINS NO 1 1962.
 PU2093'
 PU2093'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2093'HOLE IN A 4 X 6 FEET OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 PU2093'THE GROUND.  IT IS STAMPED HIGGINS NO 2 1962.
 PU2093
 PU2093                          STATION RECOVERY (1962)
 PU2093
 PU2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU2093'5.6 MI NW FROM SPEARFISH.
 PU2093'0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU2093'SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY 85,
 PU2093'THENCE 4.65 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14, THENCE
 PU2093'0.3 MILE WEST-NORTHWEST ALONG A GRAVELED ROAD, 0.05 MILE
 PU2093'SOUTHEAST OF A GATE, ON THE TOP OF A ROCKY HILL, IN THE TOP
 PU2093'OF A 3- BY 3-FOOT OUTCROP ABOUT FLUSH WITH THE GROUND, ABOUT
 PU2093'150 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 29.6 FEET
 PU2093'NORTHEAST OF R.M. 2, 25.4 FEET WEST-NORTHWEST OF R.M. 1, ABOUT
 PU2093'20 FEET HIGHER THAN THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN
 PU2093'R.M. 1.
 PU2093
 PU2093                          STATION RECOVERY (1991)
 PU2093
 PU2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2093'3.3 KM (2.05 MI) WESTERLY ALONG INTERSTATE 90 FROM THE JUNCTION OF
 PU2093'JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, THENCE 5.2 KM (3.25 MI)
 PU2093'WESTERLY ALONG OLD U.S. HIGHWAY 14 (EXIT 10), THENCE 0.8 KM (0.50
 PU2093'MI) SOUTHWESTERLY ALONG A GRAVELED ROAD, IN TOP OF A 8 BY 8 FOOT AREA
 PU2093'OF OUTCROPPING BEDROCK, 80.0 M (262.5 FT) SOUTH OF THE CENTER OF THE
 PU2093'ROAD, 18.0 M (59.1 FT) ABOVE THE LEVEL OF THE ROAD, 9.1 M (29.9 FT)
 PU2093'NORTH-NORTHEAST OF REFERENCE MARK 2, 7.7 M (25.3 FT) WEST-NORTHWEST
 PU2093'OF REFERENCE MARK 1, AND FLUSH WITH THE GROUND SURFACE.
 PU2093
 PU2093                          STATION RECOVERY (2007)
 PU2093
 PU2093'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2092 ***********************************************************************
 PU2092  DESIGNATION -  HIGGINS RM 1
 PU2092  PID         -  PU2092
 PU2092  STATE/COUNTY-  SD/LAWRENCE
 PU2092  COUNTRY     -  US
 PU2092  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2092
 PU2092                         *CURRENT SURVEY CONTROL
 PU2092  ______________________________________________________________________
 PU2092* NAD 83(1986) POSITION- 44 31 12.61   (N) 103 56 07.19   (W)   HD_HELD1
 PU2092* NAVD 88 ORTHO HEIGHT -  1176.903 (meters)     3861.22  (feet) ADJUSTED
 PU2092  ______________________________________________________________________
 PU2092  GEOID HEIGHT    -        -14.579 (meters)                     GEOID18
 PU2092  DYNAMIC HEIGHT  -       1176.505 (meters)     3859.92  (feet) COMP
 PU2092  MODELED GRAVITY -    980,237.7   (mgal)                       NAVD 88
 PU2092
 PU2092  VERT ORDER      -  SECOND    CLASS 0
 PU2092
 PU2092.The horizontal coordinates were determined by differentially corrected
 PU2092.hand held GPS observations or other comparable positioning techniques
 PU2092.and have an estimated accuracy of +/- 3 meters.
 PU2092
 PU2092.The orthometric height was determined by differential leveling and
 PU2092.adjusted by the NATIONAL GEODETIC SURVEY
 PU2092.in June 1991.
 PU2092
 PU2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2092.GEOID18 height accuracy estimate available here.
 PU2092
 PU2092.Click photographs - Photos may exist for this station.
 PU2092
 PU2092.The dynamic height is computed by dividing the NAVD 88
 PU2092.geopotential number by the normal gravity value computed on the
 PU2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2092.degrees latitude (g = 980.6199 gals.).
 PU2092
 PU2092.The modeled gravity was interpolated from observed gravity values.
 PU2092
 PU2092;                    North         East    Units  Estimated Accuracy
 PU2092;SPC SD N     -    83,925.6     287,261.7     MT  (+/- 3 meters HH1 GPS) 
 PU2092
 PU2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8460930200(NAD 83)
 PU2092
 PU2092                          SUPERSEDED SURVEY CONTROL
 PU2092
 PU2092  NGVD 29 (??/??/92) 1176.35   (m)         3859.4    (f) COMPUTED    2 0
 PU2092
 PU2092.Superseded values are not recommended for survey control.
 PU2092
 PU2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2092.See file dsdata.pdf to determine how the superseded data were derived.
 PU2092
 PU2092_MARKER: DR = REFERENCE MARK DISK
 PU2092_SETTING: 66 = SET IN ROCK OUTCROP
 PU2092_STAMPING: HIGGINS NO 1 1962
 PU2092_MARK LOGO: CGS
 PU2092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2092+STABILITY: POSITION/ELEVATION WELL
 PU2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2092+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 PU2092
 PU2092  HISTORY     - Date     Condition        Report By
 PU2092  HISTORY     - 1962     MONUMENTED       CGS
 PU2092  HISTORY     - 19910822 GOOD             NGS
 PU2092  HISTORY     - 20070501 GOOD             NJS
 PU2092
 PU2092                          STATION DESCRIPTION
 PU2092
 PU2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2092'5.6 MI NW FROM SPEARFISH.
 PU2092'0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU2092'SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY 85,
 PU2092'THENCE 4.65 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14, THENCE
 PU2092'0.3 MILE WEST-NORTHWEST ALONG A GRAVELED ROAD, 0.05 MILE
 PU2092'SOUTHEAST OF A GATE, ON THE TOP OF A ROCKY HILL, IN THE TOP
 PU2092'OF A 4- BY 5 1/2-FOOT OUTCROP ABOUT FLUSH WITH THE GROUND,
 PU2092'25.4 FEET EAST-SOUTHEAST OF THE STATION, 40.45 FEET
 PU2092'EAST-NORTHEAST OF R.M. 2, AND ABOUT LEVEL WITH THE STATION.
 PU2092
 PU2092                          STATION RECOVERY (1991)
 PU2092
 PU2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2092'3.3 KM (2.05 MI) WESTERLY ALONG INTERSTATE 90 FROM THE JUNCTION OF
 PU2092'JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, THENCE 5.2 KM (3.25 MI)
 PU2092'WESTERLY ALONG OLD U.S. HIGHWAY 14 (EXIT 10), THENCE 0.8 KM (0.50
 PU2092'MI) SOUTHWESTERLY ALONG A GRAVELED ROAD, IN TOP OF A 4 BY 6 FOOT AREA
 PU2092'OF OUTCROPPING BEDROCK, 80.0 M (262.5 FT) SOUTH OF THE CENTER OF THE
 PU2092'ROAD, 18.0 M (59.1 FT) ABOVE THE LEVEL OF THE ROAD, 12.3 M (40.4 FT)
 PU2092'NORTHEAST OF REFERENCE MARK 2, 7.7 M (25.3 FT) EAST-SOUTHEAST OF
 PU2092'TRIANGULATION STATION HIGGINS, AND FLUSH WITH THE GROUND SURFACE.
 PU2092
 PU2092                          STATION RECOVERY (2007)
 PU2092
 PU2092'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2094 ***********************************************************************
 PU2094  DESIGNATION -  HIGGINS RM 2
 PU2094  PID         -  PU2094
 PU2094  STATE/COUNTY-  SD/LAWRENCE
 PU2094  COUNTRY     -  US
 PU2094  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2094
 PU2094                         *CURRENT SURVEY CONTROL
 PU2094  ______________________________________________________________________
 PU2094* NAD 83(1986) POSITION- 44 31 12.51   (N) 103 56 07.73   (W)   HD_HELD1
 PU2094* NAVD 88 ORTHO HEIGHT -  1177.792 (meters)     3864.14  (feet) ADJUSTED
 PU2094  ______________________________________________________________________
 PU2094  GEOID HEIGHT    -        -14.578 (meters)                     GEOID18
 PU2094  DYNAMIC HEIGHT  -       1177.392 (meters)     3862.83  (feet) COMP
 PU2094  MODELED GRAVITY -    980,237.7   (mgal)                       NAVD 88
 PU2094
 PU2094  VERT ORDER      -  SECOND    CLASS 0
 PU2094
 PU2094.The horizontal coordinates were determined by differentially corrected
 PU2094.hand held GPS observations or other comparable positioning techniques
 PU2094.and have an estimated accuracy of +/- 3 meters.
 PU2094
 PU2094.The orthometric height was determined by differential leveling and
 PU2094.adjusted by the NATIONAL GEODETIC SURVEY
 PU2094.in June 1991.
 PU2094
 PU2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2094.GEOID18 height accuracy estimate available here.
 PU2094
 PU2094.Click photographs - Photos may exist for this station.
 PU2094
 PU2094.The dynamic height is computed by dividing the NAVD 88
 PU2094.geopotential number by the normal gravity value computed on the
 PU2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2094.degrees latitude (g = 980.6199 gals.).
 PU2094
 PU2094.The modeled gravity was interpolated from observed gravity values.
 PU2094
 PU2094;                    North         East    Units  Estimated Accuracy
 PU2094;SPC SD N     -    83,923.1     287,249.6     MT  (+/- 3 meters HH1 GPS) 
 PU2094
 PU2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8459730197(NAD 83)
 PU2094
 PU2094                          SUPERSEDED SURVEY CONTROL
 PU2094
 PU2094  NGVD 29 (??/??/92) 1177.24   (m)         3862.3    (f) COMPUTED    2 0
 PU2094
 PU2094.Superseded values are not recommended for survey control.
 PU2094
 PU2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2094.See file dsdata.pdf to determine how the superseded data were derived.
 PU2094
 PU2094_MARKER: DR = REFERENCE MARK DISK
 PU2094_SETTING: 66 = SET IN ROCK OUTCROP
 PU2094_STAMPING: HIGGINS NO 2 1962
 PU2094_MARK LOGO: CGS
 PU2094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2094+STABILITY: POSITION/ELEVATION WELL
 PU2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2094+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 PU2094
 PU2094  HISTORY     - Date     Condition        Report By
 PU2094  HISTORY     - 1962     MONUMENTED       CGS
 PU2094  HISTORY     - 19910822 GOOD             NGS
 PU2094  HISTORY     - 20070501 GOOD             NJS
 PU2094
 PU2094                          STATION DESCRIPTION
 PU2094
 PU2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2094'5.6 MI NW FROM SPEARFISH.
 PU2094'0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU2094'SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY 85,
 PU2094'THENCE 4.65 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14, THENCE
 PU2094'0.3 MILE WEST-NORTHWEST ALONG A GRAVELED ROAD, 0.05 MILE
 PU2094'SOUTHEAST OF A GATE, ON THE TOP OF A ROCKY HILL, IN THE TOP
 PU2094'OF A 3- BY 3-FOOT OUTCROP WHICH PROJECTS ABOUT 0.2 FOOT ABOVE
 PU2094'THE GROUND, 29.6 FEET SOUTHWEST OF THE STATION, 40.45 FEET
 PU2094'WEST-SOUTHWEST OF R.M. 1.
 PU2094
 PU2094                          STATION RECOVERY (1991)
 PU2094
 PU2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2094'3.3 KM (2.05 MI) WESTERLY ALONG INTERSTATE 90 FROM THE JUNCTION OF
 PU2094'JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, THENCE 5.2 KM (3.25 MI)
 PU2094'WESTERLY ALONG OLD U.S. HIGHWAY 14 (EXIT 10), THENCE 0.8 KM (0.50
 PU2094'MI) SOUTHWESTERLY ALONG A GRAVELED ROAD, IN TOP OF A 6 BY 8 FOOT AREA
 PU2094'OF OUTCROPPING BEDROCK, 89.0 M (292.0 FT) SOUTH OF THE CENTER OF THE
 PU2094'ROAD, 19.0 M (62.3 FT) ABOVE THE LEVEL OF THE ROAD, 12.4 M (40.7 FT)
 PU2094'NORTHEAST OF REFERENCE MARK 1, 9.1 M (29.9 FT) SOUTH-SOUTHWEST OF
 PU2094'TRIANGULATION STATION HIGGINS, AND FLUSH WITH THE GROUND SURFACE.
 PU2094
 PU2094                          STATION RECOVERY (2007)
 PU2094
 PU2094'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0846 ***********************************************************************
 QS0846  DESIGNATION -  HIGH
 QS0846  PID         -  QS0846
 QS0846  STATE/COUNTY-  SD/CORSON
 QS0846  COUNTRY     -  US
 QS0846  USGS QUAD   -  MISCOL SW (2017)
 QS0846
 QS0846                         *CURRENT SURVEY CONTROL
 QS0846  ______________________________________________________________________
 QS0846* NAD 83(1996) POSITION- 45 36 07.58470(N) 101 11 14.44927(W)   ADJUSTED
 QS0846* NAVD 88 ORTHO HEIGHT -   700.    (meters)     2297.    (feet) SCALED
 QS0846  ______________________________________________________________________
 QS0846  GEOID HEIGHT    -        -20.834 (meters)                     GEOID18
 QS0846  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 QS0846  HORZ ORDER      -  SECOND
 QS0846
 QS0846.The horizontal coordinates were established by classical geodetic methods
 QS0846.and adjusted by the National Geodetic Survey in January 1998.
 QS0846
 QS0846.The orthometric height was scaled from a topographic map.
 QS0846
 QS0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0846.GEOID18 height accuracy estimate available here.
 QS0846
 QS0846.Click photographs - Photos may exist for this station.
 QS0846
 QS0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0846
 QS0846. The following values were computed from the NAD 83(1996) position.
 QS0846
 QS0846;                    North         East     Units Scale Factor Converg.
 QS0846;SPC SD N     -   197,235.548   507,371.821   MT  0.99998533   -0 50 25.2
 QS0846;SPC SD N     -   647,096.96  1,664,602.38   sFT  0.99998533   -0 50 25.2
 QS0846;UTM  14      - 5,052,167.404   329,419.546   MT  0.99995775   -1 33 47.6
 QS0846
 QS0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0846!SPC SD N     -   0.99989347  x   0.99998533  =   0.99987880
 QS0846!UTM  14      -   0.99989347  x   0.99995775  =   0.99985122
 QS0846
 QS0846:                Primary Azimuth Mark                     Grid Az
 QS0846:SPC SD N     -  HIGH AZ MK                               184 38 47.8
 QS0846:UTM  14      -  HIGH AZ MK                               185 22 10.2
 QS0846
 QS0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2941952167(NAD 83)
 QS0846
 QS0846|---------------------------------------------------------------------|
 QS0846| PID    Reference Object                     Distance      Geod. Az  |
 QS0846|                                                           dddmmss.s |
 QS0846| CQ7833 HIGH AZ MK                                         1834822.6 |
 QS0846| CQ7834 HIGH RM 1                             8.755 METERS 20510     |
 QS0846| CQ7835 HIGH RM 2                             9.543 METERS 30234     |
 QS0846|---------------------------------------------------------------------|
 QS0846
 QS0846                          SUPERSEDED SURVEY CONTROL
 QS0846
 QS0846  NAD 83(1986)-  45 36 07.57626(N)    101 11 14.44603(W) AD(       ) 2
 QS0846  NAD 27      -  45 36 07.59700(N)    101 11 12.94600(W) AD(       ) 2
 QS0846
 QS0846.Superseded values are not recommended for survey control.
 QS0846
 QS0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0846.See file dsdata.pdf to determine how the superseded data were derived.
 QS0846
 QS0846_MARKER: DS = TRIANGULATION STATION DISK
 QS0846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0846_STAMPING: HIGH 1952
 QS0846_MARK LOGO: CGS
 QS0846_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0846
 QS0846  HISTORY     - Date     Condition        Report By
 QS0846  HISTORY     - 1952     MONUMENTED       CGS
 QS0846
 QS0846                          STATION DESCRIPTION
 QS0846
 QS0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0846'THE STATION IS ABOUT 12-1/2 MILES NORTHWEST OF TIMBER LAKE, 8
 QS0846'MILES SOUTH OF THE GRAND RIVER, IN SECTION 20, T 19 N, R 24 E,
 QS0846'AND ON THE MOST WESTERLY ONE OF SEVERAL ROCKY MOUNDS.
 QS0846'
 QS0846'TO REACH THE STATION FROM THE DEPOT IN TIMBER LAKE, GO NORTHWEST
 QS0846'FOR 0.1 MILE TO STATE HIGHWAY 8, TURN LEFT AND GO WEST ON THE
 QS0846'HIGHWAY FOR 3.45 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 QS0846'NORTH ON GRADED DIRT ROAD FOR 10.85 MILES TO A SMALL RANCH HOUSE
 QS0846'ON THE LEFT, CONTINUE NORTH FOR 0.75 MILE TO A SECTION LINE ROAD
 QS0846'ON LEFT, TURN LEFT AND GO WEST FOR 2.4 MILES TO THE AZIMUTH MARK
 QS0846'ON RIGHT, CONTINUE WEST FOR 1.3 MILES TO A WIRE GATE ON RIGHT,
 QS0846'TURN RIGHT THROUGH GATE AND GO NORTHEAST ACROSS COUNTRY FOR
 QS0846'1.5 MILES TO THE FIRST ROCKY MOUND AND STATION.
 QS0846'
 QS0846'THE STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 QS0846'IRON PIPE PROJECTING 8 INCHES.  THE DISK IS STAMPED HIGH 1952.
 QS0846'
 QS0846'REFERENCE MARK 1 IS SET FLUSH IN A BOULDER, AND THE DISK IS STAMPED
 QS0846'HIGH NO 1 1952.
 QS0846'
 QS0846'REFERENCE MARK 2 IS SET FLUSH IN A BOULDER, AND THE DISK IS STAMPED
 QS0846'HIGH NO 2 1952.
 QS0846'
 QS0846'THE AZIMUTH MARK IS 21 FEET NORTH OF CENTER OF A SECTION LINE
 QS0846'ROAD, 10 FEET EAST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT
 QS0846'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 QS0846'IS STAMPED HIGH 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8992 ***********************************************************************
 AB8992  DESIGNATION -  HIGH AP
 AB8992  PID         -  AB8992
 AB8992  STATE/COUNTY-  SD/HYDE
 AB8992  COUNTRY     -  US
 AB8992  USGS QUAD   -  HIGHMORE (2017)
 AB8992
 AB8992                         *CURRENT SURVEY CONTROL
 AB8992  ______________________________________________________________________
 AB8992* NAD 83(1986) POSITION- 44 32 05.     (N) 099 26 33.     (W)   SCALED
 AB8992* NAVD 88 ORTHO HEIGHT -   564.757 (meters)     1852.87  (feet) ADJUSTED
 AB8992  ______________________________________________________________________
 AB8992  GEOID HEIGHT    -        -23.831 (meters)                     GEOID18
 AB8992  DYNAMIC HEIGHT  -        564.646 (meters)     1852.51  (feet) COMP
 AB8992  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 AB8992
 AB8992  VERT ORDER      -  FIRST     CLASS II
 AB8992
 AB8992.The horizontal coordinates were scaled from a map and have
 AB8992.an estimated accuracy of +/- 6 seconds.
 AB8992
 AB8992.The orthometric height was determined by differential leveling and
 AB8992.adjusted by the NATIONAL GEODETIC SURVEY
 AB8992.in October 1997.
 AB8992
 AB8992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8992.GEOID18 height accuracy estimate available here.
 AB8992
 AB8992.Click photographs - Photos may exist for this station.
 AB8992
 AB8992.The dynamic height is computed by dividing the NAVD 88
 AB8992.geopotential number by the normal gravity value computed on the
 AB8992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8992.degrees latitude (g = 980.6199 gals.).
 AB8992
 AB8992.The modeled gravity was interpolated from observed gravity values.
 AB8992
 AB8992;                    North         East    Units  Estimated Accuracy
 AB8992;SPC SD N     -    78,090.      644,310.      MT  (+/- 180 meters Scaled)
 AB8992
 AB8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ648313(NAD 83)
 AB8992
 AB8992                          SUPERSEDED SURVEY CONTROL
 AB8992
 AB8992.No superseded survey control is available for this station.
 AB8992
 AB8992_MARKER: Z = SEE DESCRIPTION
 AB8992_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB8992_STAMPING: HIGH AP 1994
 AB8992_MARK LOGO: SDDT
 AB8992_PROJECTION: FLUSH
 AB8992_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB8992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8992+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AB8992_ROD/PIPE-DEPTH: 6.4 meters
 AB8992_SLEEVE-DEPTH  : 4.0 meters
 AB8992
 AB8992  HISTORY     - Date     Condition        Report By
 AB8992  HISTORY     - 1994     MONUMENTED       SDDT
 AB8992  HISTORY     - 19941108 GOOD             NGS
 AB8992
 AB8992                          STATION DESCRIPTION
 AB8992
 AB8992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8992'0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 AB8992'U.S. HIGHWAY 14 IN HIGHMORE, 425.0 M (1394.4 FT) SOUTH OF MILEPOST
 AB8992'138, 33.0 M (108.3 FT) WEST OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT)
 AB8992'WEST OF A FENCE ENCLOSING THE HIGHMORE MUNICIPAL AIRPORT, 2.7 M (8.9
 AB8992'FT) NORTH OF A FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8992'0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST, AND 0.4 M (1.3 FT)
 AB8992'NORTHWEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AB8992'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH
 AB8992'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM IS THROUGH A 5-INCH LOGO
 AB8992'CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0814 ***********************************************************************
 OR0814  DESIGNATION -  HIGH POINT
 OR0814  PID         -  OR0814
 OR0814  STATE/COUNTY-  SD/BON HOMME
 OR0814  COUNTRY     -  US
 OR0814  USGS QUAD   -  OAK HOLLOW (2017)
 OR0814
 OR0814                         *CURRENT SURVEY CONTROL
 OR0814  ______________________________________________________________________
 OR0814* NAD 83(1996) POSITION- 43 07 41.88281(N) 098 03 49.40286(W)   ADJUSTED
 OR0814* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 OR0814  ______________________________________________________________________
 OR0814  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 OR0814  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 OR0814  HORZ ORDER      -  SECOND
 OR0814
 OR0814.The horizontal coordinates were established by classical geodetic methods
 OR0814.and adjusted by the National Geodetic Survey in January 1998.
 OR0814
 OR0814.The orthometric height was scaled from a topographic map.
 OR0814
 OR0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0814.GEOID18 height accuracy estimate available here.
 OR0814
 OR0814.Click photographs - Photos may exist for this station.
 OR0814
 OR0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0814
 OR0814. The following values were computed from the NAD 83(1996) position.
 OR0814
 OR0814;                    North         East     Units Scale Factor Converg.
 OR0814;SPC SD S     -    90,836.962   784,647.228   MT  0.99994322   +1 33 56.5
 OR0814;SPC SD S     -   298,020.93  2,574,296.78   sFT  0.99994322   +1 33 56.5
 OR0814;UTM  14      - 4,775,487.940   576,155.645   MT  0.99967134   +0 38 24.4
 OR0814
 OR0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0814!SPC SD S     -   0.99991330  x   0.99994322  =   0.99985652
 OR0814!UTM  14      -   0.99991330  x   0.99967134  =   0.99958467
 OR0814
 OR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7615575487(NAD 83)
 OR0814
 OR0814                          SUPERSEDED SURVEY CONTROL
 OR0814
 OR0814  NAD 83(1995)-  43 07 41.88723(N)    098 03 49.40432(W) AD(       ) 2
 OR0814  NAD 83(1986)-  43 07 41.89713(N)    098 03 49.39912(W) AD(       ) 2
 OR0814  NAD 27      -  43 07 41.92300(N)    098 03 48.13400(W) AD(       ) 2
 OR0814  USSD        -  43 07 42.08300(N)    098 03 48.47200(W) AD(       ) 3
 OR0814
 OR0814.Superseded values are not recommended for survey control.
 OR0814
 OR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0814.See file dsdata.pdf to determine how the superseded data were derived.
 OR0814
 OR0814_MARKER: N = NAIL
 OR0814_SP_SET: WOOD STUB
 OR0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0814
 OR0814  HISTORY     - Date     Condition        Report By
 OR0814  HISTORY     - 1901     MONUMENTED       CGS
 OR0814  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OR0814  HISTORY     - 1974     SEE DESCRIPTION  USGS
 OR0814
 OR0814                          STATION DESCRIPTION
 OR0814
 OR0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 OR0814'IN SEC. 16, T. 96 N., R. 61 W., ON A PROMINENT HILL, ABOUT 4.5
 OR0814'MILES WEST AND 6.5 MILES SOUTH OF TRIPP, HUTCHINSON COUNTY,
 OR0814'S.DAK.  A SAND PIT IS ABOUT 10 FEET SOUTH OF THE STATION.
 OR0814'THE SURFACE MARK IS A NAIL IN THE TOP OF A 4- BY 6-INCH PINE
 OR0814'STUB, AND THE UNDERGROUND MARK IS A COPPER TACK IN THE CORK
 OR0814'OF A STONE JUG.
 OR0814
 OR0814                          STATION RECOVERY (1935)
 OR0814
 OR0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0814'STATION WAS NOT RECOVERED ON MAY 8, 1935.  IT APPEARS THAT
 OR0814'THE VERY HIGHEST POINT OF THE HILL HAS BEEN REMOVED DUE TO
 OR0814'OPERATION OF A SAND PIT LOCATED ON THE SOUTH AND WEST SLOPES.
 OR0814'IF THE STATION WAS LOCATED AT THAT POINT IT HAS NO DOUBT
 OR0814'BEEN DESTROYED.  ACCORDING TO THE LAND OWNER, THE GROUND
 OR0814'10 FEET NORTH OF THE SAND PIT, AS HE KNEW IT WHEN HE MOVED
 OR0814'ON THE LAND ABOUT 25 YEARS AGO, WAS REMOVED MANY YEARS AGO.
 OR0814'AT ONE POINT THERE WAS A SHALLOW DEPRESSION IN THE TOP OF THE
 OR0814'HILL WHICH APPEARED AS THOUGH IT MIGHT HAVE BEEN FORMED BY
 OR0814'STOCK TRAMPLING ABOUT THE PINE-STUB SURFACE MARK.  A LARGE
 OR0814'HOLE DUG 3 FEET DEEP HERE REVEALED NOTHING NOR DID
 OR0814'PROSPECTING OVER THE HILL WITH A 3-1/2-FOOT ROD.  ALL THE OLD
 OR0814'RESIDENTS REMAINING IN THE NEIGHBORHOOD WERE INTERVIEWED
 OR0814'BUT NONE OF THEM WERE FAMILIAR WITH THE MARK.  HALF A DAY
 OR0814'WAS SPENT IN THE SEARCH.
 OR0814'
 OR0814'THE HILL IS IN THE SE 1/4 SW 1/4 SEC. 16, T. 96 N., R. 61 W.,
 OR0814'ON LAND NOW OWNED AND OCCUPIED BY JOHN PUDWILL WHO LIVES NEAR
 OR0814'THE SOUTHEAST CORNER OF THE SECTION.
 OR0814
 OR0814                          STATION RECOVERY (1974)
 OR0814
 OR0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OR0814'THIS STATION IS REPORTED AS NOT RECOVERED ON MAY 8, 1935
 OR0814'
 OR0814'THE STATION WAS NOT FOUND THIS DATE.  SOME HIGH GROUND REMAINS
 OR0814'ON THE WEST SIDE OF THE SAND PIT, BUT ALL EVIDENCE INDICATED
 OR0814'THAT THIS STATION HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0726 ***********************************************************************
 OQ0726  DESIGNATION -  HIGHLAND
 OQ0726  PID         -  OQ0726
 OQ0726  STATE/COUNTY-  SD/LINCOLN
 OQ0726  COUNTRY     -  US
 OQ0726  USGS QUAD   -  ALCESTER NE (2017)
 OQ0726
 OQ0726                         *CURRENT SURVEY CONTROL
 OQ0726  ______________________________________________________________________
 OQ0726* NAD 83(1996) POSITION- 43 13 30.54191(N) 096 36 00.95473(W)   ADJUSTED
 OQ0726* NAVD 88 ORTHO HEIGHT -   472.    (meters)     1549.    (feet) SCALED
 OQ0726  ______________________________________________________________________
 OQ0726  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 OQ0726  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 OQ0726  HORZ ORDER      -  SECOND
 OQ0726
 OQ0726.The horizontal coordinates were established by classical geodetic methods
 OQ0726.and adjusted by the National Geodetic Survey in January 1998.
 OQ0726
 OQ0726.The orthometric height was scaled from a topographic map.
 OQ0726
 OQ0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0726.GEOID18 height accuracy estimate available here.
 OQ0726
 OQ0726.Click photographs - Photos may exist for this station.
 OQ0726
 OQ0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0726
 OQ0726. The following values were computed from the NAD 83(1996) position.
 OQ0726
 OQ0726;                    North         East     Units Scale Factor Converg.
 OQ0726;SPC SD S     -   105,887.086   903,160.947   MT  0.99993029   +2 34 31.0
 OQ0726;SPC SD S     -   347,397.88  2,963,120.54   sFT  0.99993029   +2 34 31.0
 OQ0726;UTM  14      - 4,788,613.827   694,886.350   MT  1.00006724   +1 38 38.5
 OQ0726
 OQ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0726!SPC SD S     -   0.99993008  x   0.99993029  =   0.99986037
 OQ0726!UTM  14      -   0.99993008  x   1.00006724  =   0.99999731
 OQ0726
 OQ0726:                Primary Azimuth Mark                     Grid Az
 OQ0726:SPC SD S     -  UNION RESET                              175 01 05.1
 OQ0726:UTM  14      -  UNION RESET                              175 56 57.6
 OQ0726
 OQ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9488688613(NAD 83)
 OQ0726
 OQ0726|---------------------------------------------------------------------|
 OQ0726| PID    Reference Object                     Distance      Geod. Az  |
 OQ0726|                                                           dddmmss.s |
 OQ0726| OQ0711 CANTON STANDPIPE                    APPROX. 9.4 KM 0080114.1 |
 OQ0726| OQ0709 CANTON INWOOD HOSP WATER TANK       APPROX. 9.5 KM 0211953.8 |
 OQ0726| DQ4545 HIGHLAND RM 1                        37.615 METERS 08132     |
 OQ0726| OQ0702 FAIRVIEW MUNICIPAL TANK             APPROX. 9.2 KM 0923859.4 |
 OQ0726| DQ4546 HIGHLAND RM 2                        30.629 METERS 17548     |
 OQ0726| OQ0729 UNION RESET                         APPROX.16.1 KM 1773536.1 |
 OQ0726| OQ0732 OMAHA BISMARCK AIRWAY BCN 13        APPROX. 2.7 KM 2374657.7 |
 OQ0726| DQ4547 HIGHLAND AZ MK                                     2580841.8 |
 OQ0726|---------------------------------------------------------------------|
 OQ0726
 OQ0726                          SUPERSEDED SURVEY CONTROL
 OQ0726
 OQ0726  NAD 83(1995)-  43 13 30.54266(N)    096 36 00.95077(W) AD(       ) 2
 OQ0726  NAD 83(1986)-  43 13 30.54507(N)    096 36 00.94254(W) AD(       ) 2
 OQ0726  NAD 27      -  43 13 30.60000(N)    096 35 59.78700(W) AD(       ) 2
 OQ0726
 OQ0726.Superseded values are not recommended for survey control.
 OQ0726
 OQ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0726.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0726
 OQ0726_MARKER: DS = TRIANGULATION STATION DISK
 OQ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0726_STAMPING: HIGHLAND 1949
 OQ0726_MARK LOGO: CGS
 OQ0726_PROJECTION: FLUSH
 OQ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0726+STABILITY: SURFACE MOTION
 OQ0726
 OQ0726  HISTORY     - Date     Condition        Report By
 OQ0726  HISTORY     - 1949     MONUMENTED       CGS
 OQ0726
 OQ0726                          STATION DESCRIPTION
 OQ0726
 OQ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0726'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF CANTON AND 6.5 MILES
 OQ0726'NORTH-NORTHEAST OF THE VILLAGE OF NORWAY CENTER.  IT IS 70 FEET
 OQ0726'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CHICKEN HOUSE,
 OQ0726'59 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 2.5 FEET EAST
 OQ0726'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 OQ0726'GROUND AND THE DISK IS STAMPED HIGHLAND 1949.
 OQ0726'
 OQ0726'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF A
 OQ0726'GRANARY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OQ0726'HIGHLAND NO 1 1949.
 OQ0726'
 OQ0726'REFERENCE MARK NO. 2 IS 20 FEET SOUTHWEST OF THE NORTHWEST CORNER
 OQ0726'OF THE YARD FENCE, 10 FEET WEST OF THE FENCE AND 1 FOOT NORTHWEST
 OQ0726'OF A POWERLINE POLE WITH A TRANSFORMER.  THE MARK PROJECTS 4
 OQ0726'INCHES AND THE DISK IS STAMPED HIGHLAND NO 2 1949.
 OQ0726'
 OQ0726'AZIMUTH MARK IS ABOUT 0.5 MILE WEST-SOUTHWEST OF THE STATION,
 OQ0726'35 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A
 OQ0726'WITNESS POST AND 3.5 FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK
 OQ0726'PROJECTS 4 INCHES AND THE DISK IS STAMPED HIGHLAND 1949.
 OQ0726'
 OQ0726'TO REACH FROM THE VILLAGE OF NORWAY CENTER, GO NORTH FOR 6.0
 OQ0726'MILES TO CROSSROADS, TURN RIGHT (EAST) 1.0 MILE TO CROSSROADS,
 OQ0726'TURN LEFT (NORTH) 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 OQ0726'CONTINUE NORTH 0.1 MILE TO A PRIVATE DRIVEWAY ON THE RIGHT, TURN
 OQ0726'RIGHT (EAST) ON DRIVEWAY 0.5 MILE TO FARM HOME AND THE STATION AS
 OQ0726'DESCRIBED.
 OQ0726'
 OQ0726'NOTE - A 15 FT. STAND NEEDED TO SEE THE AZIMUTH MARK.
 OQ0726'
 OQ0726'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0992 ***********************************************************************
 PR0992  DESIGNATION -  HIGHLAND
 PR0992  PID         -  PR0992
 PR0992  STATE/COUNTY-  SD/DEUEL
 PR0992  COUNTRY     -  US
 PR0992  USGS QUAD   -  BRANDT (2017)
 PR0992
 PR0992                         *CURRENT SURVEY CONTROL
 PR0992  ______________________________________________________________________
 PR0992* NAD 83(1996) POSITION- 44 40 28.52904(N) 096 31 33.87328(W)   ADJUSTED
 PR0992* NAVD 88 ORTHO HEIGHT -   554.    (meters)     1818.    (feet) SCALED
 PR0992  ______________________________________________________________________
 PR0992  GEOID HEIGHT    -        -25.414 (meters)                     GEOID18
 PR0992  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 PR0992  HORZ ORDER      -  SECOND
 PR0992
 PR0992.The horizontal coordinates were established by classical geodetic methods
 PR0992.and adjusted by the National Geodetic Survey in January 1998.
 PR0992
 PR0992.The orthometric height was scaled from a topographic map.
 PR0992
 PR0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0992.GEOID18 height accuracy estimate available here.
 PR0992
 PR0992.Click photographs - Photos may exist for this station.
 PR0992
 PR0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0992
 PR0992. The following values were computed from the NAD 83(1996) position.
 PR0992
 PR0992;                    North         East     Units Scale Factor Converg.
 PR0992;SPC SD N     -    99,391.237   875,358.507   MT  0.99996059   +2 27 31.1
 PR0992;SPC SD N     -   326,086.08  2,871,905.37   sFT  0.99996059   +2 27 31.1
 PR0992;UTM  14      - 4,949,779.929   696,084.346   MT  1.00007284   +1 44 23.7
 PR0992
 PR0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0992!SPC SD N     -   0.99991709  x   0.99996059  =   0.99987768
 PR0992!UTM  14      -   0.99991709  x   1.00007284  =   0.99998992
 PR0992
 PR0992:                Primary Azimuth Mark                     Grid Az
 PR0992:SPC SD N     -  DOYLE AZ MK                              265 19 57.3
 PR0992:UTM  14      -  DOYLE AZ MK                              266 03 04.7
 PR0992
 PR0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9608449779(NAD 83)
 PR0992
 PR0992|---------------------------------------------------------------------|
 PR0992| PID    Reference Object                     Distance      Geod. Az  |
 PR0992|                                                           dddmmss.s |
 PR0992| CO8643 HIGHLAND RM 2                        13.769 METERS 09513     |
 PR0992| PR0999 TORONTO MUNICIPAL TANK              APPROX.14.7 KM 2191358.9 |
 PR0992| PR0991 HIGHLAND CHURCH SPIRE               APPROX. 7.6 KM 2610729.7 |
 PR0992| PR1003 DOYLE AZ MK                         APPROX.13.5 KM 2674728.4 |
 PR0992| CO8642 HIGHLAND RM 1                        15.442 METERS 33010     |
 PR0992|---------------------------------------------------------------------|
 PR0992
 PR0992                          SUPERSEDED SURVEY CONTROL
 PR0992
 PR0992  NAD 83(1986)-  44 40 28.52334(N)    096 31 33.85792(W) AD(       ) 2
 PR0992  NAD 27      -  44 40 28.65880(N)    096 31 32.66750(W) AD(       ) 2
 PR0992
 PR0992.Superseded values are not recommended for survey control.
 PR0992
 PR0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0992.See file dsdata.pdf to determine how the superseded data were derived.
 PR0992
 PR0992_MARKER: DD = SURVEY DISK
 PR0992_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0992+WITH SETTING: INFORMATION.
 PR0992_STAMPING: ET HIGHLAND 1968
 PR0992_MARK LOGO: USGS
 PR0992_PROJECTION: FLUSH
 PR0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0992
 PR0992  HISTORY     - Date     Condition        Report By
 PR0992  HISTORY     - 1968     MONUMENTED       USGS
 PR0992
 PR0992                          STATION DESCRIPTION
 PR0992
 PR0992'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0992'STATION IS LOCATED ABOUT 5.0 MI S. AND 7.8 MI E. OF TOWN OF
 PR0992'CLEAR LAKE AND ABOUT 0.5 MI N. AND 4.8 MI E. OF THE VILLAGE
 PR0992'OF BRANDT, ALONG S. EDGE OF SW 1/4 SEC. 13, T. 114 N., R.
 PR0992'48 W.
 PR0992'
 PR0992'TO REACH FROM THE JCT, U.S. HWY. 77 AND STATE HWY. 22 AT
 PR0992'S. EDGE OF CLEAR LAKE, GO 7.0 MI E. ON STATE HWY. 22 TO
 PR0992'CROSSROAD, TURN RIGHT (S.) AND GO 5.0 MI TO CROSSROAD, TURN
 PR0992'LEFT (E.) AND GO 0.8 MI TO EAST HIGHLAND LUTHERAN CHURCH
 PR0992'AND STATION ON THE LEFT.
 PR0992'
 PR0992'STATION IS 52.0 FT N. OF E.-W. RD., 26.5 FT E. OF N.-S. FENCE
 PR0992'(W. EDGE OF CHURCH YARD), 5.8 FT N. OF E.-W. FENCE (S.
 PR0992'EDGE OF CHURCH YARD), AND IS STAMPED ET HIGHLAND 1968.
 PR0992'
 PR0992'REFERENCE MARK 1 IS 97.5 FT N. OF E.-W. RD., 1.3 FT E. OF
 PR0992'N.-S. FENCE (W. EDGE OF CHURCH YARD), AND IS STAMPED HIGHLAND
 PR0992'NO. 1 1968.
 PR0992'
 PR0992'REFERENCE MARK 2 IS E. OF STATION, 48.5 FT N. OF E.-W. RD.,
 PR0992'1.2 FT N. OF E.-W. FENCE (S. EDGE OF CHURCH YARD), AND IS
 PR0992'STAMPED HIGHLAND NO. 2 1968.
 PR0992'
 PR0992'NO AZIMUTH MARK WAS SET.  DIRECTIONS WERE OBSERVED TO TORONTO
 PR0992'MWT AND HIGHLAND LUTHERAN CHURCH SPIRE IN BRANDT.
 PR0992'
 PR0992'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0992'SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE
 PR0992'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0430 ***********************************************************************
 QT0430  DESIGNATION -  HIGHLAND
 QT0430  PID         -  QT0430
 QT0430  STATE/COUNTY-  SD/PERKINS
 QT0430  COUNTRY     -  US
 QT0430  USGS QUAD   -  DATE (2017)
 QT0430
 QT0430                         *CURRENT SURVEY CONTROL
 QT0430  ______________________________________________________________________
 QT0430* NAD 83(1996) POSITION- 45 15 32.07577(N) 102 39 24.87331(W)   ADJUSTED
 QT0430* NAVD 88 ORTHO HEIGHT -   907.    (meters)     2976.    (feet) VERTCON3
 QT0430  ______________________________________________________________________
 QT0430  GEOID HEIGHT    -        -17.837 (meters)                     GEOID18
 QT0430  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 QT0430  HORZ ORDER      -  FIRST
 QT0430
 QT0430.The horizontal coordinates were established by classical geodetic methods
 QT0430.and adjusted by the National Geodetic Survey in January 1998.
 QT0430
 QT0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0430
 QT0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0430.GEOID18 height accuracy estimate available here.
 QT0430
 QT0430.Click photographs - Photos may exist for this station.
 QT0430
 QT0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0430
 QT0430. The following values were computed from the NAD 83(1996) position.
 QT0430
 QT0430;                    North         East     Units Scale Factor Converg.
 QT0430;SPC SD N     -   161,836.336   391,505.493   MT  0.99994567   -1 52 49.4
 QT0430;SPC SD N     -   530,958.05  1,284,464.27   sFT  0.99994567   -1 52 49.4
 QT0430;UTM  13      - 5,014,383.399   683,837.409   MT  1.00001556   +1 39 53.1
 QT0430
 QT0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0430!SPC SD N     -   0.99986054  x   0.99994567  =   0.99980622
 QT0430!UTM  13      -   0.99986054  x   1.00001556  =   0.99987610
 QT0430
 QT0430:                Primary Azimuth Mark                     Grid Az
 QT0430:SPC SD N     -  HIGHLAND AZ MK                           121 10 29.0
 QT0430:UTM  13      -  HIGHLAND AZ MK                           117 37 46.5
 QT0430
 QT0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8383714383(NAD 83)
 QT0430
 QT0430|---------------------------------------------------------------------|
 QT0430| PID    Reference Object                     Distance      Geod. Az  |
 QT0430|                                                           dddmmss.s |
 QT0430| CQ7837 HIGHLAND RM 1                         8.840 METERS 04918     |
 QT0430| CQ7836 HIGHLAND AZ MK                                     1191739.6 |
 QT0430| CQ7838 HIGHLAND RM 2                         9.620 METERS 14805     |
 QT0430|---------------------------------------------------------------------|
 QT0430
 QT0430                          SUPERSEDED SURVEY CONTROL
 QT0430
 QT0430  NAD 83(1993)-  45 15 32.06719(N)    102 39 24.87139(W) AD(       ) 1
 QT0430  NAD 83(1986)-  45 15 32.06631(N)    102 39 24.87122(W) AD(       ) 1
 QT0430  NAD 27      -  45 15 32.12200(N)    102 39 23.29700(W) AD(       ) 1
 QT0430  NGVD 29 (07/19/86)  907.     (m)         2976.     (f) VERT ANG       
 QT0430
 QT0430.Superseded values are not recommended for survey control.
 QT0430
 QT0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0430.See file dsdata.pdf to determine how the superseded data were derived.
 QT0430
 QT0430_MARKER: DS = TRIANGULATION STATION DISK
 QT0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0430_STAMPING: HIGHLAND 1938
 QT0430_MARK LOGO: CGS
 QT0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0430+STABILITY: SURFACE MOTION
 QT0430
 QT0430  HISTORY     - Date     Condition        Report By
 QT0430  HISTORY     - 1938     MONUMENTED       CGS
 QT0430  HISTORY     - 1952     GOOD             CGS
 QT0430  HISTORY     - 1954     GOOD             CGS
 QT0430
 QT0430                          STATION DESCRIPTION
 QT0430
 QT0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0430'STATION HIGHLAND IS LOCATED IN THE CENTER OF SECTION 16, T 15 N,
 QT0430'R 12 E ON A HIGH KNOLL ABOUT 0.2 MILE NW OF HIGHLAND SCHOOL.
 QT0430'THE STATION IS ABOUT 8-1/2 MILES AIRLINE NW OF BIXBY.  ABOUT
 QT0430'13 MILES AIRLINE NE OF ZEONA.  ABOUT 18-1/2 MILES AIRLINE SE OF
 QT0430'STROOL.  THE STATION IS IN THE NW PART OF SOUTH DAKOTA AND IN
 QT0430'THE SW PART OF PERKINS COUNTY.
 QT0430'
 QT0430'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0430'BRONZE DISKS SET IN CONCRETE.
 QT0430'
 QT0430'STATION HIGHLAND IS REACHED FROM MAURINE BY GOING N 9.25 MILES
 QT0430'TO A T-ROAD LEFT.  CONTINUE 0.5 MILE AND KEEP MAIN ROAD JUST
 QT0430'S OF BIXBY.  GO 0.2 MILE AND KEEP MAIN ROAD LEFT JUST AFTER
 QT0430'CROSSING BRIDGE.  GO 1.75 MILES AND TURN LEFT, GO W 1 MILE AND
 QT0430'KEEP MAIN ROAD RIGHT.  GO 5.1 MILES AND TURN LEFT ON FIELD CROSS
 QT0430'ROAD.  GO 1.3 MILES AND TURN RIGHT, GO 0.15 MILE AND TURN LEFT,
 QT0430'GO 0.35 MILE AND KEEP STRAIGHT AHEAD AT CROSS ROAD.  GO 0.2
 QT0430'MILE AND KEEP RIGHT, GO 0.4 MILE AND TAKE LEFT ROAD, GO 0.15
 QT0430'MILE AND TURN LEFT AT CROSS ROAD.  GO 0.25 MILE AND KEEP MAIN
 QT0430'LEFT FORK.  GO 0.2 MILE AND KEEP RIGHT FORK, GO 1.45 MILES TO A
 QT0430'WHITE SCHOOLHOUSE ON RIGHT, CONTINUE W 0.15 MILE AND
 QT0430'TURN RIGHT ON DIM ROAD AND GO 0.1 MILE TO THE HIGHEST POINT
 QT0430'AND STATION.
 QT0430'
 QT0430'THE AZIMUTH MARK IS 0.7 MILE SE OF THE STATION IN A FENCE CORNER
 QT0430'30 FEET N OF THE ROAD.
 QT0430
 QT0430                          STATION RECOVERY (1952)
 QT0430
 QT0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0430'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0430'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QT0430'
 QT0430'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QT0430
 QT0430                          STATION RECOVERY (1954)
 QT0430
 QT0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0430'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0430'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH
 QT0430'THE EXCEPTION OF THE TO REACH.  A COMPLETE TO REACH THE STATION
 QT0430'FOLLOWS.
 QT0430'
 QT0430'TO REACH THE STATION FROM MAURINE GO NORTH ON GRAVEL AND DIRT
 QT0430'ROAD FOR 9.6 MILES TO BRIDGE ACROSS THE MOREAU RIVER AT BIXBY,
 QT0430'CONTINUE NORTH ON THE BIXBY-BISON ROAD FOR 1.8 MILES TO A SIDE
 QT0430'ROAD LEFT, CONTINUE NORTH ON THE BIXBY-BISON ROAD FOR 8.0 MILES
 QT0430'TO A REVERSE Y AT A CULVERT, TURN LEFT AND GO SOUTHWESTERLY ON
 QT0430'DIRT ROAD FOR 1.4 MILES TO WHERE ROAD FORKS, KEEP RIGHT AND GO
 QT0430'WEST FOR 1.65 MILES TO WHERE ROAD FORKS, KEEP LEFT AND GO
 QT0430'WESTERLY FOR 1.95 MILE TO THE HIGHLAND SCHOOL ON RIGHT, TURN
 QT0430'RIGHT OFF ROAD AND GO WEST PARALLEL TO ROAD FOR 0.2 MILE,
 QT0430'THENCE GO NORTH UP HILL FOR 0.15 MILE TO THE TOP OF KNOLL AND
 QT0430'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0991 ***********************************************************************
 PR0991  DESIGNATION -  HIGHLAND CHURCH SPIRE
 PR0991  PID         -  PR0991
 PR0991  STATE/COUNTY-  SD/DEUEL
 PR0991  COUNTRY     -  US
 PR0991  USGS QUAD   -  BRANDT (2017)
 PR0991
 PR0991                         *CURRENT SURVEY CONTROL
 PR0991  ______________________________________________________________________
 PR0991* NAD 83(1996) POSITION- 44 39 50.22589(N) 096 37 16.30704(W)   ADJUSTED
 PR0991  ______________________________________________________________________
 PR0991  GEOID HEIGHT    -        -25.267 (meters)                     GEOID18
 PR0991  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 PR0991  HORZ ORDER      -  THIRD
 PR0991
 PR0991.The horizontal coordinates were established by classical geodetic methods
 PR0991.and adjusted by the National Geodetic Survey in January 1998.
 PR0991
 PR0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0991.GEOID18 height accuracy estimate available here.
 PR0991
 PR0991.Click photographs - Photos may exist for this station.
 PR0991
 PR0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0991
 PR0991. The following values were computed from the NAD 83(1996) position.
 PR0991
 PR0991;                    North         East     Units Scale Factor Converg.
 PR0991;SPC SD N     -    97,890.856   867,872.609   MT  0.99996182   +2 23 28.7
 PR0991;SPC SD N     -   321,163.58  2,847,345.38   sFT  0.99996182   +2 23 28.7
 PR0991;UTM  14      - 4,948,373.430   688,579.514   MT  1.00003733   +1 40 21.6
 PR0991
 PR0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8857948373(NAD 83)
 PR0991
 PR0991                          SUPERSEDED SURVEY CONTROL
 PR0991
 PR0991  NAD 83(1986)-  44 39 50.22194(N)    096 37 16.28307(W) AD(       ) 3
 PR0991  NAD 27      -  44 39 50.35162(N)    096 37 15.10304(W) AD(       ) 3
 PR0991
 PR0991.Superseded values are not recommended for survey control.
 PR0991
 PR0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0991.See file dsdata.pdf to determine how the superseded data were derived.
 PR0991
 PR0991_MARKER: 90 = CHURCH SPIRE
 PR0991
 PR0991  HISTORY     - Date     Condition        Report By
 PR0991  HISTORY     - 1968     FIRST OBSERVED   USGS
 PR0991
 PR0991                          STATION DESCRIPTION
 PR0991
 PR0991'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0335 ***********************************************************************
 PS0335  DESIGNATION -  HIGHMORE
 PS0335  PID         -  PS0335
 PS0335  STATE/COUNTY-  SD/HYDE
 PS0335  COUNTRY     -  US
 PS0335  USGS QUAD   -  HIGHMORE (2017)
 PS0335
 PS0335                         *CURRENT SURVEY CONTROL
 PS0335  ______________________________________________________________________
 PS0335* NAD 83(1986) POSITION- 44 30 47.26   (N) 099 26 28.90   (W)   HD_HELD1
 PS0335* NAVD 88 ORTHO HEIGHT -   580.386 (meters)     1904.15  (feet) ADJUSTED
 PS0335  ______________________________________________________________________
 PS0335  GEOID HEIGHT    -        -23.878 (meters)                     GEOID18
 PS0335  DYNAMIC HEIGHT  -        580.269 (meters)     1903.77  (feet) COMP
 PS0335  MODELED GRAVITY -    980,398.1   (mgal)                       NAVD 88
 PS0335
 PS0335  VERT ORDER      -  FIRST     CLASS II
 PS0335
 PS0335.The horizontal coordinates were determined by differentially corrected
 PS0335.hand held GPS observations or other comparable positioning techniques
 PS0335.and have an estimated accuracy of +/- 3 meters.
 PS0335
 PS0335.The orthometric height was determined by differential leveling and
 PS0335.adjusted by the NATIONAL GEODETIC SURVEY
 PS0335.in October 1997.
 PS0335
 PS0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0335.GEOID18 height accuracy estimate available here.
 PS0335
 PS0335.Click photographs - Photos may exist for this station.
 PS0335
 PS0335.The dynamic height is computed by dividing the NAVD 88
 PS0335.geopotential number by the normal gravity value computed on the
 PS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0335.degrees latitude (g = 980.6199 gals.).
 PS0335
 PS0335.The modeled gravity was interpolated from observed gravity values.
 PS0335
 PS0335;                    North         East    Units  Estimated Accuracy
 PS0335;SPC SD N     -    75,693.7     644,417.2     MT  (+/- 3 meters HH1 GPS) 
 PS0335
 PS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6492028962(NAD 83)
 PS0335
 PS0335                          SUPERSEDED SURVEY CONTROL
 PS0335
 PS0335  NAVD 88 (06/15/91)  580.423  (m)         1904.27   (f) SUPERSEDED  1 2
 PS0335  NGVD 29 (??/??/92)  580.059  (m)         1903.08   (f) ADJ UNCH    1 2
 PS0335
 PS0335.Superseded values are not recommended for survey control.
 PS0335
 PS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0335.See file dsdata.pdf to determine how the superseded data were derived.
 PS0335
 PS0335_MARKER: DB = BENCH MARK DISK
 PS0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0335_SP_SET: WATER TANK FOOTING
 PS0335_STAMPING: HIGHMORE 1934
 PS0335_MARK LOGO: CGS
 PS0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0335+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PS0335
 PS0335  HISTORY     - Date     Condition        Report By
 PS0335  HISTORY     - 1934     MONUMENTED       CGS
 PS0335  HISTORY     - 1940     GOOD             CGS
 PS0335  HISTORY     - 19941108 GOOD             NGS
 PS0335  HISTORY     - 20080904 GOOD             GEOCAC
 PS0335
 PS0335                          STATION DESCRIPTION
 PS0335
 PS0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0335'AT HIGHMORE.
 PS0335'AT HIGHMORE, HYDE COUNTY, AT THE SOUTH END OF TOWN, ON STATE
 PS0335'HIGHWAY 47, AT THE CITY WATER TOWER, AND IN THE TOP OF THE
 PS0335'SOUTHWEST CONCRETE FOOTING.  A STANDARD DISK, STAMPED HIGHMORE
 PS0335'1934.
 PS0335
 PS0335                          STATION RECOVERY (1994)
 PS0335
 PS0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0335'IN HIGHMORE, AT THE INTERSECTION OF STATE HIGHWAY 47 SOUTH (IOWA
 PS0335'AVENUE) AND EIGHTH STREET SOUTHEAST, IN TOP OF AND 0.3 M (1.0 FT)
 PS0335'NORTHEAST OF THE SOUTHWEST EDGE OF THE SOUTHWEST CONCRETE FOOTING FOR
 PS0335'A WATER TANK, 18.0 M (59.1 FT) EAST OF THE HIGHWAY CENTERLINE, 10.4 M
 PS0335'(34.1 FT) NORTH OF THE STREET CENTER, AND 0.3 M (1.0 FT) ABOVE THE
 PS0335'LEVEL OF THE AVENUE.
 PS0335
 PS0335                          STATION RECOVERY (2008)
 PS0335
 PS0335'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 PS0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6402 ***********************************************************************
 AB6402  DESIGNATION -  HIGHMORE
 AB6402  PID         -  AB6402
 AB6402  STATE/COUNTY-  SD/HYDE
 AB6402  COUNTRY     -  US
 AB6402  USGS QUAD   -  HIGHMORE (2017)
 AB6402
 AB6402                         *CURRENT SURVEY CONTROL
 AB6402  ______________________________________________________________________
 AB6402* NAD 83(1996) POSITION- 44 30 57.81410(N) 099 26 35.09693(W)   ADJUSTED
 AB6402* NAVD 88 ORTHO HEIGHT -   580.42  (+/-2cm)     1904.3   (feet) VERTCON3
 AB6402  ______________________________________________________________________
 AB6402  GEOID HEIGHT    -        -23.870 (meters)                     GEOID18
 AB6402  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 AB6402  HORZ ORDER      -  FIRST
 AB6402  VERT ORDER      -  THIRD ? (See Below)
 AB6402
 AB6402.The horizontal coordinates were established by classical geodetic methods
 AB6402.and adjusted by the National Geodetic Survey in January 1998.
 AB6402
 AB6402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB6402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB6402
 AB6402.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6402.GEOID18 height accuracy estimate available here.
 AB6402
 AB6402.The vertical order pertains to the NGVD 29 superseded value.
 AB6402
 AB6402.Click photographs - Photos may exist for this station.
 AB6402
 AB6402.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6402
 AB6402. The following values were computed from the NAD 83(1996) position.
 AB6402
 AB6402;                    North         East     Units Scale Factor Converg.
 AB6402;SPC SD N     -    76,018.485   644,278.120   MT  0.99998244   +0 23 38.9
 AB6402;SPC SD N     -   249,403.98  2,113,769.13   sFT  0.99998244   +0 23 38.9
 AB6402;SPC SD S     -   242,875.824   670,782.576   MT  1.00002980   +0 36 50.9
 AB6402;SPC SD S     -   796,835.10  2,200,725.83   sFT  1.00002980   +0 36 50.9
 AB6402;UTM  14      - 4,929,288.493   464,785.604   MT  0.99961525   -0 18 38.3
 AB6402
 AB6402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6402!SPC SD N     -   0.99991274  x   0.99998244  =   0.99989518
 AB6402!SPC SD S     -   0.99991274  x   1.00002980  =   0.99994254
 AB6402!UTM  14      -   0.99991274  x   0.99961525  =   0.99952803
 AB6402
 AB6402:                Primary Azimuth Mark                     Grid Az
 AB6402:SPC SD N     -  HIGHMORE AZ MK                           212 10 12.9
 AB6402:SPC SD S     -  HIGHMORE AZ MK                           211 57 00.9
 AB6402:UTM  14      -  HIGHMORE AZ MK                           212 52 30.1
 AB6402
 AB6402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6478529288(NAD 83)
 AB6402
 AB6402|---------------------------------------------------------------------|
 AB6402| PID    Reference Object                     Distance      Geod. Az  |
 AB6402|                                                           dddmmss.s |
 AB6402| AB7527 HIGHMORE RM 1                        27.332 METERS 10122     |
 AB6402| AB6174 HIGHMORE AZ MK                                     2123351.8 |
 AB6402| AB7528 HIGHMORE RM 2                        26.015 METERS 34230     |
 AB6402|---------------------------------------------------------------------|
 AB6402
 AB6402                          SUPERSEDED SURVEY CONTROL
 AB6402
 AB6402  NAD 83(1986)-  44 30 57.81107(N)    099 26 35.10344(W) AD(       ) 1
 AB6402  NAD 27      -  44 30 57.86500(N)    099 26 33.70200(W) AD(       ) 1
 AB6402  NGVD 29             580.06   (m)         1903.1    (f) LEVELING    3  
 AB6402
 AB6402.Superseded values are not recommended for survey control.
 AB6402
 AB6402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6402.See file dsdata.pdf to determine how the superseded data were derived.
 AB6402
 AB6402_MARKER: DS = TRIANGULATION STATION DISK
 AB6402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6402_STAMPING: HIGHMORE 1951
 AB6402_MARK LOGO: CGS
 AB6402_PROJECTION: FLUSH
 AB6402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6402+STABILITY: SURFACE MOTION
 AB6402
 AB6402  HISTORY     - Date     Condition        Report By
 AB6402  HISTORY     - 1951     MONUMENTED       CGS
 AB6402  HISTORY     - 19941102 MARK NOT FOUND   NGS
 AB6402
 AB6402                          STATION DESCRIPTION
 AB6402
 AB6402'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 AB6402'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE PUBLIC
 AB6402'SCHOOL GROUNDS IN HIGHMORE.  IT IS 61 FEET EAST OF THE CENTER
 AB6402'OF A NORTH-SOUTH DIRT STREET, 45 FEET NORTH OF THE CENTER OF
 AB6402'AN EAST-WEST DIRT STREET AND 18 FEET NORTHEAST OF A FIRE
 AB6402'HYDRANT.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 AB6402'AND THE DISK IS STAMPED HIGHMORE 1951.
 AB6402'
 AB6402'REFERENCE MARK NO. 1 IS 51 PACES SOUTHWEST OF THE SOUTHWEST
 AB6402'CORNER OF THE SCHOOLHOUSE, 85 FEET WEST OF A POWER POLE AND
 AB6402'27 FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT STREET.  THE
 AB6402'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 AB6402'IS STAMPED HIGHMORE NO 1 1951.
 AB6402'
 AB6402'REFERENCE MARK NO. 2 IS 127 FEET NORTH OF THE CENTER OF THE
 AB6402'EAST-WEST DIRT STREET, 40 FEET EAST OF THE CENTER OF THE
 AB6402'NORTH-SOUTH DIRT STREET AND 3 FEET EAST OF A SCHOOLYARD CURB.
 AB6402'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 AB6402'DISK IS STAMPED HIGHMORE NO 2 1951.
 AB6402'
 AB6402'THE AZIMUTH MARK IS 13 FEET EAST OF THE MOST NORTHEAST FLOODLAMP
 AB6402'TOWER OF THE HIGHMORE ATHLETIC FIELD AND 1 FOOT NORTH OF THE
 AB6402'FIELD FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 AB6402'STAMPED HIGHMORE 1951.
 AB6402'
 AB6402'TO REACH THE STATION FROM THE CROSS-STREETS JUST WEST OF THE
 AB6402'POST OFFICE IN HIGHMORE, GO SOUTH ON STATE HIGHWAY 47 FOR
 AB6402'0.15 MILE TO A CROSS-STREET, TURN RIGHT AND GO 1 BLOCK TO THE
 AB6402'STATION ON THE RIGHT.
 AB6402'
 AB6402'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A DIRT
 AB6402'STREET FOR 0.15 MILE TO THE HIGHMORE ATHLETIC FIELD ON THE
 AB6402'RIGHT.  GO WEST ALONG NORTH SIDE OF FIELD FOR 0.05 MILE
 AB6402'TO THE MARK AS DESCRIBED.
 AB6402'
 AB6402'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AB6402
 AB6402                          STATION RECOVERY (1994)
 AB6402
 AB6402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6402'THE CITY WORKS FOREMAN STATED THAT THE MARK WAS DESTROYED BEFORE THE
 AB6402'AREA WAS LANDSCAPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6174 ***********************************************************************
 AB6174  DESIGNATION -  HIGHMORE AZ MK
 AB6174  PID         -  AB6174
 AB6174  STATE/COUNTY-  SD/HYDE
 AB6174  COUNTRY     -  US
 AB6174  USGS QUAD   -  HIGHMORE (2017)
 AB6174
 AB6174                         *CURRENT SURVEY CONTROL
 AB6174  ______________________________________________________________________
 AB6174* NAD 83(1986) POSITION- 44 30 53.     (N) 099 26 39.     (W)   SCALED
 AB6174* NAVD 88 ORTHO HEIGHT -   579.879 (meters)     1902.49  (feet) ADJUSTED
 AB6174  ______________________________________________________________________
 AB6174  GEOID HEIGHT    -        -23.871 (meters)                     GEOID18
 AB6174  DYNAMIC HEIGHT  -        579.762 (meters)     1902.10  (feet) COMP
 AB6174  MODELED GRAVITY -    980,398.5   (mgal)                       NAVD 88
 AB6174
 AB6174  VERT ORDER      -  FIRST     CLASS II
 AB6174
 AB6174.The horizontal coordinates were scaled from a map and have
 AB6174.an estimated accuracy of +/- 6 seconds.
 AB6174
 AB6174.The orthometric height was determined by differential leveling and
 AB6174.adjusted by the NATIONAL GEODETIC SURVEY
 AB6174.in October 1997.
 AB6174
 AB6174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6174.GEOID18 height accuracy estimate available here.
 AB6174
 AB6174.Click photographs - Photos may exist for this station.
 AB6174
 AB6174.The dynamic height is computed by dividing the NAVD 88
 AB6174.geopotential number by the normal gravity value computed on the
 AB6174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6174.degrees latitude (g = 980.6199 gals.).
 AB6174
 AB6174.The modeled gravity was interpolated from observed gravity values.
 AB6174
 AB6174;                    North         East    Units  Estimated Accuracy
 AB6174;SPC SD N     -    75,870.      644,190.      MT  (+/- 180 meters Scaled)
 AB6174
 AB6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ646291(NAD 83)
 AB6174
 AB6174                          SUPERSEDED SURVEY CONTROL
 AB6174
 AB6174.No superseded survey control is available for this station.
 AB6174
 AB6174_MARKER: DZ = AZIMUTH MARK DISK
 AB6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6174_STAMPING: HIGHMORE 1951
 AB6174_MARK LOGO: CGS
 AB6174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6174+STABILITY: SURFACE MOTION
 AB6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6174+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AB6174
 AB6174  HISTORY     - Date     Condition        Report By
 AB6174  HISTORY     - 1951     MONUMENTED       CGS
 AB6174  HISTORY     - 19941108 GOOD             NGS
 AB6174
 AB6174                          STATION DESCRIPTION
 AB6174
 AB6174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6174'IN HIGHMORE, AT THE INTERSECTION OF FIFTH STREET AND CUMMINGS AVENUE,
 AB6174'149.0 M (488.8 FT) SOUTH OF THE STREET CENTER, 69.0 M (226.4 FT) WEST
 AB6174'OF THE EXTENDED AVENUE CENTER, 9.5 M (31.2 FT) SOUTH OF THE CENTER OF
 AB6174'A DRIVEWAY, 4.0 M (13.1 FT) EAST OF THE NORTH LEG OF A LIGHT TOWER
 AB6174'ALONG THE NORTH SIDE OF AN ATHLETIC FIELD, 1.8 M (5.9 FT)
 AB6174'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A TRANSFORMER BOX, 0.3 M
 AB6174'(1.0 FT) NORTH OF AN IRON FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AB6174'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0676 ***********************************************************************
 PS0676  DESIGNATION -  HIGHMORE MUNICIPAL TANK
 PS0676  PID         -  PS0676
 PS0676  STATE/COUNTY-  SD/HYDE
 PS0676  COUNTRY     -  US
 PS0676  USGS QUAD   -  HIGHMORE (2017)
 PS0676
 PS0676                         *CURRENT SURVEY CONTROL
 PS0676  ______________________________________________________________________
 PS0676* NAD 83(1996) POSITION- 44 30 47.44040(N) 099 26 28.62405(W)   ADJUSTED
 PS0676  ______________________________________________________________________
 PS0676  GEOID HEIGHT    -        -23.878 (meters)                     GEOID18
 PS0676  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 PS0676  HORZ ORDER      -  THIRD
 PS0676
 PS0676.The horizontal coordinates were established by classical geodetic methods
 PS0676.and adjusted by the National Geodetic Survey in January 1998.
 PS0676
 PS0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0676.GEOID18 height accuracy estimate available here.
 PS0676
 PS0676.Click photographs - Photos may exist for this station.
 PS0676
 PS0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0676
 PS0676. The following values were computed from the NAD 83(1996) position.
 PS0676
 PS0676;                    North         East     Units Scale Factor Converg.
 PS0676;SPC SD N     -    75,699.275   644,423.281   MT  0.99998291   +0 23 43.5
 PS0676;SPC SD N     -   248,356.70  2,114,245.38   sFT  0.99998291   +0 23 43.5
 PS0676;UTM  14      - 4,928,967.640   464,926.775   MT  0.99961513   -0 18 33.8
 PS0676
 PS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6492628967(NAD 83)
 PS0676
 PS0676                          SUPERSEDED SURVEY CONTROL
 PS0676
 PS0676  NAD 83(1986)-  44 30 47.43709(N)    099 26 28.63013(W) AD(       ) 3
 PS0676  NAD 27      -  44 30 47.49000(N)    099 26 27.22900(W) AD(       ) 3
 PS0676
 PS0676.Superseded values are not recommended for survey control.
 PS0676
 PS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0676.See file dsdata.pdf to determine how the superseded data were derived.
 PS0676
 PS0676_MARKER: 53 = ELEVATED TANK
 PS0676
 PS0676  HISTORY     - Date     Condition        Report By
 PS0676  HISTORY     - 1951     FIRST OBSERVED   CGS
 PS0676
 PS0676                          STATION DESCRIPTION
 PS0676
 PS0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0676'THE STATION IS LOCATED IN THE SOUTHERN PART OF HIGHMORE ALONG
 PS0676'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 47.  IT IS ABOUT 100
 PS0676'FEET HIGH, THE LEGS ARE PAINTED BLACK THE BOWL SILVER AND
 PS0676'THE ROOF RED.
 PS0676'
 PS0676'THE POINT INTERSECTED WAS THE BALL FINIAL.
 PS0676'
 PS0676'TO REACH THE STATION FROM THE CROSS STREETS JUST WEST OF THE
 PS0676'POST OFFICE IN HIGHMORE, GO SOUTH ON STATE HIGHWAY 47 FOR
 PS0676'0.4 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1797 ***********************************************************************
 PU1797  DESIGNATION -  HILDERBRAND
 PU1797  PID         -  PU1797
 PU1797  STATE/COUNTY-  SD/BUTTE
 PU1797  COUNTRY     -  US
 PU1797  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1797
 PU1797                         *CURRENT SURVEY CONTROL
 PU1797  ______________________________________________________________________
 PU1797* NAD 83(1996) POSITION- 44 56 03.83114(N) 103 46 24.31318(W)   ADJUSTED
 PU1797* NAVD 88 ORTHO HEIGHT -   977.157 (meters)     3205.89  (feet) ADJUSTED
 PU1797  ______________________________________________________________________
 PU1797  GEOID HEIGHT    -        -15.913 (meters)                     GEOID18
 PU1797  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 PU1797  DYNAMIC HEIGHT  -        976.914 (meters)     3205.09  (feet) COMP
 PU1797  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 PU1797
 PU1797  HORZ ORDER      -  SECOND
 PU1797  VERT ORDER      -  FIRST     CLASS II
 PU1797
 PU1797.The horizontal coordinates were established by classical geodetic methods
 PU1797.and adjusted by the National Geodetic Survey in January 1998.
 PU1797
 PU1797.The orthometric height was determined by differential leveling and
 PU1797.adjusted by the NATIONAL GEODETIC SURVEY
 PU1797.in June 1991.
 PU1797
 PU1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1797.GEOID18 height accuracy estimate available here.
 PU1797
 PU1797.Click photographs - Photos may exist for this station.
 PU1797
 PU1797.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1797
 PU1797.The dynamic height is computed by dividing the NAVD 88
 PU1797.geopotential number by the normal gravity value computed on the
 PU1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1797.degrees latitude (g = 980.6199 gals.).
 PU1797
 PU1797.The modeled gravity was interpolated from observed gravity values.
 PU1797
 PU1797. The following values were computed from the NAD 83(1996) position.
 PU1797
 PU1797;                    North         East     Units Scale Factor Converg.
 PU1797;SPC SD N     -   129,292.707   302,263.789   MT  0.99994118   -2 40 14.1
 PU1797;SPC SD N     -   424,187.82    991,677.11   sFT  0.99994118   -2 40 14.1
 PU1797;UTM  13      - 4,976,394.594   596,783.523   MT  0.99971518   +0 51 59.0
 PU1797
 PU1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1797!SPC SD N     -   0.99984931  x   0.99994118  =   0.99979050
 PU1797!UTM  13      -   0.99984931  x   0.99971518  =   0.99956453
 PU1797
 PU1797:                Primary Azimuth Mark                     Grid Az
 PU1797:SPC SD N     -  P 25                                     012 34 31.2
 PU1797:UTM  13      -  P 25                                     009 02 18.1
 PU1797
 PU1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9678376394(NAD 83)
 PU1797
 PU1797|---------------------------------------------------------------------|
 PU1797| PID    Reference Object                     Distance      Geod. Az  |
 PU1797|                                                           dddmmss.s |
 PU1797| PU1800 P 25                                               0095417.1 |
 PU1797| PU1799 HILDERBRAND RM 1                      9.175 METERS 04644     |
 PU1797| PU1798 HILDERBRAND RM 2                      8.859 METERS 13336     |
 PU1797|---------------------------------------------------------------------|
 PU1797
 PU1797                          SUPERSEDED SURVEY CONTROL
 PU1797
 PU1797  NAD 83(1993)-  44 56 03.82686(N)    103 46 24.31299(W) AD(       ) 2
 PU1797  NAD 83(1986)-  44 56 03.82033(N)    103 46 24.30904(W) AD(       ) 2
 PU1797  NAD 27      -  44 56 03.86140(N)    103 46 22.57610(W) AD(       ) 2
 PU1797  NGVD 29 (??/??/92)  976.675  (m)         3204.31   (f) ADJ UNCH    1 2
 PU1797  NGVD 29             976.68   (m)         3204.3    (f) LEVELING    3  
 PU1797
 PU1797.Superseded values are not recommended for survey control.
 PU1797
 PU1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1797.See file dsdata.pdf to determine how the superseded data were derived.
 PU1797
 PU1797_MARKER: DS = TRIANGULATION STATION DISK
 PU1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1797_STAMPING: HILDERBRAND 1950
 PU1797_MARK LOGO: CGS
 PU1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1797+STABILITY: SURFACE MOTION
 PU1797
 PU1797  HISTORY     - Date     Condition        Report By
 PU1797  HISTORY     - 1950     MONUMENTED       CGS
 PU1797  HISTORY     - 1962     GOOD             CGS
 PU1797  HISTORY     - 1962     GOOD             CGS
 PU1797
 PU1797                          STATION DESCRIPTION
 PU1797
 PU1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1797'THE STATION IS LOCATED 18 MILES NORTH AND 4 MILES EAST OF BELLE
 PU1797'FOURCHE, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 85.  IT IS 126
 PU1797'FEET EAST OF THE CENTER OF THE HIGHWAY, AND 11 FEET EAST OF A
 PU1797'WITNESS POST.
 PU1797'
 PU1797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212
 PU1797'AND 85, ABOUT 1/2 MILE NORTH OF BELLE FOURCHE.  GO NORTH ON
 PU1797'HIGHWAY 85 FOR 12.05 MILES TO THE END OF THE PAVED ROAD.  CONTINUE
 PU1797'NORTH ON HIGHWAY 85 (GRAVELED) FOR 7.45 MILES TO THE STATION
 PU1797'ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.25 MILE
 PU1797'TO THE BENCH MARK ON THE RIGHT.
 PU1797'
 PU1797'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU1797'HILDERBRAND 1950.
 PU1797'
 PU1797'REFERENCE MARK NO. 1 IS 37 FEET NORTHEAST OF THE WITNESS POST.
 PU1797'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HILDERBRAND
 PU1797'NO 1 1950.
 PU1797'
 PU1797'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE WITNESS POST.  THE
 PU1797'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HILDERBRAND
 PU1797'NO 2 1950.
 PU1797'
 PU1797'BENCH MARK P 25 IS 49 FEET EAST OF THE CENTER OF THE HIGHWAY,
 PU1797'4 FEET SOUTHWEST OF A T-INTERSECTION OF FENCE LINES, AND 2 FEET
 PU1797'WEST OF A WITNESS POST.  THE MARK IS A STANDARD BENCH MARK DISK
 PU1797'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS
 PU1797'6 INCHES.  THE DISK IS STAMPED P 25 1934.
 PU1797'
 PU1797'ALL THE MARKS WITH THE EXCEPTION OF THE BENCH MARK ARE STANDARD
 PU1797'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU1797'
 PU1797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU1797
 PU1797                          STATION RECOVERY (1962)
 PU1797
 PU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1797'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 PU1797'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 PU1797'REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE
 PU1797'MARK NO. 2 WAS VERIFIED BUT THE DIRECTION MISSED THE PREVIOUS
 PU1797'DIRECTION BY 2 MINUTES AND 48 SECONDS.  THE DIRECTION TO THE
 PU1797'AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY 9.6 SECONDS.
 PU1797'
 PU1797'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 PU1797'
 PU1797'THE STATION IS ON THE SUMMIT OF A RIDGE WHICH IS 19 MILES NORTH
 PU1797'AND 4 MILES EAST OF BELLE FOURCHE, ON THE EAST SIDE OF U.S.
 PU1797'HIGHWAY 85, IN THE SOUTHWEST CORNER OF SECTION 4, R 3 E, T 11 N,
 PU1797'AND ON PROPERTY OWNED BY MR. DON HOEYE.
 PU1797'
 PU1797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 PU1797'212, 0.7 MILE NORTH OF THE CENTER OF BELLE FOURCHE, GO NORTH
 PU1797'ON HIGHWAY 85 FOR 10.75 MILES TO THE BRIDGE OVER OWL CREEK.
 PU1797'CONTINUE NORTH AND NORTHEAST ON HIGHWAY 85 FOR 3.0 MILES TO A
 PU1797'ROAD ON THE RIGHT AT THE SUMMIT OF A RIDGE.  CONTINUE NORTH AND
 PU1797'NORTHEAST ON HIGHWAY 85 FOR 2.1 MILES TO THE BRIDGE OVER INDIAN
 PU1797'CREEK.  CONTINUE NORTHEAST ON HIGHWAY 85 FOR 2.85 MILES TO THE
 PU1797'STATION AND A FENCE CORNER ON THE RIGHT, APPROXIMATELY 0.1
 PU1797'MILE NORTH OF THE SUMMIT OF THE RIDGE.
 PU1797'
 PU1797'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HILDERBRAND
 PU1797'1950, SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 PU1797'IS 125.5 FEET EAST OF THE CENTER LINE OF HIGHWAY 85, 46.5 FEET
 PU1797'EAST OF THE FENCE CORNER, 9 FEET EAST OF A METAL WITNESS POST
 PU1797'AND 1.5 FEET NORTH OF THE FENCE.  THE UNDERGROUND DISK WAS NOT
 PU1797'INSPECTED.
 PU1797'
 PU1797'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HILDERBRAND NO
 PU1797'1 1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 PU1797'IT IS 65 FEET NORTHEAST OF THE FENCE CORNER, 35 FEET NORTHEAST
 PU1797'OF THE METAL WITNESS POST AND 29.5 FEET NORTH OF THE FENCE.
 PU1797'
 PU1797'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HILDERBRAND NO 2
 PU1797'1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 PU1797'IT IS 74 FEET EAST OF THE FENCE CORNER, 37.5 FEET SOUTHEAST OF
 PU1797'THE METAL WITNESS POST AND 8 FEET SOUTH OF THE FENCE.
 PU1797'
 PU1797'B.M. P 25, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 PU1797'DISK STAMPED P 25 1934, IS SET IN A SQUARE CONCRETE POST WHICH
 PU1797'PROJECTS 4 INCHES.  IT IS 45.5 FEET EAST OF THE CENTER LINE OF
 PU1797'HIGHWAY 85, 3.2 FEET WEST OF A T-INTERSECTION IN THE FENCE AND
 PU1797'1.3 FEET SOUTH OF A METAL WITNESS POST.
 PU1797'
 PU1797'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 PU1797'85 FOR 0.2 MILE TO B.M. P 25 ON THE RIGHT, NEAR A FENCE.
 PU1797'
 PU1797'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU1797
 PU1797                          STATION RECOVERY (1962)
 PU1797
 PU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1797'19.7 MI N FROM BELLE FOURCHE.
 PU1797'ABOUT 19.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1797'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1797'4, T 11 N, R 3 E, 124 FEET EAST OF THE CENTER LINE OF THE
 PU1797'HIGHWAY, 47 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A
 PU1797'FENCE, 29.1 FEET NORTHWEST OF R.M. 2, 30.0 FEET SOUTHWEST OF R.M.
 PU1797'1, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE
 PU1797'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1797'POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1799 ***********************************************************************
 PU1799  DESIGNATION -  HILDERBRAND RM 1
 PU1799  PID         -  PU1799
 PU1799  STATE/COUNTY-  SD/BUTTE
 PU1799  COUNTRY     -  US
 PU1799  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1799
 PU1799                         *CURRENT SURVEY CONTROL
 PU1799  ______________________________________________________________________
 PU1799* NAD 83(1986) POSITION- 44 56 04.03   (N) 103 46 24.01   (W)   HD_HELD1
 PU1799* NAVD 88 ORTHO HEIGHT -   977.169 (meters)     3205.93  (feet) ADJUSTED
 PU1799  ______________________________________________________________________
 PU1799  GEOID HEIGHT    -        -15.913 (meters)                     GEOID18
 PU1799  DYNAMIC HEIGHT  -        976.926 (meters)     3205.13  (feet) COMP
 PU1799  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 PU1799
 PU1799  VERT ORDER      -  FIRST     CLASS II
 PU1799
 PU1799.The horizontal coordinates were determined by differentially corrected
 PU1799.hand held GPS observations or other comparable positioning techniques
 PU1799.and have an estimated accuracy of +/- 3 meters.
 PU1799
 PU1799.The orthometric height was determined by differential leveling and
 PU1799.adjusted by the NATIONAL GEODETIC SURVEY
 PU1799.in June 1991.
 PU1799
 PU1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1799.GEOID18 height accuracy estimate available here.
 PU1799
 PU1799.Click photographs - Photos may exist for this station.
 PU1799
 PU1799.The dynamic height is computed by dividing the NAVD 88
 PU1799.geopotential number by the normal gravity value computed on the
 PU1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1799.degrees latitude (g = 980.6199 gals.).
 PU1799
 PU1799.The modeled gravity was interpolated from observed gravity values.
 PU1799
 PU1799;                    North         East    Units  Estimated Accuracy
 PU1799;SPC SD N     -   129,298.5     302,270.7     MT  (+/- 3 meters HH1 GPS) 
 PU1799
 PU1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9679076400(NAD 83)
 PU1799
 PU1799                          SUPERSEDED SURVEY CONTROL
 PU1799
 PU1799  NGVD 29 (??/??/92)  976.687  (m)         3204.35   (f) ADJ UNCH    1 2
 PU1799
 PU1799.Superseded values are not recommended for survey control.
 PU1799
 PU1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1799.See file dsdata.pdf to determine how the superseded data were derived.
 PU1799
 PU1799_MARKER: DR = REFERENCE MARK DISK
 PU1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1799_STAMPING: HILDERBRAND NO 1 1950
 PU1799_MARK LOGO: CGS
 PU1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1799+STABILITY: SURFACE MOTION
 PU1799
 PU1799  HISTORY     - Date     Condition        Report By
 PU1799  HISTORY     - 1950     MONUMENTED       CGS
 PU1799  HISTORY     - 1962     GOOD             CGS
 PU1799
 PU1799                          STATION DESCRIPTION
 PU1799
 PU1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1799'19.7 MI N FROM BELLE FOURCHE.
 PU1799'ABOUT 19.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1799'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 4,
 PU1799'T 11 N, R 3 E, 134 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1799'29 FEET NORTH OF A FENCE, 30.0 FEET NORTHEAST OF HILDERBRAND
 PU1799'1950, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 PU1799'IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1798 ***********************************************************************
 PU1798  DESIGNATION -  HILDERBRAND RM 2
 PU1798  PID         -  PU1798
 PU1798  STATE/COUNTY-  SD/BUTTE
 PU1798  COUNTRY     -  US
 PU1798  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1798
 PU1798                         *CURRENT SURVEY CONTROL
 PU1798  ______________________________________________________________________
 PU1798* NAD 83(1986) POSITION- 44 56 03.63   (N) 103 46 24.02   (W)   HD_HELD1
 PU1798* NAVD 88 ORTHO HEIGHT -   976.930 (meters)     3205.14  (feet) ADJUSTED
 PU1798  ______________________________________________________________________
 PU1798  GEOID HEIGHT    -        -15.913 (meters)                     GEOID18
 PU1798  DYNAMIC HEIGHT  -        976.687 (meters)     3204.35  (feet) COMP
 PU1798  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 PU1798
 PU1798  VERT ORDER      -  FIRST     CLASS II
 PU1798
 PU1798.The horizontal coordinates were determined by differentially corrected
 PU1798.hand held GPS observations or other comparable positioning techniques
 PU1798.and have an estimated accuracy of +/- 3 meters.
 PU1798
 PU1798.The orthometric height was determined by differential leveling and
 PU1798.adjusted by the NATIONAL GEODETIC SURVEY
 PU1798.in June 1991.
 PU1798
 PU1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1798.GEOID18 height accuracy estimate available here.
 PU1798
 PU1798.Click photographs - Photos may exist for this station.
 PU1798
 PU1798.The dynamic height is computed by dividing the NAVD 88
 PU1798.geopotential number by the normal gravity value computed on the
 PU1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1798.degrees latitude (g = 980.6199 gals.).
 PU1798
 PU1798.The modeled gravity was interpolated from observed gravity values.
 PU1798
 PU1798;                    North         East    Units  Estimated Accuracy
 PU1798;SPC SD N     -   129,286.2     302,269.9     MT  (+/- 3 meters HH1 GPS) 
 PU1798
 PU1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9679076388(NAD 83)
 PU1798
 PU1798                          SUPERSEDED SURVEY CONTROL
 PU1798
 PU1798  NGVD 29 (??/??/92)  976.448  (m)         3203.56   (f) ADJ UNCH    1 2
 PU1798
 PU1798.Superseded values are not recommended for survey control.
 PU1798
 PU1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1798.See file dsdata.pdf to determine how the superseded data were derived.
 PU1798
 PU1798_MARKER: DR = REFERENCE MARK DISK
 PU1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1798_STAMPING: HILDERBRAND NO 2 1950
 PU1798_MARK LOGO: CGS
 PU1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1798+STABILITY: SURFACE MOTION
 PU1798
 PU1798  HISTORY     - Date     Condition        Report By
 PU1798  HISTORY     - 1950     MONUMENTED       CGS
 PU1798  HISTORY     - 1962     GOOD             CGS
 PU1798
 PU1798                          STATION DESCRIPTION
 PU1798
 PU1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1798'19.7 MI N FROM BELLE FOURCHE.
 PU1798'ABOUT 19.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1798'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 4,
 PU1798'T 11 N, R 3 E, 152 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1798'8 FEET SOUTH OF A FENCE, 29.1 FEET SOUTHEAST OF HILDERBRAND
 PU1798'1950, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 PU1798'IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1172 ***********************************************************************
 PU1172  DESIGNATION -  HILL
 PU1172  PID         -  PU1172
 PU1172  STATE/COUNTY-  SD/BUTTE
 PU1172  COUNTRY     -  US
 PU1172  USGS QUAD   -  VALE SE (2017)
 PU1172
 PU1172                         *CURRENT SURVEY CONTROL
 PU1172  ______________________________________________________________________
 PU1172* NAD 83(1986) POSITION- 44 36 39.     (N) 103 20 47.     (W)   SCALED
 PU1172* NAVD 88 ORTHO HEIGHT -   871.387 (meters)     2858.88  (feet) ADJUSTED
 PU1172  ______________________________________________________________________
 PU1172  GEOID HEIGHT    -        -16.452 (meters)                     GEOID18
 PU1172  DYNAMIC HEIGHT  -        871.156 (meters)     2858.12  (feet) COMP
 PU1172  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 PU1172
 PU1172  VERT ORDER      -  SECOND    CLASS 0
 PU1172
 PU1172.The horizontal coordinates were scaled from a map and have
 PU1172.an estimated accuracy of +/- 6 seconds.
 PU1172
 PU1172.The orthometric height was determined by differential leveling and
 PU1172.adjusted by the NATIONAL GEODETIC SURVEY
 PU1172.in June 1991.
 PU1172
 PU1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1172.GEOID18 height accuracy estimate available here.
 PU1172
 PU1172.Click photographs - Photos may exist for this station.
 PU1172
 PU1172.The dynamic height is computed by dividing the NAVD 88
 PU1172.geopotential number by the normal gravity value computed on the
 PU1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1172.degrees latitude (g = 980.6199 gals.).
 PU1172
 PU1172.The modeled gravity was interpolated from observed gravity values.
 PU1172
 PU1172;                    North         East    Units  Estimated Accuracy
 PU1172;SPC SD N     -    91,890.      334,450.      MT  (+/- 180 meters Scaled)
 PU1172
 PU1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK312410(NAD 83)
 PU1172
 PU1172                          SUPERSEDED SURVEY CONTROL
 PU1172
 PU1172  NGVD 29 (??/??/92)  870.903  (m)         2857.29   (f) ADJ UNCH    2 0
 PU1172
 PU1172.Superseded values are not recommended for survey control.
 PU1172
 PU1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1172.See file dsdata.pdf to determine how the superseded data were derived.
 PU1172
 PU1172_MARKER: DS = TRIANGULATION STATION DISK
 PU1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1172_STAMPING: HILL 1962
 PU1172_MARK LOGO: CGS
 PU1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1172+STABILITY: SURFACE MOTION
 PU1172
 PU1172  HISTORY     - Date     Condition        Report By
 PU1172  HISTORY     - 1962     MONUMENTED       CGS
 PU1172
 PU1172                          STATION DESCRIPTION
 PU1172
 PU1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1172'3.4 MI SE FROM VALE.
 PU1172'2.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1172'0.55 MILE SOUTH ALONG A ROAD, 36 FEET WEST OF THE CENTER LINE OF
 PU1172'THE ROAD, 2.4 FEET WEST OF A FENCE, 64.8 FEET WEST OF REFERENCE
 PU1172'MARK 1, 62.0 FEET NORTH OF REFERENCE MARK 2, 2.5 FEET WEST OF A
 PU1172'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU1172'POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0810 ***********************************************************************
 NN0810  DESIGNATION -  HILL CHURCH STEEPLE
 NN0810  PID         -  NN0810
 NN0810  STATE/COUNTY-  SD/CHARLES MIX
 NN0810  COUNTRY     -  US
 NN0810  USGS QUAD   -  NIOBRARA NW (2017)
 NN0810
 NN0810                         *CURRENT SURVEY CONTROL
 NN0810  ______________________________________________________________________
 NN0810* NAD 83(1996) POSITION- 42 53 08.02071(N) 098 12 18.69861(W)   ADJUSTED
 NN0810  ______________________________________________________________________
 NN0810  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 NN0810  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 NN0810  HORZ ORDER      -  THIRD
 NN0810
 NN0810.The horizontal coordinates were established by classical geodetic methods
 NN0810.and adjusted by the National Geodetic Survey in January 1998.
 NN0810
 NN0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0810.GEOID18 height accuracy estimate available here.
 NN0810
 NN0810.Click photographs - Photos may exist for this station.
 NN0810
 NN0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0810
 NN0810. The following values were computed from the NAD 83(1996) position.
 NN0810
 NN0810;                    North         East     Units Scale Factor Converg.
 NN0810;SPC SD S     -    63,575.439   773,831.133   MT  0.99998804   +1 28 05.2
 NN0810;SPC SD S     -   208,580.42  2,538,810.98   sFT  0.99998804   +1 28 05.2
 NN0810;UTM  14      - 4,748,413.069   564,903.578   MT  0.99965182   +0 32 27.3
 NN0810
 NN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6490348413(NAD 83)
 NN0810
 NN0810                          SUPERSEDED SURVEY CONTROL
 NN0810
 NN0810  NAD 83(1995)-  42 53 08.02071(N)    098 12 18.69859(W) AD(       ) 3
 NN0810  NAD 83(1986)-  42 53 08.03273(N)    098 12 18.70022(W) AD(       ) 3
 NN0810  NAD 27      -  42 53 08.04000(N)    098 12 17.42000(W) AD(       ) 3
 NN0810
 NN0810.Superseded values are not recommended for survey control.
 NN0810
 NN0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0810.See file dsdata.pdf to determine how the superseded data were derived.
 NN0810
 NN0810_MARKER: 90 = CHURCH SPIRE
 NN0810
 NN0810  HISTORY     - Date     Condition        Report By
 NN0810  HISTORY     - 1948     FIRST OBSERVED   CGS
 NN0810
 NN0810                          STATION DESCRIPTION
 NN0810
 NN0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0810'STATION IS LOCATED ABOUT 10 MILES SOUTH OF DANTE ON A HIGH
 NN0810'POINT OVERLOOKING THE MISSOURI RIVER.  STATION IS ABOUT 60
 NN0810'FEET LONG, 30 FEET WIDE AND 40 FEET HIGH AND IS WHITE IN COLOR.
 NN0810'
 NN0810'THE POINT INTERSECTED WAS THE STEEPLE.
 NN0810'
 NN0810'TO REACH STATION FROM POINT IN WEST EDGE OF DANTE WHERE STATE
 NN0810'ROUTE 50 TURNS NORTH GO SOUTH ON GRAVEL ROAD FOR 9.4 MILES
 NN0810'TO POINT WHERE MAIN GRAVEL ROAD TURNS EAST.  TURN RIGHT
 NN0810'AND GO WEST AND SOUTH ON DIRT ROAD FOR 3.5 MILES TO STATION
 NN0810'ON HIGH HILL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1171 ***********************************************************************
 PU1171  DESIGNATION -  HILL RM 1
 PU1171  PID         -  PU1171
 PU1171  STATE/COUNTY-  SD/BUTTE
 PU1171  COUNTRY     -  US
 PU1171  USGS QUAD   -  VALE SE (2017)
 PU1171
 PU1171                         *CURRENT SURVEY CONTROL
 PU1171  ______________________________________________________________________
 PU1171* NAD 83(1986) POSITION- 44 36 39.     (N) 103 20 47.     (W)   SCALED
 PU1171* NAVD 88 ORTHO HEIGHT -   871.055 (meters)     2857.79  (feet) ADJUSTED
 PU1171  ______________________________________________________________________
 PU1171  GEOID HEIGHT    -        -16.452 (meters)                     GEOID18
 PU1171  DYNAMIC HEIGHT  -        870.824 (meters)     2857.03  (feet) COMP
 PU1171  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 PU1171
 PU1171  VERT ORDER      -  SECOND    CLASS 0
 PU1171
 PU1171.The horizontal coordinates were scaled from a map and have
 PU1171.an estimated accuracy of +/- 6 seconds.
 PU1171
 PU1171.The orthometric height was determined by differential leveling and
 PU1171.adjusted by the NATIONAL GEODETIC SURVEY
 PU1171.in June 1991.
 PU1171
 PU1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1171.GEOID18 height accuracy estimate available here.
 PU1171
 PU1171.Click photographs - Photos may exist for this station.
 PU1171
 PU1171.The dynamic height is computed by dividing the NAVD 88
 PU1171.geopotential number by the normal gravity value computed on the
 PU1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1171.degrees latitude (g = 980.6199 gals.).
 PU1171
 PU1171.The modeled gravity was interpolated from observed gravity values.
 PU1171
 PU1171;                    North         East    Units  Estimated Accuracy
 PU1171;SPC SD N     -    91,890.      334,450.      MT  (+/- 180 meters Scaled)
 PU1171
 PU1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK312410(NAD 83)
 PU1171
 PU1171                          SUPERSEDED SURVEY CONTROL
 PU1171
 PU1171  NGVD 29 (??/??/92)  870.571  (m)         2856.20   (f) ADJ UNCH    2 0
 PU1171
 PU1171.Superseded values are not recommended for survey control.
 PU1171
 PU1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1171.See file dsdata.pdf to determine how the superseded data were derived.
 PU1171
 PU1171_MARKER: DR = REFERENCE MARK DISK
 PU1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1171_STAMPING: HILL NO 1 1962
 PU1171_MARK LOGO: CGS
 PU1171_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1171+STABILITY: SURFACE MOTION
 PU1171
 PU1171  HISTORY     - Date     Condition        Report By
 PU1171  HISTORY     - 1962     MONUMENTED       CGS
 PU1171
 PU1171                          STATION DESCRIPTION
 PU1171
 PU1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1171'3.4 MI SE FROM VALE.
 PU1171'2.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1171'0.55 MILE SOUTH ALONG A ROAD, 29 FEET EAST OF THE ROAD, 64.8 FEET
 PU1171'EAST AND ACROSS THE ROAD FROM THE STATION, 1.4 FEET WEST OF A
 PU1171'FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1171'PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1173 ***********************************************************************
 PU1173  DESIGNATION -  HILL RM 2
 PU1173  PID         -  PU1173
 PU1173  STATE/COUNTY-  SD/BUTTE
 PU1173  COUNTRY     -  US
 PU1173  USGS QUAD   -  VALE SE (2017)
 PU1173
 PU1173                         *CURRENT SURVEY CONTROL
 PU1173  ______________________________________________________________________
 PU1173* NAD 83(1986) POSITION- 44 36 39.     (N) 103 20 47.     (W)   SCALED
 PU1173* NAVD 88 ORTHO HEIGHT -   872.336 (meters)     2861.99  (feet) ADJUSTED
 PU1173  ______________________________________________________________________
 PU1173  GEOID HEIGHT    -        -16.452 (meters)                     GEOID18
 PU1173  DYNAMIC HEIGHT  -        872.105 (meters)     2861.23  (feet) COMP
 PU1173  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 PU1173
 PU1173  VERT ORDER      -  SECOND    CLASS 0
 PU1173
 PU1173.The horizontal coordinates were scaled from a map and have
 PU1173.an estimated accuracy of +/- 6 seconds.
 PU1173
 PU1173.The orthometric height was determined by differential leveling and
 PU1173.adjusted by the NATIONAL GEODETIC SURVEY
 PU1173.in June 1991.
 PU1173
 PU1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1173.GEOID18 height accuracy estimate available here.
 PU1173
 PU1173.Click photographs - Photos may exist for this station.
 PU1173
 PU1173.The dynamic height is computed by dividing the NAVD 88
 PU1173.geopotential number by the normal gravity value computed on the
 PU1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1173.degrees latitude (g = 980.6199 gals.).
 PU1173
 PU1173.The modeled gravity was interpolated from observed gravity values.
 PU1173
 PU1173;                    North         East    Units  Estimated Accuracy
 PU1173;SPC SD N     -    91,890.      334,450.      MT  (+/- 180 meters Scaled)
 PU1173
 PU1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK312410(NAD 83)
 PU1173
 PU1173                          SUPERSEDED SURVEY CONTROL
 PU1173
 PU1173  NGVD 29 (??/??/92)  871.853  (m)         2860.40   (f) ADJ UNCH    2 0
 PU1173
 PU1173.Superseded values are not recommended for survey control.
 PU1173
 PU1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1173.See file dsdata.pdf to determine how the superseded data were derived.
 PU1173
 PU1173_MARKER: DR = REFERENCE MARK DISK
 PU1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1173_STAMPING: HILL NO 2 1962
 PU1173_MARK LOGO: CGS
 PU1173_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1173+STABILITY: SURFACE MOTION
 PU1173
 PU1173  HISTORY     - Date     Condition        Report By
 PU1173  HISTORY     - 1962     MONUMENTED       CGS
 PU1173
 PU1173                          STATION DESCRIPTION
 PU1173
 PU1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1173'3.4 MI SE FROM VALE.
 PU1173'2.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE THENCE
 PU1173'0.55 MILE SOUTH ALONG A ROAD, 34 1/2 FEET WEST OF THE CENTER LINE
 PU1173'OF THE ROAD, 62.0 FEET SOUTH OF THE STATION, 1.4 FEET WEST OF A
 PU1173'FENCE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1173'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1178 ***********************************************************************
 PT1178  DESIGNATION -  HILLAND
 PT1178  PID         -  PT1178
 PT1178  STATE/COUNTY-  SD/HAAKON
 PT1178  COUNTRY     -  US
 PT1178  USGS QUAD   -  HILLAND (2017)
 PT1178
 PT1178                         *CURRENT SURVEY CONTROL
 PT1178  ______________________________________________________________________
 PT1178* NAD 83(1996) POSITION- 44 15 21.02778(N) 101 47 49.78281(W)   ADJUSTED
 PT1178* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 PT1178  ______________________________________________________________________
 PT1178  GEOID HEIGHT    -        -20.554 (meters)                     GEOID18
 PT1178  LAPLACE CORR    -         -9.24  (seconds)                    DEFLEC18
 PT1178  HORZ ORDER      -  FIRST
 PT1178
 PT1178.The horizontal coordinates were established by classical geodetic methods
 PT1178.and adjusted by the National Geodetic Survey in January 1998.
 PT1178
 PT1178.The orthometric height was scaled from a topographic map.
 PT1178
 PT1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1178.GEOID18 height accuracy estimate available here.
 PT1178
 PT1178.Click photographs - Photos may exist for this station.
 PT1178
 PT1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1178
 PT1178. The following values were computed from the NAD 83(1996) position.
 PT1178
 PT1178;                    North         East     Units Scale Factor Converg.
 PT1178;SPC SD S     -   214,611.256   483,107.275   MT  0.99996876   -1 00 35.4
 PT1178;SPC SD S     -   704,103.76  1,584,994.45   sFT  0.99996876   -1 00 35.4
 PT1178;UTM  14      - 4,904,094.519   276,703.512   MT  1.00021326   -1 57 10.2
 PT1178
 PT1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1178!SPC SD S     -   0.99987412  x   0.99996876  =   0.99984288
 PT1178!UTM  14      -   0.99987412  x   1.00021326  =   1.00008735
 PT1178
 PT1178:                Primary Azimuth Mark                     Grid Az
 PT1178:SPC SD S     -  HILLAND AZ MK                            333 42 50.6
 PT1178:UTM  14      -  HILLAND AZ MK                            334 39 25.4
 PT1178
 PT1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7670304094(NAD 83)
 PT1178
 PT1178|---------------------------------------------------------------------|
 PT1178| PID    Reference Object                     Distance      Geod. Az  |
 PT1178|                                                           dddmmss.s |
 PT1178| CQ3980 HILLAND RM 1                         18.608 METERS 20345     |
 PT1178| CQ3981 HILLAND RM 2                          8.159 METERS 29934     |
 PT1178| PT1179 HILLAND COMMUNITY CHURCH SPIRE      APPROX. 5.8 KM 3040924.5 |
 PT1178| CQ3979 HILLAND AZ MK                                      3324215.2 |
 PT1178|---------------------------------------------------------------------|
 PT1178
 PT1178                          SUPERSEDED SURVEY CONTROL
 PT1178
 PT1178  NAD 83(1986)-  44 15 21.02030(N)    101 47 49.78460(W) AD(       ) 1
 PT1178  NAD 27      -  44 15 21.07500(N)    101 47 48.26200(W) AD(       ) 1
 PT1178
 PT1178.Superseded values are not recommended for survey control.
 PT1178
 PT1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1178.See file dsdata.pdf to determine how the superseded data were derived.
 PT1178
 PT1178_MARKER: DS = TRIANGULATION STATION DISK
 PT1178_SETTING: 66 = SET IN ROCK OUTCROP
 PT1178_STAMPING: HILLAND 1950
 PT1178_MARK LOGO: CGS
 PT1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT1178+STABILITY: POSITION/ELEVATION WELL
 PT1178
 PT1178  HISTORY     - Date     Condition        Report By
 PT1178  HISTORY     - 1950     MONUMENTED       CGS
 PT1178  HISTORY     - 1961     GOOD             CGS
 PT1178
 PT1178                          STATION DESCRIPTION
 PT1178
 PT1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1178'STATION IS LOCATED ON A HIGH ROCKY BUTTE, ABOUT 14 MILES NORTHWEST
 PT1178'OF PHILIP, ABOUT 3.5 MILES SOUTHEAST OF HILLAND, 12 FEET SOUTH OF
 PT1178'A WITNESS POST, AND ON LAND OWNED BY MORGAN WILLIAMS.
 PT1178'
 PT1178'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 73
 PT1178'IN PHILIP, GO NORTH ON HIGHWAY 73 FOR 17.4 MILES TO AN OFFSET
 PT1178'CROSSROAD.  TURN LEFT AND GO WEST ON DIRT ROAD FOR 6.75 MILES TO
 PT1178'A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A WIRE GATE
 PT1178'AND AZIMUTH MARK ON LEFT.  TURN LEFT THROUGH GATE AND GO
 PT1178'SOUTHEAST ON DIM TRACK ROAD FOR 1.1 MILES TO HIGHEST BUTTE AND
 PT1178'STATION.
 PT1178'
 PT1178'STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HILLAND
 PT1178'1950.
 PT1178'
 PT1178'REFERENCE MARK NO. 1 PROJECTS 10 INCHES, AND THE DISK IS
 PT1178'STAMPED HILLAND NO 1 1950.
 PT1178'
 PT1178'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1178'HILLAND NO 2 19N0.
 PT1178'
 PT1178'AZIMUTH MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HILLAND
 PT1178'1950.  IT IS 35 FEET EAST OF CENTER OF DIRT ROAD, 14 FEET
 PT1178'NORTH OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE CORNER.
 PT1178'
 PT1178'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 PT1178'HOLES IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A STANDARD DISK
 PT1178'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PT1178'
 PT1178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1178
 PT1178                          STATION RECOVERY (1961)
 PT1178
 PT1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1178'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A LARGE DISCREPANCY
 PT1178'WAS FOUND IN THE DIRECTION TO BOTH REFERENCE MARKS.  A SLIGHT
 PT1178'DIFFERENCE WAS ALSO FOUND IN THE DISTANCE TO THE MARKS.  DUE
 PT1178'TO SOIL EROSION THE STATION MARK APPEARS TO HAVE BEEN DISTURBED
 PT1178'AND PROBABLY WILL BE OF NO PRACTICAL USE IN THE NEAR FUTURE.
 PT1178'A NEW DESCRIPTION FOLLOWS--
 PT1178'
 PT1178'STATION IS LOCATED ON A HIGH ROCK COVERED HILL, ABOUT 14 MILES
 PT1178'NORTHWEST OF PHILIP AND 3-1/2 MILES SOUTHEAST OF HILLAND.  IT
 PT1178'IS IN THE SE 1/4 SEC. 35, R 19 E, T 4 N.
 PT1178'
 PT1178'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT1178'73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON HIGHWAY 73 FOR 16.8
 PT1178'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST FOR
 PT1178'6.8 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A
 PT1178'GATE, PASS THROUGH GATE, TURN LEFT, AND GO ABOUT 75 FEET TO
 PT1178'ANOTHER GATE, PASS THROUGH GATE AND THE AZIMUTH MARK ON THE
 PT1178'LEFT, GO SOUTHEAST ACROSS PASTURE ON DIM TRACK ROAD FOR 1.1
 PT1178'MILE TO THE EAST ONE OF TWO HILLS AND THE STATION.
 PT1178'
 PT1178'STATION MARK, A STANDARD DISK STAMPED HILLAND 1950, IS CEMENTED IN
 PT1178'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 12 FEET SOUTH OF A
 PT1178'4 X 4 INCH WITNESS POST.
 PT1178'
 PT1178'REFERENCE MARK 1, A STANDARD DISK STAMPED HILLAND NO 1 1950, IS
 PT1178'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE
 PT1178'SOUTHWEST EDGE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE
 PT1178'STATION.
 PT1178'
 PT1178'REFERENCE MARK 2, A STANDARD DISK STAMPED HILLAND NO 2 1950, IS
 PT1178'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PT1178'
 PT1178'AZIMUTH MARK, A STANDARD DISK STAMPED HILLAND 1950, IS SET
 PT1178'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT1178'10 INCHES.  IT IS 41 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT
 PT1178'ROAD, 29 FEET NORTH OF THE CENTER OF A GATE IN THE NORTH-SOUTH
 PT1178'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN AND 1
 PT1178'FOOT SOUTHEAST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1179 ***********************************************************************
 PT1179  DESIGNATION -  HILLAND COMMUNITY CHURCH SPIRE
 PT1179  PID         -  PT1179
 PT1179  STATE/COUNTY-  SD/HAAKON
 PT1179  COUNTRY     -  US
 PT1179  USGS QUAD   -  HILLAND (2017)
 PT1179
 PT1179                         *CURRENT SURVEY CONTROL
 PT1179  ______________________________________________________________________
 PT1179* NAD 83(1996) POSITION- 44 17 06.30464(N) 101 51 25.89686(W)   ADJUSTED
 PT1179  ______________________________________________________________________
 PT1179  GEOID HEIGHT    -        -20.358 (meters)                     GEOID18
 PT1179  LAPLACE CORR    -         -8.32  (seconds)                    DEFLEC18
 PT1179  HORZ ORDER      -  THIRD
 PT1179
 PT1179.The horizontal coordinates were established by classical geodetic methods
 PT1179.and adjusted by the National Geodetic Survey in January 1998.
 PT1179
 PT1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1179.GEOID18 height accuracy estimate available here.
 PT1179
 PT1179.Click photographs - Photos may exist for this station.
 PT1179
 PT1179.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1179
 PT1179. The following values were computed from the NAD 83(1996) position.
 PT1179
 PT1179;                    North         East     Units Scale Factor Converg.
 PT1179;SPC SD S     -   217,946.312   478,373.641   MT  0.99997458   -1 03 04.5
 PT1179;SPC SD S     -   715,045.53  1,569,464.19   sFT  0.99997458   -1 03 04.5
 PT1179;UTM  14      - 4,907,507.962   272,024.263   MT  1.00023923   -1 59 45.0
 PT1179
 PT1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7202407507(NAD 83)
 PT1179
 PT1179                          SUPERSEDED SURVEY CONTROL
 PT1179
 PT1179  NAD 83(1986)-  44 17 06.29718(N)    101 51 25.89726(W) AD(       ) 3
 PT1179  NAD 27      -  44 17 06.35300(N)    101 51 24.36800(W) AD(       ) 3
 PT1179
 PT1179.Superseded values are not recommended for survey control.
 PT1179
 PT1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1179.See file dsdata.pdf to determine how the superseded data were derived.
 PT1179
 PT1179_MARKER: 90 = CHURCH SPIRE
 PT1179
 PT1179  HISTORY     - Date     Condition        Report By
 PT1179  HISTORY     - 1961     FIRST OBSERVED   CGS
 PT1179
 PT1179                          STATION DESCRIPTION
 PT1179
 PT1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1179'THE APEX OF THE HILLAND COMMUNITY CHURCH SPIRE LOCATED 19-1/2
 PT1179'MILES NORTH-NORTHWEST OF PHILIP AND 9 MILES WEST OF STATE
 PT1179'HIGHWAY 73 IN SECTION 20, T 4 N, R 19 E.  A WOODEN CHURCH,
 PT1179'PAINTED WHITE, WITH GREEN ROOF HAVING A STEEPLE WITH SHEET
 PT1179'METAL ROOF ABOUT 70 FEET TALL ON THE SOUTH END.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0858 ***********************************************************************
 OR0858  DESIGNATION -  HILLS
 OR0858  PID         -  OR0858
 OR0858  STATE/COUNTY-  SD/BRULE
 OR0858  COUNTRY     -  US
 OR0858  USGS QUAD   -  BOND BOTTOM (2017)
 OR0858
 OR0858                         *CURRENT SURVEY CONTROL
 OR0858  ______________________________________________________________________
 OR0858* NAD 83(1996) POSITION- 43 30 54.15223(N) 099 15 27.37402(W)   ADJUSTED
 OR0858* NAVD 88 ORTHO HEIGHT -   621.    (meters)     2037.    (feet) SCALED
 OR0858  ______________________________________________________________________
 OR0858  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 OR0858  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 OR0858  HORZ ORDER      -  FIRST
 OR0858
 OR0858.The horizontal coordinates were established by classical geodetic methods
 OR0858.and adjusted by the National Geodetic Survey in January 1998.
 OR0858
 OR0858.The orthometric height was scaled from a topographic map.
 OR0858
 OR0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0858.GEOID18 height accuracy estimate available here.
 OR0858
 OR0858.Click photographs - Photos may exist for this station.
 OR0858
 OR0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0858
 OR0858. The following values were computed from the NAD 83(1996) position.
 OR0858
 OR0858;                    North         East     Units Scale Factor Converg.
 OR0858;SPC SD S     -   131,840.391   686,969.431   MT  0.99990849   +0 44 31.5
 OR0858;SPC SD S     -   432,546.35  2,253,832.21   sFT  0.99990849   +0 44 31.5
 OR0858;UTM  14      - 4,818,044.178   479,179.353   MT  0.99960533   -0 10 38.5
 OR0858
 OR0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0858!SPC SD S     -   0.99990668  x   0.99990849  =   0.99981518
 OR0858!UTM  14      -   0.99990668  x   0.99960533  =   0.99951205
 OR0858
 OR0858:                Primary Azimuth Mark                     Grid Az
 OR0858:SPC SD S     -  HILLS AZ MK                              144 21 07.8
 OR0858:UTM  14      -  HILLS AZ MK                              145 16 17.8
 OR0858
 OR0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7917918044(NAD 83)
 OR0858
 OR0858|---------------------------------------------------------------------|
 OR0858| PID    Reference Object                     Distance      Geod. Az  |
 OR0858|                                                           dddmmss.s |
 OR0858| OR0841 KIMBALL WATER TANK                  APPROX.35.7 KM 0422239.6 |
 OR0858| CO3689 HILLS RM 3                           19.767 METERS 05855     |
 OR0858| CO3687 HILLS RM 1                          APPROX. 0.8 KM 1100649.4 |
 OR0858| CO3688 HILLS RM 2                          APPROX. 0.9 KM 1265741.4 |
 OR0858| CO3686 HILLS AZ MK                                        1450539.3 |
 OR0858| OR0857 BIJOU                                 4.845 METERS 22809     |
 OR0858|---------------------------------------------------------------------|
 OR0858
 OR0858                          SUPERSEDED SURVEY CONTROL
 OR0858
 OR0858  NAD 83(1995)-  43 30 54.15149(N)    099 15 27.37746(W) AD(       ) 1
 OR0858  NAD 83(1986)-  43 30 54.15327(N)    099 15 27.38127(W) AD(       ) 1
 OR0858  NAD 27      -  43 30 54.15200(N)    099 15 26.03500(W) AD(       ) 1
 OR0858
 OR0858.Superseded values are not recommended for survey control.
 OR0858
 OR0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0858.See file dsdata.pdf to determine how the superseded data were derived.
 OR0858
 OR0858_MARKER: DS = TRIANGULATION STATION DISK
 OR0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0858_STAMPING: HILLS 1934
 OR0858_MARK LOGO: CGS
 OR0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0858+STABILITY: SURFACE MOTION
 OR0858
 OR0858  HISTORY     - Date     Condition        Report By
 OR0858  HISTORY     - 1934     MONUMENTED       CGS
 OR0858  HISTORY     - 1945     GOOD             CGS
 OR0858  HISTORY     - 1948     GOOD             CGS
 OR0858
 OR0858                          STATION DESCRIPTION
 OR0858
 OR0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0858'STATION IS LOCATED IN AMERICA TOWNSHIP, ABOUT 5-1/2 MILES WEST
 OR0858'OF BIJOU HILLS POST OFFICE, APPROXIMATELY 500 FEET WEST OF THE 1/4
 OR0858'CORNER OF SECTIONS 31 AND 30, T. 101 N., R. 70 W.
 OR0858'
 OR0858'TO REACH FROM THE WEAX GAS STATION IN BIJOU HILLS SETTLEMENT,
 OR0858'TAKE STATE ROUTE 43 NORTH FOR 0.7 MILES, FOLLOW IT WEST
 OR0858'TO WHERE IT TURNS NORTH AT SCHOOL AND CEMETERY, THERE TURN
 OR0858'SOUTH AND GO 1.0 MILE, TURN WEST AND GO 2.0 MILES, TURN SOUTH
 OR0858'AND GO 1.0 MILE, TURN WEST AND GO 1.5 MILES, THEN KEEP STRAIGHT
 OR0858'AHEAD THROUGH GATE AT HALF SECTION FENCE, GO 0.45 MILE WEST
 OR0858'ALONG FENCE ON SOUTH, TURN NORTH AND GO ALONG WEST EDGE OF
 OR0858'BLUFF FOR 0.65 MILE WHICH IS AS FAR AS TRUCK CAN BE DRIVEN.
 OR0858'STATION IS ON THE WEST END OF BLUFF OVERLOOKING THE MISSOURI
 OR0858'RIVER, ABOUT 0.6 MILE NORTHWEST OF END OF ROAD, ABOUT 0.4
 OR0858'MILE EAST OF CENTER OF MISSOURI RIVER, 0.3 MILE NORTHWEST
 OR0858'OF SMALL WOODEN HOUSE, 20 FEET EAST OF WEST EDGE OF POINT
 OR0858'WHERE DECLINE BEGINS.
 OR0858'
 OR0858'REFERENCE MARK NO. 1 IS ON BREAK OF THE NORTH EDGE OF RIDGE,
 OR0858'EAST OF SMALL WOODEN HOUSE.
 OR0858'
 OR0858'REFERENCE MARK NO. 2 IS ON THE SOUTH END OF RIDGE, EAST OF
 OR0858'SMALL WOODEN HOUSE, 12 FEET NORTH OF SOUTH BREAK OF SAID
 OR0858'RIDGE.
 OR0858'
 OR0858'TO REACH AZIMUTH MARK FROM SAID GATE AT HALF SECTION LINE,
 OR0858'GO WEST 0.45 MILE ALONG HALF SECTION FENCE, TURN NORTH GO
 OR0858'0.2 MILE.  MARK IS 12 FEET WEST OF CENTERLINE OF DIRT ROAD,
 OR0858'IN NORTH-SOUTH FENCE LINE, AND PROJECTS 4 INCHES ABOVE SURFACE
 OR0858'OF GROUND.
 OR0858'
 OR0858'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 OR0858'AS DESCRIBED.
 OR0858'
 OR0858'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 OR0858
 OR0858                          STATION RECOVERY (1945)
 OR0858
 OR0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0858'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 BY C.I.A. AND
 OR0858'ALL MARKS WERE FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 OR0858'FOLLOWS--
 OR0858'
 OR0858'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE SMALL VILLAGE
 OR0858'OF BIJOU HILLS AND ON A HIGH PROMINENT HILL THAT OVERLOOKS
 OR0858'THE MISSOURI RIVER TO THE WEST.  THE MARK PROJECTS 5 INCHES
 OR0858'AND THE DISK IS STAMPED HILLS 1934.
 OR0858'
 OR0858'THE AZIMUTH MARK IS 1.0 MILES SOUTHEAST OF THE STATION AND ON
 OR0858'THE WEST EDGE OF A CULTIVATED FIELD AND IN FENCE LINE.  ON
 OR0858'THE CONCRETE OF THE MARK IS PAINTED IN WHITE LETTERS 1904.6.
 OR0858'THE DISK IS A STANDARD REFERENCE MARK DISK AND IT IS STAMPED
 OR0858'HILLS AZI 1934.
 OR0858'
 OR0858'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION
 OR0858'AND AS DESCRIBED.  THE DISTANCE WAS NOT CHECKED DUE TO THE
 OR0858'PERPENDICULAR BLUFF IN THEIR DIRECTION.  TIME DID NOT PERMIT
 OR0858'THE OBSERVING UNIT TO USE OTHER METHODS IN DETERMINATING THE
 OR0858'DISTANCE TO EACH REFERENCE MARK.
 OR0858'
 OR0858'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HILLS
 OR0858'TO BIJOU (MO.R.C.).  IT IS 4.825 METERS (15.83 FEET) SOUTHWEST
 OR0858'OF THE STATION.
 OR0858'
 OR0858'TO REACH THE STATION FROM THE BIJOU HILLS POST OFFICE, GO
 OR0858'WEST 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 50, HERE TURN
 OR0858'LEFT ON STATE HIGHWAY AND GO 0.25 MILES TO A GRADED DIRT
 OR0858'CROSSROAD, TURN RIGHT AND GO WEST FOR 3.0 MILES TO A T ROAD
 OR0858'LEFT, TURN LEFT AND GO 1.0 MILE TO A SHARP RIGHT TURN, THENCE
 OR0858'CONTINUE WEST FOR 1.5 MILES TO A WIRE GATE STRAIGHT AHEAD.
 OR0858'PASS THROUGH GATE AND CONTINUE ON THE NORTH SIDE OF A FENCE
 OR0858'LINE FOR 0.5 MILE TO A FENCE LINE, THENCE RIGHT FOR 0.25
 OR0858'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OR0858'
 OR0858'CONTINUE ON NORTH ALONG THE WEST EDGE OF THE CULTIVATED
 OR0858'FIELD FOR 0.4 MILE TO A WIRE GATE.  PASS THROUGH GATE AND FOLLOW
 OR0858'TRACK ROAD IN A NORTHWEST DIRECTION FOR 0.4 MILE TO THE END
 OR0858'OF TRUCK TRAVEL.  HERE BACK PACK IN A WESTERLY DIRECTION FOR
 OR0858'0.5 MILE TO THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 OR0858'
 OR0858'OBSERVATIONS MADE FROM A FOUR FOOT STAND.
 OR0858
 OR0858                          STATION RECOVERY (1948)
 OR0858
 OR0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0858'THE STATION MARK, AZIMUTH MARK,
 OR0858'AND REFERENCE MARKS NO. 1 AND NO. 2, WERE FOUND
 OR0858'AS DESCRIBED AND WERE IN GOOD CONDITION.  REFERENCE MARK NO.
 OR0858'3 WAS ESTABLISHED NEAR THE STATION.  THE UNDERGROUND-STATION
 OR0858'MARK FOR M.R.C. BIJOU WAS RECOVERED AND THE SURFACE PIPE MARK,
 OR0858'WHICH WAS FOUND LOOSE AND LEANING WAS RESET AND A TRAVERSE
 OR0858'CONNECTION WAS MADE TO HILLS 1934.  A NEW DESCRIPTION FOLLOWS
 OR0858'WHICH INCLUDES THE ABOVE CHANGES.
 OR0858'
 OR0858'STATION IS LOCATED ABOUT 5 MILES WEST OF THE VILLAGE OF BIJOU
 OR0858'HILLS AND ON A PROMINENT HILL THAT OVERLOOKS THE MISSOURI
 OR0858'RIVER TO THE WEST.  THE STATION IS ON THE HIGHEST PART OF THE
 OR0858'HILL, THE MARK PROJECTS ABOUT 5 INCHES AND THE DISC IS STAMPED
 OR0858'HILLS 1934.
 OR0858'
 OR0858'*REFERENCE MARK NO. 1 IS ABOUT 1/2 MILE EAST OF THE STATION,
 OR0858'AT THE NORTH END OF A SMALL RIDGE AND AT THE BREAK OF THE RIDGE IN
 OR0858'THAT DIRECTION.  THE SMALL WOODEN HOUSE MENTIONED BY C.I.A.
 OR0858'IS GONE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS
 OR0858'STAMPED HILLS NO 1 1934.
 OR0858'
 OR0858'*REFERENCE MARK NO. 2 IS ABOUT 1/2 MILE EAST OF THE STATION,
 OR0858'AT THE SOUTH END OF THE SAME RIDGE AS R.M. NO. 1 AND ABOUT
 OR0858'12 FEET NORTH OF THE SOUTH BREAK OF THE RIDGE.  THE MARK PROJECTS
 OR0858'ABOUT 6 INCHES AND THE DISC IS STAMPED HILLS NO 2 1948.
 OR0858'
 OR0858'NOTE-THE DISTANCES TO THE ABOVE REFERENCE MARKS WAS NOT CHECKED
 OR0858'AS A DEEP DRAINAGE LIES BETWEEN THEM AND THE STATION.
 OR0858'
 OR0858'REFERENCE MARK NO. 3, 1948 IS 64.83 FEET NORTHEAST OF THE STATION,
 OR0858'ON THE SUMMIT OF THE RIDGE, THE SAME AS THE STATION IS ON BUT
 OR0858'EXTENDS IN THAT DIRECTION.  THE MARK, DESCRIBED,
 OR0858'PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED HILLS NO 3 1948.
 OR0858'IT IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 OR0858'
 OR0858'REFERENCE MARK NO. 4 IS THE MISSOURI RIVER COMMISSION MARK,
 OR0858'BIJOU.  A TRAVERSE TIE WAS MADE TO THIS MARK FROM THE STATION
 OR0858'AND THE RESULTS NOTED BELOW.  THE SURFACE-STATION MARK IS A
 OR0858'4 INCH PIPE THAT PROJECTS ABOUT 6 INCHES WITH AN IRON CAP
 OR0858'BOLTED TO THE TOP AND A HOLE IN THE SMALL TRIANGLE IN RELIEF
 OR0858'ON THE CAP.  IT IS LOCATED ON THE VERY HIGHEST POINT OF THE
 OR0858'HILL AND SOUTHWEST OF THE STATION.
 OR0858'
 OR0858'AZIMUTH MARK, 1934, IS APPROXIMATELY 1.0 MILE SOUTHEAST OF THE
 OR0858'STATION, ON THE WEST EDGE OF A CULTIVATED FIELD, IN THE FENCE
 OR0858'LINE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 OR0858'PROJECTS ABOUT 5 INCHES AND THE DISC IS STAMPED HILLS AZI
 OR0858'1934.  (DISC IS A STANDARD REFERENCE MARK DISC) ON THE CONCRETE
 OR0858'OF THE MARK IS PRINTED IN WHITE LETTERS 1904.6.
 OR0858'
 OR0858'THE STATION WAS REACHED FROM THE BIJOU HILL POSTOFFICE BY GOING WEST
 OR0858'TO THE JUNCTION OF STATE HIGHWAY 50, THENCE LEFT OR SOUTH ON
 OR0858'THE HIGHWAY FOR 0.25 MILE TO A CROSSROADS.  TURN RIGHT ON
 OR0858'GRADED DIRT ROAD AND GO WEST FOR 3.0 MILES TO A T-ROAD TO THE
 OR0858'LEFT, THENCE LEFT OR SOUTH FOR 1.0 MILE TO T-ROAD, THENCE
 OR0858'RIGHT OR WEST FOR 1.5 MILES TO GATE ACROSS ROAD.  PASS THRU
 OR0858'GATE AND CONTINUE WEST ALONG THE NORTH SIDE OF FENCE 0.2 MILE
 OR0858'TO A FENCE CORNER, THENCE RIGHT OR NORTH ALONG THE EAST SIDE
 OR0858'OF FENCE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OR0858'CONTINUE NORTH ALONG THE EAST SIDE OF FENCE FOR 0.3 MILE TO A
 OR0858'WIRE GATE.  PASS THRU GATE AND FOLLOW TRACK ROAD ALONG RIDGE
 OR0858'FOR ABOUT 0.4 MILE AND IN A NORTHERLY DIRECTION, TO END OF
 OR0858'TRUCK TRAVEL.  FROM HERE PACK PACK IN A WESTERLY DIRECTION
 OR0858'FOR ABOUT 1/2 MILE TO THE SUMMIT OF THE HILL AND THE STATION
 OR0858'SITE.
 OR0858'
 OR0858'TRAVERSED DISTANCE BETWEEN HILLS 1934 AND BIJOU (MO.R.C.).
 OR0858'
 OR0858'ALL OBSERVATIONS FROM 4 FOOT STANDS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0669 ***********************************************************************
 OS0669  DESIGNATION -  HILMOE PRESHO EAST BASE
 OS0669  PID         -  OS0669
 OS0669  STATE/COUNTY-  SD/LYMAN
 OS0669  COUNTRY     -  US
 OS0669  USGS QUAD   -  PRESHO SE (2017)
 OS0669
 OS0669                         *CURRENT SURVEY CONTROL
 OS0669  ______________________________________________________________________
 OS0669* NAD 83(1996) POSITION- 43 50 37.83263(N) 100 02 39.81761(W)   ADJUSTED
 OS0669* NAVD 88 ORTHO HEIGHT -   617.1   (meters)     2025.    (feet) VERTCON3
 OS0669  ______________________________________________________________________
 OS0669  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 OS0669  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 OS0669  HORZ ORDER      -  FIRST
 OS0669
 OS0669.The horizontal coordinates were established by classical geodetic methods
 OS0669.and adjusted by the National Geodetic Survey in January 1998.
 OS0669
 OS0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0669
 OS0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0669.GEOID18 height accuracy estimate available here.
 OS0669
 OS0669.Click photographs - Photos may exist for this station.
 OS0669
 OS0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0669
 OS0669. The following values were computed from the NAD 83(1996) position.
 OS0669
 OS0669;                    North         East     Units Scale Factor Converg.
 OS0669;SPC SD S     -   167,845.912   623,233.406   MT  0.99991459   +0 11 57.6
 OS0669;SPC SD S     -   550,674.46  2,044,724.93   sFT  0.99991459   +0 11 57.6
 OS0669;UTM  14      - 4,855,059.044   416,047.159   MT  0.99968669   -0 43 24.6
 OS0669
 OS0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0669!SPC SD S     -   0.99990722  x   0.99991459  =   0.99982182
 OS0669!UTM  14      -   0.99990722  x   0.99968669  =   0.99959394
 OS0669
 OS0669:                Primary Azimuth Mark                     Grid Az
 OS0669:SPC SD S     -  WENARD PRESHO WEST BASE RESET            274 45 37.4
 OS0669:UTM  14      -  WENARD PRESHO WEST BASE RESET            275 40 59.6
 OS0669
 OS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1604755059(NAD 83)
 OS0669
 OS0669|---------------------------------------------------------------------|
 OS0669| PID    Reference Object                     Distance      Geod. Az  |
 OS0669|                                                           dddmmss.s |
 OS0669| OR0946 KENNEBEC WATER TOWER                APPROX.16.2 KM 0651614.0 |
 OS0669| OS0686 WENARD PRESHO WEST BASE RESET       APPROX.23.4 KM 2745735.0 |
 OS0669| CO3694 HILMOE PRESHO E BASE RM             432.973 METERS 3431854.8 |
 OS0669|---------------------------------------------------------------------|
 OS0669
 OS0669                          SUPERSEDED SURVEY CONTROL
 OS0669
 OS0669  NAD 83(1986)-  43 50 37.83033(N)    100 02 39.81984(W) AD(       ) 1
 OS0669  NAD 27      -  43 50 37.86900(N)    100 02 38.38300(W) AD(       ) 1
 OS0669  NGVD 29 (07/19/86)  616.7    (m)         2023.     (f) VERT ANG       
 OS0669
 OS0669.Superseded values are not recommended for survey control.
 OS0669
 OS0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0669.See file dsdata.pdf to determine how the superseded data were derived.
 OS0669
 OS0669_MARKER: DS = TRIANGULATION STATION DISK
 OS0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0669_STAMPING: HILMOE PRESHO E BASE 1924
 OS0669_MARK LOGO: CGS
 OS0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0669+STABILITY: SURFACE MOTION
 OS0669
 OS0669  HISTORY     - Date     Condition        Report By
 OS0669  HISTORY     - 1924     MONUMENTED       CGS
 OS0669  HISTORY     - 1935     GOOD             CGS
 OS0669
 OS0669                          STATION DESCRIPTION
 OS0669
 OS0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0669'STATION HILMOE IS ABOUT 1 MILE E AND 4-1/4 MILES S OF THE TOWN
 OS0669'OF PRESHO.  IT IS 1/4 MILE S OF THE CORRECTION LINE AND ABOUT
 OS0669'1/2 MILE SE OF JAMES JENSENS HOUSE, ON THE HIGHEST POINT OF A
 OS0669'RIDGE.  IT IS 70 METERS W OF THE PRESHO-WINNER HIGHWAY IN OPEN
 OS0669'PRAIRIE.  SEC. 3 OR 4, T 104 N, R 77 W.
 OS0669'
 OS0669'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0669'DISKS SET IN CONCRETE.
 OS0669'
 OS0669'THE REFERENCE MARK IS AT THE 30 DEG BEND ABOUT 2 FEET OF THE
 OS0669'W FENCE LINE OF THE ROAD.
 OS0669'
 OS0669'TO REACH GO TO PRESHO THENCE TO S SIDE OF TOWN, TURN E ON THE
 OS0669'MAIN HIGHWAY TO THE FIRST SECTION LINE N AND S.  FOLLOW THE
 OS0669'HIGHWAY S ABOUT 4 MILES WHERE ROAD MAKES A 30 DEG BEND TO THE
 OS0669'SE.  THE STATION IS ABOUT 1/4 MILE FURTHER UP THE HIGHWAY AND
 OS0669'70 METERS W.  THE REFERENCE MARK IS AT THE 30 DEG BEND ABOUT
 OS0669'2 FEET OF THE W FENCE LINE OF THE ROAD.
 OS0669'
 OS0669'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.56 METERS.
 OS0669
 OS0669                          STATION RECOVERY (1935)
 OS0669
 OS0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0669'STATION MARK IS IN SEC. 4, T 104 N, R 77 W, ON LOW RIDGE IN
 OS0669'OPEN PRAIRIE, ABOUT 1/4 MILE S OF CORRECTION LINE, ABOUT 1/4
 OS0669'MILE W OF POLE LINE AT E SIDE OF SECTION, AND ABOUT 100 YARDS
 OS0669'E OF U.S. HIGHWAY 83.
 OS0669'
 OS0669'REFERENCE MARK WAS NOT RECOVERED.  SOIL HAS DRIFTED IN ALONG
 OS0669'RIGHT-OF-WAY FENCE TO DEPTH OF SEVERAL FEET, AND PRIOR TO
 OS0669'SOIL DRIFTING CONSIDERABLE EARTH WAS BORROWED FOR THE HIGHWAY
 OS0669'GRADE.  I MEASURED 1420.5 FEET FROM STATION TO POINT AT FENCE
 OS0669'LINE ON W SIDE OF HIGHWAY.  MR. JENSEN, WHO LIVES ABOUT 1/2
 OS0669'MILE NW OF STATION, CONFIRMED THIS POINT AS THE PROPER LOCATION
 OS0669'BUT STATED HE HAD NOT SEEN THE MARK FOR SEVERAL YEARS.  DUG
 OS0669'HOLE ABOUT 3 FEET WIDE, 15 FEET LONG AND ABOUT 3-1/2 FEET
 OS0669'DEEP.  SPENT HALF A DAY IN SEARCH BUT WAS UNSUCCESSFUL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0905 ***********************************************************************
 OR0905  DESIGNATION -  HIRAM
 OR0905  PID         -  OR0905
 OR0905  STATE/COUNTY-  SD/GREGORY
 OR0905  COUNTRY     -  US
 OR0905  USGS QUAD   -  DIXON NE (2017)
 OR0905
 OR0905                         *CURRENT SURVEY CONTROL
 OR0905  ______________________________________________________________________
 OR0905* NAD 83(1996) POSITION- 43 28 13.10283(N) 099 19 55.96701(W)   ADJUSTED
 OR0905* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 OR0905  ______________________________________________________________________
 OR0905  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 OR0905  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 OR0905  HORZ ORDER      -  SECOND
 OR0905
 OR0905.The horizontal coordinates were established by classical geodetic methods
 OR0905.and adjusted by the National Geodetic Survey in January 1998.
 OR0905
 OR0905.The orthometric height was scaled from a topographic map.
 OR0905
 OR0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0905.GEOID18 height accuracy estimate available here.
 OR0905
 OR0905.Click photographs - Photos may exist for this station.
 OR0905
 OR0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0905
 OR0905. The following values were computed from the NAD 83(1996) position.
 OR0905
 OR0905;                    North         East     Units Scale Factor Converg.
 OR0905;SPC SD S     -   126,795.519   680,997.715   MT  0.99991020   +0 41 26.2
 OR0905;SPC SD S     -   415,994.97  2,234,240.00   sFT  0.99991020   +0 41 26.2
 OR0905;UTM  14      - 4,813,097.265   473,129.292   MT  0.99960888   -0 13 42.8
 OR0905
 OR0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0905!SPC SD S     -   0.99991797  x   0.99991020  =   0.99982818
 OR0905!UTM  14      -   0.99991797  x   0.99960888  =   0.99952689
 OR0905
 OR0905:                Primary Azimuth Mark                     Grid Az
 OR0905:SPC SD S     -  HIRAM AZ MK                              187 11 30.5
 OR0905:UTM  14      -  HIRAM AZ MK                              188 06 39.5
 OR0905
 OR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7312913097(NAD 83)
 OR0905
 OR0905|---------------------------------------------------------------------|
 OR0905| PID    Reference Object                     Distance      Geod. Az  |
 OR0905|                                                           dddmmss.s |
 OR0905| CO3696 HIRAM RM 1                            8.644 METERS 11638     |
 OR0905| CO3695 HIRAM AZ MK                                        1875256.7 |
 OR0905| CO3697 HIRAM RM 2                           10.339 METERS 22001     |
 OR0905|---------------------------------------------------------------------|
 OR0905
 OR0905                          SUPERSEDED SURVEY CONTROL
 OR0905
 OR0905  NAD 83(1995)-  43 28 13.10175(N)    099 19 55.96993(W) AD(       ) 2
 OR0905  NAD 83(1986)-  43 28 13.10453(N)    099 19 55.97313(W) AD(       ) 2
 OR0905  NAD 27      -  43 28 13.10200(N)    099 19 54.61600(W) AD(       ) 2
 OR0905
 OR0905.Superseded values are not recommended for survey control.
 OR0905
 OR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0905.See file dsdata.pdf to determine how the superseded data were derived.
 OR0905
 OR0905_MARKER: DS = TRIANGULATION STATION DISK
 OR0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0905_STAMPING: HIRAM 1948
 OR0905_MARK LOGO: CGS
 OR0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0905+STABILITY: SURFACE MOTION
 OR0905
 OR0905  HISTORY     - Date     Condition        Report By
 OR0905  HISTORY     - 1948     MONUMENTED       CGS
 OR0905
 OR0905                          STATION DESCRIPTION
 OR0905
 OR0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0905'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF DIXON AND 7
 OR0905'MILES SOUTHEAST OF IONA ON PROMINENT KNOB IN PASTURE LAND
 OR0905'OVERLOOKING THE MISSOURI RIVER.  STATION IS ABOUT 0.1 MILE
 OR0905'EAST OF NORTH-SOUTH FENCE AND 7.5 FEET SOUTH OF WITNESS POST.
 OR0905'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED HIRAM
 OR0905'1948.
 OR0905'
 OR0905'REFERENCE MARK NO. 1 IS 28.36 FEET EAST SOUTHEAST OF STATION.
 OR0905'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 OR0905'HIRAM NO 1 1948.
 OR0905'
 OR0905'REFERENCE MARK NO. 2 IS 33.92 FEET SOUTHWEST OF STATION.  THE
 OR0905'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED HIRAM
 OR0905'NO 2 1948.
 OR0905'
 OR0905'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTH SOUTHWEST OF
 OR0905'STATION, 2.5 FEET NORTH OF WITNESS POST, 2 FEET NORTH NORTHEAST
 OR0905'OF FENCE CORNER AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 OR0905'ABOUT 4 INCHES AND THE DISK IS STAMPED HIRAM 1948.
 OR0905'
 OR0905'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF IONA GO
 OR0905'SOUTH ON STATE HIGHWAY 47 FOR 6.6 MILES TO CROSS ROADS.  TURN
 OR0905'LEFT AND GO EAST ON DIRT ROAD FOR 2.0 MILES TO T ROAD.  TURN
 OR0905'LEFT AND GO NORTH FOR 0.5 MILE TO LITTLE USED T ROAD RIGHT.
 OR0905'TURN RIGHT AND GO EAST THROUGH FIELDS AND PASTURE LAND FOR 2.7
 OR0905'MILES TO SECOND OF TWO WIRE GATES ABOUT 0.1 MILE APART.  TURN
 OR0905'RIGHT AND FOLLOW DIM TRACKS EAST ALONG SOUTH SIDE OF FENCE
 OR0905'FOR 0.35 MILE TO WIRE GATE AT T FENCE CORNER.  PASS THROUGH
 OR0905'GATE AND CONTINUE EAST ALONG SOUTH SIDE OF FENCE FOR 0.3 MILE
 OR0905'TO FENCE CORNER AND AZIMUTH MARK AS DESCRIBED.  TURN LEFT
 OR0905'AND DRIVE ALONG EAST SIDE OF FENCE FOR 0.3 MILE.  TURN RIGHT
 OR0905'AND GO EAST 0.1 MILE TO TOP OF KNOB AND STATION AS DESCRIBED.
 OR0905'
 OR0905'A 4 FOOT SIGNAL AT STATION HILLS 1934 IS VISIBLE FROM THE
 OR0905'GROUND.
 OR0905'
 OR0905'A 4 FOOT SIGNAL AT STATION IONA 1934 IS VISIBLE FROM THE
 OR0905'GROUND.
 OR0905'
 OR0905'A 4 FOOT SIGNAL AT STATION MIX IS VISIBLE FROM THE GROUND.
 OR0905'
 OR0905'A 4 FOOT SIGNAL AT STATION DRY IS VISIBLE FROM THE GROUND.
 OR0905'
 OR0905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0599 ***********************************************************************
 PS0599  DESIGNATION -  HITCHCOCK MUNICIPAL TANK
 PS0599  PID         -  PS0599
 PS0599  STATE/COUNTY-  SD/BEADLE
 PS0599  COUNTRY     -  US
 PS0599  USGS QUAD   -  HITCHCOCK (2017)
 PS0599
 PS0599                         *CURRENT SURVEY CONTROL
 PS0599  ______________________________________________________________________
 PS0599* NAD 83(1996) POSITION- 44 37 44.46178(N) 098 24 49.01780(W)   ADJUSTED
 PS0599  ______________________________________________________________________
 PS0599  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 PS0599  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 PS0599  HORZ ORDER      -  THIRD
 PS0599
 PS0599.The horizontal coordinates were established by classical geodetic methods
 PS0599.and adjusted by the National Geodetic Survey in January 1998.
 PS0599
 PS0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0599.GEOID18 height accuracy estimate available here.
 PS0599
 PS0599.Click photographs - Photos may exist for this station.
 PS0599
 PS0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0599
 PS0599. The following values were computed from the NAD 83(1996) position.
 PS0599
 PS0599;                    North         East     Units Scale Factor Converg.
 PS0599;SPC SD N     -    89,651.425   725,873.550   MT  0.99996610   +1 07 21.9
 PS0599;SPC SD N     -   294,131.38  2,381,470.14   sFT  0.99996610   +1 07 21.9
 PS0599;UTM  14      - 4,941,907.466   546,513.297   MT  0.99962660   +0 24 43.0
 PS0599
 PS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4651341907(NAD 83)
 PS0599
 PS0599                          SUPERSEDED SURVEY CONTROL
 PS0599
 PS0599  NAD 83(1986)-  44 37 44.45673(N)    098 24 49.01556(W) AD(       ) 3
 PS0599  NAD 27      -  44 37 44.54000(N)    098 24 47.67900(W) AD(       ) 3
 PS0599
 PS0599.Superseded values are not recommended for survey control.
 PS0599
 PS0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0599.See file dsdata.pdf to determine how the superseded data were derived.
 PS0599
 PS0599_MARKER: 53 = ELEVATED TANK
 PS0599
 PS0599  HISTORY     - Date     Condition        Report By
 PS0599  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0599  HISTORY     - 1935     GOOD             CGS
 PS0599
 PS0599                          STATION DESCRIPTION
 PS0599
 PS0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0599'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER TANK
 PS0599'IN THE W PART OF TOWN.  THIS TANK WAS BUILT IN 1926 AND IS 125
 PS0599'FEET HIGH.
 PS0599'
 PS0599'STATION WAS OBSERVED UPON FROM BALD, HULBERT, WESS, AND HART.
 PS0599
 PS0599                          STATION RECOVERY (1935)
 PS0599
 PS0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0599'THIS STATION IS THE CENTER OF THE HITCHCOCK MUNICIPAL WATER TANK.
 PS0599'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP WITH
 PS0599'A BALL AT THE TIP AND A LIGHT ABOVE THE BALL.  IT IS SUPPORTED BY
 PS0599'FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.  THE ENTIRE
 PS0599'STRUCTURE IS PAINTED BLACK.  THE TANK IS ABOUT 120 FEET HIGH
 PS0599'AND IS VERY PROMINENT.  IT WAS ERECTED IN 1921.
 PS0599'
 PS0599'THE TANK IS IN THE WESTERN PART OF HITCHCOCK, ABOUT 200 FEET W OF
 PS0599'THE MOST WESTERLY STREET IN TOWN, ABOUT 100 FEET N OF THE
 PS0599'EXTENSION OF THE MAIN STREET OF TOWN WHICH ENDS AT THE ABOVE
 PS0599'STREET ABOUT 1/4 MILE W OF RAILROAD TRACK, AND ABOUT 1/4 MILE
 PS0599'S OF THE BEADLE-SPINK COUNTY LINE.
 PS0599'
 PS0599'THE STATION WAS OBSERVED FROM ANTELOPE, LINCOLN, HARMONY, AND
 PS0599'LOVOLD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0373 ***********************************************************************
 PT0373  DESIGNATION -  HIWAY
 PT0373  PID         -  PT0373
 PT0373  STATE/COUNTY-  SD/SULLY
 PT0373  COUNTRY     -  US
 PT0373  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT0373
 PT0373                         *CURRENT SURVEY CONTROL
 PT0373  ______________________________________________________________________
 PT0373* NAD 83(1996) POSITION- 44 43 35.34281(N) 100 35 18.49137(W)   ADJUSTED
 PT0373* NAVD 88 ORTHO HEIGHT -   571.632 (meters)     1875.43  (feet) ADJUSTED
 PT0373  ______________________________________________________________________
 PT0373  GEOID HEIGHT    -        -22.434 (meters)                     GEOID18
 PT0373  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 PT0373  DYNAMIC HEIGHT  -        571.537 (meters)     1875.12  (feet) COMP
 PT0373  MODELED GRAVITY -    980,431.4   (mgal)                       NAVD 88
 PT0373
 PT0373  HORZ ORDER      -  THIRD
 PT0373  VERT ORDER      -  SECOND    CLASS 0
 PT0373
 PT0373.The horizontal coordinates were established by classical geodetic methods
 PT0373.and adjusted by the National Geodetic Survey in January 1998.
 PT0373
 PT0373.The orthometric height was determined by differential leveling and
 PT0373.adjusted by the NATIONAL GEODETIC SURVEY
 PT0373.in June 1991.
 PT0373
 PT0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0373.GEOID18 height accuracy estimate available here.
 PT0373
 PT0373.Click photographs - Photos may exist for this station.
 PT0373
 PT0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0373
 PT0373.The dynamic height is computed by dividing the NAVD 88
 PT0373.geopotential number by the normal gravity value computed on the
 PT0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0373.degrees latitude (g = 980.6199 gals.).
 PT0373
 PT0373.The modeled gravity was interpolated from observed gravity values.
 PT0373
 PT0373. The following values were computed from the NAD 83(1996) position.
 PT0373
 PT0373;                    North         East     Units Scale Factor Converg.
 PT0373;SPC SD N     -    99,418.164   553,383.301   MT  0.99995508   -0 24 59.3
 PT0373;SPC SD N     -   326,174.43  1,815,558.38   sFT  0.99995508   -0 24 59.3
 PT0373;SPC SD S     -   265,912.249   579,785.940   MT  1.00009442   -0 10 33.6
 PT0373;SPC SD S     -   872,413.77  1,902,181.04   sFT  1.00009442   -0 10 33.6
 PT0373;UTM  14      - 4,953,794.227   374,209.892   MT  0.99979458   -1 07 04.8
 PT0373
 PT0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0373!SPC SD N     -   0.99991390  x   0.99995508  =   0.99986898
 PT0373!SPC SD S     -   0.99991390  x   1.00009442  =   1.00000831
 PT0373!UTM  14      -   0.99991390  x   0.99979458  =   0.99970850
 PT0373
 PT0373:                Primary Azimuth Mark                     Grid Az
 PT0373:SPC SD N     -  V 310                                    162 53 44.1
 PT0373:SPC SD S     -  V 310                                    162 39 18.4
 PT0373:UTM  14      -  V 310                                    163 35 49.6
 PT0373
 PT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7420953794(NAD 83)
 PT0373
 PT0373|---------------------------------------------------------------------|
 PT0373| PID    Reference Object                     Distance      Geod. Az  |
 PT0373|                                                           dddmmss.s |
 PT0373| CO5185 HIWAY RM 1                            9.634 METERS 02408     |
 PT0373| PT0372 V 310                                              1622844.8 |
 PT0373| CO5186 HIWAY RM 2                            8.385 METERS 28739     |
 PT0373|---------------------------------------------------------------------|
 PT0373
 PT0373                          SUPERSEDED SURVEY CONTROL
 PT0373
 PT0373  NAD 83(1986)-  44 43 35.33659(N)    100 35 18.49364(W) AD(       ) 3
 PT0373  NAD 27      -  44 43 35.40000(N)    100 35 16.98700(W) AD(       ) 3
 PT0373  NGVD 29 (??/??/92)  571.248  (m)         1874.17   (f) ADJ UNCH    2 0
 PT0373  NGVD 29             571.25   (m)         1874.2    (f) LEVELING    3  
 PT0373
 PT0373.Superseded values are not recommended for survey control.
 PT0373
 PT0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0373.See file dsdata.pdf to determine how the superseded data were derived.
 PT0373
 PT0373_MARKER: DB = BENCH MARK DISK
 PT0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0373_STAMPING: HIWAY 1945
 PT0373_MARK LOGO: USGS
 PT0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0373+STABILITY: SURFACE MOTION
 PT0373
 PT0373  HISTORY     - Date     Condition        Report By
 PT0373  HISTORY     - 1945     MONUMENTED       USGS
 PT0373  HISTORY     - 1946     GOOD             CGS
 PT0373  HISTORY     - 1984     GOOD             NGS
 PT0373  HISTORY     - 19840315 GOOD             NGS
 PT0373
 PT0373                          STATION DESCRIPTION
 PT0373
 PT0373'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (FXP)
 PT0373'STATION IS ABOUT 35 MILES NORTHWEST OF PIERRE, NEAR THE
 PT0373'SOUTHEAST CORNER OF THE FORT SULLY GAME REFUGE.  IT IS NEAR
 PT0373'THE CENTER OF THE EAST SIDE OF SEC. 33, T. 115 N., R. 81 W., 31
 PT0373'FEET WEST OF A DIRT ROAD AND 8.4 FEET SOUTH OF A WITNESS POST.
 PT0373'THE MARK IS A STANDARD U.S.G.S. MARK SET IN A SQUARE CONCRETE
 PT0373'POST THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED HIWAY
 PT0373'1945.
 PT0373'
 PT0373'REFERENCE MARK NO. 1 IS 31.61 FEET NORTH OF THE STATION.
 PT0373'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HIWAY NO
 PT0373'1 1945.
 PT0373'
 PT0373'REFERENCE MARK NO. 2 IS 27.51 FEET WEST OF THE STATION.  THE
 PT0373'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HIWAY NO 2 1945.
 PT0373'
 PT0373'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION, 15
 PT0373'FEET NORTH OF CATTLE GUARD, 20.7 FEET NORTHWEST OF DIRT ROAD
 PT0373'AND 2 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 PT0373'U.S.C. AND G.S. B.M. SET IN THE TOP OF A SQUARE CONCRETE POST
 PT0373'THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED V-310 1946.
 PT0373'
 PT0373'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO EAST AND
 PT0373'NORTH ON U.S. HIGHWAY 83 AND 14 FOR 1.3 MILES TO A GRAVEL
 PT0373'T-ROAD LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 8.4
 PT0373'MILES TO CROSSROADS AND AN OLD ABANDONED STORE ON THE LEFT,
 PT0373'CONTINUE NORTH FOR 2.95 MILES, TURN LEFT AND GO WEST FOR
 PT0373'0.7 MILE, TURN RIGHT AND GO NORTH FOR 6.0 MILES, TURN LEFT
 PT0373'AND GO WEST FOR 1.55 MILES, TURN RIGHT AND GO NORTH FOR
 PT0373'0.85 MILE TO THE OLD STORE AT OKOBOJO, CONTINUE NORTH FOR
 PT0373'0.15 MILE, TURN LEFT AND FOLLOW MAIN ROAD WEST AND NORTH
 PT0373'FOR 2.6 MILES, TURN LEFT AND GO WEST FOR 6.0 MILES, TURN
 PT0373'RIGHT AND GO NORTH ON MAIN ROAD FOR 1.8 MILES TO A SCHOOL
 PT0373'HOUSE ON THE RIGHT, CONTINUE NORTH FOR 1.25 MILES, TURN
 PT0373'LEFT AND GO WEST FOR 1.0 MILE, TURN RIGHT AND GO NORTH
 PT0373'FOR 1.0 MILE, TURN LEFT AND GO WEST FOR 0.85 MILE TO
 PT0373'CATTLE GUARD AT ENTRANCE TO THE FORT SULLY GAME REFUGE AND THE
 PT0373'AZIMUTH MARK ON THE RIGHT, CONTINUE ON MAIN ROAD FOR 0.5
 PT0373'MILE TO STATION ON THE LEFT.
 PT0373'
 PT0373'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0373
 PT0373                          STATION RECOVERY (1946)
 PT0373
 PT0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PT0373'37.7 MI NW FROM PIERRE.
 PT0373'ALONG A GRADED ROAD LEADING TO THE DEPARTMENT OF AGRICULTURE
 PT0373'SOIL CONSERVATION OFFICE AND CAMP, 37.7 MILES NORTHWEST OF THE
 PT0373'POST OFFICE IN PIERRE, 8.8 MILES NORTHWEST OF GRANDVIEW SCHOOL,
 PT0373'0.5 MILE NORTH OF THE ENTRANCE TO GOVERNMENT PROPERTY, 33 FEET
 PT0373'WEST OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF WITNESS POST.
 PT0373'A STANDARD DISK, STAMPED HIWAY 1945 AND SET IN THE TOP OF A
 PT0373'CONCRETE POST.
 PT0373
 PT0373                          STATION RECOVERY (1984)
 PT0373
 PT0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0373'ABOUT 21.3 KM (13.25 MI) NORTH ALONG HIGHWAY 1804 FROM THE EAST END
 PT0373'OF THE OAHE DAM TO OKOBOJO CREEK, THENCE NORTH ALONG THE HIGHWAY FOR
 PT0373'9.2 KM (5.7 MI) TO A CROSSROAD, THENCE LEFT ALONG GRAVELED ROADS FOR
 PT0373'10.5 KM (6.5 MI) WEST, 1.6 KM (1.0 MI) NORTH, 1.4 KM (0.85 MI) WEST,
 PT0373'AND 0.8 KM (0.5 MI) NORTH, 12.2 M (40 FT) WEST OF CENTER OF ROAD AND
 PT0373'12.2 M (40 FT) EAST OF THE EDGE OF BLUFF.
 PT0373
 PT0373                          STATION RECOVERY (1984)
 PT0373
 PT0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PT0373'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND BENCH MARK V 310 WERE
 PT0373'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN HIT AND THE
 PT0373'CONCRETE IS CHIPPED, BUT IS STILL VERY STABLE.  THE DIRECTIONS TO
 PT0373'REFERENCE MARKS 1 AND 2 VARIED FROM THE 1948 DATA BY 3 MINUTES, 36
 PT0373'SECONDS AND 5 MINUTES, 17 SECONDS, RESPECTIVELY.  THE DISTANCE TO
 PT0373'REFERENCE MARK 2 WAS NOTED TO BE 0.025 M (0.082 FT) SHORTER THAN THE
 PT0373'1948 DATA.  THE ROUTE TO THE STATION HAS CHANGED AND NEW DESCRIPTIVE
 PT0373'TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 56.4 KM (35.05 MI)
 PT0373'NORTHWEST OF PIERRE, NEAR THE SOUTHEAST CORNER OF THE LITTLE BEND
 PT0373'RECREATION AREA, ALONG THE EDGE OF A BLUFF, OVERLOOKING LAKE OAHE TO
 PT0373'THE WEST.  TO REACH THE STATION FROM THE EAST END OF THE OAHE DAM, GO
 PT0373'NORTH, NORTHWEST AND WEST ON HIGHWAY 1804 FOR 7.8 KM (4.85 MI) TO
 PT0373'WHERE THE HIGHWAY TURNS NORTH.  CONTINUE NORTH ON HIGHWAY 1804 FOR
 PT0373'13.5 KM (8.40 MI) TO OKOBOJO CREEK.  CONTINUE NORTH ON HIGHWAY 1804
 PT0373'FOR 9.2 KM (5.70 MI) TO A STOP SIGN AND CROSSROAD.  TURN LEFT AND
 PT0373'FOLLOW GRAVELED ROAD WEST 8.9 KM (5.55 MI) TO A GRAVELED SIDE ROAD
 PT0373'LEFT.  CONTINUE WEST ON GRAVELED ROAD FOR 1.6 KM (1.00 MI) TO A
 PT0373'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVELED ROAD NORTH
 PT0373'FOR 1.6 KM (1.00 MI) TO A T-ROAD, TURN LEFT AND FOLLOW GRAVELED ROAD
 PT0373'WEST FOR 1.4 KM (0.85 MI) TO BENCH MARK V 310 ON THE RIGHT AND
 PT0373'ENTRANCE TO LITTLE BEND RECREATION AREA.  CONTINUE NORTHWEST AND NORTH
 PT0373'ON THE GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.
 PT0373'THE STATION IS A STANDARD USGS DISK STAMPED HIWAY 1945 SET INTO THE
 PT0373'TOP OF A SQUARE CONCRETE MONUMENT 6 INCHES 15 CM IN DIAMETER
 PT0373'PROJECTING 4 INCHES 10 CM ABOVE THE GROUND.  LOCATED 12.2 METERS (40.0
 PT0373'FT) W FROM THE CENTER OF A GRAVELED ROAD.  12.2 METERS (40.0 FT) E
 PT0373'FROM THE EDGE OF THE BLUFF.  0.55 METER (1.80 FT) S FROM A WITNESS
 PT0373'POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED HIWAY 1945
 PT0373'NO 1 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 IN. (30 CM) IN
 PT0373'DIAMETER PROJECTING 8 INCHES (20 CM) ABOVE THE GROUND. LOCATED 13.7
 PT0373'METERS (44.9 FT) E FROM THE EDGE OF THE BLUFF.  9.7 METERS (31.8 FT) W
 PT0373'FROM THE CENTER OF THE ROAD.  9.1 METERS (29.9 FT) N FROM A WITNESS
 PT0373'POST.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED HIWAY 1945
 PT0373'NO 2 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 IN (30 CM) IN
 PT0373'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 20.6
 PT0373'METERS (67.6 FT) W FROM THE CENTER OF THE ROAD.  8.35 METERS (27.39
 PT0373'FT) W FROM A WITNESS POST.  3.7 METERS (12.1 FT) E FROM THE EDGE OF
 PT0373'THE BLUFF, AND 1 FEET (0.3 M) 0.3 METERS (1.0 FT) LOWER THAN THE
 PT0373'STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED V 310 1946
 PT0373'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20 CM) IN
 PT0373'DIAMETER FLUSH WITH THE GROUND. THE MARK IS A STANDARD CGS BENCH MARK.
 PT0373'LOCATED 8.8 METERS (28.9 FT) N FROM THE CENTER OF THE ROAD.  2.45
 PT0373'METERS (8.04 FT) ESE FROM A PIPE FENCE CORNER POST.  0.8 METER (2.6
 PT0373'FT) S FROM A FENCE.  0.55 METER (1.80 FT) W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0013 ***********************************************************************
 PU0013  DESIGNATION -  HLAVKA
 PU0013  PID         -  PU0013
 PU0013  STATE/COUNTY-  SD/MEADE
 PU0013  COUNTRY     -  US
 PU0013  USGS QUAD   -  OPAL EAST (2017)
 PU0013
 PU0013                         *CURRENT SURVEY CONTROL
 PU0013  ______________________________________________________________________
 PU0013* NAD 83(1986) POSITION- 44 57 17.     (N) 102 27 29.     (W)   SCALED
 PU0013* NAVD 88 ORTHO HEIGHT -   844.176 (meters)     2769.60  (feet) ADJUSTED
 PU0013  ______________________________________________________________________
 PU0013  GEOID HEIGHT    -        -18.406 (meters)                     GEOID18
 PU0013  DYNAMIC HEIGHT  -        843.994 (meters)     2769.00  (feet) COMP
 PU0013  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0013
 PU0013  VERT ORDER      -  SECOND    CLASS 0
 PU0013
 PU0013.The horizontal coordinates were scaled from a map and have
 PU0013.an estimated accuracy of +/- 6 seconds.
 PU0013
 PU0013.The orthometric height was determined by differential leveling and
 PU0013.adjusted by the NATIONAL GEODETIC SURVEY
 PU0013.in June 1991.
 PU0013
 PU0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0013.GEOID18 height accuracy estimate available here.
 PU0013
 PU0013.Click photographs - Photos may exist for this station.
 PU0013
 PU0013.The dynamic height is computed by dividing the NAVD 88
 PU0013.geopotential number by the normal gravity value computed on the
 PU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0013.degrees latitude (g = 980.6199 gals.).
 PU0013
 PU0013.The modeled gravity was interpolated from observed gravity values.
 PU0013
 PU0013;                    North         East    Units  Estimated Accuracy
 PU0013;SPC SD N     -   127,560.      406,080.      MT  (+/- 180 meters Scaled)
 PU0013
 PU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK005810(NAD 83)
 PU0013
 PU0013                          SUPERSEDED SURVEY CONTROL
 PU0013
 PU0013  NGVD 29 (??/??/92)  843.714  (m)         2768.09   (f) ADJ UNCH    2 0
 PU0013
 PU0013.Superseded values are not recommended for survey control.
 PU0013
 PU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0013.See file dsdata.pdf to determine how the superseded data were derived.
 PU0013
 PU0013_MARKER: DS = TRIANGULATION STATION DISK
 PU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0013_STAMPING: HLAVAKA 1962
 PU0013_MARK LOGO: CGS
 PU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0013+STABILITY: SURFACE MOTION
 PU0013
 PU0013  HISTORY     - Date     Condition        Report By
 PU0013  HISTORY     - 1962     MONUMENTED       CGS
 PU0013  HISTORY     - 1963     GOOD             CGS
 PU0013
 PU0013                          STATION DESCRIPTION
 PU0013
 PU0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0013'6.4 MI NNE FROM OPAL.
 PU0013'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0013'POST OFFICE AT OPAL, THENCE 4.0 MILES NORTH ALONG A GRAVELED
 PU0013'ROAD, THENCE ABOUT 0.25 MILE WEST ACROSS COUNTRY, THENCE 0.4
 PU0013'MILE NORTHWEST ALONG THE CREST OF A RIDGE, ON THE WEST SLOPE
 PU0013'OF A LOW KNOLL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0013'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0014 ***********************************************************************
 PU0014  DESIGNATION -  HLAVKA RM 1
 PU0014  PID         -  PU0014
 PU0014  STATE/COUNTY-  SD/MEADE
 PU0014  COUNTRY     -  US
 PU0014  USGS QUAD   -  OPAL EAST (2017)
 PU0014
 PU0014                         *CURRENT SURVEY CONTROL
 PU0014  ______________________________________________________________________
 PU0014* NAD 83(1986) POSITION- 44 57 18.     (N) 102 27 29.     (W)   SCALED
 PU0014* NAVD 88 ORTHO HEIGHT -   843.807 (meters)     2768.39  (feet) ADJUSTED
 PU0014  ______________________________________________________________________
 PU0014  GEOID HEIGHT    -        -18.405 (meters)                     GEOID18
 PU0014  DYNAMIC HEIGHT  -        843.625 (meters)     2767.79  (feet) COMP
 PU0014  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0014
 PU0014  VERT ORDER      -  SECOND    CLASS 0
 PU0014
 PU0014.The horizontal coordinates were scaled from a map and have
 PU0014.an estimated accuracy of +/- 6 seconds.
 PU0014
 PU0014.The orthometric height was determined by differential leveling and
 PU0014.adjusted by the NATIONAL GEODETIC SURVEY
 PU0014.in June 1991.
 PU0014
 PU0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0014.GEOID18 height accuracy estimate available here.
 PU0014
 PU0014.Click photographs - Photos may exist for this station.
 PU0014
 PU0014.The dynamic height is computed by dividing the NAVD 88
 PU0014.geopotential number by the normal gravity value computed on the
 PU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0014.degrees latitude (g = 980.6199 gals.).
 PU0014
 PU0014.The modeled gravity was interpolated from observed gravity values.
 PU0014
 PU0014;                    North         East    Units  Estimated Accuracy
 PU0014;SPC SD N     -   127,590.      406,080.      MT  (+/- 180 meters Scaled)
 PU0014
 PU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK005810(NAD 83)
 PU0014
 PU0014                          SUPERSEDED SURVEY CONTROL
 PU0014
 PU0014  NGVD 29 (??/??/92)  843.345  (m)         2766.87   (f) ADJ UNCH    2 0
 PU0014
 PU0014.Superseded values are not recommended for survey control.
 PU0014
 PU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0014.See file dsdata.pdf to determine how the superseded data were derived.
 PU0014
 PU0014_MARKER: DR = REFERENCE MARK DISK
 PU0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0014_STAMPING: HLAVKA NO 1 1962
 PU0014_MARK LOGO: CGS
 PU0014_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0014+STABILITY: SURFACE MOTION
 PU0014
 PU0014  HISTORY     - Date     Condition        Report By
 PU0014  HISTORY     - 1962     MONUMENTED       CGS
 PU0014  HISTORY     - 1963     GOOD             CGS
 PU0014
 PU0014                          STATION DESCRIPTION
 PU0014
 PU0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0014'6.4 MI NNE FROM OPAL.
 PU0014'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0014'POST OFFICE AT OPAL, THENCE 4.0 MILES NORTH ALONG A GRAVELED
 PU0014'ROAD, THENCE ABOUT 0.25 MILE WEST ACROSS COUNTRY, THENCE 0.4
 PU0014'MILE NORTHWEST ALONG THE CREST OF A RIDGE, ON THE WEST SLOPE
 PU0014'OF A LOW KNOLL, 41.8 FEET NORTH OF HLAVKA 1962, AND SET IN
 PU0014'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0015 ***********************************************************************
 PU0015  DESIGNATION -  HLAVKA RM 2
 PU0015  PID         -  PU0015
 PU0015  STATE/COUNTY-  SD/MEADE
 PU0015  COUNTRY     -  US
 PU0015  USGS QUAD   -  OPAL EAST (2017)
 PU0015
 PU0015                         *CURRENT SURVEY CONTROL
 PU0015  ______________________________________________________________________
 PU0015* NAD 83(1986) POSITION- 44 57 17.     (N) 102 27 30.     (W)   SCALED
 PU0015* NAVD 88 ORTHO HEIGHT -   843.658 (meters)     2767.90  (feet) ADJUSTED
 PU0015  ______________________________________________________________________
 PU0015  GEOID HEIGHT    -        -18.405 (meters)                     GEOID18
 PU0015  DYNAMIC HEIGHT  -        843.477 (meters)     2767.31  (feet) COMP
 PU0015  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0015
 PU0015  VERT ORDER      -  SECOND    CLASS 0
 PU0015
 PU0015.The horizontal coordinates were scaled from a map and have
 PU0015.an estimated accuracy of +/- 6 seconds.
 PU0015
 PU0015.The orthometric height was determined by differential leveling and
 PU0015.adjusted by the NATIONAL GEODETIC SURVEY
 PU0015.in June 1991.
 PU0015
 PU0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0015.GEOID18 height accuracy estimate available here.
 PU0015
 PU0015.Click photographs - Photos may exist for this station.
 PU0015
 PU0015.The dynamic height is computed by dividing the NAVD 88
 PU0015.geopotential number by the normal gravity value computed on the
 PU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0015.degrees latitude (g = 980.6199 gals.).
 PU0015
 PU0015.The modeled gravity was interpolated from observed gravity values.
 PU0015
 PU0015;                    North         East    Units  Estimated Accuracy
 PU0015;SPC SD N     -   127,560.      406,060.      MT  (+/- 180 meters Scaled)
 PU0015
 PU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK004810(NAD 83)
 PU0015
 PU0015                          SUPERSEDED SURVEY CONTROL
 PU0015
 PU0015  NGVD 29 (??/??/92)  843.197  (m)         2766.39   (f) ADJ UNCH    2 0
 PU0015
 PU0015.Superseded values are not recommended for survey control.
 PU0015
 PU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0015.See file dsdata.pdf to determine how the superseded data were derived.
 PU0015
 PU0015_MARKER: DR = REFERENCE MARK DISK
 PU0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0015_STAMPING: HLAVKA NO 2 1962
 PU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0015+STABILITY: SURFACE MOTION
 PU0015
 PU0015  HISTORY     - Date     Condition        Report By
 PU0015  HISTORY     - 1962     MONUMENTED       CGS
 PU0015  HISTORY     - 1963     GOOD             CGS
 PU0015
 PU0015                          STATION DESCRIPTION
 PU0015
 PU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0015'6.4 MI NNE FROM OPAL.
 PU0015'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0015'POST OFFICE AT OPAL, THENCE 4.0 MILES NORTH ALONG A GRAVELED
 PU0015'ROAD, THENCE ABOUT 0.25 MILE WEST ACROSS COUNTRY, THENCE 0.4
 PU0015'MILE NORTHWEST ALONG THE CREST OF A RIDGE, ON THE WEST SLOPE
 PU0015'OF A LOW KNOLL, 46.3 FEET WEST OF HLAVKA 1962, AND SET IN THE
 PU0015'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2156 ***********************************************************************
 PU2156  DESIGNATION -  HLOVKA
 PU2156  PID         -  PU2156
 PU2156  STATE/COUNTY-  SD/MEADE
 PU2156  COUNTRY     -  US
 PU2156  USGS QUAD   -  THOMPSON LAKE (2017)
 PU2156
 PU2156                         *CURRENT SURVEY CONTROL
 PU2156  ______________________________________________________________________
 PU2156* NAD 83(1996) POSITION- 44 39 46.50740(N) 102 08 19.88510(W)   ADJUSTED
 PU2156* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 PU2156  ______________________________________________________________________
 PU2156  GEOID HEIGHT    -        -19.538 (meters)                     GEOID18
 PU2156  LAPLACE CORR    -         -7.13  (seconds)                    DEFLEC18
 PU2156  HORZ ORDER      -  FIRST
 PU2156
 PU2156.The horizontal coordinates were established by classical geodetic methods
 PU2156.and adjusted by the National Geodetic Survey in January 1998.
 PU2156
 PU2156.The orthometric height was scaled from a topographic map.
 PU2156
 PU2156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2156.GEOID18 height accuracy estimate available here.
 PU2156
 PU2156.Click photographs - Photos may exist for this station.
 PU2156
 PU2156.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2156
 PU2156. The following values were computed from the NAD 83(1996) position.
 PU2156
 PU2156;                    North         East     Units Scale Factor Converg.
 PU2156;SPC SD N     -    94,425.838   430,398.209   MT  0.99996194   -1 30 49.5
 PU2156;SPC SD N     -   309,795.44  1,412,064.79   sFT  0.99996194   -1 30 49.5
 PU2156;UTM  13      - 4,949,488.668   726,821.348   MT  1.00023271   +2 00 43.4
 PU2156
 PU2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2156!SPC SD N     -   0.99987883  x   0.99996194  =   0.99984077
 PU2156!UTM  13      -   0.99987883  x   1.00023271  =   1.00011151
 PU2156
 PU2156:                Primary Azimuth Mark                     Grid Az
 PU2156:SPC SD N     -  MC 0089                                  140 58 31.3
 PU2156:UTM  13      -  MC 0089                                  137 26 58.4
 PU2156
 PU2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2682149488(NAD 83)
 PU2156
 PU2156|---------------------------------------------------------------------|
 PU2156| PID    Reference Object                     Distance      Geod. Az  |
 PU2156|                                                           dddmmss.s |
 PU2156| CQ3988 HLOVKA RM 1                          11.235 METERS 09119     |
 PU2156| PU1190 MC 0089                                            1392741.8 |
 PU2156| PU2151 PLAINVIEW CHURCH SPIRE              APPROX. 5.4 KM 1570702.0 |
 PU2156| CQ3989 HLOVKA RM 2                          11.708 METERS 18028     |
 PU2156|---------------------------------------------------------------------|
 PU2156
 PU2156                          SUPERSEDED SURVEY CONTROL
 PU2156
 PU2156  NAD 83(1986)-  44 39 46.49928(N)    102 08 19.88540(W) AD(       ) 1
 PU2156  NAD 27      -  44 39 46.54390(N)    102 08 18.30100(W) AD(       ) 1
 PU2156
 PU2156.Superseded values are not recommended for survey control.
 PU2156
 PU2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2156.See file dsdata.pdf to determine how the superseded data were derived.
 PU2156
 PU2156_MARKER: DS = TRIANGULATION STATION DISK
 PU2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2156_STAMPING: HLOVKA 1950
 PU2156_MARK LOGO: CGS
 PU2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2156+STABILITY: SURFACE MOTION
 PU2156
 PU2156  HISTORY     - Date     Condition        Report By
 PU2156  HISTORY     - 1950     MONUMENTED       CGS
 PU2156  HISTORY     - 1962     GOOD             CGS
 PU2156
 PU2156                          STATION DESCRIPTION
 PU2156
 PU2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2156'THE STATION IS LOCATED 5 MILES NORTHWEST OF HOWES, ON THE HIGHEST
 PU2156'PONT OF A PROMINENT KNOLL AT THE EAST EDGE OF AN EAST-WEST
 PU2156'RIDGE, ABOUT 200 YARDS NORTH OF A WIRE FENCE, AND 14 FEET EAST
 PU2156'OF A WITNESS POST.  IT IS ON PROPERTY OWNED BY MR. ED HLOVKA.
 PU2156'
 PU2156'TO REACH THE STATION FROM THE HOWES POST OFFICE, GO WEST ON
 PU2156'STATE HIGHWAY NO. 24 FOR 2.6 MILES, THEN RIGHT, NORTHERLY,
 PU2156'ON A DIRT ROAD FOR 3.25 MILES TO A RANCH HOUSE ON THE RIGHT.
 PU2156'THEN WEST FOR 0.6 MILE TO MR. HLOVKAS RANCH HOUSE ON THE RIGHT.
 PU2156'CONTINUE WEST ON A TRACK ROAD FOR 0.55 MILE TO A WIRE GATE.
 PU2156'THEN THROUGH GATE, CONTINUE WESTERLY FOR 0.45 MILE TO THE
 PU2156'HIGHEST POINT AND THE STATION AS DESCRIBED.  TO REACH MC 89
 PU2156'(USGS) (AZ. MK.) FROM THE RANCH HOUSE OF MR. HLOVKA, GO SOUTH
 PU2156'ON A TRACK ROAD FOR 1.0 MILE TO THE MARK ON THE RIGHT AS
 PU2156'DESCRIBED.
 PU2156'
 PU2156'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2156'HLOVKA 1950.
 PU2156'
 PU2156'REFERENCE MARK NO. 1 IS ON THE EASTERLY SLOPE OF THE KNOLL.
 PU2156'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HLOVKA NO 1 1950.
 PU2156'
 PU2156'REFERENCE MARK NO. 2 IS ON THE SOUTHERLY SLOPE OF THE KNOLL.
 PU2156'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HLOVKA NO 2 1950.
 PU2156'
 PU2156'MC 89 (USGS) (AZ. MK.) IS 55 PACES NORTH-NORTHWEST OF A FENCE
 PU2156'CORNER AND A CATTLE GUARD, 43 FEET WEST OF THE CENTER OF A
 PU2156'TRACK ROAD, 13 FEET WEST OF A WIRE FENCE, AND 13 FEET WEST
 PU2156'OF A WITNESS POST.  IT IS A STANDARD U.S. GELOGICAL SURVEY
 PU2156'BENCH MARK DISK STAMPED SO DAK MC 89 1922 FASTENED TO THE
 PU2156'TOP OF A 3-INCH CAST IRON PIPE THAT PROJECTS 6 INCHES.
 PU2156'
 PU2156'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 PU2156'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2156
 PU2156                          STATION RECOVERY (1962)
 PU2156
 PU2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2156'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 PU2156'RECOVERED IN GOOD CONDITION.  THE 1950 ROUTE IS NO LONGER
 PU2156'ADEQUATE AND WHAT WAS STATE HIGHWAY 24 IN 1950 IS NOW STATE
 PU2156'HIGHWAY 34.
 PU2156'
 PU2156'THE STATION IS 5 MILES NORTHWEST OF HOWES, 4-1/2 MILES NORTH OF
 PU2156'PLAINVIEW, ON THE HIGHEST POINT AND THE EAST END OF AN EAST-WEST
 PU2156'RIDGE, IN THE SW 1/4 OF SEC. 12, T 8 N, R 16 E., ON PROPERTY
 PU2156'OWNED BY MR. TED MAHAFFEY.  IT IS ABOUT 200 YARDS NORTH
 PU2156'OF AN EAST-WEST SECTION FENCE AND 14 FEET EAST OF A 4-INCH
 PU2156'SQUARE WOODEN WITNESS POST WHICH PROJECTS 24 INCHES ABOVE
 PU2156'THE GRUND SURFACE.
 PU2156'
 PU2156'TO REACH THE STATION FROM THE POST OFFICE AT PLAINVIEW,
 PU2156'DRIVE EAST AND NORTHEAST ON STATE HIGHWAY 34 FOR 2.45 MILES
 PU2156'TO A CROSSROAD.  TURN LEFT AND DRIVE NORTH ON A NARROW
 PU2156'GRAVELED ROAD FOR 0.8 MILE TO A SCHOOL HOUSE ON THE RIGHT.
 PU2156'CONTINUE THE GRAVELED ROAD NORTH FOR 1.3 MILES TO THE AZIMUTH
 PU2156'MARK IN THE PASTURE ON THE LEFT.  CONTINUE NORTH ON THE
 PU2156'GRAVELED ROAD FOR 0.3 MILE TO A Y-FORK.  KEEP THE LEFT FORK,
 PU2156'A BLADED ROAD, AND DRIVE NORTH FOR 0.15 MILE TO A WIRE
 PU2156'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH ON THE
 PU2156'DIRT ROAD FOR 0.45 MILE TO A SOUTHEAST FENCE FOR 0.5 MILE TO
 PU2156'A JOG IN THE FENCE AND A WIRE GATE.  PASS THROUGH THE GATE
 PU2156'AND CONTINUE WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.4
 PU2156'MILE TO THE CREST OF A RIDGE, THENCE TURN RIGHT AND DRIVE
 PU2156'NORTHWEST UP THE CREST OF THE RIDGE FOR ABOUT 0.1 MILE TO THE
 PU2156'SUMMIT OF HILL AND STATION.
 PU2156'
 PU2156'THE STATION MARK, A STANDARD DISK STAMPED HLOVKA NO 1 1950,
 PU2156'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 PU2156'INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE
 PU2156'OF THE GROUND.
 PU2156'
 PU2156'REFERENCE MARK 1, A STANDARD DISK STAMPED HLOVKA NO 1 1950,
 PU2156'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2156'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE
 PU2156'GROUND.
 PU2156'
 PU2156'REFERENCE MARK 2, A STANDARD DISK STAMPED HLOVKA NO 2 1950,
 PU2156'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 PU2156'INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE TH SURFACE
 PU2156'OF THE GROUND.
 PU2156'
 PU2156'A USGS BENCH MARK WAS USED FOR THE AZIMUTH MARK.  THE DISK,
 PU2156'STAMPED SO DAK MC 89 1922, IS BRAZED IN THE TOP OF AN IRON
 PU2156'PIPE, 3 INCHES IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE
 PU2156'OF THE GROUND.  IT IS 170 FEET NORTH OF AN EAST-WEST FENCE,
 PU2156'13 FEET WEST OF THE WEST ROAD RIGHT-OF-WAY FENCE, 13 FEET
 PU2156'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED WHICH IS SET
 PU2156'IN THE RIGHT-OF-WAY FENCE AND 43 FEET WEST OF THE CENTER OF
 PU2156'THE GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1807 ***********************************************************************
 PU1807  DESIGNATION -  HOEYE
 PU1807  PID         -  PU1807
 PU1807  STATE/COUNTY-  SD/BUTTE
 PU1807  COUNTRY     -  US
 PU1807  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1807
 PU1807                         *CURRENT SURVEY CONTROL
 PU1807  ______________________________________________________________________
 PU1807* NAD 83(1996) POSITION- 44 58 59.51537(N) 103 46 22.98404(W)   ADJUSTED
 PU1807* NAVD 88 ORTHO HEIGHT -   986.544 (meters)     3236.69  (feet) ADJUSTED
 PU1807  ______________________________________________________________________
 PU1807  GEOID HEIGHT    -        -15.955 (meters)                     GEOID18
 PU1807  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 PU1807  DYNAMIC HEIGHT  -        986.294 (meters)     3235.87  (feet) COMP
 PU1807  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 PU1807
 PU1807  HORZ ORDER      -  THIRD
 PU1807  VERT ORDER      -  FIRST     CLASS II
 PU1807
 PU1807.The horizontal coordinates were established by classical geodetic methods
 PU1807.and adjusted by the National Geodetic Survey in January 1998.
 PU1807
 PU1807.The orthometric height was determined by differential leveling and
 PU1807.adjusted by the NATIONAL GEODETIC SURVEY
 PU1807.in June 1991.
 PU1807
 PU1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1807.GEOID18 height accuracy estimate available here.
 PU1807
 PU1807.Click photographs - Photos may exist for this station.
 PU1807
 PU1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1807
 PU1807.The dynamic height is computed by dividing the NAVD 88
 PU1807.geopotential number by the normal gravity value computed on the
 PU1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1807.degrees latitude (g = 980.6199 gals.).
 PU1807
 PU1807.The modeled gravity was interpolated from observed gravity values.
 PU1807
 PU1807. The following values were computed from the NAD 83(1996) position.
 PU1807
 PU1807;                    North         East     Units Scale Factor Converg.
 PU1807;SPC SD N     -   134,708.460   302,545.553   MT  0.99993981   -2 40 13.2
 PU1807;SPC SD N     -   441,956.01    992,601.54   sFT  0.99993981   -2 40 13.2
 PU1807;UTM  13      - 4,981,816.191   596,730.613   MT  0.99971505   +0 52 02.6
 PU1807
 PU1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1807!SPC SD N     -   0.99984785  x   0.99993981  =   0.99978767
 PU1807!UTM  13      -   0.99984785  x   0.99971505  =   0.99956294
 PU1807
 PU1807:                Primary Azimuth Mark                     Grid Az
 PU1807:SPC SD N     -  G 369                                    182 49 46.1
 PU1807:UTM  13      -  G 369                                    179 17 30.3
 PU1807
 PU1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9673081816(NAD 83)
 PU1807
 PU1807|---------------------------------------------------------------------|
 PU1807| PID    Reference Object                     Distance      Geod. Az  |
 PU1807|                                                           dddmmss.s |
 PU1807| PU1803 G 369                                              1800932.9 |
 PU1807| PU1806 HOEYE RM 1                            9.520 METERS 18738     |
 PU1807| PU1808 HOEYE RM 2                           15.470 METERS 35529     |
 PU1807|---------------------------------------------------------------------|
 PU1807
 PU1807                          SUPERSEDED SURVEY CONTROL
 PU1807
 PU1807  NAD 83(1993)-  44 58 59.51125(N)    103 46 22.98355(W) AD(       ) 3
 PU1807  NAD 83(1986)-  44 58 59.50457(N)    103 46 22.98015(W) AD(       ) 3
 PU1807  NGVD 29 (??/??/92)  986.054  (m)         3235.08   (f) ADJ UNCH    1 2
 PU1807  NGVD 29             986.05   (m)         3235.1    (f) LEVELING    3  
 PU1807
 PU1807.Superseded values are not recommended for survey control.
 PU1807
 PU1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1807.See file dsdata.pdf to determine how the superseded data were derived.
 PU1807
 PU1807_MARKER: DS = TRIANGULATION STATION DISK
 PU1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1807_STAMPING: HOEYE 1962
 PU1807_MARK LOGO: CGS
 PU1807_PROJECTION: FLUSH
 PU1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1807+STABILITY: SURFACE MOTION
 PU1807
 PU1807  HISTORY     - Date     Condition        Report By
 PU1807  HISTORY     - 1962     MONUMENTED       CGS
 PU1807  HISTORY     - 1962     GOOD             CGS
 PU1807
 PU1807                          STATION DESCRIPTION
 PU1807
 PU1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1807'THE STATION IS 22 MILES NORTH OF BELLE FOURCHE, 1 MILE SOUTHEAST OF
 PU1807'ANTELOPE BUTTE AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 85.
 PU1807'
 PU1807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND 85
 PU1807'AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85 FOR 10.8
 PU1807'MILES TO BRIDGE OVER OWL CREEK.  CONTINUE NORTH ON HIGHWAY 85 FOR
 PU1807'8.75 MILES TO THE ENTRANCE TO MR. DON HOEYE RANCH ON THE RIGHT.
 PU1807'CONTINUE NORTH ON HIGHWAY 85 FOR 1.4 MILES TO NATIONAL MONUMENT
 PU1807'GEOGRAPHIC CENTER OF AMERICA ON THE RIGHT.  CONTINUE NORTH ON
 PU1807'HIGHWAY 85 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PU1807'CONTINUE NORTH ON HIGHWAY 85 FOR 0.45 MILE TO TOP OF HILL, A GATE
 PU1807'ON THE RIGHT AND THE STATION ON THE LEFT.
 PU1807'
 PU1807'STATION MARKS ARE STANDARD DISKS STAMPED HOEYE 1962.  THE SURFACE
 PU1807'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 PU1807'GROUND.  IT IS 64.5 FEET WEST OF THE CENTER OF HIGHWAY 85, 38 FEET
 PU1807'SOUTH OF A TELEPHONE POLE, 5.5 FEET EAST OF A FENCE AND 5 FEET
 PU1807'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PU1807'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 PU1807'THE GROUND.
 PU1807'
 PU1807'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOEYE NO 1 1962, IS
 PU1807'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 PU1807'IT IS 69 FEET WEST OF THE CENTER OF HIGHWAY 85 AND 1 FOOT EAST OF
 PU1807'THE FENCE.
 PU1807'
 PU1807'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOEYE NO 2 1962, IS
 PU1807'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 PU1807'GROUND.  IT IS 68 FEET WEST OF THE CENTER OF HIGHWAY 85, 38 FEET
 PU1807'SOUTH OF THE CENTER OF A TRACK ROAD, 13 FEET NORTH OF THE
 PU1807'TELEPHONE POLE AND 1 FOOT EAST OF THE FENCE.
 PU1807'
 PU1807'AZIMUTH MARK, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK
 PU1807'STAMPED G 369 1962, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 PU1807'INCHES.  IT IS 69 FEET WEST OF THE CENTER OF HIGHWAY 85, 4.5 FEET
 PU1807'NORTHEAST OF A CORNER FENCE POST, 2 FEET EAST OF A FENCE AND 1.6
 PU1807'FEET SOUTH OF A METAL WITNESS POST.
 PU1807'
 PU1807'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 PU1807
 PU1807                          STATION RECOVERY (1962)
 PU1807
 PU1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1807'23.1 MI N FROM BELLE FOURCHE.
 PU1807'ABOUT 23.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1807'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, AT THE
 PU1807'CREST OF A RIDGE IN SECTION 20, T 12 N, R 3 E, 65 FEET WEST
 PU1807'OF THE CENTER LINE OF THE HIGHWAY, 89 FEET SOUTH OF THE CENTER
 PU1807'OF A WIRE GATE, 38 FEET SOUTH OF A TELEPHONE POLE, 5 1/2 FEET
 PU1807'EAST OF A FENCE, 5.3 FEET SOUTHEAST OF A METAL WITNESS POST,
 PU1807'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 PU1807'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1806 ***********************************************************************
 PU1806  DESIGNATION -  HOEYE RM 1
 PU1806  PID         -  PU1806
 PU1806  STATE/COUNTY-  SD/BUTTE
 PU1806  COUNTRY     -  US
 PU1806  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1806
 PU1806                         *CURRENT SURVEY CONTROL
 PU1806  ______________________________________________________________________
 PU1806* NAD 83(1986) POSITION- 44 58 59.21   (N) 103 46 23.04   (W)   HD_HELD1
 PU1806* NAVD 88 ORTHO HEIGHT -   986.339 (meters)     3236.01  (feet) ADJUSTED
 PU1806  ______________________________________________________________________
 PU1806  GEOID HEIGHT    -        -15.955 (meters)                     GEOID18
 PU1806  DYNAMIC HEIGHT  -        986.089 (meters)     3235.19  (feet) COMP
 PU1806  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 PU1806
 PU1806  VERT ORDER      -  FIRST     CLASS II
 PU1806
 PU1806.The horizontal coordinates were determined by differentially corrected
 PU1806.hand held GPS observations or other comparable positioning techniques
 PU1806.and have an estimated accuracy of +/- 3 meters.
 PU1806
 PU1806.The orthometric height was determined by differential leveling and
 PU1806.adjusted by the NATIONAL GEODETIC SURVEY
 PU1806.in June 1991.
 PU1806
 PU1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1806.GEOID18 height accuracy estimate available here.
 PU1806
 PU1806.Click photographs - Photos may exist for this station.
 PU1806
 PU1806.The dynamic height is computed by dividing the NAVD 88
 PU1806.geopotential number by the normal gravity value computed on the
 PU1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1806.degrees latitude (g = 980.6199 gals.).
 PU1806
 PU1806.The modeled gravity was interpolated from observed gravity values.
 PU1806
 PU1806;                    North         East    Units  Estimated Accuracy
 PU1806;SPC SD N     -   134,699.1     302,543.9     MT  (+/- 3 meters HH1 GPS) 
 PU1806
 PU1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9672981806(NAD 83)
 PU1806
 PU1806                          SUPERSEDED SURVEY CONTROL
 PU1806
 PU1806  NGVD 29 (??/??/92)  985.849  (m)         3234.41   (f) ADJ UNCH    1 2
 PU1806
 PU1806.Superseded values are not recommended for survey control.
 PU1806
 PU1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1806.See file dsdata.pdf to determine how the superseded data were derived.
 PU1806
 PU1806_MARKER: DR = REFERENCE MARK DISK
 PU1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1806_STAMPING: HOEYE NO 1 1962
 PU1806_MARK LOGO: CGS
 PU1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1806+STABILITY: SURFACE MOTION
 PU1806
 PU1806  HISTORY     - Date     Condition        Report By
 PU1806  HISTORY     - 1962     MONUMENTED       CGS
 PU1806
 PU1806                          STATION DESCRIPTION
 PU1806
 PU1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1806'23.1 MI N FROM BELLE FOURCHE.
 PU1806'ABOUT 23.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1806'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, AT THE
 PU1806'CREST OF A RIDGE IN SECTION 20, T 12 N, R 3 E, 69 FEET WEST
 PU1806'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE,
 PU1806'31 FEET SOUTH OF HOEYE 1962, ABOUT LEVEL WITH THE HIGHWAY,
 PU1806'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1808 ***********************************************************************
 PU1808  DESIGNATION -  HOEYE RM 2
 PU1808  PID         -  PU1808
 PU1808  STATE/COUNTY-  SD/BUTTE
 PU1808  COUNTRY     -  US
 PU1808  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1808
 PU1808                         *CURRENT SURVEY CONTROL
 PU1808  ______________________________________________________________________
 PU1808* NAD 83(1986) POSITION- 44 59 00.01   (N) 103 46 23.04   (W)   HD_HELD1
 PU1808* NAVD 88 ORTHO HEIGHT -   986.929 (meters)     3237.95  (feet) ADJUSTED
 PU1808  ______________________________________________________________________
 PU1808  GEOID HEIGHT    -        -15.955 (meters)                     GEOID18
 PU1808  DYNAMIC HEIGHT  -        986.678 (meters)     3237.13  (feet) COMP
 PU1808  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 PU1808
 PU1808  VERT ORDER      -  FIRST     CLASS II
 PU1808
 PU1808.The horizontal coordinates were determined by differentially corrected
 PU1808.hand held GPS observations or other comparable positioning techniques
 PU1808.and have an estimated accuracy of +/- 3 meters.
 PU1808
 PU1808.The orthometric height was determined by differential leveling and
 PU1808.adjusted by the NATIONAL GEODETIC SURVEY
 PU1808.in June 1991.
 PU1808
 PU1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1808.GEOID18 height accuracy estimate available here.
 PU1808
 PU1808.Click photographs - Photos may exist for this station.
 PU1808
 PU1808.The dynamic height is computed by dividing the NAVD 88
 PU1808.geopotential number by the normal gravity value computed on the
 PU1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1808.degrees latitude (g = 980.6199 gals.).
 PU1808
 PU1808.The modeled gravity was interpolated from observed gravity values.
 PU1808
 PU1808;                    North         East    Units  Estimated Accuracy
 PU1808;SPC SD N     -   134,723.8     302,545.0     MT  (+/- 3 meters HH1 GPS) 
 PU1808
 PU1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9672981831(NAD 83)
 PU1808
 PU1808                          SUPERSEDED SURVEY CONTROL
 PU1808
 PU1808  NGVD 29 (??/??/92)  986.439  (m)         3236.34   (f) ADJ UNCH    1 2
 PU1808
 PU1808.Superseded values are not recommended for survey control.
 PU1808
 PU1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1808.See file dsdata.pdf to determine how the superseded data were derived.
 PU1808
 PU1808_MARKER: DR = REFERENCE MARK DISK
 PU1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1808_STAMPING: HOEYE NO 2 1962
 PU1808_MARK LOGO: CGS
 PU1808_PROJECTION: FLUSH
 PU1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1808+STABILITY: SURFACE MOTION
 PU1808
 PU1808  HISTORY     - Date     Condition        Report By
 PU1808  HISTORY     - 1962     MONUMENTED       CGS
 PU1808
 PU1808                          STATION DESCRIPTION
 PU1808
 PU1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1808'23.1 M N FROM BELLE FOURCHE.
 PU1808'ABOUT 23.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1808'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, AT THE
 PU1808'CREST OF A RIDGE IN SECTION20, T 12 N, R 3 E, 69 FEET WEST OF
 PU1808'THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER OF
 PU1808'A WIRE GATE, 12 FEET NORTH OF A TELEPHONE POLE, 1 1/2 FEET
 PU1808'EAST OF A FENCE, 50.4 FEET NORTH OF HOEYE 1962, ABOUT LEVEL
 PU1808'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PU1808'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0654 ***********************************************************************
 QR0654  DESIGNATION -  HOFFMAN
 QR0654  PID         -  QR0654
 QR0654  STATE/COUNTY-  SD/MCPHERSON
 QR0654  COUNTRY     -  US
 QR0654  USGS QUAD   -  LONG LAKE NE (2017)
 QR0654
 QR0654                         *CURRENT SURVEY CONTROL
 QR0654  ______________________________________________________________________
 QR0654* NAD 83(1996) POSITION- 45 56 21.79797(N) 099 06 33.99194(W)   ADJUSTED
 QR0654* NAVD 88 ORTHO HEIGHT -   619.3   (meters)     2032.    (feet) VERTCON3
 QR0654  ______________________________________________________________________
 QR0654  GEOID HEIGHT    -        -23.391 (meters)                     GEOID18
 QR0654  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 QR0654  HORZ ORDER      -  FIRST
 QR0654
 QR0654.The horizontal coordinates were established by classical geodetic methods
 QR0654.and adjusted by the National Geodetic Survey in January 1998.
 QR0654
 QR0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0654
 QR0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0654.GEOID18 height accuracy estimate available here.
 QR0654
 QR0654.Click photographs - Photos may exist for this station.
 QR0654
 QR0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0654
 QR0654. The following values were computed from the NAD 83(1996) position.
 QR0654
 QR0654;                    North         East     Units Scale Factor Converg.
 QR0654;SPC SD N     -   234,424.639   669,063.548   MT  1.00005951   +0 37 49.0
 QR0654;SPC SD N     -   769,108.17  2,195,085.99   sFT  1.00005951   +0 37 49.0
 QR0654;UTM  14      - 5,087,318.977   491,516.389   MT  0.99960088   -0 04 43.1
 QR0654
 QR0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0654!SPC SD N     -   0.99990659  x   1.00005951  =   0.99996609
 QR0654!UTM  14      -   0.99990659  x   0.99960088  =   0.99950750
 QR0654
 QR0654:                Primary Azimuth Mark                     Grid Az
 QR0654:SPC SD N     -  WIRCH                                    045 52 53.3
 QR0654:UTM  14      -  WIRCH                                    046 35 25.4
 QR0654
 QR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9151687318(NAD 83)
 QR0654
 QR0654|---------------------------------------------------------------------|
 QR0654| PID    Reference Object                     Distance      Geod. Az  |
 QR0654|                                                           dddmmss.s |
 QR0654| RQ0683 WIRCH                               APPROX.16.4 KM 0463042.3 |
 QR0654| CO5198 HOFFMAN RM 1                         21.906 METERS 13718     |
 QR0654| CO5199 HOFFMAN RM 2                         17.882 METERS 22722     |
 QR0654| QR0653 BOUNDARY MP 123 ND SD                74.310 METERS 34204     |
 QR0654|---------------------------------------------------------------------|
 QR0654
 QR0654                          SUPERSEDED SURVEY CONTROL
 QR0654
 QR0654  NAD 83(1986)-  45 56 21.80412(N)    099 06 33.97999(W) AD(       ) 1
 QR0654  NAD 27      -  45 56 21.90200(N)    099 06 32.57900(W) AD(       ) 1
 QR0654  NGVD 29 (07/19/86)  618.9    (m)         2031.     (f) VERT ANG       
 QR0654
 QR0654.Superseded values are not recommended for survey control.
 QR0654
 QR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0654.See file dsdata.pdf to determine how the superseded data were derived.
 QR0654
 QR0654_MARKER: DS = TRIANGULATION STATION DISK
 QR0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0654_STAMPING: HOFFMAN 1934
 QR0654_MARK LOGO: CGS
 QR0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0654+STABILITY: SURFACE MOTION
 QR0654
 QR0654  HISTORY     - Date     Condition        Report By
 QR0654  HISTORY     - 1934     MONUMENTED       CGS
 QR0654  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QR0654  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QR0654  HISTORY     - 1970     GOOD             USGS
 QR0654
 QR0654                          STATION DESCRIPTION
 QR0654
 QR0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0654'STATION IS LOCATED IN NW 1/4 SEC. 1, T 128 N, R 69 W, ABOUT
 QR0654'13.0 MILE E AND 6.5 MILES S OF ASHLEY, NORTH DAKOTA.  STATION
 QR0654'IS 188 FEET S OF FENCE, 242 FEET S OF CENTER LINE OF ROAD.
 QR0654'
 QR0654'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QR0654'DISKS SET IN CONCRETE.
 QR0654'
 QR0654'REFERENCE MARK NO. 1 IS LOCATED 72.01 FEET, 21.950 METERS,
 QR0654'SE OF STATION.*
 QR0654'
 QR0654'REFERENCE MARK NO. 2 IS LOCATED 59.09 FEET, 18.010 METERS,
 QR0654'SW OF STATION.*
 QR0654'
 QR0654'AZIMUTH MARK IS BOUNDARY MONUMENT 122, AND IS LOCATED 1 MILE
 QR0654'E OF STATION.  IT IS A 10- BY 10-INCH SQUARE RED GRANITE POST
 QR0654'ABOUT 40 INCHES HIGH.  POINT USED IS X CHISELED IN TOP OF
 QR0654'MONUMENT.  TO REACH FROM STATION GO N ACROSS FIELD 0.1 MILE
 QR0654'TO ROAD, THENCE RIGHT, E, 1.0 MILE TO MARK.  A CONNECTION
 QR0654'WAS MADE TO BOUNDARY MONUMENT 123.  IT IS 243.8 FEET N OF
 QR0654'STATION.*
 QR0654'
 QR0654'TO REACH STATION FROM JUNCTION OF HIGHWAYS NORTH DAKOTA 11
 QR0654'AND NORTH DAKOTA 56, 21 MILES, E OF ASHLEY, GO W ON NORTH
 QR0654'DAKOTA HIGHWAY 11, 3.4 MILES THENCE, LEFT, S, 6.3 MILES, THENCE
 QR0654'RIGHT, W, ALONG BOUNDARY, 5.0 MILES TO BOUNDARY MONUMENT
 QR0654'123, THENCE LEFT, S, 0.1 MILE ACROSS FIELD TO KNOLL AND
 QR0654'STATION.
 QR0654'
 QR0654'*NOT CORRECTED FOR SLOPE.
 QR0654'
 QR0654'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 QR0654
 QR0654                          STATION RECOVERY (1959)
 QR0654
 QR0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QR0654'THIS STATION RECOVERED AND IT WAS FOUND THAT THE DISKS HAD
 QR0654'BEEN REMOVED FROM THE SURFACE STATION MARK AND THE REFERENCE
 QR0654'MARKS.  THE STEMS OF THE DISKS WERE STILL EMBEDDED IN THE
 QR0654'CONCRETE POSTS AND THERE WAS NO INDICATION THAT THE POSTS HAD
 QR0654'BEEN DISTURBED.
 QR0654'
 QR0654'BNDY. MON. NO. 123 AND BNDY. MON. NO. 122 (AZIMUTH MARK)
 QR0654'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QR0654'
 QR0654'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 QR0654
 QR0654                          STATION RECOVERY (1967)
 QR0654
 QR0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QR0654'THIS STATION WAS RECOVERED AND IT WAS FOUND THAT THE DISKS HAD BEEN
 QR0654'BROKEN OFF OF THE STEMS AT THE STATION AND REFERENCE MARKS.
 QR0654'THE MILEPOST (NO. 122) THAT WAS USED FOR THE AZIMUTH MARK
 QR0654'WAS FOUND TO BE LEANING.  BOUNDARY MONUMENT NO. 123 WAS NOT
 QR0654'RECOVERED AND HAD EVIDENTLY BEEN REMOVED.  THE DISKS WERE
 QR0654'REPLACED IN THE CONCRETE POSTS BY PLUMBING OVER THE CENTER
 QR0654'OF THE STEMS AND RESETTING THE DISKS IN THEIR ORIGINAL
 QR0654'POSITIONS.
 QR0654'
 QR0654'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 56, ABOUT
 QR0654'21 MILES EAST OF ASHLEY, GO WEST ON STATE HIGHWAY 11 FOR 3.4
 QR0654'MILES TO CROSSROADS AT COUNTY LINE AT A SMALL CHURCH AND
 QR0654'TRANSFORMERS ON THE RIGHT, TURN LEFT AND GO SOUTH FOR 6.3
 QR0654'MILES TO A T-INTERSECTION AT THE STATE LINE, TURN RIGHT AND
 QR0654'GO WEST FOR 4.0 MILES TO BOUNDARY MONUMENT NO. 122 ON THE
 QR0654'RIGHT, CONTINUE WEST FOR 1.0 MILE, THENCE LEFT AND GO SOUTH
 QR0654'ACROSS PASTURE FOR 0.05 MILE TO TOP OF KNOLL AND STATION.
 QR0654'
 QR0654'R.M. NO. 1 IS SOUTHEAST OF THE STATION AND THE DISK IS STAMPED
 QR0654'HOFFMAN NO 1 1934.
 QR0654'
 QR0654'R.M. NO. 2 IS SOUTHWEST OF THE STATION AND THE DISK IS STAMPED
 QR0654'HOFFMAN NO 2 1934.
 QR0654'
 QR0654'THE DISK IN THE STATION MARK IS STAMPED HOFFMAN 1934 1967.
 QR0654'
 QR0654'BOUNDARY MONUMENT NO. 122 IS LEANING ABOUT 6 INCHES AT THE
 QR0654'TOP.  IT IS IN THE NORTHWEST ANGLE OF ROAD INTERSECTION
 QR0654'AND IS USED FOR A CORNER POST AT THE SOUTHEAST CORNER OF A
 QR0654'PASTURE.  THE STONE POST PROJECTS ABOUT 5 FEET.
 QR0654'
 QR0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 QR0654'MILES SOUTHEAST OF ASHLEY
 QR0654
 QR0654                          STATION RECOVERY (1970)
 QR0654
 QR0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0654'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QR0654'WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 QR0654'
 QR0654'THE OLD DESCRIPTION IS ADEQUATE.
 QR0654'
 QR0654'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2213 ***********************************************************************
 PU2213  DESIGNATION -  HOFFMAN
 PU2213  PID         -  PU2213
 PU2213  STATE/COUNTY-  SD/MEADE
 PU2213  COUNTRY     -  US
 PU2213  USGS QUAD   -  OWANKA NW (2017)
 PU2213
 PU2213                         *CURRENT SURVEY CONTROL
 PU2213  ______________________________________________________________________
 PU2213* NAD 83(1996) POSITION- 44 08 52.57022(N) 102 38 18.80168(W)   ADJUSTED
 PU2213* NAVD 88 ORTHO HEIGHT -   945.6   (meters)     3102.    (feet) VERTCON3
 PU2213  ______________________________________________________________________
 PU2213  GEOID HEIGHT    -        -18.054 (meters)                     GEOID18
 PU2213  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 PU2213  HORZ ORDER      -  FIRST
 PU2213
 PU2213.The horizontal coordinates were established by classical geodetic methods
 PU2213.and adjusted by the National Geodetic Survey in January 1998.
 PU2213
 PU2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2213
 PU2213.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2213.GEOID18 height accuracy estimate available here.
 PU2213
 PU2213.Click photographs - Photos may exist for this station.
 PU2213
 PU2213.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2213
 PU2213. The following values were computed from the NAD 83(1996) position.
 PU2213
 PU2213;                    North         East     Units Scale Factor Converg.
 PU2213;SPC SD N     -    38,400.086   388,922.234   MT  1.00006231   -1 52 02.7
 PU2213;SPC SD N     -   125,984.28  1,275,989.03   sFT  1.00006231   -1 52 02.7
 PU2213;SPC SD S     -   204,150.847   415,599.872   MT  0.99994956   -1 35 24.9
 PU2213;SPC SD S     -   669,784.90  1,363,513.91   sFT  0.99994956   -1 35 24.9
 PU2213;UTM  13      - 4,891,015.525   688,857.285   MT  1.00003868   +1 38 42.9
 PU2213
 PU2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2213!SPC SD N     -   0.99985458  x   1.00006231  =   0.99991688
 PU2213!SPC SD S     -   0.99985458  x   0.99994956  =   0.99980415
 PU2213!UTM  13      -   0.99985458  x   1.00003868  =   0.99989326
 PU2213
 PU2213:                Primary Azimuth Mark                     Grid Az
 PU2213:SPC SD N     -  HOFFMAN AZ MK                            100 36 43.9
 PU2213:SPC SD S     -  HOFFMAN AZ MK                            100 20 06.1
 PU2213:UTM  13      -  HOFFMAN AZ MK                            097 05 58.3
 PU2213
 PU2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ8885791015(NAD 83)
 PU2213
 PU2213|---------------------------------------------------------------------|
 PU2213| PID    Reference Object                     Distance      Geod. Az  |
 PU2213|                                                           dddmmss.s |
 PU2213| CQ3994 HOFFMAN AZ MK                                      0984441.2 |
 PU2213| CQ3995 HOFFMAN RM 1                        117.820 METERS 18111     |
 PU2213| CQ3996 HOFFMAN RM 2                         12.610 METERS 23858     |
 PU2213|---------------------------------------------------------------------|
 PU2213
 PU2213                          SUPERSEDED SURVEY CONTROL
 PU2213
 PU2213  NAD 83(1993)-  44 08 52.56203(N)    102 38 18.80295(W) AD(       ) 1
 PU2213  NAD 83(1986)-  44 08 52.56119(N)    102 38 18.80350(W) AD(       ) 1
 PU2213  NAD 27      -  44 08 52.61160(N)    102 38 17.20380(W) AD(       ) 1
 PU2213  NGVD 29 (07/19/86)  945.1    (m)         3101.     (f) VERT ANG       
 PU2213
 PU2213.Superseded values are not recommended for survey control.
 PU2213
 PU2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2213.See file dsdata.pdf to determine how the superseded data were derived.
 PU2213
 PU2213_MARKER: DS = TRIANGULATION STATION DISK
 PU2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2213_STAMPING: HOFFMAN 1924
 PU2213_MARK LOGO: CGS
 PU2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2213+STABILITY: SURFACE MOTION
 PU2213
 PU2213  HISTORY     - Date     Condition        Report By
 PU2213  HISTORY     - 1924     MONUMENTED       CGS
 PU2213  HISTORY     - 1935     GOOD             CGS
 PU2213  HISTORY     - 1950     GOOD             CGS
 PU2213  HISTORY     - 1951     GOOD             CGS
 PU2213  HISTORY     - 1961     GOOD             CGS
 PU2213
 PU2213                          STATION DESCRIPTION
 PU2213
 PU2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PU2213'THE STATION IS ABOUT 8-1/2 MILES N AND 2-1/2 MILES W OF THE TOWN
 PU2213'OF OWANKA, 2-1/2 MILES N OF THE CUSTER BATTLEFIELD HIGHWAY, NEAR THE
 PU2213'CENTER OF SEC. 11, T 2 N, R 12 E, 1/2 MILE W OF JOHN HOFFMANS
 PU2213'HOUSE, ON A ROUND-TOPPED BUTTE, ABOUT 100 METERS (328 FEET) N
 PU2213'OF THE CENTER OF THE SECTION, AND ON THE HIGHEST POINT IN THE
 PU2213'VICINITY FOR SEVERAL MILES IN ANY DIRECTION.  THE STATION IS
 PU2213'MARKED WITH A CONCRETE MARK 1-FOOT
 PU2213'SQUARE, WITH A STANDARD BRAS TABLET SET IN THE CENTER.
 PU2213'
 PU2213'THE REFERENCE MARK IS AT THE INTERSECTION OF THE FENCES, AT THE
 PU2213'CENTER OF THE SECTION, AND IS MARKED BY A STANDARD BRONZE DISK
 PU2213'SET IN CONCRETE.
 PU2213'
 PU2213'TO REACH FROM RAPID CITY, FOLLOW THE CUSTER BATTLEFIELD HIGHWAY
 PU2213'TO A GRADED ROAD LEADING N AT A POINT 6 MILES N AND 2 MILES W
 PU2213'OF OWANKA.  HERE A MILEBOARD READS 32.1 MILES TO RAPID CITY.  GO
 PU2213'N ON THIS ROAD 2-1/2 MILES TO HOFFMANS HOUSE, AND FROM THERE
 PU2213'TO THE STATION.  IN DRY WEATHER A TRUCK WITH A LIGHT LOAD CAN BE
 PU2213'DRIVEN RIGHT UP TO THE STATION.
 PU2213'
 PU2213'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.51 METERS.
 PU2213
 PU2213                          STATION RECOVERY (1935)
 PU2213
 PU2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2213'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 PU2213'ORIGINAL DESCRIPTION IS CORRECT EXCEPT THAT STATION IS 3-1/2
 PU2213'MILES, RATHER THAN 2-1/2 MILES, N OF U.S. HIGHWAY 16.
 PU2213'
 PU2213'TO REACH STATION FROM WASTA, GO W ABOUT 10.5 MILES ON U.S. HIGHWAY
 PU2213'16 TO GRADED ROAD LEADING N, THENCE N 3-1/2 MILES TO HOFFMANS
 PU2213'HOUSE, AND W 1/2 MILE TO STATION.
 PU2213
 PU2213                          STATION RECOVERY (1950)
 PU2213
 PU2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2213'STATION AND REFERENCE MARK RECOVERED AND FOUND IN GOOD CONDITION.
 PU2213'REFERENCE MARK NO. 2 AND AN AZIMTUH MARK WERE SET.  THIS STATION
 PU2213'WAS NOT OCCUPIED BY AN OBSERVING PARTY IN 1950.  DESCRIPTION
 PU2213'FOLLOWS--
 PU2213'
 PU2213'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF WICKSVILLE,
 PU2213'ON THE HIGHEST POINT IN PASTURE LAND, NEAR THE CENTER OF SEC.
 PU2213'11, T 2 N, R 12 E, AND ABOUT 75 FEET SOUTH OF A WIRE FENCE.
 PU2213'
 PU2213'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF WICKSVILLE,
 PU2213'GO WEST ON U.S. HIGHWAY NO. 14 AND 16 FOR 2.05 MILES.  THEN
 PU2213'RIGHT, NORTH, FOR 3.65 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 PU2213'DESCRIBED.  CONTINUE NORTH FOR 0.5 MILE.  THEN LEFT, WEST, FOR
 PU2213'1.0 MILE.  THEN LEFT, SOUTH, (THROUGH A GATE) FOR 0.7 MILE TO
 PU2213'THE STATION AS DESCRIBED.
 PU2213'
 PU2213'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2213'HOFFMAN 1924.
 PU2213'
 PU2213'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AT AN INTERSECTION
 PU2213'OF FENCES.  IT PROJECTS 1 INCH, AND THE DISK IS STAMPED HOFFMAN
 PU2213'NO 1 1924.
 PU2213'
 PU2213'REFERENCE MARK NO. 2 IS 35 PACES WEST OF THE STATION.  IT
 PU2213'PROJECTS 7 INCHES, AND THE DISK IS STAMPED HOFFMAN NO 2 1925.
 PU2213'
 PU2213'THE AZIMUTH MARK IS 100 FEET NORTH OF A DESERTED FARM HOUSE, 60 FEET
 PU2213'WEST OF THE CENTER OF A ROAD, 15 FEET WEST OF A WIRE GATE, 4
 PU2213'FEET WEST OF A WITNESS POST, AND 2 FEET NORTH OF A FENCE.  IT
 PU2213'PROJECTS 7 INCHES, AND THE DISK IS STAMPED HOFFMAN 1950.
 PU2213'
 PU2213'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS
 PU2213'SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  REFERENCE MARK
 PU2213'NO. 2 AND THE AZIMUTH MARK ARE STANDARD DISKS SET IN THE TOPS
 PU2213'OF 12-INCH CONCRETE CYLINDERS.
 PU2213
 PU2213                          STATION RECOVERY (1951)
 PU2213
 PU2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2213'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND IN GOOD
 PU2213'CONDITION.  THE AZIMUTH MARK AND ANOTHER REFERENCE MARK WERE
 PU2213'SET IN 1950.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 PU2213'
 PU2213'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF WICKSVILLE, ON THE
 PU2213'HIGHEST POINT IN PASTURE LAND NEAR THE CENTER OF SEC. 11, T 2 N,
 PU2213'R 12 E, AND ABOUT 75 FEET SOUTH OF A WIRE FENCE.
 PU2213'
 PU2213'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF WICKSVILLE,
 PU2213'GO WEST ON U.S. HIGHWAY NO. 14 AND 16 FOR 2.05 MILES.  THEN
 PU2213'RIGHT, NORTH, FOR 3.65 MILES TO THE AZIMUTH MARK ON THE LEFT
 PU2213'AS DESCRIBED.  CONTINUE NORTH FOR 0.5 MILE.  THEN LEFT, WEST,
 PU2213'FOR 1.0 MILE.  THEN LEFT, SOUTH, (THROUGH GATE) FOR 0.7 MILE TO
 PU2213'THE STATION AS DESCRIBED.
 PU2213'
 PU2213'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2213'HOFFMAN 1924.
 PU2213'
 PU2213'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AT AN INTERSECTION
 PU2213'OF FENCES.  IT PROJECTS 1 INCH AND THE DISK IS STAMPED HOFFMAN NO
 PU2213'1 1924.
 PU2213'
 PU2213'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT PROJECTS 7
 PU2213'INCHES AND THE DISK IS STAMPED HOFFMAN NO 2 1924.
 PU2213'
 PU2213'THE AZIMUTH MARK IS 100 FEET NORTH OF A DESERTED FARM HOUSE, 60 FEET
 PU2213'WEST OF THE CENTER OF A ROAD, 15 FEET WEST OF A WIRE GATE, 4 FEET
 PU2213'WEST OF A WITNESS POST, AND 2 FEET NORTH OF A FENCE.  IT IS 1
 PU2213'FOOT UNDERGROND AND THE DISK IS STAMPED HOFFMAN 1924.
 PU2213'
 PU2213'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS SET
 PU2213'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  REFERENCE MARK NO.
 PU2213'2 AND THE AZIMUTH MARK ARE STANDARD DISKS SET IN THE TOPS OF
 PU2213'12-INCH CONCRETE CYLINDERS.
 PU2213
 PU2213                          STATION RECOVERY (1961)
 PU2213
 PU2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2213'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 PU2213'DESCRIBED (V.R.S. 1951) A NEW WITNESS POST WAS DRIVEN 4 FEET
 PU2213'NORTH OF THE STATION MARK, AN A NEW ONE WAS ALSO DRIVEN 4 FEET
 PU2213'EAST OF THE AZIMUTH MARK, BESIDE THE OLD WOODEN 4 X 4 WITNESS
 PU2213'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1060 ***********************************************************************
 PT1060  DESIGNATION -  HOGBACK
 PT1060  PID         -  PT1060
 PT1060  STATE/COUNTY-  SD/JONES
 PT1060  COUNTRY     -  US
 PT1060  USGS QUAD   -  CAPA (2017)
 PT1060
 PT1060                         *CURRENT SURVEY CONTROL
 PT1060  ______________________________________________________________________
 PT1060* NAD 83(1996) POSITION- 44 02 20.35551(N) 100 56 10.46859(W)   ADJUSTED
 PT1060* NAVD 88 ORTHO HEIGHT -   692.6   (meters)     2272.    (feet) VERTCON3
 PT1060  ______________________________________________________________________
 PT1060  GEOID HEIGHT    -        -23.414 (meters)                     GEOID18
 PT1060  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 PT1060  HORZ ORDER      -  FIRST
 PT1060
 PT1060.The horizontal coordinates were established by classical geodetic methods
 PT1060.and adjusted by the National Geodetic Survey in January 1998.
 PT1060
 PT1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1060
 PT1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1060.GEOID18 height accuracy estimate available here.
 PT1060
 PT1060.Click photographs - Photos may exist for this station.
 PT1060
 PT1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1060
 PT1060. The following values were computed from the NAD 83(1996) position.
 PT1060
 PT1060;                    North         East     Units Scale Factor Converg.
 PT1060;SPC SD S     -   189,662.024   551,678.351   MT  0.99993378   -0 24 57.3
 PT1060;SPC SD S     -   622,249.49  1,809,964.72   sFT  0.99993378   -0 24 57.3
 PT1060;UTM  14      - 4,878,025.681   344,864.229   MT  0.99989601   -1 20 46.5
 PT1060
 PT1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1060!SPC SD S     -   0.99989509  x   0.99993378  =   0.99982887
 PT1060!UTM  14      -   0.99989509  x   0.99989601  =   0.99979111
 PT1060
 PT1060:                Primary Azimuth Mark                     Grid Az
 PT1060:SPC SD S     -  HOGBACK AZ MK                            099 41 51.8
 PT1060:UTM  14      -  HOGBACK AZ MK                            100 37 41.0
 PT1060
 PT1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4486478025(NAD 83)
 PT1060
 PT1060|---------------------------------------------------------------------|
 PT1060| PID    Reference Object                     Distance      Geod. Az  |
 PT1060|                                                           dddmmss.s |
 PT1060| CO5200 HOGBACK AZ MK                                      0991654.5 |
 PT1060| OS0712 MURDO MUNICIPAL TANK                APPROX.24.4 KM 1325607.8 |
 PT1060| CO5201 HOGBACK RM 1                         72.013 METERS 21915     |
 PT1060| CO5202 HOGBACK RM 2                         14.368 METERS 32928     |
 PT1060|---------------------------------------------------------------------|
 PT1060
 PT1060                          SUPERSEDED SURVEY CONTROL
 PT1060
 PT1060  NAD 83(1986)-  44 02 20.35009(N)    100 56 10.47224(W) AD(       ) 1
 PT1060  NAD 27      -  44 02 20.39800(N)    100 56 08.97500(W) AD(       ) 1
 PT1060  NGVD 29 (07/19/86)  692.1    (m)         2271.     (f) VERT ANG       
 PT1060
 PT1060.Superseded values are not recommended for survey control.
 PT1060
 PT1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1060.See file dsdata.pdf to determine how the superseded data were derived.
 PT1060
 PT1060_MARKER: DS = TRIANGULATION STATION DISK
 PT1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1060_STAMPING: HOGBACK 1924
 PT1060_MARK LOGO: CGS
 PT1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1060+STABILITY: SURFACE MOTION
 PT1060
 PT1060  HISTORY     - Date     Condition        Report By
 PT1060  HISTORY     - 1924     MONUMENTED       CGS
 PT1060  HISTORY     - 1935     GOOD             CGS
 PT1060  HISTORY     - 1952     GOOD             CGS
 PT1060
 PT1060                          STATION DESCRIPTION
 PT1060
 PT1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PT1060'STATION HOGBACK IS ABOUT 2-1/2 MILES W AND 11 MILES N OF OKATON
 PT1060'IN THE S SIDE CENTER OF SEC. 12 OR 13 (NOT SURE OF SECTION
 PT1060'NUMBER) T 1 N, R 26 E, ON A PROMINENT BUTTE LOCALLY KNOWN AS
 PT1060'FLAT TOP BUTTE THE HIGHEST POINT IN THE VICINITY.
 PT1060'
 PT1060'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PT1060'DISKS SET IN CONCRETE.
 PT1060'
 PT1060'REFERENCE MARK IS ABOUT 70 METERS (230 FEET) SW OF THE STATION
 PT1060'AND APPEARS TO BE PLACED ON S SECTION LINE.
 PT1060'
 PT1060'THE STATION IS BEST REACHED FROM OKATON.  FOLLOW THE OKATON-CAPA
 PT1060'ROAD ABOUT 8 MILES TO SCHOOLHOUSE WHERE THE CAPA ROAD TURNS
 PT1060'W.  THERE CONTINUE N ON A WINDING ROAD RUNNING SE-NW WHICH PASSES
 PT1060'OVER THE BUTTE NEAR THE STATION.  THERE IS A CULTIVATED PIECE OF
 PT1060'GROUND S OF THE BUTTE.  NEARLY ALL THE LAND IN THIS VICINITY IS
 PT1060'PRAIRIE.  THERE ARE VERY FEW FENCES.
 PT1060'
 PT1060'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.34 METERS.
 PT1060
 PT1060                          STATION RECOVERY (1935)
 PT1060
 PT1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PT1060'STATION IS NEAR S 1/4 CORNER OF SEC. 13, T 1 N, R 26 E, ON BUTTE
 PT1060'KNOWN AS FLAT TOP, ABOUT 100 YARDS N AND ABOUT 40 YARDS E OF
 PT1060'FENCE CORNER AT S FOOT OF BUTTE.
 PT1060'
 PT1060'REFERENCE MARK IS AT S END OF BUTTE, ABOUT 35 YARDS N AND ABOUT
 PT1060'13 YARDS W OF FENCE CORNER AT S FOOT OF BUTTE, AND ABOUT 236
 PT1060'FEET SW OF STATION.
 PT1060'
 PT1060'TO REACH FROM RAILROAD STATION AT OKATON GO NW ABOUT 1.8 MILES TO
 PT1060'SECTION-LINE ROAD LEADING N, GO N 5 MILES TO SCHOOLHOUSE, GO
 PT1060'W 2 MILES TO ANOTHER SCHOOLHOUSE, GO N 2 MILES TO CORRECTION
 PT1060'LINE, JOG W ON CORRECTION LINE AND CONTINUE N 2 MILES TO
 PT1060'SMALL SCHOOLHOUSE AT SW CORNER OF ROAD INTERSECTION, FOLLOW
 PT1060'SECTION-LINE ROAD E 2 MILES, GO N 1 MILE ON SECTION-LINE TRAIL,
 PT1060'ENTER GATE AND GO W ABOUT 1/2 MILE TO TOP OF PROMINENT BUTTE.
 PT1060
 PT1060                          STATION RECOVERY (1952)
 PT1060
 PT1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1060'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AS
 PT1060'DESCRIBED.  A NEW DESCRIPTION FOLLOWS.
 PT1060'
 PT1060'THE STATION IS IN SECTION 13, T 1 N, R 26 E, ABOUT 11 MILES
 PT1060'EAST-SOUTHEAST OF MIDLAND AND ON A PROMINENT BUTTE LOCALLY
 PT1060'KNOWN AS FLAT TOP BUTTE.
 PT1060'
 PT1060'TO REACH THE STATION FROM THE BANK BUILDING IN MIDLAND, GO
 PT1060'EAST ON THE MAIN STREET (U.S. HIGHWAY 14) FOR 0.15 MILE TO A SIDE
 PT1060'ROAD ON THE RIGHT, TURN RIGHT (SOUTH) AND GO FOR 0.05 MILE,
 PT1060'TURN LEFT (EAST) AND GO FOR 0.25 MILE TO A RAILROAD TRACK, CROSS
 PT1060'TRACK AND CONTINUE SOUTHERLY ON THE MAIN GRADED ROAD FOR 2.6
 PT1060'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT (EAST) AND FOLLOW
 PT1060'THE MAIN GRADED ROAD FOR 7.3 MILES TO A T-ROAD INTERSECTION,
 PT1060'TURN RIGHT (SOUTH) AND GO FOR 2.1 MILES TO A SIDE ROAD ON THE
 PT1060'LEFT AND A SCHOOL HOUSE ON THE RIGHT, TURN LEFT (EAST) AND GO
 PT1060'FOR 2 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT (NORTH) AND GO
 PT1060'FOR 0.3 MILE TO A FARM HOME ON THE LEFT, PASS THROUGH A
 PT1060'GATE AND CONTINUE NORTHERLY ON A SECTION LINE ROAD (TRACK)
 PT1060'FOR 0.75 MILE TO A GATE IN A FENCE CORNER, GO THROUGH GATE
 PT1060'AND TURN LEFT (WEST) ON THE NORTH SIDE OF A FENCE FOR 0.2
 PT1060'MILE TO THE AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE
 PT1060'WESTERLY ON THE NORTH SIDE OF THE FENCE LINE FOR 0.45 MILE TO
 PT1060'THE HIGHEST POINT OF THE BUTTE AND THE STATION AS DESCRIBED.
 PT1060'
 PT1060'THE STATION PROJECTS 3 INCHES AND THE DISK IS STAMPED HOGBACK 1924
 PT1060'
 PT1060'REFERENCE MARK 1 IS 100 FEET NORTH OF A WIRE FENCE.  THE MARK IS
 PT1060'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOGBACK 1924
 PT1060'
 PT1060'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1060'HOGBACK NO 2 1924.
 PT1060'
 PT1060'THE AZIMUTH MARK IS 37 FEET EAST OF A GATE, 32 FEET SOUTH OF THE
 PT1060'CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 PT1060'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HOGBACK 1924
 PT1060'
 PT1060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0732 ***********************************************************************
 PS0732  DESIGNATION -  HOLABIRD
 PS0732  PID         -  PS0732
 PS0732  STATE/COUNTY-  SD/HUGHES
 PS0732  COUNTRY     -  US
 PS0732  USGS QUAD   -  HARROLD (2017)
 PS0732
 PS0732                         *CURRENT SURVEY CONTROL
 PS0732  ______________________________________________________________________
 PS0732* NAD 83(1996) POSITION- 44 31 37.31923(N) 099 39 50.41260(W)   ADJUSTED
 PS0732* NAVD 88 ORTHO HEIGHT -   546.6   (meters)     1793.    (feet) VERTCON3
 PS0732  ______________________________________________________________________
 PS0732  GEOID HEIGHT    -        -23.633 (meters)                     GEOID18
 PS0732  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 PS0732  HORZ ORDER      -  THIRD
 PS0732
 PS0732.The horizontal coordinates were established by classical geodetic methods
 PS0732.and adjusted by the National Geodetic Survey in January 1998.
 PS0732
 PS0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0732
 PS0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0732.GEOID18 height accuracy estimate available here.
 PS0732
 PS0732.Click photographs - Photos may exist for this station.
 PS0732
 PS0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0732
 PS0732. The following values were computed from the NAD 83(1996) position.
 PS0732
 PS0732;                    North         East     Units Scale Factor Converg.
 PS0732;SPC SD S     -   243,930.325   653,208.076   MT  1.00003283   +0 27 42.3
 PS0732;SPC SD S     -   800,294.74  2,143,066.83   sFT  1.00003283   +0 27 42.3
 PS0732;UTM  14      - 4,930,626.358   447,237.591   MT  0.99963423   -0 27 56.3
 PS0732
 PS0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0732!SPC SD S     -   0.99991801  x   1.00003283  =   0.99995084
 PS0732!UTM  14      -   0.99991801  x   0.99963423  =   0.99955227
 PS0732
 PS0732:                Primary Azimuth Mark                     Grid Az
 PS0732:SPC SD S     -  HIGHMORE MUNICIPAL TANK                  094 25 46.7
 PS0732:UTM  14      -  HIGHMORE MUNICIPAL TANK                  095 21 25.3
 PS0732
 PS0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4723730626(NAD 83)
 PS0732
 PS0732|---------------------------------------------------------------------|
 PS0732| PID    Reference Object                     Distance      Geod. Az  |
 PS0732|                                                           dddmmss.s |
 PS0732| CO5207 HOLABIRD RM 1                        11.320 METERS 03336     |
 PS0732| AB6176 HOLABIRD 2 RM 3                      17.384 METERS 03823     |
 PS0732| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.17.8 KM 0945329.0 |
 PS0732| PS0736 HOLABIRD 2                            8.664 METERS 15221     |
 PS0732| PS0533 Y 49                                335.562 METERS 17450     |
 PS0732| AB6177 HOLABIRD 2 RM 4                      20.840 METERS 24720     |
 PS0732| PS0733 HARROLD MUNICIPAL TANK              APPROX. 6.0 KM 2640915.6 |
 PS0732| CO5208 HOLABIRD RM 2                        17.798 METERS 27215     |
 PS0732|---------------------------------------------------------------------|
 PS0732
 PS0732                          SUPERSEDED SURVEY CONTROL
 PS0732
 PS0732  NAD 83(1986)-  44 31 37.31589(N)    099 39 50.41947(W) AD(       ) 3
 PS0732  NAD 27      -  44 31 37.38000(N)    099 39 49.00200(W) AD(       ) 3
 PS0732  NGVD 29 (07/19/86)  546.2    (m)         1792.     (f) VERT ANG       
 PS0732
 PS0732.Superseded values are not recommended for survey control.
 PS0732
 PS0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0732.See file dsdata.pdf to determine how the superseded data were derived.
 PS0732
 PS0732_MARKER: DS = TRIANGULATION STATION DISK
 PS0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0732_STAMPING: HOLABIRD 1951
 PS0732_MARK LOGO: CGS
 PS0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0732+STABILITY: SURFACE MOTION
 PS0732
 PS0732  HISTORY     - Date     Condition        Report By
 PS0732  HISTORY     - 1951     MONUMENTED       CGS
 PS0732  HISTORY     - 1970     GOOD             LOCENG
 PS0732  HISTORY     - 1978     GOOD             NGS
 PS0732
 PS0732                          STATION DESCRIPTION
 PS0732
 PS0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0732'THE STATION IS LOCATED ABOUT 4 MILES EAST OF HARROLD AND
 PS0732'3 MILES WEST OF THE SMALL VILLAGE OF HOLABIRD.  IT IS 100
 PS0732'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 14, 65 FEET WEST
 PS0732'OF THE CENTER OF A GRAVEL ROAD, 28 FEET NORTH-NORTHWEST OF A
 PS0732'POWER POLE, 21 FEET EAST OF A COUNTY LINE POST AND 4.5 FEET
 PS0732'WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 PS0732'DISK IS STAMPED HOLABIRD 1951.
 PS0732'
 PS0732'REFERENCE MARK NO. 1 IS 59 FEET NORTH-NORTHEAST OF THE POWER
 PS0732'POLE AND 44 FEET WEST OF THE CENTER OF THE GRAVEL ROAD.  THE
 PS0732'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLABIRD NO 1
 PS0732'1951.
 PS0732'
 PS0732'REFERENCE MARK NO. 2 IS 102 FEET NORTH OF THE CENTER OF THE
 PS0732'HIGHWAY AND 37.5 FEET WEST OF THE COUNTY LINE POST.  THE
 PS0732'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HOLABIRD NO
 PS0732'2 1951.
 PS0732'
 PS0732'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF A DIRT
 PS0732'ROAD, 2 FEET WEST OF A FENCE AND 2 FEET NORTHWEST OF A WITNESS
 PS0732'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0732'HOLABIRD 1951.
 PS0732'
 PS0732'TO REACH THE STATION FROM THE SMALL VILLAGE OF HOLABIRD, FROM
 PS0732'THE POST OFFICE, GO WEST ON U.S. HIGHWAY 14 FOR 3.2 MILES TO
 PS0732'A CROSSROAD.  THE STATION IS IN THE NORTHWEST CORNER OF THE
 PS0732'CROSS-ROADS.
 PS0732'
 PS0732'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 PS0732'DIRT ROAD FOR (CROSS A RAILROAD TRACK) 0.4 MILE TO THE MARK
 PS0732'ON THE LEFT.
 PS0732'
 PS0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0732
 PS0732                          STATION RECOVERY (1970)
 PS0732
 PS0732'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (HGL)
 PS0732'STATION RECOVERED BY E.H. SCHMIDT AND ASSOCIATES INC.
 PS0732'
 PS0732'HOLABIRD-GOOD.  REFERENCE MARK 1-GOOD.  REFERENCE MARK 2-GOOD.
 PS0732'AZ. MK.-GOOD
 PS0732
 PS0732                          STATION RECOVERY (1978)
 PS0732
 PS0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PS0732'STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARKS 1 AND
 PS0732'2 WERE NOT RECOVERED AND BELIEVED DESTROYED BY FARM MACHINERY.
 PS0732'THE AZIMUTH MARK WAS FOUND LEANING AND THE DISK WAS REMOVED AT THIS
 PS0732'TIME.  THE STATION MARK IS IN CULTIVATED FIELD AND FARMER
 PS0732'REQUESTED EITHER MOVE OR LOWER THE MARK, HOLABIRD 2, REFERENCE
 PS0732'MARKS 3 AND 4 WERE EASTABLISHED BENCH MARK Y 49 1934 WAS USED FOR
 PS0732'AZIMUTH MARK.  THE SURFACE MARK FOR HOLABIRD 1934 WAS REMOVED
 PS0732'FROM FIELD AND THE UNDERGROUND MARK WAS LEFT IN PLACE.
 PS0732'
 PS0732'STATION IS LOCATED ABOUT 4 MILES EAST OF HARROLD, ABOUT 3 MILES WEST
 PS0732'OF HOLABIRD, AT THE HUGHES-HYDE COUNTY LINE AND IS ON THE NORTH
 PS0732'RIGHT-OF-WAY OF U.S. HIGHWAY 14, IN EDGE OF CULTIVATED FIELD.
 PS0732'
 PS0732'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF HOLABIRD, GO WEST
 PS0732'ON U.S. HIGHWAY 14 FOR 3.2 MILES TO CROSSROAD, HUGHES-HYDE COUNTY
 PS0732'LINE AND THE STATION ON THE RIGHT AT THE NORTHWEST ANGLE OF
 PS0732'CROSSRODAS.
 PS0732'
 PS0732'STATION MARK IS THE UNDERGROUND MARK SET IN AN IRREGULAR MASS OF
 PS0732'CONCRETE ABOUT 30 INCHES BELOW GROUND, HAS AN OLD RAILROAD SPIKE ON
 PS0732'TOP OF IT, THE DISK IS STAMPED HOLABIRD 1934.  IT IS 100 FEET NORTH
 PS0732'OF CENTER LINE OF U.S. HIGHWAY 14, 65 FEET WEST OF CENTER OF
 PS0732'GRAVEL ROAD AND 28.9 FEET NORTHWEST OF WITNESS POST.
 PS0732'
 PS0732'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 PS0732'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HOLABIRD 2 NO 1978.
 PS0732'IT IS 146 FEET NORTH OF CENTER OF U.S. HIGHWAY 14, 30 FEET WEST OF
 PS0732'CENTER OF GRAVEL ROAD, AND 1.4 FEET SOUTH OF WITNESS POST.
 PS0732'
 PS0732'REFERENCE MARK 4 IS A STANDARD DISK SET IN TOP OF 12 INCH ROUND
 PS0732'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HOLABIRD 2
 PS0732'NO 4 1978.  IT IS 129 FEET WEST OF CENTER OF GRAVEL ROAD, 75 FEET
 PS0732'NORTH OF CENTER OF U.S. HIGHWAY 14 AND 1.4 FEET EAST OF WITNESS
 PS0732'POST.
 PS0732'
 PS0732'Y 49 1934 (AZ.MK) IS A STANDARD DISK SET IN TOP OF 12 INCH SQUARE
 PS0732'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS
 PS0732'STAMPED Y 49 1934.  IT IS 88.5 FEET NORTH OF THE NORTH RAIL OF
 PS0732'RAILROAD TRACK, 37 FEET EAST OF CENTER OF GRAVEL ROAD AND 1.2 FEET
 PS0732'NORTH OF WITNESS POST.
 PS0732'
 PS0732'TO REACH Y 49 (AZ.MK) FROM STATION, GO SOUTH ON GRAVEL ROAD FOR
 PS0732'0.2 MILE TO MARK ON LEFT, JUST BEFORE REACHING RAILROAD TRACKS.
 PS0732'
 PS0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 PS0732'HOLABIRD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0736 ***********************************************************************
 PS0736  DESIGNATION -  HOLABIRD 2
 PS0736  PID         -  PS0736
 PS0736  STATE/COUNTY-  SD/HUGHES
 PS0736  COUNTRY     -  US
 PS0736  USGS QUAD   -  HARROLD (2017)
 PS0736
 PS0736                         *CURRENT SURVEY CONTROL
 PS0736  ______________________________________________________________________
 PS0736* NAD 83(1996) POSITION- 44 31 37.07058(N) 099 39 50.23056(W)   NO CHECK
 PS0736* NAD 83(1996) ELLIP HT-   522.807 (meters)        (01/23/98)   NO CHECK
 PS0736* NAVD 88 ORTHO HEIGHT -   546.446 (meters)     1792.80  (feet) ADJUSTED
 PS0736  ______________________________________________________________________
 PS0736  GEOID HEIGHT    -        -23.633 (meters)                     GEOID18
 PS0736  NAD 83(1996) X  -   -764,640.906 (meters)                     COMP
 PS0736  NAD 83(1996) Y  - -4,490,341.857 (meters)                     COMP
 PS0736  NAD 83(1996) Z  -  4,450,391.428 (meters)                     COMP
 PS0736  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 PS0736  DYNAMIC HEIGHT  -        546.337 (meters)     1792.44  (feet) COMP
 PS0736  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 PS0736
 PS0736  HORZ ORDER      -  THIRD
 PS0736  VERT ORDER      -  FIRST     CLASS II
 PS0736  ELLP ORDER      -  FOURTH    CLASS I
 PS0736
 PS0736.The horizontal coordinates were established by classical geodetic methods
 PS0736.and adjusted by the National Geodetic Survey in January 1998.
 PS0736
 PS0736.No horizontal observational check was made to the station.
 PS0736
 PS0736.The orthometric height was determined by differential leveling and
 PS0736.adjusted by the NATIONAL GEODETIC SURVEY
 PS0736.in October 1997.
 PS0736
 PS0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0736.GEOID18 height accuracy estimate available here.
 PS0736
 PS0736.Click photographs - Photos may exist for this station.
 PS0736
 PS0736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0736
 PS0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0736
 PS0736.The ellipsoidal height was determined by GPS observations
 PS0736.and is referenced to NAD 83.
 PS0736
 PS0736.The dynamic height is computed by dividing the NAVD 88
 PS0736.geopotential number by the normal gravity value computed on the
 PS0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0736.degrees latitude (g = 980.6199 gals.).
 PS0736
 PS0736.The modeled gravity was interpolated from observed gravity values.
 PS0736
 PS0736. The following values were computed from the NAD 83(1996) position.
 PS0736
 PS0736;                    North         East     Units Scale Factor Converg.
 PS0736;SPC SD S     -   243,922.682   653,212.158   MT  1.00003281   +0 27 42.4
 PS0736;SPC SD S     -   800,269.67  2,143,080.22   sFT  1.00003281   +0 27 42.4
 PS0736;UTM  14      - 4,930,618.653   447,241.547   MT  0.99963423   -0 27 56.2
 PS0736
 PS0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0736!SPC SD S     -   0.99991803  x   1.00003281  =   0.99995084
 PS0736!UTM  14      -   0.99991803  x   0.99963423  =   0.99955229
 PS0736
 PS0736:                Primary Azimuth Mark                     Grid Az
 PS0736:SPC SD S     -  HARROLD MUNICIPAL TANK                   263 46 10.2
 PS0736:UTM  14      -  HARROLD MUNICIPAL TANK                   264 41 48.8
 PS0736
 PS0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4724130618(NAD 83)
 PS0736
 PS0736|---------------------------------------------------------------------|
 PS0736| PID    Reference Object                     Distance      Geod. Az  |
 PS0736|                                                           dddmmss.s |
 PS0736| AB6176 HOLABIRD 2 RM 3                      22.358 METERS 01738     |
 PS0736| PS0533 Y 49                                327.572 METERS 17525     |
 PS0736| PS0733 HARROLD MUNICIPAL TANK              APPROX. 6.0 KM 2641352.6 |
 PS0736| AB6177 HOLABIRD 2 RM 4                      23.258 METERS 26909     |
 PS0736| PS0732 HOLABIRD                              8.664 METERS 33221     |
 PS0736|---------------------------------------------------------------------|
 PS0736
 PS0736                          SUPERSEDED SURVEY CONTROL
 PS0736
 PS0736  NAD 83(1986)-  44 31 37.06729(N)    099 39 50.23745(W) AD(       ) 3
 PS0736  NAD 27      -  44 31 37.13136(N)    099 39 48.81993(W) AD(       ) 3
 PS0736  NGVD 29 (07/19/86)  545.7    (m)         1790.     (f) VERT ANG       
 PS0736
 PS0736.Superseded values are not recommended for survey control.
 PS0736
 PS0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0736.See file dsdata.pdf to determine how the superseded data were derived.
 PS0736
 PS0736_MARKER: DH = HORIZONTAL CONTROL DISK
 PS0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0736_STAMPING: HOLABIRD 2 1978
 PS0736_MARK LOGO: NGS
 PS0736_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0736+STABILITY: SURFACE MOTION
 PS0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0736+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2017
 PS0736
 PS0736  HISTORY     - Date     Condition        Report By
 PS0736  HISTORY     - 1978     MONUMENTED       NGS
 PS0736  HISTORY     - 1978     GOOD             NGS
 PS0736  HISTORY     - 19910826 GOOD             NGS
 PS0736  HISTORY     - 19941129 GOOD             NGS
 PS0736  HISTORY     - 20171101 GOOD             SDDT
 PS0736
 PS0736                          STATION DESCRIPTION
 PS0736
 PS0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PS0736'STATION IS LOCATED ABOUT 4 MILES EAST OF HARROLD, ABOUT 3 MILES
 PS0736'WEST OF HOLABIRD, AT THE HUGHES-HYDE COUNTY LINE AND IS ON THE
 PS0736'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 14.
 PS0736'
 PS0736'TO REACH THE STATION FROM THE POST OFFICE IN HOLABIRD, GO WEST
 PS0736'ON U.S. HIGHWAY 14 FOR 3.2 MILES TO HUGHES-HYDE COUNTY LINE,
 PS0736'CROSSROAD AND THE STATION ON RIGHT AT THE NORTHWEST ANGLE OF
 PS0736'CROSSROADS.
 PS0736'
 PS0736'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 PS0736'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HOLABIRD 2 1978.
 PS0736'IT IS 76 FEET NORTH OF CENTER OF U.S. HIGHWAY 14, 53 FEET WEST OF
 PS0736'CENTER OF A GRAVEL ROAD, 49 FEET NORTH-NORTHEAST OF SIGN HUGHES
 PS0736'COUNTY, 2.0 FEET WEST OF WITNESS POST.
 PS0736'
 PS0736'REFERENCE MARK 3 IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 PS0736'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED HOLABIRD 2 NO 3
 PS0736'1978.  IT IS 146 FEET NORTH OF CENTER OF U.S. HIGHWAY 14, 30 FEET
 PS0736'WEST OF THE CENTER OF GRAVEL ROAD AND 1.4 FEET SOUTH OF WITNESS
 PS0736'POST.
 PS0736'
 PS0736'REFERENCE MARK 4 A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 PS0736'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HOLABIRD 2
 PS0736'NO 4 1978.  IT IS 129 FEET WEST OF CENTER OF GRAVEL ROAD, 75 FEET
 PS0736'NORTH OF CENTER OF U.S. HIGHWAY 14 AND 1.4 FEET EAST OF WITNESS
 PS0736'POST.
 PS0736'
 PS0736'Y 49 (AZ.MK) IS A STANDARD BENCH MARK DISK SET IN TOP OF A 12 INCH
 PS0736'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND
 PS0736'AND IS STAMPED Y 49 1934.  IT IS 88.5 FEET NORTH OF THE NORTH RAIL
 PS0736'OF RAILROAD TRACK, 37 FEET EAST OF CENTER OF CENTER OF GRAVEL ROAD
 PS0736'AND 1.2 FEET NORTH OF WITNESS POST.
 PS0736'
 PS0736'TO REACH Y 49 AZ.MK) FROM STATION, GO SOUTH ON GRAVEL ROAD FOR 0.2
 PS0736'MILE TO MARK ON THE LEFT.
 PS0736'
 PS0736'STATION HOLABIRD 1934, UNDERGROUND MARK IS A STANDARD DISK SET
 PS0736'AN IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES BELOW GROUND IN
 PS0736'EDGE OF A CULTIVATED FIELD AND IS STAMPED HOLABIRD 1934.  IT IS
 PS0736'100 FEET NORTH OF CENTER OF U.S. HIGHWAY 14, 65 FEET WEST OF
 PS0736'CENTER OF GRAVEL ROAD AND 28.9 FEET NORTHWEST OF WITNESS POST.
 PS0736'
 PS0736'NEAREST TOWN--HOLABIRD.
 PS0736
 PS0736                          STATION RECOVERY (1978)
 PS0736
 PS0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PS0736'RECOVERED IN GOOD CONDITION.
 PS0736
 PS0736                          STATION RECOVERY (1991)
 PS0736
 PS0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PS0736'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) WEST OF HOLABIRD, 5.9 KM
 PS0736'(3.7 MI) EAST OF HAROLD, AT THE HUGHES-HYDE COUNTY LINE AND IN THE
 PS0736'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 14 NEAR MILEPOST 267.
 PS0736'OWNERSHIP--SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 PS0736'TO REACH THE STATION FROM THE U.S. POST OFFICE, LOCATED IN THE RED
 PS0736'PAINTED STORE BUILDING ON THE SOUTH SIDE OF U.S. HIGHWAY 14 AT THE
 PS0736'NORTH SIDE OF HOLABIRD, GO WEST ON HIGHWAY 14 FOR 5.1 KM (3.2 MI) TO
 PS0736'THE STATION ON THE RIGHT IN THE NORTHWEST QUADRANT OF THE
 PS0736'INTERSECTION OF A GRAVEL CROSSROAD AT THE COUNTY LINE.
 PS0736'THE STATION IS LOCATED 23.0 M (75.5 FT) NORTH FROM THE CENTER OF THE
 PS0736'HIGHWAY, 16.7 M (54.8 FT)  WEST FROM THE CENTER OF THE GRAVEL ROAD,
 PS0736'1.55 M (5.09 FT) EAST-NORTHEAST FROM AN 0.8 METER TALL TELEPHONE POLE
 PS0736'MARKING AN UNDERGROUND TELEPHONE CABLE, 0.6 M (2.0 FT) WEST-SOUTHWEST
 PS0736'FROM A METAL WITNESS POST AND RECESSED 5 CM BELOW GROUND.
 PS0736
 PS0736                          STATION RECOVERY (1994)
 PS0736
 PS0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0736'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0736'STATE HIGHWAY 47 IN HIGHMORE, 23.3 M (76.4 FT) EAST OF REFERENCE MARK
 PS0736'4, 22.9 M (75.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.4 M (73.5 FT)
 PS0736'SOUTH OF REFERENCE MARK 3, 16.1 M (52.8 FT) WEST OF THE CENTER OF A
 PS0736'GRAVELED ROAD, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 PS0736'(2.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PS0736'GROUND SURFACE.
 PS0736
 PS0736                          STATION RECOVERY (2017)
 PS0736
 PS0736'RECOVERY NOTE BY SD DEPT OF TRANSP 2017 (TJ)
 PS0736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6176 ***********************************************************************
 AB6176  DESIGNATION -  HOLABIRD 2 RM 3
 AB6176  PID         -  AB6176
 AB6176  STATE/COUNTY-  SD/HUGHES
 AB6176  COUNTRY     -  US
 AB6176  USGS QUAD   -  HARROLD (2017)
 AB6176
 AB6176                         *CURRENT SURVEY CONTROL
 AB6176  ______________________________________________________________________
 AB6176* NAD 83(1986) POSITION- 44 31 37.76   (N) 099 39 49.92   (W)   HD_HELD1
 AB6176* NAVD 88 ORTHO HEIGHT -   546.419 (meters)     1792.71  (feet) ADJUSTED
 AB6176  ______________________________________________________________________
 AB6176  GEOID HEIGHT    -        -23.632 (meters)                     GEOID18
 AB6176  DYNAMIC HEIGHT  -        546.311 (meters)     1792.36  (feet) COMP
 AB6176  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 AB6176
 AB6176  VERT ORDER      -  FIRST     CLASS II
 AB6176
 AB6176.The horizontal coordinates were determined by differentially corrected
 AB6176.hand held GPS observations or other comparable positioning techniques
 AB6176.and have an estimated accuracy of +/- 3 meters.
 AB6176
 AB6176.The orthometric height was determined by differential leveling and
 AB6176.adjusted by the NATIONAL GEODETIC SURVEY
 AB6176.in October 1997.
 AB6176
 AB6176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6176.GEOID18 height accuracy estimate available here.
 AB6176
 AB6176.Click photographs - Photos may exist for this station.
 AB6176
 AB6176.The dynamic height is computed by dividing the NAVD 88
 AB6176.geopotential number by the normal gravity value computed on the
 AB6176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6176.degrees latitude (g = 980.6199 gals.).
 AB6176
 AB6176.The modeled gravity was interpolated from observed gravity values.
 AB6176
 AB6176;                    North         East    Units  Estimated Accuracy
 AB6176;SPC SD S     -   243,944.0     653,218.8     MT  (+/- 3 meters HH1 GPS) 
 AB6176
 AB6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4724830639(NAD 83)
 AB6176
 AB6176                          SUPERSEDED SURVEY CONTROL
 AB6176
 AB6176.No superseded survey control is available for this station.
 AB6176
 AB6176_MARKER: DR = REFERENCE MARK DISK
 AB6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6176_STAMPING: HOLABIRD 2 NO 3 1978
 AB6176_MARK LOGO: NGS
 AB6176_PROJECTION: RECESSED 10 CENTIMETERS
 AB6176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6176+STABILITY: SURFACE MOTION
 AB6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6176+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB6176
 AB6176  HISTORY     - Date     Condition        Report By
 AB6176  HISTORY     - 1978     MONUMENTED       NGS
 AB6176  HISTORY     - 19941129 GOOD             NGS
 AB6176  HISTORY     - 20120514 GOOD             INDIV
 AB6176
 AB6176                          STATION DESCRIPTION
 AB6176
 AB6176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6176'17.6 KM (10.95 MI) ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF STATE
 AB6176'HIGHWAY 47 IN HIGHMORE, 45.3 M (148.6 FT) NORTH OF THE HIGHWAY
 AB6176'CENTERLINE, 37.4 M (122.7 FT) NORTHEAST OF REFERENCE MARK 4, 22.4 M
 AB6176'(73.5 FT) NORTH OF TRIANGULATION STATION HOLABIRD 2, 9.3 M (30.5 FT)
 AB6176'WEST OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL
 AB6176'OF THE ROAD, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AB6176'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AB6176
 AB6176                          STATION RECOVERY (2012)
 AB6176
 AB6176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6177 ***********************************************************************
 AB6177  DESIGNATION -  HOLABIRD 2 RM 4
 AB6177  PID         -  AB6177
 AB6177  STATE/COUNTY-  SD/HUGHES
 AB6177  COUNTRY     -  US
 AB6177  USGS QUAD   -  HARROLD (2017)
 AB6177
 AB6177                         *CURRENT SURVEY CONTROL
 AB6177  ______________________________________________________________________
 AB6177* NAD 83(1986) POSITION- 44 31 37.06   (N) 099 39 51.28   (W)   HD_HELD1
 AB6177* NAVD 88 ORTHO HEIGHT -   546.427 (meters)     1792.74  (feet) ADJUSTED
 AB6177  ______________________________________________________________________
 AB6177  GEOID HEIGHT    -        -23.632 (meters)                     GEOID18
 AB6177  DYNAMIC HEIGHT  -        546.319 (meters)     1792.38  (feet) COMP
 AB6177  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 AB6177
 AB6177  VERT ORDER      -  FIRST     CLASS II
 AB6177
 AB6177.The horizontal coordinates were determined by differentially corrected
 AB6177.hand held GPS observations or other comparable positioning techniques
 AB6177.and have an estimated accuracy of +/- 3 meters.
 AB6177
 AB6177.The orthometric height was determined by differential leveling and
 AB6177.adjusted by the NATIONAL GEODETIC SURVEY
 AB6177.in October 1997.
 AB6177
 AB6177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6177.GEOID18 height accuracy estimate available here.
 AB6177
 AB6177.Click photographs - Photos may exist for this station.
 AB6177
 AB6177.The dynamic height is computed by dividing the NAVD 88
 AB6177.geopotential number by the normal gravity value computed on the
 AB6177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6177.degrees latitude (g = 980.6199 gals.).
 AB6177
 AB6177.The modeled gravity was interpolated from observed gravity values.
 AB6177
 AB6177;                    North         East    Units  Estimated Accuracy
 AB6177;SPC SD S     -   243,922.2     653,189.0     MT  (+/- 3 meters HH1 GPS) 
 AB6177
 AB6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4721830618(NAD 83)
 AB6177
 AB6177                          SUPERSEDED SURVEY CONTROL
 AB6177
 AB6177.No superseded survey control is available for this station.
 AB6177
 AB6177_MARKER: DR = REFERENCE MARK DISK
 AB6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6177_STAMPING: HOLABIRD 2 NO 4 1978
 AB6177_MARK LOGO: NGS
 AB6177_PROJECTION: RECESSED 10 CENTIMETERS
 AB6177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6177+STABILITY: SURFACE MOTION
 AB6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6177+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB6177
 AB6177  HISTORY     - Date     Condition        Report By
 AB6177  HISTORY     - 1978     MONUMENTED       NGS
 AB6177  HISTORY     - 19941129 GOOD             NGS
 AB6177  HISTORY     - 20120514 GOOD             INDIV
 AB6177
 AB6177                          STATION DESCRIPTION
 AB6177
 AB6177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6177'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB6177'STATE HIGHWAY 47 IN HIGHMORE, 38.3 M (125.7 FT) WEST OF THE CENTER OF
 AB6177'A GRAVELED ROAD, 37.4 M (122.7 FT) SOUTHWEST OF REFERENCE MARK 3, 23.3
 AB6177'M (76.4 FT) SOUTHWEST OF TRIANGULATION STATION HOLABIRD 2, 22.5 M
 AB6177'(73.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) BELOW THE
 AB6177'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND THE
 AB6177'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AB6177
 AB6177                          STATION RECOVERY (2012)
 AB6177
 AB6177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0436 ***********************************************************************
 QQ0436  DESIGNATION -  HOLMQUIST
 QQ0436  PID         -  QQ0436
 QQ0436  STATE/COUNTY-  SD/DAY
 QQ0436  COUNTRY     -  US
 QQ0436  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0436
 QQ0436                         *CURRENT SURVEY CONTROL
 QQ0436  ______________________________________________________________________
 QQ0436* NAD 83(1996) POSITION- 45 19 27.72836(N) 097 38 34.76743(W)   ADJUSTED
 QQ0436* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 QQ0436  ______________________________________________________________________
 QQ0436  GEOID HEIGHT    -        -24.900 (meters)                     GEOID18
 QQ0436  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 QQ0436  HORZ ORDER      -  FIRST
 QQ0436
 QQ0436.The horizontal coordinates were established by classical geodetic methods
 QQ0436.and adjusted by the National Geodetic Survey in January 1998.
 QQ0436
 QQ0436.The orthometric height was scaled from a topographic map.
 QQ0436
 QQ0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0436.GEOID18 height accuracy estimate available here.
 QQ0436
 QQ0436.Click photographs - Photos may exist for this station.
 QQ0436
 QQ0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0436
 QQ0436. The following values were computed from the NAD 83(1996) position.
 QQ0436
 QQ0436;                    North         East     Units Scale Factor Converg.
 QQ0436;SPC SD N     -   168,379.042   784,755.873   MT  0.99995046   +1 40 05.3
 QQ0436;SPC SD N     -   552,423.57  2,574,653.23   sFT  0.99995046   +1 40 05.3
 QQ0436;UTM  14      - 5,019,880.342   606,347.790   MT  0.99973906   +0 57 54.2
 QQ0436
 QQ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0436!SPC SD N     -   0.99992030  x   0.99995046  =   0.99987076
 QQ0436!UTM  14      -   0.99992030  x   0.99973906  =   0.99965938
 QQ0436
 QQ0436:                Primary Azimuth Mark                     Grid Az
 QQ0436:SPC SD N     -  HOLMQUIST AZ MK                          292 22 43.7
 QQ0436:UTM  14      -  HOLMQUIST AZ MK                          293 04 54.8
 QQ0436
 QQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0634719880(NAD 83)
 QQ0436
 QQ0436|---------------------------------------------------------------------|
 QQ0436| PID    Reference Object                     Distance      Geod. Az  |
 QQ0436|                                                           dddmmss.s |
 QQ0436| CO5617 HOLMQUIST RM 1                       22.734 METERS 00207     |
 QQ0436| QQ0434 WEBSTER STATE RAD COMMUN TWR        APPROX. 9.4 KM 0780058.9 |
 QQ0436| QQ0431 WEBSTER WATER WORKS TANK            APPROX. 9.8 KM 0823324.5 |
 QQ0436| CO5618 HOLMQUIST RM 2                       21.594 METERS 17825     |
 QQ0436| CO5616 HOLMQUIST AZ MK                                    2940249.0 |
 QQ0436|---------------------------------------------------------------------|
 QQ0436
 QQ0436                          SUPERSEDED SURVEY CONTROL
 QQ0436
 QQ0436  NAD 83(1986)-  45 19 27.72720(N)    097 38 34.75313(W) AD(       ) 1
 QQ0436  NAD 27      -  45 19 27.88472(N)    097 38 33.42487(W) AD(       ) 1
 QQ0436
 QQ0436.Superseded values are not recommended for survey control.
 QQ0436
 QQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0436.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0436
 QQ0436_MARKER: DS = TRIANGULATION STATION DISK
 QQ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0436_STAMPING: HOLMQUIST 1952
 QQ0436_MARK LOGO: CGS
 QQ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0436+STABILITY: SURFACE MOTION
 QQ0436
 QQ0436  HISTORY     - Date     Condition        Report By
 QQ0436  HISTORY     - 1952     MONUMENTED       CGS
 QQ0436
 QQ0436                          STATION DESCRIPTION
 QQ0436
 QQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0436'THE STATION IS ABOUT 1 MILE SOUTH AND 1/2 MILE EAST OF HOLMQUIST,
 QQ0436'0.15 MILE SOUTH OF THE CENTER OF THE NORTH SIDE OF SEC. 2, T 121
 QQ0436'N, R 57 W, 8 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST
 QQ0436'AND 4 FEET WEST OF A FENCE.
 QQ0436'
 QQ0436'TO REACH THE STATION FROM THE CROSSROADS ON U.S. HIGHWAY 12 AT
 QQ0436'THE NORTH EDGE OF HOLMQUIST, GO SOUTH ON A GRAVELED ROAD 1.0
 QQ0436'MILE TO A CROSSROADS, TURN LEFT AND GO EAST 0.15 MILE TO THE
 QQ0436'AZIMUTH MARK ON THE LEFT, CONTINUE EAST 0.35 MILE TO A FENCE
 QQ0436'CORNER, TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF A FENCE
 QQ0436'FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 QQ0436'
 QQ0436'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QQ0436'HOLMQUIST 1952.
 QQ0436'
 QQ0436'REFERENCE MARK 1 IS 66 FEET NORTH OF THE WITNESS POST AND 1
 QQ0436'FOOT WEST OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 QQ0436'IS STAMPED HOLMQUIST NO 1 1952.
 QQ0436'
 QQ0436'REFERENCE MARK 2 IS 78 FEET SOUTH OF THE WITNESS POST AND 1 FOOT
 QQ0436'WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QQ0436'STAMPED HOLMQUIST NO 2 1952.
 QQ0436'
 QQ0436'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF THE ROAD, 3
 QQ0436'FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT SOUTH
 QQ0436'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0436'HOLMQUIST 1952.
 QQ0436'
 QQ0436'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1130 ***********************************************************************
 PU1130  DESIGNATION -  HOLST
 PU1130  PID         -  PU1130
 PU1130  STATE/COUNTY-  SD/MEADE
 PU1130  COUNTRY     -  US
 PU1130  USGS QUAD   -  VALE (2017)
 PU1130
 PU1130                         *CURRENT SURVEY CONTROL
 PU1130  ______________________________________________________________________
 PU1130* NAD 83(1986) POSITION- 44 34 54.     (N) 103 26 01.     (W)   SCALED
 PU1130* NAVD 88 ORTHO HEIGHT -   873.905 (meters)     2867.14  (feet) ADJUSTED
 PU1130  ______________________________________________________________________
 PU1130  GEOID HEIGHT    -        -16.167 (meters)                     GEOID18
 PU1130  DYNAMIC HEIGHT  -        873.663 (meters)     2866.34  (feet) COMP
 PU1130  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PU1130
 PU1130  VERT ORDER      -  SECOND    CLASS 0
 PU1130
 PU1130.The horizontal coordinates were scaled from a map and have
 PU1130.an estimated accuracy of +/- 6 seconds.
 PU1130
 PU1130.The orthometric height was determined by differential leveling and
 PU1130.adjusted by the NATIONAL GEODETIC SURVEY
 PU1130.in June 1991.
 PU1130
 PU1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1130.GEOID18 height accuracy estimate available here.
 PU1130
 PU1130.Click photographs - Photos may exist for this station.
 PU1130
 PU1130.The dynamic height is computed by dividing the NAVD 88
 PU1130.geopotential number by the normal gravity value computed on the
 PU1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1130.degrees latitude (g = 980.6199 gals.).
 PU1130
 PU1130.The modeled gravity was interpolated from observed gravity values.
 PU1130
 PU1130;                    North         East    Units  Estimated Accuracy
 PU1130;SPC SD N     -    88,940.      327,400.      MT  (+/- 180 meters Scaled)
 PU1130
 PU1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK243376(NAD 83)
 PU1130
 PU1130                          SUPERSEDED SURVEY CONTROL
 PU1130
 PU1130  NGVD 29 (??/??/92)  873.412  (m)         2865.52   (f) ADJ UNCH    2 0
 PU1130
 PU1130.Superseded values are not recommended for survey control.
 PU1130
 PU1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1130.See file dsdata.pdf to determine how the superseded data were derived.
 PU1130
 PU1130_MARKER: DS = TRIANGULATION STATION DISK
 PU1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1130_STAMPING: HOLST 1962
 PU1130_MARK LOGO: CGS
 PU1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1130+STABILITY: SURFACE MOTION
 PU1130
 PU1130  HISTORY     - Date     Condition        Report By
 PU1130  HISTORY     - 1962     MONUMENTED       CGS
 PU1130
 PU1130                          STATION DESCRIPTION
 PU1130
 PU1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1130'4 MI S FROM VALE.
 PU1130'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1130'THENCE 2.75 MILES SOUTH ALONG STATE HIGHWAY 79, ON THE TOP
 PU1130'OF A SMALL KNOLL, ON THE INSIDE OF AN OFFSET IN THE FENCE LINE,
 PU1130'101 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 137 1/2
 PU1130'FEET NORTH OF THE NORTHWEST END OF A PIPE CULVERT, 40.3 FEET
 PU1130'WEST-SOUTHWEST OF REFERENCE MARK 1, 44.5 FEET NORTH-NORTHEAST
 PU1130'OF REFERENCE MARK 2, 6.8 FEET NORTHEAST OF A WITNESS POST, 3.0
 PU1130'FEET SOUTHEAST OF A FENCE, 5 FEET EAST OF A FENCE CORNER POST,
 PU1130'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY AND IN THE TOP OF A
 PU1130'CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1129 ***********************************************************************
 PU1129  DESIGNATION -  HOLST RM 1
 PU1129  PID         -  PU1129
 PU1129  STATE/COUNTY-  SD/MEADE
 PU1129  COUNTRY     -  US
 PU1129  USGS QUAD   -  VALE (2017)
 PU1129
 PU1129                         *CURRENT SURVEY CONTROL
 PU1129  ______________________________________________________________________
 PU1129* NAD 83(1986) POSITION- 44 34 54.     (N) 103 26 01.     (W)   SCALED
 PU1129* NAVD 88 ORTHO HEIGHT -   873.793 (meters)     2866.77  (feet) ADJUSTED
 PU1129  ______________________________________________________________________
 PU1129  GEOID HEIGHT    -        -16.167 (meters)                     GEOID18
 PU1129  DYNAMIC HEIGHT  -        873.551 (meters)     2865.98  (feet) COMP
 PU1129  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PU1129
 PU1129  VERT ORDER      -  SECOND    CLASS 0
 PU1129
 PU1129.The horizontal coordinates were scaled from a map and have
 PU1129.an estimated accuracy of +/- 6 seconds.
 PU1129
 PU1129.The orthometric height was determined by differential leveling and
 PU1129.adjusted by the NATIONAL GEODETIC SURVEY
 PU1129.in June 1991.
 PU1129
 PU1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1129.GEOID18 height accuracy estimate available here.
 PU1129
 PU1129.Click photographs - Photos may exist for this station.
 PU1129
 PU1129.The dynamic height is computed by dividing the NAVD 88
 PU1129.geopotential number by the normal gravity value computed on the
 PU1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1129.degrees latitude (g = 980.6199 gals.).
 PU1129
 PU1129.The modeled gravity was interpolated from observed gravity values.
 PU1129
 PU1129;                    North         East    Units  Estimated Accuracy
 PU1129;SPC SD N     -    88,940.      327,400.      MT  (+/- 180 meters Scaled)
 PU1129
 PU1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK243376(NAD 83)
 PU1129
 PU1129                          SUPERSEDED SURVEY CONTROL
 PU1129
 PU1129  NGVD 29 (??/??/92)  873.299  (m)         2865.15   (f) ADJ UNCH    2 0
 PU1129
 PU1129.Superseded values are not recommended for survey control.
 PU1129
 PU1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1129.See file dsdata.pdf to determine how the superseded data were derived.
 PU1129
 PU1129_MARKER: DR = REFERENCE MARK DISK
 PU1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1129_STAMPING: HOLST NO 1 1962
 PU1129_MARK LOGO: CGS
 PU1129_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1129+STABILITY: SURFACE MOTION
 PU1129
 PU1129  HISTORY     - Date     Condition        Report By
 PU1129  HISTORY     - 1962     MONUMENTED       CGS
 PU1129
 PU1129                          STATION DESCRIPTION
 PU1129
 PU1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1129'4 MI S FROM VALE.
 PU1129'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1129'THENCE 2.75 MILES SOUTH ALONG STATE HIGHWAY 79, ON TOP OF A
 PU1129'SMALL KNOLL, ON THE INSIDE OF AN OFFSET IN THE FENCE LINE,
 PU1129'97 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40.3
 PU1129'FEET EAST-NORTHEAST OF THE STATION, 0.8 FEET SOUTHEAST OF A
 PU1129'FENCE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY AND IN THE TOP
 PU1129'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1131 ***********************************************************************
 PU1131  DESIGNATION -  HOLST RM 2
 PU1131  PID         -  PU1131
 PU1131  STATE/COUNTY-  SD/MEADE
 PU1131  COUNTRY     -  US
 PU1131  USGS QUAD   -  VALE (2017)
 PU1131
 PU1131                         *CURRENT SURVEY CONTROL
 PU1131  ______________________________________________________________________
 PU1131* NAD 83(1986) POSITION- 44 34 54.     (N) 103 26 00.     (W)   SCALED
 PU1131* NAVD 88 ORTHO HEIGHT -   872.673 (meters)     2863.09  (feet) ADJUSTED
 PU1131  ______________________________________________________________________
 PU1131  GEOID HEIGHT    -        -16.168 (meters)                     GEOID18
 PU1131  DYNAMIC HEIGHT  -        872.431 (meters)     2862.30  (feet) COMP
 PU1131  MODELED GRAVITY -    980,311.2   (mgal)                       NAVD 88
 PU1131
 PU1131  VERT ORDER      -  SECOND    CLASS 0
 PU1131
 PU1131.The horizontal coordinates were scaled from a map and have
 PU1131.an estimated accuracy of +/- 6 seconds.
 PU1131
 PU1131.The orthometric height was determined by differential leveling and
 PU1131.adjusted by the NATIONAL GEODETIC SURVEY
 PU1131.in June 1991.
 PU1131
 PU1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1131.GEOID18 height accuracy estimate available here.
 PU1131
 PU1131.Click photographs - Photos may exist for this station.
 PU1131
 PU1131.The dynamic height is computed by dividing the NAVD 88
 PU1131.geopotential number by the normal gravity value computed on the
 PU1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1131.degrees latitude (g = 980.6199 gals.).
 PU1131
 PU1131.The modeled gravity was interpolated from observed gravity values.
 PU1131
 PU1131;                    North         East    Units  Estimated Accuracy
 PU1131;SPC SD N     -    88,940.      327,420.      MT  (+/- 180 meters Scaled)
 PU1131
 PU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK243376(NAD 83)
 PU1131
 PU1131                          SUPERSEDED SURVEY CONTROL
 PU1131
 PU1131  NGVD 29 (??/??/92)  872.179  (m)         2861.47   (f) ADJ UNCH    2 0
 PU1131
 PU1131.Superseded values are not recommended for survey control.
 PU1131
 PU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1131.See file dsdata.pdf to determine how the superseded data were derived.
 PU1131
 PU1131_MARKER: DR = REFERENCE MARK DISK
 PU1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1131_STAMPING: HOLST NO 2 1962
 PU1131_MARK LOGO: CGS
 PU1131_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1131+STABILITY: SURFACE MOTION
 PU1131
 PU1131  HISTORY     - Date     Condition        Report By
 PU1131  HISTORY     - 1962     MONUMENTED       CGS
 PU1131
 PU1131                          STATION DESCRIPTION
 PU1131
 PU1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1131'4 MI S FROM VALE.
 PU1131'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1131'2.75 MILES SOUTH ALONG STATE HIGHWAY 79, ON TOP OF A SMALL
 PU1131'KNOLL, AT THE SOUTH END OF AN OFFSET IN THE FENCE LINE, 78 1/2
 PU1131'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 93 FEET NORTH
 PU1131'OF THE NORTHWEST END OF A CONCRETE PIPE CULVERT, 44.5 FEET
 PU1131'SOUTH-SOUTHWEST OF THE STATION, 13 1/2 FEET NORTHEAST OF A WIRE
 PU1131'GATE, 1.5 FEET EAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 PU1131'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0936 ***********************************************************************
 QS0936  DESIGNATION -  HOMESTEAD
 QS0936  PID         -  QS0936
 QS0936  STATE/COUNTY-  SD/CORSON
 QS0936  COUNTRY     -  US
 QS0936  USGS QUAD   -  COTTONWOOD CREEK SW (2017)
 QS0936
 QS0936                         *CURRENT SURVEY CONTROL
 QS0936  ______________________________________________________________________
 QS0936* NAD 83(1996) POSITION- 45 34 43.22562(N) 101 40 34.59068(W)   ADJUSTED
 QS0936* NAVD 88 ORTHO HEIGHT -   695.    (meters)     2280.    (feet) SCALED
 QS0936  ______________________________________________________________________
 QS0936  GEOID HEIGHT    -        -19.984 (meters)                     GEOID18
 QS0936  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 QS0936  HORZ ORDER      -  SECOND
 QS0936
 QS0936.The horizontal coordinates were established by classical geodetic methods
 QS0936.and adjusted by the National Geodetic Survey in January 1998.
 QS0936
 QS0936.The orthometric height was scaled from a topographic map.
 QS0936
 QS0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0936.GEOID18 height accuracy estimate available here.
 QS0936
 QS0936.Click photographs - Photos may exist for this station.
 QS0936
 QS0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0936
 QS0936. The following values were computed from the NAD 83(1996) position.
 QS0936
 QS0936;                    North         East     Units Scale Factor Converg.
 QS0936;SPC SD N     -   195,306.308   469,179.934   MT  0.99998148   -1 11 10.9
 QS0936;SPC SD N     -   640,767.45  1,539,301.17   sFT  0.99998148   -1 11 10.9
 QS0936;UTM  14      - 5,050,721.047   291,204.011   MT  1.00013602   -1 54 43.6
 QS0936
 QS0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0936!SPC SD N     -   0.99989411  x   0.99998148  =   0.99987560
 QS0936!UTM  14      -   0.99989411  x   1.00013602  =   1.00003012
 QS0936
 QS0936:                Primary Azimuth Mark                     Grid Az
 QS0936:SPC SD N     -  HOMESTEAD AZ MK                          181 03 06.4
 QS0936:UTM  14      -  HOMESTEAD AZ MK                          181 46 39.1
 QS0936
 QS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9120450721(NAD 83)
 QS0936
 QS0936|---------------------------------------------------------------------|
 QS0936| PID    Reference Object                     Distance      Geod. Az  |
 QS0936|                                                           dddmmss.s |
 QS0936| CQ7851 HOMESTEAD RM 2                       10.134 METERS 00650     |
 QS0936| CQ7849 HOMESTEAD AZ MK                                    1795155.5 |
 QS0936| CQ7850 HOMESTEAD RM 1                        8.592 METERS 27414     |
 QS0936|---------------------------------------------------------------------|
 QS0936
 QS0936                          SUPERSEDED SURVEY CONTROL
 QS0936
 QS0936  NAD 83(1986)-  45 34 43.21710(N)    101 40 34.58860(W) AD(       ) 2
 QS0936  NAD 27      -  45 34 43.24300(N)    101 40 33.08500(W) AD(       ) 2
 QS0936
 QS0936.Superseded values are not recommended for survey control.
 QS0936
 QS0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0936.See file dsdata.pdf to determine how the superseded data were derived.
 QS0936
 QS0936_MARKER: DS = TRIANGULATION STATION DISK
 QS0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0936_STAMPING: HOMESTEAD 1952
 QS0936_MARK LOGO: CGS
 QS0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0936+STABILITY: SURFACE MOTION
 QS0936
 QS0936  HISTORY     - Date     Condition        Report By
 QS0936  HISTORY     - 1952     MONUMENTED       CGS
 QS0936
 QS0936                          STATION DESCRIPTION
 QS0936
 QS0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0936'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHEAST OF GLAD
 QS0936'VALLEY, ON THE ROAD RIGHT-OF-WAY, 3-1/2 NORTH OF THE ABANDONED
 QS0936'VILLAGE OF GOPHER, IN THE SOUTHWEST 1/4 OF SECTION 28, T 19 N,
 QS0936'R 20 E, 64 FEET EAST OF THE CENTER OF A DIRT ROAD, 6 FEET
 QS0936'WEST OF A 4 IN X 4 IN WITNESS POST AND A WIRE FENCE, AND ON
 QS0936'THE EAST SLOPE OF A SMALL HILL.
 QS0936'
 QS0936'TO REACH THE STATION FROM THE POST OFFICE IN GLAD VALLEY,
 QS0936'GO NORTH ON A DIRT ROAD FOR 2.1 MILES.  THEN RIGHT, EAST,
 QS0936'FOR 1.1 MILE.  THEN LEFT, NORTH FOR 1.05 MILE.  THEN RIGHT,
 QS0936'EAST FOR 2.05 MILES.  THEN LEFT, NORTH FOR 1.0 MILE.  THEN
 QS0936'RIGHT, EAST FOR 2.1 MILES.  THEN LEFT, NORTH, FOR 5.65 MILES
 QS0936'TO THE ABANDONED VILLAGE OF GOPHER.  CONTINUE NORTH ON A GRADED
 QS0936'DIRT ROAD FOR 3.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 QS0936'CONTINUE NORTH FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 QS0936'
 QS0936'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0936'HOMESTEAD 1952.
 QS0936'
 QS0936'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTER OF THE
 QS0936'ROAD, AND 34 FEET WEST OF THE WIRE FENCE.  IT PROJECTS 6
 QS0936'INCHES, AND THE DISK IS STAMPED HOMESTEAD NO 1 1952.
 QS0936'
 QS0936'REFERENCE MARK NO. 2 IS 67 FEET EAST OF THE CENTER OF THE ROAD,
 QS0936'AND 3 FEET WEST OF THE WIRE FENCE.  IT PROJECTS 6 INCHES, AND
 QS0936'THE DISK IS STAMPED HOMESTEAD NO 2 1952.
 QS0936'
 QS0936'THE AZIMUTH MARK IS ABOUT 200 FEET EAST OF AN OLD, UNPAINTED,
 QS0936'ABANDONED CHURCH BUILDING, 59 FEET EAST OF THE CENTER OF THE
 QS0936'DIRT ROAD, 4.5 FEET NORTHWEST OF A 4 IN X 4 IN WITNESS POST,
 QS0936'AND 4 FEET WEST OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND
 QS0936'THE DISK IS STAMPED HOMESTEAD 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0771 ***********************************************************************
 PS0771  SACS        -  This is a Secondary Airport Control Station.
 PS0771  DESIGNATION -  HON A
 PS0771  PID         -  PS0771
 PS0771  STATE/COUNTY-  SD/BEADLE
 PS0771  COUNTRY     -  US
 PS0771  USGS QUAD   -  HURON NW (2017)
 PS0771
 PS0771                         *CURRENT SURVEY CONTROL
 PS0771  ______________________________________________________________________
 PS0771* NAD 83(2011) POSITION- 44 23 36.20058(N) 098 14 41.94290(W)   ADJUSTED
 PS0771* NAD 83(2011) ELLIP HT-   367.441 (meters)        (06/27/12)   ADJUSTED
 PS0771* NAD 83(2011) EPOCH   -  2010.00
 PS0771* NAVD 88 ORTHO HEIGHT -   392.399 (meters)     1287.40  (feet) ADJUSTED
 PS0771  ______________________________________________________________________
 PS0771  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 PS0771  NAD 83(2011) X  -   -654,686.521 (meters)                     COMP
 PS0771  NAD 83(2011) Y  - -4,518,079.556 (meters)                     COMP
 PS0771  NAD 83(2011) Z  -  4,439,687.852 (meters)                     COMP
 PS0771  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 PS0771  DYNAMIC HEIGHT  -        392.335 (meters)     1287.19  (feet) COMP
 PS0771  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 PS0771
 PS0771  VERT ORDER      -  FIRST     CLASS II
 PS0771
 PS0771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PS0771  Standards:
 PS0771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PS0771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PS0771  -------------------------------------------------------------------
 PS0771  NETWORK    1.27   3.76           0.60   0.39   1.92     -0.08965900
 PS0771  -------------------------------------------------------------------
 PS0771  Click here for local accuracies and other accuracy information.
 PS0771
 PS0771.This mark is at Huron Airport (HON)
 PS0771
 PS0771.The horizontal coordinates were established by GPS observations
 PS0771.and adjusted by the National Geodetic Survey in June 2012.
 PS0771
 PS0771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PS0771.been affixed to the stable North American tectonic plate. See 
 PS0771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PS0771
 PS0771.The horizontal coordinates are valid at the epoch date displayed above
 PS0771.which is a decimal equivalence of Year/Month/Day.
 PS0771
 PS0771.The orthometric height was determined by differential leveling and
 PS0771.adjusted by the NATIONAL GEODETIC SURVEY
 PS0771.in October 1997.
 PS0771
 PS0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0771.GEOID18 height accuracy estimate available here.
 PS0771
 PS0771.Click photographs - Photos may exist for this station.
 PS0771
 PS0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0771
 PS0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0771
 PS0771.The ellipsoidal height was determined by GPS observations
 PS0771.and is referenced to NAD 83.
 PS0771
 PS0771.The dynamic height is computed by dividing the NAVD 88
 PS0771.geopotential number by the normal gravity value computed on the
 PS0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0771.degrees latitude (g = 980.6199 gals.).
 PS0771
 PS0771.The modeled gravity was interpolated from observed gravity values.
 PS0771
 PS0771. The following values were computed from the NAD 83(2011) position.
 PS0771
 PS0771;                    North         East     Units Scale Factor Converg.
 PS0771;SPC SD N     -    63,750.607   739,819.426   MT  1.00000454   +1 14 31.5
 PS0771;SPC SD N     -   209,155.12  2,427,224.23   sFT  1.00000454   +1 14 31.5
 PS0771;UTM  14      - 4,915,844.382   560,131.374   MT  0.99964447   +0 31 41.6
 PS0771
 PS0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0771!SPC SD N     -   0.99994239  x   1.00000454  =   0.99994693
 PS0771!UTM  14      -   0.99994239  x   0.99964447  =   0.99958688
 PS0771
 PS0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6013115844(NAD 83)
 PS0771
 PS0771                          SUPERSEDED SURVEY CONTROL
 PS0771
 PS0771  NAD 83(2007)-  44 23 36.20062(N)    098 14 41.94379(W) AD(2002.00) 0
 PS0771  ELLIP H (02/10/07)  367.471  (m)                       GP(2002.00)    
 PS0771  NAD 83(1996)-  44 23 36.20014(N)    098 14 41.94330(W) AD(       ) 1
 PS0771  ELLIP H (01/26/98)  367.505  (m)                       GP(       ) 4 1
 PS0771  NAD 83(1996)-  44 23 36.19527(N)    098 14 41.94408(W) AD(       ) 2
 PS0771  ELLIP H (01/23/98)  367.507  (m)                       GP(       ) 4 1
 PS0771  NAD 83(1986)-  44 23 36.19059(N)    098 14 41.95686(W) AD(       ) 2
 PS0771  NAVD 88             392.40   (m)         1287.4    (f) LEVELING    3  
 PS0771  NGVD 29             392.20   (m)         1286.7    (f) LEVELING    3  
 PS0771
 PS0771.Superseded values are not recommended for survey control.
 PS0771
 PS0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0771.See file dsdata.pdf to determine how the superseded data were derived.
 PS0771
 PS0771_MARKER: DD = SURVEY DISK
 PS0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0771_STAMPING: HON A 1991
 PS0771_MARK LOGO: NOS
 PS0771_PROJECTION: FLUSH
 PS0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0771+STABILITY: SURFACE MOTION
 PS0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0771+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1998
 PS0771
 PS0771  HISTORY     - Date     Condition        Report By
 PS0771  HISTORY     - 1991     MONUMENTED       NOS
 PS0771  HISTORY     - 19910615 GOOD             NOS
 PS0771  HISTORY     - 19921028 GOOD
 PS0771  HISTORY     - 19941031 GOOD             NGS
 PS0771  HISTORY     - 19951019 GOOD             NGS
 PS0771  HISTORY     - 19981110 GOOD             NGS
 PS0771
 PS0771                          STATION DESCRIPTION
 PS0771
 PS0771'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 PS0771'STATION IS LOCATED IN THE NORTHWEST SECTION OF THE HURON REGIONAL
 PS0771'AIRPORT WHICH IS NORTH OF THE CITY OF HURON, SD.
 PS0771'FROM THE TERMINAL BUILDING PROCEED VIA TAXIWAYS NORTHWESTERLY ACROSS
 PS0771'RUNWAY 17 TO END 12 THEN PROCEED NORTHWEST ON GRAVEL ROAD ALONGSIDE
 PS0771'RUNWAY APPROACH LIGHTS TO GRAVEL ROAD LEADING WEST 0.2 MI (0.32 KM)
 PS0771'FROM RUNWAY END.  TURN LEFT ONTO GRAVEL ROAD THEN 0.2 MI (0.32 KM) TO
 PS0771'STATION ON LEFT.  STATION IS APPROXIMATELY 1000 FT (304.80 M)
 PS0771'WEST-NORTHWEST OF RUNWAY END 12, 331.0 FT (100.89 M) WEST-SOUTHWEST OF
 PS0771'THE CENTER OF APPROACH LIGHT STATION 8+00, 297.3 FT (90.62 M)
 PS0771'SOUTHWEST OF THE CENTER OF APPROACH LIGHT STATION 10+00, 293.68 FT
 PS0771'(89.51 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF RUNWAY 12/30, 131.5
 PS0771'FT (40.08 M) NORTHEAST OF THE EASTERLY CORNER OF THE APPROACH LIGHT
 PS0771'BUILDING AND 11.5 FT (3.51 M) SOUTHEAST OF THE CENTER OF A GRAVEL
 PS0771'SERVICE ROAD RUNNING FROM THE BUILDING TO THE APPROACH LIGHTS.
 PS0771
 PS0771                          STATION RECOVERY (1991)
 PS0771
 PS0771'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 PS0771'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE AIRPORT
 PS0771'APPROXIMATELY 1000 FEET (304.8 M) WEST-NORTHWEST OF RUNWAY END 12,
 PS0771'331.0 FEET (100.9 M) WEST-SOUTHWEST OF THE CENTER OF THE APPROACH
 PS0771'LIGHTS AT STA 8+00, 297.3 FEET (90.6 M) SOUTHWEST OF THE CENTER OF THE
 PS0771'APPROACH LIGHTS AT STA 10+00, 293.68 FEET (89.51 M) SOUTHWEST OF THE
 PS0771'EXTENDED CL OF RWY 12, 131.5 FEET (40.1 M) NORTHEAST OF THE EASTERLY
 PS0771'CORNER OF THE APPROACH LIGHT BUILDING, AND 11.5 FEET (3.5 M) SOUTHEAST
 PS0771'OF THE CENTER NE-SW GRAVEL SERVICE ROAD.  THE STATION IS A NOS DISK
 PS0771'STAMPED HON A 1991 AND IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PS0771'WHICH IS FLUSH WITH THE GROUND.
 PS0771
 PS0771                          STATION RECOVERY (1992)
 PS0771
 PS0771'RECOVERED 1992
 PS0771'RECOVERED IN GOOD CONDITION.
 PS0771
 PS0771                          STATION RECOVERY (1994)
 PS0771
 PS0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0771'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 PS0771'U.S. HIGHWAY 14 IN HURON, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG 15TH
 PS0771'STREET NORTHWEST TO THE HURON REGIONAL AIRPORT, THENCE 0.1 KM (0.05
 PS0771'MI) SOUTHERLY ACROSS A PARKING LOT PASSING THROUGH A GATE, THENCE 0.3
 PS0771'KM (0.20 MI) WESTERLY ACROSS AN APRON AND ALONG TAXIWAY A, THENCE 0.2
 PS0771'KM (0.10 MI) SOUTHERLY ALONG RUNWAY 35-17, THENCE 1.6 KM (1.00 MI)
 PS0771'NORTHWESTERLY ALONG RUNWAY 30-12, THENCE 0.3 KM (0.20 MI)
 PS0771'NORTHEASTERLY ALONG A GRAVELED ROAD, THENCE O.1 KM SOUTHWESTERLY ALONG
 PS0771'A GRAVELED ROAD, 80.6 M (264.4 FT) SOUTHWEST OF THE MOST SOUTHWESTERLY
 PS0771'OF THREE GROUPS OF FIVE APPROACH LIGHTS, 40.1 M (131.6 FT) NORTHEAST
 PS0771'OF THE NORTHEAST CORNER OF BUILDING NUMBER 53, 3.4 M (11.2 FT)
 PS0771'SOUTHEAST OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 0.3 M (1.0
 PS0771'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PS0771'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE HURON
 PS0771'REGIONAL AIRPORT, HURON, SD 57350, TELEPHONE NUMBER (605) 352-4577.
 PS0771
 PS0771                          STATION RECOVERY (1995)
 PS0771
 PS0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PS0771'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST-SOUTHEAST OF
 PS0771'WOLSEY, 1.2 MI (1.9 KM) NORTHWEST OF HURON, AT THE HURON REGIONAL
 PS0771'AIRPORT AND NORTHWEST OF THE APPROACH END OF RUNWAY 12.
 PS0771'OWNERSHIP--CITY OF HURON, PO BOX 1369, HURON SD 57350.  AIRPORT
 PS0771'MANAGER IS LARRY E. COOPER, PHONE 605-352-4577 OR 352-9092.  TO REACH
 PS0771'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND STAT HIGHWAY
 PS0771'37 IN HURON, GO NORTH ON STATE HIGHWAY 37 FOR 1.05 MI (1.69 KM) TO AN
 PS0771'INTERSECTION.  TURN LEFT AND GO WEST ON 15TH ST FOR 0.35 MI (0.56 KM)
 PS0771'TO THE WEST SIDE OF A ROCK HANGAR AND A GATE ON THE LEFT.  TURN LEFT,
 PS0771'PASS THROUGH GATE, THEN TURN RIGHT AND GO EAST ACROSS THE APRON FOR
 PS0771'0.15 MI (0.24 KM) TO A PARALLEL TAXIWAY.  BEAR RIGHT AND GO NORTHWEST
 PS0771'FOLLOWING PARALLEL TAXIWAY A FOR 1.05 MI (1.69 KM) TO THE RUNWAY JUST
 PS0771'AHEAD AND A GRAVEL SERVICE ROAD RIGHT. TURN RIGHT AND GO NORTHWESTERLY
 PS0771'FOLLOWING THE GRAVEL SERVICE ROAD FOR 0.2 MI (0.3 KM) TO A GRAVEL
 PS0771'SERVICE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON THE GRAVEL SERVICE
 PS0771'ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 PS0771'293.0 FT (89.3 M) SOUTHWEST OF THE CENTER OF A NORTHWEST/SOUTHEAST
 PS0771'SERVICE ROAD, 131.5 FT (40.1 M) EAST-NORTHEAST OF THE EAST CORNER OF A
 PS0771'SMALL BUILDING (54), 11.5 FT (3.5 M) SOUTHEAST OF THE CENTER OF THE
 PS0771'NORTHEAST/SOUTHWEST SERVICE ROAD AND 0.7 FT (21.3 CM) NORTHWEST OF A
 PS0771'SHORT WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 PS0771
 PS0771                          STATION RECOVERY (1998)
 PS0771
 PS0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALJ)
 PS0771'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0772 ***********************************************************************
 PS0772  SACS        -  This is a Secondary Airport Control Station.
 PS0772  DESIGNATION -  HON C
 PS0772  PID         -  PS0772
 PS0772  STATE/COUNTY-  SD/BEADLE
 PS0772  COUNTRY     -  US
 PS0772  USGS QUAD   -  HURON NW (2017)
 PS0772
 PS0772                         *CURRENT SURVEY CONTROL
 PS0772  ______________________________________________________________________
 PS0772* NAD 83(2011) POSITION- 44 22 47.13388(N) 098 13 12.94848(W)   ADJUSTED
 PS0772* NAD 83(2011) ELLIP HT-   365.365 (meters)        (06/27/12)   ADJUSTED
 PS0772* NAD 83(2011) EPOCH   -  2010.00
 PS0772* NAVD 88 ORTHO HEIGHT -   390.355 (meters)     1280.69  (feet) ADJUSTED
 PS0772  ______________________________________________________________________
 PS0772  GEOID HEIGHT    -        -25.001 (meters)                     GEOID18
 PS0772  NAD 83(2011) X  -   -652,888.371 (meters)                     COMP
 PS0772  NAD 83(2011) Y  - -4,519,408.715 (meters)                     COMP
 PS0772  NAD 83(2011) Z  -  4,438,604.004 (meters)                     COMP
 PS0772  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 PS0772  DYNAMIC HEIGHT  -        390.291 (meters)     1280.48  (feet) COMP
 PS0772  MODELED GRAVITY -    980,441.8   (mgal)                       NAVD 88
 PS0772
 PS0772  VERT ORDER      -  FIRST     CLASS II
 PS0772
 PS0772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PS0772  Standards:
 PS0772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PS0772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PS0772  -------------------------------------------------------------------
 PS0772  NETWORK    1.27   3.72           0.60   0.39   1.90     -0.09094855
 PS0772  -------------------------------------------------------------------
 PS0772  Click here for local accuracies and other accuracy information.
 PS0772
 PS0772.This mark is at Huron Airport (HON)
 PS0772
 PS0772.The horizontal coordinates were established by GPS observations
 PS0772.and adjusted by the National Geodetic Survey in June 2012.
 PS0772
 PS0772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PS0772.been affixed to the stable North American tectonic plate. See 
 PS0772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PS0772
 PS0772.The horizontal coordinates are valid at the epoch date displayed above
 PS0772.which is a decimal equivalence of Year/Month/Day.
 PS0772
 PS0772.The orthometric height was determined by differential leveling and
 PS0772.adjusted by the NATIONAL GEODETIC SURVEY
 PS0772.in October 1997.
 PS0772
 PS0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0772.GEOID18 height accuracy estimate available here.
 PS0772
 PS0772.Click photographs - Photos may exist for this station.
 PS0772
 PS0772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0772
 PS0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0772
 PS0772.The ellipsoidal height was determined by GPS observations
 PS0772.and is referenced to NAD 83.
 PS0772
 PS0772.The dynamic height is computed by dividing the NAVD 88
 PS0772.geopotential number by the normal gravity value computed on the
 PS0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0772.degrees latitude (g = 980.6199 gals.).
 PS0772
 PS0772.The modeled gravity was interpolated from observed gravity values.
 PS0772
 PS0772. The following values were computed from the NAD 83(2011) position.
 PS0772
 PS0772;                    North         East     Units Scale Factor Converg.
 PS0772;SPC SD N     -    62,279.437   741,821.862   MT  1.00000727   +1 15 34.5
 PS0772;SPC SD N     -   204,328.45  2,433,793.89   sFT  1.00000727   +1 15 34.5
 PS0772;UTM  14      - 4,914,348.910   562,114.606   MT  0.99964745   +0 32 43.3
 PS0772
 PS0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0772!SPC SD N     -   0.99994271  x   1.00000727  =   0.99994998
 PS0772!UTM  14      -   0.99994271  x   0.99964745  =   0.99959018
 PS0772
 PS0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6211414348(NAD 83)
 PS0772
 PS0772                          SUPERSEDED SURVEY CONTROL
 PS0772
 PS0772  NAD 83(2007)-  44 22 47.13392(N)    098 13 12.94936(W) AD(2002.00) 0
 PS0772  ELLIP H (02/10/07)  365.395  (m)                       GP(2002.00)    
 PS0772  NAD 83(1996)-  44 22 47.13344(N)    098 13 12.94888(W) AD(       ) 1
 PS0772  ELLIP H (01/26/98)  365.430  (m)                       GP(       ) 4 1
 PS0772  NAD 83(1996)-  44 22 47.12887(N)    098 13 12.94898(W) AD(       ) 2
 PS0772  ELLIP H (01/23/98)  365.405  (m)                       GP(       ) 4 1
 PS0772  NAD 83(1986)-  44 22 47.12432(N)    098 13 12.96170(W) AD(       ) 2
 PS0772  NAVD 88             390.36   (m)         1280.7    (f) LEVELING    3  
 PS0772  NGVD 29             390.13   (m)         1280.0    (f) LEVELING    3  
 PS0772
 PS0772.Superseded values are not recommended for survey control.
 PS0772
 PS0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0772.See file dsdata.pdf to determine how the superseded data were derived.
 PS0772
 PS0772_MARKER: DT = TOPOGRAPHIC STATION DISK
 PS0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0772_STAMPING: HON C 1977
 PS0772_MARK LOGO: CGS
 PS0772_PROJECTION: FLUSH
 PS0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0772+STABILITY: SURFACE MOTION
 PS0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0772+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1998
 PS0772
 PS0772  HISTORY     - Date     Condition        Report By
 PS0772  HISTORY     - 1977     MONUMENTED       NOS
 PS0772  HISTORY     - 19910923 GOOD             NGS
 PS0772  HISTORY     - 19921028 GOOD
 PS0772  HISTORY     - 19941031 GOOD             NGS
 PS0772  HISTORY     - 19951019 GOOD             NGS
 PS0772  HISTORY     - 19981110 GOOD             NGS
 PS0772
 PS0772                          STATION DESCRIPTION
 PS0772
 PS0772'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 PS0772'STATION IS LOCATED AT THE SOUTHEAST END OF THE HURON REGIONAL AIRPORT
 PS0772'JUST SOUTHWEST OF RUNWAY END 30. AIRPORT IS LOCATED NORTH OF THE CITY
 PS0772'OF HURON, SD.
 PS0772'FROM THE TERMINAL BUILDING PROCEED VIA TAXIWAYS SOUTHEAST TO RUNWAY
 PS0772'END 30, CROSS RUNWAY. STATION IS 144.4 FT (44.01 M) SOUTHWEST OF THE
 PS0772'SOUTHWEST CORNER RUNWAY END 30, 231.7 FT (70.62 M) SOUTHEAST OF THE
 PS0772'FIRST RUNWAY LIGHT NORTHWEST OF RUNWAY END 30 AND 74.8 FT (22.80 M)
 PS0772'SOUTHWEST OF A STROBE LIGHT SOUTH OF THE RUNWAY END.
 PS0772
 PS0772                          STATION RECOVERY (1991)
 PS0772
 PS0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PS0772'THE STATION IS LOCATED IN THE SE PART OF THE AIRPORT NEAR THE END OF
 PS0772'RUNWAY 30, 144.4 FEET (44.0 M) SW OF THE SW EDGE OF RUNWAY 30,231.7
 PS0772'FEET SE OF THE FIRST RUNWAY LIGHT NW OF THE END 30, 74.8 FEET (22.8 M)
 PS0772'SW OF THE MOST SOUTHWESTERLY REIL LIGHT.  THE STATION IS A STANDARD
 PS0772'TOPOGRAPGIC DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 PS0772'STAMPED HON C 1977.
 PS0772
 PS0772                          STATION RECOVERY (1992)
 PS0772
 PS0772'RECOVERED 1992
 PS0772'RECOVERED IN GOOD CONDITION.
 PS0772
 PS0772                          STATION RECOVERY (1994)
 PS0772
 PS0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0772'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 PS0772'U.S. HIGHWAY 14 IN HURON, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG 15TH
 PS0772'STREET NORTHWEST TO THE HURON REGIONAL AIRPORT, THENCE 0.1 KM (0.05
 PS0772'MI) SOUTHERLY ACROSS A PARKING LOT PASSING THROUGH A GATE, THENCE 0.3
 PS0772'KM (0.20 MI) WESTERLY ACROSS AN APRON AND ALONG TAXIWAY A, THENCE 0.2
 PS0772'KM (0.10 MI) SOUTHERLY ALONG A RUNWAY 35-17, THENCE 0.6 KM (0.35 MI)
 PS0772'SOUTHEASTERLY ALONG RUNWAY 30-12, 243.0 M (797.2 FT) NORTHWEST OF THE
 PS0772'SOUTHEAST END OF AN EMERGENCY RUNWAY, 66.8 M (219.2 FT) SOUTHWEST OF
 PS0772'THE RUNWAY CENTERLINE, 22.7 M (74.5 FT) WEST-SOUTHWEST OF A STROBE
 PS0772'LIGHT POST, 3.3 M (10.8 FT) NORTHWEST OF THE EXTENDED LINE OF A ROW OF
 PS0772'LIGHTS AT THE END OF THE RUNWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PS0772'RUNWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 PS0772'IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON PROPERTY
 PS0772'OWNED BY THE HURON REGIONAL AIRPORT, HURON, SD 57350, TELEPHONE NUMBER
 PS0772'(605) 352-4577.
 PS0772
 PS0772                          STATION RECOVERY (1995)
 PS0772
 PS0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PS0772'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST-SOUTHEAST OF
 PS0772'WOLSEY, 1.2 MI (1.9 KM) NORTHWEST OF HURON, AT THE HURON REGIONAL
 PS0772'AIRPORT AND NEAR THE APPROACH END OF RUNWAY 30.  OWNERSHIP--CITY OF
 PS0772'HURON, PO BOX 1369, HURON SD 57350.  AIRPORT MANAGER IS LARRY E.
 PS0772'COOPER, PHONE 605-352-4577 OR 352-9092.  TO REACH THE STATION FROM THE
 PS0772'INTERSECTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 37 IN HURON, GO
 PS0772'NORTH ON STATE HIGHWAY 37 FOR 1.05 MI (1.69 KM) TO AN INTERSECTION.
 PS0772'TURN LEFT AND GO WEST ON 15TH STREET FOR 0.35 MI (0.56 KM) TO THE WEST
 PS0772'SIDE OF A ROCK HANGAR AND A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 PS0772'GATE AND GO SOUTH ACROSS THE APRON, THEN ON A CONNECTOR TAXIWAY FOR
 PS0772'0.1 MI (0.2 KM) TO A EAST-WEST CONNECTOR TAXIWAY AND A PARALLEL
 PS0772'TAXIWAY.  BEAR LEFT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.25
 PS0772'MI (0.40 KM) TO A CURVE RIGHT AND A RUNWAY IDENTIFIER SIGN ON THE
 PS0772'LEFT.  CONTINUE AHEAD AND GO SOUTHEAST ON THE TAXIWAY, THEN CROSSING
 PS0772'THE RUNWAY AND ACROSS THE GRASS FOR 0.1 MI (0.2 KM) TO THE STATION.
 PS0772'THE STATION IS 219.5 FT (66.9 M) SOUTHWEST OF THE RUNWAY CENTER AT THE
 PS0772'THRESHOLD, 134.1 FT (40.9 M) SOUTHWEST OF THE MOST SOUTHWESTERLY
 PS0772'THRESHOLD LIGHT, 74.5 FT (22.7 M) SOUTHWEST OF A REIL, 43.0 FT (13.1
 PS0772'M) NORTHEAST OF THE APPROXIMATE NORTHEAST EDGE OF A DRAINAGE DITCH AND
 PS0772'0.8 FT (24.4 CM) NORTHEAST OF A SHORT WITNESS POST.  THIS IS A
 PS0772'SECONDARY AIRPORT CONTROL STATION.
 PS0772
 PS0772                          STATION RECOVERY (1998)
 PS0772
 PS0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALJ)
 PS0772'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0773 ***********************************************************************
 PS0773  CBN         -  This is a Cooperative Base Network Control Station.
 PS0773  PACS        -  This is a Primary Airport Control Station.
 PS0773  DESIGNATION -  HON D
 PS0773  PID         -  PS0773
 PS0773  STATE/COUNTY-  SD/BEADLE
 PS0773  COUNTRY     -  US
 PS0773  USGS QUAD   -  HURON NW (2017)
 PS0773
 PS0773                         *CURRENT SURVEY CONTROL
 PS0773  ______________________________________________________________________
 PS0773* NAD 83(2011) POSITION- 44 22 58.68675(N) 098 13 34.00050(W)   ADJUSTED
 PS0773* NAD 83(2011) ELLIP HT-   366.806 (meters)        (06/27/12)   ADJUSTED
 PS0773* NAD 83(2011) EPOCH   -  2010.00
 PS0773* NAVD 88 ORTHO HEIGHT -   391.795 (meters)     1285.41  (feet) ADJUSTED
 PS0773  ______________________________________________________________________
 PS0773  GEOID HEIGHT    -        -24.994 (meters)                     GEOID18
 PS0773  NAD 83(2011) X  -   -653,314.092 (meters)                     COMP
 PS0773  NAD 83(2011) Y  - -4,519,096.211 (meters)                     COMP
 PS0773  NAD 83(2011) Z  -  4,438,859.887 (meters)                     COMP
 PS0773  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 PS0773  DYNAMIC HEIGHT  -        391.730 (meters)     1285.20  (feet) COMP
 PS0773  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 PS0773
 PS0773  VERT ORDER      -  FIRST     CLASS II
 PS0773
 PS0773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PS0773  Standards:
 PS0773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PS0773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PS0773  -------------------------------------------------------------------
 PS0773  NETWORK    1.25   3.65           0.59   0.38   1.86     -0.09162495
 PS0773  -------------------------------------------------------------------
 PS0773  Click here for local accuracies and other accuracy information.
 PS0773
 PS0773.This mark is at Huron Airport (HON)
 PS0773
 PS0773.The horizontal coordinates were established by GPS observations
 PS0773.and adjusted by the National Geodetic Survey in June 2012.
 PS0773
 PS0773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PS0773.been affixed to the stable North American tectonic plate. See 
 PS0773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PS0773
 PS0773.The horizontal coordinates are valid at the epoch date displayed above
 PS0773.which is a decimal equivalence of Year/Month/Day.
 PS0773
 PS0773.The orthometric height was determined by differential leveling and
 PS0773.adjusted by the NATIONAL GEODETIC SURVEY
 PS0773.in October 1997.
 PS0773
 PS0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0773.GEOID18 height accuracy estimate available here.
 PS0773
 PS0773.Click photographs - Photos may exist for this station.
 PS0773
 PS0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0773
 PS0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0773
 PS0773.The ellipsoidal height was determined by GPS observations
 PS0773.and is referenced to NAD 83.
 PS0773
 PS0773.The dynamic height is computed by dividing the NAVD 88
 PS0773.geopotential number by the normal gravity value computed on the
 PS0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0773.degrees latitude (g = 980.6199 gals.).
 PS0773
 PS0773.The modeled gravity was interpolated from observed gravity values.
 PS0773
 PS0773. The following values were computed from the NAD 83(2011) position.
 PS0773
 PS0773;                    North         East     Units Scale Factor Converg.
 PS0773;SPC SD N     -    62,625.724   741,348.131   MT  1.00000663   +1 15 19.6
 PS0773;SPC SD N     -   205,464.56  2,432,239.66   sFT  1.00000663   +1 15 19.6
 PS0773;UTM  14      - 4,914,700.948   561,645.397   MT  0.99964673   +0 32 28.7
 PS0773
 PS0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0773!SPC SD N     -   0.99994249  x   1.00000663  =   0.99994912
 PS0773!UTM  14      -   0.99994249  x   0.99964673  =   0.99958924
 PS0773
 PS0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6164514700(NAD 83)
 PS0773
 PS0773                          SUPERSEDED SURVEY CONTROL
 PS0773
 PS0773  NAD 83(2007)-  44 22 58.68679(N)    098 13 34.00139(W) AD(2002.00) 0
 PS0773  ELLIP H (02/10/07)  366.836  (m)                       GP(2002.00)    
 PS0773  ELLIP H (04/15/04)  366.835  (m)                       GP(       ) 2 1
 PS0773  NAD 83(1996)-  44 22 58.68631(N)    098 13 34.00090(W) AD(       ) B
 PS0773  ELLIP H (04/18/97)  366.870  (m)                       GP(       ) 4 1
 PS0773  NAD 83(1986)-  44 22 58.67612(N)    098 13 34.01062(W) AD(       ) 2
 PS0773  NAVD 88             391.80   (m)         1285.4    (f) LEVELING    3  
 PS0773  NAVD 88 (04/18/97)  391.86   (m)  GEOID96  model used  GPS OBS        
 PS0773  NGVD 29             391.59   (m)         1284.7    (f) LEVELING    3  
 PS0773
 PS0773.Superseded values are not recommended for survey control.
 PS0773
 PS0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0773.See file dsdata.pdf to determine how the superseded data were derived.
 PS0773
 PS0773_MARKER: DT = TOPOGRAPHIC STATION DISK
 PS0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0773_STAMPING: HON D 1977
 PS0773_MARK LOGO: CGS
 PS0773_PROJECTION: FLUSH
 PS0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0773+STABILITY: SURFACE MOTION
 PS0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0773+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1998
 PS0773
 PS0773  HISTORY     - Date     Condition        Report By
 PS0773  HISTORY     - 1977     MONUMENTED       NOS
 PS0773  HISTORY     - 19910923 GOOD             NGS
 PS0773  HISTORY     - 19921028 GOOD
 PS0773  HISTORY     - 19941031 GOOD             NGS
 PS0773  HISTORY     - 19951019 GOOD             NGS
 PS0773  HISTORY     - 19981110 GOOD             NGS
 PS0773
 PS0773                          STATION DESCRIPTION
 PS0773
 PS0773'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 PS0773'STATION IS LOCATED WEST OF THE INTERSECTION OF RUNWAYS AND NEAR THE
 PS0773'CENTER OF THE HURON REGIONAL AIRPORT WHICH IS NORTH OF THE CITY OF
 PS0773'HURON, SD.
 PS0773'FROM THE TERMINAL BUILDING PROCEED NORTHWEST TO TAXIWAY THEN ACROSS
 PS0773'INTERSECTION OF RUNWAYS TO STATION WHICH IS 96.4 FT (29.38 M) WEST OF
 PS0773'THE WEST EDGE OF RUNWAY 17/35, 93.5 FT (28.50 M) SOUTHWEST OF THE
 PS0773'FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION OF RUNWAYS, AND 138.2 FT
 PS0773'(42.12 M) NORTHWEST OF THE SECOND RUNWAY LIGHT SOUTH OF THE
 PS0773'INTERSECTION OF RUNWAYS.
 PS0773
 PS0773                          STATION RECOVERY (1991)
 PS0773
 PS0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PS0773'THE STATION IS LOCATED NEAR THE CENTER OF THE HURON REGIONAL AIRPORT,
 PS0773'SW OF THE INTERSECTION OF RUNWAYS 17-35 AND 12-30.  IT IS 96.4 FEET
 PS0773'(29.4 M) WEST OF THE WEST EDGE OF RUNWAY 17-35,93.5 FEET SW OF THE
 PS0773'FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION, 138.2 FEET (42.1 M) NW
 PS0773'OF THE SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION.  THE STATION IS
 PS0773'A STANDARD TOPOGRAPHIC DISK SET IN CONCRETE MONUMENT FLUSH WITH THE
 PS0773'GROUND AND STAMPED HON D 1977.
 PS0773
 PS0773                          STATION RECOVERY (1992)
 PS0773
 PS0773'RECOVERED 1992
 PS0773'RECOVERED IN GOOD CONDITION.
 PS0773
 PS0773                          STATION RECOVERY (1994)
 PS0773
 PS0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0773'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 PS0773'U.S. HIGHWAY 14 IN HURON, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG 15TH
 PS0773'STREET NORTHWEST TO THE HURON REGIONAL AIRPORT, THENCE 0.1 KM (0.05
 PS0773'MI) SOUTHERLY ACROSS A PARKING LOT PASSING THROUGH A GATE, THENCE 0.3
 PS0773'KM (0.20 MI) WESTERLY ACROSS AN APRON AND ALONG TAXIWAY A, THENCE 0.2
 PS0773'KM (0.10 MI) SOUTHERLY ALONG RUNWAY 35-17, 42.1 M (138.1 FT) NORTHWEST
 PS0773'OF THE SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION OF TWO RUNWAYS,
 PS0773'29.3 M (96.1 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 28.5 M (93.5 FT)
 PS0773'SOUTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION, AND THE
 PS0773'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 PS0773'PROPERTY OWNED BY THE HURON REGIONAL AIRPORT, HURON, SD 57350,
 PS0773'TELEPHONE NUMBER (605) 352-4577.
 PS0773
 PS0773                          STATION RECOVERY (1995)
 PS0773
 PS0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 PS0773'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHWEST OF HURON, AT
 PS0773'THE HURON REGIONAL AIRPORT.  OWNERSHIP--CITY OF HURON, PO BOX 1369,
 PS0773'HURON SD 57350.  AIRPORT MANAGER IS LARRY E. COOPER, PHONE (605)
 PS0773'352-4577 OR 352-9092.  TO REACH THE STATION FROM THE INTERSECTION OF
 PS0773'U.S. HIGHWAY 14 AND STATE HIGHWAY 37 IN HURON, GO NORTH ON STATE
 PS0773'HIGHWAY 37 FOR 1.05 MI (1.69 KM) TO THE INTERSECTION OF 15TH STREET,
 PS0773'TURN LEFT AND GO WEST ON 15TH STREET FOR 0.35 MI (0.56 KM) TO THE WEST
 PS0773'SIDE OF A ROCK HANGAR AND A GATE ON THE LEFT, TURN LEFT, PASS THROUGH
 PS0773'GATE AND GO SOUTH ACROSS THE APRON AND ON A CONNECTOR TAXIWAY FOR 0.1
 PS0773'MI (0.2 KM) TO A EAST-WEST CONNECTOR TAXIWAY, TURN RIGHT AND GO WEST
 PS0773'ON THE TAXIWAY FOR 0.15 MI (0.24 KM) TO THE CENTER OF THE INTERSECTION
 PS0773'OF THE RUNWAYS, BEAR LEFT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO
 PS0773'THE STATION IN THE GRASS.  THE STATION IS 242.0 FT (73.8 M) SOUTHWEST
 PS0773'OF THE CENTER OF RUNWAY 12/30, 156.4 FT (47.7 M) SOUTH OF THE
 PS0773'SOUTHWEST CORNER OF A OLD CONCRETE TAXIWAY, 138.0 FT (42.1 M)
 PS0773'NORTHWEST OF THE SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION, 133.7
 PS0773'FT (40.8 M) WEST OF THE CENTER OF RUNWAY 17/35, 93.5 FT (28.5 M)
 PS0773'WEST-SOUTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION,
 PS0773'AND 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST. THIS STATION WAS USED
 PS0773'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 PS0773
 PS0773                          STATION RECOVERY (1998)
 PS0773
 PS0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALJ)
 PS0773'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0505 ***********************************************************************
 QT0505  DESIGNATION -  HOOVER
 QT0505  PID         -  QT0505
 QT0505  STATE/COUNTY-  SD/BUTTE
 QT0505  COUNTRY     -  US
 QT0505  USGS QUAD   -  PORTER CREEK (2017)
 QT0505
 QT0505                         *CURRENT SURVEY CONTROL
 QT0505  ______________________________________________________________________
 QT0505* NAD 83(1996) POSITION- 45 07 33.77081(N) 103 09 01.17668(W)   ADJUSTED
 QT0505* NAVD 88 ORTHO HEIGHT -   884.    (meters)     2900.    (feet) SCALED
 QT0505  ______________________________________________________________________
 QT0505  GEOID HEIGHT    -        -16.943 (meters)                     GEOID18
 QT0505  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 QT0505  HORZ ORDER      -  THIRD
 QT0505
 QT0505.The horizontal coordinates were established by classical geodetic methods
 QT0505.and adjusted by the National Geodetic Survey in January 1998.
 QT0505
 QT0505.The orthometric height was scaled from a topographic map.
 QT0505
 QT0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0505.GEOID18 height accuracy estimate available here.
 QT0505
 QT0505.Click photographs - Photos may exist for this station.
 QT0505
 QT0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0505
 QT0505. The following values were computed from the NAD 83(1996) position.
 QT0505
 QT0505;                    North         East     Units Scale Factor Converg.
 QT0505;SPC SD N     -   148,471.313   352,229.343   MT  0.99993996   -2 13 46.6
 QT0505;SPC SD N     -   487,109.63  1,155,605.77   sFT  0.99993996   -2 13 46.6
 QT0505;UTM  13      - 4,998,617.036   645,462.473   MT  0.99986018   +1 18 39.7
 QT0505
 QT0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0505!SPC SD N     -   0.99986400  x   0.99993996  =   0.99980397
 QT0505!UTM  13      -   0.99986400  x   0.99986018  =   0.99972420
 QT0505
 QT0505:                Primary Azimuth Mark                     Grid Az
 QT0505:SPC SD N     -  HOOVER AZ MK                             271 53 56.2
 QT0505:UTM  13      -  HOOVER AZ MK                             268 21 29.9
 QT0505
 QT0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4546298617(NAD 83)
 QT0505
 QT0505|---------------------------------------------------------------------|
 QT0505| PID    Reference Object                     Distance      Geod. Az  |
 QT0505|                                                           dddmmss.s |
 QT0505| CQ7857 HOOVER RM 1                          24.592 METERS 18534     |
 QT0505| CQ7856 HOOVER AZ MK                                       2694009.6 |
 QT0505| CQ7858 HOOVER RM 2                          10.518 METERS 27246     |
 QT0505|---------------------------------------------------------------------|
 QT0505
 QT0505                          SUPERSEDED SURVEY CONTROL
 QT0505
 QT0505  NAD 83(1993)-  45 07 33.76387(N)    103 09 01.17338(W) AD(       ) 3
 QT0505  NAD 83(1986)-  45 07 33.76028(N)    103 09 01.17287(W) AD(       ) 3
 QT0505  NAD 27      -  45 07 33.79400(N)    103 08 59.53400(W) AD(       ) 3
 QT0505
 QT0505.Superseded values are not recommended for survey control.
 QT0505
 QT0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0505.See file dsdata.pdf to determine how the superseded data were derived.
 QT0505
 QT0505_MARKER: DS = TRIANGULATION STATION DISK
 QT0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0505_STAMPING: HOOVER 1951
 QT0505_MARK LOGO: CGS
 QT0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0505+STABILITY: SURFACE MOTION
 QT0505
 QT0505  HISTORY     - Date     Condition        Report By
 QT0505  HISTORY     - 1952     MONUMENTED       CGS
 QT0505
 QT0505                          STATION DESCRIPTION
 QT0505
 QT0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0505'THE STATION IS IN SECTION 33, T 14 N, R 8 E, ON THE RIGHT-OF-WAY
 QT0505'OF A SECTION LINE ROAD, ABOUT 5-3/4 MILES EAST AND 1 MILE NORTH
 QT0505'OF HOOVER, 3-1/2 MILES NORTH OF THE MOREAU RIVER, 45 FEET NORTH
 QT0505'OF THE CENTER OF A GRADED DIRT ROAD, 13 FEET EAST-SOUTHEAST
 QT0505'OF A 4 X 4 INCH WITNESS POST AND 4 FEET SOUTH OF A WIRE FENCE.
 QT0505'
 QT0505'TO REACH THE STATION FROM THE POST OFFICE IN HOOVER, GO NORTHEASTERLY
 QT0505'ON THE MAIN GRADED DIRT ROAD FOR 1.0 MILE TO A T-INTERSECTION,
 QT0505'TURN RIGHT AND GO EAST FOR 2.25 MILES TO A POINT WHERE THE MAIN
 QT0505'ROAD TURNS NORTH, CONTINUE EAST ON SECTION LINE ROAD FOR 3.4
 QT0505'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 QT0505'EAST FOR 0.5 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 QT0505'
 QT0505'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0505'HOOVER 1951.
 QT0505'
 QT0505'REFERENCE MARK 1 IS 37 FEET SOUTH OF THE CENTER OF THE GRADED
 QT0505'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HOOVER
 QT0505'NO 1 1951.
 QT0505'
 QT0505'REFERENCE MARK 2 IS 46 FEET NORTH OF THE CENTER OF THE GRADED
 QT0505'ROAD AND 3 FEET SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 QT0505'2 INCHES AND THE DISK IS STAMPED HOOVER NO 2 1951.
 QT0505'
 QT0505'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE GRADED
 QT0505'ROAD, 6 FEET EAST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT SOUTH
 QT0505'OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QT0505'STAMPED HOOVER 1951.
 QT0505'
 QT0505'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0918 ***********************************************************************
 OR0918  DESIGNATION -  HOPE LUTHERAN CHURCH CUPOLA
 OR0918  PID         -  OR0918
 OR0918  STATE/COUNTY-  SD/TRIPP
 OR0918  COUNTRY     -  US
 OR0918  USGS QUAD   -  WEWELA (2017)
 OR0918
 OR0918                         *CURRENT SURVEY CONTROL
 OR0918  ______________________________________________________________________
 OR0918* NAD 83(1996) POSITION- 43 05 22.22211(N) 099 46 14.40901(W)   ADJUSTED
 OR0918  ______________________________________________________________________
 OR0918  GEOID HEIGHT    -        -24.503 (meters)                     GEOID18
 OR0918  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 OR0918  HORZ ORDER      -  THIRD
 OR0918
 OR0918.The horizontal coordinates were established by classical geodetic methods
 OR0918.and adjusted by the National Geodetic Survey in January 1998.
 OR0918
 OR0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0918.GEOID18 height accuracy estimate available here.
 OR0918
 OR0918.Click photographs - Photos may exist for this station.
 OR0918
 OR0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0918
 OR0918. The following values were computed from the NAD 83(1996) position.
 OR0918
 OR0918;                    North         East     Units Scale Factor Converg.
 OR0918;SPC SD S     -    84,159.443   645,810.850   MT  0.99994920   +0 23 17.4
 OR0918;SPC SD S     -   276,113.11  2,118,797.76   sFT  0.99994920   +0 23 17.4
 OR0918;UTM  14      - 4,771,042.568   437,275.153   MT  0.99964840   -0 31 35.4
 OR0918
 OR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3727571042(NAD 83)
 OR0918
 OR0918                          SUPERSEDED SURVEY CONTROL
 OR0918
 OR0918  NAD 83(1995)-  43 05 22.22169(N)    099 46 14.40952(W) AD(       ) 3
 OR0918  NAD 83(1986)-  43 05 22.22890(N)    099 46 14.41946(W) AD(       ) 3
 OR0918  NAD 27      -  43 05 22.21000(N)    099 46 13.01000(W) AD(       ) 3
 OR0918
 OR0918.Superseded values are not recommended for survey control.
 OR0918
 OR0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0918.See file dsdata.pdf to determine how the superseded data were derived.
 OR0918
 OR0918_MARKER: 82 = FINIAL
 OR0918
 OR0918  HISTORY     - Date     Condition        Report By
 OR0918  HISTORY     - 1936     FIRST OBSERVED   CGS
 OR0918
 OR0918                          STATION DESCRIPTION
 OR0918
 OR0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0918'THE POINT OBSERVED UPON WAS THE FINIAL OF THE HOPE LUTHERAN
 OR0918'CHRUCH, A SMALL WHITE BUILDING FACING WEST, ABOUT 0.5 MILE
 OR0918'NORTHEAST OF TRIANGULATION STATION HEATH.
 OR0918'
 OR0918'THE POINT WAS OBSERVED FROM TRIANGULATION STATIONS HEATH AND
 OR0918'THOMAS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1093 ***********************************************************************
 PT1093  DESIGNATION -  HOPEWELL
 PT1093  PID         -  PT1093
 PT1093  STATE/COUNTY-  SD/STANLEY
 PT1093  COUNTRY     -  US
 PT1093  USGS QUAD   -  STANDING BUTTE SW (2017)
 PT1093
 PT1093                         *CURRENT SURVEY CONTROL
 PT1093  ______________________________________________________________________
 PT1093* NAD 83(1996) POSITION- 44 30 24.34554(N) 100 54 34.76753(W)   ADJUSTED
 PT1093* NAVD 88 ORTHO HEIGHT -   677.    (meters)     2221.    (feet) SCALED
 PT1093  ______________________________________________________________________
 PT1093  GEOID HEIGHT    -        -22.286 (meters)                     GEOID18
 PT1093  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 PT1093  HORZ ORDER      -  SECOND
 PT1093
 PT1093.The horizontal coordinates were established by classical geodetic methods
 PT1093.and adjusted by the National Geodetic Survey in January 1998.
 PT1093
 PT1093.The orthometric height was scaled from a topographic map.
 PT1093
 PT1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1093.GEOID18 height accuracy estimate available here.
 PT1093
 PT1093.Click photographs - Photos may exist for this station.
 PT1093
 PT1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1093
 PT1093. The following values were computed from the NAD 83(1996) position.
 PT1093
 PT1093;                    North         East     Units Scale Factor Converg.
 PT1093;SPC SD S     -   241,622.366   554,169.597   MT  1.00002726   -0 23 51.3
 PT1093;SPC SD S     -   792,722.71  1,818,138.09   sFT  1.00002726   -0 23 51.3
 PT1093;UTM  14      - 4,929,933.977   348,203.535   MT  0.99988337   -1 20 20.1
 PT1093
 PT1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1093!SPC SD S     -   0.99989728  x   1.00002726  =   0.99992454
 PT1093!UTM  14      -   0.99989728  x   0.99988337  =   0.99978066
 PT1093
 PT1093:                Primary Azimuth Mark                     Grid Az
 PT1093:SPC SD S     -  HOPEWELL AZ MK                           319 23 11.3
 PT1093:UTM  14      -  HOPEWELL AZ MK                           320 19 40.1
 PT1093
 PT1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4820329933(NAD 83)
 PT1093
 PT1093|---------------------------------------------------------------------|
 PT1093| PID    Reference Object                     Distance      Geod. Az  |
 PT1093|                                                           dddmmss.s |
 PT1093| PT1090 REWLS CHIMNEY                       APPROX. 3.4 KM 0951949.1 |
 PT1093| CO5630 HOPEWELL RM 1                        25.402 METERS 13526     |
 PT1093| CO5631 HOPEWELL RM 2                        27.268 METERS 24647     |
 PT1093| CO5629 HOPEWELL AZ MK                                     3185920.0 |
 PT1093|---------------------------------------------------------------------|
 PT1093
 PT1093                          SUPERSEDED SURVEY CONTROL
 PT1093
 PT1093  NAD 83(1986)-  44 30 24.33987(N)    100 54 34.76977(W) AD(       ) 2
 PT1093  NAD 27      -  44 30 24.40800(N)    100 54 33.24000(W) AD(       ) 2
 PT1093
 PT1093.Superseded values are not recommended for survey control.
 PT1093
 PT1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1093.See file dsdata.pdf to determine how the superseded data were derived.
 PT1093
 PT1093_MARKER: DS = TRIANGULATION STATION DISK
 PT1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1093_STAMPING: HOPEWELL 1952
 PT1093_MARK LOGO: CGS
 PT1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1093+STABILITY: SURFACE MOTION
 PT1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1093+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2012
 PT1093
 PT1093  HISTORY     - Date     Condition        Report By
 PT1093  HISTORY     - 1952     MONUMENTED       CGS
 PT1093  HISTORY     - 20120405 GOOD             INDIV
 PT1093
 PT1093                          STATION DESCRIPTION
 PT1093
 PT1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1093'THE STATION IS IN SECTION 6, T 6 N, R 27 E, ON A GRADED ROAD
 PT1093'RIGHT-OF-WAY, ABOUT 9-1/2 MILES NORTH AND 5-3/4 MILES EAST
 PT1093'OF HAYES, 6 MILES EAST OF THE SANSARC POST OFFICE, 41 FEET
 PT1093'NORTHEAST OF THE CENTER OF THE GRADED ROAD AND 3 FEET SOUTH
 PT1093'OF A 4 X 4 INCH WHITE WITNESS POST.
 PT1093'
 PT1093'TO REACH THE STATION FROM THE TEXACO SERVICE STATION AND
 PT1093'POST OFFICE IN HAYES, GO WEST ON U.S. HIGHWAY 14 FOR 0.6
 PT1093'MILE TO A T-ROAD RIGHT, TURN RIGHT (NORTH) AND GO 11.2 MILES
 PT1093'TO A CROSS ROAD, TURN RIGHT AND GO EAST AND SOUTHEAST FOR
 PT1093'6.55 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHEAST
 PT1093'FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED ABOVE.
 PT1093'
 PT1093'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1093'HOPEWELL 1952.
 PT1093'
 PT1093'REFERENCE MARK 1 IS 36 FEET NORTHEAST OF THE GRADED ROAD.
 PT1093'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HOPEWELL
 PT1093'NO 1 1952.
 PT1093'
 PT1093'REFERENCE MARK 2 IS 42 FEET SOUTHWEST OF THE CENTER OF THE
 PT1093'GRADED ROAD AND 19 FEET NORTHWEST OF THE CENTER OF A TRACK
 PT1093'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1093'HOPEWELL NO 2 1952.
 PT1093'
 PT1093'THE AZIMUTH MARK IS 34 FEET NORTHWEST AND 1 FOOT SOUTHWEST OF
 PT1093'A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES
 PT1093'AND THE DISK IS STAMPED HOPEWELL 1952.
 PT1093'
 PT1093'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1093
 PT1093                          STATION RECOVERY (2012)
 PT1093
 PT1093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (RJT)
 PT1093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1795 ***********************************************************************
 PU1795  DESIGNATION -  HORMAN
 PU1795  PID         -  PU1795
 PU1795  STATE/COUNTY-  SD/BUTTE
 PU1795  COUNTRY     -  US
 PU1795  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1795
 PU1795                         *CURRENT SURVEY CONTROL
 PU1795  ______________________________________________________________________
 PU1795* NAD 83(1986) POSITION- 44 54 36.     (N) 103 47 41.     (W)   SCALED
 PU1795* NAVD 88 ORTHO HEIGHT -   918.925 (meters)     3014.84  (feet) ADJUSTED
 PU1795  ______________________________________________________________________
 PU1795  GEOID HEIGHT    -        -15.866 (meters)                     GEOID18
 PU1795  DYNAMIC HEIGHT  -        918.696 (meters)     3014.09  (feet) COMP
 PU1795  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 PU1795
 PU1795  VERT ORDER      -  FIRST     CLASS II
 PU1795
 PU1795.The horizontal coordinates were scaled from a map and have
 PU1795.an estimated accuracy of +/- 6 seconds.
 PU1795
 PU1795.The orthometric height was determined by differential leveling and
 PU1795.adjusted by the NATIONAL GEODETIC SURVEY
 PU1795.in June 1991.
 PU1795
 PU1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1795.GEOID18 height accuracy estimate available here.
 PU1795
 PU1795.Click photographs - Photos may exist for this station.
 PU1795
 PU1795.The dynamic height is computed by dividing the NAVD 88
 PU1795.geopotential number by the normal gravity value computed on the
 PU1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1795.degrees latitude (g = 980.6199 gals.).
 PU1795
 PU1795.The modeled gravity was interpolated from observed gravity values.
 PU1795
 PU1795;                    North         East    Units  Estimated Accuracy
 PU1795;SPC SD N     -   126,660.      300,460.      MT  (+/- 180 meters Scaled)
 PU1795
 PU1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK951736(NAD 83)
 PU1795
 PU1795                          SUPERSEDED SURVEY CONTROL
 PU1795
 PU1795  NGVD 29 (??/??/92)  918.447  (m)         3013.27   (f) ADJ UNCH    1 2
 PU1795
 PU1795.Superseded values are not recommended for survey control.
 PU1795
 PU1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1795.See file dsdata.pdf to determine how the superseded data were derived.
 PU1795
 PU1795_MARKER: DS = TRIANGULATION STATION DISK
 PU1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1795_STAMPING: HORMAN 1962
 PU1795_MARK LOGO: CGS
 PU1795_PROJECTION: FLUSH
 PU1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1795+STABILITY: SURFACE MOTION
 PU1795
 PU1795  HISTORY     - Date     Condition        Report By
 PU1795  HISTORY     - 1962     MONUMENTED       CGS
 PU1795
 PU1795                          STATION DESCRIPTION
 PU1795
 PU1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1795'17.4 MI N FROM BELLE FOURCHE.
 PU1795'ABOUT 17.35 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1795'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE
 PU1795'CREST OF A SMALL HILL IN SECTION 19, T 11 N, R 3 E, 113 FEET
 PU1795'EAST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET EAST OF A FENCE,
 PU1795'77.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 PU1795'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1795'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1796 ***********************************************************************
 PU1796  DESIGNATION -  HORMAN RM 1
 PU1796  PID         -  PU1796
 PU1796  STATE/COUNTY-  SD/BUTTE
 PU1796  COUNTRY     -  US
 PU1796  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1796
 PU1796                         *CURRENT SURVEY CONTROL
 PU1796  ______________________________________________________________________
 PU1796* NAD 83(1986) POSITION- 44 54 36.     (N) 103 47 41.     (W)   SCALED
 PU1796* NAVD 88 ORTHO HEIGHT -   918.706 (meters)     3014.12  (feet) ADJUSTED
 PU1796  ______________________________________________________________________
 PU1796  GEOID HEIGHT    -        -15.866 (meters)                     GEOID18
 PU1796  DYNAMIC HEIGHT  -        918.477 (meters)     3013.37  (feet) COMP
 PU1796  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 PU1796
 PU1796  VERT ORDER      -  FIRST     CLASS II
 PU1796
 PU1796.The horizontal coordinates were scaled from a map and have
 PU1796.an estimated accuracy of +/- 6 seconds.
 PU1796
 PU1796.The orthometric height was determined by differential leveling and
 PU1796.adjusted by the NATIONAL GEODETIC SURVEY
 PU1796.in June 1991.
 PU1796
 PU1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1796.GEOID18 height accuracy estimate available here.
 PU1796
 PU1796.Click photographs - Photos may exist for this station.
 PU1796
 PU1796.The dynamic height is computed by dividing the NAVD 88
 PU1796.geopotential number by the normal gravity value computed on the
 PU1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1796.degrees latitude (g = 980.6199 gals.).
 PU1796
 PU1796.The modeled gravity was interpolated from observed gravity values.
 PU1796
 PU1796;                    North         East    Units  Estimated Accuracy
 PU1796;SPC SD N     -   126,660.      300,460.      MT  (+/- 180 meters Scaled)
 PU1796
 PU1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK951736(NAD 83)
 PU1796
 PU1796                          SUPERSEDED SURVEY CONTROL
 PU1796
 PU1796  NGVD 29 (??/??/92)  918.228  (m)         3012.55   (f) ADJ UNCH    1 2
 PU1796
 PU1796.Superseded values are not recommended for survey control.
 PU1796
 PU1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1796.See file dsdata.pdf to determine how the superseded data were derived.
 PU1796
 PU1796_MARKER: DR = REFERENCE MARK DISK
 PU1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1796_STAMPING: HORMAN NO 1 1962
 PU1796_MARK LOGO: CGS
 PU1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1796+STABILITY: SURFACE MOTION
 PU1796
 PU1796  HISTORY     - Date     Condition        Report By
 PU1796  HISTORY     - 1962     MONUMENTED       CGS
 PU1796
 PU1796                          STATION DESCRIPTION
 PU1796
 PU1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1796'17.4 MI N FROM BELLE FOURCHE.
 PU1796'ABOUT 17.35 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1796'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE
 PU1796'CREST OF A SMALL HILL IN SECTION 19, T 11 N, R 3 E, 167 FEET
 PU1796'EAST OF THE CENTER LINE OF THE HIGHWAY, 131 FEET EAST OF A
 PU1796'FENCE, 60.0 FEET SOUTHEAST OF HORMAN 1962, ABOUT LEVEL WITH
 PU1796'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1794 ***********************************************************************
 PU1794  DESIGNATION -  HORMAN RM 2
 PU1794  PID         -  PU1794
 PU1794  STATE/COUNTY-  SD/BUTTE
 PU1794  COUNTRY     -  US
 PU1794  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1794
 PU1794                         *CURRENT SURVEY CONTROL
 PU1794  ______________________________________________________________________
 PU1794* NAD 83(1986) POSITION- 44 54 36.     (N) 103 47 40.     (W)   SCALED
 PU1794* NAVD 88 ORTHO HEIGHT -   918.729 (meters)     3014.20  (feet) ADJUSTED
 PU1794  ______________________________________________________________________
 PU1794  GEOID HEIGHT    -        -15.866 (meters)                     GEOID18
 PU1794  DYNAMIC HEIGHT  -        918.500 (meters)     3013.45  (feet) COMP
 PU1794  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 PU1794
 PU1794  VERT ORDER      -  FIRST     CLASS II
 PU1794
 PU1794.The horizontal coordinates were scaled from a map and have
 PU1794.an estimated accuracy of +/- 6 seconds.
 PU1794
 PU1794.The orthometric height was determined by differential leveling and
 PU1794.adjusted by the NATIONAL GEODETIC SURVEY
 PU1794.in June 1991.
 PU1794
 PU1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1794.GEOID18 height accuracy estimate available here.
 PU1794
 PU1794.Click photographs - Photos may exist for this station.
 PU1794
 PU1794.The dynamic height is computed by dividing the NAVD 88
 PU1794.geopotential number by the normal gravity value computed on the
 PU1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1794.degrees latitude (g = 980.6199 gals.).
 PU1794
 PU1794.The modeled gravity was interpolated from observed gravity values.
 PU1794
 PU1794;                    North         East    Units  Estimated Accuracy
 PU1794;SPC SD N     -   126,660.      300,480.      MT  (+/- 180 meters Scaled)
 PU1794
 PU1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK951736(NAD 83)
 PU1794
 PU1794                          SUPERSEDED SURVEY CONTROL
 PU1794
 PU1794  NGVD 29 (??/??/92)  918.251  (m)         3012.63   (f) ADJ UNCH    1 2
 PU1794
 PU1794.Superseded values are not recommended for survey control.
 PU1794
 PU1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1794.See file dsdata.pdf to determine how the superseded data were derived.
 PU1794
 PU1794_MARKER: DR = REFERENCE MARK DISK
 PU1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1794_STAMPING: HORMAN NO 2 1962
 PU1794_MARK LOGO: CGS
 PU1794_PROJECTION: FLUSH
 PU1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1794+STABILITY: SURFACE MOTION
 PU1794
 PU1794  HISTORY     - Date     Condition        Report By
 PU1794  HISTORY     - 1962     MONUMENTED       CGS
 PU1794
 PU1794                          STATION DESCRIPTION
 PU1794
 PU1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1794'17.4 MI N FROM BELLE FOURCHE.
 PU1794'ABOUT 17.35 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1794'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE
 PU1794'CREST OF A SMALL HILL IN SECTION 19, T 11 N, R 3 E, 102 FEET
 PU1794'EAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET EAST OF A FENCE,
 PU1794'65.5 FEET SOUTH-SOUTHWEST OF HORMAN 1962, ABOUT LEVEL WITH THE
 PU1794'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU1794'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1704 ***********************************************************************
 PU1704  DESIGNATION -  HORN
 PU1704  PID         -  PU1704
 PU1704  STATE/COUNTY-  SD/LAWRENCE
 PU1704  COUNTRY     -  US
 PU1704  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1704
 PU1704                         *CURRENT SURVEY CONTROL
 PU1704  ______________________________________________________________________
 PU1704* NAD 83(1996) POSITION- 44 26 43.02802(N) 103 41 54.26327(W)   ADJUSTED
 PU1704* NAVD 88 ORTHO HEIGHT -  1200.447 (meters)     3938.47  (feet) ADJUSTED
 PU1704  ______________________________________________________________________
 PU1704  GEOID HEIGHT    -        -14.616 (meters)                     GEOID18
 PU1704  LAPLACE CORR    -         -9.49  (seconds)                    DEFLEC18
 PU1704  DYNAMIC HEIGHT  -       1200.039 (meters)     3937.13  (feet) COMP
 PU1704  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 PU1704
 PU1704  HORZ ORDER      -  SECOND
 PU1704  VERT ORDER      -  SECOND    CLASS 0
 PU1704
 PU1704.The horizontal coordinates were established by classical geodetic methods
 PU1704.and adjusted by the National Geodetic Survey in January 1998.
 PU1704
 PU1704.The orthometric height was determined by differential leveling and
 PU1704.adjusted by the NATIONAL GEODETIC SURVEY
 PU1704.in June 1991.
 PU1704
 PU1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1704.GEOID18 height accuracy estimate available here.
 PU1704
 PU1704.Click photographs - Photos may exist for this station.
 PU1704
 PU1704.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1704
 PU1704.The dynamic height is computed by dividing the NAVD 88
 PU1704.geopotential number by the normal gravity value computed on the
 PU1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1704.degrees latitude (g = 980.6199 gals.).
 PU1704
 PU1704.The modeled gravity was interpolated from observed gravity values.
 PU1704
 PU1704. The following values were computed from the NAD 83(1996) position.
 PU1704
 PU1704;                    North         East     Units Scale Factor Converg.
 PU1704;SPC SD N     -    74,725.424   305,696.384   MT  0.99999464   -2 37 03.0
 PU1704;SPC SD N     -   245,161.66  1,002,938.89   sFT  0.99999464   -2 37 03.0
 PU1704;UTM  13      - 4,922,155.491   603,570.668   MT  0.99973192   +0 54 41.4
 PU1704
 PU1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1704!SPC SD N     -   0.99981410  x   0.99999464  =   0.99980874
 PU1704!UTM  13      -   0.99981410  x   0.99973192  =   0.99954607
 PU1704
 PU1704:                Primary Azimuth Mark                     Grid Az
 PU1704:SPC SD N     -  C 377                                    092 18 12.2
 PU1704:UTM  13      -  C 377                                    088 46 27.8
 PU1704
 PU1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0357022155(NAD 83)
 PU1704
 PU1704|---------------------------------------------------------------------|
 PU1704| PID    Reference Object                     Distance      Geod. Az  |
 PU1704|                                                           dddmmss.s |
 PU1704| PU1707 C 377                                              0894109.2 |
 PU1704| PU1705 HORN RM 2                            18.586 METERS 09222     |
 PU1704| PU1706 HORN RM 1                            17.561 METERS 35846     |
 PU1704|---------------------------------------------------------------------|
 PU1704
 PU1704                          SUPERSEDED SURVEY CONTROL
 PU1704
 PU1704  NAD 83(1993)-  44 26 43.02148(N)    103 41 54.26541(W) AD(       ) 2
 PU1704  NAD 83(1986)-  44 26 43.01699(N)    103 41 54.25849(W) AD(       ) 2
 PU1704  NGVD 29 (??/??/92) 1199.90   (m)         3936.7    (f) COMPUTED    2 0
 PU1704
 PU1704.Superseded values are not recommended for survey control.
 PU1704
 PU1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1704.See file dsdata.pdf to determine how the superseded data were derived.
 PU1704
 PU1704_MARKER: DS = TRIANGULATION STATION DISK
 PU1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1704_STAMPING: HORN 1962
 PU1704_MARK LOGO: CGS
 PU1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1704+STABILITY: SURFACE MOTION
 PU1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1704+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 PU1704
 PU1704  HISTORY     - Date     Condition        Report By
 PU1704  HISTORY     - 1962     MONUMENTED       CGS
 PU1704  HISTORY     - 1962     GOOD             CGS
 PU1704  HISTORY     - 20101210 GOOD             INDIV
 PU1704
 PU1704                          STATION DESCRIPTION
 PU1704
 PU1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1704'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF SPEARFISH, 3.0
 PU1704'MILES WEST-SOUTHWEST OF WHITEWOOD.  IN THE NORTHEAST 1/4 OF THE
 PU1704'NORTHWEST 1/4 SECTION 36, T 6 N, R 3 E.  IT IS ON THE SUMMIT OF A
 PU1704'SMALL GRADE ON THE SOUTH SIDE OF A GRAVELED SECTION LINE ROAD.
 PU1704'ALL MARKS ON THE ROAD RIGHT-OF-WAY.
 PU1704'
 PU1704'TO REACH THE STATION FROM THE POST OFFICE IN SPEARISH, GO SOUTHEAST
 PU1704'AND EAST ON U.S. HIGHWAYS 14 AND 85 FOR 6.4 MILES TO A FORK, TAKE
 PU1704'THE RIGHT FORK AND GO SOUTH ON U.S. HIGHWAY 85 FOR 2.2 MILES TO A
 PU1704'CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED SECTION LINE ROAD
 PU1704'FOR 0.95 MILE TO THE SUMMIT OF A SMALL GRADE AND THE STATION ON THE
 PU1704'RIGHT AS DESCRIBED.  CONTINUE EAST ON THE GRAVELED ROAD FOR
 PU1704'0.05 MILE TO BENCH MARK C 377 AS DESCRIBED.
 PU1704'
 PU1704'STATION MARK IS 30.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 PU1704'10.4 FEET NORTH OF A POWERLINE POLE, 4.0 FEET NORTHWEST OF A METAL
 PU1704'WITNESS POST AND 3.0 FEET NORTH OF A WIRE FENCE.  IT IS
 PU1704'STAMPED--HORN 1962 AND PROJECTS 3 INCHES.
 PU1704'
 PU1704'RM 1 IS 28.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 1.0 FOOT
 PU1704'SOUTH OF A WIRE FENCE AND ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 PU1704'IT IS STAMPED--HORN NO 1 1962 AND PROJECTS 4 INCHES.
 PU1704'
 PU1704'RM 2 IS 47.0 FEET WEST OF THE EAST GATE POST WITH A YELLOW
 PU1704'NORTHWESTERN BELL TELEPHONE COMPANY SIGN, 32.0 FEET SOUTH OF THE
 PU1704'CENTER OF A GRAVELED ROAD, 1.0 FOOT NORTH OF A WIRE FENCE AND ABOUT
 PU1704'1.0 FOOT LOWER THAN THE STATION.  IT IS STAMPED--HORN NO 2 1962
 PU1704'AND PROJECTS 5 INCHES.
 PU1704'
 PU1704'C 377 WAS USED AS THE AZIMUTH MARK, IT IS 28.0 FEET SOUTH OF THE
 PU1704'CENTER OF A GRAVELED ROAD, 10.0 FEET EAST OF THE CENTER OF A WIRE
 PU1704'GATE, 1.5 FEET EAST OF A METAL WITNESS POST AND 1.0 FOOT NORTH OF A
 PU1704'WIRE FENCE.  IT IS STAMPED--C 377 1962 AND PROJECTS 2 INCHES.
 PU1704'
 PU1704'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU1704'CONCRETE CYLINDERS.
 PU1704
 PU1704                          STATION RECOVERY (1962)
 PU1704
 PU1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1704'10.2 MI SE FROM SPEARFISH.
 PU1704'9.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1704'AT SPEARFISH, THENCE 0.95 MILE EAST ALONG A GRAVELED ROAD,
 PU1704'29.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4.4 FEET NORTHEAST
 PU1704'OF A WITNESS POST, 10 FEET NORTH OF A POWER POLE, 2.5 FEET NORTH
 PU1704'OF A FENCE LINE, 1.5 FEET ABOVE THE ROAD, CONCRETE POST PROJECTING
 PU1704'0.2 FOOT.  NEAR THE TOP OF A RISE IN THE ROAD.
 PU1704
 PU1704                          STATION RECOVERY (2010)
 PU1704
 PU1704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (NRO)
 PU1704'WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1706 ***********************************************************************
 PU1706  DESIGNATION -  HORN RM 1
 PU1706  PID         -  PU1706
 PU1706  STATE/COUNTY-  SD/LAWRENCE
 PU1706  COUNTRY     -  US
 PU1706  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1706
 PU1706                         *CURRENT SURVEY CONTROL
 PU1706  ______________________________________________________________________
 PU1706* NAD 83(1986) POSITION- 44 26 43.60   (N) 103 41 54.28   (W)   HD_HELD1
 PU1706* NAVD 88 ORTHO HEIGHT -  1199.405 (meters)     3935.05  (feet) ADJUSTED
 PU1706  ______________________________________________________________________
 PU1706  GEOID HEIGHT    -        -14.617 (meters)                     GEOID18
 PU1706  DYNAMIC HEIGHT  -       1198.998 (meters)     3933.71  (feet) COMP
 PU1706  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 PU1706
 PU1706  VERT ORDER      -  SECOND    CLASS 0
 PU1706
 PU1706.The horizontal coordinates were determined by differentially corrected
 PU1706.hand held GPS observations or other comparable positioning techniques
 PU1706.and have an estimated accuracy of +/- 3 meters.
 PU1706
 PU1706.The orthometric height was determined by differential leveling and
 PU1706.adjusted by the NATIONAL GEODETIC SURVEY
 PU1706.in June 1991.
 PU1706
 PU1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1706.GEOID18 height accuracy estimate available here.
 PU1706
 PU1706.Click photographs - Photos may exist for this station.
 PU1706
 PU1706.The dynamic height is computed by dividing the NAVD 88
 PU1706.geopotential number by the normal gravity value computed on the
 PU1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1706.degrees latitude (g = 980.6199 gals.).
 PU1706
 PU1706.The modeled gravity was interpolated from observed gravity values.
 PU1706
 PU1706;                    North         East    Units  Estimated Accuracy
 PU1706;SPC SD N     -    74,743.1     305,696.8     MT  (+/- 3 meters HH1 GPS) 
 PU1706
 PU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0357022173(NAD 83)
 PU1706
 PU1706                          SUPERSEDED SURVEY CONTROL
 PU1706
 PU1706  NGVD 29 (??/??/92) 1198.86   (m)         3933.3    (f) COMPUTED    2 0
 PU1706
 PU1706.Superseded values are not recommended for survey control.
 PU1706
 PU1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1706.See file dsdata.pdf to determine how the superseded data were derived.
 PU1706
 PU1706_MARKER: DR = REFERENCE MARK DISK
 PU1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1706_STAMPING: HORN NO 1 1962
 PU1706_MARK LOGO: CGS
 PU1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1706+STABILITY: SURFACE MOTION
 PU1706
 PU1706  HISTORY     - Date     Condition        Report By
 PU1706  HISTORY     - 1962     MONUMENTED       CGS
 PU1706
 PU1706                          STATION DESCRIPTION
 PU1706
 PU1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1706'10.2 MI SE FROM SPEARFISH.
 PU1706'9.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1706'AT SPEARFISH, THENCE 0.95 MILE EAST ALONG A GRAVELED ROAD, 30
 PU1706'FEET NORTH OF THE CENTERLINE OF THE ROAD, DIRECTLY ACROSS THE
 PU1706'ROAD FROM THE STATION BM.  0.7 OF A FOOT SOUTH OF A FENCE LINE,
 PU1706'ABOUT 0.5 FOOT LOWER THAN THE ROAD, SET IN A CONCRETE POST
 PU1706'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1705 ***********************************************************************
 PU1705  DESIGNATION -  HORN RM 2
 PU1705  PID         -  PU1705
 PU1705  STATE/COUNTY-  SD/LAWRENCE
 PU1705  COUNTRY     -  US
 PU1705  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1705
 PU1705                         *CURRENT SURVEY CONTROL
 PU1705  ______________________________________________________________________
 PU1705* NAD 83(1986) POSITION- 44 26 43.00   (N) 103 41 53.42   (W)   HD_HELD1
 PU1705* NAVD 88 ORTHO HEIGHT -  1199.936 (meters)     3936.79  (feet) ADJUSTED
 PU1705  ______________________________________________________________________
 PU1705  GEOID HEIGHT    -        -14.617 (meters)                     GEOID18
 PU1705  DYNAMIC HEIGHT  -       1199.529 (meters)     3935.45  (feet) COMP
 PU1705  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 PU1705
 PU1705  VERT ORDER      -  SECOND    CLASS 0
 PU1705
 PU1705.The horizontal coordinates were determined by differentially corrected
 PU1705.hand held GPS observations or other comparable positioning techniques
 PU1705.and have an estimated accuracy of +/- 3 meters.
 PU1705
 PU1705.The orthometric height was determined by differential leveling and
 PU1705.adjusted by the NATIONAL GEODETIC SURVEY
 PU1705.in June 1991.
 PU1705
 PU1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1705.GEOID18 height accuracy estimate available here.
 PU1705
 PU1705.Click photographs - Photos may exist for this station.
 PU1705
 PU1705.The dynamic height is computed by dividing the NAVD 88
 PU1705.geopotential number by the normal gravity value computed on the
 PU1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1705.degrees latitude (g = 980.6199 gals.).
 PU1705
 PU1705.The modeled gravity was interpolated from observed gravity values.
 PU1705
 PU1705;                    North         East    Units  Estimated Accuracy
 PU1705;SPC SD N     -    74,723.7     305,715.0     MT  (+/- 3 meters HH1 GPS) 
 PU1705
 PU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0358922154(NAD 83)
 PU1705
 PU1705                          SUPERSEDED SURVEY CONTROL
 PU1705
 PU1705  NGVD 29 (??/??/92) 1199.39   (m)         3935.0    (f) COMPUTED    2 0
 PU1705
 PU1705.Superseded values are not recommended for survey control.
 PU1705
 PU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1705.See file dsdata.pdf to determine how the superseded data were derived.
 PU1705
 PU1705_MARKER: DR = REFERENCE MARK DISK
 PU1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1705_STAMPING: HORN NO 2 1962
 PU1705_MARK LOGO: CGS
 PU1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1705+STABILITY: SURFACE MOTION
 PU1705
 PU1705  HISTORY     - Date     Condition        Report By
 PU1705  HISTORY     - 1962     MONUMENTED       CGS
 PU1705
 PU1705                          STATION DESCRIPTION
 PU1705
 PU1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1705'10.2 MI SE FROM SPEARFISH.
 PU1705'9.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1705'AT SPEARFISH, THENCE 0.95 MILE EAST ALONG A GRAVELED ROAD, 32
 PU1705'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27.5 FEET WEST OF THE
 PU1705'WEST END OF A WIRE GATE, 2 FEET ABOVE THE ROAD, 1 FOOT NORTH
 PU1705'OF A FENCE LINE, 61.5 FEET EAST OF THE STATION BM, CONCRETE
 PU1705'POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1359 ***********************************************************************
 PU1359  DESIGNATION -  HORSE
 PU1359  PID         -  PU1359
 PU1359  STATE/COUNTY-  SD/BUTTE
 PU1359  COUNTRY     -  US
 PU1359  USGS QUAD   -  NEWELL (2017)
 PU1359
 PU1359                         *CURRENT SURVEY CONTROL
 PU1359  ______________________________________________________________________
 PU1359* NAD 83(1986) POSITION- 44 42 55.     (N) 103 27 48.     (W)   SCALED
 PU1359* NAVD 88 ORTHO HEIGHT -   894.376 (meters)     2934.30  (feet) ADJUSTED
 PU1359  ______________________________________________________________________
 PU1359  GEOID HEIGHT    -        -16.283 (meters)                     GEOID18
 PU1359  DYNAMIC HEIGHT  -        894.147 (meters)     2933.55  (feet) COMP
 PU1359  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 PU1359
 PU1359  VERT ORDER      -  SECOND    CLASS 0
 PU1359
 PU1359.The horizontal coordinates were scaled from a map and have
 PU1359.an estimated accuracy of +/- 6 seconds.
 PU1359
 PU1359.The orthometric height was determined by differential leveling and
 PU1359.adjusted by the NATIONAL GEODETIC SURVEY
 PU1359.in June 1991.
 PU1359
 PU1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1359.GEOID18 height accuracy estimate available here.
 PU1359
 PU1359.Click photographs - Photos may exist for this station.
 PU1359
 PU1359.The dynamic height is computed by dividing the NAVD 88
 PU1359.geopotential number by the normal gravity value computed on the
 PU1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1359.degrees latitude (g = 980.6199 gals.).
 PU1359
 PU1359.The modeled gravity was interpolated from observed gravity values.
 PU1359
 PU1359;                    North         East    Units  Estimated Accuracy
 PU1359;SPC SD N     -   103,870.      325,670.      MT  (+/- 180 meters Scaled)
 PU1359
 PU1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK217524(NAD 83)
 PU1359
 PU1359                          SUPERSEDED SURVEY CONTROL
 PU1359
 PU1359  NGVD 29 (??/??/92)  893.899  (m)         2932.73   (f) ADJ UNCH    2 0
 PU1359
 PU1359.Superseded values are not recommended for survey control.
 PU1359
 PU1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1359.See file dsdata.pdf to determine how the superseded data were derived.
 PU1359
 PU1359_MARKER: DS = TRIANGULATION STATION DISK
 PU1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1359_STAMPING: HORSE 1962
 PU1359_MARK LOGO: CGS
 PU1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1359+STABILITY: SURFACE MOTION
 PU1359
 PU1359  HISTORY     - Date     Condition        Report By
 PU1359  HISTORY     - 1962     MONUMENTED       CGS
 PU1359  HISTORY     - 1963     GOOD             CGS
 PU1359
 PU1359                          STATION DESCRIPTION
 PU1359
 PU1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1359'2.6 MI W FROM NEWELL.
 PU1359'ABOUT 2.1 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU1359'U.S. HIGHWAY 212 AND STATE HIGHWAY 79 AT NEWELL, THENCE 0.3
 PU1359'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ACROSS
 PU1359'A PASTURE, ON TOP OF THE MORE NORTHERLY OF TWO PEAKS IN A PASTURE,
 PU1359'ABOUT LEVEL WITH THE HIGHEST POINT OF THE PEAK, AND SET IN THE
 PU1359'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0794 ***********************************************************************
 QS0794  DESIGNATION -  HORSE
 QS0794  PID         -  QS0794
 QS0794  STATE/COUNTY-  SD/DEWEY
 QS0794  COUNTRY     -  US
 QS0794  USGS QUAD   -  GLENCROSS SE (2017)
 QS0794
 QS0794                         *CURRENT SURVEY CONTROL
 QS0794  ______________________________________________________________________
 QS0794* NAD 83(1996) POSITION- 45 21 18.13745(N) 100 52 23.72039(W)   ADJUSTED
 QS0794* NAVD 88 ORTHO HEIGHT -   656.    (meters)     2152.    (feet) SCALED
 QS0794  ______________________________________________________________________
 QS0794  GEOID HEIGHT    -        -21.514 (meters)                     GEOID18
 QS0794  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 QS0794  HORZ ORDER      -  THIRD
 QS0794
 QS0794.The horizontal coordinates were established by classical geodetic methods
 QS0794.and adjusted by the National Geodetic Survey in January 1998.
 QS0794
 QS0794.The orthometric height was scaled from a topographic map.
 QS0794
 QS0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0794.GEOID18 height accuracy estimate available here.
 QS0794
 QS0794.Click photographs - Photos may exist for this station.
 QS0794
 QS0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0794
 QS0794. The following values were computed from the NAD 83(1996) position.
 QS0794
 QS0794;                    North         East     Units Scale Factor Converg.
 QS0794;SPC SD N     -   169,466.695   531,577.639   MT  0.99995315   -0 37 04.9
 QS0794;SPC SD N     -   555,991.98  1,744,017.64   sFT  0.99995315   -0 37 04.9
 QS0794;UTM  14      - 5,024,098.699   353,273.731   MT  0.99986470   -1 19 58.8
 QS0794
 QS0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0794!SPC SD N     -   0.99990047  x   0.99995315  =   0.99985362
 QS0794!UTM  14      -   0.99990047  x   0.99986470  =   0.99976518
 QS0794
 QS0794:                Primary Azimuth Mark                     Grid Az
 QS0794:SPC SD N     -  HORSE AZ MK                              066 09 02.5
 QS0794:UTM  14      -  HORSE AZ MK                              066 51 56.4
 QS0794
 QS0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5327324098(NAD 83)
 QS0794
 QS0794|---------------------------------------------------------------------|
 QS0794| PID    Reference Object                     Distance      Geod. Az  |
 QS0794|                                                           dddmmss.s |
 QS0794| CO5633 HORSE RM 1                           17.379 METERS 00517     |
 QS0794| CO5632 HORSE AZ MK                                        0653157.6 |
 QS0794| CO5634 HORSE RM 2                           14.426 METERS 09745     |
 QS0794| QS0793 TT 10 MF                             52.985 METERS 35040     |
 QS0794|---------------------------------------------------------------------|
 QS0794
 QS0794                          SUPERSEDED SURVEY CONTROL
 QS0794
 QS0794  NAD 83(1986)-  45 21 18.12947(N)    100 52 23.71872(W) AD(       ) 3
 QS0794  NAD 27      -  45 21 18.17700(N)    100 52 22.18600(W) AD(       ) 3
 QS0794
 QS0794.Superseded values are not recommended for survey control.
 QS0794
 QS0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0794.See file dsdata.pdf to determine how the superseded data were derived.
 QS0794
 QS0794_MARKER: DS = TRIANGULATION STATION DISK
 QS0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0794_STAMPING: HORSE 1952
 QS0794_MARK LOGO: CGS
 QS0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0794+STABILITY: SURFACE MOTION
 QS0794
 QS0794  HISTORY     - Date     Condition        Report By
 QS0794  HISTORY     - 1952     MONUMENTED       CGS
 QS0794
 QS0794                          STATION DESCRIPTION
 QS0794
 QS0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0794'THE STATION IS IN SECTION 18, T 16 N, R 27 E, ABOUT 6-1/2 MILES SOUTH
 QS0794'AND 2-1/4 MILES EAST OF GLENCROSS, 35 FEET EAST OF A WIRE FENCE, AND
 QS0794'40 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0794'
 QS0794'TO REACH THE STATION FROM THE GLENCROSS POST OFFICE GO SOUTH ON GRAVEL
 QS0794'ROAD FOR 0.35 MILE TO A T-INTERSECTION, TURN LEFT AND GO EAST FOR 1.35
 QS0794'MILES TO A CROSSROADS, TURN RIGHT AND GO SOUTH FOR 2.1 MILES TO A
 QS0794'T-INTERSECTION, TURN LEFT AND GO EAST FOR 1.0 MILE TO CROSSROADS, TURN
 QS0794'RIGHT AND FOLLOW MAIN ROAD SOUTH, EAST, AND SOUTHEASTERLY FOR 2.8
 QS0794'MILES TO FORKS, TAKE LEFT FORK AND CONTINUE FOR 1.0 MILE TO A TRACK
 QS0794'ROAD RIGHT JUST BEFORE REACHING POINT WHERE MAIN ROAD CROSSES CATTLE
 QS0794'GUARD, TURN RIGHT AND FOLLLOW TRACK ROAD WEST AND SOUTHWESTERLY FOR
 QS0794'1.2 MILES TO A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT AS
 QS0794'DESCRIBED BELOW, PASS THROUGH GATE AND GO WEST-SOUTHWEST ACROSS
 QS0794'PASTURE FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 QS0794'
 QS0794'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HORSE
 QS0794'1952.
 QS0794'
 QS0794'REFERENCE MARK NO. 1 IS 48 FEET NORTHEAST OF A WHITE 4 IN X 4 IN
 QS0794'WITNESS POST, AND 38 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 4
 QS0794'INCHES, AND THE DISK IS STAMPED HORSE NO 1 1952.
 QS0794'
 QS0794'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED HORSE
 QS0794'NO 2 1952.
 QS0794'
 QS0794'THE AZIMUTH MARK IS 67 FEET WEST OF A WIRE GATE, 8 FEET EAST OF A
 QS0794'WHITE 4 IN X 4 IN WITNESS POST, AND 2 FEET SOUTH OF A WIRE FENCE.  THE
 QS0794'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HORSE 1952.
 QS0794'
 QS0794'A TRAVERSE WAS MADE TO TT 10 (USGS)  THE MARK IS A STANDARD U.S.
 QS0794'GEOLOGICAL SURVEY MARK SET IN THE TOP OF A 10 IN X 10 IN CONCRETE POST
 QS0794'PROJECTING 5 INCHES.  THE DISK IS STAMPED TT 10 MF 1948.
 QS0794'
 QS0794'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2229 ***********************************************************************
 PU2229  DESIGNATION -  HORSE
 PU2229  PID         -  PU2229
 PU2229  STATE/COUNTY-  SD/MEADE
 PU2229  COUNTRY     -  US
 PU2229  USGS QUAD   -  SQUAW BUTTES (2017)
 PU2229
 PU2229                         *CURRENT SURVEY CONTROL
 PU2229  ______________________________________________________________________
 PU2229* NAD 83(1996) POSITION- 44 57 21.54156(N) 102 40 43.90308(W)   ADJUSTED
 PU2229* NAVD 88 ORTHO HEIGHT -   860.    (meters)     2822.    (feet) SCALED
 PU2229  ______________________________________________________________________
 PU2229  GEOID HEIGHT    -        -17.860 (meters)                     GEOID18
 PU2229  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 PU2229  HORZ ORDER      -  SECOND
 PU2229
 PU2229.The horizontal coordinates were established by classical geodetic methods
 PU2229.and adjusted by the National Geodetic Survey in January 1998.
 PU2229
 PU2229.The orthometric height was scaled from a topographic map.
 PU2229
 PU2229.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2229.GEOID18 height accuracy estimate available here.
 PU2229
 PU2229.Click photographs - Photos may exist for this station.
 PU2229
 PU2229.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2229
 PU2229. The following values were computed from the NAD 83(1996) position.
 PU2229
 PU2229;                    North         East     Units Scale Factor Converg.
 PU2229;SPC SD N     -   128,248.170   388,669.706   MT  0.99994049   -1 53 45.4
 PU2229;SPC SD N     -   420,760.87  1,275,160.53   sFT  0.99994049   -1 53 45.4
 PU2229;UTM  13      - 4,980,681.750   683,081.345   MT  1.00001217   +1 38 25.7
 PU2229
 PU2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2229!SPC SD N     -   0.99986791  x   0.99994049  =   0.99980840
 PU2229!UTM  13      -   0.99986791  x   1.00001217  =   0.99988007
 PU2229
 PU2229:                Primary Azimuth Mark                     Grid Az
 PU2229:SPC SD N     -  HORSE AZ MK                              349 06 30.4
 PU2229:UTM  13      -  HORSE AZ MK                              345 34 19.3
 PU2229
 PU2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8308180681(NAD 83)
 PU2229
 PU2229|---------------------------------------------------------------------|
 PU2229| PID    Reference Object                     Distance      Geod. Az  |
 PU2229|                                                           dddmmss.s |
 PU2229| CQ4001 HORSE RM 1                           26.938 METERS 02730     |
 PU2229| CQ4002 HORSE RM 2                            5.090 METERS 21653     |
 PU2229| CQ4000 HORSE AZ MK                                        3471245.0 |
 PU2229|---------------------------------------------------------------------|
 PU2229
 PU2229                          SUPERSEDED SURVEY CONTROL
 PU2229
 PU2229  NAD 83(1993)-  44 57 21.53359(N)    102 40 43.90207(W) AD(       ) 2
 PU2229  NAD 83(1986)-  44 57 21.53223(N)    102 40 43.90134(W) AD(       ) 2
 PU2229  NAD 27      -  44 57 21.57510(N)    102 40 42.31130(W) AD(       ) 2
 PU2229
 PU2229.Superseded values are not recommended for survey control.
 PU2229
 PU2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2229.See file dsdata.pdf to determine how the superseded data were derived.
 PU2229
 PU2229_MARKER: DS = TRIANGULATION STATION DISK
 PU2229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2229_STAMPING: HORSE 1951
 PU2229_MARK LOGO: CGS
 PU2229_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2229
 PU2229  HISTORY     - Date     Condition        Report By
 PU2229  HISTORY     - 1951     MONUMENTED       CGS
 PU2229  HISTORY     - 1962     GOOD             CGS
 PU2229
 PU2229                          STATION DESCRIPTION
 PU2229
 PU2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2229'THE STATION IS ABOUT 12 MILES NORTHWEST OF OPAL AND ABOUT 6 MILES
 PU2229'SOUTHWEST OF MAURINE ON THE SUMMIT OF A HIGH POINTED BUTTE.
 PU2229'
 PU2229'TO REACH THE STATION FROM MAURINE, GO WEST ON U.S. HIGHWAY NO. 212
 PU2229'FOR 3.15 MILES TO A CROSS ROAD.  THEN LEFT, SOUTH, ON A DIRT ROAD
 PU2229'FOR 4.25 MILES TO A TRACK ROAD ON THE RIGHT.  THEN RIGHT, WEST,
 PU2229'ON THE TRACK ROAD FOR 1.1 MILES TO A WIRE FENCE.  THEN LEFT,
 PU2229'SOUTH, ALONG EAST SIDE OF FENCE FOR 0.35 MILE TO A WIRE GATE.
 PU2229'THEN RIGHT, THROUGH GATE, WESTERLY ON A TRACK ROAD FOR 0.15 MILE
 PU2229'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  THEN LEFT,
 PU2229'SOUTHWESTERLY ACROSS PASTURE LAND TO THE END OF TRUCK TRAVEL
 PU2229'AT THE NORTHEAST BASE OF THE BUTTE.  PACK SOUTHERLY FOR ABOUT
 PU2229'100 YARDS TO THE SUMMIT OF THE BUTTE AND THE STATION AS
 PU2229'DESCRIBED.
 PU2229'
 PU2229'THE STATION MARK IS WELDED IN THE TOP OF A 3-INCH IRON PIPE
 PU2229'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED HORSE 1951.
 PU2229'
 PU2229'REFERENCE MARK NO. 1 IS WELDED IN THE TOP OF A 3-INCH IRON PIPE
 PU2229'THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED HORSE NO 1 1951.
 PU2229'
 PU2229'REFERENCE MARK NO. 2 IS WELDED IN THE TOP OF A 3-INCH IRON PIPE
 PU2229'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED HORSE NO 2 1951.
 PU2229'
 PU2229'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE TRACK ROAD.  THE MARK
 PU2229'PROJECTS 8 INCHES AND THE DISK IS STAMPED HORSE 1951.
 PU2229'
 PU2229'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2229'CONCRETE CYLINDER.
 PU2229
 PU2229                          STATION RECOVERY (1962)
 PU2229
 PU2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2229'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PU2229'RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN GOOD CONDITION.
 PU2229'A DIFFERENCE WAS FOUND IN THE DISTANCE MEASUREMENT TO REFERENCE
 PU2229'MARK 1 AND WAS VERIFIED IN THE FIELD.  THE DESCRIPTION TO REACH THE
 PU2229'STATION IS CONSIDERED SATISFACTORY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1358 ***********************************************************************
 PU1358  DESIGNATION -  HORSE RM 1
 PU1358  PID         -  PU1358
 PU1358  STATE/COUNTY-  SD/BUTTE
 PU1358  COUNTRY     -  US
 PU1358  USGS QUAD   -  NEWELL (2017)
 PU1358
 PU1358                         *CURRENT SURVEY CONTROL
 PU1358  ______________________________________________________________________
 PU1358* NAD 83(1986) POSITION- 44 42 55.     (N) 103 27 48.     (W)   SCALED
 PU1358* NAVD 88 ORTHO HEIGHT -   893.522 (meters)     2931.50  (feet) ADJUSTED
 PU1358  ______________________________________________________________________
 PU1358  GEOID HEIGHT    -        -16.283 (meters)                     GEOID18
 PU1358  DYNAMIC HEIGHT  -        893.293 (meters)     2930.75  (feet) COMP
 PU1358  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 PU1358
 PU1358  VERT ORDER      -  SECOND    CLASS 0
 PU1358
 PU1358.The horizontal coordinates were scaled from a map and have
 PU1358.an estimated accuracy of +/- 6 seconds.
 PU1358
 PU1358.The orthometric height was determined by differential leveling and
 PU1358.adjusted by the NATIONAL GEODETIC SURVEY
 PU1358.in June 1991.
 PU1358
 PU1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1358.GEOID18 height accuracy estimate available here.
 PU1358
 PU1358.Click photographs - Photos may exist for this station.
 PU1358
 PU1358.The dynamic height is computed by dividing the NAVD 88
 PU1358.geopotential number by the normal gravity value computed on the
 PU1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1358.degrees latitude (g = 980.6199 gals.).
 PU1358
 PU1358.The modeled gravity was interpolated from observed gravity values.
 PU1358
 PU1358;                    North         East    Units  Estimated Accuracy
 PU1358;SPC SD N     -   103,870.      325,670.      MT  (+/- 180 meters Scaled)
 PU1358
 PU1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK217524(NAD 83)
 PU1358
 PU1358                          SUPERSEDED SURVEY CONTROL
 PU1358
 PU1358  NGVD 29 (??/??/92)  893.045  (m)         2929.93   (f) ADJ UNCH    2 0
 PU1358
 PU1358.Superseded values are not recommended for survey control.
 PU1358
 PU1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1358.See file dsdata.pdf to determine how the superseded data were derived.
 PU1358
 PU1358_MARKER: DR = REFERENCE MARK DISK
 PU1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1358_STAMPING: HORSE NO 1 1962
 PU1358_MARK LOGO: CGS
 PU1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1358+STABILITY: SURFACE MOTION
 PU1358
 PU1358  HISTORY     - Date     Condition        Report By
 PU1358  HISTORY     - 1962     MONUMENTED       CGS
 PU1358  HISTORY     - 1963     GOOD             CGS
 PU1358
 PU1358                          STATION DESCRIPTION
 PU1358
 PU1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1358'2.6 MI W FROM NEWELL.
 PU1358'ABOUT 2.1 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU1358'U.S. HIGHWAY 212 AND STATE HIGHWAY 79 AT NEWELL, THENCE 0.3 MILE
 PU1358'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ACROSS A
 PU1358'PASTURE, ON THE SOUTH SLOPE OF THE MORE NORTHERLY OF TWO ROUND
 PU1358'PEAKS IN THE PASTURE, 35.1 FEET SOUTHEAST OF THE STATION MARK,
 PU1358'ABOUT 3 FEET BELOW THE LEVEL OF THE TOP OF THE PEAK, AND SET IN
 PU1358'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1360 ***********************************************************************
 PU1360  DESIGNATION -  HORSE RM 2
 PU1360  PID         -  PU1360
 PU1360  STATE/COUNTY-  SD/BUTTE
 PU1360  COUNTRY     -  US
 PU1360  USGS QUAD   -  NEWELL (2017)
 PU1360
 PU1360                         *CURRENT SURVEY CONTROL
 PU1360  ______________________________________________________________________
 PU1360* NAD 83(1986) POSITION- 44 42 55.     (N) 103 27 48.     (W)   SCALED
 PU1360* NAVD 88 ORTHO HEIGHT -   894.508 (meters)     2934.73  (feet) ADJUSTED
 PU1360  ______________________________________________________________________
 PU1360  GEOID HEIGHT    -        -16.283 (meters)                     GEOID18
 PU1360  DYNAMIC HEIGHT  -        894.278 (meters)     2933.98  (feet) COMP
 PU1360  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 PU1360
 PU1360  VERT ORDER      -  SECOND    CLASS 0
 PU1360
 PU1360.The horizontal coordinates were scaled from a map and have
 PU1360.an estimated accuracy of +/- 6 seconds.
 PU1360
 PU1360.The orthometric height was determined by differential leveling and
 PU1360.adjusted by the NATIONAL GEODETIC SURVEY
 PU1360.in June 1991.
 PU1360
 PU1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1360.GEOID18 height accuracy estimate available here.
 PU1360
 PU1360.Click photographs - Photos may exist for this station.
 PU1360
 PU1360.The dynamic height is computed by dividing the NAVD 88
 PU1360.geopotential number by the normal gravity value computed on the
 PU1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1360.degrees latitude (g = 980.6199 gals.).
 PU1360
 PU1360.The modeled gravity was interpolated from observed gravity values.
 PU1360
 PU1360;                    North         East    Units  Estimated Accuracy
 PU1360;SPC SD N     -   103,870.      325,670.      MT  (+/- 180 meters Scaled)
 PU1360
 PU1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK217524(NAD 83)
 PU1360
 PU1360                          SUPERSEDED SURVEY CONTROL
 PU1360
 PU1360  NGVD 29 (??/??/92)  894.031  (m)         2933.17   (f) ADJ UNCH    2 0
 PU1360
 PU1360.Superseded values are not recommended for survey control.
 PU1360
 PU1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1360.See file dsdata.pdf to determine how the superseded data were derived.
 PU1360
 PU1360_MARKER: DR = REFERENCE MARK DISK
 PU1360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1360_STAMPING: HORSE NO 2 1962
 PU1360_MARK LOGO: CGS
 PU1360_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1360
 PU1360  HISTORY     - Date     Condition        Report By
 PU1360  HISTORY     - 1962     MONUMENTED       CGS
 PU1360  HISTORY     - 1963     GOOD             CGS
 PU1360
 PU1360                          STATION DESCRIPTION
 PU1360
 PU1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1360'2.6 MI W FROM NEWELL.
 PU1360'ABOUT 2.1 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU1360'U.S. HIGHWAY 212 AND STATE HIGHWAY 79 AT NEWELL, THENCE 0.3
 PU1360'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ACROSS A
 PU1360'PASTURE, ON THE TOP OF THE NORTHWEST EDGE OF THE HIGHEST POINT
 PU1360'OF THE MORE NORTHERLY OF TWO ROUND PEAKS IN THE PASTURE, 11.6
 PU1360'FEET NORTHWEST OF THE STATION MARK, ABOUT LEVEL WITH THE TOP OF
 PU1360'THE PEAK, A CAP ON AN IRON PIPE THAT PROJECTS 24 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0850 ***********************************************************************
 PR0850  DESIGNATION -  HORSWILL RESET
 PR0850  PID         -  PR0850
 PR0850  STATE/COUNTY-  SD/HAMLIN
 PR0850  COUNTRY     -  US
 PR0850  USGS QUAD   -  HAYTI (2017)
 PR0850
 PR0850                         *CURRENT SURVEY CONTROL
 PR0850  ______________________________________________________________________
 PR0850* NAD 83(1996) POSITION- 44 43 38.99040(N) 097 08 10.35067(W)   ADJUSTED
 PR0850* NAVD 88 ORTHO HEIGHT -   571.5   (meters)     1875.    (feet) VERTCON3
 PR0850  ______________________________________________________________________
 PR0850  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 PR0850  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 PR0850  HORZ ORDER      -  FIRST
 PR0850
 PR0850.The horizontal coordinates were established by classical geodetic methods
 PR0850.and adjusted by the National Geodetic Survey in January 1998.
 PR0850
 PR0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0850
 PR0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0850.GEOID18 height accuracy estimate available here.
 PR0850
 PR0850.Click photographs - Photos may exist for this station.
 PR0850
 PR0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0850
 PR0850. The following values were computed from the NAD 83(1996) position.
 PR0850
 PR0850;                    North         East     Units Scale Factor Converg.
 PR0850;SPC SD N     -   103,373.419   826,811.115   MT  0.99995499   +2 01 36.5
 PR0850;SPC SD N     -   339,150.96  2,712,629.47   sFT  0.99995499   +2 01 36.5
 PR0850;UTM  14      - 4,954,369.154   647,590.189   MT  0.99986787   +1 18 42.7
 PR0850
 PR0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0850!SPC SD N     -   0.99991431  x   0.99995499  =   0.99986931
 PR0850!UTM  14      -   0.99991431  x   0.99986787  =   0.99978219
 PR0850
 PR0850:                Primary Azimuth Mark                     Grid Az
 PR0850:SPC SD N     -  HORSWILL AZ MK                           032 20 56.6
 PR0850:UTM  14      -  HORSWILL AZ MK                           033 03 50.4
 PR0850
 PR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4759054369(NAD 83)
 PR0850
 PR0850|---------------------------------------------------------------------|
 PR0850| PID    Reference Object                     Distance      Geod. Az  |
 PR0850|                                                           dddmmss.s |
 PR0850| PR0825 WATERTOWN SMALL MUN STANDPIPE       APPROX.20.2 KM 0040906.9 |
 PR0850| PR0831 WATERTOWN COURTHOUSE SPIRE          APPROX.19.3 KM 0044314.1 |
 PR0850| PR0829 WATERTOWN METH CH SPIRE             APPROX.19.0 KM 0045856.5 |
 PR0850| CO5635 HORSWILL AZ MK                                     0342233.1 |
 PR0850| CO5637 HORSWILL RM 1                        23.582 METERS 07020     |
 PR0850| PR1011 OLSON LUTHERAN CH 4 1/2 MI          APPROX.23.9 KM 0765457.2 |
 PR0850| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX. 8.4 KM 0930216.4 |
 PR0850| CO5638 HORSWILL RM 2                        23.649 METERS 18041     |
 PR0850| PR0848 LAKE NORDEN MUNICIPAL TANK          APPROX.17.4 KM 1994824.0 |
 PR0850| CO5636 HORSWILL RM                                        34235     |
 PR0850|---------------------------------------------------------------------|
 PR0850
 PR0850                          SUPERSEDED SURVEY CONTROL
 PR0850
 PR0850  NAD 83(1986)-  44 43 38.98602(N)    097 08 10.33171(W) AD(       ) 1
 PR0850  NAD 27      -  44 43 39.11725(N)    097 08 09.07266(W) AD(       ) 1
 PR0850  USSD        -  44 43 39.28200(N)    097 08 09.51500(W) AD(       ) 3
 PR0850  NGVD 29 (07/19/86)  571.2    (m)         1874.     (f) VERT ANG       
 PR0850
 PR0850.Superseded values are not recommended for survey control.
 PR0850
 PR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0850.See file dsdata.pdf to determine how the superseded data were derived.
 PR0850
 PR0850_MARKER: DS = TRIANGULATION STATION DISK
 PR0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0850_STAMPING: HORSEWILL 1903 1935
 PR0850_MARK LOGO: CGS
 PR0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0850+STABILITY: SURFACE MOTION
 PR0850
 PR0850  HISTORY     - Date     Condition        Report By
 PR0850  HISTORY     - 1903     MONUMENTED       CGS
 PR0850  HISTORY     - 1934     GOOD             SDGS
 PR0850  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0850  HISTORY     - 1968     GOOD             USGS
 PR0850  HISTORY     - 1974     GOOD             NGS
 PR0850
 PR0850                          STATION DESCRIPTION
 PR0850
 PR0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0850'STATION IS SITUATED NEAR THE CENTER OF THE W HALF NE 1/4 SEC.
 PR0850'36, T 115 N, R 53 W, ON LAND BELONGING TO J. HORSWILL.  IT IS
 PR0850'5 MILES W OF THE TOWN OF CASTLEWOOD AND IS ON THE HIGH POINT
 PR0850'OF THE RISING GROUND.  THE STATION IS MARKED BY A STANDARD DISK,
 PR0850'THE REFERENCE MARK BEING AT THE NW CORNER OF THE 1/4 SECTION AT
 PR0850'THE S EDGE OF THE ROAD, 0.39 METER S OF THE WIRE FENCE RUNNING
 PR0850'W FROM THE CORNER AND 1.11 METERS E OF THE FENCE RUNNING S
 PR0850'FROM THE CORNER AND 417.900 METERS FROM THE STATION N 17 DEG 24 MIN W.
 PR0850'IT IS 7.42 METERS LOWER IN ELEVATION
 PR0850'THAN THE STATION.  THE STONE MARKING THE CENTER OF THE N SIDE OF
 PR0850'THE SECTION IS CONNECTED WITH THE STATION.  THE FOLLOWING
 PR0850'BEARINGS AND DISTANCES ARE FROM THE TRIANGULATION STATION--J.
 PR0850'HORSWILLS WINDMILL TOWER, S 73 DEG 59 MIN E, ABOUT 300
 PR0850'METERS.  HOUSE CHIMNEY, S 46 DEG 10 MIN E, ABOUT 1
 PR0850'MILE.  A. PARLIAMENTS WINDMILL TOWER, N 71 DEG 21 MIN W, ABOUT
 PR0850'1,200 METERS.
 PR0850
 PR0850                          STATION RECOVERY (1934)
 PR0850
 PR0850'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PR0850'STATION AND REFERENCE MARK WERE RECOVERED AND FOUND IN GOOD
 PR0850'CONDITION.
 PR0850'
 PR0850'NO AZIMUTHS OR MEASUREMENTS WERE CHECKED.
 PR0850
 PR0850                          STATION RECOVERY (1935)
 PR0850
 PR0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0850'THE STATION MARK WAS RECOVERED AS DESCRIBED BUT THE REFERENCE
 PR0850'MARK WAS NOT.  THE OLD MARK WAS REMOVED AND REPLACED BY A STANDARD
 PR0850'DISK IN SQUARE CONCRETE POST, AND STAMPED HORSWILL 1903 1935.
 PR0850'THE LAND IS OWNED BY THE CHESTER BROTHERS ESTATE AND IS TENANTED
 PR0850'BY MR. GEORGE LEE.  THE MARK IS SET IN A PASTURE FIELD ON
 PR0850'HIGHEST PART OF SMALL HILL AND IS 195 FEET SW OF FENCE LINE ON E
 PR0850'SIDE OF PASTURE.  THIS FENCE LINE RUNS SE AND NW.
 PR0850'
 PR0850'REFERENCE MARK NO. 1, ESTABLISHED IN 1935, IS NE OF THE STATION
 PR0850'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2,
 PR0850'ESTABLISHED IN 1935, IS S OF THE STATION AND PROJECTS 6 INCHES.
 PR0850'
 PR0850'AZIMUTH MARK, ESTABLISHED IN 1935, IS NE OF THE STATION ON
 PR0850'THE N EDGE OF THE RIGHT-OF-WAY OF AN E-W ROAD, 25 FEET N OF
 PR0850'THE CENTER LINE OF THE ROAD, 1 FOOT S OF THE N RIGHT-OF-WAY
 PR0850'FENCE, 3 FEET E OF A FENCE CORNER POST, APPROXIMATELY 0.2 MILE
 PR0850'W OF A DIRT CROSS ROAD AND PROJECTS 10 INCHES.
 PR0850'
 PR0850'THE STATION IS REACHED BY GOING S FROM WATERTOWN ON U.S.
 PR0850'HIGHWAY 81 FOR ABOUT 10 MILES TO WHERE S. DAK. 22 TURNS E TO
 PR0850'CASTLEWOOD.  HERE TURN W ON DIRT ROAD 1.0 MILE AND TURN S AT
 PR0850'DIRT CROSSROADS.  FOLLOW THIS ROAD 0.3 MILE TO LANE ON RIGHT
 PR0850'LEADING INTO YARD OF MR. LEE.  CONTINUE ON LANE PAST S SIDE OF
 PR0850'BARN AND ON W INTO PASTURE 0.5 MILE TO HIGHEST PART OF PASTURE
 PR0850'AND STATION.
 PR0850'
 PR0850'THE DISTANCE BETWEEN REFERENCE MARKS COMPUTED IS 127.21 FEET.
 PR0850
 PR0850                          STATION RECOVERY (1968)
 PR0850
 PR0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0850'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 PR0850'GOOD CONDITION AS DESCRIBED.
 PR0850'
 PR0850'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED.
 PR0850'
 PR0850'THE OLD DESCRIPTION IS ADEQUATE.
 PR0850
 PR0850                          STATION RECOVERY (1974)
 PR0850
 PR0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PR0850'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 PR0850'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PR0850'
 PR0850'A NEW DESCRIPTION FOLLOWS--
 PR0850'
 PR0850'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF WATERTOWN, 5
 PR0850'MILES WEST OF CASTLEWOOD, 1.5 MILES WEST OF U.S. HIGHWAY 81,
 PR0850'0.3 MILE SOUTH OF A GRADED ROAD, AND ABOUT 200 YARDS SOUTHEAST
 PR0850'OF A FARMSTEAD OWNED BY MR. BRUCE GAEDE, ON THE TOP OF A SMALL
 PR0850'FLAT-TOPPED ROCKY HILL IN PASTURE LAND OWNED BY MRS. HARRIET
 PR0850'PENNY AND FARMED BY MR. CASEY SMITH - THE FARM RESIDENCE IS
 PR0850'ABOUT 0.5 MILE EAST-SOUTHEAST OF THE STATION.
 PR0850'
 PR0850'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 PR0850'81 AND 212 AT WATERTOWN, GO SOUTH ON HIGHWAY 81 FOR 11.3 MILES
 PR0850'TO A CROSSROAD WITH STATE HIGHWAY 22 LEADING EAST AND A GRAVELED
 PR0850'ROAD LEADING WEST, TURN RIGHT AND GO WEST ON THE GRAVELED
 PR0850'ROAD 1.0 MILE TO A CROSSROAD*, CONTINUE WEST ON THE GRAVELED
 PR0850'ROAD 0.25 MILE TO A FIELD ENTRANCE ON THE RIGHT AND THE AZIMUTH
 PR0850'MARK AS DESCRIBED, CONTINUE WEST 0.3 MILE TO A DRIVEWAY ON THE
 PR0850'LEFT LEADING INTO THE FARMSTEAD OF MR. BRUCE GAEDE, FOLLOW THE
 PR0850'DRIVEWAY SOUTH 0.2 MILE TO THE HOUSE AND ETT.  PACK SOUTHEAST
 PR0850'ACROSS PASTURE ABOUT 200 YARDS TO THE TOP OF THE HILL AND
 PR0850'THE STATION AS DESCRIBED.
 PR0850'
 PR0850'*TURN LEFT AT THE CROSSROAD AND GO SOUTH 0.3 MILE TO THE PROPERTY
 PR0850'OWNERS FARMSTEAD ON THE RIGHT.  THE STATION CAN BE REACHED BY
 PR0850'FOLLOWING THE LANE WEST FROM THE BARN TO THE PASTURE, IT IS
 PR0850'ROUGH AND THERE ARE A NUMBER OF LARGE ROCKS IN THE LANE.
 PR0850'
 PR0850'THE STATION MARK IS A STANDARD DISK STAMPED HORSWILL 1903 1935,
 PR0850'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT
 PR0850'IS NEAR THE CENTER OF THE HILLTOP, 407 FEET EAST OF A T FENCE
 PR0850'CORNER AT THE SOUTHEAST CORNER OF THE GAEDE FARMSTEAD.
 PR0850'
 PR0850'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HORSWILL NO
 PR0850'1 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 PR0850'PROJECTS 8-INCHES.  IT IS AT THE EAST EDGE OF THE HILLTOP,
 PR0850'130 FEET SOUTHWEST OF A FENCE ALONG THE NORTHEAST SIDE OF THE
 PR0850'PASTURE.
 PR0850'
 PR0850'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HORSWILL NO
 PR0850'2 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 PR0850'PROJECTS 8-INCHES.  IT IS AT THE SOUTH EDGE OF THE HILLTOP.
 PR0850'
 PR0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HORSWILL 1935, SET
 PR0850'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 PR0850'IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 26.5
 PR0850'FEET SOUTHEAST OF A T FENCE CORNER, 17 FEET SOUTH OF THE NORTH
 PR0850'RIGHT-OF-WAY FENCE LINE AND METAL WITNESS POST, AND 11 FEET
 PR0850'EAST OF THE CENTER OF A FIELD ENTRANCE.
 PR0850'
 PR0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 PR0850'WEST OF CASTLEWOOD
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0802 ***********************************************************************
 OQ0802  DESIGNATION -  HOSPITAL
 OQ0802  PID         -  OQ0802
 OQ0802  STATE/COUNTY-  SD/MINNEHAHA
 OQ0802  COUNTRY     -  US
 OQ0802  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0802
 OQ0802                         *CURRENT SURVEY CONTROL
 OQ0802  ______________________________________________________________________
 OQ0802* NAD 83(1996) POSITION- 43 32 07.50227(N) 096 44 34.24393(W)   ADJUSTED
 OQ0802* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 OQ0802  ______________________________________________________________________
 OQ0802  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 OQ0802  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 OQ0802  HORZ ORDER      -  FIRST
 OQ0802
 OQ0802.The horizontal coordinates were established by classical geodetic methods
 OQ0802.and adjusted by the National Geodetic Survey in January 1998.
 OQ0802
 OQ0802.The orthometric height was scaled from a topographic map.
 OQ0802
 OQ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0802.GEOID18 height accuracy estimate available here.
 OQ0802
 OQ0802.Click photographs - Photos may exist for this station.
 OQ0802
 OQ0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0802
 OQ0802. The following values were computed from the NAD 83(1996) position.
 OQ0802
 OQ0802;                    North         East     Units Scale Factor Converg.
 OQ0802;SPC SD S     -   139,812.193   890,099.829   MT  0.99990791   +2 28 36.9
 OQ0802;SPC SD S     -   458,700.50  2,920,269.19   sFT  0.99990791   +2 28 36.9
 OQ0802;UTM  14      - 4,822,749.809   682,373.924   MT  1.00000913   +1 33 18.6
 OQ0802
 OQ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0802!SPC SD S     -   0.99993212  x   0.99990791  =   0.99984003
 OQ0802!UTM  14      -   0.99993212  x   1.00000913  =   0.99994125
 OQ0802
 OQ0802:                Primary Azimuth Mark                     Grid Az
 OQ0802:SPC SD S     -  HOSPITAL AZ MK                           330 08 20.4
 OQ0802:UTM  14      -  HOSPITAL AZ MK                           331 03 38.7
 OQ0802
 OQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8237322749(NAD 83)
 OQ0802
 OQ0802|---------------------------------------------------------------------|
 OQ0802| PID    Reference Object                     Distance      Geod. Az  |
 OQ0802|                                                           dddmmss.s |
 OQ0802| OQ0783 SIOUX FALLS BREWING CO STACK        APPROX. 2.6 KM 0254758.0 |
 OQ0802| OQ0809 SIOUX FALLS FIRST BAP CH CROSS      APPROX. 1.6 KM 0282517.5 |
 OQ0802| OQ0821 SIOUX FALLS J MORRELL CO N STK      APPROX. 3.7 KM 0305844.9 |
 OQ0802| OQ0820 SIOUX FALLS J MORRELL CO S STK      APPROX. 3.7 KM 0310148.2 |
 OQ0802| OQ0806 SIOUX FALLS N ST PWR CO STK         APPROX. 3.0 KM 0355758.5 |
 OQ0802| OQ0791 SIOUX FALLS FIRE STATION            APPROX. 1.6 KM 0363329.2 |
 OQ0802| OQ0816 SIOUX FALLS FIRST METH CH           APPROX. 1.2 KM 0421512.2 |
 OQ0802| OQ0785 SIOUX FALLS FIRST LUTH CH           APPROX. 1.4 KM 0473930.9 |
 OQ0802| OQ0795 SIOUX FALLS FRANKLIN SCH STK        APPROX. 3.4 KM 0491941.9 |
 OQ0802| OQ0776 SIOUX FALLS WASHINGTON HS STK       APPROX. 1.4 KM 0492858.1 |
 OQ0802| OQ0779 SIOUX FALLS BANCROFT SCH STACK      APPROX. 3.4 KM 0632006.3 |
 OQ0802| OQ0796 SIOUX FALLS S DAK DEAF SCH STK      APPROX. 3.5 KM 0664125.0 |
 OQ0802| OQ0811 SIOUX FALLS LOWELL SCH STK          APPROX. 0.5 KM 0681533.3 |
 OQ0802| OQ0814 SIOUX FALLS LEWIS AVE MUN TANK      APPROX. 3.6 KM 0703945.3 |
 OQ0802| OQ0798 SIOUX FALLS ALL SAINTS SCH CUP      APPROX. 1.2 KM 0811223.4 |
 OQ0802| CO3726 HOSPITAL RM 1                         2.338 METERS 08946     |
 OQ0802| OQ0807 SIOUX FALLS LONGFELLOW SCH STK      APPROX. 1.9 KM 0913927.3 |
 OQ0802| OQ0810 SIOUX FALLS MC KENNAN HOSP STK      APPROX. 2.2 KM 0921018.7 |
 OQ0802| CO3725 HOSPITAL AZ MK                                     3323657.3 |
 OQ0802|---------------------------------------------------------------------|
 OQ0802
 OQ0802                          SUPERSEDED SURVEY CONTROL
 OQ0802
 OQ0802  NAD 83(1995)-  43 32 07.50371(N)    096 44 34.24186(W) AD(       ) 1
 OQ0802  NAD 83(1986)-  43 32 07.50566(N)    096 44 34.22068(W) AD(       ) 1
 OQ0802  NAD 27      -  43 32 07.59700(N)    096 44 33.03700(W) AD(       ) 1
 OQ0802
 OQ0802.Superseded values are not recommended for survey control.
 OQ0802
 OQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0802.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0802
 OQ0802_MARKER: DS = TRIANGULATION STATION DISK
 OQ0802_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OQ0802_SP_SET: BUILDING ROOF
 OQ0802_STAMPING: HOSPITAL 1935
 OQ0802_MARK LOGO: CGS
 OQ0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0802+STABILITY: POSITION/ELEVATION WELL
 OQ0802
 OQ0802  HISTORY     - Date     Condition        Report By
 OQ0802  HISTORY     - 1935     MONUMENTED       CGS
 OQ0802
 OQ0802                          STATION DESCRIPTION
 OQ0802
 OQ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0802'STATION IS LOCATED WITHIN THE CITY LIMITS OF SIOUX FALLS, IN THE
 OQ0802'SOUTHEAST QUARTER SEC. 20, T. 101 N., R. 49 W., ON THE ROOF OF
 OQ0802'THE SIOUX VALLEY HOSPITAL AT TWENTIETH STREET AND EUCLID AVENUE.
 OQ0802'MARK IS SET IN DRILL HOLE IN ONE OF THE TWO PARAPET WALLS THAT
 OQ0802'PROJECT TOWARD THE WEST FROM THE EAST SIDE CENTER OF THE ROOF.
 OQ0802'THESE TWO WALLS FORM THE ELEVATOR SHAFT OF THE BUILDING.
 OQ0802'
 OQ0802'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 16 IN SIOUX
 OQ0802'FALLS BY GOING SOUTH ON U.S. HIGHWAY 77 (MINNESOTA AVENUE) FOR
 OQ0802'0.65 MILE TO TWINTIETH STREET.  LEAVE U.S. HIGHWAY 77, TURN
 OQ0802'RIGHT (WEST) ON TWENTIETH STREET AND GO 0.55 MILE TO HOSPITAL.
 OQ0802'
 OQ0802'REFERENCE MARK NO. 1 IS 7.67 FEET (2.338 METERS) EAST OF STATION,
 OQ0802'SET IN DRILL HOLE IN PARAPET RUNNING NORTH-AND-SOUTH ON EAST SIDE
 OQ0802'OF BUILDING AND IS 27.5 FEET NORTH OF FLAGPOLE.
 OQ0802'
 OQ0802'REFERENCE MARK NO. 2 IS 7.40 FEET (2.255 METERS) NORTH OF STATION,
 OQ0802'SET IN DRILL HOLE IN PARAPET RUNNING EAST AND WEST, 9 FEET WEST
 OQ0802'OF EAST EDGE OF BUILDING.  THIS PARAPET IS THE MORE NORTHERN OF
 OQ0802'TWO FORMING THE ELEVATOR SHAFT OF THE BUILDING.
 OQ0802'
 OQ0802'AZIMUTH MARK IS REACHED FROM BACK OF SIOUX VALLEY HOSPITAL BY
 OQ0802'GOING NORTH TO FIRST EAST-WEST STREET, TURN LEFT (WEST) AND GO
 OQ0802'0.2 MILE TO FIRST NORTH-SOUTH STREET, TURN RIGHT (NORTH) AND GO
 OQ0802'0.35 MILE TO MARK.  IT IS SET 21 FEET WEST OF CENTERLINE OF
 OQ0802'NORTH-SOUTH STREET, 21 FEET SOUTH OF FENCE CORNER, AND IN
 OQ0802'NORTH-SOUTH FENCE LINE.
 OQ0802'
 OQ0802'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1100 ***********************************************************************
 PT1100  DESIGNATION -  HOSUPA
 PT1100  PID         -  PT1100
 PT1100  STATE/COUNTY-  SD/DEWEY
 PT1100  COUNTRY     -  US
 PT1100  USGS QUAD   -  HERBERT CREEK NE (2017)
 PT1100
 PT1100                         *CURRENT SURVEY CONTROL
 PT1100  ______________________________________________________________________
 PT1100* NAD 83(1996) POSITION- 44 58 34.36332(N) 101 07 27.86605(W)   ADJUSTED
 PT1100* NAVD 88 ORTHO HEIGHT -   733.    (meters)     2405.    (feet) SCALED
 PT1100  ______________________________________________________________________
 PT1100  GEOID HEIGHT    -        -21.511 (meters)                     GEOID18
 PT1100  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 PT1100  HORZ ORDER      -  FIRST
 PT1100
 PT1100.The horizontal coordinates were established by classical geodetic methods
 PT1100.and adjusted by the National Geodetic Survey in January 1998.
 PT1100
 PT1100.The orthometric height was scaled from a topographic map.
 PT1100
 PT1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1100.GEOID18 height accuracy estimate available here.
 PT1100
 PT1100.Click photographs - Photos may exist for this station.
 PT1100
 PT1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1100
 PT1100. The following values were computed from the NAD 83(1996) position.
 PT1100
 PT1100;                    North         East     Units Scale Factor Converg.
 PT1100;SPC SD N     -   127,615.100   511,315.547   MT  0.99993996   -0 47 44.8
 PT1100;SPC SD N     -   418,683.87  1,677,541.09   sFT  0.99993996   -0 47 44.8
 PT1100;UTM  14      - 4,982,503.286   332,494.858   MT  0.99994502   -1 30 06.9
 PT1100
 PT1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1100!SPC SD N     -   0.99988854  x   0.99993996  =   0.99982850
 PT1100!UTM  14      -   0.99988854  x   0.99994502  =   0.99983356
 PT1100
 PT1100:                Primary Azimuth Mark                     Grid Az
 PT1100:SPC SD N     -  HOSUPA AZ MK                             183 12 51.7
 PT1100:UTM  14      -  HOSUPA AZ MK                             183 55 13.8
 PT1100
 PT1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3249482503(NAD 83)
 PT1100
 PT1100|---------------------------------------------------------------------|
 PT1100| PID    Reference Object                     Distance      Geod. Az  |
 PT1100|                                                           dddmmss.s |
 PT1100| QS0878 PARADE BAGLEY GRAIN ELEVATOR        APPROX. 5.7 KM 0162730.9 |
 PT1100| QS0876 SIMONS BARN AIR VENTILATOR          APPROX. 9.8 KM 0573140.0 |
 PT1100| CQ4012 HOSUPA AZ MK                                       1822506.9 |
 PT1100| CQ4013 HOSUPA RM 1                          71.784 METERS 27342     |
 PT1100| CQ4014 HOSUPA RM 2                          39.911 METERS 34413     |
 PT1100|---------------------------------------------------------------------|
 PT1100
 PT1100                          SUPERSEDED SURVEY CONTROL
 PT1100
 PT1100  NAD 83(1986)-  44 58 34.35591(N)    101 07 27.86568(W) AD(       ) 1
 PT1100  NAD 27      -  44 58 34.41800(N)    101 07 26.33400(W) AD(       ) 1
 PT1100
 PT1100.Superseded values are not recommended for survey control.
 PT1100
 PT1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1100.See file dsdata.pdf to determine how the superseded data were derived.
 PT1100
 PT1100_MARKER: DS = TRIANGULATION STATION DISK
 PT1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1100_STAMPING: HOSUPA 1938
 PT1100_MARK LOGO: CGS
 PT1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1100+STABILITY: SURFACE MOTION
 PT1100
 PT1100  HISTORY     - Date     Condition        Report By
 PT1100  HISTORY     - 1938     MONUMENTED       CGS
 PT1100  HISTORY     - 1952     GOOD             CGS
 PT1100
 PT1100                          STATION DESCRIPTION
 PT1100
 PT1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PT1100'STATION IS LOCATED IN THE CHEYENNE RIVER INDIAN RESERVATION,
 PT1100'ABOUT 3-1/2 MILES S AND 1 MILE W OF PARADE, ON THE EXTREME
 PT1100'S END OF A LONG RIDGE EXTENDING S FROM THE MAIN FOX RIDGE,
 PT1100'AND LYING BETWEEN HOSUPA AND AEBER CREEKS.
 PT1100'
 PT1100'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT1100'BRONZE DISKS SET IN CONCRETE.
 PT1100'
 PT1100'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD STATION
 PT1100'IN PARADE GO W ON U.S. HIGHWAY 212, 0.65 MILE TO A SIDE ROAD ON
 PT1100'THE LEFT, TURN LEFT (S) AND GO 0.95 MILE TO A GROUP OF FARM
 PT1100'BUILDINGS, TAKE ROAD SW AND GO 0.35 MILE TO THE HOUSE WITH A
 PT1100'WINDMILL, GO DUE S 0.5 MILE TO A FENCE CORNER, TURN RIGHT (W)
 PT1100'WITH MAIN ROAD AND GO 0.25 MILE, TURN LEFT (S) BETWEEN TWO
 PT1100'CULTIVATED FIELDS 0.5 MILE TO A WIRE GATE, GO THROUGH GATE AND
 PT1100'FOLLOW MAIN ROAD A LITTLE E OF S 1.2 MILES, TO JUST BEFORE
 PT1100'TRAIL DROPS OFF THE ABRUPT END OF A RIDGE, GO E ACROSS
 PT1100'PASTURE 0.1 MILE TO TOP OF KNOLL AND STATION.
 PT1100'
 PT1100'AZIMUTH MARK IS 0.6 MILE S OF THE STATION BY THE E EDGE OF THE
 PT1100'ROAD.
 PT1100'
 PT1100'HEIGHT OF LIGHT ABOVE STATION MARK - 24.0 METERS.
 PT1100
 PT1100                          STATION RECOVERY (1952)
 PT1100
 PT1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1100'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PT1100'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PT1100'
 PT1100'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2316 ***********************************************************************
 PU2316  DESIGNATION -  HOUGH
 PU2316  PID         -  PU2316
 PU2316  STATE/COUNTY-  SD/MEADE
 PU2316  COUNTRY     -  US
 PU2316  USGS QUAD   -  TILFORD (2017)
 PU2316
 PU2316                         *CURRENT SURVEY CONTROL
 PU2316  ______________________________________________________________________
 PU2316* NAD 83(1996) POSITION- 44 21 34.09959(N) 103 27 10.93428(W)   ADJUSTED
 PU2316* NAVD 88 ORTHO HEIGHT -  1213.    (meters)     3980.    (feet) SCALED
 PU2316  ______________________________________________________________________
 PU2316  GEOID HEIGHT    -        -15.281 (meters)                     GEOID18
 PU2316  LAPLACE CORR    -        -16.02  (seconds)                    DEFLEC18
 PU2316  HORZ ORDER      -  SECOND
 PU2316
 PU2316.The horizontal coordinates were established by classical geodetic methods
 PU2316.and adjusted by the National Geodetic Survey in January 1998.
 PU2316
 PU2316.The orthometric height was scaled from a topographic map.
 PU2316
 PU2316.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2316.GEOID18 height accuracy estimate available here.
 PU2316
 PU2316.Click photographs - Photos may exist for this station.
 PU2316
 PU2316.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2316
 PU2316. The following values were computed from the NAD 83(1996) position.
 PU2316
 PU2316;                    North         East     Units Scale Factor Converg.
 PU2316;SPC SD N     -    64,336.039   324,802.965   MT  1.00001145   -2 26 37.8
 PU2316;SPC SD N     -   211,075.82  1,065,624.39   sFT  1.00001145   -2 26 37.8
 PU2316;UTM  13      - 4,912,963.555   623,275.439   MT  0.99978689   +1 04 54.1
 PU2316
 PU2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2316!SPC SD N     -   0.99981231  x   1.00001145  =   0.99982376
 PU2316!UTM  13      -   0.99981231  x   0.99978689  =   0.99959924
 PU2316
 PU2316:                Primary Azimuth Mark                     Grid Az
 PU2316:SPC SD N     -  HOUGH AZ MK                              232 33 25.7
 PU2316:UTM  13      -  HOUGH AZ MK                              229 01 53.8
 PU2316
 PU2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2327512963(NAD 83)
 PU2316
 PU2316|---------------------------------------------------------------------|
 PU2316| PID    Reference Object                     Distance      Geod. Az  |
 PU2316|                                                           dddmmss.s |
 PU2316| CQ4016 HOUGH RM 1                           15.889 METERS 00631     |
 PU2316| CQ4015 HOUGH AZ MK                                        2300647.9 |
 PU2316| PU1437 F 361                                              2370317.6 |
 PU2316| CQ4017 HOUGH RM 2                           15.862 METERS 25821     |
 PU2316|---------------------------------------------------------------------|
 PU2316
 PU2316                          SUPERSEDED SURVEY CONTROL
 PU2316
 PU2316  NAD 83(1993)-  44 21 34.09226(N)    103 27 10.93629(W) AD(       ) 2
 PU2316  NAD 83(1986)-  44 21 34.08904(N)    103 27 10.93149(W) AD(       ) 2
 PU2316  NAD 27      -  44 21 34.14300(N)    103 27 09.25980(W) AD(       ) 2
 PU2316
 PU2316.Superseded values are not recommended for survey control.
 PU2316
 PU2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2316.See file dsdata.pdf to determine how the superseded data were derived.
 PU2316
 PU2316_MARKER: DS = TRIANGULATION STATION DISK
 PU2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2316_STAMPING: HOUGH 1950
 PU2316_MARK LOGO: CGS
 PU2316_PROJECTION: PROJECTING 20 CENTIMETERS
 PU2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2316+STABILITY: SURFACE MOTION
 PU2316
 PU2316  HISTORY     - Date     Condition        Report By
 PU2316  HISTORY     - 1950     MONUMENTED       CGS
 PU2316  HISTORY     - 1963     GOOD             CGS
 PU2316  HISTORY     - 1976     GOOD             NGS
 PU2316
 PU2316                          STATION DESCRIPTION
 PU2316
 PU2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2316'THE STATION IS LOCATED ON A TIMBERED KNOLL, ABOUT 4 MILES
 PU2316'SOUTH OF STURGIS, AND ABOUT 1/2 MILE EAST OF U.S. HIGHWAY NO.
 PU2316'14, AND ON LAND OWNED BY E.B. LAMBERTON.  IT IS 9 FEET SOUTHEAST
 PU2316'OF A WITNESS POST.
 PU2316'
 PU2316'TO REACH THE STATION FROM THE POST OFFICE IN STURGIS.  GO
 PU2316'SOUTH AND SOUTHEAST ON U.S. HIGHWAY NO. 14 FOR 3.6 MILES TO A
 PU2316'CEMETERY ON THE RIGHT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 PU2316'1.0 MILE TO A GATE AND A TRACK ROAD ON THE LEFT (THE AZIMUTH
 PU2316'MARK IS 0.1 MILE SOUTH OF THIS POINT).  TURN LEFT, PASS
 PU2316'THROUGH THE GATE AND GO SOUTH, EAST AND NORTH ON THE TRACK
 PU2316'ROAD FOR 0.25 MILE TO A GATE AT THE HEAD OF A DRAW.  PASS
 PU2316'THROUGH THE GATE AND CONTINUE NORTH UP A STEEL GRADE FOR 0.15
 PU2316'MILE TO THE SUMMIT OF A SADDLE.  TURN LEFT AND GO WEST AND
 PU2316'SOUTH FOR 0.15 MILE TO THE STATION.
 PU2316'
 PU2316'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PU2316'HOUGH 1950.
 PU2316'
 PU2316'REFERENCE MARK NO. 1 IS 49 FEET NORTHEAST OF THE WITNESS
 PU2316'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU2316'HOUGH NO 1 1950.
 PU2316'
 PU2316'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE WITNESS POST,
 PU2316'AND 8 FEET NORTH OF A 15-INCH PINE TREE.  THE MARK IS A
 PU2316'STANDARD DISK SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK.
 PU2316'THE DISK IS STAMPED HOUGH NO 2 1950.
 PU2316'
 PU2316'THE AZIMUTH MARK IS 67 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 PU2316'NO. 14, 3 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A
 PU2316'FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PU2316'HOUGH 1950.
 PU2316'
 PU2316'THE STATION MARK AND THE AZIMUTH MARK ARE STANDARD DISKS SET
 PU2316'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.  REFERENCE MARK
 PU2316'NO. 1 IS A STANDARD DISK SET IN THE TOP OF 12-INCH SQUARE
 PU2316'CONCRETE POST.
 PU2316'
 PU2316'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PU2316
 PU2316                          STATION RECOVERY (1963)
 PU2316
 PU2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 PU2316'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PU2316'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION
 PU2316'OF U.S. INTERSTATE HIGHWAY 90 SO THE ANGLE WAS MEASURED BETWEEN
 PU2316'THE AZIMUTH MARK AND BENCH MARK F 361 THEN THE ORIGINAL AZIMUTH
 PU2316'MARK WAS DESTROYED.  AT THE TIME OF RECOVERY CONSTRUCTION OF
 PU2316'THE NEW HIGHWAY WAS UNDERWAY AND THE AZIMUTH MARK WAS RECOVERED
 PU2316'ABOUT 2 FEET BELOW A NEW FILL.
 PU2316'
 PU2316'BENCH MARK F 361 (AZIMUTH MARK) IS APPROXIMATELY 0.4 MILE
 PU2316'SOUTHWEST OF STATION, NORTHEAST ACROSS THE RAILROAD FROM
 PU2316'MILEPOST 123, ON THE SOUTHWEST SIDE OF INTERSTATE 90, ABOUT
 PU2316'45 FEET EAST OF THE EAST RAIL OF RAILROAD, 4 FEET SOUTH OF A
 PU2316'SECTION OF RAIL SET VERTICALLY AND 1.5 FEET WEST OF A METAL
 PU2316'WITNESS POST.  IT IS STAMPED BENCH MARK DISK SET IN THE TOP
 PU2316'OF A CONCRETE POST AND THE DISK IS STAMPED F 361 1962.
 PU2316'
 PU2316'A NEW FENCE HAD BEEN BUILT ALONG THE EAST SIDE OF THE NEW
 PU2316'INTERSTATE SO IT IS NO LONGER POSSIBLE TO ENTER TO THE STATION
 PU2316'FROM THE WEST.  A NEW ROUTE TO THE STATION SITE WAS NOT
 PU2316'INVESTIGATED AT TIME OF RECOVERY.  THE STATION CAN BE REACHED
 PU2316'BY DRIVING SOUTH ON U.S. INTERSTATE 90 FROM STURGIS FOR ABOUT
 PU2316'4.6 MILES THEN PACK NORTHEAST FOR ABOUT 0.4 MILE TO TOP
 PU2316'OF HIGH TIMBERED KNOLL AND STATION.
 PU2316
 PU2316                          STATION RECOVERY (1976)
 PU2316
 PU2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PU2316'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND BENCH MARK
 PU2316'F 361 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PU2316'A METAL WITNESS POST WAS SET 3.5 FEET WEST OF THE STATION MARK.
 PU2316'THE AREA IS BECOMING RESIDENTIAL.
 PU2316'
 PU2316'REACHED FROM THE BLACK HILLS NATIONAL CEMETERY INTERCHANGE ON
 PU2316'INTERSTATE HIGHWAY 90 ABOUT 3 MILES SOUTH OF STURGIS.  FROM THE VFM
 PU2316'MEMORIAL CHAPEL ON THE EAST SIDE OF THE HIGHWAY, GO SOUTH ON THE
 PU2316'GRAVELED SERVICE ROAD PARALLEL TO THE HIGHWAY FOR 0.5 MILE TO A
 PU2316'CATTLE GUARD AND SIGN, BLUCKSBERG MOUNTAIN ESTATES, CROSS THE
 PU2316'CATTLE GUARD AND CONTINUE SOUTH 0.2 MILE TO A SIDE ROAD LEFT, TURN
 PU2316'LEFT AND GO EAST 0.3 MILE ON A GRADED ROAD UP OVER A HILL, THENCE
 PU2316'SOUTH 0.2 MILE TO A FORK IN THE ROAD, FOLLOW THE RIGHT FORK 0.1
 PU2316'MILE TO A HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD 0.05 MILE
 PU2316'UP A HILL TO END OF GRADED ROAD, THENCE 0.05 MILE SOUTH ALONG
 PU2316'TOP OF HILL TO THE STATION.
 PU2316'
 PU2316'BENCH MARK F 361 IS 1.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 90
 PU2316'FROM THE INTERCHANGE, TO I-90 MILEPOST 30, THENCE ABOUT 125 FEET
 PU2316'WEST OF THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 PU2316'
 PU2316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 PU2316'SOUTH OF STURGIS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2194 ***********************************************************************
 PU2194  DESIGNATION -  HOUND
 PU2194  PID         -  PU2194
 PU2194  STATE/COUNTY-  SD/MEADE
 PU2194  COUNTRY     -  US
 PU2194  USGS QUAD   -  DALZELL NW (2017)
 PU2194
 PU2194                         *CURRENT SURVEY CONTROL
 PU2194  ______________________________________________________________________
 PU2194* NAD 83(1996) POSITION- 44 29 01.59717(N) 102 29 08.01656(W)   ADJUSTED
 PU2194* NAVD 88 ORTHO HEIGHT -   832.    (meters)     2730.    (feet) SCALED
 PU2194  ______________________________________________________________________
 PU2194  GEOID HEIGHT    -        -18.720 (meters)                     GEOID18
 PU2194  LAPLACE CORR    -         -6.21  (seconds)                    DEFLEC18
 PU2194  HORZ ORDER      -  SECOND
 PU2194
 PU2194.The horizontal coordinates were established by classical geodetic methods
 PU2194.and adjusted by the National Geodetic Survey in January 1998.
 PU2194
 PU2194.The orthometric height was scaled from a topographic map.
 PU2194
 PU2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2194.GEOID18 height accuracy estimate available here.
 PU2194
 PU2194.Click photographs - Photos may exist for this station.
 PU2194
 PU2194.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2194
 PU2194. The following values were computed from the NAD 83(1996) position.
 PU2194
 PU2194;                    North         East     Units Scale Factor Converg.
 PU2194;SPC SD N     -    75,314.080   402,303.155   MT  0.99998782   -1 45 32.9
 PU2194;SPC SD N     -   247,092.94  1,319,889.60   sFT  0.99998782   -1 45 32.9
 PU2194;UTM  13      - 4,928,682.459   699,948.981   MT  1.00009168   +1 45 44.9
 PU2194
 PU2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2194!SPC SD N     -   0.99987242  x   0.99998782  =   0.99986025
 PU2194!UTM  13      -   0.99987242  x   1.00009168  =   0.99996409
 PU2194
 PU2194:                Primary Azimuth Mark                     Grid Az
 PU2194:SPC SD N     -  HOUND AZ MK                              009 12 32.3
 PU2194:UTM  13      -  HOUND AZ MK                              005 41 14.5
 PU2194
 PU2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9994828682(NAD 83)
 PU2194
 PU2194|---------------------------------------------------------------------|
 PU2194| PID    Reference Object                     Distance      Geod. Az  |
 PU2194|                                                           dddmmss.s |
 PU2194| CQ4018 HOUND AZ MK                                        0072659.4 |
 PU2194| CQ4019 HOUND RM 1                            6.501 METERS 02333     |
 PU2194| CQ4020 HOUND RM 2                           10.081 METERS 11800     |
 PU2194|---------------------------------------------------------------------|
 PU2194
 PU2194                          SUPERSEDED SURVEY CONTROL
 PU2194
 PU2194  NAD 83(1993)-  44 29 01.58910(N)    102 29 08.01690(W) AD(       ) 2
 PU2194  NAD 83(1986)-  44 29 01.58916(N)    102 29 08.01663(W) AD(       ) 2
 PU2194  NAD 27      -  44 29 01.62880(N)    102 29 06.41850(W) AD(       ) 2
 PU2194
 PU2194.Superseded values are not recommended for survey control.
 PU2194
 PU2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2194.See file dsdata.pdf to determine how the superseded data were derived.
 PU2194
 PU2194_MARKER: DS = TRIANGULATION STATION DISK
 PU2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2194_STAMPING: HOUND 1962
 PU2194_MARK LOGO: CGS
 PU2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2194+STABILITY: SURFACE MOTION
 PU2194
 PU2194  HISTORY     - Date     Condition        Report By
 PU2194  HISTORY     - 1962     MONUMENTED       CGS
 PU2194
 PU2194                          STATION DESCRIPTION
 PU2194
 PU2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2194'THE STATION IS LOCATED 8 MILES SOUTHWEST OF WHITE OWL, 8 MILES
 PU2194'NORTH OF THE BELLE FOURCH RIVER, 7-1/2 MILES SOUTHEAST OF ENNING,
 PU2194'IN SECTION 13, T. 6 N., R. 14 E., ON THE SOUTHWEST AND HIGHEST
 PU2194'END OF A FLAT TOPPED, ROCKY HILL, ON PROPERTY OWNED BY MR. DONALD
 PU2194'COWEN.
 PU2194'
 PU2194'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT ENNING, GO
 PU2194'SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO A SIDE ROAD LEFT.
 PU2194'TURN LEFT AND GO EASTERLY ON A GRAVELED ROAD FOR 4.2 MILES TO A
 PU2194'T-ROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.5
 PU2194'MILES TO THE END OF THE GRAVELED ROAD.  CONTINUE STRAIGHT AHEAD
 PU2194'AND GO SOUTH ON A TRACK ROAD FOR 0.6 MILE TO A CATTLE GUARD AND
 PU2194'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT
 PU2194'AHEAD AND GO SOUTH ON THE TRACK ROAD FOR 0.9 MILE TO A CATTLE
 PU2194'GUARD AND A RANCH HOUSE ON THE RIGHT.  CONTINUE STRAIGHT
 PU2194'AHEAD AND GO SOUTH ON THE TRACK ROAD FOR 0.2 MILE TO ANOTHER
 PU2194'CATTLE GUARD.  TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE
 PU2194'OF AN EAST-WEST FENCE LINE FOR 0.2 MILE TO THE TOP OF
 PU2194'THE RIDGE.  TURN LEFT AND GO SOUTH ALONG THE TOP OF THE RIDGE
 PU2194'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 PU2194'
 PU2194'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2194'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED HOUND 1962.
 PU2194'
 PU2194'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2194'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 PU2194'HOUND NO 1 1962.  IT IS 2 FEET LOWER IN ELVATION THAN THE
 PU2194'STATION MARK.
 PU2194'
 PU2194'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2194'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 PU2194'HOUND NO 2 1962.  IT IS 1 FOOT LOWER IN ELEVATION THAN THE
 PU2194'STATION MARK.
 PU2194'
 PU2194'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2194'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED HOUND
 PU2194'1962.  IT IS 15 FEET WEST OF THE CENTER OF A CATTLE GUARD, 2
 PU2194'FEET SOUTH OF A CORNER POST AND 1.45 FEET WEST OF A METAL WITNESS
 PU2194'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8002 ***********************************************************************
 AC8002  CBN         -  This is a Cooperative Base Network Control Station.
 AC8002  DESIGNATION -  HOWARD
 AC8002  PID         -  AC8002
 AC8002  STATE/COUNTY-  SD/MINER
 AC8002  COUNTRY     -  US
 AC8002  USGS QUAD   -  HOWARD (2017)
 AC8002
 AC8002                         *CURRENT SURVEY CONTROL
 AC8002  ______________________________________________________________________
 AC8002* NAD 83(2011) POSITION- 44 01 47.35857(N) 097 31 50.88953(W)   ADJUSTED
 AC8002* NAD 83(2011) ELLIP HT-   455.897 (meters)        (06/27/12)   ADJUSTED
 AC8002* NAD 83(2011) EPOCH   -  2010.00
 AC8002* NAVD 88 ORTHO HEIGHT -   481.6   (meters)     1580.    (feet) GPS OBS
 AC8002  ______________________________________________________________________
 AC8002  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8002  GEOID HEIGHT    -        -25.640 (meters)                     GEOID96
 AC8002  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 AC8002  NAD 83(2011) X  -   -602,020.575 (meters)                     COMP
 AC8002  NAD 83(2011) Y  - -4,553,880.674 (meters)                     COMP
 AC8002  NAD 83(2011) Z  -  4,410,791.465 (meters)                     COMP
 AC8002  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 AC8002
 AC8002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8002  Standards:
 AC8002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8002  -------------------------------------------------------------------
 AC8002  NETWORK    0.96   2.80           0.45   0.30   1.43     -0.09176799
 AC8002  -------------------------------------------------------------------
 AC8002  Click here for local accuracies and other accuracy information.
 AC8002
 AC8002.The horizontal coordinates were established by GPS observations
 AC8002.and adjusted by the National Geodetic Survey in June 2012.
 AC8002
 AC8002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8002.been affixed to the stable North American tectonic plate. See 
 AC8002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8002
 AC8002.The horizontal coordinates are valid at the epoch date displayed above
 AC8002.which is a decimal equivalence of Year/Month/Day.
 AC8002
 AC8002.The orthometric height was determined by GPS observations and a
 AC8002.high-resolution geoid model.
 AC8002
 AC8002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8002.GEOID18 height accuracy estimate available here.
 AC8002
 AC8002.Click photographs - Photos may exist for this station.
 AC8002
 AC8002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8002
 AC8002.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8002
 AC8002.The ellipsoidal height was determined by GPS observations
 AC8002.and is referenced to NAD 83.
 AC8002
 AC8002. The following values were computed from the NAD 83(2011) position.
 AC8002
 AC8002;                    North         East     Units Scale Factor Converg.
 AC8002;SPC SD S     -   192,258.130   824,609.931   MT  0.99993262   +1 55 60.0
 AC8002;SPC SD S     -   630,766.88  2,705,407.75   sFT  0.99993262   +1 55 60.0
 AC8002;UTM  14      - 4,876,234.346   617,733.034   MT  0.99977048   +1 01 16.5
 AC8002
 AC8002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8002!SPC SD S     -   0.99992852  x   0.99993262  =   0.99986114
 AC8002!UTM  14      -   0.99992852  x   0.99977048  =   0.99969901
 AC8002
 AC8002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1773376234(NAD 83)
 AC8002
 AC8002                          SUPERSEDED SURVEY CONTROL
 AC8002
 AC8002  NAD 83(2007)-  44 01 47.35861(N)    097 31 50.89044(W) AD(2002.00) 0
 AC8002  ELLIP H (02/10/07)  455.926  (m)                       GP(2002.00)    
 AC8002  ELLIP H (04/15/04)  455.917  (m)                       GP(       ) 2 1
 AC8002  NAD 83(1996)-  44 01 47.35823(N)    097 31 50.89006(W) AD(       ) B
 AC8002  ELLIP H (04/18/97)  455.950  (m)                       GP(       ) 4 1
 AC8002
 AC8002.Superseded values are not recommended for survey control.
 AC8002
 AC8002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8002.See file dsdata.pdf to determine how the superseded data were derived.
 AC8002
 AC8002_MARKER: Z = SEE DESCRIPTION
 AC8002_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8002_STAMPING: HOWARD 1995
 AC8002_MARK LOGO: NGS
 AC8002_PROJECTION: FLUSH
 AC8002_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8002+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004
 AC8002_ROD/PIPE-DEPTH: 6.4 meters
 AC8002_SLEEVE-DEPTH  : 1.8 meters
 AC8002
 AC8002  HISTORY     - Date     Condition        Report By
 AC8002  HISTORY     - 1995     MONUMENTED       SDDT
 AC8002  HISTORY     - 19960723 GOOD             NGS
 AC8002  HISTORY     - 20040116 GOOD             INDIV
 AC8002
 AC8002                          STATION DESCRIPTION
 AC8002
 AC8002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8002'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF HOWARD, AT THE
 AC8002'SOUTHEAST CORNER OF AIRPORT PROPERTY.  OWNERSHIP--HOWARD AIRPORT.  TO
 AC8002'REACH THE STATION FROM THE POST OFFICE IN HOWARD, GO WEST FOR 0.2 MI
 AC8002'(0.3 KM) ON FARMER AVENUE TO THE JUNCTION OF SOUTH SECTION LINE
 AC8002'STREET, TURN RIGHT AND GO NORTH ON SOUTH SECTION LINE STREET FOR 1.3
 AC8002'MI (2.1 KM) TO THE STATION ON THE LEFT ALONG A FENCE LINE JUST INSIDE
 AC8002'THE AIRPORT PROPERTY (SOUTH PROPERTY LINE).  THE STATION IS A PUNCH
 AC8002'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC8002'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 79.0 FT (24.1
 AC8002'M) WEST OF THE CENTER OF THE STREET, 39.0 FT (11.9 M) WEST OF A FENCE,
 AC8002'2.2 FT (0.7 M) NORTH OF A FENCE, 1.3 FT (0.4 M) EAST OF WITNESS POST,
 AC8002'AND 1.3 FT (0.4 M) WEST OF A METAL GUARD POST. NOTE--ACCESS TO THE
 AC8002'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC8002
 AC8002                          STATION RECOVERY (2004)
 AC8002
 AC8002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JC)
 AC8002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0905 ***********************************************************************
 PR0905  DESIGNATION -  HOWARD CATHOLIC CHURCH SPIRE
 PR0905  PID         -  PR0905
 PR0905  STATE/COUNTY-  SD/MINER
 PR0905  COUNTRY     -  US
 PR0905  USGS QUAD   -  HOWARD (2017)
 PR0905
 PR0905                         *CURRENT SURVEY CONTROL
 PR0905  ______________________________________________________________________
 PR0905* NAD 83(1996) POSITION- 44 00 52.50461(N) 097 31 48.93965(W)   ADJUSTED
 PR0905  ______________________________________________________________________
 PR0905  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 PR0905  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 PR0905  HORZ ORDER      -  THIRD
 PR0905
 PR0905.The horizontal coordinates were established by classical geodetic methods
 PR0905.and adjusted by the National Geodetic Survey in January 1998.
 PR0905
 PR0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0905.GEOID18 height accuracy estimate available here.
 PR0905
 PR0905.Click photographs - Photos may exist for this station.
 PR0905
 PR0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0905
 PR0905. The following values were computed from the NAD 83(1996) position.
 PR0905
 PR0905;                    North         East     Units Scale Factor Converg.
 PR0905;SPC SD S     -   190,567.627   824,710.449   MT  0.99993075   +1 56 01.3
 PR0905;SPC SD S     -   625,220.62  2,705,737.53   sFT  0.99993075   +1 56 01.3
 PR0905;UTM  14      - 4,874,542.730   617,806.614   MT  0.99977069   +1 01 16.9
 PR0905
 PR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1780674542(NAD 83)
 PR0905
 PR0905                          SUPERSEDED SURVEY CONTROL
 PR0905
 PR0905  NAD 83(1986)-  44 00 52.51002(N)    097 31 48.90595(W) AD(       ) 3
 PR0905  NAD 27      -  44 00 52.60600(N)    097 31 47.65300(W) AD(       ) 3
 PR0905  USSD        -  44 00 52.77800(N)    097 31 48.07000(W) AD(       ) 3
 PR0905
 PR0905.Superseded values are not recommended for survey control.
 PR0905
 PR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0905.See file dsdata.pdf to determine how the superseded data were derived.
 PR0905
 PR0905_MARKER: 90 = CHURCH SPIRE
 PR0905
 PR0905  HISTORY     - Date     Condition        Report By
 PR0905  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0905  HISTORY     - 1935     GOOD             CGS
 PR0905
 PR0905                          STATION DESCRIPTION
 PR0905
 PR0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0905'THE BUILDING IS THE SAME AS IT WAS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0909 ***********************************************************************
 PR0909  DESIGNATION -  HOWARD ELEVATOR CENTER
 PR0909  PID         -  PR0909
 PR0909  STATE/COUNTY-  SD/MINER
 PR0909  COUNTRY     -  US
 PR0909  USGS QUAD   -  HOWARD (2017)
 PR0909
 PR0909                         *CURRENT SURVEY CONTROL
 PR0909  ______________________________________________________________________
 PR0909* NAD 83(1996) POSITION- 44 00 29.38737(N) 097 31 39.79184(W)   ADJUSTED
 PR0909  ______________________________________________________________________
 PR0909  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 PR0909  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 PR0909  HORZ ORDER      -  THIRD
 PR0909
 PR0909.The horizontal coordinates were established by classical geodetic methods
 PR0909.and adjusted by the National Geodetic Survey in January 1998.
 PR0909
 PR0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0909.GEOID18 height accuracy estimate available here.
 PR0909
 PR0909.Click photographs - Photos may exist for this station.
 PR0909
 PR0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0909
 PR0909. The following values were computed from the NAD 83(1996) position.
 PR0909
 PR0909;                    North         East     Units Scale Factor Converg.
 PR0909;SPC SD S     -   189,861.458   824,938.173   MT  0.99992998   +1 56 07.6
 PR0909;SPC SD S     -   622,903.80  2,706,484.66   sFT  0.99992998   +1 56 07.6
 PR0909;UTM  14      - 4,873,833.137   618,023.030   MT  0.99977132   +1 01 22.8
 PR0909
 PR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1802373833(NAD 83)
 PR0909
 PR0909                          SUPERSEDED SURVEY CONTROL
 PR0909
 PR0909  NAD 83(1986)-  44 00 29.39276(N)    097 31 39.75825(W) AD(       ) 3
 PR0909  NAD 27      -  44 00 29.48900(N)    097 31 38.50600(W) AD(       ) 3
 PR0909  USSD        -  44 00 29.66000(N)    097 31 38.92100(W) AD(       ) 3
 PR0909
 PR0909.Superseded values are not recommended for survey control.
 PR0909
 PR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0909.See file dsdata.pdf to determine how the superseded data were derived.
 PR0909
 PR0909_MARKER: 65 = GRAIN ELEVATOR
 PR0909
 PR0909  HISTORY     - Date     Condition        Report By
 PR0909  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0909  HISTORY     - 1935     GOOD             CGS
 PR0909
 PR0909                          STATION DESCRIPTION
 PR0909
 PR0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0909'FROM THE GEOGRAPHIC POSITION THE ELEVATOR USED WAS ONE WHICH
 PR0909'BURNED DOWN AND WAS REBUILT IN 1918, THE FARMERS ELEVATOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0907 ***********************************************************************
 PR0907  DESIGNATION -  HOWARD METHODIST CHURCH SPIRE
 PR0907  PID         -  PR0907
 PR0907  STATE/COUNTY-  SD/MINER
 PR0907  COUNTRY     -  US
 PR0907  USGS QUAD   -  HOWARD (2017)
 PR0907
 PR0907                         *CURRENT SURVEY CONTROL
 PR0907  ______________________________________________________________________
 PR0907* NAD 83(1996) POSITION- 44 00 40.71821(N) 097 31 41.82158(W)   ADJUSTED
 PR0907  ______________________________________________________________________
 PR0907  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 PR0907  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 PR0907  HORZ ORDER      -  THIRD
 PR0907
 PR0907.The horizontal coordinates were established by classical geodetic methods
 PR0907.and adjusted by the National Geodetic Survey in January 1998.
 PR0907
 PR0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0907.GEOID18 height accuracy estimate available here.
 PR0907
 PR0907.Click photographs - Photos may exist for this station.
 PR0907
 PR0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0907
 PR0907. The following values were computed from the NAD 83(1996) position.
 PR0907
 PR0907;                    North         East     Units Scale Factor Converg.
 PR0907;SPC SD S     -   190,209.429   824,881.179   MT  0.99993035   +1 56 06.2
 PR0907;SPC SD S     -   624,045.43  2,706,297.67   sFT  0.99993035   +1 56 06.2
 PR0907;UTM  14      - 4,874,181.916   617,971.592   MT  0.99977117   +1 01 21.6
 PR0907
 PR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1797174181(NAD 83)
 PR0907
 PR0907                          SUPERSEDED SURVEY CONTROL
 PR0907
 PR0907  NAD 83(1986)-  44 00 40.72352(N)    097 31 41.78783(W) AD(       ) 3
 PR0907  NAD 27      -  44 00 40.82000(N)    097 31 40.53600(W) AD(       ) 3
 PR0907  USSD        -  44 00 40.99100(N)    097 31 40.95100(W) AD(       ) 3
 PR0907
 PR0907.Superseded values are not recommended for survey control.
 PR0907
 PR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0907.See file dsdata.pdf to determine how the superseded data were derived.
 PR0907
 PR0907_MARKER: 90 = CHURCH SPIRE
 PR0907
 PR0907  HISTORY     - Date     Condition        Report By
 PR0907  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0907  HISTORY     - 1935     GOOD             CGS
 PR0907
 PR0907                          STATION DESCRIPTION
 PR0907
 PR0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0907'THIS IS THE SAME BUILDING AS EXISTED IN 1903.  THE BUILDING
 PR0907'WAS RAISED AND A NEW FOUNDATION PUT IN BUT THE POSITION WAS
 PR0907'NOT CHANGED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2419 ***********************************************************************
 PU2419  DESIGNATION -  HOWES 2
 PU2419  PID         -  PU2419
 PU2419  STATE/COUNTY-  SD/MEADE
 PU2419  COUNTRY     -  US
 PU2419  USGS QUAD   -  LEMMON CREEK (2017)
 PU2419
 PU2419                         *CURRENT SURVEY CONTROL
 PU2419  ______________________________________________________________________
 PU2419* NAD 83(1986) POSITION- 44 38 53.     (N) 102 03 08.     (W)   SCALED
 PU2419* NAVD 88 ORTHO HEIGHT -   748.635 (meters)     2456.15  (feet) ADJUSTED
 PU2419  ______________________________________________________________________
 PU2419  GEOID HEIGHT    -        -19.794 (meters)                     GEOID18
 PU2419  DYNAMIC HEIGHT  -        748.458 (meters)     2455.57  (feet) COMP
 PU2419  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 PU2419
 PU2419  VERT ORDER      -  FIRST     CLASS II
 PU2419
 PU2419.The horizontal coordinates were scaled from a map and have
 PU2419.an estimated accuracy of +/- 6 seconds.
 PU2419
 PU2419.The orthometric height was determined by differential leveling and
 PU2419.adjusted by the NATIONAL GEODETIC SURVEY
 PU2419.in July 1998.
 PU2419
 PU2419.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2419.GEOID18 height accuracy estimate available here.
 PU2419
 PU2419.Click photographs - Photos may exist for this station.
 PU2419
 PU2419.The dynamic height is computed by dividing the NAVD 88
 PU2419.geopotential number by the normal gravity value computed on the
 PU2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2419.degrees latitude (g = 980.6199 gals.).
 PU2419
 PU2419.The modeled gravity was interpolated from observed gravity values.
 PU2419
 PU2419;                    North         East    Units  Estimated Accuracy
 PU2419;SPC SD N     -    92,600.      437,230.      MT  (+/- 180 meters Scaled)
 PU2419
 PU2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK337480(NAD 83)
 PU2419
 PU2419                          SUPERSEDED SURVEY CONTROL
 PU2419
 PU2419  NGVD 29 (04/17/07)  748.19   (m)         2454.7    (f) RESET       3  
 PU2419
 PU2419.Superseded values are not recommended for survey control.
 PU2419
 PU2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2419.See file dsdata.pdf to determine how the superseded data were derived.
 PU2419
 PU2419_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2419_STAMPING: HOWES 2 1988
 PU2419_MARK LOGO: NGS
 PU2419_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2419+STABILITY: SURFACE MOTION
 PU2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2419+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2419
 PU2419  HISTORY     - Date     Condition        Report By
 PU2419  HISTORY     - 1988     MONUMENTED       NGS
 PU2419  HISTORY     - 19960711 GOOD             NGS
 PU2419
 PU2419                          STATION DESCRIPTION
 PU2419
 PU2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2419'3.4 KM (2.10 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2419'WITH STATE HIGHWAY 34 AT HOWES, 0.2 KM (0.10 MI) NORTH FROM AN
 PU2419'EAST-WEST FENCE, 49.7 M (163.1 FT) WEST FROM THE CENTER OF 73,
 PU2419'6.25 M (20.5 FT) FROM A FENCE, 0.3 M (1.0 FT) WEST FROM A WITNESS
 PU2419'POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M
 PU2419'(0.5 FT).
 PU2419
 PU2419                          STATION RECOVERY (1996)
 PU2419
 PU2419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2419'3.4 KM (2.10 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2419'STATE HIGHWAY 34 IN HOWES, 373.0 M (1223.8 FT) NORTH OF MILEPOST 148,
 PU2419'49.7 M (163.1 FT) WEST OF THE HIGHWAY CENTERLINE, 8.4 M (27.6 FT)
 PU2419'SOUTH OF REFERENCE MARK 3, 8.3 M (27.2 FT) EAST OF REFERENCE MARK 4,
 PU2419'6.2 M (20.3 FT) WEST OF A WITNESS POST AND FENCE, 1.5 M (4.9 FT) ABOVE
 PU2419'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU2419'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2418 ***********************************************************************
 PU2418  DESIGNATION -  HOWES 2 RM 3
 PU2418  PID         -  PU2418
 PU2418  STATE/COUNTY-  SD/MEADE
 PU2418  COUNTRY     -  US
 PU2418  USGS QUAD   -  LEMMON CREEK (2017)
 PU2418
 PU2418                         *CURRENT SURVEY CONTROL
 PU2418  ______________________________________________________________________
 PU2418* NAD 83(1986) POSITION- 44 38 54.     (N) 102 03 08.     (W)   SCALED
 PU2418* NAVD 88 ORTHO HEIGHT -   748.829 (meters)     2456.78  (feet) ADJUSTED
 PU2418  ______________________________________________________________________
 PU2418  GEOID HEIGHT    -        -19.794 (meters)                     GEOID18
 PU2418  DYNAMIC HEIGHT  -        748.652 (meters)     2456.20  (feet) COMP
 PU2418  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 PU2418
 PU2418  VERT ORDER      -  FIRST     CLASS II
 PU2418
 PU2418.The horizontal coordinates were scaled from a map and have
 PU2418.an estimated accuracy of +/- 6 seconds.
 PU2418
 PU2418.The orthometric height was determined by differential leveling and
 PU2418.adjusted by the NATIONAL GEODETIC SURVEY
 PU2418.in July 1998.
 PU2418
 PU2418.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2418.GEOID18 height accuracy estimate available here.
 PU2418
 PU2418.Click photographs - Photos may exist for this station.
 PU2418
 PU2418.The dynamic height is computed by dividing the NAVD 88
 PU2418.geopotential number by the normal gravity value computed on the
 PU2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2418.degrees latitude (g = 980.6199 gals.).
 PU2418
 PU2418.The modeled gravity was interpolated from observed gravity values.
 PU2418
 PU2418;                    North         East    Units  Estimated Accuracy
 PU2418;SPC SD N     -    92,630.      437,230.      MT  (+/- 180 meters Scaled)
 PU2418
 PU2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK337481(NAD 83)
 PU2418
 PU2418                          SUPERSEDED SURVEY CONTROL
 PU2418
 PU2418  NGVD 29 (04/17/07)  748.38   (m)         2455.3    (f) RESET       3  
 PU2418
 PU2418.Superseded values are not recommended for survey control.
 PU2418
 PU2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2418.See file dsdata.pdf to determine how the superseded data were derived.
 PU2418
 PU2418_MARKER: DR = REFERENCE MARK DISK
 PU2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2418_STAMPING: HOWES 2 NO 3 1988
 PU2418_MARK LOGO: NGS
 PU2418_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2418+STABILITY: SURFACE MOTION
 PU2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2418+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2418
 PU2418  HISTORY     - Date     Condition        Report By
 PU2418  HISTORY     - 1988     MONUMENTED       NGS
 PU2418  HISTORY     - 19960711 GOOD             NGS
 PU2418
 PU2418                          STATION DESCRIPTION
 PU2418
 PU2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2418'3.4 KM (2.10 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2418'WITH STATE HIGHWAY 34 AT HOWES, 0.2 KM (0.10 MI) NORTH OF AN
 PU2418'EAST-WEST FENCE, 49.7 M (163.1 FT) WEST FROM THE CENTER OF 73,
 PU2418'6.25 M (20.5 FT) WEST FROM A FENCE, 0.3 M (1.0 FT)
 PU2418'WEST FROM A WITNESS POST, SET IN THE TOP OF CONCRETE POST
 PU2418'THAT PROJECTS 0.15 M (0.5 FT).
 PU2418
 PU2418                          STATION RECOVERY (1996)
 PU2418
 PU2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2418'3.4 KM (2.10 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2418'STATE HIGHWAY 34 IN HOWES, 374.0 M (1227.0 FT) NORTH OF MILEPOST 148,
 PU2418'49.7 M (163.1 FT) WEST OF THE HIGHWAY CENTERLINE, 8.4 M (27.6 FT)
 PU2418'NORTH OF TRIANGULATION STATION HOWES 2, 4.8 M (15.7 FT) WEST OF A
 PU2418'WITNESS POST AND FENCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PU2418'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2420 ***********************************************************************
 PU2420  DESIGNATION -  HOWES 2 RM 4
 PU2420  PID         -  PU2420
 PU2420  STATE/COUNTY-  SD/MEADE
 PU2420  COUNTRY     -  US
 PU2420  USGS QUAD   -  LEMMON CREEK (2017)
 PU2420
 PU2420                         *CURRENT SURVEY CONTROL
 PU2420  ______________________________________________________________________
 PU2420* NAD 83(1986) POSITION- 44 38 53.     (N) 102 03 09.     (W)   SCALED
 PU2420* NAVD 88 ORTHO HEIGHT -   748.369 (meters)     2455.27  (feet) ADJUSTED
 PU2420  ______________________________________________________________________
 PU2420  GEOID HEIGHT    -        -19.793 (meters)                     GEOID18
 PU2420  DYNAMIC HEIGHT  -        748.193 (meters)     2454.70  (feet) COMP
 PU2420  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 PU2420
 PU2420  VERT ORDER      -  FIRST     CLASS II
 PU2420
 PU2420.The horizontal coordinates were scaled from a map and have
 PU2420.an estimated accuracy of +/- 6 seconds.
 PU2420
 PU2420.The orthometric height was determined by differential leveling and
 PU2420.adjusted by the NATIONAL GEODETIC SURVEY
 PU2420.in July 1998.
 PU2420
 PU2420.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2420.GEOID18 height accuracy estimate available here.
 PU2420
 PU2420.Click photographs - Photos may exist for this station.
 PU2420
 PU2420.The dynamic height is computed by dividing the NAVD 88
 PU2420.geopotential number by the normal gravity value computed on the
 PU2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2420.degrees latitude (g = 980.6199 gals.).
 PU2420
 PU2420.The modeled gravity was interpolated from observed gravity values.
 PU2420
 PU2420;                    North         East    Units  Estimated Accuracy
 PU2420;SPC SD N     -    92,600.      437,200.      MT  (+/- 180 meters Scaled)
 PU2420
 PU2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK337480(NAD 83)
 PU2420
 PU2420                          SUPERSEDED SURVEY CONTROL
 PU2420
 PU2420  NGVD 29 (04/17/07)  747.93   (m)         2453.8    (f) RESET       3  
 PU2420
 PU2420.Superseded values are not recommended for survey control.
 PU2420
 PU2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2420.See file dsdata.pdf to determine how the superseded data were derived.
 PU2420
 PU2420_MARKER: DR = REFERENCE MARK DISK
 PU2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2420_STAMPING: HOWES 2 NO 4 1988
 PU2420_MARK LOGO: NGS
 PU2420_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2420+STABILITY: SURFACE MOTION
 PU2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2420+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2420
 PU2420  HISTORY     - Date     Condition        Report By
 PU2420  HISTORY     - 1988     MONUMENTED       NGS
 PU2420  HISTORY     - 19960711 GOOD             NGS
 PU2420
 PU2420                          STATION DESCRIPTION
 PU2420
 PU2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2420'3.4 KM (2.10 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2420'WITH STATE HIGHWAY 34 AT HOWES, 0.2 KM (0.10 MI) NORTH OF AN
 PU2420'EAST-WEST FENCE, 57.76 M (189.5 FT) WEST FROM THE CENTER OF 73,
 PU2420'14.3 M (46.9 FT) WEST FROM A FENCE, 0.3 M (1.0 FT)
 PU2420'WEST FROM A WITNESS POST, SET IN THE TOP OF CONCRETE POST
 PU2420'THAT PROJECTS 0.15 M (0.5 FT).
 PU2420
 PU2420                          STATION RECOVERY (1996)
 PU2420
 PU2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2420'3.4 KM (2.10 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2420'STATE HIGHWAY 34 IN HOWES, 373.0 M (1223.8 FT) NORTH OF MILEPOST 148,
 PU2420'57.8 M (189.6 FT) WEST OF THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT)
 PU2420'WEST OF A WITNESS POST AND FENCE, 8.3 M (27.2 FT) WEST OF
 PU2420'TRIANGULATION STATION HOWES 2, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 PU2420'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU2420'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0150 ***********************************************************************
 PU0150  DESIGNATION -  HOWIE
 PU0150  PID         -  PU0150
 PU0150  STATE/COUNTY-  SD/MEADE
 PU0150  COUNTRY     -  US
 PU0150  USGS QUAD   -  WHITE OWL (2017)
 PU0150
 PU0150                         *CURRENT SURVEY CONTROL
 PU0150  ______________________________________________________________________
 PU0150* NAD 83(1986) POSITION- 44 36 28.     (N) 102 24 17.     (W)   SCALED
 PU0150* NAVD 88 ORTHO HEIGHT -   851.780 (meters)     2794.55  (feet) ADJUSTED
 PU0150  ______________________________________________________________________
 PU0150  GEOID HEIGHT    -        -18.817 (meters)                     GEOID18
 PU0150  DYNAMIC HEIGHT  -        851.560 (meters)     2793.83  (feet) COMP
 PU0150  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU0150
 PU0150  VERT ORDER      -  FIRST     CLASS II
 PU0150
 PU0150.The horizontal coordinates were scaled from a map and have
 PU0150.an estimated accuracy of +/- 6 seconds.
 PU0150
 PU0150.The orthometric height was determined by differential leveling and
 PU0150.adjusted by the NATIONAL GEODETIC SURVEY
 PU0150.in October 1997.
 PU0150
 PU0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0150.GEOID18 height accuracy estimate available here.
 PU0150
 PU0150.Click photographs - Photos may exist for this station.
 PU0150
 PU0150.The dynamic height is computed by dividing the NAVD 88
 PU0150.geopotential number by the normal gravity value computed on the
 PU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0150.degrees latitude (g = 980.6199 gals.).
 PU0150
 PU0150.The modeled gravity was interpolated from observed gravity values.
 PU0150
 PU0150;                    North         East    Units  Estimated Accuracy
 PU0150;SPC SD N     -    88,890.      409,140.      MT  (+/- 180 meters Scaled)
 PU0150
 PU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK059426(NAD 83)
 PU0150
 PU0150                          SUPERSEDED SURVEY CONTROL
 PU0150
 PU0150  NAVD 88 (06/15/91)  851.767  (m)         2794.51   (f) SUPERSEDED  1 2
 PU0150  NGVD 29 (??/??/92)  851.290  (m)         2792.94   (f) ADJ UNCH    1 2
 PU0150
 PU0150.Superseded values are not recommended for survey control.
 PU0150
 PU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0150.See file dsdata.pdf to determine how the superseded data were derived.
 PU0150
 PU0150_MARKER: DS = TRIANGULATION STATION DISK
 PU0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0150_STAMPING: HOWIE 1962
 PU0150_MARK LOGO: CGS
 PU0150_PROJECTION: FLUSH
 PU0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0150+STABILITY: SURFACE MOTION
 PU0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0150+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0150
 PU0150  HISTORY     - Date     Condition        Report By
 PU0150  HISTORY     - 1962     MONUMENTED       CGS
 PU0150  HISTORY     - 1963     GOOD             CGS
 PU0150  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0150  HISTORY     - 19950605 GOOD             NGS
 PU0150
 PU0150                          STATION DESCRIPTION
 PU0150
 PU0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0150'2.6 MI NE FROM WHITE OWL.
 PU0150'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0150'AND POST OFFICE AT WHITE OWL, THENCE 0.2 MILE NORTHWEST ACROSS
 PU0150'COUNTRY TO I9 B2, THENCE 0.35 MILE NORTHWEST ACROSS COUNTRY, IN
 PU0150'AN EAST-WEST FENCE LINE, ABOUT 250 YARDS NORTHWEST OF A SMALL
 PU0150'STOCK POND, ABOUT 125 YARDS NORTH OF A TRAIL ROAD, 53.0 FEET
 PU0150'WEST OF HOWIE R.M. 1, 52.4 FEET NORTH OF HOWIE R.M. 2, 5.5 FEET
 PU0150'SOUTH OF A FENCE, 5.0 FEET SOUTH OF A METAL WITNESS POST, AND SET
 PU0150'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PU0150
 PU0150                          STATION RECOVERY (1981)
 PU0150
 PU0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0150'MARK NOT FOUND.
 PU0150
 PU0150                          STATION RECOVERY (1995)
 PU0150
 PU0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0150'22.7 KM (14.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0150'OFFICE IN UNION CENTER, THENCE 0.9 KM (0.55 MI) NORTHERLY BY A MISSILE
 PU0150'SITE AND ACROSS A PASTURE TO A KNOLL, 114.7 M (376.3 FT) WEST OF A
 PU0150'CORRAL, 16.2 M (53.1 FT) WEST OF HOWIE REFERENCE MARK 1, 15.9 M (52.2
 PU0150'FT) NORTH OF HHOWIE REFERENCE MARK 2, AND THE MONUMENT IS FLUSH WITH
 PU0150'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PU0150'RAYMOND HOWIE, BOX 81, WHITE OWL, SD 57792, TELEPHONE NUMBER (605)
 PU0150'985-5229.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0151 ***********************************************************************
 PU0151  DESIGNATION -  HOWIE RM 1
 PU0151  PID         -  PU0151
 PU0151  STATE/COUNTY-  SD/MEADE
 PU0151  COUNTRY     -  US
 PU0151  USGS QUAD   -  WHITE OWL (2017)
 PU0151
 PU0151                         *CURRENT SURVEY CONTROL
 PU0151  ______________________________________________________________________
 PU0151* NAD 83(1986) POSITION- 44 36 28.     (N) 102 24 16.     (W)   SCALED
 PU0151* NAVD 88 ORTHO HEIGHT -   851.176 (meters)     2792.57  (feet) ADJUSTED
 PU0151  ______________________________________________________________________
 PU0151  GEOID HEIGHT    -        -18.818 (meters)                     GEOID18
 PU0151  DYNAMIC HEIGHT  -        850.957 (meters)     2791.85  (feet) COMP
 PU0151  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU0151
 PU0151  VERT ORDER      -  FIRST     CLASS II
 PU0151
 PU0151.The horizontal coordinates were scaled from a map and have
 PU0151.an estimated accuracy of +/- 6 seconds.
 PU0151
 PU0151.The orthometric height was determined by differential leveling and
 PU0151.adjusted by the NATIONAL GEODETIC SURVEY
 PU0151.in October 1997.
 PU0151
 PU0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0151.GEOID18 height accuracy estimate available here.
 PU0151
 PU0151.Click photographs - Photos may exist for this station.
 PU0151
 PU0151.The dynamic height is computed by dividing the NAVD 88
 PU0151.geopotential number by the normal gravity value computed on the
 PU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0151.degrees latitude (g = 980.6199 gals.).
 PU0151
 PU0151.The modeled gravity was interpolated from observed gravity values.
 PU0151
 PU0151;                    North         East    Units  Estimated Accuracy
 PU0151;SPC SD N     -    88,890.      409,160.      MT  (+/- 180 meters Scaled)
 PU0151
 PU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK059426(NAD 83)
 PU0151
 PU0151                          SUPERSEDED SURVEY CONTROL
 PU0151
 PU0151  NAVD 88 (06/15/91)  851.160  (m)         2792.51   (f) SUPERSEDED  1 2
 PU0151  NGVD 29 (??/??/92)  850.683  (m)         2790.95   (f) ADJ UNCH    1 2
 PU0151
 PU0151.Superseded values are not recommended for survey control.
 PU0151
 PU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0151.See file dsdata.pdf to determine how the superseded data were derived.
 PU0151
 PU0151_MARKER: DR = REFERENCE MARK DISK
 PU0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0151_STAMPING: HOWIE NO 1 1962
 PU0151_MARK LOGO: CGS
 PU0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0151+STABILITY: SURFACE MOTION
 PU0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0151+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0151
 PU0151  HISTORY     - Date     Condition        Report By
 PU0151  HISTORY     - 1962     MONUMENTED       CGS
 PU0151  HISTORY     - 1963     GOOD             CGS
 PU0151  HISTORY     - 19950605 GOOD             NGS
 PU0151
 PU0151                          STATION DESCRIPTION
 PU0151
 PU0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0151'2.6 MI NE FROM WHITE OWL.
 PU0151'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0151'AND POST OFFICE AT WHITE OWL, THENCE 0.2 MILE NORTHWEST ACROSS
 PU0151'COUNTRY TO I9 B2, THENCE 0.35 MILE NORTHWEST ACROSS COUNTRY, IN
 PU0151'AN EAST-WEST FENCE LINE, ABOUT 250 YARDS NORTHWEST OF A SMALL
 PU0151'STOCK POND, 53.0 FEET EAST OF HOWIE 1962, 1/2 FOOT SOUTH OF A
 PU0151'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU0151
 PU0151                          STATION RECOVERY (1995)
 PU0151
 PU0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0151'22.7 KM (14.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0151'OFFICE IN UNION CENTER, THENCE 0.9 KM (0.55 MI) NORTHERLY BY A MISSILE
 PU0151'SITE AND ACROSS A PASTURE TO A KNOLL, 98.5 M (323.2 FT) WEST OF A
 PU0151'CORRAL, 23.7 M (77.8 FT) NORTHEAST OF HOWIE REFERENCE MARK 2, 16.2 M
 PU0151'(53.1 FT) EAST OF TRIANGULATION STATION HOWIE, AND THE MONUMENT IS
 PU0151'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 PU0151'OWNED BY RAYMOND HOWIE, BOX 81, WHITE OWL, SD 57792, TELEPHONE NUMBER
 PU0151'(605) 985-5229.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0149 ***********************************************************************
 PU0149  DESIGNATION -  HOWIE RM 2
 PU0149  PID         -  PU0149
 PU0149  STATE/COUNTY-  SD/MEADE
 PU0149  COUNTRY     -  US
 PU0149  USGS QUAD   -  WHITE OWL (2017)
 PU0149
 PU0149                         *CURRENT SURVEY CONTROL
 PU0149  ______________________________________________________________________
 PU0149* NAD 83(1986) POSITION- 44 36 27.     (N) 102 24 17.     (W)   SCALED
 PU0149* NAVD 88 ORTHO HEIGHT -   851.744 (meters)     2794.43  (feet) ADJUSTED
 PU0149  ______________________________________________________________________
 PU0149  GEOID HEIGHT    -        -18.817 (meters)                     GEOID18
 PU0149  DYNAMIC HEIGHT  -        851.524 (meters)     2793.71  (feet) COMP
 PU0149  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU0149
 PU0149  VERT ORDER      -  FIRST     CLASS II
 PU0149
 PU0149.The horizontal coordinates were scaled from a map and have
 PU0149.an estimated accuracy of +/- 6 seconds.
 PU0149
 PU0149.The orthometric height was determined by differential leveling and
 PU0149.adjusted by the NATIONAL GEODETIC SURVEY
 PU0149.in October 1997.
 PU0149
 PU0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0149.GEOID18 height accuracy estimate available here.
 PU0149
 PU0149.Click photographs - Photos may exist for this station.
 PU0149
 PU0149.The dynamic height is computed by dividing the NAVD 88
 PU0149.geopotential number by the normal gravity value computed on the
 PU0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0149.degrees latitude (g = 980.6199 gals.).
 PU0149
 PU0149.The modeled gravity was interpolated from observed gravity values.
 PU0149
 PU0149;                    North         East    Units  Estimated Accuracy
 PU0149;SPC SD N     -    88,860.      409,140.      MT  (+/- 180 meters Scaled)
 PU0149
 PU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK059426(NAD 83)
 PU0149
 PU0149                          SUPERSEDED SURVEY CONTROL
 PU0149
 PU0149  NAVD 88 (06/15/91)  851.724  (m)         2794.36   (f) SUPERSEDED  1 2
 PU0149  NGVD 29 (??/??/92)  851.247  (m)         2792.80   (f) ADJ UNCH    1 2
 PU0149
 PU0149.Superseded values are not recommended for survey control.
 PU0149
 PU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0149.See file dsdata.pdf to determine how the superseded data were derived.
 PU0149
 PU0149_MARKER: DR = REFERENCE MARK DISK
 PU0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0149_STAMPING: HOWIE NO 2 1962
 PU0149_MARK LOGO: CGS
 PU0149_PROJECTION: FLUSH
 PU0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0149+STABILITY: SURFACE MOTION
 PU0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0149+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0149
 PU0149  HISTORY     - Date     Condition        Report By
 PU0149  HISTORY     - 1962     MONUMENTED       CGS
 PU0149  HISTORY     - 1963     GOOD             CGS
 PU0149  HISTORY     - 19950605 GOOD             NGS
 PU0149
 PU0149                          STATION DESCRIPTION
 PU0149
 PU0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0149'2.6 MI NE FROM WHITE OWL.
 PU0149'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0149'AND POST OFFICE AT WHITE OWL, THENCE 0.2 MILE NORTHWEST ACROSS
 PU0149'COUNTRY TO I9 B2, THENCE 0.35 MILE NORTHWEST ACROSS COUNTRY,
 PU0149'IN AN EAST-WEST FENCE LINE, 52.4 FEET SOUTH OF HOWIE 1962, 58
 PU0149'FEET SOUTH OF THE EAST-WEST FENCE LINE, AND SET IN THE TOP OF A
 PU0149'CONCRETE POST FLUSH WITH THE GROUND.
 PU0149
 PU0149                          STATION RECOVERY (1995)
 PU0149
 PU0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0149'22.7 KM (14.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0149'OFFICE IN UNION CENTER, THENCE 0.9 KM (0.55 MI) NORTHERLY BY A MISSILE
 PU0149'SITE AND ACROSS A PASTURE TO A KNOLL, 114.7 M (376.3 FT) WEST OF A
 PU0149'CORRAL, 23.7 M (77.8 FT) SOUTHWEST OF HOWIE REFERENCE MARK 1, 15.9 M
 PU0149'(52.2 FT) SOUTH OF TRIANGULATION STATION HOWIE, AND THE MONUMENT IS
 PU0149'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 PU0149'OWNED BY RAYMOND HOWIE, BOX 81, WHITE OWL, SD 57792, TELEPHONE NUMBER
 PU0149'(605) 985-5229.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9005 ***********************************************************************
 AB9005  DESIGNATION -  HRLD AP
 AB9005  PID         -  AB9005
 AB9005  STATE/COUNTY-  SD/HUGHES
 AB9005  COUNTRY     -  US
 AB9005  USGS QUAD   -  HARROLD (2017)
 AB9005
 AB9005                         *CURRENT SURVEY CONTROL
 AB9005  ______________________________________________________________________
 AB9005* NAD 83(1986) POSITION- 44 32 03.     (N) 099 44 44.     (W)   SCALED
 AB9005* NAVD 88 ORTHO HEIGHT -   541.327 (meters)     1776.00  (feet) ADJUSTED
 AB9005  ______________________________________________________________________
 AB9005  GEOID HEIGHT    -        -23.562 (meters)                     GEOID18
 AB9005  DYNAMIC HEIGHT  -        541.222 (meters)     1775.66  (feet) COMP
 AB9005  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 AB9005
 AB9005  VERT ORDER      -  FIRST     CLASS II
 AB9005
 AB9005.The horizontal coordinates were scaled from a map and have
 AB9005.an estimated accuracy of +/- 6 seconds.
 AB9005
 AB9005.The orthometric height was determined by differential leveling and
 AB9005.adjusted by the NATIONAL GEODETIC SURVEY
 AB9005.in October 1997.
 AB9005
 AB9005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9005.GEOID18 height accuracy estimate available here.
 AB9005
 AB9005.Click photographs - Photos may exist for this station.
 AB9005
 AB9005.The dynamic height is computed by dividing the NAVD 88
 AB9005.geopotential number by the normal gravity value computed on the
 AB9005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9005.degrees latitude (g = 980.6199 gals.).
 AB9005
 AB9005.The modeled gravity was interpolated from observed gravity values.
 AB9005
 AB9005;                    North         East    Units  Estimated Accuracy
 AB9005;SPC SD S     -   244,670.      646,720.      MT  (+/- 180 meters Scaled)
 AB9005
 AB9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ407314(NAD 83)
 AB9005
 AB9005                          SUPERSEDED SURVEY CONTROL
 AB9005
 AB9005.No superseded survey control is available for this station.
 AB9005
 AB9005_MARKER: Z = SEE DESCRIPTION
 AB9005_SETTING: 0 = UNSPECIFIED SETTING
 AB9005_STAMPING: HRLD AP 1994
 AB9005_MARK LOGO: SDDT
 AB9005_PROJECTION: FLUSH
 AB9005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9005+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9005_ROD/PIPE-DEPTH: 6.4 meters
 AB9005_SLEEVE-DEPTH  : 4.0 meters
 AB9005
 AB9005  HISTORY     - Date     Condition        Report By
 AB9005  HISTORY     - 1994     MONUMENTED       SDDT
 AB9005  HISTORY     - 19941129 GOOD             NGS
 AB9005  HISTORY     - 20120514 GOOD             INDIV
 AB9005
 AB9005                          STATION DESCRIPTION
 AB9005
 AB9005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9005'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9005'BLUNT, THENCE 19.5 KM (12.10 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB9005'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG A GRAVELED ROAD, 22.2 M (72.8
 AB9005'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 21.7 M (71.2 FT) WEST OF
 AB9005'AND LEVEL WITH THE ROAD CENTER, 0.5 M (1.6 FT) EAST OF A METAL GUARD
 AB9005'POST, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST. NOTE--THE DATUM POINT
 AB9005'IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 AB9005'TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM POINT IS
 AB9005'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB9005
 AB9005                          STATION RECOVERY (2012)
 AB9005
 AB9005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7988 ***********************************************************************
 AC7988  CBN         -  This is a Cooperative Base Network Control Station.
 AC7988  DESIGNATION -  HRN ALLEN
 AC7988  PID         -  AC7988
 AC7988  STATE/COUNTY-  SD/BENNETT
 AC7988  COUNTRY     -  US
 AC7988  USGS QUAD   -  YELLOW BEAR CAMP (2017)
 AC7988
 AC7988                         *CURRENT SURVEY CONTROL
 AC7988  ______________________________________________________________________
 AC7988* NAD 83(2011) POSITION- 43 17 18.22621(N) 102 00 14.96193(W)   ADJUSTED
 AC7988* NAD 83(2011) ELLIP HT-  1042.609 (meters)        (06/27/12)   ADJUSTED
 AC7988* NAD 83(2011) EPOCH   -  2010.00
 AC7988* NAVD 88 ORTHO HEIGHT -  1061.9   (meters)     3484.    (feet) GPS OBS
 AC7988  ______________________________________________________________________
 AC7988  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7988  GEOID HEIGHT    -        -19.184 (meters)                     GEOID96
 AC7988  GEOID HEIGHT    -        -19.240 (meters)                     GEOID18
 AC7988  NAD 83(2011) X  -   -967,286.184 (meters)                     COMP
 AC7988  NAD 83(2011) Y  - -4,549,101.105 (meters)                     COMP
 AC7988  NAD 83(2011) Z  -  4,351,593.783 (meters)                     COMP
 AC7988  LAPLACE CORR    -         -5.91  (seconds)                    DEFLEC18
 AC7988
 AC7988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7988  Standards:
 AC7988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7988  -------------------------------------------------------------------
 AC7988  NETWORK    1.02   2.57           0.48   0.32   1.31     -0.07489197
 AC7988  -------------------------------------------------------------------
 AC7988  Click here for local accuracies and other accuracy information.
 AC7988
 AC7988.The horizontal coordinates were established by GPS observations
 AC7988.and adjusted by the National Geodetic Survey in June 2012.
 AC7988
 AC7988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7988.been affixed to the stable North American tectonic plate. See 
 AC7988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7988
 AC7988.The horizontal coordinates are valid at the epoch date displayed above
 AC7988.which is a decimal equivalence of Year/Month/Day.
 AC7988
 AC7988.The orthometric height was determined by GPS observations and a
 AC7988.high-resolution geoid model.
 AC7988
 AC7988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7988.GEOID18 height accuracy estimate available here.
 AC7988
 AC7988.Click photographs - Photos may exist for this station.
 AC7988
 AC7988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7988
 AC7988.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7988
 AC7988.The ellipsoidal height was determined by GPS observations
 AC7988.and is referenced to NAD 83.
 AC7988
 AC7988. The following values were computed from the NAD 83(2011) position.
 AC7988
 AC7988;                    North         East     Units Scale Factor Converg.
 AC7988;SPC SD S     -   107,462.607   464,417.952   MT  0.99992337   -1 09 09.4
 AC7988;SPC SD S     -   352,566.90  1,523,677.90   sFT  0.99992337   -1 09 09.4
 AC7988;UTM  13      - 4,797,200.435   743,047.930   MT  1.00032672   +2 03 18.6
 AC7988;UTM  14      - 4,797,224.669   256,277.679   MT  1.00033076   -2 03 39.1
 AC7988
 AC7988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7988!SPC SD S     -   0.99983653  x   0.99992337  =   0.99975991
 AC7988!UTM  13      -   0.99983653  x   1.00032672  =   1.00016319
 AC7988!UTM  14      -   0.99983653  x   1.00033076  =   1.00016723
 AC7988
 AC7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4304797200(NAD 83)
 AC7988
 AC7988                          SUPERSEDED SURVEY CONTROL
 AC7988
 AC7988  NAD 83(2007)-  43 17 18.22610(N)    102 00 14.96304(W) AD(2002.00) 0
 AC7988  ELLIP H (02/10/07) 1042.637  (m)                       GP(2002.00)    
 AC7988  ELLIP H (04/15/04) 1042.625  (m)                       GP(       ) 2 1
 AC7988  NAD 83(1996)-  43 17 18.22550(N)    102 00 14.96313(W) AD(       ) B
 AC7988  ELLIP H (04/18/97) 1042.669  (m)                       GP(       ) 4 1
 AC7988
 AC7988.Superseded values are not recommended for survey control.
 AC7988
 AC7988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7988.See file dsdata.pdf to determine how the superseded data were derived.
 AC7988
 AC7988_MARKER: Z = SEE DESCRIPTION
 AC7988_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7988_STAMPING: HRN ALLEN 1995
 AC7988_MARK LOGO: NGS
 AC7988_PROJECTION: PROJECTING 2 CENTIMETERS
 AC7988_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7988+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2013
 AC7988_ROD/PIPE-DEPTH: 6.4 meters
 AC7988_SLEEVE-DEPTH  : 1.8 meters
 AC7988
 AC7988  HISTORY     - Date     Condition        Report By
 AC7988  HISTORY     - 1995     MONUMENTED       SDDT
 AC7988  HISTORY     - 19960819 GOOD             NGS
 AC7988  HISTORY     - 20130214 GOOD             INDIV
 AC7988
 AC7988                          STATION DESCRIPTION
 AC7988
 AC7988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7988'THE STATION IS LOCATED 4.25 MI (6.84 KM) NORTHWEST OF ALLEN, ON BUREAU
 AC7988'OF INDIAN AFFAIRS ROAD 4.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AC7988'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 AC7988'HIGHWAY 73 SOUTH IN MARTIN, GO WEST ON HIGHWAY 18 FOR 9.3 MI (15.0 KM)
 AC7988'TO A PAVED ROAD RIGHT (KNOWN LOCALLY AS 9-MILE ALLEN ROAD) JUST PAST
 AC7988'MILEPOST 140, TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 7.8 MILES
 AC7988'(12.6 KM) TO THE AMERICAN HORSE HIGH SCHOOL IN ALLEN ON THE LEFT,
 AC7988'CONTINUE NORTH ON THE PAVED ROAD FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 AC7988'OF BUREAU OF INDIAN AFFAIRS ROAD 4, TURN LEFT AND WEST ON INDIAN ROAD
 AC7988'4 FOR 3.3 MILES (5.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AC7988'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC7988'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 40.6 M
 AC7988'(133.2 FT) EAST OF THE CENTER OF A UTILITY LINE CROSSING THE ROAD AND
 AC7988'UNDERGROUND CABLE JUNCTION BOX NUMBER IC 10, 22.9 M (75.1 FT) SOUTH OF
 AC7988'AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT) WEST OF THE
 AC7988'CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) SOUTH OF A METAL
 AC7988'GUARD POST, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.08
 AC7988'M (0.26 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT
 AC7988'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7988
 AC7988                          STATION RECOVERY (2013)
 AC7988
 AC7988'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7989 ***********************************************************************
 AC7989  CBN         -  This is a Cooperative Base Network Control Station.
 AC7989  DESIGNATION -  HRN BRULE
 AC7989  PID         -  AC7989
 AC7989  STATE/COUNTY-  SD/LYMAN
 AC7989  COUNTRY     -  US
 AC7989  USGS QUAD   -  LOWER BRULE SW (2017)
 AC7989
 AC7989                         *CURRENT SURVEY CONTROL
 AC7989  ______________________________________________________________________
 AC7989* NAD 83(2011) POSITION- 44 05 05.56138(N) 099 44 44.57079(W)   ADJUSTED
 AC7989* NAD 83(2011) ELLIP HT-   456.664 (meters)        (06/27/12)   ADJUSTED
 AC7989* NAD 83(2011) EPOCH   -  2010.00
 AC7989* NAVD 88 ORTHO HEIGHT -   481.2   (meters)     1579.    (feet) GPS OBS
 AC7989  ______________________________________________________________________
 AC7989  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7989  GEOID HEIGHT    -        -24.467 (meters)                     GEOID96
 AC7989  GEOID HEIGHT    -        -24.495 (meters)                     GEOID18
 AC7989  NAD 83(2011) X  -   -776,848.536 (meters)                     COMP
 AC7989  NAD 83(2011) Y  - -4,523,019.282 (meters)                     COMP
 AC7989  NAD 83(2011) Z  -  4,415,188.615 (meters)                     COMP
 AC7989  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 AC7989
 AC7989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7989  Standards:
 AC7989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7989  -------------------------------------------------------------------
 AC7989  NETWORK    0.99   2.94           0.46   0.32   1.50     -0.03050468
 AC7989  -------------------------------------------------------------------
 AC7989  Click here for local accuracies and other accuracy information.
 AC7989
 AC7989.The horizontal coordinates were established by GPS observations
 AC7989.and adjusted by the National Geodetic Survey in June 2012.
 AC7989
 AC7989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7989.been affixed to the stable North American tectonic plate. See 
 AC7989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7989
 AC7989.The horizontal coordinates are valid at the epoch date displayed above
 AC7989.which is a decimal equivalence of Year/Month/Day.
 AC7989
 AC7989.The orthometric height was determined by GPS observations and a
 AC7989.high-resolution geoid model.
 AC7989
 AC7989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7989.GEOID18 height accuracy estimate available here.
 AC7989
 AC7989.Click photographs - Photos may exist for this station.
 AC7989
 AC7989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7989
 AC7989.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7989
 AC7989.The ellipsoidal height was determined by GPS observations
 AC7989.and is referenced to NAD 83.
 AC7989
 AC7989. The following values were computed from the NAD 83(2011) position.
 AC7989
 AC7989;                    North         East     Units Scale Factor Converg.
 AC7989;SPC SD S     -   194,751.846   647,060.242   MT  0.99993998   +0 24 19.3
 AC7989;SPC SD S     -   638,948.35  2,122,896.81   sFT  0.99993998   +0 24 19.3
 AC7989;UTM  14      - 4,881,570.447   440,298.276   MT  0.99964384   -0 31 07.8
 AC7989
 AC7989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7989!SPC SD S     -   0.99992840  x   0.99993998  =   0.99986838
 AC7989!UTM  14      -   0.99992840  x   0.99964384  =   0.99957226
 AC7989
 AC7989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4029881570(NAD 83)
 AC7989
 AC7989                          SUPERSEDED SURVEY CONTROL
 AC7989
 AC7989  NAD 83(2007)-  44 05 05.56172(N)    099 44 44.57154(W) AD(2002.00) 0
 AC7989  ELLIP H (02/10/07)  456.696  (m)                       GP(2002.00)    
 AC7989  ELLIP H (04/15/04)  456.701  (m)                       GP(       ) 2 1
 AC7989  NAD 83(1996)-  44 05 05.56089(N)    099 44 44.57106(W) AD(       ) B
 AC7989  ELLIP H (04/18/97)  456.762  (m)                       GP(       ) 4 1
 AC7989
 AC7989.Superseded values are not recommended for survey control.
 AC7989
 AC7989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7989.See file dsdata.pdf to determine how the superseded data were derived.
 AC7989
 AC7989_MARKER: Z = SEE DESCRIPTION
 AC7989_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7989_STAMPING: HRN-BRULE 1995
 AC7989_MARK LOGO: NGS
 AC7989_PROJECTION: PROJECTING 5 CENTIMETERS
 AC7989_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7989+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC7989_ROD/PIPE-DEPTH: 6.4 meters
 AC7989_SLEEVE-DEPTH  : 1.8 meters
 AC7989
 AC7989  HISTORY     - Date     Condition        Report By
 AC7989  HISTORY     - 1995     MONUMENTED       SDDT
 AC7989  HISTORY     - 19960807 GOOD             NGS
 AC7989  HISTORY     - 20130116 GOOD             INDIV
 AC7989
 AC7989                          STATION DESCRIPTION
 AC7989
 AC7989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7989'THE STATION IS LOCATED 9.9 MI (15.9 KM) WEST OF LOWER BRULE, ON BUREAU
 AC7989'OF INDIAN AFFAIRS ROAD 10.  OWNERSHIP--THE LOWER BRULE SIOUX
 AC7989'RESERVATION.  TO REACH THE STATION FROM THE JUNCTION OF BUREAU OF
 AC7989'INDIAN AFFAIRS ROADS 10 AND 3 IN LOWER BRULE, GO WEST 9.9 MI (15.9 KM)
 AC7989'ON INDIAN ROAD 10 TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AC7989'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7989'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 21.9 M (71.9
 AC7989'FT) SOUTH OF THE ROAD CENTERLINE, 6.1 M (20.0 FT) WEST OF THE EXTENDED
 AC7989'CENTER OF A GRAVELED ROAD LEADING NORTH AND THE CENTER OF A FIELD
 AC7989'ENTRANCE, 0.9 M (3.0 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) NORTH OF A
 AC7989'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, 0.3 M (1.0
 AC7989'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.12 M (0.39 FT) BELOW THE
 AC7989'GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC7989'LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC7989
 AC7989                          STATION RECOVERY (2013)
 AC7989
 AC7989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC7989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7990 ***********************************************************************
 AC7990  CBN         -  This is a Cooperative Base Network Control Station.
 AC7990  DESIGNATION -  HRN CHERY
 AC7990  PID         -  AC7990
 AC7990  STATE/COUNTY-  SD/ZIEBACH
 AC7990  COUNTRY     -  US
 AC7990  USGS QUAD   -  LONGBRAKE RANCH (2017)
 AC7990
 AC7990                         *CURRENT SURVEY CONTROL
 AC7990  ______________________________________________________________________
 AC7990* NAD 83(2011) POSITION- 44 46 51.51633(N) 101 37 53.87087(W)   ADJUSTED
 AC7990* NAD 83(2011) ELLIP HT-   708.567 (meters)        (06/27/12)   ADJUSTED
 AC7990* NAD 83(2011) EPOCH   -  2010.00
 AC7990* NAVD 88 ORTHO HEIGHT -   729.4   (meters)     2393.    (feet) GPS OBS
 AC7990  ______________________________________________________________________
 AC7990  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7990  GEOID HEIGHT    -        -20.706 (meters)                     GEOID96
 AC7990  GEOID HEIGHT    -        -20.833 (meters)                     GEOID18
 AC7990  NAD 83(2011) X  -   -914,395.506 (meters)                     COMP
 AC7990  NAD 83(2011) Y  - -4,442,135.925 (meters)                     COMP
 AC7990  NAD 83(2011) Z  -  4,470,603.708 (meters)                     COMP
 AC7990  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 AC7990
 AC7990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7990  Standards:
 AC7990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7990  -------------------------------------------------------------------
 AC7990  NETWORK    0.85   2.43           0.40   0.27   1.24     -0.08344757
 AC7990  -------------------------------------------------------------------
 AC7990  Click here for local accuracies and other accuracy information.
 AC7990
 AC7990.The horizontal coordinates were established by GPS observations
 AC7990.and adjusted by the National Geodetic Survey in June 2012.
 AC7990
 AC7990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7990.been affixed to the stable North American tectonic plate. See 
 AC7990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7990
 AC7990.The horizontal coordinates are valid at the epoch date displayed above
 AC7990.which is a decimal equivalence of Year/Month/Day.
 AC7990
 AC7990.The orthometric height was determined by GPS observations and a
 AC7990.high-resolution geoid model.
 AC7990
 AC7990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7990.GEOID18 height accuracy estimate available here.
 AC7990
 AC7990.Click photographs - Photos may exist for this station.
 AC7990
 AC7990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7990
 AC7990.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7990
 AC7990.The ellipsoidal height was determined by GPS observations
 AC7990.and is referenced to NAD 83.
 AC7990
 AC7990. The following values were computed from the NAD 83(2011) position.
 AC7990
 AC7990;                    North         East     Units Scale Factor Converg.
 AC7990;SPC SD N     -   106,605.298   470,877.068   MT  0.99995018   -1 09 17.2
 AC7990;SPC SD N     -   349,754.22  1,544,869.18   sFT  0.99995018   -1 09 17.2
 AC7990;UTM  14      - 4,961,989.389   291,797.896   MT  1.00013308   -1 51 15.8
 AC7990
 AC7990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7990!SPC SD N     -   0.99988892  x   0.99995018  =   0.99983910
 AC7990!UTM  14      -   0.99988892  x   1.00013308  =   1.00002198
 AC7990
 AC7990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9179761989(NAD 83)
 AC7990
 AC7990                          SUPERSEDED SURVEY CONTROL
 AC7990
 AC7990  NAD 83(2007)-  44 46 51.51627(N)    101 37 53.87202(W) AD(2002.00) 0
 AC7990  ELLIP H (02/10/07)  708.588  (m)                       GP(2002.00)    
 AC7990  ELLIP H (04/15/04)  708.576  (m)                       GP(       ) 2 1
 AC7990  NAD 83(1996)-  44 46 51.51571(N)    101 37 53.87169(W) AD(       ) B
 AC7990  ELLIP H (04/18/97)  708.641  (m)                       GP(       ) 4 1
 AC7990
 AC7990.Superseded values are not recommended for survey control.
 AC7990
 AC7990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7990.See file dsdata.pdf to determine how the superseded data were derived.
 AC7990
 AC7990_MARKER: Z = SEE DESCRIPTION
 AC7990_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7990_STAMPING: HRN-CHERY 1995
 AC7990_MARK LOGO: NGS
 AC7990_PROJECTION: FLUSH
 AC7990_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7990+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1996
 AC7990_ROD/PIPE-DEPTH: 12.8 meters
 AC7990_SLEEVE-DEPTH  : 1.8 meters
 AC7990
 AC7990  HISTORY     - Date     Condition        Report By
 AC7990  HISTORY     - 1995     MONUMENTED       SDDT
 AC7990  HISTORY     - 19960910 GOOD             NGS
 AC7990
 AC7990                          STATION DESCRIPTION
 AC7990
 AC7990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7990'THE STATION IS LOCATED ABOUT 31.6 KM (19.65 MI) SOUTH OF DUPREE AND
 AC7990'1.44 KM (0.90 MI) SOUTH OF A RED AND WHITE RADIO TOWER, ON BUREAU OF
 AC7990'INDIAN AFFAIRS ROAD 5.  OWNERSHIP--CHEYENNE RIVER INDIAN RESERVATION.
 AC7990'TO REACH THE STATION FROM THE COURTHOUSE IN DUPREE, GO SOUTH ON INDIAN
 AC7990'ROAD 5 (MAIN GRAVEL ROAD) FOR 20.4 KM (12.65 MI) TO A CROOK IN THE
 AC7990'ROAD, CONTINUE SOUTH 9.8 KM (6.10 MI) TO A RADIO TOWER ON THE LEFT,
 AC7990'CONTINUE SOUTH FOR 1.0 MI (1.6 KM) TO A FENCED UNDERGROUND CABLE
 AC7990'JUNCTION BOX ON THE LEFT AND THE STATION ON THE RIGHT.  THE STATION IS
 AC7990'A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AC7990'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 29.6
 AC7990'M (97.1 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER N 14 LP 10,
 AC7990'14.6 M (47.9 FT) WEST OF THE ROAD CENTER, 0.7 M (2.3 FT) EAST OF THE
 AC7990'FENCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST
 AC7990'OF A METAL FENCE POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7990'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7992 ***********************************************************************
 AC7992  CBN         -  This is a Cooperative Base Network Control Station.
 AC7992  DESIGNATION -  HRN COTTON
 AC7992  PID         -  AC7992
 AC7992  STATE/COUNTY-  SD/BEADLE
 AC7992  COUNTRY     -  US
 AC7992  USGS QUAD   -  WESSINGTON SW (2017)
 AC7992
 AC7992                         *CURRENT SURVEY CONTROL
 AC7992  ______________________________________________________________________
 AC7992* NAD 83(2011) POSITION- 44 15 17.51772(N) 098 42 02.84906(W)   ADJUSTED
 AC7992* NAD 83(2011) ELLIP HT-   479.580 (meters)        (06/27/12)   ADJUSTED
 AC7992* NAD 83(2011) EPOCH   -  2010.00
 AC7992* NAVD 88 ORTHO HEIGHT -   504.6   (meters)     1656.    (feet) GPS OBS
 AC7992  ______________________________________________________________________
 AC7992  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7992  GEOID HEIGHT    -        -24.960 (meters)                     GEOID96
 AC7992  GEOID HEIGHT    -        -25.007 (meters)                     GEOID18
 AC7992  NAD 83(2011) X  -   -692,247.471 (meters)                     COMP
 AC7992  NAD 83(2011) Y  - -4,523,439.607 (meters)                     COMP
 AC7992  NAD 83(2011) Z  -  4,428,753.717 (meters)                     COMP
 AC7992  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 AC7992
 AC7992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7992  Standards:
 AC7992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7992  -------------------------------------------------------------------
 AC7992  NETWORK    1.15   3.47           0.55   0.34   1.77     -0.10848864
 AC7992  -------------------------------------------------------------------
 AC7992  Click here for local accuracies and other accuracy information.
 AC7992
 AC7992.The horizontal coordinates were established by GPS observations
 AC7992.and adjusted by the National Geodetic Survey in June 2012.
 AC7992
 AC7992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7992.been affixed to the stable North American tectonic plate. See 
 AC7992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7992
 AC7992.The horizontal coordinates are valid at the epoch date displayed above
 AC7992.which is a decimal equivalence of Year/Month/Day.
 AC7992
 AC7992.The orthometric height was determined by GPS observations and a
 AC7992.high-resolution geoid model.
 AC7992
 AC7992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7992.GEOID18 height accuracy estimate available here.
 AC7992
 AC7992.Click photographs - Photos may exist for this station.
 AC7992
 AC7992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7992
 AC7992.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7992
 AC7992.The ellipsoidal height was determined by GPS observations
 AC7992.and is referenced to NAD 83.
 AC7992
 AC7992. The following values were computed from the NAD 83(2011) position.
 AC7992
 AC7992;                    North         East     Units Scale Factor Converg.
 AC7992;SPC SD N     -    47,674.804   703,756.641   MT  1.00003492   +0 55 10.2
 AC7992;SPC SD N     -   156,413.09  2,308,908.25   sFT  1.00003492   +0 55 10.2
 AC7992;UTM  14      - 4,900,224.407   523,885.859   MT  0.99960702   +0 12 31.7
 AC7992
 AC7992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7992!SPC SD N     -   0.99992481  x   1.00003492  =   0.99995972
 AC7992!UTM  14      -   0.99992481  x   0.99960702  =   0.99953186
 AC7992
 AC7992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2388500224(NAD 83)
 AC7992
 AC7992                          SUPERSEDED SURVEY CONTROL
 AC7992
 AC7992  NAD 83(2007)-  44 15 17.51782(N)    098 42 02.84994(W) AD(2002.00) 0
 AC7992  ELLIP H (02/10/07)  479.610  (m)                       GP(2002.00)    
 AC7992  ELLIP H (04/15/04)  479.604  (m)                       GP(       ) 2 1
 AC7992  NAD 83(1996)-  44 15 17.51733(N)    098 42 02.84956(W) AD(       ) B
 AC7992  ELLIP H (04/18/97)  479.646  (m)                       GP(       ) 4 1
 AC7992
 AC7992.Superseded values are not recommended for survey control.
 AC7992
 AC7992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7992.See file dsdata.pdf to determine how the superseded data were derived.
 AC7992
 AC7992_MARKER: Z = SEE DESCRIPTION
 AC7992_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7992_STAMPING: HRN-COTTON 1995
 AC7992_MARK LOGO: NGS
 AC7992_PROJECTION: FLUSH
 AC7992_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7992+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 AC7992_ROD/PIPE-DEPTH: 12.8 meters
 AC7992_SLEEVE-DEPTH  : 1.8 meters
 AC7992
 AC7992  HISTORY     - Date     Condition        Report By
 AC7992  HISTORY     - 1995     MONUMENTED       SDDT
 AC7992  HISTORY     - 19960930 GOOD             NGS
 AC7992
 AC7992                          STATION DESCRIPTION
 AC7992
 AC7992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7992'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF VIRGIL AND
 AC7992'13.0 MI (20.9 KM) SOUTH OF WESSINGTON, ON A COUNTY ROAD AT THE
 AC7992'HAND/BEADLE COUNTY LINE.  OWNERSHIP--BEADLE COUNTY.  TO REACH THE
 AC7992'STATION FROM THE POST OFFICE IN WESSINGTON, GO SOUTH-SOUTHWEST ON
 AC7992'WESSINGTON STREET FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF HAND/BEADLE
 AC7992'COUNTY ROAD, TURN LEFT AND GO SOUTH ON THE COUNTY ROAD FOR 13.4 MI
 AC7992'(21.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7992'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7992'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 2.0 MI (3.2 KM) SOUTH
 AC7992'OF VIRGIL ROAD, 59.0 FT (18.0 M) NORTH OF A GRAVELED ROAD, 44.0 FT
 AC7992'(13.4 M) EAST OF THE CENTER OF THE ROAD, 2.0 FT (0.6 M) WEST OF A
 AC7992'FENCE, 1.3 FT (0.4 M) WEST OF A WITNESS POST, AND 1.3 FT (0.4 M) EAST
 AC7992'OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC7992'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7994 ***********************************************************************
 AC7994  CBN         -  This is a Cooperative Base Network Control Station.
 AC7994  DESIGNATION -  HRN ELM
 AC7994  PID         -  AC7994
 AC7994  STATE/COUNTY-  SD/MEADE
 AC7994  COUNTRY     -  US
 AC7994  USGS QUAD   -  ELM SPRINGS (2017)
 AC7994
 AC7994                         *CURRENT SURVEY CONTROL
 AC7994  ______________________________________________________________________
 AC7994* NAD 83(2011) POSITION- 44 19 18.87760(N) 102 32 16.24191(W)   ADJUSTED
 AC7994* NAD 83(2011) ELLIP HT-   806.347 (meters)        (06/27/12)   ADJUSTED
 AC7994* NAD 83(2011) EPOCH   -  2010.00
 AC7994* NAVD 88 ORTHO HEIGHT -   824.9   (meters)     2706.    (feet) GPS OBS
 AC7994  ______________________________________________________________________
 AC7994  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7994  GEOID HEIGHT    -        -18.467 (meters)                     GEOID96
 AC7994  GEOID HEIGHT    -        -18.576 (meters)                     GEOID18
 AC7994  NAD 83(2011) X  -   -992,321.952 (meters)                     COMP
 AC7994  NAD 83(2011) Y  - -4,462,125.114 (meters)                     COMP
 AC7994  NAD 83(2011) Z  -  4,434,315.272 (meters)                     COMP
 AC7994  LAPLACE CORR    -         -6.90  (seconds)                    DEFLEC18
 AC7994
 AC7994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7994  Standards:
 AC7994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7994  -------------------------------------------------------------------
 AC7994  NETWORK    0.88   2.43           0.41   0.28   1.24     -0.09277725
 AC7994  -------------------------------------------------------------------
 AC7994  Click here for local accuracies and other accuracy information.
 AC7994
 AC7994.The horizontal coordinates were established by GPS observations
 AC7994.and adjusted by the National Geodetic Survey in June 2012.
 AC7994
 AC7994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7994.been affixed to the stable North American tectonic plate. See 
 AC7994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7994
 AC7994.The horizontal coordinates are valid at the epoch date displayed above
 AC7994.which is a decimal equivalence of Year/Month/Day.
 AC7994
 AC7994.The orthometric height was determined by GPS observations and a
 AC7994.high-resolution geoid model.
 AC7994
 AC7994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7994.GEOID18 height accuracy estimate available here.
 AC7994
 AC7994.Click photographs - Photos may exist for this station.
 AC7994
 AC7994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7994
 AC7994.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7994
 AC7994.The ellipsoidal height was determined by GPS observations
 AC7994.and is referenced to NAD 83.
 AC7994
 AC7994. The following values were computed from the NAD 83(2011) position.
 AC7994
 AC7994;                    North         East     Units Scale Factor Converg.
 AC7994;SPC SD N     -    57,465.258   397,582.105   MT  1.00001950   -1 47 46.1
 AC7994;SPC SD N     -   188,533.93  1,304,400.62   sFT  1.00001950   -1 47 46.1
 AC7994;UTM  13      - 4,910,576.053   696,332.178   MT  1.00007407   +1 43 15.0
 AC7994
 AC7994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7994!SPC SD N     -   0.99987358  x   1.00001950  =   0.99989308
 AC7994!UTM  13      -   0.99987358  x   1.00007407  =   0.99994764
 AC7994
 AC7994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9633210576(NAD 83)
 AC7994
 AC7994                          SUPERSEDED SURVEY CONTROL
 AC7994
 AC7994  NAD 83(2007)-  44 19 18.87750(N)    102 32 16.24303(W) AD(2002.00) 0
 AC7994  ELLIP H (02/10/07)  806.373  (m)                       GP(2002.00)    
 AC7994  ELLIP H (04/15/04)  806.351  (m)                       GP(       ) 2 1
 AC7994  NAD 83(1996)-  44 19 18.87691(N)    102 32 16.24298(W) AD(       ) B
 AC7994  ELLIP H (04/18/97)  806.406  (m)                       GP(       ) 4 1
 AC7994
 AC7994.Superseded values are not recommended for survey control.
 AC7994
 AC7994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7994.See file dsdata.pdf to determine how the superseded data were derived.
 AC7994
 AC7994_MARKER: Z = SEE DESCRIPTION
 AC7994_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7994_STAMPING: HRN-ELM 1995
 AC7994_MARK LOGO: NGS
 AC7994_PROJECTION: FLUSH
 AC7994_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7994+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1996
 AC7994_ROD/PIPE-DEPTH: 12.8 meters
 AC7994_SLEEVE-DEPTH  : 1.8 meters
 AC7994
 AC7994  HISTORY     - Date     Condition        Report By
 AC7994  HISTORY     - 1995     MONUMENTED       SDDT
 AC7994  HISTORY     - 19960828 GOOD             NGS
 AC7994
 AC7994                          STATION DESCRIPTION
 AC7994
 AC7994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7994'THE STATION IS LOCATED ABOUT 0.07 MI (0.11 KM) NORTHWEST OF ELM
 AC7994'SPRINGS AND 19.0 MI (30.6 KM) SOUTH OF ENNING, ON COUNTY ROAD 31C.
 AC7994'OWNERSHIP--MEADE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7994'COUNTY ROAD 31C AND STATE HIGHWAY 34 IN ENNING, GO SOUTH ON COUNTY
 AC7994'ROAD 31C FOR 19.0 MI (30.6 KM) TO THE STATION ON THE RIGHT.  THE
 AC7994'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7994'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7994'LOCATED 46.5 FT (14.2 M) WEST OF THE ROAD CENTER, 4.7 FT (1.4 M) NORTH
 AC7994'OF A FENCE CORNER, 1.7 FT (0.5 M) EAST OF A FENCE, 1.5 FT (0.5 M) WEST
 AC7994'OF A METAL GUARD POST, AND 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 AC7994'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7994'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7995 ***********************************************************************
 AC7995  CBN         -  This is a Cooperative Base Network Control Station.
 AC7995  DESIGNATION -  HRN FAIRPOINT
 AC7995  PID         -  AC7995
 AC7995  STATE/COUNTY-  SD/MEADE
 AC7995  COUNTRY     -  US
 AC7995  USGS QUAD   -  BULL RUN CREEK (2017)
 AC7995
 AC7995                         *CURRENT SURVEY CONTROL
 AC7995  ______________________________________________________________________
 AC7995* NAD 83(2011) POSITION- 44 45 16.78377(N) 102 47 47.82097(W)   ADJUSTED
 AC7995* NAD 83(2011) ELLIP HT-   895.533 (meters)        (06/27/12)   ADJUSTED
 AC7995* NAD 83(2011) EPOCH   -  2010.00
 AC7995* NAVD 88 ORTHO HEIGHT -   913.2   (meters)     2996.    (feet) GPS OBS
 AC7995  ______________________________________________________________________
 AC7995  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7995  GEOID HEIGHT    -        -17.542 (meters)                     GEOID96
 AC7995  GEOID HEIGHT    -        -17.684 (meters)                     GEOID18
 AC7995  NAD 83(2011) X  - -1,005,007.120 (meters)                     COMP
 AC7995  NAD 83(2011) Y  - -4,424,764.652 (meters)                     COMP
 AC7995  NAD 83(2011) Z  -  4,468,658.982 (meters)                     COMP
 AC7995  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 AC7995
 AC7995  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7995  Standards:
 AC7995         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7995            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7995  -------------------------------------------------------------------
 AC7995  NETWORK    0.90   2.59           0.42   0.29   1.32     -0.10203919
 AC7995  -------------------------------------------------------------------
 AC7995  Click here for local accuracies and other accuracy information.
 AC7995
 AC7995.The horizontal coordinates were established by GPS observations
 AC7995.and adjusted by the National Geodetic Survey in June 2012.
 AC7995
 AC7995.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7995.been affixed to the stable North American tectonic plate. See 
 AC7995.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7995
 AC7995.The horizontal coordinates are valid at the epoch date displayed above
 AC7995.which is a decimal equivalence of Year/Month/Day.
 AC7995
 AC7995.The orthometric height was determined by GPS observations and a
 AC7995.high-resolution geoid model.
 AC7995
 AC7995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7995.GEOID18 height accuracy estimate available here.
 AC7995
 AC7995.Click photographs - Photos may exist for this station.
 AC7995
 AC7995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7995
 AC7995.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7995
 AC7995.The ellipsoidal height was determined by GPS observations
 AC7995.and is referenced to NAD 83.
 AC7995
 AC7995. The following values were computed from the NAD 83(2011) position.
 AC7995
 AC7995;                    North         East     Units Scale Factor Converg.
 AC7995;SPC SD N     -   106,204.223   378,611.196   MT  0.99995243   -1 58 45.4
 AC7995;SPC SD N     -   348,438.35  1,242,160.23   sFT  0.99995243   -1 58 45.4
 AC7995;UTM  13      - 4,958,058.683   674,400.224   MT  0.99997403   +1 33 06.2
 AC7995
 AC7995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7995!SPC SD N     -   0.99985961  x   0.99995243  =   0.99981204
 AC7995!UTM  13      -   0.99985961  x   0.99997403  =   0.99983364
 AC7995
 AC7995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7440058058(NAD 83)
 AC7995
 AC7995                          SUPERSEDED SURVEY CONTROL
 AC7995
 AC7995  NAD 83(2007)-  44 45 16.78366(N)    102 47 47.82212(W) AD(2002.00) 0
 AC7995  ELLIP H (02/10/07)  895.559  (m)                       GP(2002.00)    
 AC7995  ELLIP H (04/15/04)  895.548  (m)                       GP(       ) 2 1
 AC7995  NAD 83(1996)-  44 45 16.78303(N)    102 47 47.82208(W) AD(       ) B
 AC7995  ELLIP H (04/18/97)  895.605  (m)                       GP(       ) 4 1
 AC7995
 AC7995.Superseded values are not recommended for survey control.
 AC7995
 AC7995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7995.See file dsdata.pdf to determine how the superseded data were derived.
 AC7995
 AC7995_MARKER: Z = SEE DESCRIPTION
 AC7995_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7995_STAMPING: HRN-FAIRPONT 1995
 AC7995_MARK LOGO: NGS
 AC7995_PROJECTION: FLUSH
 AC7995_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7995+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1996
 AC7995_ROD/PIPE-DEPTH: 12.8 meters
 AC7995_SLEEVE-DEPTH  : 1.8 meters
 AC7995
 AC7995  HISTORY     - Date     Condition        Report By
 AC7995  HISTORY     - 1995     MONUMENTED       SDDT
 AC7995  HISTORY     - 19961002 GOOD             NGS
 AC7995
 AC7995                          STATION DESCRIPTION
 AC7995
 AC7995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7995'THE STATION IS LOCATED ABOUT 30.0 MI (48.3 KM) EAST OF NEWELL, 18.0 MI
 AC7995'(29.0 KM) SOUTH-SOUTHEAST OF MUD BUTTE, AND 0.65 MI (1.05 KM) NORTH OF
 AC7995'FAIRPOINT, ON A COUNTY ROAD.  OWNERSHIP--MEADE COUNTY.  TO REACH THE
 AC7995'STATION FROM THE POST OFFICE AND STORE IN UNION CENTER, GO WEST ON
 AC7995'STATE HIGHWAY 34 FOR 8.5 MI (13.7 KM) TO THE JUNCTION OF COUNTY ROAD
 AC7995'23T, TURN RIGHT AND GO NORTH ON COUNTY ROAD 23T FOR 3.6 MI (5.8 KM) TO
 AC7995'THE JUNCTION OF A COUNTY ROAD LEADING NORTH, TURN LEFT AND GO NORTH ON
 AC7995'THE COUNTY ROAD FOR 14.0 MI (22.5 KM) TO THE STATION ON THE LEFT.  THE
 AC7995'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC7995'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC7995'LOCATED 58.0 FT (17.7 M) WEST OF THE ROAD CENTER, 24.0 FT (7.3 M)
 AC7995'SOUTH OF CENTER OF A FIELD ENTRANCE ROAD, 1.0 FT (0.3 M) EAST OF A
 AC7995'WITNESS POST AND FENCE, AND 1.0 FT (0.3 M) WEST OF A METAL GUARD POST.
 AC7995'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7995'A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7998 ***********************************************************************
 AC7998  CBN         -  This is a Cooperative Base Network Control Station.
 AC7998  DESIGNATION -  HRN FRANCIS
 AC7998  PID         -  AC7998
 AC7998  STATE/COUNTY-  SD/TODD
 AC7998  COUNTRY     -  US
 AC7998  USGS QUAD   -  SAINT FRANCIS SW (2017)
 AC7998
 AC7998                         *CURRENT SURVEY CONTROL
 AC7998  ______________________________________________________________________
 AC7998* NAD 83(2011) POSITION- 43 04 55.01139(N) 100 54 18.92740(W)   ADJUSTED
 AC7998* NAD 83(2011) ELLIP HT-   877.754 (meters)        (06/27/12)   ADJUSTED
 AC7998* NAD 83(2011) EPOCH   -  2010.00
 AC7998* NAVD 88 ORTHO HEIGHT -   899.3   (meters)     2950.    (feet) GPS OBS
 AC7998  ______________________________________________________________________
 AC7998  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7998  GEOID HEIGHT    -        -21.538 (meters)                     GEOID96
 AC7998  GEOID HEIGHT    -        -21.569 (meters)                     GEOID18
 AC7998  NAD 83(2011) X  -   -882,811.821 (meters)                     COMP
 AC7998  NAD 83(2011) Y  - -4,582,112.325 (meters)                     COMP
 AC7998  NAD 83(2011) Z  -  4,334,754.995 (meters)                     COMP
 AC7998  LAPLACE CORR    -         -7.13  (seconds)                    DEFLEC18
 AC7998
 AC7998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7998  Standards:
 AC7998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7998  -------------------------------------------------------------------
 AC7998  NETWORK    0.98   2.94           0.46   0.31   1.50     -0.06782612
 AC7998  -------------------------------------------------------------------
 AC7998  Click here for local accuracies and other accuracy information.
 AC7998
 AC7998.The horizontal coordinates were established by GPS observations
 AC7998.and adjusted by the National Geodetic Survey in June 2012.
 AC7998
 AC7998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7998.been affixed to the stable North American tectonic plate. See 
 AC7998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7998
 AC7998.The horizontal coordinates are valid at the epoch date displayed above
 AC7998.which is a decimal equivalence of Year/Month/Day.
 AC7998
 AC7998.The orthometric height was determined by GPS observations and a
 AC7998.high-resolution geoid model.
 AC7998
 AC7998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7998.GEOID18 height accuracy estimate available here.
 AC7998
 AC7998.Click photographs - Photos may exist for this station.
 AC7998
 AC7998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7998
 AC7998.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7998
 AC7998.The ellipsoidal height was determined by GPS observations
 AC7998.and is referenced to NAD 83.
 AC7998
 AC7998. The following values were computed from the NAD 83(2011) position.
 AC7998
 AC7998;                    North         East     Units Scale Factor Converg.
 AC7998;SPC SD S     -    83,324.944   553,429.442   MT  0.99995041   -0 23 40.4
 AC7998;SPC SD S     -   273,375.25  1,815,709.76   sFT  0.99995041   -0 23 40.4
 AC7998;UTM  14      - 4,771,676.640   344,910.168   MT  0.99989590   -1 18 05.9
 AC7998
 AC7998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7998!SPC SD S     -   0.99986237  x   0.99995041  =   0.99981278
 AC7998!UTM  14      -   0.99986237  x   0.99989590  =   0.99975828
 AC7998
 AC7998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4491071676(NAD 83)
 AC7998
 AC7998                          SUPERSEDED SURVEY CONTROL
 AC7998
 AC7998  NAD 83(2007)-  43 04 55.01132(N)    100 54 18.92858(W) AD(2002.00) 0
 AC7998  ELLIP H (02/10/07)  877.789  (m)                       GP(2002.00)    
 AC7998  ELLIP H (04/15/04)  877.777  (m)                       GP(       ) 2 1
 AC7998  NAD 83(1996)-  43 04 55.01083(N)    100 54 18.92853(W) AD(       ) B
 AC7998  ELLIP H (04/18/97)  877.820  (m)                       GP(       ) 4 1
 AC7998
 AC7998.Superseded values are not recommended for survey control.
 AC7998
 AC7998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7998.See file dsdata.pdf to determine how the superseded data were derived.
 AC7998
 AC7998_MARKER: Z = SEE DESCRIPTION
 AC7998_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7998_STAMPING: HRN-FRANCIS 1995
 AC7998_MARK LOGO: NGS
 AC7998_PROJECTION: FLUSH
 AC7998_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7998+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 AC7998_ROD/PIPE-DEPTH: 6.4 meters
 AC7998_SLEEVE-DEPTH  : 1.8 meters
 AC7998
 AC7998  HISTORY     - Date     Condition        Report By
 AC7998  HISTORY     - 1995     MONUMENTED       SDDT
 AC7998  HISTORY     - 19960730 GOOD             NGS
 AC7998  HISTORY     - 20121212 GOOD             INDIV
 AC7998
 AC7998                          STATION DESCRIPTION
 AC7998
 AC7998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7998'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF THE SOUTH
 AC7998'DAKOTA/NEBRASKA STATE LINE AND 4.0 MI (6.4 KM) SOUTH OF SAINT FRANCIS,
 AC7998'ON BUREAU OF INDIAN AFFAIRS ROAD 13.  OWNERSHIP--ROSEBUD INDIAN
 AC7998'RESERVATION.  TO REACH THE STATION FROM THE POST OFFICE IN SAINT
 AC7998'FRANCIS, GO SOUTH ON BUREAU OF INDIAN AFFAIRS ROAD 13 FOR 4.35 MILES
 AC7998'(7.00 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC7998'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC7998'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 22.5 M (73.8
 AC7998'FT) WEST OF THE ROAD CENTERLINE, 5.0 M (16.4 FT) SOUTH OF THE CENTER
 AC7998'OF A FIELD ENTRANCE, 0.7 M (2.3 FT) EAST OF A FENCE, 0.5 M (1.6 FT)
 AC7998'WEST OF A METAL GUARD POST, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 AC7998'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC7998'A 4-INCH PVC CAP.
 AC7998
 AC7998                          STATION RECOVERY (2012)
 AC7998
 AC7998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC7998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7999 ***********************************************************************
 AC7999  CBN         -  This is a Cooperative Base Network Control Station.
 AC7999  DESIGNATION -  HRN HARDING
 AC7999  PID         -  AC7999
 AC7999  STATE/COUNTY-  SD/HARDING
 AC7999  COUNTRY     -  US
 AC7999  USGS QUAD   -  HELLS CANYON (2017)
 AC7999
 AC7999                         *CURRENT SURVEY CONTROL
 AC7999  ______________________________________________________________________
 AC7999* NAD 83(2011) POSITION- 45 22 19.56449(N) 103 50 02.14613(W)   ADJUSTED
 AC7999* NAD 83(2011) ELLIP HT-  1050.073 (meters)        (06/27/12)   ADJUSTED
 AC7999* NAD 83(2011) EPOCH   -  2010.00
 AC7999* NAVD 88 ORTHO HEIGHT -  1066.0   (meters)     3497.    (feet) GPS OBS
 AC7999  ______________________________________________________________________
 AC7999  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7999  GEOID HEIGHT    -        -15.828 (meters)                     GEOID96
 AC7999  GEOID HEIGHT    -        -15.999 (meters)                     GEOID18
 AC7999  NAD 83(2011) X  - -1,073,356.248 (meters)                     COMP
 AC7999  NAD 83(2011) Y  - -4,358,779.523 (meters)                     COMP
 AC7999  NAD 83(2011) Z  -  4,517,241.999 (meters)                     COMP
 AC7999  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 AC7999
 AC7999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7999  Standards:
 AC7999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7999  -------------------------------------------------------------------
 AC7999  NETWORK    1.39   4.02           0.65   0.44   2.05     -0.09018234
 AC7999  -------------------------------------------------------------------
 AC7999  Click here for local accuracies and other accuracy information.
 AC7999
 AC7999.The horizontal coordinates were established by GPS observations
 AC7999.and adjusted by the National Geodetic Survey in June 2012.
 AC7999
 AC7999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7999.been affixed to the stable North American tectonic plate. See 
 AC7999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7999
 AC7999.The horizontal coordinates are valid at the epoch date displayed above
 AC7999.which is a decimal equivalence of Year/Month/Day.
 AC7999
 AC7999.The orthometric height was determined by GPS observations and a
 AC7999.high-resolution geoid model.
 AC7999
 AC7999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7999.GEOID18 height accuracy estimate available here.
 AC7999
 AC7999.Click photographs - Photos may exist for this station.
 AC7999
 AC7999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7999
 AC7999.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7999
 AC7999.The ellipsoidal height was determined by GPS observations
 AC7999.and is referenced to NAD 83.
 AC7999
 AC7999. The following values were computed from the NAD 83(2011) position.
 AC7999
 AC7999;                    North         East     Units Scale Factor Converg.
 AC7999;SPC SD N     -   178,103.827   299,795.644   MT  0.99995477   -2 42 48.3
 AC7999;SPC SD N     -   584,328.97    983,579.54   sFT  0.99995477   -2 42 48.3
 AC7999;UTM  13      - 5,024,948.779   591,307.317   MT  0.99970250   +0 49 47.8
 AC7999
 AC7999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7999!SPC SD N     -   0.99983540  x   0.99995477  =   0.99979017
 AC7999!UTM  13      -   0.99983540  x   0.99970250  =   0.99953795
 AC7999
 AC7999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9130724948(NAD 83)
 AC7999
 AC7999                          SUPERSEDED SURVEY CONTROL
 AC7999
 AC7999  NAD 83(2007)-  45 22 19.56439(N)    103 50 02.14724(W) AD(2002.00) 0
 AC7999  ELLIP H (02/10/07) 1050.107  (m)                       GP(2002.00)    
 AC7999  ELLIP H (04/15/04) 1050.107  (m)                       GP(       ) 2 1
 AC7999  NAD 83(1996)-  45 22 19.56368(N)    103 50 02.14666(W) AD(       ) B
 AC7999  ELLIP H (04/18/97) 1050.180  (m)                       GP(       ) 4 1
 AC7999
 AC7999.Superseded values are not recommended for survey control.
 AC7999
 AC7999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7999.See file dsdata.pdf to determine how the superseded data were derived.
 AC7999
 AC7999_MARKER: Z = SEE DESCRIPTION
 AC7999_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC7999_STAMPING: HRN-HARDING 1995
 AC7999_MARK LOGO: NGS
 AC7999_PROJECTION: RECESSED 17 CENTIMETERS
 AC7999_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC7999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7999+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1996
 AC7999_ROD/PIPE-DEPTH: 12.8 meters
 AC7999_SLEEVE-DEPTH  : 1.8 meters
 AC7999
 AC7999  HISTORY     - Date     Condition        Report By
 AC7999  HISTORY     - 1995     MONUMENTED       SDDT
 AC7999  HISTORY     - 19960908 GOOD             NGS
 AC7999
 AC7999                          STATION DESCRIPTION
 AC7999
 AC7999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC7999'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTHWEST OF BUFFALO,
 AC7999'16.0 MI (25.7 KM) NORTHWEST OF REDIG, 15.0 MI (24.1 KM) SOUTHEAST OF
 AC7999'CAMP CROOK, AND 2.0 MI (3.2 KM) SOUTH OF HARDING, ON COUNTY ROAD 897.
 AC7999'OWNERSHIP--HARDING COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AC7999'U.S. HIGHWAY 85 NORTH AND STATE HIGHWAY 20 IN BUFFALO, GO WEST ON
 AC7999'STATE HIGHWAY 20 FOR 15.95 MI (25.67 KM) TO THE JUNCTION OF COUNTY
 AC7999'ROAD 897 LEFT, TURN LEFT AND GO SOUTH ON COUNTY ROAD 897 FOR 14.9 MI
 AC7999'(24.0 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON
 AC7999'TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED
 AC7999'TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 48.0 FT (14.6 M) EAST
 AC7999'OF THE ROAD CENTER, 47.0 FT (14.3 M) SOUTHEAST OF THE CENTER OF THE
 AC7999'EAST END OF A CATTLE GUARD, 31.9 FT (9.7 M) SOUTHWEST OF THE CENTER OF
 AC7999'THE SOUTH END OF A CULVERT UNDER A FIELD ENTRANCE ROAD, 3.0 FT (0.9 M)
 AC7999'WEST OF THE FIELD ENTRANCE, 2.2 FT (0.7 M) WEST OF A WITNESS POST, AND
 AC7999'1.4 FT (0.4 M) EAST OF A METAL GUARD POST. NOTE--ACCESS TO THE DATUM
 AC7999'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8000 ***********************************************************************
 AC8000  CBN         -  This is a Cooperative Base Network Control Station.
 AC8000  DESIGNATION -  HRN HEREFORD
 AC8000  PID         -  AC8000
 AC8000  STATE/COUNTY-  SD/MEADE
 AC8000  COUNTRY     -  US
 AC8000  USGS QUAD   -  HEREFORD SE (2017)
 AC8000
 AC8000                         *CURRENT SURVEY CONTROL
 AC8000  ______________________________________________________________________
 AC8000* NAD 83(2011) POSITION- 44 19 42.51951(N) 102 49 47.13509(W)   ADJUSTED
 AC8000* NAD 83(2011) ELLIP HT-   759.063 (meters)        (06/27/12)   ADJUSTED
 AC8000* NAD 83(2011) EPOCH   -  2010.00
 AC8000* NAVD 88 ORTHO HEIGHT -   776.8   (meters)     2549.    (feet) GPS OBS
 AC8000  ______________________________________________________________________
 AC8000  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8000  GEOID HEIGHT    -        -17.625 (meters)                     GEOID96
 AC8000  GEOID HEIGHT    -        -17.739 (meters)                     GEOID18
 AC8000  NAD 83(2011) X  - -1,014,922.190 (meters)                     COMP
 AC8000  NAD 83(2011) Y  - -4,456,481.265 (meters)                     COMP
 AC8000  NAD 83(2011) Z  -  4,434,804.342 (meters)                     COMP
 AC8000  LAPLACE CORR    -         -7.41  (seconds)                    DEFLEC18
 AC8000
 AC8000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8000  Standards:
 AC8000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8000  -------------------------------------------------------------------
 AC8000  NETWORK    1.39   4.06           0.64   0.47   2.07     -0.13928785
 AC8000  -------------------------------------------------------------------
 AC8000  Click here for local accuracies and other accuracy information.
 AC8000
 AC8000.The horizontal coordinates were established by GPS observations
 AC8000.and adjusted by the National Geodetic Survey in June 2012.
 AC8000
 AC8000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8000.been affixed to the stable North American tectonic plate. See 
 AC8000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8000
 AC8000.The horizontal coordinates are valid at the epoch date displayed above
 AC8000.which is a decimal equivalence of Year/Month/Day.
 AC8000
 AC8000.The orthometric height was determined by GPS observations and a
 AC8000.high-resolution geoid model.
 AC8000
 AC8000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8000.GEOID18 height accuracy estimate available here.
 AC8000
 AC8000.Click photographs - Photos may exist for this station.
 AC8000
 AC8000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8000
 AC8000.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8000
 AC8000.The ellipsoidal height was determined by GPS observations
 AC8000.and is referenced to NAD 83.
 AC8000
 AC8000. The following values were computed from the NAD 83(2011) position.
 AC8000
 AC8000;                    North         East     Units Scale Factor Converg.
 AC8000;SPC SD N     -    58,966.411   374,333.550   MT  1.00001806   -2 00 09.8
 AC8000;SPC SD N     -   193,458.97  1,228,125.99   sFT  1.00001806   -2 00 09.8
 AC8000;UTM  13      - 4,910,647.682   673,035.290   MT  0.99996823   +1 31 00.8
 AC8000
 AC8000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8000!SPC SD N     -   0.99988099  x   1.00001806  =   0.99989905
 AC8000!UTM  13      -   0.99988099  x   0.99996823  =   0.99984923
 AC8000
 AC8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7303510647(NAD 83)
 AC8000
 AC8000                          SUPERSEDED SURVEY CONTROL
 AC8000
 AC8000  NAD 83(2007)-  44 19 42.51941(N)    102 49 47.13621(W) AD(2002.00) 0
 AC8000  ELLIP H (02/10/07)  759.092  (m)                       GP(2002.00)    
 AC8000  ELLIP H (04/15/04)  759.084  (m)                       GP(       ) 2 1
 AC8000  NAD 83(1996)-  44 19 42.51873(N)    102 49 47.13617(W) AD(       ) B
 AC8000  ELLIP H (04/18/97)  759.150  (m)                       GP(       ) 4 1
 AC8000
 AC8000.Superseded values are not recommended for survey control.
 AC8000
 AC8000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8000.See file dsdata.pdf to determine how the superseded data were derived.
 AC8000
 AC8000_MARKER: Z = SEE DESCRIPTION
 AC8000_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8000_STAMPING: HRN-HEREFOD 1995
 AC8000_MARK LOGO: NGS
 AC8000_PROJECTION: PROJECTING 5 CENTIMETERS
 AC8000_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8000+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 AC8000_ROD/PIPE-DEPTH: 12.8 meters
 AC8000_SLEEVE-DEPTH  : 1.8 meters
 AC8000
 AC8000  HISTORY     - Date     Condition        Report By
 AC8000  HISTORY     - 1995     MONUMENTED       SDDT
 AC8000  HISTORY     - 19960827 GOOD             NGS
 AC8000
 AC8000                          STATION DESCRIPTION
 AC8000
 AC8000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8000'THE STATION IS LOCATED 54.0 MI (86.9 KM) EAST OF STURGIS, 41.0 MI
 AC8000'(66.0 KM) NORTHEAST OF RAPID CITY, 28.0 MI (45.1 KM) SOUTHWEST OF
 AC8000'UNION CENTER, AND 1.6 MI (2.6 KM) SOUTH OF THE SOUTH END OF A BRIDGE
 AC8000'SPANNING THE BELLE FOURCHE RIVER ON COUNTY ROAD 21C. OWNERSHIP--MEADE
 AC8000'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AC8000'90 AND PENNINGTON COUNTY ROAD C 445 (EXIT 78) IN NEW UNDERWOOD, GO
 AC8000'NORTH ON COUNTY ROAD C 445 FOR 2.6 MI (4.2 KM) TO THE BEGINNING OF
 AC8000'MEADE COUNTY ROAD 21C, CONTINUE NORTH ON COUNTY ROAD 21C FOR 13.35 MI
 AC8000'(21.48 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT
 AC8000'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC8000'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 20.6 M (67.6
 AC8000'FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, 8.3 M (27.2 FT)
 AC8000'NORTHWEST OF A FIELD ENTRANCE, 2.1 M (6.9 FT) EAST-NORTHEAST OF THE
 AC8000'MOST NORTHERLY OF 3 BRACED FENCE POSTS, 0.7 M (2.3 FT) SOUTHWEST OF A
 AC8000'METAL GUARD POST, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, AND 0.12
 AC8000'M (0.39 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM POINT
 AC8000'IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8001 ***********************************************************************
 AC8001  CBN         -  This is a Cooperative Base Network Control Station.
 AC8001  DESIGNATION -  HRN HORSE
 AC8001  PID         -  AC8001
 AC8001  STATE/COUNTY-  SD/CORSON
 AC8001  COUNTRY     -  US
 AC8001  USGS QUAD   -  COTTONWOOD CREEK NW (2017)
 AC8001
 AC8001                         *CURRENT SURVEY CONTROL
 AC8001  ______________________________________________________________________
 AC8001* NAD 83(2011) POSITION- 45 40 31.44324(N) 101 42 45.41229(W)   ADJUSTED
 AC8001* NAD 83(2011) ELLIP HT-   624.981 (meters)        (06/27/12)   ADJUSTED
 AC8001* NAD 83(2011) EPOCH   -  2010.00
 AC8001* NAVD 88 ORTHO HEIGHT -   644.9   (meters)     2116.    (feet) GPS OBS
 AC8001  ______________________________________________________________________
 AC8001  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8001  GEOID HEIGHT    -        -19.766 (meters)                     GEOID96
 AC8001  GEOID HEIGHT    -        -19.952 (meters)                     GEOID18
 AC8001  NAD 83(2011) X  -   -906,334.464 (meters)                     COMP
 AC8001  NAD 83(2011) Y  - -4,371,676.353 (meters)                     COMP
 AC8001  NAD 83(2011) Z  -  4,540,558.974 (meters)                     COMP
 AC8001  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC18
 AC8001
 AC8001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8001  Standards:
 AC8001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8001  -------------------------------------------------------------------
 AC8001  NETWORK    1.15   3.63           0.54   0.36   1.85     -0.09441944
 AC8001  -------------------------------------------------------------------
 AC8001  Click here for local accuracies and other accuracy information.
 AC8001
 AC8001.The horizontal coordinates were established by GPS observations
 AC8001.and adjusted by the National Geodetic Survey in June 2012.
 AC8001
 AC8001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8001.been affixed to the stable North American tectonic plate. See 
 AC8001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8001
 AC8001.The horizontal coordinates are valid at the epoch date displayed above
 AC8001.which is a decimal equivalence of Year/Month/Day.
 AC8001
 AC8001.The orthometric height was determined by GPS observations and a
 AC8001.high-resolution geoid model.
 AC8001
 AC8001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8001.GEOID18 height accuracy estimate available here.
 AC8001
 AC8001.Click photographs - Photos may exist for this station.
 AC8001
 AC8001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8001
 AC8001.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8001
 AC8001.The ellipsoidal height was determined by GPS observations
 AC8001.and is referenced to NAD 83.
 AC8001
 AC8001. The following values were computed from the NAD 83(2011) position.
 AC8001
 AC8001;                    North         East     Units Scale Factor Converg.
 AC8001;SPC SD N     -   206,113.792   466,571.763   MT  0.99999848   -1 12 43.5
 AC8001;SPC SD N     -   676,225.00  1,530,744.19   sFT  0.99999848   -1 12 43.5
 AC8001;UTM  14      - 5,061,562.429   288,732.891   MT  1.00014877   -1 56 28.7
 AC8001
 AC8001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8001!SPC SD N     -   0.99990203  x   0.99999848  =   0.99990051
 AC8001!UTM  14      -   0.99990203  x   1.00014877  =   1.00005078
 AC8001
 AC8001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8873261562(NAD 83)
 AC8001
 AC8001                          SUPERSEDED SURVEY CONTROL
 AC8001
 AC8001  NAD 83(2007)-  45 40 31.44315(N)    101 42 45.41339(W) AD(2002.00) 0
 AC8001  ELLIP H (02/10/07)  625.007  (m)                       GP(2002.00)    
 AC8001  ELLIP H (04/15/04)  625.007  (m)                       GP(       ) 2 1
 AC8001  NAD 83(1996)-  45 40 31.44253(N)    101 42 45.41297(W) AD(       ) B
 AC8001  ELLIP H (04/18/97)  625.082  (m)                       GP(       ) 4 1
 AC8001
 AC8001.Superseded values are not recommended for survey control.
 AC8001
 AC8001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8001.See file dsdata.pdf to determine how the superseded data were derived.
 AC8001
 AC8001_MARKER: Z = SEE DESCRIPTION
 AC8001_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8001_STAMPING: HRN-HORSE 1995
 AC8001_MARK LOGO: NGS
 AC8001_PROJECTION: FLUSH
 AC8001_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8001+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 AC8001_ROD/PIPE-DEPTH: 12.8 meters
 AC8001_SLEEVE-DEPTH  : 1.8 meters
 AC8001
 AC8001  HISTORY     - Date     Condition        Report By
 AC8001  HISTORY     - 1995     MONUMENTED       SDDT
 AC8001  HISTORY     - 19960716 GOOD             NGS
 AC8001  HISTORY     - 20130116 GOOD             INDIV
 AC8001
 AC8001                          STATION DESCRIPTION
 AC8001
 AC8001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8001'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH OF MORRISTOWN, ON
 AC8001'COUNTY ROAD 31S.  OWNERSHIP-- CORSON COUNTY.  TO REACH THE STATION
 AC8001'FROM THE JUNCTION OF U.S. HIGHWAY 12 AND COUNTY ROAD 6513 IN
 AC8001'MORRISTOWN, GO SOUTH ON COUNTY ROAD 6513 FOR 12.3 MI (19.8 KM) TO THE
 AC8001'JUNCTION OF COUNTY ROAD 31S, TURN LEFT AND GO EAST ON COUNTY ROAD 31S
 AC8001'FOR 10.2 MI (16.4 KM) TO A GRAVELED ROAD ON THE RIGHT LEADING TO A
 AC8001'GRAVEL PIT AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 AC8001'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC8001'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 11.0 M (36.1
 AC8001'FT) SOUTH OF THE COUNTY ROAD CENTER, 9.0 M (29.5 FT) SOUTH OF THE
 AC8001'CENTER OF THE GRAVELED ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS POST
 AC8001'AND FENCE, AND 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST.
 AC8001'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AC8001'A 4-INCH PVC CAP.
 AC8001
 AC8001                          STATION RECOVERY (2013)
 AC8001
 AC8001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 AC8001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8004 ***********************************************************************
 AC8004  CBN         -  This is a Cooperative Base Network Control Station.
 AC8004  DESIGNATION -  HRN KYLE
 AC8004  PID         -  AC8004
 AC8004  STATE/COUNTY-  SD/SHANNON
 AC8004  COUNTRY     -  US
 AC8004  USGS QUAD   -  KYLE (2017)
 AC8004
 AC8004                         *CURRENT SURVEY CONTROL
 AC8004  ______________________________________________________________________
 AC8004* NAD 83(2011) POSITION- 43 29 34.94605(N) 102 13 01.34370(W)   ADJUSTED
 AC8004* NAD 83(2011) ELLIP HT-   820.717 (meters)        (06/27/12)   ADJUSTED
 AC8004* NAD 83(2011) EPOCH   -  2010.00
 AC8004* NAVD 88 ORTHO HEIGHT -   839.7   (meters)     2755.    (feet) GPS OBS
 AC8004  ______________________________________________________________________
 AC8004  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8004  GEOID HEIGHT    -        -18.955 (meters)                     GEOID96
 AC8004  GEOID HEIGHT    -        -19.033 (meters)                     GEOID18
 AC8004  NAD 83(2011) X  -   -980,841.937 (meters)                     COMP
 AC8004  NAD 83(2011) Y  - -4,530,050.651 (meters)                     COMP
 AC8004  NAD 83(2011) Z  -  4,367,965.738 (meters)                     COMP
 AC8004  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC18
 AC8004
 AC8004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8004  Standards:
 AC8004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8004  -------------------------------------------------------------------
 AC8004  NETWORK    1.01   2.29           0.47   0.33   1.17     -0.05311824
 AC8004  -------------------------------------------------------------------
 AC8004  Click here for local accuracies and other accuracy information.
 AC8004
 AC8004.The horizontal coordinates were established by GPS observations
 AC8004.and adjusted by the National Geodetic Survey in June 2012.
 AC8004
 AC8004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8004.been affixed to the stable North American tectonic plate. See 
 AC8004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8004
 AC8004.The horizontal coordinates are valid at the epoch date displayed above
 AC8004.which is a decimal equivalence of Year/Month/Day.
 AC8004
 AC8004.The orthometric height was determined by GPS observations and a
 AC8004.high-resolution geoid model.
 AC8004
 AC8004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8004.GEOID18 height accuracy estimate available here.
 AC8004
 AC8004.Click photographs - Photos may exist for this station.
 AC8004
 AC8004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8004
 AC8004.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8004
 AC8004.The ellipsoidal height was determined by GPS observations
 AC8004.and is referenced to NAD 83.
 AC8004
 AC8004. The following values were computed from the NAD 83(2011) position.
 AC8004
 AC8004;                    North         East     Units Scale Factor Converg.
 AC8004;SPC SD S     -   130,560.553   447,661.459   MT  0.99990925   -1 17 58.1
 AC8004;SPC SD S     -   428,347.41  1,468,702.64   sFT  0.99990925   -1 17 58.1
 AC8004;UTM  13      - 4,819,331.210   725,017.164   MT  1.00022286   +1 54 58.4
 AC8004
 AC8004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8004!SPC SD S     -   0.99987132  x   0.99990925  =   0.99978058
 AC8004!UTM  13      -   0.99987132  x   1.00022286  =   1.00009415
 AC8004
 AC8004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2501719331(NAD 83)
 AC8004
 AC8004                          SUPERSEDED SURVEY CONTROL
 AC8004
 AC8004  NAD 83(2007)-  43 29 34.94594(N)    102 13 01.34481(W) AD(2002.00) 0
 AC8004  ELLIP H (02/10/07)  820.745  (m)                       GP(2002.00)    
 AC8004  ELLIP H (04/15/04)  820.724  (m)                       GP(       ) 2 1
 AC8004  NAD 83(1996)-  43 29 34.94532(N)    102 13 01.34491(W) AD(       ) B
 AC8004  ELLIP H (04/18/97)  820.765  (m)                       GP(       ) 4 1
 AC8004
 AC8004.Superseded values are not recommended for survey control.
 AC8004
 AC8004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8004.See file dsdata.pdf to determine how the superseded data were derived.
 AC8004
 AC8004_MARKER: Z = SEE DESCRIPTION
 AC8004_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8004_STAMPING: HRN-KYLE 1995
 AC8004_MARK LOGO: NGS
 AC8004_PROJECTION: FLUSH
 AC8004_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8004+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AC8004_ROD/PIPE-DEPTH: 12.8 meters
 AC8004_SLEEVE-DEPTH  : 1.8 meters
 AC8004
 AC8004  HISTORY     - Date     Condition        Report By
 AC8004  HISTORY     - 1995     MONUMENTED       SDDT
 AC8004  HISTORY     - 19960725 GOOD             NGS
 AC8004
 AC8004                          STATION DESCRIPTION
 AC8004
 AC8004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8004'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF KYLE, ON BUREAU
 AC8004'OF INDIAN AFFAIRS ROAD 25.  OWNERSHIP--THE PINE RIDGE INDIAN
 AC8004'RESERVATION.  TO REACH THE STATION FROM THE POST OFFICE ON BUREAU OF
 AC8004'INDIAN AFFAIRS ROAD 2 IN KYLE, GO WEST ON INDIAN ROAD 2 FOR 1.3 MI
 AC8004'(2.1 KM) TO THE JUNCTION OF BUREAU OF INDIAN AFFAIRS ROAD 25, TURN
 AC8004'RIGHT AND GO NORTH ON INDIAN ROAD 25 FOR 5.5 MI (8.9 KM) TO THE
 AC8004'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC8004'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC8004'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 74.0 FT (22.6 M) EAST OF THE
 AC8004'ROAD CENTER, 20.0 FT (6.1 M) NORTH OF THE CENTER OF A FIELD ENTRANCE
 AC8004'ROAD, 1.0 FT (0.3 M) WEST OF A WITNESS POST AND FENCE, AND 1.0 FT (0.3
 AC8004'M) EAST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8004'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8005 ***********************************************************************
 AC8005  CBN         -  This is a Cooperative Base Network Control Station.
 AC8005  DESIGNATION -  HRN LADNER
 AC8005  PID         -  AC8005
 AC8005  STATE/COUNTY-  SD/HARDING
 AC8005  COUNTRY     -  US
 AC8005  USGS QUAD   -  CHIMNEY BUTTE (2017)
 AC8005
 AC8005                         *CURRENT SURVEY CONTROL
 AC8005  ______________________________________________________________________
 AC8005* NAD 83(2011) POSITION- 45 47 29.06578(N) 103 47 33.42203(W)   ADJUSTED
 AC8005* NAD 83(2011) ELLIP HT-   975.674 (meters)        (06/27/12)   ADJUSTED
 AC8005* NAD 83(2011) EPOCH   -  2010.00
 AC8005* NAVD 88 ORTHO HEIGHT -   991.4   (meters)     3253.    (feet) GPS OBS
 AC8005  ______________________________________________________________________
 AC8005  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8005  GEOID HEIGHT    -        -15.601 (meters)                     GEOID96
 AC8005  GEOID HEIGHT    -        -15.762 (meters)                     GEOID18
 AC8005  NAD 83(2011) X  - -1,062,263.779 (meters)                     COMP
 AC8005  NAD 83(2011) Y  - -4,327,170.314 (meters)                     COMP
 AC8005  NAD 83(2011) Z  -  4,549,810.971 (meters)                     COMP
 AC8005  LAPLACE CORR    -          2.62  (seconds)                    DEFLEC18
 AC8005
 AC8005  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8005  Standards:
 AC8005         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8005            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8005  -------------------------------------------------------------------
 AC8005  NETWORK    0.55   3.19           0.26   0.17   1.63     -0.09652302
 AC8005  -------------------------------------------------------------------
 AC8005  Click here for local accuracies and other accuracy information.
 AC8005
 AC8005.The horizontal coordinates were established by GPS observations
 AC8005.and adjusted by the National Geodetic Survey in June 2012.
 AC8005
 AC8005.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8005.been affixed to the stable North American tectonic plate. See 
 AC8005.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8005
 AC8005.The horizontal coordinates are valid at the epoch date displayed above
 AC8005.which is a decimal equivalence of Year/Month/Day.
 AC8005
 AC8005.The orthometric height was determined by GPS observations and a
 AC8005.high-resolution geoid model.
 AC8005
 AC8005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8005.GEOID18 height accuracy estimate available here.
 AC8005
 AC8005.Click photographs - Photos may exist for this station.
 AC8005
 AC8005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8005
 AC8005.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8005
 AC8005.The ellipsoidal height was determined by GPS observations
 AC8005.and is referenced to NAD 83.
 AC8005
 AC8005. The following values were computed from the NAD 83(2011) position.
 AC8005
 AC8005;                    North         East     Units Scale Factor Converg.
 AC8005;SPC SD N     -   224,502.570   305,210.509   MT  1.00002265   -2 41 03.0
 AC8005;SPC SD N     -   736,555.52  1,001,344.81   sFT  1.00002265   -2 41 03.0
 AC8005;UTM  13      - 5,071,580.613   593,840.950   MT  0.99970826   +0 51 55.9
 AC8005
 AC8005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8005!SPC SD N     -   0.99984706  x   1.00002265  =   0.99986971
 AC8005!UTM  13      -   0.99984706  x   0.99970826  =   0.99955537
 AC8005
 AC8005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9384071580(NAD 83)
 AC8005
 AC8005                          SUPERSEDED SURVEY CONTROL
 AC8005
 AC8005  NAD 83(2007)-  45 47 29.06562(N)    103 47 33.42301(W) AD(2002.00) 0
 AC8005  ELLIP H (02/10/07)  975.706  (m)                       GP(2002.00)    
 AC8005  ELLIP H (04/15/04)  975.712  (m)                       GP(       ) 2 1
 AC8005  NAD 83(1996)-  45 47 29.06498(N)    103 47 33.42271(W) AD(       ) B
 AC8005  ELLIP H (04/18/97)  975.780  (m)                       GP(       ) 4 1
 AC8005
 AC8005.Superseded values are not recommended for survey control.
 AC8005
 AC8005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8005.See file dsdata.pdf to determine how the superseded data were derived.
 AC8005
 AC8005_MARKER: Z = SEE DESCRIPTION
 AC8005_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8005_STAMPING: HRN-LADNER 1995
 AC8005_MARK LOGO: NGS
 AC8005_PROJECTION: FLUSH
 AC8005_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8005+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1996
 AC8005_ROD/PIPE-DEPTH: 12.8 meters
 AC8005_SLEEVE-DEPTH  : 1.8 meters
 AC8005
 AC8005  HISTORY     - Date     Condition        Report By
 AC8005  HISTORY     - 1995     MONUMENTED       SDDT
 AC8005  HISTORY     - 19960829 GOOD             NGS
 AC8005
 AC8005                          STATION DESCRIPTION
 AC8005
 AC8005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8005'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) WEST OF LUDLOW, 20.0 MI
 AC8005'(32.2 KM) NORTHEAST OF CAMP CROOK, 18.0 MI (29.0 KM) NORTHWEST OF
 AC8005'BUFFALO, AND 4.0 MI (6.4 KM) SOUTHWEST OF LADNER, ON COUNTY ROAD 988.
 AC8005'OWNERSHIP--HARDING COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 AC8005'U.S. HIGHWAY 85 AND STATE HIGHWAY 20, WEST OF BUFFALO, GO NORTH ON
 AC8005'U.S. HIGHWAY 85 FOR 2.7 MI (4.3 KM) TO THE JUNCTION OF COUNTY ROAD 797
 AC8005'LEADING TO SOUTH CAVE HILLS, TURN LEFT, WEST ON COUNTY ROAD 797 FOR
 AC8005'19.9 MI (32.0 KM) TO THE JUNCTION OF COUNTY ROAD 733 (LANDER ROAD) ON
 AC8005'THE LEFT, TURN LEFT AND GO WEST ON COUNTY ROAD 733 FOR 6.25 MI (10.06
 AC8005'KM) TO THE JUNCTION OF COUNTY ROAD 988, TURN RIGHT AND GO WEST ON
 AC8005'COUNTY ROAD 988 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE RIGHT.  THE
 AC8005'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 AC8005'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AC8005'LOCATED 47.0 FT (14.3 M) NORTH OF THE ROAD CENTER, 39.0 FT (11.9 M)
 AC8005'EAST OF THE EAST END OF A CATTLE GUARD, 2.0 FT (0.6 M) SOUTH OF A
 AC8005'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST, AND 1.0 FT (0.3 M)
 AC8005'NORTH OF A METAL FENCE POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8005'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8008 ***********************************************************************
 AC8008  CBN         -  This is a Cooperative Base Network Control Station.
 AC8008  DESIGNATION -  HRN QUINN
 AC8008  PID         -  AC8008
 AC8008  STATE/COUNTY-  SD/PENNINGTON
 AC8008  COUNTRY     -  US
 AC8008  USGS QUAD   -  HORSE TOOTH (2017)
 AC8008
 AC8008                         *CURRENT SURVEY CONTROL
 AC8008  ______________________________________________________________________
 AC8008* NAD 83(2011) POSITION- 44 09 35.34363(N) 102 06 49.49051(W)   ADJUSTED
 AC8008* NAD 83(2011) ELLIP HT-   852.514 (meters)        (06/27/12)   ADJUSTED
 AC8008* NAD 83(2011) EPOCH   -  2010.00
 AC8008* NAVD 88 ORTHO HEIGHT -   872.0   (meters)     2861.    (feet) GPS OBS
 AC8008  ______________________________________________________________________
 AC8008  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8008  GEOID HEIGHT    -        -19.383 (meters)                     GEOID96
 AC8008  GEOID HEIGHT    -        -19.467 (meters)                     GEOID18
 AC8008  NAD 83(2011) X  -   -961,911.171 (meters)                     COMP
 AC8008  NAD 83(2011) Y  - -4,481,668.029 (meters)                     COMP
 AC8008  NAD 83(2011) Z  -  4,421,442.306 (meters)                     COMP
 AC8008  LAPLACE CORR    -         -8.39  (seconds)                    DEFLEC18
 AC8008
 AC8008  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8008  Standards:
 AC8008         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8008            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8008  -------------------------------------------------------------------
 AC8008  NETWORK    0.88   2.53           0.41   0.28   1.29     -0.11308359
 AC8008  -------------------------------------------------------------------
 AC8008  Click here for local accuracies and other accuracy information.
 AC8008
 AC8008.The horizontal coordinates were established by GPS observations
 AC8008.and adjusted by the National Geodetic Survey in June 2012.
 AC8008
 AC8008.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8008.been affixed to the stable North American tectonic plate. See 
 AC8008.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8008
 AC8008.The horizontal coordinates are valid at the epoch date displayed above
 AC8008.which is a decimal equivalence of Year/Month/Day.
 AC8008
 AC8008.The orthometric height was determined by GPS observations and a
 AC8008.high-resolution geoid model.
 AC8008
 AC8008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8008.GEOID18 height accuracy estimate available here.
 AC8008
 AC8008.Click photographs - Photos may exist for this station.
 AC8008
 AC8008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8008
 AC8008.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8008
 AC8008.The ellipsoidal height was determined by GPS observations
 AC8008.and is referenced to NAD 83.
 AC8008
 AC8008. The following values were computed from the NAD 83(2011) position.
 AC8008
 AC8008;                    North         East     Units Scale Factor Converg.
 AC8008;SPC SD S     -   204,438.115   457,601.457   MT  0.99995150   -1 13 41.6
 AC8008;SPC SD S     -   670,727.38  1,501,314.11   sFT  0.99995150   -1 13 41.6
 AC8008;UTM  13      - 4,893,675.007   730,783.683   MT  1.00025509   +2 00 41.9
 AC8008
 AC8008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8008!SPC SD S     -   0.99986634  x   0.99995150  =   0.99981785
 AC8008!UTM  13      -   0.99986634  x   1.00025509  =   1.00012140
 AC8008
 AC8008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3078393675(NAD 83)
 AC8008
 AC8008                          SUPERSEDED SURVEY CONTROL
 AC8008
 AC8008  NAD 83(2007)-  44 09 35.34354(N)    102 06 49.49164(W) AD(2002.00) 0
 AC8008  ELLIP H (02/10/07)  852.541  (m)                       GP(2002.00)    
 AC8008  ELLIP H (04/15/04)  852.527  (m)                       GP(       ) 2 1
 AC8008  NAD 83(1996)-  44 09 35.34295(N)    102 06 49.49160(W) AD(       ) B
 AC8008  ELLIP H (04/18/97)  852.580  (m)                       GP(       ) 4 1
 AC8008
 AC8008.Superseded values are not recommended for survey control.
 AC8008
 AC8008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8008.See file dsdata.pdf to determine how the superseded data were derived.
 AC8008
 AC8008_MARKER: Z = SEE DESCRIPTION
 AC8008_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8008_STAMPING: HRN-QUINN 1995
 AC8008_MARK LOGO: NGS
 AC8008_PROJECTION: FLUSH
 AC8008_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8008+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1996
 AC8008_ROD/PIPE-DEPTH: 12.8 meters
 AC8008_SLEEVE-DEPTH  : 1.8 meters
 AC8008
 AC8008  HISTORY     - Date     Condition        Report By
 AC8008  HISTORY     - 1995     MONUMENTED       SDDT
 AC8008  HISTORY     - 19960705 GOOD             NGS
 AC8008
 AC8008                          STATION DESCRIPTION
 AC8008
 AC8008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8008'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTH OF QUINN ON COUNTY
 AC8008'ROAD C513.  OWNERSHIP--PENNINGTON COUNTY.  TO REACH THE STATION FROM
 AC8008'THE POST OFFICE IN QUINN, GO EAST ON U.S. HIGHWAY 14 FOR 0.05 MI (0.08
 AC8008'KM) TO THE JUNCTION OF COUNTY ROAD C513 ON THE LEFT, TURN LEFT AND GO
 AC8008'NORTH ON COUNTY ROAD C513 (QUINN ROAD) FOR 12.9 MILES (20.8 KM) TO THE
 AC8008'JUNCTION OF COUNTY ROAD T515 (223RD STREET) AND THE STATION ON THE
 AC8008'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 AC8008'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 AC8008'PIPE.  LOCATED 37.0 FT (11.3 M) SOUTHWEST OF THE CENTER OF COUNTY ROAD
 AC8008'C513, 15.0 FT (4.6 M) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE
 AC8008'ROAD, 1.4 FT (0.4 M) NORTHEAST OF WITNESS POST AND FENCE, AND 1.4 FT
 AC8008'(0.4 M) SOUTHWEST OF A METAL FENCE POST. NOTE--ACCESS TO THE DATUM
 AC8008'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8015 ***********************************************************************
 AC8015  CBN         -  This is a Cooperative Base Network Control Station.
 AC8015  DESIGNATION -  HRN WENDTE
 AC8015  PID         -  AC8015
 AC8015  STATE/COUNTY-  SD/STANLEY
 AC8015  COUNTRY     -  US
 AC8015  USGS QUAD   -  VAN METRE (2017)
 AC8015
 AC8015                         *CURRENT SURVEY CONTROL
 AC8015  ______________________________________________________________________
 AC8015* NAD 83(2011) POSITION- 44 12 42.19628(N) 100 51 17.57758(W)   ADJUSTED
 AC8015* NAD 83(2011) ELLIP HT-   612.859 (meters)        (06/27/12)   ADJUSTED
 AC8015* NAD 83(2011) EPOCH   -  2010.00
 AC8015* NAVD 88 ORTHO HEIGHT -   636.1   (meters)     2087.    (feet) GPS OBS
 AC8015  ______________________________________________________________________
 AC8015  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8015  GEOID HEIGHT    -        -23.152 (meters)                     GEOID96
 AC8015  GEOID HEIGHT    -        -23.246 (meters)                     GEOID18
 AC8015  NAD 83(2011) X  -   -862,429.245 (meters)                     COMP
 AC8015  NAD 83(2011) Y  - -4,497,602.060 (meters)                     COMP
 AC8015  NAD 83(2011) Z  -  4,425,411.385 (meters)                     COMP
 AC8015  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC18
 AC8015
 AC8015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8015  Standards:
 AC8015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8015  -------------------------------------------------------------------
 AC8015  NETWORK    1.18   3.51           0.55   0.38   1.79     -0.05953525
 AC8015  -------------------------------------------------------------------
 AC8015  Click here for local accuracies and other accuracy information.
 AC8015
 AC8015.The horizontal coordinates were established by GPS observations
 AC8015.and adjusted by the National Geodetic Survey in June 2012.
 AC8015
 AC8015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8015.been affixed to the stable North American tectonic plate. See 
 AC8015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8015
 AC8015.The horizontal coordinates are valid at the epoch date displayed above
 AC8015.which is a decimal equivalence of Year/Month/Day.
 AC8015
 AC8015.The orthometric height was determined by GPS observations and a
 AC8015.high-resolution geoid model.
 AC8015
 AC8015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8015.GEOID18 height accuracy estimate available here.
 AC8015
 AC8015.Click photographs - Photos may exist for this station.
 AC8015
 AC8015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8015
 AC8015.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8015
 AC8015.The ellipsoidal height was determined by GPS observations
 AC8015.and is referenced to NAD 83.
 AC8015
 AC8015. The following values were computed from the NAD 83(2011) position.
 AC8015
 AC8015;                    North         East     Units Scale Factor Converg.
 AC8015;SPC SD S     -   208,809.710   558,319.477   MT  0.99996048   -0 21 35.3
 AC8015;SPC SD S     -   685,069.86  1,831,753.15   sFT  0.99996048   -0 21 35.3
 AC8015;UTM  14      - 4,897,061.588   351,815.530   MT  0.99987006   -1 17 37.2
 AC8015
 AC8015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8015!SPC SD S     -   0.99990391  x   0.99996048  =   0.99986440
 AC8015!UTM  14      -   0.99990391  x   0.99987006  =   0.99977398
 AC8015
 AC8015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5181597061(NAD 83)
 AC8015
 AC8015                          SUPERSEDED SURVEY CONTROL
 AC8015
 AC8015  NAD 83(2007)-  44 12 42.19630(N)    100 51 17.57867(W) AD(2002.00) 0
 AC8015  ELLIP H (02/10/07)  612.882  (m)                       GP(2002.00)    
 AC8015  ELLIP H (04/15/04)  612.878  (m)                       GP(       ) 2 1
 AC8015  NAD 83(1996)-  44 12 42.19574(N)    100 51 17.57813(W) AD(       ) B
 AC8015  ELLIP H (04/18/97)  612.939  (m)                       GP(       ) 4 1
 AC8015
 AC8015.Superseded values are not recommended for survey control.
 AC8015
 AC8015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8015.See file dsdata.pdf to determine how the superseded data were derived.
 AC8015
 AC8015_MARKER: Z = SEE DESCRIPTION
 AC8015_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8015_STAMPING: HRN-WENDTE 1995
 AC8015_MARK LOGO: NGS
 AC8015_PROJECTION: FLUSH
 AC8015_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8015+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 AC8015_ROD/PIPE-DEPTH: 6.4 meters
 AC8015_SLEEVE-DEPTH  : 1.8 meters
 AC8015
 AC8015  HISTORY     - Date     Condition        Report By
 AC8015  HISTORY     - 1995     MONUMENTED       SDDT
 AC8015  HISTORY     - 19960805 GOOD             NGS
 AC8015  HISTORY     - 20150319 GOOD             SDDT
 AC8015
 AC8015                          STATION DESCRIPTION
 AC8015
 AC8015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8015'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) SOUTHWEST OF FORT
 AC8015'PIERRE, ON BAD RIVER ROAD.  OWNERSHIP--STANLEY COUNTY.  TO REACH THE
 AC8015'STATION FROM THE POST OFFICE IN FORT PIERRE, GO SOUTH ON DEADWOOD
 AC8015'STREET FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF MAIN STREET, TURN RIGHT
 AC8015'AND GO WEST ON MAIN STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF U.S.
 AC8015'HIGHWAY 83, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 83 FOR 1.0 MI (1.6
 AC8015'KM) TO THE JUNCTION OF BAD RIVER ROAD, TURN RIGHT AND GO WEST ON BAD
 AC8015'RIVER ROAD FOR 29.6 MI (47.6 KM) TO THE JUNCTION OF COUNTY ROAD 121
 AC8015'AND THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC8015'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC8015'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 20.4 M (66.9 FT) EAST OF THE
 AC8015'CENTER OF THE COUNTY ROAD, 12.9 M (42.3 FT) SOUTH OF THE CENTER OF BAD
 AC8015'RIVER ROAD, 0.9 M (3.0 FT) NORTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT)
 AC8015'SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AC8015'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AC8015'AND THEN A 4-INCH PVC CAP.
 AC8015
 AC8015                          STATION RECOVERY (2015)
 AC8015
 AC8015'RECOVERY NOTE BY SD DEPT OF TRANSP 2015 (TJ)
 AC8015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8017 ***********************************************************************
 AC8017  CBN         -  This is a Cooperative Base Network Control Station.
 AC8017  DESIGNATION -  HRN ZEONA
 AC8017  PID         -  AC8017
 AC8017  STATE/COUNTY-  SD/PERKINS
 AC8017  COUNTRY     -  US
 AC8017  USGS QUAD   -  RABBIT BUTTE (2017)
 AC8017
 AC8017                         *CURRENT SURVEY CONTROL
 AC8017  ______________________________________________________________________
 AC8017* NAD 83(2011) POSITION- 45 15 17.97724(N) 102 32 41.68572(W)   ADJUSTED
 AC8017* NAD 83(2011) ELLIP HT-   840.967 (meters)        (06/27/12)   ADJUSTED
 AC8017* NAD 83(2011) EPOCH   -  2010.00
 AC8017* NAVD 88 ORTHO HEIGHT -   859.0   (meters)     2818.    (feet) GPS OBS
 AC8017  ______________________________________________________________________
 AC8017  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8017  GEOID HEIGHT    -        -17.959 (meters)                     GEOID96
 AC8017  GEOID HEIGHT    -        -18.089 (meters)                     GEOID18
 AC8017  NAD 83(2011) X  -   -977,009.092 (meters)                     COMP
 AC8017  NAD 83(2011) Y  - -4,390,712.551 (meters)                     COMP
 AC8017  NAD 83(2011) Z  -  4,507,939.417 (meters)                     COMP
 AC8017  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 AC8017
 AC8017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8017  Standards:
 AC8017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8017  -------------------------------------------------------------------
 AC8017  NETWORK    0.91   2.65           0.42   0.30   1.35     -0.10521478
 AC8017  -------------------------------------------------------------------
 AC8017  Click here for local accuracies and other accuracy information.
 AC8017
 AC8017.The horizontal coordinates were established by GPS observations
 AC8017.and adjusted by the National Geodetic Survey in June 2012.
 AC8017
 AC8017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8017.been affixed to the stable North American tectonic plate. See 
 AC8017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8017
 AC8017.The horizontal coordinates are valid at the epoch date displayed above
 AC8017.which is a decimal equivalence of Year/Month/Day.
 AC8017
 AC8017.The orthometric height was determined by GPS observations and a
 AC8017.high-resolution geoid model.
 AC8017
 AC8017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8017.GEOID18 height accuracy estimate available here.
 AC8017
 AC8017.Click photographs - Photos may exist for this station.
 AC8017
 AC8017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8017
 AC8017.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8017
 AC8017.The ellipsoidal height was determined by GPS observations
 AC8017.and is referenced to NAD 83.
 AC8017
 AC8017. The following values were computed from the NAD 83(2011) position.
 AC8017
 AC8017;                    North         East     Units Scale Factor Converg.
 AC8017;SPC SD N     -   161,118.975   400,277.513   MT  0.99994542   -1 48 04.1
 AC8017;SPC SD N     -   528,604.50  1,313,243.81   sFT  0.99994542   -1 48 04.1
 AC8017;UTM  13      - 5,014,209.831   692,637.795   MT  1.00005630   +1 44 39.3
 AC8017
 AC8017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8017!SPC SD N     -   0.99986817  x   0.99994542  =   0.99981360
 AC8017!UTM  13      -   0.99986817  x   1.00005630  =   0.99992446
 AC8017
 AC8017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9263714209(NAD 83)
 AC8017
 AC8017                          SUPERSEDED SURVEY CONTROL
 AC8017
 AC8017  NAD 83(2007)-  45 15 17.97715(N)    102 32 41.68690(W) AD(2002.00) 0
 AC8017  ELLIP H (02/10/07)  840.989  (m)                       GP(2002.00)    
 AC8017  ELLIP H (04/15/04)  840.984  (m)                       GP(       ) 2 1
 AC8017  NAD 83(1996)-  45 15 17.97655(N)    102 32 41.68649(W) AD(       ) B
 AC8017  ELLIP H (04/18/97)  841.054  (m)                       GP(       ) 4 1
 AC8017
 AC8017.Superseded values are not recommended for survey control.
 AC8017
 AC8017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8017.See file dsdata.pdf to determine how the superseded data were derived.
 AC8017
 AC8017_MARKER: Z = SEE DESCRIPTION
 AC8017_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8017_STAMPING: HRN-ZEONA 1995
 AC8017_MARK LOGO: NGS
 AC8017_PROJECTION: FLUSH
 AC8017_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8017+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1996
 AC8017_ROD/PIPE-DEPTH: 6.4 meters
 AC8017_SLEEVE-DEPTH  : 1.8 meters
 AC8017
 AC8017  HISTORY     - Date     Condition        Report By
 AC8017  HISTORY     - 1995     MONUMENTED       SDDT
 AC8017  HISTORY     - 19960803 GOOD             NGS
 AC8017
 AC8017                          STATION DESCRIPTION
 AC8017
 AC8017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8017'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) SOUTH-SOUTHWEST OF
 AC8017'BISON, 27.4 KM (17.00 MI) EAST-NORTHEAST OF ZEONA, AT THE JUNCTION OF
 AC8017'COUNTY ROADS 9A AND 13.  OWNERSHIP--PERKINS COUNTY.  TO REACH THE
 AC8017'STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 75, 14.5 KM (9.00
 AC8017'MI) WEST OF BISON, GO EAST ON STATE HIGHWAY 20 FOR 6.4 KM (3.95 MI) TO
 AC8017'THE JUNCTION OF COUNTY ROAD 9A (BIXBY ROAD) ON THE RIGHT, TURN RIGHT
 AC8017'AND GO SOUTH ON COUNTY ROAD 9A FOR 32.2 KM (20.00 MI) TO THE JUNCTION
 AC8017'OF COUNTY ROAD 13 AND THE STATION ON THE RIGHT.  THE STATION IS A
 AC8017'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 AC8017'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 38.3 M
 AC8017'(125.7 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 2 BRACES FENCE
 AC8017'POSTS, 35.0 M (114.8 FT) SOUTHEAST OF THE MOST EASTERLY OF 2 BRACED
 AC8017'FENCE POSTS, 15.0 M (49.2 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY
 AC8017'ROAD 9A, 0.7 M (2.3 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT) SOUTHWEST
 AC8017'OF A METAL GUARD POST, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND
 AC8017'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AC8017'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2097 ***********************************************************************
 NM2097  DESIGNATION -  HSC
 NM2097  PID         -  NM2097
 NM2097  STATE/COUNTY-  SD/YANKTON
 NM2097  COUNTRY     -  US
 NM2097  USGS QUAD   -  YANKTON (2017)
 NM2097
 NM2097                         *CURRENT SURVEY CONTROL
 NM2097  ______________________________________________________________________
 NM2097* NAD 83(1986) POSITION- 42 54 31.     (N) 097 24 12.     (W)   SCALED
 NM2097* NAVD 88 ORTHO HEIGHT -   392.354 (meters)     1287.25  (feet) ADJUSTED
 NM2097  ______________________________________________________________________
 NM2097  GEOID HEIGHT    -        -25.623 (meters)                     GEOID18
 NM2097  DYNAMIC HEIGHT  -        392.241 (meters)     1286.88  (feet) COMP
 NM2097  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 NM2097
 NM2097  VERT ORDER      -  FIRST     CLASS II
 NM2097
 NM2097.The horizontal coordinates were scaled from a map and have
 NM2097.an estimated accuracy of +/- 6 seconds.
 NM2097
 NM2097.The orthometric height was determined by differential leveling and
 NM2097.adjusted by the NATIONAL GEODETIC SURVEY
 NM2097.in June 1994.
 NM2097
 NM2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2097.GEOID18 height accuracy estimate available here.
 NM2097
 NM2097.Click photographs - Photos may exist for this station.
 NM2097
 NM2097.The dynamic height is computed by dividing the NAVD 88
 NM2097.geopotential number by the normal gravity value computed on the
 NM2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2097.degrees latitude (g = 980.6199 gals.).
 NM2097
 NM2097.The modeled gravity was interpolated from observed gravity values.
 NM2097
 NM2097;                    North         East    Units  Estimated Accuracy
 NM2097;SPC SD S     -    68,130.      839,220.      MT  (+/- 180 meters Scaled)
 NM2097
 NM2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN303519(NAD 83)
 NM2097
 NM2097                          SUPERSEDED SURVEY CONTROL
 NM2097
 NM2097.No superseded survey control is available for this station.
 NM2097
 NM2097_MARKER: DS = TRIANGULATION STATION DISK
 NM2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2097_STAMPING: HSC 1993
 NM2097_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2097+STABILITY: SURFACE MOTION
 NM2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2097+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2097
 NM2097  HISTORY     - Date     Condition        Report By
 NM2097  HISTORY     - 1993     MONUMENTED       SD3070
 NM2097  HISTORY     - 19930908 GOOD             NGS
 NM2097  HISTORY     - 20120323 GOOD             INDIV
 NM2097
 NM2097                          STATION DESCRIPTION
 NM2097
 NM2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2097'0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2097'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 25.5 M (83.7 FT) NORTHWEST
 NM2097'OF A UTILITY POLE, 9.4 M (30.8 FT) NORTH OF A FENCE, 5.1 M (16.7 FT)
 NM2097'SOUTH OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) EAST OF THE CENTER
 NM2097'OF A FIELD ENTRANCE, 0.8 M (2.6 FT) NORTH OF A WITNESS POST, 0.1 M
 NM2097'(0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 NM2097'WITH THE GROUND SURFACE.
 NM2097
 NM2097                          STATION RECOVERY (2012)
 NM2097
 NM2097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0889 ***********************************************************************
 OT0889  CBN         -  This is a Cooperative Base Network Control Station.
 OT0889  DESIGNATION -  HSR A
 OT0889  PID         -  OT0889
 OT0889  STATE/COUNTY-  SD/FALL RIVER
 OT0889  COUNTRY     -  US
 OT0889  USGS QUAD   -  ANGOSTURA RESERVOIR (2017)
 OT0889
 OT0889                         *CURRENT SURVEY CONTROL
 OT0889  ______________________________________________________________________
 OT0889* NAD 83(2011) POSITION- 43 22 07.11243(N) 103 23 25.18805(W)   ADJUSTED
 OT0889* NAD 83(2011) ELLIP HT-   941.576 (meters)        (06/27/12)   ADJUSTED
 OT0889* NAD 83(2011) EPOCH   -  2010.00
 OT0889* NAVD 88 ORTHO HEIGHT -   957.695 (meters)     3142.04  (feet) ADJUSTED
 OT0889  ______________________________________________________________________
 OT0889  GEOID HEIGHT    -        -16.135 (meters)                     GEOID18
 OT0889  NAD 83(2011) X  - -1,075,616.188 (meters)                     COMP
 OT0889  NAD 83(2011) Y  - -4,518,346.667 (meters)                     COMP
 OT0889  NAD 83(2011) Z  -  4,358,010.720 (meters)                     COMP
 OT0889  LAPLACE CORR    -         -9.53  (seconds)                    DEFLEC18
 OT0889  DYNAMIC HEIGHT  -        957.307 (meters)     3140.76  (feet) COMP
 OT0889  MODELED GRAVITY -    980,182.1   (mgal)                       NAVD 88
 OT0889
 OT0889  VERT ORDER      -  FIRST     CLASS II
 OT0889
 OT0889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0889  Standards:
 OT0889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0889  -------------------------------------------------------------------
 OT0889  NETWORK    0.91   2.20           0.42   0.30   1.12     -0.05898810
 OT0889  -------------------------------------------------------------------
 OT0889  Click here for local accuracies and other accuracy information.
 OT0889
 OT0889.This mark is at Hot Springs Airport (HSR)
 OT0889
 OT0889.The horizontal coordinates were established by GPS observations
 OT0889.and adjusted by the National Geodetic Survey in June 2012.
 OT0889
 OT0889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0889.been affixed to the stable North American tectonic plate. See 
 OT0889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0889
 OT0889.The horizontal coordinates are valid at the epoch date displayed above
 OT0889.which is a decimal equivalence of Year/Month/Day.
 OT0889
 OT0889.The orthometric height was determined by differential leveling and
 OT0889.adjusted by the NATIONAL GEODETIC SURVEY
 OT0889.in June 1994.
 OT0889
 OT0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0889.GEOID18 height accuracy estimate available here.
 OT0889
 OT0889.Click photographs - Photos may exist for this station.
 OT0889
 OT0889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0889
 OT0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0889
 OT0889.The ellipsoidal height was determined by GPS observations
 OT0889.and is referenced to NAD 83.
 OT0889
 OT0889.The dynamic height is computed by dividing the NAVD 88
 OT0889.geopotential number by the normal gravity value computed on the
 OT0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0889.degrees latitude (g = 980.6199 gals.).
 OT0889
 OT0889.The modeled gravity was interpolated from observed gravity values.
 OT0889
 OT0889. The following values were computed from the NAD 83(2011) position.
 OT0889
 OT0889;                    North         East     Units Scale Factor Converg.
 OT0889;SPC SD S     -   119,572.382   352,301.588   MT  0.99991632   -2 06 32.0
 OT0889;SPC SD S     -   392,297.06  1,155,842.79   sFT  0.99991632   -2 06 32.0
 OT0889;UTM  13      - 4,803,011.377   630,415.469   MT  0.99980922   +1 06 19.8
 OT0889
 OT0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0889!SPC SD S     -   0.99985237  x   0.99991632  =   0.99976870
 OT0889!UTM  13      -   0.99985237  x   0.99980922  =   0.99966162
 OT0889
 OT0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3041503011(NAD 83)
 OT0889
 OT0889                          SUPERSEDED SURVEY CONTROL
 OT0889
 OT0889  NAD 83(2007)-  43 22 07.11228(N)    103 23 25.18916(W) AD(2002.00) 0
 OT0889  ELLIP H (02/10/07)  941.604  (m)                       GP(2002.00)    
 OT0889  ELLIP H (04/15/04)  941.592  (m)                       GP(       ) 2 1
 OT0889  NAD 83(1996)-  43 22 07.11155(N)    103 23 25.18924(W) AD(       ) B
 OT0889  ELLIP H (04/18/97)  941.649  (m)                       GP(       ) 4 1
 OT0889  NAD 83(1993)-  43 22 07.10477(N)    103 23 25.19174(W) AD(       ) 1
 OT0889  NAD 83(1986)-  43 22 07.09689(N)    103 23 25.19569(W) AD(       ) 1
 OT0889  NAVD 88             957.69   (m)         3142.0    (f) LEVELING    3  
 OT0889  NGVD 29 (02/28/92)  957.2    (m)  GEOID90  model used  GPS OBS        
 OT0889
 OT0889.Superseded values are not recommended for survey control.
 OT0889
 OT0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0889.See file dsdata.pdf to determine how the superseded data were derived.
 OT0889
 OT0889_MARKER: I = METAL ROD
 OT0889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0889_STAMPING: FAA HSR A 1991
 OT0889_MARK LOGO: NGS
 OT0889_PROJECTION: FLUSH
 OT0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0889+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 OT0889_ROD/PIPE-DEPTH: 8.2 meters
 OT0889_SLEEVE-DEPTH  : 0.9 meters
 OT0889
 OT0889  HISTORY     - Date     Condition        Report By
 OT0889  HISTORY     - 1991     MONUMENTED       NGS
 OT0889  HISTORY     - 19911001 GOOD             USFS
 OT0889  HISTORY     - 19931021 GOOD             NGS
 OT0889  HISTORY     - 19960821 GOOD             NGS
 OT0889  HISTORY     - 20100609 GOOD             WOOLPT
 OT0889
 OT0889                          STATION DESCRIPTION
 OT0889
 OT0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0889'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) SOUTHEAST OF HOT
 OT0889'SPRINGS, AT THE HOT SPRINGS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 OT0889'HOT SPRINGS, P.O. BOX 391, HOT SPRINGS, SD 57747.  AIRPORT MANAGER IS
 OT0889'DAVE TYSON, AIRPORT PHONE 605-745-3555, WORK 745-3103, HOME 424-6425.
 OT0889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 385 AND
 OT0889'STATE ROUTE 79, LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF HOT SPRINGS, GO
 OT0889'SOUTH ON HIGHWAY 18 AND 385 FOR 3.5 KM (2.2 MI) TO THE AIRPORT
 OT0889'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, ON ENTRANCE ROAD FOR 0.4
 OT0889'KM (0.2 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS
 OT0889'THROUGH GATE AND CONTINUE EAST CROSSING APRON AND TAXI FOR 0.16 KM
 OT0889'(0.10 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 OT0889'THE STATION IS LOCATED 60.8 M (199.5 FT) WEST-NORTHWEST FROM RUNWAY
 OT0889'CENTER, 42.7 M (140.1 FT) WEST-NORTHWEST FROM A RUNWAY LIGHT, 41.1 M
 OT0889'(134.8 FT) NORTH-NORTHEAST FROM TAXI CENTER, 19.3 M (63.3 FT)
 OT0889'NORTH-NORTHEAST FROM FENCE CORNER POST, 9.7 M (31.8 FT)
 OT0889'SOUTH-SOUTHWEST FROM THE SOUTH-SOUTHWEST END OF A YELLOW AND BLACK
 OT0889'RUNWAY MARKER AND 0.9 M (3.0 FT) EAST-SOUTHEAST FROM A FIBERGLASS
 OT0889'WITNESS POST IN FENCE LINE.
 OT0889
 OT0889                          STATION RECOVERY (1991)
 OT0889
 OT0889'RECOVERY NOTE BY US FOREST SERVICE 1991
 OT0889'RECOVERED IN GOOD CONDITION.
 OT0889
 OT0889                          STATION RECOVERY (1993)
 OT0889
 OT0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0889'10.0 KM (6.20 MI) EASTERLY ALONG U.S. HIGHWAYS 18 AND 385 FROM THE
 OT0889'JUNCTION OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, THENCE 0.4 KM
 OT0889'(0.25 MI) EASTERLY ALONG THE AIRPORT ENTRANCE ROAD, THENCE 0.2 KM
 OT0889'(0.10 MI) EASTERLY ACROSS AND APRON AND ALONG A TAXIWAY, 60.8 M
 OT0889'(199.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF A RUNWAY, 41.1 M
 OT0889'(134.8 FT) NORTH-NORTHEAST OF THE TAXIWAY CENTER, 19.3 M (63.3 FT)
 OT0889'NORTH-NORTHEAST OF A FENCE CORNER, 9.7 M (31.8 FT) SOUTH OF THE SOUTH
 OT0889'END OF A YELLOW AND BLACK RUNWAY MARKER, AND 0.9 M (3.0 FT) EAST OF A
 OT0889'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OT0889'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OT0889'FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY THE CITY OF HOT
 OT0889'SPRINGS, P.O BOX 391, HOT SPRINGS, SD 57747.  CONTACT--DAVE
 OT0889'TYSON--AIRPORT MANAGER, TELEPHONE NUMBER (605) 745-3555 OR 3103.
 OT0889
 OT0889                          STATION RECOVERY (1996)
 OT0889
 OT0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0889'THE STATION IS LOCATED ABOUT 10.4 KM (6.45 MI) SOUTHEAST OF HOT
 OT0889'SPRINGS, AT THE REGIONAL AIRPORT.  OWNERSHIP--CITY OF HOT SPRINGS,
 OT0889'P.O. BOX 391, HOT SPRINGS SD 57747, AIRPORT MANAGER, KEN WILCOX, PHONE
 OT0889'(605) 745-3555 OR 745-4874.  TO REACH THE STATION FROM THE JUNCTION OF
 OT0889'U.S. HIGHWAYS 18 AND 385 AND STATE HIGHWAY 79 ABOUT 8.0 KM (4.95 MI)
 OT0889'SOUTHEAST OF HOT SPRINGS, GO SOUTH ON U.S. HIGHWAYS 18 AND 385 FOR 1.6
 OT0889'KM (1.00 MI) TO A BRIDGE SPANNING THE CHEYENNE RIVER, CONTINUE SOUTH
 OT0889'FOR 2.3 KM (1.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN
 OT0889'LEFT AND GO EAST ON THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A GATE
 OT0889'AND THE AIRPORT OFFICE ON THE LEFT, CONTINUE EAST THROUGH THE GATE,
 OT0889'ACROSS AN APRON AND ALONG A TAXI TO THE HOLD BARS, A RUNWAY SIGN, AND
 OT0889'THE STATION ON THE LEFT.  THE STATION IS LOCATED 61.0 M (200.1 FT)
 OT0889'WEST-NORTHWEST OF THE RUNWAY CENTERLINE, 40.9 M (134.2 FT)
 OT0889'NORTH-NORTHWEST OF THE TAXI CENTERLINE, 28.9 M (94.8 FT) NORTH OF THE
 OT0889'NORTH END OF A RUNWAY SIGN (19-1), 19.3 M (63.3 FT) NORTH-NORTHEAST OF
 OT0889'A FENCE CORNER, 9.7 M (31.8 FT) SOUTH OF THE SOUTH END OF A YELLOW AND
 OT0889'BLACK SAFETY ZONE MARKER, 0.8 M (2.6 FT) EAST OF A WITNESS POST AND
 OT0889'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0889
 OT0889                          STATION RECOVERY (2010)
 OT0889
 OT0889'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 OT0889'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0890 ***********************************************************************
 OT0890  DESIGNATION -  HSR B
 OT0890  PID         -  OT0890
 OT0890  STATE/COUNTY-  SD/FALL RIVER
 OT0890  COUNTRY     -  US
 OT0890  USGS QUAD   -  ANGOSTURA RESERVOIR (2017)
 OT0890
 OT0890                         *CURRENT SURVEY CONTROL
 OT0890  ______________________________________________________________________
 OT0890* NAD 83(1996) POSITION- 43 22 28.50937(N) 103 23 13.49451(W)   ADJUSTED
 OT0890* NAD 83(1996) ELLIP HT-   940.685 (meters)        (05/25/04)   ADJUSTED
 OT0890* NAVD 88 ORTHO HEIGHT -   956.790 (meters)     3139.07  (feet) ADJUSTED
 OT0890  ______________________________________________________________________
 OT0890  GEOID HEIGHT    -        -16.134 (meters)                     GEOID18
 OT0890  NAD 83(1996) X  - -1,075,254.876 (meters)                     COMP
 OT0890  NAD 83(1996) Y  - -4,517,965.796 (meters)                     COMP
 OT0890  NAD 83(1996) Z  -  4,358,490.185 (meters)                     COMP
 OT0890  LAPLACE CORR    -        -10.03  (seconds)                    DEFLEC18
 OT0890  DYNAMIC HEIGHT  -        956.404 (meters)     3137.80  (feet) COMP
 OT0890  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 OT0890
 OT0890  HORZ ORDER      -  FIRST
 OT0890  VERT ORDER      -  FIRST     CLASS II
 OT0890  ELLP ORDER      -  FOURTH    CLASS II
 OT0890
 OT0890.This mark is at Hot Springs Airport (HSR)
 OT0890
 OT0890.The horizontal coordinates were established by GPS observations
 OT0890.and adjusted by the National Geodetic Survey in January 1998.
 OT0890
 OT0890.The orthometric height was determined by differential leveling and
 OT0890.adjusted by the NATIONAL GEODETIC SURVEY
 OT0890.in June 1994.
 OT0890
 OT0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0890.GEOID18 height accuracy estimate available here.
 OT0890
 OT0890.Click photographs - Photos may exist for this station.
 OT0890
 OT0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0890
 OT0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0890
 OT0890.The ellipsoidal height was determined by GPS observations
 OT0890.and is referenced to NAD 83.
 OT0890
 OT0890.The dynamic height is computed by dividing the NAVD 88
 OT0890.geopotential number by the normal gravity value computed on the
 OT0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0890.degrees latitude (g = 980.6199 gals.).
 OT0890
 OT0890.The modeled gravity was interpolated from observed gravity values.
 OT0890
 OT0890. The following values were computed from the NAD 83(1996) position.
 OT0890
 OT0890;                    North         East     Units Scale Factor Converg.
 OT0890;SPC SD S     -   120,222.531   352,588.932   MT  0.99991588   -2 06 23.9
 OT0890;SPC SD S     -   394,430.09  1,156,785.52   sFT  0.99991588   -2 06 23.9
 OT0890;UTM  13      - 4,803,676.544   630,665.879   MT  0.99981002   +1 06 28.3
 OT0890
 OT0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0890!SPC SD S     -   0.99985251  x   0.99991588  =   0.99976840
 OT0890!UTM  13      -   0.99985251  x   0.99981002  =   0.99966255
 OT0890
 OT0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3066503676(NAD 83)
 OT0890
 OT0890                          SUPERSEDED SURVEY CONTROL
 OT0890
 OT0890  ELLIP H (01/23/98)  940.745  (m)                       GP(       ) 4 1
 OT0890  NAD 83(1993)-  43 22 28.50259(N)    103 23 13.49701(W) AD(       ) 1
 OT0890  NAD 83(1986)-  43 22 28.49471(N)    103 23 13.50096(W) AD(       ) 1
 OT0890  NGVD 29 (02/28/92)  956.3    (m)  GEOID90  model used  GPS OBS        
 OT0890
 OT0890.Superseded values are not recommended for survey control.
 OT0890
 OT0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0890.See file dsdata.pdf to determine how the superseded data were derived.
 OT0890
 OT0890_MARKER: I = METAL ROD
 OT0890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0890_STAMPING: FAA HSR B 1991
 OT0890_MARK LOGO: NGS
 OT0890_PROJECTION: FLUSH
 OT0890_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0890+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 OT0890_ROD/PIPE-DEPTH: 9.5 meters
 OT0890_SLEEVE-DEPTH  : 0.9 meters
 OT0890
 OT0890  HISTORY     - Date     Condition        Report By
 OT0890  HISTORY     - 1991     MONUMENTED       NGS
 OT0890  HISTORY     - 19911001 GOOD             USFS
 OT0890  HISTORY     - 19931021 GOOD             NGS
 OT0890  HISTORY     - 20110912 GOOD             WOOLPT
 OT0890
 OT0890                          STATION DESCRIPTION
 OT0890
 OT0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0890'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) SOUTHEAST OF HOT
 OT0890'SPRINGS, AT THE HOT SPRINGS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 OT0890'HOT SPRINGS, P.O. BOX 391, HOT SPRINGS, SD 57747.  AIRPORT MANAGER IS
 OT0890'DAVE TYSON, AIRPORT PHONE 605-745-3555, WORK 745-3103, HOME 424-6425.
 OT0890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 385 AND
 OT0890'STATE ROUTE 79, LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF HOT SPRINGS, GO
 OT0890'SOUTH ON HIGHWAY 18 AND 385 FOR 3.5 KM (2.2 MI) TO THE AIRPORT
 OT0890'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, ON ENTRANCE ROAD FOR 0.4
 OT0890'KM (0.2 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS
 OT0890'THROUGH GATE AND CONTINUE EAST CROSSING APRON AND TAXI FOR 0.16 KM
 OT0890'(0.10 MI) TO THE JUNCTION OF THE RUNWAY. TURN LEFT, NORTH-NORTHEAST,
 OT0890'ON RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.
 OT0890'THE STATION IS LOCATED 59.5 M (195.2 FT) WEST-NORTHWEST FROM RUNWAY
 OT0890'CENTER, 41.3 M (135.5 FT) WEST-NORTHWEST FROM A RUNWAY LIGHT, 33.6 M
 OT0890'(110.2 FT) SOUTH-SOUTHWEST FROM THE SOUTH-SOUTHWEST END OF A YELLOW
 OT0890'AND BLACK RUNWAY MARKER AND 2.4 M (7.9 FT) EAST-SOUTHEAST FROM A
 OT0890'FIBERGLASS WITNESS POST IN FENCE LINE.
 OT0890
 OT0890                          STATION RECOVERY (1991)
 OT0890
 OT0890'RECOVERY NOTE BY US FOREST SERVICE 1991
 OT0890'RECOVERED IN GOOD CONDITION.
 OT0890
 OT0890                          STATION RECOVERY (1993)
 OT0890
 OT0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0890'10.0 KM (6.20 MI) EASTERLY ALONG U.S. HIGHWAYS 18 AND 385 FROM THE
 OT0890'JUNCTION OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, THENCE 0.4 KM
 OT0890'(0.25 MI) EASTERLY ALONG THE AIRPORT ENTRANCE ROAD, THENCE 0.2 KM
 OT0890'(0.10 MI) EASTERLY ACROSS AND APRON AND ALONG A TAXIWAY, THENCE 0.6
 OT0890'KM (0.35 MI) NORTHERLY ALONG A RUNWAY, 59.5 M (195.2 FT)
 OT0890'WEST-NORTHWEST OF THE RUNWAY CENTERLINE, 33.6 M (110.2 FT) SOUTH OF
 OT0890'THE SOUTH END OF A YELLOW AND BLACK RUNWAY MARKER, AND 2.4 M (7.9 FT)
 OT0890'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OT0890'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OT0890'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 OT0890'THE CITY OF HOT SPRINGS, P.O BOX 391, HOT SPRINGS, SD 57747.
 OT0890'CONTACT--DAVE TYSON--AIRPORT MANAGER, TELEPHONE NUMBER (605) 745-3555
 OT0890'OR 3103.
 OT0890
 OT0890                          STATION RECOVERY (2011)
 OT0890
 OT0890'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 OT0890'AIRPORT MANAGER IS TRACEY BASTIAN.  THERE IS NO FENCE IN THE VICINITY
 OT0890'OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0456 ***********************************************************************
 QT0456  DESIGNATION -  HUINER
 QT0456  PID         -  QT0456
 QT0456  STATE/COUNTY-  SD/PERKINS
 QT0456  COUNTRY     -  US
 QT0456  USGS QUAD   -  PRAIRIE CITY NE (2017)
 QT0456
 QT0456                         *CURRENT SURVEY CONTROL
 QT0456  ______________________________________________________________________
 QT0456* NAD 83(1996) POSITION- 45 44 45.77944(N) 102 51 16.64840(W)   ADJUSTED
 QT0456* NAVD 88 ORTHO HEIGHT -   899.    (meters)     2949.    (feet) SCALED
 QT0456  ______________________________________________________________________
 QT0456  GEOID HEIGHT    -        -17.165 (meters)                     GEOID18
 QT0456  LAPLACE CORR    -         -6.22  (seconds)                    DEFLEC18
 QT0456  HORZ ORDER      -  SECOND
 QT0456
 QT0456.The horizontal coordinates were established by classical geodetic methods
 QT0456.and adjusted by the National Geodetic Survey in January 1998.
 QT0456
 QT0456.The orthometric height was scaled from a topographic map.
 QT0456
 QT0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0456.GEOID18 height accuracy estimate available here.
 QT0456
 QT0456.Click photographs - Photos may exist for this station.
 QT0456
 QT0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0456
 QT0456. The following values were computed from the NAD 83(1996) position.
 QT0456
 QT0456;                    North         East     Units Scale Factor Converg.
 QT0456;SPC SD N     -   216,470.869   377,905.128   MT  1.00001271   -2 01 13.2
 QT0456;SPC SD N     -   710,204.84  1,239,843.74   sFT  1.00001271   -2 01 13.2
 QT0456;UTM  13      - 5,068,070.824   666,878.761   MT  0.99994238   +1 32 13.2
 QT0456
 QT0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0456!SPC SD N     -   0.99986170  x   1.00001271  =   0.99987440
 QT0456!UTM  13      -   0.99986170  x   0.99994238  =   0.99980408
 QT0456
 QT0456:                Primary Azimuth Mark                     Grid Az
 QT0456:SPC SD N     -  HUINER AZ MK                             128 55 21.5
 QT0456:UTM  13      -  HUINER AZ MK                             125 21 55.1
 QT0456
 QT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6687868070(NAD 83)
 QT0456
 QT0456|---------------------------------------------------------------------|
 QT0456| PID    Reference Object                     Distance      Geod. Az  |
 QT0456|                                                           dddmmss.s |
 QT0456| CQ7873 HUINER RM 1                          14.752 METERS 10032     |
 QT0456| CQ7872 HUINER AZ MK                                       1265408.3 |
 QT0456| CQ7874 HUINER RM 2                          13.106 METERS 28637     |
 QT0456|---------------------------------------------------------------------|
 QT0456
 QT0456                          SUPERSEDED SURVEY CONTROL
 QT0456
 QT0456  NAD 83(1993)-  45 44 45.76872(N)    102 51 16.64633(W) AD(       ) 2
 QT0456  NAD 83(1986)-  45 44 45.76867(N)    102 51 16.64596(W) AD(       ) 2
 QT0456  NAD 27      -  45 44 45.77500(N)    102 51 15.05700(W) AD(       ) 2
 QT0456
 QT0456.Superseded values are not recommended for survey control.
 QT0456
 QT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0456.See file dsdata.pdf to determine how the superseded data were derived.
 QT0456
 QT0456_MARKER: DS = TRIANGULATION STATION DISK
 QT0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0456_STAMPING: HUINER 1952
 QT0456_MARK LOGO: CGS
 QT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0456+STABILITY: SURFACE MOTION
 QT0456
 QT0456  HISTORY     - Date     Condition        Report By
 QT0456  HISTORY     - 1952     MONUMENTED       CGS
 QT0456
 QT0456                          STATION DESCRIPTION
 QT0456
 QT0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0456'THE STATION IS IN SECTION 35, T 21 N, R 10 E, ABOUT 17 MILES
 QT0456'NORTH AND 2-1/4 MILES WEST OF STROOL, 9-1/4 MILES WEST AND
 QT0456'4 MILES SOUTH OF LODGEPOLE, 4-1/4 MILES EAST OF THE PERKINS-HARDING
 QT0456'COUNTY LINE, 11 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 QT0456'POST AND ON LAND OWNED BY PETER HUINER.
 QT0456'
 QT0456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8
 QT0456'AND A GRAVELED ROAD LEADING SOUTH TO TOWN, (1/2 MILE NORTH
 QT0456'OF BISON) GO WEST ON STATE HIGHWAY 8 FOR 8.95 MILES TO A
 QT0456'CROSS ROAD, TURN RIGHT (NORTH) AND FOLLOW THE GRAVELED ROAD
 QT0456'FOR 8.35 MILES TO A STEEL BRIDGE, CONTINUE NORTHERLY ON THE
 QT0456'GRAVELED ROAD FOR 6.3 MILES TO A CROSS ROAD, TURN LEFT (WEST)
 QT0456'AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 3.45 MILES TO A
 QT0456'Y-JUNCTION, CONTINUE WESTERLY ON THE RIGHT ROAD FOR 2.9 MILES
 QT0456'TO ANOTHER Y-JUNCTION, CONTINUE WESTERLY ON THE MAIN GRADED
 QT0456'DIRT ROAD FOR 3.35 MILES TO MR. HUINERS HOUSE ON THE RIGHT,
 QT0456'CONTINUE WESTERLY FOR 0.1 MILE TO A CATTLE GUARD, CROSS
 QT0456'CATTLE GUARD AND GO FOR 0.25 MILE TO A DIM TRACK ROAD ON
 QT0456'THE RIGHT, TURN RIGHT (NORTH) AND FOLLOW THE TRACK ROAD FOR
 QT0456'0.5 MILE TO A Y-JUNCTION, CONTINUE NORTHERLY ON THE
 QT0456'RIGHT ROAD FOR 0.15 MILE TO A WIRE GATE AND THE AZIMUTH
 QT0456'MARK AS DESCRIBED BELOW, GO THROUGH GATE AND GO NORTH ON
 QT0456'THE WEST SIDE OF A WIRE FENCE FOR 0.25 MILE TO THE NORTHEAST
 QT0456'CORNER OF A CULTIVATED FIELD.  TURN LEFT (WEST) ALONG THE
 QT0456'NORTH SIDE OF FIELD FOR 0.2 MILE, GO NORTHWEST FOR 0.05
 QT0456'MILE TO THE TOP OF THE HILL AND THE STATION.
 QT0456'
 QT0456'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0456'HUINER 1952
 QT0456'
 QT0456'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0456'HUINER NO 1 1952.
 QT0456'
 QT0456'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 QT0456'OUTCROPPING BEDROCK.  THE ROCK IS FLUSH WITH THE SURFACE OF
 QT0456'THE GROUND AND THE DISK IS STAMPED HUINER NO 2 1952.
 QT0456'
 QT0456'THE AZIMUTH MARK IS 15 FEET EAST OF A GATE POST, 3.5 FEET
 QT0456'WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT NORTH OF
 QT0456'A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QT0456'STAMPED HUINER 1952.
 QT0456'
 QT0456'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0620 ***********************************************************************
 PS0620  DESIGNATION -  HULBERT
 PS0620  PID         -  PS0620
 PS0620  STATE/COUNTY-  SD/HAND
 PS0620  COUNTRY     -  US
 PS0620  USGS QUAD   -  VAYLAND (2017)
 PS0620
 PS0620                         *CURRENT SURVEY CONTROL
 PS0620  ______________________________________________________________________
 PS0620* NAD 83(1996) POSITION- 44 25 34.70071(N) 098 48 52.15028(W)   ADJUSTED
 PS0620* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 PS0620  ______________________________________________________________________
 PS0620  GEOID HEIGHT    -        -24.784 (meters)                     GEOID18
 PS0620  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 PS0620  HORZ ORDER      -  FIRST
 PS0620
 PS0620.The horizontal coordinates were established by classical geodetic methods
 PS0620.and adjusted by the National Geodetic Survey in January 1998.
 PS0620
 PS0620.The orthometric height was scaled from a topographic map.
 PS0620
 PS0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0620.GEOID18 height accuracy estimate available here.
 PS0620
 PS0620.Click photographs - Photos may exist for this station.
 PS0620
 PS0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0620
 PS0620. The following values were computed from the NAD 83(1996) position.
 PS0620
 PS0620;                    North         East     Units Scale Factor Converg.
 PS0620;SPC SD N     -    66,583.914   694,398.531   MT  0.99999817   +0 50 20.5
 PS0620;SPC SD N     -   218,450.72  2,278,205.85   sFT  0.99999817   +0 50 20.5
 PS0620;UTM  14      - 4,919,240.189   514,766.496   MT  0.99960268   +0 07 47.5
 PS0620
 PS0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0620!SPC SD N     -   0.99991462  x   0.99999817  =   0.99991279
 PS0620!UTM  14      -   0.99991462  x   0.99960268  =   0.99951734
 PS0620
 PS0620:                Primary Azimuth Mark                     Grid Az
 PS0620:SPC SD N     -  HULBERT AZ MK                            070 30 27.8
 PS0620:UTM  14      -  HULBERT AZ MK                            071 13 00.8
 PS0620
 PS0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1476619240(NAD 83)
 PS0620
 PS0620|---------------------------------------------------------------------|
 PS0620| PID    Reference Object                     Distance      Geod. Az  |
 PS0620|                                                           dddmmss.s |
 PS0620| PS0641 TULARE MUNICIPAL TANK               APPROX.42.4 KM 0351216.7 |
 PS0620| PS0599 HITCHCOCK MUNICIPAL TANK            APPROX.39.0 KM 0543612.1 |
 PS0620| CO5658 HULBERT AZ MK                                      0712048.3 |
 PS0620| PS0615 WESSINGTON MUNICIPAL TANK           APPROX. 9.8 KM 0734623.8 |
 PS0620| CO5659 HULBERT RM 1                         36.573 METERS 08931     |
 PS0620| PS0613 WOLSEY GERMAN LUTH CH CROSS         APPROX.27.0 KM 0924151.3 |
 PS0620| PS0612 WOLSEY MUNICIPAL TANK               APPROX.27.0 KM 0933603.6 |
 PS0620| PS0607 HURON E MUNICIPAL TANK              APPROX.48.6 KM 0983336.2 |
 PS0620| PS0606 HURON W MUNICIPAL TANK              APPROX.47.5 KM 0984325.4 |
 PS0620| PS0608 ALPENA TANK                         APPROX.44.7 KM 1272920.5 |
 PS0620| CO5660 HULBERT RM 2                         39.408 METERS 17502     |
 PS0620| PS0651 MILLER MUNICIPAL TANK               APPROX.17.2 KM 3054550.7 |
 PS0620| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX.14.1 KM 3151355.9 |
 PS0620|---------------------------------------------------------------------|
 PS0620
 PS0620                          SUPERSEDED SURVEY CONTROL
 PS0620
 PS0620  NAD 83(1986)-  44 25 34.69791(N)    098 48 52.15665(W) AD(       ) 1
 PS0620  NAD 27      -  44 25 34.75700(N)    098 48 50.80600(W) AD(       ) 1
 PS0620
 PS0620.Superseded values are not recommended for survey control.
 PS0620
 PS0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0620.See file dsdata.pdf to determine how the superseded data were derived.
 PS0620
 PS0620_MARKER: DS = TRIANGULATION STATION DISK
 PS0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0620_STAMPING: HULBERT 1934
 PS0620_MARK LOGO: CGS
 PS0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0620+STABILITY: SURFACE MOTION
 PS0620
 PS0620  HISTORY     - Date     Condition        Report By
 PS0620  HISTORY     - 1934     MONUMENTED       CGS
 PS0620  HISTORY     - 1951     GOOD             CGS
 PS0620
 PS0620                          STATION DESCRIPTION
 PS0620
 PS0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0620'STATION IS IN THE NW CORNER OF SEC. 18, T 111 N, R 66 W, IN
 PS0620'HULBERT TOWNSHIP, 0.2 MILE S OF THE N LINE AND 0.45 MILE
 PS0620'E OF THE W LINE, AT THE NW CORNER OF A SMALL GROVE OF TREES,
 PS0620'BOUNDED BY ROCKS.
 PS0620'
 PS0620'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0620'BRONZE DISKS SET IN CONCRETE.
 PS0620'
 PS0620'REFERENCE MARK NO. 1 IS IN THE NW CORNER OF SEC. 18, T 111 N,
 PS0620'R 66 W, 0.2 MILE S OF THE N LINE, AND 0.45 MILE E OF THE
 PS0620'W LINE.  MARK IS E OF STATION IN TREE LINE NEAR ROCK PILE.
 PS0620'
 PS0620'REFERENCE MARK NO. 2 IS LOCATED IN THE NW CORNER OF SEC. 18,
 PS0620'T 111 N, R 66 W, 0.2 MILE S OF THE N LINE AND 0.45 MILE E OF
 PS0620'THE W LINE.  MARK IS S OF STATION IN TREE LINE NEAR ROCK PILE.
 PS0620'
 PS0620'AZIMUTH MARK IS 0.45 MILE NE OF STATION IN WOVEN WIRE FENCE
 PS0620'CORNER, 24 FEET S OF CENTER LINE OF DIM E-W TRAIL, 1 FOOT
 PS0620'W OF FENCE LINE, 9 FEET S OF FENCE CORNER.  MARK PROJECTS
 PS0620'4 INCHES ABOVE GROUND.
 PS0620'
 PS0620'TO REACH FROM THE STATION, GO NE ACROSS FIELD TO DIM ROAD,
 PS0620'TURN LEFT (E) AND FOLLOW TO FENCE CORNER AND AZIMUTH ON
 PS0620'RIGHT.
 PS0620'
 PS0620'TO REACH THE STATION FROM TOWN OF WESSINGTON, GO SW FROM
 PS0620'POST OFFICE ON MAIN STREET 0.35 MILE AND TURN LEFT, GO 0.35
 PS0620'MILE S AND TURN RIGHT (W).  GO 4.75 MILES W, OR 1.3 MILES PAST
 PS0620'WHITE SCHOOL ON LEFT, AND TAKE GRAVEL FORK UP HILL.  PROCEED
 PS0620'2.15 MILES AND TURN RIGHT (W) OFF MAIN ROAD WHERE IT TURNS
 PS0620'LEFT.  GO 0.35 MILE AND TAKE RIGHT FORK NW AT FENCE CORNER
 PS0620'ON RIGHT.  AFTER GOING 0.35 MILE ON THIS DIM RIGHT FORK, TURN
 PS0620'RIGHT AND DRIVE THROUGH FIELD ALONG SMALL DITCH 0.65 MILE TO
 PS0620'TOP OF GRADE.  TURN RIGHT (E) AND DRIVE THROUGH PLOWED FIELD
 PS0620'0.2 MILE OVER SMALL HILL TO STATION AT NW EDGE OF SMALL
 PS0620'GROVE OF TREES.
 PS0620'
 PS0620'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 PS0620
 PS0620                          STATION RECOVERY (1951)
 PS0620
 PS0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0620'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 PS0620'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 PS0620'WAS FOUND IN THE DISTANCE AND DIRECTION TO R.M. NO. 1 AND
 PS0620'R.M. NO. 2.  A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 PS0620'
 PS0620'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF ST. LAWRENCE
 PS0620'AND 9 MILES SOUTH OF VAYLAND, AT THE NORTHWEST CORNER OF A
 PS0620'GROVE OF TREES.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 PS0620'DISK IS STAMPED HULBERT 1934.
 PS0620'
 PS0620'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  THE MARK PROJECTS
 PS0620'ABOUT 5 INCHES AND THE DISK IS STAMPED HULBERT NO 1 1934.
 PS0620'
 PS0620'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  THE MARK PROJECTS
 PS0620'ABOUT 5 INCHES AND THE DISK IS STAMPED HULBERT NO 2 1934.
 PS0620'
 PS0620'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF A TRACK
 PS0620'ROAD AND 10 FEET SOUTH OF A RIGHT-OF-WAY FENCE.  THE MARK
 PS0620'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HULBERT 1934.
 PS0620'
 PS0620'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PS0620'AND STATE ROUTE 45 IN MILLER, GO EAST ON U.S. HIGHWAY 14
 PS0620'FOR 2.5 MILES TO THE CAUTION LIGHT IN ST. LAWRENCE.  CONTINUE
 PS0620'ON U.S. HIGHWAY 14 FOR 7.0 MILES TO A GRAVEL CROSSROADS
 PS0620'ABOUT 0.15 MILE WEST OF THE PEAVY ELEVATORS.  TURN RIGHT
 PS0620'(SOUTH) AND FOLLOW MAIN ROAD FOR 2.65 MILES.  TURN LEFT ON
 PS0620'MAIN ROAD AND GO 0.15 MILE.  TURN RIGHT (SOUTH) ON MAIN
 PS0620'RIGHT FOR 1.3 MILES AT A T-INTERSECTION.  TURN RIGHT AND
 PS0620'FOLLOW MAIN ROAD SOUTHWEST FOR 1.15 MILES TO A TRACK ROAD
 PS0620'RIGHT.  TURN RIGHT (WEST) AND FOLLOW TRACK ROAD FOR 0.1
 PS0620'MILE TO AZIMUTH MARK ON SOUTH SIDE OF ROAD AS DESCRIBED.
 PS0620'CONTINUE WEST ON TRACK ROAD FOR 0.8 MILE TO A GATE.  PASS
 PS0620'THROUGH GATE AND TURN SHARP LEFT TO ANOTHER GATE.  PASS
 PS0620'THROUGH GATE AND GO EASTERLY ACROSS PASTURE FOR 0.4 MILE
 PS0620'TO GROVE OF TREES AND STATION IN NORTHWEST CORNER.
 PS0620'
 PS0620'HEIGHT OF SIGNAL ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0860 ***********************************************************************
 OQ0860  DESIGNATION -  HUMBOLDT SCHOOLHOUSE FLAGPOLE
 OQ0860  PID         -  OQ0860
 OQ0860  STATE/COUNTY-  SD/MINNEHAHA
 OQ0860  COUNTRY     -  US
 OQ0860  USGS QUAD   -  HUMBOLDT (2017)
 OQ0860
 OQ0860                         *CURRENT SURVEY CONTROL
 OQ0860  ______________________________________________________________________
 OQ0860* NAD 83(1996) POSITION- 43 38 25.77907(N) 097 04 26.10441(W)   ADJUSTED
 OQ0860  ______________________________________________________________________
 OQ0860  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 OQ0860  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 OQ0860  HORZ ORDER      -  THIRD
 OQ0860
 OQ0860.The horizontal coordinates were established by classical geodetic methods
 OQ0860.and adjusted by the National Geodetic Survey in January 1998.
 OQ0860
 OQ0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0860.GEOID18 height accuracy estimate available here.
 OQ0860
 OQ0860.Click photographs - Photos may exist for this station.
 OQ0860
 OQ0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0860
 OQ0860. The following values were computed from the NAD 83(1996) position.
 OQ0860
 OQ0860;                    North         East     Units Scale Factor Converg.
 OQ0860;SPC SD S     -   150,373.500   862,906.689   MT  0.99990694   +2 14 54.7
 OQ0860;SPC SD S     -   493,350.39  2,831,053.03   sFT  0.99990694   +2 14 54.7
 OQ0860;UTM  14      - 4,833,747.007   655,352.725   MT  0.99989686   +1 19 46.3
 OQ0860
 OQ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5535233747(NAD 83)
 OQ0860
 OQ0860                          SUPERSEDED SURVEY CONTROL
 OQ0860
 OQ0860  NAD 83(1995)-  43 38 25.78743(N)    097 04 26.08953(W) AD(       ) 3
 OQ0860  NAD 83(1986)-  43 38 25.78453(N)    097 04 26.08277(W) AD(       ) 3
 OQ0860  NAD 27      -  43 38 25.86000(N)    097 04 24.87000(W) AD(       ) 3
 OQ0860
 OQ0860.Superseded values are not recommended for survey control.
 OQ0860
 OQ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0860.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0860
 OQ0860_MARKER: 62 = FLAGPOLE
 OQ0860
 OQ0860  HISTORY     - Date     Condition        Report By
 OQ0860  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0860  HISTORY     - 1935     GOOD             CGS
 OQ0860
 OQ0860                          STATION DESCRIPTION
 OQ0860
 OQ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0860'THIS MARK, A SHORT FLAGPOLE ABOVE N ENTRANCE OF BUILDING, IS STILL
 OQ0860'GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0861 ***********************************************************************
 OQ0861  DESIGNATION -  HUMBOLDT WATER TANK
 OQ0861  PID         -  OQ0861
 OQ0861  STATE/COUNTY-  SD/MINNEHAHA
 OQ0861  COUNTRY     -  US
 OQ0861  USGS QUAD   -  HUMBOLDT (2017)
 OQ0861
 OQ0861                         *CURRENT SURVEY CONTROL
 OQ0861  ______________________________________________________________________
 OQ0861* NAD 83(1996) POSITION- 43 38 43.95622(N) 097 04 32.52158(W)   ADJUSTED
 OQ0861  ______________________________________________________________________
 OQ0861  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 OQ0861  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 OQ0861  HORZ ORDER      -  THIRD
 OQ0861
 OQ0861.The horizontal coordinates were established by classical geodetic methods
 OQ0861.and adjusted by the National Geodetic Survey in January 1998.
 OQ0861
 OQ0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0861.GEOID18 height accuracy estimate available here.
 OQ0861
 OQ0861.Click photographs - Photos may exist for this station.
 OQ0861
 OQ0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0861
 OQ0861. The following values were computed from the NAD 83(1996) position.
 OQ0861
 OQ0861;                    North         East     Units Scale Factor Converg.
 OQ0861;SPC SD S     -   150,928.369   862,740.986   MT  0.99990698   +2 14 50.2
 OQ0861;SPC SD S     -   495,170.82  2,830,509.38   sFT  0.99990698   +2 14 50.2
 OQ0861;UTM  14      - 4,834,304.456   655,195.944   MT  0.99989626   +1 19 42.3
 OQ0861
 OQ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5519534304(NAD 83)
 OQ0861
 OQ0861                          SUPERSEDED SURVEY CONTROL
 OQ0861
 OQ0861  NAD 83(1995)-  43 38 43.96250(N)    097 04 32.50516(W) AD(       ) 3
 OQ0861  NAD 83(1986)-  43 38 43.96174(N)    097 04 32.49986(W) AD(       ) 3
 OQ0861  NAD 27      -  43 38 44.03300(N)    097 04 31.28400(W) AD(       ) 3
 OQ0861
 OQ0861.Superseded values are not recommended for survey control.
 OQ0861
 OQ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0861.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0861
 OQ0861_MARKER: 51 = TANK
 OQ0861
 OQ0861  HISTORY     - Date     Condition        Report By
 OQ0861  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0861  HISTORY     - 1935     GOOD             CGS
 OQ0861  HISTORY     - 1935     GOOD             CGS
 OQ0861
 OQ0861                          STATION DESCRIPTION
 OQ0861
 OQ0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0861'THIS MARK IS STILL THE SAME AS IN 1927.
 OQ0861
 OQ0861                          STATION RECOVERY (1935)
 OQ0861
 OQ0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0861'OBJECT OBSERVED UPON WAS THE FINIAL OF A TANK, PROBABLY
 OQ0861'LOCATED IN THE CITY OF HUMBOLDT.
 OQ0861'
 OQ0861'STATION OFF SCHEME AND NOT VISITED, MORE DETAILED DESCRIPTION
 OQ0861'CANNOT BE GIVEN.
 OQ0861'
 OQ0861'OBSERVED UPON FROM STATIONS CORSON AND CROOKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0862 ***********************************************************************
 OQ0862  DESIGNATION -  HUMBOLT
 OQ0862  PID         -  OQ0862
 OQ0862  STATE/COUNTY-  SD/MINNEHAHA
 OQ0862  COUNTRY     -  US
 OQ0862  USGS QUAD   -  HUMBOLDT (2017)
 OQ0862
 OQ0862                         *CURRENT SURVEY CONTROL
 OQ0862  ______________________________________________________________________
 OQ0862* NAD 83(1996) POSITION- 43 41 46.00157(N) 097 06 34.69648(W)   ADJUSTED
 OQ0862* NAD 83(1996) ELLIP HT-   523.181 (meters)        (06/15/04)   ADJUSTED
 OQ0862* NAVD 88 ORTHO HEIGHT -   548.49  (+/-2cm)     1799.5   (feet) VERTCON3
 OQ0862  ______________________________________________________________________
 OQ0862  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 OQ0862  NAD 83(1996) X  -   -571,716.571 (meters)                     COMP
 OQ0862  NAD 83(1996) Y  - -4,583,728.358 (meters)                     COMP
 OQ0862  NAD 83(1996) Z  -  4,384,102.574 (meters)                     COMP
 OQ0862  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 OQ0862  HORZ ORDER      -  FIRST
 OQ0862  VERT ORDER      -  THIRD ? (See Below)
 OQ0862  ELLP ORDER      -  FOURTH    CLASS I
 OQ0862
 OQ0862.The horizontal coordinates were established by classical geodetic methods
 OQ0862.and adjusted by the National Geodetic Survey in June 2004.
 OQ0862
 OQ0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0862
 OQ0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0862.GEOID18 height accuracy estimate available here.
 OQ0862
 OQ0862.The vertical order pertains to the NGVD 29 superseded value.
 OQ0862
 OQ0862.Click photographs - Photos may exist for this station.
 OQ0862
 OQ0862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0862
 OQ0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0862
 OQ0862.The ellipsoidal height was determined by GPS observations
 OQ0862.and is referenced to NAD 83.
 OQ0862
 OQ0862. The following values were computed from the NAD 83(1996) position.
 OQ0862
 OQ0862;                    North         East     Units Scale Factor Converg.
 OQ0862;SPC SD S     -   156,435.233   859,787.179   MT  0.99990779   +2 13 25.9
 OQ0862;SPC SD S     -   513,237.93  2,820,818.44   sFT  0.99990779   +2 13 25.9
 OQ0862;UTM  14      - 4,839,857.860   652,330.818   MT  0.99988542   +1 18 22.2
 OQ0862
 OQ0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0862!SPC SD S     -   0.99991797  x   0.99990779  =   0.99982576
 OQ0862!UTM  14      -   0.99991797  x   0.99988542  =   0.99980340
 OQ0862
 OQ0862:                Primary Azimuth Mark                     Grid Az
 OQ0862:SPC SD S     -  HUMBOLT AZ MK 2                          000 16 01.1
 OQ0862:UTM  14      -  HUMBOLT AZ MK 2                          001 11 04.8
 OQ0862
 OQ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5233039857(NAD 83)
 OQ0862
 OQ0862|---------------------------------------------------------------------|
 OQ0862| PID    Reference Object                     Distance      Geod. Az  |
 OQ0862|                                                           dddmmss.s |
 OQ0862| CO3737 HUMBOLT AZ MK 2                                    0022927.0 |
 OQ0862| OQ0863 HUMBOLT BELL R 1 WEST MAST          APPROX. 4.7 KM 0294005.1 |
 OQ0862| CO2938 CUPOLA WH SCH 1/2 MI                               0425411.5 |
 OQ0862| OQ0854 COLTON BLACK TOP CH STEEPLE         APPROX.11.6 KM 0431704.5 |
 OQ0862| CO3739 HUMBOLT RM 2                         19.720 METERS 08920     |
 OQ0862| CO3740 HUMBOLT RM 3                         21.776 METERS 09119     |
 OQ0862| OQ0839 HARTFORD WATER TANK                 APPROX.15.5 KM 1213040.5 |
 OQ0862| OQ0861 HUMBOLDT WATER TANK                 APPROX. 6.2 KM 1540055.3 |
 OQ0862| OQ0860 HUMBOLDT SCHOOLHOUSE FLAGPOLE       APPROX. 6.8 KM 1545932.8 |
 OQ0862| CO3741 HUMBOLT RM 4                         20.274 METERS 17608     |
 OQ0862| OQ0868 CANISTOTA GREY ELEV N GABLE         APPROX.18.1 KM 2334400.2 |
 OQ0862| OQ0864 CANISTOTA WATER TK WHITE ROOF       APPROX.18.3 KM 2334500.0 |
 OQ0862| OQ0872 SALEM ST MARYS CHURCH SPIRE         APPROX.22.9 KM 2783742.5 |
 OQ0862| OQ0871 SALEM WATER TANK                    APPROX.22.6 KM 2790401.7 |
 OQ0862| OQ0880 CANOVA SWEDISH MISSION CHURCH       APPROX.22.2 KM 2953318.0 |
 OQ0862| CO3738 HUMBOLT RM 1                        433.050 METERS 3593559.8 |
 OQ0862|---------------------------------------------------------------------|
 OQ0862
 OQ0862                          SUPERSEDED SURVEY CONTROL
 OQ0862
 OQ0862  ELLIP H (03/16/99)  523.092  (m)                       GP(       ) 4 1
 OQ0862  NAD 83(1996)-  43 41 46.00237(N)    097 06 34.70036(W) AD(       ) 1
 OQ0862  ELLIP H (01/23/98)  523.087  (m)                       GP(       ) 4 1
 OQ0862  NAD 83(1995)-  43 41 46.00562(N)    097 06 34.68014(W) AD(       ) 1
 OQ0862  NAD 83(1986)-  43 41 46.00850(N)    097 06 34.67822(W) AD(       ) 1
 OQ0862  NAD 27      -  43 41 46.08700(N)    097 06 33.46200(W) AD(       ) 1
 OQ0862  NGVD 29             548.18   (m)         1798.5    (f) LEVELING    3  
 OQ0862
 OQ0862.Superseded values are not recommended for survey control.
 OQ0862
 OQ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0862.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0862
 OQ0862_MARKER: DS = TRIANGULATION STATION DISK
 OQ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0862_STAMPING: HUMBOLT 1927
 OQ0862_MARK LOGO: CGS
 OQ0862_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0862+STABILITY: SURFACE MOTION
 OQ0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0862+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1992
 OQ0862
 OQ0862  HISTORY     - Date     Condition        Report By
 OQ0862  HISTORY     - 1927     MONUMENTED       CGS
 OQ0862  HISTORY     - 1927     GOOD             CGS
 OQ0862  HISTORY     - 1935     GOOD             CGS
 OQ0862  HISTORY     - 1971     GOOD             NGS
 OQ0862  HISTORY     - 19920825 GOOD             NOS
 OQ0862
 OQ0862                          STATION DESCRIPTION
 OQ0862
 OQ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0862'ABOUT 1-3/4 MILES W AND 3-1/2 MILES N OF THE TOWN OF HUMBOLT, IN
 OQ0862'THE SE CORNER OF THE NE 1/4 OF SEC. 30, T 103 N, R 52 W, IN THE
 OQ0862'SE CORNER OF THE FARM OF HUGH GILMORE.  IT IS ON THE HIGHEST
 OQ0862'GROUND, 11 METERS W OF THE SECTION-LINE ROAD RUNNING N AND S,
 OQ0862'AND 1781 METERS S OF THE CROSS ROAD RUNNING E AND W.  IT IS ON
 OQ0862'SECOND RIDGE S OF THE ABOVE MENTIONED CROSSROADS.
 OQ0862'
 OQ0862'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 OQ0862'SET IN CONCRETE AS DESCRIBED.
 OQ0862'
 OQ0862'REFERENCE MARK NO. 1 IS AT THE FENCE LINE, W OF THE SECTION-LINE
 OQ0862'ROAD RUNNING N AND S, ON THE FIRST RIDGE S OF THE CROSSROADS.
 OQ0862'
 OQ0862'REFERENCE MARK NO. 2 IS AT THE FENCE LINE ON THE E SIDE OF THE
 OQ0862'ROAD, ABEAM OF THE STATION.
 OQ0862'
 OQ0862'ALL MARKS ARE FLUSH WITH THE GROUND.
 OQ0862'
 OQ0862'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 OQ0862
 OQ0862                          STATION RECOVERY (1927)
 OQ0862
 OQ0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 OQ0862'RECOVERED IN GOOD CONDITION.
 OQ0862
 OQ0862                          STATION RECOVERY (1935)
 OQ0862
 OQ0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0862'SURFACE MARK IS STANDARD STATION DISK IN CONCRETE, PROJECTING
 OQ0862'ABOUT 2 INCHES ABOVE GROUND, IN SE CORNER NE 1/4 SEC. 30, T 103 N,
 OQ0862'R 52 W, ON LAND OWNED BY HUGH GILMORE AND OCCUPIED BY EARL
 OQ0862'MC CABE, 69 FEET N OF FENCE ON THE E AND W CENTER LINE OF SECTION,
 OQ0862'39 FEET W OF CENTER LINE OF SECTION-LINE ROAD, 6 FEET W OF W
 OQ0862'RIGHT-OF-WAY FENCE, AND AT THE TOP OF SECOND RIDGE S OF
 OQ0862'CROSSROADS AT NE CORNER OF SECTION (IT IS NOT 5843 FEET S OF
 OQ0862'CROSS ROAD BUT ABOUT 1/2 MILE).
 OQ0862'
 OQ0862'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE,
 OQ0862'FLUSH WITH GROUND, AT N SIDE OF FIRST RIDGE S OF ABOVE MENTIONED
 OQ0862'CROSSROADS, ABOUT 0.2 MILE S OF NE CORNER OF SECTION, 40 FEET W OF
 OQ0862'CENTER LINE OF SECTION-LINE ROAD, AND AT THE W RIGHT-OF-WAY
 OQ0862'FENCE LINE.
 OQ0862'
 OQ0862'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE,
 OQ0862'PROJECTING ABOUT 2 INCHES ABOVE GROUND, IN RIGHT-OF-WAY OF
 OQ0862'SECTION-LINE ROAD, 36 FEET E OF CENTER LINE OF ROAD, 7 FEET W OF
 OQ0862'E RIGHT-OF-WAY FENCE, AND 74.8 FEET E OF STATION.  ONE SIDE OF
 OQ0862'CONCRETE BLOCK HAS BEEN EXPOSED BY GRADING OPERATIONS BUT THE
 OQ0862'MARK IS STILL FIRMLY IN PLACE.
 OQ0862
 OQ0862                          STATION RECOVERY (1971)
 OQ0862
 OQ0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0862'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 OQ0862'MARK NO. 1 (AZIMUTH MARK), WAS NOT FOUND AND IS BELIEVED TO HAVE
 OQ0862'BEEN DESTROYED BY GRADING OPERATIONS.  REFERENCE MARK NO. 2 WAS
 OQ0862'FOUND DESTROYED, THE TOP OF THE MONUMENT WITH THE DISK INTACT WAS
 OQ0862'FOUND BROKEN OFF, APPARENTLY BY GRADING OPERATIONS.  REFERENCE
 OQ0862'MARKS NO.  3 AND NO. 4, AND A NEW AZIMUTH MARK WERE SET.  THE DISK
 OQ0862'WAS REMOVED FROM REFERENCE MARK NO. 2 AT THIS TIME.
 OQ0862'
 OQ0862'A NEW DESCRIPTION FOLLOWS--
 OQ0862'
 OQ0862'THE STATION IS LOCATED ABOUT 1-3/4 MILES WEST AND 3-1/2 MILES NORTH
 OQ0862'OF HUMBOLDT, IN THE SE CORNER OF THE NE 1/4 OF SEC. 30, T 103
 OQ0862'N, R 52 W, IN A CULTIVATED FIELD ON A HIGH RIDGE.
 OQ0862'
 OQ0862'THE STATION MARK IS A STANDARD DISK STAMPED HUMBOLT 1927, SET
 OQ0862'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS
 OQ0862'69 FEET NORTH OF A T FENCE CORNER, 39 FEET WEST OF THE CENTER
 OQ0862'OF GRADED ROAD, 26 FEET NORTH OF NORTH END OF FIELD ENTRANCE
 OQ0862'GATE, 6 FEET WEST OF FENCE LINE, AND 2.3 FEET NORTH OF A METAL
 OQ0862'WITNESS POST.
 OQ0862'
 OQ0862'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HUMBOLT 1927
 OQ0862'NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OQ0862'6-INCHES.  IT IS 32 FEET EAST OF THE CENTER OF THE ROAD, 9 FEET
 OQ0862'SOUTH OF A SOUTH GATE POST, 0.5 WEST OF A FENCE LINE, AND 1.2 FEET
 OQ0862'NORTH OF A METAL WITNESS POST.
 OQ0862'
 OQ0862'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HUMBOLT 1927
 OQ0862'NO 4 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OQ0862'4-INCHES.  IT IS 36 FEET WEST OF THE CENTER OF THE ROAD, 2.0
 OQ0862'FEET NORTH OF A T FENCE CORNER, AND 0.5 FOOT WEST OF A FENCE.
 OQ0862'
 OQ0862'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUMBOLT 1927 1971,
 OQ0862'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 OQ0862'IS 35 FEET EAST OF THE CENTER OF THE ROAD, 0.5 FOOT WEST OF A
 OQ0862'FENCE, AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 OQ0862'
 OQ0862'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 OQ0862'AND 38 AT THE NORTHEAST EDGE OF HUMBOLDT, GO NORTH ON HIGHWAY
 OQ0862'19 FOR 4 MILES TO A PAVED CROSSROAD (COUNTY ROAD 122), TURN LEFT
 OQ0862'AND GO WEST ON COUNTY ROAD 122 FOR 2.0 MILES TO A CROSSROAD,
 OQ0862'TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 0.2 MILE TO THE TOP
 OQ0862'OF THE FIRST RIDGE AND THE AZIMUTH MARK ON THE LEFT AS
 OQ0862'DESCRIBED, CONTINUE SOUTH FOR 0.3 MILE TO THE TOP OF THE SECOND
 OQ0862'RIDGE AND THE STATION AS DESCRIBED.
 OQ0862'
 OQ0862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 OQ0862'MILES NNW OF HUMBOLDT
 OQ0862
 OQ0862                          STATION RECOVERY (1992)
 OQ0862
 OQ0862'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 OQ0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0863 ***********************************************************************
 OQ0863  DESIGNATION -  HUMBOLT BELL R 1 WEST MAST
 OQ0863  PID         -  OQ0863
 OQ0863  STATE/COUNTY-  SD/MINNEHAHA
 OQ0863  COUNTRY     -  US
 OQ0863  USGS QUAD   -  HUMBOLDT (2017)
 OQ0863
 OQ0863                         *CURRENT SURVEY CONTROL
 OQ0863  ______________________________________________________________________
 OQ0863* NAD 83(1996) POSITION- 43 43 59.58914(N) 097 04 49.73878(W)   ADJUSTED
 OQ0863  ______________________________________________________________________
 OQ0863  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 OQ0863  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 OQ0863  HORZ ORDER      -  THIRD
 OQ0863
 OQ0863.The horizontal coordinates were established by classical geodetic methods
 OQ0863.and adjusted by the National Geodetic Survey in January 1998.
 OQ0863
 OQ0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0863.GEOID18 height accuracy estimate available here.
 OQ0863
 OQ0863.Click photographs - Photos may exist for this station.
 OQ0863
 OQ0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0863
 OQ0863. The following values were computed from the NAD 83(1996) position.
 OQ0863
 OQ0863;                    North         East     Units Scale Factor Converg.
 OQ0863;SPC SD S     -   160,646.207   861,974.065   MT  0.99990887   +2 14 38.3
 OQ0863;SPC SD S     -   527,053.43  2,827,993.24   sFT  0.99990887   +2 14 38.3
 OQ0863;UTM  14      - 4,844,033.209   654,584.792   MT  0.99989393   +1 19 38.0
 OQ0863
 OQ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5458444033(NAD 83)
 OQ0863
 OQ0863                          SUPERSEDED SURVEY CONTROL
 OQ0863
 OQ0863  NAD 83(1995)-  43 43 59.59338(N)    097 04 49.71645(W) AD(       ) 3
 OQ0863  NAD 83(1986)-  43 43 59.59470(N)    097 04 49.71624(W) AD(       ) 3
 OQ0863  NAD 27      -  43 43 59.67453(N)    097 04 48.50158(W) AD(       ) 3
 OQ0863
 OQ0863.Superseded values are not recommended for survey control.
 OQ0863
 OQ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0863.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0863
 OQ0863_MARKER: 41 = ANTENNA MAST
 OQ0863_STAMPING: HUMBOLT 1927
 OQ0863
 OQ0863  HISTORY     - Date     Condition        Report By
 OQ0863  HISTORY     - 1971     FIRST OBSERVED   NGS
 OQ0863
 OQ0863                          STATION DESCRIPTION
 OQ0863
 OQ0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0863'6 MILES NORTH AND 1/2 MILE WEST OF HUMBOLDT, 4 MILES SOUTH AND
 OQ0863'1/2 MILE WEST OF BUFFALO TRADING POST, IN A FIELD AND NOT ON THE
 OQ0863'HIGHEST POINT IN THE AREA, A STEEL MAST PAINTED RED AND WHITE WITH
 OQ0863'TWO REFLECTORS AT THE TOP, OVERALL HEIGHT 280 FEET.  POINT
 OQ0863'OBSERVED, LIGHT AT THE TOP WHICH IS OFFSET TO THE SOUTH.
 OQ0863'
 OQ0863'LISTED BY THE BELL TELEPHONE CO. IN SIOUX FALLS AS THE SIOUS FALLS,
 OQ0863'R-1 WEST MAST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0861 ***********************************************************************
 QS0861  DESIGNATION -  HUMP BUTTE
 QS0861  PID         -  QS0861
 QS0861  STATE/COUNTY-  SD/CORSON
 QS0861  COUNTRY     -  US
 QS0861  USGS QUAD   -  HUMP BUTTE (2017)
 QS0861
 QS0861                         *CURRENT SURVEY CONTROL
 QS0861  ______________________________________________________________________
 QS0861* NAD 83(1996) POSITION- 45 52 59.17941(N) 101 26 44.03836(W)   ADJUSTED
 QS0861* NAVD 88 ORTHO HEIGHT -   704.    (meters)     2310.    (feet) SCALED
 QS0861  ______________________________________________________________________
 QS0861  GEOID HEIGHT    -        -20.264 (meters)                     GEOID18
 QS0861  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 QS0861  HORZ ORDER      -  SECOND
 QS0861
 QS0861.The horizontal coordinates were established by classical geodetic methods
 QS0861.and adjusted by the National Geodetic Survey in January 1998.
 QS0861
 QS0861.The orthometric height was scaled from a topographic map.
 QS0861
 QS0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0861.GEOID18 height accuracy estimate available here.
 QS0861
 QS0861.Click photographs - Photos may exist for this station.
 QS0861
 QS0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0861
 QS0861. The following values were computed from the NAD 83(1996) position.
 QS0861
 QS0861;                    North         East     Units Scale Factor Converg.
 QS0861;SPC SD N     -   228,790.491   487,787.047   MT  1.00004469   -1 01 23.1
 QS0861;SPC SD N     -   750,623.47  1,600,348.00   sFT  1.00004469   -1 01 23.1
 QS0861;UTM  14      - 5,083,968.168   310,237.475   MT  1.00004271   -1 45 22.5
 QS0861
 QS0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0861!SPC SD N     -   0.99989275  x   1.00004469  =   0.99993743
 QS0861!UTM  14      -   0.99989275  x   1.00004271  =   0.99993545
 QS0861
 QS0861:                Primary Azimuth Mark                     Grid Az
 QS0861:SPC SD N     -  HUMP BUTTE AZ MK                         020 02 54.0
 QS0861:UTM  14      -  HUMP BUTTE AZ MK                         020 46 53.4
 QS0861
 QS0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1023783968(NAD 83)
 QS0861
 QS0861|---------------------------------------------------------------------|
 QS0861| PID    Reference Object                     Distance      Geod. Az  |
 QS0861|                                                           dddmmss.s |
 QS0861| CQ7885 HUMP BUTTE RM 4 AZIMUTH                            0175028.0 |
 QS0861| CQ7881 HUMP BUTTE AZ MK                                   0190130.9 |
 QS0861| CQ7884 HUMP BUTTE RM 3                      19.600 METERS 02205     |
 QS0861| CQ7882 HUMP BUTTE RM 1                      19.528 METERS 02320     |
 QS0861| QS0856 MCINTOSH ST BONAVENTURE CH          APPROX. 8.5 KM 0591730.9 |
 QS0861| QS0857 MCINTOSH MUNICIPAL TANK             APPROX. 8.5 KM 0592210.2 |
 QS0861| CQ7883 HUMP BUTTE RM 2                      17.992 METERS 24145     |
 QS0861| QS0927 WATAUGA EQUITY EXCH ELEV S GAB      APPROX. 8.7 KM 2992355.4 |
 QS0861|---------------------------------------------------------------------|
 QS0861
 QS0861                          SUPERSEDED SURVEY CONTROL
 QS0861
 QS0861  NAD 83(1986)-  45 52 59.17084(N)    101 26 44.03494(W) AD(       ) 2
 QS0861  NAD 27      -  45 52 59.16200(N)    101 26 42.55300(W) AD(       ) 2
 QS0861
 QS0861.Superseded values are not recommended for survey control.
 QS0861
 QS0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0861.See file dsdata.pdf to determine how the superseded data were derived.
 QS0861
 QS0861_MARKER: DS = TRIANGULATION STATION DISK
 QS0861_SETTING: 66 = SET IN ROCK OUTCROP
 QS0861_STAMPING: HUMP BUTTE 1952
 QS0861_MARK LOGO: CGS
 QS0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0861+STABILITY: POSITION/ELEVATION WELL
 QS0861
 QS0861  HISTORY     - Date     Condition        Report By
 QS0861  HISTORY     - 1952     MONUMENTED       CGS
 QS0861  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QS0861  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QS0861
 QS0861                          STATION DESCRIPTION
 QS0861
 QS0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0861'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF MC INTOSH, ON THE
 QS0861'HIGHEST POINT OF HUMP BUTTE, IN SECTION 7, T 22 N, R 22 E, ON LAND
 QS0861'OWNED BY GEORGE GREGSON.
 QS0861'
 QS0861'TO REACH THE STATION FROM THE WATER TANK IN MC INTOSH, GO WEST
 QS0861'ON U.S. HIGHWAY 12 FOR 4.15 MILES TO A CROSS ROAD, TURN LEFT AND
 QS0861'GO SOUTH ON GRADED DIRT ROAD FOR 2.15 MILES TO A CROSS ROAD,
 QS0861'TURN RIGHT AND GO WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 QS0861'RIGHT, CONTINUE WEST FOR 0.35 MILE TO THE GREGSON HOME ON THE
 QS0861'LEFT, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO A GATE AT THE
 QS0861'NORTHWEST CORNER OF THE BARN, PASS THROUGH GATE AND GO SOUTHWEST FOR
 QS0861'200 FEET TO THE GATE AT THE SOUTHEAST CORNER OF A TOOL SHED,
 QS0861'PASS THROUGH GATE AND GO SOUTHEAST ACROSS COUNTRY FOR 0.4
 QS0861'MILE TO A FENCE CORNER, BEAR RIGHT AND GO SOUTH UP STEEP
 QS0861'GRADE FOR 0.1 MILE TO THE HIGHEST POINT OF BUTTE AND
 QS0861'STATION.
 QS0861'
 QS0861'THE STATION MARK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 QS0861'BEDROCK.  THE DISK IS STAMPED HUMP BUTTE 1952.
 QS0861'
 QS0861'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 QS0861'BEDROCK.  THE DISK IS STAMPED HUMP BUTTE NO 1 1952.
 QS0861'
 QS0861'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 QS0861'BEDROCK.  THE DISK IS STAMPED HUMP BUTTE NO 2 1952.
 QS0861'
 QS0861'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 QS0861'2 FEET WEST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT SOUTH OF A
 QS0861'WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 QS0861'STAMED HUMP BUTTE 1952.
 QS0861
 QS0861                          STATION RECOVERY (1972)
 QS0861
 QS0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0861'STATION MARK HAS BEEN REMOVED FROM BEDROCK
 QS0861'
 QS0861'R.M. 1 HAS BEEN REMOVED FROM BEDROCK
 QS0861'
 QS0861'R.M. 2 IS OK
 QS0861'
 QS0861'AZ. MK. IS OK
 QS0861
 QS0861                          STATION RECOVERY (1974)
 QS0861
 QS0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QS0861'THE STATION WAS VISITED IN 1973.  THE STATION MARK DISK, AND
 QS0861'REFERENCE MARK DISK NO. 1 HAD BEEN BROKEN OFF BY VANDALS, THE
 QS0861'STEMS OF THE DISKS REMAINED IN GOOD CONDITION IN THE BEDROCK.
 QS0861'THE AZIMUTH MARK WAS FOUND DESTROYED, APPARENTLY IT HAS BEEN
 QS0861'GRADED OUT DURING ROAD IMPROVEMENTS.  REFERENCE MARK NO. 3 WAS
 QS0861'SET AT THIS TIME.  IN 1974 THE POSITION OF THE CENTER OF THE
 QS0861'STATION MARK STEM WAS HELD, THE STEM REMOVED, THE HOLE DRILLED
 QS0861'DEEPER, AND A NEW STATION MARK SET.  A NEW AZIMUTH MARK WAS SET.
 QS0861'THE CENTER OF THE REFERENCE MARK NO. 1 STEM WAS OBSERVED FOR A
 QS0861'CHECK AND LEFT INTACT AS FOUND.
 QS0861'
 QS0861'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF MC INTOSH, ON
 QS0861'THE HIGHWAY PART OF HUMP BUTTE, IN SEC. 7, T 22 N, R 22 E, ON
 QS0861'PASTURE LAND OWNED BY MR. RAY EVENSON.
 QS0861'
 QS0861'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 QS0861'HIGHWAY 12 AT THE NORTH EDGE OF MC INTOSH, GO WEST 4.0 MILES ON
 QS0861'HIGHWAY 12 TO A GRAVELED CROSSROAD, TURN LEFT AND GO SOUTH ON
 QS0861'THE GRAVELED ROAD 2.1 MILES TO A CROSSROAD, TURN RIGHT AND GO
 QS0861'WEST 0.45 MILE TO A T FENCE CORNER AND GATE ON THE RIGHT AND THE
 QS0861'AZIMUTH MARK AS DESCRIBED, CONTINUE WEST ON THE GRADED ROAD 0.35
 QS0861'MILE TO A DRIVEWAY ON THE LEFT INTO MR. RAY EVENSONS FARMSTEAD,
 QS0861'GO THRU THE GATE AT THE NORTHWEST CORNER OF THE BARN, GO SOUTH
 QS0861'ACROSS THE BARNYARD, THENCE SOUTHEAST ACROSS PASTURE 0.5 MILE
 QS0861'TO A POINT IN THE SLOPE OF THE NORTH SIDE OF THE HILL WHERE A
 QS0861'SMALL PIT HAS BEEN DUG OUT AND E.T.T.* THIS IS JUST WEST OF
 QS0861'BEING ON LINE WITH A NORTH-SOUTH FENCE AT THE EAST EDGE OF THE
 QS0861'PASTURE.  FROM E.T.T. PACK SOUTH AND SOUTHEAST UP THE HILL
 QS0861'ABOUT 200 YARDS TO THE STATION AS DESCRIBED.
 QS0861'
 QS0861'THE STATION MARK IS A STANDARD DISK STAMPED HUMP BUTTE 1952 1974,
 QS0861'SET IN A DRILL HOLE IN OUT-CROPPING BEDROCK WHICH MEASURES ABOUT
 QS0861'12 X 24-INCHES AND PROJECTS ABOUT 3-INCHES.  IT IS NEAR THE CENTER
 QS0861'OF THE TOP OF THE RIDGE LEADING TO THE SOUTH, THERE ARE SOME
 QS0861'LARGE ROUGH ROCK OUT-CROPS TO THE NORTH OF THE STATION.
 QS0861'
 QS0861'*REF--END OF TRUCK TRAVEL
 QS0861'
 QS0861'REFERENCE MARK NO. 1 IS THE STEM OF THE ORIGINAL DISK SET IN A
 QS0861'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND, THE BEDROCK HAS AN
 QS0861'EXPOSED AREA OF ABOUT 1-1/2 X 6-FEET AND IS ABOUT 3-FEET LOWER
 QS0861'THEN THE STATION MARK.
 QS0861'
 QS0861'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HUMP BUTTE NO 2
 QS0861'1952, SET IN A DRILL HOLE IN AN OUT-CROPPING BEDROCK WHICH
 QS0861'MEASURES ABOUT 3 X 6 FEET WITH THE MARK ABOUT 18-INCHES ABOVE
 QS0861'THE GROUND.  IT IS ON THE SOUTHWEST SLOPE OF THE HILL AND IS
 QS0861'ABOUT 12 FEET LOWER THEN THE STATION.
 QS0861'
 QS0861'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HUMP BUTTE 1952
 QS0861'NO 3 1973, SET IN A DRILL HOLE IN THE SAME BEDROCK AS REFERENCE
 QS0861'MARK NO. 1.
 QS0861'
 QS0861'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HUMP
 QS0861'BUTTE 1952 NO 4 1974 AZ, SET IN THE TOP OF A ROUND CONCRETE
 QS0861'MONUMENT WHICH PROJECTS 8-INCHES.  IT IS ABOUT 150 FEET EAST OF THE
 QS0861'T FENCE CORNER, 35 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 QS0861'1.5 FEET WEST OF A METAL WITNESS POST, AND IN THE NORTH
 QS0861'RIGHT-OF-WAY FENCE LINE.
 QS0861'
 QS0861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5
 QS0861'MILES SW OF MC INTOSH
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0844 ***********************************************************************
 OQ0844  DESIGNATION -  HUNTIMER
 OQ0844  PID         -  OQ0844
 OQ0844  STATE/COUNTY-  SD/MINNEHAHA
 OQ0844  COUNTRY     -  US
 OQ0844  USGS QUAD   -  COLTON (2017)
 OQ0844
 OQ0844                         *CURRENT SURVEY CONTROL
 OQ0844  ______________________________________________________________________
 OQ0844* NAD 83(1996) POSITION- 43 50 02.53832(N) 096 55 44.68983(W)   ADJUSTED
 OQ0844* NAVD 88 ORTHO HEIGHT -   509.    (meters)     1670.    (feet) SCALED
 OQ0844  ______________________________________________________________________
 OQ0844  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 OQ0844  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 OQ0844  HORZ ORDER      -  SECOND
 OQ0844
 OQ0844.The horizontal coordinates were established by classical geodetic methods
 OQ0844.and adjusted by the National Geodetic Survey in January 1998.
 OQ0844
 OQ0844.The orthometric height was scaled from a topographic map.
 OQ0844
 OQ0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0844.GEOID18 height accuracy estimate available here.
 OQ0844
 OQ0844.Click photographs - Photos may exist for this station.
 OQ0844
 OQ0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0844
 OQ0844. The following values were computed from the NAD 83(1996) position.
 OQ0844
 OQ0844;                    North         East     Units Scale Factor Converg.
 OQ0844;SPC SD S     -   172,326.292   873,701.887   MT  0.99991394   +2 20 54.3
 OQ0844;SPC SD S     -   565,373.84  2,866,470.27   sFT  0.99991394   +2 20 54.3
 OQ0844;UTM  14      - 4,855,524.522   666,497.776   MT  0.99994097   +1 26 04.5
 OQ0844
 OQ0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0844!SPC SD S     -   0.99992420  x   0.99991394  =   0.99983815
 OQ0844!UTM  14      -   0.99992420  x   0.99994097  =   0.99986518
 OQ0844
 OQ0844:                Primary Azimuth Mark                     Grid Az
 OQ0844:SPC SD S     -  HUNTIMER AZ MK 2                         190 18 56.9
 OQ0844:UTM  14      -  HUNTIMER AZ MK 2                         191 13 46.7
 OQ0844
 OQ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6649755524(NAD 83)
 OQ0844
 OQ0844|---------------------------------------------------------------------|
 OQ0844| PID    Reference Object                     Distance      Geod. Az  |
 OQ0844|                                                           dddmmss.s |
 OQ0844| OQ0843 WILLOW CREEK LUTH CH SPIRE          APPROX.10.6 KM 1170419.3 |
 OQ0844| CO3750 HUNTIMER RM 1                        40.871 METERS 12733     |
 OQ0844| CO3748 HUNTIMER AZ MK                                     1914845.8 |
 OQ0844| CO3749 HUNTIMER AZ MK 2                                   1923951.2 |
 OQ0844| OQ0863 HUMBOLT BELL R 1 WEST MAST          APPROX.16.6 KM 2272755.6 |
 OQ0844| CO3751 HUNTIMER RM 2                        39.222 METERS 23048     |
 OQ0844| OQ0853 ST JACOBS LUTH CH STEEPLE           APPROX.10.2 KM 2515427.4 |
 OQ0844| CO3752 HUNTIMER RM 3                        34.659 METERS 26234     |
 OQ0844| OQ0845 ST JOSEPH CATH CH STEEPLE            68.610 METERS 27432     |
 OQ0844| OQ0846 ST JOSEPH CATH CH NEW STEEPLE       108.169 METERS 30020     |
 OQ0844| CO3753 HUNTIMER RM 4                        35.729 METERS 30803     |
 OQ0844|---------------------------------------------------------------------|
 OQ0844
 OQ0844                          SUPERSEDED SURVEY CONTROL
 OQ0844
 OQ0844  NAD 83(1986)-  43 50 02.54283(N)    096 55 44.66781(W) AD(       ) 2
 OQ0844  NAD 27      -  43 50 02.63200(N)    096 55 43.46500(W) AD(       ) 2
 OQ0844
 OQ0844.Superseded values are not recommended for survey control.
 OQ0844
 OQ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0844.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0844
 OQ0844_MARKER: DS = TRIANGULATION STATION DISK
 OQ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0844_STAMPING: HUNTIMER 1949
 OQ0844_MARK LOGO: CGS
 OQ0844_PROJECTION: FLUSH
 OQ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0844+STABILITY: SURFACE MOTION
 OQ0844
 OQ0844  HISTORY     - Date     Condition        Report By
 OQ0844  HISTORY     - 1949     MONUMENTED       CGS
 OQ0844  HISTORY     - 1953     GOOD             CGS
 OQ0844  HISTORY     - 1966     MARK NOT FOUND   CGS
 OQ0844  HISTORY     - 1971     GOOD             NGS
 OQ0844
 OQ0844                          STATION DESCRIPTION
 OQ0844
 OQ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0844'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF COLTON AND 1 MILE
 OQ0844'SOUTH OF THE MINNEHAHA-LAKE COUNTY LINE, ON LAND OWNED BY MR.
 OQ0844'ED HUNTIMER.  IT IS 127 FEET EAST OF THE NORTHEAST CORNER OF A
 OQ0844'FARM HOME AND 53 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD.
 OQ0844'THE MARK IS STAMPED HUNTIMER 1949 AND IS SET FLUSH WITH THE
 OQ0844'GROUND.
 OQ0844'
 OQ0844'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTERLINE OF A
 OQ0844'GRAVEL ROAD, 2 FEET NORTH OF A FENCELINE, AND 1 FOOT NORTHWEST
 OQ0844'OF A TELEPHONE POLE.  THE MARK IS STAMPED HUNTIMER NO 1 1949 AND
 OQ0844'PROJECTS ABOUT 5 INCHES.
 OQ0844'
 OQ0844'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTERLINE OF A
 OQ0844'GRAVEL ROAD, 1.5 FEET NORTH OF A FENCELINE AND 1 FOOT EAST OF A
 OQ0844'TELEPHONE POLE.  THE MARK IS STAMPED HUNTIMER NO 2 1949 AND
 OQ0844'PROJECTS ABOUT 4 INCHES.
 OQ0844'
 OQ0844'AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 OQ0844'2.5 FEET EAST NORTHEAST OF A WHITE WITNESS POST AND 2 FEET NORTH
 OQ0844'OF A POWER LINE POLE.  THE MARK IS STAMPED HUNTIMER 1949 AND
 OQ0844'PROJECTS ABOUT 6 INCHES.
 OQ0844'
 OQ0844'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF COLTON,
 OQ0844'GO WEST FOR 0.2 MILE TO CROSSROADS, TURN RIGHT (NORTH) AND GO
 OQ0844'2.85 MILE TO AZIMUTH MARK ON LEFT SIDE OF ROAD AS DESCRIBED,
 OQ0844'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A CROSSROADS AND CHURCH
 OQ0844'ON RIGHT, TURN EAST (RIGHT) FOR 0.15 MILE TO STATION ON LEFT AS
 OQ0844'DESCRIBED.
 OQ0844'
 OQ0844'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OQ0844
 OQ0844                          STATION RECOVERY (1953)
 OQ0844
 OQ0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CSA)
 OQ0844'LETTER OF MR. C.S. ANDERBERG, COLTON, SOUTH DAKOTA DATED NOVEMBER
 OQ0844'9 AND NOVEMBER 17 1953--
 OQ0844'
 OQ0844'FOUND TWO CS AND GS MARKERS PLOWED OUT DUE TO GRADING OF THE
 OQ0844'ROAD ALONG THE NORTH SIDE NEAR THE NW COR OF SEC 11 TWP 104
 OQ0844'R 51 W.
 OQ0844'
 OQ0844'REFERENCE MARK DISK STAMPED HUNTIMER NO 2 1949 RECEIVED AT OFFICE
 OQ0844'11/24/53.  PROBABLY R.M. NO. 1 WAS OTHER MARKER FOUND DISTURBED.
 OQ0844
 OQ0844                          STATION RECOVERY (1966)
 OQ0844
 OQ0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OQ0844'THE REFERENCE MARKS AND THE AZIMUTH MARK HAS BEEN DESTROYED.  A
 OQ0844'SEARCH WAS MADE FOR THE STATION MARK AND BELIEVE TO BE DESTROYED
 OQ0844'DUE TO A TREE FARM AT THE LOCATION OF THE MARK.  MR. ED HUNTIMER
 OQ0844'NO LONGER LIVES AT THE RANCH HOUSE.
 OQ0844
 OQ0844                          STATION RECOVERY (1971)
 OQ0844
 OQ0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0844'THE STATION MARK WAS FOUND IN GOOD CONDITION.  IT HAD PREVIOUSLY
 OQ0844'BEEN REPORTED AS BELIEVED TO BE DESTROYED.  THE MARK IS IN A
 OQ0844'SMALL PLOT OF GROUND WHICH HAS BEEN USED AS PERMANENT PASTURE,
 OQ0844'MR. L.V. HUNTIMER, A NEIGHBORING FARMER, STATED THAT HE DOES NOT
 OQ0844'RECALL THAT PLOT OF GROUND BEING CULTIVATED SINCE THE STATION WAS
 OQ0844'SET.  REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH MARK ARE
 OQ0844'BELIEVED TO HAVE BEEN DESTROYED BY ROAD IMPROVEMENTS AS
 OQ0844'PREVIOUSLY REPORTED.  REFERENCE MARKS NO. 3 AND NO. 4 AND A NEW
 OQ0844'AZIMUTH MARK WERE SET.
 OQ0844'
 OQ0844'A NEW DESCRIPTION FOLLOWS--
 OQ0844'
 OQ0844'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF COLTON AND 1 MILE
 OQ0844'SOUTH OF THE MINNEHAHA-LAKE COUNTY LINE, JUST EAST OF THE
 OQ0844'ST. JOSEPH CATHOLIC CHURCH YARD, ON PROPERTY OWNED BY MRS. FRED
 OQ0844'HENRICH WHO LIVES 3-1/2 MILES EAST OF THE STATION.
 OQ0844'
 OQ0844'THE STATION MARK IS A STANDARD DISK STAMPED HUNTIMER 1949, SET IN
 OQ0844'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 440 FEET
 OQ0844'EAST OF CENTER OF THE CROSSROADS INTERSECTION, 238 FEET SOUTHEAST
 OQ0844'OF THE SOUTHEAST CORNER OF THE CHURCH, 92 FEET EAST OF THE
 OQ0844'SOUTHEAST CORNER OF THE CHURCHYARD, 50 FEET NORTH OF THE CENTER OF
 OQ0844'THE EAST-WEST ROAD, AND 1.2 FEET FEET SOUTH OF A METAL
 OQ0844'WITNESS POST.
 OQ0844'
 OQ0844'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HUNTIMER 1949
 OQ0844'NO 3 1971, SET IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 176
 OQ0844'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 32 FEET
 OQ0844'NORTH OF THE CENTER OF THE ROAD, 22 FEET WEST OF THE SOUTHEAST
 OQ0844'CORNER OF THE CHURCHYARD, AND 1.5 FEET WEST OF THE EAST END OF
 OQ0844'THE SIDEWALK.
 OQ0844'
 OQ0844'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HUNTIMER 1949 NO
 OQ0844'4 1971, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 OQ0844'IS 122 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH,
 OQ0844'120 FEET NORTH OF THE CENTER OF THE ROAD, 10 FEET SOUTH OF A
 OQ0844'30-INCH TREE, AND 1.0 FOOT WEST OF THE EAST FENCE OF THE
 OQ0844'CHURCHYARD.
 OQ0844'
 OQ0844'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUNTIMER 1949 1971,
 OQ0844'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 OQ0844'ON HIGH GROUND BETWEEN COUNTY ROAD 149 AND THE RAILROAD TRACKS, 76
 OQ0844'FEET EAST OF THE EAST RAIL, 66 FEET WEST OF THE CENTER OF THE
 OQ0844'ROAD, 13 FEET WEST OF A POWER POLE, AND 1.5 FEET NORTH OF A METAL
 OQ0844'WITNESS POST.
 OQ0844'
 OQ0844'TO REACH THE STATION FROM THE POST OFFICE IN COLTON, GO WEST 0.2
 OQ0844'MILE TO A CROSSROAD INTERSECTION, TURN RIGHT AND GO NORTH ON
 OQ0844'COUNTY ROAD 149 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE LEFT
 OQ0844'AS DESCRIBED, CONTINUE NORTH FOR 0.45 MILE TO THE CROSSROAD
 OQ0844'INTERSECTION WITH COUNTY ROAD 104, AND THE STATION 440 FEET TO
 OQ0844'THE EAST AS DESCRIBED.
 OQ0844'
 OQ0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0844'3 MILES NORTH OF COLTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0739 ***********************************************************************
 OT0739  DESIGNATION -  HURLEY
 OT0739  PID         -  OT0739
 OT0739  STATE/COUNTY-  SD/PENNINGTON
 OT0739  COUNTRY     -  US
 OT0739  USGS QUAD   -  CONATA (2017)
 OT0739
 OT0739                         *CURRENT SURVEY CONTROL
 OT0739  ______________________________________________________________________
 OT0739* NAD 83(1996) POSITION- 43 43 22.79897(N) 102 09 00.06919(W)   ADJUSTED
 OT0739* NAVD 88 ORTHO HEIGHT -   792.5   (meters)     2600.    (feet) VERTCON3
 OT0739  ______________________________________________________________________
 OT0739  GEOID HEIGHT    -        -19.380 (meters)                     GEOID18
 OT0739  LAPLACE CORR    -         -7.28  (seconds)                    DEFLEC18
 OT0739  HORZ ORDER      -  FIRST
 OT0739
 OT0739.The horizontal coordinates were established by classical geodetic methods
 OT0739.and adjusted by the National Geodetic Survey in January 1998.
 OT0739
 OT0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0739
 OT0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0739.GEOID18 height accuracy estimate available here.
 OT0739
 OT0739.Click photographs - Photos may exist for this station.
 OT0739
 OT0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0739
 OT0739. The following values were computed from the NAD 83(1996) position.
 OT0739
 OT0739;                    North         East     Units Scale Factor Converg.
 OT0739;SPC SD S     -   155,980.855   453,639.410   MT  0.99990853   -1 15 11.7
 OT0739;SPC SD S     -   511,747.19  1,488,315.30   sFT  0.99990853   -1 15 11.7
 OT0739;UTM  13      - 4,845,055.578   729,559.404   MT  1.00024822   +1 58 14.5
 OT0739
 OT0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0739!SPC SD S     -   0.99987879  x   0.99990853  =   0.99978733
 OT0739!UTM  13      -   0.99987879  x   1.00024822  =   1.00012698
 OT0739
 OT0739:                Primary Azimuth Mark                     Grid Az
 OT0739:SPC SD S     -  HURLEY AZ MK                             132 30 49.8
 OT0739:UTM  13      -  HURLEY AZ MK                             129 17 23.6
 OT0739
 OT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2955945055(NAD 83)
 OT0739
 OT0739|---------------------------------------------------------------------|
 OT0739| PID    Reference Object                     Distance      Geod. Az  |
 OT0739|                                                           dddmmss.s |
 OT0739| CQ4046 HURLEY RM 1                          43.876 METERS 12254     |
 OT0739| CQ4045 HURLEY AZ MK                                       1311538.1 |
 OT0739| OT0737 ST CECELIA CHURCH CUPOLA            APPROX.14.7 KM 1585000.7 |
 OT0739| CQ4047 HURLEY RM 2                          46.505 METERS 21757     |
 OT0739|---------------------------------------------------------------------|
 OT0739
 OT0739                          SUPERSEDED SURVEY CONTROL
 OT0739
 OT0739  NAD 83(1995)-  43 43 22.79256(N)    102 09 00.07168(W) AD(       ) 1
 OT0739  NAD 83(1986)-  43 43 22.79060(N)    102 09 00.07193(W) AD(       ) 1
 OT0739  NAD 27      -  43 43 22.82000(N)    102 08 58.50200(W) AD(       ) 1
 OT0739  NGVD 29 (07/19/86)  792.0    (m)         2598.     (f) VERT ANG       
 OT0739
 OT0739.Superseded values are not recommended for survey control.
 OT0739
 OT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0739.See file dsdata.pdf to determine how the superseded data were derived.
 OT0739
 OT0739_MARKER: DS = TRIANGULATION STATION DISK
 OT0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0739_STAMPING: HURLEY 1934
 OT0739_MARK LOGO: CGS
 OT0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0739+STABILITY: SURFACE MOTION
 OT0739
 OT0739  HISTORY     - Date     Condition        Report By
 OT0739  HISTORY     - 1934     MONUMENTED       CGS
 OT0739  HISTORY     - 1936     GOOD             CGS
 OT0739  HISTORY     - 1982     GOOD             SDDT
 OT0739
 OT0739                          STATION DESCRIPTION
 OT0739
 OT0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0739'STATION IS ABOUT 2-1/2 MILES E OF CONATA AND IS ON THE HIGHEST
 OT0739'POINT OF A HIGH, PROMINENT BUTTE LOCALLY KNOWN AS HURLEY BUTTE.
 OT0739'THE STATION IS NEAR THE N EDGE OF THE BUTTE ON A SMALL RISE
 OT0739'WHICH IS ABOVE THE TABLE LAND.
 OT0739'
 OT0739'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0739'BRONZE DISKS SET IN CONCRETE.
 OT0739'
 OT0739'REFERENCE MARK NO. 1 IS SE AND NO. 2 IS SW OF THE STATION.
 OT0739'
 OT0739'THE AZIMUTH MARK IS ABOUT 0.6 MILE SE OF STATION.  IT IS ON FLAT
 OT0739'TOP OF BUTTE AND ABOUT 80 YARDS N OF S EDGE OF BUTTE.
 OT0739'
 OT0739'ALL MARKS PROJECT 8 INCHES.
 OT0739'
 OT0739'A TEN-FOOT STAND WAS ERECTED.
 OT0739
 OT0739                          STATION RECOVERY (1936)
 OT0739
 OT0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0739'STATION AND MARKS FOUND IN GOOD CONDITION.
 OT0739'
 OT0739'TO REACH FROM CONATA GO S 0.5 MILE TO ROUTE 40, GO S AND E ON
 OT0739'ROUTE 40 FOR 2.8 MILES, TURN LEFT N AND FOLLOW ALONG W SIDE OF
 OT0739'N-S FENCE 0.4 MILE TO TOP OF BUTTE.  HERE GO NW 0.2 MILE TO
 OT0739'HIGHEST POINT AND STATION NEAR N SIDE OF BUTTE.
 OT0739'
 OT0739'ALL LINES VISIBLE FROM GROUND.
 OT0739
 OT0739                          STATION RECOVERY (1982)
 OT0739
 OT0739'RECOVERY NOTE BY SD DEPT OF TRANSP 1982 (DWH)
 OT0739'HURLEY RECOVERED GOOD.
 OT0739'
 OT0739'RM NO. 1 RECOVERED GOOD.
 OT0739'
 OT0739'RM NO. 2 RECOVERED GOOD.
 OT0739'
 OT0739'AZI RECOVERED GOOD.
 OT0739'
 OT0739'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MI. E. OF CONOTA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0887 ***********************************************************************
 OQ0887  DESIGNATION -  HURLEY TANK
 OQ0887  PID         -  OQ0887
 OQ0887  STATE/COUNTY-  SD/TURNER
 OQ0887  COUNTRY     -  US
 OQ0887  USGS QUAD   -  HURLEY (2017)
 OQ0887
 OQ0887                         *CURRENT SURVEY CONTROL
 OQ0887  ______________________________________________________________________
 OQ0887* NAD 83(1996) POSITION- 43 16 59.27492(N) 097 02 18.31176(W)   ADJUSTED
 OQ0887  ______________________________________________________________________
 OQ0887  GEOID HEIGHT    -        -26.220 (meters)                     GEOID18
 OQ0887  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 OQ0887  HORZ ORDER      -  THIRD
 OQ0887
 OQ0887.The horizontal coordinates were established by classical geodetic methods
 OQ0887.and adjusted by the National Geodetic Survey in January 1998.
 OQ0887
 OQ0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0887.GEOID18 height accuracy estimate available here.
 OQ0887
 OQ0887.Click photographs - Photos may exist for this station.
 OQ0887
 OQ0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0887
 OQ0887. The following values were computed from the NAD 83(1996) position.
 OQ0887
 OQ0887;                    North         East     Units Scale Factor Converg.
 OQ0887;SPC SD S     -   110,817.632   867,343.029   MT  0.99992390   +2 16 22.8
 OQ0887;SPC SD S     -   363,574.18  2,845,607.92   sFT  0.99992390   +2 16 22.8
 OQ0887;UTM  14      - 4,794,125.098   659,150.992   MT  0.99991158   +1 20 42.5
 OQ0887
 OQ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5915094125(NAD 83)
 OQ0887
 OQ0887                          SUPERSEDED SURVEY CONTROL
 OQ0887
 OQ0887  NAD 83(1995)-  43 16 59.27754(N)    097 02 18.30776(W) AD(       ) 3
 OQ0887  NAD 83(1986)-  43 16 59.28142(N)    097 02 18.29847(W) AD(       ) 3
 OQ0887  NAD 27      -  43 16 59.36000(N)    097 02 17.14000(W) AD(       ) 3
 OQ0887
 OQ0887.Superseded values are not recommended for survey control.
 OQ0887
 OQ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0887.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0887
 OQ0887_MARKER: 51 = TANK
 OQ0887
 OQ0887  HISTORY     - Date     Condition        Report By
 OQ0887  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0887
 OQ0887                          STATION DESCRIPTION
 OQ0887
 OQ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0887'POINT OBSERVED UPON WAS FINIAL OF WATER TANK LOCATED IN THE
 OQ0887'TOWN OF HURLEY, PROBABLY MUNICIPAL.  STATION WAS NOT VISITED.
 OQ0887'
 OQ0887'OBSERVED UPON FROM STATIONS HANNAH AND MURRAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0097 ***********************************************************************
 PS0097  DESIGNATION -  HURON
 PS0097  PID         -  PS0097
 PS0097  STATE/COUNTY-  SD/BEADLE
 PS0097  COUNTRY     -  US
 PS0097  USGS QUAD   -  HURON (2017)
 PS0097
 PS0097                         *CURRENT SURVEY CONTROL
 PS0097  ______________________________________________________________________
 PS0097* NAD 83(1986) POSITION- 44 21 34.     (N) 098 12 45.     (W)   SCALED
 PS0097* NAVD 88 ORTHO HEIGHT -   389.552 (meters)     1278.06  (feet) ADJUSTED
 PS0097  ______________________________________________________________________
 PS0097  GEOID HEIGHT    -        -25.043 (meters)                     GEOID18
 PS0097  DYNAMIC HEIGHT  -        389.486 (meters)     1277.84  (feet) COMP
 PS0097  MODELED GRAVITY -    980,439.0   (mgal)                       NAVD 88
 PS0097
 PS0097  VERT ORDER      -  FIRST     CLASS II
 PS0097
 PS0097.The horizontal coordinates were scaled from a map and have
 PS0097.an estimated accuracy of +/- 6 seconds.
 PS0097
 PS0097.The orthometric height was determined by differential leveling and
 PS0097.adjusted by the NATIONAL GEODETIC SURVEY
 PS0097.in October 1997.
 PS0097
 PS0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0097.GEOID18 height accuracy estimate available here.
 PS0097
 PS0097.Click photographs - Photos may exist for this station.
 PS0097
 PS0097.The dynamic height is computed by dividing the NAVD 88
 PS0097.geopotential number by the normal gravity value computed on the
 PS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0097.degrees latitude (g = 980.6199 gals.).
 PS0097
 PS0097.The modeled gravity was interpolated from observed gravity values.
 PS0097
 PS0097;                    North         East    Units  Estimated Accuracy
 PS0097;SPC SD N     -    60,040.      742,490.      MT  (+/- 180 meters Scaled)
 PS0097
 PS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ627120(NAD 83)
 PS0097
 PS0097                          SUPERSEDED SURVEY CONTROL
 PS0097
 PS0097  NAVD 88 (06/15/91)  389.563  (m)         1278.09   (f) SUPERSEDED  1 2
 PS0097  NGVD 29 (??/??/92)  389.293  (m)         1277.21   (f) ADJ UNCH    1 2
 PS0097
 PS0097.Superseded values are not recommended for survey control.
 PS0097
 PS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0097.See file dsdata.pdf to determine how the superseded data were derived.
 PS0097
 PS0097_MARKER: DB = BENCH MARK DISK
 PS0097_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0097_SP_SET: FOOTING
 PS0097_STAMPING: HURON 1934
 PS0097_MARK LOGO: CGS
 PS0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0097+STABILITY: SURFACE MOTION
 PS0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0097+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1994
 PS0097
 PS0097  HISTORY     - Date     Condition        Report By
 PS0097  HISTORY     - 1934     MONUMENTED       CGS
 PS0097  HISTORY     - 1964     GOOD             CGS
 PS0097  HISTORY     - 19941021 GOOD             NGS
 PS0097
 PS0097                          STATION DESCRIPTION
 PS0097
 PS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0097'AT HURON.
 PS0097'AT HURON, BEADLE COUNTY, AT WINTER PARK, AT THE CITY WATER TANK,
 PS0097'AND IN THE TOP OF THE CONCRETE BLOCK FOUNDATION.  A STANDARD DISK,
 PS0097'STAMPED HURON 1934.
 PS0097
 PS0097                          STATION RECOVERY (1964)
 PS0097
 PS0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PS0097'RECOVERED IN GOOD CONDITION.
 PS0097
 PS0097                          STATION RECOVERY (1994)
 PS0097
 PS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0097'IN HURON, AT THE INTERSECTION OF KANSAS AVENUE AND FIFTH STREET
 PS0097'SOUTHEAST, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE
 PS0097'CONCRETE FOOTING FOR THE WEST LEG OF A WATER TANK, 132.0 M (433.1 FT)
 PS0097'SOUTH OF THE STREET CENTER, 23.5 M (77.1 FT) EAST OF THE AVENUE
 PS0097'CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 PS0097'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0750 ***********************************************************************
 PS0750  DESIGNATION -  HURON
 PS0750  PID         -  PS0750
 PS0750  STATE/COUNTY-  SD/BEADLE
 PS0750  COUNTRY     -  US
 PS0750  USGS QUAD   -  HURON (2017)
 PS0750
 PS0750                         *CURRENT SURVEY CONTROL
 PS0750  ______________________________________________________________________
 PS0750* NAD 83(1996) POSITION- 44 21 35.65307(N) 098 13 31.66888(W)   ADJUSTED
 PS0750* NAVD 88 ORTHO HEIGHT -   389.55  (+/-2cm)     1278.0   (feet) VERTCON3
 PS0750  ______________________________________________________________________
 PS0750  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 PS0750  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 PS0750  HORZ ORDER      -  FIRST
 PS0750  VERT ORDER      -  THIRD ? (See Below)
 PS0750
 PS0750.The horizontal coordinates were established by classical geodetic methods
 PS0750.and adjusted by the National Geodetic Survey in January 1998.
 PS0750
 PS0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0750
 PS0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0750.GEOID18 height accuracy estimate available here.
 PS0750
 PS0750.The vertical order pertains to the NGVD 29 superseded value.
 PS0750
 PS0750.Click photographs - Photos may exist for this station.
 PS0750
 PS0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0750
 PS0750. The following values were computed from the NAD 83(1996) position.
 PS0750
 PS0750;                    North         East     Units Scale Factor Converg.
 PS0750;SPC SD N     -    60,064.486   741,455.907   MT  1.00001136   +1 15 21.3
 PS0750;SPC SD N     -   197,061.57  2,432,593.25   sFT  1.00001136   +1 15 21.3
 PS0750;UTM  14      - 4,912,139.494   561,721.209   MT  0.99964685   +0 32 29.6
 PS0750
 PS0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0750!SPC SD N     -   0.99994285  x   1.00001136  =   0.99995421
 PS0750!UTM  14      -   0.99994285  x   0.99964685  =   0.99958972
 PS0750
 PS0750:                Primary Azimuth Mark                     Grid Az
 PS0750:SPC SD N     -  CARLYLE                                  227 56 04.6
 PS0750:UTM  14      -  CARLYLE                                  228 38 56.3
 PS0750
 PS0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6172112139(NAD 83)
 PS0750
 PS0750|---------------------------------------------------------------------|
 PS0750| PID    Reference Object                     Distance      Geod. Az  |
 PS0750|                                                           dddmmss.s |
 PS0750| CO5670 HURON RM 1                           29.200 METERS 05714     |
 PS0750| PS0606 HURON W MUNICIPAL TANK               19.177 METERS 08545     |
 PS0750| PS0607 HURON E MUNICIPAL TANK              APPROX. 1.1 KM 0912643.0 |
 PS0750| AB6292 HURON RM 2                           23.932 METERS 10221     |
 PS0750| PS0610 CARLYLE                             APPROX.13.8 KM 2291125.9 |
 PS0750| PS0611 VIRGIL MUNICIPAL TANK               APPROX.17.5 KM 2434432.0 |
 PS0750| CO5669 HURON AZ MK                                        2703558.4 |
 PS0750| PS0612 WOLSEY MUNICIPAL TANK               APPROX.20.8 KM 2854915.3 |
 PS0750| PS0613 WOLSEY GERMAN LUTH CH CROSS         APPROX.20.8 KM 2865928.0 |
 PS0750|---------------------------------------------------------------------|
 PS0750
 PS0750                          SUPERSEDED SURVEY CONTROL
 PS0750
 PS0750  NAD 83(1986)-  44 21 35.64478(N)    098 13 31.68371(W) AD(       ) 1
 PS0750  NAD 27      -  44 21 35.69100(N)    098 13 30.35500(W) AD(       ) 1
 PS0750  NGVD 29             389.29   (m)         1277.2    (f) LEVELING    3  
 PS0750
 PS0750.Superseded values are not recommended for survey control.
 PS0750
 PS0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0750.See file dsdata.pdf to determine how the superseded data were derived.
 PS0750
 PS0750_MARKER: DS = TRIANGULATION STATION DISK
 PS0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0750_STAMPING: HURON 1934
 PS0750_MARK LOGO: CGS
 PS0750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0750+STABILITY: SURFACE MOTION
 PS0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0750+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1992
 PS0750
 PS0750  HISTORY     - Date     Condition        Report By
 PS0750  HISTORY     - 1934     MONUMENTED       CGS
 PS0750  HISTORY     - 1934     GOOD             CGS
 PS0750  HISTORY     - 1957     GOOD             CGS
 PS0750  HISTORY     - 1964     GOOD             CGS
 PS0750  HISTORY     - 1977     GOOD             NGS
 PS0750  HISTORY     - 19921028 GOOD             NGS
 PS0750  HISTORY     - 19921029 GOOD             NGS
 PS0750  HISTORY     - 19941031 MARK NOT FOUND   NGS
 PS0750
 PS0750                          STATION DESCRIPTION
 PS0750
 PS0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0750'STATION IS LOCATED NEAR THE CENTER OF SEC. 1, T 110 N, R 62 W, IN
 PS0750'W PART OF HURON, 60 FEET E OF CENTER LINE OF WYOMING AVENUE, 90
 PS0750'FEET N OF CENTER LINE OF SIXTH STREET SW, 62.80 FEET W OF CENTER
 PS0750'OF FEED PIPE OF W MUNICIPAL WATER TANK.
 PS0750'
 PS0750'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0750'BRONZE DISKS SET IN CONCRETE.
 PS0750'
 PS0750'REFERENCE MARK NO. 1 IS 45 FEET N OF CENTER OF FEED PIPE OF WATER
 PS0750'TANK.
 PS0750'
 PS0750'REFERENCE MARK NO. 2 IS IN THE N CORNER OF THE SE FOOTING OF SAID
 PS0750'WATER TANK.
 PS0750'
 PS0750'REFERENCE MARK NO. 3 IS N 190 FEET FROM THE INTERSECTION OF
 PS0750'SIXTH STREET SW AND WYOMING AVENUE, 24 FEET W OF CENTER LINE OF
 PS0750'WYOMING AVENUE.
 PS0750'
 PS0750'TO REACH THE AZIMUTH MARK FROM SAID TANK, GO N ON WYOMING AVENUE
 PS0750'0.2 MILE TO U.S. HIGHWAY 14, GO W ON U.S. HIGHWAY 14 FOR 0.4
 PS0750'MILE, TURN LEFT, (S) GO 0.3 MILE TO CONCRETE CULVERT.  MARK
 PS0750'IS ON LEFT (E) IN N-S FENCE LINE, 30 FEET E OF CENTER LINE OF
 PS0750'N-S ROAD AND 90 FEET N OF CENTER LINE OF E-W ROAD, AND 18 FEET
 PS0750'NE OF NE CORNER OF CULVERT.
 PS0750'
 PS0750'TO REACH THE STATION FROM HOTEL ROYAL IN HURON, GO W ON THIRD
 PS0750'STREET SW ON U.S. HIGHWAY 14 FOR 0.45 MILE, TURN LEFT (S) ON
 PS0750'WYOMING AVENUE FOR 0.2 MILE TO TANK ON LEFT, WHICH IS 62.80 FEET
 PS0750'E OF STATION.
 PS0750'
 PS0750'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PS0750
 PS0750                          STATION RECOVERY (1934)
 PS0750
 PS0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PS0750'RECOVERED IN GOOD CONDITION.
 PS0750
 PS0750                          STATION RECOVERY (1957)
 PS0750
 PS0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 PS0750'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PS0750'AZIMUTH MARK WAS NOT FOUND AFTER A HALF HOUR SEARCH.
 PS0750
 PS0750                          STATION RECOVERY (1964)
 PS0750
 PS0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PS0750'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PS0750
 PS0750                          STATION RECOVERY (1977)
 PS0750
 PS0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PS0750'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 PS0750'AZIMUTH MARK HAS BEEN DESTROYED.
 PS0750
 PS0750                          STATION RECOVERY (1992)
 PS0750
 PS0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PS0750'REFERENCE MARK 2 FOUND. WHEN DISTANCES WERE TAPED TO MARK LOCATION IT
 PS0750'WAS FOUND TO BE BENEATH A GRAVEL PAD AND PLAYGROUND EQUIPMENT. AS THE
 PS0750'STATION IS UNDER TALL TREES AND ADJACENT TO A 150 FT (45.72 M) WATER
 PS0750'TANK AND THEREFORE UNSUITABLE FOR GPS OBSERVATIONS THE AREA WAS NOT
 PS0750'DUG UP TO TRY TO FIND THE MARK.  STATION SHOULD STILL BE IN PLACE.
 PS0750
 PS0750                          STATION RECOVERY (1992)
 PS0750
 PS0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PS0750'STATION FOUND TO BE UNSUITABLE FOR GPS OBSERVATIONS DUE TO SITING
 PS0750'WITHIN A SMALL PARK ADJACENT TO A 150 FT (45.72 M) TALL WATER TANK.
 PS0750'STATION IS BENEATH 60 FT (18.29 M) TREES AND COMPLETELY BLOCKED TO
 PS0750'EAST BY WATER TANK.
 PS0750'REFERENCE MARK 2 FOUND AND DISTANCES TAPED TO MARK WHICH WAS FOUND TO
 PS0750'BE UNDER PLAYGROUND EQUIPMENT.  AS THE MARK WAS UNSUITABLE FOR THIS
 PS0750'PROJECT NO ATTEMPT WAS MADE TO UNCOVER STATION BUT STATION SHOULD
 PS0750'STILL BE IN PLACE BENEATH PLAYGROUND EQUIPMENT.
 PS0750
 PS0750                          STATION RECOVERY (1994)
 PS0750
 PS0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0750'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0108 ***********************************************************************
 PS0108  DESIGNATION -  HURON AIRPORT
 PS0108  PID         -  PS0108
 PS0108  STATE/COUNTY-  SD/BEADLE
 PS0108  COUNTRY     -  US
 PS0108  USGS QUAD   -  HURON NW (2017)
 PS0108
 PS0108                         *CURRENT SURVEY CONTROL
 PS0108  ______________________________________________________________________
 PS0108* NAD 83(1986) POSITION- 44 23 05.     (N) 098 13 17.     (W)   SCALED
 PS0108* NAVD 88 ORTHO HEIGHT -   391.071 (meters)     1283.04  (feet) ADJUSTED
 PS0108  ______________________________________________________________________
 PS0108  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 PS0108  DYNAMIC HEIGHT  -        391.007 (meters)     1282.83  (feet) COMP
 PS0108  MODELED GRAVITY -    980,442.6   (mgal)                       NAVD 88
 PS0108
 PS0108  VERT ORDER      -  FIRST     CLASS II
 PS0108
 PS0108.This mark is at Huron Airport (HON)
 PS0108
 PS0108.The horizontal coordinates were scaled from a map and have
 PS0108.an estimated accuracy of +/- 6 seconds.
 PS0108
 PS0108.The orthometric height was determined by differential leveling and
 PS0108.adjusted by the NATIONAL GEODETIC SURVEY
 PS0108.in October 1997.
 PS0108
 PS0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0108.GEOID18 height accuracy estimate available here.
 PS0108
 PS0108.Click photographs - Photos may exist for this station.
 PS0108
 PS0108.The dynamic height is computed by dividing the NAVD 88
 PS0108.geopotential number by the normal gravity value computed on the
 PS0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0108.degrees latitude (g = 980.6199 gals.).
 PS0108
 PS0108.The modeled gravity was interpolated from observed gravity values.
 PS0108
 PS0108;                    North         East    Units  Estimated Accuracy
 PS0108;SPC SD N     -    62,830.      741,720.      MT  (+/- 180 meters Scaled)
 PS0108
 PS0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ620148(NAD 83)
 PS0108
 PS0108                          SUPERSEDED SURVEY CONTROL
 PS0108
 PS0108  NAVD 88 (06/15/91)  391.117  (m)         1283.19   (f) SUPERSEDED  1 2
 PS0108  NGVD 29 (??/??/92)  390.851  (m)         1282.32   (f) ADJ UNCH    1 2
 PS0108
 PS0108.Superseded values are not recommended for survey control.
 PS0108
 PS0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0108.See file dsdata.pdf to determine how the superseded data were derived.
 PS0108
 PS0108_MARKER: DG = GRAVITY STATION DISK
 PS0108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PS0108_SP_SET: DOOR SILL
 PS0108_STAMPING: HURON 1950
 PS0108_MARK LOGO: CGS
 PS0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0108+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 PS0108
 PS0108  HISTORY     - Date     Condition        Report By
 PS0108  HISTORY     - 1950     MONUMENTED       CGS
 PS0108  HISTORY     - 1957     GOOD             CGS
 PS0108  HISTORY     - 1967     GOOD             CGS
 PS0108  HISTORY     - 1977     GOOD             NGS
 PS0108  HISTORY     - 19941031 GOOD             NGS
 PS0108
 PS0108                          STATION DESCRIPTION
 PS0108
 PS0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PS0108'1.5 MI N FROM HURON.
 PS0108'LOCATED ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE
 PS0108'RAILROAD STATION AT HURON, SOUTH DAKOTA, AT HOWES AIRPORT, ON THE
 PS0108'EAST SIDE OF THE LARGE, STONE HANGAR 18 FEET NORTH OF THE
 PS0108'SOUTHEAST CORNER, AND AON THE CONCRETE DOOR SILL 8 INCHES ABOVE
 PS0108'GROUND LEVEL.  MARKED BY A STANDARD C. AND G.S. GRAVITY STATION
 PS0108'DISK, STAMPED HURON 1950 CEMENTED IN A DRILLHOLE.  NOTE-- HOWES
 PS0108'AIRPORT IS LOCATED AT HURON, SOUTH DAKOTA.
 PS0108
 PS0108                          STATION RECOVERY (1967)
 PS0108
 PS0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 PS0108'RECOVERED IN GOOD CONDITION.
 PS0108
 PS0108                          STATION RECOVERY (1977)
 PS0108
 PS0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PS0108'RECOVERED IN GOOD CONDITION.
 PS0108
 PS0108                          STATION RECOVERY (1994)
 PS0108
 PS0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0108'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 PS0108'U.S. HIGHWAY 14 IN HURON, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG 15TH
 PS0108'STREET SOUTHWEST, IN A DOOR SILL FOR THE EAST DOOR OF A STONE HANGAR
 PS0108'AT THE HURON REGIONAL AIRPORT, 46.5 M (152.6 FT) SOUTH OF THE STREET
 PS0108'CENTER, 4.4 M (14.4 FT) NORTH OF THE SOUTH FACE OF THE HANGAR, 0.3 M
 PS0108'(1.0 FT) NORTH OF THE CENTER OF THE DOOR, AND 0.3 M (1.0 FT) ABOVE THE
 PS0108'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0607 ***********************************************************************
 PS0607  DESIGNATION -  HURON E MUNICIPAL TANK
 PS0607  PID         -  PS0607
 PS0607  STATE/COUNTY-  SD/BEADLE
 PS0607  COUNTRY     -  US
 PS0607  USGS QUAD   -  HURON (2017)
 PS0607
 PS0607                         *CURRENT SURVEY CONTROL
 PS0607  ______________________________________________________________________
 PS0607* NAD 83(1996) POSITION- 44 21 34.77601(N) 098 12 43.37186(W)   ADJUSTED
 PS0607  ______________________________________________________________________
 PS0607  GEOID HEIGHT    -        -25.043 (meters)                     GEOID18
 PS0607  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 PS0607  HORZ ORDER      -  THIRD
 PS0607
 PS0607.The horizontal coordinates were established by classical geodetic methods
 PS0607.and adjusted by the National Geodetic Survey in January 1998.
 PS0607
 PS0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0607.GEOID18 height accuracy estimate available here.
 PS0607
 PS0607.Click photographs - Photos may exist for this station.
 PS0607
 PS0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0607
 PS0607. The following values were computed from the NAD 83(1996) position.
 PS0607
 PS0607;                    North         East     Units Scale Factor Converg.
 PS0607;SPC SD N     -    60,060.951   742,525.765   MT  1.00001141   +1 15 55.4
 PS0607;SPC SD N     -   197,049.97  2,436,103.28   sFT  1.00001141   +1 15 55.4
 PS0607;UTM  14      - 4,912,122.626   562,790.552   MT  0.99964849   +0 33 03.3
 PS0607
 PS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6279012122(NAD 83)
 PS0607
 PS0607                          SUPERSEDED SURVEY CONTROL
 PS0607
 PS0607  NAD 83(1986)-  44 21 34.76748(N)    098 12 43.38949(W) AD(       ) 3
 PS0607  NAD 27      -  44 21 34.81300(N)    098 12 42.05600(W) AD(       ) 3
 PS0607
 PS0607.Superseded values are not recommended for survey control.
 PS0607
 PS0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0607.See file dsdata.pdf to determine how the superseded data were derived.
 PS0607
 PS0607_MARKER: 53 = ELEVATED TANK
 PS0607
 PS0607  HISTORY     - Date     Condition        Report By
 PS0607  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0607  HISTORY     - 1957     GOOD             CGS
 PS0607  HISTORY     - 1964     GOOD             CGS
 PS0607  HISTORY     - 1977     GOOD             NGS
 PS0607
 PS0607                          STATION DESCRIPTION
 PS0607
 PS0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0607'POINT OBSERVED UPON WAS THE FINIAL OF THE E MUNICIPAL WATER TANK
 PS0607'IN THE CENTRAL PART OF THE TOWN, 150 FEET HIGH AND WAS BUILT IN
 PS0607'1917.
 PS0607'
 PS0607'STATION WAS OBSERVED UPON FROM HURON, CARLYLE, HART, MILLET,
 PS0607'ROSE, AND HULBERT.
 PS0607
 PS0607                          STATION RECOVERY (1957)
 PS0607
 PS0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 PS0607'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 PS0607
 PS0607                          STATION RECOVERY (1964)
 PS0607
 PS0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PS0607'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PS0607
 PS0607                          STATION RECOVERY (1977)
 PS0607
 PS0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PS0607'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6292 ***********************************************************************
 AB6292  DESIGNATION -  HURON RM 2
 AB6292  PID         -  AB6292
 AB6292  STATE/COUNTY-  SD/BEADLE
 AB6292  COUNTRY     -  US
 AB6292  USGS QUAD   -  HURON (2017)
 AB6292
 AB6292                         *CURRENT SURVEY CONTROL
 AB6292  ______________________________________________________________________
 AB6292* NAD 83(1986) POSITION- 44 21 35.49   (N) 098 13 30.61   (W)   HD_HELD1
 AB6292* NAVD 88 ORTHO HEIGHT -   393.292 (meters)     1290.33  (feet) ADJUSTED
 AB6292  ______________________________________________________________________
 AB6292  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 AB6292  DYNAMIC HEIGHT  -        393.226 (meters)     1290.11  (feet) COMP
 AB6292  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 AB6292
 AB6292  VERT ORDER      -  FIRST     CLASS II
 AB6292
 AB6292.The horizontal coordinates were determined by differentially corrected
 AB6292.hand held GPS observations or other comparable positioning techniques
 AB6292.and have an estimated accuracy of +/- 3 meters.
 AB6292
 AB6292.The orthometric height was determined by differential leveling and
 AB6292.adjusted by the NATIONAL GEODETIC SURVEY
 AB6292.in October 1997.
 AB6292
 AB6292.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6292.GEOID18 height accuracy estimate available here.
 AB6292
 AB6292.Click photographs - Photos may exist for this station.
 AB6292
 AB6292.The dynamic height is computed by dividing the NAVD 88
 AB6292.geopotential number by the normal gravity value computed on the
 AB6292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6292.degrees latitude (g = 980.6199 gals.).
 AB6292
 AB6292.The modeled gravity was interpolated from observed gravity values.
 AB6292
 AB6292;                    North         East    Units  Estimated Accuracy
 AB6292;SPC SD N     -    60,060.0     741,479.5     MT  (+/- 3 meters HH1 GPS) 
 AB6292
 AB6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6174412134(NAD 83)
 AB6292
 AB6292                          SUPERSEDED SURVEY CONTROL
 AB6292
 AB6292.No superseded survey control is available for this station.
 AB6292
 AB6292_MARKER: DR = REFERENCE MARK DISK
 AB6292_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6292_SP_SET: FOOTING
 AB6292_STAMPING: HURON NO 2 1934
 AB6292_MARK LOGO: CGS
 AB6292_PROJECTION: PROJECTING 10 CENTIMETERS
 AB6292_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6292+STABILITY: SURFACE MOTION
 AB6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6292+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1994
 AB6292
 AB6292  HISTORY     - Date     Condition        Report By
 AB6292  HISTORY     - 1934     MONUMENTED       CGS
 AB6292  HISTORY     - 19941021 GOOD             NGS
 AB6292
 AB6292                          STATION DESCRIPTION
 AB6292
 AB6292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6292'IN HURON, AT THE INTERSECTION OF WYOMING AVENUE AND SIXTH STREET
 AB6292'SOUTHWEST, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH CORNER OF A
 AB6292'CONCRETE FOOTING FOR THE SOUTHEAST LEG OF A WATER TANK, 41.8 M (137.1
 AB6292'FT) EAST OF THE AVENUE CENTER, 20.9 M (68.6 FT) NORTH OF THE STREET
 AB6292'CENTER, 11.0 M (36.1 FT) SOUTHEAST OF THE STAND PIPE, 0.4 M (1.3 FT)
 AB6292'ABOVE THE LEVEL OF THE STREET, AND 0.1 M (0.3 FT) ABOVE THE GROUND
 AB6292'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0606 ***********************************************************************
 PS0606  DESIGNATION -  HURON W MUNICIPAL TANK
 PS0606  PID         -  PS0606
 PS0606  STATE/COUNTY-  SD/BEADLE
 PS0606  COUNTRY     -  US
 PS0606  USGS QUAD   -  HURON (2017)
 PS0606
 PS0606                         *CURRENT SURVEY CONTROL
 PS0606  ______________________________________________________________________
 PS0606* NAD 83(1996) POSITION- 44 21 35.69919(N) 098 13 30.80527(W)   ADJUSTED
 PS0606  ______________________________________________________________________
 PS0606  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 PS0606  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 PS0606  HORZ ORDER      -  THIRD
 PS0606
 PS0606.The horizontal coordinates were established by classical geodetic methods
 PS0606.and adjusted by the National Geodetic Survey in January 1998.
 PS0606
 PS0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0606.GEOID18 height accuracy estimate available here.
 PS0606
 PS0606.Click photographs - Photos may exist for this station.
 PS0606
 PS0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0606
 PS0606. The following values were computed from the NAD 83(1996) position.
 PS0606
 PS0606;                    North         East     Units Scale Factor Converg.
 PS0606;SPC SD N     -    60,066.329   741,474.995   MT  1.00001136   +1 15 21.9
 PS0606;SPC SD N     -   197,067.61  2,432,655.88   sFT  1.00001136   +1 15 21.9
 PS0606;UTM  14      - 4,912,141.098   561,740.312   MT  0.99964688   +0 32 30.2
 PS0606
 PS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6174012141(NAD 83)
 PS0606
 PS0606                          SUPERSEDED SURVEY CONTROL
 PS0606
 PS0606  NAD 83(1986)-  44 21 35.69041(N)    098 13 30.82212(W) AD(       ) 3
 PS0606  NAD 27      -  44 21 35.73700(N)    098 13 29.48900(W) AD(       ) 3
 PS0606
 PS0606.Superseded values are not recommended for survey control.
 PS0606
 PS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0606.See file dsdata.pdf to determine how the superseded data were derived.
 PS0606
 PS0606_MARKER: 53 = ELEVATED TANK
 PS0606
 PS0606  HISTORY     - Date     Condition        Report By
 PS0606  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0606  HISTORY     - 1957     GOOD             CGS
 PS0606  HISTORY     - 1964     GOOD             CGS
 PS0606  HISTORY     - 1977     GOOD             NGS
 PS0606
 PS0606                          STATION DESCRIPTION
 PS0606
 PS0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0606'THE POINT OBSERVED UPON WAS THE FINIAL OF THE W MUNICIPAL WATER
 PS0606'TANK IN THE W PART OF TOWN, 150 FEET HIGH AND WAS BUILT IN 1917.
 PS0606'
 PS0606'STATION WAS OBSERVED UPON FROM HURON, CARLYLE, HART, WESS,
 PS0606'HULBERT, AND ROSE.
 PS0606
 PS0606                          STATION RECOVERY (1957)
 PS0606
 PS0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 PS0606'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 PS0606
 PS0606                          STATION RECOVERY (1964)
 PS0606
 PS0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PS0606'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PS0606
 PS0606                          STATION RECOVERY (1977)
 PS0606
 PS0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PS0606'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0822 ***********************************************************************
 OT0822  DESIGNATION -  HWY 18 MI 3.50
 OT0822  PID         -  OT0822
 OT0822  STATE/COUNTY-  SD/FALL RIVER
 OT0822  COUNTRY     -  US
 OT0822  USGS QUAD   -  EDGEMONT SW (2017)
 OT0822
 OT0822                         *CURRENT SURVEY CONTROL
 OT0822  ______________________________________________________________________
 OT0822* NAD 83(1986) POSITION- 43 18 16.25   (N) 103 59 05.17   (W)   HD_HELD1
 OT0822* NAVD 88 ORTHO HEIGHT -  1169.93  (meters)     3838.3   (feet) RESET
 OT0822  ______________________________________________________________________
 OT0822  GEOID HEIGHT    -        -14.942 (meters)                     GEOID18
 OT0822  VERT ORDER      -  THIRD
 OT0822
 OT0822.The horizontal coordinates were determined by differentially corrected
 OT0822.hand held GPS observations or other comparable positioning techniques
 OT0822.and have an estimated accuracy of +/- 3 meters.
 OT0822
 OT0822.The orthometric height was computed from unverified reset data.
 OT0822
 OT0822.No vertical observational check was made to the station.
 OT0822
 OT0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0822.GEOID18 height accuracy estimate available here.
 OT0822
 OT0822.Click photographs - Photos may exist for this station.
 OT0822
 OT0822;                    North         East    Units  Estimated Accuracy
 OT0822;SPC SD S     -   114,400.3     303,851.5     MT  (+/- 3 meters HH1 GPS) 
 OT0822
 OT0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8234095131(NAD 83)
 OT0822
 OT0822                          SUPERSEDED SURVEY CONTROL
 OT0822
 OT0822  NGVD 29 (04/17/07) 1169.36   (m)         3836.5    (f) RESET       3  
 OT0822
 OT0822.Superseded values are not recommended for survey control.
 OT0822
 OT0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0822.See file dsdata.pdf to determine how the superseded data were derived.
 OT0822
 OT0822_MARKER: DB = BENCH MARK DISK
 OT0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0822_STAMPING: 18-3.50 1986
 OT0822_MARK LOGO: NGS
 OT0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0822+STABILITY: SURFACE MOTION
 OT0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0822+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0822
 OT0822  HISTORY     - Date     Condition        Report By
 OT0822  HISTORY     - 1986     MONUMENTED       NGS
 OT0822
 OT0822                          STATION DESCRIPTION
 OT0822
 OT0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OT0822'14.65 KM (9.10 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0822'STATE HIGHWAY 471 IN EDGEMONT, 22.9 M (75.1 FT) NORTH OF THE CENTER
 OT0822'OF 18, 3.66 M (12.0 FT) EAST FROM A T-FENCE NORTH, 21.9 M (71.9 FT)
 OT0822'WEST FROM THE CENTER OF A NORTH APPROACH, 0.3 M (1.0 FT) SOUTH FROM
 OT0822'THE RIGHT OF WAY FENCE, 0.3 M (1.0 FT) NORTH FROM A WITNESS POST,
 OT0822'IN THE TOP OF A 6-INCH BY 6-FEET PRECAST POST THAT IS SET
 OT0822'IN A POURED CONCRETE BASE. THE POST PROJECTS 0.15 M (0.5 FT), IN
 OT0822'SECTION 34, T 8 S, R 1 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0819 ***********************************************************************
 OT0819  DESIGNATION -  HWY 18 MI 6.93
 OT0819  PID         -  OT0819
 OT0819  STATE/COUNTY-  SD/FALL RIVER
 OT0819  COUNTRY     -  US
 OT0819  USGS QUAD   -  EDGEMONT SW (2017)
 OT0819
 OT0819                         *CURRENT SURVEY CONTROL
 OT0819  ______________________________________________________________________
 OT0819* NAD 83(1986) POSITION- 43 17 16.     (N) 103 55 29.     (W)   SCALED
 OT0819* NAVD 88 ORTHO HEIGHT -  1191.45  (meters)     3908.9   (feet) RESET
 OT0819  ______________________________________________________________________
 OT0819  GEOID HEIGHT    -        -14.996 (meters)                     GEOID18
 OT0819  VERT ORDER      -  THIRD
 OT0819
 OT0819.The horizontal coordinates were scaled from a map and have
 OT0819.an estimated accuracy of +/- 6 seconds.
 OT0819
 OT0819.The orthometric height was computed from unverified reset data.
 OT0819
 OT0819.No vertical observational check was made to the station.
 OT0819
 OT0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0819.GEOID18 height accuracy estimate available here.
 OT0819
 OT0819.Click photographs - Photos may exist for this station.
 OT0819
 OT0819;                    North         East    Units  Estimated Accuracy
 OT0819;SPC SD S     -   112,330.      308,640.      MT  (+/- 180 meters Scaled)
 OT0819
 OT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH872933(NAD 83)
 OT0819
 OT0819                          SUPERSEDED SURVEY CONTROL
 OT0819
 OT0819  NGVD 29 (04/17/07) 1190.88   (m)         3907.1    (f) RESET       3  
 OT0819
 OT0819.Superseded values are not recommended for survey control.
 OT0819
 OT0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0819.See file dsdata.pdf to determine how the superseded data were derived.
 OT0819
 OT0819_MARKER: DB = BENCH MARK DISK
 OT0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0819_STAMPING: 18-6.93 1986
 OT0819_MARK LOGO: NGS
 OT0819_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0819+STABILITY: SURFACE MOTION
 OT0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0819+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0819
 OT0819  HISTORY     - Date     Condition        Report By
 OT0819  HISTORY     - 1986     MONUMENTED       NGS
 OT0819
 OT0819                          STATION DESCRIPTION
 OT0819
 OT0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OT0819'8.85 KM (5.50 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0819'STATE HIGHWAY 471 IN EDGEMONT, 22.9 M (75.1 FT) NORTH FROM THE CENTER
 OT0819'OF 18, 0.3 M (1.0 FT) SOUTH FROM THE RIGHT OF WAY FENCE AT THE
 OT0819'WESTERN MOST ONE OF TWO BRACE POSTS, 0.3 M (1.0 FT) NORTH FROM A
 OT0819'WITNESS POST, SET INTO THE TOP OF A 6-INCH CONCRETE POST THAT
 OT0819'PROJECTS 0.15 M (0.5 FT).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1218 ***********************************************************************
 PT1218  PACS        -  This is a Primary Airport Control Station.
 PT1218  DESIGNATION -  HYDE
 PT1218  PID         -  PT1218
 PT1218  STATE/COUNTY-  SD/HUGHES
 PT1218  COUNTRY     -  US
 PT1218  USGS QUAD   -  PIERRE NE (2017)
 PT1218
 PT1218                         *CURRENT SURVEY CONTROL
 PT1218  ______________________________________________________________________
 PT1218* NAD 83(2011) POSITION- 44 23 07.00379(N) 100 18 40.99816(W)   ADJUSTED
 PT1218* NAD 83(2011) ELLIP HT-   531.914 (meters)        (06/27/12)   ADJUSTED
 PT1218* NAD 83(2011) EPOCH   -  2010.00
 PT1218* NAVD 88 ORTHO HEIGHT -   555.316 (meters)     1821.90  (feet) ADJUSTED
 PT1218  ______________________________________________________________________
 PT1218  GEOID HEIGHT    -        -23.402 (meters)                     GEOID18
 PT1218  NAD 83(2011) X  -   -817,306.410 (meters)                     COMP
 PT1218  NAD 83(2011) Y  - -4,492,270.889 (meters)                     COMP
 PT1218  NAD 83(2011) Z  -  4,439,158.855 (meters)                     COMP
 PT1218  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 PT1218  DYNAMIC HEIGHT  -        555.205 (meters)     1821.54  (feet) COMP
 PT1218  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 PT1218
 PT1218  VERT ORDER      -  FIRST     CLASS II
 PT1218
 PT1218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PT1218  Standards:
 PT1218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PT1218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PT1218  -------------------------------------------------------------------
 PT1218  NETWORK    0.38   1.02           0.16   0.15   0.52     -0.06236038
 PT1218  -------------------------------------------------------------------
 PT1218  Click here for local accuracies and other accuracy information.
 PT1218
 PT1218.This mark is at Pierre Airport (PIR)
 PT1218
 PT1218.The horizontal coordinates were established by GPS observations
 PT1218.and adjusted by the National Geodetic Survey in June 2012.
 PT1218
 PT1218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PT1218.been affixed to the stable North American tectonic plate. See 
 PT1218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PT1218
 PT1218.The horizontal coordinates are valid at the epoch date displayed above
 PT1218.which is a decimal equivalence of Year/Month/Day.
 PT1218
 PT1218.The orthometric height was determined by differential leveling and
 PT1218.adjusted by the NATIONAL GEODETIC SURVEY
 PT1218.in October 1997.
 PT1218
 PT1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1218.GEOID18 height accuracy estimate available here.
 PT1218
 PT1218.Click photographs - Photos may exist for this station.
 PT1218
 PT1218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1218
 PT1218.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1218
 PT1218.The ellipsoidal height was determined by GPS observations
 PT1218.and is referenced to NAD 83.
 PT1218
 PT1218.The dynamic height is computed by dividing the NAVD 88
 PT1218.geopotential number by the normal gravity value computed on the
 PT1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1218.degrees latitude (g = 980.6199 gals.).
 PT1218
 PT1218.The modeled gravity was interpolated from observed gravity values.
 PT1218
 PT1218. The following values were computed from the NAD 83(2011) position.
 PT1218
 PT1218;                    North         East     Units Scale Factor Converg.
 PT1218;SPC SD S     -   227,964.034   601,748.685   MT  0.99999652   +0 00 54.5
 PT1218;SPC SD S     -   747,912.00  1,974,237.14   sFT  0.99999652   +0 00 54.5
 PT1218;UTM  14      - 4,915,502.597   395,543.146   MT  0.99973419   -0 55 02.5
 PT1218
 PT1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1218!SPC SD S     -   0.99991660  x   0.99999652  =   0.99991312
 PT1218!UTM  14      -   0.99991660  x   0.99973419  =   0.99965082
 PT1218
 PT1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9554315502(NAD 83)
 PT1218
 PT1218                          SUPERSEDED SURVEY CONTROL
 PT1218
 PT1218  NAD 83(2007)-  44 23 07.00373(N)    100 18 40.99918(W) AD(2002.00) 0
 PT1218  ELLIP H (02/10/07)  531.935  (m)                       GP(2002.00)    
 PT1218  ELLIP H (04/05/04)  531.981  (m)                       GP(       ) 2 2
 PT1218  NAD 83(1994)-  44 23 07.00323(N)    100 18 40.99846(W) AD(       ) A
 PT1218  ELLIP H (09/21/95)  531.996  (m)                       GP(       ) 2 1
 PT1218  ELLIP H (11/28/94)  531.980  (m)                       GP(       ) 1 1
 PT1218  ELLIP H (12/21/93)  532.109  (m)                       GP(       ) 4 1
 PT1218  NAD 83(1996)-  44 23 07.00482(N)    100 18 40.99891(W) AD(       ) A
 PT1218  ELLIP H (07/31/92)  532.109  (m)                       GP(       ) 1 1
 PT1218  NAVD 88 (04/18/97)  555.35   (m)  GEOID96  model used  GPS OBS        
 PT1218  NAVD 88 (06/25/96)  555.16   (m)  GEOID93  model used  GPS OBS        
 PT1218  NGVD 29 (06/03/93)  554.78   (m)  UNKNOWN  model used  GPS OBS        
 PT1218  NGVD 29 (07/31/92)  555.48   (m)  GEOID90  model used  GPS OBS        
 PT1218
 PT1218.Superseded values are not recommended for survey control.
 PT1218
 PT1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1218.See file dsdata.pdf to determine how the superseded data were derived.
 PT1218
 PT1218_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1218_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PT1218+WITH SETTING: PAVEMENT
 PT1218_SP_SET: RESERVOIR TOP
 PT1218_STAMPING: HYDE 1987
 PT1218_MARK LOGO: NGS
 PT1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1218+STABILITY: SURFACE MOTION
 PT1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT1218+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 PT1218
 PT1218  HISTORY     - Date     Condition        Report By
 PT1218  HISTORY     - 1987     MONUMENTED       NGS
 PT1218  HISTORY     - 19900419 GOOD             NGS
 PT1218  HISTORY     - 19921013 GOOD             NGS
 PT1218  HISTORY     - 19931004 GOOD             NGS
 PT1218  HISTORY     - 19950802 GOOD             NGS
 PT1218  HISTORY     - 19950901 GOOD             NGS
 PT1218  HISTORY     - 19950918 GOOD             NGS
 PT1218  HISTORY     - 19960630 GOOD             NGS
 PT1218
 PT1218                          STATION DESCRIPTION
 PT1218
 PT1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PT1218'THE STATION IS LOCATED ABOUT 1.93 KM (1.20 MI) NORTHEAST OF PIERRE ON
 PT1218'TOP OF A RESERVOIR.  OWNERSHIP--CITY OF PIERRE,C/O DIRECTOR OF PUBLIC
 PT1218'WORKS, P.O. BOX 1253, PIERRE SD 57501, CONTACT DAVE PADGETT, PHONE
 PT1218'605-224-7341.
 PT1218'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 14
 PT1218'(TRUCK ROUTE) AND STATE HIGHWAY 34 ON EAST SIDE OF PIERRE, GO NORTH
 PT1218'ON HIGHWAYS 83 AND 14 FOR 2.74 KM (1.70 MI) TO AIRPORT ROAD ON THE
 PT1218'RIGHT.  TURN RIGHT AND GO EAST FOR 0.32 KM (0.20 MI) TO A GRAVEL ROAD
 PT1218'LEFT.  TURN LEFT AND GO NORTH FOR 0.4 KM (0.2 MI) TO A DIRT ENTRANCE
 PT1218'ROAD AND GATE ON THE LEFT.  TURN LEFT AND GO WEST THROUGH THE GATE
 PT1218'FOR 0.1 KM (0.1 MI) TO THE LARGE ROUND CONCRETE TOP TO A WATER
 PT1218'RESERVOIR AND THE STATION IN THE CENTER.
 PT1218'THE STATION IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE TOP
 PT1218'CENTER OF THE RESERVOIR.  LOCATED 16.8 M (55.1 FT) EAST FROM THE
 PT1218'SOUTHEAST CORNER OF A 4X4 FOOT METAL BUILDING, 5.8 M (19.0 FT) NORTH
 PT1218'FROM A VENT AND 5.18 M (16.99 FT) SOUTH FROM A VENT.
 PT1218'DESCRIBED BY D.G. AUG, TYPED BY HJS.
 PT1218
 PT1218                          STATION RECOVERY (1992)
 PT1218
 PT1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PT1218'RECOVERED IN GOOD CONDITION.
 PT1218
 PT1218                          STATION RECOVERY (1993)
 PT1218
 PT1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLS)
 PT1218'THE STATION IS LOCATED ABOUT 1.9 KM (1.18 MI) NORTHEAST OF PIERRE AT A
 PT1218'RESERVOIR.  OWNERSHIP--CITY OF PIERRE, C/O DIRECTOR OF PUBLIC WORKS,
 PT1218'P.O.BOX 1253, PIERRE, SD  57501.  CONTACT DAVE PADGETT, PHONE
 PT1218'605-224-7341.
 PT1218'
 PT1218'TO REACH FROM THE JUNCTION OF US HIGHWAYS 83 AND 14 (TRUCK ROUTE) AND
 PT1218'STATE HIGHWAY 34 ON THE EAST SIDE OF PIERRE, GO NORTH ON HIGHWAYS 83
 PT1218'AND 14 FOR 2.74 KM (1.70 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN
 PT1218'RIGHT, EAST, FOR 0.32 KM (0.20 MI) TO A GRAVEL ROAD LEFT. TURN LEFT,
 PT1218'NORTH, FOR 0.4 KM (0.25 MI) TO A DIRT ENTRANCE ROAD AND GATE ON THE
 PT1218'LEFT.  TURN LEFT, WEST, THROUGH THE GATE FOR 0.1 KM (0.06 MI) TO THE
 PT1218'LARGE ROUND CONCRETE TOP TO A RESERVOIR WALL AND THE STATION IN THE
 PT1218'CENTER.
 PT1218'
 PT1218'STATION MARK IS A STANDARD HORIZONTAL CONTROL DISK SET IN A DRILL HOLE
 PT1218'IN THE TOP CENTER OF A CONCRETE, RESERVOIR RETAINING WALL.  IT IS 16.8
 PT1218'M (55.12 FT) EAST OF THE SOUTHEAST CORNER OF A 4 FOOTSQUARE METAL
 PT1218'BUILDING, 5.8 M (19.03 FT) NORTH OF A VENT, AND 5.2 M (17.06 FT) SOUTH
 PT1218'OF A VENT.
 PT1218
 PT1218                          STATION RECOVERY (1995)
 PT1218
 PT1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1218'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1218'IN PIERRE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG GARFIELD AVENUE,
 PT1218'THENCE 0.4 KM (0.25 MI) EASTERLY ALONG AIRPORT ROAD, THENCE 0.3 KM
 PT1218'(0.20 MI) NORTHERLY ALONG A GRAVELED ROAD, NEAR THE CENTER OF A
 PT1218'CONCRETE STORAGE TANK ROOF, 122.7 M (402.6 FT) WEST OF THE ROAD
 PT1218'CENTER, AND 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE ROAD.
 PT1218
 PT1218                          STATION RECOVERY (1995)
 PT1218
 PT1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 PT1218'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTHEAST OF PIERRE AT A
 PT1218'RESERVOIR.  OWNERSHIP--CITY OF PIERRE, C/O DIRECTOR OF PUBLIC WORKS,
 PT1218'P.O. BOX 1253, PIERRE SD 57501.  CONTACT BRUCE PIER, PHONE
 PT1218'605-773-7341.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 14
 PT1218'(TRUCK ROUTE) AND STATE HIGHWAY 34 ON THE EAST SIDE OF PIERRE, GO
 PT1218'NORTH ON HIGHWAYS 83 AND 14 FOR 2.74 KM (1.70 MI) TO AIRPORT ROAD ON
 PT1218'THE RIGHT.  TURN RIGHT, EAST, FOR 0.32 KM (0.20 MI) TO A GRAVEL ROAD
 PT1218'LEFT.  TURN LEFT, NORTH, FOR 0.4 KM (0.25 MI) TO A DIRT ENTRANCE ROAD
 PT1218'AND GATE ON THE LEFT.  TURN LEFT, WEST, THROUGH THE GATE FOR 0.1 KM
 PT1218'(0.05 MI) TO THE LARGE ROUND CONCRETE TOP TO A RESERVOIR WALL AND THE
 PT1218'STATION IN THE CENTER.  THE STATION IS SET IN A DRILL HOLE IN THE TOP
 PT1218'CENTER OF A CONCRETE RESERVOIR RETAINING WALL.  IT IS 16.8 M (55.1 FT)
 PT1218'EAST OF THE SOUTHEAST CORNER OF A 4 FOOT (1.2 M) SQUARE METAL
 PT1218'BUILDING, 5.8 M (19.0 FT) NORTH OF A VENT AND 5.2 M (17.1 FT) SOUTH OF
 PT1218'A VENT.
 PT1218
 PT1218                          STATION RECOVERY (1995)
 PT1218
 PT1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 PT1218'THE STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) EAST-NORTHEAST OF PIERRE,
 PT1218'1.7 MI (2.7 KM) WEST OF THE PIERRE MUNICIPAL AIRPORT TERMINAL BUILDING
 PT1218'AND SET INTO THE TOP OF THE CONCRETE ROOF OF AN UNDERGROUND WATER
 PT1218'TANK.  OWNERSHIP--CITY OF PIERRE, C/O DIRECTOR OF PUBLIC WORKS, P.O.
 PT1218'BOX 1253, PIERRE, SD 57501.  CONTACT BRUCE PIER AT CITY HALL FOR A KEY
 PT1218'TO GATE, PHONE (605) 773-7341.  TO REACH THE STATION FROM THE JUNCTION
 PT1218'OF U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE AND STATE HIGHWAY 34 EAST ON
 PT1218'THE SOUTHEAST SIDE OF PIERRE, GO NORTH ON THE TRUCK ROUTE FOR 1.7 MI
 PT1218'(2.7 KM) TO THE INTERSECTION OF AIRPORT ROAD, TURN RIGHT AND GO EAST
 PT1218'ON AIRPORT ROAD FOR 0.2 MI (0.3 KM) TO A GRAVELED ROAD LEFT, TURN LEFT
 PT1218'AND GO NORTH ON GRAVELED ROAD FOR 0.2 MI (0.3 KM) TO A LOCKED GATE AND
 PT1218'DIRT ROAD ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO WEST ACROSS
 PT1218'THE GRASS FOR 0.1 MI (0.2 KM) TO THE STATION ON TOP OF THE RESERVOIR
 PT1218'TANK.  THE STATION IS 402.6 FT (122.7 M) WEST OF THE GRAVELED ROAD
 PT1218'CENTER, 55.1 FT (16.8 M) EAST OF THE SOUTHEAST CORNER OF 4 BY 4-FOOT
 PT1218'METAL SHED, 19.0 FT (5.8 M) NORTH OF A VENT, 17.0 FT (5.2 M) SOUTH OF
 PT1218'A VENT, AND 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE ROAD.  THIS STATION
 PT1218'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 PT1218'STATION.
 PT1218
 PT1218                          STATION RECOVERY (1996)
 PT1218
 PT1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 PT1218'ANOTHER ALIAS IS PIERRE HYDE. STATION IS LOCATED AT A CITY OF PIERRE,
 PT1218'SOUTH DAKOTA, WATER RESERVOIR NEAR THE MUNICIPAL AIRPORT.  STATION IS
 PT1218'2.1 MI (3.4 KM) NE OF SOUTH DAKOTA STATE CAPITOL AND 1.0 MI (1.6 KM)
 PT1218'NW OF AIRPORT TERMINAL.  TO ACCESS FROM THE INTERSECTION OF ROUTES US
 PT1218'14/83 AND TRUCK ROUTES US 14/83 NORTHEAST OF PIERRE, GO SOUTH ON TRUCK
 PT1218'ROUTES US 14/83 FOR 1.05 MI (1.69 KM) .  TURN EAST, LEFT, ONTO AIRPORT
 PT1218'ROAD AND GO 0.22 MI (0.35 KM) .  TURN NORTH, LEFT, ONTO GRAVEL SECTION
 PT1218'LINE ROAD AND GO 0.21 MI (0.34 KM) TO GREEN METAL GATE IN WIRE FENCE
 PT1218'ON LEFT.  GO WEST, THROUGH GATE, FOR 0.10 MI (0.16 KM) TO RESERVOIR AT
 PT1218'TOP OF HILL.  RESERVOIR IS A CONCRETE TOPPED STRUCTURE, ABOUT 30 M
 PT1218'(98.4 FT) IN DIAMETER, WITH SIX, INVERTED, RED AIR VENTS, AND
 PT1218'SURROUNDED BY SOIL.  DISK IS SET IN A DRILL HOLE IN CENTER OF
 PT1218'RESERVOIR TOP. CHISELED ARROW POINTS NORTH.  CALL FOR ACCESS THROUGH
 PT1218'LOCKED GATE. STATION IS PART OF NGS EASTERN STRAIN NET (GPS) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0100 ***********************************************************************
 QQ0100  DESIGNATION -  I
 QQ0100  PID         -  QQ0100
 QQ0100  STATE/COUNTY-  SD/GRANT
 QQ0100  COUNTRY     -  US
 QQ0100  USGS QUAD   -  MILBANK WEST (2017)
 QQ0100
 QQ0100                         *CURRENT SURVEY CONTROL
 QQ0100  ______________________________________________________________________
 QQ0100* NAD 83(1986) POSITION- 45 13 14.3    (N) 096 38 08.7    (W)   HD_HELD2
 QQ0100* NAVD 88 ORTHO HEIGHT -   350.675 (meters)     1150.51  (feet) ADJUSTED
 QQ0100  ______________________________________________________________________
 QQ0100  GEOID HEIGHT    -        -25.837 (meters)                     GEOID18
 QQ0100  DYNAMIC HEIGHT  -        350.649 (meters)     1150.42  (feet) COMP
 QQ0100  MODELED GRAVITY -    980,533.1   (mgal)                       NAVD 88
 QQ0100
 QQ0100  VERT ORDER      -  FIRST     CLASS II
 QQ0100
 QQ0100.The horizontal coordinates were established by autonomous hand held GPS
 QQ0100.observations and have an estimated accuracy of +/- 10 meters.
 QQ0100
 QQ0100.The orthometric height was determined by differential leveling and
 QQ0100.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0100.in July 1998.
 QQ0100
 QQ0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0100.GEOID18 height accuracy estimate available here.
 QQ0100
 QQ0100.Click photographs - Photos may exist for this station.
 QQ0100
 QQ0100.The dynamic height is computed by dividing the NAVD 88
 QQ0100.geopotential number by the normal gravity value computed on the
 QQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0100.degrees latitude (g = 980.6199 gals.).
 QQ0100
 QQ0100.The modeled gravity was interpolated from observed gravity values.
 QQ0100
 QQ0100;                    North         East    Units  Estimated Accuracy
 QQ0100;SPC SD N     -   159,651.      864,149.      MT  (+/- 10 meters HH2 GPS)
 QQ0100
 QQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8562210180(NAD 83)
 QQ0100
 QQ0100                          SUPERSEDED SURVEY CONTROL
 QQ0100
 QQ0100  NAVD 88 (06/15/91)  350.708  (m)         1150.61   (f) SUPERSEDED  1 2
 QQ0100  NGVD 29 (??/??/92)  350.474  (m)         1149.85   (f) ADJ UNCH    1 2
 QQ0100
 QQ0100.Superseded values are not recommended for survey control.
 QQ0100
 QQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0100.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0100
 QQ0100_MARKER: DB = BENCH MARK DISK
 QQ0100_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0100_SP_SET: DOOR SILL
 QQ0100_STAMPING: ELEV. 1149.847
 QQ0100_MARK LOGO: CGS
 QQ0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0100+STABILITY: SURFACE MOTION
 QQ0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0100+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2011
 QQ0100
 QQ0100  HISTORY     - Date     Condition        Report By
 QQ0100  HISTORY     - 1904     MONUMENTED       CGS
 QQ0100  HISTORY     - 1905     GOOD             CGS
 QQ0100  HISTORY     - 1944     GOOD             CGS
 QQ0100  HISTORY     - 19950531 GOOD             LOCENG
 QQ0100  HISTORY     - 19970520 POOR             NGS
 QQ0100  HISTORY     - 20110819 GOOD             GEOCAC
 QQ0100
 QQ0100                          STATION DESCRIPTION
 QQ0100
 QQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0100'AT MILBANK.
 QQ0100'AT MILBANK, GRANT COUNTY, ABOUT 590 FEET SOUTH OF THE CHICAGO,
 QQ0100'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT THE NORTH
 QQ0100'ENTRANCE TO THE MASONIC BUILDING, ABOUT 4 FEET SOUTH OF THE
 QQ0100'NORTH WALL, IN THE SANDSTONE DOORSILL, AND ABOUT 9 INCHES EAST
 QQ0100'OF THE FRONT EDGE.  A STANDARD DISK, ERRONEOUSLY STAMPED.
 QQ0100
 QQ0100                          STATION RECOVERY (1944)
 QQ0100
 QQ0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 QQ0100'RECOVERED IN GOOD CONDITION.
 QQ0100
 QQ0100                          STATION RECOVERY (1995)
 QQ0100
 QQ0100'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GM)
 QQ0100'RECOVERED IN GOOD CONDITION.  NOTE--DISK IS UNDER A MAT THAT NEEDS TO
 QQ0100'BE LIFTED FOR USE.
 QQ0100
 QQ0100                          STATION RECOVERY (1997)
 QQ0100
 QQ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0100'IN MILBANK, AT THE INTERSECTION OF MAIN STREET AND 2ND AVENUE, IN THE
 QQ0100'NORTH END OF THE DOOR SILL OF THE 4TH DOOR SOUTH OF 2ND AVENUE, 30.0 M
 QQ0100'(98.4 FT) SOUTH OF THE AVENUE CENTERLINE, 15.1 M (49.5 FT) EAST OF THE
 QQ0100'STREET CENTERLINE, AND LEVEL WITH MAIN STREET.  NOTE--THE DISK HAS
 QQ0100'BEEN MUTILATED AND IS UNDER A CARPET.
 QQ0100
 QQ0100                          STATION RECOVERY (2011)
 QQ0100
 QQ0100'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QQ0100'DISK IS NO LONGER UNDER A CARPET. MARK WAS SET IN 1904 AND DESCRIBED
 QQ0100'ON P. 157, PRECISE LEVELING IN THE UNITED STATES 1903-1907.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0386 ***********************************************************************
 PR0386  DESIGNATION -  I 1
 PR0386  PID         -  PR0386
 PR0386  STATE/COUNTY-  SD/HAMLIN
 PR0386  COUNTRY     -  US
 PR0386  USGS QUAD   -  BRYANT (2017)
 PR0386
 PR0386                         *CURRENT SURVEY CONTROL
 PR0386  ______________________________________________________________________
 PR0386* NAD 83(1986) POSITION- 44 36 32.     (N) 097 28 19.     (W)   SCALED
 PR0386* NAVD 88 ORTHO HEIGHT -   558.513 (meters)     1832.39  (feet) ADJUSTED
 PR0386  ______________________________________________________________________
 PR0386  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 PR0386  DYNAMIC HEIGHT  -        558.419 (meters)     1832.08  (feet) COMP
 PR0386  MODELED GRAVITY -    980,431.5   (mgal)                       NAVD 88
 PR0386
 PR0386  VERT ORDER      -  FIRST     CLASS II
 PR0386
 PR0386.The horizontal coordinates were scaled from a map and have
 PR0386.an estimated accuracy of +/- 6 seconds.
 PR0386
 PR0386.The orthometric height was determined by differential leveling and
 PR0386.adjusted by the NATIONAL GEODETIC SURVEY
 PR0386.in June 1991.
 PR0386
 PR0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0386.GEOID18 height accuracy estimate available here.
 PR0386
 PR0386.Click photographs - Photos may exist for this station.
 PR0386
 PR0386.The dynamic height is computed by dividing the NAVD 88
 PR0386.geopotential number by the normal gravity value computed on the
 PR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0386.degrees latitude (g = 980.6199 gals.).
 PR0386
 PR0386.The modeled gravity was interpolated from observed gravity values.
 PR0386
 PR0386;                    North         East    Units  Estimated Accuracy
 PR0386;SPC SD N     -    89,310.      800,640.      MT  (+/- 180 meters Scaled)
 PR0386
 PR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ212406(NAD 83)
 PR0386
 PR0386                          SUPERSEDED SURVEY CONTROL
 PR0386
 PR0386  NGVD 29 (??/??/92)  558.228  (m)         1831.45   (f) ADJ UNCH    1 2
 PR0386
 PR0386.Superseded values are not recommended for survey control.
 PR0386
 PR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0386.See file dsdata.pdf to determine how the superseded data were derived.
 PR0386
 PR0386_MARKER: P = PIPE CAP
 PR0386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0386_STAMPING: ELEV 1831.453 FT
 PR0386_MARK LOGO: CGS
 PR0386_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0386
 PR0386  HISTORY     - Date     Condition        Report By
 PR0386  HISTORY     - 1905     MONUMENTED       CGS
 PR0386  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0386
 PR0386                          STATION DESCRIPTION
 PR0386
 PR0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0386'1.2 MI N FROM BRYANT.
 PR0386'1.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0386'PACIFIC RAILROAD FROM THE STATION AT BRYANT, HAMLIN COUNTY, ON
 PR0386'THE PROJECTED CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE,
 PR0386'64 FEET EAST OF THE CENTER LINE OF THE TRACK, 40 FEET EAST OF
 PR0386'THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 16 FEET SOUTH
 PR0386'OF A FENCE CORNER, AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.
 PR0386'A STANDARD CAP, STAMPED ELEV 1831.453 FT AND FASTENED ON THE
 PR0386'TOP OF A 3-1/2-INCH PIPE PROJECTING 2 INCHES ABOVE GROUND.
 PR0386
 PR0386                          STATION RECOVERY (1973)
 PR0386
 PR0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0386'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0029 ***********************************************************************
 PU0029  DESIGNATION -  I 10 B 1
 PU0029  PID         -  PU0029
 PU0029  STATE/COUNTY-  SD/MEADE
 PU0029  COUNTRY     -  US
 PU0029  USGS QUAD   -  WHITE OWL NW (2017)
 PU0029
 PU0029                         *CURRENT SURVEY CONTROL
 PU0029  ______________________________________________________________________
 PU0029* NAD 83(1986) POSITION- 44 42 45.     (N) 102 27 19.     (W)   SCALED
 PU0029* NAVD 88 ORTHO HEIGHT -   842.063 (meters)     2762.67  (feet) ADJUSTED
 PU0029  ______________________________________________________________________
 PU0029  GEOID HEIGHT    -        -18.621 (meters)                     GEOID18
 PU0029  DYNAMIC HEIGHT  -        841.863 (meters)     2762.01  (feet) COMP
 PU0029  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 PU0029
 PU0029  VERT ORDER      -  SECOND    CLASS 0
 PU0029
 PU0029.The horizontal coordinates were scaled from a map and have
 PU0029.an estimated accuracy of +/- 6 seconds.
 PU0029
 PU0029.The orthometric height was determined by differential leveling and
 PU0029.adjusted by the NATIONAL GEODETIC SURVEY
 PU0029.in June 1991.
 PU0029
 PU0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0029.GEOID18 height accuracy estimate available here.
 PU0029
 PU0029.Click photographs - Photos may exist for this station.
 PU0029
 PU0029.The dynamic height is computed by dividing the NAVD 88
 PU0029.geopotential number by the normal gravity value computed on the
 PU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0029.degrees latitude (g = 980.6199 gals.).
 PU0029
 PU0029.The modeled gravity was interpolated from observed gravity values.
 PU0029
 PU0029;                    North         East    Units  Estimated Accuracy
 PU0029;SPC SD N     -   100,650.      405,480.      MT  (+/- 180 meters Scaled)
 PU0029
 PU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK015541(NAD 83)
 PU0029
 PU0029                          SUPERSEDED SURVEY CONTROL
 PU0029
 PU0029  NGVD 29 (??/??/92)  841.60   (m)         2761.1    (f) COMPUTED    2 0
 PU0029
 PU0029.Superseded values are not recommended for survey control.
 PU0029
 PU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0029.See file dsdata.pdf to determine how the superseded data were derived.
 PU0029
 PU0029_MARKER: Z = SEE DESCRIPTION
 PU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0029_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0029+STABILITY: SURFACE MOTION
 PU0029
 PU0029  HISTORY     - Date     Condition        Report By
 PU0029  HISTORY     - UNK      MONUMENTED       USAF
 PU0029  HISTORY     - 1963     GOOD             CGS
 PU0029
 PU0029                          STATION DESCRIPTION
 PU0029
 PU0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0029'7.2 MI E FROM RED OWL.
 PU0029'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE
 PU0029'AND POST OFFICE AT RED OWL, THENCE 5.35 MILES EAST ALONG A
 PU0029'GRAVELED ROAD, THENCE 0.2 MILES WEST ACROSS COUNTRY AND ON THE
 PU0029'CREST OF A RIDGE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 PU0029'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 PU0029'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0986 ***********************************************************************
 PU0986  DESIGNATION -  I 10 B 2
 PU0986  PID         -  PU0986
 PU0986  STATE/COUNTY-  SD/MEADE
 PU0986  COUNTRY     -  US
 PU0986  USGS QUAD   -  WHITE OWL NW (2017)
 PU0986
 PU0986                         *CURRENT SURVEY CONTROL
 PU0986  ______________________________________________________________________
 PU0986* NAD 83(1986) POSITION- 44 42 56.     (N) 102 27 23.     (W)   SCALED
 PU0986* NAVD 88 ORTHO HEIGHT -   846.717 (meters)     2777.94  (feet) ADJUSTED
 PU0986  ______________________________________________________________________
 PU0986  GEOID HEIGHT    -        -18.616 (meters)                     GEOID18
 PU0986  DYNAMIC HEIGHT  -        846.517 (meters)     2777.28  (feet) COMP
 PU0986  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 PU0986
 PU0986  VERT ORDER      -  SECOND    CLASS 0
 PU0986
 PU0986.The horizontal coordinates were scaled from a map and have
 PU0986.an estimated accuracy of +/- 6 seconds.
 PU0986
 PU0986.The orthometric height was determined by differential leveling and
 PU0986.adjusted by the NATIONAL GEODETIC SURVEY
 PU0986.in June 1991.
 PU0986
 PU0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0986.GEOID18 height accuracy estimate available here.
 PU0986
 PU0986.Click photographs - Photos may exist for this station.
 PU0986
 PU0986.The dynamic height is computed by dividing the NAVD 88
 PU0986.geopotential number by the normal gravity value computed on the
 PU0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0986.degrees latitude (g = 980.6199 gals.).
 PU0986
 PU0986.The modeled gravity was interpolated from observed gravity values.
 PU0986
 PU0986;                    North         East    Units  Estimated Accuracy
 PU0986;SPC SD N     -   100,990.      405,400.      MT  (+/- 180 meters Scaled)
 PU0986
 PU0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK014545(NAD 83)
 PU0986
 PU0986                          SUPERSEDED SURVEY CONTROL
 PU0986
 PU0986  NGVD 29 (??/??/92)  846.26   (m)         2776.4    (f) COMPUTED    2 0
 PU0986
 PU0986.Superseded values are not recommended for survey control.
 PU0986
 PU0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0986.See file dsdata.pdf to determine how the superseded data were derived.
 PU0986
 PU0986_MARKER: DZ = AZIMUTH MARK DISK
 PU0986_SP_SET: PIER
 PU0986_STAMPING: I10 B2
 PU0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0986
 PU0986  HISTORY     - Date     Condition        Report By
 PU0986  HISTORY     - UNK      MONUMENTED       USAF
 PU0986  HISTORY     - 1963     GOOD             CGS
 PU0986
 PU0986                          STATION DESCRIPTION
 PU0986
 PU0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0986'6.8 MI ENE FROM RED OWL.
 PU0986'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0986'POST OFFICE AT RED OWL, THENCE 4.8 MILES EAST ALONG A GRAVELED
 PU0986'ROAD, THENCE 0.25 MILE SOUTH ACROSS COUNTRY, AND ON THE CREST
 PU0986'OF A HILL, IN SECTION 30, T 9 N, R 14 E, AND THE TOP SURFACE
 PU0986'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 PU0986'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0040 ***********************************************************************
 PU0040  DESIGNATION -  I 11 B 1
 PU0040  PID         -  PU0040
 PU0040  STATE/COUNTY-  SD/MEADE
 PU0040  COUNTRY     -  US
 PU0040  USGS QUAD   -  MARCUS (2017)
 PU0040
 PU0040                         *CURRENT SURVEY CONTROL
 PU0040  ______________________________________________________________________
 PU0040* NAD 83(1986) POSITION- 44 41 57.     (N) 102 21 54.     (W)   SCALED
 PU0040* NAVD 88 ORTHO HEIGHT -   840.295 (meters)     2756.87  (feet) ADJUSTED
 PU0040  ______________________________________________________________________
 PU0040  GEOID HEIGHT    -        -18.888 (meters)                     GEOID18
 PU0040  DYNAMIC HEIGHT  -        840.088 (meters)     2756.19  (feet) COMP
 PU0040  MODELED GRAVITY -    980,342.7   (mgal)                       NAVD 88
 PU0040
 PU0040  VERT ORDER      -  SECOND    CLASS 0
 PU0040
 PU0040.The horizontal coordinates were scaled from a map and have
 PU0040.an estimated accuracy of +/- 6 seconds.
 PU0040
 PU0040.The orthometric height was determined by differential leveling and
 PU0040.adjusted by the NATIONAL GEODETIC SURVEY
 PU0040.in June 1991.
 PU0040
 PU0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0040.GEOID18 height accuracy estimate available here.
 PU0040
 PU0040.Click photographs - Photos may exist for this station.
 PU0040
 PU0040.The dynamic height is computed by dividing the NAVD 88
 PU0040.geopotential number by the normal gravity value computed on the
 PU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0040.degrees latitude (g = 980.6199 gals.).
 PU0040
 PU0040.The modeled gravity was interpolated from observed gravity values.
 PU0040
 PU0040;                    North         East    Units  Estimated Accuracy
 PU0040;SPC SD N     -    98,950.      412,590.      MT  (+/- 180 meters Scaled)
 PU0040
 PU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK087529(NAD 83)
 PU0040
 PU0040                          SUPERSEDED SURVEY CONTROL
 PU0040
 PU0040  NGVD 29 (??/??/92)  839.83   (m)         2755.3    (f) COMPUTED    2 0
 PU0040
 PU0040.Superseded values are not recommended for survey control.
 PU0040
 PU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0040.See file dsdata.pdf to determine how the superseded data were derived.
 PU0040
 PU0040_MARKER: Z = SEE DESCRIPTION
 PU0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0040_STAMPING: I11 B1
 PU0040_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0040+STABILITY: SURFACE MOTION
 PU0040
 PU0040  HISTORY     - Date     Condition        Report By
 PU0040  HISTORY     - UNK      MONUMENTED       USAF
 PU0040  HISTORY     - 1963     GOOD             CGS
 PU0040
 PU0040                          STATION DESCRIPTION
 PU0040
 PU0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0040'8.1 MI NW FROM MARCUS.
 PU0040'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0040'OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0040'THENCE 4.05 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 PU0040'SOUTHEAST ACROSS COUNTRY AND ALONG A LOW RIDGE, IN SECTION 36,
 PU0040'T9N, R14E, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 PU0040'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0040'CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0039 ***********************************************************************
 PU0039  DESIGNATION -  I 11 B 2
 PU0039  PID         -  PU0039
 PU0039  STATE/COUNTY-  SD/MEADE
 PU0039  COUNTRY     -  US
 PU0039  USGS QUAD   -  MARCUS (2017)
 PU0039
 PU0039                         *CURRENT SURVEY CONTROL
 PU0039  ______________________________________________________________________
 PU0039* NAD 83(1986) POSITION- 44 42 06.     (N) 102 22 03.     (W)   SCALED
 PU0039* NAVD 88 ORTHO HEIGHT -   843.323 (meters)     2766.80  (feet) ADJUSTED
 PU0039  ______________________________________________________________________
 PU0039  GEOID HEIGHT    -        -18.879 (meters)                     GEOID18
 PU0039  DYNAMIC HEIGHT  -        843.116 (meters)     2766.12  (feet) COMP
 PU0039  MODELED GRAVITY -    980,343.2   (mgal)                       NAVD 88
 PU0039
 PU0039  VERT ORDER      -  SECOND    CLASS 0
 PU0039
 PU0039.The horizontal coordinates were scaled from a map and have
 PU0039.an estimated accuracy of +/- 6 seconds.
 PU0039
 PU0039.The orthometric height was determined by differential leveling and
 PU0039.adjusted by the NATIONAL GEODETIC SURVEY
 PU0039.in June 1991.
 PU0039
 PU0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0039.GEOID18 height accuracy estimate available here.
 PU0039
 PU0039.Click photographs - Photos may exist for this station.
 PU0039
 PU0039.The dynamic height is computed by dividing the NAVD 88
 PU0039.geopotential number by the normal gravity value computed on the
 PU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0039.degrees latitude (g = 980.6199 gals.).
 PU0039
 PU0039.The modeled gravity was interpolated from observed gravity values.
 PU0039
 PU0039;                    North         East    Units  Estimated Accuracy
 PU0039;SPC SD N     -    99,230.      412,400.      MT  (+/- 180 meters Scaled)
 PU0039
 PU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK085531(NAD 83)
 PU0039
 PU0039                          SUPERSEDED SURVEY CONTROL
 PU0039
 PU0039  NGVD 29 (??/??/92)  842.86   (m)         2765.3    (f) COMPUTED    2 0
 PU0039
 PU0039.Superseded values are not recommended for survey control.
 PU0039
 PU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0039.See file dsdata.pdf to determine how the superseded data were derived.
 PU0039
 PU0039_MARKER: DZ = AZIMUTH MARK DISK
 PU0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0039+STABILITY: SURFACE MOTION
 PU0039
 PU0039  HISTORY     - Date     Condition        Report By
 PU0039  HISTORY     - UNK      MONUMENTED       USAF
 PU0039  HISTORY     - 1963     GOOD             CGS
 PU0039
 PU0039                          STATION DESCRIPTION
 PU0039
 PU0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0039'7.8 MI NW FROM MARCUS.
 PU0039'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0039'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0039'ROAD, THENCE 4.05 MILES WEST ALONG A GRAVELED ROAD, IN SECTION
 PU0039'258 T9N, R14E, 56 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0039'13 FEET NORTH OF A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE
 PU0039'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 PU0039'CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0487 ***********************************************************************
 PR0487  DESIGNATION -  I 2
 PR0487  PID         -  PR0487
 PR0487  STATE/COUNTY-  SD/LAKE
 PR0487  COUNTRY     -  US
 PR0487  USGS QUAD   -  MADISON (2017)
 PR0487
 PR0487                         *CURRENT SURVEY CONTROL
 PR0487  ______________________________________________________________________
 PR0487* NAD 83(1986) POSITION- 44 00 03.     (N) 097 06 51.     (W)   SCALED
 PR0487* NAVD 88 ORTHO HEIGHT -   511.034 (meters)     1676.62  (feet) ADJUSTED
 PR0487  ______________________________________________________________________
 PR0487  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 PR0487  DYNAMIC HEIGHT  -        510.912 (meters)     1676.22  (feet) COMP
 PR0487  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 PR0487
 PR0487  VERT ORDER      -  FIRST     CLASS II
 PR0487
 PR0487.The horizontal coordinates were scaled from a map and have
 PR0487.an estimated accuracy of +/- 6 seconds.
 PR0487
 PR0487.The orthometric height was determined by differential leveling and
 PR0487.adjusted by the NATIONAL GEODETIC SURVEY
 PR0487.in June 1991.
 PR0487
 PR0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0487.GEOID18 height accuracy estimate available here.
 PR0487
 PR0487.Click photographs - Photos may exist for this station.
 PR0487
 PR0487.The dynamic height is computed by dividing the NAVD 88
 PR0487.geopotential number by the normal gravity value computed on the
 PR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0487.degrees latitude (g = 980.6199 gals.).
 PR0487
 PR0487.The modeled gravity was interpolated from observed gravity values.
 PR0487
 PR0487;                    North         East    Units  Estimated Accuracy
 PR0487;SPC SD S     -   190,250.      858,110.      MT  (+/- 180 meters Scaled)
 PR0487
 PR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP511736(NAD 83)
 PR0487
 PR0487                          SUPERSEDED SURVEY CONTROL
 PR0487
 PR0487  NGVD 29 (??/??/92)  510.74   (m)         1675.7    (f) COMPUTED    1 2
 PR0487
 PR0487.Superseded values are not recommended for survey control.
 PR0487
 PR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0487.See file dsdata.pdf to determine how the superseded data were derived.
 PR0487
 PR0487_MARKER: Z = SEE DESCRIPTION
 PR0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0487_SP_SET: BUILDING
 PR0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0487
 PR0487  HISTORY     - Date     Condition        Report By
 PR0487  HISTORY     - 1905     MONUMENTED       CGS
 PR0487  HISTORY     - 1934     GOOD             CGS
 PR0487  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0487  HISTORY     - 20110405 MARK NOT FOUND   INDIV
 PR0487
 PR0487                          STATION DESCRIPTION
 PR0487
 PR0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0487'AT MADISON.
 PR0487'AT MADISON, LAKE COUNTY, AT THE INTERSECTION OF EGAN AVENUE
 PR0487'AND FOURTH STREET, AT THE NORTHWEST CORNER OF THE HUNDEMER
 PR0487'BLOCK (IN 1905), IN THE UPPER LEVEL OF THE SANDSTONE CORNERSTONE,
 PR0487'NEXT TO THE BRICKWORK, AT THE EXTREME CORNER OF THE CORNERSTONE,
 PR0487'AND 2 FEET ABOVE THE SIDEWALK.  A TRIANGULAR SHELF.
 PR0487
 PR0487                          STATION RECOVERY (1968)
 PR0487
 PR0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0487'MARK NOT FOUND.
 PR0487
 PR0487                          STATION RECOVERY (2011)
 PR0487
 PR0487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0118 ***********************************************************************
 PU0118  DESIGNATION -  I 2 B 1
 PU0118  PID         -  PU0118
 PU0118  STATE/COUNTY-  SD/MEADE
 PU0118  COUNTRY     -  US
 PU0118  USGS QUAD   -  MARCUS (2017)
 PU0118
 PU0118                         *CURRENT SURVEY CONTROL
 PU0118  ______________________________________________________________________
 PU0118* NAD 83(1986) POSITION- 44 44 41.     (N) 102 17 18.     (W)   SCALED
 PU0118* NAVD 88 ORTHO HEIGHT -   724.586 (meters)     2377.25  (feet) ADJUSTED
 PU0118  ______________________________________________________________________
 PU0118  GEOID HEIGHT    -        -19.108 (meters)                     GEOID18
 PU0118  DYNAMIC HEIGHT  -        724.417 (meters)     2376.69  (feet) COMP
 PU0118  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 PU0118
 PU0118  VERT ORDER      -  SECOND    CLASS 0
 PU0118
 PU0118.The horizontal coordinates were scaled from a map and have
 PU0118.an estimated accuracy of +/- 6 seconds.
 PU0118
 PU0118.The orthometric height was determined by differential leveling and
 PU0118.adjusted by the NATIONAL GEODETIC SURVEY
 PU0118.in June 1991.
 PU0118
 PU0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0118.GEOID18 height accuracy estimate available here.
 PU0118
 PU0118.Click photographs - Photos may exist for this station.
 PU0118
 PU0118.The dynamic height is computed by dividing the NAVD 88
 PU0118.geopotential number by the normal gravity value computed on the
 PU0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0118.degrees latitude (g = 980.6199 gals.).
 PU0118
 PU0118.The modeled gravity was interpolated from observed gravity values.
 PU0118
 PU0118;                    North         East    Units  Estimated Accuracy
 PU0118;SPC SD N     -   103,840.      418,810.      MT  (+/- 180 meters Scaled)
 PU0118
 PU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK146581(NAD 83)
 PU0118
 PU0118                          SUPERSEDED SURVEY CONTROL
 PU0118
 PU0118  NGVD 29 (??/??/92)  724.12   (m)         2375.7    (f) COMPUTED    2 0
 PU0118
 PU0118.Superseded values are not recommended for survey control.
 PU0118
 PU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0118.See file dsdata.pdf to determine how the superseded data were derived.
 PU0118
 PU0118_MARKER: Z = SEE DESCRIPTION
 PU0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0118_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0118+STABILITY: SURFACE MOTION
 PU0118
 PU0118  HISTORY     - Date     Condition        Report By
 PU0118  HISTORY     - UNK      MONUMENTED       USAF
 PU0118  HISTORY     - 1963     GOOD             CGS
 PU0118
 PU0118                          STATION DESCRIPTION
 PU0118
 PU0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0118'6.6 MI N FROM MARCUS.
 PU0118'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0118'POST OFFICE AT MARCUS, THENCE 6.1 MILES NORTH ALONG A GRAVELED
 PU0118'ROAD, IN SECTION 15, T9N, R15E, 57 FEET EAST OF THE CENTER
 PU0118'LINE OF THE ROAD, 86 FEET SOUTH OF A POWER POLE, 23 FEET EAST OF
 PU0118'A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 PU0118'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 PU0118'CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0117 ***********************************************************************
 PU0117  DESIGNATION -  I 2 B 2
 PU0117  PID         -  PU0117
 PU0117  STATE/COUNTY-  SD/MEADE
 PU0117  COUNTRY     -  US
 PU0117  USGS QUAD   -  MARCUS (2017)
 PU0117
 PU0117                         *CURRENT SURVEY CONTROL
 PU0117  ______________________________________________________________________
 PU0117* NAD 83(1986) POSITION- 44 44 33.     (N) 102 17 05.     (W)   SCALED
 PU0117* NAVD 88 ORTHO HEIGHT -   725.769 (meters)     2381.13  (feet) ADJUSTED
 PU0117  ______________________________________________________________________
 PU0117  GEOID HEIGHT    -        -19.118 (meters)                     GEOID18
 PU0117  DYNAMIC HEIGHT  -        725.599 (meters)     2380.57  (feet) COMP
 PU0117  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 PU0117
 PU0117  VERT ORDER      -  SECOND    CLASS 0
 PU0117
 PU0117.The horizontal coordinates were scaled from a map and have
 PU0117.an estimated accuracy of +/- 6 seconds.
 PU0117
 PU0117.The orthometric height was determined by differential leveling and
 PU0117.adjusted by the NATIONAL GEODETIC SURVEY
 PU0117.in June 1991.
 PU0117
 PU0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0117.GEOID18 height accuracy estimate available here.
 PU0117
 PU0117.Click photographs - Photos may exist for this station.
 PU0117
 PU0117.The dynamic height is computed by dividing the NAVD 88
 PU0117.geopotential number by the normal gravity value computed on the
 PU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0117.degrees latitude (g = 980.6199 gals.).
 PU0117
 PU0117.The modeled gravity was interpolated from observed gravity values.
 PU0117
 PU0117;                    North         East    Units  Estimated Accuracy
 PU0117;SPC SD N     -   103,580.      419,080.      MT  (+/- 180 meters Scaled)
 PU0117
 PU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK149579(NAD 83)
 PU0117
 PU0117                          SUPERSEDED SURVEY CONTROL
 PU0117
 PU0117  NGVD 29 (??/??/92)  725.31   (m)         2379.6    (f) COMPUTED    2 0
 PU0117
 PU0117.Superseded values are not recommended for survey control.
 PU0117
 PU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0117.See file dsdata.pdf to determine how the superseded data were derived.
 PU0117
 PU0117_MARKER: Z = SEE DESCRIPTION
 PU0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0117_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0117+STABILITY: SURFACE MOTION
 PU0117
 PU0117  HISTORY     - Date     Condition        Report By
 PU0117  HISTORY     - UNK      MONUMENTED       USAF
 PU0117  HISTORY     - 1963     GOOD             CGS
 PU0117
 PU0117                          STATION DESCRIPTION
 PU0117
 PU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0117'6.8 MI N FROM MARCUS.
 PU0117'ABOUT 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0117'POST OFFICE AT MARCUS, THENCE 6.1 MILES NORTH ALONG A GRAVELED
 PU0117'ROAD, THENCE 0.2 MILE EAST-SOUTHEAST ACROSS COUNTRY AND ON THE
 PU0117'CREST OF A SMALL RIDGE, IN SECTION 15, T9N, R15E, AND THE
 PU0117'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 PU0117'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 PU0117'4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0128 ***********************************************************************
 PU0128  DESIGNATION -  I 3 B 1
 PU0128  PID         -  PU0128
 PU0128  STATE/COUNTY-  SD/MEADE
 PU0128  COUNTRY     -  US
 PU0128  USGS QUAD   -  MARCUS (2017)
 PU0128
 PU0128                         *CURRENT SURVEY CONTROL
 PU0128  ______________________________________________________________________
 PU0128* NAD 83(1986) POSITION- 44 39 55.     (N) 102 16 52.     (W)   SCALED
 PU0128* NAVD 88 ORTHO HEIGHT -   750.375 (meters)     2461.86  (feet) ADJUSTED
 PU0128  ______________________________________________________________________
 PU0128  GEOID HEIGHT    -        -19.154 (meters)                     GEOID18
 PU0128  DYNAMIC HEIGHT  -        750.194 (meters)     2461.26  (feet) COMP
 PU0128  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 PU0128
 PU0128  VERT ORDER      -  SECOND    CLASS 0
 PU0128
 PU0128.The horizontal coordinates were scaled from a map and have
 PU0128.an estimated accuracy of +/- 6 seconds.
 PU0128
 PU0128.The orthometric height was determined by differential leveling and
 PU0128.adjusted by the NATIONAL GEODETIC SURVEY
 PU0128.in June 1991.
 PU0128
 PU0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0128.GEOID18 height accuracy estimate available here.
 PU0128
 PU0128.Click photographs - Photos may exist for this station.
 PU0128
 PU0128.The dynamic height is computed by dividing the NAVD 88
 PU0128.geopotential number by the normal gravity value computed on the
 PU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0128.degrees latitude (g = 980.6199 gals.).
 PU0128
 PU0128.The modeled gravity was interpolated from observed gravity values.
 PU0128
 PU0128;                    North         East    Units  Estimated Accuracy
 PU0128;SPC SD N     -    95,000.      419,130.      MT  (+/- 180 meters Scaled)
 PU0128
 PU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK155493(NAD 83)
 PU0128
 PU0128                          SUPERSEDED SURVEY CONTROL
 PU0128
 PU0128  NGVD 29 (??/??/92)  749.91   (m)         2460.3    (f) COMPUTED    2 0
 PU0128
 PU0128.Superseded values are not recommended for survey control.
 PU0128
 PU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0128.See file dsdata.pdf to determine how the superseded data were derived.
 PU0128
 PU0128_MARKER: Z = SEE DESCRIPTION
 PU0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0128_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0128+STABILITY: SURFACE MOTION
 PU0128
 PU0128  HISTORY     - Date     Condition        Report By
 PU0128  HISTORY     - UNK      MONUMENTED       USAF
 PU0128  HISTORY     - 1963     GOOD             CGS
 PU0128
 PU0128                          STATION DESCRIPTION
 PU0128
 PU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0128'1 MI NW FROM MARCUS.
 PU0128'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0128'POST OFFICE AT MARCUS, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 PU0128'ROAD, IN SECTION 11, T8N, R15E, 50 FEET EAST OF THE CENTER
 PU0128'LINE OF THE ROAD, 10 FEET NORTHEAST OF A FENCE CORNER, 7 1/2
 PU0128'FEET NORTH OF AN EAST-WEST FENCE LINE, AND THE TOP SURFACE OVER
 PU0128'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 PU0128'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0124 ***********************************************************************
 PU0124  DESIGNATION -  I 3 B 2
 PU0124  PID         -  PU0124
 PU0124  STATE/COUNTY-  SD/MEADE
 PU0124  COUNTRY     -  US
 PU0124  USGS QUAD   -  MARCUS (2017)
 PU0124
 PU0124                         *CURRENT SURVEY CONTROL
 PU0124  ______________________________________________________________________
 PU0124* NAD 83(1986) POSITION- 44 40 06.     (N) 102 16 48.     (W)   SCALED
 PU0124* NAVD 88 ORTHO HEIGHT -   753.791 (meters)     2473.06  (feet) ADJUSTED
 PU0124  ______________________________________________________________________
 PU0124  GEOID HEIGHT    -        -19.156 (meters)                     GEOID18
 PU0124  DYNAMIC HEIGHT  -        753.609 (meters)     2472.47  (feet) COMP
 PU0124  MODELED GRAVITY -    980,351.4   (mgal)                       NAVD 88
 PU0124
 PU0124  VERT ORDER      -  SECOND    CLASS 0
 PU0124
 PU0124.The horizontal coordinates were scaled from a map and have
 PU0124.an estimated accuracy of +/- 6 seconds.
 PU0124
 PU0124.The orthometric height was determined by differential leveling and
 PU0124.adjusted by the NATIONAL GEODETIC SURVEY
 PU0124.in June 1991.
 PU0124
 PU0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0124.GEOID18 height accuracy estimate available here.
 PU0124
 PU0124.Click photographs - Photos may exist for this station.
 PU0124
 PU0124.The dynamic height is computed by dividing the NAVD 88
 PU0124.geopotential number by the normal gravity value computed on the
 PU0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0124.degrees latitude (g = 980.6199 gals.).
 PU0124
 PU0124.The modeled gravity was interpolated from observed gravity values.
 PU0124
 PU0124;                    North         East    Units  Estimated Accuracy
 PU0124;SPC SD N     -    95,330.      419,230.      MT  (+/- 180 meters Scaled)
 PU0124
 PU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK156497(NAD 83)
 PU0124
 PU0124                          SUPERSEDED SURVEY CONTROL
 PU0124
 PU0124  NGVD 29 (??/??/92)  753.33   (m)         2471.6    (f) COMPUTED    2 0
 PU0124
 PU0124.Superseded values are not recommended for survey control.
 PU0124
 PU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0124.See file dsdata.pdf to determine how the superseded data were derived.
 PU0124
 PU0124_MARKER: Z = SEE DESCRIPTION
 PU0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0124_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0124+STABILITY: SURFACE MOTION
 PU0124
 PU0124  HISTORY     - Date     Condition        Report By
 PU0124  HISTORY     - UNK      MONUMENTED       USAF
 PU0124  HISTORY     - 1963     GOOD             CGS
 PU0124
 PU0124                          STATION DESCRIPTION
 PU0124
 PU0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0124'1.3 MI NW FROM MARCUS.
 PU0124'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0124'POST OFFICE AT MARCUS, THENCE 0.7 MILE NORTH ALONG A GRAVELED
 PU0124'ROAD, THENCE 0.1 MILE EAST ALONG AN EAST-WEST FENCE LINE, IN
 PU0124'SECTION 11, T8N, R15E, 1 FOOT SOUTH OF A FENCE, AND THE
 PU0124'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 PU0124'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 PU0124'PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0326 ***********************************************************************
 OQ0326  DESIGNATION -  I 3 RESET
 OQ0326  PID         -  OQ0326
 OQ0326  STATE/COUNTY-  SD/MINNEHAHA
 OQ0326  COUNTRY     -  US
 OQ0326  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0326
 OQ0326                         *CURRENT SURVEY CONTROL
 OQ0326  ______________________________________________________________________
 OQ0326* NAD 83(1986) POSITION- 43 35 14.     (N) 096 43 40.     (W)   SCALED
 OQ0326* NAVD 88 ORTHO HEIGHT -   434.035 (meters)     1424.00  (feet) ADJUSTED
 OQ0326  ______________________________________________________________________
 OQ0326  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 OQ0326  DYNAMIC HEIGHT  -        433.923 (meters)     1423.63  (feet) COMP
 OQ0326  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 OQ0326
 OQ0326  VERT ORDER      -  FIRST     CLASS II
 OQ0326
 OQ0326.The horizontal coordinates were scaled from a map and have
 OQ0326.an estimated accuracy of +/- 6 seconds.
 OQ0326
 OQ0326.The orthometric height was determined by differential leveling and
 OQ0326.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0326.in June 1991.
 OQ0326
 OQ0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0326.GEOID18 height accuracy estimate available here.
 OQ0326
 OQ0326.Click photographs - Photos may exist for this station.
 OQ0326
 OQ0326.The dynamic height is computed by dividing the NAVD 88
 OQ0326.geopotential number by the normal gravity value computed on the
 OQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0326.degrees latitude (g = 980.6199 gals.).
 OQ0326
 OQ0326.The modeled gravity was interpolated from observed gravity values.
 OQ0326
 OQ0326;                    North         East    Units  Estimated Accuracy
 OQ0326;SPC SD S     -   145,620.      891,070.      MT  (+/- 180 meters Scaled)
 OQ0326
 OQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP834285(NAD 83)
 OQ0326
 OQ0326                          SUPERSEDED SURVEY CONTROL
 OQ0326
 OQ0326  NGVD 29 (??/??/92)  433.752  (m)         1423.07   (f) ADJ UNCH    1 2
 OQ0326
 OQ0326.Superseded values are not recommended for survey control.
 OQ0326
 OQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0326.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0326
 OQ0326_MARKER: P = PIPE CAP
 OQ0326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0326_STAMPING: ELEV 1423.101 FT RESET 1949
 OQ0326_MARK LOGO: CGS
 OQ0326_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0326
 OQ0326  HISTORY     - Date     Condition        Report By
 OQ0326  HISTORY     - 1949     MONUMENTED       CGS
 OQ0326
 OQ0326                          STATION DESCRIPTION
 OQ0326
 OQ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0326'4 MI S FROM RENNER.
 OQ0326'4.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0326'RAILROAD FROM THE STATION AT RENNER, 1 1/2 POLES NORTH OF
 OQ0326'MILEPOST 73, AT A ROAD CROSSING, 90.0 FEET SOUTH OF THE CENTER
 OQ0326'LINE OF THE ROAD, 46.0 FEET EAST OF THE EAST RAIL OF THE TRACK,
 OQ0326'1.9 FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, AND
 OQ0326'SCREWED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.6 FOOT
 OQ0326'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0168 ***********************************************************************
 PU0168  DESIGNATION -  I 4 B 1
 PU0168  PID         -  PU0168
 PU0168  STATE/COUNTY-  SD/MEADE
 PU0168  COUNTRY     -  US
 PU0168  USGS QUAD   -  PLAINVIEW (2017)
 PU0168
 PU0168                         *CURRENT SURVEY CONTROL
 PU0168  ______________________________________________________________________
 PU0168* NAD 83(1986) POSITION- 44 36 26.     (N) 102 13 44.     (W)   SCALED
 PU0168* NAVD 88 ORTHO HEIGHT -   786.860 (meters)     2581.56  (feet) ADJUSTED
 PU0168  ______________________________________________________________________
 PU0168  GEOID HEIGHT    -        -19.306 (meters)                     GEOID18
 PU0168  DYNAMIC HEIGHT  -        786.673 (meters)     2580.94  (feet) COMP
 PU0168  MODELED GRAVITY -    980,353.5   (mgal)                       NAVD 88
 PU0168
 PU0168  VERT ORDER      -  SECOND    CLASS 0
 PU0168
 PU0168.The horizontal coordinates were scaled from a map and have
 PU0168.an estimated accuracy of +/- 6 seconds.
 PU0168
 PU0168.The orthometric height was determined by differential leveling and
 PU0168.adjusted by the NATIONAL GEODETIC SURVEY
 PU0168.in June 1991.
 PU0168
 PU0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0168.GEOID18 height accuracy estimate available here.
 PU0168
 PU0168.Click photographs - Photos may exist for this station.
 PU0168
 PU0168.The dynamic height is computed by dividing the NAVD 88
 PU0168.geopotential number by the normal gravity value computed on the
 PU0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0168.degrees latitude (g = 980.6199 gals.).
 PU0168
 PU0168.The modeled gravity was interpolated from observed gravity values.
 PU0168
 PU0168;                    North         East    Units  Estimated Accuracy
 PU0168;SPC SD N     -    88,430.      423,090.      MT  (+/- 180 meters Scaled)
 PU0168
 PU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK198430(NAD 83)
 PU0168
 PU0168                          SUPERSEDED SURVEY CONTROL
 PU0168
 PU0168  NGVD 29 (??/??/92)  786.40   (m)         2580.0    (f) COMPUTED    2 0
 PU0168
 PU0168.Superseded values are not recommended for survey control.
 PU0168
 PU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0168.See file dsdata.pdf to determine how the superseded data were derived.
 PU0168
 PU0168_MARKER: Z = SEE DESCRIPTION
 PU0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0168_PROJECTION: PROJECTING 152 CENTIMETERS
 PU0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0168+STABILITY: SURFACE MOTION
 PU0168
 PU0168  HISTORY     - Date     Condition        Report By
 PU0168  HISTORY     - UNK      MONUMENTED       USAF
 PU0168  HISTORY     - 1963     GOOD             CGS
 PU0168  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU0168
 PU0168                          STATION DESCRIPTION
 PU0168
 PU0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0168'4 MI W FROM PLAINVIEW.
 PU0168'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0168'AND POST OFFICE AT PLAINVIEW, THENCE 0.35 MILE NORTH-NORTHEAST
 PU0168'OVER A HILL AND ACROSS COUNTRY TO I4 B2, THENCE 0.4 MILE WEST
 PU0168'ACROSS COUNTRY, 0.2 MILE WEST OF A NORTH-SOUTH FENCE LINE, AND
 PU0168'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 PU0168'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 PU0168'PROJECTING 5 FEET.
 PU0168
 PU0168                          STATION RECOVERY (1995)
 PU0168
 PU0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0168'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0169 ***********************************************************************
 PU0169  DESIGNATION -  I 4 B 2
 PU0169  PID         -  PU0169
 PU0169  STATE/COUNTY-  SD/MEADE
 PU0169  COUNTRY     -  US
 PU0169  USGS QUAD   -  PLAINVIEW (2017)
 PU0169
 PU0169                         *CURRENT SURVEY CONTROL
 PU0169  ______________________________________________________________________
 PU0169* NAD 83(1986) POSITION- 44 36 24.     (N) 102 13 24.     (W)   SCALED
 PU0169* NAVD 88 ORTHO HEIGHT -   779.984 (meters)     2559.00  (feet) ADJUSTED
 PU0169  ______________________________________________________________________
 PU0169  GEOID HEIGHT    -        -19.322 (meters)                     GEOID18
 PU0169  DYNAMIC HEIGHT  -        779.799 (meters)     2558.39  (feet) COMP
 PU0169  MODELED GRAVITY -    980,354.0   (mgal)                       NAVD 88
 PU0169
 PU0169  VERT ORDER      -  SECOND    CLASS 0
 PU0169
 PU0169.The horizontal coordinates were scaled from a map and have
 PU0169.an estimated accuracy of +/- 6 seconds.
 PU0169
 PU0169.The orthometric height was determined by differential leveling and
 PU0169.adjusted by the NATIONAL GEODETIC SURVEY
 PU0169.in June 1991.
 PU0169
 PU0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0169.GEOID18 height accuracy estimate available here.
 PU0169
 PU0169.Click photographs - Photos may exist for this station.
 PU0169
 PU0169.The dynamic height is computed by dividing the NAVD 88
 PU0169.geopotential number by the normal gravity value computed on the
 PU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0169.degrees latitude (g = 980.6199 gals.).
 PU0169
 PU0169.The modeled gravity was interpolated from observed gravity values.
 PU0169
 PU0169;                    North         East    Units  Estimated Accuracy
 PU0169;SPC SD N     -    88,360.      423,530.      MT  (+/- 180 meters Scaled)
 PU0169
 PU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK203430(NAD 83)
 PU0169
 PU0169                          SUPERSEDED SURVEY CONTROL
 PU0169
 PU0169  NGVD 29 (??/??/92)  779.53   (m)         2557.5    (f) COMPUTED    2 0
 PU0169
 PU0169.Superseded values are not recommended for survey control.
 PU0169
 PU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0169.See file dsdata.pdf to determine how the superseded data were derived.
 PU0169
 PU0169_MARKER: Z = SEE DESCRIPTION
 PU0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0169_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0169+STABILITY: SURFACE MOTION
 PU0169
 PU0169  HISTORY     - Date     Condition        Report By
 PU0169  HISTORY     - UNK      MONUMENTED       USAF
 PU0169  HISTORY     - 1963     GOOD             CGS
 PU0169  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU0169
 PU0169                          STATION DESCRIPTION
 PU0169
 PU0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0169'3.6 MI W FROM PLAINVIEW.
 PU0169'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0169'AT PLAINVIEW, THENCE 0.35 MILE NORTH-NORTHEAST OVER A HILL,
 PU0169'AND ACROSS COUNTRY, AND THE TOP SURFACE OVER THE CENTER HOLE
 PU0169'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 PU0169'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 PU0169
 PU0169                          STATION RECOVERY (1995)
 PU0169
 PU0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0169'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0195 ***********************************************************************
 PU0195  DESIGNATION -  I 5 B 1
 PU0195  PID         -  PU0195
 PU0195  STATE/COUNTY-  SD/MEADE
 PU0195  COUNTRY     -  US
 PU0195  USGS QUAD   -  PLAINVIEW (2017)
 PU0195
 PU0195                         *CURRENT SURVEY CONTROL
 PU0195  ______________________________________________________________________
 PU0195* NAD 83(1986) POSITION- 44 36 57.     (N) 102 07 33.     (W)   SCALED
 PU0195* NAVD 88 ORTHO HEIGHT -   730.183 (meters)     2395.61  (feet) ADJUSTED
 PU0195  ______________________________________________________________________
 PU0195  GEOID HEIGHT    -        -19.601 (meters)                     GEOID18
 PU0195  DYNAMIC HEIGHT  -        730.012 (meters)     2395.05  (feet) COMP
 PU0195  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 PU0195
 PU0195  VERT ORDER      -  SECOND    CLASS 0
 PU0195
 PU0195.The horizontal coordinates were scaled from a map and have
 PU0195.an estimated accuracy of +/- 6 seconds.
 PU0195
 PU0195.The orthometric height was determined by differential leveling and
 PU0195.adjusted by the NATIONAL GEODETIC SURVEY
 PU0195.in June 1991.
 PU0195
 PU0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0195.GEOID18 height accuracy estimate available here.
 PU0195
 PU0195.Click photographs - Photos may exist for this station.
 PU0195
 PU0195.The dynamic height is computed by dividing the NAVD 88
 PU0195.geopotential number by the normal gravity value computed on the
 PU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0195.degrees latitude (g = 980.6199 gals.).
 PU0195
 PU0195.The modeled gravity was interpolated from observed gravity values.
 PU0195
 PU0195;                    North         East    Units  Estimated Accuracy
 PU0195;SPC SD N     -    89,170.      431,290.      MT  (+/- 180 meters Scaled)
 PU0195
 PU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK280442(NAD 83)
 PU0195
 PU0195                          SUPERSEDED SURVEY CONTROL
 PU0195
 PU0195  NGVD 29 (??/??/92)  729.73   (m)         2394.1    (f) COMPUTED    2 0
 PU0195
 PU0195.Superseded values are not recommended for survey control.
 PU0195
 PU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0195.See file dsdata.pdf to determine how the superseded data were derived.
 PU0195
 PU0195_MARKER: Z = SEE DESCRIPTION
 PU0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0195_STAMPING: I5 B1
 PU0195_PROJECTION: PROJECTING 152 CENTIMETERS
 PU0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0195+STABILITY: SURFACE MOTION
 PU0195
 PU0195  HISTORY     - Date     Condition        Report By
 PU0195  HISTORY     - UNK      MONUMENTED       USAF
 PU0195  HISTORY     - 1963     GOOD             CGS
 PU0195  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU0195
 PU0195                          STATION DESCRIPTION
 PU0195
 PU0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0195'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0195'POST OFFICE AT PLAINVIEW, 0.2 MILE SOUTHWEST OF A CURVE IN THE
 PU0195'HIGHWAY, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PU0195'10 FEET SOUTHEAST OF A FENCE, AND THE TOP SURFACE OVER THE
 PU0195'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 PU0195'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
 PU0195
 PU0195                          STATION RECOVERY (1995)
 PU0195
 PU0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0195'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0196 ***********************************************************************
 PU0196  DESIGNATION -  I 5 B 2
 PU0196  PID         -  PU0196
 PU0196  STATE/COUNTY-  SD/MEADE
 PU0196  COUNTRY     -  US
 PU0196  USGS QUAD   -  HOWES (2017)
 PU0196
 PU0196                         *CURRENT SURVEY CONTROL
 PU0196  ______________________________________________________________________
 PU0196* NAD 83(1986) POSITION- 44 36 41.     (N) 102 07 27.     (W)   SCALED
 PU0196* NAVD 88 ORTHO HEIGHT -   728.905 (meters)     2391.42  (feet) ADJUSTED
 PU0196  ______________________________________________________________________
 PU0196  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 PU0196  DYNAMIC HEIGHT  -        728.735 (meters)     2390.86  (feet) COMP
 PU0196  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 PU0196
 PU0196  VERT ORDER      -  SECOND    CLASS 0
 PU0196
 PU0196.The horizontal coordinates were scaled from a map and have
 PU0196.an estimated accuracy of +/- 6 seconds.
 PU0196
 PU0196.The orthometric height was determined by differential leveling and
 PU0196.adjusted by the NATIONAL GEODETIC SURVEY
 PU0196.in June 1991.
 PU0196
 PU0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0196.GEOID18 height accuracy estimate available here.
 PU0196
 PU0196.Click photographs - Photos may exist for this station.
 PU0196
 PU0196.The dynamic height is computed by dividing the NAVD 88
 PU0196.geopotential number by the normal gravity value computed on the
 PU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0196.degrees latitude (g = 980.6199 gals.).
 PU0196
 PU0196.The modeled gravity was interpolated from observed gravity values.
 PU0196
 PU0196;                    North         East    Units  Estimated Accuracy
 PU0196;SPC SD N     -    88,670.      431,410.      MT  (+/- 180 meters Scaled)
 PU0196
 PU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK281438(NAD 83)
 PU0196
 PU0196                          SUPERSEDED SURVEY CONTROL
 PU0196
 PU0196  NGVD 29 (??/??/92)  728.45   (m)         2389.9    (f) COMPUTED    2 0
 PU0196
 PU0196.Superseded values are not recommended for survey control.
 PU0196
 PU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0196.See file dsdata.pdf to determine how the superseded data were derived.
 PU0196
 PU0196_MARKER: Z = SEE DESCRIPTION
 PU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0196_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0196+STABILITY: SURFACE MOTION
 PU0196
 PU0196  HISTORY     - Date     Condition        Report By
 PU0196  HISTORY     - UNK      MONUMENTED       USAF
 PU0196  HISTORY     - 1963     GOOD             CGS
 PU0196  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU0196
 PU0196                          STATION DESCRIPTION
 PU0196
 PU0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0196'2.5 MI E FROM PLAINVIEW.
 PU0196'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0196'AND POST OFFICE AT PLAINVIEW TO I5 B1 ON THE RIGHT, THENCE
 PU0196'0.45 MILE SOUTH-SOUTHEAST ACROSS COUNTRY, AND THE TOP SURFACE
 PU0196'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 PU0196'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 PU0196
 PU0196                          STATION RECOVERY (1995)
 PU0196
 PU0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0196'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0189 ***********************************************************************
 PU0189  DESIGNATION -  I 6 B 1
 PU0189  PID         -  PU0189
 PU0189  STATE/COUNTY-  SD/MEADE
 PU0189  COUNTRY     -  US
 PU0189  USGS QUAD   -  PLAINVIEW (2017)
 PU0189
 PU0189                         *CURRENT SURVEY CONTROL
 PU0189  ______________________________________________________________________
 PU0189* NAD 83(1986) POSITION- 44 32 40.     (N) 102 10 35.     (W)   SCALED
 PU0189* NAVD 88 ORTHO HEIGHT -   727.689 (meters)     2387.43  (feet) ADJUSTED
 PU0189  ______________________________________________________________________
 PU0189  GEOID HEIGHT    -        -19.476 (meters)                     GEOID18
 PU0189  DYNAMIC HEIGHT  -        727.517 (meters)     2386.86  (feet) COMP
 PU0189  MODELED GRAVITY -    980,358.2   (mgal)                       NAVD 88
 PU0189
 PU0189  VERT ORDER      -  SECOND    CLASS 0
 PU0189
 PU0189.The horizontal coordinates were scaled from a map and have
 PU0189.an estimated accuracy of +/- 6 seconds.
 PU0189
 PU0189.The orthometric height was determined by differential leveling and
 PU0189.adjusted by the NATIONAL GEODETIC SURVEY
 PU0189.in June 1991.
 PU0189
 PU0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0189.GEOID18 height accuracy estimate available here.
 PU0189
 PU0189.Click photographs - Photos may exist for this station.
 PU0189
 PU0189.The dynamic height is computed by dividing the NAVD 88
 PU0189.geopotential number by the normal gravity value computed on the
 PU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0189.degrees latitude (g = 980.6199 gals.).
 PU0189
 PU0189.The modeled gravity was interpolated from observed gravity values.
 PU0189
 PU0189;                    North         East    Units  Estimated Accuracy
 PU0189;SPC SD N     -    81,350.      427,070.      MT  (+/- 180 meters Scaled)
 PU0189
 PU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK243362(NAD 83)
 PU0189
 PU0189                          SUPERSEDED SURVEY CONTROL
 PU0189
 PU0189  NGVD 29 (??/??/92)  727.23   (m)         2385.9    (f) COMPUTED    2 0
 PU0189
 PU0189.Superseded values are not recommended for survey control.
 PU0189
 PU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0189.See file dsdata.pdf to determine how the superseded data were derived.
 PU0189
 PU0189_MARKER: Z = SEE DESCRIPTION
 PU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0189_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0189+STABILITY: SURFACE MOTION
 PU0189
 PU0189  HISTORY     - Date     Condition        Report By
 PU0189  HISTORY     - UNK      MONUMENTED       USAF
 PU0189  HISTORY     - 1963     GOOD             CGS
 PU0189
 PU0189                          STATION DESCRIPTION
 PU0189
 PU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0189'5.2 MI SSW FROM PLAINVIEW.
 PU0189'ABOUT 4.65 MILES SOUTH-SOUTHWEST ALONG A GRAVELED ROAD FROM
 PU0189'THE STORE AND POST OFFICE AT PLAINVIEW TO BIG 1962 AZIMUTH
 PU0189'ON THE RIGHT AT THE GATE, THENCE 0.3 MILE NORTH ALONG A TRAIL
 PU0189'ROAD AND FENCE LINE TO I6 B2, THENCE 0.3 MILE WEST-SOUTHWEST
 PU0189'ACROSS COUNTRY, 105 FEET EAST-NORTHEAST OF THE CENTER LINE OF A
 PU0189'PRIVATE TRAIL ROAD, 52 FEET EAST-NORTHEAST OF AN UNDERGROUND
 PU0189'CABLE LINE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 PU0189'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 PU0189'CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0188 ***********************************************************************
 PU0188  DESIGNATION -  I 6 B 2
 PU0188  PID         -  PU0188
 PU0188  STATE/COUNTY-  SD/MEADE
 PU0188  COUNTRY     -  US
 PU0188  USGS QUAD   -  PLAINVIEW (2017)
 PU0188
 PU0188                         *CURRENT SURVEY CONTROL
 PU0188  ______________________________________________________________________
 PU0188* NAD 83(1986) POSITION- 44 32 42.     (N) 102 10 16.     (W)   SCALED
 PU0188* NAVD 88 ORTHO HEIGHT -   738.470 (meters)     2422.80  (feet) ADJUSTED
 PU0188  ______________________________________________________________________
 PU0188  GEOID HEIGHT    -        -19.490 (meters)                     GEOID18
 PU0188  DYNAMIC HEIGHT  -        738.297 (meters)     2422.23  (feet) COMP
 PU0188  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 PU0188
 PU0188  VERT ORDER      -  SECOND    CLASS 0
 PU0188
 PU0188.The horizontal coordinates were scaled from a map and have
 PU0188.an estimated accuracy of +/- 6 seconds.
 PU0188
 PU0188.The orthometric height was determined by differential leveling and
 PU0188.adjusted by the NATIONAL GEODETIC SURVEY
 PU0188.in June 1991.
 PU0188
 PU0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0188.GEOID18 height accuracy estimate available here.
 PU0188
 PU0188.Click photographs - Photos may exist for this station.
 PU0188
 PU0188.The dynamic height is computed by dividing the NAVD 88
 PU0188.geopotential number by the normal gravity value computed on the
 PU0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0188.degrees latitude (g = 980.6199 gals.).
 PU0188
 PU0188.The modeled gravity was interpolated from observed gravity values.
 PU0188
 PU0188;                    North         East    Units  Estimated Accuracy
 PU0188;SPC SD N     -    81,400.      427,490.      MT  (+/- 180 meters Scaled)
 PU0188
 PU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK247363(NAD 83)
 PU0188
 PU0188                          SUPERSEDED SURVEY CONTROL
 PU0188
 PU0188  NGVD 29 (??/??/92)  738.02   (m)         2421.3    (f) COMPUTED    2 0
 PU0188
 PU0188.Superseded values are not recommended for survey control.
 PU0188
 PU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0188.See file dsdata.pdf to determine how the superseded data were derived.
 PU0188
 PU0188_MARKER: Z = SEE DESCRIPTION
 PU0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0188_STAMPING: I6 B2
 PU0188_PROJECTION: PROJECTING 152 CENTIMETERS
 PU0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0188+STABILITY: SURFACE MOTION
 PU0188
 PU0188  HISTORY     - Date     Condition        Report By
 PU0188  HISTORY     - UNK      MONUMENTED       USAF
 PU0188  HISTORY     - 1963     GOOD             CGS
 PU0188
 PU0188                          STATION DESCRIPTION
 PU0188
 PU0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0188'5 MI SSW FROM PLAINVIEW.
 PU0188'ABOUT 4.65 MILES SOUTH-SOUTHWEST ALONG A GRAVELED ROAD FROM THE
 PU0188'STORE AND POST OFFICE AT PLAINVIEW, TO BIG 1962 AZIMUTH ON THE
 PU0188'RIGHT AT THE GATE, THENCE 0.3 MILE NORTH ALONG A TRAIL ROAD
 PU0188'AND FENCE LINE, 0.1 MILE SOUTH OF A T-FENCE CORNER, 115 FEET
 PU0188'SOUTHEAST OF A POWER POLE, 19 FEET WEST OF A FENCE, AND THE
 PU0188'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 PU0188'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 PU0188'PROJECTING 5 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0301 ***********************************************************************
 PU0301  DESIGNATION -  I 7 B 1
 PU0301  PID         -  PU0301
 PU0301  STATE/COUNTY-  SD/MEADE
 PU0301  COUNTRY     -  US
 PU0301  USGS QUAD   -  WHITE OWL (2017)
 PU0301
 PU0301                         *CURRENT SURVEY CONTROL
 PU0301  ______________________________________________________________________
 PU0301* NAD 83(1986) POSITION- 44 30 30.     (N) 102 28 43.     (W)   SCALED
 PU0301* NAVD 88 ORTHO HEIGHT -   845.507 (meters)     2773.97  (feet) ADJUSTED
 PU0301  ______________________________________________________________________
 PU0301  GEOID HEIGHT    -        -18.710 (meters)                     GEOID18
 PU0301  DYNAMIC HEIGHT  -        845.276 (meters)     2773.21  (feet) COMP
 PU0301  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 PU0301
 PU0301  VERT ORDER      -  SECOND    CLASS 0
 PU0301
 PU0301.The horizontal coordinates were scaled from a map and have
 PU0301.an estimated accuracy of +/- 6 seconds.
 PU0301
 PU0301.The orthometric height was determined by differential leveling and
 PU0301.adjusted by the NATIONAL GEODETIC SURVEY
 PU0301.in June 1991.
 PU0301
 PU0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0301.GEOID18 height accuracy estimate available here.
 PU0301
 PU0301.Click photographs - Photos may exist for this station.
 PU0301
 PU0301.The dynamic height is computed by dividing the NAVD 88
 PU0301.geopotential number by the normal gravity value computed on the
 PU0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0301.degrees latitude (g = 980.6199 gals.).
 PU0301
 PU0301.The modeled gravity was interpolated from observed gravity values.
 PU0301
 PU0301;                    North         East    Units  Estimated Accuracy
 PU0301;SPC SD N     -    78,030.      402,940.      MT  (+/- 180 meters Scaled)
 PU0301
 PU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK004314(NAD 83)
 PU0301
 PU0301                          SUPERSEDED SURVEY CONTROL
 PU0301
 PU0301  NGVD 29 (??/??/92)  845.04   (m)         2772.4    (f) COMPUTED    2 0
 PU0301
 PU0301.Superseded values are not recommended for survey control.
 PU0301
 PU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0301.See file dsdata.pdf to determine how the superseded data were derived.
 PU0301
 PU0301_MARKER: Z = SEE DESCRIPTION
 PU0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0301_STAMPING: I7 B1
 PU0301_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0301+STABILITY: SURFACE MOTION
 PU0301
 PU0301  HISTORY     - Date     Condition        Report By
 PU0301  HISTORY     - UNK      MONUMENTED       USAF
 PU0301  HISTORY     - 1963     GOOD             CGS
 PU0301
 PU0301                          STATION DESCRIPTION
 PU0301
 PU0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0301'8.8 MI SE FROM ENNING.
 PU0301'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0301'POST OFFIC AT ENNING, THENCE 5.5 MILES EAST-SOUTHEAST ALONG A
 PU0301'GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIM TRAIL ROAD, NEAR
 PU0301'THE NORTHEAST CORNER OF A SMALL CULTIVATED FIELD, ABOUT 300 FEET
 PU0301'WEST OF A NORTH-SOUTH FENCE LINE, AND THE TOP SURFACE OVER THE
 PU0301'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 PU0301'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0300 ***********************************************************************
 PU0300  DESIGNATION -  I 7 B 2
 PU0300  PID         -  PU0300
 PU0300  STATE/COUNTY-  SD/MEADE
 PU0300  COUNTRY     -  US
 PU0300  USGS QUAD   -  WHITE OWL (2017)
 PU0300
 PU0300                         *CURRENT SURVEY CONTROL
 PU0300  ______________________________________________________________________
 PU0300* NAD 83(1986) POSITION- 44 30 39.     (N) 102 28 59.     (W)   SCALED
 PU0300* NAVD 88 ORTHO HEIGHT -   843.174 (meters)     2766.31  (feet) ADJUSTED
 PU0300  ______________________________________________________________________
 PU0300  GEOID HEIGHT    -        -18.695 (meters)                     GEOID18
 PU0300  DYNAMIC HEIGHT  -        842.944 (meters)     2765.56  (feet) COMP
 PU0300  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 PU0300
 PU0300  VERT ORDER      -  SECOND    CLASS 0
 PU0300
 PU0300.The horizontal coordinates were scaled from a map and have
 PU0300.an estimated accuracy of +/- 6 seconds.
 PU0300
 PU0300.The orthometric height was determined by differential leveling and
 PU0300.adjusted by the NATIONAL GEODETIC SURVEY
 PU0300.in June 1991.
 PU0300
 PU0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0300.GEOID18 height accuracy estimate available here.
 PU0300
 PU0300.Click photographs - Photos may exist for this station.
 PU0300
 PU0300.The dynamic height is computed by dividing the NAVD 88
 PU0300.geopotential number by the normal gravity value computed on the
 PU0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0300.degrees latitude (g = 980.6199 gals.).
 PU0300
 PU0300.The modeled gravity was interpolated from observed gravity values.
 PU0300
 PU0300;                    North         East    Units  Estimated Accuracy
 PU0300;SPC SD N     -    78,310.      402,600.      MT  (+/- 180 meters Scaled)
 PU0300
 PU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK000316(NAD 83)
 PU0300
 PU0300                          SUPERSEDED SURVEY CONTROL
 PU0300
 PU0300  NGVD 29 (??/??/92)  842.71   (m)         2764.8    (f) COMPUTED    2 0
 PU0300
 PU0300.Superseded values are not recommended for survey control.
 PU0300
 PU0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0300.See file dsdata.pdf to determine how the superseded data were derived.
 PU0300
 PU0300_MARKER: Z = SEE DESCRIPTION
 PU0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0300_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0300+STABILITY: SURFACE MOTION
 PU0300
 PU0300  HISTORY     - Date     Condition        Report By
 PU0300  HISTORY     - UNK      MONUMENTED       USAF
 PU0300  HISTORY     - 1963     GOOD             CGS
 PU0300
 PU0300                          STATION DESCRIPTION
 PU0300
 PU0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0300'8.6 MI SE FROM ENNING.
 PU0300'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0300'POST OFFICE AT ENNING, THENCE 5.5 MILES EAST-SOUTHEAST ALONG A
 PU0300'GRAVELED ROAD, THENCE 0.1 MILE WEST ACROSS A SMALL CULTIVATED
 PU0300'FIELD, 0.1 MILE NORTHWEST OF A LONE 12-INCH TREE, ABOUT 400 FEET
 PU0300'SOUTHWEST OF THE CREST OF A SMALL KNOLL, AND THE TOP SURFACE
 PU0300'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 PU0300'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0139 ***********************************************************************
 PU0139  DESIGNATION -  I 8 B 1
 PU0139  PID         -  PU0139
 PU0139  STATE/COUNTY-  SD/MEADE
 PU0139  COUNTRY     -  US
 PU0139  USGS QUAD   -  WHITE OWL (2017)
 PU0139
 PU0139                         *CURRENT SURVEY CONTROL
 PU0139  ______________________________________________________________________
 PU0139* NAD 83(1986) POSITION- 44 34 16.     (N) 102 29 36.     (W)   SCALED
 PU0139* NAVD 88 ORTHO HEIGHT -   897.769 (meters)     2945.43  (feet) ADJUSTED
 PU0139  ______________________________________________________________________
 PU0139  GEOID HEIGHT    -        -18.603 (meters)                     GEOID18
 PU0139  DYNAMIC HEIGHT  -        897.530 (meters)     2944.65  (feet) COMP
 PU0139  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU0139
 PU0139  VERT ORDER      -  FIRST     CLASS II
 PU0139
 PU0139.The horizontal coordinates were scaled from a map and have
 PU0139.an estimated accuracy of +/- 6 seconds.
 PU0139
 PU0139.The orthometric height was determined by differential leveling and
 PU0139.adjusted by the NATIONAL GEODETIC SURVEY
 PU0139.in October 1997.
 PU0139
 PU0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0139.GEOID18 height accuracy estimate available here.
 PU0139
 PU0139.Click photographs - Photos may exist for this station.
 PU0139
 PU0139.The dynamic height is computed by dividing the NAVD 88
 PU0139.geopotential number by the normal gravity value computed on the
 PU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0139.degrees latitude (g = 980.6199 gals.).
 PU0139
 PU0139.The modeled gravity was interpolated from observed gravity values.
 PU0139
 PU0139;                    North         East    Units  Estimated Accuracy
 PU0139;SPC SD N     -    85,030.      401,980.      MT  (+/- 180 meters Scaled)
 PU0139
 PU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK990383(NAD 83)
 PU0139
 PU0139                          SUPERSEDED SURVEY CONTROL
 PU0139
 PU0139  NAVD 88 (06/15/91)  897.729  (m)         2945.30   (f) SUPERSEDED  1 2
 PU0139  NGVD 29 (??/??/92)  897.249  (m)         2943.72   (f) ADJ UNCH    1 2
 PU0139
 PU0139.Superseded values are not recommended for survey control.
 PU0139
 PU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0139.See file dsdata.pdf to determine how the superseded data were derived.
 PU0139
 PU0139_MARKER: Z = SEE DESCRIPTION
 PU0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0139_PROJECTION: PROJECTING 152 CENTIMETERS
 PU0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0139+STABILITY: SURFACE MOTION
 PU0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0139+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0139
 PU0139  HISTORY     - Date     Condition        Report By
 PU0139  HISTORY     - UNK      MONUMENTED       USAF
 PU0139  HISTORY     - 1963     GOOD             CGS
 PU0139  HISTORY     - 19950605 GOOD             NGS
 PU0139
 PU0139                          STATION DESCRIPTION
 PU0139
 PU0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0139'3.8 MI E FROM ENNING.
 PU0139'ABOUT 3.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0139'POST OFFICE AT ENNING, THENCE 0.3 MILE SOUTH ACROSS COUNTRY,
 PU0139'BARELY VISIBLE FROM THE HIGHWAY, AND THE TOP SURFACE OVER THE
 PU0139'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 PU0139'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
 PU0139
 PU0139                          STATION RECOVERY (1995)
 PU0139
 PU0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0139'14.6 KM (9.05 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0139'IN UNION CENTER, 331.7 M (1088.3 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PU0139'300.8 M (986.9 FT) SOUTH OF A WITNESS POST AND FENCE, 93.2 M (305.8
 PU0139'FT) EAST OF MILEPOST 90, AND THE MONUMENT PROJECTS 1.3 M (4.3 FT)
 PU0139'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PU0139'WARREN PELLEGRIN, P.O. BOX 47, ENNING, SD 57737, TELEPHONE NUMBER
 PU0139'(605) 985-5907.  THE DATUM POINT IS THE CENTER OF A TRIBRACH THAT IS
 PU0139'BOLTED TO THE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0138 ***********************************************************************
 PU0138  DESIGNATION -  I 8 B 2
 PU0138  PID         -  PU0138
 PU0138  STATE/COUNTY-  SD/MEADE
 PU0138  COUNTRY     -  US
 PU0138  USGS QUAD   -  ENNING (2017)
 PU0138
 PU0138                         *CURRENT SURVEY CONTROL
 PU0138  ______________________________________________________________________
 PU0138* NAD 83(1986) POSITION- 44 34 22.     (N) 102 29 59.     (W)   SCALED
 PU0138* NAVD 88 ORTHO HEIGHT -   892.059 (meters)     2926.70  (feet) ADJUSTED
 PU0138  ______________________________________________________________________
 PU0138  GEOID HEIGHT    -        -18.584 (meters)                     GEOID18
 PU0138  DYNAMIC HEIGHT  -        891.820 (meters)     2925.91  (feet) COMP
 PU0138  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 PU0138
 PU0138  VERT ORDER      -  FIRST     CLASS II
 PU0138
 PU0138.The horizontal coordinates were scaled from a map and have
 PU0138.an estimated accuracy of +/- 6 seconds.
 PU0138
 PU0138.The orthometric height was determined by differential leveling and
 PU0138.adjusted by the NATIONAL GEODETIC SURVEY
 PU0138.in October 1997.
 PU0138
 PU0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0138.GEOID18 height accuracy estimate available here.
 PU0138
 PU0138.Click photographs - Photos may exist for this station.
 PU0138
 PU0138.The dynamic height is computed by dividing the NAVD 88
 PU0138.geopotential number by the normal gravity value computed on the
 PU0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0138.degrees latitude (g = 980.6199 gals.).
 PU0138
 PU0138.The modeled gravity was interpolated from observed gravity values.
 PU0138
 PU0138;                    North         East    Units  Estimated Accuracy
 PU0138;SPC SD N     -    85,230.      401,480.      MT  (+/- 180 meters Scaled)
 PU0138
 PU0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK985385(NAD 83)
 PU0138
 PU0138                          SUPERSEDED SURVEY CONTROL
 PU0138
 PU0138  NAVD 88 (06/15/91)  892.054  (m)         2926.68   (f) SUPERSEDED  1 2
 PU0138  NGVD 29 (??/??/92)  891.57   (m)         2925.1    (f) COMPUTED    1 2
 PU0138
 PU0138.Superseded values are not recommended for survey control.
 PU0138
 PU0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0138.See file dsdata.pdf to determine how the superseded data were derived.
 PU0138
 PU0138_MARKER: Z = SEE DESCRIPTION
 PU0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0138_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0138+STABILITY: SURFACE MOTION
 PU0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0138+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0138
 PU0138  HISTORY     - Date     Condition        Report By
 PU0138  HISTORY     - UNK      MONUMENTED       USAF
 PU0138  HISTORY     - 1963     GOOD             CGS
 PU0138  HISTORY     - 19950605 GOOD             NGS
 PU0138
 PU0138                          STATION DESCRIPTION
 PU0138
 PU0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0138'3.2 MI E FROM ENNING.
 PU0138'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0138'POST OFFICE AT ENNING, THENCE 0.25 MILE SOUTHEAST ACROSS COUNTRY,
 PU0138'0.15 MILE SOUTH OF THE HIGHWAY, 0.1 MILE WEST OF A FENCE, AND THE
 PU0138'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 PU0138'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 PU0138'4 FEET.
 PU0138
 PU0138                          STATION RECOVERY (1995)
 PU0138
 PU0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0138'14.1 KM (8.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0138'IN UNION CENTER, 459.0 M (1505.9 FT) WEST OF MILEPOST 90, 262.0 M
 PU0138'(859.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 231.3 M (758.9 FT) SOUTH
 PU0138'OF A WITNESS POST AND FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU0138'HIGHWAY, AND THE MONUMENT PROJECTS 1.3 M (4.3 FT) ABOVE THE GROUND
 PU0138'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY WARREN PELLEGRIN,
 PU0138'P.O. BOX 47, ENNING, SD 57737, TELEPHONE NUMBER (605) 985-5907.  THE
 PU0138'DATUM POINT IS THE CENTER OF A TRIBRACH THAT IS BOLTED TO THE CONCRETE
 PU0138'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0148 ***********************************************************************
 PU0148  DESIGNATION -  I 9 B 1
 PU0148  PID         -  PU0148
 PU0148  STATE/COUNTY-  SD/MEADE
 PU0148  COUNTRY     -  US
 PU0148  USGS QUAD   -  WHITE OWL (2017)
 PU0148
 PU0148                         *CURRENT SURVEY CONTROL
 PU0148  ______________________________________________________________________
 PU0148* NAD 83(1986) POSITION- 44 36 19.     (N) 102 24 19.     (W)   SCALED
 PU0148* NAVD 88 ORTHO HEIGHT -   852.294 (meters)     2796.23  (feet) ADJUSTED
 PU0148  ______________________________________________________________________
 PU0148  GEOID HEIGHT    -        -18.817 (meters)                     GEOID18
 PU0148  DYNAMIC HEIGHT  -        852.073 (meters)     2795.51  (feet) COMP
 PU0148  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 PU0148
 PU0148  VERT ORDER      -  SECOND    CLASS 0
 PU0148
 PU0148.The horizontal coordinates were scaled from a map and have
 PU0148.an estimated accuracy of +/- 6 seconds.
 PU0148
 PU0148.The orthometric height was determined by differential leveling and
 PU0148.adjusted by the NATIONAL GEODETIC SURVEY
 PU0148.in June 1991.
 PU0148
 PU0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0148.GEOID18 height accuracy estimate available here.
 PU0148
 PU0148.Click photographs - Photos may exist for this station.
 PU0148
 PU0148.The dynamic height is computed by dividing the NAVD 88
 PU0148.geopotential number by the normal gravity value computed on the
 PU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0148.degrees latitude (g = 980.6199 gals.).
 PU0148
 PU0148.The modeled gravity was interpolated from observed gravity values.
 PU0148
 PU0148;                    North         East    Units  Estimated Accuracy
 PU0148;SPC SD N     -    88,620.      409,090.      MT  (+/- 180 meters Scaled)
 PU0148
 PU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK059423(NAD 83)
 PU0148
 PU0148                          SUPERSEDED SURVEY CONTROL
 PU0148
 PU0148  NGVD 29 (??/??/92)  851.82   (m)         2794.7    (f) COMPUTED    2 0
 PU0148
 PU0148.Superseded values are not recommended for survey control.
 PU0148
 PU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0148.See file dsdata.pdf to determine how the superseded data were derived.
 PU0148
 PU0148_MARKER: Z = SEE DESCRIPTION
 PU0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0148_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0148+STABILITY: SURFACE MOTION
 PU0148
 PU0148  HISTORY     - Date     Condition        Report By
 PU0148  HISTORY     - UNK      MONUMENTED       USAF
 PU0148  HISTORY     - 1963     GOOD             CGS
 PU0148  HISTORY     - 19950605 MARK NOT FOUND   NGS
 PU0148
 PU0148                          STATION DESCRIPTION
 PU0148
 PU0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0148'2.6 MI NE FROM WHITE OWL.
 PU0148'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0148'AND POST OFFICE AT WHITE OWL, TO A CURVE ON A SMALL KNOLL, THENCE
 PU0148'0.2 MILE NORTHWEST ACROSS COUNTRY TO I9 B2, THENCE 0.35 MILE
 PU0148'WEST-SOUTHWEST ACROSS COUNTRY, ABOUT 0.1 MILE EAST-NORTHEAST OF
 PU0148'A SMALL KNOLL, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 PU0148'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 PU0148'CONCRETE CYLINDER PROJECTING 4 FEET.
 PU0148
 PU0148                          STATION RECOVERY (1995)
 PU0148
 PU0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0148'THE TRIBRACH HAS BEEN REMOVED FROM THE PEDESTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0152 ***********************************************************************
 PU0152  DESIGNATION -  I 9 B 2
 PU0152  PID         -  PU0152
 PU0152  STATE/COUNTY-  SD/MEADE
 PU0152  COUNTRY     -  US
 PU0152  USGS QUAD   -  WHITE OWL (2017)
 PU0152
 PU0152                         *CURRENT SURVEY CONTROL
 PU0152  ______________________________________________________________________
 PU0152* NAD 83(1986) POSITION- 44 36 22.     (N) 102 24 03.     (W)   SCALED
 PU0152* NAVD 88 ORTHO HEIGHT -   859.919 (meters)     2821.25  (feet) ADJUSTED
 PU0152  ______________________________________________________________________
 PU0152  GEOID HEIGHT    -        -18.829 (meters)                     GEOID18
 PU0152  DYNAMIC HEIGHT  -        859.698 (meters)     2820.53  (feet) COMP
 PU0152  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU0152
 PU0152  VERT ORDER      -  SECOND    CLASS 0
 PU0152
 PU0152.The horizontal coordinates were scaled from a map and have
 PU0152.an estimated accuracy of +/- 6 seconds.
 PU0152
 PU0152.The orthometric height was determined by differential leveling and
 PU0152.adjusted by the NATIONAL GEODETIC SURVEY
 PU0152.in June 1991.
 PU0152
 PU0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0152.GEOID18 height accuracy estimate available here.
 PU0152
 PU0152.Click photographs - Photos may exist for this station.
 PU0152
 PU0152.The dynamic height is computed by dividing the NAVD 88
 PU0152.geopotential number by the normal gravity value computed on the
 PU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0152.degrees latitude (g = 980.6199 gals.).
 PU0152
 PU0152.The modeled gravity was interpolated from observed gravity values.
 PU0152
 PU0152;                    North         East    Units  Estimated Accuracy
 PU0152;SPC SD N     -    88,700.      409,440.      MT  (+/- 180 meters Scaled)
 PU0152
 PU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK062424(NAD 83)
 PU0152
 PU0152                          SUPERSEDED SURVEY CONTROL
 PU0152
 PU0152  NGVD 29 (??/??/92)  859.44   (m)         2819.7    (f) COMPUTED    2 0
 PU0152
 PU0152.Superseded values are not recommended for survey control.
 PU0152
 PU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0152.See file dsdata.pdf to determine how the superseded data were derived.
 PU0152
 PU0152_MARKER: Z = SEE DESCRIPTION
 PU0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0152_PROJECTION: PROJECTING 137 CENTIMETERS
 PU0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0152+STABILITY: SURFACE MOTION
 PU0152
 PU0152  HISTORY     - Date     Condition        Report By
 PU0152  HISTORY     - UNK      MONUMENTED       USAF
 PU0152  HISTORY     - 1963     GOOD             CGS
 PU0152  HISTORY     - 19950605 MARK NOT FOUND   NGS
 PU0152
 PU0152                          STATION DESCRIPTION
 PU0152
 PU0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0152'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0152'AND POST OFFICE AT WHITE OWL, THENCE 0.2 MILE NORTHWEST ACROSS
 PU0152'COUNTRY, 0.35 MILE WEST-SOUTHWEST ACROSS COUNTRY FROM I9 B1, AND
 PU0152'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 PU0152'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 PU0152'PROJECTING 4 1/2 FEET.
 PU0152
 PU0152                          STATION RECOVERY (1995)
 PU0152
 PU0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0152'THE TRIBRACH HAS BEEN REMOVED FROM THE PEDESTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0512 ***********************************************************************
 OR0512  DESIGNATION -  I J
 OR0512  PID         -  OR0512
 OR0512  STATE/COUNTY-  SD/BRULE
 OR0512  COUNTRY     -  US
 OR0512  USGS QUAD   -  BIJOU HILLS (2017)
 OR0512
 OR0512                         *CURRENT SURVEY CONTROL
 OR0512  ______________________________________________________________________
 OR0512* NAD 83(1986) POSITION- 43 32 34.     (N) 099 12 36.     (W)   SCALED
 OR0512* NAVD 88 ORTHO HEIGHT -   570.597 (meters)     1872.03  (feet) ADJUSTED
 OR0512  ______________________________________________________________________
 OR0512  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0512  DYNAMIC HEIGHT  -        570.412 (meters)     1871.43  (feet) COMP
 OR0512  MODELED GRAVITY -    980,277.8   (mgal)                       NAVD 88
 OR0512
 OR0512  VERT ORDER      -  SECOND    CLASS 0
 OR0512
 OR0512.The horizontal coordinates were scaled from a map and have
 OR0512.an estimated accuracy of +/- 6 seconds.
 OR0512
 OR0512.The orthometric height was determined by differential leveling and
 OR0512.adjusted by the NATIONAL GEODETIC SURVEY
 OR0512.in June 1991.
 OR0512
 OR0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0512.GEOID18 height accuracy estimate available here.
 OR0512
 OR0512.Click photographs - Photos may exist for this station.
 OR0512
 OR0512.The dynamic height is computed by dividing the NAVD 88
 OR0512.geopotential number by the normal gravity value computed on the
 OR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0512.degrees latitude (g = 980.6199 gals.).
 OR0512
 OR0512.The modeled gravity was interpolated from observed gravity values.
 OR0512
 OR0512;                    North         East    Units  Estimated Accuracy
 OR0512;SPC SD S     -   134,970.      690,780.      MT  (+/- 180 meters Scaled)
 OR0512
 OR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP830211(NAD 83)
 OR0512
 OR0512                          SUPERSEDED SURVEY CONTROL
 OR0512
 OR0512  NGVD 29 (??/??/92)  570.241  (m)         1870.87   (f) ADJ UNCH    2 0
 OR0512
 OR0512.Superseded values are not recommended for survey control.
 OR0512
 OR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0512.See file dsdata.pdf to determine how the superseded data were derived.
 OR0512
 OR0512_MARKER: DD = SURVEY DISK
 OR0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0512_STAMPING: I-J 1940
 OR0512_MARK LOGO: USGS
 OR0512_PROJECTION: PROJECTING 25 CENTIMETERS
 OR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0512+STABILITY: SURFACE MOTION
 OR0512
 OR0512  HISTORY     - Date     Condition        Report By
 OR0512  HISTORY     - 1940     MONUMENTED       USGS
 OR0512
 OR0512                          STATION DESCRIPTION
 OR0512
 OR0512'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 OR0512'23.9 MI SE FROM CHAMBERLAIN.
 OR0512'23.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0512'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0512'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0512'10.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST ALONG
 OR0512'A GRADED DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG A GRADED
 OR0512'DIRT ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, AND
 OR0512'THENCE 3.0 MILES SOUTH.  IT IS 225 FEET NORTH OF THE INTERSECTION
 OR0512'OF AN EAST-AND-WEST SECTION-LINE ROAD, 200 FEET NORTH OF A FENCE
 OR0512'CORNER, 40 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 OR0512'DIRT ROAD, AND 2 FEET WEST OF THE NORTH-AND-SOUTH FENCE LINE,
 OR0512'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 OR0512'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1010 ***********************************************************************
 OQ1010  DESIGNATION -  I229 001.6
 OQ1010  PID         -  OQ1010
 OQ1010  STATE/COUNTY-  SD/LINCOLN
 OQ1010  COUNTRY     -  US
 OQ1010  USGS QUAD   -  TEA (2017)
 OQ1010
 OQ1010                         *CURRENT SURVEY CONTROL
 OQ1010  ______________________________________________________________________
 OQ1010* NAD 83(1986) POSITION- 43 29 58.     (N) 096 45 26.     (W)   SCALED
 OQ1010* NAVD 88 ORTHO HEIGHT -   431.142 (meters)     1414.51  (feet) ADJUSTED
 OQ1010  ______________________________________________________________________
 OQ1010  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 OQ1010  DYNAMIC HEIGHT  -        431.026 (meters)     1414.12  (feet) COMP
 OQ1010  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 OQ1010
 OQ1010  VERT ORDER      -  FIRST     CLASS II
 OQ1010
 OQ1010.The horizontal coordinates were scaled from a map and have
 OQ1010.an estimated accuracy of +/- 6 seconds.
 OQ1010
 OQ1010.The orthometric height was determined by differential leveling and
 OQ1010.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1010.in June 1991.
 OQ1010
 OQ1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1010.GEOID18 height accuracy estimate available here.
 OQ1010
 OQ1010.Click photographs - Photos may exist for this station.
 OQ1010
 OQ1010.The dynamic height is computed by dividing the NAVD 88
 OQ1010.geopotential number by the normal gravity value computed on the
 OQ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1010.degrees latitude (g = 980.6199 gals.).
 OQ1010
 OQ1010.The modeled gravity was interpolated from observed gravity values.
 OQ1010
 OQ1010;                    North         East    Units  Estimated Accuracy
 OQ1010;SPC SD S     -   135,770.      889,110.      MT  (+/- 180 meters Scaled)
 OQ1010
 OQ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP813187(NAD 83)
 OQ1010
 OQ1010                          SUPERSEDED SURVEY CONTROL
 OQ1010
 OQ1010.No superseded survey control is available for this station.
 OQ1010
 OQ1010_MARKER: Z = SEE DESCRIPTION
 OQ1010_SETTING: 0 = UNSPECIFIED SETTING
 OQ1010_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ1010_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1010+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 OQ1010
 OQ1010  HISTORY     - Date     Condition        Report By
 OQ1010  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1010  HISTORY     - 19900516 GOOD             NGS
 OQ1010  HISTORY     - 20110324 MARK NOT FOUND   INDIV
 OQ1010
 OQ1010                          STATION DESCRIPTION
 OQ1010
 OQ1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1010'9.1 KM (5.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1010'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 0.95 KM (0.59 MI) NORTHEAST
 OQ1010'OF MILEPOST 1, AN IRON PIPE CAP ATTACHED TO A 1-1/2 INCH IRON PIPE,
 OQ1010'46.9 M (153.9 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 OQ1010'OF THE HIGHWAY, 36.6 M (120.1 FT) SOUTHEAST OF THE NORTHWEST END OF A
 OQ1010'CABLE GUARD RAIL, 17.1 M (56.1 FT) SOUTH-SOUTHEAST OF A FENCE CORNER,
 OQ1010'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT)
 OQ1010'SOUTHWEST OF A FENCE CORNER, AND 0.5 M (1.6 FT) NORTHWEST OF A
 OQ1010'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE CAP IS THROUGH A 3-INCH
 OQ1010'PVC SCREW CAP.  THERE IS NO STAMPING ON THE MONUMENT.  THE PIPE DEPTH
 OQ1010'IS UNKNOWN.
 OQ1010
 OQ1010                          STATION RECOVERY (2011)
 OQ1010
 OQ1010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1010'DUE TO CONSTRUCTION OF 57TH STREET AND I-229 TUNNEL. BENCH POINT WAS
 OQ1010'DESTROYED AND NOT REPLACED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1014 ***********************************************************************
 OQ1014  DESIGNATION -  I229 005.7
 OQ1014  PID         -  OQ1014
 OQ1014  STATE/COUNTY-  SD/MINNEHAHA
 OQ1014  COUNTRY     -  US
 OQ1014  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1014
 OQ1014                         *CURRENT SURVEY CONTROL
 OQ1014  ______________________________________________________________________
 OQ1014* NAD 83(1986) POSITION- 43 32 01.     (N) 096 41 41.     (W)   SCALED
 OQ1014* NAVD 88 ORTHO HEIGHT -   440.102 (meters)     1443.90  (feet) ADJUSTED
 OQ1014  ______________________________________________________________________
 OQ1014  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 OQ1014  DYNAMIC HEIGHT  -        439.986 (meters)     1443.52  (feet) COMP
 OQ1014  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 OQ1014
 OQ1014  VERT ORDER      -  FIRST     CLASS II
 OQ1014
 OQ1014.The horizontal coordinates were scaled from a map and have
 OQ1014.an estimated accuracy of +/- 6 seconds.
 OQ1014
 OQ1014.The orthometric height was determined by differential leveling and
 OQ1014.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1014.in June 1991.
 OQ1014
 OQ1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1014.GEOID18 height accuracy estimate available here.
 OQ1014
 OQ1014.Click photographs - Photos may exist for this station.
 OQ1014
 OQ1014.The dynamic height is computed by dividing the NAVD 88
 OQ1014.geopotential number by the normal gravity value computed on the
 OQ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1014.degrees latitude (g = 980.6199 gals.).
 OQ1014
 OQ1014.The modeled gravity was interpolated from observed gravity values.
 OQ1014
 OQ1014;                    North         East    Units  Estimated Accuracy
 OQ1014;SPC SD S     -   139,780.      893,990.      MT  (+/- 180 meters Scaled)
 OQ1014
 OQ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP862226(NAD 83)
 OQ1014
 OQ1014                          SUPERSEDED SURVEY CONTROL
 OQ1014
 OQ1014.No superseded survey control is available for this station.
 OQ1014
 OQ1014_MARKER: Z = SEE DESCRIPTION
 OQ1014_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OQ1014_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ1014_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1014+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 OQ1014
 OQ1014  HISTORY     - Date     Condition        Report By
 OQ1014  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1014  HISTORY     - 19900516 GOOD             NGS
 OQ1014  HISTORY     - 20110224 POOR             INDIV
 OQ1014
 OQ1014                          STATION DESCRIPTION
 OQ1014
 OQ1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1014'1.4 KM (0.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1014'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 1.1 KM (0.7 MI) NORTHEAST
 OQ1014'OF MILEPOST 5, AN IRON PIPE CAP ATTACHED TO THE TOP OF A 1-1/2 INCH
 OQ1014'IRON PIPE, NEAR THE SOUTHEAST END OF A DITCH BLOCK, 28.3 M (92.8 FT)
 OQ1014'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ1014'26.0 M (85.3 FT) SOUTH OF THE NORTHEAST END OF A CABLE GUARDRAIL AND
 OQ1014'ANCHOR BLOCK, 19.7 M (64.6 FT) NORTHEAST OF THE MOST SOUTHEASTERLY OF
 OQ1014'2 LEGS OF A HIGHWAY INFORMATION SIGN, 9.5 M (31.2 FT) NORTH OF A
 OQ1014'FENCE CORNER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3
 OQ1014'M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE CAP IS
 OQ1014'THROUGH A 3-INCH PVC SCREW CAP.  THERE IS NO STAMPING ON THE
 OQ1014'MONUMENT.  THE PIPE DEPTH IS UNKNOWN.
 OQ1014
 OQ1014                          STATION RECOVERY (2011)
 OQ1014
 OQ1014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1014'DAMAGED, SCREW CAP MISSING
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0948 ***********************************************************************
 OQ0948  DESIGNATION -  I229 006.6
 OQ0948  PID         -  OQ0948
 OQ0948  STATE/COUNTY-  SD/MINNEHAHA
 OQ0948  COUNTRY     -  US
 OQ0948  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0948
 OQ0948                         *CURRENT SURVEY CONTROL
 OQ0948  ______________________________________________________________________
 OQ0948* NAD 83(1986) POSITION- 43 32 47.     (N) 096 41 41.     (W)   SCALED
 OQ0948* NAVD 88 ORTHO HEIGHT -   456.041 (meters)     1496.19  (feet) ADJUSTED
 OQ0948  ______________________________________________________________________
 OQ0948  GEOID HEIGHT    -        -26.365 (meters)                     GEOID18
 OQ0948  DYNAMIC HEIGHT  -        455.922 (meters)     1495.80  (feet) COMP
 OQ0948  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 OQ0948
 OQ0948  VERT ORDER      -  FIRST     CLASS II
 OQ0948
 OQ0948.The horizontal coordinates were scaled from a map and have
 OQ0948.an estimated accuracy of +/- 6 seconds.
 OQ0948
 OQ0948.The orthometric height was determined by differential leveling and
 OQ0948.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0948.in June 1991.
 OQ0948
 OQ0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0948.GEOID18 height accuracy estimate available here.
 OQ0948
 OQ0948.Click photographs - Photos may exist for this station.
 OQ0948
 OQ0948.The dynamic height is computed by dividing the NAVD 88
 OQ0948.geopotential number by the normal gravity value computed on the
 OQ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0948.degrees latitude (g = 980.6199 gals.).
 OQ0948
 OQ0948.The modeled gravity was interpolated from observed gravity values.
 OQ0948
 OQ0948;                    North         East    Units  Estimated Accuracy
 OQ0948;SPC SD S     -   141,200.      893,930.      MT  (+/- 180 meters Scaled)
 OQ0948
 OQ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP862240(NAD 83)
 OQ0948
 OQ0948                          SUPERSEDED SURVEY CONTROL
 OQ0948
 OQ0948.No superseded survey control is available for this station.
 OQ0948
 OQ0948_MARKER: Z = SEE DESCRIPTION
 OQ0948_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OQ0948_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0948_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0948+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 OQ0948
 OQ0948  HISTORY     - Date     Condition        Report By
 OQ0948  HISTORY     - UNK      MONUMENTED       SDDT
 OQ0948  HISTORY     - 19900516 GOOD             NGS
 OQ0948  HISTORY     - 20110228 GOOD             INDIV
 OQ0948
 OQ0948                          STATION DESCRIPTION
 OQ0948
 OQ0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0948'IN SIOUX FALLS, AT 2501 CONKLIN AVENUE, 0.95 KM (0.59 MI) NORTH OF
 OQ0948'MILEPOST 6, AN IRON PIPE CAP ATTACHED TO THE TOP OF A 1-1/2 INCH IRON
 OQ0948'PIPE, 39.6 M (129.9 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ0948'EASTBOUND LANES OF 10TH STREET, 18.9 M (62.0 FT) WEST OF THE CENTER
 OQ0948'OF THE INTERSTATE HIGHWAY 229 ON RAMP (EXIT 6), 12.4 M (40.7 FT)
 OQ0948'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AT 2501 CONKLIN AVENUE,
 OQ0948'AND 1.0 M (3.3 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OQ0948'THE CAP IS THROUGH A 3-INCH PVC SCREW CAP.  THERE IS NO STAMPING ON
 OQ0948'THE MONUMENT.  THE PIPE DEPTH IS UNKNOWN.
 OQ0948
 OQ0948                          STATION RECOVERY (2011)
 OQ0948
 OQ0948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1015 ***********************************************************************
 OQ1015  DESIGNATION -  I229 007.8
 OQ1015  PID         -  OQ1015
 OQ1015  STATE/COUNTY-  SD/MINNEHAHA
 OQ1015  COUNTRY     -  US
 OQ1015  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1015
 OQ1015                         *CURRENT SURVEY CONTROL
 OQ1015  ______________________________________________________________________
 OQ1015* NAD 83(1986) POSITION- 43 33 53.     (N) 096 41 44.     (W)   SCALED
 OQ1015* NAVD 88 ORTHO HEIGHT -   412.037 (meters)     1351.82  (feet) ADJUSTED
 OQ1015  ______________________________________________________________________
 OQ1015  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OQ1015  DYNAMIC HEIGHT  -        411.930 (meters)     1351.47  (feet) COMP
 OQ1015  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 OQ1015
 OQ1015  VERT ORDER      -  FIRST     CLASS II
 OQ1015
 OQ1015.The horizontal coordinates were scaled from a map and have
 OQ1015.an estimated accuracy of +/- 6 seconds.
 OQ1015
 OQ1015.The orthometric height was determined by differential leveling and
 OQ1015.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1015.in June 1991.
 OQ1015
 OQ1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1015.GEOID18 height accuracy estimate available here.
 OQ1015
 OQ1015.Click photographs - Photos may exist for this station.
 OQ1015
 OQ1015.The dynamic height is computed by dividing the NAVD 88
 OQ1015.geopotential number by the normal gravity value computed on the
 OQ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1015.degrees latitude (g = 980.6199 gals.).
 OQ1015
 OQ1015.The modeled gravity was interpolated from observed gravity values.
 OQ1015
 OQ1015;                    North         East    Units  Estimated Accuracy
 OQ1015;SPC SD S     -   143,230.      893,780.      MT  (+/- 180 meters Scaled)
 OQ1015
 OQ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP861261(NAD 83)
 OQ1015
 OQ1015                          SUPERSEDED SURVEY CONTROL
 OQ1015
 OQ1015.No superseded survey control is available for this station.
 OQ1015
 OQ1015_MARKER: Z = SEE DESCRIPTION
 OQ1015_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OQ1015_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ1015_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1015+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1015
 OQ1015  HISTORY     - Date     Condition        Report By
 OQ1015  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1015  HISTORY     - 19900516 GOOD             NGS
 OQ1015  HISTORY     - 20100423 GOOD             INDIV
 OQ1015  HISTORY     - 20110224 GOOD             INDIV
 OQ1015
 OQ1015                          STATION DESCRIPTION
 OQ1015
 OQ1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1015'2.0 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 229 FROM ITS
 OQ1015'JUNCTION WITH 10TH STREET IN SIOUX FALLS, 1.4 KM (0.9 MI) NORTH OF
 OQ1015'MILEPOST 7, AN IRON PIPE CAP ATTACHED TO THE TOP OF A 1-1/2 INCH IRON
 OQ1015'PIPE, 228.5 M (749.7 FT) NORTH OF THE CENTER OF RICE STREET, 152.5 M
 OQ1015'(500.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 OQ1015'HIGHWAY, 54.3 M (178.1 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 OQ1015'OFF RAMP (EXIT 7), 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE RAMP, AND
 OQ1015'0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OQ1015'TO THE CAP IS THROUGH A 3-INCH PVC SCREW CAP.  THERE IS NO STAMPING
 OQ1015'ON THE MONUMENT.  THE PIPE DEPTH IS UNKNOWN.
 OQ1015
 OQ1015                          STATION RECOVERY (2010)
 OQ1015
 OQ1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JHC)
 OQ1015'RECOVERED AS DESCRIBED.
 OQ1015
 OQ1015                          STATION RECOVERY (2011)
 OQ1015
 OQ1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1937 ***********************************************************************
 NM1937  DESIGNATION -  I29 000.3
 NM1937  PID         -  NM1937
 NM1937  STATE/COUNTY-  SD/UNION
 NM1937  COUNTRY     -  US
 NM1937  USGS QUAD   -  SIOUX CITY SOUTH (2018)
 NM1937
 NM1937                         *CURRENT SURVEY CONTROL
 NM1937  ______________________________________________________________________
 NM1937* NAD 83(1986) POSITION- 42 29 49.     (N) 096 28 54.     (W)   SCALED
 NM1937* NAVD 88 ORTHO HEIGHT -   333.154 (meters)     1093.02  (feet) ADJUSTED
 NM1937  ______________________________________________________________________
 NM1937  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 NM1937  DYNAMIC HEIGHT  -        333.048 (meters)     1092.68  (feet) COMP
 NM1937  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 NM1937
 NM1937  VERT ORDER      -  FIRST     CLASS II
 NM1937
 NM1937.The horizontal coordinates were scaled from a map and have
 NM1937.an estimated accuracy of +/- 6 seconds.
 NM1937
 NM1937.The orthometric height was determined by differential leveling and
 NM1937.adjusted by the NATIONAL GEODETIC SURVEY
 NM1937.in June 1991.
 NM1937
 NM1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1937.GEOID18 height accuracy estimate available here.
 NM1937
 NM1937.Click photographs - Photos may exist for this station.
 NM1937
 NM1937.The dynamic height is computed by dividing the NAVD 88
 NM1937.geopotential number by the normal gravity value computed on the
 NM1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1937.degrees latitude (g = 980.6199 gals.).
 NM1937
 NM1937.The modeled gravity was interpolated from observed gravity values.
 NM1937
 NM1937;                    North         East    Units  Estimated Accuracy
 NM1937;SPC SD S     -    25,520.      916,540.      MT  (+/- 180 meters Scaled)
 NM1937
 NM1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN069080(NAD 83)
 NM1937
 NM1937                          SUPERSEDED SURVEY CONTROL
 NM1937
 NM1937.No superseded survey control is available for this station.
 NM1937
 NM1937_MARKER: Z = SEE DESCRIPTION
 NM1937_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1937_STAMPING: I29-0.3 1990
 NM1937_MARK LOGO: NGS
 NM1937_PROJECTION: PROJECTING 5 CENTIMETERS
 NM1937_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1937+STABILITY: POSITION/ELEVATION WELL
 NM1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1937+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 NM1937_ROD/PIPE-DEPTH: 6.4 meters
 NM1937_SLEEVE-DEPTH  : 2.0 meters
 NM1937
 NM1937  HISTORY     - Date     Condition        Report By
 NM1937  HISTORY     - 1989     MONUMENTED       SDDT
 NM1937  HISTORY     - 19900423 GOOD             NGS
 NM1937
 NM1937                          STATION DESCRIPTION
 NM1937
 NM1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1937'3.5 KM (2.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1937'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 0.5 KM (0.3 MI) NORTH
 NM1937'OF MILEPOST 0, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF A IRON
 NM1937'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.3 M (106.0
 NM1937'FT) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 NM1937'HIGHWAY, 9.6 M (31.5 FT) EAST OF THE MOST NORTHEASTERLY 1 OF 2 STEEL
 NM1937'POSTS SUPPORTING A HIGHWAY INFORMATION SIGN, 3.7 M (12.1 FT) BELOW
 NM1937'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 NM1937'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NM1937'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1941 ***********************************************************************
 NM1941  DESIGNATION -  I29 002.7
 NM1941  PID         -  NM1941
 NM1941  STATE/COUNTY-  SD/UNION
 NM1941  COUNTRY     -  US
 NM1941  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM1941
 NM1941                         *CURRENT SURVEY CONTROL
 NM1941  ______________________________________________________________________
 NM1941* NAD 83(1986) POSITION- 42 31 41.     (N) 096 29 57.     (W)   SCALED
 NM1941* NAVD 88 ORTHO HEIGHT -   337.170 (meters)     1106.20  (feet) ADJUSTED
 NM1941  ______________________________________________________________________
 NM1941  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NM1941  DYNAMIC HEIGHT  -        337.063 (meters)     1105.85  (feet) COMP
 NM1941  MODELED GRAVITY -    980,296.5   (mgal)                       NAVD 88
 NM1941
 NM1941  VERT ORDER      -  FIRST     CLASS II
 NM1941
 NM1941.The horizontal coordinates were scaled from a map and have
 NM1941.an estimated accuracy of +/- 6 seconds.
 NM1941
 NM1941.The orthometric height was determined by differential leveling and
 NM1941.adjusted by the NATIONAL GEODETIC SURVEY
 NM1941.in June 1991.
 NM1941
 NM1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1941.GEOID18 height accuracy estimate available here.
 NM1941
 NM1941.Click photographs - Photos may exist for this station.
 NM1941
 NM1941.The dynamic height is computed by dividing the NAVD 88
 NM1941.geopotential number by the normal gravity value computed on the
 NM1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1941.degrees latitude (g = 980.6199 gals.).
 NM1941
 NM1941.The modeled gravity was interpolated from observed gravity values.
 NM1941
 NM1941;                    North         East    Units  Estimated Accuracy
 NM1941;SPC SD S     -    28,900.      914,940.      MT  (+/- 180 meters Scaled)
 NM1941
 NM1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN053114(NAD 83)
 NM1941
 NM1941                          SUPERSEDED SURVEY CONTROL
 NM1941
 NM1941.No superseded survey control is available for this station.
 NM1941
 NM1941_MARKER: Z = SEE DESCRIPTION
 NM1941_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1941_STAMPING: I29-2.7 1990
 NM1941_MARK LOGO: NGS
 NM1941_PROJECTION: PROJECTING 5 CENTIMETERS
 NM1941_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1941+STABILITY: POSITION/ELEVATION WELL
 NM1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1941+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 NM1941_ROD/PIPE-DEPTH: 6.4 meters
 NM1941_SLEEVE-DEPTH  : 2.0 meters
 NM1941
 NM1941  HISTORY     - Date     Condition        Report By
 NM1941  HISTORY     - 1989     MONUMENTED       SDDT
 NM1941  HISTORY     - 19900424 GOOD             NGS
 NM1941  HISTORY     - 20120327 GOOD             INDIV
 NM1941
 NM1941                          STATION DESCRIPTION
 NM1941
 NM1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1941'0.4 KM (0.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1941'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 1.1 KM (0.7 MI) NORTH
 NM1941'OF MILEPOST 2, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1941'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.3 M (106.0
 NM1941'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 NM1941'24.9 M (81.7 FT) SOUTHEAST OF A STEEL LIGHT POLE, 23.4 M (76.8 FT)
 NM1941'EAST OF THE CENTER OF A HIGHWAY ON RAMP, 3.8 M (12.5 FT)
 NM1941'NORTH-NORTHWEST OF THE MOST WESTERLY 1 OF 7 LEGS OF A SIGN, 0.9 M
 NM1941'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 NM1941'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1941'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1941
 NM1941                          STATION RECOVERY (2012)
 NM1941
 NM1941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1943 ***********************************************************************
 NM1943  FBN         -  This is a Federal Base Network Control Station.
 NM1943  DESIGNATION -  I29 004.2
 NM1943  PID         -  NM1943
 NM1943  STATE/COUNTY-  SD/UNION
 NM1943  COUNTRY     -  US
 NM1943  USGS QUAD   -  JEFFERSON (2017)
 NM1943
 NM1943                         *CURRENT SURVEY CONTROL
 NM1943  ______________________________________________________________________
 NM1943* NAD 83(2011) POSITION- 42 32 52.76010(N) 096 30 27.69384(W)   ADJUSTED
 NM1943* NAD 83(2011) ELLIP HT-   311.019 (meters)        (06/27/12)   ADJUSTED
 NM1943* NAD 83(2011) EPOCH   -  2010.00
 NM1943* NAVD 88 ORTHO HEIGHT -   336.974 (meters)     1105.56  (feet) ADJUSTED
 NM1943  ______________________________________________________________________
 NM1943  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 NM1943  NAD 83(2011) X  -   -533,394.122 (meters)                     COMP
 NM1943  NAD 83(2011) Y  - -4,675,958.286 (meters)                     COMP
 NM1943  NAD 83(2011) Z  -  4,290,853.795 (meters)                     COMP
 NM1943  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 NM1943  DYNAMIC HEIGHT  -        336.868 (meters)     1105.21  (feet) COMP
 NM1943  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 NM1943
 NM1943  VERT ORDER      -  FIRST     CLASS II
 NM1943
 NM1943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1943  Standards:
 NM1943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1943  -------------------------------------------------------------------
 NM1943  NETWORK    0.47   1.08           0.21   0.17   0.55     -0.08656603
 NM1943  -------------------------------------------------------------------
 NM1943  Click here for local accuracies and other accuracy information.
 NM1943
 NM1943.The horizontal coordinates were established by GPS observations
 NM1943.and adjusted by the National Geodetic Survey in June 2012.
 NM1943
 NM1943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1943.been affixed to the stable North American tectonic plate. See 
 NM1943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1943
 NM1943.The horizontal coordinates are valid at the epoch date displayed above
 NM1943.which is a decimal equivalence of Year/Month/Day.
 NM1943
 NM1943.The orthometric height was determined by differential leveling and
 NM1943.adjusted by the NATIONAL GEODETIC SURVEY
 NM1943.in June 1991.
 NM1943
 NM1943.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1943.GEOID18 height accuracy estimate available here.
 NM1943
 NM1943.Click photographs - Photos may exist for this station.
 NM1943
 NM1943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1943
 NM1943.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1943
 NM1943.The ellipsoidal height was determined by GPS observations
 NM1943.and is referenced to NAD 83.
 NM1943
 NM1943.The dynamic height is computed by dividing the NAVD 88
 NM1943.geopotential number by the normal gravity value computed on the
 NM1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1943.degrees latitude (g = 980.6199 gals.).
 NM1943
 NM1943.The modeled gravity was interpolated from observed gravity values.
 NM1943
 NM1943. The following values were computed from the NAD 83(2011) position.
 NM1943
 NM1943;                    North         East     Units Scale Factor Converg.
 NM1943;SPC SD S     -    31,083.204   914,137.247   MT  1.00007974   +2 38 20.9
 NM1943;SPC SD S     -   101,978.81  2,999,131.95   sFT  1.00007974   +2 38 20.9
 NM1943;UTM  14      - 4,713,632.279   704,632.209   MT  1.00011522   +1 41 09.2
 NM1943
 NM1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1943!SPC SD S     -   0.99995122  x   1.00007974  =   1.00003096
 NM1943!UTM  14      -   0.99995122  x   1.00011522  =   1.00006644
 NM1943
 NM1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0463213632(NAD 83)
 NM1943
 NM1943                          SUPERSEDED SURVEY CONTROL
 NM1943
 NM1943  NAD 83(2007)-  42 32 52.76009(N)    096 30 27.69461(W) AD(2002.00) 0
 NM1943  ELLIP H (02/10/07)  311.042  (m)                       GP(2002.00)    
 NM1943  ELLIP H (06/23/03)  311.040  (m)                       GP(       ) 3 1
 NM1943  NAD 83(1996)-  42 32 52.76002(N)    096 30 27.69432(W) AD(       ) B
 NM1943  ELLIP H (04/18/97)  311.074  (m)                       GP(       ) 4 1
 NM1943  NAVD 88             336.97   (m)         1105.5    (f) LEVELING    3  
 NM1943
 NM1943.Superseded values are not recommended for survey control.
 NM1943
 NM1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1943.See file dsdata.pdf to determine how the superseded data were derived.
 NM1943
 NM1943_MARKER: Z = SEE DESCRIPTION
 NM1943_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1943_STAMPING: I29-4.2 1990
 NM1943_MARK LOGO: NGS
 NM1943_PROJECTION: FLUSH
 NM1943_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1943+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 NM1943_ROD/PIPE-DEPTH: 6.40 meters
 NM1943_SLEEVE-DEPTH  : 1.80 meters
 NM1943
 NM1943  HISTORY     - Date     Condition        Report By
 NM1943  HISTORY     - 1989     MONUMENTED       SDDT
 NM1943  HISTORY     - 19900424 GOOD             NGS
 NM1943  HISTORY     - 19960611 GOOD             NGS
 NM1943  HISTORY     - 20020611 GOOD             SDDT
 NM1943  HISTORY     - 20030205 GOOD             SDDT
 NM1943  HISTORY     - 20100814 GOOD             WOOLPT
 NM1943  HISTORY     - 20120328 GOOD             INDIV
 NM1943
 NM1943                          STATION DESCRIPTION
 NM1943
 NM1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1943'2.8 KM (1.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1943'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 0.3 KM (0.2 MI) NORTH
 NM1943'OF MILEPOST 4, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1943'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 66.5 M (218.2
 NM1943'FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A SERVICE ROAD AND
 NM1943'A ROAD LEADING WEST TO THE MCCOOK LAKE WATER TANK, 32.2 M (105.6 FT)
 NM1943'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 NM1943'25.5 M (83.7 FT) SOUTHWEST OF THE CENTER OF A HIGHWAY ON RAMP, 1.2 M
 NM1943'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHEAST
 NM1943'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NM1943'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1943
 NM1943                          STATION RECOVERY (1996)
 NM1943
 NM1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1943'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTH OF NORTH SIOUX
 NM1943'CITY AND 0.3 KM (0.20 MI) NORTH OF MILEPOST 4 ON INTERSTATE HIGHWAY
 NM1943'29.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 NM1943'THE JUNCTION OF INTERSTATE HIGHWAY 29 AND RIVER DRIVE IN NORTH SIOUX
 NM1943'CITY, GO NORTH ALONG INTERSTATE 29 FOR 2.8 KM (1.75 MI) TO THE STATION
 NM1943'ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 NM1943'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 NM1943'STEEL PIPE.  LOCATED 66.5 M (218.2 FT) SOUTHEAST OF THE CENTER OF THE
 NM1943'INTERSECTION OF A SERVICE ROAD AND A ROAD LEADING WEST TO THE MCCOOK
 NM1943'LAKE WATER TANK, 32.2 M (105.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NM1943'SOUTHBOUND LANES OF THE HIGHWAY, 25.5 M (83.7 FT) SOUTHWEST OF THE
 NM1943'CENTER OF A HIGHWAY ON-RAMP, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 NM1943'HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND 0.5
 NM1943'M (1.6 FT) WEST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM
 NM1943'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 NM1943
 NM1943                          STATION RECOVERY (2002)
 NM1943
 NM1943'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 NM1943'RECOVERED AS DESCRIBED
 NM1943'
 NM1943
 NM1943                          STATION RECOVERY (2003)
 NM1943
 NM1943'RECOVERY NOTE BY SD DEPT OF TRANSP 2003 (RAH)
 NM1943'RECOVERED AS DESCRIBED.
 NM1943'
 NM1943
 NM1943                          STATION RECOVERY (2010)
 NM1943
 NM1943'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DCW)
 NM1943'RECOVERED AS DESCRIBED
 NM1943
 NM1943                          STATION RECOVERY (2012)
 NM1943
 NM1943'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1945 ***********************************************************************
 NM1945  DESIGNATION -  I29 005.8
 NM1945  PID         -  NM1945
 NM1945  STATE/COUNTY-  SD/UNION
 NM1945  COUNTRY     -  US
 NM1945  USGS QUAD   -  JEFFERSON (2017)
 NM1945
 NM1945                         *CURRENT SURVEY CONTROL
 NM1945  ______________________________________________________________________
 NM1945* NAD 83(1986) POSITION- 42 34 01.     (N) 096 31 30.     (W)   SCALED
 NM1945* NAVD 88 ORTHO HEIGHT -   336.838 (meters)     1105.11  (feet) ADJUSTED
 NM1945  ______________________________________________________________________
 NM1945  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 NM1945  DYNAMIC HEIGHT  -        336.733 (meters)     1104.76  (feet) COMP
 NM1945  MODELED GRAVITY -    980,299.7   (mgal)                       NAVD 88
 NM1945
 NM1945  VERT ORDER      -  FIRST     CLASS II
 NM1945
 NM1945.The horizontal coordinates were scaled from a map and have
 NM1945.an estimated accuracy of +/- 6 seconds.
 NM1945
 NM1945.The orthometric height was determined by differential leveling and
 NM1945.adjusted by the NATIONAL GEODETIC SURVEY
 NM1945.in June 1991.
 NM1945
 NM1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1945.GEOID18 height accuracy estimate available here.
 NM1945
 NM1945.Click photographs - Photos may exist for this station.
 NM1945
 NM1945.The dynamic height is computed by dividing the NAVD 88
 NM1945.geopotential number by the normal gravity value computed on the
 NM1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1945.degrees latitude (g = 980.6199 gals.).
 NM1945
 NM1945.The modeled gravity was interpolated from observed gravity values.
 NM1945
 NM1945;                    North         East    Units  Estimated Accuracy
 NM1945;SPC SD S     -    33,120.      912,620.      MT  (+/- 180 meters Scaled)
 NM1945
 NM1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN031156(NAD 83)
 NM1945
 NM1945                          SUPERSEDED SURVEY CONTROL
 NM1945
 NM1945.No superseded survey control is available for this station.
 NM1945
 NM1945_MARKER: Z = SEE DESCRIPTION
 NM1945_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1945_STAMPING: I29-5.8 1990
 NM1945_MARK LOGO: NGS
 NM1945_PROJECTION: PROJECTING 5 CENTIMETERS
 NM1945_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1945+STABILITY: POSITION/ELEVATION WELL
 NM1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1945+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2012
 NM1945_ROD/PIPE-DEPTH: 6.4 meters
 NM1945_SLEEVE-DEPTH  : 2.0 meters
 NM1945
 NM1945  HISTORY     - Date     Condition        Report By
 NM1945  HISTORY     - 1989     MONUMENTED       SDDT
 NM1945  HISTORY     - 19900424 GOOD             NGS
 NM1945  HISTORY     - 20120329 GOOD             INDIV
 NM1945
 NM1945                          STATION DESCRIPTION
 NM1945
 NM1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1945'5.4 KM (3.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1945'JUNCTION WITH RIVER DRIVE IN NORTH SIOUX CITY, 1.25 KM (0.78 MI)
 NM1945'NORTH OF MILEPOST 5, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF A
 NM1945'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.3 M
 NM1945'(106.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NM1945'HIGHWAY, 14.9 M (48.9 FT) NORTHWEST OF THE MOST NORTHWESTERLY 1 OF 2
 NM1945'BRACE POSTS IN A FENCE, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE
 NM1945'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 NM1945'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 NM1945'THROUGH A 4-INCH PVC CAP.
 NM1945
 NM1945                          STATION RECOVERY (2012)
 NM1945
 NM1945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1948 ***********************************************************************
 NM1948  DESIGNATION -  I29 008.6
 NM1948  PID         -  NM1948
 NM1948  STATE/COUNTY-  SD/UNION
 NM1948  COUNTRY     -  US
 NM1948  USGS QUAD   -  JEFFERSON (2017)
 NM1948
 NM1948                         *CURRENT SURVEY CONTROL
 NM1948  ______________________________________________________________________
 NM1948* NAD 83(1986) POSITION- 42 35 44.     (N) 096 33 50.     (W)   SCALED
 NM1948* NAVD 88 ORTHO HEIGHT -   339.391 (meters)     1113.49  (feet) ADJUSTED
 NM1948  ______________________________________________________________________
 NM1948  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 NM1948  DYNAMIC HEIGHT  -        339.287 (meters)     1113.14  (feet) COMP
 NM1948  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 NM1948
 NM1948  VERT ORDER      -  FIRST     CLASS II
 NM1948
 NM1948.The horizontal coordinates were scaled from a map and have
 NM1948.an estimated accuracy of +/- 6 seconds.
 NM1948
 NM1948.The orthometric height was determined by differential leveling and
 NM1948.adjusted by the NATIONAL GEODETIC SURVEY
 NM1948.in June 1991.
 NM1948
 NM1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1948.GEOID18 height accuracy estimate available here.
 NM1948
 NM1948.Click photographs - Photos may exist for this station.
 NM1948
 NM1948.The dynamic height is computed by dividing the NAVD 88
 NM1948.geopotential number by the normal gravity value computed on the
 NM1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1948.degrees latitude (g = 980.6199 gals.).
 NM1948
 NM1948.The modeled gravity was interpolated from observed gravity values.
 NM1948
 NM1948;                    North         East    Units  Estimated Accuracy
 NM1948;SPC SD S     -    36,150.      909,290.      MT  (+/- 180 meters Scaled)
 NM1948
 NM1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN998187(NAD 83)
 NM1948
 NM1948                          SUPERSEDED SURVEY CONTROL
 NM1948
 NM1948.No superseded survey control is available for this station.
 NM1948
 NM1948_MARKER: Z = SEE DESCRIPTION
 NM1948_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1948_STAMPING: I29-8.6 1990
 NM1948_MARK LOGO: NGS
 NM1948_PROJECTION: FLUSH
 NM1948_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1948+STABILITY: POSITION/ELEVATION WELL
 NM1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1948+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM1948_ROD/PIPE-DEPTH: 6.4 meters
 NM1948_SLEEVE-DEPTH  : 2.0 meters
 NM1948
 NM1948  HISTORY     - Date     Condition        Report By
 NM1948  HISTORY     - 1989     MONUMENTED       SDDT
 NM1948  HISTORY     - 19900425 GOOD             NGS
 NM1948  HISTORY     - 20120403 GOOD             INDIV
 NM1948
 NM1948                          STATION DESCRIPTION
 NM1948
 NM1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1948'1.2 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 105 FROM ITS JUNCTION
 NM1948'WITH MAIN STREET IN JEFFERSON, THENCE 1.5 KM (0.9 MI) SOUTHERLY ALONG
 NM1948'INTERSTATE HIGHWAY 29, 0.9 KM (0.6 MI) NORTH OF MILEPOST 8, A
 NM1948'STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS
 NM1948'ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.2 M (105.6 FT) NORTHEAST OF
 NM1948'THE CENTERLINE OF THE NORTHBOUND LANES OF THE INTERSTATE HIGHWAY,
 NM1948'18.9 M (62.0 FT) SOUTHWEST OF THE MOST SOUTHEASTERLY 1 OF 2 FENCE
 NM1948'BRACE POSTS, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 NM1948'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NM1948'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 NM1948'PVC CAP.
 NM1948
 NM1948                          STATION RECOVERY (2012)
 NM1948
 NM1948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1949 ***********************************************************************
 NM1949  DESIGNATION -  I29 009.6
 NM1949  PID         -  NM1949
 NM1949  STATE/COUNTY-  SD/UNION
 NM1949  COUNTRY     -  US
 NM1949  USGS QUAD   -  JEFFERSON (2017)
 NM1949
 NM1949                         *CURRENT SURVEY CONTROL
 NM1949  ______________________________________________________________________
 NM1949* NAD 83(1986) POSITION- 42 36 23.     (N) 096 34 36.     (W)   SCALED
 NM1949* NAVD 88 ORTHO HEIGHT -   339.409 (meters)     1113.54  (feet) ADJUSTED
 NM1949  ______________________________________________________________________
 NM1949  GEOID HEIGHT    -        -25.800 (meters)                     GEOID18
 NM1949  DYNAMIC HEIGHT  -        339.305 (meters)     1113.20  (feet) COMP
 NM1949  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NM1949
 NM1949  VERT ORDER      -  FIRST     CLASS II
 NM1949
 NM1949.The horizontal coordinates were scaled from a map and have
 NM1949.an estimated accuracy of +/- 6 seconds.
 NM1949
 NM1949.The orthometric height was determined by differential leveling and
 NM1949.adjusted by the NATIONAL GEODETIC SURVEY
 NM1949.in June 1991.
 NM1949
 NM1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1949.GEOID18 height accuracy estimate available here.
 NM1949
 NM1949.Click photographs - Photos may exist for this station.
 NM1949
 NM1949.The dynamic height is computed by dividing the NAVD 88
 NM1949.geopotential number by the normal gravity value computed on the
 NM1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1949.degrees latitude (g = 980.6199 gals.).
 NM1949
 NM1949.The modeled gravity was interpolated from observed gravity values.
 NM1949
 NM1949;                    North         East    Units  Estimated Accuracy
 NM1949;SPC SD S     -    37,310.      908,180.      MT  (+/- 180 meters Scaled)
 NM1949
 NM1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN987199(NAD 83)
 NM1949
 NM1949                          SUPERSEDED SURVEY CONTROL
 NM1949
 NM1949.No superseded survey control is available for this station.
 NM1949
 NM1949_MARKER: Z = SEE DESCRIPTION
 NM1949_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1949_STAMPING: I29-9.6 1990
 NM1949_MARK LOGO: NGS
 NM1949_PROJECTION: FLUSH
 NM1949_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1949+STABILITY: POSITION/ELEVATION WELL
 NM1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1949+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1949_ROD/PIPE-DEPTH: 6.4 meters
 NM1949_SLEEVE-DEPTH  : 2.0 meters
 NM1949
 NM1949  HISTORY     - Date     Condition        Report By
 NM1949  HISTORY     - 1989     MONUMENTED       SDDT
 NM1949  HISTORY     - 19900425 GOOD             NGS
 NM1949  HISTORY     - 20120402 GOOD             INDIV
 NM1949
 NM1949                          STATION DESCRIPTION
 NM1949
 NM1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1949'1.2 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 105 FROM ITS JUNCTION
 NM1949'WITH MAIN STREET IN JEFFERSON, THENCE 0.2 KM (0.1 MI) NORTHWESTERLY
 NM1949'ALONG INTERSTATE HIGHWAY 29 NORTHBOUND ON RAMP, 0.9 KM (0.6 MI) NORTH
 NM1949'OF MILEPOST 9, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1949'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 23.8 M (78.1 FT)
 NM1949'SOUTHEAST OF THE MOST SOUTHEASTERLY 1 OF 2 FENCE BRACE POSTS, 20.1 M
 NM1949'(65.9 FT) NORTHEAST OF THE CENTER OF THE ON RAMP, 2.2 M (7.2 FT)
 NM1949'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 NM1949'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1949'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1949
 NM1949                          STATION RECOVERY (2012)
 NM1949
 NM1949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1951 ***********************************************************************
 NM1951  DESIGNATION -  I29 011.5
 NM1951  PID         -  NM1951
 NM1951  STATE/COUNTY-  SD/UNION
 NM1951  COUNTRY     -  US
 NM1951  USGS QUAD   -  ELK POINT NE (2018)
 NM1951
 NM1951                         *CURRENT SURVEY CONTROL
 NM1951  ______________________________________________________________________
 NM1951* NAD 83(1986) POSITION- 42 37 34.     (N) 096 36 12.     (W)   SCALED
 NM1951* NAVD 88 ORTHO HEIGHT -   339.639 (meters)     1114.30  (feet) ADJUSTED
 NM1951  ______________________________________________________________________
 NM1951  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 NM1951  DYNAMIC HEIGHT  -        339.536 (meters)     1113.96  (feet) COMP
 NM1951  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 NM1951
 NM1951  VERT ORDER      -  FIRST     CLASS II
 NM1951
 NM1951.The horizontal coordinates were scaled from a map and have
 NM1951.an estimated accuracy of +/- 6 seconds.
 NM1951
 NM1951.The orthometric height was determined by differential leveling and
 NM1951.adjusted by the NATIONAL GEODETIC SURVEY
 NM1951.in June 1991.
 NM1951
 NM1951.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1951.GEOID18 height accuracy estimate available here.
 NM1951
 NM1951.Click photographs - Photos may exist for this station.
 NM1951
 NM1951.The dynamic height is computed by dividing the NAVD 88
 NM1951.geopotential number by the normal gravity value computed on the
 NM1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1951.degrees latitude (g = 980.6199 gals.).
 NM1951
 NM1951.The modeled gravity was interpolated from observed gravity values.
 NM1951
 NM1951;                    North         East    Units  Estimated Accuracy
 NM1951;SPC SD S     -    39,400.      905,900.      MT  (+/- 180 meters Scaled)
 NM1951
 NM1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN965220(NAD 83)
 NM1951
 NM1951                          SUPERSEDED SURVEY CONTROL
 NM1951
 NM1951.No superseded survey control is available for this station.
 NM1951
 NM1951_MARKER: Z = SEE DESCRIPTION
 NM1951_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1951_STAMPING: I29-11.5 1990
 NM1951_MARK LOGO: NGS
 NM1951_PROJECTION: FLUSH
 NM1951_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1951+STABILITY: POSITION/ELEVATION WELL
 NM1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1951+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1951_ROD/PIPE-DEPTH: 6.4 meters
 NM1951_SLEEVE-DEPTH  : 2.0 meters
 NM1951
 NM1951  HISTORY     - Date     Condition        Report By
 NM1951  HISTORY     - 1989     MONUMENTED       SDDT
 NM1951  HISTORY     - 19900425 GOOD             NGS
 NM1951  HISTORY     - 20120402 GOOD             INDIV
 NM1951
 NM1951                          STATION DESCRIPTION
 NM1951
 NM1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1951'1.2 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 105 FROM ITS JUNCTION
 NM1951'WITH MAIN STREET IN JEFFERSON, THENCE 3.2 KM (2.0 MI) NORTHERLY ALONG
 NM1951'INTERSTATE HIGHWAY 29, 0.8 KM (0.5 MI) NORTH OF MILEPOST 11, A
 NM1951'STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS
 NM1951'ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.2 M (105.6 FT) NORTHEAST OF
 NM1951'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 19.2 M (63.0
 NM1951'FT) SOUTHEAST OF THE MOST SOUTHEASTERLY 1 OF 2 FENCE BRACE POSTS, 0.6
 NM1951'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 NM1951'SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NM1951'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1951
 NM1951                          STATION RECOVERY (2012)
 NM1951
 NM1951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1954 ***********************************************************************
 NM1954  DESIGNATION -  I29 014.6
 NM1954  PID         -  NM1954
 NM1954  STATE/COUNTY-  SD/UNION
 NM1954  COUNTRY     -  US
 NM1954  USGS QUAD   -  ELK POINT (2017)
 NM1954
 NM1954                         *CURRENT SURVEY CONTROL
 NM1954  ______________________________________________________________________
 NM1954* NAD 83(1986) POSITION- 42 39 30.     (N) 096 38 48.     (W)   SCALED
 NM1954* NAVD 88 ORTHO HEIGHT -   342.114 (meters)     1122.42  (feet) ADJUSTED
 NM1954  ______________________________________________________________________
 NM1954  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 NM1954  DYNAMIC HEIGHT  -        342.012 (meters)     1122.08  (feet) COMP
 NM1954  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 NM1954
 NM1954  VERT ORDER      -  FIRST     CLASS II
 NM1954
 NM1954.The horizontal coordinates were scaled from a map and have
 NM1954.an estimated accuracy of +/- 6 seconds.
 NM1954
 NM1954.The orthometric height was determined by differential leveling and
 NM1954.adjusted by the NATIONAL GEODETIC SURVEY
 NM1954.in June 1991.
 NM1954
 NM1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1954.GEOID18 height accuracy estimate available here.
 NM1954
 NM1954.Click photographs - Photos may exist for this station.
 NM1954
 NM1954.The dynamic height is computed by dividing the NAVD 88
 NM1954.geopotential number by the normal gravity value computed on the
 NM1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1954.degrees latitude (g = 980.6199 gals.).
 NM1954
 NM1954.The modeled gravity was interpolated from observed gravity values.
 NM1954
 NM1954;                    North         East    Units  Estimated Accuracy
 NM1954;SPC SD S     -    42,810.      902,190.      MT  (+/- 180 meters Scaled)
 NM1954
 NM1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN928255(NAD 83)
 NM1954
 NM1954                          SUPERSEDED SURVEY CONTROL
 NM1954
 NM1954.No superseded survey control is available for this station.
 NM1954
 NM1954_MARKER: Z = SEE DESCRIPTION
 NM1954_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1954_STAMPING: I29-14.6 1990
 NM1954_MARK LOGO: NGS
 NM1954_PROJECTION: FLUSH
 NM1954_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1954+STABILITY: POSITION/ELEVATION WELL
 NM1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1954+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1954_ROD/PIPE-DEPTH: 6.4 meters
 NM1954_SLEEVE-DEPTH  : 2.0 meters
 NM1954
 NM1954  HISTORY     - Date     Condition        Report By
 NM1954  HISTORY     - 1989     MONUMENTED       SDDT
 NM1954  HISTORY     - 19900425 GOOD             NGS
 NM1954  HISTORY     - 20120402 GOOD             INDIV
 NM1954
 NM1954                          STATION DESCRIPTION
 NM1954
 NM1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1954'5.9 KM (3.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1954'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 1.0 KM (0.6 MI) NORTH OF
 NM1954'MILEPOST 14, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1954'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.2 M (105.6
 NM1954'FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 NM1954'LANES OF THE HIGHWAY, 15.7 M (51.5 FT) SOUTHEAST OF THE MOST
 NM1954'SOUTHEASTERLY 1 OF 2 FENCE BRACE POSTS, AND 0.5 M (1.6 FT) SOUTHWEST
 NM1954'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NM1954'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1954
 NM1954                          STATION RECOVERY (2012)
 NM1954
 NM1954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1955 ***********************************************************************
 NM1955  CBN         -  This is a Cooperative Base Network Control Station.
 NM1955  DESIGNATION -  I29 016.0
 NM1955  PID         -  NM1955
 NM1955  STATE/COUNTY-  SD/UNION
 NM1955  COUNTRY     -  US
 NM1955  USGS QUAD   -  ELK POINT (2017)
 NM1955
 NM1955                         *CURRENT SURVEY CONTROL
 NM1955  ______________________________________________________________________
 NM1955* NAD 83(2011) POSITION- 42 40 09.33887(N) 096 40 05.19705(W)   ADJUSTED
 NM1955* NAD 83(2011) ELLIP HT-   314.751 (meters)        (06/27/12)   ADJUSTED
 NM1955* NAD 83(2011) EPOCH   -  2010.00
 NM1955* NAVD 88 ORTHO HEIGHT -   340.413 (meters)     1116.84  (feet) ADJUSTED
 NM1955  ______________________________________________________________________
 NM1955  GEOID HEIGHT    -        -25.666 (meters)                     GEOID18
 NM1955  NAD 83(2011) X  -   -545,425.099 (meters)                     COMP
 NM1955  NAD 83(2011) Y  - -4,665,390.506 (meters)                     COMP
 NM1955  NAD 83(2011) Z  -  4,300,771.766 (meters)                     COMP
 NM1955  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 NM1955  DYNAMIC HEIGHT  -        340.313 (meters)     1116.51  (feet) COMP
 NM1955  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 NM1955
 NM1955  VERT ORDER      -  FIRST     CLASS II
 NM1955
 NM1955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1955  Standards:
 NM1955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1955  -------------------------------------------------------------------
 NM1955  NETWORK    0.53   1.39           0.24   0.19   0.71     -0.04596090
 NM1955  -------------------------------------------------------------------
 NM1955  Click here for local accuracies and other accuracy information.
 NM1955
 NM1955.The horizontal coordinates were established by GPS observations
 NM1955.and adjusted by the National Geodetic Survey in June 2012.
 NM1955
 NM1955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1955.been affixed to the stable North American tectonic plate. See 
 NM1955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1955
 NM1955.The horizontal coordinates are valid at the epoch date displayed above
 NM1955.which is a decimal equivalence of Year/Month/Day.
 NM1955
 NM1955.The orthometric height was determined by differential leveling and
 NM1955.adjusted by the NATIONAL GEODETIC SURVEY
 NM1955.in June 1991.
 NM1955
 NM1955.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1955.GEOID18 height accuracy estimate available here.
 NM1955
 NM1955.Click photographs - Photos may exist for this station.
 NM1955
 NM1955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1955
 NM1955.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1955
 NM1955.The ellipsoidal height was determined by GPS observations
 NM1955.and is referenced to NAD 83.
 NM1955
 NM1955.The dynamic height is computed by dividing the NAVD 88
 NM1955.geopotential number by the normal gravity value computed on the
 NM1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1955.degrees latitude (g = 980.6199 gals.).
 NM1955
 NM1955.The modeled gravity was interpolated from observed gravity values.
 NM1955
 NM1955. The following values were computed from the NAD 83(2011) position.
 NM1955
 NM1955;                    North         East     Units Scale Factor Converg.
 NM1955;SPC SD S     -    43,948.380   900,379.178   MT  1.00004288   +2 31 42.5
 NM1955;SPC SD S     -   144,187.31  2,953,994.02   sFT  1.00004288   +2 31 42.5
 NM1955;UTM  14      - 4,726,724.144   691,089.125   MT  1.00004926   +1 34 51.4
 NM1955
 NM1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1955!SPC SD S     -   0.99995064  x   1.00004288  =   0.99999352
 NM1955!UTM  14      -   0.99995064  x   1.00004926  =   0.99999990
 NM1955
 NM1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9108926724(NAD 83)
 NM1955
 NM1955                          SUPERSEDED SURVEY CONTROL
 NM1955
 NM1955  NAD 83(2007)-  42 40 09.33885(N)    096 40 05.19784(W) AD(2002.00) 0
 NM1955  ELLIP H (02/10/07)  314.776  (m)                       GP(2002.00)    
 NM1955  ELLIP H (04/15/04)  314.748  (m)                       GP(       ) 2 1
 NM1955  NAD 83(1996)-  42 40 09.33888(N)    096 40 05.19774(W) AD(       ) B
 NM1955  ELLIP H (04/18/97)  314.791  (m)                       GP(       ) 4 1
 NM1955  NAVD 88             340.41   (m)         1116.8    (f) LEVELING    3  
 NM1955
 NM1955.Superseded values are not recommended for survey control.
 NM1955
 NM1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1955.See file dsdata.pdf to determine how the superseded data were derived.
 NM1955
 NM1955_MARKER: Z = SEE DESCRIPTION
 NM1955_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1955_STAMPING: I29 16.0 1990
 NM1955_MARK LOGO: NGS
 NM1955_PROJECTION: RECESSED 14 CENTIMETERS
 NM1955_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1955+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1955_ROD/PIPE-DEPTH: 6.4 meters
 NM1955_SLEEVE-DEPTH  : 1.8 meters
 NM1955
 NM1955  HISTORY     - Date     Condition        Report By
 NM1955  HISTORY     - 1989     MONUMENTED       SDDT
 NM1955  HISTORY     - 19900425 GOOD             NGS
 NM1955  HISTORY     - 19960611 GOOD             NGS
 NM1955  HISTORY     - 19970113 GOOD             NGS
 NM1955  HISTORY     - 20120402 GOOD             INDIV
 NM1955
 NM1955                          STATION DESCRIPTION
 NM1955
 NM1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1955'3.89 KM (2.42 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1955'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 34.8 M (114.2 FT) EAST OF
 NM1955'MILEPOST 16, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1955'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 40.0 M (131.2
 NM1955'FT) SOUTHEAST OF THE MOST SOUTHEASTERLY 1 OF 2 FENCE BRACE POSTS,
 NM1955'32.0 M (105.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 NM1955'OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NM1955'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 NM1955'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 NM1955'4-INCH PVC CAP.
 NM1955
 NM1955                          STATION RECOVERY (1996)
 NM1955
 NM1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1955'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTHWEST OF SIOUX
 NM1955'CITY, IOWA, 5.0 MI (8.0 KM) NORTH OF PONCA, NEBRASKA, AND 2.5 MI (4.0
 NM1955'KM) SOUTHEAST OF ELK POINT, ON INTERSTATE HIGHWAY 29. OWNERSHIP--THE
 NM1955'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 NM1955'INTERSTATE HIGHWAY 29 AND COUNTY ROAD 10 IN ELK POINT, GO SOUTH ALONG
 NM1955'THE INTERSTATE HIGHWAY FOR 2.42 MI (3.89 KM) TO THE STATION ON LEFT AT
 NM1955'MILEPOST 16.  THE STATION IS A PUNCH POINT ON THE TOP OF A STAINLESS
 NM1955'STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH
 NM1955'GALVANIZED STEEL PIPE.  LOCATED 131.2 FT (40.0 M) SOUTHEAST OF THE
 NM1955'MOST SOUTHEASTERLY OF 2 BRACED FENCE POSTS, 114.2 FT (34.8 M) EAST OF
 NM1955'MILEPOST 16, 106.3 FT (32.4 M) NORTH-NORTHEAST OF THE NORTHBOUND
 NM1955'HIGHWAY CENTERLINE, 1.6 FT (0.5 M) NORTH-NORTHEAST OF METAL GUARD
 NM1955'POST, AND 1.0 FT (0.3 M) SOUTH-SOUTHWEST OF A WITNESS POST AND FENCE.
 NM1955'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 NM1955'A 4-INCH PVC CAP.
 NM1955
 NM1955                          STATION RECOVERY (1997)
 NM1955
 NM1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 NM1955'RECOVERED AS DESCRIBED.
 NM1955
 NM1955                          STATION RECOVERY (2012)
 NM1955
 NM1955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1958 ***********************************************************************
 NM1958  DESIGNATION -  I29 018.7
 NM1958  PID         -  NM1958
 NM1958  STATE/COUNTY-  SD/UNION
 NM1958  COUNTRY     -  US
 NM1958  USGS QUAD   -  ELK POINT (2017)
 NM1958
 NM1958                         *CURRENT SURVEY CONTROL
 NM1958  ______________________________________________________________________
 NM1958* NAD 83(1986) POSITION- 42 41 49.     (N) 096 41 48.     (W)   SCALED
 NM1958* NAVD 88 ORTHO HEIGHT -   343.109 (meters)     1125.68  (feet) ADJUSTED
 NM1958  ______________________________________________________________________
 NM1958  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 NM1958  DYNAMIC HEIGHT  -        343.010 (meters)     1125.36  (feet) COMP
 NM1958  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 NM1958
 NM1958  VERT ORDER      -  FIRST     CLASS II
 NM1958
 NM1958.The horizontal coordinates were scaled from a map and have
 NM1958.an estimated accuracy of +/- 6 seconds.
 NM1958
 NM1958.The orthometric height was determined by differential leveling and
 NM1958.adjusted by the NATIONAL GEODETIC SURVEY
 NM1958.in June 1991.
 NM1958
 NM1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1958.GEOID18 height accuracy estimate available here.
 NM1958
 NM1958.Click photographs - Photos may exist for this station.
 NM1958
 NM1958.The dynamic height is computed by dividing the NAVD 88
 NM1958.geopotential number by the normal gravity value computed on the
 NM1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1958.degrees latitude (g = 980.6199 gals.).
 NM1958
 NM1958.The modeled gravity was interpolated from observed gravity values.
 NM1958
 NM1958;                    North         East    Units  Estimated Accuracy
 NM1958;SPC SD S     -    46,920.      897,910.      MT  (+/- 180 meters Scaled)
 NM1958
 NM1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN886297(NAD 83)
 NM1958
 NM1958                          SUPERSEDED SURVEY CONTROL
 NM1958
 NM1958.No superseded survey control is available for this station.
 NM1958
 NM1958_MARKER: Z = SEE DESCRIPTION
 NM1958_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1958_STAMPING: I29-18.7 1990
 NM1958_MARK LOGO: NGS
 NM1958_PROJECTION: FLUSH
 NM1958_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1958+STABILITY: POSITION/ELEVATION WELL
 NM1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1958+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1958_ROD/PIPE-DEPTH: 6.4 meters
 NM1958_SLEEVE-DEPTH  : 2.0 meters
 NM1958
 NM1958  HISTORY     - Date     Condition        Report By
 NM1958  HISTORY     - 1989     MONUMENTED       SDDT
 NM1958  HISTORY     - 19900425 GOOD             NGS
 NM1958  HISTORY     - 20120402 GOOD             INDIV
 NM1958
 NM1958                          STATION DESCRIPTION
 NM1958
 NM1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1958'0.5 KM (0.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1958'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 1.05 KM (0.65 MI) NORTH OF
 NM1958'MILEPOST 18, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1958'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.5 M (106.6
 NM1958'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 NM1958'2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 2.1 M (6.9 FT) SOUTH
 NM1958'OF THE MOST SOUTHERLY 1 OF 2 FENCE BRACE POSTS, AND 0.3 M (1.0 FT)
 NM1958'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NM1958'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1958
 NM1958                          STATION RECOVERY (2012)
 NM1958
 NM1958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1960 ***********************************************************************
 NM1960  DESIGNATION -  I29 020.6
 NM1960  PID         -  NM1960
 NM1960  STATE/COUNTY-  SD/UNION
 NM1960  COUNTRY     -  US
 NM1960  USGS QUAD   -  ELK POINT (2017)
 NM1960
 NM1960                         *CURRENT SURVEY CONTROL
 NM1960  ______________________________________________________________________
 NM1960* NAD 83(1986) POSITION- 42 43 20.     (N) 096 42 32.     (W)   SCALED
 NM1960* NAVD 88 ORTHO HEIGHT -   342.794 (meters)     1124.65  (feet) ADJUSTED
 NM1960  ______________________________________________________________________
 NM1960  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 NM1960  DYNAMIC HEIGHT  -        342.696 (meters)     1124.33  (feet) COMP
 NM1960  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 NM1960
 NM1960  VERT ORDER      -  FIRST     CLASS II
 NM1960
 NM1960.The horizontal coordinates were scaled from a map and have
 NM1960.an estimated accuracy of +/- 6 seconds.
 NM1960
 NM1960.The orthometric height was determined by differential leveling and
 NM1960.adjusted by the NATIONAL GEODETIC SURVEY
 NM1960.in June 1991.
 NM1960
 NM1960.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1960.GEOID18 height accuracy estimate available here.
 NM1960
 NM1960.Click photographs - Photos may exist for this station.
 NM1960
 NM1960.The dynamic height is computed by dividing the NAVD 88
 NM1960.geopotential number by the normal gravity value computed on the
 NM1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1960.degrees latitude (g = 980.6199 gals.).
 NM1960
 NM1960.The modeled gravity was interpolated from observed gravity values.
 NM1960
 NM1960;                    North         East    Units  Estimated Accuracy
 NM1960;SPC SD S     -    49,680.      896,780.      MT  (+/- 180 meters Scaled)
 NM1960
 NM1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN875325(NAD 83)
 NM1960
 NM1960                          SUPERSEDED SURVEY CONTROL
 NM1960
 NM1960.No superseded survey control is available for this station.
 NM1960
 NM1960_MARKER: Z = SEE DESCRIPTION
 NM1960_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1960_STAMPING: I29-20.6 1990
 NM1960_MARK LOGO: NGS
 NM1960_PROJECTION: FLUSH
 NM1960_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1960+STABILITY: POSITION/ELEVATION WELL
 NM1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1960+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1960_ROD/PIPE-DEPTH: 6.4 meters
 NM1960_SLEEVE-DEPTH  : 2.0 meters
 NM1960
 NM1960  HISTORY     - Date     Condition        Report By
 NM1960  HISTORY     - 1989     MONUMENTED       SDDT
 NM1960  HISTORY     - 19900425 GOOD             NGS
 NM1960  HISTORY     - 20120402 GOOD             INDIV
 NM1960
 NM1960                          STATION DESCRIPTION
 NM1960
 NM1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1960'3.8 KM (2.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1960'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 1.05 KM (0.65 MI) NORTH OF
 NM1960'MILEPOST 20, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1960'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.3 M (106.0
 NM1960'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 NM1960'THE HIGHWAY, 27.0 M (88.6 FT) SOUTHEAST OF THE SOUTHEAST 1 OF 2 FENCE
 NM1960'BRACE POSTS, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND
 NM1960'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 NM1960'AND THEN THROUGH A 4-INCH PVC CAP.
 NM1960
 NM1960                          STATION RECOVERY (2012)
 NM1960
 NM1960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1965 ***********************************************************************
 NM1965  DESIGNATION -  I29 024.8
 NM1965  PID         -  NM1965
 NM1965  STATE/COUNTY-  SD/UNION
 NM1965  COUNTRY     -  US
 NM1965  USGS QUAD   -  VERMILLION SE (2017)
 NM1965
 NM1965                         *CURRENT SURVEY CONTROL
 NM1965  ______________________________________________________________________
 NM1965* NAD 83(1986) POSITION- 42 45 55.     (N) 096 46 06.     (W)   SCALED
 NM1965* NAVD 88 ORTHO HEIGHT -   344.415 (meters)     1129.97  (feet) ADJUSTED
 NM1965  ______________________________________________________________________
 NM1965  GEOID HEIGHT    -        -25.543 (meters)                     GEOID18
 NM1965  DYNAMIC HEIGHT  -        344.319 (meters)     1129.65  (feet) COMP
 NM1965  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 NM1965
 NM1965  VERT ORDER      -  FIRST     CLASS II
 NM1965
 NM1965.The horizontal coordinates were scaled from a map and have
 NM1965.an estimated accuracy of +/- 6 seconds.
 NM1965
 NM1965.The orthometric height was determined by differential leveling and
 NM1965.adjusted by the NATIONAL GEODETIC SURVEY
 NM1965.in June 1991.
 NM1965
 NM1965.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1965.GEOID18 height accuracy estimate available here.
 NM1965
 NM1965.Click photographs - Photos may exist for this station.
 NM1965
 NM1965.The dynamic height is computed by dividing the NAVD 88
 NM1965.geopotential number by the normal gravity value computed on the
 NM1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1965.degrees latitude (g = 980.6199 gals.).
 NM1965
 NM1965.The modeled gravity was interpolated from observed gravity values.
 NM1965
 NM1965;                    North         East    Units  Estimated Accuracy
 NM1965;SPC SD S     -    54,250.      891,710.      MT  (+/- 180 meters Scaled)
 NM1965
 NM1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN825371(NAD 83)
 NM1965
 NM1965                          SUPERSEDED SURVEY CONTROL
 NM1965
 NM1965.No superseded survey control is available for this station.
 NM1965
 NM1965_MARKER: Z = SEE DESCRIPTION
 NM1965_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1965_STAMPING: I29-24.8 1990
 NM1965_MARK LOGO: NGS
 NM1965_PROJECTION: FLUSH
 NM1965_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1965+STABILITY: POSITION/ELEVATION WELL
 NM1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1965+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1965_ROD/PIPE-DEPTH: 6.4 meters
 NM1965_SLEEVE-DEPTH  : 2.0 meters
 NM1965
 NM1965  HISTORY     - Date     Condition        Report By
 NM1965  HISTORY     - 1989     MONUMENTED       SDDT
 NM1965  HISTORY     - 19900425 GOOD             NGS
 NM1965  HISTORY     - 20120402 GOOD             INDIV
 NM1965
 NM1965                          STATION DESCRIPTION
 NM1965
 NM1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1965'3.0 KM (1.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1965'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 1.35 KM (0.84 MI)
 NM1965'NORTH OF MILEPOST 24, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 NM1965'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.0 M
 NM1965'(105.0 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 NM1965'SOUTHBOUND LANES OF THE HIGHWAY, 6.7 M (22.0 FT) SOUTHEAST OF THE
 NM1965'MOST SOUTHEASTERLY 1 OF 2 FENCE BRACE POSTS, AND 0.6 M (2.0 FT)
 NM1965'NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NM1965'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1965
 NM1965                          STATION RECOVERY (2012)
 NM1965
 NM1965'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1967 ***********************************************************************
 NM1967  DESIGNATION -  I29 026.4
 NM1967  PID         -  NM1967
 NM1967  STATE/COUNTY-  SD/UNION
 NM1967  COUNTRY     -  US
 NM1967  USGS QUAD   -  VERMILLION SE (2017)
 NM1967
 NM1967                         *CURRENT SURVEY CONTROL
 NM1967  ______________________________________________________________________
 NM1967* NAD 83(1986) POSITION- 42 46 59.     (N) 096 47 19.     (W)   SCALED
 NM1967* NAVD 88 ORTHO HEIGHT -   363.080 (meters)     1191.21  (feet) ADJUSTED
 NM1967  ______________________________________________________________________
 NM1967  GEOID HEIGHT    -        -25.529 (meters)                     GEOID18
 NM1967  DYNAMIC HEIGHT  -        362.979 (meters)     1190.87  (feet) COMP
 NM1967  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 NM1967
 NM1967  VERT ORDER      -  FIRST     CLASS II
 NM1967
 NM1967.The horizontal coordinates were scaled from a map and have
 NM1967.an estimated accuracy of +/- 6 seconds.
 NM1967
 NM1967.The orthometric height was determined by differential leveling and
 NM1967.adjusted by the NATIONAL GEODETIC SURVEY
 NM1967.in June 1991.
 NM1967
 NM1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1967.GEOID18 height accuracy estimate available here.
 NM1967
 NM1967.Click photographs - Photos may exist for this station.
 NM1967
 NM1967.The dynamic height is computed by dividing the NAVD 88
 NM1967.geopotential number by the normal gravity value computed on the
 NM1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1967.degrees latitude (g = 980.6199 gals.).
 NM1967
 NM1967.The modeled gravity was interpolated from observed gravity values.
 NM1967
 NM1967;                    North         East    Units  Estimated Accuracy
 NM1967;SPC SD S     -    56,150.      889,970.      MT  (+/- 180 meters Scaled)
 NM1967
 NM1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN808390(NAD 83)
 NM1967
 NM1967                          SUPERSEDED SURVEY CONTROL
 NM1967
 NM1967.No superseded survey control is available for this station.
 NM1967
 NM1967_MARKER: Z = SEE DESCRIPTION
 NM1967_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NM1967_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NM1967_STAMPING: I 29 26.4 1990
 NM1967_MARK LOGO: NGS
 NM1967_PROJECTION: FLUSH
 NM1967_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1967+STABILITY: POSITION/ELEVATION WELL
 NM1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1967+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM1967_ROD/PIPE-DEPTH: 6.4 meters
 NM1967_SLEEVE-DEPTH  : 2.0 meters
 NM1967
 NM1967  HISTORY     - Date     Condition        Report By
 NM1967  HISTORY     - 1989     MONUMENTED       SDDT
 NM1967  HISTORY     - 19900425 GOOD             NGS
 NM1967  HISTORY     - 19930908 GOOD             NGS
 NM1967  HISTORY     - 20120420 GOOD             INDIV
 NM1967
 NM1967                          STATION DESCRIPTION
 NM1967
 NM1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1967'0.5 KM (0.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1967'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.65 KM (0.40 MI)
 NM1967'NORTH OF MILEPOST 26, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 NM1967'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.6 M
 NM1967'(107.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NM1967'HIGHWAY, 15.0 M (49.2 FT) SOUTH-SOUTHEAST OF THE MOST EASTERLY 1 OF 2
 NM1967'LEGS OF A HIGHWAY INFORMATION SIGN, 4.4 M (14.4 FT) SOUTH OF THE MOST
 NM1967'SOUTHERLY 1 OF 2 FENCE BRACE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 NM1967'THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 NM1967'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 NM1967'THROUGH A 4-INCH PVC CAP.
 NM1967
 NM1967                          STATION RECOVERY (1993)
 NM1967
 NM1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1967'0.5 KM (0.30 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 NM1967'JUNCTION OF STATE HIGHWAY 50 IN JUNCTION CITY, 0.65 KM (0.40 MI)
 NM1967'NORTH OF MILEPOST 26, 32.6 M (107.0 FT) EAST OF THE CENTERLINE OF THE
 NM1967'NORTHBOUND LANES OF THE HIGHWAY, 15.0 M (49.2 FT) SOUTH-SOUTHEAST OF
 NM1967'THE EAST LEG OF A HIGHWAY INFORMATION SIGN, 4.4 M (14.4 FT) SOUTH OF
 NM1967'THE MOST SOUTHERLY OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE
 NM1967'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 NM1967'FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 NM1967'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN
 NM1967'A 4-INCH PIPE SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NM1967'LOGO CAP AND THEN A 4-INCH PVC CAP.
 NM1967
 NM1967                          STATION RECOVERY (2012)
 NM1967
 NM1967'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1974 ***********************************************************************
 NM1974  DESIGNATION -  I29 031.5
 NM1974  PID         -  NM1974
 NM1974  STATE/COUNTY-  SD/UNION
 NM1974  COUNTRY     -  US
 NM1974  USGS QUAD   -  VERMILLION SE (2017)
 NM1974
 NM1974                         *CURRENT SURVEY CONTROL
 NM1974  ______________________________________________________________________
 NM1974* NAD 83(1986) POSITION- 42 51 13.33   (N) 096 47 41.46   (W)   HD_HELD1
 NM1974* NAVD 88 ORTHO HEIGHT -   376.534 (meters)     1235.35  (feet) ADJUSTED
 NM1974  ______________________________________________________________________
 NM1974  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 NM1974  DYNAMIC HEIGHT  -        376.432 (meters)     1235.01  (feet) COMP
 NM1974  MODELED GRAVITY -    980,339.1   (mgal)                       NAVD 88
 NM1974
 NM1974  VERT ORDER      -  FIRST     CLASS II
 NM1974
 NM1974.The horizontal coordinates were determined by differentially corrected
 NM1974.hand held GPS observations or other comparable positioning techniques
 NM1974.and have an estimated accuracy of +/- 3 meters.
 NM1974
 NM1974.The orthometric height was determined by differential leveling and
 NM1974.adjusted by the NATIONAL GEODETIC SURVEY
 NM1974.in June 1991.
 NM1974
 NM1974.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1974.GEOID18 height accuracy estimate available here.
 NM1974
 NM1974.Click photographs - Photos may exist for this station.
 NM1974
 NM1974.The dynamic height is computed by dividing the NAVD 88
 NM1974.geopotential number by the normal gravity value computed on the
 NM1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1974.degrees latitude (g = 980.6199 gals.).
 NM1974
 NM1974.The modeled gravity was interpolated from observed gravity values.
 NM1974
 NM1974;                    North         East    Units  Estimated Accuracy
 NM1974;SPC SD S     -    63,969.0     889,126.1     MT  (+/- 3 meters HH1 GPS) 
 NM1974
 NM1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8016746927(NAD 83)
 NM1974
 NM1974                          SUPERSEDED SURVEY CONTROL
 NM1974
 NM1974.No superseded survey control is available for this station.
 NM1974
 NM1974_MARKER: Z = SEE DESCRIPTION
 NM1974_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1974_STAMPING: I29-31.5 1990
 NM1974_MARK LOGO: NGS
 NM1974_PROJECTION: FLUSH
 NM1974_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1974+STABILITY: POSITION/ELEVATION WELL
 NM1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1974+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 NM1974_ROD/PIPE-DEPTH: 6.4 meters
 NM1974_SLEEVE-DEPTH  : 2.0 meters
 NM1974
 NM1974  HISTORY     - Date     Condition        Report By
 NM1974  HISTORY     - 1989     MONUMENTED       SDDT
 NM1974  HISTORY     - 19900425 GOOD             NGS
 NM1974  HISTORY     - 20120514 GOOD             INDIV
 NM1974
 NM1974                          STATION DESCRIPTION
 NM1974
 NM1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1974'7.6 KM (4.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1974'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.65 KM (0.40 MI)
 NM1974'NORTH OF MILEPOST 31, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 NM1974'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 84.0 M
 NM1974'(275.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NM1974'HIGHWAY, 40.5 M (132.9 FT) NORTHEAST OF THE CENTER OF A HIGHWAY ON
 NM1974'RAMP, 27.6 M (90.6 FT) NORTHWEST OF THE MOST NORTHWESTERLY 1 OF 2
 NM1974'FENCE BRACE POSTS, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NM1974'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 NM1974'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 NM1974'4-INCH PVC CAP.
 NM1974
 NM1974                          STATION RECOVERY (2012)
 NM1974
 NM1974'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1978 ***********************************************************************
 NM1978  DESIGNATION -  I29 035.4
 NM1978  PID         -  NM1978
 NM1978  STATE/COUNTY-  SD/UNION
 NM1978  COUNTRY     -  US
 NM1978  USGS QUAD   -  ALSEN (2017)
 NM1978
 NM1978                         *CURRENT SURVEY CONTROL
 NM1978  ______________________________________________________________________
 NM1978* NAD 83(1986) POSITION- 42 54 43.69   (N) 096 47 40.05   (W)   HD_HELD1
 NM1978* NAVD 88 ORTHO HEIGHT -   384.363 (meters)     1261.03  (feet) ADJUSTED
 NM1978  ______________________________________________________________________
 NM1978  GEOID HEIGHT    -        -25.532 (meters)                     GEOID18
 NM1978  DYNAMIC HEIGHT  -        384.261 (meters)     1260.70  (feet) COMP
 NM1978  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 NM1978
 NM1978  VERT ORDER      -  FIRST     CLASS II
 NM1978
 NM1978.The horizontal coordinates were determined by differentially corrected
 NM1978.hand held GPS observations or other comparable positioning techniques
 NM1978.and have an estimated accuracy of +/- 3 meters.
 NM1978
 NM1978.The orthometric height was determined by differential leveling and
 NM1978.adjusted by the NATIONAL GEODETIC SURVEY
 NM1978.in June 1991.
 NM1978
 NM1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1978.GEOID18 height accuracy estimate available here.
 NM1978
 NM1978.Click photographs - Photos may exist for this station.
 NM1978
 NM1978.The dynamic height is computed by dividing the NAVD 88
 NM1978.geopotential number by the normal gravity value computed on the
 NM1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1978.degrees latitude (g = 980.6199 gals.).
 NM1978
 NM1978.The modeled gravity was interpolated from observed gravity values.
 NM1978
 NM1978;                    North         East    Units  Estimated Accuracy
 NM1978;SPC SD S     -    70,455.8     888,881.6     MT  (+/- 3 meters HH1 GPS) 
 NM1978
 NM1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8002953417(NAD 83)
 NM1978
 NM1978                          SUPERSEDED SURVEY CONTROL
 NM1978
 NM1978.No superseded survey control is available for this station.
 NM1978
 NM1978_MARKER: Z = SEE DESCRIPTION
 NM1978_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1978_STAMPING: I29-35.4 1990
 NM1978_MARK LOGO: NGS
 NM1978_PROJECTION: FLUSH
 NM1978_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1978+STABILITY: POSITION/ELEVATION WELL
 NM1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1978+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 NM1978_ROD/PIPE-DEPTH: 6.4 meters
 NM1978_SLEEVE-DEPTH  : 2.0 meters
 NM1978
 NM1978  HISTORY     - Date     Condition        Report By
 NM1978  HISTORY     - 1989     MONUMENTED       SDDT
 NM1978  HISTORY     - 19900425 GOOD             NGS
 NM1978  HISTORY     - 20120514 GOOD             INDIV
 NM1978
 NM1978                          STATION DESCRIPTION
 NM1978
 NM1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1978'14.1 KM (8.8 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1978'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.7 KM (0.4 MI)
 NM1978'NORTH OF MILEPOST 35, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 NM1978'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 34.3 M
 NM1978'(112.5 FT) SOUTHEAST OF THE EAST END OF A 24-INCH CULVERT, 32.0 M
 NM1978'(105.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NM1978'HIGHWAY, 4.3 M (14.1 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 2 FENCE
 NM1978'BRACE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 NM1978'(1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NM1978'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1978
 NM1978                          STATION RECOVERY (2012)
 NM1978
 NM1978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1980 ***********************************************************************
 NM1980  DESIGNATION -  I29 037.4
 NM1980  PID         -  NM1980
 NM1980  STATE/COUNTY-  SD/UNION
 NM1980  COUNTRY     -  US
 NM1980  USGS QUAD   -  ALSEN (2017)
 NM1980
 NM1980                         *CURRENT SURVEY CONTROL
 NM1980  ______________________________________________________________________
 NM1980* NAD 83(1986) POSITION- 42 56 24.     (N) 096 47 42.     (W)   SCALED
 NM1980* NAVD 88 ORTHO HEIGHT -   392.809 (meters)     1288.74  (feet) ADJUSTED
 NM1980  ______________________________________________________________________
 NM1980  GEOID HEIGHT    -        -25.556 (meters)                     GEOID18
 NM1980  DYNAMIC HEIGHT  -        392.706 (meters)     1288.40  (feet) COMP
 NM1980  MODELED GRAVITY -    980,344.0   (mgal)                       NAVD 88
 NM1980
 NM1980  VERT ORDER      -  FIRST     CLASS II
 NM1980
 NM1980.The horizontal coordinates were scaled from a map and have
 NM1980.an estimated accuracy of +/- 6 seconds.
 NM1980
 NM1980.The orthometric height was determined by differential leveling and
 NM1980.adjusted by the NATIONAL GEODETIC SURVEY
 NM1980.in June 1991.
 NM1980
 NM1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1980.GEOID18 height accuracy estimate available here.
 NM1980
 NM1980.Click photographs - Photos may exist for this station.
 NM1980
 NM1980.The dynamic height is computed by dividing the NAVD 88
 NM1980.geopotential number by the normal gravity value computed on the
 NM1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1980.degrees latitude (g = 980.6199 gals.).
 NM1980
 NM1980.The modeled gravity was interpolated from observed gravity values.
 NM1980
 NM1980;                    North         East    Units  Estimated Accuracy
 NM1980;SPC SD S     -    73,550.      888,710.      MT  (+/- 180 meters Scaled)
 NM1980
 NM1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN799565(NAD 83)
 NM1980
 NM1980                          SUPERSEDED SURVEY CONTROL
 NM1980
 NM1980.No superseded survey control is available for this station.
 NM1980
 NM1980_MARKER: Z = SEE DESCRIPTION
 NM1980_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1980_STAMPING: I29-37.4 1990
 NM1980_MARK LOGO: NGS
 NM1980_PROJECTION: FLUSH
 NM1980_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1980+STABILITY: POSITION/ELEVATION WELL
 NM1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1980+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2012
 NM1980_ROD/PIPE-DEPTH: 6.4 meters
 NM1980_SLEEVE-DEPTH  : 2.0 meters
 NM1980
 NM1980  HISTORY     - Date     Condition        Report By
 NM1980  HISTORY     - 1989     MONUMENTED       SDDT
 NM1980  HISTORY     - 19900425 GOOD             NGS
 NM1980  HISTORY     - 20120527 GOOD             INDIV
 NM1980
 NM1980                          STATION DESCRIPTION
 NM1980
 NM1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1980'17.1 KM (10.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1980'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.1 KM (0.1 MI)
 NM1980'NORTH OF MILEPOST 37, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 NM1980'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 84.8 M
 NM1980'(278.2 FT) NORTH OF A T-FENCE CORNER, 32.5 M (106.6 FT) WEST OF THE
 NM1980'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT)
 NM1980'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 NM1980'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NM1980'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 NM1980
 NM1980                          STATION RECOVERY (2012)
 NM1980
 NM1980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1981 ***********************************************************************
 NM1981  CBN         -  This is a Cooperative Base Network Control Station.
 NM1981  DESIGNATION -  I29 038.3
 NM1981  PID         -  NM1981
 NM1981  STATE/COUNTY-  SD/UNION
 NM1981  COUNTRY     -  US
 NM1981  USGS QUAD   -  ALSEN (2017)
 NM1981
 NM1981                         *CURRENT SURVEY CONTROL
 NM1981  ______________________________________________________________________
 NM1981* NAD 83(2011) POSITION- 42 57 13.36164(N) 096 47 51.62167(W)   ADJUSTED
 NM1981* NAD 83(2011) ELLIP HT-   377.324 (meters)        (06/27/12)   ADJUSTED
 NM1981* NAD 83(2011) EPOCH   -  2010.00
 NM1981* NAVD 88 ORTHO HEIGHT -   402.902 (meters)     1321.85  (feet) ADJUSTED
 NM1981  ______________________________________________________________________
 NM1981  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM1981  NAD 83(2011) X  -   -553,436.988 (meters)                     COMP
 NM1981  NAD 83(2011) Y  - -4,642,866.052 (meters)                     COMP
 NM1981  NAD 83(2011) Z  -  4,323,996.623 (meters)                     COMP
 NM1981  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 NM1981  DYNAMIC HEIGHT  -        402.796 (meters)     1321.51  (feet) COMP
 NM1981  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 NM1981
 NM1981  VERT ORDER      -  FIRST     CLASS II
 NM1981
 NM1981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1981  Standards:
 NM1981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1981  -------------------------------------------------------------------
 NM1981  NETWORK    0.74   2.18           0.33   0.27   1.11     -0.17190715
 NM1981  -------------------------------------------------------------------
 NM1981  Click here for local accuracies and other accuracy information.
 NM1981
 NM1981.The horizontal coordinates were established by GPS observations
 NM1981.and adjusted by the National Geodetic Survey in June 2012.
 NM1981
 NM1981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1981.been affixed to the stable North American tectonic plate. See 
 NM1981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1981
 NM1981.The horizontal coordinates are valid at the epoch date displayed above
 NM1981.which is a decimal equivalence of Year/Month/Day.
 NM1981
 NM1981.The orthometric height was determined by differential leveling and
 NM1981.adjusted by the NATIONAL GEODETIC SURVEY
 NM1981.in June 1991.
 NM1981
 NM1981.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1981.GEOID18 height accuracy estimate available here.
 NM1981
 NM1981.Click photographs - Photos may exist for this station.
 NM1981
 NM1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1981
 NM1981.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1981
 NM1981.The ellipsoidal height was determined by GPS observations
 NM1981.and is referenced to NAD 83.
 NM1981
 NM1981.The dynamic height is computed by dividing the NAVD 88
 NM1981.geopotential number by the normal gravity value computed on the
 NM1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1981.degrees latitude (g = 980.6199 gals.).
 NM1981
 NM1981.The modeled gravity was interpolated from observed gravity values.
 NM1981
 NM1981. The following values were computed from the NAD 83(2011) position.
 NM1981
 NM1981;                    North         East     Units Scale Factor Converg.
 NM1981;SPC SD S     -    75,059.017   888,422.784   MT  0.99997367   +2 26 20.7
 NM1981;SPC SD S     -   246,256.12  2,914,767.08   sFT  0.99997367   +2 26 20.7
 NM1981;UTM  14      - 4,758,027.799   679,645.992   MT  0.99999704   +1 30 03.9
 NM1981
 NM1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1981!SPC SD S     -   0.99994083  x   0.99997367  =   0.99991450
 NM1981!UTM  14      -   0.99994083  x   0.99999704  =   0.99993787
 NM1981
 NM1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7964558027(NAD 83)
 NM1981
 NM1981                          SUPERSEDED SURVEY CONTROL
 NM1981
 NM1981  NAD 83(2007)-  42 57 13.36161(N)    096 47 51.62248(W) AD(2002.00) 0
 NM1981  ELLIP H (02/10/07)  377.349  (m)                       GP(2002.00)    
 NM1981  ELLIP H (04/15/04)  377.346  (m)                       GP(       ) 2 1
 NM1981  NAD 83(1996)-  42 57 13.36149(N)    096 47 51.62219(W) AD(       ) B
 NM1981  ELLIP H (04/18/97)  377.387  (m)                       GP(       ) 4 1
 NM1981  NAVD 88             402.90   (m)         1321.8    (f) LEVELING    3  
 NM1981
 NM1981.Superseded values are not recommended for survey control.
 NM1981
 NM1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1981.See file dsdata.pdf to determine how the superseded data were derived.
 NM1981
 NM1981_MARKER: Z = SEE DESCRIPTION
 NM1981_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NM1981_PROJECTION: FLUSH
 NM1981_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1981+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2013
 NM1981_ROD/PIPE-DEPTH: 6.4 meters
 NM1981_SLEEVE-DEPTH  : 1.8 meters
 NM1981
 NM1981  HISTORY     - Date     Condition        Report By
 NM1981  HISTORY     - 1989     MONUMENTED       SDDT
 NM1981  HISTORY     - 19900501 GOOD             NGS
 NM1981  HISTORY     - 19960604 GOOD             NGS
 NM1981  HISTORY     - 20120527 GOOD             INDIV
 NM1981  HISTORY     - 20131218 GOOD             SDDENR
 NM1981
 NM1981                          STATION DESCRIPTION
 NM1981
 NM1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1981'14.5 KM (9.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1981'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 NM1981'MILEPOST 38, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 NM1981'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 213.0 M (698.8
 NM1981'FT) WEST OF THE SOUTHBOUND LANES OF THE HIGHWAY, 57.6 M (189.0 FT)
 NM1981'WEST OF A FENCE CORNER, 29.8 M (97.8 FT) EAST OF UTILITY WARNING POLE
 NM1981'NUMBER 189, 19.6 M (64.3 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD,
 NM1981'1.5 M (4.9 FT) BELOW THE LEVEL OF THE PAVED ROAD, AND 0.5 M (1.6 FT)
 NM1981'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NM1981'IS THROUGH A 4-INCH PVC SCREW CAP.  THE MONUMENT HAS NO STAMPING.
 NM1981
 NM1981                          STATION RECOVERY (1996)
 NM1981
 NM1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1981'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH OF BERESFORD AND
 NM1981'5.5 MI (8.9 KM) EAST OF HUB CITY, ON THE WEST SIDE OF INTERSTATE
 NM1981'HIGHWAY 29.  OWNERSHIP--UNION COUNTY.  TO REACH THE STATION FROM THE
 NM1981'JUNCTION OF INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 46 (EXIT 47), GO
 NM1981'SOUTH ON INTERSTATE HIGHWAY 90 FOR 9.0 MI (14.5 KM) TO EXIT 38 AND THE
 NM1981'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 NM1981'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 NM1981'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 213.0 M (698.8 FT) WEST OF
 NM1981'THE CENTERLINE OF THE SOUTHBOUND HIGHWAY, 71.3 M (233.9 FT) EAST OF
 NM1981'THE CENTER OF THE NORTH END OF THE MOST EASTERLY OF 2 PIPE CULVERTS
 NM1981'UNDER COUNTY ROAD 15, 57.6 M (189.0 FT) WEST OF A FENCE CORNER, 19.6 M
 NM1981'(64.3 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.5 M (4.9 FT) BELOW
 NM1981'THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 NM1981'FENCE, 0.21 M (0.69 FT) BELOW THE GROUND SURFACE, AND NEAR THE CENTER
 NM1981'OF 3 METAL GUARD POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1981'4-INCH PVC SCREW CAP.
 NM1981
 NM1981                          STATION RECOVERY (2012)
 NM1981
 NM1981'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1981'RECOVERED IN GOOD CONDITION.
 NM1981
 NM1981                          STATION RECOVERY (2013)
 NM1981
 NM1981'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 NM1981'ON THE NORTH SIDE OF 306 ST, ABOUT 250 FT WEST OF THE EXIT RAMP FROM
 NM1981'SOUTHBOUND I-29 (EXIT 38 - VOLIN).  NOTE--THE PVC SCREW CAP IS
 NM1981'MISSING. A LARGE ROCK IS CAPPING THE PVC PIPE INSTEAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0949 ***********************************************************************
 OQ0949  DESIGNATION -  I29 042.2
 OQ0949  PID         -  OQ0949
 OQ0949  STATE/COUNTY-  SD/UNION
 OQ0949  COUNTRY     -  US
 OQ0949  USGS QUAD   -  BERESFORD (2017)
 OQ0949
 OQ0949                         *CURRENT SURVEY CONTROL
 OQ0949  ______________________________________________________________________
 OQ0949* NAD 83(1986) POSITION- 43 00 37.89   (N) 096 47 39.70   (W)   HD_HELD1
 OQ0949* NAVD 88 ORTHO HEIGHT -   434.395 (meters)     1425.18  (feet) ADJUSTED
 OQ0949  ______________________________________________________________________
 OQ0949  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 OQ0949  DYNAMIC HEIGHT  -        434.277 (meters)     1424.79  (feet) COMP
 OQ0949  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 OQ0949
 OQ0949  VERT ORDER      -  FIRST     CLASS II
 OQ0949
 OQ0949.The horizontal coordinates were determined by differentially corrected
 OQ0949.hand held GPS observations or other comparable positioning techniques
 OQ0949.and have an estimated accuracy of +/- 3 meters.
 OQ0949
 OQ0949.The orthometric height was determined by differential leveling and
 OQ0949.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0949.in June 1991.
 OQ0949
 OQ0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0949.GEOID18 height accuracy estimate available here.
 OQ0949
 OQ0949.Click photographs - Photos may exist for this station.
 OQ0949
 OQ0949.The dynamic height is computed by dividing the NAVD 88
 OQ0949.geopotential number by the normal gravity value computed on the
 OQ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0949.degrees latitude (g = 980.6199 gals.).
 OQ0949
 OQ0949.The modeled gravity was interpolated from observed gravity values.
 OQ0949
 OQ0949;                    North         East    Units  Estimated Accuracy
 OQ0949;SPC SD S     -    81,376.1     888,423.9     MT  (+/- 3 meters HH1 GPS) 
 OQ0949
 OQ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7975064344(NAD 83)
 OQ0949
 OQ0949                          SUPERSEDED SURVEY CONTROL
 OQ0949
 OQ0949.No superseded survey control is available for this station.
 OQ0949
 OQ0949_MARKER: Z = SEE DESCRIPTION
 OQ0949_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0949_STAMPING: I29-42.2 1990
 OQ0949_MARK LOGO: NGS
 OQ0949_PROJECTION: FLUSH
 OQ0949_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0949+STABILITY: POSITION/ELEVATION WELL
 OQ0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0949+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 OQ0949_ROD/PIPE-DEPTH: 6.4 meters
 OQ0949_SLEEVE-DEPTH  : 2.0 meters
 OQ0949
 OQ0949  HISTORY     - Date     Condition        Report By
 OQ0949  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0949  HISTORY     - 19900501 GOOD             NGS
 OQ0949  HISTORY     - 20120327 GOOD             INDIV
 OQ0949
 OQ0949                          STATION DESCRIPTION
 OQ0949
 OQ0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0949'8.2 KM (5.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0949'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.3 KM (0.2 MI) NORTH OF
 OQ0949'MILEPOST 42, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0949'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 95.0 M (311.7
 OQ0949'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ0949'71.6 M (234.9 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, 36.5 M
 OQ0949'(119.8 FT) SOUTH OF A FENCE CORNER, 30.8 M (101.0 FT) EAST OF AND
 OQ0949'LEVEL WITH THE CENTER OF AN OFF RAMP, AND 0.4 M (1.3 FT) WEST OF A
 OQ0949'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ0949'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ0949
 OQ0949                          STATION RECOVERY (2012)
 OQ0949
 OQ0949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0951 ***********************************************************************
 OQ0951  DESIGNATION -  I29 044.5
 OQ0951  PID         -  OQ0951
 OQ0951  STATE/COUNTY-  SD/UNION
 OQ0951  COUNTRY     -  US
 OQ0951  USGS QUAD   -  BERESFORD (2017)
 OQ0951
 OQ0951                         *CURRENT SURVEY CONTROL
 OQ0951  ______________________________________________________________________
 OQ0951* NAD 83(1986) POSITION- 43 02 34.99   (N) 096 47 42.19   (W)   HD_HELD1
 OQ0951* NAVD 88 ORTHO HEIGHT -   454.396 (meters)     1490.80  (feet) ADJUSTED
 OQ0951  ______________________________________________________________________
 OQ0951  GEOID HEIGHT    -        -25.846 (meters)                     GEOID18
 OQ0951  DYNAMIC HEIGHT  -        454.268 (meters)     1490.38  (feet) COMP
 OQ0951  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 OQ0951
 OQ0951  VERT ORDER      -  FIRST     CLASS II
 OQ0951
 OQ0951.The horizontal coordinates were determined by differentially corrected
 OQ0951.hand held GPS observations or other comparable positioning techniques
 OQ0951.and have an estimated accuracy of +/- 3 meters.
 OQ0951
 OQ0951.The orthometric height was determined by differential leveling and
 OQ0951.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0951.in June 1991.
 OQ0951
 OQ0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0951.GEOID18 height accuracy estimate available here.
 OQ0951
 OQ0951.Click photographs - Photos may exist for this station.
 OQ0951
 OQ0951.The dynamic height is computed by dividing the NAVD 88
 OQ0951.geopotential number by the normal gravity value computed on the
 OQ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0951.degrees latitude (g = 980.6199 gals.).
 OQ0951
 OQ0951.The modeled gravity was interpolated from observed gravity values.
 OQ0951
 OQ0951;                    North         East    Units  Estimated Accuracy
 OQ0951;SPC SD S     -    84,983.9     888,213.7     MT  (+/- 3 meters HH1 GPS) 
 OQ0951
 OQ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7959967955(NAD 83)
 OQ0951
 OQ0951                          SUPERSEDED SURVEY CONTROL
 OQ0951
 OQ0951.No superseded survey control is available for this station.
 OQ0951
 OQ0951_MARKER: Z = SEE DESCRIPTION
 OQ0951_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0951_STAMPING: I29-44.5 1990
 OQ0951_MARK LOGO: NGS
 OQ0951_PROJECTION: FLUSH
 OQ0951_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0951+STABILITY: POSITION/ELEVATION WELL
 OQ0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0951+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 OQ0951_ROD/PIPE-DEPTH: 6.4 meters
 OQ0951_SLEEVE-DEPTH  : 2.0 meters
 OQ0951
 OQ0951  HISTORY     - Date     Condition        Report By
 OQ0951  HISTORY     - 1990     MONUMENTED       SDDT
 OQ0951  HISTORY     - 19900501 GOOD             NGS
 OQ0951  HISTORY     - 20120327 GOOD             INDIV
 OQ0951
 OQ0951                          STATION DESCRIPTION
 OQ0951
 OQ0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0951'4.2 KM (2.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0951'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.8 KM (0.5 MI) NORTH OF
 OQ0951'MILEPOST 44, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0951'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 79.9 M (262.1
 OQ0951'FT) SOUTH OF A T-FENCE CORNER, 32.4 M (106.3 FT) EAST OF THE
 OQ0951'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT)
 OQ0951'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ0951'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ0951
 OQ0951                          STATION RECOVERY (2012)
 OQ0951
 OQ0951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0953 ***********************************************************************
 OQ0953  DESIGNATION -  I29 046.2
 OQ0953  PID         -  OQ0953
 OQ0953  STATE/COUNTY-  SD/UNION
 OQ0953  COUNTRY     -  US
 OQ0953  USGS QUAD   -  BERESFORD (2017)
 OQ0953
 OQ0953                         *CURRENT SURVEY CONTROL
 OQ0953  ______________________________________________________________________
 OQ0953* NAD 83(1986) POSITION- 43 04 03.07   (N) 096 47 43.04   (W)   HD_HELD1
 OQ0953* NAVD 88 ORTHO HEIGHT -   445.634 (meters)     1462.05  (feet) ADJUSTED
 OQ0953  ______________________________________________________________________
 OQ0953  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 OQ0953  DYNAMIC HEIGHT  -        445.505 (meters)     1461.63  (feet) COMP
 OQ0953  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 OQ0953
 OQ0953  VERT ORDER      -  FIRST     CLASS II
 OQ0953
 OQ0953.The horizontal coordinates were determined by differentially corrected
 OQ0953.hand held GPS observations or other comparable positioning techniques
 OQ0953.and have an estimated accuracy of +/- 3 meters.
 OQ0953
 OQ0953.The orthometric height was determined by differential leveling and
 OQ0953.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0953.in June 1991.
 OQ0953
 OQ0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0953.GEOID18 height accuracy estimate available here.
 OQ0953
 OQ0953.Click photographs - Photos may exist for this station.
 OQ0953
 OQ0953.The dynamic height is computed by dividing the NAVD 88
 OQ0953.geopotential number by the normal gravity value computed on the
 OQ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0953.degrees latitude (g = 980.6199 gals.).
 OQ0953
 OQ0953.The modeled gravity was interpolated from observed gravity values.
 OQ0953
 OQ0953;                    North         East    Units  Estimated Accuracy
 OQ0953;SPC SD S     -    87,698.6     888,078.7     MT  (+/- 3 meters HH1 GPS) 
 OQ0953
 OQ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7950870671(NAD 83)
 OQ0953
 OQ0953                          SUPERSEDED SURVEY CONTROL
 OQ0953
 OQ0953.No superseded survey control is available for this station.
 OQ0953
 OQ0953_MARKER: Z = SEE DESCRIPTION
 OQ0953_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0953_STAMPING: I29-46.2 1990
 OQ0953_MARK LOGO: NGS
 OQ0953_PROJECTION: FLUSH
 OQ0953_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0953+STABILITY: POSITION/ELEVATION WELL
 OQ0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0953+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 OQ0953_ROD/PIPE-DEPTH: 6.4 meters
 OQ0953_SLEEVE-DEPTH  : 2.0 meters
 OQ0953
 OQ0953  HISTORY     - Date     Condition        Report By
 OQ0953  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0953  HISTORY     - 19900501 GOOD             NGS
 OQ0953  HISTORY     - 20120327 GOOD             INDIV
 OQ0953
 OQ0953                          STATION DESCRIPTION
 OQ0953
 OQ0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0953'1.8 KM (1.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0953'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.3 KM (0.2 MI) NORTH OF
 OQ0953'MILEPOST 46, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0953'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 50.4 M (165.4
 OQ0953'FT) SOUTH-SOUTHEAST OF THE MOST EASTERLY 1 OF 2 LEGS OF A HIGHWAY
 OQ0953'INFORMATION SIGN, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 OQ0953'NORTHBOUND LANES OF THE HIGHWAY, 25.7 M (84.3 FT) NORTH OF THE MOST
 OQ0953'NORTHERLY 1 OF 2 FENCE BRACE POSTS, 0.4 M (1.3 FT) WEST OF A WITNESS
 OQ0953'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OQ0953'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ0953'THROUGH A 4-INCH PVC CAP.
 OQ0953
 OQ0953                          STATION RECOVERY (2012)
 OQ0953
 OQ0953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0955 ***********************************************************************
 OQ0955  DESIGNATION -  I29 047.4
 OQ0955  PID         -  OQ0955
 OQ0955  STATE/COUNTY-  SD/LINCOLN
 OQ0955  COUNTRY     -  US
 OQ0955  USGS QUAD   -  BERESFORD (2017)
 OQ0955
 OQ0955                         *CURRENT SURVEY CONTROL
 OQ0955  ______________________________________________________________________
 OQ0955* NAD 83(1986) POSITION- 43 05 07.17   (N) 096 47 42.86   (W)   HD_HELD1
 OQ0955* NAVD 88 ORTHO HEIGHT -   441.928 (meters)     1449.89  (feet) ADJUSTED
 OQ0955  ______________________________________________________________________
 OQ0955  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 OQ0955  DYNAMIC HEIGHT  -        441.798 (meters)     1449.47  (feet) COMP
 OQ0955  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 OQ0955
 OQ0955  VERT ORDER      -  FIRST     CLASS II
 OQ0955
 OQ0955.The horizontal coordinates were determined by differentially corrected
 OQ0955.hand held GPS observations or other comparable positioning techniques
 OQ0955.and have an estimated accuracy of +/- 3 meters.
 OQ0955
 OQ0955.The orthometric height was determined by differential leveling and
 OQ0955.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0955.in June 1991.
 OQ0955
 OQ0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0955.GEOID18 height accuracy estimate available here.
 OQ0955
 OQ0955.Click photographs - Photos may exist for this station.
 OQ0955
 OQ0955.The dynamic height is computed by dividing the NAVD 88
 OQ0955.geopotential number by the normal gravity value computed on the
 OQ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0955.degrees latitude (g = 980.6199 gals.).
 OQ0955
 OQ0955.The modeled gravity was interpolated from observed gravity values.
 OQ0955
 OQ0955;                    North         East    Units  Estimated Accuracy
 OQ0955;SPC SD S     -    89,675.0     887,998.6     MT  (+/- 3 meters HH1 GPS) 
 OQ0955
 OQ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7946072649(NAD 83)
 OQ0955
 OQ0955                          SUPERSEDED SURVEY CONTROL
 OQ0955
 OQ0955.No superseded survey control is available for this station.
 OQ0955
 OQ0955_MARKER: Z = SEE DESCRIPTION
 OQ0955_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0955_PROJECTION: FLUSH
 OQ0955_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0955+STABILITY: POSITION/ELEVATION WELL
 OQ0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0955+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 OQ0955_ROD/PIPE-DEPTH: 6.4 meters
 OQ0955_SLEEVE-DEPTH  : 2.0 meters
 OQ0955
 OQ0955  HISTORY     - Date     Condition        Report By
 OQ0955  HISTORY     - 1988     MONUMENTED       SDDT
 OQ0955  HISTORY     - 19900507 GOOD             NGS
 OQ0955  HISTORY     - 20080319 GOOD             INDIV
 OQ0955  HISTORY     - 20120301 GOOD             INDIV
 OQ0955
 OQ0955                          STATION DESCRIPTION
 OQ0955
 OQ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0955'IN BERESFORD, AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND STATE
 OQ0955'HIGHWAY 46, 0.65 KM (0.40 MI) NORTH OF MILEPOST 46, A STAINLESS STEEL
 OQ0955'BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS ATTACHED TO A
 OQ0955'1-1/2 INCH IRON PIPE, 179.0 M (587.3 FT) NORTH OF THE CENTERLINE OF
 OQ0955'THE STATE HIGHWAY, 62.8 M (206.0 FT) EAST OF THE CENTERLINE OF THE
 OQ0955'NORTHBOUND LANES OF THE INTERSTATE HIGHWAY, 35.0 M (114.8 FT)
 OQ0955'NORTHEAST OF THE CENTER OF THE NORTHBOUND ON RAMP, 26.6 M (87.3 FT)
 OQ0955'NORTHEAST OF THE NORTHEAST END OF A 24-INCH CULVERT, 7.8 M (25.6 FT)
 OQ0955'SOUTHEAST OF A T-FENCE CORNER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 OQ0955'ON RAMP, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 OQ0955'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OQ0955'THE MONUMENT IS NOT STAMPED.
 OQ0955
 OQ0955                          STATION RECOVERY (2008)
 OQ0955
 OQ0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAB)
 OQ0955'RECOVERED IN GOOD CONDITION.
 OQ0955
 OQ0955                          STATION RECOVERY (2012)
 OQ0955
 OQ0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0959 ***********************************************************************
 OQ0959  DESIGNATION -  I29 050.1
 OQ0959  PID         -  OQ0959
 OQ0959  STATE/COUNTY-  SD/LINCOLN
 OQ0959  COUNTRY     -  US
 OQ0959  USGS QUAD   -  BERESFORD (2017)
 OQ0959
 OQ0959                         *CURRENT SURVEY CONTROL
 OQ0959  ______________________________________________________________________
 OQ0959* NAD 83(1986) POSITION- 43 07 28.87   (N) 096 47 50.31   (W)   HD_HELD1
 OQ0959* NAVD 88 ORTHO HEIGHT -   426.985 (meters)     1400.87  (feet) ADJUSTED
 OQ0959  ______________________________________________________________________
 OQ0959  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 OQ0959  DYNAMIC HEIGHT  -        426.858 (meters)     1400.45  (feet) COMP
 OQ0959  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 OQ0959
 OQ0959  VERT ORDER      -  FIRST     CLASS II
 OQ0959
 OQ0959.The horizontal coordinates were determined by differentially corrected
 OQ0959.hand held GPS observations or other comparable positioning techniques
 OQ0959.and have an estimated accuracy of +/- 3 meters.
 OQ0959
 OQ0959.The orthometric height was determined by differential leveling and
 OQ0959.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0959.in June 1991.
 OQ0959
 OQ0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0959.GEOID18 height accuracy estimate available here.
 OQ0959
 OQ0959.Click photographs - Photos may exist for this station.
 OQ0959
 OQ0959.The dynamic height is computed by dividing the NAVD 88
 OQ0959.geopotential number by the normal gravity value computed on the
 OQ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0959.degrees latitude (g = 980.6199 gals.).
 OQ0959
 OQ0959.The modeled gravity was interpolated from observed gravity values.
 OQ0959
 OQ0959;                    North         East    Units  Estimated Accuracy
 OQ0959;SPC SD S     -    94,036.4     887,644.1     MT  (+/- 3 meters HH1 GPS) 
 OQ0959
 OQ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7917777016(NAD 83)
 OQ0959
 OQ0959                          SUPERSEDED SURVEY CONTROL
 OQ0959
 OQ0959.No superseded survey control is available for this station.
 OQ0959
 OQ0959_MARKER: Z = SEE DESCRIPTION
 OQ0959_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0959_STAMPING: I29-50.1 1990
 OQ0959_MARK LOGO: NGS
 OQ0959_PROJECTION: FLUSH
 OQ0959_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0959+STABILITY: POSITION/ELEVATION WELL
 OQ0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0959+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 OQ0959_ROD/PIPE-DEPTH: 6.4 meters
 OQ0959_SLEEVE-DEPTH  : 2.0 meters
 OQ0959
 OQ0959  HISTORY     - Date     Condition        Report By
 OQ0959  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0959  HISTORY     - 19900507 GOOD             NGS
 OQ0959  HISTORY     - 20120301 GOOD             INDIV
 OQ0959
 OQ0959                          STATION DESCRIPTION
 OQ0959
 OQ0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0959'4.6 KM (2.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0959'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.2 KM (0.1 MI) NORTH OF
 OQ0959'MILEPOST 50, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0959'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 31.2 M (102.4
 OQ0959'FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF
 OQ0959'THE HIGHWAY, 24.6 M (80.7 FT) WEST OF THE CENTER OF A HIGHWAY ON
 OQ0959'RAMP, 11.3 M (37.1 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 5 FENCE BRACE
 OQ0959'POSTS, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 OQ0959'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ0959'THROUGH A 4-INCH PVC CAP.
 OQ0959
 OQ0959                          STATION RECOVERY (2012)
 OQ0959
 OQ0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0962 ***********************************************************************
 OQ0962  FBN         -  This is a Federal Base Network Control Station.
 OQ0962  DESIGNATION -  I29 053.4
 OQ0962  PID         -  OQ0962
 OQ0962  STATE/COUNTY-  SD/LINCOLN
 OQ0962  COUNTRY     -  US
 OQ0962  USGS QUAD   -  BERESFORD NE (2017)
 OQ0962
 OQ0962                         *CURRENT SURVEY CONTROL
 OQ0962  ______________________________________________________________________
 OQ0962* NAD 83(2011) POSITION- 43 10 21.62277(N) 096 47 40.90784(W)   ADJUSTED
 OQ0962* NAD 83(2011) ELLIP HT-   405.598 (meters)        (06/27/12)   ADJUSTED
 OQ0962* NAD 83(2011) EPOCH   -  2010.00
 OQ0962* NAVD 88 ORTHO HEIGHT -   431.827 (meters)     1416.75  (feet) ADJUSTED
 OQ0962  ______________________________________________________________________
 OQ0962  GEOID HEIGHT    -        -26.233 (meters)                     GEOID18
 OQ0962  NAD 83(2011) X  -   -551,233.056 (meters)                     COMP
 OQ0962  NAD 83(2011) Y  - -4,626,421.535 (meters)                     COMP
 OQ0962  NAD 83(2011) Z  -  4,341,789.096 (meters)                     COMP
 OQ0962  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 OQ0962  DYNAMIC HEIGHT  -        431.699 (meters)     1416.33  (feet) COMP
 OQ0962  MODELED GRAVITY -    980,311.1   (mgal)                       NAVD 88
 OQ0962
 OQ0962  VERT ORDER      -  FIRST     CLASS II
 OQ0962
 OQ0962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ0962  Standards:
 OQ0962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ0962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ0962  -------------------------------------------------------------------
 OQ0962  NETWORK    0.45   1.04           0.20   0.16   0.53     -0.08449798
 OQ0962  -------------------------------------------------------------------
 OQ0962  Click here for local accuracies and other accuracy information.
 OQ0962
 OQ0962.The horizontal coordinates were established by GPS observations
 OQ0962.and adjusted by the National Geodetic Survey in June 2012.
 OQ0962
 OQ0962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ0962.been affixed to the stable North American tectonic plate. See 
 OQ0962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ0962
 OQ0962.The horizontal coordinates are valid at the epoch date displayed above
 OQ0962.which is a decimal equivalence of Year/Month/Day.
 OQ0962
 OQ0962.The orthometric height was determined by differential leveling and
 OQ0962.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0962.in June 1991.
 OQ0962
 OQ0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0962.GEOID18 height accuracy estimate available here.
 OQ0962
 OQ0962.Click photographs - Photos may exist for this station.
 OQ0962
 OQ0962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0962
 OQ0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0962
 OQ0962.The ellipsoidal height was determined by GPS observations
 OQ0962.and is referenced to NAD 83.
 OQ0962
 OQ0962.The dynamic height is computed by dividing the NAVD 88
 OQ0962.geopotential number by the normal gravity value computed on the
 OQ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0962.degrees latitude (g = 980.6199 gals.).
 OQ0962
 OQ0962.The modeled gravity was interpolated from observed gravity values.
 OQ0962
 OQ0962. The following values were computed from the NAD 83(2011) position.
 OQ0962
 OQ0962;                    North         East     Units Scale Factor Converg.
 OQ0962;SPC SD S     -    99,371.460   887,629.372   MT  0.99993695   +2 26 28.1
 OQ0962;SPC SD S     -   326,021.20  2,912,164.03   sFT  0.99993695   +2 26 28.1
 OQ0962;UTM  14      - 4,782,350.973   679,249.374   MT  0.99999527   +1 30 33.4
 OQ0962
 OQ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0962!SPC SD S     -   0.99993640  x   0.99993695  =   0.99987335
 OQ0962!UTM  14      -   0.99993640  x   0.99999527  =   0.99993167
 OQ0962
 OQ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7924982350(NAD 83)
 OQ0962
 OQ0962                          SUPERSEDED SURVEY CONTROL
 OQ0962
 OQ0962  NAD 83(2007)-  43 10 21.62275(N)    096 47 40.90871(W) AD(2002.00) 0
 OQ0962  ELLIP H (02/10/07)  405.625  (m)                       GP(2002.00)    
 OQ0962  ELLIP H (06/23/03)  405.643  (m)                       GP(       ) 3 1
 OQ0962  NAD 83(1996)-  43 10 21.62249(N)    096 47 40.90834(W) AD(       ) B
 OQ0962  ELLIP H (04/18/97)  405.646  (m)                       GP(       ) 4 1
 OQ0962  NAVD 88             431.83   (m)         1416.8    (f) LEVELING    3  
 OQ0962
 OQ0962.Superseded values are not recommended for survey control.
 OQ0962
 OQ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0962.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0962
 OQ0962_MARKER: Z = SEE DESCRIPTION
 OQ0962_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0962_STAMPING: I29 53.4 1990
 OQ0962_MARK LOGO: NGS
 OQ0962_PROJECTION: FLUSH
 OQ0962_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0962+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 OQ0962_ROD/PIPE-DEPTH: 6.40 meters
 OQ0962_SLEEVE-DEPTH  : 1.80 meters
 OQ0962
 OQ0962  HISTORY     - Date     Condition        Report By
 OQ0962  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0962  HISTORY     - 19900507 GOOD             NGS
 OQ0962  HISTORY     - 19960611 GOOD             NGS
 OQ0962  HISTORY     - 20020611 GOOD             SDDT
 OQ0962  HISTORY     - 20030205 GOOD             SDDT
 OQ0962  HISTORY     - 20120301 GOOD             INDIV
 OQ0962  HISTORY     - 20140113 GOOD             SDDENR
 OQ0962
 OQ0962                          STATION DESCRIPTION
 OQ0962
 OQ0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0962'9.9 KM (6.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0962'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.75 KM (0.47 MI) NORTH
 OQ0962'OF MILEPOST 53, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0962'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 67.0 M (219.8
 OQ0962'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ0962'38.6 M (126.6 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY 1 OF 3 FENCE
 OQ0962'BRACE POSTS, 36.7 M (120.4 FT) NORTHEAST OF THE CENTER OF A HIGHWAY
 OQ0962'ON RAMP, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 OQ0962'(1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ0962'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ0962'PVC CAP.
 OQ0962
 OQ0962                          STATION RECOVERY (1996)
 OQ0962
 OQ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ0962'THE STATION IS LOCATED ABOUT 24.0 KM (14.90 MI) EAST OF VIBORG, 9.9 KM
 OQ0962'(6.15 MI) NORTH OF BERESFORD, AND 0.75 KM (0.45 MI) NORTH OF MILEPOST
 OQ0962'53 ON INTERSTATE HIGHWAY 29.  OWNERSHIP--THE STATE OF SOUTH DAKOTA. TO
 OQ0962'REACH THE STATION FROM INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 46
 OQ0962'(EXIT 47) ON THE WEST SIDE OF BERESFORD, GO NORTH ON INTERSTATE
 OQ0962'HIGHWAY 29 FOR 9.3 KM (5.75 MI) TO THE OFF-RAMP AT EXIT 53, BEAR RIGHT
 OQ0962'ON THE OFF-RAMP FOR 0.4 KM (0.25 MI) TO A PAVED ROAD, CONTINUE NORTH
 OQ0962'CROSSING THE PAVED ROAD AND ONTO THE NORTHBOUND INTERSTATE ON-RAMP FOR
 OQ0962'0.5 KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 OQ0962'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 OQ0962'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 67.0 M (219.8
 OQ0962'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND HIGHWAY, 38.6 M (126.6
 OQ0962'FT) SOUTH OF THE MOST SOUTHEASTERLY OF 3 BRACED FENCE POSTS, 36.4 M
 OQ0962'(119.4 FT) NORTHEAST OF THE CENTER OF THE RAMP, 3.0 M (9.8 FT) ABOVE
 OQ0962'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A METAL GUARD
 OQ0962'POST, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO
 OQ0962'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 OQ0962'CAP.
 OQ0962
 OQ0962                          STATION RECOVERY (2002)
 OQ0962
 OQ0962'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OQ0962'RECOVERED AS DESCRIBED
 OQ0962
 OQ0962                          STATION RECOVERY (2003)
 OQ0962
 OQ0962'RECOVERY NOTE BY SD DEPT OF TRANSP 2003 (RAH)
 OQ0962'RECOVERED AS DESCRIBED.
 OQ0962
 OQ0962                          STATION RECOVERY (2012)
 OQ0962
 OQ0962'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0962'RECOVERED IN GOOD CONDITION.
 OQ0962
 OQ0962                          STATION RECOVERY (2014)
 OQ0962
 OQ0962'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2014 (DL)
 OQ0962'ON THE EAST SIDE OF THE ON-RAMP TO NORTHBOUND I-29 FROM EXIT 53 -
 OQ0962'VIBORG (291 ST), UP THE HILL AND ALONG THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0965 ***********************************************************************
 OQ0965  DESIGNATION -  I29 056.5
 OQ0965  PID         -  OQ0965
 OQ0965  STATE/COUNTY-  SD/LINCOLN
 OQ0965  COUNTRY     -  US
 OQ0965  USGS QUAD   -  BERESFORD NE (2017)
 OQ0965
 OQ0965                         *CURRENT SURVEY CONTROL
 OQ0965  ______________________________________________________________________
 OQ0965* NAD 83(1986) POSITION- 43 13 01.46   (N) 096 47 43.20   (W)   HD_HELD1
 OQ0965* NAVD 88 ORTHO HEIGHT -   404.568 (meters)     1327.32  (feet) ADJUSTED
 OQ0965  ______________________________________________________________________
 OQ0965  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 OQ0965  DYNAMIC HEIGHT  -        404.450 (meters)     1326.93  (feet) COMP
 OQ0965  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 OQ0965
 OQ0965  VERT ORDER      -  FIRST     CLASS II
 OQ0965
 OQ0965.The horizontal coordinates were determined by differentially corrected
 OQ0965.hand held GPS observations or other comparable positioning techniques
 OQ0965.and have an estimated accuracy of +/- 3 meters.
 OQ0965
 OQ0965.The orthometric height was determined by differential leveling and
 OQ0965.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0965.in June 1991.
 OQ0965
 OQ0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0965.GEOID18 height accuracy estimate available here.
 OQ0965
 OQ0965.Click photographs - Photos may exist for this station.
 OQ0965
 OQ0965.The dynamic height is computed by dividing the NAVD 88
 OQ0965.geopotential number by the normal gravity value computed on the
 OQ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0965.degrees latitude (g = 980.6199 gals.).
 OQ0965
 OQ0965.The modeled gravity was interpolated from observed gravity values.
 OQ0965
 OQ0965;                    North         East    Units  Estimated Accuracy
 OQ0965;SPC SD S     -   104,297.1     887,367.6     MT  (+/- 3 meters HH1 GPS) 
 OQ0965
 OQ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7906787280(NAD 83)
 OQ0965
 OQ0965                          SUPERSEDED SURVEY CONTROL
 OQ0965
 OQ0965.No superseded survey control is available for this station.
 OQ0965
 OQ0965_MARKER: Z = SEE DESCRIPTION
 OQ0965_SETTING: 0 = UNSPECIFIED SETTING
 OQ0965_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0965_PROJECTION: PROJECTING 4 CENTIMETERS
 OQ0965_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0965+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 OQ0965_ROD/PIPE-DEPTH: 6.4 meters
 OQ0965_SLEEVE-DEPTH  : 3.0 meters
 OQ0965
 OQ0965  HISTORY     - Date     Condition        Report By
 OQ0965  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0965  HISTORY     - 19900508 GOOD             NGS
 OQ0965  HISTORY     - 20120129 GOOD             INDIV
 OQ0965
 OQ0965                          STATION DESCRIPTION
 OQ0965
 OQ0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0965'14.8 KM (9.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0965'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.85 KM (0.53 MI) NORTH
 OQ0965'OF MILEPOST 56, A PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON
 OQ0965'PIPE, 38.9 M (127.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 OQ0965'LANES OF THE HIGHWAY, 38.2 M (125.3 FT) SOUTH OF THE MOST SOUTHERLY 1
 OQ0965'OF 5 FENCE BRACE POSTS, 30.6 M (100.4 FT) EAST OF THE CENTER OF A
 OQ0965'HIGHWAY ON RAMP, 1.2 M (3.9 FT) WEST OF A WITNESS POST AND FENCE, AND
 OQ0965'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 OQ0965'DATUM POINT IS THROUGH A 3-INCH PVC SCREW CAP.  THERE IS NO STAMPING
 OQ0965'ON THE MONUMENT.
 OQ0965
 OQ0965                          STATION RECOVERY (2012)
 OQ0965
 OQ0965'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0968 ***********************************************************************
 OQ0968  DESIGNATION -  I29 059.5
 OQ0968  PID         -  OQ0968
 OQ0968  STATE/COUNTY-  SD/LINCOLN
 OQ0968  COUNTRY     -  US
 OQ0968  USGS QUAD   -  WORTHING (2017)
 OQ0968
 OQ0968                         *CURRENT SURVEY CONTROL
 OQ0968  ______________________________________________________________________
 OQ0968* NAD 83(1986) POSITION- 43 15 36.88   (N) 096 47 44.36   (W)   HD_HELD1
 OQ0968* NAVD 88 ORTHO HEIGHT -   397.389 (meters)     1303.77  (feet) ADJUSTED
 OQ0968  ______________________________________________________________________
 OQ0968  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 OQ0968  DYNAMIC HEIGHT  -        397.277 (meters)     1303.40  (feet) COMP
 OQ0968  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 OQ0968
 OQ0968  VERT ORDER      -  FIRST     CLASS II
 OQ0968
 OQ0968.The horizontal coordinates were determined by differentially corrected
 OQ0968.hand held GPS observations or other comparable positioning techniques
 OQ0968.and have an estimated accuracy of +/- 3 meters.
 OQ0968
 OQ0968.The orthometric height was determined by differential leveling and
 OQ0968.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0968.in June 1991.
 OQ0968
 OQ0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0968.GEOID18 height accuracy estimate available here.
 OQ0968
 OQ0968.Click photographs - Photos may exist for this station.
 OQ0968
 OQ0968.The dynamic height is computed by dividing the NAVD 88
 OQ0968.geopotential number by the normal gravity value computed on the
 OQ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0968.degrees latitude (g = 980.6199 gals.).
 OQ0968
 OQ0968.The modeled gravity was interpolated from observed gravity values.
 OQ0968
 OQ0968;                    North         East    Units  Estimated Accuracy
 OQ0968;SPC SD S     -   109,087.6     887,137.2     MT  (+/- 3 meters HH1 GPS) 
 OQ0968
 OQ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7891592074(NAD 83)
 OQ0968
 OQ0968                          SUPERSEDED SURVEY CONTROL
 OQ0968
 OQ0968.No superseded survey control is available for this station.
 OQ0968
 OQ0968_MARKER: Z = SEE DESCRIPTION
 OQ0968_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0968_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0968_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0968+STABILITY: POSITION/ELEVATION WELL
 OQ0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0968+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2011
 OQ0968_ROD/PIPE-DEPTH: 6.4 meters
 OQ0968_SLEEVE-DEPTH  : 2.0 meters
 OQ0968
 OQ0968  HISTORY     - Date     Condition        Report By
 OQ0968  HISTORY     - 1988     MONUMENTED       SDDT
 OQ0968  HISTORY     - 19900508 GOOD             NGS
 OQ0968  HISTORY     - 20110216 GOOD             INDIV
 OQ0968
 OQ0968                          STATION DESCRIPTION
 OQ0968
 OQ0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0968'19.7 KM (12.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0968'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.8 KM (0.5 MI) NORTH OF
 OQ0968'MILEPOST 59, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0968'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.2 M (105.6
 OQ0968'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ0968'25.0 M (82.0 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH 4 GUY WIRES,
 OQ0968'23.5 M (77.1 FT) EAST OF THE CENTER OF A HIGHWAY ON RAMP, 1.9 M (6.2
 OQ0968'FT) NORTH OF THE MOST NORTHERLY 1 OF 5 FENCE BRACE POSTS, 1.2 M (3.9
 OQ0968'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.45 M (1.48 FT) WEST OF A
 OQ0968'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ0968'4-INCH PVC SCREW CAP.  THERE IS NO STAMPING ON THE MONUMENT.
 OQ0968
 OQ0968                          STATION RECOVERY (2011)
 OQ0968
 OQ0968'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0992 ***********************************************************************
 OQ0992  DESIGNATION -  I29 059.6
 OQ0992  PID         -  OQ0992
 OQ0992  STATE/COUNTY-  SD/LINCOLN
 OQ0992  COUNTRY     -  US
 OQ0992  USGS QUAD   -  WORTHING (2017)
 OQ0992
 OQ0992                         *CURRENT SURVEY CONTROL
 OQ0992  ______________________________________________________________________
 OQ0992* NAD 83(1986) POSITION- 43 15 44.     (N) 096 47 48.     (W)   SCALED
 OQ0992* NAVD 88 ORTHO HEIGHT -   396.599 (meters)     1301.18  (feet) ADJUSTED
 OQ0992  ______________________________________________________________________
 OQ0992  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 OQ0992  DYNAMIC HEIGHT  -        396.487 (meters)     1300.81  (feet) COMP
 OQ0992  MODELED GRAVITY -    980,325.7   (mgal)                       NAVD 88
 OQ0992
 OQ0992  VERT ORDER      -  FIRST     CLASS II
 OQ0992
 OQ0992.The horizontal coordinates were scaled from a map and have
 OQ0992.an estimated accuracy of +/- 6 seconds.
 OQ0992
 OQ0992.The orthometric height was determined by differential leveling and
 OQ0992.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0992.in June 1991.
 OQ0992
 OQ0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0992.GEOID18 height accuracy estimate available here.
 OQ0992
 OQ0992.Click photographs - Photos may exist for this station.
 OQ0992
 OQ0992.The dynamic height is computed by dividing the NAVD 88
 OQ0992.geopotential number by the normal gravity value computed on the
 OQ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0992.degrees latitude (g = 980.6199 gals.).
 OQ0992
 OQ0992.The modeled gravity was interpolated from observed gravity values.
 OQ0992
 OQ0992;                    North         East    Units  Estimated Accuracy
 OQ0992;SPC SD S     -   109,300.      887,050.      MT  (+/- 180 meters Scaled)
 OQ0992
 OQ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN788922(NAD 83)
 OQ0992
 OQ0992                          SUPERSEDED SURVEY CONTROL
 OQ0992
 OQ0992.No superseded survey control is available for this station.
 OQ0992
 OQ0992_MARKER: Z = SEE DESCRIPTION
 OQ0992_SETTING: 0 = UNSPECIFIED SETTING
 OQ0992_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0992_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0992_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0992+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ0992_ROD/PIPE-DEPTH: 6.4 meters
 OQ0992_SLEEVE-DEPTH  : 3.0 meters
 OQ0992
 OQ0992  HISTORY     - Date     Condition        Report By
 OQ0992  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0992  HISTORY     - 19900514 GOOD             NGS
 OQ0992  HISTORY     - 20110330 GOOD             INDIV
 OQ0992
 OQ0992                          STATION DESCRIPTION
 OQ0992
 OQ0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0992'19.9 KM (12.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0992'JUNCTION WITH STATE HIGHWAY 46 AT THE WEST EDGE OF BERESFORD, 1.0 KM
 OQ0992'(0.6 MI) NORTH OF MILEPOST 59, AN IRON PIPE CAP ATTACHED TO A 1-1/2
 OQ0992'INCH IRON PIPE, 39.0 M (128.0 FT) WEST OF THE CENTERLINE OF THE
 OQ0992'SOUTHBOUND LANES OF THE HIGHWAY, 16.8 M (55.1 FT) NORTH OF UTILITY
 OQ0992'POLE NUMBER 602-3367, 16.2 M (53.1 FT) WEST OF THE MOST WESTERLY 1 OF
 OQ0992'2 LEGS OF A HIGHWAY INFORMATION SIGN, 0.9 M (3.0 FT) BELOW THE LEVEL
 OQ0992'OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 OQ0992'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 3-INCH PVC SCREW CAP.
 OQ0992'THERE IS NO STAMPING ON THE MONUMENT.
 OQ0992
 OQ0992                          STATION RECOVERY (2011)
 OQ0992
 OQ0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0969 ***********************************************************************
 OQ0969  DESIGNATION -  I29 060.6
 OQ0969  PID         -  OQ0969
 OQ0969  STATE/COUNTY-  SD/LINCOLN
 OQ0969  COUNTRY     -  US
 OQ0969  USGS QUAD   -  WORTHING (2017)
 OQ0969
 OQ0969                         *CURRENT SURVEY CONTROL
 OQ0969  ______________________________________________________________________
 OQ0969* NAD 83(1986) POSITION- 43 16 32.     (N) 096 47 48.     (W)   SCALED
 OQ0969* NAVD 88 ORTHO HEIGHT -   396.933 (meters)     1302.27  (feet) ADJUSTED
 OQ0969  ______________________________________________________________________
 OQ0969  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 OQ0969  DYNAMIC HEIGHT  -        396.821 (meters)     1301.90  (feet) COMP
 OQ0969  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 OQ0969
 OQ0969  VERT ORDER      -  FIRST     CLASS II
 OQ0969
 OQ0969.The horizontal coordinates were scaled from a map and have
 OQ0969.an estimated accuracy of +/- 6 seconds.
 OQ0969
 OQ0969.The orthometric height was determined by differential leveling and
 OQ0969.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0969.in June 1991.
 OQ0969
 OQ0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0969.GEOID18 height accuracy estimate available here.
 OQ0969
 OQ0969.Click photographs - Photos may exist for this station.
 OQ0969
 OQ0969.The dynamic height is computed by dividing the NAVD 88
 OQ0969.geopotential number by the normal gravity value computed on the
 OQ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0969.degrees latitude (g = 980.6199 gals.).
 OQ0969
 OQ0969.The modeled gravity was interpolated from observed gravity values.
 OQ0969
 OQ0969;                    North         East    Units  Estimated Accuracy
 OQ0969;SPC SD S     -   110,780.      886,980.      MT  (+/- 180 meters Scaled)
 OQ0969
 OQ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN787937(NAD 83)
 OQ0969
 OQ0969                          SUPERSEDED SURVEY CONTROL
 OQ0969
 OQ0969.No superseded survey control is available for this station.
 OQ0969
 OQ0969_MARKER: Z = SEE DESCRIPTION
 OQ0969_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0969_STAMPING: I29-60.6 1990
 OQ0969_MARK LOGO: NGS
 OQ0969_PROJECTION: FLUSH
 OQ0969_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0969+STABILITY: POSITION/ELEVATION WELL
 OQ0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0969+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ0969_ROD/PIPE-DEPTH: 6.4 meters
 OQ0969_SLEEVE-DEPTH  : 2.0 meters
 OQ0969
 OQ0969  HISTORY     - Date     Condition        Report By
 OQ0969  HISTORY     - 1987     MONUMENTED       SDDT
 OQ0969  HISTORY     - 19900508 GOOD             NGS
 OQ0969  HISTORY     - 20110330 GOOD             INDIV
 OQ0969
 OQ0969                          STATION DESCRIPTION
 OQ0969
 OQ0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0969'21.4 KM (13.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0969'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.9 KM (0.6 MI) NORTH OF
 OQ0969'MILEPOST 60, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0969'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 116.7 M (382.9
 OQ0969'FT) SOUTH OF THE MOST WESTERLY 1 OF 2 LEGS OF A HIGHWAY INFORMATION
 OQ0969'SIGN, 33.8 M (110.9 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ0969'SOUTHBOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT) SOUTH-SOUTHEAST OF
 OQ0969'A UTILITY POLE, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.
 OQ0969'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ0969'THROUGH A 4-INCH PVC CAP.
 OQ0969
 OQ0969                          STATION RECOVERY (2011)
 OQ0969
 OQ0969'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0973 ***********************************************************************
 OQ0973  DESIGNATION -  I29 062.4
 OQ0973  PID         -  OQ0973
 OQ0973  STATE/COUNTY-  SD/LINCOLN
 OQ0973  COUNTRY     -  US
 OQ0973  USGS QUAD   -  WORTHING (2017)
 OQ0973
 OQ0973                         *CURRENT SURVEY CONTROL
 OQ0973  ______________________________________________________________________
 OQ0973* NAD 83(1986) POSITION- 43 18 10.     (N) 096 47 53.     (W)   SCALED
 OQ0973* NAVD 88 ORTHO HEIGHT -   401.961 (meters)     1318.77  (feet) ADJUSTED
 OQ0973  ______________________________________________________________________
 OQ0973  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 OQ0973  DYNAMIC HEIGHT  -        401.848 (meters)     1318.40  (feet) COMP
 OQ0973  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 OQ0973
 OQ0973  VERT ORDER      -  FIRST     CLASS II
 OQ0973
 OQ0973.The horizontal coordinates were scaled from a map and have
 OQ0973.an estimated accuracy of +/- 6 seconds.
 OQ0973
 OQ0973.The orthometric height was determined by differential leveling and
 OQ0973.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0973.in June 1991.
 OQ0973
 OQ0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0973.GEOID18 height accuracy estimate available here.
 OQ0973
 OQ0973.Click photographs - Photos may exist for this station.
 OQ0973
 OQ0973.The dynamic height is computed by dividing the NAVD 88
 OQ0973.geopotential number by the normal gravity value computed on the
 OQ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0973.degrees latitude (g = 980.6199 gals.).
 OQ0973
 OQ0973.The modeled gravity was interpolated from observed gravity values.
 OQ0973
 OQ0973;                    North         East    Units  Estimated Accuracy
 OQ0973;SPC SD S     -   113,800.      886,740.      MT  (+/- 180 meters Scaled)
 OQ0973
 OQ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN785967(NAD 83)
 OQ0973
 OQ0973                          SUPERSEDED SURVEY CONTROL
 OQ0973
 OQ0973.No superseded survey control is available for this station.
 OQ0973
 OQ0973_MARKER: Z = SEE DESCRIPTION
 OQ0973_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0973_STAMPING: I29-62.4 1990
 OQ0973_MARK LOGO: NGS
 OQ0973_PROJECTION: FLUSH
 OQ0973_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0973+STABILITY: POSITION/ELEVATION WELL
 OQ0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0973+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ0973_ROD/PIPE-DEPTH: 6.4 meters
 OQ0973_SLEEVE-DEPTH  : 2.0 meters
 OQ0973
 OQ0973  HISTORY     - Date     Condition        Report By
 OQ0973  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0973  HISTORY     - 19900508 GOOD             NGS
 OQ0973  HISTORY     - 20110330 GOOD             INDIV
 OQ0973
 OQ0973                          STATION DESCRIPTION
 OQ0973
 OQ0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0973'24.4 KM (15.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0973'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.7 KM (0.4 MI) NORTH OF
 OQ0973'MILEPOST 62, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0973'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 101.0 M (331.4
 OQ0973'FT) WEST OF CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 28.0 M
 OQ0973'(91.9 FT) NORTHWEST OF AN OFF RAMP, 9.7 M (31.8 FT) SOUTHWEST OF THE
 OQ0973'MOST SOUTHEASTERLY 1 OF 2 UTILITY POLES, 0.6 M (2.0 FT) ABOVE THE
 OQ0973'LEVEL OF THE RAMP, AND 0.45 M (1.48 FT) SOUTHEAST OF A WITNESS POST
 OQ0973'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ0973'CAP AND THEN TRHOUGH A 4-INCH PVC CAP.
 OQ0973
 OQ0973                          STATION RECOVERY (2011)
 OQ0973
 OQ0973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0974 ***********************************************************************
 OQ0974  DESIGNATION -  I29 063.2
 OQ0974  PID         -  OQ0974
 OQ0974  STATE/COUNTY-  SD/LINCOLN
 OQ0974  COUNTRY     -  US
 OQ0974  USGS QUAD   -  WORTHING (2017)
 OQ0974
 OQ0974                         *CURRENT SURVEY CONTROL
 OQ0974  ______________________________________________________________________
 OQ0974* NAD 83(1986) POSITION- 43 18 49.     (N) 096 47 44.     (W)   SCALED
 OQ0974* NAVD 88 ORTHO HEIGHT -   404.811 (meters)     1328.12  (feet) ADJUSTED
 OQ0974  ______________________________________________________________________
 OQ0974  GEOID HEIGHT    -        -26.334 (meters)                     GEOID18
 OQ0974  DYNAMIC HEIGHT  -        404.698 (meters)     1327.75  (feet) COMP
 OQ0974  MODELED GRAVITY -    980,329.0   (mgal)                       NAVD 88
 OQ0974
 OQ0974  VERT ORDER      -  FIRST     CLASS II
 OQ0974
 OQ0974.The horizontal coordinates were scaled from a map and have
 OQ0974.an estimated accuracy of +/- 6 seconds.
 OQ0974
 OQ0974.The orthometric height was determined by differential leveling and
 OQ0974.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0974.in June 1991.
 OQ0974
 OQ0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0974.GEOID18 height accuracy estimate available here.
 OQ0974
 OQ0974.Click photographs - Photos may exist for this station.
 OQ0974
 OQ0974.The dynamic height is computed by dividing the NAVD 88
 OQ0974.geopotential number by the normal gravity value computed on the
 OQ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0974.degrees latitude (g = 980.6199 gals.).
 OQ0974
 OQ0974.The modeled gravity was interpolated from observed gravity values.
 OQ0974
 OQ0974;                    North         East    Units  Estimated Accuracy
 OQ0974;SPC SD S     -   115,010.      886,890.      MT  (+/- 180 meters Scaled)
 OQ0974
 OQ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN787980(NAD 83)
 OQ0974
 OQ0974                          SUPERSEDED SURVEY CONTROL
 OQ0974
 OQ0974.No superseded survey control is available for this station.
 OQ0974
 OQ0974_MARKER: Z = SEE DESCRIPTION
 OQ0974_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0974_STAMPING: I29-63.2 1990
 OQ0974_MARK LOGO: NGS
 OQ0974_PROJECTION: FLUSH
 OQ0974_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0974+STABILITY: POSITION/ELEVATION WELL
 OQ0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0974+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 OQ0974_ROD/PIPE-DEPTH: 6.4 meters
 OQ0974_SLEEVE-DEPTH  : 2.0 meters
 OQ0974
 OQ0974  HISTORY     - Date     Condition        Report By
 OQ0974  HISTORY     - 1990     MONUMENTED       SDDT
 OQ0974  HISTORY     - 19900508 GOOD             NGS
 OQ0974  HISTORY     - 20110215 GOOD             INDIV
 OQ0974
 OQ0974                          STATION DESCRIPTION
 OQ0974
 OQ0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0974'25.6 KM (15.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0974'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.35 KM (0.22 MI) NORTH
 OQ0974'OF MILEPOST 63, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0974'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 77.4 M (253.9
 OQ0974'FT) NORTH OF THE MOST EASTERLY 1 OF 2 LEGS OF A HIGHWAY INFORMATION
 OQ0974'SIGN, 32.4 M (106.3 FT) EAST OF CENTERLINE OF THE NORTHBOUND LANES OF
 OQ0974'THE HIGHWAY, 25.0 M (82.0 FT) NORTH OF THE MOST NORTHERLY 1 OF 2
 OQ0974'FENCE BRACE POSTS, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ0974'0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ0974'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ0974'PVC CAP.
 OQ0974
 OQ0974                          STATION RECOVERY (2011)
 OQ0974
 OQ0974'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0975 ***********************************************************************
 OQ0975  DESIGNATION -  I29 064.2
 OQ0975  PID         -  OQ0975
 OQ0975  STATE/COUNTY-  SD/LINCOLN
 OQ0975  COUNTRY     -  US
 OQ0975  USGS QUAD   -  WORTHING (2017)
 OQ0975
 OQ0975                         *CURRENT SURVEY CONTROL
 OQ0975  ______________________________________________________________________
 OQ0975* NAD 83(1986) POSITION- 43 19 41.     (N) 096 47 44.     (W)   SCALED
 OQ0975* NAVD 88 ORTHO HEIGHT -   411.497 (meters)     1350.05  (feet) ADJUSTED
 OQ0975  ______________________________________________________________________
 OQ0975  GEOID HEIGHT    -        -26.340 (meters)                     GEOID18
 OQ0975  DYNAMIC HEIGHT  -        411.382 (meters)     1349.68  (feet) COMP
 OQ0975  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 OQ0975
 OQ0975  VERT ORDER      -  FIRST     CLASS II
 OQ0975
 OQ0975.The horizontal coordinates were scaled from a map and have
 OQ0975.an estimated accuracy of +/- 6 seconds.
 OQ0975
 OQ0975.The orthometric height was determined by differential leveling and
 OQ0975.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0975.in June 1991.
 OQ0975
 OQ0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0975.GEOID18 height accuracy estimate available here.
 OQ0975
 OQ0975.Click photographs - Photos may exist for this station.
 OQ0975
 OQ0975.The dynamic height is computed by dividing the NAVD 88
 OQ0975.geopotential number by the normal gravity value computed on the
 OQ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0975.degrees latitude (g = 980.6199 gals.).
 OQ0975
 OQ0975.The modeled gravity was interpolated from observed gravity values.
 OQ0975
 OQ0975;                    North         East    Units  Estimated Accuracy
 OQ0975;SPC SD S     -   116,610.      886,830.      MT  (+/- 180 meters Scaled)
 OQ0975
 OQ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN787996(NAD 83)
 OQ0975
 OQ0975                          SUPERSEDED SURVEY CONTROL
 OQ0975
 OQ0975.No superseded survey control is available for this station.
 OQ0975
 OQ0975_MARKER: Z = SEE DESCRIPTION
 OQ0975_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0975_STAMPING: I29-64.2 1990
 OQ0975_MARK LOGO: NGS
 OQ0975_PROJECTION: FLUSH
 OQ0975_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0975+STABILITY: POSITION/ELEVATION WELL
 OQ0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0975+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 OQ0975_ROD/PIPE-DEPTH: 6.4 meters
 OQ0975_SLEEVE-DEPTH  : 2.0 meters
 OQ0975
 OQ0975  HISTORY     - Date     Condition        Report By
 OQ0975  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0975  HISTORY     - 19900508 GOOD             NGS
 OQ0975  HISTORY     - 20110215 GOOD             INDIV
 OQ0975
 OQ0975                          STATION DESCRIPTION
 OQ0975
 OQ0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0975'24.2 KM (15.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0975'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.3 KM (0.2 MI) NORTH OF
 OQ0975'MILEPOST 64, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0975'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 36.9 M (121.1
 OQ0975'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 OQ0975'THE HIGHWAY, 27.2 M (89.2 FT) EAST OF THE CENTER OF AN OFF RAMP, 12.8
 OQ0975'M (42.0 FT) NORTHEAST OF TELEPHONE PEDESTAL NUMBER W6T, AND 0.45 M
 OQ0975'(1.48 FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ0975'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ0975'PVC CAP.
 OQ0975
 OQ0975                          STATION RECOVERY (2011)
 OQ0975
 OQ0975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0993 ***********************************************************************
 OQ0993  DESIGNATION -  I29 065.0
 OQ0993  PID         -  OQ0993
 OQ0993  STATE/COUNTY-  SD/LINCOLN
 OQ0993  COUNTRY     -  US
 OQ0993  USGS QUAD   -  WORTHING (2017)
 OQ0993
 OQ0993                         *CURRENT SURVEY CONTROL
 OQ0993  ______________________________________________________________________
 OQ0993* NAD 83(1986) POSITION- 43 20 23.     (N) 096 47 48.     (W)   SCALED
 OQ0993* NAVD 88 ORTHO HEIGHT -   411.904 (meters)     1351.39  (feet) ADJUSTED
 OQ0993  ______________________________________________________________________
 OQ0993  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 OQ0993  DYNAMIC HEIGHT  -        411.790 (meters)     1351.01  (feet) COMP
 OQ0993  MODELED GRAVITY -    980,329.8   (mgal)                       NAVD 88
 OQ0993
 OQ0993  VERT ORDER      -  FIRST     CLASS II
 OQ0993
 OQ0993.The horizontal coordinates were scaled from a map and have
 OQ0993.an estimated accuracy of +/- 6 seconds.
 OQ0993
 OQ0993.The orthometric height was determined by differential leveling and
 OQ0993.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0993.in June 1991.
 OQ0993
 OQ0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0993.GEOID18 height accuracy estimate available here.
 OQ0993
 OQ0993.Click photographs - Photos may exist for this station.
 OQ0993
 OQ0993.The dynamic height is computed by dividing the NAVD 88
 OQ0993.geopotential number by the normal gravity value computed on the
 OQ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0993.degrees latitude (g = 980.6199 gals.).
 OQ0993
 OQ0993.The modeled gravity was interpolated from observed gravity values.
 OQ0993
 OQ0993;                    North         East    Units  Estimated Accuracy
 OQ0993;SPC SD S     -   117,910.      886,680.      MT  (+/- 180 meters Scaled)
 OQ0993
 OQ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP786008(NAD 83)
 OQ0993
 OQ0993                          SUPERSEDED SURVEY CONTROL
 OQ0993
 OQ0993.No superseded survey control is available for this station.
 OQ0993
 OQ0993_MARKER: Z = SEE DESCRIPTION
 OQ0993_SETTING: 0 = UNSPECIFIED SETTING
 OQ0993_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0993_PROJECTION: FLUSH
 OQ0993_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0993+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ0993_ROD/PIPE-DEPTH: 6.4 meters
 OQ0993_SLEEVE-DEPTH  : 3.0 meters
 OQ0993
 OQ0993  HISTORY     - Date     Condition        Report By
 OQ0993  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0993  HISTORY     - 19900514 GOOD             NGS
 OQ0993  HISTORY     - 20110330 GOOD             INDIV
 OQ0993
 OQ0993                          STATION DESCRIPTION
 OQ0993
 OQ0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0993'22.9 KM (14.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0993'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, AN IRON PIPE CAP
 OQ0993'ATTACHED TO A 1-1/2 INCH IRON PIPE, 30.5 M (100.1 FT) WEST OF THE
 OQ0993'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 29.1 M (95.5 FT)
 OQ0993'NORTHWEST OF MILEPOST 65, 23.2 M (76.1 FT) NORTH OF A UTILITY POLE,
 OQ0993'2.2 M (7.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 OQ0993'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ0993'THROUGH A 3-INCH PVC SCREW CAP.  THERE IS NO STAMPING ON THE
 OQ0993'MONUMENT.
 OQ0993
 OQ0993                          STATION RECOVERY (2011)
 OQ0993
 OQ0993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0977 ***********************************************************************
 OQ0977  CBN         -  This is a Cooperative Base Network Control Station.
 OQ0977  DESIGNATION -  I29 066.5
 OQ0977  PID         -  OQ0977
 OQ0977  STATE/COUNTY-  SD/LINCOLN
 OQ0977  COUNTRY     -  US
 OQ0977  USGS QUAD   -  WORTHING (2017)
 OQ0977
 OQ0977                         *CURRENT SURVEY CONTROL
 OQ0977  ______________________________________________________________________
 OQ0977* NAD 83(2011) POSITION- 43 21 40.41869(N) 096 47 44.89144(W)   ADJUSTED
 OQ0977* NAD 83(2011) ELLIP HT-   386.634 (meters)        (06/27/12)   ADJUSTED
 OQ0977* NAD 83(2011) EPOCH   -  2010.00
 OQ0977* NAVD 88 ORTHO HEIGHT -   413.001 (meters)     1354.99  (feet) ADJUSTED
 OQ0977  ______________________________________________________________________
 OQ0977  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 OQ0977  NAD 83(2011) X  -   -549,621.699 (meters)                     COMP
 OQ0977  NAD 83(2011) Y  - -4,612,139.438 (meters)                     COMP
 OQ0977  NAD 83(2011) Z  -  4,357,030.714 (meters)                     COMP
 OQ0977  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 OQ0977  DYNAMIC HEIGHT  -        412.887 (meters)     1354.61  (feet) COMP
 OQ0977  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 OQ0977
 OQ0977  VERT ORDER      -  FIRST     CLASS II
 OQ0977
 OQ0977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ0977  Standards:
 OQ0977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ0977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ0977  -------------------------------------------------------------------
 OQ0977  NETWORK    0.62   1.71           0.28   0.22   0.87     -0.04271367
 OQ0977  -------------------------------------------------------------------
 OQ0977  Click here for local accuracies and other accuracy information.
 OQ0977
 OQ0977.The horizontal coordinates were established by GPS observations
 OQ0977.and adjusted by the National Geodetic Survey in June 2012.
 OQ0977
 OQ0977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ0977.been affixed to the stable North American tectonic plate. See 
 OQ0977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ0977
 OQ0977.The horizontal coordinates are valid at the epoch date displayed above
 OQ0977.which is a decimal equivalence of Year/Month/Day.
 OQ0977
 OQ0977.The orthometric height was determined by differential leveling and
 OQ0977.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0977.in June 1991.
 OQ0977
 OQ0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0977.GEOID18 height accuracy estimate available here.
 OQ0977
 OQ0977.Click photographs - Photos may exist for this station.
 OQ0977
 OQ0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0977
 OQ0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0977
 OQ0977.The ellipsoidal height was determined by GPS observations
 OQ0977.and is referenced to NAD 83.
 OQ0977
 OQ0977.The dynamic height is computed by dividing the NAVD 88
 OQ0977.geopotential number by the normal gravity value computed on the
 OQ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0977.degrees latitude (g = 980.6199 gals.).
 OQ0977
 OQ0977.The modeled gravity was interpolated from observed gravity values.
 OQ0977
 OQ0977. The following values were computed from the NAD 83(2011) position.
 OQ0977
 OQ0977;                    North         East     Units Scale Factor Converg.
 OQ0977;SPC SD S     -   120,295.089   886,647.590   MT  0.99991689   +2 26 25.3
 OQ0977;SPC SD S     -   394,668.14  2,908,942.97   sFT  0.99991689   +2 26 25.3
 OQ0977;UTM  14      - 4,803,289.193   678,607.002   MT  0.99999242   +1 30 49.6
 OQ0977
 OQ0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0977!SPC SD S     -   0.99993937  x   0.99991689  =   0.99985627
 OQ0977!UTM  14      -   0.99993937  x   0.99999242  =   0.99993179
 OQ0977
 OQ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7860703289(NAD 83)
 OQ0977
 OQ0977                          SUPERSEDED SURVEY CONTROL
 OQ0977
 OQ0977  NAD 83(2007)-  43 21 40.41867(N)    096 47 44.89230(W) AD(2002.00) 0
 OQ0977  ELLIP H (02/10/07)  386.662  (m)                       GP(2002.00)    
 OQ0977  ELLIP H (04/15/04)  386.682  (m)                       GP(       ) 2 1
 OQ0977  NAD 83(1996)-  43 21 40.41824(N)    096 47 44.89169(W) AD(       ) B
 OQ0977  ELLIP H (04/18/97)  386.697  (m)                       GP(       ) 4 1
 OQ0977  NAVD 88             413.00   (m)         1355.0    (f) LEVELING    3  
 OQ0977
 OQ0977.Superseded values are not recommended for survey control.
 OQ0977
 OQ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0977.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0977
 OQ0977_MARKER: R = RIVET
 OQ0977_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0977_STAMPING: I29-66.5
 OQ0977_MARK LOGO: SDDT
 OQ0977_PROJECTION: FLUSH
 OQ0977_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0977+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2014
 OQ0977_ROD/PIPE-DEPTH: 6.4 meters
 OQ0977_SLEEVE-DEPTH  : 1.9 meters
 OQ0977
 OQ0977  HISTORY     - Date     Condition        Report By
 OQ0977  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0977  HISTORY     - 19900509 GOOD             NGS
 OQ0977  HISTORY     - 19960610 GOOD             NGS
 OQ0977  HISTORY     - 19961205 GOOD             SDDT
 OQ0977  HISTORY     - 20110215 GOOD             INDIV
 OQ0977  HISTORY     - 20140113 GOOD             SDDENR
 OQ0977
 OQ0977                          STATION DESCRIPTION
 OQ0977
 OQ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0977'20.5 KM (12.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0977'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.7 KM (0.4 MI) NORTH OF
 OQ0977'MILEPOST 66, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0977'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 31.8 M (104.3
 OQ0977'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 OQ0977'THE HIGHWAY, 23.9 M (78.4 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 2
 OQ0977'FENCE BRACE POSTS, AND 0.55 M (1.80 FT) WEST OF A WITNESS POST AND
 OQ0977'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ0977'AND THEN TRHOUGH A 4-INCH PVC CAP.
 OQ0977
 OQ0977                          STATION RECOVERY (1996)
 OQ0977
 OQ0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFS)
 OQ0977'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH OF SIOUX FALLS,
 OQ0977'5.0 MI (8.0 KM) EAST OF LENNOX, AND 0.4 MI (0.6 KM) NORTH OF MILEPOST
 OQ0977'66, ON THE EAST SIDE OF INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE
 OQ0977'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 OQ0977'HIGHWAY 90 AND 12TH STREET (EXIT 79) IN SOUTH FALLS, GO SOUTH ON
 OQ0977'INTERSTATE HIGHWAY 90 FOR 12.7 MI (20.4 KM) TO THE STATION ON THE
 OQ0977'LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 OQ0977'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 OQ0977'PIPE.  LOCATED 31.8 M (104.3 FT) EAST OF AND LEVEL WITH THE NORTHBOUND
 OQ0977'HIGHWAY CENTERLINE, 23.9 M (78.4 FT) SOUTH OF THE MOST SOUTHERLY OF 2
 OQ0977'BRACED FENCE POSTS, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE,
 OQ0977'AND 0.13 M (0.43 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 OQ0977'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 OQ0977
 OQ0977                          STATION RECOVERY (1996)
 OQ0977
 OQ0977'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (RAG)
 OQ0977'THE STATION IS LOCATED ABOUT 5 MILES (8.0 KM) EAST OF LENNOX, 3 MILES
 OQ0977'(4.8 KM) NORTHWESTERLY OF WORTHING, AND 2 MILES (3.2 KM) NORTH OF I-29
 OQ0977'EXIT 64.  TO REACH THE STATION FROM THE POST OFFICE ON MAIN STREET IN
 OQ0977'LENNOX, GO SOUTH ON MAIN STREET FOR 0.65 MI (1.05 KM) TO ITS JUNCTION
 OQ0977'WITH SD HWY 44 (11TH AVE) .  TURN LEFT ON SD HWY 44 FOR 5.8 MI (9.3
 OQ0977'KM) TO ITS JUNCTION WITH I-29.  TURN LEFT, NORTH ON I-29 AND GO 2.14
 OQ0977'MI (3.44 KM) TO THE STATION ON THE RIGHT AT THE RIGHT OF WAY
 OQ0977'FENCELINE.  MILEPOST I-29-66.5, 2.14 MI (3.44 KM) NORTH OF SD HIGHWAY
 OQ0977'44 AND I-29 (EXIT 64) , 0.14 MILES (0.23 KM) NORTH OF BRIDGE NUMBER
 OQ0977'4265100, 98 FT (29.9 M) EAST FROM THE CENTERLINE OF THE NORTH BOUND
 OQ0977'LANE, 75 FEET (22.9 M) SOUTH OF THE SOUTH END OF A 2 POST FENCE PANEL,
 OQ0977'2 FT (0.6 M) WEST OF THE ROW FENCE LINE AND WITNESS POST, AND 2 FEET
 OQ0977'(0.6 M) EAST OF A METAL FENCE POST.  THE STATION IS A PUNCH MARK IN A
 OQ0977'STAINLESS STEEL RIVOT, ATTACHED TO A GLAVANIZED PIPE CAP, ATTACHED TO
 OQ0977'A 1-1/2 IN GALVANIZED PIPE, INSIDE A 4 IN PVC PIPE WITH CAP, UNDER AN
 OQ0977'ACCESS COVER.
 OQ0977
 OQ0977                          STATION RECOVERY (2011)
 OQ0977
 OQ0977'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0977'RECOVERED IN GOOD CONDITION.
 OQ0977
 OQ0977                          STATION RECOVERY (2014)
 OQ0977
 OQ0977'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2014 (DL)
 OQ0977'ON THE EAST (NORTHBOUND) SIDE OF I-29 ABOUT 2.1 MI N OF EXIT 64 - SD
 OQ0977'HWY 44/LENNOX/WORTHING, AT THE 2ND TENTH MARKER AFTER THE FIRST BRIDGE
 OQ0977'OVER I-29 NORTH OF EXIT 64.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0994 ***********************************************************************
 OQ0994  DESIGNATION -  I29 067.0
 OQ0994  PID         -  OQ0994
 OQ0994  STATE/COUNTY-  SD/LINCOLN
 OQ0994  COUNTRY     -  US
 OQ0994  USGS QUAD   -  WORTHING (2017)
 OQ0994
 OQ0994                         *CURRENT SURVEY CONTROL
 OQ0994  ______________________________________________________________________
 OQ0994* NAD 83(1986) POSITION- 43 22 07.     (N) 096 47 48.     (W)   SCALED
 OQ0994* NAVD 88 ORTHO HEIGHT -   411.897 (meters)     1351.37  (feet) ADJUSTED
 OQ0994  ______________________________________________________________________
 OQ0994  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 OQ0994  DYNAMIC HEIGHT  -        411.783 (meters)     1350.99  (feet) COMP
 OQ0994  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 OQ0994
 OQ0994  VERT ORDER      -  FIRST     CLASS II
 OQ0994
 OQ0994.The horizontal coordinates were scaled from a map and have
 OQ0994.an estimated accuracy of +/- 6 seconds.
 OQ0994
 OQ0994.The orthometric height was determined by differential leveling and
 OQ0994.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0994.in June 1991.
 OQ0994
 OQ0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0994.GEOID18 height accuracy estimate available here.
 OQ0994
 OQ0994.Click photographs - Photos may exist for this station.
 OQ0994
 OQ0994.The dynamic height is computed by dividing the NAVD 88
 OQ0994.geopotential number by the normal gravity value computed on the
 OQ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0994.degrees latitude (g = 980.6199 gals.).
 OQ0994
 OQ0994.The modeled gravity was interpolated from observed gravity values.
 OQ0994
 OQ0994;                    North         East    Units  Estimated Accuracy
 OQ0994;SPC SD S     -   121,110.      886,540.      MT  (+/- 180 meters Scaled)
 OQ0994
 OQ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP785041(NAD 83)
 OQ0994
 OQ0994                          SUPERSEDED SURVEY CONTROL
 OQ0994
 OQ0994.No superseded survey control is available for this station.
 OQ0994
 OQ0994_MARKER: Z = SEE DESCRIPTION
 OQ0994_SETTING: 0 = UNSPECIFIED SETTING
 OQ0994_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0994_PROJECTION: FLUSH
 OQ0994_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0994+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ0994_ROD/PIPE-DEPTH: 6.4 meters
 OQ0994_SLEEVE-DEPTH  : 3.0 meters
 OQ0994
 OQ0994  HISTORY     - Date     Condition        Report By
 OQ0994  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0994  HISTORY     - 19900514 GOOD             NGS
 OQ0994  HISTORY     - 20110330 GOOD             INDIV
 OQ0994
 OQ0994                          STATION DESCRIPTION
 OQ0994
 OQ0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0994'19.7 KM (12.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0994'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, AN IRON PIPE CAP
 OQ0994'ATTACHED TO A 1-1/2 INCH IRON PIPE, 33.3 M (109.3 FT) WEST OF THE
 OQ0994'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 25.5 M (83.7 FT)
 OQ0994'NORTH OF A UTILITY POLE, 21.8 M (71.5 FT) WEST OF MILEPOST 67, 0.6 M
 OQ0994'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A
 OQ0994'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ0994'3-INCH PVC SCREW CAP.  THERE IS NO STAMPING ON THE MONUMENT.
 OQ0994
 OQ0994                          STATION RECOVERY (2011)
 OQ0994
 OQ0994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0979 ***********************************************************************
 OQ0979  DESIGNATION -  I29 068.4
 OQ0979  PID         -  OQ0979
 OQ0979  STATE/COUNTY-  SD/LINCOLN
 OQ0979  COUNTRY     -  US
 OQ0979  USGS QUAD   -  TEA (2017)
 OQ0979
 OQ0979                         *CURRENT SURVEY CONTROL
 OQ0979  ______________________________________________________________________
 OQ0979* NAD 83(1986) POSITION- 43 23 25.     (N) 096 47 44.     (W)   SCALED
 OQ0979* NAVD 88 ORTHO HEIGHT -   429.331 (meters)     1408.56  (feet) ADJUSTED
 OQ0979  ______________________________________________________________________
 OQ0979  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 OQ0979  DYNAMIC HEIGHT  -        429.213 (meters)     1408.18  (feet) COMP
 OQ0979  MODELED GRAVITY -    980,331.1   (mgal)                       NAVD 88
 OQ0979
 OQ0979  VERT ORDER      -  FIRST     CLASS II
 OQ0979
 OQ0979.The horizontal coordinates were scaled from a map and have
 OQ0979.an estimated accuracy of +/- 6 seconds.
 OQ0979
 OQ0979.The orthometric height was determined by differential leveling and
 OQ0979.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0979.in June 1991.
 OQ0979
 OQ0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0979.GEOID18 height accuracy estimate available here.
 OQ0979
 OQ0979.Click photographs - Photos may exist for this station.
 OQ0979
 OQ0979.The dynamic height is computed by dividing the NAVD 88
 OQ0979.geopotential number by the normal gravity value computed on the
 OQ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0979.degrees latitude (g = 980.6199 gals.).
 OQ0979
 OQ0979.The modeled gravity was interpolated from observed gravity values.
 OQ0979
 OQ0979;                    North         East    Units  Estimated Accuracy
 OQ0979;SPC SD S     -   123,520.      886,530.      MT  (+/- 180 meters Scaled)
 OQ0979
 OQ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP785065(NAD 83)
 OQ0979
 OQ0979                          SUPERSEDED SURVEY CONTROL
 OQ0979
 OQ0979.No superseded survey control is available for this station.
 OQ0979
 OQ0979_MARKER: Z = SEE DESCRIPTION
 OQ0979_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0979_STAMPING: I29-68.4 1990
 OQ0979_MARK LOGO: NGS
 OQ0979_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0979_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0979+STABILITY: POSITION/ELEVATION WELL
 OQ0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0979+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2011
 OQ0979_ROD/PIPE-DEPTH: 6.4 meters
 OQ0979_SLEEVE-DEPTH  : 2.0 meters
 OQ0979
 OQ0979  HISTORY     - Date     Condition        Report By
 OQ0979  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0979  HISTORY     - 19900509 GOOD             NGS
 OQ0979  HISTORY     - 20090417 POOR             INDIV
 OQ0979  HISTORY     - 20110216 GOOD             INDIV
 OQ0979
 OQ0979                          STATION DESCRIPTION
 OQ0979
 OQ0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0979'17.3 KM (10.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0979'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.8 KM (0.5 MI) NORTH OF
 OQ0979'MILEPOST 68, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0979'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 47.6 M (156.2
 OQ0979'FT) SOUTH OF A T-FENCE CORNER, 44.6 M (146.3 FT) EAST OF THE
 OQ0979'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT)
 OQ0979'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS
 OQ0979'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ0979'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ0979
 OQ0979                          STATION RECOVERY (2009)
 OQ0979
 OQ0979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (WDL)
 OQ0979'RECOVERED MONUMENT DESCRIPTION IS INADEQUATE.  CHECKED ELEVATION WITH
 OQ0979'NEARBY BM'S AND FOUND THAT THE VERTICAL IS INCORRECT.  NOTICED THAT
 OQ0979'THE LOGO CAP WAS STAMPED 'I29 068.4 RESET 1995' CURRENT DATA SHEET
 OQ0979'SHOWS NO RESET INFO.
 OQ0979
 OQ0979                          STATION RECOVERY (2011)
 OQ0979
 OQ0979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0979'NO, DESCRIPTION COMPLETELY WRONG. BM WAS RESET IN EXIT 68 NB ON RAMP
 OQ0979'GORE AREA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0982 ***********************************************************************
 OQ0982  DESIGNATION -  I29 071.5
 OQ0982  PID         -  OQ0982
 OQ0982  STATE/COUNTY-  SD/LINCOLN
 OQ0982  COUNTRY     -  US
 OQ0982  USGS QUAD   -  TEA (2017)
 OQ0982
 OQ0982                         *CURRENT SURVEY CONTROL
 OQ0982  ______________________________________________________________________
 OQ0982* NAD 83(1986) POSITION- 43 26 02.     (N) 096 47 42.     (W)   SCALED
 OQ0982* NAVD 88 ORTHO HEIGHT -   442.943 (meters)     1453.22  (feet) ADJUSTED
 OQ0982  ______________________________________________________________________
 OQ0982  GEOID HEIGHT    -        -26.369 (meters)                     GEOID18
 OQ0982  DYNAMIC HEIGHT  -        442.822 (meters)     1452.83  (feet) COMP
 OQ0982  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 OQ0982
 OQ0982  VERT ORDER      -  FIRST     CLASS II
 OQ0982
 OQ0982.The horizontal coordinates were scaled from a map and have
 OQ0982.an estimated accuracy of +/- 6 seconds.
 OQ0982
 OQ0982.The orthometric height was determined by differential leveling and
 OQ0982.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0982.in June 1991.
 OQ0982
 OQ0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0982.GEOID18 height accuracy estimate available here.
 OQ0982
 OQ0982.Click photographs - Photos may exist for this station.
 OQ0982
 OQ0982.The dynamic height is computed by dividing the NAVD 88
 OQ0982.geopotential number by the normal gravity value computed on the
 OQ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0982.degrees latitude (g = 980.6199 gals.).
 OQ0982
 OQ0982.The modeled gravity was interpolated from observed gravity values.
 OQ0982
 OQ0982;                    North         East    Units  Estimated Accuracy
 OQ0982;SPC SD S     -   128,360.      886,370.      MT  (+/- 180 meters Scaled)
 OQ0982
 OQ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP784113(NAD 83)
 OQ0982
 OQ0982                          SUPERSEDED SURVEY CONTROL
 OQ0982
 OQ0982.No superseded survey control is available for this station.
 OQ0982
 OQ0982_MARKER: Z = SEE DESCRIPTION
 OQ0982_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0982_STAMPING: I29-71.5 1990
 OQ0982_MARK LOGO: NGS
 OQ0982_PROJECTION: PROJECTING 4 CENTIMETERS
 OQ0982_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0982+STABILITY: POSITION/ELEVATION WELL
 OQ0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0982+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2011
 OQ0982_ROD/PIPE-DEPTH: 6.4 meters
 OQ0982_SLEEVE-DEPTH  : 2.0 meters
 OQ0982
 OQ0982  HISTORY     - Date     Condition        Report By
 OQ0982  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0982  HISTORY     - 19900509 GOOD             NGS
 OQ0982  HISTORY     - 20110302 GOOD             INDIV
 OQ0982
 OQ0982                          STATION DESCRIPTION
 OQ0982
 OQ0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0982'12.4 KM (7.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0982'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.8 KM (0.5 MI) NORTH OF
 OQ0982'MILEPOST 71, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ0982'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 55.5 M (182.1
 OQ0982'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ0982'50.4 M (165.4 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 4 LIGHT POLES,
 OQ0982'29.5 M (96.8 FT) EAST OF THE CENTER OF AN ON RAMP, 1.8 M (5.9 FT)
 OQ0982'BELOW THE LEVEL OF THE RAMP, AND 0.7 M (2.3 FT) WEST OF A WITNESS
 OQ0982'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ0982'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ0982
 OQ0982                          STATION RECOVERY (2011)
 OQ0982
 OQ0982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0995 ***********************************************************************
 OQ0995  DESIGNATION -  I29 073.4
 OQ0995  PID         -  OQ0995
 OQ0995  STATE/COUNTY-  SD/LINCOLN
 OQ0995  COUNTRY     -  US
 OQ0995  USGS QUAD   -  TEA (2017)
 OQ0995
 OQ0995                         *CURRENT SURVEY CONTROL
 OQ0995  ______________________________________________________________________
 OQ0995* NAD 83(1986) POSITION- 43 27 43.     (N) 096 47 47.     (W)   SCALED
 OQ0995* NAVD 88 ORTHO HEIGHT -   461.870 (meters)     1515.32  (feet) ADJUSTED
 OQ0995  ______________________________________________________________________
 OQ0995  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 OQ0995  DYNAMIC HEIGHT  -        461.744 (meters)     1514.91  (feet) COMP
 OQ0995  MODELED GRAVITY -    980,333.7   (mgal)                       NAVD 88
 OQ0995
 OQ0995  VERT ORDER      -  FIRST     CLASS II
 OQ0995
 OQ0995.The horizontal coordinates were scaled from a map and have
 OQ0995.an estimated accuracy of +/- 6 seconds.
 OQ0995
 OQ0995.The orthometric height was determined by differential leveling and
 OQ0995.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0995.in June 1991.
 OQ0995
 OQ0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0995.GEOID18 height accuracy estimate available here.
 OQ0995
 OQ0995.Click photographs - Photos may exist for this station.
 OQ0995
 OQ0995.The dynamic height is computed by dividing the NAVD 88
 OQ0995.geopotential number by the normal gravity value computed on the
 OQ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0995.degrees latitude (g = 980.6199 gals.).
 OQ0995
 OQ0995.The modeled gravity was interpolated from observed gravity values.
 OQ0995
 OQ0995;                    North         East    Units  Estimated Accuracy
 OQ0995;SPC SD S     -   131,470.      886,120.      MT  (+/- 180 meters Scaled)
 OQ0995
 OQ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP782144(NAD 83)
 OQ0995
 OQ0995                          SUPERSEDED SURVEY CONTROL
 OQ0995
 OQ0995.No superseded survey control is available for this station.
 OQ0995
 OQ0995_MARKER: Z = SEE DESCRIPTION
 OQ0995_SETTING: 0 = UNSPECIFIED SETTING
 OQ0995_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0995_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0995_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0995+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 OQ0995_ROD/PIPE-DEPTH: 6.4 meters
 OQ0995_SLEEVE-DEPTH  : 3.0 meters
 OQ0995
 OQ0995  HISTORY     - Date     Condition        Report By
 OQ0995  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0995  HISTORY     - 19900514 GOOD             NGS
 OQ0995  HISTORY     - 20080505 GOOD             INDIV
 OQ0995  HISTORY     - 20110218 GOOD             INDIV
 OQ0995
 OQ0995                          STATION DESCRIPTION
 OQ0995
 OQ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0995'9.4 KM (5.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0995'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.6 KM (0.4 MI)
 OQ0995'NORTH OF MILEPOST 73, AN IRON PIPE CAP ATTACHED TO A 1-1/2 INCH IRON
 OQ0995'PIPE, 90.0 M (295.3 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD
 OQ0995'LEADING WEST OF TEA, 78.4 M (257.2 FT) EAST OF THE CENTERLINE OF THE
 OQ0995'NORTHBOUND LANES OF THE HIGHWAY, 29.7 M (97.4 FT) EAST-NORTHEAST OF A
 OQ0995'ON RAMP, 8.8 M (28.9 FT) NORTHWEST OF A LARGE STEEL POST SUPPORTING A
 OQ0995'TEXACO SIGN, 7.1 M (23.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 OQ0995'OF A 4 BY 6 FOOT ELECTRIC TRANSFORMER BOX, 2.0 M (6.6 FT) BELOW THE
 OQ0995'LEVEL OF THE RAMP, 0.4 M (1.3 FT) WEST-SOUTHWEST OF A FENCE, AND 0.4
 OQ0995'M (1.3 FT) EAST-NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 OQ0995'DATUM POINT IS THROUGH A 3-INCH PVC SCREW CAP.  THERE IS NO STAMPING
 OQ0995'ON THE MONUMENT.
 OQ0995
 OQ0995                          STATION RECOVERY (2008)
 OQ0995
 OQ0995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 OQ0995'RECOVERED IN GOOD CONDITION.
 OQ0995
 OQ0995                          STATION RECOVERY (2011)
 OQ0995
 OQ0995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0985 ***********************************************************************
 OQ0985  DESIGNATION -  I29 075.5
 OQ0985  PID         -  OQ0985
 OQ0985  STATE/COUNTY-  SD/LINCOLN
 OQ0985  COUNTRY     -  US
 OQ0985  USGS QUAD   -  TEA (2017)
 OQ0985
 OQ0985                         *CURRENT SURVEY CONTROL
 OQ0985  ______________________________________________________________________
 OQ0985* NAD 83(1986) POSITION- 43 29 14.     (N) 096 47 39.     (W)   SCALED
 OQ0985* NAVD 88 ORTHO HEIGHT -   453.931 (meters)     1489.27  (feet) ADJUSTED
 OQ0985  ______________________________________________________________________
 OQ0985  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OQ0985  DYNAMIC HEIGHT  -        453.808 (meters)     1488.87  (feet) COMP
 OQ0985  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 OQ0985
 OQ0985  VERT ORDER      -  FIRST     CLASS II
 OQ0985
 OQ0985.The horizontal coordinates were scaled from a map and have
 OQ0985.an estimated accuracy of +/- 6 seconds.
 OQ0985
 OQ0985.The orthometric height was determined by differential leveling and
 OQ0985.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0985.in June 1991.
 OQ0985
 OQ0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0985.GEOID18 height accuracy estimate available here.
 OQ0985
 OQ0985.Click photographs - Photos may exist for this station.
 OQ0985
 OQ0985.The dynamic height is computed by dividing the NAVD 88
 OQ0985.geopotential number by the normal gravity value computed on the
 OQ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0985.degrees latitude (g = 980.6199 gals.).
 OQ0985
 OQ0985.The modeled gravity was interpolated from observed gravity values.
 OQ0985
 OQ0985;                    North         East    Units  Estimated Accuracy
 OQ0985;SPC SD S     -   134,290.      886,180.      MT  (+/- 180 meters Scaled)
 OQ0985
 OQ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP783172(NAD 83)
 OQ0985
 OQ0985                          SUPERSEDED SURVEY CONTROL
 OQ0985
 OQ0985.No superseded survey control is available for this station.
 OQ0985
 OQ0985_MARKER: Z = SEE DESCRIPTION
 OQ0985_SETTING: 0 = UNSPECIFIED SETTING
 OQ0985_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0985_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0985_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0985+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 OQ0985_ROD/PIPE-DEPTH: 6.4 meters
 OQ0985_SLEEVE-DEPTH  : 5.8 meters
 OQ0985
 OQ0985  HISTORY     - Date     Condition        Report By
 OQ0985  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0985  HISTORY     - 19900514 GOOD             NGS
 OQ0985  HISTORY     - 20110329 GOOD             INDIV
 OQ0985
 OQ0985                          STATION DESCRIPTION
 OQ0985
 OQ0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0985'6.5 KM (4.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0985'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.3 KM (0.2 MI)
 OQ0985'NORTH-NORTHEAST OF MILEPOST 75, AN IRON PIPE CAP ATTACHED TO A 1-1/2
 OQ0985'INCH IRON PIPE, 16.3 M (53.5 FT) EAST OF THE CENTERLINE OF THE
 OQ0985'SOUTHBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT) NORTH OF THE MOST
 OQ0985'WESTERLY 1 OF 2 LEGS OF AN OVERHEAD HIGHWAY INFORMATION SIGN, 0.6 M
 OQ0985'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF
 OQ0985'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 3-INCH
 OQ0985'PVC SCREW CAP.  THERE IS NO STAMPING ON THE MONUMENT.
 OQ0985
 OQ0985                          STATION RECOVERY (2011)
 OQ0985
 OQ0985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0996 ***********************************************************************
 OQ0996  DESIGNATION -  I29 076.7
 OQ0996  PID         -  OQ0996
 OQ0996  STATE/COUNTY-  SD/MINNEHAHA
 OQ0996  COUNTRY     -  US
 OQ0996  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0996
 OQ0996                         *CURRENT SURVEY CONTROL
 OQ0996  ______________________________________________________________________
 OQ0996* NAD 83(1986) POSITION- 43 30 28.     (N) 096 47 01.     (W)   SCALED
 OQ0996* NAVD 88 ORTHO HEIGHT -   438.828 (meters)     1439.72  (feet) ADJUSTED
 OQ0996  ______________________________________________________________________
 OQ0996  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 OQ0996  DYNAMIC HEIGHT  -        438.709 (meters)     1439.33  (feet) COMP
 OQ0996  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 OQ0996
 OQ0996  VERT ORDER      -  FIRST     CLASS II
 OQ0996
 OQ0996.The horizontal coordinates were scaled from a map and have
 OQ0996.an estimated accuracy of +/- 6 seconds.
 OQ0996
 OQ0996.The orthometric height was determined by differential leveling and
 OQ0996.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0996.in June 1991.
 OQ0996
 OQ0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0996.GEOID18 height accuracy estimate available here.
 OQ0996
 OQ0996.Click photographs - Photos may exist for this station.
 OQ0996
 OQ0996.The dynamic height is computed by dividing the NAVD 88
 OQ0996.geopotential number by the normal gravity value computed on the
 OQ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0996.degrees latitude (g = 980.6199 gals.).
 OQ0996
 OQ0996.The modeled gravity was interpolated from observed gravity values.
 OQ0996
 OQ0996;                    North         East    Units  Estimated Accuracy
 OQ0996;SPC SD S     -   136,600.      886,940.      MT  (+/- 180 meters Scaled)
 OQ0996
 OQ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP791195(NAD 83)
 OQ0996
 OQ0996                          SUPERSEDED SURVEY CONTROL
 OQ0996
 OQ0996.No superseded survey control is available for this station.
 OQ0996
 OQ0996_MARKER: Z = SEE DESCRIPTION
 OQ0996_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OQ0996_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0996_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0996_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0996+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1990
 OQ0996_ROD/PIPE-DEPTH: 6.4 meters
 OQ0996_SLEEVE-DEPTH  : 3.0 meters
 OQ0996
 OQ0996  HISTORY     - Date     Condition        Report By
 OQ0996  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0996  HISTORY     - 19900514 GOOD             NGS
 OQ0996  HISTORY     - 20110328 POOR             INDIV
 OQ0996
 OQ0996                          STATION DESCRIPTION
 OQ0996
 OQ0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0996'4.0 KM (2.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0996'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.75 KM (0.47 MI)
 OQ0996'NORTH-NORTHEAST OF MILEPOST 76, AN IRON PIPE CAP ATTACHED TO A 1-1/2
 OQ0996'INCH IRON PIPE, 41.0 M (134.5 FT) NORTH OF THE CENTERLINE OF THE
 OQ0996'SOUTHBOUND LANES OF THE HIGHWAY, 5.1 M (16.7 FT) NORTH-NORTHEAST OF
 OQ0996'THE CENTER OF A 24-INCH MAN HOLE COVER, AND 0.5 M (1.6 FT) WEST OF A
 OQ0996'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ0996'3-INCH PVC SCREW CAP.  THERE IS NO STAMPING ON THE MONUMENT.
 OQ0996
 OQ0996                          STATION RECOVERY (2011)
 OQ0996
 OQ0996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0996'PVC SCREW CAP IS MISSING. BM IS BEHIND ROW FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0989 ***********************************************************************
 OQ0989  DESIGNATION -  I29 077.3
 OQ0989  PID         -  OQ0989
 OQ0989  STATE/COUNTY-  SD/MINNEHAHA
 OQ0989  COUNTRY     -  US
 OQ0989  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0989
 OQ0989                         *CURRENT SURVEY CONTROL
 OQ0989  ______________________________________________________________________
 OQ0989* NAD 83(1986) POSITION- 43 31 01.     (N) 096 46 48.     (W)   SCALED
 OQ0989* NAVD 88 ORTHO HEIGHT -   430.425 (meters)     1412.15  (feet) ADJUSTED
 OQ0989  ______________________________________________________________________
 OQ0989  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 OQ0989  DYNAMIC HEIGHT  -        430.309 (meters)     1411.77  (feet) COMP
 OQ0989  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 OQ0989
 OQ0989  VERT ORDER      -  FIRST     CLASS II
 OQ0989
 OQ0989.The horizontal coordinates were scaled from a map and have
 OQ0989.an estimated accuracy of +/- 6 seconds.
 OQ0989
 OQ0989.The orthometric height was determined by differential leveling and
 OQ0989.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0989.in June 1991.
 OQ0989
 OQ0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0989.GEOID18 height accuracy estimate available here.
 OQ0989
 OQ0989.Click photographs - Photos may exist for this station.
 OQ0989
 OQ0989.The dynamic height is computed by dividing the NAVD 88
 OQ0989.geopotential number by the normal gravity value computed on the
 OQ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0989.degrees latitude (g = 980.6199 gals.).
 OQ0989
 OQ0989.The modeled gravity was interpolated from observed gravity values.
 OQ0989
 OQ0989;                    North         East    Units  Estimated Accuracy
 OQ0989;SPC SD S     -   137,630.      887,190.      MT  (+/- 180 meters Scaled)
 OQ0989
 OQ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP794206(NAD 83)
 OQ0989
 OQ0989                          SUPERSEDED SURVEY CONTROL
 OQ0989
 OQ0989.No superseded survey control is available for this station.
 OQ0989
 OQ0989_MARKER: Z = SEE DESCRIPTION
 OQ0989_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0989_STAMPING: I29-77.3 1990
 OQ0989_MARK LOGO: NGS
 OQ0989_PROJECTION: FLUSH
 OQ0989_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0989+STABILITY: POSITION/ELEVATION WELL
 OQ0989_ROD/PIPE-DEPTH: 6.4 meters
 OQ0989_SLEEVE-DEPTH  : 2.0 meters
 OQ0989
 OQ0989  HISTORY     - Date     Condition        Report By
 OQ0989  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0989  HISTORY     - 19900510 GOOD             NGS
 OQ0989  HISTORY     - 20110315 POOR             INDIV
 OQ0989
 OQ0989                          STATION DESCRIPTION
 OQ0989
 OQ0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0989'3.0 KM (1.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0989'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.65 KM (0.40 MI)
 OQ0989'NORTH OF MILEPOST 77, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ0989'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 34.4 M
 OQ0989'(112.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ0989'HIGHWAY, 26.8 M (87.9 FT) EAST OF THE CENTER OF THE NORTHBOUND ON
 OQ0989'RAMP (EXIT 77), 19.6 M (64.3 FT) SOUTH OF A T-FENCE CORNER, 1.5 M
 OQ0989'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.1 M (3.6 FT) WEST OF A
 OQ0989'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS TRHOUGH A
 OQ0989'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ0989
 OQ0989                          STATION RECOVERY (2011)
 OQ0989
 OQ0989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0989'HINGED LID IS BROKEN OFF. BM STEEL ROD IS OK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0997 ***********************************************************************
 OQ0997  DESIGNATION -  I29 078.5
 OQ0997  PID         -  OQ0997
 OQ0997  STATE/COUNTY-  SD/MINNEHAHA
 OQ0997  COUNTRY     -  US
 OQ0997  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0997
 OQ0997                         *CURRENT SURVEY CONTROL
 OQ0997  ______________________________________________________________________
 OQ0997* NAD 83(1986) POSITION- 43 31 54.     (N) 096 46 50.     (W)   SCALED
 OQ0997* NAVD 88 ORTHO HEIGHT -   431.989 (meters)     1417.28  (feet) ADJUSTED
 OQ0997  ______________________________________________________________________
 OQ0997  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OQ0997  DYNAMIC HEIGHT  -        431.873 (meters)     1416.90  (feet) COMP
 OQ0997  MODELED GRAVITY -    980,338.5   (mgal)                       NAVD 88
 OQ0997
 OQ0997  VERT ORDER      -  FIRST     CLASS II
 OQ0997
 OQ0997.The horizontal coordinates were scaled from a map and have
 OQ0997.an estimated accuracy of +/- 6 seconds.
 OQ0997
 OQ0997.The orthometric height was determined by differential leveling and
 OQ0997.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0997.in June 1991.
 OQ0997
 OQ0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0997.GEOID18 height accuracy estimate available here.
 OQ0997
 OQ0997.Click photographs - Photos may exist for this station.
 OQ0997
 OQ0997.The dynamic height is computed by dividing the NAVD 88
 OQ0997.geopotential number by the normal gravity value computed on the
 OQ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0997.degrees latitude (g = 980.6199 gals.).
 OQ0997
 OQ0997.The modeled gravity was interpolated from observed gravity values.
 OQ0997
 OQ0997;                    North         East    Units  Estimated Accuracy
 OQ0997;SPC SD S     -   139,270.      887,070.      MT  (+/- 180 meters Scaled)
 OQ0997
 OQ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP793222(NAD 83)
 OQ0997
 OQ0997                          SUPERSEDED SURVEY CONTROL
 OQ0997
 OQ0997.No superseded survey control is available for this station.
 OQ0997
 OQ0997_MARKER: Z = SEE DESCRIPTION
 OQ0997_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OQ0997_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0997_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0997_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0997+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1990
 OQ0997_ROD/PIPE-DEPTH: 6.4 meters
 OQ0997_SLEEVE-DEPTH  : 3.0 meters
 OQ0997
 OQ0997  HISTORY     - Date     Condition        Report By
 OQ0997  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0997  HISTORY     - 19900514 GOOD             NGS
 OQ0997  HISTORY     - 20110328 POOR             INDIV
 OQ0997
 OQ0997                          STATION DESCRIPTION
 OQ0997
 OQ0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0997'1.3 KM (0.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0997'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.7 KM (0.4 MI)
 OQ0997'NORTH OF MILEPOST 78, AN IRON PIPE CAP ATTACHED TO A 1-1/2 INCH IRON
 OQ0997'PIPE, 94.9 M (311.4 FT) NORTH OF THE NORTHWEST CORNER OF THE
 OQ0997'SOUTHBOUND BRIDGE SPANNING SKUNK CREEK, 32.6 M (107.0 FT) WEST OF THE
 OQ0997'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 26.6 M (87.3 FT)
 OQ0997'SOUTH OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OQ0997'HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 OQ0997'EAST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 3-INCH
 OQ0997'PVC SCREW CAP.  THERE IS NO STAMPING ON THE MONUMENT.
 OQ0997
 OQ0997                          STATION RECOVERY (2011)
 OQ0997
 OQ0997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0997'HINGED LID IS MISSING. BM STEEL ROD APPEARS OK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0998 ***********************************************************************
 OQ0998  DESIGNATION -  I29 079.3
 OQ0998  PID         -  OQ0998
 OQ0998  STATE/COUNTY-  SD/MINNEHAHA
 OQ0998  COUNTRY     -  US
 OQ0998  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0998
 OQ0998                         *CURRENT SURVEY CONTROL
 OQ0998  ______________________________________________________________________
 OQ0998* NAD 83(1986) POSITION- 43 32 39.     (N) 096 46 53.     (W)   SCALED
 OQ0998* NAVD 88 ORTHO HEIGHT -   436.461 (meters)     1431.96  (feet) ADJUSTED
 OQ0998  ______________________________________________________________________
 OQ0998  GEOID HEIGHT    -        -26.334 (meters)                     GEOID18
 OQ0998  DYNAMIC HEIGHT  -        436.344 (meters)     1431.57  (feet) COMP
 OQ0998  MODELED GRAVITY -    980,339.6   (mgal)                       NAVD 88
 OQ0998
 OQ0998  VERT ORDER      -  FIRST     CLASS II
 OQ0998
 OQ0998.The horizontal coordinates were scaled from a map and have
 OQ0998.an estimated accuracy of +/- 6 seconds.
 OQ0998
 OQ0998.The orthometric height was determined by differential leveling and
 OQ0998.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0998.in June 1991.
 OQ0998
 OQ0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0998.GEOID18 height accuracy estimate available here.
 OQ0998
 OQ0998.Click photographs - Photos may exist for this station.
 OQ0998
 OQ0998.The dynamic height is computed by dividing the NAVD 88
 OQ0998.geopotential number by the normal gravity value computed on the
 OQ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0998.degrees latitude (g = 980.6199 gals.).
 OQ0998
 OQ0998.The modeled gravity was interpolated from observed gravity values.
 OQ0998
 OQ0998;                    North         East    Units  Estimated Accuracy
 OQ0998;SPC SD S     -   140,650.      886,950.      MT  (+/- 180 meters Scaled)
 OQ0998
 OQ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP792236(NAD 83)
 OQ0998
 OQ0998                          SUPERSEDED SURVEY CONTROL
 OQ0998
 OQ0998.No superseded survey control is available for this station.
 OQ0998
 OQ0998_MARKER: Z = SEE DESCRIPTION
 OQ0998_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 OQ0998_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OQ0998_PROJECTION: FLUSH
 OQ0998_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0998+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2011
 OQ0998_ROD/PIPE-DEPTH: 6.4 meters
 OQ0998_SLEEVE-DEPTH  : 3.0 meters
 OQ0998
 OQ0998  HISTORY     - Date     Condition        Report By
 OQ0998  HISTORY     - 1981     MONUMENTED       SDDT
 OQ0998  HISTORY     - 19900514 GOOD             NGS
 OQ0998  HISTORY     - 20110311 GOOD             INDIV
 OQ0998
 OQ0998                          STATION DESCRIPTION
 OQ0998
 OQ0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0998'IN SIOUX FALLS, AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND 12TH
 OQ0998'STREET (EXIT 79), 0.5 KM (0.3 MI) NORTH OF MILEPOST 79, AN IRON PIPE
 OQ0998'CAP ATTACHED TO A 1-1/2 INCH IRON PIPE, 79.0 M (259.2 FT) WEST OF THE
 OQ0998'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 31.6 M (103.7 FT)
 OQ0998'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 28.5 M
 OQ0998'(93.5 FT) WEST OF THE CENTER OF AN OFF RAMP (EXIT 79), 8.4 M (27.6
 OQ0998'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 0.8 M (2.6
 OQ0998'FT) EAST OF A FENCE, 0.7 M (2.3 FT) NORTH OF BENCH MARK A 451, AND
 OQ0998'0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OQ0998'POINT IS THROUGH A 3-INCH PVC SCREW CAP.  THERE IS NO STAMPING ON THE
 OQ0998'MONUMENT.
 OQ0998
 OQ0998                          STATION RECOVERY (2011)
 OQ0998
 OQ0998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0999 ***********************************************************************
 OQ0999  DESIGNATION -  I29 080.4
 OQ0999  PID         -  OQ0999
 OQ0999  STATE/COUNTY-  SD/MINNEHAHA
 OQ0999  COUNTRY     -  US
 OQ0999  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0999
 OQ0999                         *CURRENT SURVEY CONTROL
 OQ0999  ______________________________________________________________________
 OQ0999* NAD 83(1986) POSITION- 43 33 36.     (N) 096 46 46.     (W)   SCALED
 OQ0999* NAVD 88 ORTHO HEIGHT -   438.319 (meters)     1438.05  (feet) ADJUSTED
 OQ0999  ______________________________________________________________________
 OQ0999  GEOID HEIGHT    -        -26.322 (meters)                     GEOID18
 OQ0999  DYNAMIC HEIGHT  -        438.203 (meters)     1437.67  (feet) COMP
 OQ0999  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 OQ0999
 OQ0999  VERT ORDER      -  FIRST     CLASS II
 OQ0999
 OQ0999.The horizontal coordinates were scaled from a map and have
 OQ0999.an estimated accuracy of +/- 6 seconds.
 OQ0999
 OQ0999.The orthometric height was determined by differential leveling and
 OQ0999.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0999.in June 1991.
 OQ0999
 OQ0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0999.GEOID18 height accuracy estimate available here.
 OQ0999
 OQ0999.Click photographs - Photos may exist for this station.
 OQ0999
 OQ0999.The dynamic height is computed by dividing the NAVD 88
 OQ0999.geopotential number by the normal gravity value computed on the
 OQ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0999.degrees latitude (g = 980.6199 gals.).
 OQ0999
 OQ0999.The modeled gravity was interpolated from observed gravity values.
 OQ0999
 OQ0999;                    North         East    Units  Estimated Accuracy
 OQ0999;SPC SD S     -   142,410.      887,030.      MT  (+/- 180 meters Scaled)
 OQ0999
 OQ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP793254(NAD 83)
 OQ0999
 OQ0999                          SUPERSEDED SURVEY CONTROL
 OQ0999
 OQ0999.No superseded survey control is available for this station.
 OQ0999
 OQ0999_MARKER: Z = SEE DESCRIPTION
 OQ0999_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ0999_STAMPING: I29-80.4 1990
 OQ0999_MARK LOGO: NGS
 OQ0999_PROJECTION: FLUSH
 OQ0999_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0999+STABILITY: POSITION/ELEVATION WELL
 OQ0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0999+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990
 OQ0999_ROD/PIPE-DEPTH: 6.4 meters
 OQ0999_SLEEVE-DEPTH  : 2.0 meters
 OQ0999
 OQ0999  HISTORY     - Date     Condition        Report By
 OQ0999  HISTORY     - 1989     MONUMENTED       SDDT
 OQ0999  HISTORY     - 19900510 GOOD             NGS
 OQ0999
 OQ0999                          STATION DESCRIPTION
 OQ0999
 OQ0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0999'1.8 KM (1.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0999'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.65 KM (0.40 MI)
 OQ0999'NORTH OF MILEPOST 80, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ0999'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 31.5 M
 OQ0999'(103.3 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ0999'HIGHWAY, 26.4 M (86.6 FT) SOUTH-SOUTHWEST OF THE MOST WESTERLY 1 OF 3
 OQ0999'LEGS OF A HIGHWAY INFORMATION SIGN, 1.1 M (3.6 FT) EAST OF A WITNESS
 OQ0999'POST AND FENCE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OQ0999'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ0999'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1000 ***********************************************************************
 OQ1000  DESIGNATION -  I29 081.4
 OQ1000  PID         -  OQ1000
 OQ1000  STATE/COUNTY-  SD/MINNEHAHA
 OQ1000  COUNTRY     -  US
 OQ1000  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1000
 OQ1000                         *CURRENT SURVEY CONTROL
 OQ1000  ______________________________________________________________________
 OQ1000* NAD 83(1986) POSITION- 43 34 19.     (N) 096 46 23.     (W)   SCALED
 OQ1000* NAVD 88 ORTHO HEIGHT -   435.702 (meters)     1429.47  (feet) ADJUSTED
 OQ1000  ______________________________________________________________________
 OQ1000  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 OQ1000  DYNAMIC HEIGHT  -        435.587 (meters)     1429.09  (feet) COMP
 OQ1000  MODELED GRAVITY -    980,343.1   (mgal)                       NAVD 88
 OQ1000
 OQ1000  VERT ORDER      -  FIRST     CLASS II
 OQ1000
 OQ1000.The horizontal coordinates were scaled from a map and have
 OQ1000.an estimated accuracy of +/- 6 seconds.
 OQ1000
 OQ1000.The orthometric height was determined by differential leveling and
 OQ1000.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1000.in June 1991.
 OQ1000
 OQ1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1000.GEOID18 height accuracy estimate available here.
 OQ1000
 OQ1000.Click photographs - Photos may exist for this station.
 OQ1000
 OQ1000.The dynamic height is computed by dividing the NAVD 88
 OQ1000.geopotential number by the normal gravity value computed on the
 OQ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1000.degrees latitude (g = 980.6199 gals.).
 OQ1000
 OQ1000.The modeled gravity was interpolated from observed gravity values.
 OQ1000
 OQ1000;                    North         East    Units  Estimated Accuracy
 OQ1000;SPC SD S     -   143,760.      887,490.      MT  (+/- 180 meters Scaled)
 OQ1000
 OQ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP798267(NAD 83)
 OQ1000
 OQ1000                          SUPERSEDED SURVEY CONTROL
 OQ1000
 OQ1000.No superseded survey control is available for this station.
 OQ1000
 OQ1000_MARKER: Z = SEE DESCRIPTION
 OQ1000_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1000_STAMPING: I29-81.4 1990
 OQ1000_MARK LOGO: NGS
 OQ1000_PROJECTION: FLUSH
 OQ1000_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1000+STABILITY: POSITION/ELEVATION WELL
 OQ1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1000+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1990
 OQ1000_ROD/PIPE-DEPTH: 6.4 meters
 OQ1000_SLEEVE-DEPTH  : 2.0 meters
 OQ1000
 OQ1000  HISTORY     - Date     Condition        Report By
 OQ1000  HISTORY     - 1989     MONUMENTED       SDDT
 OQ1000  HISTORY     - 19900510 GOOD             NGS
 OQ1000
 OQ1000                          STATION DESCRIPTION
 OQ1000
 OQ1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1000'IN SIOUX FALLS, AT 2305 NORTH LOUISE, 0.6 KM (0.4 MI) NORTHEAST OF
 OQ1000'MILEPOST 81, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ1000'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 66.7 M (218.8
 OQ1000'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH DAKOTA STATE
 OQ1000'HIGHWAY OFFICE AND GARAGE BUILDING AT 2305 NORTH LOUISE, 24.2 M (79.4
 OQ1000'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE MOST NORTHERLY 1 OF 2
 OQ1000'METAL GARAGE BUILDINGS, 1.4 M (4.6 FT) SOUTHWEST OF A T-FENCE CORNER,
 OQ1000'AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 OQ1000'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1000'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1007 ***********************************************************************
 OQ1007  CBN         -  This is a Cooperative Base Network Control Station.
 OQ1007  DESIGNATION -  I29 083.5
 OQ1007  PID         -  OQ1007
 OQ1007  STATE/COUNTY-  SD/MINNEHAHA
 OQ1007  COUNTRY     -  US
 OQ1007  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1007
 OQ1007                         *CURRENT SURVEY CONTROL
 OQ1007  ______________________________________________________________________
 OQ1007* NAD 83(2011) POSITION- 43 36 07.65269(N) 096 46 08.20788(W)   ADJUSTED
 OQ1007* NAD 83(2011) ELLIP HT-   433.039 (meters)        (06/27/12)   ADJUSTED
 OQ1007* NAD 83(2011) EPOCH   -  2010.00
 OQ1007* NAVD 88 ORTHO HEIGHT -   459.322 (meters)     1506.96  (feet) ADJUSTED
 OQ1007  ______________________________________________________________________
 OQ1007  GEOID HEIGHT    -        -26.287 (meters)                     GEOID18
 OQ1007  NAD 83(2011) X  -   -545,292.848 (meters)                     COMP
 OQ1007  NAD 83(2011) Y  - -4,594,140.076 (meters)                     COMP
 OQ1007  NAD 83(2011) Z  -  4,376,483.923 (meters)                     COMP
 OQ1007  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 OQ1007  DYNAMIC HEIGHT  -        459.203 (meters)     1506.57  (feet) COMP
 OQ1007  MODELED GRAVITY -    980,346.8   (mgal)                       NAVD 88
 OQ1007
 OQ1007  VERT ORDER      -  FIRST     CLASS II
 OQ1007
 OQ1007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1007  Standards:
 OQ1007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1007  -------------------------------------------------------------------
 OQ1007  NETWORK    0.51   1.04           0.23   0.18   0.53     -0.01922598
 OQ1007  -------------------------------------------------------------------
 OQ1007  Click here for local accuracies and other accuracy information.
 OQ1007
 OQ1007.The horizontal coordinates were established by GPS observations
 OQ1007.and adjusted by the National Geodetic Survey in June 2012.
 OQ1007
 OQ1007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1007.been affixed to the stable North American tectonic plate. See 
 OQ1007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1007
 OQ1007.The horizontal coordinates are valid at the epoch date displayed above
 OQ1007.which is a decimal equivalence of Year/Month/Day.
 OQ1007
 OQ1007.The orthometric height was determined by differential leveling and
 OQ1007.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1007.in June 1991.
 OQ1007
 OQ1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1007.GEOID18 height accuracy estimate available here.
 OQ1007
 OQ1007.Click photographs - Photos may exist for this station.
 OQ1007
 OQ1007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1007
 OQ1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1007
 OQ1007.The ellipsoidal height was determined by GPS observations
 OQ1007.and is referenced to NAD 83.
 OQ1007
 OQ1007.The dynamic height is computed by dividing the NAVD 88
 OQ1007.geopotential number by the normal gravity value computed on the
 OQ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1007.degrees latitude (g = 980.6199 gals.).
 OQ1007
 OQ1007.The modeled gravity was interpolated from observed gravity values.
 OQ1007
 OQ1007. The following values were computed from the NAD 83(2011) position.
 OQ1007
 OQ1007;                    North         East     Units Scale Factor Converg.
 OQ1007;SPC SD S     -   147,125.410   887,674.297   MT  0.99990691   +2 27 32.0
 OQ1007;SPC SD S     -   482,693.95  2,912,311.42   sFT  0.99990691   +2 27 32.0
 OQ1007;UTM  14      - 4,830,101.771   680,066.007   MT  0.99999884   +1 32 20.6
 OQ1007
 OQ1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1007!SPC SD S     -   0.99993210  x   0.99990691  =   0.99983902
 OQ1007!UTM  14      -   0.99993210  x   0.99999884  =   0.99993094
 OQ1007
 OQ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8006630101(NAD 83)
 OQ1007
 OQ1007                          SUPERSEDED SURVEY CONTROL
 OQ1007
 OQ1007  NAD 83(2007)-  43 36 07.65267(N)    096 46 08.20869(W) AD(2002.00) 0
 OQ1007  ELLIP H (02/10/07)  433.064  (m)                       GP(2002.00)    
 OQ1007  NAD 83(1996)-  43 36 07.65243(N)    096 46 08.20843(W) AD(       ) A
 OQ1007  ELLIP H (06/23/03)  433.078  (m)                       GP(       ) 3 1
 OQ1007  NAVD 88             459.32   (m)         1507.0    (f) LEVELING    3  
 OQ1007
 OQ1007.Superseded values are not recommended for survey control.
 OQ1007
 OQ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1007.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1007
 OQ1007_MARKER: R = RIVET
 OQ1007_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1007_STAMPING: I29-83.5 1990
 OQ1007_MARK LOGO: SDDT
 OQ1007_PROJECTION: FLUSH
 OQ1007_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1007+STABILITY: POSITION/ELEVATION WELL
 OQ1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1007+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 OQ1007_ROD/PIPE-DEPTH: 6.40 meters
 OQ1007_SLEEVE-DEPTH  : 2.00 meters
 OQ1007
 OQ1007  HISTORY     - Date     Condition        Report By
 OQ1007  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1007  HISTORY     - 19900515 GOOD             NGS
 OQ1007  HISTORY     - 19900521 GOOD             NGS
 OQ1007  HISTORY     - 19910619 GOOD             NGS
 OQ1007  HISTORY     - 20020606 GOOD             SDDT
 OQ1007  HISTORY     - 20030205 GOOD             SDDT
 OQ1007  HISTORY     - 20040516 GOOD             COMPA
 OQ1007  HISTORY     - 20051117 GOOD             MNDT
 OQ1007  HISTORY     - 20110328 POOR             INDIV
 OQ1007
 OQ1007                          STATION DESCRIPTION
 OQ1007
 OQ1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1007'6.7 KM (4.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1007'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.8 KM (0.5 MI)
 OQ1007'NORTH OF MILEPOST 83, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1007'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 170.0 M
 OQ1007'(557.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1007'HIGHWAY, 32.6 M (107.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OQ1007'38, 29.2 M (95.8 FT) EAST OF AND LEVEL WITH THE CENTER OF THE
 OQ1007'NORTHBOUND ON RAMP (EXIT 83), 10.3 M (33.8 FT) NORTH OF A FENCE
 OQ1007'CORNER, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1007'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1007'THROUGH A 4-INCH PVC CAP.
 OQ1007
 OQ1007                          STATION RECOVERY (1990)
 OQ1007
 OQ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ1007'RECOVERED IN GOOD CONDITION.
 OQ1007
 OQ1007                          STATION RECOVERY (1991)
 OQ1007
 OQ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1007'6.7 KM (4.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1007'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.8 KM (0.5 MI)
 OQ1007'NORTH OF MILEPOST 83, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1007'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 170.0 M
 OQ1007'(557.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1007'HIGHWAY, 32.6 M (107.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OQ1007'38, 29.2 M (95.8 FT) EAST OF AND LEVEL WITH THE CENTER OF THE
 OQ1007'NORTHBOUND ON RAMP (EXIT 83), 10.3 M (33.8 FT) NORTH OF A FENCE
 OQ1007'CORNER, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1007'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1007'THROUGH A 4-INCH PVC CAP.
 OQ1007
 OQ1007                          STATION RECOVERY (2002)
 OQ1007
 OQ1007'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OQ1007'DESCRIBED BY SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION 2002
 OQ1007'6.7 KM (4.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1007'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.8 KM (0.5 MI)
 OQ1007'NORTH OF MILEPOST 83, A STAINLESS STEEL RIVOT ATTACHED TO THE TOP OF
 OQ1007'AN
 OQ1007'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 170.0 M
 OQ1007'(557.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1007'HIGHWAY, 25.6 M (84.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OQ1007'38, 29.2 M (95.8 FT) EAST OF AND LEVEL WITH THE CENTER OF THE
 OQ1007'NORTHBOUND ON RAMP (EXIT 83), 19.5 M (64.0 FT) SOUTHWEST OF A FENCE
 OQ1007'CORNER, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 OQ1007'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1007'THROUGH A 4-INCH PVC CAP.
 OQ1007
 OQ1007                          STATION RECOVERY (2003)
 OQ1007
 OQ1007'RECOVERY NOTE BY SD DEPT OF TRANSP 2003 (RAH)
 OQ1007'RECOVERED AS DESCRIBED.
 OQ1007
 OQ1007                          STATION RECOVERY (2004)
 OQ1007
 OQ1007'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 OQ1007'RECOVERED IN GOOD CONDITION.
 OQ1007
 OQ1007                          STATION RECOVERY (2005)
 OQ1007
 OQ1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ1007'4.2 MILES NORTH ALONG INTERSTATE HIGHWAY 29 FROM ITS JUNCTION WITH
 OQ1007'12TH STREET (EXIT 79) IN SIOUX FALLS, 0.5 MILE NORTH OF MILEPOST 83, A
 OQ1007'STAINLESS STEEL RIVOT ATTACHED TO THE TOP OF AN IRON PIPE CAP THAT IS
 OQ1007'ATTACHED TO A 1-1/2 INCH IRON PIPE, 557.7 FEET EAST OF NORTHBOUND
 OQ1007'LANES OF THE HIGHWAY, 25. 84.0 FEET NORTH OF STATE HIGHWAY 38, 95.8
 OQ1007'FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 29 ON RAMP (EXIT 83), 64.0
 OQ1007'FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET WEST OF A WITNESS POST.
 OQ1007
 OQ1007                          STATION RECOVERY (2011)
 OQ1007
 OQ1007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1007'HINGED LID IS MISSING. THIS IS A HARN STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1024 ***********************************************************************
 OQ1024  DESIGNATION -  I29 085.2
 OQ1024  PID         -  OQ1024
 OQ1024  STATE/COUNTY-  SD/MINNEHAHA
 OQ1024  COUNTRY     -  US
 OQ1024  USGS QUAD   -  CROOKS (2017)
 OQ1024
 OQ1024                         *CURRENT SURVEY CONTROL
 OQ1024  ______________________________________________________________________
 OQ1024* NAD 83(1986) POSITION- 43 37 43.     (N) 096 46 10.     (W)   SCALED
 OQ1024* NAVD 88 ORTHO HEIGHT -   455.070 (meters)     1493.01  (feet) ADJUSTED
 OQ1024  ______________________________________________________________________
 OQ1024  GEOID HEIGHT    -        -26.260 (meters)                     GEOID18
 OQ1024  DYNAMIC HEIGHT  -        454.953 (meters)     1492.63  (feet) COMP
 OQ1024  MODELED GRAVITY -    980,349.7   (mgal)                       NAVD 88
 OQ1024
 OQ1024  VERT ORDER      -  FIRST     CLASS II
 OQ1024
 OQ1024.The horizontal coordinates were scaled from a map and have
 OQ1024.an estimated accuracy of +/- 6 seconds.
 OQ1024
 OQ1024.The orthometric height was determined by differential leveling and
 OQ1024.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1024.in September 1993.
 OQ1024
 OQ1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1024.GEOID18 height accuracy estimate available here.
 OQ1024
 OQ1024.Click photographs - Photos may exist for this station.
 OQ1024
 OQ1024.The dynamic height is computed by dividing the NAVD 88
 OQ1024.geopotential number by the normal gravity value computed on the
 OQ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1024.degrees latitude (g = 980.6199 gals.).
 OQ1024
 OQ1024.The modeled gravity was interpolated from observed gravity values.
 OQ1024
 OQ1024;                    North         East    Units  Estimated Accuracy
 OQ1024;SPC SD S     -   150,060.      887,510.      MT  (+/- 180 meters Scaled)
 OQ1024
 OQ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799330(NAD 83)
 OQ1024
 OQ1024                          SUPERSEDED SURVEY CONTROL
 OQ1024
 OQ1024.No superseded survey control is available for this station.
 OQ1024
 OQ1024_MARKER: Z = SEE DESCRIPTION
 OQ1024_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1024_STAMPING: I29-85.2 1990
 OQ1024_MARK LOGO: NGS
 OQ1024_PROJECTION: FLUSH
 OQ1024_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1024+STABILITY: POSITION/ELEVATION WELL
 OQ1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1024+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2011
 OQ1024_ROD/PIPE-DEPTH: 6.4 meters
 OQ1024_SLEEVE-DEPTH  : 2.0 meters
 OQ1024
 OQ1024  HISTORY     - Date     Condition        Report By
 OQ1024  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1024  HISTORY     - 19900520 GOOD             NGS
 OQ1024  HISTORY     - 19910619 GOOD             NGS
 OQ1024  HISTORY     - 20110328 GOOD             INDIV
 OQ1024
 OQ1024                          STATION DESCRIPTION
 OQ1024
 OQ1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1024'9.6 KM (6.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1024'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.3 KM (0.8 MI) NORTH OF
 OQ1024'THE EXIT 84A OVERPASS, 0.4 KM (0.2 MI) NORTH OF MILEPOST 85, A
 OQ1024'STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS
 OQ1024'ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.0 M (105.0 FT) EAST OF AND
 OQ1024'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ1024'15.3 M (50.2 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 2 FENCE SUPPORT
 OQ1024'POST, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1024'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1024'THROUGH A 4-INCH PVC CAP.
 OQ1024
 OQ1024                          STATION RECOVERY (1991)
 OQ1024
 OQ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1024'9.6 KM (6.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1024'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.3 KM (0.8 MI) NORTH OF
 OQ1024'THE EXIT 84A OVERPASS, 0.4 KM (0.2 MI) NORTH OF MILEPOST 85, A
 OQ1024'STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS
 OQ1024'ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.0 M (105.0 FT) EAST OF AND
 OQ1024'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ1024'15.3 M (50.2 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 2 FENCE SUPPORT
 OQ1024'POST, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1024'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1024'THROUGH A 4-INCH PVC CAP.
 OQ1024
 OQ1024                          STATION RECOVERY (2011)
 OQ1024
 OQ1024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1025 ***********************************************************************
 OQ1025  DESIGNATION -  I29 086.7
 OQ1025  PID         -  OQ1025
 OQ1025  STATE/COUNTY-  SD/MINNEHAHA
 OQ1025  COUNTRY     -  US
 OQ1025  USGS QUAD   -  CROOKS (2017)
 OQ1025
 OQ1025                         *CURRENT SURVEY CONTROL
 OQ1025  ______________________________________________________________________
 OQ1025* NAD 83(1986) POSITION- 43 38 57.     (N) 096 46 20.     (W)   SCALED
 OQ1025* NAVD 88 ORTHO HEIGHT -   467.645 (meters)     1534.27  (feet) ADJUSTED
 OQ1025  ______________________________________________________________________
 OQ1025  GEOID HEIGHT    -        -26.239 (meters)                     GEOID18
 OQ1025  DYNAMIC HEIGHT  -        467.527 (meters)     1533.88  (feet) COMP
 OQ1025  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 OQ1025
 OQ1025  VERT ORDER      -  FIRST     CLASS II
 OQ1025
 OQ1025.The horizontal coordinates were scaled from a map and have
 OQ1025.an estimated accuracy of +/- 6 seconds.
 OQ1025
 OQ1025.The orthometric height was determined by differential leveling and
 OQ1025.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1025.in September 1993.
 OQ1025
 OQ1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1025.GEOID18 height accuracy estimate available here.
 OQ1025
 OQ1025.Click photographs - Photos may exist for this station.
 OQ1025
 OQ1025.The dynamic height is computed by dividing the NAVD 88
 OQ1025.geopotential number by the normal gravity value computed on the
 OQ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1025.degrees latitude (g = 980.6199 gals.).
 OQ1025
 OQ1025.The modeled gravity was interpolated from observed gravity values.
 OQ1025
 OQ1025;                    North         East    Units  Estimated Accuracy
 OQ1025;SPC SD S     -   152,340.      887,190.      MT  (+/- 180 meters Scaled)
 OQ1025
 OQ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP796353(NAD 83)
 OQ1025
 OQ1025                          SUPERSEDED SURVEY CONTROL
 OQ1025
 OQ1025.No superseded survey control is available for this station.
 OQ1025
 OQ1025_MARKER: Z = SEE DESCRIPTION
 OQ1025_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1025_STAMPING: I29-86.7 1990
 OQ1025_MARK LOGO: NGS
 OQ1025_PROJECTION: FLUSH
 OQ1025_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1025+STABILITY: POSITION/ELEVATION WELL
 OQ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1025+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2011
 OQ1025_ROD/PIPE-DEPTH: 6.4 meters
 OQ1025_SLEEVE-DEPTH  : 2.0 meters
 OQ1025
 OQ1025  HISTORY     - Date     Condition        Report By
 OQ1025  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1025  HISTORY     - 19900520 GOOD             NGS
 OQ1025  HISTORY     - 19910619 GOOD             NGS
 OQ1025  HISTORY     - 20110328 GOOD             INDIV
 OQ1025
 OQ1025                          STATION DESCRIPTION
 OQ1025
 OQ1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1025'11.9 KM (7.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1025'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.10 KM (0.68 MI) NORTH OF
 OQ1025'MILEPOST 86, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ1025'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.6 M
 OQ1025'(107.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1025'HIGHWAY, 27.5 M (90.2 FT) EAST OF THE CENTER OF THE EXIT 86 ON RAMP,
 OQ1025'25.5 M (83.7 FT) NORTH OF THE EAST END OF A 48-INCH CULVERT, 16.9 M
 OQ1025'(55.4 FT) EAST-SOUTHEAST OF THE EAST END OF A 36-INCH CULVERT, 2.1 M
 OQ1025'(6.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A
 OQ1025'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1025'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1025
 OQ1025                          STATION RECOVERY (1991)
 OQ1025
 OQ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1025'11.9 KM (7.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1025'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.10 KM (0.68 MI) NORTH OF
 OQ1025'MILEPOST 86, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ1025'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 32.6 M
 OQ1025'(107.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1025'HIGHWAY, 27.5 M (90.2 FT) EAST OF THE CENTER OF THE EXIT 86 ON RAMP,
 OQ1025'25.5 M (83.7 FT) NORTH OF THE EAST END OF A 48-INCH CULVERT, 16.9 M
 OQ1025'(55.4 FT) EAST-SOUTHEAST OF THE EAST END OF A 36-INCH CULVERT, 2.1 M
 OQ1025'(6.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A
 OQ1025'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1025'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1025
 OQ1025                          STATION RECOVERY (2011)
 OQ1025
 OQ1025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1026 ***********************************************************************
 OQ1026  DESIGNATION -  I29 087.4
 OQ1026  PID         -  OQ1026
 OQ1026  STATE/COUNTY-  SD/MINNEHAHA
 OQ1026  COUNTRY     -  US
 OQ1026  USGS QUAD   -  CROOKS (2017)
 OQ1026
 OQ1026                         *CURRENT SURVEY CONTROL
 OQ1026  ______________________________________________________________________
 OQ1026* NAD 83(1986) POSITION- 43 39 36.     (N) 096 46 39.     (W)   SCALED
 OQ1026* NAVD 88 ORTHO HEIGHT -   464.939 (meters)     1525.39  (feet) ADJUSTED
 OQ1026  ______________________________________________________________________
 OQ1026  GEOID HEIGHT    -        -26.226 (meters)                     GEOID18
 OQ1026  DYNAMIC HEIGHT  -        464.822 (meters)     1525.00  (feet) COMP
 OQ1026  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 OQ1026
 OQ1026  VERT ORDER      -  FIRST     CLASS II
 OQ1026
 OQ1026.The horizontal coordinates were scaled from a map and have
 OQ1026.an estimated accuracy of +/- 6 seconds.
 OQ1026
 OQ1026.The orthometric height was determined by differential leveling and
 OQ1026.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1026.in September 1993.
 OQ1026
 OQ1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1026.GEOID18 height accuracy estimate available here.
 OQ1026
 OQ1026.Click photographs - Photos may exist for this station.
 OQ1026
 OQ1026.The dynamic height is computed by dividing the NAVD 88
 OQ1026.geopotential number by the normal gravity value computed on the
 OQ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1026.degrees latitude (g = 980.6199 gals.).
 OQ1026
 OQ1026.The modeled gravity was interpolated from observed gravity values.
 OQ1026
 OQ1026;                    North         East    Units  Estimated Accuracy
 OQ1026;SPC SD S     -   153,520.      886,710.      MT  (+/- 180 meters Scaled)
 OQ1026
 OQ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP792365(NAD 83)
 OQ1026
 OQ1026                          SUPERSEDED SURVEY CONTROL
 OQ1026
 OQ1026.No superseded survey control is available for this station.
 OQ1026
 OQ1026_MARKER: Z = SEE DESCRIPTION
 OQ1026_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1026_STAMPING: I29-87.4 1990
 OQ1026_MARK LOGO: NGS
 OQ1026_PROJECTION: FLUSH
 OQ1026_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1026+STABILITY: POSITION/ELEVATION WELL
 OQ1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1026+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2011
 OQ1026_ROD/PIPE-DEPTH: 6.4 meters
 OQ1026_SLEEVE-DEPTH  : 2.0 meters
 OQ1026
 OQ1026  HISTORY     - Date     Condition        Report By
 OQ1026  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1026  HISTORY     - 19900520 GOOD             NGS
 OQ1026  HISTORY     - 19910619 GOOD             NGS
 OQ1026  HISTORY     - 20110328 GOOD             INDIV
 OQ1026
 OQ1026                          STATION DESCRIPTION
 OQ1026
 OQ1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1026'13.2 KM (8.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1026'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.7 KM (0.4 MI) NORTH OF
 OQ1026'MILEPOST 87, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ1026'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 41.7 M
 OQ1026'(136.8 FT) NORTH OF THE NORTHEAST CORNER OF OVERPASS NUMBER 87.45,
 OQ1026'32.5 M (106.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 OQ1026'THE HIGHWAY, 7.0 M (23.0 FT) NORTH OF A T-FENCE CORNER, 1.8 M
 OQ1026'(5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A
 OQ1026'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1026'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1026
 OQ1026                          STATION RECOVERY (1991)
 OQ1026
 OQ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1026'13.2 KM (8.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1026'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.7 KM (0.4 MI) NORTH OF
 OQ1026'MILEPOST 87, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ1026'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 41.7 M
 OQ1026'(136.8 FT) NORTH OF THE NORTHEAST CORNER OF OVERPASS NUMBER 87.45,
 OQ1026'32.5 M (106.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 OQ1026'THE HIGHWAY, 7.0 M (23.0 FT) NORTH OF A T-FENCE CORNER, 1.8 M
 OQ1026'(5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A
 OQ1026'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1026'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1026
 OQ1026                          STATION RECOVERY (2011)
 OQ1026
 OQ1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1029 ***********************************************************************
 OQ1029  DESIGNATION -  I29 090.4
 OQ1029  PID         -  OQ1029
 OQ1029  STATE/COUNTY-  SD/MINNEHAHA
 OQ1029  COUNTRY     -  US
 OQ1029  USGS QUAD   -  CROOKS (2017)
 OQ1029
 OQ1029                         *CURRENT SURVEY CONTROL
 OQ1029  ______________________________________________________________________
 OQ1029* NAD 83(1986) POSITION- 43 42 05.     (N) 096 46 51.     (W)   SCALED
 OQ1029* NAVD 88 ORTHO HEIGHT -   486.455 (meters)     1595.98  (feet) ADJUSTED
 OQ1029  ______________________________________________________________________
 OQ1029  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 OQ1029  DYNAMIC HEIGHT  -        486.335 (meters)     1595.58  (feet) COMP
 OQ1029  MODELED GRAVITY -    980,357.2   (mgal)                       NAVD 88
 OQ1029
 OQ1029  VERT ORDER      -  FIRST     CLASS II
 OQ1029
 OQ1029.The horizontal coordinates were scaled from a map and have
 OQ1029.an estimated accuracy of +/- 6 seconds.
 OQ1029
 OQ1029.The orthometric height was determined by differential leveling and
 OQ1029.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1029.in September 1993.
 OQ1029
 OQ1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1029.GEOID18 height accuracy estimate available here.
 OQ1029
 OQ1029.Click photographs - Photos may exist for this station.
 OQ1029
 OQ1029.The dynamic height is computed by dividing the NAVD 88
 OQ1029.geopotential number by the normal gravity value computed on the
 OQ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1029.degrees latitude (g = 980.6199 gals.).
 OQ1029
 OQ1029.The modeled gravity was interpolated from observed gravity values.
 OQ1029
 OQ1029;                    North         East    Units  Estimated Accuracy
 OQ1029;SPC SD S     -   158,100.      886,240.      MT  (+/- 180 meters Scaled)
 OQ1029
 OQ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP788411(NAD 83)
 OQ1029
 OQ1029                          SUPERSEDED SURVEY CONTROL
 OQ1029
 OQ1029.No superseded survey control is available for this station.
 OQ1029
 OQ1029_MARKER: Z = SEE DESCRIPTION
 OQ1029_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1029_STAMPING: I29-90.4 1990
 OQ1029_MARK LOGO: NGS
 OQ1029_PROJECTION: FLUSH
 OQ1029_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1029+STABILITY: POSITION/ELEVATION WELL
 OQ1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1029+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2011
 OQ1029_ROD/PIPE-DEPTH: 6.4 meters
 OQ1029_SLEEVE-DEPTH  : 2.0 meters
 OQ1029
 OQ1029  HISTORY     - Date     Condition        Report By
 OQ1029  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1029  HISTORY     - 19900520 GOOD             NGS
 OQ1029  HISTORY     - 19910619 GOOD             NGS
 OQ1029  HISTORY     - 20110321 GOOD             INDIV
 OQ1029
 OQ1029                          STATION DESCRIPTION
 OQ1029
 OQ1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1029'17.9 KM (11.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1029'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.6 KM (0.4 MI) NORTH OF
 OQ1029'MILE POST NUMBER 90, A STAINLESS STEEL BALL EPOXIED OF THE TOP OF AND
 OQ1029'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 168.0 M
 OQ1029'(551.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE NORTHBOUND LANES
 OQ1029'HIGHWAY BRIDGE NUMBER 90.49, 31.5 M (103.3 FT) EAST OF AND LEVEL WITH
 OQ1029'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.4 M
 OQ1029'(1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1029'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1029
 OQ1029                          STATION RECOVERY (1991)
 OQ1029
 OQ1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1029'17.9 KM (11.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1029'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.6 KM (0.4 MI) NORTH OF
 OQ1029'MILE POST NUMBER 90, A STAINLESS STEEL BALL EPOXIED OF THE TOP OF AND
 OQ1029'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 168.0 M
 OQ1029'(551.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE NORTHBOUND LANES
 OQ1029'HIGHWAY BRIDGE NUMBER 90.49, 31.5 M (103.3 FT) EAST OF AND LEVEL WITH
 OQ1029'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.4 M
 OQ1029'(1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1029'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1029
 OQ1029                          STATION RECOVERY (2011)
 OQ1029
 OQ1029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1033 ***********************************************************************
 OQ1033  CBN         -  This is a Cooperative Base Network Control Station.
 OQ1033  DESIGNATION -  I29 094.7
 OQ1033  PID         -  OQ1033
 OQ1033  STATE/COUNTY-  SD/MINNEHAHA
 OQ1033  COUNTRY     -  US
 OQ1033  USGS QUAD   -  COLTON SE (2017)
 OQ1033
 OQ1033                         *CURRENT SURVEY CONTROL
 OQ1033  ______________________________________________________________________
 OQ1033* NAD 83(2011) POSITION- 43 45 51.10266(N) 096 46 50.08876(W)   ADJUSTED
 OQ1033* NAD 83(2011) ELLIP HT-   443.135 (meters)        (06/27/12)   ADJUSTED
 OQ1033* NAD 83(2011) EPOCH   -  2010.00
 OQ1033* NAVD 88 ORTHO HEIGHT -   469.237 (meters)     1539.49  (feet) ADJUSTED
 OQ1033  ______________________________________________________________________
 OQ1033  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 OQ1033  NAD 83(2011) X  -   -544,758.029 (meters)                     COMP
 OQ1033  NAD 83(2011) Y  - -4,581,685.834 (meters)                     COMP
 OQ1033  NAD 83(2011) Z  -  4,389,513.837 (meters)                     COMP
 OQ1033  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 OQ1033  DYNAMIC HEIGHT  -        469.124 (meters)     1539.12  (feet) COMP
 OQ1033  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 OQ1033
 OQ1033  VERT ORDER      -  FIRST     CLASS II
 OQ1033
 OQ1033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1033  Standards:
 OQ1033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1033  -------------------------------------------------------------------
 OQ1033  NETWORK    0.61   1.86           0.28   0.21   0.95     -0.15327329
 OQ1033  -------------------------------------------------------------------
 OQ1033  Click here for local accuracies and other accuracy information.
 OQ1033
 OQ1033.The horizontal coordinates were established by GPS observations
 OQ1033.and adjusted by the National Geodetic Survey in June 2012.
 OQ1033
 OQ1033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1033.been affixed to the stable North American tectonic plate. See 
 OQ1033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1033
 OQ1033.The horizontal coordinates are valid at the epoch date displayed above
 OQ1033.which is a decimal equivalence of Year/Month/Day.
 OQ1033
 OQ1033.The orthometric height was determined by differential leveling and
 OQ1033.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1033.in September 1993.
 OQ1033
 OQ1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1033.GEOID18 height accuracy estimate available here.
 OQ1033
 OQ1033.Click photographs - Photos may exist for this station.
 OQ1033
 OQ1033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1033
 OQ1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1033
 OQ1033.The ellipsoidal height was determined by GPS observations
 OQ1033.and is referenced to NAD 83.
 OQ1033
 OQ1033.The dynamic height is computed by dividing the NAVD 88
 OQ1033.geopotential number by the normal gravity value computed on the
 OQ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1033.degrees latitude (g = 980.6199 gals.).
 OQ1033
 OQ1033.The modeled gravity was interpolated from observed gravity values.
 OQ1033
 OQ1033. The following values were computed from the NAD 83(2011) position.
 OQ1033
 OQ1033;                    North         East     Units Scale Factor Converg.
 OQ1033;SPC SD S     -   165,073.947   885,965.995   MT  0.99991010   +2 27 03.1
 OQ1033;SPC SD S     -   541,580.11  2,906,706.77   sFT  0.99991010   +2 27 03.1
 OQ1033;UTM  14      - 4,848,076.943   678,645.228   MT  0.99999255   +1 32 08.0
 OQ1033
 OQ1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1033!SPC SD S     -   0.99993052  x   0.99991010  =   0.99984062
 OQ1033!UTM  14      -   0.99993052  x   0.99999255  =   0.99992307
 OQ1033
 OQ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7864548076(NAD 83)
 OQ1033
 OQ1033                          SUPERSEDED SURVEY CONTROL
 OQ1033
 OQ1033  NAD 83(2007)-  43 45 51.10263(N)    096 46 50.08966(W) AD(2002.00) 0
 OQ1033  ELLIP H (02/10/07)  443.164  (m)                       GP(2002.00)    
 OQ1033  ELLIP H (04/15/04)  443.186  (m)                       GP(       ) 2 1
 OQ1033  NAD 83(1996)-  43 45 51.10219(N)    096 46 50.08892(W) AD(       ) B
 OQ1033  ELLIP H (04/18/97)  443.195  (m)                       GP(       ) 4 1
 OQ1033  NAVD 88             469.24   (m)         1539.5    (f) LEVELING    3  
 OQ1033
 OQ1033.Superseded values are not recommended for survey control.
 OQ1033
 OQ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1033.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1033
 OQ1033_MARKER: Z = SEE DESCRIPTION
 OQ1033_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1033_STAMPING: I29-94.7
 OQ1033_MARK LOGO: NGS
 OQ1033_PROJECTION: FLUSH
 OQ1033_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1033+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2011
 OQ1033_ROD/PIPE-DEPTH: 6.4 meters
 OQ1033_SLEEVE-DEPTH  : 1.8 meters
 OQ1033
 OQ1033  HISTORY     - Date     Condition        Report By
 OQ1033  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1033  HISTORY     - 19900522 GOOD             NGS
 OQ1033  HISTORY     - 19910619 GOOD             NGS
 OQ1033  HISTORY     - 19940613 GOOD             NGS
 OQ1033  HISTORY     - 20110304 GOOD             INDIV
 OQ1033
 OQ1033                          STATION DESCRIPTION
 OQ1033
 OQ1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1033'24.8 KM (15.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1033'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.1 KM (0.7 MI) NORTH OF
 OQ1033'MILEPOST 94, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF A 1-1/2
 OQ1033'INCH IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 58.0 M
 OQ1033'(190.3 FT) SOUTH OF A T-FENCE CORNER, 42.7 M (140.1 FT) EAST OF THE
 OQ1033'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 32.7 M (107.3 FT)
 OQ1033'EAST OF THE CENTER OF THE NORTHBOUND ON RAMP (EXIT 94), 2.0 M
 OQ1033'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 OQ1033'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1033'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1033
 OQ1033                          STATION RECOVERY (1991)
 OQ1033
 OQ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1033'24.8 KM (15.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1033'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 1.1 KM (0.7 MI) NORTH OF
 OQ1033'MILEPOST 94, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF A 1-1/2
 OQ1033'INCH IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 58.0 M
 OQ1033'(190.3 FT) SOUTH OF A T-FENCE CORNER, 42.7 M (140.1 FT) EAST OF THE
 OQ1033'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 32.7 M (107.3 FT)
 OQ1033'EAST OF THE CENTER OF THE NORTHBOUND ON RAMP (EXIT 94), 2.0 M
 OQ1033'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 OQ1033'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1033'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1033
 OQ1033                          STATION RECOVERY (1994)
 OQ1033
 OQ1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DFC)
 OQ1033'THE STATION IS LOCATED ABOUT 21.5 KM (13.35 MI) NORTH OF SOUIX FALLS
 OQ1033'AND 2.9 KM (1.80 MI) WEST OF BALTIC, ON INTERSTATE HIGHWAY 29.
 OQ1033'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 OQ1033'POST OFFICE IN BALTIC, GO EAST ON SAINT OLAF AVE FOR 0.25 MI (0.40 KM)
 OQ1033'TO THE JUNCTION OF 1ST STREET, TURN RIGHT ON 1ST STREET AND GO 0.07 MI
 OQ1033'(0.11 KM) TO THE JUNCTION OF COUNTY ROAD 114 (LOVELY AVENUE), TURN
 OQ1033'LEFT AND GO WEST ON COUNTY ROAD 114 FOR 2.0 MI (3.2 KM) TO THE
 OQ1033'JUNCTION OF THE NORTHBOUND INTERSTATE HIGHWAY ON-RAMP, TURN RIGHT AND
 OQ1033'GO NORTH ON THE ON-RAMP FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 OQ1033'RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 OQ1033'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 OQ1033'PIPE.  LOCATED 190.3 FT (58.0 M) SOUTH OF A T-FENCE CORNER, 140.1 FT
 OQ1033'(42.7 M) EAST OF THE CENTERLINE OF THE NORTHBOUND HIGHWAY, 32.7 M
 OQ1033'(107.3 FT) EAST OF THE CENTER OF THE ON-RAMP, 2.0 M (6.6 FT) ABOVE THE
 OQ1033'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 OQ1033'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ1033'AND THEN A 4-INCH PVC CAP.
 OQ1033
 OQ1033                          STATION RECOVERY (2011)
 OQ1033
 OQ1033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1035 ***********************************************************************
 OQ1035  DESIGNATION -  I29 096.7
 OQ1035  PID         -  OQ1035
 OQ1035  STATE/COUNTY-  SD/MINNEHAHA
 OQ1035  COUNTRY     -  US
 OQ1035  USGS QUAD   -  COLTON SE (2017)
 OQ1035
 OQ1035                         *CURRENT SURVEY CONTROL
 OQ1035  ______________________________________________________________________
 OQ1035* NAD 83(1986) POSITION- 43 47 35.     (N) 096 46 51.     (W)   SCALED
 OQ1035* NAVD 88 ORTHO HEIGHT -   474.214 (meters)     1555.82  (feet) ADJUSTED
 OQ1035  ______________________________________________________________________
 OQ1035  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 OQ1035  DYNAMIC HEIGHT  -        474.102 (meters)     1555.45  (feet) COMP
 OQ1035  MODELED GRAVITY -    980,368.1   (mgal)                       NAVD 88
 OQ1035
 OQ1035  VERT ORDER      -  FIRST     CLASS II
 OQ1035
 OQ1035.The horizontal coordinates were scaled from a map and have
 OQ1035.an estimated accuracy of +/- 6 seconds.
 OQ1035
 OQ1035.The orthometric height was determined by differential leveling and
 OQ1035.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1035.in September 1993.
 OQ1035
 OQ1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1035.GEOID18 height accuracy estimate available here.
 OQ1035
 OQ1035.Click photographs - Photos may exist for this station.
 OQ1035
 OQ1035.The dynamic height is computed by dividing the NAVD 88
 OQ1035.geopotential number by the normal gravity value computed on the
 OQ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1035.degrees latitude (g = 980.6199 gals.).
 OQ1035
 OQ1035.The modeled gravity was interpolated from observed gravity values.
 OQ1035
 OQ1035;                    North         East    Units  Estimated Accuracy
 OQ1035;SPC SD S     -   168,280.      885,810.      MT  (+/- 180 meters Scaled)
 OQ1035
 OQ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP785512(NAD 83)
 OQ1035
 OQ1035                          SUPERSEDED SURVEY CONTROL
 OQ1035
 OQ1035.No superseded survey control is available for this station.
 OQ1035
 OQ1035_MARKER: Z = SEE DESCRIPTION
 OQ1035_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1035_STAMPING: I29-96.7 1990
 OQ1035_MARK LOGO: NGS
 OQ1035_PROJECTION: FLUSH
 OQ1035_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1035+STABILITY: POSITION/ELEVATION WELL
 OQ1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1035+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2011
 OQ1035_ROD/PIPE-DEPTH: 6.4 meters
 OQ1035_SLEEVE-DEPTH  : 2.0 meters
 OQ1035
 OQ1035  HISTORY     - Date     Condition        Report By
 OQ1035  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1035  HISTORY     - 19900522 GOOD             NGS
 OQ1035  HISTORY     - 19910619 GOOD             NGS
 OQ1035  HISTORY     - 20110304 GOOD             INDIV
 OQ1035
 OQ1035                          STATION DESCRIPTION
 OQ1035
 OQ1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1035'21.2 KM (13.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1035'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.1 KM (0.7 MI)
 OQ1035'NORTH OF MILEPOST 96, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1035'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 84.0 M
 OQ1035'(275.6 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A GUARDRAIL, 31.2 M
 OQ1035'(102.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 OQ1035'LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 OQ1035'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ1035'AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1035
 OQ1035                          STATION RECOVERY (1991)
 OQ1035
 OQ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1035'21.2 KM (13.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1035'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.1 KM (0.7 MI)
 OQ1035'NORTH OF MILEPOST 96, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1035'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 84.0 M
 OQ1035'(275.6 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A GUARDRAIL, 31.2 M
 OQ1035'(102.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 OQ1035'LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 OQ1035'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ1035'AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1035
 OQ1035                          STATION RECOVERY (2011)
 OQ1035
 OQ1035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1037 ***********************************************************************
 OQ1037  DESIGNATION -  I29 098.2
 OQ1037  PID         -  OQ1037
 OQ1037  STATE/COUNTY-  SD/MINNEHAHA
 OQ1037  COUNTRY     -  US
 OQ1037  USGS QUAD   -  COLTON SE (2017)
 OQ1037
 OQ1037                         *CURRENT SURVEY CONTROL
 OQ1037  ______________________________________________________________________
 OQ1037* NAD 83(1986) POSITION- 43 48 58.     (N) 096 46 47.     (W)   SCALED
 OQ1037* NAVD 88 ORTHO HEIGHT -   475.560 (meters)     1560.23  (feet) ADJUSTED
 OQ1037  ______________________________________________________________________
 OQ1037  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 OQ1037  DYNAMIC HEIGHT  -        475.448 (meters)     1559.87  (feet) COMP
 OQ1037  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 OQ1037
 OQ1037  VERT ORDER      -  FIRST     CLASS II
 OQ1037
 OQ1037.The horizontal coordinates were scaled from a map and have
 OQ1037.an estimated accuracy of +/- 6 seconds.
 OQ1037
 OQ1037.The orthometric height was determined by differential leveling and
 OQ1037.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1037.in September 1993.
 OQ1037
 OQ1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1037.GEOID18 height accuracy estimate available here.
 OQ1037
 OQ1037.Click photographs - Photos may exist for this station.
 OQ1037
 OQ1037.The dynamic height is computed by dividing the NAVD 88
 OQ1037.geopotential number by the normal gravity value computed on the
 OQ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1037.degrees latitude (g = 980.6199 gals.).
 OQ1037
 OQ1037.The modeled gravity was interpolated from observed gravity values.
 OQ1037
 OQ1037;                    North         East    Units  Estimated Accuracy
 OQ1037;SPC SD S     -   170,840.      885,790.      MT  (+/- 180 meters Scaled)
 OQ1037
 OQ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP785538(NAD 83)
 OQ1037
 OQ1037                          SUPERSEDED SURVEY CONTROL
 OQ1037
 OQ1037.No superseded survey control is available for this station.
 OQ1037
 OQ1037_MARKER: Z = SEE DESCRIPTION
 OQ1037_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1037_STAMPING: I29-98.2 1990
 OQ1037_MARK LOGO: NGS
 OQ1037_PROJECTION: FLUSH
 OQ1037_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1037+STABILITY: POSITION/ELEVATION WELL
 OQ1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1037+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2011
 OQ1037_ROD/PIPE-DEPTH: 6.4 meters
 OQ1037_SLEEVE-DEPTH  : 2.0 meters
 OQ1037
 OQ1037  HISTORY     - Date     Condition        Report By
 OQ1037  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1037  HISTORY     - 19900522 GOOD             NGS
 OQ1037  HISTORY     - 19910619 GOOD             NGS
 OQ1037  HISTORY     - 20110304 GOOD             INDIV
 OQ1037
 OQ1037                          STATION DESCRIPTION
 OQ1037
 OQ1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1037'18.6 KM (11.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1037'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.4 KM (0.2 MI)
 OQ1037'NORTH OF MILEPOST 98, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1037'IRON PIPE THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 48.4 M
 OQ1037'(158.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1037'HIGHWAY, 39.7 M (130.2 FT) SOUTHEAST OF THE EAST END OF A 24-INCH
 OQ1037'PIPE CULVERT, 29.4 M (96.5 FT) EAST OF THE CENTER OF THE NORTHBOUND
 OQ1037'OFF RAMP (EXIT 98), 25.2 M (82.7 FT) NORTH OF A T-FENCE CORNER, 0.35
 OQ1037'M (1.15 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 OQ1037'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1037'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1037
 OQ1037                          STATION RECOVERY (1991)
 OQ1037
 OQ1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1037'18.6 KM (11.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1037'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.4 KM (0.2 MI)
 OQ1037'NORTH OF MILEPOST 98, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1037'IRON PIPE THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 48.4 M
 OQ1037'(158.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1037'HIGHWAY, 39.7 M (130.2 FT) SOUTHEAST OF THE EAST END OF A 24-INCH
 OQ1037'PIPE CULVERT, 29.4 M (96.5 FT) EAST OF THE CENTER OF THE NORTHBOUND
 OQ1037'OFF RAMP (EXIT 98), 25.2 M (82.7 FT) NORTH OF A T-FENCE CORNER, 0.35
 OQ1037'M (1.15 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 OQ1037'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1037'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1037
 OQ1037                          STATION RECOVERY (2011)
 OQ1037
 OQ1037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1038 ***********************************************************************
 OQ1038  DESIGNATION -  I29 099.5
 OQ1038  PID         -  OQ1038
 OQ1038  STATE/COUNTY-  SD/MINNEHAHA
 OQ1038  COUNTRY     -  US
 OQ1038  USGS QUAD   -  COLTON SE (2017)
 OQ1038
 OQ1038                         *CURRENT SURVEY CONTROL
 OQ1038  ______________________________________________________________________
 OQ1038* NAD 83(1986) POSITION- 43 50 07.     (N) 096 46 47.     (W)   SCALED
 OQ1038* NAVD 88 ORTHO HEIGHT -   493.719 (meters)     1619.81  (feet) ADJUSTED
 OQ1038  ______________________________________________________________________
 OQ1038  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 OQ1038  DYNAMIC HEIGHT  -        493.604 (meters)     1619.43  (feet) COMP
 OQ1038  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 OQ1038
 OQ1038  VERT ORDER      -  FIRST     CLASS II
 OQ1038
 OQ1038.The horizontal coordinates were scaled from a map and have
 OQ1038.an estimated accuracy of +/- 6 seconds.
 OQ1038
 OQ1038.The orthometric height was determined by differential leveling and
 OQ1038.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1038.in September 1993.
 OQ1038
 OQ1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1038.GEOID18 height accuracy estimate available here.
 OQ1038
 OQ1038.Click photographs - Photos may exist for this station.
 OQ1038
 OQ1038.The dynamic height is computed by dividing the NAVD 88
 OQ1038.geopotential number by the normal gravity value computed on the
 OQ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1038.degrees latitude (g = 980.6199 gals.).
 OQ1038
 OQ1038.The modeled gravity was interpolated from observed gravity values.
 OQ1038
 OQ1038;                    North         East    Units  Estimated Accuracy
 OQ1038;SPC SD S     -   172,970.      885,700.      MT  (+/- 180 meters Scaled)
 OQ1038
 OQ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP785559(NAD 83)
 OQ1038
 OQ1038                          SUPERSEDED SURVEY CONTROL
 OQ1038
 OQ1038.No superseded survey control is available for this station.
 OQ1038
 OQ1038_MARKER: Z = SEE DESCRIPTION
 OQ1038_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1038_STAMPING: I29-99.5 1990
 OQ1038_MARK LOGO: NGS
 OQ1038_PROJECTION: PROJECTING 4 CENTIMETERS
 OQ1038_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1038+STABILITY: POSITION/ELEVATION WELL
 OQ1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1038+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2011
 OQ1038_ROD/PIPE-DEPTH: 6.4 meters
 OQ1038_SLEEVE-DEPTH  : 2.0 meters
 OQ1038
 OQ1038  HISTORY     - Date     Condition        Report By
 OQ1038  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1038  HISTORY     - 19900523 GOOD             NGS
 OQ1038  HISTORY     - 19910619 GOOD             NGS
 OQ1038  HISTORY     - 20110304 GOOD             INDIV
 OQ1038
 OQ1038                          STATION DESCRIPTION
 OQ1038
 OQ1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1038'16.5 KM (10.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1038'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.9 KM (0.6 MI)
 OQ1038'NORTH OF MILEPOST 99, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1038'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 122.0 M
 OQ1038'(400.3 FT) SOUTH OF THE SOUTH END OF A GUARDRAIL, 37.7 M (123.7 FT)
 OQ1038'NORTH OF THE MOST NORTHERLY 1 OF 2 FENCE BRACE POSTS, 34.7 M
 OQ1038'(113.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1038'HIGHWAY, 0.6 M (2.0 FT)  BELOW THE LEVEL OF THE HIGHWAY, AND 0.35 M
 OQ1038'(1.15 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1038'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ1038'PVC CAP.
 OQ1038
 OQ1038                          STATION RECOVERY (1991)
 OQ1038
 OQ1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1038'16.5 KM (10.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1038'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.9 KM (0.6 MI)
 OQ1038'NORTH OF MILEPOST 99, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1038'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 122.0 M
 OQ1038'(400.3 FT) SOUTH OF THE SOUTH END OF A GUARDRAIL, 37.7 M (123.7 FT)
 OQ1038'NORTH OF THE MOST NORTHERLY 1 OF 2 FENCE BRACE POSTS, 34.7 M
 OQ1038'(113.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1038'HIGHWAY, 0.6 M (2.0 FT)  BELOW THE LEVEL OF THE HIGHWAY, AND 0.35 M
 OQ1038'(1.15 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1038'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ1038'PVC CAP.
 OQ1038
 OQ1038                          STATION RECOVERY (2011)
 OQ1038
 OQ1038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1042 ***********************************************************************
 OQ1042  DESIGNATION -  I29 101.5
 OQ1042  PID         -  OQ1042
 OQ1042  STATE/COUNTY-  SD/MOODY
 OQ1042  COUNTRY     -  US
 OQ1042  USGS QUAD   -  COLTON SE (2017)
 OQ1042
 OQ1042                         *CURRENT SURVEY CONTROL
 OQ1042  ______________________________________________________________________
 OQ1042* NAD 83(1986) POSITION- 43 51 36.     (N) 096 45 39.     (W)   SCALED
 OQ1042* NAVD 88 ORTHO HEIGHT -   493.556 (meters)     1619.28  (feet) ADJUSTED
 OQ1042  ______________________________________________________________________
 OQ1042  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 OQ1042  DYNAMIC HEIGHT  -        493.442 (meters)     1618.90  (feet) COMP
 OQ1042  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 OQ1042
 OQ1042  VERT ORDER      -  FIRST     CLASS II
 OQ1042
 OQ1042.The horizontal coordinates were scaled from a map and have
 OQ1042.an estimated accuracy of +/- 6 seconds.
 OQ1042
 OQ1042.The orthometric height was determined by differential leveling and
 OQ1042.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1042.in September 1993.
 OQ1042
 OQ1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1042.GEOID18 height accuracy estimate available here.
 OQ1042
 OQ1042.Click photographs - Photos may exist for this station.
 OQ1042
 OQ1042.The dynamic height is computed by dividing the NAVD 88
 OQ1042.geopotential number by the normal gravity value computed on the
 OQ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1042.degrees latitude (g = 980.6199 gals.).
 OQ1042
 OQ1042.The modeled gravity was interpolated from observed gravity values.
 OQ1042
 OQ1042;                    North         East    Units  Estimated Accuracy
 OQ1042;SPC SD S     -   175,780.      887,100.      MT  (+/- 180 meters Scaled)
 OQ1042
 OQ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799587(NAD 83)
 OQ1042
 OQ1042                          SUPERSEDED SURVEY CONTROL
 OQ1042
 OQ1042.No superseded survey control is available for this station.
 OQ1042
 OQ1042_MARKER: Z = SEE DESCRIPTION
 OQ1042_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1042_STAMPING: I29-101.5 1990
 OQ1042_MARK LOGO: NGS
 OQ1042_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ1042_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1042+STABILITY: POSITION/ELEVATION WELL
 OQ1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1042+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 OQ1042_ROD/PIPE-DEPTH: 6.4 meters
 OQ1042_SLEEVE-DEPTH  : 2.0 meters
 OQ1042
 OQ1042  HISTORY     - Date     Condition        Report By
 OQ1042  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1042  HISTORY     - 19900523 GOOD             NGS
 OQ1042  HISTORY     - 19910619 GOOD             NGS
 OQ1042  HISTORY     - 20120514 GOOD             INDIV
 OQ1042
 OQ1042                          STATION DESCRIPTION
 OQ1042
 OQ1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1042'13.3 KM (8.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1042'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.9 KM (0.6 MI)
 OQ1042'NORTH OF MILEPOST 101, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1042'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 33.3 M
 OQ1042'(109.3 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ1042'SOUTHBOUND LANES OF THE HIGHWAY, 15.1 M (49.5 FT) NORTHEAST OF THE
 OQ1042'MOST NORTHEASTERLY 1 OF 2 FENCE BRACE POSTS, AND 0.3 M (1.0 FT)
 OQ1042'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1042'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1042
 OQ1042                          STATION RECOVERY (1991)
 OQ1042
 OQ1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1042'13.3 KM (8.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1042'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.9 KM (0.6 MI)
 OQ1042'NORTH OF MILEPOST 101, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 OQ1042'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 33.3 M
 OQ1042'(109.3 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ1042'SOUTHBOUND LANES OF THE HIGHWAY, 15.1 M (49.5 FT) NORTHEAST OF THE
 OQ1042'MOST NORTHEASTERLY 1 OF 2 FENCE BRACE POSTS, AND 0.3 M (1.0 FT)
 OQ1042'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1042'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1042
 OQ1042                          STATION RECOVERY (2012)
 OQ1042
 OQ1042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1044 ***********************************************************************
 OQ1044  DESIGNATION -  I29 104.2
 OQ1044  PID         -  OQ1044
 OQ1044  STATE/COUNTY-  SD/MOODY
 OQ1044  COUNTRY     -  US
 OQ1044  USGS QUAD   -  COLMAN (2017)
 OQ1044
 OQ1044                         *CURRENT SURVEY CONTROL
 OQ1044  ______________________________________________________________________
 OQ1044* NAD 83(1986) POSITION- 43 53 46.     (N) 096 45 29.     (W)   SCALED
 OQ1044* NAVD 88 ORTHO HEIGHT -   503.792 (meters)     1652.86  (feet) ADJUSTED
 OQ1044  ______________________________________________________________________
 OQ1044  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 OQ1044  DYNAMIC HEIGHT  -        503.675 (meters)     1652.47  (feet) COMP
 OQ1044  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 OQ1044
 OQ1044  VERT ORDER      -  FIRST     CLASS II
 OQ1044
 OQ1044.The horizontal coordinates were scaled from a map and have
 OQ1044.an estimated accuracy of +/- 6 seconds.
 OQ1044
 OQ1044.The orthometric height was determined by differential leveling and
 OQ1044.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1044.in September 1993.
 OQ1044
 OQ1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1044.GEOID18 height accuracy estimate available here.
 OQ1044
 OQ1044.Click photographs - Photos may exist for this station.
 OQ1044
 OQ1044.The dynamic height is computed by dividing the NAVD 88
 OQ1044.geopotential number by the normal gravity value computed on the
 OQ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1044.degrees latitude (g = 980.6199 gals.).
 OQ1044
 OQ1044.The modeled gravity was interpolated from observed gravity values.
 OQ1044
 OQ1044;                    North         East    Units  Estimated Accuracy
 OQ1044;SPC SD S     -   179,790.      887,150.      MT  (+/- 180 meters Scaled)
 OQ1044
 OQ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP800627(NAD 83)
 OQ1044
 OQ1044                          SUPERSEDED SURVEY CONTROL
 OQ1044
 OQ1044.No superseded survey control is available for this station.
 OQ1044
 OQ1044_MARKER: Z = SEE DESCRIPTION
 OQ1044_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1044_STAMPING: I29-104.2 1990
 OQ1044_MARK LOGO: NGS
 OQ1044_PROJECTION: PROJECTING 4 CENTIMETERS
 OQ1044_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1044+STABILITY: POSITION/ELEVATION WELL
 OQ1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1044+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OQ1044_ROD/PIPE-DEPTH: 6.4 meters
 OQ1044_SLEEVE-DEPTH  : 2.0 meters
 OQ1044
 OQ1044  HISTORY     - Date     Condition        Report By
 OQ1044  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1044  HISTORY     - 19900523 GOOD             NGS
 OQ1044  HISTORY     - 19910619 GOOD             NGS
 OQ1044  HISTORY     - 20110317 GOOD             INDIV
 OQ1044
 OQ1044                          STATION DESCRIPTION
 OQ1044
 OQ1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1044'9.2 KM (5.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1044'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.5 KM (0.3 MI)
 OQ1044'NORTH OF OVERPASS NUMBER 103.82, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 OQ1044'104, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP
 OQ1044'THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 160.0 M (524.9 FT) SOUTH
 OQ1044'OF A WEATHER INFORMATION SIGN, 31.3 M (102.7 FT) EAST OF THE
 OQ1044'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT)
 OQ1044'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS
 OQ1044'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1044'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1044
 OQ1044                          STATION RECOVERY (1991)
 OQ1044
 OQ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1044'9.2 KM (5.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1044'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.5 KM (0.3 MI)
 OQ1044'NORTH OF OVERPASS NUMBER 103.82, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 OQ1044'104, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP
 OQ1044'THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 160.0 M (524.9 FT) SOUTH
 OQ1044'OF A WEATHER INFORMATION SIGN, 31.3 M (102.7 FT) EAST OF THE
 OQ1044'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT)
 OQ1044'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS
 OQ1044'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1044'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1044
 OQ1044                          STATION RECOVERY (2011)
 OQ1044
 OQ1044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1045 ***********************************************************************
 OQ1045  DESIGNATION -  I29 105.3
 OQ1045  PID         -  OQ1045
 OQ1045  STATE/COUNTY-  SD/MOODY
 OQ1045  COUNTRY     -  US
 OQ1045  USGS QUAD   -  COLMAN (2017)
 OQ1045
 OQ1045                         *CURRENT SURVEY CONTROL
 OQ1045  ______________________________________________________________________
 OQ1045* NAD 83(1986) POSITION- 43 54 48.     (N) 096 45 29.     (W)   SCALED
 OQ1045* NAVD 88 ORTHO HEIGHT -   492.196 (meters)     1614.81  (feet) ADJUSTED
 OQ1045  ______________________________________________________________________
 OQ1045  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ1045  DYNAMIC HEIGHT  -        492.081 (meters)     1614.44  (feet) COMP
 OQ1045  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 OQ1045
 OQ1045  VERT ORDER      -  FIRST     CLASS II
 OQ1045
 OQ1045.The horizontal coordinates were scaled from a map and have
 OQ1045.an estimated accuracy of +/- 6 seconds.
 OQ1045
 OQ1045.The orthometric height was determined by differential leveling and
 OQ1045.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1045.in September 1993.
 OQ1045
 OQ1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1045.GEOID18 height accuracy estimate available here.
 OQ1045
 OQ1045.Click photographs - Photos may exist for this station.
 OQ1045
 OQ1045.The dynamic height is computed by dividing the NAVD 88
 OQ1045.geopotential number by the normal gravity value computed on the
 OQ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1045.degrees latitude (g = 980.6199 gals.).
 OQ1045
 OQ1045.The modeled gravity was interpolated from observed gravity values.
 OQ1045
 OQ1045;                    North         East    Units  Estimated Accuracy
 OQ1045;SPC SD S     -   181,710.      887,070.      MT  (+/- 180 meters Scaled)
 OQ1045
 OQ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP800646(NAD 83)
 OQ1045
 OQ1045                          SUPERSEDED SURVEY CONTROL
 OQ1045
 OQ1045.No superseded survey control is available for this station.
 OQ1045
 OQ1045_MARKER: Z = SEE DESCRIPTION
 OQ1045_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1045_STAMPING: I29-105.3 1990
 OQ1045_MARK LOGO: NGS
 OQ1045_PROJECTION: FLUSH
 OQ1045_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1045+STABILITY: POSITION/ELEVATION WELL
 OQ1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1045+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OQ1045_ROD/PIPE-DEPTH: 6.4 meters
 OQ1045_SLEEVE-DEPTH  : 2.0 meters
 OQ1045
 OQ1045  HISTORY     - Date     Condition        Report By
 OQ1045  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1045  HISTORY     - 19900523 GOOD             NGS
 OQ1045  HISTORY     - 19910619 GOOD             NGS
 OQ1045  HISTORY     - 20110317 GOOD             INDIV
 OQ1045
 OQ1045                          STATION DESCRIPTION
 OQ1045
 OQ1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1045'7.3 KM (4.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1045'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.8 KM (0.5 MI)
 OQ1045'NORTH OF A HIGHWAY OVERPASS (EXIT 104), 0.4 KM (0.2 MI) NORTH OF
 OQ1045'MILEPOST 105, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ1045'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 56.8 M
 OQ1045'(186.4 FT) SOUTH OF A T-FENCE, 34.2 M (112.2 FT) EAST OF THE
 OQ1045'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 OQ1045'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS
 OQ1045'POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1045'LOGO CAP THEN THROUGH A 4-INCH PVC CAP.
 OQ1045
 OQ1045                          STATION RECOVERY (1991)
 OQ1045
 OQ1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1045'7.3 KM (4.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1045'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.8 KM (0.5 MI)
 OQ1045'NORTH OF A HIGHWAY OVERPASS (EXIT 104), 0.4 KM (0.2 MI) NORTH OF
 OQ1045'MILEPOST 105, A STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON
 OQ1045'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH IRON PIPE, 56.8 M
 OQ1045'(186.4 FT) SOUTH OF A T-FENCE, 34.2 M (112.2 FT) EAST OF THE
 OQ1045'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 OQ1045'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS
 OQ1045'POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1045'LOGO CAP THEN THROUGH A 4-INCH PVC CAP.
 OQ1045
 OQ1045                          STATION RECOVERY (2011)
 OQ1045
 OQ1045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1046 ***********************************************************************
 OQ1046  DESIGNATION -  I29 105.8
 OQ1046  PID         -  OQ1046
 OQ1046  STATE/COUNTY-  SD/MOODY
 OQ1046  COUNTRY     -  US
 OQ1046  USGS QUAD   -  COLMAN (2017)
 OQ1046
 OQ1046                         *CURRENT SURVEY CONTROL
 OQ1046  ______________________________________________________________________
 OQ1046* NAD 83(1986) POSITION- 43 55 14.     (N) 096 45 30.     (W)   SCALED
 OQ1046* NAVD 88 ORTHO HEIGHT -   478.700 (meters)     1570.53  (feet) ADJUSTED
 OQ1046  ______________________________________________________________________
 OQ1046  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 OQ1046  DYNAMIC HEIGHT  -        478.588 (meters)     1570.17  (feet) COMP
 OQ1046  MODELED GRAVITY -    980,369.6   (mgal)                       NAVD 88
 OQ1046
 OQ1046  VERT ORDER      -  FIRST     CLASS II
 OQ1046
 OQ1046.The horizontal coordinates were scaled from a map and have
 OQ1046.an estimated accuracy of +/- 6 seconds.
 OQ1046
 OQ1046.The orthometric height was determined by differential leveling and
 OQ1046.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1046.in September 1993.
 OQ1046
 OQ1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1046.GEOID18 height accuracy estimate available here.
 OQ1046
 OQ1046.Click photographs - Photos may exist for this station.
 OQ1046
 OQ1046.The dynamic height is computed by dividing the NAVD 88
 OQ1046.geopotential number by the normal gravity value computed on the
 OQ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1046.degrees latitude (g = 980.6199 gals.).
 OQ1046
 OQ1046.The modeled gravity was interpolated from observed gravity values.
 OQ1046
 OQ1046;                    North         East    Units  Estimated Accuracy
 OQ1046;SPC SD S     -   182,510.      887,010.      MT  (+/- 180 meters Scaled)
 OQ1046
 OQ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799654(NAD 83)
 OQ1046
 OQ1046                          SUPERSEDED SURVEY CONTROL
 OQ1046
 OQ1046.No superseded survey control is available for this station.
 OQ1046
 OQ1046_MARKER: Z = SEE DESCRIPTION
 OQ1046_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1046_STAMPING: I29-105.8 1990
 OQ1046_MARK LOGO: NGS
 OQ1046_PROJECTION: FLUSH
 OQ1046_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1046+STABILITY: POSITION/ELEVATION WELL
 OQ1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1046+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OQ1046_ROD/PIPE-DEPTH: 6.4 meters
 OQ1046_SLEEVE-DEPTH  : 2.0 meters
 OQ1046
 OQ1046  HISTORY     - Date     Condition        Report By
 OQ1046  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1046  HISTORY     - 19900523 GOOD             NGS
 OQ1046  HISTORY     - 19910619 GOOD             NGS
 OQ1046  HISTORY     - 20110317 GOOD             INDIV
 OQ1046
 OQ1046                          STATION DESCRIPTION
 OQ1046
 OQ1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1046'6.5 KM (4.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1046'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.25 KM (0.78 MI)
 OQ1046'NORTH OF MILEPOST 105, 0.3 KM (0.2 MI) NORTH OF BACHELOR CHEEK, A
 OQ1046'STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS
 OQ1046'ATTACHED TO A 1-1/2 INCH IRON PIPE, 55.7 M (182.7 FT) SOUTH OF A
 OQ1046'T-FENCE CORNER, 48.0 M (157.5 FT) SOUTH OF THE EXTENDED CENTER OF AN
 OQ1046'ABANDONED SECTION LINE ROAD, 31.4 EAST OF THE CENTERLINE OF THE
 OQ1046'NORTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 OQ1046'THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1046'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1046'THROUGH A 4-INCH PVC CAP.
 OQ1046
 OQ1046                          STATION RECOVERY (1991)
 OQ1046
 OQ1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1046'6.5 KM (4.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1046'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.25 KM (0.78 MI)
 OQ1046'NORTH OF MILEPOST 105, 0.3 KM (0.2 MI) NORTH OF BACHELOR CHEEK, A
 OQ1046'STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS
 OQ1046'ATTACHED TO A 1-1/2 INCH IRON PIPE, 55.7 M (182.7 FT) SOUTH OF A
 OQ1046'T-FENCE CORNER, 48.0 M (157.5 FT) SOUTH OF THE EXTENDED CENTER OF AN
 OQ1046'ABANDONED SECTION LINE ROAD, 31.4 EAST OF THE CENTERLINE OF THE
 OQ1046'NORTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 OQ1046'THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1046'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1046'THROUGH A 4-INCH PVC CAP.
 OQ1046
 OQ1046                          STATION RECOVERY (2011)
 OQ1046
 OQ1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1047 ***********************************************************************
 OQ1047  FBN         -  This is a Federal Base Network Control Station.
 OQ1047  DESIGNATION -  I29 107.0
 OQ1047  PID         -  OQ1047
 OQ1047  STATE/COUNTY-  SD/MOODY
 OQ1047  COUNTRY     -  US
 OQ1047  USGS QUAD   -  COLMAN (2017)
 OQ1047
 OQ1047                         *CURRENT SURVEY CONTROL
 OQ1047  ______________________________________________________________________
 OQ1047* NAD 83(2011) POSITION- 43 56 14.39605(N) 096 45 28.94191(W)   ADJUSTED
 OQ1047* NAD 83(2011) ELLIP HT-   476.052 (meters)        (06/27/12)   ADJUSTED
 OQ1047* NAD 83(2011) EPOCH   -  2010.00
 OQ1047* NAVD 88 ORTHO HEIGHT -   502.003 (meters)     1646.99  (feet) ADJUSTED
 OQ1047  ______________________________________________________________________
 OQ1047  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 OQ1047  NAD 83(2011) X  -   -541,389.886 (meters)                     COMP
 OQ1047  NAD 83(2011) Y  - -4,568,687.861 (meters)                     COMP
 OQ1047  NAD 83(2011) Z  -  4,403,410.439 (meters)                     COMP
 OQ1047  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 OQ1047  DYNAMIC HEIGHT  -        501.886 (meters)     1646.60  (feet) COMP
 OQ1047  MODELED GRAVITY -    980,368.7   (mgal)                       NAVD 88
 OQ1047
 OQ1047  VERT ORDER      -  FIRST     CLASS II
 OQ1047
 OQ1047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1047  Standards:
 OQ1047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1047  -------------------------------------------------------------------
 OQ1047  NETWORK    0.40   0.88           0.18   0.14   0.45      0.03216198
 OQ1047  -------------------------------------------------------------------
 OQ1047  Click here for local accuracies and other accuracy information.
 OQ1047
 OQ1047.The horizontal coordinates were established by GPS observations
 OQ1047.and adjusted by the National Geodetic Survey in June 2012.
 OQ1047
 OQ1047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1047.been affixed to the stable North American tectonic plate. See 
 OQ1047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1047
 OQ1047.The horizontal coordinates are valid at the epoch date displayed above
 OQ1047.which is a decimal equivalence of Year/Month/Day.
 OQ1047
 OQ1047.The orthometric height was determined by differential leveling and
 OQ1047.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1047.in September 1993.
 OQ1047
 OQ1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1047.GEOID18 height accuracy estimate available here.
 OQ1047
 OQ1047.Click photographs - Photos may exist for this station.
 OQ1047
 OQ1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1047
 OQ1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1047
 OQ1047.The ellipsoidal height was determined by GPS observations
 OQ1047.and is referenced to NAD 83.
 OQ1047
 OQ1047.The dynamic height is computed by dividing the NAVD 88
 OQ1047.geopotential number by the normal gravity value computed on the
 OQ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1047.degrees latitude (g = 980.6199 gals.).
 OQ1047
 OQ1047.The modeled gravity was interpolated from observed gravity values.
 OQ1047
 OQ1047. The following values were computed from the NAD 83(2011) position.
 OQ1047
 OQ1047;                    North         East     Units Scale Factor Converg.
 OQ1047;SPC SD S     -   184,369.499   886,951.437   MT  0.99992234   +2 27 59.1
 OQ1047;SPC SD S     -   604,885.60  2,909,939.84   sFT  0.99992234   +2 27 59.1
 OQ1047;UTM  14      - 4,867,355.887   679,938.058   MT  0.99999824   +1 33 21.8
 OQ1047
 OQ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1047!SPC SD S     -   0.99992536  x   0.99992234  =   0.99984770
 OQ1047!UTM  14      -   0.99992536  x   0.99999824  =   0.99992360
 OQ1047
 OQ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7993867355(NAD 83)
 OQ1047
 OQ1047                          SUPERSEDED SURVEY CONTROL
 OQ1047
 OQ1047  NAD 83(2007)-  43 56 14.39602(N)    096 45 28.94284(W) AD(2002.00) 0
 OQ1047  ELLIP H (02/10/07)  476.085  (m)                       GP(2002.00)    
 OQ1047  ELLIP H (06/23/03)  476.101  (m)                       GP(       ) 3 1
 OQ1047  NAD 83(1996)-  43 56 14.39565(N)    096 45 28.94203(W) AD(       ) B
 OQ1047  ELLIP H (04/18/97)  476.105  (m)                       GP(       ) 4 1
 OQ1047  NAVD 88             502.00   (m)         1647.0    (f) LEVELING    3  
 OQ1047
 OQ1047.Superseded values are not recommended for survey control.
 OQ1047
 OQ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1047.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1047
 OQ1047_MARKER: Z = SEE DESCRIPTION
 OQ1047_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1047_STAMPING: I29-107.0 1990
 OQ1047_MARK LOGO: SDDT
 OQ1047_PROJECTION: FLUSH
 OQ1047_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1047+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2015
 OQ1047_ROD/PIPE-DEPTH: 6.40 meters
 OQ1047_SLEEVE-DEPTH  : 1.80 meters
 OQ1047
 OQ1047  HISTORY     - Date     Condition        Report By
 OQ1047  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1047  HISTORY     - 19900524 GOOD             NGS
 OQ1047  HISTORY     - 19910619 GOOD             NGS
 OQ1047  HISTORY     - 19960617 GOOD             NGS
 OQ1047  HISTORY     - 20020604 GOOD             SDDT
 OQ1047  HISTORY     - 20080903 GOOD             SDDT
 OQ1047  HISTORY     - 20110317 GOOD             INDIV
 OQ1047  HISTORY     - 20151001 GOOD             MNDT
 OQ1047
 OQ1047                          STATION DESCRIPTION
 OQ1047
 OQ1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1047'4.6 KM (2.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1047'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.2 KM (0.1 MI)
 OQ1047'NORTH OF THE JUNCTION OF A COUNTY ROAD, A STAINLESS STEEL BALL EPOXIED
 OQ1047'TO THE TOP OF AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 IRON PIPE,
 OQ1047'92.0 M (301.8 FT) SOUTH-SOUTHEAST OF MILEPOST 107, 42.6 M (139.8 FT)
 OQ1047'SOUTHEAST OF THE SOUTHEAST END OF A CABLE GUARDRAIL, 33.5 M
 OQ1047'(109.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1047'HIGHWAY, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 OQ1047'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1047'POINT IS THROUGH A 5-INCH LOGO CAP THEN THROUGH A 4-INCH PVC CAP.
 OQ1047
 OQ1047                          STATION RECOVERY (1991)
 OQ1047
 OQ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1047'4.6 KM (2.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1047'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.2 KM (0.1 MI)
 OQ1047'NORTH OF THE JUNCTION OF A COUNTY ROAD, A STAINLESS STEEL BALL EPOXIED
 OQ1047'TO THE TOP OF AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 IRON PIPE,
 OQ1047'92.0 M (301.8 FT) SOUTH-SOUTHEAST OF MILEPOST 107, 42.6 M (139.8 FT)
 OQ1047'SOUTHEAST OF THE SOUTHEAST END OF A CABLE GUARDRAIL, 33.5 M
 OQ1047'(109.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1047'HIGHWAY, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 OQ1047'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1047'POINT IS THROUGH A 5-INCH LOGO CAP THEN THROUGH A 4-INCH PVC CAP.
 OQ1047
 OQ1047                          STATION RECOVERY (1996)
 OQ1047
 OQ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1047'THE STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) SOUTHWEST OF LONE TREE
 OQ1047'AND 4.6 KM (2.85 MI) SOUTH OF STATE HIGHWAY 34, ON INTERSTATE HIGHWAY
 OQ1047'29 AT MILEPOST 107.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 OQ1047'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND STATE
 OQ1047'HIGHWAY 34 (COLMAN EXIT 109), GO SOUTH ON INTERSTATE HIGHWAY 29 FOR
 OQ1047'4.6 KM (2.85 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 OQ1047'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 OQ1047'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 92.0 M (301.8
 OQ1047'FT) SOUTH-SOUTHEAST OF MILEPOST 107, 33.5 M (109.9 FT) EAST OF THE
 OQ1047'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT)
 OQ1047'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A METAL GUARD
 OQ1047'POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1047'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1047'A 4-INCH PVC CAP.
 OQ1047
 OQ1047                          STATION RECOVERY (2002)
 OQ1047
 OQ1047'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OQ1047'RECOVERED AS DESCRIBED
 OQ1047'
 OQ1047
 OQ1047                          STATION RECOVERY (2008)
 OQ1047
 OQ1047'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 OQ1047'RECOVERED AS DESCRIBED
 OQ1047
 OQ1047                          STATION RECOVERY (2011)
 OQ1047
 OQ1047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1047'RECOVERED IN GOOD CONDITION.
 OQ1047
 OQ1047                          STATION RECOVERY (2015)
 OQ1047
 OQ1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 OQ1047'2.85 MILES SOUTH ON TRUNK HIGHWAY 34 FROM JUNCTION OF INTERSTATE
 OQ1047'HIGHWAY 29 AND TRUNK HIGHWAY 34, 109.9 FEET EAST OF THE NORTHBOUND
 OQ1047'LANES OF THE HIGHWAY, 1.3 FEET EAST OF A METAL GUARD POST, 1.0 FOOT
 OQ1047'WEST OF A WITNESS POST. ON INTERSTATE HIGHWAY 29 AT MILEPOST 107.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1050 ***********************************************************************
 OQ1050  DESIGNATION -  I29 110.0
 OQ1050  PID         -  OQ1050
 OQ1050  STATE/COUNTY-  SD/MOODY
 OQ1050  COUNTRY     -  US
 OQ1050  USGS QUAD   -  COLMAN (2017)
 OQ1050
 OQ1050                         *CURRENT SURVEY CONTROL
 OQ1050  ______________________________________________________________________
 OQ1050* NAD 83(1986) POSITION- 43 58 57.     (N) 096 45 27.     (W)   SCALED
 OQ1050* NAVD 88 ORTHO HEIGHT -   513.589 (meters)     1685.00  (feet) ADJUSTED
 OQ1050  ______________________________________________________________________
 OQ1050  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 OQ1050  DYNAMIC HEIGHT  -        513.468 (meters)     1684.60  (feet) COMP
 OQ1050  MODELED GRAVITY -    980,367.0   (mgal)                       NAVD 88
 OQ1050
 OQ1050  VERT ORDER      -  FIRST     CLASS II
 OQ1050
 OQ1050.The horizontal coordinates were scaled from a map and have
 OQ1050.an estimated accuracy of +/- 6 seconds.
 OQ1050
 OQ1050.The orthometric height was determined by differential leveling and
 OQ1050.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1050.in June 1991.
 OQ1050
 OQ1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1050.GEOID18 height accuracy estimate available here.
 OQ1050
 OQ1050.Click photographs - Photos may exist for this station.
 OQ1050
 OQ1050.The dynamic height is computed by dividing the NAVD 88
 OQ1050.geopotential number by the normal gravity value computed on the
 OQ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1050.degrees latitude (g = 980.6199 gals.).
 OQ1050
 OQ1050.The modeled gravity was interpolated from observed gravity values.
 OQ1050
 OQ1050;                    North         East    Units  Estimated Accuracy
 OQ1050;SPC SD S     -   189,390.      886,780.      MT  (+/- 180 meters Scaled)
 OQ1050
 OQ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP798723(NAD 83)
 OQ1050
 OQ1050                          SUPERSEDED SURVEY CONTROL
 OQ1050
 OQ1050.No superseded survey control is available for this station.
 OQ1050
 OQ1050_MARKER: Z = SEE DESCRIPTION
 OQ1050_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1050_STAMPING: I29-110.0
 OQ1050_MARK LOGO: NGS
 OQ1050_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1050_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1050+STABILITY: POSITION/ELEVATION WELL
 OQ1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1050+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2011
 OQ1050_ROD/PIPE-DEPTH: 6.4 meters
 OQ1050_SLEEVE-DEPTH  : 2.0 meters
 OQ1050
 OQ1050  HISTORY     - Date     Condition        Report By
 OQ1050  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1050  HISTORY     - 19900524 GOOD             NGS
 OQ1050  HISTORY     - 19910619 GOOD             NGS
 OQ1050  HISTORY     - 20080903 GOOD             SDDT
 OQ1050  HISTORY     - 20110318 GOOD             INDIV
 OQ1050
 OQ1050                          STATION DESCRIPTION
 OQ1050
 OQ1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1050'0.4 KM (0.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1050'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), A STAINLESS STEEL
 OQ1050'BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS ATTACHED TO A
 OQ1050'1-1/2 INCH IRON PIPE, 42.0 M (137.8 FT) EAST OF AND LEVEL WITH THE
 OQ1050'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 24.6 M (80.7 FT)
 OQ1050'EAST-NORTHEAST OF THE CENTER OF A NORTHBOUND ON RAMP (EXIT 109), 7.4 M
 OQ1050'(24.3 FT) SOUTH-SOUTHEAST OF THE MOST SOUTHERLY 1 OF 3 FENCE BRACE
 OQ1050'POST, 6.7 M (22.0 FT) SOUTH OF THE MOST SOUTHWESTERLY 1 OF 3 UTILITY
 OQ1050'POLES, AND 0.4 M (1.3 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE.
 OQ1050'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAN AND THEN
 OQ1050'THROUGH A 4-INCH PVC CAP.
 OQ1050
 OQ1050                          STATION RECOVERY (1991)
 OQ1050
 OQ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1050'0.4 KM (0.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1050'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), A STAINLESS STEEL
 OQ1050'BALL EPOXIED TO THE TOP OF AN IRON PIPE CAP THAT IS ATTACHED TO A
 OQ1050'1-1/2 INCH IRON PIPE, 42.0 M (137.8 FT) EAST OF AND LEVEL WITH THE
 OQ1050'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 24.6 M (80.7 FT)
 OQ1050'EAST-NORTHEAST OF THE CENTER OF A NORTHBOUND ON RAMP (EXIT 109), 7.4 M
 OQ1050'(24.3 FT) SOUTH-SOUTHEAST OF THE MOST SOUTHERLY 1 OF 3 FENCE BRACE
 OQ1050'POST, 6.7 M (22.0 FT) SOUTH OF THE MOST SOUTHWESTERLY 1 OF 3 UTILITY
 OQ1050'POLES, AND 0.4 M (1.3 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE.
 OQ1050'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAN AND THEN
 OQ1050'THROUGH A 4-INCH PVC CAP.
 OQ1050
 OQ1050                          STATION RECOVERY (2008)
 OQ1050
 OQ1050'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 OQ1050'RECOVERED AS DESCRIBED
 OQ1050
 OQ1050                          STATION RECOVERY (2011)
 OQ1050
 OQ1050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1019 ***********************************************************************
 PR1019  DESIGNATION -  I29 112.2
 PR1019  PID         -  PR1019
 PR1019  STATE/COUNTY-  SD/MOODY
 PR1019  COUNTRY     -  US
 PR1019  USGS QUAD   -  RUTLAND SE (2017)
 PR1019
 PR1019                         *CURRENT SURVEY CONTROL
 PR1019  ______________________________________________________________________
 PR1019* NAD 83(1986) POSITION- 44 00 49.     (N) 096 45 31.     (W)   SCALED
 PR1019* NAVD 88 ORTHO HEIGHT -   507.806 (meters)     1666.03  (feet) ADJUSTED
 PR1019  ______________________________________________________________________
 PR1019  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 PR1019  DYNAMIC HEIGHT  -        507.687 (meters)     1665.64  (feet) COMP
 PR1019  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 PR1019
 PR1019  VERT ORDER      -  FIRST     CLASS II
 PR1019
 PR1019.The horizontal coordinates were scaled from a map and have
 PR1019.an estimated accuracy of +/- 6 seconds.
 PR1019
 PR1019.The orthometric height was determined by differential leveling and
 PR1019.adjusted by the NATIONAL GEODETIC SURVEY
 PR1019.in October 1997.
 PR1019
 PR1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1019.GEOID18 height accuracy estimate available here.
 PR1019
 PR1019.Click photographs - Photos may exist for this station.
 PR1019
 PR1019.The dynamic height is computed by dividing the NAVD 88
 PR1019.geopotential number by the normal gravity value computed on the
 PR1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1019.degrees latitude (g = 980.6199 gals.).
 PR1019
 PR1019.The modeled gravity was interpolated from observed gravity values.
 PR1019
 PR1019;                    North         East    Units  Estimated Accuracy
 PR1019;SPC SD S     -   192,840.      886,540.      MT  (+/- 180 meters Scaled)
 PR1019
 PR1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP796758(NAD 83)
 PR1019
 PR1019                          SUPERSEDED SURVEY CONTROL
 PR1019
 PR1019  NAVD 88 (06/15/91)  507.810  (m)         1666.04   (f) SUPERSEDED  1 2
 PR1019
 PR1019.Superseded values are not recommended for survey control.
 PR1019
 PR1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1019.See file dsdata.pdf to determine how the superseded data were derived.
 PR1019
 PR1019_MARKER: Z = SEE DESCRIPTION
 PR1019_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1019_STAMPING: I29-112.2 1990
 PR1019_MARK LOGO: NGS
 PR1019_PROJECTION: PROJECTING 6 CENTIMETERS
 PR1019_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1019+STABILITY: POSITION/ELEVATION WELL
 PR1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1019+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2012
 PR1019_ROD/PIPE-DEPTH: 6.4 meters
 PR1019_SLEEVE-DEPTH  : 2.0 meters
 PR1019
 PR1019  HISTORY     - Date     Condition        Report By
 PR1019  HISTORY     - 1990     MONUMENTED       SDDT
 PR1019  HISTORY     - 19900524 GOOD             NGS
 PR1019  HISTORY     - 20120430 GOOD             USGS
 PR1019
 PR1019                          STATION DESCRIPTION
 PR1019
 PR1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1019'3.9 KM (2.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1019'JUNCTION WITH STATE HIGHWAY 38 (COLEMAN EXIT 104), 0.3 KM (0.2 MI)
 PR1019'NORTH OF MILEPOST 112, 31.3 M (102.7 FT) EAST OF THE CENTERLINE OF THE
 PR1019'NORTHBOUND LANES OF THE HIGHWAY, 19.0 M (62.3 FT) SOUTH OF A T-FENCE
 PR1019'CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 PR1019'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS
 PR1019'A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 PR1019'TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 PR1019'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PR1019
 PR1019                          STATION RECOVERY (2012)
 PR1019
 PR1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2012 (RFT)
 PR1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1020 ***********************************************************************
 PR1020  DESIGNATION -  I29 113.1
 PR1020  PID         -  PR1020
 PR1020  STATE/COUNTY-  SD/MOODY
 PR1020  COUNTRY     -  US
 PR1020  USGS QUAD   -  RUTLAND SE (2017)
 PR1020
 PR1020                         *CURRENT SURVEY CONTROL
 PR1020  ______________________________________________________________________
 PR1020* NAD 83(1986) POSITION- 44 01 37.     (N) 096 45 31.     (W)   SCALED
 PR1020* NAVD 88 ORTHO HEIGHT -   501.019 (meters)     1643.76  (feet) ADJUSTED
 PR1020  ______________________________________________________________________
 PR1020  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 PR1020  DYNAMIC HEIGHT  -        500.902 (meters)     1643.38  (feet) COMP
 PR1020  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 PR1020
 PR1020  VERT ORDER      -  FIRST     CLASS II
 PR1020
 PR1020.The horizontal coordinates were scaled from a map and have
 PR1020.an estimated accuracy of +/- 6 seconds.
 PR1020
 PR1020.The orthometric height was determined by differential leveling and
 PR1020.adjusted by the NATIONAL GEODETIC SURVEY
 PR1020.in October 1997.
 PR1020
 PR1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1020.GEOID18 height accuracy estimate available here.
 PR1020
 PR1020.Click photographs - Photos may exist for this station.
 PR1020
 PR1020.The dynamic height is computed by dividing the NAVD 88
 PR1020.geopotential number by the normal gravity value computed on the
 PR1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1020.degrees latitude (g = 980.6199 gals.).
 PR1020
 PR1020.The modeled gravity was interpolated from observed gravity values.
 PR1020
 PR1020;                    North         East    Units  Estimated Accuracy
 PR1020;SPC SD S     -   194,320.      886,480.      MT  (+/- 180 meters Scaled)
 PR1020
 PR1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP796773(NAD 83)
 PR1020
 PR1020                          SUPERSEDED SURVEY CONTROL
 PR1020
 PR1020  NAVD 88 (06/15/91)  501.023  (m)         1643.77   (f) SUPERSEDED  1 2
 PR1020
 PR1020.Superseded values are not recommended for survey control.
 PR1020
 PR1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1020.See file dsdata.pdf to determine how the superseded data were derived.
 PR1020
 PR1020_MARKER: Z = SEE DESCRIPTION
 PR1020_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1020_STAMPING: I29-113.1 1990
 PR1020_MARK LOGO: NGS
 PR1020_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1020_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1020+STABILITY: POSITION/ELEVATION WELL
 PR1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1020+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 PR1020_ROD/PIPE-DEPTH: 6.4 meters
 PR1020_SLEEVE-DEPTH  : 2.0 meters
 PR1020
 PR1020  HISTORY     - Date     Condition        Report By
 PR1020  HISTORY     - 1990     MONUMENTED       SDDT
 PR1020  HISTORY     - 19900524 GOOD             NGS
 PR1020  HISTORY     - 20110330 POOR             INDIV
 PR1020
 PR1020                          STATION DESCRIPTION
 PR1020
 PR1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1020'5.3 KM (3.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1020'JUNCTION WITH STATE HIGHWAY 34 (COELMAN EXIT 104), 0.2 KM (0.1 MI)
 PR1020'NORTH OF MILEPOST 113, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE
 PR1020'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 PR1020'THE HIGHWAY, AND 0.35 M (1.15 FT) WEST OF A WITNESS POST AND FENCE.
 PR1020'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1020'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1020'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1020'PVC CAP.
 PR1020
 PR1020                          STATION RECOVERY (2011)
 PR1020
 PR1020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR1020'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1022 ***********************************************************************
 PR1022  DESIGNATION -  I29 115.0
 PR1022  PID         -  PR1022
 PR1022  STATE/COUNTY-  SD/MOODY
 PR1022  COUNTRY     -  US
 PR1022  USGS QUAD   -  RUTLAND SE (2017)
 PR1022
 PR1022                         *CURRENT SURVEY CONTROL
 PR1022  ______________________________________________________________________
 PR1022* NAD 83(1986) POSITION- 44 03 11.     (N) 096 45 28.     (W)   SCALED
 PR1022* NAVD 88 ORTHO HEIGHT -   505.567 (meters)     1658.68  (feet) ADJUSTED
 PR1022  ______________________________________________________________________
 PR1022  GEOID HEIGHT    -        -25.922 (meters)                     GEOID18
 PR1022  DYNAMIC HEIGHT  -        505.451 (meters)     1658.30  (feet) COMP
 PR1022  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 PR1022
 PR1022  VERT ORDER      -  FIRST     CLASS II
 PR1022
 PR1022.The horizontal coordinates were scaled from a map and have
 PR1022.an estimated accuracy of +/- 6 seconds.
 PR1022
 PR1022.The orthometric height was determined by differential leveling and
 PR1022.adjusted by the NATIONAL GEODETIC SURVEY
 PR1022.in October 1997.
 PR1022
 PR1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1022.GEOID18 height accuracy estimate available here.
 PR1022
 PR1022.Click photographs - Photos may exist for this station.
 PR1022
 PR1022.The dynamic height is computed by dividing the NAVD 88
 PR1022.geopotential number by the normal gravity value computed on the
 PR1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1022.degrees latitude (g = 980.6199 gals.).
 PR1022
 PR1022.The modeled gravity was interpolated from observed gravity values.
 PR1022
 PR1022;                    North         East    Units  Estimated Accuracy
 PR1022;SPC SD S     -   197,220.      886,420.      MT  (+/- 180 meters Scaled)
 PR1022
 PR1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP796802(NAD 83)
 PR1022
 PR1022                          SUPERSEDED SURVEY CONTROL
 PR1022
 PR1022  NAVD 88 (06/15/91)  505.573  (m)         1658.70   (f) SUPERSEDED  1 2
 PR1022
 PR1022.Superseded values are not recommended for survey control.
 PR1022
 PR1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1022.See file dsdata.pdf to determine how the superseded data were derived.
 PR1022
 PR1022_MARKER: Z = SEE DESCRIPTION
 PR1022_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1022_STAMPING: I29-115.0 1990
 PR1022_MARK LOGO: NGS
 PR1022_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1022_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1022+STABILITY: POSITION/ELEVATION WELL
 PR1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1022+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2011
 PR1022_ROD/PIPE-DEPTH: 6.4 meters
 PR1022_SLEEVE-DEPTH  : 2.0 meters
 PR1022
 PR1022  HISTORY     - Date     Condition        Report By
 PR1022  HISTORY     - 1990     MONUMENTED       SDDT
 PR1022  HISTORY     - 19900524 GOOD             NGS
 PR1022  HISTORY     - 20110328 GOOD             INDIV
 PR1022
 PR1022                          STATION DESCRIPTION
 PR1022
 PR1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1022'8.2 KM (5.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1022'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 171.0 M
 PR1022'(561.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 32 (EXIT 114),
 PR1022'140.0 M (459.3 FT) SOUTHEAST OF MILEPOST 115, 93.0 M (305.1 FT) SOUTH
 PR1022'OF A T-FENCE CORNER, 83.0 M (272.3 FT) EAST OF THE CENTERLINE OF THE
 PR1022'NORTHBOUND LANES OF THE HIGHWAY, 25.3 M (83.0 FT) EAST-NORTHEAST OF
 PR1022'THE CENTER OF THE NORTHBOUND ON RAMP OF EXIT 114, 2.3 M (7.5 FT)
 PR1022'NORTH-NORTHWEST OF MOST NORTHWESTERLY OF 2 FENCE BRACE POSTS, AND 0.3
 PR1022'M (1.0 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE
 PR1022'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 PR1022'THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM
 PR1022'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE
 PR1022'SCREW CAP.
 PR1022
 PR1022                          STATION RECOVERY (2011)
 PR1022
 PR1022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR1022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1024 ***********************************************************************
 PR1024  DESIGNATION -  I29 116.7
 PR1024  PID         -  PR1024
 PR1024  STATE/COUNTY-  SD/MOODY
 PR1024  COUNTRY     -  US
 PR1024  USGS QUAD   -  RUTLAND SE (2017)
 PR1024
 PR1024                         *CURRENT SURVEY CONTROL
 PR1024  ______________________________________________________________________
 PR1024* NAD 83(1986) POSITION- 44 04 42.     (N) 096 45 33.     (W)   SCALED
 PR1024* NAVD 88 ORTHO HEIGHT -   507.757 (meters)     1665.87  (feet) ADJUSTED
 PR1024  ______________________________________________________________________
 PR1024  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 PR1024  DYNAMIC HEIGHT  -        507.642 (meters)     1665.49  (feet) COMP
 PR1024  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PR1024
 PR1024  VERT ORDER      -  FIRST     CLASS II
 PR1024
 PR1024.The horizontal coordinates were scaled from a map and have
 PR1024.an estimated accuracy of +/- 6 seconds.
 PR1024
 PR1024.The orthometric height was determined by differential leveling and
 PR1024.adjusted by the NATIONAL GEODETIC SURVEY
 PR1024.in October 1997.
 PR1024
 PR1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1024.GEOID18 height accuracy estimate available here.
 PR1024
 PR1024.Click photographs - Photos may exist for this station.
 PR1024
 PR1024.The dynamic height is computed by dividing the NAVD 88
 PR1024.geopotential number by the normal gravity value computed on the
 PR1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1024.degrees latitude (g = 980.6199 gals.).
 PR1024
 PR1024.The modeled gravity was interpolated from observed gravity values.
 PR1024
 PR1024;                    North         East    Units  Estimated Accuracy
 PR1024;SPC SD S     -   200,020.      886,190.      MT  (+/- 180 meters Scaled)
 PR1024
 PR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP794830(NAD 83)
 PR1024
 PR1024                          SUPERSEDED SURVEY CONTROL
 PR1024
 PR1024  NAVD 88 (06/15/91)  507.765  (m)         1665.89   (f) SUPERSEDED  1 2
 PR1024
 PR1024.Superseded values are not recommended for survey control.
 PR1024
 PR1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1024.See file dsdata.pdf to determine how the superseded data were derived.
 PR1024
 PR1024_MARKER: Z = SEE DESCRIPTION
 PR1024_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1024_STAMPING: I29-116.7 1990
 PR1024_MARK LOGO: NGS
 PR1024_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1024_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1024+STABILITY: POSITION/ELEVATION WELL
 PR1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1024+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1990
 PR1024_ROD/PIPE-DEPTH: 6.4 meters
 PR1024_SLEEVE-DEPTH  : 2.0 meters
 PR1024
 PR1024  HISTORY     - Date     Condition        Report By
 PR1024  HISTORY     - 1990     MONUMENTED       SDDT
 PR1024  HISTORY     - 19900530 GOOD             NGS
 PR1024
 PR1024                          STATION DESCRIPTION
 PR1024
 PR1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1024'11.1 KM (6.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1024'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 1.2 KM (0.7 MI)
 PR1024'NORTH OF MILEPOST 116, 200.0 M (656.2 FT) SOUTH OF THE CENTER OF A
 PR1024'COUNTY ROAD, 31.4 M (103.0 FT) EAST OF THE CENTERLINE OF THE
 PR1024'SOUTHBOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT) NORTH OF THE MOST
 PR1024'NORTHERLY OF 2 FENCE BRACE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 PR1024'THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE.
 PR1024'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1024'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1024'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1024'PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1027 ***********************************************************************
 PR1027  CBN         -  This is a Cooperative Base Network Control Station.
 PR1027  DESIGNATION -  I29 120.1
 PR1027  PID         -  PR1027
 PR1027  STATE/COUNTY-  SD/MOODY
 PR1027  COUNTRY     -  US
 PR1027  USGS QUAD   -  MEDARY (2017)
 PR1027
 PR1027                         *CURRENT SURVEY CONTROL
 PR1027  ______________________________________________________________________
 PR1027* NAD 83(2011) POSITION- 44 07 35.76388(N) 096 45 31.27424(W)   ADJUSTED
 PR1027* NAD 83(2011) ELLIP HT-   487.180 (meters)        (06/27/12)   ADJUSTED
 PR1027* NAD 83(2011) EPOCH   -  2010.00
 PR1027* NAVD 88 ORTHO HEIGHT -   513.020 (meters)     1683.13  (feet) ADJUSTED
 PR1027  ______________________________________________________________________
 PR1027  GEOID HEIGHT    -        -25.828 (meters)                     GEOID18
 PR1027  NAD 83(2011) X  -   -539,722.084 (meters)                     COMP
 PR1027  NAD 83(2011) Y  - -4,554,172.928 (meters)                     COMP
 PR1027  NAD 83(2011) Z  -  4,418,539.020 (meters)                     COMP
 PR1027  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 PR1027  DYNAMIC HEIGHT  -        512.907 (meters)     1682.76  (feet) COMP
 PR1027  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 PR1027
 PR1027  VERT ORDER      -  FIRST     CLASS II
 PR1027
 PR1027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1027  Standards:
 PR1027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1027  -------------------------------------------------------------------
 PR1027  NETWORK    0.64   1.94           0.29   0.22   0.99     -0.15833610
 PR1027  -------------------------------------------------------------------
 PR1027  Click here for local accuracies and other accuracy information.
 PR1027
 PR1027.The horizontal coordinates were established by GPS observations
 PR1027.and adjusted by the National Geodetic Survey in June 2012.
 PR1027
 PR1027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1027.been affixed to the stable North American tectonic plate. See 
 PR1027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1027
 PR1027.The horizontal coordinates are valid at the epoch date displayed above
 PR1027.which is a decimal equivalence of Year/Month/Day.
 PR1027
 PR1027.The orthometric height was determined by differential leveling and
 PR1027.adjusted by the NATIONAL GEODETIC SURVEY
 PR1027.in October 1997.
 PR1027
 PR1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1027.GEOID18 height accuracy estimate available here.
 PR1027
 PR1027.Click photographs - Photos may exist for this station.
 PR1027
 PR1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1027
 PR1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1027
 PR1027.The ellipsoidal height was determined by GPS observations
 PR1027.and is referenced to NAD 83.
 PR1027
 PR1027.The dynamic height is computed by dividing the NAVD 88
 PR1027.geopotential number by the normal gravity value computed on the
 PR1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1027.degrees latitude (g = 980.6199 gals.).
 PR1027
 PR1027.The modeled gravity was interpolated from observed gravity values.
 PR1027
 PR1027. The following values were computed from the NAD 83(2011) position.
 PR1027
 PR1027;                    North         East     Units Scale Factor Converg.
 PR1027;SPC SD S     -   205,376.589   885,994.684   MT  0.99994618   +2 27 57.5
 PR1027;SPC SD S     -   673,806.36  2,906,800.89   sFT  0.99994618   +2 27 57.5
 PR1027;UTM  14      - 4,888,376.833   679,314.178   MT  0.99999546   +1 33 39.3
 PR1027
 PR1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1027!SPC SD S     -   0.99992361  x   0.99994618  =   0.99986980
 PR1027!UTM  14      -   0.99992361  x   0.99999546  =   0.99991908
 PR1027
 PR1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7931488376(NAD 83)
 PR1027
 PR1027                          SUPERSEDED SURVEY CONTROL
 PR1027
 PR1027  NAD 83(2007)-  44 07 35.76384(N)    096 45 31.27516(W) AD(2002.00) 0
 PR1027  ELLIP H (02/10/07)  487.210  (m)                       GP(2002.00)    
 PR1027  ELLIP H (04/15/04)  487.235  (m)                       GP(       ) 2 1
 PR1027  NAD 83(1996)-  44 07 35.76338(N)    096 45 31.27439(W) AD(       ) B
 PR1027  ELLIP H (04/18/97)  487.242  (m)                       GP(       ) 4 1
 PR1027  NAVD 88             513.03   (m)         1683.2    (f) LEVELING    3  
 PR1027  NAVD 88 (06/15/91)  513.031  (m)         1683.17   (f) SUPERSEDED  1 2
 PR1027
 PR1027.Superseded values are not recommended for survey control.
 PR1027
 PR1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1027.See file dsdata.pdf to determine how the superseded data were derived.
 PR1027
 PR1027_MARKER: Z = SEE DESCRIPTION
 PR1027_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1027_STAMPING: I29-120.1 1990
 PR1027_MARK LOGO: NGS
 PR1027_PROJECTION: FLUSH
 PR1027_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1027+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 PR1027_ROD/PIPE-DEPTH: 6.4 meters
 PR1027_SLEEVE-DEPTH  : 1.8 meters
 PR1027
 PR1027  HISTORY     - Date     Condition        Report By
 PR1027  HISTORY     - 1990     MONUMENTED       SDDT
 PR1027  HISTORY     - 19900530 GOOD             NGS
 PR1027  HISTORY     - 19960617 GOOD             NGS
 PR1027  HISTORY     - 20080903 GOOD             SDDT
 PR1027  HISTORY     - 20110401 GOOD             INDIV
 PR1027
 PR1027                          STATION DESCRIPTION
 PR1027
 PR1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1027'16.4 KM (10.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1027'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 0.35 KM (0.22 MI)
 PR1027'NORTH OF THE INTERSECTION OF A COUNTY ROAD, 53.9 M (176.8 FT) SOUTH OF
 PR1027'THE MOST SOUTHERLY OF 3 FENCE BRACE POSTS, 31.4 M (103.0 FT) EAST OF
 PR1027'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1027'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1027'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1027'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1027'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 PR1027
 PR1027                          STATION RECOVERY (1996)
 PR1027
 PR1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PR1027'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTH OF THE JUNCTION
 PR1027'OF INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 34, ON INTERSTATE HIGHWAY
 PR1027'29.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 PR1027'THE JUNCTION OF STATE HIGHWAY 34 AND INTERSTATE HIGHWAY 29 (COLEMAN
 PR1027'EXIT 109), GO NORTH ALONG INTERSTATE 29 FOR 10.2 MI (16.4 KM) TO THE
 PR1027'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 PR1027'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 PR1027'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 0.35 KM (0.20 MI) NORTH OF
 PR1027'THE INTERSECTION OF A COUNTY ROAD, 53.9 M (176.8 FT) SOUTH OF THE MOST
 PR1027'SOUTHERLY OF 3 BRACED FENCE POSTS, 31.4 M (103.0 FT) EAST OF AND LEVEL
 PR1027'WITH THE CENTERLINE OF THE NORTHBOUND HIGHWAY, AND 0.4 M (1.3 FT) WEST
 PR1027'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 PR1027'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 PR1027
 PR1027                          STATION RECOVERY (2008)
 PR1027
 PR1027'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 PR1027'RECOVERED AS DESCRIBED
 PR1027
 PR1027                          STATION RECOVERY (2011)
 PR1027
 PR1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1029 ***********************************************************************
 PR1029  DESIGNATION -  I29 122.0
 PR1029  PID         -  PR1029
 PR1029  STATE/COUNTY-  SD/MOODY
 PR1029  COUNTRY     -  US
 PR1029  USGS QUAD   -  MEDARY (2017)
 PR1029
 PR1029                         *CURRENT SURVEY CONTROL
 PR1029  ______________________________________________________________________
 PR1029* NAD 83(1986) POSITION- 44 09 16.94   (N) 096 45 31.20   (W)   HD_HELD1
 PR1029* NAVD 88 ORTHO HEIGHT -   501.917 (meters)     1646.71  (feet) ADJUSTED
 PR1029  ______________________________________________________________________
 PR1029  GEOID HEIGHT    -        -25.782 (meters)                     GEOID18
 PR1029  DYNAMIC HEIGHT  -        501.809 (meters)     1646.35  (feet) COMP
 PR1029  MODELED GRAVITY -    980,387.0   (mgal)                       NAVD 88
 PR1029
 PR1029  VERT ORDER      -  FIRST     CLASS II
 PR1029
 PR1029.The horizontal coordinates were determined by differentially corrected
 PR1029.hand held GPS observations or other comparable positioning techniques
 PR1029.and have an estimated accuracy of +/- 3 meters.
 PR1029
 PR1029.The orthometric height was determined by differential leveling and
 PR1029.adjusted by the NATIONAL GEODETIC SURVEY
 PR1029.in October 1997.
 PR1029
 PR1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1029.GEOID18 height accuracy estimate available here.
 PR1029
 PR1029.Click photographs - Photos may exist for this station.
 PR1029
 PR1029.The dynamic height is computed by dividing the NAVD 88
 PR1029.geopotential number by the normal gravity value computed on the
 PR1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1029.degrees latitude (g = 980.6199 gals.).
 PR1029
 PR1029.The modeled gravity was interpolated from observed gravity values.
 PR1029
 PR1029;                    North         East    Units  Estimated Accuracy
 PR1029;SPC SD S     -   208,496.4     885,862.0     MT  (+/- 3 meters HH1 GPS) 
 PR1029
 PR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7923091498(NAD 83)
 PR1029
 PR1029                          SUPERSEDED SURVEY CONTROL
 PR1029
 PR1029  NAVD 88 (06/15/91)  501.930  (m)         1646.75   (f) SUPERSEDED  1 2
 PR1029
 PR1029.Superseded values are not recommended for survey control.
 PR1029
 PR1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1029.See file dsdata.pdf to determine how the superseded data were derived.
 PR1029
 PR1029_MARKER: Z = SEE DESCRIPTION
 PR1029_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1029_STAMPING: I29-122.0 1990
 PR1029_MARK LOGO: NGS
 PR1029_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1029_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1029+STABILITY: POSITION/ELEVATION WELL
 PR1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1029+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1990
 PR1029_ROD/PIPE-DEPTH: 6.4 meters
 PR1029_SLEEVE-DEPTH  : 2.0 meters
 PR1029
 PR1029  HISTORY     - Date     Condition        Report By
 PR1029  HISTORY     - 1990     MONUMENTED       SDDT
 PR1029  HISTORY     - 19900702 GOOD             NGS
 PR1029
 PR1029                          STATION DESCRIPTION
 PR1029
 PR1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1029'17.5 KM (10.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1029'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 241.0 M (790.7 FT) NORTH
 PR1029'OF THE CENTERLINE OF A PAVED COUNTY ROAD, 65.6 M (215.2 FT) EAST OF
 PR1029'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 34.3
 PR1029'EAST-NORTHEAST OF THE CENTER OF THE NORTHBOUND ON RAMP (EXIT 121),
 PR1029'6.6 M (21.7 FT) SOUTH-SOUTHEAST OF THE MOST SOUTHERLY OF 3 FENCE
 PR1029'BRACE POSTS, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ON RAMP, AND 0.3 M
 PR1029'(1.0 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1029'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1029'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1029'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH AN 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1031 ***********************************************************************
 PR1031  DESIGNATION -  I29 123.6
 PR1031  PID         -  PR1031
 PR1031  STATE/COUNTY-  SD/MOODY
 PR1031  COUNTRY     -  US
 PR1031  USGS QUAD   -  MEDARY (2017)
 PR1031
 PR1031                         *CURRENT SURVEY CONTROL
 PR1031  ______________________________________________________________________
 PR1031* NAD 83(1986) POSITION- 44 10 39.29   (N) 096 45 32.23   (W)   HD_HELD1
 PR1031* NAVD 88 ORTHO HEIGHT -   483.093 (meters)     1584.95  (feet) ADJUSTED
 PR1031  ______________________________________________________________________
 PR1031  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 PR1031  DYNAMIC HEIGHT  -        482.990 (meters)     1584.61  (feet) COMP
 PR1031  MODELED GRAVITY -    980,390.9   (mgal)                       NAVD 88
 PR1031
 PR1031  VERT ORDER      -  FIRST     CLASS II
 PR1031
 PR1031.The horizontal coordinates were determined by differentially corrected
 PR1031.hand held GPS observations or other comparable positioning techniques
 PR1031.and have an estimated accuracy of +/- 3 meters.
 PR1031
 PR1031.The orthometric height was determined by differential leveling and
 PR1031.adjusted by the NATIONAL GEODETIC SURVEY
 PR1031.in October 1997.
 PR1031
 PR1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1031.GEOID18 height accuracy estimate available here.
 PR1031
 PR1031.Click photographs - Photos may exist for this station.
 PR1031
 PR1031.The dynamic height is computed by dividing the NAVD 88
 PR1031.geopotential number by the normal gravity value computed on the
 PR1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1031.degrees latitude (g = 980.6199 gals.).
 PR1031
 PR1031.The modeled gravity was interpolated from observed gravity values.
 PR1031
 PR1031;                    North         East    Units  Estimated Accuracy
 PR1031;SPC SD S     -   211,034.7     885,729.8     MT  (+/- 3 meters HH1 GPS) 
 PR1031
 PR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7913894038(NAD 83)
 PR1031
 PR1031                          SUPERSEDED SURVEY CONTROL
 PR1031
 PR1031  NAVD 88 (06/15/91)  483.107  (m)         1584.99   (f) SUPERSEDED  1 2
 PR1031
 PR1031.Superseded values are not recommended for survey control.
 PR1031
 PR1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1031.See file dsdata.pdf to determine how the superseded data were derived.
 PR1031
 PR1031_MARKER: Z = SEE DESCRIPTION
 PR1031_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1031_STAMPING: I29-123.6 1990
 PR1031_MARK LOGO: NGS
 PR1031_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1031_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1031+STABILITY: POSITION/ELEVATION WELL
 PR1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1031+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 PR1031_ROD/PIPE-DEPTH: 6.4 meters
 PR1031_SLEEVE-DEPTH  : 2.0 meters
 PR1031
 PR1031  HISTORY     - Date     Condition        Report By
 PR1031  HISTORY     - 1990     MONUMENTED       SDDT
 PR1031  HISTORY     - 19900703 GOOD             NGS
 PR1031  HISTORY     - 20110802 GOOD             WOOLPT
 PR1031
 PR1031                          STATION DESCRIPTION
 PR1031
 PR1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1031'14.9 KM (9.3 MI) SOUTHERY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1031'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 1.0 KM (0.6 MI) NORTH OF
 PR1031'MILEPOST 123, 0.35 KM (0.22 MI) SOUTH OF THE SOUTH END OF A HIGHWAY
 PR1031'BRIDGE SPANNING BIG SIOUX RIVER, 45.6 M (149.6 FT) SOUTH OF A T-FENCE
 PR1031'CORNER, 31.2 M (102.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 PR1031'LANES OF THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PR1031'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1031'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1031'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1031'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PR1031
 PR1031                          STATION RECOVERY (2011)
 PR1031
 PR1031'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 PR1031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1035 ***********************************************************************
 PR1035  DESIGNATION -  I29 126.0
 PR1035  PID         -  PR1035
 PR1035  STATE/COUNTY-  SD/BROOKINGS
 PR1035  COUNTRY     -  US
 PR1035  USGS QUAD   -  MEDARY (2017)
 PR1035
 PR1035                         *CURRENT SURVEY CONTROL
 PR1035  ______________________________________________________________________
 PR1035* NAD 83(1986) POSITION- 44 12 44.     (N) 096 45 27.     (W)   SCALED
 PR1035* NAVD 88 ORTHO HEIGHT -   483.860 (meters)     1587.46  (feet) ADJUSTED
 PR1035  ______________________________________________________________________
 PR1035  GEOID HEIGHT    -        -25.678 (meters)                     GEOID18
 PR1035  DYNAMIC HEIGHT  -        483.760 (meters)     1587.14  (feet) COMP
 PR1035  MODELED GRAVITY -    980,397.2   (mgal)                       NAVD 88
 PR1035
 PR1035  VERT ORDER      -  FIRST     CLASS II
 PR1035
 PR1035.The horizontal coordinates were scaled from a map and have
 PR1035.an estimated accuracy of +/- 6 seconds.
 PR1035
 PR1035.The orthometric height was determined by differential leveling and
 PR1035.adjusted by the NATIONAL GEODETIC SURVEY
 PR1035.in October 1997.
 PR1035
 PR1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1035.GEOID18 height accuracy estimate available here.
 PR1035
 PR1035.Click photographs - Photos may exist for this station.
 PR1035
 PR1035.The dynamic height is computed by dividing the NAVD 88
 PR1035.geopotential number by the normal gravity value computed on the
 PR1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1035.degrees latitude (g = 980.6199 gals.).
 PR1035
 PR1035.The modeled gravity was interpolated from observed gravity values.
 PR1035
 PR1035;                    North         East    Units  Estimated Accuracy
 PR1035;SPC SD N     -    47,290.      859,080.      MT  (+/- 180 meters Scaled)
 PR1035
 PR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP791978(NAD 83)
 PR1035
 PR1035                          SUPERSEDED SURVEY CONTROL
 PR1035
 PR1035  NAVD 88 (06/15/91)  483.879  (m)         1587.53   (f) SUPERSEDED  1 2
 PR1035
 PR1035.Superseded values are not recommended for survey control.
 PR1035
 PR1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1035.See file dsdata.pdf to determine how the superseded data were derived.
 PR1035
 PR1035_MARKER: Z = SEE DESCRIPTION
 PR1035_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1035_STAMPING: I29-126.0 1990
 PR1035_MARK LOGO: NGS
 PR1035_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1035_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1035+STABILITY: POSITION/ELEVATION WELL
 PR1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1035+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1035_ROD/PIPE-DEPTH: 6.4 meters
 PR1035_SLEEVE-DEPTH  : 2.0 meters
 PR1035
 PR1035  HISTORY     - Date     Condition        Report By
 PR1035  HISTORY     - 1990     MONUMENTED       SDDT
 PR1035  HISTORY     - 19900703 GOOD             NGS
 PR1035
 PR1035                          STATION DESCRIPTION
 PR1035
 PR1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1035'11.0 KM (6.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1035'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.25 KM (0.16 MI) NORTH
 PR1035'OF A COUNTY ROAD OVERPASS, 43.1 M (141.4 FT) NORTH OF A T-FENCE
 PR1035'CORNER, 31.3 M (102.7 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF
 PR1035'THE SOUTHBOUND LANES OF THE HIGHWAY, 21.1 M (69.2 FT) WEST-NORTHWEST
 PR1035'OF MILEPOST 126, 6.3 M (20.7 FT) NORTH OF THE MOST NORTHERLY OF 2
 PR1035'FENCE BRACE POSTS, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND
 PR1035'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PR1035'AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1036 ***********************************************************************
 PR1036  DESIGNATION -  I29 127.3
 PR1036  PID         -  PR1036
 PR1036  STATE/COUNTY-  SD/BROOKINGS
 PR1036  COUNTRY     -  US
 PR1036  USGS QUAD   -  MEDARY (2017)
 PR1036
 PR1036                         *CURRENT SURVEY CONTROL
 PR1036  ______________________________________________________________________
 PR1036* NAD 83(1986) POSITION- 44 13 53.     (N) 096 45 23.     (W)   SCALED
 PR1036* NAVD 88 ORTHO HEIGHT -   484.918 (meters)     1590.94  (feet) ADJUSTED
 PR1036  ______________________________________________________________________
 PR1036  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 PR1036  DYNAMIC HEIGHT  -        484.820 (meters)     1590.61  (feet) COMP
 PR1036  MODELED GRAVITY -    980,400.9   (mgal)                       NAVD 88
 PR1036
 PR1036  VERT ORDER      -  FIRST     CLASS II
 PR1036
 PR1036.The horizontal coordinates were scaled from a map and have
 PR1036.an estimated accuracy of +/- 6 seconds.
 PR1036
 PR1036.The orthometric height was determined by differential leveling and
 PR1036.adjusted by the NATIONAL GEODETIC SURVEY
 PR1036.in October 1997.
 PR1036
 PR1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1036.GEOID18 height accuracy estimate available here.
 PR1036
 PR1036.Click photographs - Photos may exist for this station.
 PR1036
 PR1036.The dynamic height is computed by dividing the NAVD 88
 PR1036.geopotential number by the normal gravity value computed on the
 PR1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1036.degrees latitude (g = 980.6199 gals.).
 PR1036
 PR1036.The modeled gravity was interpolated from observed gravity values.
 PR1036
 PR1036;                    North         East    Units  Estimated Accuracy
 PR1036;SPC SD N     -    49,420.      859,090.      MT  (+/- 180 meters Scaled)
 PR1036
 PR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ791000(NAD 83)
 PR1036
 PR1036                          SUPERSEDED SURVEY CONTROL
 PR1036
 PR1036  NAVD 88 (06/15/91)  484.938  (m)         1591.00   (f) SUPERSEDED  1 2
 PR1036
 PR1036.Superseded values are not recommended for survey control.
 PR1036
 PR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1036.See file dsdata.pdf to determine how the superseded data were derived.
 PR1036
 PR1036_MARKER: Z = SEE DESCRIPTION
 PR1036_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1036_STAMPING: I29-127.3 1990
 PR1036_MARK LOGO: NGS
 PR1036_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1036_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1036+STABILITY: POSITION/ELEVATION WELL
 PR1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1036+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1036_ROD/PIPE-DEPTH: 6.4 meters
 PR1036_SLEEVE-DEPTH  : 2.0 meters
 PR1036
 PR1036  HISTORY     - Date     Condition        Report By
 PR1036  HISTORY     - 1990     MONUMENTED       SDDT
 PR1036  HISTORY     - 19900703 GOOD             NGS
 PR1036
 PR1036                          STATION DESCRIPTION
 PR1036
 PR1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1036'8.9 KM (5.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1036'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.9 KM (0.6 MI) SOUTH OF
 PR1036'THE INTERSECTION OF STATE HIGHWAY 218, 0.5 KM (0.3 MI) NORTH OF
 PR1036'MILEPOST 127, 0.4 KM (0.2 MI) NORTH OF A HIGHWAY BRIDGE SPANNING
 PR1036'MEDARY CREEK, 59.9 M (196.5 FT) SOUTH OF A T-FENCE CORNER, 31.4 M
 PR1036'(103.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1036'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 PR1036'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1036'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1036'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1036'PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1037 ***********************************************************************
 PR1037  DESIGNATION -  I29 128.0
 PR1037  PID         -  PR1037
 PR1037  STATE/COUNTY-  SD/BROOKINGS
 PR1037  COUNTRY     -  US
 PR1037  USGS QUAD   -  MEDARY (2017)
 PR1037
 PR1037                         *CURRENT SURVEY CONTROL
 PR1037  ______________________________________________________________________
 PR1037* NAD 83(1986) POSITION- 44 14 30.     (N) 096 45 22.     (W)   SCALED
 PR1037* NAVD 88 ORTHO HEIGHT -   485.493 (meters)     1592.82  (feet) ADJUSTED
 PR1037  ______________________________________________________________________
 PR1037  GEOID HEIGHT    -        -25.621 (meters)                     GEOID18
 PR1037  DYNAMIC HEIGHT  -        485.396 (meters)     1592.50  (feet) COMP
 PR1037  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 PR1037
 PR1037  VERT ORDER      -  FIRST     CLASS II
 PR1037
 PR1037.The horizontal coordinates were scaled from a map and have
 PR1037.an estimated accuracy of +/- 6 seconds.
 PR1037
 PR1037.The orthometric height was determined by differential leveling and
 PR1037.adjusted by the NATIONAL GEODETIC SURVEY
 PR1037.in October 1997.
 PR1037
 PR1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1037.GEOID18 height accuracy estimate available here.
 PR1037
 PR1037.Click photographs - Photos may exist for this station.
 PR1037
 PR1037.The dynamic height is computed by dividing the NAVD 88
 PR1037.geopotential number by the normal gravity value computed on the
 PR1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1037.degrees latitude (g = 980.6199 gals.).
 PR1037
 PR1037.The modeled gravity was interpolated from observed gravity values.
 PR1037
 PR1037;                    North         East    Units  Estimated Accuracy
 PR1037;SPC SD N     -    50,570.      859,060.      MT  (+/- 180 meters Scaled)
 PR1037
 PR1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ791011(NAD 83)
 PR1037
 PR1037                          SUPERSEDED SURVEY CONTROL
 PR1037
 PR1037  NAVD 88 (06/15/91)  485.514  (m)         1592.89   (f) SUPERSEDED  1 2
 PR1037
 PR1037.Superseded values are not recommended for survey control.
 PR1037
 PR1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1037.See file dsdata.pdf to determine how the superseded data were derived.
 PR1037
 PR1037_MARKER: Z = SEE DESCRIPTION
 PR1037_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1037_STAMPING: I29-128.0 1990
 PR1037_MARK LOGO: NGS
 PR1037_PROJECTION: PROJECTING 8 CENTIMETERS
 PR1037_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1037+STABILITY: POSITION/ELEVATION WELL
 PR1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1037+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1037_ROD/PIPE-DEPTH: 6.4 meters
 PR1037_SLEEVE-DEPTH  : 2.0 meters
 PR1037
 PR1037  HISTORY     - Date     Condition        Report By
 PR1037  HISTORY     - 1990     MONUMENTED       SDDT
 PR1037  HISTORY     - 19900703 GOOD             NGS
 PR1037
 PR1037                          STATION DESCRIPTION
 PR1037
 PR1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1037'7.8 KM (4.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1037'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.3 KM (0.2 MI) NORTH OF
 PR1037'THE INTERSECTION OF STATE HIGHWAY 218, 53.5 M (175.5 FT) EAST OF THE
 PR1037'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.2 M (59.7 FT)
 PR1037'NORTHWEST OF A JOG IN A FENCE LINE, 17.7 M (58.1 FT) NORTHEAST OF THE
 PR1037'CENTER OF THE NORTHBOUND ON RAMP (EXIT 127), 1.2 M (3.9 FT) BELOW THE
 PR1037'LEVEL OF THE RAMP, AND 0.35 M (1.15 FT) SOUTHWEST OF A WITNESS POST
 PR1037'AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 PR1037'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH PIPE.  ACCESS TO
 PR1037'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 PR1037'4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1039 ***********************************************************************
 PR1039  DESIGNATION -  I29 130.0
 PR1039  PID         -  PR1039
 PR1039  STATE/COUNTY-  SD/BROOKINGS
 PR1039  COUNTRY     -  US
 PR1039  USGS QUAD   -  BROOKINGS (2017)
 PR1039
 PR1039                         *CURRENT SURVEY CONTROL
 PR1039  ______________________________________________________________________
 PR1039* NAD 83(1986) POSITION- 44 16 11.     (N) 096 45 28.     (W)   SCALED
 PR1039* NAVD 88 ORTHO HEIGHT -   488.908 (meters)     1604.03  (feet) ADJUSTED
 PR1039  ______________________________________________________________________
 PR1039  GEOID HEIGHT    -        -25.555 (meters)                     GEOID18
 PR1039  DYNAMIC HEIGHT  -        488.813 (meters)     1603.71  (feet) COMP
 PR1039  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 PR1039
 PR1039  VERT ORDER      -  FIRST     CLASS II
 PR1039
 PR1039.The horizontal coordinates were scaled from a map and have
 PR1039.an estimated accuracy of +/- 6 seconds.
 PR1039
 PR1039.The orthometric height was determined by differential leveling and
 PR1039.adjusted by the NATIONAL GEODETIC SURVEY
 PR1039.in October 1997.
 PR1039
 PR1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1039.GEOID18 height accuracy estimate available here.
 PR1039
 PR1039.Click photographs - Photos may exist for this station.
 PR1039
 PR1039.The dynamic height is computed by dividing the NAVD 88
 PR1039.geopotential number by the normal gravity value computed on the
 PR1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1039.degrees latitude (g = 980.6199 gals.).
 PR1039
 PR1039.The modeled gravity was interpolated from observed gravity values.
 PR1039
 PR1039;                    North         East    Units  Estimated Accuracy
 PR1039;SPC SD N     -    53,680.      858,800.      MT  (+/- 180 meters Scaled)
 PR1039
 PR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ789042(NAD 83)
 PR1039
 PR1039                          SUPERSEDED SURVEY CONTROL
 PR1039
 PR1039  NAVD 88 (06/15/91)  488.931  (m)         1604.10   (f) SUPERSEDED  1 2
 PR1039
 PR1039.Superseded values are not recommended for survey control.
 PR1039
 PR1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1039.See file dsdata.pdf to determine how the superseded data were derived.
 PR1039
 PR1039_MARKER: Z = SEE DESCRIPTION
 PR1039_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1039_STAMPING: I29 130.0 1990
 PR1039_MARK LOGO: SDDT
 PR1039_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1039_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1039+STABILITY: POSITION/ELEVATION WELL
 PR1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1039+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR1039_ROD/PIPE-DEPTH: 6.4 meters
 PR1039_SLEEVE-DEPTH  : 2.0 meters
 PR1039
 PR1039  HISTORY     - Date     Condition        Report By
 PR1039  HISTORY     - 1990     MONUMENTED       SDDT
 PR1039  HISTORY     - 19900703 GOOD             NGS
 PR1039  HISTORY     - 19940916 GOOD             NGS
 PR1039
 PR1039                          STATION DESCRIPTION
 PR1039
 PR1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1039'4.6 KM (2.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1039'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.3 KM (0.2 MI) NORTH OF
 PR1039'A COUNTY ROAD OVERPASS, 56.9 M (186.7 FT) SOUTHEAST OF THE EAST END
 PR1039'OF A BOX CULVERT, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE
 PR1039'NORTHBOUND LANES OF THE HIGHWAY, 24.2 M (79.4 FT) NORTHEAST OF
 PR1039'MILEPOST 130, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PR1039'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1039'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1039'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1039'PVC SCREW CAP.
 PR1039
 PR1039                          STATION RECOVERY (1994)
 PR1039
 PR1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1039'4.6 KM (2.85 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1039'JUNCTION OF U.S. HIGHWAY 14 IN BROOKINGS, 0.3 KM (0.20 MI) NORTH OF A
 PR1039'COUNTY ROAD OVERPASS, 56.9 M (186.7 FT) SOUTHEAST OF THE EAST END OF A
 PR1039'BOX CULVERT, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE
 PR1039'NORTHBOUND LANES OF THE HIGHWAY, 24.2 M (79.4 FT) NORTHEAST OF
 PR1039'MILEPOST 130, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PR1039'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1039'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS
 PR1039'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 PR1039'4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1041 ***********************************************************************
 PR1041  DESIGNATION -  I29 131.7
 PR1041  PID         -  PR1041
 PR1041  STATE/COUNTY-  SD/BROOKINGS
 PR1041  COUNTRY     -  US
 PR1041  USGS QUAD   -  BROOKINGS (2017)
 PR1041
 PR1041                         *CURRENT SURVEY CONTROL
 PR1041  ______________________________________________________________________
 PR1041* NAD 83(1986) POSITION- 44 17 41.     (N) 096 45 29.     (W)   SCALED
 PR1041* NAVD 88 ORTHO HEIGHT -   501.446 (meters)     1645.16  (feet) ADJUSTED
 PR1041  ______________________________________________________________________
 PR1041  GEOID HEIGHT    -        -25.486 (meters)                     GEOID18
 PR1041  DYNAMIC HEIGHT  -        501.352 (meters)     1644.85  (feet) COMP
 PR1041  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 PR1041
 PR1041  VERT ORDER      -  FIRST     CLASS II
 PR1041
 PR1041.The horizontal coordinates were scaled from a map and have
 PR1041.an estimated accuracy of +/- 6 seconds.
 PR1041
 PR1041.The orthometric height was determined by differential leveling and
 PR1041.adjusted by the NATIONAL GEODETIC SURVEY
 PR1041.in October 1997.
 PR1041
 PR1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1041.GEOID18 height accuracy estimate available here.
 PR1041
 PR1041.Click photographs - Photos may exist for this station.
 PR1041
 PR1041.The dynamic height is computed by dividing the NAVD 88
 PR1041.geopotential number by the normal gravity value computed on the
 PR1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1041.degrees latitude (g = 980.6199 gals.).
 PR1041
 PR1041.The modeled gravity was interpolated from observed gravity values.
 PR1041
 PR1041;                    North         East    Units  Estimated Accuracy
 PR1041;SPC SD N     -    56,450.      858,670.      MT  (+/- 180 meters Scaled)
 PR1041
 PR1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ788070(NAD 83)
 PR1041
 PR1041                          SUPERSEDED SURVEY CONTROL
 PR1041
 PR1041  NAVD 88 (06/15/91)  501.471  (m)         1645.24   (f) SUPERSEDED  1 2
 PR1041
 PR1041.Superseded values are not recommended for survey control.
 PR1041
 PR1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1041.See file dsdata.pdf to determine how the superseded data were derived.
 PR1041
 PR1041_MARKER: Z = SEE DESCRIPTION
 PR1041_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1041_STAMPING: I29-131.7 1990
 PR1041_MARK LOGO: SDDT
 PR1041_PROJECTION: FLUSH
 PR1041_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1041+STABILITY: POSITION/ELEVATION WELL
 PR1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1041+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR1041_ROD/PIPE-DEPTH: 6.4 meters
 PR1041_SLEEVE-DEPTH  : 2.0 meters
 PR1041
 PR1041  HISTORY     - Date     Condition        Report By
 PR1041  HISTORY     - 1990     MONUMENTED       SDDT
 PR1041  HISTORY     - 19900703 GOOD             NGS
 PR1041  HISTORY     - 19940916 GOOD             NGS
 PR1041
 PR1041                          STATION DESCRIPTION
 PR1041
 PR1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1041'1.8 KM (1.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1041'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 1.1 KM (0.7 MI) NORTH OF
 PR1041'MILEPOST 131, 0.3 KM (0.2 MI) SOUTH OF THE HIGHWAY OVERPASS OF A
 PR1041'RAILROAD, 31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 PR1041'LANES OF THE HIGHWAY, 18.4 M (60.4 FT) SOUTH OF THE MOST SOUTHERLY OF
 PR1041'2 FENCE BRACE POSTS, 2.8 M (9.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PR1041'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1041'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1041'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1041'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PR1041
 PR1041                          STATION RECOVERY (1994)
 PR1041
 PR1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1041'1.8 KM (1.10 MI) SOUTHERLY ALONG INTERSTATE 29 FROM THE JUNCTION OF
 PR1041'U.S. HIGHWAY 14 IN BROOKINGS, 1.1 KM (0.70 MI) NORTH OF MILEPOST 131,
 PR1041'0.3 KM (0.20 MI) SOUTH OF THE HIGHWAY OVERPASS OF THE DAKOTA MINNESOTA
 PR1041'AND EASTERN RAILROAD, 31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE
 PR1041'NORTHBOUND LANES OF THE HIGHWAY 29, 18.4 M (60.4 FT) SOUTH OF THE MOST
 PR1041'SOUTHERLY OF 2 BRACED FENCE POSTS, 2.8 M (9.2 FT) BELOW THE LEVEL OF
 PR1041'THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 PR1041'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1041'PIPE CAP THAT IS AFFIXED TO A 1 1/2 INCH GALVANIZED STEEL PIPE.
 PR1041'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PR1041'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1044 ***********************************************************************
 PR1044  CBN         -  This is a Cooperative Base Network Control Station.
 PR1044  DESIGNATION -  I29 133.22
 PR1044  PID         -  PR1044
 PR1044  STATE/COUNTY-  SD/BROOKINGS
 PR1044  COUNTRY     -  US
 PR1044  USGS QUAD   -  BROOKINGS (2017)
 PR1044
 PR1044                         *CURRENT SURVEY CONTROL
 PR1044  ______________________________________________________________________
 PR1044* NAD 83(2011) POSITION- 44 19 00.45778(N) 096 45 28.20230(W)   ADJUSTED
 PR1044* NAD 83(2011) ELLIP HT-   479.600 (meters)        (06/27/12)   ADJUSTED
 PR1044* NAD 83(2011) EPOCH   -  2010.00
 PR1044* NAVD 88 ORTHO HEIGHT -   505.033 (meters)     1656.93  (feet) ADJUSTED
 PR1044  ______________________________________________________________________
 PR1044  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 PR1044  NAD 83(2011) X  -   -537,919.065 (meters)                     COMP
 PR1044  NAD 83(2011) Y  - -4,539,537.548 (meters)                     COMP
 PR1044  NAD 83(2011) Z  -  4,433,680.174 (meters)                     COMP
 PR1044  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 PR1044  DYNAMIC HEIGHT  -        504.940 (meters)     1656.62  (feet) COMP
 PR1044  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 PR1044
 PR1044  VERT ORDER      -  FIRST     CLASS II
 PR1044
 PR1044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1044  Standards:
 PR1044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1044  -------------------------------------------------------------------
 PR1044  NETWORK    0.76   2.35           0.34   0.27   1.20     -0.09778573
 PR1044  -------------------------------------------------------------------
 PR1044  Click here for local accuracies and other accuracy information.
 PR1044
 PR1044.The horizontal coordinates were established by GPS observations
 PR1044.and adjusted by the National Geodetic Survey in June 2012.
 PR1044
 PR1044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1044.been affixed to the stable North American tectonic plate. See 
 PR1044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1044
 PR1044.The horizontal coordinates are valid at the epoch date displayed above
 PR1044.which is a decimal equivalence of Year/Month/Day.
 PR1044
 PR1044.The orthometric height was determined by differential leveling and
 PR1044.adjusted by the NATIONAL GEODETIC SURVEY
 PR1044.in October 1997.
 PR1044
 PR1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1044.GEOID18 height accuracy estimate available here.
 PR1044
 PR1044.Click photographs - Photos may exist for this station.
 PR1044
 PR1044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1044
 PR1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1044
 PR1044.The ellipsoidal height was determined by GPS observations
 PR1044.and is referenced to NAD 83.
 PR1044
 PR1044.The dynamic height is computed by dividing the NAVD 88
 PR1044.geopotential number by the normal gravity value computed on the
 PR1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1044.degrees latitude (g = 980.6199 gals.).
 PR1044
 PR1044.The modeled gravity was interpolated from observed gravity values.
 PR1044
 PR1044. The following values were computed from the NAD 83(2011) position.
 PR1044
 PR1044;                    North         East     Units Scale Factor Converg.
 PR1044;SPC SD N     -    58,902.458   858,590.362   MT  1.00002063   +2 17 40.6
 PR1044;SPC SD N     -   193,249.15  2,816,891.88   sFT  1.00002063   +2 17 40.6
 PR1044;UTM  14      - 4,909,504.268   678,805.574   MT  0.99999321   +1 34 00.6
 PR1044
 PR1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1044!SPC SD N     -   0.99992480  x   1.00002063  =   0.99994543
 PR1044!UTM  14      -   0.99992480  x   0.99999321  =   0.99991802
 PR1044
 PR1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7880509504(NAD 83)
 PR1044
 PR1044                          SUPERSEDED SURVEY CONTROL
 PR1044
 PR1044  NAD 83(2007)-  44 19 00.45773(N)    096 45 28.20326(W) AD(2002.00) 0
 PR1044  ELLIP H (02/10/07)  479.634  (m)                       GP(2002.00)    
 PR1044  ELLIP H (04/15/04)  479.649  (m)                       GP(       ) 2 1
 PR1044  NAD 83(1996)-  44 19 00.45723(N)    096 45 28.20255(W) AD(       ) B
 PR1044  ELLIP H (04/18/97)  479.659  (m)                       GP(       ) 4 1
 PR1044  NAVD 88             505.06   (m)         1657.0    (f) LEVELING    3  
 PR1044  NAVD 88 (06/15/91)  505.060  (m)         1657.02   (f) SUPERSEDED  1 2
 PR1044
 PR1044.Superseded values are not recommended for survey control.
 PR1044
 PR1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1044.See file dsdata.pdf to determine how the superseded data were derived.
 PR1044
 PR1044_MARKER: Z = SEE DESCRIPTION
 PR1044_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1044_STAMPING: I29-133.22
 PR1044_MARK LOGO: NGS
 PR1044_PROJECTION: FLUSH
 PR1044_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1044+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 PR1044_ROD/PIPE-DEPTH: 6.4 meters
 PR1044_SLEEVE-DEPTH  : 1.8 meters
 PR1044
 PR1044  HISTORY     - Date     Condition        Report By
 PR1044  HISTORY     - UNK      MONUMENTED       SDDT
 PR1044  HISTORY     - 19900703 GOOD             NGS
 PR1044  HISTORY     - 19940916 GOOD             NGS
 PR1044  HISTORY     - 19960619 GOOD             NGS
 PR1044  HISTORY     - 20020617 GOOD             INDIV
 PR1044
 PR1044                          STATION DESCRIPTION
 PR1044
 PR1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1044'0.6 KM (0.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1044'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.2 KM (0.1 MI) NORTH OF
 PR1044'MILEPOST 133, 37.9 M (124.3 FT) EAST OF THE CENTERLINE OF THE
 PR1044'NORTHBOUND LANES OF THE HIGHWAY, 14.9 M (48.9 FT) SOUTH OF THE MOST
 PR1044'SOUTHERLY OF 4 FENCE BRACE POSTS, 1.8 M (5.9 FT) ABOVE THE LEVEL OF
 PR1044'THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 PR1044'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1044'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1044'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1044'PVC SCREW CAP.
 PR1044
 PR1044                          STATION RECOVERY (1994)
 PR1044
 PR1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1044'0.6 KM (0.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1044'JUNCTION OF U.S. HIGHWAY 14 IN BROOKINGS, 0.2 KM (0.10 MI) NORTH OF
 PR1044'MILEPOST 133, 37.9 M (124.3 FT) EAST OF THE CENTERLINE OF THE
 PR1044'NORTHBOUND LANES OF THE HIGHWAY, 14.9 M (48.9 FT) SOUTH OF THE SOUTH
 PR1044'END OF 4 BRACED FENCE POSTS, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE
 PR1044'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 PR1044'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1044'PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.
 PR1044'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PR1044'THROUGH A 4-INCH PVC CAP.
 PR1044
 PR1044                          STATION RECOVERY (1996)
 PR1044
 PR1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PR1044'THE STATION IS LOCATED 0.4 MI (0.6 KM) NORTH OF THE JUNCTION OF
 PR1044'INTERSTATE HIGHWAY 29 AND U.S. HIGHWAY 14 ON INTERSTATE HIGHWAY 29.
 PR1044'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 PR1044'JUNCTION OF INTERSTATE HIGHWAY 29 AND U.S. HIGHWAY 14 (EXIT 132) ON
 PR1044'THE EAST SIDE OF BROOKINGS, GO NORTH ON INTERSTATE 29 FOR 0.4 MI (0.6
 PR1044'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP
 PR1044'OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A
 PR1044'1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 37.8 M (124.0 FT) EAST OF
 PR1044'THE CENTERLINE OF THE NORTHBOUND HIGHWAY, 15.0 M (49.2 FT) SOUTH OF
 PR1044'THE MOST SOUTHERLY OF 4 BRACED FENCE POSTS, 0.4 M (1.3 FT) EAST OF A
 PR1044'METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 PR1044'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PR1044'A 4-INCH PVC CAP.
 PR1044
 PR1044                          STATION RECOVERY (2002)
 PR1044
 PR1044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RL)
 PR1044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1046 ***********************************************************************
 PR1046  DESIGNATION -  I29 134.00
 PR1046  PID         -  PR1046
 PR1046  STATE/COUNTY-  SD/BROOKINGS
 PR1046  COUNTRY     -  US
 PR1046  USGS QUAD   -  BROOKINGS (2017)
 PR1046
 PR1046                         *CURRENT SURVEY CONTROL
 PR1046  ______________________________________________________________________
 PR1046* NAD 83(1986) POSITION- 44 19 43.     (N) 096 45 25.     (W)   SCALED
 PR1046* NAVD 88 ORTHO HEIGHT -   499.560 (meters)     1638.97  (feet) ADJUSTED
 PR1046  ______________________________________________________________________
 PR1046  GEOID HEIGHT    -        -25.385 (meters)                     GEOID18
 PR1046  DYNAMIC HEIGHT  -        499.469 (meters)     1638.67  (feet) COMP
 PR1046  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 PR1046
 PR1046  VERT ORDER      -  FIRST     CLASS II
 PR1046
 PR1046.The horizontal coordinates were scaled from a map and have
 PR1046.an estimated accuracy of +/- 6 seconds.
 PR1046
 PR1046.The orthometric height was determined by differential leveling and
 PR1046.adjusted by the NATIONAL GEODETIC SURVEY
 PR1046.in October 1997.
 PR1046
 PR1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1046.GEOID18 height accuracy estimate available here.
 PR1046
 PR1046.Click photographs - Photos may exist for this station.
 PR1046
 PR1046.The dynamic height is computed by dividing the NAVD 88
 PR1046.geopotential number by the normal gravity value computed on the
 PR1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1046.degrees latitude (g = 980.6199 gals.).
 PR1046
 PR1046.The modeled gravity was interpolated from observed gravity values.
 PR1046
 PR1046;                    North         East    Units  Estimated Accuracy
 PR1046;SPC SD N     -    60,220.      858,610.      MT  (+/- 180 meters Scaled)
 PR1046
 PR1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ788108(NAD 83)
 PR1046
 PR1046                          SUPERSEDED SURVEY CONTROL
 PR1046
 PR1046  NAVD 88 (06/15/91)  499.586  (m)         1639.06   (f) SUPERSEDED  1 2
 PR1046
 PR1046.Superseded values are not recommended for survey control.
 PR1046
 PR1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1046.See file dsdata.pdf to determine how the superseded data were derived.
 PR1046
 PR1046_MARKER: Z = SEE DESCRIPTION
 PR1046_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1046_STAMPING: I29-134.00 1990
 PR1046_MARK LOGO: SDDT
 PR1046_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1046_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1046+STABILITY: POSITION/ELEVATION WELL
 PR1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1046+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR1046_ROD/PIPE-DEPTH: 6.4 meters
 PR1046_SLEEVE-DEPTH  : 2.0 meters
 PR1046
 PR1046  HISTORY     - Date     Condition        Report By
 PR1046  HISTORY     - 1989     MONUMENTED       SDDT
 PR1046  HISTORY     - 19900703 GOOD             NGS
 PR1046  HISTORY     - 19940916 GOOD             NGS
 PR1046
 PR1046                          STATION DESCRIPTION
 PR1046
 PR1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1046'1.8 KM (1.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1046'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 63.3 M (207.7 FT) EAST OF
 PR1046'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 21.3 M
 PR1046'(69.9 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND ON RAMP (EXIT
 PR1046'133), 6.7 M (22.0 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 3 FENCE
 PR1046'BRACE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ON RAMP, AND 0.3 M
 PR1046'(1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE. NOTE--THE DATUM POINT
 PR1046'IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1046'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1046'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 PR1046
 PR1046                          STATION RECOVERY (1994)
 PR1046
 PR1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1046'1.8 KM (1.10 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1046'JUNCTION OF U.S. HIGHWAY 14 IN BROOKINGS, 63.3 M (207.7 FT) EAST OF
 PR1046'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 21.3 M (69.9
 PR1046'FT) NORTHEAST OF THE CENTER OF A NORTHBOUND ON RAMP, 6.7 M (22.0 FT)
 PR1046'SOUTHEAST OF THE MOST SOUTHERLY OF 3 BRACED FENCE POSTS, 1.0 M (3.3
 PR1046'FT) BELOW THE LEVEL OF THE RAMP, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 PR1046'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 PR1046'BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH
 PR1046'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PR1046'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1047 ***********************************************************************
 PR1047  DESIGNATION -  I29 135.02
 PR1047  PID         -  PR1047
 PR1047  STATE/COUNTY-  SD/BROOKINGS
 PR1047  COUNTRY     -  US
 PR1047  USGS QUAD   -  BROOKINGS (2017)
 PR1047
 PR1047                         *CURRENT SURVEY CONTROL
 PR1047  ______________________________________________________________________
 PR1047* NAD 83(1986) POSITION- 44 20 38.     (N) 096 45 26.     (W)   SCALED
 PR1047* NAVD 88 ORTHO HEIGHT -   495.403 (meters)     1625.33  (feet) ADJUSTED
 PR1047  ______________________________________________________________________
 PR1047  GEOID HEIGHT    -        -25.337 (meters)                     GEOID18
 PR1047  DYNAMIC HEIGHT  -        495.314 (meters)     1625.04  (feet) COMP
 PR1047  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 PR1047
 PR1047  VERT ORDER      -  FIRST     CLASS II
 PR1047
 PR1047.The horizontal coordinates were scaled from a map and have
 PR1047.an estimated accuracy of +/- 6 seconds.
 PR1047
 PR1047.The orthometric height was determined by differential leveling and
 PR1047.adjusted by the NATIONAL GEODETIC SURVEY
 PR1047.in October 1997.
 PR1047
 PR1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1047.GEOID18 height accuracy estimate available here.
 PR1047
 PR1047.Click photographs - Photos may exist for this station.
 PR1047
 PR1047.The dynamic height is computed by dividing the NAVD 88
 PR1047.geopotential number by the normal gravity value computed on the
 PR1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1047.degrees latitude (g = 980.6199 gals.).
 PR1047
 PR1047.The modeled gravity was interpolated from observed gravity values.
 PR1047
 PR1047;                    North         East    Units  Estimated Accuracy
 PR1047;SPC SD N     -    61,910.      858,520.      MT  (+/- 180 meters Scaled)
 PR1047
 PR1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ787125(NAD 83)
 PR1047
 PR1047                          SUPERSEDED SURVEY CONTROL
 PR1047
 PR1047  NAVD 88 (06/15/91)  495.428  (m)         1625.42   (f) SUPERSEDED  1 2
 PR1047
 PR1047.Superseded values are not recommended for survey control.
 PR1047
 PR1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1047.See file dsdata.pdf to determine how the superseded data were derived.
 PR1047
 PR1047_MARKER: Z = SEE DESCRIPTION
 PR1047_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1047_STAMPING: 29-135.02
 PR1047_MARK LOGO: NGS
 PR1047_PROJECTION: FLUSH
 PR1047_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1047+STABILITY: POSITION/ELEVATION WELL
 PR1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1047+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1047_ROD/PIPE-DEPTH: 6.4 meters
 PR1047_SLEEVE-DEPTH  : 2.0 meters
 PR1047
 PR1047  HISTORY     - Date     Condition        Report By
 PR1047  HISTORY     - UNK      MONUMENTED       SDDT
 PR1047  HISTORY     - 19900703 GOOD             NGS
 PR1047
 PR1047                          STATION DESCRIPTION
 PR1047
 PR1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1047'3.6 KM (2.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1047'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 58.7 M (192.6 FT) NORTH
 PR1047'OF THE MOST NORTHERLY OF 2 FENCE BRACE POSTS, 44.0 M (144.4 FT)
 PR1047'NORTHEAST OF MILEPOST 135, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF
 PR1047'THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A
 PR1047'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 PR1047'BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH
 PR1047'IRON PIPE.   ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PR1047'AND THEN A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1048 ***********************************************************************
 PR1048  DESIGNATION -  I29 135.97
 PR1048  PID         -  PR1048
 PR1048  STATE/COUNTY-  SD/BROOKINGS
 PR1048  COUNTRY     -  US
 PR1048  USGS QUAD   -  BROOKINGS (2017)
 PR1048
 PR1048                         *CURRENT SURVEY CONTROL
 PR1048  ______________________________________________________________________
 PR1048* NAD 83(1986) POSITION- 44 21 25.46   (N) 096 45 26.12   (W)   HD_HELD1
 PR1048* NAVD 88 ORTHO HEIGHT -   499.911 (meters)     1640.12  (feet) ADJUSTED
 PR1048  ______________________________________________________________________
 PR1048  GEOID HEIGHT    -        -25.295 (meters)                     GEOID18
 PR1048  DYNAMIC HEIGHT  -        499.822 (meters)     1639.83  (feet) COMP
 PR1048  MODELED GRAVITY -    980,424.6   (mgal)                       NAVD 88
 PR1048
 PR1048  VERT ORDER      -  FIRST     CLASS II
 PR1048
 PR1048.The horizontal coordinates were determined by differentially corrected
 PR1048.hand held GPS observations or other comparable positioning techniques
 PR1048.and have an estimated accuracy of +/- 3 meters.
 PR1048
 PR1048.The orthometric height was determined by differential leveling and
 PR1048.adjusted by the NATIONAL GEODETIC SURVEY
 PR1048.in October 1997.
 PR1048
 PR1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1048.GEOID18 height accuracy estimate available here.
 PR1048
 PR1048.Click photographs - Photos may exist for this station.
 PR1048
 PR1048.The dynamic height is computed by dividing the NAVD 88
 PR1048.geopotential number by the normal gravity value computed on the
 PR1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1048.degrees latitude (g = 980.6199 gals.).
 PR1048
 PR1048.The modeled gravity was interpolated from observed gravity values.
 PR1048
 PR1048;                    North         East    Units  Estimated Accuracy
 PR1048;SPC SD N     -    63,376.5     858,457.2     MT  (+/- 3 meters HH1 GPS) 
 PR1048
 PR1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7872913979(NAD 83)
 PR1048
 PR1048                          SUPERSEDED SURVEY CONTROL
 PR1048
 PR1048  NAVD 88 (06/15/91)  499.935  (m)         1640.20   (f) SUPERSEDED  1 2
 PR1048
 PR1048.Superseded values are not recommended for survey control.
 PR1048
 PR1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1048.See file dsdata.pdf to determine how the superseded data were derived.
 PR1048
 PR1048_MARKER: Z = SEE DESCRIPTION
 PR1048_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1048_STAMPING: 29-135.97
 PR1048_MARK LOGO: NGS
 PR1048_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1048_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1048+STABILITY: POSITION/ELEVATION WELL
 PR1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1048+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1048_ROD/PIPE-DEPTH: 6.4 meters
 PR1048_SLEEVE-DEPTH  : 2.0 meters
 PR1048
 PR1048  HISTORY     - Date     Condition        Report By
 PR1048  HISTORY     - UNK      MONUMENTED       SDDT
 PR1048  HISTORY     - 19900703 GOOD             NGS
 PR1048
 PR1048                          STATION DESCRIPTION
 PR1048
 PR1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1048'5.2 KM (3.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1048'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 80.0 M (262.5 FT)
 PR1048'SOUTH-SOUTHEAST OF MILEPOST 136, 31.7 M (104.0 FT) EAST OF THE
 PR1048'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 19.3 M (63.3 FT)
 PR1048'SOUTH OF THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, 1.0 M (3.3 FT)
 PR1048'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 PR1048'POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 PR1048'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON
 PR1048'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 PR1048'THEN A THROUGH 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1049 ***********************************************************************
 PR1049  DESIGNATION -  I29 136.06
 PR1049  PID         -  PR1049
 PR1049  STATE/COUNTY-  SD/BROOKINGS
 PR1049  COUNTRY     -  US
 PR1049  USGS QUAD   -  BROOKINGS (2017)
 PR1049
 PR1049                         *CURRENT SURVEY CONTROL
 PR1049  ______________________________________________________________________
 PR1049* NAD 83(1986) POSITION- 44 21 31.     (N) 096 45 25.     (W)   SCALED
 PR1049* NAVD 88 ORTHO HEIGHT -   502.377 (meters)     1648.22  (feet) ADJUSTED
 PR1049  ______________________________________________________________________
 PR1049  GEOID HEIGHT    -        -25.291 (meters)                     GEOID18
 PR1049  DYNAMIC HEIGHT  -        502.288 (meters)     1647.92  (feet) COMP
 PR1049  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 PR1049
 PR1049  VERT ORDER      -  FIRST     CLASS II
 PR1049
 PR1049.The horizontal coordinates were scaled from a map and have
 PR1049.an estimated accuracy of +/- 6 seconds.
 PR1049
 PR1049.The orthometric height was determined by differential leveling and
 PR1049.adjusted by the NATIONAL GEODETIC SURVEY
 PR1049.in October 1997.
 PR1049
 PR1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1049.GEOID18 height accuracy estimate available here.
 PR1049
 PR1049.Click photographs - Photos may exist for this station.
 PR1049
 PR1049.The dynamic height is computed by dividing the NAVD 88
 PR1049.geopotential number by the normal gravity value computed on the
 PR1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1049.degrees latitude (g = 980.6199 gals.).
 PR1049
 PR1049.The modeled gravity was interpolated from observed gravity values.
 PR1049
 PR1049;                    North         East    Units  Estimated Accuracy
 PR1049;SPC SD N     -    63,550.      858,480.      MT  (+/- 180 meters Scaled)
 PR1049
 PR1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ787141(NAD 83)
 PR1049
 PR1049                          SUPERSEDED SURVEY CONTROL
 PR1049
 PR1049  NAVD 88 (06/15/91)  502.401  (m)         1648.29   (f) SUPERSEDED  1 2
 PR1049
 PR1049.Superseded values are not recommended for survey control.
 PR1049
 PR1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1049.See file dsdata.pdf to determine how the superseded data were derived.
 PR1049
 PR1049_MARKER: DB = BENCH MARK DISK
 PR1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1049_STAMPING: 29-136.06 1974 1647.495
 PR1049_MARK LOGO: SDDT
 PR1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1049+STABILITY: SURFACE MOTION
 PR1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1049+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1049
 PR1049  HISTORY     - Date     Condition        Report By
 PR1049  HISTORY     - 1974     MONUMENTED       SDDT
 PR1049  HISTORY     - 19900703 GOOD             NGS
 PR1049
 PR1049                          STATION DESCRIPTION
 PR1049
 PR1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1049'5.3 KM (3.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1049'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 86.0 M (282.2 FT)
 PR1049'NORTH-NORTHEAST OF MILEPOST 136, 31.8 M (104.3 FT) EAST OF THE
 PR1049'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 17.0 M (55.8 FT)
 PR1049'SOUTH OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PR1049'HIGHWAY, 0.3 M (1.0 FT) WEST OF A FENCE, 0.2 M (0.7 FT) WEST OF A
 PR1049'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1050 ***********************************************************************
 PR1050  DESIGNATION -  I29 137.06
 PR1050  PID         -  PR1050
 PR1050  STATE/COUNTY-  SD/BROOKINGS
 PR1050  COUNTRY     -  US
 PR1050  USGS QUAD   -  BROOKINGS (2017)
 PR1050
 PR1050                         *CURRENT SURVEY CONTROL
 PR1050  ______________________________________________________________________
 PR1050* NAD 83(1986) POSITION- 44 22 24.     (N) 096 45 26.     (W)   SCALED
 PR1050* NAVD 88 ORTHO HEIGHT -   510.822 (meters)     1675.92  (feet) ADJUSTED
 PR1050  ______________________________________________________________________
 PR1050  GEOID HEIGHT    -        -25.247 (meters)                     GEOID18
 PR1050  DYNAMIC HEIGHT  -        510.733 (meters)     1675.63  (feet) COMP
 PR1050  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 PR1050
 PR1050  VERT ORDER      -  FIRST     CLASS II
 PR1050
 PR1050.The horizontal coordinates were scaled from a map and have
 PR1050.an estimated accuracy of +/- 6 seconds.
 PR1050
 PR1050.The orthometric height was determined by differential leveling and
 PR1050.adjusted by the NATIONAL GEODETIC SURVEY
 PR1050.in October 1997.
 PR1050
 PR1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1050.GEOID18 height accuracy estimate available here.
 PR1050
 PR1050.Click photographs - Photos may exist for this station.
 PR1050
 PR1050.The dynamic height is computed by dividing the NAVD 88
 PR1050.geopotential number by the normal gravity value computed on the
 PR1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1050.degrees latitude (g = 980.6199 gals.).
 PR1050
 PR1050.The modeled gravity was interpolated from observed gravity values.
 PR1050
 PR1050;                    North         East    Units  Estimated Accuracy
 PR1050;SPC SD N     -    65,180.      858,390.      MT  (+/- 180 meters Scaled)
 PR1050
 PR1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ786157(NAD 83)
 PR1050
 PR1050                          SUPERSEDED SURVEY CONTROL
 PR1050
 PR1050  NAVD 88 (06/15/91)  510.846  (m)         1676.00   (f) SUPERSEDED  1 2
 PR1050
 PR1050.Superseded values are not recommended for survey control.
 PR1050
 PR1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1050.See file dsdata.pdf to determine how the superseded data were derived.
 PR1050
 PR1050_MARKER: DB = BENCH MARK DISK
 PR1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1050_STAMPING: 29-137.06 1974 1675.186
 PR1050_MARK LOGO: SDDT
 PR1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1050+STABILITY: SURFACE MOTION
 PR1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1050+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1050
 PR1050  HISTORY     - Date     Condition        Report By
 PR1050  HISTORY     - 1974     MONUMENTED       SDDT
 PR1050  HISTORY     - 19900703 GOOD             NGS
 PR1050
 PR1050                          STATION DESCRIPTION
 PR1050
 PR1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1050'6.9 KM (4.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1050'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.1 KM (0.1 MI) NORTH OF
 PR1050'MILEPOST 137, 31.7 M (104.0 FT) EAST OF THE CENTERLINE OF THE
 PR1050'NORTHBOUND LANES OF THE HIGHWAY, 16.2 M (53.1 FT) SOUTH OF THE MOST
 PR1050'SOUTHERLY OF 2 FENCE BRACE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 PR1050'THE HIGHWAY, 0.1 M (0.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 PR1050'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1051 ***********************************************************************
 PR1051  DESIGNATION -  I29 137.59
 PR1051  PID         -  PR1051
 PR1051  STATE/COUNTY-  SD/BROOKINGS
 PR1051  COUNTRY     -  US
 PR1051  USGS QUAD   -  BROOKINGS NE (2017)
 PR1051
 PR1051                         *CURRENT SURVEY CONTROL
 PR1051  ______________________________________________________________________
 PR1051* NAD 83(1986) POSITION- 44 22 51.     (N) 096 45 24.     (W)   SCALED
 PR1051* NAVD 88 ORTHO HEIGHT -   519.992 (meters)     1706.01  (feet) ADJUSTED
 PR1051  ______________________________________________________________________
 PR1051  GEOID HEIGHT    -        -25.228 (meters)                     GEOID18
 PR1051  DYNAMIC HEIGHT  -        519.901 (meters)     1705.71  (feet) COMP
 PR1051  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 PR1051
 PR1051  VERT ORDER      -  FIRST     CLASS II
 PR1051
 PR1051.The horizontal coordinates were scaled from a map and have
 PR1051.an estimated accuracy of +/- 6 seconds.
 PR1051
 PR1051.The orthometric height was determined by differential leveling and
 PR1051.adjusted by the NATIONAL GEODETIC SURVEY
 PR1051.in October 1997.
 PR1051
 PR1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1051.GEOID18 height accuracy estimate available here.
 PR1051
 PR1051.Click photographs - Photos may exist for this station.
 PR1051
 PR1051.The dynamic height is computed by dividing the NAVD 88
 PR1051.geopotential number by the normal gravity value computed on the
 PR1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1051.degrees latitude (g = 980.6199 gals.).
 PR1051
 PR1051.The modeled gravity was interpolated from observed gravity values.
 PR1051
 PR1051;                    North         East    Units  Estimated Accuracy
 PR1051;SPC SD N     -    66,020.      858,400.      MT  (+/- 180 meters Scaled)
 PR1051
 PR1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ787166(NAD 83)
 PR1051
 PR1051                          SUPERSEDED SURVEY CONTROL
 PR1051
 PR1051  NAVD 88 (06/15/91)  520.015  (m)         1706.08   (f) SUPERSEDED  1 2
 PR1051
 PR1051.Superseded values are not recommended for survey control.
 PR1051
 PR1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1051.See file dsdata.pdf to determine how the superseded data were derived.
 PR1051
 PR1051_MARKER: Z = SEE DESCRIPTION
 PR1051_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1051_STAMPING: 29-137.59
 PR1051_MARK LOGO: NGS
 PR1051_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1051_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1051+STABILITY: POSITION/ELEVATION WELL
 PR1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1051+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1051_ROD/PIPE-DEPTH: 6.4 meters
 PR1051_SLEEVE-DEPTH  : 2.0 meters
 PR1051
 PR1051  HISTORY     - Date     Condition        Report By
 PR1051  HISTORY     - UNK      MONUMENTED       SDDT
 PR1051  HISTORY     - 19900703 GOOD             NGS
 PR1051
 PR1051                          STATION DESCRIPTION
 PR1051
 PR1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1051'7.7 KM (4.8 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1051'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.0 KM
 PR1051'(0.6 MI) NORTH OF MILEPOST 137, 0.3 KM (0.2 MI) SOUTH OF A COUNTY
 PR1051'ROAD OVERPASS, 31.3 M (102.7 FT) EAST OF AND LEVEL WITH THE
 PR1051'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.7 M (18.7 FT)
 PR1051'SOUTH OF THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, AND 0.5 M
 PR1051'(1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS
 PR1051'A STAINLESS STEEL BALL THAT IS EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1051'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1051'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1068 ***********************************************************************
 PR1068  DESIGNATION -  I29 137.82
 PR1068  PID         -  PR1068
 PR1068  STATE/COUNTY-  SD/BROOKINGS
 PR1068  COUNTRY     -  US
 PR1068  USGS QUAD   -  BROOKINGS NE (2017)
 PR1068
 PR1068                         *CURRENT SURVEY CONTROL
 PR1068  ______________________________________________________________________
 PR1068* NAD 83(1986) POSITION- 44 23 03.     (N) 096 45 24.     (W)   SCALED
 PR1068* NAVD 88 ORTHO HEIGHT -   523.464 (meters)     1717.40  (feet) ADJUSTED
 PR1068  ______________________________________________________________________
 PR1068  GEOID HEIGHT    -        -25.220 (meters)                     GEOID18
 PR1068  DYNAMIC HEIGHT  -        523.373 (meters)     1717.10  (feet) COMP
 PR1068  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 PR1068
 PR1068  VERT ORDER      -  FIRST     CLASS II
 PR1068
 PR1068.The horizontal coordinates were scaled from a map and have
 PR1068.an estimated accuracy of +/- 6 seconds.
 PR1068
 PR1068.The orthometric height was determined by differential leveling and
 PR1068.adjusted by the NATIONAL GEODETIC SURVEY
 PR1068.in October 1997.
 PR1068
 PR1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1068.GEOID18 height accuracy estimate available here.
 PR1068
 PR1068.Click photographs - Photos may exist for this station.
 PR1068
 PR1068.The dynamic height is computed by dividing the NAVD 88
 PR1068.geopotential number by the normal gravity value computed on the
 PR1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1068.degrees latitude (g = 980.6199 gals.).
 PR1068
 PR1068.The modeled gravity was interpolated from observed gravity values.
 PR1068
 PR1068;                    North         East    Units  Estimated Accuracy
 PR1068;SPC SD N     -    66,390.      858,380.      MT  (+/- 180 meters Scaled)
 PR1068
 PR1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ786169(NAD 83)
 PR1068
 PR1068                          SUPERSEDED SURVEY CONTROL
 PR1068
 PR1068  NAVD 88 (06/15/91)  523.487  (m)         1717.47   (f) SUPERSEDED  1 2
 PR1068
 PR1068.Superseded values are not recommended for survey control.
 PR1068
 PR1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1068.See file dsdata.pdf to determine how the superseded data were derived.
 PR1068
 PR1068_MARKER: DB = BENCH MARK DISK
 PR1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1068_STAMPING: 29-137.82 1974 1716.563
 PR1068_MARK LOGO: SDDT
 PR1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1068+STABILITY: SURFACE MOTION
 PR1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1068+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1068
 PR1068  HISTORY     - Date     Condition        Report By
 PR1068  HISTORY     - 1974     MONUMENTED       SDDT
 PR1068  HISTORY     - 19900703 GOOD             NGS
 PR1068
 PR1068                          STATION DESCRIPTION
 PR1068
 PR1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1068'8.0 KM (5.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1068'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.3 KM
 PR1068'(0.8 MI) NORTH OF MILEPOST 137, 31.7 M (104.0 FT) EAST OF THE
 PR1068'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 31.2 M (102.4 FT)
 PR1068'(SLOPE MEASUREMENT) NORTH OF THE NORTH END OF THE EAST ABUTMENT OF A
 PR1068'COUNTY ROAD OVERPASS OF THE HIGHWAY, 12.5 M (41.0 FT) NORTH OF A
 PR1068'T-FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 PR1068'(0.7 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 PR1068'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1052 ***********************************************************************
 PR1052  DESIGNATION -  I29 138.30
 PR1052  PID         -  PR1052
 PR1052  STATE/COUNTY-  SD/BROOKINGS
 PR1052  COUNTRY     -  US
 PR1052  USGS QUAD   -  BROOKINGS NE (2017)
 PR1052
 PR1052                         *CURRENT SURVEY CONTROL
 PR1052  ______________________________________________________________________
 PR1052* NAD 83(1986) POSITION- 44 23 28.     (N) 096 45 24.     (W)   SCALED
 PR1052* NAVD 88 ORTHO HEIGHT -   521.304 (meters)     1710.31  (feet) ADJUSTED
 PR1052  ______________________________________________________________________
 PR1052  GEOID HEIGHT    -        -25.205 (meters)                     GEOID18
 PR1052  DYNAMIC HEIGHT  -        521.214 (meters)     1710.02  (feet) COMP
 PR1052  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 PR1052
 PR1052  VERT ORDER      -  FIRST     CLASS II
 PR1052
 PR1052.The horizontal coordinates were scaled from a map and have
 PR1052.an estimated accuracy of +/- 6 seconds.
 PR1052
 PR1052.The orthometric height was determined by differential leveling and
 PR1052.adjusted by the NATIONAL GEODETIC SURVEY
 PR1052.in October 1997.
 PR1052
 PR1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1052.GEOID18 height accuracy estimate available here.
 PR1052
 PR1052.Click photographs - Photos may exist for this station.
 PR1052
 PR1052.The dynamic height is computed by dividing the NAVD 88
 PR1052.geopotential number by the normal gravity value computed on the
 PR1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1052.degrees latitude (g = 980.6199 gals.).
 PR1052
 PR1052.The modeled gravity was interpolated from observed gravity values.
 PR1052
 PR1052;                    North         East    Units  Estimated Accuracy
 PR1052;SPC SD N     -    67,160.      858,350.      MT  (+/- 180 meters Scaled)
 PR1052
 PR1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ786177(NAD 83)
 PR1052
 PR1052                          SUPERSEDED SURVEY CONTROL
 PR1052
 PR1052  NAVD 88 (06/15/91)  521.326  (m)         1710.38   (f) SUPERSEDED  1 2
 PR1052
 PR1052.Superseded values are not recommended for survey control.
 PR1052
 PR1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1052.See file dsdata.pdf to determine how the superseded data were derived.
 PR1052
 PR1052_MARKER: DB = BENCH MARK DISK
 PR1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1052_STAMPING: 29-138.30 1974 1709.513
 PR1052_MARK LOGO: SDDT
 PR1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1052+STABILITY: SURFACE MOTION
 PR1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1052+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1052
 PR1052  HISTORY     - Date     Condition        Report By
 PR1052  HISTORY     - 1974     MONUMENTED       SDDT
 PR1052  HISTORY     - 19900703 GOOD             NGS
 PR1052
 PR1052                          STATION DESCRIPTION
 PR1052
 PR1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1052'8.85 KM (5.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1052'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 0.8 KM
 PR1052'(0.5 MI) NORTH OF A COUNTY ROAD OVERPASS, 0.5 KM (0.3 MI) NORTH OF
 PR1052'MILEPOST 138, 31.7 M (104.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 PR1052'OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A
 PR1052'WITNESS POST AND A T-FENCE CORNER, AND THE MONUMENT IS 0.4 M
 PR1052'(1.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1053 ***********************************************************************
 PR1053  DESIGNATION -  I29 138.85
 PR1053  PID         -  PR1053
 PR1053  STATE/COUNTY-  SD/BROOKINGS
 PR1053  COUNTRY     -  US
 PR1053  USGS QUAD   -  BROOKINGS NE (2017)
 PR1053
 PR1053                         *CURRENT SURVEY CONTROL
 PR1053  ______________________________________________________________________
 PR1053* NAD 83(1986) POSITION- 44 23 56.     (N) 096 45 24.     (W)   SCALED
 PR1053* NAVD 88 ORTHO HEIGHT -   518.083 (meters)     1699.74  (feet) ADJUSTED
 PR1053  ______________________________________________________________________
 PR1053  GEOID HEIGHT    -        -25.190 (meters)                     GEOID18
 PR1053  DYNAMIC HEIGHT  -        517.994 (meters)     1699.45  (feet) COMP
 PR1053  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 PR1053
 PR1053  VERT ORDER      -  FIRST     CLASS II
 PR1053
 PR1053.The horizontal coordinates were scaled from a map and have
 PR1053.an estimated accuracy of +/- 6 seconds.
 PR1053
 PR1053.The orthometric height was determined by differential leveling and
 PR1053.adjusted by the NATIONAL GEODETIC SURVEY
 PR1053.in October 1997.
 PR1053
 PR1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1053.GEOID18 height accuracy estimate available here.
 PR1053
 PR1053.Click photographs - Photos may exist for this station.
 PR1053
 PR1053.The dynamic height is computed by dividing the NAVD 88
 PR1053.geopotential number by the normal gravity value computed on the
 PR1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1053.degrees latitude (g = 980.6199 gals.).
 PR1053
 PR1053.The modeled gravity was interpolated from observed gravity values.
 PR1053
 PR1053;                    North         East    Units  Estimated Accuracy
 PR1053;SPC SD N     -    68,020.      858,320.      MT  (+/- 180 meters Scaled)
 PR1053
 PR1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ786186(NAD 83)
 PR1053
 PR1053                          SUPERSEDED SURVEY CONTROL
 PR1053
 PR1053  NAVD 88 (06/15/91)  518.105  (m)         1699.82   (f) SUPERSEDED  1 2
 PR1053
 PR1053.Superseded values are not recommended for survey control.
 PR1053
 PR1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1053.See file dsdata.pdf to determine how the superseded data were derived.
 PR1053
 PR1053_MARKER: DD = SURVEY DISK
 PR1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1053_STAMPING: I29-138.85 1974 1698.903
 PR1053_MARK LOGO: SDDT
 PR1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1053+STABILITY: SURFACE MOTION
 PR1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1053+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1053
 PR1053  HISTORY     - Date     Condition        Report By
 PR1053  HISTORY     - 1874     MONUMENTED       SDDT
 PR1053  HISTORY     - 19900703 GOOD             NGS
 PR1053  HISTORY     - 19991213 GOOD             LOCENG
 PR1053
 PR1053                          STATION DESCRIPTION
 PR1053
 PR1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1053'9.7 KM (6.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1053'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.35 KM
 PR1053'(0.84 MI) NORTH OF MILEPOST 138, 62.0 M (203.4 FT) NORTH OF THE MOST
 PR1053'NORTHERLY OF 2 T-FENCE CORNERS, 31.6 M (103.7 FT) EAST OF THE
 PR1053'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 PR1053'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST
 PR1053'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR1053
 PR1053                          STATION RECOVERY (1999)
 PR1053
 PR1053'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (MD)
 PR1053'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1054 ***********************************************************************
 PR1054  DESIGNATION -  I29 139.28
 PR1054  PID         -  PR1054
 PR1054  STATE/COUNTY-  SD/BROOKINGS
 PR1054  COUNTRY     -  US
 PR1054  USGS QUAD   -  BROOKINGS NE (2017)
 PR1054
 PR1054                         *CURRENT SURVEY CONTROL
 PR1054  ______________________________________________________________________
 PR1054* NAD 83(1986) POSITION- 44 24 19.     (N) 096 45 24.     (W)   SCALED
 PR1054* NAVD 88 ORTHO HEIGHT -   512.343 (meters)     1680.91  (feet) ADJUSTED
 PR1054  ______________________________________________________________________
 PR1054  GEOID HEIGHT    -        -25.180 (meters)                     GEOID18
 PR1054  DYNAMIC HEIGHT  -        512.256 (meters)     1680.63  (feet) COMP
 PR1054  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 PR1054
 PR1054  VERT ORDER      -  FIRST     CLASS II
 PR1054
 PR1054.The horizontal coordinates were scaled from a map and have
 PR1054.an estimated accuracy of +/- 6 seconds.
 PR1054
 PR1054.The orthometric height was determined by differential leveling and
 PR1054.adjusted by the NATIONAL GEODETIC SURVEY
 PR1054.in October 1997.
 PR1054
 PR1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1054.GEOID18 height accuracy estimate available here.
 PR1054
 PR1054.Click photographs - Photos may exist for this station.
 PR1054
 PR1054.The dynamic height is computed by dividing the NAVD 88
 PR1054.geopotential number by the normal gravity value computed on the
 PR1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1054.degrees latitude (g = 980.6199 gals.).
 PR1054
 PR1054.The modeled gravity was interpolated from observed gravity values.
 PR1054
 PR1054;                    North         East    Units  Estimated Accuracy
 PR1054;SPC SD N     -    68,730.      858,290.      MT  (+/- 180 meters Scaled)
 PR1054
 PR1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ786193(NAD 83)
 PR1054
 PR1054                          SUPERSEDED SURVEY CONTROL
 PR1054
 PR1054  NAVD 88 (06/15/91)  512.365  (m)         1680.98   (f) SUPERSEDED  1 2
 PR1054
 PR1054.Superseded values are not recommended for survey control.
 PR1054
 PR1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1054.See file dsdata.pdf to determine how the superseded data were derived.
 PR1054
 PR1054_MARKER: DB = BENCH MARK DISK
 PR1054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1054_SP_SET: HEADWALL
 PR1054_STAMPING: 29-139.28 1974 1680.133
 PR1054_MARK LOGO: SDDT
 PR1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1054+STABILITY: SURFACE MOTION
 PR1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1054+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1054
 PR1054  HISTORY     - Date     Condition        Report By
 PR1054  HISTORY     - 1974     MONUMENTED       SDDT
 PR1054  HISTORY     - 19900703 GOOD             NGS
 PR1054
 PR1054                          STATION DESCRIPTION
 PR1054
 PR1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1054'10.5 KM (6.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1054'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 0.45 KM
 PR1054'(0.28 MI) NORTH OF MILEPOST 139, IN TOP OF AND 0.3 M (1.0 FT) SOUTH
 PR1054'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A MULTI-BOX
 PR1054'CULVERT, 10.9 M (35.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 PR1054'LANES OF THE HIGHWAY, 0.85 M (2.79 FT) SOUTHWEST OF A WITNESS POST,
 PR1054'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1055 ***********************************************************************
 PR1055  DESIGNATION -  I29 139.90
 PR1055  PID         -  PR1055
 PR1055  STATE/COUNTY-  SD/BROOKINGS
 PR1055  COUNTRY     -  US
 PR1055  USGS QUAD   -  BROOKINGS NE (2017)
 PR1055
 PR1055                         *CURRENT SURVEY CONTROL
 PR1055  ______________________________________________________________________
 PR1055* NAD 83(1986) POSITION- 44 24 52.     (N) 096 45 23.     (W)   SCALED
 PR1055* NAVD 88 ORTHO HEIGHT -   513.085 (meters)     1683.35  (feet) ADJUSTED
 PR1055  ______________________________________________________________________
 PR1055  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 PR1055  DYNAMIC HEIGHT  -        512.998 (meters)     1683.06  (feet) COMP
 PR1055  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 PR1055
 PR1055  VERT ORDER      -  FIRST     CLASS II
 PR1055
 PR1055.The horizontal coordinates were scaled from a map and have
 PR1055.an estimated accuracy of +/- 6 seconds.
 PR1055
 PR1055.The orthometric height was determined by differential leveling and
 PR1055.adjusted by the NATIONAL GEODETIC SURVEY
 PR1055.in October 1997.
 PR1055
 PR1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1055.GEOID18 height accuracy estimate available here.
 PR1055
 PR1055.Click photographs - Photos may exist for this station.
 PR1055
 PR1055.The dynamic height is computed by dividing the NAVD 88
 PR1055.geopotential number by the normal gravity value computed on the
 PR1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1055.degrees latitude (g = 980.6199 gals.).
 PR1055
 PR1055.The modeled gravity was interpolated from observed gravity values.
 PR1055
 PR1055;                    North         East    Units  Estimated Accuracy
 PR1055;SPC SD N     -    69,750.      858,270.      MT  (+/- 180 meters Scaled)
 PR1055
 PR1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ786203(NAD 83)
 PR1055
 PR1055                          SUPERSEDED SURVEY CONTROL
 PR1055
 PR1055  NAVD 88 (06/15/91)  513.106  (m)         1683.42   (f) SUPERSEDED  1 2
 PR1055
 PR1055.Superseded values are not recommended for survey control.
 PR1055
 PR1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1055.See file dsdata.pdf to determine how the superseded data were derived.
 PR1055
 PR1055_MARKER: DB = BENCH MARK DISK
 PR1055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1055_SP_SET: HEADWALL
 PR1055_STAMPING: 29-139.90 1974 1682.663
 PR1055_MARK LOGO: SDDT
 PR1055_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1055+STABILITY: SURFACE MOTION
 PR1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1055+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1055
 PR1055  HISTORY     - Date     Condition        Report By
 PR1055  HISTORY     - 1974     MONUMENTED       SDDT
 PR1055  HISTORY     - 19900703 GOOD             NGS
 PR1055
 PR1055                          STATION DESCRIPTION
 PR1055
 PR1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1055'11.5 KM (7.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1055'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.45 KM
 PR1055'(0.90 MI) NORTH OF MILEPOST 139, IN TOP OF AND 0.3 M (1.0 FT) SOUTH
 PR1055'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A MULTI-BOX
 PR1055'CULVERT, 9.9 M (32.5 FT) EAST OF THE CENTERLINE  OF THE NORTHBOUND
 PR1055'LANES OF THE HIGHWAY, 0.95 M (3.12 FT) SOUTH-SOUTHWEST OF A WITNESS
 PR1055'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1056 ***********************************************************************
 PR1056  DESIGNATION -  I29 140.30
 PR1056  PID         -  PR1056
 PR1056  STATE/COUNTY-  SD/BROOKINGS
 PR1056  COUNTRY     -  US
 PR1056  USGS QUAD   -  BROOKINGS NE (2017)
 PR1056
 PR1056                         *CURRENT SURVEY CONTROL
 PR1056  ______________________________________________________________________
 PR1056* NAD 83(1986) POSITION- 44 25 12.     (N) 096 45 23.     (W)   SCALED
 PR1056* NAVD 88 ORTHO HEIGHT -   514.822 (meters)     1689.05  (feet) ADJUSTED
 PR1056  ______________________________________________________________________
 PR1056  GEOID HEIGHT    -        -25.161 (meters)                     GEOID18
 PR1056  DYNAMIC HEIGHT  -        514.735 (meters)     1688.76  (feet) COMP
 PR1056  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 PR1056
 PR1056  VERT ORDER      -  FIRST     CLASS II
 PR1056
 PR1056.The horizontal coordinates were scaled from a map and have
 PR1056.an estimated accuracy of +/- 6 seconds.
 PR1056
 PR1056.The orthometric height was determined by differential leveling and
 PR1056.adjusted by the NATIONAL GEODETIC SURVEY
 PR1056.in October 1997.
 PR1056
 PR1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1056.GEOID18 height accuracy estimate available here.
 PR1056
 PR1056.Click photographs - Photos may exist for this station.
 PR1056
 PR1056.The dynamic height is computed by dividing the NAVD 88
 PR1056.geopotential number by the normal gravity value computed on the
 PR1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1056.degrees latitude (g = 980.6199 gals.).
 PR1056
 PR1056.The modeled gravity was interpolated from observed gravity values.
 PR1056
 PR1056;                    North         East    Units  Estimated Accuracy
 PR1056;SPC SD N     -    70,370.      858,250.      MT  (+/- 180 meters Scaled)
 PR1056
 PR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ786209(NAD 83)
 PR1056
 PR1056                          SUPERSEDED SURVEY CONTROL
 PR1056
 PR1056  NAVD 88 (06/15/91)  514.843  (m)         1689.11   (f) SUPERSEDED  1 2
 PR1056
 PR1056.Superseded values are not recommended for survey control.
 PR1056
 PR1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1056.See file dsdata.pdf to determine how the superseded data were derived.
 PR1056
 PR1056_MARKER: DB = BENCH MARK DISK
 PR1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1056_STAMPING: 29-140.30 1974 1688.308
 PR1056_MARK LOGO: SDDT
 PR1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1056+STABILITY: SURFACE MOTION
 PR1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1056+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1056
 PR1056  HISTORY     - Date     Condition        Report By
 PR1056  HISTORY     - 1974     MONUMENTED       SDDT
 PR1056  HISTORY     - 19900703 GOOD             NGS
 PR1056
 PR1056                          STATION DESCRIPTION
 PR1056
 PR1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1056'12.1 KM (7.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1056'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 0.5 KM
 PR1056'(0.3 MI) NORTH OF MILEPOST 140, 0.8 KM (0.5 MI) SOUTH OF THE
 PR1056'INTERSECTION OF STATE HIGHWAY 30 (EXIT 140), 31.5 M (103.3 FT) EAST
 PR1056'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M
 PR1056'(2.0 FT) NORTH-NORTHWEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW
 PR1056'THE LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND
 PR1056'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1057 ***********************************************************************
 PR1057  DESIGNATION -  I29 141.11
 PR1057  PID         -  PR1057
 PR1057  STATE/COUNTY-  SD/BROOKINGS
 PR1057  COUNTRY     -  US
 PR1057  USGS QUAD   -  BROOKINGS NE (2017)
 PR1057
 PR1057                         *CURRENT SURVEY CONTROL
 PR1057  ______________________________________________________________________
 PR1057* NAD 83(1986) POSITION- 44 25 55.     (N) 096 45 23.     (W)   SCALED
 PR1057* NAVD 88 ORTHO HEIGHT -   515.833 (meters)     1692.36  (feet) ADJUSTED
 PR1057  ______________________________________________________________________
 PR1057  GEOID HEIGHT    -        -25.149 (meters)                     GEOID18
 PR1057  DYNAMIC HEIGHT  -        515.746 (meters)     1692.08  (feet) COMP
 PR1057  MODELED GRAVITY -    980,433.0   (mgal)                       NAVD 88
 PR1057
 PR1057  VERT ORDER      -  FIRST     CLASS II
 PR1057
 PR1057.The horizontal coordinates were scaled from a map and have
 PR1057.an estimated accuracy of +/- 6 seconds.
 PR1057
 PR1057.The orthometric height was determined by differential leveling and
 PR1057.adjusted by the NATIONAL GEODETIC SURVEY
 PR1057.in October 1997.
 PR1057
 PR1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1057.GEOID18 height accuracy estimate available here.
 PR1057
 PR1057.Click photographs - Photos may exist for this station.
 PR1057
 PR1057.The dynamic height is computed by dividing the NAVD 88
 PR1057.geopotential number by the normal gravity value computed on the
 PR1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1057.degrees latitude (g = 980.6199 gals.).
 PR1057
 PR1057.The modeled gravity was interpolated from observed gravity values.
 PR1057
 PR1057;                    North         East    Units  Estimated Accuracy
 PR1057;SPC SD N     -    71,690.      858,190.      MT  (+/- 180 meters Scaled)
 PR1057
 PR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ785222(NAD 83)
 PR1057
 PR1057                          SUPERSEDED SURVEY CONTROL
 PR1057
 PR1057  NAVD 88 (06/15/91)  515.853  (m)         1692.43   (f) SUPERSEDED  1 2
 PR1057
 PR1057.Superseded values are not recommended for survey control.
 PR1057
 PR1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1057.See file dsdata.pdf to determine how the superseded data were derived.
 PR1057
 PR1057_MARKER: Z = SEE DESCRIPTION
 PR1057_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1057_STAMPING: 29-141.11
 PR1057_MARK LOGO: NGS
 PR1057_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1057_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1057+STABILITY: POSITION/ELEVATION WELL
 PR1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1057+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1057_ROD/PIPE-DEPTH: 6.4 meters
 PR1057_SLEEVE-DEPTH  : 2.0 meters
 PR1057
 PR1057  HISTORY     - Date     Condition        Report By
 PR1057  HISTORY     - UNK      MONUMENTED       SDDT
 PR1057  HISTORY     - 19900703 GOOD             NGS
 PR1057
 PR1057                          STATION DESCRIPTION
 PR1057
 PR1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1057'13.4 KM (8.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1057'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 0.55 KM
 PR1057'(0.34 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 30 (EXIT 140),
 PR1057'0.15 KM (0.09 MI) NORTH OF MILEPOST 141, 100.0 M (328.1 FT) SOUTH OF
 PR1057'THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, 31.5 M (103.3 FT) EAST OF
 PR1057'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 N BELOW
 PR1057'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST
 PR1057'AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 PR1057'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.
 PR1057'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PR1057'THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1058 ***********************************************************************
 PR1058  DESIGNATION -  I29 141.41
 PR1058  PID         -  PR1058
 PR1058  STATE/COUNTY-  SD/BROOKINGS
 PR1058  COUNTRY     -  US
 PR1058  USGS QUAD   -  BROOKINGS NE (2017)
 PR1058
 PR1058                         *CURRENT SURVEY CONTROL
 PR1058  ______________________________________________________________________
 PR1058* NAD 83(1986) POSITION- 44 26 12.     (N) 096 45 25.     (W)   SCALED
 PR1058* NAVD 88 ORTHO HEIGHT -   518.812 (meters)     1702.14  (feet) ADJUSTED
 PR1058  ______________________________________________________________________
 PR1058  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 PR1058  DYNAMIC HEIGHT  -        518.725 (meters)     1701.85  (feet) COMP
 PR1058  MODELED GRAVITY -    980,433.3   (mgal)                       NAVD 88
 PR1058
 PR1058  VERT ORDER      -  FIRST     CLASS II
 PR1058
 PR1058.The horizontal coordinates were scaled from a map and have
 PR1058.an estimated accuracy of +/- 6 seconds.
 PR1058
 PR1058.The orthometric height was determined by differential leveling and
 PR1058.adjusted by the NATIONAL GEODETIC SURVEY
 PR1058.in October 1997.
 PR1058
 PR1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1058.GEOID18 height accuracy estimate available here.
 PR1058
 PR1058.Click photographs - Photos may exist for this station.
 PR1058
 PR1058.The dynamic height is computed by dividing the NAVD 88
 PR1058.geopotential number by the normal gravity value computed on the
 PR1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1058.degrees latitude (g = 980.6199 gals.).
 PR1058
 PR1058.The modeled gravity was interpolated from observed gravity values.
 PR1058
 PR1058;                    North         East    Units  Estimated Accuracy
 PR1058;SPC SD N     -    72,220.      858,130.      MT  (+/- 180 meters Scaled)
 PR1058
 PR1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ785228(NAD 83)
 PR1058
 PR1058                          SUPERSEDED SURVEY CONTROL
 PR1058
 PR1058  NAVD 88 (06/15/91)  518.832  (m)         1702.20   (f) SUPERSEDED  1 2
 PR1058
 PR1058.Superseded values are not recommended for survey control.
 PR1058
 PR1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1058.See file dsdata.pdf to determine how the superseded data were derived.
 PR1058
 PR1058_MARKER: DB = BENCH MARK DISK
 PR1058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1058_SP_SET: WINGWALL
 PR1058_STAMPING: 29-141.41 1974 1701.455
 PR1058_MARK LOGO: SDDT
 PR1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1058+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1058
 PR1058  HISTORY     - Date     Condition        Report By
 PR1058  HISTORY     - 1974     MONUMENTED       SDDT
 PR1058  HISTORY     - 19900703 GOOD             NGS
 PR1058
 PR1058                          STATION DESCRIPTION
 PR1058
 PR1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1058'13.9 KM (8.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1058'JUNCTION WITH US HIGHWAY 14 (EXIT 132) AT THE EAST EDGE OF BROOKINGS,
 PR1058'0.65 KM (0.40 MI) NORTH OF MILE POST 141, IN TOP OF AND 3.0 M
 PR1058'(9.8 FT) NORTHEAST OF THE SOUTHWEST WINGWALL OF A HIGHWAY BRIDGE
 PR1058'SPANNING A CREEK, 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF THE
 PR1058'SOUTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH-NORTHEAST OF A
 PR1058'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1059 ***********************************************************************
 PR1059  DESIGNATION -  I29 141.65
 PR1059  PID         -  PR1059
 PR1059  STATE/COUNTY-  SD/BROOKINGS
 PR1059  COUNTRY     -  US
 PR1059  USGS QUAD   -  BROOKINGS NE (2017)
 PR1059
 PR1059                         *CURRENT SURVEY CONTROL
 PR1059  ______________________________________________________________________
 PR1059* NAD 83(1986) POSITION- 44 26 23.     (N) 096 45 21.     (W)   SCALED
 PR1059* NAVD 88 ORTHO HEIGHT -   517.080 (meters)     1696.45  (feet) ADJUSTED
 PR1059  ______________________________________________________________________
 PR1059  GEOID HEIGHT    -        -25.143 (meters)                     GEOID18
 PR1059  DYNAMIC HEIGHT  -        516.993 (meters)     1696.17  (feet) COMP
 PR1059  MODELED GRAVITY -    980,433.5   (mgal)                       NAVD 88
 PR1059
 PR1059  VERT ORDER      -  FIRST     CLASS II
 PR1059
 PR1059.The horizontal coordinates were scaled from a map and have
 PR1059.an estimated accuracy of +/- 6 seconds.
 PR1059
 PR1059.The orthometric height was determined by differential leveling and
 PR1059.adjusted by the NATIONAL GEODETIC SURVEY
 PR1059.in October 1997.
 PR1059
 PR1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1059.GEOID18 height accuracy estimate available here.
 PR1059
 PR1059.Click photographs - Photos may exist for this station.
 PR1059
 PR1059.The dynamic height is computed by dividing the NAVD 88
 PR1059.geopotential number by the normal gravity value computed on the
 PR1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1059.degrees latitude (g = 980.6199 gals.).
 PR1059
 PR1059.The modeled gravity was interpolated from observed gravity values.
 PR1059
 PR1059;                    North         East    Units  Estimated Accuracy
 PR1059;SPC SD N     -    72,560.      858,200.      MT  (+/- 180 meters Scaled)
 PR1059
 PR1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ785231(NAD 83)
 PR1059
 PR1059                          SUPERSEDED SURVEY CONTROL
 PR1059
 PR1059  NAVD 88 (06/15/91)  517.099  (m)         1696.52   (f) SUPERSEDED  1 2
 PR1059
 PR1059.Superseded values are not recommended for survey control.
 PR1059
 PR1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1059.See file dsdata.pdf to determine how the superseded data were derived.
 PR1059
 PR1059_MARKER: Z = SEE DESCRIPTION
 PR1059_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1059_STAMPING: 29-141.65
 PR1059_MARK LOGO: NGS
 PR1059_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1059_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1059+STABILITY: POSITION/ELEVATION WELL
 PR1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1059+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1059_ROD/PIPE-DEPTH: 6.4 meters
 PR1059_SLEEVE-DEPTH  : 2.0 meters
 PR1059
 PR1059  HISTORY     - Date     Condition        Report By
 PR1059  HISTORY     - UNK      MONUMENTED       SDDT
 PR1059  HISTORY     - 19900703 GOOD             NGS
 PR1059
 PR1059                          STATION DESCRIPTION
 PR1059
 PR1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1059'14.3 KM (8.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1059'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.4 KM
 PR1059'(0.9 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 30 (EXIT 140),
 PR1059'1.0 KM (0.6 MI) NORTH OF MILEPOST 141, 31.7 M (104.0 FT) EAST OF THE
 PR1059'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.3 M (60.0 FT)
 PR1059'SOUTHEAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN, 3.0 M
 PR1059'(9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.45 M (1.48 FT) WEST OF
 PR1059'A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 PR1059'BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 IRON
 PR1059'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 PR1059'THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1060 ***********************************************************************
 PR1060  DESIGNATION -  I29 141.81
 PR1060  PID         -  PR1060
 PR1060  STATE/COUNTY-  SD/BROOKINGS
 PR1060  COUNTRY     -  US
 PR1060  USGS QUAD   -  BROOKINGS NE (2017)
 PR1060
 PR1060                         *CURRENT SURVEY CONTROL
 PR1060  ______________________________________________________________________
 PR1060* NAD 83(1986) POSITION- 44 26 31.     (N) 096 45 22.     (W)   SCALED
 PR1060* NAVD 88 ORTHO HEIGHT -   521.290 (meters)     1710.27  (feet) ADJUSTED
 PR1060  ______________________________________________________________________
 PR1060  GEOID HEIGHT    -        -25.142 (meters)                     GEOID18
 PR1060  DYNAMIC HEIGHT  -        521.203 (meters)     1709.98  (feet) COMP
 PR1060  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 PR1060
 PR1060  VERT ORDER      -  FIRST     CLASS II
 PR1060
 PR1060.The horizontal coordinates were scaled from a map and have
 PR1060.an estimated accuracy of +/- 6 seconds.
 PR1060
 PR1060.The orthometric height was determined by differential leveling and
 PR1060.adjusted by the NATIONAL GEODETIC SURVEY
 PR1060.in October 1997.
 PR1060
 PR1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1060.GEOID18 height accuracy estimate available here.
 PR1060
 PR1060.Click photographs - Photos may exist for this station.
 PR1060
 PR1060.The dynamic height is computed by dividing the NAVD 88
 PR1060.geopotential number by the normal gravity value computed on the
 PR1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1060.degrees latitude (g = 980.6199 gals.).
 PR1060
 PR1060.The modeled gravity was interpolated from observed gravity values.
 PR1060
 PR1060;                    North         East    Units  Estimated Accuracy
 PR1060;SPC SD N     -    72,800.      858,170.      MT  (+/- 180 meters Scaled)
 PR1060
 PR1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ785234(NAD 83)
 PR1060
 PR1060                          SUPERSEDED SURVEY CONTROL
 PR1060
 PR1060  NAVD 88 (06/15/91)  521.310  (m)         1710.33   (f) SUPERSEDED  1 2
 PR1060
 PR1060.Superseded values are not recommended for survey control.
 PR1060
 PR1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1060.See file dsdata.pdf to determine how the superseded data were derived.
 PR1060
 PR1060_MARKER: DB = BENCH MARK DISK
 PR1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1060_STAMPING: 29-141.81 1974 1709.491
 PR1060_MARK LOGO: SDDT
 PR1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1060+STABILITY: SURFACE MOTION
 PR1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1060+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1060
 PR1060  HISTORY     - Date     Condition        Report By
 PR1060  HISTORY     - 1974     MONUMENTED       SDDT
 PR1060  HISTORY     - 19900703 GOOD             NGS
 PR1060
 PR1060                          STATION DESCRIPTION
 PR1060
 PR1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1060'14.5 KM (9.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1060'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) OF BROOKINGS, 1.85 KM
 PR1060'(1.15 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 30 (EXIT 140),
 PR1060'1.3 KM (0.8 MI) NORTH OF MILEPOST 141, 31.6 M (103.7 FT) EAST OF THE
 PR1060'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.7 M (35.1 FT)
 PR1060'NORTH OF THE EXTENDED CENTER OF AN ABANDONED ROAD, 0.75 M (2.46 FT)
 PR1060'NORTH-NORTHWEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 PR1060'THE HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND
 PR1060'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1061 ***********************************************************************
 PR1061  DESIGNATION -  I29 142.80
 PR1061  PID         -  PR1061
 PR1061  STATE/COUNTY-  SD/BROOKINGS
 PR1061  COUNTRY     -  US
 PR1061  USGS QUAD   -  BROOKINGS NE (2017)
 PR1061
 PR1061                         *CURRENT SURVEY CONTROL
 PR1061  ______________________________________________________________________
 PR1061* NAD 83(1986) POSITION- 44 27 23.     (N) 096 45 23.     (W)   SCALED
 PR1061* NAVD 88 ORTHO HEIGHT -   523.947 (meters)     1718.98  (feet) ADJUSTED
 PR1061  ______________________________________________________________________
 PR1061  GEOID HEIGHT    -        -25.132 (meters)                     GEOID18
 PR1061  DYNAMIC HEIGHT  -        523.860 (meters)     1718.70  (feet) COMP
 PR1061  MODELED GRAVITY -    980,434.3   (mgal)                       NAVD 88
 PR1061
 PR1061  VERT ORDER      -  FIRST     CLASS II
 PR1061
 PR1061.The horizontal coordinates were scaled from a map and have
 PR1061.an estimated accuracy of +/- 6 seconds.
 PR1061
 PR1061.The orthometric height was determined by differential leveling and
 PR1061.adjusted by the NATIONAL GEODETIC SURVEY
 PR1061.in October 1997.
 PR1061
 PR1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1061.GEOID18 height accuracy estimate available here.
 PR1061
 PR1061.Click photographs - Photos may exist for this station.
 PR1061
 PR1061.The dynamic height is computed by dividing the NAVD 88
 PR1061.geopotential number by the normal gravity value computed on the
 PR1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1061.degrees latitude (g = 980.6199 gals.).
 PR1061
 PR1061.The modeled gravity was interpolated from observed gravity values.
 PR1061
 PR1061;                    North         East    Units  Estimated Accuracy
 PR1061;SPC SD N     -    74,410.      858,080.      MT  (+/- 180 meters Scaled)
 PR1061
 PR1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ784250(NAD 83)
 PR1061
 PR1061                          SUPERSEDED SURVEY CONTROL
 PR1061
 PR1061  NAVD 88 (06/15/91)  523.966  (m)         1719.05   (f) SUPERSEDED  1 2
 PR1061
 PR1061.Superseded values are not recommended for survey control.
 PR1061
 PR1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1061.See file dsdata.pdf to determine how the superseded data were derived.
 PR1061
 PR1061_MARKER: DB = BENCH MARK DISK
 PR1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1061_STAMPING: 29-142.80 1974 1718.179
 PR1061_MARK LOGO: SDDT
 PR1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1061+STABILITY: SURFACE MOTION
 PR1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1061+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1061
 PR1061  HISTORY     - Date     Condition        Report By
 PR1061  HISTORY     - 1974     MONUMENTED       SDDT
 PR1061  HISTORY     - 19900703 GOOD             NGS
 PR1061
 PR1061                          STATION DESCRIPTION
 PR1061
 PR1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1061'16.1 KM (10.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1061'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.3 KM
 PR1061'(0.8 MI) NORTH OF MILEPOST 142, 31.7 M (104.0 FT) EAST OF THE
 PR1061'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.3 M (37.1 FT)
 PR1061'NORTH OF THE EXTENDED CENTER OF AN ABANDONED ROAD BED, 1.7 M (5.6 FT)
 PR1061'NORTH-NORTHWEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 PR1061'THE HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND
 PR1061'THE MONUMENT IS 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1062 ***********************************************************************
 PR1062  DESIGNATION -  I29 143.77
 PR1062  PID         -  PR1062
 PR1062  STATE/COUNTY-  SD/BROOKINGS
 PR1062  COUNTRY     -  US
 PR1062  USGS QUAD   -  BROOKINGS NE (2017)
 PR1062
 PR1062                         *CURRENT SURVEY CONTROL
 PR1062  ______________________________________________________________________
 PR1062* NAD 83(1986) POSITION- 44 28 13.     (N) 096 45 26.     (W)   SCALED
 PR1062* NAVD 88 ORTHO HEIGHT -   523.021 (meters)     1715.94  (feet) ADJUSTED
 PR1062  ______________________________________________________________________
 PR1062  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 PR1062  DYNAMIC HEIGHT  -        522.934 (meters)     1715.66  (feet) COMP
 PR1062  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 PR1062
 PR1062  VERT ORDER      -  FIRST     CLASS II
 PR1062
 PR1062.The horizontal coordinates were scaled from a map and have
 PR1062.an estimated accuracy of +/- 6 seconds.
 PR1062
 PR1062.The orthometric height was determined by differential leveling and
 PR1062.adjusted by the NATIONAL GEODETIC SURVEY
 PR1062.in October 1997.
 PR1062
 PR1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1062.GEOID18 height accuracy estimate available here.
 PR1062
 PR1062.Click photographs - Photos may exist for this station.
 PR1062
 PR1062.The dynamic height is computed by dividing the NAVD 88
 PR1062.geopotential number by the normal gravity value computed on the
 PR1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1062.degrees latitude (g = 980.6199 gals.).
 PR1062
 PR1062.The modeled gravity was interpolated from observed gravity values.
 PR1062
 PR1062;                    North         East    Units  Estimated Accuracy
 PR1062;SPC SD N     -    75,950.      857,960.      MT  (+/- 180 meters Scaled)
 PR1062
 PR1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ783265(NAD 83)
 PR1062
 PR1062                          SUPERSEDED SURVEY CONTROL
 PR1062
 PR1062  NAVD 88 (06/15/91)  523.038  (m)         1716.00   (f) SUPERSEDED  1 2
 PR1062
 PR1062.Superseded values are not recommended for survey control.
 PR1062
 PR1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1062.See file dsdata.pdf to determine how the superseded data were derived.
 PR1062
 PR1062_MARKER: DB = BENCH MARK DISK
 PR1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR1062_SP_SET: WINGWALL
 PR1062_STAMPING: 29-143.77 1974 1715.161
 PR1062_MARK LOGO: SDDT
 PR1062_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1062+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1062
 PR1062  HISTORY     - Date     Condition        Report By
 PR1062  HISTORY     - 1974     MONUMENTED       SDDT
 PR1062  HISTORY     - 19900703 GOOD             NGS
 PR1062
 PR1062                          STATION DESCRIPTION
 PR1062
 PR1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1062'17.7 KM (11.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1062'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, IN TOP OF AND
 PR1062'2.4 M (7.9 FT) EAST OF THE WEST END OF THE SOUTHWEST WINGWALL OF THE
 PR1062'SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 1.25 KM (0.78 MI) NORTH
 PR1062'OF MILEPOST 143, 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF THE
 PR1062'SOUTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) EAST-NORTHEAST OF A
 PR1062'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1063 ***********************************************************************
 PR1063  DESIGNATION -  I29 143.98
 PR1063  PID         -  PR1063
 PR1063  STATE/COUNTY-  SD/BROOKINGS
 PR1063  COUNTRY     -  US
 PR1063  USGS QUAD   -  BROOKINGS NE (2017)
 PR1063
 PR1063                         *CURRENT SURVEY CONTROL
 PR1063  ______________________________________________________________________
 PR1063* NAD 83(1986) POSITION- 44 28 25.     (N) 096 45 23.     (W)   SCALED
 PR1063* NAVD 88 ORTHO HEIGHT -   518.449 (meters)     1700.94  (feet) ADJUSTED
 PR1063  ______________________________________________________________________
 PR1063  GEOID HEIGHT    -        -25.121 (meters)                     GEOID18
 PR1063  DYNAMIC HEIGHT  -        518.363 (meters)     1700.66  (feet) COMP
 PR1063  MODELED GRAVITY -    980,434.9   (mgal)                       NAVD 88
 PR1063
 PR1063  VERT ORDER      -  FIRST     CLASS II
 PR1063
 PR1063.The horizontal coordinates were scaled from a map and have
 PR1063.an estimated accuracy of +/- 6 seconds.
 PR1063
 PR1063.The orthometric height was determined by differential leveling and
 PR1063.adjusted by the NATIONAL GEODETIC SURVEY
 PR1063.in October 1997.
 PR1063
 PR1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1063.GEOID18 height accuracy estimate available here.
 PR1063
 PR1063.Click photographs - Photos may exist for this station.
 PR1063
 PR1063.The dynamic height is computed by dividing the NAVD 88
 PR1063.geopotential number by the normal gravity value computed on the
 PR1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1063.degrees latitude (g = 980.6199 gals.).
 PR1063
 PR1063.The modeled gravity was interpolated from observed gravity values.
 PR1063
 PR1063;                    North         East    Units  Estimated Accuracy
 PR1063;SPC SD N     -    76,320.      858,010.      MT  (+/- 180 meters Scaled)
 PR1063
 PR1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ784269(NAD 83)
 PR1063
 PR1063                          SUPERSEDED SURVEY CONTROL
 PR1063
 PR1063  NAVD 88 (06/15/91)  518.466  (m)         1701.00   (f) SUPERSEDED  1 2
 PR1063
 PR1063.Superseded values are not recommended for survey control.
 PR1063
 PR1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1063.See file dsdata.pdf to determine how the superseded data were derived.
 PR1063
 PR1063_MARKER: Z = SEE DESCRIPTION
 PR1063_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1063_STAMPING: 29-143.98
 PR1063_MARK LOGO: NGS
 PR1063_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1063_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1063+STABILITY: POSITION/ELEVATION WELL
 PR1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1063+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1063_ROD/PIPE-DEPTH: 6.4 meters
 PR1063_SLEEVE-DEPTH  : 2.0 meters
 PR1063
 PR1063  HISTORY     - Date     Condition        Report By
 PR1063  HISTORY     - UNK      MONUMENTED       SDDT
 PR1063  HISTORY     - 19900703 GOOD             NGS
 PR1063
 PR1063                          STATION DESCRIPTION
 PR1063
 PR1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1063'18.1 KM (11.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1063'JUNCTION OF U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 31.6 M
 PR1063'(103.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1063'HIGHWAY, 25.9 M (85.0 FT) SOUTHEAST OF MILEPOST 144, 0.5 M (1.6 FT)
 PR1063'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 PR1063'POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 PR1063'ATTACHED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 IRON PIPE.
 PR1063'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PR1063'THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1064 ***********************************************************************
 PR1064  DESIGNATION -  I29 144.34
 PR1064  PID         -  PR1064
 PR1064  STATE/COUNTY-  SD/BROOKINGS
 PR1064  COUNTRY     -  US
 PR1064  USGS QUAD   -  BROOKINGS NE (2017)
 PR1064
 PR1064                         *CURRENT SURVEY CONTROL
 PR1064  ______________________________________________________________________
 PR1064* NAD 83(1986) POSITION- 44 28 42.     (N) 096 45 24.     (W)   SCALED
 PR1064* NAVD 88 ORTHO HEIGHT -   516.416 (meters)     1694.27  (feet) ADJUSTED
 PR1064  ______________________________________________________________________
 PR1064  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 PR1064  DYNAMIC HEIGHT  -        516.330 (meters)     1693.99  (feet) COMP
 PR1064  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PR1064
 PR1064  VERT ORDER      -  FIRST     CLASS II
 PR1064
 PR1064.The horizontal coordinates were scaled from a map and have
 PR1064.an estimated accuracy of +/- 6 seconds.
 PR1064
 PR1064.The orthometric height was determined by differential leveling and
 PR1064.adjusted by the NATIONAL GEODETIC SURVEY
 PR1064.in October 1997.
 PR1064
 PR1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1064.GEOID18 height accuracy estimate available here.
 PR1064
 PR1064.Click photographs - Photos may exist for this station.
 PR1064
 PR1064.The dynamic height is computed by dividing the NAVD 88
 PR1064.geopotential number by the normal gravity value computed on the
 PR1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1064.degrees latitude (g = 980.6199 gals.).
 PR1064
 PR1064.The modeled gravity was interpolated from observed gravity values.
 PR1064
 PR1064;                    North         East    Units  Estimated Accuracy
 PR1064;SPC SD N     -    76,840.      857,960.      MT  (+/- 180 meters Scaled)
 PR1064
 PR1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ784274(NAD 83)
 PR1064
 PR1064                          SUPERSEDED SURVEY CONTROL
 PR1064
 PR1064  NAVD 88 (06/15/91)  516.433  (m)         1694.33   (f) SUPERSEDED  1 2
 PR1064
 PR1064.Superseded values are not recommended for survey control.
 PR1064
 PR1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1064.See file dsdata.pdf to determine how the superseded data were derived.
 PR1064
 PR1064_MARKER: Z = SEE DESCRIPTION
 PR1064_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1064_STAMPING: 29-144.34
 PR1064_MARK LOGO: NGS
 PR1064_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1064_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1064+STABILITY: POSITION/ELEVATION WELL
 PR1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1064+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1064_ROD/PIPE-DEPTH: 6.4 meters
 PR1064_SLEEVE-DEPTH  : 2.0 meters
 PR1064
 PR1064  HISTORY     - Date     Condition        Report By
 PR1064  HISTORY     - UNK      MONUMENTED       SDDT
 PR1064  HISTORY     - 19900703 GOOD             NGS
 PR1064
 PR1064                          STATION DESCRIPTION
 PR1064
 PR1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1064'18.6 KM (11.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1064'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 0.55 M
 PR1064'(1.80 FT) NORTH OF MILEPOST 144, 65.1 M (213.6 FT) NORTH OF A T-FENCE
 PR1064'CORNER, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 PR1064'LANES OF THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PR1064'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUN
 PR1064'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1064'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1064'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1065 ***********************************************************************
 PR1065  DESIGNATION -  I29 144.43
 PR1065  PID         -  PR1065
 PR1065  STATE/COUNTY-  SD/BROOKINGS
 PR1065  COUNTRY     -  US
 PR1065  USGS QUAD   -  BROOKINGS NE (2017)
 PR1065
 PR1065                         *CURRENT SURVEY CONTROL
 PR1065  ______________________________________________________________________
 PR1065* NAD 83(1986) POSITION- 44 28 49.     (N) 096 45 27.     (W)   SCALED
 PR1065* NAVD 88 ORTHO HEIGHT -   518.027 (meters)     1699.56  (feet) ADJUSTED
 PR1065  ______________________________________________________________________
 PR1065  GEOID HEIGHT    -        -25.115 (meters)                     GEOID18
 PR1065  DYNAMIC HEIGHT  -        517.941 (meters)     1699.28  (feet) COMP
 PR1065  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 PR1065
 PR1065  VERT ORDER      -  FIRST     CLASS II
 PR1065
 PR1065.The horizontal coordinates were scaled from a map and have
 PR1065.an estimated accuracy of +/- 6 seconds.
 PR1065
 PR1065.The orthometric height was determined by differential leveling and
 PR1065.adjusted by the NATIONAL GEODETIC SURVEY
 PR1065.in October 1997.
 PR1065
 PR1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1065.GEOID18 height accuracy estimate available here.
 PR1065
 PR1065.Click photographs - Photos may exist for this station.
 PR1065
 PR1065.The dynamic height is computed by dividing the NAVD 88
 PR1065.geopotential number by the normal gravity value computed on the
 PR1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1065.degrees latitude (g = 980.6199 gals.).
 PR1065
 PR1065.The modeled gravity was interpolated from observed gravity values.
 PR1065
 PR1065;                    North         East    Units  Estimated Accuracy
 PR1065;SPC SD N     -    77,060.      857,890.      MT  (+/- 180 meters Scaled)
 PR1065
 PR1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ783276(NAD 83)
 PR1065
 PR1065                          SUPERSEDED SURVEY CONTROL
 PR1065
 PR1065  NAVD 88 (06/15/91)  518.044  (m)         1699.62   (f) SUPERSEDED  1 2
 PR1065
 PR1065.Superseded values are not recommended for survey control.
 PR1065
 PR1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1065.See file dsdata.pdf to determine how the superseded data were derived.
 PR1065
 PR1065_MARKER: DB = BENCH MARK DISK
 PR1065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1065_SP_SET: HEADWALL
 PR1065_STAMPING: 29-144.43 1974 1698.751
 PR1065_MARK LOGO: SDDT
 PR1065_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1065+STABILITY: SURFACE MOTION
 PR1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1065+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1065
 PR1065  HISTORY     - Date     Condition        Report By
 PR1065  HISTORY     - 1974     MONUMENTED       SDDT
 PR1065  HISTORY     - 19900703 GOOD             NGS
 PR1065
 PR1065                          STATION DESCRIPTION
 PR1065
 PR1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1065'18.8 KM (11.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1065'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) AT THE EAST EDGE OF
 PR1065'BROOKINGS, 0.7 KM (0.4 MI) NORTH OF MILE POST 144, IN TOP OF AND 2.6
 PR1065'M (8.5 FT) EAST OF THE WEST END OF THE NORTHWEST WINGWALL OF THE
 PR1065'SOUTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 7.4 M (24.3 FT) WEST OF
 PR1065'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.95 M
 PR1065'(3.12 FT) SOUTH-SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE
 PR1065'THE LEVEAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1065'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1065'PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1066 ***********************************************************************
 PR1066  DESIGNATION -  I29 145.73
 PR1066  PID         -  PR1066
 PR1066  STATE/COUNTY-  SD/BROOKINGS
 PR1066  COUNTRY     -  US
 PR1066  USGS QUAD   -  BROOKINGS NE (2017)
 PR1066
 PR1066                         *CURRENT SURVEY CONTROL
 PR1066  ______________________________________________________________________
 PR1066* NAD 83(1986) POSITION- 44 29 58.     (N) 096 45 27.     (W)   SCALED
 PR1066* NAVD 88 ORTHO HEIGHT -   522.261 (meters)     1713.45  (feet) ADJUSTED
 PR1066  ______________________________________________________________________
 PR1066  GEOID HEIGHT    -        -25.102 (meters)                     GEOID18
 PR1066  DYNAMIC HEIGHT  -        522.175 (meters)     1713.17  (feet) COMP
 PR1066  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 PR1066
 PR1066  VERT ORDER      -  FIRST     CLASS II
 PR1066
 PR1066.The horizontal coordinates were scaled from a map and have
 PR1066.an estimated accuracy of +/- 6 seconds.
 PR1066
 PR1066.The orthometric height was determined by differential leveling and
 PR1066.adjusted by the NATIONAL GEODETIC SURVEY
 PR1066.in October 1997.
 PR1066
 PR1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1066.GEOID18 height accuracy estimate available here.
 PR1066
 PR1066.Click photographs - Photos may exist for this station.
 PR1066
 PR1066.The dynamic height is computed by dividing the NAVD 88
 PR1066.geopotential number by the normal gravity value computed on the
 PR1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1066.degrees latitude (g = 980.6199 gals.).
 PR1066
 PR1066.The modeled gravity was interpolated from observed gravity values.
 PR1066
 PR1066;                    North         East    Units  Estimated Accuracy
 PR1066;SPC SD N     -    79,180.      857,800.      MT  (+/- 180 meters Scaled)
 PR1066
 PR1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ782297(NAD 83)
 PR1066
 PR1066                          SUPERSEDED SURVEY CONTROL
 PR1066
 PR1066  NAVD 88 (06/15/91)  522.277  (m)         1713.50   (f) SUPERSEDED  1 2
 PR1066
 PR1066.Superseded values are not recommended for survey control.
 PR1066
 PR1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1066.See file dsdata.pdf to determine how the superseded data were derived.
 PR1066
 PR1066_MARKER: DB = BENCH MARK DISK
 PR1066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1066_SP_SET: WINGWALL
 PR1066_STAMPING: 29-145.73 1974 1712.629
 PR1066_MARK LOGO: SDDT
 PR1066_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1066+STABILITY: SURFACE MOTION
 PR1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1066+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1066
 PR1066  HISTORY     - Date     Condition        Report By
 PR1066  HISTORY     - 1974     MONUMENTED       SDDT
 PR1066  HISTORY     - 19900703 GOOD             NGS
 PR1066
 PR1066                          STATION DESCRIPTION
 PR1066
 PR1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1066'20.9 KM (13.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1066'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, IN TOP OF AND
 PR1066'3.0 M (9.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST
 PR1066'WINGWALL OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 1.2 KM
 PR1066'(0.7 MI) NORTH OF MILEPOST 145, 7.3 M (24.0 FT) WEST OF THE
 PR1066'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 PR1066'NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PR1066'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1067 ***********************************************************************
 PR1067  DESIGNATION -  I29 145.95
 PR1067  PID         -  PR1067
 PR1067  STATE/COUNTY-  SD/BROOKINGS
 PR1067  COUNTRY     -  US
 PR1067  USGS QUAD   -  ESTELLINE SE (2017)
 PR1067
 PR1067                         *CURRENT SURVEY CONTROL
 PR1067  ______________________________________________________________________
 PR1067* NAD 83(1986) POSITION- 44 30 06.     (N) 096 45 24.     (W)   SCALED
 PR1067* NAVD 88 ORTHO HEIGHT -   520.590 (meters)     1707.97  (feet) ADJUSTED
 PR1067  ______________________________________________________________________
 PR1067  GEOID HEIGHT    -        -25.101 (meters)                     GEOID18
 PR1067  DYNAMIC HEIGHT  -        520.504 (meters)     1707.69  (feet) COMP
 PR1067  MODELED GRAVITY -    980,435.6   (mgal)                       NAVD 88
 PR1067
 PR1067  VERT ORDER      -  FIRST     CLASS II
 PR1067
 PR1067.The horizontal coordinates were scaled from a map and have
 PR1067.an estimated accuracy of +/- 6 seconds.
 PR1067
 PR1067.The orthometric height was determined by differential leveling and
 PR1067.adjusted by the NATIONAL GEODETIC SURVEY
 PR1067.in October 1997.
 PR1067
 PR1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1067.GEOID18 height accuracy estimate available here.
 PR1067
 PR1067.Click photographs - Photos may exist for this station.
 PR1067
 PR1067.The dynamic height is computed by dividing the NAVD 88
 PR1067.geopotential number by the normal gravity value computed on the
 PR1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1067.degrees latitude (g = 980.6199 gals.).
 PR1067
 PR1067.The modeled gravity was interpolated from observed gravity values.
 PR1067
 PR1067;                    North         East    Units  Estimated Accuracy
 PR1067;SPC SD N     -    79,430.      857,860.      MT  (+/- 180 meters Scaled)
 PR1067
 PR1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ783300(NAD 83)
 PR1067
 PR1067                          SUPERSEDED SURVEY CONTROL
 PR1067
 PR1067  NAVD 88 (06/15/91)  520.606  (m)         1708.02   (f) SUPERSEDED  1 2
 PR1067
 PR1067.Superseded values are not recommended for survey control.
 PR1067
 PR1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1067.See file dsdata.pdf to determine how the superseded data were derived.
 PR1067
 PR1067_MARKER: Z = SEE DESCRIPTION
 PR1067_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1067_STAMPING: 29-145.95
 PR1067_MARK LOGO: NGS
 PR1067_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1067_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1067+STABILITY: POSITION/ELEVATION WELL
 PR1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1067+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1067_ROD/PIPE-DEPTH: 6.4 meters
 PR1067_SLEEVE-DEPTH  : 2.0 meters
 PR1067
 PR1067  HISTORY     - Date     Condition        Report By
 PR1067  HISTORY     - 1974     MONUMENTED       SDDT
 PR1067  HISTORY     - 19900703 GOOD             NGS
 PR1067
 PR1067                          STATION DESCRIPTION
 PR1067
 PR1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1067'21.2 KM (13.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1067'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.5 KM
 PR1067'(0.9 MI) NORTH OF MILEPOST 145, 0.1 KM (0.1 MI) SOUTH OF MILEPOST
 PR1067'146, 48.0 M (157.5 FT) NORTH OF THE MOST NORTHERLY OF 2 FENCE BRACE
 PR1067'POSTS, 31.6 M (103.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 PR1067'LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PR1067'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1067'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1067'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1067'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1069 ***********************************************************************
 PR1069  DESIGNATION -  I29 146.62
 PR1069  PID         -  PR1069
 PR1069  STATE/COUNTY-  SD/BROOKINGS
 PR1069  COUNTRY     -  US
 PR1069  USGS QUAD   -  ESTELLINE SE (2017)
 PR1069
 PR1069                         *CURRENT SURVEY CONTROL
 PR1069  ______________________________________________________________________
 PR1069* NAD 83(1986) POSITION- 44 30 48.     (N) 096 45 24.     (W)   SCALED
 PR1069* NAVD 88 ORTHO HEIGHT -   524.614 (meters)     1721.17  (feet) ADJUSTED
 PR1069  ______________________________________________________________________
 PR1069  GEOID HEIGHT    -        -25.092 (meters)                     GEOID18
 PR1069  DYNAMIC HEIGHT  -        524.527 (meters)     1720.89  (feet) COMP
 PR1069  MODELED GRAVITY -    980,435.6   (mgal)                       NAVD 88
 PR1069
 PR1069  VERT ORDER      -  FIRST     CLASS II
 PR1069
 PR1069.The horizontal coordinates were scaled from a map and have
 PR1069.an estimated accuracy of +/- 6 seconds.
 PR1069
 PR1069.The orthometric height was determined by differential leveling and
 PR1069.adjusted by the NATIONAL GEODETIC SURVEY
 PR1069.in October 1997.
 PR1069
 PR1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1069.GEOID18 height accuracy estimate available here.
 PR1069
 PR1069.Click photographs - Photos may exist for this station.
 PR1069
 PR1069.The dynamic height is computed by dividing the NAVD 88
 PR1069.geopotential number by the normal gravity value computed on the
 PR1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1069.degrees latitude (g = 980.6199 gals.).
 PR1069
 PR1069.The modeled gravity was interpolated from observed gravity values.
 PR1069
 PR1069;                    North         East    Units  Estimated Accuracy
 PR1069;SPC SD N     -    80,730.      857,810.      MT  (+/- 180 meters Scaled)
 PR1069
 PR1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ783313(NAD 83)
 PR1069
 PR1069                          SUPERSEDED SURVEY CONTROL
 PR1069
 PR1069  NAVD 88 (06/15/91)  524.629  (m)         1721.22   (f) SUPERSEDED  1 2
 PR1069
 PR1069.Superseded values are not recommended for survey control.
 PR1069
 PR1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1069.See file dsdata.pdf to determine how the superseded data were derived.
 PR1069
 PR1069_MARKER: DB = BENCH MARK DISK
 PR1069_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR1069_STAMPING: 29-146.62 1974 1720.352
 PR1069_MARK LOGO: SDDT
 PR1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1069+STABILITY: SURFACE MOTION
 PR1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1069+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1069
 PR1069  HISTORY     - Date     Condition        Report By
 PR1069  HISTORY     - 1974     MONUMENTED       SDDT
 PR1069  HISTORY     - 19900703 GOOD             NGS
 PR1069
 PR1069                          STATION DESCRIPTION
 PR1069
 PR1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1069'22.5 KM (14.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1069'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.15 KM
 PR1069'(0.71 MI) NORTH OF MILEPOST 146, 31.6 M (103.7 FT) EAST OF THE
 PR1069'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT)
 PR1069'SOUTH OF THE MOST NORTHERLY OF 2 FENCE BRACE POSTS, 0.6 M (2.0 FT)
 PR1069'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST
 PR1069'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1070 ***********************************************************************
 PR1070  DESIGNATION -  I29 147.8061
 PR1070  PID         -  PR1070
 PR1070  STATE/COUNTY-  SD/BROOKINGS
 PR1070  COUNTRY     -  US
 PR1070  USGS QUAD   -  ESTELLINE SE (2017)
 PR1070
 PR1070                         *CURRENT SURVEY CONTROL
 PR1070  ______________________________________________________________________
 PR1070* NAD 83(1986) POSITION- 44 31 43.     (N) 096 45 26.     (W)   SCALED
 PR1070* NAVD 88 ORTHO HEIGHT -   536.415 (meters)     1759.89  (feet) ADJUSTED
 PR1070  ______________________________________________________________________
 PR1070  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 PR1070  DYNAMIC HEIGHT  -        536.326 (meters)     1759.60  (feet) COMP
 PR1070  MODELED GRAVITY -    980,435.7   (mgal)                       NAVD 88
 PR1070
 PR1070  VERT ORDER      -  FIRST     CLASS II
 PR1070
 PR1070.The horizontal coordinates were scaled from a map and have
 PR1070.an estimated accuracy of +/- 6 seconds.
 PR1070
 PR1070.The orthometric height was determined by differential leveling and
 PR1070.adjusted by the NATIONAL GEODETIC SURVEY
 PR1070.in October 1997.
 PR1070
 PR1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1070.GEOID18 height accuracy estimate available here.
 PR1070
 PR1070.Click photographs - Photos may exist for this station.
 PR1070
 PR1070.The dynamic height is computed by dividing the NAVD 88
 PR1070.geopotential number by the normal gravity value computed on the
 PR1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1070.degrees latitude (g = 980.6199 gals.).
 PR1070
 PR1070.The modeled gravity was interpolated from observed gravity values.
 PR1070
 PR1070;                    North         East    Units  Estimated Accuracy
 PR1070;SPC SD N     -    82,420.      857,700.      MT  (+/- 180 meters Scaled)
 PR1070
 PR1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ782330(NAD 83)
 PR1070
 PR1070                          SUPERSEDED SURVEY CONTROL
 PR1070
 PR1070  NAVD 88 (06/15/91)  536.429  (m)         1759.93   (f) SUPERSEDED  1 2
 PR1070
 PR1070.Superseded values are not recommended for survey control.
 PR1070
 PR1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1070.See file dsdata.pdf to determine how the superseded data were derived.
 PR1070
 PR1070_MARKER: DB = BENCH MARK DISK
 PR1070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1070_SP_SET: ABUTMENT
 PR1070_STAMPING: 29-147.8061 1974 1759.036
 PR1070_MARK LOGO: SDDT
 PR1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1070+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1070
 PR1070  HISTORY     - Date     Condition        Report By
 PR1070  HISTORY     - 1974     MONUMENTED       SDDT
 PR1070  HISTORY     - 19900703 GOOD             NGS
 PR1070
 PR1070                          STATION DESCRIPTION
 PR1070
 PR1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1070'24.2 KM (15.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1070'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.3 KM
 PR1070'(0.8 MI) NORTH OF MILEPOST 147, IN TOP OF AND 2.6 M (8.5 FT) EAST OF
 PR1070'THE WEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE SOUTHBOUND
 PR1070'HIGHWAY OVERPASS OF A COUNTY ROAD, 7.4 M (24.3 FT) WEST OF THE
 PR1070'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M
 PR1070'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1071 ***********************************************************************
 PR1071  CBN         -  This is a Cooperative Base Network Control Station.
 PR1071  DESIGNATION -  I29 148.00
 PR1071  PID         -  PR1071
 PR1071  STATE/COUNTY-  SD/BROOKINGS
 PR1071  COUNTRY     -  US
 PR1071  USGS QUAD   -  ESTELLINE SE (2017)
 PR1071
 PR1071                         *CURRENT SURVEY CONTROL
 PR1071  ______________________________________________________________________
 PR1071* NAD 83(2011) POSITION- 44 31 53.59720(N) 096 45 23.46215(W)   ADJUSTED
 PR1071* NAD 83(2011) ELLIP HT-   509.152 (meters)        (06/27/12)   ADJUSTED
 PR1071* NAD 83(2011) EPOCH   -  2010.00
 PR1071* NAVD 88 ORTHO HEIGHT -   534.214 (meters)     1752.67  (feet) ADJUSTED
 PR1071  ______________________________________________________________________
 PR1071  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 PR1071  NAD 83(2011) X  -   -535,851.819 (meters)                     COMP
 PR1071  NAD 83(2011) Y  - -4,522,981.396 (meters)                     COMP
 PR1071  NAD 83(2011) Z  -  4,450,745.552 (meters)                     COMP
 PR1071  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 PR1071  DYNAMIC HEIGHT  -        534.126 (meters)     1752.38  (feet) COMP
 PR1071  MODELED GRAVITY -    980,435.7   (mgal)                       NAVD 88
 PR1071
 PR1071  VERT ORDER      -  FIRST     CLASS II
 PR1071
 PR1071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1071  Standards:
 PR1071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1071  -------------------------------------------------------------------
 PR1071  NETWORK    0.41   0.98           0.19   0.14   0.50     -0.07111186
 PR1071  -------------------------------------------------------------------
 PR1071  Click here for local accuracies and other accuracy information.
 PR1071
 PR1071.The horizontal coordinates were established by GPS observations
 PR1071.and adjusted by the National Geodetic Survey in June 2012.
 PR1071
 PR1071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1071.been affixed to the stable North American tectonic plate. See 
 PR1071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1071
 PR1071.The horizontal coordinates are valid at the epoch date displayed above
 PR1071.which is a decimal equivalence of Year/Month/Day.
 PR1071
 PR1071.The orthometric height was determined by differential leveling and
 PR1071.adjusted by the NATIONAL GEODETIC SURVEY
 PR1071.in October 1997.
 PR1071
 PR1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1071.GEOID18 height accuracy estimate available here.
 PR1071
 PR1071.Click photographs - Photos may exist for this station.
 PR1071
 PR1071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1071
 PR1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1071
 PR1071.The ellipsoidal height was determined by GPS observations
 PR1071.and is referenced to NAD 83.
 PR1071
 PR1071.The dynamic height is computed by dividing the NAVD 88
 PR1071.geopotential number by the normal gravity value computed on the
 PR1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1071.degrees latitude (g = 980.6199 gals.).
 PR1071
 PR1071.The modeled gravity was interpolated from observed gravity values.
 PR1071
 PR1071. The following values were computed from the NAD 83(2011) position.
 PR1071
 PR1071;                    North         East     Units Scale Factor Converg.
 PR1071;SPC SD N     -    82,751.843   857,739.464   MT  0.99997997   +2 17 43.9
 PR1071;SPC SD N     -   271,495.00  2,814,100.22   sFT  0.99997997   +2 17 43.9
 PR1071;UTM  14      - 4,933,362.338   678,256.421   MT  0.99999077   +1 34 25.6
 PR1071
 PR1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1071!SPC SD N     -   0.99992017  x   0.99997997  =   0.99990015
 PR1071!UTM  14      -   0.99992017  x   0.99999077  =   0.99991094
 PR1071
 PR1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7825633362(NAD 83)
 PR1071
 PR1071                          SUPERSEDED SURVEY CONTROL
 PR1071
 PR1071  NAD 83(2007)-  44 31 53.59710(N)    096 45 23.46307(W) AD(2002.00) 0
 PR1071  ELLIP H (02/10/07)  509.188  (m)                       GP(2002.00)    
 PR1071  ELLIP H (04/15/04)  509.180  (m)                       GP(       ) 2 1
 PR1071  NAD 83(1996)-  44 31 53.59657(N)    096 45 23.46230(W) AD(       ) B
 PR1071  ELLIP H (04/18/97)  509.187  (m)                       GP(       ) 4 1
 PR1071  NAVD 88             534.21   (m)         1752.7    (f) LEVELING    3  
 PR1071  NAVD 88             534.23   (m)         1752.7    (f) LEVELING    3  
 PR1071  NAVD 88 (06/15/91)  534.228  (m)         1752.71   (f) SUPERSEDED  1 2
 PR1071
 PR1071.Superseded values are not recommended for survey control.
 PR1071
 PR1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1071.See file dsdata.pdf to determine how the superseded data were derived.
 PR1071
 PR1071_MARKER: Z = SEE DESCRIPTION
 PR1071_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1071_STAMPING: 29-148.00
 PR1071_MARK LOGO: NGS
 PR1071_PROJECTION: FLUSH
 PR1071_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1071+SATELLITE: SATELLITE OBSERVATIONS - 2002
 PR1071_ROD/PIPE-DEPTH: 6.4 meters
 PR1071_SLEEVE-DEPTH  : 1.8 meters
 PR1071
 PR1071  HISTORY     - Date     Condition        Report By
 PR1071  HISTORY     - UNK      MONUMENTED       SDDT
 PR1071  HISTORY     - 19900703 GOOD             NGS
 PR1071  HISTORY     - 19960623 GOOD             NGS
 PR1071  HISTORY     - 2002     GOOD             MNDT
 PR1071
 PR1071                          STATION DESCRIPTION
 PR1071
 PR1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1071'24.5 KM (15.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1071'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 31.8 M
 PR1071'(104.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1071'HIGHWAY, 30.4 M (99.7 FT) SOUTH OF THE MOST SOUTHERLY OF 2 FENCE
 PR1071'BRACE POSTS, 19.6 M (64.3 FT) EAST OF MILEPOST 148, 10.7 M (35.1 FT)
 PR1071'NORTHWEST OF AN IRRIGATION WELL, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 PR1071'HIGHWAY, AND 0.35 M (1.15 FT) WEST OF A WITNESS POST AND FENCE.
 PR1071'FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 PR1071'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO
 PR1071'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 PR1071'4-INCH PVC SCREW CAP.
 PR1071
 PR1071                          STATION RECOVERY (1996)
 PR1071
 PR1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PR1071'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTH OF BROOKINGS, 8.0
 PR1071'MI (12.9 KM) SOUTHEAST OF ESTILLINE, AND 0.8 MI (1.3 KM) SOUTH OF THE
 PR1071'DEUEL/BROOKINGS COUNTY LINE ON INTERSTATE HIGHWAY 29.  OWNERSHIP--THE
 PR1071'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 PR1071'INTERSTATE HIGHWAY 29 AND U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, GO
 PR1071'NORTH ON INTERSTATE HIGHWAY 29 FOR 24.5 KM (15.20 MI) TO THE STATION
 PR1071'ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS
 PR1071'STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH
 PR1071'GALVANIZED STEEL PIPE.  LOCATED 31.8 M (104.3 FT) EAST OF THE
 PR1071'CENTERLINE OF THE NORTHBOUND HIGHWAY, 30.4 M (99.7 FT) SOUTH OF THE
 PR1071'MOST SOUTHERLY OF 2 BRACED FENCE POSTS, 19.6 M (64.3 FT) EAST OF
 PR1071'MILEPOST 148, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 PR1071'(1.0 FT) EAST OF A METAL GUARD POST, AND 0.3 M (1.0 FT) WEST OF A
 PR1071'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PR1071'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 PR1071
 PR1071                          STATION RECOVERY (2002)
 PR1071
 PR1071'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PR1071'RECOVERED AS DECRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1072 ***********************************************************************
 PR1072  DESIGNATION -  I29 148.97
 PR1072  PID         -  PR1072
 PR1072  STATE/COUNTY-  SD/DEUEL
 PR1072  COUNTRY     -  US
 PR1072  USGS QUAD   -  ESTELLINE SE (2017)
 PR1072
 PR1072                         *CURRENT SURVEY CONTROL
 PR1072  ______________________________________________________________________
 PR1072* NAD 83(1986) POSITION- 44 32 44.     (N) 096 45 23.     (W)   SCALED
 PR1072* NAVD 88 ORTHO HEIGHT -   540.513 (meters)     1773.33  (feet) ADJUSTED
 PR1072  ______________________________________________________________________
 PR1072  GEOID HEIGHT    -        -25.072 (meters)                     GEOID18
 PR1072  DYNAMIC HEIGHT  -        540.424 (meters)     1773.04  (feet) COMP
 PR1072  MODELED GRAVITY -    980,435.7   (mgal)                       NAVD 88
 PR1072
 PR1072  VERT ORDER      -  FIRST     CLASS II
 PR1072
 PR1072.The horizontal coordinates were scaled from a map and have
 PR1072.an estimated accuracy of +/- 6 seconds.
 PR1072
 PR1072.The orthometric height was determined by differential leveling and
 PR1072.adjusted by the NATIONAL GEODETIC SURVEY
 PR1072.in October 1997.
 PR1072
 PR1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1072.GEOID18 height accuracy estimate available here.
 PR1072
 PR1072.Click photographs - Photos may exist for this station.
 PR1072
 PR1072.The dynamic height is computed by dividing the NAVD 88
 PR1072.geopotential number by the normal gravity value computed on the
 PR1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1072.degrees latitude (g = 980.6199 gals.).
 PR1072
 PR1072.The modeled gravity was interpolated from observed gravity values.
 PR1072
 PR1072;                    North         East    Units  Estimated Accuracy
 PR1072;SPC SD N     -    84,310.      857,690.      MT  (+/- 180 meters Scaled)
 PR1072
 PR1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ782349(NAD 83)
 PR1072
 PR1072                          SUPERSEDED SURVEY CONTROL
 PR1072
 PR1072  NAVD 88 (06/15/91)  540.526  (m)         1773.38   (f) SUPERSEDED  1 2
 PR1072
 PR1072.Superseded values are not recommended for survey control.
 PR1072
 PR1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1072.See file dsdata.pdf to determine how the superseded data were derived.
 PR1072
 PR1072_MARKER: DB = BENCH MARK DISK
 PR1072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1072_SP_SET: HEADWALL
 PR1072_STAMPING: 29-148.97 1974 1772.471
 PR1072_MARK LOGO: SDDT
 PR1072_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1072+STABILITY: SURFACE MOTION
 PR1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1072+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1072
 PR1072  HISTORY     - Date     Condition        Report By
 PR1072  HISTORY     - 1974     MONUMENTED       SDDT
 PR1072  HISTORY     - 19900703 GOOD             NGS
 PR1072
 PR1072                          STATION DESCRIPTION
 PR1072
 PR1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1072'26.1 KM (16.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1072'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, IN TOP OF 0.3
 PR1072'M (1.0 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 PR1072'MULTI-BOX CULVERT, 1.55 KM (0.96 MI) NORTH OF MILEPOST 148, 50.8 M
 PR1072'(166.7 FT) SOUTH OF MILEPOST 149, 13.9 M (45.6 FT) EAST OF THE
 PR1072'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.96 M
 PR1072'(3.15 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1073 ***********************************************************************
 PR1073  DESIGNATION -  I29 150.06
 PR1073  PID         -  PR1073
 PR1073  STATE/COUNTY-  SD/DEUEL
 PR1073  COUNTRY     -  US
 PR1073  USGS QUAD   -  ESTELLINE SE (2017)
 PR1073
 PR1073                         *CURRENT SURVEY CONTROL
 PR1073  ______________________________________________________________________
 PR1073* NAD 83(1986) POSITION- 44 33 41.     (N) 096 45 28.     (W)   SCALED
 PR1073* NAVD 88 ORTHO HEIGHT -   542.046 (meters)     1778.36  (feet) ADJUSTED
 PR1073  ______________________________________________________________________
 PR1073  GEOID HEIGHT    -        -25.064 (meters)                     GEOID18
 PR1073  DYNAMIC HEIGHT  -        541.956 (meters)     1778.07  (feet) COMP
 PR1073  MODELED GRAVITY -    980,435.9   (mgal)                       NAVD 88
 PR1073
 PR1073  VERT ORDER      -  FIRST     CLASS II
 PR1073
 PR1073.The horizontal coordinates were scaled from a map and have
 PR1073.an estimated accuracy of +/- 6 seconds.
 PR1073
 PR1073.The orthometric height was determined by differential leveling and
 PR1073.adjusted by the NATIONAL GEODETIC SURVEY
 PR1073.in October 1997.
 PR1073
 PR1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1073.GEOID18 height accuracy estimate available here.
 PR1073
 PR1073.Click photographs - Photos may exist for this station.
 PR1073
 PR1073.The dynamic height is computed by dividing the NAVD 88
 PR1073.geopotential number by the normal gravity value computed on the
 PR1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1073.degrees latitude (g = 980.6199 gals.).
 PR1073
 PR1073.The modeled gravity was interpolated from observed gravity values.
 PR1073
 PR1073;                    North         East    Units  Estimated Accuracy
 PR1073;SPC SD N     -    86,060.      857,510.      MT  (+/- 180 meters Scaled)
 PR1073
 PR1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ780366(NAD 83)
 PR1073
 PR1073                          SUPERSEDED SURVEY CONTROL
 PR1073
 PR1073  NAVD 88 (06/15/91)  542.058  (m)         1778.40   (f) SUPERSEDED  1 2
 PR1073
 PR1073.Superseded values are not recommended for survey control.
 PR1073
 PR1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1073.See file dsdata.pdf to determine how the superseded data were derived.
 PR1073
 PR1073_MARKER: DB = BENCH MARK DISK
 PR1073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1073_SP_SET: HEADWALL
 PR1073_STAMPING: 29-150.06 1974 1777.522
 PR1073_MARK LOGO: SDDT
 PR1073_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1073+STABILITY: SURFACE MOTION
 PR1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1073+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1073
 PR1073  HISTORY     - Date     Condition        Report By
 PR1073  HISTORY     - 1974     MONUMENTED       SDDT
 PR1073  HISTORY     - 19900703 GOOD             NGS
 PR1073
 PR1073                          STATION DESCRIPTION
 PR1073
 PR1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1073'27.9 KM (17.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1073'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, IN TOP OF AND
 PR1073'0.25 M (0.82 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 PR1073'OF MULTI-BOX CULVERT NUMBER 150.06, 1.35 KM (0.84 MI) SOUTH OF THE
 PR1073'INTERSECTION OF STATE HIGHWAY 28 (EXIT 150), 0.1 KM (0.1 MI) NORTH OF
 PR1073'MILEPOST 150, 28.4 M (93.2 FT) (SLOPE MEASUREMENT) EAST OF THE
 PR1073'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.5 M (11.5 FT)
 PR1073'BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS
 PR1073'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1074 ***********************************************************************
 PR1074  DESIGNATION -  I29 150.92
 PR1074  PID         -  PR1074
 PR1074  STATE/COUNTY-  SD/DEUEL
 PR1074  COUNTRY     -  US
 PR1074  USGS QUAD   -  ESTELLINE SE (2017)
 PR1074
 PR1074                         *CURRENT SURVEY CONTROL
 PR1074  ______________________________________________________________________
 PR1074* NAD 83(1986) POSITION- 44 34 22.     (N) 096 45 47.     (W)   SCALED
 PR1074* NAVD 88 ORTHO HEIGHT -   557.411 (meters)     1828.77  (feet) ADJUSTED
 PR1074  ______________________________________________________________________
 PR1074  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 PR1074  DYNAMIC HEIGHT  -        557.320 (meters)     1828.47  (feet) COMP
 PR1074  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 PR1074
 PR1074  VERT ORDER      -  FIRST     CLASS II
 PR1074
 PR1074.The horizontal coordinates were scaled from a map and have
 PR1074.an estimated accuracy of +/- 6 seconds.
 PR1074
 PR1074.The orthometric height was determined by differential leveling and
 PR1074.adjusted by the NATIONAL GEODETIC SURVEY
 PR1074.in October 1997.
 PR1074
 PR1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1074.GEOID18 height accuracy estimate available here.
 PR1074
 PR1074.Click photographs - Photos may exist for this station.
 PR1074
 PR1074.The dynamic height is computed by dividing the NAVD 88
 PR1074.geopotential number by the normal gravity value computed on the
 PR1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1074.degrees latitude (g = 980.6199 gals.).
 PR1074
 PR1074.The modeled gravity was interpolated from observed gravity values.
 PR1074
 PR1074;                    North         East    Units  Estimated Accuracy
 PR1074;SPC SD N     -    87,310.      857,040.      MT  (+/- 180 meters Scaled)
 PR1074
 PR1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ776379(NAD 83)
 PR1074
 PR1074                          SUPERSEDED SURVEY CONTROL
 PR1074
 PR1074  NAVD 88 (06/15/91)  557.422  (m)         1828.81   (f) SUPERSEDED  1 2
 PR1074
 PR1074.Superseded values are not recommended for survey control.
 PR1074
 PR1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1074.See file dsdata.pdf to determine how the superseded data were derived.
 PR1074
 PR1074_MARKER: DB = BENCH MARK DISK
 PR1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PR1074_SP_SET: CURB
 PR1074_STAMPING: 29-150.92 1974 1827.933
 PR1074_MARK LOGO: SDDT
 PR1074_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1074+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 PR1074
 PR1074  HISTORY     - Date     Condition        Report By
 PR1074  HISTORY     - 1974     MONUMENTED       SDDT
 PR1074  HISTORY     - 19900703 GOOD             NGS
 PR1074  HISTORY     - 20130806 GOOD             GEOCAC
 PR1074
 PR1074                          STATION DESCRIPTION
 PR1074
 PR1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1074'29.2 KM (18.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1074'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, IN TOP OF AND
 PR1074'2.6 M (8.5 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE CURB OF
 PR1074'STATE HIGHWAY 28 OVERPASS OF THE HIGHWAY (EXIT 150), 27.2 M
 PR1074'(89.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 PR1074'HIGHWAY, 6.9 M (22.6 FT) SOUTH  OF THE CENTERLINE OF THE STATE
 PR1074'HIGHWAY, 1.05 M (3.44 FT) EAST OF A WITNESS POST, AND O.3 MABOVE THE
 PR1074'LEVEL OF THE HIGHWAY.
 PR1074
 PR1074                          STATION RECOVERY (2013)
 PR1074
 PR1074'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 PR1074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1075 ***********************************************************************
 PR1075  DESIGNATION -  I29 151.27
 PR1075  PID         -  PR1075
 PR1075  STATE/COUNTY-  SD/DEUEL
 PR1075  COUNTRY     -  US
 PR1075  USGS QUAD   -  ESTELLINE SE (2017)
 PR1075
 PR1075                         *CURRENT SURVEY CONTROL
 PR1075  ______________________________________________________________________
 PR1075* NAD 83(1986) POSITION- 44 34 39.     (N) 096 45 45.     (W)   SCALED
 PR1075* NAVD 88 ORTHO HEIGHT -   547.708 (meters)     1796.94  (feet) ADJUSTED
 PR1075  ______________________________________________________________________
 PR1075  GEOID HEIGHT    -        -25.057 (meters)                     GEOID18
 PR1075  DYNAMIC HEIGHT  -        547.618 (meters)     1796.64  (feet) COMP
 PR1075  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 PR1075
 PR1075  VERT ORDER      -  FIRST     CLASS II
 PR1075
 PR1075.The horizontal coordinates were scaled from a map and have
 PR1075.an estimated accuracy of +/- 6 seconds.
 PR1075
 PR1075.The orthometric height was determined by differential leveling and
 PR1075.adjusted by the NATIONAL GEODETIC SURVEY
 PR1075.in October 1997.
 PR1075
 PR1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1075.GEOID18 height accuracy estimate available here.
 PR1075
 PR1075.Click photographs - Photos may exist for this station.
 PR1075
 PR1075.The dynamic height is computed by dividing the NAVD 88
 PR1075.geopotential number by the normal gravity value computed on the
 PR1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1075.degrees latitude (g = 980.6199 gals.).
 PR1075
 PR1075.The modeled gravity was interpolated from observed gravity values.
 PR1075
 PR1075;                    North         East    Units  Estimated Accuracy
 PR1075;SPC SD N     -    87,830.      857,060.      MT  (+/- 180 meters Scaled)
 PR1075
 PR1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ776384(NAD 83)
 PR1075
 PR1075                          SUPERSEDED SURVEY CONTROL
 PR1075
 PR1075  NAVD 88 (06/15/91)  547.719  (m)         1796.97   (f) SUPERSEDED  1 2
 PR1075
 PR1075.Superseded values are not recommended for survey control.
 PR1075
 PR1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1075.See file dsdata.pdf to determine how the superseded data were derived.
 PR1075
 PR1075_MARKER: Z = SEE DESCRIPTION
 PR1075_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1075_STAMPING: 29-151.27
 PR1075_MARK LOGO: NGS
 PR1075_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1075_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1075+STABILITY: POSITION/ELEVATION WELL
 PR1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1075+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1075_ROD/PIPE-DEPTH: 6.4 meters
 PR1075_SLEEVE-DEPTH  : 2.0 meters
 PR1075
 PR1075  HISTORY     - Date     Condition        Report By
 PR1075  HISTORY     - UNK      MONUMENTED       SDDT
 PR1075  HISTORY     - 19900703 GOOD             NGS
 PR1075
 PR1075                          STATION DESCRIPTION
 PR1075
 PR1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1075'29.7 KM (18.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1075'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 0.5 KM
 PR1075'(0.3 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150),
 PR1075'0.4 KM (0.2 MI) NORTH OF MILEPOST 151, 36.9 M (121.1 FT) EAST OF THE
 PR1075'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 16.2 M (53.1 FT)
 PR1075'SOUTH OF THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, 2.0 M (6.6 FT)
 PR1075'BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS
 PR1075'POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 PR1075'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON
 PR1075'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 PR1075'THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1076 ***********************************************************************
 PR1076  DESIGNATION -  I29 151.46
 PR1076  PID         -  PR1076
 PR1076  STATE/COUNTY-  SD/DEUEL
 PR1076  COUNTRY     -  US
 PR1076  USGS QUAD   -  ESTELLINE SE (2017)
 PR1076
 PR1076                         *CURRENT SURVEY CONTROL
 PR1076  ______________________________________________________________________
 PR1076* NAD 83(1986) POSITION- 44 34 48.     (N) 096 45 49.     (W)   SCALED
 PR1076* NAVD 88 ORTHO HEIGHT -   547.622 (meters)     1796.66  (feet) ADJUSTED
 PR1076  ______________________________________________________________________
 PR1076  GEOID HEIGHT    -        -25.055 (meters)                     GEOID18
 PR1076  DYNAMIC HEIGHT  -        547.532 (meters)     1796.36  (feet) COMP
 PR1076  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 PR1076
 PR1076  VERT ORDER      -  FIRST     CLASS II
 PR1076
 PR1076.The horizontal coordinates were scaled from a map and have
 PR1076.an estimated accuracy of +/- 6 seconds.
 PR1076
 PR1076.The orthometric height was determined by differential leveling and
 PR1076.adjusted by the NATIONAL GEODETIC SURVEY
 PR1076.in October 1997.
 PR1076
 PR1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1076.GEOID18 height accuracy estimate available here.
 PR1076
 PR1076.Click photographs - Photos may exist for this station.
 PR1076
 PR1076.The dynamic height is computed by dividing the NAVD 88
 PR1076.geopotential number by the normal gravity value computed on the
 PR1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1076.degrees latitude (g = 980.6199 gals.).
 PR1076
 PR1076.The modeled gravity was interpolated from observed gravity values.
 PR1076
 PR1076;                    North         East    Units  Estimated Accuracy
 PR1076;SPC SD N     -    88,110.      856,960.      MT  (+/- 180 meters Scaled)
 PR1076
 PR1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ775387(NAD 83)
 PR1076
 PR1076                          SUPERSEDED SURVEY CONTROL
 PR1076
 PR1076  NAVD 88 (06/15/91)  547.633  (m)         1796.69   (f) SUPERSEDED  1 2
 PR1076
 PR1076.Superseded values are not recommended for survey control.
 PR1076
 PR1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1076.See file dsdata.pdf to determine how the superseded data were derived.
 PR1076
 PR1076_MARKER: DB = BENCH MARK DISK
 PR1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1076_STAMPING: 29-151.46 1974 1795.84
 PR1076_MARK LOGO: SDDT
 PR1076_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1076+STABILITY: SURFACE MOTION
 PR1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1076+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1076
 PR1076  HISTORY     - Date     Condition        Report By
 PR1076  HISTORY     - 1974     MONUMENTED       SDDT
 PR1076  HISTORY     - 19900703 GOOD             NGS
 PR1076
 PR1076                          STATION DESCRIPTION
 PR1076
 PR1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1076'30.0 KM (18.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1076'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 0.8 KM
 PR1076'(0.5 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150),
 PR1076'0.7 KM (0.4 MI) NORTH OF MILEPOST 151, 28.5 M (93.5 FT) WEST OF THE
 PR1076'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.4 M (14.4 FT)
 PR1076'SOUTH OF THE MOST NORTHERLY OF 6 FENCE BRACE POSTS, 2.0 M (6.6 FT)
 PR1076'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST
 PR1076'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1077 ***********************************************************************
 PR1077  DESIGNATION -  I29 151.83
 PR1077  PID         -  PR1077
 PR1077  STATE/COUNTY-  SD/DEUEL
 PR1077  COUNTRY     -  US
 PR1077  USGS QUAD   -  ESTELLINE SE (2017)
 PR1077
 PR1077                         *CURRENT SURVEY CONTROL
 PR1077  ______________________________________________________________________
 PR1077* NAD 83(1986) POSITION- 44 35 09.     (N) 096 45 48.     (W)   SCALED
 PR1077* NAVD 88 ORTHO HEIGHT -   549.440 (meters)     1802.62  (feet) ADJUSTED
 PR1077  ______________________________________________________________________
 PR1077  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 PR1077  DYNAMIC HEIGHT  -        549.351 (meters)     1802.33  (feet) COMP
 PR1077  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 PR1077
 PR1077  VERT ORDER      -  FIRST     CLASS II
 PR1077
 PR1077.The horizontal coordinates were scaled from a map and have
 PR1077.an estimated accuracy of +/- 6 seconds.
 PR1077
 PR1077.The orthometric height was determined by differential leveling and
 PR1077.adjusted by the NATIONAL GEODETIC SURVEY
 PR1077.in October 1997.
 PR1077
 PR1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1077.GEOID18 height accuracy estimate available here.
 PR1077
 PR1077.Click photographs - Photos may exist for this station.
 PR1077
 PR1077.The dynamic height is computed by dividing the NAVD 88
 PR1077.geopotential number by the normal gravity value computed on the
 PR1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1077.degrees latitude (g = 980.6199 gals.).
 PR1077
 PR1077.The modeled gravity was interpolated from observed gravity values.
 PR1077
 PR1077;                    North         East    Units  Estimated Accuracy
 PR1077;SPC SD N     -    88,760.      856,960.      MT  (+/- 180 meters Scaled)
 PR1077
 PR1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ775393(NAD 83)
 PR1077
 PR1077                          SUPERSEDED SURVEY CONTROL
 PR1077
 PR1077  NAVD 88 (06/15/91)  549.451  (m)         1802.66   (f) SUPERSEDED  1 2
 PR1077
 PR1077.Superseded values are not recommended for survey control.
 PR1077
 PR1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1077.See file dsdata.pdf to determine how the superseded data were derived.
 PR1077
 PR1077_MARKER: DB = BENCH MARK DISK
 PR1077_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1077_SP_SET: ABUTMENT
 PR1077_STAMPING: 29-151-83 1974 1801.83
 PR1077_MARK LOGO: SDDT
 PR1077_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1077+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1077
 PR1077  HISTORY     - Date     Condition        Report By
 PR1077  HISTORY     - 1974     MONUMENTED       SDDT
 PR1077  HISTORY     - 19900703 GOOD             NGS
 PR1077
 PR1077                          STATION DESCRIPTION
 PR1077
 PR1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1077'30.7 KM (19.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1077'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, IN TOP OF AND
 PR1077'2.4 M (7.9 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
 PR1077'THE SOUTHBOUND HIGHWAY BRIDGE SPANNING MUNKY RUN, 1.45 KM (0.90 MI)
 PR1077'NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150), 1.35 KM
 PR1077'(0.84 MI) NORTH OF MILEPOST 151, 7.4 M (24.3 FT) WEST OF THE
 PR1077'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.35 M (1.15 FT)
 PR1077'NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PR1077'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1079 ***********************************************************************
 PR1079  DESIGNATION -  I29 152.70
 PR1079  PID         -  PR1079
 PR1079  STATE/COUNTY-  SD/DEUEL
 PR1079  COUNTRY     -  US
 PR1079  USGS QUAD   -  ESTELLINE SE (2017)
 PR1079
 PR1079                         *CURRENT SURVEY CONTROL
 PR1079  ______________________________________________________________________
 PR1079* NAD 83(1986) POSITION- 44 35 55.     (N) 096 45 47.     (W)   SCALED
 PR1079* NAVD 88 ORTHO HEIGHT -   555.181 (meters)     1821.46  (feet) ADJUSTED
 PR1079  ______________________________________________________________________
 PR1079  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 PR1079  DYNAMIC HEIGHT  -        555.090 (meters)     1821.16  (feet) COMP
 PR1079  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 PR1079
 PR1079  VERT ORDER      -  FIRST     CLASS II
 PR1079
 PR1079.The horizontal coordinates were scaled from a map and have
 PR1079.an estimated accuracy of +/- 6 seconds.
 PR1079
 PR1079.The orthometric height was determined by differential leveling and
 PR1079.adjusted by the NATIONAL GEODETIC SURVEY
 PR1079.in October 1997.
 PR1079
 PR1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1079.GEOID18 height accuracy estimate available here.
 PR1079
 PR1079.Click photographs - Photos may exist for this station.
 PR1079
 PR1079.The dynamic height is computed by dividing the NAVD 88
 PR1079.geopotential number by the normal gravity value computed on the
 PR1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1079.degrees latitude (g = 980.6199 gals.).
 PR1079
 PR1079.The modeled gravity was interpolated from observed gravity values.
 PR1079
 PR1079;                    North         East    Units  Estimated Accuracy
 PR1079;SPC SD N     -    90,180.      856,920.      MT  (+/- 180 meters Scaled)
 PR1079
 PR1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ775407(NAD 83)
 PR1079
 PR1079                          SUPERSEDED SURVEY CONTROL
 PR1079
 PR1079  NAVD 88 (06/15/91)  555.191  (m)         1821.49   (f) SUPERSEDED  1 2
 PR1079
 PR1079.Superseded values are not recommended for survey control.
 PR1079
 PR1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1079.See file dsdata.pdf to determine how the superseded data were derived.
 PR1079
 PR1079_MARKER: DB = BENCH MARK DISK
 PR1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1079_STAMPING: 29-152-70 1974 1820.69
 PR1079_MARK LOGO: SDDT
 PR1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1079+STABILITY: SURFACE MOTION
 PR1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1079+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1079
 PR1079  HISTORY     - Date     Condition        Report By
 PR1079  HISTORY     - 1974     MONUMENTED       SDDT
 PR1079  HISTORY     - 19900703 GOOD             NGS
 PR1079
 PR1079                          STATION DESCRIPTION
 PR1079
 PR1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1079'32.1 KM (19.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1079'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 2.9 KM
 PR1079'(1.8 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150),
 PR1079'1.2 KM (0.7 MI) NORTH OF MILEPOST 152, 28.9 M (94.8 FT) EAST OF THE
 PR1079'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT)
 PR1079'NORTH OF THE MOST SOUTHERLY OF 3 FENCE BRACE POSTS, 1.5 M (4.9 FT)
 PR1079'BELOW THE LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS
 PR1079'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1078 ***********************************************************************
 PR1078  DESIGNATION -  I29 152.85
 PR1078  PID         -  PR1078
 PR1078  STATE/COUNTY-  SD/DEUEL
 PR1078  COUNTRY     -  US
 PR1078  USGS QUAD   -  ESTELLINE SE (2017)
 PR1078
 PR1078                         *CURRENT SURVEY CONTROL
 PR1078  ______________________________________________________________________
 PR1078* NAD 83(1986) POSITION- 44 35 23.     (N) 096 45 46.     (W)   SCALED
 PR1078* NAVD 88 ORTHO HEIGHT -   548.480 (meters)     1799.47  (feet) ADJUSTED
 PR1078  ______________________________________________________________________
 PR1078  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 PR1078  DYNAMIC HEIGHT  -        548.390 (meters)     1799.18  (feet) COMP
 PR1078  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 PR1078
 PR1078  VERT ORDER      -  FIRST     CLASS II
 PR1078
 PR1078.The horizontal coordinates were scaled from a map and have
 PR1078.an estimated accuracy of +/- 6 seconds.
 PR1078
 PR1078.The orthometric height was determined by differential leveling and
 PR1078.adjusted by the NATIONAL GEODETIC SURVEY
 PR1078.in October 1997.
 PR1078
 PR1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1078.GEOID18 height accuracy estimate available here.
 PR1078
 PR1078.Click photographs - Photos may exist for this station.
 PR1078
 PR1078.The dynamic height is computed by dividing the NAVD 88
 PR1078.geopotential number by the normal gravity value computed on the
 PR1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1078.degrees latitude (g = 980.6199 gals.).
 PR1078
 PR1078.The modeled gravity was interpolated from observed gravity values.
 PR1078
 PR1078;                    North         East    Units  Estimated Accuracy
 PR1078;SPC SD N     -    89,190.      856,980.      MT  (+/- 180 meters Scaled)
 PR1078
 PR1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ775398(NAD 83)
 PR1078
 PR1078                          SUPERSEDED SURVEY CONTROL
 PR1078
 PR1078  NAVD 88 (06/15/91)  548.491  (m)         1799.51   (f) SUPERSEDED  1 2
 PR1078
 PR1078.Superseded values are not recommended for survey control.
 PR1078
 PR1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1078.See file dsdata.pdf to determine how the superseded data were derived.
 PR1078
 PR1078_MARKER: Z = SEE DESCRIPTION
 PR1078_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1078_STAMPING: 29-152.85
 PR1078_MARK LOGO: NGS
 PR1078_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1078_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1078+STABILITY: POSITION/ELEVATION WELL
 PR1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1078+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1078_ROD/PIPE-DEPTH: 6.4 meters
 PR1078_SLEEVE-DEPTH  : 2.0 meters
 PR1078
 PR1078  HISTORY     - Date     Condition        Report By
 PR1078  HISTORY     - UNK      MONUMENTED       SDDT
 PR1078  HISTORY     - 19900703 GOOD             NGS
 PR1078
 PR1078                          STATION DESCRIPTION
 PR1078
 PR1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1078'31.1 KM (19.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1078'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 1.9 KM
 PR1078'(1.2 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150),
 PR1078'0.2 KM (0.1 MI) NORTH OF MILEPOST 152, 29.3 M (96.1 FT) EAST OF THE
 PR1078'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 12.0 M (39.4 FT)
 PR1078'NORTH OF THE MOST NORTHERLY OF 6 FENCE BRACE POSTS, 11.1 M (36.4 FT)
 PR1078'EAST OF THE NORTH END OF A CONCRETE LINED DITCH, 0.6 M (2.0 FT) BELOW
 PR1078'THE LEVEL OF THE HIGHWAY, AND 0.35 M (1.15 FT) WEST OF A WITNESS POST
 PR1078'AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 PR1078'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.
 PR1078'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PR1078'THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1080 ***********************************************************************
 PR1080  DESIGNATION -  I29 153.56
 PR1080  PID         -  PR1080
 PR1080  STATE/COUNTY-  SD/DEUEL
 PR1080  COUNTRY     -  US
 PR1080  USGS QUAD   -  ESTELLINE SE (2017)
 PR1080
 PR1080                         *CURRENT SURVEY CONTROL
 PR1080  ______________________________________________________________________
 PR1080* NAD 83(1986) POSITION- 44 36 32.     (N) 096 46 24.     (W)   SCALED
 PR1080* NAVD 88 ORTHO HEIGHT -   570.013 (meters)     1870.12  (feet) ADJUSTED
 PR1080  ______________________________________________________________________
 PR1080  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 PR1080  DYNAMIC HEIGHT  -        569.921 (meters)     1869.82  (feet) COMP
 PR1080  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 PR1080
 PR1080  VERT ORDER      -  FIRST     CLASS II
 PR1080
 PR1080.The horizontal coordinates were scaled from a map and have
 PR1080.an estimated accuracy of +/- 6 seconds.
 PR1080
 PR1080.The orthometric height was determined by differential leveling and
 PR1080.adjusted by the NATIONAL GEODETIC SURVEY
 PR1080.in October 1997.
 PR1080
 PR1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1080.GEOID18 height accuracy estimate available here.
 PR1080
 PR1080.Click photographs - Photos may exist for this station.
 PR1080
 PR1080.The dynamic height is computed by dividing the NAVD 88
 PR1080.geopotential number by the normal gravity value computed on the
 PR1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1080.degrees latitude (g = 980.6199 gals.).
 PR1080
 PR1080.The modeled gravity was interpolated from observed gravity values.
 PR1080
 PR1080;                    North         East    Units  Estimated Accuracy
 PR1080;SPC SD N     -    91,290.      856,060.      MT  (+/- 180 meters Scaled)
 PR1080
 PR1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ766419(NAD 83)
 PR1080
 PR1080                          SUPERSEDED SURVEY CONTROL
 PR1080
 PR1080  NAVD 88 (06/15/91)  570.024  (m)         1870.15   (f) SUPERSEDED  1 2
 PR1080
 PR1080.Superseded values are not recommended for survey control.
 PR1080
 PR1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1080.See file dsdata.pdf to determine how the superseded data were derived.
 PR1080
 PR1080_MARKER: DB = BENCH MARK DISK
 PR1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1080_STAMPING: 29-153-56 19 1869.34
 PR1080_MARK LOGO: SDDT
 PR1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1080+STABILITY: SURFACE MOTION
 PR1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1080+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1080
 PR1080  HISTORY     - Date     Condition        Report By
 PR1080  HISTORY     - UNK      MONUMENTED       SDDT
 PR1080  HISTORY     - 19900703 GOOD             NGS
 PR1080
 PR1080                          STATION DESCRIPTION
 PR1080
 PR1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1080'33.9 KM (21.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1080'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 4.3 KM
 PR1080'(2.7 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150),
 PR1080'0.9 KM (0.6 MI) NORTHWEST OF MILEPOST 153, 29.4 M (96.5 FT) NORTHEAST
 PR1080'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1080'HIGHWAY, 0.6 M (2.0 FT) WEST-NORTHWEST OF A Y-FENCE CORNER, 0.3 M
 PR1080'(1.0 FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST OF A
 PR1080'FENCE, AND THE MONUMENT IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1081 ***********************************************************************
 PR1081  DESIGNATION -  I29 154.52
 PR1081  PID         -  PR1081
 PR1081  STATE/COUNTY-  SD/DEUEL
 PR1081  COUNTRY     -  US
 PR1081  USGS QUAD   -  ESTELLINE SE (2017)
 PR1081
 PR1081                         *CURRENT SURVEY CONTROL
 PR1081  ______________________________________________________________________
 PR1081* NAD 83(1986) POSITION- 44 37 09.     (N) 096 47 06.     (W)   SCALED
 PR1081* NAVD 88 ORTHO HEIGHT -   584.459 (meters)     1917.51  (feet) ADJUSTED
 PR1081  ______________________________________________________________________
 PR1081  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 PR1081  DYNAMIC HEIGHT  -        584.365 (meters)     1917.20  (feet) COMP
 PR1081  MODELED GRAVITY -    980,438.1   (mgal)                       NAVD 88
 PR1081
 PR1081  VERT ORDER      -  FIRST     CLASS II
 PR1081
 PR1081.The horizontal coordinates were scaled from a map and have
 PR1081.an estimated accuracy of +/- 6 seconds.
 PR1081
 PR1081.The orthometric height was determined by differential leveling and
 PR1081.adjusted by the NATIONAL GEODETIC SURVEY
 PR1081.in October 1997.
 PR1081
 PR1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1081.GEOID18 height accuracy estimate available here.
 PR1081
 PR1081.Click photographs - Photos may exist for this station.
 PR1081
 PR1081.The dynamic height is computed by dividing the NAVD 88
 PR1081.geopotential number by the normal gravity value computed on the
 PR1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1081.degrees latitude (g = 980.6199 gals.).
 PR1081
 PR1081.The modeled gravity was interpolated from observed gravity values.
 PR1081
 PR1081;                    North         East    Units  Estimated Accuracy
 PR1081;SPC SD N     -    92,390.      855,090.      MT  (+/- 180 meters Scaled)
 PR1081
 PR1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ757430(NAD 83)
 PR1081
 PR1081                          SUPERSEDED SURVEY CONTROL
 PR1081
 PR1081  NAVD 88 (06/15/91)  584.469  (m)         1917.55   (f) SUPERSEDED  1 2
 PR1081
 PR1081.Superseded values are not recommended for survey control.
 PR1081
 PR1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1081.See file dsdata.pdf to determine how the superseded data were derived.
 PR1081
 PR1081_MARKER: DB = BENCH MARK DISK
 PR1081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR1081_SP_SET: WINGWALL
 PR1081_STAMPING: 29-154.52 1974 1869.85
 PR1081_MARK LOGO: SDDT
 PR1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1081+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1081
 PR1081  HISTORY     - Date     Condition        Report By
 PR1081  HISTORY     - 1974     MONUMENTED       SDDT
 PR1081  HISTORY     - 19900703 GOOD             NGS
 PR1081
 PR1081                          STATION DESCRIPTION
 PR1081
 PR1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1081'35.0 KM (21.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1081'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, IN TOP OF AND
 PR1081'2.9 M (9.5 FT) NORTH OF THE SOUTH END OF THE SOUTH CONCRETE WINGWALL
 PR1081'OF THE SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 5.8 KM (3.6 MI)
 PR1081'NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150), 0.8 KM
 PR1081'(0.5 MI) NORTHWEST OF MILEPOST 154, 7.4 M (24.3 FT) NORTHWEST OF THE
 PR1081'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.35 M (1.15 FT)
 PR1081'NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PR1081'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1082 ***********************************************************************
 PR1082  DESIGNATION -  I29 154.79
 PR1082  PID         -  PR1082
 PR1082  STATE/COUNTY-  SD/DEUEL
 PR1082  COUNTRY     -  US
 PR1082  USGS QUAD   -  ESTELLINE SE (2017)
 PR1082
 PR1082                         *CURRENT SURVEY CONTROL
 PR1082  ______________________________________________________________________
 PR1082* NAD 83(1986) POSITION- 44 37 20.     (N) 096 47 12.     (W)   SCALED
 PR1082* NAVD 88 ORTHO HEIGHT -   582.392 (meters)     1910.73  (feet) ADJUSTED
 PR1082  ______________________________________________________________________
 PR1082  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 PR1082  DYNAMIC HEIGHT  -        582.298 (meters)     1910.42  (feet) COMP
 PR1082  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 PR1082
 PR1082  VERT ORDER      -  FIRST     CLASS II
 PR1082
 PR1082.The horizontal coordinates were scaled from a map and have
 PR1082.an estimated accuracy of +/- 6 seconds.
 PR1082
 PR1082.The orthometric height was determined by differential leveling and
 PR1082.adjusted by the NATIONAL GEODETIC SURVEY
 PR1082.in October 1997.
 PR1082
 PR1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1082.GEOID18 height accuracy estimate available here.
 PR1082
 PR1082.Click photographs - Photos may exist for this station.
 PR1082
 PR1082.The dynamic height is computed by dividing the NAVD 88
 PR1082.geopotential number by the normal gravity value computed on the
 PR1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1082.degrees latitude (g = 980.6199 gals.).
 PR1082
 PR1082.The modeled gravity was interpolated from observed gravity values.
 PR1082
 PR1082;                    North         East    Units  Estimated Accuracy
 PR1082;SPC SD N     -    92,720.      854,950.      MT  (+/- 180 meters Scaled)
 PR1082
 PR1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ755433(NAD 83)
 PR1082
 PR1082                          SUPERSEDED SURVEY CONTROL
 PR1082
 PR1082  NAVD 88 (06/15/91)  582.401  (m)         1910.76   (f) SUPERSEDED  1 2
 PR1082
 PR1082.Superseded values are not recommended for survey control.
 PR1082
 PR1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1082.See file dsdata.pdf to determine how the superseded data were derived.
 PR1082
 PR1082_MARKER: Z = SEE DESCRIPTION
 PR1082_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1082_STAMPING: 29-154.79 1989
 PR1082_MARK LOGO: NGS
 PR1082_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1082_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1082+STABILITY: POSITION/ELEVATION WELL
 PR1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1082+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1082_ROD/PIPE-DEPTH: 6.4 meters
 PR1082_SLEEVE-DEPTH  : 2.0 meters
 PR1082
 PR1082  HISTORY     - Date     Condition        Report By
 PR1082  HISTORY     - 1989     MONUMENTED       SDDT
 PR1082  HISTORY     - 19900703 GOOD             NGS
 PR1082
 PR1082                          STATION DESCRIPTION
 PR1082
 PR1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1082'35.3 KM (21.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1082'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 6.1 KM
 PR1082'(3.8 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150),
 PR1082'1.15 KM (0.71 MI) NORTHWEST OF MILEPOST 154, 29.3 M (96.1 FT)
 PR1082'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1082'27.5 M (90.2 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 2 FENCE BRACE
 PR1082'POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 PR1082'(1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1082'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1082'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1082'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1083 ***********************************************************************
 PR1083  DESIGNATION -  I29 155.09
 PR1083  PID         -  PR1083
 PR1083  STATE/COUNTY-  SD/DEUEL
 PR1083  COUNTRY     -  US
 PR1083  USGS QUAD   -  ESTELLINE NE (2017)
 PR1083
 PR1083                         *CURRENT SURVEY CONTROL
 PR1083  ______________________________________________________________________
 PR1083* NAD 83(1986) POSITION- 44 37 36.     (N) 096 47 25.     (W)   SCALED
 PR1083* NAVD 88 ORTHO HEIGHT -   578.426 (meters)     1897.72  (feet) ADJUSTED
 PR1083  ______________________________________________________________________
 PR1083  GEOID HEIGHT    -        -25.035 (meters)                     GEOID18
 PR1083  DYNAMIC HEIGHT  -        578.333 (meters)     1897.41  (feet) COMP
 PR1083  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 PR1083
 PR1083  VERT ORDER      -  FIRST     CLASS II
 PR1083
 PR1083.The horizontal coordinates were scaled from a map and have
 PR1083.an estimated accuracy of +/- 6 seconds.
 PR1083
 PR1083.The orthometric height was determined by differential leveling and
 PR1083.adjusted by the NATIONAL GEODETIC SURVEY
 PR1083.in October 1997.
 PR1083
 PR1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1083.GEOID18 height accuracy estimate available here.
 PR1083
 PR1083.Click photographs - Photos may exist for this station.
 PR1083
 PR1083.The dynamic height is computed by dividing the NAVD 88
 PR1083.geopotential number by the normal gravity value computed on the
 PR1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1083.degrees latitude (g = 980.6199 gals.).
 PR1083
 PR1083.The modeled gravity was interpolated from observed gravity values.
 PR1083
 PR1083;                    North         East    Units  Estimated Accuracy
 PR1083;SPC SD N     -    93,210.      854,640.      MT  (+/- 180 meters Scaled)
 PR1083
 PR1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ752438(NAD 83)
 PR1083
 PR1083                          SUPERSEDED SURVEY CONTROL
 PR1083
 PR1083  NAVD 88 (06/15/91)  578.435  (m)         1897.75   (f) SUPERSEDED  1 2
 PR1083
 PR1083.Superseded values are not recommended for survey control.
 PR1083
 PR1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1083.See file dsdata.pdf to determine how the superseded data were derived.
 PR1083
 PR1083_MARKER: DB = BENCH MARK DISK
 PR1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1083_STAMPING: 29-155.09 1974 1896.91
 PR1083_MARK LOGO: SDDT
 PR1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1083+STABILITY: SURFACE MOTION
 PR1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1083+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1083
 PR1083  HISTORY     - Date     Condition        Report By
 PR1083  HISTORY     - 1974     MONUMENTED       SDDT
 PR1083  HISTORY     - 19900703 GOOD             NGS
 PR1083
 PR1083                          STATION DESCRIPTION
 PR1083
 PR1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1083'36.0 KM (22.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1083'JUNCTION WITH U.S. HIGHWAY 14 (EXIT 132) IN BROOKINGS, 6.7 KM
 PR1083'(4.2 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 28 (EXIT 150),
 PR1083'0.15 KM (0.09 MI) NORTHWEST OF MILEPOST 155, 29.4 M (96.5 FT)
 PR1083'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1083'1.25 M (4.10 FT) NORTHWEST OF THE MOST SOUTHEASTERLY OF 2 FENCE BRACE
 PR1083'POSTS, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PR1083'SOUTHWEST OF A FENCE, 0.2 M (0.7 FT) WEST-NORTHWEST OF A WITNESS POST,
 PR1083'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1084 ***********************************************************************
 PR1084  DESIGNATION -  I29 155.77
 PR1084  PID         -  PR1084
 PR1084  STATE/COUNTY-  SD/DEUEL
 PR1084  COUNTRY     -  US
 PR1084  USGS QUAD   -  ESTELLINE NE (2017)
 PR1084
 PR1084                         *CURRENT SURVEY CONTROL
 PR1084  ______________________________________________________________________
 PR1084* NAD 83(1986) POSITION- 44 38 07.     (N) 096 47 48.     (W)   SCALED
 PR1084* NAVD 88 ORTHO HEIGHT -   568.565 (meters)     1865.37  (feet) ADJUSTED
 PR1084  ______________________________________________________________________
 PR1084  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 PR1084  DYNAMIC HEIGHT  -        568.474 (meters)     1865.07  (feet) COMP
 PR1084  MODELED GRAVITY -    980,439.0   (mgal)                       NAVD 88
 PR1084
 PR1084  VERT ORDER      -  FIRST     CLASS II
 PR1084
 PR1084.The horizontal coordinates were scaled from a map and have
 PR1084.an estimated accuracy of +/- 6 seconds.
 PR1084
 PR1084.The orthometric height was determined by differential leveling and
 PR1084.adjusted by the NATIONAL GEODETIC SURVEY
 PR1084.in October 1997.
 PR1084
 PR1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1084.GEOID18 height accuracy estimate available here.
 PR1084
 PR1084.Click photographs - Photos may exist for this station.
 PR1084
 PR1084.The dynamic height is computed by dividing the NAVD 88
 PR1084.geopotential number by the normal gravity value computed on the
 PR1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1084.degrees latitude (g = 980.6199 gals.).
 PR1084
 PR1084.The modeled gravity was interpolated from observed gravity values.
 PR1084
 PR1084;                    North         East    Units  Estimated Accuracy
 PR1084;SPC SD N     -    94,140.      854,100.      MT  (+/- 180 meters Scaled)
 PR1084
 PR1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ747447(NAD 83)
 PR1084
 PR1084                          SUPERSEDED SURVEY CONTROL
 PR1084
 PR1084  NAVD 88 (06/15/91)  568.574  (m)         1865.40   (f) SUPERSEDED  1 2
 PR1084
 PR1084.Superseded values are not recommended for survey control.
 PR1084
 PR1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1084.See file dsdata.pdf to determine how the superseded data were derived.
 PR1084
 PR1084_MARKER: DB = BENCH MARK DISK
 PR1084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1084_SP_SET: HEADWALL
 PR1084_STAMPING: 20-155.77 1974 1864.59
 PR1084_MARK LOGO: SDDT
 PR1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1084+STABILITY: SURFACE MOTION
 PR1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1084+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1084
 PR1084  HISTORY     - Date     Condition        Report By
 PR1084  HISTORY     - 1974     MONUMENTED       SDDT
 PR1084  HISTORY     - 19900703 GOOD             NGS
 PR1084
 PR1084                          STATION DESCRIPTION
 PR1084
 PR1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1084'35.9 KM (22.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1084'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1084'0.45 M (1.48 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 PR1084'CONCRETE HEADWALL OF A BOX CULVERT, 1.25 KM (0.78 MI) NORTHWEST OF
 PR1084'MILEPOST 155, 7.9 KM (4.9 MI) NORTHWEST OF THE INTERSECTION OF STATE
 PR1084'HIGHWAY 28 (EXIT 150), 21.6 M (70.9 FT) (SLOPE MEASUREMENT) NORTHEAST
 PR1084'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 2.5 M
 PR1084'(8.2 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1085 ***********************************************************************
 PR1085  DESIGNATION -  I29 156.69
 PR1085  PID         -  PR1085
 PR1085  STATE/COUNTY-  SD/DEUEL
 PR1085  COUNTRY     -  US
 PR1085  USGS QUAD   -  ESTELLINE NE (2017)
 PR1085
 PR1085                         *CURRENT SURVEY CONTROL
 PR1085  ______________________________________________________________________
 PR1085* NAD 83(1986) POSITION- 44 38 50.     (N) 096 48 20.     (W)   SCALED
 PR1085* NAVD 88 ORTHO HEIGHT -   582.224 (meters)     1910.18  (feet) ADJUSTED
 PR1085  ______________________________________________________________________
 PR1085  GEOID HEIGHT    -        -25.029 (meters)                     GEOID18
 PR1085  DYNAMIC HEIGHT  -        582.131 (meters)     1909.87  (feet) COMP
 PR1085  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 PR1085
 PR1085  VERT ORDER      -  FIRST     CLASS II
 PR1085
 PR1085.The horizontal coordinates were scaled from a map and have
 PR1085.an estimated accuracy of +/- 6 seconds.
 PR1085
 PR1085.The orthometric height was determined by differential leveling and
 PR1085.adjusted by the NATIONAL GEODETIC SURVEY
 PR1085.in October 1997.
 PR1085
 PR1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1085.GEOID18 height accuracy estimate available here.
 PR1085
 PR1085.Click photographs - Photos may exist for this station.
 PR1085
 PR1085.The dynamic height is computed by dividing the NAVD 88
 PR1085.geopotential number by the normal gravity value computed on the
 PR1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1085.degrees latitude (g = 980.6199 gals.).
 PR1085
 PR1085.The modeled gravity was interpolated from observed gravity values.
 PR1085
 PR1085;                    North         East    Units  Estimated Accuracy
 PR1085;SPC SD N     -    95,440.      853,340.      MT  (+/- 180 meters Scaled)
 PR1085
 PR1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ740461(NAD 83)
 PR1085
 PR1085                          SUPERSEDED SURVEY CONTROL
 PR1085
 PR1085  NAVD 88 (06/15/91)  582.233  (m)         1910.21   (f) SUPERSEDED  1 2
 PR1085
 PR1085.Superseded values are not recommended for survey control.
 PR1085
 PR1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1085.See file dsdata.pdf to determine how the superseded data were derived.
 PR1085
 PR1085_MARKER: DB = BENCH MARK DISK
 PR1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1085_STAMPING: 29-156.69 19 1909.34
 PR1085_MARK LOGO: SDDT
 PR1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1085+STABILITY: SURFACE MOTION
 PR1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1085+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1085
 PR1085  HISTORY     - Date     Condition        Report By
 PR1085  HISTORY     - UNK      MONUMENTED       SDDT
 PR1085  HISTORY     - 19900703 GOOD             NGS
 PR1085
 PR1085                          STATION DESCRIPTION
 PR1085
 PR1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1085'34.4 KM (21.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1085'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.6 KM
 PR1085'(1.0 MI) SOUTHEAST OF AN OVERPASS (EXIT 157), 1.6 KM (1.0 MI)
 PR1085'NORTHWEST OF MILEPOST 156, 29.2 M (95.8 FT) NORTHEAST OF THE
 PR1085'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT)
 PR1085'SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, 0.3
 PR1085'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 PR1085'0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1086 ***********************************************************************
 PR1086  DESIGNATION -  I29 157.65
 PR1086  PID         -  PR1086
 PR1086  STATE/COUNTY-  SD/DEUEL
 PR1086  COUNTRY     -  US
 PR1086  USGS QUAD   -  ESTELLINE NE (2017)
 PR1086
 PR1086                         *CURRENT SURVEY CONTROL
 PR1086  ______________________________________________________________________
 PR1086* NAD 83(1986) POSITION- 44 39 33.     (N) 096 48 57.     (W)   SCALED
 PR1086* NAVD 88 ORTHO HEIGHT -   590.076 (meters)     1935.94  (feet) ADJUSTED
 PR1086  ______________________________________________________________________
 PR1086  GEOID HEIGHT    -        -25.027 (meters)                     GEOID18
 PR1086  DYNAMIC HEIGHT  -        589.983 (meters)     1935.64  (feet) COMP
 PR1086  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 PR1086
 PR1086  VERT ORDER      -  FIRST     CLASS II
 PR1086
 PR1086.The horizontal coordinates were scaled from a map and have
 PR1086.an estimated accuracy of +/- 6 seconds.
 PR1086
 PR1086.The orthometric height was determined by differential leveling and
 PR1086.adjusted by the NATIONAL GEODETIC SURVEY
 PR1086.in October 1997.
 PR1086
 PR1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1086.GEOID18 height accuracy estimate available here.
 PR1086
 PR1086.Click photographs - Photos may exist for this station.
 PR1086
 PR1086.The dynamic height is computed by dividing the NAVD 88
 PR1086.geopotential number by the normal gravity value computed on the
 PR1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1086.degrees latitude (g = 980.6199 gals.).
 PR1086
 PR1086.The modeled gravity was interpolated from observed gravity values.
 PR1086
 PR1086;                    North         East    Units  Estimated Accuracy
 PR1086;SPC SD N     -    96,730.      852,470.      MT  (+/- 180 meters Scaled)
 PR1086
 PR1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ731474(NAD 83)
 PR1086
 PR1086                          SUPERSEDED SURVEY CONTROL
 PR1086
 PR1086  NAVD 88 (06/15/91)  590.084  (m)         1935.97   (f) SUPERSEDED  1 2
 PR1086
 PR1086.Superseded values are not recommended for survey control.
 PR1086
 PR1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1086.See file dsdata.pdf to determine how the superseded data were derived.
 PR1086
 PR1086_MARKER: DB = BENCH MARK DISK
 PR1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR1086_SP_SET: WINGWALL
 PR1086_STAMPING: 29-157.65 19 1935.14
 PR1086_MARK LOGO: SDDT
 PR1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1086+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1086
 PR1086  HISTORY     - Date     Condition        Report By
 PR1086  HISTORY     - UNK      MONUMENTED       SDDT
 PR1086  HISTORY     - 19900703 GOOD             NGS
 PR1086
 PR1086                          STATION DESCRIPTION
 PR1086
 PR1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1086'32.8 KM (20.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1086'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1086'2.7 M (8.9 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE WINGWALL OF
 PR1086'THE SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD (EXIT 157), 1.05 KM
 PR1086'(0.65 MI) NORTHWEST OF MILEPOST 157, 7.9 M (25.9 FT) SOUTHWEST OF THE
 PR1086'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M
 PR1086'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1087 ***********************************************************************
 PR1087  DESIGNATION -  I29 157.88
 PR1087  PID         -  PR1087
 PR1087  STATE/COUNTY-  SD/DEUEL
 PR1087  COUNTRY     -  US
 PR1087  USGS QUAD   -  ESTELLINE NE (2017)
 PR1087
 PR1087                         *CURRENT SURVEY CONTROL
 PR1087  ______________________________________________________________________
 PR1087* NAD 83(1986) POSITION- 44 39 44.     (N) 096 49 01.     (W)   SCALED
 PR1087* NAVD 88 ORTHO HEIGHT -   583.464 (meters)     1914.25  (feet) ADJUSTED
 PR1087  ______________________________________________________________________
 PR1087  GEOID HEIGHT    -        -25.028 (meters)                     GEOID18
 PR1087  DYNAMIC HEIGHT  -        583.372 (meters)     1913.95  (feet) COMP
 PR1087  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 PR1087
 PR1087  VERT ORDER      -  FIRST     CLASS II
 PR1087
 PR1087.The horizontal coordinates were scaled from a map and have
 PR1087.an estimated accuracy of +/- 6 seconds.
 PR1087
 PR1087.The orthometric height was determined by differential leveling and
 PR1087.adjusted by the NATIONAL GEODETIC SURVEY
 PR1087.in October 1997.
 PR1087
 PR1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1087.GEOID18 height accuracy estimate available here.
 PR1087
 PR1087.Click photographs - Photos may exist for this station.
 PR1087
 PR1087.The dynamic height is computed by dividing the NAVD 88
 PR1087.geopotential number by the normal gravity value computed on the
 PR1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1087.degrees latitude (g = 980.6199 gals.).
 PR1087
 PR1087.The modeled gravity was interpolated from observed gravity values.
 PR1087
 PR1087;                    North         East    Units  Estimated Accuracy
 PR1087;SPC SD N     -    97,070.      852,370.      MT  (+/- 180 meters Scaled)
 PR1087
 PR1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ730477(NAD 83)
 PR1087
 PR1087                          SUPERSEDED SURVEY CONTROL
 PR1087
 PR1087  NAVD 88 (06/15/91)  583.473  (m)         1914.28   (f) SUPERSEDED  1 2
 PR1087
 PR1087.Superseded values are not recommended for survey control.
 PR1087
 PR1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1087.See file dsdata.pdf to determine how the superseded data were derived.
 PR1087
 PR1087_MARKER: Z = SEE DESCRIPTION
 PR1087_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1087_STAMPING: 29-157.88
 PR1087_MARK LOGO: NGS
 PR1087_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1087_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1087+STABILITY: POSITION/ELEVATION WELL
 PR1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1087+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1087_ROD/PIPE-DEPTH: 6.4 meters
 PR1087_SLEEVE-DEPTH  : 2.0 meters
 PR1087
 PR1087  HISTORY     - Date     Condition        Report By
 PR1087  HISTORY     - UNK      MONUMENTED       SDDT
 PR1087  HISTORY     - 19900703 GOOD             NGS
 PR1087
 PR1087                          STATION DESCRIPTION
 PR1087
 PR1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1087'32.5 KM (20.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1087'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.4 KM
 PR1087'(0.9 MI) NORTHWEST OF MILEPOST 157, 0.35 KM (0.22 MI) NORTHWEST OF A
 PR1087'HIGHWAY OVERPASS (EXIT 157), 37.8 M (124.0 FT) NORTHEAST OF THE
 PR1087'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.8 M (84.6 FT)
 PR1087'NORTH-NORTHEAST OF THE CENTER OF THE NORTHBOUND ON RAMP (EXIT 157),
 PR1087'17.6 M (57.7 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 6 FENCE BRACE
 PR1087'POSTS, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 PR1087'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1087'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1087'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1087'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1088 ***********************************************************************
 PR1088  DESIGNATION -  I29 158.32
 PR1088  PID         -  PR1088
 PR1088  STATE/COUNTY-  SD/DEUEL
 PR1088  COUNTRY     -  US
 PR1088  USGS QUAD   -  ESTELLINE NE (2017)
 PR1088
 PR1088                         *CURRENT SURVEY CONTROL
 PR1088  ______________________________________________________________________
 PR1088* NAD 83(1986) POSITION- 44 40 00.     (N) 096 49 15.     (W)   SCALED
 PR1088* NAVD 88 ORTHO HEIGHT -   570.508 (meters)     1871.74  (feet) ADJUSTED
 PR1088  ______________________________________________________________________
 PR1088  GEOID HEIGHT    -        -25.028 (meters)                     GEOID18
 PR1088  DYNAMIC HEIGHT  -        570.417 (meters)     1871.44  (feet) COMP
 PR1088  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 PR1088
 PR1088  VERT ORDER      -  FIRST     CLASS II
 PR1088
 PR1088.The horizontal coordinates were scaled from a map and have
 PR1088.an estimated accuracy of +/- 6 seconds.
 PR1088
 PR1088.The orthometric height was determined by differential leveling and
 PR1088.adjusted by the NATIONAL GEODETIC SURVEY
 PR1088.in October 1997.
 PR1088
 PR1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1088.GEOID18 height accuracy estimate available here.
 PR1088
 PR1088.Click photographs - Photos may exist for this station.
 PR1088
 PR1088.The dynamic height is computed by dividing the NAVD 88
 PR1088.geopotential number by the normal gravity value computed on the
 PR1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1088.degrees latitude (g = 980.6199 gals.).
 PR1088
 PR1088.The modeled gravity was interpolated from observed gravity values.
 PR1088
 PR1088;                    North         East    Units  Estimated Accuracy
 PR1088;SPC SD N     -    97,550.      852,040.      MT  (+/- 180 meters Scaled)
 PR1088
 PR1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ727482(NAD 83)
 PR1088
 PR1088                          SUPERSEDED SURVEY CONTROL
 PR1088
 PR1088  NAVD 88 (06/15/91)  570.516  (m)         1871.77   (f) SUPERSEDED  1 2
 PR1088
 PR1088.Superseded values are not recommended for survey control.
 PR1088
 PR1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1088.See file dsdata.pdf to determine how the superseded data were derived.
 PR1088
 PR1088_MARKER: DB = BENCH MARK DISK
 PR1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1088_STAMPING: 29-158-32 19 1 70.92
 PR1088_MARK LOGO: SDDT
 PR1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1088+STABILITY: SURFACE MOTION
 PR1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1088+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1088
 PR1088  HISTORY     - Date     Condition        Report By
 PR1088  HISTORY     - UNK      MONUMENTED       SDDT
 PR1088  HISTORY     - 19900703 GOOD             NGS
 PR1088
 PR1088                          STATION DESCRIPTION
 PR1088
 PR1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1088'31.9 KM (19.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1088'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.9 KM
 PR1088'(0.6 MI) NORTHWEST OF A HIGHWAY OVERPASS (EXIT 158), 0.35 KM
 PR1088'(0.22 MI) NORTHWEST OF MILEPOST 158, 29.2 M (95.8 FT) NORTHEAST OF
 PR1088'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 20.2 M
 PR1088'(66.3 FT) NORTH-NORTHEAST OF THE NORTHEAST END OF A 24-INCH PIPE
 PR1088'CULVERT, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.55 M
 PR1088'(1.80 FT) NORTHWEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) NORTHWEST OF
 PR1088'A WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT
 PR1088'IS 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1089 ***********************************************************************
 PR1089  DESIGNATION -  I29 158.56
 PR1089  PID         -  PR1089
 PR1089  STATE/COUNTY-  SD/DEUEL
 PR1089  COUNTRY     -  US
 PR1089  USGS QUAD   -  ESTELLINE NE (2017)
 PR1089
 PR1089                         *CURRENT SURVEY CONTROL
 PR1089  ______________________________________________________________________
 PR1089* NAD 83(1986) POSITION- 44 40 16.     (N) 096 49 26.     (W)   SCALED
 PR1089* NAVD 88 ORTHO HEIGHT -   553.482 (meters)     1815.88  (feet) ADJUSTED
 PR1089  ______________________________________________________________________
 PR1089  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 PR1089  DYNAMIC HEIGHT  -        553.394 (meters)     1815.59  (feet) COMP
 PR1089  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 PR1089
 PR1089  VERT ORDER      -  FIRST     CLASS II
 PR1089
 PR1089.The horizontal coordinates were scaled from a map and have
 PR1089.an estimated accuracy of +/- 6 seconds.
 PR1089
 PR1089.The orthometric height was determined by differential leveling and
 PR1089.adjusted by the NATIONAL GEODETIC SURVEY
 PR1089.in October 1997.
 PR1089
 PR1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1089.GEOID18 height accuracy estimate available here.
 PR1089
 PR1089.Click photographs - Photos may exist for this station.
 PR1089
 PR1089.The dynamic height is computed by dividing the NAVD 88
 PR1089.geopotential number by the normal gravity value computed on the
 PR1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1089.degrees latitude (g = 980.6199 gals.).
 PR1089
 PR1089.The modeled gravity was interpolated from observed gravity values.
 PR1089
 PR1089;                    North         East    Units  Estimated Accuracy
 PR1089;SPC SD N     -    98,040.      851,780.      MT  (+/- 180 meters Scaled)
 PR1089
 PR1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ724487(NAD 83)
 PR1089
 PR1089                          SUPERSEDED SURVEY CONTROL
 PR1089
 PR1089  NAVD 88 (06/15/91)  553.490  (m)         1815.91   (f) SUPERSEDED  1 2
 PR1089
 PR1089.Superseded values are not recommended for survey control.
 PR1089
 PR1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1089.See file dsdata.pdf to determine how the superseded data were derived.
 PR1089
 PR1089_MARKER: Z = SEE DESCRIPTION
 PR1089_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1089_STAMPING: 29-158.56
 PR1089_MARK LOGO: NGS
 PR1089_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1089_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1089+STABILITY: POSITION/ELEVATION WELL
 PR1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1089+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1089_ROD/PIPE-DEPTH: 6.4 meters
 PR1089_SLEEVE-DEPTH  : 2.0 meters
 PR1089
 PR1089  HISTORY     - Date     Condition        Report By
 PR1089  HISTORY     - UNK      MONUMENTED       SDDT
 PR1089  HISTORY     - 19900703 GOOD             NGS
 PR1089
 PR1089                          STATION DESCRIPTION
 PR1089
 PR1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1089'31.4 KM (19.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1089'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.45 KM
 PR1089'(0.90 MI) NORTHWEST OF A HIGHWAY OVERPASS (EXIT 157), 0.9 KM
 PR1089'(0.6 MI) NORTHWEST OF MILEPOST 158, 28.9 M (94.8 FT) NORTHEAST OF THE
 PR1089'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.5 M (47.6 FT)
 PR1089'SOUTHEAST OF THE MOST SOUTHEASTERLY OF 2 FENCE BRACE POSTS, 1.2 M
 PR1089'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST
 PR1089'OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS
 PR1089'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2
 PR1089'INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PR1089'CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1090 ***********************************************************************
 PR1090  DESIGNATION -  I29 158.73
 PR1090  PID         -  PR1090
 PR1090  STATE/COUNTY-  SD/DEUEL
 PR1090  COUNTRY     -  US
 PR1090  USGS QUAD   -  ESTELLINE NE (2017)
 PR1090
 PR1090                         *CURRENT SURVEY CONTROL
 PR1090  ______________________________________________________________________
 PR1090* NAD 83(1986) POSITION- 44 40 23.     (N) 096 49 34.     (W)   SCALED
 PR1090* NAVD 88 ORTHO HEIGHT -   546.418 (meters)     1792.71  (feet) ADJUSTED
 PR1090  ______________________________________________________________________
 PR1090  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 PR1090  DYNAMIC HEIGHT  -        546.331 (meters)     1792.42  (feet) COMP
 PR1090  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 PR1090
 PR1090  VERT ORDER      -  FIRST     CLASS II
 PR1090
 PR1090.The horizontal coordinates were scaled from a map and have
 PR1090.an estimated accuracy of +/- 6 seconds.
 PR1090
 PR1090.The orthometric height was determined by differential leveling and
 PR1090.adjusted by the NATIONAL GEODETIC SURVEY
 PR1090.in October 1997.
 PR1090
 PR1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1090.GEOID18 height accuracy estimate available here.
 PR1090
 PR1090.Click photographs - Photos may exist for this station.
 PR1090
 PR1090.The dynamic height is computed by dividing the NAVD 88
 PR1090.geopotential number by the normal gravity value computed on the
 PR1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1090.degrees latitude (g = 980.6199 gals.).
 PR1090
 PR1090.The modeled gravity was interpolated from observed gravity values.
 PR1090
 PR1090;                    North         East    Units  Estimated Accuracy
 PR1090;SPC SD N     -    98,240.      851,600.      MT  (+/- 180 meters Scaled)
 PR1090
 PR1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ723489(NAD 83)
 PR1090
 PR1090                          SUPERSEDED SURVEY CONTROL
 PR1090
 PR1090  NAVD 88 (06/15/91)  546.426  (m)         1792.73   (f) SUPERSEDED  1 2
 PR1090
 PR1090.Superseded values are not recommended for survey control.
 PR1090
 PR1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1090.See file dsdata.pdf to determine how the superseded data were derived.
 PR1090
 PR1090_MARKER: DB = BENCH MARK DISK
 PR1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR1090_SP_SET: WINGWALL
 PR1090_STAMPING: 29-158.73 19 1791.91
 PR1090_MARK LOGO: SDDT
 PR1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1090+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1090
 PR1090  HISTORY     - Date     Condition        Report By
 PR1090  HISTORY     - UNK      MONUMENTED       SDDT
 PR1090  HISTORY     - 19900703 GOOD             NGS
 PR1090
 PR1090                          STATION DESCRIPTION
 PR1090
 PR1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1090'31.1 KM (19.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1090'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1090'3.0 M (9.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTH CONCRETE
 PR1090'WINGWALL OF THE SOUTHBOUND HIGHWAY OVERPASS OF A PAVED ROAD, 1.15 KM
 PR1090'(0.71 MI) NORTHWEST OF MILEPOST 158, 7.4 M (24.3 FT) SOUTHWEST OF THE
 PR1090'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M
 PR1090'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1091 ***********************************************************************
 PR1091  DESIGNATION -  I29 159.24
 PR1091  PID         -  PR1091
 PR1091  STATE/COUNTY-  SD/DEUEL
 PR1091  COUNTRY     -  US
 PR1091  USGS QUAD   -  ESTELLINE NE (2017)
 PR1091
 PR1091                         *CURRENT SURVEY CONTROL
 PR1091  ______________________________________________________________________
 PR1091* NAD 83(1986) POSITION- 44 40 46.     (N) 096 49 49.     (W)   SCALED
 PR1091* NAVD 88 ORTHO HEIGHT -   531.632 (meters)     1744.20  (feet) ADJUSTED
 PR1091  ______________________________________________________________________
 PR1091  GEOID HEIGHT    -        -25.032 (meters)                     GEOID18
 PR1091  DYNAMIC HEIGHT  -        531.548 (meters)     1743.92  (feet) COMP
 PR1091  MODELED GRAVITY -    980,441.7   (mgal)                       NAVD 88
 PR1091
 PR1091  VERT ORDER      -  FIRST     CLASS II
 PR1091
 PR1091.The horizontal coordinates were scaled from a map and have
 PR1091.an estimated accuracy of +/- 6 seconds.
 PR1091
 PR1091.The orthometric height was determined by differential leveling and
 PR1091.adjusted by the NATIONAL GEODETIC SURVEY
 PR1091.in October 1997.
 PR1091
 PR1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1091.GEOID18 height accuracy estimate available here.
 PR1091
 PR1091.Click photographs - Photos may exist for this station.
 PR1091
 PR1091.The dynamic height is computed by dividing the NAVD 88
 PR1091.geopotential number by the normal gravity value computed on the
 PR1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1091.degrees latitude (g = 980.6199 gals.).
 PR1091
 PR1091.The modeled gravity was interpolated from observed gravity values.
 PR1091
 PR1091;                    North         East    Units  Estimated Accuracy
 PR1091;SPC SD N     -    98,940.      851,240.      MT  (+/- 180 meters Scaled)
 PR1091
 PR1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ719496(NAD 83)
 PR1091
 PR1091                          SUPERSEDED SURVEY CONTROL
 PR1091
 PR1091  NAVD 88 (06/15/91)  531.640  (m)         1744.22   (f) SUPERSEDED  1 2
 PR1091
 PR1091.Superseded values are not recommended for survey control.
 PR1091
 PR1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1091.See file dsdata.pdf to determine how the superseded data were derived.
 PR1091
 PR1091_MARKER: Z = SEE DESCRIPTION
 PR1091_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1091_STAMPING: 29-159.24
 PR1091_MARK LOGO: NGS
 PR1091_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1091_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1091+STABILITY: POSITION/ELEVATION WELL
 PR1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1091+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1091_ROD/PIPE-DEPTH: 6.4 meters
 PR1091_SLEEVE-DEPTH  : 2.0 meters
 PR1091
 PR1091  HISTORY     - Date     Condition        Report By
 PR1091  HISTORY     - UNK      MONUMENTED       SDDT
 PR1091  HISTORY     - 19900703 GOOD             NGS
 PR1091
 PR1091                          STATION DESCRIPTION
 PR1091
 PR1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1091'30.3 KM (18.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1091'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) AT THE EAST EDGE OF
 PR1091'WATERTOWN, 0.4 KM (0.2 MI) NORTHWEST OF MILEPOST 159, 85.6 M
 PR1091'(280.8 FT) NORTH OF THE NORTHEAST CORNER OF THE NORTHBOUND HIGHWAY
 PR1091'OVERPASS OF A COUNTY ROAD, 71.0 M (232.9 FT) NORTHEAST OF THE
 PR1091'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 37.5 M (123.0 FT)
 PR1091'NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 19.2 M (63.0 FT) NORTHWEST
 PR1091'OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 PR1091'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE
 PR1091'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 PR1091'THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM
 PR1091'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 PR1091'SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1092 ***********************************************************************
 PR1092  DESIGNATION -  I29 159.71
 PR1092  PID         -  PR1092
 PR1092  STATE/COUNTY-  SD/DEUEL
 PR1092  COUNTRY     -  US
 PR1092  USGS QUAD   -  ESTELLINE NE (2017)
 PR1092
 PR1092                         *CURRENT SURVEY CONTROL
 PR1092  ______________________________________________________________________
 PR1092* NAD 83(1986) POSITION- 44 41 08.     (N) 096 50 06.     (W)   SCALED
 PR1092* NAVD 88 ORTHO HEIGHT -   535.377 (meters)     1756.48  (feet) ADJUSTED
 PR1092  ______________________________________________________________________
 PR1092  GEOID HEIGHT    -        -25.032 (meters)                     GEOID18
 PR1092  DYNAMIC HEIGHT  -        535.292 (meters)     1756.20  (feet) COMP
 PR1092  MODELED GRAVITY -    980,441.9   (mgal)                       NAVD 88
 PR1092
 PR1092  VERT ORDER      -  FIRST     CLASS II
 PR1092
 PR1092.The horizontal coordinates were scaled from a map and have
 PR1092.an estimated accuracy of +/- 6 seconds.
 PR1092
 PR1092.The orthometric height was determined by differential leveling and
 PR1092.adjusted by the NATIONAL GEODETIC SURVEY
 PR1092.in October 1997.
 PR1092
 PR1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1092.GEOID18 height accuracy estimate available here.
 PR1092
 PR1092.Click photographs - Photos may exist for this station.
 PR1092
 PR1092.The dynamic height is computed by dividing the NAVD 88
 PR1092.geopotential number by the normal gravity value computed on the
 PR1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1092.degrees latitude (g = 980.6199 gals.).
 PR1092
 PR1092.The modeled gravity was interpolated from observed gravity values.
 PR1092
 PR1092;                    North         East    Units  Estimated Accuracy
 PR1092;SPC SD N     -    99,610.      850,840.      MT  (+/- 180 meters Scaled)
 PR1092
 PR1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ715503(NAD 83)
 PR1092
 PR1092                          SUPERSEDED SURVEY CONTROL
 PR1092
 PR1092  NAVD 88 (06/15/91)  535.385  (m)         1756.51   (f) SUPERSEDED  1 2
 PR1092
 PR1092.Superseded values are not recommended for survey control.
 PR1092
 PR1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1092.See file dsdata.pdf to determine how the superseded data were derived.
 PR1092
 PR1092_MARKER: DB = BENCH MARK DISK
 PR1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1092_STAMPING: 29-159.71 1975 1755.66
 PR1092_MARK LOGO: SDDT
 PR1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1092+STABILITY: SURFACE MOTION
 PR1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1092+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1092
 PR1092  HISTORY     - Date     Condition        Report By
 PR1092  HISTORY     - 1975     MONUMENTED       SDDT
 PR1092  HISTORY     - 19900703 GOOD             NGS
 PR1092
 PR1092                          STATION DESCRIPTION
 PR1092
 PR1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1092'29.5 KM (18.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1092'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 3.3 KM
 PR1092'(2.1 MI) NORTHWEST OF A HIGHWAY OVERPASS (EXIT 157), 1.15 KM
 PR1092'(0.71 MI) NORTHWEST OF MILEPOST 159, AT A JOG IN THE RIGHT-OF-WAY
 PR1092'FENCE, 29.4 M (96.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PR1092'LANES OF THE HIGHWAY, 5.0 M (16.4 FT) NORTHWEST OF THE MOST SOUTHERLY
 PR1092'OF 6 FENCE BRACE POSTS, 0.35 M (1.15 FT) NORTHWEST OF A WITNESS POST
 PR1092'AND FENCE, 0.3 BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 PR1092'0.04 M (0.13 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1093 ***********************************************************************
 PR1093  DESIGNATION -  I29 159.79
 PR1093  PID         -  PR1093
 PR1093  STATE/COUNTY-  SD/DEUEL
 PR1093  COUNTRY     -  US
 PR1093  USGS QUAD   -  ESTELLINE NE (2017)
 PR1093
 PR1093                         *CURRENT SURVEY CONTROL
 PR1093  ______________________________________________________________________
 PR1093* NAD 83(1986) POSITION- 44 41 12.     (N) 096 50 09.     (W)   SCALED
 PR1093* NAVD 88 ORTHO HEIGHT -   529.653 (meters)     1737.70  (feet) ADJUSTED
 PR1093  ______________________________________________________________________
 PR1093  GEOID HEIGHT    -        -25.032 (meters)                     GEOID18
 PR1093  DYNAMIC HEIGHT  -        529.569 (meters)     1737.43  (feet) COMP
 PR1093  MODELED GRAVITY -    980,442.0   (mgal)                       NAVD 88
 PR1093
 PR1093  VERT ORDER      -  FIRST     CLASS II
 PR1093
 PR1093.The horizontal coordinates were scaled from a map and have
 PR1093.an estimated accuracy of +/- 6 seconds.
 PR1093
 PR1093.The orthometric height was determined by differential leveling and
 PR1093.adjusted by the NATIONAL GEODETIC SURVEY
 PR1093.in October 1997.
 PR1093
 PR1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1093.GEOID18 height accuracy estimate available here.
 PR1093
 PR1093.Click photographs - Photos may exist for this station.
 PR1093
 PR1093.The dynamic height is computed by dividing the NAVD 88
 PR1093.geopotential number by the normal gravity value computed on the
 PR1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1093.degrees latitude (g = 980.6199 gals.).
 PR1093
 PR1093.The modeled gravity was interpolated from observed gravity values.
 PR1093
 PR1093;                    North         East    Units  Estimated Accuracy
 PR1093;SPC SD N     -    99,730.      850,770.      MT  (+/- 180 meters Scaled)
 PR1093
 PR1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ714504(NAD 83)
 PR1093
 PR1093                          SUPERSEDED SURVEY CONTROL
 PR1093
 PR1093  NAVD 88 (06/15/91)  529.661  (m)         1737.73   (f) SUPERSEDED  1 2
 PR1093
 PR1093.Superseded values are not recommended for survey control.
 PR1093
 PR1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1093.See file dsdata.pdf to determine how the superseded data were derived.
 PR1093
 PR1093_MARKER: DB = BENCH MARK DISK
 PR1093_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1093_SP_SET: HEADWALL
 PR1093_STAMPING: 29-159.79 1975 1736.93
 PR1093_MARK LOGO: SDDT
 PR1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1093+STABILITY: SURFACE MOTION
 PR1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1093+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1093
 PR1093  HISTORY     - Date     Condition        Report By
 PR1093  HISTORY     - 1975     MONUMENTED       SDDT
 PR1093  HISTORY     - 19900703 GOOD             NGS
 PR1093
 PR1093                          STATION DESCRIPTION
 PR1093
 PR1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1093'29.4 KM (18.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1093'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) AT THE EAST EDGE OF
 PR1093'WATERTOWN, IN TOP OF AND 3.0 M (9.8 FT) NORTHWEST OF THE SOUTHEAST
 PR1093'END OF THE NORTHEAST CONCRETE HEADWALL OF A BOX CULVERT, 1.25 KM
 PR1093'(0.78 MI) NORTHWEST OF MILEPOST 159, 40.3 M (132.2 FT) (SLOPE
 PR1093'MEASUREMENT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 PR1093'THE HIGHWAY, 4.5 M (14.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7
 PR1093'M (2.3 FT) WEST-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1094 ***********************************************************************
 PR1094  DESIGNATION -  I29 160.0
 PR1094  PID         -  PR1094
 PR1094  STATE/COUNTY-  SD/DEUEL
 PR1094  COUNTRY     -  US
 PR1094  USGS QUAD   -  ESTELLINE NE (2017)
 PR1094
 PR1094                         *CURRENT SURVEY CONTROL
 PR1094  ______________________________________________________________________
 PR1094* NAD 83(1986) POSITION- 44 41 25.     (N) 096 50 19.     (W)   SCALED
 PR1094* NAVD 88 ORTHO HEIGHT -   544.551 (meters)     1786.58  (feet) ADJUSTED
 PR1094  ______________________________________________________________________
 PR1094  GEOID HEIGHT    -        -25.032 (meters)                     GEOID18
 PR1094  DYNAMIC HEIGHT  -        544.465 (meters)     1786.30  (feet) COMP
 PR1094  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 PR1094
 PR1094  VERT ORDER      -  FIRST     CLASS II
 PR1094
 PR1094.The horizontal coordinates were scaled from a map and have
 PR1094.an estimated accuracy of +/- 6 seconds.
 PR1094
 PR1094.The orthometric height was determined by differential leveling and
 PR1094.adjusted by the NATIONAL GEODETIC SURVEY
 PR1094.in October 1997.
 PR1094
 PR1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1094.GEOID18 height accuracy estimate available here.
 PR1094
 PR1094.Click photographs - Photos may exist for this station.
 PR1094
 PR1094.The dynamic height is computed by dividing the NAVD 88
 PR1094.geopotential number by the normal gravity value computed on the
 PR1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1094.degrees latitude (g = 980.6199 gals.).
 PR1094
 PR1094.The modeled gravity was interpolated from observed gravity values.
 PR1094
 PR1094;                    North         East    Units  Estimated Accuracy
 PR1094;SPC SD N     -   100,120.      850,530.      MT  (+/- 180 meters Scaled)
 PR1094
 PR1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ712508(NAD 83)
 PR1094
 PR1094                          SUPERSEDED SURVEY CONTROL
 PR1094
 PR1094  NAVD 88 (06/15/91)  544.559  (m)         1786.61   (f) SUPERSEDED  1 2
 PR1094
 PR1094.Superseded values are not recommended for survey control.
 PR1094
 PR1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1094.See file dsdata.pdf to determine how the superseded data were derived.
 PR1094
 PR1094_MARKER: DB = BENCH MARK DISK
 PR1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1094_STAMPING: 29-160.0 1975 1985.77
 PR1094_MARK LOGO: SDDT
 PR1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1094+STABILITY: SURFACE MOTION
 PR1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1094+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1094
 PR1094  HISTORY     - Date     Condition        Report By
 PR1094  HISTORY     - 1975     MONUMENTED       SDDT
 PR1094  HISTORY     - 19900703 GOOD             NGS
 PR1094
 PR1094                          STATION DESCRIPTION
 PR1094
 PR1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1094'29.0 KM (18.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1094'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 7.4 KM
 PR1094'(4.6 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164),
 PR1094'0.1 KM (0.1 MI) NORTHWEST OF MILEPOST 160, 28.8 M (94.5 FT) NORTHEAST
 PR1094'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1094'HIGHWAY, 16.2 M (53.1 FT) SOUTHEAST OF A Y-FENCE CORNER, 5.4 M
 PR1094'(17.7 FT) NORTHWEST OF THE MOST SOUTHEASTERLY OF 6 FENCE BRACE POSTS,
 PR1094'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 PR1094'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1095 ***********************************************************************
 PR1095  DESIGNATION -  I29 160.38
 PR1095  PID         -  PR1095
 PR1095  STATE/COUNTY-  SD/DEUEL
 PR1095  COUNTRY     -  US
 PR1095  USGS QUAD   -  ESTELLINE NE (2017)
 PR1095
 PR1095                         *CURRENT SURVEY CONTROL
 PR1095  ______________________________________________________________________
 PR1095* NAD 83(1986) POSITION- 44 41 41.     (N) 096 50 30.     (W)   SCALED
 PR1095* NAVD 88 ORTHO HEIGHT -   556.449 (meters)     1825.62  (feet) ADJUSTED
 PR1095  ______________________________________________________________________
 PR1095  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 PR1095  DYNAMIC HEIGHT  -        556.361 (meters)     1825.33  (feet) COMP
 PR1095  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 PR1095
 PR1095  VERT ORDER      -  FIRST     CLASS II
 PR1095
 PR1095.The horizontal coordinates were scaled from a map and have
 PR1095.an estimated accuracy of +/- 6 seconds.
 PR1095
 PR1095.The orthometric height was determined by differential leveling and
 PR1095.adjusted by the NATIONAL GEODETIC SURVEY
 PR1095.in October 1997.
 PR1095
 PR1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1095.GEOID18 height accuracy estimate available here.
 PR1095
 PR1095.Click photographs - Photos may exist for this station.
 PR1095
 PR1095.The dynamic height is computed by dividing the NAVD 88
 PR1095.geopotential number by the normal gravity value computed on the
 PR1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1095.degrees latitude (g = 980.6199 gals.).
 PR1095
 PR1095.The modeled gravity was interpolated from observed gravity values.
 PR1095
 PR1095;                    North         East    Units  Estimated Accuracy
 PR1095;SPC SD N     -   100,600.      850,270.      MT  (+/- 180 meters Scaled)
 PR1095
 PR1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ710513(NAD 83)
 PR1095
 PR1095                          SUPERSEDED SURVEY CONTROL
 PR1095
 PR1095  NAVD 88 (06/15/91)  556.456  (m)         1825.64   (f) SUPERSEDED  1 2
 PR1095
 PR1095.Superseded values are not recommended for survey control.
 PR1095
 PR1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1095.See file dsdata.pdf to determine how the superseded data were derived.
 PR1095
 PR1095_MARKER: DB = BENCH MARK DISK
 PR1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1095_STAMPING: 29-160.38 1975 1824.70
 PR1095_MARK LOGO: SDDT
 PR1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1095+STABILITY: SURFACE MOTION
 PR1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1095+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1095
 PR1095  HISTORY     - Date     Condition        Report By
 PR1095  HISTORY     - 1975     MONUMENTED       SDDT
 PR1095  HISTORY     - 19900703 GOOD             NGS
 PR1095
 PR1095                          STATION DESCRIPTION
 PR1095
 PR1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1095'28.4 KM (17.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1095'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 6.8 KM
 PR1095'(4.2 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164),
 PR1095'0.65 KM (0.40 MI) NORTHWEST OF MILEPOST 160, 29.5 M (96.8 FT)
 PR1095'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1095'23.8 M (78.1 FT) NORTHEAST OF THE CENTER OF A NORTHBOUND OFF RAMP
 PR1095'LEADING TO A REST AREA, 5.0 M (16.4 FT) NORTHWEST OF THE MOST
 PR1095'SOUTHEASTERLY OF 6 FENCE BRACE POSTS, 0.6 M (2.0 FT) BELOW THE LEVEL
 PR1095'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND
 PR1095'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 PR1095'- IN THE STAMPING IS STAMPED OVER TOP OF THE 1 AND THE 1 IS STAMPED
 PR1095'UPSIDE DOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1096 ***********************************************************************
 PR1096  DESIGNATION -  I29 161.01
 PR1096  PID         -  PR1096
 PR1096  STATE/COUNTY-  SD/DEUEL
 PR1096  COUNTRY     -  US
 PR1096  USGS QUAD   -  ESTELLINE NE (2017)
 PR1096
 PR1096                         *CURRENT SURVEY CONTROL
 PR1096  ______________________________________________________________________
 PR1096* NAD 83(1986) POSITION- 44 42 09.     (N) 096 50 48.     (W)   SCALED
 PR1096* NAVD 88 ORTHO HEIGHT -   569.477 (meters)     1868.36  (feet) ADJUSTED
 PR1096  ______________________________________________________________________
 PR1096  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 PR1096  DYNAMIC HEIGHT  -        569.388 (meters)     1868.07  (feet) COMP
 PR1096  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 PR1096
 PR1096  VERT ORDER      -  FIRST     CLASS II
 PR1096
 PR1096.The horizontal coordinates were scaled from a map and have
 PR1096.an estimated accuracy of +/- 6 seconds.
 PR1096
 PR1096.The orthometric height was determined by differential leveling and
 PR1096.adjusted by the NATIONAL GEODETIC SURVEY
 PR1096.in October 1997.
 PR1096
 PR1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1096.GEOID18 height accuracy estimate available here.
 PR1096
 PR1096.Click photographs - Photos may exist for this station.
 PR1096
 PR1096.The dynamic height is computed by dividing the NAVD 88
 PR1096.geopotential number by the normal gravity value computed on the
 PR1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1096.degrees latitude (g = 980.6199 gals.).
 PR1096
 PR1096.The modeled gravity was interpolated from observed gravity values.
 PR1096
 PR1096;                    North         East    Units  Estimated Accuracy
 PR1096;SPC SD N     -   101,450.      849,840.      MT  (+/- 180 meters Scaled)
 PR1096
 PR1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ705521(NAD 83)
 PR1096
 PR1096                          SUPERSEDED SURVEY CONTROL
 PR1096
 PR1096  NAVD 88 (06/15/91)  569.484  (m)         1868.38   (f) SUPERSEDED  1 2
 PR1096
 PR1096.Superseded values are not recommended for survey control.
 PR1096
 PR1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1096.See file dsdata.pdf to determine how the superseded data were derived.
 PR1096
 PR1096_MARKER: DB = BENCH MARK DISK
 PR1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1096_STAMPING: 29-161.01 1975 1867.50
 PR1096_MARK LOGO: SDDT
 PR1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1096+STABILITY: SURFACE MOTION
 PR1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1096+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1096
 PR1096  HISTORY     - Date     Condition        Report By
 PR1096  HISTORY     - 1975     MONUMENTED       SDDT
 PR1096  HISTORY     - 19900703 GOOD             NGS
 PR1096
 PR1096                          STATION DESCRIPTION
 PR1096
 PR1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1096'27.4 KM (17.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1096'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 5.9 KM
 PR1096'(3.7 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164), AT
 PR1096'THE NORTH END OF THE NORTHBOUND ON RAMP LEADING FROM A REST AREA,
 PR1096'29.6 M (97.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 PR1096'OF THE HIGHWAY, 21.9 M (71.9 FT) NORTH OF MILEPOST 161, 2.5 M
 PR1096'(8.2 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 2 FENCE BRACE POSTS,
 PR1096'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT)
 PR1096'SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 PR1096'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1097 ***********************************************************************
 PR1097  DESIGNATION -  I29 161.60
 PR1097  PID         -  PR1097
 PR1097  STATE/COUNTY-  SD/DEUEL
 PR1097  COUNTRY     -  US
 PR1097  USGS QUAD   -  ESTELLINE NE (2017)
 PR1097
 PR1097                         *CURRENT SURVEY CONTROL
 PR1097  ______________________________________________________________________
 PR1097* NAD 83(1986) POSITION- 44 42 37.     (N) 096 51 04.     (W)   SCALED
 PR1097* NAVD 88 ORTHO HEIGHT -   573.096 (meters)     1880.23  (feet) ADJUSTED
 PR1097  ______________________________________________________________________
 PR1097  GEOID HEIGHT    -        -25.034 (meters)                     GEOID18
 PR1097  DYNAMIC HEIGHT  -        573.007 (meters)     1879.94  (feet) COMP
 PR1097  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 PR1097
 PR1097  VERT ORDER      -  FIRST     CLASS II
 PR1097
 PR1097.The horizontal coordinates were scaled from a map and have
 PR1097.an estimated accuracy of +/- 6 seconds.
 PR1097
 PR1097.The orthometric height was determined by differential leveling and
 PR1097.adjusted by the NATIONAL GEODETIC SURVEY
 PR1097.in October 1997.
 PR1097
 PR1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1097.GEOID18 height accuracy estimate available here.
 PR1097
 PR1097.Click photographs - Photos may exist for this station.
 PR1097
 PR1097.The dynamic height is computed by dividing the NAVD 88
 PR1097.geopotential number by the normal gravity value computed on the
 PR1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1097.degrees latitude (g = 980.6199 gals.).
 PR1097
 PR1097.The modeled gravity was interpolated from observed gravity values.
 PR1097
 PR1097;                    North         East    Units  Estimated Accuracy
 PR1097;SPC SD N     -   102,300.      849,450.      MT  (+/- 180 meters Scaled)
 PR1097
 PR1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ702530(NAD 83)
 PR1097
 PR1097                          SUPERSEDED SURVEY CONTROL
 PR1097
 PR1097  NAVD 88 (06/15/91)  573.103  (m)         1880.26   (f) SUPERSEDED  1 2
 PR1097
 PR1097.Superseded values are not recommended for survey control.
 PR1097
 PR1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1097.See file dsdata.pdf to determine how the superseded data were derived.
 PR1097
 PR1097_MARKER: DB = BENCH MARK DISK
 PR1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1097_STAMPING: 29-161.60 1975 1879.37
 PR1097_MARK LOGO: SDDT
 PR1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1097+STABILITY: SURFACE MOTION
 PR1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1097+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1097
 PR1097  HISTORY     - Date     Condition        Report By
 PR1097  HISTORY     - 1975     MONUMENTED       SDDT
 PR1097  HISTORY     - 19900703 GOOD             NGS
 PR1097
 PR1097                          STATION DESCRIPTION
 PR1097
 PR1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1097'25.5 KM (15.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1097'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 4.9 KM
 PR1097'(3.0 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164),
 PR1097'1.0 KM (0.6 MI) NORTHWEST OF MILEPOST 161, 29.6 M (97.1 FT) NORTHEAST
 PR1097'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1097'HIGHWAY, 2.3 M (7.5 FT) NORTHWEST OF THE MOST SOUTHEASTERLY OF 3
 PR1097'FENCE BRACE POSTS, 0.3 M (1.0 FT) WEST-NORTHWEST OF A WITNESS POST,
 PR1097'0.3 M (1.0 FT) SOUTHWEST OF A T-FENCE CORNER, AND THE MONUMENT IS
 PR1097'FLUSH WITH THE GROUND SURFACE.  NOTE--THE 7 STAMPED ON THE DISK IN
 PR1097'.37 IS LAYING ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1098 ***********************************************************************
 PR1098  FBN         -  This is a Federal Base Network Control Station.
 PR1098  DESIGNATION -  I29 162.17
 PR1098  PID         -  PR1098
 PR1098  STATE/COUNTY-  SD/DEUEL
 PR1098  COUNTRY     -  US
 PR1098  USGS QUAD   -  ESTELLINE NE (2017)
 PR1098
 PR1098                         *CURRENT SURVEY CONTROL
 PR1098  ______________________________________________________________________
 PR1098* NAD 83(2011) POSITION- 44 43 04.71950(N) 096 51 20.60775(W)   ADJUSTED
 PR1098* NAD 83(2011) ELLIP HT-   550.054 (meters)        (06/27/12)   ADJUSTED
 PR1098* NAD 83(2011) EPOCH   -  2010.00
 PR1098* NAVD 88 ORTHO HEIGHT -   575.096 (meters)     1886.79  (feet) ADJUSTED
 PR1098  ______________________________________________________________________
 PR1098  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 PR1098  NAD 83(2011) X  -   -541,948.743 (meters)                     COMP
 PR1098  NAD 83(2011) Y  - -4,507,626.278 (meters)                     COMP
 PR1098  NAD 83(2011) Z  -  4,465,519.644 (meters)                     COMP
 PR1098  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 PR1098  DYNAMIC HEIGHT  -        575.006 (meters)     1886.50  (feet) COMP
 PR1098  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 PR1098
 PR1098  VERT ORDER      -  FIRST     CLASS II
 PR1098
 PR1098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR1098  Standards:
 PR1098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR1098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR1098  -------------------------------------------------------------------
 PR1098  NETWORK    0.48   1.10           0.22   0.17   0.56     -0.04736194
 PR1098  -------------------------------------------------------------------
 PR1098  Click here for local accuracies and other accuracy information.
 PR1098
 PR1098.The horizontal coordinates were established by GPS observations
 PR1098.and adjusted by the National Geodetic Survey in June 2012.
 PR1098
 PR1098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR1098.been affixed to the stable North American tectonic plate. See 
 PR1098.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR1098
 PR1098.The horizontal coordinates are valid at the epoch date displayed above
 PR1098.which is a decimal equivalence of Year/Month/Day.
 PR1098
 PR1098.The orthometric height was determined by differential leveling and
 PR1098.adjusted by the NATIONAL GEODETIC SURVEY
 PR1098.in October 1997.
 PR1098
 PR1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1098.GEOID18 height accuracy estimate available here.
 PR1098
 PR1098.Click photographs - Photos may exist for this station.
 PR1098
 PR1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1098
 PR1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1098
 PR1098.The ellipsoidal height was determined by GPS observations
 PR1098.and is referenced to NAD 83.
 PR1098
 PR1098.The dynamic height is computed by dividing the NAVD 88
 PR1098.geopotential number by the normal gravity value computed on the
 PR1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1098.degrees latitude (g = 980.6199 gals.).
 PR1098
 PR1098.The modeled gravity was interpolated from observed gravity values.
 PR1098
 PR1098. The following values were computed from the NAD 83(2011) position.
 PR1098
 PR1098;                    North         East     Units Scale Factor Converg.
 PR1098;SPC SD N     -   103,140.659   849,055.747   MT  0.99995593   +2 13 31.2
 PR1098;SPC SD N     -   338,387.31  2,785,610.40   sFT  0.99995593   +2 13 31.2
 PR1098;UTM  14      - 4,953,858.622   669,829.174   MT  0.99995468   +1 30 32.8
 PR1098
 PR1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1098!SPC SD N     -   0.99991376  x   0.99995593  =   0.99986970
 PR1098!UTM  14      -   0.99991376  x   0.99995468  =   0.99986845
 PR1098
 PR1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6982953858(NAD 83)
 PR1098
 PR1098                          SUPERSEDED SURVEY CONTROL
 PR1098
 PR1098  NAD 83(2007)-  44 43 04.71947(N)    096 51 20.60863(W) AD(2002.00) 0
 PR1098  ELLIP H (02/10/07)  550.082  (m)                       GP(2002.00)    
 PR1098  ELLIP H (06/23/03)  550.086  (m)                       GP(       ) 3 1
 PR1098  NAD 83(1996)-  44 43 04.71890(N)    096 51 20.60814(W) AD(       ) B
 PR1098  ELLIP H (01/15/97)  550.131  (m)                       GP(       ) 4 1
 PR1098  NAVD 88             575.10   (m)         1886.8    (f) LEVELING    3  
 PR1098  NAVD 88             575.10   (m)         1886.8    (f) LEVELING    3  
 PR1098  NAVD 88 (06/15/91)  575.103  (m)         1886.82   (f) SUPERSEDED  1 2
 PR1098
 PR1098.Superseded values are not recommended for survey control.
 PR1098
 PR1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1098.See file dsdata.pdf to determine how the superseded data were derived.
 PR1098
 PR1098_MARKER: P = PIPE CAP
 PR1098_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1098_STAMPING: 29-162.17
 PR1098_MARK LOGO: NGS
 PR1098_PROJECTION: FLUSH
 PR1098_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1098+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002
 PR1098_ROD/PIPE-DEPTH: 6.40 meters
 PR1098_SLEEVE-DEPTH  : 1.80 meters
 PR1098
 PR1098  HISTORY     - Date     Condition        Report By
 PR1098  HISTORY     - 19900703 MONUMENTED       NGS
 PR1098  HISTORY     - 19950315 GOOD             MNDT
 PR1098  HISTORY     - 19960621 GOOD             NGS
 PR1098  HISTORY     - 20020604 GOOD             SDDT
 PR1098
 PR1098                          STATION DESCRIPTION
 PR1098
 PR1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1098'25.6 KM (15.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1098'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 4.0 KM
 PR1098'(2.5 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164),
 PR1098'0.25 KM (0.16 MI) NORTHWEST OF MILEPOST 162, 38.8 M (127.3 FT) NORTH
 PR1098'OF THE NORTHEAST CORNER OF THE NORTHBOUND HIGHWAY OVERPASS OF A
 PR1098'COUNTY ROAD, 38.5 M (126.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 PR1098'NORTHBOUND LANES OF THE HIGHWAY, 32.7 M (107.3 FT) NORTHWEST OF A
 PR1098'T-FENCE CORNER, 9.1 M (29.9 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY
 PR1098'OF 2 FENCE BRACE POSTS, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE
 PR1098'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 PR1098'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1098'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1098'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1098'PVC SCREW CAP.
 PR1098
 PR1098                          STATION RECOVERY (1995)
 PR1098
 PR1098'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 PR1098'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY SDDOT.
 PR1098'RECOVERY NOTE BY DAVID K.  HERDER TYPED BY J.E.M.
 PR1098
 PR1098                          STATION RECOVERY (1996)
 PR1098
 PR1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PR1098'THE STATION IS LOCATED ABOUT 31.3 KM (19.45 MI) SOUTHEAST OF
 PR1098'WATERTOWN, 15.6 KM (9.70 MI) EAST OF CASTLEWOOD, 12.7 KM (7.90 MI)
 PR1098'SOUTHWEST OF CLEARLAKE, AND 0.25 KM (0.15 MI) NORTHWEST OF MILEPOST
 PR1098'162 ON INTERSTATE HIGHWAY 29.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 PR1098'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND
 PR1098'U.S. HIGHWAY 212 (EXIT 177), 4.8 KM (3.00 MI) EAST OF WATERTOWN, GO
 PR1098'SOUTH ON INTERSTATE HIGHWAY 29 FOR 25.6 KM (15.90 MI) TO THE STATION
 PR1098'ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 PR1098'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 PR1098'STEEL PIPE.  LOCATED 38.8 M (127.3 FT) NORTH OF THE NORTHEAST CORNER
 PR1098'OF THE NORTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 38.5 M (126.3 FT)
 PR1098'NORTHEAST OF THE NORTHBOUND HIGHWAY CENTERLINE, 32.7 M (107.3 FT)
 PR1098'NORTHWEST OF A T-FENCE CORNER, 9.1 M (29.9 FT) SOUTHEAST OF THE MOST
 PR1098'SOUTHEASTERLY OF 2 BRACED FENCE POSTS, 3.0 M (9.8 FT) BELOW THE LEVEL
 PR1098'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A METAL GUARD POST, AND
 PR1098'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 PR1098'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 PR1098'CAP.
 PR1098
 PR1098                          STATION RECOVERY (2002)
 PR1098
 PR1098'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PR1098'RECOVERED AS DESCRIBED
 PR1098'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1099 ***********************************************************************
 PR1099  DESIGNATION -  I29 162.64
 PR1099  PID         -  PR1099
 PR1099  STATE/COUNTY-  SD/DEUEL
 PR1099  COUNTRY     -  US
 PR1099  USGS QUAD   -  ESTELLINE NE (2017)
 PR1099
 PR1099                         *CURRENT SURVEY CONTROL
 PR1099  ______________________________________________________________________
 PR1099* NAD 83(1986) POSITION- 44 43 27.     (N) 096 51 35.     (W)   SCALED
 PR1099* NAVD 88 ORTHO HEIGHT -   583.021 (meters)     1912.79  (feet) ADJUSTED
 PR1099  ______________________________________________________________________
 PR1099  GEOID HEIGHT    -        -25.039 (meters)                     GEOID18
 PR1099  DYNAMIC HEIGHT  -        582.930 (meters)     1912.50  (feet) COMP
 PR1099  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 PR1099
 PR1099  VERT ORDER      -  FIRST     CLASS II
 PR1099
 PR1099.The horizontal coordinates were scaled from a map and have
 PR1099.an estimated accuracy of +/- 6 seconds.
 PR1099
 PR1099.The orthometric height was determined by differential leveling and
 PR1099.adjusted by the NATIONAL GEODETIC SURVEY
 PR1099.in October 1997.
 PR1099
 PR1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1099.GEOID18 height accuracy estimate available here.
 PR1099
 PR1099.Click photographs - Photos may exist for this station.
 PR1099
 PR1099.The dynamic height is computed by dividing the NAVD 88
 PR1099.geopotential number by the normal gravity value computed on the
 PR1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1099.degrees latitude (g = 980.6199 gals.).
 PR1099
 PR1099.The modeled gravity was interpolated from observed gravity values.
 PR1099
 PR1099;                    North         East    Units  Estimated Accuracy
 PR1099;SPC SD N     -   103,820.      848,710.      MT  (+/- 180 meters Scaled)
 PR1099
 PR1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ694545(NAD 83)
 PR1099
 PR1099                          SUPERSEDED SURVEY CONTROL
 PR1099
 PR1099  NAVD 88 (06/15/91)  583.027  (m)         1912.81   (f) SUPERSEDED  1 2
 PR1099
 PR1099.Superseded values are not recommended for survey control.
 PR1099
 PR1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1099.See file dsdata.pdf to determine how the superseded data were derived.
 PR1099
 PR1099_MARKER: DB = BENCH MARK DISK
 PR1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1099_STAMPING: 29-162.64 1975 1911.89
 PR1099_MARK LOGO: SDDT
 PR1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1099+STABILITY: SURFACE MOTION
 PR1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1099+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1099
 PR1099  HISTORY     - Date     Condition        Report By
 PR1099  HISTORY     - 1975     MONUMENTED       SDDT
 PR1099  HISTORY     - 19900703 GOOD             NGS
 PR1099
 PR1099                          STATION DESCRIPTION
 PR1099
 PR1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1099'24.8 KM (15.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1099'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 3.2 KM
 PR1099'(2.0 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164),
 PR1099'1.05 KM (0.65 MI) NORTHWEST OF MILEPOST 162, 49.3 M (161.7 FT)
 PR1099'SOUTHEAST OF A T-FENCE CORNER, 29.4 M (96.5 FT) NORTHEAST OF AND LEVEL
 PR1099'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.25 M
 PR1099'(0.82 FT) SOUTHWEST OF THE MOST NORTHWESTERLY OF 2 FENCE BRACE POSTS
 PR1099'AND A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR1099'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1100 ***********************************************************************
 PR1100  DESIGNATION -  I29 163.24
 PR1100  PID         -  PR1100
 PR1100  STATE/COUNTY-  SD/DEUEL
 PR1100  COUNTRY     -  US
 PR1100  USGS QUAD   -  ESTELLINE NE (2017)
 PR1100
 PR1100                         *CURRENT SURVEY CONTROL
 PR1100  ______________________________________________________________________
 PR1100* NAD 83(1986) POSITION- 44 43 56.     (N) 096 51 55.     (W)   SCALED
 PR1100* NAVD 88 ORTHO HEIGHT -   585.466 (meters)     1920.82  (feet) ADJUSTED
 PR1100  ______________________________________________________________________
 PR1100  GEOID HEIGHT    -        -25.044 (meters)                     GEOID18
 PR1100  DYNAMIC HEIGHT  -        585.375 (meters)     1920.52  (feet) COMP
 PR1100  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 PR1100
 PR1100  VERT ORDER      -  FIRST     CLASS II
 PR1100
 PR1100.The horizontal coordinates were scaled from a map and have
 PR1100.an estimated accuracy of +/- 6 seconds.
 PR1100
 PR1100.The orthometric height was determined by differential leveling and
 PR1100.adjusted by the NATIONAL GEODETIC SURVEY
 PR1100.in October 1997.
 PR1100
 PR1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1100.GEOID18 height accuracy estimate available here.
 PR1100
 PR1100.Click photographs - Photos may exist for this station.
 PR1100
 PR1100.The dynamic height is computed by dividing the NAVD 88
 PR1100.geopotential number by the normal gravity value computed on the
 PR1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1100.degrees latitude (g = 980.6199 gals.).
 PR1100
 PR1100.The modeled gravity was interpolated from observed gravity values.
 PR1100
 PR1100;                    North         East    Units  Estimated Accuracy
 PR1100;SPC SD N     -   104,690.      848,240.      MT  (+/- 180 meters Scaled)
 PR1100
 PR1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ690554(NAD 83)
 PR1100
 PR1100                          SUPERSEDED SURVEY CONTROL
 PR1100
 PR1100  NAVD 88 (06/15/91)  585.472  (m)         1920.84   (f) SUPERSEDED  1 2
 PR1100
 PR1100.Superseded values are not recommended for survey control.
 PR1100
 PR1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1100.See file dsdata.pdf to determine how the superseded data were derived.
 PR1100
 PR1100_MARKER: DB = BENCH MARK DISK
 PR1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1100_STAMPING: 29-163.24 1975 1919.89
 PR1100_MARK LOGO: SDDT
 PR1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1100+STABILITY: SURFACE MOTION
 PR1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1100+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1100
 PR1100  HISTORY     - Date     Condition        Report By
 PR1100  HISTORY     - 1975     MONUMENTED       SDDT
 PR1100  HISTORY     - 19900703 GOOD             NGS
 PR1100
 PR1100                          STATION DESCRIPTION
 PR1100
 PR1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1100'23.8 KM (14.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1100'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 2.2 KM
 PR1100'(1.4 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164),
 PR1100'0.4 KM (0.2 MI) NORTHWEST OF MILEPOST 163, AT A POWER LINE CROSSING,
 PR1100'28.8 M (94.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 PR1100'OF THE HIGHWAY, 10.5 M (34.4 FT) WEST-NORTHWEST OF THE MOST SOUTHERLY
 PR1100'OF 2 UTILITY POLES, 5.4 M (17.7 FT) EAST OF THE NORTHEAST LEG OF A
 PR1100'HIGHWAY INFORMATION SIGN, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST
 PR1100'AND THE CENTER 1 OF 3 FENCE BRACE POSTS, AND 0.3 M (1.0 FT) BELOW THE
 PR1100'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR1100'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1101 ***********************************************************************
 PR1101  DESIGNATION -  I29 163.89
 PR1101  PID         -  PR1101
 PR1101  STATE/COUNTY-  SD/DEUEL
 PR1101  COUNTRY     -  US
 PR1101  USGS QUAD   -  ESTELLINE NE (2017)
 PR1101
 PR1101                         *CURRENT SURVEY CONTROL
 PR1101  ______________________________________________________________________
 PR1101* NAD 83(1986) POSITION- 44 44 21.     (N) 096 52 27.     (W)   SCALED
 PR1101* NAVD 88 ORTHO HEIGHT -   578.330 (meters)     1897.40  (feet) ADJUSTED
 PR1101  ______________________________________________________________________
 PR1101  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 PR1101  DYNAMIC HEIGHT  -        578.240 (meters)     1897.11  (feet) COMP
 PR1101  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 PR1101
 PR1101  VERT ORDER      -  FIRST     CLASS II
 PR1101
 PR1101.The horizontal coordinates were scaled from a map and have
 PR1101.an estimated accuracy of +/- 6 seconds.
 PR1101
 PR1101.The orthometric height was determined by differential leveling and
 PR1101.adjusted by the NATIONAL GEODETIC SURVEY
 PR1101.in October 1997.
 PR1101
 PR1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1101.GEOID18 height accuracy estimate available here.
 PR1101
 PR1101.Click photographs - Photos may exist for this station.
 PR1101
 PR1101.The dynamic height is computed by dividing the NAVD 88
 PR1101.geopotential number by the normal gravity value computed on the
 PR1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1101.degrees latitude (g = 980.6199 gals.).
 PR1101
 PR1101.The modeled gravity was interpolated from observed gravity values.
 PR1101
 PR1101;                    North         East    Units  Estimated Accuracy
 PR1101;SPC SD N     -   105,440.      847,510.      MT  (+/- 180 meters Scaled)
 PR1101
 PR1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ683561(NAD 83)
 PR1101
 PR1101                          SUPERSEDED SURVEY CONTROL
 PR1101
 PR1101  NAVD 88 (06/15/91)  578.336  (m)         1897.42   (f) SUPERSEDED  1 2
 PR1101
 PR1101.Superseded values are not recommended for survey control.
 PR1101
 PR1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1101.See file dsdata.pdf to determine how the superseded data were derived.
 PR1101
 PR1101_MARKER: DB = BENCH MARK DISK
 PR1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1101_STAMPING: 29-163.89 1975 1890.49
 PR1101_MARK LOGO: SDDT
 PR1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1101+STABILITY: SURFACE MOTION
 PR1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1101+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1101
 PR1101  HISTORY     - Date     Condition        Report By
 PR1101  HISTORY     - 1975     MONUMENTED       SDDT
 PR1101  HISTORY     - 19900703 GOOD             NGS
 PR1101
 PR1101                          STATION DESCRIPTION
 PR1101
 PR1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1101'22.8 KM (14.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1101'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.45 KM
 PR1101'(0.90 MI) NORTHWEST OF MILEPOST 163, 1.15 KM (0.71 MI) SOUTHEAST OF
 PR1101'THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164), 29.2 M (95.8 FT)
 PR1101'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 PR1101'THE HIGHWAY, 2.4 M (7.9 FT) NORTHWEST OF THE MOST SOUTHEASTERLY OF 3
 PR1101'FENCE BRACE POSTS, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND A
 PR1101'Y-FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1117 ***********************************************************************
 PR1117  DESIGNATION -  I29 164.59
 PR1117  PID         -  PR1117
 PR1117  STATE/COUNTY-  SD/DEUEL
 PR1117  COUNTRY     -  US
 PR1117  USGS QUAD   -  DEMPSTER (2017)
 PR1117
 PR1117                         *CURRENT SURVEY CONTROL
 PR1117  ______________________________________________________________________
 PR1117* NAD 83(1986) POSITION- 44 44 48.     (N) 096 53 06.     (W)   SCALED
 PR1117* NAVD 88 ORTHO HEIGHT -   577.276 (meters)     1893.95  (feet) ADJUSTED
 PR1117  ______________________________________________________________________
 PR1117  GEOID HEIGHT    -        -25.053 (meters)                     GEOID18
 PR1117  DYNAMIC HEIGHT  -        577.186 (meters)     1893.65  (feet) COMP
 PR1117  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 PR1117
 PR1117  VERT ORDER      -  FIRST     CLASS II
 PR1117
 PR1117.The horizontal coordinates were scaled from a map and have
 PR1117.an estimated accuracy of +/- 6 seconds.
 PR1117
 PR1117.The orthometric height was determined by differential leveling and
 PR1117.adjusted by the NATIONAL GEODETIC SURVEY
 PR1117.in October 1997.
 PR1117
 PR1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1117.GEOID18 height accuracy estimate available here.
 PR1117
 PR1117.Click photographs - Photos may exist for this station.
 PR1117
 PR1117.The dynamic height is computed by dividing the NAVD 88
 PR1117.geopotential number by the normal gravity value computed on the
 PR1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1117.degrees latitude (g = 980.6199 gals.).
 PR1117
 PR1117.The modeled gravity was interpolated from observed gravity values.
 PR1117
 PR1117;                    North         East    Units  Estimated Accuracy
 PR1117;SPC SD N     -   106,240.      846,620.      MT  (+/- 180 meters Scaled)
 PR1117
 PR1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ674569(NAD 83)
 PR1117
 PR1117                          SUPERSEDED SURVEY CONTROL
 PR1117
 PR1117  NAVD 88 (06/15/91)  577.281  (m)         1893.96   (f) SUPERSEDED  1 2
 PR1117
 PR1117.Superseded values are not recommended for survey control.
 PR1117
 PR1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1117.See file dsdata.pdf to determine how the superseded data were derived.
 PR1117
 PR1117_MARKER: DB = BENCH MARK DISK
 PR1117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1117_SP_SET: ABUTMENT
 PR1117_STAMPING: 29-164.59 1975 1893.03
 PR1117_MARK LOGO: SDDT
 PR1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1117+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1117
 PR1117  HISTORY     - Date     Condition        Report By
 PR1117  HISTORY     - 1975     MONUMENTED       SDDT
 PR1117  HISTORY     - 19900703 GOOD             NGS
 PR1117
 PR1117                          STATION DESCRIPTION
 PR1117
 PR1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1117'21.6 KM (13.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1117'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1117'1.1 M (3.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 PR1117'ABUTMENT OF THE NORTHBOUND HIGHWAY OVERPASS OF STATE HIGHWAY 22 (EXIT
 PR1117'164), 5.0 M (16.4 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 PR1117'LANES OF THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 PR1117'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1102 ***********************************************************************
 PR1102  DESIGNATION -  I29 165.01
 PR1102  PID         -  PR1102
 PR1102  STATE/COUNTY-  SD/HAMLIN
 PR1102  COUNTRY     -  US
 PR1102  USGS QUAD   -  KRANZBURG SW (2017)
 PR1102
 PR1102                         *CURRENT SURVEY CONTROL
 PR1102  ______________________________________________________________________
 PR1102* NAD 83(1986) POSITION- 44 45 03.     (N) 096 53 23.     (W)   SCALED
 PR1102* NAVD 88 ORTHO HEIGHT -   570.465 (meters)     1871.60  (feet) ADJUSTED
 PR1102  ______________________________________________________________________
 PR1102  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 PR1102  DYNAMIC HEIGHT  -        570.376 (meters)     1871.31  (feet) COMP
 PR1102  MODELED GRAVITY -    980,443.0   (mgal)                       NAVD 88
 PR1102
 PR1102  VERT ORDER      -  FIRST     CLASS II
 PR1102
 PR1102.The horizontal coordinates were scaled from a map and have
 PR1102.an estimated accuracy of +/- 6 seconds.
 PR1102
 PR1102.The orthometric height was determined by differential leveling and
 PR1102.adjusted by the NATIONAL GEODETIC SURVEY
 PR1102.in October 1997.
 PR1102
 PR1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1102.GEOID18 height accuracy estimate available here.
 PR1102
 PR1102.Click photographs - Photos may exist for this station.
 PR1102
 PR1102.The dynamic height is computed by dividing the NAVD 88
 PR1102.geopotential number by the normal gravity value computed on the
 PR1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1102.degrees latitude (g = 980.6199 gals.).
 PR1102
 PR1102.The modeled gravity was interpolated from observed gravity values.
 PR1102
 PR1102;                    North         East    Units  Estimated Accuracy
 PR1102;SPC SD N     -   106,690.      846,220.      MT  (+/- 180 meters Scaled)
 PR1102
 PR1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ670574(NAD 83)
 PR1102
 PR1102                          SUPERSEDED SURVEY CONTROL
 PR1102
 PR1102  NAVD 88 (06/15/91)  570.471  (m)         1871.62   (f) SUPERSEDED  1 2
 PR1102
 PR1102.Superseded values are not recommended for survey control.
 PR1102
 PR1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1102.See file dsdata.pdf to determine how the superseded data were derived.
 PR1102
 PR1102_MARKER: Z = SEE DESCRIPTION
 PR1102_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1102_STAMPING: 29-165.01
 PR1102_MARK LOGO: NGS
 PR1102_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1102_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1102+STABILITY: POSITION/ELEVATION WELL
 PR1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1102+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1102_ROD/PIPE-DEPTH: 6.4 meters
 PR1102_SLEEVE-DEPTH  : 2.0 meters
 PR1102
 PR1102  HISTORY     - Date     Condition        Report By
 PR1102  HISTORY     - UNK      MONUMENTED       SDDT
 PR1102  HISTORY     - 19900703 GOOD             NGS
 PR1102
 PR1102                          STATION DESCRIPTION
 PR1102
 PR1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1102'20.9 KM (13.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1102'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.65 KM
 PR1102'(0.40 MI) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT
 PR1102'164), 34.6 M (113.5 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 6
 PR1102'FENCE BRACE POSTS, 32.5 M (106.6 FT) NORTHEAST OF THE CENTERLINE OF
 PR1102'THE NORTHBOUND LANES OF THE HIGHWAY, 24.6 M (80.7 FT) NORTH OF
 PR1102'MILEPOST 165, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5
 PR1102'M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1102'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1102'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1102'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1103 ***********************************************************************
 PR1103  DESIGNATION -  I29 165.51
 PR1103  PID         -  PR1103
 PR1103  STATE/COUNTY-  SD/HAMLIN
 PR1103  COUNTRY     -  US
 PR1103  USGS QUAD   -  KRANZBURG SW (2017)
 PR1103
 PR1103                         *CURRENT SURVEY CONTROL
 PR1103  ______________________________________________________________________
 PR1103* NAD 83(1986) POSITION- 44 45 22.     (N) 096 53 45.     (W)   SCALED
 PR1103* NAVD 88 ORTHO HEIGHT -   559.027 (meters)     1834.07  (feet) ADJUSTED
 PR1103  ______________________________________________________________________
 PR1103  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 PR1103  DYNAMIC HEIGHT  -        558.940 (meters)     1833.79  (feet) COMP
 PR1103  MODELED GRAVITY -    980,443.0   (mgal)                       NAVD 88
 PR1103
 PR1103  VERT ORDER      -  FIRST     CLASS II
 PR1103
 PR1103.The horizontal coordinates were scaled from a map and have
 PR1103.an estimated accuracy of +/- 6 seconds.
 PR1103
 PR1103.The orthometric height was determined by differential leveling and
 PR1103.adjusted by the NATIONAL GEODETIC SURVEY
 PR1103.in October 1997.
 PR1103
 PR1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1103.GEOID18 height accuracy estimate available here.
 PR1103
 PR1103.Click photographs - Photos may exist for this station.
 PR1103
 PR1103.The dynamic height is computed by dividing the NAVD 88
 PR1103.geopotential number by the normal gravity value computed on the
 PR1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1103.degrees latitude (g = 980.6199 gals.).
 PR1103
 PR1103.The modeled gravity was interpolated from observed gravity values.
 PR1103
 PR1103;                    North         East    Units  Estimated Accuracy
 PR1103;SPC SD N     -   107,250.      845,720.      MT  (+/- 180 meters Scaled)
 PR1103
 PR1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ665580(NAD 83)
 PR1103
 PR1103                          SUPERSEDED SURVEY CONTROL
 PR1103
 PR1103  NAVD 88 (06/15/91)  559.033  (m)         1834.09   (f) SUPERSEDED  1 2
 PR1103
 PR1103.Superseded values are not recommended for survey control.
 PR1103
 PR1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1103.See file dsdata.pdf to determine how the superseded data were derived.
 PR1103
 PR1103_MARKER: DB = BENCH MARK DISK
 PR1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1103_STAMPING: 29-165.51 1975 1833-17
 PR1103_MARK LOGO: SDDT
 PR1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1103+STABILITY: SURFACE MOTION
 PR1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1103+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1103
 PR1103  HISTORY     - Date     Condition        Report By
 PR1103  HISTORY     - 1975     MONUMENTED       SDDT
 PR1103  HISTORY     - 19900703 GOOD             NGS
 PR1103
 PR1103                          STATION DESCRIPTION
 PR1103
 PR1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1103'20.3 KM (12.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1103'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.45 KM
 PR1103'(0.90 MI) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT
 PR1103'164), 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 165, 43.9 M (144.0 FT)
 PR1103'SOUTHEAST OF A Y-FENCE CORNER, 29.1 M (95.5 FT) NORTHEAST OF AND LEVEL
 PR1103'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.0 M
 PR1103'(16.4 FT) NORTHWEST OF THE MOST SOUTHEASTERLY OF 6 FENCE BRACE POSTS,
 PR1103'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 PR1103'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1104 ***********************************************************************
 PR1104  DESIGNATION -  I29 166.08
 PR1104  PID         -  PR1104
 PR1104  STATE/COUNTY-  SD/HAMLIN
 PR1104  COUNTRY     -  US
 PR1104  USGS QUAD   -  KRANZBURG SW (2017)
 PR1104
 PR1104                         *CURRENT SURVEY CONTROL
 PR1104  ______________________________________________________________________
 PR1104* NAD 83(1986) POSITION- 44 45 43.     (N) 096 54 20.     (W)   SCALED
 PR1104* NAVD 88 ORTHO HEIGHT -   560.712 (meters)     1839.60  (feet) ADJUSTED
 PR1104  ______________________________________________________________________
 PR1104  GEOID HEIGHT    -        -25.064 (meters)                     GEOID18
 PR1104  DYNAMIC HEIGHT  -        560.625 (meters)     1839.32  (feet) COMP
 PR1104  MODELED GRAVITY -    980,443.2   (mgal)                       NAVD 88
 PR1104
 PR1104  VERT ORDER      -  FIRST     CLASS II
 PR1104
 PR1104.The horizontal coordinates were scaled from a map and have
 PR1104.an estimated accuracy of +/- 6 seconds.
 PR1104
 PR1104.The orthometric height was determined by differential leveling and
 PR1104.adjusted by the NATIONAL GEODETIC SURVEY
 PR1104.in October 1997.
 PR1104
 PR1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1104.GEOID18 height accuracy estimate available here.
 PR1104
 PR1104.Click photographs - Photos may exist for this station.
 PR1104
 PR1104.The dynamic height is computed by dividing the NAVD 88
 PR1104.geopotential number by the normal gravity value computed on the
 PR1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1104.degrees latitude (g = 980.6199 gals.).
 PR1104
 PR1104.The modeled gravity was interpolated from observed gravity values.
 PR1104
 PR1104;                    North         East    Units  Estimated Accuracy
 PR1104;SPC SD N     -   107,870.      844,920.      MT  (+/- 180 meters Scaled)
 PR1104
 PR1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ657586(NAD 83)
 PR1104
 PR1104                          SUPERSEDED SURVEY CONTROL
 PR1104
 PR1104  NAVD 88 (06/15/91)  560.717  (m)         1839.62   (f) SUPERSEDED  1 2
 PR1104
 PR1104.Superseded values are not recommended for survey control.
 PR1104
 PR1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1104.See file dsdata.pdf to determine how the superseded data were derived.
 PR1104
 PR1104_MARKER: DB = BENCH MARK DISK
 PR1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1104_STAMPING: 29-166.08 1975 1838.64
 PR1104_MARK LOGO: SDDT
 PR1104_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1104+STABILITY: SURFACE MOTION
 PR1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1104+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1104
 PR1104  HISTORY     - Date     Condition        Report By
 PR1104  HISTORY     - 1975     MONUMENTED       SDDT
 PR1104  HISTORY     - 19900703 GOOD             NGS
 PR1104
 PR1104                          STATION DESCRIPTION
 PR1104
 PR1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1104'19.2 KM (11.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1104'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 2.4 KM
 PR1104'(1.5 MI) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164)
 PR1104', 0.15 KM (0.09 MI) NORTHWEST OF MILEPOST 166, 29.3 M (96.1 FT)
 PR1104'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1104'23.1 M (75.8 FT) NORTHWEST OF A Y-FENCE CORNER, 0.6 M (2.0 FT) BELOW
 PR1104'THE LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT) SOUTHWEST OF A WITNESS
 PR1104'POST AND FENCE, AND THE MONUMENT IS 0.04 M (0.13 FT) BELOW THE GROUND
 PR1104'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1105 ***********************************************************************
 PR1105  DESIGNATION -  I29 166.77
 PR1105  PID         -  PR1105
 PR1105  STATE/COUNTY-  SD/HAMLIN
 PR1105  COUNTRY     -  US
 PR1105  USGS QUAD   -  KRANZBURG SW (2017)
 PR1105
 PR1105                         *CURRENT SURVEY CONTROL
 PR1105  ______________________________________________________________________
 PR1105* NAD 83(1986) POSITION- 44 46 07.     (N) 096 54 55.     (W)   SCALED
 PR1105* NAVD 88 ORTHO HEIGHT -   566.070 (meters)     1857.18  (feet) ADJUSTED
 PR1105  ______________________________________________________________________
 PR1105  GEOID HEIGHT    -        -25.067 (meters)                     GEOID18
 PR1105  DYNAMIC HEIGHT  -        565.982 (meters)     1856.89  (feet) COMP
 PR1105  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 PR1105
 PR1105  VERT ORDER      -  FIRST     CLASS II
 PR1105
 PR1105.The horizontal coordinates were scaled from a map and have
 PR1105.an estimated accuracy of +/- 6 seconds.
 PR1105
 PR1105.The orthometric height was determined by differential leveling and
 PR1105.adjusted by the NATIONAL GEODETIC SURVEY
 PR1105.in October 1997.
 PR1105
 PR1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1105.GEOID18 height accuracy estimate available here.
 PR1105
 PR1105.Click photographs - Photos may exist for this station.
 PR1105
 PR1105.The dynamic height is computed by dividing the NAVD 88
 PR1105.geopotential number by the normal gravity value computed on the
 PR1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1105.degrees latitude (g = 980.6199 gals.).
 PR1105
 PR1105.The modeled gravity was interpolated from observed gravity values.
 PR1105
 PR1105;                    North         East    Units  Estimated Accuracy
 PR1105;SPC SD N     -   108,580.      844,130.      MT  (+/- 180 meters Scaled)
 PR1105
 PR1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ649593(NAD 83)
 PR1105
 PR1105                          SUPERSEDED SURVEY CONTROL
 PR1105
 PR1105  NAVD 88 (06/15/91)  566.075  (m)         1857.20   (f) SUPERSEDED  1 2
 PR1105
 PR1105.Superseded values are not recommended for survey control.
 PR1105
 PR1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1105.See file dsdata.pdf to determine how the superseded data were derived.
 PR1105
 PR1105_MARKER: DB = BENCH MARK DISK
 PR1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1105_STAMPING: 29-166.77 1975 1856.21
 PR1105_MARK LOGO: SDDT
 PR1105_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1105+STABILITY: SURFACE MOTION
 PR1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1105+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1105
 PR1105  HISTORY     - Date     Condition        Report By
 PR1105  HISTORY     - 1975     MONUMENTED       SDDT
 PR1105  HISTORY     - 19900703 GOOD             NGS
 PR1105
 PR1105                          STATION DESCRIPTION
 PR1105
 PR1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1105'18.1 KM (11.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1105'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 3.5 KM
 PR1105'(2.2 MI) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164)
 PR1105', 1.25 KM (0.78 MI) NORTHWEST OF MILEPOST 166, 29.5 M (96.8 FT)
 PR1105'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 PR1105'THE HIGHWAY, 2.81 M (9.22 FT) NORTHWEST OF A Y-FENCE CORNER, 0.25 M
 PR1105'(0.82 FT) SOUTHWEST OF THE MOST NORTHWESTERLY OF 3 FENCE BRACE POSTS,
 PR1105'0.25 M (0.82 FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 PR1105'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1106 ***********************************************************************
 PR1106  DESIGNATION -  I29 167.63
 PR1106  PID         -  PR1106
 PR1106  STATE/COUNTY-  SD/HAMLIN
 PR1106  COUNTRY     -  US
 PR1106  USGS QUAD   -  KRANZBURG SW (2017)
 PR1106
 PR1106                         *CURRENT SURVEY CONTROL
 PR1106  ______________________________________________________________________
 PR1106* NAD 83(1986) POSITION- 44 46 53.     (N) 096 55 37.     (W)   SCALED
 PR1106* NAVD 88 ORTHO HEIGHT -   551.485 (meters)     1809.33  (feet) ADJUSTED
 PR1106  ______________________________________________________________________
 PR1106  GEOID HEIGHT    -        -25.077 (meters)                     GEOID18
 PR1106  DYNAMIC HEIGHT  -        551.399 (meters)     1809.05  (feet) COMP
 PR1106  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 PR1106
 PR1106  VERT ORDER      -  FIRST     CLASS II
 PR1106
 PR1106.The horizontal coordinates were scaled from a map and have
 PR1106.an estimated accuracy of +/- 6 seconds.
 PR1106
 PR1106.The orthometric height was determined by differential leveling and
 PR1106.adjusted by the NATIONAL GEODETIC SURVEY
 PR1106.in October 1997.
 PR1106
 PR1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1106.GEOID18 height accuracy estimate available here.
 PR1106
 PR1106.Click photographs - Photos may exist for this station.
 PR1106
 PR1106.The dynamic height is computed by dividing the NAVD 88
 PR1106.geopotential number by the normal gravity value computed on the
 PR1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1106.degrees latitude (g = 980.6199 gals.).
 PR1106
 PR1106.The modeled gravity was interpolated from observed gravity values.
 PR1106
 PR1106;                    North         East    Units  Estimated Accuracy
 PR1106;SPC SD N     -   109,970.      843,150.      MT  (+/- 180 meters Scaled)
 PR1106
 PR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ640607(NAD 83)
 PR1106
 PR1106                          SUPERSEDED SURVEY CONTROL
 PR1106
 PR1106  NAVD 88 (06/15/91)  551.490  (m)         1809.35   (f) SUPERSEDED  1 2
 PR1106
 PR1106.Superseded values are not recommended for survey control.
 PR1106
 PR1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1106.See file dsdata.pdf to determine how the superseded data were derived.
 PR1106
 PR1106_MARKER: Z = SEE DESCRIPTION
 PR1106_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1106_STAMPING: 29-167.63
 PR1106_MARK LOGO: NGS
 PR1106_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1106_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1106+STABILITY: POSITION/ELEVATION WELL
 PR1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1106+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1106_ROD/PIPE-DEPTH: 6.4 meters
 PR1106_SLEEVE-DEPTH  : 2.0 meters
 PR1106
 PR1106  HISTORY     - Date     Condition        Report By
 PR1106  HISTORY     - UNK      MONUMENTED       SDDT
 PR1106  HISTORY     - 19900703 GOOD             NGS
 PR1106
 PR1106                          STATION DESCRIPTION
 PR1106
 PR1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1106'16.7 KM (10.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1106'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 4.9 KM
 PR1106'(3.0 MI) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164)
 PR1106', 1.0 KM (0.6 MI) NORTHWEST OF MILEPOST 167, 0.25 KM (0.16 MI)
 PR1106'NORTHWEST OF A HIGHWAY OVERPASS, 29.2 M (95.8 FT) NORTHEAST OF AND
 PR1106'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1106'27.5 M (90.2 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 2 FENCE BRACE
 PR1106'POSTS, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 PR1106'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1106'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE. ACCESS TO THE
 PR1106'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1106'PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1107 ***********************************************************************
 PR1107  DESIGNATION -  I29 168.02
 PR1107  PID         -  PR1107
 PR1107  STATE/COUNTY-  SD/HAMLIN
 PR1107  COUNTRY     -  US
 PR1107  USGS QUAD   -  KRANZBURG SW (2017)
 PR1107
 PR1107                         *CURRENT SURVEY CONTROL
 PR1107  ______________________________________________________________________
 PR1107* NAD 83(1986) POSITION- 44 46 54.     (N) 096 55 59.     (W)   SCALED
 PR1107* NAVD 88 ORTHO HEIGHT -   547.921 (meters)     1797.64  (feet) ADJUSTED
 PR1107  ______________________________________________________________________
 PR1107  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 PR1107  DYNAMIC HEIGHT  -        547.836 (meters)     1797.36  (feet) COMP
 PR1107  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 PR1107
 PR1107  VERT ORDER      -  FIRST     CLASS II
 PR1107
 PR1107.The horizontal coordinates were scaled from a map and have
 PR1107.an estimated accuracy of +/- 6 seconds.
 PR1107
 PR1107.The orthometric height was determined by differential leveling and
 PR1107.adjusted by the NATIONAL GEODETIC SURVEY
 PR1107.in October 1997.
 PR1107
 PR1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1107.GEOID18 height accuracy estimate available here.
 PR1107
 PR1107.Click photographs - Photos may exist for this station.
 PR1107
 PR1107.The dynamic height is computed by dividing the NAVD 88
 PR1107.geopotential number by the normal gravity value computed on the
 PR1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1107.degrees latitude (g = 980.6199 gals.).
 PR1107
 PR1107.The modeled gravity was interpolated from observed gravity values.
 PR1107
 PR1107;                    North         East    Units  Estimated Accuracy
 PR1107;SPC SD N     -   109,980.      842,670.      MT  (+/- 180 meters Scaled)
 PR1107
 PR1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ635607(NAD 83)
 PR1107
 PR1107                          SUPERSEDED SURVEY CONTROL
 PR1107
 PR1107  NAVD 88 (06/15/91)  547.926  (m)         1797.65   (f) SUPERSEDED  1 2
 PR1107
 PR1107.Superseded values are not recommended for survey control.
 PR1107
 PR1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1107.See file dsdata.pdf to determine how the superseded data were derived.
 PR1107
 PR1107_MARKER: DB = BENCH MARK DISK
 PR1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1107_STAMPING: 29-168.02 1975 1796.70
 PR1107_MARK LOGO: SDDT
 PR1107_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1107+STABILITY: SURFACE MOTION
 PR1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1107+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1107
 PR1107  HISTORY     - Date     Condition        Report By
 PR1107  HISTORY     - 1975     MONUMENTED       SDDT
 PR1107  HISTORY     - 19900703 GOOD             NGS
 PR1107
 PR1107                          STATION DESCRIPTION
 PR1107
 PR1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1107'16.1 KM (10.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1107'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 5.5 KM
 PR1107'(3.4 MI) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 164)
 PR1107', 35.6 M (116.8 FT) NORTH OF MILEPOST 168, 32.0 M (105.0 FT)
 PR1107'EAST-NORTHEAST OF THE NORTHEAST END OF A 36-INCH PIPE CULVERT, 29.6 M
 PR1107'(97.1 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 PR1107'NORTHBOUND LANES OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHWEST OF A
 PR1107'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1108 ***********************************************************************
 PR1108  DESIGNATION -  I29 168.60
 PR1108  PID         -  PR1108
 PR1108  STATE/COUNTY-  SD/HAMLIN
 PR1108  COUNTRY     -  US
 PR1108  USGS QUAD   -  KRANZBURG SW (2017)
 PR1108
 PR1108                         *CURRENT SURVEY CONTROL
 PR1108  ______________________________________________________________________
 PR1108* NAD 83(1986) POSITION- 44 47 15.     (N) 096 56 31.     (W)   SCALED
 PR1108* NAVD 88 ORTHO HEIGHT -   550.958 (meters)     1807.60  (feet) ADJUSTED
 PR1108  ______________________________________________________________________
 PR1108  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 PR1108  DYNAMIC HEIGHT  -        550.872 (meters)     1807.32  (feet) COMP
 PR1108  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 PR1108
 PR1108  VERT ORDER      -  FIRST     CLASS II
 PR1108
 PR1108.The horizontal coordinates were scaled from a map and have
 PR1108.an estimated accuracy of +/- 6 seconds.
 PR1108
 PR1108.The orthometric height was determined by differential leveling and
 PR1108.adjusted by the NATIONAL GEODETIC SURVEY
 PR1108.in October 1997.
 PR1108
 PR1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1108.GEOID18 height accuracy estimate available here.
 PR1108
 PR1108.Click photographs - Photos may exist for this station.
 PR1108
 PR1108.The dynamic height is computed by dividing the NAVD 88
 PR1108.geopotential number by the normal gravity value computed on the
 PR1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1108.degrees latitude (g = 980.6199 gals.).
 PR1108
 PR1108.The modeled gravity was interpolated from observed gravity values.
 PR1108
 PR1108;                    North         East    Units  Estimated Accuracy
 PR1108;SPC SD N     -   110,600.      841,940.      MT  (+/- 180 meters Scaled)
 PR1108
 PR1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ628614(NAD 83)
 PR1108
 PR1108                          SUPERSEDED SURVEY CONTROL
 PR1108
 PR1108  NAVD 88 (06/15/91)  550.962  (m)         1807.61   (f) SUPERSEDED  1 2
 PR1108
 PR1108.Superseded values are not recommended for survey control.
 PR1108
 PR1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1108.See file dsdata.pdf to determine how the superseded data were derived.
 PR1108
 PR1108_MARKER: DB = BENCH MARK DISK
 PR1108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1108_SP_SET: ABUTMENT
 PR1108_STAMPING: 29-168.60 1975 1806.66
 PR1108_MARK LOGO: SDDT
 PR1108_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1108+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1108
 PR1108  HISTORY     - Date     Condition        Report By
 PR1108  HISTORY     - 1975     MONUMENTED       SDDT
 PR1108  HISTORY     - 19900703 GOOD             NGS
 PR1108
 PR1108                          STATION DESCRIPTION
 PR1108
 PR1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1108'15.1 KM (9.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1108'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1108'2.4 M (7.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTH CONCRETE
 PR1108'ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING STRAY HORSE CREEK,
 PR1108'5.5 M (18.0 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 PR1108'OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1109 ***********************************************************************
 PR1109  DESIGNATION -  I29 168.78
 PR1109  PID         -  PR1109
 PR1109  STATE/COUNTY-  SD/HAMLIN
 PR1109  COUNTRY     -  US
 PR1109  USGS QUAD   -  KRANZBURG SW (2017)
 PR1109
 PR1109                         *CURRENT SURVEY CONTROL
 PR1109  ______________________________________________________________________
 PR1109* NAD 83(1986) POSITION- 44 47 22.     (N) 096 56 39.     (W)   SCALED
 PR1109* NAVD 88 ORTHO HEIGHT -   553.121 (meters)     1814.70  (feet) ADJUSTED
 PR1109  ______________________________________________________________________
 PR1109  GEOID HEIGHT    -        -25.079 (meters)                     GEOID18
 PR1109  DYNAMIC HEIGHT  -        553.035 (meters)     1814.42  (feet) COMP
 PR1109  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 PR1109
 PR1109  VERT ORDER      -  FIRST     CLASS II
 PR1109
 PR1109.The horizontal coordinates were scaled from a map and have
 PR1109.an estimated accuracy of +/- 6 seconds.
 PR1109
 PR1109.The orthometric height was determined by differential leveling and
 PR1109.adjusted by the NATIONAL GEODETIC SURVEY
 PR1109.in October 1997.
 PR1109
 PR1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1109.GEOID18 height accuracy estimate available here.
 PR1109
 PR1109.Click photographs - Photos may exist for this station.
 PR1109
 PR1109.The dynamic height is computed by dividing the NAVD 88
 PR1109.geopotential number by the normal gravity value computed on the
 PR1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1109.degrees latitude (g = 980.6199 gals.).
 PR1109
 PR1109.The modeled gravity was interpolated from observed gravity values.
 PR1109
 PR1109;                    North         East    Units  Estimated Accuracy
 PR1109;SPC SD N     -   110,810.      841,750.      MT  (+/- 180 meters Scaled)
 PR1109
 PR1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ626616(NAD 83)
 PR1109
 PR1109                          SUPERSEDED SURVEY CONTROL
 PR1109
 PR1109  NAVD 88 (06/15/91)  553.125  (m)         1814.71   (f) SUPERSEDED  1 2
 PR1109
 PR1109.Superseded values are not recommended for survey control.
 PR1109
 PR1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1109.See file dsdata.pdf to determine how the superseded data were derived.
 PR1109
 PR1109_MARKER: Z = SEE DESCRIPTION
 PR1109_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1109_STAMPING: I29-168.78
 PR1109_MARK LOGO: NGS
 PR1109_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1109_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1109+STABILITY: POSITION/ELEVATION WELL
 PR1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1109+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1109_ROD/PIPE-DEPTH: 6.4 meters
 PR1109_SLEEVE-DEPTH  : 2.0 meters
 PR1109
 PR1109  HISTORY     - Date     Condition        Report By
 PR1109  HISTORY     - UNK      MONUMENTED       SDDT
 PR1109  HISTORY     - 19900703 GOOD             NGS
 PR1109
 PR1109                          STATION DESCRIPTION
 PR1109
 PR1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1109'14.9 KM (9.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1109'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.25 KM
 PR1109'(0.78 MI) NORTHWEST OF MILEPOST 168, 0.3 KM (0.2 MI) NORTHWEST OF A
 PR1109'HIGHWAY BRIDGE SPANNING STRAY HORSE CREEK, 43.0 M (141.1 FT)
 PR1109'SOUTHEAST OF A Y-FENCE CORNER, 31.8 M (104.3 FT) (SLOPE MEASUREMENT)
 PR1109'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1109'4.5 M (14.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 PR1109'SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 PR1109'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 PR1109'A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 PR1109'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1110 ***********************************************************************
 PR1110  DESIGNATION -  I29 169.45
 PR1110  PID         -  PR1110
 PR1110  STATE/COUNTY-  SD/HAMLIN
 PR1110  COUNTRY     -  US
 PR1110  USGS QUAD   -  KRANZBURG SW (2017)
 PR1110
 PR1110                         *CURRENT SURVEY CONTROL
 PR1110  ______________________________________________________________________
 PR1110* NAD 83(1986) POSITION- 44 47 47.     (N) 096 57 14.     (W)   SCALED
 PR1110* NAVD 88 ORTHO HEIGHT -   565.371 (meters)     1854.89  (feet) ADJUSTED
 PR1110  ______________________________________________________________________
 PR1110  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 PR1110  DYNAMIC HEIGHT  -        565.284 (meters)     1854.60  (feet) COMP
 PR1110  MODELED GRAVITY -    980,444.2   (mgal)                       NAVD 88
 PR1110
 PR1110  VERT ORDER      -  FIRST     CLASS II
 PR1110
 PR1110.The horizontal coordinates were scaled from a map and have
 PR1110.an estimated accuracy of +/- 6 seconds.
 PR1110
 PR1110.The orthometric height was determined by differential leveling and
 PR1110.adjusted by the NATIONAL GEODETIC SURVEY
 PR1110.in October 1997.
 PR1110
 PR1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1110.GEOID18 height accuracy estimate available here.
 PR1110
 PR1110.Click photographs - Photos may exist for this station.
 PR1110
 PR1110.The dynamic height is computed by dividing the NAVD 88
 PR1110.geopotential number by the normal gravity value computed on the
 PR1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1110.degrees latitude (g = 980.6199 gals.).
 PR1110
 PR1110.The modeled gravity was interpolated from observed gravity values.
 PR1110
 PR1110;                    North         East    Units  Estimated Accuracy
 PR1110;SPC SD N     -   111,550.      840,960.      MT  (+/- 180 meters Scaled)
 PR1110
 PR1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ618623(NAD 83)
 PR1110
 PR1110                          SUPERSEDED SURVEY CONTROL
 PR1110
 PR1110  NAVD 88 (06/15/91)  565.375  (m)         1854.90   (f) SUPERSEDED  1 2
 PR1110
 PR1110.Superseded values are not recommended for survey control.
 PR1110
 PR1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1110.See file dsdata.pdf to determine how the superseded data were derived.
 PR1110
 PR1110_MARKER: DB = BENCH MARK DISK
 PR1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1110_STAMPING: 29-169.45 1975 1853.94
 PR1110_MARK LOGO: SDDT
 PR1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1110+STABILITY: SURFACE MOTION
 PR1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1110+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1110
 PR1110  HISTORY     - Date     Condition        Report By
 PR1110  HISTORY     - 1975     MONUMENTED       SDDT
 PR1110  HISTORY     - 19900703 GOOD             NGS
 PR1110
 PR1110                          STATION DESCRIPTION
 PR1110
 PR1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1110'13.8 KM (8.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1110'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.4 KM
 PR1110'(0.9 MI) NORTHWEST OF A HIGHWAY BRIDGE SPANNING STRAY HORSE CREEK,
 PR1110'0.7 KM (0.4 MI) NORTHWEST OF MILEPOST 169, 98.5 M (323.2 FT)
 PR1110'SOUTHEAST OF A Y-FENCE CORNER, 29.1 M (95.5 FT) NORTHEAST OF THE
 PR1110'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT)
 PR1110'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 PR1110'POST AND FENCE, AND THE MONUMENT IS 0.04 M (0.13 FT) BELOW THE GROUND
 PR1110'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1111 ***********************************************************************
 PR1111  DESIGNATION -  I29 169.68
 PR1111  PID         -  PR1111
 PR1111  STATE/COUNTY-  SD/HAMLIN
 PR1111  COUNTRY     -  US
 PR1111  USGS QUAD   -  KRANZBURG SW (2017)
 PR1111
 PR1111                         *CURRENT SURVEY CONTROL
 PR1111  ______________________________________________________________________
 PR1111* NAD 83(1986) POSITION- 44 47 56.     (N) 096 57 27.     (W)   SCALED
 PR1111* NAVD 88 ORTHO HEIGHT -   559.058 (meters)     1834.18  (feet) ADJUSTED
 PR1111  ______________________________________________________________________
 PR1111  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 PR1111  DYNAMIC HEIGHT  -        558.971 (meters)     1833.89  (feet) COMP
 PR1111  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 PR1111
 PR1111  VERT ORDER      -  FIRST     CLASS II
 PR1111
 PR1111.The horizontal coordinates were scaled from a map and have
 PR1111.an estimated accuracy of +/- 6 seconds.
 PR1111
 PR1111.The orthometric height was determined by differential leveling and
 PR1111.adjusted by the NATIONAL GEODETIC SURVEY
 PR1111.in October 1997.
 PR1111
 PR1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1111.GEOID18 height accuracy estimate available here.
 PR1111
 PR1111.Click photographs - Photos may exist for this station.
 PR1111
 PR1111.The dynamic height is computed by dividing the NAVD 88
 PR1111.geopotential number by the normal gravity value computed on the
 PR1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1111.degrees latitude (g = 980.6199 gals.).
 PR1111
 PR1111.The modeled gravity was interpolated from observed gravity values.
 PR1111
 PR1111;                    North         East    Units  Estimated Accuracy
 PR1111;SPC SD N     -   111,820.      840,660.      MT  (+/- 180 meters Scaled)
 PR1111
 PR1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ615626(NAD 83)
 PR1111
 PR1111                          SUPERSEDED SURVEY CONTROL
 PR1111
 PR1111  NAVD 88 (06/15/91)  559.062  (m)         1834.19   (f) SUPERSEDED  1 2
 PR1111
 PR1111.Superseded values are not recommended for survey control.
 PR1111
 PR1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1111.See file dsdata.pdf to determine how the superseded data were derived.
 PR1111
 PR1111_MARKER: DB = BENCH MARK DISK
 PR1111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1111_SP_SET: HEADWALL
 PR1111_STAMPING: 29-169.68 1975 1833.25
 PR1111_MARK LOGO: SDDT
 PR1111_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1111+STABILITY: SURFACE MOTION
 PR1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1111+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1111
 PR1111  HISTORY     - Date     Condition        Report By
 PR1111  HISTORY     - 1975     MONUMENTED       SDDT
 PR1111  HISTORY     - 19900703 GOOD             NGS
 PR1111
 PR1111                          STATION DESCRIPTION
 PR1111
 PR1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1111'13.4 KM (8.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1111'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1111'0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 PR1111'CONCRETE HEADWALL OF A BOX CULVERT, 0.9 KM (0.6 MI) NORTHWEST OF
 PR1111'MILEPOST 168, 0.9 KM (0.6 MI) SOUTHEAST OF THE INTERSECTION OF COUNTY
 PR1111'LINE ROAD, 17.5 M (57.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 PR1111'NORTHBOUND LANES OF THE HIGHWAY, 2.5 M (8.2 FT) BELOW THE LEVEL OF
 PR1111'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1112 ***********************************************************************
 PR1112  DESIGNATION -  I29 170.24
 PR1112  PID         -  PR1112
 PR1112  STATE/COUNTY-  SD/HAMLIN
 PR1112  COUNTRY     -  US
 PR1112  USGS QUAD   -  KRANZBURG SW (2017)
 PR1112
 PR1112                         *CURRENT SURVEY CONTROL
 PR1112  ______________________________________________________________________
 PR1112* NAD 83(1986) POSITION- 44 48 16.     (N) 096 57 55.     (W)   SCALED
 PR1112* NAVD 88 ORTHO HEIGHT -   575.667 (meters)     1888.67  (feet) ADJUSTED
 PR1112  ______________________________________________________________________
 PR1112  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 PR1112  DYNAMIC HEIGHT  -        575.578 (meters)     1888.38  (feet) COMP
 PR1112  MODELED GRAVITY -    980,444.5   (mgal)                       NAVD 88
 PR1112
 PR1112  VERT ORDER      -  FIRST     CLASS II
 PR1112
 PR1112.The horizontal coordinates were scaled from a map and have
 PR1112.an estimated accuracy of +/- 6 seconds.
 PR1112
 PR1112.The orthometric height was determined by differential leveling and
 PR1112.adjusted by the NATIONAL GEODETIC SURVEY
 PR1112.in October 1997.
 PR1112
 PR1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1112.GEOID18 height accuracy estimate available here.
 PR1112
 PR1112.Click photographs - Photos may exist for this station.
 PR1112
 PR1112.The dynamic height is computed by dividing the NAVD 88
 PR1112.geopotential number by the normal gravity value computed on the
 PR1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1112.degrees latitude (g = 980.6199 gals.).
 PR1112
 PR1112.The modeled gravity was interpolated from observed gravity values.
 PR1112
 PR1112;                    North         East    Units  Estimated Accuracy
 PR1112;SPC SD N     -   112,410.      840,020.      MT  (+/- 180 meters Scaled)
 PR1112
 PR1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ609632(NAD 83)
 PR1112
 PR1112                          SUPERSEDED SURVEY CONTROL
 PR1112
 PR1112  NAVD 88 (06/15/91)  575.671  (m)         1888.68   (f) SUPERSEDED  1 2
 PR1112
 PR1112.Superseded values are not recommended for survey control.
 PR1112
 PR1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1112.See file dsdata.pdf to determine how the superseded data were derived.
 PR1112
 PR1112_MARKER: DB = BENCH MARK DISK
 PR1112_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1112_SP_SET: ABUTMENT
 PR1112_STAMPING: 29-170.24 1975 1887.73
 PR1112_MARK LOGO: SDDT
 PR1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1112+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1112
 PR1112  HISTORY     - Date     Condition        Report By
 PR1112  HISTORY     - 1975     MONUMENTED       SDDT
 PR1112  HISTORY     - 19900703 GOOD             NGS
 PR1112
 PR1112                          STATION DESCRIPTION
 PR1112
 PR1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1112'12.5 KM (7.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1112'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1112'1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 PR1112'ABUTMENT PARAPET OF THE NORTHBOUND OVERPASS OF COUNTY LINE ROAD, 0.4
 PR1112'KM (0.2 MI) NORTHWEST OF MILEPOST 170, 5.1 M (16.7 FT) SOUTHWEST OF
 PR1112'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M
 PR1112'(3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF
 PR1112'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1113 ***********************************************************************
 PR1113  DESIGNATION -  I29 170.41
 PR1113  PID         -  PR1113
 PR1113  STATE/COUNTY-  SD/CODINGTON
 PR1113  COUNTRY     -  US
 PR1113  USGS QUAD   -  KRANZBURG SW (2017)
 PR1113
 PR1113                         *CURRENT SURVEY CONTROL
 PR1113  ______________________________________________________________________
 PR1113* NAD 83(1986) POSITION- 44 48 22.     (N) 096 58 02.     (W)   SCALED
 PR1113* NAVD 88 ORTHO HEIGHT -   574.479 (meters)     1884.77  (feet) ADJUSTED
 PR1113  ______________________________________________________________________
 PR1113  GEOID HEIGHT    -        -25.082 (meters)                     GEOID18
 PR1113  DYNAMIC HEIGHT  -        574.390 (meters)     1884.48  (feet) COMP
 PR1113  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 PR1113
 PR1113  VERT ORDER      -  FIRST     CLASS II
 PR1113
 PR1113.The horizontal coordinates were scaled from a map and have
 PR1113.an estimated accuracy of +/- 6 seconds.
 PR1113
 PR1113.The orthometric height was determined by differential leveling and
 PR1113.adjusted by the NATIONAL GEODETIC SURVEY
 PR1113.in October 1997.
 PR1113
 PR1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1113.GEOID18 height accuracy estimate available here.
 PR1113
 PR1113.Click photographs - Photos may exist for this station.
 PR1113
 PR1113.The dynamic height is computed by dividing the NAVD 88
 PR1113.geopotential number by the normal gravity value computed on the
 PR1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1113.degrees latitude (g = 980.6199 gals.).
 PR1113
 PR1113.The modeled gravity was interpolated from observed gravity values.
 PR1113
 PR1113;                    North         East    Units  Estimated Accuracy
 PR1113;SPC SD N     -   112,590.      839,860.      MT  (+/- 180 meters Scaled)
 PR1113
 PR1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ607634(NAD 83)
 PR1113
 PR1113                          SUPERSEDED SURVEY CONTROL
 PR1113
 PR1113  NAVD 88 (06/15/91)  574.482  (m)         1884.78   (f) SUPERSEDED  1 2
 PR1113
 PR1113.Superseded values are not recommended for survey control.
 PR1113
 PR1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1113.See file dsdata.pdf to determine how the superseded data were derived.
 PR1113
 PR1113_MARKER: Z = SEE DESCRIPTION
 PR1113_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1113_STAMPING: 29-170.41
 PR1113_MARK LOGO: NGS
 PR1113_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1113_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1113+STABILITY: POSITION/ELEVATION WELL
 PR1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1113+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1113_ROD/PIPE-DEPTH: 6.4 meters
 PR1113_SLEEVE-DEPTH  : 2.0 meters
 PR1113
 PR1113  HISTORY     - Date     Condition        Report By
 PR1113  HISTORY     - UNK      MONUMENTED       SDDT
 PR1113  HISTORY     - 19900703 GOOD             NGS
 PR1113
 PR1113                          STATION DESCRIPTION
 PR1113
 PR1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1113'12.2 KM (7.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1113'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.65 KM
 PR1113'(0.40 MI) NORTHWEST OF MILEPOST 170, 0.25 KM (0.16 MI) NORTHWEST OF
 PR1113'THE INTERSECTION OF COUNTY LINE ROAD, 29.4 M (96.5 FT) NORTHEAST OF
 PR1113'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.0 M
 PR1113'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.35 M (1.15 FT)
 PR1113'SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A
 PR1113'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 PR1113'A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 PR1113'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1114 ***********************************************************************
 PR1114  DESIGNATION -  I29 171.64
 PR1114  PID         -  PR1114
 PR1114  STATE/COUNTY-  SD/CODINGTON
 PR1114  COUNTRY     -  US
 PR1114  USGS QUAD   -  KRANZBURG SW (2017)
 PR1114
 PR1114                         *CURRENT SURVEY CONTROL
 PR1114  ______________________________________________________________________
 PR1114* NAD 83(1986) POSITION- 44 49 07.     (N) 096 59 06.     (W)   SCALED
 PR1114* NAVD 88 ORTHO HEIGHT -   566.482 (meters)     1858.53  (feet) ADJUSTED
 PR1114  ______________________________________________________________________
 PR1114  GEOID HEIGHT    -        -25.088 (meters)                     GEOID18
 PR1114  DYNAMIC HEIGHT  -        566.395 (meters)     1858.25  (feet) COMP
 PR1114  MODELED GRAVITY -    980,445.2   (mgal)                       NAVD 88
 PR1114
 PR1114  VERT ORDER      -  FIRST     CLASS II
 PR1114
 PR1114.The horizontal coordinates were scaled from a map and have
 PR1114.an estimated accuracy of +/- 6 seconds.
 PR1114
 PR1114.The orthometric height was determined by differential leveling and
 PR1114.adjusted by the NATIONAL GEODETIC SURVEY
 PR1114.in October 1997.
 PR1114
 PR1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1114.GEOID18 height accuracy estimate available here.
 PR1114
 PR1114.Click photographs - Photos may exist for this station.
 PR1114
 PR1114.The dynamic height is computed by dividing the NAVD 88
 PR1114.geopotential number by the normal gravity value computed on the
 PR1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1114.degrees latitude (g = 980.6199 gals.).
 PR1114
 PR1114.The modeled gravity was interpolated from observed gravity values.
 PR1114
 PR1114;                    North         East    Units  Estimated Accuracy
 PR1114;SPC SD N     -   113,930.      838,400.      MT  (+/- 180 meters Scaled)
 PR1114
 PR1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ593647(NAD 83)
 PR1114
 PR1114                          SUPERSEDED SURVEY CONTROL
 PR1114
 PR1114  NAVD 88 (06/15/91)  566.485  (m)         1858.54   (f) SUPERSEDED  1 2
 PR1114
 PR1114.Superseded values are not recommended for survey control.
 PR1114
 PR1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1114.See file dsdata.pdf to determine how the superseded data were derived.
 PR1114
 PR1114_MARKER: DB = BENCH MARK DISK
 PR1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1114_STAMPING: 29-171.64 1978 1857.57
 PR1114_MARK LOGO: SDDT
 PR1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1114+STABILITY: SURFACE MOTION
 PR1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1114+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1114
 PR1114  HISTORY     - Date     Condition        Report By
 PR1114  HISTORY     - 1978     MONUMENTED       SDDT
 PR1114  HISTORY     - 19900703 GOOD             NGS
 PR1114
 PR1114                          STATION DESCRIPTION
 PR1114
 PR1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1114'10.2 KM (6.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1114'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) AT THE EAST EDGE OF
 PR1114'WATERTOWN, 2.2 KM (1.4 MI) NORTHWEST OF THE INTERSECTION OF COUNTY
 PR1114'LINE ROAD, 1.05 KM (0.65 MI) NORTHWEST OF MILEPOST 171, 29.3 M
 PR1114'(96.1 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 PR1114'NORTHBOUND LANES OF THE HIGHWAY, 0.35 M (1.15 FT) SOUTHWEST OF A
 PR1114'WITNESS POST AND FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A Y-FENCE CORNER
 PR1114'AND AN UTILITY PEDESTAL, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR1114'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1115 ***********************************************************************
 PR1115  DESIGNATION -  I29 172.65
 PR1115  PID         -  PR1115
 PR1115  STATE/COUNTY-  SD/CODINGTON
 PR1115  COUNTRY     -  US
 PR1115  USGS QUAD   -  KRANZBURG SW (2017)
 PR1115
 PR1115                         *CURRENT SURVEY CONTROL
 PR1115  ______________________________________________________________________
 PR1115* NAD 83(1986) POSITION- 44 49 44.     (N) 096 59 58.     (W)   SCALED
 PR1115* NAVD 88 ORTHO HEIGHT -   546.563 (meters)     1793.18  (feet) ADJUSTED
 PR1115  ______________________________________________________________________
 PR1115  GEOID HEIGHT    -        -25.093 (meters)                     GEOID18
 PR1115  DYNAMIC HEIGHT  -        546.478 (meters)     1792.90  (feet) COMP
 PR1115  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 PR1115
 PR1115  VERT ORDER      -  FIRST     CLASS II
 PR1115
 PR1115.The horizontal coordinates were scaled from a map and have
 PR1115.an estimated accuracy of +/- 6 seconds.
 PR1115
 PR1115.The orthometric height was determined by differential leveling and
 PR1115.adjusted by the NATIONAL GEODETIC SURVEY
 PR1115.in October 1997.
 PR1115
 PR1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1115.GEOID18 height accuracy estimate available here.
 PR1115
 PR1115.Click photographs - Photos may exist for this station.
 PR1115
 PR1115.The dynamic height is computed by dividing the NAVD 88
 PR1115.geopotential number by the normal gravity value computed on the
 PR1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1115.degrees latitude (g = 980.6199 gals.).
 PR1115
 PR1115.The modeled gravity was interpolated from observed gravity values.
 PR1115
 PR1115;                    North         East    Units  Estimated Accuracy
 PR1115;SPC SD N     -   115,030.      837,220.      MT  (+/- 180 meters Scaled)
 PR1115
 PR1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ581658(NAD 83)
 PR1115
 PR1115                          SUPERSEDED SURVEY CONTROL
 PR1115
 PR1115  NAVD 88 (06/15/91)  546.565  (m)         1793.19   (f) SUPERSEDED  1 2
 PR1115
 PR1115.Superseded values are not recommended for survey control.
 PR1115
 PR1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1115.See file dsdata.pdf to determine how the superseded data were derived.
 PR1115
 PR1115_MARKER: DB = BENCH MARK DISK
 PR1115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1115_SP_SET: HEADWALL
 PR1115_STAMPING: 9-172.65 1978 1792211
 PR1115_MARK LOGO: SDDT
 PR1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1115+STABILITY: SURFACE MOTION
 PR1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1115+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1115
 PR1115  HISTORY     - Date     Condition        Report By
 PR1115  HISTORY     - 1978     MONUMENTED       SDDT
 PR1115  HISTORY     - 19900703 GOOD             NGS
 PR1115
 PR1115                          STATION DESCRIPTION
 PR1115
 PR1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1115'8.6 KM (5.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1115'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1115'0.25 M (0.82 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 PR1115'CONCRETE HEADWALL OF A BOX CULVERT, 1.05 KM (0.65 MI) NORTHWEST OF
 PR1115'MILEPOST 172, 0.65 KM (0.40 MI) SOUTHEAST OF THE INTERSECTION OF
 PR1115'COUNTY ROAD 20, 15.0 M (49.2 FT) (SLOPE MEASUREMENT) NORTHEAST OF THE
 PR1115'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 2.0 M
 PR1115'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1116 ***********************************************************************
 PR1116  DESIGNATION -  I29 173.01
 PR1116  PID         -  PR1116
 PR1116  STATE/COUNTY-  SD/CODINGTON
 PR1116  COUNTRY     -  US
 PR1116  USGS QUAD   -  WATERTOWN SE (2017)
 PR1116
 PR1116                         *CURRENT SURVEY CONTROL
 PR1116  ______________________________________________________________________
 PR1116* NAD 83(1986) POSITION- 44 49 59.     (N) 097 00 18.     (W)   SCALED
 PR1116* NAVD 88 ORTHO HEIGHT -   549.904 (meters)     1804.14  (feet) ADJUSTED
 PR1116  ______________________________________________________________________
 PR1116  GEOID HEIGHT    -        -25.095 (meters)                     GEOID18
 PR1116  DYNAMIC HEIGHT  -        549.823 (meters)     1803.88  (feet) COMP
 PR1116  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 PR1116
 PR1116  VERT ORDER      -  FIRST     CLASS II
 PR1116
 PR1116.The horizontal coordinates were scaled from a map and have
 PR1116.an estimated accuracy of +/- 6 seconds.
 PR1116
 PR1116.The orthometric height was determined by differential leveling and
 PR1116.adjusted by the NATIONAL GEODETIC SURVEY
 PR1116.in October 1997.
 PR1116
 PR1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1116.GEOID18 height accuracy estimate available here.
 PR1116
 PR1116.Click photographs - Photos may exist for this station.
 PR1116
 PR1116.The dynamic height is computed by dividing the NAVD 88
 PR1116.geopotential number by the normal gravity value computed on the
 PR1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1116.degrees latitude (g = 980.6199 gals.).
 PR1116
 PR1116.The modeled gravity was interpolated from observed gravity values.
 PR1116
 PR1116;                    North         East    Units  Estimated Accuracy
 PR1116;SPC SD N     -   115,470.      836,760.      MT  (+/- 180 meters Scaled)
 PR1116
 PR1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ576663(NAD 83)
 PR1116
 PR1116                          SUPERSEDED SURVEY CONTROL
 PR1116
 PR1116  NAVD 88 (06/15/91)  549.906  (m)         1804.15   (f) SUPERSEDED  1 2
 PR1116
 PR1116.Superseded values are not recommended for survey control.
 PR1116
 PR1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1116.See file dsdata.pdf to determine how the superseded data were derived.
 PR1116
 PR1116_MARKER: DB = BENCH MARK DISK
 PR1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1116_STAMPING: 29-173.01 1978 1803.16
 PR1116_MARK LOGO: SDDT
 PR1116_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1116+STABILITY: SURFACE MOTION
 PR1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1116+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1116
 PR1116  HISTORY     - Date     Condition        Report By
 PR1116  HISTORY     - 1978     MONUMENTED       SDDT
 PR1116  HISTORY     - 19900703 GOOD             NGS
 PR1116
 PR1116                          STATION DESCRIPTION
 PR1116
 PR1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1116'8.0 KM (5.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1116'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 40.4 M
 PR1116'(132.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF COUNTY ROAD 20
 PR1116'OVERPASS, 29.5 M (96.8 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE
 PR1116'OF THE NORTHBOUND LANES OF THE HIGHWAY, 20.7 M (67.9 FT) NORTH OF
 PR1116'MILEPOST 173, 0.45 M (1.48 FT) WEST-NORTHWEST OF A Y-FENCE CORNER,
 PR1116'0.25 M (0.82 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 PR1116'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1118 ***********************************************************************
 PR1118  DESIGNATION -  I29 173.20
 PR1118  PID         -  PR1118
 PR1118  STATE/COUNTY-  SD/CODINGTON
 PR1118  COUNTRY     -  US
 PR1118  USGS QUAD   -  WATERTOWN SE (2017)
 PR1118
 PR1118                         *CURRENT SURVEY CONTROL
 PR1118  ______________________________________________________________________
 PR1118* NAD 83(1986) POSITION- 44 50 05.     (N) 097 00 26.     (W)   SCALED
 PR1118* NAVD 88 ORTHO HEIGHT -   548.735 (meters)     1800.31  (feet) ADJUSTED
 PR1118  ______________________________________________________________________
 PR1118  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 PR1118  DYNAMIC HEIGHT  -        548.655 (meters)     1800.05  (feet) COMP
 PR1118  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 PR1118
 PR1118  VERT ORDER      -  FIRST     CLASS II
 PR1118
 PR1118.The horizontal coordinates were scaled from a map and have
 PR1118.an estimated accuracy of +/- 6 seconds.
 PR1118
 PR1118.The orthometric height was determined by differential leveling and
 PR1118.adjusted by the NATIONAL GEODETIC SURVEY
 PR1118.in October 1997.
 PR1118
 PR1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1118.GEOID18 height accuracy estimate available here.
 PR1118
 PR1118.Click photographs - Photos may exist for this station.
 PR1118
 PR1118.The dynamic height is computed by dividing the NAVD 88
 PR1118.geopotential number by the normal gravity value computed on the
 PR1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1118.degrees latitude (g = 980.6199 gals.).
 PR1118
 PR1118.The modeled gravity was interpolated from observed gravity values.
 PR1118
 PR1118;                    North         East    Units  Estimated Accuracy
 PR1118;SPC SD N     -   115,650.      836,580.      MT  (+/- 180 meters Scaled)
 PR1118
 PR1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ575665(NAD 83)
 PR1118
 PR1118                          SUPERSEDED SURVEY CONTROL
 PR1118
 PR1118  NAVD 88 (06/15/91)  548.738  (m)         1800.32   (f) SUPERSEDED  1 2
 PR1118
 PR1118.Superseded values are not recommended for survey control.
 PR1118
 PR1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1118.See file dsdata.pdf to determine how the superseded data were derived.
 PR1118
 PR1118_MARKER: Z = SEE DESCRIPTION
 PR1118_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1118_STAMPING: 29-173.20
 PR1118_MARK LOGO: NGS
 PR1118_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1118_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1118+STABILITY: POSITION/ELEVATION WELL
 PR1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1118+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1118_ROD/PIPE-DEPTH: 6.4 meters
 PR1118_SLEEVE-DEPTH  : 2.0 meters
 PR1118
 PR1118  HISTORY     - Date     Condition        Report By
 PR1118  HISTORY     - UNK      MONUMENTED       SDDT
 PR1118  HISTORY     - 19900703 GOOD             NGS
 PR1118
 PR1118                          STATION DESCRIPTION
 PR1118
 PR1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1118'7.7 KM (4.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1118'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.3 KM
 PR1118'(0.2 MI) NORTHWEST OF MILEPOST 173, 0.3 KM (0.2 MI) NORTHWEST OF A
 PR1118'HIGHWAY OVERPASS, 29.5 M (96.8 FT) NORTHEAST OF AND LEVEL WITH THE
 PR1118'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.4 M
 PR1118'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM
 PR1118'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1118'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 PR1118'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1119 ***********************************************************************
 PR1119  DESIGNATION -  I29 174.44
 PR1119  PID         -  PR1119
 PR1119  STATE/COUNTY-  SD/CODINGTON
 PR1119  COUNTRY     -  US
 PR1119  USGS QUAD   -  WATERTOWN SE (2017)
 PR1119
 PR1119                         *CURRENT SURVEY CONTROL
 PR1119  ______________________________________________________________________
 PR1119* NAD 83(1986) POSITION- 44 50 51.     (N) 097 01 33.     (W)   SCALED
 PR1119* NAVD 88 ORTHO HEIGHT -   543.506 (meters)     1783.15  (feet) ADJUSTED
 PR1119  ______________________________________________________________________
 PR1119  GEOID HEIGHT    -        -25.102 (meters)                     GEOID18
 PR1119  DYNAMIC HEIGHT  -        543.427 (meters)     1782.89  (feet) COMP
 PR1119  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PR1119
 PR1119  VERT ORDER      -  FIRST     CLASS II
 PR1119
 PR1119.The horizontal coordinates were scaled from a map and have
 PR1119.an estimated accuracy of +/- 6 seconds.
 PR1119
 PR1119.The orthometric height was determined by differential leveling and
 PR1119.adjusted by the NATIONAL GEODETIC SURVEY
 PR1119.in October 1997.
 PR1119
 PR1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1119.GEOID18 height accuracy estimate available here.
 PR1119
 PR1119.Click photographs - Photos may exist for this station.
 PR1119
 PR1119.The dynamic height is computed by dividing the NAVD 88
 PR1119.geopotential number by the normal gravity value computed on the
 PR1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1119.degrees latitude (g = 980.6199 gals.).
 PR1119
 PR1119.The modeled gravity was interpolated from observed gravity values.
 PR1119
 PR1119;                    North         East    Units  Estimated Accuracy
 PR1119;SPC SD N     -   117,020.      835,060.      MT  (+/- 180 meters Scaled)
 PR1119
 PR1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ560679(NAD 83)
 PR1119
 PR1119                          SUPERSEDED SURVEY CONTROL
 PR1119
 PR1119  NAVD 88 (06/15/91)  543.508  (m)         1783.16   (f) SUPERSEDED  1 2
 PR1119
 PR1119.Superseded values are not recommended for survey control.
 PR1119
 PR1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1119.See file dsdata.pdf to determine how the superseded data were derived.
 PR1119
 PR1119_MARKER: DB = BENCH MARK DISK
 PR1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1119_STAMPING: 29-174.44 1978 1782.14
 PR1119_MARK LOGO: SDDT
 PR1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1119+STABILITY: SURFACE MOTION
 PR1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1119+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1119
 PR1119  HISTORY     - Date     Condition        Report By
 PR1119  HISTORY     - 1978     MONUMENTED       SDDT
 PR1119  HISTORY     - 19900703 GOOD             NGS
 PR1119
 PR1119                          STATION DESCRIPTION
 PR1119
 PR1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1119'5.7 KM (3.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1119'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.75 KM
 PR1119'(0.47 MI) NORTHWEST OF MILEPOST 174, 29.4 M (96.5 FT) NORTHEAST OF
 PR1119'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1119'18.4 M (60.4 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND
 PR1119'GATE, 12.1 M (39.7 FT) WEST OF THE MOST SOUTHERLY OF 2 UTILITY POLES,
 PR1119'3.0 M (9.8 FT) SOUTHEAST OF A Y-FENCE CORNER, 0.25 M (0.82 FT)
 PR1119'SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 PR1119'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1120 ***********************************************************************
 PR1120  DESIGNATION -  I29 174.88
 PR1120  PID         -  PR1120
 PR1120  STATE/COUNTY-  SD/CODINGTON
 PR1120  COUNTRY     -  US
 PR1120  USGS QUAD   -  WATERTOWN SE (2017)
 PR1120
 PR1120                         *CURRENT SURVEY CONTROL
 PR1120  ______________________________________________________________________
 PR1120* NAD 83(1986) POSITION- 44 51 08.     (N) 097 01 54.     (W)   SCALED
 PR1120* NAVD 88 ORTHO HEIGHT -   527.972 (meters)     1732.19  (feet) ADJUSTED
 PR1120  ______________________________________________________________________
 PR1120  GEOID HEIGHT    -        -25.105 (meters)                     GEOID18
 PR1120  DYNAMIC HEIGHT  -        527.894 (meters)     1731.93  (feet) COMP
 PR1120  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 PR1120
 PR1120  VERT ORDER      -  FIRST     CLASS II
 PR1120
 PR1120.The horizontal coordinates were scaled from a map and have
 PR1120.an estimated accuracy of +/- 6 seconds.
 PR1120
 PR1120.The orthometric height was determined by differential leveling and
 PR1120.adjusted by the NATIONAL GEODETIC SURVEY
 PR1120.in October 1997.
 PR1120
 PR1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1120.GEOID18 height accuracy estimate available here.
 PR1120
 PR1120.Click photographs - Photos may exist for this station.
 PR1120
 PR1120.The dynamic height is computed by dividing the NAVD 88
 PR1120.geopotential number by the normal gravity value computed on the
 PR1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1120.degrees latitude (g = 980.6199 gals.).
 PR1120
 PR1120.The modeled gravity was interpolated from observed gravity values.
 PR1120
 PR1120;                    North         East    Units  Estimated Accuracy
 PR1120;SPC SD N     -   117,520.      834,580.      MT  (+/- 180 meters Scaled)
 PR1120
 PR1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ555684(NAD 83)
 PR1120
 PR1120                          SUPERSEDED SURVEY CONTROL
 PR1120
 PR1120  NAVD 88 (06/15/91)  527.973  (m)         1732.19   (f) SUPERSEDED  1 2
 PR1120
 PR1120.Superseded values are not recommended for survey control.
 PR1120
 PR1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1120.See file dsdata.pdf to determine how the superseded data were derived.
 PR1120
 PR1120_MARKER: DB = BENCH MARK DISK
 PR1120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1120_SP_SET: HEADWALL
 PR1120_STAMPING: 29-174.88 1978 1731.17
 PR1120_MARK LOGO: SDDT
 PR1120_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1120+STABILITY: SURFACE MOTION
 PR1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1120+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1120
 PR1120  HISTORY     - Date     Condition        Report By
 PR1120  HISTORY     - 1978     MONUMENTED       SDDT
 PR1120  HISTORY     - 19900703 GOOD             NGS
 PR1120
 PR1120                          STATION DESCRIPTION
 PR1120
 PR1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1120'5.0 KM (3.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1120'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1120'0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 PR1120'CONCRETE HEADWALL OF A MULTI-BOX CULVERT, 1.45 KM (0.90 MI) NORTHWEST
 PR1120'OF MILEPOST 174, 33.6 M (110.2 FT) (SLOPE MEASUREMENT)NORTHEAST OF
 PR1120'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 5.0 M
 PR1120'(16.4 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1121 ***********************************************************************
 PR1121  DESIGNATION -  I29 175.54
 PR1121  PID         -  PR1121
 PR1121  STATE/COUNTY-  SD/CODINGTON
 PR1121  COUNTRY     -  US
 PR1121  USGS QUAD   -  WATERTOWN SE (2017)
 PR1121
 PR1121                         *CURRENT SURVEY CONTROL
 PR1121  ______________________________________________________________________
 PR1121* NAD 83(1986) POSITION- 44 51 22.     (N) 097 02 27.     (W)   SCALED
 PR1121* NAVD 88 ORTHO HEIGHT -   545.374 (meters)     1789.28  (feet) ADJUSTED
 PR1121  ______________________________________________________________________
 PR1121  GEOID HEIGHT    -        -25.105 (meters)                     GEOID18
 PR1121  DYNAMIC HEIGHT  -        545.295 (meters)     1789.02  (feet) COMP
 PR1121  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 PR1121
 PR1121  VERT ORDER      -  FIRST     CLASS II
 PR1121
 PR1121.The horizontal coordinates were scaled from a map and have
 PR1121.an estimated accuracy of +/- 6 seconds.
 PR1121
 PR1121.The orthometric height was determined by differential leveling and
 PR1121.adjusted by the NATIONAL GEODETIC SURVEY
 PR1121.in October 1997.
 PR1121
 PR1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1121.GEOID18 height accuracy estimate available here.
 PR1121
 PR1121.Click photographs - Photos may exist for this station.
 PR1121
 PR1121.The dynamic height is computed by dividing the NAVD 88
 PR1121.geopotential number by the normal gravity value computed on the
 PR1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1121.degrees latitude (g = 980.6199 gals.).
 PR1121
 PR1121.The modeled gravity was interpolated from observed gravity values.
 PR1121
 PR1121;                    North         East    Units  Estimated Accuracy
 PR1121;SPC SD N     -   117,930.      833,840.      MT  (+/- 180 meters Scaled)
 PR1121
 PR1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ547688(NAD 83)
 PR1121
 PR1121                          SUPERSEDED SURVEY CONTROL
 PR1121
 PR1121  NAVD 88 (06/15/91)  545.375  (m)         1789.28   (f) SUPERSEDED  1 2
 PR1121
 PR1121.Superseded values are not recommended for survey control.
 PR1121
 PR1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1121.See file dsdata.pdf to determine how the superseded data were derived.
 PR1121
 PR1121_MARKER: B = BOLT
 PR1121_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR1121_SP_SET: FOOTING
 PR1121_STAMPING: 29-175.54
 PR1121_MARK LOGO: NONE
 PR1121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1121+STABILITY: SURFACE MOTION
 PR1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1121+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1121
 PR1121  HISTORY     - Date     Condition        Report By
 PR1121  HISTORY     - UNK      MONUMENTED       SDDT
 PR1121  HISTORY     - 19900703 GOOD             NGS
 PR1121
 PR1121                          STATION DESCRIPTION
 PR1121
 PR1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1121'4.0 KM (2.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1121'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.4 KM
 PR1121'(0.2 MI) NORTHWEST OF MILEPOST 175, 21.2 M (69.6 FT) NORTHEAST OF THE
 PR1121'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 PR1121'SOUTHWEST OF A FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 PR1121'HIGHWAY.  NOTE--THE DATUM POINT IS THE TOP OF THE MOST SOUTHERLY OF 4
 PR1121'BOLTS OF THE MOST SOUTHWESTERLY OF 2 FOOTINGS OF A HIGHWAY
 PR1121'INFORMATION SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1122 ***********************************************************************
 PR1122  DESIGNATION -  I29 175.93
 PR1122  PID         -  PR1122
 PR1122  STATE/COUNTY-  SD/CODINGTON
 PR1122  COUNTRY     -  US
 PR1122  USGS QUAD   -  WATERTOWN SE (2017)
 PR1122
 PR1122                         *CURRENT SURVEY CONTROL
 PR1122  ______________________________________________________________________
 PR1122* NAD 83(1986) POSITION- 44 51 46.     (N) 097 02 49.     (W)   SCALED
 PR1122* NAVD 88 ORTHO HEIGHT -   542.069 (meters)     1778.44  (feet) ADJUSTED
 PR1122  ______________________________________________________________________
 PR1122  GEOID HEIGHT    -        -25.109 (meters)                     GEOID18
 PR1122  DYNAMIC HEIGHT  -        541.990 (meters)     1778.18  (feet) COMP
 PR1122  MODELED GRAVITY -    980,454.5   (mgal)                       NAVD 88
 PR1122
 PR1122  VERT ORDER      -  FIRST     CLASS II
 PR1122
 PR1122.The horizontal coordinates were scaled from a map and have
 PR1122.an estimated accuracy of +/- 6 seconds.
 PR1122
 PR1122.The orthometric height was determined by differential leveling and
 PR1122.adjusted by the NATIONAL GEODETIC SURVEY
 PR1122.in October 1997.
 PR1122
 PR1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1122.GEOID18 height accuracy estimate available here.
 PR1122
 PR1122.Click photographs - Photos may exist for this station.
 PR1122
 PR1122.The dynamic height is computed by dividing the NAVD 88
 PR1122.geopotential number by the normal gravity value computed on the
 PR1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1122.degrees latitude (g = 980.6199 gals.).
 PR1122
 PR1122.The modeled gravity was interpolated from observed gravity values.
 PR1122
 PR1122;                    North         East    Units  Estimated Accuracy
 PR1122;SPC SD N     -   118,650.      833,330.      MT  (+/- 180 meters Scaled)
 PR1122
 PR1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ542695(NAD 83)
 PR1122
 PR1122                          SUPERSEDED SURVEY CONTROL
 PR1122
 PR1122  NAVD 88 (06/15/91)  542.070  (m)         1778.44   (f) SUPERSEDED  1 2
 PR1122
 PR1122.Superseded values are not recommended for survey control.
 PR1122
 PR1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1122.See file dsdata.pdf to determine how the superseded data were derived.
 PR1122
 PR1122_MARKER: DB = BENCH MARK DISK
 PR1122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1122_SP_SET: ABUTMENT
 PR1122_STAMPING: 29-175.93 1978 1777.43
 PR1122_MARK LOGO: SDDT
 PR1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1122+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1122
 PR1122  HISTORY     - Date     Condition        Report By
 PR1122  HISTORY     - 1975     MONUMENTED       SDDT
 PR1122  HISTORY     - 19900703 GOOD             NGS
 PR1122
 PR1122                          STATION DESCRIPTION
 PR1122
 PR1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1122'3.3 KM (2.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1122'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1122'2.6 M (8.5 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 PR1122'OF THE SOUTHBOUND OVERPASS OF A COUNTY ROAD, 1.5 KM (0.9 MI)
 PR1122'NORTHWEST OF MILEPOST 175, 5.2 M (17.1 FT) NORTHEAST OF THE CENTERLINE
 PR1122'OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE
 PR1122'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1124 ***********************************************************************
 PR1124  DESIGNATION -  I29 176.52
 PR1124  PID         -  PR1124
 PR1124  STATE/COUNTY-  SD/CODINGTON
 PR1124  COUNTRY     -  US
 PR1124  USGS QUAD   -  WATERTOWN SE (2017)
 PR1124
 PR1124                         *CURRENT SURVEY CONTROL
 PR1124  ______________________________________________________________________
 PR1124* NAD 83(1986) POSITION- 44 52 14.     (N) 097 03 18.     (W)   SCALED
 PR1124* NAVD 88 ORTHO HEIGHT -   538.052 (meters)     1765.26  (feet) ADJUSTED
 PR1124  ______________________________________________________________________
 PR1124  GEOID HEIGHT    -        -25.114 (meters)                     GEOID18
 PR1124  DYNAMIC HEIGHT  -        537.974 (meters)     1765.00  (feet) COMP
 PR1124  MODELED GRAVITY -    980,454.2   (mgal)                       NAVD 88
 PR1124
 PR1124  VERT ORDER      -  FIRST     CLASS II
 PR1124
 PR1124.The horizontal coordinates were scaled from a map and have
 PR1124.an estimated accuracy of +/- 6 seconds.
 PR1124
 PR1124.The orthometric height was determined by differential leveling and
 PR1124.adjusted by the NATIONAL GEODETIC SURVEY
 PR1124.in October 1997.
 PR1124
 PR1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1124.GEOID18 height accuracy estimate available here.
 PR1124
 PR1124.Click photographs - Photos may exist for this station.
 PR1124
 PR1124.The dynamic height is computed by dividing the NAVD 88
 PR1124.geopotential number by the normal gravity value computed on the
 PR1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1124.degrees latitude (g = 980.6199 gals.).
 PR1124
 PR1124.The modeled gravity was interpolated from observed gravity values.
 PR1124
 PR1124;                    North         East    Units  Estimated Accuracy
 PR1124;SPC SD N     -   119,490.      832,660.      MT  (+/- 180 meters Scaled)
 PR1124
 PR1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ536704(NAD 83)
 PR1124
 PR1124                          SUPERSEDED SURVEY CONTROL
 PR1124
 PR1124  NAVD 88 (06/15/91)  538.053  (m)         1765.26   (f) SUPERSEDED  1 2
 PR1124
 PR1124.Superseded values are not recommended for survey control.
 PR1124
 PR1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1124.See file dsdata.pdf to determine how the superseded data were derived.
 PR1124
 PR1124_MARKER: B = BOLT
 PR1124_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR1124_SP_SET: FOOTING
 PR1124_MARK LOGO: NONE
 PR1124_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1124+STABILITY: SURFACE MOTION
 PR1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1124+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1124
 PR1124  HISTORY     - Date     Condition        Report By
 PR1124  HISTORY     - UNK      MONUMENTED       SDDT
 PR1124  HISTORY     - 19900703 GOOD             NGS
 PR1124
 PR1124                          STATION DESCRIPTION
 PR1124
 PR1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1124'2.2 KM (1.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1124'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.0 KM
 PR1124'(0.6 MI) NORTHWEST OF MILEPOST 176, 21.2 M (69.6 FT) EAST OF THE
 PR1124'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT)
 PR1124'WEST OF A FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PR1124'NOTE--THE DATUM POINT IS THE TOP OF THE MOST SOUTHWESTERLY OF 4 BOLTS
 PR1124'OF THE MOST WESTERLY OF 2 FOOTINGS OF A HIGHWAY INFORMATION SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1125 ***********************************************************************
 PR1125  DESIGNATION -  I29 176.77
 PR1125  PID         -  PR1125
 PR1125  STATE/COUNTY-  SD/CODINGTON
 PR1125  COUNTRY     -  US
 PR1125  USGS QUAD   -  WATERTOWN SE (2017)
 PR1125
 PR1125                         *CURRENT SURVEY CONTROL
 PR1125  ______________________________________________________________________
 PR1125* NAD 83(1986) POSITION- 44 52 21.     (N) 097 03 22.     (W)   SCALED
 PR1125* NAVD 88 ORTHO HEIGHT -   538.844 (meters)     1767.86  (feet) ADJUSTED
 PR1125  ______________________________________________________________________
 PR1125  GEOID HEIGHT    -        -25.115 (meters)                     GEOID18
 PR1125  DYNAMIC HEIGHT  -        538.766 (meters)     1767.60  (feet) COMP
 PR1125  MODELED GRAVITY -    980,454.2   (mgal)                       NAVD 88
 PR1125
 PR1125  VERT ORDER      -  FIRST     CLASS II
 PR1125
 PR1125.The horizontal coordinates were scaled from a map and have
 PR1125.an estimated accuracy of +/- 6 seconds.
 PR1125
 PR1125.The orthometric height was determined by differential leveling and
 PR1125.adjusted by the NATIONAL GEODETIC SURVEY
 PR1125.in October 1997.
 PR1125
 PR1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1125.GEOID18 height accuracy estimate available here.
 PR1125
 PR1125.Click photographs - Photos may exist for this station.
 PR1125
 PR1125.The dynamic height is computed by dividing the NAVD 88
 PR1125.geopotential number by the normal gravity value computed on the
 PR1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1125.degrees latitude (g = 980.6199 gals.).
 PR1125
 PR1125.The modeled gravity was interpolated from observed gravity values.
 PR1125
 PR1125;                    North         East    Units  Estimated Accuracy
 PR1125;SPC SD N     -   119,700.      832,570.      MT  (+/- 180 meters Scaled)
 PR1125
 PR1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ535706(NAD 83)
 PR1125
 PR1125                          SUPERSEDED SURVEY CONTROL
 PR1125
 PR1125  NAVD 88 (06/15/91)  538.845  (m)         1767.86   (f) SUPERSEDED  1 2
 PR1125
 PR1125.Superseded values are not recommended for survey control.
 PR1125
 PR1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1125.See file dsdata.pdf to determine how the superseded data were derived.
 PR1125
 PR1125_MARKER: DB = BENCH MARK DISK
 PR1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1125_STAMPING: 29-176.77 1978 1766.84
 PR1125_MARK LOGO: SDDT
 PR1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1125+STABILITY: SURFACE MOTION
 PR1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1125+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1125
 PR1125  HISTORY     - Date     Condition        Report By
 PR1125  HISTORY     - 1978     MONUMENTED       SDDT
 PR1125  HISTORY     - 19900703 GOOD             NGS
 PR1125
 PR1125                          STATION DESCRIPTION
 PR1125
 PR1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1125'2.0 KM (1.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1125'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.05 KM
 PR1125'(0.65 MI) NORTHWEST OF MILEPOST 176, AT A HIGH LINE CROSSING, 29.3 M
 PR1125'(96.1 FT) SOUTHWEST OF THE MOST SOUTHERLY OF 2 UTILITY POLES, 29.1 M
 PR1125'(95.5 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 PR1125'LANES OF THE HIGHWAY, 17.1 M (56.1 FT) SOUTHEAST OF THE EAST LEG OF A
 PR1125'HIGHWAY INFORMATION SIGN, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 PR1125'T-FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1126 ***********************************************************************
 PR1126  DESIGNATION -  I29 177.59
 PR1126  PID         -  PR1126
 PR1126  STATE/COUNTY-  SD/CODINGTON
 PR1126  COUNTRY     -  US
 PR1126  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1126
 PR1126                         *CURRENT SURVEY CONTROL
 PR1126  ______________________________________________________________________
 PR1126* NAD 83(1986) POSITION- 44 53 03.     (N) 097 03 22.     (W)   SCALED
 PR1126* NAVD 88 ORTHO HEIGHT -   545.532 (meters)     1789.80  (feet) ADJUSTED
 PR1126  ______________________________________________________________________
 PR1126  GEOID HEIGHT    -        -25.127 (meters)                     GEOID18
 PR1126  DYNAMIC HEIGHT  -        545.453 (meters)     1789.54  (feet) COMP
 PR1126  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 PR1126
 PR1126  VERT ORDER      -  FIRST     CLASS II
 PR1126
 PR1126.The horizontal coordinates were scaled from a map and have
 PR1126.an estimated accuracy of +/- 6 seconds.
 PR1126
 PR1126.The orthometric height was determined by differential leveling and
 PR1126.adjusted by the NATIONAL GEODETIC SURVEY
 PR1126.in October 1997.
 PR1126
 PR1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1126.GEOID18 height accuracy estimate available here.
 PR1126
 PR1126.Click photographs - Photos may exist for this station.
 PR1126
 PR1126.The dynamic height is computed by dividing the NAVD 88
 PR1126.geopotential number by the normal gravity value computed on the
 PR1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1126.degrees latitude (g = 980.6199 gals.).
 PR1126
 PR1126.The modeled gravity was interpolated from observed gravity values.
 PR1126
 PR1126;                    North         East    Units  Estimated Accuracy
 PR1126;SPC SD N     -   121,000.      832,520.      MT  (+/- 180 meters Scaled)
 PR1126
 PR1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ535719(NAD 83)
 PR1126
 PR1126                          SUPERSEDED SURVEY CONTROL
 PR1126
 PR1126  NAVD 88 (06/15/91)  545.533  (m)         1789.80   (f) SUPERSEDED  1 2
 PR1126
 PR1126.Superseded values are not recommended for survey control.
 PR1126
 PR1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1126.See file dsdata.pdf to determine how the superseded data were derived.
 PR1126
 PR1126_MARKER: B = BOLT
 PR1126_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR1126_SP_SET: FOOTING
 PR1126_STAMPING: 29-177.59
 PR1126_MARK LOGO: NONE
 PR1126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1126+STABILITY: SURFACE MOTION
 PR1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1126+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR1126
 PR1126  HISTORY     - Date     Condition        Report By
 PR1126  HISTORY     - UNK      MONUMENTED       SDDT
 PR1126  HISTORY     - 19900703 GOOD             NGS
 PR1126
 PR1126                          STATION DESCRIPTION
 PR1126
 PR1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1126'0.65 KM (0.40 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1126'JUNCTION WITH U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.95 KM
 PR1126'(0.59 MI) NORTHWEST OF MILEPOST 177, 21.2 M (69.6 FT) EAST OF THE
 PR1126'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.6 M (28.2 FT)
 PR1126'WEST OF A FENCE, AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PR1126'NOTE--THE DATUM POINT IS THE TOP OF THE MOST NORTHWESTERLY OF 4 BOLTS
 PR1126'OF THE MOST WESTERLY OF 2 FOOTINGS OF A HIGHWAY INFORMATION SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1127 ***********************************************************************
 PR1127  DESIGNATION -  I29 178.01
 PR1127  PID         -  PR1127
 PR1127  STATE/COUNTY-  SD/CODINGTON
 PR1127  COUNTRY     -  US
 PR1127  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1127
 PR1127                         *CURRENT SURVEY CONTROL
 PR1127  ______________________________________________________________________
 PR1127* NAD 83(1986) POSITION- 44 53 23.     (N) 097 03 26.     (W)   SCALED
 PR1127* NAVD 88 ORTHO HEIGHT -   545.199 (meters)     1788.71  (feet) ADJUSTED
 PR1127  ______________________________________________________________________
 PR1127  GEOID HEIGHT    -        -25.132 (meters)                     GEOID18
 PR1127  DYNAMIC HEIGHT  -        545.120 (meters)     1788.45  (feet) COMP
 PR1127  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PR1127
 PR1127  VERT ORDER      -  FIRST     CLASS II
 PR1127
 PR1127.The horizontal coordinates were scaled from a map and have
 PR1127.an estimated accuracy of +/- 6 seconds.
 PR1127
 PR1127.The orthometric height was determined by differential leveling and
 PR1127.adjusted by the NATIONAL GEODETIC SURVEY
 PR1127.in July 1998.
 PR1127
 PR1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1127.GEOID18 height accuracy estimate available here.
 PR1127
 PR1127.Click photographs - Photos may exist for this station.
 PR1127
 PR1127.The dynamic height is computed by dividing the NAVD 88
 PR1127.geopotential number by the normal gravity value computed on the
 PR1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1127.degrees latitude (g = 980.6199 gals.).
 PR1127
 PR1127.The modeled gravity was interpolated from observed gravity values.
 PR1127
 PR1127;                    North         East    Units  Estimated Accuracy
 PR1127;SPC SD N     -   121,610.      832,410.      MT  (+/- 180 meters Scaled)
 PR1127
 PR1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534725(NAD 83)
 PR1127
 PR1127                          SUPERSEDED SURVEY CONTROL
 PR1127
 PR1127  NAVD 88 (10/06/97)  545.202  (m)         1788.72   (f) SUPERSEDED  1 2
 PR1127  NAVD 88 (06/15/91)  545.203  (m)         1788.72   (f) SUPERSEDED  1 2
 PR1127
 PR1127.Superseded values are not recommended for survey control.
 PR1127
 PR1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1127.See file dsdata.pdf to determine how the superseded data were derived.
 PR1127
 PR1127_MARKER: DB = BENCH MARK DISK
 PR1127_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR1127_SP_SET: BRIDGE CURB
 PR1127_STAMPING: 29-178.01 19
 PR1127_MARK LOGO: SDDT
 PR1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1127+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1127
 PR1127  HISTORY     - Date     Condition        Report By
 PR1127  HISTORY     - UNK      MONUMENTED       SDDT
 PR1127  HISTORY     - 19900703 GOOD             NGS
 PR1127  HISTORY     - 19950919 GOOD             NGS
 PR1127  HISTORY     - 19961011 GOOD             CHANCE
 PR1127
 PR1127                          STATION DESCRIPTION
 PR1127
 PR1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1127'IN WATERTOWN, AT THE INTERSECTION OF U.S HIGHWAY 212 AND INTERSTATE
 PR1127'HIGHWAY 29 (EXIT 177), IN THE EAST CONCRETE CURB OF THE INTERSTATE
 PR1127'HIGHWAY OVERPASS OF THE U.S. HIGHWAY, 5.2 M (17.1 FT) EAST OF THE
 PR1127'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT)
 PR1127'SOUTH OF THE NORTH END OF THE OVERPASS, AND 0.3 M (1.0 FT) ABOVE THE
 PR1127'LEVEL OF THE INTERSTATE HIGHWAY.
 PR1127
 PR1127                          STATION RECOVERY (1995)
 PR1127
 PR1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1127'IN WATERTOWN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND U.S.
 PR1127'HIGHWAY 212, NEAR THE NORTH END OF THE EAST CONCRETE CURB OF THE
 PR1127'SOUTHBOUND INTERSTATE HIGHWAY 0VERPASS OF THE U.S. HIGHWAY, 41.0 M
 PR1127'(134.5 FT) SOUTHEAST OF MILEPOST 178, 33.7 M (110.6 FT) NORTH OF THE
 PR1127'CENTERLINE OF THE U.S. HIGHWAY, 5.2 M (17.1 FT) EAST OF THE CENTERLINE
 PR1127'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT) SOUTH OF THE
 PR1127'NORTH END OF THE OVERPASS, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PR1127'INTERSTATE HIGHWAY.
 PR1127
 PR1127                          STATION RECOVERY (1996)
 PR1127
 PR1127'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1127'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1128 ***********************************************************************
 PR1128  DESIGNATION -  I29 178.19
 PR1128  PID         -  PR1128
 PR1128  STATE/COUNTY-  SD/CODINGTON
 PR1128  COUNTRY     -  US
 PR1128  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1128
 PR1128                         *CURRENT SURVEY CONTROL
 PR1128  ______________________________________________________________________
 PR1128* NAD 83(1986) POSITION- 44 53 34.     (N) 097 03 24.     (W)   SCALED
 PR1128* NAVD 88 ORTHO HEIGHT -   540.179 (meters)     1772.24  (feet) ADJUSTED
 PR1128  ______________________________________________________________________
 PR1128  GEOID HEIGHT    -        -25.135 (meters)                     GEOID18
 PR1128  DYNAMIC HEIGHT  -        540.100 (meters)     1771.98  (feet) COMP
 PR1128  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 PR1128
 PR1128  VERT ORDER      -  FIRST     CLASS II
 PR1128
 PR1128.The horizontal coordinates were scaled from a map and have
 PR1128.an estimated accuracy of +/- 6 seconds.
 PR1128
 PR1128.The orthometric height was determined by differential leveling and
 PR1128.adjusted by the NATIONAL GEODETIC SURVEY
 PR1128.in July 1998.
 PR1128
 PR1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1128.GEOID18 height accuracy estimate available here.
 PR1128
 PR1128.Click photographs - Photos may exist for this station.
 PR1128
 PR1128.The dynamic height is computed by dividing the NAVD 88
 PR1128.geopotential number by the normal gravity value computed on the
 PR1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1128.degrees latitude (g = 980.6199 gals.).
 PR1128
 PR1128.The modeled gravity was interpolated from observed gravity values.
 PR1128
 PR1128;                    North         East    Units  Estimated Accuracy
 PR1128;SPC SD N     -   121,950.      832,440.      MT  (+/- 180 meters Scaled)
 PR1128
 PR1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534728(NAD 83)
 PR1128
 PR1128                          SUPERSEDED SURVEY CONTROL
 PR1128
 PR1128  NAVD 88 (06/15/91)  540.185  (m)         1772.26   (f) SUPERSEDED  1 2
 PR1128
 PR1128.Superseded values are not recommended for survey control.
 PR1128
 PR1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1128.See file dsdata.pdf to determine how the superseded data were derived.
 PR1128
 PR1128_MARKER: DB = BENCH MARK DISK
 PR1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1128_STAMPING: 29-178.19 1978 1771.27
 PR1128_MARK LOGO: SDDT
 PR1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1128+STABILITY: SURFACE MOTION
 PR1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1128+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1128
 PR1128  HISTORY     - Date     Condition        Report By
 PR1128  HISTORY     - 1978     MONUMENTED       SDDT
 PR1128  HISTORY     - 19900721 GOOD             NGS
 PR1128  HISTORY     - 19950919 GOOD             NGS
 PR1128  HISTORY     - 19961011 GOOD             CHANCE
 PR1128
 PR1128                          STATION DESCRIPTION
 PR1128
 PR1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1128'0.35 KM (0.22 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1128'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.35 KM
 PR1128'(0.22 MI) NORTH OF MILEPOST 178, 68.9 M (226.0 FT) EAST OF THE
 PR1128'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 42.8 M (140.4 FT)
 PR1128'NORTH-NORTHEAST OF THE CENTER OF A NORTHBOUND ON RAMP (EXIT 177), 5.7
 PR1128'M (18.7 FT) NORTH OF THE MOST SOUTHERLY OF 6 FENCE BRACE POSTS, 2.0 M
 PR1128'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.65 M (2.13 FT) WEST OF A
 PR1128'FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 PR1128'FLUSH WITH THE GROUND SURFACE.
 PR1128
 PR1128                          STATION RECOVERY (1995)
 PR1128
 PR1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1128'0.3 KM (0.20 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1128'JUNCTION OF U.S. HIGHWAY 212 IN WATERTOWN (EXIT 177), 262.0 M (859.6
 PR1128'FT) NORTH OF MILEPOST 178, 68.9 M (226.0 FT) EAST OF THE CENTERLINE OF
 PR1128'THE NORTHBOUND LANES OF THE HIGHWAY, 42.8 M (140.4 FT) NORTHEAST OF
 PR1128'THE CENTER OF AN ON RAMP, 5.7 M (18.7 FT) NORTH OF THE SOUTH END OF 6
 PR1128'BRACED FENCE POSTS, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6
 PR1128'M (2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 PR1128'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR1128
 PR1128                          STATION RECOVERY (1996)
 PR1128
 PR1128'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1128'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1129 ***********************************************************************
 PR1129  DESIGNATION -  I29 178.21
 PR1129  PID         -  PR1129
 PR1129  STATE/COUNTY-  SD/CODINGTON
 PR1129  COUNTRY     -  US
 PR1129  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1129
 PR1129                         *CURRENT SURVEY CONTROL
 PR1129  ______________________________________________________________________
 PR1129* NAD 83(1986) POSITION- 44 53 37.     (N) 097 03 23.     (W)   SCALED
 PR1129* NAVD 88 ORTHO HEIGHT -   542.011 (meters)     1778.25  (feet) ADJUSTED
 PR1129  ______________________________________________________________________
 PR1129  GEOID HEIGHT    -        -25.136 (meters)                     GEOID18
 PR1129  DYNAMIC HEIGHT  -        541.931 (meters)     1777.99  (feet) COMP
 PR1129  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 PR1129
 PR1129  VERT ORDER      -  FIRST     CLASS II
 PR1129
 PR1129.The horizontal coordinates were scaled from a map and have
 PR1129.an estimated accuracy of +/- 6 seconds.
 PR1129
 PR1129.The orthometric height was determined by differential leveling and
 PR1129.adjusted by the NATIONAL GEODETIC SURVEY
 PR1129.in June 1991.
 PR1129
 PR1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1129.GEOID18 height accuracy estimate available here.
 PR1129
 PR1129.Click photographs - Photos may exist for this station.
 PR1129
 PR1129.The dynamic height is computed by dividing the NAVD 88
 PR1129.geopotential number by the normal gravity value computed on the
 PR1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1129.degrees latitude (g = 980.6199 gals.).
 PR1129
 PR1129.The modeled gravity was interpolated from observed gravity values.
 PR1129
 PR1129;                    North         East    Units  Estimated Accuracy
 PR1129;SPC SD N     -   122,050.      832,460.      MT  (+/- 180 meters Scaled)
 PR1129
 PR1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534729(NAD 83)
 PR1129
 PR1129                          SUPERSEDED SURVEY CONTROL
 PR1129
 PR1129.No superseded survey control is available for this station.
 PR1129
 PR1129_MARKER: Z = SEE DESCRIPTION
 PR1129_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1129_STAMPING: 29-178.21
 PR1129_MARK LOGO: NGS
 PR1129_PROJECTION: FLUSH
 PR1129_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1129+STABILITY: POSITION/ELEVATION WELL
 PR1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1129+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PR1129_ROD/PIPE-DEPTH: 6.4 meters
 PR1129_SLEEVE-DEPTH  : 2.0 meters
 PR1129
 PR1129  HISTORY     - Date     Condition        Report By
 PR1129  HISTORY     - UNK      MONUMENTED       SDDT
 PR1129  HISTORY     - 19900721 GOOD             NGS
 PR1129  HISTORY     - 19950919 GOOD             NGS
 PR1129
 PR1129                          STATION DESCRIPTION
 PR1129
 PR1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1129'0.35 KM (0.22 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1129'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.35 KM
 PR1129'(0.22 MI) NORTH OF MILEPOST 178, 68.7 M (225.4 FT) EAST OF AND LEVEL
 PR1129'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 52.2 M
 PR1129'(171.3 FT) EAST OF THE CENTER OF A NORTHBOUND ON RAMP (EXIT 177), 0.4
 PR1129'M (1.3 FT) EAST OF A WITNESS POST, AND 0.4 M (1.3 FT) WEST OF A
 PR1129'FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 PR1129'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO
 PR1129'THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 PR1129
 PR1129                          STATION RECOVERY (1995)
 PR1129
 PR1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1129'0.4 KM (0.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1129'JUNCTION OF U.S. HIGHWAY 212 IN WATERTOWN (EXIT 177), 335.0 M (1099.1
 PR1129'FT) NORTH OF MILEPOST 178, 68.7 M (225.4 FT) EAST OF THE CENTERLINE OF
 PR1129'THE NORTHBOUND LANES OF THE HIGHWAY, 52.2 M (171.3 FT) EAST OF THE
 PR1129'CENTER OF AN ON RAMP, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 PR1129'FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO AN
 PR1129'IRON PIPE CAP THAT IS AFFIXED TO 1 1/2-INCH GALVANIZED STEEL PIPE.
 PR1129'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PR1129'THROUGH A 4-INCH PVC CAP.  THE STABILITY CODE FOR THIS MARK IS CLASS
 PR1129'A, AS DETERMINED BY SDDT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1130 ***********************************************************************
 PR1130  DESIGNATION -  I29 179.68
 PR1130  PID         -  PR1130
 PR1130  STATE/COUNTY-  SD/CODINGTON
 PR1130  COUNTRY     -  US
 PR1130  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1130
 PR1130                         *CURRENT SURVEY CONTROL
 PR1130  ______________________________________________________________________
 PR1130* NAD 83(1986) POSITION- 44 54 53.     (N) 097 03 22.     (W)   SCALED
 PR1130* NAVD 88 ORTHO HEIGHT -   540.603 (meters)     1773.63  (feet) ADJUSTED
 PR1130  ______________________________________________________________________
 PR1130  GEOID HEIGHT    -        -25.156 (meters)                     GEOID18
 PR1130  DYNAMIC HEIGHT  -        540.524 (meters)     1773.37  (feet) COMP
 PR1130  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR1130
 PR1130  VERT ORDER      -  FIRST     CLASS II
 PR1130
 PR1130.The horizontal coordinates were scaled from a map and have
 PR1130.an estimated accuracy of +/- 6 seconds.
 PR1130
 PR1130.The orthometric height was determined by differential leveling and
 PR1130.adjusted by the NATIONAL GEODETIC SURVEY
 PR1130.in June 1991.
 PR1130
 PR1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1130.GEOID18 height accuracy estimate available here.
 PR1130
 PR1130.Click photographs - Photos may exist for this station.
 PR1130
 PR1130.The dynamic height is computed by dividing the NAVD 88
 PR1130.geopotential number by the normal gravity value computed on the
 PR1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1130.degrees latitude (g = 980.6199 gals.).
 PR1130
 PR1130.The modeled gravity was interpolated from observed gravity values.
 PR1130
 PR1130;                    North         East    Units  Estimated Accuracy
 PR1130;SPC SD N     -   124,390.      832,400.      MT  (+/- 180 meters Scaled)
 PR1130
 PR1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534753(NAD 83)
 PR1130
 PR1130                          SUPERSEDED SURVEY CONTROL
 PR1130
 PR1130.No superseded survey control is available for this station.
 PR1130
 PR1130_MARKER: DB = BENCH MARK DISK
 PR1130_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR1130_SP_SET: BRIDGE DECK
 PR1130_STAMPING: BM 29-179.68 1978 1772.60
 PR1130_MARK LOGO: SDDT
 PR1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1130+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PR1130
 PR1130  HISTORY     - Date     Condition        Report By
 PR1130  HISTORY     - 1978     MONUMENTED       SDDT
 PR1130  HISTORY     - 19900721 GOOD             NGS
 PR1130  HISTORY     - 19950919 GOOD             NGS
 PR1130
 PR1130                          STATION DESCRIPTION
 PR1130
 PR1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1130'2.8 KM (1.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1130'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1130'1.1 M (3.6 FT) SOUTH OF THE NORTH END OF THE NORTH ABUTMENT PARAPET
 PR1130'OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING WILLOW CREEK, 1.1 KM
 PR1130'(0.7 MI) NORTH OF MILEPOST 179, 7.0 M (23.0 FT) EAST OF THE
 PR1130'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.85 M
 PR1130'(2.79 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PR1130
 PR1130                          STATION RECOVERY (1995)
 PR1130
 PR1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1130'2.8 KM (1.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1130'JUNCTION OF U.S. HIGHWAY 212 IN WATERTOWN (EXIT 177), IN TOP OF AND
 PR1130'1.1 M (3.6 FT) SOUTH OF THE NORTH END OF A HIGHWAY BRIDGE SPANNING
 PR1130'WILLOW CREEK, 511.0 M (1676.5 FT) SOUTH OF MILEPOST 180, 7.0 M (23.0
 PR1130'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND
 PR1130'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1131 ***********************************************************************
 PR1131  DESIGNATION -  I29 179.81
 PR1131  PID         -  PR1131
 PR1131  STATE/COUNTY-  SD/CODINGTON
 PR1131  COUNTRY     -  US
 PR1131  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1131
 PR1131                         *CURRENT SURVEY CONTROL
 PR1131  ______________________________________________________________________
 PR1131* NAD 83(1986) POSITION- 44 54 58.     (N) 097 03 22.     (W)   SCALED
 PR1131* NAVD 88 ORTHO HEIGHT -   540.753 (meters)     1774.12  (feet) ADJUSTED
 PR1131  ______________________________________________________________________
 PR1131  GEOID HEIGHT    -        -25.157 (meters)                     GEOID18
 PR1131  DYNAMIC HEIGHT  -        540.674 (meters)     1773.86  (feet) COMP
 PR1131  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR1131
 PR1131  VERT ORDER      -  FIRST     CLASS II
 PR1131
 PR1131.The horizontal coordinates were scaled from a map and have
 PR1131.an estimated accuracy of +/- 6 seconds.
 PR1131
 PR1131.The orthometric height was determined by differential leveling and
 PR1131.adjusted by the NATIONAL GEODETIC SURVEY
 PR1131.in June 1991.
 PR1131
 PR1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1131.GEOID18 height accuracy estimate available here.
 PR1131
 PR1131.Click photographs - Photos may exist for this station.
 PR1131
 PR1131.The dynamic height is computed by dividing the NAVD 88
 PR1131.geopotential number by the normal gravity value computed on the
 PR1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1131.degrees latitude (g = 980.6199 gals.).
 PR1131
 PR1131.The modeled gravity was interpolated from observed gravity values.
 PR1131
 PR1131;                    North         East    Units  Estimated Accuracy
 PR1131;SPC SD N     -   124,550.      832,390.      MT  (+/- 180 meters Scaled)
 PR1131
 PR1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534754(NAD 83)
 PR1131
 PR1131                          SUPERSEDED SURVEY CONTROL
 PR1131
 PR1131.No superseded survey control is available for this station.
 PR1131
 PR1131_MARKER: Z = SEE DESCRIPTION
 PR1131_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1131_STAMPING: 29-179.81
 PR1131_MARK LOGO: NGS
 PR1131_PROJECTION: FLUSH
 PR1131_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1131+STABILITY: POSITION/ELEVATION WELL
 PR1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1131+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PR1131_ROD/PIPE-DEPTH: 6.4 meters
 PR1131_SLEEVE-DEPTH  : 2.0 meters
 PR1131
 PR1131  HISTORY     - Date     Condition        Report By
 PR1131  HISTORY     - UNK      MONUMENTED       SDDT
 PR1131  HISTORY     - 19900721 GOOD             NGS
 PR1131  HISTORY     - 19950919 GOOD             NGS
 PR1131
 PR1131                          STATION DESCRIPTION
 PR1131
 PR1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1131'2.9 KM (1.8 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1131'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.3 KM
 PR1131'(0.8 MI) NORTH OF MILEPOST 179, 29.4 M (96.5 FT) EAST OF AND LEVEL
 PR1131'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.4 M
 PR1131'(1.3 FT) EAST OF A WITNESS POST, AND 0.4 M (1.3 FT) WEST OF A FENCE.
 PR1131'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 PR1131'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 PR1131'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PR1131'PVC SCREW CAP.
 PR1131
 PR1131                          STATION RECOVERY (1995)
 PR1131
 PR1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1131'2.9 KM (1.80 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1131'JUNCTION OF U.S. HIGHWAY 212 IN WATERTOWN (EXIT 177), 325.0 M (1066.3
 PR1131'FT) SOUTH OF MILEPOST 180, 29.4 M (96.5 FT) EAST OF AND LEVEL WITH THE
 PR1131'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT) EAST
 PR1131'OF A WITNESS POST, AND 0.4 M (1.3 FT) WEST OF A FENCE. NOTE--THE DATUM
 PR1131'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 PR1131'AFFIXED TO 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM
 PR1131'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PR1131'THE STABILITY CODE FOR THIS MARK IS CLASS A, AS DETERMINED BY SDDT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1132 ***********************************************************************
 PR1132  DESIGNATION -  I29 180.17
 PR1132  PID         -  PR1132
 PR1132  STATE/COUNTY-  SD/CODINGTON
 PR1132  COUNTRY     -  US
 PR1132  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1132
 PR1132                         *CURRENT SURVEY CONTROL
 PR1132  ______________________________________________________________________
 PR1132* NAD 83(1986) POSITION- 44 55 18.     (N) 097 03 21.     (W)   SCALED
 PR1132* NAVD 88 ORTHO HEIGHT -   553.019 (meters)     1814.36  (feet) ADJUSTED
 PR1132  ______________________________________________________________________
 PR1132  GEOID HEIGHT    -        -25.161 (meters)                     GEOID18
 PR1132  DYNAMIC HEIGHT  -        552.938 (meters)     1814.10  (feet) COMP
 PR1132  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR1132
 PR1132  VERT ORDER      -  FIRST     CLASS II
 PR1132
 PR1132.The horizontal coordinates were scaled from a map and have
 PR1132.an estimated accuracy of +/- 6 seconds.
 PR1132
 PR1132.The orthometric height was determined by differential leveling and
 PR1132.adjusted by the NATIONAL GEODETIC SURVEY
 PR1132.in June 1991.
 PR1132
 PR1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1132.GEOID18 height accuracy estimate available here.
 PR1132
 PR1132.Click photographs - Photos may exist for this station.
 PR1132
 PR1132.The dynamic height is computed by dividing the NAVD 88
 PR1132.geopotential number by the normal gravity value computed on the
 PR1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1132.degrees latitude (g = 980.6199 gals.).
 PR1132
 PR1132.The modeled gravity was interpolated from observed gravity values.
 PR1132
 PR1132;                    North         East    Units  Estimated Accuracy
 PR1132;SPC SD N     -   125,160.      832,390.      MT  (+/- 180 meters Scaled)
 PR1132
 PR1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534760(NAD 83)
 PR1132
 PR1132                          SUPERSEDED SURVEY CONTROL
 PR1132
 PR1132.No superseded survey control is available for this station.
 PR1132
 PR1132_MARKER: DB = BENCH MARK DISK
 PR1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1132_STAMPING: 29-180.17 1978 1813.33
 PR1132_MARK LOGO: SDDT
 PR1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1132+STABILITY: SURFACE MOTION
 PR1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1132+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1132
 PR1132  HISTORY     - Date     Condition        Report By
 PR1132  HISTORY     - 1978     MONUMENTED       SDDT
 PR1132  HISTORY     - 19900721 GOOD             NGS
 PR1132
 PR1132                          STATION DESCRIPTION
 PR1132
 PR1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1132'3.5 KM (2.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1132'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.3 KM
 PR1132'(0.2 MI) NORTH OF MILEPOST 180, 29.2 M (95.8 FT) EAST OF AND LEVEL
 PR1132'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.4 M
 PR1132'(30.8 FT) SOUTH OF THE MOST NORTHERLY OF 2 T-FENCE CORNERS, 0.9 M
 PR1132'(3.0 FT) NORTH-NORTHWEST OF THE MOST SOUTHERLY 1 OF 2 T-FENCE
 PR1132'CORNERS, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 PR1132'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1133 ***********************************************************************
 PR1133  DESIGNATION -  I29 180.78
 PR1133  PID         -  PR1133
 PR1133  STATE/COUNTY-  SD/CODINGTON
 PR1133  COUNTRY     -  US
 PR1133  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1133
 PR1133                         *CURRENT SURVEY CONTROL
 PR1133  ______________________________________________________________________
 PR1133* NAD 83(1986) POSITION- 44 55 50.     (N) 097 03 20.     (W)   SCALED
 PR1133* NAVD 88 ORTHO HEIGHT -   551.952 (meters)     1810.86  (feet) ADJUSTED
 PR1133  ______________________________________________________________________
 PR1133  GEOID HEIGHT    -        -25.168 (meters)                     GEOID18
 PR1133  DYNAMIC HEIGHT  -        551.871 (meters)     1810.60  (feet) COMP
 PR1133  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR1133
 PR1133  VERT ORDER      -  FIRST     CLASS II
 PR1133
 PR1133.The horizontal coordinates were scaled from a map and have
 PR1133.an estimated accuracy of +/- 6 seconds.
 PR1133
 PR1133.The orthometric height was determined by differential leveling and
 PR1133.adjusted by the NATIONAL GEODETIC SURVEY
 PR1133.in June 1991.
 PR1133
 PR1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1133.GEOID18 height accuracy estimate available here.
 PR1133
 PR1133.Click photographs - Photos may exist for this station.
 PR1133
 PR1133.The dynamic height is computed by dividing the NAVD 88
 PR1133.geopotential number by the normal gravity value computed on the
 PR1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1133.degrees latitude (g = 980.6199 gals.).
 PR1133
 PR1133.The modeled gravity was interpolated from observed gravity values.
 PR1133
 PR1133;                    North         East    Units  Estimated Accuracy
 PR1133;SPC SD N     -   126,150.      832,380.      MT  (+/- 180 meters Scaled)
 PR1133
 PR1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534770(NAD 83)
 PR1133
 PR1133                          SUPERSEDED SURVEY CONTROL
 PR1133
 PR1133.No superseded survey control is available for this station.
 PR1133
 PR1133_MARKER: DB = BENCH MARK DISK
 PR1133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1133_SP_SET: HEADWALL
 PR1133_STAMPING: BM-29-180.78 1978 1809.80
 PR1133_MARK LOGO: SDDT
 PR1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1133+STABILITY: SURFACE MOTION
 PR1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1133+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1133
 PR1133  HISTORY     - Date     Condition        Report By
 PR1133  HISTORY     - 1978     MONUMENTED       SDDT
 PR1133  HISTORY     - 19900721 GOOD             NGS
 PR1133
 PR1133                          STATION DESCRIPTION
 PR1133
 PR1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1133'4.5 KM (2.8 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1133'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1133'0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 PR1133'OF A BOX CULVERT, 1.3 KM (0.8 MI) NORTH OF MILEPOST 180, 25.3 M
 PR1133'(83.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1133'HIGHWAY, 8.0 M (26.2 FT) EAST OF THE CENTER OF A NORTHBOUND ON RAMP
 PR1133'(EXIT 180), 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.35 M
 PR1133'(1.15 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1134 ***********************************************************************
 PR1134  DESIGNATION -  I29 181.00
 PR1134  PID         -  PR1134
 PR1134  STATE/COUNTY-  SD/CODINGTON
 PR1134  COUNTRY     -  US
 PR1134  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1134
 PR1134                         *CURRENT SURVEY CONTROL
 PR1134  ______________________________________________________________________
 PR1134* NAD 83(1986) POSITION- 44 56 01.     (N) 097 03 22.     (W)   SCALED
 PR1134* NAVD 88 ORTHO HEIGHT -   559.971 (meters)     1837.17  (feet) ADJUSTED
 PR1134  ______________________________________________________________________
 PR1134  GEOID HEIGHT    -        -25.170 (meters)                     GEOID18
 PR1134  DYNAMIC HEIGHT  -        559.889 (meters)     1836.90  (feet) COMP
 PR1134  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR1134
 PR1134  VERT ORDER      -  FIRST     CLASS II
 PR1134
 PR1134.The horizontal coordinates were scaled from a map and have
 PR1134.an estimated accuracy of +/- 6 seconds.
 PR1134
 PR1134.The orthometric height was determined by differential leveling and
 PR1134.adjusted by the NATIONAL GEODETIC SURVEY
 PR1134.in June 1991.
 PR1134
 PR1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1134.GEOID18 height accuracy estimate available here.
 PR1134
 PR1134.Click photographs - Photos may exist for this station.
 PR1134
 PR1134.The dynamic height is computed by dividing the NAVD 88
 PR1134.geopotential number by the normal gravity value computed on the
 PR1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1134.degrees latitude (g = 980.6199 gals.).
 PR1134
 PR1134.The modeled gravity was interpolated from observed gravity values.
 PR1134
 PR1134;                    North         East    Units  Estimated Accuracy
 PR1134;SPC SD N     -   126,490.      832,320.      MT  (+/- 180 meters Scaled)
 PR1134
 PR1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ533774(NAD 83)
 PR1134
 PR1134                          SUPERSEDED SURVEY CONTROL
 PR1134
 PR1134.No superseded survey control is available for this station.
 PR1134
 PR1134_MARKER: DB = BENCH MARK DISK
 PR1134_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR1134_SP_SET: CURB
 PR1134_STAMPING: 29-181.00 1978 18 6.16
 PR1134_MARK LOGO: SDDT
 PR1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1134+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1134
 PR1134  HISTORY     - Date     Condition        Report By
 PR1134  HISTORY     - 1978     MONUMENTED       SDDT
 PR1134  HISTORY     - 19900721 GOOD             NGS
 PR1134
 PR1134                          STATION DESCRIPTION
 PR1134
 PR1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1134'4.9 KM (3.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1134'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN THE WEST END
 PR1134'OF THE SOUTH CURB OF A COUNTY ROAD OVERPASS OF THE HIGHWAY (EXIT 180)
 PR1134', 28.0 M (91.9 FT) (SLOPE MEASUREMENT) WEST OF THE CENTERLINE OF THE
 PR1134'SOUTHBOUND LANES OF THE HIGHWAY, 6.7 M (22.0 FT) SOUTH OF THE CENTER
 PR1134'OF THE ROAD, 2.4 M (7.9 FT) EAST OF THE WEST END OF THE OVERPASS, AND
 PR1134'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1135 ***********************************************************************
 PR1135  DESIGNATION -  I29 181.15
 PR1135  PID         -  PR1135
 PR1135  STATE/COUNTY-  SD/CODINGTON
 PR1135  COUNTRY     -  US
 PR1135  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1135
 PR1135                         *CURRENT SURVEY CONTROL
 PR1135  ______________________________________________________________________
 PR1135* NAD 83(1986) POSITION- 44 56 11.     (N) 097 03 19.     (W)   SCALED
 PR1135* NAVD 88 ORTHO HEIGHT -   551.655 (meters)     1809.89  (feet) ADJUSTED
 PR1135  ______________________________________________________________________
 PR1135  GEOID HEIGHT    -        -25.173 (meters)                     GEOID18
 PR1135  DYNAMIC HEIGHT  -        551.574 (meters)     1809.62  (feet) COMP
 PR1135  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR1135
 PR1135  VERT ORDER      -  FIRST     CLASS II
 PR1135
 PR1135.The horizontal coordinates were scaled from a map and have
 PR1135.an estimated accuracy of +/- 6 seconds.
 PR1135
 PR1135.The orthometric height was determined by differential leveling and
 PR1135.adjusted by the NATIONAL GEODETIC SURVEY
 PR1135.in June 1991.
 PR1135
 PR1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1135.GEOID18 height accuracy estimate available here.
 PR1135
 PR1135.Click photographs - Photos may exist for this station.
 PR1135
 PR1135.The dynamic height is computed by dividing the NAVD 88
 PR1135.geopotential number by the normal gravity value computed on the
 PR1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1135.degrees latitude (g = 980.6199 gals.).
 PR1135
 PR1135.The modeled gravity was interpolated from observed gravity values.
 PR1135
 PR1135;                    North         East    Units  Estimated Accuracy
 PR1135;SPC SD N     -   126,800.      832,370.      MT  (+/- 180 meters Scaled)
 PR1135
 PR1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534777(NAD 83)
 PR1135
 PR1135                          SUPERSEDED SURVEY CONTROL
 PR1135
 PR1135.No superseded survey control is available for this station.
 PR1135
 PR1135_MARKER: Z = SEE DESCRIPTION
 PR1135_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1135_STAMPING: 29-181.15
 PR1135_MARK LOGO: NGS
 PR1135_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1135_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1135+STABILITY: POSITION/ELEVATION WELL
 PR1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1135+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1135_ROD/PIPE-DEPTH: 6.4 meters
 PR1135_SLEEVE-DEPTH  : 2.0 meters
 PR1135
 PR1135  HISTORY     - Date     Condition        Report By
 PR1135  HISTORY     - UNK      MONUMENTED       SDDT
 PR1135  HISTORY     - 19900721 GOOD             NGS
 PR1135
 PR1135                          STATION DESCRIPTION
 PR1135
 PR1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1135'5.2 KM (3.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1135'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.25 KM
 PR1135'(0.16 MI) KM NORTH OF MILEPOST 181, 68.0 M (223.1 FT) EAST OF THE
 PR1135'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.8 M (84.6 FT)
 PR1135'EAST OF THE CENTER OF A NORTHBOUND ON RAMP (EXIT 180), 0.6 M (2.0 FT)
 PR1135'BELOW THE LEVEL OF THE RAMP, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 PR1135'POST. NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 PR1135'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO
 PR1135'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 PR1135'4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1136 ***********************************************************************
 PR1136  DESIGNATION -  I29 181.29
 PR1136  PID         -  PR1136
 PR1136  STATE/COUNTY-  SD/CODINGTON
 PR1136  COUNTRY     -  US
 PR1136  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1136
 PR1136                         *CURRENT SURVEY CONTROL
 PR1136  ______________________________________________________________________
 PR1136* NAD 83(1986) POSITION- 44 56 17.     (N) 097 03 19.     (W)   SCALED
 PR1136* NAVD 88 ORTHO HEIGHT -   550.125 (meters)     1804.87  (feet) ADJUSTED
 PR1136  ______________________________________________________________________
 PR1136  GEOID HEIGHT    -        -25.174 (meters)                     GEOID18
 PR1136  DYNAMIC HEIGHT  -        550.044 (meters)     1804.60  (feet) COMP
 PR1136  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR1136
 PR1136  VERT ORDER      -  FIRST     CLASS II
 PR1136
 PR1136.The horizontal coordinates were scaled from a map and have
 PR1136.an estimated accuracy of +/- 6 seconds.
 PR1136
 PR1136.The orthometric height was determined by differential leveling and
 PR1136.adjusted by the NATIONAL GEODETIC SURVEY
 PR1136.in June 1991.
 PR1136
 PR1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1136.GEOID18 height accuracy estimate available here.
 PR1136
 PR1136.Click photographs - Photos may exist for this station.
 PR1136
 PR1136.The dynamic height is computed by dividing the NAVD 88
 PR1136.geopotential number by the normal gravity value computed on the
 PR1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1136.degrees latitude (g = 980.6199 gals.).
 PR1136
 PR1136.The modeled gravity was interpolated from observed gravity values.
 PR1136
 PR1136;                    North         East    Units  Estimated Accuracy
 PR1136;SPC SD N     -   126,990.      832,370.      MT  (+/- 180 meters Scaled)
 PR1136
 PR1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534779(NAD 83)
 PR1136
 PR1136                          SUPERSEDED SURVEY CONTROL
 PR1136
 PR1136.No superseded survey control is available for this station.
 PR1136
 PR1136_MARKER: DB = BENCH MARK DISK
 PR1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1136_STAMPING: BM 29-181.29 1978 1803.79
 PR1136_MARK LOGO: SDDT
 PR1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1136+STABILITY: SURFACE MOTION
 PR1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1136+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1136
 PR1136  HISTORY     - Date     Condition        Report By
 PR1136  HISTORY     - 1978     MONUMENTED       SDDT
 PR1136  HISTORY     - 19900721 GOOD             NGS
 PR1136
 PR1136                          STATION DESCRIPTION
 PR1136
 PR1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1136'5.4 KM (3.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1136'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.45 KM
 PR1136'(0.28 MI) NORTH OF MILEPOST 181, AT THE NORTH END OF A NORTHBOUND ON
 PR1136'RAMP (EXIT 180), 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE
 PR1136'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 PR1136'THE HIGHWAY, 7.4 M (24.3 FT) NORTH OF THE MOST SOUTHERLY OF 2 FENCE
 PR1136'BRACE POSTS, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND
 PR1136'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1137 ***********************************************************************
 PR1137  DESIGNATION -  I29 182.00
 PR1137  PID         -  PR1137
 PR1137  STATE/COUNTY-  SD/CODINGTON
 PR1137  COUNTRY     -  US
 PR1137  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1137
 PR1137                         *CURRENT SURVEY CONTROL
 PR1137  ______________________________________________________________________
 PR1137* NAD 83(1986) POSITION- 44 56 54.     (N) 097 03 19.     (W)   SCALED
 PR1137* NAVD 88 ORTHO HEIGHT -   554.231 (meters)     1818.34  (feet) ADJUSTED
 PR1137  ______________________________________________________________________
 PR1137  GEOID HEIGHT    -        -25.183 (meters)                     GEOID18
 PR1137  DYNAMIC HEIGHT  -        554.150 (meters)     1818.07  (feet) COMP
 PR1137  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR1137
 PR1137  VERT ORDER      -  FIRST     CLASS II
 PR1137
 PR1137.The horizontal coordinates were scaled from a map and have
 PR1137.an estimated accuracy of +/- 6 seconds.
 PR1137
 PR1137.The orthometric height was determined by differential leveling and
 PR1137.adjusted by the NATIONAL GEODETIC SURVEY
 PR1137.in June 1991.
 PR1137
 PR1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1137.GEOID18 height accuracy estimate available here.
 PR1137
 PR1137.Click photographs - Photos may exist for this station.
 PR1137
 PR1137.The dynamic height is computed by dividing the NAVD 88
 PR1137.geopotential number by the normal gravity value computed on the
 PR1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1137.degrees latitude (g = 980.6199 gals.).
 PR1137
 PR1137.The modeled gravity was interpolated from observed gravity values.
 PR1137
 PR1137;                    North         East    Units  Estimated Accuracy
 PR1137;SPC SD N     -   128,130.      832,330.      MT  (+/- 180 meters Scaled)
 PR1137
 PR1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534790(NAD 83)
 PR1137
 PR1137                          SUPERSEDED SURVEY CONTROL
 PR1137
 PR1137.No superseded survey control is available for this station.
 PR1137
 PR1137_MARKER: DB = BENCH MARK DISK
 PR1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1137_STAMPING: 29-182.00 1978 1817.24
 PR1137_MARK LOGO: SDDT
 PR1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1137+STABILITY: SURFACE MOTION
 PR1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1137+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1137
 PR1137  HISTORY     - Date     Condition        Report By
 PR1137  HISTORY     - 1978     MONUMENTED       SDDT
 PR1137  HISTORY     - 19900721 GOOD             NGS
 PR1137
 PR1137                          STATION DESCRIPTION
 PR1137
 PR1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1137'6.5 KM (4.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1137'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, ON THE EXTENDED
 PR1137'CENTER OF AN ABANDONED SECTION LINE ROAD, 29.4 M (96.5 FT) EAST OF
 PR1137'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1137'18.9 M (62.0 FT) EAST-NORTHEAST OF MILEPOST 182, 7.4 M (24.3 FT)
 PR1137'NORTH OF THE MOST SOUTHERLY OF 2 T-FENCE CORNERS, 6.9 M (22.6 FT)
 PR1137'SOUTH OF THE MOST NORTHERLY OF 2 T-FENCE CORNERS, 0.4 M (1.3 FT) WEST
 PR1137'OF A FENCE, 0.25 M (0.82 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 PR1137'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1138 ***********************************************************************
 PR1138  DESIGNATION -  I29 183.00
 PR1138  PID         -  PR1138
 PR1138  STATE/COUNTY-  SD/CODINGTON
 PR1138  COUNTRY     -  US
 PR1138  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1138
 PR1138                         *CURRENT SURVEY CONTROL
 PR1138  ______________________________________________________________________
 PR1138* NAD 83(1986) POSITION- 44 57 46.     (N) 097 03 17.     (W)   SCALED
 PR1138* NAVD 88 ORTHO HEIGHT -   557.032 (meters)     1827.53  (feet) ADJUSTED
 PR1138  ______________________________________________________________________
 PR1138  GEOID HEIGHT    -        -25.193 (meters)                     GEOID18
 PR1138  DYNAMIC HEIGHT  -        556.950 (meters)     1827.26  (feet) COMP
 PR1138  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 PR1138
 PR1138  VERT ORDER      -  FIRST     CLASS II
 PR1138
 PR1138.The horizontal coordinates were scaled from a map and have
 PR1138.an estimated accuracy of +/- 6 seconds.
 PR1138
 PR1138.The orthometric height was determined by differential leveling and
 PR1138.adjusted by the NATIONAL GEODETIC SURVEY
 PR1138.in June 1991.
 PR1138
 PR1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1138.GEOID18 height accuracy estimate available here.
 PR1138
 PR1138.Click photographs - Photos may exist for this station.
 PR1138
 PR1138.The dynamic height is computed by dividing the NAVD 88
 PR1138.geopotential number by the normal gravity value computed on the
 PR1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1138.degrees latitude (g = 980.6199 gals.).
 PR1138
 PR1138.The modeled gravity was interpolated from observed gravity values.
 PR1138
 PR1138;                    North         East    Units  Estimated Accuracy
 PR1138;SPC SD N     -   129,730.      832,310.      MT  (+/- 180 meters Scaled)
 PR1138
 PR1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534806(NAD 83)
 PR1138
 PR1138                          SUPERSEDED SURVEY CONTROL
 PR1138
 PR1138.No superseded survey control is available for this station.
 PR1138
 PR1138_MARKER: DB = BENCH MARK DISK
 PR1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1138_STAMPING: 29-183.00 1978 1826.55
 PR1138_MARK LOGO: SDDT
 PR1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1138+STABILITY: SURFACE MOTION
 PR1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1138+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1138
 PR1138  HISTORY     - Date     Condition        Report By
 PR1138  HISTORY     - 1978     MONUMENTED       SDDT
 PR1138  HISTORY     - 19900721 GOOD             NGS
 PR1138
 PR1138                          STATION DESCRIPTION
 PR1138
 PR1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1138'8.1 KM (5.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1138'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 29.3 M
 PR1138'(96.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1138'HIGHWAY, 18.3 M (60.0 FT) EAST-NORTHEAST OF MILEPOST 183, 2.3 M
 PR1138'(7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A
 PR1138'T-FENCE CORNER,, 0.25 M (0.82 FT) WEST OF A WITNESS POST, AND THE
 PR1138'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1139 ***********************************************************************
 PR1139  DESIGNATION -  I29 184.01
 PR1139  PID         -  PR1139
 PR1139  STATE/COUNTY-  SD/CODINGTON
 PR1139  COUNTRY     -  US
 PR1139  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1139
 PR1139                         *CURRENT SURVEY CONTROL
 PR1139  ______________________________________________________________________
 PR1139* NAD 83(1986) POSITION- 44 58 38.     (N) 097 03 15.     (W)   SCALED
 PR1139* NAVD 88 ORTHO HEIGHT -   557.000 (meters)     1827.42  (feet) ADJUSTED
 PR1139  ______________________________________________________________________
 PR1139  GEOID HEIGHT    -        -25.203 (meters)                     GEOID18
 PR1139  DYNAMIC HEIGHT  -        556.919 (meters)     1827.16  (feet) COMP
 PR1139  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PR1139
 PR1139  VERT ORDER      -  FIRST     CLASS II
 PR1139
 PR1139.The horizontal coordinates were scaled from a map and have
 PR1139.an estimated accuracy of +/- 6 seconds.
 PR1139
 PR1139.The orthometric height was determined by differential leveling and
 PR1139.adjusted by the NATIONAL GEODETIC SURVEY
 PR1139.in June 1991.
 PR1139
 PR1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1139.GEOID18 height accuracy estimate available here.
 PR1139
 PR1139.Click photographs - Photos may exist for this station.
 PR1139
 PR1139.The dynamic height is computed by dividing the NAVD 88
 PR1139.geopotential number by the normal gravity value computed on the
 PR1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1139.degrees latitude (g = 980.6199 gals.).
 PR1139
 PR1139.The modeled gravity was interpolated from observed gravity values.
 PR1139
 PR1139;                    North         East    Units  Estimated Accuracy
 PR1139;SPC SD N     -   131,340.      832,300.      MT  (+/- 180 meters Scaled)
 PR1139
 PR1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534822(NAD 83)
 PR1139
 PR1139                          SUPERSEDED SURVEY CONTROL
 PR1139
 PR1139.No superseded survey control is available for this station.
 PR1139
 PR1139_MARKER: DB = BENCH MARK DISK
 PR1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1139_STAMPING: 29-184.01 1978 1826.4.3
 PR1139_MARK LOGO: SDDT
 PR1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1139+STABILITY: SURFACE MOTION
 PR1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1139+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1139
 PR1139  HISTORY     - Date     Condition        Report By
 PR1139  HISTORY     - 1978     MONUMENTED       SDDT
 PR1139  HISTORY     - 19900721 GOOD             NGS
 PR1139
 PR1139                          STATION DESCRIPTION
 PR1139
 PR1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1139'9.7 KM (6.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1139'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 35.5 M
 PR1139'(116.5 FT) NORTH OF THE NORTHEAST CORNER OF A COUNTY ROAD OVERPASS OF
 PR1139'THE HIGHWAY, 29.1 M (95.5 FT) EAST OF THE CENTERLINE OF THE
 PR1139'NORTHBOUND LANES OF THE HIGHWAY, 20.8 M (68.2 FT) NORTHEAST OF
 PR1139'MILEPOST 184, 0.5 M (1.6 FT) WEST OF A T-FENCE CORNER, 0.25 M
 PR1139'(0.82 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PR1139'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1140 ***********************************************************************
 PR1140  DESIGNATION -  I29 184.14
 PR1140  PID         -  PR1140
 PR1140  STATE/COUNTY-  SD/CODINGTON
 PR1140  COUNTRY     -  US
 PR1140  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1140
 PR1140                         *CURRENT SURVEY CONTROL
 PR1140  ______________________________________________________________________
 PR1140* NAD 83(1986) POSITION- 44 58 45.     (N) 097 03 15.     (W)   SCALED
 PR1140* NAVD 88 ORTHO HEIGHT -   555.262 (meters)     1821.72  (feet) ADJUSTED
 PR1140  ______________________________________________________________________
 PR1140  GEOID HEIGHT    -        -25.205 (meters)                     GEOID18
 PR1140  DYNAMIC HEIGHT  -        555.181 (meters)     1821.46  (feet) COMP
 PR1140  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PR1140
 PR1140  VERT ORDER      -  FIRST     CLASS II
 PR1140
 PR1140.The horizontal coordinates were scaled from a map and have
 PR1140.an estimated accuracy of +/- 6 seconds.
 PR1140
 PR1140.The orthometric height was determined by differential leveling and
 PR1140.adjusted by the NATIONAL GEODETIC SURVEY
 PR1140.in June 1991.
 PR1140
 PR1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1140.GEOID18 height accuracy estimate available here.
 PR1140
 PR1140.Click photographs - Photos may exist for this station.
 PR1140
 PR1140.The dynamic height is computed by dividing the NAVD 88
 PR1140.geopotential number by the normal gravity value computed on the
 PR1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1140.degrees latitude (g = 980.6199 gals.).
 PR1140
 PR1140.The modeled gravity was interpolated from observed gravity values.
 PR1140
 PR1140;                    North         East    Units  Estimated Accuracy
 PR1140;SPC SD N     -   131,550.      832,290.      MT  (+/- 180 meters Scaled)
 PR1140
 PR1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ534824(NAD 83)
 PR1140
 PR1140                          SUPERSEDED SURVEY CONTROL
 PR1140
 PR1140.No superseded survey control is available for this station.
 PR1140
 PR1140_MARKER: Z = SEE DESCRIPTION
 PR1140_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PR1140_STAMPING: 29-184.14
 PR1140_MARK LOGO: NGS
 PR1140_PROJECTION: PROJECTING 4 CENTIMETERS
 PR1140_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1140+STABILITY: POSITION/ELEVATION WELL
 PR1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1140+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1140_ROD/PIPE-DEPTH: 6.4 meters
 PR1140_SLEEVE-DEPTH  : 2.0 meters
 PR1140
 PR1140  HISTORY     - Date     Condition        Report By
 PR1140  HISTORY     - UNK      MONUMENTED       SDDT
 PR1140  HISTORY     - 19900721 GOOD             NGS
 PR1140
 PR1140                          STATION DESCRIPTION
 PR1140
 PR1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1140'9.9 KM (6.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1140'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.2 KM
 PR1140'(0.1 MI) KM NORTH OF MILEPOST 184, 37.3 M (122.4 FT) SOUTH OF THE
 PR1140'MOST SOUTHERLY OF 2 FENCE BRACE POST, 29.0 M (95.1 FT) EAST OF AND
 PR1140'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 PR1140'0.45 M (1.48 FT) WEST OF A FENCE, AND 0.4 M (1.3 FT) EAST OF A
 PR1140'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 PR1140'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON
 PR1140'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1141 ***********************************************************************
 PR1141  DESIGNATION -  I29 184.42
 PR1141  PID         -  PR1141
 PR1141  STATE/COUNTY-  SD/CODINGTON
 PR1141  COUNTRY     -  US
 PR1141  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1141
 PR1141                         *CURRENT SURVEY CONTROL
 PR1141  ______________________________________________________________________
 PR1141* NAD 83(1986) POSITION- 44 59 00.     (N) 097 03 17.     (W)   SCALED
 PR1141* NAVD 88 ORTHO HEIGHT -   552.759 (meters)     1813.51  (feet) ADJUSTED
 PR1141  ______________________________________________________________________
 PR1141  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 PR1141  DYNAMIC HEIGHT  -        552.679 (meters)     1813.25  (feet) COMP
 PR1141  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 PR1141
 PR1141  VERT ORDER      -  FIRST     CLASS II
 PR1141
 PR1141.The horizontal coordinates were scaled from a map and have
 PR1141.an estimated accuracy of +/- 6 seconds.
 PR1141
 PR1141.The orthometric height was determined by differential leveling and
 PR1141.adjusted by the NATIONAL GEODETIC SURVEY
 PR1141.in June 1991.
 PR1141
 PR1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1141.GEOID18 height accuracy estimate available here.
 PR1141
 PR1141.Click photographs - Photos may exist for this station.
 PR1141
 PR1141.The dynamic height is computed by dividing the NAVD 88
 PR1141.geopotential number by the normal gravity value computed on the
 PR1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1141.degrees latitude (g = 980.6199 gals.).
 PR1141
 PR1141.The modeled gravity was interpolated from observed gravity values.
 PR1141
 PR1141;                    North         East    Units  Estimated Accuracy
 PR1141;SPC SD N     -   132,020.      832,230.      MT  (+/- 180 meters Scaled)
 PR1141
 PR1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ533829(NAD 83)
 PR1141
 PR1141                          SUPERSEDED SURVEY CONTROL
 PR1141
 PR1141.No superseded survey control is available for this station.
 PR1141
 PR1141_MARKER: DB = BENCH MARK DISK
 PR1141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1141_SP_SET: HEADWALL
 PR1141_STAMPING: 29-184.42 1978 1812.57
 PR1141_MARK LOGO: SDDT
 PR1141_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1141+STABILITY: SURFACE MOTION
 PR1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1141+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1141
 PR1141  HISTORY     - Date     Condition        Report By
 PR1141  HISTORY     - 1978     MONUMENTED       SDDT
 PR1141  HISTORY     - 19900721 GOOD             NGS
 PR1141
 PR1141                          STATION DESCRIPTION
 PR1141
 PR1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1141'10.5 KM (6.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1141'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1141'0.15 M (0.49 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL
 PR1141'OF A BOX CULVERT, 0.7 KM (0.4 MI) NORTH OF MILEPOST 184, 13.2 M
 PR1141'(43.3 FT) WEST OF THE CENTERLINE OF SOUTHBOUND LANES OF THE HIGHWAY,
 PR1141'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.55 M (1.80 FT)
 PR1141'SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1142 ***********************************************************************
 PR1142  DESIGNATION -  I29 185.17
 PR1142  PID         -  PR1142
 PR1142  STATE/COUNTY-  SD/CODINGTON
 PR1142  COUNTRY     -  US
 PR1142  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1142
 PR1142                         *CURRENT SURVEY CONTROL
 PR1142  ______________________________________________________________________
 PR1142* NAD 83(1986) POSITION- 44 59 38.     (N) 097 03 17.     (W)   SCALED
 PR1142* NAVD 88 ORTHO HEIGHT -   551.371 (meters)     1808.96  (feet) ADJUSTED
 PR1142  ______________________________________________________________________
 PR1142  GEOID HEIGHT    -        -25.214 (meters)                     GEOID18
 PR1142  DYNAMIC HEIGHT  -        551.291 (meters)     1808.69  (feet) COMP
 PR1142  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PR1142
 PR1142  VERT ORDER      -  FIRST     CLASS II
 PR1142
 PR1142.The horizontal coordinates were scaled from a map and have
 PR1142.an estimated accuracy of +/- 6 seconds.
 PR1142
 PR1142.The orthometric height was determined by differential leveling and
 PR1142.adjusted by the NATIONAL GEODETIC SURVEY
 PR1142.in June 1991.
 PR1142
 PR1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1142.GEOID18 height accuracy estimate available here.
 PR1142
 PR1142.Click photographs - Photos may exist for this station.
 PR1142
 PR1142.The dynamic height is computed by dividing the NAVD 88
 PR1142.geopotential number by the normal gravity value computed on the
 PR1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1142.degrees latitude (g = 980.6199 gals.).
 PR1142
 PR1142.The modeled gravity was interpolated from observed gravity values.
 PR1142
 PR1142;                    North         East    Units  Estimated Accuracy
 PR1142;SPC SD N     -   133,190.      832,190.      MT  (+/- 180 meters Scaled)
 PR1142
 PR1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ533841(NAD 83)
 PR1142
 PR1142                          SUPERSEDED SURVEY CONTROL
 PR1142
 PR1142.No superseded survey control is available for this station.
 PR1142
 PR1142_MARKER: DB = BENCH MARK DISK
 PR1142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR1142_SP_SET: HEADWALL
 PR1142_STAMPING: 29-185.17 1978 1808.02
 PR1142_MARK LOGO: SDDT
 PR1142_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1142+STABILITY: SURFACE MOTION
 PR1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1142+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 PR1142
 PR1142  HISTORY     - Date     Condition        Report By
 PR1142  HISTORY     - 1978     MONUMENTED       SDDT
 PR1142  HISTORY     - 19900721 GOOD             NGS
 PR1142
 PR1142                          STATION DESCRIPTION
 PR1142
 PR1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1142'11.6 KM (7.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1142'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 PR1142'0.25 M (0.82 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 PR1142'OF A BOX CULVERT, 0.25 KM (0.16 MI) NORTH OF MILEPOST 185, 15.4 M
 PR1142'(50.5 FT) WEST OF THE CENTERLINE OF SOUTHBOUND LANES OF THE HIGHWAY,
 PR1142'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 PR1142'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0599 ***********************************************************************
 QQ0599  DESIGNATION -  I29 185.97
 QQ0599  PID         -  QQ0599
 QQ0599  STATE/COUNTY-  SD/CODINGTON
 QQ0599  COUNTRY     -  US
 QQ0599  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0599
 QQ0599                         *CURRENT SURVEY CONTROL
 QQ0599  ______________________________________________________________________
 QQ0599* NAD 83(1986) POSITION- 45 00 20.     (N) 097 03 16.     (W)   SCALED
 QQ0599* NAVD 88 ORTHO HEIGHT -   566.870 (meters)     1859.81  (feet) ADJUSTED
 QQ0599  ______________________________________________________________________
 QQ0599  GEOID HEIGHT    -        -25.221 (meters)                     GEOID18
 QQ0599  DYNAMIC HEIGHT  -        566.787 (meters)     1859.53  (feet) COMP
 QQ0599  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 QQ0599
 QQ0599  VERT ORDER      -  FIRST     CLASS II
 QQ0599
 QQ0599.The horizontal coordinates were scaled from a map and have
 QQ0599.an estimated accuracy of +/- 6 seconds.
 QQ0599
 QQ0599.The orthometric height was determined by differential leveling and
 QQ0599.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0599.in June 1991.
 QQ0599
 QQ0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0599.GEOID18 height accuracy estimate available here.
 QQ0599
 QQ0599.Click photographs - Photos may exist for this station.
 QQ0599
 QQ0599.The dynamic height is computed by dividing the NAVD 88
 QQ0599.geopotential number by the normal gravity value computed on the
 QQ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0599.degrees latitude (g = 980.6199 gals.).
 QQ0599
 QQ0599.The modeled gravity was interpolated from observed gravity values.
 QQ0599
 QQ0599;                    North         East    Units  Estimated Accuracy
 QQ0599;SPC SD N     -   134,480.      832,160.      MT  (+/- 180 meters Scaled)
 QQ0599
 QQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ533854(NAD 83)
 QQ0599
 QQ0599                          SUPERSEDED SURVEY CONTROL
 QQ0599
 QQ0599.No superseded survey control is available for this station.
 QQ0599
 QQ0599_MARKER: DB = BENCH MARK DISK
 QQ0599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0599_SP_SET: ABUTMENT
 QQ0599_STAMPING: 29-185.97 1978 1858.87
 QQ0599_MARK LOGO: SDDT
 QQ0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0599+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0599
 QQ0599  HISTORY     - Date     Condition        Report By
 QQ0599  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0599  HISTORY     - 19900721 GOOD             NGS
 QQ0599  HISTORY     - 19950101 GOOD             SDDENR
 QQ0599
 QQ0599                          STATION DESCRIPTION
 QQ0599
 QQ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0599'12.9 KM (8.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0599'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 QQ0599'1.0 NORTH OF THE SOUTH END OF THE EAST ABUTMENT PARAPET OF THE
 QQ0599'SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD (EXIT 185), 1.6 KM
 QQ0599'(1.0 MI) NORTH OF MILEPOST 185, 5.1 M (16.7 FT) EAST OF THE
 QQ0599'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.8 M
 QQ0599'(2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 QQ0599
 QQ0599                          STATION RECOVERY (1995)
 QQ0599
 QQ0599'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0599'FOUND IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0600 ***********************************************************************
 QQ0600  DESIGNATION -  I29 186.22
 QQ0600  PID         -  QQ0600
 QQ0600  STATE/COUNTY-  SD/CODINGTON
 QQ0600  COUNTRY     -  US
 QQ0600  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0600
 QQ0600                         *CURRENT SURVEY CONTROL
 QQ0600  ______________________________________________________________________
 QQ0600* NAD 83(1986) POSITION- 45 00 34.     (N) 097 03 14.     (W)   SCALED
 QQ0600* NAVD 88 ORTHO HEIGHT -   563.167 (meters)     1847.66  (feet) ADJUSTED
 QQ0600  ______________________________________________________________________
 QQ0600  GEOID HEIGHT    -        -25.224 (meters)                     GEOID18
 QQ0600  DYNAMIC HEIGHT  -        563.085 (meters)     1847.39  (feet) COMP
 QQ0600  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 QQ0600
 QQ0600  VERT ORDER      -  FIRST     CLASS II
 QQ0600
 QQ0600.The horizontal coordinates were scaled from a map and have
 QQ0600.an estimated accuracy of +/- 6 seconds.
 QQ0600
 QQ0600.The orthometric height was determined by differential leveling and
 QQ0600.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0600.in June 1991.
 QQ0600
 QQ0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0600.GEOID18 height accuracy estimate available here.
 QQ0600
 QQ0600.Click photographs - Photos may exist for this station.
 QQ0600
 QQ0600.The dynamic height is computed by dividing the NAVD 88
 QQ0600.geopotential number by the normal gravity value computed on the
 QQ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0600.degrees latitude (g = 980.6199 gals.).
 QQ0600
 QQ0600.The modeled gravity was interpolated from observed gravity values.
 QQ0600
 QQ0600;                    North         East    Units  Estimated Accuracy
 QQ0600;SPC SD N     -   134,920.      832,190.      MT  (+/- 180 meters Scaled)
 QQ0600
 QQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ533858(NAD 83)
 QQ0600
 QQ0600                          SUPERSEDED SURVEY CONTROL
 QQ0600
 QQ0600.No superseded survey control is available for this station.
 QQ0600
 QQ0600_MARKER: Z = SEE DESCRIPTION
 QQ0600_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0600_STAMPING: 29-186.22
 QQ0600_MARK LOGO: NGS
 QQ0600_PROJECTION: PROJECTING 4 CENTIMETERS
 QQ0600_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0600+STABILITY: POSITION/ELEVATION WELL
 QQ0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0600+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0600_ROD/PIPE-DEPTH: 6.4 meters
 QQ0600_SLEEVE-DEPTH  : 2.0 meters
 QQ0600
 QQ0600  HISTORY     - Date     Condition        Report By
 QQ0600  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0600  HISTORY     - 19900721 GOOD             NGS
 QQ0600
 QQ0600                          STATION DESCRIPTION
 QQ0600
 QQ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0600'13.4 KM (8.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0600'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.35 KM
 QQ0600'(0.22 MI) NORTH OF MILEPOST 186, 29.2 M (95.8 FT) EAST OF THE
 QQ0600'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.3 M (83.0 FT)
 QQ0600'NORTH OF THE MOST NORTHERLY OF 6 FENCE BRACE POSTS, 23.4 M (76.8 FT)
 QQ0600'EAST OF THE CENTER OF THE NORTHBOUND ON RAMP (EXIT 186), 0.6 M
 QQ0600'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A
 QQ0600'WITNESS POST. NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 QQ0600'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.
 QQ0600'ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0601 ***********************************************************************
 QQ0601  DESIGNATION -  I29 186.81
 QQ0601  PID         -  QQ0601
 QQ0601  STATE/COUNTY-  SD/CODINGTON
 QQ0601  COUNTRY     -  US
 QQ0601  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0601
 QQ0601                         *CURRENT SURVEY CONTROL
 QQ0601  ______________________________________________________________________
 QQ0601* NAD 83(1986) POSITION- 45 01 04.     (N) 097 03 13.     (W)   SCALED
 QQ0601* NAVD 88 ORTHO HEIGHT -   555.702 (meters)     1823.17  (feet) ADJUSTED
 QQ0601  ______________________________________________________________________
 QQ0601  GEOID HEIGHT    -        -25.230 (meters)                     GEOID18
 QQ0601  DYNAMIC HEIGHT  -        555.620 (meters)     1822.90  (feet) COMP
 QQ0601  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 QQ0601
 QQ0601  VERT ORDER      -  FIRST     CLASS II
 QQ0601
 QQ0601.The horizontal coordinates were scaled from a map and have
 QQ0601.an estimated accuracy of +/- 6 seconds.
 QQ0601
 QQ0601.The orthometric height was determined by differential leveling and
 QQ0601.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0601.in June 1991.
 QQ0601
 QQ0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0601.GEOID18 height accuracy estimate available here.
 QQ0601
 QQ0601.Click photographs - Photos may exist for this station.
 QQ0601
 QQ0601.The dynamic height is computed by dividing the NAVD 88
 QQ0601.geopotential number by the normal gravity value computed on the
 QQ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0601.degrees latitude (g = 980.6199 gals.).
 QQ0601
 QQ0601.The modeled gravity was interpolated from observed gravity values.
 QQ0601
 QQ0601;                    North         East    Units  Estimated Accuracy
 QQ0601;SPC SD N     -   135,840.      832,180.      MT  (+/- 180 meters Scaled)
 QQ0601
 QQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ533867(NAD 83)
 QQ0601
 QQ0601                          SUPERSEDED SURVEY CONTROL
 QQ0601
 QQ0601.No superseded survey control is available for this station.
 QQ0601
 QQ0601_MARKER: DB = BENCH MARK DISK
 QQ0601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0601_SP_SET: HEADWALL
 QQ0601_STAMPING: 29-186.81 1978 1822.19
 QQ0601_MARK LOGO: SDDT
 QQ0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0601+STABILITY: SURFACE MOTION
 QQ0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0601+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0601
 QQ0601  HISTORY     - Date     Condition        Report By
 QQ0601  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0601  HISTORY     - 19900721 GOOD             NGS
 QQ0601
 QQ0601                          STATION DESCRIPTION
 QQ0601
 QQ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0601'14.3 KM (8.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0601'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 QQ0601'0.15 M (0.49 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 QQ0601'OF A BOX CULVERT, 14.2 M (46.6 FT) EAST OF THE CENTERLINE OF THE
 QQ0601'NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF
 QQ0601'THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0602 ***********************************************************************
 QQ0602  DESIGNATION -  I29 187.46
 QQ0602  PID         -  QQ0602
 QQ0602  STATE/COUNTY-  SD/CODINGTON
 QQ0602  COUNTRY     -  US
 QQ0602  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0602
 QQ0602                         *CURRENT SURVEY CONTROL
 QQ0602  ______________________________________________________________________
 QQ0602* NAD 83(1986) POSITION- 45 01 39.     (N) 097 03 14.     (W)   SCALED
 QQ0602* NAVD 88 ORTHO HEIGHT -   567.018 (meters)     1860.29  (feet) ADJUSTED
 QQ0602  ______________________________________________________________________
 QQ0602  GEOID HEIGHT    -        -25.236 (meters)                     GEOID18
 QQ0602  DYNAMIC HEIGHT  -        566.936 (meters)     1860.02  (feet) COMP
 QQ0602  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 QQ0602
 QQ0602  VERT ORDER      -  FIRST     CLASS II
 QQ0602
 QQ0602.The horizontal coordinates were scaled from a map and have
 QQ0602.an estimated accuracy of +/- 6 seconds.
 QQ0602
 QQ0602.The orthometric height was determined by differential leveling and
 QQ0602.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0602.in June 1991.
 QQ0602
 QQ0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0602.GEOID18 height accuracy estimate available here.
 QQ0602
 QQ0602.Click photographs - Photos may exist for this station.
 QQ0602
 QQ0602.The dynamic height is computed by dividing the NAVD 88
 QQ0602.geopotential number by the normal gravity value computed on the
 QQ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0602.degrees latitude (g = 980.6199 gals.).
 QQ0602
 QQ0602.The modeled gravity was interpolated from observed gravity values.
 QQ0602
 QQ0602;                    North         East    Units  Estimated Accuracy
 QQ0602;SPC SD N     -   136,920.      832,120.      MT  (+/- 180 meters Scaled)
 QQ0602
 QQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ533878(NAD 83)
 QQ0602
 QQ0602                          SUPERSEDED SURVEY CONTROL
 QQ0602
 QQ0602.No superseded survey control is available for this station.
 QQ0602
 QQ0602_MARKER: DB = BENCH MARK DISK
 QQ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0602_STAMPING: 29-187.46 1978 1859.36
 QQ0602_MARK LOGO: SDDT
 QQ0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0602+STABILITY: SURFACE MOTION
 QQ0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0602+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0602
 QQ0602  HISTORY     - Date     Condition        Report By
 QQ0602  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0602  HISTORY     - 19900721 GOOD             NGS
 QQ0602
 QQ0602                          STATION DESCRIPTION
 QQ0602
 QQ0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0602'15.3 KM (9.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0602'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.75 KM
 QQ0602'(0.47 MI) NORTH OF MILEPOST 187, 31.1 M (102.0 FT) NORTH OF THE MOST
 QQ0602'NORTHERLY OF 2 FENCE BRACE POSTS, 29.9 M (98.1 FT) EAST OF AND LEVEL
 QQ0602'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.35 M
 QQ0602'(1.15 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 QQ0602'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0603 ***********************************************************************
 QQ0603  DESIGNATION -  I29 187.89
 QQ0603  PID         -  QQ0603
 QQ0603  STATE/COUNTY-  SD/CODINGTON
 QQ0603  COUNTRY     -  US
 QQ0603  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0603
 QQ0603                         *CURRENT SURVEY CONTROL
 QQ0603  ______________________________________________________________________
 QQ0603* NAD 83(1986) POSITION- 45 02 04.     (N) 097 03 17.     (W)   SCALED
 QQ0603* NAVD 88 ORTHO HEIGHT -   568.098 (meters)     1863.83  (feet) ADJUSTED
 QQ0603  ______________________________________________________________________
 QQ0603  GEOID HEIGHT    -        -25.241 (meters)                     GEOID18
 QQ0603  DYNAMIC HEIGHT  -        568.015 (meters)     1863.56  (feet) COMP
 QQ0603  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 QQ0603
 QQ0603  VERT ORDER      -  FIRST     CLASS II
 QQ0603
 QQ0603.The horizontal coordinates were scaled from a map and have
 QQ0603.an estimated accuracy of +/- 6 seconds.
 QQ0603
 QQ0603.The orthometric height was determined by differential leveling and
 QQ0603.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0603.in June 1991.
 QQ0603
 QQ0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0603.GEOID18 height accuracy estimate available here.
 QQ0603
 QQ0603.Click photographs - Photos may exist for this station.
 QQ0603
 QQ0603.The dynamic height is computed by dividing the NAVD 88
 QQ0603.geopotential number by the normal gravity value computed on the
 QQ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0603.degrees latitude (g = 980.6199 gals.).
 QQ0603
 QQ0603.The modeled gravity was interpolated from observed gravity values.
 QQ0603
 QQ0603;                    North         East    Units  Estimated Accuracy
 QQ0603;SPC SD N     -   137,690.      832,020.      MT  (+/- 180 meters Scaled)
 QQ0603
 QQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ532886(NAD 83)
 QQ0603
 QQ0603                          SUPERSEDED SURVEY CONTROL
 QQ0603
 QQ0603.No superseded survey control is available for this station.
 QQ0603
 QQ0603_MARKER: Z = SEE DESCRIPTION
 QQ0603_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0603_STAMPING: 29-187.89
 QQ0603_MARK LOGO: NGS
 QQ0603_PROJECTION: PROJECTING 3 CENTIMETERS
 QQ0603_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0603+STABILITY: POSITION/ELEVATION WELL
 QQ0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0603+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0603_ROD/PIPE-DEPTH: 6.4 meters
 QQ0603_SLEEVE-DEPTH  : 2.0 meters
 QQ0603
 QQ0603  HISTORY     - Date     Condition        Report By
 QQ0603  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0603  HISTORY     - 19900721 GOOD             NGS
 QQ0603
 QQ0603                          STATION DESCRIPTION
 QQ0603
 QQ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0603'16.2 KM (10.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0603'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 1.55 KM
 QQ0603'(0.96 MI) KM NORTH OF MILEPOST 187, 64.5 M (211.6 FT) SOUTH-SOUTHWEST
 QQ0603'OF MILEPOST 188, 36.3 M (119.1 FT) EAST OF AND LEVEL WITH THE
 QQ0603'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 32.1 M (105.3 FT)
 QQ0603'SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) WEST
 QQ0603'OF A WITNESS POST, AND 0.35 M (1.15 FT) EAST OF A FENCE.  NOTE--THE
 QQ0603'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 QQ0603'THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM
 QQ0603'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 QQ0603'SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0604 ***********************************************************************
 QQ0604  DESIGNATION -  I29 188.12
 QQ0604  PID         -  QQ0604
 QQ0604  STATE/COUNTY-  SD/CODINGTON
 QQ0604  COUNTRY     -  US
 QQ0604  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0604
 QQ0604                         *CURRENT SURVEY CONTROL
 QQ0604  ______________________________________________________________________
 QQ0604* NAD 83(1986) POSITION- 45 02 11.     (N) 097 03 16.     (W)   SCALED
 QQ0604* NAVD 88 ORTHO HEIGHT -   566.208 (meters)     1857.63  (feet) ADJUSTED
 QQ0604  ______________________________________________________________________
 QQ0604  GEOID HEIGHT    -        -25.242 (meters)                     GEOID18
 QQ0604  DYNAMIC HEIGHT  -        566.126 (meters)     1857.37  (feet) COMP
 QQ0604  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 QQ0604
 QQ0604  VERT ORDER      -  FIRST     CLASS II
 QQ0604
 QQ0604.The horizontal coordinates were scaled from a map and have
 QQ0604.an estimated accuracy of +/- 6 seconds.
 QQ0604
 QQ0604.The orthometric height was determined by differential leveling and
 QQ0604.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0604.in June 1991.
 QQ0604
 QQ0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0604.GEOID18 height accuracy estimate available here.
 QQ0604
 QQ0604.Click photographs - Photos may exist for this station.
 QQ0604
 QQ0604.The dynamic height is computed by dividing the NAVD 88
 QQ0604.geopotential number by the normal gravity value computed on the
 QQ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0604.degrees latitude (g = 980.6199 gals.).
 QQ0604
 QQ0604.The modeled gravity was interpolated from observed gravity values.
 QQ0604
 QQ0604;                    North         East    Units  Estimated Accuracy
 QQ0604;SPC SD N     -   137,910.      832,040.      MT  (+/- 180 meters Scaled)
 QQ0604
 QQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ532888(NAD 83)
 QQ0604
 QQ0604                          SUPERSEDED SURVEY CONTROL
 QQ0604
 QQ0604.No superseded survey control is available for this station.
 QQ0604
 QQ0604_MARKER: DB = BENCH MARK DISK
 QQ0604_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0604_SP_SET: ABUTMENT
 QQ0604_STAMPING: 29-188.12 1978 1856.68
 QQ0604_MARK LOGO: SDDT
 QQ0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0604+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0604
 QQ0604  HISTORY     - Date     Condition        Report By
 QQ0604  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0604  HISTORY     - 19900721 GOOD             NGS
 QQ0604
 QQ0604                          STATION DESCRIPTION
 QQ0604
 QQ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0604'16.4 KM (10.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0604'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 QQ0604'3.0 EAST OF THE WEST END OF THE SOUTH ABUTMENT BACKWALL OF THE
 QQ0604'NORTHBOUND HIGHWAY OVERPASS OF THE BURLINGTON NORTHERN RAILROAD, 0.2
 QQ0604'KM (0.1 MI) NORTH OF MILEPOST 188, 6.1 M (20.0 FT) EAST OF THE
 QQ0604'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M
 QQ0604'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0605 ***********************************************************************
 QQ0605  DESIGNATION -  I29 188.50
 QQ0605  PID         -  QQ0605
 QQ0605  STATE/COUNTY-  SD/CODINGTON
 QQ0605  COUNTRY     -  US
 QQ0605  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0605
 QQ0605                         *CURRENT SURVEY CONTROL
 QQ0605  ______________________________________________________________________
 QQ0605* NAD 83(1986) POSITION- 45 02 32.     (N) 097 03 15.     (W)   SCALED
 QQ0605* NAVD 88 ORTHO HEIGHT -   556.402 (meters)     1825.46  (feet) ADJUSTED
 QQ0605  ______________________________________________________________________
 QQ0605  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 QQ0605  DYNAMIC HEIGHT  -        556.321 (meters)     1825.20  (feet) COMP
 QQ0605  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 QQ0605
 QQ0605  VERT ORDER      -  FIRST     CLASS II
 QQ0605
 QQ0605.The horizontal coordinates were scaled from a map and have
 QQ0605.an estimated accuracy of +/- 6 seconds.
 QQ0605
 QQ0605.The orthometric height was determined by differential leveling and
 QQ0605.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0605.in June 1991.
 QQ0605
 QQ0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0605.GEOID18 height accuracy estimate available here.
 QQ0605
 QQ0605.Click photographs - Photos may exist for this station.
 QQ0605
 QQ0605.The dynamic height is computed by dividing the NAVD 88
 QQ0605.geopotential number by the normal gravity value computed on the
 QQ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0605.degrees latitude (g = 980.6199 gals.).
 QQ0605
 QQ0605.The modeled gravity was interpolated from observed gravity values.
 QQ0605
 QQ0605;                    North         East    Units  Estimated Accuracy
 QQ0605;SPC SD N     -   138,560.      832,030.      MT  (+/- 180 meters Scaled)
 QQ0605
 QQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ532894(NAD 83)
 QQ0605
 QQ0605                          SUPERSEDED SURVEY CONTROL
 QQ0605
 QQ0605.No superseded survey control is available for this station.
 QQ0605
 QQ0605_MARKER: DB = BENCH MARK DISK
 QQ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0605_STAMPING: 29-188.50 1978 1824.51
 QQ0605_MARK LOGO: SDDT
 QQ0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0605+STABILITY: SURFACE MOTION
 QQ0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0605+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0605
 QQ0605  HISTORY     - Date     Condition        Report By
 QQ0605  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0605  HISTORY     - 19900721 GOOD             NGS
 QQ0605
 QQ0605                          STATION DESCRIPTION
 QQ0605
 QQ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0605'17.0 KM (10.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0605'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.8 KM
 QQ0605'(0.5 MI) NORTH OF MILEPOST 188, 29.0 M (95.1 FT) EAST OF THE
 QQ0605'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.2 M (23.6 FT)
 QQ0605'NORTH OF A T-FENCE CORNER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 QQ0605'HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0605'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0606 ***********************************************************************
 QQ0606  DESIGNATION -  I29 189.00
 QQ0606  PID         -  QQ0606
 QQ0606  STATE/COUNTY-  SD/CODINGTON
 QQ0606  COUNTRY     -  US
 QQ0606  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0606
 QQ0606                         *CURRENT SURVEY CONTROL
 QQ0606  ______________________________________________________________________
 QQ0606* NAD 83(1986) POSITION- 45 02 58.     (N) 097 03 19.     (W)   SCALED
 QQ0606* NAVD 88 ORTHO HEIGHT -   572.217 (meters)     1877.35  (feet) ADJUSTED
 QQ0606  ______________________________________________________________________
 QQ0606  GEOID HEIGHT    -        -25.251 (meters)                     GEOID18
 QQ0606  DYNAMIC HEIGHT  -        572.134 (meters)     1877.08  (feet) COMP
 QQ0606  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 QQ0606
 QQ0606  VERT ORDER      -  FIRST     CLASS II
 QQ0606
 QQ0606.The horizontal coordinates were scaled from a map and have
 QQ0606.an estimated accuracy of +/- 6 seconds.
 QQ0606
 QQ0606.The orthometric height was determined by differential leveling and
 QQ0606.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0606.in June 1991.
 QQ0606
 QQ0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0606.GEOID18 height accuracy estimate available here.
 QQ0606
 QQ0606.Click photographs - Photos may exist for this station.
 QQ0606
 QQ0606.The dynamic height is computed by dividing the NAVD 88
 QQ0606.geopotential number by the normal gravity value computed on the
 QQ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0606.degrees latitude (g = 980.6199 gals.).
 QQ0606
 QQ0606.The modeled gravity was interpolated from observed gravity values.
 QQ0606
 QQ0606;                    North         East    Units  Estimated Accuracy
 QQ0606;SPC SD N     -   139,360.      831,920.      MT  (+/- 180 meters Scaled)
 QQ0606
 QQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ531902(NAD 83)
 QQ0606
 QQ0606                          SUPERSEDED SURVEY CONTROL
 QQ0606
 QQ0606.No superseded survey control is available for this station.
 QQ0606
 QQ0606_MARKER: DB = BENCH MARK DISK
 QQ0606_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0606_SP_SET: ABUTMENT
 QQ0606_STAMPING: 29-189.00 1978 1876.46
 QQ0606_MARK LOGO: SDDT
 QQ0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0606+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0606
 QQ0606  HISTORY     - Date     Condition        Report By
 QQ0606  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0606  HISTORY     - 19900721 GOOD             NGS
 QQ0606
 QQ0606                          STATION DESCRIPTION
 QQ0606
 QQ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0606'17.8 KM (11.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0606'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 QQ0606'1.5 EAST OF THE WEST END OF THE NORTH ABUTMENT BACKWALL OF A COUNTY
 QQ0606'ROAD OVERPASS OF THE HIGHWAY, 28.3 M (92.8 FT) (SLOPE MEASUREMENT)
 QQ0606'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY. 17.4 M
 QQ0606'(57.1 FT) (SLOPE MEASUREMENT) WEST OF MILEPOST 189, AND 0.8 M
 QQ0606'(2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0607 ***********************************************************************
 QQ0607  DESIGNATION -  I29 189.16
 QQ0607  PID         -  QQ0607
 QQ0607  STATE/COUNTY-  SD/CODINGTON
 QQ0607  COUNTRY     -  US
 QQ0607  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0607
 QQ0607                         *CURRENT SURVEY CONTROL
 QQ0607  ______________________________________________________________________
 QQ0607* NAD 83(1986) POSITION- 45 03 06.     (N) 097 03 17.     (W)   SCALED
 QQ0607* NAVD 88 ORTHO HEIGHT -   567.259 (meters)     1861.08  (feet) ADJUSTED
 QQ0607  ______________________________________________________________________
 QQ0607  GEOID HEIGHT    -        -25.253 (meters)                     GEOID18
 QQ0607  DYNAMIC HEIGHT  -        567.177 (meters)     1860.81  (feet) COMP
 QQ0607  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 QQ0607
 QQ0607  VERT ORDER      -  FIRST     CLASS II
 QQ0607
 QQ0607.The horizontal coordinates were scaled from a map and have
 QQ0607.an estimated accuracy of +/- 6 seconds.
 QQ0607
 QQ0607.The orthometric height was determined by differential leveling and
 QQ0607.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0607.in June 1991.
 QQ0607
 QQ0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0607.GEOID18 height accuracy estimate available here.
 QQ0607
 QQ0607.Click photographs - Photos may exist for this station.
 QQ0607
 QQ0607.The dynamic height is computed by dividing the NAVD 88
 QQ0607.geopotential number by the normal gravity value computed on the
 QQ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0607.degrees latitude (g = 980.6199 gals.).
 QQ0607
 QQ0607.The modeled gravity was interpolated from observed gravity values.
 QQ0607
 QQ0607;                    North         East    Units  Estimated Accuracy
 QQ0607;SPC SD N     -   139,600.      831,950.      MT  (+/- 180 meters Scaled)
 QQ0607
 QQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ531905(NAD 83)
 QQ0607
 QQ0607                          SUPERSEDED SURVEY CONTROL
 QQ0607
 QQ0607.No superseded survey control is available for this station.
 QQ0607
 QQ0607_MARKER: Z = SEE DESCRIPTION
 QQ0607_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0607_STAMPING: 29-189.16
 QQ0607_MARK LOGO: NGS
 QQ0607_PROJECTION: PROJECTING 5 CENTIMETERS
 QQ0607_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0607+STABILITY: POSITION/ELEVATION WELL
 QQ0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0607+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0607_ROD/PIPE-DEPTH: 6.4 meters
 QQ0607_SLEEVE-DEPTH  : 2.0 meters
 QQ0607
 QQ0607  HISTORY     - Date     Condition        Report By
 QQ0607  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0607  HISTORY     - 19900721 GOOD             NGS
 QQ0607
 QQ0607                          STATION DESCRIPTION
 QQ0607
 QQ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0607'18.1 KM (11.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0607'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 6.2 KM
 QQ0607'(3.9 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193),
 QQ0607'0.25 KM (0.16 MI) KM NORTH OF MILEPOST 189, 28.9 M (94.8 FT) EAST OF
 QQ0607'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 QQ0607'23.1 M (75.8 FT) NORTH OF THE MOST NORTHERLY OF 2 FENCE BRACE POSTS,
 QQ0607'0.4 M (1.3 FT) WEST OF A FENCE, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 QQ0607'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 QQ0607'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO
 QQ0607'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 QQ0607'4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0608 ***********************************************************************
 QQ0608  DESIGNATION -  I29 189.43
 QQ0608  PID         -  QQ0608
 QQ0608  STATE/COUNTY-  SD/CODINGTON
 QQ0608  COUNTRY     -  US
 QQ0608  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0608
 QQ0608                         *CURRENT SURVEY CONTROL
 QQ0608  ______________________________________________________________________
 QQ0608* NAD 83(1986) POSITION- 45 03 20.     (N) 097 03 17.     (W)   SCALED
 QQ0608* NAVD 88 ORTHO HEIGHT -   571.734 (meters)     1875.76  (feet) ADJUSTED
 QQ0608  ______________________________________________________________________
 QQ0608  GEOID HEIGHT    -        -25.255 (meters)                     GEOID18
 QQ0608  DYNAMIC HEIGHT  -        571.651 (meters)     1875.49  (feet) COMP
 QQ0608  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 QQ0608
 QQ0608  VERT ORDER      -  FIRST     CLASS II
 QQ0608
 QQ0608.The horizontal coordinates were scaled from a map and have
 QQ0608.an estimated accuracy of +/- 6 seconds.
 QQ0608
 QQ0608.The orthometric height was determined by differential leveling and
 QQ0608.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0608.in June 1991.
 QQ0608
 QQ0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0608.GEOID18 height accuracy estimate available here.
 QQ0608
 QQ0608.Click photographs - Photos may exist for this station.
 QQ0608
 QQ0608.The dynamic height is computed by dividing the NAVD 88
 QQ0608.geopotential number by the normal gravity value computed on the
 QQ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0608.degrees latitude (g = 980.6199 gals.).
 QQ0608
 QQ0608.The modeled gravity was interpolated from observed gravity values.
 QQ0608
 QQ0608;                    North         East    Units  Estimated Accuracy
 QQ0608;SPC SD N     -   140,040.      831,940.      MT  (+/- 180 meters Scaled)
 QQ0608
 QQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ531909(NAD 83)
 QQ0608
 QQ0608                          SUPERSEDED SURVEY CONTROL
 QQ0608
 QQ0608.No superseded survey control is available for this station.
 QQ0608
 QQ0608_MARKER: DB = BENCH MARK DISK
 QQ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0608_STAMPING: 29-189.43 1978 1874.89
 QQ0608_MARK LOGO: SDDT
 QQ0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0608+STABILITY: SURFACE MOTION
 QQ0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0608+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0608
 QQ0608  HISTORY     - Date     Condition        Report By
 QQ0608  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0608  HISTORY     - 19900721 GOOD             NGS
 QQ0608
 QQ0608                          STATION DESCRIPTION
 QQ0608
 QQ0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0608'18.5 KM (11.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0608'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 5.8 KM
 QQ0608'(3.6 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193),
 QQ0608'0.7 KM (0.4 MI) NORTH OF MILEPOST 189, 41.0 M (134.5 FT) NORTH OF THE
 QQ0608'MOST NORTHERLY OF 2 FENCE BRACE POSTS, 29.4 M (96.5 FT) EAST OF AND
 QQ0608'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 QQ0608'0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT
 QQ0608'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0609 ***********************************************************************
 QQ0609  DESIGNATION -  I29 190.46
 QQ0609  PID         -  QQ0609
 QQ0609  STATE/COUNTY-  SD/CODINGTON
 QQ0609  COUNTRY     -  US
 QQ0609  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0609
 QQ0609                         *CURRENT SURVEY CONTROL
 QQ0609  ______________________________________________________________________
 QQ0609* NAD 83(1986) POSITION- 45 04 15.     (N) 097 03 18.     (W)   SCALED
 QQ0609* NAVD 88 ORTHO HEIGHT -   568.869 (meters)     1866.36  (feet) ADJUSTED
 QQ0609  ______________________________________________________________________
 QQ0609  GEOID HEIGHT    -        -25.266 (meters)                     GEOID18
 QQ0609  DYNAMIC HEIGHT  -        568.787 (meters)     1866.10  (feet) COMP
 QQ0609  MODELED GRAVITY -    980,454.2   (mgal)                       NAVD 88
 QQ0609
 QQ0609  VERT ORDER      -  FIRST     CLASS II
 QQ0609
 QQ0609.The horizontal coordinates were scaled from a map and have
 QQ0609.an estimated accuracy of +/- 6 seconds.
 QQ0609
 QQ0609.The orthometric height was determined by differential leveling and
 QQ0609.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0609.in June 1991.
 QQ0609
 QQ0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0609.GEOID18 height accuracy estimate available here.
 QQ0609
 QQ0609.Click photographs - Photos may exist for this station.
 QQ0609
 QQ0609.The dynamic height is computed by dividing the NAVD 88
 QQ0609.geopotential number by the normal gravity value computed on the
 QQ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0609.degrees latitude (g = 980.6199 gals.).
 QQ0609
 QQ0609.The modeled gravity was interpolated from observed gravity values.
 QQ0609
 QQ0609;                    North         East    Units  Estimated Accuracy
 QQ0609;SPC SD N     -   141,730.      831,850.      MT  (+/- 180 meters Scaled)
 QQ0609
 QQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ531926(NAD 83)
 QQ0609
 QQ0609                          SUPERSEDED SURVEY CONTROL
 QQ0609
 QQ0609.No superseded survey control is available for this station.
 QQ0609
 QQ0609_MARKER: DB = BENCH MARK DISK
 QQ0609_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0609_SP_SET: HEADWALL
 QQ0609_STAMPING: 29-190.46 1978 1865.45
 QQ0609_MARK LOGO: SDDT
 QQ0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0609+STABILITY: SURFACE MOTION
 QQ0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0609+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0609
 QQ0609  HISTORY     - Date     Condition        Report By
 QQ0609  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0609  HISTORY     - 19900721 GOOD             NGS
 QQ0609
 QQ0609                          STATION DESCRIPTION
 QQ0609
 QQ0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0609'20.2 KM (12.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0609'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 QQ0609'0.25 M (0.82 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 QQ0609'OF A BOX CULVERT, 4.1 KM (2.5 MI) SOUTH OF THE INTERSECTION OF STATE
 QQ0609'HIGHWAY 20 (EXIT 193), 17.5 M (57.4 FT) EAST OF THE CENTERLINE OF THE
 QQ0609'NORTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 QQ0609'THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0610 ***********************************************************************
 QQ0610  DESIGNATION -  I29 190.97
 QQ0610  PID         -  QQ0610
 QQ0610  STATE/COUNTY-  SD/CODINGTON
 QQ0610  COUNTRY     -  US
 QQ0610  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0610
 QQ0610                         *CURRENT SURVEY CONTROL
 QQ0610  ______________________________________________________________________
 QQ0610* NAD 83(1986) POSITION- 45 04 42.     (N) 097 03 23.     (W)   SCALED
 QQ0610* NAVD 88 ORTHO HEIGHT -   566.263 (meters)     1857.81  (feet) ADJUSTED
 QQ0610  ______________________________________________________________________
 QQ0610  GEOID HEIGHT    -        -25.272 (meters)                     GEOID18
 QQ0610  DYNAMIC HEIGHT  -        566.181 (meters)     1857.55  (feet) COMP
 QQ0610  MODELED GRAVITY -    980,454.5   (mgal)                       NAVD 88
 QQ0610
 QQ0610  VERT ORDER      -  FIRST     CLASS II
 QQ0610
 QQ0610.The horizontal coordinates were scaled from a map and have
 QQ0610.an estimated accuracy of +/- 6 seconds.
 QQ0610
 QQ0610.The orthometric height was determined by differential leveling and
 QQ0610.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0610.in June 1991.
 QQ0610
 QQ0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0610.GEOID18 height accuracy estimate available here.
 QQ0610
 QQ0610.Click photographs - Photos may exist for this station.
 QQ0610
 QQ0610.The dynamic height is computed by dividing the NAVD 88
 QQ0610.geopotential number by the normal gravity value computed on the
 QQ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0610.degrees latitude (g = 980.6199 gals.).
 QQ0610
 QQ0610.The modeled gravity was interpolated from observed gravity values.
 QQ0610
 QQ0610;                    North         East    Units  Estimated Accuracy
 QQ0610;SPC SD N     -   142,560.      831,710.      MT  (+/- 180 meters Scaled)
 QQ0610
 QQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ529934(NAD 83)
 QQ0610
 QQ0610                          SUPERSEDED SURVEY CONTROL
 QQ0610
 QQ0610.No superseded survey control is available for this station.
 QQ0610
 QQ0610_MARKER: DB = BENCH MARK DISK
 QQ0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0610_SP_SET: HEADWALL
 QQ0610_STAMPING: 29-190.97 1987 1856.91
 QQ0610_MARK LOGO: SDDT
 QQ0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0610+STABILITY: SURFACE MOTION
 QQ0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0610+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0610
 QQ0610  HISTORY     - Date     Condition        Report By
 QQ0610  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0610  HISTORY     - 19900721 GOOD             NGS
 QQ0610
 QQ0610                          STATION DESCRIPTION
 QQ0610
 QQ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0610'21.0 KM (13.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0610'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, IN TOP OF AND
 QQ0610'0.25 M (0.82 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 QQ0610'OF A BOX CULVERT, 3.3 KM (2.1 MI) SOUTH OF THE INTERSECTION OF STATE
 QQ0610'HIGHWAY 20 (EXIT 193), 1.35 KM (0.84 MI) NORTH OF MILEPOST 190, 48.9
 QQ0610'M (160.4 FT) SOUTH-SOUTHWEST OF MILEPOST 191, 27.1 M (88.9 FT) WEST
 QQ0610'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 3.0 M
 QQ0610'(9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF
 QQ0610'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0611 ***********************************************************************
 QQ0611  DESIGNATION -  I29 191.46
 QQ0611  PID         -  QQ0611
 QQ0611  STATE/COUNTY-  SD/CODINGTON
 QQ0611  COUNTRY     -  US
 QQ0611  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0611
 QQ0611                         *CURRENT SURVEY CONTROL
 QQ0611  ______________________________________________________________________
 QQ0611* NAD 83(1986) POSITION- 45 05 07.     (N) 097 03 20.     (W)   SCALED
 QQ0611* NAVD 88 ORTHO HEIGHT -   573.608 (meters)     1881.91  (feet) ADJUSTED
 QQ0611  ______________________________________________________________________
 QQ0611  GEOID HEIGHT    -        -25.277 (meters)                     GEOID18
 QQ0611  DYNAMIC HEIGHT  -        573.525 (meters)     1881.64  (feet) COMP
 QQ0611  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 QQ0611
 QQ0611  VERT ORDER      -  FIRST     CLASS II
 QQ0611
 QQ0611.The horizontal coordinates were scaled from a map and have
 QQ0611.an estimated accuracy of +/- 6 seconds.
 QQ0611
 QQ0611.The orthometric height was determined by differential leveling and
 QQ0611.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0611.in June 1991.
 QQ0611
 QQ0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0611.GEOID18 height accuracy estimate available here.
 QQ0611
 QQ0611.Click photographs - Photos may exist for this station.
 QQ0611
 QQ0611.The dynamic height is computed by dividing the NAVD 88
 QQ0611.geopotential number by the normal gravity value computed on the
 QQ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0611.degrees latitude (g = 980.6199 gals.).
 QQ0611
 QQ0611.The modeled gravity was interpolated from observed gravity values.
 QQ0611
 QQ0611;                    North         East    Units  Estimated Accuracy
 QQ0611;SPC SD N     -   143,330.      831,750.      MT  (+/- 180 meters Scaled)
 QQ0611
 QQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ530942(NAD 83)
 QQ0611
 QQ0611                          SUPERSEDED SURVEY CONTROL
 QQ0611
 QQ0611.No superseded survey control is available for this station.
 QQ0611
 QQ0611_MARKER: DB = BENCH MARK DISK
 QQ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0611_STAMPING: 29-191.46 1978 1881.01
 QQ0611_MARK LOGO: SDDT
 QQ0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0611+STABILITY: SURFACE MOTION
 QQ0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0611+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0611
 QQ0611  HISTORY     - Date     Condition        Report By
 QQ0611  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0611  HISTORY     - 19900721 GOOD             NGS
 QQ0611
 QQ0611                          STATION DESCRIPTION
 QQ0611
 QQ0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0611'21.8 KM (13.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0611'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 2.5 KM
 QQ0611'(1.6 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193),
 QQ0611'0.75 KM (0.47 MI) NORTH OF MILEPOST 191, 29.4 M (96.5 FT) EAST OF AND
 QQ0611'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 QQ0611'15.9 M (52.2 FT) NORTH OF THE MOST NORTHERLY OF 2 FENCE BRACE POSTS,
 QQ0611'0.2 M (0.7 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 QQ0611'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0612 ***********************************************************************
 QQ0612  DESIGNATION -  I29 192.54
 QQ0612  PID         -  QQ0612
 QQ0612  STATE/COUNTY-  SD/CODINGTON
 QQ0612  COUNTRY     -  US
 QQ0612  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0612
 QQ0612                         *CURRENT SURVEY CONTROL
 QQ0612  ______________________________________________________________________
 QQ0612* NAD 83(1986) POSITION- 45 06 05.     (N) 097 03 21.     (W)   SCALED
 QQ0612* NAVD 88 ORTHO HEIGHT -   578.131 (meters)     1896.75  (feet) ADJUSTED
 QQ0612  ______________________________________________________________________
 QQ0612  GEOID HEIGHT    -        -25.288 (meters)                     GEOID18
 QQ0612  DYNAMIC HEIGHT  -        578.049 (meters)     1896.48  (feet) COMP
 QQ0612  MODELED GRAVITY -    980,455.3   (mgal)                       NAVD 88
 QQ0612
 QQ0612  VERT ORDER      -  FIRST     CLASS II
 QQ0612
 QQ0612.The horizontal coordinates were scaled from a map and have
 QQ0612.an estimated accuracy of +/- 6 seconds.
 QQ0612
 QQ0612.The orthometric height was determined by differential leveling and
 QQ0612.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0612.in June 1991.
 QQ0612
 QQ0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0612.GEOID18 height accuracy estimate available here.
 QQ0612
 QQ0612.Click photographs - Photos may exist for this station.
 QQ0612
 QQ0612.The dynamic height is computed by dividing the NAVD 88
 QQ0612.geopotential number by the normal gravity value computed on the
 QQ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0612.degrees latitude (g = 980.6199 gals.).
 QQ0612
 QQ0612.The modeled gravity was interpolated from observed gravity values.
 QQ0612
 QQ0612;                    North         East    Units  Estimated Accuracy
 QQ0612;SPC SD N     -   145,120.      831,660.      MT  (+/- 180 meters Scaled)
 QQ0612
 QQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ529960(NAD 83)
 QQ0612
 QQ0612                          SUPERSEDED SURVEY CONTROL
 QQ0612
 QQ0612.No superseded survey control is available for this station.
 QQ0612
 QQ0612_MARKER: DB = BENCH MARK DISK
 QQ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0612_STAMPING: 29-192.54 1978 1895.86
 QQ0612_MARK LOGO: SDDT
 QQ0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0612+STABILITY: SURFACE MOTION
 QQ0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0612+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0612
 QQ0612  HISTORY     - Date     Condition        Report By
 QQ0612  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0612  HISTORY     - 19900721 GOOD             NGS
 QQ0612
 QQ0612                          STATION DESCRIPTION
 QQ0612
 QQ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0612'23.6 KM (14.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0612'JUNCTION OF U.S. HIGHWAY 212 (EXIT 177) IN WATERTOWN, 0.75 KM
 QQ0612'(0.47 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193),
 QQ0612'0.9 KM (0.6 MI) NORTH OF MILEPOST 192, 56.5 M (185.4 FT) NORTH OF THE
 QQ0612'MOST NORTHERLY OF 2 T-FENCE CORNERS, 31.4 M (103.0 FT) SOUTH OF A
 QQ0612'TELEPHONE PEDESTAL, 29.5 M (96.8 FT) EAST OF AND LEVEL WITH THE
 QQ0612'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.5 M (8.2 FT)
 QQ0612'SOUTH OF THE MOST SOUTHERLY OF 2 FENCE BRACE POST, 0.25 M (0.82 FT)
 QQ0612'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 QQ0612'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0613 ***********************************************************************
 QQ0613  DESIGNATION -  I29 193.03
 QQ0613  PID         -  QQ0613
 QQ0613  STATE/COUNTY-  SD/CODINGTON
 QQ0613  COUNTRY     -  US
 QQ0613  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0613
 QQ0613                         *CURRENT SURVEY CONTROL
 QQ0613  ______________________________________________________________________
 QQ0613* NAD 83(1986) POSITION- 45 06 29.     (N) 097 03 20.     (W)   SCALED
 QQ0613* NAVD 88 ORTHO HEIGHT -   588.485 (meters)     1930.72  (feet) ADJUSTED
 QQ0613  ______________________________________________________________________
 QQ0613  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 QQ0613  DYNAMIC HEIGHT  -        588.401 (meters)     1930.45  (feet) COMP
 QQ0613  MODELED GRAVITY -    980,455.5   (mgal)                       NAVD 88
 QQ0613
 QQ0613  VERT ORDER      -  FIRST     CLASS II
 QQ0613
 QQ0613.The horizontal coordinates were scaled from a map and have
 QQ0613.an estimated accuracy of +/- 6 seconds.
 QQ0613
 QQ0613.The orthometric height was determined by differential leveling and
 QQ0613.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0613.in June 1991.
 QQ0613
 QQ0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0613.GEOID18 height accuracy estimate available here.
 QQ0613
 QQ0613.Click photographs - Photos may exist for this station.
 QQ0613
 QQ0613.The dynamic height is computed by dividing the NAVD 88
 QQ0613.geopotential number by the normal gravity value computed on the
 QQ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0613.degrees latitude (g = 980.6199 gals.).
 QQ0613
 QQ0613.The modeled gravity was interpolated from observed gravity values.
 QQ0613
 QQ0613;                    North         East    Units  Estimated Accuracy
 QQ0613;SPC SD N     -   145,860.      831,660.      MT  (+/- 180 meters Scaled)
 QQ0613
 QQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ529967(NAD 83)
 QQ0613
 QQ0613                          SUPERSEDED SURVEY CONTROL
 QQ0613
 QQ0613.No superseded survey control is available for this station.
 QQ0613
 QQ0613_MARKER: DB = BENCH MARK DISK
 QQ0613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0613_SP_SET: ABUTMENT
 QQ0613_STAMPING: 29-193.03 1978 1929.90
 QQ0613_MARK LOGO: SDDT
 QQ0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0613+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0613
 QQ0613  HISTORY     - Date     Condition        Report By
 QQ0613  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0613  HISTORY     - 19900721 GOOD             NGS
 QQ0613
 QQ0613                          STATION DESCRIPTION
 QQ0613
 QQ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0613'23.1 KM (14.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0613'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 1.5 WEST
 QQ0613'OF THE EAST END OF THE NORTH ABUTMENT BACKWALL OF STATE HIGHWAY 20
 QQ0613'OVERPASS OF THE HIGHWAY, 29.7 M (97.4 FT) EAST OF THE CENTERLINE OF
 QQ0613'THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE
 QQ0613'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0614 ***********************************************************************
 QQ0614  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0614  DESIGNATION -  I29 193.11
 QQ0614  PID         -  QQ0614
 QQ0614  STATE/COUNTY-  SD/CODINGTON
 QQ0614  COUNTRY     -  US
 QQ0614  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0614
 QQ0614                         *CURRENT SURVEY CONTROL
 QQ0614  ______________________________________________________________________
 QQ0614* NAD 83(2011) POSITION- 45 06 33.37909(N) 097 03 16.94423(W)   ADJUSTED
 QQ0614* NAD 83(2011) ELLIP HT-   558.074 (meters)        (06/27/12)   ADJUSTED
 QQ0614* NAD 83(2011) EPOCH   -  2010.00
 QQ0614* NAVD 88 ORTHO HEIGHT -   583.376 (meters)     1913.96  (feet) ADJUSTED
 QQ0614  ______________________________________________________________________
 QQ0614  GEOID HEIGHT    -        -25.294 (meters)                     GEOID18
 QQ0614  NAD 83(2011) X  -   -553,829.635 (meters)                     COMP
 QQ0614  NAD 83(2011) Y  - -4,475,250.594 (meters)                     COMP
 QQ0614  NAD 83(2011) Z  -  4,496,322.481 (meters)                     COMP
 QQ0614  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 QQ0614  DYNAMIC HEIGHT  -        583.293 (meters)     1913.69  (feet) COMP
 QQ0614  MODELED GRAVITY -    980,455.6   (mgal)                       NAVD 88
 QQ0614
 QQ0614  VERT ORDER      -  FIRST     CLASS II
 QQ0614
 QQ0614  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0614  Standards:
 QQ0614         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0614            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0614  -------------------------------------------------------------------
 QQ0614  NETWORK    0.70   2.06           0.31   0.26   1.05     -0.10994492
 QQ0614  -------------------------------------------------------------------
 QQ0614  Click here for local accuracies and other accuracy information.
 QQ0614
 QQ0614.The horizontal coordinates were established by GPS observations
 QQ0614.and adjusted by the National Geodetic Survey in June 2012.
 QQ0614
 QQ0614.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0614.been affixed to the stable North American tectonic plate. See 
 QQ0614.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0614
 QQ0614.The horizontal coordinates are valid at the epoch date displayed above
 QQ0614.which is a decimal equivalence of Year/Month/Day.
 QQ0614
 QQ0614.The orthometric height was determined by differential leveling and
 QQ0614.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0614.in June 1991.
 QQ0614
 QQ0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0614.GEOID18 height accuracy estimate available here.
 QQ0614
 QQ0614.Click photographs - Photos may exist for this station.
 QQ0614
 QQ0614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0614
 QQ0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0614
 QQ0614.The ellipsoidal height was determined by GPS observations
 QQ0614.and is referenced to NAD 83.
 QQ0614
 QQ0614.The dynamic height is computed by dividing the NAVD 88
 QQ0614.geopotential number by the normal gravity value computed on the
 QQ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0614.degrees latitude (g = 980.6199 gals.).
 QQ0614
 QQ0614.The modeled gravity was interpolated from observed gravity values.
 QQ0614
 QQ0614. The following values were computed from the NAD 83(2011) position.
 QQ0614
 QQ0614;                    North         East     Units Scale Factor Converg.
 QQ0614;SPC SD N     -   146,001.226   831,720.103   MT  0.99993962   +2 05 04.2
 QQ0614;SPC SD N     -   479,005.69  2,728,735.04   sFT  0.99993962   +2 05 04.2
 QQ0614;UTM  14      - 4,996,930.004   653,027.096   MT  0.99988794   +1 22 42.3
 QQ0614
 QQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0614!SPC SD N     -   0.99991251  x   0.99993962  =   0.99985214
 QQ0614!UTM  14      -   0.99991251  x   0.99988794  =   0.99980046
 QQ0614
 QQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5302796930(NAD 83)
 QQ0614
 QQ0614                          SUPERSEDED SURVEY CONTROL
 QQ0614
 QQ0614  NAD 83(2007)-  45 06 33.37901(N)    097 03 16.94512(W) AD(2002.00) 0
 QQ0614  ELLIP H (02/10/07)  558.106  (m)                       GP(2002.00)    
 QQ0614  ELLIP H (04/15/04)  558.133  (m)                       GP(       ) 2 1
 QQ0614  NAD 83(1996)-  45 06 33.37851(N)    097 03 16.94465(W) AD(       ) B
 QQ0614  ELLIP H (04/18/97)  558.146  (m)                       GP(       ) 4 1
 QQ0614  NAVD 88             583.38   (m)         1914.0    (f) LEVELING    3  
 QQ0614
 QQ0614.Superseded values are not recommended for survey control.
 QQ0614
 QQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0614.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0614
 QQ0614_MARKER: Z = SEE DESCRIPTION
 QQ0614_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0614_STAMPING: 29-193.11
 QQ0614_MARK LOGO: NGS
 QQ0614_PROJECTION: FLUSH
 QQ0614_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0614+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 QQ0614_ROD/PIPE-DEPTH: 6.4 meters
 QQ0614_SLEEVE-DEPTH  : 1.8 meters
 QQ0614
 QQ0614  HISTORY     - Date     Condition        Report By
 QQ0614  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0614  HISTORY     - 19900721 GOOD             NGS
 QQ0614  HISTORY     - 19960624 GOOD             NGS
 QQ0614
 QQ0614                          STATION DESCRIPTION
 QQ0614
 QQ0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0614'22.9 KM (14.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0614'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.15 KM (0.09 MI)
 QQ0614'NORTH OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193) AND MILEPOST
 QQ0614'193, 119.0 M (390.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 QQ0614'LANES OF THE HIGHWAY, 37.9 M (124.3 FT) SOUTHEAST OF THE MOST
 QQ0614'SOUTHERLY OF 2 FENCE BRACE POSTS, 29.5 M (96.8 FT) NORTHEAST OF AND
 QQ0614'LEVEL WITH THE NORTHBOUND ON RAMP (EXIT 193), 0.4 M (1.3 FT) WEST OF
 QQ0614'A FENCE, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--THE DATUM
 QQ0614'POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS
 QQ0614'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 QQ0614'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 QQ0614
 QQ0614                          STATION RECOVERY (1996)
 QQ0614
 QQ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QQ0614'THE STATION IS LOCATED 16.0 MI (25.7 KM) NORTH OF WATERTOWN, 7.0 MI
 QQ0614'(11.3 KM) WEST OF SOUTH SHORE, AND 0.09 MI (0.14 KM) NORTH OF MILEPOST
 QQ0614'193 ON INTERSTATE HIGHWAY 29.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 QQ0614'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND
 QQ0614'STATE HIGHWAY 20 (EXIT 193), GO NORTH ON INTERSTATE HIGHWAY 29 FOR
 QQ0614'0.09 MI (0.14 KM) TO THE STATION OF THE RIGHT.  THE STATION IS A PUNCH
 QQ0614'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 QQ0614'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 163.5 M
 QQ0614'(536.4 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 20, 119.0 M
 QQ0614'(390.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND HIGHWAY, 29.5 M
 QQ0614'(96.8 FT) NORTHEAST OF AND LEVEL WITH THE NORTHBOUND ON-RAMP, 0.4 M
 QQ0614'(1.3 FT) WEST OF A FENCE, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST,
 QQ0614'0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND 0.1 M (0.3 FT) BELOW
 QQ0614'THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QQ0614'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0615 ***********************************************************************
 QQ0615  DESIGNATION -  I29 193.39
 QQ0615  PID         -  QQ0615
 QQ0615  STATE/COUNTY-  SD/CODINGTON
 QQ0615  COUNTRY     -  US
 QQ0615  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0615
 QQ0615                         *CURRENT SURVEY CONTROL
 QQ0615  ______________________________________________________________________
 QQ0615* NAD 83(1986) POSITION- 45 06 48.     (N) 097 03 21.     (W)   SCALED
 QQ0615* NAVD 88 ORTHO HEIGHT -   571.922 (meters)     1876.38  (feet) ADJUSTED
 QQ0615  ______________________________________________________________________
 QQ0615  GEOID HEIGHT    -        -25.296 (meters)                     GEOID18
 QQ0615  DYNAMIC HEIGHT  -        571.840 (meters)     1876.11  (feet) COMP
 QQ0615  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 QQ0615
 QQ0615  VERT ORDER      -  FIRST     CLASS II
 QQ0615
 QQ0615.The horizontal coordinates were scaled from a map and have
 QQ0615.an estimated accuracy of +/- 6 seconds.
 QQ0615
 QQ0615.The orthometric height was determined by differential leveling and
 QQ0615.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0615.in June 1991.
 QQ0615
 QQ0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0615.GEOID18 height accuracy estimate available here.
 QQ0615
 QQ0615.Click photographs - Photos may exist for this station.
 QQ0615
 QQ0615.The dynamic height is computed by dividing the NAVD 88
 QQ0615.geopotential number by the normal gravity value computed on the
 QQ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0615.degrees latitude (g = 980.6199 gals.).
 QQ0615
 QQ0615.The modeled gravity was interpolated from observed gravity values.
 QQ0615
 QQ0615;                    North         East    Units  Estimated Accuracy
 QQ0615;SPC SD N     -   146,450.      831,620.      MT  (+/- 180 meters Scaled)
 QQ0615
 QQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ529973(NAD 83)
 QQ0615
 QQ0615                          SUPERSEDED SURVEY CONTROL
 QQ0615
 QQ0615.No superseded survey control is available for this station.
 QQ0615
 QQ0615_MARKER: DB = BENCH MARK DISK
 QQ0615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0615_SP_SET: HEADWALL
 QQ0615_STAMPING: 29-193.39 1978 1875.52
 QQ0615_MARK LOGO: SDDT
 QQ0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0615+STABILITY: SURFACE MOTION
 QQ0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0615+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0615
 QQ0615  HISTORY     - Date     Condition        Report By
 QQ0615  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0615  HISTORY     - 19900721 GOOD             NGS
 QQ0615
 QQ0615                          STATION DESCRIPTION
 QQ0615
 QQ0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0615'22.5 KM (14.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0615'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 0.25 M
 QQ0615'(0.82 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 QQ0615'BOX CULVERT, 0.6 KM (0.4 MI) NORTH OF THE INTERSECTION OF STATE
 QQ0615'HIGHWAY 20 (EXIT 193) AND MILEPOST 193, 36.1 M (118.4 FT) (SLOPE
 QQ0615'MEASUREMENT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QQ0615'HIGHWAY, 4.5 M (14.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 QQ0615'(1.0 FT) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0616 ***********************************************************************
 QQ0616  DESIGNATION -  I29 193.58
 QQ0616  PID         -  QQ0616
 QQ0616  STATE/COUNTY-  SD/CODINGTON
 QQ0616  COUNTRY     -  US
 QQ0616  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0616
 QQ0616                         *CURRENT SURVEY CONTROL
 QQ0616  ______________________________________________________________________
 QQ0616* NAD 83(1986) POSITION- 45 06 57.     (N) 097 03 21.     (W)   SCALED
 QQ0616* NAVD 88 ORTHO HEIGHT -   570.971 (meters)     1873.26  (feet) ADJUSTED
 QQ0616  ______________________________________________________________________
 QQ0616  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 QQ0616  DYNAMIC HEIGHT  -        570.890 (meters)     1872.99  (feet) COMP
 QQ0616  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 QQ0616
 QQ0616  VERT ORDER      -  FIRST     CLASS II
 QQ0616
 QQ0616.The horizontal coordinates were scaled from a map and have
 QQ0616.an estimated accuracy of +/- 6 seconds.
 QQ0616
 QQ0616.The orthometric height was determined by differential leveling and
 QQ0616.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0616.in June 1991.
 QQ0616
 QQ0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0616.GEOID18 height accuracy estimate available here.
 QQ0616
 QQ0616.Click photographs - Photos may exist for this station.
 QQ0616
 QQ0616.The dynamic height is computed by dividing the NAVD 88
 QQ0616.geopotential number by the normal gravity value computed on the
 QQ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0616.degrees latitude (g = 980.6199 gals.).
 QQ0616
 QQ0616.The modeled gravity was interpolated from observed gravity values.
 QQ0616
 QQ0616;                    North         East    Units  Estimated Accuracy
 QQ0616;SPC SD N     -   146,730.      831,610.      MT  (+/- 180 meters Scaled)
 QQ0616
 QQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ529976(NAD 83)
 QQ0616
 QQ0616                          SUPERSEDED SURVEY CONTROL
 QQ0616
 QQ0616.No superseded survey control is available for this station.
 QQ0616
 QQ0616_MARKER: DB = BENCH MARK DISK
 QQ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0616_STAMPING: 29-193.58 1978 1872.42
 QQ0616_MARK LOGO: SDDT
 QQ0616_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0616+STABILITY: SURFACE MOTION
 QQ0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0616+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0616
 QQ0616  HISTORY     - Date     Condition        Report By
 QQ0616  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0616  HISTORY     - 19900721 GOOD             NGS
 QQ0616
 QQ0616                          STATION DESCRIPTION
 QQ0616
 QQ0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0616'22.2 KM (13.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0616'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.9 KM (0.6 MI) NORTH
 QQ0616'OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193) AND MILEPOST 193,
 QQ0616'30.1 M (98.8 FT) (SLOPE MEASUREMENT) EAST OF THE CENTERLINE OF THE
 QQ0616'NORTHBOUND LANES OF THE HIGHWAY, 3.0 M (9.8 FT) BELOW THE LEVEL OF
 QQ0616'THE HIGHWAY, 2.1 M (6.9 FT) SOUTH OF THE MOST SOUTHERLY OF 6 FENCE
 QQ0616'BRACE POSTS, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND
 QQ0616'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0617 ***********************************************************************
 QQ0617  DESIGNATION -  I29 194.51
 QQ0617  PID         -  QQ0617
 QQ0617  STATE/COUNTY-  SD/CODINGTON
 QQ0617  COUNTRY     -  US
 QQ0617  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0617
 QQ0617                         *CURRENT SURVEY CONTROL
 QQ0617  ______________________________________________________________________
 QQ0617* NAD 83(1986) POSITION- 45 07 56.     (N) 097 03 21.     (W)   SCALED
 QQ0617* NAVD 88 ORTHO HEIGHT -   578.808 (meters)     1898.97  (feet) ADJUSTED
 QQ0617  ______________________________________________________________________
 QQ0617  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 QQ0617  DYNAMIC HEIGHT  -        578.726 (meters)     1898.70  (feet) COMP
 QQ0617  MODELED GRAVITY -    980,456.6   (mgal)                       NAVD 88
 QQ0617
 QQ0617  VERT ORDER      -  FIRST     CLASS II
 QQ0617
 QQ0617.The horizontal coordinates were scaled from a map and have
 QQ0617.an estimated accuracy of +/- 6 seconds.
 QQ0617
 QQ0617.The orthometric height was determined by differential leveling and
 QQ0617.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0617.in June 1991.
 QQ0617
 QQ0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0617.GEOID18 height accuracy estimate available here.
 QQ0617
 QQ0617.Click photographs - Photos may exist for this station.
 QQ0617
 QQ0617.The dynamic height is computed by dividing the NAVD 88
 QQ0617.geopotential number by the normal gravity value computed on the
 QQ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0617.degrees latitude (g = 980.6199 gals.).
 QQ0617
 QQ0617.The modeled gravity was interpolated from observed gravity values.
 QQ0617
 QQ0617;                    North         East    Units  Estimated Accuracy
 QQ0617;SPC SD N     -   148,550.      831,540.      MT  (+/- 180 meters Scaled)
 QQ0617
 QQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ528994(NAD 83)
 QQ0617
 QQ0617                          SUPERSEDED SURVEY CONTROL
 QQ0617
 QQ0617.No superseded survey control is available for this station.
 QQ0617
 QQ0617_MARKER: DB = BENCH MARK DISK
 QQ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0617_STAMPING: 29-194.51 1978 1898.17
 QQ0617_MARK LOGO: SDDT
 QQ0617_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0617+STABILITY: SURFACE MOTION
 QQ0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0617+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0617
 QQ0617  HISTORY     - Date     Condition        Report By
 QQ0617  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0617  HISTORY     - 19900721 GOOD             NGS
 QQ0617
 QQ0617                          STATION DESCRIPTION
 QQ0617
 QQ0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0617'20.7 KM (12.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0617'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 2.4 KM (1.5 MI) NORTH
 QQ0617'OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193), 0.8 KM (0.5 MI)
 QQ0617'NORTH OF MILEPOST 194, 38.2 M (125.3 FT) SOUTH OF A T-FENCE CORNER,
 QQ0617'29.3 M (96.1 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 QQ0617'NORTHBOUND LANES OF THE HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS
 QQ0617'POST AND FENCE, AND THE MONUMENT IS 0.05 M (0.16 FT) BELOW THE GROUND
 QQ0617'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0618 ***********************************************************************
 QQ0618  DESIGNATION -  I29 194.93
 QQ0618  PID         -  QQ0618
 QQ0618  STATE/COUNTY-  SD/CODINGTON
 QQ0618  COUNTRY     -  US
 QQ0618  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0618
 QQ0618                         *CURRENT SURVEY CONTROL
 QQ0618  ______________________________________________________________________
 QQ0618* NAD 83(1986) POSITION- 45 08 09.     (N) 097 03 20.     (W)   SCALED
 QQ0618* NAVD 88 ORTHO HEIGHT -   570.693 (meters)     1872.35  (feet) ADJUSTED
 QQ0618  ______________________________________________________________________
 QQ0618  GEOID HEIGHT    -        -25.309 (meters)                     GEOID18
 QQ0618  DYNAMIC HEIGHT  -        570.612 (meters)     1872.08  (feet) COMP
 QQ0618  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 QQ0618
 QQ0618  VERT ORDER      -  FIRST     CLASS II
 QQ0618
 QQ0618.The horizontal coordinates were scaled from a map and have
 QQ0618.an estimated accuracy of +/- 6 seconds.
 QQ0618
 QQ0618.The orthometric height was determined by differential leveling and
 QQ0618.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0618.in June 1991.
 QQ0618
 QQ0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0618.GEOID18 height accuracy estimate available here.
 QQ0618
 QQ0618.Click photographs - Photos may exist for this station.
 QQ0618
 QQ0618.The dynamic height is computed by dividing the NAVD 88
 QQ0618.geopotential number by the normal gravity value computed on the
 QQ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0618.degrees latitude (g = 980.6199 gals.).
 QQ0618
 QQ0618.The modeled gravity was interpolated from observed gravity values.
 QQ0618
 QQ0618;                    North         East    Units  Estimated Accuracy
 QQ0618;SPC SD N     -   148,950.      831,550.      MT  (+/- 180 meters Scaled)
 QQ0618
 QQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ528998(NAD 83)
 QQ0618
 QQ0618                          SUPERSEDED SURVEY CONTROL
 QQ0618
 QQ0618.No superseded survey control is available for this station.
 QQ0618
 QQ0618_MARKER: DB = BENCH MARK DISK
 QQ0618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0618_SP_SET: HEADWALL
 QQ0618_STAMPING: 29-194.93 1978 1871.48
 QQ0618_MARK LOGO: SDDT
 QQ0618_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0618+STABILITY: SURFACE MOTION
 QQ0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0618+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0618
 QQ0618  HISTORY     - Date     Condition        Report By
 QQ0618  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0618  HISTORY     - 19900721 GOOD             NGS
 QQ0618
 QQ0618                          STATION DESCRIPTION
 QQ0618
 QQ0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0618'20.0 KM (12.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0618'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), NEAR THE CENTER OF THE
 QQ0618'EAST CONCRETE HEADWALL OF A BOX CULVERT, 3.1 KM (1.9 MI) NORTH OF THE
 QQ0618'INTERSECTION OF STATE HIGHWAY 20 (EXIT 193), 1.5 KM (0.9 MI) NORTH OF
 QQ0618'MILEPOST 194, 22.2 M (72.8 FT) EAST OF THE CENTERLINE OF THE
 QQ0618'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 QQ0618'THE HIGHWAY, AND 1.05 M (3.44 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0619 ***********************************************************************
 QQ0619  DESIGNATION -  I29 195.49
 QQ0619  PID         -  QQ0619
 QQ0619  STATE/COUNTY-  SD/CODINGTON
 QQ0619  COUNTRY     -  US
 QQ0619  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0619
 QQ0619                         *CURRENT SURVEY CONTROL
 QQ0619  ______________________________________________________________________
 QQ0619* NAD 83(1986) POSITION- 45 08 36.     (N) 097 03 19.     (W)   SCALED
 QQ0619* NAVD 88 ORTHO HEIGHT -   579.486 (meters)     1901.20  (feet) ADJUSTED
 QQ0619  ______________________________________________________________________
 QQ0619  GEOID HEIGHT    -        -25.312 (meters)                     GEOID18
 QQ0619  DYNAMIC HEIGHT  -        579.404 (meters)     1900.93  (feet) COMP
 QQ0619  MODELED GRAVITY -    980,457.2   (mgal)                       NAVD 88
 QQ0619
 QQ0619  VERT ORDER      -  FIRST     CLASS II
 QQ0619
 QQ0619.The horizontal coordinates were scaled from a map and have
 QQ0619.an estimated accuracy of +/- 6 seconds.
 QQ0619
 QQ0619.The orthometric height was determined by differential leveling and
 QQ0619.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0619.in June 1991.
 QQ0619
 QQ0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0619.GEOID18 height accuracy estimate available here.
 QQ0619
 QQ0619.Click photographs - Photos may exist for this station.
 QQ0619
 QQ0619.The dynamic height is computed by dividing the NAVD 88
 QQ0619.geopotential number by the normal gravity value computed on the
 QQ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0619.degrees latitude (g = 980.6199 gals.).
 QQ0619
 QQ0619.The modeled gravity was interpolated from observed gravity values.
 QQ0619
 QQ0619;                    North         East    Units  Estimated Accuracy
 QQ0619;SPC SD N     -   149,780.      831,540.      MT  (+/- 180 meters Scaled)
 QQ0619
 QQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528007(NAD 83)
 QQ0619
 QQ0619                          SUPERSEDED SURVEY CONTROL
 QQ0619
 QQ0619.No superseded survey control is available for this station.
 QQ0619
 QQ0619_MARKER: DB = BENCH MARK DISK
 QQ0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0619_STAMPING: 29-195.49 1978 1900.38
 QQ0619_MARK LOGO: SDDT
 QQ0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0619+STABILITY: SURFACE MOTION
 QQ0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0619+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0619
 QQ0619  HISTORY     - Date     Condition        Report By
 QQ0619  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0619  HISTORY     - 19900721 GOOD             NGS
 QQ0619
 QQ0619                          STATION DESCRIPTION
 QQ0619
 QQ0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0619'19.1 KM (11.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0619'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 4.0 KM (2.5 MI) NORTH
 QQ0619'OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193), 0.8 KM (0.5 MI)
 QQ0619'NORTH OF MILEPOST 195, 61.9 M (203.1 FT) NORTH OF THE MOST NORTHERLY
 QQ0619'OF 2 FENCE BRACE POSTS, 29.5 M (96.8 FT) EAST OF THE CENTERLINE OF
 QQ0619'THE NORTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL
 QQ0619'OF THE HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE,
 QQ0619'AND THE MONUMENT PROJECTS 0.04 ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0620 ***********************************************************************
 QQ0620  DESIGNATION -  I29 195.75
 QQ0620  PID         -  QQ0620
 QQ0620  STATE/COUNTY-  SD/CODINGTON
 QQ0620  COUNTRY     -  US
 QQ0620  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0620
 QQ0620                         *CURRENT SURVEY CONTROL
 QQ0620  ______________________________________________________________________
 QQ0620* NAD 83(1986) POSITION- 45 08 50.     (N) 097 03 20.     (W)   SCALED
 QQ0620* NAVD 88 ORTHO HEIGHT -   577.518 (meters)     1894.74  (feet) ADJUSTED
 QQ0620  ______________________________________________________________________
 QQ0620  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 QQ0620  DYNAMIC HEIGHT  -        577.437 (meters)     1894.47  (feet) COMP
 QQ0620  MODELED GRAVITY -    980,457.4   (mgal)                       NAVD 88
 QQ0620
 QQ0620  VERT ORDER      -  FIRST     CLASS II
 QQ0620
 QQ0620.The horizontal coordinates were scaled from a map and have
 QQ0620.an estimated accuracy of +/- 6 seconds.
 QQ0620
 QQ0620.The orthometric height was determined by differential leveling and
 QQ0620.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0620.in June 1991.
 QQ0620
 QQ0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0620.GEOID18 height accuracy estimate available here.
 QQ0620
 QQ0620.Click photographs - Photos may exist for this station.
 QQ0620
 QQ0620.The dynamic height is computed by dividing the NAVD 88
 QQ0620.geopotential number by the normal gravity value computed on the
 QQ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0620.degrees latitude (g = 980.6199 gals.).
 QQ0620
 QQ0620.The modeled gravity was interpolated from observed gravity values.
 QQ0620
 QQ0620;                    North         East    Units  Estimated Accuracy
 QQ0620;SPC SD N     -   150,210.      831,500.      MT  (+/- 180 meters Scaled)
 QQ0620
 QQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528011(NAD 83)
 QQ0620
 QQ0620                          SUPERSEDED SURVEY CONTROL
 QQ0620
 QQ0620.No superseded survey control is available for this station.
 QQ0620
 QQ0620_MARKER: DB = BENCH MARK DISK
 QQ0620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0620_SP_SET: HEADWALL
 QQ0620_STAMPING: 29-195.75 1978 1893.89
 QQ0620_MARK LOGO: SDDT
 QQ0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0620+STABILITY: SURFACE MOTION
 QQ0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0620+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0620
 QQ0620  HISTORY     - Date     Condition        Report By
 QQ0620  HISTORY     - 1978     MONUMENTED       SDDT
 QQ0620  HISTORY     - 19900721 GOOD             NGS
 QQ0620
 QQ0620                          STATION DESCRIPTION
 QQ0620
 QQ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0620'18.7 KM (11.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0620'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 0.3 M
 QQ0620'(1.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 QQ0620'BOX CULVERT, 4.4 KM (2.7 MI) NORTH OF THE INTERSECTION OF STATE
 QQ0620'HIGHWAY 20 (EXIT 193), 1.2 KM (0.7 MI) NORTH OF MILEPOST 195, 23.2 M
 QQ0620'(76.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QQ0620'HIGHWAY, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M
 QQ0620'(2.6 FT) SOUTH OF A WITNESS POST AND FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0621 ***********************************************************************
 QQ0621  DESIGNATION -  I29 196.50
 QQ0621  PID         -  QQ0621
 QQ0621  STATE/COUNTY-  SD/GRANT
 QQ0621  COUNTRY     -  US
 QQ0621  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0621
 QQ0621                         *CURRENT SURVEY CONTROL
 QQ0621  ______________________________________________________________________
 QQ0621* NAD 83(1986) POSITION- 45 09 29.     (N) 097 03 20.     (W)   SCALED
 QQ0621* NAVD 88 ORTHO HEIGHT -   593.271 (meters)     1946.42  (feet) ADJUSTED
 QQ0621  ______________________________________________________________________
 QQ0621  GEOID HEIGHT    -        -25.317 (meters)                     GEOID18
 QQ0621  DYNAMIC HEIGHT  -        593.188 (meters)     1946.15  (feet) COMP
 QQ0621  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 QQ0621
 QQ0621  VERT ORDER      -  FIRST     CLASS II
 QQ0621
 QQ0621.The horizontal coordinates were scaled from a map and have
 QQ0621.an estimated accuracy of +/- 6 seconds.
 QQ0621
 QQ0621.The orthometric height was determined by differential leveling and
 QQ0621.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0621.in June 1991.
 QQ0621
 QQ0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0621.GEOID18 height accuracy estimate available here.
 QQ0621
 QQ0621.Click photographs - Photos may exist for this station.
 QQ0621
 QQ0621.The dynamic height is computed by dividing the NAVD 88
 QQ0621.geopotential number by the normal gravity value computed on the
 QQ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0621.degrees latitude (g = 980.6199 gals.).
 QQ0621
 QQ0621.The modeled gravity was interpolated from observed gravity values.
 QQ0621
 QQ0621;                    North         East    Units  Estimated Accuracy
 QQ0621;SPC SD N     -   151,420.      831,460.      MT  (+/- 180 meters Scaled)
 QQ0621
 QQ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528023(NAD 83)
 QQ0621
 QQ0621                          SUPERSEDED SURVEY CONTROL
 QQ0621
 QQ0621.No superseded survey control is available for this station.
 QQ0621
 QQ0621_MARKER: DB = BENCH MARK DISK
 QQ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0621_STAMPING: 29-196.50 19 1945.72
 QQ0621_MARK LOGO: SDDT
 QQ0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0621+STABILITY: SURFACE MOTION
 QQ0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0621+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0621
 QQ0621  HISTORY     - Date     Condition        Report By
 QQ0621  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0621  HISTORY     - 19900721 GOOD             NGS
 QQ0621
 QQ0621                          STATION DESCRIPTION
 QQ0621
 QQ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0621'17.5 KM (10.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0621'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 5.6 KM (3.5 MI) NORTH
 QQ0621'OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193), 0.8 KM (0.5 MI)
 QQ0621'NORTH OF MILEPOST 196, 29.4 M (96.5 FT) EAST OF THE CENTERLINE OF THE
 QQ0621'NORTHBOUND LANES OF THE HIGHWAY, 26.2 M (86.0 FT) NORTH OF A T-FENCE
 QQ0621'CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M
 QQ0621'(0.82 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 QQ0621'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0622 ***********************************************************************
 QQ0622  DESIGNATION -  I29 197.50
 QQ0622  PID         -  QQ0622
 QQ0622  STATE/COUNTY-  SD/GRANT
 QQ0622  COUNTRY     -  US
 QQ0622  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0622
 QQ0622                         *CURRENT SURVEY CONTROL
 QQ0622  ______________________________________________________________________
 QQ0622* NAD 83(1986) POSITION- 45 10 22.     (N) 097 03 21.     (W)   SCALED
 QQ0622* NAVD 88 ORTHO HEIGHT -   600.464 (meters)     1970.02  (feet) ADJUSTED
 QQ0622  ______________________________________________________________________
 QQ0622  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 QQ0622  DYNAMIC HEIGHT  -        600.381 (meters)     1969.75  (feet) COMP
 QQ0622  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 QQ0622
 QQ0622  VERT ORDER      -  FIRST     CLASS II
 QQ0622
 QQ0622.The horizontal coordinates were scaled from a map and have
 QQ0622.an estimated accuracy of +/- 6 seconds.
 QQ0622
 QQ0622.The orthometric height was determined by differential leveling and
 QQ0622.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0622.in June 1991.
 QQ0622
 QQ0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0622.GEOID18 height accuracy estimate available here.
 QQ0622
 QQ0622.Click photographs - Photos may exist for this station.
 QQ0622
 QQ0622.The dynamic height is computed by dividing the NAVD 88
 QQ0622.geopotential number by the normal gravity value computed on the
 QQ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0622.degrees latitude (g = 980.6199 gals.).
 QQ0622
 QQ0622.The modeled gravity was interpolated from observed gravity values.
 QQ0622
 QQ0622;                    North         East    Units  Estimated Accuracy
 QQ0622;SPC SD N     -   153,050.      831,380.      MT  (+/- 180 meters Scaled)
 QQ0622
 QQ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527039(NAD 83)
 QQ0622
 QQ0622                          SUPERSEDED SURVEY CONTROL
 QQ0622
 QQ0622.No superseded survey control is available for this station.
 QQ0622
 QQ0622_MARKER: DB = BENCH MARK DISK
 QQ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0622_STAMPING: 29-197.50 19 1969.31
 QQ0622_MARK LOGO: SDDT
 QQ0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0622+STABILITY: SURFACE MOTION
 QQ0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0622+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0622
 QQ0622  HISTORY     - Date     Condition        Report By
 QQ0622  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0622  HISTORY     - 19900721 GOOD             NGS
 QQ0622
 QQ0622                          STATION DESCRIPTION
 QQ0622
 QQ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0622'15.9 KM (9.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0622'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 7.3 KM (4.5 MI) NORTH
 QQ0622'OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193), 0.8 KM (0.5 MI)
 QQ0622'NORTH OF MILEPOST 197, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0622'NORTHBOUND LANES OF THE HIGHWAY, 11.8 M (38.7 FT) NORTH OF A T-FENCE
 QQ0622'CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M
 QQ0622'(0.82 FT) WEST OF A WITNESS POST AND FENCE, AND THE CONCRETE MONUMENT
 QQ0622'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0623 ***********************************************************************
 QQ0623  DESIGNATION -  I29 197.98
 QQ0623  PID         -  QQ0623
 QQ0623  STATE/COUNTY-  SD/GRANT
 QQ0623  COUNTRY     -  US
 QQ0623  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0623
 QQ0623                         *CURRENT SURVEY CONTROL
 QQ0623  ______________________________________________________________________
 QQ0623* NAD 83(1986) POSITION- 45 10 47.     (N) 097 03 22.     (W)   SCALED
 QQ0623* NAVD 88 ORTHO HEIGHT -   600.110 (meters)     1968.86  (feet) ADJUSTED
 QQ0623  ______________________________________________________________________
 QQ0623  GEOID HEIGHT    -        -25.321 (meters)                     GEOID18
 QQ0623  DYNAMIC HEIGHT  -        600.027 (meters)     1968.59  (feet) COMP
 QQ0623  MODELED GRAVITY -    980,459.5   (mgal)                       NAVD 88
 QQ0623
 QQ0623  VERT ORDER      -  FIRST     CLASS II
 QQ0623
 QQ0623.The horizontal coordinates were scaled from a map and have
 QQ0623.an estimated accuracy of +/- 6 seconds.
 QQ0623
 QQ0623.The orthometric height was determined by differential leveling and
 QQ0623.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0623.in June 1991.
 QQ0623
 QQ0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0623.GEOID18 height accuracy estimate available here.
 QQ0623
 QQ0623.Click photographs - Photos may exist for this station.
 QQ0623
 QQ0623.The dynamic height is computed by dividing the NAVD 88
 QQ0623.geopotential number by the normal gravity value computed on the
 QQ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0623.degrees latitude (g = 980.6199 gals.).
 QQ0623
 QQ0623.The modeled gravity was interpolated from observed gravity values.
 QQ0623
 QQ0623;                    North         East    Units  Estimated Accuracy
 QQ0623;SPC SD N     -   153,820.      831,330.      MT  (+/- 180 meters Scaled)
 QQ0623
 QQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527047(NAD 83)
 QQ0623
 QQ0623                          SUPERSEDED SURVEY CONTROL
 QQ0623
 QQ0623.No superseded survey control is available for this station.
 QQ0623
 QQ0623_MARKER: DB = BENCH MARK DISK
 QQ0623_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0623_SP_SET: ABUTMENT
 QQ0623_STAMPING: 29-197.98 19 1968.13
 QQ0623_MARK LOGO: SDDT
 QQ0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0623+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0623
 QQ0623  HISTORY     - Date     Condition        Report By
 QQ0623  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0623  HISTORY     - 19900721 GOOD             NGS
 QQ0623
 QQ0623                          STATION DESCRIPTION
 QQ0623
 QQ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0623'15.1 KM (9.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0623'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 0.9 M
 QQ0623'(3.0 FT) WEST OF THE EAST END OF THE SOUTH ABUTMENT OF THE HIGHWAY
 QQ0623'OVERPASS OF A COUNTY ROAD, AND 7.3 M (24.0 FT) EAST OF AND LEVEL WITH
 QQ0623'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0624 ***********************************************************************
 QQ0624  DESIGNATION -  I29 198.00
 QQ0624  PID         -  QQ0624
 QQ0624  STATE/COUNTY-  SD/GRANT
 QQ0624  COUNTRY     -  US
 QQ0624  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0624
 QQ0624                         *CURRENT SURVEY CONTROL
 QQ0624  ______________________________________________________________________
 QQ0624* NAD 83(1986) POSITION- 45 10 44.     (N) 097 03 24.     (W)   SCALED
 QQ0624* NAVD 88 ORTHO HEIGHT -   597.797 (meters)     1961.27  (feet) ADJUSTED
 QQ0624  ______________________________________________________________________
 QQ0624  GEOID HEIGHT    -        -25.321 (meters)                     GEOID18
 QQ0624  DYNAMIC HEIGHT  -        597.714 (meters)     1961.00  (feet) COMP
 QQ0624  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 QQ0624
 QQ0624  VERT ORDER      -  FIRST     CLASS II
 QQ0624
 QQ0624.The horizontal coordinates were scaled from a map and have
 QQ0624.an estimated accuracy of +/- 6 seconds.
 QQ0624
 QQ0624.The orthometric height was determined by differential leveling and
 QQ0624.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0624.in June 1991.
 QQ0624
 QQ0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0624.GEOID18 height accuracy estimate available here.
 QQ0624
 QQ0624.Click photographs - Photos may exist for this station.
 QQ0624
 QQ0624.The dynamic height is computed by dividing the NAVD 88
 QQ0624.geopotential number by the normal gravity value computed on the
 QQ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0624.degrees latitude (g = 980.6199 gals.).
 QQ0624
 QQ0624.The modeled gravity was interpolated from observed gravity values.
 QQ0624
 QQ0624;                    North         East    Units  Estimated Accuracy
 QQ0624;SPC SD N     -   153,730.      831,290.      MT  (+/- 180 meters Scaled)
 QQ0624
 QQ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR526046(NAD 83)
 QQ0624
 QQ0624                          SUPERSEDED SURVEY CONTROL
 QQ0624
 QQ0624.No superseded survey control is available for this station.
 QQ0624
 QQ0624_MARKER: Z = SEE DESCRIPTION
 QQ0624_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0624_MARK LOGO: SDDT
 QQ0624_PROJECTION: RECESSED 4 CENTIMETERS
 QQ0624_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0624+STABILITY: POSITION/ELEVATION WELL
 QQ0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0624+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0624_ROD/PIPE-DEPTH: 6.4 meters
 QQ0624_SLEEVE-DEPTH  : 2.0 meters
 QQ0624
 QQ0624  HISTORY     - Date     Condition        Report By
 QQ0624  HISTORY     - 1984     MONUMENTED       SDDT
 QQ0624  HISTORY     - 19900721 GOOD             NGS
 QQ0624
 QQ0624                          STATION DESCRIPTION
 QQ0624
 QQ0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0624'15.0 KM (9.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0624'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 8.2 KM (5.1 MI) NORTH
 QQ0624'OF THE INTERSECTION OF STATE HIGHWAY 20 (EXIT 193), 74.5 M
 QQ0624'(244.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHBOUND
 QQ0624'HIGHWAY OVERPASS OF A COUNTY ROAD, 66.7 M (218.8 FT) NORTH-NORTHWEST
 QQ0624'OF MILEPOST 198, 29.0 M (95.1 FT) WEST OF AND LEVEL WITH THE
 QQ0624'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.4 M
 QQ0624'(1.3 FT) WEST OF A WITNESS POST, AND 0.25 M (0.82 FT) EAST OF A
 QQ0624'FENCE.  NOTE--THE DATUM POINT IS AN IRON PIPE CAP THAT IS ATTACHED TO
 QQ0624'A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 QQ0624'4-INCH PVC SCREW CAP.  THE MONUMENT IS UNSTAMPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0625 ***********************************************************************
 QQ0625  DESIGNATION -  I29 198.5
 QQ0625  PID         -  QQ0625
 QQ0625  STATE/COUNTY-  SD/GRANT
 QQ0625  COUNTRY     -  US
 QQ0625  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0625
 QQ0625                         *CURRENT SURVEY CONTROL
 QQ0625  ______________________________________________________________________
 QQ0625* NAD 83(1986) POSITION- 45 11 14.     (N) 097 03 22.     (W)   SCALED
 QQ0625* NAVD 88 ORTHO HEIGHT -   597.394 (meters)     1959.95  (feet) ADJUSTED
 QQ0625  ______________________________________________________________________
 QQ0625  GEOID HEIGHT    -        -25.322 (meters)                     GEOID18
 QQ0625  DYNAMIC HEIGHT  -        597.312 (meters)     1959.68  (feet) COMP
 QQ0625  MODELED GRAVITY -    980,460.2   (mgal)                       NAVD 88
 QQ0625
 QQ0625  VERT ORDER      -  FIRST     CLASS II
 QQ0625
 QQ0625.The horizontal coordinates were scaled from a map and have
 QQ0625.an estimated accuracy of +/- 6 seconds.
 QQ0625
 QQ0625.The orthometric height was determined by differential leveling and
 QQ0625.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0625.in June 1991.
 QQ0625
 QQ0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0625.GEOID18 height accuracy estimate available here.
 QQ0625
 QQ0625.Click photographs - Photos may exist for this station.
 QQ0625
 QQ0625.The dynamic height is computed by dividing the NAVD 88
 QQ0625.geopotential number by the normal gravity value computed on the
 QQ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0625.degrees latitude (g = 980.6199 gals.).
 QQ0625
 QQ0625.The modeled gravity was interpolated from observed gravity values.
 QQ0625
 QQ0625;                    North         East    Units  Estimated Accuracy
 QQ0625;SPC SD N     -   154,650.      831,300.      MT  (+/- 180 meters Scaled)
 QQ0625
 QQ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527055(NAD 83)
 QQ0625
 QQ0625                          SUPERSEDED SURVEY CONTROL
 QQ0625
 QQ0625.No superseded survey control is available for this station.
 QQ0625
 QQ0625_MARKER: DB = BENCH MARK DISK
 QQ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0625_STAMPING: 29-198.5 19 1959.19
 QQ0625_MARK LOGO: SDDT
 QQ0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0625+STABILITY: SURFACE MOTION
 QQ0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0625+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0625
 QQ0625  HISTORY     - Date     Condition        Report By
 QQ0625  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0625  HISTORY     - 19900721 GOOD             NGS
 QQ0625
 QQ0625                          STATION DESCRIPTION
 QQ0625
 QQ0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0625'14.2 KM (8.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0625'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 4.3 KM (2.7 MI) SOUTH
 QQ0625'OF THE INTERSECTION OF A COUNTY ROAD (EXIT 201), 0.8 KM (0.5 MI)
 QQ0625'NORTH OF MILEPOST 198, 29.4 M (96.5 FT) EAST OF THE CENTERLINE OF THE
 QQ0625'NORTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 QQ0625'THE HIGHWAY, 1.35 M (4.43 FT) NORTH OF A T-FENCE CORNER, 0.25 M
 QQ0625'(0.82 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.04
 QQ0625'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0626 ***********************************************************************
 QQ0626  DESIGNATION -  I29 199.55
 QQ0626  PID         -  QQ0626
 QQ0626  STATE/COUNTY-  SD/GRANT
 QQ0626  COUNTRY     -  US
 QQ0626  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0626
 QQ0626                         *CURRENT SURVEY CONTROL
 QQ0626  ______________________________________________________________________
 QQ0626* NAD 83(1986) POSITION- 45 12 07.     (N) 097 03 09.     (W)   SCALED
 QQ0626* NAVD 88 ORTHO HEIGHT -   600.358 (meters)     1969.67  (feet) ADJUSTED
 QQ0626  ______________________________________________________________________
 QQ0626  GEOID HEIGHT    -        -25.327 (meters)                     GEOID18
 QQ0626  DYNAMIC HEIGHT  -        600.277 (meters)     1969.41  (feet) COMP
 QQ0626  MODELED GRAVITY -    980,461.8   (mgal)                       NAVD 88
 QQ0626
 QQ0626  VERT ORDER      -  FIRST     CLASS II
 QQ0626
 QQ0626.The horizontal coordinates were scaled from a map and have
 QQ0626.an estimated accuracy of +/- 6 seconds.
 QQ0626
 QQ0626.The orthometric height was determined by differential leveling and
 QQ0626.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0626.in June 1991.
 QQ0626
 QQ0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0626.GEOID18 height accuracy estimate available here.
 QQ0626
 QQ0626.Click photographs - Photos may exist for this station.
 QQ0626
 QQ0626.The dynamic height is computed by dividing the NAVD 88
 QQ0626.geopotential number by the normal gravity value computed on the
 QQ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0626.degrees latitude (g = 980.6199 gals.).
 QQ0626
 QQ0626.The modeled gravity was interpolated from observed gravity values.
 QQ0626
 QQ0626;                    North         East    Units  Estimated Accuracy
 QQ0626;SPC SD N     -   156,300.      831,520.      MT  (+/- 180 meters Scaled)
 QQ0626
 QQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR529072(NAD 83)
 QQ0626
 QQ0626                          SUPERSEDED SURVEY CONTROL
 QQ0626
 QQ0626.No superseded survey control is available for this station.
 QQ0626
 QQ0626_MARKER: DB = BENCH MARK DISK
 QQ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0626_STAMPING: 29-199.55
 QQ0626_MARK LOGO: SDDT
 QQ0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0626+STABILITY: SURFACE MOTION
 QQ0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0626+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0626
 QQ0626  HISTORY     - Date     Condition        Report By
 QQ0626  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0626  HISTORY     - 19900721 GOOD             NGS
 QQ0626
 QQ0626                          STATION DESCRIPTION
 QQ0626
 QQ0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0626'12.6 KM (7.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0626'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 2.5 KM (1.6 MI) SOUTH
 QQ0626'OF THE INTERSECTION OF A COUNTY ROAD (EXIT 201), 0.85 KM (0.53 MI)
 QQ0626'NORTH OF MILEPOST 199, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 QQ0626'NORTHBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT) NORTH OF THE MOST
 QQ0626'SOUTHERLY OF 2 FENCE BRACE POSTS, 1.6 M (5.2 FT) WEST OF A FENCE
 QQ0626'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M
 QQ0626'(0.7 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.04
 QQ0626'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0627 ***********************************************************************
 QQ0627  DESIGNATION -  I29 200.56
 QQ0627  PID         -  QQ0627
 QQ0627  STATE/COUNTY-  SD/GRANT
 QQ0627  COUNTRY     -  US
 QQ0627  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0627
 QQ0627                         *CURRENT SURVEY CONTROL
 QQ0627  ______________________________________________________________________
 QQ0627* NAD 83(1986) POSITION- 45 13 00.     (N) 097 03 01.     (W)   SCALED
 QQ0627* NAVD 88 ORTHO HEIGHT -   584.796 (meters)     1918.62  (feet) ADJUSTED
 QQ0627  ______________________________________________________________________
 QQ0627  GEOID HEIGHT    -        -25.332 (meters)                     GEOID18
 QQ0627  DYNAMIC HEIGHT  -        584.718 (meters)     1918.36  (feet) COMP
 QQ0627  MODELED GRAVITY -    980,463.5   (mgal)                       NAVD 88
 QQ0627
 QQ0627  VERT ORDER      -  FIRST     CLASS II
 QQ0627
 QQ0627.The horizontal coordinates were scaled from a map and have
 QQ0627.an estimated accuracy of +/- 6 seconds.
 QQ0627
 QQ0627.The orthometric height was determined by differential leveling and
 QQ0627.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0627.in June 1991.
 QQ0627
 QQ0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0627.GEOID18 height accuracy estimate available here.
 QQ0627
 QQ0627.Click photographs - Photos may exist for this station.
 QQ0627
 QQ0627.The dynamic height is computed by dividing the NAVD 88
 QQ0627.geopotential number by the normal gravity value computed on the
 QQ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0627.degrees latitude (g = 980.6199 gals.).
 QQ0627
 QQ0627.The modeled gravity was interpolated from observed gravity values.
 QQ0627
 QQ0627;                    North         East    Units  Estimated Accuracy
 QQ0627;SPC SD N     -   157,940.      831,630.      MT  (+/- 180 meters Scaled)
 QQ0627
 QQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR530088(NAD 83)
 QQ0627
 QQ0627                          SUPERSEDED SURVEY CONTROL
 QQ0627
 QQ0627.No superseded survey control is available for this station.
 QQ0627
 QQ0627_MARKER: DB = BENCH MARK DISK
 QQ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0627_STAMPING: 29-200.56 19 1917.82
 QQ0627_MARK LOGO: SDDT
 QQ0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0627+STABILITY: SURFACE MOTION
 QQ0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0627+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0627
 QQ0627  HISTORY     - Date     Condition        Report By
 QQ0627  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0627  HISTORY     - 19900721 GOOD             NGS
 QQ0627
 QQ0627                          STATION DESCRIPTION
 QQ0627
 QQ0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0627'11.0 KM (6.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0627'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.9 KM (0.6 MI) NORTH
 QQ0627'OF MILEPOST 200, 0.85 KM (0.53 MI) SOUTH OF THE INTERSECTION OF A
 QQ0627'COUNTY ROAD (EXIT 201), 29.1 M (95.5 FT) EAST OF AND LEVEL WITH THE
 QQ0627'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.8 M (84.6 FT)
 QQ0627'SOUTH OF THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, 0.25 M (0.82 FT)
 QQ0627'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 QQ0627'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0629 ***********************************************************************
 QQ0629  DESIGNATION -  I29 201.05
 QQ0629  PID         -  QQ0629
 QQ0629  STATE/COUNTY-  SD/GRANT
 QQ0629  COUNTRY     -  US
 QQ0629  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0629
 QQ0629                         *CURRENT SURVEY CONTROL
 QQ0629  ______________________________________________________________________
 QQ0629* NAD 83(1986) POSITION- 45 13 38.     (N) 097 03 05.     (W)   SCALED
 QQ0629* NAVD 88 ORTHO HEIGHT -   591.232 (meters)     1939.73  (feet) ADJUSTED
 QQ0629  ______________________________________________________________________
 QQ0629  GEOID HEIGHT    -        -25.332 (meters)                     GEOID18
 QQ0629  DYNAMIC HEIGHT  -        591.154 (meters)     1939.48  (feet) COMP
 QQ0629  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 QQ0629
 QQ0629  VERT ORDER      -  FIRST     CLASS II
 QQ0629
 QQ0629.The horizontal coordinates were scaled from a map and have
 QQ0629.an estimated accuracy of +/- 6 seconds.
 QQ0629
 QQ0629.The orthometric height was determined by differential leveling and
 QQ0629.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0629.in June 1991.
 QQ0629
 QQ0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0629.GEOID18 height accuracy estimate available here.
 QQ0629
 QQ0629.Click photographs - Photos may exist for this station.
 QQ0629
 QQ0629.The dynamic height is computed by dividing the NAVD 88
 QQ0629.geopotential number by the normal gravity value computed on the
 QQ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0629.degrees latitude (g = 980.6199 gals.).
 QQ0629
 QQ0629.The modeled gravity was interpolated from observed gravity values.
 QQ0629
 QQ0629;                    North         East    Units  Estimated Accuracy
 QQ0629;SPC SD N     -   159,110.      831,500.      MT  (+/- 180 meters Scaled)
 QQ0629
 QQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR529100(NAD 83)
 QQ0629
 QQ0629                          SUPERSEDED SURVEY CONTROL
 QQ0629
 QQ0629.No superseded survey control is available for this station.
 QQ0629
 QQ0629_MARKER: Z = SEE DESCRIPTION
 QQ0629_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0629_MARK LOGO: NONE
 QQ0629_PROJECTION: FLUSH
 QQ0629_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0629+STABILITY: POSITION/ELEVATION WELL
 QQ0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0629+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0629_ROD/PIPE-DEPTH: 6.4 meters
 QQ0629_SLEEVE-DEPTH  : 2.0 meters
 QQ0629
 QQ0629  HISTORY     - Date     Condition        Report By
 QQ0629  HISTORY     - 1984     MONUMENTED       SDDT
 QQ0629  HISTORY     - 19900721 GOOD             NGS
 QQ0629
 QQ0629                          STATION DESCRIPTION
 QQ0629
 QQ0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0629'9.7 KM (6.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0629'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.5 KM (0.3 MI) NORTH
 QQ0629'OF MILEPOST 201, 0.35 KM (0.22 MI) NORTH OF THE INTERSECTION OF A
 QQ0629'COUNTY ROAD (EXIT 201), 39.0 M (128.0 FT) WEST OF AND LEVEL WITH THE
 QQ0629'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 35.2 M (115.5 FT)
 QQ0629'SOUTH OF THE MOST SOUTHERLY OF 6 FENCE BRACE POSTS, 31.2 M (102.4 FT)
 QQ0629'WEST OF THE CENTER OF THE SOUTHBOUND OFF RAMP, AND 0.15 M (0.49 FT)
 QQ0629'EAST OF A WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS AN IRON
 QQ0629'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 QQ0629'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MONUMENT IS
 QQ0629'UNSTAMPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0628 ***********************************************************************
 QQ0628  DESIGNATION -  I29 201.08
 QQ0628  PID         -  QQ0628
 QQ0628  STATE/COUNTY-  SD/GRANT
 QQ0628  COUNTRY     -  US
 QQ0628  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0628
 QQ0628                         *CURRENT SURVEY CONTROL
 QQ0628  ______________________________________________________________________
 QQ0628* NAD 83(1986) POSITION- 45 13 27.     (N) 097 03 01.     (W)   SCALED
 QQ0628* NAVD 88 ORTHO HEIGHT -   590.009 (meters)     1935.72  (feet) ADJUSTED
 QQ0628  ______________________________________________________________________
 QQ0628  GEOID HEIGHT    -        -25.333 (meters)                     GEOID18
 QQ0628  DYNAMIC HEIGHT  -        589.931 (meters)     1935.47  (feet) COMP
 QQ0628  MODELED GRAVITY -    980,464.3   (mgal)                       NAVD 88
 QQ0628
 QQ0628  VERT ORDER      -  FIRST     CLASS II
 QQ0628
 QQ0628.The horizontal coordinates were scaled from a map and have
 QQ0628.an estimated accuracy of +/- 6 seconds.
 QQ0628
 QQ0628.The orthometric height was determined by differential leveling and
 QQ0628.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0628.in June 1991.
 QQ0628
 QQ0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0628.GEOID18 height accuracy estimate available here.
 QQ0628
 QQ0628.Click photographs - Photos may exist for this station.
 QQ0628
 QQ0628.The dynamic height is computed by dividing the NAVD 88
 QQ0628.geopotential number by the normal gravity value computed on the
 QQ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0628.degrees latitude (g = 980.6199 gals.).
 QQ0628
 QQ0628.The modeled gravity was interpolated from observed gravity values.
 QQ0628
 QQ0628;                    North         East    Units  Estimated Accuracy
 QQ0628;SPC SD N     -   158,770.      831,600.      MT  (+/- 180 meters Scaled)
 QQ0628
 QQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR530097(NAD 83)
 QQ0628
 QQ0628                          SUPERSEDED SURVEY CONTROL
 QQ0628
 QQ0628.No superseded survey control is available for this station.
 QQ0628
 QQ0628_MARKER: DB = BENCH MARK DISK
 QQ0628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0628_SP_SET: ABUTMENT
 QQ0628_STAMPING: 29-201.08 19 1934.91
 QQ0628_MARK LOGO: SDDT
 QQ0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0628+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0628
 QQ0628  HISTORY     - Date     Condition        Report By
 QQ0628  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0628  HISTORY     - 19900721 GOOD             NGS
 QQ0628
 QQ0628                          STATION DESCRIPTION
 QQ0628
 QQ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0628'10.1 KM (6.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0628'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 0.75 M
 QQ0628'(2.46 FT) WEST OF THE EAST END OF THE NORTH ABUTMENT OF THE HIGHWAY
 QQ0628'OVERPASS OF A COUNTY ROAD (EXIT 201), 0.2 KM (0.1 MI) NORTH OF
 QQ0628'MILEPOST 201, 7.4 M (24.3 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 QQ0628'OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.25 M (0.82 FT) SOUTH OF
 QQ0628'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0630 ***********************************************************************
 QQ0630  DESIGNATION -  I29 201.59
 QQ0630  PID         -  QQ0630
 QQ0630  STATE/COUNTY-  SD/GRANT
 QQ0630  COUNTRY     -  US
 QQ0630  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0630
 QQ0630                         *CURRENT SURVEY CONTROL
 QQ0630  ______________________________________________________________________
 QQ0630* NAD 83(1986) POSITION- 45 13 53.     (N) 097 03 02.     (W)   SCALED
 QQ0630* NAVD 88 ORTHO HEIGHT -   596.877 (meters)     1958.25  (feet) ADJUSTED
 QQ0630  ______________________________________________________________________
 QQ0630  GEOID HEIGHT    -        -25.333 (meters)                     GEOID18
 QQ0630  DYNAMIC HEIGHT  -        596.798 (meters)     1957.99  (feet) COMP
 QQ0630  MODELED GRAVITY -    980,465.1   (mgal)                       NAVD 88
 QQ0630
 QQ0630  VERT ORDER      -  FIRST     CLASS II
 QQ0630
 QQ0630.The horizontal coordinates were scaled from a map and have
 QQ0630.an estimated accuracy of +/- 6 seconds.
 QQ0630
 QQ0630.The orthometric height was determined by differential leveling and
 QQ0630.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0630.in June 1991.
 QQ0630
 QQ0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0630.GEOID18 height accuracy estimate available here.
 QQ0630
 QQ0630.Click photographs - Photos may exist for this station.
 QQ0630
 QQ0630.The dynamic height is computed by dividing the NAVD 88
 QQ0630.geopotential number by the normal gravity value computed on the
 QQ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0630.degrees latitude (g = 980.6199 gals.).
 QQ0630
 QQ0630.The modeled gravity was interpolated from observed gravity values.
 QQ0630
 QQ0630;                    North         East    Units  Estimated Accuracy
 QQ0630;SPC SD N     -   159,580.      831,550.      MT  (+/- 180 meters Scaled)
 QQ0630
 QQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR530105(NAD 83)
 QQ0630
 QQ0630                          SUPERSEDED SURVEY CONTROL
 QQ0630
 QQ0630.No superseded survey control is available for this station.
 QQ0630
 QQ0630_MARKER: DB = BENCH MARK DISK
 QQ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0630_STAMPING: 29-201.59 19 1957.42
 QQ0630_MARK LOGO: SDDT
 QQ0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0630+STABILITY: SURFACE MOTION
 QQ0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0630+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0630
 QQ0630  HISTORY     - Date     Condition        Report By
 QQ0630  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0630  HISTORY     - 19900721 GOOD             NGS
 QQ0630
 QQ0630                          STATION DESCRIPTION
 QQ0630
 QQ0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0630'9.3 KM (5.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0630'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.95 KM (0.59 MI)
 QQ0630'NORTH OF MILEPOST 201, 0.8 KM (0.5 MI) NORTH OF THE INTERSECTION OF A
 QQ0630'COUNTY ROAD (EXIT 201), 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF
 QQ0630'THE NORTHBOUND LANES OF THE HIGHWAY, 1.7 M (5.6 FT) NORTH OF THE MOST
 QQ0630'SOUTHERLY OF 3 FENCE BRACE POSTS, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 QQ0630'THE HIGHWAY, 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND
 QQ0630'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0631 ***********************************************************************
 QQ0631  DESIGNATION -  I29 202.03
 QQ0631  PID         -  QQ0631
 QQ0631  STATE/COUNTY-  SD/GRANT
 QQ0631  COUNTRY     -  US
 QQ0631  USGS QUAD   -  STILL LAKE NE (2017)
 QQ0631
 QQ0631                         *CURRENT SURVEY CONTROL
 QQ0631  ______________________________________________________________________
 QQ0631* NAD 83(1986) POSITION- 45 14 45.     (N) 097 03 03.     (W)   SCALED
 QQ0631* NAVD 88 ORTHO HEIGHT -   618.708 (meters)     2029.88  (feet) ADJUSTED
 QQ0631  ______________________________________________________________________
 QQ0631  GEOID HEIGHT    -        -25.332 (meters)                     GEOID18
 QQ0631  DYNAMIC HEIGHT  -        618.628 (meters)     2029.62  (feet) COMP
 QQ0631  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 QQ0631
 QQ0631  VERT ORDER      -  FIRST     CLASS II
 QQ0631
 QQ0631.The horizontal coordinates were scaled from a map and have
 QQ0631.an estimated accuracy of +/- 6 seconds.
 QQ0631
 QQ0631.The orthometric height was determined by differential leveling and
 QQ0631.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0631.in June 1991.
 QQ0631
 QQ0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0631.GEOID18 height accuracy estimate available here.
 QQ0631
 QQ0631.Click photographs - Photos may exist for this station.
 QQ0631
 QQ0631.The dynamic height is computed by dividing the NAVD 88
 QQ0631.geopotential number by the normal gravity value computed on the
 QQ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0631.degrees latitude (g = 980.6199 gals.).
 QQ0631
 QQ0631.The modeled gravity was interpolated from observed gravity values.
 QQ0631
 QQ0631;                    North         East    Units  Estimated Accuracy
 QQ0631;SPC SD N     -   161,180.      831,470.      MT  (+/- 180 meters Scaled)
 QQ0631
 QQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR529121(NAD 83)
 QQ0631
 QQ0631                          SUPERSEDED SURVEY CONTROL
 QQ0631
 QQ0631.No superseded survey control is available for this station.
 QQ0631
 QQ0631_MARKER: DB = BENCH MARK DISK
 QQ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0631_STAMPING: 29-202.03 19 2029.03
 QQ0631_MARK LOGO: SDDT
 QQ0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0631+STABILITY: SURFACE MOTION
 QQ0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0631+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0631
 QQ0631  HISTORY     - Date     Condition        Report By
 QQ0631  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0631  HISTORY     - 19900721 GOOD             NGS
 QQ0631
 QQ0631                          STATION DESCRIPTION
 QQ0631
 QQ0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0631'7.7 KM (4.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0631'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.9 KM (0.6 MI) NORTH
 QQ0631'OF MILEPOST 202, 29.6 M (97.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0631'NORTHBOUND LANES OF THE HIGHWAY, 4.7 M (15.4 FT) SOUTH OF THE MOST
 QQ0631'SOUTHERLY OF 3 FENCE BRACE POSTS, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 QQ0631'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0631'CONCRETE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0632 ***********************************************************************
 QQ0632  DESIGNATION -  I29 203.53
 QQ0632  PID         -  QQ0632
 QQ0632  STATE/COUNTY-  SD/GRANT
 QQ0632  COUNTRY     -  US
 QQ0632  USGS QUAD   -  SUMMIT (2017)
 QQ0632
 QQ0632                         *CURRENT SURVEY CONTROL
 QQ0632  ______________________________________________________________________
 QQ0632* NAD 83(1986) POSITION- 45 15 34.     (N) 097 03 05.     (W)   SCALED
 QQ0632* NAVD 88 ORTHO HEIGHT -   615.312 (meters)     2018.74  (feet) ADJUSTED
 QQ0632  ______________________________________________________________________
 QQ0632  GEOID HEIGHT    -        -25.332 (meters)                     GEOID18
 QQ0632  DYNAMIC HEIGHT  -        615.233 (meters)     2018.48  (feet) COMP
 QQ0632  MODELED GRAVITY -    980,468.3   (mgal)                       NAVD 88
 QQ0632
 QQ0632  VERT ORDER      -  FIRST     CLASS II
 QQ0632
 QQ0632.The horizontal coordinates were scaled from a map and have
 QQ0632.an estimated accuracy of +/- 6 seconds.
 QQ0632
 QQ0632.The orthometric height was determined by differential leveling and
 QQ0632.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0632.in June 1991.
 QQ0632
 QQ0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0632.GEOID18 height accuracy estimate available here.
 QQ0632
 QQ0632.Click photographs - Photos may exist for this station.
 QQ0632
 QQ0632.The dynamic height is computed by dividing the NAVD 88
 QQ0632.geopotential number by the normal gravity value computed on the
 QQ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0632.degrees latitude (g = 980.6199 gals.).
 QQ0632
 QQ0632.The modeled gravity was interpolated from observed gravity values.
 QQ0632
 QQ0632;                    North         East    Units  Estimated Accuracy
 QQ0632;SPC SD N     -   162,690.      831,370.      MT  (+/- 180 meters Scaled)
 QQ0632
 QQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528136(NAD 83)
 QQ0632
 QQ0632                          SUPERSEDED SURVEY CONTROL
 QQ0632
 QQ0632.No superseded survey control is available for this station.
 QQ0632
 QQ0632_MARKER: DB = BENCH MARK DISK
 QQ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0632_STAMPING: 29-203.53 19 2017.90
 QQ0632_MARK LOGO: SDDT
 QQ0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0632+STABILITY: SURFACE MOTION
 QQ0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0632+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0632
 QQ0632  HISTORY     - Date     Condition        Report By
 QQ0632  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0632  HISTORY     - 19900721 GOOD             NGS
 QQ0632  HISTORY     - 19950101 GOOD             SDDENR
 QQ0632
 QQ0632                          STATION DESCRIPTION
 QQ0632
 QQ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0632'6.2 KM (3.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0632'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.85 KM (0.53 MI)
 QQ0632'NORTH OF MILEPOST 203, 38.7 M (127.0 FT) NORTH OF THE EAST END OF A
 QQ0632'PIPE CULVERT, 29.6 M (97.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0632'NORTHBOUND LANES OF THE HIGHWAY, 27.0 M (88.6 FT) NORTH OF THE MOST
 QQ0632'NORTHERLY OF 3 FENCE BRACE POSTS, 2.3 M (7.5 FT) BELOW THE LEVEL OF
 QQ0632'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 QQ0632'IS FLUSH WITH THE THE GROUND SURFACE.
 QQ0632
 QQ0632                          STATION RECOVERY (1995)
 QQ0632
 QQ0632'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0632'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0633 ***********************************************************************
 QQ0633  DESIGNATION -  I29 204.00
 QQ0633  PID         -  QQ0633
 QQ0633  STATE/COUNTY-  SD/GRANT
 QQ0633  COUNTRY     -  US
 QQ0633  USGS QUAD   -  SUMMIT (2017)
 QQ0633
 QQ0633                         *CURRENT SURVEY CONTROL
 QQ0633  ______________________________________________________________________
 QQ0633* NAD 83(1986) POSITION- 45 15 58.     (N) 097 03 05.     (W)   SCALED
 QQ0633* NAVD 88 ORTHO HEIGHT -   624.351 (meters)     2048.39  (feet) ADJUSTED
 QQ0633  ______________________________________________________________________
 QQ0633  GEOID HEIGHT    -        -25.334 (meters)                     GEOID18
 QQ0633  DYNAMIC HEIGHT  -        624.272 (meters)     2048.13  (feet) COMP
 QQ0633  MODELED GRAVITY -    980,469.3   (mgal)                       NAVD 88
 QQ0633
 QQ0633  VERT ORDER      -  FIRST     CLASS II
 QQ0633
 QQ0633.The horizontal coordinates were scaled from a map and have
 QQ0633.an estimated accuracy of +/- 6 seconds.
 QQ0633
 QQ0633.The orthometric height was determined by differential leveling and
 QQ0633.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0633.in June 1991.
 QQ0633
 QQ0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0633.GEOID18 height accuracy estimate available here.
 QQ0633
 QQ0633.Click photographs - Photos may exist for this station.
 QQ0633
 QQ0633.The dynamic height is computed by dividing the NAVD 88
 QQ0633.geopotential number by the normal gravity value computed on the
 QQ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0633.degrees latitude (g = 980.6199 gals.).
 QQ0633
 QQ0633.The modeled gravity was interpolated from observed gravity values.
 QQ0633
 QQ0633;                    North         East    Units  Estimated Accuracy
 QQ0633;SPC SD N     -   163,430.      831,350.      MT  (+/- 180 meters Scaled)
 QQ0633
 QQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528143(NAD 83)
 QQ0633
 QQ0633                          SUPERSEDED SURVEY CONTROL
 QQ0633
 QQ0633.No superseded survey control is available for this station.
 QQ0633
 QQ0633_MARKER: Z = SEE DESCRIPTION
 QQ0633_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0633_STAMPING: 29-204.00
 QQ0633_MARK LOGO: NGS
 QQ0633_PROJECTION: PROJECTING 5 CENTIMETERS
 QQ0633_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0633+STABILITY: POSITION/ELEVATION WELL
 QQ0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0633+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0633_ROD/PIPE-DEPTH: 6.4 meters
 QQ0633_SLEEVE-DEPTH  : 2.0 meters
 QQ0633
 QQ0633  HISTORY     - Date     Condition        Report By
 QQ0633  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0633  HISTORY     - 19900721 GOOD             NGS
 QQ0633
 QQ0633                          STATION DESCRIPTION
 QQ0633
 QQ0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0633'5.4 KM (3.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0633'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.15 KM (0.09 MI)
 QQ0633'SOUTH OF THE INTERSECTION OF A COUNTY ROAD, 29.3 M (96.1 FT) EAST OF
 QQ0633'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 23.0 M
 QQ0633'(75.5 FT) EAST-SOUTHEAST OF MILEPOST 204, 0.6 M (2.0 FT) BELOW THE
 QQ0633'LEVEL OF THE HIGHWAY, 0.55 M (1.80 FT) EAST OF A WITNESS POST, AND
 QQ0633'0.4 M (1.3 FT) WEST OF A FENCE.  NOTE--THE DATUM POINT IS A STAINLESS
 QQ0633'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2
 QQ0633'INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QQ0633'CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0634 ***********************************************************************
 QQ0634  DESIGNATION -  I29 204.09
 QQ0634  PID         -  QQ0634
 QQ0634  STATE/COUNTY-  SD/GRANT
 QQ0634  COUNTRY     -  US
 QQ0634  USGS QUAD   -  SUMMIT (2017)
 QQ0634
 QQ0634                         *CURRENT SURVEY CONTROL
 QQ0634  ______________________________________________________________________
 QQ0634* NAD 83(1986) POSITION- 45 16 03.     (N) 097 03 05.     (W)   SCALED
 QQ0634* NAVD 88 ORTHO HEIGHT -   625.265 (meters)     2051.39  (feet) ADJUSTED
 QQ0634  ______________________________________________________________________
 QQ0634  GEOID HEIGHT    -        -25.334 (meters)                     GEOID18
 QQ0634  DYNAMIC HEIGHT  -        625.186 (meters)     2051.13  (feet) COMP
 QQ0634  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 QQ0634
 QQ0634  VERT ORDER      -  FIRST     CLASS II
 QQ0634
 QQ0634.The horizontal coordinates were scaled from a map and have
 QQ0634.an estimated accuracy of +/- 6 seconds.
 QQ0634
 QQ0634.The orthometric height was determined by differential leveling and
 QQ0634.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0634.in June 1991.
 QQ0634
 QQ0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0634.GEOID18 height accuracy estimate available here.
 QQ0634
 QQ0634.Click photographs - Photos may exist for this station.
 QQ0634
 QQ0634.The dynamic height is computed by dividing the NAVD 88
 QQ0634.geopotential number by the normal gravity value computed on the
 QQ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0634.degrees latitude (g = 980.6199 gals.).
 QQ0634
 QQ0634.The modeled gravity was interpolated from observed gravity values.
 QQ0634
 QQ0634;                    North         East    Units  Estimated Accuracy
 QQ0634;SPC SD N     -   163,580.      831,340.      MT  (+/- 180 meters Scaled)
 QQ0634
 QQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528145(NAD 83)
 QQ0634
 QQ0634                          SUPERSEDED SURVEY CONTROL
 QQ0634
 QQ0634.No superseded survey control is available for this station.
 QQ0634
 QQ0634_MARKER: DB = BENCH MARK DISK
 QQ0634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0634_SP_SET: ABUTMENT
 QQ0634_STAMPING: 29-204.09 19 2050.53
 QQ0634_MARK LOGO: SDDT
 QQ0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0634+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0634
 QQ0634  HISTORY     - Date     Condition        Report By
 QQ0634  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0634  HISTORY     - 19900721 GOOD             NGS
 QQ0634
 QQ0634                          STATION DESCRIPTION
 QQ0634
 QQ0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0634'5.3 KM (3.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0634'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 0.95 M
 QQ0634'(3.12 FT) WEST OF THE EAST END OF THE SOUTH ABUTMENT OF THE HIGHWAY
 QQ0634'OVERPASS OF A COUNTY ROAD, 0.15 KM (0.09 MI) NORTH OF MILEPOST 204,
 QQ0634'7.3 M (24.0 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 QQ0634'NORTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A T-FENCE
 QQ0634'CORNER, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0635 ***********************************************************************
 QQ0635  DESIGNATION -  I29 204.60
 QQ0635  PID         -  QQ0635
 QQ0635  STATE/COUNTY-  SD/GRANT
 QQ0635  COUNTRY     -  US
 QQ0635  USGS QUAD   -  SUMMIT (2017)
 QQ0635
 QQ0635                         *CURRENT SURVEY CONTROL
 QQ0635  ______________________________________________________________________
 QQ0635* NAD 83(1986) POSITION- 45 16 30.     (N) 097 03 05.     (W)   SCALED
 QQ0635* NAVD 88 ORTHO HEIGHT -   612.267 (meters)     2008.75  (feet) ADJUSTED
 QQ0635  ______________________________________________________________________
 QQ0635  GEOID HEIGHT    -        -25.337 (meters)                     GEOID18
 QQ0635  DYNAMIC HEIGHT  -        612.190 (meters)     2008.49  (feet) COMP
 QQ0635  MODELED GRAVITY -    980,471.2   (mgal)                       NAVD 88
 QQ0635
 QQ0635  VERT ORDER      -  FIRST     CLASS II
 QQ0635
 QQ0635.The horizontal coordinates were scaled from a map and have
 QQ0635.an estimated accuracy of +/- 6 seconds.
 QQ0635
 QQ0635.The orthometric height was determined by differential leveling and
 QQ0635.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0635.in June 1991.
 QQ0635
 QQ0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0635.GEOID18 height accuracy estimate available here.
 QQ0635
 QQ0635.Click photographs - Photos may exist for this station.
 QQ0635
 QQ0635.The dynamic height is computed by dividing the NAVD 88
 QQ0635.geopotential number by the normal gravity value computed on the
 QQ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0635.degrees latitude (g = 980.6199 gals.).
 QQ0635
 QQ0635.The modeled gravity was interpolated from observed gravity values.
 QQ0635
 QQ0635;                    North         East    Units  Estimated Accuracy
 QQ0635;SPC SD N     -   164,420.      831,310.      MT  (+/- 180 meters Scaled)
 QQ0635
 QQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528153(NAD 83)
 QQ0635
 QQ0635                          SUPERSEDED SURVEY CONTROL
 QQ0635
 QQ0635.No superseded survey control is available for this station.
 QQ0635
 QQ0635_MARKER: DB = BENCH MARK DISK
 QQ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0635_STAMPING: 29-204.60 19 2007.87
 QQ0635_MARK LOGO: SDDT
 QQ0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0635+STABILITY: SURFACE MOTION
 QQ0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0635+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0635
 QQ0635  HISTORY     - Date     Condition        Report By
 QQ0635  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0635  HISTORY     - 19900721 GOOD             NGS
 QQ0635
 QQ0635                          STATION DESCRIPTION
 QQ0635
 QQ0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0635'4.4 KM (2.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0635'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.95 KM (0.59 MI)
 QQ0635'NORTH OF MILEPOST 205, 28.9 M (94.8 FT) EAST OF THE CENTERLINE OF THE
 QQ0635'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 QQ0635'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A T-FENCE CORNER, 0.25 M
 QQ0635'(0.82 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 QQ0635'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0636 ***********************************************************************
 QQ0636  DESIGNATION -  I29 205.62
 QQ0636  PID         -  QQ0636
 QQ0636  STATE/COUNTY-  SD/GRANT
 QQ0636  COUNTRY     -  US
 QQ0636  USGS QUAD   -  SUMMIT (2017)
 QQ0636
 QQ0636                         *CURRENT SURVEY CONTROL
 QQ0636  ______________________________________________________________________
 QQ0636* NAD 83(1986) POSITION- 45 17 23.     (N) 097 03 07.     (W)   SCALED
 QQ0636* NAVD 88 ORTHO HEIGHT -   598.581 (meters)     1963.84  (feet) ADJUSTED
 QQ0636  ______________________________________________________________________
 QQ0636  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 QQ0636  DYNAMIC HEIGHT  -        598.508 (meters)     1963.61  (feet) COMP
 QQ0636  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 QQ0636
 QQ0636  VERT ORDER      -  FIRST     CLASS II
 QQ0636
 QQ0636.The horizontal coordinates were scaled from a map and have
 QQ0636.an estimated accuracy of +/- 6 seconds.
 QQ0636
 QQ0636.The orthometric height was determined by differential leveling and
 QQ0636.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0636.in June 1991.
 QQ0636
 QQ0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0636.GEOID18 height accuracy estimate available here.
 QQ0636
 QQ0636.Click photographs - Photos may exist for this station.
 QQ0636
 QQ0636.The dynamic height is computed by dividing the NAVD 88
 QQ0636.geopotential number by the normal gravity value computed on the
 QQ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0636.degrees latitude (g = 980.6199 gals.).
 QQ0636
 QQ0636.The modeled gravity was interpolated from observed gravity values.
 QQ0636
 QQ0636;                    North         East    Units  Estimated Accuracy
 QQ0636;SPC SD N     -   166,050.      831,210.      MT  (+/- 180 meters Scaled)
 QQ0636
 QQ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527169(NAD 83)
 QQ0636
 QQ0636                          SUPERSEDED SURVEY CONTROL
 QQ0636
 QQ0636.No superseded survey control is available for this station.
 QQ0636
 QQ0636_MARKER: DB = BENCH MARK DISK
 QQ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0636_STAMPING: 29-205.62 19 1962.73
 QQ0636_MARK LOGO: SDDT
 QQ0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0636+STABILITY: SURFACE MOTION
 QQ0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0636+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1990
 QQ0636
 QQ0636  HISTORY     - Date     Condition        Report By
 QQ0636  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0636  HISTORY     - 19900721 GOOD             NGS
 QQ0636
 QQ0636                          STATION DESCRIPTION
 QQ0636
 QQ0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0636'2.8 KM (1.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0636'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 1.0 KM (0.6 MI) NORTH
 QQ0636'OF MILEPOST 205, 32.6 M (107.0 FT) EAST OF THE CENTERLINE OF THE
 QQ0636'NORTHBOUND LANES OF THE HIGHWAY, 7.3 M (24.0 FT) NORTH OF A T-FENCE
 QQ0636'CORNER,  1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M
 QQ0636'(0.82 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05
 QQ0636'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0638 ***********************************************************************
 QQ0638  DESIGNATION -  I29 206.08
 QQ0638  PID         -  QQ0638
 QQ0638  STATE/COUNTY-  SD/ROBERTS
 QQ0638  COUNTRY     -  US
 QQ0638  USGS QUAD   -  SUMMIT (2017)
 QQ0638
 QQ0638                         *CURRENT SURVEY CONTROL
 QQ0638  ______________________________________________________________________
 QQ0638* NAD 83(1986) POSITION- 45 17 49.     (N) 097 02 57.     (W)   SCALED
 QQ0638* NAVD 88 ORTHO HEIGHT -   601.053 (meters)     1971.95  (feet) ADJUSTED
 QQ0638  ______________________________________________________________________
 QQ0638  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 QQ0638  DYNAMIC HEIGHT  -        600.981 (meters)     1971.72  (feet) COMP
 QQ0638  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 QQ0638
 QQ0638  VERT ORDER      -  FIRST     CLASS II
 QQ0638
 QQ0638.The horizontal coordinates were scaled from a map and have
 QQ0638.an estimated accuracy of +/- 6 seconds.
 QQ0638
 QQ0638.The orthometric height was determined by differential leveling and
 QQ0638.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0638.in June 1991.
 QQ0638
 QQ0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0638.GEOID18 height accuracy estimate available here.
 QQ0638
 QQ0638.Click photographs - Photos may exist for this station.
 QQ0638
 QQ0638.The dynamic height is computed by dividing the NAVD 88
 QQ0638.geopotential number by the normal gravity value computed on the
 QQ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0638.degrees latitude (g = 980.6199 gals.).
 QQ0638
 QQ0638.The modeled gravity was interpolated from observed gravity values.
 QQ0638
 QQ0638;                    North         East    Units  Estimated Accuracy
 QQ0638;SPC SD N     -   166,860.      831,400.      MT  (+/- 180 meters Scaled)
 QQ0638
 QQ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR529177(NAD 83)
 QQ0638
 QQ0638                          SUPERSEDED SURVEY CONTROL
 QQ0638
 QQ0638.No superseded survey control is available for this station.
 QQ0638
 QQ0638_MARKER: Z = SEE DESCRIPTION
 QQ0638_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0638_STAMPING: 29-206.08
 QQ0638_MARK LOGO: NGS
 QQ0638_PROJECTION: FLUSH
 QQ0638_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0638+STABILITY: POSITION/ELEVATION WELL
 QQ0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0638+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 QQ0638_ROD/PIPE-DEPTH: 6.4 meters
 QQ0638_SLEEVE-DEPTH  : 2.0 meters
 QQ0638
 QQ0638  HISTORY     - Date     Condition        Report By
 QQ0638  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0638  HISTORY     - 19900524 GOOD             NGS
 QQ0638  HISTORY     - 19900725 GOOD             NGS
 QQ0638  HISTORY     - 19970520 GOOD             NGS
 QQ0638
 QQ0638                          STATION DESCRIPTION
 QQ0638
 QQ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0638'2.0 KM (1.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0638'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.2 KM (0.1 MI) NORTH
 QQ0638'OF MILEPOST 206, 250.0 M (820.2 FT) EAST OF THE CENTERLINE OF THE
 QQ0638'NORTHBOUND LANES OF THE HIGHWAY, 15.0 M (49.2 FT) NORTH OF THE
 QQ0638'CENTERLINE OF COUNTY LINE ROAD, 6.0 M (19.7 FT) WEST OF THE CENTER OF
 QQ0638'THE ENTRANCE TO SEWAGE TREATMENT HOLDING PONDS, 0.6 M (2.0 FT) BELOW
 QQ0638'THE LEVEL OF COUNTY LINE ROAD, AND 0.15 M (0.49 FT) SOUTH OF A
 QQ0638'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 QQ0638'BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH
 QQ0638'IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 QQ0638'AND THEN THROUGH A 4-INCH PVC SCREW CAP.  THE MONUMENT IS UNSTAMPED.
 QQ0638
 QQ0638                          STATION RECOVERY (1990)
 QQ0638
 QQ0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0638'RECOVERED IN GOOD CONDITION.
 QQ0638
 QQ0638                          STATION RECOVERY (1997)
 QQ0638
 QQ0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0638'2.0 KM (1.25 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0638'JUNCTION OF U.S. HIGHWAY 12 AT SUMMIT (EXIT 207), 201.0 M (659.4 FT)
 QQ0638'NORTH OF MILEPOST 206, 250.0 M (820.2 FT) EAST OF THE CENTERLINE OF
 QQ0638'THE NORTHBOUND LANES OF THE HIGHWAY, 15.0 M (49.2 FT) NORTH OF THE
 QQ0638'CENTER OF COUNTY LINE ROAD, 5.8 M (19.0 FT) WEST OF THE CENTER OF A
 QQ0638'DIRT ROAD LEADING NORTH TO SEWAGE TREATMENT STORAGE PONDS, 0.5 M (1.6
 QQ0638'FT) BELOW THE LEVEL OF COUNTY LINE ROAD, AND 0.2 M (0.7 FT) NORTH OF A
 QQ0638'WITNESS POST AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 QQ0638'RIVET AFFIXED TO A STEEL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 QQ0638'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QQ0638'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0637 ***********************************************************************
 QQ0637  DESIGNATION -  I29 206.49
 QQ0637  PID         -  QQ0637
 QQ0637  STATE/COUNTY-  SD/ROBERTS
 QQ0637  COUNTRY     -  US
 QQ0637  USGS QUAD   -  SUMMIT (2017)
 QQ0637
 QQ0637                         *CURRENT SURVEY CONTROL
 QQ0637  ______________________________________________________________________
 QQ0637* NAD 83(1986) POSITION- 45 18 07.     (N) 097 03 07.     (W)   SCALED
 QQ0637* NAVD 88 ORTHO HEIGHT -   601.482 (meters)     1973.36  (feet) ADJUSTED
 QQ0637  ______________________________________________________________________
 QQ0637  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 QQ0637  DYNAMIC HEIGHT  -        601.410 (meters)     1973.13  (feet) COMP
 QQ0637  MODELED GRAVITY -    980,478.2   (mgal)                       NAVD 88
 QQ0637
 QQ0637  VERT ORDER      -  FIRST     CLASS II
 QQ0637
 QQ0637.The horizontal coordinates were scaled from a map and have
 QQ0637.an estimated accuracy of +/- 6 seconds.
 QQ0637
 QQ0637.The orthometric height was determined by differential leveling and
 QQ0637.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0637.in July 1998.
 QQ0637
 QQ0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0637.GEOID18 height accuracy estimate available here.
 QQ0637
 QQ0637.Click photographs - Photos may exist for this station.
 QQ0637
 QQ0637.The dynamic height is computed by dividing the NAVD 88
 QQ0637.geopotential number by the normal gravity value computed on the
 QQ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0637.degrees latitude (g = 980.6199 gals.).
 QQ0637
 QQ0637.The modeled gravity was interpolated from observed gravity values.
 QQ0637
 QQ0637;                    North         East    Units  Estimated Accuracy
 QQ0637;SPC SD N     -   167,410.      831,160.      MT  (+/- 180 meters Scaled)
 QQ0637
 QQ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527183(NAD 83)
 QQ0637
 QQ0637                          SUPERSEDED SURVEY CONTROL
 QQ0637
 QQ0637  NAVD 88 (06/15/91)  601.478  (m)         1973.35   (f) SUPERSEDED  1 2
 QQ0637
 QQ0637.Superseded values are not recommended for survey control.
 QQ0637
 QQ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0637.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0637
 QQ0637_MARKER: DB = BENCH MARK DISK
 QQ0637_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QQ0637_STAMPING: 29-206.49 1972.40
 QQ0637_MARK LOGO: SDHD
 QQ0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0637+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 QQ0637
 QQ0637  HISTORY     - Date     Condition        Report By
 QQ0637  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0637  HISTORY     - 19900721 GOOD             NGS
 QQ0637  HISTORY     - 19970520 GOOD             NGS
 QQ0637
 QQ0637                          STATION DESCRIPTION
 QQ0637
 QQ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0637'1.4 KM (0.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0637'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 1.4 KM (0.9 MI) SOUTH
 QQ0637'OF MILEPOST 206, 29.2 M (95.8 FT) EAST OF THE CENTERLINE OF THE
 QQ0637'NORTHBOUND LANES OF THE HIGHWAY, 4.7 M (15.4 FT) NORTH OF THE MOST
 QQ0637'NORTHERLY OF 2 FENCE BRACE POST, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 QQ0637'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0637'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QQ0637
 QQ0637                          STATION RECOVERY (1997)
 QQ0637
 QQ0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0637'1.4 KM (0.85 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0637'JUNCTION OF U.S. HIGHWAY 12 AT SUMMIT (EXIT 207), 1.4 KM (0.85 MI)
 QQ0637'NORTH OF MILEPOST 206, 29.2 M (95.8 FT) EAST OF THE CENTERLINE OF THE
 QQ0637'NORTHBOUND LANES OF THE HIGHWAY, 4.7 M (15.4 FT) NORTH OF THE NORTH
 QQ0637'END OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 QQ0637'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0637'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0639 ***********************************************************************
 QQ0639  DESIGNATION -  I29 206.90
 QQ0639  PID         -  QQ0639
 QQ0639  STATE/COUNTY-  SD/ROBERTS
 QQ0639  COUNTRY     -  US
 QQ0639  USGS QUAD   -  SUMMIT (2017)
 QQ0639
 QQ0639                         *CURRENT SURVEY CONTROL
 QQ0639  ______________________________________________________________________
 QQ0639* NAD 83(1986) POSITION- 45 18 29.     (N) 097 03 09.     (W)   SCALED
 QQ0639* NAVD 88 ORTHO HEIGHT -   604.673 (meters)     1983.83  (feet) ADJUSTED
 QQ0639  ______________________________________________________________________
 QQ0639  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 QQ0639  DYNAMIC HEIGHT  -        604.602 (meters)     1983.60  (feet) COMP
 QQ0639  MODELED GRAVITY -    980,479.7   (mgal)                       NAVD 88
 QQ0639
 QQ0639  VERT ORDER      -  FIRST     CLASS II
 QQ0639
 QQ0639.The horizontal coordinates were scaled from a map and have
 QQ0639.an estimated accuracy of +/- 6 seconds.
 QQ0639
 QQ0639.The orthometric height was determined by differential leveling and
 QQ0639.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0639.in June 1991.
 QQ0639
 QQ0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0639.GEOID18 height accuracy estimate available here.
 QQ0639
 QQ0639.Click photographs - Photos may exist for this station.
 QQ0639
 QQ0639.The dynamic height is computed by dividing the NAVD 88
 QQ0639.geopotential number by the normal gravity value computed on the
 QQ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0639.degrees latitude (g = 980.6199 gals.).
 QQ0639
 QQ0639.The modeled gravity was interpolated from observed gravity values.
 QQ0639
 QQ0639;                    North         East    Units  Estimated Accuracy
 QQ0639;SPC SD N     -   168,080.      831,090.      MT  (+/- 180 meters Scaled)
 QQ0639
 QQ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR526190(NAD 83)
 QQ0639
 QQ0639                          SUPERSEDED SURVEY CONTROL
 QQ0639
 QQ0639.No superseded survey control is available for this station.
 QQ0639
 QQ0639_MARKER: Z = SEE DESCRIPTION
 QQ0639_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0639_STAMPING: 29-206.90
 QQ0639_MARK LOGO: NGS
 QQ0639_PROJECTION: RECESSED 10 CENTIMETERS
 QQ0639_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0639+STABILITY: POSITION/ELEVATION WELL
 QQ0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0639+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 QQ0639_ROD/PIPE-DEPTH: 6.4 meters
 QQ0639_SLEEVE-DEPTH  : 2.0 meters
 QQ0639
 QQ0639  HISTORY     - Date     Condition        Report By
 QQ0639  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0639  HISTORY     - 19900721 GOOD             NGS
 QQ0639  HISTORY     - 19900725 GOOD             NGS
 QQ0639  HISTORY     - 19970714 GOOD             NGS
 QQ0639
 QQ0639                          STATION DESCRIPTION
 QQ0639
 QQ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0639'0.7 KM (0.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0639'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 1.45 KM (0.90 MI)
 QQ0639'NORTH OF MILEPOST 206, 63.9 M (209.6 FT) WEST OF THE CENTERLINE OF THE
 QQ0639'SOUTHBOUND LANES OF THE HIGHWAY, 63.6 M (208.7 FT) WEST-NORTHWEST OF
 QQ0639'THE NORTHWEST CORNER OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE
 QQ0639'BURLINGTON NORTHERN RAILROAD, 34.0 M (111.5 FT) NORTH OF THE NEAR
 QQ0639'RAIL, 7.7 M (25.3 FT) NORTH OF A T-FENCE CORNER, 6.0 M (19.7 FT)
 QQ0639'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A FENCE,
 QQ0639'AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS
 QQ0639'A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED
 QQ0639'TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 QQ0639'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 QQ0639
 QQ0639                          STATION RECOVERY (1990)
 QQ0639
 QQ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0639'RECOVERED IN GOOD CONDITION.
 QQ0639
 QQ0639                          STATION RECOVERY (1997)
 QQ0639
 QQ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0639'0.7 KM (0.45 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0639'JUNCTION OF U.S. HIGHWAY 12 AT SUMMIT (EXIT 207), 1.4 KM (0.85 MI)
 QQ0639'NORTH OF MILEPOST 206, 63.9 M (209.6 FT) WEST OF THE CENTERLINE OF THE
 QQ0639'SOUTHBOUND LANES OF THE HIGHWAY, 63.6 M (208.7 FT) WEST OF THE
 QQ0639'NORTHWEST CORNER OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE BURLINGTON
 QQ0639'NORTHERN RAILROAD, 34.0 M (111.5 FT) NORTH OF THE NEAR RAIL, 7.7 M
 QQ0639'(25.3 FT) NORTH OF A FENCE CORNER, 6.0 M (19.7 FT) BELOW THE LEVEL OF
 QQ0639'THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A FENCE, AND 0.4 M (1.3 FT)
 QQ0639'EAST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL
 QQ0639'RIVET AFFIXED TO A METAL PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 QQ0639'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QQ0639'LOGO CAP THAT IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE AND THEN
 QQ0639'THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0640 ***********************************************************************
 QQ0640  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0640  DESIGNATION -  I29 207.50
 QQ0640  PID         -  QQ0640
 QQ0640  STATE/COUNTY-  SD/ROBERTS
 QQ0640  COUNTRY     -  US
 QQ0640  USGS QUAD   -  SUMMIT (2017)
 QQ0640
 QQ0640                         *CURRENT SURVEY CONTROL
 QQ0640  ______________________________________________________________________
 QQ0640* NAD 83(2011) POSITION- 45 18 59.38663(N) 097 02 59.00323(W)   ADJUSTED
 QQ0640* NAD 83(2011) ELLIP HT-   589.639 (meters)        (06/27/12)   ADJUSTED
 QQ0640* NAD 83(2011) EPOCH   -  2010.00
 QQ0640* NAVD 88 ORTHO HEIGHT -   614.979 (meters)     2017.64  (feet) ADJUSTED
 QQ0640  ______________________________________________________________________
 QQ0640  GEOID HEIGHT    -        -25.353 (meters)                     GEOID18
 QQ0640  NAD 83(2011) X  -   -551,436.877 (meters)                     COMP
 QQ0640  NAD 83(2011) Y  - -4,459,097.822 (meters)                     COMP
 QQ0640  NAD 83(2011) Z  -  4,512,570.436 (meters)                     COMP
 QQ0640  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 QQ0640  DYNAMIC HEIGHT  -        614.909 (meters)     2017.41  (feet) COMP
 QQ0640  MODELED GRAVITY -    980,482.2   (mgal)                       NAVD 88
 QQ0640
 QQ0640  VERT ORDER      -  FIRST     CLASS II
 QQ0640
 QQ0640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0640  Standards:
 QQ0640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0640  -------------------------------------------------------------------
 QQ0640  NETWORK    0.75   2.21           0.33   0.28   1.13     -0.09051228
 QQ0640  -------------------------------------------------------------------
 QQ0640  Click here for local accuracies and other accuracy information.
 QQ0640
 QQ0640.The horizontal coordinates were established by GPS observations
 QQ0640.and adjusted by the National Geodetic Survey in June 2012.
 QQ0640
 QQ0640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0640.been affixed to the stable North American tectonic plate. See 
 QQ0640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0640
 QQ0640.The horizontal coordinates are valid at the epoch date displayed above
 QQ0640.which is a decimal equivalence of Year/Month/Day.
 QQ0640
 QQ0640.The orthometric height was determined by differential leveling and
 QQ0640.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0640.in July 1998.
 QQ0640
 QQ0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0640.GEOID18 height accuracy estimate available here.
 QQ0640
 QQ0640.Click photographs - Photos may exist for this station.
 QQ0640
 QQ0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0640
 QQ0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0640
 QQ0640.The ellipsoidal height was determined by GPS observations
 QQ0640.and is referenced to NAD 83.
 QQ0640
 QQ0640.The dynamic height is computed by dividing the NAVD 88
 QQ0640.geopotential number by the normal gravity value computed on the
 QQ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0640.degrees latitude (g = 980.6199 gals.).
 QQ0640
 QQ0640.The modeled gravity was interpolated from observed gravity values.
 QQ0640
 QQ0640. The following values were computed from the NAD 83(2011) position.
 QQ0640
 QQ0640;                    North         East     Units Scale Factor Converg.
 QQ0640;SPC SD N     -   169,028.983   831,272.964   MT  0.99994981   +2 05 16.9
 QQ0640;SPC SD N     -   554,555.92  2,727,268.05   sFT  0.99994981   +2 05 16.9
 QQ0640;UTM  14      - 5,019,960.225   652,862.775   MT  0.99988731   +1 23 12.9
 QQ0640
 QQ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0640!SPC SD N     -   0.99990756  x   0.99994981  =   0.99985738
 QQ0640!UTM  14      -   0.99990756  x   0.99988731  =   0.99979488
 QQ0640
 QQ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5286219960(NAD 83)
 QQ0640
 QQ0640                          SUPERSEDED SURVEY CONTROL
 QQ0640
 QQ0640  NAD 83(2007)-  45 18 59.38655(N)    097 02 59.00413(W) AD(2002.00) 0
 QQ0640  ELLIP H (02/10/07)  589.670  (m)                       GP(2002.00)    
 QQ0640  ELLIP H (04/15/04)  589.697  (m)                       GP(       ) 2 1
 QQ0640  NAD 83(1996)-  45 18 59.38605(N)    097 02 59.00365(W) AD(       ) B
 QQ0640  ELLIP H (04/18/97)  589.711  (m)                       GP(       ) 4 1
 QQ0640  NAVD 88             614.97   (m)         2017.6    (f) LEVELING    3  
 QQ0640  NAVD 88 (06/15/91)  614.969  (m)         2017.61   (f) SUPERSEDED  1 2
 QQ0640
 QQ0640.Superseded values are not recommended for survey control.
 QQ0640
 QQ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0640.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0640
 QQ0640_MARKER: P = PIPE CAP
 QQ0640_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0640_STAMPING: 29-207.50
 QQ0640_MARK LOGO: SDDT
 QQ0640_PROJECTION: FLUSH
 QQ0640_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0640+STABILITY: POSITION/ELEVATION WELL
 QQ0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0640+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 QQ0640_ROD/PIPE-DEPTH: 6.4 meters
 QQ0640_SLEEVE-DEPTH  : 1.8 meters
 QQ0640
 QQ0640  HISTORY     - Date     Condition        Report By
 QQ0640  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0640  HISTORY     - 19900721 GOOD             NGS
 QQ0640  HISTORY     - 19900725 GOOD             NGS
 QQ0640  HISTORY     - 19960712 GOOD             NGS
 QQ0640  HISTORY     - 19970520 GOOD             NGS
 QQ0640  HISTORY     - 20230912 GOOD             SDDT
 QQ0640
 QQ0640                          STATION DESCRIPTION
 QQ0640
 QQ0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0640'0.2 KM (0.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0640'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 128.0 M (419.9 FT)
 QQ0640'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 59.0 M
 QQ0640'(193.6 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND ON RAMP, 7.9 M
 QQ0640'(25.9 FT) NORTH-NORTHWEST OF THE NORTHWESTERLY OF 6 FENCE BRACE POST,
 QQ0640'6.0 M (19.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 QQ0640'SOUTHWEST OF A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST.
 QQ0640'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 QQ0640'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 QQ0640'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 QQ0640'PVC SCREW CAP.
 QQ0640
 QQ0640                          STATION RECOVERY (1990)
 QQ0640
 QQ0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0640'RECOVERED IN GOOD CONDITION.
 QQ0640
 QQ0640                          STATION RECOVERY (1996)
 QQ0640
 QQ0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QQ0640'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF SUMMIT, ALONG THE
 QQ0640'INTERSTATE HIGHWAY 29 NORTHBOUND ON-RAMP AT EXIT 207.  OWNERSHIP--THE
 QQ0640'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 QQ0640'INTERSTATE HIGHWAY 29 AND U.S. HIGHWAY 12 (EXIT 207) WEST OF SUMMIT,
 QQ0640'GO EAST OF U.S. HIGHWAY 12 FOR 0.1 MI (0.2 KM) TO THE NORTHBOUND
 QQ0640'INTERSTATE HIGHWAY ON-RAMP, TURN LEFT AND GO NORTH ON THE RAMP FOR 0.2
 QQ0640'MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 QQ0640'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 QQ0640'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 129.8 M
 QQ0640'(425.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QQ0640'HIGHWAY, 58.7 M (192.6 FT) NORTHEAST OF THE CENTER OF THE RAMP, 10.0 M
 QQ0640'(32.8 FT) ABOVE THE LEVEL OF THE RAMP, 0.5 M (1.6 FT) SOUTHWEST OF A
 QQ0640'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A METAL GUARD
 QQ0640'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 QQ0640'AND THEN A 4-INCH PVC CAP.
 QQ0640
 QQ0640                          STATION RECOVERY (1997)
 QQ0640
 QQ0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0640'0.2 KM (0.10 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0640'JUNCTION OF U.S. HIGHWAY 12 AT SUMMIT (EXIT 207), 128.0 M (419.9 FT)
 QQ0640'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 59.0 M
 QQ0640'(193.6 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND ON RAMP, 7.7 M
 QQ0640'(25.3 FT) NORTHWEST OF THE NORTHWEST END OF 6 BRACED FENCE POSTS, 6.0
 QQ0640'M (19.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST
 QQ0640'OF A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE
 QQ0640'DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A STEEL PIPE CAP
 QQ0640'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE
 QQ0640'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 QQ0640'CAP.  THE MONUMENT IS A SOUTH DAKOTA HARN STATION.
 QQ0640
 QQ0640                          STATION RECOVERY (2023)
 QQ0640
 QQ0640'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 QQ0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0745 ***********************************************************************
 QQ0745  DESIGNATION -  I29 208.68
 QQ0745  PID         -  QQ0745
 QQ0745  STATE/COUNTY-  SD/ROBERTS
 QQ0745  COUNTRY     -  US
 QQ0745  USGS QUAD   -  SUMMIT (2017)
 QQ0745
 QQ0745                         *CURRENT SURVEY CONTROL
 QQ0745  ______________________________________________________________________
 QQ0745* NAD 83(1986) POSITION- 45 20 02.     (N) 097 03 03.     (W)   SCALED
 QQ0745* NAVD 88 ORTHO HEIGHT -   613.378 (meters)     2012.39  (feet) ADJUSTED
 QQ0745  ______________________________________________________________________
 QQ0745  GEOID HEIGHT    -        -25.358 (meters)                     GEOID18
 QQ0745  DYNAMIC HEIGHT  -        613.310 (meters)     2012.17  (feet) COMP
 QQ0745  MODELED GRAVITY -    980,486.2   (mgal)                       NAVD 88
 QQ0745
 QQ0745  VERT ORDER      -  FIRST     CLASS II
 QQ0745
 QQ0745.The horizontal coordinates were scaled from a map and have
 QQ0745.an estimated accuracy of +/- 6 seconds.
 QQ0745
 QQ0745.The orthometric height was determined by differential leveling and
 QQ0745.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0745.in June 1991.
 QQ0745
 QQ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0745.GEOID18 height accuracy estimate available here.
 QQ0745
 QQ0745.Click photographs - Photos may exist for this station.
 QQ0745
 QQ0745.The dynamic height is computed by dividing the NAVD 88
 QQ0745.geopotential number by the normal gravity value computed on the
 QQ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0745.degrees latitude (g = 980.6199 gals.).
 QQ0745
 QQ0745.The modeled gravity was interpolated from observed gravity values.
 QQ0745
 QQ0745;                    North         East    Units  Estimated Accuracy
 QQ0745;SPC SD N     -   170,960.      831,120.      MT  (+/- 180 meters Scaled)
 QQ0745
 QQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527218(NAD 83)
 QQ0745
 QQ0745                          SUPERSEDED SURVEY CONTROL
 QQ0745
 QQ0745.No superseded survey control is available for this station.
 QQ0745
 QQ0745_MARKER: DB = BENCH MARK DISK
 QQ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0745_STAMPING: 29-208.68 1981 2012.02
 QQ0745_MARK LOGO: SDHD
 QQ0745_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0745+STABILITY: SURFACE MOTION
 QQ0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0745+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 QQ0745
 QQ0745  HISTORY     - Date     Condition        Report By
 QQ0745  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0745  HISTORY     - 19900725 GOOD             NGS
 QQ0745  HISTORY     - 19970714 GOOD             NGS
 QQ0745
 QQ0745                          STATION DESCRIPTION
 QQ0745
 QQ0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0745'2.2 KM (1.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0745'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 1.1 KM (0.7 MI) NORTH
 QQ0745'OF MILEPOST 208, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0745'NORTHBOUND LANES OF THE HIGHWAY, 29.1 M (95.5 FT) SOUTHEAST OF THE
 QQ0745'EAST END OF A 24-INCH PIPE CULVERT, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 QQ0745'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0745'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QQ0745
 QQ0745                          STATION RECOVERY (1997)
 QQ0745
 QQ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0745'2.2 KM (1.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0745'JUNCTION OF U.S. HIGHWAY 12 AT SUMMIT (EXIT 207), 1.1 KM (0.70 MI)
 QQ0745'NORTH OF MILEPOST 208, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0745'NORTHBOUND LANES OF THE HIGHWAY, 29.1 M (95.5 FT) SOUTHEAST OF THE
 QQ0745'EAST END OF A PIPE CULVERT, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QQ0745'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0745'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0744 ***********************************************************************
 QQ0744  DESIGNATION -  I29 209.62
 QQ0744  PID         -  QQ0744
 QQ0744  STATE/COUNTY-  SD/ROBERTS
 QQ0744  COUNTRY     -  US
 QQ0744  USGS QUAD   -  SUMMIT (2017)
 QQ0744
 QQ0744                         *CURRENT SURVEY CONTROL
 QQ0744  ______________________________________________________________________
 QQ0744* NAD 83(1986) POSITION- 45 20 52.     (N) 097 03 00.     (W)   SCALED
 QQ0744* NAVD 88 ORTHO HEIGHT -   617.811 (meters)     2026.93  (feet) ADJUSTED
 QQ0744  ______________________________________________________________________
 QQ0744  GEOID HEIGHT    -        -25.366 (meters)                     GEOID18
 QQ0744  DYNAMIC HEIGHT  -        617.745 (meters)     2026.72  (feet) COMP
 QQ0744  MODELED GRAVITY -    980,489.4   (mgal)                       NAVD 88
 QQ0744
 QQ0744  VERT ORDER      -  FIRST     CLASS II
 QQ0744
 QQ0744.The horizontal coordinates were scaled from a map and have
 QQ0744.an estimated accuracy of +/- 6 seconds.
 QQ0744
 QQ0744.The orthometric height was determined by differential leveling and
 QQ0744.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0744.in June 1991.
 QQ0744
 QQ0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0744.GEOID18 height accuracy estimate available here.
 QQ0744
 QQ0744.Click photographs - Photos may exist for this station.
 QQ0744
 QQ0744.The dynamic height is computed by dividing the NAVD 88
 QQ0744.geopotential number by the normal gravity value computed on the
 QQ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0744.degrees latitude (g = 980.6199 gals.).
 QQ0744
 QQ0744.The modeled gravity was interpolated from observed gravity values.
 QQ0744
 QQ0744;                    North         East    Units  Estimated Accuracy
 QQ0744;SPC SD N     -   172,500.      831,130.      MT  (+/- 180 meters Scaled)
 QQ0744
 QQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527234(NAD 83)
 QQ0744
 QQ0744                          SUPERSEDED SURVEY CONTROL
 QQ0744
 QQ0744.No superseded survey control is available for this station.
 QQ0744
 QQ0744_MARKER: DB = BENCH MARK DISK
 QQ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0744_STAMPING: 29-209.62 1981 2026.53
 QQ0744_MARK LOGO: SDHD
 QQ0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0744+STABILITY: SURFACE MOTION
 QQ0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0744+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0744
 QQ0744  HISTORY     - Date     Condition        Report By
 QQ0744  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0744  HISTORY     - 19900725 GOOD             NGS
 QQ0744
 QQ0744                          STATION DESCRIPTION
 QQ0744
 QQ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0744'3.7 KM (2.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0744'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 1.0 KM (0.6 MI) NORTH
 QQ0744'OF MILEPOST 209, 30.5 M (100.1 FT) SOUTH OF THE MOST SOUTHERLY OF 2
 QQ0744'FENCE BRACE POSTS, 29.2 M (95.8 FT) EAST OF THE CENTERLINE OF THE
 QQ0744'NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 QQ0744'THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.35 M (1.15 FT)
 QQ0744'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.01 M (0.03
 QQ0744'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0743 ***********************************************************************
 QQ0743  DESIGNATION -  I29 210.64
 QQ0743  PID         -  QQ0743
 QQ0743  STATE/COUNTY-  SD/ROBERTS
 QQ0743  COUNTRY     -  US
 QQ0743  USGS QUAD   -  SUMMIT (2017)
 QQ0743
 QQ0743                         *CURRENT SURVEY CONTROL
 QQ0743  ______________________________________________________________________
 QQ0743* NAD 83(1986) POSITION- 45 21 45.     (N) 097 02 59.     (W)   SCALED
 QQ0743* NAVD 88 ORTHO HEIGHT -   609.519 (meters)     1999.73  (feet) ADJUSTED
 QQ0743  ______________________________________________________________________
 QQ0743  GEOID HEIGHT    -        -25.375 (meters)                     GEOID18
 QQ0743  DYNAMIC HEIGHT  -        609.456 (meters)     1999.52  (feet) COMP
 QQ0743  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 QQ0743
 QQ0743  VERT ORDER      -  FIRST     CLASS II
 QQ0743
 QQ0743.The horizontal coordinates were scaled from a map and have
 QQ0743.an estimated accuracy of +/- 6 seconds.
 QQ0743
 QQ0743.The orthometric height was determined by differential leveling and
 QQ0743.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0743.in June 1991.
 QQ0743
 QQ0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0743.GEOID18 height accuracy estimate available here.
 QQ0743
 QQ0743.Click photographs - Photos may exist for this station.
 QQ0743
 QQ0743.The dynamic height is computed by dividing the NAVD 88
 QQ0743.geopotential number by the normal gravity value computed on the
 QQ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0743.degrees latitude (g = 980.6199 gals.).
 QQ0743
 QQ0743.The modeled gravity was interpolated from observed gravity values.
 QQ0743
 QQ0743;                    North         East    Units  Estimated Accuracy
 QQ0743;SPC SD N     -   174,140.      831,090.      MT  (+/- 180 meters Scaled)
 QQ0743
 QQ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR527250(NAD 83)
 QQ0743
 QQ0743                          SUPERSEDED SURVEY CONTROL
 QQ0743
 QQ0743.No superseded survey control is available for this station.
 QQ0743
 QQ0743_MARKER: DB = BENCH MARK DISK
 QQ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0743_STAMPING: 29-210.64 1981 1999.28
 QQ0743_MARK LOGO: SDHD
 QQ0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0743+STABILITY: SURFACE MOTION
 QQ0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0743+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0743
 QQ0743  HISTORY     - Date     Condition        Report By
 QQ0743  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0743  HISTORY     - 19900725 GOOD             NGS
 QQ0743
 QQ0743                          STATION DESCRIPTION
 QQ0743
 QQ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0743'5.3 KM (3.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0743'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 1.0 KM (0.6 MI) NORTH
 QQ0743'OF MILEPOST 210, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0743'NORTHBOUND LANES OF THE HIGHWAY, 1.35 M (4.43 FT) NORTH OF A T-FENCE
 QQ0743'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 QQ0743'WEST OF A FENCE, 0.25 M (0.82 FT) SOUTHWEST OF A WITNESS POST, AND
 QQ0743'THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0742 ***********************************************************************
 QQ0742  DESIGNATION -  I29 211.66
 QQ0742  PID         -  QQ0742
 QQ0742  STATE/COUNTY-  SD/ROBERTS
 QQ0742  COUNTRY     -  US
 QQ0742  USGS QUAD   -  SUMMIT NE (2017)
 QQ0742
 QQ0742                         *CURRENT SURVEY CONTROL
 QQ0742  ______________________________________________________________________
 QQ0742* NAD 83(1986) POSITION- 45 22 30.     (N) 097 02 54.     (W)   SCALED
 QQ0742* NAVD 88 ORTHO HEIGHT -   594.463 (meters)     1950.33  (feet) ADJUSTED
 QQ0742  ______________________________________________________________________
 QQ0742  GEOID HEIGHT    -        -25.385 (meters)                     GEOID18
 QQ0742  DYNAMIC HEIGHT  -        594.403 (meters)     1950.14  (feet) COMP
 QQ0742  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 QQ0742
 QQ0742  VERT ORDER      -  FIRST     CLASS II
 QQ0742
 QQ0742.The horizontal coordinates were scaled from a map and have
 QQ0742.an estimated accuracy of +/- 6 seconds.
 QQ0742
 QQ0742.The orthometric height was determined by differential leveling and
 QQ0742.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0742.in June 1991.
 QQ0742
 QQ0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0742.GEOID18 height accuracy estimate available here.
 QQ0742
 QQ0742.Click photographs - Photos may exist for this station.
 QQ0742
 QQ0742.The dynamic height is computed by dividing the NAVD 88
 QQ0742.geopotential number by the normal gravity value computed on the
 QQ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0742.degrees latitude (g = 980.6199 gals.).
 QQ0742
 QQ0742.The modeled gravity was interpolated from observed gravity values.
 QQ0742
 QQ0742;                    North         East    Units  Estimated Accuracy
 QQ0742;SPC SD N     -   175,530.      831,150.      MT  (+/- 180 meters Scaled)
 QQ0742
 QQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR528264(NAD 83)
 QQ0742
 QQ0742                          SUPERSEDED SURVEY CONTROL
 QQ0742
 QQ0742.No superseded survey control is available for this station.
 QQ0742
 QQ0742_MARKER: DB = BENCH MARK DISK
 QQ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0742_STAMPING: 29-211.66 1981 1949.85
 QQ0742_MARK LOGO: SDHD
 QQ0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0742+STABILITY: SURFACE MOTION
 QQ0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0742+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0742
 QQ0742  HISTORY     - Date     Condition        Report By
 QQ0742  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0742  HISTORY     - 19900725 GOOD             NGS
 QQ0742
 QQ0742                          STATION DESCRIPTION
 QQ0742
 QQ0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0742'7.0 KM (4.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0742'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 1.05 KM (0.65 MI)
 QQ0742'NORTHEAST OF MILEPOST 211, 29.3 M (96.1 FT) EAST OF AND LEVEL WITH
 QQ0742'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 17.4 M (57.1
 QQ0742'FT) NORTH OF THE MOST NORTHERLY OF 2 T-FENCE CORNERS, 0.35 M (1.15
 QQ0742'FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.03 M
 QQ0742'(0.10 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0713 ***********************************************************************
 QQ0713  DESIGNATION -  I29 212.26
 QQ0713  PID         -  QQ0713
 QQ0713  STATE/COUNTY-  SD/ROBERTS
 QQ0713  COUNTRY     -  US
 QQ0713  USGS QUAD   -  SUMMIT NE (2017)
 QQ0713
 QQ0713                         *CURRENT SURVEY CONTROL
 QQ0713  ______________________________________________________________________
 QQ0713* NAD 83(1986) POSITION- 45 23 02.     (N) 097 02 31.     (W)   SCALED
 QQ0713* NAVD 88 ORTHO HEIGHT -   585.998 (meters)     1922.56  (feet) ADJUSTED
 QQ0713  ______________________________________________________________________
 QQ0713  GEOID HEIGHT    -        -25.401 (meters)                     GEOID18
 QQ0713  DYNAMIC HEIGHT  -        585.941 (meters)     1922.37  (feet) COMP
 QQ0713  MODELED GRAVITY -    980,498.4   (mgal)                       NAVD 88
 QQ0713
 QQ0713  VERT ORDER      -  FIRST     CLASS II
 QQ0713
 QQ0713.The horizontal coordinates were scaled from a map and have
 QQ0713.an estimated accuracy of +/- 6 seconds.
 QQ0713
 QQ0713.The orthometric height was determined by differential leveling and
 QQ0713.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0713.in June 1991.
 QQ0713
 QQ0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0713.GEOID18 height accuracy estimate available here.
 QQ0713
 QQ0713.Click photographs - Photos may exist for this station.
 QQ0713
 QQ0713.The dynamic height is computed by dividing the NAVD 88
 QQ0713.geopotential number by the normal gravity value computed on the
 QQ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0713.degrees latitude (g = 980.6199 gals.).
 QQ0713
 QQ0713.The modeled gravity was interpolated from observed gravity values.
 QQ0713
 QQ0713;                    North         East    Units  Estimated Accuracy
 QQ0713;SPC SD N     -   176,540.      831,610.      MT  (+/- 180 meters Scaled)
 QQ0713
 QQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR532274(NAD 83)
 QQ0713
 QQ0713                          SUPERSEDED SURVEY CONTROL
 QQ0713
 QQ0713.No superseded survey control is available for this station.
 QQ0713
 QQ0713_MARKER: DB = BENCH MARK DISK
 QQ0713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0713_SP_SET: ABUTMENT
 QQ0713_STAMPING: 29-212.26 1981 1922.07
 QQ0713_MARK LOGO: SDHD
 QQ0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0713+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0713
 QQ0713  HISTORY     - Date     Condition        Report By
 QQ0713  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0713  HISTORY     - 19900725 GOOD             NGS
 QQ0713  HISTORY     - 19950101 GOOD             SDDENR
 QQ0713
 QQ0713                          STATION DESCRIPTION
 QQ0713
 QQ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0713'7.9 KM (4.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0713'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 3.0 M
 QQ0713'(9.8 FT) SOUTH OF THE NORTH END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 QQ0713'THE SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 0.45 KM (0.28 MI)
 QQ0713'NORTHEAST OF MILEPOST 212, 7.5 M (24.6 FT) NORTHWEST OF THE
 QQ0713'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0713'ABOVE THE LEVEL OF THE HIGHWAY.
 QQ0713
 QQ0713                          STATION RECOVERY (1995)
 QQ0713
 QQ0713'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0713'FOUND IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0741 ***********************************************************************
 QQ0741  DESIGNATION -  I29 212.27
 QQ0741  PID         -  QQ0741
 QQ0741  STATE/COUNTY-  SD/ROBERTS
 QQ0741  COUNTRY     -  US
 QQ0741  USGS QUAD   -  SUMMIT NE (2017)
 QQ0741
 QQ0741                         *CURRENT SURVEY CONTROL
 QQ0741  ______________________________________________________________________
 QQ0741* NAD 83(1986) POSITION- 45 23 03.     (N) 097 02 27.     (W)   SCALED
 QQ0741* NAVD 88 ORTHO HEIGHT -   585.859 (meters)     1922.11  (feet) ADJUSTED
 QQ0741  ______________________________________________________________________
 QQ0741  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 QQ0741  DYNAMIC HEIGHT  -        585.802 (meters)     1921.92  (feet) COMP
 QQ0741  MODELED GRAVITY -    980,498.7   (mgal)                       NAVD 88
 QQ0741
 QQ0741  VERT ORDER      -  FIRST     CLASS II
 QQ0741
 QQ0741.The horizontal coordinates were scaled from a map and have
 QQ0741.an estimated accuracy of +/- 6 seconds.
 QQ0741
 QQ0741.The orthometric height was determined by differential leveling and
 QQ0741.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0741.in June 1991.
 QQ0741
 QQ0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0741.GEOID18 height accuracy estimate available here.
 QQ0741
 QQ0741.Click photographs - Photos may exist for this station.
 QQ0741
 QQ0741.The dynamic height is computed by dividing the NAVD 88
 QQ0741.geopotential number by the normal gravity value computed on the
 QQ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0741.degrees latitude (g = 980.6199 gals.).
 QQ0741
 QQ0741.The modeled gravity was interpolated from observed gravity values.
 QQ0741
 QQ0741;                    North         East    Units  Estimated Accuracy
 QQ0741;SPC SD N     -   176,570.      831,700.      MT  (+/- 180 meters Scaled)
 QQ0741
 QQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR533274(NAD 83)
 QQ0741
 QQ0741                          SUPERSEDED SURVEY CONTROL
 QQ0741
 QQ0741.No superseded survey control is available for this station.
 QQ0741
 QQ0741_MARKER: DB = BENCH MARK DISK
 QQ0741_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0741_SP_SET: ABUTMENT
 QQ0741_STAMPING: 29-212.27 1981 1921.61
 QQ0741_MARK LOGO: SDHD
 QQ0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0741+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0741
 QQ0741  HISTORY     - Date     Condition        Report By
 QQ0741  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0741  HISTORY     - 19900725 GOOD             NGS
 QQ0741
 QQ0741                          STATION DESCRIPTION
 QQ0741
 QQ0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0741'7.9 KM (4.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0741'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 3.0 M
 QQ0741'(9.8 FT) NORTH OF THE SOUTH END OF THE NORTHEAST CONCRETE ABUTMENT OF
 QQ0741'THE NORTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 0.45 KM (0.28 MI)
 QQ0741'NORTHEAST OF MILEPOST 212, 7.3 M (24.0 FT) SOUTHEAST OF THE
 QQ0741'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT)
 QQ0741'NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 QQ0741'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0740 ***********************************************************************
 QQ0740  DESIGNATION -  I29 212.4
 QQ0740  PID         -  QQ0740
 QQ0740  STATE/COUNTY-  SD/ROBERTS
 QQ0740  COUNTRY     -  US
 QQ0740  USGS QUAD   -  SUMMIT NE (2017)
 QQ0740
 QQ0740                         *CURRENT SURVEY CONTROL
 QQ0740  ______________________________________________________________________
 QQ0740* NAD 83(1986) POSITION- 45 23 09.     (N) 097 02 20.     (W)   SCALED
 QQ0740* NAVD 88 ORTHO HEIGHT -   582.919 (meters)     1912.46  (feet) ADJUSTED
 QQ0740  ______________________________________________________________________
 QQ0740  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 QQ0740  DYNAMIC HEIGHT  -        582.862 (meters)     1912.27  (feet) COMP
 QQ0740  MODELED GRAVITY -    980,499.4   (mgal)                       NAVD 88
 QQ0740
 QQ0740  VERT ORDER      -  FIRST     CLASS II
 QQ0740
 QQ0740.The horizontal coordinates were scaled from a map and have
 QQ0740.an estimated accuracy of +/- 6 seconds.
 QQ0740
 QQ0740.The orthometric height was determined by differential leveling and
 QQ0740.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0740.in June 1991.
 QQ0740
 QQ0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0740.GEOID18 height accuracy estimate available here.
 QQ0740
 QQ0740.Click photographs - Photos may exist for this station.
 QQ0740
 QQ0740.The dynamic height is computed by dividing the NAVD 88
 QQ0740.geopotential number by the normal gravity value computed on the
 QQ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0740.degrees latitude (g = 980.6199 gals.).
 QQ0740
 QQ0740.The modeled gravity was interpolated from observed gravity values.
 QQ0740
 QQ0740;                    North         East    Units  Estimated Accuracy
 QQ0740;SPC SD N     -   176,760.      831,840.      MT  (+/- 180 meters Scaled)
 QQ0740
 QQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR535276(NAD 83)
 QQ0740
 QQ0740                          SUPERSEDED SURVEY CONTROL
 QQ0740
 QQ0740.No superseded survey control is available for this station.
 QQ0740
 QQ0740_MARKER: Z = SEE DESCRIPTION
 QQ0740_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0740_STAMPING: 29-212.4
 QQ0740_MARK LOGO: NGS
 QQ0740_PROJECTION: PROJECTING 4 CENTIMETERS
 QQ0740_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0740+STABILITY: POSITION/ELEVATION WELL
 QQ0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0740+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0740_ROD/PIPE-DEPTH: 6.4 meters
 QQ0740_SLEEVE-DEPTH  : 2.0 meters
 QQ0740
 QQ0740  HISTORY     - Date     Condition        Report By
 QQ0740  HISTORY     - 1989     MONUMENTED       SDDT
 QQ0740  HISTORY     - 19900725 GOOD             NGS
 QQ0740
 QQ0740                          STATION DESCRIPTION
 QQ0740
 QQ0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0740'8.2 KM (5.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0740'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.7 KM (0.4 MI)
 QQ0740'NORTHEAST OF MILEPOST 212, 29.4 M (96.5 FT) SOUTHEAST OF THE
 QQ0740'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 QQ0740'SOUTHEAST OF A WITNESS POST, AND 0.4 M (1.3 FT) NORTHWEST OF A FENCE.
 QQ0740'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 QQ0740'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 QQ0740'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THAN THROUGH A 4-INCH
 QQ0740'PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0739 ***********************************************************************
 QQ0739  DESIGNATION -  I29 213.05
 QQ0739  PID         -  QQ0739
 QQ0739  STATE/COUNTY-  SD/ROBERTS
 QQ0739  COUNTRY     -  US
 QQ0739  USGS QUAD   -  SUMMIT NE (2017)
 QQ0739
 QQ0739                         *CURRENT SURVEY CONTROL
 QQ0739  ______________________________________________________________________
 QQ0739* NAD 83(1986) POSITION- 45 23 34.     (N) 097 01 49.     (W)   SCALED
 QQ0739* NAVD 88 ORTHO HEIGHT -   562.752 (meters)     1846.30  (feet) ADJUSTED
 QQ0739  ______________________________________________________________________
 QQ0739  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 QQ0739  DYNAMIC HEIGHT  -        562.698 (meters)     1846.12  (feet) COMP
 QQ0739  MODELED GRAVITY -    980,502.4   (mgal)                       NAVD 88
 QQ0739
 QQ0739  VERT ORDER      -  FIRST     CLASS II
 QQ0739
 QQ0739.The horizontal coordinates were scaled from a map and have
 QQ0739.an estimated accuracy of +/- 6 seconds.
 QQ0739
 QQ0739.The orthometric height was determined by differential leveling and
 QQ0739.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0739.in June 1991.
 QQ0739
 QQ0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0739.GEOID18 height accuracy estimate available here.
 QQ0739
 QQ0739.Click photographs - Photos may exist for this station.
 QQ0739
 QQ0739.The dynamic height is computed by dividing the NAVD 88
 QQ0739.geopotential number by the normal gravity value computed on the
 QQ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0739.degrees latitude (g = 980.6199 gals.).
 QQ0739
 QQ0739.The modeled gravity was interpolated from observed gravity values.
 QQ0739
 QQ0739;                    North         East    Units  Estimated Accuracy
 QQ0739;SPC SD N     -   177,560.      832,490.      MT  (+/- 180 meters Scaled)
 QQ0739
 QQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR541284(NAD 83)
 QQ0739
 QQ0739                          SUPERSEDED SURVEY CONTROL
 QQ0739
 QQ0739.No superseded survey control is available for this station.
 QQ0739
 QQ0739_MARKER: DB = BENCH MARK DISK
 QQ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0739_STAMPING: 29-213.05 1981 1845.76
 QQ0739_MARK LOGO: SDHD
 QQ0739_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0739+STABILITY: SURFACE MOTION
 QQ0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0739+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0739
 QQ0739  HISTORY     - Date     Condition        Report By
 QQ0739  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0739  HISTORY     - 19900725 GOOD             NGS
 QQ0739
 QQ0739                          STATION DESCRIPTION
 QQ0739
 QQ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0739'9.2 KM (5.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0739'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 0.1 KM (0.1 MI)
 QQ0739'NORTHEAST OF MILEPOST 213, 29.4 M (96.5 FT) SOUTHEAST OF THE
 QQ0739'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.55 M (11.65 FT)
 QQ0739'NORTHEAST OF THE MOST SOUTHWESTERLY OF 6 FENCE BRACE POSTS, 0.6 M
 QQ0739'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF
 QQ0739'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QQ0739'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0712 ***********************************************************************
 QQ0712  DESIGNATION -  I29 213.93
 QQ0712  PID         -  QQ0712
 QQ0712  STATE/COUNTY-  SD/ROBERTS
 QQ0712  COUNTRY     -  US
 QQ0712  USGS QUAD   -  SUMMIT NE (2017)
 QQ0712
 QQ0712                         *CURRENT SURVEY CONTROL
 QQ0712  ______________________________________________________________________
 QQ0712* NAD 83(1986) POSITION- 45 24 10.93   (N) 097 01 17.94   (W)   HD_HELD1
 QQ0712* NAVD 88 ORTHO HEIGHT -   548.196 (meters)     1798.54  (feet) ADJUSTED
 QQ0712  ______________________________________________________________________
 QQ0712  GEOID HEIGHT    -        -25.452 (meters)                     GEOID18
 QQ0712  DYNAMIC HEIGHT  -        548.145 (meters)     1798.37  (feet) COMP
 QQ0712  MODELED GRAVITY -    980,506.3   (mgal)                       NAVD 88
 QQ0712
 QQ0712  VERT ORDER      -  FIRST     CLASS II
 QQ0712
 QQ0712.The horizontal coordinates were determined by differentially corrected
 QQ0712.hand held GPS observations or other comparable positioning techniques
 QQ0712.and have an estimated accuracy of +/- 3 meters.
 QQ0712
 QQ0712.The orthometric height was determined by differential leveling and
 QQ0712.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0712.in June 1991.
 QQ0712
 QQ0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0712.GEOID18 height accuracy estimate available here.
 QQ0712
 QQ0712.Click photographs - Photos may exist for this station.
 QQ0712
 QQ0712.The dynamic height is computed by dividing the NAVD 88
 QQ0712.geopotential number by the normal gravity value computed on the
 QQ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0712.degrees latitude (g = 980.6199 gals.).
 QQ0712
 QQ0712.The modeled gravity was interpolated from observed gravity values.
 QQ0712
 QQ0712;                    North         East    Units  Estimated Accuracy
 QQ0712;SPC SD N     -   178,720.5     833,118.9     MT  (+/- 3 meters HH1 GPS) 
 QQ0712
 QQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5482629627(NAD 83)
 QQ0712
 QQ0712                          SUPERSEDED SURVEY CONTROL
 QQ0712
 QQ0712.No superseded survey control is available for this station.
 QQ0712
 QQ0712_MARKER: DB = BENCH MARK DISK
 QQ0712_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0712_SP_SET: ABUTMENT
 QQ0712_STAMPING: 1798.01 29-213.93 1981
 QQ0712_MARK LOGO: SDHD
 QQ0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0712+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0712
 QQ0712  HISTORY     - Date     Condition        Report By
 QQ0712  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0712  HISTORY     - 19900725 GOOD             NGS
 QQ0712  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0712
 QQ0712                          STATION DESCRIPTION
 QQ0712
 QQ0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0712'10.7 KM (6.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0712'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 2.9 M
 QQ0712'(9.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE
 QQ0712'ABUTMENT OF STATE HIGHWAY 15 OVERPASS OF THE HIGHWAY (EXIT 213), 1.55
 QQ0712'KM (0.96 MI) NORTHEAST OF MILEPOST 213, 30.0 M (98.4 FT) (SLOPE
 QQ0712'MEASUREMENT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 QQ0712'THE HIGHWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M
 QQ0712'(0.7 FT) NORTHEAST OF A WITNESS POST.
 QQ0712
 QQ0712                          STATION RECOVERY (2013)
 QQ0712
 QQ0712'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0738 ***********************************************************************
 QQ0738  DESIGNATION -  I29 213.94
 QQ0738  PID         -  QQ0738
 QQ0738  STATE/COUNTY-  SD/ROBERTS
 QQ0738  COUNTRY     -  US
 QQ0738  USGS QUAD   -  SUMMIT NE (2017)
 QQ0738
 QQ0738                         *CURRENT SURVEY CONTROL
 QQ0738  ______________________________________________________________________
 QQ0738* NAD 83(1986) POSITION- 45 24 13.36   (N) 097 01 11.23   (W)   HD_HELD1
 QQ0738* NAVD 88 ORTHO HEIGHT -   544.906 (meters)     1787.75  (feet) ADJUSTED
 QQ0738  ______________________________________________________________________
 QQ0738  GEOID HEIGHT    -        -25.456 (meters)                     GEOID18
 QQ0738  DYNAMIC HEIGHT  -        544.856 (meters)     1787.58  (feet) COMP
 QQ0738  MODELED GRAVITY -    980,506.8   (mgal)                       NAVD 88
 QQ0738
 QQ0738  VERT ORDER      -  FIRST     CLASS II
 QQ0738
 QQ0738.The horizontal coordinates were determined by differentially corrected
 QQ0738.hand held GPS observations or other comparable positioning techniques
 QQ0738.and have an estimated accuracy of +/- 3 meters.
 QQ0738
 QQ0738.The orthometric height was determined by differential leveling and
 QQ0738.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0738.in June 1991.
 QQ0738
 QQ0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0738.GEOID18 height accuracy estimate available here.
 QQ0738
 QQ0738.Click photographs - Photos may exist for this station.
 QQ0738
 QQ0738.The dynamic height is computed by dividing the NAVD 88
 QQ0738.geopotential number by the normal gravity value computed on the
 QQ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0738.degrees latitude (g = 980.6199 gals.).
 QQ0738
 QQ0738.The modeled gravity was interpolated from observed gravity values.
 QQ0738
 QQ0738;                    North         East    Units  Estimated Accuracy
 QQ0738;SPC SD N     -   178,800.9     833,262.0     MT  (+/- 3 meters HH1 GPS) 
 QQ0738
 QQ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5497029706(NAD 83)
 QQ0738
 QQ0738                          SUPERSEDED SURVEY CONTROL
 QQ0738
 QQ0738.No superseded survey control is available for this station.
 QQ0738
 QQ0738_MARKER: DB = BENCH MARK DISK
 QQ0738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0738_SP_SET: ABUTMENT
 QQ0738_STAMPING: 1787.23 29-213.94 1981
 QQ0738_MARK LOGO: SDDT
 QQ0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0738+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0738
 QQ0738  HISTORY     - Date     Condition        Report By
 QQ0738  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0738  HISTORY     - 19900725 GOOD             NGS
 QQ0738  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0738
 QQ0738                          STATION DESCRIPTION
 QQ0738
 QQ0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0738'10.7 KM (6.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0738'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 3.1 M
 QQ0738'(10.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE
 QQ0738'ABUTMENT OF STATE HIGHWAY 15 OVERPASS OF THE HIGHWAY (EXIT 213), 50.0
 QQ0738'M (164.0 FT) (SLOPE MEASUREMENT) SOUTH OF MILEPOST 214, 30.0 M (98.4
 QQ0738'FT) (SLOPE MEASUREMENT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 QQ0738'LANES OF THE HIGHWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STATE
 QQ0738'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 QQ0738
 QQ0738                          STATION RECOVERY (2013)
 QQ0738
 QQ0738'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0737 ***********************************************************************
 QQ0737  DESIGNATION -  I29 214.1
 QQ0737  PID         -  QQ0737
 QQ0737  STATE/COUNTY-  SD/ROBERTS
 QQ0737  COUNTRY     -  US
 QQ0737  USGS QUAD   -  SUMMIT NE (2017)
 QQ0737
 QQ0737                         *CURRENT SURVEY CONTROL
 QQ0737  ______________________________________________________________________
 QQ0737* NAD 83(1986) POSITION- 45 24 18.     (N) 097 01 05.     (W)   SCALED
 QQ0737* NAVD 88 ORTHO HEIGHT -   535.146 (meters)     1755.72  (feet) ADJUSTED
 QQ0737  ______________________________________________________________________
 QQ0737  GEOID HEIGHT    -        -25.461 (meters)                     GEOID18
 QQ0737  DYNAMIC HEIGHT  -        535.097 (meters)     1755.56  (feet) COMP
 QQ0737  MODELED GRAVITY -    980,507.4   (mgal)                       NAVD 88
 QQ0737
 QQ0737  VERT ORDER      -  FIRST     CLASS II
 QQ0737
 QQ0737.The horizontal coordinates were scaled from a map and have
 QQ0737.an estimated accuracy of +/- 6 seconds.
 QQ0737
 QQ0737.The orthometric height was determined by differential leveling and
 QQ0737.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0737.in June 1991.
 QQ0737
 QQ0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0737.GEOID18 height accuracy estimate available here.
 QQ0737
 QQ0737.Click photographs - Photos may exist for this station.
 QQ0737
 QQ0737.The dynamic height is computed by dividing the NAVD 88
 QQ0737.geopotential number by the normal gravity value computed on the
 QQ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0737.degrees latitude (g = 980.6199 gals.).
 QQ0737
 QQ0737.The modeled gravity was interpolated from observed gravity values.
 QQ0737
 QQ0737;                    North         East    Units  Estimated Accuracy
 QQ0737;SPC SD N     -   178,950.      833,390.      MT  (+/- 180 meters Scaled)
 QQ0737
 QQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR551298(NAD 83)
 QQ0737
 QQ0737                          SUPERSEDED SURVEY CONTROL
 QQ0737
 QQ0737.No superseded survey control is available for this station.
 QQ0737
 QQ0737_MARKER: Z = SEE DESCRIPTION
 QQ0737_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0737_STAMPING: 29-214.1
 QQ0737_MARK LOGO: NGS
 QQ0737_PROJECTION: PROJECTING 3 CENTIMETERS
 QQ0737_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0737+STABILITY: POSITION/ELEVATION WELL
 QQ0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0737+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0737_ROD/PIPE-DEPTH: 6.4 meters
 QQ0737_SLEEVE-DEPTH  : 2.0 meters
 QQ0737
 QQ0737  HISTORY     - Date     Condition        Report By
 QQ0737  HISTORY     - 1989     MONUMENTED       SDDT
 QQ0737  HISTORY     - 19900725 GOOD             NGS
 QQ0737
 QQ0737                          STATION DESCRIPTION
 QQ0737
 QQ0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0737'10.9 KM (6.8 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0737'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 0.25 KM (0.16 MI)
 QQ0737'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 12 (EXIT 213), 0.15 KM
 QQ0737'(0.09 MI) NORTHEAST OF MILEPOST 214, 76.0 M (249.3 FT) (SLOPE
 QQ0737'MEASUREMENT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 QQ0737'THE HIGHWAY, 24.1 M (79.1 FT) EAST OF AND LEVEL WITH THE NORTHBOUND
 QQ0737'ON RAMP, 0.4 M (1.3 FT) WEST OF A FENCE, AND 0.4 M (1.3 FT) EAST OF A
 QQ0737'WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 QQ0737'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON
 QQ0737'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 QQ0737'THEN A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0736 ***********************************************************************
 QQ0736  DESIGNATION -  I29 214.23
 QQ0736  PID         -  QQ0736
 QQ0736  STATE/COUNTY-  SD/ROBERTS
 QQ0736  COUNTRY     -  US
 QQ0736  USGS QUAD   -  SUMMIT NE (2017)
 QQ0736
 QQ0736                         *CURRENT SURVEY CONTROL
 QQ0736  ______________________________________________________________________
 QQ0736* NAD 83(1986) POSITION- 45 24 24.     (N) 097 01 03.     (W)   SCALED
 QQ0736* NAVD 88 ORTHO HEIGHT -   524.931 (meters)     1722.21  (feet) ADJUSTED
 QQ0736  ______________________________________________________________________
 QQ0736  GEOID HEIGHT    -        -25.463 (meters)                     GEOID18
 QQ0736  DYNAMIC HEIGHT  -        524.883 (meters)     1722.05  (feet) COMP
 QQ0736  MODELED GRAVITY -    980,507.9   (mgal)                       NAVD 88
 QQ0736
 QQ0736  VERT ORDER      -  FIRST     CLASS II
 QQ0736
 QQ0736.The horizontal coordinates were scaled from a map and have
 QQ0736.an estimated accuracy of +/- 6 seconds.
 QQ0736
 QQ0736.The orthometric height was determined by differential leveling and
 QQ0736.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0736.in June 1991.
 QQ0736
 QQ0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0736.GEOID18 height accuracy estimate available here.
 QQ0736
 QQ0736.Click photographs - Photos may exist for this station.
 QQ0736
 QQ0736.The dynamic height is computed by dividing the NAVD 88
 QQ0736.geopotential number by the normal gravity value computed on the
 QQ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0736.degrees latitude (g = 980.6199 gals.).
 QQ0736
 QQ0736.The modeled gravity was interpolated from observed gravity values.
 QQ0736
 QQ0736;                    North         East    Units  Estimated Accuracy
 QQ0736;SPC SD N     -   179,140.      833,430.      MT  (+/- 180 meters Scaled)
 QQ0736
 QQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR551300(NAD 83)
 QQ0736
 QQ0736                          SUPERSEDED SURVEY CONTROL
 QQ0736
 QQ0736.No superseded survey control is available for this station.
 QQ0736
 QQ0736_MARKER: DB = BENCH MARK DISK
 QQ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0736_STAMPING: 29-214.23 1981
 QQ0736_MARK LOGO: SDHD
 QQ0736_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0736+STABILITY: SURFACE MOTION
 QQ0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0736+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0736
 QQ0736  HISTORY     - Date     Condition        Report By
 QQ0736  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0736  HISTORY     - 19900725 GOOD             NGS
 QQ0736
 QQ0736                          STATION DESCRIPTION
 QQ0736
 QQ0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0736'11.1 KM (6.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0736'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 0.45 KM (0.28 MI)
 QQ0736'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 15 (EXIT 213) 0.35 KM
 QQ0736'(0.22 MI) NORTHEAST OF MILEPOST 214, 41.8 M (137.1 FT) NORTHEAST OF
 QQ0736'THE MOST NORTHEASTERLY OF 6 FENCE BRACE POSTS, 29.2 M (95.8 FT)
 QQ0736'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 QQ0736'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 QQ0736'NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 QQ0736'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0735 ***********************************************************************
 QQ0735  DESIGNATION -  I29 215.24
 QQ0735  PID         -  QQ0735
 QQ0735  STATE/COUNTY-  SD/ROBERTS
 QQ0735  COUNTRY     -  US
 QQ0735  USGS QUAD   -  SUMMIT NE (2017)
 QQ0735
 QQ0735                         *CURRENT SURVEY CONTROL
 QQ0735  ______________________________________________________________________
 QQ0735* NAD 83(1986) POSITION- 45 25 11.     (N) 097 00 25.     (W)   SCALED
 QQ0735* NAVD 88 ORTHO HEIGHT -   491.924 (meters)     1613.92  (feet) ADJUSTED
 QQ0735  ______________________________________________________________________
 QQ0735  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 QQ0735  DYNAMIC HEIGHT  -        491.881 (meters)     1613.78  (feet) COMP
 QQ0735  MODELED GRAVITY -    980,512.9   (mgal)                       NAVD 88
 QQ0735
 QQ0735  VERT ORDER      -  FIRST     CLASS II
 QQ0735
 QQ0735.The horizontal coordinates were scaled from a map and have
 QQ0735.an estimated accuracy of +/- 6 seconds.
 QQ0735
 QQ0735.The orthometric height was determined by differential leveling and
 QQ0735.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0735.in June 1991.
 QQ0735
 QQ0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0735.GEOID18 height accuracy estimate available here.
 QQ0735
 QQ0735.Click photographs - Photos may exist for this station.
 QQ0735
 QQ0735.The dynamic height is computed by dividing the NAVD 88
 QQ0735.geopotential number by the normal gravity value computed on the
 QQ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0735.degrees latitude (g = 980.6199 gals.).
 QQ0735
 QQ0735.The modeled gravity was interpolated from observed gravity values.
 QQ0735
 QQ0735;                    North         East    Units  Estimated Accuracy
 QQ0735;SPC SD N     -   180,620.      834,200.      MT  (+/- 180 meters Scaled)
 QQ0735
 QQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR559315(NAD 83)
 QQ0735
 QQ0735                          SUPERSEDED SURVEY CONTROL
 QQ0735
 QQ0735.No superseded survey control is available for this station.
 QQ0735
 QQ0735_MARKER: DB = BENCH MARK DISK
 QQ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0735_STAMPING: 29-215.24 1981 1613.25
 QQ0735_MARK LOGO: SDHD
 QQ0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0735+STABILITY: SURFACE MOTION
 QQ0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0735+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0735
 QQ0735  HISTORY     - Date     Condition        Report By
 QQ0735  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0735  HISTORY     - 19900725 GOOD             NGS
 QQ0735
 QQ0735                          STATION DESCRIPTION
 QQ0735
 QQ0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0735'12.7 KM (7.9 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0735'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 2.1 KM (1.3 MI)
 QQ0735'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 15 (EXIT 213) 0.4 KM
 QQ0735'(0.2 MI) NORTHEAST OF MILEPOST 215, 23.5 M (77.1 FT) SOUTHEAST OF THE
 QQ0735'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.7 M (31.8 FT)
 QQ0735'SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2 FENCE BRACE POSTS, 0.5 M
 QQ0735'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.45 M (1.48 FT) NORTHWEST
 QQ0735'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 QQ0735'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0733 ***********************************************************************
 QQ0733  DESIGNATION -  I29 215.82
 QQ0733  PID         -  QQ0733
 QQ0733  STATE/COUNTY-  SD/ROBERTS
 QQ0733  COUNTRY     -  US
 QQ0733  USGS QUAD   -  SUMMIT NE (2017)
 QQ0733
 QQ0733                         *CURRENT SURVEY CONTROL
 QQ0733  ______________________________________________________________________
 QQ0733* NAD 83(1986) POSITION- 45 25 37.     (N) 097 00 05.     (W)   SCALED
 QQ0733* NAVD 88 ORTHO HEIGHT -   455.985 (meters)     1496.01  (feet) ADJUSTED
 QQ0733  ______________________________________________________________________
 QQ0733  GEOID HEIGHT    -        -25.515 (meters)                     GEOID18
 QQ0733  DYNAMIC HEIGHT  -        455.946 (meters)     1495.88  (feet) COMP
 QQ0733  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QQ0733
 QQ0733  VERT ORDER      -  FIRST     CLASS II
 QQ0733
 QQ0733.The horizontal coordinates were scaled from a map and have
 QQ0733.an estimated accuracy of +/- 6 seconds.
 QQ0733
 QQ0733.The orthometric height was determined by differential leveling and
 QQ0733.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0733.in June 1991.
 QQ0733
 QQ0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0733.GEOID18 height accuracy estimate available here.
 QQ0733
 QQ0733.Click photographs - Photos may exist for this station.
 QQ0733
 QQ0733.The dynamic height is computed by dividing the NAVD 88
 QQ0733.geopotential number by the normal gravity value computed on the
 QQ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0733.degrees latitude (g = 980.6199 gals.).
 QQ0733
 QQ0733.The modeled gravity was interpolated from observed gravity values.
 QQ0733
 QQ0733;                    North         East    Units  Estimated Accuracy
 QQ0733;SPC SD N     -   181,430.      834,610.      MT  (+/- 180 meters Scaled)
 QQ0733
 QQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR563323(NAD 83)
 QQ0733
 QQ0733                          SUPERSEDED SURVEY CONTROL
 QQ0733
 QQ0733.No superseded survey control is available for this station.
 QQ0733
 QQ0733_MARKER: DB = BENCH MARK DISK
 QQ0733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0733_SP_SET: ABUTMENT
 QQ0733_STAMPING: 29-215.82 1981 1495.34
 QQ0733_MARK LOGO: SDHD
 QQ0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0733+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0733
 QQ0733  HISTORY     - Date     Condition        Report By
 QQ0733  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0733  HISTORY     - 19900725 GOOD             NGS
 QQ0733  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0733
 QQ0733                          STATION DESCRIPTION
 QQ0733
 QQ0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0733'13.7 KM (8.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0733'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 0.9 M
 QQ0733'(3.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 QQ0733'ABUTMENT OF THE NORTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 3.0 KM
 QQ0733'(1.9 MI) NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 15 (EXIT 213)
 QQ0733', 1.3 KM (0.8 MI) NORTHEAST OF MILEPOST 215, AND 7.3 M (24.0 FT)
 QQ0733'SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 QQ0733'THE HIGHWAY.
 QQ0733
 QQ0733                          STATION RECOVERY (2013)
 QQ0733
 QQ0733'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0711 ***********************************************************************
 QQ0711  DESIGNATION -  I29 215.83
 QQ0711  PID         -  QQ0711
 QQ0711  STATE/COUNTY-  SD/ROBERTS
 QQ0711  COUNTRY     -  US
 QQ0711  USGS QUAD   -  SUMMIT NE (2017)
 QQ0711
 QQ0711                         *CURRENT SURVEY CONTROL
 QQ0711  ______________________________________________________________________
 QQ0711* NAD 83(1986) POSITION- 45 25 38.     (N) 097 00 06.     (W)   SCALED
 QQ0711* NAVD 88 ORTHO HEIGHT -   454.941 (meters)     1492.59  (feet) ADJUSTED
 QQ0711  ______________________________________________________________________
 QQ0711  GEOID HEIGHT    -        -25.515 (meters)                     GEOID18
 QQ0711  DYNAMIC HEIGHT  -        454.902 (meters)     1492.46  (feet) COMP
 QQ0711  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QQ0711
 QQ0711  VERT ORDER      -  FIRST     CLASS II
 QQ0711
 QQ0711.The horizontal coordinates were scaled from a map and have
 QQ0711.an estimated accuracy of +/- 6 seconds.
 QQ0711
 QQ0711.The orthometric height was determined by differential leveling and
 QQ0711.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0711.in June 1991.
 QQ0711
 QQ0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0711.GEOID18 height accuracy estimate available here.
 QQ0711
 QQ0711.Click photographs - Photos may exist for this station.
 QQ0711
 QQ0711.The dynamic height is computed by dividing the NAVD 88
 QQ0711.geopotential number by the normal gravity value computed on the
 QQ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0711.degrees latitude (g = 980.6199 gals.).
 QQ0711
 QQ0711.The modeled gravity was interpolated from observed gravity values.
 QQ0711
 QQ0711;                    North         East    Units  Estimated Accuracy
 QQ0711;SPC SD N     -   181,460.      834,580.      MT  (+/- 180 meters Scaled)
 QQ0711
 QQ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR563323(NAD 83)
 QQ0711
 QQ0711                          SUPERSEDED SURVEY CONTROL
 QQ0711
 QQ0711.No superseded survey control is available for this station.
 QQ0711
 QQ0711_MARKER: DB = BENCH MARK DISK
 QQ0711_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0711_SP_SET: ABUTMENT
 QQ0711_STAMPING: 29-215.83 1981 1491.93
 QQ0711_MARK LOGO: SDHD
 QQ0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0711+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0711
 QQ0711  HISTORY     - Date     Condition        Report By
 QQ0711  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0711  HISTORY     - 19900725 GOOD             NGS
 QQ0711  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0711
 QQ0711                          STATION DESCRIPTION
 QQ0711
 QQ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0711'13.7 KM (8.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0711'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 0.9 M
 QQ0711'(3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 QQ0711'ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 3.0 KM
 QQ0711'(1.9 MI) NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 15 (EXIT 213)
 QQ0711', 1.3 KM (0.8 MI) NORTHEAST OF MILEPOST 215, 7.4 M (24.3 FT)
 QQ0711'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 QQ0711'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0711'SOUTH OF A WITNESS POST.
 QQ0711
 QQ0711                          STATION RECOVERY (2013)
 QQ0711
 QQ0711'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0734 ***********************************************************************
 QQ0734  DESIGNATION -  I29 215.85
 QQ0734  PID         -  QQ0734
 QQ0734  STATE/COUNTY-  SD/ROBERTS
 QQ0734  COUNTRY     -  US
 QQ0734  USGS QUAD   -  SUMMIT NE (2017)
 QQ0734
 QQ0734                         *CURRENT SURVEY CONTROL
 QQ0734  ______________________________________________________________________
 QQ0734* NAD 83(1986) POSITION- 45 25 37.     (N) 097 00 06.     (W)   SCALED
 QQ0734* NAVD 88 ORTHO HEIGHT -   456.698 (meters)     1498.35  (feet) ADJUSTED
 QQ0734  ______________________________________________________________________
 QQ0734  GEOID HEIGHT    -        -25.515 (meters)                     GEOID18
 QQ0734  DYNAMIC HEIGHT  -        456.658 (meters)     1498.22  (feet) COMP
 QQ0734  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QQ0734
 QQ0734  VERT ORDER      -  FIRST     CLASS II
 QQ0734
 QQ0734.The horizontal coordinates were scaled from a map and have
 QQ0734.an estimated accuracy of +/- 6 seconds.
 QQ0734
 QQ0734.The orthometric height was determined by differential leveling and
 QQ0734.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0734.in June 1991.
 QQ0734
 QQ0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0734.GEOID18 height accuracy estimate available here.
 QQ0734
 QQ0734.Click photographs - Photos may exist for this station.
 QQ0734
 QQ0734.The dynamic height is computed by dividing the NAVD 88
 QQ0734.geopotential number by the normal gravity value computed on the
 QQ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0734.degrees latitude (g = 980.6199 gals.).
 QQ0734
 QQ0734.The modeled gravity was interpolated from observed gravity values.
 QQ0734
 QQ0734;                    North         East    Units  Estimated Accuracy
 QQ0734;SPC SD N     -   181,430.      834,580.      MT  (+/- 180 meters Scaled)
 QQ0734
 QQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR563323(NAD 83)
 QQ0734
 QQ0734                          SUPERSEDED SURVEY CONTROL
 QQ0734
 QQ0734.No superseded survey control is available for this station.
 QQ0734
 QQ0734_MARKER: Z = SEE DESCRIPTION
 QQ0734_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0734_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0734+STABILITY: POSITION/ELEVATION WELL
 QQ0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0734+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0734
 QQ0734  HISTORY     - Date     Condition        Report By
 QQ0734  HISTORY     - 1982     MONUMENTED       SDDT
 QQ0734  HISTORY     - 19900725 GOOD             NGS
 QQ0734
 QQ0734                          STATION DESCRIPTION
 QQ0734
 QQ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0734'13.6 KM (8.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0734'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 3.0 KM (1.9 MI)
 QQ0734'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 12 (EXIT 213), 1.25 KM
 QQ0734'(0.78 MI) NORTHEAST OF MILEPOST 215, 65.9 M (216.2 FT) WEST-SOUTHWEST
 QQ0734'OF THE WEST CORNER OF THE SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY
 QQ0734'ROAD, 29.1 M (95.5 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 QQ0734'LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 QQ0734'0.6 M (2.0 FT) SOUTHEAST OF A FENCE, AND 0.45 M (1.48 FT) NORTH OF A
 QQ0734'WITNESS POST.  NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP
 QQ0734'THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM
 QQ0734'POINT IS THROUGH AN 8-INCH METAL PLATE.  NOTE--A GALVANIZED STEEL
 QQ0734'PIPE SET TO A DEPTH 6.4 M (21.0 FT) IN A SLEEVE WHICH THE DEPTH IS
 QQ0734'UNKNOWN, ENCASED IN A PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0732 ***********************************************************************
 QQ0732  DESIGNATION -  I29 216.43
 QQ0732  PID         -  QQ0732
 QQ0732  STATE/COUNTY-  SD/ROBERTS
 QQ0732  COUNTRY     -  US
 QQ0732  USGS QUAD   -  WILMOT NW (2017)
 QQ0732
 QQ0732                         *CURRENT SURVEY CONTROL
 QQ0732  ______________________________________________________________________
 QQ0732* NAD 83(1986) POSITION- 45 26 05.     (N) 096 59 43.     (W)   SCALED
 QQ0732* NAVD 88 ORTHO HEIGHT -   438.663 (meters)     1439.18  (feet) ADJUSTED
 QQ0732  ______________________________________________________________________
 QQ0732  GEOID HEIGHT    -        -25.535 (meters)                     GEOID18
 QQ0732  DYNAMIC HEIGHT  -        438.626 (meters)     1439.06  (feet) COMP
 QQ0732  MODELED GRAVITY -    980,519.5   (mgal)                       NAVD 88
 QQ0732
 QQ0732  VERT ORDER      -  FIRST     CLASS II
 QQ0732
 QQ0732.The horizontal coordinates were scaled from a map and have
 QQ0732.an estimated accuracy of +/- 6 seconds.
 QQ0732
 QQ0732.The orthometric height was determined by differential leveling and
 QQ0732.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0732.in June 1991.
 QQ0732
 QQ0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0732.GEOID18 height accuracy estimate available here.
 QQ0732
 QQ0732.Click photographs - Photos may exist for this station.
 QQ0732
 QQ0732.The dynamic height is computed by dividing the NAVD 88
 QQ0732.geopotential number by the normal gravity value computed on the
 QQ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0732.degrees latitude (g = 980.6199 gals.).
 QQ0732
 QQ0732.The modeled gravity was interpolated from observed gravity values.
 QQ0732
 QQ0732;                    North         East    Units  Estimated Accuracy
 QQ0732;SPC SD N     -   182,320.      835,050.      MT  (+/- 180 meters Scaled)
 QQ0732
 QQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568331(NAD 83)
 QQ0732
 QQ0732                          SUPERSEDED SURVEY CONTROL
 QQ0732
 QQ0732.No superseded survey control is available for this station.
 QQ0732
 QQ0732_MARKER: DB = BENCH MARK DISK
 QQ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0732_STAMPING: 29-216.43 1981 1438.39
 QQ0732_MARK LOGO: SDHD
 QQ0732_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0732+STABILITY: SURFACE MOTION
 QQ0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0732+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0732
 QQ0732  HISTORY     - Date     Condition        Report By
 QQ0732  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0732  HISTORY     - 19900725 GOOD             NGS
 QQ0732
 QQ0732                          STATION DESCRIPTION
 QQ0732
 QQ0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0732'14.6 KM (9.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0732'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 4.0 KM (2.5 MI)
 QQ0732'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 15 (EXIT 213), 1.0 KM
 QQ0732'(0.6 MI) NORTHEAST OF MILEPOST 216, 29.0 M (95.1 FT) SOUTHEAST OF THE
 QQ0732'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 15.3 M (50.2 FT)
 QQ0732'SOUTHEAST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT, 0.6 M (2.0
 QQ0732'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A
 QQ0732'T-FENCE CORNER, 0.5 M (1.6 FT) NORTH-NORTHWEST OF A WITNESS POST AND
 QQ0732'FENCE, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0731 ***********************************************************************
 QQ0731  DESIGNATION -  I29 217.49
 QQ0731  PID         -  QQ0731
 QQ0731  STATE/COUNTY-  SD/ROBERTS
 QQ0731  COUNTRY     -  US
 QQ0731  USGS QUAD   -  WILMOT NW (2017)
 QQ0731
 QQ0731                         *CURRENT SURVEY CONTROL
 QQ0731  ______________________________________________________________________
 QQ0731* NAD 83(1986) POSITION- 45 26 58.     (N) 096 59 20.     (W)   SCALED
 QQ0731* NAVD 88 ORTHO HEIGHT -   423.363 (meters)     1388.98  (feet) ADJUSTED
 QQ0731  ______________________________________________________________________
 QQ0731  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 QQ0731  DYNAMIC HEIGHT  -        423.330 (meters)     1388.88  (feet) COMP
 QQ0731  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 QQ0731
 QQ0731  VERT ORDER      -  FIRST     CLASS II
 QQ0731
 QQ0731.The horizontal coordinates were scaled from a map and have
 QQ0731.an estimated accuracy of +/- 6 seconds.
 QQ0731
 QQ0731.The orthometric height was determined by differential leveling and
 QQ0731.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0731.in June 1991.
 QQ0731
 QQ0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0731.GEOID18 height accuracy estimate available here.
 QQ0731
 QQ0731.Click photographs - Photos may exist for this station.
 QQ0731
 QQ0731.The dynamic height is computed by dividing the NAVD 88
 QQ0731.geopotential number by the normal gravity value computed on the
 QQ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0731.degrees latitude (g = 980.6199 gals.).
 QQ0731
 QQ0731.The modeled gravity was interpolated from observed gravity values.
 QQ0731
 QQ0731;                    North         East    Units  Estimated Accuracy
 QQ0731;SPC SD N     -   183,970.      835,490.      MT  (+/- 180 meters Scaled)
 QQ0731
 QQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR572348(NAD 83)
 QQ0731
 QQ0731                          SUPERSEDED SURVEY CONTROL
 QQ0731
 QQ0731.No superseded survey control is available for this station.
 QQ0731
 QQ0731_MARKER: DB = BENCH MARK DISK
 QQ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0731_STAMPING: 29-217.49 1981 1388.13
 QQ0731_MARK LOGO: SDHD
 QQ0731_PROJECTION: FLUSH
 QQ0731_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0731+STABILITY: SURFACE MOTION
 QQ0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0731+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0731
 QQ0731  HISTORY     - Date     Condition        Report By
 QQ0731  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0731  HISTORY     - 19900725 GOOD             NGS
 QQ0731
 QQ0731                          STATION DESCRIPTION
 QQ0731
 QQ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0731'16.3 KM (10.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0731'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 0.8 KM (0.5 MI) NORTH
 QQ0731'OF MILEPOST 217, 29.2 M (95.8 FT) EAST OF AND LEVEL WITH THE
 QQ0731'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.6 M (8.5 FT)
 QQ0731'NORTH OF THE MOST NORTHERLY OF 2 FENCE BRACE POSTS, 1.2 M (3.9 FT)
 QQ0731'WEST OF THE NORTH LEG OF A DOUBLE UTILITY POLE WITH LINES CROSSING
 QQ0731'THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0731'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0730 ***********************************************************************
 QQ0730  DESIGNATION -  I29 217.9
 QQ0730  PID         -  QQ0730
 QQ0730  STATE/COUNTY-  SD/ROBERTS
 QQ0730  COUNTRY     -  US
 QQ0730  USGS QUAD   -  WILMOT NW (2017)
 QQ0730
 QQ0730                         *CURRENT SURVEY CONTROL
 QQ0730  ______________________________________________________________________
 QQ0730* NAD 83(1986) POSITION- 45 27 23.     (N) 096 59 20.     (W)   SCALED
 QQ0730* NAVD 88 ORTHO HEIGHT -   419.723 (meters)     1377.04  (feet) ADJUSTED
 QQ0730  ______________________________________________________________________
 QQ0730  GEOID HEIGHT    -        -25.567 (meters)                     GEOID18
 QQ0730  DYNAMIC HEIGHT  -        419.690 (meters)     1376.93  (feet) COMP
 QQ0730  MODELED GRAVITY -    980,525.7   (mgal)                       NAVD 88
 QQ0730
 QQ0730  VERT ORDER      -  FIRST     CLASS II
 QQ0730
 QQ0730.The horizontal coordinates were scaled from a map and have
 QQ0730.an estimated accuracy of +/- 6 seconds.
 QQ0730
 QQ0730.The orthometric height was determined by differential leveling and
 QQ0730.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0730.in June 1991.
 QQ0730
 QQ0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0730.GEOID18 height accuracy estimate available here.
 QQ0730
 QQ0730.Click photographs - Photos may exist for this station.
 QQ0730
 QQ0730.The dynamic height is computed by dividing the NAVD 88
 QQ0730.geopotential number by the normal gravity value computed on the
 QQ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0730.degrees latitude (g = 980.6199 gals.).
 QQ0730
 QQ0730.The modeled gravity was interpolated from observed gravity values.
 QQ0730
 QQ0730;                    North         East    Units  Estimated Accuracy
 QQ0730;SPC SD N     -   184,740.      835,460.      MT  (+/- 180 meters Scaled)
 QQ0730
 QQ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR572356(NAD 83)
 QQ0730
 QQ0730                          SUPERSEDED SURVEY CONTROL
 QQ0730
 QQ0730.No superseded survey control is available for this station.
 QQ0730
 QQ0730_MARKER: Z = SEE DESCRIPTION
 QQ0730_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0730_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0730+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0730
 QQ0730  HISTORY     - Date     Condition        Report By
 QQ0730  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0730  HISTORY     - 19900725 GOOD             NGS
 QQ0730
 QQ0730                          STATION DESCRIPTION
 QQ0730
 QQ0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0730'17.1 KM (10.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0730'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), 1.55 KM (0.96 MI)
 QQ0730'NORTH OF MILEPOST 217, 66.7 M (218.8 FT) SOUTHEAST OF MILEPOST 218,
 QQ0730'46.1 M (151.2 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 QQ0730'THE HIGHWAY, 44.8 M (147.0 FT) (SLOPE MEASUREMENT) SOUTH OF THE
 QQ0730'SOUTHEAST CORNER OF A COUNTY ROAD OVERPASS, 2.0 M (6.6 FT) SOUTHWEST
 QQ0730'OF A T-FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 QQ0730'NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP THAT IS ATTACHED
 QQ0730'TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN
 QQ0730'8-INCH METAL PLATE.  NOTE--A GALVANIZED STEEL PIPE SET TO A DEPTH OF
 QQ0730'6.4 M (21.0 FT) IN A SLEEVE WHICH THE DEPTH IS UNKNOWN, ENCASED IN A
 QQ0730'PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0710 ***********************************************************************
 QQ0710  DESIGNATION -  I29 218.00
 QQ0710  PID         -  QQ0710
 QQ0710  STATE/COUNTY-  SD/ROBERTS
 QQ0710  COUNTRY     -  US
 QQ0710  USGS QUAD   -  WILMOT NW (2017)
 QQ0710
 QQ0710                         *CURRENT SURVEY CONTROL
 QQ0710  ______________________________________________________________________
 QQ0710* NAD 83(1986) POSITION- 45 27 24.     (N) 096 59 23.     (W)   SCALED
 QQ0710* NAVD 88 ORTHO HEIGHT -   429.052 (meters)     1407.65  (feet) ADJUSTED
 QQ0710  ______________________________________________________________________
 QQ0710  GEOID HEIGHT    -        -25.566 (meters)                     GEOID18
 QQ0710  DYNAMIC HEIGHT  -        429.018 (meters)     1407.54  (feet) COMP
 QQ0710  MODELED GRAVITY -    980,525.5   (mgal)                       NAVD 88
 QQ0710
 QQ0710  VERT ORDER      -  FIRST     CLASS II
 QQ0710
 QQ0710.The horizontal coordinates were scaled from a map and have
 QQ0710.an estimated accuracy of +/- 6 seconds.
 QQ0710
 QQ0710.The orthometric height was determined by differential leveling and
 QQ0710.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0710.in June 1991.
 QQ0710
 QQ0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0710.GEOID18 height accuracy estimate available here.
 QQ0710
 QQ0710.Click photographs - Photos may exist for this station.
 QQ0710
 QQ0710.The dynamic height is computed by dividing the NAVD 88
 QQ0710.geopotential number by the normal gravity value computed on the
 QQ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0710.degrees latitude (g = 980.6199 gals.).
 QQ0710
 QQ0710.The modeled gravity was interpolated from observed gravity values.
 QQ0710
 QQ0710;                    North         East    Units  Estimated Accuracy
 QQ0710;SPC SD N     -   184,770.      835,400.      MT  (+/- 180 meters Scaled)
 QQ0710
 QQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR571356(NAD 83)
 QQ0710
 QQ0710                          SUPERSEDED SURVEY CONTROL
 QQ0710
 QQ0710.No superseded survey control is available for this station.
 QQ0710
 QQ0710_MARKER: DB = BENCH MARK DISK
 QQ0710_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0710_SP_SET: ABUTMENT
 QQ0710_STAMPING: 29-218.00 1981 1406.83
 QQ0710_MARK LOGO: SDHD
 QQ0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0710+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0710
 QQ0710  HISTORY     - Date     Condition        Report By
 QQ0710  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0710  HISTORY     - 19900725 GOOD             NGS
 QQ0710  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0710
 QQ0710                          STATION DESCRIPTION
 QQ0710
 QQ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0710'17.1 KM (10.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0710'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 1.5 M
 QQ0710'(4.9 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 QQ0710'GUARDRAIL OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 29.6 M (97.1 FT)
 QQ0710'WEST OF CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.3 M (4.3
 QQ0710'FT) EAST OF A WITNESS POST, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 QQ0710'ROAD.
 QQ0710
 QQ0710                          STATION RECOVERY (2013)
 QQ0710
 QQ0710'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0729 ***********************************************************************
 QQ0729  DESIGNATION -  I29 218.01
 QQ0729  PID         -  QQ0729
 QQ0729  STATE/COUNTY-  SD/ROBERTS
 QQ0729  COUNTRY     -  US
 QQ0729  USGS QUAD   -  WILMOT NW (2017)
 QQ0729
 QQ0729                         *CURRENT SURVEY CONTROL
 QQ0729  ______________________________________________________________________
 QQ0729* NAD 83(1986) POSITION- 45 27 25.     (N) 096 59 20.     (W)   SCALED
 QQ0729* NAVD 88 ORTHO HEIGHT -   428.275 (meters)     1405.10  (feet) ADJUSTED
 QQ0729  ______________________________________________________________________
 QQ0729  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 QQ0729  DYNAMIC HEIGHT  -        428.242 (meters)     1404.99  (feet) COMP
 QQ0729  MODELED GRAVITY -    980,525.8   (mgal)                       NAVD 88
 QQ0729
 QQ0729  VERT ORDER      -  FIRST     CLASS II
 QQ0729
 QQ0729.The horizontal coordinates were scaled from a map and have
 QQ0729.an estimated accuracy of +/- 6 seconds.
 QQ0729
 QQ0729.The orthometric height was determined by differential leveling and
 QQ0729.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0729.in June 1991.
 QQ0729
 QQ0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0729.GEOID18 height accuracy estimate available here.
 QQ0729
 QQ0729.Click photographs - Photos may exist for this station.
 QQ0729
 QQ0729.The dynamic height is computed by dividing the NAVD 88
 QQ0729.geopotential number by the normal gravity value computed on the
 QQ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0729.degrees latitude (g = 980.6199 gals.).
 QQ0729
 QQ0729.The modeled gravity was interpolated from observed gravity values.
 QQ0729
 QQ0729;                    North         East    Units  Estimated Accuracy
 QQ0729;SPC SD N     -   184,800.      835,460.      MT  (+/- 180 meters Scaled)
 QQ0729
 QQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR572356(NAD 83)
 QQ0729
 QQ0729                          SUPERSEDED SURVEY CONTROL
 QQ0729
 QQ0729.No superseded survey control is available for this station.
 QQ0729
 QQ0729_MARKER: DB = BENCH MARK DISK
 QQ0729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0729_SP_SET: ABUTMENT
 QQ0729_STAMPING: 29-218.01 1981 1404.29
 QQ0729_MARK LOGO: SDHD
 QQ0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0729+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0729
 QQ0729  HISTORY     - Date     Condition        Report By
 QQ0729  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0729  HISTORY     - 19900725 GOOD             NGS
 QQ0729  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0729
 QQ0729                          STATION DESCRIPTION
 QQ0729
 QQ0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0729'17.1 KM (10.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0729'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 207), IN TOP OF AND 1.4 M
 QQ0729'(4.6 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 QQ0729'GUARDRAIL OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 28.2 M (92.5 FT)
 QQ0729'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 20.5 M
 QQ0729'(67.3 FT) EAST OF MILEPOST 218, 1.5 M (4.9 FT) WEST OF A WITNESS
 QQ0729'POST, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD.
 QQ0729
 QQ0729                          STATION RECOVERY (2013)
 QQ0729
 QQ0729'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0728 ***********************************************************************
 QQ0728  DESIGNATION -  I29 218.50
 QQ0728  PID         -  QQ0728
 QQ0728  STATE/COUNTY-  SD/ROBERTS
 QQ0728  COUNTRY     -  US
 QQ0728  USGS QUAD   -  WILMOT NW (2017)
 QQ0728
 QQ0728                         *CURRENT SURVEY CONTROL
 QQ0728  ______________________________________________________________________
 QQ0728* NAD 83(1986) POSITION- 45 27 50.     (N) 096 59 20.     (W)   SCALED
 QQ0728* NAVD 88 ORTHO HEIGHT -   416.882 (meters)     1367.72  (feet) ADJUSTED
 QQ0728  ______________________________________________________________________
 QQ0728  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 QQ0728  DYNAMIC HEIGHT  -        416.850 (meters)     1367.62  (feet) COMP
 QQ0728  MODELED GRAVITY -    980,527.3   (mgal)                       NAVD 88
 QQ0728
 QQ0728  VERT ORDER      -  FIRST     CLASS II
 QQ0728
 QQ0728.The horizontal coordinates were scaled from a map and have
 QQ0728.an estimated accuracy of +/- 6 seconds.
 QQ0728
 QQ0728.The orthometric height was determined by differential leveling and
 QQ0728.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0728.in June 1991.
 QQ0728
 QQ0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0728.GEOID18 height accuracy estimate available here.
 QQ0728
 QQ0728.Click photographs - Photos may exist for this station.
 QQ0728
 QQ0728.The dynamic height is computed by dividing the NAVD 88
 QQ0728.geopotential number by the normal gravity value computed on the
 QQ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0728.degrees latitude (g = 980.6199 gals.).
 QQ0728
 QQ0728.The modeled gravity was interpolated from observed gravity values.
 QQ0728
 QQ0728;                    North         East    Units  Estimated Accuracy
 QQ0728;SPC SD N     -   185,570.      835,430.      MT  (+/- 180 meters Scaled)
 QQ0728
 QQ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR572364(NAD 83)
 QQ0728
 QQ0728                          SUPERSEDED SURVEY CONTROL
 QQ0728
 QQ0728.No superseded survey control is available for this station.
 QQ0728
 QQ0728_MARKER: DB = BENCH MARK DISK
 QQ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0728_STAMPING: 29-218.50 1981 1366.85
 QQ0728_MARK LOGO: SDHD
 QQ0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0728+STABILITY: SURFACE MOTION
 QQ0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0728+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0728
 QQ0728  HISTORY     - Date     Condition        Report By
 QQ0728  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0728  HISTORY     - 19900725 GOOD             NGS
 QQ0728
 QQ0728                          STATION DESCRIPTION
 QQ0728
 QQ0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0728'17.9 KM (11.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0728'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 0.8 KM (0.5 MI) NORTH
 QQ0728'OF MILEPOST 218, 29.3 M (96.1 FT) EAST OF AND LEVEL WITH THE
 QQ0728'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.6 M (15.1 FT)
 QQ0728'SOUTH OF THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, AND 0.4 M (1.3
 QQ0728'FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 QQ0728'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0727 ***********************************************************************
 QQ0727  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0727  DESIGNATION -  I29 219.50
 QQ0727  PID         -  QQ0727
 QQ0727  STATE/COUNTY-  SD/ROBERTS
 QQ0727  COUNTRY     -  US
 QQ0727  USGS QUAD   -  WILMOT NW (2017)
 QQ0727
 QQ0727                         *CURRENT SURVEY CONTROL
 QQ0727  ______________________________________________________________________
 QQ0727* NAD 83(2011) POSITION- 45 28 42.30515(N) 096 59 19.74262(W)   ADJUSTED
 QQ0727* NAD 83(2011) ELLIP HT-   384.033 (meters)        (06/27/12)   ADJUSTED
 QQ0727* NAD 83(2011) EPOCH   -  2010.00
 QQ0727* NAVD 88 ORTHO HEIGHT -   409.630 (meters)     1343.93  (feet) ADJUSTED
 QQ0727  ______________________________________________________________________
 QQ0727  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 QQ0727  NAD 83(2011) X  -   -545,119.806 (meters)                     COMP
 QQ0727  NAD 83(2011) Y  - -4,446,819.416 (meters)                     COMP
 QQ0727  NAD 83(2011) Z  -  4,525,061.464 (meters)                     COMP
 QQ0727  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 QQ0727  DYNAMIC HEIGHT  -        409.600 (meters)     1343.83  (feet) COMP
 QQ0727  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 QQ0727
 QQ0727  VERT ORDER      -  FIRST     CLASS II
 QQ0727
 QQ0727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0727  Standards:
 QQ0727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0727  -------------------------------------------------------------------
 QQ0727  NETWORK    0.35   0.80           0.16   0.12   0.41      0.15257364
 QQ0727  -------------------------------------------------------------------
 QQ0727  Click here for local accuracies and other accuracy information.
 QQ0727
 QQ0727.The horizontal coordinates were established by GPS observations
 QQ0727.and adjusted by the National Geodetic Survey in June 2012.
 QQ0727
 QQ0727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0727.been affixed to the stable North American tectonic plate. See 
 QQ0727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0727
 QQ0727.The horizontal coordinates are valid at the epoch date displayed above
 QQ0727.which is a decimal equivalence of Year/Month/Day.
 QQ0727
 QQ0727.The orthometric height was determined by differential leveling and
 QQ0727.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0727.in June 1991.
 QQ0727
 QQ0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0727.GEOID18 height accuracy estimate available here.
 QQ0727
 QQ0727.Click photographs - Photos may exist for this station.
 QQ0727
 QQ0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0727
 QQ0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0727
 QQ0727.The ellipsoidal height was determined by GPS observations
 QQ0727.and is referenced to NAD 83.
 QQ0727
 QQ0727.The dynamic height is computed by dividing the NAVD 88
 QQ0727.geopotential number by the normal gravity value computed on the
 QQ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0727.degrees latitude (g = 980.6199 gals.).
 QQ0727
 QQ0727.The modeled gravity was interpolated from observed gravity values.
 QQ0727
 QQ0727. The following values were computed from the NAD 83(2011) position.
 QQ0727
 QQ0727;                    North         East     Units Scale Factor Converg.
 QQ0727;SPC SD N     -   187,187.480   835,376.021   MT  0.99996689   +2 07 52.1
 QQ0727;SPC SD N     -   614,130.92  2,740,729.50   sFT  0.99996689   +2 07 52.1
 QQ0727;UTM  14      - 5,038,066.188   657,186.788   MT  0.99990378   +1 26 03.3
 QQ0727
 QQ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0727!SPC SD N     -   0.99993980  x   0.99996689  =   0.99990669
 QQ0727!UTM  14      -   0.99993980  x   0.99990378  =   0.99984358
 QQ0727
 QQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5718638066(NAD 83)
 QQ0727
 QQ0727                          SUPERSEDED SURVEY CONTROL
 QQ0727
 QQ0727  NAD 83(2007)-  45 28 42.30494(N)    096 59 19.74329(W) AD(2002.00) 0
 QQ0727  ELLIP H (02/10/07)  384.056  (m)                       GP(2002.00)    
 QQ0727  ELLIP H (04/15/04)  384.087  (m)                       GP(       ) 2 1
 QQ0727  NAD 83(1996)-  45 28 42.30435(N)    096 59 19.74283(W) AD(       ) B
 QQ0727  ELLIP H (04/18/97)  384.090  (m)                       GP(       ) 4 1
 QQ0727  NAVD 88             409.63   (m)         1343.9    (f) LEVELING    3  
 QQ0727
 QQ0727.Superseded values are not recommended for survey control.
 QQ0727
 QQ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0727.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0727
 QQ0727_MARKER: DB = BENCH MARK DISK
 QQ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0727_STAMPING: 29 219.50 1981 1342.99
 QQ0727_MARK LOGO: SDHD
 QQ0727_PROJECTION: PROJECTING 3 CENTIMETERS
 QQ0727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QQ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0727+STABILITY: SURFACE MOTION
 QQ0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0727+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 QQ0727
 QQ0727  HISTORY     - Date     Condition        Report By
 QQ0727  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0727  HISTORY     - 19900725 GOOD             NGS
 QQ0727  HISTORY     - 19960625 GOOD             NGS
 QQ0727  HISTORY     - 20070830 GOOD             MNDT
 QQ0727
 QQ0727                          STATION DESCRIPTION
 QQ0727
 QQ0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0727'19.6 KM (12.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0727'JUNCTION OF U.S. HIGHWAY 12 (SUMMIT EXIT 2O7), 0.8 KM (0.5 MI) NORTH
 QQ0727'OF MILEPOST 219, 29.5 M (96.8 FT) EAST OF THE CENTERLINE OF THE
 QQ0727'NORTHBOUND LANES OF THE HIGHWAY, 2.1 M (6.9 FT) SOUTH OF THE MOST
 QQ0727'SOUTHERLY OF 6 FENCE BRACE POSTS, 0.9 M (3.0 FT) BELOW THE LEVEL OF
 QQ0727'THE HIGHWAY, 0.35 M (1.15 FT) WEST OF A WITNESS POST AND FENCE, AND
 QQ0727'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QQ0727
 QQ0727                          STATION RECOVERY (1996)
 QQ0727
 QQ0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QQ0727'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTH-NORTHWEST OF
 QQ0727'SUMMIT, 8.0 MI (12.9 KM) NORTHWEST OF WILMONT, AND 4.0 MI (6.4 KM)
 QQ0727'SOUTH-SOUTHWEST OF PEEVER, ON INTERSTATE HIGHWAY 29.  OWNERSHIP--THE
 QQ0727'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 QQ0727'INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 15 (EXIT 213), GO NORTH ON
 QQ0727'INTERSTATE 29 FOR 5.1 MI (8.2 KM) TO MILEPOST 219.  CONTINUE NORTHERLY
 QQ0727'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 QQ0727'LOCATED 96.4 FT (29.4 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 QQ0727'LANES OF THE HIGHWAY, 6.9 FT (2.1 M) SOUTH OF THE MOST SOUTHERLY OF
 QQ0727'SIX BRACED FENCE POSTS, 1.2 FT (0.4 M) EAST OF A WITNESS POST, 1.15 FT
 QQ0727'(0.35 M) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 QQ0727'WITH THE GROUND SURFACE.
 QQ0727
 QQ0727                          STATION RECOVERY (2007)
 QQ0727
 QQ0727'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0727'12.2 MILES NORTH OF SUMMIT, 12.2 MILES NORTH OF EXIT 207 JUNCTION OF
 QQ0727'HIGHWAY 12 AND INTERSTATE HIGHWAY 29, AT INTERSTATE HIGHWAY 29
 QQ0727'MILEPOINT 219.50, 96.2 FEET EAST OF NORTH BOUND INTERSTATE HIGHWAY 29,
 QQ0727'6.5 FEET SOUTH OF MOST SOUTHERLY WOOD FENCE POST BRACED, 1.3 FEET EAST
 QQ0727'OF WITNESS POST, 1.0 FOOT WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0723 ***********************************************************************
 QQ0723  DESIGNATION -  I29 220.01
 QQ0723  PID         -  QQ0723
 QQ0723  STATE/COUNTY-  SD/ROBERTS
 QQ0723  COUNTRY     -  US
 QQ0723  USGS QUAD   -  PEEVER (2017)
 QQ0723
 QQ0723                         *CURRENT SURVEY CONTROL
 QQ0723  ______________________________________________________________________
 QQ0723* NAD 83(1986) POSITION- 45 30 54.     (N) 096 59 20.     (W)   SCALED
 QQ0723* NAVD 88 ORTHO HEIGHT -   393.976 (meters)     1292.57  (feet) ADJUSTED
 QQ0723  ______________________________________________________________________
 QQ0723  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 QQ0723  DYNAMIC HEIGHT  -        393.952 (meters)     1292.49  (feet) COMP
 QQ0723  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 QQ0723
 QQ0723  VERT ORDER      -  FIRST     CLASS II
 QQ0723
 QQ0723.The horizontal coordinates were scaled from a map and have
 QQ0723.an estimated accuracy of +/- 6 seconds.
 QQ0723
 QQ0723.The orthometric height was determined by differential leveling and
 QQ0723.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0723.in June 1991.
 QQ0723
 QQ0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0723.GEOID18 height accuracy estimate available here.
 QQ0723
 QQ0723.Click photographs - Photos may exist for this station.
 QQ0723
 QQ0723.The dynamic height is computed by dividing the NAVD 88
 QQ0723.geopotential number by the normal gravity value computed on the
 QQ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0723.degrees latitude (g = 980.6199 gals.).
 QQ0723
 QQ0723.The modeled gravity was interpolated from observed gravity values.
 QQ0723
 QQ0723;                    North         East    Units  Estimated Accuracy
 QQ0723;SPC SD N     -   191,250.      835,220.      MT  (+/- 180 meters Scaled)
 QQ0723
 QQ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR570421(NAD 83)
 QQ0723
 QQ0723                          SUPERSEDED SURVEY CONTROL
 QQ0723
 QQ0723.No superseded survey control is available for this station.
 QQ0723
 QQ0723_MARKER: DB = BENCH MARK DISK
 QQ0723_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0723_SP_SET: ABUTMENT
 QQ0723_STAMPING: 29-220.01 1981 1291.75
 QQ0723_MARK LOGO: SDHD
 QQ0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0723+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0723
 QQ0723  HISTORY     - Date     Condition        Report By
 QQ0723  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0723  HISTORY     - 19900725 GOOD             NGS
 QQ0723  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0723
 QQ0723                          STATION DESCRIPTION
 QQ0723
 QQ0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0723'16.3 KM (10.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0723'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.45
 QQ0723'M (4.76 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 QQ0723'GUARDRAIL OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 28.3 M (92.8 FT)
 QQ0723'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND
 QQ0723'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD.
 QQ0723
 QQ0723                          STATION RECOVERY (2013)
 QQ0723
 QQ0723'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0726 ***********************************************************************
 QQ0726  DESIGNATION -  I29 220.50
 QQ0726  PID         -  QQ0726
 QQ0726  STATE/COUNTY-  SD/ROBERTS
 QQ0726  COUNTRY     -  US
 QQ0726  USGS QUAD   -  WILMOT NW (2017)
 QQ0726
 QQ0726                         *CURRENT SURVEY CONTROL
 QQ0726  ______________________________________________________________________
 QQ0726* NAD 83(1986) POSITION- 45 29 34.     (N) 096 59 20.     (W)   SCALED
 QQ0726* NAVD 88 ORTHO HEIGHT -   400.837 (meters)     1315.08  (feet) ADJUSTED
 QQ0726  ______________________________________________________________________
 QQ0726  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 QQ0726  DYNAMIC HEIGHT  -        400.808 (meters)     1314.98  (feet) COMP
 QQ0726  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 QQ0726
 QQ0726  VERT ORDER      -  FIRST     CLASS II
 QQ0726
 QQ0726.The horizontal coordinates were scaled from a map and have
 QQ0726.an estimated accuracy of +/- 6 seconds.
 QQ0726
 QQ0726.The orthometric height was determined by differential leveling and
 QQ0726.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0726.in June 1991.
 QQ0726
 QQ0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0726.GEOID18 height accuracy estimate available here.
 QQ0726
 QQ0726.Click photographs - Photos may exist for this station.
 QQ0726
 QQ0726.The dynamic height is computed by dividing the NAVD 88
 QQ0726.geopotential number by the normal gravity value computed on the
 QQ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0726.degrees latitude (g = 980.6199 gals.).
 QQ0726
 QQ0726.The modeled gravity was interpolated from observed gravity values.
 QQ0726
 QQ0726;                    North         East    Units  Estimated Accuracy
 QQ0726;SPC SD N     -   188,780.      835,310.      MT  (+/- 180 meters Scaled)
 QQ0726
 QQ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR571396(NAD 83)
 QQ0726
 QQ0726                          SUPERSEDED SURVEY CONTROL
 QQ0726
 QQ0726.No superseded survey control is available for this station.
 QQ0726
 QQ0726_MARKER: DB = BENCH MARK DISK
 QQ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0726_STAMPING: 29-220.50 1981 1314.15
 QQ0726_MARK LOGO: SDHD
 QQ0726_PROJECTION: FLUSH
 QQ0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0726+STABILITY: SURFACE MOTION
 QQ0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0726+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0726
 QQ0726  HISTORY     - Date     Condition        Report By
 QQ0726  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0726  HISTORY     - 19900725 GOOD             NGS
 QQ0726  HISTORY     - 19950101 GOOD             SDDENR
 QQ0726
 QQ0726                          STATION DESCRIPTION
 QQ0726
 QQ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0726'18.7 KM (11.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0726'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.8 KM (0.5 MI)
 QQ0726'NORTH OF MILEPOST 220, 29.4 M (96.5 FT) EAST OF AND LEVEL WITH THE
 QQ0726'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.0 M (82.0 FT)
 QQ0726'NORTH OF THE MOST NORTHERLY OF 6 FENCE BRACE POSTS, 9.9 M (32.5 FT)
 QQ0726'SOUTH OF A T-FENCE CORNER, AND 0.25 M (0.82 FT) WEST OF A WITNESS
 QQ0726'POST AND FENCE, AND THE MONUMENT IS 0.04 M (0.13 FT) BELOW THE GROUND
 QQ0726'SURFACE.
 QQ0726
 QQ0726                          STATION RECOVERY (1995)
 QQ0726
 QQ0726'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0726'FOUND IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0725 ***********************************************************************
 QQ0725  DESIGNATION -  I29 221.49
 QQ0725  PID         -  QQ0725
 QQ0725  STATE/COUNTY-  SD/ROBERTS
 QQ0725  COUNTRY     -  US
 QQ0725  USGS QUAD   -  PEEVER (2017)
 QQ0725
 QQ0725                         *CURRENT SURVEY CONTROL
 QQ0725  ______________________________________________________________________
 QQ0725* NAD 83(1986) POSITION- 45 30 26.     (N) 096 59 20.     (W)   SCALED
 QQ0725* NAVD 88 ORTHO HEIGHT -   391.024 (meters)     1282.88  (feet) ADJUSTED
 QQ0725  ______________________________________________________________________
 QQ0725  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 QQ0725  DYNAMIC HEIGHT  -        391.000 (meters)     1282.81  (feet) COMP
 QQ0725  MODELED GRAVITY -    980,543.2   (mgal)                       NAVD 88
 QQ0725
 QQ0725  VERT ORDER      -  FIRST     CLASS II
 QQ0725
 QQ0725.The horizontal coordinates were scaled from a map and have
 QQ0725.an estimated accuracy of +/- 6 seconds.
 QQ0725
 QQ0725.The orthometric height was determined by differential leveling and
 QQ0725.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0725.in June 1991.
 QQ0725
 QQ0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0725.GEOID18 height accuracy estimate available here.
 QQ0725
 QQ0725.Click photographs - Photos may exist for this station.
 QQ0725
 QQ0725.The dynamic height is computed by dividing the NAVD 88
 QQ0725.geopotential number by the normal gravity value computed on the
 QQ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0725.degrees latitude (g = 980.6199 gals.).
 QQ0725
 QQ0725.The modeled gravity was interpolated from observed gravity values.
 QQ0725
 QQ0725;                    North         East    Units  Estimated Accuracy
 QQ0725;SPC SD N     -   190,390.      835,250.      MT  (+/- 180 meters Scaled)
 QQ0725
 QQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR571412(NAD 83)
 QQ0725
 QQ0725                          SUPERSEDED SURVEY CONTROL
 QQ0725
 QQ0725.No superseded survey control is available for this station.
 QQ0725
 QQ0725_MARKER: DB = BENCH MARK DISK
 QQ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0725_STAMPING: 29-221.49 1981 1281.97
 QQ0725_MARK LOGO: SDHD
 QQ0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0725+STABILITY: SURFACE MOTION
 QQ0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0725+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0725
 QQ0725  HISTORY     - Date     Condition        Report By
 QQ0725  HISTORY     - 1981     MONUMENTED       SDHD
 QQ0725  HISTORY     - 19900725 GOOD             NGS
 QQ0725
 QQ0725                          STATION DESCRIPTION
 QQ0725
 QQ0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0725'17.1 KM (10.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0725'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.8 KM (0.5 MI)
 QQ0725'NORTH OF MILEPOST 221, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0725'NORTHBOUND LANES OF THE HIGHWAY, 28.1 M (92.2 FT) SOUTH OF THE MOST
 QQ0725'SOUTHERLY OF 2 FENCE BRACE POSTS, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 QQ0725'THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0
 QQ0725'FT) WEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0724 ***********************************************************************
 QQ0724  DESIGNATION -  I29 221.9
 QQ0724  PID         -  QQ0724
 QQ0724  STATE/COUNTY-  SD/ROBERTS
 QQ0724  COUNTRY     -  US
 QQ0724  USGS QUAD   -  PEEVER (2017)
 QQ0724
 QQ0724                         *CURRENT SURVEY CONTROL
 QQ0724  ______________________________________________________________________
 QQ0724* NAD 83(1986) POSITION- 45 30 52.     (N) 096 59 20.     (W)   SCALED
 QQ0724* NAVD 88 ORTHO HEIGHT -   385.683 (meters)     1265.36  (feet) ADJUSTED
 QQ0724  ______________________________________________________________________
 QQ0724  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 QQ0724  DYNAMIC HEIGHT  -        385.660 (meters)     1265.29  (feet) COMP
 QQ0724  MODELED GRAVITY -    980,543.8   (mgal)                       NAVD 88
 QQ0724
 QQ0724  VERT ORDER      -  FIRST     CLASS II
 QQ0724
 QQ0724.The horizontal coordinates were scaled from a map and have
 QQ0724.an estimated accuracy of +/- 6 seconds.
 QQ0724
 QQ0724.The orthometric height was determined by differential leveling and
 QQ0724.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0724.in June 1991.
 QQ0724
 QQ0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0724.GEOID18 height accuracy estimate available here.
 QQ0724
 QQ0724.Click photographs - Photos may exist for this station.
 QQ0724
 QQ0724.The dynamic height is computed by dividing the NAVD 88
 QQ0724.geopotential number by the normal gravity value computed on the
 QQ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0724.degrees latitude (g = 980.6199 gals.).
 QQ0724
 QQ0724.The modeled gravity was interpolated from observed gravity values.
 QQ0724
 QQ0724;                    North         East    Units  Estimated Accuracy
 QQ0724;SPC SD N     -   191,190.      835,220.      MT  (+/- 180 meters Scaled)
 QQ0724
 QQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR570420(NAD 83)
 QQ0724
 QQ0724                          SUPERSEDED SURVEY CONTROL
 QQ0724
 QQ0724.No superseded survey control is available for this station.
 QQ0724
 QQ0724_MARKER: Z = SEE DESCRIPTION
 QQ0724_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0724_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0724+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0724
 QQ0724  HISTORY     - Date     Condition        Report By
 QQ0724  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0724  HISTORY     - 19900725 GOOD             NGS
 QQ0724
 QQ0724                          STATION DESCRIPTION
 QQ0724
 QQ0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0724'16.3 KM (10.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0724'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 31.7 M (104.0 FT)
 QQ0724'SOUTH OF THE SOUTHEAST CORNER OF A COUNTY ROAD OVERPASS OF THE
 QQ0724'HIGHWAY, 27.4 M (89.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 QQ0724'LANES OF THE HIGHWAY, 21.5 M (70.5 FT) SOUTHEAST OF MILEPOST 222,
 QQ0724'1.65 M (5.41 FT) WEST-SOUTHWEST OF THE MOST NORTHERLY OF 2 FENCE
 QQ0724'BRACE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.35
 QQ0724'M (1.15 FT) NORTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS AN
 QQ0724'UNSTAMPED IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.
 QQ0724'ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL PLATE.  NOTE--A
 QQ0724'GALVANIZED STEEL PIPE SET TO A DEPTH OF 6.4 M (21.0 FT) IN A SLEEVE
 QQ0724'WHICH THE DEPTH IS UNKNOWN, ENCASED IN A PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0709 ***********************************************************************
 QQ0709  DESIGNATION -  I29 222.02
 QQ0709  PID         -  QQ0709
 QQ0709  STATE/COUNTY-  SD/ROBERTS
 QQ0709  COUNTRY     -  US
 QQ0709  USGS QUAD   -  PEEVER (2017)
 QQ0709
 QQ0709                         *CURRENT SURVEY CONTROL
 QQ0709  ______________________________________________________________________
 QQ0709* NAD 83(1986) POSITION- 45 30 53.     (N) 096 59 23.     (W)   SCALED
 QQ0709* NAVD 88 ORTHO HEIGHT -   394.422 (meters)     1294.03  (feet) ADJUSTED
 QQ0709  ______________________________________________________________________
 QQ0709  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 QQ0709  DYNAMIC HEIGHT  -        394.398 (meters)     1293.95  (feet) COMP
 QQ0709  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 QQ0709
 QQ0709  VERT ORDER      -  FIRST     CLASS II
 QQ0709
 QQ0709.The horizontal coordinates were scaled from a map and have
 QQ0709.an estimated accuracy of +/- 6 seconds.
 QQ0709
 QQ0709.The orthometric height was determined by differential leveling and
 QQ0709.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0709.in June 1991.
 QQ0709
 QQ0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0709.GEOID18 height accuracy estimate available here.
 QQ0709
 QQ0709.Click photographs - Photos may exist for this station.
 QQ0709
 QQ0709.The dynamic height is computed by dividing the NAVD 88
 QQ0709.geopotential number by the normal gravity value computed on the
 QQ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0709.degrees latitude (g = 980.6199 gals.).
 QQ0709
 QQ0709.The modeled gravity was interpolated from observed gravity values.
 QQ0709
 QQ0709;                    North         East    Units  Estimated Accuracy
 QQ0709;SPC SD N     -   191,220.      835,160.      MT  (+/- 180 meters Scaled)
 QQ0709
 QQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR570420(NAD 83)
 QQ0709
 QQ0709                          SUPERSEDED SURVEY CONTROL
 QQ0709
 QQ0709.No superseded survey control is available for this station.
 QQ0709
 QQ0709_MARKER: DB = BENCH MARK DISK
 QQ0709_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0709_SP_SET: ABUTMENT
 QQ0709_STAMPING: I29-222.02 1981 1293.30
 QQ0709_MARK LOGO: SDDT
 QQ0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0709+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0709
 QQ0709  HISTORY     - Date     Condition        Report By
 QQ0709  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0709  HISTORY     - 19900725 GOOD             NGS
 QQ0709  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0709
 QQ0709                          STATION DESCRIPTION
 QQ0709
 QQ0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0709'16.3 KM (10.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0709'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.9 M
 QQ0709'(6.2 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 QQ0709'GUARDRAIL OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 29.5 M (96.8 FT)
 QQ0709'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 25.6 M
 QQ0709'(84.0 FT) (SLOPE MEASUREMENT) NORTHWEST OF MILEPOST 222, AND 0.9 M
 QQ0709'(3.0 FT) ABOVE THE LEVEL OF THE ROAD.
 QQ0709
 QQ0709                          STATION RECOVERY (2013)
 QQ0709
 QQ0709'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0722 ***********************************************************************
 QQ0722  DESIGNATION -  I29 222.51
 QQ0722  PID         -  QQ0722
 QQ0722  STATE/COUNTY-  SD/ROBERTS
 QQ0722  COUNTRY     -  US
 QQ0722  USGS QUAD   -  PEEVER (2017)
 QQ0722
 QQ0722                         *CURRENT SURVEY CONTROL
 QQ0722  ______________________________________________________________________
 QQ0722* NAD 83(1986) POSITION- 45 31 19.     (N) 096 59 20.     (W)   SCALED
 QQ0722* NAVD 88 ORTHO HEIGHT -   382.964 (meters)     1256.44  (feet) ADJUSTED
 QQ0722  ______________________________________________________________________
 QQ0722  GEOID HEIGHT    -        -25.653 (meters)                     GEOID18
 QQ0722  DYNAMIC HEIGHT  -        382.941 (meters)     1256.37  (feet) COMP
 QQ0722  MODELED GRAVITY -    980,544.4   (mgal)                       NAVD 88
 QQ0722
 QQ0722  VERT ORDER      -  FIRST     CLASS II
 QQ0722
 QQ0722.The horizontal coordinates were scaled from a map and have
 QQ0722.an estimated accuracy of +/- 6 seconds.
 QQ0722
 QQ0722.The orthometric height was determined by differential leveling and
 QQ0722.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0722.in June 1991.
 QQ0722
 QQ0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0722.GEOID18 height accuracy estimate available here.
 QQ0722
 QQ0722.Click photographs - Photos may exist for this station.
 QQ0722
 QQ0722.The dynamic height is computed by dividing the NAVD 88
 QQ0722.geopotential number by the normal gravity value computed on the
 QQ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0722.degrees latitude (g = 980.6199 gals.).
 QQ0722
 QQ0722.The modeled gravity was interpolated from observed gravity values.
 QQ0722
 QQ0722;                    North         East    Units  Estimated Accuracy
 QQ0722;SPC SD N     -   192,020.      835,190.      MT  (+/- 180 meters Scaled)
 QQ0722
 QQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR570429(NAD 83)
 QQ0722
 QQ0722                          SUPERSEDED SURVEY CONTROL
 QQ0722
 QQ0722.No superseded survey control is available for this station.
 QQ0722
 QQ0722_MARKER: DB = BENCH MARK DISK
 QQ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0722_STAMPING: 29-222.51 1981 1255.52
 QQ0722_MARK LOGO: SDDT
 QQ0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0722+STABILITY: SURFACE MOTION
 QQ0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0722+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0722
 QQ0722  HISTORY     - Date     Condition        Report By
 QQ0722  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0722  HISTORY     - 19900725 GOOD             NGS
 QQ0722
 QQ0722                          STATION DESCRIPTION
 QQ0722
 QQ0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0722'15.4 KM (9.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0722'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.8 KM (0.5 MI)
 QQ0722'NORTH OF MILEPOST 222, 33.3 M (109.3 FT) SOUTH-SOUTHEAST OF THE EAST
 QQ0722'END OF A CULVERT, 29.2 M (95.8 FT) EAST OF AND LEVEL WITH THE
 QQ0722'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT)
 QQ0722'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 QQ0722'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0721 ***********************************************************************
 QQ0721  DESIGNATION -  I29 223.45
 QQ0721  PID         -  QQ0721
 QQ0721  STATE/COUNTY-  SD/ROBERTS
 QQ0721  COUNTRY     -  US
 QQ0721  USGS QUAD   -  PEEVER (2017)
 QQ0721
 QQ0721                         *CURRENT SURVEY CONTROL
 QQ0721  ______________________________________________________________________
 QQ0721* NAD 83(1986) POSITION- 45 32 08.     (N) 096 59 20.     (W)   SCALED
 QQ0721* NAVD 88 ORTHO HEIGHT -   380.829 (meters)     1249.44  (feet) ADJUSTED
 QQ0721  ______________________________________________________________________
 QQ0721  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 QQ0721  DYNAMIC HEIGHT  -        380.806 (meters)     1249.36  (feet) COMP
 QQ0721  MODELED GRAVITY -    980,545.4   (mgal)                       NAVD 88
 QQ0721
 QQ0721  VERT ORDER      -  FIRST     CLASS II
 QQ0721
 QQ0721.The horizontal coordinates were scaled from a map and have
 QQ0721.an estimated accuracy of +/- 6 seconds.
 QQ0721
 QQ0721.The orthometric height was determined by differential leveling and
 QQ0721.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0721.in June 1991.
 QQ0721
 QQ0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0721.GEOID18 height accuracy estimate available here.
 QQ0721
 QQ0721.Click photographs - Photos may exist for this station.
 QQ0721
 QQ0721.The dynamic height is computed by dividing the NAVD 88
 QQ0721.geopotential number by the normal gravity value computed on the
 QQ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0721.degrees latitude (g = 980.6199 gals.).
 QQ0721
 QQ0721.The modeled gravity was interpolated from observed gravity values.
 QQ0721
 QQ0721;                    North         East    Units  Estimated Accuracy
 QQ0721;SPC SD N     -   193,530.      835,130.      MT  (+/- 180 meters Scaled)
 QQ0721
 QQ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR570444(NAD 83)
 QQ0721
 QQ0721                          SUPERSEDED SURVEY CONTROL
 QQ0721
 QQ0721.No superseded survey control is available for this station.
 QQ0721
 QQ0721_MARKER: DB = BENCH MARK DISK
 QQ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0721_STAMPING: 29-223.45 1981 1248.49
 QQ0721_MARK LOGO: SDDT
 QQ0721_PROJECTION: FLUSH
 QQ0721_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0721+STABILITY: SURFACE MOTION
 QQ0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0721+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0721
 QQ0721  HISTORY     - Date     Condition        Report By
 QQ0721  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0721  HISTORY     - 19900725 GOOD             NGS
 QQ0721  HISTORY     - 19950101 GOOD             SDDENR
 QQ0721
 QQ0721                          STATION DESCRIPTION
 QQ0721
 QQ0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0721'13.9 KM (8.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0721'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.7 KM (0.4 MI)
 QQ0721'NORTH OF MILEPOST 223, 35.4 M (116.1 FT) NORTH-NORTHEAST OF THE EAST
 QQ0721'LEG OF A HIGHWAY INFORMATION SIGN, 29.2 M (95.8 FT) EAST OF AND LEVEL
 QQ0721'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.4 M
 QQ0721'(1.3 FT) NORTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A FENCE,
 QQ0721'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QQ0721
 QQ0721                          STATION RECOVERY (1995)
 QQ0721
 QQ0721'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0721'FOUND IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0719 ***********************************************************************
 QQ0719  DESIGNATION -  I29 224.0
 QQ0719  PID         -  QQ0719
 QQ0719  STATE/COUNTY-  SD/ROBERTS
 QQ0719  COUNTRY     -  US
 QQ0719  USGS QUAD   -  PEEVER (2017)
 QQ0719
 QQ0719                         *CURRENT SURVEY CONTROL
 QQ0719  ______________________________________________________________________
 QQ0719* NAD 83(1986) POSITION- 45 32 43.     (N) 096 59 20.     (W)   SCALED
 QQ0719* NAVD 88 ORTHO HEIGHT -   382.047 (meters)     1253.43  (feet) ADJUSTED
 QQ0719  ______________________________________________________________________
 QQ0719  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 QQ0719  DYNAMIC HEIGHT  -        382.025 (meters)     1253.36  (feet) COMP
 QQ0719  MODELED GRAVITY -    980,546.2   (mgal)                       NAVD 88
 QQ0719
 QQ0719  VERT ORDER      -  FIRST     CLASS II
 QQ0719
 QQ0719.The horizontal coordinates were scaled from a map and have
 QQ0719.an estimated accuracy of +/- 6 seconds.
 QQ0719
 QQ0719.The orthometric height was determined by differential leveling and
 QQ0719.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0719.in June 1991.
 QQ0719
 QQ0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0719.GEOID18 height accuracy estimate available here.
 QQ0719
 QQ0719.Click photographs - Photos may exist for this station.
 QQ0719
 QQ0719.The dynamic height is computed by dividing the NAVD 88
 QQ0719.geopotential number by the normal gravity value computed on the
 QQ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0719.degrees latitude (g = 980.6199 gals.).
 QQ0719
 QQ0719.The modeled gravity was interpolated from observed gravity values.
 QQ0719
 QQ0719;                    North         East    Units  Estimated Accuracy
 QQ0719;SPC SD N     -   194,610.      835,090.      MT  (+/- 180 meters Scaled)
 QQ0719
 QQ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569454(NAD 83)
 QQ0719
 QQ0719                          SUPERSEDED SURVEY CONTROL
 QQ0719
 QQ0719.No superseded survey control is available for this station.
 QQ0719
 QQ0719_MARKER: Z = SEE DESCRIPTION
 QQ0719_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0719_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0719+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0719
 QQ0719  HISTORY     - Date     Condition        Report By
 QQ0719  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0719  HISTORY     - 19900725 GOOD             NGS
 QQ0719
 QQ0719                          STATION DESCRIPTION
 QQ0719
 QQ0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0719'12.9 KM (8.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0719'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 147.0 M (482.3 FT)
 QQ0719'NORTH OF THE NORTHEAST CORNER OF THE NORTHBOUND HIGHWAY OVERPASS OF
 QQ0719'COUNTY ROAD 5 (EXIT 224), 29.4 M (96.5 FT) EAST OF THE CENTERLINE OF
 QQ0719'THE NORTHBOUND LANES OF THE HIGHWAY, 14.2 M (46.6 FT) WEST OF THE
 QQ0719'CENTER OF THE NORTHBOUND ON RAMP, 4.5 M (14.8 FT) BELOW THE LEVEL OF
 QQ0719'THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH-NORTHWEST OF A WITNESS POST.
 QQ0719'NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP THAT IS ATTACHED
 QQ0719'TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN
 QQ0719'8-INCH METAL PLATE.  NOTE--A GALVANIZED STEEL PIPE SET TO A DEPTH 6.4
 QQ0719'M (21.0 FT) IN A SLEEVE WHICH THE DEPTH IS UNKNOWN, ENCASED IN A PIPE
 QQ0719'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0708 ***********************************************************************
 QQ0708  DESIGNATION -  I29 224.02
 QQ0708  PID         -  QQ0708
 QQ0708  STATE/COUNTY-  SD/ROBERTS
 QQ0708  COUNTRY     -  US
 QQ0708  USGS QUAD   -  PEEVER (2017)
 QQ0708
 QQ0708                         *CURRENT SURVEY CONTROL
 QQ0708  ______________________________________________________________________
 QQ0708* NAD 83(1986) POSITION- 45 32 37.     (N) 096 59 20.     (W)   SCALED
 QQ0708* NAVD 88 ORTHO HEIGHT -   386.263 (meters)     1267.26  (feet) ADJUSTED
 QQ0708  ______________________________________________________________________
 QQ0708  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 QQ0708  DYNAMIC HEIGHT  -        386.241 (meters)     1267.19  (feet) COMP
 QQ0708  MODELED GRAVITY -    980,546.0   (mgal)                       NAVD 88
 QQ0708
 QQ0708  VERT ORDER      -  FIRST     CLASS II
 QQ0708
 QQ0708.The horizontal coordinates were scaled from a map and have
 QQ0708.an estimated accuracy of +/- 6 seconds.
 QQ0708
 QQ0708.The orthometric height was determined by differential leveling and
 QQ0708.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0708.in June 1991.
 QQ0708
 QQ0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0708.GEOID18 height accuracy estimate available here.
 QQ0708
 QQ0708.Click photographs - Photos may exist for this station.
 QQ0708
 QQ0708.The dynamic height is computed by dividing the NAVD 88
 QQ0708.geopotential number by the normal gravity value computed on the
 QQ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0708.degrees latitude (g = 980.6199 gals.).
 QQ0708
 QQ0708.The modeled gravity was interpolated from observed gravity values.
 QQ0708
 QQ0708;                    North         East    Units  Estimated Accuracy
 QQ0708;SPC SD N     -   194,430.      835,100.      MT  (+/- 180 meters Scaled)
 QQ0708
 QQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569453(NAD 83)
 QQ0708
 QQ0708                          SUPERSEDED SURVEY CONTROL
 QQ0708
 QQ0708.No superseded survey control is available for this station.
 QQ0708
 QQ0708_MARKER: DB = BENCH MARK DISK
 QQ0708_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0708_SP_SET: ABUTMENT
 QQ0708_STAMPING: 20-224.02 1981 1266.38
 QQ0708_MARK LOGO: SDDT
 QQ0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0708+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0708
 QQ0708  HISTORY     - Date     Condition        Report By
 QQ0708  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0708  HISTORY     - 19900725 GOOD             NGS
 QQ0708  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0708
 QQ0708                          STATION DESCRIPTION
 QQ0708
 QQ0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0708'13.0 KM (8.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0708'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 0.8 M
 QQ0708'(2.6 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 QQ0708'NORTHBOUND HIGHWAY OVERPASS OF COUNTY ROAD 5 (EXIT 224), 7.3 M (24.0
 QQ0708'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 QQ0708'0.5 M (1.6 FT) NORTH-NORTHWEST OF MILEPOST 224, 0.3 M (1.0 FT)
 QQ0708'WEST-NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 QQ0708'OF THE HIGHWAY.
 QQ0708
 QQ0708                          STATION RECOVERY (2013)
 QQ0708
 QQ0708'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0720 ***********************************************************************
 QQ0720  DESIGNATION -  I29 224.03
 QQ0720  PID         -  QQ0720
 QQ0720  STATE/COUNTY-  SD/ROBERTS
 QQ0720  COUNTRY     -  US
 QQ0720  USGS QUAD   -  PEEVER (2017)
 QQ0720
 QQ0720                         *CURRENT SURVEY CONTROL
 QQ0720  ______________________________________________________________________
 QQ0720* NAD 83(1986) POSITION- 45 32 38.     (N) 096 59 22.     (W)   SCALED
 QQ0720* NAVD 88 ORTHO HEIGHT -   386.201 (meters)     1267.06  (feet) ADJUSTED
 QQ0720  ______________________________________________________________________
 QQ0720  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 QQ0720  DYNAMIC HEIGHT  -        386.178 (meters)     1266.99  (feet) COMP
 QQ0720  MODELED GRAVITY -    980,545.9   (mgal)                       NAVD 88
 QQ0720
 QQ0720  VERT ORDER      -  FIRST     CLASS II
 QQ0720
 QQ0720.The horizontal coordinates were scaled from a map and have
 QQ0720.an estimated accuracy of +/- 6 seconds.
 QQ0720
 QQ0720.The orthometric height was determined by differential leveling and
 QQ0720.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0720.in June 1991.
 QQ0720
 QQ0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0720.GEOID18 height accuracy estimate available here.
 QQ0720
 QQ0720.Click photographs - Photos may exist for this station.
 QQ0720
 QQ0720.The dynamic height is computed by dividing the NAVD 88
 QQ0720.geopotential number by the normal gravity value computed on the
 QQ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0720.degrees latitude (g = 980.6199 gals.).
 QQ0720
 QQ0720.The modeled gravity was interpolated from observed gravity values.
 QQ0720
 QQ0720;                    North         East    Units  Estimated Accuracy
 QQ0720;SPC SD N     -   194,460.      835,060.      MT  (+/- 180 meters Scaled)
 QQ0720
 QQ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569453(NAD 83)
 QQ0720
 QQ0720                          SUPERSEDED SURVEY CONTROL
 QQ0720
 QQ0720.No superseded survey control is available for this station.
 QQ0720
 QQ0720_MARKER: DB = BENCH MARK DISK
 QQ0720_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0720_SP_SET: ABUTMENT
 QQ0720_STAMPING: 20-224.03 1981 1266.22
 QQ0720_MARK LOGO: SDDT
 QQ0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0720+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0720
 QQ0720  HISTORY     - Date     Condition        Report By
 QQ0720  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0720  HISTORY     - 19900725 GOOD             NGS
 QQ0720  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0720
 QQ0720                          STATION DESCRIPTION
 QQ0720
 QQ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0720'13.0 KM (8.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0720'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 0.95
 QQ0720'M (3.12 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF
 QQ0720'THE SOUTHBOUND HIGHWAY OVERPASS OF COUNTY ROAD 5 (EXIT 224), 7.4 M
 QQ0720'(24.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 QQ0720'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 QQ0720'ABOVE THE LEVEL OF THE HIGHWAY.
 QQ0720
 QQ0720                          STATION RECOVERY (2013)
 QQ0720
 QQ0720'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0718 ***********************************************************************
 QQ0718  DESIGNATION -  I29 224.51
 QQ0718  PID         -  QQ0718
 QQ0718  STATE/COUNTY-  SD/ROBERTS
 QQ0718  COUNTRY     -  US
 QQ0718  USGS QUAD   -  PEEVER (2017)
 QQ0718
 QQ0718                         *CURRENT SURVEY CONTROL
 QQ0718  ______________________________________________________________________
 QQ0718* NAD 83(1986) POSITION- 45 33 04.     (N) 096 59 22.     (W)   SCALED
 QQ0718* NAVD 88 ORTHO HEIGHT -   381.598 (meters)     1251.96  (feet) ADJUSTED
 QQ0718  ______________________________________________________________________
 QQ0718  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 QQ0718  DYNAMIC HEIGHT  -        381.576 (meters)     1251.89  (feet) COMP
 QQ0718  MODELED GRAVITY -    980,546.6   (mgal)                       NAVD 88
 QQ0718
 QQ0718  VERT ORDER      -  FIRST     CLASS II
 QQ0718
 QQ0718.The horizontal coordinates were scaled from a map and have
 QQ0718.an estimated accuracy of +/- 6 seconds.
 QQ0718
 QQ0718.The orthometric height was determined by differential leveling and
 QQ0718.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0718.in June 1991.
 QQ0718
 QQ0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0718.GEOID18 height accuracy estimate available here.
 QQ0718
 QQ0718.Click photographs - Photos may exist for this station.
 QQ0718
 QQ0718.The dynamic height is computed by dividing the NAVD 88
 QQ0718.geopotential number by the normal gravity value computed on the
 QQ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0718.degrees latitude (g = 980.6199 gals.).
 QQ0718
 QQ0718.The modeled gravity was interpolated from observed gravity values.
 QQ0718
 QQ0718;                    North         East    Units  Estimated Accuracy
 QQ0718;SPC SD N     -   195,260.      835,030.      MT  (+/- 180 meters Scaled)
 QQ0718
 QQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569461(NAD 83)
 QQ0718
 QQ0718                          SUPERSEDED SURVEY CONTROL
 QQ0718
 QQ0718.No superseded survey control is available for this station.
 QQ0718
 QQ0718_MARKER: DB = BENCH MARK DISK
 QQ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0718_STAMPING: 29-224.51 1981 1251.06
 QQ0718_MARK LOGO: SDDT
 QQ0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0718+STABILITY: SURFACE MOTION
 QQ0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0718+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0718
 QQ0718  HISTORY     - Date     Condition        Report By
 QQ0718  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0718  HISTORY     - 19900725 GOOD             NGS
 QQ0718
 QQ0718                          STATION DESCRIPTION
 QQ0718
 QQ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0718'12.2 KM (7.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0718'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.8 KM (0.5 MI)
 QQ0718'NORTH OF MILEPOST 224, 29.2 M (95.8 FT) WEST OF AND LEVEL WITH THE
 QQ0718'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT)
 QQ0718'EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.17 M (0.56
 QQ0718'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0717 ***********************************************************************
 QQ0717  DESIGNATION -  I29 225.4
 QQ0717  PID         -  QQ0717
 QQ0717  STATE/COUNTY-  SD/ROBERTS
 QQ0717  COUNTRY     -  US
 QQ0717  USGS QUAD   -  PEEVER (2017)
 QQ0717
 QQ0717                         *CURRENT SURVEY CONTROL
 QQ0717  ______________________________________________________________________
 QQ0717* NAD 83(1986) POSITION- 45 33 51.     (N) 096 59 21.     (W)   SCALED
 QQ0717* NAVD 88 ORTHO HEIGHT -   372.642 (meters)     1222.58  (feet) ADJUSTED
 QQ0717  ______________________________________________________________________
 QQ0717  GEOID HEIGHT    -        -25.718 (meters)                     GEOID18
 QQ0717  DYNAMIC HEIGHT  -        372.621 (meters)     1222.51  (feet) COMP
 QQ0717  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 QQ0717
 QQ0717  VERT ORDER      -  FIRST     CLASS II
 QQ0717
 QQ0717.The horizontal coordinates were scaled from a map and have
 QQ0717.an estimated accuracy of +/- 6 seconds.
 QQ0717
 QQ0717.The orthometric height was determined by differential leveling and
 QQ0717.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0717.in June 1991.
 QQ0717
 QQ0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0717.GEOID18 height accuracy estimate available here.
 QQ0717
 QQ0717.Click photographs - Photos may exist for this station.
 QQ0717
 QQ0717.The dynamic height is computed by dividing the NAVD 88
 QQ0717.geopotential number by the normal gravity value computed on the
 QQ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0717.degrees latitude (g = 980.6199 gals.).
 QQ0717
 QQ0717.The modeled gravity was interpolated from observed gravity values.
 QQ0717
 QQ0717;                    North         East    Units  Estimated Accuracy
 QQ0717;SPC SD N     -   196,710.      834,990.      MT  (+/- 180 meters Scaled)
 QQ0717
 QQ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569475(NAD 83)
 QQ0717
 QQ0717                          SUPERSEDED SURVEY CONTROL
 QQ0717
 QQ0717.No superseded survey control is available for this station.
 QQ0717
 QQ0717_MARKER: Z = SEE DESCRIPTION
 QQ0717_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0717_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0717+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0717
 QQ0717  HISTORY     - Date     Condition        Report By
 QQ0717  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0717  HISTORY     - 19900725 GOOD             NGS
 QQ0717
 QQ0717                          STATION DESCRIPTION
 QQ0717
 QQ0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0717'10.7 KM (6.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0717'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.7 KM (0.4 MI)
 QQ0717'NORTH OF MILEPOST 225, 16.2 M (53.1 FT) WEST OF THE CENTERLINE OF THE
 QQ0717'NORTHBOUND LANES OF THE HIGHWAY, 9.9 M (32.5 FT) EAST OF THE
 QQ0717'SOUTHEAST CORNER OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING A CREEK,
 QQ0717'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0717'NORTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS AN UNSTAMPED IRON
 QQ0717'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 QQ0717'DATUM POINT IS THROUGH AN 8-INCH METAL PLATE.  NOTE--A GALVANIZED
 QQ0717'STEEL PIPE SET TO A DEPTH 6.4 M (21.0 FT) IN A SLEEVE WHICH THE DEPTH
 QQ0717'IS UNKNOWN, ENCASED IN A PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0716 ***********************************************************************
 QQ0716  DESIGNATION -  I29 225.43
 QQ0716  PID         -  QQ0716
 QQ0716  STATE/COUNTY-  SD/ROBERTS
 QQ0716  COUNTRY     -  US
 QQ0716  USGS QUAD   -  PEEVER (2017)
 QQ0716
 QQ0716                         *CURRENT SURVEY CONTROL
 QQ0716  ______________________________________________________________________
 QQ0716* NAD 83(1986) POSITION- 45 33 53.     (N) 096 59 20.     (W)   SCALED
 QQ0716* NAVD 88 ORTHO HEIGHT -   373.627 (meters)     1225.81  (feet) ADJUSTED
 QQ0716  ______________________________________________________________________
 QQ0716  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 QQ0716  DYNAMIC HEIGHT  -        373.606 (meters)     1225.74  (feet) COMP
 QQ0716  MODELED GRAVITY -    980,548.1   (mgal)                       NAVD 88
 QQ0716
 QQ0716  VERT ORDER      -  FIRST     CLASS II
 QQ0716
 QQ0716.The horizontal coordinates were scaled from a map and have
 QQ0716.an estimated accuracy of +/- 6 seconds.
 QQ0716
 QQ0716.The orthometric height was determined by differential leveling and
 QQ0716.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0716.in June 1991.
 QQ0716
 QQ0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0716.GEOID18 height accuracy estimate available here.
 QQ0716
 QQ0716.Click photographs - Photos may exist for this station.
 QQ0716
 QQ0716.The dynamic height is computed by dividing the NAVD 88
 QQ0716.geopotential number by the normal gravity value computed on the
 QQ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0716.degrees latitude (g = 980.6199 gals.).
 QQ0716
 QQ0716.The modeled gravity was interpolated from observed gravity values.
 QQ0716
 QQ0716;                    North         East    Units  Estimated Accuracy
 QQ0716;SPC SD N     -   196,770.      835,010.      MT  (+/- 180 meters Scaled)
 QQ0716
 QQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569476(NAD 83)
 QQ0716
 QQ0716                          SUPERSEDED SURVEY CONTROL
 QQ0716
 QQ0716.No superseded survey control is available for this station.
 QQ0716
 QQ0716_MARKER: DB = BENCH MARK DISK
 QQ0716_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0716_SP_SET: ABUTMENT
 QQ0716_STAMPING: BM NO. 29-225.43 19 1224.92
 QQ0716_MARK LOGO: SDDT
 QQ0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0716+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0716
 QQ0716  HISTORY     - Date     Condition        Report By
 QQ0716  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0716  HISTORY     - 19900725 GOOD             NGS
 QQ0716
 QQ0716                          STATION DESCRIPTION
 QQ0716
 QQ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0716'10.7 KM (6.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0716'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.0 M
 QQ0716'(3.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 QQ0716'ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 0.7 KM
 QQ0716'(0.4 MI) NORTH OF MILEPOST 225, 7.5 M (24.6 FT) WEST OF THE
 QQ0716'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0716'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0707 ***********************************************************************
 QQ0707  DESIGNATION -  I29 225.44
 QQ0707  PID         -  QQ0707
 QQ0707  STATE/COUNTY-  SD/ROBERTS
 QQ0707  COUNTRY     -  US
 QQ0707  USGS QUAD   -  PEEVER (2017)
 QQ0707
 QQ0707                         *CURRENT SURVEY CONTROL
 QQ0707  ______________________________________________________________________
 QQ0707* NAD 83(1986) POSITION- 45 33 53.     (N) 096 59 21.     (W)   SCALED
 QQ0707* NAVD 88 ORTHO HEIGHT -   373.596 (meters)     1225.71  (feet) ADJUSTED
 QQ0707  ______________________________________________________________________
 QQ0707  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 QQ0707  DYNAMIC HEIGHT  -        373.575 (meters)     1225.64  (feet) COMP
 QQ0707  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 QQ0707
 QQ0707  VERT ORDER      -  FIRST     CLASS II
 QQ0707
 QQ0707.The horizontal coordinates were scaled from a map and have
 QQ0707.an estimated accuracy of +/- 6 seconds.
 QQ0707
 QQ0707.The orthometric height was determined by differential leveling and
 QQ0707.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0707.in June 1991.
 QQ0707
 QQ0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0707.GEOID18 height accuracy estimate available here.
 QQ0707
 QQ0707.Click photographs - Photos may exist for this station.
 QQ0707
 QQ0707.The dynamic height is computed by dividing the NAVD 88
 QQ0707.geopotential number by the normal gravity value computed on the
 QQ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0707.degrees latitude (g = 980.6199 gals.).
 QQ0707
 QQ0707.The modeled gravity was interpolated from observed gravity values.
 QQ0707
 QQ0707;                    North         East    Units  Estimated Accuracy
 QQ0707;SPC SD N     -   196,770.      834,990.      MT  (+/- 180 meters Scaled)
 QQ0707
 QQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569476(NAD 83)
 QQ0707
 QQ0707                          SUPERSEDED SURVEY CONTROL
 QQ0707
 QQ0707.No superseded survey control is available for this station.
 QQ0707
 QQ0707_MARKER: DB = BENCH MARK DISK
 QQ0707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0707_SP_SET: ABUTMENT
 QQ0707_STAMPING: BBM. NO. 29-225.44 19 1224.83
 QQ0707_MARK LOGO: SDDT
 QQ0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0707+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0707
 QQ0707  HISTORY     - Date     Condition        Report By
 QQ0707  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0707  HISTORY     - 19900725 GOOD             NGS
 QQ0707
 QQ0707                          STATION DESCRIPTION
 QQ0707
 QQ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0707'10.7 KM (6.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0707'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.0 M
 QQ0707'(3.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 QQ0707'ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 0.7 KM
 QQ0707'(0.4 MI) NORTH OF MILEPOST 225, 7.5 M (24.6 FT) EAST OF THE
 QQ0707'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0707'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0715 ***********************************************************************
 QQ0715  DESIGNATION -  I29 225.8
 QQ0715  PID         -  QQ0715
 QQ0715  STATE/COUNTY-  SD/ROBERTS
 QQ0715  COUNTRY     -  US
 QQ0715  USGS QUAD   -  PEEVER (2017)
 QQ0715
 QQ0715                         *CURRENT SURVEY CONTROL
 QQ0715  ______________________________________________________________________
 QQ0715* NAD 83(1986) POSITION- 45 34 13.     (N) 096 59 21.     (W)   SCALED
 QQ0715* NAVD 88 ORTHO HEIGHT -   371.711 (meters)     1219.52  (feet) ADJUSTED
 QQ0715  ______________________________________________________________________
 QQ0715  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 QQ0715  DYNAMIC HEIGHT  -        371.690 (meters)     1219.45  (feet) COMP
 QQ0715  MODELED GRAVITY -    980,548.7   (mgal)                       NAVD 88
 QQ0715
 QQ0715  VERT ORDER      -  FIRST     CLASS II
 QQ0715
 QQ0715.The horizontal coordinates were scaled from a map and have
 QQ0715.an estimated accuracy of +/- 6 seconds.
 QQ0715
 QQ0715.The orthometric height was determined by differential leveling and
 QQ0715.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0715.in June 1991.
 QQ0715
 QQ0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0715.GEOID18 height accuracy estimate available here.
 QQ0715
 QQ0715.Click photographs - Photos may exist for this station.
 QQ0715
 QQ0715.The dynamic height is computed by dividing the NAVD 88
 QQ0715.geopotential number by the normal gravity value computed on the
 QQ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0715.degrees latitude (g = 980.6199 gals.).
 QQ0715
 QQ0715.The modeled gravity was interpolated from observed gravity values.
 QQ0715
 QQ0715;                    North         East    Units  Estimated Accuracy
 QQ0715;SPC SD N     -   197,390.      834,970.      MT  (+/- 180 meters Scaled)
 QQ0715
 QQ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569482(NAD 83)
 QQ0715
 QQ0715                          SUPERSEDED SURVEY CONTROL
 QQ0715
 QQ0715.No superseded survey control is available for this station.
 QQ0715
 QQ0715_MARKER: Z = SEE DESCRIPTION
 QQ0715_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0715_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0715+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0715
 QQ0715  HISTORY     - Date     Condition        Report By
 QQ0715  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0715  HISTORY     - 19900725 GOOD             NGS
 QQ0715
 QQ0715                          STATION DESCRIPTION
 QQ0715
 QQ0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0715'10.1 KM (6.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0715'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 1.35 KM (0.84 MI)
 QQ0715'NORTH OF MILEPOST 225, 16.2 M (53.1 FT) WEST OF THE CENTERLINE OF THE
 QQ0715'NORTHBOUND LANES OF THE HIGHWAY, 10.2 M (33.5 FT) EAST-SOUTHEAST OF
 QQ0715'THE SOUTHEAST CORNER OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING A
 QQ0715'CREEK, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 QQ0715'FT) SOUTH OF A WITNESS POST.  NOTE--THE DATUM POINT IS AN UNSTAMPED
 QQ0715'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO
 QQ0715'THE DATUM POINT IS THROUGH AN 8-INCH METAL PLATE AND THEN A 4-INCH
 QQ0715'PVC SCREW CAP.  NOTE--A GALVANIZED STEEL PIPE SET TO A DEPTH 6.4 M
 QQ0715'(21.0 FT) IN A SLEEVE WHICH THE DEPTH IS UNKNOWN, ENCASED IN A PIPE
 QQ0715'PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0714 ***********************************************************************
 QQ0714  DESIGNATION -  I29 225.83
 QQ0714  PID         -  QQ0714
 QQ0714  STATE/COUNTY-  SD/ROBERTS
 QQ0714  COUNTRY     -  US
 QQ0714  USGS QUAD   -  PEEVER (2017)
 QQ0714
 QQ0714                         *CURRENT SURVEY CONTROL
 QQ0714  ______________________________________________________________________
 QQ0714* NAD 83(1986) POSITION- 45 34 14.     (N) 096 59 21.     (W)   SCALED
 QQ0714* NAVD 88 ORTHO HEIGHT -   373.028 (meters)     1223.84  (feet) ADJUSTED
 QQ0714  ______________________________________________________________________
 QQ0714  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 QQ0714  DYNAMIC HEIGHT  -        373.007 (meters)     1223.77  (feet) COMP
 QQ0714  MODELED GRAVITY -    980,548.7   (mgal)                       NAVD 88
 QQ0714
 QQ0714  VERT ORDER      -  FIRST     CLASS II
 QQ0714
 QQ0714.The horizontal coordinates were scaled from a map and have
 QQ0714.an estimated accuracy of +/- 6 seconds.
 QQ0714
 QQ0714.The orthometric height was determined by differential leveling and
 QQ0714.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0714.in June 1991.
 QQ0714
 QQ0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0714.GEOID18 height accuracy estimate available here.
 QQ0714
 QQ0714.Click photographs - Photos may exist for this station.
 QQ0714
 QQ0714.The dynamic height is computed by dividing the NAVD 88
 QQ0714.geopotential number by the normal gravity value computed on the
 QQ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0714.degrees latitude (g = 980.6199 gals.).
 QQ0714
 QQ0714.The modeled gravity was interpolated from observed gravity values.
 QQ0714
 QQ0714;                    North         East    Units  Estimated Accuracy
 QQ0714;SPC SD N     -   197,420.      834,970.      MT  (+/- 180 meters Scaled)
 QQ0714
 QQ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569483(NAD 83)
 QQ0714
 QQ0714                          SUPERSEDED SURVEY CONTROL
 QQ0714
 QQ0714.No superseded survey control is available for this station.
 QQ0714
 QQ0714_MARKER: DB = BENCH MARK DISK
 QQ0714_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0714_SP_SET: ABUTMENT
 QQ0714_STAMPING: BM NO. 29-225.83 19 1222.97
 QQ0714_MARK LOGO: SDDT
 QQ0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0714+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0714
 QQ0714  HISTORY     - Date     Condition        Report By
 QQ0714  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0714  HISTORY     - 19900725 GOOD             NGS
 QQ0714
 QQ0714                          STATION DESCRIPTION
 QQ0714
 QQ0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0714'10.1 KM (6.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0714'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.0 M
 QQ0714'(3.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 QQ0714'ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 0.7 KM
 QQ0714'(0.4 MI) NORTH OF MILEPOST 225, 7.5 M (24.6 FT) WEST OF THE
 QQ0714'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0714'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0706 ***********************************************************************
 QQ0706  DESIGNATION -  I29 225.84
 QQ0706  PID         -  QQ0706
 QQ0706  STATE/COUNTY-  SD/ROBERTS
 QQ0706  COUNTRY     -  US
 QQ0706  USGS QUAD   -  PEEVER (2017)
 QQ0706
 QQ0706                         *CURRENT SURVEY CONTROL
 QQ0706  ______________________________________________________________________
 QQ0706* NAD 83(1986) POSITION- 45 34 14.     (N) 096 59 20.     (W)   SCALED
 QQ0706* NAVD 88 ORTHO HEIGHT -   373.033 (meters)     1223.86  (feet) ADJUSTED
 QQ0706  ______________________________________________________________________
 QQ0706  GEOID HEIGHT    -        -25.729 (meters)                     GEOID18
 QQ0706  DYNAMIC HEIGHT  -        373.012 (meters)     1223.79  (feet) COMP
 QQ0706  MODELED GRAVITY -    980,548.8   (mgal)                       NAVD 88
 QQ0706
 QQ0706  VERT ORDER      -  FIRST     CLASS II
 QQ0706
 QQ0706.The horizontal coordinates were scaled from a map and have
 QQ0706.an estimated accuracy of +/- 6 seconds.
 QQ0706
 QQ0706.The orthometric height was determined by differential leveling and
 QQ0706.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0706.in June 1991.
 QQ0706
 QQ0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0706.GEOID18 height accuracy estimate available here.
 QQ0706
 QQ0706.Click photographs - Photos may exist for this station.
 QQ0706
 QQ0706.The dynamic height is computed by dividing the NAVD 88
 QQ0706.geopotential number by the normal gravity value computed on the
 QQ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0706.degrees latitude (g = 980.6199 gals.).
 QQ0706
 QQ0706.The modeled gravity was interpolated from observed gravity values.
 QQ0706
 QQ0706;                    North         East    Units  Estimated Accuracy
 QQ0706;SPC SD N     -   197,420.      834,990.      MT  (+/- 180 meters Scaled)
 QQ0706
 QQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569483(NAD 83)
 QQ0706
 QQ0706                          SUPERSEDED SURVEY CONTROL
 QQ0706
 QQ0706.No superseded survey control is available for this station.
 QQ0706
 QQ0706_MARKER: DB = BENCH MARK DISK
 QQ0706_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0706_SP_SET: ABUTMENT
 QQ0706_STAMPING: BM NO. 225.84 19 1222.99
 QQ0706_MARK LOGO: SDDT
 QQ0706_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0706+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0706
 QQ0706  HISTORY     - Date     Condition        Report By
 QQ0706  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0706  HISTORY     - 19900725 GOOD             NGS
 QQ0706
 QQ0706                          STATION DESCRIPTION
 QQ0706
 QQ0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0706'10.1 KM (6.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0706'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.0 M
 QQ0706'(3.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 QQ0706'ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 0.7 KM
 QQ0706'(0.4 MI) NORTH OF MILEPOST 225, 7.4 M (24.3 FT) EAST OF CENTERLINE OF
 QQ0706'THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE
 QQ0706'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0705 ***********************************************************************
 QQ0705  DESIGNATION -  I29 226.52
 QQ0705  PID         -  QQ0705
 QQ0705  STATE/COUNTY-  SD/ROBERTS
 QQ0705  COUNTRY     -  US
 QQ0705  USGS QUAD   -  PEEVER (2017)
 QQ0705
 QQ0705                         *CURRENT SURVEY CONTROL
 QQ0705  ______________________________________________________________________
 QQ0705* NAD 83(1986) POSITION- 45 34 48.     (N) 096 59 20.     (W)   SCALED
 QQ0705* NAVD 88 ORTHO HEIGHT -   374.025 (meters)     1227.11  (feet) ADJUSTED
 QQ0705  ______________________________________________________________________
 QQ0705  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 QQ0705  DYNAMIC HEIGHT  -        374.005 (meters)     1227.05  (feet) COMP
 QQ0705  MODELED GRAVITY -    980,549.9   (mgal)                       NAVD 88
 QQ0705
 QQ0705  VERT ORDER      -  FIRST     CLASS II
 QQ0705
 QQ0705.The horizontal coordinates were scaled from a map and have
 QQ0705.an estimated accuracy of +/- 6 seconds.
 QQ0705
 QQ0705.The orthometric height was determined by differential leveling and
 QQ0705.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0705.in June 1991.
 QQ0705
 QQ0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0705.GEOID18 height accuracy estimate available here.
 QQ0705
 QQ0705.Click photographs - Photos may exist for this station.
 QQ0705
 QQ0705.The dynamic height is computed by dividing the NAVD 88
 QQ0705.geopotential number by the normal gravity value computed on the
 QQ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0705.degrees latitude (g = 980.6199 gals.).
 QQ0705
 QQ0705.The modeled gravity was interpolated from observed gravity values.
 QQ0705
 QQ0705;                    North         East    Units  Estimated Accuracy
 QQ0705;SPC SD N     -   198,470.      834,950.      MT  (+/- 180 meters Scaled)
 QQ0705
 QQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568493(NAD 83)
 QQ0705
 QQ0705                          SUPERSEDED SURVEY CONTROL
 QQ0705
 QQ0705.No superseded survey control is available for this station.
 QQ0705
 QQ0705_MARKER: DB = BENCH MARK DISK
 QQ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0705_STAMPING: 29.226.52 1982 1226.22
 QQ0705_MARK LOGO: SDDT
 QQ0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0705+STABILITY: SURFACE MOTION
 QQ0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0705+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0705
 QQ0705  HISTORY     - Date     Condition        Report By
 QQ0705  HISTORY     - 1982     MONUMENTED       SDDT
 QQ0705  HISTORY     - 19900725 GOOD             NGS
 QQ0705
 QQ0705                          STATION DESCRIPTION
 QQ0705
 QQ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0705'9.0 KM (5.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0705'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.85 KM (0.53 MI)
 QQ0705'NORTH OF MILEPOST 226, 38.6 M (126.6 FT) EAST OF THE CENTERLINE OF
 QQ0705'THE NORTHBOUND LANES OF THE HIGHWAY, 20.4 M (66.9 FT) SOUTH OF THE
 QQ0705'MOST SOUTHERLY OF 5 FENCE BRACE POSTS, 3.0 M (9.8 FT) ABOVE THE LEVEL
 QQ0705'OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND
 QQ0705'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0704 ***********************************************************************
 QQ0704  DESIGNATION -  I29 226.63
 QQ0704  PID         -  QQ0704
 QQ0704  STATE/COUNTY-  SD/ROBERTS
 QQ0704  COUNTRY     -  US
 QQ0704  USGS QUAD   -  PEEVER (2017)
 QQ0704
 QQ0704                         *CURRENT SURVEY CONTROL
 QQ0704  ______________________________________________________________________
 QQ0704* NAD 83(1986) POSITION- 45 34 55.     (N) 096 59 20.     (W)   SCALED
 QQ0704* NAVD 88 ORTHO HEIGHT -   370.572 (meters)     1215.79  (feet) ADJUSTED
 QQ0704  ______________________________________________________________________
 QQ0704  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 QQ0704  DYNAMIC HEIGHT  -        370.551 (meters)     1215.72  (feet) COMP
 QQ0704  MODELED GRAVITY -    980,550.2   (mgal)                       NAVD 88
 QQ0704
 QQ0704  VERT ORDER      -  FIRST     CLASS II
 QQ0704
 QQ0704.The horizontal coordinates were scaled from a map and have
 QQ0704.an estimated accuracy of +/- 6 seconds.
 QQ0704
 QQ0704.The orthometric height was determined by differential leveling and
 QQ0704.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0704.in June 1991.
 QQ0704
 QQ0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0704.GEOID18 height accuracy estimate available here.
 QQ0704
 QQ0704.Click photographs - Photos may exist for this station.
 QQ0704
 QQ0704.The dynamic height is computed by dividing the NAVD 88
 QQ0704.geopotential number by the normal gravity value computed on the
 QQ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0704.degrees latitude (g = 980.6199 gals.).
 QQ0704
 QQ0704.The modeled gravity was interpolated from observed gravity values.
 QQ0704
 QQ0704;                    North         East    Units  Estimated Accuracy
 QQ0704;SPC SD N     -   198,690.      834,940.      MT  (+/- 180 meters Scaled)
 QQ0704
 QQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568495(NAD 83)
 QQ0704
 QQ0704                          SUPERSEDED SURVEY CONTROL
 QQ0704
 QQ0704.No superseded survey control is available for this station.
 QQ0704
 QQ0704_MARKER: DB = BENCH MARK DISK
 QQ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0704_STAMPING: 29.226.63 1983
 QQ0704_MARK LOGO: SDDT
 QQ0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0704+STABILITY: SURFACE MOTION
 QQ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0704+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0704
 QQ0704  HISTORY     - Date     Condition        Report By
 QQ0704  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0704  HISTORY     - 19900725 GOOD             NGS
 QQ0704
 QQ0704                          STATION DESCRIPTION
 QQ0704
 QQ0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0704'8.8 KM (5.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0704'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 1.05 KM (0.65 MI)
 QQ0704'NORTH OF MILEPOST 226, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE
 QQ0704'NORTHBOUND LANES OF THE HIGHWAY, 25.2 M (82.7 FT) NORTH OF THE MOST
 QQ0704'NORTHERLY OF 5 FENCE BRACE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 QQ0704'THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 QQ0704'MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0703 ***********************************************************************
 QQ0703  DESIGNATION -  I29 226.90
 QQ0703  PID         -  QQ0703
 QQ0703  STATE/COUNTY-  SD/ROBERTS
 QQ0703  COUNTRY     -  US
 QQ0703  USGS QUAD   -  PEEVER (2017)
 QQ0703
 QQ0703                         *CURRENT SURVEY CONTROL
 QQ0703  ______________________________________________________________________
 QQ0703* NAD 83(1986) POSITION- 45 35 08.     (N) 096 59 21.     (W)   SCALED
 QQ0703* NAVD 88 ORTHO HEIGHT -   375.464 (meters)     1231.83  (feet) ADJUSTED
 QQ0703  ______________________________________________________________________
 QQ0703  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 QQ0703  DYNAMIC HEIGHT  -        375.444 (meters)     1231.77  (feet) COMP
 QQ0703  MODELED GRAVITY -    980,550.6   (mgal)                       NAVD 88
 QQ0703
 QQ0703  VERT ORDER      -  FIRST     CLASS II
 QQ0703
 QQ0703.The horizontal coordinates were scaled from a map and have
 QQ0703.an estimated accuracy of +/- 6 seconds.
 QQ0703
 QQ0703.The orthometric height was determined by differential leveling and
 QQ0703.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0703.in June 1991.
 QQ0703
 QQ0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0703.GEOID18 height accuracy estimate available here.
 QQ0703
 QQ0703.Click photographs - Photos may exist for this station.
 QQ0703
 QQ0703.The dynamic height is computed by dividing the NAVD 88
 QQ0703.geopotential number by the normal gravity value computed on the
 QQ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0703.degrees latitude (g = 980.6199 gals.).
 QQ0703
 QQ0703.The modeled gravity was interpolated from observed gravity values.
 QQ0703
 QQ0703;                    North         East    Units  Estimated Accuracy
 QQ0703;SPC SD N     -   199,090.      834,910.      MT  (+/- 180 meters Scaled)
 QQ0703
 QQ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568499(NAD 83)
 QQ0703
 QQ0703                          SUPERSEDED SURVEY CONTROL
 QQ0703
 QQ0703.No superseded survey control is available for this station.
 QQ0703
 QQ0703_MARKER: DB = BENCH MARK DISK
 QQ0703_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0703_SP_SET: ABUTMENT
 QQ0703_STAMPING: 29.226.90 1983 1231.20
 QQ0703_MARK LOGO: SDDT
 QQ0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0703+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0703
 QQ0703  HISTORY     - Date     Condition        Report By
 QQ0703  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0703  HISTORY     - 19900725 GOOD             NGS
 QQ0703
 QQ0703                          STATION DESCRIPTION
 QQ0703
 QQ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0703'8.3 KM (5.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0703'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 0.95
 QQ0703'M (3.12 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 QQ0703'THE SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 1.45 KM (0.90 MI)
 QQ0703'NORTH OF MILEPOST 226, 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE
 QQ0703'SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 QQ0703'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0702 ***********************************************************************
 QQ0702  DESIGNATION -  I29 226.93
 QQ0702  PID         -  QQ0702
 QQ0702  STATE/COUNTY-  SD/ROBERTS
 QQ0702  COUNTRY     -  US
 QQ0702  USGS QUAD   -  PEEVER (2017)
 QQ0702
 QQ0702                         *CURRENT SURVEY CONTROL
 QQ0702  ______________________________________________________________________
 QQ0702* NAD 83(1986) POSITION- 45 35 09.     (N) 096 59 21.     (W)   SCALED
 QQ0702* NAVD 88 ORTHO HEIGHT -   375.820 (meters)     1233.00  (feet) ADJUSTED
 QQ0702  ______________________________________________________________________
 QQ0702  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 QQ0702  DYNAMIC HEIGHT  -        375.799 (meters)     1232.93  (feet) COMP
 QQ0702  MODELED GRAVITY -    980,550.6   (mgal)                       NAVD 88
 QQ0702
 QQ0702  VERT ORDER      -  FIRST     CLASS II
 QQ0702
 QQ0702.The horizontal coordinates were scaled from a map and have
 QQ0702.an estimated accuracy of +/- 6 seconds.
 QQ0702
 QQ0702.The orthometric height was determined by differential leveling and
 QQ0702.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0702.in June 1991.
 QQ0702
 QQ0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0702.GEOID18 height accuracy estimate available here.
 QQ0702
 QQ0702.Click photographs - Photos may exist for this station.
 QQ0702
 QQ0702.The dynamic height is computed by dividing the NAVD 88
 QQ0702.geopotential number by the normal gravity value computed on the
 QQ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0702.degrees latitude (g = 980.6199 gals.).
 QQ0702
 QQ0702.The modeled gravity was interpolated from observed gravity values.
 QQ0702
 QQ0702;                    North         East    Units  Estimated Accuracy
 QQ0702;SPC SD N     -   199,120.      834,910.      MT  (+/- 180 meters Scaled)
 QQ0702
 QQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568499(NAD 83)
 QQ0702
 QQ0702                          SUPERSEDED SURVEY CONTROL
 QQ0702
 QQ0702.No superseded survey control is available for this station.
 QQ0702
 QQ0702_MARKER: DB = BENCH MARK DISK
 QQ0702_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0702_SP_SET: ABUTMENT
 QQ0702_STAMPING: 29.226.93 1983 1232.38
 QQ0702_MARK LOGO: SDDT
 QQ0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0702+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0702
 QQ0702  HISTORY     - Date     Condition        Report By
 QQ0702  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0702  HISTORY     - 19900725 GOOD             NGS
 QQ0702
 QQ0702                          STATION DESCRIPTION
 QQ0702
 QQ0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0702'8.3 KM (5.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0702'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.1 M
 QQ0702'(3.6 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE
 QQ0702'NORTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 1.45 KM (0.90 MI) NORTH
 QQ0702'OF MILEPOST 226, 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF THE
 QQ0702'NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 QQ0702'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0645 ***********************************************************************
 QQ0645  DESIGNATION -  I29 227.52
 QQ0645  PID         -  QQ0645
 QQ0645  STATE/COUNTY-  SD/ROBERTS
 QQ0645  COUNTRY     -  US
 QQ0645  USGS QUAD   -  PEEVER (2017)
 QQ0645
 QQ0645                         *CURRENT SURVEY CONTROL
 QQ0645  ______________________________________________________________________
 QQ0645* NAD 83(1986) POSITION- 45 35 39.     (N) 096 59 21.     (W)   SCALED
 QQ0645* NAVD 88 ORTHO HEIGHT -   367.120 (meters)     1204.46  (feet) ADJUSTED
 QQ0645  ______________________________________________________________________
 QQ0645  GEOID HEIGHT    -        -25.765 (meters)                     GEOID18
 QQ0645  DYNAMIC HEIGHT  -        367.100 (meters)     1204.39  (feet) COMP
 QQ0645  MODELED GRAVITY -    980,551.8   (mgal)                       NAVD 88
 QQ0645
 QQ0645  VERT ORDER      -  FIRST     CLASS II
 QQ0645
 QQ0645.The horizontal coordinates were scaled from a map and have
 QQ0645.an estimated accuracy of +/- 6 seconds.
 QQ0645
 QQ0645.The orthometric height was determined by differential leveling and
 QQ0645.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0645.in June 1991.
 QQ0645
 QQ0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0645.GEOID18 height accuracy estimate available here.
 QQ0645
 QQ0645.Click photographs - Photos may exist for this station.
 QQ0645
 QQ0645.The dynamic height is computed by dividing the NAVD 88
 QQ0645.geopotential number by the normal gravity value computed on the
 QQ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0645.degrees latitude (g = 980.6199 gals.).
 QQ0645
 QQ0645.The modeled gravity was interpolated from observed gravity values.
 QQ0645
 QQ0645;                    North         East    Units  Estimated Accuracy
 QQ0645;SPC SD N     -   200,040.      834,870.      MT  (+/- 180 meters Scaled)
 QQ0645
 QQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568509(NAD 83)
 QQ0645
 QQ0645                          SUPERSEDED SURVEY CONTROL
 QQ0645
 QQ0645.No superseded survey control is available for this station.
 QQ0645
 QQ0645_MARKER: DV = VERTICAL CONTROL DISK
 QQ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0645_STAMPING: 29.227.52 1983 1203.83
 QQ0645_MARK LOGO: SDDT
 QQ0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0645+STABILITY: SURFACE MOTION
 QQ0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0645+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0645
 QQ0645  HISTORY     - Date     Condition        Report By
 QQ0645  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0645  HISTORY     - 19900725 GOOD             NGS
 QQ0645
 QQ0645                          STATION DESCRIPTION
 QQ0645
 QQ0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0645'7.3 KM (4.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0645'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.8 KM (0.5 MI)
 QQ0645'NORTH OF MILEPOST 227, 35.5 M (116.5 FT) EAST OF THE CENTERLINE OF
 QQ0645'THE NORTHBOUND LANES OF THE HIGHWAY, 15.0 M (49.2 FT) BELOW THE LEVEL
 QQ0645'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND
 QQ0645'THE MONUMENT IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0701 ***********************************************************************
 QQ0701  DESIGNATION -  I29 228.22
 QQ0701  PID         -  QQ0701
 QQ0701  STATE/COUNTY-  SD/ROBERTS
 QQ0701  COUNTRY     -  US
 QQ0701  USGS QUAD   -  PEEVER (2017)
 QQ0701
 QQ0701                         *CURRENT SURVEY CONTROL
 QQ0701  ______________________________________________________________________
 QQ0701* NAD 83(1986) POSITION- 45 36 17.     (N) 096 59 20.     (W)   SCALED
 QQ0701* NAVD 88 ORTHO HEIGHT -   366.193 (meters)     1201.42  (feet) ADJUSTED
 QQ0701  ______________________________________________________________________
 QQ0701  GEOID HEIGHT    -        -25.780 (meters)                     GEOID18
 QQ0701  DYNAMIC HEIGHT  -        366.174 (meters)     1201.36  (feet) COMP
 QQ0701  MODELED GRAVITY -    980,553.4   (mgal)                       NAVD 88
 QQ0701
 QQ0701  VERT ORDER      -  FIRST     CLASS II
 QQ0701
 QQ0701.The horizontal coordinates were scaled from a map and have
 QQ0701.an estimated accuracy of +/- 6 seconds.
 QQ0701
 QQ0701.The orthometric height was determined by differential leveling and
 QQ0701.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0701.in June 1991.
 QQ0701
 QQ0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0701.GEOID18 height accuracy estimate available here.
 QQ0701
 QQ0701.Click photographs - Photos may exist for this station.
 QQ0701
 QQ0701.The dynamic height is computed by dividing the NAVD 88
 QQ0701.geopotential number by the normal gravity value computed on the
 QQ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0701.degrees latitude (g = 980.6199 gals.).
 QQ0701
 QQ0701.The modeled gravity was interpolated from observed gravity values.
 QQ0701
 QQ0701;                    North         East    Units  Estimated Accuracy
 QQ0701;SPC SD N     -   201,220.      834,850.      MT  (+/- 180 meters Scaled)
 QQ0701
 QQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568520(NAD 83)
 QQ0701
 QQ0701                          SUPERSEDED SURVEY CONTROL
 QQ0701
 QQ0701.No superseded survey control is available for this station.
 QQ0701
 QQ0701_MARKER: DB = BENCH MARK DISK
 QQ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0701_STAMPING: 29.228.22 1983 1200.79
 QQ0701_MARK LOGO: SDDT
 QQ0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0701+STABILITY: SURFACE MOTION
 QQ0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0701+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0701
 QQ0701  HISTORY     - Date     Condition        Report By
 QQ0701  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0701  HISTORY     - 19900725 GOOD             NGS
 QQ0701
 QQ0701                          STATION DESCRIPTION
 QQ0701
 QQ0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0701'6.2 KM (3.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0701'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.35 KM (0.22 MI)
 QQ0701'NORTH OF MILEPOST 228, 35.5 M (116.5 FT) EAST OF THE CENTERLINE OF
 QQ0701'THE NORTHBOUND LANES OF THE HIGHWAY, 5.4 M (17.7 FT) SOUTH OF THE
 QQ0701'MOST NORTHERLY OF 5 FENCE BRACE POSTS, 4.5 M (14.8 FT) BELOW THE
 QQ0701'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 QQ0701'FENCE, AND THE MONUMENT IS 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0700 ***********************************************************************
 QQ0700  DESIGNATION -  I29 228.58
 QQ0700  PID         -  QQ0700
 QQ0700  STATE/COUNTY-  SD/ROBERTS
 QQ0700  COUNTRY     -  US
 QQ0700  USGS QUAD   -  PEEVER (2017)
 QQ0700
 QQ0700                         *CURRENT SURVEY CONTROL
 QQ0700  ______________________________________________________________________
 QQ0700* NAD 83(1986) POSITION- 45 36 36.     (N) 096 59 20.     (W)   SCALED
 QQ0700* NAVD 88 ORTHO HEIGHT -   368.781 (meters)     1209.91  (feet) ADJUSTED
 QQ0700  ______________________________________________________________________
 QQ0700  GEOID HEIGHT    -        -25.787 (meters)                     GEOID18
 QQ0700  DYNAMIC HEIGHT  -        368.762 (meters)     1209.85  (feet) COMP
 QQ0700  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 QQ0700
 QQ0700  VERT ORDER      -  FIRST     CLASS II
 QQ0700
 QQ0700.The horizontal coordinates were scaled from a map and have
 QQ0700.an estimated accuracy of +/- 6 seconds.
 QQ0700
 QQ0700.The orthometric height was determined by differential leveling and
 QQ0700.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0700.in June 1991.
 QQ0700
 QQ0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0700.GEOID18 height accuracy estimate available here.
 QQ0700
 QQ0700.Click photographs - Photos may exist for this station.
 QQ0700
 QQ0700.The dynamic height is computed by dividing the NAVD 88
 QQ0700.geopotential number by the normal gravity value computed on the
 QQ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0700.degrees latitude (g = 980.6199 gals.).
 QQ0700
 QQ0700.The modeled gravity was interpolated from observed gravity values.
 QQ0700
 QQ0700;                    North         East    Units  Estimated Accuracy
 QQ0700;SPC SD N     -   201,800.      834,830.      MT  (+/- 180 meters Scaled)
 QQ0700
 QQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568526(NAD 83)
 QQ0700
 QQ0700                          SUPERSEDED SURVEY CONTROL
 QQ0700
 QQ0700.No superseded survey control is available for this station.
 QQ0700
 QQ0700_MARKER: DB = BENCH MARK DISK
 QQ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0700_STAMPING: 29.228.58 1983 1209.29
 QQ0700_MARK LOGO: SDDT
 QQ0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0700+STABILITY: SURFACE MOTION
 QQ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0700+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0700
 QQ0700  HISTORY     - Date     Condition        Report By
 QQ0700  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0700  HISTORY     - 19900725 GOOD             NGS
 QQ0700
 QQ0700                          STATION DESCRIPTION
 QQ0700
 QQ0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0700'5.6 KM (3.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0700'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.95 KM (0.59 MI)
 QQ0700'NORTH OF MILEPOST 228, 29.3 M (96.1 FT) EAST OF AND LEVEL WITH THE
 QQ0700'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 19.3 M (63.3 FT)
 QQ0700'SOUTH OF THE EXTENDED LINE OF A ROW OF TREES, 0.4 M (1.3 FT) WEST OF
 QQ0700'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QQ0700'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0699 ***********************************************************************
 QQ0699  DESIGNATION -  I29 229.02
 QQ0699  PID         -  QQ0699
 QQ0699  STATE/COUNTY-  SD/ROBERTS
 QQ0699  COUNTRY     -  US
 QQ0699  USGS QUAD   -  PEEVER (2017)
 QQ0699
 QQ0699                         *CURRENT SURVEY CONTROL
 QQ0699  ______________________________________________________________________
 QQ0699* NAD 83(1986) POSITION- 45 36 59.     (N) 096 59 23.     (W)   SCALED
 QQ0699* NAVD 88 ORTHO HEIGHT -   377.296 (meters)     1237.85  (feet) ADJUSTED
 QQ0699  ______________________________________________________________________
 QQ0699  GEOID HEIGHT    -        -25.794 (meters)                     GEOID18
 QQ0699  DYNAMIC HEIGHT  -        377.278 (meters)     1237.79  (feet) COMP
 QQ0699  MODELED GRAVITY -    980,555.0   (mgal)                       NAVD 88
 QQ0699
 QQ0699  VERT ORDER      -  FIRST     CLASS II
 QQ0699
 QQ0699.The horizontal coordinates were scaled from a map and have
 QQ0699.an estimated accuracy of +/- 6 seconds.
 QQ0699
 QQ0699.The orthometric height was determined by differential leveling and
 QQ0699.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0699.in June 1991.
 QQ0699
 QQ0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0699.GEOID18 height accuracy estimate available here.
 QQ0699
 QQ0699.Click photographs - Photos may exist for this station.
 QQ0699
 QQ0699.The dynamic height is computed by dividing the NAVD 88
 QQ0699.geopotential number by the normal gravity value computed on the
 QQ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0699.degrees latitude (g = 980.6199 gals.).
 QQ0699
 QQ0699.The modeled gravity was interpolated from observed gravity values.
 QQ0699
 QQ0699;                    North         East    Units  Estimated Accuracy
 QQ0699;SPC SD N     -   202,510.      834,740.      MT  (+/- 180 meters Scaled)
 QQ0699
 QQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR567533(NAD 83)
 QQ0699
 QQ0699                          SUPERSEDED SURVEY CONTROL
 QQ0699
 QQ0699.No superseded survey control is available for this station.
 QQ0699
 QQ0699_MARKER: DB = BENCH MARK DISK
 QQ0699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0699_SP_SET: GUARDRAIL
 QQ0699_STAMPING: 29.229.02 1983 1237.34
 QQ0699_MARK LOGO: SDDT
 QQ0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0699+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0699
 QQ0699  HISTORY     - Date     Condition        Report By
 QQ0699  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0699  HISTORY     - 19900725 GOOD             NGS
 QQ0699  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0699
 QQ0699                          STATION DESCRIPTION
 QQ0699
 QQ0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0699'4.9 KM (3.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0699'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.9 M
 QQ0699'(6.2 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF A
 QQ0699'COUNTY ROAD OVERPASS OF THE HIGHWAY, 28.7 M (94.2 FT) WEST OF
 QQ0699'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.8 M (2.6 FT)
 QQ0699'ABOVE THE LEVEL OF THE HIGHWAY.
 QQ0699
 QQ0699                          STATION RECOVERY (2013)
 QQ0699
 QQ0699'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0698 ***********************************************************************
 QQ0698  DESIGNATION -  I29 229.03
 QQ0698  PID         -  QQ0698
 QQ0698  STATE/COUNTY-  SD/ROBERTS
 QQ0698  COUNTRY     -  US
 QQ0698  USGS QUAD   -  PEEVER (2017)
 QQ0698
 QQ0698                         *CURRENT SURVEY CONTROL
 QQ0698  ______________________________________________________________________
 QQ0698* NAD 83(1986) POSITION- 45 36 59.     (N) 096 59 20.     (W)   SCALED
 QQ0698* NAVD 88 ORTHO HEIGHT -   377.152 (meters)     1237.37  (feet) ADJUSTED
 QQ0698  ______________________________________________________________________
 QQ0698  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 QQ0698  DYNAMIC HEIGHT  -        377.133 (meters)     1237.31  (feet) COMP
 QQ0698  MODELED GRAVITY -    980,555.2   (mgal)                       NAVD 88
 QQ0698
 QQ0698  VERT ORDER      -  FIRST     CLASS II
 QQ0698
 QQ0698.The horizontal coordinates were scaled from a map and have
 QQ0698.an estimated accuracy of +/- 6 seconds.
 QQ0698
 QQ0698.The orthometric height was determined by differential leveling and
 QQ0698.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0698.in June 1991.
 QQ0698
 QQ0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0698.GEOID18 height accuracy estimate available here.
 QQ0698
 QQ0698.Click photographs - Photos may exist for this station.
 QQ0698
 QQ0698.The dynamic height is computed by dividing the NAVD 88
 QQ0698.geopotential number by the normal gravity value computed on the
 QQ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0698.degrees latitude (g = 980.6199 gals.).
 QQ0698
 QQ0698.The modeled gravity was interpolated from observed gravity values.
 QQ0698
 QQ0698;                    North         East    Units  Estimated Accuracy
 QQ0698;SPC SD N     -   202,510.      834,800.      MT  (+/- 180 meters Scaled)
 QQ0698
 QQ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR567533(NAD 83)
 QQ0698
 QQ0698                          SUPERSEDED SURVEY CONTROL
 QQ0698
 QQ0698.No superseded survey control is available for this station.
 QQ0698
 QQ0698_MARKER: DB = BENCH MARK DISK
 QQ0698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0698_SP_SET: GUARDRAIL
 QQ0698_STAMPING: 29.229.03 1983 1236.86
 QQ0698_MARK LOGO: SDDT
 QQ0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0698+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0698
 QQ0698  HISTORY     - Date     Condition        Report By
 QQ0698  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0698  HISTORY     - 19900725 GOOD             NGS
 QQ0698  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0698
 QQ0698                          STATION DESCRIPTION
 QQ0698
 QQ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0698'4.9 KM (3.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0698'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.7 M
 QQ0698'(5.6 FT) WEST OF THE EAST END OF THE NORTH CONCRETE GUARDRAIL OF A
 QQ0698'COUNTY ROAD OVERPASS OF THE HIGHWAY, 29.2 M (95.8 FT) (SLOPE
 QQ0698'MEASUREMENT) EAST OF CENTERLINE OF THE NORTHBOUND LANES OF THE
 QQ0698'HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 QQ0698
 QQ0698                          STATION RECOVERY (2013)
 QQ0698
 QQ0698'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0697 ***********************************************************************
 QQ0697  DESIGNATION -  I29 229.06
 QQ0697  PID         -  QQ0697
 QQ0697  STATE/COUNTY-  SD/ROBERTS
 QQ0697  COUNTRY     -  US
 QQ0697  USGS QUAD   -  PEEVER (2017)
 QQ0697
 QQ0697                         *CURRENT SURVEY CONTROL
 QQ0697  ______________________________________________________________________
 QQ0697* NAD 83(1986) POSITION- 45 37 00.     (N) 096 59 20.     (W)   SCALED
 QQ0697* NAVD 88 ORTHO HEIGHT -   369.140 (meters)     1211.09  (feet) ADJUSTED
 QQ0697  ______________________________________________________________________
 QQ0697  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 QQ0697  DYNAMIC HEIGHT  -        369.122 (meters)     1211.03  (feet) COMP
 QQ0697  MODELED GRAVITY -    980,555.2   (mgal)                       NAVD 88
 QQ0697
 QQ0697  VERT ORDER      -  FIRST     CLASS II
 QQ0697
 QQ0697.The horizontal coordinates were scaled from a map and have
 QQ0697.an estimated accuracy of +/- 6 seconds.
 QQ0697
 QQ0697.The orthometric height was determined by differential leveling and
 QQ0697.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0697.in June 1991.
 QQ0697
 QQ0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0697.GEOID18 height accuracy estimate available here.
 QQ0697
 QQ0697.Click photographs - Photos may exist for this station.
 QQ0697
 QQ0697.The dynamic height is computed by dividing the NAVD 88
 QQ0697.geopotential number by the normal gravity value computed on the
 QQ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0697.degrees latitude (g = 980.6199 gals.).
 QQ0697
 QQ0697.The modeled gravity was interpolated from observed gravity values.
 QQ0697
 QQ0697;                    North         East    Units  Estimated Accuracy
 QQ0697;SPC SD N     -   202,540.      834,800.      MT  (+/- 180 meters Scaled)
 QQ0697
 QQ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR567534(NAD 83)
 QQ0697
 QQ0697                          SUPERSEDED SURVEY CONTROL
 QQ0697
 QQ0697.No superseded survey control is available for this station.
 QQ0697
 QQ0697_MARKER: Z = SEE DESCRIPTION
 QQ0697_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0697_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0697+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0697
 QQ0697  HISTORY     - Date     Condition        Report By
 QQ0697  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0697  HISTORY     - 19900725 GOOD             NGS
 QQ0697
 QQ0697                          STATION DESCRIPTION
 QQ0697
 QQ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0697'4.9 KM (3.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0697'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.1 KM (0.1 MI)
 QQ0697'NORTH OF MILEPOST 229, 42.9 M (140.7 FT) NORTH OF THE NORTHEAST
 QQ0697'CORNER OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 31.6 M (103.7 FT)
 QQ0697'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QQ0697'HIGHWAY, 6.4 M (21.0 FT) NORTH OF THE CENTER OF A GATE, 3.3 M (10.8
 QQ0697'FT) SOUTH OF THE MOST NORTHERLY OF 3 FENCE BRACE POSTS, 0.6 M (2.0
 QQ0697'FT) EAST OF A WITNESS POST, AND 0.4 M (1.3 FT) WEST OF A FENCE.
 QQ0697'NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP THAT IS ATTACHED
 QQ0697'TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN
 QQ0697'8-INCH METAL PLATE AND THEN A 4-INCH PVC SCREW CAP.  NOTE--A
 QQ0697'GALVANIZED STEEL PIPE SET TO A DEPTH OF 6.4 M (21.0 FT) IN A SLEEVE
 QQ0697'WHICH THE DEPTH IS UNKNOWN, ENCASED IN A PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0696 ***********************************************************************
 QQ0696  DESIGNATION -  I29 229.53
 QQ0696  PID         -  QQ0696
 QQ0696  STATE/COUNTY-  SD/ROBERTS
 QQ0696  COUNTRY     -  US
 QQ0696  USGS QUAD   -  PEEVER (2017)
 QQ0696
 QQ0696                         *CURRENT SURVEY CONTROL
 QQ0696  ______________________________________________________________________
 QQ0696* NAD 83(1986) POSITION- 45 37 25.     (N) 096 59 20.     (W)   SCALED
 QQ0696* NAVD 88 ORTHO HEIGHT -   370.112 (meters)     1214.28  (feet) ADJUSTED
 QQ0696  ______________________________________________________________________
 QQ0696  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 QQ0696  DYNAMIC HEIGHT  -        370.094 (meters)     1214.22  (feet) COMP
 QQ0696  MODELED GRAVITY -    980,556.3   (mgal)                       NAVD 88
 QQ0696
 QQ0696  VERT ORDER      -  FIRST     CLASS II
 QQ0696
 QQ0696.The horizontal coordinates were scaled from a map and have
 QQ0696.an estimated accuracy of +/- 6 seconds.
 QQ0696
 QQ0696.The orthometric height was determined by differential leveling and
 QQ0696.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0696.in June 1991.
 QQ0696
 QQ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0696.GEOID18 height accuracy estimate available here.
 QQ0696
 QQ0696.Click photographs - Photos may exist for this station.
 QQ0696
 QQ0696.The dynamic height is computed by dividing the NAVD 88
 QQ0696.geopotential number by the normal gravity value computed on the
 QQ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0696.degrees latitude (g = 980.6199 gals.).
 QQ0696
 QQ0696.The modeled gravity was interpolated from observed gravity values.
 QQ0696
 QQ0696;                    North         East    Units  Estimated Accuracy
 QQ0696;SPC SD N     -   203,310.      834,770.      MT  (+/- 180 meters Scaled)
 QQ0696
 QQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR567541(NAD 83)
 QQ0696
 QQ0696                          SUPERSEDED SURVEY CONTROL
 QQ0696
 QQ0696.No superseded survey control is available for this station.
 QQ0696
 QQ0696_MARKER: DB = BENCH MARK DISK
 QQ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0696_STAMPING: 29.229.53 1983 1213.62
 QQ0696_MARK LOGO: SDDT
 QQ0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0696+STABILITY: SURFACE MOTION
 QQ0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0696+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0696
 QQ0696  HISTORY     - Date     Condition        Report By
 QQ0696  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0696  HISTORY     - 19900725 GOOD             NGS
 QQ0696
 QQ0696                          STATION DESCRIPTION
 QQ0696
 QQ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0696'4.1 KM (2.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0696'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.85 KM (0.53 MI)
 QQ0696'NORTH OF MILEPOST 229, 36.7 M (120.4 FT) EAST OF AND LEVEL WITH THE
 QQ0696'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT)
 QQ0696'WEST OF A WITNESS POST AND T-FENCE CORNER, AND THE MONUMENT IS FLUSH
 QQ0696'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0695 ***********************************************************************
 QQ0695  DESIGNATION -  I29 230.65
 QQ0695  PID         -  QQ0695
 QQ0695  STATE/COUNTY-  SD/ROBERTS
 QQ0695  COUNTRY     -  US
 QQ0695  USGS QUAD   -  PEEVER NW (2017)
 QQ0695
 QQ0695                         *CURRENT SURVEY CONTROL
 QQ0695  ______________________________________________________________________
 QQ0695* NAD 83(1986) POSITION- 45 38 23.     (N) 096 59 20.     (W)   SCALED
 QQ0695* NAVD 88 ORTHO HEIGHT -   376.224 (meters)     1234.33  (feet) ADJUSTED
 QQ0695  ______________________________________________________________________
 QQ0695  GEOID HEIGHT    -        -25.823 (meters)                     GEOID18
 QQ0695  DYNAMIC HEIGHT  -        376.207 (meters)     1234.27  (feet) COMP
 QQ0695  MODELED GRAVITY -    980,558.9   (mgal)                       NAVD 88
 QQ0695
 QQ0695  VERT ORDER      -  FIRST     CLASS II
 QQ0695
 QQ0695.The horizontal coordinates were scaled from a map and have
 QQ0695.an estimated accuracy of +/- 6 seconds.
 QQ0695
 QQ0695.The orthometric height was determined by differential leveling and
 QQ0695.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0695.in June 1991.
 QQ0695
 QQ0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0695.GEOID18 height accuracy estimate available here.
 QQ0695
 QQ0695.Click photographs - Photos may exist for this station.
 QQ0695
 QQ0695.The dynamic height is computed by dividing the NAVD 88
 QQ0695.geopotential number by the normal gravity value computed on the
 QQ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0695.degrees latitude (g = 980.6199 gals.).
 QQ0695
 QQ0695.The modeled gravity was interpolated from observed gravity values.
 QQ0695
 QQ0695;                    North         East    Units  Estimated Accuracy
 QQ0695;SPC SD N     -   205,100.      834,700.      MT  (+/- 180 meters Scaled)
 QQ0695
 QQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR567559(NAD 83)
 QQ0695
 QQ0695                          SUPERSEDED SURVEY CONTROL
 QQ0695
 QQ0695.No superseded survey control is available for this station.
 QQ0695
 QQ0695_MARKER: DB = BENCH MARK DISK
 QQ0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0695_STAMPING: 29.230.65 1983 1233.64
 QQ0695_MARK LOGO: SDDT
 QQ0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0695+STABILITY: SURFACE MOTION
 QQ0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0695+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0695
 QQ0695  HISTORY     - Date     Condition        Report By
 QQ0695  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0695  HISTORY     - 19900725 GOOD             NGS
 QQ0695
 QQ0695                          STATION DESCRIPTION
 QQ0695
 QQ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0695'2.3 KM (1.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0695'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 1.O5 KM NORTH OF
 QQ0695'MILEPOST 230, 83.5 M (273.9 FT) SOUTH-SOUTHEAST OF THE EAST LEG OF A
 QQ0695'HIGHWAY INFORMATION SIGN, 57.0 M (187.0 FT) EAST OF THE CENTERLINE OF
 QQ0695'THE NORTHBOUND LANES OF THE HIGHWAY, 5.4 M (17.7 FT) NORTH OF THE
 QQ0695'MOST SOUTHERLY OF 6 FENCE BRACE POSTS, 4.5 M (14.8 FT) ABOVE THE
 QQ0695'LEVEL OF THE HIGHWAY, 0.45 M (1.48 FT) WEST OF A WITNESS POST AND
 QQ0695'FENCE, AND THE MONUMENT IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0694 ***********************************************************************
 QQ0694  DESIGNATION -  I29 231.38
 QQ0694  PID         -  QQ0694
 QQ0694  STATE/COUNTY-  SD/ROBERTS
 QQ0694  COUNTRY     -  US
 QQ0694  USGS QUAD   -  PEEVER NW (2017)
 QQ0694
 QQ0694                         *CURRENT SURVEY CONTROL
 QQ0694  ______________________________________________________________________
 QQ0694* NAD 83(1986) POSITION- 45 39 02.     (N) 096 59 20.     (W)   SCALED
 QQ0694* NAVD 88 ORTHO HEIGHT -   359.198 (meters)     1178.47  (feet) ADJUSTED
 QQ0694  ______________________________________________________________________
 QQ0694  GEOID HEIGHT    -        -25.836 (meters)                     GEOID18
 QQ0694  DYNAMIC HEIGHT  -        359.182 (meters)     1178.42  (feet) COMP
 QQ0694  MODELED GRAVITY -    980,560.5   (mgal)                       NAVD 88
 QQ0694
 QQ0694  VERT ORDER      -  FIRST     CLASS II
 QQ0694
 QQ0694.The horizontal coordinates were scaled from a map and have
 QQ0694.an estimated accuracy of +/- 6 seconds.
 QQ0694
 QQ0694.The orthometric height was determined by differential leveling and
 QQ0694.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0694.in June 1991.
 QQ0694
 QQ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0694.GEOID18 height accuracy estimate available here.
 QQ0694
 QQ0694.Click photographs - Photos may exist for this station.
 QQ0694
 QQ0694.The dynamic height is computed by dividing the NAVD 88
 QQ0694.geopotential number by the normal gravity value computed on the
 QQ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0694.degrees latitude (g = 980.6199 gals.).
 QQ0694
 QQ0694.The modeled gravity was interpolated from observed gravity values.
 QQ0694
 QQ0694;                    North         East    Units  Estimated Accuracy
 QQ0694;SPC SD N     -   206,310.      834,660.      MT  (+/- 180 meters Scaled)
 QQ0694
 QQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR567571(NAD 83)
 QQ0694
 QQ0694                          SUPERSEDED SURVEY CONTROL
 QQ0694
 QQ0694.No superseded survey control is available for this station.
 QQ0694
 QQ0694_MARKER: DB = BENCH MARK DISK
 QQ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0694_STAMPING: 29.231.38 1983 1177.76
 QQ0694_MARK LOGO: SDDT
 QQ0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0694+STABILITY: SURFACE MOTION
 QQ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0694+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0694
 QQ0694  HISTORY     - Date     Condition        Report By
 QQ0694  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0694  HISTORY     - 19900725 GOOD             NGS
 QQ0694
 QQ0694                          STATION DESCRIPTION
 QQ0694
 QQ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0694'1.1 KM (0.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0694'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.6 KM (0.4 MI)
 QQ0694'NORTH OF MILEPOST 231, 51.9 M (170.3 FT) EAST OF AND LEVEL WITH THE
 QQ0694'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 31.6 M (103.7 FT)
 QQ0694'EAST-SOUTHEAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN, 0.35 M
 QQ0694'(1.15 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 QQ0694'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0693 ***********************************************************************
 QQ0693  DESIGNATION -  I29 231.4
 QQ0693  PID         -  QQ0693
 QQ0693  STATE/COUNTY-  SD/ROBERTS
 QQ0693  COUNTRY     -  US
 QQ0693  USGS QUAD   -  PEEVER NW (2017)
 QQ0693
 QQ0693                         *CURRENT SURVEY CONTROL
 QQ0693  ______________________________________________________________________
 QQ0693* NAD 83(1986) POSITION- 45 39 04.     (N) 096 59 19.     (W)   SCALED
 QQ0693* NAVD 88 ORTHO HEIGHT -   355.896 (meters)     1167.64  (feet) ADJUSTED
 QQ0693  ______________________________________________________________________
 QQ0693  GEOID HEIGHT    -        -25.837 (meters)                     GEOID18
 QQ0693  DYNAMIC HEIGHT  -        355.880 (meters)     1167.58  (feet) COMP
 QQ0693  MODELED GRAVITY -    980,560.7   (mgal)                       NAVD 88
 QQ0693
 QQ0693  VERT ORDER      -  FIRST     CLASS II
 QQ0693
 QQ0693.The horizontal coordinates were scaled from a map and have
 QQ0693.an estimated accuracy of +/- 6 seconds.
 QQ0693
 QQ0693.The orthometric height was determined by differential leveling and
 QQ0693.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0693.in June 1991.
 QQ0693
 QQ0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0693.GEOID18 height accuracy estimate available here.
 QQ0693
 QQ0693.Click photographs - Photos may exist for this station.
 QQ0693
 QQ0693.The dynamic height is computed by dividing the NAVD 88
 QQ0693.geopotential number by the normal gravity value computed on the
 QQ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0693.degrees latitude (g = 980.6199 gals.).
 QQ0693
 QQ0693.The modeled gravity was interpolated from observed gravity values.
 QQ0693
 QQ0693;                    North         East    Units  Estimated Accuracy
 QQ0693;SPC SD N     -   206,370.      834,680.      MT  (+/- 180 meters Scaled)
 QQ0693
 QQ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR567572(NAD 83)
 QQ0693
 QQ0693                          SUPERSEDED SURVEY CONTROL
 QQ0693
 QQ0693.No superseded survey control is available for this station.
 QQ0693
 QQ0693_MARKER: Z = SEE DESCRIPTION
 QQ0693_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0693_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0693+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0693
 QQ0693  HISTORY     - Date     Condition        Report By
 QQ0693  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0693  HISTORY     - 19900725 GOOD             NGS
 QQ0693
 QQ0693                          STATION DESCRIPTION
 QQ0693
 QQ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0693'1.0 KM (0.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0693'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.65 KM (0.40 MI)
 QQ0693'NORTH OF MILEPOST 231, 63.2 M (207.3 FT) NORTH-NORTHEAST OF THE EAST
 QQ0693'LEG OF A HIGHWAY INFORMATION SIGN, 43.0 M (141.1 FT) EAST OF THE
 QQ0693'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.1 M (33.1 FT)
 QQ0693'SOUTH OF THE MOST SOUTHERLY OF 6 FENCE BRACE POSTS, 2.5 M (8.2 FT)
 QQ0693'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) EAST OF A WITNESS
 QQ0693'POST, AND 0.45 M (1.48 FT) WEST OF A FENCE.  NOTE--THE DATUM POINT IS
 QQ0693'AN UNSTAMPED IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON
 QQ0693'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL PLATE AND
 QQ0693'THEN A 4-INCH PVC SCREW CAP.  NOTE--A GALVANIZED STEEL PIPE SET TO A
 QQ0693'DEPTH OF 6.4 M (21.0 FT) IN A SLEEVE WHICH THE DEPTH IS UNKNOWN,
 QQ0693'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0692 ***********************************************************************
 QQ0692  DESIGNATION -  I29 232.04
 QQ0692  PID         -  QQ0692
 QQ0692  STATE/COUNTY-  SD/ROBERTS
 QQ0692  COUNTRY     -  US
 QQ0692  USGS QUAD   -  PEEVER NW (2017)
 QQ0692
 QQ0692                         *CURRENT SURVEY CONTROL
 QQ0692  ______________________________________________________________________
 QQ0692* NAD 83(1986) POSITION- 45 39 32.     (N) 096 59 01.     (W)   SCALED
 QQ0692* NAVD 88 ORTHO HEIGHT -   350.927 (meters)     1151.33  (feet) ADJUSTED
 QQ0692  ______________________________________________________________________
 QQ0692  GEOID HEIGHT    -        -25.853 (meters)                     GEOID18
 QQ0692  DYNAMIC HEIGHT  -        350.912 (meters)     1151.28  (feet) COMP
 QQ0692  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 QQ0692
 QQ0692  VERT ORDER      -  FIRST     CLASS II
 QQ0692
 QQ0692.The horizontal coordinates were scaled from a map and have
 QQ0692.an estimated accuracy of +/- 6 seconds.
 QQ0692
 QQ0692.The orthometric height was determined by differential leveling and
 QQ0692.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0692.in June 1991.
 QQ0692
 QQ0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0692.GEOID18 height accuracy estimate available here.
 QQ0692
 QQ0692.Click photographs - Photos may exist for this station.
 QQ0692
 QQ0692.The dynamic height is computed by dividing the NAVD 88
 QQ0692.geopotential number by the normal gravity value computed on the
 QQ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0692.degrees latitude (g = 980.6199 gals.).
 QQ0692
 QQ0692.The modeled gravity was interpolated from observed gravity values.
 QQ0692
 QQ0692;                    North         East    Units  Estimated Accuracy
 QQ0692;SPC SD N     -   207,250.      835,040.      MT  (+/- 180 meters Scaled)
 QQ0692
 QQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR570581(NAD 83)
 QQ0692
 QQ0692                          SUPERSEDED SURVEY CONTROL
 QQ0692
 QQ0692.No superseded survey control is available for this station.
 QQ0692
 QQ0692_MARKER: Z = SEE DESCRIPTION
 QQ0692_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0692_PROJECTION: FLUSH
 QQ0692_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0692+STABILITY: POSITION/ELEVATION WELL
 QQ0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0692+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0692_ROD/PIPE-DEPTH: 6.4 meters
 QQ0692_SLEEVE-DEPTH  : 2.1 meters
 QQ0692
 QQ0692  HISTORY     - Date     Condition        Report By
 QQ0692  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0692  HISTORY     - 19900725 GOOD             NGS
 QQ0692
 QQ0692                          STATION DESCRIPTION
 QQ0692
 QQ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0692'0.15 KM (0.09 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0692'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 128.8 M (422.6 FT)
 QQ0692'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 33.6 M
 QQ0692'(110.2 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND OFF RAMP, 30.9 M
 QQ0692'(101.4 FT) SOUTH OF THE MOST SOUTHERLY OF 2 LEGS OF A HIGHWAY
 QQ0692'INFORMATION SIGN, 5.5 M (18.0 FT) BELOW THE LEVEL OF THE OFF RAMP,
 QQ0692'0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.5 M (1.6 FT)
 QQ0692'SOUTHEAST OF A FENCE.  NOTE--THE DATUM POINT IS AN UNSTAMPED IRON
 QQ0692'PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE
 QQ0692'DATUM POINT IS THROUGH AN 8-INCH METAL PLATE AND THEN A 4-INCH PVC
 QQ0692'SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0690 ***********************************************************************
 QQ0690  DESIGNATION -  I29 232.05
 QQ0690  PID         -  QQ0690
 QQ0690  STATE/COUNTY-  SD/ROBERTS
 QQ0690  COUNTRY     -  US
 QQ0690  USGS QUAD   -  PEEVER NW (2017)
 QQ0690
 QQ0690                         *CURRENT SURVEY CONTROL
 QQ0690  ______________________________________________________________________
 QQ0690* NAD 83(1986) POSITION- 45 39 36.     (N) 096 59 09.     (W)   SCALED
 QQ0690* NAVD 88 ORTHO HEIGHT -   359.253 (meters)     1178.65  (feet) ADJUSTED
 QQ0690  ______________________________________________________________________
 QQ0690  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 QQ0690  DYNAMIC HEIGHT  -        359.237 (meters)     1178.60  (feet) COMP
 QQ0690  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 QQ0690
 QQ0690  VERT ORDER      -  FIRST     CLASS II
 QQ0690
 QQ0690.The horizontal coordinates were scaled from a map and have
 QQ0690.an estimated accuracy of +/- 6 seconds.
 QQ0690
 QQ0690.The orthometric height was determined by differential leveling and
 QQ0690.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0690.in June 1991.
 QQ0690
 QQ0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0690.GEOID18 height accuracy estimate available here.
 QQ0690
 QQ0690.Click photographs - Photos may exist for this station.
 QQ0690
 QQ0690.The dynamic height is computed by dividing the NAVD 88
 QQ0690.geopotential number by the normal gravity value computed on the
 QQ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0690.degrees latitude (g = 980.6199 gals.).
 QQ0690
 QQ0690.The modeled gravity was interpolated from observed gravity values.
 QQ0690
 QQ0690;                    North         East    Units  Estimated Accuracy
 QQ0690;SPC SD N     -   207,360.      834,860.      MT  (+/- 180 meters Scaled)
 QQ0690
 QQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569582(NAD 83)
 QQ0690
 QQ0690                          SUPERSEDED SURVEY CONTROL
 QQ0690
 QQ0690.No superseded survey control is available for this station.
 QQ0690
 QQ0690_MARKER: DB = BENCH MARK DISK
 QQ0690_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0690_SP_SET: ABUTMENT
 QQ0690_STAMPING: 29.232.05 1983 1177.94
 QQ0690_MARK LOGO: SDDT
 QQ0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0690+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0690
 QQ0690  HISTORY     - Date     Condition        Report By
 QQ0690  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0690  HISTORY     - 19900725 GOOD             NGS
 QQ0690
 QQ0690                          STATION DESCRIPTION
 QQ0690
 QQ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0690'AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 10
 QQ0690'(SISSETON EXIT 232), IN TOP OF AND 1.6 M (5.2 FT) NORTH OF THE SOUTH
 QQ0690'END OF THE WEST CONCRETE ABUTMENT OF THE STATE HIGHWAY OVERPASS OF
 QQ0690'THE INTERSTATE HIGHWAY, 35.1 M (115.2 FT) WEST OF THE CENTERLINE OF
 QQ0690'THE SOUTHBOUND LANES OF THE INTERSTATE HIGHWAY, AND 7.1 M (23.3 FT)
 QQ0690'SOUTH OF AND LEVEL WITH THE STATE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0691 ***********************************************************************
 QQ0691  DESIGNATION -  I29 232.08
 QQ0691  PID         -  QQ0691
 QQ0691  STATE/COUNTY-  SD/ROBERTS
 QQ0691  COUNTRY     -  US
 QQ0691  USGS QUAD   -  PEEVER NW (2017)
 QQ0691
 QQ0691                         *CURRENT SURVEY CONTROL
 QQ0691  ______________________________________________________________________
 QQ0691* NAD 83(1986) POSITION- 45 39 36.     (N) 096 59 06.     (W)   SCALED
 QQ0691* NAVD 88 ORTHO HEIGHT -   358.551 (meters)     1176.35  (feet) ADJUSTED
 QQ0691  ______________________________________________________________________
 QQ0691  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 QQ0691  DYNAMIC HEIGHT  -        358.536 (meters)     1176.30  (feet) COMP
 QQ0691  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 QQ0691
 QQ0691  VERT ORDER      -  FIRST     CLASS II
 QQ0691
 QQ0691.The horizontal coordinates were scaled from a map and have
 QQ0691.an estimated accuracy of +/- 6 seconds.
 QQ0691
 QQ0691.The orthometric height was determined by differential leveling and
 QQ0691.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0691.in June 1991.
 QQ0691
 QQ0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0691.GEOID18 height accuracy estimate available here.
 QQ0691
 QQ0691.Click photographs - Photos may exist for this station.
 QQ0691
 QQ0691.The dynamic height is computed by dividing the NAVD 88
 QQ0691.geopotential number by the normal gravity value computed on the
 QQ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0691.degrees latitude (g = 980.6199 gals.).
 QQ0691
 QQ0691.The modeled gravity was interpolated from observed gravity values.
 QQ0691
 QQ0691;                    North         East    Units  Estimated Accuracy
 QQ0691;SPC SD N     -   207,370.      834,920.      MT  (+/- 180 meters Scaled)
 QQ0691
 QQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR569582(NAD 83)
 QQ0691
 QQ0691                          SUPERSEDED SURVEY CONTROL
 QQ0691
 QQ0691.No superseded survey control is available for this station.
 QQ0691
 QQ0691_MARKER: DB = BENCH MARK DISK
 QQ0691_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0691_SP_SET: ABUTMENT
 QQ0691_STAMPING: 29.232.08 1983 1175.63
 QQ0691_MARK LOGO: SDDT
 QQ0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0691+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2013
 QQ0691
 QQ0691  HISTORY     - Date     Condition        Report By
 QQ0691  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0691  HISTORY     - 19900725 GOOD             NGS
 QQ0691  HISTORY     - 20130831 GOOD             GEOCAC
 QQ0691
 QQ0691                          STATION DESCRIPTION
 QQ0691
 QQ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0691'AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 10
 QQ0691'(SISSETON EXIT 232), IN TOP OF AND 1.6 M (5.2 FT) SOUTH OF THE NORTH
 QQ0691'END OF THE EAST CONCRETE ABUTMENT OF THE STATE HIGHWAY OVERPASS OF
 QQ0691'THE INTERSTATE HIGHWAY, 34.7 M (113.8 FT) EAST OF THE CENTERLINE OF
 QQ0691'THE NORTHBOUND LANES OF THE INTERSTATE HIGHWAY, AND 6.0 M (19.7 FT)
 QQ0691'NORTH OF AND LEVEL WITH THE STATE HIGHWAY.
 QQ0691
 QQ0691                          STATION RECOVERY (2013)
 QQ0691
 QQ0691'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0687 ***********************************************************************
 QQ0687  DESIGNATION -  I29 232.29
 QQ0687  PID         -  QQ0687
 QQ0687  STATE/COUNTY-  SD/ROBERTS
 QQ0687  COUNTRY     -  US
 QQ0687  USGS QUAD   -  PEEVER NW (2017)
 QQ0687
 QQ0687                         *CURRENT SURVEY CONTROL
 QQ0687  ______________________________________________________________________
 QQ0687* NAD 83(1986) POSITION- 45 39 47.     (N) 096 58 58.     (W)   SCALED
 QQ0687* NAVD 88 ORTHO HEIGHT -   350.007 (meters)     1148.31  (feet) ADJUSTED
 QQ0687  ______________________________________________________________________
 QQ0687  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 QQ0687  DYNAMIC HEIGHT  -        349.992 (meters)     1148.27  (feet) COMP
 QQ0687  MODELED GRAVITY -    980,562.9   (mgal)                       NAVD 88
 QQ0687
 QQ0687  VERT ORDER      -  FIRST     CLASS II
 QQ0687
 QQ0687.The horizontal coordinates were scaled from a map and have
 QQ0687.an estimated accuracy of +/- 6 seconds.
 QQ0687
 QQ0687.The orthometric height was determined by differential leveling and
 QQ0687.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0687.in June 1991.
 QQ0687
 QQ0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0687.GEOID18 height accuracy estimate available here.
 QQ0687
 QQ0687.Click photographs - Photos may exist for this station.
 QQ0687
 QQ0687.The dynamic height is computed by dividing the NAVD 88
 QQ0687.geopotential number by the normal gravity value computed on the
 QQ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0687.degrees latitude (g = 980.6199 gals.).
 QQ0687
 QQ0687.The modeled gravity was interpolated from observed gravity values.
 QQ0687
 QQ0687;                    North         East    Units  Estimated Accuracy
 QQ0687;SPC SD N     -   207,710.      835,080.      MT  (+/- 180 meters Scaled)
 QQ0687
 QQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR571585(NAD 83)
 QQ0687
 QQ0687                          SUPERSEDED SURVEY CONTROL
 QQ0687
 QQ0687.No superseded survey control is available for this station.
 QQ0687
 QQ0687_MARKER: DB = BENCH MARK DISK
 QQ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0687_STAMPING: 29.232.29 1983 1147.59
 QQ0687_MARK LOGO: SDDT
 QQ0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0687+STABILITY: SURFACE MOTION
 QQ0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0687+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0687
 QQ0687  HISTORY     - Date     Condition        Report By
 QQ0687  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0687  HISTORY     - 19900725 GOOD             NGS
 QQ0687
 QQ0687                          STATION DESCRIPTION
 QQ0687
 QQ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0687'0.35 KM (0.22 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0687'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.45 KM (0.28 MI)
 QQ0687'NORTH OF MILEPOST 232, 53.4 M (175.2 FT) SOUTHEAST OF AND LEVEL WITH
 QQ0687'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 33.3 M (109.3
 QQ0687'FT) EAST OF THE CENTER OF THE NORTHBOUND ON RAMP, 5.4 M (17.7 FT)
 QQ0687'NORTH OF THE MOST SOUTHERLY OF 6 FENCE BRACE POSTS, 0.5 M (1.6 FT)
 QQ0687'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 QQ0687'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0686 ***********************************************************************
 QQ0686  DESIGNATION -  I29 232.7
 QQ0686  PID         -  QQ0686
 QQ0686  STATE/COUNTY-  SD/ROBERTS
 QQ0686  COUNTRY     -  US
 QQ0686  USGS QUAD   -  PEEVER NW (2017)
 QQ0686
 QQ0686                         *CURRENT SURVEY CONTROL
 QQ0686  ______________________________________________________________________
 QQ0686* NAD 83(1986) POSITION- 45 40 07.     (N) 096 58 49.     (W)   SCALED
 QQ0686* NAVD 88 ORTHO HEIGHT -   349.666 (meters)     1147.20  (feet) ADJUSTED
 QQ0686  ______________________________________________________________________
 QQ0686  GEOID HEIGHT    -        -25.867 (meters)                     GEOID18
 QQ0686  DYNAMIC HEIGHT  -        349.651 (meters)     1147.15  (feet) COMP
 QQ0686  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 QQ0686
 QQ0686  VERT ORDER      -  FIRST     CLASS II
 QQ0686
 QQ0686.The horizontal coordinates were scaled from a map and have
 QQ0686.an estimated accuracy of +/- 6 seconds.
 QQ0686
 QQ0686.The orthometric height was determined by differential leveling and
 QQ0686.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0686.in June 1991.
 QQ0686
 QQ0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0686.GEOID18 height accuracy estimate available here.
 QQ0686
 QQ0686.Click photographs - Photos may exist for this station.
 QQ0686
 QQ0686.The dynamic height is computed by dividing the NAVD 88
 QQ0686.geopotential number by the normal gravity value computed on the
 QQ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0686.degrees latitude (g = 980.6199 gals.).
 QQ0686
 QQ0686.The modeled gravity was interpolated from observed gravity values.
 QQ0686
 QQ0686;                    North         East    Units  Estimated Accuracy
 QQ0686;SPC SD N     -   208,340.      835,260.      MT  (+/- 180 meters Scaled)
 QQ0686
 QQ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR573592(NAD 83)
 QQ0686
 QQ0686                          SUPERSEDED SURVEY CONTROL
 QQ0686
 QQ0686.No superseded survey control is available for this station.
 QQ0686
 QQ0686_MARKER: Z = SEE DESCRIPTION
 QQ0686_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0686_STAMPING: 29.232.7 1989
 QQ0686_MARK LOGO: NGS
 QQ0686_PROJECTION: FLUSH
 QQ0686_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0686+STABILITY: POSITION/ELEVATION WELL
 QQ0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0686+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0686_ROD/PIPE-DEPTH: 6.4 meters
 QQ0686_SLEEVE-DEPTH  : 2.0 meters
 QQ0686
 QQ0686  HISTORY     - Date     Condition        Report By
 QQ0686  HISTORY     - 1989     MONUMENTED       SDDT
 QQ0686  HISTORY     - 19900725 GOOD             NGS
 QQ0686
 QQ0686                          STATION DESCRIPTION
 QQ0686
 QQ0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0686'1.05 KM (0.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0686'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 1.15 KM (0.71 MI)
 QQ0686'NORTH OF MILEPOST 232, 44.8 M (147.0 FT) EAST OF THE CENTERLINE OF
 QQ0686'THE NORTHBOUND LANES OF THE HIGHWAY, 43.4 M (142.4 FT) NORTHEAST OF
 QQ0686'THE EAST LEG OF A HIGHWAY INFORMATION SIGN, 23.5 M (77.1 FT) NORTH OF
 QQ0686'A T-FENCE CORNER, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4
 QQ0686'M (1.3 FT) WEST OF A FENCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST
 QQ0686'AND FENCE.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED
 QQ0686'TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.
 QQ0686'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A
 QQ0686'4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0685 ***********************************************************************
 QQ0685  DESIGNATION -  I29 232.82
 QQ0685  PID         -  QQ0685
 QQ0685  STATE/COUNTY-  SD/ROBERTS
 QQ0685  COUNTRY     -  US
 QQ0685  USGS QUAD   -  PEEVER NW (2017)
 QQ0685
 QQ0685                         *CURRENT SURVEY CONTROL
 QQ0685  ______________________________________________________________________
 QQ0685* NAD 83(1986) POSITION- 45 40 12.     (N) 096 58 47.     (W)   SCALED
 QQ0685* NAVD 88 ORTHO HEIGHT -   346.924 (meters)     1138.20  (feet) ADJUSTED
 QQ0685  ______________________________________________________________________
 QQ0685  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 QQ0685  DYNAMIC HEIGHT  -        346.910 (meters)     1138.15  (feet) COMP
 QQ0685  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 QQ0685
 QQ0685  VERT ORDER      -  FIRST     CLASS II
 QQ0685
 QQ0685.The horizontal coordinates were scaled from a map and have
 QQ0685.an estimated accuracy of +/- 6 seconds.
 QQ0685
 QQ0685.The orthometric height was determined by differential leveling and
 QQ0685.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0685.in June 1991.
 QQ0685
 QQ0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0685.GEOID18 height accuracy estimate available here.
 QQ0685
 QQ0685.Click photographs - Photos may exist for this station.
 QQ0685
 QQ0685.The dynamic height is computed by dividing the NAVD 88
 QQ0685.geopotential number by the normal gravity value computed on the
 QQ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0685.degrees latitude (g = 980.6199 gals.).
 QQ0685
 QQ0685.The modeled gravity was interpolated from observed gravity values.
 QQ0685
 QQ0685;                    North         East    Units  Estimated Accuracy
 QQ0685;SPC SD N     -   208,490.      835,290.      MT  (+/- 180 meters Scaled)
 QQ0685
 QQ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR573593(NAD 83)
 QQ0685
 QQ0685                          SUPERSEDED SURVEY CONTROL
 QQ0685
 QQ0685.No superseded survey control is available for this station.
 QQ0685
 QQ0685_MARKER: DB = BENCH MARK DISK
 QQ0685_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0685_SP_SET: ABUTMENT
 QQ0685_STAMPING: 29.232.82 1983 1137.49
 QQ0685_MARK LOGO: SDDT
 QQ0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0685+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0685
 QQ0685  HISTORY     - Date     Condition        Report By
 QQ0685  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0685  HISTORY     - 19900725 GOOD             NGS
 QQ0685
 QQ0685                          STATION DESCRIPTION
 QQ0685
 QQ0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0685'1.2 KM (0.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0685'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 2.4 M
 QQ0685'(7.9 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 QQ0685'NORTHBOUND HIGHWAY BRIDGE SPANNING LITTLE MINNESOTA RIVER, 1.3 KM
 QQ0685'(0.8 MI) NORTH OF MILEPOST 232, 7.4 M (24.3 FT) EAST OF THE
 QQ0685'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0685'ABOVE THE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0684 ***********************************************************************
 QQ0684  DESIGNATION -  I29 232.85
 QQ0684  PID         -  QQ0684
 QQ0684  STATE/COUNTY-  SD/ROBERTS
 QQ0684  COUNTRY     -  US
 QQ0684  USGS QUAD   -  PEEVER NW (2017)
 QQ0684
 QQ0684                         *CURRENT SURVEY CONTROL
 QQ0684  ______________________________________________________________________
 QQ0684* NAD 83(1986) POSITION- 45 40 13.     (N) 096 58 48.     (W)   SCALED
 QQ0684* NAVD 88 ORTHO HEIGHT -   346.729 (meters)     1137.56  (feet) ADJUSTED
 QQ0684  ______________________________________________________________________
 QQ0684  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 QQ0684  DYNAMIC HEIGHT  -        346.715 (meters)     1137.51  (feet) COMP
 QQ0684  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 QQ0684
 QQ0684  VERT ORDER      -  FIRST     CLASS II
 QQ0684
 QQ0684.The horizontal coordinates were scaled from a map and have
 QQ0684.an estimated accuracy of +/- 6 seconds.
 QQ0684
 QQ0684.The orthometric height was determined by differential leveling and
 QQ0684.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0684.in June 1991.
 QQ0684
 QQ0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0684.GEOID18 height accuracy estimate available here.
 QQ0684
 QQ0684.Click photographs - Photos may exist for this station.
 QQ0684
 QQ0684.The dynamic height is computed by dividing the NAVD 88
 QQ0684.geopotential number by the normal gravity value computed on the
 QQ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0684.degrees latitude (g = 980.6199 gals.).
 QQ0684
 QQ0684.The modeled gravity was interpolated from observed gravity values.
 QQ0684
 QQ0684;                    North         East    Units  Estimated Accuracy
 QQ0684;SPC SD N     -   208,520.      835,270.      MT  (+/- 180 meters Scaled)
 QQ0684
 QQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR573593(NAD 83)
 QQ0684
 QQ0684                          SUPERSEDED SURVEY CONTROL
 QQ0684
 QQ0684.No superseded survey control is available for this station.
 QQ0684
 QQ0684_MARKER: DB = BENCH MARK DISK
 QQ0684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0684_SP_SET: ABUTMENT
 QQ0684_STAMPING: 29.232.85 1983 1136.84
 QQ0684_MARK LOGO: SDDT
 QQ0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0684+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0684
 QQ0684  HISTORY     - Date     Condition        Report By
 QQ0684  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0684  HISTORY     - 19900725 GOOD             NGS
 QQ0684
 QQ0684                          STATION DESCRIPTION
 QQ0684
 QQ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0684'1.2 KM (0.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0684'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 2.4 M
 QQ0684'(7.9 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE
 QQ0684'SOUTHBOUND HIGHWAY BRIDGE SPANNING LITTLE MINNESOTA RIVER, 1.3 KM
 QQ0684'(0.8 MI) NORTH OF MILEPOST 232, 7.3 M (24.0 FT) WEST OF THE
 QQ0684'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 QQ0684'ABOVE THE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0683 ***********************************************************************
 QQ0683  DESIGNATION -  I29 233.15
 QQ0683  PID         -  QQ0683
 QQ0683  STATE/COUNTY-  SD/ROBERTS
 QQ0683  COUNTRY     -  US
 QQ0683  USGS QUAD   -  PEEVER NW (2017)
 QQ0683
 QQ0683                         *CURRENT SURVEY CONTROL
 QQ0683  ______________________________________________________________________
 QQ0683* NAD 83(1986) POSITION- 45 40 28.     (N) 096 58 39.     (W)   SCALED
 QQ0683* NAVD 88 ORTHO HEIGHT -   346.553 (meters)     1136.98  (feet) ADJUSTED
 QQ0683  ______________________________________________________________________
 QQ0683  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 QQ0683  DYNAMIC HEIGHT  -        346.539 (meters)     1136.94  (feet) COMP
 QQ0683  MODELED GRAVITY -    980,564.7   (mgal)                       NAVD 88
 QQ0683
 QQ0683  VERT ORDER      -  FIRST     CLASS II
 QQ0683
 QQ0683.The horizontal coordinates were scaled from a map and have
 QQ0683.an estimated accuracy of +/- 6 seconds.
 QQ0683
 QQ0683.The orthometric height was determined by differential leveling and
 QQ0683.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0683.in June 1991.
 QQ0683
 QQ0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0683.GEOID18 height accuracy estimate available here.
 QQ0683
 QQ0683.Click photographs - Photos may exist for this station.
 QQ0683
 QQ0683.The dynamic height is computed by dividing the NAVD 88
 QQ0683.geopotential number by the normal gravity value computed on the
 QQ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0683.degrees latitude (g = 980.6199 gals.).
 QQ0683
 QQ0683.The modeled gravity was interpolated from observed gravity values.
 QQ0683
 QQ0683;                    North         East    Units  Estimated Accuracy
 QQ0683;SPC SD N     -   208,990.      835,450.      MT  (+/- 180 meters Scaled)
 QQ0683
 QQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR575598(NAD 83)
 QQ0683
 QQ0683                          SUPERSEDED SURVEY CONTROL
 QQ0683
 QQ0683.No superseded survey control is available for this station.
 QQ0683
 QQ0683_MARKER: DB = BENCH MARK DISK
 QQ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0683_STAMPING: 29.233.15 1983
 QQ0683_MARK LOGO: SDDT
 QQ0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0683+STABILITY: SURFACE MOTION
 QQ0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0683+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0683
 QQ0683  HISTORY     - Date     Condition        Report By
 QQ0683  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0683  HISTORY     - 19900725 GOOD             NGS
 QQ0683
 QQ0683                          STATION DESCRIPTION
 QQ0683
 QQ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0683'1.7 KM (1.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0683'JUNCTION OF STATE HIGHWAY 10 (SISSET0N EXIT 232), 0.25 KM (0.16 MI)
 QQ0683'NORTHEAST OF MILEPOST 233, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF
 QQ0683'THE NORTHBOUND LANES OF THE HIGHWAY, 16.6 M (54.5 FT) SOUTH OF THE
 QQ0683'CENTER OF A GATE AND FIELD ENTRANCE, 2.5 M (8.2 FT) BELOW THE LEVEL
 QQ0683'OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND
 QQ0683'THE MONUMENT IS 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0682 ***********************************************************************
 QQ0682  DESIGNATION -  I29 234.18
 QQ0682  PID         -  QQ0682
 QQ0682  STATE/COUNTY-  SD/ROBERTS
 QQ0682  COUNTRY     -  US
 QQ0682  USGS QUAD   -  PEEVER NW (2017)
 QQ0682
 QQ0682                         *CURRENT SURVEY CONTROL
 QQ0682  ______________________________________________________________________
 QQ0682* NAD 83(1986) POSITION- 45 41 20.     (N) 096 58 14.     (W)   SCALED
 QQ0682* NAVD 88 ORTHO HEIGHT -   368.269 (meters)     1208.23  (feet) ADJUSTED
 QQ0682  ______________________________________________________________________
 QQ0682  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 QQ0682  DYNAMIC HEIGHT  -        368.255 (meters)     1208.18  (feet) COMP
 QQ0682  MODELED GRAVITY -    980,566.9   (mgal)                       NAVD 88
 QQ0682
 QQ0682  VERT ORDER      -  FIRST     CLASS II
 QQ0682
 QQ0682.The horizontal coordinates were scaled from a map and have
 QQ0682.an estimated accuracy of +/- 6 seconds.
 QQ0682
 QQ0682.The orthometric height was determined by differential leveling and
 QQ0682.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0682.in June 1991.
 QQ0682
 QQ0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0682.GEOID18 height accuracy estimate available here.
 QQ0682
 QQ0682.Click photographs - Photos may exist for this station.
 QQ0682
 QQ0682.The dynamic height is computed by dividing the NAVD 88
 QQ0682.geopotential number by the normal gravity value computed on the
 QQ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0682.degrees latitude (g = 980.6199 gals.).
 QQ0682
 QQ0682.The modeled gravity was interpolated from observed gravity values.
 QQ0682
 QQ0682;                    North         East    Units  Estimated Accuracy
 QQ0682;SPC SD N     -   210,620.      835,930.      MT  (+/- 180 meters Scaled)
 QQ0682
 QQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR580614(NAD 83)
 QQ0682
 QQ0682                          SUPERSEDED SURVEY CONTROL
 QQ0682
 QQ0682.No superseded survey control is available for this station.
 QQ0682
 QQ0682_MARKER: DB = BENCH MARK DISK
 QQ0682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0682_SP_SET: ABUTMENT
 QQ0682_STAMPING: 29 234.18 1983 1207.43
 QQ0682_MARK LOGO: SDDT
 QQ0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0682+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0682
 QQ0682  HISTORY     - Date     Condition        Report By
 QQ0682  HISTORY     - 1983     MONUMENTED       SDDT
 QQ0682  HISTORY     - 19900725 GOOD             NGS
 QQ0682  HISTORY     - 19950101 GOOD             SDDENR
 QQ0682  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0682
 QQ0682                          STATION DESCRIPTION
 QQ0682
 QQ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0682'3.5 KM (2.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0682'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.6 M
 QQ0682'(5.2 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 QQ0682'COUNTY ROAD OVERPASS OF THE HIGHWAY, 0.35 KM (0.22 MI) NORTHEAST OF
 QQ0682'MILEPOST 234, 33.7 M (110.6 FT) WEST OF THE CENTERLINE OF THE
 QQ0682'SOUTHBOUND LANES OF THE HIGHWAY, AND LEVEL WITH THE COUNTY ROAD.
 QQ0682
 QQ0682                          STATION RECOVERY (1995)
 QQ0682
 QQ0682'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0682'FOUND IN EXCELLENT CONDITION.
 QQ0682
 QQ0682                          STATION RECOVERY (2013)
 QQ0682
 QQ0682'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0681 ***********************************************************************
 QQ0681  DESIGNATION -  I29 234.21
 QQ0681  PID         -  QQ0681
 QQ0681  STATE/COUNTY-  SD/ROBERTS
 QQ0681  COUNTRY     -  US
 QQ0681  USGS QUAD   -  PEEVER NW (2017)
 QQ0681
 QQ0681                         *CURRENT SURVEY CONTROL
 QQ0681  ______________________________________________________________________
 QQ0681* NAD 83(1986) POSITION- 45 41 20.     (N) 096 58 11.     (W)   SCALED
 QQ0681* NAVD 88 ORTHO HEIGHT -   368.249 (meters)     1208.16  (feet) ADJUSTED
 QQ0681  ______________________________________________________________________
 QQ0681  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 QQ0681  DYNAMIC HEIGHT  -        368.235 (meters)     1208.12  (feet) COMP
 QQ0681  MODELED GRAVITY -    980,566.9   (mgal)                       NAVD 88
 QQ0681
 QQ0681  VERT ORDER      -  FIRST     CLASS II
 QQ0681
 QQ0681.The horizontal coordinates were scaled from a map and have
 QQ0681.an estimated accuracy of +/- 6 seconds.
 QQ0681
 QQ0681.The orthometric height was determined by differential leveling and
 QQ0681.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0681.in June 1991.
 QQ0681
 QQ0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0681.GEOID18 height accuracy estimate available here.
 QQ0681
 QQ0681.Click photographs - Photos may exist for this station.
 QQ0681
 QQ0681.The dynamic height is computed by dividing the NAVD 88
 QQ0681.geopotential number by the normal gravity value computed on the
 QQ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0681.degrees latitude (g = 980.6199 gals.).
 QQ0681
 QQ0681.The modeled gravity was interpolated from observed gravity values.
 QQ0681
 QQ0681;                    North         East    Units  Estimated Accuracy
 QQ0681;SPC SD N     -   210,620.      835,990.      MT  (+/- 180 meters Scaled)
 QQ0681
 QQ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR580614(NAD 83)
 QQ0681
 QQ0681                          SUPERSEDED SURVEY CONTROL
 QQ0681
 QQ0681.No superseded survey control is available for this station.
 QQ0681
 QQ0681_MARKER: DB = BENCH MARK DISK
 QQ0681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0681_SP_SET: ABUTMENT
 QQ0681_STAMPING: 29.234.21 19 1207.37
 QQ0681_MARK LOGO: SDDT
 QQ0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0681+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0681
 QQ0681  HISTORY     - Date     Condition        Report By
 QQ0681  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0681  HISTORY     - 19900725 GOOD             NGS
 QQ0681  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0681
 QQ0681                          STATION DESCRIPTION
 QQ0681
 QQ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0681'3.5 KM (2.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0681'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 1.5 M
 QQ0681'(4.9 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 QQ0681'COUNTY ROAD OVERPASS OF THE HIGHWAY, 0.35 KM (0.22 MI) NORTHEAST OF
 QQ0681'MILEPOST 234, 33.9 M (111.2 FT) EAST OF THE CENTERLINE OF THE
 QQ0681'NORTHBOUND LANES OF THE HIGHWAY, AND LEVEL WITH THE COUNTY ROAD.
 QQ0681
 QQ0681                          STATION RECOVERY (2013)
 QQ0681
 QQ0681'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0680 ***********************************************************************
 QQ0680  FBN         -  This is a Federal Base Network Control Station.
 QQ0680  DESIGNATION -  I29 234.3
 QQ0680  PID         -  QQ0680
 QQ0680  STATE/COUNTY-  SD/ROBERTS
 QQ0680  COUNTRY     -  US
 QQ0680  USGS QUAD   -  PEEVER NW (2017)
 QQ0680
 QQ0680                         *CURRENT SURVEY CONTROL
 QQ0680  ______________________________________________________________________
 QQ0680* NAD 83(2011) POSITION- 45 41 26.12277(N) 096 58 08.14650(W)   ADJUSTED
 QQ0680* NAD 83(2011) ELLIP HT-   335.439 (meters)        (06/27/12)   ADJUSTED
 QQ0680* NAD 83(2011) EPOCH   -  2010.00
 QQ0680* NAVD 88 ORTHO HEIGHT -   361.329 (meters)     1185.46  (feet) ADJUSTED
 QQ0680  ______________________________________________________________________
 QQ0680  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 QQ0680  NAD 83(2011) X  -   -541,528.327 (meters)                     COMP
 QQ0680  NAD 83(2011) Y  - -4,430,254.289 (meters)                     COMP
 QQ0680  NAD 83(2011) Z  -  4,541,531.292 (meters)                     COMP
 QQ0680  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 QQ0680  DYNAMIC HEIGHT  -        361.315 (meters)     1185.41  (feet) COMP
 QQ0680  MODELED GRAVITY -    980,567.1   (mgal)                       NAVD 88
 QQ0680
 QQ0680  VERT ORDER      -  FIRST     CLASS II
 QQ0680
 QQ0680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0680  Standards:
 QQ0680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0680  -------------------------------------------------------------------
 QQ0680  NETWORK    0.41   4.98           0.19   0.13   2.54      0.00614273
 QQ0680  -------------------------------------------------------------------
 QQ0680  Click here for local accuracies and other accuracy information.
 QQ0680
 QQ0680.The horizontal coordinates were established by GPS observations
 QQ0680.and adjusted by the National Geodetic Survey in June 2012.
 QQ0680
 QQ0680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0680.been affixed to the stable North American tectonic plate. See 
 QQ0680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0680
 QQ0680.The horizontal coordinates are valid at the epoch date displayed above
 QQ0680.which is a decimal equivalence of Year/Month/Day.
 QQ0680
 QQ0680.The orthometric height was determined by differential leveling and
 QQ0680.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0680.in June 1991.
 QQ0680
 QQ0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0680.GEOID18 height accuracy estimate available here.
 QQ0680
 QQ0680.Click photographs - Photos may exist for this station.
 QQ0680
 QQ0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0680
 QQ0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0680
 QQ0680.The ellipsoidal height was determined by GPS observations
 QQ0680.and is referenced to NAD 83.
 QQ0680
 QQ0680.The dynamic height is computed by dividing the NAVD 88
 QQ0680.geopotential number by the normal gravity value computed on the
 QQ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0680.degrees latitude (g = 980.6199 gals.).
 QQ0680
 QQ0680.The modeled gravity was interpolated from observed gravity values.
 QQ0680
 QQ0680. The following values were computed from the NAD 83(2011) position.
 QQ0680
 QQ0680;                    North         East     Units Scale Factor Converg.
 QQ0680;SPC SD N     -   210,809.993   836,047.185   MT  1.00000141   +2 08 42.7
 QQ0680;SPC SD N     -   691,632.45  2,742,931.47   sFT  1.00000141   +2 08 42.7
 QQ0680;UTM  14      - 5,061,677.008   658,144.038   MT  0.99990748   +1 27 13.3
 QQ0680
 QQ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0680!SPC SD N     -   0.99994741  x   1.00000141  =   0.99994882
 QQ0680!UTM  14      -   0.99994741  x   0.99990748  =   0.99985490
 QQ0680
 QQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5814461677(NAD 83)
 QQ0680
 QQ0680                          SUPERSEDED SURVEY CONTROL
 QQ0680
 QQ0680  NAD 83(2007)-  45 41 26.12289(N)    096 58 08.14771(W) AD(2002.00) 0
 QQ0680  ELLIP H (02/10/07)  335.472  (m)                       GP(2002.00)    
 QQ0680  NAD 83(1996)-  45 41 26.12268(N)    096 58 08.14757(W) AD(       ) A
 QQ0680  ELLIP H (06/23/03)  335.478  (m)                       GP(       ) 3 1
 QQ0680  NAVD 88 (03/11/15)  361.3    (m)  GEOID12A model used  GPS OBS        
 QQ0680  NAVD 88 (03/06/08)  361.3    (m)  GEOID03  model used  GPS OBS        
 QQ0680  NAVD 88             361.33   (m)         1185.5    (f) LEVELING    3  
 QQ0680
 QQ0680.Superseded values are not recommended for survey control.
 QQ0680
 QQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0680.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0680
 QQ0680_MARKER: P = PIPE CAP
 QQ0680_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0680_STAMPING: 29.234.3 1989
 QQ0680_MARK LOGO: SDDT
 QQ0680_PROJECTION: RECESSED 13 CENTIMETERS
 QQ0680_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0680+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 QQ0680
 QQ0680  HISTORY     - Date     Condition        Report By
 QQ0680  HISTORY     - 19890401 MONUMENTED       SDDT
 QQ0680  HISTORY     - 19900725 GOOD             NGS
 QQ0680  HISTORY     - 20020603 GOOD             SDDT
 QQ0680  HISTORY     - 20070830 GOOD             MNDT
 QQ0680  HISTORY     - 20101005 GOOD             MNDT
 QQ0680  HISTORY     - 20130702 GOOD             MNDT
 QQ0680
 QQ0680                          STATION DESCRIPTION
 QQ0680
 QQ0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0680'3.7 KM (2.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0680'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.55 KM (0.34 MI)
 QQ0680'NORTH OF MILEPOST 238, 43.3 M (142.1 FT) SOUTH OF THE MOST SOUTHERLY
 QQ0680'OF 2 FENCE BRACE POSTS, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF
 QQ0680'THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL
 QQ0680'OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--THE
 QQ0680'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP
 QQ0680'THAT IS ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM
 QQ0680'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC SCREW CAP.
 QQ0680'THE PIPE AND SLEEVE DEPTH IS UNKNOWN.
 QQ0680
 QQ0680                          STATION RECOVERY (2002)
 QQ0680
 QQ0680'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 QQ0680'RECOVERED AS DESCRIBED
 QQ0680'
 QQ0680
 QQ0680                          STATION RECOVERY (2007)
 QQ0680
 QQ0680'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0680'3 MILES NORTH OF SISSETON, 2.3 MILES NORTH OF THE JUNCTION OF STATE
 QQ0680'HIGHWAY 10 AND INTERSTATE HIGHWAY 29 IN SISSETON, AT INTERSTATE
 QQ0680'HIGHWAY 29 MILEPOINT 234.3, 142.1 FEET SOUTH OF SOUTH BRACED WOOD
 QQ0680'FENCE POST OF 2, 96.1 FEET EAST OF NORTH BOUND INTERSTATE HIGHWAY 29,
 QQ0680'1.3 FEET EAST OF STEEL SIGN POST, 1.2 FEET WEST OF WITNESS POST.
 QQ0680
 QQ0680                          STATION RECOVERY (2010)
 QQ0680
 QQ0680'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QQ0680'3 MI (4.8 KM) NORTHEAST OF SISSETON, 2.3 MI (3.7 KM) NORTHEAST ALONG
 QQ0680'INTERSTATE HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND
 QQ0680'INTERSTATE HIGHWAY 29 TO MILE POINT 234.3, 142.1 FT (43.3 M) SOUTH OF
 QQ0680'SOUTH BRACED WOODEN FENCE POST OF 2, 96.1 FT (29.3 M) EAST OF
 QQ0680'NORTHBOUND INTERSTATE HIGHWAY 29, 1.3 FT (0.4 M) EAST OF STEEL SIGN
 QQ0680'POST, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
 QQ0680
 QQ0680                          STATION RECOVERY (2013)
 QQ0680
 QQ0680'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (JXJ)
 QQ0680'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0679 ***********************************************************************
 QQ0679  DESIGNATION -  I29 234.51
 QQ0679  PID         -  QQ0679
 QQ0679  STATE/COUNTY-  SD/ROBERTS
 QQ0679  COUNTRY     -  US
 QQ0679  USGS QUAD   -  PEEVER NW (2017)
 QQ0679
 QQ0679                         *CURRENT SURVEY CONTROL
 QQ0679  ______________________________________________________________________
 QQ0679* NAD 83(1986) POSITION- 45 41 35.     (N) 096 58 04.     (W)   SCALED
 QQ0679* NAVD 88 ORTHO HEIGHT -   362.808 (meters)     1190.31  (feet) ADJUSTED
 QQ0679  ______________________________________________________________________
 QQ0679  GEOID HEIGHT    -        -25.899 (meters)                     GEOID18
 QQ0679  DYNAMIC HEIGHT  -        362.795 (meters)     1190.27  (feet) COMP
 QQ0679  MODELED GRAVITY -    980,567.5   (mgal)                       NAVD 88
 QQ0679
 QQ0679  VERT ORDER      -  FIRST     CLASS II
 QQ0679
 QQ0679.The horizontal coordinates were scaled from a map and have
 QQ0679.an estimated accuracy of +/- 6 seconds.
 QQ0679
 QQ0679.The orthometric height was determined by differential leveling and
 QQ0679.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0679.in June 1991.
 QQ0679
 QQ0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0679.GEOID18 height accuracy estimate available here.
 QQ0679
 QQ0679.Click photographs - Photos may exist for this station.
 QQ0679
 QQ0679.The dynamic height is computed by dividing the NAVD 88
 QQ0679.geopotential number by the normal gravity value computed on the
 QQ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0679.degrees latitude (g = 980.6199 gals.).
 QQ0679
 QQ0679.The modeled gravity was interpolated from observed gravity values.
 QQ0679
 QQ0679;                    North         East    Units  Estimated Accuracy
 QQ0679;SPC SD N     -   211,090.      836,130.      MT  (+/- 180 meters Scaled)
 QQ0679
 QQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR582619(NAD 83)
 QQ0679
 QQ0679                          SUPERSEDED SURVEY CONTROL
 QQ0679
 QQ0679.No superseded survey control is available for this station.
 QQ0679
 QQ0679_MARKER: DB = BENCH MARK DISK
 QQ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0679_STAMPING: 29.234.51 1983 1189.42
 QQ0679_MARK LOGO: SDDT
 QQ0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0679+STABILITY: SURFACE MOTION
 QQ0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0679+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0679
 QQ0679  HISTORY     - Date     Condition        Report By
 QQ0679  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0679  HISTORY     - 19900725 GOOD             NGS
 QQ0679
 QQ0679                          STATION DESCRIPTION
 QQ0679
 QQ0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0679'4.0 KM (2.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0679'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.8 KM (0.5 MI)
 QQ0679'NORTH OF MILEPOST 234, 45.4 M (148.9 FT) NORTH OF THE MOST NORTHERLY
 QQ0679'OF 2 FENCE BRACE POSTS, 29.2 M (95.8 FT) EAST OF AND LEVEL WITH THE
 QQ0679'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 QQ0679'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.3 M (1.0 FT)
 QQ0679'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0678 ***********************************************************************
 QQ0678  DESIGNATION -  I29 235.83
 QQ0678  PID         -  QQ0678
 QQ0678  STATE/COUNTY-  SD/ROBERTS
 QQ0678  COUNTRY     -  US
 QQ0678  USGS QUAD   -  PEEVER NW (2017)
 QQ0678
 QQ0678                         *CURRENT SURVEY CONTROL
 QQ0678  ______________________________________________________________________
 QQ0678* NAD 83(1986) POSITION- 45 42 39.     (N) 096 57 24.     (W)   SCALED
 QQ0678* NAVD 88 ORTHO HEIGHT -   355.102 (meters)     1165.03  (feet) ADJUSTED
 QQ0678  ______________________________________________________________________
 QQ0678  GEOID HEIGHT    -        -25.924 (meters)                     GEOID18
 QQ0678  DYNAMIC HEIGHT  -        355.090 (meters)     1164.99  (feet) COMP
 QQ0678  MODELED GRAVITY -    980,570.0   (mgal)                       NAVD 88
 QQ0678
 QQ0678  VERT ORDER      -  FIRST     CLASS II
 QQ0678
 QQ0678.The horizontal coordinates were scaled from a map and have
 QQ0678.an estimated accuracy of +/- 6 seconds.
 QQ0678
 QQ0678.The orthometric height was determined by differential leveling and
 QQ0678.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0678.in June 1991.
 QQ0678
 QQ0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0678.GEOID18 height accuracy estimate available here.
 QQ0678
 QQ0678.Click photographs - Photos may exist for this station.
 QQ0678
 QQ0678.The dynamic height is computed by dividing the NAVD 88
 QQ0678.geopotential number by the normal gravity value computed on the
 QQ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0678.degrees latitude (g = 980.6199 gals.).
 QQ0678
 QQ0678.The modeled gravity was interpolated from observed gravity values.
 QQ0678
 QQ0678;                    North         East    Units  Estimated Accuracy
 QQ0678;SPC SD N     -   213,090.      836,920.      MT  (+/- 180 meters Scaled)
 QQ0678
 QQ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR590639(NAD 83)
 QQ0678
 QQ0678                          SUPERSEDED SURVEY CONTROL
 QQ0678
 QQ0678.No superseded survey control is available for this station.
 QQ0678
 QQ0678_MARKER: DB = BENCH MARK DISK
 QQ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0678_STAMPING: 29-235.83 1981 1164.15
 QQ0678_MARK LOGO: SDDT
 QQ0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0678+STABILITY: SURFACE MOTION
 QQ0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0678+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0678
 QQ0678  HISTORY     - Date     Condition        Report By
 QQ0678  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0678  HISTORY     - 19900725 GOOD             NGS
 QQ0678
 QQ0678                          STATION DESCRIPTION
 QQ0678
 QQ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0678'6.1 KM (3.8 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0678'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 1.35 KM (0.84 MI)
 QQ0678'NORTHEAST OF MILEPOST 235, 29.4 M (96.5 FT) SOUTHEAST OF AND LEVEL
 QQ0678'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.5 M
 QQ0678'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.35 M (1.15 FT) NORTHWEST
 QQ0678'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.3 M (1.0 FT) BELOW
 QQ0678'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0677 ***********************************************************************
 QQ0677  DESIGNATION -  I29 236.98
 QQ0677  PID         -  QQ0677
 QQ0677  STATE/COUNTY-  SD/ROBERTS
 QQ0677  COUNTRY     -  US
 QQ0677  USGS QUAD   -  PEEVER NW (2017)
 QQ0677
 QQ0677                         *CURRENT SURVEY CONTROL
 QQ0677  ______________________________________________________________________
 QQ0677* NAD 83(1986) POSITION- 45 43 32.     (N) 096 56 43.     (W)   SCALED
 QQ0677* NAVD 88 ORTHO HEIGHT -   349.814 (meters)     1147.68  (feet) ADJUSTED
 QQ0677  ______________________________________________________________________
 QQ0677  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 QQ0677  DYNAMIC HEIGHT  -        349.802 (meters)     1147.64  (feet) COMP
 QQ0677  MODELED GRAVITY -    980,572.1   (mgal)                       NAVD 88
 QQ0677
 QQ0677  VERT ORDER      -  FIRST     CLASS II
 QQ0677
 QQ0677.The horizontal coordinates were scaled from a map and have
 QQ0677.an estimated accuracy of +/- 6 seconds.
 QQ0677
 QQ0677.The orthometric height was determined by differential leveling and
 QQ0677.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0677.in June 1991.
 QQ0677
 QQ0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0677.GEOID18 height accuracy estimate available here.
 QQ0677
 QQ0677.Click photographs - Photos may exist for this station.
 QQ0677
 QQ0677.The dynamic height is computed by dividing the NAVD 88
 QQ0677.geopotential number by the normal gravity value computed on the
 QQ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0677.degrees latitude (g = 980.6199 gals.).
 QQ0677
 QQ0677.The modeled gravity was interpolated from observed gravity values.
 QQ0677
 QQ0677;                    North         East    Units  Estimated Accuracy
 QQ0677;SPC SD N     -   214,760.      837,740.      MT  (+/- 180 meters Scaled)
 QQ0677
 QQ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR598656(NAD 83)
 QQ0677
 QQ0677                          SUPERSEDED SURVEY CONTROL
 QQ0677
 QQ0677.No superseded survey control is available for this station.
 QQ0677
 QQ0677_MARKER: DB = BENCH MARK DISK
 QQ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0677_STAMPING: 29-236.98 1981 1146.84
 QQ0677_MARK LOGO: SDDT
 QQ0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0677+STABILITY: SURFACE MOTION
 QQ0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0677+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0677
 QQ0677  HISTORY     - Date     Condition        Report By
 QQ0677  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0677  HISTORY     - 19900725 GOOD             NGS
 QQ0677
 QQ0677                          STATION DESCRIPTION
 QQ0677
 QQ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0677'8.0 KM (5.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0677'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 47.4 M (155.5 FT)
 QQ0677'SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2 FENCE BRACE POSTS, 43.1 M
 QQ0677'(141.4 FT) SOUTHWEST OF MILEPOST 237, 29.3 M (96.1 FT) SOUTHEAST OF
 QQ0677'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 QQ0677'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 QQ0677'MONUMENT IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0674 ***********************************************************************
 QQ0674  DESIGNATION -  I29 237.4
 QQ0674  PID         -  QQ0674
 QQ0674  STATE/COUNTY-  SD/ROBERTS
 QQ0674  COUNTRY     -  US
 QQ0674  USGS QUAD   -  PEEVER NW (2017)
 QQ0674
 QQ0674                         *CURRENT SURVEY CONTROL
 QQ0674  ______________________________________________________________________
 QQ0674* NAD 83(1986) POSITION- 45 44 00.     (N) 096 56 21.     (W)   SCALED
 QQ0674* NAVD 88 ORTHO HEIGHT -   348.566 (meters)     1143.59  (feet) ADJUSTED
 QQ0674  ______________________________________________________________________
 QQ0674  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 QQ0674  DYNAMIC HEIGHT  -        348.555 (meters)     1143.55  (feet) COMP
 QQ0674  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 QQ0674
 QQ0674  VERT ORDER      -  FIRST     CLASS II
 QQ0674
 QQ0674.The horizontal coordinates were scaled from a map and have
 QQ0674.an estimated accuracy of +/- 6 seconds.
 QQ0674
 QQ0674.The orthometric height was determined by differential leveling and
 QQ0674.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0674.in June 1991.
 QQ0674
 QQ0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0674.GEOID18 height accuracy estimate available here.
 QQ0674
 QQ0674.Click photographs - Photos may exist for this station.
 QQ0674
 QQ0674.The dynamic height is computed by dividing the NAVD 88
 QQ0674.geopotential number by the normal gravity value computed on the
 QQ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0674.degrees latitude (g = 980.6199 gals.).
 QQ0674
 QQ0674.The modeled gravity was interpolated from observed gravity values.
 QQ0674
 QQ0674;                    North         East    Units  Estimated Accuracy
 QQ0674;SPC SD N     -   215,650.      838,180.      MT  (+/- 180 meters Scaled)
 QQ0674
 QQ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR603664(NAD 83)
 QQ0674
 QQ0674                          SUPERSEDED SURVEY CONTROL
 QQ0674
 QQ0674.No superseded survey control is available for this station.
 QQ0674
 QQ0674_MARKER: Z = SEE DESCRIPTION
 QQ0674_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0674_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0674+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0674
 QQ0674  HISTORY     - Date     Condition        Report By
 QQ0674  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0674  HISTORY     - 19900725 GOOD             NGS
 QQ0674
 QQ0674                          STATION DESCRIPTION
 QQ0674
 QQ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0674'8.9 KM (5.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0674'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.9 KM (0.6 MI)
 QQ0674'NORTHEAST OF MILEPOST 237, 12.5 M (41.0 FT) EAST-NORTHEAST OF THE
 QQ0674'EAST CORNER OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 11.8 M
 QQ0674'(38.7 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QQ0674'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND O.3 M BELOW
 QQ0674'THE LEVEL OF THE HIGHWAY.  NOTE--THE DATUM POINT IS AN UNSTAMPED IRON
 QQ0674'PIPE CAP ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM
 QQ0674'POINT IS THROUGH AN 8 BY 8-INCH METAL PLATE.  THE PIPE AND SLEEVE
 QQ0674'DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0676 ***********************************************************************
 QQ0676  DESIGNATION -  I29 237.56
 QQ0676  PID         -  QQ0676
 QQ0676  STATE/COUNTY-  SD/ROBERTS
 QQ0676  COUNTRY     -  US
 QQ0676  USGS QUAD   -  PEEVER NW (2017)
 QQ0676
 QQ0676                         *CURRENT SURVEY CONTROL
 QQ0676  ______________________________________________________________________
 QQ0676* NAD 83(1986) POSITION- 45 43 59.     (N) 096 56 22.     (W)   SCALED
 QQ0676* NAVD 88 ORTHO HEIGHT -   349.158 (meters)     1145.53  (feet) ADJUSTED
 QQ0676  ______________________________________________________________________
 QQ0676  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 QQ0676  DYNAMIC HEIGHT  -        349.147 (meters)     1145.49  (feet) COMP
 QQ0676  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 QQ0676
 QQ0676  VERT ORDER      -  FIRST     CLASS II
 QQ0676
 QQ0676.The horizontal coordinates were scaled from a map and have
 QQ0676.an estimated accuracy of +/- 6 seconds.
 QQ0676
 QQ0676.The orthometric height was determined by differential leveling and
 QQ0676.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0676.in June 1991.
 QQ0676
 QQ0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0676.GEOID18 height accuracy estimate available here.
 QQ0676
 QQ0676.Click photographs - Photos may exist for this station.
 QQ0676
 QQ0676.The dynamic height is computed by dividing the NAVD 88
 QQ0676.geopotential number by the normal gravity value computed on the
 QQ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0676.degrees latitude (g = 980.6199 gals.).
 QQ0676
 QQ0676.The modeled gravity was interpolated from observed gravity values.
 QQ0676
 QQ0676;                    North         East    Units  Estimated Accuracy
 QQ0676;SPC SD N     -   215,610.      838,160.      MT  (+/- 180 meters Scaled)
 QQ0676
 QQ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR603664(NAD 83)
 QQ0676
 QQ0676                          SUPERSEDED SURVEY CONTROL
 QQ0676
 QQ0676.No superseded survey control is available for this station.
 QQ0676
 QQ0676_MARKER: DB = BENCH MARK DISK
 QQ0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0676_SP_SET: ABUTMENT
 QQ0676_STAMPING: 29-237.56 1981 1144.60
 QQ0676_MARK LOGO: SDDT
 QQ0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0676+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0676
 QQ0676  HISTORY     - Date     Condition        Report By
 QQ0676  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0676  HISTORY     - 19900725 GOOD             NGS
 QQ0676
 QQ0676                          STATION DESCRIPTION
 QQ0676
 QQ0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0676'8.9 KM (5.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0676'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 0.95
 QQ0676'M (3.12 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 QQ0676'ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 0.9 KM
 QQ0676'(0.6 MI) NORTHEAST OF MILEPOST 237, 7.4 M (24.3 FT) SOUTHEAST OF AND
 QQ0676'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND
 QQ0676'0.4 M (1.3 FT) NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0675 ***********************************************************************
 QQ0675  DESIGNATION -  I29 237.58
 QQ0675  PID         -  QQ0675
 QQ0675  STATE/COUNTY-  SD/ROBERTS
 QQ0675  COUNTRY     -  US
 QQ0675  USGS QUAD   -  PEEVER NW (2017)
 QQ0675
 QQ0675                         *CURRENT SURVEY CONTROL
 QQ0675  ______________________________________________________________________
 QQ0675* NAD 83(1986) POSITION- 45 44 00.     (N) 096 56 23.     (W)   SCALED
 QQ0675* NAVD 88 ORTHO HEIGHT -   349.129 (meters)     1145.43  (feet) ADJUSTED
 QQ0675  ______________________________________________________________________
 QQ0675  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 QQ0675  DYNAMIC HEIGHT  -        349.117 (meters)     1145.39  (feet) COMP
 QQ0675  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 QQ0675
 QQ0675  VERT ORDER      -  FIRST     CLASS II
 QQ0675
 QQ0675.The horizontal coordinates were scaled from a map and have
 QQ0675.an estimated accuracy of +/- 6 seconds.
 QQ0675
 QQ0675.The orthometric height was determined by differential leveling and
 QQ0675.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0675.in June 1991.
 QQ0675
 QQ0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0675.GEOID18 height accuracy estimate available here.
 QQ0675
 QQ0675.Click photographs - Photos may exist for this station.
 QQ0675
 QQ0675.The dynamic height is computed by dividing the NAVD 88
 QQ0675.geopotential number by the normal gravity value computed on the
 QQ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0675.degrees latitude (g = 980.6199 gals.).
 QQ0675
 QQ0675.The modeled gravity was interpolated from observed gravity values.
 QQ0675
 QQ0675;                    North         East    Units  Estimated Accuracy
 QQ0675;SPC SD N     -   215,640.      838,140.      MT  (+/- 180 meters Scaled)
 QQ0675
 QQ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR602664(NAD 83)
 QQ0675
 QQ0675                          SUPERSEDED SURVEY CONTROL
 QQ0675
 QQ0675.No superseded survey control is available for this station.
 QQ0675
 QQ0675_MARKER: DB = BENCH MARK DISK
 QQ0675_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0675_SP_SET: ABUTMENT
 QQ0675_STAMPING: 29-237.58 1981 1144.58
 QQ0675_MARK LOGO: SDDT
 QQ0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0675+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0675
 QQ0675  HISTORY     - Date     Condition        Report By
 QQ0675  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0675  HISTORY     - 19900725 GOOD             NGS
 QQ0675
 QQ0675                          STATION DESCRIPTION
 QQ0675
 QQ0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0675'8.9 KM (5.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0675'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), IN TOP OF AND 0.9 M
 QQ0675'(3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTH CONCRETE
 QQ0675'ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING A CREEK, 0.9 KM
 QQ0675'(0.6 MI) NORTHEAST OF MILEPOST 237, 7.4 M (24.3 FT) NORTHWEST OF AND
 QQ0675'LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 QQ0675'0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0673 ***********************************************************************
 QQ0673  DESIGNATION -  I29 238.12
 QQ0673  PID         -  QQ0673
 QQ0673  STATE/COUNTY-  SD/ROBERTS
 QQ0673  COUNTRY     -  US
 QQ0673  USGS QUAD   -  PEEVER NW (2017)
 QQ0673
 QQ0673                         *CURRENT SURVEY CONTROL
 QQ0673  ______________________________________________________________________
 QQ0673* NAD 83(1986) POSITION- 45 44 24.     (N) 096 56 03.     (W)   SCALED
 QQ0673* NAVD 88 ORTHO HEIGHT -   350.339 (meters)     1149.40  (feet) ADJUSTED
 QQ0673  ______________________________________________________________________
 QQ0673  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 QQ0673  DYNAMIC HEIGHT  -        350.328 (meters)     1149.37  (feet) COMP
 QQ0673  MODELED GRAVITY -    980,574.1   (mgal)                       NAVD 88
 QQ0673
 QQ0673  VERT ORDER      -  FIRST     CLASS II
 QQ0673
 QQ0673.The horizontal coordinates were scaled from a map and have
 QQ0673.an estimated accuracy of +/- 6 seconds.
 QQ0673
 QQ0673.The orthometric height was determined by differential leveling and
 QQ0673.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0673.in June 1991.
 QQ0673
 QQ0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0673.GEOID18 height accuracy estimate available here.
 QQ0673
 QQ0673.Click photographs - Photos may exist for this station.
 QQ0673
 QQ0673.The dynamic height is computed by dividing the NAVD 88
 QQ0673.geopotential number by the normal gravity value computed on the
 QQ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0673.degrees latitude (g = 980.6199 gals.).
 QQ0673
 QQ0673.The modeled gravity was interpolated from observed gravity values.
 QQ0673
 QQ0673;                    North         East    Units  Estimated Accuracy
 QQ0673;SPC SD N     -   216,400.      838,550.      MT  (+/- 180 meters Scaled)
 QQ0673
 QQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR607672(NAD 83)
 QQ0673
 QQ0673                          SUPERSEDED SURVEY CONTROL
 QQ0673
 QQ0673.No superseded survey control is available for this station.
 QQ0673
 QQ0673_MARKER: DB = BENCH MARK DISK
 QQ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0673_STAMPING: 29-238.12 1981 1148.56
 QQ0673_MARK LOGO: SDDT
 QQ0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0673+STABILITY: SURFACE MOTION
 QQ0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0673+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0673
 QQ0673  HISTORY     - Date     Condition        Report By
 QQ0673  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0673  HISTORY     - 19900725 GOOD             NGS
 QQ0673
 QQ0673                          STATION DESCRIPTION
 QQ0673
 QQ0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0673'9.8 KM (6.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0673'JUNCTION OF STATE HIGHWAY 10 (SISSET0N EXIT 232), 0.2 KM (0.1 MI)
 QQ0673'NORTHEAST OF MILEPOST 238, 45.2 M (148.3 FT) SOUTHWEST OF THE MOST
 QQ0673'SOUTHWESTERLY OF 2 FENCE BRACE POSTS.  29.6 M (97.1 FT) SOUTHEAST OF
 QQ0673'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 QQ0673'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 QQ0673'POST AND FENCE, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND
 QQ0673'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0672 ***********************************************************************
 QQ0672  DESIGNATION -  I29 238.5
 QQ0672  PID         -  QQ0672
 QQ0672  STATE/COUNTY-  SD/ROBERTS
 QQ0672  COUNTRY     -  US
 QQ0672  USGS QUAD   -  PEEVER NW (2017)
 QQ0672
 QQ0672                         *CURRENT SURVEY CONTROL
 QQ0672  ______________________________________________________________________
 QQ0672* NAD 83(1986) POSITION- 45 44 50.     (N) 096 55 46.     (W)   SCALED
 QQ0672* NAVD 88 ORTHO HEIGHT -   351.635 (meters)     1153.66  (feet) ADJUSTED
 QQ0672  ______________________________________________________________________
 QQ0672  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 QQ0672  DYNAMIC HEIGHT  -        351.624 (meters)     1153.62  (feet) COMP
 QQ0672  MODELED GRAVITY -    980,575.1   (mgal)                       NAVD 88
 QQ0672
 QQ0672  VERT ORDER      -  FIRST     CLASS II
 QQ0672
 QQ0672.The horizontal coordinates were scaled from a map and have
 QQ0672.an estimated accuracy of +/- 6 seconds.
 QQ0672
 QQ0672.The orthometric height was determined by differential leveling and
 QQ0672.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0672.in June 1991.
 QQ0672
 QQ0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0672.GEOID18 height accuracy estimate available here.
 QQ0672
 QQ0672.Click photographs - Photos may exist for this station.
 QQ0672
 QQ0672.The dynamic height is computed by dividing the NAVD 88
 QQ0672.geopotential number by the normal gravity value computed on the
 QQ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0672.degrees latitude (g = 980.6199 gals.).
 QQ0672
 QQ0672.The modeled gravity was interpolated from observed gravity values.
 QQ0672
 QQ0672;                    North         East    Units  Estimated Accuracy
 QQ0672;SPC SD N     -   217,220.      838,880.      MT  (+/- 180 meters Scaled)
 QQ0672
 QQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR610680(NAD 83)
 QQ0672
 QQ0672                          SUPERSEDED SURVEY CONTROL
 QQ0672
 QQ0672.No superseded survey control is available for this station.
 QQ0672
 QQ0672_MARKER: Z = SEE DESCRIPTION
 QQ0672_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0672_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0672+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0672
 QQ0672  HISTORY     - Date     Condition        Report By
 QQ0672  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0672  HISTORY     - 19900725 GOOD             NGS
 QQ0672
 QQ0672                          STATION DESCRIPTION
 QQ0672
 QQ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0672'10.7 KM (6.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0672'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 1.1 KM (0.7 MI)
 QQ0672'NORTHEAST OF MILEPOST 238, 58.2 M (190.9 FT) NORTHEAST OF THE
 QQ0672'NORTHWEST CORNER OF A COUNTY ROAD OVERPASS, 27.9 M (91.5 FT)
 QQ0672'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 QQ0672'1.8 M (5.9 FT) SOUTHEAST OF A FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL
 QQ0672'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 QQ0672'NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP ATTACHED TO A 1
 QQ0672'1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN 8 BY
 QQ0672'8-INCH METAL PLATE.  THE PIPE AND SLEEVE DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0671 ***********************************************************************
 QQ0671  DESIGNATION -  I29 239.25
 QQ0671  PID         -  QQ0671
 QQ0671  STATE/COUNTY-  SD/ROBERTS
 QQ0671  COUNTRY     -  US
 QQ0671  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0671
 QQ0671                         *CURRENT SURVEY CONTROL
 QQ0671  ______________________________________________________________________
 QQ0671* NAD 83(1986) POSITION- 45 45 14.     (N) 096 55 24.     (W)   SCALED
 QQ0671* NAVD 88 ORTHO HEIGHT -   350.173 (meters)     1148.86  (feet) ADJUSTED
 QQ0671  ______________________________________________________________________
 QQ0671  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 QQ0671  DYNAMIC HEIGHT  -        350.163 (meters)     1148.83  (feet) COMP
 QQ0671  MODELED GRAVITY -    980,576.0   (mgal)                       NAVD 88
 QQ0671
 QQ0671  VERT ORDER      -  FIRST     CLASS II
 QQ0671
 QQ0671.The horizontal coordinates were scaled from a map and have
 QQ0671.an estimated accuracy of +/- 6 seconds.
 QQ0671
 QQ0671.The orthometric height was determined by differential leveling and
 QQ0671.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0671.in June 1991.
 QQ0671
 QQ0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0671.GEOID18 height accuracy estimate available here.
 QQ0671
 QQ0671.Click photographs - Photos may exist for this station.
 QQ0671
 QQ0671.The dynamic height is computed by dividing the NAVD 88
 QQ0671.geopotential number by the normal gravity value computed on the
 QQ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0671.degrees latitude (g = 980.6199 gals.).
 QQ0671
 QQ0671.The modeled gravity was interpolated from observed gravity values.
 QQ0671
 QQ0671;                    North         East    Units  Estimated Accuracy
 QQ0671;SPC SD N     -   217,970.      839,330.      MT  (+/- 180 meters Scaled)
 QQ0671
 QQ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR615688(NAD 83)
 QQ0671
 QQ0671                          SUPERSEDED SURVEY CONTROL
 QQ0671
 QQ0671.No superseded survey control is available for this station.
 QQ0671
 QQ0671_MARKER: DB = BENCH MARK DISK
 QQ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0671_STAMPING: 29-239.25 1981 1147.98
 QQ0671_MARK LOGO: SDDT
 QQ0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0671+STABILITY: SURFACE MOTION
 QQ0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0671+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0671
 QQ0671  HISTORY     - Date     Condition        Report By
 QQ0671  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0671  HISTORY     - 19900725 GOOD             NGS
 QQ0671
 QQ0671                          STATION DESCRIPTION
 QQ0671
 QQ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0671'11.6 KM (7.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0671'JUNCTION OF STATE HIGHWAY 10 (SISSETON EXIT 232), 0.4 KM (0.2 MI)
 QQ0671'NORTHEAST OF MILEPOST 239, 38.1 M (125.0 FT) SOUTHWEST OF A FENCE
 QQ0671'CORNER, 29.4 M (96.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 QQ0671'NORTHBOUND LANES OF THE HIGHWAY, 22.8 M (74.8 FT) NORTHEAST OF THE
 QQ0671'MOST NORTHEASTERLY OF 2 FENCE BRACE POSTS, 0.3 M (1.0 FT) NORTHWEST
 QQ0671'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW
 QQ0671'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0670 ***********************************************************************
 QQ0670  DESIGNATION -  I29 240.40
 QQ0670  PID         -  QQ0670
 QQ0670  STATE/COUNTY-  SD/ROBERTS
 QQ0670  COUNTRY     -  US
 QQ0670  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0670
 QQ0670                         *CURRENT SURVEY CONTROL
 QQ0670  ______________________________________________________________________
 QQ0670* NAD 83(1986) POSITION- 45 46 06.     (N) 096 54 43.     (W)   SCALED
 QQ0670* NAVD 88 ORTHO HEIGHT -   343.746 (meters)     1127.77  (feet) ADJUSTED
 QQ0670  ______________________________________________________________________
 QQ0670  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 QQ0670  DYNAMIC HEIGHT  -        343.737 (meters)     1127.74  (feet) COMP
 QQ0670  MODELED GRAVITY -    980,578.3   (mgal)                       NAVD 88
 QQ0670
 QQ0670  VERT ORDER      -  FIRST     CLASS II
 QQ0670
 QQ0670.The horizontal coordinates were scaled from a map and have
 QQ0670.an estimated accuracy of +/- 6 seconds.
 QQ0670
 QQ0670.The orthometric height was determined by differential leveling and
 QQ0670.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0670.in June 1991.
 QQ0670
 QQ0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0670.GEOID18 height accuracy estimate available here.
 QQ0670
 QQ0670.Click photographs - Photos may exist for this station.
 QQ0670
 QQ0670.The dynamic height is computed by dividing the NAVD 88
 QQ0670.geopotential number by the normal gravity value computed on the
 QQ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0670.degrees latitude (g = 980.6199 gals.).
 QQ0670
 QQ0670.The modeled gravity was interpolated from observed gravity values.
 QQ0670
 QQ0670;                    North         East    Units  Estimated Accuracy
 QQ0670;SPC SD N     -   219,610.      840,150.      MT  (+/- 180 meters Scaled)
 QQ0670
 QQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR623704(NAD 83)
 QQ0670
 QQ0670                          SUPERSEDED SURVEY CONTROL
 QQ0670
 QQ0670.No superseded survey control is available for this station.
 QQ0670
 QQ0670_MARKER: DB = BENCH MARK DISK
 QQ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0670_STAMPING: 29-240.40 1981 1226.88
 QQ0670_MARK LOGO: SDDT
 QQ0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0670+STABILITY: SURFACE MOTION
 QQ0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0670+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0670
 QQ0670  HISTORY     - Date     Condition        Report By
 QQ0670  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0670  HISTORY     - 19900725 GOOD             NGS
 QQ0670
 QQ0670                          STATION DESCRIPTION
 QQ0670
 QQ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0670'10.0 KM (6.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0670'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 0.65 KM (0.40
 QQ0670'MI) NORTHEAST OF MILEPOST 240, 29.0 M (95.1 FT) SOUTHEAST OF AND
 QQ0670'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.3
 QQ0670'M (27.2 FT) SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2 FENCE BRACE
 QQ0670'POSTS, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 QQ0670'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0669 ***********************************************************************
 QQ0669  DESIGNATION -  I29 241.45
 QQ0669  PID         -  QQ0669
 QQ0669  STATE/COUNTY-  SD/ROBERTS
 QQ0669  COUNTRY     -  US
 QQ0669  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0669
 QQ0669                         *CURRENT SURVEY CONTROL
 QQ0669  ______________________________________________________________________
 QQ0669* NAD 83(1986) POSITION- 45 46 54.     (N) 096 54 04.     (W)   SCALED
 QQ0669* NAVD 88 ORTHO HEIGHT -   331.491 (meters)     1087.57  (feet) ADJUSTED
 QQ0669  ______________________________________________________________________
 QQ0669  GEOID HEIGHT    -        -26.009 (meters)                     GEOID18
 QQ0669  DYNAMIC HEIGHT  -        331.483 (meters)     1087.54  (feet) COMP
 QQ0669  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 QQ0669
 QQ0669  VERT ORDER      -  FIRST     CLASS II
 QQ0669
 QQ0669.The horizontal coordinates were scaled from a map and have
 QQ0669.an estimated accuracy of +/- 6 seconds.
 QQ0669
 QQ0669.The orthometric height was determined by differential leveling and
 QQ0669.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0669.in June 1991.
 QQ0669
 QQ0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0669.GEOID18 height accuracy estimate available here.
 QQ0669
 QQ0669.Click photographs - Photos may exist for this station.
 QQ0669
 QQ0669.The dynamic height is computed by dividing the NAVD 88
 QQ0669.geopotential number by the normal gravity value computed on the
 QQ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0669.degrees latitude (g = 980.6199 gals.).
 QQ0669
 QQ0669.The modeled gravity was interpolated from observed gravity values.
 QQ0669
 QQ0669;                    North         East    Units  Estimated Accuracy
 QQ0669;SPC SD N     -   221,130.      840,940.      MT  (+/- 180 meters Scaled)
 QQ0669
 QQ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR631719(NAD 83)
 QQ0669
 QQ0669                          SUPERSEDED SURVEY CONTROL
 QQ0669
 QQ0669.No superseded survey control is available for this station.
 QQ0669
 QQ0669_MARKER: DB = BENCH MARK DISK
 QQ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0669_STAMPING: 29-241.45 1981 1086.66
 QQ0669_MARK LOGO: SDDT
 QQ0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0669+STABILITY: SURFACE MOTION
 QQ0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0669+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0669
 QQ0669  HISTORY     - Date     Condition        Report By
 QQ0669  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0669  HISTORY     - 19900725 GOOD             NGS
 QQ0669
 QQ0669                          STATION DESCRIPTION
 QQ0669
 QQ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0669'8.3 KM (5.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0669'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 0.7 KM (0.4
 QQ0669'MI) NORTHEAST OF MILEPOST 241, 50.7 M (166.3 FT) NORTHEAST OF THE
 QQ0669'MOST NORTHEASTERLY OF 2 FENCE BRACE POSTS, 29.3 M (96.1 FT) SOUTHEAST
 QQ0669'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 QQ0669'HIGHWAY, 0.35 M (1.15 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND
 QQ0669'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0666 ***********************************************************************
 QQ0666  DESIGNATION -  I29 242.0
 QQ0666  PID         -  QQ0666
 QQ0666  STATE/COUNTY-  SD/ROBERTS
 QQ0666  COUNTRY     -  US
 QQ0666  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0666
 QQ0666                         *CURRENT SURVEY CONTROL
 QQ0666  ______________________________________________________________________
 QQ0666* NAD 83(1986) POSITION- 45 47 34.     (N) 096 53 39.     (W)   SCALED
 QQ0666* NAVD 88 ORTHO HEIGHT -   334.037 (meters)     1095.92  (feet) ADJUSTED
 QQ0666  ______________________________________________________________________
 QQ0666  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 QQ0666  DYNAMIC HEIGHT  -        334.030 (meters)     1095.90  (feet) COMP
 QQ0666  MODELED GRAVITY -    980,584.5   (mgal)                       NAVD 88
 QQ0666
 QQ0666  VERT ORDER      -  FIRST     CLASS II
 QQ0666
 QQ0666.The horizontal coordinates were scaled from a map and have
 QQ0666.an estimated accuracy of +/- 6 seconds.
 QQ0666
 QQ0666.The orthometric height was determined by differential leveling and
 QQ0666.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0666.in June 1991.
 QQ0666
 QQ0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0666.GEOID18 height accuracy estimate available here.
 QQ0666
 QQ0666.Click photographs - Photos may exist for this station.
 QQ0666
 QQ0666.The dynamic height is computed by dividing the NAVD 88
 QQ0666.geopotential number by the normal gravity value computed on the
 QQ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0666.degrees latitude (g = 980.6199 gals.).
 QQ0666
 QQ0666.The modeled gravity was interpolated from observed gravity values.
 QQ0666
 QQ0666;                    North         East    Units  Estimated Accuracy
 QQ0666;SPC SD N     -   222,380.      841,430.      MT  (+/- 180 meters Scaled)
 QQ0666
 QQ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR636731(NAD 83)
 QQ0666
 QQ0666                          SUPERSEDED SURVEY CONTROL
 QQ0666
 QQ0666.No superseded survey control is available for this station.
 QQ0666
 QQ0666_MARKER: Z = SEE DESCRIPTION
 QQ0666_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0666_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0666+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0666
 QQ0666  HISTORY     - Date     Condition        Report By
 QQ0666  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0666  HISTORY     - 19900725 GOOD             NGS
 QQ0666
 QQ0666                          STATION DESCRIPTION
 QQ0666
 QQ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0666'6.9 KM (4.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0666'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 0.45 KM (0.28
 QQ0666'MI) NORTHEAST OF MILEPOST 242, 0.25 KM (0.16 MI) NORTHEAST OF THE
 QQ0666'INTERSECTION OF COUNTY ROAD 23 (EXIT 242), 102.0 M (334.6 FT)
 QQ0666'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 QQ0666'42.0 M (137.8 FT) NORTHWEST OF AND LEVEL WITH THE CENTER OF THE
 QQ0666'SOUTHBOUND OFF RAMP, 8.5 M (27.9 FT) SOUTH OF THE MOST WESTERLY OF 5
 QQ0666'FENCE BRACE POSTS, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 QQ0666'NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP ATTACHED TO A 1
 QQ0666'1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN 8 BY
 QQ0666'8-INCH METAL PLATE.  THE PIPE AND SLEEVE DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0667 ***********************************************************************
 QQ0667  DESIGNATION -  I29 242.14
 QQ0667  PID         -  QQ0667
 QQ0667  STATE/COUNTY-  SD/ROBERTS
 QQ0667  COUNTRY     -  US
 QQ0667  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0667
 QQ0667                         *CURRENT SURVEY CONTROL
 QQ0667  ______________________________________________________________________
 QQ0667* NAD 83(1986) POSITION- 45 47 26.     (N) 096 53 40.     (W)   SCALED
 QQ0667* NAVD 88 ORTHO HEIGHT -   337.283 (meters)     1106.57  (feet) ADJUSTED
 QQ0667  ______________________________________________________________________
 QQ0667  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 QQ0667  DYNAMIC HEIGHT  -        337.275 (meters)     1106.54  (feet) COMP
 QQ0667  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 QQ0667
 QQ0667  VERT ORDER      -  FIRST     CLASS II
 QQ0667
 QQ0667.The horizontal coordinates were scaled from a map and have
 QQ0667.an estimated accuracy of +/- 6 seconds.
 QQ0667
 QQ0667.The orthometric height was determined by differential leveling and
 QQ0667.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0667.in June 1991.
 QQ0667
 QQ0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0667.GEOID18 height accuracy estimate available here.
 QQ0667
 QQ0667.Click photographs - Photos may exist for this station.
 QQ0667
 QQ0667.The dynamic height is computed by dividing the NAVD 88
 QQ0667.geopotential number by the normal gravity value computed on the
 QQ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0667.degrees latitude (g = 980.6199 gals.).
 QQ0667
 QQ0667.The modeled gravity was interpolated from observed gravity values.
 QQ0667
 QQ0667;                    North         East    Units  Estimated Accuracy
 QQ0667;SPC SD N     -   222,130.      841,420.      MT  (+/- 180 meters Scaled)
 QQ0667
 QQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR636729(NAD 83)
 QQ0667
 QQ0667                          SUPERSEDED SURVEY CONTROL
 QQ0667
 QQ0667.No superseded survey control is available for this station.
 QQ0667
 QQ0667_MARKER: DB = BENCH MARK DISK
 QQ0667_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0667_SP_SET: ABUTMENT
 QQ0667_STAMPING: 29-242.14 1981 1105.66
 QQ0667_MARK LOGO: SDDT
 QQ0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0667+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0667
 QQ0667  HISTORY     - Date     Condition        Report By
 QQ0667  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0667  HISTORY     - 19900725 GOOD             NGS
 QQ0667  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0667
 QQ0667                          STATION DESCRIPTION
 QQ0667
 QQ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0667'7.2 KM (4.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0667'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), IN TOP OF AND
 QQ0667'1.0 M (3.3 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF
 QQ0667'THE SOUTHBOUND HIGHWAY OVERPASS OF COUNTY ROAD 23 (EXIT 242), 0.2 KM
 QQ0667'(0.1 MI) NORTHEAST OF MILEPOST 242, AND 7.6 M (24.9 FT) NORTHWEST OF
 QQ0667'AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 QQ0667
 QQ0667                          STATION RECOVERY (2013)
 QQ0667
 QQ0667'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0668 ***********************************************************************
 QQ0668  DESIGNATION -  I29 242.15
 QQ0668  PID         -  QQ0668
 QQ0668  STATE/COUNTY-  SD/ROBERTS
 QQ0668  COUNTRY     -  US
 QQ0668  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0668
 QQ0668                         *CURRENT SURVEY CONTROL
 QQ0668  ______________________________________________________________________
 QQ0668* NAD 83(1986) POSITION- 45 47 26.     (N) 096 53 38.     (W)   SCALED
 QQ0668* NAVD 88 ORTHO HEIGHT -   337.278 (meters)     1106.55  (feet) ADJUSTED
 QQ0668  ______________________________________________________________________
 QQ0668  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 QQ0668  DYNAMIC HEIGHT  -        337.271 (meters)     1106.53  (feet) COMP
 QQ0668  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 QQ0668
 QQ0668  VERT ORDER      -  FIRST     CLASS II
 QQ0668
 QQ0668.The horizontal coordinates were scaled from a map and have
 QQ0668.an estimated accuracy of +/- 6 seconds.
 QQ0668
 QQ0668.The orthometric height was determined by differential leveling and
 QQ0668.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0668.in June 1991.
 QQ0668
 QQ0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0668.GEOID18 height accuracy estimate available here.
 QQ0668
 QQ0668.Click photographs - Photos may exist for this station.
 QQ0668
 QQ0668.The dynamic height is computed by dividing the NAVD 88
 QQ0668.geopotential number by the normal gravity value computed on the
 QQ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0668.degrees latitude (g = 980.6199 gals.).
 QQ0668
 QQ0668.The modeled gravity was interpolated from observed gravity values.
 QQ0668
 QQ0668;                    North         East    Units  Estimated Accuracy
 QQ0668;SPC SD N     -   222,130.      841,460.      MT  (+/- 180 meters Scaled)
 QQ0668
 QQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR636729(NAD 83)
 QQ0668
 QQ0668                          SUPERSEDED SURVEY CONTROL
 QQ0668
 QQ0668.No superseded survey control is available for this station.
 QQ0668
 QQ0668_MARKER: DB = BENCH MARK DISK
 QQ0668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0668_SP_SET: ABUTMENT
 QQ0668_STAMPING: 29-242.15 1981 1105.66
 QQ0668_MARK LOGO: SDDT
 QQ0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0668+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0668
 QQ0668  HISTORY     - Date     Condition        Report By
 QQ0668  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0668  HISTORY     - 19900725 GOOD             NGS
 QQ0668  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0668
 QQ0668                          STATION DESCRIPTION
 QQ0668
 QQ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0668'7.2 KM (4.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0668'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), IN TOP OF AND
 QQ0668'1.0 M (3.3 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 QQ0668'THE NORTHBOUND HIGHWAY OVERPASS OF COUNTY ROAD 23 (EXIT 242), 0.2 KM
 QQ0668'(0.1 MI) NORTHEAST OF MILEPOST 242, AND 7.4 M (24.3 FT) SOUTHEAST OF
 QQ0668'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY.
 QQ0668
 QQ0668                          STATION RECOVERY (2013)
 QQ0668
 QQ0668'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0665 ***********************************************************************
 QQ0665  DESIGNATION -  I29 242.70
 QQ0665  PID         -  QQ0665
 QQ0665  STATE/COUNTY-  SD/ROBERTS
 QQ0665  COUNTRY     -  US
 QQ0665  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0665
 QQ0665                         *CURRENT SURVEY CONTROL
 QQ0665  ______________________________________________________________________
 QQ0665* NAD 83(1986) POSITION- 45 47 50.     (N) 096 53 17.     (W)   SCALED
 QQ0665* NAVD 88 ORTHO HEIGHT -   329.685 (meters)     1081.64  (feet) ADJUSTED
 QQ0665  ______________________________________________________________________
 QQ0665  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 QQ0665  DYNAMIC HEIGHT  -        329.678 (meters)     1081.62  (feet) COMP
 QQ0665  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 QQ0665
 QQ0665  VERT ORDER      -  FIRST     CLASS II
 QQ0665
 QQ0665.The horizontal coordinates were scaled from a map and have
 QQ0665.an estimated accuracy of +/- 6 seconds.
 QQ0665
 QQ0665.The orthometric height was determined by differential leveling and
 QQ0665.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0665.in June 1991.
 QQ0665
 QQ0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0665.GEOID18 height accuracy estimate available here.
 QQ0665
 QQ0665.Click photographs - Photos may exist for this station.
 QQ0665
 QQ0665.The dynamic height is computed by dividing the NAVD 88
 QQ0665.geopotential number by the normal gravity value computed on the
 QQ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0665.degrees latitude (g = 980.6199 gals.).
 QQ0665
 QQ0665.The modeled gravity was interpolated from observed gravity values.
 QQ0665
 QQ0665;                    North         East    Units  Estimated Accuracy
 QQ0665;SPC SD N     -   222,890.      841,890.      MT  (+/- 180 meters Scaled)
 QQ0665
 QQ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR641736(NAD 83)
 QQ0665
 QQ0665                          SUPERSEDED SURVEY CONTROL
 QQ0665
 QQ0665.No superseded survey control is available for this station.
 QQ0665
 QQ0665_MARKER: DB = BENCH MARK DISK
 QQ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0665_STAMPING: 29-242.70 1981 1080.70
 QQ0665_MARK LOGO: SDDT
 QQ0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0665+STABILITY: SURFACE MOTION
 QQ0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0665+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0665
 QQ0665  HISTORY     - Date     Condition        Report By
 QQ0665  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0665  HISTORY     - 19900725 GOOD             NGS
 QQ0665
 QQ0665                          STATION DESCRIPTION
 QQ0665
 QQ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0665'6.3 KM (3.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0665'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 1.1 KM (0.7
 QQ0665'MI) NORTHEAST OF MILEPOST 242, 0.9 KM (0.6 MI) NORTHEAST OF THE
 QQ0665'INTERSECTION OF COUNTY ROAD 23 (EXIT 242), 66.7 M (218.8 FT)
 QQ0665'SOUTHWEST OF A FENCE CORNER, 29.1 M (95.5 FT) SOUTHEAST OF AND LEVEL
 QQ0665'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 33.9 M
 QQ0665'(111.2 FT) SOUTHWEST OF A T-FENCE CORNER, 0.4 M (1.3 FT) NORTHWEST OF
 QQ0665'A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW
 QQ0665'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0664 ***********************************************************************
 QQ0664  DESIGNATION -  I29 243.27
 QQ0664  PID         -  QQ0664
 QQ0664  STATE/COUNTY-  SD/ROBERTS
 QQ0664  COUNTRY     -  US
 QQ0664  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0664
 QQ0664                         *CURRENT SURVEY CONTROL
 QQ0664  ______________________________________________________________________
 QQ0664* NAD 83(1986) POSITION- 45 48 17.14   (N) 096 52 55.80   (W)   HD_HELD1
 QQ0664* NAVD 88 ORTHO HEIGHT -   332.852 (meters)     1092.03  (feet) ADJUSTED
 QQ0664  ______________________________________________________________________
 QQ0664  GEOID HEIGHT    -        -26.032 (meters)                     GEOID18
 QQ0664  DYNAMIC HEIGHT  -        332.846 (meters)     1092.01  (feet) COMP
 QQ0664  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 QQ0664
 QQ0664  VERT ORDER      -  FIRST     CLASS II
 QQ0664
 QQ0664.The horizontal coordinates were determined by differentially corrected
 QQ0664.hand held GPS observations or other comparable positioning techniques
 QQ0664.and have an estimated accuracy of +/- 3 meters.
 QQ0664
 QQ0664.The orthometric height was determined by differential leveling and
 QQ0664.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0664.in June 1991.
 QQ0664
 QQ0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0664.GEOID18 height accuracy estimate available here.
 QQ0664
 QQ0664.Click photographs - Photos may exist for this station.
 QQ0664
 QQ0664.The dynamic height is computed by dividing the NAVD 88
 QQ0664.geopotential number by the normal gravity value computed on the
 QQ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0664.degrees latitude (g = 980.6199 gals.).
 QQ0664
 QQ0664.The modeled gravity was interpolated from observed gravity values.
 QQ0664
 QQ0664;                    North         East    Units  Estimated Accuracy
 QQ0664;SPC SD N     -   223,747.1     842,312.0     MT  (+/- 3 meters HH1 GPS) 
 QQ0664
 QQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6456374536(NAD 83)
 QQ0664
 QQ0664                          SUPERSEDED SURVEY CONTROL
 QQ0664
 QQ0664.No superseded survey control is available for this station.
 QQ0664
 QQ0664_MARKER: DB = BENCH MARK DISK
 QQ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0664_STAMPING: 1091.0 19 1091.04
 QQ0664_MARK LOGO: SDDT
 QQ0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0664+STABILITY: SURFACE MOTION
 QQ0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0664+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0664
 QQ0664  HISTORY     - Date     Condition        Report By
 QQ0664  HISTORY     - UNK      MONUMENTED       SDDT
 QQ0664  HISTORY     - 19900725 GOOD             NGS
 QQ0664
 QQ0664                          STATION DESCRIPTION
 QQ0664
 QQ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0664'5.3 KM (3.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0664'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 0.45 KM (0.28
 QQ0664'MI) NORTHEAST OF MILEPOST 243, 35.7 M (117.1 FT) SOUTHWEST OF THE
 QQ0664'EXTENDED CENTER OF AN ABANDONED ROAD, 28.9 M (94.8 FT) SOUTHEAST OF
 QQ0664'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 QQ0664'BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTHWEST OF A
 QQ0664'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QQ0664'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0663 ***********************************************************************
 QQ0663  DESIGNATION -  I29 243.91
 QQ0663  PID         -  QQ0663
 QQ0663  STATE/COUNTY-  SD/ROBERTS
 QQ0663  COUNTRY     -  US
 QQ0663  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0663
 QQ0663                         *CURRENT SURVEY CONTROL
 QQ0663  ______________________________________________________________________
 QQ0663* NAD 83(1986) POSITION- 45 48 46.     (N) 096 52 33.     (W)   SCALED
 QQ0663* NAVD 88 ORTHO HEIGHT -   333.360 (meters)     1093.70  (feet) ADJUSTED
 QQ0663  ______________________________________________________________________
 QQ0663  GEOID HEIGHT    -        -26.040 (meters)                     GEOID18
 QQ0663  DYNAMIC HEIGHT  -        333.354 (meters)     1093.68  (feet) COMP
 QQ0663  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 QQ0663
 QQ0663  VERT ORDER      -  FIRST     CLASS II
 QQ0663
 QQ0663.The horizontal coordinates were scaled from a map and have
 QQ0663.an estimated accuracy of +/- 6 seconds.
 QQ0663
 QQ0663.The orthometric height was determined by differential leveling and
 QQ0663.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0663.in June 1991.
 QQ0663
 QQ0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0663.GEOID18 height accuracy estimate available here.
 QQ0663
 QQ0663.Click photographs - Photos may exist for this station.
 QQ0663
 QQ0663.The dynamic height is computed by dividing the NAVD 88
 QQ0663.geopotential number by the normal gravity value computed on the
 QQ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0663.degrees latitude (g = 980.6199 gals.).
 QQ0663
 QQ0663.The modeled gravity was interpolated from observed gravity values.
 QQ0663
 QQ0663;                    North         East    Units  Estimated Accuracy
 QQ0663;SPC SD N     -   224,660.      842,770.      MT  (+/- 180 meters Scaled)
 QQ0663
 QQ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR650754(NAD 83)
 QQ0663
 QQ0663                          SUPERSEDED SURVEY CONTROL
 QQ0663
 QQ0663.No superseded survey control is available for this station.
 QQ0663
 QQ0663_MARKER: DB = BENCH MARK DISK
 QQ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0663_STAMPING: 29-243.91 1981 1093.20
 QQ0663_MARK LOGO: SDDT
 QQ0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0663+STABILITY: SURFACE MOTION
 QQ0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0663+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0663
 QQ0663  HISTORY     - Date     Condition        Report By
 QQ0663  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0663  HISTORY     - 19900725 GOOD             NGS
 QQ0663
 QQ0663                          STATION DESCRIPTION
 QQ0663
 QQ0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0663'4.3 KM (2.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0663'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 1.45 KM (0.90
 QQ0663'MI) NORTHEAST OF MILEPOST 243, 29.0 M (95.1 FT) SOUTHEAST OF THE
 QQ0663'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.2 M (33.5 FT)
 QQ0663'NORTHEAST OF A Y-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 QQ0663'HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 QQ0663'AND THE MONUMENT IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0662 ***********************************************************************
 QQ0662  DESIGNATION -  I29 244.95
 QQ0662  PID         -  QQ0662
 QQ0662  STATE/COUNTY-  SD/ROBERTS
 QQ0662  COUNTRY     -  US
 QQ0662  USGS QUAD   -  VICTOR (2017)
 QQ0662
 QQ0662                         *CURRENT SURVEY CONTROL
 QQ0662  ______________________________________________________________________
 QQ0662* NAD 83(1986) POSITION- 45 49 34.     (N) 096 51 55.     (W)   SCALED
 QQ0662* NAVD 88 ORTHO HEIGHT -   332.476 (meters)     1090.80  (feet) ADJUSTED
 QQ0662  ______________________________________________________________________
 QQ0662  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 QQ0662  DYNAMIC HEIGHT  -        332.471 (meters)     1090.78  (feet) COMP
 QQ0662  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 QQ0662
 QQ0662  VERT ORDER      -  FIRST     CLASS II
 QQ0662
 QQ0662.The horizontal coordinates were scaled from a map and have
 QQ0662.an estimated accuracy of +/- 6 seconds.
 QQ0662
 QQ0662.The orthometric height was determined by differential leveling and
 QQ0662.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0662.in June 1991.
 QQ0662
 QQ0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0662.GEOID18 height accuracy estimate available here.
 QQ0662
 QQ0662.Click photographs - Photos may exist for this station.
 QQ0662
 QQ0662.The dynamic height is computed by dividing the NAVD 88
 QQ0662.geopotential number by the normal gravity value computed on the
 QQ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0662.degrees latitude (g = 980.6199 gals.).
 QQ0662
 QQ0662.The modeled gravity was interpolated from observed gravity values.
 QQ0662
 QQ0662;                    North         East    Units  Estimated Accuracy
 QQ0662;SPC SD N     -   226,170.      843,530.      MT  (+/- 180 meters Scaled)
 QQ0662
 QQ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR658769(NAD 83)
 QQ0662
 QQ0662                          SUPERSEDED SURVEY CONTROL
 QQ0662
 QQ0662.No superseded survey control is available for this station.
 QQ0662
 QQ0662_MARKER: DB = BENCH MARK DISK
 QQ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0662_STAMPING: 29-244.95 1981 1090.29
 QQ0662_MARK LOGO: SDDT
 QQ0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0662+STABILITY: SURFACE MOTION
 QQ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0662+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0662
 QQ0662  HISTORY     - Date     Condition        Report By
 QQ0662  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0662  HISTORY     - 19900725 GOOD             NGS
 QQ0662
 QQ0662                          STATION DESCRIPTION
 QQ0662
 QQ0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0662'2.6 KM (1.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0662'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 1.55 KM (0.96
 QQ0662'MI) SOUTH OF MILEPOST 246, 82.4 M (270.3 FT) SOUTH OF MILEPOST 245,
 QQ0662'29.3 M (96.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 QQ0662'OF THE HIGHWAY, 28.3 M (92.8 FT) SOUTHWEST OF THE MOST SOUTHWESTERLY
 QQ0662'OF 2 FENCE BRACE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 QQ0662'HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 QQ0662'AND THE MONUMENT IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0661 ***********************************************************************
 QQ0661  DESIGNATION -  I29 246.02
 QQ0661  PID         -  QQ0661
 QQ0661  STATE/COUNTY-  SD/ROBERTS
 QQ0661  COUNTRY     -  US
 QQ0661  USGS QUAD   -  VICTOR (2017)
 QQ0661
 QQ0661                         *CURRENT SURVEY CONTROL
 QQ0661  ______________________________________________________________________
 QQ0661* NAD 83(1986) POSITION- 45 50 30.     (N) 096 51 53.     (W)   SCALED
 QQ0661* NAVD 88 ORTHO HEIGHT -   331.699 (meters)     1088.25  (feet) ADJUSTED
 QQ0661  ______________________________________________________________________
 QQ0661  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 QQ0661  DYNAMIC HEIGHT  -        331.695 (meters)     1088.24  (feet) COMP
 QQ0661  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 QQ0661
 QQ0661  VERT ORDER      -  FIRST     CLASS II
 QQ0661
 QQ0661.The horizontal coordinates were scaled from a map and have
 QQ0661.an estimated accuracy of +/- 6 seconds.
 QQ0661
 QQ0661.The orthometric height was determined by differential leveling and
 QQ0661.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0661.in June 1991.
 QQ0661
 QQ0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0661.GEOID18 height accuracy estimate available here.
 QQ0661
 QQ0661.Click photographs - Photos may exist for this station.
 QQ0661
 QQ0661.The dynamic height is computed by dividing the NAVD 88
 QQ0661.geopotential number by the normal gravity value computed on the
 QQ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0661.degrees latitude (g = 980.6199 gals.).
 QQ0661
 QQ0661.The modeled gravity was interpolated from observed gravity values.
 QQ0661
 QQ0661;                    North         East    Units  Estimated Accuracy
 QQ0661;SPC SD N     -   227,900.      843,510.      MT  (+/- 180 meters Scaled)
 QQ0661
 QQ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR658786(NAD 83)
 QQ0661
 QQ0661                          SUPERSEDED SURVEY CONTROL
 QQ0661
 QQ0661.No superseded survey control is available for this station.
 QQ0661
 QQ0661_MARKER: DB = BENCH MARK DISK
 QQ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0661_STAMPING: 29-246.02 1981 1087.73
 QQ0661_MARK LOGO: SDDT
 QQ0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0661+STABILITY: SURFACE MOTION
 QQ0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0661+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0661
 QQ0661  HISTORY     - Date     Condition        Report By
 QQ0661  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0661  HISTORY     - 19900725 GOOD             NGS
 QQ0661
 QQ0661                          STATION DESCRIPTION
 QQ0661
 QQ0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0661'0.9 KM (0.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0661'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 38.2 M (125.3
 QQ0661'FT) NORTHEAST OF MILEPOST 246, 29.2 M (95.8 FT) EAST OF THE
 QQ0661'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 QQ0661'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST
 QQ0661'AND FENCE, AND THE MONUMENT IS 0.04 M (0.13 FT) BELOW THE GROUND
 QQ0661'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0660 ***********************************************************************
 QQ0660  DESIGNATION -  I29 246.4
 QQ0660  PID         -  QQ0660
 QQ0660  STATE/COUNTY-  SD/ROBERTS
 QQ0660  COUNTRY     -  US
 QQ0660  USGS QUAD   -  VICTOR (2017)
 QQ0660
 QQ0660                         *CURRENT SURVEY CONTROL
 QQ0660  ______________________________________________________________________
 QQ0660* NAD 83(1986) POSITION- 45 50 53.     (N) 096 51 56.     (W)   SCALED
 QQ0660* NAVD 88 ORTHO HEIGHT -   333.177 (meters)     1093.10  (feet) ADJUSTED
 QQ0660  ______________________________________________________________________
 QQ0660  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 QQ0660  DYNAMIC HEIGHT  -        333.174 (meters)     1093.09  (feet) COMP
 QQ0660  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 QQ0660
 QQ0660  VERT ORDER      -  FIRST     CLASS II
 QQ0660
 QQ0660.The horizontal coordinates were scaled from a map and have
 QQ0660.an estimated accuracy of +/- 6 seconds.
 QQ0660
 QQ0660.The orthometric height was determined by differential leveling and
 QQ0660.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0660.in June 1991.
 QQ0660
 QQ0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0660.GEOID18 height accuracy estimate available here.
 QQ0660
 QQ0660.Click photographs - Photos may exist for this station.
 QQ0660
 QQ0660.The dynamic height is computed by dividing the NAVD 88
 QQ0660.geopotential number by the normal gravity value computed on the
 QQ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0660.degrees latitude (g = 980.6199 gals.).
 QQ0660
 QQ0660.The modeled gravity was interpolated from observed gravity values.
 QQ0660
 QQ0660;                    North         East    Units  Estimated Accuracy
 QQ0660;SPC SD N     -   228,610.      843,420.      MT  (+/- 180 meters Scaled)
 QQ0660
 QQ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR657793(NAD 83)
 QQ0660
 QQ0660                          SUPERSEDED SURVEY CONTROL
 QQ0660
 QQ0660.No superseded survey control is available for this station.
 QQ0660
 QQ0660_MARKER: Z = SEE DESCRIPTION
 QQ0660_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0660_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0660+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0660
 QQ0660  HISTORY     - Date     Condition        Report By
 QQ0660  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0660  HISTORY     - 19900725 GOOD             NGS
 QQ0660
 QQ0660                          STATION DESCRIPTION
 QQ0660
 QQ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0660'AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 127
 QQ0660'(NEW EFFINGTON EXIT 246) 0.75 KM (0.47 MI) NORTH OF MILEPOST 246,
 QQ0660'170.0 M (557.7 FT) SOUTH OF THE CENTERLINE OF THE STATE HIGHWAY, 52.2
 QQ0660'M (171.3 FT) EAST-NORTHEAST OF THE CENTER OF THE SOUTHBOUND ON RAMP,
 QQ0660'43.0 M (141.1 FT) (SLOPE MEASUREMENT) WEST OF THE CENTERLINE OF THE
 QQ0660'SOUTHBOUND LANES OF THE HIGHWAY, 6.0 M (19.7 FT) BELOW THE LEVEL OF
 QQ0660'THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--THE
 QQ0660'DATUM POINT IS AN UNSTAMPED IRON PIPE CAP ATTACHED TO A 1 1/2 INCH
 QQ0660'IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN 8 BY 8-INCH METAL
 QQ0660'PLATE.  THE PIPE AND SLEEVE DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0659 ***********************************************************************
 QQ0659  DESIGNATION -  I29 246.56
 QQ0659  PID         -  QQ0659
 QQ0659  STATE/COUNTY-  SD/ROBERTS
 QQ0659  COUNTRY     -  US
 QQ0659  USGS QUAD   -  VICTOR (2017)
 QQ0659
 QQ0659                         *CURRENT SURVEY CONTROL
 QQ0659  ______________________________________________________________________
 QQ0659* NAD 83(1986) POSITION- 45 50 58.     (N) 096 51 54.     (W)   SCALED
 QQ0659* NAVD 88 ORTHO HEIGHT -   339.668 (meters)     1114.39  (feet) ADJUSTED
 QQ0659  ______________________________________________________________________
 QQ0659  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 QQ0659  DYNAMIC HEIGHT  -        339.664 (meters)     1114.38  (feet) COMP
 QQ0659  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 QQ0659
 QQ0659  VERT ORDER      -  FIRST     CLASS II
 QQ0659
 QQ0659.The horizontal coordinates were scaled from a map and have
 QQ0659.an estimated accuracy of +/- 6 seconds.
 QQ0659
 QQ0659.The orthometric height was determined by differential leveling and
 QQ0659.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0659.in June 1991.
 QQ0659
 QQ0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0659.GEOID18 height accuracy estimate available here.
 QQ0659
 QQ0659.Click photographs - Photos may exist for this station.
 QQ0659
 QQ0659.The dynamic height is computed by dividing the NAVD 88
 QQ0659.geopotential number by the normal gravity value computed on the
 QQ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0659.degrees latitude (g = 980.6199 gals.).
 QQ0659
 QQ0659.The modeled gravity was interpolated from observed gravity values.
 QQ0659
 QQ0659;                    North         East    Units  Estimated Accuracy
 QQ0659;SPC SD N     -   228,760.      843,450.      MT  (+/- 180 meters Scaled)
 QQ0659
 QQ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR657795(NAD 83)
 QQ0659
 QQ0659                          SUPERSEDED SURVEY CONTROL
 QQ0659
 QQ0659.No superseded survey control is available for this station.
 QQ0659
 QQ0659_MARKER: DB = BENCH MARK DISK
 QQ0659_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0659_SP_SET: ABUTMENT
 QQ0659_STAMPING: 29-246.56 1981 1113.89
 QQ0659_MARK LOGO: SDDT
 QQ0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0659+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0659
 QQ0659  HISTORY     - Date     Condition        Report By
 QQ0659  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0659  HISTORY     - 19900725 GOOD             NGS
 QQ0659  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0659
 QQ0659                          STATION DESCRIPTION
 QQ0659
 QQ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0659'AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND STATE HIGHWAY 127
 QQ0659'(NEW EFFINGTON EXIT 246), IN TOP OF AND 1.7 M (5.6 FT) EAST OF THE
 QQ0659'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE NORTHBOUND INTERSTATE
 QQ0659'HIGHWAY OVERPASS OF THE STATE HIGHWAY, 0.9 KM (0.6 MI) NORTH OF
 QQ0659'MILEPOST 246, 32.2 M (105.6 FT) SOUTH OF THE CENTERLINE OF THE STATE
 QQ0659'HIGHWAY, 6.1 M (20.0 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 QQ0659'NORTHBOUND LANES OF THE INTERSTATE HIGHWAY, AND 0.45 M (1.48 FT)
 QQ0659'NORTHWEST OF A WITNESS POST.
 QQ0659
 QQ0659                          STATION RECOVERY (2013)
 QQ0659
 QQ0659'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0658 ***********************************************************************
 QQ0658  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0658  DESIGNATION -  I29 246.9
 QQ0658  PID         -  QQ0658
 QQ0658  STATE/COUNTY-  SD/ROBERTS
 QQ0658  COUNTRY     -  US
 QQ0658  USGS QUAD   -  VICTOR (2017)
 QQ0658
 QQ0658                         *CURRENT SURVEY CONTROL
 QQ0658  ______________________________________________________________________
 QQ0658* NAD 83(2011) POSITION- 45 51 20.46383(N) 096 51 56.93101(W)   ADJUSTED
 QQ0658* NAD 83(2011) ELLIP HT-   309.354 (meters)        (06/27/12)   ADJUSTED
 QQ0658* NAD 83(2011) EPOCH   -  2010.00
 QQ0658* NAVD 88 ORTHO HEIGHT -   335.404 (meters)     1100.40  (feet) ADJUSTED
 QQ0658  ______________________________________________________________________
 QQ0658  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 QQ0658  NAD 83(2011) X  -   -531,980.149 (meters)                     COMP
 QQ0658  NAD 83(2011) Y  - -4,418,148.136 (meters)                     COMP
 QQ0658  NAD 83(2011) Z  -  4,554,312.227 (meters)                     COMP
 QQ0658  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 QQ0658  DYNAMIC HEIGHT  -        335.402 (meters)     1100.40  (feet) COMP
 QQ0658  MODELED GRAVITY -    980,597.3   (mgal)                       NAVD 88
 QQ0658
 QQ0658  VERT ORDER      -  FIRST     CLASS II
 QQ0658
 QQ0658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0658  Standards:
 QQ0658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0658  -------------------------------------------------------------------
 QQ0658  NETWORK    0.65   1.12           0.30   0.22   0.57      0.03617291
 QQ0658  -------------------------------------------------------------------
 QQ0658  Click here for local accuracies and other accuracy information.
 QQ0658
 QQ0658.The horizontal coordinates were established by GPS observations
 QQ0658.and adjusted by the National Geodetic Survey in June 2012.
 QQ0658
 QQ0658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0658.been affixed to the stable North American tectonic plate. See 
 QQ0658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0658
 QQ0658.The horizontal coordinates are valid at the epoch date displayed above
 QQ0658.which is a decimal equivalence of Year/Month/Day.
 QQ0658
 QQ0658.The orthometric height was determined by differential leveling and
 QQ0658.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0658.in June 1991.
 QQ0658
 QQ0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0658.GEOID18 height accuracy estimate available here.
 QQ0658
 QQ0658.Click photographs - Photos may exist for this station.
 QQ0658
 QQ0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0658
 QQ0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0658
 QQ0658.The ellipsoidal height was determined by GPS observations
 QQ0658.and is referenced to NAD 83.
 QQ0658
 QQ0658.The dynamic height is computed by dividing the NAVD 88
 QQ0658.geopotential number by the normal gravity value computed on the
 QQ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0658.degrees latitude (g = 980.6199 gals.).
 QQ0658
 QQ0658.The modeled gravity was interpolated from observed gravity values.
 QQ0658
 QQ0658. The following values were computed from the NAD 83(2011) position.
 QQ0658
 QQ0658;                    North         East     Units Scale Factor Converg.
 QQ0658;SPC SD N     -   229,452.126   843,363.199   MT  1.00003783   +2 13 05.5
 QQ0658;SPC SD N     -   752,794.18  2,766,934.10   sFT  1.00003783   +2 13 05.5
 QQ0658;UTM  14      - 5,080,228.029   665,682.960   MT  0.99993748   +1 31 54.5
 QQ0658
 QQ0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0658!SPC SD N     -   0.99995150  x   1.00003783  =   0.99998933
 QQ0658!UTM  14      -   0.99995150  x   0.99993748  =   0.99988899
 QQ0658
 QQ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6568280228(NAD 83)
 QQ0658
 QQ0658                          SUPERSEDED SURVEY CONTROL
 QQ0658
 QQ0658  NAD 83(2007)-  45 51 20.46376(N)    096 51 56.93199(W) AD(2002.00) 0
 QQ0658  ELLIP H (02/10/07)  309.387  (m)                       GP(2002.00)    
 QQ0658  ELLIP H (04/15/04)  309.435  (m)                       GP(       ) 2 1
 QQ0658  NAD 83(1996)-  45 51 20.46310(N)    096 51 56.93156(W) AD(       ) B
 QQ0658  ELLIP H (01/15/97)  309.406  (m)                       GP(       ) 4 1
 QQ0658  NAVD 88             335.40   (m)         1100.4    (f) LEVELING    3  
 QQ0658
 QQ0658.Superseded values are not recommended for survey control.
 QQ0658
 QQ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0658.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0658
 QQ0658_MARKER: P = PIPE CAP
 QQ0658_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0658_STAMPING: UNSTAMPED
 QQ0658_MARK LOGO: SDDT
 QQ0658_PROJECTION: RECESSED 0 CENTIMETERS
 QQ0658_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QQ0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0658+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2013
 QQ0658_ROD/PIPE-DEPTH: 6.40 meters
 QQ0658_SLEEVE-DEPTH  : 1.80 meters
 QQ0658
 QQ0658  HISTORY     - Date     Condition        Report By
 QQ0658  HISTORY     - 19810401 MONUMENTED       SDDT
 QQ0658  HISTORY     - 19900725 GOOD             NGS
 QQ0658  HISTORY     - 19950101 GOOD             SDDENR
 QQ0658  HISTORY     - 19950308 GOOD             MNDT
 QQ0658  HISTORY     - 19960624 GOOD             NGS
 QQ0658  HISTORY     - 200111   GOOD             MNDT
 QQ0658  HISTORY     - 20081007 GOOD             MNDT
 QQ0658  HISTORY     - 20101005 GOOD             MNDT
 QQ0658  HISTORY     - 20130612 GOOD             MNDT
 QQ0658  HISTORY     - 20130625 GOOD             MNDT
 QQ0658
 QQ0658                          STATION DESCRIPTION
 QQ0658
 QQ0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0658'0.7 KM (0.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0658'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 28.6 M (93.8
 QQ0658'FT) (SLOPE MEASUREMENT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QQ0658'SOUTHBOUND HIGHWAY OVERPASS OF THE SOO LINE RAILROAD, 28.5 M (93.5
 QQ0658'FT) (SLOPE MEASUREMENT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 QQ0658'LANES OF THE HIGHWAY, 26.8 M (87.9 FT) (SLOPE MEASUREMENT) SOUTHWEST
 QQ0658'OF MILEPOST 246, 4.5 M (14.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 2.1
 QQ0658'M (6.9 FT) EAST OF A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 QQ0658'POST.  NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP ATTACHED
 QQ0658'TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN 8
 QQ0658'BY 8-INCH METAL PLATE.  THE PIPE AND SLEEVE DEPTH IS UNKNOWN.
 QQ0658
 QQ0658                          STATION RECOVERY (1995)
 QQ0658
 QQ0658'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0658'FOUND IN EXCELLENT CONDITION.
 QQ0658
 QQ0658                          STATION RECOVERY (1995)
 QQ0658
 QQ0658'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 QQ0658'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY SDDOT.
 QQ0658'RECOVERY NOTE BY DAVID K.  HERDER TYPED BY J.E.M.
 QQ0658
 QQ0658                          STATION RECOVERY (1996)
 QQ0658
 QQ0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QQ0658'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF NEW EFFINGTON AND
 QQ0658'2.0 MI (3.2 KM) WEST OF VICTOR, ON THE WEST SIDE OF INTERSTATE HIGHWAY
 QQ0658'29 AT MILEPOST 247.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH
 QQ0658'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND STATE
 QQ0658'HIGHWAY 127 (NEW EFFINGTON EXIT 246), GO NORTH ON INTERSTATE HIGHWAY
 QQ0658'29 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT SOUTHWEST OF THE
 QQ0658'HIGHWAY OVERPASS OF THE SOO LINE RAILROAD.  THE STATION IS A PUNCH
 QQ0658'POINT NEAR THE CENTER OF A CHISELED TRIANGLE ON TOP OF A METAL PIPE
 QQ0658'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 28.6 M
 QQ0658'(93.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHBOUND
 QQ0658'INTERSTATE OVERPASS OF THE RAILROAD, 28.5 M (93.5 FT) WEST OF THE
 QQ0658'CENTERLINE OF THE SOUTHBOUND HIGHWAY, 26.8 M (87.9 FT) SOUTHWEST OF
 QQ0658'MILEPOST 247, 4.5 M (14.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 2.1 M
 QQ0658'(6.9 FT) EAST OF THE MOST NORTHERLY OF 3 BRACED FENCE POSTS, 1.5 M
 QQ0658'(4.9 FT) SOUTHEAST OF A FENCE, 0.4 M (1.3 FT) NORTH-NORTHEAST OF A
 QQ0658'METAL GUARD POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.08 M
 QQ0658'(0.26 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT
 QQ0658'IS THROUGH A 8 BY 8-INCH METAL PLATE.  THE MARK IS NOT STAMPED.
 QQ0658
 QQ0658                          STATION RECOVERY (2001)
 QQ0658
 QQ0658'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QQ0658'RECOVERED AS DESCRIBED.
 QQ0658'
 QQ0658'MARK HAS A TENDENCY TO FILL WITH WATER.  MAY NEED CHISEL IF
 QQ0658'OBSERVING IN WINTER.
 QQ0658
 QQ0658                          STATION RECOVERY (2008)
 QQ0658
 QQ0658'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QQ0658'THE MARK IS LOCATED ABOUT 18.1 MI (29.1 KM) WEST-NORTHWEST OF WHEATON,
 QQ0658'18.0 MI (29.0 KM) NORTH OF BROWNS VALLEY AND 15.3 MI (24.6 KM)
 QQ0658'WEST-SOUTHWEST OF BOISBERG.
 QQ0658'
 QQ0658'TO REACH TO THE MARK GO 3 MI (4.8 KM) EAST OF NEW EFFINGTON STORM
 QQ0658'DRAIN, 3.95 MI (6.4 KM) NORTH ON TRUNK HIGHWAY 75 FROM NORTH JUNCTION
 QQ0658'OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 27 IN WHEATON MN THEN 6.65 MI
 QQ0658'(10.7 KM) WEST ON COUNTY ROAD 10 THEN 11.55 MI (18.6 KM) WEST ON TRUNK
 QQ0658'HIGHWAY 127 THEN 0.4 MI (0.6 KM) NORTH ON INTERSTATE HIGHWAY 29, AT
 QQ0658'INTERSTATE HIGHWAY 29 MILE POINT 246.9, 93.5 FT (28.5 M) WEST OF
 QQ0658'SOUTHBOUND INTERSTATE HIGHWAY 29, 93.8 FT (28.6 M) SOUTHWEST OF THE
 QQ0658'SOUTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 29 BRIDGE OVER
 QQ0658'RAILROAD, 87.9 FT (26.8 M) SOUTHWEST OF MILEPOST 247, 6.9 FT (2.1 M)
 QQ0658'EAST OF A FENCE, 5.3 FT (1.6 M) SOUTHEAST OF A FENCE, 1.1 FT (0.3 M)
 QQ0658'NORTHEAST OF METAL POST, 1.3 FT (0.4 M) NORTHEAST OF A WITNESS POST,
 QQ0658'MARK IS PUNCH MARK ON AN IRON PIPE CAP ATTACHED TO A 1-1/2 INCH (4 CM)
 QQ0658'IRON PIPE, ACCESS TO THE DATUM POINT IS THROUGH AN 8 INCH (20 CM) BY 8
 QQ0658'INCH (20 CM) METAL PLATE, STATION WAS SET BY SOUTH DAKOTA DEPARTMENT
 QQ0658'OF TRANSPORTATION, FILLS WITH WATER CHISEL OUT ICE.
 QQ0658
 QQ0658                          STATION RECOVERY (2010)
 QQ0658
 QQ0658'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QQ0658'3.0 MI (4.8 KM) EAST OF NEW EFFINGTON SOUTH DAKOTA, 3.95 MI (6.4 KM)
 QQ0658'NORTH ALONG TRUNK HIGHWAY 75 FROM NORTH JUNCTION OF TRUNK HIGHWAY 75
 QQ0658'AND TRUNK HIGHWAY 27 IN WHEATON MINNESOTA, THEN 6.65 MI (10.7 KM) WEST
 QQ0658'ALONG COUNTY ROAD 10, THEN 11.55 MI (18.6 KM) WEST ALONG TRUNK HIGHWAY
 QQ0658'127, THEN 0.4 MI (0.6 KM) NORTH ALONG INTERSTATE HIGHWAY 29, AT
 QQ0658'INTERSTATE HIGHWAY 29 MILE POINT 247, 93.5 FT (28.5 M) WEST OF
 QQ0658'SOUTHBOUND INTERSTATE HIGHWAY 29, 93.8 FT (28.6 M) SOUTHWEST OF THE
 QQ0658'SOUTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 29 BRIDGE OVER
 QQ0658'RAILROAD TRACKS, 87.9 FT (26.8 M) SOUTHWEST OF INTERSTATE HIGHWAY 29
 QQ0658'MILEPOST 247, 6.9 FT (2.1 M) EAST OF A FENCE, 5.3 FT (1.6 M) SOUTHEAST
 QQ0658'OF A FENCE, 1.1 FT (0.3 M) NORTHEAST OF METAL POST, 1.3 FT (0.4 M)
 QQ0658'NORTHEAST OF A WITNESS POST.  MARK IS PUNCH MARK ON IRON PIPE CAP
 QQ0658'ATTACHED TO 1-1/2 INCH IRON PIPE.  ACCESS TO DATUM POINT THROUGH 8.0
 QQ0658'BY 8.0 INCH METAL PLATE.  STATION SET BY SOUTH DAKOTA DEPARTMENT OF
 QQ0658'TRANSPORTATION.  PIPE FILLS WITH WATER, NEED CHISEL FOR ICE.
 QQ0658
 QQ0658                          STATION RECOVERY (2013)
 QQ0658
 QQ0658'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DAS)
 QQ0658'3.0 MI (4.8 KM) EAST OF NEW EFFINGTON SOUTH DAKOTA, 3.95 MI (6.4 KM)
 QQ0658'NORTH ALONG TRUNK HIGHWAY 75 FROM NORTH JUNCTION OF TRUNK HIGHWAY 75
 QQ0658'AND TRUNK HIGHWAY 27 IN WHEATON MINNESOTA, THEN 6.65 MI (10.7 KM) WEST
 QQ0658'ALONG COUNTY ROAD 10, THEN 11.55 MI (18.6 KM) WEST ALONG TRUNK HIGHWAY
 QQ0658'127, THEN 0.4 MI (0.6 KM) NORTH ALONG INTERSTATE HIGHWAY 29, AT
 QQ0658'INTERSTATE HIGHWAY 29 MILE POINT 247, 93.5 FT (28.5 M) WEST OF
 QQ0658'SOUTHBOUND INTERSTATE HIGHWAY 29, 93.8 FT (28.6 M) SOUTHWEST OF THE
 QQ0658'SOUTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 29 BRIDGE OVER
 QQ0658'RAILROAD TRACKS, 87.9 FT (26.8 M) SOUTHWEST OF INTERSTATE HIGHWAY 29
 QQ0658'MILEPOST 247, 6.9 FT (2.1 M) EAST OF A FENCE, 5.3 FT (1.6 M) SOUTHEAST
 QQ0658'OF A FENCE, 1.1 FT (0.3 M) NORTHEAST OF METAL POST, 1.3 FT (0.4 M)
 QQ0658'NORTHEAST OF A WITNESS POST.  MARK IS PUNCH MARK ON IRON PIPE CAP
 QQ0658'ATTACHED TO 1-1/2 INCH IRON PIPE.  ACCESS TO DATUM POINT THROUGH 8.0
 QQ0658'BY 8.0 INCH METAL PLATE.  STATION SET BY SOUTH DAKOTA DEPARTMENT OF
 QQ0658'TRANSPORTATION.  PIPE FILLS WITH WATER, NEED CHISEL FOR ICE.
 QQ0658
 QQ0658                          STATION RECOVERY (2013)
 QQ0658
 QQ0658'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (AXD)
 QQ0658'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0657 ***********************************************************************
 QQ0657  DESIGNATION -  I29 247.01
 QQ0657  PID         -  QQ0657
 QQ0657  STATE/COUNTY-  SD/ROBERTS
 QQ0657  COUNTRY     -  US
 QQ0657  USGS QUAD   -  VICTOR (2017)
 QQ0657
 QQ0657                         *CURRENT SURVEY CONTROL
 QQ0657  ______________________________________________________________________
 QQ0657* NAD 83(1986) POSITION- 45 51 21.     (N) 096 51 55.     (W)   SCALED
 QQ0657* NAVD 88 ORTHO HEIGHT -   339.697 (meters)     1114.49  (feet) ADJUSTED
 QQ0657  ______________________________________________________________________
 QQ0657  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 QQ0657  DYNAMIC HEIGHT  -        339.694 (meters)     1114.48  (feet) COMP
 QQ0657  MODELED GRAVITY -    980,597.3   (mgal)                       NAVD 88
 QQ0657
 QQ0657  VERT ORDER      -  FIRST     CLASS II
 QQ0657
 QQ0657.The horizontal coordinates were scaled from a map and have
 QQ0657.an estimated accuracy of +/- 6 seconds.
 QQ0657
 QQ0657.The orthometric height was determined by differential leveling and
 QQ0657.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0657.in June 1991.
 QQ0657
 QQ0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0657.GEOID18 height accuracy estimate available here.
 QQ0657
 QQ0657.Click photographs - Photos may exist for this station.
 QQ0657
 QQ0657.The dynamic height is computed by dividing the NAVD 88
 QQ0657.geopotential number by the normal gravity value computed on the
 QQ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0657.degrees latitude (g = 980.6199 gals.).
 QQ0657
 QQ0657.The modeled gravity was interpolated from observed gravity values.
 QQ0657
 QQ0657;                    North         East    Units  Estimated Accuracy
 QQ0657;SPC SD N     -   229,470.      843,400.      MT  (+/- 180 meters Scaled)
 QQ0657
 QQ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR657802(NAD 83)
 QQ0657
 QQ0657                          SUPERSEDED SURVEY CONTROL
 QQ0657
 QQ0657.No superseded survey control is available for this station.
 QQ0657
 QQ0657_MARKER: DB = BENCH MARK DISK
 QQ0657_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0657_SP_SET: ABUTMENT
 QQ0657_STAMPING: 29-247.01 19 1981 1113.96
 QQ0657_MARK LOGO: SDDT
 QQ0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0657+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0657
 QQ0657  HISTORY     - Date     Condition        Report By
 QQ0657  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0657  HISTORY     - 19900725 GOOD             NGS
 QQ0657  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0657
 QQ0657                          STATION DESCRIPTION
 QQ0657
 QQ0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0657'0.7 KM (0.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0657'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), IN TOP OF AND
 QQ0657'0.95 M (3.12 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 QQ0657'OF THE NORTHBOUND HIGHWAY OVERPASS OF THE SOO LINE RAILROAD, AND 6.1
 QQ0657'M (20.0 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 QQ0657'LANES OF THE HIGHWAY.
 QQ0657
 QQ0657                          STATION RECOVERY (2013)
 QQ0657
 QQ0657'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0656 ***********************************************************************
 QQ0656  DESIGNATION -  I29 247.03
 QQ0656  PID         -  QQ0656
 QQ0656  STATE/COUNTY-  SD/ROBERTS
 QQ0656  COUNTRY     -  US
 QQ0656  USGS QUAD   -  VICTOR (2017)
 QQ0656
 QQ0656                         *CURRENT SURVEY CONTROL
 QQ0656  ______________________________________________________________________
 QQ0656* NAD 83(1986) POSITION- 45 51 22.     (N) 096 51 56.     (W)   SCALED
 QQ0656* NAVD 88 ORTHO HEIGHT -   339.643 (meters)     1114.31  (feet) ADJUSTED
 QQ0656  ______________________________________________________________________
 QQ0656  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 QQ0656  DYNAMIC HEIGHT  -        339.640 (meters)     1114.30  (feet) COMP
 QQ0656  MODELED GRAVITY -    980,597.4   (mgal)                       NAVD 88
 QQ0656
 QQ0656  VERT ORDER      -  FIRST     CLASS II
 QQ0656
 QQ0656.The horizontal coordinates were scaled from a map and have
 QQ0656.an estimated accuracy of +/- 6 seconds.
 QQ0656
 QQ0656.The orthometric height was determined by differential leveling and
 QQ0656.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0656.in June 1991.
 QQ0656
 QQ0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0656.GEOID18 height accuracy estimate available here.
 QQ0656
 QQ0656.Click photographs - Photos may exist for this station.
 QQ0656
 QQ0656.The dynamic height is computed by dividing the NAVD 88
 QQ0656.geopotential number by the normal gravity value computed on the
 QQ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0656.degrees latitude (g = 980.6199 gals.).
 QQ0656
 QQ0656.The modeled gravity was interpolated from observed gravity values.
 QQ0656
 QQ0656;                    North         East    Units  Estimated Accuracy
 QQ0656;SPC SD N     -   229,500.      843,380.      MT  (+/- 180 meters Scaled)
 QQ0656
 QQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR657802(NAD 83)
 QQ0656
 QQ0656                          SUPERSEDED SURVEY CONTROL
 QQ0656
 QQ0656.No superseded survey control is available for this station.
 QQ0656
 QQ0656_MARKER: DB = BENCH MARK DISK
 QQ0656_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0656_SP_SET: ABUTMENT
 QQ0656_STAMPING: 29.247.03 1981 1113.79
 QQ0656_MARK LOGO: SDDT
 QQ0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0656+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0656
 QQ0656  HISTORY     - Date     Condition        Report By
 QQ0656  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0656  HISTORY     - 19900725 GOOD             NGS
 QQ0656  HISTORY     - 19950101 GOOD             SDDENR
 QQ0656  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0656
 QQ0656                          STATION DESCRIPTION
 QQ0656
 QQ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0656'0.7 KM (0.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0656'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), IN TOP OF AND
 QQ0656'0.9 M (3.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 QQ0656'THE SOUTHBOUND HIGHWAY OVERPASS OF THE SOO LINE RAILROAD, 6.1 M (20.0
 QQ0656'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF
 QQ0656'THE HIGHWAY, AND 0.3 M (1.0 FT) EAST-SOUTHEAST OF A WITNESS POST.
 QQ0656
 QQ0656                          STATION RECOVERY (1995)
 QQ0656
 QQ0656'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0656'FOUND IN EXCELLENT CONDITION.
 QQ0656
 QQ0656                          STATION RECOVERY (2013)
 QQ0656
 QQ0656'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0655 ***********************************************************************
 QQ0655  DESIGNATION -  I29 248.03
 QQ0655  PID         -  QQ0655
 QQ0655  STATE/COUNTY-  SD/ROBERTS
 QQ0655  COUNTRY     -  US
 QQ0655  USGS QUAD   -  VICTOR (2017)
 QQ0655
 QQ0655                         *CURRENT SURVEY CONTROL
 QQ0655  ______________________________________________________________________
 QQ0655* NAD 83(1986) POSITION- 45 52 15.     (N) 096 51 52.     (W)   SCALED
 QQ0655* NAVD 88 ORTHO HEIGHT -   335.164 (meters)     1099.62  (feet) ADJUSTED
 QQ0655  ______________________________________________________________________
 QQ0655  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 QQ0655  DYNAMIC HEIGHT  -        335.162 (meters)     1099.61  (feet) COMP
 QQ0655  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QQ0655
 QQ0655  VERT ORDER      -  FIRST     CLASS II
 QQ0655
 QQ0655.The horizontal coordinates were scaled from a map and have
 QQ0655.an estimated accuracy of +/- 6 seconds.
 QQ0655
 QQ0655.The orthometric height was determined by differential leveling and
 QQ0655.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0655.in June 1991.
 QQ0655
 QQ0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0655.GEOID18 height accuracy estimate available here.
 QQ0655
 QQ0655.Click photographs - Photos may exist for this station.
 QQ0655
 QQ0655.The dynamic height is computed by dividing the NAVD 88
 QQ0655.geopotential number by the normal gravity value computed on the
 QQ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0655.degrees latitude (g = 980.6199 gals.).
 QQ0655
 QQ0655.The modeled gravity was interpolated from observed gravity values.
 QQ0655
 QQ0655;                    North         East    Units  Estimated Accuracy
 QQ0655;SPC SD N     -   231,140.      843,400.      MT  (+/- 180 meters Scaled)
 QQ0655
 QQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR657819(NAD 83)
 QQ0655
 QQ0655                          SUPERSEDED SURVEY CONTROL
 QQ0655
 QQ0655.No superseded survey control is available for this station.
 QQ0655
 QQ0655_MARKER: DB = BENCH MARK DISK
 QQ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0655_STAMPING: 29-248.03 1981 1099.05
 QQ0655_MARK LOGO: SDDT
 QQ0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0655+STABILITY: SURFACE MOTION
 QQ0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0655+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0655
 QQ0655  HISTORY     - Date     Condition        Report By
 QQ0655  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0655  HISTORY     - 19900725 GOOD             NGS
 QQ0655
 QQ0655                          STATION DESCRIPTION
 QQ0655
 QQ0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0655'2.3 KM (1.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0655'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 46.1 M (151.2
 QQ0655'FT) NORTHEAST OF MILEPOST 248, 29.4 M (96.5 FT) EAST OF THE
 QQ0655'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT)
 QQ0655'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A T-FENCE
 QQ0655'CORNER, AND 0.25 M (0.82 FT) WEST OF A WITNESS POST AND FENCE, AND
 QQ0655'THE MONUMENT IS 0.1 M (0.3 FT) BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0654 ***********************************************************************
 QQ0654  DESIGNATION -  I29 248.4
 QQ0654  PID         -  QQ0654
 QQ0654  STATE/COUNTY-  SD/ROBERTS
 QQ0654  COUNTRY     -  US
 QQ0654  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0654
 QQ0654                         *CURRENT SURVEY CONTROL
 QQ0654  ______________________________________________________________________
 QQ0654* NAD 83(1986) POSITION- 45 52 40.     (N) 096 51 53.     (W)   SCALED
 QQ0654* NAVD 88 ORTHO HEIGHT -   334.416 (meters)     1097.16  (feet) ADJUSTED
 QQ0654  ______________________________________________________________________
 QQ0654  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 QQ0654  DYNAMIC HEIGHT  -        334.414 (meters)     1097.16  (feet) COMP
 QQ0654  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 QQ0654
 QQ0654  VERT ORDER      -  FIRST     CLASS II
 QQ0654
 QQ0654.The horizontal coordinates were scaled from a map and have
 QQ0654.an estimated accuracy of +/- 6 seconds.
 QQ0654
 QQ0654.The orthometric height was determined by differential leveling and
 QQ0654.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0654.in June 1991.
 QQ0654
 QQ0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0654.GEOID18 height accuracy estimate available here.
 QQ0654
 QQ0654.Click photographs - Photos may exist for this station.
 QQ0654
 QQ0654.The dynamic height is computed by dividing the NAVD 88
 QQ0654.geopotential number by the normal gravity value computed on the
 QQ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0654.degrees latitude (g = 980.6199 gals.).
 QQ0654
 QQ0654.The modeled gravity was interpolated from observed gravity values.
 QQ0654
 QQ0654;                    North         East    Units  Estimated Accuracy
 QQ0654;SPC SD N     -   231,910.      843,350.      MT  (+/- 180 meters Scaled)
 QQ0654
 QQ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR657826(NAD 83)
 QQ0654
 QQ0654                          SUPERSEDED SURVEY CONTROL
 QQ0654
 QQ0654.No superseded survey control is available for this station.
 QQ0654
 QQ0654_MARKER: P = PIPE CAP
 QQ0654_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0654_PROJECTION: FLUSH
 QQ0654_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0654+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0654
 QQ0654  HISTORY     - Date     Condition        Report By
 QQ0654  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0654  HISTORY     - 19900725 GOOD             NGS
 QQ0654  HISTORY     - 19950101 GOOD             SDDENR
 QQ0654
 QQ0654                          STATION DESCRIPTION
 QQ0654
 QQ0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0654'3.2 KM (2.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0654'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 0.85 KM (0.53
 QQ0654'MI) NORTH OF MILEPOST 248, 31.9 M (104.7 FT) SOUTH OF THE SOUTHEAST
 QQ0654'CORNER OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 28.0 M (91.9 FT)
 QQ0654'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.7 M
 QQ0654'(5.6 FT) WEST OF A FENCE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 QQ0654'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DATUM
 QQ0654'POINT IS AN UNSTAMPED IRON PIPE CAP ATTACHED TO A 1 1/2 INCH IRON
 QQ0654'PIPE.  ACCESS TO THE DATUM POINT IS THROUGH AN 8 BY 8-INCH METAL
 QQ0654'PLATE.  THE PIPE AND SLEEVE DEPTH IS UNKNOWN.
 QQ0654
 QQ0654                          STATION RECOVERY (1995)
 QQ0654
 QQ0654'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0654'FOUND IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0653 ***********************************************************************
 QQ0653  DESIGNATION -  I29 248.53
 QQ0653  PID         -  QQ0653
 QQ0653  STATE/COUNTY-  SD/ROBERTS
 QQ0653  COUNTRY     -  US
 QQ0653  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0653
 QQ0653                         *CURRENT SURVEY CONTROL
 QQ0653  ______________________________________________________________________
 QQ0653* NAD 83(1986) POSITION- 45 52 41.     (N) 096 51 53.     (W)   SCALED
 QQ0653* NAVD 88 ORTHO HEIGHT -   343.242 (meters)     1126.12  (feet) ADJUSTED
 QQ0653  ______________________________________________________________________
 QQ0653  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 QQ0653  DYNAMIC HEIGHT  -        343.240 (meters)     1126.11  (feet) COMP
 QQ0653  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 QQ0653
 QQ0653  VERT ORDER      -  FIRST     CLASS II
 QQ0653
 QQ0653.The horizontal coordinates were scaled from a map and have
 QQ0653.an estimated accuracy of +/- 6 seconds.
 QQ0653
 QQ0653.The orthometric height was determined by differential leveling and
 QQ0653.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0653.in June 1991.
 QQ0653
 QQ0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0653.GEOID18 height accuracy estimate available here.
 QQ0653
 QQ0653.Click photographs - Photos may exist for this station.
 QQ0653
 QQ0653.The dynamic height is computed by dividing the NAVD 88
 QQ0653.geopotential number by the normal gravity value computed on the
 QQ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0653.degrees latitude (g = 980.6199 gals.).
 QQ0653
 QQ0653.The modeled gravity was interpolated from observed gravity values.
 QQ0653
 QQ0653;                    North         East    Units  Estimated Accuracy
 QQ0653;SPC SD N     -   231,940.      843,350.      MT  (+/- 180 meters Scaled)
 QQ0653
 QQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR657827(NAD 83)
 QQ0653
 QQ0653                          SUPERSEDED SURVEY CONTROL
 QQ0653
 QQ0653.No superseded survey control is available for this station.
 QQ0653
 QQ0653_MARKER: DB = BENCH MARK DISK
 QQ0653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0653_SP_SET: ABUTMENT
 QQ0653_STAMPING: 29-248.53 1981 1125.56
 QQ0653_MARK LOGO: SDDT
 QQ0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0653+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0653
 QQ0653  HISTORY     - Date     Condition        Report By
 QQ0653  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0653  HISTORY     - 19900725 GOOD             NGS
 QQ0653  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0653
 QQ0653                          STATION DESCRIPTION
 QQ0653
 QQ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0653'3.2 KM (2.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0653'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), IN TOP OF AND
 QQ0653'1.6 M (5.2 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 QQ0653'GUARDRAIL OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 28.9 M (94.8 FT)
 QQ0653'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND
 QQ0653'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE COUNTY ROAD.
 QQ0653
 QQ0653                          STATION RECOVERY (2013)
 QQ0653
 QQ0653'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0652 ***********************************************************************
 QQ0652  DESIGNATION -  I29 248.54
 QQ0652  PID         -  QQ0652
 QQ0652  STATE/COUNTY-  SD/ROBERTS
 QQ0652  COUNTRY     -  US
 QQ0652  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0652
 QQ0652                         *CURRENT SURVEY CONTROL
 QQ0652  ______________________________________________________________________
 QQ0652* NAD 83(1986) POSITION- 45 52 41.     (N) 096 51 56.     (W)   SCALED
 QQ0652* NAVD 88 ORTHO HEIGHT -   343.233 (meters)     1126.09  (feet) ADJUSTED
 QQ0652  ______________________________________________________________________
 QQ0652  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 QQ0652  DYNAMIC HEIGHT  -        343.231 (meters)     1126.08  (feet) COMP
 QQ0652  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 QQ0652
 QQ0652  VERT ORDER      -  FIRST     CLASS II
 QQ0652
 QQ0652.The horizontal coordinates were scaled from a map and have
 QQ0652.an estimated accuracy of +/- 6 seconds.
 QQ0652
 QQ0652.The orthometric height was determined by differential leveling and
 QQ0652.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0652.in June 1991.
 QQ0652
 QQ0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0652.GEOID18 height accuracy estimate available here.
 QQ0652
 QQ0652.Click photographs - Photos may exist for this station.
 QQ0652
 QQ0652.The dynamic height is computed by dividing the NAVD 88
 QQ0652.geopotential number by the normal gravity value computed on the
 QQ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0652.degrees latitude (g = 980.6199 gals.).
 QQ0652
 QQ0652.The modeled gravity was interpolated from observed gravity values.
 QQ0652
 QQ0652;                    North         East    Units  Estimated Accuracy
 QQ0652;SPC SD N     -   231,940.      843,290.      MT  (+/- 180 meters Scaled)
 QQ0652
 QQ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR656827(NAD 83)
 QQ0652
 QQ0652                          SUPERSEDED SURVEY CONTROL
 QQ0652
 QQ0652.No superseded survey control is available for this station.
 QQ0652
 QQ0652_MARKER: DB = BENCH MARK DISK
 QQ0652_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0652_SP_SET: ABUTMENT
 QQ0652_STAMPING: 29-248.54 1981 1125.53
 QQ0652_MARK LOGO: SDDT
 QQ0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0652+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0652
 QQ0652  HISTORY     - Date     Condition        Report By
 QQ0652  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0652  HISTORY     - 19900725 GOOD             NGS
 QQ0652  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0652
 QQ0652                          STATION DESCRIPTION
 QQ0652
 QQ0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0652'3.2 KM (2.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0652'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), IN TOP OF AND
 QQ0652'1.3 M (4.3 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT
 QQ0652'GUARDRAIL OF A COUNTY ROAD OVERPASS OF THE HIGHWAY, 29.1 M (95.5 FT)
 QQ0652'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 QQ0652'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE COUNTY ROAD.
 QQ0652
 QQ0652                          STATION RECOVERY (2013)
 QQ0652
 QQ0652'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0652'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0651 ***********************************************************************
 QQ0651  DESIGNATION -  I29 249.04
 QQ0651  PID         -  QQ0651
 QQ0651  STATE/COUNTY-  SD/ROBERTS
 QQ0651  COUNTRY     -  US
 QQ0651  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0651
 QQ0651                         *CURRENT SURVEY CONTROL
 QQ0651  ______________________________________________________________________
 QQ0651* NAD 83(1986) POSITION- 45 53 07.     (N) 096 51 53.     (W)   SCALED
 QQ0651* NAVD 88 ORTHO HEIGHT -   332.241 (meters)     1090.03  (feet) ADJUSTED
 QQ0651  ______________________________________________________________________
 QQ0651  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 QQ0651  DYNAMIC HEIGHT  -        332.239 (meters)     1090.02  (feet) COMP
 QQ0651  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 QQ0651
 QQ0651  VERT ORDER      -  FIRST     CLASS II
 QQ0651
 QQ0651.The horizontal coordinates were scaled from a map and have
 QQ0651.an estimated accuracy of +/- 6 seconds.
 QQ0651
 QQ0651.The orthometric height was determined by differential leveling and
 QQ0651.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0651.in June 1991.
 QQ0651
 QQ0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0651.GEOID18 height accuracy estimate available here.
 QQ0651
 QQ0651.Click photographs - Photos may exist for this station.
 QQ0651
 QQ0651.The dynamic height is computed by dividing the NAVD 88
 QQ0651.geopotential number by the normal gravity value computed on the
 QQ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0651.degrees latitude (g = 980.6199 gals.).
 QQ0651
 QQ0651.The modeled gravity was interpolated from observed gravity values.
 QQ0651
 QQ0651;                    North         East    Units  Estimated Accuracy
 QQ0651;SPC SD N     -   232,740.      843,320.      MT  (+/- 180 meters Scaled)
 QQ0651
 QQ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR656835(NAD 83)
 QQ0651
 QQ0651                          SUPERSEDED SURVEY CONTROL
 QQ0651
 QQ0651.No superseded survey control is available for this station.
 QQ0651
 QQ0651_MARKER: DB = BENCH MARK DISK
 QQ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0651_STAMPING: 29-249.04 1981 1089.43
 QQ0651_MARK LOGO: SDDT
 QQ0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0651+STABILITY: SURFACE MOTION
 QQ0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0651+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0651
 QQ0651  HISTORY     - Date     Condition        Report By
 QQ0651  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0651  HISTORY     - 19900725 GOOD             NGS
 QQ0651
 QQ0651                          STATION DESCRIPTION
 QQ0651
 QQ0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0651'4.0 KM (2.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0651'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 59.4 M (194.9
 QQ0651'FT) NORTH-NORTHEAST OF MILEPOST 249, 29.1 M (95.5 FT) EAST OF AND
 QQ0651'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.3
 QQ0651'M (4.3 FT) SOUTH OF THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, 0.6 M
 QQ0651'(2.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.07 M
 QQ0651'(0.23 FT) BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0650 ***********************************************************************
 QQ0650  DESIGNATION -  I29 249.67
 QQ0650  PID         -  QQ0650
 QQ0650  STATE/COUNTY-  SD/ROBERTS
 QQ0650  COUNTRY     -  US
 QQ0650  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0650
 QQ0650                         *CURRENT SURVEY CONTROL
 QQ0650  ______________________________________________________________________
 QQ0650* NAD 83(1986) POSITION- 45 53 41.     (N) 096 51 53.     (W)   SCALED
 QQ0650* NAVD 88 ORTHO HEIGHT -   331.476 (meters)     1087.52  (feet) ADJUSTED
 QQ0650  ______________________________________________________________________
 QQ0650  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 QQ0650  DYNAMIC HEIGHT  -        331.474 (meters)     1087.51  (feet) COMP
 QQ0650  MODELED GRAVITY -    980,600.4   (mgal)                       NAVD 88
 QQ0650
 QQ0650  VERT ORDER      -  FIRST     CLASS II
 QQ0650
 QQ0650.The horizontal coordinates were scaled from a map and have
 QQ0650.an estimated accuracy of +/- 6 seconds.
 QQ0650
 QQ0650.The orthometric height was determined by differential leveling and
 QQ0650.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0650.in June 1991.
 QQ0650
 QQ0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0650.GEOID18 height accuracy estimate available here.
 QQ0650
 QQ0650.Click photographs - Photos may exist for this station.
 QQ0650
 QQ0650.The dynamic height is computed by dividing the NAVD 88
 QQ0650.geopotential number by the normal gravity value computed on the
 QQ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0650.degrees latitude (g = 980.6199 gals.).
 QQ0650
 QQ0650.The modeled gravity was interpolated from observed gravity values.
 QQ0650
 QQ0650;                    North         East    Units  Estimated Accuracy
 QQ0650;SPC SD N     -   233,790.      843,280.      MT  (+/- 180 meters Scaled)
 QQ0650
 QQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR656845(NAD 83)
 QQ0650
 QQ0650                          SUPERSEDED SURVEY CONTROL
 QQ0650
 QQ0650.No superseded survey control is available for this station.
 QQ0650
 QQ0650_MARKER: DB = BENCH MARK DISK
 QQ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0650_STAMPING: 29-249.67 1981 1086.90
 QQ0650_MARK LOGO: SDDT
 QQ0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0650+STABILITY: SURFACE MOTION
 QQ0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0650+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0650
 QQ0650  HISTORY     - Date     Condition        Report By
 QQ0650  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0650  HISTORY     - 19900725 GOOD             NGS
 QQ0650
 QQ0650                          STATION DESCRIPTION
 QQ0650
 QQ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0650'5.0 KM (3.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0650'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 1.1 KM (0.7
 QQ0650'MI) NORTH OF MILEPOST 249, 42.1 M (138.1 FT) SOUTH OF THE MOST
 QQ0650'SOUTHERLY OF 2 FENCE BRACE POSTS, 29.2 M (95.8 FT) EAST OF THE
 QQ0650'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 QQ0650'BELOW THE LEVEL OF THE HIGHWAY, AND 0.45 M (1.48 FT) WEST OF A
 QQ0650'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QQ0650'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0649 ***********************************************************************
 QQ0649  DESIGNATION -  I29 250.88
 QQ0649  PID         -  QQ0649
 QQ0649  STATE/COUNTY-  SD/ROBERTS
 QQ0649  COUNTRY     -  US
 QQ0649  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0649
 QQ0649                         *CURRENT SURVEY CONTROL
 QQ0649  ______________________________________________________________________
 QQ0649* NAD 83(1986) POSITION- 45 54 39.     (N) 096 51 57.     (W)   SCALED
 QQ0649* NAVD 88 ORTHO HEIGHT -   324.790 (meters)     1065.58  (feet) ADJUSTED
 QQ0649  ______________________________________________________________________
 QQ0649  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 QQ0649  DYNAMIC HEIGHT  -        324.788 (meters)     1065.58  (feet) COMP
 QQ0649  MODELED GRAVITY -    980,600.9   (mgal)                       NAVD 88
 QQ0649
 QQ0649  VERT ORDER      -  FIRST     CLASS II
 QQ0649
 QQ0649.The horizontal coordinates were scaled from a map and have
 QQ0649.an estimated accuracy of +/- 6 seconds.
 QQ0649
 QQ0649.The orthometric height was determined by differential leveling and
 QQ0649.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0649.in June 1991.
 QQ0649
 QQ0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0649.GEOID18 height accuracy estimate available here.
 QQ0649
 QQ0649.Click photographs - Photos may exist for this station.
 QQ0649
 QQ0649.The dynamic height is computed by dividing the NAVD 88
 QQ0649.geopotential number by the normal gravity value computed on the
 QQ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0649.degrees latitude (g = 980.6199 gals.).
 QQ0649
 QQ0649.The modeled gravity was interpolated from observed gravity values.
 QQ0649
 QQ0649;                    North         East    Units  Estimated Accuracy
 QQ0649;SPC SD N     -   235,580.      843,120.      MT  (+/- 180 meters Scaled)
 QQ0649
 QQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR655863(NAD 83)
 QQ0649
 QQ0649                          SUPERSEDED SURVEY CONTROL
 QQ0649
 QQ0649.No superseded survey control is available for this station.
 QQ0649
 QQ0649_MARKER: DB = BENCH MARK DISK
 QQ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0649_STAMPING: 29-250.88 1981 1064.97
 QQ0649_MARK LOGO: SDDT
 QQ0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0649+STABILITY: SURFACE MOTION
 QQ0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0649+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0649
 QQ0649  HISTORY     - Date     Condition        Report By
 QQ0649  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0649  HISTORY     - 19900725 GOOD             NGS
 QQ0649
 QQ0649                          STATION DESCRIPTION
 QQ0649
 QQ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0649'7.0 KM (4.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0649'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 1.4 KM (0.9
 QQ0649'MI) NORTH OF MILEPOST 250, 86.7 M (284.4 FT) SOUTH OF THE MOST
 QQ0649'SOUTHERLY OF 6 FENCE BRACE POSTS, 65.2 M (213.9 FT) SOUTHEAST OF THE
 QQ0649'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 QQ0649'BELOW THE LEVEL OF THE HIGHWAY, AND 0.25 M (0.82 FT) WEST OF A
 QQ0649'WITNESS POST AND FENCE, AND THE MONUMENT IS 0.08 M (0.26 FT) BELOW
 QQ0649'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0648 ***********************************************************************
 QQ0648  DESIGNATION -  I29 251.5
 QQ0648  PID         -  QQ0648
 QQ0648  STATE/COUNTY-  SD/ROBERTS
 QQ0648  COUNTRY     -  US
 QQ0648  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0648
 QQ0648                         *CURRENT SURVEY CONTROL
 QQ0648  ______________________________________________________________________
 QQ0648* NAD 83(1986) POSITION- 45 55 16.     (N) 096 51 08.     (W)   SCALED
 QQ0648* NAVD 88 ORTHO HEIGHT -   336.717 (meters)     1104.71  (feet) ADJUSTED
 QQ0648  ______________________________________________________________________
 QQ0648  GEOID HEIGHT    -        -26.164 (meters)                     GEOID18
 QQ0648  DYNAMIC HEIGHT  -        336.715 (meters)     1104.71  (feet) COMP
 QQ0648  MODELED GRAVITY -    980,601.1   (mgal)                       NAVD 88
 QQ0648
 QQ0648  VERT ORDER      -  FIRST     CLASS II
 QQ0648
 QQ0648.The horizontal coordinates were scaled from a map and have
 QQ0648.an estimated accuracy of +/- 6 seconds.
 QQ0648
 QQ0648.The orthometric height was determined by differential leveling and
 QQ0648.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0648.in June 1991.
 QQ0648
 QQ0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0648.GEOID18 height accuracy estimate available here.
 QQ0648
 QQ0648.Click photographs - Photos may exist for this station.
 QQ0648
 QQ0648.The dynamic height is computed by dividing the NAVD 88
 QQ0648.geopotential number by the normal gravity value computed on the
 QQ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0648.degrees latitude (g = 980.6199 gals.).
 QQ0648
 QQ0648.The modeled gravity was interpolated from observed gravity values.
 QQ0648
 QQ0648;                    North         East    Units  Estimated Accuracy
 QQ0648;SPC SD N     -   236,760.      844,140.      MT  (+/- 180 meters Scaled)
 QQ0648
 QQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR665875(NAD 83)
 QQ0648
 QQ0648                          SUPERSEDED SURVEY CONTROL
 QQ0648
 QQ0648.No superseded survey control is available for this station.
 QQ0648
 QQ0648_MARKER: Z = SEE DESCRIPTION
 QQ0648_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0648_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0648+STABILITY: POSITION/ELEVATION WELL
 QQ0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0648+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0648
 QQ0648  HISTORY     - Date     Condition        Report By
 QQ0648  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0648  HISTORY     - 19900725 GOOD             NGS
 QQ0648
 QQ0648                          STATION DESCRIPTION
 QQ0648
 QQ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0648'8.2 KM (5.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0648'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 1.0 KM (0.6
 QQ0648'MI) NORTHEAST OF MILEPOST 251, 28.6 M (93.8 FT) SOUTHEAST OF THE
 QQ0648'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 21.4 M (70.2 FT)
 QQ0648'SOUTHEAST OF THE SOUTH CORNER OF THE NORTHBOUND HIGHWAY OVERPASS OF A
 QQ0648'COUNTY ROAD, 5.0 M (16.4 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.7 M
 QQ0648'(5.6 FT) NORTHWEST OF A FENCE, AND 0.3 M (1.0 FT) NORTHEAST OF A
 QQ0648'WITNESS POST.  NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP
 QQ0648'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 QQ0648'THROUGH AN 8 BY 8-INCH METAL PLATE.  THE PIPE AND SLEEVE DEPTH IS
 QQ0648'UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0647 ***********************************************************************
 QQ0647  DESIGNATION -  I29 251.62
 QQ0647  PID         -  QQ0647
 QQ0647  STATE/COUNTY-  SD/ROBERTS
 QQ0647  COUNTRY     -  US
 QQ0647  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0647
 QQ0647                         *CURRENT SURVEY CONTROL
 QQ0647  ______________________________________________________________________
 QQ0647* NAD 83(1986) POSITION- 45 55 16.     (N) 096 51 10.     (W)   SCALED
 QQ0647* NAVD 88 ORTHO HEIGHT -   341.391 (meters)     1120.05  (feet) ADJUSTED
 QQ0647  ______________________________________________________________________
 QQ0647  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 QQ0647  DYNAMIC HEIGHT  -        341.389 (meters)     1120.04  (feet) COMP
 QQ0647  MODELED GRAVITY -    980,601.1   (mgal)                       NAVD 88
 QQ0647
 QQ0647  VERT ORDER      -  FIRST     CLASS II
 QQ0647
 QQ0647.The horizontal coordinates were scaled from a map and have
 QQ0647.an estimated accuracy of +/- 6 seconds.
 QQ0647
 QQ0647.The orthometric height was determined by differential leveling and
 QQ0647.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0647.in June 1991.
 QQ0647
 QQ0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0647.GEOID18 height accuracy estimate available here.
 QQ0647
 QQ0647.Click photographs - Photos may exist for this station.
 QQ0647
 QQ0647.The dynamic height is computed by dividing the NAVD 88
 QQ0647.geopotential number by the normal gravity value computed on the
 QQ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0647.degrees latitude (g = 980.6199 gals.).
 QQ0647
 QQ0647.The modeled gravity was interpolated from observed gravity values.
 QQ0647
 QQ0647;                    North         East    Units  Estimated Accuracy
 QQ0647;SPC SD N     -   236,760.      844,090.      MT  (+/- 180 meters Scaled)
 QQ0647
 QQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR664875(NAD 83)
 QQ0647
 QQ0647                          SUPERSEDED SURVEY CONTROL
 QQ0647
 QQ0647.No superseded survey control is available for this station.
 QQ0647
 QQ0647_MARKER: DB = BENCH MARK DISK
 QQ0647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0647_SP_SET: ABUTMENT
 QQ0647_STAMPING: 29-251.62 1981 1119.48
 QQ0647_MARK LOGO: SDDT
 QQ0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0647+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 QQ0647
 QQ0647  HISTORY     - Date     Condition        Report By
 QQ0647  HISTORY     - 1981     MONUMENTED       SDDT
 QQ0647  HISTORY     - 19900725 GOOD             NGS
 QQ0647  HISTORY     - 20130806 GOOD             GEOCAC
 QQ0647
 QQ0647                          STATION DESCRIPTION
 QQ0647
 QQ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0647'8.2 KM (5.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0647'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), IN TOP OF AND
 QQ0647'1.0 M (3.3 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 QQ0647'THE SOUTHBOUND HIGHWAY OVERPASS OF A COUNTY ROAD, 1.5 KM (0.9 MI)
 QQ0647'NORTHEAST OF MILEPOST 251, 6.1 M (20.0 FT) SOUTHEAST OF AND LEVEL
 QQ0647'WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.45
 QQ0647'M (1.48 FT) EAST-SOUTHEAST OF A WITNESS POST.
 QQ0647
 QQ0647                          STATION RECOVERY (2013)
 QQ0647
 QQ0647'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 QQ0647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0646 ***********************************************************************
 QQ0646  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0646  DESIGNATION -  I29 252.20
 QQ0646  PID         -  QQ0646
 QQ0646  STATE/COUNTY-  SD/ROBERTS
 QQ0646  COUNTRY     -  US
 QQ0646  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0646
 QQ0646                         *CURRENT SURVEY CONTROL
 QQ0646  ______________________________________________________________________
 QQ0646* NAD 83(2011) POSITION- 45 55 42.87007(N) 096 50 50.17092(W)   ADJUSTED
 QQ0646* NAD 83(2011) ELLIP HT-   307.824 (meters)        (06/27/12)   ADJUSTED
 QQ0646* NAD 83(2011) EPOCH   -  2010.00
 QQ0646* NAVD 88 ORTHO HEIGHT -   334.017 (meters)     1095.85  (feet) ADJUSTED
 QQ0646  ______________________________________________________________________
 QQ0646  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 QQ0646  NAD 83(2011) X  -   -529,856.418 (meters)                     COMP
 QQ0646  NAD 83(2011) Y  - -4,412,542.947 (meters)                     COMP
 QQ0646  NAD 83(2011) Z  -  4,559,950.301 (meters)                     COMP
 QQ0646  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 QQ0646  DYNAMIC HEIGHT  -        334.015 (meters)     1095.85  (feet) COMP
 QQ0646  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 QQ0646
 QQ0646  VERT ORDER      -  FIRST     CLASS II
 QQ0646
 QQ0646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0646  Standards:
 QQ0646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0646  -------------------------------------------------------------------
 QQ0646  NETWORK    0.74   1.39           0.34   0.25   0.71      0.03254265
 QQ0646  -------------------------------------------------------------------
 QQ0646  Click here for local accuracies and other accuracy information.
 QQ0646
 QQ0646.The horizontal coordinates were established by GPS observations
 QQ0646.and adjusted by the National Geodetic Survey in June 2012.
 QQ0646
 QQ0646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0646.been affixed to the stable North American tectonic plate. See 
 QQ0646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0646
 QQ0646.The horizontal coordinates are valid at the epoch date displayed above
 QQ0646.which is a decimal equivalence of Year/Month/Day.
 QQ0646
 QQ0646.The orthometric height was determined by differential leveling and
 QQ0646.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0646.in June 1991.
 QQ0646
 QQ0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0646.GEOID18 height accuracy estimate available here.
 QQ0646
 QQ0646.Click photographs - Photos may exist for this station.
 QQ0646
 QQ0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0646
 QQ0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0646
 QQ0646.The ellipsoidal height was determined by GPS observations
 QQ0646.and is referenced to NAD 83.
 QQ0646
 QQ0646.The dynamic height is computed by dividing the NAVD 88
 QQ0646.geopotential number by the normal gravity value computed on the
 QQ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0646.degrees latitude (g = 980.6199 gals.).
 QQ0646
 QQ0646.The modeled gravity was interpolated from observed gravity values.
 QQ0646
 QQ0646. The following values were computed from the NAD 83(2011) position.
 QQ0646
 QQ0646;                    North         East     Units Scale Factor Converg.
 QQ0646;SPC SD N     -   237,604.011   844,486.968   MT  1.00005659   +2 13 52.7
 QQ0646;SPC SD N     -   779,539.16  2,770,620.99   sFT  1.00005659   +2 13 52.7
 QQ0646;UTM  14      - 5,088,365.018   666,904.021   MT  0.99994247   +1 32 49.3
 QQ0646
 QQ0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0646!SPC SD N     -   0.99995174  x   1.00005659  =   1.00000833
 QQ0646!UTM  14      -   0.99995174  x   0.99994247  =   0.99989422
 QQ0646
 QQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6690488365(NAD 83)
 QQ0646
 QQ0646                          SUPERSEDED SURVEY CONTROL
 QQ0646
 QQ0646  NAD 83(2007)-  45 55 42.87009(N)    096 50 50.17186(W) AD(2002.00) 0
 QQ0646  ELLIP H (02/10/07)  307.871  (m)                       GP(2002.00)    
 QQ0646  NAD 83(1996)-  45 55 42.86982(N)    096 50 50.17167(W) AD(       ) A
 QQ0646  ELLIP H (06/23/03)  307.879  (m)                       GP(       ) 3 1
 QQ0646  NAVD 88             334.02   (m)         1095.9    (f) LEVELING    3  
 QQ0646
 QQ0646.Superseded values are not recommended for survey control.
 QQ0646
 QQ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0646.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0646
 QQ0646_MARKER: DB = BENCH MARK DISK
 QQ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0646_STAMPING: 29.252.20 1981 109 .25
 QQ0646_MARK LOGO: SDDT
 QQ0646_PROJECTION: FLUSH
 QQ0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0646+STABILITY: SURFACE MOTION
 QQ0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0646+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2013
 QQ0646
 QQ0646  HISTORY     - Date     Condition        Report By
 QQ0646  HISTORY     - 19810401 MONUMENTED       SDDT
 QQ0646  HISTORY     - 19900725 GOOD             NGS
 QQ0646  HISTORY     - 20020604 GOOD             SDDT
 QQ0646  HISTORY     - 20101005 GOOD             MNDT
 QQ0646  HISTORY     - 20130625 GOOD             MNDT
 QQ0646
 QQ0646                          STATION DESCRIPTION
 QQ0646
 QQ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0646'9.1 KM (5.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0646'JUNCTION OF STATE HIGHWAY 127 (NEW EFFINGTON EXIT 246), 0.35 KM (0.22
 QQ0646'MI) NORTHEAST OF MILEPOST 252, 58.8 M (192.9 FT) SOUTHWEST OF THE
 QQ0646'MOST SOUTHWESTERLY OF 2 FENCE BRACE POSTS, 29.2 M (95.8 FT) SOUTHEAST
 QQ0646'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 16.4 M
 QQ0646'(53.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A 24-INCH CULVERT,
 QQ0646'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT)
 QQ0646'NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.04 M
 QQ0646'(0.13 FT) BELOW THE GROUND SURFACE.
 QQ0646
 QQ0646                          STATION RECOVERY (2002)
 QQ0646
 QQ0646'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 QQ0646'RECOVERED AS DESCRIBED
 QQ0646
 QQ0646                          STATION RECOVERY (2010)
 QQ0646
 QQ0646'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QQ0646'5.7 MI (9.2 KM) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 QQ0646'JUNCTION OF STATE HIGHWAY 127, 0.22 MI (0.4 KM) NORTHEAST OF MILEPOST
 QQ0646'252, 192.9 FT (58.8 M) SOUTHWEST OF THE MOST SOUTHWESTERLY OF TWO
 QQ0646'FENCE BRACE POSTS, 95.8 FT (29.2 M) SOUTHEAST OF THE NORTHBOUND LANES
 QQ0646'OF THE HIGHWAY, 53.8 FT (16.4 M) SOUTH-SOUTHEAST OF THE SOUTHEAST END
 QQ0646'OF A 24-INCH (61 CM) CULVERT, 3.9 FT (1.2 M) BELOW THE RAIL OF THE
 QQ0646'HIGHWAY, 0.82 FT (25 CM) NORTHWEST OF A WITNESS POST.
 QQ0646
 QQ0646                          STATION RECOVERY (2013)
 QQ0646
 QQ0646'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (DXS)
 QQ0646'5.7 MILES NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE JUNCTION OF
 QQ0646'STATE HIGHWAY 127, 0.22 MILE NORTHEAST OF MILEPOST 252, 192.9 FEET
 QQ0646'SOUTHWEST OF THE MOST SOUTHWESTERLY OF TWO FENCE BRACE POSTS, 95.8
 QQ0646'FEET SOUTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, 53.8 FEET
 QQ0646'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A 24-INCH CULVERT, 3.9 FEET
 QQ0646'BELOW THE RAIL OF THE HIGHWAY, 0.82 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0688 ***********************************************************************
 QQ0688  DESIGNATION -  I29 BM 35 55
 QQ0688  PID         -  QQ0688
 QQ0688  STATE/COUNTY-  SD/ROBERTS
 QQ0688  COUNTRY     -  US
 QQ0688  USGS QUAD   -  PEEVER NW (2017)
 QQ0688
 QQ0688                         *CURRENT SURVEY CONTROL
 QQ0688  ______________________________________________________________________
 QQ0688* NAD 83(1986) POSITION- 45 39 42.     (N) 096 59 13.     (W)   SCALED
 QQ0688* NAVD 88 ORTHO HEIGHT -   351.786 (meters)     1154.15  (feet) ADJUSTED
 QQ0688  ______________________________________________________________________
 QQ0688  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 QQ0688  DYNAMIC HEIGHT  -        351.771 (meters)     1154.10  (feet) COMP
 QQ0688  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 QQ0688
 QQ0688  VERT ORDER      -  FIRST     CLASS II
 QQ0688
 QQ0688.The horizontal coordinates were scaled from a map and have
 QQ0688.an estimated accuracy of +/- 6 seconds.
 QQ0688
 QQ0688.The orthometric height was determined by differential leveling and
 QQ0688.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0688.in June 1991.
 QQ0688
 QQ0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0688.GEOID18 height accuracy estimate available here.
 QQ0688
 QQ0688.Click photographs - Photos may exist for this station.
 QQ0688
 QQ0688.The dynamic height is computed by dividing the NAVD 88
 QQ0688.geopotential number by the normal gravity value computed on the
 QQ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0688.degrees latitude (g = 980.6199 gals.).
 QQ0688
 QQ0688.The modeled gravity was interpolated from observed gravity values.
 QQ0688
 QQ0688;                    North         East    Units  Estimated Accuracy
 QQ0688;SPC SD N     -   207,550.      834,770.      MT  (+/- 180 meters Scaled)
 QQ0688
 QQ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR568584(NAD 83)
 QQ0688
 QQ0688                          SUPERSEDED SURVEY CONTROL
 QQ0688
 QQ0688.No superseded survey control is available for this station.
 QQ0688
 QQ0688_MARKER: Z = SEE DESCRIPTION
 QQ0688_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QQ0688_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0688+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0688
 QQ0688  HISTORY     - Date     Condition        Report By
 QQ0688  HISTORY     - 1982     MONUMENTED       SDDT
 QQ0688  HISTORY     - 19900725 GOOD             NGS
 QQ0688
 QQ0688                          STATION DESCRIPTION
 QQ0688
 QQ0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0688'0.3 KM (0.2 MI) WESTERLY ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 QQ0688'INTERSTATE HIGHWAY 29 (SISSETON EXIT 232), THENCE 0.25 KM (0.16 MI)
 QQ0688'NORTHERLY ALONG A SERVICE ROAD, 1.4 M (4.6 FT) SOUTH-SOUTHEAST OF THE
 QQ0688'CENTER OF THE EAST ENTRANCE TO A HIGHWAY DEPARTMENT MAINTENANCE
 QQ0688'BUILDING, AND 0.6 M (2.0 FT) EAST OF THE SOUTHEAST CORNER OF THE
 QQ0688'BUILDING.  NOTE--THE DATUM POINT IS AN UNSTAMPED IRON PIPE CAP
 QQ0688'ATTACHED TO A 1 1/2 INCH IRON PIPE.  ACCESS TO THE DATUM POINT IS
 QQ0688'THROUGH AN 8-INCH METAL COVER AND THEN THROUGH A 4-INCH PVC SCREW
 QQ0688'CAP.  NOTE--A GALVANIZED STEEL PIPE SET TO A DEPTH OF 6.4 M (21.0 FT)
 QQ0688'IN A SLEEVE WHICH THE DEPTH IS UNKNOWN, ENCASED IN A PIPE PROJECTING
 QQ0688'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0620 ***********************************************************************
 PV0620  DESIGNATION -  I90 000.0
 PV0620  PID         -  PV0620
 PV0620  STATE/COUNTY-  SD/LAWRENCE
 PV0620  COUNTRY     -  US
 PV0620  USGS QUAD   -  BEULAH (2017)
 PV0620
 PV0620                         *CURRENT SURVEY CONTROL
 PV0620  ______________________________________________________________________
 PV0620* NAD 83(1986) POSITION- 44 32 35.     (N) 104 03 21.     (W)   SCALED
 PV0620* NAVD 88 ORTHO HEIGHT -  1078.133 (meters)     3537.17  (feet) ADJUSTED
 PV0620  ______________________________________________________________________
 PV0620  GEOID HEIGHT    -        -14.443 (meters)                     GEOID18
 PV0620  DYNAMIC HEIGHT  -       1077.788 (meters)     3536.04  (feet) COMP
 PV0620  MODELED GRAVITY -    980,261.1   (mgal)                       NAVD 88
 PV0620
 PV0620  VERT ORDER      -  FIRST     CLASS II
 PV0620
 PV0620.The horizontal coordinates were scaled from a map and have
 PV0620.an estimated accuracy of +/- 6 seconds.
 PV0620
 PV0620.The orthometric height was determined by differential leveling and
 PV0620.adjusted by the NATIONAL GEODETIC SURVEY
 PV0620.in September 1993.
 PV0620
 PV0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0620.GEOID18 height accuracy estimate available here.
 PV0620
 PV0620.Click photographs - Photos may exist for this station.
 PV0620
 PV0620.The dynamic height is computed by dividing the NAVD 88
 PV0620.geopotential number by the normal gravity value computed on the
 PV0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0620.degrees latitude (g = 980.6199 gals.).
 PV0620
 PV0620.The modeled gravity was interpolated from observed gravity values.
 PV0620
 PV0620;                    North         East    Units  Estimated Accuracy
 PV0620;SPC SD N     -    86,940.      277,820.      MT  (+/- 180 meters Scaled)
 PV0620
 PV0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK750326(NAD 83)
 PV0620
 PV0620                          SUPERSEDED SURVEY CONTROL
 PV0620
 PV0620.No superseded survey control is available for this station.
 PV0620
 PV0620_MARKER: Z = SEE DESCRIPTION
 PV0620_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PV0620_STAMPING: 90-00.0
 PV0620_MARK LOGO: NGS
 PV0620_PROJECTION: PROJECTING 5 CENTIMETERS
 PV0620_MAGNETIC: P = MARKER IS A STEEL PIPE
 PV0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0620+STABILITY: POSITION/ELEVATION WELL
 PV0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0620+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 PV0620_ROD/PIPE-DEPTH: 6.4 meters
 PV0620_SLEEVE-DEPTH  : 2.0 meters
 PV0620
 PV0620  HISTORY     - Date     Condition        Report By
 PV0620  HISTORY     - UNK      MONUMENTED       SDDT
 PV0620  HISTORY     - 19910815 GOOD             NGS
 PV0620
 PV0620                          STATION DESCRIPTION
 PV0620
 PV0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0620'19.7 KM (12.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0620'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, AT THE SOUTH
 PV0620'DAKOTA-WYOMING STATE LINE, A STAINLESS STEEL BALL EPOXIED TO A PIPE
 PV0620'CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 24.1 M
 PV0620'(79.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PV0620'HIGHWAY, 16.4 M (53.8 FT) NORTH OF MILEPOST 207, 1.3 M (4.3 FT) BELOW
 PV0620'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST
 PV0620'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PV0620'CAP AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0619 ***********************************************************************
 PV0619  DESIGNATION -  I90 000.98
 PV0619  PID         -  PV0619
 PV0619  STATE/COUNTY-  SD/LAWRENCE
 PV0619  COUNTRY     -  US
 PV0619  USGS QUAD   -  BEULAH (2017)
 PV0619
 PV0619                         *CURRENT SURVEY CONTROL
 PV0619  ______________________________________________________________________
 PV0619* NAD 83(1986) POSITION- 44 32 47.     (N) 104 02 13.     (W)   SCALED
 PV0619* NAVD 88 ORTHO HEIGHT -  1061.855 (meters)     3483.77  (feet) ADJUSTED
 PV0619  ______________________________________________________________________
 PV0619  GEOID HEIGHT    -        -14.500 (meters)                     GEOID18
 PV0619  DYNAMIC HEIGHT  -       1061.511 (meters)     3482.64  (feet) COMP
 PV0619  MODELED GRAVITY -    980,257.6   (mgal)                       NAVD 88
 PV0619
 PV0619  VERT ORDER      -  FIRST     CLASS II
 PV0619
 PV0619.The horizontal coordinates were scaled from a map and have
 PV0619.an estimated accuracy of +/- 6 seconds.
 PV0619
 PV0619.The orthometric height was determined by differential leveling and
 PV0619.adjusted by the NATIONAL GEODETIC SURVEY
 PV0619.in September 1993.
 PV0619
 PV0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0619.GEOID18 height accuracy estimate available here.
 PV0619
 PV0619.Click photographs - Photos may exist for this station.
 PV0619
 PV0619.The dynamic height is computed by dividing the NAVD 88
 PV0619.geopotential number by the normal gravity value computed on the
 PV0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0619.degrees latitude (g = 980.6199 gals.).
 PV0619
 PV0619.The modeled gravity was interpolated from observed gravity values.
 PV0619
 PV0619;                    North         East    Units  Estimated Accuracy
 PV0619;SPC SD N     -    87,230.      279,340.      MT  (+/- 180 meters Scaled)
 PV0619
 PV0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK765330(NAD 83)
 PV0619
 PV0619                          SUPERSEDED SURVEY CONTROL
 PV0619
 PV0619.No superseded survey control is available for this station.
 PV0619
 PV0619_MARKER: DB = BENCH MARK DISK
 PV0619_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PV0619_STAMPING: 90-0.98
 PV0619_MARK LOGO: SDDT
 PV0619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PV0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0619+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 PV0619
 PV0619  HISTORY     - Date     Condition        Report By
 PV0619  HISTORY     - UNK      MONUMENTED       SDDT
 PV0619  HISTORY     - 19910815 GOOD             NGS
 PV0619  HISTORY     - 20120306 GOOD             INDIV
 PV0619
 PV0619                          STATION DESCRIPTION
 PV0619
 PV0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0619'18.1 KM (11.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0619'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 32.9 M (107.9
 PV0619'FT) NORTHWEST OF MILEPOST 1, 31.6 M (103.7 FT) NORTH OF THE
 PV0619'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 31.3 M (102.7 FT)
 PV0619'EAST OF A BRACED FENCE CORNER, 22.8 M (74.8 FT) SOUTH OF THE
 PV0619'CENTERLINE OF OLD U.S. HIGHWAY 14, 0.8 M (2.6 FT) BELOW THE LEVEL OF
 PV0619'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 PV0619'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PV0619
 PV0619                          STATION RECOVERY (2012)
 PV0619
 PV0619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0618 ***********************************************************************
 PV0618  DESIGNATION -  I90 001.62
 PV0618  PID         -  PV0618
 PV0618  STATE/COUNTY-  SD/LAWRENCE
 PV0618  COUNTRY     -  US
 PV0618  USGS QUAD   -  BEULAH (2017)
 PV0618
 PV0618                         *CURRENT SURVEY CONTROL
 PV0618  ______________________________________________________________________
 PV0618* NAD 83(1986) POSITION- 44 32 47.74   (N) 104 01 25.79   (W)   HD_HELD1
 PV0618* NAVD 88 ORTHO HEIGHT -  1049.954 (meters)     3444.72  (feet) ADJUSTED
 PV0618  ______________________________________________________________________
 PV0618  GEOID HEIGHT    -        -14.533 (meters)                     GEOID18
 PV0618  DYNAMIC HEIGHT  -       1049.611 (meters)     3443.60  (feet) COMP
 PV0618  MODELED GRAVITY -    980,254.8   (mgal)                       NAVD 88
 PV0618
 PV0618  VERT ORDER      -  FIRST     CLASS II
 PV0618
 PV0618.The horizontal coordinates were determined by differentially corrected
 PV0618.hand held GPS observations or other comparable positioning techniques
 PV0618.and have an estimated accuracy of +/- 3 meters.
 PV0618
 PV0618.The orthometric height was determined by differential leveling and
 PV0618.adjusted by the NATIONAL GEODETIC SURVEY
 PV0618.in September 1993.
 PV0618
 PV0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0618.GEOID18 height accuracy estimate available here.
 PV0618
 PV0618.Click photographs - Photos may exist for this station.
 PV0618
 PV0618.The dynamic height is computed by dividing the NAVD 88
 PV0618.geopotential number by the normal gravity value computed on the
 PV0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0618.degrees latitude (g = 980.6199 gals.).
 PV0618
 PV0618.The modeled gravity was interpolated from observed gravity values.
 PV0618
 PV0618;                    North         East    Units  Estimated Accuracy
 PV0618;SPC SD N     -    87,204.0     280,380.3     MT  (+/- 3 meters HH1 GPS) 
 PV0618
 PV0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7754133048(NAD 83)
 PV0618
 PV0618                          SUPERSEDED SURVEY CONTROL
 PV0618
 PV0618.No superseded survey control is available for this station.
 PV0618
 PV0618_MARKER: Z = SEE DESCRIPTION
 PV0618_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PV0618_STAMPING: 90-1.62
 PV0618_MARK LOGO: NGS
 PV0618_PROJECTION: PROJECTING 5 CENTIMETERS
 PV0618_MAGNETIC: P = MARKER IS A STEEL PIPE
 PV0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0618+STABILITY: POSITION/ELEVATION WELL
 PV0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0618+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 PV0618_ROD/PIPE-DEPTH: 6.4 meters
 PV0618_SLEEVE-DEPTH  : 2.0 meters
 PV0618
 PV0618  HISTORY     - Date     Condition        Report By
 PV0618  HISTORY     - UNK      MONUMENTED       SDDT
 PV0618  HISTORY     - 19910815 GOOD             NGS
 PV0618  HISTORY     - 20120307 GOOD             INDIV
 PV0618
 PV0618                          STATION DESCRIPTION
 PV0618
 PV0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0618'17.1 KM (10.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0618'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PV0618'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PV0618'GALVANIZED STEEL PIPE, 100.0 M (328.1 FT) NORTHWEST OF THE NORTHEAST
 PV0618'CORNER OF BRIDGE NUMBER 41-15-041, 29.2 M (95.8 FT) NORTH OF THE
 PV0618'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.5 M (70.5 FT)
 PV0618'SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 14, 9.4 M (30.8 FT) EAST
 PV0618'OF A JOG IN A FENCE LINE, 9.0 M (29.5 FT) SOUTHWEST OF A UTILITY
 PV0618'POLE, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 PV0618'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PV0618'THROUGH A 4-INCH PVC CAP.
 PV0618
 PV0618                          STATION RECOVERY (2012)
 PV0618
 PV0618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0618'CONCRETE CRACKED AROUND THE CASE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0617 ***********************************************************************
 PV0617  DESIGNATION -  I90 001.85
 PV0617  PID         -  PV0617
 PV0617  STATE/COUNTY-  SD/LAWRENCE
 PV0617  COUNTRY     -  US
 PV0617  USGS QUAD   -  BEULAH (2017)
 PV0617
 PV0617                         *CURRENT SURVEY CONTROL
 PV0617  ______________________________________________________________________
 PV0617* NAD 83(1986) POSITION- 44 32 47.     (N) 104 01 12.     (W)   SCALED
 PV0617* NAVD 88 ORTHO HEIGHT -  1049.754 (meters)     3444.07  (feet) ADJUSTED
 PV0617  ______________________________________________________________________
 PV0617  GEOID HEIGHT    -        -14.541 (meters)                     GEOID18
 PV0617  DYNAMIC HEIGHT  -       1049.410 (meters)     3442.94  (feet) COMP
 PV0617  MODELED GRAVITY -    980,254.0   (mgal)                       NAVD 88
 PV0617
 PV0617  VERT ORDER      -  FIRST     CLASS II
 PV0617
 PV0617.The horizontal coordinates were scaled from a map and have
 PV0617.an estimated accuracy of +/- 6 seconds.
 PV0617
 PV0617.The orthometric height was determined by differential leveling and
 PV0617.adjusted by the NATIONAL GEODETIC SURVEY
 PV0617.in September 1993.
 PV0617
 PV0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0617.GEOID18 height accuracy estimate available here.
 PV0617
 PV0617.Click photographs - Photos may exist for this station.
 PV0617
 PV0617.The dynamic height is computed by dividing the NAVD 88
 PV0617.geopotential number by the normal gravity value computed on the
 PV0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0617.degrees latitude (g = 980.6199 gals.).
 PV0617
 PV0617.The modeled gravity was interpolated from observed gravity values.
 PV0617
 PV0617;                    North         East    Units  Estimated Accuracy
 PV0617;SPC SD N     -    87,170.      280,680.      MT  (+/- 180 meters Scaled)
 PV0617
 PV0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK778330(NAD 83)
 PV0617
 PV0617                          SUPERSEDED SURVEY CONTROL
 PV0617
 PV0617.No superseded survey control is available for this station.
 PV0617
 PV0617_MARKER: DB = BENCH MARK DISK
 PV0617_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PV0617_STAMPING: 90-1.85
 PV0617_MARK LOGO: SDDT
 PV0617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PV0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0617+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 PV0617
 PV0617  HISTORY     - Date     Condition        Report By
 PV0617  HISTORY     - UNK      MONUMENTED       SDDT
 PV0617  HISTORY     - 19910815 GOOD             NGS
 PV0617  HISTORY     - 20120307 GOOD             INDIV
 PV0617
 PV0617                          STATION DESCRIPTION
 PV0617
 PV0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0617'16.7 KM (10.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0617'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 200.0 M (656.2
 PV0617'FT) NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 41-15-041,
 PV0617'61.0 M (200.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A RANCH HOUSE,
 PV0617'46.9 M (153.9 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 29.0 M
 PV0617'(95.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PV0617'HIGHWAY, 17.9 M (58.7 FT) SOUTH OF THE CENTERLINE OF OLD U.S.
 PV0617'HIGHWAY 14, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 PV0617'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 PV0617'0.04 M (0.13 FT) BELOW THE GROUND SURFACE.
 PV0617
 PV0617                          STATION RECOVERY (2012)
 PV0617
 PV0617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0616 ***********************************************************************
 PV0616  DESIGNATION -  I90 002.39
 PV0616  PID         -  PV0616
 PV0616  STATE/COUNTY-  SD/LAWRENCE
 PV0616  COUNTRY     -  US
 PV0616  USGS QUAD   -  BEULAH (2017)
 PV0616
 PV0616                         *CURRENT SURVEY CONTROL
 PV0616  ______________________________________________________________________
 PV0616* NAD 83(1986) POSITION- 44 32 48.     (N) 104 00 33.     (W)   SCALED
 PV0616* NAVD 88 ORTHO HEIGHT -  1058.273 (meters)     3472.02  (feet) ADJUSTED
 PV0616  ______________________________________________________________________
 PV0616  GEOID HEIGHT    -        -14.566 (meters)                     GEOID18
 PV0616  DYNAMIC HEIGHT  -       1057.925 (meters)     3470.88  (feet) COMP
 PV0616  MODELED GRAVITY -    980,252.4   (mgal)                       NAVD 88
 PV0616
 PV0616  VERT ORDER      -  FIRST     CLASS II
 PV0616
 PV0616.The horizontal coordinates were scaled from a map and have
 PV0616.an estimated accuracy of +/- 6 seconds.
 PV0616
 PV0616.The orthometric height was determined by differential leveling and
 PV0616.adjusted by the NATIONAL GEODETIC SURVEY
 PV0616.in September 1993.
 PV0616
 PV0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0616.GEOID18 height accuracy estimate available here.
 PV0616
 PV0616.Click photographs - Photos may exist for this station.
 PV0616
 PV0616.The dynamic height is computed by dividing the NAVD 88
 PV0616.geopotential number by the normal gravity value computed on the
 PV0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0616.degrees latitude (g = 980.6199 gals.).
 PV0616
 PV0616.The modeled gravity was interpolated from observed gravity values.
 PV0616
 PV0616;                    North         East    Units  Estimated Accuracy
 PV0616;SPC SD N     -    87,150.      281,550.      MT  (+/- 180 meters Scaled)
 PV0616
 PV0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK787330(NAD 83)
 PV0616
 PV0616                          SUPERSEDED SURVEY CONTROL
 PV0616
 PV0616.No superseded survey control is available for this station.
 PV0616
 PV0616_MARKER: Z = SEE DESCRIPTION
 PV0616_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PV0616_STAMPING: 90-2.39
 PV0616_MARK LOGO: NGS
 PV0616_PROJECTION: FLUSH
 PV0616_MAGNETIC: P = MARKER IS A STEEL PIPE
 PV0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0616+STABILITY: POSITION/ELEVATION WELL
 PV0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0616+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 PV0616_ROD/PIPE-DEPTH: 6.4 meters
 PV0616_SLEEVE-DEPTH  : 2.0 meters
 PV0616
 PV0616  HISTORY     - Date     Condition        Report By
 PV0616  HISTORY     - 1990     MONUMENTED       SDDT
 PV0616  HISTORY     - 19910819 GOOD             NGS
 PV0616  HISTORY     - 20120307 GOOD             INDIV
 PV0616
 PV0616                          STATION DESCRIPTION
 PV0616
 PV0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0616'15.8 KM (9.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0616'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PV0616'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PV0616'GALVANIZED STEEL PIPE, 255.0 M (836.6 FT) EAST OF THE NORTHEAST
 PV0616'CORNER OF BRIDGE NUMBER 41-20-041, 56.5 M (185.4 FT) NORTH OF THE
 PV0616'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 30.3 M (99.4 FT)
 PV0616'NORTH OF THE CENTER OF A WESTBOUND OFF-RAMP (EXIT 2), 18.5 M (60.7
 PV0616'FT) SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 14, 1.7 M (5.6 FT)
 PV0616'BELOW THE LEVEL OF THE RAMP, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS
 PV0616'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PV0616'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PV0616
 PV0616                          STATION RECOVERY (2012)
 PV0616
 PV0616'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0615 ***********************************************************************
 PV0615  DESIGNATION -  I90 002.80
 PV0615  PID         -  PV0615
 PV0615  STATE/COUNTY-  SD/LAWRENCE
 PV0615  COUNTRY     -  US
 PV0615  USGS QUAD   -  BEULAH (2017)
 PV0615
 PV0615                         *CURRENT SURVEY CONTROL
 PV0615  ______________________________________________________________________
 PV0615* NAD 83(1986) POSITION- 44 32 47.     (N) 104 00 05.     (W)   SCALED
 PV0615* NAVD 88 ORTHO HEIGHT -  1071.114 (meters)     3514.15  (feet) ADJUSTED
 PV0615  ______________________________________________________________________
 PV0615  GEOID HEIGHT    -        -14.581 (meters)                     GEOID18
 PV0615  DYNAMIC HEIGHT  -       1070.761 (meters)     3512.99  (feet) COMP
 PV0615  MODELED GRAVITY -    980,251.2   (mgal)                       NAVD 88
 PV0615
 PV0615  VERT ORDER      -  FIRST     CLASS II
 PV0615
 PV0615.The horizontal coordinates were scaled from a map and have
 PV0615.an estimated accuracy of +/- 6 seconds.
 PV0615
 PV0615.The orthometric height was determined by differential leveling and
 PV0615.adjusted by the NATIONAL GEODETIC SURVEY
 PV0615.in September 1993.
 PV0615
 PV0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0615.GEOID18 height accuracy estimate available here.
 PV0615
 PV0615.Click photographs - Photos may exist for this station.
 PV0615
 PV0615.The dynamic height is computed by dividing the NAVD 88
 PV0615.geopotential number by the normal gravity value computed on the
 PV0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0615.degrees latitude (g = 980.6199 gals.).
 PV0615
 PV0615.The modeled gravity was interpolated from observed gravity values.
 PV0615
 PV0615;                    North         East    Units  Estimated Accuracy
 PV0615;SPC SD N     -    87,090.      282,160.      MT  (+/- 180 meters Scaled)
 PV0615
 PV0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK793330(NAD 83)
 PV0615
 PV0615                          SUPERSEDED SURVEY CONTROL
 PV0615
 PV0615.No superseded survey control is available for this station.
 PV0615
 PV0615_MARKER: DB = BENCH MARK DISK
 PV0615_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PV0615_STAMPING: 90-2.80
 PV0615_MARK LOGO: SDDT
 PV0615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PV0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0615+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 PV0615
 PV0615  HISTORY     - Date     Condition        Report By
 PV0615  HISTORY     - UNK      MONUMENTED       SDDT
 PV0615  HISTORY     - 19910815 GOOD             NGS
 PV0615  HISTORY     - 20120307 GOOD             INDIV
 PV0615
 PV0615                          STATION DESCRIPTION
 PV0615
 PV0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0615'15.2 M (49.9 FT) WESTERLY ALONG INTERSTATE HIGHWAY 14 FROM THE
 PV0615'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 285.0 M (935.0
 PV0615'FT) EAST OF A HIGHWAY INFORMATION SIGN (EXIT 2 MCNENNY STATE FISH
 PV0615'HATCHERY), 35.8 M (117.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 PV0615'LANES OF THE HIGHWAY, 35.4 M (116.1 FT) WEST OF A BRACED FENCE POST,
 PV0615'1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH
 PV0615'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.05 M
 PV0615'(0.16 FT) BELOW THE GROUND SURFACE.
 PV0615
 PV0615                          STATION RECOVERY (2012)
 PV0615
 PV0615'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2642 ***********************************************************************
 PU2642  DESIGNATION -  I90 004.46
 PU2642  PID         -  PU2642
 PU2642  STATE/COUNTY-  SD/LAWRENCE
 PU2642  COUNTRY     -  US
 PU2642  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2642
 PU2642                         *CURRENT SURVEY CONTROL
 PU2642  ______________________________________________________________________
 PU2642* NAD 83(1986) POSITION- 44 32 42.     (N) 103 58 07.     (W)   SCALED
 PU2642* NAVD 88 ORTHO HEIGHT -  1073.188 (meters)     3520.95  (feet) ADJUSTED
 PU2642  ______________________________________________________________________
 PU2642  GEOID HEIGHT    -        -14.641 (meters)                     GEOID18
 PU2642  DYNAMIC HEIGHT  -       1072.833 (meters)     3519.79  (feet) COMP
 PU2642  MODELED GRAVITY -    980,250.3   (mgal)                       NAVD 88
 PU2642
 PU2642  VERT ORDER      -  FIRST     CLASS II
 PU2642
 PU2642.The horizontal coordinates were scaled from a map and have
 PU2642.an estimated accuracy of +/- 6 seconds.
 PU2642
 PU2642.The orthometric height was determined by differential leveling and
 PU2642.adjusted by the NATIONAL GEODETIC SURVEY
 PU2642.in September 1993.
 PU2642
 PU2642.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2642.GEOID18 height accuracy estimate available here.
 PU2642
 PU2642.Click photographs - Photos may exist for this station.
 PU2642
 PU2642.The dynamic height is computed by dividing the NAVD 88
 PU2642.geopotential number by the normal gravity value computed on the
 PU2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2642.degrees latitude (g = 980.6199 gals.).
 PU2642
 PU2642.The modeled gravity was interpolated from observed gravity values.
 PU2642
 PU2642;                    North         East    Units  Estimated Accuracy
 PU2642;SPC SD N     -    86,810.      284,750.      MT  (+/- 180 meters Scaled)
 PU2642
 PU2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK819329(NAD 83)
 PU2642
 PU2642                          SUPERSEDED SURVEY CONTROL
 PU2642
 PU2642.No superseded survey control is available for this station.
 PU2642
 PU2642_MARKER: DB = BENCH MARK DISK
 PU2642_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2642_STAMPING: 90-4.46
 PU2642_MARK LOGO: SDDT
 PU2642_PROJECTION: RECESSED 4 CENTIMETERS
 PU2642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2642+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2012
 PU2642
 PU2642  HISTORY     - Date     Condition        Report By
 PU2642  HISTORY     - UNK      MONUMENTED       SDDT
 PU2642  HISTORY     - 19910815 GOOD             NGS
 PU2642  HISTORY     - 20120318 GOOD             INDIV
 PU2642
 PU2642                          STATION DESCRIPTION
 PU2642
 PU2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2642'12.6 KM (7.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2642'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 31.8 M (104.3
 PU2642'FT) NORTHWEST OF A BRACED FENCE POST, 31.7 M (104.0 FT) NORTHEAST OF
 PU2642'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.4 M (11.2 FT)
 PU2642'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH-SOUTHWEST OF A
 PU2642'WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.04 M (0.13 FT)
 PU2642'BELOW THE GROUND SURFACE.
 PU2642
 PU2642                          STATION RECOVERY (2012)
 PU2642
 PU2642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2641 ***********************************************************************
 PU2641  DESIGNATION -  I90 005.32
 PU2641  PID         -  PU2641
 PU2641  STATE/COUNTY-  SD/LAWRENCE
 PU2641  COUNTRY     -  US
 PU2641  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2641
 PU2641                         *CURRENT SURVEY CONTROL
 PU2641  ______________________________________________________________________
 PU2641* NAD 83(1986) POSITION- 44 32 15.     (N) 103 57 17.     (W)   SCALED
 PU2641* NAVD 88 ORTHO HEIGHT -  1094.585 (meters)     3591.15  (feet) ADJUSTED
 PU2641  ______________________________________________________________________
 PU2641  GEOID HEIGHT    -        -14.633 (meters)                     GEOID18
 PU2641  DYNAMIC HEIGHT  -       1094.220 (meters)     3589.95  (feet) COMP
 PU2641  MODELED GRAVITY -    980,246.5   (mgal)                       NAVD 88
 PU2641
 PU2641  VERT ORDER      -  FIRST     CLASS II
 PU2641
 PU2641.The horizontal coordinates were scaled from a map and have
 PU2641.an estimated accuracy of +/- 6 seconds.
 PU2641
 PU2641.The orthometric height was determined by differential leveling and
 PU2641.adjusted by the NATIONAL GEODETIC SURVEY
 PU2641.in September 1993.
 PU2641
 PU2641.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2641.GEOID18 height accuracy estimate available here.
 PU2641
 PU2641.Click photographs - Photos may exist for this station.
 PU2641
 PU2641.The dynamic height is computed by dividing the NAVD 88
 PU2641.geopotential number by the normal gravity value computed on the
 PU2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2641.degrees latitude (g = 980.6199 gals.).
 PU2641
 PU2641.The modeled gravity was interpolated from observed gravity values.
 PU2641
 PU2641;                    North         East    Units  Estimated Accuracy
 PU2641;SPC SD N     -    85,920.      285,820.      MT  (+/- 180 meters Scaled)
 PU2641
 PU2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK830321(NAD 83)
 PU2641
 PU2641                          SUPERSEDED SURVEY CONTROL
 PU2641
 PU2641.No superseded survey control is available for this station.
 PU2641
 PU2641_MARKER: DB = BENCH MARK DISK
 PU2641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2641_STAMPING: 90-5.32
 PU2641_MARK LOGO: SDDT
 PU2641_PROJECTION: FLUSH
 PU2641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2641+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 PU2641
 PU2641  HISTORY     - Date     Condition        Report By
 PU2641  HISTORY     - UNK      MONUMENTED       SDDT
 PU2641  HISTORY     - 19910815 GOOD             NGS
 PU2641  HISTORY     - 20120312 GOOD             INDIV
 PU2641
 PU2641                          STATION DESCRIPTION
 PU2641
 PU2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2641'11.2 KM (6.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2641'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, AT THE WEST END
 PU2641'OF A SMALL HIGHWAY CUT, 31.5 M (103.3 FT) NORTHEAST OF THE CENTERLINE
 PU2641'OF THE WESTBOUND LANES OF THE HIGHWAY, 7.8 M (25.6 FT) NORTHWEST OF A
 PU2641'BRACED FENCE POST, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 PU2641'M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 PU2641'FLUSH WITH THE GROUND SURFACE.
 PU2641
 PU2641                          STATION RECOVERY (2012)
 PU2641
 PU2641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2640 ***********************************************************************
 PU2640  DESIGNATION -  I90 006.01
 PU2640  PID         -  PU2640
 PU2640  STATE/COUNTY-  SD/LAWRENCE
 PU2640  COUNTRY     -  US
 PU2640  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2640
 PU2640                         *CURRENT SURVEY CONTROL
 PU2640  ______________________________________________________________________
 PU2640* NAD 83(1986) POSITION- 44 31 48.     (N) 103 56 44.     (W)   SCALED
 PU2640* NAVD 88 ORTHO HEIGHT -  1112.039 (meters)     3648.41  (feet) ADJUSTED
 PU2640  ______________________________________________________________________
 PU2640  GEOID HEIGHT    -        -14.613 (meters)                     GEOID18
 PU2640  DYNAMIC HEIGHT  -       1111.665 (meters)     3647.19  (feet) COMP
 PU2640  MODELED GRAVITY -    980,242.7   (mgal)                       NAVD 88
 PU2640
 PU2640  VERT ORDER      -  FIRST     CLASS II
 PU2640
 PU2640.The horizontal coordinates were scaled from a map and have
 PU2640.an estimated accuracy of +/- 6 seconds.
 PU2640
 PU2640.The orthometric height was determined by differential leveling and
 PU2640.adjusted by the NATIONAL GEODETIC SURVEY
 PU2640.in September 1993.
 PU2640
 PU2640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2640.GEOID18 height accuracy estimate available here.
 PU2640
 PU2640.Click photographs - Photos may exist for this station.
 PU2640
 PU2640.The dynamic height is computed by dividing the NAVD 88
 PU2640.geopotential number by the normal gravity value computed on the
 PU2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2640.degrees latitude (g = 980.6199 gals.).
 PU2640
 PU2640.The modeled gravity was interpolated from observed gravity values.
 PU2640
 PU2640;                    North         East    Units  Estimated Accuracy
 PU2640;SPC SD N     -    85,060.      286,500.      MT  (+/- 180 meters Scaled)
 PU2640
 PU2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK837312(NAD 83)
 PU2640
 PU2640                          SUPERSEDED SURVEY CONTROL
 PU2640
 PU2640.No superseded survey control is available for this station.
 PU2640
 PU2640_MARKER: DB = BENCH MARK DISK
 PU2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2640_STAMPING: 90-6.01
 PU2640_MARK LOGO: SDDT
 PU2640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2640+STABILITY: SURFACE MOTION
 PU2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2640+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 PU2640
 PU2640  HISTORY     - Date     Condition        Report By
 PU2640  HISTORY     - UNK      MONUMENTED       SDDT
 PU2640  HISTORY     - 19910815 GOOD             NGS
 PU2640  HISTORY     - 20120312 GOOD             INDIV
 PU2640
 PU2640                          STATION DESCRIPTION
 PU2640
 PU2640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2640'10.1 KM (6.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2640'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 42.7 M (140.1
 PU2640'FT) EAST OF MILEPOST 6, 31.8 M (104.3 FT) NORTH OF THE CENTERLINE OF
 PU2640'THE WESTBOUND LANES OF THE HIGHWAY, 15.5 M (50.9 FT) NORTH OF THE
 PU2640'MOST WESTERLY OF 3 PINE TREES, 4.2 M (13.8 FT) NORTHWEST OF A BRACED
 PU2640'FENCE POST, 3.8 M (12.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 PU2640'(1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 PU2640'FLUSH WITH THE GROUND SURFACE.
 PU2640
 PU2640                          STATION RECOVERY (2012)
 PU2640
 PU2640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2639 ***********************************************************************
 PU2639  DESIGNATION -  I90 006.74
 PU2639  PID         -  PU2639
 PU2639  STATE/COUNTY-  SD/LAWRENCE
 PU2639  COUNTRY     -  US
 PU2639  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2639
 PU2639                         *CURRENT SURVEY CONTROL
 PU2639  ______________________________________________________________________
 PU2639* NAD 83(1986) POSITION- 44 31 27.     (N) 103 56 06.     (W)   SCALED
 PU2639* NAVD 88 ORTHO HEIGHT -  1115.240 (meters)     3658.92  (feet) ADJUSTED
 PU2639  ______________________________________________________________________
 PU2639  GEOID HEIGHT    -        -14.603 (meters)                     GEOID18
 PU2639  DYNAMIC HEIGHT  -       1114.863 (meters)     3657.68  (feet) COMP
 PU2639  MODELED GRAVITY -    980,240.7   (mgal)                       NAVD 88
 PU2639
 PU2639  VERT ORDER      -  FIRST     CLASS II
 PU2639
 PU2639.The horizontal coordinates were scaled from a map and have
 PU2639.an estimated accuracy of +/- 6 seconds.
 PU2639
 PU2639.The orthometric height was determined by differential leveling and
 PU2639.adjusted by the NATIONAL GEODETIC SURVEY
 PU2639.in September 1993.
 PU2639
 PU2639.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2639.GEOID18 height accuracy estimate available here.
 PU2639
 PU2639.Click photographs - Photos may exist for this station.
 PU2639
 PU2639.The dynamic height is computed by dividing the NAVD 88
 PU2639.geopotential number by the normal gravity value computed on the
 PU2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2639.degrees latitude (g = 980.6199 gals.).
 PU2639
 PU2639.The modeled gravity was interpolated from observed gravity values.
 PU2639
 PU2639;                    North         East    Units  Estimated Accuracy
 PU2639;SPC SD N     -    84,370.      287,310.      MT  (+/- 180 meters Scaled)
 PU2639
 PU2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK846306(NAD 83)
 PU2639
 PU2639                          SUPERSEDED SURVEY CONTROL
 PU2639
 PU2639.No superseded survey control is available for this station.
 PU2639
 PU2639_MARKER: DD = SURVEY DISK
 PU2639_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2639_STAMPING: 90-6.74
 PU2639_MARK LOGO: SDDT
 PU2639_PROJECTION: FLUSH
 PU2639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2639+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 PU2639
 PU2639  HISTORY     - Date     Condition        Report By
 PU2639  HISTORY     - UNK      MONUMENTED       SDDT
 PU2639  HISTORY     - 19910815 GOOD             NGS
 PU2639  HISTORY     - 20120306 GOOD             INDIV
 PU2639
 PU2639                          STATION DESCRIPTION
 PU2639
 PU2639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2639'9.0 KM (5.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2639'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 91.0 M (298.6
 PU2639'FT) WEST OF A BRACED FENCE POST, 71.0 M (232.9 FT) SOUTH OF THE
 PU2639'CENTERLINE OF OLD U.S. HIGHWAY 14, 31.3 M (102.7 FT) NORTH OF THE
 PU2639'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.3 M (10.8 FT)
 PU2639'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 PU2639'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2639
 PU2639                          STATION RECOVERY (2012)
 PU2639
 PU2639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2638 ***********************************************************************
 PU2638  DESIGNATION -  I90 007.11
 PU2638  PID         -  PU2638
 PU2638  STATE/COUNTY-  SD/LAWRENCE
 PU2638  COUNTRY     -  US
 PU2638  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2638
 PU2638                         *CURRENT SURVEY CONTROL
 PU2638  ______________________________________________________________________
 PU2638* NAD 83(1986) POSITION- 44 31 23.     (N) 103 55 39.     (W)   SCALED
 PU2638* NAVD 88 ORTHO HEIGHT -  1111.454 (meters)     3646.50  (feet) ADJUSTED
 PU2638  ______________________________________________________________________
 PU2638  GEOID HEIGHT    -        -14.613 (meters)                     GEOID18
 PU2638  DYNAMIC HEIGHT  -       1111.078 (meters)     3645.26  (feet) COMP
 PU2638  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 PU2638
 PU2638  VERT ORDER      -  FIRST     CLASS II
 PU2638
 PU2638.The horizontal coordinates were scaled from a map and have
 PU2638.an estimated accuracy of +/- 6 seconds.
 PU2638
 PU2638.The orthometric height was determined by differential leveling and
 PU2638.adjusted by the NATIONAL GEODETIC SURVEY
 PU2638.in September 1993.
 PU2638
 PU2638.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2638.GEOID18 height accuracy estimate available here.
 PU2638
 PU2638.Click photographs - Photos may exist for this station.
 PU2638
 PU2638.The dynamic height is computed by dividing the NAVD 88
 PU2638.geopotential number by the normal gravity value computed on the
 PU2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2638.degrees latitude (g = 980.6199 gals.).
 PU2638
 PU2638.The modeled gravity was interpolated from observed gravity values.
 PU2638
 PU2638;                    North         East    Units  Estimated Accuracy
 PU2638;SPC SD N     -    84,220.      287,900.      MT  (+/- 180 meters Scaled)
 PU2638
 PU2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK852305(NAD 83)
 PU2638
 PU2638                          SUPERSEDED SURVEY CONTROL
 PU2638
 PU2638.No superseded survey control is available for this station.
 PU2638
 PU2638_MARKER: P = PIPE CAP
 PU2638_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2638_STAMPING: 90-7.11
 PU2638_MARK LOGO: NGS
 PU2638_PROJECTION: PROJECTING 14 CENTIMETERS
 PU2638_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2638+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2012
 PU2638_ROD/PIPE-DEPTH: 6.4 meters
 PU2638_SLEEVE-DEPTH  : 2.0 meters
 PU2638
 PU2638  HISTORY     - Date     Condition        Report By
 PU2638  HISTORY     - 1990     MONUMENTED       SDDT
 PU2638  HISTORY     - 19910819 GOOD             NGS
 PU2638  HISTORY     - 20120305 GOOD             INDIV
 PU2638
 PU2638                          STATION DESCRIPTION
 PU2638
 PU2638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2638'8.4 KM (5.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2638'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2638'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2638'GALVANIZED STEEL PIPE, 190.0 M (623.4 FT) EAST OF THE NORTHEAST
 PU2638'CORNER OF BRIDGE NUMBER 41-061-056, 45.0 M (147.6 FT) WEST OF A
 PU2638'T-FENCE CORNER, 31.0 M (101.7 FT) NORTH OF AND LEVEL WITH THE
 PU2638'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 PU2638'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 PU2638'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2638
 PU2638                          STATION RECOVERY (2012)
 PU2638
 PU2638'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2638'CONCRETE BASE CRACKED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2637 ***********************************************************************
 PU2637  DESIGNATION -  I90 007.50
 PU2637  PID         -  PU2637
 PU2637  STATE/COUNTY-  SD/LAWRENCE
 PU2637  COUNTRY     -  US
 PU2637  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2637
 PU2637                         *CURRENT SURVEY CONTROL
 PU2637  ______________________________________________________________________
 PU2637* NAD 83(1986) POSITION- 44 31 23.     (N) 103 55 12.     (W)   SCALED
 PU2637* NAVD 88 ORTHO HEIGHT -  1104.921 (meters)     3625.06  (feet) ADJUSTED
 PU2637  ______________________________________________________________________
 PU2637  GEOID HEIGHT    -        -14.629 (meters)                     GEOID18
 PU2637  DYNAMIC HEIGHT  -       1104.550 (meters)     3623.84  (feet) COMP
 PU2637  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 PU2637
 PU2637  VERT ORDER      -  FIRST     CLASS II
 PU2637
 PU2637.The horizontal coordinates were scaled from a map and have
 PU2637.an estimated accuracy of +/- 6 seconds.
 PU2637
 PU2637.The orthometric height was determined by differential leveling and
 PU2637.adjusted by the NATIONAL GEODETIC SURVEY
 PU2637.in September 1993.
 PU2637
 PU2637.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2637.GEOID18 height accuracy estimate available here.
 PU2637
 PU2637.Click photographs - Photos may exist for this station.
 PU2637
 PU2637.The dynamic height is computed by dividing the NAVD 88
 PU2637.geopotential number by the normal gravity value computed on the
 PU2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2637.degrees latitude (g = 980.6199 gals.).
 PU2637
 PU2637.The modeled gravity was interpolated from observed gravity values.
 PU2637
 PU2637;                    North         East    Units  Estimated Accuracy
 PU2637;SPC SD N     -    84,190.      288,500.      MT  (+/- 180 meters Scaled)
 PU2637
 PU2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK858305(NAD 83)
 PU2637
 PU2637                          SUPERSEDED SURVEY CONTROL
 PU2637
 PU2637.No superseded survey control is available for this station.
 PU2637
 PU2637_MARKER: DD = SURVEY DISK
 PU2637_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2637_STAMPING: 90-7.50
 PU2637_MARK LOGO: SDDT
 PU2637_PROJECTION: FLUSH
 PU2637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2637+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2012
 PU2637
 PU2637  HISTORY     - Date     Condition        Report By
 PU2637  HISTORY     - UNK      MONUMENTED       SDDT
 PU2637  HISTORY     - 19910815 GOOD             NGS
 PU2637  HISTORY     - 20120305 GOOD             INDIV
 PU2637
 PU2637                          STATION DESCRIPTION
 PU2637
 PU2637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2637'7.8 KM (4.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2637'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 56.5 M (185.4
 PU2637'FT) WEST OF A T-FENCE CORNER, 31.7 M (104.0 FT) NORTH OF THE
 PU2637'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT)
 PU2637'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 PU2637'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2637
 PU2637                          STATION RECOVERY (2012)
 PU2637
 PU2637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2636 ***********************************************************************
 PU2636  DESIGNATION -  I90 008.05
 PU2636  PID         -  PU2636
 PU2636  STATE/COUNTY-  SD/LAWRENCE
 PU2636  COUNTRY     -  US
 PU2636  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2636
 PU2636                         *CURRENT SURVEY CONTROL
 PU2636  ______________________________________________________________________
 PU2636* NAD 83(1986) POSITION- 44 31 23.     (N) 103 54 35.     (W)   SCALED
 PU2636* NAVD 88 ORTHO HEIGHT -  1099.457 (meters)     3607.14  (feet) ADJUSTED
 PU2636  ______________________________________________________________________
 PU2636  GEOID HEIGHT    -        -14.649 (meters)                     GEOID18
 PU2636  DYNAMIC HEIGHT  -       1099.092 (meters)     3605.94  (feet) COMP
 PU2636  MODELED GRAVITY -    980,247.3   (mgal)                       NAVD 88
 PU2636
 PU2636  VERT ORDER      -  FIRST     CLASS II
 PU2636
 PU2636.The horizontal coordinates were scaled from a map and have
 PU2636.an estimated accuracy of +/- 6 seconds.
 PU2636
 PU2636.The orthometric height was determined by differential leveling and
 PU2636.adjusted by the NATIONAL GEODETIC SURVEY
 PU2636.in September 1993.
 PU2636
 PU2636.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2636.GEOID18 height accuracy estimate available here.
 PU2636
 PU2636.Click photographs - Photos may exist for this station.
 PU2636
 PU2636.The dynamic height is computed by dividing the NAVD 88
 PU2636.geopotential number by the normal gravity value computed on the
 PU2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2636.degrees latitude (g = 980.6199 gals.).
 PU2636
 PU2636.The modeled gravity was interpolated from observed gravity values.
 PU2636
 PU2636;                    North         East    Units  Estimated Accuracy
 PU2636;SPC SD N     -    84,150.      289,310.      MT  (+/- 180 meters Scaled)
 PU2636
 PU2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK866305(NAD 83)
 PU2636
 PU2636                          SUPERSEDED SURVEY CONTROL
 PU2636
 PU2636.No superseded survey control is available for this station.
 PU2636
 PU2636_MARKER: DD = SURVEY DISK
 PU2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2636_STAMPING: 90-8.05
 PU2636_MARK LOGO: SDDT
 PU2636_PROJECTION: FLUSH
 PU2636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2636+STABILITY: SURFACE MOTION
 PU2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2636+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 PU2636
 PU2636  HISTORY     - Date     Condition        Report By
 PU2636  HISTORY     - UNK      MONUMENTED       SDDT
 PU2636  HISTORY     - 19910815 GOOD             NGS
 PU2636  HISTORY     - 20120229 GOOD             INDIV
 PU2636
 PU2636                          STATION DESCRIPTION
 PU2636
 PU2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2636'6.9 KM (4.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2636'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 22.4 M (73.5
 PU2636'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2636'10.1 M (33.1 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 3.7 M (12.1 FT)
 PU2636'WEST OF THE MOST WESTERLY OF 5 BRACED FENCE POSTS, 2.1 M (6.9 FT)
 PU2636'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 PU2636'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2636
 PU2636                          STATION RECOVERY (2012)
 PU2636
 PU2636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2635 ***********************************************************************
 PU2635  DESIGNATION -  I90 008.57
 PU2635  PID         -  PU2635
 PU2635  STATE/COUNTY-  SD/LAWRENCE
 PU2635  COUNTRY     -  US
 PU2635  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2635
 PU2635                         *CURRENT SURVEY CONTROL
 PU2635  ______________________________________________________________________
 PU2635* NAD 83(1986) POSITION- 44 31 23.     (N) 103 53 57.     (W)   SCALED
 PU2635* NAVD 88 ORTHO HEIGHT -  1095.633 (meters)     3594.59  (feet) ADJUSTED
 PU2635  ______________________________________________________________________
 PU2635  GEOID HEIGHT    -        -14.669 (meters)                     GEOID18
 PU2635  DYNAMIC HEIGHT  -       1095.273 (meters)     3593.41  (feet) COMP
 PU2635  MODELED GRAVITY -    980,251.3   (mgal)                       NAVD 88
 PU2635
 PU2635  VERT ORDER      -  FIRST     CLASS II
 PU2635
 PU2635.The horizontal coordinates were scaled from a map and have
 PU2635.an estimated accuracy of +/- 6 seconds.
 PU2635
 PU2635.The orthometric height was determined by differential leveling and
 PU2635.adjusted by the NATIONAL GEODETIC SURVEY
 PU2635.in September 1993.
 PU2635
 PU2635.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2635.GEOID18 height accuracy estimate available here.
 PU2635
 PU2635.Click photographs - Photos may exist for this station.
 PU2635
 PU2635.The dynamic height is computed by dividing the NAVD 88
 PU2635.geopotential number by the normal gravity value computed on the
 PU2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2635.degrees latitude (g = 980.6199 gals.).
 PU2635
 PU2635.The modeled gravity was interpolated from observed gravity values.
 PU2635
 PU2635;                    North         East    Units  Estimated Accuracy
 PU2635;SPC SD N     -    84,110.      290,150.      MT  (+/- 180 meters Scaled)
 PU2635
 PU2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK874305(NAD 83)
 PU2635
 PU2635                          SUPERSEDED SURVEY CONTROL
 PU2635
 PU2635.No superseded survey control is available for this station.
 PU2635
 PU2635_MARKER: DD = SURVEY DISK
 PU2635_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2635_STAMPING: 90-8.57
 PU2635_MARK LOGO: SDDT
 PU2635_PROJECTION: FLUSH
 PU2635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2635+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 PU2635
 PU2635  HISTORY     - Date     Condition        Report By
 PU2635  HISTORY     - UNK      MONUMENTED       SDDT
 PU2635  HISTORY     - 19910815 GOOD             NGS
 PU2635  HISTORY     - 20120305 MARK NOT FOUND   INDIV
 PU2635
 PU2635                          STATION DESCRIPTION
 PU2635
 PU2635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2635'2.1 KM (1.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2635'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 20.1 M (65.9
 PU2635'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2635'11.4 M (37.4 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 3.9 M (12.8 FT)
 PU2635'WEST OF A BRACED FENCE POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU2635'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 PU2635'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2635
 PU2635                          STATION RECOVERY (2012)
 PU2635
 PU2635'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2635'UTILITY WORK IN THE AREA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2634 ***********************************************************************
 PU2634  DESIGNATION -  I90 009.09
 PU2634  PID         -  PU2634
 PU2634  STATE/COUNTY-  SD/LAWRENCE
 PU2634  COUNTRY     -  US
 PU2634  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2634
 PU2634                         *CURRENT SURVEY CONTROL
 PU2634  ______________________________________________________________________
 PU2634* NAD 83(1986) POSITION- 44 31 20.     (N) 103 53 16.     (W)   SCALED
 PU2634* NAVD 88 ORTHO HEIGHT -  1072.068 (meters)     3517.28  (feet) ADJUSTED
 PU2634  ______________________________________________________________________
 PU2634  GEOID HEIGHT    -        -14.685 (meters)                     GEOID18
 PU2634  DYNAMIC HEIGHT  -       1071.719 (meters)     3516.13  (feet) COMP
 PU2634  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 PU2634
 PU2634  VERT ORDER      -  FIRST     CLASS II
 PU2634
 PU2634.The horizontal coordinates were scaled from a map and have
 PU2634.an estimated accuracy of +/- 6 seconds.
 PU2634
 PU2634.The orthometric height was determined by differential leveling and
 PU2634.adjusted by the NATIONAL GEODETIC SURVEY
 PU2634.in September 1993.
 PU2634
 PU2634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2634.GEOID18 height accuracy estimate available here.
 PU2634
 PU2634.Click photographs - Photos may exist for this station.
 PU2634
 PU2634.The dynamic height is computed by dividing the NAVD 88
 PU2634.geopotential number by the normal gravity value computed on the
 PU2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2634.degrees latitude (g = 980.6199 gals.).
 PU2634
 PU2634.The modeled gravity was interpolated from observed gravity values.
 PU2634
 PU2634;                    North         East    Units  Estimated Accuracy
 PU2634;SPC SD N     -    83,970.      291,050.      MT  (+/- 180 meters Scaled)
 PU2634
 PU2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK883304(NAD 83)
 PU2634
 PU2634                          SUPERSEDED SURVEY CONTROL
 PU2634
 PU2634.No superseded survey control is available for this station.
 PU2634
 PU2634_MARKER: P = PIPE CAP
 PU2634_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2634_STAMPING: 90-9.09
 PU2634_MARK LOGO: NGS
 PU2634_PROJECTION: PROJECTING 12 CENTIMETERS
 PU2634_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2634+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2634_ROD/PIPE-DEPTH: 4.9 meters
 PU2634_SLEEVE-DEPTH  : 2.0 meters
 PU2634
 PU2634  HISTORY     - Date     Condition        Report By
 PU2634  HISTORY     - 1990     MONUMENTED       SDDT
 PU2634  HISTORY     - 19910819 GOOD             NGS
 PU2634  HISTORY     - 20120312 MARK NOT FOUND   INDIV
 PU2634
 PU2634                          STATION DESCRIPTION
 PU2634
 PU2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2634'5.2 KM (3.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2634'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2634'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2634'GALVANIZED STEEL PIPE, 170.0 M (557.7 FT) EAST OF THE NORTHEAST
 PU2634'CORNER OF BRIDGE NUMBER 41-080-057, 32.2 M (105.6 FT) NORTH OF THE
 PU2634'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.8 M (12.5 FT)
 PU2634'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTHEAST OF A BRACED
 PU2634'FENCE POST, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2634'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2634'THROUGH A 4-INCH PVC CAP.
 PU2634
 PU2634                          STATION RECOVERY (2012)
 PU2634
 PU2634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2634'NEW RAMP/ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2633 ***********************************************************************
 PU2633  DESIGNATION -  I90 009.19
 PU2633  PID         -  PU2633
 PU2633  STATE/COUNTY-  SD/LAWRENCE
 PU2633  COUNTRY     -  US
 PU2633  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2633
 PU2633                         *CURRENT SURVEY CONTROL
 PU2633  ______________________________________________________________________
 PU2633* NAD 83(1986) POSITION- 44 31 20.     (N) 103 53 06.     (W)   SCALED
 PU2633* NAVD 88 ORTHO HEIGHT -  1069.981 (meters)     3510.43  (feet) ADJUSTED
 PU2633  ______________________________________________________________________
 PU2633  GEOID HEIGHT    -        -14.690 (meters)                     GEOID18
 PU2633  DYNAMIC HEIGHT  -       1069.634 (meters)     3509.29  (feet) COMP
 PU2633  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 PU2633
 PU2633  VERT ORDER      -  FIRST     CLASS II
 PU2633
 PU2633.The horizontal coordinates were scaled from a map and have
 PU2633.an estimated accuracy of +/- 6 seconds.
 PU2633
 PU2633.The orthometric height was determined by differential leveling and
 PU2633.adjusted by the NATIONAL GEODETIC SURVEY
 PU2633.in September 1993.
 PU2633
 PU2633.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2633.GEOID18 height accuracy estimate available here.
 PU2633
 PU2633.Click photographs - Photos may exist for this station.
 PU2633
 PU2633.The dynamic height is computed by dividing the NAVD 88
 PU2633.geopotential number by the normal gravity value computed on the
 PU2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2633.degrees latitude (g = 980.6199 gals.).
 PU2633
 PU2633.The modeled gravity was interpolated from observed gravity values.
 PU2633
 PU2633;                    North         East    Units  Estimated Accuracy
 PU2633;SPC SD N     -    83,960.      291,270.      MT  (+/- 180 meters Scaled)
 PU2633
 PU2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK886304(NAD 83)
 PU2633
 PU2633                          SUPERSEDED SURVEY CONTROL
 PU2633
 PU2633.No superseded survey control is available for this station.
 PU2633
 PU2633_MARKER: DD = SURVEY DISK
 PU2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2633_STAMPING: 90-9.19
 PU2633_MARK LOGO: SDDT
 PU2633_PROJECTION: FLUSH
 PU2633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2633+STABILITY: SURFACE MOTION
 PU2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2633+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 PU2633
 PU2633  HISTORY     - Date     Condition        Report By
 PU2633  HISTORY     - UNK      MONUMENTED       SDDT
 PU2633  HISTORY     - 19910815 GOOD             NGS
 PU2633  HISTORY     - 20120312 MARK NOT FOUND   INDIV
 PU2633
 PU2633                          STATION DESCRIPTION
 PU2633
 PU2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2633'5.0 KM (3.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2633'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, NEAR THE
 PU2633'SOUTHEAST CORNER OF A CORRAL, 32.1 M (105.3 FT) NORTH OF THE
 PU2633'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT)
 PU2633'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 PU2633'POST AND A T-FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2633'SURFACE.
 PU2633
 PU2633                          STATION RECOVERY (2012)
 PU2633
 PU2633'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2633'FENCE/ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2632 ***********************************************************************
 PU2632  DESIGNATION -  I90 010.15
 PU2632  PID         -  PU2632
 PU2632  STATE/COUNTY-  SD/LAWRENCE
 PU2632  COUNTRY     -  US
 PU2632  USGS QUAD   -  JOLLY (2017)
 PU2632
 PU2632                         *CURRENT SURVEY CONTROL
 PU2632  ______________________________________________________________________
 PU2632* NAD 83(1986) POSITION- 44 31 10.96   (N) 103 51 56.99   (W)   HD_HELD1
 PU2632* NAVD 88 ORTHO HEIGHT -  1068.052 (meters)     3504.10  (feet) ADJUSTED
 PU2632  ______________________________________________________________________
 PU2632  GEOID HEIGHT    -        -14.707 (meters)                     GEOID18
 PU2632  DYNAMIC HEIGHT  -       1067.711 (meters)     3502.98  (feet) COMP
 PU2632  MODELED GRAVITY -    980,261.9   (mgal)                       NAVD 88
 PU2632
 PU2632  VERT ORDER      -  FIRST     CLASS II
 PU2632
 PU2632.The horizontal coordinates were determined by differentially corrected
 PU2632.hand held GPS observations or other comparable positioning techniques
 PU2632.and have an estimated accuracy of +/- 3 meters.
 PU2632
 PU2632.The orthometric height was determined by differential leveling and
 PU2632.adjusted by the NATIONAL GEODETIC SURVEY
 PU2632.in September 1993.
 PU2632
 PU2632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2632.GEOID18 height accuracy estimate available here.
 PU2632
 PU2632.Click photographs - Photos may exist for this station.
 PU2632
 PU2632.The dynamic height is computed by dividing the NAVD 88
 PU2632.geopotential number by the normal gravity value computed on the
 PU2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2632.degrees latitude (g = 980.6199 gals.).
 PU2632
 PU2632.The modeled gravity was interpolated from observed gravity values.
 PU2632
 PU2632;                    North         East    Units  Estimated Accuracy
 PU2632;SPC SD N     -    83,608.6     292,778.2     MT  (+/- 3 meters HH1 GPS) 
 PU2632
 PU2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9013330224(NAD 83)
 PU2632
 PU2632                          SUPERSEDED SURVEY CONTROL
 PU2632
 PU2632.No superseded survey control is available for this station.
 PU2632
 PU2632_MARKER: P = PIPE CAP
 PU2632_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2632_STAMPING: 90-10.15
 PU2632_MARK LOGO: NGS
 PU2632_PROJECTION: FLUSH
 PU2632_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2632+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2012
 PU2632_ROD/PIPE-DEPTH: 6.4 meters
 PU2632_SLEEVE-DEPTH  : 2.0 meters
 PU2632
 PU2632  HISTORY     - Date     Condition        Report By
 PU2632  HISTORY     - 1990     MONUMENTED       SDDT
 PU2632  HISTORY     - 19910819 GOOD             NGS
 PU2632  HISTORY     - 19960415 GOOD             NGS
 PU2632  HISTORY     - 20120305 GOOD             INDIV
 PU2632
 PU2632                          STATION DESCRIPTION
 PU2632
 PU2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2632'3.4 KM (2.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 PU2632'JUNCTION WITH JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2632'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2632'GALVANIZED STEEL PIPE, 112.0 M (367.5 FT) WEST OF THE SOUTHWEST
 PU2632'CORNER OF BRIDGE NUMBER 41-094-059, 112.0 M (367.5 FT) EAST OF THE
 PU2632'SOUTHEAST CORNER OF BRIDGE NUMBER 41-091-050, 52.8 M (173.2 FT) NORTH
 PU2632'OF THE CENTER OF AN EASTBOUND OFF-RAMP (EXIT 10), 46.7 M (153.2 FT)
 PU2632'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 3.4 M
 PU2632'(11.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 PU2632'SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 PU2632'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2632
 PU2632                          STATION RECOVERY (1996)
 PU2632
 PU2632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2632'0.1 KM (0.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2632'JUNCTION OF U.S. HIGHWAY 85 (EXIT 10) IN SPEARFISH, 232.0 M (761.2 FT)
 PU2632'EAST OF MILEPOST 10, 73.4 M (240.8 FT) EAST OF THE NORTHEAST CORNER OF
 PU2632'A BRIDGE SPANNING A CREEK, 52.8 M (173.2 FT) NORTH OF THE CENTER OF AN
 PU2632'OFF RAMP, 46.8 M (153.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 PU2632'LANES OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU2632'0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, AND 0.3 M (1.0 FT) NORTH
 PU2632'OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL
 PU2632'EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2632'GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PU2632'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2632
 PU2632                          STATION RECOVERY (2012)
 PU2632
 PU2632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2591 ***********************************************************************
 PU2591  DESIGNATION -  I90 011.10
 PU2591  PID         -  PU2591
 PU2591  STATE/COUNTY-  SD/LAWRENCE
 PU2591  COUNTRY     -  US
 PU2591  USGS QUAD   -  JOLLY (2017)
 PU2591
 PU2591                         *CURRENT SURVEY CONTROL
 PU2591  ______________________________________________________________________
 PU2591* NAD 83(1986) POSITION- 44 30 31.     (N) 103 51 31.     (W)   SCALED
 PU2591* NAVD 88 ORTHO HEIGHT -  1112.743 (meters)     3650.72  (feet) ADJUSTED
 PU2591  ______________________________________________________________________
 PU2591  GEOID HEIGHT    -        -14.652 (meters)                     GEOID18
 PU2591  DYNAMIC HEIGHT  -       1112.386 (meters)     3649.55  (feet) COMP
 PU2591  MODELED GRAVITY -    980,258.7   (mgal)                       NAVD 88
 PU2591
 PU2591  VERT ORDER      -  FIRST     CLASS II
 PU2591
 PU2591.The horizontal coordinates were scaled from a map and have
 PU2591.an estimated accuracy of +/- 6 seconds.
 PU2591
 PU2591.The orthometric height was determined by differential leveling and
 PU2591.adjusted by the NATIONAL GEODETIC SURVEY
 PU2591.in September 1993.
 PU2591
 PU2591.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2591.GEOID18 height accuracy estimate available here.
 PU2591
 PU2591.Click photographs - Photos may exist for this station.
 PU2591
 PU2591.The dynamic height is computed by dividing the NAVD 88
 PU2591.geopotential number by the normal gravity value computed on the
 PU2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2591.degrees latitude (g = 980.6199 gals.).
 PU2591
 PU2591.The modeled gravity was interpolated from observed gravity values.
 PU2591
 PU2591;                    North         East    Units  Estimated Accuracy
 PU2591;SPC SD N     -    82,350.      293,290.      MT  (+/- 180 meters Scaled)
 PU2591
 PU2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK907289(NAD 83)
 PU2591
 PU2591                          SUPERSEDED SURVEY CONTROL
 PU2591
 PU2591.No superseded survey control is available for this station.
 PU2591
 PU2591_MARKER: DB = BENCH MARK DISK
 PU2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2591_STAMPING: 90-11.10
 PU2591_MARK LOGO: SDDT
 PU2591_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2591+STABILITY: SURFACE MOTION
 PU2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2591+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2012
 PU2591
 PU2591  HISTORY     - Date     Condition        Report By
 PU2591  HISTORY     - UNK      MONUMENTED       SDDT
 PU2591  HISTORY     - 19910815 GOOD             NGS
 PU2591  HISTORY     - 19960415 GOOD             NGS
 PU2591  HISTORY     - 20120305 GOOD             INDIV
 PU2591
 PU2591                          STATION DESCRIPTION
 PU2591
 PU2591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2591'2.0 KM (1.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2591'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 47.9 M (157.2
 PU2591'FT) EAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2591'24.5 M (80.4 FT) NORTHWEST OF THE MOST WESTERLY OF 6 BRACED FENCE
 PU2591'POSTS, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 PU2591'SOUTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) NORTHWEST OF A FENCE, AND
 PU2591'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2591
 PU2591                          STATION RECOVERY (1996)
 PU2591
 PU2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2591'1.3 KM (0.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2591'JUNCTION OF U.S. HIGHWAY 85 (EXIT 10) IN SPEARFISH, 128.0 M (419.9 FT)
 PU2591'EAST OF MILEPOST 11, 47.9 M (157.2 FT) EAST OF THE CENTERLINE OF THE
 PU2591'WESTBOUND LANES OF THE HIGHWAY, 24.5 M (80.4 FT) NORTH OF THE NORTH
 PU2591'END OF 6 BRACED FENCE POSTS, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE
 PU2591'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) WEST
 PU2591'OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2591
 PU2591                          STATION RECOVERY (2012)
 PU2591
 PU2591'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2590 ***********************************************************************
 PU2590  DESIGNATION -  I90 011.57
 PU2590  PID         -  PU2590
 PU2590  STATE/COUNTY-  SD/LAWRENCE
 PU2590  COUNTRY     -  US
 PU2590  USGS QUAD   -  JOLLY (2017)
 PU2590
 PU2590                         *CURRENT SURVEY CONTROL
 PU2590  ______________________________________________________________________
 PU2590* NAD 83(1986) POSITION- 44 30 07.     (N) 103 51 23.     (W)   SCALED
 PU2590* NAVD 88 ORTHO HEIGHT -  1106.401 (meters)     3629.92  (feet) ADJUSTED
 PU2590  ______________________________________________________________________
 PU2590  GEOID HEIGHT    -        -14.613 (meters)                     GEOID18
 PU2590  DYNAMIC HEIGHT  -       1106.041 (meters)     3628.74  (feet) COMP
 PU2590  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 PU2590
 PU2590  VERT ORDER      -  FIRST     CLASS II
 PU2590
 PU2590.The horizontal coordinates were scaled from a map and have
 PU2590.an estimated accuracy of +/- 6 seconds.
 PU2590
 PU2590.The orthometric height was determined by differential leveling and
 PU2590.adjusted by the NATIONAL GEODETIC SURVEY
 PU2590.in September 1993.
 PU2590
 PU2590.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2590.GEOID18 height accuracy estimate available here.
 PU2590
 PU2590.Click photographs - Photos may exist for this station.
 PU2590
 PU2590.The dynamic height is computed by dividing the NAVD 88
 PU2590.geopotential number by the normal gravity value computed on the
 PU2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2590.degrees latitude (g = 980.6199 gals.).
 PU2590
 PU2590.The modeled gravity was interpolated from observed gravity values.
 PU2590
 PU2590;                    North         East    Units  Estimated Accuracy
 PU2590;SPC SD N     -    81,600.      293,430.      MT  (+/- 180 meters Scaled)
 PU2590
 PU2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909282(NAD 83)
 PU2590
 PU2590                          SUPERSEDED SURVEY CONTROL
 PU2590
 PU2590.No superseded survey control is available for this station.
 PU2590
 PU2590_MARKER: DB = BENCH MARK DISK
 PU2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2590_STAMPING: 90-11.57
 PU2590_MARK LOGO: SDDT
 PU2590_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2590+STABILITY: SURFACE MOTION
 PU2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2590+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2012
 PU2590
 PU2590  HISTORY     - Date     Condition        Report By
 PU2590  HISTORY     - UNK      MONUMENTED       SDDT
 PU2590  HISTORY     - 19910815 GOOD             NGS
 PU2590  HISTORY     - 19960415 GOOD             NGS
 PU2590  HISTORY     - 20120305 GOOD             INDIV
 PU2590
 PU2590                          STATION DESCRIPTION
 PU2590
 PU2590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2590'1.2 KM (0.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2590'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, NEAR THE CENTER
 PU2590'OF 4 BRACED FENCE POSTS, 107.0 M (351.0 FT) SOUTHEAST OF A HIGHWAY
 PU2590'INFORMATION SIGN, 32.3 M (106.0 FT) NORTHEAST OF THE CENTERLINE OF
 PU2590'THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 PU2590'THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 PU2590'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2590
 PU2590                          STATION RECOVERY (1996)
 PU2590
 PU2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2590'2.1 KM (1.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2590'JUNCTION OF U.S. HIGHWAY 85 (EXIT 10) IN SPEARFISH, 922.0 M (3024.9
 PU2590'FT) EAST OF MILEPOST 11, 107.0 M (351.0 FT) SOUTH OF THE EAST LEG OF A
 PU2590'HIGHWAY INFORMATION SIGN, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF
 PU2590'THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 PU2590'THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, NEAR THE
 PU2590'CENTER OF 6 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE
 PU2590'GROUND SURFACE.
 PU2590
 PU2590                          STATION RECOVERY (2012)
 PU2590
 PU2590'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2589 ***********************************************************************
 PU2589  DESIGNATION -  I90 012.13
 PU2589  PID         -  PU2589
 PU2589  STATE/COUNTY-  SD/LAWRENCE
 PU2589  COUNTRY     -  US
 PU2589  USGS QUAD   -  SPEARFISH (2017)
 PU2589
 PU2589                         *CURRENT SURVEY CONTROL
 PU2589  ______________________________________________________________________
 PU2589* NAD 83(1986) POSITION- 44 29 46.     (N) 103 51 02.     (W)   SCALED
 PU2589* NAVD 88 ORTHO HEIGHT -  1127.772 (meters)     3700.03  (feet) ADJUSTED
 PU2589  ______________________________________________________________________
 PU2589  GEOID HEIGHT    -        -14.583 (meters)                     GEOID18
 PU2589  DYNAMIC HEIGHT  -       1127.396 (meters)     3698.80  (feet) COMP
 PU2589  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 PU2589
 PU2589  VERT ORDER      -  FIRST     CLASS II
 PU2589
 PU2589.The horizontal coordinates were scaled from a map and have
 PU2589.an estimated accuracy of +/- 6 seconds.
 PU2589
 PU2589.The orthometric height was determined by differential leveling and
 PU2589.adjusted by the NATIONAL GEODETIC SURVEY
 PU2589.in September 1993.
 PU2589
 PU2589.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2589.GEOID18 height accuracy estimate available here.
 PU2589
 PU2589.Click photographs - Photos may exist for this station.
 PU2589
 PU2589.The dynamic height is computed by dividing the NAVD 88
 PU2589.geopotential number by the normal gravity value computed on the
 PU2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2589.degrees latitude (g = 980.6199 gals.).
 PU2589
 PU2589.The modeled gravity was interpolated from observed gravity values.
 PU2589
 PU2589;                    North         East    Units  Estimated Accuracy
 PU2589;SPC SD N     -    80,930.      293,870.      MT  (+/- 180 meters Scaled)
 PU2589
 PU2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK913276(NAD 83)
 PU2589
 PU2589                          SUPERSEDED SURVEY CONTROL
 PU2589
 PU2589.No superseded survey control is available for this station.
 PU2589
 PU2589_MARKER: DB = BENCH MARK DISK
 PU2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2589_STAMPING: 90-12.13
 PU2589_MARK LOGO: SDDT
 PU2589_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2589+STABILITY: SURFACE MOTION
 PU2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2589+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 PU2589
 PU2589  HISTORY     - Date     Condition        Report By
 PU2589  HISTORY     - UNK      MONUMENTED       SDDT
 PU2589  HISTORY     - 19910815 GOOD             NGS
 PU2589  HISTORY     - 19960415 GOOD             NGS
 PU2589  HISTORY     - 20120229 GOOD             INDIV
 PU2589
 PU2589                          STATION DESCRIPTION
 PU2589
 PU2589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2589'0.3 KM (0.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2589'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 35.6 M (116.8
 PU2589'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2589'HIGHWAY, 23.0 M (75.5 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND
 PU2589'ON-RAMP (EXIT 12), 1.6 M (5.2 FT) NORTHWEST OF A T-FENCE CORNER, 0.4
 PU2589'M (1.3 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF
 PU2589'THE FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 PU2589'SURFACE.
 PU2589
 PU2589                          STATION RECOVERY (1996)
 PU2589
 PU2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2589'3.0 KM (1.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2589'JUNCTION OF U.S. HIGHWAY 85 (EXIT 10) IN SPEARFISH, 198.0 M (649.6 FT)
 PU2589'EAST OF MILEPOST 12, 35.6 M (116.8 FT) NORTHEAST OF THE CENTERLINE OF
 PU2589'THE WESTBOUND LANES OF THE HIGHWAY, 23.0 M (75.5 FT) NORTHEAST OF THE
 PU2589'CENTER OF THE WESTBOUND ON RAMP (EXIT 12), 1.6 M (5.2 FT) NORTHEAST OF
 PU2589'A T-FENCE CORNER, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST AND
 PU2589'FENCE, 0.4 M (1.3 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT IS FLUSH
 PU2589'WITH THE GROUND SURFACE.
 PU2589
 PU2589                          STATION RECOVERY (2012)
 PU2589
 PU2589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2631 ***********************************************************************
 PU2631  DESIGNATION -  I90 012.32
 PU2631  PID         -  PU2631
 PU2631  STATE/COUNTY-  SD/LAWRENCE
 PU2631  COUNTRY     -  US
 PU2631  USGS QUAD   -  SPEARFISH (2017)
 PU2631
 PU2631                         *CURRENT SURVEY CONTROL
 PU2631  ______________________________________________________________________
 PU2631* NAD 83(1986) POSITION- 44 29 33.     (N) 103 50 59.     (W)   SCALED
 PU2631* NAVD 88 ORTHO HEIGHT -  1134.654 (meters)     3722.61  (feet) ADJUSTED
 PU2631  ______________________________________________________________________
 PU2631  GEOID HEIGHT    -        -14.561 (meters)                     GEOID18
 PU2631  DYNAMIC HEIGHT  -       1134.272 (meters)     3721.36  (feet) COMP
 PU2631  MODELED GRAVITY -    980,241.8   (mgal)                       NAVD 88
 PU2631
 PU2631  VERT ORDER      -  FIRST     CLASS II
 PU2631
 PU2631.The horizontal coordinates were scaled from a map and have
 PU2631.an estimated accuracy of +/- 6 seconds.
 PU2631
 PU2631.The orthometric height was determined by differential leveling and
 PU2631.adjusted by the NATIONAL GEODETIC SURVEY
 PU2631.in September 1993.
 PU2631
 PU2631.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2631.GEOID18 height accuracy estimate available here.
 PU2631
 PU2631.Click photographs - Photos may exist for this station.
 PU2631
 PU2631.The dynamic height is computed by dividing the NAVD 88
 PU2631.geopotential number by the normal gravity value computed on the
 PU2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2631.degrees latitude (g = 980.6199 gals.).
 PU2631
 PU2631.The modeled gravity was interpolated from observed gravity values.
 PU2631
 PU2631;                    North         East    Units  Estimated Accuracy
 PU2631;SPC SD N     -    80,530.      293,910.      MT  (+/- 180 meters Scaled)
 PU2631
 PU2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK914272(NAD 83)
 PU2631
 PU2631                          SUPERSEDED SURVEY CONTROL
 PU2631
 PU2631.No superseded survey control is available for this station.
 PU2631
 PU2631_MARKER: P = PIPE CAP
 PU2631_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2631_STAMPING: 90-12.32
 PU2631_MARK LOGO: NGS
 PU2631_PROJECTION: FLUSH
 PU2631_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2631+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 PU2631_ROD/PIPE-DEPTH: 6.4 meters
 PU2631_SLEEVE-DEPTH  : 2.0 meters
 PU2631
 PU2631  HISTORY     - Date     Condition        Report By
 PU2631  HISTORY     - 1990     MONUMENTED       SDDT
 PU2631  HISTORY     - 19910819 GOOD             NGS
 PU2631  HISTORY     - 19960415 GOOD             NGS
 PU2631  HISTORY     - 20091222 GOOD             NJS
 PU2631  HISTORY     - 20120229 GOOD             INDIV
 PU2631
 PU2631                          STATION DESCRIPTION
 PU2631
 PU2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2631'IN SPEARFISH, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND
 PU2631'JACKSON BOULEVARD (EXIT 12), A STAINLESS STEEL BALL EPOXIED TO A PIPE
 PU2631'CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 157.0 M
 PU2631'(515.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU2631'HIGHWAY, 127.0 M (416.7 FT) SOUTHWEST OF THE WEST CORNER OF BRIDGE
 PU2631'NUMBER 41-101-077, 65.0 M (213.3 FT) SOUTHWEST OF THE CENTER OF AN
 PU2631'EASTBOUND OFF-RAMP (EXIT 12), 30.5 M (100.1 FT) NORTH OF THE
 PU2631'CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 1.3 M (4.3 FT)
 PU2631'BELOW THE LEVEL OF THE BOULEVARD, 1.1 M (3.6 FT) EAST OF THE
 PU2631'NORTHEAST CORNER OF A CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) SOUTH OF A
 PU2631'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2631'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2631
 PU2631                          STATION RECOVERY (1996)
 PU2631
 PU2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2631'3.3 KM (2.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2631'JUNCTION OF U.S. HIGHWAY 85 (EXIT 10) IN SPEARFISH, 509.0 M (1669.9
 PU2631'FT) EAST OF MILEPOST 12, 157.0 M (515.1 FT) SOUTHWEST OF THE
 PU2631'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 127.0 M (416.7 FT)
 PU2631'WEST OF THE WEST CORNER OF BRIDGE NUMBER 41-101-077, 65.0 M (213.3 FT)
 PU2631'SOUTHWEST OF THE CENTER OF THE EASTBOUND OFF RAMP (EXIT 12), 30.5 M
 PU2631'(100.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF JACKSON
 PU2631'BOULEVARD, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE BOULEVARD, 1.1 M (3.6
 PU2631'FT) EAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, AND 0.3 M (1.0
 PU2631'FT) SOUTH OF A WITNESS POST. NOTE--THE DATUM POINT IS A STAINLESS
 PU2631'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1
 PU2631'1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM POINT IS THROUGH A
 PU2631'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2631
 PU2631                          STATION RECOVERY (2009)
 PU2631
 PU2631'RECOVERY NOTE BY NJS ENGINEERING 2009 (WHM)
 PU2631'RECOVERED IN GOOD CONDITION.
 PU2631
 PU2631                          STATION RECOVERY (2012)
 PU2631
 PU2631'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2630 ***********************************************************************
 PU2630  DESIGNATION -  I90 013.00
 PU2630  PID         -  PU2630
 PU2630  STATE/COUNTY-  SD/LAWRENCE
 PU2630  COUNTRY     -  US
 PU2630  USGS QUAD   -  SPEARFISH (2017)
 PU2630
 PU2630                         *CURRENT SURVEY CONTROL
 PU2630  ______________________________________________________________________
 PU2630* NAD 83(1986) POSITION- 44 29 10.     (N) 103 50 24.     (W)   SCALED
 PU2630* NAVD 88 ORTHO HEIGHT -  1168.158 (meters)     3832.53  (feet) ADJUSTED
 PU2630  ______________________________________________________________________
 PU2630  GEOID HEIGHT    -        -14.532 (meters)                     GEOID18
 PU2630  DYNAMIC HEIGHT  -       1167.756 (meters)     3831.21  (feet) COMP
 PU2630  MODELED GRAVITY -    980,233.3   (mgal)                       NAVD 88
 PU2630
 PU2630  VERT ORDER      -  FIRST     CLASS II
 PU2630
 PU2630.The horizontal coordinates were scaled from a map and have
 PU2630.an estimated accuracy of +/- 6 seconds.
 PU2630
 PU2630.The orthometric height was determined by differential leveling and
 PU2630.adjusted by the NATIONAL GEODETIC SURVEY
 PU2630.in September 1993.
 PU2630
 PU2630.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2630.GEOID18 height accuracy estimate available here.
 PU2630
 PU2630.Click photographs - Photos may exist for this station.
 PU2630
 PU2630.The dynamic height is computed by dividing the NAVD 88
 PU2630.geopotential number by the normal gravity value computed on the
 PU2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2630.degrees latitude (g = 980.6199 gals.).
 PU2630
 PU2630.The modeled gravity was interpolated from observed gravity values.
 PU2630
 PU2630;                    North         East    Units  Estimated Accuracy
 PU2630;SPC SD N     -    79,780.      294,650.      MT  (+/- 180 meters Scaled)
 PU2630
 PU2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK922265(NAD 83)
 PU2630
 PU2630                          SUPERSEDED SURVEY CONTROL
 PU2630
 PU2630.No superseded survey control is available for this station.
 PU2630
 PU2630_MARKER: DD = SURVEY DISK
 PU2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2630_STAMPING: 90-13.00
 PU2630_MARK LOGO: SDDT
 PU2630_PROJECTION: FLUSH
 PU2630_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2630+STABILITY: SURFACE MOTION
 PU2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2630+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 PU2630
 PU2630  HISTORY     - Date     Condition        Report By
 PU2630  HISTORY     - UNK      MONUMENTED       SDDT
 PU2630  HISTORY     - 19910819 GOOD             NGS
 PU2630  HISTORY     - 19960415 GOOD             NGS
 PU2630  HISTORY     - 20120312 GOOD             INDIV
 PU2630
 PU2630                          STATION DESCRIPTION
 PU2630
 PU2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2630'1.1 KM (0.70 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2630'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 37.0 M (121.4
 PU2630'FT) NORTH OF A HIGHWAY INFORMATION SIGN (LODGING EXIT 12), 34.5 M
 PU2630'(113.2 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2630'HIGHWAY, 14.8 M (48.6 FT) SOUTHEAST OF A BRACED FENCE POST, 0.5 M
 PU2630'(1.6 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 PU2630'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 PU2630'GROUND SURFACE.
 PU2630
 PU2630                          STATION RECOVERY (1996)
 PU2630
 PU2630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2630'4.4 KM (2.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2630'JUNCTION OF U.S. HIGHWAY 85 (EXIT 10) IN SPEARFISH, 36.8 M (120.7 FT)
 PU2630'NORTH OF THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (LODGING EXIT
 PU2630'10), 34.5 M (113.2 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 PU2630'LANES OF THE HIGHWAY, 22.4 M (73.5 FT) NORTHEAST OF MILEPOST 13, 14.8
 PU2630'M (48.6 FT) SOUTHEAST OF THE SOUTHEAST END OF 3 BRACED FENCE POSTS,
 PU2630'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 PU2630'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 PU2630'GROUND SURFACE.
 PU2630
 PU2630                          STATION RECOVERY (2012)
 PU2630
 PU2630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2629 ***********************************************************************
 PU2629  DESIGNATION -  I90 013.44
 PU2629  PID         -  PU2629
 PU2629  STATE/COUNTY-  SD/LAWRENCE
 PU2629  COUNTRY     -  US
 PU2629  USGS QUAD   -  SPEARFISH (2017)
 PU2629
 PU2629                         *CURRENT SURVEY CONTROL
 PU2629  ______________________________________________________________________
 PU2629* NAD 83(1986) POSITION- 44 28 56.     (N) 103 49 57.     (W)   SCALED
 PU2629* NAVD 88 ORTHO HEIGHT -  1165.668 (meters)     3824.36  (feet) ADJUSTED
 PU2629  ______________________________________________________________________
 PU2629  GEOID HEIGHT    -        -14.516 (meters)                     GEOID18
 PU2629  DYNAMIC HEIGHT  -       1165.261 (meters)     3823.03  (feet) COMP
 PU2629  MODELED GRAVITY -    980,228.4   (mgal)                       NAVD 88
 PU2629
 PU2629  VERT ORDER      -  FIRST     CLASS II
 PU2629
 PU2629.The horizontal coordinates were scaled from a map and have
 PU2629.an estimated accuracy of +/- 6 seconds.
 PU2629
 PU2629.The orthometric height was determined by differential leveling and
 PU2629.adjusted by the NATIONAL GEODETIC SURVEY
 PU2629.in September 1993.
 PU2629
 PU2629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2629.GEOID18 height accuracy estimate available here.
 PU2629
 PU2629.Click photographs - Photos may exist for this station.
 PU2629
 PU2629.The dynamic height is computed by dividing the NAVD 88
 PU2629.geopotential number by the normal gravity value computed on the
 PU2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2629.degrees latitude (g = 980.6199 gals.).
 PU2629
 PU2629.The modeled gravity was interpolated from observed gravity values.
 PU2629
 PU2629;                    North         East    Units  Estimated Accuracy
 PU2629;SPC SD N     -    79,320.      295,230.      MT  (+/- 180 meters Scaled)
 PU2629
 PU2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK928260(NAD 83)
 PU2629
 PU2629                          SUPERSEDED SURVEY CONTROL
 PU2629
 PU2629.No superseded survey control is available for this station.
 PU2629
 PU2629_MARKER: P = PIPE CAP
 PU2629_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2629_STAMPING: 90-13.44
 PU2629_MARK LOGO: NGS
 PU2629_PROJECTION: FLUSH
 PU2629_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2629+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 PU2629_ROD/PIPE-DEPTH: 6.4 meters
 PU2629_SLEEVE-DEPTH  : 2.0 meters
 PU2629
 PU2629  HISTORY     - Date     Condition        Report By
 PU2629  HISTORY     - 1990     MONUMENTED       SDDT
 PU2629  HISTORY     - 19910819 GOOD             NGS
 PU2629  HISTORY     - 20120313 GOOD             INDIV
 PU2629
 PU2629                          STATION DESCRIPTION
 PU2629
 PU2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2629'1.8 KM (1.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2629'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2629'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2629'GALVANIZED STEEL PIPE, 240.0 M (787.4 FT) NORTHWEST OF THE NORTHWEST
 PU2629'CORNER OF BRIDGE NUMBER 41-110-085, 34.4 M (112.9 FT) NORTHEAST OF
 PU2629'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 13.6 M (44.6
 PU2629'FT) SOUTHEAST OF A BRACED FENCE POST, 3.2 M (10.5 FT) BELOW THE LEVEL
 PU2629'OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND
 PU2629'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2629'AND THEN THROUGH A 4-INCH PVC CAP.
 PU2629
 PU2629                          STATION RECOVERY (2012)
 PU2629
 PU2629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2628 ***********************************************************************
 PU2628  DESIGNATION -  I90 013.74
 PU2628  PID         -  PU2628
 PU2628  STATE/COUNTY-  SD/LAWRENCE
 PU2628  COUNTRY     -  US
 PU2628  USGS QUAD   -  SPEARFISH (2017)
 PU2628
 PU2628                         *CURRENT SURVEY CONTROL
 PU2628  ______________________________________________________________________
 PU2628* NAD 83(1986) POSITION- 44 28 49.     (N) 103 49 41.     (W)   SCALED
 PU2628* NAVD 88 ORTHO HEIGHT -  1173.309 (meters)     3849.43  (feet) ADJUSTED
 PU2628  ______________________________________________________________________
 PU2628  GEOID HEIGHT    -        -14.510 (meters)                     GEOID18
 PU2628  DYNAMIC HEIGHT  -       1172.897 (meters)     3848.08  (feet) COMP
 PU2628  MODELED GRAVITY -    980,226.2   (mgal)                       NAVD 88
 PU2628
 PU2628  VERT ORDER      -  FIRST     CLASS II
 PU2628
 PU2628.The horizontal coordinates were scaled from a map and have
 PU2628.an estimated accuracy of +/- 6 seconds.
 PU2628
 PU2628.The orthometric height was determined by differential leveling and
 PU2628.adjusted by the NATIONAL GEODETIC SURVEY
 PU2628.in September 1993.
 PU2628
 PU2628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2628.GEOID18 height accuracy estimate available here.
 PU2628
 PU2628.Click photographs - Photos may exist for this station.
 PU2628
 PU2628.The dynamic height is computed by dividing the NAVD 88
 PU2628.geopotential number by the normal gravity value computed on the
 PU2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2628.degrees latitude (g = 980.6199 gals.).
 PU2628
 PU2628.The modeled gravity was interpolated from observed gravity values.
 PU2628
 PU2628;                    North         East    Units  Estimated Accuracy
 PU2628;SPC SD N     -    79,090.      295,570.      MT  (+/- 180 meters Scaled)
 PU2628
 PU2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK931258(NAD 83)
 PU2628
 PU2628                          SUPERSEDED SURVEY CONTROL
 PU2628
 PU2628.No superseded survey control is available for this station.
 PU2628
 PU2628_MARKER: DD = SURVEY DISK
 PU2628_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2628_STAMPING: 90-13.74
 PU2628_MARK LOGO: SDDT
 PU2628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2628+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 PU2628
 PU2628  HISTORY     - Date     Condition        Report By
 PU2628  HISTORY     - UNK      MONUMENTED       SDDT
 PU2628  HISTORY     - 19910819 GOOD             NGS
 PU2628  HISTORY     - 20120313 GOOD             INDIV
 PU2628
 PU2628                          STATION DESCRIPTION
 PU2628
 PU2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2628'2.2 KM (1.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2628'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 160.0 M (524.9
 PU2628'FT) SOUTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 41-110-085,
 PU2628'64.0 M (210.0 FT) NORTHWEST OF A HIGHWAY INFORMATION SIGN , 32.3 M
 PU2628'(106.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2628'HIGHWAY, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 PU2628'FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND
 PU2628'THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
 PU2628
 PU2628                          STATION RECOVERY (2012)
 PU2628
 PU2628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2627 ***********************************************************************
 PU2627  DESIGNATION -  I90 014.29
 PU2627  PID         -  PU2627
 PU2627  STATE/COUNTY-  SD/LAWRENCE
 PU2627  COUNTRY     -  US
 PU2627  USGS QUAD   -  SPEARFISH (2017)
 PU2627
 PU2627                         *CURRENT SURVEY CONTROL
 PU2627  ______________________________________________________________________
 PU2627* NAD 83(1986) POSITION- 44 28 42.     (N) 103 49 04.     (W)   SCALED
 PU2627* NAVD 88 ORTHO HEIGHT -  1195.566 (meters)     3922.45  (feet) ADJUSTED
 PU2627  ______________________________________________________________________
 PU2627  GEOID HEIGHT    -        -14.513 (meters)                     GEOID18
 PU2627  DYNAMIC HEIGHT  -       1195.146 (meters)     3921.07  (feet) COMP
 PU2627  MODELED GRAVITY -    980,224.3   (mgal)                       NAVD 88
 PU2627
 PU2627  VERT ORDER      -  FIRST     CLASS II
 PU2627
 PU2627.The horizontal coordinates were scaled from a map and have
 PU2627.an estimated accuracy of +/- 6 seconds.
 PU2627
 PU2627.The orthometric height was determined by differential leveling and
 PU2627.adjusted by the NATIONAL GEODETIC SURVEY
 PU2627.in September 1993.
 PU2627
 PU2627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2627.GEOID18 height accuracy estimate available here.
 PU2627
 PU2627.Click photographs - Photos may exist for this station.
 PU2627
 PU2627.The dynamic height is computed by dividing the NAVD 88
 PU2627.geopotential number by the normal gravity value computed on the
 PU2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2627.degrees latitude (g = 980.6199 gals.).
 PU2627
 PU2627.The modeled gravity was interpolated from observed gravity values.
 PU2627
 PU2627;                    North         East    Units  Estimated Accuracy
 PU2627;SPC SD N     -    78,840.      296,380.      MT  (+/- 180 meters Scaled)
 PU2627
 PU2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK940256(NAD 83)
 PU2627
 PU2627                          SUPERSEDED SURVEY CONTROL
 PU2627
 PU2627.No superseded survey control is available for this station.
 PU2627
 PU2627_MARKER: DD = SURVEY DISK
 PU2627_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2627_STAMPING: 90-14.29
 PU2627_MARK LOGO: SDDT
 PU2627_PROJECTION: FLUSH
 PU2627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2627+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 PU2627
 PU2627  HISTORY     - Date     Condition        Report By
 PU2627  HISTORY     - UNK      MONUMENTED       SDDT
 PU2627  HISTORY     - 19910819 GOOD             NGS
 PU2627  HISTORY     - 20120313 GOOD             INDIV
 PU2627
 PU2627                          STATION DESCRIPTION
 PU2627
 PU2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2627'3.1 KM (1.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2627'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 228.3 M (749.0
 PU2627'FT) NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER 41-116-088,
 PU2627'75.7 M (248.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 PU2627'THE HIGHWAY, 37.8 M (124.0 FT) NORTH OF THE CENTER OF A WESTBOUND
 PU2627'ON-RAMP (EXIT 14), 32.0 M (105.0 FT) NORTHWEST OF A FENCE CORNER, 2.5
 PU2627'M (8.2 FT) ABOVE THE LEVEL OF THE RAMP, 0.4 M (1.3 FT) SOUTHEAST OF A
 PU2627'WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT
 PU2627'IS FLUSH WITH THE GROUND SURFACE.
 PU2627
 PU2627                          STATION RECOVERY (2012)
 PU2627
 PU2627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2626 ***********************************************************************
 PU2626  DESIGNATION -  I90 014.63
 PU2626  PID         -  PU2626
 PU2626  STATE/COUNTY-  SD/LAWRENCE
 PU2626  COUNTRY     -  US
 PU2626  USGS QUAD   -  SPEARFISH (2017)
 PU2626
 PU2626                         *CURRENT SURVEY CONTROL
 PU2626  ______________________________________________________________________
 PU2626* NAD 83(1986) POSITION- 44 28 37.     (N) 103 48 39.     (W)   SCALED
 PU2626* NAVD 88 ORTHO HEIGHT -  1190.282 (meters)     3905.12  (feet) ADJUSTED
 PU2626  ______________________________________________________________________
 PU2626  GEOID HEIGHT    -        -14.516 (meters)                     GEOID18
 PU2626  DYNAMIC HEIGHT  -       1189.862 (meters)     3903.74  (feet) COMP
 PU2626  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 PU2626
 PU2626  VERT ORDER      -  FIRST     CLASS II
 PU2626
 PU2626.The horizontal coordinates were scaled from a map and have
 PU2626.an estimated accuracy of +/- 6 seconds.
 PU2626
 PU2626.The orthometric height was determined by differential leveling and
 PU2626.adjusted by the NATIONAL GEODETIC SURVEY
 PU2626.in September 1993.
 PU2626
 PU2626.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2626.GEOID18 height accuracy estimate available here.
 PU2626
 PU2626.Click photographs - Photos may exist for this station.
 PU2626
 PU2626.The dynamic height is computed by dividing the NAVD 88
 PU2626.geopotential number by the normal gravity value computed on the
 PU2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2626.degrees latitude (g = 980.6199 gals.).
 PU2626
 PU2626.The modeled gravity was interpolated from observed gravity values.
 PU2626
 PU2626;                    North         East    Units  Estimated Accuracy
 PU2626;SPC SD N     -    78,650.      296,920.      MT  (+/- 180 meters Scaled)
 PU2626
 PU2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK945255(NAD 83)
 PU2626
 PU2626                          SUPERSEDED SURVEY CONTROL
 PU2626
 PU2626.No superseded survey control is available for this station.
 PU2626
 PU2626_MARKER: P = PIPE CAP
 PU2626_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2626_STAMPING: 90-14.63
 PU2626_MARK LOGO: NGS
 PU2626_PROJECTION: FLUSH
 PU2626_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2626+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 PU2626_ROD/PIPE-DEPTH: 6.4 meters
 PU2626_SLEEVE-DEPTH  : 2.0 meters
 PU2626
 PU2626  HISTORY     - Date     Condition        Report By
 PU2626  HISTORY     - 1990     MONUMENTED       SDDT
 PU2626  HISTORY     - 19910819 GOOD             NGS
 PU2626  HISTORY     - 20070214 GOOD             NJS
 PU2626  HISTORY     - 20120313 GOOD             INDIV
 PU2626
 PU2626                          STATION DESCRIPTION
 PU2626
 PU2626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2626'3.7 KM (2.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2626'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2626'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2626'GALVANIZED STEEL PIPE, AT THE EAST END OF THE WESTBOUND OFF RAMP
 PU2626'(EXIT 14), 32.2 M (105.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 PU2626'LANES OF THE HIGHWAY, 17.1 M (56.1 FT) EAST OF A UTILITY POLE WITH 1
 PU2626'GUY CABLE, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 PU2626'(2.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 PU2626'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PU2626'PVC CAP.
 PU2626
 PU2626                          STATION RECOVERY (2007)
 PU2626
 PU2626'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2626'RECOVERED IN GOOD CONDITION.
 PU2626
 PU2626                          STATION RECOVERY (2012)
 PU2626
 PU2626'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2625 ***********************************************************************
 PU2625  DESIGNATION -  I90 015.17
 PU2625  PID         -  PU2625
 PU2625  STATE/COUNTY-  SD/LAWRENCE
 PU2625  COUNTRY     -  US
 PU2625  USGS QUAD   -  SPEARFISH (2017)
 PU2625
 PU2625                         *CURRENT SURVEY CONTROL
 PU2625  ______________________________________________________________________
 PU2625* NAD 83(1986) POSITION- 44 28 36.     (N) 103 47 57.     (W)   SCALED
 PU2625* NAVD 88 ORTHO HEIGHT -  1197.660 (meters)     3929.32  (feet) ADJUSTED
 PU2625  ______________________________________________________________________
 PU2625  GEOID HEIGHT    -        -14.539 (meters)                     GEOID18
 PU2625  DYNAMIC HEIGHT  -       1197.240 (meters)     3927.94  (feet) COMP
 PU2625  MODELED GRAVITY -    980,225.1   (mgal)                       NAVD 88
 PU2625
 PU2625  VERT ORDER      -  FIRST     CLASS II
 PU2625
 PU2625.The horizontal coordinates were scaled from a map and have
 PU2625.an estimated accuracy of +/- 6 seconds.
 PU2625
 PU2625.The orthometric height was determined by differential leveling and
 PU2625.adjusted by the NATIONAL GEODETIC SURVEY
 PU2625.in September 1993.
 PU2625
 PU2625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2625.GEOID18 height accuracy estimate available here.
 PU2625
 PU2625.Click photographs - Photos may exist for this station.
 PU2625
 PU2625.The dynamic height is computed by dividing the NAVD 88
 PU2625.geopotential number by the normal gravity value computed on the
 PU2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2625.degrees latitude (g = 980.6199 gals.).
 PU2625
 PU2625.The modeled gravity was interpolated from observed gravity values.
 PU2625
 PU2625;                    North         East    Units  Estimated Accuracy
 PU2625;SPC SD N     -    78,580.      297,850.      MT  (+/- 180 meters Scaled)
 PU2625
 PU2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK955255(NAD 83)
 PU2625
 PU2625                          SUPERSEDED SURVEY CONTROL
 PU2625
 PU2625.No superseded survey control is available for this station.
 PU2625
 PU2625_MARKER: DD = SURVEY DISK
 PU2625_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2625_STAMPING: 90-15.17
 PU2625_MARK LOGO: SDDT
 PU2625_PROJECTION: FLUSH
 PU2625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2625+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 PU2625
 PU2625  HISTORY     - Date     Condition        Report By
 PU2625  HISTORY     - UNK      MONUMENTED       SDDT
 PU2625  HISTORY     - 19910819 GOOD             NGS
 PU2625  HISTORY     - 20120313 GOOD             INDIV
 PU2625
 PU2625                          STATION DESCRIPTION
 PU2625
 PU2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2625'4.5 KM (2.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2625'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 32.6 M (107.0
 PU2625'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2625'5.0 M (16.4 FT) EAST OF A T-FENCE CORNER, 4.5 M (14.8 FT)
 PU2625'EAST-SOUTHEAST OF A T-JUNCTION UTILITY POLE, 0.5 M (1.6 FT) BELOW THE
 PU2625'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.3 M
 PU2625'(1.0 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2625'SURFACE.
 PU2625
 PU2625                          STATION RECOVERY (2012)
 PU2625
 PU2625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2624 ***********************************************************************
 PU2624  CBN         -  This is a Cooperative Base Network Control Station.
 PU2624  DESIGNATION -  I90 015.50
 PU2624  PID         -  PU2624
 PU2624  STATE/COUNTY-  SD/LAWRENCE
 PU2624  COUNTRY     -  US
 PU2624  USGS QUAD   -  SPEARFISH (2017)
 PU2624
 PU2624                         *CURRENT SURVEY CONTROL
 PU2624  ______________________________________________________________________
 PU2624* NAD 83(2011) POSITION- 44 28 33.82138(N) 103 47 35.14621(W)   ADJUSTED
 PU2624* NAD 83(2011) ELLIP HT-  1185.248 (meters)        (06/27/12)   ADJUSTED
 PU2624* NAD 83(2011) EPOCH   -  2010.00
 PU2624* NAVD 88 ORTHO HEIGHT -  1199.815 (meters)     3936.39  (feet) ADJUSTED
 PU2624  ______________________________________________________________________
 PU2624  GEOID HEIGHT    -        -14.548 (meters)                     GEOID18
 PU2624  NAD 83(2011) X  - -1,087,040.218 (meters)                     COMP
 PU2624  NAD 83(2011) Y  - -4,427,938.181 (meters)                     COMP
 PU2624  NAD 83(2011) Z  -  4,446,820.888 (meters)                     COMP
 PU2624  LAPLACE CORR    -         -6.22  (seconds)                    DEFLEC18
 PU2624  DYNAMIC HEIGHT  -       1199.396 (meters)     3935.02  (feet) COMP
 PU2624  MODELED GRAVITY -    980,226.3   (mgal)                       NAVD 88
 PU2624
 PU2624  VERT ORDER      -  FIRST     CLASS II
 PU2624
 PU2624  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2624  Standards:
 PU2624         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2624            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2624  -------------------------------------------------------------------
 PU2624  NETWORK    0.59   1.18           0.27   0.20   0.60     -0.06801784
 PU2624  -------------------------------------------------------------------
 PU2624  Click here for local accuracies and other accuracy information.
 PU2624
 PU2624.The horizontal coordinates were established by GPS observations
 PU2624.and adjusted by the National Geodetic Survey in June 2012.
 PU2624
 PU2624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2624.been affixed to the stable North American tectonic plate. See 
 PU2624.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2624
 PU2624.The horizontal coordinates are valid at the epoch date displayed above
 PU2624.which is a decimal equivalence of Year/Month/Day.
 PU2624
 PU2624.The orthometric height was determined by differential leveling and
 PU2624.adjusted by the NATIONAL GEODETIC SURVEY
 PU2624.in September 1993.
 PU2624
 PU2624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2624.GEOID18 height accuracy estimate available here.
 PU2624
 PU2624.Click photographs - Photos may exist for this station.
 PU2624
 PU2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2624
 PU2624.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2624
 PU2624.The ellipsoidal height was determined by GPS observations
 PU2624.and is referenced to NAD 83.
 PU2624
 PU2624.The dynamic height is computed by dividing the NAVD 88
 PU2624.geopotential number by the normal gravity value computed on the
 PU2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2624.degrees latitude (g = 980.6199 gals.).
 PU2624
 PU2624.The modeled gravity was interpolated from observed gravity values.
 PU2624
 PU2624. The following values were computed from the NAD 83(2011) position.
 PU2624
 PU2624;                    North         East     Units Scale Factor Converg.
 PU2624;SPC SD N     -    78,490.136   298,326.995   MT  0.99998915   -2 41 04.3
 PU2624;SPC SD N     -   257,513.05    978,761.15   sFT  0.99998915   -2 41 04.3
 PU2624;UTM  13      - 4,925,458.484   595,985.531   MT  0.99971330   +0 50 44.3
 PU2624
 PU2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2624!SPC SD N     -   0.99981419  x   0.99998915  =   0.99980334
 PU2624!UTM  13      -   0.99981419  x   0.99971330  =   0.99952755
 PU2624
 PU2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9598525458(NAD 83)
 PU2624
 PU2624                          SUPERSEDED SURVEY CONTROL
 PU2624
 PU2624  NAD 83(2007)-  44 28 33.82122(N)    103 47 35.14742(W) AD(2002.00) 0
 PU2624  ELLIP H (02/10/07) 1185.286  (m)                       GP(2002.00)    
 PU2624  NAD 83(1996)-  44 28 33.82064(N)    103 47 35.14737(W) AD(       ) A
 PU2624  ELLIP H (06/23/03) 1185.274  (m)                       GP(       ) 3 1
 PU2624  NAVD 88            1199.82   (m)         3936.4    (f) LEVELING    3  
 PU2624
 PU2624.Superseded values are not recommended for survey control.
 PU2624
 PU2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2624.See file dsdata.pdf to determine how the superseded data were derived.
 PU2624
 PU2624_MARKER: P = PIPE CAP
 PU2624_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2624_STAMPING: I90-15.50
 PU2624_MARK LOGO: NGS
 PU2624_PROJECTION: FLUSH
 PU2624_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2624+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 PU2624_ROD/PIPE-DEPTH: 6.40 meters
 PU2624_SLEEVE-DEPTH  : 2.00 meters
 PU2624
 PU2624  HISTORY     - Date     Condition        Report By
 PU2624  HISTORY     - 1990     MONUMENTED       SDDT
 PU2624  HISTORY     - 19910819 GOOD             NGS
 PU2624  HISTORY     - 20020514 GOOD             SDDT
 PU2624  HISTORY     - 20120229 GOOD             INDIV
 PU2624
 PU2624                          STATION DESCRIPTION
 PU2624
 PU2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2624'5.1 KM (3.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2624'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2624'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2624'GALVANIZED STEEL PIPE, 237.0 M (777.6 FT) EAST OF THE NORTHEAST
 PU2624'CORNER OF BRIDGE NUMBER 41-126-087, 32.2 M (105.6 FT) NORTH OF THE
 PU2624'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.2 M (10.5 FT)
 PU2624'WEST OF A T-FENCE CORNER, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE
 PU2624'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2624'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2624'THROUGH A 4-INCH PVC CAP.
 PU2624
 PU2624                          STATION RECOVERY (2002)
 PU2624
 PU2624'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PU2624'RECOVERED AS DESCRIBED
 PU2624
 PU2624                          STATION RECOVERY (2012)
 PU2624
 PU2624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2623 ***********************************************************************
 PU2623  DESIGNATION -  I90 016.18
 PU2623  PID         -  PU2623
 PU2623  STATE/COUNTY-  SD/LAWRENCE
 PU2623  COUNTRY     -  US
 PU2623  USGS QUAD   -  SPEARFISH (2017)
 PU2623
 PU2623                         *CURRENT SURVEY CONTROL
 PU2623  ______________________________________________________________________
 PU2623* NAD 83(1986) POSITION- 44 28 34.     (N) 103 46 49.     (W)   SCALED
 PU2623* NAVD 88 ORTHO HEIGHT -  1192.533 (meters)     3912.50  (feet) ADJUSTED
 PU2623  ______________________________________________________________________
 PU2623  GEOID HEIGHT    -        -14.578 (meters)                     GEOID18
 PU2623  DYNAMIC HEIGHT  -       1192.121 (meters)     3911.15  (feet) COMP
 PU2623  MODELED GRAVITY -    980,230.5   (mgal)                       NAVD 88
 PU2623
 PU2623  VERT ORDER      -  FIRST     CLASS II
 PU2623
 PU2623.The horizontal coordinates were scaled from a map and have
 PU2623.an estimated accuracy of +/- 6 seconds.
 PU2623
 PU2623.The orthometric height was determined by differential leveling and
 PU2623.adjusted by the NATIONAL GEODETIC SURVEY
 PU2623.in September 1993.
 PU2623
 PU2623.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2623.GEOID18 height accuracy estimate available here.
 PU2623
 PU2623.Click photographs - Photos may exist for this station.
 PU2623
 PU2623.The dynamic height is computed by dividing the NAVD 88
 PU2623.geopotential number by the normal gravity value computed on the
 PU2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2623.degrees latitude (g = 980.6199 gals.).
 PU2623
 PU2623.The modeled gravity was interpolated from observed gravity values.
 PU2623
 PU2623;                    North         East    Units  Estimated Accuracy
 PU2623;SPC SD N     -    78,450.      299,350.      MT  (+/- 180 meters Scaled)
 PU2623
 PU2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK970254(NAD 83)
 PU2623
 PU2623                          SUPERSEDED SURVEY CONTROL
 PU2623
 PU2623.No superseded survey control is available for this station.
 PU2623
 PU2623_MARKER: DD = SURVEY DISK
 PU2623_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2623_STAMPING: 90-16.18
 PU2623_MARK LOGO: SDDT
 PU2623_PROJECTION: RECESSED 10 CENTIMETERS
 PU2623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2623+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 PU2623
 PU2623  HISTORY     - Date     Condition        Report By
 PU2623  HISTORY     - UNK      MONUMENTED       SDDT
 PU2623  HISTORY     - 19910819 GOOD             NGS
 PU2623  HISTORY     - 20120314 GOOD             INDIV
 PU2623
 PU2623                          STATION DESCRIPTION
 PU2623
 PU2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2623'6.1 KM (3.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2623'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, NEAR THE WEST
 PU2623'END OF 2 BRACED FENCE POSTS, 202.0 M (662.7 FT) EAST OF A HIGHWAY
 PU2623'INFORMATION SIGN (WEATHER INFORMATION), 32.5 M (106.6 FT) NORTH OF
 PU2623'AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2623'0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A
 PU2623'FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 PU2623'SURFACE.
 PU2623
 PU2623                          STATION RECOVERY (2012)
 PU2623
 PU2623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2622 ***********************************************************************
 PU2622  DESIGNATION -  I90 016.76
 PU2622  PID         -  PU2622
 PU2622  STATE/COUNTY-  SD/LAWRENCE
 PU2622  COUNTRY     -  US
 PU2622  USGS QUAD   -  SPEARFISH (2017)
 PU2622
 PU2622                         *CURRENT SURVEY CONTROL
 PU2622  ______________________________________________________________________
 PU2622* NAD 83(1986) POSITION- 44 28 32.     (N) 103 46 04.     (W)   SCALED
 PU2622* NAVD 88 ORTHO HEIGHT -  1184.096 (meters)     3884.82  (feet) ADJUSTED
 PU2622  ______________________________________________________________________
 PU2622  GEOID HEIGHT    -        -14.605 (meters)                     GEOID18
 PU2622  DYNAMIC HEIGHT  -       1183.692 (meters)     3883.50  (feet) COMP
 PU2622  MODELED GRAVITY -    980,235.2   (mgal)                       NAVD 88
 PU2622
 PU2622  VERT ORDER      -  FIRST     CLASS II
 PU2622
 PU2622.The horizontal coordinates were scaled from a map and have
 PU2622.an estimated accuracy of +/- 6 seconds.
 PU2622
 PU2622.The orthometric height was determined by differential leveling and
 PU2622.adjusted by the NATIONAL GEODETIC SURVEY
 PU2622.in September 1993.
 PU2622
 PU2622.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2622.GEOID18 height accuracy estimate available here.
 PU2622
 PU2622.Click photographs - Photos may exist for this station.
 PU2622
 PU2622.The dynamic height is computed by dividing the NAVD 88
 PU2622.geopotential number by the normal gravity value computed on the
 PU2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2622.degrees latitude (g = 980.6199 gals.).
 PU2622
 PU2622.The modeled gravity was interpolated from observed gravity values.
 PU2622
 PU2622;                    North         East    Units  Estimated Accuracy
 PU2622;SPC SD N     -    78,340.      300,340.      MT  (+/- 180 meters Scaled)
 PU2622
 PU2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK979254(NAD 83)
 PU2622
 PU2622                          SUPERSEDED SURVEY CONTROL
 PU2622
 PU2622.No superseded survey control is available for this station.
 PU2622
 PU2622_MARKER: P = PIPE CAP
 PU2622_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2622_STAMPING: 90-16.76
 PU2622_MARK LOGO: NGS
 PU2622_PROJECTION: FLUSH
 PU2622_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2622+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 PU2622_ROD/PIPE-DEPTH: 6.4 meters
 PU2622_SLEEVE-DEPTH  : 2.0 meters
 PU2622
 PU2622  HISTORY     - Date     Condition        Report By
 PU2622  HISTORY     - 1990     MONUMENTED       SDDT
 PU2622  HISTORY     - 19910819 GOOD             NGS
 PU2622  HISTORY     - 20120314 GOOD             INDIV
 PU2622
 PU2622                          STATION DESCRIPTION
 PU2622
 PU2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2622'7.1 KM (4.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2622'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2622'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2622'GALVANIZED STEEL PIPE, 129.0 M (423.2 FT) EAST OF THE NORTHEAST
 PU2622'CORNER OF BRIDGE NUMBER 41-140-088, 44.1 M (144.7 FT) WEST OF A
 PU2622'BRACED FENCE POST, 40.0 M (131.2 FT) NORTH OF THE CENTERLINE OF THE
 PU2622'WESTBOUND LANES OF THE HIGHWAY, 9.5 M (31.2 FT) BELOW THE LEVEL OF
 PU2622'THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2622'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2622'THROUGH A 4-INCH PVC CAP.
 PU2622
 PU2622                          STATION RECOVERY (2012)
 PU2622
 PU2622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2621 ***********************************************************************
 PU2621  DESIGNATION -  I90 017.19
 PU2621  PID         -  PU2621
 PU2621  STATE/COUNTY-  SD/LAWRENCE
 PU2621  COUNTRY     -  US
 PU2621  USGS QUAD   -  SPEARFISH (2017)
 PU2621
 PU2621                         *CURRENT SURVEY CONTROL
 PU2621  ______________________________________________________________________
 PU2621* NAD 83(1986) POSITION- 44 28 32.     (N) 103 45 34.     (W)   SCALED
 PU2621* NAVD 88 ORTHO HEIGHT -  1179.334 (meters)     3869.20  (feet) ADJUSTED
 PU2621  ______________________________________________________________________
 PU2621  GEOID HEIGHT    -        -14.625 (meters)                     GEOID18
 PU2621  DYNAMIC HEIGHT  -       1178.936 (meters)     3867.89  (feet) COMP
 PU2621  MODELED GRAVITY -    980,238.6   (mgal)                       NAVD 88
 PU2621
 PU2621  VERT ORDER      -  FIRST     CLASS II
 PU2621
 PU2621.The horizontal coordinates were scaled from a map and have
 PU2621.an estimated accuracy of +/- 6 seconds.
 PU2621
 PU2621.The orthometric height was determined by differential leveling and
 PU2621.adjusted by the NATIONAL GEODETIC SURVEY
 PU2621.in September 1993.
 PU2621
 PU2621.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2621.GEOID18 height accuracy estimate available here.
 PU2621
 PU2621.Click photographs - Photos may exist for this station.
 PU2621
 PU2621.The dynamic height is computed by dividing the NAVD 88
 PU2621.geopotential number by the normal gravity value computed on the
 PU2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2621.degrees latitude (g = 980.6199 gals.).
 PU2621
 PU2621.The modeled gravity was interpolated from observed gravity values.
 PU2621
 PU2621;                    North         East    Units  Estimated Accuracy
 PU2621;SPC SD N     -    78,310.      301,000.      MT  (+/- 180 meters Scaled)
 PU2621
 PU2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK986254(NAD 83)
 PU2621
 PU2621                          SUPERSEDED SURVEY CONTROL
 PU2621
 PU2621.No superseded survey control is available for this station.
 PU2621
 PU2621_MARKER: DD = SURVEY DISK
 PU2621_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2621_STAMPING: 90-17.19
 PU2621_MARK LOGO: SDDT
 PU2621_PROJECTION: FLUSH
 PU2621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2621+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 PU2621
 PU2621  HISTORY     - Date     Condition        Report By
 PU2621  HISTORY     - UNK      MONUMENTED       SDDT
 PU2621  HISTORY     - 19910819 GOOD             NGS
 PU2621  HISTORY     - 20120314 GOOD             INDIV
 PU2621
 PU2621                          STATION DESCRIPTION
 PU2621
 PU2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2621'7.7 KM (4.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2621'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 32.5 M (106.6
 PU2621'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2621'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF
 PU2621'A T-FENCE CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 PU2621'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2621
 PU2621                          STATION RECOVERY (2012)
 PU2621
 PU2621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2620 ***********************************************************************
 PU2620  DESIGNATION -  I90 018.04
 PU2620  PID         -  PU2620
 PU2620  STATE/COUNTY-  SD/LAWRENCE
 PU2620  COUNTRY     -  US
 PU2620  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2620
 PU2620                         *CURRENT SURVEY CONTROL
 PU2620  ______________________________________________________________________
 PU2620* NAD 83(1986) POSITION- 44 28 42.49   (N) 103 44 38.50   (W)   HD_HELD1
 PU2620* NAVD 88 ORTHO HEIGHT -  1176.182 (meters)     3858.86  (feet) ADJUSTED
 PU2620  ______________________________________________________________________
 PU2620  GEOID HEIGHT    -        -14.688 (meters)                     GEOID18
 PU2620  DYNAMIC HEIGHT  -       1175.797 (meters)     3857.59  (feet) COMP
 PU2620  MODELED GRAVITY -    980,249.5   (mgal)                       NAVD 88
 PU2620
 PU2620  VERT ORDER      -  FIRST     CLASS II
 PU2620
 PU2620.The horizontal coordinates were determined by differentially corrected
 PU2620.hand held GPS observations or other comparable positioning techniques
 PU2620.and have an estimated accuracy of +/- 3 meters.
 PU2620
 PU2620.The orthometric height was determined by differential leveling and
 PU2620.adjusted by the NATIONAL GEODETIC SURVEY
 PU2620.in September 1993.
 PU2620
 PU2620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2620.GEOID18 height accuracy estimate available here.
 PU2620
 PU2620.Click photographs - Photos may exist for this station.
 PU2620
 PU2620.The dynamic height is computed by dividing the NAVD 88
 PU2620.geopotential number by the normal gravity value computed on the
 PU2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2620.degrees latitude (g = 980.6199 gals.).
 PU2620
 PU2620.The modeled gravity was interpolated from observed gravity values.
 PU2620
 PU2620;                    North         East    Units  Estimated Accuracy
 PU2620;SPC SD N     -    78,575.8     302,239.1     MT  (+/- 3 meters HH1 GPS) 
 PU2620
 PU2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9988325784(NAD 83)
 PU2620
 PU2620                          SUPERSEDED SURVEY CONTROL
 PU2620
 PU2620.No superseded survey control is available for this station.
 PU2620
 PU2620_MARKER: Z = SEE DESCRIPTION
 PU2620_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2620_STAMPING: 90-18.04
 PU2620_MARK LOGO: NGS
 PU2620_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2620_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2620+STABILITY: POSITION/ELEVATION WELL
 PU2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2620+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 PU2620_ROD/PIPE-DEPTH: 6.4 meters
 PU2620_SLEEVE-DEPTH  : 2.0 meters
 PU2620
 PU2620  HISTORY     - Date     Condition        Report By
 PU2620  HISTORY     - 1990     MONUMENTED       SDDT
 PU2620  HISTORY     - 19910819 GOOD             NGS
 PU2620  HISTORY     - 20120314 GOOD             INDIV
 PU2620
 PU2620                          STATION DESCRIPTION
 PU2620
 PU2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2620'9.1 KM (5.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2620'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, A STAINLESS
 PU2620'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2620'GALVANIZED STEEL PIPE, 100.0 M (328.1 FT) NORTH OF THE CENTERLINE OF
 PU2620'THE WESTBOUND LANES OF THE HIGHWAY, 62.0 M (203.4 FT) EAST OF A
 PU2620'T-FENCE CORNER, 51.4 M (168.6 FT) NORTH OF THE CENTER OF THE
 PU2620'WESTBOUND ON-RAMP (EXIT 17), 8.0 M (26.2 FT) ABOVE THE LEVEL OF THE
 PU2620'RAMP, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2620
 PU2620                          STATION RECOVERY (2012)
 PU2620
 PU2620'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2619 ***********************************************************************
 PU2619  DESIGNATION -  I90 018.31
 PU2619  PID         -  PU2619
 PU2619  STATE/COUNTY-  SD/LAWRENCE
 PU2619  COUNTRY     -  US
 PU2619  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2619
 PU2619                         *CURRENT SURVEY CONTROL
 PU2619  ______________________________________________________________________
 PU2619* NAD 83(1986) POSITION- 44 28 50.     (N) 103 44 33.     (W)   SCALED
 PU2619* NAVD 88 ORTHO HEIGHT -  1165.155 (meters)     3822.68  (feet) ADJUSTED
 PU2619  ______________________________________________________________________
 PU2619  GEOID HEIGHT    -        -14.707 (meters)                     GEOID18
 PU2619  DYNAMIC HEIGHT  -       1164.771 (meters)     3821.42  (feet) COMP
 PU2619  MODELED GRAVITY -    980,247.5   (mgal)                       NAVD 88
 PU2619
 PU2619  VERT ORDER      -  FIRST     CLASS II
 PU2619
 PU2619.The horizontal coordinates were scaled from a map and have
 PU2619.an estimated accuracy of +/- 6 seconds.
 PU2619
 PU2619.The orthometric height was determined by differential leveling and
 PU2619.adjusted by the NATIONAL GEODETIC SURVEY
 PU2619.in September 1993.
 PU2619
 PU2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2619.GEOID18 height accuracy estimate available here.
 PU2619
 PU2619.Click photographs - Photos may exist for this station.
 PU2619
 PU2619.The dynamic height is computed by dividing the NAVD 88
 PU2619.geopotential number by the normal gravity value computed on the
 PU2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2619.degrees latitude (g = 980.6199 gals.).
 PU2619
 PU2619.The modeled gravity was interpolated from observed gravity values.
 PU2619
 PU2619;                    North         East    Units  Estimated Accuracy
 PU2619;SPC SD N     -    78,800.      302,370.      MT  (+/- 180 meters Scaled)
 PU2619
 PU2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK000260(NAD 83)
 PU2619
 PU2619                          SUPERSEDED SURVEY CONTROL
 PU2619
 PU2619.No superseded survey control is available for this station.
 PU2619
 PU2619_MARKER: DB = BENCH MARK DISK
 PU2619_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2619_STAMPING: 90-18.31
 PU2619_MARK LOGO: SDDT
 PU2619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2619+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 PU2619
 PU2619  HISTORY     - Date     Condition        Report By
 PU2619  HISTORY     - UNK      MONUMENTED       SDDT
 PU2619  HISTORY     - 19910819 GOOD             NGS
 PU2619  HISTORY     - 20120314 GOOD             INDIV
 PU2619
 PU2619                          STATION DESCRIPTION
 PU2619
 PU2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2619'9.5 KM (5.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2619'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 129.0 M (423.2
 PU2619'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2619'50.0 M (164.0 FT) EAST OF A HIGHWAY INFORMATION SIGN (FOOD AND
 PU2619'LODGING), 25.1 M (82.3 FT) NORTH OF THE CENTER OF THE WESTBOUND
 PU2619'OFF-RAMP (EXIT 17), 21.6 M (70.9 FT) WEST OF A BRACED FENCE POST, 1.7
 PU2619'M (5.6 FT) BELOW THE LEVEL OF THE RAMP, 0.3 M (1.0 FT) EAST OF A
 PU2619'WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE MONUMENT IS
 PU2619'FLUSH WITH THE GROUND SURFACE.
 PU2619
 PU2619                          STATION RECOVERY (2012)
 PU2619
 PU2619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2618 ***********************************************************************
 PU2618  DESIGNATION -  I90 018.53
 PU2618  PID         -  PU2618
 PU2618  STATE/COUNTY-  SD/LAWRENCE
 PU2618  COUNTRY     -  US
 PU2618  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2618
 PU2618                         *CURRENT SURVEY CONTROL
 PU2618  ______________________________________________________________________
 PU2618* NAD 83(1986) POSITION- 44 28 54.     (N) 103 44 07.     (W)   SCALED
 PU2618* NAVD 88 ORTHO HEIGHT -  1148.959 (meters)     3769.54  (feet) ADJUSTED
 PU2618  ______________________________________________________________________
 PU2618  GEOID HEIGHT    -        -14.739 (meters)                     GEOID18
 PU2618  DYNAMIC HEIGHT  -       1148.583 (meters)     3768.31  (feet) COMP
 PU2618  MODELED GRAVITY -    980,250.9   (mgal)                       NAVD 88
 PU2618
 PU2618  VERT ORDER      -  FIRST     CLASS II
 PU2618
 PU2618.The horizontal coordinates were scaled from a map and have
 PU2618.an estimated accuracy of +/- 6 seconds.
 PU2618
 PU2618.The orthometric height was determined by differential leveling and
 PU2618.adjusted by the NATIONAL GEODETIC SURVEY
 PU2618.in September 1993.
 PU2618
 PU2618.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2618.GEOID18 height accuracy estimate available here.
 PU2618
 PU2618.Click photographs - Photos may exist for this station.
 PU2618
 PU2618.The dynamic height is computed by dividing the NAVD 88
 PU2618.geopotential number by the normal gravity value computed on the
 PU2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2618.degrees latitude (g = 980.6199 gals.).
 PU2618
 PU2618.The modeled gravity was interpolated from observed gravity values.
 PU2618
 PU2618;                    North         East    Units  Estimated Accuracy
 PU2618;SPC SD N     -    78,900.      302,950.      MT  (+/- 180 meters Scaled)
 PU2618
 PU2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK005261(NAD 83)
 PU2618
 PU2618                          SUPERSEDED SURVEY CONTROL
 PU2618
 PU2618.No superseded survey control is available for this station.
 PU2618
 PU2618_MARKER: DB = BENCH MARK DISK
 PU2618_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2618_STAMPING: 90-18.53
 PU2618_MARK LOGO: SDDT
 PU2618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2618+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 PU2618
 PU2618  HISTORY     - Date     Condition        Report By
 PU2618  HISTORY     - UNK      MONUMENTED       SDDT
 PU2618  HISTORY     - 19910819 GOOD             NGS
 PU2618  HISTORY     - 20120315 GOOD             INDIV
 PU2618
 PU2618                          STATION DESCRIPTION
 PU2618
 PU2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2618'9.9 KM (6.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2618'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, AT THE EAST END
 PU2618'OF THE WESTBOUND OFF-RAMP (EXIT 17), 36.1 M (118.4 FT) NORTH OF THE
 PU2618'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 12.3 M (40.4 FT)
 PU2618'EAST OF THE CENTER OF 6 BRACED FENCE POSTS, 0.3 M (1.0 FT) SOUTH OF A
 PU2618'FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 PU2618'PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
 PU2618
 PU2618                          STATION RECOVERY (2012)
 PU2618
 PU2618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2617 ***********************************************************************
 PU2617  DESIGNATION -  I90 018.97
 PU2617  PID         -  PU2617
 PU2617  STATE/COUNTY-  SD/LAWRENCE
 PU2617  COUNTRY     -  US
 PU2617  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2617
 PU2617                         *CURRENT SURVEY CONTROL
 PU2617  ______________________________________________________________________
 PU2617* NAD 83(1986) POSITION- 44 29 03.     (N) 103 43 39.     (W)   SCALED
 PU2617* NAVD 88 ORTHO HEIGHT -  1127.512 (meters)     3699.18  (feet) ADJUSTED
 PU2617  ______________________________________________________________________
 PU2617  GEOID HEIGHT    -        -14.781 (meters)                     GEOID18
 PU2617  DYNAMIC HEIGHT  -       1127.147 (meters)     3697.98  (feet) COMP
 PU2617  MODELED GRAVITY -    980,254.4   (mgal)                       NAVD 88
 PU2617
 PU2617  VERT ORDER      -  FIRST     CLASS II
 PU2617
 PU2617.The horizontal coordinates were scaled from a map and have
 PU2617.an estimated accuracy of +/- 6 seconds.
 PU2617
 PU2617.The orthometric height was determined by differential leveling and
 PU2617.adjusted by the NATIONAL GEODETIC SURVEY
 PU2617.in September 1993.
 PU2617
 PU2617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2617.GEOID18 height accuracy estimate available here.
 PU2617
 PU2617.Click photographs - Photos may exist for this station.
 PU2617
 PU2617.The dynamic height is computed by dividing the NAVD 88
 PU2617.geopotential number by the normal gravity value computed on the
 PU2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2617.degrees latitude (g = 980.6199 gals.).
 PU2617
 PU2617.The modeled gravity was interpolated from observed gravity values.
 PU2617
 PU2617;                    North         East    Units  Estimated Accuracy
 PU2617;SPC SD N     -    79,150.      303,580.      MT  (+/- 180 meters Scaled)
 PU2617
 PU2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK011264(NAD 83)
 PU2617
 PU2617                          SUPERSEDED SURVEY CONTROL
 PU2617
 PU2617.No superseded survey control is available for this station.
 PU2617
 PU2617_MARKER: Z = SEE DESCRIPTION
 PU2617_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2617_STAMPING: 90-18.97
 PU2617_MARK LOGO: NGS
 PU2617_PROJECTION: PROJECTING 4 CENTIMETERS
 PU2617_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2617+STABILITY: POSITION/ELEVATION WELL
 PU2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2617+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 PU2617_ROD/PIPE-DEPTH: 6.4 meters
 PU2617_SLEEVE-DEPTH  : 2.0 meters
 PU2617
 PU2617  HISTORY     - Date     Condition        Report By
 PU2617  HISTORY     - 1990     MONUMENTED       SDDT
 PU2617  HISTORY     - 19910819 GOOD             NGS
 PU2617  HISTORY     - 20120315 GOOD             INDIV
 PU2617
 PU2617                          STATION DESCRIPTION
 PU2617
 PU2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2617'10.5 KM (6.50 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2617'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 37.0 M (121.4
 PU2617'FT) NORTH OF A HIGHWAY INFORMATION SIGN (LODGING EXIT 12), 34.5 M
 PU2617'(113.2 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2617'HIGHWAY, 14.8 M (48.6 FT) SOUTHEAST OF A BRACED FENCE POST, 0.5 M
 PU2617'(1.6 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 PU2617'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 PU2617'GROUND SURFACE.
 PU2617
 PU2617                          STATION RECOVERY (2012)
 PU2617
 PU2617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2617'PIPE GOOD, CONCRETE SMALL CRACK. 130' FROM EAST BOUND CENTER LINE.  6'
 PU2617'SOUTHEAST OF A BRACED FENCE POST.
 PU2617'2' NORTH OF WITNESS POST AND FENCE.  LODGING EXIT SIGN 17 NOT 12.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2616 ***********************************************************************
 PU2616  DESIGNATION -  I90 019.58
 PU2616  PID         -  PU2616
 PU2616  STATE/COUNTY-  SD/LAWRENCE
 PU2616  COUNTRY     -  US
 PU2616  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2616
 PU2616                         *CURRENT SURVEY CONTROL
 PU2616  ______________________________________________________________________
 PU2616* NAD 83(1986) POSITION- 44 29 18.     (N) 103 43 02.     (W)   SCALED
 PU2616* NAVD 88 ORTHO HEIGHT -  1126.034 (meters)     3694.33  (feet) ADJUSTED
 PU2616  ______________________________________________________________________
 PU2616  GEOID HEIGHT    -        -14.838 (meters)                     GEOID18
 PU2616  DYNAMIC HEIGHT  -       1125.671 (meters)     3693.14  (feet) COMP
 PU2616  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 PU2616
 PU2616  VERT ORDER      -  FIRST     CLASS II
 PU2616
 PU2616.The horizontal coordinates were scaled from a map and have
 PU2616.an estimated accuracy of +/- 6 seconds.
 PU2616
 PU2616.The orthometric height was determined by differential leveling and
 PU2616.adjusted by the NATIONAL GEODETIC SURVEY
 PU2616.in September 1993.
 PU2616
 PU2616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2616.GEOID18 height accuracy estimate available here.
 PU2616
 PU2616.Click photographs - Photos may exist for this station.
 PU2616
 PU2616.The dynamic height is computed by dividing the NAVD 88
 PU2616.geopotential number by the normal gravity value computed on the
 PU2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2616.degrees latitude (g = 980.6199 gals.).
 PU2616
 PU2616.The modeled gravity was interpolated from observed gravity values.
 PU2616
 PU2616;                    North         East    Units  Estimated Accuracy
 PU2616;SPC SD N     -    79,570.      304,420.      MT  (+/- 180 meters Scaled)
 PU2616
 PU2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK019269(NAD 83)
 PU2616
 PU2616                          SUPERSEDED SURVEY CONTROL
 PU2616
 PU2616.No superseded survey control is available for this station.
 PU2616
 PU2616_MARKER: DB = BENCH MARK DISK
 PU2616_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2616_STAMPING: 90-19.58
 PU2616_MARK LOGO: SDDT
 PU2616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2616+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 PU2616
 PU2616  HISTORY     - Date     Condition        Report By
 PU2616  HISTORY     - UNK      MONUMENTED       SDDT
 PU2616  HISTORY     - 19910819 GOOD             NGS
 PU2616  HISTORY     - 20120315 GOOD             INDIV
 PU2616
 PU2616                          STATION DESCRIPTION
 PU2616
 PU2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2616'11.5 KM (7.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2616'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 36.5 M (119.8
 PU2616'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2616'27.5 M (90.2 FT) EAST OF A T-FENCE CORNER, 15.1 M (49.5 FT)
 PU2616'NORTH-NORTHEAST OF THE NORTH END OF A CULVERT, 2.0 M (6.6 FT) BELOW
 PU2616'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 PU2616'FENCE, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE THE GROUND
 PU2616'SURFACE.
 PU2616
 PU2616                          STATION RECOVERY (2012)
 PU2616
 PU2616'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2615 ***********************************************************************
 PU2615  DESIGNATION -  I90 020.10
 PU2615  PID         -  PU2615
 PU2615  STATE/COUNTY-  SD/LAWRENCE
 PU2615  COUNTRY     -  US
 PU2615  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2615
 PU2615                         *CURRENT SURVEY CONTROL
 PU2615  ______________________________________________________________________
 PU2615* NAD 83(1986) POSITION- 44 29 17.     (N) 103 42 28.     (W)   SCALED
 PU2615* NAVD 88 ORTHO HEIGHT -  1147.155 (meters)     3763.62  (feet) ADJUSTED
 PU2615  ______________________________________________________________________
 PU2615  GEOID HEIGHT    -        -14.863 (meters)                     GEOID18
 PU2615  DYNAMIC HEIGHT  -       1146.787 (meters)     3762.42  (feet) COMP
 PU2615  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 PU2615
 PU2615  VERT ORDER      -  FIRST     CLASS II
 PU2615
 PU2615.The horizontal coordinates were scaled from a map and have
 PU2615.an estimated accuracy of +/- 6 seconds.
 PU2615
 PU2615.The orthometric height was determined by differential leveling and
 PU2615.adjusted by the NATIONAL GEODETIC SURVEY
 PU2615.in September 1993.
 PU2615
 PU2615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2615.GEOID18 height accuracy estimate available here.
 PU2615
 PU2615.Click photographs - Photos may exist for this station.
 PU2615
 PU2615.The dynamic height is computed by dividing the NAVD 88
 PU2615.geopotential number by the normal gravity value computed on the
 PU2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2615.degrees latitude (g = 980.6199 gals.).
 PU2615
 PU2615.The modeled gravity was interpolated from observed gravity values.
 PU2615
 PU2615;                    North         East    Units  Estimated Accuracy
 PU2615;SPC SD N     -    79,510.      305,170.      MT  (+/- 180 meters Scaled)
 PU2615
 PU2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK027268(NAD 83)
 PU2615
 PU2615                          SUPERSEDED SURVEY CONTROL
 PU2615
 PU2615.No superseded survey control is available for this station.
 PU2615
 PU2615_MARKER: DB = BENCH MARK DISK
 PU2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2615_STAMPING: I90 20.10
 PU2615_MARK LOGO: SDDT
 PU2615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2615+STABILITY: SURFACE MOTION
 PU2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2615+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2615
 PU2615  HISTORY     - Date     Condition        Report By
 PU2615  HISTORY     - UNK      MONUMENTED       SDDT
 PU2615  HISTORY     - 19910819 GOOD             NGS
 PU2615  HISTORY     - 20120315 POOR             INDIV
 PU2615
 PU2615                          STATION DESCRIPTION
 PU2615
 PU2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2615'12.3 KM (7.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2615'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, 36.9 M (121.1
 PU2615'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 PU2615'THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND THE CENTER OF
 PU2615'2 BRACED FENCE POSTS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2615'SURFACE.
 PU2615
 PU2615                          STATION RECOVERY (2012)
 PU2615
 PU2615'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2615'DESTROYED, LAYING ON ITS SIDE
 PU2615'POSSIBLE HIT BY MACHINERY
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2614 ***********************************************************************
 PU2614  DESIGNATION -  I90 020.97
 PU2614  PID         -  PU2614
 PU2614  STATE/COUNTY-  SD/LAWRENCE
 PU2614  COUNTRY     -  US
 PU2614  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2614
 PU2614                         *CURRENT SURVEY CONTROL
 PU2614  ______________________________________________________________________
 PU2614* NAD 83(1986) POSITION- 44 28 58.     (N) 103 41 27.     (W)   SCALED
 PU2614* NAVD 88 ORTHO HEIGHT -  1152.015 (meters)     3779.57  (feet) ADJUSTED
 PU2614  ______________________________________________________________________
 PU2614  GEOID HEIGHT    -        -14.886 (meters)                     GEOID18
 PU2614  DYNAMIC HEIGHT  -       1151.643 (meters)     3778.35  (feet) COMP
 PU2614  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 PU2614
 PU2614  VERT ORDER      -  FIRST     CLASS II
 PU2614
 PU2614.The horizontal coordinates were scaled from a map and have
 PU2614.an estimated accuracy of +/- 6 seconds.
 PU2614
 PU2614.The orthometric height was determined by differential leveling and
 PU2614.adjusted by the NATIONAL GEODETIC SURVEY
 PU2614.in September 1993.
 PU2614
 PU2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2614.GEOID18 height accuracy estimate available here.
 PU2614
 PU2614.Click photographs - Photos may exist for this station.
 PU2614
 PU2614.The dynamic height is computed by dividing the NAVD 88
 PU2614.geopotential number by the normal gravity value computed on the
 PU2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2614.degrees latitude (g = 980.6199 gals.).
 PU2614
 PU2614.The modeled gravity was interpolated from observed gravity values.
 PU2614
 PU2614;                    North         East    Units  Estimated Accuracy
 PU2614;SPC SD N     -    78,860.      306,490.      MT  (+/- 180 meters Scaled)
 PU2614
 PU2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK041263(NAD 83)
 PU2614
 PU2614                          SUPERSEDED SURVEY CONTROL
 PU2614
 PU2614.No superseded survey control is available for this station.
 PU2614
 PU2614_MARKER: DB = BENCH MARK DISK
 PU2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2614_STAMPING: I90 20.97
 PU2614_MARK LOGO: SDDT
 PU2614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2614+STABILITY: SURFACE MOTION
 PU2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2614+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 PU2614
 PU2614  HISTORY     - Date     Condition        Report By
 PU2614  HISTORY     - UNK      MONUMENTED       SDDT
 PU2614  HISTORY     - 19910819 GOOD             NGS
 PU2614  HISTORY     - 20120319 GOOD             INDIV
 PU2614
 PU2614                          STATION DESCRIPTION
 PU2614
 PU2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2614'13.9 KM (8.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2614'JUNCTION OF JACKSON BOULEVARD (EXIT 12) IN SPEARFISH, IN THE MEDIAN
 PU2614'OF THE HIGHWAY, 16.3 M (53.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PU2614'WESTBOUND LANES OF THE HIGHWAY, 16.1 M (52.8 FT) NORTHEAST OF THE
 PU2614'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 6.6 M (21.7 FT)
 PU2614'WEST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PU2614'EASTBOUND LANES OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 PU2614'GROUND SURFACE.
 PU2614
 PU2614                          STATION RECOVERY (2012)
 PU2614
 PU2614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2613 ***********************************************************************
 PU2613  DESIGNATION -  I90 021.65
 PU2613  PID         -  PU2613
 PU2613  STATE/COUNTY-  SD/LAWRENCE
 PU2613  COUNTRY     -  US
 PU2613  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2613
 PU2613                         *CURRENT SURVEY CONTROL
 PU2613  ______________________________________________________________________
 PU2613* NAD 83(1986) POSITION- 44 28 41.     (N) 103 40 38.     (W)   SCALED
 PU2613* NAVD 88 ORTHO HEIGHT -  1172.753 (meters)     3847.61  (feet) ADJUSTED
 PU2613  ______________________________________________________________________
 PU2613  GEOID HEIGHT    -        -14.908 (meters)                     GEOID18
 PU2613  DYNAMIC HEIGHT  -       1172.373 (meters)     3846.36  (feet) COMP
 PU2613  MODELED GRAVITY -    980,252.8   (mgal)                       NAVD 88
 PU2613
 PU2613  VERT ORDER      -  FIRST     CLASS II
 PU2613
 PU2613.The horizontal coordinates were scaled from a map and have
 PU2613.an estimated accuracy of +/- 6 seconds.
 PU2613
 PU2613.The orthometric height was determined by differential leveling and
 PU2613.adjusted by the NATIONAL GEODETIC SURVEY
 PU2613.in September 1993.
 PU2613
 PU2613.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2613.GEOID18 height accuracy estimate available here.
 PU2613
 PU2613.Click photographs - Photos may exist for this station.
 PU2613
 PU2613.The dynamic height is computed by dividing the NAVD 88
 PU2613.geopotential number by the normal gravity value computed on the
 PU2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2613.degrees latitude (g = 980.6199 gals.).
 PU2613
 PU2613.The modeled gravity was interpolated from observed gravity values.
 PU2613
 PU2613;                    North         East    Units  Estimated Accuracy
 PU2613;SPC SD N     -    78,290.      307,550.      MT  (+/- 180 meters Scaled)
 PU2613
 PU2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK051258(NAD 83)
 PU2613
 PU2613                          SUPERSEDED SURVEY CONTROL
 PU2613
 PU2613.No superseded survey control is available for this station.
 PU2613
 PU2613_MARKER: Z = SEE DESCRIPTION
 PU2613_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2613_STAMPING: 90-21.65
 PU2613_MARK LOGO: NGS
 PU2613_PROJECTION: PROJECTING 6 CENTIMETERS
 PU2613_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2613+STABILITY: POSITION/ELEVATION WELL
 PU2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2613+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2613_ROD/PIPE-DEPTH: 6.4 meters
 PU2613_SLEEVE-DEPTH  : 2.0 meters
 PU2613
 PU2613  HISTORY     - Date     Condition        Report By
 PU2613  HISTORY     - 1990     MONUMENTED       SDDT
 PU2613  HISTORY     - 19910819 GOOD             NGS
 PU2613  HISTORY     - 20120319 POOR             INDIV
 PU2613
 PU2613                          STATION DESCRIPTION
 PU2613
 PU2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2613'13.2 KM (8.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2613'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2613'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2613'GALVANIZED STEEL PIPE, 211.5 M (693.9 FT) EAST OF THE SOUTHEAST
 PU2613'CORNER OF BRIDGE NUMBER 41-185-086200, 46.9 M (153.9 FT) SOUTH OF THE
 PU2613'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 4.0 M (13.1 FT)
 PU2613'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS
 PU2613'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PU2613'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2613
 PU2613                          STATION RECOVERY (2012)
 PU2613
 PU2613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2613'POSSIBLE MOWER HIT
 PU2613'CONCRETE BROKE, SLEEVE OUT, PIPE BENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2612 ***********************************************************************
 PU2612  DESIGNATION -  I90 022.32
 PU2612  PID         -  PU2612
 PU2612  STATE/COUNTY-  SD/LAWRENCE
 PU2612  COUNTRY     -  US
 PU2612  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2612
 PU2612                         *CURRENT SURVEY CONTROL
 PU2612  ______________________________________________________________________
 PU2612* NAD 83(1986) POSITION- 44 28 38.     (N) 103 39 52.     (W)   SCALED
 PU2612* NAVD 88 ORTHO HEIGHT -  1158.370 (meters)     3800.42  (feet) ADJUSTED
 PU2612  ______________________________________________________________________
 PU2612  GEOID HEIGHT    -        -14.956 (meters)                     GEOID18
 PU2612  DYNAMIC HEIGHT  -       1157.994 (meters)     3799.19  (feet) COMP
 PU2612  MODELED GRAVITY -    980,253.1   (mgal)                       NAVD 88
 PU2612
 PU2612  VERT ORDER      -  FIRST     CLASS II
 PU2612
 PU2612.The horizontal coordinates were scaled from a map and have
 PU2612.an estimated accuracy of +/- 6 seconds.
 PU2612
 PU2612.The orthometric height was determined by differential leveling and
 PU2612.adjusted by the NATIONAL GEODETIC SURVEY
 PU2612.in September 1993.
 PU2612
 PU2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2612.GEOID18 height accuracy estimate available here.
 PU2612
 PU2612.Click photographs - Photos may exist for this station.
 PU2612
 PU2612.The dynamic height is computed by dividing the NAVD 88
 PU2612.geopotential number by the normal gravity value computed on the
 PU2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2612.degrees latitude (g = 980.6199 gals.).
 PU2612
 PU2612.The modeled gravity was interpolated from observed gravity values.
 PU2612
 PU2612;                    North         East    Units  Estimated Accuracy
 PU2612;SPC SD N     -    78,150.      308,560.      MT  (+/- 180 meters Scaled)
 PU2612
 PU2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK062257(NAD 83)
 PU2612
 PU2612                          SUPERSEDED SURVEY CONTROL
 PU2612
 PU2612.No superseded survey control is available for this station.
 PU2612
 PU2612_MARKER: DB = BENCH MARK DISK
 PU2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2612_STAMPING: I90 22.32
 PU2612_MARK LOGO: SDDT
 PU2612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2612+STABILITY: SURFACE MOTION
 PU2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2612+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2612
 PU2612  HISTORY     - Date     Condition        Report By
 PU2612  HISTORY     - UNK      MONUMENTED       SDDT
 PU2612  HISTORY     - 19910819 GOOD             NGS
 PU2612  HISTORY     - 20120319 MARK NOT FOUND   INDIV
 PU2612
 PU2612                          STATION DESCRIPTION
 PU2612
 PU2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2612'12.2 KM (7.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2612'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, IN THE MEDIAN OF
 PU2612'THE HIGHWAY, 14.3 M (46.9 FT) SOUTH OF THE CENTERLINE OF THE
 PU2612'WESTBOUND LANES OF THE HIGHWAY, 11.2 M (36.7 FT) NORTH OF THE
 PU2612'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 8.3 M (27.2 FT)
 PU2612'SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE WESTBOUND LANES,
 PU2612'0.5 M (1.6 FT) BELOW THE LEVEL OF THE EASTBOUND LANES, AND THE
 PU2612'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2612
 PU2612                          STATION RECOVERY (2012)
 PU2612
 PU2612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2612'DESTROYED BY MOWER
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2611 ***********************************************************************
 PU2611  DESIGNATION -  I90 022.79
 PU2611  PID         -  PU2611
 PU2611  STATE/COUNTY-  SD/LAWRENCE
 PU2611  COUNTRY     -  US
 PU2611  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2611
 PU2611                         *CURRENT SURVEY CONTROL
 PU2611  ______________________________________________________________________
 PU2611* NAD 83(1986) POSITION- 44 28 37.     (N) 103 39 08.     (W)   SCALED
 PU2611* NAVD 88 ORTHO HEIGHT -  1125.214 (meters)     3691.64  (feet) ADJUSTED
 PU2611  ______________________________________________________________________
 PU2611  GEOID HEIGHT    -        -15.007 (meters)                     GEOID18
 PU2611  DYNAMIC HEIGHT  -       1124.849 (meters)     3690.44  (feet) COMP
 PU2611  MODELED GRAVITY -    980,254.2   (mgal)                       NAVD 88
 PU2611
 PU2611  VERT ORDER      -  FIRST     CLASS II
 PU2611
 PU2611.The horizontal coordinates were scaled from a map and have
 PU2611.an estimated accuracy of +/- 6 seconds.
 PU2611
 PU2611.The orthometric height was determined by differential leveling and
 PU2611.adjusted by the NATIONAL GEODETIC SURVEY
 PU2611.in September 1993.
 PU2611
 PU2611.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2611.GEOID18 height accuracy estimate available here.
 PU2611
 PU2611.Click photographs - Photos may exist for this station.
 PU2611
 PU2611.The dynamic height is computed by dividing the NAVD 88
 PU2611.geopotential number by the normal gravity value computed on the
 PU2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2611.degrees latitude (g = 980.6199 gals.).
 PU2611
 PU2611.The modeled gravity was interpolated from observed gravity values.
 PU2611
 PU2611;                    North         East    Units  Estimated Accuracy
 PU2611;SPC SD N     -    78,070.      309,530.      MT  (+/- 180 meters Scaled)
 PU2611
 PU2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK071257(NAD 83)
 PU2611
 PU2611                          SUPERSEDED SURVEY CONTROL
 PU2611
 PU2611.No superseded survey control is available for this station.
 PU2611
 PU2611_MARKER: Z = SEE DESCRIPTION
 PU2611_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2611_STAMPING: 90-22.79
 PU2611_MARK LOGO: NGS
 PU2611_PROJECTION: PROJECTING 8 CENTIMETERS
 PU2611_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2611+STABILITY: POSITION/ELEVATION WELL
 PU2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2611+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 PU2611_ROD/PIPE-DEPTH: 6.4 meters
 PU2611_SLEEVE-DEPTH  : 2.0 meters
 PU2611
 PU2611  HISTORY     - Date     Condition        Report By
 PU2611  HISTORY     - 1990     MONUMENTED       SDDT
 PU2611  HISTORY     - 19910819 GOOD             NGS
 PU2611  HISTORY     - 20120319 GOOD             INDIV
 PU2611
 PU2611                          STATION DESCRIPTION
 PU2611
 PU2611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2611'11.3 KM (7.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2611'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2611'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2611'GALVANIZED STEEL PIPE, 81.0 M (265.7 FT) NORTHWEST OF THE NORTHWEST
 PU2611'CORNER OF BRIDGE NUMBER 41-200-088, 44.1 M (144.7 FT) NORTH OF THE
 PU2611'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 30.5 M (100.1 FT)
 PU2611'WEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PU2611'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2611'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2611'THROUGH A 4-INCH PVC CAP.
 PU2611
 PU2611                          STATION RECOVERY (2012)
 PU2611
 PU2611'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2610 ***********************************************************************
 PU2610  DESIGNATION -  I90 023.65
 PU2610  PID         -  PU2610
 PU2610  STATE/COUNTY-  SD/LAWRENCE
 PU2610  COUNTRY     -  US
 PU2610  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2610
 PU2610                         *CURRENT SURVEY CONTROL
 PU2610  ______________________________________________________________________
 PU2610* NAD 83(1986) POSITION- 44 28 36.     (N) 103 38 20.     (W)   SCALED
 PU2610* NAVD 88 ORTHO HEIGHT -  1093.288 (meters)     3586.90  (feet) ADJUSTED
 PU2610  ______________________________________________________________________
 PU2610  GEOID HEIGHT    -        -15.062 (meters)                     GEOID18
 PU2610  DYNAMIC HEIGHT  -       1092.934 (meters)     3585.73  (feet) COMP
 PU2610  MODELED GRAVITY -    980,256.1   (mgal)                       NAVD 88
 PU2610
 PU2610  VERT ORDER      -  FIRST     CLASS II
 PU2610
 PU2610.The horizontal coordinates were scaled from a map and have
 PU2610.an estimated accuracy of +/- 6 seconds.
 PU2610
 PU2610.The orthometric height was determined by differential leveling and
 PU2610.adjusted by the NATIONAL GEODETIC SURVEY
 PU2610.in September 1993.
 PU2610
 PU2610.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2610.GEOID18 height accuracy estimate available here.
 PU2610
 PU2610.Click photographs - Photos may exist for this station.
 PU2610
 PU2610.The dynamic height is computed by dividing the NAVD 88
 PU2610.geopotential number by the normal gravity value computed on the
 PU2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2610.degrees latitude (g = 980.6199 gals.).
 PU2610
 PU2610.The modeled gravity was interpolated from observed gravity values.
 PU2610
 PU2610;                    North         East    Units  Estimated Accuracy
 PU2610;SPC SD N     -    77,990.      310,590.      MT  (+/- 180 meters Scaled)
 PU2610
 PU2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK082257(NAD 83)
 PU2610
 PU2610                          SUPERSEDED SURVEY CONTROL
 PU2610
 PU2610.No superseded survey control is available for this station.
 PU2610
 PU2610_MARKER: Z = SEE DESCRIPTION
 PU2610_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2610_STAMPING: 90-23.65
 PU2610_MARK LOGO: NGS
 PU2610_PROJECTION: PROJECTING 6 CENTIMETERS
 PU2610_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2610+STABILITY: POSITION/ELEVATION WELL
 PU2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2610+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 PU2610_ROD/PIPE-DEPTH: 6.4 meters
 PU2610_SLEEVE-DEPTH  : 2.0 meters
 PU2610
 PU2610  HISTORY     - Date     Condition        Report By
 PU2610  HISTORY     - 1990     MONUMENTED       SDDT
 PU2610  HISTORY     - 19910819 GOOD             NGS
 PU2610  HISTORY     - 20120319 GOOD             INDIV
 PU2610
 PU2610                          STATION DESCRIPTION
 PU2610
 PU2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2610'10.2 KM (6.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2610'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2610'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2610'GALVANIZED STEEL PIPE, 200.0 M (656.2 FT) NORTH OF THE CENTERLINE OF
 PU2610'THE WESTBOUND LANES OF THE HIGHWAY, 69.9 M (229.3 FT) NORTH OF THE
 PU2610'CENTER OF A WESTBOUND ON-RAMP (EXIT 23), 29.6 M (97.1 FT) EAST OF A
 PU2610'T-FENCE CORNER, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2610'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2610'THROUGH A 4-INCH PVC CAP.
 PU2610
 PU2610                          STATION RECOVERY (2012)
 PU2610
 PU2610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2609 ***********************************************************************
 PU2609  DESIGNATION -  I90 024.16
 PU2609  PID         -  PU2609
 PU2609  STATE/COUNTY-  SD/LAWRENCE
 PU2609  COUNTRY     -  US
 PU2609  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2609
 PU2609                         *CURRENT SURVEY CONTROL
 PU2609  ______________________________________________________________________
 PU2609* NAD 83(1986) POSITION- 44 28 01.13   (N) 103 37 51.81   (W)   HD_HELD1
 PU2609* NAVD 88 ORTHO HEIGHT -  1088.303 (meters)     3570.54  (feet) ADJUSTED
 PU2609  ______________________________________________________________________
 PU2609  GEOID HEIGHT    -        -15.039 (meters)                     GEOID18
 PU2609  DYNAMIC HEIGHT  -       1087.948 (meters)     3569.38  (feet) COMP
 PU2609  MODELED GRAVITY -    980,254.4   (mgal)                       NAVD 88
 PU2609
 PU2609  VERT ORDER      -  FIRST     CLASS II
 PU2609
 PU2609.The horizontal coordinates were determined by differentially corrected
 PU2609.hand held GPS observations or other comparable positioning techniques
 PU2609.and have an estimated accuracy of +/- 3 meters.
 PU2609
 PU2609.The orthometric height was determined by differential leveling and
 PU2609.adjusted by the NATIONAL GEODETIC SURVEY
 PU2609.in September 1993.
 PU2609
 PU2609.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2609.GEOID18 height accuracy estimate available here.
 PU2609
 PU2609.Click photographs - Photos may exist for this station.
 PU2609
 PU2609.The dynamic height is computed by dividing the NAVD 88
 PU2609.geopotential number by the normal gravity value computed on the
 PU2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2609.degrees latitude (g = 980.6199 gals.).
 PU2609
 PU2609.The modeled gravity was interpolated from observed gravity values.
 PU2609
 PU2609;                    North         East    Units  Estimated Accuracy
 PU2609;SPC SD N     -    76,891.1     311,160.1     MT  (+/- 3 meters HH1 GPS) 
 PU2609
 PU2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0888924652(NAD 83)
 PU2609
 PU2609                          SUPERSEDED SURVEY CONTROL
 PU2609
 PU2609.No superseded survey control is available for this station.
 PU2609
 PU2609_MARKER: DB = BENCH MARK DISK
 PU2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2609_STAMPING: I90 24.16
 PU2609_MARK LOGO: SDDT
 PU2609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2609+STABILITY: SURFACE MOTION
 PU2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2609+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2609
 PU2609  HISTORY     - Date     Condition        Report By
 PU2609  HISTORY     - UNK      MONUMENTED       SDDT
 PU2609  HISTORY     - 19910819 GOOD             NGS
 PU2609  HISTORY     - 20120319 POOR             INDIV
 PU2609
 PU2609                          STATION DESCRIPTION
 PU2609
 PU2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2609'9.2 KM (5.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2609'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 31.9 M (104.7 FT)
 PU2609'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2609'2.0 M (6.6 FT) SOUTHWEST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW
 PU2609'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3
 PU2609'M (1.0 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 PU2609'GROUND SURFACE.
 PU2609
 PU2609                          STATION RECOVERY (2012)
 PU2609
 PU2609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2609'POSSIBLE MOWER HIT
 PU2609'SMALL SCRAPE ON TOP OF CONCRETE AND DISK.  LOOKS TILTED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2608 ***********************************************************************
 PU2608  DESIGNATION -  I90 024.91
 PU2608  PID         -  PU2608
 PU2608  STATE/COUNTY-  SD/LAWRENCE
 PU2608  COUNTRY     -  US
 PU2608  USGS QUAD   -  STURGIS (2017)
 PU2608
 PU2608                         *CURRENT SURVEY CONTROL
 PU2608  ______________________________________________________________________
 PU2608* NAD 83(1986) POSITION- 44 27 39.     (N) 103 37 07.     (W)   SCALED
 PU2608* NAVD 88 ORTHO HEIGHT -  1092.947 (meters)     3585.78  (feet) ADJUSTED
 PU2608  ______________________________________________________________________
 PU2608  GEOID HEIGHT    -        -15.055 (meters)                     GEOID18
 PU2608  DYNAMIC HEIGHT  -       1092.593 (meters)     3584.62  (feet) COMP
 PU2608  MODELED GRAVITY -    980,256.5   (mgal)                       NAVD 88
 PU2608
 PU2608  VERT ORDER      -  FIRST     CLASS II
 PU2608
 PU2608.The horizontal coordinates were scaled from a map and have
 PU2608.an estimated accuracy of +/- 6 seconds.
 PU2608
 PU2608.The orthometric height was determined by differential leveling and
 PU2608.adjusted by the NATIONAL GEODETIC SURVEY
 PU2608.in September 1993.
 PU2608
 PU2608.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2608.GEOID18 height accuracy estimate available here.
 PU2608
 PU2608.Click photographs - Photos may exist for this station.
 PU2608
 PU2608.The dynamic height is computed by dividing the NAVD 88
 PU2608.geopotential number by the normal gravity value computed on the
 PU2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2608.degrees latitude (g = 980.6199 gals.).
 PU2608
 PU2608.The modeled gravity was interpolated from observed gravity values.
 PU2608
 PU2608;                    North         East    Units  Estimated Accuracy
 PU2608;SPC SD N     -    76,160.      312,120.      MT  (+/- 180 meters Scaled)
 PU2608
 PU2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK098239(NAD 83)
 PU2608
 PU2608                          SUPERSEDED SURVEY CONTROL
 PU2608
 PU2608.No superseded survey control is available for this station.
 PU2608
 PU2608_MARKER: Z = SEE DESCRIPTION
 PU2608_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2608_STAMPING: 90-24.91
 PU2608_MARK LOGO: NGS
 PU2608_PROJECTION: PROJECTING 8 CENTIMETERS
 PU2608_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2608+STABILITY: POSITION/ELEVATION WELL
 PU2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2608+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 PU2608_ROD/PIPE-DEPTH: 6.4 meters
 PU2608_SLEEVE-DEPTH  : 3.0 meters
 PU2608
 PU2608  HISTORY     - Date     Condition        Report By
 PU2608  HISTORY     - 1990     MONUMENTED       SDDT
 PU2608  HISTORY     - 19910819 GOOD             NGS
 PU2608  HISTORY     - 20120320 GOOD             INDIV
 PU2608
 PU2608                          STATION DESCRIPTION
 PU2608
 PU2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2608'8.6 KM (5.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2608'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2608'BALL EPOXIED TO THE TOP OF A PIPE CAP THAT IS ATTACHED TO A 1
 PU2608'1/2-INCH GALVANIZED STEEL PIPE, 136.0 M (446.2 FT) SOUTHEAST OF THE
 PU2608'SOUTHEAST CORNER OF BRIDGE NUMBER 41-214-098, 43.3 M (142.1 FT)
 PU2608'NORTHWEST OF A T-FENCE CORNER, 32.1 M (105.3 FT) NORTHEAST OF THE
 PU2608'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT)
 PU2608'BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A
 PU2608'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2608'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2608
 PU2608                          STATION RECOVERY (2012)
 PU2608
 PU2608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2605 ***********************************************************************
 PU2605  DESIGNATION -  I90 025.65
 PU2605  PID         -  PU2605
 PU2605  STATE/COUNTY-  SD/LAWRENCE
 PU2605  COUNTRY     -  US
 PU2605  USGS QUAD   -  STURGIS (2017)
 PU2605
 PU2605                         *CURRENT SURVEY CONTROL
 PU2605  ______________________________________________________________________
 PU2605* NAD 83(1986) POSITION- 44 27 18.     (N) 103 36 22.     (W)   SCALED
 PU2605* NAVD 88 ORTHO HEIGHT -  1104.073 (meters)     3622.28  (feet) ADJUSTED
 PU2605  ______________________________________________________________________
 PU2605  GEOID HEIGHT    -        -15.073 (meters)                     GEOID18
 PU2605  DYNAMIC HEIGHT  -       1103.714 (meters)     3621.10  (feet) COMP
 PU2605  MODELED GRAVITY -    980,253.5   (mgal)                       NAVD 88
 PU2605
 PU2605  VERT ORDER      -  FIRST     CLASS II
 PU2605
 PU2605.The horizontal coordinates were scaled from a map and have
 PU2605.an estimated accuracy of +/- 6 seconds.
 PU2605
 PU2605.The orthometric height was determined by differential leveling and
 PU2605.adjusted by the NATIONAL GEODETIC SURVEY
 PU2605.in September 1993.
 PU2605
 PU2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2605.GEOID18 height accuracy estimate available here.
 PU2605
 PU2605.Click photographs - Photos may exist for this station.
 PU2605
 PU2605.The dynamic height is computed by dividing the NAVD 88
 PU2605.geopotential number by the normal gravity value computed on the
 PU2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2605.degrees latitude (g = 980.6199 gals.).
 PU2605
 PU2605.The modeled gravity was interpolated from observed gravity values.
 PU2605
 PU2605;                    North         East    Units  Estimated Accuracy
 PU2605;SPC SD N     -    75,470.      313,080.      MT  (+/- 180 meters Scaled)
 PU2605
 PU2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK108233(NAD 83)
 PU2605
 PU2605                          SUPERSEDED SURVEY CONTROL
 PU2605
 PU2605.No superseded survey control is available for this station.
 PU2605
 PU2605_MARKER: DB = BENCH MARK DISK
 PU2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2605_STAMPING: 90-25.65
 PU2605_MARK LOGO: SDDT
 PU2605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2605+STABILITY: SURFACE MOTION
 PU2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2605+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2605
 PU2605  HISTORY     - Date     Condition        Report By
 PU2605  HISTORY     - UNK      MONUMENTED       SDDT
 PU2605  HISTORY     - 19910819 GOOD             NGS
 PU2605
 PU2605                          STATION DESCRIPTION
 PU2605
 PU2605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2605'7.4 KM (4.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2605'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 70.0 M (229.7 FT)
 PU2605'NORTHWEST OF THE NORTH END OF A CULVERT, 35.7 M (117.1 FT) NORTHEAST
 PU2605'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0
 PU2605'FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 PU2605'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2604 ***********************************************************************
 PU2604  DESIGNATION -  I90 026.17
 PU2604  PID         -  PU2604
 PU2604  STATE/COUNTY-  SD/LAWRENCE
 PU2604  COUNTRY     -  US
 PU2604  USGS QUAD   -  STURGIS (2017)
 PU2604
 PU2604                         *CURRENT SURVEY CONTROL
 PU2604  ______________________________________________________________________
 PU2604* NAD 83(1986) POSITION- 44 26 57.     (N) 103 35 47.     (W)   SCALED
 PU2604* NAVD 88 ORTHO HEIGHT -  1080.226 (meters)     3544.04  (feet) ADJUSTED
 PU2604  ______________________________________________________________________
 PU2604  GEOID HEIGHT    -        -15.084 (meters)                     GEOID18
 PU2604  DYNAMIC HEIGHT  -       1079.875 (meters)     3542.89  (feet) COMP
 PU2604  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 PU2604
 PU2604  VERT ORDER      -  FIRST     CLASS II
 PU2604
 PU2604.The horizontal coordinates were scaled from a map and have
 PU2604.an estimated accuracy of +/- 6 seconds.
 PU2604
 PU2604.The orthometric height was determined by differential leveling and
 PU2604.adjusted by the NATIONAL GEODETIC SURVEY
 PU2604.in September 1993.
 PU2604
 PU2604.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2604.GEOID18 height accuracy estimate available here.
 PU2604
 PU2604.Click photographs - Photos may exist for this station.
 PU2604
 PU2604.The dynamic height is computed by dividing the NAVD 88
 PU2604.geopotential number by the normal gravity value computed on the
 PU2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2604.degrees latitude (g = 980.6199 gals.).
 PU2604
 PU2604.The modeled gravity was interpolated from observed gravity values.
 PU2604
 PU2604;                    North         East    Units  Estimated Accuracy
 PU2604;SPC SD N     -    74,790.      313,830.      MT  (+/- 180 meters Scaled)
 PU2604
 PU2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK116227(NAD 83)
 PU2604
 PU2604                          SUPERSEDED SURVEY CONTROL
 PU2604
 PU2604.No superseded survey control is available for this station.
 PU2604
 PU2604_MARKER: Z = SEE DESCRIPTION
 PU2604_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2604_STAMPING: 90-26.17
 PU2604_MARK LOGO: NGS
 PU2604_PROJECTION: FLUSH
 PU2604_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2604+STABILITY: POSITION/ELEVATION WELL
 PU2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2604+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2604_ROD/PIPE-DEPTH: 6.4 meters
 PU2604_SLEEVE-DEPTH  : 2.0 meters
 PU2604
 PU2604  HISTORY     - Date     Condition        Report By
 PU2604  HISTORY     - 1990     MONUMENTED       SDDT
 PU2604  HISTORY     - 19910819 GOOD             NGS
 PU2604  HISTORY     - 20120301 POOR             INDIV
 PU2604
 PU2604                          STATION DESCRIPTION
 PU2604
 PU2604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2604'6.4 KM (3.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2604'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2604'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2604'GALVANIZED STEEL PIPE, 200.0 M (656.2 FT) SOUTHEAST OF THE SOUTHEAST
 PU2604'CORNER OF BRIDGE NUMBER 41-226-107, 41.9 M (137.5 FT) NORTHEAST OF
 PU2604'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 16.1 M (52.8
 PU2604'FT) NORTHWEST OF A BRACED FENCE POST, 0.6 M (2.0 FT) BELOW THE LEVEL
 PU2604'OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND
 PU2604'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2604'AND THEN THROUGH A 4-INCH PVC CAP.
 PU2604
 PU2604                          STATION RECOVERY (2012)
 PU2604
 PU2604'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2604'NO DISK RING - DAMAGED
 PU2604'
 PU2604'CONCRETE BROKE, CAP BROKE INTO PIECES, PVC PIPE IS BROKE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2603 ***********************************************************************
 PU2603  DESIGNATION -  I90 026.74
 PU2603  PID         -  PU2603
 PU2603  STATE/COUNTY-  SD/LAWRENCE
 PU2603  COUNTRY     -  US
 PU2603  USGS QUAD   -  STURGIS (2017)
 PU2603
 PU2603                         *CURRENT SURVEY CONTROL
 PU2603  ______________________________________________________________________
 PU2603* NAD 83(1986) POSITION- 44 26 42.05   (N) 103 35 24.25   (W)   HD_HELD1
 PU2603* NAVD 88 ORTHO HEIGHT -  1067.788 (meters)     3503.23  (feet) ADJUSTED
 PU2603  ______________________________________________________________________
 PU2603  GEOID HEIGHT    -        -15.088 (meters)                     GEOID18
 PU2603  DYNAMIC HEIGHT  -       1067.445 (meters)     3502.11  (feet) COMP
 PU2603  MODELED GRAVITY -    980,259.6   (mgal)                       NAVD 88
 PU2603
 PU2603  VERT ORDER      -  FIRST     CLASS II
 PU2603
 PU2603.The horizontal coordinates were determined by differentially corrected
 PU2603.hand held GPS observations or other comparable positioning techniques
 PU2603.and have an estimated accuracy of +/- 3 meters.
 PU2603
 PU2603.The orthometric height was determined by differential leveling and
 PU2603.adjusted by the NATIONAL GEODETIC SURVEY
 PU2603.in September 1993.
 PU2603
 PU2603.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2603.GEOID18 height accuracy estimate available here.
 PU2603
 PU2603.Click photographs - Photos may exist for this station.
 PU2603
 PU2603.The dynamic height is computed by dividing the NAVD 88
 PU2603.geopotential number by the normal gravity value computed on the
 PU2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2603.degrees latitude (g = 980.6199 gals.).
 PU2603
 PU2603.The modeled gravity was interpolated from observed gravity values.
 PU2603
 PU2603;                    North         East    Units  Estimated Accuracy
 PU2603;SPC SD N     -    74,307.2     314,310.3     MT  (+/- 3 meters HH1 GPS) 
 PU2603
 PU2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1219122268(NAD 83)
 PU2603
 PU2603                          SUPERSEDED SURVEY CONTROL
 PU2603
 PU2603.No superseded survey control is available for this station.
 PU2603
 PU2603_MARKER: Z = SEE DESCRIPTION
 PU2603_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2603_STAMPING: 90-26.74
 PU2603_MARK LOGO: NGS
 PU2603_PROJECTION: FLUSH
 PU2603_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2603+STABILITY: POSITION/ELEVATION WELL
 PU2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2603+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 PU2603_ROD/PIPE-DEPTH: 6.4 meters
 PU2603_SLEEVE-DEPTH  : 2.0 meters
 PU2603
 PU2603  HISTORY     - Date     Condition        Report By
 PU2603  HISTORY     - 1990     MONUMENTED       SDDT
 PU2603  HISTORY     - 19910819 GOOD             NGS
 PU2603  HISTORY     - 20120312 GOOD             INDIV
 PU2603
 PU2603                          STATION DESCRIPTION
 PU2603
 PU2603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2603'5.7 KM (3.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2603'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2603'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2603'GALVANIZED STEEL PIPE, 51.4 M (168.6 FT) NORTH OF THE NORTH CORNER OF
 PU2603'BRIDGE NUMBER 41-229-111, 41.7 M (136.8 FT) NORTHEAST OF THE
 PU2603'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 33.6 M (110.2 FT)
 PU2603'SOUTHWEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS
 PU2603'POST AND FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU2603'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2603'THROUGH A 4-INCH PVC CAP.
 PU2603
 PU2603                          STATION RECOVERY (2012)
 PU2603
 PU2603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2602 ***********************************************************************
 PU2602  DESIGNATION -  I90 027.74
 PU2602  PID         -  PU2602
 PU2602  STATE/COUNTY-  SD/LAWRENCE
 PU2602  COUNTRY     -  US
 PU2602  USGS QUAD   -  STURGIS (2017)
 PU2602
 PU2602                         *CURRENT SURVEY CONTROL
 PU2602  ______________________________________________________________________
 PU2602* NAD 83(1986) POSITION- 44 26 01.     (N) 103 34 42.     (W)   SCALED
 PU2602* NAVD 88 ORTHO HEIGHT -  1095.681 (meters)     3594.75  (feet) ADJUSTED
 PU2602  ______________________________________________________________________
 PU2602  GEOID HEIGHT    -        -15.071 (meters)                     GEOID18
 PU2602  DYNAMIC HEIGHT  -       1095.325 (meters)     3593.58  (feet) COMP
 PU2602  MODELED GRAVITY -    980,255.0   (mgal)                       NAVD 88
 PU2602
 PU2602  VERT ORDER      -  FIRST     CLASS II
 PU2602
 PU2602.The horizontal coordinates were scaled from a map and have
 PU2602.an estimated accuracy of +/- 6 seconds.
 PU2602
 PU2602.The orthometric height was determined by differential leveling and
 PU2602.adjusted by the NATIONAL GEODETIC SURVEY
 PU2602.in September 1993.
 PU2602
 PU2602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2602.GEOID18 height accuracy estimate available here.
 PU2602
 PU2602.Click photographs - Photos may exist for this station.
 PU2602
 PU2602.The dynamic height is computed by dividing the NAVD 88
 PU2602.geopotential number by the normal gravity value computed on the
 PU2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2602.degrees latitude (g = 980.6199 gals.).
 PU2602
 PU2602.The modeled gravity was interpolated from observed gravity values.
 PU2602
 PU2602;                    North         East    Units  Estimated Accuracy
 PU2602;SPC SD N     -    73,000.      315,190.      MT  (+/- 180 meters Scaled)
 PU2602
 PU2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK131210(NAD 83)
 PU2602
 PU2602                          SUPERSEDED SURVEY CONTROL
 PU2602
 PU2602.No superseded survey control is available for this station.
 PU2602
 PU2602_MARKER: DB = BENCH MARK DISK
 PU2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2602_STAMPING: 90-27.74
 PU2602_MARK LOGO: SDDT
 PU2602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2602+STABILITY: SURFACE MOTION
 PU2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2602+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 PU2602
 PU2602  HISTORY     - Date     Condition        Report By
 PU2602  HISTORY     - UNK      MONUMENTED       SDDT
 PU2602  HISTORY     - 19910819 GOOD             NGS
 PU2602  HISTORY     - 20120320 GOOD             INDIV
 PU2602
 PU2602                          STATION DESCRIPTION
 PU2602
 PU2602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2602'4.1 KM (2.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2602'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 34.7 M (113.8 FT)
 PU2602'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2602'27.1 M (88.9 FT) SOUTHWEST OF A BRACED FENCE POST, 2.8 M (9.2 FT)
 PU2602'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 PU2602'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2602
 PU2602                          STATION RECOVERY (2012)
 PU2602
 PU2602'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2601 ***********************************************************************
 PU2601  DESIGNATION -  I90 028.61
 PU2601  PID         -  PU2601
 PU2601  STATE/COUNTY-  SD/MEADE
 PU2601  COUNTRY     -  US
 PU2601  USGS QUAD   -  STURGIS (2017)
 PU2601
 PU2601                         *CURRENT SURVEY CONTROL
 PU2601  ______________________________________________________________________
 PU2601* NAD 83(1986) POSITION- 44 25 37.     (N) 103 33 51.     (W)   SCALED
 PU2601* NAVD 88 ORTHO HEIGHT -  1100.861 (meters)     3611.74  (feet) ADJUSTED
 PU2601  ______________________________________________________________________
 PU2601  GEOID HEIGHT    -        -15.092 (meters)                     GEOID18
 PU2601  DYNAMIC HEIGHT  -       1100.505 (meters)     3610.57  (feet) COMP
 PU2601  MODELED GRAVITY -    980,256.1   (mgal)                       NAVD 88
 PU2601
 PU2601  VERT ORDER      -  FIRST     CLASS II
 PU2601
 PU2601.The horizontal coordinates were scaled from a map and have
 PU2601.an estimated accuracy of +/- 6 seconds.
 PU2601
 PU2601.The orthometric height was determined by differential leveling and
 PU2601.adjusted by the NATIONAL GEODETIC SURVEY
 PU2601.in September 1993.
 PU2601
 PU2601.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2601.GEOID18 height accuracy estimate available here.
 PU2601
 PU2601.Click photographs - Photos may exist for this station.
 PU2601
 PU2601.The dynamic height is computed by dividing the NAVD 88
 PU2601.geopotential number by the normal gravity value computed on the
 PU2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2601.degrees latitude (g = 980.6199 gals.).
 PU2601
 PU2601.The modeled gravity was interpolated from observed gravity values.
 PU2601
 PU2601;                    North         East    Units  Estimated Accuracy
 PU2601;SPC SD N     -    72,210.      316,280.      MT  (+/- 180 meters Scaled)
 PU2601
 PU2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK142202(NAD 83)
 PU2601
 PU2601                          SUPERSEDED SURVEY CONTROL
 PU2601
 PU2601.No superseded survey control is available for this station.
 PU2601
 PU2601_MARKER: DB = BENCH MARK DISK
 PU2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2601_STAMPING: 90-28.61
 PU2601_MARK LOGO: SDDT
 PU2601_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2601+STABILITY: SURFACE MOTION
 PU2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2601+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU2601
 PU2601  HISTORY     - Date     Condition        Report By
 PU2601  HISTORY     - UNK      MONUMENTED       SDDT
 PU2601  HISTORY     - 19910819 GOOD             NGS
 PU2601  HISTORY     - 20120321 POOR             INDIV
 PU2601
 PU2601                          STATION DESCRIPTION
 PU2601
 PU2601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2601'2.7 KM (1.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2601'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 34.1 M (111.9 FT)
 PU2601'NORTHWEST OF A BRACED FENCE POST, 32.1 M (105.3 FT) NORTHEAST OF AND
 PU2601'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6
 PU2601'M (2.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 PU2601'FLUSH WITH THE GROUND SURFACE.
 PU2601
 PU2601                          STATION RECOVERY (2012)
 PU2601
 PU2601'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2601'HIT BY MOWER, CONCRETE AND MARK OBLITERATED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2600 ***********************************************************************
 PU2600  DESIGNATION -  I90 029.47
 PU2600  PID         -  PU2600
 PU2600  STATE/COUNTY-  SD/MEADE
 PU2600  COUNTRY     -  US
 PU2600  USGS QUAD   -  STURGIS (2017)
 PU2600
 PU2600                         *CURRENT SURVEY CONTROL
 PU2600  ______________________________________________________________________
 PU2600* NAD 83(1986) POSITION- 44 25 24.     (N) 103 32 50.     (W)   SCALED
 PU2600* NAVD 88 ORTHO HEIGHT -  1074.749 (meters)     3526.07  (feet) ADJUSTED
 PU2600  ______________________________________________________________________
 PU2600  GEOID HEIGHT    -        -15.152 (meters)                     GEOID18
 PU2600  DYNAMIC HEIGHT  -       1074.402 (meters)     3524.93  (feet) COMP
 PU2600  MODELED GRAVITY -    980,257.6   (mgal)                       NAVD 88
 PU2600
 PU2600  VERT ORDER      -  FIRST     CLASS II
 PU2600
 PU2600.The horizontal coordinates were scaled from a map and have
 PU2600.an estimated accuracy of +/- 6 seconds.
 PU2600
 PU2600.The orthometric height was determined by differential leveling and
 PU2600.adjusted by the NATIONAL GEODETIC SURVEY
 PU2600.in September 1993.
 PU2600
 PU2600.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2600.GEOID18 height accuracy estimate available here.
 PU2600
 PU2600.Click photographs - Photos may exist for this station.
 PU2600
 PU2600.The dynamic height is computed by dividing the NAVD 88
 PU2600.geopotential number by the normal gravity value computed on the
 PU2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2600.degrees latitude (g = 980.6199 gals.).
 PU2600
 PU2600.The modeled gravity was interpolated from observed gravity values.
 PU2600
 PU2600;                    North         East    Units  Estimated Accuracy
 PU2600;SPC SD N     -    71,750.      317,610.      MT  (+/- 180 meters Scaled)
 PU2600
 PU2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK156199(NAD 83)
 PU2600
 PU2600                          SUPERSEDED SURVEY CONTROL
 PU2600
 PU2600.No superseded survey control is available for this station.
 PU2600
 PU2600_MARKER: DB = BENCH MARK DISK
 PU2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2600_STAMPING: 90-29.47
 PU2600_MARK LOGO: SDDT
 PU2600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2600+STABILITY: SURFACE MOTION
 PU2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2600+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 PU2600
 PU2600  HISTORY     - Date     Condition        Report By
 PU2600  HISTORY     - UNK      MONUMENTED       SDDT
 PU2600  HISTORY     - 19910819 GOOD             NGS
 PU2600  HISTORY     - 20120321 GOOD             INDIV
 PU2600
 PU2600                          STATION DESCRIPTION
 PU2600
 PU2600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2600'1.3 KM (0.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2600'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 53.7 M (176.2 FT)
 PU2600'NORTHWEST OF A HIGHWAY INFORMATION SIGN (WHITEWOOD 6 SPEARFISH 17),
 PU2600'21.0 M (68.9 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 PU2600'OF THE HIGHWAY, 12.4 M (40.7 FT) SOUTHWEST OF THE CENTERLINE OF A
 PU2600'PAVED ROAD, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6
 PU2600'FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 PU2600'WITH THE GROUND SURFACE.
 PU2600
 PU2600                          STATION RECOVERY (2012)
 PU2600
 PU2600'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2598 ***********************************************************************
 PU2598  DESIGNATION -  I90 029.77
 PU2598  PID         -  PU2598
 PU2598  STATE/COUNTY-  SD/MEADE
 PU2598  COUNTRY     -  US
 PU2598  USGS QUAD   -  STURGIS (2017)
 PU2598
 PU2598                         *CURRENT SURVEY CONTROL
 PU2598  ______________________________________________________________________
 PU2598* NAD 83(1986) POSITION- 44 25 17.     (N) 103 32 30.     (W)   SCALED
 PU2598* NAVD 88 ORTHO HEIGHT -  1070.169 (meters)     3511.05  (feet) ADJUSTED
 PU2598  ______________________________________________________________________
 PU2598  GEOID HEIGHT    -        -15.167 (meters)                     GEOID18
 PU2598  DYNAMIC HEIGHT  -       1069.823 (meters)     3509.91  (feet) COMP
 PU2598  MODELED GRAVITY -    980,257.6   (mgal)                       NAVD 88
 PU2598
 PU2598  VERT ORDER      -  FIRST     CLASS II
 PU2598
 PU2598.The horizontal coordinates were scaled from a map and have
 PU2598.an estimated accuracy of +/- 6 seconds.
 PU2598
 PU2598.The orthometric height was determined by differential leveling and
 PU2598.adjusted by the NATIONAL GEODETIC SURVEY
 PU2598.in September 1993.
 PU2598
 PU2598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2598.GEOID18 height accuracy estimate available here.
 PU2598
 PU2598.Click photographs - Photos may exist for this station.
 PU2598
 PU2598.The dynamic height is computed by dividing the NAVD 88
 PU2598.geopotential number by the normal gravity value computed on the
 PU2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2598.degrees latitude (g = 980.6199 gals.).
 PU2598
 PU2598.The modeled gravity was interpolated from observed gravity values.
 PU2598
 PU2598;                    North         East    Units  Estimated Accuracy
 PU2598;SPC SD N     -    71,520.      318,050.      MT  (+/- 180 meters Scaled)
 PU2598
 PU2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK160197(NAD 83)
 PU2598
 PU2598                          SUPERSEDED SURVEY CONTROL
 PU2598
 PU2598.No superseded survey control is available for this station.
 PU2598
 PU2598_MARKER: Z = SEE DESCRIPTION
 PU2598_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2598_STAMPING: 90-29.77
 PU2598_MARK LOGO: NGS
 PU2598_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2598_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2598+STABILITY: POSITION/ELEVATION WELL
 PU2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2598+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU2598_ROD/PIPE-DEPTH: 6.4 meters
 PU2598_SLEEVE-DEPTH  : 2.0 meters
 PU2598
 PU2598  HISTORY     - Date     Condition        Report By
 PU2598  HISTORY     - 1990     MONUMENTED       SDDT
 PU2598  HISTORY     - 19910813 GOOD             NGS
 PU2598
 PU2598                          STATION DESCRIPTION
 PU2598
 PU2598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2598'0.8 KM (0.50 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2598'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2598'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2598'GALVANIZED STEEL PIPE, 102.2 M (335.3 FT) NORTHWEST OF THE NORTHWEST
 PU2598'CORNER OF BRIDGE NUMBER 47-015-427, 39.1 M (128.3 FT) SOUTHWEST OF
 PU2598'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 20.8 M (68.2
 PU2598'FT) SOUTHEAST OF A BRACED FENCE POST, 1.4 M (4.6 FT) BELOW THE LEVEL
 PU2598'OF THE HIGHWAY, AND 1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST AND
 PU2598'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2598'AND THEN THROUGH A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2599 ***********************************************************************
 PU2599  DESIGNATION -  I90 030.2
 PU2599  PID         -  PU2599
 PU2599  STATE/COUNTY-  SD/MEADE
 PU2599  COUNTRY     -  US
 PU2599  USGS QUAD   -  STURGIS (2017)
 PU2599
 PU2599                         *CURRENT SURVEY CONTROL
 PU2599  ______________________________________________________________________
 PU2599* NAD 83(1986) POSITION- 44 25 06.     (N) 103 32 04.     (W)   SCALED
 PU2599* NAVD 88 ORTHO HEIGHT -  1062.560 (meters)     3486.08  (feet) ADJUSTED
 PU2599  ______________________________________________________________________
 PU2599  GEOID HEIGHT    -        -15.184 (meters)                     GEOID18
 PU2599  DYNAMIC HEIGHT  -       1062.216 (meters)     3484.95  (feet) COMP
 PU2599  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 PU2599
 PU2599  VERT ORDER      -  FIRST     CLASS II
 PU2599
 PU2599.The horizontal coordinates were scaled from a map and have
 PU2599.an estimated accuracy of +/- 6 seconds.
 PU2599
 PU2599.The orthometric height was determined by differential leveling and
 PU2599.adjusted by the NATIONAL GEODETIC SURVEY
 PU2599.in September 1993.
 PU2599
 PU2599.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2599.GEOID18 height accuracy estimate available here.
 PU2599
 PU2599.Click photographs - Photos may exist for this station.
 PU2599
 PU2599.The dynamic height is computed by dividing the NAVD 88
 PU2599.geopotential number by the normal gravity value computed on the
 PU2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2599.degrees latitude (g = 980.6199 gals.).
 PU2599
 PU2599.The modeled gravity was interpolated from observed gravity values.
 PU2599
 PU2599;                    North         East    Units  Estimated Accuracy
 PU2599;SPC SD N     -    71,150.      318,610.      MT  (+/- 180 meters Scaled)
 PU2599
 PU2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK166193(NAD 83)
 PU2599
 PU2599                          SUPERSEDED SURVEY CONTROL
 PU2599
 PU2599.No superseded survey control is available for this station.
 PU2599
 PU2599_MARKER: Z = SEE DESCRIPTION
 PU2599_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2599_STAMPING: I90 30.2
 PU2599_MARK LOGO: NGS
 PU2599_PROJECTION: PROJECTING 8 CENTIMETERS
 PU2599_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2599+STABILITY: POSITION/ELEVATION WELL
 PU2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2599+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 PU2599_ROD/PIPE-DEPTH: 6.4 meters
 PU2599_SLEEVE-DEPTH  : 3.0 meters
 PU2599
 PU2599  HISTORY     - Date     Condition        Report By
 PU2599  HISTORY     - 1990     MONUMENTED       SDDT
 PU2599  HISTORY     - 19910819 GOOD             NGS
 PU2599  HISTORY     - 20120327 GOOD             INDIV
 PU2599
 PU2599                          STATION DESCRIPTION
 PU2599
 PU2599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2599'IN STURGIS, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 PU2599'HIGHWAY 14 ALTERNATE (EXIT 30), A STAINLESS STEEL BALL EPOXIED TO A
 PU2599'PIPE CAP THAT IS ATTACHED TO 1 1/2-INCH GALVANIZED STEEL PIPE, 140.0
 PU2599'M (459.3 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF
 PU2599'THE INTERSTATE HIGHWAY, 135.0 M (442.9 FT) WEST OF THE WEST CORNER OF
 PU2599'BRIDGE NUMBER 47-018-430, 40.5 M (132.9 FT) SOUTHWEST OF THE CENTER
 PU2599'OF AN EASTBOUND OFF-RAMP (EXIT 30), 38.2 M (125.3 FT) NORTH OF THE
 PU2599'CENTERLINE OF THE STATE HIGHWAY, 1.3 M (4.3 FT) ABOVE THE LEVEL OF
 PU2599'THE RAMP, 1.1 M (3.6 FT) EAST OF A CHAIN-LINK FENCE, AND 0.3 M (1.0
 PU2599'FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 PU2599'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2599
 PU2599                          STATION RECOVERY (2012)
 PU2599
 PU2599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2597 ***********************************************************************
 PU2597  DESIGNATION -  I90 030.6
 PU2597  PID         -  PU2597
 PU2597  STATE/COUNTY-  SD/MEADE
 PU2597  COUNTRY     -  US
 PU2597  USGS QUAD   -  STURGIS (2017)
 PU2597
 PU2597                         *CURRENT SURVEY CONTROL
 PU2597  ______________________________________________________________________
 PU2597* NAD 83(1986) POSITION- 44 24 57.     (N) 103 31 46.     (W)   SCALED
 PU2597* NAVD 88 ORTHO HEIGHT -  1068.584 (meters)     3505.85  (feet) ADJUSTED
 PU2597  ______________________________________________________________________
 PU2597  GEOID HEIGHT    -        -15.194 (meters)                     GEOID18
 PU2597  DYNAMIC HEIGHT  -       1068.238 (meters)     3504.71  (feet) COMP
 PU2597  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 PU2597
 PU2597  VERT ORDER      -  FIRST     CLASS II
 PU2597
 PU2597.The horizontal coordinates were scaled from a map and have
 PU2597.an estimated accuracy of +/- 6 seconds.
 PU2597
 PU2597.The orthometric height was determined by differential leveling and
 PU2597.adjusted by the NATIONAL GEODETIC SURVEY
 PU2597.in September 1993.
 PU2597
 PU2597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2597.GEOID18 height accuracy estimate available here.
 PU2597
 PU2597.Click photographs - Photos may exist for this station.
 PU2597
 PU2597.The dynamic height is computed by dividing the NAVD 88
 PU2597.geopotential number by the normal gravity value computed on the
 PU2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2597.degrees latitude (g = 980.6199 gals.).
 PU2597
 PU2597.The modeled gravity was interpolated from observed gravity values.
 PU2597
 PU2597;                    North         East    Units  Estimated Accuracy
 PU2597;SPC SD N     -    70,860.      318,990.      MT  (+/- 180 meters Scaled)
 PU2597
 PU2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK170191(NAD 83)
 PU2597
 PU2597                          SUPERSEDED SURVEY CONTROL
 PU2597
 PU2597.No superseded survey control is available for this station.
 PU2597
 PU2597_MARKER: Z = SEE DESCRIPTION
 PU2597_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2597_STAMPING: I90 30.6
 PU2597_MARK LOGO: NGS
 PU2597_PROJECTION: PROJECTING 17 CENTIMETERS
 PU2597_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2597+STABILITY: POSITION/ELEVATION WELL
 PU2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2597+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 PU2597_ROD/PIPE-DEPTH: 6.4 meters
 PU2597_SLEEVE-DEPTH  : 2.0 meters
 PU2597
 PU2597  HISTORY     - Date     Condition        Report By
 PU2597  HISTORY     - 1990     MONUMENTED       SDDT
 PU2597  HISTORY     - 19910813 GOOD             NGS
 PU2597  HISTORY     - 20120322 GOOD             INDIV
 PU2597
 PU2597                          STATION DESCRIPTION
 PU2597
 PU2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2597'0.5 KM (0.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2597'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2597'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2597'GALVANIZED STEEL PIPE, 175.0 M (574.1 FT) SOUTHEAST OF THE SOUTHEAST
 PU2597'CORNER OF BRIDGE NUMBER 47-019-430, 74.5 M (244.4 FT) SOUTHEAST OF
 PU2597'THE EAST LEG OF A HIGHWAY INFORMATION SIGN (EXIT 30 STURGIS
 PU2597'DEADWOOD-LEAD), 31.4 M (103.0 FT) NORTHEAST OF AND LEVEL WITH THE
 PU2597'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.1 M (3.6 FT)
 PU2597'SOUTHWEST OF A CHAIN-LINK FENCE, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 PU2597'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PU2597'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2597
 PU2597                          STATION RECOVERY (2012)
 PU2597
 PU2597'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2596 ***********************************************************************
 PU2596  DESIGNATION -  I90 031.01
 PU2596  PID         -  PU2596
 PU2596  STATE/COUNTY-  SD/MEADE
 PU2596  COUNTRY     -  US
 PU2596  USGS QUAD   -  STURGIS (2017)
 PU2596
 PU2596                         *CURRENT SURVEY CONTROL
 PU2596  ______________________________________________________________________
 PU2596* NAD 83(1986) POSITION- 44 24 35.     (N) 103 31 30.     (W)   SCALED
 PU2596* NAVD 88 ORTHO HEIGHT -  1066.330 (meters)     3498.45  (feet) ADJUSTED
 PU2596  ______________________________________________________________________
 PU2596  GEOID HEIGHT    -        -15.179 (meters)                     GEOID18
 PU2596  DYNAMIC HEIGHT  -       1065.984 (meters)     3497.32  (feet) COMP
 PU2596  MODELED GRAVITY -    980,256.0   (mgal)                       NAVD 88
 PU2596
 PU2596  VERT ORDER      -  FIRST     CLASS II
 PU2596
 PU2596.The horizontal coordinates were scaled from a map and have
 PU2596.an estimated accuracy of +/- 6 seconds.
 PU2596
 PU2596.The orthometric height was determined by differential leveling and
 PU2596.adjusted by the NATIONAL GEODETIC SURVEY
 PU2596.in September 1993.
 PU2596
 PU2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2596.GEOID18 height accuracy estimate available here.
 PU2596
 PU2596.Click photographs - Photos may exist for this station.
 PU2596
 PU2596.The dynamic height is computed by dividing the NAVD 88
 PU2596.geopotential number by the normal gravity value computed on the
 PU2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2596.degrees latitude (g = 980.6199 gals.).
 PU2596
 PU2596.The modeled gravity was interpolated from observed gravity values.
 PU2596
 PU2596;                    North         East    Units  Estimated Accuracy
 PU2596;SPC SD N     -    70,160.      319,310.      MT  (+/- 180 meters Scaled)
 PU2596
 PU2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK174184(NAD 83)
 PU2596
 PU2596                          SUPERSEDED SURVEY CONTROL
 PU2596
 PU2596.No superseded survey control is available for this station.
 PU2596
 PU2596_MARKER: DB = BENCH MARK DISK
 PU2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2596_STAMPING: I90 31.01
 PU2596_MARK LOGO: SDDT
 PU2596_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2596+STABILITY: SURFACE MOTION
 PU2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2596+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 PU2596
 PU2596  HISTORY     - Date     Condition        Report By
 PU2596  HISTORY     - UNK      MONUMENTED       SDDT
 PU2596  HISTORY     - 19910813 GOOD             NGS
 PU2596  HISTORY     - 20120816 GOOD             INDIV
 PU2596
 PU2596                          STATION DESCRIPTION
 PU2596
 PU2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2596'1.2 KM (0.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2596'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 31.9 M (104.7 FT)
 PU2596'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2596'15.6 M (51.2 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A HIGHWAY
 PU2596'INFORMATION SIGN (EXIT 30 FOOD), 1.0 M (3.3 FT) BELOW THE LEVEL OF
 PU2596'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND
 PU2596'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2596
 PU2596                          STATION RECOVERY (2012)
 PU2596
 PU2596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2595 ***********************************************************************
 PU2595  DESIGNATION -  I90 031.5
 PU2595  PID         -  PU2595
 PU2595  STATE/COUNTY-  SD/MEADE
 PU2595  COUNTRY     -  US
 PU2595  USGS QUAD   -  STURGIS (2017)
 PU2595
 PU2595                         *CURRENT SURVEY CONTROL
 PU2595  ______________________________________________________________________
 PU2595* NAD 83(1986) POSITION- 44 24 11.     (N) 103 31 11.     (W)   SCALED
 PU2595* NAVD 88 ORTHO HEIGHT -  1076.378 (meters)     3531.42  (feet) ADJUSTED
 PU2595  ______________________________________________________________________
 PU2595  GEOID HEIGHT    -        -15.165 (meters)                     GEOID18
 PU2595  DYNAMIC HEIGHT  -       1076.028 (meters)     3530.27  (feet) COMP
 PU2595  MODELED GRAVITY -    980,255.1   (mgal)                       NAVD 88
 PU2595
 PU2595  VERT ORDER      -  FIRST     CLASS II
 PU2595
 PU2595.The horizontal coordinates were scaled from a map and have
 PU2595.an estimated accuracy of +/- 6 seconds.
 PU2595
 PU2595.The orthometric height was determined by differential leveling and
 PU2595.adjusted by the NATIONAL GEODETIC SURVEY
 PU2595.in September 1993.
 PU2595
 PU2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2595.GEOID18 height accuracy estimate available here.
 PU2595
 PU2595.Click photographs - Photos may exist for this station.
 PU2595
 PU2595.The dynamic height is computed by dividing the NAVD 88
 PU2595.geopotential number by the normal gravity value computed on the
 PU2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2595.degrees latitude (g = 980.6199 gals.).
 PU2595
 PU2595.The modeled gravity was interpolated from observed gravity values.
 PU2595
 PU2595;                    North         East    Units  Estimated Accuracy
 PU2595;SPC SD N     -    69,400.      319,700.      MT  (+/- 180 meters Scaled)
 PU2595
 PU2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK178177(NAD 83)
 PU2595
 PU2595                          SUPERSEDED SURVEY CONTROL
 PU2595
 PU2595.No superseded survey control is available for this station.
 PU2595
 PU2595_MARKER: Z = SEE DESCRIPTION
 PU2595_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2595_STAMPING: I90 31.5
 PU2595_MARK LOGO: NGS
 PU2595_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2595_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2595+STABILITY: POSITION/ELEVATION WELL
 PU2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2595+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 PU2595_ROD/PIPE-DEPTH: 6.4 meters
 PU2595_SLEEVE-DEPTH  : 2.0 meters
 PU2595
 PU2595  HISTORY     - Date     Condition        Report By
 PU2595  HISTORY     - 1990     MONUMENTED       SDDT
 PU2595  HISTORY     - 19910813 GOOD             NGS
 PU2595  HISTORY     - 20120816 GOOD             INDIV
 PU2595
 PU2595                          STATION DESCRIPTION
 PU2595
 PU2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2595'2.1 KM (1.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2595'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2595'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2595'GALVANIZED STEEL PIPE, 86.0 M (282.2 FT) SOUTHEAST OF THE EAST CORNER
 PU2595'OF BRIDGE NUMBER 47-024-438, 32.9 M (107.9 FT) NORTHEAST OF THE
 PU2595'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.1 M (3.6 FT)
 PU2595'SOUTHWEST OF A CHAIN-LINK FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 PU2595'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A WITNESS POST.
 PU2595
 PU2595                          STATION RECOVERY (2012)
 PU2595
 PU2595'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2588 ***********************************************************************
 PU2588  DESIGNATION -  I90 031.85
 PU2588  PID         -  PU2588
 PU2588  STATE/COUNTY-  SD/MEADE
 PU2588  COUNTRY     -  US
 PU2588  USGS QUAD   -  STURGIS (2017)
 PU2588
 PU2588                         *CURRENT SURVEY CONTROL
 PU2588  ______________________________________________________________________
 PU2588* NAD 83(1986) POSITION- 44 23 59.     (N) 103 30 57.     (W)   SCALED
 PU2588* NAVD 88 ORTHO HEIGHT -  1082.089 (meters)     3550.15  (feet) ADJUSTED
 PU2588  ______________________________________________________________________
 PU2588  GEOID HEIGHT    -        -15.164 (meters)                     GEOID18
 PU2588  DYNAMIC HEIGHT  -       1081.737 (meters)     3549.00  (feet) COMP
 PU2588  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 PU2588
 PU2588  VERT ORDER      -  FIRST     CLASS II
 PU2588
 PU2588.The horizontal coordinates were scaled from a map and have
 PU2588.an estimated accuracy of +/- 6 seconds.
 PU2588
 PU2588.The orthometric height was determined by differential leveling and
 PU2588.adjusted by the NATIONAL GEODETIC SURVEY
 PU2588.in September 1993.
 PU2588
 PU2588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2588.GEOID18 height accuracy estimate available here.
 PU2588
 PU2588.Click photographs - Photos may exist for this station.
 PU2588
 PU2588.The dynamic height is computed by dividing the NAVD 88
 PU2588.geopotential number by the normal gravity value computed on the
 PU2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2588.degrees latitude (g = 980.6199 gals.).
 PU2588
 PU2588.The modeled gravity was interpolated from observed gravity values.
 PU2588
 PU2588;                    North         East    Units  Estimated Accuracy
 PU2588;SPC SD N     -    69,020.      320,000.      MT  (+/- 180 meters Scaled)
 PU2588
 PU2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK181173(NAD 83)
 PU2588
 PU2588                          SUPERSEDED SURVEY CONTROL
 PU2588
 PU2588.No superseded survey control is available for this station.
 PU2588
 PU2588_MARKER: DB = BENCH MARK DISK
 PU2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2588_STAMPING: I90 31.85
 PU2588_MARK LOGO: SDDT
 PU2588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2588+STABILITY: SURFACE MOTION
 PU2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2588+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 PU2588
 PU2588  HISTORY     - Date     Condition        Report By
 PU2588  HISTORY     - UNK      MONUMENTED       SDDT
 PU2588  HISTORY     - 19910813 GOOD             NGS
 PU2588  HISTORY     - 20120816 GOOD             INDIV
 PU2588
 PU2588                          STATION DESCRIPTION
 PU2588
 PU2588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2588'2.5 KM (1.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2588'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 25.2 M (82.7 FT)
 PU2588'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2588'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 PU2588'SOUTHWEST OF THE CENTER OF 3 BRACED CHAIN-LINK FENCE POST, 0.4 M (1.3
 PU2588'FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2588'THE GROUND SURFACE.
 PU2588
 PU2588                          STATION RECOVERY (2012)
 PU2588
 PU2588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2587 ***********************************************************************
 PU2587  DESIGNATION -  I90 032.0
 PU2587  PID         -  PU2587
 PU2587  STATE/COUNTY-  SD/MEADE
 PU2587  COUNTRY     -  US
 PU2587  USGS QUAD   -  STURGIS (2017)
 PU2587
 PU2587                         *CURRENT SURVEY CONTROL
 PU2587  ______________________________________________________________________
 PU2587* NAD 83(1986) POSITION- 44 23 55.     (N) 103 30 44.     (W)   SCALED
 PU2587* NAVD 88 ORTHO HEIGHT -  1081.754 (meters)     3549.05  (feet) ADJUSTED
 PU2587  ______________________________________________________________________
 PU2587  GEOID HEIGHT    -        -15.175 (meters)                     GEOID18
 PU2587  DYNAMIC HEIGHT  -       1081.403 (meters)     3547.90  (feet) COMP
 PU2587  MODELED GRAVITY -    980,256.3   (mgal)                       NAVD 88
 PU2587
 PU2587  VERT ORDER      -  FIRST     CLASS II
 PU2587
 PU2587.The horizontal coordinates were scaled from a map and have
 PU2587.an estimated accuracy of +/- 6 seconds.
 PU2587
 PU2587.The orthometric height was determined by differential leveling and
 PU2587.adjusted by the NATIONAL GEODETIC SURVEY
 PU2587.in September 1993.
 PU2587
 PU2587.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2587.GEOID18 height accuracy estimate available here.
 PU2587
 PU2587.Click photographs - Photos may exist for this station.
 PU2587
 PU2587.The dynamic height is computed by dividing the NAVD 88
 PU2587.geopotential number by the normal gravity value computed on the
 PU2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2587.degrees latitude (g = 980.6199 gals.).
 PU2587
 PU2587.The modeled gravity was interpolated from observed gravity values.
 PU2587
 PU2587;                    North         East    Units  Estimated Accuracy
 PU2587;SPC SD N     -    68,880.      320,280.      MT  (+/- 180 meters Scaled)
 PU2587
 PU2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK184172(NAD 83)
 PU2587
 PU2587                          SUPERSEDED SURVEY CONTROL
 PU2587
 PU2587.No superseded survey control is available for this station.
 PU2587
 PU2587_MARKER: Z = SEE DESCRIPTION
 PU2587_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2587_STAMPING: I90 32.0
 PU2587_MARK LOGO: NGS
 PU2587_PROJECTION: PROJECTING 5 CENTIMETERS
 PU2587_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2587+STABILITY: POSITION/ELEVATION WELL
 PU2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2587+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 PU2587_ROD/PIPE-DEPTH: 6.4 meters
 PU2587_SLEEVE-DEPTH  : 2.0 meters
 PU2587
 PU2587  HISTORY     - Date     Condition        Report By
 PU2587  HISTORY     - 1990     MONUMENTED       SDDT
 PU2587  HISTORY     - 19910813 GOOD             NGS
 PU2587  HISTORY     - 20120815 GOOD             INDIV
 PU2587
 PU2587                          STATION DESCRIPTION
 PU2587
 PU2587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2587'2.7 KM (1.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2587'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2587'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2587'GALVANIZED STEEL PIPE, 110.0 M (360.9 FT) NORTHWEST OF THE NORTHWEST
 PU2587'CORNER OF BRIDGE NUMBER 47-028-443, 35.8 M (117.5 FT) NORTHEAST OF
 PU2587'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.2 M (69.6
 PU2587'FT) NORTHEAST OF THE CENTER OF A WESTBOUND ON-RAMP (EXIT 32), 17.5 M
 PU2587'(57.4 FT) SOUTHEAST OF A CHAIN-LINK FENCE CORNER, 1.0 M (3.3 FT)
 PU2587'BELOW THE LEVEL OF THE RAMP, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS
 PU2587'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2587'AND THEN THROUGH A 4-INCH PVC CAP.
 PU2587
 PU2587                          STATION RECOVERY (2012)
 PU2587
 PU2587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2586 ***********************************************************************
 PU2586  DESIGNATION -  I90 032.2
 PU2586  PID         -  PU2586
 PU2586  STATE/COUNTY-  SD/MEADE
 PU2586  COUNTRY     -  US
 PU2586  USGS QUAD   -  STURGIS (2017)
 PU2586
 PU2586                         *CURRENT SURVEY CONTROL
 PU2586  ______________________________________________________________________
 PU2586* NAD 83(1986) POSITION- 44 23 52.     (N) 103 30 36.     (W)   SCALED
 PU2586* NAVD 88 ORTHO HEIGHT -  1074.131 (meters)     3524.04  (feet) ADJUSTED
 PU2586  ______________________________________________________________________
 PU2586  GEOID HEIGHT    -        -15.181 (meters)                     GEOID18
 PU2586  DYNAMIC HEIGHT  -       1073.783 (meters)     3522.90  (feet) COMP
 PU2586  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 PU2586
 PU2586  VERT ORDER      -  FIRST     CLASS II
 PU2586
 PU2586.The horizontal coordinates were scaled from a map and have
 PU2586.an estimated accuracy of +/- 6 seconds.
 PU2586
 PU2586.The orthometric height was determined by differential leveling and
 PU2586.adjusted by the NATIONAL GEODETIC SURVEY
 PU2586.in September 1993.
 PU2586
 PU2586.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2586.GEOID18 height accuracy estimate available here.
 PU2586
 PU2586.Click photographs - Photos may exist for this station.
 PU2586
 PU2586.The dynamic height is computed by dividing the NAVD 88
 PU2586.geopotential number by the normal gravity value computed on the
 PU2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2586.degrees latitude (g = 980.6199 gals.).
 PU2586
 PU2586.The modeled gravity was interpolated from observed gravity values.
 PU2586
 PU2586;                    North         East    Units  Estimated Accuracy
 PU2586;SPC SD N     -    68,780.      320,450.      MT  (+/- 180 meters Scaled)
 PU2586
 PU2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK186171(NAD 83)
 PU2586
 PU2586                          SUPERSEDED SURVEY CONTROL
 PU2586
 PU2586.No superseded survey control is available for this station.
 PU2586
 PU2586_MARKER: Z = SEE DESCRIPTION
 PU2586_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2586_STAMPING: I90 32.2
 PU2586_MARK LOGO: NGS
 PU2586_PROJECTION: PROJECTING 6 CENTIMETERS
 PU2586_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2586+STABILITY: POSITION/ELEVATION WELL
 PU2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2586+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU2586_ROD/PIPE-DEPTH: 6.4 meters
 PU2586_SLEEVE-DEPTH  : 2.0 meters
 PU2586
 PU2586  HISTORY     - Date     Condition        Report By
 PU2586  HISTORY     - 1990     MONUMENTED       SDDT
 PU2586  HISTORY     - 19910813 GOOD             NGS
 PU2586  HISTORY     - 20120815 MARK NOT FOUND   INDIV
 PU2586
 PU2586                          STATION DESCRIPTION
 PU2586
 PU2586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2586'3.0 KM (1.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2586'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2586'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2586'GALVANIZED STEEL PIPE, 109.0 M (357.6 FT) NORTH OF THE NORTHWEST
 PU2586'CORNER OF BRIDGE NUMBER 47-030-444, 96.7 M (317.3 FT) NORTHEAST OF
 PU2586'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 35.3 M (115.8
 PU2586'FT) WEST OF THE CENTERLINE OF VANOCKER ROAD, 28.9 M (94.8 FT) NORTH
 PU2586'OF THE CENTER OF A WESTBOUND ON-RAMP (EXIT 32), 1.5 M (4.9 FT) ABOVE
 PU2586'THE LEVEL OF THE ON-RAMP, 1.2 M (3.9 FT) SOUTHEAST OF A CHAIN-LINK
 PU2586'FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS
 PU2586'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 PU2586'4-INCH PVC CAP.
 PU2586
 PU2586                          STATION RECOVERY (2012)
 PU2586
 PU2586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2586'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2585 ***********************************************************************
 PU2585  DESIGNATION -  I90 032.8
 PU2585  PID         -  PU2585
 PU2585  STATE/COUNTY-  SD/MEADE
 PU2585  COUNTRY     -  US
 PU2585  USGS QUAD   -  FORT MEADE (2017)
 PU2585
 PU2585                         *CURRENT SURVEY CONTROL
 PU2585  ______________________________________________________________________
 PU2585* NAD 83(1986) POSITION- 44 23 38.     (N) 103 29 58.     (W)   SCALED
 PU2585* NAVD 88 ORTHO HEIGHT -  1076.252 (meters)     3531.00  (feet) ADJUSTED
 PU2585  ______________________________________________________________________
 PU2585  GEOID HEIGHT    -        -15.211 (meters)                     GEOID18
 PU2585  DYNAMIC HEIGHT  -       1075.904 (meters)     3529.86  (feet) COMP
 PU2585  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 PU2585
 PU2585  VERT ORDER      -  FIRST     CLASS II
 PU2585
 PU2585.The horizontal coordinates were scaled from a map and have
 PU2585.an estimated accuracy of +/- 6 seconds.
 PU2585
 PU2585.The orthometric height was determined by differential leveling and
 PU2585.adjusted by the NATIONAL GEODETIC SURVEY
 PU2585.in September 1993.
 PU2585
 PU2585.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2585.GEOID18 height accuracy estimate available here.
 PU2585
 PU2585.Click photographs - Photos may exist for this station.
 PU2585
 PU2585.The dynamic height is computed by dividing the NAVD 88
 PU2585.geopotential number by the normal gravity value computed on the
 PU2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2585.degrees latitude (g = 980.6199 gals.).
 PU2585
 PU2585.The modeled gravity was interpolated from observed gravity values.
 PU2585
 PU2585;                    North         East    Units  Estimated Accuracy
 PU2585;SPC SD N     -    68,320.      321,270.      MT  (+/- 180 meters Scaled)
 PU2585
 PU2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK195167(NAD 83)
 PU2585
 PU2585                          SUPERSEDED SURVEY CONTROL
 PU2585
 PU2585.No superseded survey control is available for this station.
 PU2585
 PU2585_MARKER: Z = SEE DESCRIPTION
 PU2585_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2585_STAMPING: I90 32.8
 PU2585_MARK LOGO: NGS
 PU2585_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2585_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2585+STABILITY: POSITION/ELEVATION WELL
 PU2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2585+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 PU2585_ROD/PIPE-DEPTH: 6.4 meters
 PU2585_SLEEVE-DEPTH  : 2.0 meters
 PU2585
 PU2585  HISTORY     - Date     Condition        Report By
 PU2585  HISTORY     - 1990     MONUMENTED       SDDT
 PU2585  HISTORY     - 19910813 GOOD             NGS
 PU2585  HISTORY     - 20120801 GOOD             INDIV
 PU2585
 PU2585                          STATION DESCRIPTION
 PU2585
 PU2585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2585'4.0 KM (2.50 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2585'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2585'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2585'GALVANIZED STEEL PIPE, 31.2 M (102.4 FT) NORTHEAST OF THE CENTERLINE
 PU2585'OF THE WESTBOUND LANES OF THE HIGHWAY, 11.8 M (38.7 FT) EAST OF THE
 PU2585'NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (EXIT 32 STURGIS), 2.0 M
 PU2585'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.3 M (4.3 FT) SOUTHWEST OF
 PU2585'A CHAIN-LINK FENCE, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.
 PU2585'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2585'THROUGH A 4-INCH PVC CAP.
 PU2585
 PU2585                          STATION RECOVERY (2012)
 PU2585
 PU2585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2584 ***********************************************************************
 PU2584  DESIGNATION -  I90 033.00
 PU2584  PID         -  PU2584
 PU2584  STATE/COUNTY-  SD/MEADE
 PU2584  COUNTRY     -  US
 PU2584  USGS QUAD   -  FORT MEADE (2017)
 PU2584
 PU2584                         *CURRENT SURVEY CONTROL
 PU2584  ______________________________________________________________________
 PU2584* NAD 83(1986) POSITION- 44 23 30.     (N) 103 29 42.     (W)   SCALED
 PU2584* NAVD 88 ORTHO HEIGHT -  1088.051 (meters)     3569.71  (feet) ADJUSTED
 PU2584  ______________________________________________________________________
 PU2584  GEOID HEIGHT    -        -15.220 (meters)                     GEOID18
 PU2584  DYNAMIC HEIGHT  -       1087.698 (meters)     3568.56  (feet) COMP
 PU2584  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 PU2584
 PU2584  VERT ORDER      -  FIRST     CLASS II
 PU2584
 PU2584.The horizontal coordinates were scaled from a map and have
 PU2584.an estimated accuracy of +/- 6 seconds.
 PU2584
 PU2584.The orthometric height was determined by differential leveling and
 PU2584.adjusted by the NATIONAL GEODETIC SURVEY
 PU2584.in September 1993.
 PU2584
 PU2584.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2584.GEOID18 height accuracy estimate available here.
 PU2584
 PU2584.Click photographs - Photos may exist for this station.
 PU2584
 PU2584.The dynamic height is computed by dividing the NAVD 88
 PU2584.geopotential number by the normal gravity value computed on the
 PU2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2584.degrees latitude (g = 980.6199 gals.).
 PU2584
 PU2584.The modeled gravity was interpolated from observed gravity values.
 PU2584
 PU2584;                    North         East    Units  Estimated Accuracy
 PU2584;SPC SD N     -    68,050.      321,620.      MT  (+/- 180 meters Scaled)
 PU2584
 PU2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK198164(NAD 83)
 PU2584
 PU2584                          SUPERSEDED SURVEY CONTROL
 PU2584
 PU2584.No superseded survey control is available for this station.
 PU2584
 PU2584_MARKER: DB = BENCH MARK DISK
 PU2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2584_STAMPING: I90 33.00
 PU2584_MARK LOGO: SDDT
 PU2584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2584+STABILITY: SURFACE MOTION
 PU2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2584+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU2584
 PU2584  HISTORY     - Date     Condition        Report By
 PU2584  HISTORY     - UNK      MONUMENTED       SDDT
 PU2584  HISTORY     - 19910813 GOOD             NGS
 PU2584  HISTORY     - 20120801 MARK NOT FOUND   INDIV
 PU2584
 PU2584                          STATION DESCRIPTION
 PU2584
 PU2584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2584'4.3 KM (2.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2584'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 31.7 M (104.0 FT)
 PU2584'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2584'24.1 M (79.1 FT) SOUTHEAST OF THE SOUTHEAST END OF A CHAIN-LINK
 PU2584'FENCE, 19.8 M (65.0 FT) NORTHEAST OF MILEPOST 33, 0.9 M (3.0 FT)
 PU2584'SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU2584'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 PU2584'WITH THE GROUND SURFACE.
 PU2584
 PU2584                          STATION RECOVERY (2012)
 PU2584
 PU2584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2584'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2583 ***********************************************************************
 PU2583  DESIGNATION -  I90 033.65
 PU2583  PID         -  PU2583
 PU2583  STATE/COUNTY-  SD/MEADE
 PU2583  COUNTRY     -  US
 PU2583  USGS QUAD   -  FORT MEADE (2017)
 PU2583
 PU2583                         *CURRENT SURVEY CONTROL
 PU2583  ______________________________________________________________________
 PU2583* NAD 83(1986) POSITION- 44 23 06.     (N) 103 29 07.     (W)   SCALED
 PU2583* NAVD 88 ORTHO HEIGHT -  1108.336 (meters)     3636.27  (feet) ADJUSTED
 PU2583  ______________________________________________________________________
 PU2583  GEOID HEIGHT    -        -15.231 (meters)                     GEOID18
 PU2583  DYNAMIC HEIGHT  -       1107.973 (meters)     3635.07  (feet) COMP
 PU2583  MODELED GRAVITY -    980,251.7   (mgal)                       NAVD 88
 PU2583
 PU2583  VERT ORDER      -  FIRST     CLASS II
 PU2583
 PU2583.The horizontal coordinates were scaled from a map and have
 PU2583.an estimated accuracy of +/- 6 seconds.
 PU2583
 PU2583.The orthometric height was determined by differential leveling and
 PU2583.adjusted by the NATIONAL GEODETIC SURVEY
 PU2583.in September 1993.
 PU2583
 PU2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2583.GEOID18 height accuracy estimate available here.
 PU2583
 PU2583.Click photographs - Photos may exist for this station.
 PU2583
 PU2583.The dynamic height is computed by dividing the NAVD 88
 PU2583.geopotential number by the normal gravity value computed on the
 PU2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2583.degrees latitude (g = 980.6199 gals.).
 PU2583
 PU2583.The modeled gravity was interpolated from observed gravity values.
 PU2583
 PU2583;                    North         East    Units  Estimated Accuracy
 PU2583;SPC SD N     -    67,280.      322,360.      MT  (+/- 180 meters Scaled)
 PU2583
 PU2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK206157(NAD 83)
 PU2583
 PU2583                          SUPERSEDED SURVEY CONTROL
 PU2583
 PU2583.No superseded survey control is available for this station.
 PU2583
 PU2583_MARKER: DB = BENCH MARK DISK
 PU2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2583_STAMPING: I90 33.65
 PU2583_MARK LOGO: SDDT
 PU2583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2583+STABILITY: SURFACE MOTION
 PU2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2583+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU2583
 PU2583  HISTORY     - Date     Condition        Report By
 PU2583  HISTORY     - UNK      MONUMENTED       SDDT
 PU2583  HISTORY     - 19910813 GOOD             NGS
 PU2583  HISTORY     - 20120801 MARK NOT FOUND   INDIV
 PU2583
 PU2583                          STATION DESCRIPTION
 PU2583
 PU2583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2583'5.5 KM (3.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2583'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 21.3 M (69.9 FT)
 PU2583'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2583'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF
 PU2583'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2583
 PU2583                          STATION RECOVERY (2012)
 PU2583
 PU2583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2583'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2582 ***********************************************************************
 PU2582  DESIGNATION -  I90 034.6
 PU2582  PID         -  PU2582
 PU2582  STATE/COUNTY-  SD/MEADE
 PU2582  COUNTRY     -  US
 PU2582  USGS QUAD   -  TILFORD (2017)
 PU2582
 PU2582                         *CURRENT SURVEY CONTROL
 PU2582  ______________________________________________________________________
 PU2582* NAD 83(1986) POSITION- 44 22 25.     (N) 103 28 30.     (W)   SCALED
 PU2582* NAVD 88 ORTHO HEIGHT -  1101.964 (meters)     3615.36  (feet) ADJUSTED
 PU2582  ______________________________________________________________________
 PU2582  GEOID HEIGHT    -        -15.225 (meters)                     GEOID18
 PU2582  DYNAMIC HEIGHT  -       1101.604 (meters)     3614.18  (feet) COMP
 PU2582  MODELED GRAVITY -    980,253.2   (mgal)                       NAVD 88
 PU2582
 PU2582  VERT ORDER      -  FIRST     CLASS II
 PU2582
 PU2582.The horizontal coordinates were scaled from a map and have
 PU2582.an estimated accuracy of +/- 6 seconds.
 PU2582
 PU2582.The orthometric height was determined by differential leveling and
 PU2582.adjusted by the NATIONAL GEODETIC SURVEY
 PU2582.in September 1993.
 PU2582
 PU2582.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2582.GEOID18 height accuracy estimate available here.
 PU2582
 PU2582.Click photographs - Photos may exist for this station.
 PU2582
 PU2582.The dynamic height is computed by dividing the NAVD 88
 PU2582.geopotential number by the normal gravity value computed on the
 PU2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2582.degrees latitude (g = 980.6199 gals.).
 PU2582
 PU2582.The modeled gravity was interpolated from observed gravity values.
 PU2582
 PU2582;                    North         East    Units  Estimated Accuracy
 PU2582;SPC SD N     -    65,980.      323,120.      MT  (+/- 180 meters Scaled)
 PU2582
 PU2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK214145(NAD 83)
 PU2582
 PU2582                          SUPERSEDED SURVEY CONTROL
 PU2582
 PU2582.No superseded survey control is available for this station.
 PU2582
 PU2582_MARKER: Z = SEE DESCRIPTION
 PU2582_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2582_STAMPING: I90 34.6
 PU2582_MARK LOGO: NGS
 PU2582_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2582_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2582+STABILITY: POSITION/ELEVATION WELL
 PU2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2582+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 PU2582_ROD/PIPE-DEPTH: 6.4 meters
 PU2582_SLEEVE-DEPTH  : 2.0 meters
 PU2582
 PU2582  HISTORY     - Date     Condition        Report By
 PU2582  HISTORY     - 1990     MONUMENTED       SDDT
 PU2582  HISTORY     - 19910813 GOOD             NGS
 PU2582  HISTORY     - 20120801 GOOD             INDIV
 PU2582
 PU2582                          STATION DESCRIPTION
 PU2582
 PU2582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2582'7.0 KM (4.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2582'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2582'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2582'GALVANIZED STEEL PIPE, AT THE WEST END OF A WESTBOUND ON RAMP (EXIT
 PU2582'34), 47.5 M (155.8 FT) NORTHWEST OF A T-FENCE CORNER, 31.9 M (104.7
 PU2582'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2582'HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ON-RAMP, AND 0.5 M
 PU2582'(1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 PU2582'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PU2582'PVC CAP.
 PU2582
 PU2582                          STATION RECOVERY (2012)
 PU2582
 PU2582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2581 ***********************************************************************
 PU2581  DESIGNATION -  I90 035.54
 PU2581  PID         -  PU2581
 PU2581  STATE/COUNTY-  SD/MEADE
 PU2581  COUNTRY     -  US
 PU2581  USGS QUAD   -  TILFORD (2017)
 PU2581
 PU2581                         *CURRENT SURVEY CONTROL
 PU2581  ______________________________________________________________________
 PU2581* NAD 83(1986) POSITION- 44 21 45.     (N) 103 27 47.     (W)   SCALED
 PU2581* NAVD 88 ORTHO HEIGHT -  1113.172 (meters)     3652.13  (feet) ADJUSTED
 PU2581  ______________________________________________________________________
 PU2581  GEOID HEIGHT    -        -15.235 (meters)                     GEOID18
 PU2581  DYNAMIC HEIGHT  -       1112.810 (meters)     3650.94  (feet) COMP
 PU2581  MODELED GRAVITY -    980,253.5   (mgal)                       NAVD 88
 PU2581
 PU2581  VERT ORDER      -  FIRST     CLASS II
 PU2581
 PU2581.The horizontal coordinates were scaled from a map and have
 PU2581.an estimated accuracy of +/- 6 seconds.
 PU2581
 PU2581.The orthometric height was determined by differential leveling and
 PU2581.adjusted by the NATIONAL GEODETIC SURVEY
 PU2581.in September 1993.
 PU2581
 PU2581.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2581.GEOID18 height accuracy estimate available here.
 PU2581
 PU2581.Click photographs - Photos may exist for this station.
 PU2581
 PU2581.The dynamic height is computed by dividing the NAVD 88
 PU2581.geopotential number by the normal gravity value computed on the
 PU2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2581.degrees latitude (g = 980.6199 gals.).
 PU2581
 PU2581.The modeled gravity was interpolated from observed gravity values.
 PU2581
 PU2581;                    North         East    Units  Estimated Accuracy
 PU2581;SPC SD N     -    64,710.      324,020.      MT  (+/- 180 meters Scaled)
 PU2581
 PU2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK224132(NAD 83)
 PU2581
 PU2581                          SUPERSEDED SURVEY CONTROL
 PU2581
 PU2581.No superseded survey control is available for this station.
 PU2581
 PU2581_MARKER: DB = BENCH MARK DISK
 PU2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2581_STAMPING: I90 35.54
 PU2581_MARK LOGO: SDDT
 PU2581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2581+STABILITY: SURFACE MOTION
 PU2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2581+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU2581
 PU2581  HISTORY     - Date     Condition        Report By
 PU2581  HISTORY     - UNK      MONUMENTED       SDDT
 PU2581  HISTORY     - 19910813 GOOD             NGS
 PU2581  HISTORY     - 20120801 POOR             INDIV
 PU2581
 PU2581                          STATION DESCRIPTION
 PU2581
 PU2581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2581'8.5 KM (5.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2581'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 33.5 M (109.9 FT)
 PU2581'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2581'0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT)
 PU2581'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 PU2581'GROUND SURFACE.
 PU2581
 PU2581                          STATION RECOVERY (2012)
 PU2581
 PU2581'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2581'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2580 ***********************************************************************
 PU2580  DESIGNATION -  I90 036.45
 PU2580  PID         -  PU2580
 PU2580  STATE/COUNTY-  SD/MEADE
 PU2580  COUNTRY     -  US
 PU2580  USGS QUAD   -  TILFORD (2017)
 PU2580
 PU2580                         *CURRENT SURVEY CONTROL
 PU2580  ______________________________________________________________________
 PU2580* NAD 83(1986) POSITION- 44 21 04.     (N) 103 27 12.     (W)   SCALED
 PU2580* NAVD 88 ORTHO HEIGHT -  1118.581 (meters)     3669.88  (feet) ADJUSTED
 PU2580  ______________________________________________________________________
 PU2580  GEOID HEIGHT    -        -15.241 (meters)                     GEOID18
 PU2580  DYNAMIC HEIGHT  -       1118.212 (meters)     3668.67  (feet) COMP
 PU2580  MODELED GRAVITY -    980,248.9   (mgal)                       NAVD 88
 PU2580
 PU2580  VERT ORDER      -  FIRST     CLASS II
 PU2580
 PU2580.The horizontal coordinates were scaled from a map and have
 PU2580.an estimated accuracy of +/- 6 seconds.
 PU2580
 PU2580.The orthometric height was determined by differential leveling and
 PU2580.adjusted by the NATIONAL GEODETIC SURVEY
 PU2580.in September 1993.
 PU2580
 PU2580.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2580.GEOID18 height accuracy estimate available here.
 PU2580
 PU2580.Click photographs - Photos may exist for this station.
 PU2580
 PU2580.The dynamic height is computed by dividing the NAVD 88
 PU2580.geopotential number by the normal gravity value computed on the
 PU2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2580.degrees latitude (g = 980.6199 gals.).
 PU2580
 PU2580.The modeled gravity was interpolated from observed gravity values.
 PU2580
 PU2580;                    North         East    Units  Estimated Accuracy
 PU2580;SPC SD N     -    63,410.      324,740.      MT  (+/- 180 meters Scaled)
 PU2580
 PU2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK232120(NAD 83)
 PU2580
 PU2580                          SUPERSEDED SURVEY CONTROL
 PU2580
 PU2580.No superseded survey control is available for this station.
 PU2580
 PU2580_MARKER: DB = BENCH MARK DISK
 PU2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2580_STAMPING: I90 36.45
 PU2580_MARK LOGO: SDDT
 PU2580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2580+STABILITY: SURFACE MOTION
 PU2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2580+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU2580
 PU2580  HISTORY     - Date     Condition        Report By
 PU2580  HISTORY     - UNK      MONUMENTED       SDDT
 PU2580  HISTORY     - 19910813 GOOD             NGS
 PU2580  HISTORY     - 20120802 POOR             INDIV
 PU2580
 PU2580                          STATION DESCRIPTION
 PU2580
 PU2580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2580'10.0 KM (6.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2580'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 34.2 M (112.2 FT)
 PU2580'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 PU2580'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A
 PU2580'CHAIN-LINK FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND
 PU2580'T-FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2580
 PU2580                          STATION RECOVERY (2012)
 PU2580
 PU2580'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2580'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2579 ***********************************************************************
 PU2579  DESIGNATION -  I90 036.8
 PU2579  PID         -  PU2579
 PU2579  STATE/COUNTY-  SD/MEADE
 PU2579  COUNTRY     -  US
 PU2579  USGS QUAD   -  TILFORD (2017)
 PU2579
 PU2579                         *CURRENT SURVEY CONTROL
 PU2579  ______________________________________________________________________
 PU2579* NAD 83(1986) POSITION- 44 20 47.     (N) 103 26 57.     (W)   SCALED
 PU2579* NAVD 88 ORTHO HEIGHT -  1111.919 (meters)     3648.02  (feet) ADJUSTED
 PU2579  ______________________________________________________________________
 PU2579  GEOID HEIGHT    -        -15.247 (meters)                     GEOID18
 PU2579  DYNAMIC HEIGHT  -       1111.552 (meters)     3646.82  (feet) COMP
 PU2579  MODELED GRAVITY -    980,249.6   (mgal)                       NAVD 88
 PU2579
 PU2579  VERT ORDER      -  FIRST     CLASS II
 PU2579
 PU2579.The horizontal coordinates were scaled from a map and have
 PU2579.an estimated accuracy of +/- 6 seconds.
 PU2579
 PU2579.The orthometric height was determined by differential leveling and
 PU2579.adjusted by the NATIONAL GEODETIC SURVEY
 PU2579.in September 1993.
 PU2579
 PU2579.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2579.GEOID18 height accuracy estimate available here.
 PU2579
 PU2579.Click photographs - Photos may exist for this station.
 PU2579
 PU2579.The dynamic height is computed by dividing the NAVD 88
 PU2579.geopotential number by the normal gravity value computed on the
 PU2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2579.degrees latitude (g = 980.6199 gals.).
 PU2579
 PU2579.The modeled gravity was interpolated from observed gravity values.
 PU2579
 PU2579;                    North         East    Units  Estimated Accuracy
 PU2579;SPC SD N     -    62,870.      325,050.      MT  (+/- 180 meters Scaled)
 PU2579
 PU2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK236115(NAD 83)
 PU2579
 PU2579                          SUPERSEDED SURVEY CONTROL
 PU2579
 PU2579.No superseded survey control is available for this station.
 PU2579
 PU2579_MARKER: Z = SEE DESCRIPTION
 PU2579_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2579_STAMPING: I90 36.8
 PU2579_MARK LOGO: NGS
 PU2579_PROJECTION: PROJECTING 1 CENTIMETERS
 PU2579_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2579+STABILITY: POSITION/ELEVATION WELL
 PU2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2579+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 PU2579_ROD/PIPE-DEPTH: 6.4 meters
 PU2579_SLEEVE-DEPTH  : 2.0 meters
 PU2579
 PU2579  HISTORY     - Date     Condition        Report By
 PU2579  HISTORY     - 1990     MONUMENTED       SDDT
 PU2579  HISTORY     - 19910813 GOOD             NGS
 PU2579  HISTORY     - 20120802 GOOD             INDIV
 PU2579
 PU2579                          STATION DESCRIPTION
 PU2579
 PU2579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2579'10.6 KM (6.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2579'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2579'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2579'GALVANIZED STEEL PIPE, AT THE WEST END OF A WESTBOUND ON RAMP (EXIT
 PU2579'37), 35.2 M (115.5 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 3
 PU2579'BRACED FENCE POSTS, 34.5 M (113.2 FT) NORTHEAST OF THE CENTERLINE OF
 PU2579'THE WESTBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF
 PU2579'THE ON-RAMP, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND
 PU2579'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2579'AND THEN THROUGH A 4-INCH PVC CAP.
 PU2579
 PU2579                          STATION RECOVERY (2012)
 PU2579
 PU2579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2578 ***********************************************************************
 PU2578  DESIGNATION -  I90 037.35
 PU2578  PID         -  PU2578
 PU2578  STATE/COUNTY-  SD/MEADE
 PU2578  COUNTRY     -  US
 PU2578  USGS QUAD   -  TILFORD (2017)
 PU2578
 PU2578                         *CURRENT SURVEY CONTROL
 PU2578  ______________________________________________________________________
 PU2578* NAD 83(1986) POSITION- 44 20 26.     (N) 103 26 38.     (W)   SCALED
 PU2578* NAVD 88 ORTHO HEIGHT -  1108.573 (meters)     3637.04  (feet) ADJUSTED
 PU2578  ______________________________________________________________________
 PU2578  GEOID HEIGHT    -        -15.256 (meters)                     GEOID18
 PU2578  DYNAMIC HEIGHT  -       1108.205 (meters)     3635.84  (feet) COMP
 PU2578  MODELED GRAVITY -    980,248.1   (mgal)                       NAVD 88
 PU2578
 PU2578  VERT ORDER      -  FIRST     CLASS II
 PU2578
 PU2578.The horizontal coordinates were scaled from a map and have
 PU2578.an estimated accuracy of +/- 6 seconds.
 PU2578
 PU2578.The orthometric height was determined by differential leveling and
 PU2578.adjusted by the NATIONAL GEODETIC SURVEY
 PU2578.in September 1993.
 PU2578
 PU2578.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2578.GEOID18 height accuracy estimate available here.
 PU2578
 PU2578.Click photographs - Photos may exist for this station.
 PU2578
 PU2578.The dynamic height is computed by dividing the NAVD 88
 PU2578.geopotential number by the normal gravity value computed on the
 PU2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2578.degrees latitude (g = 980.6199 gals.).
 PU2578
 PU2578.The modeled gravity was interpolated from observed gravity values.
 PU2578
 PU2578;                    North         East    Units  Estimated Accuracy
 PU2578;SPC SD N     -    62,210.      325,440.      MT  (+/- 180 meters Scaled)
 PU2578
 PU2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK240108(NAD 83)
 PU2578
 PU2578                          SUPERSEDED SURVEY CONTROL
 PU2578
 PU2578.No superseded survey control is available for this station.
 PU2578
 PU2578_MARKER: DB = BENCH MARK DISK
 PU2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2578_STAMPING: I90 37.35
 PU2578_MARK LOGO: SDDT
 PU2578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2578+STABILITY: SURFACE MOTION
 PU2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2578+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 PU2578
 PU2578  HISTORY     - Date     Condition        Report By
 PU2578  HISTORY     - UNK      MONUMENTED       SDDT
 PU2578  HISTORY     - 19910813 GOOD             NGS
 PU2578  HISTORY     - 20120802 GOOD             INDIV
 PU2578
 PU2578                          STATION DESCRIPTION
 PU2578
 PU2578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2578'11.5 KM (7.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2578'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 34.4 M (112.9 FT)
 PU2578'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2578'16.7 M (54.8 FT) SOUTHEAST OF THE NORTHEAST LEG OF A HIGHWAY
 PU2578'INFORMATION SIGN (EXIT 37 PLEASANT VALLEY ROAD), 1.9 M (6.2 FT) BELOW
 PU2578'THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) SOUTH OF A T-FENCE CORNER,
 PU2578'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 PU2578'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2578
 PU2578                          STATION RECOVERY (2012)
 PU2578
 PU2578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2577 ***********************************************************************
 PU2577  DESIGNATION -  I90 038.36
 PU2577  PID         -  PU2577
 PU2577  STATE/COUNTY-  SD/MEADE
 PU2577  COUNTRY     -  US
 PU2577  USGS QUAD   -  TILFORD (2017)
 PU2577
 PU2577                         *CURRENT SURVEY CONTROL
 PU2577  ______________________________________________________________________
 PU2577* NAD 83(1986) POSITION- 44 19 37.     (N) 103 26 07.     (W)   SCALED
 PU2577* NAVD 88 ORTHO HEIGHT -  1129.125 (meters)     3704.47  (feet) ADJUSTED
 PU2577  ______________________________________________________________________
 PU2577  GEOID HEIGHT    -        -15.259 (meters)                     GEOID18
 PU2577  DYNAMIC HEIGHT  -       1128.748 (meters)     3703.23  (feet) COMP
 PU2577  MODELED GRAVITY -    980,244.9   (mgal)                       NAVD 88
 PU2577
 PU2577  VERT ORDER      -  FIRST     CLASS II
 PU2577
 PU2577.The horizontal coordinates were scaled from a map and have
 PU2577.an estimated accuracy of +/- 6 seconds.
 PU2577
 PU2577.The orthometric height was determined by differential leveling and
 PU2577.adjusted by the NATIONAL GEODETIC SURVEY
 PU2577.in September 1993.
 PU2577
 PU2577.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2577.GEOID18 height accuracy estimate available here.
 PU2577
 PU2577.Click photographs - Photos may exist for this station.
 PU2577
 PU2577.The dynamic height is computed by dividing the NAVD 88
 PU2577.geopotential number by the normal gravity value computed on the
 PU2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2577.degrees latitude (g = 980.6199 gals.).
 PU2577
 PU2577.The modeled gravity was interpolated from observed gravity values.
 PU2577
 PU2577;                    North         East    Units  Estimated Accuracy
 PU2577;SPC SD N     -    60,670.      326,060.      MT  (+/- 180 meters Scaled)
 PU2577
 PU2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK247093(NAD 83)
 PU2577
 PU2577                          SUPERSEDED SURVEY CONTROL
 PU2577
 PU2577.No superseded survey control is available for this station.
 PU2577
 PU2577_MARKER: DB = BENCH MARK DISK
 PU2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2577_STAMPING: I90 38.36
 PU2577_MARK LOGO: SDDT
 PU2577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2577+STABILITY: SURFACE MOTION
 PU2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2577+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU2577
 PU2577  HISTORY     - Date     Condition        Report By
 PU2577  HISTORY     - UNK      MONUMENTED       SDDT
 PU2577  HISTORY     - 19910813 GOOD             NGS
 PU2577  HISTORY     - 20120802 POOR             INDIV
 PU2577
 PU2577                          STATION DESCRIPTION
 PU2577
 PU2577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2577'13.1 KM (8.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2577'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 55.7 M (182.7 FT)
 PU2577'SOUTHEAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN, 34.0 M
 PU2577'(111.5 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2577'HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.5 M
 PU2577'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 PU2577'WITH THE GROUND SURFACE.
 PU2577
 PU2577                          STATION RECOVERY (2012)
 PU2577
 PU2577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2577'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2576 ***********************************************************************
 PU2576  CBN         -  This is a Cooperative Base Network Control Station.
 PU2576  DESIGNATION -  I90 038.6
 PU2576  PID         -  PU2576
 PU2576  STATE/COUNTY-  SD/MEADE
 PU2576  COUNTRY     -  US
 PU2576  USGS QUAD   -  TILFORD (2017)
 PU2576
 PU2576                         *CURRENT SURVEY CONTROL
 PU2576  ______________________________________________________________________
 PU2576* NAD 83(2011) POSITION- 44 19 23.00556(N) 103 26 06.49318(W)   ADJUSTED
 PU2576* NAD 83(2011) ELLIP HT-  1116.390 (meters)        (06/27/12)   ADJUSTED
 PU2576* NAD 83(2011) EPOCH   -  2010.00
 PU2576* NAVD 88 ORTHO HEIGHT -  1131.641 (meters)     3712.73  (feet) ADJUSTED
 PU2576  ______________________________________________________________________
 PU2576  GEOID HEIGHT    -        -15.248 (meters)                     GEOID18
 PU2576  NAD 83(2011) X  - -1,062,108.263 (meters)                     COMP
 PU2576  NAD 83(2011) Y  - -4,446,167.259 (meters)                     COMP
 PU2576  NAD 83(2011) Z  -  4,434,623.067 (meters)                     COMP
 PU2576  LAPLACE CORR    -        -16.05  (seconds)                    DEFLEC18
 PU2576  DYNAMIC HEIGHT  -       1131.263 (meters)     3711.49  (feet) COMP
 PU2576  MODELED GRAVITY -    980,243.8   (mgal)                       NAVD 88
 PU2576
 PU2576  VERT ORDER      -  FIRST     CLASS II
 PU2576
 PU2576  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2576  Standards:
 PU2576         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2576            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2576  -------------------------------------------------------------------
 PU2576  NETWORK    1.12   3.33           0.52   0.36   1.70     -0.09722061
 PU2576  -------------------------------------------------------------------
 PU2576  Click here for local accuracies and other accuracy information.
 PU2576
 PU2576.The horizontal coordinates were established by GPS observations
 PU2576.and adjusted by the National Geodetic Survey in June 2012.
 PU2576
 PU2576.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2576.been affixed to the stable North American tectonic plate. See 
 PU2576.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2576
 PU2576.The horizontal coordinates are valid at the epoch date displayed above
 PU2576.which is a decimal equivalence of Year/Month/Day.
 PU2576
 PU2576.The orthometric height was determined by differential leveling and
 PU2576.adjusted by the NATIONAL GEODETIC SURVEY
 PU2576.in September 1993.
 PU2576
 PU2576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2576.GEOID18 height accuracy estimate available here.
 PU2576
 PU2576.Click photographs - Photos may exist for this station.
 PU2576
 PU2576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2576
 PU2576.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2576
 PU2576.The ellipsoidal height was determined by GPS observations
 PU2576.and is referenced to NAD 83.
 PU2576
 PU2576.The dynamic height is computed by dividing the NAVD 88
 PU2576.geopotential number by the normal gravity value computed on the
 PU2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2576.degrees latitude (g = 980.6199 gals.).
 PU2576
 PU2576.The modeled gravity was interpolated from observed gravity values.
 PU2576
 PU2576. The following values were computed from the NAD 83(2011) position.
 PU2576
 PU2576;                    North         East     Units Scale Factor Converg.
 PU2576;SPC SD N     -    60,232.532   326,057.060   MT  1.00001925   -2 25 52.2
 PU2576;SPC SD N     -   197,612.90  1,069,738.87   sFT  1.00001925   -2 25 52.2
 PU2576;UTM  13      - 4,908,945.830   624,779.131   MT  0.99979148   +1 05 36.7
 PU2576
 PU2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2576!SPC SD N     -   0.99982498  x   1.00001925  =   0.99984423
 PU2576!UTM  13      -   0.99982498  x   0.99979148  =   0.99961650
 PU2576
 PU2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2477908945(NAD 83)
 PU2576
 PU2576                          SUPERSEDED SURVEY CONTROL
 PU2576
 PU2576  NAD 83(2007)-  44 19 23.00543(N)    103 26 06.49431(W) AD(2002.00) 0
 PU2576  ELLIP H (02/10/07) 1116.418  (m)                       GP(2002.00)    
 PU2576  ELLIP H (04/15/04) 1116.412  (m)                       GP(       ) 2 1
 PU2576  NAD 83(1996)-  44 19 23.00470(N)    103 26 06.49433(W) AD(       ) B
 PU2576  ELLIP H (04/18/97) 1116.475  (m)                       GP(       ) 4 1
 PU2576  NAVD 88            1131.64   (m)         3712.7    (f) LEVELING    3  
 PU2576
 PU2576.Superseded values are not recommended for survey control.
 PU2576
 PU2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2576.See file dsdata.pdf to determine how the superseded data were derived.
 PU2576
 PU2576_MARKER: Z = SEE DESCRIPTION
 PU2576_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2576_STAMPING: I90-38.6
 PU2576_MARK LOGO: NGS
 PU2576_PROJECTION: PROJECTING 6 CENTIMETERS
 PU2576_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2576+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 PU2576_ROD/PIPE-DEPTH: 6.4 meters
 PU2576_SLEEVE-DEPTH  : 1.8 meters
 PU2576
 PU2576  HISTORY     - Date     Condition        Report By
 PU2576  HISTORY     - 1990     MONUMENTED       SDDT
 PU2576  HISTORY     - 19910813 GOOD             NGS
 PU2576  HISTORY     - 19960826 GOOD             NGS
 PU2576  HISTORY     - 20100611 GOOD             WOOLPT
 PU2576  HISTORY     - 20120802 GOOD             INDIV
 PU2576
 PU2576                          STATION DESCRIPTION
 PU2576
 PU2576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2576'13.5 KM (8.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2576'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS BALL
 PU2576'EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED
 PU2576'STEEL PIPE, 52.6 M (172.6 FT) NORTHEAST OF THE NEAR RAIL OF THE
 PU2576'CHICAGO AND NORTHWESTERN RAILROAD, 34.5 M (113.2 FT) EAST OF THE
 PU2576'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT)
 PU2576'BELOW THE LEVEL OF THE HIGHWAY, 2.1 M (6.9 FT) NORTHWEST OF A UTILITY
 PU2576'POLE, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 PU2576'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2576'THROUGH A 4-INCH PVC CAP.
 PU2576
 PU2576                          STATION RECOVERY (1996)
 PU2576
 PU2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2576'THE STATION IS LOCATED ABOUT 20.5 MI (33.0 KM) NORTHWEST OF RAPID
 PU2576'CITY, 7.5 MI (12.1 KM) SOUTHEAST OF STURGIS, AND 0.35 MI (0.56 KM)
 PU2576'NORTHWEST OF AN EASTBOUND HIGHWAY WEIGH STATION ON INTERSTATE HIGHWAY
 PU2576'90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 PU2576'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 34 (EXIT 30)
 PU2576'IN STURGIS, GO SOUTHEAST ON INTERSTATE HIGHWAY 90 FOR 8.4 MI (13.5 KM)
 PU2576'TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 PU2576'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 PU2576'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 54.3 M (178.1 FT) NORTH OF
 PU2576'THE CENTER OF THE SOUTHEAST END OF A RAILROAD TUNNEL UNDER THE
 PU2576'HIGHWAY, 34.6 M (113.5 FT) EAST OF THE CENTERLINE OF THE WESTBOUND
 PU2576'HIGHWAY, 21.3 M (69.9 FT) SOUTH OF THE EXTENDED CENTER OF A HIGHWAY
 PU2576'CROSSOVER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 2.1 M (6.9
 PU2576'FT) NORTHWEST OF UTILITY POLE NUMBER 50, 0.4 M (1.3 FT) WEST OF A
 PU2576'WITNESS POST AND FENCE, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST, AND
 PU2576'0.08 M (0.26 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM
 PU2576'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 PU2576
 PU2576                          STATION RECOVERY (2010)
 PU2576
 PU2576'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 PU2576'RECOVERED AS DESCRIBED
 PU2576
 PU2576                          STATION RECOVERY (2012)
 PU2576
 PU2576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2575 ***********************************************************************
 PU2575  DESIGNATION -  I90 039.29
 PU2575  PID         -  PU2575
 PU2575  STATE/COUNTY-  SD/MEADE
 PU2575  COUNTRY     -  US
 PU2575  USGS QUAD   -  TILFORD (2017)
 PU2575
 PU2575                         *CURRENT SURVEY CONTROL
 PU2575  ______________________________________________________________________
 PU2575* NAD 83(1986) POSITION- 44 18 49.     (N) 103 26 09.     (W)   SCALED
 PU2575* NAVD 88 ORTHO HEIGHT -  1108.881 (meters)     3638.05  (feet) ADJUSTED
 PU2575  ______________________________________________________________________
 PU2575  GEOID HEIGHT    -        -15.215 (meters)                     GEOID18
 PU2575  DYNAMIC HEIGHT  -       1108.505 (meters)     3636.82  (feet) COMP
 PU2575  MODELED GRAVITY -    980,240.4   (mgal)                       NAVD 88
 PU2575
 PU2575  VERT ORDER      -  FIRST     CLASS II
 PU2575
 PU2575.The horizontal coordinates were scaled from a map and have
 PU2575.an estimated accuracy of +/- 6 seconds.
 PU2575
 PU2575.The orthometric height was determined by differential leveling and
 PU2575.adjusted by the NATIONAL GEODETIC SURVEY
 PU2575.in September 1993.
 PU2575
 PU2575.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2575.GEOID18 height accuracy estimate available here.
 PU2575
 PU2575.Click photographs - Photos may exist for this station.
 PU2575
 PU2575.The dynamic height is computed by dividing the NAVD 88
 PU2575.geopotential number by the normal gravity value computed on the
 PU2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2575.degrees latitude (g = 980.6199 gals.).
 PU2575
 PU2575.The modeled gravity was interpolated from observed gravity values.
 PU2575
 PU2575;                    North         East    Units  Estimated Accuracy
 PU2575;SPC SD N     -    59,190.      325,960.      MT  (+/- 180 meters Scaled)
 PU2575
 PU2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK247078(NAD 83)
 PU2575
 PU2575                          SUPERSEDED SURVEY CONTROL
 PU2575
 PU2575.No superseded survey control is available for this station.
 PU2575
 PU2575_MARKER: DB = BENCH MARK DISK
 PU2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2575_STAMPING: I90 39.29
 PU2575_MARK LOGO: SDDT
 PU2575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2575+STABILITY: SURFACE MOTION
 PU2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2575+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU2575
 PU2575  HISTORY     - Date     Condition        Report By
 PU2575  HISTORY     - UNK      MONUMENTED       SDDT
 PU2575  HISTORY     - 19910813 GOOD             NGS
 PU2575  HISTORY     - 20120806 GOOD             INDIV
 PU2575
 PU2575                          STATION DESCRIPTION
 PU2575
 PU2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2575'14.6 KM (9.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2575'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, NEAR THE CENTER OF
 PU2575'2 BRACED FENCE POSTS, 34.5 M (113.2 FT) EAST OF THE CENTERLINE OF THE
 PU2575'WESTBOUND LANES OF THE HIGHWAY, 32.4 M (106.3 FT) NORTHEAST OF THE
 PU2575'NORTHEAST CORNER OF A TRIPLE BOX CULVERT, 1.4 M (4.6 FT) BELOW THE
 PU2575'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 PU2575'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2575
 PU2575                          STATION RECOVERY (2012)
 PU2575
 PU2575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2574 ***********************************************************************
 PU2574  DESIGNATION -  I90 040.31
 PU2574  PID         -  PU2574
 PU2574  STATE/COUNTY-  SD/MEADE
 PU2574  COUNTRY     -  US
 PU2574  USGS QUAD   -  TILFORD (2017)
 PU2574
 PU2574                         *CURRENT SURVEY CONTROL
 PU2574  ______________________________________________________________________
 PU2574* NAD 83(1986) POSITION- 44 17 56.77   (N) 103 25 58.03   (W)   HD_HELD1
 PU2574* NAVD 88 ORTHO HEIGHT -  1101.547 (meters)     3613.99  (feet) ADJUSTED
 PU2574  ______________________________________________________________________
 PU2574  GEOID HEIGHT    -        -15.193 (meters)                     GEOID18
 PU2574  DYNAMIC HEIGHT  -       1101.170 (meters)     3612.76  (feet) COMP
 PU2574  MODELED GRAVITY -    980,237.5   (mgal)                       NAVD 88
 PU2574
 PU2574  VERT ORDER      -  FIRST     CLASS II
 PU2574
 PU2574.The horizontal coordinates were determined by differentially corrected
 PU2574.hand held GPS observations or other comparable positioning techniques
 PU2574.and have an estimated accuracy of +/- 3 meters.
 PU2574
 PU2574.The orthometric height was determined by differential leveling and
 PU2574.adjusted by the NATIONAL GEODETIC SURVEY
 PU2574.in September 1993.
 PU2574
 PU2574.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2574.GEOID18 height accuracy estimate available here.
 PU2574
 PU2574.Click photographs - Photos may exist for this station.
 PU2574
 PU2574.The dynamic height is computed by dividing the NAVD 88
 PU2574.geopotential number by the normal gravity value computed on the
 PU2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2574.degrees latitude (g = 980.6199 gals.).
 PU2574
 PU2574.The modeled gravity was interpolated from observed gravity values.
 PU2574
 PU2574;                    North         East    Units  Estimated Accuracy
 PU2574;SPC SD N     -    57,565.2     326,131.6     MT  (+/- 3 meters HH1 GPS) 
 PU2574
 PU2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2501706288(NAD 83)
 PU2574
 PU2574                          SUPERSEDED SURVEY CONTROL
 PU2574
 PU2574.No superseded survey control is available for this station.
 PU2574
 PU2574_MARKER: Z = SEE DESCRIPTION
 PU2574_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2574_STAMPING: I90 40.31
 PU2574_MARK LOGO: SDDT
 PU2574_PROJECTION: PROJECTING 6 CENTIMETERS
 PU2574_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2574+STABILITY: POSITION/ELEVATION WELL
 PU2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2574+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU2574_ROD/PIPE-DEPTH: 6.4 meters
 PU2574_SLEEVE-DEPTH  : 2.0 meters
 PU2574
 PU2574  HISTORY     - Date     Condition        Report By
 PU2574  HISTORY     - 1990     MONUMENTED       SDDT
 PU2574  HISTORY     - 19910813 GOOD             NGS
 PU2574  HISTORY     - 20120806 GOOD             INDIV
 PU2574
 PU2574                          STATION DESCRIPTION
 PU2574
 PU2574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2574'16.2 KM (10.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2574'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, A STAINLESS STEEL
 PU2574'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2574'GALVANIZED STEEL PIPE, 116.0 M (380.6 FT) SOUTHEAST OF THE SOUTHEAST
 PU2574'CORNER OF OVERPASS NUMBER 57-069-510, 50.3 M (165.0 FT) NORTHEAST OF
 PU2574'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 42.6 M (139.8
 PU2574'FT) WEST OF THE CENTER OF THE WESTBOUND OFF-RAMP (EXIT 40), 5.0 M
 PU2574'(16.4 FT) SOUTH OF A 12-INCH ELM TREE, 0.6 M (2.0 FT) BELOW THE LEVEL
 PU2574'OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 PU2574'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2574'THROUGH A 4-INCH PVC CAP.
 PU2574
 PU2574                          STATION RECOVERY (2012)
 PU2574
 PU2574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2573 ***********************************************************************
 PU2573  DESIGNATION -  I90 041.13
 PU2573  PID         -  PU2573
 PU2573  STATE/COUNTY-  SD/MEADE
 PU2573  COUNTRY     -  US
 PU2573  USGS QUAD   -  TILFORD (2017)
 PU2573
 PU2573                         *CURRENT SURVEY CONTROL
 PU2573  ______________________________________________________________________
 PU2573* NAD 83(1986) POSITION- 44 17 16.     (N) 103 25 36.     (W)   SCALED
 PU2573* NAVD 88 ORTHO HEIGHT -  1088.358 (meters)     3570.72  (feet) ADJUSTED
 PU2573  ______________________________________________________________________
 PU2573  GEOID HEIGHT    -        -15.198 (meters)                     GEOID18
 PU2573  DYNAMIC HEIGHT  -       1087.985 (meters)     3569.50  (feet) COMP
 PU2573  MODELED GRAVITY -    980,237.0   (mgal)                       NAVD 88
 PU2573
 PU2573  VERT ORDER      -  FIRST     CLASS II
 PU2573
 PU2573.The horizontal coordinates were scaled from a map and have
 PU2573.an estimated accuracy of +/- 6 seconds.
 PU2573
 PU2573.The orthometric height was determined by differential leveling and
 PU2573.adjusted by the NATIONAL GEODETIC SURVEY
 PU2573.in September 1993.
 PU2573
 PU2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2573.GEOID18 height accuracy estimate available here.
 PU2573
 PU2573.Click photographs - Photos may exist for this station.
 PU2573
 PU2573.The dynamic height is computed by dividing the NAVD 88
 PU2573.geopotential number by the normal gravity value computed on the
 PU2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2573.degrees latitude (g = 980.6199 gals.).
 PU2573
 PU2573.The modeled gravity was interpolated from observed gravity values.
 PU2573
 PU2573;                    North         East    Units  Estimated Accuracy
 PU2573;SPC SD N     -    56,290.      326,570.      MT  (+/- 180 meters Scaled)
 PU2573
 PU2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK255050(NAD 83)
 PU2573
 PU2573                          SUPERSEDED SURVEY CONTROL
 PU2573
 PU2573.No superseded survey control is available for this station.
 PU2573
 PU2573_MARKER: DB = BENCH MARK DISK
 PU2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2573_STAMPING: I90 41.13
 PU2573_MARK LOGO: SDDT
 PU2573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2573+STABILITY: SURFACE MOTION
 PU2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2573+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU2573
 PU2573  HISTORY     - Date     Condition        Report By
 PU2573  HISTORY     - UNK      MONUMENTED       SDDT
 PU2573  HISTORY     - 19910813 GOOD             NGS
 PU2573  HISTORY     - 20120806 GOOD             INDIV
 PU2573
 PU2573                          STATION DESCRIPTION
 PU2573
 PU2573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2573'17.6 KM (10.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2573'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 38.0 M (124.7 FT)
 PU2573'NORTHWEST OF A UTILITY POLE, 33.4 M (109.6 FT) NORTHEAST OF THE
 PU2573'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8.8 M (28.9 FT)
 PU2573'SOUTHEAST OF THE MOST SOUTHERLY OF 2 PINE TREES, 1.5 M (4.9 FT)
 PU2573'SOUTHWEST OF A FENCE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU2573'0.5 M (1.6 FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 PU2573'FLUSH WITH THE GROUND SURFACE.
 PU2573
 PU2573                          STATION RECOVERY (2012)
 PU2573
 PU2573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2572 ***********************************************************************
 PU2572  DESIGNATION -  I90 042.00
 PU2572  PID         -  PU2572
 PU2572  STATE/COUNTY-  SD/MEADE
 PU2572  COUNTRY     -  US
 PU2572  USGS QUAD   -  TILFORD (2017)
 PU2572
 PU2572                         *CURRENT SURVEY CONTROL
 PU2572  ______________________________________________________________________
 PU2572* NAD 83(1986) POSITION- 44 16 36.     (N) 103 25 08.     (W)   SCALED
 PU2572* NAVD 88 ORTHO HEIGHT -  1090.843 (meters)     3578.87  (feet) ADJUSTED
 PU2572  ______________________________________________________________________
 PU2572  GEOID HEIGHT    -        -15.214 (meters)                     GEOID18
 PU2572  DYNAMIC HEIGHT  -       1090.470 (meters)     3577.65  (feet) COMP
 PU2572  MODELED GRAVITY -    980,238.2   (mgal)                       NAVD 88
 PU2572
 PU2572  VERT ORDER      -  FIRST     CLASS II
 PU2572
 PU2572.The horizontal coordinates were scaled from a map and have
 PU2572.an estimated accuracy of +/- 6 seconds.
 PU2572
 PU2572.The orthometric height was determined by differential leveling and
 PU2572.adjusted by the NATIONAL GEODETIC SURVEY
 PU2572.in September 1993.
 PU2572
 PU2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2572.GEOID18 height accuracy estimate available here.
 PU2572
 PU2572.Click photographs - Photos may exist for this station.
 PU2572
 PU2572.The dynamic height is computed by dividing the NAVD 88
 PU2572.geopotential number by the normal gravity value computed on the
 PU2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2572.degrees latitude (g = 980.6199 gals.).
 PU2572
 PU2572.The modeled gravity was interpolated from observed gravity values.
 PU2572
 PU2572;                    North         East    Units  Estimated Accuracy
 PU2572;SPC SD N     -    55,030.      327,130.      MT  (+/- 180 meters Scaled)
 PU2572
 PU2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK261038(NAD 83)
 PU2572
 PU2572                          SUPERSEDED SURVEY CONTROL
 PU2572
 PU2572.No superseded survey control is available for this station.
 PU2572
 PU2572_MARKER: DB = BENCH MARK DISK
 PU2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2572_STAMPING: I90 42.00
 PU2572_MARK LOGO: SDDT
 PU2572_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2572+STABILITY: SURFACE MOTION
 PU2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2572+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU2572
 PU2572  HISTORY     - Date     Condition        Report By
 PU2572  HISTORY     - UNK      MONUMENTED       SDDT
 PU2572  HISTORY     - 19910813 GOOD             NGS
 PU2572  HISTORY     - 20120806 GOOD             INDIV
 PU2572
 PU2572                          STATION DESCRIPTION
 PU2572
 PU2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2572'19.0 KM (11.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2572'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 29.4 M (96.5 FT)
 PU2572'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2572'24.8 M (81.4 FT) SOUTHWEST OF THE NEAR RAIL OF THE CHICAGO AND
 PU2572'NORTHWESTERN RAILROAD, 17.6 M (57.7 FT) NORTHEAST OF MILEPOST 42, 0.6
 PU2572'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST
 PU2572'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2572
 PU2572                          STATION RECOVERY (2012)
 PU2572
 PU2572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2571 ***********************************************************************
 PU2571  DESIGNATION -  I90 042.8
 PU2571  PID         -  PU2571
 PU2571  STATE/COUNTY-  SD/MEADE
 PU2571  COUNTRY     -  US
 PU2571  USGS QUAD   -  TILFORD (2017)
 PU2571
 PU2571                         *CURRENT SURVEY CONTROL
 PU2571  ______________________________________________________________________
 PU2571* NAD 83(1986) POSITION- 44 15 57.     (N) 103 24 44.     (W)   SCALED
 PU2571* NAVD 88 ORTHO HEIGHT -  1081.125 (meters)     3546.99  (feet) ADJUSTED
 PU2571  ______________________________________________________________________
 PU2571  GEOID HEIGHT    -        -15.224 (meters)                     GEOID18
 PU2571  DYNAMIC HEIGHT  -       1080.756 (meters)     3545.78  (feet) COMP
 PU2571  MODELED GRAVITY -    980,239.2   (mgal)                       NAVD 88
 PU2571
 PU2571  VERT ORDER      -  FIRST     CLASS II
 PU2571
 PU2571.The horizontal coordinates were scaled from a map and have
 PU2571.an estimated accuracy of +/- 6 seconds.
 PU2571
 PU2571.The orthometric height was determined by differential leveling and
 PU2571.adjusted by the NATIONAL GEODETIC SURVEY
 PU2571.in September 1993.
 PU2571
 PU2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2571.GEOID18 height accuracy estimate available here.
 PU2571
 PU2571.Click photographs - Photos may exist for this station.
 PU2571
 PU2571.The dynamic height is computed by dividing the NAVD 88
 PU2571.geopotential number by the normal gravity value computed on the
 PU2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2571.degrees latitude (g = 980.6199 gals.).
 PU2571
 PU2571.The modeled gravity was interpolated from observed gravity values.
 PU2571
 PU2571;                    North         East    Units  Estimated Accuracy
 PU2571;SPC SD N     -    53,800.      327,620.      MT  (+/- 180 meters Scaled)
 PU2571
 PU2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK267026(NAD 83)
 PU2571
 PU2571                          SUPERSEDED SURVEY CONTROL
 PU2571
 PU2571.No superseded survey control is available for this station.
 PU2571
 PU2571_MARKER: P = PIPE CAP
 PU2571_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2571_PROJECTION: PROJECTING 4 CENTIMETERS
 PU2571_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2571+STABILITY: POSITION/ELEVATION WELL
 PU2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2571+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU2571_ROD/PIPE-DEPTH: 6.4 meters
 PU2571_SLEEVE-DEPTH  : 3.0 meters
 PU2571
 PU2571  HISTORY     - Date     Condition        Report By
 PU2571  HISTORY     - 1983     MONUMENTED       SDDT
 PU2571  HISTORY     - 19910813 GOOD             NGS
 PU2571  HISTORY     - 20120806 GOOD             INDIV
 PU2571
 PU2571                          STATION DESCRIPTION
 PU2571
 PU2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2571'20.3 KM (12.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2571'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 46.6 M (152.9 FT)
 PU2571'NORTH OF THE NORTH CORNER OF BRIDGE NUMBER 47-080-534, 29.5 M (96.8
 PU2571'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2571'HIGHWAY, 14.9 M (48.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE CHICAGO
 PU2571'AND NORTHWESTERN RAILROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU2571'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 PU2571'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 PU2571'THE MARK IS UNSTAMPED.
 PU2571
 PU2571                          STATION RECOVERY (2012)
 PU2571
 PU2571'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2570 ***********************************************************************
 PU2570  DESIGNATION -  I90 043.24
 PU2570  PID         -  PU2570
 PU2570  STATE/COUNTY-  SD/MEADE
 PU2570  COUNTRY     -  US
 PU2570  USGS QUAD   -  TILFORD (2017)
 PU2570
 PU2570                         *CURRENT SURVEY CONTROL
 PU2570  ______________________________________________________________________
 PU2570* NAD 83(1986) POSITION- 44 15 36.     (N) 103 24 29.     (W)   SCALED
 PU2570* NAVD 88 ORTHO HEIGHT -  1071.308 (meters)     3514.78  (feet) ADJUSTED
 PU2570  ______________________________________________________________________
 PU2570  GEOID HEIGHT    -        -15.232 (meters)                     GEOID18
 PU2570  DYNAMIC HEIGHT  -       1070.943 (meters)     3513.59  (feet) COMP
 PU2570  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 PU2570
 PU2570  VERT ORDER      -  FIRST     CLASS II
 PU2570
 PU2570.The horizontal coordinates were scaled from a map and have
 PU2570.an estimated accuracy of +/- 6 seconds.
 PU2570
 PU2570.The orthometric height was determined by differential leveling and
 PU2570.adjusted by the NATIONAL GEODETIC SURVEY
 PU2570.in September 1993.
 PU2570
 PU2570.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2570.GEOID18 height accuracy estimate available here.
 PU2570
 PU2570.Click photographs - Photos may exist for this station.
 PU2570
 PU2570.The dynamic height is computed by dividing the NAVD 88
 PU2570.geopotential number by the normal gravity value computed on the
 PU2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2570.degrees latitude (g = 980.6199 gals.).
 PU2570
 PU2570.The modeled gravity was interpolated from observed gravity values.
 PU2570
 PU2570;                    North         East    Units  Estimated Accuracy
 PU2570;SPC SD N     -    53,140.      327,920.      MT  (+/- 180 meters Scaled)
 PU2570
 PU2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK270019(NAD 83)
 PU2570
 PU2570                          SUPERSEDED SURVEY CONTROL
 PU2570
 PU2570.No superseded survey control is available for this station.
 PU2570
 PU2570_MARKER: DB = BENCH MARK DISK
 PU2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2570_STAMPING: I90 43.24
 PU2570_MARK LOGO: SDDT
 PU2570_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2570+STABILITY: SURFACE MOTION
 PU2570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2570+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 PU2570
 PU2570  HISTORY     - Date     Condition        Report By
 PU2570  HISTORY     - UNK      MONUMENTED       SDDT
 PU2570  HISTORY     - 19910813 GOOD             NGS
 PU2570  HISTORY     - 20120815 GOOD             INDIV
 PU2570
 PU2570                          STATION DESCRIPTION
 PU2570
 PU2570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2570'21.0 KM (13.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2570'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 55.5 M (182.1 FT)
 PU2570'SOUTHEAST OF THE NORTHEAST END OF A CULVERT, 28.2 M (92.5 FT)
 PU2570'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2570'15.9 M (52.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE CHICAGO AND
 PU2570'NORTHWESTERN RAILROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU2570'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 PU2570'WITH THE GROUND SURFACE.
 PU2570
 PU2570                          STATION RECOVERY (2012)
 PU2570
 PU2570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2568 ***********************************************************************
 PU2568  DESIGNATION -  I90 044.1
 PU2568  PID         -  PU2568
 PU2568  STATE/COUNTY-  SD/MEADE
 PU2568  COUNTRY     -  US
 PU2568  USGS QUAD   -  PIEDMONT (2017)
 PU2568
 PU2568                         *CURRENT SURVEY CONTROL
 PU2568  ______________________________________________________________________
 PU2568* NAD 83(1986) POSITION- 44 14 56.     (N) 103 24 05.     (W)   SCALED
 PU2568* NAVD 88 ORTHO HEIGHT -  1071.637 (meters)     3515.86  (feet) ADJUSTED
 PU2568  ______________________________________________________________________
 PU2568  GEOID HEIGHT    -        -15.236 (meters)                     GEOID18
 PU2568  DYNAMIC HEIGHT  -       1071.274 (meters)     3514.67  (feet) COMP
 PU2568  MODELED GRAVITY -    980,242.3   (mgal)                       NAVD 88
 PU2568
 PU2568  VERT ORDER      -  FIRST     CLASS II
 PU2568
 PU2568.The horizontal coordinates were scaled from a map and have
 PU2568.an estimated accuracy of +/- 6 seconds.
 PU2568
 PU2568.The orthometric height was determined by differential leveling and
 PU2568.adjusted by the NATIONAL GEODETIC SURVEY
 PU2568.in September 1993.
 PU2568
 PU2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2568.GEOID18 height accuracy estimate available here.
 PU2568
 PU2568.Click photographs - Photos may exist for this station.
 PU2568
 PU2568.The dynamic height is computed by dividing the NAVD 88
 PU2568.geopotential number by the normal gravity value computed on the
 PU2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2568.degrees latitude (g = 980.6199 gals.).
 PU2568
 PU2568.The modeled gravity was interpolated from observed gravity values.
 PU2568
 PU2568;                    North         East    Units  Estimated Accuracy
 PU2568;SPC SD N     -    51,890.      328,400.      MT  (+/- 180 meters Scaled)
 PU2568
 PU2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK276007(NAD 83)
 PU2568
 PU2568                          SUPERSEDED SURVEY CONTROL
 PU2568
 PU2568.No superseded survey control is available for this station.
 PU2568
 PU2568_MARKER: P = PIPE CAP
 PU2568_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2568_MARK LOGO: NONE
 PU2568_PROJECTION: FLUSH
 PU2568_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2568+STABILITY: POSITION/ELEVATION WELL
 PU2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2568+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 PU2568_ROD/PIPE-DEPTH: 6.4 meters
 PU2568_SLEEVE-DEPTH  : 3.0 meters
 PU2568
 PU2568  HISTORY     - Date     Condition        Report By
 PU2568  HISTORY     - 1981     MONUMENTED       SDDT
 PU2568  HISTORY     - 19910726 GOOD             NGS
 PU2568  HISTORY     - 20120815 GOOD             INDIV
 PU2568
 PU2568                          STATION DESCRIPTION
 PU2568
 PU2568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2568'18.8 KM (11.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2568'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 88.0 M (288.7
 PU2568'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE NUMBER 47-085-545,
 PU2568'27.6 M (90.6 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 PU2568'OF THE HIGHWAY, 18.0 M (59.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 PU2568'CHICAGO AND NORTHWESTERN RAILROAD, AND 1.8 M (5.9 FT) BELOW THE LEVEL
 PU2568'OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST.
 PU2568'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 PU2568'THE MARK IS UNSTAMPED.
 PU2568
 PU2568                          STATION RECOVERY (2012)
 PU2568
 PU2568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2567 ***********************************************************************
 PU2567  DESIGNATION -  I90 044.66
 PU2567  PID         -  PU2567
 PU2567  STATE/COUNTY-  SD/MEADE
 PU2567  COUNTRY     -  US
 PU2567  USGS QUAD   -  PIEDMONT (2017)
 PU2567
 PU2567                         *CURRENT SURVEY CONTROL
 PU2567  ______________________________________________________________________
 PU2567* NAD 83(1986) POSITION- 44 14 32.     (N) 103 23 51.     (W)   SCALED
 PU2567* NAVD 88 ORTHO HEIGHT -  1071.696 (meters)     3516.06  (feet) ADJUSTED
 PU2567  ______________________________________________________________________
 PU2567  GEOID HEIGHT    -        -15.238 (meters)                     GEOID18
 PU2567  DYNAMIC HEIGHT  -       1071.333 (meters)     3514.87  (feet) COMP
 PU2567  MODELED GRAVITY -    980,242.8   (mgal)                       NAVD 88
 PU2567
 PU2567  VERT ORDER      -  FIRST     CLASS II
 PU2567
 PU2567.The horizontal coordinates were scaled from a map and have
 PU2567.an estimated accuracy of +/- 6 seconds.
 PU2567
 PU2567.The orthometric height was determined by differential leveling and
 PU2567.adjusted by the NATIONAL GEODETIC SURVEY
 PU2567.in September 1993.
 PU2567
 PU2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2567.GEOID18 height accuracy estimate available here.
 PU2567
 PU2567.Click photographs - Photos may exist for this station.
 PU2567
 PU2567.The dynamic height is computed by dividing the NAVD 88
 PU2567.geopotential number by the normal gravity value computed on the
 PU2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2567.degrees latitude (g = 980.6199 gals.).
 PU2567
 PU2567.The modeled gravity was interpolated from observed gravity values.
 PU2567
 PU2567;                    North         East    Units  Estimated Accuracy
 PU2567;SPC SD N     -    51,130.      328,680.      MT  (+/- 180 meters Scaled)
 PU2567
 PU2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK279000(NAD 83)
 PU2567
 PU2567                          SUPERSEDED SURVEY CONTROL
 PU2567
 PU2567.No superseded survey control is available for this station.
 PU2567
 PU2567_MARKER: Z = SEE DESCRIPTION
 PU2567_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2567_STAMPING: I90 44.66
 PU2567_MARK LOGO: NGS
 PU2567_PROJECTION: PROJECTING 5 CENTIMETERS
 PU2567_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2567+STABILITY: POSITION/ELEVATION WELL
 PU2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2567+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2012
 PU2567_ROD/PIPE-DEPTH: 6.4 meters
 PU2567_SLEEVE-DEPTH  : 2.0 meters
 PU2567
 PU2567  HISTORY     - Date     Condition        Report By
 PU2567  HISTORY     - 1990     MONUMENTED       SDDT
 PU2567  HISTORY     - 19910726 GOOD             NGS
 PU2567  HISTORY     - 20120427 GOOD             INDIV
 PU2567
 PU2567                          STATION DESCRIPTION
 PU2567
 PU2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2567'18.0 KM (11.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2567'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2567'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2567'GALVANIZED STEEL PIPE, 33.7 M (110.6 FT) SOUTHEAST OF THE CENTER OF
 PU2567'THE EASTBOUND LANES OF THE HIGHWAY, 32.9 M (107.9 FT) WEST OF THE
 PU2567'NORTHWEST CORNER OF BRIDGE NUMBER 47-088-551, 12.1 M (39.7 FT) NORTH
 PU2567'OF THE CENTERLINE OF A COUNTY ROAD, 9.2 M (30.2 FT) EAST OF THE
 PU2567'CENTER OF AN EASTBOUND OFF-RAMP (EXIT 44), 0.5 M (1.6 FT) NORTHEAST
 PU2567'OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE RAMP.
 PU2567'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2567'THROUGH A 4-INCH PVC CAP.
 PU2567
 PU2567                          STATION RECOVERY (2012)
 PU2567
 PU2567'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2567'NEEDS ACCESS CAP
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2566 ***********************************************************************
 PU2566  DESIGNATION -  I90 045.47
 PU2566  PID         -  PU2566
 PU2566  STATE/COUNTY-  SD/MEADE
 PU2566  COUNTRY     -  US
 PU2566  USGS QUAD   -  PIEDMONT (2017)
 PU2566
 PU2566                         *CURRENT SURVEY CONTROL
 PU2566  ______________________________________________________________________
 PU2566* NAD 83(1986) POSITION- 44 13 53.     (N) 103 23 13.     (W)   SCALED
 PU2566* NAVD 88 ORTHO HEIGHT -  1061.254 (meters)     3481.80  (feet) ADJUSTED
 PU2566  ______________________________________________________________________
 PU2566  GEOID HEIGHT    -        -15.261 (meters)                     GEOID18
 PU2566  DYNAMIC HEIGHT  -       1060.888 (meters)     3480.60  (feet) COMP
 PU2566  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 PU2566
 PU2566  VERT ORDER      -  FIRST     CLASS II
 PU2566
 PU2566.The horizontal coordinates were scaled from a map and have
 PU2566.an estimated accuracy of +/- 6 seconds.
 PU2566
 PU2566.The orthometric height was determined by differential leveling and
 PU2566.adjusted by the NATIONAL GEODETIC SURVEY
 PU2566.in September 1993.
 PU2566
 PU2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2566.GEOID18 height accuracy estimate available here.
 PU2566
 PU2566.Click photographs - Photos may exist for this station.
 PU2566
 PU2566.The dynamic height is computed by dividing the NAVD 88
 PU2566.geopotential number by the normal gravity value computed on the
 PU2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2566.degrees latitude (g = 980.6199 gals.).
 PU2566
 PU2566.The modeled gravity was interpolated from observed gravity values.
 PU2566
 PU2566;                    North         East    Units  Estimated Accuracy
 PU2566;SPC SD N     -    49,890.      329,470.      MT  (+/- 180 meters Scaled)
 PU2566
 PU2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ288988(NAD 83)
 PU2566
 PU2566                          SUPERSEDED SURVEY CONTROL
 PU2566
 PU2566.No superseded survey control is available for this station.
 PU2566
 PU2566_MARKER: DB = BENCH MARK DISK
 PU2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2566_STAMPING: I90 45.47
 PU2566_MARK LOGO: SDDT
 PU2566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2566+STABILITY: SURFACE MOTION
 PU2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2566+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2566
 PU2566  HISTORY     - Date     Condition        Report By
 PU2566  HISTORY     - 1990     MONUMENTED       SDDT
 PU2566  HISTORY     - 19910726 GOOD             NGS
 PU2566  HISTORY     - 20120427 MARK NOT FOUND   INDIV
 PU2566
 PU2566                          STATION DESCRIPTION
 PU2566
 PU2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2566'16.6 KM (10.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2566'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 11.7 M (38.4 FT)
 PU2566'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2566'9.6 M (31.5 FT) SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 PU2566'THE HIGHWAY, 6.7 M (22.0 FT) SOUTHEAST OF THE CENTER OF A MANHOLE
 PU2566'COVER, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT) BELOW
 PU2566'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2566'SURFACE.
 PU2566
 PU2566                          STATION RECOVERY (2012)
 PU2566
 PU2566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2566'DESROYED IN ROAD CONST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2565 ***********************************************************************
 PU2565  DESIGNATION -  I90 046.1
 PU2565  PID         -  PU2565
 PU2565  STATE/COUNTY-  SD/MEADE
 PU2565  COUNTRY     -  US
 PU2565  USGS QUAD   -  PIEDMONT (2017)
 PU2565
 PU2565                         *CURRENT SURVEY CONTROL
 PU2565  ______________________________________________________________________
 PU2565* NAD 83(1986) POSITION- 44 13 24.81   (N) 103 22 42.04   (W)   HD_HELD1
 PU2565* NAVD 88 ORTHO HEIGHT -  1062.411 (meters)     3485.59  (feet) ADJUSTED
 PU2565  ______________________________________________________________________
 PU2565  GEOID HEIGHT    -        -15.280 (meters)                     GEOID18
 PU2565  DYNAMIC HEIGHT  -       1062.042 (meters)     3484.38  (feet) COMP
 PU2565  MODELED GRAVITY -    980,234.6   (mgal)                       NAVD 88
 PU2565
 PU2565  VERT ORDER      -  FIRST     CLASS II
 PU2565
 PU2565.The horizontal coordinates were determined by differentially corrected
 PU2565.hand held GPS observations or other comparable positioning techniques
 PU2565.and have an estimated accuracy of +/- 3 meters.
 PU2565
 PU2565.The orthometric height was determined by differential leveling and
 PU2565.adjusted by the NATIONAL GEODETIC SURVEY
 PU2565.in September 1993.
 PU2565
 PU2565.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2565.GEOID18 height accuracy estimate available here.
 PU2565
 PU2565.Click photographs - Photos may exist for this station.
 PU2565
 PU2565.The dynamic height is computed by dividing the NAVD 88
 PU2565.geopotential number by the normal gravity value computed on the
 PU2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2565.degrees latitude (g = 980.6199 gals.).
 PU2565
 PU2565.The modeled gravity was interpolated from observed gravity values.
 PU2565
 PU2565;                    North         East    Units  Estimated Accuracy
 PU2565;SPC SD N     -    48,995.2     330,122.2     MT  (+/- 3 meters HH1 GPS) 
 PU2565
 PU2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2952697982(NAD 83)
 PU2565
 PU2565                          SUPERSEDED SURVEY CONTROL
 PU2565
 PU2565.No superseded survey control is available for this station.
 PU2565
 PU2565_MARKER: P = PIPE CAP
 PU2565_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2565_MARK LOGO: NONE
 PU2565_PROJECTION: FLUSH
 PU2565_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2565+STABILITY: POSITION/ELEVATION WELL
 PU2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2565+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 PU2565_ROD/PIPE-DEPTH: 6.4 meters
 PU2565_SLEEVE-DEPTH  : 3.0 meters
 PU2565
 PU2565  HISTORY     - Date     Condition        Report By
 PU2565  HISTORY     - 1981     MONUMENTED       SDDT
 PU2565  HISTORY     - 19910726 GOOD             NGS
 PU2565  HISTORY     - 20120402 GOOD             INDIV
 PU2565
 PU2565                          STATION DESCRIPTION
 PU2565
 PU2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2565'15.5 KM (9.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2565'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 48.7 M (159.8
 PU2565'FT) SOUTH OF THE SOUTHWEST CORNER OF BRIDGE NUMBER 47-098-563, 33.2 M
 PU2565'(108.9 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU2565'HIGHWAY, 13.2 M (43.3 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE
 PU2565'OF AN EASTBOUND ON-RAMP (EXIT 46), AND 1.3 M (4.3 FT) NORTHEAST OF A
 PU2565'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 PU2565'PVC SCREW CAP.  THERE IS A SDDT ALUMINUM TAG STAMPED BM NO. A6 ELEV
 PU2565'3483.864 ATTACHED TO THE CONCRETE MONUMENT.
 PU2565
 PU2565                          STATION RECOVERY (2012)
 PU2565
 PU2565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2564 ***********************************************************************
 PU2564  DESIGNATION -  I90 046.39
 PU2564  PID         -  PU2564
 PU2564  STATE/COUNTY-  SD/MEADE
 PU2564  COUNTRY     -  US
 PU2564  USGS QUAD   -  BLACKHAWK (2017)
 PU2564
 PU2564                         *CURRENT SURVEY CONTROL
 PU2564  ______________________________________________________________________
 PU2564* NAD 83(1986) POSITION- 44 13 19.     (N) 103 22 26.     (W)   SCALED
 PU2564* NAVD 88 ORTHO HEIGHT -  1062.465 (meters)     3485.77  (feet) ADJUSTED
 PU2564  ______________________________________________________________________
 PU2564  GEOID HEIGHT    -        -15.301 (meters)                     GEOID18
 PU2564  DYNAMIC HEIGHT  -       1062.098 (meters)     3484.57  (feet) COMP
 PU2564  MODELED GRAVITY -    980,235.8   (mgal)                       NAVD 88
 PU2564
 PU2564  VERT ORDER      -  FIRST     CLASS II
 PU2564
 PU2564.The horizontal coordinates were scaled from a map and have
 PU2564.an estimated accuracy of +/- 6 seconds.
 PU2564
 PU2564.The orthometric height was determined by differential leveling and
 PU2564.adjusted by the NATIONAL GEODETIC SURVEY
 PU2564.in September 1993.
 PU2564
 PU2564.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2564.GEOID18 height accuracy estimate available here.
 PU2564
 PU2564.Click photographs - Photos may exist for this station.
 PU2564
 PU2564.The dynamic height is computed by dividing the NAVD 88
 PU2564.geopotential number by the normal gravity value computed on the
 PU2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2564.degrees latitude (g = 980.6199 gals.).
 PU2564
 PU2564.The modeled gravity was interpolated from observed gravity values.
 PU2564
 PU2564;                    North         East    Units  Estimated Accuracy
 PU2564;SPC SD N     -    48,800.      330,470.      MT  (+/- 180 meters Scaled)
 PU2564
 PU2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ298978(NAD 83)
 PU2564
 PU2564                          SUPERSEDED SURVEY CONTROL
 PU2564
 PU2564.No superseded survey control is available for this station.
 PU2564
 PU2564_MARKER: DB = BENCH MARK DISK
 PU2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2564_STAMPING: I90 46.39
 PU2564_MARK LOGO: SDDT
 PU2564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2564+STABILITY: SURFACE MOTION
 PU2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2564+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2011
 PU2564
 PU2564  HISTORY     - Date     Condition        Report By
 PU2564  HISTORY     - 1990     MONUMENTED       SDDT
 PU2564  HISTORY     - 19910726 GOOD             NGS
 PU2564  HISTORY     - 20110408 GOOD             INDIV
 PU2564
 PU2564                          STATION DESCRIPTION
 PU2564
 PU2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2564'15.1 KM (9.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2564'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 85.6 M (280.8
 PU2564'FT) NORTHWEST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN (EXIT 46
 PU2564'PIEDMONT ROAD), 41.4 M (135.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 PU2564'WESTBOUND LANES OF THE HIGHWAY, 23.4 M (76.8 FT) SOUTHWEST OF THE
 PU2564'NEAR RAIL OF THE CHICAGO NORTHWESTERN RAILROAD, 1.1 M (3.6 FT) BELOW
 PU2564'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST,
 PU2564'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2564
 PU2564                          STATION RECOVERY (2011)
 PU2564
 PU2564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2563 ***********************************************************************
 PU2563  DESIGNATION -  I90 047.20
 PU2563  PID         -  PU2563
 PU2563  STATE/COUNTY-  SD/MEADE
 PU2563  COUNTRY     -  US
 PU2563  USGS QUAD   -  BLACKHAWK (2017)
 PU2563
 PU2563                         *CURRENT SURVEY CONTROL
 PU2563  ______________________________________________________________________
 PU2563* NAD 83(1986) POSITION- 44 12 45.     (N) 103 21 49.     (W)   SCALED
 PU2563* NAVD 88 ORTHO HEIGHT -  1071.456 (meters)     3515.27  (feet) ADJUSTED
 PU2563  ______________________________________________________________________
 PU2563  GEOID HEIGHT    -        -15.325 (meters)                     GEOID18
 PU2563  DYNAMIC HEIGHT  -       1071.086 (meters)     3514.05  (feet) COMP
 PU2563  MODELED GRAVITY -    980,236.1   (mgal)                       NAVD 88
 PU2563
 PU2563  VERT ORDER      -  FIRST     CLASS II
 PU2563
 PU2563.The horizontal coordinates were scaled from a map and have
 PU2563.an estimated accuracy of +/- 6 seconds.
 PU2563
 PU2563.The orthometric height was determined by differential leveling and
 PU2563.adjusted by the NATIONAL GEODETIC SURVEY
 PU2563.in September 1993.
 PU2563
 PU2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2563.GEOID18 height accuracy estimate available here.
 PU2563
 PU2563.Click photographs - Photos may exist for this station.
 PU2563
 PU2563.The dynamic height is computed by dividing the NAVD 88
 PU2563.geopotential number by the normal gravity value computed on the
 PU2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2563.degrees latitude (g = 980.6199 gals.).
 PU2563
 PU2563.The modeled gravity was interpolated from observed gravity values.
 PU2563
 PU2563;                    North         East    Units  Estimated Accuracy
 PU2563;SPC SD N     -    47,720.      331,250.      MT  (+/- 180 meters Scaled)
 PU2563
 PU2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ307967(NAD 83)
 PU2563
 PU2563                          SUPERSEDED SURVEY CONTROL
 PU2563
 PU2563.No superseded survey control is available for this station.
 PU2563
 PU2563_MARKER: DB = BENCH MARK DISK
 PU2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2563_STAMPING: I90 47.20
 PU2563_MARK LOGO: SDDT
 PU2563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2563+STABILITY: SURFACE MOTION
 PU2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2563+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 PU2563
 PU2563  HISTORY     - Date     Condition        Report By
 PU2563  HISTORY     - 1990     MONUMENTED       SDDT
 PU2563  HISTORY     - 19910726 GOOD             NGS
 PU2563  HISTORY     - 20120402 GOOD             INDIV
 PU2563
 PU2563                          STATION DESCRIPTION
 PU2563
 PU2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2563'13.8 KM (8.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2563'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 56.7 M (186.0
 PU2563'FT) SOUTHEAST OF A T-FENCE CORNER, 34.4 M (112.9 FT) SOUTHWEST OF THE
 PU2563'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 PU2563'NORTHEAST OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) ABOVE THE LEVEL
 PU2563'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2563
 PU2563                          STATION RECOVERY (2012)
 PU2563
 PU2563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2562 ***********************************************************************
 PU2562  DESIGNATION -  I90 048.03
 PU2562  PID         -  PU2562
 PU2562  STATE/COUNTY-  SD/MEADE
 PU2562  COUNTRY     -  US
 PU2562  USGS QUAD   -  BLACKHAWK (2017)
 PU2562
 PU2562                         *CURRENT SURVEY CONTROL
 PU2562  ______________________________________________________________________
 PU2562* NAD 83(1986) POSITION- 44 12 11.     (N) 103 21 16.     (W)   SCALED
 PU2562* NAVD 88 ORTHO HEIGHT -  1078.789 (meters)     3539.33  (feet) ADJUSTED
 PU2562  ______________________________________________________________________
 PU2562  GEOID HEIGHT    -        -15.344 (meters)                     GEOID18
 PU2562  DYNAMIC HEIGHT  -       1078.420 (meters)     3538.12  (feet) COMP
 PU2562  MODELED GRAVITY -    980,238.6   (mgal)                       NAVD 88
 PU2562
 PU2562  VERT ORDER      -  FIRST     CLASS II
 PU2562
 PU2562.The horizontal coordinates were scaled from a map and have
 PU2562.an estimated accuracy of +/- 6 seconds.
 PU2562
 PU2562.The orthometric height was determined by differential leveling and
 PU2562.adjusted by the NATIONAL GEODETIC SURVEY
 PU2562.in September 1993.
 PU2562
 PU2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2562.GEOID18 height accuracy estimate available here.
 PU2562
 PU2562.Click photographs - Photos may exist for this station.
 PU2562
 PU2562.The dynamic height is computed by dividing the NAVD 88
 PU2562.geopotential number by the normal gravity value computed on the
 PU2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2562.degrees latitude (g = 980.6199 gals.).
 PU2562
 PU2562.The modeled gravity was interpolated from observed gravity values.
 PU2562
 PU2562;                    North         East    Units  Estimated Accuracy
 PU2562;SPC SD N     -    46,640.      331,940.      MT  (+/- 180 meters Scaled)
 PU2562
 PU2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ314957(NAD 83)
 PU2562
 PU2562                          SUPERSEDED SURVEY CONTROL
 PU2562
 PU2562.No superseded survey control is available for this station.
 PU2562
 PU2562_MARKER: DB = BENCH MARK DISK
 PU2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2562_STAMPING: I90 48.03
 PU2562_MARK LOGO: SDDT
 PU2562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2562+STABILITY: SURFACE MOTION
 PU2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2562+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 PU2562
 PU2562  HISTORY     - Date     Condition        Report By
 PU2562  HISTORY     - 1990     MONUMENTED       SDDT
 PU2562  HISTORY     - 19910726 GOOD             NGS
 PU2562  HISTORY     - 20120403 GOOD             INDIV
 PU2562
 PU2562                          STATION DESCRIPTION
 PU2562
 PU2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2562'12.3 KM (7.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2562'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 155.0 M (508.5
 PU2562'FT) NORTHWEST OF A HIGHWAY INFORMATION SIGN (EXIT 48 STAGEBARN CANYON
 PU2562'ROAD), 34.1 M (111.9 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 PU2562'LANES OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND
 PU2562'FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 PU2562'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2562
 PU2562                          STATION RECOVERY (2012)
 PU2562
 PU2562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2561 ***********************************************************************
 PU2561  DESIGNATION -  I90 048.5
 PU2561  PID         -  PU2561
 PU2561  STATE/COUNTY-  SD/MEADE
 PU2561  COUNTRY     -  US
 PU2561  USGS QUAD   -  BLACKHAWK (2017)
 PU2561
 PU2561                         *CURRENT SURVEY CONTROL
 PU2561  ______________________________________________________________________
 PU2561* NAD 83(1986) POSITION- 44 11 54.     (N) 103 20 50.     (W)   SCALED
 PU2561* NAVD 88 ORTHO HEIGHT -  1090.289 (meters)     3577.06  (feet) ADJUSTED
 PU2561  ______________________________________________________________________
 PU2561  GEOID HEIGHT    -        -15.368 (meters)                     GEOID18
 PU2561  DYNAMIC HEIGHT  -       1089.917 (meters)     3575.84  (feet) COMP
 PU2561  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 PU2561
 PU2561  VERT ORDER      -  FIRST     CLASS II
 PU2561
 PU2561.The horizontal coordinates were scaled from a map and have
 PU2561.an estimated accuracy of +/- 6 seconds.
 PU2561
 PU2561.The orthometric height was determined by differential leveling and
 PU2561.adjusted by the NATIONAL GEODETIC SURVEY
 PU2561.in September 1993.
 PU2561
 PU2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2561.GEOID18 height accuracy estimate available here.
 PU2561
 PU2561.Click photographs - Photos may exist for this station.
 PU2561
 PU2561.The dynamic height is computed by dividing the NAVD 88
 PU2561.geopotential number by the normal gravity value computed on the
 PU2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2561.degrees latitude (g = 980.6199 gals.).
 PU2561
 PU2561.The modeled gravity was interpolated from observed gravity values.
 PU2561
 PU2561;                    North         East    Units  Estimated Accuracy
 PU2561;SPC SD N     -    46,090.      332,490.      MT  (+/- 180 meters Scaled)
 PU2561
 PU2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ320952(NAD 83)
 PU2561
 PU2561                          SUPERSEDED SURVEY CONTROL
 PU2561
 PU2561.No superseded survey control is available for this station.
 PU2561
 PU2561_MARKER: P = PIPE CAP
 PU2561_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2561_MARK LOGO: NONE
 PU2561_PROJECTION: FLUSH
 PU2561_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2561+STABILITY: POSITION/ELEVATION WELL
 PU2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2561+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2561_ROD/PIPE-DEPTH: 6.4 meters
 PU2561_SLEEVE-DEPTH  : 3.0 meters
 PU2561
 PU2561  HISTORY     - Date     Condition        Report By
 PU2561  HISTORY     - 1981     MONUMENTED       SDDT
 PU2561  HISTORY     - 19910726 GOOD             NGS
 PU2561  HISTORY     - 20120807 MARK NOT FOUND   INDIV
 PU2561
 PU2561                          STATION DESCRIPTION
 PU2561
 PU2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2561'11.5 KM (7.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2561'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 30.0 M (98.4 FT)
 PU2561'EAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 17.4 M
 PU2561'(57.1 FT) SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 8.0 M (26.2 FT)
 PU2561'EAST OF THE CENTER OF A WESTBOUND OFF-RAMP (EXIT 48), 7.4 M (24.3 FT)
 PU2561'SOUTHWEST OF THE CENTER OF AN EXCESS ROAD, 0.5 M (1.6 FT) WEST OF THE
 PU2561'NORTHEAST END OF A FENCE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST,
 PU2561'AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RAMP.  NOTE--ACCESS TO THE
 PU2561'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THERE IS A SDDT
 PU2561'ALUMINUM TAG STAMPED BM NO. A5 ELEV 3575.476 ATTACHED TO THE
 PU2561'CONCRETE MONUMENT.
 PU2561
 PU2561                          STATION RECOVERY (2012)
 PU2561
 PU2561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2560 ***********************************************************************
 PU2560  DESIGNATION -  I90 049.00
 PU2560  PID         -  PU2560
 PU2560  STATE/COUNTY-  SD/MEADE
 PU2560  COUNTRY     -  US
 PU2560  USGS QUAD   -  BLACKHAWK (2017)
 PU2560
 PU2560                         *CURRENT SURVEY CONTROL
 PU2560  ______________________________________________________________________
 PU2560* NAD 83(1986) POSITION- 44 11 32.     (N) 103 20 26.     (W)   SCALED
 PU2560* NAVD 88 ORTHO HEIGHT -  1103.469 (meters)     3620.30  (feet) ADJUSTED
 PU2560  ______________________________________________________________________
 PU2560  GEOID HEIGHT    -        -15.385 (meters)                     GEOID18
 PU2560  DYNAMIC HEIGHT  -       1103.089 (meters)     3619.05  (feet) COMP
 PU2560  MODELED GRAVITY -    980,235.8   (mgal)                       NAVD 88
 PU2560
 PU2560  VERT ORDER      -  FIRST     CLASS II
 PU2560
 PU2560.The horizontal coordinates were scaled from a map and have
 PU2560.an estimated accuracy of +/- 6 seconds.
 PU2560
 PU2560.The orthometric height was determined by differential leveling and
 PU2560.adjusted by the NATIONAL GEODETIC SURVEY
 PU2560.in September 1993.
 PU2560
 PU2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2560.GEOID18 height accuracy estimate available here.
 PU2560
 PU2560.Click photographs - Photos may exist for this station.
 PU2560
 PU2560.The dynamic height is computed by dividing the NAVD 88
 PU2560.geopotential number by the normal gravity value computed on the
 PU2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2560.degrees latitude (g = 980.6199 gals.).
 PU2560
 PU2560.The modeled gravity was interpolated from observed gravity values.
 PU2560
 PU2560;                    North         East    Units  Estimated Accuracy
 PU2560;SPC SD N     -    45,390.      333,000.      MT  (+/- 180 meters Scaled)
 PU2560
 PU2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ326945(NAD 83)
 PU2560
 PU2560                          SUPERSEDED SURVEY CONTROL
 PU2560
 PU2560.No superseded survey control is available for this station.
 PU2560
 PU2560_MARKER: DB = BENCH MARK DISK
 PU2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2560_STAMPING: I90 49.00
 PU2560_MARK LOGO: SDDT
 PU2560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2560+STABILITY: SURFACE MOTION
 PU2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2560+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 PU2560
 PU2560  HISTORY     - Date     Condition        Report By
 PU2560  HISTORY     - 1990     MONUMENTED       SDDT
 PU2560  HISTORY     - 19910726 GOOD             NGS
 PU2560  HISTORY     - 20120807 GOOD             INDIV
 PU2560
 PU2560                          STATION DESCRIPTION
 PU2560
 PU2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2560'10.7 KM (6.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2560'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 14.9 M (48.9 FT)
 PU2560'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2560'7.8 M (25.6 FT) SOUTHWEST OF THE CENTERLINE OF AN ACCESS ROAD, 3.8 M
 PU2560'(12.5 FT) NORTH OF MILEPOST 49, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 PU2560'HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND
 PU2560'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2560
 PU2560                          STATION RECOVERY (2012)
 PU2560
 PU2560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2559 ***********************************************************************
 PU2559  DESIGNATION -  I90 050.00
 PU2559  PID         -  PU2559
 PU2559  STATE/COUNTY-  SD/MEADE
 PU2559  COUNTRY     -  US
 PU2559  USGS QUAD   -  BLACKHAWK (2017)
 PU2559
 PU2559                         *CURRENT SURVEY CONTROL
 PU2559  ______________________________________________________________________
 PU2559* NAD 83(1986) POSITION- 44 10 56.     (N) 103 19 34.     (W)   SCALED
 PU2559* NAVD 88 ORTHO HEIGHT -  1104.086 (meters)     3622.32  (feet) ADJUSTED
 PU2559  ______________________________________________________________________
 PU2559  GEOID HEIGHT    -        -15.434 (meters)                     GEOID18
 PU2559  DYNAMIC HEIGHT  -       1103.711 (meters)     3621.09  (feet) COMP
 PU2559  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 PU2559
 PU2559  VERT ORDER      -  FIRST     CLASS II
 PU2559
 PU2559.The horizontal coordinates were scaled from a map and have
 PU2559.an estimated accuracy of +/- 6 seconds.
 PU2559
 PU2559.The orthometric height was determined by differential leveling and
 PU2559.adjusted by the NATIONAL GEODETIC SURVEY
 PU2559.in September 1993.
 PU2559
 PU2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2559.GEOID18 height accuracy estimate available here.
 PU2559
 PU2559.Click photographs - Photos may exist for this station.
 PU2559
 PU2559.The dynamic height is computed by dividing the NAVD 88
 PU2559.geopotential number by the normal gravity value computed on the
 PU2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2559.degrees latitude (g = 980.6199 gals.).
 PU2559
 PU2559.The modeled gravity was interpolated from observed gravity values.
 PU2559
 PU2559;                    North         East    Units  Estimated Accuracy
 PU2559;SPC SD N     -    44,230.      334,100.      MT  (+/- 180 meters Scaled)
 PU2559
 PU2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ337934(NAD 83)
 PU2559
 PU2559                          SUPERSEDED SURVEY CONTROL
 PU2559
 PU2559.No superseded survey control is available for this station.
 PU2559
 PU2559_MARKER: DB = BENCH MARK DISK
 PU2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2559_STAMPING: I90 50.00
 PU2559_MARK LOGO: SDDT
 PU2559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2559+STABILITY: SURFACE MOTION
 PU2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2559+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2559
 PU2559  HISTORY     - Date     Condition        Report By
 PU2559  HISTORY     - 1990     MONUMENTED       SDDT
 PU2559  HISTORY     - 19910726 GOOD             NGS
 PU2559  HISTORY     - 20120321 POOR             INDIV
 PU2559  HISTORY     - 20190731 POOR             SDDT
 PU2559
 PU2559                          STATION DESCRIPTION
 PU2559
 PU2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2559'9.1 KM (5.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2559'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 90.0 M (295.3
 PU2559'FT) NORTHWEST OF THE NORTH END OF A CULVERT, 42.0 M (137.8 FT)
 PU2559'SOUTHEAST OF A WEATHER INFORMATION SIGN, 20.5 M (67.3 FT) NORTHEAST
 PU2559'OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2559'HIGHWAY, 16.4 M (53.8 FT) NORTHEAST OF MILEPOST 50, 0.5 M (1.6 FT)
 PU2559'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PU2559'GROUND SURFACE.
 PU2559
 PU2559                          STATION RECOVERY (2012)
 PU2559
 PU2559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2559'DESTROYED, HIT BY MACHINERY.
 PU2559'VERY LOOSE AND UNDERCUT
 PU2559
 PU2559                          STATION RECOVERY (2019)
 PU2559
 PU2559'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 PU2559'MARK WAS FOUND BUT APPEARS TO BE DISTURBED FROM ITS POSITION.  CURRENT
 PU2559'MEASUREMENTS SHOW A RISE IN ELEVATION OF SEVERAL INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2558 ***********************************************************************
 PU2558  DESIGNATION -  I90 051.00
 PU2558  PID         -  PU2558
 PU2558  STATE/COUNTY-  SD/MEADE
 PU2558  COUNTRY     -  US
 PU2558  USGS QUAD   -  BLACKHAWK (2017)
 PU2558
 PU2558                         *CURRENT SURVEY CONTROL
 PU2558  ______________________________________________________________________
 PU2558* NAD 83(1986) POSITION- 44 10 08.     (N) 103 19 06.     (W)   SCALED
 PU2558* NAVD 88 ORTHO HEIGHT -  1090.930 (meters)     3579.16  (feet) ADJUSTED
 PU2558  ______________________________________________________________________
 PU2558  GEOID HEIGHT    -        -15.445 (meters)                     GEOID18
 PU2558  DYNAMIC HEIGHT  -       1090.558 (meters)     3577.94  (feet) COMP
 PU2558  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 PU2558
 PU2558  VERT ORDER      -  FIRST     CLASS II
 PU2558
 PU2558.The horizontal coordinates were scaled from a map and have
 PU2558.an estimated accuracy of +/- 6 seconds.
 PU2558
 PU2558.The orthometric height was determined by differential leveling and
 PU2558.adjusted by the NATIONAL GEODETIC SURVEY
 PU2558.in September 1993.
 PU2558
 PU2558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2558.GEOID18 height accuracy estimate available here.
 PU2558
 PU2558.Click photographs - Photos may exist for this station.
 PU2558
 PU2558.The dynamic height is computed by dividing the NAVD 88
 PU2558.geopotential number by the normal gravity value computed on the
 PU2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2558.degrees latitude (g = 980.6199 gals.).
 PU2558
 PU2558.The modeled gravity was interpolated from observed gravity values.
 PU2558
 PU2558;                    North         East    Units  Estimated Accuracy
 PU2558;SPC SD N     -    42,730.      334,670.      MT  (+/- 180 meters Scaled)
 PU2558
 PU2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ344920(NAD 83)
 PU2558
 PU2558                          SUPERSEDED SURVEY CONTROL
 PU2558
 PU2558.No superseded survey control is available for this station.
 PU2558
 PU2558_MARKER: DB = BENCH MARK DISK
 PU2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2558_STAMPING: I90 51.00
 PU2558_MARK LOGO: SDDT
 PU2558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2558+STABILITY: SURFACE MOTION
 PU2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2558+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2558
 PU2558  HISTORY     - Date     Condition        Report By
 PU2558  HISTORY     - 1990     MONUMENTED       SDDT
 PU2558  HISTORY     - 19910726 GOOD             NGS
 PU2558  HISTORY     - 20120330 MARK NOT FOUND   INDIV
 PU2558
 PU2558                          STATION DESCRIPTION
 PU2558
 PU2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2558'7.4 KM (4.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2558'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 82.0 M (269.0
 PU2558'FT) WEST OF THE CENTER OF STATE HIGHWAY 79, 35.0 M (114.8 FT) EAST OF
 PU2558'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.6 M (70.9
 PU2558'FT) EAST OF MILEPOST 51, 0.8 M (2.6 FT) SOUTH-SOUTHWEST OF A WITNESS
 PU2558'POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 PU2558'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2558
 PU2558                          STATION RECOVERY (2012)
 PU2558
 PU2558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2558'DESTROYED BY ROAD CONST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2557 ***********************************************************************
 PU2557  DESIGNATION -  I90 051.2
 PU2557  PID         -  PU2557
 PU2557  STATE/COUNTY-  SD/MEADE
 PU2557  COUNTRY     -  US
 PU2557  USGS QUAD   -  BLACKHAWK (2017)
 PU2557
 PU2557                         *CURRENT SURVEY CONTROL
 PU2557  ______________________________________________________________________
 PU2557* NAD 83(1986) POSITION- 44 10 00.     (N) 103 19 02.     (W)   SCALED
 PU2557* NAVD 88 ORTHO HEIGHT -  1087.690 (meters)     3568.53  (feet) ADJUSTED
 PU2557  ______________________________________________________________________
 PU2557  GEOID HEIGHT    -        -15.446 (meters)                     GEOID18
 PU2557  DYNAMIC HEIGHT  -       1087.320 (meters)     3567.32  (feet) COMP
 PU2557  MODELED GRAVITY -    980,239.9   (mgal)                       NAVD 88
 PU2557
 PU2557  VERT ORDER      -  FIRST     CLASS II
 PU2557
 PU2557.The horizontal coordinates were scaled from a map and have
 PU2557.an estimated accuracy of +/- 6 seconds.
 PU2557
 PU2557.The orthometric height was determined by differential leveling and
 PU2557.adjusted by the NATIONAL GEODETIC SURVEY
 PU2557.in September 1993.
 PU2557
 PU2557.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2557.GEOID18 height accuracy estimate available here.
 PU2557
 PU2557.Click photographs - Photos may exist for this station.
 PU2557
 PU2557.The dynamic height is computed by dividing the NAVD 88
 PU2557.geopotential number by the normal gravity value computed on the
 PU2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2557.degrees latitude (g = 980.6199 gals.).
 PU2557
 PU2557.The modeled gravity was interpolated from observed gravity values.
 PU2557
 PU2557;                    North         East    Units  Estimated Accuracy
 PU2557;SPC SD N     -    42,480.      334,740.      MT  (+/- 180 meters Scaled)
 PU2557
 PU2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ345917(NAD 83)
 PU2557
 PU2557                          SUPERSEDED SURVEY CONTROL
 PU2557
 PU2557.No superseded survey control is available for this station.
 PU2557
 PU2557_MARKER: Z = SEE DESCRIPTION
 PU2557_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2557_STAMPING: I90 51.2
 PU2557_MARK LOGO: NGS
 PU2557_PROJECTION: PROJECTING 5 CENTIMETERS
 PU2557_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2557+STABILITY: POSITION/ELEVATION WELL
 PU2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2557+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 PU2557_ROD/PIPE-DEPTH: 6.4 meters
 PU2557_SLEEVE-DEPTH  : 2.0 meters
 PU2557
 PU2557  HISTORY     - Date     Condition        Report By
 PU2557  HISTORY     - 1990     MONUMENTED       SDDT
 PU2557  HISTORY     - 19910726 GOOD             NGS
 PU2557  HISTORY     - 20120309 GOOD             INDIV
 PU2557
 PU2557                          STATION DESCRIPTION
 PU2557
 PU2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2557'7.1 KM (4.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2557'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2557'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2557'GALVANIZED STEEL PIPE, 190.0 M (623.4 FT) NORTHWEST OF THE NORTHWEST
 PU2557'CORNER OF BRIDGE NUMBER 47-128-604, 60.3 M (197.8 FT) NORTHEAST OF
 PU2557'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 51.3 M (168.3
 PU2557'FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 79, 0.8 M (2.6 FT) BELOW
 PU2557'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 PU2557'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2557'AND THEN THROUGH A 4-INCH PVC CAP.
 PU2557
 PU2557                          STATION RECOVERY (2012)
 PU2557
 PU2557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2556 ***********************************************************************
 PU2556  CBN         -  This is a Cooperative Base Network Control Station.
 PU2556  DESIGNATION -  I90 051.6
 PU2556  PID         -  PU2556
 PU2556  STATE/COUNTY-  SD/MEADE
 PU2556  COUNTRY     -  US
 PU2556  USGS QUAD   -  BLACKHAWK (2017)
 PU2556
 PU2556                         *CURRENT SURVEY CONTROL
 PU2556  ______________________________________________________________________
 PU2556* NAD 83(2011) POSITION- 44 09 45.65988(N) 103 18 36.62971(W)   ADJUSTED
 PU2556* NAD 83(2011) ELLIP HT-  1060.880 (meters)        (06/27/12)   ADJUSTED
 PU2556* NAD 83(2011) EPOCH   -  2010.00
 PU2556* NAVD 88 ORTHO HEIGHT -  1076.353 (meters)     3531.33  (feet) ADJUSTED
 PU2556  ______________________________________________________________________
 PU2556  GEOID HEIGHT    -        -15.476 (meters)                     GEOID18
 PU2556  NAD 83(2011) X  - -1,055,262.395 (meters)                     COMP
 PU2556  NAD 83(2011) Y  - -4,460,535.740 (meters)                     COMP
 PU2556  NAD 83(2011) Z  -  4,421,815.930 (meters)                     COMP
 PU2556  LAPLACE CORR    -        -14.21  (seconds)                    DEFLEC18
 PU2556  DYNAMIC HEIGHT  -       1075.991 (meters)     3530.15  (feet) COMP
 PU2556  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 PU2556
 PU2556  VERT ORDER      -  FIRST     CLASS II
 PU2556
 PU2556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2556  Standards:
 PU2556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2556  -------------------------------------------------------------------
 PU2556  NETWORK    0.58   1.18           0.27   0.19   0.60     -0.05962277
 PU2556  -------------------------------------------------------------------
 PU2556  Click here for local accuracies and other accuracy information.
 PU2556
 PU2556.The horizontal coordinates were established by GPS observations
 PU2556.and adjusted by the National Geodetic Survey in June 2012.
 PU2556
 PU2556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2556.been affixed to the stable North American tectonic plate. See 
 PU2556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2556
 PU2556.The horizontal coordinates are valid at the epoch date displayed above
 PU2556.which is a decimal equivalence of Year/Month/Day.
 PU2556
 PU2556.The orthometric height was determined by differential leveling and
 PU2556.adjusted by the NATIONAL GEODETIC SURVEY
 PU2556.in September 1993.
 PU2556
 PU2556.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2556.GEOID18 height accuracy estimate available here.
 PU2556
 PU2556.Click photographs - Photos may exist for this station.
 PU2556
 PU2556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2556
 PU2556.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2556
 PU2556.The ellipsoidal height was determined by GPS observations
 PU2556.and is referenced to NAD 83.
 PU2556
 PU2556.The dynamic height is computed by dividing the NAVD 88
 PU2556.geopotential number by the normal gravity value computed on the
 PU2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2556.degrees latitude (g = 980.6199 gals.).
 PU2556
 PU2556.The modeled gravity was interpolated from observed gravity values.
 PU2556
 PU2556. The following values were computed from the NAD 83(2011) position.
 PU2556
 PU2556;                    North         East     Units Scale Factor Converg.
 PU2556;SPC SD N     -    42,011.329   335,288.323   MT  1.00005833   -2 20 33.9
 PU2556;SPC SD N     -   137,832.17  1,100,025.11   sFT  1.00005833   -2 20 33.9
 PU2556;UTM  13      - 4,891,330.283   635,110.091   MT  0.99982451   +1 10 38.9
 PU2556
 PU2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2556!SPC SD N     -   0.99983368  x   1.00005833  =   0.99989200
 PU2556!UTM  13      -   0.99983368  x   0.99982451  =   0.99965822
 PU2556
 PU2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3511091330(NAD 83)
 PU2556
 PU2556                          SUPERSEDED SURVEY CONTROL
 PU2556
 PU2556  NAD 83(2007)-  44 09 45.65977(N)    103 18 36.63085(W) AD(2002.00) 0
 PU2556  ELLIP H (02/10/07) 1060.909  (m)                       GP(2002.00)    
 PU2556  NAD 83(1993)-  44 09 45.65919(N)    103 18 36.63079(W) AD(       ) A
 PU2556  ELLIP H (06/23/03) 1060.898  (m)                       GP(       ) 3 1
 PU2556  NAVD 88            1076.35   (m)         3531.3    (f) LEVELING    3  
 PU2556
 PU2556.Superseded values are not recommended for survey control.
 PU2556
 PU2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2556.See file dsdata.pdf to determine how the superseded data were derived.
 PU2556
 PU2556_MARKER: Z = SEE DESCRIPTION
 PU2556_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2556_STAMPING: I90 51.6
 PU2556_MARK LOGO: NGS
 PU2556_PROJECTION: FLUSH
 PU2556_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2556+STABILITY: POSITION/ELEVATION WELL
 PU2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2556+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 PU2556_ROD/PIPE-DEPTH: 6.40 meters
 PU2556_SLEEVE-DEPTH  : 2.00 meters
 PU2556
 PU2556  HISTORY     - Date     Condition        Report By
 PU2556  HISTORY     - 1990     MONUMENTED       SDDT
 PU2556  HISTORY     - 19910726 GOOD             NGS
 PU2556  HISTORY     - 20020514 GOOD             SDDT
 PU2556  HISTORY     - 20120323 MARK NOT FOUND   INDIV
 PU2556
 PU2556                          STATION DESCRIPTION
 PU2556
 PU2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2556'6.4 KM (3.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2556'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2556'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2556'GALVANIZED STEEL PIPE, 58.0 M (190.3 FT) NORTHEAST OF THE CENTERLINE
 PU2556'OF THE WESTBOUND LANES OF THE HIGHWAY, 30.2 M (99.1 FT) NORTHEAST OF
 PU2556'THE CENTER OF A WESTBOUND OFF-RAMP, 13.5 M (44.3 FT) SOUTHEAST OF A
 PU2556'BRACED FENCE POST, 3.4 M (11.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU2556'AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 PU2556'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2556'THROUGH A 4-INCH PVC CAP.
 PU2556
 PU2556                          STATION RECOVERY (2002)
 PU2556
 PU2556'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PU2556'RECOVERED AS DESCRIBED
 PU2556'
 PU2556
 PU2556                          STATION RECOVERY (2012)
 PU2556
 PU2556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2556'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2555 ***********************************************************************
 PU2555  DESIGNATION -  I90 052.00
 PU2555  PID         -  PU2555
 PU2555  STATE/COUNTY-  SD/MEADE
 PU2555  COUNTRY     -  US
 PU2555  USGS QUAD   -  BLACKHAWK (2017)
 PU2555
 PU2555                         *CURRENT SURVEY CONTROL
 PU2555  ______________________________________________________________________
 PU2555* NAD 83(1986) POSITION- 44 09 33.     (N) 103 18 20.     (W)   SCALED
 PU2555* NAVD 88 ORTHO HEIGHT -  1063.160 (meters)     3488.05  (feet) ADJUSTED
 PU2555  ______________________________________________________________________
 PU2555  GEOID HEIGHT    -        -15.492 (meters)                     GEOID18
 PU2555  DYNAMIC HEIGHT  -       1062.804 (meters)     3486.88  (feet) COMP
 PU2555  MODELED GRAVITY -    980,246.5   (mgal)                       NAVD 88
 PU2555
 PU2555  VERT ORDER      -  FIRST     CLASS II
 PU2555
 PU2555.The horizontal coordinates were scaled from a map and have
 PU2555.an estimated accuracy of +/- 6 seconds.
 PU2555
 PU2555.The orthometric height was determined by differential leveling and
 PU2555.adjusted by the NATIONAL GEODETIC SURVEY
 PU2555.in September 1993.
 PU2555
 PU2555.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2555.GEOID18 height accuracy estimate available here.
 PU2555
 PU2555.Click photographs - Photos may exist for this station.
 PU2555
 PU2555.The dynamic height is computed by dividing the NAVD 88
 PU2555.geopotential number by the normal gravity value computed on the
 PU2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2555.degrees latitude (g = 980.6199 gals.).
 PU2555
 PU2555.The modeled gravity was interpolated from observed gravity values.
 PU2555
 PU2555;                    North         East    Units  Estimated Accuracy
 PU2555;SPC SD N     -    41,610.      335,640.      MT  (+/- 180 meters Scaled)
 PU2555
 PU2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ354909(NAD 83)
 PU2555
 PU2555                          SUPERSEDED SURVEY CONTROL
 PU2555
 PU2555.No superseded survey control is available for this station.
 PU2555
 PU2555_MARKER: DB = BENCH MARK DISK
 PU2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2555_STAMPING: I90 52.00
 PU2555_MARK LOGO: SDDT
 PU2555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2555+STABILITY: SURFACE MOTION
 PU2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2555+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2555
 PU2555  HISTORY     - Date     Condition        Report By
 PU2555  HISTORY     - 1990     MONUMENTED       SDDT
 PU2555  HISTORY     - 19910726 GOOD             NGS
 PU2555  HISTORY     - 20120316 MARK NOT FOUND   INDIV
 PU2555
 PU2555                          STATION DESCRIPTION
 PU2555
 PU2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2555'5.8 KM (3.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2555'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 84.0 M (275.6
 PU2555'FT) NORTHWEST OF A UTILITY POLE WITH LINES CROSSING THE HIGHWAY, 44.5
 PU2555'M (146.0 FT) SOUTHEAST OF A HIGHWAY INFORMATION SIGN (EXIT 51
 PU2555'CAMPING), 33.3 M (109.3 FT) EAST OF THE CENTERLINE OF THE WESTBOUND
 PU2555'LANES OF THE HIGHWAY, 23.4 M (76.8 FT) NORTHEAST OF MILEPOST 52, 3.4
 PU2555'M (11.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A
 PU2555'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2555'SURFACE.
 PU2555
 PU2555                          STATION RECOVERY (2012)
 PU2555
 PU2555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2555'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2554 ***********************************************************************
 PU2554  DESIGNATION -  I90 052.4
 PU2554  PID         -  PU2554
 PU2554  STATE/COUNTY-  SD/MEADE
 PU2554  COUNTRY     -  US
 PU2554  USGS QUAD   -  BLACKHAWK (2017)
 PU2554
 PU2554                         *CURRENT SURVEY CONTROL
 PU2554  ______________________________________________________________________
 PU2554* NAD 83(1986) POSITION- 44 09 15.     (N) 103 18 09.     (W)   SCALED
 PU2554* NAVD 88 ORTHO HEIGHT -  1058.036 (meters)     3471.24  (feet) ADJUSTED
 PU2554  ______________________________________________________________________
 PU2554  GEOID HEIGHT    -        -15.496 (meters)                     GEOID18
 PU2554  DYNAMIC HEIGHT  -       1057.683 (meters)     3470.08  (feet) COMP
 PU2554  MODELED GRAVITY -    980,248.0   (mgal)                       NAVD 88
 PU2554
 PU2554  VERT ORDER      -  FIRST     CLASS II
 PU2554
 PU2554.The horizontal coordinates were scaled from a map and have
 PU2554.an estimated accuracy of +/- 6 seconds.
 PU2554
 PU2554.The orthometric height was determined by differential leveling and
 PU2554.adjusted by the NATIONAL GEODETIC SURVEY
 PU2554.in September 1993.
 PU2554
 PU2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2554.GEOID18 height accuracy estimate available here.
 PU2554
 PU2554.Click photographs - Photos may exist for this station.
 PU2554
 PU2554.The dynamic height is computed by dividing the NAVD 88
 PU2554.geopotential number by the normal gravity value computed on the
 PU2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2554.degrees latitude (g = 980.6199 gals.).
 PU2554
 PU2554.The modeled gravity was interpolated from observed gravity values.
 PU2554
 PU2554;                    North         East    Units  Estimated Accuracy
 PU2554;SPC SD N     -    41,040.      335,860.      MT  (+/- 180 meters Scaled)
 PU2554
 PU2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ357903(NAD 83)
 PU2554
 PU2554                          SUPERSEDED SURVEY CONTROL
 PU2554
 PU2554.No superseded survey control is available for this station.
 PU2554
 PU2554_MARKER: P = PIPE CAP
 PU2554_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2554_MARK LOGO: NONE
 PU2554_PROJECTION: FLUSH
 PU2554_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2554+STABILITY: POSITION/ELEVATION WELL
 PU2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2554+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2554_ROD/PIPE-DEPTH: 6.4 meters
 PU2554_SLEEVE-DEPTH  : 3.0 meters
 PU2554
 PU2554  HISTORY     - Date     Condition        Report By
 PU2554  HISTORY     - 1981     MONUMENTED       SDDT
 PU2554  HISTORY     - 19910726 GOOD             NGS
 PU2554  HISTORY     - 20120316 MARK NOT FOUND   INDIV
 PU2554
 PU2554                          STATION DESCRIPTION
 PU2554
 PU2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2554'5.3 KM (3.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2554'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 37.0 M (121.4
 PU2554'FT) NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER 47-135-610,
 PU2554'32.0 M (105.0 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 PU2554'OF THE HIGHWAY, 20.5 M (67.3 FT) NORTH-NORTHEAST OF THE NORTHEAST END
 PU2554'OF A CULVERT, 15.2 M (49.9 FT) NORTHWEST OF A PIPELINE WARNING POST,
 PU2554'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M (1.6 FT) SOUTHWEST
 PU2554'OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC
 PU2554'SCREW CAP.  THERE IS A SDDT ALUMINUM TAG STAMPED BM NO. A4 ELEV
 PU2554'3469.608 ATTACHED TO THE CONCRETE MONUMENT.
 PU2554
 PU2554                          STATION RECOVERY (2012)
 PU2554
 PU2554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2554'DESTROYED BY ROAD COSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2553 ***********************************************************************
 PU2553  DESIGNATION -  I90 052.5
 PU2553  PID         -  PU2553
 PU2553  STATE/COUNTY-  SD/MEADE
 PU2553  COUNTRY     -  US
 PU2553  USGS QUAD   -  BLACKHAWK (2017)
 PU2553
 PU2553                         *CURRENT SURVEY CONTROL
 PU2553  ______________________________________________________________________
 PU2553* NAD 83(1986) POSITION- 44 09 10.     (N) 103 18 07.     (W)   SCALED
 PU2553* NAVD 88 ORTHO HEIGHT -  1058.377 (meters)     3472.36  (feet) ADJUSTED
 PU2553  ______________________________________________________________________
 PU2553  GEOID HEIGHT    -        -15.496 (meters)                     GEOID18
 PU2553  DYNAMIC HEIGHT  -       1058.024 (meters)     3471.20  (feet) COMP
 PU2553  MODELED GRAVITY -    980,248.1   (mgal)                       NAVD 88
 PU2553
 PU2553  VERT ORDER      -  FIRST     CLASS II
 PU2553
 PU2553.The horizontal coordinates were scaled from a map and have
 PU2553.an estimated accuracy of +/- 6 seconds.
 PU2553
 PU2553.The orthometric height was determined by differential leveling and
 PU2553.adjusted by the NATIONAL GEODETIC SURVEY
 PU2553.in September 1993.
 PU2553
 PU2553.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2553.GEOID18 height accuracy estimate available here.
 PU2553
 PU2553.Click photographs - Photos may exist for this station.
 PU2553
 PU2553.The dynamic height is computed by dividing the NAVD 88
 PU2553.geopotential number by the normal gravity value computed on the
 PU2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2553.degrees latitude (g = 980.6199 gals.).
 PU2553
 PU2553.The modeled gravity was interpolated from observed gravity values.
 PU2553
 PU2553;                    North         East    Units  Estimated Accuracy
 PU2553;SPC SD N     -    40,890.      335,900.      MT  (+/- 180 meters Scaled)
 PU2553
 PU2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ357902(NAD 83)
 PU2553
 PU2553                          SUPERSEDED SURVEY CONTROL
 PU2553
 PU2553.No superseded survey control is available for this station.
 PU2553
 PU2553_MARKER: Z = SEE DESCRIPTION
 PU2553_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2553_STAMPING: I90 52.5
 PU2553_MARK LOGO: NGS
 PU2553_PROJECTION: PROJECTING 5 CENTIMETERS
 PU2553_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2553+STABILITY: POSITION/ELEVATION WELL
 PU2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2553+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2553_ROD/PIPE-DEPTH: 6.4 meters
 PU2553_SLEEVE-DEPTH  : 2.0 meters
 PU2553
 PU2553  HISTORY     - Date     Condition        Report By
 PU2553  HISTORY     - 1990     MONUMENTED       SDDT
 PU2553  HISTORY     - 19910726 GOOD             NGS
 PU2553  HISTORY     - 20120323 MARK NOT FOUND   INDIV
 PU2553
 PU2553                          STATION DESCRIPTION
 PU2553
 PU2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2553'5.1 KM (3.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2553'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2553'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2553'GALVANIZED STEEL PIPE, 78.5 M (257.5 FT) SOUTHEAST OF THE EAST CORNER
 PU2553'OF BRIDGE NUMBER 47-136-612, 32.2 M (105.6 FT) NORTHEAST OF THE
 PU2553'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.4 M (4.6 FT)
 PU2553'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE,
 PU2553'AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 PU2553'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 PU2553'PVC CAP.
 PU2553
 PU2553                          STATION RECOVERY (2012)
 PU2553
 PU2553'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2553'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2552 ***********************************************************************
 PU2552  DESIGNATION -  I90 053.00
 PU2552  PID         -  PU2552
 PU2552  STATE/COUNTY-  SD/MEADE
 PU2552  COUNTRY     -  US
 PU2552  USGS QUAD   -  BLACKHAWK (2017)
 PU2552
 PU2552                         *CURRENT SURVEY CONTROL
 PU2552  ______________________________________________________________________
 PU2552* NAD 83(1986) POSITION- 44 08 34.     (N) 103 17 48.     (W)   SCALED
 PU2552* NAVD 88 ORTHO HEIGHT -  1070.483 (meters)     3512.08  (feet) ADJUSTED
 PU2552  ______________________________________________________________________
 PU2552  GEOID HEIGHT    -        -15.501 (meters)                     GEOID18
 PU2552  DYNAMIC HEIGHT  -       1070.126 (meters)     3510.91  (feet) COMP
 PU2552  MODELED GRAVITY -    980,247.7   (mgal)                       NAVD 88
 PU2552
 PU2552  VERT ORDER      -  FIRST     CLASS II
 PU2552
 PU2552.The horizontal coordinates were scaled from a map and have
 PU2552.an estimated accuracy of +/- 6 seconds.
 PU2552
 PU2552.The orthometric height was determined by differential leveling and
 PU2552.adjusted by the NATIONAL GEODETIC SURVEY
 PU2552.in September 1993.
 PU2552
 PU2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2552.GEOID18 height accuracy estimate available here.
 PU2552
 PU2552.Click photographs - Photos may exist for this station.
 PU2552
 PU2552.The dynamic height is computed by dividing the NAVD 88
 PU2552.geopotential number by the normal gravity value computed on the
 PU2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2552.degrees latitude (g = 980.6199 gals.).
 PU2552
 PU2552.The modeled gravity was interpolated from observed gravity values.
 PU2552
 PU2552;                    North         East    Units  Estimated Accuracy
 PU2552;SPC SD N     -    39,760.      336,280.      MT  (+/- 180 meters Scaled)
 PU2552
 PU2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ362891(NAD 83)
 PU2552
 PU2552                          SUPERSEDED SURVEY CONTROL
 PU2552
 PU2552.No superseded survey control is available for this station.
 PU2552
 PU2552_MARKER: DB = BENCH MARK DISK
 PU2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2552_STAMPING: I90 53.00
 PU2552_MARK LOGO: SDDT
 PU2552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2552+STABILITY: SURFACE MOTION
 PU2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2552+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 PU2552
 PU2552  HISTORY     - Date     Condition        Report By
 PU2552  HISTORY     - 1990     MONUMENTED       SDDT
 PU2552  HISTORY     - 19910726 GOOD             NGS
 PU2552  HISTORY     - 20120309 GOOD             INDIV
 PU2552  HISTORY     - 20140326 GOOD             INDIV
 PU2552
 PU2552                          STATION DESCRIPTION
 PU2552
 PU2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2552'4.2 KM (2.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2552'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 32.2 M (105.6
 PU2552'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2552'HIGHWAY, 17.6 M (57.7 FT) NORTHEAST OF MILEPOST 53, 0.6 M (2.0 FT)
 PU2552'SOUTHWEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 PU2552'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2552
 PU2552                          STATION RECOVERY (2012)
 PU2552
 PU2552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2552'RECOVERED IN GOOD CONDITION.
 PU2552
 PU2552                          STATION RECOVERY (2014)
 PU2552
 PU2552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JCC)
 PU2552'RECOVERED AS DESCRIBED. I DISAGREE WITH THE ''NOT SUITABLE FOR GPS
 PU2552'OBSERVATIONS''
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2551 ***********************************************************************
 PU2551  DESIGNATION -  I90 054.0
 PU2551  PID         -  PU2551
 PU2551  STATE/COUNTY-  SD/PENNINGTON
 PU2551  COUNTRY     -  US
 PU2551  USGS QUAD   -  BLACKHAWK (2017)
 PU2551
 PU2551                         *CURRENT SURVEY CONTROL
 PU2551  ______________________________________________________________________
 PU2551* NAD 83(1986) POSITION- 44 08 04.07   (N) 103 17 02.52   (W)   HD_HELD1
 PU2551* NAVD 88 ORTHO HEIGHT -  1042.701 (meters)     3420.93  (feet) ADJUSTED
 PU2551  ______________________________________________________________________
 PU2551  GEOID HEIGHT    -        -15.551 (meters)                     GEOID18
 PU2551  DYNAMIC HEIGHT  -       1042.355 (meters)     3419.79  (feet) COMP
 PU2551  MODELED GRAVITY -    980,250.6   (mgal)                       NAVD 88
 PU2551
 PU2551  VERT ORDER      -  FIRST     CLASS II
 PU2551
 PU2551.The horizontal coordinates were determined by differentially corrected
 PU2551.hand held GPS observations or other comparable positioning techniques
 PU2551.and have an estimated accuracy of +/- 3 meters.
 PU2551
 PU2551.The orthometric height was determined by differential leveling and
 PU2551.adjusted by the NATIONAL GEODETIC SURVEY
 PU2551.in September 1993.
 PU2551
 PU2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2551.GEOID18 height accuracy estimate available here.
 PU2551
 PU2551.Click photographs - Photos may exist for this station.
 PU2551
 PU2551.The dynamic height is computed by dividing the NAVD 88
 PU2551.geopotential number by the normal gravity value computed on the
 PU2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2551.degrees latitude (g = 980.6199 gals.).
 PU2551
 PU2551.The modeled gravity was interpolated from observed gravity values.
 PU2551
 PU2551;                    North         East    Units  Estimated Accuracy
 PU2551;SPC SD S     -   204,288.6     363,932.8     MT  (+/- 3 meters HH1 GPS) 
 PU2551
 PU2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3726588239(NAD 83)
 PU2551
 PU2551                          SUPERSEDED SURVEY CONTROL
 PU2551
 PU2551.No superseded survey control is available for this station.
 PU2551
 PU2551_MARKER: Z = SEE DESCRIPTION
 PU2551_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2551_STAMPING: I90 54.0
 PU2551_MARK LOGO: NGS
 PU2551_PROJECTION: PROJECTING 5 CENTIMETERS
 PU2551_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2551+STABILITY: POSITION/ELEVATION WELL
 PU2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2551+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 PU2551_ROD/PIPE-DEPTH: 6.4 meters
 PU2551_SLEEVE-DEPTH  : 2.0 meters
 PU2551
 PU2551  HISTORY     - Date     Condition        Report By
 PU2551  HISTORY     - 1990     MONUMENTED       SDDT
 PU2551  HISTORY     - 19910726 GOOD             NGS
 PU2551  HISTORY     - 20110329 GOOD             INDIV
 PU2551
 PU2551                          STATION DESCRIPTION
 PU2551
 PU2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2551'2.5 KM (1.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2551'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2551'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2551'GALVANIZED STEEL PIPE, 108.5 M (356.0 FT) SOUTHEAST OF THE EAST
 PU2551'CORNER OF BRIDGE NUMBER 52-383-263, 54.1 M (177.5 FT) NORTH OF A
 PU2551'UTILITY POLE, 31.5 M (103.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 PU2551'WESTBOUND LANES OF THE HIGHWAY, 20.2 M (66.3 FT) EAST OF MILEPOST 54,
 PU2551'1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 PU2551'SOUTHWEST OF A FENCE, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 PU2551'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2551'THROUGH A 4-INCH PVC CAP.
 PU2551
 PU2551                          STATION RECOVERY (2011)
 PU2551
 PU2551'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2550 ***********************************************************************
 PU2550  DESIGNATION -  I90 055.00
 PU2550  PID         -  PU2550
 PU2550  STATE/COUNTY-  SD/PENNINGTON
 PU2550  COUNTRY     -  US
 PU2550  USGS QUAD   -  RAPID CITY WEST (2017)
 PU2550
 PU2550                         *CURRENT SURVEY CONTROL
 PU2550  ______________________________________________________________________
 PU2550* NAD 83(1986) POSITION- 44 07 23.     (N) 103 16 30.     (W)   SCALED
 PU2550* NAVD 88 ORTHO HEIGHT -  1071.524 (meters)     3515.49  (feet) ADJUSTED
 PU2550  ______________________________________________________________________
 PU2550  GEOID HEIGHT    -        -15.580 (meters)                     GEOID18
 PU2550  DYNAMIC HEIGHT  -       1071.174 (meters)     3514.34  (feet) COMP
 PU2550  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 PU2550
 PU2550  VERT ORDER      -  FIRST     CLASS II
 PU2550
 PU2550.The horizontal coordinates were scaled from a map and have
 PU2550.an estimated accuracy of +/- 6 seconds.
 PU2550
 PU2550.The orthometric height was determined by differential leveling and
 PU2550.adjusted by the NATIONAL GEODETIC SURVEY
 PU2550.in September 1993.
 PU2550
 PU2550.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2550.GEOID18 height accuracy estimate available here.
 PU2550
 PU2550.Click photographs - Photos may exist for this station.
 PU2550
 PU2550.The dynamic height is computed by dividing the NAVD 88
 PU2550.geopotential number by the normal gravity value computed on the
 PU2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2550.degrees latitude (g = 980.6199 gals.).
 PU2550
 PU2550.The modeled gravity was interpolated from observed gravity values.
 PU2550
 PU2550;                    North         East    Units  Estimated Accuracy
 PU2550;SPC SD S     -   203,000.      364,610.      MT  (+/- 180 meters Scaled)
 PU2550
 PU2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ380869(NAD 83)
 PU2550
 PU2550                          SUPERSEDED SURVEY CONTROL
 PU2550
 PU2550.No superseded survey control is available for this station.
 PU2550
 PU2550_MARKER: DB = BENCH MARK DISK
 PU2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2550_STAMPING: I90 55.00
 PU2550_MARK LOGO: SDDT
 PU2550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2550+STABILITY: SURFACE MOTION
 PU2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2550+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 PU2550
 PU2550  HISTORY     - Date     Condition        Report By
 PU2550  HISTORY     - 1990     MONUMENTED       SDDT
 PU2550  HISTORY     - 19910726 GOOD             NGS
 PU2550  HISTORY     - 20110329 GOOD             INDIV
 PU2550
 PU2550                          STATION DESCRIPTION
 PU2550
 PU2550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2550'1.0 KM (0.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2550'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 80.0 M (262.5
 PU2550'FT) NORTH OF A BRACED FENCE POST, 32.0 M (105.0 FT) EAST OF THE
 PU2550'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 20.0 M (65.6 FT)
 PU2550'EAST OF MILEPOST 55, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU2550'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 PU2550'FLUSH WITH THE GROUND SURFACE.
 PU2550
 PU2550                          STATION RECOVERY (2011)
 PU2550
 PU2550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2549 ***********************************************************************
 PU2549  CBN         -  This is a Cooperative Base Network Control Station.
 PU2549  DESIGNATION -  I90 055.7
 PU2549  PID         -  PU2549
 PU2549  STATE/COUNTY-  SD/PENNINGTON
 PU2549  COUNTRY     -  US
 PU2549  USGS QUAD   -  RAPID CITY WEST (2017)
 PU2549
 PU2549                         *CURRENT SURVEY CONTROL
 PU2549  ______________________________________________________________________
 PU2549* NAD 83(2011) POSITION- 44 06 51.77770(N) 103 16 12.95249(W)   ADJUSTED
 PU2549* NAD 83(2011) ELLIP HT-  1034.793 (meters)        (06/27/12)   ADJUSTED
 PU2549* NAD 83(2011) EPOCH   -  2010.00
 PU2549* NAVD 88 ORTHO HEIGHT -  1050.390 (meters)     3446.15  (feet) ADJUSTED
 PU2549  ______________________________________________________________________
 PU2549  GEOID HEIGHT    -        -15.594 (meters)                     GEOID18
 PU2549  NAD 83(2011) X  - -1,053,008.845 (meters)                     COMP
 PU2549  NAD 83(2011) Y  - -4,464,889.796 (meters)                     COMP
 PU2549  NAD 83(2011) Z  -  4,417,945.516 (meters)                     COMP
 PU2549  LAPLACE CORR    -        -14.01  (seconds)                    DEFLEC18
 PU2549  DYNAMIC HEIGHT  -       1050.047 (meters)     3445.03  (feet) COMP
 PU2549  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 PU2549
 PU2549  VERT ORDER      -  FIRST     CLASS II
 PU2549
 PU2549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2549  Standards:
 PU2549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2549  -------------------------------------------------------------------
 PU2549  NETWORK    0.80   1.27           0.37   0.26   0.65     -0.09355178
 PU2549  -------------------------------------------------------------------
 PU2549  Click here for local accuracies and other accuracy information.
 PU2549
 PU2549.The horizontal coordinates were established by GPS observations
 PU2549.and adjusted by the National Geodetic Survey in June 2012.
 PU2549
 PU2549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2549.been affixed to the stable North American tectonic plate. See 
 PU2549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2549
 PU2549.The horizontal coordinates are valid at the epoch date displayed above
 PU2549.which is a decimal equivalence of Year/Month/Day.
 PU2549
 PU2549.The orthometric height was determined by differential leveling and
 PU2549.adjusted by the NATIONAL GEODETIC SURVEY
 PU2549.in September 1993.
 PU2549
 PU2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2549.GEOID18 height accuracy estimate available here.
 PU2549
 PU2549.Click photographs - Photos may exist for this station.
 PU2549
 PU2549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2549
 PU2549.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2549
 PU2549.The ellipsoidal height was determined by GPS observations
 PU2549.and is referenced to NAD 83.
 PU2549
 PU2549.The dynamic height is computed by dividing the NAVD 88
 PU2549.geopotential number by the normal gravity value computed on the
 PU2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2549.degrees latitude (g = 980.6199 gals.).
 PU2549
 PU2549.The modeled gravity was interpolated from observed gravity values.
 PU2549
 PU2549. The following values were computed from the NAD 83(2011) position.
 PU2549
 PU2549;                    North         East     Units Scale Factor Converg.
 PU2549;SPC SD S     -   202,019.721   364,955.030   MT  0.99994431   -2 01 33.8
 PU2549;SPC SD S     -   662,793.03  1,197,356.63   sFT  0.99994431   -2 01 33.8
 PU2549;UTM  13      - 4,886,031.796   638,413.980   MT  0.99983563   +1 12 15.3
 PU2549
 PU2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2549!SPC SD S     -   0.99983777  x   0.99994431  =   0.99978209
 PU2549!UTM  13      -   0.99983777  x   0.99983563  =   0.99967342
 PU2549
 PU2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3841386031(NAD 83)
 PU2549
 PU2549                          SUPERSEDED SURVEY CONTROL
 PU2549
 PU2549  NAD 83(2007)-  44 06 51.77757(N)    103 16 12.95361(W) AD(2002.00) 0
 PU2549  ELLIP H (02/10/07) 1034.821  (m)                       GP(2002.00)    
 PU2549  ELLIP H (04/15/04) 1034.810  (m)                       GP(       ) 2 1
 PU2549  NAD 83(1996)-  44 06 51.77689(N)    103 16 12.95367(W) AD(       ) B
 PU2549  ELLIP H (04/18/97) 1034.868  (m)                       GP(       ) 4 1
 PU2549  NAVD 88            1050.39   (m)         3446.2    (f) LEVELING    3  
 PU2549
 PU2549.Superseded values are not recommended for survey control.
 PU2549
 PU2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2549.See file dsdata.pdf to determine how the superseded data were derived.
 PU2549
 PU2549_MARKER: P = PIPE CAP
 PU2549_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2549_STAMPING: I90 55.7
 PU2549_MARK LOGO: SDDT
 PU2549_PROJECTION: FLUSH
 PU2549_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PU2549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2549+STABILITY: POSITION/ELEVATION WELL
 PU2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2549+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2000
 PU2549_ROD/PIPE-DEPTH: 6.4 meters
 PU2549_SLEEVE-DEPTH  : 1.8 meters
 PU2549
 PU2549  HISTORY     - Date     Condition        Report By
 PU2549  HISTORY     - 1990     MONUMENTED       SDDT
 PU2549  HISTORY     - 19910726 GOOD             NGS
 PU2549  HISTORY     - 19960827 GOOD             NGS
 PU2549  HISTORY     - 20000331 GOOD             GEOMET
 PU2549  HISTORY     - 20110701 MARK NOT FOUND   INDIV
 PU2549
 PU2549                          STATION DESCRIPTION
 PU2549
 PU2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2549'IN RAPID CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND
 PU2549'DEADWOOD AVENUE (EXIT 155), A STAINLESS STEEL BALL EPOXIED TO A PIPE
 PU2549'CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 115.0 M
 PU2549'(377.3 FT) SOUTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 PU2549'52-390-278 (DEADWOOD AVENUE OVERPASS), 58.0 M (190.3 FT) NORTHEAST OF
 PU2549'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 38.3 M (125.7
 PU2549'FT) EAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN (GAS LODGING),
 PU2549'31.7 M (104.0 FT) NORTHEAST OF THE CENTER OF A WESTBOUND OFF-RAMP,
 PU2549'1.0 M (3.3 FT) SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 PU2549'OF THE RAMP, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.
 PU2549'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2549'THROUGH A 4-INCH PVC CAP.
 PU2549
 PU2549                          STATION RECOVERY (1996)
 PU2549
 PU2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2549'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF RAPID CITY, AT THE
 PU2549'INTERSTATE HIGHWAY 90 EXIT 55 FOR DEADWOOD AVENUE.  OWNERSHIP--THE
 PU2549'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF THE
 PU2549'INTERSTATE HIGHWAY 90 WESTBOUND AND THE OFF-RAMP AT EXIT 55, GO
 PU2549'NORTHWEST ON THE RAMP FOR 0.1 MI (0.2 KM) TO THE END OF THE RAMP, TURN
 PU2549'RIGHT AND GO 0.2 MI (0.3 KM) TO LANGE RANCH ROAD ON THE RIGHT, TURN
 PU2549'RIGHT ON LANGE RANCH ROAD FOR 0.5 MI (0.8 KM) TO A TRACK ROAD ON THE
 PU2549'RIGHT, TURN RIGHT ON THE TRACK ROAD AND GO ALONG A FENCE LINE FOR 0.5
 PU2549'MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT
 PU2549'ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 PU2549'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 190.3 FT
 PU2549'(58.0 M) NORTHEAST OF THE WESTBOUND HIGHWAY CENTERLINE, 125.7 FT (38.3
 PU2549'M) EAST OF THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (GAS,
 PU2549'LODGING), 104.0 FT (31.7 M) NORTHEAST OF THE CENTER OF THE RAMP, 3.3
 PU2549'FT (1.0 M) SOUTHWEST OF A FENCE, 1.6 FT (0.5 M) BELOW THE LEVEL OF THE
 PU2549'RAMP, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 PU2549'NORTHWEST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 PU2549'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 PU2549
 PU2549                          STATION RECOVERY (2000)
 PU2549
 PU2549'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 PU2549'RECOVERED AS DESCRIBED.
 PU2549
 PU2549                          STATION RECOVERY (2011)
 PU2549
 PU2549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JCC)
 PU2549'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2548 ***********************************************************************
 PU2548  DESIGNATION -  I90 055.82
 PU2548  PID         -  PU2548
 PU2548  STATE/COUNTY-  SD/PENNINGTON
 PU2548  COUNTRY     -  US
 PU2548  USGS QUAD   -  RAPID CITY WEST (2017)
 PU2548
 PU2548                         *CURRENT SURVEY CONTROL
 PU2548  ______________________________________________________________________
 PU2548* NAD 83(1986) POSITION- 44 06 45.     (N) 103 16 13.     (W)   SCALED
 PU2548* NAVD 88 ORTHO HEIGHT -  1038.412 (meters)     3406.86  (feet) ADJUSTED
 PU2548  ______________________________________________________________________
 PU2548  GEOID HEIGHT    -        -15.591 (meters)                     GEOID18
 PU2548  DYNAMIC HEIGHT  -       1038.072 (meters)     3405.74  (feet) COMP
 PU2548  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 PU2548
 PU2548  VERT ORDER      -  FIRST     CLASS II
 PU2548
 PU2548.The horizontal coordinates were scaled from a map and have
 PU2548.an estimated accuracy of +/- 6 seconds.
 PU2548
 PU2548.The orthometric height was determined by differential leveling and
 PU2548.adjusted by the NATIONAL GEODETIC SURVEY
 PU2548.in September 1993.
 PU2548
 PU2548.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2548.GEOID18 height accuracy estimate available here.
 PU2548
 PU2548.Click photographs - Photos may exist for this station.
 PU2548
 PU2548.The dynamic height is computed by dividing the NAVD 88
 PU2548.geopotential number by the normal gravity value computed on the
 PU2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2548.degrees latitude (g = 980.6199 gals.).
 PU2548
 PU2548.The modeled gravity was interpolated from observed gravity values.
 PU2548
 PU2548;                    North         East    Units  Estimated Accuracy
 PU2548;SPC SD S     -   201,810.      364,950.      MT  (+/- 180 meters Scaled)
 PU2548
 PU2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ384858(NAD 83)
 PU2548
 PU2548                          SUPERSEDED SURVEY CONTROL
 PU2548
 PU2548.No superseded survey control is available for this station.
 PU2548
 PU2548_MARKER: DB = BENCH MARK DISK
 PU2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2548_STAMPING: I90 55.82
 PU2548_MARK LOGO: SDDT
 PU2548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2548+STABILITY: SURFACE MOTION
 PU2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2548+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 PU2548
 PU2548  HISTORY     - Date     Condition        Report By
 PU2548  HISTORY     - 1990     MONUMENTED       SDDT
 PU2548  HISTORY     - 19910726 GOOD             NGS
 PU2548  HISTORY     - 20110329 GOOD             INDIV
 PU2548
 PU2548                          STATION DESCRIPTION
 PU2548
 PU2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2548'0.4 KM (0.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2548'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, AT THE EAST END
 PU2548'OF AN EASTBOUND ON-RAMP, 31.3 M (102.7 FT) NORTHWEST OF THE
 PU2548'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT)
 PU2548'NORTHWEST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 1.3 M (4.3
 PU2548'FT) BELOW THE LEVEL OF THE HIGHWAY, 1.3 M (4.3 FT) NORTHEAST OF A
 PU2548'FENCE, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 PU2548'IS FLUSH WITH THE GROUND SURFACE.
 PU2548
 PU2548                          STATION RECOVERY (2011)
 PU2548
 PU2548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2547 ***********************************************************************
 PU2547  DESIGNATION -  I90 056.73
 PU2547  PID         -  PU2547
 PU2547  STATE/COUNTY-  SD/PENNINGTON
 PU2547  COUNTRY     -  US
 PU2547  USGS QUAD   -  RAPID CITY WEST (2017)
 PU2547
 PU2547                         *CURRENT SURVEY CONTROL
 PU2547  ______________________________________________________________________
 PU2547* NAD 83(1986) POSITION- 44 06 25.     (N) 103 15 10.     (W)   SCALED
 PU2547* NAVD 88 ORTHO HEIGHT -  1041.076 (meters)     3415.60  (feet) ADJUSTED
 PU2547  ______________________________________________________________________
 PU2547  GEOID HEIGHT    -        -15.685 (meters)                     GEOID18
 PU2547  DYNAMIC HEIGHT  -       1040.737 (meters)     3414.48  (feet) COMP
 PU2547  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 PU2547
 PU2547  VERT ORDER      -  FIRST     CLASS II
 PU2547
 PU2547.The horizontal coordinates were scaled from a map and have
 PU2547.an estimated accuracy of +/- 6 seconds.
 PU2547
 PU2547.The orthometric height was determined by differential leveling and
 PU2547.adjusted by the NATIONAL GEODETIC SURVEY
 PU2547.in September 1993.
 PU2547
 PU2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2547.GEOID18 height accuracy estimate available here.
 PU2547
 PU2547.Click photographs - Photos may exist for this station.
 PU2547
 PU2547.The dynamic height is computed by dividing the NAVD 88
 PU2547.geopotential number by the normal gravity value computed on the
 PU2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2547.degrees latitude (g = 980.6199 gals.).
 PU2547
 PU2547.The modeled gravity was interpolated from observed gravity values.
 PU2547
 PU2547;                    North         East    Units  Estimated Accuracy
 PU2547;SPC SD S     -   201,140.      366,330.      MT  (+/- 180 meters Scaled)
 PU2547
 PU2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ398852(NAD 83)
 PU2547
 PU2547                          SUPERSEDED SURVEY CONTROL
 PU2547
 PU2547.No superseded survey control is available for this station.
 PU2547
 PU2547_MARKER: DB = BENCH MARK DISK
 PU2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2547_STAMPING: I90 56.73
 PU2547_MARK LOGO: SDDT
 PU2547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2547+STABILITY: SURFACE MOTION
 PU2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2547+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 PU2547
 PU2547  HISTORY     - Date     Condition        Report By
 PU2547  HISTORY     - 1990     MONUMENTED       SDDT
 PU2547  HISTORY     - 19910726 GOOD             NGS
 PU2547  HISTORY     - 20110110 GOOD             INDIV
 PU2547
 PU2547                          STATION DESCRIPTION
 PU2547
 PU2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2547'1.8 KM (1.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2547'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, ACROSS THE
 PU2547'HIGHWAY FROM AN OVERHEAD HIGHWAY INFORMATION SIGN, 96.0 M (315.0 FT)
 PU2547'WEST OF A HIGHWAY INFORMATION SIGN, 32.1 M (105.3 FT) NORTH OF THE
 PU2547'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT)
 PU2547'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH-SOUTHWEST OF A
 PU2547'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2547'SURFACE.
 PU2547
 PU2547                          STATION RECOVERY (2011)
 PU2547
 PU2547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2543 ***********************************************************************
 PU2543  DESIGNATION -  I90 057.53
 PU2543  PID         -  PU2543
 PU2543  STATE/COUNTY-  SD/PENNINGTON
 PU2543  COUNTRY     -  US
 PU2543  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2543
 PU2543                         *CURRENT SURVEY CONTROL
 PU2543  ______________________________________________________________________
 PU2543* NAD 83(1986) POSITION- 44 06 25.     (N) 103 14 08.     (W)   SCALED
 PU2543* NAVD 88 ORTHO HEIGHT -  1044.918 (meters)     3428.20  (feet) ADJUSTED
 PU2543  ______________________________________________________________________
 PU2543  GEOID HEIGHT    -        -15.792 (meters)                     GEOID18
 PU2543  DYNAMIC HEIGHT  -       1044.575 (meters)     3427.08  (feet) COMP
 PU2543  MODELED GRAVITY -    980,253.4   (mgal)                       NAVD 88
 PU2543
 PU2543  VERT ORDER      -  FIRST     CLASS II
 PU2543
 PU2543.The horizontal coordinates were scaled from a map and have
 PU2543.an estimated accuracy of +/- 6 seconds.
 PU2543
 PU2543.The orthometric height was determined by differential leveling and
 PU2543.adjusted by the NATIONAL GEODETIC SURVEY
 PU2543.in September 1993.
 PU2543
 PU2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2543.GEOID18 height accuracy estimate available here.
 PU2543
 PU2543.Click photographs - Photos may exist for this station.
 PU2543
 PU2543.The dynamic height is computed by dividing the NAVD 88
 PU2543.geopotential number by the normal gravity value computed on the
 PU2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2543.degrees latitude (g = 980.6199 gals.).
 PU2543
 PU2543.The modeled gravity was interpolated from observed gravity values.
 PU2543
 PU2543;                    North         East    Units  Estimated Accuracy
 PU2543;SPC SD S     -   201,100.      367,700.      MT  (+/- 180 meters Scaled)
 PU2543
 PU2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ412852(NAD 83)
 PU2543
 PU2543                          SUPERSEDED SURVEY CONTROL
 PU2543
 PU2543.No superseded survey control is available for this station.
 PU2543
 PU2543_MARKER: DB = BENCH MARK DISK
 PU2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2543_STAMPING: I90 57.53
 PU2543_MARK LOGO: SDDT
 PU2543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2543+STABILITY: SURFACE MOTION
 PU2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2543+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2543
 PU2543  HISTORY     - Date     Condition        Report By
 PU2543  HISTORY     - 1990     MONUMENTED       SDDT
 PU2543  HISTORY     - 19910726 GOOD             NGS
 PU2543  HISTORY     - 19981129 GOOD             USPSQD
 PU2543  HISTORY     - 20120905 POOR             INDIV
 PU2543
 PU2543                          STATION DESCRIPTION
 PU2543
 PU2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2543'3.3 KM (2.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2543'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 18.2 M (59.7 FT)
 PU2543'NORTH OF THE CENTER OF THE INTERSECTION OF INTERSTATE HIGHWAYS 90,
 PU2543'190 AND U.S. HIGHWAY 16 OFF RAMP, 3.0 M (9.8 FT) WEST-SOUTHWEST OF
 PU2543'THE WEST END OF A CHAIN-LINK FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 PU2543'THE HIGHWAY, 0.7 M (2.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND A
 PU2543'BRACED FENCE POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2543
 PU2543                          STATION RECOVERY (1998)
 PU2543
 PU2543'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2543'RECOVERED IN GOOD CONDITION.
 PU2543
 PU2543                          STATION RECOVERY (2012)
 PU2543
 PU2543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2543'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2544 ***********************************************************************
 PU2544  DESIGNATION -  I90 057.7
 PU2544  PID         -  PU2544
 PU2544  STATE/COUNTY-  SD/PENNINGTON
 PU2544  COUNTRY     -  US
 PU2544  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2544
 PU2544                         *CURRENT SURVEY CONTROL
 PU2544  ______________________________________________________________________
 PU2544* NAD 83(1986) POSITION- 44 06 16.     (N) 103 14 03.     (W)   SCALED
 PU2544* NAVD 88 ORTHO HEIGHT -  1033.445 (meters)     3390.56  (feet) ADJUSTED
 PU2544  ______________________________________________________________________
 PU2544  GEOID HEIGHT    -        -15.799 (meters)                     GEOID18
 PU2544  DYNAMIC HEIGHT  -       1033.105 (meters)     3389.45  (feet) COMP
 PU2544  MODELED GRAVITY -    980,253.9   (mgal)                       NAVD 88
 PU2544
 PU2544  VERT ORDER      -  FIRST     CLASS II
 PU2544
 PU2544.The horizontal coordinates were scaled from a map and have
 PU2544.an estimated accuracy of +/- 6 seconds.
 PU2544
 PU2544.The orthometric height was determined by differential leveling and
 PU2544.adjusted by the NATIONAL GEODETIC SURVEY
 PU2544.in September 1993.
 PU2544
 PU2544.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2544.GEOID18 height accuracy estimate available here.
 PU2544
 PU2544.Click photographs - Photos may exist for this station.
 PU2544
 PU2544.The dynamic height is computed by dividing the NAVD 88
 PU2544.geopotential number by the normal gravity value computed on the
 PU2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2544.degrees latitude (g = 980.6199 gals.).
 PU2544
 PU2544.The modeled gravity was interpolated from observed gravity values.
 PU2544
 PU2544;                    North         East    Units  Estimated Accuracy
 PU2544;SPC SD S     -   200,820.      367,800.      MT  (+/- 180 meters Scaled)
 PU2544
 PU2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ413849(NAD 83)
 PU2544
 PU2544                          SUPERSEDED SURVEY CONTROL
 PU2544
 PU2544.No superseded survey control is available for this station.
 PU2544
 PU2544_MARKER: P = PIPE CAP
 PU2544_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2544_MARK LOGO: NONE
 PU2544_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2544_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2544+STABILITY: POSITION/ELEVATION WELL
 PU2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2544+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2011
 PU2544_ROD/PIPE-DEPTH: 12.8 meters
 PU2544_SLEEVE-DEPTH  : 3.0 meters
 PU2544
 PU2544  HISTORY     - Date     Condition        Report By
 PU2544  HISTORY     - 1981     MONUMENTED       SDDT
 PU2544  HISTORY     - 19910726 GOOD             NGS
 PU2544  HISTORY     - 19981129 GOOD             USPSQD
 PU2544  HISTORY     - 20110125 GOOD             INDIV
 PU2544
 PU2544                          STATION DESCRIPTION
 PU2544
 PU2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2544'3.5 KM (2.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2544'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 174.0 M (570.9
 PU2544'FT) WEST OF THE SOUTHWEST CORNER OF BRIDGE NUMBER 52-409-285, 57.0 M
 PU2544'(187.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU2544'HIGHWAY, 34.0 M (111.5 FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND
 PU2544'OFF RAMP (EXIT 57), 19.2 M (63.0 FT) SOUTHWEST OF A FENCE CORNER, 2.4
 PU2544'M (7.9 FT) NORTHEAST OF A FENCE CORNER, 2.0 M (6.6 FT) ABOVE THE
 PU2544'LEVEL OF THE RAMP, AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST.
 PU2544'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 PU2544'THERE IS A SDDT ALUMINUM TAG STAMPED BM NO. A2 ELEV 3383.787
 PU2544'ATTACHED TO THE MONUMENT.
 PU2544
 PU2544                          STATION RECOVERY (1998)
 PU2544
 PU2544'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2544'RECOVERED IN GOOD CONDITION.
 PU2544
 PU2544                          STATION RECOVERY (2011)
 PU2544
 PU2544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2542 ***********************************************************************
 PU2542  DESIGNATION -  I90 058.3
 PU2542  PID         -  PU2542
 PU2542  STATE/COUNTY-  SD/PENNINGTON
 PU2542  COUNTRY     -  US
 PU2542  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2542
 PU2542                         *CURRENT SURVEY CONTROL
 PU2542  ______________________________________________________________________
 PU2542* NAD 83(1986) POSITION- 44 06 15.     (N) 103 13 14.     (W)   SCALED
 PU2542* NAVD 88 ORTHO HEIGHT -  1012.148 (meters)     3320.69  (feet) ADJUSTED
 PU2542  ______________________________________________________________________
 PU2542  GEOID HEIGHT    -        -15.885 (meters)                     GEOID18
 PU2542  DYNAMIC HEIGHT  -       1011.816 (meters)     3319.60  (feet) COMP
 PU2542  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 PU2542
 PU2542  VERT ORDER      -  FIRST     CLASS II
 PU2542
 PU2542.The horizontal coordinates were scaled from a map and have
 PU2542.an estimated accuracy of +/- 6 seconds.
 PU2542
 PU2542.The orthometric height was determined by differential leveling and
 PU2542.adjusted by the NATIONAL GEODETIC SURVEY
 PU2542.in September 1993.
 PU2542
 PU2542.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2542.GEOID18 height accuracy estimate available here.
 PU2542
 PU2542.Click photographs - Photos may exist for this station.
 PU2542
 PU2542.The dynamic height is computed by dividing the NAVD 88
 PU2542.geopotential number by the normal gravity value computed on the
 PU2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2542.degrees latitude (g = 980.6199 gals.).
 PU2542
 PU2542.The modeled gravity was interpolated from observed gravity values.
 PU2542
 PU2542;                    North         East    Units  Estimated Accuracy
 PU2542;SPC SD S     -   200,750.      368,890.      MT  (+/- 180 meters Scaled)
 PU2542
 PU2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ424849(NAD 83)
 PU2542
 PU2542                          SUPERSEDED SURVEY CONTROL
 PU2542
 PU2542.No superseded survey control is available for this station.
 PU2542
 PU2542_MARKER: I = METAL ROD
 PU2542_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 PU2542_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 PU2542_MARK LOGO: NONE
 PU2542_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2542_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2542+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2542_ROD/PIPE-DEPTH: 12.8 meters
 PU2542_SLEEVE-DEPTH  : 3.0 meters
 PU2542
 PU2542  HISTORY     - Date     Condition        Report By
 PU2542  HISTORY     - 1979     MONUMENTED       SDDT
 PU2542  HISTORY     - 19910726 GOOD             NGS
 PU2542  HISTORY     - 19981126 GOOD             USPSQD
 PU2542  HISTORY     - 20120905 MARK NOT FOUND   INDIV
 PU2542
 PU2542                          STATION DESCRIPTION
 PU2542
 PU2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2542'4.6 KM (2.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2542'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN THE MEDIAN OF
 PU2542'THE HIGHWAY, 84.0 M (275.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 PU2542'BRIDGE NUMBER 52-415-286, 13.8 M (45.3 FT) NORTH OF THE CENTERLINE OF
 PU2542'THE EASTBOUND LANES OF THE HIGHWAY, 1.1 M (3.6 FT) BELOW THE LEVEL OF
 PU2542'THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 PU2542'TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS
 PU2542'UNSTAMPED.
 PU2542
 PU2542                          STATION RECOVERY (1998)
 PU2542
 PU2542'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2542'RECOVERED IN GOOD CONDITION.
 PU2542
 PU2542                          STATION RECOVERY (2012)
 PU2542
 PU2542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2541 ***********************************************************************
 PU2541  DESIGNATION -  I90 058.55
 PU2541  PID         -  PU2541
 PU2541  STATE/COUNTY-  SD/PENNINGTON
 PU2541  COUNTRY     -  US
 PU2541  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2541
 PU2541                         *CURRENT SURVEY CONTROL
 PU2541  ______________________________________________________________________
 PU2541* NAD 83(1986) POSITION- 44 06 17.     (N) 103 12 57.     (W)   SCALED
 PU2541* NAVD 88 ORTHO HEIGHT -  1017.416 (meters)     3337.97  (feet) ADJUSTED
 PU2541  ______________________________________________________________________
 PU2541  GEOID HEIGHT    -        -15.915 (meters)                     GEOID18
 PU2541  DYNAMIC HEIGHT  -       1017.082 (meters)     3336.88  (feet) COMP
 PU2541  MODELED GRAVITY -    980,255.0   (mgal)                       NAVD 88
 PU2541
 PU2541  VERT ORDER      -  FIRST     CLASS II
 PU2541
 PU2541.The horizontal coordinates were scaled from a map and have
 PU2541.an estimated accuracy of +/- 6 seconds.
 PU2541
 PU2541.The orthometric height was determined by differential leveling and
 PU2541.adjusted by the NATIONAL GEODETIC SURVEY
 PU2541.in September 1993.
 PU2541
 PU2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2541.GEOID18 height accuracy estimate available here.
 PU2541
 PU2541.Click photographs - Photos may exist for this station.
 PU2541
 PU2541.The dynamic height is computed by dividing the NAVD 88
 PU2541.geopotential number by the normal gravity value computed on the
 PU2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2541.degrees latitude (g = 980.6199 gals.).
 PU2541
 PU2541.The modeled gravity was interpolated from observed gravity values.
 PU2541
 PU2541;                    North         East    Units  Estimated Accuracy
 PU2541;SPC SD S     -   200,790.      369,270.      MT  (+/- 180 meters Scaled)
 PU2541
 PU2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ427850(NAD 83)
 PU2541
 PU2541                          SUPERSEDED SURVEY CONTROL
 PU2541
 PU2541.No superseded survey control is available for this station.
 PU2541
 PU2541_MARKER: DB = BENCH MARK DISK
 PU2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2541_STAMPING: I90 58.55
 PU2541_MARK LOGO: SDDT
 PU2541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2541+STABILITY: SURFACE MOTION
 PU2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2541+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2541
 PU2541  HISTORY     - Date     Condition        Report By
 PU2541  HISTORY     - 1990     MONUMENTED       SDDT
 PU2541  HISTORY     - 19910726 GOOD             NGS
 PU2541  HISTORY     - 19981126 GOOD             USPSQD
 PU2541  HISTORY     - 20110110 POOR             INDIV
 PU2541
 PU2541                          STATION DESCRIPTION
 PU2541
 PU2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2541'5.0 KM (3.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2541'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 31.5 M (103.3
 PU2541'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 PU2541'THE HIGHWAY, 28.1 M (92.2 FT) NORTHEAST OF THE NORTH LEG OF A HIGHWAY
 PU2541'INFORMATION SIGN (EXIT 58 HAYNES AVENUE), 1.0 M (3.3 FT) SOUTH OF A
 PU2541'CHAIN-LINK FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 PU2541'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2541
 PU2541                          STATION RECOVERY (1998)
 PU2541
 PU2541'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2541'RECOVERED IN GOOD CONDITION.
 PU2541
 PU2541                          STATION RECOVERY (2011)
 PU2541
 PU2541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2541'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2540 ***********************************************************************
 PU2540  DESIGNATION -  I90 058.7
 PU2540  PID         -  PU2540
 PU2540  STATE/COUNTY-  SD/PENNINGTON
 PU2540  COUNTRY     -  US
 PU2540  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2540
 PU2540                         *CURRENT SURVEY CONTROL
 PU2540  ______________________________________________________________________
 PU2540* NAD 83(1986) POSITION- 44 06 15.     (N) 103 12 44.     (W)   SCALED
 PU2540* NAVD 88 ORTHO HEIGHT -  1010.347 (meters)     3314.78  (feet) ADJUSTED
 PU2540  ______________________________________________________________________
 PU2540  GEOID HEIGHT    -        -15.937 (meters)                     GEOID18
 PU2540  DYNAMIC HEIGHT  -       1010.015 (meters)     3313.69  (feet) COMP
 PU2540  MODELED GRAVITY -    980,255.4   (mgal)                       NAVD 88
 PU2540
 PU2540  VERT ORDER      -  FIRST     CLASS II
 PU2540
 PU2540.The horizontal coordinates were scaled from a map and have
 PU2540.an estimated accuracy of +/- 6 seconds.
 PU2540
 PU2540.The orthometric height was determined by differential leveling and
 PU2540.adjusted by the NATIONAL GEODETIC SURVEY
 PU2540.in September 1993.
 PU2540
 PU2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2540.GEOID18 height accuracy estimate available here.
 PU2540
 PU2540.Click photographs - Photos may exist for this station.
 PU2540
 PU2540.The dynamic height is computed by dividing the NAVD 88
 PU2540.geopotential number by the normal gravity value computed on the
 PU2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2540.degrees latitude (g = 980.6199 gals.).
 PU2540
 PU2540.The modeled gravity was interpolated from observed gravity values.
 PU2540
 PU2540;                    North         East    Units  Estimated Accuracy
 PU2540;SPC SD S     -   200,720.      369,560.      MT  (+/- 180 meters Scaled)
 PU2540
 PU2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ430849(NAD 83)
 PU2540
 PU2540                          SUPERSEDED SURVEY CONTROL
 PU2540
 PU2540.No superseded survey control is available for this station.
 PU2540
 PU2540_MARKER: I = METAL ROD
 PU2540_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 PU2540_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 PU2540_MARK LOGO: NONE
 PU2540_PROJECTION: FLUSH
 PU2540_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2540+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2540_ROD/PIPE-DEPTH: 11.7 meters
 PU2540_SLEEVE-DEPTH  : 3.0 meters
 PU2540
 PU2540  HISTORY     - Date     Condition        Report By
 PU2540  HISTORY     - 1979     MONUMENTED       SDDT
 PU2540  HISTORY     - 19910726 GOOD             NGS
 PU2540  HISTORY     - 19981126 MARK NOT FOUND   USPSQD
 PU2540  HISTORY     - 20110108 MARK NOT FOUND   INDIV
 PU2540
 PU2540                          STATION DESCRIPTION
 PU2540
 PU2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2540'5.3 KM (3.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2540'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 30.3 M (99.4 FT)
 PU2540'WEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER 52-420-286, 13.8 M
 PU2540'(45.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2540'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 PU2540'(1.6 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 PU2540'THROUGH A 4-INCH PVC SCREW CAP.  THERE IS A SDDT ALUMINUM TAG STAMPED
 PU2540'BM NO. C2 ELEV 3312.760 ATTACHED TO THE MONUMENT.
 PU2540
 PU2540                          STATION RECOVERY (1998)
 PU2540
 PU2540'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2540'MARK NOT FOUND.
 PU2540
 PU2540                          STATION RECOVERY (2011)
 PU2540
 PU2540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2540'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2539 ***********************************************************************
 PU2539  DESIGNATION -  I90 059.20
 PU2539  PID         -  PU2539
 PU2539  STATE/COUNTY-  SD/PENNINGTON
 PU2539  COUNTRY     -  US
 PU2539  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2539
 PU2539                         *CURRENT SURVEY CONTROL
 PU2539  ______________________________________________________________________
 PU2539* NAD 83(1986) POSITION- 44 06 11.     (N) 103 12 11.     (W)   SCALED
 PU2539* NAVD 88 ORTHO HEIGHT -  1012.230 (meters)     3320.96  (feet) ADJUSTED
 PU2539  ______________________________________________________________________
 PU2539  GEOID HEIGHT    -        -15.993 (meters)                     GEOID18
 PU2539  DYNAMIC HEIGHT  -       1011.899 (meters)     3319.87  (feet) COMP
 PU2539  MODELED GRAVITY -    980,256.0   (mgal)                       NAVD 88
 PU2539
 PU2539  VERT ORDER      -  FIRST     CLASS II
 PU2539
 PU2539.The horizontal coordinates were scaled from a map and have
 PU2539.an estimated accuracy of +/- 6 seconds.
 PU2539
 PU2539.The orthometric height was determined by differential leveling and
 PU2539.adjusted by the NATIONAL GEODETIC SURVEY
 PU2539.in October 1997.
 PU2539
 PU2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2539.GEOID18 height accuracy estimate available here.
 PU2539
 PU2539.Click photographs - Photos may exist for this station.
 PU2539
 PU2539.The dynamic height is computed by dividing the NAVD 88
 PU2539.geopotential number by the normal gravity value computed on the
 PU2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2539.degrees latitude (g = 980.6199 gals.).
 PU2539
 PU2539.The modeled gravity was interpolated from observed gravity values.
 PU2539
 PU2539;                    North         East    Units  Estimated Accuracy
 PU2539;SPC SD S     -   200,570.      370,290.      MT  (+/- 180 meters Scaled)
 PU2539
 PU2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ438848(NAD 83)
 PU2539
 PU2539                          SUPERSEDED SURVEY CONTROL
 PU2539
 PU2539  NAVD 88 (09/29/93) 1012.225  (m)         3320.94   (f) SUPERSEDED  1 2
 PU2539
 PU2539.Superseded values are not recommended for survey control.
 PU2539
 PU2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2539.See file dsdata.pdf to determine how the superseded data were derived.
 PU2539
 PU2539_MARKER: P = PIPE CAP
 PU2539_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2539_MARK LOGO: NONE
 PU2539_PROJECTION: PROJECTING 4 CENTIMETERS
 PU2539_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2539+STABILITY: POSITION/ELEVATION WELL
 PU2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2539+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2011
 PU2539_ROD/PIPE-DEPTH: 12.8 meters
 PU2539_SLEEVE-DEPTH  : 3.0 meters
 PU2539
 PU2539  HISTORY     - Date     Condition        Report By
 PU2539  HISTORY     - 1981     MONUMENTED       SDDT
 PU2539  HISTORY     - 19910726 GOOD             NGS
 PU2539  HISTORY     - 19950524 GOOD             NGS
 PU2539  HISTORY     - 19981126 GOOD             USPSQD
 PU2539  HISTORY     - 20070301 GOOD             INDIV
 PU2539  HISTORY     - 20110208 GOOD             INDIV
 PU2539
 PU2539                          STATION DESCRIPTION
 PU2539
 PU2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2539'6.0 KM (3.70 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2539'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 100.0 M (328.1
 PU2539'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PU2539'35.0 M (114.8 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF
 PU2539'LACROSS STREET, 30.4 M (99.7 FT) SOUTH OF AND LEVEL WITH THE CENTER
 PU2539'OF AN EASTBOUND ON RAMP (EXIT 59), 0.4 M (1.3 FT) WEST OF A WITNESS
 PU2539'POST, AND 0.2 M (0.7 FT) NORTH OF A CHAIN-LINK FENCE.  NOTE--ACCESS
 PU2539'TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THERE IS A
 PU2539'SDDT ALUMINUM TAG STAMPED BM NO. A1 ELEV 3319.439 ATTACHED TO THE
 PU2539'MONUMENT.
 PU2539
 PU2539                          STATION RECOVERY (1995)
 PU2539
 PU2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2539'IN RAPID CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND
 PU2539'LACROSS STREET (EXIT 59), 102.7 M (336.9 FT) SOUTH OF THE CENTERLINE
 PU2539'OF THE EASTBOUND LANES OF THE HIGHWAY, 46.7 M (153.2 FT) NORTH OF THE
 PU2539'CENTER OF THE ENTRANCE DOOR TO THE HOLIDAY INN REUNION BAR, 35.0 M
 PU2539'(114.8 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE STREET,
 PU2539'1.0 M (3.3 FT) BELOW THE LEVEL OF THE STREET, 0.4 M (1.3 FT) WEST OF A
 PU2539'WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A CHAIN-LINK FENCE.  NOTE
 PU2539'ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THERE IS
 PU2539'A SDDT METAL TAG STAMPED BM NO. A1 ELEV 3319.439 ATTACHED TO THE
 PU2539'MONUMENT.
 PU2539
 PU2539                          STATION RECOVERY (1998)
 PU2539
 PU2539'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2539'RECOVERED IN GOOD CONDITION.
 PU2539
 PU2539                          STATION RECOVERY (2007)
 PU2539
 PU2539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MJL)
 PU2539'RECOVERED IN GOOD CONDITION.
 PU2539
 PU2539                          STATION RECOVERY (2011)
 PU2539
 PU2539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2538 ***********************************************************************
 PU2538  DESIGNATION -  I90 059.56
 PU2538  PID         -  PU2538
 PU2538  STATE/COUNTY-  SD/PENNINGTON
 PU2538  COUNTRY     -  US
 PU2538  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2538
 PU2538                         *CURRENT SURVEY CONTROL
 PU2538  ______________________________________________________________________
 PU2538* NAD 83(1986) POSITION- 44 06 15.     (N) 103 11 45.     (W)   SCALED
 PU2538* NAVD 88 ORTHO HEIGHT -   988.208 (meters)     3242.15  (feet) ADJUSTED
 PU2538  ______________________________________________________________________
 PU2538  GEOID HEIGHT    -        -16.038 (meters)                     GEOID18
 PU2538  DYNAMIC HEIGHT  -        987.884 (meters)     3241.08  (feet) COMP
 PU2538  MODELED GRAVITY -    980,256.3   (mgal)                       NAVD 88
 PU2538
 PU2538  VERT ORDER      -  FIRST     CLASS II
 PU2538
 PU2538.The horizontal coordinates were scaled from a map and have
 PU2538.an estimated accuracy of +/- 6 seconds.
 PU2538
 PU2538.The orthometric height was determined by differential leveling and
 PU2538.adjusted by the NATIONAL GEODETIC SURVEY
 PU2538.in October 1997.
 PU2538
 PU2538.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2538.GEOID18 height accuracy estimate available here.
 PU2538
 PU2538.Click photographs - Photos may exist for this station.
 PU2538
 PU2538.The dynamic height is computed by dividing the NAVD 88
 PU2538.geopotential number by the normal gravity value computed on the
 PU2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2538.degrees latitude (g = 980.6199 gals.).
 PU2538
 PU2538.The modeled gravity was interpolated from observed gravity values.
 PU2538
 PU2538;                    North         East    Units  Estimated Accuracy
 PU2538;SPC SD S     -   200,680.      370,870.      MT  (+/- 180 meters Scaled)
 PU2538
 PU2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ443850(NAD 83)
 PU2538
 PU2538                          SUPERSEDED SURVEY CONTROL
 PU2538
 PU2538  NAVD 88 (09/29/93)  988.205  (m)         3242.14   (f) SUPERSEDED  1 2
 PU2538
 PU2538.Superseded values are not recommended for survey control.
 PU2538
 PU2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2538.See file dsdata.pdf to determine how the superseded data were derived.
 PU2538
 PU2538_MARKER: DB = BENCH MARK DISK
 PU2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2538_STAMPING: I90 59.56
 PU2538_MARK LOGO: SDDT
 PU2538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2538+STABILITY: SURFACE MOTION
 PU2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2538+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2012
 PU2538
 PU2538  HISTORY     - Date     Condition        Report By
 PU2538  HISTORY     - 1990     MONUMENTED       SDDT
 PU2538  HISTORY     - 19910726 GOOD             NGS
 PU2538  HISTORY     - 19950524 GOOD             NGS
 PU2538  HISTORY     - 19981126 GOOD             USPSQD
 PU2538  HISTORY     - 20070301 GOOD             INDIV
 PU2538  HISTORY     - 20120920 GOOD             INDIV
 PU2538
 PU2538                          STATION DESCRIPTION
 PU2538
 PU2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2538'6.6 KM (4.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2538'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 31.9 M (104.7
 PU2538'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2538'23.3 M (76.4 FT) NORTHWEST OF THE SOUTH LEG OF A HIGHWAY INFORMATION
 PU2538'SIGN, 0.7 M (2.3 FT) SOUTH-SOUTHWEST OF A FENCE, 0.6 M (2.0 FT) BELOW
 PU2538'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A WITNESS
 PU2538'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2538
 PU2538                          STATION RECOVERY (1995)
 PU2538
 PU2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2538'2.9 KM (1.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2538'JUNCTION OF INTERSTATE HIGHWAY 190 (EXIT 57) IN RAPID CITY, 31.9 M
 PU2538'(104.7 FT) NORTH OF THE WESTBOUND HIGHWAY CENTERLINE, 22.4 M (73.5 FT)
 PU2538'NORTHWEST OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN, 0.8 M (2.6
 PU2538'FT) SOUTH OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 PU2538'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 PU2538'FLUSH WITH THE GROUND SURFACE.
 PU2538
 PU2538                          STATION RECOVERY (1998)
 PU2538
 PU2538'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2538'RECOVERED IN GOOD CONDITION.
 PU2538
 PU2538                          STATION RECOVERY (2007)
 PU2538
 PU2538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MJL)
 PU2538'RECOVERED IN GOOD CONDITION.
 PU2538
 PU2538                          STATION RECOVERY (2012)
 PU2538
 PU2538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2537 ***********************************************************************
 PU2537  DESIGNATION -  I90 060.30
 PU2537  PID         -  PU2537
 PU2537  STATE/COUNTY-  SD/PENNINGTON
 PU2537  COUNTRY     -  US
 PU2537  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2537
 PU2537                         *CURRENT SURVEY CONTROL
 PU2537  ______________________________________________________________________
 PU2537* NAD 83(1986) POSITION- 44 05 59.     (N) 103 10 56.     (W)   SCALED
 PU2537* NAVD 88 ORTHO HEIGHT -   972.939 (meters)     3192.05  (feet) ADJUSTED
 PU2537  ______________________________________________________________________
 PU2537  GEOID HEIGHT    -        -16.117 (meters)                     GEOID18
 PU2537  DYNAMIC HEIGHT  -        972.618 (meters)     3191.00  (feet) COMP
 PU2537  MODELED GRAVITY -    980,255.8   (mgal)                       NAVD 88
 PU2537
 PU2537  VERT ORDER      -  FIRST     CLASS II
 PU2537
 PU2537.The horizontal coordinates were scaled from a map and have
 PU2537.an estimated accuracy of +/- 6 seconds.
 PU2537
 PU2537.The orthometric height was determined by differential leveling and
 PU2537.adjusted by the NATIONAL GEODETIC SURVEY
 PU2537.in October 1997.
 PU2537
 PU2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2537.GEOID18 height accuracy estimate available here.
 PU2537
 PU2537.Click photographs - Photos may exist for this station.
 PU2537
 PU2537.The dynamic height is computed by dividing the NAVD 88
 PU2537.geopotential number by the normal gravity value computed on the
 PU2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2537.degrees latitude (g = 980.6199 gals.).
 PU2537
 PU2537.The modeled gravity was interpolated from observed gravity values.
 PU2537
 PU2537;                    North         East    Units  Estimated Accuracy
 PU2537;SPC SD S     -   200,150.      371,940.      MT  (+/- 180 meters Scaled)
 PU2537
 PU2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ454845(NAD 83)
 PU2537
 PU2537                          SUPERSEDED SURVEY CONTROL
 PU2537
 PU2537  NAVD 88 (09/29/93)  972.934  (m)         3192.03   (f) SUPERSEDED  1 2
 PU2537
 PU2537.Superseded values are not recommended for survey control.
 PU2537
 PU2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2537.See file dsdata.pdf to determine how the superseded data were derived.
 PU2537
 PU2537_MARKER: DB = BENCH MARK DISK
 PU2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2537_STAMPING: I90 60.30
 PU2537_MARK LOGO: SDDT
 PU2537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2537+STABILITY: SURFACE MOTION
 PU2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2537+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 PU2537
 PU2537  HISTORY     - Date     Condition        Report By
 PU2537  HISTORY     - 1990     MONUMENTED       SDDT
 PU2537  HISTORY     - 19910726 GOOD             NGS
 PU2537  HISTORY     - 19950501 GOOD             NGS
 PU2537  HISTORY     - 20110329 MARK NOT FOUND   INDIV
 PU2537
 PU2537                          STATION DESCRIPTION
 PU2537
 PU2537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2537'7.9 KM (4.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2537'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 31.5 M (103.3
 PU2537'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2537'27.8 M (91.2 FT) NORTHEAST OF A HIGHWAY INFORMATION SIGN (WEST
 PU2537'INTERSTATE 90 AND US 14), 7.0 M (23.0 FT) SOUTH OF THE SOUTH LEG OF A
 PU2537'BILLBOARD, 1.0 M (3.3 FT) SOUTH OF A T-FENCE CORNER, 0.4 M (1.3 FT)
 PU2537'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2537'SURFACE.
 PU2537
 PU2537                          STATION RECOVERY (1995)
 PU2537
 PU2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2537'4.2 KM (2.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2537'JUNCTION OF INTERSTATE HIGHWAY 190 (EXIT 57) IN RAPID CITY, 567.0 M
 PU2537'(1860.2 FT) EAST OF MILEPOST 60, 31.3 M (102.7 FT) NORTH OF THE
 PU2537'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 7.4 M (24.3 FT)
 PU2537'SOUTHEAST OF THE SOUTHWEST LEG OF A BILLBOARD, 1.5 M (4.9 FT) BELOW
 PU2537'THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A T-FENCE CORNER,
 PU2537'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2537'THE GROUND SURFACE.
 PU2537
 PU2537                          STATION RECOVERY (2011)
 PU2537
 PU2537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2536 ***********************************************************************
 PU2536  DESIGNATION -  I90 060.6
 PU2536  PID         -  PU2536
 PU2536  STATE/COUNTY-  SD/PENNINGTON
 PU2536  COUNTRY     -  US
 PU2536  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2536
 PU2536                         *CURRENT SURVEY CONTROL
 PU2536  ______________________________________________________________________
 PU2536* NAD 83(1986) POSITION- 44 05 52.     (N) 103 10 39.     (W)   SCALED
 PU2536* NAVD 88 ORTHO HEIGHT -   974.547 (meters)     3197.33  (feet) ADJUSTED
 PU2536  ______________________________________________________________________
 PU2536  GEOID HEIGHT    -        -16.144 (meters)                     GEOID18
 PU2536  DYNAMIC HEIGHT  -        974.226 (meters)     3196.27  (feet) COMP
 PU2536  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 PU2536
 PU2536  VERT ORDER      -  FIRST     CLASS II
 PU2536
 PU2536.The horizontal coordinates were scaled from a map and have
 PU2536.an estimated accuracy of +/- 6 seconds.
 PU2536
 PU2536.The orthometric height was determined by differential leveling and
 PU2536.adjusted by the NATIONAL GEODETIC SURVEY
 PU2536.in September 1993.
 PU2536
 PU2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2536.GEOID18 height accuracy estimate available here.
 PU2536
 PU2536.Click photographs - Photos may exist for this station.
 PU2536
 PU2536.The dynamic height is computed by dividing the NAVD 88
 PU2536.geopotential number by the normal gravity value computed on the
 PU2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2536.degrees latitude (g = 980.6199 gals.).
 PU2536
 PU2536.The modeled gravity was interpolated from observed gravity values.
 PU2536
 PU2536;                    North         East    Units  Estimated Accuracy
 PU2536;SPC SD S     -   199,920.      372,310.      MT  (+/- 180 meters Scaled)
 PU2536
 PU2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ458843(NAD 83)
 PU2536
 PU2536                          SUPERSEDED SURVEY CONTROL
 PU2536
 PU2536.No superseded survey control is available for this station.
 PU2536
 PU2536_MARKER: Z = SEE DESCRIPTION
 PU2536_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2536_STAMPING: I90 60.6
 PU2536_MARK LOGO: NGS
 PU2536_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2536_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2536+STABILITY: POSITION/ELEVATION WELL
 PU2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2536+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2011
 PU2536_ROD/PIPE-DEPTH: 6.4 meters
 PU2536_SLEEVE-DEPTH  : 2.0 meters
 PU2536
 PU2536  HISTORY     - Date     Condition        Report By
 PU2536  HISTORY     - 1990     MONUMENTED       SDDT
 PU2536  HISTORY     - 19910726 GOOD             NGS
 PU2536  HISTORY     - 19950501 GOOD             NGS
 PU2536  HISTORY     - 19981126 GOOD             USPSQD
 PU2536  HISTORY     - 20110222 GOOD             INDIV
 PU2536
 PU2536                          STATION DESCRIPTION
 PU2536
 PU2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2536'8.2 KM (5.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2536'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2536'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2536'GALVANIZED STEEL PIPE, 100.0 M (328.1 FT) SOUTH OF THE CENTERLINE OF
 PU2536'THE EASTBOUND LANES OF THE HIGHWAY, 96.0 M (315.0 FT) SOUTHEAST OF
 PU2536'THE SOUTHWEST CORNER OF BRIDGE NUMBER 52-436-289, 15.9 M (52.2 FT)
 PU2536'NORTHEAST OF A T-FENCE CORNER, 12.0 M (39.4 FT) NORTH-NORTHWEST OF
 PU2536'THE STATE DEPARTMENT OF TRANSPORTATION MAINTENANCE SHOP, 1.7 M (5.6
 PU2536'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A
 PU2536'CHAIN-LINK FENCE BRACE POST STRUCTURE, AND 0.5 M (1.6 FT) SOUTHEAST
 PU2536'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2536'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2536
 PU2536                          STATION RECOVERY (1995)
 PU2536
 PU2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2536'IN RAPID CITY, AT 2300 EGLIN STREET, 956.0 M (3136.5 FT) EAST OF
 PU2536'MILEPOST 60, 212.4 M (696.8 FT) NORTHWEST OF THE STREET CENTERLINE,
 PU2536'16.0 M (52.5 FT) NORTHEAST OF A CHAIN-LINK T-FENCE CORNER, 11.9 M
 PU2536'(39.0 FT) NORTHWEST OF THE WEST CORNER OF THE MOST NORTHWESTERLY OF 3
 PU2536'STATE MAINTENANCE BUILDINGS AT 2300 EGLIN STREET, 0.7 M (2.3 FT)
 PU2536'SOUTHEAST OF A CHAIN-LINK FENCE, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS
 PU2536'POST, AND 0.4 M (1.3 FT) NORTHWEST OF A METAL GUARD POST. NOTE--THE
 PU2536'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 PU2536'IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 PU2536'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2536'THE MARK IS ON PROPERTY OWNED BY THE SOUTH DAKOTA DEPARTMENT OF
 PU2536'TRANSPORTATION, 2300 EGLIN STREET, RAPID CITY, SD 57701, TELEPHONE
 PU2536'NUMBER (605) 347-3636.
 PU2536
 PU2536                          STATION RECOVERY (1998)
 PU2536
 PU2536'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2536'RECOVERED IN GOOD CONDITION.
 PU2536
 PU2536                          STATION RECOVERY (2011)
 PU2536
 PU2536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2535 ***********************************************************************
 PU2535  DESIGNATION -  I90 060.8
 PU2535  PID         -  PU2535
 PU2535  STATE/COUNTY-  SD/PENNINGTON
 PU2535  COUNTRY     -  US
 PU2535  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2535
 PU2535                         *CURRENT SURVEY CONTROL
 PU2535  ______________________________________________________________________
 PU2535* NAD 83(1986) POSITION- 44 05 56.     (N) 103 10 21.     (W)   SCALED
 PU2535* NAVD 88 ORTHO HEIGHT -   969.020 (meters)     3179.19  (feet) ADJUSTED
 PU2535  ______________________________________________________________________
 PU2535  GEOID HEIGHT    -        -16.173 (meters)                     GEOID18
 PU2535  DYNAMIC HEIGHT  -        968.701 (meters)     3178.15  (feet) COMP
 PU2535  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 PU2535
 PU2535  VERT ORDER      -  FIRST     CLASS II
 PU2535
 PU2535.The horizontal coordinates were scaled from a map and have
 PU2535.an estimated accuracy of +/- 6 seconds.
 PU2535
 PU2535.The orthometric height was determined by differential leveling and
 PU2535.adjusted by the NATIONAL GEODETIC SURVEY
 PU2535.in September 1993.
 PU2535
 PU2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2535.GEOID18 height accuracy estimate available here.
 PU2535
 PU2535.Click photographs - Photos may exist for this station.
 PU2535
 PU2535.The dynamic height is computed by dividing the NAVD 88
 PU2535.geopotential number by the normal gravity value computed on the
 PU2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2535.degrees latitude (g = 980.6199 gals.).
 PU2535
 PU2535.The modeled gravity was interpolated from observed gravity values.
 PU2535
 PU2535;                    North         East    Units  Estimated Accuracy
 PU2535;SPC SD S     -   200,030.      372,720.      MT  (+/- 180 meters Scaled)
 PU2535
 PU2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ462844(NAD 83)
 PU2535
 PU2535                          SUPERSEDED SURVEY CONTROL
 PU2535
 PU2535.No superseded survey control is available for this station.
 PU2535
 PU2535_MARKER: Z = SEE DESCRIPTION
 PU2535_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2535_STAMPING: I90 60.8
 PU2535_MARK LOGO: NGS
 PU2535_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2535_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2535+STABILITY: POSITION/ELEVATION WELL
 PU2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2535+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 PU2535_ROD/PIPE-DEPTH: 6.4 meters
 PU2535_SLEEVE-DEPTH  : 2.0 meters
 PU2535
 PU2535  HISTORY     - Date     Condition        Report By
 PU2535  HISTORY     - 1990     MONUMENTED       SDDT
 PU2535  HISTORY     - 19910726 GOOD             NGS
 PU2535  HISTORY     - 19950501 GOOD             NGS
 PU2535  HISTORY     - 19981127 GOOD             USPSQD
 PU2535  HISTORY     - 20120905 POOR             INDIV
 PU2535
 PU2535                          STATION DESCRIPTION
 PU2535
 PU2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2535'8.6 KM (5.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2535'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2535'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2535'GALVANIZED STEEL PIPE, AT A STATE DEPARTMENT OF TRANSPORTATION
 PU2535'STORAGE AREA, 36.0 M (118.1 FT) SOUTH OF THE CENTERLINE OF THE
 PU2535'EASTBOUND LANES OF THE HIGHWAY, 34.5 M (113.2 FT) WEST OF THE
 PU2535'CENTERLINE OF A COUNTY ROAD, 6.5 M (21.3 FT) WEST OF A CHAIN-LINK
 PU2535'FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M
 PU2535'(2.6 FT) SOUTH OF THE CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) SOUTH OF A
 PU2535'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PU2535'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2535
 PU2535                          STATION RECOVERY (1995)
 PU2535
 PU2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2535'IN RAPID CITY, AT 2300 EGLIN STREET, 320.0 M (1049.9 FT) WEST OF
 PU2535'MILEPOST 61, 223.1 M (732.0 FT) NORTH OF THE STREET CENTERLINE, 98.7 M
 PU2535'(323.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE MOST EASTERLY OF 3
 PU2535'STATE MAINTENANCE BUILDINGS AT 2300 EGLIN STREET, 36.0 M (118.1 FT)
 PU2535'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY
 PU2535'90, 6.5 M (21.3 FT) WEST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE
 PU2535'ENCLOSING THE MAINTENANCE YARD, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 PU2535'HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A CHAIN-LINK FENCE, 0.3 M (1.0 FT)
 PU2535'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A METAL GUARD
 PU2535'POST.  NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN
 PU2535'IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH GALVANIZED STEEL PIPE.
 PU2535'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2535'THROUGH A 4-INCH PVC CAP.  THE MARK IS ON PROPERTY OWNED BY THE SOUTH
 PU2535'DAKOTA DEPARTMENT OF TRANSPORTATION, 2300 EGLIN STREET, RAPID CITY, SD
 PU2535'57701, TELEPHONE NUMBER (605) 347-3636.
 PU2535
 PU2535                          STATION RECOVERY (1998)
 PU2535
 PU2535'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU2535'RECOVERED IN GOOD CONDITION.
 PU2535
 PU2535                          STATION RECOVERY (2012)
 PU2535
 PU2535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2535'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2534 ***********************************************************************
 PU2534  DESIGNATION -  I90 061.47
 PU2534  PID         -  PU2534
 PU2534  STATE/COUNTY-  SD/PENNINGTON
 PU2534  COUNTRY     -  US
 PU2534  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2534
 PU2534                         *CURRENT SURVEY CONTROL
 PU2534  ______________________________________________________________________
 PU2534* NAD 83(1986) POSITION- 44 05 59.     (N) 103 09 30.     (W)   SCALED
 PU2534* NAVD 88 ORTHO HEIGHT -   962.384 (meters)     3157.42  (feet) ADJUSTED
 PU2534  ______________________________________________________________________
 PU2534  GEOID HEIGHT    -        -16.252 (meters)                     GEOID18
 PU2534  DYNAMIC HEIGHT  -        962.066 (meters)     3156.38  (feet) COMP
 PU2534  MODELED GRAVITY -    980,255.1   (mgal)                       NAVD 88
 PU2534
 PU2534  VERT ORDER      -  FIRST     CLASS II
 PU2534
 PU2534.The horizontal coordinates were scaled from a map and have
 PU2534.an estimated accuracy of +/- 6 seconds.
 PU2534
 PU2534.The orthometric height was determined by differential leveling and
 PU2534.adjusted by the NATIONAL GEODETIC SURVEY
 PU2534.in September 1993.
 PU2534
 PU2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2534.GEOID18 height accuracy estimate available here.
 PU2534
 PU2534.Click photographs - Photos may exist for this station.
 PU2534
 PU2534.The dynamic height is computed by dividing the NAVD 88
 PU2534.geopotential number by the normal gravity value computed on the
 PU2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2534.degrees latitude (g = 980.6199 gals.).
 PU2534
 PU2534.The modeled gravity was interpolated from observed gravity values.
 PU2534
 PU2534;                    North         East    Units  Estimated Accuracy
 PU2534;SPC SD S     -   200,080.      373,850.      MT  (+/- 180 meters Scaled)
 PU2534
 PU2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ474845(NAD 83)
 PU2534
 PU2534                          SUPERSEDED SURVEY CONTROL
 PU2534
 PU2534.No superseded survey control is available for this station.
 PU2534
 PU2534_MARKER: DB = BENCH MARK DISK
 PU2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2534_STAMPING: I90 61.47
 PU2534_MARK LOGO: SDDT
 PU2534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2534+STABILITY: SURFACE MOTION
 PU2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2534+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2012
 PU2534
 PU2534  HISTORY     - Date     Condition        Report By
 PU2534  HISTORY     - 1990     MONUMENTED       SDDT
 PU2534  HISTORY     - 19910726 GOOD             NGS
 PU2534  HISTORY     - 19950524 GOOD             NGS
 PU2534  HISTORY     - 20120905 GOOD             INDIV
 PU2534
 PU2534                          STATION DESCRIPTION
 PU2534
 PU2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2534'9.8 KM (6.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2534'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 49.4 M (162.1
 PU2534'FT) SOUTHWEST OF A BRACED FENCE POST, 48.0 M (157.5 FT) NORTH OF THE
 PU2534'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 22.0 M (72.2 FT)
 PU2534'NORTH OF THE CENTERLINE OF OFFUTT STREET, 0.8 M (2.6 FT) BELOW THE
 PU2534'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A WITNESS
 PU2534'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2534
 PU2534                          STATION RECOVERY (1995)
 PU2534
 PU2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2534'6.1 KM (3.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2534'JUNCTION OF INTERSTATE HIGHWAY 190 (EXIT 57) IN RAPID CITY, 845.2 M
 PU2534'(2773.0 FT) WEST OF MILEPOST 62, 786.1 M (2579.1 FT) EAST OF MILEPOST
 PU2534'61, 38.5 M (126.3 FT) NORTH OF THE WESTBOUND HIGHWAY CENTERLINE, 22.0
 PU2534'M (72.2 FT) NORTH OF THE CENTER OF OFFUTT ROAD, 0.6 M (2.0 FT) SOUTH
 PU2534'OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PU2534'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2534
 PU2534                          STATION RECOVERY (2012)
 PU2534
 PU2534'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2533 ***********************************************************************
 PU2533  DESIGNATION -  I90 061.7
 PU2533  PID         -  PU2533
 PU2533  STATE/COUNTY-  SD/PENNINGTON
 PU2533  COUNTRY     -  US
 PU2533  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2533
 PU2533                         *CURRENT SURVEY CONTROL
 PU2533  ______________________________________________________________________
 PU2533* NAD 83(1986) POSITION- 44 06 05.     (N) 103 09 17.     (W)   SCALED
 PU2533* NAVD 88 ORTHO HEIGHT -   968.938 (meters)     3178.92  (feet) ADJUSTED
 PU2533  ______________________________________________________________________
 PU2533  GEOID HEIGHT    -        -16.272 (meters)                     GEOID18
 PU2533  DYNAMIC HEIGHT  -        968.619 (meters)     3177.88  (feet) COMP
 PU2533  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 PU2533
 PU2533  VERT ORDER      -  FIRST     CLASS II
 PU2533
 PU2533.The horizontal coordinates were scaled from a map and have
 PU2533.an estimated accuracy of +/- 6 seconds.
 PU2533
 PU2533.The orthometric height was determined by differential leveling and
 PU2533.adjusted by the NATIONAL GEODETIC SURVEY
 PU2533.in October 1997.
 PU2533
 PU2533.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2533.GEOID18 height accuracy estimate available here.
 PU2533
 PU2533.Click photographs - Photos may exist for this station.
 PU2533
 PU2533.The dynamic height is computed by dividing the NAVD 88
 PU2533.geopotential number by the normal gravity value computed on the
 PU2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2533.degrees latitude (g = 980.6199 gals.).
 PU2533
 PU2533.The modeled gravity was interpolated from observed gravity values.
 PU2533
 PU2533;                    North         East    Units  Estimated Accuracy
 PU2533;SPC SD S     -   200,260.      374,150.      MT  (+/- 180 meters Scaled)
 PU2533
 PU2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ476847(NAD 83)
 PU2533
 PU2533                          SUPERSEDED SURVEY CONTROL
 PU2533
 PU2533  NAVD 88 (09/29/93)  968.928  (m)         3178.89   (f) SUPERSEDED  1 2
 PU2533
 PU2533.Superseded values are not recommended for survey control.
 PU2533
 PU2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2533.See file dsdata.pdf to determine how the superseded data were derived.
 PU2533
 PU2533_MARKER: Z = SEE DESCRIPTION
 PU2533_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2533_STAMPING: I90 61.7
 PU2533_MARK LOGO: NGS
 PU2533_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2533_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2533+STABILITY: POSITION/ELEVATION WELL
 PU2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2533+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2012
 PU2533_ROD/PIPE-DEPTH: 6.4 meters
 PU2533_SLEEVE-DEPTH  : 2.0 meters
 PU2533
 PU2533  HISTORY     - Date     Condition        Report By
 PU2533  HISTORY     - 1990     MONUMENTED       SDDT
 PU2533  HISTORY     - 19910726 GOOD             NGS
 PU2533  HISTORY     - 19950524 GOOD             NGS
 PU2533  HISTORY     - 20120905 GOOD             INDIV
 PU2533
 PU2533                          STATION DESCRIPTION
 PU2533
 PU2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2533'10.0 KM (6.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2533'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2533'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2533'GALVANIZED STEEL PIPE, 155.0 M (508.5 FT) NORTH OF THE CENTERLINE OF
 PU2533'THE WESTBOUND LANES OF THE HIGHWAY, 33.6 M (110.2 FT) NORTHWEST OF
 PU2533'THE CENTERLINE OF OFFUTT STREET, 31.0 M (101.7 FT) SOUTHWEST OF A
 PU2533'FIELD ENTRANCE GATE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE STREET,
 PU2533'AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 PU2533'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2533'THROUGH A 4-INCH PVC CAP.
 PU2533
 PU2533                          STATION RECOVERY (1995)
 PU2533
 PU2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2533'6.5 KM (4.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2533'JUNCTION OF INTERSTATE HIGHWAY 190 (EXIT 57) IN RAPID CITY, 1164.7 M
 PU2533'(3821.2 FT) EAST OF MILEPOST 61, 467.2 M (1532.8 FT) WEST OF MILEPOST
 PU2533'62, 155.6 M (510.5 FT) NORTHWEST OF THE WESTBOUND HIGHWAY CENTERLINE,
 PU2533'33.3 M (109.3 FT) NORTHWEST OF THE CENTER OF OFFUTT STREET, 31.2 M
 PU2533'(102.4 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M
 PU2533'(1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW
 PU2533'THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) NORTHWEST OF A METAL POST.
 PU2533'NOTE--THE DATUM POINT IS STAINLESS STEEL BALL EPOXIED TO THE TOP OF AN
 PU2533'IRON PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 PU2533'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A
 PU2533'4-INCH PVC CAP.
 PU2533
 PU2533                          STATION RECOVERY (2012)
 PU2533
 PU2533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2532 ***********************************************************************
 PU2532  DESIGNATION -  I90 062.34
 PU2532  PID         -  PU2532
 PU2532  STATE/COUNTY-  SD/PENNINGTON
 PU2532  COUNTRY     -  US
 PU2532  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2532
 PU2532                         *CURRENT SURVEY CONTROL
 PU2532  ______________________________________________________________________
 PU2532* NAD 83(1986) POSITION- 44 06 10.     (N) 103 08 28.     (W)   SCALED
 PU2532* NAVD 88 ORTHO HEIGHT -   953.063 (meters)     3126.84  (feet) ADJUSTED
 PU2532  ______________________________________________________________________
 PU2532  GEOID HEIGHT    -        -16.343 (meters)                     GEOID18
 PU2532  DYNAMIC HEIGHT  -        952.748 (meters)     3125.81  (feet) COMP
 PU2532  MODELED GRAVITY -    980,255.6   (mgal)                       NAVD 88
 PU2532
 PU2532  VERT ORDER      -  FIRST     CLASS II
 PU2532
 PU2532.The horizontal coordinates were scaled from a map and have
 PU2532.an estimated accuracy of +/- 6 seconds.
 PU2532
 PU2532.The orthometric height was determined by differential leveling and
 PU2532.adjusted by the NATIONAL GEODETIC SURVEY
 PU2532.in October 1997.
 PU2532
 PU2532.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2532.GEOID18 height accuracy estimate available here.
 PU2532
 PU2532.Click photographs - Photos may exist for this station.
 PU2532
 PU2532.The dynamic height is computed by dividing the NAVD 88
 PU2532.geopotential number by the normal gravity value computed on the
 PU2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2532.degrees latitude (g = 980.6199 gals.).
 PU2532
 PU2532.The modeled gravity was interpolated from observed gravity values.
 PU2532
 PU2532;                    North         East    Units  Estimated Accuracy
 PU2532;SPC SD S     -   200,370.      375,240.      MT  (+/- 180 meters Scaled)
 PU2532
 PU2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ487849(NAD 83)
 PU2532
 PU2532                          SUPERSEDED SURVEY CONTROL
 PU2532
 PU2532  NAVD 88 (09/29/93)  953.059  (m)         3126.83   (f) SUPERSEDED  1 2
 PU2532
 PU2532.Superseded values are not recommended for survey control.
 PU2532
 PU2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2532.See file dsdata.pdf to determine how the superseded data were derived.
 PU2532
 PU2532_MARKER: DB = BENCH MARK DISK
 PU2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2532_STAMPING: I90 62.34
 PU2532_MARK LOGO: SDDT
 PU2532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2532+STABILITY: SURFACE MOTION
 PU2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2532+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2012
 PU2532
 PU2532  HISTORY     - Date     Condition        Report By
 PU2532  HISTORY     - 1990     MONUMENTED       SDDT
 PU2532  HISTORY     - 19910726 GOOD             NGS
 PU2532  HISTORY     - 19950524 GOOD             NGS
 PU2532  HISTORY     - 20120905 GOOD             INDIV
 PU2532
 PU2532                          STATION DESCRIPTION
 PU2532
 PU2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2532'11.1 KM (6.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2532'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 46.4 M (152.2
 PU2532'FT) SOUTHEAST OF THE EAST CORNER OF MOTIVE PARTS AND SUPPLY, 32.7 M
 PU2532'(107.3 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2532'HIGHWAY, 9.2 M (30.2 FT) NORTHWEST OF THE CENTERLINE OF A SERVICE
 PU2532'ROAD, 2.1 M (6.9 FT) SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 0.4 M
 PU2532'(1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2532'THE GROUND SURFACE.
 PU2532
 PU2532                          STATION RECOVERY (1995)
 PU2532
 PU2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2532'7.6 KM (4.70 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2532'JUNCTION OF INTERSTATE HIGHWAY 190 (EXIT 57) IN RAPID CITY, 576.8 M
 PU2532'(1892.4 FT) EAST OF MILEPOST 62, 46.4 M (152.2 FT) EAST OF THE EAST
 PU2532'CORNER OF MOTIVE PARTS AND SUPPLY INCORPORATED, 32.7 M (107.3 FT)
 PU2532'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 9.2
 PU2532'M (30.2 FT) NORTHWEST OF THE CENTERLINE OF A SERVICE ROAD, 2.1 M (6.9
 PU2532'FT) SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 0.4 M (1.3 FT) SOUTHEAST
 PU2532'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2532
 PU2532                          STATION RECOVERY (2012)
 PU2532
 PU2532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2531 ***********************************************************************
 PU2531  DESIGNATION -  I90 063.10
 PU2531  PID         -  PU2531
 PU2531  STATE/COUNTY-  SD/PENNINGTON
 PU2531  COUNTRY     -  US
 PU2531  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2531
 PU2531                         *CURRENT SURVEY CONTROL
 PU2531  ______________________________________________________________________
 PU2531* NAD 83(1986) POSITION- 44 06 34.     (N) 103 07 44.     (W)   SCALED
 PU2531* NAVD 88 ORTHO HEIGHT -   942.026 (meters)     3090.63  (feet) ADJUSTED
 PU2531  ______________________________________________________________________
 PU2531  GEOID HEIGHT    -        -16.407 (meters)                     GEOID18
 PU2531  DYNAMIC HEIGHT  -        941.718 (meters)     3089.62  (feet) COMP
 PU2531  MODELED GRAVITY -    980,258.8   (mgal)                       NAVD 88
 PU2531
 PU2531  VERT ORDER      -  FIRST     CLASS II
 PU2531
 PU2531.The horizontal coordinates were scaled from a map and have
 PU2531.an estimated accuracy of +/- 6 seconds.
 PU2531
 PU2531.The orthometric height was determined by differential leveling and
 PU2531.adjusted by the NATIONAL GEODETIC SURVEY
 PU2531.in September 1993.
 PU2531
 PU2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2531.GEOID18 height accuracy estimate available here.
 PU2531
 PU2531.Click photographs - Photos may exist for this station.
 PU2531
 PU2531.The dynamic height is computed by dividing the NAVD 88
 PU2531.geopotential number by the normal gravity value computed on the
 PU2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2531.degrees latitude (g = 980.6199 gals.).
 PU2531
 PU2531.The modeled gravity was interpolated from observed gravity values.
 PU2531
 PU2531;                    North         East    Units  Estimated Accuracy
 PU2531;SPC SD S     -   201,080.      376,250.      MT  (+/- 180 meters Scaled)
 PU2531
 PU2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ497857(NAD 83)
 PU2531
 PU2531                          SUPERSEDED SURVEY CONTROL
 PU2531
 PU2531.No superseded survey control is available for this station.
 PU2531
 PU2531_MARKER: DB = BENCH MARK DISK
 PU2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2531_STAMPING: I90 63.10
 PU2531_MARK LOGO: SDDT
 PU2531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2531+STABILITY: SURFACE MOTION
 PU2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2531+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 PU2531
 PU2531  HISTORY     - Date     Condition        Report By
 PU2531  HISTORY     - 1990     MONUMENTED       SDDT
 PU2531  HISTORY     - 19910726 GOOD             NGS
 PU2531  HISTORY     - 20080812 GOOD             INDIV
 PU2531  HISTORY     - 20120820 GOOD             INDIV
 PU2531
 PU2531                          STATION DESCRIPTION
 PU2531
 PU2531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2531'12.3 KM (7.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2531'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 39.2 M (128.6
 PU2531'FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2531'HIGHWAY, 28.1 M (92.2 FT) NORTHEAST OF A FENCE CORNER, 15.8 M (51.8
 PU2531'FT) NORTHWEST OF THE CENTERLINE OF A SERVICE ROAD, 9.0 M (29.5 FT)
 PU2531'SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE, 0.6 M
 PU2531'(2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) SOUTHEAST OF A
 PU2531'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2531'SURFACE.
 PU2531
 PU2531                          STATION RECOVERY (2008)
 PU2531
 PU2531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ML)
 PU2531'RECOVERED IN GOOD CONDITION.
 PU2531
 PU2531                          STATION RECOVERY (2012)
 PU2531
 PU2531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2530 ***********************************************************************
 PU2530  DESIGNATION -  I90 063.3
 PU2530  PID         -  PU2530
 PU2530  STATE/COUNTY-  SD/PENNINGTON
 PU2530  COUNTRY     -  US
 PU2530  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2530
 PU2530                         *CURRENT SURVEY CONTROL
 PU2530  ______________________________________________________________________
 PU2530* NAD 83(1986) POSITION- 44 06 40.     (N) 103 07 32.     (W)   SCALED
 PU2530* NAVD 88 ORTHO HEIGHT -   939.438 (meters)     3082.14  (feet) ADJUSTED
 PU2530  ______________________________________________________________________
 PU2530  GEOID HEIGHT    -        -16.423 (meters)                     GEOID18
 PU2530  DYNAMIC HEIGHT  -        939.131 (meters)     3081.13  (feet) COMP
 PU2530  MODELED GRAVITY -    980,259.8   (mgal)                       NAVD 88
 PU2530
 PU2530  VERT ORDER      -  FIRST     CLASS II
 PU2530
 PU2530.The horizontal coordinates were scaled from a map and have
 PU2530.an estimated accuracy of +/- 6 seconds.
 PU2530
 PU2530.The orthometric height was determined by differential leveling and
 PU2530.adjusted by the NATIONAL GEODETIC SURVEY
 PU2530.in September 1993.
 PU2530
 PU2530.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2530.GEOID18 height accuracy estimate available here.
 PU2530
 PU2530.Click photographs - Photos may exist for this station.
 PU2530
 PU2530.The dynamic height is computed by dividing the NAVD 88
 PU2530.geopotential number by the normal gravity value computed on the
 PU2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2530.degrees latitude (g = 980.6199 gals.).
 PU2530
 PU2530.The modeled gravity was interpolated from observed gravity values.
 PU2530
 PU2530;                    North         East    Units  Estimated Accuracy
 PU2530;SPC SD S     -   201,260.      376,520.      MT  (+/- 180 meters Scaled)
 PU2530
 PU2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ500859(NAD 83)
 PU2530
 PU2530                          SUPERSEDED SURVEY CONTROL
 PU2530
 PU2530.No superseded survey control is available for this station.
 PU2530
 PU2530_MARKER: Z = SEE DESCRIPTION
 PU2530_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2530_STAMPING: I90 63.3
 PU2530_MARK LOGO: NGS
 PU2530_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2530_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2530+STABILITY: POSITION/ELEVATION WELL
 PU2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2530+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 PU2530_ROD/PIPE-DEPTH: 6.4 meters
 PU2530_SLEEVE-DEPTH  : 2.0 meters
 PU2530
 PU2530  HISTORY     - Date     Condition        Report By
 PU2530  HISTORY     - 1990     MONUMENTED       SDDT
 PU2530  HISTORY     - 19910726 GOOD             NGS
 PU2530  HISTORY     - 20080812 GOOD             INDIV
 PU2530  HISTORY     - 20120820 GOOD             INDIV
 PU2530
 PU2530                          STATION DESCRIPTION
 PU2530
 PU2530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2530'12.6 KM (7.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2530'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2530'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2530'GALVANIZED STEEL PIPE, 130.0 M (426.5 FT) SOUTHWEST OF THE SOUTHWEST
 PU2530'CORNER OF BRIDGE NUMBER 52-463-279, 46.9 M (153.9 FT) NORTHWEST OF
 PU2530'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 23.1 M (75.8
 PU2530'FT) NORTHWEST OF THE CENTERLINE OF AN ACCESS ROAD, 11.0 M (36.1 FT)
 PU2530'NORTHEAST OF A FIELD ENTRANCE GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 PU2530'THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2530'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2530'THROUGH A 4-INCH PVC CAP.
 PU2530
 PU2530                          STATION RECOVERY (2008)
 PU2530
 PU2530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ML)
 PU2530'RECOVERED IN GOOD CONDITION.
 PU2530
 PU2530                          STATION RECOVERY (2012)
 PU2530
 PU2530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2529 ***********************************************************************
 PU2529  DESIGNATION -  I90 064.0
 PU2529  PID         -  PU2529
 PU2529  STATE/COUNTY-  SD/PENNINGTON
 PU2529  COUNTRY     -  US
 PU2529  USGS QUAD   -  BOX ELDER (2017)
 PU2529
 PU2529                         *CURRENT SURVEY CONTROL
 PU2529  ______________________________________________________________________
 PU2529* NAD 83(1986) POSITION- 44 06 57.     (N) 103 06 54.     (W)   SCALED
 PU2529* NAVD 88 ORTHO HEIGHT -   935.555 (meters)     3069.40  (feet) ADJUSTED
 PU2529  ______________________________________________________________________
 PU2529  GEOID HEIGHT    -        -16.474 (meters)                     GEOID18
 PU2529  DYNAMIC HEIGHT  -        935.253 (meters)     3068.41  (feet) COMP
 PU2529  MODELED GRAVITY -    980,263.2   (mgal)                       NAVD 88
 PU2529
 PU2529  VERT ORDER      -  FIRST     CLASS II
 PU2529
 PU2529.The horizontal coordinates were scaled from a map and have
 PU2529.an estimated accuracy of +/- 6 seconds.
 PU2529
 PU2529.The orthometric height was determined by differential leveling and
 PU2529.adjusted by the NATIONAL GEODETIC SURVEY
 PU2529.in September 1993.
 PU2529
 PU2529.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2529.GEOID18 height accuracy estimate available here.
 PU2529
 PU2529.Click photographs - Photos may exist for this station.
 PU2529
 PU2529.The dynamic height is computed by dividing the NAVD 88
 PU2529.geopotential number by the normal gravity value computed on the
 PU2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2529.degrees latitude (g = 980.6199 gals.).
 PU2529
 PU2529.The modeled gravity was interpolated from observed gravity values.
 PU2529
 PU2529;                    North         East    Units  Estimated Accuracy
 PU2529;SPC SD S     -   201,750.      377,380.      MT  (+/- 180 meters Scaled)
 PU2529
 PU2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ508864(NAD 83)
 PU2529
 PU2529                          SUPERSEDED SURVEY CONTROL
 PU2529
 PU2529.No superseded survey control is available for this station.
 PU2529
 PU2529_MARKER: P = PIPE CAP
 PU2529_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2529_MARK LOGO: NONE
 PU2529_PROJECTION: RECESSED 10 CENTIMETERS
 PU2529_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2529+STABILITY: POSITION/ELEVATION WELL
 PU2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2529+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2529_ROD/PIPE-DEPTH: 12.8 meters
 PU2529_SLEEVE-DEPTH  : 3.0 meters
 PU2529
 PU2529  HISTORY     - Date     Condition        Report By
 PU2529  HISTORY     - 1981     MONUMENTED       SDDT
 PU2529  HISTORY     - 19910726 GOOD             NGS
 PU2529  HISTORY     - 20120307 POOR             INDIV
 PU2529
 PU2529                          STATION DESCRIPTION
 PU2529
 PU2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2529'13.7 KM (8.50 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2529'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 84.0 M (275.6
 PU2529'FT) WEST OF MILEPOST 64, 32.2 M (105.6 FT) SOUTH-SOUTHEAST OF THE
 PU2529'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 28.3 M (92.8 FT)
 PU2529'SOUTHEAST OF THE EAST CORNER OF BRIDGE NUMBER 52-469-276, 19.0 M
 PU2529'(62.3 FT) SOUTHWEST OF A UTILITY POLE WITH 3 GUY CABLES, 1.0 M (3.3
 PU2529'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A
 PU2529'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2529'4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 PU2529
 PU2529                          STATION RECOVERY (2012)
 PU2529
 PU2529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2529'PIPE IS RESTING ON SLEEVE, SLEEVE MAY HAVE MOVED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2528 ***********************************************************************
 PU2528  DESIGNATION -  I90 064.08
 PU2528  PID         -  PU2528
 PU2528  STATE/COUNTY-  SD/PENNINGTON
 PU2528  COUNTRY     -  US
 PU2528  USGS QUAD   -  BOX ELDER (2017)
 PU2528
 PU2528                         *CURRENT SURVEY CONTROL
 PU2528  ______________________________________________________________________
 PU2528* NAD 83(1986) POSITION- 44 07 04.     (N) 103 06 45.     (W)   SCALED
 PU2528* NAVD 88 ORTHO HEIGHT -   935.026 (meters)     3067.66  (feet) ADJUSTED
 PU2528  ______________________________________________________________________
 PU2528  GEOID HEIGHT    -        -16.486 (meters)                     GEOID18
 PU2528  DYNAMIC HEIGHT  -        934.723 (meters)     3066.67  (feet) COMP
 PU2528  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 PU2528
 PU2528  VERT ORDER      -  FIRST     CLASS II
 PU2528
 PU2528.The horizontal coordinates were scaled from a map and have
 PU2528.an estimated accuracy of +/- 6 seconds.
 PU2528
 PU2528.The orthometric height was determined by differential leveling and
 PU2528.adjusted by the NATIONAL GEODETIC SURVEY
 PU2528.in September 1993.
 PU2528
 PU2528.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2528.GEOID18 height accuracy estimate available here.
 PU2528
 PU2528.Click photographs - Photos may exist for this station.
 PU2528
 PU2528.The dynamic height is computed by dividing the NAVD 88
 PU2528.geopotential number by the normal gravity value computed on the
 PU2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2528.degrees latitude (g = 980.6199 gals.).
 PU2528
 PU2528.The modeled gravity was interpolated from observed gravity values.
 PU2528
 PU2528;                    North         East    Units  Estimated Accuracy
 PU2528;SPC SD S     -   201,960.      377,590.      MT  (+/- 180 meters Scaled)
 PU2528
 PU2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ510866(NAD 83)
 PU2528
 PU2528                          SUPERSEDED SURVEY CONTROL
 PU2528
 PU2528.No superseded survey control is available for this station.
 PU2528
 PU2528_MARKER: DB = BENCH MARK DISK
 PU2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2528_STAMPING: I90 64.08
 PU2528_MARK LOGO: SDDT
 PU2528_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2528+STABILITY: SURFACE MOTION
 PU2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2528+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 PU2528
 PU2528  HISTORY     - Date     Condition        Report By
 PU2528  HISTORY     - 1990     MONUMENTED       SDDT
 PU2528  HISTORY     - 19910726 GOOD             NGS
 PU2528  HISTORY     - 20120820 GOOD             INDIV
 PU2528
 PU2528                          STATION DESCRIPTION
 PU2528
 PU2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2528'13.9 KM (8.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2528'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 111.0 M (364.2
 PU2528'FT) WEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER 52-470-276, 45.9 M
 PU2528'(150.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2528'HIGHWAY, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9
 PU2528'FT) SOUTH OF THE CENTER OF A CHAIN-LINK BRACE POST STRUCTURE, 0.6 M
 PU2528'(2.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2528'THE GROUND SURFACE.
 PU2528
 PU2528                          STATION RECOVERY (2012)
 PU2528
 PU2528'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2527 ***********************************************************************
 PU2527  DESIGNATION -  I90 065.05
 PU2527  PID         -  PU2527
 PU2527  STATE/COUNTY-  SD/PENNINGTON
 PU2527  COUNTRY     -  US
 PU2527  USGS QUAD   -  BOX ELDER (2017)
 PU2527
 PU2527                         *CURRENT SURVEY CONTROL
 PU2527  ______________________________________________________________________
 PU2527* NAD 83(1986) POSITION- 44 07 04.     (N) 103 05 33.     (W)   SCALED
 PU2527* NAVD 88 ORTHO HEIGHT -   935.306 (meters)     3068.58  (feet) ADJUSTED
 PU2527  ______________________________________________________________________
 PU2527  GEOID HEIGHT    -        -16.577 (meters)                     GEOID18
 PU2527  DYNAMIC HEIGHT  -        935.004 (meters)     3067.59  (feet) COMP
 PU2527  MODELED GRAVITY -    980,263.3   (mgal)                       NAVD 88
 PU2527
 PU2527  VERT ORDER      -  FIRST     CLASS II
 PU2527
 PU2527.The horizontal coordinates were scaled from a map and have
 PU2527.an estimated accuracy of +/- 6 seconds.
 PU2527
 PU2527.The orthometric height was determined by differential leveling and
 PU2527.adjusted by the NATIONAL GEODETIC SURVEY
 PU2527.in September 1993.
 PU2527
 PU2527.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2527.GEOID18 height accuracy estimate available here.
 PU2527
 PU2527.Click photographs - Photos may exist for this station.
 PU2527
 PU2527.The dynamic height is computed by dividing the NAVD 88
 PU2527.geopotential number by the normal gravity value computed on the
 PU2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2527.degrees latitude (g = 980.6199 gals.).
 PU2527
 PU2527.The modeled gravity was interpolated from observed gravity values.
 PU2527
 PU2527;                    North         East    Units  Estimated Accuracy
 PU2527;SPC SD S     -   201,910.      379,190.      MT  (+/- 180 meters Scaled)
 PU2527
 PU2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ526867(NAD 83)
 PU2527
 PU2527                          SUPERSEDED SURVEY CONTROL
 PU2527
 PU2527.No superseded survey control is available for this station.
 PU2527
 PU2527_MARKER: DB = BENCH MARK DISK
 PU2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2527_STAMPING: I90 65.05
 PU2527_MARK LOGO: SDDT
 PU2527_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2527+STABILITY: SURFACE MOTION
 PU2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2527+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2527
 PU2527  HISTORY     - Date     Condition        Report By
 PU2527  HISTORY     - 1990     MONUMENTED       SDDT
 PU2527  HISTORY     - 19910726 GOOD             NGS
 PU2527  HISTORY     - 20120808 POOR             INDIV
 PU2527
 PU2527                          STATION DESCRIPTION
 PU2527
 PU2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2527'15.5 KM (9.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2527'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 24.6 M (80.7 FT)
 PU2527'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8.1 M
 PU2527'(26.6 FT) SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND GUY
 PU2527'CABLE, 3.7 M (12.1 FT) SOUTH OF A CHAIN-LINK FENCE, 1.0 M (3.3 FT)
 PU2527'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS
 PU2527'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2527
 PU2527                          STATION RECOVERY (2012)
 PU2527
 PU2527'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2527'DISK GONE, CONCRETE IN PLACE BUT CRACKED AND DAMAGED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2526 ***********************************************************************
 PU2526  DESIGNATION -  I90 065.6
 PU2526  PID         -  PU2526
 PU2526  STATE/COUNTY-  SD/PENNINGTON
 PU2526  COUNTRY     -  US
 PU2526  USGS QUAD   -  BOX ELDER (2017)
 PU2526
 PU2526                         *CURRENT SURVEY CONTROL
 PU2526  ______________________________________________________________________
 PU2526* NAD 83(1986) POSITION- 44 07 03.     (N) 103 04 54.     (W)   SCALED
 PU2526* NAVD 88 ORTHO HEIGHT -   942.859 (meters)     3093.36  (feet) ADJUSTED
 PU2526  ______________________________________________________________________
 PU2526  GEOID HEIGHT    -        -16.624 (meters)                     GEOID18
 PU2526  DYNAMIC HEIGHT  -        942.554 (meters)     3092.36  (feet) COMP
 PU2526  MODELED GRAVITY -    980,262.1   (mgal)                       NAVD 88
 PU2526
 PU2526  VERT ORDER      -  FIRST     CLASS II
 PU2526
 PU2526.The horizontal coordinates were scaled from a map and have
 PU2526.an estimated accuracy of +/- 6 seconds.
 PU2526
 PU2526.The orthometric height was determined by differential leveling and
 PU2526.adjusted by the NATIONAL GEODETIC SURVEY
 PU2526.in September 1993.
 PU2526
 PU2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2526.GEOID18 height accuracy estimate available here.
 PU2526
 PU2526.Click photographs - Photos may exist for this station.
 PU2526
 PU2526.The dynamic height is computed by dividing the NAVD 88
 PU2526.geopotential number by the normal gravity value computed on the
 PU2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2526.degrees latitude (g = 980.6199 gals.).
 PU2526
 PU2526.The modeled gravity was interpolated from observed gravity values.
 PU2526
 PU2526;                    North         East    Units  Estimated Accuracy
 PU2526;SPC SD S     -   201,850.      380,050.      MT  (+/- 180 meters Scaled)
 PU2526
 PU2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ534867(NAD 83)
 PU2526
 PU2526                          SUPERSEDED SURVEY CONTROL
 PU2526
 PU2526.No superseded survey control is available for this station.
 PU2526
 PU2526_MARKER: P = PIPE CAP
 PU2526_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2526_MARK LOGO: NONE
 PU2526_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2526_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2526+STABILITY: POSITION/ELEVATION WELL
 PU2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2526+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2526_ROD/PIPE-DEPTH: 12.8 meters
 PU2526_SLEEVE-DEPTH  : 3.0 meters
 PU2526
 PU2526  HISTORY     - Date     Condition        Report By
 PU2526  HISTORY     - 1979     MONUMENTED       SDDT
 PU2526  HISTORY     - 19910726 GOOD             NGS
 PU2526
 PU2526                          STATION DESCRIPTION
 PU2526
 PU2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2526'16.4 KM (10.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2526'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN THE MEDIAN OF
 PU2526'THE HIGHWAY, 38.2 M (125.3 FT) WEST OF THE SOUTHWEST CORNER OF BRIDGE
 PU2526'NUMBER 52-486-275, 32.1 M (105.3 FT) SOUTH OF THE CENTERLINE OF THE
 PU2526'WESTBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE
 PU2526'HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 PU2526'THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS
 PU2526'UNSTAMPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2525 ***********************************************************************
 PU2525  DESIGNATION -  I90 065.8
 PU2525  PID         -  PU2525
 PU2525  STATE/COUNTY-  SD/PENNINGTON
 PU2525  COUNTRY     -  US
 PU2525  USGS QUAD   -  BOX ELDER (2017)
 PU2525
 PU2525                         *CURRENT SURVEY CONTROL
 PU2525  ______________________________________________________________________
 PU2525* NAD 83(1986) POSITION- 44 07 03.     (N) 103 04 43.     (W)   SCALED
 PU2525* NAVD 88 ORTHO HEIGHT -   942.910 (meters)     3093.53  (feet) ADJUSTED
 PU2525  ______________________________________________________________________
 PU2525  GEOID HEIGHT    -        -16.637 (meters)                     GEOID18
 PU2525  DYNAMIC HEIGHT  -        942.604 (meters)     3092.53  (feet) COMP
 PU2525  MODELED GRAVITY -    980,261.7   (mgal)                       NAVD 88
 PU2525
 PU2525  VERT ORDER      -  FIRST     CLASS II
 PU2525
 PU2525.The horizontal coordinates were scaled from a map and have
 PU2525.an estimated accuracy of +/- 6 seconds.
 PU2525
 PU2525.The orthometric height was determined by differential leveling and
 PU2525.adjusted by the NATIONAL GEODETIC SURVEY
 PU2525.in September 1993.
 PU2525
 PU2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2525.GEOID18 height accuracy estimate available here.
 PU2525
 PU2525.Click photographs - Photos may exist for this station.
 PU2525
 PU2525.The dynamic height is computed by dividing the NAVD 88
 PU2525.geopotential number by the normal gravity value computed on the
 PU2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2525.degrees latitude (g = 980.6199 gals.).
 PU2525
 PU2525.The modeled gravity was interpolated from observed gravity values.
 PU2525
 PU2525;                    North         East    Units  Estimated Accuracy
 PU2525;SPC SD S     -   201,840.      380,300.      MT  (+/- 180 meters Scaled)
 PU2525
 PU2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ537867(NAD 83)
 PU2525
 PU2525                          SUPERSEDED SURVEY CONTROL
 PU2525
 PU2525.No superseded survey control is available for this station.
 PU2525
 PU2525_MARKER: P = PIPE CAP
 PU2525_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2525_MARK LOGO: NONE
 PU2525_PROJECTION: FLUSH
 PU2525_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2525+STABILITY: POSITION/ELEVATION WELL
 PU2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2525+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU2525_ROD/PIPE-DEPTH: 12.8 meters
 PU2525_SLEEVE-DEPTH  : 3.0 meters
 PU2525
 PU2525  HISTORY     - Date     Condition        Report By
 PU2525  HISTORY     - 1979     MONUMENTED       SDDT
 PU2525  HISTORY     - 19910726 GOOD             NGS
 PU2525  HISTORY     - 20120308 POOR             INDIV
 PU2525
 PU2525                          STATION DESCRIPTION
 PU2525
 PU2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2525'16.7 KM (10.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2525'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN THE MEDIAN OF
 PU2525'THE HIGHWAY, 43.2 M (141.7 FT) EAST OF THE NORTHEAST CORNER OF BRIDGE
 PU2525'NUMBER 52-486-276, 12.1 M (39.7 FT) NORTH OF THE CENTERLINE OF THE
 PU2525'WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU2525'HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 PU2525'THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS
 PU2525'UNSTAMPED.
 PU2525
 PU2525                          STATION RECOVERY (2012)
 PU2525
 PU2525'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2525'CAP IS BROKEN, SLEEVE IS DAMAGED, FULL OF DIRT, BURIED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2524 ***********************************************************************
 PU2524  CBN         -  This is a Cooperative Base Network Control Station.
 PU2524  DESIGNATION -  I90 066.2
 PU2524  PID         -  PU2524
 PU2524  STATE/COUNTY-  SD/PENNINGTON
 PU2524  COUNTRY     -  US
 PU2524  USGS QUAD   -  BOX ELDER (2017)
 PU2524
 PU2524                         *CURRENT SURVEY CONTROL
 PU2524  ______________________________________________________________________
 PU2524* NAD 83(2011) POSITION- 44 07 08.91810(N) 103 04 12.56059(W)   ADJUSTED
 PU2524* NAD 83(2011) ELLIP HT-   925.444 (meters)        (06/27/12)   ADJUSTED
 PU2524* NAD 83(2011) EPOCH   -  2010.00
 PU2524* NAVD 88 ORTHO HEIGHT -   942.109 (meters)     3090.90  (feet) ADJUSTED
 PU2524  ______________________________________________________________________
 PU2524  GEOID HEIGHT    -        -16.673 (meters)                     GEOID18
 PU2524  NAD 83(2011) X  - -1,037,307.516 (meters)                     COMP
 PU2524  NAD 83(2011) Y  - -4,468,104.990 (meters)                     COMP
 PU2524  NAD 83(2011) Z  -  4,418,249.264 (meters)                     COMP
 PU2524  LAPLACE CORR    -        -10.72  (seconds)                    DEFLEC18
 PU2524  DYNAMIC HEIGHT  -        941.804 (meters)     3089.90  (feet) COMP
 PU2524  MODELED GRAVITY -    980,261.9   (mgal)                       NAVD 88
 PU2524
 PU2524  VERT ORDER      -  FIRST     CLASS II
 PU2524
 PU2524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2524  Standards:
 PU2524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2524  -------------------------------------------------------------------
 PU2524  NETWORK    0.86   1.37           0.40   0.28   0.70     -0.08929322
 PU2524  -------------------------------------------------------------------
 PU2524  Click here for local accuracies and other accuracy information.
 PU2524
 PU2524.The horizontal coordinates were established by GPS observations
 PU2524.and adjusted by the National Geodetic Survey in June 2012.
 PU2524
 PU2524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2524.been affixed to the stable North American tectonic plate. See 
 PU2524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2524
 PU2524.The horizontal coordinates are valid at the epoch date displayed above
 PU2524.which is a decimal equivalence of Year/Month/Day.
 PU2524
 PU2524.The orthometric height was determined by differential leveling and
 PU2524.adjusted by the NATIONAL GEODETIC SURVEY
 PU2524.in September 1993.
 PU2524
 PU2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2524.GEOID18 height accuracy estimate available here.
 PU2524
 PU2524.Click photographs - Photos may exist for this station.
 PU2524
 PU2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2524
 PU2524.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2524
 PU2524.The ellipsoidal height was determined by GPS observations
 PU2524.and is referenced to NAD 83.
 PU2524
 PU2524.The dynamic height is computed by dividing the NAVD 88
 PU2524.geopotential number by the normal gravity value computed on the
 PU2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2524.degrees latitude (g = 980.6199 gals.).
 PU2524
 PU2524.The modeled gravity was interpolated from observed gravity values.
 PU2524
 PU2524. The following values were computed from the NAD 83(2011) position.
 PU2524
 PU2524;                    North         East     Units Scale Factor Converg.
 PU2524;SPC SD S     -   202,001.425   380,981.323   MT  0.99994503   -1 53 16.8
 PU2524;SPC SD S     -   662,733.01  1,249,936.22   sFT  0.99994503   -1 53 16.8
 PU2524;UTM  13      - 4,886,916.730   654,414.536   MT  0.99989326   +1 20 37.4
 PU2524
 PU2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2524!SPC SD S     -   0.99985491  x   0.99994503  =   0.99979995
 PU2524!UTM  13      -   0.99985491  x   0.99989326  =   0.99974818
 PU2524
 PU2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5441486916(NAD 83)
 PU2524
 PU2524                          SUPERSEDED SURVEY CONTROL
 PU2524
 PU2524  NAD 83(2007)-  44 07 08.91798(N)    103 04 12.56171(W) AD(2002.00) 0
 PU2524  ELLIP H (02/10/07)  925.472  (m)                       GP(2002.00)    
 PU2524  ELLIP H (04/15/04)  925.443  (m)                       GP(       ) 2 1
 PU2524  NAD 83(1996)-  44 07 08.91740(N)    103 04 12.56175(W) AD(       ) B
 PU2524  ELLIP H (04/18/97)  925.499  (m)                       GP(       ) 4 1
 PU2524  NAVD 88             942.11   (m)         3090.9    (f) LEVELING    3  
 PU2524
 PU2524.Superseded values are not recommended for survey control.
 PU2524
 PU2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2524.See file dsdata.pdf to determine how the superseded data were derived.
 PU2524
 PU2524_MARKER: P = PIPE CAP
 PU2524_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2524_MARK LOGO: SDDT
 PU2524_PROJECTION: FLUSH
 PU2524_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2524+STABILITY: POSITION/ELEVATION WELL
 PU2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2524+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2011
 PU2524_ROD/PIPE-DEPTH: 12.8 meters
 PU2524_SLEEVE-DEPTH  : 1.8 meters
 PU2524
 PU2524  HISTORY     - Date     Condition        Report By
 PU2524  HISTORY     - 1981     MONUMENTED       SDDT
 PU2524  HISTORY     - 19910726 GOOD             NGS
 PU2524  HISTORY     - 19960821 GOOD             NGS
 PU2524  HISTORY     - 20000301 GOOD             GEOMET
 PU2524  HISTORY     - 20110208 GOOD             INDIV
 PU2524
 PU2524                          STATION DESCRIPTION
 PU2524
 PU2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2524'17.3 KM (10.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2524'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 134.0 M (439.6
 PU2524'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY AND
 PU2524'BRIDGE NUMBER 52-490-275, 37.7 M (123.7 FT) EAST OF THE CENTERLINE OF
 PU2524'THE ELSWORTH AIR FORCE BASE MAIN ENTRANCE ROAD, 31.0 M (101.7 FT)
 PU2524'NORTH OF THE CENTER OF A WESTBOUND OFF RAMP (EXIT 66), 3.0 M (9.8 FT)
 PU2524'WEST OF THE WEST END OF A CHAIN-LINK FENCE, 0.5 M (1.6 FT) SOUTH OF A
 PU2524'WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU2524'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 PU2524'THE MARK IS UNSTAMPED.
 PU2524
 PU2524                          STATION RECOVERY (1996)
 PU2524
 PU2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2524'THE STATION IS LOCATED IN BOX ELDER ON INTERSTATE HIGHWAY 90 AT EXIT
 PU2524'66.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 PU2524'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 79 (EXIT 60)
 PU2524'IN RAPID CITY, GO EAST ON INTERSTATE HIGHWAY 90 FOR 6.0 MI (9.7 KM) TO
 PU2524'THE STATION ON THE LEFT AT EXIT 66.  THE STATION IS A PUNCH POINT NEAR
 PU2524'THE CENTER OF THE TOP OF A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH
 PU2524'GALVANIZED STEEL PIPE.  LOCATED 134.0 M (439.6 FT) NORTH OF THE
 PU2524'CENTERLINE OF THE WESTBOUND HIGHWAY AND BRIDGE NUMBER 52-490-275, 37.7
 PU2524'M (123.7 FT) EAST OF THE CENTERLINE OF THE ELSWORTH AIR FORCE BASE
 PU2524'MAIN ENTRANCE ROAD, 31.0 M (101.7 FT) NORTH OF THE CENTER OF THE
 PU2524'WESTBOUND OFF-RAMP, 3.0 M (9.8 FT) WEST OF THE WEST END OF A
 PU2524'CHAIN-LINK FENCE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M
 PU2524'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 PU2524'POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS NOT STAMPED.
 PU2524
 PU2524                          STATION RECOVERY (2000)
 PU2524
 PU2524'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 PU2524'POINT LOCATED ON SIDE SLOPE APPROXIMATELY 10 FEET (3.0 M) WEST OF THE
 PU2524'END OF A CHAINLINK FENCE.  NORTH OF WEST BOUND RAMP EXIT 66 TO
 PU2524'INTERSTATE 90.  DID NOT GET RUBBING OF MARK.  THE MARK WAS TOO DEEP
 PU2524'INSIDE A PVC SLEEVE.  MARK WAS A ROUND CAP WITH NO MARKINGS JUST A
 PU2524'DIMPLE IN THE CENTER.
 PU2524
 PU2524                          STATION RECOVERY (2011)
 PU2524
 PU2524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2523 ***********************************************************************
 PU2523  DESIGNATION -  I90 066.49
 PU2523  PID         -  PU2523
 PU2523  STATE/COUNTY-  SD/PENNINGTON
 PU2523  COUNTRY     -  US
 PU2523  USGS QUAD   -  BOX ELDER (2017)
 PU2523
 PU2523                         *CURRENT SURVEY CONTROL
 PU2523  ______________________________________________________________________
 PU2523* NAD 83(1986) POSITION- 44 07 06.     (N) 103 03 49.     (W)   SCALED
 PU2523* NAVD 88 ORTHO HEIGHT -   938.652 (meters)     3079.56  (feet) ADJUSTED
 PU2523  ______________________________________________________________________
 PU2523  GEOID HEIGHT    -        -16.700 (meters)                     GEOID18
 PU2523  DYNAMIC HEIGHT  -        938.349 (meters)     3078.57  (feet) COMP
 PU2523  MODELED GRAVITY -    980,262.8   (mgal)                       NAVD 88
 PU2523
 PU2523  VERT ORDER      -  FIRST     CLASS II
 PU2523
 PU2523.The horizontal coordinates were scaled from a map and have
 PU2523.an estimated accuracy of +/- 6 seconds.
 PU2523
 PU2523.The orthometric height was determined by differential leveling and
 PU2523.adjusted by the NATIONAL GEODETIC SURVEY
 PU2523.in September 1993.
 PU2523
 PU2523.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2523.GEOID18 height accuracy estimate available here.
 PU2523
 PU2523.Click photographs - Photos may exist for this station.
 PU2523
 PU2523.The dynamic height is computed by dividing the NAVD 88
 PU2523.geopotential number by the normal gravity value computed on the
 PU2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2523.degrees latitude (g = 980.6199 gals.).
 PU2523
 PU2523.The modeled gravity was interpolated from observed gravity values.
 PU2523
 PU2523;                    North         East    Units  Estimated Accuracy
 PU2523;SPC SD S     -   201,890.      381,500.      MT  (+/- 180 meters Scaled)
 PU2523
 PU2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ549868(NAD 83)
 PU2523
 PU2523                          SUPERSEDED SURVEY CONTROL
 PU2523
 PU2523.No superseded survey control is available for this station.
 PU2523
 PU2523_MARKER: DD = SURVEY DISK
 PU2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2523_STAMPING: I90 66.49
 PU2523_MARK LOGO: SDDT
 PU2523_PROJECTION: FLUSH
 PU2523_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2523+STABILITY: SURFACE MOTION
 PU2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2523+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 PU2523
 PU2523  HISTORY     - Date     Condition        Report By
 PU2523  HISTORY     - 1990     MONUMENTED       SDDT
 PU2523  HISTORY     - 19910726 GOOD             NGS
 PU2523  HISTORY     - 20120719 GOOD             INDIV
 PU2523
 PU2523                          STATION DESCRIPTION
 PU2523
 PU2523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2523'17.8 KM (11.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2523'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 21.1 M (69.2 FT)
 PU2523'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.6 M
 PU2523'(5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) SOUTHEAST OF
 PU2523'THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN (EXIT 66 ELSWORTH A.F.B.
 PU2523'BOX ELDER), AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 PU2523'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2523
 PU2523                          STATION RECOVERY (2012)
 PU2523
 PU2523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2522 ***********************************************************************
 PU2522  DESIGNATION -  I90 067.48
 PU2522  PID         -  PU2522
 PU2522  STATE/COUNTY-  SD/PENNINGTON
 PU2522  COUNTRY     -  US
 PU2522  USGS QUAD   -  BOX ELDER (2017)
 PU2522
 PU2522                         *CURRENT SURVEY CONTROL
 PU2522  ______________________________________________________________________
 PU2522* NAD 83(1986) POSITION- 44 07 06.     (N) 103 02 38.     (W)   SCALED
 PU2522* NAVD 88 ORTHO HEIGHT -   936.286 (meters)     3071.80  (feet) ADJUSTED
 PU2522  ______________________________________________________________________
 PU2522  GEOID HEIGHT    -        -16.780 (meters)                     GEOID18
 PU2522  DYNAMIC HEIGHT  -        935.984 (meters)     3070.81  (feet) COMP
 PU2522  MODELED GRAVITY -    980,263.8   (mgal)                       NAVD 88
 PU2522
 PU2522  VERT ORDER      -  FIRST     CLASS II
 PU2522
 PU2522.The horizontal coordinates were scaled from a map and have
 PU2522.an estimated accuracy of +/- 6 seconds.
 PU2522
 PU2522.The orthometric height was determined by differential leveling and
 PU2522.adjusted by the NATIONAL GEODETIC SURVEY
 PU2522.in September 1993.
 PU2522
 PU2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2522.GEOID18 height accuracy estimate available here.
 PU2522
 PU2522.Click photographs - Photos may exist for this station.
 PU2522
 PU2522.The dynamic height is computed by dividing the NAVD 88
 PU2522.geopotential number by the normal gravity value computed on the
 PU2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2522.degrees latitude (g = 980.6199 gals.).
 PU2522
 PU2522.The modeled gravity was interpolated from observed gravity values.
 PU2522
 PU2522;                    North         East    Units  Estimated Accuracy
 PU2522;SPC SD S     -   201,840.      383,080.      MT  (+/- 180 meters Scaled)
 PU2522
 PU2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ565868(NAD 83)
 PU2522
 PU2522                          SUPERSEDED SURVEY CONTROL
 PU2522
 PU2522.No superseded survey control is available for this station.
 PU2522
 PU2522_MARKER: DD = SURVEY DISK
 PU2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2522_STAMPING: I90 67.48
 PU2522_MARK LOGO: SDDT
 PU2522_PROJECTION: FLUSH
 PU2522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2522+STABILITY: SURFACE MOTION
 PU2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2522+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 PU2522
 PU2522  HISTORY     - Date     Condition        Report By
 PU2522  HISTORY     - 1990     MONUMENTED       SDDT
 PU2522  HISTORY     - 19910726 GOOD             NGS
 PU2522  HISTORY     - 20120719 GOOD             INDIV
 PU2522
 PU2522                          STATION DESCRIPTION
 PU2522
 PU2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2522'19.4 KM (12.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2522'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 47.1 M (154.5
 PU2522'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2522'32.8 M (107.6 FT) NORTHEAST OF THE NORTH LEG OF A HIGHWAY INFORMATION
 PU2522'SIGN, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 PU2522'SOUTH OF A FENCE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 PU2522'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2522
 PU2522                          STATION RECOVERY (2012)
 PU2522
 PU2522'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2521 ***********************************************************************
 PU2521  DESIGNATION -  I90 068.0
 PU2521  PID         -  PU2521
 PU2521  STATE/COUNTY-  SD/PENNINGTON
 PU2521  COUNTRY     -  US
 PU2521  USGS QUAD   -  BOX ELDER (2017)
 PU2521
 PU2521                         *CURRENT SURVEY CONTROL
 PU2521  ______________________________________________________________________
 PU2521* NAD 83(1986) POSITION- 44 07 06.     (N) 103 01 59.     (W)   SCALED
 PU2521* NAVD 88 ORTHO HEIGHT -   935.259 (meters)     3068.43  (feet) ADJUSTED
 PU2521  ______________________________________________________________________
 PU2521  GEOID HEIGHT    -        -16.822 (meters)                     GEOID18
 PU2521  DYNAMIC HEIGHT  -        934.957 (meters)     3067.44  (feet) COMP
 PU2521  MODELED GRAVITY -    980,264.2   (mgal)                       NAVD 88
 PU2521
 PU2521  VERT ORDER      -  FIRST     CLASS II
 PU2521
 PU2521.The horizontal coordinates were scaled from a map and have
 PU2521.an estimated accuracy of +/- 6 seconds.
 PU2521
 PU2521.The orthometric height was determined by differential leveling and
 PU2521.adjusted by the NATIONAL GEODETIC SURVEY
 PU2521.in September 1993.
 PU2521
 PU2521.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2521.GEOID18 height accuracy estimate available here.
 PU2521
 PU2521.Click photographs - Photos may exist for this station.
 PU2521
 PU2521.The dynamic height is computed by dividing the NAVD 88
 PU2521.geopotential number by the normal gravity value computed on the
 PU2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2521.degrees latitude (g = 980.6199 gals.).
 PU2521
 PU2521.The modeled gravity was interpolated from observed gravity values.
 PU2521
 PU2521;                    North         East    Units  Estimated Accuracy
 PU2521;SPC SD S     -   201,810.      383,950.      MT  (+/- 180 meters Scaled)
 PU2521
 PU2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ573868(NAD 83)
 PU2521
 PU2521                          SUPERSEDED SURVEY CONTROL
 PU2521
 PU2521.No superseded survey control is available for this station.
 PU2521
 PU2521_MARKER: P = PIPE CAP
 PU2521_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2521_STAMPING: I90 68.0
 PU2521_MARK LOGO: NGS
 PU2521_PROJECTION: PROJECTING 3 CENTIMETERS
 PU2521_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2521+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 PU2521_ROD/PIPE-DEPTH: 6.4 meters
 PU2521_SLEEVE-DEPTH  : 2.0 meters
 PU2521
 PU2521  HISTORY     - Date     Condition        Report By
 PU2521  HISTORY     - 1990     MONUMENTED       SDDT
 PU2521  HISTORY     - 19910726 GOOD             NGS
 PU2521  HISTORY     - 20120301 GOOD             INDIV
 PU2521
 PU2521                          STATION DESCRIPTION
 PU2521
 PU2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2521'20.2 KM (12.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2521'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, A STAINLESS
 PU2521'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2521'GALVANIZED STEEL PIPE, 0.2 KM (0.10 MI) WEST OF THE WEST END OF
 PU2521'BRIDGE NUMBER 52-510-274, 56.2 M (184.4 FT) NORTH OF THE CENTERLINE
 PU2521'OF THE WESTBOUND LANES OF THE HIGHWAY, 51.4 M (168.6 FT) NORTHWEST OF
 PU2521'MILEPOST 68, 6.0 M (19.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, 4.1 M
 PU2521'(13.5 FT) EAST-SOUTHEAST OF THE SOUTH LEG OF A BILLBOARD, 0.6 M (2.0
 PU2521'FT) SOUTHEAST OF A BRACED FENCE POST, AND 0.4 M (1.3 FT) SOUTH OF A
 PU2521'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2521'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2521
 PU2521                          STATION RECOVERY (2012)
 PU2521
 PU2521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2520 ***********************************************************************
 PU2520  DESIGNATION -  I90 068.32
 PU2520  PID         -  PU2520
 PU2520  STATE/COUNTY-  SD/PENNINGTON
 PU2520  COUNTRY     -  US
 PU2520  USGS QUAD   -  BOX ELDER (2017)
 PU2520
 PU2520                         *CURRENT SURVEY CONTROL
 PU2520  ______________________________________________________________________
 PU2520* NAD 83(1986) POSITION- 44 07 06.     (N) 103 01 33.     (W)   SCALED
 PU2520* NAVD 88 ORTHO HEIGHT -   932.275 (meters)     3058.64  (feet) ADJUSTED
 PU2520  ______________________________________________________________________
 PU2520  GEOID HEIGHT    -        -16.849 (meters)                     GEOID18
 PU2520  DYNAMIC HEIGHT  -        931.974 (meters)     3057.65  (feet) COMP
 PU2520  MODELED GRAVITY -    980,264.2   (mgal)                       NAVD 88
 PU2520
 PU2520  VERT ORDER      -  FIRST     CLASS II
 PU2520
 PU2520.The horizontal coordinates were scaled from a map and have
 PU2520.an estimated accuracy of +/- 6 seconds.
 PU2520
 PU2520.The orthometric height was determined by differential leveling and
 PU2520.adjusted by the NATIONAL GEODETIC SURVEY
 PU2520.in September 1993.
 PU2520
 PU2520.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2520.GEOID18 height accuracy estimate available here.
 PU2520
 PU2520.Click photographs - Photos may exist for this station.
 PU2520
 PU2520.The dynamic height is computed by dividing the NAVD 88
 PU2520.geopotential number by the normal gravity value computed on the
 PU2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2520.degrees latitude (g = 980.6199 gals.).
 PU2520
 PU2520.The modeled gravity was interpolated from observed gravity values.
 PU2520
 PU2520;                    North         East    Units  Estimated Accuracy
 PU2520;SPC SD S     -   201,800.      384,520.      MT  (+/- 180 meters Scaled)
 PU2520
 PU2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ579869(NAD 83)
 PU2520
 PU2520                          SUPERSEDED SURVEY CONTROL
 PU2520
 PU2520.No superseded survey control is available for this station.
 PU2520
 PU2520_MARKER: DD = SURVEY DISK
 PU2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2520_STAMPING: I90 68.32
 PU2520_MARK LOGO: SDDT
 PU2520_PROJECTION: FLUSH
 PU2520_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2520+STABILITY: SURFACE MOTION
 PU2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2520+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 PU2520
 PU2520  HISTORY     - Date     Condition        Report By
 PU2520  HISTORY     - 1990     MONUMENTED       SDDT
 PU2520  HISTORY     - 19910726 GOOD             NGS
 PU2520  HISTORY     - 20120719 GOOD             INDIV
 PU2520
 PU2520                          STATION DESCRIPTION
 PU2520
 PU2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2520'20.9 KM (13.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2520'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 0.4 KM (0.25 MI)
 PU2520'EAST OF BRIDGE NUMBER 52-510-274, 94.0 M (308.4 FT) WEST OF A
 PU2520'BILLBOARD AND FENCE CORNER, 37.9 M (124.3 FT) NORTH OF AND LEVEL WITH
 PU2520'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 PU2520'SOUTH OF A WITNESS POST AND T-FENCE CORNER, AND THE MONUMENT IS FLUSH
 PU2520'WITH THE GROUND SURFACE.
 PU2520
 PU2520                          STATION RECOVERY (2012)
 PU2520
 PU2520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2519 ***********************************************************************
 PU2519  DESIGNATION -  I90 069.31
 PU2519  PID         -  PU2519
 PU2519  STATE/COUNTY-  SD/PENNINGTON
 PU2519  COUNTRY     -  US
 PU2519  USGS QUAD   -  BOX ELDER (2017)
 PU2519
 PU2519                         *CURRENT SURVEY CONTROL
 PU2519  ______________________________________________________________________
 PU2519* NAD 83(1986) POSITION- 44 07 07.     (N) 103 00 19.     (W)   SCALED
 PU2519* NAVD 88 ORTHO HEIGHT -   929.239 (meters)     3048.68  (feet) ADJUSTED
 PU2519  ______________________________________________________________________
 PU2519  GEOID HEIGHT    -        -16.924 (meters)                     GEOID18
 PU2519  DYNAMIC HEIGHT  -        928.939 (meters)     3047.69  (feet) COMP
 PU2519  MODELED GRAVITY -    980,264.6   (mgal)                       NAVD 88
 PU2519
 PU2519  VERT ORDER      -  FIRST     CLASS II
 PU2519
 PU2519.The horizontal coordinates were scaled from a map and have
 PU2519.an estimated accuracy of +/- 6 seconds.
 PU2519
 PU2519.The orthometric height was determined by differential leveling and
 PU2519.adjusted by the NATIONAL GEODETIC SURVEY
 PU2519.in September 1993.
 PU2519
 PU2519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2519.GEOID18 height accuracy estimate available here.
 PU2519
 PU2519.Click photographs - Photos may exist for this station.
 PU2519
 PU2519.The dynamic height is computed by dividing the NAVD 88
 PU2519.geopotential number by the normal gravity value computed on the
 PU2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2519.degrees latitude (g = 980.6199 gals.).
 PU2519
 PU2519.The modeled gravity was interpolated from observed gravity values.
 PU2519
 PU2519;                    North         East    Units  Estimated Accuracy
 PU2519;SPC SD S     -   201,770.      386,170.      MT  (+/- 180 meters Scaled)
 PU2519
 PU2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ596869(NAD 83)
 PU2519
 PU2519                          SUPERSEDED SURVEY CONTROL
 PU2519
 PU2519.No superseded survey control is available for this station.
 PU2519
 PU2519_MARKER: DD = SURVEY DISK
 PU2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2519_STAMPING: I90 69.31
 PU2519_MARK LOGO: SDDT
 PU2519_PROJECTION: FLUSH
 PU2519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2519+STABILITY: SURFACE MOTION
 PU2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2519+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2519
 PU2519  HISTORY     - Date     Condition        Report By
 PU2519  HISTORY     - 1990     MONUMENTED       SDDT
 PU2519  HISTORY     - 19910726 GOOD             NGS
 PU2519  HISTORY     - 20120718 GOOD             INDIV
 PU2519
 PU2519                          STATION DESCRIPTION
 PU2519
 PU2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2519'22.4 KM (13.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2519'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 32.2 M (105.6
 PU2519'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2519'24.9 M (81.7 FT) WEST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 PU2519'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 PU2519'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2519
 PU2519                          STATION RECOVERY (2012)
 PU2519
 PU2519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2518 ***********************************************************************
 PU2518  DESIGNATION -  I90 070.25
 PU2518  PID         -  PU2518
 PU2518  STATE/COUNTY-  SD/PENNINGTON
 PU2518  COUNTRY     -  US
 PU2518  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2518
 PU2518                         *CURRENT SURVEY CONTROL
 PU2518  ______________________________________________________________________
 PU2518* NAD 83(1986) POSITION- 44 07 07.     (N) 102 59 11.     (W)   SCALED
 PU2518* NAVD 88 ORTHO HEIGHT -   931.150 (meters)     3054.95  (feet) ADJUSTED
 PU2518  ______________________________________________________________________
 PU2518  GEOID HEIGHT    -        -16.992 (meters)                     GEOID18
 PU2518  DYNAMIC HEIGHT  -        930.853 (meters)     3053.97  (feet) COMP
 PU2518  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 PU2518
 PU2518  VERT ORDER      -  FIRST     CLASS II
 PU2518
 PU2518.The horizontal coordinates were scaled from a map and have
 PU2518.an estimated accuracy of +/- 6 seconds.
 PU2518
 PU2518.The orthometric height was determined by differential leveling and
 PU2518.adjusted by the NATIONAL GEODETIC SURVEY
 PU2518.in September 1993.
 PU2518
 PU2518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2518.GEOID18 height accuracy estimate available here.
 PU2518
 PU2518.Click photographs - Photos may exist for this station.
 PU2518
 PU2518.The dynamic height is computed by dividing the NAVD 88
 PU2518.geopotential number by the normal gravity value computed on the
 PU2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2518.degrees latitude (g = 980.6199 gals.).
 PU2518
 PU2518.The modeled gravity was interpolated from observed gravity values.
 PU2518
 PU2518;                    North         East    Units  Estimated Accuracy
 PU2518;SPC SD S     -   201,730.      387,680.      MT  (+/- 180 meters Scaled)
 PU2518
 PU2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ611870(NAD 83)
 PU2518
 PU2518                          SUPERSEDED SURVEY CONTROL
 PU2518
 PU2518.No superseded survey control is available for this station.
 PU2518
 PU2518_MARKER: DD = SURVEY DISK
 PU2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2518_STAMPING: 90-70.25
 PU2518_MARK LOGO: SDDT
 PU2518_PROJECTION: FLUSH
 PU2518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2518+STABILITY: SURFACE MOTION
 PU2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2518+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2518
 PU2518  HISTORY     - Date     Condition        Report By
 PU2518  HISTORY     - UNK      MONUMENTED       SDDT
 PU2518  HISTORY     - 19910715 GOOD             NGS
 PU2518  HISTORY     - 20120718 GOOD             INDIV
 PU2518
 PU2518                          STATION DESCRIPTION
 PU2518
 PU2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2518'12.9 KM (8.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2518'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 49.5 M
 PU2518'(162.4 FT) WEST OF A BRACED FENCE POST, 31.9 M (104.7 FT) NORTH OF
 PU2518'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 PU2518'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 PU2518'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2518
 PU2518                          STATION RECOVERY (2012)
 PU2518
 PU2518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2517 ***********************************************************************
 PU2517  DESIGNATION -  I90 071.2
 PU2517  PID         -  PU2517
 PU2517  STATE/COUNTY-  SD/PENNINGTON
 PU2517  COUNTRY     -  US
 PU2517  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2517
 PU2517                         *CURRENT SURVEY CONTROL
 PU2517  ______________________________________________________________________
 PU2517* NAD 83(1986) POSITION- 44 07 07.     (N) 102 58 07.     (W)   SCALED
 PU2517* NAVD 88 ORTHO HEIGHT -   920.869 (meters)     3021.22  (feet) ADJUSTED
 PU2517  ______________________________________________________________________
 PU2517  GEOID HEIGHT    -        -17.055 (meters)                     GEOID18
 PU2517  DYNAMIC HEIGHT  -        920.572 (meters)     3020.24  (feet) COMP
 PU2517  MODELED GRAVITY -    980,265.0   (mgal)                       NAVD 88
 PU2517
 PU2517  VERT ORDER      -  FIRST     CLASS II
 PU2517
 PU2517.The horizontal coordinates were scaled from a map and have
 PU2517.an estimated accuracy of +/- 6 seconds.
 PU2517
 PU2517.The orthometric height was determined by differential leveling and
 PU2517.adjusted by the NATIONAL GEODETIC SURVEY
 PU2517.in September 1993.
 PU2517
 PU2517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2517.GEOID18 height accuracy estimate available here.
 PU2517
 PU2517.Click photographs - Photos may exist for this station.
 PU2517
 PU2517.The dynamic height is computed by dividing the NAVD 88
 PU2517.geopotential number by the normal gravity value computed on the
 PU2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2517.degrees latitude (g = 980.6199 gals.).
 PU2517
 PU2517.The modeled gravity was interpolated from observed gravity values.
 PU2517
 PU2517;                    North         East    Units  Estimated Accuracy
 PU2517;SPC SD S     -   201,680.      389,100.      MT  (+/- 180 meters Scaled)
 PU2517
 PU2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ625870(NAD 83)
 PU2517
 PU2517                          SUPERSEDED SURVEY CONTROL
 PU2517
 PU2517.No superseded survey control is available for this station.
 PU2517
 PU2517_MARKER: P = PIPE CAP
 PU2517_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2517_STAMPING: 90-71.2
 PU2517_MARK LOGO: NGS
 PU2517_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2517_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2517+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 PU2517_ROD/PIPE-DEPTH: 6.4 meters
 PU2517_SLEEVE-DEPTH  : 2.0 meters
 PU2517
 PU2517  HISTORY     - Date     Condition        Report By
 PU2517  HISTORY     - 1990     MONUMENTED       SDDT
 PU2517  HISTORY     - 19910715 GOOD             NGS
 PU2517  HISTORY     - 20120229 GOOD             INDIV
 PU2517
 PU2517                          STATION DESCRIPTION
 PU2517
 PU2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2517'11.5 KM (7.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2517'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, A STAINLESS
 PU2517'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2517'GALVANIZED STEEL PIPE, 100.0 M (328.1 FT) EAST OF THE NORTHEAST
 PU2517'CORNER OF OVERPASS NUMBER 52-540-275, 56.8 M (186.4 FT) WEST OF A
 PU2517'BRACED FENCE POST, 31.9 M (104.7 FT) NORTH OF THE CENTERLINE OF THE
 PU2517'WESTBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.6
 PU2517'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH
 PU2517'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2517'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2517
 PU2517                          STATION RECOVERY (2012)
 PU2517
 PU2517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2516 ***********************************************************************
 PU2516  DESIGNATION -  I90 072.20
 PU2516  PID         -  PU2516
 PU2516  STATE/COUNTY-  SD/PENNINGTON
 PU2516  COUNTRY     -  US
 PU2516  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2516
 PU2516                         *CURRENT SURVEY CONTROL
 PU2516  ______________________________________________________________________
 PU2516* NAD 83(1986) POSITION- 44 07 06.99   (N) 102 56 52.91   (W)   HD_HELD1
 PU2516* NAVD 88 ORTHO HEIGHT -   931.946 (meters)     3057.56  (feet) ADJUSTED
 PU2516  ______________________________________________________________________
 PU2516  GEOID HEIGHT    -        -17.127 (meters)                     GEOID18
 PU2516  DYNAMIC HEIGHT  -        931.646 (meters)     3056.58  (feet) COMP
 PU2516  MODELED GRAVITY -    980,264.6   (mgal)                       NAVD 88
 PU2516
 PU2516  VERT ORDER      -  FIRST     CLASS II
 PU2516
 PU2516.The horizontal coordinates were determined by differentially corrected
 PU2516.hand held GPS observations or other comparable positioning techniques
 PU2516.and have an estimated accuracy of +/- 3 meters.
 PU2516
 PU2516.The orthometric height was determined by differential leveling and
 PU2516.adjusted by the NATIONAL GEODETIC SURVEY
 PU2516.in September 1993.
 PU2516
 PU2516.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2516.GEOID18 height accuracy estimate available here.
 PU2516
 PU2516.Click photographs - Photos may exist for this station.
 PU2516
 PU2516.The dynamic height is computed by dividing the NAVD 88
 PU2516.geopotential number by the normal gravity value computed on the
 PU2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2516.degrees latitude (g = 980.6199 gals.).
 PU2516
 PU2516.The modeled gravity was interpolated from observed gravity values.
 PU2516
 PU2516;                    North         East    Units  Estimated Accuracy
 PU2516;SPC SD S     -   201,627.1     390,749.4     MT  (+/- 3 meters HH1 GPS) 
 PU2516
 PU2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6418787093(NAD 83)
 PU2516
 PU2516                          SUPERSEDED SURVEY CONTROL
 PU2516
 PU2516.No superseded survey control is available for this station.
 PU2516
 PU2516_MARKER: DD = SURVEY DISK
 PU2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2516_STAMPING: 90-72.20
 PU2516_MARK LOGO: SDDT
 PU2516_PROJECTION: FLUSH
 PU2516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2516+STABILITY: SURFACE MOTION
 PU2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2516+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2516
 PU2516  HISTORY     - Date     Condition        Report By
 PU2516  HISTORY     - UNK      MONUMENTED       SDDT
 PU2516  HISTORY     - 19910715 GOOD             NGS
 PU2516  HISTORY     - 20120718 GOOD             INDIV
 PU2516
 PU2516                          STATION DESCRIPTION
 PU2516
 PU2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2516'9.8 KM (6.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2516'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 60.1 M
 PU2516'(197.2 FT) WEST OF A BRACED FENCE POST, 30.9 M (101.4 FT) NORTH OF
 PU2516'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 PU2516'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS
 PU2516'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2516
 PU2516                          STATION RECOVERY (2012)
 PU2516
 PU2516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2515 ***********************************************************************
 PU2515  DESIGNATION -  I90 073.15
 PU2515  PID         -  PU2515
 PU2515  STATE/COUNTY-  SD/PENNINGTON
 PU2515  COUNTRY     -  US
 PU2515  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2515
 PU2515                         *CURRENT SURVEY CONTROL
 PU2515  ______________________________________________________________________
 PU2515* NAD 83(1986) POSITION- 44 06 58.     (N) 102 55 44.     (W)   SCALED
 PU2515* NAVD 88 ORTHO HEIGHT -   913.366 (meters)     2996.60  (feet) ADJUSTED
 PU2515  ______________________________________________________________________
 PU2515  GEOID HEIGHT    -        -17.195 (meters)                     GEOID18
 PU2515  DYNAMIC HEIGHT  -        913.072 (meters)     2995.64  (feet) COMP
 PU2515  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 PU2515
 PU2515  VERT ORDER      -  FIRST     CLASS II
 PU2515
 PU2515.The horizontal coordinates were scaled from a map and have
 PU2515.an estimated accuracy of +/- 6 seconds.
 PU2515
 PU2515.The orthometric height was determined by differential leveling and
 PU2515.adjusted by the NATIONAL GEODETIC SURVEY
 PU2515.in September 1993.
 PU2515
 PU2515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2515.GEOID18 height accuracy estimate available here.
 PU2515
 PU2515.Click photographs - Photos may exist for this station.
 PU2515
 PU2515.The dynamic height is computed by dividing the NAVD 88
 PU2515.geopotential number by the normal gravity value computed on the
 PU2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2515.degrees latitude (g = 980.6199 gals.).
 PU2515
 PU2515.The modeled gravity was interpolated from observed gravity values.
 PU2515
 PU2515;                    North         East    Units  Estimated Accuracy
 PU2515;SPC SD S     -   201,300.      392,270.      MT  (+/- 180 meters Scaled)
 PU2515
 PU2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ657868(NAD 83)
 PU2515
 PU2515                          SUPERSEDED SURVEY CONTROL
 PU2515
 PU2515.No superseded survey control is available for this station.
 PU2515
 PU2515_MARKER: DD = SURVEY DISK
 PU2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2515_STAMPING: 90-73.15
 PU2515_MARK LOGO: SDDT
 PU2515_PROJECTION: FLUSH
 PU2515_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2515+STABILITY: SURFACE MOTION
 PU2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2515+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2515
 PU2515  HISTORY     - Date     Condition        Report By
 PU2515  HISTORY     - UNK      MONUMENTED       SDDT
 PU2515  HISTORY     - 19910715 GOOD             NGS
 PU2515  HISTORY     - 20120718 GOOD             INDIV
 PU2515
 PU2515                          STATION DESCRIPTION
 PU2515
 PU2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2515'8.3 KM (5.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2515'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 50.0 M
 PU2515'(164.0 FT) SOUTHEAST OF A T-FENCE CORNER, 39.4 M (129.3 FT) NORTHEAST
 PU2515'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.8 M (2.6
 PU2515'FT) SOUTHWEST OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 PU2515'HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 PU2515'IS FLUSH WITH THE GROUND SURFACE.
 PU2515
 PU2515                          STATION RECOVERY (2012)
 PU2515
 PU2515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2514 ***********************************************************************
 PU2514  DESIGNATION -  I90 074.01
 PU2514  PID         -  PU2514
 PU2514  STATE/COUNTY-  SD/PENNINGTON
 PU2514  COUNTRY     -  US
 PU2514  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2514
 PU2514                         *CURRENT SURVEY CONTROL
 PU2514  ______________________________________________________________________
 PU2514* NAD 83(1986) POSITION- 44 06 41.     (N) 102 54 46.     (W)   SCALED
 PU2514* NAVD 88 ORTHO HEIGHT -   913.035 (meters)     2995.52  (feet) ADJUSTED
 PU2514  ______________________________________________________________________
 PU2514  GEOID HEIGHT    -        -17.251 (meters)                     GEOID18
 PU2514  DYNAMIC HEIGHT  -        912.742 (meters)     2994.55  (feet) COMP
 PU2514  MODELED GRAVITY -    980,266.6   (mgal)                       NAVD 88
 PU2514
 PU2514  VERT ORDER      -  FIRST     CLASS II
 PU2514
 PU2514.The horizontal coordinates were scaled from a map and have
 PU2514.an estimated accuracy of +/- 6 seconds.
 PU2514
 PU2514.The orthometric height was determined by differential leveling and
 PU2514.adjusted by the NATIONAL GEODETIC SURVEY
 PU2514.in September 1993.
 PU2514
 PU2514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2514.GEOID18 height accuracy estimate available here.
 PU2514
 PU2514.Click photographs - Photos may exist for this station.
 PU2514
 PU2514.The dynamic height is computed by dividing the NAVD 88
 PU2514.geopotential number by the normal gravity value computed on the
 PU2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2514.degrees latitude (g = 980.6199 gals.).
 PU2514
 PU2514.The modeled gravity was interpolated from observed gravity values.
 PU2514
 PU2514;                    North         East    Units  Estimated Accuracy
 PU2514;SPC SD S     -   200,740.      393,550.      MT  (+/- 180 meters Scaled)
 PU2514
 PU2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ670863(NAD 83)
 PU2514
 PU2514                          SUPERSEDED SURVEY CONTROL
 PU2514
 PU2514.No superseded survey control is available for this station.
 PU2514
 PU2514_MARKER: DD = SURVEY DISK
 PU2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2514_STAMPING: 90-74.01
 PU2514_MARK LOGO: SDDT
 PU2514_PROJECTION: FLUSH
 PU2514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2514+STABILITY: SURFACE MOTION
 PU2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2514+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2514
 PU2514  HISTORY     - Date     Condition        Report By
 PU2514  HISTORY     - UNK      MONUMENTED       SDDT
 PU2514  HISTORY     - 19910715 GOOD             NGS
 PU2514  HISTORY     - 20120718 GOOD             INDIV
 PU2514
 PU2514                          STATION DESCRIPTION
 PU2514
 PU2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2514'6.9 KM (4.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2514'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 41.3 M
 PU2514'(135.5 FT) EAST-NORTHEAST OF MILEPOST 74, 35.2 M (115.5 FT) NORTHEAST
 PU2514'OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2514'HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND
 PU2514'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2514
 PU2514                          STATION RECOVERY (2012)
 PU2514
 PU2514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2513 ***********************************************************************
 PU2513  DESIGNATION -  I90 074.88
 PU2513  PID         -  PU2513
 PU2513  STATE/COUNTY-  SD/PENNINGTON
 PU2513  COUNTRY     -  US
 PU2513  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2513
 PU2513                         *CURRENT SURVEY CONTROL
 PU2513  ______________________________________________________________________
 PU2513* NAD 83(1986) POSITION- 44 06 19.     (N) 102 53 51.     (W)   SCALED
 PU2513* NAVD 88 ORTHO HEIGHT -   888.768 (meters)     2915.90  (feet) ADJUSTED
 PU2513  ______________________________________________________________________
 PU2513  GEOID HEIGHT    -        -17.303 (meters)                     GEOID18
 PU2513  DYNAMIC HEIGHT  -        888.483 (meters)     2914.96  (feet) COMP
 PU2513  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 PU2513
 PU2513  VERT ORDER      -  FIRST     CLASS II
 PU2513
 PU2513.The horizontal coordinates were scaled from a map and have
 PU2513.an estimated accuracy of +/- 6 seconds.
 PU2513
 PU2513.The orthometric height was determined by differential leveling and
 PU2513.adjusted by the NATIONAL GEODETIC SURVEY
 PU2513.in September 1993.
 PU2513
 PU2513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2513.GEOID18 height accuracy estimate available here.
 PU2513
 PU2513.Click photographs - Photos may exist for this station.
 PU2513
 PU2513.The dynamic height is computed by dividing the NAVD 88
 PU2513.geopotential number by the normal gravity value computed on the
 PU2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2513.degrees latitude (g = 980.6199 gals.).
 PU2513
 PU2513.The modeled gravity was interpolated from observed gravity values.
 PU2513
 PU2513;                    North         East    Units  Estimated Accuracy
 PU2513;SPC SD S     -   200,020.      394,750.      MT  (+/- 180 meters Scaled)
 PU2513
 PU2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ682857(NAD 83)
 PU2513
 PU2513                          SUPERSEDED SURVEY CONTROL
 PU2513
 PU2513.No superseded survey control is available for this station.
 PU2513
 PU2513_MARKER: DD = SURVEY DISK
 PU2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2513_STAMPING: 90-74.88
 PU2513_MARK LOGO: SDDT
 PU2513_PROJECTION: FLUSH
 PU2513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2513+STABILITY: SURFACE MOTION
 PU2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2513+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2513
 PU2513  HISTORY     - Date     Condition        Report By
 PU2513  HISTORY     - UNK      MONUMENTED       SDDT
 PU2513  HISTORY     - 19910715 GOOD             NGS
 PU2513  HISTORY     - 20120718 GOOD             INDIV
 PU2513
 PU2513                          STATION DESCRIPTION
 PU2513
 PU2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2513'5.5 KM (3.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2513'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 55.7 M
 PU2513'(182.7 FT) WEST OF A BRACED FENCE POST, 31.6 M (103.7 FT) NORTH OF
 PU2513'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT)
 PU2513'BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTH OF A FENCE, 0.5
 PU2513'M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2513'THE GROUND SURFACE.
 PU2513
 PU2513                          STATION RECOVERY (2012)
 PU2513
 PU2513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2512 ***********************************************************************
 PU2512  DESIGNATION -  I90 075.3
 PU2512  PID         -  PU2512
 PU2512  STATE/COUNTY-  SD/PENNINGTON
 PU2512  COUNTRY     -  US
 PU2512  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2512
 PU2512                         *CURRENT SURVEY CONTROL
 PU2512  ______________________________________________________________________
 PU2512* NAD 83(1986) POSITION- 44 06 16.     (N) 102 53 25.     (W)   SCALED
 PU2512* NAVD 88 ORTHO HEIGHT -   887.930 (meters)     2913.15  (feet) ADJUSTED
 PU2512  ______________________________________________________________________
 PU2512  GEOID HEIGHT    -        -17.327 (meters)                     GEOID18
 PU2512  DYNAMIC HEIGHT  -        887.646 (meters)     2912.22  (feet) COMP
 PU2512  MODELED GRAVITY -    980,268.9   (mgal)                       NAVD 88
 PU2512
 PU2512  VERT ORDER      -  FIRST     CLASS II
 PU2512
 PU2512.The horizontal coordinates were scaled from a map and have
 PU2512.an estimated accuracy of +/- 6 seconds.
 PU2512
 PU2512.The orthometric height was determined by differential leveling and
 PU2512.adjusted by the NATIONAL GEODETIC SURVEY
 PU2512.in September 1993.
 PU2512
 PU2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2512.GEOID18 height accuracy estimate available here.
 PU2512
 PU2512.Click photographs - Photos may exist for this station.
 PU2512
 PU2512.The dynamic height is computed by dividing the NAVD 88
 PU2512.geopotential number by the normal gravity value computed on the
 PU2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2512.degrees latitude (g = 980.6199 gals.).
 PU2512
 PU2512.The modeled gravity was interpolated from observed gravity values.
 PU2512
 PU2512;                    North         East    Units  Estimated Accuracy
 PU2512;SPC SD S     -   199,910.      395,320.      MT  (+/- 180 meters Scaled)
 PU2512
 PU2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ688856(NAD 83)
 PU2512
 PU2512                          SUPERSEDED SURVEY CONTROL
 PU2512
 PU2512.No superseded survey control is available for this station.
 PU2512
 PU2512_MARKER: P = PIPE CAP
 PU2512_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2512_STAMPING: S.D.D.H. BM. NO. B1 ELEV. 2911.791
 PU2512_MARK LOGO: NONE
 PU2512_PROJECTION: FLUSH
 PU2512_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2512+STABILITY: POSITION/ELEVATION WELL
 PU2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2512+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 PU2512_ROD/PIPE-DEPTH: 6.4 meters
 PU2512_SLEEVE-DEPTH  : 3.0 meters
 PU2512
 PU2512  HISTORY     - Date     Condition        Report By
 PU2512  HISTORY     - 1981     MONUMENTED       SDDT
 PU2512  HISTORY     - 19910715 GOOD             NGS
 PU2512  HISTORY     - 20120301 GOOD             INDIV
 PU2512
 PU2512                          STATION DESCRIPTION
 PU2512
 PU2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2512'4.9 KM (3.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2512'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 58.2 M
 PU2512'(190.9 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER
 PU2512'52-580-285, 33.3 M (109.3 FT) NORTH OF THE CENTERLINE OF THE
 PU2512'WESTBOUND LANES OF THE HIGHWAY, 4.5 M (14.8 FT) BELOW THE LEVEL OF
 PU2512'THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2512'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 PU2512'THE STAMPING IS ON A METAL TAG ANCHORED IN THE MONUMENT.
 PU2512
 PU2512                          STATION RECOVERY (2012)
 PU2512
 PU2512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2511 ***********************************************************************
 PU2511  DESIGNATION -  I90 076.32
 PU2511  PID         -  PU2511
 PU2511  STATE/COUNTY-  SD/PENNINGTON
 PU2511  COUNTRY     -  US
 PU2511  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2511
 PU2511                         *CURRENT SURVEY CONTROL
 PU2511  ______________________________________________________________________
 PU2511* NAD 83(1986) POSITION- 44 06 16.     (N) 102 52 08.     (W)   SCALED
 PU2511* NAVD 88 ORTHO HEIGHT -   898.880 (meters)     2949.08  (feet) ADJUSTED
 PU2511  ______________________________________________________________________
 PU2511  GEOID HEIGHT    -        -17.398 (meters)                     GEOID18
 PU2511  DYNAMIC HEIGHT  -        898.595 (meters)     2948.14  (feet) COMP
 PU2511  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 PU2511
 PU2511  VERT ORDER      -  FIRST     CLASS II
 PU2511
 PU2511.The horizontal coordinates were scaled from a map and have
 PU2511.an estimated accuracy of +/- 6 seconds.
 PU2511
 PU2511.The orthometric height was determined by differential leveling and
 PU2511.adjusted by the NATIONAL GEODETIC SURVEY
 PU2511.in September 1993.
 PU2511
 PU2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2511.GEOID18 height accuracy estimate available here.
 PU2511
 PU2511.Click photographs - Photos may exist for this station.
 PU2511
 PU2511.The dynamic height is computed by dividing the NAVD 88
 PU2511.geopotential number by the normal gravity value computed on the
 PU2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2511.degrees latitude (g = 980.6199 gals.).
 PU2511
 PU2511.The modeled gravity was interpolated from observed gravity values.
 PU2511
 PU2511;                    North         East    Units  Estimated Accuracy
 PU2511;SPC SD S     -   199,860.      397,030.      MT  (+/- 180 meters Scaled)
 PU2511
 PU2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ705856(NAD 83)
 PU2511
 PU2511                          SUPERSEDED SURVEY CONTROL
 PU2511
 PU2511.No superseded survey control is available for this station.
 PU2511
 PU2511_MARKER: DD = SURVEY DISK
 PU2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2511_STAMPING: 90-76.32
 PU2511_MARK LOGO: SDDT
 PU2511_PROJECTION: FLUSH
 PU2511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2511+STABILITY: SURFACE MOTION
 PU2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2511+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2511
 PU2511  HISTORY     - Date     Condition        Report By
 PU2511  HISTORY     - UNK      MONUMENTED       SDDT
 PU2511  HISTORY     - 19910715 GOOD             NGS
 PU2511  HISTORY     - 20120718 GOOD             INDIV
 PU2511
 PU2511                          STATION DESCRIPTION
 PU2511
 PU2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2511'3.2 KM (2.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2511'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 65.7 M
 PU2511'(215.6 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 PU2511'LANES OF THE HIGHWAY, 42.4 M (139.1 FT) EAST OF A UTILITY POLE WITH A
 PU2511'TRANSFORMER, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 PU2511'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2511
 PU2511                          STATION RECOVERY (2012)
 PU2511
 PU2511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2510 ***********************************************************************
 PU2510  DESIGNATION -  I90 077.30
 PU2510  PID         -  PU2510
 PU2510  STATE/COUNTY-  SD/PENNINGTON
 PU2510  COUNTRY     -  US
 PU2510  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2510
 PU2510                         *CURRENT SURVEY CONTROL
 PU2510  ______________________________________________________________________
 PU2510* NAD 83(1986) POSITION- 44 06 15.     (N) 102 50 58.     (W)   SCALED
 PU2510* NAVD 88 ORTHO HEIGHT -   894.968 (meters)     2936.24  (feet) ADJUSTED
 PU2510  ______________________________________________________________________
 PU2510  GEOID HEIGHT    -        -17.461 (meters)                     GEOID18
 PU2510  DYNAMIC HEIGHT  -        894.683 (meters)     2935.31  (feet) COMP
 PU2510  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 PU2510
 PU2510  VERT ORDER      -  FIRST     CLASS II
 PU2510
 PU2510.The horizontal coordinates were scaled from a map and have
 PU2510.an estimated accuracy of +/- 6 seconds.
 PU2510
 PU2510.The orthometric height was determined by differential leveling and
 PU2510.adjusted by the NATIONAL GEODETIC SURVEY
 PU2510.in September 1993.
 PU2510
 PU2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2510.GEOID18 height accuracy estimate available here.
 PU2510
 PU2510.Click photographs - Photos may exist for this station.
 PU2510
 PU2510.The dynamic height is computed by dividing the NAVD 88
 PU2510.geopotential number by the normal gravity value computed on the
 PU2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2510.degrees latitude (g = 980.6199 gals.).
 PU2510
 PU2510.The modeled gravity was interpolated from observed gravity values.
 PU2510
 PU2510;                    North         East    Units  Estimated Accuracy
 PU2510;SPC SD S     -   199,780.      398,590.      MT  (+/- 180 meters Scaled)
 PU2510
 PU2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ721856(NAD 83)
 PU2510
 PU2510                          SUPERSEDED SURVEY CONTROL
 PU2510
 PU2510.No superseded survey control is available for this station.
 PU2510
 PU2510_MARKER: DD = SURVEY DISK
 PU2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2510_STAMPING: 90-77.30
 PU2510_MARK LOGO: SDDT
 PU2510_PROJECTION: FLUSH
 PU2510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2510+STABILITY: SURFACE MOTION
 PU2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2510+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2510
 PU2510  HISTORY     - Date     Condition        Report By
 PU2510  HISTORY     - UNK      MONUMENTED       SDDT
 PU2510  HISTORY     - 19910715 GOOD             NGS
 PU2510  HISTORY     - 20120718 GOOD             INDIV
 PU2510
 PU2510                          STATION DESCRIPTION
 PU2510
 PU2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2510'1.6 KM (1.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2510'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 32.0 M
 PU2510'(105.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2510'HIGHWAY, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 PU2510'FT) SOUTH OF A WITNESS POST AND T-FENCE CORNER, AND THE MONUMENT IS
 PU2510'FLUSH WITH THE GROUND SURFACE.
 PU2510
 PU2510                          STATION RECOVERY (2012)
 PU2510
 PU2510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2509 ***********************************************************************
 PU2509  DESIGNATION -  I90 077.95
 PU2509  PID         -  PU2509
 PU2509  STATE/COUNTY-  SD/PENNINGTON
 PU2509  COUNTRY     -  US
 PU2509  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2509
 PU2509                         *CURRENT SURVEY CONTROL
 PU2509  ______________________________________________________________________
 PU2509* NAD 83(1986) POSITION- 44 06 14.15   (N) 102 50 09.86   (W)   HD_HELD1
 PU2509* NAVD 88 ORTHO HEIGHT -   886.128 (meters)     2907.24  (feet) ADJUSTED
 PU2509  ______________________________________________________________________
 PU2509  GEOID HEIGHT    -        -17.504 (meters)                     GEOID18
 PU2509  DYNAMIC HEIGHT  -        885.846 (meters)     2906.31  (feet) COMP
 PU2509  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 PU2509
 PU2509  VERT ORDER      -  FIRST     CLASS II
 PU2509
 PU2509.The horizontal coordinates were determined by differentially corrected
 PU2509.hand held GPS observations or other comparable positioning techniques
 PU2509.and have an estimated accuracy of +/- 3 meters.
 PU2509
 PU2509.The orthometric height was determined by differential leveling and
 PU2509.adjusted by the NATIONAL GEODETIC SURVEY
 PU2509.in September 1993.
 PU2509
 PU2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2509.GEOID18 height accuracy estimate available here.
 PU2509
 PU2509.Click photographs - Photos may exist for this station.
 PU2509
 PU2509.The dynamic height is computed by dividing the NAVD 88
 PU2509.geopotential number by the normal gravity value computed on the
 PU2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2509.degrees latitude (g = 980.6199 gals.).
 PU2509
 PU2509.The modeled gravity was interpolated from observed gravity values.
 PU2509
 PU2509;                    North         East    Units  Estimated Accuracy
 PU2509;SPC SD S     -   199,721.0     399,657.4     MT  (+/- 3 meters HH1 GPS) 
 PU2509
 PU2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7318985692(NAD 83)
 PU2509
 PU2509                          SUPERSEDED SURVEY CONTROL
 PU2509
 PU2509.No superseded survey control is available for this station.
 PU2509
 PU2509_MARKER: DD = SURVEY DISK
 PU2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2509_STAMPING: 90-77.95
 PU2509_MARK LOGO: SDDT
 PU2509_PROJECTION: FLUSH
 PU2509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2509+STABILITY: SURFACE MOTION
 PU2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2509+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2509
 PU2509  HISTORY     - Date     Condition        Report By
 PU2509  HISTORY     - UNK      MONUMENTED       SDDT
 PU2509  HISTORY     - 19910715 GOOD             NGS
 PU2509  HISTORY     - 20120718 GOOD             INDIV
 PU2509
 PU2509                          STATION DESCRIPTION
 PU2509
 PU2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2509'0.6 KM (0.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2509'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 62.0 M
 PU2509'(203.4 FT) EAST OF A FENCE CORNER, 32.1 M (105.3 FT) NORTH OF THE
 PU2509'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 PU2509'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 PU2509'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2509
 PU2509                          STATION RECOVERY (2012)
 PU2509
 PU2509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2508 ***********************************************************************
 PU2508  CBN         -  This is a Cooperative Base Network Control Station.
 PU2508  DESIGNATION -  I90 078.4
 PU2508  PID         -  PU2508
 PU2508  STATE/COUNTY-  SD/PENNINGTON
 PU2508  COUNTRY     -  US
 PU2508  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2508
 PU2508                         *CURRENT SURVEY CONTROL
 PU2508  ______________________________________________________________________
 PU2508* NAD 83(2011) POSITION- 44 06 16.73330(N) 102 49 40.64046(W)   ADJUSTED
 PU2508* NAD 83(2011) ELLIP HT-   882.883 (meters)        (06/27/12)   ADJUSTED
 PU2508* NAD 83(2011) EPOCH   -  2010.00
 PU2508* NAVD 88 ORTHO HEIGHT -   900.410 (meters)     2954.10  (feet) ADJUSTED
 PU2508  ______________________________________________________________________
 PU2508  GEOID HEIGHT    -        -17.529 (meters)                     GEOID18
 PU2508  NAD 83(2011) X  - -1,018,652.955 (meters)                     COMP
 PU2508  NAD 83(2011) Y  - -4,473,513.468 (meters)                     COMP
 PU2508  NAD 83(2011) Z  -  4,417,063.029 (meters)                     COMP
 PU2508  LAPLACE CORR    -         -7.47  (seconds)                    DEFLEC18
 PU2508  DYNAMIC HEIGHT  -        900.123 (meters)     2953.15  (feet) COMP
 PU2508  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 PU2508
 PU2508  VERT ORDER      -  FIRST     CLASS II
 PU2508
 PU2508  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2508  Standards:
 PU2508         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2508            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2508  -------------------------------------------------------------------
 PU2508  NETWORK    0.81   2.10           0.38   0.26   1.07     -0.10964523
 PU2508  -------------------------------------------------------------------
 PU2508  Click here for local accuracies and other accuracy information.
 PU2508
 PU2508.The horizontal coordinates were established by GPS observations
 PU2508.and adjusted by the National Geodetic Survey in June 2012.
 PU2508
 PU2508.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2508.been affixed to the stable North American tectonic plate. See 
 PU2508.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2508
 PU2508.The horizontal coordinates are valid at the epoch date displayed above
 PU2508.which is a decimal equivalence of Year/Month/Day.
 PU2508
 PU2508.The orthometric height was determined by differential leveling and
 PU2508.adjusted by the NATIONAL GEODETIC SURVEY
 PU2508.in September 1993.
 PU2508
 PU2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2508.GEOID18 height accuracy estimate available here.
 PU2508
 PU2508.Click photographs - Photos may exist for this station.
 PU2508
 PU2508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2508
 PU2508.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2508
 PU2508.The ellipsoidal height was determined by GPS observations
 PU2508.and is referenced to NAD 83.
 PU2508
 PU2508.The dynamic height is computed by dividing the NAVD 88
 PU2508.geopotential number by the normal gravity value computed on the
 PU2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2508.degrees latitude (g = 980.6199 gals.).
 PU2508
 PU2508.The modeled gravity was interpolated from observed gravity values.
 PU2508
 PU2508. The following values were computed from the NAD 83(2011) position.
 PU2508
 PU2508;                    North         East     Units Scale Factor Converg.
 PU2508;SPC SD S     -   199,781.116   400,309.295   MT  0.99994285   -1 43 15.3
 PU2508;SPC SD S     -   655,448.54  1,313,348.08   sFT  0.99994285   -1 43 15.3
 PU2508;UTM  13      - 4,885,789.783   673,836.715   MT  0.99997167   +1 30 43.4
 PU2508
 PU2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2508!SPC SD S     -   0.99986158  x   0.99994285  =   0.99980444
 PU2508!UTM  13      -   0.99986158  x   0.99997167  =   0.99983325
 PU2508
 PU2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7383685789(NAD 83)
 PU2508
 PU2508                          SUPERSEDED SURVEY CONTROL
 PU2508
 PU2508  NAD 83(2007)-  44 06 16.73319(N)    102 49 40.64157(W) AD(2002.00) 0
 PU2508  ELLIP H (02/10/07)  882.910  (m)                       GP(2002.00)    
 PU2508  ELLIP H (04/15/04)  882.895  (m)                       GP(       ) 2 1
 PU2508  NAD 83(1996)-  44 06 16.73260(N)    102 49 40.64154(W) AD(       ) B
 PU2508  ELLIP H (04/18/97)  882.951  (m)                       GP(       ) 4 1
 PU2508  NAVD 88             900.41   (m)         2954.1    (f) LEVELING    3  
 PU2508
 PU2508.Superseded values are not recommended for survey control.
 PU2508
 PU2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2508.See file dsdata.pdf to determine how the superseded data were derived.
 PU2508
 PU2508_MARKER: P = PIPE CAP
 PU2508_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2508_STAMPING: 90-78.4
 PU2508_MARK LOGO: NGS
 PU2508_PROJECTION: FLUSH
 PU2508_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2508+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 PU2508_ROD/PIPE-DEPTH: 6.4 meters
 PU2508_SLEEVE-DEPTH  : 1.8 meters
 PU2508
 PU2508  HISTORY     - Date     Condition        Report By
 PU2508  HISTORY     - 1990     MONUMENTED       SDDT
 PU2508  HISTORY     - 19910715 GOOD             NGS
 PU2508  HISTORY     - 19960911 GOOD             NGS
 PU2508  HISTORY     - 20120718 GOOD             INDIV
 PU2508
 PU2508                          STATION DESCRIPTION
 PU2508
 PU2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2508'0.1 KM (0.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2508'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, A STAINLESS
 PU2508'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2508'GALVANIZED STEEL PIPE, 130.0 M (426.5 FT) NORTHEAST OF THE NORTHEAST
 PU2508'CORNER OF OVERPASS NUMBER 52-610-285, 120.0 M (393.7 FT) NORTH OF THE
 PU2508'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 69.2 M (227.0 FT)
 PU2508'EAST OF A FENCE CORNER, 34.6 M (113.5 FT) NORTH OF THE CENTER OF A
 PU2508'WESTBOUND OFF RAMP, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE RAMP, 0.6 M
 PU2508'(2.0 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 PU2508'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2508'AND THEN THROUGH A 4-INCH PVC CAP.
 PU2508
 PU2508                          STATION RECOVERY (1996)
 PU2508
 PU2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2508'THE STATION IS LOCATED ABOUT 48.9 KM (30.40 MI) WEST-NORTHWEST OF
 PU2508'WALL, 30.2 KM (18.75 MI) EAST OF RAPID CITY AND 1.3 KM (0.80 MI) NORTH
 PU2508'OF NEW UNDERWOOD, ON INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF
 PU2508'SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 PU2508'HIGHWAY 90 AND COUNTY ROAD C445 (EXIT 78), GO NORTH ON COUNTY ROAD
 PU2508'C445 FOR 0.16 MI (0.26 KM) TO THE INTERSECTION OF THE WESTBOUND
 PU2508'OFF-RAMP, TURN RIGHT AND EAST INTO THE DITCH ON THE NORTH SIDE OF THE
 PU2508'RAMP AND FOLLOW THE RIGHT-OF-WAY FENCE FOR 0.08 KM (0.05 MI) TO THE
 PU2508'STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 PU2508'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 PU2508'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 130.0 M (426.5 FT) NORTHEAST
 PU2508'OF THE NORTHEAST CORNER OF THE INTERSTATE OVERPASS (NUMBER 52-610-285)
 PU2508'OF THE COUNTY ROAD, 112.5 M (369.1 FT) NORTH OF THE CENTERLINE OF THE
 PU2508'WESTBOUND HIGHWAY, 100.6 M (330.1 FT) EAST OF THE ROAD CENTERLINE,
 PU2508'34.4 M (112.9 FT) NORTH OF THE CENTER OF THE RAMP, 0.5 M (1.6 FT)
 PU2508'SOUTH OF THE FENCE, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND
 PU2508'0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 PU2508'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 PU2508
 PU2508                          STATION RECOVERY (2012)
 PU2508
 PU2508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2507 ***********************************************************************
 PU2507  DESIGNATION -  I90 079.18
 PU2507  PID         -  PU2507
 PU2507  STATE/COUNTY-  SD/PENNINGTON
 PU2507  COUNTRY     -  US
 PU2507  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2507
 PU2507                         *CURRENT SURVEY CONTROL
 PU2507  ______________________________________________________________________
 PU2507* NAD 83(1986) POSITION- 44 06 14.     (N) 102 48 39.     (W)   SCALED
 PU2507* NAVD 88 ORTHO HEIGHT -   884.738 (meters)     2902.68  (feet) ADJUSTED
 PU2507  ______________________________________________________________________
 PU2507  GEOID HEIGHT    -        -17.580 (meters)                     GEOID18
 PU2507  DYNAMIC HEIGHT  -        884.455 (meters)     2901.75  (feet) COMP
 PU2507  MODELED GRAVITY -    980,269.1   (mgal)                       NAVD 88
 PU2507
 PU2507  VERT ORDER      -  FIRST     CLASS II
 PU2507
 PU2507.The horizontal coordinates were scaled from a map and have
 PU2507.an estimated accuracy of +/- 6 seconds.
 PU2507
 PU2507.The orthometric height was determined by differential leveling and
 PU2507.adjusted by the NATIONAL GEODETIC SURVEY
 PU2507.in September 1993.
 PU2507
 PU2507.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2507.GEOID18 height accuracy estimate available here.
 PU2507
 PU2507.Click photographs - Photos may exist for this station.
 PU2507
 PU2507.The dynamic height is computed by dividing the NAVD 88
 PU2507.geopotential number by the normal gravity value computed on the
 PU2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2507.degrees latitude (g = 980.6199 gals.).
 PU2507
 PU2507.The modeled gravity was interpolated from observed gravity values.
 PU2507
 PU2507;                    North         East    Units  Estimated Accuracy
 PU2507;SPC SD S     -   199,660.      401,680.      MT  (+/- 180 meters Scaled)
 PU2507
 PU2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ752857(NAD 83)
 PU2507
 PU2507                          SUPERSEDED SURVEY CONTROL
 PU2507
 PU2507.No superseded survey control is available for this station.
 PU2507
 PU2507_MARKER: DD = SURVEY DISK
 PU2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2507_STAMPING: 90-79.18
 PU2507_MARK LOGO: SDDT
 PU2507_PROJECTION: FLUSH
 PU2507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2507+STABILITY: SURFACE MOTION
 PU2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2507+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2507
 PU2507  HISTORY     - Date     Condition        Report By
 PU2507  HISTORY     - UNK      MONUMENTED       SDDT
 PU2507  HISTORY     - 19910715 GOOD             NGS
 PU2507  HISTORY     - 20120717 GOOD             INDIV
 PU2507
 PU2507                          STATION DESCRIPTION
 PU2507
 PU2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2507'1.4 KM (0.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2507'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 44.2 M
 PU2507'(145.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2507'HIGHWAY, 24.4 M (80.1 FT) NORTHWEST OF A FENCE CORNER, 2.3 M (7.5 FT)
 PU2507'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS
 PU2507'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2507
 PU2507                          STATION RECOVERY (2012)
 PU2507
 PU2507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2506 ***********************************************************************
 PU2506  DESIGNATION -  I90 080.07
 PU2506  PID         -  PU2506
 PU2506  STATE/COUNTY-  SD/PENNINGTON
 PU2506  COUNTRY     -  US
 PU2506  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2506
 PU2506                         *CURRENT SURVEY CONTROL
 PU2506  ______________________________________________________________________
 PU2506* NAD 83(1986) POSITION- 44 06 14.     (N) 102 47 35.     (W)   SCALED
 PU2506* NAVD 88 ORTHO HEIGHT -   895.192 (meters)     2936.98  (feet) ADJUSTED
 PU2506  ______________________________________________________________________
 PU2506  GEOID HEIGHT    -        -17.631 (meters)                     GEOID18
 PU2506  DYNAMIC HEIGHT  -        894.907 (meters)     2936.04  (feet) COMP
 PU2506  MODELED GRAVITY -    980,269.0   (mgal)                       NAVD 88
 PU2506
 PU2506  VERT ORDER      -  FIRST     CLASS II
 PU2506
 PU2506.The horizontal coordinates were scaled from a map and have
 PU2506.an estimated accuracy of +/- 6 seconds.
 PU2506
 PU2506.The orthometric height was determined by differential leveling and
 PU2506.adjusted by the NATIONAL GEODETIC SURVEY
 PU2506.in September 1993.
 PU2506
 PU2506.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2506.GEOID18 height accuracy estimate available here.
 PU2506
 PU2506.Click photographs - Photos may exist for this station.
 PU2506
 PU2506.The dynamic height is computed by dividing the NAVD 88
 PU2506.geopotential number by the normal gravity value computed on the
 PU2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2506.degrees latitude (g = 980.6199 gals.).
 PU2506
 PU2506.The modeled gravity was interpolated from observed gravity values.
 PU2506
 PU2506;                    North         East    Units  Estimated Accuracy
 PU2506;SPC SD S     -   199,610.      403,100.      MT  (+/- 180 meters Scaled)
 PU2506
 PU2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ766857(NAD 83)
 PU2506
 PU2506                          SUPERSEDED SURVEY CONTROL
 PU2506
 PU2506.No superseded survey control is available for this station.
 PU2506
 PU2506_MARKER: DD = SURVEY DISK
 PU2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2506_STAMPING: 90-80.07
 PU2506_MARK LOGO: SDDT
 PU2506_PROJECTION: FLUSH
 PU2506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2506+STABILITY: SURFACE MOTION
 PU2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2506+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2506
 PU2506  HISTORY     - Date     Condition        Report By
 PU2506  HISTORY     - UNK      MONUMENTED       SDDT
 PU2506  HISTORY     - 19910715 GOOD             NGS
 PU2506  HISTORY     - 20120717 GOOD             INDIV
 PU2506
 PU2506                          STATION DESCRIPTION
 PU2506
 PU2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2506'2.9 KM (1.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2506'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 31.6 M
 PU2506'(103.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2506'HIGHWAY, 11.2 M (36.7 FT) EAST OF THE SOUTH LEG OF A HIGH LINE TOWER,
 PU2506'2.5 M (8.2 FT) WEST OF A BRACED FENCE POSTS, 0.6 M (2.0 FT) BELOW THE
 PU2506'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND THE
 PU2506'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2506
 PU2506                          STATION RECOVERY (2012)
 PU2506
 PU2506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2505 ***********************************************************************
 PU2505  DESIGNATION -  I90 081.05
 PU2505  PID         -  PU2505
 PU2505  STATE/COUNTY-  SD/PENNINGTON
 PU2505  COUNTRY     -  US
 PU2505  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2505
 PU2505                         *CURRENT SURVEY CONTROL
 PU2505  ______________________________________________________________________
 PU2505* NAD 83(1986) POSITION- 44 06 14.20   (N) 102 46 24.10   (W)   HD_HELD1
 PU2505* NAVD 88 ORTHO HEIGHT -   895.171 (meters)     2936.91  (feet) ADJUSTED
 PU2505  ______________________________________________________________________
 PU2505  GEOID HEIGHT    -        -17.685 (meters)                     GEOID18
 PU2505  DYNAMIC HEIGHT  -        894.886 (meters)     2935.97  (feet) COMP
 PU2505  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 PU2505
 PU2505  VERT ORDER      -  FIRST     CLASS II
 PU2505
 PU2505.The horizontal coordinates were determined by differentially corrected
 PU2505.hand held GPS observations or other comparable positioning techniques
 PU2505.and have an estimated accuracy of +/- 3 meters.
 PU2505
 PU2505.The orthometric height was determined by differential leveling and
 PU2505.adjusted by the NATIONAL GEODETIC SURVEY
 PU2505.in September 1993.
 PU2505
 PU2505.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2505.GEOID18 height accuracy estimate available here.
 PU2505
 PU2505.Click photographs - Photos may exist for this station.
 PU2505
 PU2505.The dynamic height is computed by dividing the NAVD 88
 PU2505.geopotential number by the normal gravity value computed on the
 PU2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2505.degrees latitude (g = 980.6199 gals.).
 PU2505
 PU2505.The modeled gravity was interpolated from observed gravity values.
 PU2505
 PU2505;                    North         East    Units  Estimated Accuracy
 PU2505;SPC SD S     -   199,573.1     404,675.9     MT  (+/- 3 meters HH1 GPS) 
 PU2505
 PU2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7820885828(NAD 83)
 PU2505
 PU2505                          SUPERSEDED SURVEY CONTROL
 PU2505
 PU2505.No superseded survey control is available for this station.
 PU2505
 PU2505_MARKER: DD = SURVEY DISK
 PU2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2505_STAMPING: 90-81.05
 PU2505_MARK LOGO: SDDT
 PU2505_PROJECTION: FLUSH
 PU2505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2505+STABILITY: SURFACE MOTION
 PU2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2505+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2505
 PU2505  HISTORY     - Date     Condition        Report By
 PU2505  HISTORY     - UNK      MONUMENTED       SDDT
 PU2505  HISTORY     - 19910715 GOOD             NGS
 PU2505  HISTORY     - 20120717 GOOD             INDIV
 PU2505
 PU2505                          STATION DESCRIPTION
 PU2505
 PU2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2505'4.4 KM (2.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2505'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, NEAR THE
 PU2505'CENTER OF 4 BRACED FENCE POSTS, 150.0 M (492.1 FT) WEST OF BENCH MARK
 PU2505'I90 81.1, 32.0 M (105.0 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF
 PU2505'THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 PU2505'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2505
 PU2505                          STATION RECOVERY (2012)
 PU2505
 PU2505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2504 ***********************************************************************
 PU2504  DESIGNATION -  I90 081.1
 PU2504  PID         -  PU2504
 PU2504  STATE/COUNTY-  SD/PENNINGTON
 PU2504  COUNTRY     -  US
 PU2504  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2504
 PU2504                         *CURRENT SURVEY CONTROL
 PU2504  ______________________________________________________________________
 PU2504* NAD 83(1986) POSITION- 44 06 19.     (N) 102 46 17.     (W)   SCALED
 PU2504* NAVD 88 ORTHO HEIGHT -   895.785 (meters)     2938.92  (feet) ADJUSTED
 PU2504  ______________________________________________________________________
 PU2504  GEOID HEIGHT    -        -17.691 (meters)                     GEOID18
 PU2504  DYNAMIC HEIGHT  -        895.500 (meters)     2937.99  (feet) COMP
 PU2504  MODELED GRAVITY -    980,270.5   (mgal)                       NAVD 88
 PU2504
 PU2504  VERT ORDER      -  FIRST     CLASS II
 PU2504
 PU2504.The horizontal coordinates were scaled from a map and have
 PU2504.an estimated accuracy of +/- 6 seconds.
 PU2504
 PU2504.The orthometric height was determined by differential leveling and
 PU2504.adjusted by the NATIONAL GEODETIC SURVEY
 PU2504.in September 1993.
 PU2504
 PU2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2504.GEOID18 height accuracy estimate available here.
 PU2504
 PU2504.Click photographs - Photos may exist for this station.
 PU2504
 PU2504.The dynamic height is computed by dividing the NAVD 88
 PU2504.geopotential number by the normal gravity value computed on the
 PU2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2504.degrees latitude (g = 980.6199 gals.).
 PU2504
 PU2504.The modeled gravity was interpolated from observed gravity values.
 PU2504
 PU2504;                    North         East    Units  Estimated Accuracy
 PU2504;SPC SD S     -   199,720.      404,840.      MT  (+/- 180 meters Scaled)
 PU2504
 PU2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ783859(NAD 83)
 PU2504
 PU2504                          SUPERSEDED SURVEY CONTROL
 PU2504
 PU2504.No superseded survey control is available for this station.
 PU2504
 PU2504_MARKER: P = PIPE CAP
 PU2504_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2504_STAMPING: 90-81.1
 PU2504_MARK LOGO: NGS
 PU2504_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2504_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2504+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 PU2504_ROD/PIPE-DEPTH: 6.4 meters
 PU2504_SLEEVE-DEPTH  : 2.0 meters
 PU2504
 PU2504  HISTORY     - Date     Condition        Report By
 PU2504  HISTORY     - 1990     MONUMENTED       SDDT
 PU2504  HISTORY     - 19910715 GOOD             NGS
 PU2504  HISTORY     - 20120312 GOOD             INDIV
 PU2504
 PU2504                          STATION DESCRIPTION
 PU2504
 PU2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2504'4.6 KM (2.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2504'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, A STAINLESS
 PU2504'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2504'GALVANIZED STEEL PIPE, 200.0 M (656.2 FT) WEST OF THE NORTHWEST
 PU2504'CORNER OF OVERPASS NUMBER 52-640-285, 31.9 M (104.7 FT) NORTH OF THE
 PU2504'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 PU2504'SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 PU2504'0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 PU2504'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2504
 PU2504                          STATION RECOVERY (2012)
 PU2504
 PU2504'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2504'CAP IS BROKEN, FULL OF WATER
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2503 ***********************************************************************
 PU2503  DESIGNATION -  I90 081.90
 PU2503  PID         -  PU2503
 PU2503  STATE/COUNTY-  SD/PENNINGTON
 PU2503  COUNTRY     -  US
 PU2503  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2503
 PU2503                         *CURRENT SURVEY CONTROL
 PU2503  ______________________________________________________________________
 PU2503* NAD 83(1986) POSITION- 44 06 14.     (N) 102 45 19.     (W)   SCALED
 PU2503* NAVD 88 ORTHO HEIGHT -   886.924 (meters)     2909.85  (feet) ADJUSTED
 PU2503  ______________________________________________________________________
 PU2503  GEOID HEIGHT    -        -17.731 (meters)                     GEOID18
 PU2503  DYNAMIC HEIGHT  -        886.644 (meters)     2908.93  (feet) COMP
 PU2503  MODELED GRAVITY -    980,272.4   (mgal)                       NAVD 88
 PU2503
 PU2503  VERT ORDER      -  FIRST     CLASS II
 PU2503
 PU2503.The horizontal coordinates were scaled from a map and have
 PU2503.an estimated accuracy of +/- 6 seconds.
 PU2503
 PU2503.The orthometric height was determined by differential leveling and
 PU2503.adjusted by the NATIONAL GEODETIC SURVEY
 PU2503.in September 1993.
 PU2503
 PU2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2503.GEOID18 height accuracy estimate available here.
 PU2503
 PU2503.Click photographs - Photos may exist for this station.
 PU2503
 PU2503.The dynamic height is computed by dividing the NAVD 88
 PU2503.geopotential number by the normal gravity value computed on the
 PU2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2503.degrees latitude (g = 980.6199 gals.).
 PU2503
 PU2503.The modeled gravity was interpolated from observed gravity values.
 PU2503
 PU2503;                    North         East    Units  Estimated Accuracy
 PU2503;SPC SD S     -   199,530.      406,120.      MT  (+/- 180 meters Scaled)
 PU2503
 PU2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ796858(NAD 83)
 PU2503
 PU2503                          SUPERSEDED SURVEY CONTROL
 PU2503
 PU2503.No superseded survey control is available for this station.
 PU2503
 PU2503_MARKER: DD = SURVEY DISK
 PU2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2503_STAMPING: 90-81.90
 PU2503_MARK LOGO: SDDT
 PU2503_PROJECTION: FLUSH
 PU2503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2503+STABILITY: SURFACE MOTION
 PU2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2503+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2503
 PU2503  HISTORY     - Date     Condition        Report By
 PU2503  HISTORY     - UNK      MONUMENTED       SDDT
 PU2503  HISTORY     - 19910715 GOOD             NGS
 PU2503  HISTORY     - 20120717 GOOD             INDIV
 PU2503
 PU2503                          STATION DESCRIPTION
 PU2503
 PU2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2503'5.8 KM (3.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2503'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 46.5 M
 PU2503'(152.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2503'HIGHWAY, 7.7 M (25.3 FT) EAST OF THE MOST EASTERLY OF 4 BRACED FENCE
 PU2503'POSTS, 5.6 M (18.4 FT) WEST OF THE SOUTH LEG OF A BILLBOARD, 1.5 M
 PU2503'(4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A
 PU2503'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2503'SURFACE.
 PU2503
 PU2503                          STATION RECOVERY (2012)
 PU2503
 PU2503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2502 ***********************************************************************
 PU2502  DESIGNATION -  I90 082.88
 PU2502  PID         -  PU2502
 PU2502  STATE/COUNTY-  SD/PENNINGTON
 PU2502  COUNTRY     -  US
 PU2502  USGS QUAD   -  OWANKA SW (2017)
 PU2502
 PU2502                         *CURRENT SURVEY CONTROL
 PU2502  ______________________________________________________________________
 PU2502* NAD 83(1986) POSITION- 44 06 15.     (N) 102 44 08.     (W)   SCALED
 PU2502* NAVD 88 ORTHO HEIGHT -   889.529 (meters)     2918.40  (feet) ADJUSTED
 PU2502  ______________________________________________________________________
 PU2502  GEOID HEIGHT    -        -17.780 (meters)                     GEOID18
 PU2502  DYNAMIC HEIGHT  -        889.250 (meters)     2917.48  (feet) COMP
 PU2502  MODELED GRAVITY -    980,274.2   (mgal)                       NAVD 88
 PU2502
 PU2502  VERT ORDER      -  FIRST     CLASS II
 PU2502
 PU2502.The horizontal coordinates were scaled from a map and have
 PU2502.an estimated accuracy of +/- 6 seconds.
 PU2502
 PU2502.The orthometric height was determined by differential leveling and
 PU2502.adjusted by the NATIONAL GEODETIC SURVEY
 PU2502.in September 1993.
 PU2502
 PU2502.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2502.GEOID18 height accuracy estimate available here.
 PU2502
 PU2502.Click photographs - Photos may exist for this station.
 PU2502
 PU2502.The dynamic height is computed by dividing the NAVD 88
 PU2502.geopotential number by the normal gravity value computed on the
 PU2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2502.degrees latitude (g = 980.6199 gals.).
 PU2502
 PU2502.The modeled gravity was interpolated from observed gravity values.
 PU2502
 PU2502;                    North         East    Units  Estimated Accuracy
 PU2502;SPC SD S     -   199,510.      407,700.      MT  (+/- 180 meters Scaled)
 PU2502
 PU2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ812859(NAD 83)
 PU2502
 PU2502                          SUPERSEDED SURVEY CONTROL
 PU2502
 PU2502.No superseded survey control is available for this station.
 PU2502
 PU2502_MARKER: DD = SURVEY DISK
 PU2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2502_STAMPING: 90-82.88
 PU2502_MARK LOGO: SDDT
 PU2502_PROJECTION: FLUSH
 PU2502_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2502+STABILITY: SURFACE MOTION
 PU2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2502+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2502
 PU2502  HISTORY     - Date     Condition        Report By
 PU2502  HISTORY     - UNK      MONUMENTED       SDDT
 PU2502  HISTORY     - 19910715 GOOD             NGS
 PU2502  HISTORY     - 20120717 GOOD             INDIV
 PU2502
 PU2502                          STATION DESCRIPTION
 PU2502
 PU2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2502'7.4 KM (4.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2502'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 44.3 M
 PU2502'(145.3 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 PU2502'LANES OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND
 PU2502'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2502
 PU2502                          STATION RECOVERY (2012)
 PU2502
 PU2502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2501 ***********************************************************************
 PU2501  DESIGNATION -  I90 083.85
 PU2501  PID         -  PU2501
 PU2501  STATE/COUNTY-  SD/PENNINGTON
 PU2501  COUNTRY     -  US
 PU2501  USGS QUAD   -  OWANKA SW (2017)
 PU2501
 PU2501                         *CURRENT SURVEY CONTROL
 PU2501  ______________________________________________________________________
 PU2501* NAD 83(1986) POSITION- 44 06 14.     (N) 102 43 01.     (W)   SCALED
 PU2501* NAVD 88 ORTHO HEIGHT -   883.903 (meters)     2899.94  (feet) ADJUSTED
 PU2501  ______________________________________________________________________
 PU2501  GEOID HEIGHT    -        -17.824 (meters)                     GEOID18
 PU2501  DYNAMIC HEIGHT  -        883.627 (meters)     2899.03  (feet) COMP
 PU2501  MODELED GRAVITY -    980,276.3   (mgal)                       NAVD 88
 PU2501
 PU2501  VERT ORDER      -  FIRST     CLASS II
 PU2501
 PU2501.The horizontal coordinates were scaled from a map and have
 PU2501.an estimated accuracy of +/- 6 seconds.
 PU2501
 PU2501.The orthometric height was determined by differential leveling and
 PU2501.adjusted by the NATIONAL GEODETIC SURVEY
 PU2501.in September 1993.
 PU2501
 PU2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2501.GEOID18 height accuracy estimate available here.
 PU2501
 PU2501.Click photographs - Photos may exist for this station.
 PU2501
 PU2501.The dynamic height is computed by dividing the NAVD 88
 PU2501.geopotential number by the normal gravity value computed on the
 PU2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2501.degrees latitude (g = 980.6199 gals.).
 PU2501
 PU2501.The modeled gravity was interpolated from observed gravity values.
 PU2501
 PU2501;                    North         East    Units  Estimated Accuracy
 PU2501;SPC SD S     -   199,440.      409,190.      MT  (+/- 180 meters Scaled)
 PU2501
 PU2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ827859(NAD 83)
 PU2501
 PU2501                          SUPERSEDED SURVEY CONTROL
 PU2501
 PU2501.No superseded survey control is available for this station.
 PU2501
 PU2501_MARKER: DD = SURVEY DISK
 PU2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2501_STAMPING: 90-83.85
 PU2501_MARK LOGO: SDDT
 PU2501_PROJECTION: FLUSH
 PU2501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2501+STABILITY: SURFACE MOTION
 PU2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2501+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2501
 PU2501  HISTORY     - Date     Condition        Report By
 PU2501  HISTORY     - UNK      MONUMENTED       SDDT
 PU2501  HISTORY     - 19910715 GOOD             NGS
 PU2501  HISTORY     - 20120717 GOOD             INDIV
 PU2501
 PU2501                          STATION DESCRIPTION
 PU2501
 PU2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2501'8.9 KM (5.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2501'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 60.9 M
 PU2501'(199.8 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 PU2501'LANES OF THE HIGHWAY, 44.8 M (147.0 FT) EAST OF THE SOUTH LEG OF A
 PU2501'BILLBOARD, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 PU2501'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2501
 PU2501                          STATION RECOVERY (2012)
 PU2501
 PU2501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2500 ***********************************************************************
 PU2500  DESIGNATION -  I90 084.4
 PU2500  PID         -  PU2500
 PU2500  STATE/COUNTY-  SD/PENNINGTON
 PU2500  COUNTRY     -  US
 PU2500  USGS QUAD   -  OWANKA SW (2017)
 PU2500
 PU2500                         *CURRENT SURVEY CONTROL
 PU2500  ______________________________________________________________________
 PU2500* NAD 83(1986) POSITION- 44 06 16.     (N) 102 42 23.     (W)   SCALED
 PU2500* NAVD 88 ORTHO HEIGHT -   892.136 (meters)     2926.95  (feet) ADJUSTED
 PU2500  ______________________________________________________________________
 PU2500  GEOID HEIGHT    -        -17.849 (meters)                     GEOID18
 PU2500  DYNAMIC HEIGHT  -        891.858 (meters)     2926.04  (feet) COMP
 PU2500  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 PU2500
 PU2500  VERT ORDER      -  FIRST     CLASS II
 PU2500
 PU2500.The horizontal coordinates were scaled from a map and have
 PU2500.an estimated accuracy of +/- 6 seconds.
 PU2500
 PU2500.The orthometric height was determined by differential leveling and
 PU2500.adjusted by the NATIONAL GEODETIC SURVEY
 PU2500.in September 1993.
 PU2500
 PU2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2500.GEOID18 height accuracy estimate available here.
 PU2500
 PU2500.Click photographs - Photos may exist for this station.
 PU2500
 PU2500.The dynamic height is computed by dividing the NAVD 88
 PU2500.geopotential number by the normal gravity value computed on the
 PU2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2500.degrees latitude (g = 980.6199 gals.).
 PU2500
 PU2500.The modeled gravity was interpolated from observed gravity values.
 PU2500
 PU2500;                    North         East    Units  Estimated Accuracy
 PU2500;SPC SD S     -   199,470.      410,040.      MT  (+/- 180 meters Scaled)
 PU2500
 PU2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ835860(NAD 83)
 PU2500
 PU2500                          SUPERSEDED SURVEY CONTROL
 PU2500
 PU2500.No superseded survey control is available for this station.
 PU2500
 PU2500_MARKER: P = PIPE CAP
 PU2500_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2500_STAMPING: 90-84.4
 PU2500_MARK LOGO: NGS
 PU2500_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2500_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2500+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 PU2500_ROD/PIPE-DEPTH: 6.4 meters
 PU2500_SLEEVE-DEPTH  : 2.0 meters
 PU2500
 PU2500  HISTORY     - Date     Condition        Report By
 PU2500  HISTORY     - 1990     MONUMENTED       SDDT
 PU2500  HISTORY     - 19910715 GOOD             NGS
 PU2500  HISTORY     - 20120307 GOOD             INDIV
 PU2500
 PU2500                          STATION DESCRIPTION
 PU2500
 PU2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2500'9.8 KM (6.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2500'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, A STAINLESS
 PU2500'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2500'GALVANIZED STEEL PIPE, 200.0 M (656.2 FT) EAST-NORTHEAST OF THE
 PU2500'NORTHEAST CORNER OF OVERPASS NUMBER 52-670-285, 87.6 M (287.4 FT)
 PU2500'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 58.2 M
 PU2500'(190.9 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF A WESTBOUND OFF
 PU2500'RAMP (EXIT 84), 19.2 M (63.0 FT) EAST OF A BRACED FENCE POST, 0.8 M
 PU2500'(2.6 FT) SOUTH OF A FENCE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 PU2500'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2500'AND THEN THROUGH A 4-INCH PVC CAP.
 PU2500
 PU2500                          STATION RECOVERY (2012)
 PU2500
 PU2500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2499 ***********************************************************************
 PU2499  DESIGNATION -  I90 084.63
 PU2499  PID         -  PU2499
 PU2499  STATE/COUNTY-  SD/PENNINGTON
 PU2499  COUNTRY     -  US
 PU2499  USGS QUAD   -  OWANKA SW (2017)
 PU2499
 PU2499                         *CURRENT SURVEY CONTROL
 PU2499  ______________________________________________________________________
 PU2499* NAD 83(1986) POSITION- 44 06 14.     (N) 102 42 02.     (W)   SCALED
 PU2499* NAVD 88 ORTHO HEIGHT -   884.962 (meters)     2903.41  (feet) ADJUSTED
 PU2499  ______________________________________________________________________
 PU2499  GEOID HEIGHT    -        -17.862 (meters)                     GEOID18
 PU2499  DYNAMIC HEIGHT  -        884.687 (meters)     2902.51  (feet) COMP
 PU2499  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 PU2499
 PU2499  VERT ORDER      -  FIRST     CLASS II
 PU2499
 PU2499.The horizontal coordinates were scaled from a map and have
 PU2499.an estimated accuracy of +/- 6 seconds.
 PU2499
 PU2499.The orthometric height was determined by differential leveling and
 PU2499.adjusted by the NATIONAL GEODETIC SURVEY
 PU2499.in September 1993.
 PU2499
 PU2499.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2499.GEOID18 height accuracy estimate available here.
 PU2499
 PU2499.Click photographs - Photos may exist for this station.
 PU2499
 PU2499.The dynamic height is computed by dividing the NAVD 88
 PU2499.geopotential number by the normal gravity value computed on the
 PU2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2499.degrees latitude (g = 980.6199 gals.).
 PU2499
 PU2499.The modeled gravity was interpolated from observed gravity values.
 PU2499
 PU2499;                    North         East    Units  Estimated Accuracy
 PU2499;SPC SD S     -   199,400.      410,500.      MT  (+/- 180 meters Scaled)
 PU2499
 PU2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ840859(NAD 83)
 PU2499
 PU2499                          SUPERSEDED SURVEY CONTROL
 PU2499
 PU2499.No superseded survey control is available for this station.
 PU2499
 PU2499_MARKER: DD = SURVEY DISK
 PU2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2499_STAMPING: 90-84.63
 PU2499_MARK LOGO: SDDT
 PU2499_PROJECTION: FLUSH
 PU2499_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2499+STABILITY: SURFACE MOTION
 PU2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2499+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2499
 PU2499  HISTORY     - Date     Condition        Report By
 PU2499  HISTORY     - UNK      MONUMENTED       SDDT
 PU2499  HISTORY     - 19910715 GOOD             NGS
 PU2499  HISTORY     - 20120717 GOOD             INDIV
 PU2499
 PU2499                          STATION DESCRIPTION
 PU2499
 PU2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2499'10.3 KM (6.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2499'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 165.5 M
 PU2499'(543.0 FT) EAST OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (EXIT
 PU2499'84 COUNTY ROAD 497), 47.5 M (155.8 FT) NORTH OF THE CENTERLINE OF THE
 PU2499'WESTBOUND LANES OF THE HIGHWAY, 2.6 M (8.5 FT) BELOW THE LEVEL OF THE
 PU2499'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 PU2499'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2499
 PU2499                          STATION RECOVERY (2012)
 PU2499
 PU2499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2498 ***********************************************************************
 PU2498  DESIGNATION -  I90 085.65
 PU2498  PID         -  PU2498
 PU2498  STATE/COUNTY-  SD/PENNINGTON
 PU2498  COUNTRY     -  US
 PU2498  USGS QUAD   -  OWANKA SW (2017)
 PU2498
 PU2498                         *CURRENT SURVEY CONTROL
 PU2498  ______________________________________________________________________
 PU2498* NAD 83(1986) POSITION- 44 06 15.     (N) 102 40 47.     (W)   SCALED
 PU2498* NAVD 88 ORTHO HEIGHT -   887.233 (meters)     2910.86  (feet) ADJUSTED
 PU2498  ______________________________________________________________________
 PU2498  GEOID HEIGHT    -        -17.912 (meters)                     GEOID18
 PU2498  DYNAMIC HEIGHT  -        886.957 (meters)     2909.96  (feet) COMP
 PU2498  MODELED GRAVITY -    980,277.0   (mgal)                       NAVD 88
 PU2498
 PU2498  VERT ORDER      -  FIRST     CLASS II
 PU2498
 PU2498.The horizontal coordinates were scaled from a map and have
 PU2498.an estimated accuracy of +/- 6 seconds.
 PU2498
 PU2498.The orthometric height was determined by differential leveling and
 PU2498.adjusted by the NATIONAL GEODETIC SURVEY
 PU2498.in September 1993.
 PU2498
 PU2498.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2498.GEOID18 height accuracy estimate available here.
 PU2498
 PU2498.Click photographs - Photos may exist for this station.
 PU2498
 PU2498.The dynamic height is computed by dividing the NAVD 88
 PU2498.geopotential number by the normal gravity value computed on the
 PU2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2498.degrees latitude (g = 980.6199 gals.).
 PU2498
 PU2498.The modeled gravity was interpolated from observed gravity values.
 PU2498
 PU2498;                    North         East    Units  Estimated Accuracy
 PU2498;SPC SD S     -   199,380.      412,170.      MT  (+/- 180 meters Scaled)
 PU2498
 PU2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ857860(NAD 83)
 PU2498
 PU2498                          SUPERSEDED SURVEY CONTROL
 PU2498
 PU2498.No superseded survey control is available for this station.
 PU2498
 PU2498_MARKER: DD = SURVEY DISK
 PU2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2498_STAMPING: 90-85.65
 PU2498_MARK LOGO: SDDT
 PU2498_PROJECTION: FLUSH
 PU2498_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2498+STABILITY: SURFACE MOTION
 PU2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2498+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2498
 PU2498  HISTORY     - Date     Condition        Report By
 PU2498  HISTORY     - UNK      MONUMENTED       SDDT
 PU2498  HISTORY     - 19910715 GOOD             NGS
 PU2498  HISTORY     - 20120717 GOOD             INDIV
 PU2498
 PU2498                          STATION DESCRIPTION
 PU2498
 PU2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2498'11.9 KM (7.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2498'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 82.6 M
 PU2498'(271.0 FT) NORTHEAST OF THE NORTH END OF A PIPE CULVERT, 54.2 M
 PU2498'(177.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2498'HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 PU2498'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 PU2498'THE GROUND SURFACE.
 PU2498
 PU2498                          STATION RECOVERY (2012)
 PU2498
 PU2498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2497 ***********************************************************************
 PU2497  DESIGNATION -  I90 086.4
 PU2497  PID         -  PU2497
 PU2497  STATE/COUNTY-  SD/PENNINGTON
 PU2497  COUNTRY     -  US
 PU2497  USGS QUAD   -  OWANKA SW (2017)
 PU2497
 PU2497                         *CURRENT SURVEY CONTROL
 PU2497  ______________________________________________________________________
 PU2497* NAD 83(1986) POSITION- 44 06 11.     (N) 102 39 55.     (W)   SCALED
 PU2497* NAVD 88 ORTHO HEIGHT -   884.552 (meters)     2902.07  (feet) ADJUSTED
 PU2497  ______________________________________________________________________
 PU2497  GEOID HEIGHT    -        -17.947 (meters)                     GEOID18
 PU2497  DYNAMIC HEIGHT  -        884.276 (meters)     2901.16  (feet) COMP
 PU2497  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 PU2497
 PU2497  VERT ORDER      -  FIRST     CLASS II
 PU2497
 PU2497.The horizontal coordinates were scaled from a map and have
 PU2497.an estimated accuracy of +/- 6 seconds.
 PU2497
 PU2497.The orthometric height was determined by differential leveling and
 PU2497.adjusted by the NATIONAL GEODETIC SURVEY
 PU2497.in September 1993.
 PU2497
 PU2497.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2497.GEOID18 height accuracy estimate available here.
 PU2497
 PU2497.Click photographs - Photos may exist for this station.
 PU2497
 PU2497.The dynamic height is computed by dividing the NAVD 88
 PU2497.geopotential number by the normal gravity value computed on the
 PU2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2497.degrees latitude (g = 980.6199 gals.).
 PU2497
 PU2497.The modeled gravity was interpolated from observed gravity values.
 PU2497
 PU2497;                    North         East    Units  Estimated Accuracy
 PU2497;SPC SD S     -   199,230.      413,320.      MT  (+/- 180 meters Scaled)
 PU2497
 PU2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ868859(NAD 83)
 PU2497
 PU2497                          SUPERSEDED SURVEY CONTROL
 PU2497
 PU2497.No superseded survey control is available for this station.
 PU2497
 PU2497_MARKER: P = PIPE CAP
 PU2497_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2497_STAMPING: S.D.D.H. B.M. NO. B2 ELEV. 2900.657
 PU2497_PROJECTION: FLUSH
 PU2497_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2497+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2497_ROD/PIPE-DEPTH: 6.4 meters
 PU2497_SLEEVE-DEPTH  : 3.0 meters
 PU2497
 PU2497  HISTORY     - Date     Condition        Report By
 PU2497  HISTORY     - 1981     MONUMENTED       SDDT
 PU2497  HISTORY     - 19910715 GOOD             NGS
 PU2497  HISTORY     - 20120717 GOOD             INDIV
 PU2497
 PU2497                          STATION DESCRIPTION
 PU2497
 PU2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2497'13.1 KM (8.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2497'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, NEAR THE
 PU2497'CENTER OF 2 BRACED FENCE POSTS, 230.0 M (754.6 FT) EAST OF THE
 PU2497'SOUTHEAST CORNER OF BRIDGE NUMBER 52-690-286, 51.4 M (168.6 FT) SOUTH
 PU2497'OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU2497'HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 PU2497'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 PU2497'THE STAMPING IS ON A METAL TAG ANCHORED IN THE MONUMENT.
 PU2497
 PU2497                          STATION RECOVERY (2012)
 PU2497
 PU2497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2496 ***********************************************************************
 PU2496  DESIGNATION -  I90 086.70
 PU2496  PID         -  PU2496
 PU2496  STATE/COUNTY-  SD/PENNINGTON
 PU2496  COUNTRY     -  US
 PU2496  USGS QUAD   -  OWANKA SW (2017)
 PU2496
 PU2496                         *CURRENT SURVEY CONTROL
 PU2496  ______________________________________________________________________
 PU2496* NAD 83(1986) POSITION- 44 06 14.     (N) 102 39 34.     (W)   SCALED
 PU2496* NAVD 88 ORTHO HEIGHT -   891.954 (meters)     2926.35  (feet) ADJUSTED
 PU2496  ______________________________________________________________________
 PU2496  GEOID HEIGHT    -        -17.961 (meters)                     GEOID18
 PU2496  DYNAMIC HEIGHT  -        891.677 (meters)     2925.44  (feet) COMP
 PU2496  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 PU2496
 PU2496  VERT ORDER      -  FIRST     CLASS II
 PU2496
 PU2496.The horizontal coordinates were scaled from a map and have
 PU2496.an estimated accuracy of +/- 6 seconds.
 PU2496
 PU2496.The orthometric height was determined by differential leveling and
 PU2496.adjusted by the NATIONAL GEODETIC SURVEY
 PU2496.in September 1993.
 PU2496
 PU2496.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2496.GEOID18 height accuracy estimate available here.
 PU2496
 PU2496.Click photographs - Photos may exist for this station.
 PU2496
 PU2496.The dynamic height is computed by dividing the NAVD 88
 PU2496.geopotential number by the normal gravity value computed on the
 PU2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2496.degrees latitude (g = 980.6199 gals.).
 PU2496
 PU2496.The modeled gravity was interpolated from observed gravity values.
 PU2496
 PU2496;                    North         East    Units  Estimated Accuracy
 PU2496;SPC SD S     -   199,310.      413,790.      MT  (+/- 180 meters Scaled)
 PU2496
 PU2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ873860(NAD 83)
 PU2496
 PU2496                          SUPERSEDED SURVEY CONTROL
 PU2496
 PU2496.No superseded survey control is available for this station.
 PU2496
 PU2496_MARKER: DD = SURVEY DISK
 PU2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2496_STAMPING: 90-86.70
 PU2496_MARK LOGO: SDDT
 PU2496_PROJECTION: FLUSH
 PU2496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2496+STABILITY: SURFACE MOTION
 PU2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2496+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 PU2496
 PU2496  HISTORY     - Date     Condition        Report By
 PU2496  HISTORY     - UNK      MONUMENTED       SDDT
 PU2496  HISTORY     - 19910715 GOOD             NGS
 PU2496  HISTORY     - 20120717 GOOD             INDIV
 PU2496
 PU2496                          STATION DESCRIPTION
 PU2496
 PU2496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2496'13.6 KM (8.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2496'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 58.5 M
 PU2496'(191.9 FT) WEST OF A T-FENCE CORNER, 56.3 M (184.7 FT) NORTH OF THE
 PU2496'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 34.4 M (112.9 FT)
 PU2496'EAST OF A BRACED FENCE POST, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PU2496'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 PU2496'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2496
 PU2496                          STATION RECOVERY (2012)
 PU2496
 PU2496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2495 ***********************************************************************
 PU2495  DESIGNATION -  I90 087.65
 PU2495  PID         -  PU2495
 PU2495  STATE/COUNTY-  SD/PENNINGTON
 PU2495  COUNTRY     -  US
 PU2495  USGS QUAD   -  OWANKA SW (2017)
 PU2495
 PU2495                         *CURRENT SURVEY CONTROL
 PU2495  ______________________________________________________________________
 PU2495* NAD 83(1986) POSITION- 44 06 20.     (N) 102 38 24.     (W)   SCALED
 PU2495* NAVD 88 ORTHO HEIGHT -   897.114 (meters)     2943.28  (feet) ADJUSTED
 PU2495  ______________________________________________________________________
 PU2495  GEOID HEIGHT    -        -18.011 (meters)                     GEOID18
 PU2495  DYNAMIC HEIGHT  -        896.836 (meters)     2942.37  (feet) COMP
 PU2495  MODELED GRAVITY -    980,278.0   (mgal)                       NAVD 88
 PU2495
 PU2495  VERT ORDER      -  FIRST     CLASS II
 PU2495
 PU2495.The horizontal coordinates were scaled from a map and have
 PU2495.an estimated accuracy of +/- 6 seconds.
 PU2495
 PU2495.The orthometric height was determined by differential leveling and
 PU2495.adjusted by the NATIONAL GEODETIC SURVEY
 PU2495.in September 1993.
 PU2495
 PU2495.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2495.GEOID18 height accuracy estimate available here.
 PU2495
 PU2495.Click photographs - Photos may exist for this station.
 PU2495
 PU2495.The dynamic height is computed by dividing the NAVD 88
 PU2495.geopotential number by the normal gravity value computed on the
 PU2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2495.degrees latitude (g = 980.6199 gals.).
 PU2495
 PU2495.The modeled gravity was interpolated from observed gravity values.
 PU2495
 PU2495;                    North         East    Units  Estimated Accuracy
 PU2495;SPC SD S     -   199,450.      415,350.      MT  (+/- 180 meters Scaled)
 PU2495
 PU2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ888863(NAD 83)
 PU2495
 PU2495                          SUPERSEDED SURVEY CONTROL
 PU2495
 PU2495.No superseded survey control is available for this station.
 PU2495
 PU2495_MARKER: DD = SURVEY DISK
 PU2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2495_STAMPING: 90-87.65
 PU2495_MARK LOGO: SDDT
 PU2495_PROJECTION: FLUSH
 PU2495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2495+STABILITY: SURFACE MOTION
 PU2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2495+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 PU2495
 PU2495  HISTORY     - Date     Condition        Report By
 PU2495  HISTORY     - UNK      MONUMENTED       SDDT
 PU2495  HISTORY     - 19910715 GOOD             NGS
 PU2495  HISTORY     - 20120716 GOOD             INDIV
 PU2495
 PU2495                          STATION DESCRIPTION
 PU2495
 PU2495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2495'15.1 KM (9.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2495'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 47.2 M
 PU2495'(154.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2495'HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 PU2495'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 PU2495'THE GROUND SURFACE.
 PU2495
 PU2495                          STATION RECOVERY (2012)
 PU2495
 PU2495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2494 ***********************************************************************
 PU2494  DESIGNATION -  I90 088.2
 PU2494  PID         -  PU2494
 PU2494  STATE/COUNTY-  SD/PENNINGTON
 PU2494  COUNTRY     -  US
 PU2494  USGS QUAD   -  OWANKA SW (2017)
 PU2494
 PU2494                         *CURRENT SURVEY CONTROL
 PU2494  ______________________________________________________________________
 PU2494* NAD 83(1986) POSITION- 44 06 29.     (N) 102 37 41.     (W)   SCALED
 PU2494* NAVD 88 ORTHO HEIGHT -   888.041 (meters)     2913.51  (feet) ADJUSTED
 PU2494  ______________________________________________________________________
 PU2494  GEOID HEIGHT    -        -18.043 (meters)                     GEOID18
 PU2494  DYNAMIC HEIGHT  -        887.766 (meters)     2912.61  (feet) COMP
 PU2494  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 PU2494
 PU2494  VERT ORDER      -  FIRST     CLASS II
 PU2494
 PU2494.The horizontal coordinates were scaled from a map and have
 PU2494.an estimated accuracy of +/- 6 seconds.
 PU2494
 PU2494.The orthometric height was determined by differential leveling and
 PU2494.adjusted by the NATIONAL GEODETIC SURVEY
 PU2494.in September 1993.
 PU2494
 PU2494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2494.GEOID18 height accuracy estimate available here.
 PU2494
 PU2494.Click photographs - Photos may exist for this station.
 PU2494
 PU2494.The dynamic height is computed by dividing the NAVD 88
 PU2494.geopotential number by the normal gravity value computed on the
 PU2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2494.degrees latitude (g = 980.6199 gals.).
 PU2494
 PU2494.The modeled gravity was interpolated from observed gravity values.
 PU2494
 PU2494;                    North         East    Units  Estimated Accuracy
 PU2494;SPC SD S     -   199,700.      416,320.      MT  (+/- 180 meters Scaled)
 PU2494
 PU2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ898866(NAD 83)
 PU2494
 PU2494                          SUPERSEDED SURVEY CONTROL
 PU2494
 PU2494.No superseded survey control is available for this station.
 PU2494
 PU2494_MARKER: P = PIPE CAP
 PU2494_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2494_STAMPING: 90-88.2
 PU2494_MARK LOGO: NGS
 PU2494_PROJECTION: PROJECTING 5 CENTIMETERS
 PU2494_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2494+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 PU2494_ROD/PIPE-DEPTH: 6.4 meters
 PU2494_SLEEVE-DEPTH  : 2.0 meters
 PU2494
 PU2494  HISTORY     - Date     Condition        Report By
 PU2494  HISTORY     - 1990     MONUMENTED       SDDT
 PU2494  HISTORY     - 19910715 GOOD             NGS
 PU2494  HISTORY     - 20120716 GOOD             INDIV
 PU2494
 PU2494                          STATION DESCRIPTION
 PU2494
 PU2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2494'16.1 KM (10.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2494'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, A STAINLESS
 PU2494'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2494'GALVANIZED STEEL PIPE, 123.3 M (404.5 FT) NORTH OF THE CENTERLINE OF
 PU2494'THE WESTBOUND LANES OF THE HIGHWAY, 105.2 M (345.1 FT) NORTH OF THE
 PU2494'NORTHEAST CORNER OF OVERPASS NUMBER 52-710-283, 44.7 M (146.7 FT)
 PU2494'SOUTH OF A FENCE CORNER, 40.5 M (132.9 FT) EAST OF THE CENTERLINE OF
 PU2494'COUNTY ROAD NUMBER T473, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 PU2494'HIGHWAY, 0.7 M (2.3 FT) WEST OF A FENCE, AND 0.5 M (1.6 FT) WEST OF A
 PU2494'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PU2494'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2494
 PU2494                          STATION RECOVERY (2012)
 PU2494
 PU2494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2493 ***********************************************************************
 PU2493  DESIGNATION -  I90 088.68
 PU2493  PID         -  PU2493
 PU2493  STATE/COUNTY-  SD/PENNINGTON
 PU2493  COUNTRY     -  US
 PU2493  USGS QUAD   -  OWANKA (2017)
 PU2493
 PU2493                         *CURRENT SURVEY CONTROL
 PU2493  ______________________________________________________________________
 PU2493* NAD 83(1986) POSITION- 44 06 22.     (N) 102 37 11.     (W)   SCALED
 PU2493* NAVD 88 ORTHO HEIGHT -   891.302 (meters)     2924.21  (feet) ADJUSTED
 PU2493  ______________________________________________________________________
 PU2493  GEOID HEIGHT    -        -18.062 (meters)                     GEOID18
 PU2493  DYNAMIC HEIGHT  -        891.026 (meters)     2923.31  (feet) COMP
 PU2493  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 PU2493
 PU2493  VERT ORDER      -  FIRST     CLASS II
 PU2493
 PU2493.The horizontal coordinates were scaled from a map and have
 PU2493.an estimated accuracy of +/- 6 seconds.
 PU2493
 PU2493.The orthometric height was determined by differential leveling and
 PU2493.adjusted by the NATIONAL GEODETIC SURVEY
 PU2493.in September 1993.
 PU2493
 PU2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2493.GEOID18 height accuracy estimate available here.
 PU2493
 PU2493.Click photographs - Photos may exist for this station.
 PU2493
 PU2493.The dynamic height is computed by dividing the NAVD 88
 PU2493.geopotential number by the normal gravity value computed on the
 PU2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2493.degrees latitude (g = 980.6199 gals.).
 PU2493
 PU2493.The modeled gravity was interpolated from observed gravity values.
 PU2493
 PU2493;                    North         East    Units  Estimated Accuracy
 PU2493;SPC SD S     -   199,460.      416,980.      MT  (+/- 180 meters Scaled)
 PU2493
 PU2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ904864(NAD 83)
 PU2493
 PU2493                          SUPERSEDED SURVEY CONTROL
 PU2493
 PU2493.No superseded survey control is available for this station.
 PU2493
 PU2493_MARKER: DD = SURVEY DISK
 PU2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2493_STAMPING: 90-88.68
 PU2493_MARK LOGO: SDDT
 PU2493_PROJECTION: FLUSH
 PU2493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2493+STABILITY: SURFACE MOTION
 PU2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2493+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 PU2493
 PU2493  HISTORY     - Date     Condition        Report By
 PU2493  HISTORY     - UNK      MONUMENTED       SDDT
 PU2493  HISTORY     - 19910715 GOOD             NGS
 PU2493  HISTORY     - 20120716 GOOD             INDIV
 PU2493
 PU2493                          STATION DESCRIPTION
 PU2493
 PU2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2493'16.8 KM (10.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2493'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, NEAR THE
 PU2493'CENTER OF 2 BRACED FENCE POSTS, 31.7 M (104.0 FT) NORTH OF THE
 PU2493'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 PU2493'SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 PU2493'M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2493'THE GROUND SURFACE.
 PU2493
 PU2493                          STATION RECOVERY (2012)
 PU2493
 PU2493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2492 ***********************************************************************
 PU2492  DESIGNATION -  I90 089.50
 PU2492  PID         -  PU2492
 PU2492  STATE/COUNTY-  SD/PENNINGTON
 PU2492  COUNTRY     -  US
 PU2492  USGS QUAD   -  OWANKA (2017)
 PU2492
 PU2492                         *CURRENT SURVEY CONTROL
 PU2492  ______________________________________________________________________
 PU2492* NAD 83(1986) POSITION- 44 06 13.     (N) 102 36 10.     (W)   SCALED
 PU2492* NAVD 88 ORTHO HEIGHT -   908.704 (meters)     2981.31  (feet) ADJUSTED
 PU2492  ______________________________________________________________________
 PU2492  GEOID HEIGHT    -        -18.103 (meters)                     GEOID18
 PU2492  DYNAMIC HEIGHT  -        908.423 (meters)     2980.38  (feet) COMP
 PU2492  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 PU2492
 PU2492  VERT ORDER      -  FIRST     CLASS II
 PU2492
 PU2492.The horizontal coordinates were scaled from a map and have
 PU2492.an estimated accuracy of +/- 6 seconds.
 PU2492
 PU2492.The orthometric height was determined by differential leveling and
 PU2492.adjusted by the NATIONAL GEODETIC SURVEY
 PU2492.in September 1993.
 PU2492
 PU2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2492.GEOID18 height accuracy estimate available here.
 PU2492
 PU2492.Click photographs - Photos may exist for this station.
 PU2492
 PU2492.The dynamic height is computed by dividing the NAVD 88
 PU2492.geopotential number by the normal gravity value computed on the
 PU2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2492.degrees latitude (g = 980.6199 gals.).
 PU2492
 PU2492.The modeled gravity was interpolated from observed gravity values.
 PU2492
 PU2492;                    North         East    Units  Estimated Accuracy
 PU2492;SPC SD S     -   199,150.      418,330.      MT  (+/- 180 meters Scaled)
 PU2492
 PU2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ918861(NAD 83)
 PU2492
 PU2492                          SUPERSEDED SURVEY CONTROL
 PU2492
 PU2492.No superseded survey control is available for this station.
 PU2492
 PU2492_MARKER: DD = SURVEY DISK
 PU2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2492_STAMPING: 90-89.50
 PU2492_MARK LOGO: SDDT
 PU2492_PROJECTION: FLUSH
 PU2492_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2492+STABILITY: SURFACE MOTION
 PU2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2492+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 PU2492
 PU2492  HISTORY     - Date     Condition        Report By
 PU2492  HISTORY     - UNK      MONUMENTED       SDDT
 PU2492  HISTORY     - 19910715 GOOD             NGS
 PU2492  HISTORY     - 20120716 GOOD             INDIV
 PU2492
 PU2492                          STATION DESCRIPTION
 PU2492
 PU2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2492'18.2 KM (11.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2492'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, NEAR THE
 PU2492'CENTER OF 2 BRACED FENCE POSTS, 32.1 M (105.3 FT) NORTH OF THE
 PU2492'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 PU2492'ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 PU2492'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2492
 PU2492                          STATION RECOVERY (2012)
 PU2492
 PU2492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2491 ***********************************************************************
 PU2491  DESIGNATION -  I90 090.1
 PU2491  PID         -  PU2491
 PU2491  STATE/COUNTY-  SD/PENNINGTON
 PU2491  COUNTRY     -  US
 PU2491  USGS QUAD   -  OWANKA (2017)
 PU2491
 PU2491                         *CURRENT SURVEY CONTROL
 PU2491  ______________________________________________________________________
 PU2491* NAD 83(1986) POSITION- 44 06 09.     (N) 102 35 26.     (W)   SCALED
 PU2491* NAVD 88 ORTHO HEIGHT -   886.293 (meters)     2907.78  (feet) ADJUSTED
 PU2491  ______________________________________________________________________
 PU2491  GEOID HEIGHT    -        -18.135 (meters)                     GEOID18
 PU2491  DYNAMIC HEIGHT  -        886.018 (meters)     2906.88  (feet) COMP
 PU2491  MODELED GRAVITY -    980,278.9   (mgal)                       NAVD 88
 PU2491
 PU2491  VERT ORDER      -  FIRST     CLASS II
 PU2491
 PU2491.The horizontal coordinates were scaled from a map and have
 PU2491.an estimated accuracy of +/- 6 seconds.
 PU2491
 PU2491.The orthometric height was determined by differential leveling and
 PU2491.adjusted by the NATIONAL GEODETIC SURVEY
 PU2491.in September 1993.
 PU2491
 PU2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2491.GEOID18 height accuracy estimate available here.
 PU2491
 PU2491.Click photographs - Photos may exist for this station.
 PU2491
 PU2491.The dynamic height is computed by dividing the NAVD 88
 PU2491.geopotential number by the normal gravity value computed on the
 PU2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2491.degrees latitude (g = 980.6199 gals.).
 PU2491
 PU2491.The modeled gravity was interpolated from observed gravity values.
 PU2491
 PU2491;                    North         East    Units  Estimated Accuracy
 PU2491;SPC SD S     -   199,000.      419,300.      MT  (+/- 180 meters Scaled)
 PU2491
 PU2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ928860(NAD 83)
 PU2491
 PU2491                          SUPERSEDED SURVEY CONTROL
 PU2491
 PU2491.No superseded survey control is available for this station.
 PU2491
 PU2491_MARKER: P = PIPE CAP
 PU2491_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2491_STAMPING: S.D.D.H. B.M. NO. B3 ELEV. 2906.326
 PU2491_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2491_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2491+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 PU2491_ROD/PIPE-DEPTH: 6.4 meters
 PU2491_SLEEVE-DEPTH  : 3.0 meters
 PU2491
 PU2491  HISTORY     - Date     Condition        Report By
 PU2491  HISTORY     - 1981     MONUMENTED       SDDT
 PU2491  HISTORY     - 19910715 GOOD             NGS
 PU2491  HISTORY     - 20120716 GOOD             INDIV
 PU2491
 PU2491                          STATION DESCRIPTION
 PU2491
 PU2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2491'19.1 KM (11.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2491'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, NEAR THE
 PU2491'EAST END OF 2 BRACED FENCE POSTS, 180.0 M (590.5 FT) SOUTHWEST OF THE
 PU2491'SOUTHWEST CORNER OF BRIDGE NUMBER 52-730-286, 83.7 M (274.6 FT) SOUTH
 PU2491'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 38.3 M
 PU2491'(125.7 FT) SOUTH OF THE CENTER OF AN EASTBOUND OFF RAMP (EXIT 90),
 PU2491'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE RAMP, AND 0.5 M (1.6 FT) NORTH
 PU2491'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 PU2491'THROUGH A 4-INCH PVC SCREW CAP.  THE STAMPING IS ON A METAL TAG
 PU2491'ANCHORED IN THE MONUMENT.
 PU2491
 PU2491                          STATION RECOVERY (2012)
 PU2491
 PU2491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2490 ***********************************************************************
 PU2490  DESIGNATION -  I90 090.97
 PU2490  PID         -  PU2490
 PU2490  STATE/COUNTY-  SD/PENNINGTON
 PU2490  COUNTRY     -  US
 PU2490  USGS QUAD   -  OWANKA (2017)
 PU2490
 PU2490                         *CURRENT SURVEY CONTROL
 PU2490  ______________________________________________________________________
 PU2490* NAD 83(1986) POSITION- 44 06 13.     (N) 102 34 24.     (W)   SCALED
 PU2490* NAVD 88 ORTHO HEIGHT -   883.139 (meters)     2897.43  (feet) ADJUSTED
 PU2490  ______________________________________________________________________
 PU2490  GEOID HEIGHT    -        -18.182 (meters)                     GEOID18
 PU2490  DYNAMIC HEIGHT  -        882.869 (meters)     2896.55  (feet) COMP
 PU2490  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 PU2490
 PU2490  VERT ORDER      -  FIRST     CLASS II
 PU2490
 PU2490.The horizontal coordinates were scaled from a map and have
 PU2490.an estimated accuracy of +/- 6 seconds.
 PU2490
 PU2490.The orthometric height was determined by differential leveling and
 PU2490.adjusted by the NATIONAL GEODETIC SURVEY
 PU2490.in September 1993.
 PU2490
 PU2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2490.GEOID18 height accuracy estimate available here.
 PU2490
 PU2490.Click photographs - Photos may exist for this station.
 PU2490
 PU2490.The dynamic height is computed by dividing the NAVD 88
 PU2490.geopotential number by the normal gravity value computed on the
 PU2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2490.degrees latitude (g = 980.6199 gals.).
 PU2490
 PU2490.The modeled gravity was interpolated from observed gravity values.
 PU2490
 PU2490;                    North         East    Units  Estimated Accuracy
 PU2490;SPC SD S     -   199,090.      420,680.      MT  (+/- 180 meters Scaled)
 PU2490
 PU2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ942862(NAD 83)
 PU2490
 PU2490                          SUPERSEDED SURVEY CONTROL
 PU2490
 PU2490.No superseded survey control is available for this station.
 PU2490
 PU2490_MARKER: DD = SURVEY DISK
 PU2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2490_STAMPING: 90-90.97
 PU2490_MARK LOGO: SDDT
 PU2490_PROJECTION: FLUSH
 PU2490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2490+STABILITY: SURFACE MOTION
 PU2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2490+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2012
 PU2490
 PU2490  HISTORY     - Date     Condition        Report By
 PU2490  HISTORY     - UNK      MONUMENTED       SDDT
 PU2490  HISTORY     - 19910715 GOOD             NGS
 PU2490  HISTORY     - 20120716 GOOD             INDIV
 PU2490
 PU2490                          STATION DESCRIPTION
 PU2490
 PU2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2490'20.5 KM (12.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2490'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 37.0 M
 PU2490'(121.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2490'HIGHWAY, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 PU2490'FT) SOUTH OF A WITNESS POST AND T-FENCE CORNER, AND THE MONUMENT IS
 PU2490'FLUSH WITH THE GROUND SURFACE.
 PU2490
 PU2490                          STATION RECOVERY (2012)
 PU2490
 PU2490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2489 ***********************************************************************
 PU2489  DESIGNATION -  I90 091.67
 PU2489  PID         -  PU2489
 PU2489  STATE/COUNTY-  SD/PENNINGTON
 PU2489  COUNTRY     -  US
 PU2489  USGS QUAD   -  OWANKA (2017)
 PU2489
 PU2489                         *CURRENT SURVEY CONTROL
 PU2489  ______________________________________________________________________
 PU2489* NAD 83(1986) POSITION- 44 06 13.     (N) 102 33 37.     (W)   SCALED
 PU2489* NAVD 88 ORTHO HEIGHT -   867.729 (meters)     2846.87  (feet) ADJUSTED
 PU2489  ______________________________________________________________________
 PU2489  GEOID HEIGHT    -        -18.217 (meters)                     GEOID18
 PU2489  DYNAMIC HEIGHT  -        867.467 (meters)     2846.01  (feet) COMP
 PU2489  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 PU2489
 PU2489  VERT ORDER      -  FIRST     CLASS II
 PU2489
 PU2489.The horizontal coordinates were scaled from a map and have
 PU2489.an estimated accuracy of +/- 6 seconds.
 PU2489
 PU2489.The orthometric height was determined by differential leveling and
 PU2489.adjusted by the NATIONAL GEODETIC SURVEY
 PU2489.in September 1993.
 PU2489
 PU2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2489.GEOID18 height accuracy estimate available here.
 PU2489
 PU2489.Click photographs - Photos may exist for this station.
 PU2489
 PU2489.The dynamic height is computed by dividing the NAVD 88
 PU2489.geopotential number by the normal gravity value computed on the
 PU2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2489.degrees latitude (g = 980.6199 gals.).
 PU2489
 PU2489.The modeled gravity was interpolated from observed gravity values.
 PU2489
 PU2489;                    North         East    Units  Estimated Accuracy
 PU2489;SPC SD S     -   199,060.      421,730.      MT  (+/- 180 meters Scaled)
 PU2489
 PU2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ952862(NAD 83)
 PU2489
 PU2489                          SUPERSEDED SURVEY CONTROL
 PU2489
 PU2489.No superseded survey control is available for this station.
 PU2489
 PU2489_MARKER: DD = SURVEY DISK
 PU2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2489_STAMPING: 90-91.67
 PU2489_MARK LOGO: SDDT
 PU2489_PROJECTION: FLUSH
 PU2489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2489+STABILITY: SURFACE MOTION
 PU2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2489+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 PU2489
 PU2489  HISTORY     - Date     Condition        Report By
 PU2489  HISTORY     - UNK      MONUMENTED       SDDT
 PU2489  HISTORY     - 19910715 GOOD             NGS
 PU2489  HISTORY     - 20120712 GOOD             INDIV
 PU2489
 PU2489                          STATION DESCRIPTION
 PU2489
 PU2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2489'21.6 KM (13.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2489'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 31.9 M
 PU2489'(104.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2489'HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0
 PU2489'FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 PU2489'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2489
 PU2489                          STATION RECOVERY (2012)
 PU2489
 PU2489'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2488 ***********************************************************************
 PU2488  CBN         -  This is a Cooperative Base Network Control Station.
 PU2488  DESIGNATION -  I90 092.2
 PU2488  PID         -  PU2488
 PU2488  STATE/COUNTY-  SD/PENNINGTON
 PU2488  COUNTRY     -  US
 PU2488  USGS QUAD   -  OWANKA (2017)
 PU2488
 PU2488                         *CURRENT SURVEY CONTROL
 PU2488  ______________________________________________________________________
 PU2488* NAD 83(2011) POSITION- 44 06 14.03275(N) 102 32 57.29061(W)   ADJUSTED
 PU2488* NAD 83(2011) ELLIP HT-   847.335 (meters)        (06/27/12)   ADJUSTED
 PU2488* NAD 83(2011) EPOCH   -  2010.00
 PU2488* NAVD 88 ORTHO HEIGHT -   865.573 (meters)     2839.80  (feet) ADJUSTED
 PU2488  ______________________________________________________________________
 PU2488  GEOID HEIGHT    -        -18.246 (meters)                     GEOID18
 PU2488  NAD 83(2011) X  -   -996,887.191 (meters)                     COMP
 PU2488  NAD 83(2011) Y  - -4,478,447.350 (meters)                     COMP
 PU2488  NAD 83(2011) Z  -  4,416,978.427 (meters)                     COMP
 PU2488  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 PU2488  DYNAMIC HEIGHT  -        865.314 (meters)     2838.95  (feet) COMP
 PU2488  MODELED GRAVITY -    980,289.8   (mgal)                       NAVD 88
 PU2488
 PU2488  VERT ORDER      -  FIRST     CLASS II
 PU2488
 PU2488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2488  Standards:
 PU2488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2488  -------------------------------------------------------------------
 PU2488  NETWORK    0.97   2.69           0.45   0.32   1.37     -0.07126995
 PU2488  -------------------------------------------------------------------
 PU2488  Click here for local accuracies and other accuracy information.
 PU2488
 PU2488.The horizontal coordinates were established by GPS observations
 PU2488.and adjusted by the National Geodetic Survey in June 2012.
 PU2488
 PU2488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2488.been affixed to the stable North American tectonic plate. See 
 PU2488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2488
 PU2488.The horizontal coordinates are valid at the epoch date displayed above
 PU2488.which is a decimal equivalence of Year/Month/Day.
 PU2488
 PU2488.The orthometric height was determined by differential leveling and
 PU2488.adjusted by the NATIONAL GEODETIC SURVEY
 PU2488.in September 1993.
 PU2488
 PU2488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2488.GEOID18 height accuracy estimate available here.
 PU2488
 PU2488.Click photographs - Photos may exist for this station.
 PU2488
 PU2488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2488
 PU2488.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2488
 PU2488.The ellipsoidal height was determined by GPS observations
 PU2488.and is referenced to NAD 83.
 PU2488
 PU2488.The dynamic height is computed by dividing the NAVD 88
 PU2488.geopotential number by the normal gravity value computed on the
 PU2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2488.degrees latitude (g = 980.6199 gals.).
 PU2488
 PU2488.The modeled gravity was interpolated from observed gravity values.
 PU2488
 PU2488. The following values were computed from the NAD 83(2011) position.
 PU2488
 PU2488;                    North         East     Units Scale Factor Converg.
 PU2488;SPC SD S     -   199,065.118   422,611.618   MT  0.99994274   -1 31 43.1
 PU2488;SPC SD S     -   653,099.47  1,386,518.28   sFT  0.99994274   -1 31 43.1
 PU2488;UTM  13      - 4,886,333.093   696,145.666   MT  1.00007320   +1 42 22.2
 PU2488
 PU2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2488!SPC SD S     -   0.99986715  x   0.99994274  =   0.99980990
 PU2488!UTM  13      -   0.99986715  x   1.00007320  =   0.99994034
 PU2488
 PU2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9614586333(NAD 83)
 PU2488
 PU2488                          SUPERSEDED SURVEY CONTROL
 PU2488
 PU2488  NAD 83(2007)-  44 06 14.03265(N)    102 32 57.29172(W) AD(2002.00) 0
 PU2488  ELLIP H (02/10/07)  847.362  (m)                       GP(2002.00)    
 PU2488  ELLIP H (04/15/04)  847.349  (m)                       GP(       ) 2 1
 PU2488  NAD 83(1996)-  44 06 14.03206(N)    102 32 57.29168(W) AD(       ) B
 PU2488  ELLIP H (04/18/97)  847.403  (m)                       GP(       ) 4 1
 PU2488  NAVD 88             865.57   (m)         2839.8    (f) LEVELING    3  
 PU2488
 PU2488.Superseded values are not recommended for survey control.
 PU2488
 PU2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2488.See file dsdata.pdf to determine how the superseded data were derived.
 PU2488
 PU2488_MARKER: P = PIPE CAP
 PU2488_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2488_STAMPING: 90-92.2
 PU2488_MARK LOGO: NGS
 PU2488_PROJECTION: FLUSH
 PU2488_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2488+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 PU2488_ROD/PIPE-DEPTH: 6.4 meters
 PU2488_SLEEVE-DEPTH  : 1.8 meters
 PU2488
 PU2488  HISTORY     - Date     Condition        Report By
 PU2488  HISTORY     - 1990     MONUMENTED       SDDT
 PU2488  HISTORY     - 19910715 GOOD             NGS
 PU2488  HISTORY     - 19960911 GOOD             NGS
 PU2488  HISTORY     - 20120712 GOOD             INDIV
 PU2488
 PU2488                          STATION DESCRIPTION
 PU2488
 PU2488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2488'22.4 KM (13.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2488'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, A STAINLESS
 PU2488'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2488'GALVANIZED STEEL PIPE, 81.4 M (267.1 FT) NORTHWEST OF THE NORTHWEST
 PU2488'CORNER OF BRIDGE NUMBER 52-750-284, 52.2 M (171.3 FT) NORTH OF AND
 PU2488'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 11.7
 PU2488'M (38.4 FT) WEST OF A UTILITY POLE WITH 1 GUY CABLE, AND 0.5 M (1.6
 PU2488'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 PU2488'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2488
 PU2488                          STATION RECOVERY (1996)
 PU2488
 PU2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2488'THE STATION IS LOCATED 13.9 MI (22.4 KM) EAST OF NEW UNDERWOOD AND 6.8
 PU2488'MI (10.9 KM) NORTHWEST OF WASTA, ON INTERSTATE HIGHWAY 90.
 PU2488'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 PU2488'JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD C492 (EXIT 90), 12.0
 PU2488'MI (19.3 KM) EAST OF NEW UNDERWOOD, GO EAST ON INTERSTATE HIGHWAY 90
 PU2488'FOR 1.9 MI (3.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 PU2488'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 PU2488'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 267.1 FT
 PU2488'(81.4 M) NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER
 PU2488'52-750-284, 171.3 FT (52.2 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 PU2488'HIGHWAY, 44.0 FT (13.4 M) EAST-SOUTHEAST OF THE MOST SOUTHERLY OF 5
 PU2488'SUPPORT POSTS FOR A BILLBOARD, 38.4 FT (11.7 M) WEST OF A UTILITY POLE
 PU2488'WITH A GUY CABLE, 1.8 FT (0.5 M) SOUTH OF A FENCE, 1.3 FT (0.4 M)
 PU2488'SOUTH OF A WITNESS POST, AND 1.2 FT (0.4 M) NORTH OF A METAL GUARD
 PU2488'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 PU2488'AND THEN A 4-INCH PVC CAP.
 PU2488
 PU2488                          STATION RECOVERY (2012)
 PU2488
 PU2488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2487 ***********************************************************************
 PU2487  DESIGNATION -  I90 093.20
 PU2487  PID         -  PU2487
 PU2487  STATE/COUNTY-  SD/PENNINGTON
 PU2487  COUNTRY     -  US
 PU2487  USGS QUAD   -  OWANKA (2017)
 PU2487
 PU2487                         *CURRENT SURVEY CONTROL
 PU2487  ______________________________________________________________________
 PU2487* NAD 83(1986) POSITION- 44 06 13.     (N) 102 31 42.     (W)   SCALED
 PU2487* NAVD 88 ORTHO HEIGHT -   851.330 (meters)     2793.07  (feet) ADJUSTED
 PU2487  ______________________________________________________________________
 PU2487  GEOID HEIGHT    -        -18.301 (meters)                     GEOID18
 PU2487  DYNAMIC HEIGHT  -        851.075 (meters)     2792.24  (feet) COMP
 PU2487  MODELED GRAVITY -    980,290.3   (mgal)                       NAVD 88
 PU2487
 PU2487  VERT ORDER      -  FIRST     CLASS II
 PU2487
 PU2487.The horizontal coordinates were scaled from a map and have
 PU2487.an estimated accuracy of +/- 6 seconds.
 PU2487
 PU2487.The orthometric height was determined by differential leveling and
 PU2487.adjusted by the NATIONAL GEODETIC SURVEY
 PU2487.in September 1993.
 PU2487
 PU2487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2487.GEOID18 height accuracy estimate available here.
 PU2487
 PU2487.Click photographs - Photos may exist for this station.
 PU2487
 PU2487.The dynamic height is computed by dividing the NAVD 88
 PU2487.geopotential number by the normal gravity value computed on the
 PU2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2487.degrees latitude (g = 980.6199 gals.).
 PU2487
 PU2487.The modeled gravity was interpolated from observed gravity values.
 PU2487
 PU2487;                    North         East    Units  Estimated Accuracy
 PU2487;SPC SD S     -   198,990.      424,290.      MT  (+/- 180 meters Scaled)
 PU2487
 PU2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ978863(NAD 83)
 PU2487
 PU2487                          SUPERSEDED SURVEY CONTROL
 PU2487
 PU2487.No superseded survey control is available for this station.
 PU2487
 PU2487_MARKER: DD = SURVEY DISK
 PU2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2487_STAMPING: 90-93.20
 PU2487_MARK LOGO: SDDT
 PU2487_PROJECTION: FLUSH
 PU2487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2487+STABILITY: SURFACE MOTION
 PU2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2487+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 PU2487
 PU2487  HISTORY     - Date     Condition        Report By
 PU2487  HISTORY     - UNK      MONUMENTED       SDDT
 PU2487  HISTORY     - 19910715 GOOD             NGS
 PU2487  HISTORY     - 20120710 GOOD             INDIV
 PU2487
 PU2487                          STATION DESCRIPTION
 PU2487
 PU2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2487'24.1 M (79.1 FT) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2487'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 32.2 M
 PU2487'(105.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2487'HIGHWAY, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3
 PU2487'FT) SOUTH OF A T-FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 PU2487'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2487
 PU2487                          STATION RECOVERY (2012)
 PU2487
 PU2487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2486 ***********************************************************************
 PU2486  DESIGNATION -  I90 094.25
 PU2486  PID         -  PU2486
 PU2486  STATE/COUNTY-  SD/PENNINGTON
 PU2486  COUNTRY     -  US
 PU2486  USGS QUAD   -  OWANKA (2017)
 PU2486
 PU2486                         *CURRENT SURVEY CONTROL
 PU2486  ______________________________________________________________________
 PU2486* NAD 83(1986) POSITION- 44 05 59.     (N) 102 30 28.     (W)   SCALED
 PU2486* NAVD 88 ORTHO HEIGHT -   853.976 (meters)     2801.75  (feet) ADJUSTED
 PU2486  ______________________________________________________________________
 PU2486  GEOID HEIGHT    -        -18.353 (meters)                     GEOID18
 PU2486  DYNAMIC HEIGHT  -        853.723 (meters)     2800.92  (feet) COMP
 PU2486  MODELED GRAVITY -    980,293.5   (mgal)                       NAVD 88
 PU2486
 PU2486  VERT ORDER      -  FIRST     CLASS II
 PU2486
 PU2486.The horizontal coordinates were scaled from a map and have
 PU2486.an estimated accuracy of +/- 6 seconds.
 PU2486
 PU2486.The orthometric height was determined by differential leveling and
 PU2486.adjusted by the NATIONAL GEODETIC SURVEY
 PU2486.in September 1993.
 PU2486
 PU2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2486.GEOID18 height accuracy estimate available here.
 PU2486
 PU2486.Click photographs - Photos may exist for this station.
 PU2486
 PU2486.The dynamic height is computed by dividing the NAVD 88
 PU2486.geopotential number by the normal gravity value computed on the
 PU2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2486.degrees latitude (g = 980.6199 gals.).
 PU2486
 PU2486.The modeled gravity was interpolated from observed gravity values.
 PU2486
 PU2486;                    North         East    Units  Estimated Accuracy
 PU2486;SPC SD S     -   198,510.      425,920.      MT  (+/- 180 meters Scaled)
 PU2486
 PU2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ994859(NAD 83)
 PU2486
 PU2486                          SUPERSEDED SURVEY CONTROL
 PU2486
 PU2486.No superseded survey control is available for this station.
 PU2486
 PU2486_MARKER: DD = SURVEY DISK
 PU2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2486_STAMPING: 90-94.25
 PU2486_MARK LOGO: SDDT
 PU2486_PROJECTION: FLUSH
 PU2486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2486+STABILITY: SURFACE MOTION
 PU2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2486+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 PU2486
 PU2486  HISTORY     - Date     Condition        Report By
 PU2486  HISTORY     - UNK      MONUMENTED       SDDT
 PU2486  HISTORY     - 19910715 GOOD             NGS
 PU2486  HISTORY     - 20120710 MARK NOT FOUND   INDIV
 PU2486
 PU2486                          STATION DESCRIPTION
 PU2486
 PU2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2486'25.8 M (84.6 FT) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2486'JUNCTION OF COUNTY ROAD C445 (EXIT 78) IN NEW UNDERWOOD, 40.1 M
 PU2486'(131.6 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2486'HIGHWAY, 10.6 M (34.8 FT) SOUTHEAST OF A BRACED FENCE POST, 0.8 M
 PU2486'(2.6 FT) SOUTHWEST OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 PU2486'HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 PU2486'IS FLUSH WITH THE GROUND SURFACE.
 PU2486
 PU2486                          STATION RECOVERY (2012)
 PU2486
 PU2486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2485 ***********************************************************************
 PU2485  DESIGNATION -  I90 095.14
 PU2485  PID         -  PU2485
 PU2485  STATE/COUNTY-  SD/PENNINGTON
 PU2485  COUNTRY     -  US
 PU2485  USGS QUAD   -  WASTA (2017)
 PU2485
 PU2485                         *CURRENT SURVEY CONTROL
 PU2485  ______________________________________________________________________
 PU2485* NAD 83(1986) POSITION- 44 05 30.     (N) 102 29 40.     (W)   SCALED
 PU2485* NAVD 88 ORTHO HEIGHT -   844.770 (meters)     2771.55  (feet) ADJUSTED
 PU2485  ______________________________________________________________________
 PU2485  GEOID HEIGHT    -        -18.382 (meters)                     GEOID18
 PU2485  DYNAMIC HEIGHT  -        844.525 (meters)     2770.75  (feet) COMP
 PU2485  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 PU2485
 PU2485  VERT ORDER      -  FIRST     CLASS II
 PU2485
 PU2485.The horizontal coordinates were scaled from a map and have
 PU2485.an estimated accuracy of +/- 6 seconds.
 PU2485
 PU2485.The orthometric height was determined by differential leveling and
 PU2485.adjusted by the NATIONAL GEODETIC SURVEY
 PU2485.in September 1993.
 PU2485
 PU2485.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2485.GEOID18 height accuracy estimate available here.
 PU2485
 PU2485.Click photographs - Photos may exist for this station.
 PU2485
 PU2485.The dynamic height is computed by dividing the NAVD 88
 PU2485.geopotential number by the normal gravity value computed on the
 PU2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2485.degrees latitude (g = 980.6199 gals.).
 PU2485
 PU2485.The modeled gravity was interpolated from observed gravity values.
 PU2485
 PU2485;                    North         East    Units  Estimated Accuracy
 PU2485;SPC SD S     -   197,590.      426,960.      MT  (+/- 180 meters Scaled)
 PU2485
 PU2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ005851(NAD 83)
 PU2485
 PU2485                          SUPERSEDED SURVEY CONTROL
 PU2485
 PU2485.No superseded survey control is available for this station.
 PU2485
 PU2485_MARKER: DD = SURVEY DISK
 PU2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2485_STAMPING: 90-95.14
 PU2485_MARK LOGO: SDDT
 PU2485_PROJECTION: FLUSH
 PU2485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2485+STABILITY: SURFACE MOTION
 PU2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2485+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 PU2485
 PU2485  HISTORY     - Date     Condition        Report By
 PU2485  HISTORY     - UNK      MONUMENTED       SDDT
 PU2485  HISTORY     - 19910715 GOOD             NGS
 PU2485  HISTORY     - 20120710 GOOD             INDIV
 PU2485
 PU2485                          STATION DESCRIPTION
 PU2485
 PU2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2485'25.5 KM (15.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2485'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 PU2485'2 BRACED FENCE POSTS, 47.9 M (157.2 FT) NORTHEAST OF THE CENTERLINE
 PU2485'OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL
 PU2485'OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE,
 PU2485'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2485
 PU2485                          STATION RECOVERY (2012)
 PU2485
 PU2485'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2484 ***********************************************************************
 PU2484  DESIGNATION -  I90 095.6
 PU2484  PID         -  PU2484
 PU2484  STATE/COUNTY-  SD/PENNINGTON
 PU2484  COUNTRY     -  US
 PU2484  USGS QUAD   -  WASTA (2017)
 PU2484
 PU2484                         *CURRENT SURVEY CONTROL
 PU2484  ______________________________________________________________________
 PU2484* NAD 83(1986) POSITION- 44 05 14.     (N) 102 29 12.     (W)   SCALED
 PU2484* NAVD 88 ORTHO HEIGHT -   836.815 (meters)     2745.45  (feet) ADJUSTED
 PU2484  ______________________________________________________________________
 PU2484  GEOID HEIGHT    -        -18.398 (meters)                     GEOID18
 PU2484  DYNAMIC HEIGHT  -        836.575 (meters)     2744.66  (feet) COMP
 PU2484  MODELED GRAVITY -    980,303.0   (mgal)                       NAVD 88
 PU2484
 PU2484  VERT ORDER      -  FIRST     CLASS II
 PU2484
 PU2484.The horizontal coordinates were scaled from a map and have
 PU2484.an estimated accuracy of +/- 6 seconds.
 PU2484
 PU2484.The orthometric height was determined by differential leveling and
 PU2484.adjusted by the NATIONAL GEODETIC SURVEY
 PU2484.in September 1993.
 PU2484
 PU2484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2484.GEOID18 height accuracy estimate available here.
 PU2484
 PU2484.Click photographs - Photos may exist for this station.
 PU2484
 PU2484.The dynamic height is computed by dividing the NAVD 88
 PU2484.geopotential number by the normal gravity value computed on the
 PU2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2484.degrees latitude (g = 980.6199 gals.).
 PU2484
 PU2484.The modeled gravity was interpolated from observed gravity values.
 PU2484
 PU2484;                    North         East    Units  Estimated Accuracy
 PU2484;SPC SD S     -   197,080.      427,570.      MT  (+/- 180 meters Scaled)
 PU2484
 PU2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ012846(NAD 83)
 PU2484
 PU2484                          SUPERSEDED SURVEY CONTROL
 PU2484
 PU2484.No superseded survey control is available for this station.
 PU2484
 PU2484_MARKER: P = PIPE CAP
 PU2484_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2484_STAMPING: 90-95.6
 PU2484_MARK LOGO: NGS
 PU2484_PROJECTION: PROJECTING 20 CENTIMETERS
 PU2484_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2484+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 PU2484_ROD/PIPE-DEPTH: 12.8 meters
 PU2484_SLEEVE-DEPTH  : 2.0 meters
 PU2484
 PU2484  HISTORY     - Date     Condition        Report By
 PU2484  HISTORY     - 1990     MONUMENTED       SDDT
 PU2484  HISTORY     - 19910715 GOOD             NGS
 PU2484  HISTORY     - 20120710 GOOD             INDIV
 PU2484
 PU2484                          STATION DESCRIPTION
 PU2484
 PU2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2484'24.7 KM (15.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2484'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 PU2484'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2484'GALVANIZED STEEL PIPE, 40.6 M (133.2 FT) NORTHEAST OF THE CENTERLINE
 PU2484'OF THE WESTBOUND LANES OF THE HIGHWAY, 29.3 M (96.1 FT) SOUTHEAST OF
 PU2484'A FENCE CORNER, 2.0 M (6.6 FT) SOUTHWEST OF A FENCE, 0.6 M (2.0 FT)
 PU2484'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 PU2484'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PU2484'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2484
 PU2484                          STATION RECOVERY (2012)
 PU2484
 PU2484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2483 ***********************************************************************
 PU2483  DESIGNATION -  I90 096.20
 PU2483  PID         -  PU2483
 PU2483  STATE/COUNTY-  SD/PENNINGTON
 PU2483  COUNTRY     -  US
 PU2483  USGS QUAD   -  WASTA (2017)
 PU2483
 PU2483                         *CURRENT SURVEY CONTROL
 PU2483  ______________________________________________________________________
 PU2483* NAD 83(1986) POSITION- 44 04 51.     (N) 102 28 44.     (W)   SCALED
 PU2483* NAVD 88 ORTHO HEIGHT -   804.414 (meters)     2639.15  (feet) ADJUSTED
 PU2483  ______________________________________________________________________
 PU2483  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 PU2483  DYNAMIC HEIGHT  -        804.186 (meters)     2638.40  (feet) COMP
 PU2483  MODELED GRAVITY -    980,308.1   (mgal)                       NAVD 88
 PU2483
 PU2483  VERT ORDER      -  FIRST     CLASS II
 PU2483
 PU2483.The horizontal coordinates were scaled from a map and have
 PU2483.an estimated accuracy of +/- 6 seconds.
 PU2483
 PU2483.The orthometric height was determined by differential leveling and
 PU2483.adjusted by the NATIONAL GEODETIC SURVEY
 PU2483.in September 1993.
 PU2483
 PU2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2483.GEOID18 height accuracy estimate available here.
 PU2483
 PU2483.Click photographs - Photos may exist for this station.
 PU2483
 PU2483.The dynamic height is computed by dividing the NAVD 88
 PU2483.geopotential number by the normal gravity value computed on the
 PU2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2483.degrees latitude (g = 980.6199 gals.).
 PU2483
 PU2483.The modeled gravity was interpolated from observed gravity values.
 PU2483
 PU2483;                    North         East    Units  Estimated Accuracy
 PU2483;SPC SD S     -   196,360.      428,180.      MT  (+/- 180 meters Scaled)
 PU2483
 PU2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ018839(NAD 83)
 PU2483
 PU2483                          SUPERSEDED SURVEY CONTROL
 PU2483
 PU2483.No superseded survey control is available for this station.
 PU2483
 PU2483_MARKER: DD = SURVEY DISK
 PU2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2483_STAMPING: 90-96.20
 PU2483_MARK LOGO: SDDT
 PU2483_PROJECTION: FLUSH
 PU2483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2483+STABILITY: SURFACE MOTION
 PU2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2483+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 PU2483
 PU2483  HISTORY     - Date     Condition        Report By
 PU2483  HISTORY     - UNK      MONUMENTED       SDDT
 PU2483  HISTORY     - 19910715 GOOD             NGS
 PU2483  HISTORY     - 20120710 GOOD             INDIV
 PU2483
 PU2483                          STATION DESCRIPTION
 PU2483
 PU2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2483'23.7 KM (14.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2483'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 33.8 M (110.9 FT)
 PU2483'SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2483'1.6 M (5.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF
 PU2483'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2483
 PU2483                          STATION RECOVERY (2012)
 PU2483
 PU2483'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2482 ***********************************************************************
 PU2482  DESIGNATION -  I90 096.7
 PU2482  PID         -  PU2482
 PU2482  STATE/COUNTY-  SD/PENNINGTON
 PU2482  COUNTRY     -  US
 PU2482  USGS QUAD   -  WASTA (2017)
 PU2482
 PU2482                         *CURRENT SURVEY CONTROL
 PU2482  ______________________________________________________________________
 PU2482* NAD 83(1986) POSITION- 44 04 32.     (N) 102 28 11.     (W)   SCALED
 PU2482* NAVD 88 ORTHO HEIGHT -   775.888 (meters)     2545.56  (feet) ADJUSTED
 PU2482  ______________________________________________________________________
 PU2482  GEOID HEIGHT    -        -18.434 (meters)                     GEOID18
 PU2482  DYNAMIC HEIGHT  -        775.672 (meters)     2544.85  (feet) COMP
 PU2482  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 PU2482
 PU2482  VERT ORDER      -  FIRST     CLASS II
 PU2482
 PU2482.The horizontal coordinates were scaled from a map and have
 PU2482.an estimated accuracy of +/- 6 seconds.
 PU2482
 PU2482.The orthometric height was determined by differential leveling and
 PU2482.adjusted by the NATIONAL GEODETIC SURVEY
 PU2482.in September 1993.
 PU2482
 PU2482.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2482.GEOID18 height accuracy estimate available here.
 PU2482
 PU2482.Click photographs - Photos may exist for this station.
 PU2482
 PU2482.The dynamic height is computed by dividing the NAVD 88
 PU2482.geopotential number by the normal gravity value computed on the
 PU2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2482.degrees latitude (g = 980.6199 gals.).
 PU2482
 PU2482.The modeled gravity was interpolated from observed gravity values.
 PU2482
 PU2482;                    North         East    Units  Estimated Accuracy
 PU2482;SPC SD S     -   195,750.      428,900.      MT  (+/- 180 meters Scaled)
 PU2482
 PU2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ026833(NAD 83)
 PU2482
 PU2482                          SUPERSEDED SURVEY CONTROL
 PU2482
 PU2482.No superseded survey control is available for this station.
 PU2482
 PU2482_MARKER: P = PIPE CAP
 PU2482_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2482_STAMPING: 90-96.7
 PU2482_MARK LOGO: NGS
 PU2482_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2482_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2482+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 PU2482_ROD/PIPE-DEPTH: 12.8 meters
 PU2482_SLEEVE-DEPTH  : 2.0 meters
 PU2482
 PU2482  HISTORY     - Date     Condition        Report By
 PU2482  HISTORY     - 1990     MONUMENTED       SDDT
 PU2482  HISTORY     - 19910715 GOOD             NGS
 PU2482  HISTORY     - 20120710 GOOD             INDIV
 PU2482
 PU2482                          STATION DESCRIPTION
 PU2482
 PU2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2482'22.9 KM (14.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2482'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 PU2482'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2482'GALVANIZED STEEL PIPE, 34.2 M (112.2 FT) EAST OF THE SOUTHEAST END OF
 PU2482'A CABLE GUARDRAIL, 29.5 M (96.8 FT) SOUTHWEST OF A FENCE, 29.5 M
 PU2482'(96.8 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2482'HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M
 PU2482'(1.6 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 PU2482'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2482
 PU2482                          STATION RECOVERY (2012)
 PU2482
 PU2482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2481 ***********************************************************************
 PU2481  DESIGNATION -  I90 097.16
 PU2481  PID         -  PU2481
 PU2481  STATE/COUNTY-  SD/PENNINGTON
 PU2481  COUNTRY     -  US
 PU2481  USGS QUAD   -  WASTA (2017)
 PU2481
 PU2481                         *CURRENT SURVEY CONTROL
 PU2481  ______________________________________________________________________
 PU2481* NAD 83(1986) POSITION- 44 04 15.     (N) 102 27 49.     (W)   SCALED
 PU2481* NAVD 88 ORTHO HEIGHT -   756.764 (meters)     2482.82  (feet) ADJUSTED
 PU2481  ______________________________________________________________________
 PU2481  GEOID HEIGHT    -        -18.446 (meters)                     GEOID18
 PU2481  DYNAMIC HEIGHT  -        756.555 (meters)     2482.13  (feet) COMP
 PU2481  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 PU2481
 PU2481  VERT ORDER      -  FIRST     CLASS II
 PU2481
 PU2481.The horizontal coordinates were scaled from a map and have
 PU2481.an estimated accuracy of +/- 6 seconds.
 PU2481
 PU2481.The orthometric height was determined by differential leveling and
 PU2481.adjusted by the NATIONAL GEODETIC SURVEY
 PU2481.in September 1993.
 PU2481
 PU2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2481.GEOID18 height accuracy estimate available here.
 PU2481
 PU2481.Click photographs - Photos may exist for this station.
 PU2481
 PU2481.The dynamic height is computed by dividing the NAVD 88
 PU2481.geopotential number by the normal gravity value computed on the
 PU2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2481.degrees latitude (g = 980.6199 gals.).
 PU2481
 PU2481.The modeled gravity was interpolated from observed gravity values.
 PU2481
 PU2481;                    North         East    Units  Estimated Accuracy
 PU2481;SPC SD S     -   195,210.      429,370.      MT  (+/- 180 meters Scaled)
 PU2481
 PU2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ031828(NAD 83)
 PU2481
 PU2481                          SUPERSEDED SURVEY CONTROL
 PU2481
 PU2481.No superseded survey control is available for this station.
 PU2481
 PU2481_MARKER: DD = SURVEY DISK
 PU2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2481_STAMPING: 90-97.16
 PU2481_MARK LOGO: SDDT
 PU2481_PROJECTION: RECESSED 10 CENTIMETERS
 PU2481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2481+STABILITY: SURFACE MOTION
 PU2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2481+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 PU2481
 PU2481  HISTORY     - Date     Condition        Report By
 PU2481  HISTORY     - UNK      MONUMENTED       SDDT
 PU2481  HISTORY     - 19910715 GOOD             NGS
 PU2481  HISTORY     - 20120709 GOOD             INDIV
 PU2481
 PU2481                          STATION DESCRIPTION
 PU2481
 PU2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2481'22.2 KM (13.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2481'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 19.2 M (63.0 FT)
 PU2481'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2481'9.3 M (30.5 FT) NORTHEAST OF THE NORTHEAST END OF A PIPE CULVERT, 2.5
 PU2481'M (8.2 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY INFORMATION
 PU2481'SIGN, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 PU2481'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.03 M
 PU2481'(0.10 FT) BELOW THE GROUND SURFACE.
 PU2481
 PU2481                          STATION RECOVERY (2012)
 PU2481
 PU2481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2480 ***********************************************************************
 PU2480  DESIGNATION -  I90 097.55
 PU2480  PID         -  PU2480
 PU2480  STATE/COUNTY-  SD/PENNINGTON
 PU2480  COUNTRY     -  US
 PU2480  USGS QUAD   -  WASTA (2017)
 PU2480
 PU2480                         *CURRENT SURVEY CONTROL
 PU2480  ______________________________________________________________________
 PU2480* NAD 83(1986) POSITION- 44 04 03.33   (N) 102 27 34.35   (W)   HD_HELD1
 PU2480* NAVD 88 ORTHO HEIGHT -   736.326 (meters)     2415.76  (feet) ADJUSTED
 PU2480  ______________________________________________________________________
 PU2480  GEOID HEIGHT    -        -18.455 (meters)                     GEOID18
 PU2480  DYNAMIC HEIGHT  -        736.125 (meters)     2415.10  (feet) COMP
 PU2480  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 PU2480
 PU2480  VERT ORDER      -  FIRST     CLASS II
 PU2480
 PU2480.The horizontal coordinates were determined by differentially corrected
 PU2480.hand held GPS observations or other comparable positioning techniques
 PU2480.and have an estimated accuracy of +/- 3 meters.
 PU2480
 PU2480.The orthometric height was determined by differential leveling and
 PU2480.adjusted by the NATIONAL GEODETIC SURVEY
 PU2480.in September 1993.
 PU2480
 PU2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2480.GEOID18 height accuracy estimate available here.
 PU2480
 PU2480.Click photographs - Photos may exist for this station.
 PU2480
 PU2480.The dynamic height is computed by dividing the NAVD 88
 PU2480.geopotential number by the normal gravity value computed on the
 PU2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2480.degrees latitude (g = 980.6199 gals.).
 PU2480
 PU2480.The modeled gravity was interpolated from observed gravity values.
 PU2480
 PU2480;                    North         East    Units  Estimated Accuracy
 PU2480;SPC SD S     -   194,844.8     429,687.9     MT  (+/- 3 meters HH1 GPS) 
 PU2480
 PU2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0344982518(NAD 83)
 PU2480
 PU2480                          SUPERSEDED SURVEY CONTROL
 PU2480
 PU2480.No superseded survey control is available for this station.
 PU2480
 PU2480_MARKER: DD = SURVEY DISK
 PU2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2480_STAMPING: 90-97.55
 PU2480_MARK LOGO: SDDT
 PU2480_PROJECTION: FLUSH
 PU2480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2480+STABILITY: SURFACE MOTION
 PU2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2480+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 PU2480
 PU2480  HISTORY     - Date     Condition        Report By
 PU2480  HISTORY     - UNK      MONUMENTED       SDDT
 PU2480  HISTORY     - 19910715 GOOD             NGS
 PU2480  HISTORY     - 20120709 GOOD             INDIV
 PU2480
 PU2480                          STATION DESCRIPTION
 PU2480
 PU2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2480'21.6 KM (13.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2480'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, IN THE MEDIAN OF
 PU2480'THE HIGHWAY, 16.3 M (53.5 FT) SOUTH OF THE CENTERLINE OF THE
 PU2480'WESTBOUND LANES OF THE HIGHWAY, 15.9 M (52.2 FT) NORTH OF THE
 PU2480'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 4.4 M (14.4 FT)
 PU2480'WEST OF THE CENTER OF A MAINTENANCE CROSSOVER, 0.5 M (1.6 FT) EAST OF
 PU2480'A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 PU2480'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2480
 PU2480                          STATION RECOVERY (2012)
 PU2480
 PU2480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2479 ***********************************************************************
 PU2479  DESIGNATION -  I90 098.0
 PU2479  PID         -  PU2479
 PU2479  STATE/COUNTY-  SD/PENNINGTON
 PU2479  COUNTRY     -  US
 PU2479  USGS QUAD   -  WASTA (2017)
 PU2479
 PU2479                         *CURRENT SURVEY CONTROL
 PU2479  ______________________________________________________________________
 PU2479* NAD 83(1986) POSITION- 44 04 04.     (N) 102 26 55.     (W)   SCALED
 PU2479* NAVD 88 ORTHO HEIGHT -   709.091 (meters)     2326.41  (feet) ADJUSTED
 PU2479  ______________________________________________________________________
 PU2479  GEOID HEIGHT    -        -18.484 (meters)                     GEOID18
 PU2479  DYNAMIC HEIGHT  -        708.899 (meters)     2325.78  (feet) COMP
 PU2479  MODELED GRAVITY -    980,324.6   (mgal)                       NAVD 88
 PU2479
 PU2479  VERT ORDER      -  FIRST     CLASS II
 PU2479
 PU2479.The horizontal coordinates were scaled from a map and have
 PU2479.an estimated accuracy of +/- 6 seconds.
 PU2479
 PU2479.The orthometric height was determined by differential leveling and
 PU2479.adjusted by the NATIONAL GEODETIC SURVEY
 PU2479.in September 1993.
 PU2479
 PU2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2479.GEOID18 height accuracy estimate available here.
 PU2479
 PU2479.Click photographs - Photos may exist for this station.
 PU2479
 PU2479.The dynamic height is computed by dividing the NAVD 88
 PU2479.geopotential number by the normal gravity value computed on the
 PU2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2479.degrees latitude (g = 980.6199 gals.).
 PU2479
 PU2479.The modeled gravity was interpolated from observed gravity values.
 PU2479
 PU2479;                    North         East    Units  Estimated Accuracy
 PU2479;SPC SD S     -   194,840.      430,560.      MT  (+/- 180 meters Scaled)
 PU2479
 PU2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ043825(NAD 83)
 PU2479
 PU2479                          SUPERSEDED SURVEY CONTROL
 PU2479
 PU2479.No superseded survey control is available for this station.
 PU2479
 PU2479_MARKER: P = PIPE CAP
 PU2479_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2479_STAMPING: 90-98.0
 PU2479_MARK LOGO: NGS
 PU2479_PROJECTION: FLUSH
 PU2479_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2479+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 PU2479_ROD/PIPE-DEPTH: 6.4 meters
 PU2479_SLEEVE-DEPTH  : 2.0 meters
 PU2479
 PU2479  HISTORY     - Date     Condition        Report By
 PU2479  HISTORY     - 1990     MONUMENTED       SDDT
 PU2479  HISTORY     - 19910715 GOOD             NGS
 PU2479  HISTORY     - 20120709 GOOD             INDIV
 PU2479
 PU2479                          STATION DESCRIPTION
 PU2479
 PU2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2479'20.7 KM (12.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2479'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 PU2479'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2479'GALVANIZED STEEL PIPE, 255.0 M (836.6 FT) NORTH-NORTHWEST OF THE
 PU2479'NORTHWEST CORNER OF BRIDGE NUMBER 52-800-310, 245.0 M (803.8 FT)
 PU2479'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.8 M
 PU2479'(71.5 FT) NORTH OF THE CENTER OF A WESTBOUND ON RAMP (EXIT 99), 9.5 M
 PU2479'(31.2 FT) WEST OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 PU2479'THE RAMP, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 PU2479'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2479'THROUGH A 4-INCH PVC CAP.
 PU2479
 PU2479                          STATION RECOVERY (2012)
 PU2479
 PU2479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2478 ***********************************************************************
 PU2478  DESIGNATION -  I90 098.5
 PU2478  PID         -  PU2478
 PU2478  STATE/COUNTY-  SD/PENNINGTON
 PU2478  COUNTRY     -  US
 PU2478  USGS QUAD   -  WASTA (2017)
 PU2478
 PU2478                         *CURRENT SURVEY CONTROL
 PU2478  ______________________________________________________________________
 PU2478* NAD 83(1986) POSITION- 44 03 49.     (N) 102 26 24.     (W)   SCALED
 PU2478* NAVD 88 ORTHO HEIGHT -   701.175 (meters)     2300.44  (feet) ADJUSTED
 PU2478  ______________________________________________________________________
 PU2478  GEOID HEIGHT    -        -18.502 (meters)                     GEOID18
 PU2478  DYNAMIC HEIGHT  -        700.985 (meters)     2299.82  (feet) COMP
 PU2478  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU2478
 PU2478  VERT ORDER      -  FIRST     CLASS II
 PU2478
 PU2478.The horizontal coordinates were scaled from a map and have
 PU2478.an estimated accuracy of +/- 6 seconds.
 PU2478
 PU2478.The orthometric height was determined by differential leveling and
 PU2478.adjusted by the NATIONAL GEODETIC SURVEY
 PU2478.in September 1993.
 PU2478
 PU2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2478.GEOID18 height accuracy estimate available here.
 PU2478
 PU2478.Click photographs - Photos may exist for this station.
 PU2478
 PU2478.The dynamic height is computed by dividing the NAVD 88
 PU2478.geopotential number by the normal gravity value computed on the
 PU2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2478.degrees latitude (g = 980.6199 gals.).
 PU2478
 PU2478.The modeled gravity was interpolated from observed gravity values.
 PU2478
 PU2478;                    North         East    Units  Estimated Accuracy
 PU2478;SPC SD S     -   194,360.      431,240.      MT  (+/- 180 meters Scaled)
 PU2478
 PU2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ050821(NAD 83)
 PU2478
 PU2478                          SUPERSEDED SURVEY CONTROL
 PU2478
 PU2478.No superseded survey control is available for this station.
 PU2478
 PU2478_MARKER: P = PIPE CAP
 PU2478_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2478_STAMPING: 90-98.5
 PU2478_MARK LOGO: NGS
 PU2478_PROJECTION: FLUSH
 PU2478_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2478+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 PU2478_ROD/PIPE-DEPTH: 12.8 meters
 PU2478_SLEEVE-DEPTH  : 2.0 meters
 PU2478
 PU2478  HISTORY     - Date     Condition        Report By
 PU2478  HISTORY     - 1990     MONUMENTED       SDDT
 PU2478  HISTORY     - 19910715 GOOD             NGS
 PU2478  HISTORY     - 20120709 GOOD             INDIV
 PU2478
 PU2478                          STATION DESCRIPTION
 PU2478
 PU2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2478'20.0 KM (12.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2478'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 PU2478'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2478'GALVANIZED STEEL PIPE, 140.0 M (459.3 FT) EAST OF THE NORTHEAST
 PU2478'CORNER OF BRIDGE NUMBER 52-803-312 SPANNING THE CHEYENNE RIVER, 31.8
 PU2478'M (104.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PU2478'HIGHWAY, 29.3 M (96.1 FT) NORTHEAST OF THE EAST END OF A CABLE
 PU2478'GUARDRAIL, 11.2 M (36.7 FT) WEST OF A BRACED FENCE POST, 3.0 M (9.8
 PU2478'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A
 PU2478'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2478'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 PU2478
 PU2478                          STATION RECOVERY (2012)
 PU2478
 PU2478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2477 ***********************************************************************
 PU2477  DESIGNATION -  I90 098.98
 PU2477  PID         -  PU2477
 PU2477  STATE/COUNTY-  SD/PENNINGTON
 PU2477  COUNTRY     -  US
 PU2477  USGS QUAD   -  WASTA (2017)
 PU2477
 PU2477                         *CURRENT SURVEY CONTROL
 PU2477  ______________________________________________________________________
 PU2477* NAD 83(1986) POSITION- 44 03 57.     (N) 102 25 52.     (W)   SCALED
 PU2477* NAVD 88 ORTHO HEIGHT -   701.877 (meters)     2302.74  (feet) ADJUSTED
 PU2477  ______________________________________________________________________
 PU2477  GEOID HEIGHT    -        -18.526 (meters)                     GEOID18
 PU2477  DYNAMIC HEIGHT  -        701.687 (meters)     2302.12  (feet) COMP
 PU2477  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 PU2477
 PU2477  VERT ORDER      -  FIRST     CLASS II
 PU2477
 PU2477.The horizontal coordinates were scaled from a map and have
 PU2477.an estimated accuracy of +/- 6 seconds.
 PU2477
 PU2477.The orthometric height was determined by differential leveling and
 PU2477.adjusted by the NATIONAL GEODETIC SURVEY
 PU2477.in September 1993.
 PU2477
 PU2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2477.GEOID18 height accuracy estimate available here.
 PU2477
 PU2477.Click photographs - Photos may exist for this station.
 PU2477
 PU2477.The dynamic height is computed by dividing the NAVD 88
 PU2477.geopotential number by the normal gravity value computed on the
 PU2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2477.degrees latitude (g = 980.6199 gals.).
 PU2477
 PU2477.The modeled gravity was interpolated from observed gravity values.
 PU2477
 PU2477;                    North         East    Units  Estimated Accuracy
 PU2477;SPC SD S     -   194,590.      431,960.      MT  (+/- 180 meters Scaled)
 PU2477
 PU2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ057823(NAD 83)
 PU2477
 PU2477                          SUPERSEDED SURVEY CONTROL
 PU2477
 PU2477.No superseded survey control is available for this station.
 PU2477
 PU2477_MARKER: DD = SURVEY DISK
 PU2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2477_STAMPING: 90-98.98
 PU2477_MARK LOGO: SDDT
 PU2477_PROJECTION: FLUSH
 PU2477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2477+STABILITY: SURFACE MOTION
 PU2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2477+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 PU2477
 PU2477  HISTORY     - Date     Condition        Report By
 PU2477  HISTORY     - UNK      MONUMENTED       SDDT
 PU2477  HISTORY     - 19910715 GOOD             NGS
 PU2477  HISTORY     - 20120709 GOOD             INDIV
 PU2477
 PU2477                          STATION DESCRIPTION
 PU2477
 PU2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2477'19.2 KM (11.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2477'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 PU2477'3 BRACED FENCE POSTS, 31.9 M (104.7 FT) NORTHWEST OF THE CENTERLINE
 PU2477'OF THE WESTBOUND LANES OF THE HIGHWAY, 22.3 M (73.2 FT) NORTHWEST OF
 PU2477'THE CENTER OF A WESTBOUND REST AREA OFF RAMP, 2.5 M (8.2 FT) BELOW
 PU2477'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHEAST OF A FENCE, 0.4 M
 PU2477'(1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2477'THE GROUND SURFACE.
 PU2477
 PU2477                          STATION RECOVERY (2012)
 PU2477
 PU2477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2476 ***********************************************************************
 PU2476  DESIGNATION -  I90 099.64
 PU2476  PID         -  PU2476
 PU2476  STATE/COUNTY-  SD/PENNINGTON
 PU2476  COUNTRY     -  US
 PU2476  USGS QUAD   -  WASTA (2017)
 PU2476
 PU2476                         *CURRENT SURVEY CONTROL
 PU2476  ______________________________________________________________________
 PU2476* NAD 83(1986) POSITION- 44 04 06.     (N) 102 25 11.     (W)   SCALED
 PU2476* NAVD 88 ORTHO HEIGHT -   709.060 (meters)     2326.31  (feet) ADJUSTED
 PU2476  ______________________________________________________________________
 PU2476  GEOID HEIGHT    -        -18.557 (meters)                     GEOID18
 PU2476  DYNAMIC HEIGHT  -        708.867 (meters)     2325.67  (feet) COMP
 PU2476  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 PU2476
 PU2476  VERT ORDER      -  FIRST     CLASS II
 PU2476
 PU2476.The horizontal coordinates were scaled from a map and have
 PU2476.an estimated accuracy of +/- 6 seconds.
 PU2476
 PU2476.The orthometric height was determined by differential leveling and
 PU2476.adjusted by the NATIONAL GEODETIC SURVEY
 PU2476.in September 1993.
 PU2476
 PU2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2476.GEOID18 height accuracy estimate available here.
 PU2476
 PU2476.Click photographs - Photos may exist for this station.
 PU2476
 PU2476.The dynamic height is computed by dividing the NAVD 88
 PU2476.geopotential number by the normal gravity value computed on the
 PU2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2476.degrees latitude (g = 980.6199 gals.).
 PU2476
 PU2476.The modeled gravity was interpolated from observed gravity values.
 PU2476
 PU2476;                    North         East    Units  Estimated Accuracy
 PU2476;SPC SD S     -   194,850.      432,880.      MT  (+/- 180 meters Scaled)
 PU2476
 PU2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ066826(NAD 83)
 PU2476
 PU2476                          SUPERSEDED SURVEY CONTROL
 PU2476
 PU2476.No superseded survey control is available for this station.
 PU2476
 PU2476_MARKER: DD = SURVEY DISK
 PU2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2476_STAMPING: 90-99.64
 PU2476_MARK LOGO: SDDT
 PU2476_PROJECTION: FLUSH
 PU2476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2476+STABILITY: SURFACE MOTION
 PU2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2476+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2012
 PU2476
 PU2476  HISTORY     - Date     Condition        Report By
 PU2476  HISTORY     - UNK      MONUMENTED       SDDT
 PU2476  HISTORY     - 19910715 GOOD             NGS
 PU2476  HISTORY     - 20120709 GOOD             INDIV
 PU2476
 PU2476                          STATION DESCRIPTION
 PU2476
 PU2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2476'18.2 KM (11.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2476'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 40.2 M (131.9 FT)
 PU2476'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.7 M
 PU2476'(5.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF
 PU2476'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2476
 PU2476                          STATION RECOVERY (2012)
 PU2476
 PU2476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2475 ***********************************************************************
 PU2475  DESIGNATION -  I90 100.48
 PU2475  PID         -  PU2475
 PU2475  STATE/COUNTY-  SD/PENNINGTON
 PU2475  COUNTRY     -  US
 PU2475  USGS QUAD   -  WASTA (2017)
 PU2475
 PU2475                         *CURRENT SURVEY CONTROL
 PU2475  ______________________________________________________________________
 PU2475* NAD 83(1986) POSITION- 44 04 05.     (N) 102 24 10.     (W)   SCALED
 PU2475* NAVD 88 ORTHO HEIGHT -   712.871 (meters)     2338.81  (feet) ADJUSTED
 PU2475  ______________________________________________________________________
 PU2475  GEOID HEIGHT    -        -18.599 (meters)                     GEOID18
 PU2475  DYNAMIC HEIGHT  -        712.677 (meters)     2338.17  (feet) COMP
 PU2475  MODELED GRAVITY -    980,323.9   (mgal)                       NAVD 88
 PU2475
 PU2475  VERT ORDER      -  FIRST     CLASS II
 PU2475
 PU2475.The horizontal coordinates were scaled from a map and have
 PU2475.an estimated accuracy of +/- 6 seconds.
 PU2475
 PU2475.The orthometric height was determined by differential leveling and
 PU2475.adjusted by the NATIONAL GEODETIC SURVEY
 PU2475.in September 1993.
 PU2475
 PU2475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2475.GEOID18 height accuracy estimate available here.
 PU2475
 PU2475.Click photographs - Photos may exist for this station.
 PU2475
 PU2475.The dynamic height is computed by dividing the NAVD 88
 PU2475.geopotential number by the normal gravity value computed on the
 PU2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2475.degrees latitude (g = 980.6199 gals.).
 PU2475
 PU2475.The modeled gravity was interpolated from observed gravity values.
 PU2475
 PU2475;                    North         East    Units  Estimated Accuracy
 PU2475;SPC SD S     -   194,780.      434,240.      MT  (+/- 180 meters Scaled)
 PU2475
 PU2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ079827(NAD 83)
 PU2475
 PU2475                          SUPERSEDED SURVEY CONTROL
 PU2475
 PU2475.No superseded survey control is available for this station.
 PU2475
 PU2475_MARKER: DD = SURVEY DISK
 PU2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2475_STAMPING: 90-100.48
 PU2475_MARK LOGO: SDDT
 PU2475_PROJECTION: FLUSH
 PU2475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2475+STABILITY: SURFACE MOTION
 PU2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2475+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 PU2475
 PU2475  HISTORY     - Date     Condition        Report By
 PU2475  HISTORY     - UNK      MONUMENTED       SDDT
 PU2475  HISTORY     - 19910715 GOOD             NGS
 PU2475  HISTORY     - 20120628 GOOD             INDIV
 PU2475
 PU2475                          STATION DESCRIPTION
 PU2475
 PU2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2475'16.8 KM (10.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2475'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 PU2475'3 BRACED FENCE POSTS, 31.9 M (104.7 FT) NORTH OF THE CENTERLINE OF
 PU2475'THE WESTBOUND LANES OF THE HIGHWAY, 15.9 M (52.2 FT) NORTHWEST OF THE
 PU2475'NORTH LEG OF A HIGHWAY INFORMATION SIGN, 0.6 M (2.0 FT) SOUTH OF A
 PU2475'FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 PU2475'FLUSH WITH THE GROUND SURFACE.
 PU2475
 PU2475                          STATION RECOVERY (2012)
 PU2475
 PU2475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2474 ***********************************************************************
 PU2474  DESIGNATION -  I90 101.2
 PU2474  PID         -  PU2474
 PU2474  STATE/COUNTY-  SD/PENNINGTON
 PU2474  COUNTRY     -  US
 PU2474  USGS QUAD   -  WASTA (2017)
 PU2474
 PU2474                         *CURRENT SURVEY CONTROL
 PU2474  ______________________________________________________________________
 PU2474* NAD 83(1986) POSITION- 44 04 00.80   (N) 102 23 12.93   (W)   HD_HELD1
 PU2474* NAVD 88 ORTHO HEIGHT -   713.293 (meters)     2340.20  (feet) ADJUSTED
 PU2474  ______________________________________________________________________
 PU2474  GEOID HEIGHT    -        -18.637 (meters)                     GEOID18
 PU2474  DYNAMIC HEIGHT  -        713.099 (meters)     2339.56  (feet) COMP
 PU2474  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 PU2474
 PU2474  VERT ORDER      -  FIRST     CLASS II
 PU2474
 PU2474.The horizontal coordinates were determined by differentially corrected
 PU2474.hand held GPS observations or other comparable positioning techniques
 PU2474.and have an estimated accuracy of +/- 3 meters.
 PU2474
 PU2474.The orthometric height was determined by differential leveling and
 PU2474.adjusted by the NATIONAL GEODETIC SURVEY
 PU2474.in September 1993.
 PU2474
 PU2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2474.GEOID18 height accuracy estimate available here.
 PU2474
 PU2474.Click photographs - Photos may exist for this station.
 PU2474
 PU2474.The dynamic height is computed by dividing the NAVD 88
 PU2474.geopotential number by the normal gravity value computed on the
 PU2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2474.degrees latitude (g = 980.6199 gals.).
 PU2474
 PU2474.The modeled gravity was interpolated from observed gravity values.
 PU2474
 PU2474;                    North         East    Units  Estimated Accuracy
 PU2474;SPC SD S     -   194,620.4     435,501.4     MT  (+/- 3 meters HH1 GPS) 
 PU2474
 PU2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0926782622(NAD 83)
 PU2474
 PU2474                          SUPERSEDED SURVEY CONTROL
 PU2474
 PU2474.No superseded survey control is available for this station.
 PU2474
 PU2474_MARKER: P = PIPE CAP
 PU2474_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2474_MARK LOGO: NONE
 PU2474_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2474_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2474+STABILITY: POSITION/ELEVATION WELL
 PU2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2474+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 PU2474_ROD/PIPE-DEPTH: 12.8 meters
 PU2474_SLEEVE-DEPTH  : 3.0 meters
 PU2474
 PU2474  HISTORY     - Date     Condition        Report By
 PU2474  HISTORY     - 1982     MONUMENTED       SDDT
 PU2474  HISTORY     - 19910715 GOOD             NGS
 PU2474  HISTORY     - 20120628 GOOD             INDIV
 PU2474
 PU2474                          STATION DESCRIPTION
 PU2474
 PU2474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2474'15.6 KM (9.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2474'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 46.7 M (153.2 FT)
 PU2474'EAST OF THE SOUTHEAST CORNER OF OVERPASS NUMBER 52-830-310 (EXIT
 PU2474'101), 35.3 M (115.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 PU2474'LANES OF THE HIGHWAY, 29.1 M (95.5 FT) SOUTHWEST OF A FENCE CORNER,
 PU2474'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT)
 PU2474'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 PU2474'A 4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 PU2474
 PU2474                          STATION RECOVERY (2012)
 PU2474
 PU2474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2474'CONCRETE CASE IS LOOSE, CAP IS CRACKED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2473 ***********************************************************************
 PU2473  DESIGNATION -  I90 102.10
 PU2473  PID         -  PU2473
 PU2473  STATE/COUNTY-  SD/PENNINGTON
 PU2473  COUNTRY     -  US
 PU2473  USGS QUAD   -  WASTA SE (2017)
 PU2473
 PU2473                         *CURRENT SURVEY CONTROL
 PU2473  ______________________________________________________________________
 PU2473* NAD 83(1986) POSITION- 44 03 51.     (N) 102 22 19.     (W)   SCALED
 PU2473* NAVD 88 ORTHO HEIGHT -   720.202 (meters)     2362.86  (feet) ADJUSTED
 PU2473  ______________________________________________________________________
 PU2473  GEOID HEIGHT    -        -18.669 (meters)                     GEOID18
 PU2473  DYNAMIC HEIGHT  -        720.006 (meters)     2362.22  (feet) COMP
 PU2473  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 PU2473
 PU2473  VERT ORDER      -  FIRST     CLASS II
 PU2473
 PU2473.The horizontal coordinates were scaled from a map and have
 PU2473.an estimated accuracy of +/- 6 seconds.
 PU2473
 PU2473.The orthometric height was determined by differential leveling and
 PU2473.adjusted by the NATIONAL GEODETIC SURVEY
 PU2473.in September 1993.
 PU2473
 PU2473.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2473.GEOID18 height accuracy estimate available here.
 PU2473
 PU2473.Click photographs - Photos may exist for this station.
 PU2473
 PU2473.The dynamic height is computed by dividing the NAVD 88
 PU2473.geopotential number by the normal gravity value computed on the
 PU2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2473.degrees latitude (g = 980.6199 gals.).
 PU2473
 PU2473.The modeled gravity was interpolated from observed gravity values.
 PU2473
 PU2473;                    North         East    Units  Estimated Accuracy
 PU2473;SPC SD S     -   194,290.      436,690.      MT  (+/- 180 meters Scaled)
 PU2473
 PU2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ104823(NAD 83)
 PU2473
 PU2473                          SUPERSEDED SURVEY CONTROL
 PU2473
 PU2473.No superseded survey control is available for this station.
 PU2473
 PU2473_MARKER: DD = SURVEY DISK
 PU2473_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2473_STAMPING: 90-102.10 2361.66 1970
 PU2473_MARK LOGO: SDDT
 PU2473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2473+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 PU2473
 PU2473  HISTORY     - Date     Condition        Report By
 PU2473  HISTORY     - 1970     MONUMENTED       SDDT
 PU2473  HISTORY     - 19910715 GOOD             NGS
 PU2473  HISTORY     - 20120628 GOOD             INDIV
 PU2473
 PU2473                          STATION DESCRIPTION
 PU2473
 PU2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2473'14.2 KM (8.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2473'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 97.5 M (319.9 FT)
 PU2473'NORTHWEST OF A BRACED FENCE POST, 86.1 M (282.5 FT) SOUTHEAST OF A
 PU2473'FENCE CORNER, 41.8 M (137.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PU2473'EASTBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHEAST OF A FENCE,
 PU2473'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PU2473'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 PU2473'ABOVE THE GROUND SURFACE.
 PU2473
 PU2473                          STATION RECOVERY (2012)
 PU2473
 PU2473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2472 ***********************************************************************
 PU2472  DESIGNATION -  I90 102.98
 PU2472  PID         -  PU2472
 PU2472  STATE/COUNTY-  SD/PENNINGTON
 PU2472  COUNTRY     -  US
 PU2472  USGS QUAD   -  WASTA SE (2017)
 PU2472
 PU2472                         *CURRENT SURVEY CONTROL
 PU2472  ______________________________________________________________________
 PU2472* NAD 83(1986) POSITION- 44 03 08.     (N) 102 21 51.     (W)   SCALED
 PU2472* NAVD 88 ORTHO HEIGHT -   724.219 (meters)     2376.04  (feet) ADJUSTED
 PU2472  ______________________________________________________________________
 PU2472  GEOID HEIGHT    -        -18.677 (meters)                     GEOID18
 PU2472  DYNAMIC HEIGHT  -        724.010 (meters)     2375.36  (feet) COMP
 PU2472  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 PU2472
 PU2472  VERT ORDER      -  FIRST     CLASS II
 PU2472
 PU2472.The horizontal coordinates were scaled from a map and have
 PU2472.an estimated accuracy of +/- 6 seconds.
 PU2472
 PU2472.The orthometric height was determined by differential leveling and
 PU2472.adjusted by the NATIONAL GEODETIC SURVEY
 PU2472.in September 1993.
 PU2472
 PU2472.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2472.GEOID18 height accuracy estimate available here.
 PU2472
 PU2472.Click photographs - Photos may exist for this station.
 PU2472
 PU2472.The dynamic height is computed by dividing the NAVD 88
 PU2472.geopotential number by the normal gravity value computed on the
 PU2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2472.degrees latitude (g = 980.6199 gals.).
 PU2472
 PU2472.The modeled gravity was interpolated from observed gravity values.
 PU2472
 PU2472;                    North         East    Units  Estimated Accuracy
 PU2472;SPC SD S     -   192,950.      437,280.      MT  (+/- 180 meters Scaled)
 PU2472
 PU2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ111810(NAD 83)
 PU2472
 PU2472                          SUPERSEDED SURVEY CONTROL
 PU2472
 PU2472.No superseded survey control is available for this station.
 PU2472
 PU2472_MARKER: DD = SURVEY DISK
 PU2472_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2472_STAMPING: 90-102.98 2374.81 1970
 PU2472_MARK LOGO: SDDT
 PU2472_PROJECTION: FLUSH
 PU2472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2472+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2472
 PU2472  HISTORY     - Date     Condition        Report By
 PU2472  HISTORY     - 1970     MONUMENTED       SDDT
 PU2472  HISTORY     - 19910715 GOOD             NGS
 PU2472  HISTORY     - 20120627 GOOD             INDIV
 PU2472
 PU2472                          STATION DESCRIPTION
 PU2472
 PU2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2472'12.7 KM (7.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2472'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE SOUTHEAST
 PU2472'END OF 3 BRACED FENCE POSTS, 44.5 M (146.0 FT) SOUTHWEST OF THE
 PU2472'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 8.2 M (26.9 FT)
 PU2472'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.0 M (6.6 FT)
 PU2472'BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) NORTHEAST OF A FENCE,
 PU2472'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 PU2472'WITH THE GROUND SURFACE.
 PU2472
 PU2472                          STATION RECOVERY (2012)
 PU2472
 PU2472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2471 ***********************************************************************
 PU2471  DESIGNATION -  I90 103.93
 PU2471  PID         -  PU2471
 PU2471  STATE/COUNTY-  SD/PENNINGTON
 PU2471  COUNTRY     -  US
 PU2471  USGS QUAD   -  WASTA SE (2017)
 PU2471
 PU2471                         *CURRENT SURVEY CONTROL
 PU2471  ______________________________________________________________________
 PU2471* NAD 83(1986) POSITION- 44 02 30.     (N) 102 21 09.     (W)   SCALED
 PU2471* NAVD 88 ORTHO HEIGHT -   736.859 (meters)     2417.51  (feet) ADJUSTED
 PU2471  ______________________________________________________________________
 PU2471  GEOID HEIGHT    -        -18.698 (meters)                     GEOID18
 PU2471  DYNAMIC HEIGHT  -        736.638 (meters)     2416.79  (feet) COMP
 PU2471  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 PU2471
 PU2471  VERT ORDER      -  FIRST     CLASS II
 PU2471
 PU2471.The horizontal coordinates were scaled from a map and have
 PU2471.an estimated accuracy of +/- 6 seconds.
 PU2471
 PU2471.The orthometric height was determined by differential leveling and
 PU2471.adjusted by the NATIONAL GEODETIC SURVEY
 PU2471.in September 1993.
 PU2471
 PU2471.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2471.GEOID18 height accuracy estimate available here.
 PU2471
 PU2471.Click photographs - Photos may exist for this station.
 PU2471
 PU2471.The dynamic height is computed by dividing the NAVD 88
 PU2471.geopotential number by the normal gravity value computed on the
 PU2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2471.degrees latitude (g = 980.6199 gals.).
 PU2471
 PU2471.The modeled gravity was interpolated from observed gravity values.
 PU2471
 PU2471;                    North         East    Units  Estimated Accuracy
 PU2471;SPC SD S     -   191,750.      438,190.      MT  (+/- 180 meters Scaled)
 PU2471
 PU2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ121799(NAD 83)
 PU2471
 PU2471                          SUPERSEDED SURVEY CONTROL
 PU2471
 PU2471.No superseded survey control is available for this station.
 PU2471
 PU2471_MARKER: DD = SURVEY DISK
 PU2471_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2471_STAMPING: 90-103.93 2416.16 1970
 PU2471_MARK LOGO: SDDT
 PU2471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2471+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 PU2471
 PU2471  HISTORY     - Date     Condition        Report By
 PU2471  HISTORY     - 1970     MONUMENTED       SDDT
 PU2471  HISTORY     - 19910715 GOOD             NGS
 PU2471  HISTORY     - 20120628 GOOD             INDIV
 PU2471
 PU2471                          STATION DESCRIPTION
 PU2471
 PU2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2471'11.2 KM (6.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2471'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 34.9 M (114.5 FT)
 PU2471'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PU2471'0.9 M (3.0 FT) NORTH OF A BRACED FENCE POST, 0.6 M (2.0 FT) BELOW THE
 PU2471'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND
 PU2471'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 PU2471
 PU2471                          STATION RECOVERY (2012)
 PU2471
 PU2471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2469 ***********************************************************************
 PU2469  DESIGNATION -  I90 104.64
 PU2469  PID         -  PU2469
 PU2469  STATE/COUNTY-  SD/PENNINGTON
 PU2469  COUNTRY     -  US
 PU2469  USGS QUAD   -  WASTA SE (2017)
 PU2469
 PU2469                         *CURRENT SURVEY CONTROL
 PU2469  ______________________________________________________________________
 PU2469* NAD 83(1986) POSITION- 44 02 03.     (N) 102 20 32.     (W)   SCALED
 PU2469* NAVD 88 ORTHO HEIGHT -   758.027 (meters)     2486.96  (feet) ADJUSTED
 PU2469  ______________________________________________________________________
 PU2469  GEOID HEIGHT    -        -18.722 (meters)                     GEOID18
 PU2469  DYNAMIC HEIGHT  -        757.798 (meters)     2486.21  (feet) COMP
 PU2469  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 PU2469
 PU2469  VERT ORDER      -  FIRST     CLASS II
 PU2469
 PU2469.The horizontal coordinates were scaled from a map and have
 PU2469.an estimated accuracy of +/- 6 seconds.
 PU2469
 PU2469.The orthometric height was determined by differential leveling and
 PU2469.adjusted by the NATIONAL GEODETIC SURVEY
 PU2469.in September 1993.
 PU2469
 PU2469.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2469.GEOID18 height accuracy estimate available here.
 PU2469
 PU2469.Click photographs - Photos may exist for this station.
 PU2469
 PU2469.The dynamic height is computed by dividing the NAVD 88
 PU2469.geopotential number by the normal gravity value computed on the
 PU2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2469.degrees latitude (g = 980.6199 gals.).
 PU2469
 PU2469.The modeled gravity was interpolated from observed gravity values.
 PU2469
 PU2469;                    North         East    Units  Estimated Accuracy
 PU2469;SPC SD S     -   190,900.      438,990.      MT  (+/- 180 meters Scaled)
 PU2469
 PU2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ129791(NAD 83)
 PU2469
 PU2469                          SUPERSEDED SURVEY CONTROL
 PU2469
 PU2469.No superseded survey control is available for this station.
 PU2469
 PU2469_MARKER: DB = BENCH MARK DISK
 PU2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2469_STAMPING: 90-104.64
 PU2469_MARK LOGO: SDDT
 PU2469_PROJECTION: FLUSH
 PU2469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2469+STABILITY: SURFACE MOTION
 PU2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2469+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2469
 PU2469  HISTORY     - Date     Condition        Report By
 PU2469  HISTORY     - UNK      MONUMENTED       SDDT
 PU2469  HISTORY     - 19910715 GOOD             NGS
 PU2469  HISTORY     - 20120627 GOOD             INDIV
 PU2469
 PU2469                          STATION DESCRIPTION
 PU2469
 PU2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2469'10.1 KM (6.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2469'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 104.0 M (341.2 FT)
 PU2469'SOUTHEAST OF THE NORTHEAST END OF A PIPE CULVERT, 46.3 M (151.9 FT)
 PU2469'SOUTHWEST OF A FENCE, 26.2 M (86.0 FT) NORTHEAST OF THE CENTERLINE OF
 PU2469'THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 PU2469'THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 PU2469'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2469
 PU2469                          STATION RECOVERY (2012)
 PU2469
 PU2469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2468 ***********************************************************************
 PU2468  DESIGNATION -  I90 105.32
 PU2468  PID         -  PU2468
 PU2468  STATE/COUNTY-  SD/PENNINGTON
 PU2468  COUNTRY     -  US
 PU2468  USGS QUAD   -  WASTA SE (2017)
 PU2468
 PU2468                         *CURRENT SURVEY CONTROL
 PU2468  ______________________________________________________________________
 PU2468* NAD 83(1986) POSITION- 44 01 54.     (N) 102 19 48.     (W)   SCALED
 PU2468* NAVD 88 ORTHO HEIGHT -   794.697 (meters)     2607.27  (feet) ADJUSTED
 PU2468  ______________________________________________________________________
 PU2468  GEOID HEIGHT    -        -18.753 (meters)                     GEOID18
 PU2468  DYNAMIC HEIGHT  -        794.456 (meters)     2606.48  (feet) COMP
 PU2468  MODELED GRAVITY -    980,288.8   (mgal)                       NAVD 88
 PU2468
 PU2468  VERT ORDER      -  FIRST     CLASS II
 PU2468
 PU2468.The horizontal coordinates were scaled from a map and have
 PU2468.an estimated accuracy of +/- 6 seconds.
 PU2468
 PU2468.The orthometric height was determined by differential leveling and
 PU2468.adjusted by the NATIONAL GEODETIC SURVEY
 PU2468.in September 1993.
 PU2468
 PU2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2468.GEOID18 height accuracy estimate available here.
 PU2468
 PU2468.Click photographs - Photos may exist for this station.
 PU2468
 PU2468.The dynamic height is computed by dividing the NAVD 88
 PU2468.geopotential number by the normal gravity value computed on the
 PU2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2468.degrees latitude (g = 980.6199 gals.).
 PU2468
 PU2468.The modeled gravity was interpolated from observed gravity values.
 PU2468
 PU2468;                    North         East    Units  Estimated Accuracy
 PU2468;SPC SD S     -   190,600.      439,970.      MT  (+/- 180 meters Scaled)
 PU2468
 PU2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ139788(NAD 83)
 PU2468
 PU2468                          SUPERSEDED SURVEY CONTROL
 PU2468
 PU2468.No superseded survey control is available for this station.
 PU2468
 PU2468_MARKER: DB = BENCH MARK DISK
 PU2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2468_STAMPING: 90-105.32
 PU2468_MARK LOGO: SDDT
 PU2468_PROJECTION: FLUSH
 PU2468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2468+STABILITY: SURFACE MOTION
 PU2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2468+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2468
 PU2468  HISTORY     - Date     Condition        Report By
 PU2468  HISTORY     - UNK      MONUMENTED       SDDT
 PU2468  HISTORY     - 19910715 GOOD             NGS
 PU2468  HISTORY     - 20120627 GOOD             INDIV
 PU2468
 PU2468                          STATION DESCRIPTION
 PU2468
 PU2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2468'9.1 KM (5.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2468'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 50.4 M (165.4 FT)
 PU2468'NORTHEAST OF THE EAST END OF A CABLE GUARDRAIL, 42.0 M (137.8 FT)
 PU2468'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 30.5 M
 PU2468'(100.1 FT) WEST OF 2 BRACED FENCE POSTS, 3.1 M (10.2 FT) SOUTH OF A
 PU2468'FENCE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW
 PU2468'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2468'SURFACE.
 PU2468
 PU2468                          STATION RECOVERY (2012)
 PU2468
 PU2468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2467 ***********************************************************************
 PU2467  DESIGNATION -  I90 105.67
 PU2467  PID         -  PU2467
 PU2467  STATE/COUNTY-  SD/PENNINGTON
 PU2467  COUNTRY     -  US
 PU2467  USGS QUAD   -  WASTA SE (2017)
 PU2467
 PU2467                         *CURRENT SURVEY CONTROL
 PU2467  ______________________________________________________________________
 PU2467* NAD 83(1986) POSITION- 44 01 44.     (N) 102 19 26.     (W)   SCALED
 PU2467* NAVD 88 ORTHO HEIGHT -   821.684 (meters)     2695.81  (feet) ADJUSTED
 PU2467  ______________________________________________________________________
 PU2467  GEOID HEIGHT    -        -18.768 (meters)                     GEOID18
 PU2467  DYNAMIC HEIGHT  -        821.435 (meters)     2694.99  (feet) COMP
 PU2467  MODELED GRAVITY -    980,287.8   (mgal)                       NAVD 88
 PU2467
 PU2467  VERT ORDER      -  FIRST     CLASS II
 PU2467
 PU2467.The horizontal coordinates were scaled from a map and have
 PU2467.an estimated accuracy of +/- 6 seconds.
 PU2467
 PU2467.The orthometric height was determined by differential leveling and
 PU2467.adjusted by the NATIONAL GEODETIC SURVEY
 PU2467.in September 1993.
 PU2467
 PU2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2467.GEOID18 height accuracy estimate available here.
 PU2467
 PU2467.Click photographs - Photos may exist for this station.
 PU2467
 PU2467.The dynamic height is computed by dividing the NAVD 88
 PU2467.geopotential number by the normal gravity value computed on the
 PU2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2467.degrees latitude (g = 980.6199 gals.).
 PU2467
 PU2467.The modeled gravity was interpolated from observed gravity values.
 PU2467
 PU2467;                    North         East    Units  Estimated Accuracy
 PU2467;SPC SD S     -   190,280.      440,450.      MT  (+/- 180 meters Scaled)
 PU2467
 PU2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ144785(NAD 83)
 PU2467
 PU2467                          SUPERSEDED SURVEY CONTROL
 PU2467
 PU2467.No superseded survey control is available for this station.
 PU2467
 PU2467_MARKER: DB = BENCH MARK DISK
 PU2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2467_STAMPING: 90-105.67
 PU2467_MARK LOGO: SDDT
 PU2467_PROJECTION: FLUSH
 PU2467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2467+STABILITY: SURFACE MOTION
 PU2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2467+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2467
 PU2467  HISTORY     - Date     Condition        Report By
 PU2467  HISTORY     - UNK      MONUMENTED       SDDT
 PU2467  HISTORY     - 19910715 GOOD             NGS
 PU2467  HISTORY     - 20120627 GOOD             INDIV
 PU2467
 PU2467                          STATION DESCRIPTION
 PU2467
 PU2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2467'8.5 KM (5.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2467'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 PU2467'3 BRACED FENCE POSTS, 24.0 M (78.7 FT) NORTHEAST OF THE CENTERLINE OF
 PU2467'THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 PU2467'THE HIGHWAY, 0.9 M (3.0 FT) SOUTHWEST OF A FENCE, 0.4 M (1.3 FT)
 PU2467'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PU2467'GROUND SURFACE.
 PU2467
 PU2467                          STATION RECOVERY (2012)
 PU2467
 PU2467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2466 ***********************************************************************
 PU2466  DESIGNATION -  I90 105.95
 PU2466  PID         -  PU2466
 PU2466  STATE/COUNTY-  SD/PENNINGTON
 PU2466  COUNTRY     -  US
 PU2466  USGS QUAD   -  WASTA SE (2017)
 PU2466
 PU2466                         *CURRENT SURVEY CONTROL
 PU2466  ______________________________________________________________________
 PU2466* NAD 83(1986) POSITION- 44 01 36.     (N) 102 19 10.     (W)   SCALED
 PU2466* NAVD 88 ORTHO HEIGHT -   834.224 (meters)     2736.95  (feet) ADJUSTED
 PU2466  ______________________________________________________________________
 PU2466  GEOID HEIGHT    -        -18.779 (meters)                     GEOID18
 PU2466  DYNAMIC HEIGHT  -        833.971 (meters)     2736.12  (feet) COMP
 PU2466  MODELED GRAVITY -    980,287.2   (mgal)                       NAVD 88
 PU2466
 PU2466  VERT ORDER      -  FIRST     CLASS II
 PU2466
 PU2466.The horizontal coordinates were scaled from a map and have
 PU2466.an estimated accuracy of +/- 6 seconds.
 PU2466
 PU2466.The orthometric height was determined by differential leveling and
 PU2466.adjusted by the NATIONAL GEODETIC SURVEY
 PU2466.in September 1993.
 PU2466
 PU2466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2466.GEOID18 height accuracy estimate available here.
 PU2466
 PU2466.Click photographs - Photos may exist for this station.
 PU2466
 PU2466.The dynamic height is computed by dividing the NAVD 88
 PU2466.geopotential number by the normal gravity value computed on the
 PU2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2466.degrees latitude (g = 980.6199 gals.).
 PU2466
 PU2466.The modeled gravity was interpolated from observed gravity values.
 PU2466
 PU2466;                    North         East    Units  Estimated Accuracy
 PU2466;SPC SD S     -   190,020.      440,800.      MT  (+/- 180 meters Scaled)
 PU2466
 PU2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ148783(NAD 83)
 PU2466
 PU2466                          SUPERSEDED SURVEY CONTROL
 PU2466
 PU2466.No superseded survey control is available for this station.
 PU2466
 PU2466_MARKER: DB = BENCH MARK DISK
 PU2466_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2466_STAMPING: 90-105.95 2735.66 1970
 PU2466_MARK LOGO: SDDT
 PU2466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2466+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2466
 PU2466  HISTORY     - Date     Condition        Report By
 PU2466  HISTORY     - 1970     MONUMENTED       SDDT
 PU2466  HISTORY     - 19910715 GOOD             NGS
 PU2466  HISTORY     - 20120627 GOOD             INDIV
 PU2466
 PU2466                          STATION DESCRIPTION
 PU2466
 PU2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2466'8.0 KM (4.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2466'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 84.2 M (276.2 FT)
 PU2466'NORTHWEST OF MILE POST 106, 43.4 M (142.4 FT) SOUTHEAST OF A FENCE
 PU2466'CORNER, 40.3 M (132.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 PU2466'WESTBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE,
 PU2466'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PU2466'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU2466'ABOVE THE GROUND SURFACE.
 PU2466
 PU2466                          STATION RECOVERY (2012)
 PU2466
 PU2466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2465 ***********************************************************************
 PU2465  DESIGNATION -  I90 106.50
 PU2465  PID         -  PU2465
 PU2465  STATE/COUNTY-  SD/PENNINGTON
 PU2465  COUNTRY     -  US
 PU2465  USGS QUAD   -  WASTA SE (2017)
 PU2465
 PU2465                         *CURRENT SURVEY CONTROL
 PU2465  ______________________________________________________________________
 PU2465* NAD 83(1986) POSITION- 44 01 27.     (N) 102 18 41.     (W)   SCALED
 PU2465* NAVD 88 ORTHO HEIGHT -   841.243 (meters)     2759.98  (feet) ADJUSTED
 PU2465  ______________________________________________________________________
 PU2465  GEOID HEIGHT    -        -18.799 (meters)                     GEOID18
 PU2465  DYNAMIC HEIGHT  -        840.988 (meters)     2759.14  (feet) COMP
 PU2465  MODELED GRAVITY -    980,286.8   (mgal)                       NAVD 88
 PU2465
 PU2465  VERT ORDER      -  FIRST     CLASS II
 PU2465
 PU2465.The horizontal coordinates were scaled from a map and have
 PU2465.an estimated accuracy of +/- 6 seconds.
 PU2465
 PU2465.The orthometric height was determined by differential leveling and
 PU2465.adjusted by the NATIONAL GEODETIC SURVEY
 PU2465.in September 1993.
 PU2465
 PU2465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2465.GEOID18 height accuracy estimate available here.
 PU2465
 PU2465.Click photographs - Photos may exist for this station.
 PU2465
 PU2465.The dynamic height is computed by dividing the NAVD 88
 PU2465.geopotential number by the normal gravity value computed on the
 PU2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2465.degrees latitude (g = 980.6199 gals.).
 PU2465
 PU2465.The modeled gravity was interpolated from observed gravity values.
 PU2465
 PU2465;                    North         East    Units  Estimated Accuracy
 PU2465;SPC SD S     -   189,730.      441,440.      MT  (+/- 180 meters Scaled)
 PU2465
 PU2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ154780(NAD 83)
 PU2465
 PU2465                          SUPERSEDED SURVEY CONTROL
 PU2465
 PU2465.No superseded survey control is available for this station.
 PU2465
 PU2465_MARKER: DB = BENCH MARK DISK
 PU2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2465_STAMPING: 90-106.50
 PU2465_MARK LOGO: SDDT
 PU2465_PROJECTION: FLUSH
 PU2465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2465+STABILITY: SURFACE MOTION
 PU2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2465+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2465
 PU2465  HISTORY     - Date     Condition        Report By
 PU2465  HISTORY     - UNK      MONUMENTED       SDDT
 PU2465  HISTORY     - 19910715 GOOD             NGS
 PU2465  HISTORY     - 20120627 GOOD             INDIV
 PU2465
 PU2465                          STATION DESCRIPTION
 PU2465
 PU2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2465'7.3 KM (4.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2465'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 50.9 M (167.0 FT)
 PU2465'EAST OF A FENCE CORNER, 45.0 M (147.6 FT) NORTH OF AND LEVEL WITH THE
 PU2465'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT)
 PU2465'SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 PU2465'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2465
 PU2465                          STATION RECOVERY (2012)
 PU2465
 PU2465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2464 ***********************************************************************
 PU2464  DESIGNATION -  I90 106.95
 PU2464  PID         -  PU2464
 PU2464  STATE/COUNTY-  SD/PENNINGTON
 PU2464  COUNTRY     -  US
 PU2464  USGS QUAD   -  WASTA SE (2017)
 PU2464
 PU2464                         *CURRENT SURVEY CONTROL
 PU2464  ______________________________________________________________________
 PU2464* NAD 83(1986) POSITION- 44 01 22.     (N) 102 18 08.     (W)   SCALED
 PU2464* NAVD 88 ORTHO HEIGHT -   857.696 (meters)     2813.96  (feet) ADJUSTED
 PU2464  ______________________________________________________________________
 PU2464  GEOID HEIGHT    -        -18.823 (meters)                     GEOID18
 PU2464  DYNAMIC HEIGHT  -        857.436 (meters)     2813.10  (feet) COMP
 PU2464  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 PU2464
 PU2464  VERT ORDER      -  FIRST     CLASS II
 PU2464
 PU2464.The horizontal coordinates were scaled from a map and have
 PU2464.an estimated accuracy of +/- 6 seconds.
 PU2464
 PU2464.The orthometric height was determined by differential leveling and
 PU2464.adjusted by the NATIONAL GEODETIC SURVEY
 PU2464.in September 1993.
 PU2464
 PU2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2464.GEOID18 height accuracy estimate available here.
 PU2464
 PU2464.Click photographs - Photos may exist for this station.
 PU2464
 PU2464.The dynamic height is computed by dividing the NAVD 88
 PU2464.geopotential number by the normal gravity value computed on the
 PU2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2464.degrees latitude (g = 980.6199 gals.).
 PU2464
 PU2464.The modeled gravity was interpolated from observed gravity values.
 PU2464
 PU2464;                    North         East    Units  Estimated Accuracy
 PU2464;SPC SD S     -   189,560.      442,170.      MT  (+/- 180 meters Scaled)
 PU2464
 PU2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ162779(NAD 83)
 PU2464
 PU2464                          SUPERSEDED SURVEY CONTROL
 PU2464
 PU2464.No superseded survey control is available for this station.
 PU2464
 PU2464_MARKER: DB = BENCH MARK DISK
 PU2464_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2464_STAMPING: 90-106.95 2812.75 1970
 PU2464_MARK LOGO: SDDT
 PU2464_PROJECTION: FLUSH
 PU2464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2464+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2464
 PU2464  HISTORY     - Date     Condition        Report By
 PU2464  HISTORY     - 1970     MONUMENTED       SDDT
 PU2464  HISTORY     - 19910715 GOOD             NGS
 PU2464  HISTORY     - 20120627 GOOD             INDIV
 PU2464
 PU2464                          STATION DESCRIPTION
 PU2464
 PU2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2464'6.6 KM (4.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2464'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 75.9 M (249.0 FT)
 PU2464'NORTHWEST OF MILE POST 107, 58.8 M (192.9 FT) NORTH OF AND LEVEL WITH
 PU2464'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 32.9 M (107.9
 PU2464'FT) WEST OF A BRACED FENCE POST, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.3
 PU2464'M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 PU2464'THE GROUND SURFACE.
 PU2464
 PU2464                          STATION RECOVERY (2012)
 PU2464
 PU2464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2463 ***********************************************************************
 PU2463  FBN         -  This is a Federal Base Network Control Station.
 PU2463  DESIGNATION -  I90 107.9
 PU2463  PID         -  PU2463
 PU2463  STATE/COUNTY-  SD/PENNINGTON
 PU2463  COUNTRY     -  US
 PU2463  USGS QUAD   -  WASTA SE (2017)
 PU2463
 PU2463                         *CURRENT SURVEY CONTROL
 PU2463  ______________________________________________________________________
 PU2463* NAD 83(2011) POSITION- 44 00 54.65096(N) 102 17 07.00586(W)   ADJUSTED
 PU2463* NAD 83(2011) ELLIP HT-   841.812 (meters)        (06/27/12)   ADJUSTED
 PU2463* NAD 83(2011) EPOCH   -  2010.00
 PU2463* NAVD 88 ORTHO HEIGHT -   860.643 (meters)     2823.63  (feet) ADJUSTED
 PU2463  ______________________________________________________________________
 PU2463  GEOID HEIGHT    -        -18.870 (meters)                     GEOID18
 PU2463  NAD 83(2011) X  -   -977,701.950 (meters)                     COMP
 PU2463  NAD 83(2011) Y  - -4,489,687.681 (meters)                     COMP
 PU2463  NAD 83(2011) Z  -  4,409,889.755 (meters)                     COMP
 PU2463  LAPLACE CORR    -         -7.24  (seconds)                    DEFLEC18
 PU2463  DYNAMIC HEIGHT  -        860.383 (meters)     2822.77  (feet) COMP
 PU2463  MODELED GRAVITY -    980,287.4   (mgal)                       NAVD 88
 PU2463
 PU2463  VERT ORDER      -  FIRST     CLASS II
 PU2463
 PU2463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2463  Standards:
 PU2463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2463  -------------------------------------------------------------------
 PU2463  NETWORK    0.50   1.08           0.23   0.17   0.55     -0.03264043
 PU2463  -------------------------------------------------------------------
 PU2463  Click here for local accuracies and other accuracy information.
 PU2463
 PU2463.The horizontal coordinates were established by GPS observations
 PU2463.and adjusted by the National Geodetic Survey in June 2012.
 PU2463
 PU2463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2463.been affixed to the stable North American tectonic plate. See 
 PU2463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2463
 PU2463.The horizontal coordinates are valid at the epoch date displayed above
 PU2463.which is a decimal equivalence of Year/Month/Day.
 PU2463
 PU2463.The orthometric height was determined by differential leveling and
 PU2463.adjusted by the NATIONAL GEODETIC SURVEY
 PU2463.in September 1993.
 PU2463
 PU2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2463.GEOID18 height accuracy estimate available here.
 PU2463
 PU2463.Click photographs - Photos may exist for this station.
 PU2463
 PU2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2463
 PU2463.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2463
 PU2463.The ellipsoidal height was determined by GPS observations
 PU2463.and is referenced to NAD 83.
 PU2463
 PU2463.The dynamic height is computed by dividing the NAVD 88
 PU2463.geopotential number by the normal gravity value computed on the
 PU2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2463.degrees latitude (g = 980.6199 gals.).
 PU2463
 PU2463.The modeled gravity was interpolated from observed gravity values.
 PU2463
 PU2463. The following values were computed from the NAD 83(2011) position.
 PU2463
 PU2463;                    North         East     Units Scale Factor Converg.
 PU2463;SPC SD S     -   188,680.592   443,506.996   MT  0.99993082   -1 20 47.6
 PU2463;SPC SD S     -   619,029.58  1,455,072.54   sFT  0.99993082   -1 20 47.6
 PU2463;UTM  13      - 4,877,142.247   717,597.724   MT  1.00018238   +1 53 13.4
 PU2463
 PU2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2463!SPC SD S     -   0.99986802  x   0.99993082  =   0.99979885
 PU2463!UTM  13      -   0.99986802  x   1.00018238  =   1.00005037
 PU2463
 PU2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1759777142(NAD 83)
 PU2463
 PU2463                          SUPERSEDED SURVEY CONTROL
 PU2463
 PU2463  NAD 83(2007)-  44 00 54.65086(N)    102 17 07.00698(W) AD(2002.00) 0
 PU2463  ELLIP H (02/10/07)  841.840  (m)                       GP(2002.00)    
 PU2463  ELLIP H (06/23/03)  841.826  (m)                       GP(       ) 3 1
 PU2463  NAD 83(1996)-  44 00 54.65020(N)    102 17 07.00709(W) AD(       ) B
 PU2463  ELLIP H (04/18/97)  841.878  (m)                       GP(       ) 4 1
 PU2463  NAVD 88             860.64   (m)         2823.6    (f) LEVELING    3  
 PU2463
 PU2463.Superseded values are not recommended for survey control.
 PU2463
 PU2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2463.See file dsdata.pdf to determine how the superseded data were derived.
 PU2463
 PU2463_MARKER: P = PIPE CAP
 PU2463_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PU2463_STAMPING: 90-107.9
 PU2463_MARK LOGO: NGS
 PU2463_PROJECTION: FLUSH
 PU2463_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2463+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2011
 PU2463_ROD/PIPE-DEPTH: 6.40 meters
 PU2463_SLEEVE-DEPTH  : 1.80 meters
 PU2463
 PU2463  HISTORY     - Date     Condition        Report By
 PU2463  HISTORY     - 1990     MONUMENTED       SDDT
 PU2463  HISTORY     - 19910715 GOOD             NGS
 PU2463  HISTORY     - 19960924 GOOD             NGS
 PU2463  HISTORY     - 20020514 GOOD             SDDT
 PU2463  HISTORY     - 20110307 GOOD             INDIV
 PU2463
 PU2463                          STATION DESCRIPTION
 PU2463
 PU2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2463'5.0 KM (3.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2463'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 PU2463'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 PU2463'GALVANIZED STEEL PIPE, 0.2 KM (0.10 MI) WEST OF THE NORTHWEST CORNER
 PU2463'OF OVERPASS NUMBER 52-880-346, 133.1 M (436.7 FT) NORTHEAST OF THE
 PU2463'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 34.0 M (111.5 FT)
 PU2463'EAST OF THE CENTER OF A WESTBOUND OFF RAMP (EXIT 107), 17.3 M (56.8
 PU2463'FT) NORTH OF A BRACED FENCE POST, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 PU2463'THE RAMP, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 PU2463'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 PU2463'THROUGH A 4-INCH PVC CAP.
 PU2463
 PU2463                          STATION RECOVERY (1996)
 PU2463
 PU2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2463'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF WALL, ON
 PU2463'INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 PU2463'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE
 PU2463'HIGHWAY 240 (EXIT 110) IN WALL, GO WEST ON INTERSTATE HIGHWAY 90 FOR
 PU2463'3.0 MILES (4.8 KM) TO AN OFF-RAMP (CEDAR BUTTE ROAD EXIT 107), TAKE
 PU2463'THE OFF-RAMP AND GO NORTHWEST FOR 0.25 MI (0.40 KM) TO THE STATION ON
 PU2463'THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 PU2463'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 PU2463'STEEL PIPE.  LOCATED 133.9 M (439.3 FT) NORTHEAST OF THE CENTERLINE OF
 PU2463'THE WESTBOUND HIGHWAY, 35.5 M (116.5 FT) EAST OF THE CENTER OF THE
 PU2463'RAMP, 17.2 M (56.4 FT) NORTH OF THE MOST NORTHERLY OF 3 BRACED FENCE
 PU2463'POSTS, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST, AND 0.3 M (1.0 FT)
 PU2463'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 PU2463'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 PU2463
 PU2463                          STATION RECOVERY (2002)
 PU2463
 PU2463'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PU2463'RECOVERED AS DESCRIBED
 PU2463'
 PU2463
 PU2463                          STATION RECOVERY (2011)
 PU2463
 PU2463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2462 ***********************************************************************
 PU2462  DESIGNATION -  I90 108.45
 PU2462  PID         -  PU2462
 PU2462  STATE/COUNTY-  SD/PENNINGTON
 PU2462  COUNTRY     -  US
 PU2462  USGS QUAD   -  WASTA SE (2017)
 PU2462
 PU2462                         *CURRENT SURVEY CONTROL
 PU2462  ______________________________________________________________________
 PU2462* NAD 83(1986) POSITION- 44 00 32.     (N) 102 16 44.     (W)   SCALED
 PU2462* NAVD 88 ORTHO HEIGHT -   855.857 (meters)     2807.92  (feet) ADJUSTED
 PU2462  ______________________________________________________________________
 PU2462  GEOID HEIGHT    -        -18.888 (meters)                     GEOID18
 PU2462  DYNAMIC HEIGHT  -        855.598 (meters)     2807.07  (feet) COMP
 PU2462  MODELED GRAVITY -    980,287.2   (mgal)                       NAVD 88
 PU2462
 PU2462  VERT ORDER      -  FIRST     CLASS II
 PU2462
 PU2462.The horizontal coordinates were scaled from a map and have
 PU2462.an estimated accuracy of +/- 6 seconds.
 PU2462
 PU2462.The orthometric height was determined by differential leveling and
 PU2462.adjusted by the NATIONAL GEODETIC SURVEY
 PU2462.in September 1993.
 PU2462
 PU2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2462.GEOID18 height accuracy estimate available here.
 PU2462
 PU2462.Click photographs - Photos may exist for this station.
 PU2462
 PU2462.The dynamic height is computed by dividing the NAVD 88
 PU2462.geopotential number by the normal gravity value computed on the
 PU2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2462.degrees latitude (g = 980.6199 gals.).
 PU2462
 PU2462.The modeled gravity was interpolated from observed gravity values.
 PU2462
 PU2462;                    North         East    Units  Estimated Accuracy
 PU2462;SPC SD S     -   187,970.      444,000.      MT  (+/- 180 meters Scaled)
 PU2462
 PU2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ181764(NAD 83)
 PU2462
 PU2462                          SUPERSEDED SURVEY CONTROL
 PU2462
 PU2462.No superseded survey control is available for this station.
 PU2462
 PU2462_MARKER: DD = SURVEY DISK
 PU2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2462_STAMPING: 90-108.45
 PU2462_MARK LOGO: SDDT
 PU2462_PROJECTION: FLUSH
 PU2462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2462+STABILITY: SURFACE MOTION
 PU2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2462+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2462
 PU2462  HISTORY     - Date     Condition        Report By
 PU2462  HISTORY     - UNK      MONUMENTED       SDDT
 PU2462  HISTORY     - 19910715 GOOD             NGS
 PU2462  HISTORY     - 20120627 GOOD             INDIV
 PU2462
 PU2462                          STATION DESCRIPTION
 PU2462
 PU2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2462'4.1 KM (2.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2462'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 32.3 M (106.0 FT)
 PU2462'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU2462'12.0 M (39.4 FT) WEST OF A UTILITY POLE WITH 1 GUY CABLE, 9.5 M (31.2
 PU2462'FT) NORTH OF THE CENTER OF AN ABANDONED PAVED ROAD, 0.8 M (2.6 FT)
 PU2462'WEST OF A T-FENCE CORNER, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST,
 PU2462'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2462
 PU2462                          STATION RECOVERY (2012)
 PU2462
 PU2462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2461 ***********************************************************************
 PU2461  DESIGNATION -  I90 108.74
 PU2461  PID         -  PU2461
 PU2461  STATE/COUNTY-  SD/PENNINGTON
 PU2461  COUNTRY     -  US
 PU2461  USGS QUAD   -  WASTA SE (2017)
 PU2461
 PU2461                         *CURRENT SURVEY CONTROL
 PU2461  ______________________________________________________________________
 PU2461* NAD 83(1986) POSITION- 44 00 19.     (N) 102 16 29.     (W)   SCALED
 PU2461* NAVD 88 ORTHO HEIGHT -   851.111 (meters)     2792.35  (feet) ADJUSTED
 PU2461  ______________________________________________________________________
 PU2461  GEOID HEIGHT    -        -18.901 (meters)                     GEOID18
 PU2461  DYNAMIC HEIGHT  -        850.853 (meters)     2791.51  (feet) COMP
 PU2461  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 PU2461
 PU2461  VERT ORDER      -  FIRST     CLASS II
 PU2461
 PU2461.The horizontal coordinates were scaled from a map and have
 PU2461.an estimated accuracy of +/- 6 seconds.
 PU2461
 PU2461.The orthometric height was determined by differential leveling and
 PU2461.adjusted by the NATIONAL GEODETIC SURVEY
 PU2461.in September 1993.
 PU2461
 PU2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2461.GEOID18 height accuracy estimate available here.
 PU2461
 PU2461.Click photographs - Photos may exist for this station.
 PU2461
 PU2461.The dynamic height is computed by dividing the NAVD 88
 PU2461.geopotential number by the normal gravity value computed on the
 PU2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2461.degrees latitude (g = 980.6199 gals.).
 PU2461
 PU2461.The modeled gravity was interpolated from observed gravity values.
 PU2461
 PU2461;                    North         East    Units  Estimated Accuracy
 PU2461;SPC SD S     -   187,560.      444,330.      MT  (+/- 180 meters Scaled)
 PU2461
 PU2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ184760(NAD 83)
 PU2461
 PU2461                          SUPERSEDED SURVEY CONTROL
 PU2461
 PU2461.No superseded survey control is available for this station.
 PU2461
 PU2461_MARKER: DD = SURVEY DISK
 PU2461_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2461_STAMPING: 90-108.74 2791.06 1970
 PU2461_MARK LOGO: SDDT
 PU2461_PROJECTION: FLUSH
 PU2461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PU2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2461+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 PU2461
 PU2461  HISTORY     - Date     Condition        Report By
 PU2461  HISTORY     - 1970     MONUMENTED       SDDT
 PU2461  HISTORY     - 19910715 GOOD             NGS
 PU2461  HISTORY     - 20120626 GOOD             INDIV
 PU2461
 PU2461                          STATION DESCRIPTION
 PU2461
 PU2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2461'3.6 KM (2.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2461'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 64.6 M (211.9 FT)
 PU2461'NORTHWEST OF A BRACED FENCE POST, 29.6 M (97.1 FT) SOUTHWEST OF THE
 PU2461'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 PU2461'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHEAST OF THE
 PU2461'FENCE, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 PU2461'IS FLUSH WITH THE GROUND SURFACE.
 PU2461
 PU2461                          STATION RECOVERY (2012)
 PU2461
 PU2461'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0882 ***********************************************************************
 OT0882  DESIGNATION -  I90 109.58
 OT0882  PID         -  OT0882
 OT0882  STATE/COUNTY-  SD/PENNINGTON
 OT0882  COUNTRY     -  US
 OT0882  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0882
 OT0882                         *CURRENT SURVEY CONTROL
 OT0882  ______________________________________________________________________
 OT0882* NAD 83(1986) POSITION- 43 59 47.     (N) 102 15 45.     (W)   SCALED
 OT0882* NAVD 88 ORTHO HEIGHT -   856.963 (meters)     2811.55  (feet) ADJUSTED
 OT0882  ______________________________________________________________________
 OT0882  GEOID HEIGHT    -        -18.937 (meters)                     GEOID18
 OT0882  DYNAMIC HEIGHT  -        856.703 (meters)     2810.70  (feet) COMP
 OT0882  MODELED GRAVITY -    980,285.3   (mgal)                       NAVD 88
 OT0882
 OT0882  VERT ORDER      -  FIRST     CLASS II
 OT0882
 OT0882.The horizontal coordinates were scaled from a map and have
 OT0882.an estimated accuracy of +/- 6 seconds.
 OT0882
 OT0882.The orthometric height was determined by differential leveling and
 OT0882.adjusted by the NATIONAL GEODETIC SURVEY
 OT0882.in September 1993.
 OT0882
 OT0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0882.GEOID18 height accuracy estimate available here.
 OT0882
 OT0882.Click photographs - Photos may exist for this station.
 OT0882
 OT0882.The dynamic height is computed by dividing the NAVD 88
 OT0882.geopotential number by the normal gravity value computed on the
 OT0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0882.degrees latitude (g = 980.6199 gals.).
 OT0882
 OT0882.The modeled gravity was interpolated from observed gravity values.
 OT0882
 OT0882;                    North         East    Units  Estimated Accuracy
 OT0882;SPC SD S     -   186,550.      445,280.      MT  (+/- 180 meters Scaled)
 OT0882
 OT0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ194751(NAD 83)
 OT0882
 OT0882                          SUPERSEDED SURVEY CONTROL
 OT0882
 OT0882.No superseded survey control is available for this station.
 OT0882
 OT0882_MARKER: DB = BENCH MARK DISK
 OT0882_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0882_STAMPING: 90-109.58 2810.28 1970
 OT0882_MARK LOGO: SDDT
 OT0882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0882+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 OT0882
 OT0882  HISTORY     - Date     Condition        Report By
 OT0882  HISTORY     - 1970     MONUMENTED       SDDT
 OT0882  HISTORY     - 19910715 GOOD             NGS
 OT0882  HISTORY     - 20120626 GOOD             INDIV
 OT0882
 OT0882                          STATION DESCRIPTION
 OT0882
 OT0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0882'2.3 KM (1.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0882'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 63.5 M (208.3 FT)
 OT0882'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF
 OT0882'THE HIGHWAY, 33.6 M (110.2 FT) WEST OF THE SOUTH END OF A PIPE
 OT0882'CULVERT, 33.4 M (109.6 FT) SOUTHWEST OF THE EASTBOUND OFF RAMP (EXIT
 OT0882'109), 22.1 M (72.5 FT) SOUTHEAST OF A BRACED FENCE POST, 1.0 M (3.3
 OT0882'FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST,
 OT0882'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0882
 OT0882                          STATION RECOVERY (2012)
 OT0882
 OT0882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0881 ***********************************************************************
 OT0881  DESIGNATION -  I90 110.2
 OT0881  PID         -  OT0881
 OT0881  STATE/COUNTY-  SD/PENNINGTON
 OT0881  COUNTRY     -  US
 OT0881  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0881
 OT0881                         *CURRENT SURVEY CONTROL
 OT0881  ______________________________________________________________________
 OT0881* NAD 83(1986) POSITION- 43 59 27.     (N) 102 15 09.     (W)   SCALED
 OT0881* NAVD 88 ORTHO HEIGHT -   863.131 (meters)     2831.79  (feet) ADJUSTED
 OT0881  ______________________________________________________________________
 OT0881  GEOID HEIGHT    -        -18.968 (meters)                     GEOID18
 OT0881  DYNAMIC HEIGHT  -        862.867 (meters)     2830.92  (feet) COMP
 OT0881  MODELED GRAVITY -    980,283.2   (mgal)                       NAVD 88
 OT0881
 OT0881  VERT ORDER      -  FIRST     CLASS II
 OT0881
 OT0881.The horizontal coordinates were scaled from a map and have
 OT0881.an estimated accuracy of +/- 6 seconds.
 OT0881
 OT0881.The orthometric height was determined by differential leveling and
 OT0881.adjusted by the NATIONAL GEODETIC SURVEY
 OT0881.in September 1993.
 OT0881
 OT0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0881.GEOID18 height accuracy estimate available here.
 OT0881
 OT0881.Click photographs - Photos may exist for this station.
 OT0881
 OT0881.The dynamic height is computed by dividing the NAVD 88
 OT0881.geopotential number by the normal gravity value computed on the
 OT0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0881.degrees latitude (g = 980.6199 gals.).
 OT0881
 OT0881.The modeled gravity was interpolated from observed gravity values.
 OT0881
 OT0881;                    North         East    Units  Estimated Accuracy
 OT0881;SPC SD S     -   185,920.      446,070.      MT  (+/- 180 meters Scaled)
 OT0881
 OT0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ203745(NAD 83)
 OT0881
 OT0881                          SUPERSEDED SURVEY CONTROL
 OT0881
 OT0881.No superseded survey control is available for this station.
 OT0881
 OT0881_MARKER: Z = SEE DESCRIPTION
 OT0881_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0881_STAMPING: 90-110.2
 OT0881_MARK LOGO: NGS
 OT0881_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0881_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0881+STABILITY: POSITION/ELEVATION WELL
 OT0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0881+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 OT0881_ROD/PIPE-DEPTH: 12.8 meters
 OT0881_SLEEVE-DEPTH  : 2.0 meters
 OT0881
 OT0881  HISTORY     - Date     Condition        Report By
 OT0881  HISTORY     - 1990     MONUMENTED       SDDT
 OT0881  HISTORY     - 19910715 GOOD             NGS
 OT0881  HISTORY     - 20120626 GOOD             INDIV
 OT0881
 OT0881                          STATION DESCRIPTION
 OT0881
 OT0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0881'1.2 KM (0.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0881'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 OT0881'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OT0881'GALVANIZED STEEL PIPE, 420.0 M (1377.9 FT) NORTHWEST OF THE NORTH
 OT0881'CORNER OF BRIDGE NUMBER 52-905-364, 39.9 M (130.9 FT) SOUTHEAST OF A
 OT0881'BRACED FENCE POST, 30.2 M (99.1 FT) NORTHEAST OF THE CENTERLINE OF
 OT0881'THE WESTBOUND LANES OF THE HIGHWAY, 16.3 M (53.5 FT) NORTH-NORTHWEST
 OT0881'OF THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (EXIT 109), 0.4 M
 OT0881'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 OT0881'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OT0881'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OT0881
 OT0881                          STATION RECOVERY (2012)
 OT0881
 OT0881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0880 ***********************************************************************
 OT0880  DESIGNATION -  I90 111.0
 OT0880  PID         -  OT0880
 OT0880  STATE/COUNTY-  SD/PENNINGTON
 OT0880  COUNTRY     -  US
 OT0880  USGS QUAD   -  WALL (2017)
 OT0880
 OT0880                         *CURRENT SURVEY CONTROL
 OT0880  ______________________________________________________________________
 OT0880* NAD 83(1986) POSITION- 43 59 08.83   (N) 102 14 15.02   (W)   HD_HELD1
 OT0880* NAVD 88 ORTHO HEIGHT -   870.998 (meters)     2857.60  (feet) ADJUSTED
 OT0880  ______________________________________________________________________
 OT0880  GEOID HEIGHT    -        -19.016 (meters)                     GEOID18
 OT0880  DYNAMIC HEIGHT  -        870.729 (meters)     2856.72  (feet) COMP
 OT0880  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 OT0880
 OT0880  VERT ORDER      -  FIRST     CLASS II
 OT0880
 OT0880.The horizontal coordinates were determined by differentially corrected
 OT0880.hand held GPS observations or other comparable positioning techniques
 OT0880.and have an estimated accuracy of +/- 3 meters.
 OT0880
 OT0880.The orthometric height was determined by differential leveling and
 OT0880.adjusted by the NATIONAL GEODETIC SURVEY
 OT0880.in September 1993.
 OT0880
 OT0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0880.GEOID18 height accuracy estimate available here.
 OT0880
 OT0880.Click photographs - Photos may exist for this station.
 OT0880
 OT0880.The dynamic height is computed by dividing the NAVD 88
 OT0880.geopotential number by the normal gravity value computed on the
 OT0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0880.degrees latitude (g = 980.6199 gals.).
 OT0880
 OT0880.The modeled gravity was interpolated from observed gravity values.
 OT0880
 OT0880;                    North         East    Units  Estimated Accuracy
 OT0880;SPC SD S     -   185,326.7     447,261.6     MT  (+/- 3 meters HH1 GPS) 
 OT0880
 OT0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2153674004(NAD 83)
 OT0880
 OT0880                          SUPERSEDED SURVEY CONTROL
 OT0880
 OT0880.No superseded survey control is available for this station.
 OT0880
 OT0880_MARKER: Z = SEE DESCRIPTION
 OT0880_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0880_STAMPING: 90-111.0
 OT0880_MARK LOGO: NGS
 OT0880_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0880_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0880+STABILITY: POSITION/ELEVATION WELL
 OT0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0880+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 OT0880_ROD/PIPE-DEPTH: 12.8 meters
 OT0880_SLEEVE-DEPTH  : 2.0 meters
 OT0880
 OT0880  HISTORY     - Date     Condition        Report By
 OT0880  HISTORY     - 1990     MONUMENTED       SDDT
 OT0880  HISTORY     - 19910713 GOOD             NGS
 OT0880  HISTORY     - 20120626 GOOD             INDIV
 OT0880
 OT0880                          STATION DESCRIPTION
 OT0880
 OT0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0880'0.1 KM (0.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0880'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 OT0880'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OT0880'GALVANIZED STEEL PIPE, NEAR THE NORTHEAST CORNER OF THE WALL
 OT0880'CEMETERY, 130.0 M (426.5 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 OT0880'240, 123.4 M (404.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE
 OT0880'NUMBER 52-910-366, 68.4 M (224.4 FT) SOUTH OF THE CENTERLINE OF THE
 OT0880'EASTBOUND LANES OF THE INTERSTATE HIGHWAY, 24.3 M (79.7 FT) SOUTH OF
 OT0880'THE CENTER OF AN EASTBOUND ON RAMP, 1.9 M (6.2 FT) EAST OF A T-FENCE
 OT0880'CORNER, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE RAMP, AND 0.3 M (1.0
 OT0880'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OT0880'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OT0880
 OT0880                          STATION RECOVERY (2012)
 OT0880
 OT0880'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0879 ***********************************************************************
 OT0879  DESIGNATION -  I90 112.00
 OT0879  PID         -  OT0879
 OT0879  STATE/COUNTY-  SD/PENNINGTON
 OT0879  COUNTRY     -  US
 OT0879  USGS QUAD   -  WALL (2017)
 OT0879
 OT0879                         *CURRENT SURVEY CONTROL
 OT0879  ______________________________________________________________________
 OT0879* NAD 83(1986) POSITION- 43 59 16.     (N) 102 13 07.     (W)   SCALED
 OT0879* NAVD 88 ORTHO HEIGHT -   832.154 (meters)     2730.16  (feet) ADJUSTED
 OT0879  ______________________________________________________________________
 OT0879  GEOID HEIGHT    -        -19.082 (meters)                     GEOID18
 OT0879  DYNAMIC HEIGHT  -        831.898 (meters)     2729.32  (feet) COMP
 OT0879  MODELED GRAVITY -    980,283.0   (mgal)                       NAVD 88
 OT0879
 OT0879  VERT ORDER      -  FIRST     CLASS II
 OT0879
 OT0879.The horizontal coordinates were scaled from a map and have
 OT0879.an estimated accuracy of +/- 6 seconds.
 OT0879
 OT0879.The orthometric height was determined by differential leveling and
 OT0879.adjusted by the NATIONAL GEODETIC SURVEY
 OT0879.in September 1993.
 OT0879
 OT0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0879.GEOID18 height accuracy estimate available here.
 OT0879
 OT0879.Click photographs - Photos may exist for this station.
 OT0879
 OT0879.The dynamic height is computed by dividing the NAVD 88
 OT0879.geopotential number by the normal gravity value computed on the
 OT0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0879.degrees latitude (g = 980.6199 gals.).
 OT0879
 OT0879.The modeled gravity was interpolated from observed gravity values.
 OT0879
 OT0879;                    North         East    Units  Estimated Accuracy
 OT0879;SPC SD S     -   185,510.      448,780.      MT  (+/- 180 meters Scaled)
 OT0879
 OT0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ230742(NAD 83)
 OT0879
 OT0879                          SUPERSEDED SURVEY CONTROL
 OT0879
 OT0879.No superseded survey control is available for this station.
 OT0879
 OT0879_MARKER: DB = BENCH MARK DISK
 OT0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0879_STAMPING: 90-112.00
 OT0879_MARK LOGO: SDDT
 OT0879_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OT0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0879+STABILITY: SURFACE MOTION
 OT0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0879+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 OT0879
 OT0879  HISTORY     - Date     Condition        Report By
 OT0879  HISTORY     - UNK      MONUMENTED       SDDT
 OT0879  HISTORY     - 19910713 GOOD             NGS
 OT0879  HISTORY     - 20120626 GOOD             INDIV
 OT0879
 OT0879                          STATION DESCRIPTION
 OT0879
 OT0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0879'1.6 KM (1.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0879'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 44.5 M (146.0 FT)
 OT0879'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OT0879'HIGHWAY, 36.6 M (120.1 FT) NORTH OF MILEPOST 112, 6.3 M (20.7 FT)
 OT0879'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT) SOUTH
 OT0879'OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OT0879'IS FLUSH WITH THE GROUND SURFACE.
 OT0879
 OT0879                          STATION RECOVERY (2012)
 OT0879
 OT0879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0878 ***********************************************************************
 OT0878  DESIGNATION -  I90 112.43
 OT0878  PID         -  OT0878
 OT0878  STATE/COUNTY-  SD/PENNINGTON
 OT0878  COUNTRY     -  US
 OT0878  USGS QUAD   -  WALL (2017)
 OT0878
 OT0878                         *CURRENT SURVEY CONTROL
 OT0878  ______________________________________________________________________
 OT0878* NAD 83(1986) POSITION- 43 59 16.76   (N) 102 12 35.74   (W)   HD_HELD1
 OT0878* NAVD 88 ORTHO HEIGHT -   828.161 (meters)     2717.06  (feet) ADJUSTED
 OT0878  ______________________________________________________________________
 OT0878  GEOID HEIGHT    -        -19.112 (meters)                     GEOID18
 OT0878  DYNAMIC HEIGHT  -        827.907 (meters)     2716.22  (feet) COMP
 OT0878  MODELED GRAVITY -    980,284.2   (mgal)                       NAVD 88
 OT0878
 OT0878  VERT ORDER      -  FIRST     CLASS II
 OT0878
 OT0878.The horizontal coordinates were determined by differentially corrected
 OT0878.hand held GPS observations or other comparable positioning techniques
 OT0878.and have an estimated accuracy of +/- 3 meters.
 OT0878
 OT0878.The orthometric height was determined by differential leveling and
 OT0878.adjusted by the NATIONAL GEODETIC SURVEY
 OT0878.in September 1993.
 OT0878
 OT0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0878.GEOID18 height accuracy estimate available here.
 OT0878
 OT0878.Click photographs - Photos may exist for this station.
 OT0878
 OT0878.The dynamic height is computed by dividing the NAVD 88
 OT0878.geopotential number by the normal gravity value computed on the
 OT0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0878.degrees latitude (g = 980.6199 gals.).
 OT0878
 OT0878.The modeled gravity was interpolated from observed gravity values.
 OT0878
 OT0878;                    North         East    Units  Estimated Accuracy
 OT0878;SPC SD S     -   185,521.0     449,478.8     MT  (+/- 3 meters HH1 GPS) 
 OT0878
 OT0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2373974323(NAD 83)
 OT0878
 OT0878                          SUPERSEDED SURVEY CONTROL
 OT0878
 OT0878.No superseded survey control is available for this station.
 OT0878
 OT0878_MARKER: DB = BENCH MARK DISK
 OT0878_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0878_STAMPING: 90-112.43 2715.87 1975
 OT0878_MARK LOGO: SDDT
 OT0878_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0878+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0878
 OT0878  HISTORY     - Date     Condition        Report By
 OT0878  HISTORY     - 1975     MONUMENTED       SDDT
 OT0878  HISTORY     - 19910713 GOOD             NGS
 OT0878  HISTORY     - 20120625 GOOD             INDIV
 OT0878
 OT0878                          STATION DESCRIPTION
 OT0878
 OT0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0878'2.3 KM (1.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0878'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 145.0 M (475.7 FT)
 OT0878'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OT0878'59.4 M (194.9 FT) EAST OF A BRACED FENCE POST, 31.9 M (104.7 FT)
 OT0878'NORTH OF THE CENTERLINE OF A WESTBOUND ON RAMP LEADING FROM U.S.
 OT0878'HIGHWAY 14, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE RAMP, 0.4 M (1.3
 OT0878'FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE
 OT0878'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OT0878
 OT0878                          STATION RECOVERY (2012)
 OT0878
 OT0878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0877 ***********************************************************************
 OT0877  DESIGNATION -  I90 112.8
 OT0877  PID         -  OT0877
 OT0877  STATE/COUNTY-  SD/PENNINGTON
 OT0877  COUNTRY     -  US
 OT0877  USGS QUAD   -  WALL (2017)
 OT0877
 OT0877                         *CURRENT SURVEY CONTROL
 OT0877  ______________________________________________________________________
 OT0877* NAD 83(1986) POSITION- 43 59 01.     (N) 102 12 15.     (W)   SCALED
 OT0877* NAVD 88 ORTHO HEIGHT -   824.911 (meters)     2706.40  (feet) ADJUSTED
 OT0877  ______________________________________________________________________
 OT0877  GEOID HEIGHT    -        -19.131 (meters)                     GEOID18
 OT0877  DYNAMIC HEIGHT  -        824.658 (meters)     2705.57  (feet) COMP
 OT0877  MODELED GRAVITY -    980,284.6   (mgal)                       NAVD 88
 OT0877
 OT0877  VERT ORDER      -  FIRST     CLASS II
 OT0877
 OT0877.The horizontal coordinates were scaled from a map and have
 OT0877.an estimated accuracy of +/- 6 seconds.
 OT0877
 OT0877.The orthometric height was determined by differential leveling and
 OT0877.adjusted by the NATIONAL GEODETIC SURVEY
 OT0877.in September 1993.
 OT0877
 OT0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0877.GEOID18 height accuracy estimate available here.
 OT0877
 OT0877.Click photographs - Photos may exist for this station.
 OT0877
 OT0877.The dynamic height is computed by dividing the NAVD 88
 OT0877.geopotential number by the normal gravity value computed on the
 OT0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0877.degrees latitude (g = 980.6199 gals.).
 OT0877
 OT0877.The modeled gravity was interpolated from observed gravity values.
 OT0877
 OT0877;                    North         East    Units  Estimated Accuracy
 OT0877;SPC SD S     -   185,020.      449,930.      MT  (+/- 180 meters Scaled)
 OT0877
 OT0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ242738(NAD 83)
 OT0877
 OT0877                          SUPERSEDED SURVEY CONTROL
 OT0877
 OT0877.No superseded survey control is available for this station.
 OT0877
 OT0877_MARKER: Z = SEE DESCRIPTION
 OT0877_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0877_STAMPING: 90-112.8
 OT0877_MARK LOGO: NGS
 OT0877_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0877_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0877+STABILITY: POSITION/ELEVATION WELL
 OT0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0877+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0877_ROD/PIPE-DEPTH: 12.8 meters
 OT0877_SLEEVE-DEPTH  : 2.0 meters
 OT0877
 OT0877  HISTORY     - Date     Condition        Report By
 OT0877  HISTORY     - 1990     MONUMENTED       SDDT
 OT0877  HISTORY     - 19910713 GOOD             NGS
 OT0877  HISTORY     - 20120625 GOOD             INDIV
 OT0877
 OT0877                          STATION DESCRIPTION
 OT0877
 OT0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0877'2.9 KM (1.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0877'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 OT0877'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OT0877'GALVANIZED STEEL PIPE, 0.3 KM (0.20 MI) SOUTHEAST OF THE SOUTHEAST
 OT0877'CORNER OF BRIDGE NUMBER 52-925-365, 56.2 M (184.4 FT) NORTHEAST OF
 OT0877'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 29.4 M (96.5
 OT0877'FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF A WESTBOUND OFF RAMP
 OT0877'(EXIT 112), 3.3 M (10.8 FT) SOUTHEAST OF 2 BRACED FENCE POSTS, AND
 OT0877'0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OT0877'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OT0877'4-INCH PVC CAP.
 OT0877
 OT0877                          STATION RECOVERY (2012)
 OT0877
 OT0877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0876 ***********************************************************************
 OT0876  DESIGNATION -  I90 113.00
 OT0876  PID         -  OT0876
 OT0876  STATE/COUNTY-  SD/PENNINGTON
 OT0876  COUNTRY     -  US
 OT0876  USGS QUAD   -  WALL (2017)
 OT0876
 OT0876                         *CURRENT SURVEY CONTROL
 OT0876  ______________________________________________________________________
 OT0876* NAD 83(1986) POSITION- 43 58 50.     (N) 102 11 59.     (W)   SCALED
 OT0876* NAVD 88 ORTHO HEIGHT -   822.228 (meters)     2697.59  (feet) ADJUSTED
 OT0876  ______________________________________________________________________
 OT0876  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 OT0876  DYNAMIC HEIGHT  -        821.977 (meters)     2696.77  (feet) COMP
 OT0876  MODELED GRAVITY -    980,285.0   (mgal)                       NAVD 88
 OT0876
 OT0876  VERT ORDER      -  FIRST     CLASS II
 OT0876
 OT0876.The horizontal coordinates were scaled from a map and have
 OT0876.an estimated accuracy of +/- 6 seconds.
 OT0876
 OT0876.The orthometric height was determined by differential leveling and
 OT0876.adjusted by the NATIONAL GEODETIC SURVEY
 OT0876.in September 1993.
 OT0876
 OT0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0876.GEOID18 height accuracy estimate available here.
 OT0876
 OT0876.Click photographs - Photos may exist for this station.
 OT0876
 OT0876.The dynamic height is computed by dividing the NAVD 88
 OT0876.geopotential number by the normal gravity value computed on the
 OT0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0876.degrees latitude (g = 980.6199 gals.).
 OT0876
 OT0876.The modeled gravity was interpolated from observed gravity values.
 OT0876
 OT0876;                    North         East    Units  Estimated Accuracy
 OT0876;SPC SD S     -   184,680.      450,280.      MT  (+/- 180 meters Scaled)
 OT0876
 OT0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ245735(NAD 83)
 OT0876
 OT0876                          SUPERSEDED SURVEY CONTROL
 OT0876
 OT0876.No superseded survey control is available for this station.
 OT0876
 OT0876_MARKER: DB = BENCH MARK DISK
 OT0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0876_STAMPING: 90-113.00
 OT0876_MARK LOGO: SDDT
 OT0876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OT0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0876+STABILITY: SURFACE MOTION
 OT0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0876+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0876
 OT0876  HISTORY     - Date     Condition        Report By
 OT0876  HISTORY     - UNK      MONUMENTED       SDDT
 OT0876  HISTORY     - 19910713 GOOD             NGS
 OT0876  HISTORY     - 20120625 GOOD             INDIV
 OT0876
 OT0876                          STATION DESCRIPTION
 OT0876
 OT0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0876'3.3 KM (2.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0876'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 42.3 M (138.8 FT)
 OT0876'SOUTHEAST OF A BRACED FENCE POST, 30.4 M (99.7 FT) NORTHEAST OF THE
 OT0876'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.5 M (86.9 FT)
 OT0876'NORTHEAST OF MILEPOST 113, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 OT0876'HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE, 0.4 M (1.3 FT)
 OT0876'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OT0876'GROUND SURFACE.
 OT0876
 OT0876                          STATION RECOVERY (2012)
 OT0876
 OT0876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0875 ***********************************************************************
 OT0875  DESIGNATION -  I90 113.82
 OT0875  PID         -  OT0875
 OT0875  STATE/COUNTY-  SD/PENNINGTON
 OT0875  COUNTRY     -  US
 OT0875  USGS QUAD   -  WALL (2017)
 OT0875
 OT0875                         *CURRENT SURVEY CONTROL
 OT0875  ______________________________________________________________________
 OT0875* NAD 83(1986) POSITION- 43 58 19.     (N) 102 11 18.     (W)   SCALED
 OT0875* NAVD 88 ORTHO HEIGHT -   825.752 (meters)     2709.15  (feet) ADJUSTED
 OT0875  ______________________________________________________________________
 OT0875  GEOID HEIGHT    -        -19.185 (meters)                     GEOID18
 OT0875  DYNAMIC HEIGHT  -        825.500 (meters)     2708.33  (feet) COMP
 OT0875  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 OT0875
 OT0875  VERT ORDER      -  FIRST     CLASS II
 OT0875
 OT0875.The horizontal coordinates were scaled from a map and have
 OT0875.an estimated accuracy of +/- 6 seconds.
 OT0875
 OT0875.The orthometric height was determined by differential leveling and
 OT0875.adjusted by the NATIONAL GEODETIC SURVEY
 OT0875.in September 1993.
 OT0875
 OT0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0875.GEOID18 height accuracy estimate available here.
 OT0875
 OT0875.Click photographs - Photos may exist for this station.
 OT0875
 OT0875.The dynamic height is computed by dividing the NAVD 88
 OT0875.geopotential number by the normal gravity value computed on the
 OT0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0875.degrees latitude (g = 980.6199 gals.).
 OT0875
 OT0875.The modeled gravity was interpolated from observed gravity values.
 OT0875
 OT0875;                    North         East    Units  Estimated Accuracy
 OT0875;SPC SD S     -   183,700.      451,170.      MT  (+/- 180 meters Scaled)
 OT0875
 OT0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ255726(NAD 83)
 OT0875
 OT0875                          SUPERSEDED SURVEY CONTROL
 OT0875
 OT0875.No superseded survey control is available for this station.
 OT0875
 OT0875_MARKER: DB = BENCH MARK DISK
 OT0875_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0875_STAMPING: 90-113.82 2707.84 1975
 OT0875_MARK LOGO: SDDT
 OT0875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0875+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0875
 OT0875  HISTORY     - Date     Condition        Report By
 OT0875  HISTORY     - 1975     MONUMENTED       SDDT
 OT0875  HISTORY     - 19910713 GOOD             NGS
 OT0875  HISTORY     - 20120625 GOOD             INDIV
 OT0875
 OT0875                          STATION DESCRIPTION
 OT0875
 OT0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0875'4.6 KM (2.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0875'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 51.6 M (169.3 FT)
 OT0875'SOUTHEAST OF 2 BRACED FENCE POSTS, 34.8 M (114.2 FT) NORTHEAST OF THE
 OT0875'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT)
 OT0875'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 OT0875'POST, 0.1 M (0.3 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT PROJECTS
 OT0875'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OT0875
 OT0875                          STATION RECOVERY (2012)
 OT0875
 OT0875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0874 ***********************************************************************
 OT0874  DESIGNATION -  I90 114.44
 OT0874  PID         -  OT0874
 OT0874  STATE/COUNTY-  SD/PENNINGTON
 OT0874  COUNTRY     -  US
 OT0874  USGS QUAD   -  WALL (2017)
 OT0874
 OT0874                         *CURRENT SURVEY CONTROL
 OT0874  ______________________________________________________________________
 OT0874* NAD 83(1986) POSITION- 43 57 54.     (N) 102 10 50.     (W)   SCALED
 OT0874* NAVD 88 ORTHO HEIGHT -   821.112 (meters)     2693.93  (feet) ADJUSTED
 OT0874  ______________________________________________________________________
 OT0874  GEOID HEIGHT    -        -19.210 (meters)                     GEOID18
 OT0874  DYNAMIC HEIGHT  -        820.861 (meters)     2693.11  (feet) COMP
 OT0874  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 OT0874
 OT0874  VERT ORDER      -  FIRST     CLASS II
 OT0874
 OT0874.The horizontal coordinates were scaled from a map and have
 OT0874.an estimated accuracy of +/- 6 seconds.
 OT0874
 OT0874.The orthometric height was determined by differential leveling and
 OT0874.adjusted by the NATIONAL GEODETIC SURVEY
 OT0874.in September 1993.
 OT0874
 OT0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0874.GEOID18 height accuracy estimate available here.
 OT0874
 OT0874.Click photographs - Photos may exist for this station.
 OT0874
 OT0874.The dynamic height is computed by dividing the NAVD 88
 OT0874.geopotential number by the normal gravity value computed on the
 OT0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0874.degrees latitude (g = 980.6199 gals.).
 OT0874
 OT0874.The modeled gravity was interpolated from observed gravity values.
 OT0874
 OT0874;                    North         East    Units  Estimated Accuracy
 OT0874;SPC SD S     -   182,920.      451,780.      MT  (+/- 180 meters Scaled)
 OT0874
 OT0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ261718(NAD 83)
 OT0874
 OT0874                          SUPERSEDED SURVEY CONTROL
 OT0874
 OT0874.No superseded survey control is available for this station.
 OT0874
 OT0874_MARKER: DB = BENCH MARK DISK
 OT0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0874_STAMPING: 90-114.44
 OT0874_MARK LOGO: SDDT
 OT0874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OT0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0874+STABILITY: SURFACE MOTION
 OT0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0874+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0874
 OT0874  HISTORY     - Date     Condition        Report By
 OT0874  HISTORY     - UNK      MONUMENTED       SDDT
 OT0874  HISTORY     - 19910713 GOOD             NGS
 OT0874  HISTORY     - 20120625 GOOD             INDIV
 OT0874
 OT0874                          STATION DESCRIPTION
 OT0874
 OT0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0874'5.6 KM (3.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0874'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 34.5 M (113.2 FT)
 OT0874'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OT0874'2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.1 M (3.6 FT) WEST OF
 OT0874'A T-FENCE CORNER, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND
 OT0874'FENCE, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OT0874'SURFACE.
 OT0874
 OT0874                          STATION RECOVERY (2012)
 OT0874
 OT0874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0873 ***********************************************************************
 OT0873  DESIGNATION -  I90 115.06
 OT0873  PID         -  OT0873
 OT0873  STATE/COUNTY-  SD/PENNINGTON
 OT0873  COUNTRY     -  US
 OT0873  USGS QUAD   -  WALL (2017)
 OT0873
 OT0873                         *CURRENT SURVEY CONTROL
 OT0873  ______________________________________________________________________
 OT0873* NAD 83(1986) POSITION- 43 57 29.     (N) 102 10 23.     (W)   SCALED
 OT0873* NAVD 88 ORTHO HEIGHT -   822.386 (meters)     2698.11  (feet) ADJUSTED
 OT0873  ______________________________________________________________________
 OT0873  GEOID HEIGHT    -        -19.235 (meters)                     GEOID18
 OT0873  DYNAMIC HEIGHT  -        822.136 (meters)     2697.29  (feet) COMP
 OT0873  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 OT0873
 OT0873  VERT ORDER      -  FIRST     CLASS II
 OT0873
 OT0873.The horizontal coordinates were scaled from a map and have
 OT0873.an estimated accuracy of +/- 6 seconds.
 OT0873
 OT0873.The orthometric height was determined by differential leveling and
 OT0873.adjusted by the NATIONAL GEODETIC SURVEY
 OT0873.in September 1993.
 OT0873
 OT0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0873.GEOID18 height accuracy estimate available here.
 OT0873
 OT0873.Click photographs - Photos may exist for this station.
 OT0873
 OT0873.The dynamic height is computed by dividing the NAVD 88
 OT0873.geopotential number by the normal gravity value computed on the
 OT0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0873.degrees latitude (g = 980.6199 gals.).
 OT0873
 OT0873.The modeled gravity was interpolated from observed gravity values.
 OT0873
 OT0873;                    North         East    Units  Estimated Accuracy
 OT0873;SPC SD S     -   182,130.      452,360.      MT  (+/- 180 meters Scaled)
 OT0873
 OT0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ268710(NAD 83)
 OT0873
 OT0873                          SUPERSEDED SURVEY CONTROL
 OT0873
 OT0873.No superseded survey control is available for this station.
 OT0873
 OT0873_MARKER: DB = BENCH MARK DISK
 OT0873_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0873_STAMPING: 90-115.06 2696.91 1975
 OT0873_MARK LOGO: SDDT
 OT0873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0873+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0873
 OT0873  HISTORY     - Date     Condition        Report By
 OT0873  HISTORY     - 1975     MONUMENTED       SDDT
 OT0873  HISTORY     - 19910713 GOOD             NGS
 OT0873  HISTORY     - 20120625 GOOD             INDIV
 OT0873
 OT0873                          STATION DESCRIPTION
 OT0873
 OT0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0873'6.6 KM (4.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0873'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 140.0 M (459.3 FT)
 OT0873'SOUTHEAST OF MILEPOST 115, 48.7 M (159.8 FT) NORTHWEST OF THE MOST
 OT0873'NORTHWESTERLY OF 2 BRACED FENCE POSTS, 34.7 M (113.8 FT) NORTHEAST OF
 OT0873'AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OT0873'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST
 OT0873'OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OT0873'SURFACE.
 OT0873
 OT0873                          STATION RECOVERY (2012)
 OT0873
 OT0873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0872 ***********************************************************************
 OT0872  DESIGNATION -  I90 115.54
 OT0872  PID         -  OT0872
 OT0872  STATE/COUNTY-  SD/PENNINGTON
 OT0872  COUNTRY     -  US
 OT0872  USGS QUAD   -  WALL (2017)
 OT0872
 OT0872                         *CURRENT SURVEY CONTROL
 OT0872  ______________________________________________________________________
 OT0872* NAD 83(1986) POSITION- 43 57 09.     (N) 102 10 03.     (W)   SCALED
 OT0872* NAVD 88 ORTHO HEIGHT -   827.881 (meters)     2716.14  (feet) ADJUSTED
 OT0872  ______________________________________________________________________
 OT0872  GEOID HEIGHT    -        -19.253 (meters)                     GEOID18
 OT0872  DYNAMIC HEIGHT  -        827.629 (meters)     2715.31  (feet) COMP
 OT0872  MODELED GRAVITY -    980,286.1   (mgal)                       NAVD 88
 OT0872
 OT0872  VERT ORDER      -  FIRST     CLASS II
 OT0872
 OT0872.The horizontal coordinates were scaled from a map and have
 OT0872.an estimated accuracy of +/- 6 seconds.
 OT0872
 OT0872.The orthometric height was determined by differential leveling and
 OT0872.adjusted by the NATIONAL GEODETIC SURVEY
 OT0872.in September 1993.
 OT0872
 OT0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0872.GEOID18 height accuracy estimate available here.
 OT0872
 OT0872.Click photographs - Photos may exist for this station.
 OT0872
 OT0872.The dynamic height is computed by dividing the NAVD 88
 OT0872.geopotential number by the normal gravity value computed on the
 OT0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0872.degrees latitude (g = 980.6199 gals.).
 OT0872
 OT0872.The modeled gravity was interpolated from observed gravity values.
 OT0872
 OT0872;                    North         East    Units  Estimated Accuracy
 OT0872;SPC SD S     -   181,500.      452,790.      MT  (+/- 180 meters Scaled)
 OT0872
 OT0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ272704(NAD 83)
 OT0872
 OT0872                          SUPERSEDED SURVEY CONTROL
 OT0872
 OT0872.No superseded survey control is available for this station.
 OT0872
 OT0872_MARKER: DB = BENCH MARK DISK
 OT0872_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0872_STAMPING: 90-115.54 2714.88 1975
 OT0872_MARK LOGO: SDDT
 OT0872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0872+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1991
 OT0872
 OT0872  HISTORY     - Date     Condition        Report By
 OT0872  HISTORY     - 1975     MONUMENTED       SDDT
 OT0872  HISTORY     - 19910713 GOOD             NGS
 OT0872
 OT0872                          STATION DESCRIPTION
 OT0872
 OT0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0872'7.4 KM (4.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0872'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 39.3 M (128.9 FT)
 OT0872'NORTHWEST OF 2 BRACED FENCE POSTS, 34.6 M (113.5 FT) NORTHEAST OF AND
 OT0872'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.3
 OT0872'M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A
 OT0872'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OT0872'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0871 ***********************************************************************
 OT0871  DESIGNATION -  I90 116.31
 OT0871  PID         -  OT0871
 OT0871  STATE/COUNTY-  SD/PENNINGTON
 OT0871  COUNTRY     -  US
 OT0871  USGS QUAD   -  WALL (2017)
 OT0871
 OT0871                         *CURRENT SURVEY CONTROL
 OT0871  ______________________________________________________________________
 OT0871* NAD 83(1986) POSITION- 43 56 37.     (N) 102 09 29.     (W)   SCALED
 OT0871* NAVD 88 ORTHO HEIGHT -   825.550 (meters)     2708.49  (feet) ADJUSTED
 OT0871  ______________________________________________________________________
 OT0871  GEOID HEIGHT    -        -19.284 (meters)                     GEOID18
 OT0871  DYNAMIC HEIGHT  -        825.298 (meters)     2707.67  (feet) COMP
 OT0871  MODELED GRAVITY -    980,285.6   (mgal)                       NAVD 88
 OT0871
 OT0871  VERT ORDER      -  FIRST     CLASS II
 OT0871
 OT0871.The horizontal coordinates were scaled from a map and have
 OT0871.an estimated accuracy of +/- 6 seconds.
 OT0871
 OT0871.The orthometric height was determined by differential leveling and
 OT0871.adjusted by the NATIONAL GEODETIC SURVEY
 OT0871.in September 1993.
 OT0871
 OT0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0871.GEOID18 height accuracy estimate available here.
 OT0871
 OT0871.Click photographs - Photos may exist for this station.
 OT0871
 OT0871.The dynamic height is computed by dividing the NAVD 88
 OT0871.geopotential number by the normal gravity value computed on the
 OT0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0871.degrees latitude (g = 980.6199 gals.).
 OT0871
 OT0871.The modeled gravity was interpolated from observed gravity values.
 OT0871
 OT0871;                    North         East    Units  Estimated Accuracy
 OT0871;SPC SD S     -   180,500.      453,530.      MT  (+/- 180 meters Scaled)
 OT0871
 OT0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ280695(NAD 83)
 OT0871
 OT0871                          SUPERSEDED SURVEY CONTROL
 OT0871
 OT0871.No superseded survey control is available for this station.
 OT0871
 OT0871_MARKER: DB = BENCH MARK DISK
 OT0871_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0871_STAMPING: 90-116.31 2707.24 1975
 OT0871_MARK LOGO: SDDT
 OT0871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0871+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0871
 OT0871  HISTORY     - Date     Condition        Report By
 OT0871  HISTORY     - 1975     MONUMENTED       SDDT
 OT0871  HISTORY     - 19910713 GOOD             NGS
 OT0871  HISTORY     - 20120625 GOOD             INDIV
 OT0871
 OT0871                          STATION DESCRIPTION
 OT0871
 OT0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0871'8.6 KM (5.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0871'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 50.7 M (166.3 FT)
 OT0871'SOUTHEAST OF A T-FENCE CORNER, 34.7 M (113.8 FT) NORTHEAST OF THE
 OT0871'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.7 M (87.6 FT)
 OT0871'EAST OF THE NORTHEAST END OF A PIPE CULVERT, 0.7 M (2.3 FT) BELOW THE
 OT0871'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.1
 OT0871'M (0.3 FT) SOUTHWEST OF THE FENCE, AND THE MONUMENT PROJECTS 0.05 M
 OT0871'(0.16 FT) ABOVE THE GROUND SURFACE.
 OT0871
 OT0871                          STATION RECOVERY (2012)
 OT0871
 OT0871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0870 ***********************************************************************
 OT0870  DESIGNATION -  I90 116.8
 OT0870  PID         -  OT0870
 OT0870  STATE/COUNTY-  SD/PENNINGTON
 OT0870  COUNTRY     -  US
 OT0870  USGS QUAD   -  WALL (2017)
 OT0870
 OT0870                         *CURRENT SURVEY CONTROL
 OT0870  ______________________________________________________________________
 OT0870* NAD 83(1986) POSITION- 43 56 18.77   (N) 102 09 09.20   (W)   HD_HELD1
 OT0870* NAVD 88 ORTHO HEIGHT -   821.971 (meters)     2696.75  (feet) ADJUSTED
 OT0870  ______________________________________________________________________
 OT0870  GEOID HEIGHT    -        -19.302 (meters)                     GEOID18
 OT0870  DYNAMIC HEIGHT  -        821.720 (meters)     2695.93  (feet) COMP
 OT0870  MODELED GRAVITY -    980,285.3   (mgal)                       NAVD 88
 OT0870
 OT0870  VERT ORDER      -  FIRST     CLASS II
 OT0870
 OT0870.The horizontal coordinates were determined by differentially corrected
 OT0870.hand held GPS observations or other comparable positioning techniques
 OT0870.and have an estimated accuracy of +/- 3 meters.
 OT0870
 OT0870.The orthometric height was determined by differential leveling and
 OT0870.adjusted by the NATIONAL GEODETIC SURVEY
 OT0870.in September 1993.
 OT0870
 OT0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0870.GEOID18 height accuracy estimate available here.
 OT0870
 OT0870.Click photographs - Photos may exist for this station.
 OT0870
 OT0870.The dynamic height is computed by dividing the NAVD 88
 OT0870.geopotential number by the normal gravity value computed on the
 OT0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0870.degrees latitude (g = 980.6199 gals.).
 OT0870
 OT0870.The modeled gravity was interpolated from observed gravity values.
 OT0870
 OT0870;                    North         East    Units  Estimated Accuracy
 OT0870;SPC SD S     -   179,926.8     453,959.6     MT  (+/- 3 meters HH1 GPS) 
 OT0870
 OT0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2853068989(NAD 83)
 OT0870
 OT0870                          SUPERSEDED SURVEY CONTROL
 OT0870
 OT0870.No superseded survey control is available for this station.
 OT0870
 OT0870_MARKER: Z = SEE DESCRIPTION
 OT0870_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0870_STAMPING: 90-116.8
 OT0870_MARK LOGO: NGS
 OT0870_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0870_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0870+STABILITY: POSITION/ELEVATION WELL
 OT0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0870+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2012
 OT0870_ROD/PIPE-DEPTH: 12.8 meters
 OT0870_SLEEVE-DEPTH  : 2.0 meters
 OT0870
 OT0870  HISTORY     - Date     Condition        Report By
 OT0870  HISTORY     - 1990     MONUMENTED       SDDT
 OT0870  HISTORY     - 19910713 GOOD             NGS
 OT0870  HISTORY     - 20120625 GOOD             INDIV
 OT0870
 OT0870                          STATION DESCRIPTION
 OT0870
 OT0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0870'9.4 KM (5.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0870'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 OT0870'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OT0870'GALVANIZED STEEL PIPE, 220.0 M (721.8 FT) NORTHWEST OF THE NORTH
 OT0870'CORNER OF BRIDGE NUMBER 52-954-400, 40.4 M (132.5 FT) NORTHEAST OF
 OT0870'THE CENTERLINE OF A THE WESTBOUND LANES OF THE HIGHWAY, 31.3 M (102.7
 OT0870'FT) SOUTHEAST OF THE MOST SOUTHEASTERLY OF 6 BRACED FENCE POSTS, 25.6
 OT0870'M (84.0 FT) NORTHEAST OF THE CENTER OF A WESTBOUND OFF RAMP (EXIT
 OT0870'116), 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 OT0870'FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OT0870'THROUGH 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OT0870
 OT0870                          STATION RECOVERY (2012)
 OT0870
 OT0870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0869 ***********************************************************************
 OT0869  DESIGNATION -  I90 117.53
 OT0869  PID         -  OT0869
 OT0869  STATE/COUNTY-  SD/PENNINGTON
 OT0869  COUNTRY     -  US
 OT0869  USGS QUAD   -  WALL (2017)
 OT0869
 OT0869                         *CURRENT SURVEY CONTROL
 OT0869  ______________________________________________________________________
 OT0869* NAD 83(1986) POSITION- 43 55 46.     (N) 102 08 33.     (W)   SCALED
 OT0869* NAVD 88 ORTHO HEIGHT -   816.888 (meters)     2680.07  (feet) ADJUSTED
 OT0869  ______________________________________________________________________
 OT0869  GEOID HEIGHT    -        -19.336 (meters)                     GEOID18
 OT0869  DYNAMIC HEIGHT  -        816.638 (meters)     2679.25  (feet) COMP
 OT0869  MODELED GRAVITY -    980,284.8   (mgal)                       NAVD 88
 OT0869
 OT0869  VERT ORDER      -  FIRST     CLASS II
 OT0869
 OT0869.The horizontal coordinates were scaled from a map and have
 OT0869.an estimated accuracy of +/- 6 seconds.
 OT0869
 OT0869.The orthometric height was determined by differential leveling and
 OT0869.adjusted by the NATIONAL GEODETIC SURVEY
 OT0869.in September 1993.
 OT0869
 OT0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0869.GEOID18 height accuracy estimate available here.
 OT0869
 OT0869.Click photographs - Photos may exist for this station.
 OT0869
 OT0869.The dynamic height is computed by dividing the NAVD 88
 OT0869.geopotential number by the normal gravity value computed on the
 OT0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0869.degrees latitude (g = 980.6199 gals.).
 OT0869
 OT0869.The modeled gravity was interpolated from observed gravity values.
 OT0869
 OT0869;                    North         East    Units  Estimated Accuracy
 OT0869;SPC SD S     -   178,900.      454,750.      MT  (+/- 180 meters Scaled)
 OT0869
 OT0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ293680(NAD 83)
 OT0869
 OT0869                          SUPERSEDED SURVEY CONTROL
 OT0869
 OT0869.No superseded survey control is available for this station.
 OT0869
 OT0869_MARKER: DB = BENCH MARK DISK
 OT0869_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0869_STAMPING: 90-117.53 2678.83 1975
 OT0869_MARK LOGO: SDDT
 OT0869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0869+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0869
 OT0869  HISTORY     - Date     Condition        Report By
 OT0869  HISTORY     - 1975     MONUMENTED       SDDT
 OT0869  HISTORY     - 19910713 GOOD             NGS
 OT0869  HISTORY     - 20120619 GOOD             INDIV
 OT0869
 OT0869                          STATION DESCRIPTION
 OT0869
 OT0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0869'10.6 KM (6.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0869'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 34.7 M (113.8 FT)
 OT0869'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OT0869'31.0 M (101.7 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND
 OT0869'GATE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OT0869'NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A FENCE, AND
 OT0869'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0869
 OT0869                          STATION RECOVERY (2012)
 OT0869
 OT0869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0868 ***********************************************************************
 OT0868  DESIGNATION -  I90 118.26
 OT0868  PID         -  OT0868
 OT0868  STATE/COUNTY-  SD/PENNINGTON
 OT0868  COUNTRY     -  US
 OT0868  USGS QUAD   -  WALL (2017)
 OT0868
 OT0868                         *CURRENT SURVEY CONTROL
 OT0868  ______________________________________________________________________
 OT0868* NAD 83(1986) POSITION- 43 55 33.     (N) 102 07 44.     (W)   SCALED
 OT0868* NAVD 88 ORTHO HEIGHT -   816.545 (meters)     2678.95  (feet) ADJUSTED
 OT0868  ______________________________________________________________________
 OT0868  GEOID HEIGHT    -        -19.382 (meters)                     GEOID18
 OT0868  DYNAMIC HEIGHT  -        816.295 (meters)     2678.13  (feet) COMP
 OT0868  MODELED GRAVITY -    980,284.8   (mgal)                       NAVD 88
 OT0868
 OT0868  VERT ORDER      -  FIRST     CLASS II
 OT0868
 OT0868.The horizontal coordinates were scaled from a map and have
 OT0868.an estimated accuracy of +/- 6 seconds.
 OT0868
 OT0868.The orthometric height was determined by differential leveling and
 OT0868.adjusted by the NATIONAL GEODETIC SURVEY
 OT0868.in September 1993.
 OT0868
 OT0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0868.GEOID18 height accuracy estimate available here.
 OT0868
 OT0868.Click photographs - Photos may exist for this station.
 OT0868
 OT0868.The dynamic height is computed by dividing the NAVD 88
 OT0868.geopotential number by the normal gravity value computed on the
 OT0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0868.degrees latitude (g = 980.6199 gals.).
 OT0868
 OT0868.The modeled gravity was interpolated from observed gravity values.
 OT0868
 OT0868;                    North         East    Units  Estimated Accuracy
 OT0868;SPC SD S     -   178,470.      455,830.      MT  (+/- 180 meters Scaled)
 OT0868
 OT0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ304676(NAD 83)
 OT0868
 OT0868                          SUPERSEDED SURVEY CONTROL
 OT0868
 OT0868.No superseded survey control is available for this station.
 OT0868
 OT0868_MARKER: DB = BENCH MARK DISK
 OT0868_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0868_STAMPING: 90-118.26 2677.45 1975
 OT0868_MARK LOGO: SDDT
 OT0868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0868+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0868
 OT0868  HISTORY     - Date     Condition        Report By
 OT0868  HISTORY     - 1975     MONUMENTED       SDDT
 OT0868  HISTORY     - 19910713 GOOD             NGS
 OT0868  HISTORY     - 20120619 GOOD             INDIV
 OT0868
 OT0868                          STATION DESCRIPTION
 OT0868
 OT0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0868'11.8 KM (7.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0868'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 48.9 M (160.4 FT)
 OT0868'NORTHWEST OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN, 34.7 M
 OT0868'(113.8 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 OT0868'WESTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 OT0868'POST, 0.3 M (1.0 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT PROJECTS
 OT0868'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0868
 OT0868                          STATION RECOVERY (2012)
 OT0868
 OT0868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0867 ***********************************************************************
 OT0867  DESIGNATION -  I90 118.67
 OT0867  PID         -  OT0867
 OT0867  STATE/COUNTY-  SD/PENNINGTON
 OT0867  COUNTRY     -  US
 OT0867  USGS QUAD   -  WALL NE (2017)
 OT0867
 OT0867                         *CURRENT SURVEY CONTROL
 OT0867  ______________________________________________________________________
 OT0867* NAD 83(1986) POSITION- 43 55 26.     (N) 102 07 15.     (W)   SCALED
 OT0867* NAVD 88 ORTHO HEIGHT -   811.458 (meters)     2662.26  (feet) ADJUSTED
 OT0867  ______________________________________________________________________
 OT0867  GEOID HEIGHT    -        -19.409 (meters)                     GEOID18
 OT0867  DYNAMIC HEIGHT  -        811.209 (meters)     2661.44  (feet) COMP
 OT0867  MODELED GRAVITY -    980,284.9   (mgal)                       NAVD 88
 OT0867
 OT0867  VERT ORDER      -  FIRST     CLASS II
 OT0867
 OT0867.The horizontal coordinates were scaled from a map and have
 OT0867.an estimated accuracy of +/- 6 seconds.
 OT0867
 OT0867.The orthometric height was determined by differential leveling and
 OT0867.adjusted by the NATIONAL GEODETIC SURVEY
 OT0867.in September 1993.
 OT0867
 OT0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0867.GEOID18 height accuracy estimate available here.
 OT0867
 OT0867.Click photographs - Photos may exist for this station.
 OT0867
 OT0867.The dynamic height is computed by dividing the NAVD 88
 OT0867.geopotential number by the normal gravity value computed on the
 OT0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0867.degrees latitude (g = 980.6199 gals.).
 OT0867
 OT0867.The modeled gravity was interpolated from observed gravity values.
 OT0867
 OT0867;                    North         East    Units  Estimated Accuracy
 OT0867;SPC SD S     -   178,240.      456,470.      MT  (+/- 180 meters Scaled)
 OT0867
 OT0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ311674(NAD 83)
 OT0867
 OT0867                          SUPERSEDED SURVEY CONTROL
 OT0867
 OT0867.No superseded survey control is available for this station.
 OT0867
 OT0867_MARKER: DB = BENCH MARK DISK
 OT0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0867_STAMPING: 90-118.67
 OT0867_MARK LOGO: SDDT
 OT0867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OT0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0867+STABILITY: SURFACE MOTION
 OT0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0867+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0867
 OT0867  HISTORY     - Date     Condition        Report By
 OT0867  HISTORY     - UNK      MONUMENTED       SDDT
 OT0867  HISTORY     - 19910713 GOOD             NGS
 OT0867  HISTORY     - 20120619 GOOD             INDIV
 OT0867
 OT0867                          STATION DESCRIPTION
 OT0867
 OT0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0867'12.5 KM (7.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0867'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 42.4 M (139.1 FT)
 OT0867'NORTHWEST OF THE MOST NORTHWESTERLY OF 2 BRACED FENCE POSTS, 34.6 M
 OT0867'(113.5 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OT0867'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OT0867'FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 OT0867'WITH THE GROUND SURFACE.
 OT0867
 OT0867                          STATION RECOVERY (2012)
 OT0867
 OT0867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0866 ***********************************************************************
 OT0866  DESIGNATION -  I90 119.31
 OT0866  PID         -  OT0866
 OT0866  STATE/COUNTY-  SD/PENNINGTON
 OT0866  COUNTRY     -  US
 OT0866  USGS QUAD   -  WALL NE (2017)
 OT0866
 OT0866                         *CURRENT SURVEY CONTROL
 OT0866  ______________________________________________________________________
 OT0866* NAD 83(1986) POSITION- 43 55 16.     (N) 102 06 31.     (W)   SCALED
 OT0866* NAVD 88 ORTHO HEIGHT -   808.523 (meters)     2652.63  (feet) ADJUSTED
 OT0866  ______________________________________________________________________
 OT0866  GEOID HEIGHT    -        -19.450 (meters)                     GEOID18
 OT0866  DYNAMIC HEIGHT  -        808.275 (meters)     2651.82  (feet) COMP
 OT0866  MODELED GRAVITY -    980,285.0   (mgal)                       NAVD 88
 OT0866
 OT0866  VERT ORDER      -  FIRST     CLASS II
 OT0866
 OT0866.The horizontal coordinates were scaled from a map and have
 OT0866.an estimated accuracy of +/- 6 seconds.
 OT0866
 OT0866.The orthometric height was determined by differential leveling and
 OT0866.adjusted by the NATIONAL GEODETIC SURVEY
 OT0866.in September 1993.
 OT0866
 OT0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0866.GEOID18 height accuracy estimate available here.
 OT0866
 OT0866.Click photographs - Photos may exist for this station.
 OT0866
 OT0866.The dynamic height is computed by dividing the NAVD 88
 OT0866.geopotential number by the normal gravity value computed on the
 OT0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0866.degrees latitude (g = 980.6199 gals.).
 OT0866
 OT0866.The modeled gravity was interpolated from observed gravity values.
 OT0866
 OT0866;                    North         East    Units  Estimated Accuracy
 OT0866;SPC SD S     -   177,910.      457,450.      MT  (+/- 180 meters Scaled)
 OT0866
 OT0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ321671(NAD 83)
 OT0866
 OT0866                          SUPERSEDED SURVEY CONTROL
 OT0866
 OT0866.No superseded survey control is available for this station.
 OT0866
 OT0866_MARKER: DB = BENCH MARK DISK
 OT0866_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0866_STAMPING: 90-119.31 2651.28 1975
 OT0866_MARK LOGO: SDDT
 OT0866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0866+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0866
 OT0866  HISTORY     - Date     Condition        Report By
 OT0866  HISTORY     - 1975     MONUMENTED       SDDT
 OT0866  HISTORY     - 19910713 GOOD             NGS
 OT0866  HISTORY     - 20120619 GOOD             INDIV
 OT0866
 OT0866                          STATION DESCRIPTION
 OT0866
 OT0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0866'13.5 KM (8.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0866'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 35.0 M (114.8 FT)
 OT0866'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 OT0866'THE HIGHWAY, 13.0 M (42.7 FT) SOUTHEAST OF A T-FENCE CORNER, 0.3 M
 OT0866'(1.0 FT) NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF THE
 OT0866'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0866'SURFACE.
 OT0866
 OT0866                          STATION RECOVERY (2012)
 OT0866
 OT0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0865 ***********************************************************************
 OT0865  DESIGNATION -  I90 119.94
 OT0865  PID         -  OT0865
 OT0865  STATE/COUNTY-  SD/PENNINGTON
 OT0865  COUNTRY     -  US
 OT0865  USGS QUAD   -  WALL NE (2017)
 OT0865
 OT0865                         *CURRENT SURVEY CONTROL
 OT0865  ______________________________________________________________________
 OT0865* NAD 83(1986) POSITION- 43 55 07.     (N) 102 05 50.     (W)   SCALED
 OT0865* NAVD 88 ORTHO HEIGHT -   805.286 (meters)     2642.01  (feet) ADJUSTED
 OT0865  ______________________________________________________________________
 OT0865  GEOID HEIGHT    -        -19.489 (meters)                     GEOID18
 OT0865  DYNAMIC HEIGHT  -        805.039 (meters)     2641.20  (feet) COMP
 OT0865  MODELED GRAVITY -    980,285.3   (mgal)                       NAVD 88
 OT0865
 OT0865  VERT ORDER      -  FIRST     CLASS II
 OT0865
 OT0865.The horizontal coordinates were scaled from a map and have
 OT0865.an estimated accuracy of +/- 6 seconds.
 OT0865
 OT0865.The orthometric height was determined by differential leveling and
 OT0865.adjusted by the NATIONAL GEODETIC SURVEY
 OT0865.in September 1993.
 OT0865
 OT0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0865.GEOID18 height accuracy estimate available here.
 OT0865
 OT0865.Click photographs - Photos may exist for this station.
 OT0865
 OT0865.The dynamic height is computed by dividing the NAVD 88
 OT0865.geopotential number by the normal gravity value computed on the
 OT0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0865.degrees latitude (g = 980.6199 gals.).
 OT0865
 OT0865.The modeled gravity was interpolated from observed gravity values.
 OT0865
 OT0865;                    North         East    Units  Estimated Accuracy
 OT0865;SPC SD S     -   177,620.      458,350.      MT  (+/- 180 meters Scaled)
 OT0865
 OT0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ330669(NAD 83)
 OT0865
 OT0865                          SUPERSEDED SURVEY CONTROL
 OT0865
 OT0865.No superseded survey control is available for this station.
 OT0865
 OT0865_MARKER: DB = BENCH MARK DISK
 OT0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0865_STAMPING: 90-119.94
 OT0865_MARK LOGO: SDDT
 OT0865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OT0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0865+STABILITY: SURFACE MOTION
 OT0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0865+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0865
 OT0865  HISTORY     - Date     Condition        Report By
 OT0865  HISTORY     - UNK      MONUMENTED       SDDT
 OT0865  HISTORY     - 19910713 GOOD             NGS
 OT0865  HISTORY     - 20120619 GOOD             INDIV
 OT0865
 OT0865                          STATION DESCRIPTION
 OT0865
 OT0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0865'14.5 KM (9.00 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0865'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 OT0865'2 BRACED FENCE POSTS, 96.1 M (315.3 FT) NORTHWEST OF MILEPOST 120,
 OT0865'34.5 M (113.2 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 OT0865'OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 OT0865'(1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 OT0865'FLUSH WITH THE GROUND SURFACE.
 OT0865
 OT0865                          STATION RECOVERY (2012)
 OT0865
 OT0865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0864 ***********************************************************************
 OT0864  DESIGNATION -  I90 120.36
 OT0864  PID         -  OT0864
 OT0864  STATE/COUNTY-  SD/PENNINGTON
 OT0864  COUNTRY     -  US
 OT0864  USGS QUAD   -  WALL NE (2017)
 OT0864
 OT0864                         *CURRENT SURVEY CONTROL
 OT0864  ______________________________________________________________________
 OT0864* NAD 83(1986) POSITION- 43 55 00.     (N) 102 05 20.     (W)   SCALED
 OT0864* NAVD 88 ORTHO HEIGHT -   801.093 (meters)     2628.25  (feet) ADJUSTED
 OT0864  ______________________________________________________________________
 OT0864  GEOID HEIGHT    -        -19.518 (meters)                     GEOID18
 OT0864  DYNAMIC HEIGHT  -        800.848 (meters)     2627.45  (feet) COMP
 OT0864  MODELED GRAVITY -    980,285.5   (mgal)                       NAVD 88
 OT0864
 OT0864  VERT ORDER      -  FIRST     CLASS II
 OT0864
 OT0864.The horizontal coordinates were scaled from a map and have
 OT0864.an estimated accuracy of +/- 6 seconds.
 OT0864
 OT0864.The orthometric height was determined by differential leveling and
 OT0864.adjusted by the NATIONAL GEODETIC SURVEY
 OT0864.in September 1993.
 OT0864
 OT0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0864.GEOID18 height accuracy estimate available here.
 OT0864
 OT0864.Click photographs - Photos may exist for this station.
 OT0864
 OT0864.The dynamic height is computed by dividing the NAVD 88
 OT0864.geopotential number by the normal gravity value computed on the
 OT0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0864.degrees latitude (g = 980.6199 gals.).
 OT0864
 OT0864.The modeled gravity was interpolated from observed gravity values.
 OT0864
 OT0864;                    North         East    Units  Estimated Accuracy
 OT0864;SPC SD S     -   177,390.      459,020.      MT  (+/- 180 meters Scaled)
 OT0864
 OT0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ337667(NAD 83)
 OT0864
 OT0864                          SUPERSEDED SURVEY CONTROL
 OT0864
 OT0864.No superseded survey control is available for this station.
 OT0864
 OT0864_MARKER: DB = BENCH MARK DISK
 OT0864_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0864_STAMPING: 90-120.36 2627.01 1975
 OT0864_MARK LOGO: SDDT
 OT0864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0864+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0864
 OT0864  HISTORY     - Date     Condition        Report By
 OT0864  HISTORY     - 1975     MONUMENTED       SDDT
 OT0864  HISTORY     - 19910713 GOOD             NGS
 OT0864  HISTORY     - 20120619 GOOD             INDIV
 OT0864
 OT0864                          STATION DESCRIPTION
 OT0864
 OT0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0864'15.2 KM (9.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0864'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 76.4 M (250.7 FT)
 OT0864'NORTHWEST OF THE MOST NORTHWESTERLY OF 2 BRACED FENCE POSTS, 35.0 M
 OT0864'(114.8 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OT0864'HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OT0864'FT) NORTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF THE
 OT0864'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OT0864'SURFACE.
 OT0864
 OT0864                          STATION RECOVERY (2012)
 OT0864
 OT0864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0863 ***********************************************************************
 OT0863  DESIGNATION -  I90 120.82
 OT0863  PID         -  OT0863
 OT0863  STATE/COUNTY-  SD/PENNINGTON
 OT0863  COUNTRY     -  US
 OT0863  USGS QUAD   -  WALL NE (2017)
 OT0863
 OT0863                         *CURRENT SURVEY CONTROL
 OT0863  ______________________________________________________________________
 OT0863* NAD 83(1986) POSITION- 43 54 53.     (N) 102 04 52.     (W)   SCALED
 OT0863* NAVD 88 ORTHO HEIGHT -   798.361 (meters)     2619.29  (feet) ADJUSTED
 OT0863  ______________________________________________________________________
 OT0863  GEOID HEIGHT    -        -19.545 (meters)                     GEOID18
 OT0863  DYNAMIC HEIGHT  -        798.116 (meters)     2618.49  (feet) COMP
 OT0863  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 OT0863
 OT0863  VERT ORDER      -  FIRST     CLASS II
 OT0863
 OT0863.The horizontal coordinates were scaled from a map and have
 OT0863.an estimated accuracy of +/- 6 seconds.
 OT0863
 OT0863.The orthometric height was determined by differential leveling and
 OT0863.adjusted by the NATIONAL GEODETIC SURVEY
 OT0863.in September 1993.
 OT0863
 OT0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0863.GEOID18 height accuracy estimate available here.
 OT0863
 OT0863.Click photographs - Photos may exist for this station.
 OT0863
 OT0863.The dynamic height is computed by dividing the NAVD 88
 OT0863.geopotential number by the normal gravity value computed on the
 OT0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0863.degrees latitude (g = 980.6199 gals.).
 OT0863
 OT0863.The modeled gravity was interpolated from observed gravity values.
 OT0863
 OT0863;                    North         East    Units  Estimated Accuracy
 OT0863;SPC SD S     -   177,160.      459,640.      MT  (+/- 180 meters Scaled)
 OT0863
 OT0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ343665(NAD 83)
 OT0863
 OT0863                          SUPERSEDED SURVEY CONTROL
 OT0863
 OT0863.No superseded survey control is available for this station.
 OT0863
 OT0863_MARKER: DB = BENCH MARK DISK
 OT0863_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0863_STAMPING: 90-120.82
 OT0863_MARK LOGO: SDDT
 OT0863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0863+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0863
 OT0863  HISTORY     - Date     Condition        Report By
 OT0863  HISTORY     - UNK      MONUMENTED       SDDT
 OT0863  HISTORY     - 19910713 GOOD             NGS
 OT0863  HISTORY     - 20120619 GOOD             INDIV
 OT0863
 OT0863                          STATION DESCRIPTION
 OT0863
 OT0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0863'15.9 KM (9.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0863'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 46.7 M (153.2 FT)
 OT0863'EAST OF THE NORTH END OF A PIPE CULVERT, 31.5 M (103.3 FT) NORTHEAST
 OT0863'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.6 M (5.2
 OT0863'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A
 OT0863'WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT
 OT0863'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OT0863
 OT0863                          STATION RECOVERY (2012)
 OT0863
 OT0863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0862 ***********************************************************************
 OT0862  DESIGNATION -  I90 121.50
 OT0862  PID         -  OT0862
 OT0862  STATE/COUNTY-  SD/PENNINGTON
 OT0862  COUNTRY     -  US
 OT0862  USGS QUAD   -  WALL NE (2017)
 OT0862
 OT0862                         *CURRENT SURVEY CONTROL
 OT0862  ______________________________________________________________________
 OT0862* NAD 83(1986) POSITION- 43 54 41.     (N) 102 04 02.     (W)   SCALED
 OT0862* NAVD 88 ORTHO HEIGHT -   791.694 (meters)     2597.42  (feet) ADJUSTED
 OT0862  ______________________________________________________________________
 OT0862  GEOID HEIGHT    -        -19.593 (meters)                     GEOID18
 OT0862  DYNAMIC HEIGHT  -        791.451 (meters)     2596.62  (feet) COMP
 OT0862  MODELED GRAVITY -    980,286.2   (mgal)                       NAVD 88
 OT0862
 OT0862  VERT ORDER      -  FIRST     CLASS II
 OT0862
 OT0862.The horizontal coordinates were scaled from a map and have
 OT0862.an estimated accuracy of +/- 6 seconds.
 OT0862
 OT0862.The orthometric height was determined by differential leveling and
 OT0862.adjusted by the NATIONAL GEODETIC SURVEY
 OT0862.in September 1993.
 OT0862
 OT0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0862.GEOID18 height accuracy estimate available here.
 OT0862
 OT0862.Click photographs - Photos may exist for this station.
 OT0862
 OT0862.The dynamic height is computed by dividing the NAVD 88
 OT0862.geopotential number by the normal gravity value computed on the
 OT0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0862.degrees latitude (g = 980.6199 gals.).
 OT0862
 OT0862.The modeled gravity was interpolated from observed gravity values.
 OT0862
 OT0862;                    North         East    Units  Estimated Accuracy
 OT0862;SPC SD S     -   176,760.      460,750.      MT  (+/- 180 meters Scaled)
 OT0862
 OT0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ354662(NAD 83)
 OT0862
 OT0862                          SUPERSEDED SURVEY CONTROL
 OT0862
 OT0862.No superseded survey control is available for this station.
 OT0862
 OT0862_MARKER: DB = BENCH MARK DISK
 OT0862_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0862_STAMPING: 90-121.50 2596.10 1975
 OT0862_MARK LOGO: SDDT
 OT0862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0862+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0862
 OT0862  HISTORY     - Date     Condition        Report By
 OT0862  HISTORY     - 1975     MONUMENTED       SDDT
 OT0862  HISTORY     - 19910713 GOOD             NGS
 OT0862  HISTORY     - 20120619 GOOD             INDIV
 OT0862
 OT0862                          STATION DESCRIPTION
 OT0862
 OT0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0862'17.0 KM (10.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0862'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 34.6 M (113.5 FT)
 OT0862'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OT0862'28.9 M (94.8 FT) SOUTHEAST OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT)
 OT0862'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 OT0862'POST, 0.1 M (0.3 FT) SOUTHWEST OF THE FENCE, AND THE MONUMENT
 OT0862'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OT0862
 OT0862                          STATION RECOVERY (2012)
 OT0862
 OT0862'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0861 ***********************************************************************
 OT0861  DESIGNATION -  I90 122.1
 OT0861  PID         -  OT0861
 OT0861  STATE/COUNTY-  SD/PENNINGTON
 OT0861  COUNTRY     -  US
 OT0861  USGS QUAD   -  WALL NE (2017)
 OT0861
 OT0861                         *CURRENT SURVEY CONTROL
 OT0861  ______________________________________________________________________
 OT0861* NAD 83(1986) POSITION- 43 54 31.60   (N) 102 03 19.19   (W)   HD_HELD1
 OT0861* NAVD 88 ORTHO HEIGHT -   798.192 (meters)     2618.73  (feet) ADJUSTED
 OT0861  ______________________________________________________________________
 OT0861  GEOID HEIGHT    -        -19.635 (meters)                     GEOID18
 OT0861  DYNAMIC HEIGHT  -        797.948 (meters)     2617.93  (feet) COMP
 OT0861  MODELED GRAVITY -    980,286.6   (mgal)                       NAVD 88
 OT0861
 OT0861  VERT ORDER      -  FIRST     CLASS II
 OT0861
 OT0861.The horizontal coordinates were determined by differentially corrected
 OT0861.hand held GPS observations or other comparable positioning techniques
 OT0861.and have an estimated accuracy of +/- 3 meters.
 OT0861
 OT0861.The orthometric height was determined by differential leveling and
 OT0861.adjusted by the NATIONAL GEODETIC SURVEY
 OT0861.in September 1993.
 OT0861
 OT0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0861.GEOID18 height accuracy estimate available here.
 OT0861
 OT0861.Click photographs - Photos may exist for this station.
 OT0861
 OT0861.The dynamic height is computed by dividing the NAVD 88
 OT0861.geopotential number by the normal gravity value computed on the
 OT0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0861.degrees latitude (g = 980.6199 gals.).
 OT0861
 OT0861.The modeled gravity was interpolated from observed gravity values.
 OT0861
 OT0861;                    North         East    Units  Estimated Accuracy
 OT0861;SPC SD S     -   176,453.7     461,694.7     MT  (+/- 3 meters HH1 GPS) 
 OT0861
 OT0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3645165956(NAD 83)
 OT0861
 OT0861                          SUPERSEDED SURVEY CONTROL
 OT0861
 OT0861.No superseded survey control is available for this station.
 OT0861
 OT0861_MARKER: Z = SEE DESCRIPTION
 OT0861_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OT0861_STAMPING: 90-122.1
 OT0861_MARK LOGO: NGS
 OT0861_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0861_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0861+STABILITY: POSITION/ELEVATION WELL
 OT0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0861+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0861_ROD/PIPE-DEPTH: 6.4 meters
 OT0861_SLEEVE-DEPTH  : 2.0 meters
 OT0861
 OT0861  HISTORY     - Date     Condition        Report By
 OT0861  HISTORY     - 1990     MONUMENTED       SDDT
 OT0861  HISTORY     - 19910713 GOOD             NGS
 OT0861  HISTORY     - 20120619 GOOD             INDIV
 OT0861
 OT0861                          STATION DESCRIPTION
 OT0861
 OT0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0861'18.1 KM (11.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0861'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, A STAINLESS STEEL
 OT0861'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OT0861'GALVANIZED STEEL PIPE, 310.0 M (1017.1 FT) EAST OF THE NORTHEAST
 OT0861'CORNER OF BRIDGE NUMBER 52-A00-419, 45.2 M (148.3 FT) NORTHEAST OF
 OT0861'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 32.6 M (107.0
 OT0861'FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 6 BRACED FENCE POSTS, 31.3
 OT0861'M (102.7 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND OFF RAMP (EXIT
 OT0861'121), 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 OT0861'FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OT0861'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OT0861
 OT0861                          STATION RECOVERY (2012)
 OT0861
 OT0861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0860 ***********************************************************************
 OT0860  DESIGNATION -  I90 122.46
 OT0860  PID         -  OT0860
 OT0860  STATE/COUNTY-  SD/PENNINGTON
 OT0860  COUNTRY     -  US
 OT0860  USGS QUAD   -  WALL NE (2017)
 OT0860
 OT0860                         *CURRENT SURVEY CONTROL
 OT0860  ______________________________________________________________________
 OT0860* NAD 83(1986) POSITION- 43 54 24.     (N) 102 02 53.     (W)   SCALED
 OT0860* NAVD 88 ORTHO HEIGHT -   799.453 (meters)     2622.87  (feet) ADJUSTED
 OT0860  ______________________________________________________________________
 OT0860  GEOID HEIGHT    -        -19.660 (meters)                     GEOID18
 OT0860  DYNAMIC HEIGHT  -        799.209 (meters)     2622.07  (feet) COMP
 OT0860  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 OT0860
 OT0860  VERT ORDER      -  FIRST     CLASS II
 OT0860
 OT0860.The horizontal coordinates were scaled from a map and have
 OT0860.an estimated accuracy of +/- 6 seconds.
 OT0860
 OT0860.The orthometric height was determined by differential leveling and
 OT0860.adjusted by the NATIONAL GEODETIC SURVEY
 OT0860.in September 1993.
 OT0860
 OT0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0860.GEOID18 height accuracy estimate available here.
 OT0860
 OT0860.Click photographs - Photos may exist for this station.
 OT0860
 OT0860.The dynamic height is computed by dividing the NAVD 88
 OT0860.geopotential number by the normal gravity value computed on the
 OT0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0860.degrees latitude (g = 980.6199 gals.).
 OT0860
 OT0860.The modeled gravity was interpolated from observed gravity values.
 OT0860
 OT0860;                    North         East    Units  Estimated Accuracy
 OT0860;SPC SD S     -   176,210.      462,270.      MT  (+/- 180 meters Scaled)
 OT0860
 OT0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ370657(NAD 83)
 OT0860
 OT0860                          SUPERSEDED SURVEY CONTROL
 OT0860
 OT0860.No superseded survey control is available for this station.
 OT0860
 OT0860_MARKER: DB = BENCH MARK DISK
 OT0860_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0860_STAMPING: 90-122.46 2621.49 1975
 OT0860_MARK LOGO: SDDT
 OT0860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0860+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 OT0860
 OT0860  HISTORY     - Date     Condition        Report By
 OT0860  HISTORY     - 1975     MONUMENTED       SDDT
 OT0860  HISTORY     - 19910713 GOOD             NGS
 OT0860  HISTORY     - 20120619 GOOD             INDIV
 OT0860
 OT0860                          STATION DESCRIPTION
 OT0860
 OT0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0860'18.6 KM (11.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0860'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 39.4 M (129.3 FT)
 OT0860'SOUTHEAST OF A UTILITY POLE, 34.8 M (114.2 FT) NORTHEAST OF THE
 OT0860'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.4 M (1.3 FT)
 OT0860'NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 OT0860'HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT
 OT0860'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 OT0860
 OT0860                          STATION RECOVERY (2012)
 OT0860
 OT0860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0859 ***********************************************************************
 OT0859  DESIGNATION -  I90 123.52
 OT0859  PID         -  OT0859
 OT0859  STATE/COUNTY-  SD/PENNINGTON
 OT0859  COUNTRY     -  US
 OT0859  USGS QUAD   -  WALL NE (2017)
 OT0859
 OT0859                         *CURRENT SURVEY CONTROL
 OT0859  ______________________________________________________________________
 OT0859* NAD 83(1986) POSITION- 43 53 58.     (N) 102 01 47.     (W)   SCALED
 OT0859* NAVD 88 ORTHO HEIGHT -   786.396 (meters)     2580.03  (feet) ADJUSTED
 OT0859  ______________________________________________________________________
 OT0859  GEOID HEIGHT    -        -19.725 (meters)                     GEOID18
 OT0859  DYNAMIC HEIGHT  -        786.155 (meters)     2579.24  (feet) COMP
 OT0859  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 OT0859
 OT0859  VERT ORDER      -  FIRST     CLASS II
 OT0859
 OT0859.The horizontal coordinates were scaled from a map and have
 OT0859.an estimated accuracy of +/- 6 seconds.
 OT0859
 OT0859.The orthometric height was determined by differential leveling and
 OT0859.adjusted by the NATIONAL GEODETIC SURVEY
 OT0859.in September 1993.
 OT0859
 OT0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0859.GEOID18 height accuracy estimate available here.
 OT0859
 OT0859.Click photographs - Photos may exist for this station.
 OT0859
 OT0859.The dynamic height is computed by dividing the NAVD 88
 OT0859.geopotential number by the normal gravity value computed on the
 OT0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0859.degrees latitude (g = 980.6199 gals.).
 OT0859
 OT0859.The modeled gravity was interpolated from observed gravity values.
 OT0859
 OT0859;                    North         East    Units  Estimated Accuracy
 OT0859;SPC SD S     -   175,380.      463,730.      MT  (+/- 180 meters Scaled)
 OT0859
 OT0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ385649(NAD 83)
 OT0859
 OT0859                          SUPERSEDED SURVEY CONTROL
 OT0859
 OT0859.No superseded survey control is available for this station.
 OT0859
 OT0859_MARKER: DB = BENCH MARK DISK
 OT0859_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0859_STAMPING: 90-123.52 2578.67 1975
 OT0859_MARK LOGO: SDDT
 OT0859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OT0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0859+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OT0859
 OT0859  HISTORY     - Date     Condition        Report By
 OT0859  HISTORY     - 1975     MONUMENTED       SDDT
 OT0859  HISTORY     - 19910713 GOOD             NGS
 OT0859  HISTORY     - 20120607 GOOD             INDIV
 OT0859
 OT0859                          STATION DESCRIPTION
 OT0859
 OT0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0859'20.3 KM (12.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0859'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 36.4 M (119.4 FT)
 OT0859'SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER, 34.7 M (113.8 FT)
 OT0859'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 OT0859'THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.1 M (0.3
 OT0859'FT) SOUTHWEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OT0859'SURFACE.
 OT0859
 OT0859                          STATION RECOVERY (2012)
 OT0859
 OT0859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0858 ***********************************************************************
 OT0858  DESIGNATION -  I90 124.71
 OT0858  PID         -  OT0858
 OT0858  STATE/COUNTY-  SD/JACKSON
 OT0858  COUNTRY     -  US
 OT0858  USGS QUAD   -  WALL NE (2017)
 OT0858
 OT0858                         *CURRENT SURVEY CONTROL
 OT0858  ______________________________________________________________________
 OT0858* NAD 83(1986) POSITION- 43 53 27.     (N) 102 00 36.     (W)   SCALED
 OT0858* NAVD 88 ORTHO HEIGHT -   771.174 (meters)     2530.09  (feet) ADJUSTED
 OT0858  ______________________________________________________________________
 OT0858  GEOID HEIGHT    -        -19.795 (meters)                     GEOID18
 OT0858  DYNAMIC HEIGHT  -        770.937 (meters)     2529.32  (feet) COMP
 OT0858  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 OT0858
 OT0858  VERT ORDER      -  FIRST     CLASS II
 OT0858
 OT0858.The horizontal coordinates were scaled from a map and have
 OT0858.an estimated accuracy of +/- 6 seconds.
 OT0858
 OT0858.The orthometric height was determined by differential leveling and
 OT0858.adjusted by the NATIONAL GEODETIC SURVEY
 OT0858.in September 1993.
 OT0858
 OT0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0858.GEOID18 height accuracy estimate available here.
 OT0858
 OT0858.Click photographs - Photos may exist for this station.
 OT0858
 OT0858.The dynamic height is computed by dividing the NAVD 88
 OT0858.geopotential number by the normal gravity value computed on the
 OT0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0858.degrees latitude (g = 980.6199 gals.).
 OT0858
 OT0858.The modeled gravity was interpolated from observed gravity values.
 OT0858
 OT0858;                    North         East    Units  Estimated Accuracy
 OT0858;SPC SD S     -   174,390.      465,300.      MT  (+/- 180 meters Scaled)
 OT0858
 OT0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ401640(NAD 83)
 OT0858
 OT0858                          SUPERSEDED SURVEY CONTROL
 OT0858
 OT0858.No superseded survey control is available for this station.
 OT0858
 OT0858_MARKER: DB = BENCH MARK DISK
 OT0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0858_STAMPING: 90-124.71
 OT0858_MARK LOGO: SDDT
 OT0858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OT0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0858+STABILITY: SURFACE MOTION
 OT0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0858+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OT0858
 OT0858  HISTORY     - Date     Condition        Report By
 OT0858  HISTORY     - UNK      MONUMENTED       SDDT
 OT0858  HISTORY     - 19910713 GOOD             NGS
 OT0858  HISTORY     - 20120607 GOOD             INDIV
 OT0858
 OT0858                          STATION DESCRIPTION
 OT0858
 OT0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OT0858'22.2 KM (13.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0858'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 31.9 M (104.7 FT)
 OT0858'NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OT0858'17.2 M (56.4 FT) NORTHWEST OF A UTILITY POLE, 3.0 M (9.8 FT)
 OT0858'SOUTHWEST OF A FENCE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OT0858'0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OT0858'WITH THE GROUND SURFACE.
 OT0858
 OT0858                          STATION RECOVERY (2012)
 OT0858
 OT0858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0877 ***********************************************************************
 OS0877  DESIGNATION -  I90 125.6
 OS0877  PID         -  OS0877
 OS0877  STATE/COUNTY-  SD/JACKSON
 OS0877  COUNTRY     -  US
 OS0877  USGS QUAD   -  COTTONWOOD (2017)
 OS0877
 OS0877                         *CURRENT SURVEY CONTROL
 OS0877  ______________________________________________________________________
 OS0877* NAD 83(1986) POSITION- 43 53 02.     (N) 101 59 49.     (W)   SCALED
 OS0877* NAVD 88 ORTHO HEIGHT -   769.790 (meters)     2525.55  (feet) ADJUSTED
 OS0877  ______________________________________________________________________
 OS0877  GEOID HEIGHT    -        -19.841 (meters)                     GEOID18
 OS0877  DYNAMIC HEIGHT  -        769.552 (meters)     2524.77  (feet) COMP
 OS0877  MODELED GRAVITY -    980,283.8   (mgal)                       NAVD 88
 OS0877
 OS0877  VERT ORDER      -  FIRST     CLASS II
 OS0877
 OS0877.The horizontal coordinates were scaled from a map and have
 OS0877.an estimated accuracy of +/- 6 seconds.
 OS0877
 OS0877.The orthometric height was determined by differential leveling and
 OS0877.adjusted by the NATIONAL GEODETIC SURVEY
 OS0877.in September 1993.
 OS0877
 OS0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0877.GEOID18 height accuracy estimate available here.
 OS0877
 OS0877.Click photographs - Photos may exist for this station.
 OS0877
 OS0877.The dynamic height is computed by dividing the NAVD 88
 OS0877.geopotential number by the normal gravity value computed on the
 OS0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0877.degrees latitude (g = 980.6199 gals.).
 OS0877
 OS0877.The modeled gravity was interpolated from observed gravity values.
 OS0877
 OS0877;                    North         East    Units  Estimated Accuracy
 OS0877;SPC SD S     -   173,590.      466,330.      MT  (+/- 180 meters Scaled)
 OS0877
 OS0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP592633(NAD 83)
 OS0877
 OS0877                          SUPERSEDED SURVEY CONTROL
 OS0877
 OS0877.No superseded survey control is available for this station.
 OS0877
 OS0877_MARKER: P = PIPE CAP
 OS0877_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0877_MARK LOGO: NONE
 OS0877_PROJECTION: FLUSH
 OS0877_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0877+STABILITY: POSITION/ELEVATION WELL
 OS0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0877+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OS0877_ROD/PIPE-DEPTH: 12.8 meters
 OS0877_SLEEVE-DEPTH  : 3.0 meters
 OS0877
 OS0877  HISTORY     - Date     Condition        Report By
 OS0877  HISTORY     - 1981     MONUMENTED       SDDT
 OS0877  HISTORY     - 19910713 GOOD             NGS
 OS0877  HISTORY     - 20120607 GOOD             INDIV
 OS0877
 OS0877                          STATION DESCRIPTION
 OS0877
 OS0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0877'23.5 KM (14.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0877'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 79.0 M (259.2 FT)
 OS0877'SOUTHEAST OF THE SOUTH CORNER OF BRIDGE NUMBER 36-071-077, 34.8 M
 OS0877'(114.2 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0877'HIGHWAY, 4.0 M (13.1 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 6
 OS0877'BRACED FENCE POSTS, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0877'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST
 OS0877'OF THE FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OS0877'PVC SCREW CAP.  THE MONUMENT IS UNSTAMPED.
 OS0877
 OS0877                          STATION RECOVERY (2012)
 OS0877
 OS0877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0876 ***********************************************************************
 OS0876  DESIGNATION -  I90 126.54
 OS0876  PID         -  OS0876
 OS0876  STATE/COUNTY-  SD/JACKSON
 OS0876  COUNTRY     -  US
 OS0876  USGS QUAD   -  COTTONWOOD (2017)
 OS0876
 OS0876                         *CURRENT SURVEY CONTROL
 OS0876  ______________________________________________________________________
 OS0876* NAD 83(1986) POSITION- 43 52 37.     (N) 101 58 47.     (W)   SCALED
 OS0876* NAVD 88 ORTHO HEIGHT -   779.019 (meters)     2555.83  (feet) ADJUSTED
 OS0876  ______________________________________________________________________
 OS0876  GEOID HEIGHT    -        -19.900 (meters)                     GEOID18
 OS0876  DYNAMIC HEIGHT  -        778.777 (meters)     2555.04  (feet) COMP
 OS0876  MODELED GRAVITY -    980,282.2   (mgal)                       NAVD 88
 OS0876
 OS0876  VERT ORDER      -  FIRST     CLASS II
 OS0876
 OS0876.The horizontal coordinates were scaled from a map and have
 OS0876.an estimated accuracy of +/- 6 seconds.
 OS0876
 OS0876.The orthometric height was determined by differential leveling and
 OS0876.adjusted by the NATIONAL GEODETIC SURVEY
 OS0876.in September 1993.
 OS0876
 OS0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0876.GEOID18 height accuracy estimate available here.
 OS0876
 OS0876.Click photographs - Photos may exist for this station.
 OS0876
 OS0876.The dynamic height is computed by dividing the NAVD 88
 OS0876.geopotential number by the normal gravity value computed on the
 OS0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0876.degrees latitude (g = 980.6199 gals.).
 OS0876
 OS0876.The modeled gravity was interpolated from observed gravity values.
 OS0876
 OS0876;                    North         East    Units  Estimated Accuracy
 OS0876;SPC SD S     -   172,790.      467,700.      MT  (+/- 180 meters Scaled)
 OS0876
 OS0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP606625(NAD 83)
 OS0876
 OS0876                          SUPERSEDED SURVEY CONTROL
 OS0876
 OS0876.No superseded survey control is available for this station.
 OS0876
 OS0876_MARKER: DB = BENCH MARK DISK
 OS0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0876_STAMPING: 90-126.54
 OS0876_MARK LOGO: SDDT
 OS0876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0876+STABILITY: SURFACE MOTION
 OS0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0876+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OS0876
 OS0876  HISTORY     - Date     Condition        Report By
 OS0876  HISTORY     - UNK      MONUMENTED       SDDT
 OS0876  HISTORY     - 19910713 GOOD             NGS
 OS0876  HISTORY     - 20120607 GOOD             INDIV
 OS0876
 OS0876                          STATION DESCRIPTION
 OS0876
 OS0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0876'25.1 KM (15.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0876'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 32.9 M (107.9 FT)
 OS0876'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0876'2.0 M (6.6 FT) SOUTHWEST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW
 OS0876'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST,
 OS0876'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0876
 OS0876                          STATION RECOVERY (2012)
 OS0876
 OS0876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0875 ***********************************************************************
 OS0875  DESIGNATION -  I90 127.20
 OS0875  PID         -  OS0875
 OS0875  STATE/COUNTY-  SD/JACKSON
 OS0875  COUNTRY     -  US
 OS0875  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0875
 OS0875                         *CURRENT SURVEY CONTROL
 OS0875  ______________________________________________________________________
 OS0875* NAD 83(1986) POSITION- 43 52 18.     (N) 101 58 08.     (W)   SCALED
 OS0875* NAVD 88 ORTHO HEIGHT -   779.152 (meters)     2556.27  (feet) ADJUSTED
 OS0875  ______________________________________________________________________
 OS0875  GEOID HEIGHT    -        -19.938 (meters)                     GEOID18
 OS0875  DYNAMIC HEIGHT  -        778.909 (meters)     2555.47  (feet) COMP
 OS0875  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 OS0875
 OS0875  VERT ORDER      -  FIRST     CLASS II
 OS0875
 OS0875.The horizontal coordinates were scaled from a map and have
 OS0875.an estimated accuracy of +/- 6 seconds.
 OS0875
 OS0875.The orthometric height was determined by differential leveling and
 OS0875.adjusted by the NATIONAL GEODETIC SURVEY
 OS0875.in September 1993.
 OS0875
 OS0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0875.GEOID18 height accuracy estimate available here.
 OS0875
 OS0875.Click photographs - Photos may exist for this station.
 OS0875
 OS0875.The dynamic height is computed by dividing the NAVD 88
 OS0875.geopotential number by the normal gravity value computed on the
 OS0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0875.degrees latitude (g = 980.6199 gals.).
 OS0875
 OS0875.The modeled gravity was interpolated from observed gravity values.
 OS0875
 OS0875;                    North         East    Units  Estimated Accuracy
 OS0875;SPC SD S     -   172,190.      468,560.      MT  (+/- 180 meters Scaled)
 OS0875
 OS0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP614619(NAD 83)
 OS0875
 OS0875                          SUPERSEDED SURVEY CONTROL
 OS0875
 OS0875.No superseded survey control is available for this station.
 OS0875
 OS0875_MARKER: DB = BENCH MARK DISK
 OS0875_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0875_STAMPING: 90-127.20
 OS0875_MARK LOGO: SDDT
 OS0875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OS0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0875+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OS0875
 OS0875  HISTORY     - Date     Condition        Report By
 OS0875  HISTORY     - UNK      MONUMENTED       SDDT
 OS0875  HISTORY     - 19910713 GOOD             NGS
 OS0875  HISTORY     - 20120607 GOOD             INDIV
 OS0875
 OS0875                          STATION DESCRIPTION
 OS0875
 OS0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0875'26.1 KM (16.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0875'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 39.0 M (128.0 FT)
 OS0875'SOUTHEAST OF A UTILITY POLE WITH 1 GUY CABLE, 28.4 M (93.2 FT)
 OS0875'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0875'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OS0875'SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 OS0875'M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS0875
 OS0875                          STATION RECOVERY (2012)
 OS0875
 OS0875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0874 ***********************************************************************
 OS0874  DESIGNATION -  I90 127.9
 OS0874  PID         -  OS0874
 OS0874  STATE/COUNTY-  SD/JACKSON
 OS0874  COUNTRY     -  US
 OS0874  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0874
 OS0874                         *CURRENT SURVEY CONTROL
 OS0874  ______________________________________________________________________
 OS0874* NAD 83(1986) POSITION- 43 52 03.     (N) 101 57 23.     (W)   SCALED
 OS0874* NAVD 88 ORTHO HEIGHT -   782.064 (meters)     2565.82  (feet) ADJUSTED
 OS0874  ______________________________________________________________________
 OS0874  GEOID HEIGHT    -        -19.981 (meters)                     GEOID18
 OS0874  DYNAMIC HEIGHT  -        781.820 (meters)     2565.02  (feet) COMP
 OS0874  MODELED GRAVITY -    980,280.6   (mgal)                       NAVD 88
 OS0874
 OS0874  VERT ORDER      -  FIRST     CLASS II
 OS0874
 OS0874.The horizontal coordinates were scaled from a map and have
 OS0874.an estimated accuracy of +/- 6 seconds.
 OS0874
 OS0874.The orthometric height was determined by differential leveling and
 OS0874.adjusted by the NATIONAL GEODETIC SURVEY
 OS0874.in September 1993.
 OS0874
 OS0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0874.GEOID18 height accuracy estimate available here.
 OS0874
 OS0874.Click photographs - Photos may exist for this station.
 OS0874
 OS0874.The dynamic height is computed by dividing the NAVD 88
 OS0874.geopotential number by the normal gravity value computed on the
 OS0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0874.degrees latitude (g = 980.6199 gals.).
 OS0874
 OS0874.The modeled gravity was interpolated from observed gravity values.
 OS0874
 OS0874;                    North         East    Units  Estimated Accuracy
 OS0874;SPC SD S     -   171,710.      469,550.      MT  (+/- 180 meters Scaled)
 OS0874
 OS0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP624614(NAD 83)
 OS0874
 OS0874                          SUPERSEDED SURVEY CONTROL
 OS0874
 OS0874.No superseded survey control is available for this station.
 OS0874
 OS0874_MARKER: P = PIPE CAP
 OS0874_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0874_MARK LOGO: NONE
 OS0874_PROJECTION: RECESSED 5 CENTIMETERS
 OS0874_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0874+STABILITY: POSITION/ELEVATION WELL
 OS0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0874+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 OS0874_ROD/PIPE-DEPTH: 6.4 meters
 OS0874_SLEEVE-DEPTH  : 3.0 meters
 OS0874
 OS0874  HISTORY     - Date     Condition        Report By
 OS0874  HISTORY     - 1981     MONUMENTED       SDDT
 OS0874  HISTORY     - 19910713 GOOD             NGS
 OS0874  HISTORY     - 20120529 GOOD             INDIV
 OS0874
 OS0874                          STATION DESCRIPTION
 OS0874
 OS0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0874'27.2 KM (16.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0874'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 0.25 KM (0.15 MI)
 OS0874'EAST OF THE EAST CORNER OF BRIDGE NUMBER 36-090-087, 103.0 M (337.9
 OS0874'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0874'HIGHWAY, 28.7 M (94.2 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND
 OS0874'OFF RAMP (EXIT 127), 2.0 M (6.6 FT) SOUTHEAST OF THE MOST
 OS0874'SOUTHEASTERLY OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL
 OS0874'OF THE RAMP, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.2 M (0.7
 OS0874'FT) SOUTHWEST OF THE FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0874'THROUGH A 4-INCH PVC SCREW CAP.  THE MONUMENT IS UNSTAMPED.
 OS0874
 OS0874                          STATION RECOVERY (2012)
 OS0874
 OS0874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0873 ***********************************************************************
 OS0873  DESIGNATION -  I90 128.26
 OS0873  PID         -  OS0873
 OS0873  STATE/COUNTY-  SD/JACKSON
 OS0873  COUNTRY     -  US
 OS0873  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0873
 OS0873                         *CURRENT SURVEY CONTROL
 OS0873  ______________________________________________________________________
 OS0873* NAD 83(1986) POSITION- 43 51 51.     (N) 101 56 58.     (W)   SCALED
 OS0873* NAVD 88 ORTHO HEIGHT -   780.579 (meters)     2560.95  (feet) ADJUSTED
 OS0873  ______________________________________________________________________
 OS0873  GEOID HEIGHT    -        -20.005 (meters)                     GEOID18
 OS0873  DYNAMIC HEIGHT  -        780.335 (meters)     2560.15  (feet) COMP
 OS0873  MODELED GRAVITY -    980,280.0   (mgal)                       NAVD 88
 OS0873
 OS0873  VERT ORDER      -  FIRST     CLASS II
 OS0873
 OS0873.The horizontal coordinates were scaled from a map and have
 OS0873.an estimated accuracy of +/- 6 seconds.
 OS0873
 OS0873.The orthometric height was determined by differential leveling and
 OS0873.adjusted by the NATIONAL GEODETIC SURVEY
 OS0873.in September 1993.
 OS0873
 OS0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0873.GEOID18 height accuracy estimate available here.
 OS0873
 OS0873.Click photographs - Photos may exist for this station.
 OS0873
 OS0873.The dynamic height is computed by dividing the NAVD 88
 OS0873.geopotential number by the normal gravity value computed on the
 OS0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0873.degrees latitude (g = 980.6199 gals.).
 OS0873
 OS0873.The modeled gravity was interpolated from observed gravity values.
 OS0873
 OS0873;                    North         East    Units  Estimated Accuracy
 OS0873;SPC SD S     -   171,330.      470,100.      MT  (+/- 180 meters Scaled)
 OS0873
 OS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP629610(NAD 83)
 OS0873
 OS0873                          SUPERSEDED SURVEY CONTROL
 OS0873
 OS0873.No superseded survey control is available for this station.
 OS0873
 OS0873_MARKER: DB = BENCH MARK DISK
 OS0873_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0873_STAMPING: 90-128.26
 OS0873_MARK LOGO: SDDT
 OS0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0873+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 OS0873
 OS0873  HISTORY     - Date     Condition        Report By
 OS0873  HISTORY     - UNK      MONUMENTED       SDDT
 OS0873  HISTORY     - 19910713 GOOD             NGS
 OS0873  HISTORY     - 20120529 GOOD             INDIV
 OS0873
 OS0873                          STATION DESCRIPTION
 OS0873
 OS0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0873'27.9 KM (17.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0873'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 34.5 M (113.2 FT)
 OS0873'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0873'16.3 M (53.5 FT) NORTHWEST OF A UTILITY POLE, 6.1 M (20.0 FT)
 OS0873'SOUTHEAST OF A T-FENCE CORNER, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE
 OS0873'HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND
 OS0873'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS0873
 OS0873                          STATION RECOVERY (2012)
 OS0873
 OS0873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0872 ***********************************************************************
 OS0872  DESIGNATION -  I90 129.46
 OS0872  PID         -  OS0872
 OS0872  STATE/COUNTY-  SD/JACKSON
 OS0872  COUNTRY     -  US
 OS0872  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0872
 OS0872                         *CURRENT SURVEY CONTROL
 OS0872  ______________________________________________________________________
 OS0872* NAD 83(1986) POSITION- 43 51 20.     (N) 101 55 46.     (W)   SCALED
 OS0872* NAVD 88 ORTHO HEIGHT -   796.127 (meters)     2611.96  (feet) ADJUSTED
 OS0872  ______________________________________________________________________
 OS0872  GEOID HEIGHT    -        -20.074 (meters)                     GEOID18
 OS0872  DYNAMIC HEIGHT  -        795.877 (meters)     2611.14  (feet) COMP
 OS0872  MODELED GRAVITY -    980,278.5   (mgal)                       NAVD 88
 OS0872
 OS0872  VERT ORDER      -  FIRST     CLASS II
 OS0872
 OS0872.The horizontal coordinates were scaled from a map and have
 OS0872.an estimated accuracy of +/- 6 seconds.
 OS0872
 OS0872.The orthometric height was determined by differential leveling and
 OS0872.adjusted by the NATIONAL GEODETIC SURVEY
 OS0872.in September 1993.
 OS0872
 OS0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0872.GEOID18 height accuracy estimate available here.
 OS0872
 OS0872.Click photographs - Photos may exist for this station.
 OS0872
 OS0872.The dynamic height is computed by dividing the NAVD 88
 OS0872.geopotential number by the normal gravity value computed on the
 OS0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0872.degrees latitude (g = 980.6199 gals.).
 OS0872
 OS0872.The modeled gravity was interpolated from observed gravity values.
 OS0872
 OS0872;                    North         East    Units  Estimated Accuracy
 OS0872;SPC SD S     -   170,340.      471,690.      MT  (+/- 180 meters Scaled)
 OS0872
 OS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP645600(NAD 83)
 OS0872
 OS0872                          SUPERSEDED SURVEY CONTROL
 OS0872
 OS0872.No superseded survey control is available for this station.
 OS0872
 OS0872_MARKER: DB = BENCH MARK DISK
 OS0872_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0872_STAMPING: 90-129.46
 OS0872_MARK LOGO: SDDT
 OS0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0872+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 OS0872
 OS0872  HISTORY     - Date     Condition        Report By
 OS0872  HISTORY     - UNK      MONUMENTED       SDDT
 OS0872  HISTORY     - 19910713 GOOD             NGS
 OS0872  HISTORY     - 20120529 GOOD             INDIV
 OS0872
 OS0872                          STATION DESCRIPTION
 OS0872
 OS0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0872'29.8 KM (18.50 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0872'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 34.4 M (112.9 FT)
 OS0872'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0872'3.0 M (9.8 FT) NORTHWEST OF 2 BRACED FENCE POSTS, 1.4 M (4.6 FT)
 OS0872'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 OS0872'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS0872'GROUND SURFACE.
 OS0872
 OS0872                          STATION RECOVERY (2012)
 OS0872
 OS0872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0871 ***********************************************************************
 OS0871  DESIGNATION -  I90 130.05
 OS0871  PID         -  OS0871
 OS0871  STATE/COUNTY-  SD/JACKSON
 OS0871  COUNTRY     -  US
 OS0871  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0871
 OS0871                         *CURRENT SURVEY CONTROL
 OS0871  ______________________________________________________________________
 OS0871* NAD 83(1986) POSITION- 43 51 02.     (N) 101 55 12.     (W)   SCALED
 OS0871* NAVD 88 ORTHO HEIGHT -   781.512 (meters)     2564.01  (feet) ADJUSTED
 OS0871  ______________________________________________________________________
 OS0871  GEOID HEIGHT    -        -20.108 (meters)                     GEOID18
 OS0871  DYNAMIC HEIGHT  -        781.265 (meters)     2563.20  (feet) COMP
 OS0871  MODELED GRAVITY -    980,277.6   (mgal)                       NAVD 88
 OS0871
 OS0871  VERT ORDER      -  FIRST     CLASS II
 OS0871
 OS0871.The horizontal coordinates were scaled from a map and have
 OS0871.an estimated accuracy of +/- 6 seconds.
 OS0871
 OS0871.The orthometric height was determined by differential leveling and
 OS0871.adjusted by the NATIONAL GEODETIC SURVEY
 OS0871.in September 1993.
 OS0871
 OS0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0871.GEOID18 height accuracy estimate available here.
 OS0871
 OS0871.Click photographs - Photos may exist for this station.
 OS0871
 OS0871.The dynamic height is computed by dividing the NAVD 88
 OS0871.geopotential number by the normal gravity value computed on the
 OS0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0871.degrees latitude (g = 980.6199 gals.).
 OS0871
 OS0871.The modeled gravity was interpolated from observed gravity values.
 OS0871
 OS0871;                    North         East    Units  Estimated Accuracy
 OS0871;SPC SD S     -   169,770.      472,440.      MT  (+/- 180 meters Scaled)
 OS0871
 OS0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP653594(NAD 83)
 OS0871
 OS0871                          SUPERSEDED SURVEY CONTROL
 OS0871
 OS0871.No superseded survey control is available for this station.
 OS0871
 OS0871_MARKER: DB = BENCH MARK DISK
 OS0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0871_STAMPING: 90-130.05
 OS0871_MARK LOGO: SDDT
 OS0871_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0871+STABILITY: SURFACE MOTION
 OS0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0871+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 OS0871
 OS0871  HISTORY     - Date     Condition        Report By
 OS0871  HISTORY     - UNK      MONUMENTED       SDDT
 OS0871  HISTORY     - 19910713 GOOD             NGS
 OS0871  HISTORY     - 20120529 GOOD             INDIV
 OS0871
 OS0871                          STATION DESCRIPTION
 OS0871
 OS0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0871'30.7 KM (19.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0871'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 OS0871'2 BRACED FENCE POSTS, 92.5 M (303.5 FT) SOUTHEAST OF MILEPOST 130,
 OS0871'34.3 M (112.5 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 OS0871'OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 OS0871'(2.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 OS0871'FLUSH WITH THE GROUND SURFACE.
 OS0871
 OS0871                          STATION RECOVERY (2012)
 OS0871
 OS0871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0870 ***********************************************************************
 OS0870  DESIGNATION -  I90 130.67
 OS0870  PID         -  OS0870
 OS0870  STATE/COUNTY-  SD/JACKSON
 OS0870  COUNTRY     -  US
 OS0870  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0870
 OS0870                         *CURRENT SURVEY CONTROL
 OS0870  ______________________________________________________________________
 OS0870* NAD 83(1986) POSITION- 43 50 45.     (N) 101 54 35.     (W)   SCALED
 OS0870* NAVD 88 ORTHO HEIGHT -   773.768 (meters)     2538.60  (feet) ADJUSTED
 OS0870  ______________________________________________________________________
 OS0870  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 OS0870  DYNAMIC HEIGHT  -        773.523 (meters)     2537.80  (feet) COMP
 OS0870  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OS0870
 OS0870  VERT ORDER      -  FIRST     CLASS II
 OS0870
 OS0870.The horizontal coordinates were scaled from a map and have
 OS0870.an estimated accuracy of +/- 6 seconds.
 OS0870
 OS0870.The orthometric height was determined by differential leveling and
 OS0870.adjusted by the NATIONAL GEODETIC SURVEY
 OS0870.in September 1993.
 OS0870
 OS0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0870.GEOID18 height accuracy estimate available here.
 OS0870
 OS0870.Click photographs - Photos may exist for this station.
 OS0870
 OS0870.The dynamic height is computed by dividing the NAVD 88
 OS0870.geopotential number by the normal gravity value computed on the
 OS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0870.degrees latitude (g = 980.6199 gals.).
 OS0870
 OS0870.The modeled gravity was interpolated from observed gravity values.
 OS0870
 OS0870;                    North         East    Units  Estimated Accuracy
 OS0870;SPC SD S     -   169,230.      473,260.      MT  (+/- 180 meters Scaled)
 OS0870
 OS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP661588(NAD 83)
 OS0870
 OS0870                          SUPERSEDED SURVEY CONTROL
 OS0870
 OS0870.No superseded survey control is available for this station.
 OS0870
 OS0870_MARKER: DB = BENCH MARK DISK
 OS0870_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0870_STAMPING: 90-130.67
 OS0870_MARK LOGO: SDDT
 OS0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0870+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 OS0870
 OS0870  HISTORY     - Date     Condition        Report By
 OS0870  HISTORY     - UNK      MONUMENTED       SDDT
 OS0870  HISTORY     - 19910713 GOOD             NGS
 OS0870  HISTORY     - 20120529 GOOD             INDIV
 OS0870
 OS0870                          STATION DESCRIPTION
 OS0870
 OS0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0870'31.7 KM (19.70 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0870'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 34.8 M (114.2 FT)
 OS0870'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0870'25.0 M (82.0 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 2 BRACED
 OS0870'FENCE POSTS, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 OS0870'(1.3 FT) NORTHEAST OF A WITNESS POST, DIRECTLY UNDER A FENCE, AND THE
 OS0870'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OS0870
 OS0870                          STATION RECOVERY (2012)
 OS0870
 OS0870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0617 ***********************************************************************
 OS0617  DESIGNATION -  I90 131.25
 OS0617  PID         -  OS0617
 OS0617  STATE/COUNTY-  SD/JACKSON
 OS0617  COUNTRY     -  US
 OS0617  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0617
 OS0617                         *CURRENT SURVEY CONTROL
 OS0617  ______________________________________________________________________
 OS0617* NAD 83(1986) POSITION- 43 50 17.72   (N) 101 54 00.13   (W)   HD_HELD1
 OS0617* NAVD 88 ORTHO HEIGHT -   770.064 (meters)     2526.45  (feet) ADJUSTED
 OS0617  ______________________________________________________________________
 OS0617  GEOID HEIGHT    -        -20.178 (meters)                     GEOID18
 OS0617  DYNAMIC HEIGHT  -        769.820 (meters)     2525.65  (feet) COMP
 OS0617  MODELED GRAVITY -    980,275.8   (mgal)                       NAVD 88
 OS0617
 OS0617  VERT ORDER      -  FIRST     CLASS II
 OS0617
 OS0617.The horizontal coordinates were determined by differentially corrected
 OS0617.hand held GPS observations or other comparable positioning techniques
 OS0617.and have an estimated accuracy of +/- 3 meters.
 OS0617
 OS0617.The orthometric height was determined by differential leveling and
 OS0617.adjusted by the NATIONAL GEODETIC SURVEY
 OS0617.in June 1991.
 OS0617
 OS0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0617.GEOID18 height accuracy estimate available here.
 OS0617
 OS0617.Click photographs - Photos may exist for this station.
 OS0617
 OS0617.The dynamic height is computed by dividing the NAVD 88
 OS0617.geopotential number by the normal gravity value computed on the
 OS0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0617.degrees latitude (g = 980.6199 gals.).
 OS0617
 OS0617.The modeled gravity was interpolated from observed gravity values.
 OS0617
 OS0617;                    North         East    Units  Estimated Accuracy
 OS0617;SPC SD S     -   168,373.1     474,018.1     MT  (+/- 3 meters HH1 GPS) 
 OS0617
 OS0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6685757996(NAD 83)
 OS0617
 OS0617                          SUPERSEDED SURVEY CONTROL
 OS0617
 OS0617.No superseded survey control is available for this station.
 OS0617
 OS0617_MARKER: P = PIPE CAP
 OS0617_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0617_STAMPING: I90-131.25
 OS0617_MARK LOGO: NONE
 OS0617_PROJECTION: FLUSH
 OS0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0617+STABILITY: POSITION/ELEVATION WELL
 OS0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0617+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 OS0617_ROD/PIPE-DEPTH: 6.4 meters
 OS0617
 OS0617  HISTORY     - Date     Condition        Report By
 OS0617  HISTORY     - UNK      MONUMENTED       SDDT
 OS0617  HISTORY     - 1985     GOOD             NGS
 OS0617  HISTORY     - 19910713 GOOD             NGS
 OS0617  HISTORY     - 20071022 GOOD             GEOCAC
 OS0617  HISTORY     - 20120529 POOR             INDIV
 OS0617
 OS0617                          STATION DESCRIPTION
 OS0617
 OS0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0617'30.4 KM (18.9 MI) WEST FROM KADOKA.
 OS0617'THE MARK IS 3.0 M BELOW THE STATE HIGHWAY.
 OS0617'30.4 KM (18.9 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY
 OS0617'73 SOUTH AT KADOKA, IN THE SOUTHWEST CORNER OF THE JUNCTION OF THE
 OS0617'EAST BOUND HIGHWAY OFFRAMP AND STATE HIGHWAY 240, 0.4 KM (0.25 MI)
 OS0617'SOUTHEAST OF MILEPOST 131, 0.2 KM (0.15 MI) SOUTH OF THE SOUTH END OF
 OS0617'THE STATE HIGHWAY 240 OVERPASS OVER I-90, ALSO 15.7 KM (9.8 MI) NORTH
 OS0617'EAST OF INTERIOR, 85.1 METERS (279 FT) SOUTH OF THE CENTER OF THE
 OS0617'OFFRAMP, 29.9 METERS (98 FT) WEST OF THE CENTER OF THE STATE HIGHWAY,
 OS0617'38.1 METERS (125 FT) NORTHEAST OF A STANDARD GAS STATION SIGN, 1.3
 OS0617'METERS (4.5 FT) SOUTHEAST OF A FENCE CORNER FOR A SLIGHT OFFSET IN THE
 OS0617'RIGHT-OF-WAY FENCE AND 0.5 METER (1.5 FT) EAST OF THE RIGHT-OF-WAY
 OS0617'FENCE.  ACCESS--TO BE HAD THRU A 4-INCH PLASTIC SCREW CAP.
 OS0617'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OS0617
 OS0617                          STATION RECOVERY (1991)
 OS0617
 OS0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0617'32.8 KM (20.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0617'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 200.0 M (656.2 FT)
 OS0617'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OS0617'197.0 M (646.3 FT) SOUTH OF THE SOUTHWEST CORNER OF OVERPASS NUMBER
 OS0617'36-120-107, 97.0 M (318.2 FT) SOUTH OF THE CENTER OF AN EASTBOUND OFF
 OS0617'RAMP (EXIT 131), 30.0 M (98.4 FT) WEST OF THE CENTERLINE OF STATE
 OS0617'HIGHWAY 240, 2.4 M (7.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M
 OS0617'(4.9 FT) SOUTH OF A FENCE CORNER, 0.5 M (1.6 FT) EAST OF THE FENCE,
 OS0617'AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 OS0617'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0617
 OS0617                          STATION RECOVERY (2007)
 OS0617
 OS0617'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OS0617'RECOVERED IN GOOD CONDITION.
 OS0617
 OS0617                          STATION RECOVERY (2012)
 OS0617
 OS0617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0617'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0869 ***********************************************************************
 OS0869  DESIGNATION -  I90 131.89
 OS0869  PID         -  OS0869
 OS0869  STATE/COUNTY-  SD/JACKSON
 OS0869  COUNTRY     -  US
 OS0869  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0869
 OS0869                         *CURRENT SURVEY CONTROL
 OS0869  ______________________________________________________________________
 OS0869* NAD 83(1986) POSITION- 43 50 12.     (N) 101 53 28.     (W)   SCALED
 OS0869* NAVD 88 ORTHO HEIGHT -   761.533 (meters)     2498.46  (feet) ADJUSTED
 OS0869  ______________________________________________________________________
 OS0869  GEOID HEIGHT    -        -20.209 (meters)                     GEOID18
 OS0869  DYNAMIC HEIGHT  -        761.291 (meters)     2497.67  (feet) COMP
 OS0869  MODELED GRAVITY -    980,276.0   (mgal)                       NAVD 88
 OS0869
 OS0869  VERT ORDER      -  FIRST     CLASS II
 OS0869
 OS0869.The horizontal coordinates were scaled from a map and have
 OS0869.an estimated accuracy of +/- 6 seconds.
 OS0869
 OS0869.The orthometric height was determined by differential leveling and
 OS0869.adjusted by the NATIONAL GEODETIC SURVEY
 OS0869.in September 1993.
 OS0869
 OS0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0869.GEOID18 height accuracy estimate available here.
 OS0869
 OS0869.Click photographs - Photos may exist for this station.
 OS0869
 OS0869.The dynamic height is computed by dividing the NAVD 88
 OS0869.geopotential number by the normal gravity value computed on the
 OS0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0869.degrees latitude (g = 980.6199 gals.).
 OS0869
 OS0869.The modeled gravity was interpolated from observed gravity values.
 OS0869
 OS0869;                    North         East    Units  Estimated Accuracy
 OS0869;SPC SD S     -   168,180.      474,730.      MT  (+/- 180 meters Scaled)
 OS0869
 OS0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP675577(NAD 83)
 OS0869
 OS0869                          SUPERSEDED SURVEY CONTROL
 OS0869
 OS0869.No superseded survey control is available for this station.
 OS0869
 OS0869_MARKER: DB = BENCH MARK DISK
 OS0869_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0869_STAMPING: 90-131.89
 OS0869_MARK LOGO: SDDT
 OS0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0869+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1991
 OS0869
 OS0869  HISTORY     - Date     Condition        Report By
 OS0869  HISTORY     - UNK      MONUMENTED       SDDT
 OS0869  HISTORY     - 19910713 GOOD             NGS
 OS0869
 OS0869                          STATION DESCRIPTION
 OS0869
 OS0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0869'29.5 KM (18.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0869'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 42.5 M (139.4 FT)
 OS0869'NORTHWEST OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (EXIT 131
 OS0869'FOOD-LODGING), 32.7 M (107.3 FT) NORTH OF THE CENTERLINE OF THE
 OS0869'WESTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OS0869'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OS0869'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0619 ***********************************************************************
 OS0619  DESIGNATION -  I90 132.87
 OS0619  PID         -  OS0619
 OS0619  STATE/COUNTY-  SD/JACKSON
 OS0619  COUNTRY     -  US
 OS0619  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0619
 OS0619                         *CURRENT SURVEY CONTROL
 OS0619  ______________________________________________________________________
 OS0619* NAD 83(1986) POSITION- 43 50 11.     (N) 101 52 11.     (W)   SCALED
 OS0619* NAVD 88 ORTHO HEIGHT -   752.391 (meters)     2468.47  (feet) ADJUSTED
 OS0619  ______________________________________________________________________
 OS0619  GEOID HEIGHT    -        -20.284 (meters)                     GEOID18
 OS0619  DYNAMIC HEIGHT  -        752.152 (meters)     2467.69  (feet) COMP
 OS0619  MODELED GRAVITY -    980,277.4   (mgal)                       NAVD 88
 OS0619
 OS0619  VERT ORDER      -  FIRST     CLASS II
 OS0619
 OS0619.The horizontal coordinates were scaled from a map and have
 OS0619.an estimated accuracy of +/- 6 seconds.
 OS0619
 OS0619.The orthometric height was determined by differential leveling and
 OS0619.adjusted by the NATIONAL GEODETIC SURVEY
 OS0619.in September 1993.
 OS0619
 OS0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0619.GEOID18 height accuracy estimate available here.
 OS0619
 OS0619.Click photographs - Photos may exist for this station.
 OS0619
 OS0619.The dynamic height is computed by dividing the NAVD 88
 OS0619.geopotential number by the normal gravity value computed on the
 OS0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0619.degrees latitude (g = 980.6199 gals.).
 OS0619
 OS0619.The modeled gravity was interpolated from observed gravity values.
 OS0619
 OS0619;                    North         East    Units  Estimated Accuracy
 OS0619;SPC SD S     -   168,120.      476,450.      MT  (+/- 180 meters Scaled)
 OS0619
 OS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP692577(NAD 83)
 OS0619
 OS0619                          SUPERSEDED SURVEY CONTROL
 OS0619
 OS0619  NAVD 88 (06/15/91)  752.385  (m)         2468.45   (f) SUPERSEDED  1 2
 OS0619
 OS0619.Superseded values are not recommended for survey control.
 OS0619
 OS0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0619.See file dsdata.pdf to determine how the superseded data were derived.
 OS0619
 OS0619_MARKER: P = PIPE CAP
 OS0619_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0619_STAMPING: I90-132.87
 OS0619_MARK LOGO: NONE
 OS0619_PROJECTION: FLUSH
 OS0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0619+STABILITY: POSITION/ELEVATION WELL
 OS0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0619+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1991
 OS0619_ROD/PIPE-DEPTH: 6.4 meters
 OS0619
 OS0619  HISTORY     - Date     Condition        Report By
 OS0619  HISTORY     - UNK      MONUMENTED       SDDT
 OS0619  HISTORY     - 1985     GOOD             NGS
 OS0619  HISTORY     - 19910713 GOOD             NGS
 OS0619
 OS0619                          STATION DESCRIPTION
 OS0619
 OS0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0619'27.8 KM (17.3 MI) WEST FROM KADOKA.
 OS0619'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OS0619'27.85 KM (17.4 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY
 OS0619'73 SOUTH AT KADOKA, IN THE NORTHEAST CORNER OF THE CROSSING OF BIG
 OS0619'BUFFALO CREEK, 0.15 KM (0.1 MI) WEST OF MILEPOST 133, 28.9 METERS (95
 OS0619'FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 27.7 METERS (91 FT)
 OS0619'NORTHEAST OF THE NORTHEAST CORNER OF THE WEST BOUND BRIDGE, 16.6
 OS0619'METERS (54.5 FT) EAST OF A FENCE T JUNCTION AND 0.15 METER (0.5 FT)
 OS0619'SOUTH OF THE RIGHT-OF-WAY FENCE.  ACCESS--IS TO BE HAD THROUGH A
 OS0619'4-INCH PLASTIC SCREW CAP.
 OS0619'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0619
 OS0619                          STATION RECOVERY (1991)
 OS0619
 OS0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0619'27.8 KM (17.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0619'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 29.4 M (96.5 FT)
 OS0619'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.5 M
 OS0619'(86.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 OS0619'36-135-110, 16.7 M (54.8 FT) EAST OF A FENCE CORNER, 1.0 M (3.3 FT)
 OS0619'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS
 OS0619'POST, AND 0.2 M (0.7 FT) SOUTH OF THE FENCE.  NOTE--ACCESS TO THE
 OS0619'DATUM POINT IS THROUGH 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0620 ***********************************************************************
 OS0620  CBN         -  This is a Cooperative Base Network Control Station.
 OS0620  DESIGNATION -  I90 136.44
 OS0620  PID         -  OS0620
 OS0620  STATE/COUNTY-  SD/JACKSON
 OS0620  COUNTRY     -  US
 OS0620  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0620
 OS0620                         *CURRENT SURVEY CONTROL
 OS0620  ______________________________________________________________________
 OS0620* NAD 83(2011) POSITION- 43 50 12.00297(N) 101 47 53.96949(W)   ADJUSTED
 OS0620* NAD 83(2011) ELLIP HT-   752.279 (meters)        (06/27/12)   ADJUSTED
 OS0620* NAD 83(2011) EPOCH   -  2010.00
 OS0620* NAVD 88 ORTHO HEIGHT -   772.805 (meters)     2535.44  (feet) ADJUSTED
 OS0620  ______________________________________________________________________
 OS0620  GEOID HEIGHT    -        -20.527 (meters)                     GEOID18
 OS0620  NAD 83(2011) X  -   -942,310.044 (meters)                     COMP
 OS0620  NAD 83(2011) Y  - -4,511,242.662 (meters)                     COMP
 OS0620  NAD 83(2011) Z  -  4,395,540.129 (meters)                     COMP
 OS0620  LAPLACE CORR    -         -8.43  (seconds)                    DEFLEC18
 OS0620  DYNAMIC HEIGHT  -        772.561 (meters)     2534.64  (feet) COMP
 OS0620  MODELED GRAVITY -    980,278.0   (mgal)                       NAVD 88
 OS0620
 OS0620  VERT ORDER      -  FIRST     CLASS II
 OS0620
 OS0620  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0620  Standards:
 OS0620         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0620            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0620  -------------------------------------------------------------------
 OS0620  NETWORK    1.00   2.47           0.47   0.31   1.26     -0.04517205
 OS0620  -------------------------------------------------------------------
 OS0620  Click here for local accuracies and other accuracy information.
 OS0620
 OS0620.The horizontal coordinates were established by GPS observations
 OS0620.and adjusted by the National Geodetic Survey in June 2012.
 OS0620
 OS0620.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0620.been affixed to the stable North American tectonic plate. See 
 OS0620.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0620
 OS0620.The horizontal coordinates are valid at the epoch date displayed above
 OS0620.which is a decimal equivalence of Year/Month/Day.
 OS0620
 OS0620.The orthometric height was determined by differential leveling and
 OS0620.adjusted by the NATIONAL GEODETIC SURVEY
 OS0620.in September 1993.
 OS0620
 OS0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0620.GEOID18 height accuracy estimate available here.
 OS0620
 OS0620.Click photographs - Photos may exist for this station.
 OS0620
 OS0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0620
 OS0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0620
 OS0620.The ellipsoidal height was determined by GPS observations
 OS0620.and is referenced to NAD 83.
 OS0620
 OS0620.The dynamic height is computed by dividing the NAVD 88
 OS0620.geopotential number by the normal gravity value computed on the
 OS0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0620.degrees latitude (g = 980.6199 gals.).
 OS0620
 OS0620.The modeled gravity was interpolated from observed gravity values.
 OS0620
 OS0620. The following values were computed from the NAD 83(2011) position.
 OS0620
 OS0620;                    North         East     Units Scale Factor Converg.
 OS0620;SPC SD S     -   168,047.382   482,192.974   MT  0.99991411   -1 00 38.3
 OS0620;SPC SD S     -   551,335.45  1,581,994.78   sFT  0.99991411   -1 00 38.3
 OS0620;UTM  14      - 4,857,538.708   275,028.478   MT  1.00022255   -1 56 20.2
 OS0620
 OS0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0620!SPC SD S     -   0.99988205  x   0.99991411  =   0.99979617
 OS0620!UTM  14      -   0.99988205  x   1.00022255  =   1.00010457
 OS0620
 OS0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7502857538(NAD 83)
 OS0620
 OS0620                          SUPERSEDED SURVEY CONTROL
 OS0620
 OS0620  NAD 83(2007)-  43 50 12.00287(N)    101 47 53.97061(W) AD(2002.00) 0
 OS0620  ELLIP H (02/10/07)  752.306  (m)                       GP(2002.00)    
 OS0620  ELLIP H (04/15/04)  752.294  (m)                       GP(       ) 2 1
 OS0620  NAD 83(1996)-  43 50 12.00227(N)    101 47 53.97066(W) AD(       ) B
 OS0620  ELLIP H (04/18/97)  752.340  (m)                       GP(       ) 4 1
 OS0620  NAVD 88             772.81   (m)         2535.5    (f) LEVELING    3  
 OS0620  NAVD 88 (06/15/91)  772.810  (m)         2535.46   (f) SUPERSEDED  1 2
 OS0620
 OS0620.Superseded values are not recommended for survey control.
 OS0620
 OS0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0620.See file dsdata.pdf to determine how the superseded data were derived.
 OS0620
 OS0620_MARKER: Z = SEE DESCRIPTION
 OS0620_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0620_STAMPING: I90-136.44
 OS0620_MARK LOGO: NGS
 OS0620_PROJECTION: FLUSH
 OS0620_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0620+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 OS0620_ROD/PIPE-DEPTH: 6.4 meters
 OS0620_SLEEVE-DEPTH  : 1.8 meters
 OS0620
 OS0620  HISTORY     - Date     Condition        Report By
 OS0620  HISTORY     - UNK      MONUMENTED       SDDT
 OS0620  HISTORY     - 1985     GOOD             NGS
 OS0620  HISTORY     - 19910713 GOOD             NGS
 OS0620  HISTORY     - 19960815 GOOD             NGS
 OS0620
 OS0620                          STATION DESCRIPTION
 OS0620
 OS0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0620'22.1 KM (13.75 MI) WEST FROM KADOKA.
 OS0620'THE MARK IS 2.8 M BELOW THE HIGHWAY.
 OS0620'22.1 KM (13.8 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY
 OS0620'73 SOUTH AT KADOKA, 0.6 KM (0.4 MI) EAST OF MILEPOST 136, 0.15 KM (0.1
 OS0620'MI) EAST OF THE HIGHWAY OVERPASS BRIDGE OVER COUNTY ROAD CH13, 29.2
 OS0620'METERS (96 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 124.8
 OS0620'METERS (409.5 FT) EAST OF BENCH MARK C 389 RESET 1966, 50.9 METERS
 OS0620'(167 FT) WEST OF THE WEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND
 OS0620'0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  ACCESS--IS TO BE
 OS0620'HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
 OS0620'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0620
 OS0620                          STATION RECOVERY (1991)
 OS0620
 OS0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0620'22.1 KM (13.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0620'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 140.0 M (459.3 FT)
 OS0620'EAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 36-170-110, 29.5 M
 OS0620'(96.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0620'HIGHWAY, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OS0620'FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 OS0620'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0620
 OS0620                          STATION RECOVERY (1996)
 OS0620
 OS0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0620'THE STATION IS LOCATED 25.7 KM (15.95 MI) SOUTH-SOUTHWEST OF PHILLIP,
 OS0620'22.5 KM (14.00 MI) WEST OF KADOKA, 6.4 KM (3.95 MI) EAST OF CACTUS
 OS0620'FLAT, AND 0.8 KM (0.50 MI) EAST OF MILEPOST 136 ON INTERSTATE HIGHWAY
 OS0620'90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 OS0620'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 73 NORTH (EXIT
 OS0620'143), GO WEST ON INTERSTATE HIGHWAY 90 FOR 11.2 KM (6.95 MI) TO THE
 OS0620'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT AT THE
 OS0620'INTERSECTING POINT WHERE 2 INSCRIBED DIAMONDS MEET ON TOP OF A METAL
 OS0620'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED
 OS0620'140.0 M (459.3 FT) EAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 OS0620'36-170-110, 29.5 M (96.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 OS0620'HIGHWAY, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OS0620'NORTH OF A METAL GUARD POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND 0.3
 OS0620'M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0620'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0621 ***********************************************************************
 OS0621  DESIGNATION -  I90 139.34
 OS0621  PID         -  OS0621
 OS0621  STATE/COUNTY-  SD/JACKSON
 OS0621  COUNTRY     -  US
 OS0621  USGS QUAD   -  WETA (2017)
 OS0621
 OS0621                         *CURRENT SURVEY CONTROL
 OS0621  ______________________________________________________________________
 OS0621* NAD 83(1986) POSITION- 43 50 08.     (N) 101 44 24.     (W)   SCALED
 OS0621* NAVD 88 ORTHO HEIGHT -   768.524 (meters)     2521.40  (feet) ADJUSTED
 OS0621  ______________________________________________________________________
 OS0621  GEOID HEIGHT    -        -20.735 (meters)                     GEOID18
 OS0621  DYNAMIC HEIGHT  -        768.279 (meters)     2520.60  (feet) COMP
 OS0621  MODELED GRAVITY -    980,274.4   (mgal)                       NAVD 88
 OS0621
 OS0621  VERT ORDER      -  FIRST     CLASS II
 OS0621
 OS0621.The horizontal coordinates were scaled from a map and have
 OS0621.an estimated accuracy of +/- 6 seconds.
 OS0621
 OS0621.The orthometric height was determined by differential leveling and
 OS0621.adjusted by the NATIONAL GEODETIC SURVEY
 OS0621.in June 1991.
 OS0621
 OS0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0621.GEOID18 height accuracy estimate available here.
 OS0621
 OS0621.Click photographs - Photos may exist for this station.
 OS0621
 OS0621.The dynamic height is computed by dividing the NAVD 88
 OS0621.geopotential number by the normal gravity value computed on the
 OS0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0621.degrees latitude (g = 980.6199 gals.).
 OS0621
 OS0621.The modeled gravity was interpolated from observed gravity values.
 OS0621
 OS0621;                    North         East    Units  Estimated Accuracy
 OS0621;SPC SD S     -   167,840.      486,880.      MT  (+/- 180 meters Scaled)
 OS0621
 OS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP797572(NAD 83)
 OS0621
 OS0621                          SUPERSEDED SURVEY CONTROL
 OS0621
 OS0621.No superseded survey control is available for this station.
 OS0621
 OS0621_MARKER: P = PIPE CAP
 OS0621_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0621_STAMPING: I90-139.34
 OS0621_MARK LOGO: NONE
 OS0621_PROJECTION: FLUSH
 OS0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0621+STABILITY: POSITION/ELEVATION WELL
 OS0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0621+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2013
 OS0621_ROD/PIPE-DEPTH: 6.4 meters
 OS0621
 OS0621  HISTORY     - Date     Condition        Report By
 OS0621  HISTORY     - UNK      MONUMENTED       SDDT
 OS0621  HISTORY     - 1985     GOOD             NGS
 OS0621  HISTORY     - 19910713 GOOD             NGS
 OS0621  HISTORY     - 20130121 GOOD             INDIV
 OS0621
 OS0621                          STATION DESCRIPTION
 OS0621
 OS0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0621'17.4 KM (10.8 MI) WEST FROM KADOKA.
 OS0621'THE MARK IS 1.7 M BELOW THE HIGHWAY.
 OS0621'17.4 KM (10.85 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY
 OS0621'73 SOUTH AT KADOKA, 0.55 KM (0.35 MI) EAST OF MILEPOST 139, 28.9
 OS0621'METERS (95 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, 83.2 METERS
 OS0621'(273 FT) EAST OF THE SOUTHEAST CORNER OF THE EAST BOUND BRIDGE OVER A
 OS0621'COUNTY ROAD, 20.4 METERS (67 FT) NORTH OF THE CENTER OF THE FRONTAGE
 OS0621'ROAD AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  ACCESS--IS
 OS0621'TO BE HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
 OS0621'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0621
 OS0621                          STATION RECOVERY (1991)
 OS0621
 OS0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0621'17.4 KM (10.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0621'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 84.0 M (275.6 FT)
 OS0621'SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE NUMBER 36-200-111, 29.2 M
 OS0621'(95.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0621'HIGHWAY, 20.6 M (67.6 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 OS0621'1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 OS0621'OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS
 OS0621'TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0621
 OS0621                          STATION RECOVERY (2013)
 OS0621
 OS0621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0622 ***********************************************************************
 OS0622  DESIGNATION -  I90 143.10
 OS0622  PID         -  OS0622
 OS0622  STATE/COUNTY-  SD/JACKSON
 OS0622  COUNTRY     -  US
 OS0622  USGS QUAD   -  WETA (2017)
 OS0622
 OS0622                         *CURRENT SURVEY CONTROL
 OS0622  ______________________________________________________________________
 OS0622* NAD 83(1986) POSITION- 43 50 07.     (N) 101 39 55.     (W)   SCALED
 OS0622* NAVD 88 ORTHO HEIGHT -   762.805 (meters)     2502.64  (feet) ADJUSTED
 OS0622  ______________________________________________________________________
 OS0622  GEOID HEIGHT    -        -21.015 (meters)                     GEOID18
 OS0622  DYNAMIC HEIGHT  -        762.565 (meters)     2501.85  (feet) COMP
 OS0622  MODELED GRAVITY -    980,279.1   (mgal)                       NAVD 88
 OS0622
 OS0622  VERT ORDER      -  FIRST     CLASS II
 OS0622
 OS0622.The horizontal coordinates were scaled from a map and have
 OS0622.an estimated accuracy of +/- 6 seconds.
 OS0622
 OS0622.The orthometric height was determined by differential leveling and
 OS0622.adjusted by the NATIONAL GEODETIC SURVEY
 OS0622.in June 1991.
 OS0622
 OS0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0622.GEOID18 height accuracy estimate available here.
 OS0622
 OS0622.Click photographs - Photos may exist for this station.
 OS0622
 OS0622.The dynamic height is computed by dividing the NAVD 88
 OS0622.geopotential number by the normal gravity value computed on the
 OS0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0622.degrees latitude (g = 980.6199 gals.).
 OS0622
 OS0622.The modeled gravity was interpolated from observed gravity values.
 OS0622
 OS0622;                    North         East    Units  Estimated Accuracy
 OS0622;SPC SD S     -   167,710.      492,890.      MT  (+/- 180 meters Scaled)
 OS0622
 OS0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP857570(NAD 83)
 OS0622
 OS0622                          SUPERSEDED SURVEY CONTROL
 OS0622
 OS0622.No superseded survey control is available for this station.
 OS0622
 OS0622_MARKER: P = PIPE CAP
 OS0622_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0622_STAMPING: I90-143.10
 OS0622_MARK LOGO: NONE
 OS0622_PROJECTION: FLUSH
 OS0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0622+STABILITY: POSITION/ELEVATION WELL
 OS0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0622+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1991
 OS0622_ROD/PIPE-DEPTH: 6.4 meters
 OS0622
 OS0622  HISTORY     - Date     Condition        Report By
 OS0622  HISTORY     - UNK      MONUMENTED       SDDT
 OS0622  HISTORY     - 1985     GOOD             NGS
 OS0622  HISTORY     - 19910713 GOOD             NGS
 OS0622  HISTORY     - 20130121 POOR             INDIV
 OS0622
 OS0622                          STATION DESCRIPTION
 OS0622
 OS0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0622'11.7 KM (7.3 MI) WEST FROM KADOKA.
 OS0622'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 OS0622'11.35 KM (7.1 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY
 OS0622'73 SOUTH AT KADOKA, 0.35 KM (0.2 MI) WEST OF THE OVERPASS BRIDGE OVER
 OS0622'STATE HIGHWAY 73 NORTH, 0.15 KM (0.1 MI) EAST OF MILEPOST 143, 47.8
 OS0622'METERS (157 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, 40.8
 OS0622'METERS (134 FT) NORTH OF THE CENTER OF THE FRONTAGE ROAD, 25.0 METERS
 OS0622'(82 FT) SOUTH OF THE CENTER OF THE EAST BOUND OFF-RAMP, 2.1 METERS (7
 OS0622'FT) WEST OF THE WEST END OF A TRIPLE WOODEN RIGHT-OF-WAY FENCE BRACE
 OS0622'AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 OS0622'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0622
 OS0622                          STATION RECOVERY (1991)
 OS0622
 OS0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0622'11.4 KM (7.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0622'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 273.0 M (895.7 FT)
 OS0622'WEST OF THE SOUTHWEST CORNER OF BRIDGE NUMBER 36-240-111, 48.3 M
 OS0622'(158.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0622'HIGHWAY, 41.1 M (134.8 FT) NORTHEAST OF THE CENTERLINE OF A FRONTAGE
 OS0622'ROAD, 2.2 M (7.2 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 3 BRACED
 OS0622'FENCE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OS0622'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST OF
 OS0622'A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC
 OS0622'SCREW CAP.
 OS0622
 OS0622                          STATION RECOVERY (2013)
 OS0622
 OS0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0622'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0623 ***********************************************************************
 OS0623  DESIGNATION -  I90 146.35
 OS0623  PID         -  OS0623
 OS0623  STATE/COUNTY-  SD/JACKSON
 OS0623  COUNTRY     -  US
 OS0623  USGS QUAD   -  KADOKA (2017)
 OS0623
 OS0623                         *CURRENT SURVEY CONTROL
 OS0623  ______________________________________________________________________
 OS0623* NAD 83(1986) POSITION- 43 50 11.     (N) 101 35 59.     (W)   SCALED
 OS0623* NAVD 88 ORTHO HEIGHT -   740.746 (meters)     2430.26  (feet) ADJUSTED
 OS0623  ______________________________________________________________________
 OS0623  GEOID HEIGHT    -        -21.276 (meters)                     GEOID18
 OS0623  DYNAMIC HEIGHT  -        740.511 (meters)     2429.49  (feet) COMP
 OS0623  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 OS0623
 OS0623  VERT ORDER      -  FIRST     CLASS II
 OS0623
 OS0623.The horizontal coordinates were scaled from a map and have
 OS0623.an estimated accuracy of +/- 6 seconds.
 OS0623
 OS0623.The orthometric height was determined by differential leveling and
 OS0623.adjusted by the NATIONAL GEODETIC SURVEY
 OS0623.in June 1991.
 OS0623
 OS0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0623.GEOID18 height accuracy estimate available here.
 OS0623
 OS0623.Click photographs - Photos may exist for this station.
 OS0623
 OS0623.The dynamic height is computed by dividing the NAVD 88
 OS0623.geopotential number by the normal gravity value computed on the
 OS0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0623.degrees latitude (g = 980.6199 gals.).
 OS0623
 OS0623.The modeled gravity was interpolated from observed gravity values.
 OS0623
 OS0623;                    North         East    Units  Estimated Accuracy
 OS0623;SPC SD S     -   167,750.      498,160.      MT  (+/- 180 meters Scaled)
 OS0623
 OS0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP909569(NAD 83)
 OS0623
 OS0623                          SUPERSEDED SURVEY CONTROL
 OS0623
 OS0623.No superseded survey control is available for this station.
 OS0623
 OS0623_MARKER: P = PIPE CAP
 OS0623_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0623_STAMPING: I90-146.35
 OS0623_MARK LOGO: NONE
 OS0623_PROJECTION: FLUSH
 OS0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0623+STABILITY: POSITION/ELEVATION WELL
 OS0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0623+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2013
 OS0623_ROD/PIPE-DEPTH: 6.4 meters
 OS0623
 OS0623  HISTORY     - Date     Condition        Report By
 OS0623  HISTORY     - UNK      MONUMENTED       SDDT
 OS0623  HISTORY     - 1985     GOOD             NGS
 OS0623  HISTORY     - 19910713 GOOD             NGS
 OS0623  HISTORY     - 20130121 GOOD             INDIV
 OS0623
 OS0623                          STATION DESCRIPTION
 OS0623
 OS0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0623'6.0 KM (3.7 MI) WEST FROM KADOKA.
 OS0623'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 OS0623'6.05 KM (3.8 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73
 OS0623'SOUTH AT KADOKA, 0.55 KM (0.35 MI) EAST OF MILEPOST 146, 0.15 KM (0.1
 OS0623'MI) EAST OF A BRIDGE OVER A COUNTY ROAD, 29.4 METERS (96.5 FT) NORTH
 OS0623'OF THE WEST BOUND HIGHWAY CENTERLINE, 42.3 METERS (139 FT) WEST OF THE
 OS0623'WEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT)
 OS0623'SOUTH OF THE RIGHT-OF-WAY FENCE.
 OS0623'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0623
 OS0623                          STATION RECOVERY (1991)
 OS0623
 OS0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0623'6.2 KM (3.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0623'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 149.0 M (488.8 FT)
 OS0623'EAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 36-270-110, 42.7 M
 OS0623'(140.1 FT) WEST OF THE MOST WESTERLY OF 2 BRACED FENCE POSTS, 29.5 M
 OS0623'(96.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0623'HIGHWAY, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OS0623'FT) SOUTH OF THE FENCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 OS0623'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0623
 OS0623                          STATION RECOVERY (2013)
 OS0623
 OS0623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0625 ***********************************************************************
 OS0625  DESIGNATION -  I90 148.65
 OS0625  PID         -  OS0625
 OS0625  STATE/COUNTY-  SD/JACKSON
 OS0625  COUNTRY     -  US
 OS0625  USGS QUAD   -  KADOKA (2017)
 OS0625
 OS0625                         *CURRENT SURVEY CONTROL
 OS0625  ______________________________________________________________________
 OS0625* NAD 83(1986) POSITION- 43 50 08.     (N) 101 33 15.     (W)   SCALED
 OS0625* NAVD 88 ORTHO HEIGHT -   727.931 (meters)     2388.22  (feet) ADJUSTED
 OS0625  ______________________________________________________________________
 OS0625  GEOID HEIGHT    -        -21.453 (meters)                     GEOID18
 OS0625  DYNAMIC HEIGHT  -        727.698 (meters)     2387.46  (feet) COMP
 OS0625  MODELED GRAVITY -    980,274.3   (mgal)                       NAVD 88
 OS0625
 OS0625  VERT ORDER      -  FIRST     CLASS II
 OS0625
 OS0625.The horizontal coordinates were scaled from a map and have
 OS0625.an estimated accuracy of +/- 6 seconds.
 OS0625
 OS0625.The orthometric height was determined by differential leveling and
 OS0625.adjusted by the NATIONAL GEODETIC SURVEY
 OS0625.in September 1993.
 OS0625
 OS0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0625.GEOID18 height accuracy estimate available here.
 OS0625
 OS0625.Click photographs - Photos may exist for this station.
 OS0625
 OS0625.The dynamic height is computed by dividing the NAVD 88
 OS0625.geopotential number by the normal gravity value computed on the
 OS0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0625.degrees latitude (g = 980.6199 gals.).
 OS0625
 OS0625.The modeled gravity was interpolated from observed gravity values.
 OS0625
 OS0625;                    North         East    Units  Estimated Accuracy
 OS0625;SPC SD S     -   167,610.      501,820.      MT  (+/- 180 meters Scaled)
 OS0625
 OS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP946567(NAD 83)
 OS0625
 OS0625                          SUPERSEDED SURVEY CONTROL
 OS0625
 OS0625  NAVD 88 (06/15/91)  727.939  (m)         2388.25   (f) SUPERSEDED  1 2
 OS0625
 OS0625.Superseded values are not recommended for survey control.
 OS0625
 OS0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0625.See file dsdata.pdf to determine how the superseded data were derived.
 OS0625
 OS0625_MARKER: P = PIPE CAP
 OS0625_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0625_STAMPING: I-90 148.65
 OS0625_MARK LOGO: NONE
 OS0625_PROJECTION: FLUSH
 OS0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0625+STABILITY: POSITION/ELEVATION WELL
 OS0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0625+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0625_ROD/PIPE-DEPTH: 12.8 meters
 OS0625
 OS0625  HISTORY     - Date     Condition        Report By
 OS0625  HISTORY     - UNK      MONUMENTED       SDDT
 OS0625  HISTORY     - 1985     GOOD             NGS
 OS0625  HISTORY     - 19910713 GOOD             NGS
 OS0625  HISTORY     - 20130116 GOOD             INDIV
 OS0625
 OS0625                          STATION DESCRIPTION
 OS0625
 OS0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0625'2.3 KM (1.4 MI) WEST FROM KADOKA.
 OS0625'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 OS0625'2.35 KM (1.45 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY
 OS0625'73 SOUTH AT KADOKA, 0.55 KM (0.35 MI) WEST OF MILEPOST 149, 25.0
 OS0625'METERS (82 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, 102.2
 OS0625'METERS (335.5 FT) WEST OF THE SOUTHWEST END OF THE EAST BOUND BRIDGE
 OS0625'OVER WHITE WILLOW CREEK, 26.5 METERS (87 FT) NORTH OF THE CENTER OF
 OS0625'THE FRONTAGE ROAD AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY
 OS0625'FENCE.  ACCESS--IS TO BE HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
 OS0625'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0625
 OS0625                          STATION RECOVERY (1991)
 OS0625
 OS0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0625'2.5 KM (1.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0625'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 102.7 M (336.9 FT)
 OS0625'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE NUMBER 36-295-111,
 OS0625'27.1 M (88.9 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 25.0 M
 OS0625'(82.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0625'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 OS0625'NORTH OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0625'4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0625
 OS0625                          STATION RECOVERY (2013)
 OS0625
 OS0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0626 ***********************************************************************
 OS0626  CBN         -  This is a Cooperative Base Network Control Station.
 OS0626  DESIGNATION -  I90 150.14
 OS0626  PID         -  OS0626
 OS0626  STATE/COUNTY-  SD/JACKSON
 OS0626  COUNTRY     -  US
 OS0626  USGS QUAD   -  KADOKA (2017)
 OS0626
 OS0626                         *CURRENT SURVEY CONTROL
 OS0626  ______________________________________________________________________
 OS0626* NAD 83(2011) POSITION- 43 50 30.59789(N) 101 31 33.83792(W)   ADJUSTED
 OS0626* NAD 83(2011) ELLIP HT-   732.677 (meters)        (06/27/12)   ADJUSTED
 OS0626* NAD 83(2011) EPOCH   -  2010.00
 OS0626* NAVD 88 ORTHO HEIGHT -   754.221 (meters)     2474.47  (feet) ADJUSTED
 OS0626  ______________________________________________________________________
 OS0626  GEOID HEIGHT    -        -21.560 (meters)                     GEOID18
 OS0626  NAD 83(2011) X  -   -920,780.648 (meters)                     COMP
 OS0626  NAD 83(2011) Y  - -4,515,266.002 (meters)                     COMP
 OS0626  NAD 83(2011) Z  -  4,395,940.551 (meters)                     COMP
 OS0626  LAPLACE CORR    -         -9.26  (seconds)                    DEFLEC18
 OS0626  DYNAMIC HEIGHT  -        753.978 (meters)     2473.68  (feet) COMP
 OS0626  MODELED GRAVITY -    980,272.1   (mgal)                       NAVD 88
 OS0626
 OS0626  VERT ORDER      -  FIRST     CLASS II
 OS0626
 OS0626  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0626  Standards:
 OS0626         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0626            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0626  -------------------------------------------------------------------
 OS0626  NETWORK    1.30   3.45           0.61   0.41   1.76     -0.07642927
 OS0626  -------------------------------------------------------------------
 OS0626  Click here for local accuracies and other accuracy information.
 OS0626
 OS0626.The horizontal coordinates were established by GPS observations
 OS0626.and adjusted by the National Geodetic Survey in June 2012.
 OS0626
 OS0626.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0626.been affixed to the stable North American tectonic plate. See 
 OS0626.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0626
 OS0626.The horizontal coordinates are valid at the epoch date displayed above
 OS0626.which is a decimal equivalence of Year/Month/Day.
 OS0626
 OS0626.The orthometric height was determined by differential leveling and
 OS0626.adjusted by the NATIONAL GEODETIC SURVEY
 OS0626.in September 1993.
 OS0626
 OS0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0626.GEOID18 height accuracy estimate available here.
 OS0626
 OS0626.Click photographs - Photos may exist for this station.
 OS0626
 OS0626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0626
 OS0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0626
 OS0626.The ellipsoidal height was determined by GPS observations
 OS0626.and is referenced to NAD 83.
 OS0626
 OS0626.The dynamic height is computed by dividing the NAVD 88
 OS0626.geopotential number by the normal gravity value computed on the
 OS0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0626.degrees latitude (g = 980.6199 gals.).
 OS0626
 OS0626.The modeled gravity was interpolated from observed gravity values.
 OS0626
 OS0626. The following values were computed from the NAD 83(2011) position.
 OS0626
 OS0626;                    North         East     Units Scale Factor Converg.
 OS0626;SPC SD S     -   168,270.885   504,093.177   MT  0.99991446   -0 49 22.1
 OS0626;SPC SD S     -   552,068.73  1,653,845.70   sFT  0.99991446   -0 49 22.1
 OS0626;UTM  14      - 4,857,407.485   296,934.896   MT  1.00010721   -1 45 01.2
 OS0626
 OS0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0626!SPC SD S     -   0.99988512  x   0.99991446  =   0.99979959
 OS0626!UTM  14      -   0.99988512  x   1.00010721  =   0.99999232
 OS0626
 OS0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9693457407(NAD 83)
 OS0626
 OS0626                          SUPERSEDED SURVEY CONTROL
 OS0626
 OS0626  NAD 83(2007)-  43 50 30.59781(N)    101 31 33.83904(W) AD(2002.00) 0
 OS0626  ELLIP H (02/10/07)  732.704  (m)                       GP(2002.00)    
 OS0626  ELLIP H (04/15/04)  732.691  (m)                       GP(       ) 2 1
 OS0626  NAD 83(1996)-  43 50 30.59721(N)    101 31 33.83906(W) AD(       ) B
 OS0626  ELLIP H (04/18/97)  732.740  (m)                       GP(       ) 4 1
 OS0626  NAVD 88             754.22   (m)         2474.5    (f) LEVELING    3  
 OS0626  NAVD 88 (06/15/91)  754.213  (m)         2474.45   (f) SUPERSEDED  1 2
 OS0626
 OS0626.Superseded values are not recommended for survey control.
 OS0626
 OS0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0626.See file dsdata.pdf to determine how the superseded data were derived.
 OS0626
 OS0626_MARKER: Z = SEE DESCRIPTION
 OS0626_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0626_STAMPING: I90-150.1
 OS0626_MARK LOGO: NONE
 OS0626_PROJECTION: FLUSH
 OS0626_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0626+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0626_ROD/PIPE-DEPTH: 6.4 meters
 OS0626_SLEEVE-DEPTH  : 1.8 meters
 OS0626
 OS0626  HISTORY     - Date     Condition        Report By
 OS0626  HISTORY     - UNK      MONUMENTED       SDDT
 OS0626  HISTORY     - 1985     GOOD             NGS
 OS0626  HISTORY     - 19910713 GOOD             NGS
 OS0626  HISTORY     - 19960818 GOOD             NGS
 OS0626  HISTORY     - 20130116 GOOD             INDIV
 OS0626
 OS0626                          STATION DESCRIPTION
 OS0626
 OS0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0626'IN KADOKA.
 OS0626'THE MARK IS 1.9 M BELOW THE ON RAMP.
 OS0626'IN KADOKA, IN THE NORTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY 73
 OS0626'AND THE WEST BOUND I-90 ON RAMP ROAD, 0.15 KM (0.1 MI) NORTHEAST OF
 OS0626'MILEPOST 150, 84.9 METERS (278.5 FT) SOUTHWEST OF THE HIGHWAY
 OS0626'CENTERLINE, 23.9 METERS (78.5 FT) NORTHWEST OF THE CENTER OF THE ON
 OS0626'RAMP, 15.2 METERS (50 FT) SOUTHWEST OF A FENCE CORNER AND 0.3 METER (1
 OS0626'FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 OS0626'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OS0626
 OS0626                          STATION RECOVERY (1991)
 OS0626
 OS0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0626'IN KADOKA, AT THE INTERSECTION OF STATE HIGHWAY 73 AND INTERSTATE
 OS0626'HIGHWAY 90 (EXIT 150), 140.5 M (461.0 FT) NORTHWEST OF THE CENTERLINE
 OS0626'OF THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, 84.2 M (276.2 FT)
 OS0626'SOUTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY, 15.5 M (50.9 FT)
 OS0626'SOUTHWEST OF A FENCE CORNER, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE
 OS0626'STATE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF THE FENCE, AND 0.3 M (1.0
 OS0626'FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0626'THROUGH A 4-INCH PVC SCREW CAP.
 OS0626
 OS0626                          STATION RECOVERY (1996)
 OS0626
 OS0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0626'THE STATION IS IN KADOKA, AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OS0626'STATE HIGHWAY 73 SOUTH (EXIT 150) ON INTERSTATE HIGHWAY 90.
 OS0626'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 OS0626'JUNCTION OF THE WESTBOUND INTERSTATE HIGHWAY 90 ON-RAMP AND STATE
 OS0626'HIGHWAY 73 IN KADOKA, GO WEST ON THE RAMP FOR 0.05 MI (0.08 KM) TO THE
 OS0626'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT AT THE
 OS0626'INTERSECTING POINT OF 2 DIAMONDS INSCRIBED ON THE TOP OF A METAL PIPE
 OS0626'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 461.0 FT
 OS0626'(140.5 M) NORTHWEST OF THE WESTBOUND INTERSTATE HIGHWAY CENTERLINE,
 OS0626'276.2 FT (84.2 M) SOUTHWEST OF THE STATE HIGHWAY CENTERLINE, 73.5 FT
 OS0626'(22.4 M) SOUTHWEST OF A FENCE CORNER, 1.0 FT (0.3 M) SOUTHEAST OF A
 OS0626'FENCE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST, AND 0.19 M (0.62
 OS0626'FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0626'THROUGH A 4-INCH PVC SCREW CAP.
 OS0626
 OS0626                          STATION RECOVERY (2013)
 OS0626
 OS0626'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0628 ***********************************************************************
 OS0628  DESIGNATION -  I90 152.29
 OS0628  PID         -  OS0628
 OS0628  STATE/COUNTY-  SD/JACKSON
 OS0628  COUNTRY     -  US
 OS0628  USGS QUAD   -  BELVIDERE SW (2017)
 OS0628
 OS0628                         *CURRENT SURVEY CONTROL
 OS0628  ______________________________________________________________________
 OS0628* NAD 83(1986) POSITION- 43 50 59.     (N) 101 29 05.     (W)   SCALED
 OS0628* NAVD 88 ORTHO HEIGHT -   748.968 (meters)     2457.24  (feet) ADJUSTED
 OS0628  ______________________________________________________________________
 OS0628  GEOID HEIGHT    -        -21.719 (meters)                     GEOID18
 OS0628  DYNAMIC HEIGHT  -        748.724 (meters)     2456.44  (feet) COMP
 OS0628  MODELED GRAVITY -    980,269.1   (mgal)                       NAVD 88
 OS0628
 OS0628  VERT ORDER      -  FIRST     CLASS II
 OS0628
 OS0628.The horizontal coordinates were scaled from a map and have
 OS0628.an estimated accuracy of +/- 6 seconds.
 OS0628
 OS0628.The orthometric height was determined by differential leveling and
 OS0628.adjusted by the NATIONAL GEODETIC SURVEY
 OS0628.in June 1991.
 OS0628
 OS0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0628.GEOID18 height accuracy estimate available here.
 OS0628
 OS0628.Click photographs - Photos may exist for this station.
 OS0628
 OS0628.The dynamic height is computed by dividing the NAVD 88
 OS0628.geopotential number by the normal gravity value computed on the
 OS0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0628.degrees latitude (g = 980.6199 gals.).
 OS0628
 OS0628.The modeled gravity was interpolated from observed gravity values.
 OS0628
 OS0628;                    North         East    Units  Estimated Accuracy
 OS0628;SPC SD S     -   169,100.      507,430.      MT  (+/- 180 meters Scaled)
 OS0628
 OS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP002581(NAD 83)
 OS0628
 OS0628                          SUPERSEDED SURVEY CONTROL
 OS0628
 OS0628.No superseded survey control is available for this station.
 OS0628
 OS0628_MARKER: P = PIPE CAP
 OS0628_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0628_STAMPING: I90-152.29
 OS0628_MARK LOGO: NONE
 OS0628_PROJECTION: FLUSH
 OS0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0628+STABILITY: POSITION/ELEVATION WELL
 OS0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0628+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0628_ROD/PIPE-DEPTH: 6.4 meters
 OS0628
 OS0628  HISTORY     - Date     Condition        Report By
 OS0628  HISTORY     - UNK      MONUMENTED       SDDT
 OS0628  HISTORY     - 1985     GOOD             NGS
 OS0628  HISTORY     - 19910621 GOOD             NGS
 OS0628  HISTORY     - 20130116 GOOD             INDIV
 OS0628
 OS0628                          STATION DESCRIPTION
 OS0628
 OS0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0628'4.2 KM (2.6 MI) EAST FROM KADOKA.
 OS0628'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 OS0628'0.55 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION
 OS0628'OF I 90 AT KADOKA, THENCE 3.5 KM (2.2 MI) EAST ALONG BUSINESS ROUTE
 OS0628'90, THENCE 0.15 KM (0.1 MI) NORTH ALONG SOUTH CREEK ROAD, 0.49 KM
 OS0628'(0.31 MI) EAST OF MILEPOST 152, 81.4 METERS (267 FT) SOUTH OF THE EAST
 OS0628'BOUND HIGHWAY CENTERLINE, 178.0 METERS (583.5 FT) WEST OF THE CENTER
 OS0628'OF SOUTH CREEK ROAD, 21.4 METERS (70.5 FT) WEST OF THE WEST BRACE POLE
 OS0628'IN THE RIGHT-OF-WAY FENCE, 19.2 METERS (63 FT) SOUTH OF THE CENTER OF
 OS0628'THE EAST BOUND OFF RAMP AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY
 OS0628'FENCE.  ACCESS--IS TO BE HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
 OS0628'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0628
 OS0628                          STATION RECOVERY (1991)
 OS0628
 OS0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0628'3.4 KM (2.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0628'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 180.0 M
 OS0628'(590.5 FT) WEST OF BRIDGE NUMBER 36-330-101, 82.0 M (269.0 FT) SOUTH
 OS0628'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 2.4 M (7.9
 OS0628'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A
 OS0628'WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.  NOTE--ACCESS
 OS0628'TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0628
 OS0628                          STATION RECOVERY (2013)
 OS0628
 OS0628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0631 ***********************************************************************
 OS0631  DESIGNATION -  I90 155.35
 OS0631  PID         -  OS0631
 OS0631  STATE/COUNTY-  SD/JACKSON
 OS0631  COUNTRY     -  US
 OS0631  USGS QUAD   -  BELVIDERE SW (2017)
 OS0631
 OS0631                         *CURRENT SURVEY CONTROL
 OS0631  ______________________________________________________________________
 OS0631* NAD 83(1986) POSITION- 43 51 07.71   (N) 101 25 25.02   (W)   HD_HELD1
 OS0631* NAVD 88 ORTHO HEIGHT -   725.958 (meters)     2381.75  (feet) ADJUSTED
 OS0631  ______________________________________________________________________
 OS0631  GEOID HEIGHT    -        -21.956 (meters)                     GEOID18
 OS0631  DYNAMIC HEIGHT  -        725.722 (meters)     2380.97  (feet) COMP
 OS0631  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 OS0631
 OS0631  VERT ORDER      -  FIRST     CLASS II
 OS0631
 OS0631.The horizontal coordinates were determined by differentially corrected
 OS0631.hand held GPS observations or other comparable positioning techniques
 OS0631.and have an estimated accuracy of +/- 3 meters.
 OS0631
 OS0631.The orthometric height was determined by differential leveling and
 OS0631.adjusted by the NATIONAL GEODETIC SURVEY
 OS0631.in June 1991.
 OS0631
 OS0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0631.GEOID18 height accuracy estimate available here.
 OS0631
 OS0631.Click photographs - Photos may exist for this station.
 OS0631
 OS0631.The dynamic height is computed by dividing the NAVD 88
 OS0631.geopotential number by the normal gravity value computed on the
 OS0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0631.degrees latitude (g = 980.6199 gals.).
 OS0631
 OS0631.The modeled gravity was interpolated from observed gravity values.
 OS0631
 OS0631;                    North         East    Units  Estimated Accuracy
 OS0631;SPC SD S     -   169,302.9     512,345.6     MT  (+/- 3 meters HH1 GPS) 
 OS0631
 OS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0520458305(NAD 83)
 OS0631
 OS0631                          SUPERSEDED SURVEY CONTROL
 OS0631
 OS0631.No superseded survey control is available for this station.
 OS0631
 OS0631_MARKER: P = PIPE CAP
 OS0631_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0631_STAMPING: I90-155.35
 OS0631_MARK LOGO: NONE
 OS0631_PROJECTION: FLUSH
 OS0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0631+STABILITY: POSITION/ELEVATION WELL
 OS0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0631+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0631_ROD/PIPE-DEPTH: 6.4 meters
 OS0631
 OS0631  HISTORY     - Date     Condition        Report By
 OS0631  HISTORY     - UNK      MONUMENTED       SDDT
 OS0631  HISTORY     - 1985     GOOD             NGS
 OS0631  HISTORY     - 19910621 GOOD             NGS
 OS0631  HISTORY     - 20130116 GOOD             INDIV
 OS0631
 OS0631                          STATION DESCRIPTION
 OS0631
 OS0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0631'9.1 KM (5.65 MI) EAST FROM KADOKA.
 OS0631'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OS0631'0.55 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION
 OS0631'OF I-90 AT KADOKA, THENCE 8.35 KM (5.2 MI) EAST ALONG OLD US HIGHWAY
 OS0631'16, THENCE 0.25 KM (0.15 MI) NORTH ALONG A COUNTY ROAD, 0.59 KM (0.38
 OS0631'MI) EAST OF I-90 MILEPOST 155, 73.8 METERS (242 FT) WEST OF THE CENTER
 OS0631'OF THE ROAD, 62.2 METERS (204 FT) WEST OF THE NORTHWEST CORNER OF A
 OS0631'WEST BOUND BRIDGE, 31.4 METERS (103 FT) NORTH OF THE WEST BOUND
 OS0631'HIGHWAY CENTERLINE AND 0.2 METER (0.5 FT) SOUTH OF THE RIGHT-OF-WAY
 OS0631'FENCE.  ACCESS--IS TO BE HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
 OS0631'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0631
 OS0631                          STATION RECOVERY (1991)
 OS0631
 OS0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0631'8.4 KM (5.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0631'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 62.4 M
 OS0631'(204.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE NUMBER
 OS0631'36-360-098, 31.5 M (103.3 FT) NORTH OF THE CENTERLINE OF THE
 OS0631'WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS0631'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 OS0631'SOUTH OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0631'4-INCH PVC SCREW CAP.
 OS0631
 OS0631                          STATION RECOVERY (2013)
 OS0631
 OS0631'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0866 ***********************************************************************
 OS0866  DESIGNATION -  I90 159.31
 OS0866  PID         -  OS0866
 OS0866  STATE/COUNTY-  SD/JACKSON
 OS0866  COUNTRY     -  US
 OS0866  USGS QUAD   -  BELVIDERE (2017)
 OS0866
 OS0866                         *CURRENT SURVEY CONTROL
 OS0866  ______________________________________________________________________
 OS0866* NAD 83(1986) POSITION- 43 50 49.     (N) 101 20 41.     (W)   SCALED
 OS0866* NAVD 88 ORTHO HEIGHT -   745.173 (meters)     2444.79  (feet) ADJUSTED
 OS0866  ______________________________________________________________________
 OS0866  GEOID HEIGHT    -        -22.247 (meters)                     GEOID18
 OS0866  DYNAMIC HEIGHT  -        744.928 (meters)     2443.98  (feet) COMP
 OS0866  MODELED GRAVITY -    980,266.2   (mgal)                       NAVD 88
 OS0866
 OS0866  VERT ORDER      -  FIRST     CLASS II
 OS0866
 OS0866.The horizontal coordinates were scaled from a map and have
 OS0866.an estimated accuracy of +/- 6 seconds.
 OS0866
 OS0866.The orthometric height was determined by differential leveling and
 OS0866.adjusted by the NATIONAL GEODETIC SURVEY
 OS0866.in September 1993.
 OS0866
 OS0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0866.GEOID18 height accuracy estimate available here.
 OS0866
 OS0866.Click photographs - Photos may exist for this station.
 OS0866
 OS0866.The dynamic height is computed by dividing the NAVD 88
 OS0866.geopotential number by the normal gravity value computed on the
 OS0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0866.degrees latitude (g = 980.6199 gals.).
 OS0866
 OS0866.The modeled gravity was interpolated from observed gravity values.
 OS0866
 OS0866;                    North         East    Units  Estimated Accuracy
 OS0866;SPC SD S     -   168,650.      518,680.      MT  (+/- 180 meters Scaled)
 OS0866
 OS0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP115575(NAD 83)
 OS0866
 OS0866                          SUPERSEDED SURVEY CONTROL
 OS0866
 OS0866.No superseded survey control is available for this station.
 OS0866
 OS0866_MARKER: P = PIPE CAP
 OS0866_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0866_STAMPING: I90-159.31
 OS0866_MARK LOGO: NONE
 OS0866_PROJECTION: FLUSH
 OS0866_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0866+STABILITY: POSITION/ELEVATION WELL
 OS0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0866+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0866_ROD/PIPE-DEPTH: 6.4 meters
 OS0866_SLEEVE-DEPTH  : 3.0 meters
 OS0866
 OS0866  HISTORY     - Date     Condition        Report By
 OS0866  HISTORY     - 1981     MONUMENTED       SDDT
 OS0866  HISTORY     - 19910621 GOOD             NGS
 OS0866  HISTORY     - 20130118 GOOD             INDIV
 OS0866
 OS0866                          STATION DESCRIPTION
 OS0866
 OS0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0866'14.8 KM (9.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0866'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 145.0 M
 OS0866'(475.7 FT) WEST OF THE SOUTHWEST CORNER OF BRIDGE NUMBER 36-400-103,
 OS0866'31.7 M (104.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OS0866'THE HIGHWAY, 27.3 M (89.6 FT) EAST OF A UTILITY POLE WITH 2 GUY
 OS0866'CABLES, 3.0 M (9.8 FT) WEST OF A BRACED FENCE POST, 2.4 M (7.9 FT)
 OS0866'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND
 OS0866'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 OS0866'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0866
 OS0866                          STATION RECOVERY (2013)
 OS0866
 OS0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0636 ***********************************************************************
 OS0636  DESIGNATION -  I90 163.13
 OS0636  PID         -  OS0636
 OS0636  STATE/COUNTY-  SD/JACKSON
 OS0636  COUNTRY     -  US
 OS0636  USGS QUAD   -  BELVIDERE (2017)
 OS0636
 OS0636                         *CURRENT SURVEY CONTROL
 OS0636  ______________________________________________________________________
 OS0636* NAD 83(1986) POSITION- 43 50 38.     (N) 101 16 09.     (W)   SCALED
 OS0636* NAVD 88 ORTHO HEIGHT -   707.622 (meters)     2321.59  (feet) ADJUSTED
 OS0636  ______________________________________________________________________
 OS0636  GEOID HEIGHT    -        -22.533 (meters)                     GEOID18
 OS0636  DYNAMIC HEIGHT  -        707.391 (meters)     2320.83  (feet) COMP
 OS0636  MODELED GRAVITY -    980,270.2   (mgal)                       NAVD 88
 OS0636
 OS0636  VERT ORDER      -  FIRST     CLASS II
 OS0636
 OS0636.The horizontal coordinates were scaled from a map and have
 OS0636.an estimated accuracy of +/- 6 seconds.
 OS0636
 OS0636.The orthometric height was determined by differential leveling and
 OS0636.adjusted by the NATIONAL GEODETIC SURVEY
 OS0636.in June 1991.
 OS0636
 OS0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0636.GEOID18 height accuracy estimate available here.
 OS0636
 OS0636.Click photographs - Photos may exist for this station.
 OS0636
 OS0636.The dynamic height is computed by dividing the NAVD 88
 OS0636.geopotential number by the normal gravity value computed on the
 OS0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0636.degrees latitude (g = 980.6199 gals.).
 OS0636
 OS0636.The modeled gravity was interpolated from observed gravity values.
 OS0636
 OS0636;                    North         East    Units  Estimated Accuracy
 OS0636;SPC SD S     -   168,240.      524,750.      MT  (+/- 180 meters Scaled)
 OS0636
 OS0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP175570(NAD 83)
 OS0636
 OS0636                          SUPERSEDED SURVEY CONTROL
 OS0636
 OS0636.No superseded survey control is available for this station.
 OS0636
 OS0636_MARKER: P = PIPE CAP
 OS0636_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0636_STAMPING: I90-163.13
 OS0636_MARK LOGO: NONE
 OS0636_PROJECTION: FLUSH
 OS0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0636+STABILITY: POSITION/ELEVATION WELL
 OS0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0636+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0636_ROD/PIPE-DEPTH: 12.8 meters
 OS0636
 OS0636  HISTORY     - Date     Condition        Report By
 OS0636  HISTORY     - UNK      MONUMENTED       SDDT
 OS0636  HISTORY     - 1985     GOOD             NGS
 OS0636  HISTORY     - 19910621 GOOD             NGS
 OS0636  HISTORY     - 20130118 GOOD             INDIV
 OS0636
 OS0636                          STATION DESCRIPTION
 OS0636
 OS0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0636'1.4 KM (0.85 MI) NORTH FROM BELVIDERE.
 OS0636'THE MARK IS 1.2 M BELOW THE FRONTAGE ROAD.
 OS0636'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0636'BELVIDERE, THENCE 0.15 KM (0.1 MI) EAST ALONG THE NORTH FRONTAGE ROAD
 OS0636'FOR I-90, 0.21 KM (0.13 MI) EAST OF MILEPOST 163, 39.9 METERS (131 FT)
 OS0636'SOUTH OF THE CENTER OF THE ROAD, 108.3 METERS (355.5 FT) NORTH OF THE
 OS0636'CENTER OF THE WEST BOUND LANES FOR I-90, 45.7 METERS (150 FT) NORTH OF
 OS0636'THE CENTER OF THE WEST BOUND OFF RAMP, 23.3 METERS (76.5 FT) EAST OF
 OS0636'THE EAST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.2 METER
 OS0636'(0.5 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 OS0636'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0636
 OS0636                          STATION RECOVERY (1991)
 OS0636
 OS0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0636'21.0 KM (13.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0636'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.2 KM (0.10
 OS0636'MI) EAST OF BRIDGE NUMBER 36-436-105, 108.3 M (355.3 FT) NORTH OF THE
 OS0636'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 60.5 M (198.5 FT)
 OS0636'EAST OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (BELVIDERE), 46.4
 OS0636'M (152.2 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND OFF-RAMP (EXIT
 OS0636'163), 23.4 M (76.8 FT) SOUTHEAST OF A BRACED FENCE POST, 1.6 M (5.2
 OS0636'FT) BELOW THE LEVEL OF THE RAMP, 0.3 M (1.0 FT) SOUTHWEST OF A FENCE,
 OS0636'AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 OS0636'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0636
 OS0636                          STATION RECOVERY (2013)
 OS0636
 OS0636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0637 ***********************************************************************
 OS0637  FBN         -  This is a Federal Base Network Control Station.
 OS0637  DESIGNATION -  I90 164.48
 OS0637  PID         -  OS0637
 OS0637  STATE/COUNTY-  SD/JACKSON
 OS0637  COUNTRY     -  US
 OS0637  USGS QUAD   -  STAMFORD SW (2017)
 OS0637
 OS0637                         *CURRENT SURVEY CONTROL
 OS0637  ______________________________________________________________________
 OS0637* NAD 83(2011) POSITION- 43 50 32.24304(N) 101 14 32.33141(W)   ADJUSTED
 OS0637* NAD 83(2011) ELLIP HT-   680.410 (meters)        (06/27/12)   ADJUSTED
 OS0637* NAD 83(2011) EPOCH   -  2010.00
 OS0637* NAVD 88 ORTHO HEIGHT -   703.052 (meters)     2306.60  (feet) ADJUSTED
 OS0637  ______________________________________________________________________
 OS0637  GEOID HEIGHT    -        -22.631 (meters)                     GEOID18
 OS0637  NAD 83(2011) X  -   -898,393.822 (meters)                     COMP
 OS0637  NAD 83(2011) Y  - -4,519,699.215 (meters)                     COMP
 OS0637  NAD 83(2011) Z  -  4,395,940.973 (meters)                     COMP
 OS0637  LAPLACE CORR    -         -8.93  (seconds)                    DEFLEC18
 OS0637  DYNAMIC HEIGHT  -        702.825 (meters)     2305.85  (feet) COMP
 OS0637  MODELED GRAVITY -    980,274.2   (mgal)                       NAVD 88
 OS0637
 OS0637  VERT ORDER      -  FIRST     CLASS II
 OS0637
 OS0637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0637  Standards:
 OS0637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0637  -------------------------------------------------------------------
 OS0637  NETWORK    0.56   1.22           0.26   0.19   0.62     -0.04955631
 OS0637  -------------------------------------------------------------------
 OS0637  Click here for local accuracies and other accuracy information.
 OS0637
 OS0637.The horizontal coordinates were established by GPS observations
 OS0637.and adjusted by the National Geodetic Survey in June 2012.
 OS0637
 OS0637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0637.been affixed to the stable North American tectonic plate. See 
 OS0637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0637
 OS0637.The horizontal coordinates are valid at the epoch date displayed above
 OS0637.which is a decimal equivalence of Year/Month/Day.
 OS0637
 OS0637.The orthometric height was determined by differential leveling and
 OS0637.adjusted by the NATIONAL GEODETIC SURVEY
 OS0637.in June 1991.
 OS0637
 OS0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0637.GEOID18 height accuracy estimate available here.
 OS0637
 OS0637.Click photographs - Photos may exist for this station.
 OS0637
 OS0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0637
 OS0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0637
 OS0637.The ellipsoidal height was determined by GPS observations
 OS0637.and is referenced to NAD 83.
 OS0637
 OS0637.The dynamic height is computed by dividing the NAVD 88
 OS0637.geopotential number by the normal gravity value computed on the
 OS0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0637.degrees latitude (g = 980.6199 gals.).
 OS0637
 OS0637.The modeled gravity was interpolated from observed gravity values.
 OS0637
 OS0637. The following values were computed from the NAD 83(2011) position.
 OS0637
 OS0637;                    North         East     Units Scale Factor Converg.
 OS0637;SPC SD S     -   168,032.968   526,908.968   MT  0.99991449   -0 37 37.4
 OS0637;SPC SD S     -   551,288.16  1,728,700.51   sFT  0.99991449   -0 37 37.4
 OS0637;UTM  14      - 4,856,800.377   319,746.996   MT  0.99999964   -1 33 13.0
 OS0637
 OS0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0637!SPC SD S     -   0.99989332  x   0.99991449  =   0.99980782
 OS0637!UTM  14      -   0.99989332  x   0.99999964  =   0.99989296
 OS0637
 OS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1974656800(NAD 83)
 OS0637
 OS0637                          SUPERSEDED SURVEY CONTROL
 OS0637
 OS0637  NAD 83(2007)-  43 50 32.24299(N)    101 14 32.33252(W) AD(2002.00) 0
 OS0637  ELLIP H (02/10/07)  680.428  (m)                       GP(2002.00)    
 OS0637  ELLIP H (06/23/03)  680.419  (m)                       GP(       ) 3 1
 OS0637  NAD 83(1996)-  43 50 32.24260(N)    101 14 32.33211(W) AD(       ) B
 OS0637  ELLIP H (04/18/97)  680.497  (m)                       GP(       ) 4 1
 OS0637  NAVD 88             703.05   (m)         2306.6    (f) LEVELING    3  
 OS0637
 OS0637.Superseded values are not recommended for survey control.
 OS0637
 OS0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0637.See file dsdata.pdf to determine how the superseded data were derived.
 OS0637
 OS0637_MARKER: Z = SEE DESCRIPTION
 OS0637_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0637_STAMPING: I90-164.48
 OS0637_MARK LOGO: NGS
 OS0637_PROJECTION: FLUSH
 OS0637_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0637+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0637_ROD/PIPE-DEPTH: 12.8 meters
 OS0637_SLEEVE-DEPTH  : 1.80 meters
 OS0637
 OS0637  HISTORY     - Date     Condition        Report By
 OS0637  HISTORY     - UNK      MONUMENTED       SDDT
 OS0637  HISTORY     - 1985     GOOD             NGS
 OS0637  HISTORY     - 19910701 GOOD             NGS
 OS0637  HISTORY     - 19960823 GOOD             NGS
 OS0637  HISTORY     - 20020514 GOOD             SDDT
 OS0637  HISTORY     - 20130118 GOOD             INDIV
 OS0637
 OS0637                          STATION DESCRIPTION
 OS0637
 OS0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0637'3.5 KM (2.2 MI) EAST FROM BELVIDERE.
 OS0637'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 OS0637'1.15 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0637'BELVIDERE, THENCE 2.35 KM (1.45 MI) EAST ALONG I-90, 0.8 KM (0.5 MI)
 OS0637'EAST OF MILEPOST 164, 0.5 KM (0.3 MI) WEST OF THE ENTRANCE ROAD TO A
 OS0637'EAST BOUND REST AREA, 31.2 METERS (102.5 FT) SOUTH OF THE CENTER OF
 OS0637'THE EAST BOUND LANES AND 86.7 METERS (284.5 FT) EAST-SOUTHEAST OF THE
 OS0637'SOUTHEAST CORNER OF THE EAST BOUND BRIDGE OVER A COUNTY ROAD.
 OS0637'NOTE--ACCESS IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
 OS0637'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0637
 OS0637                          STATION RECOVERY (1991)
 OS0637
 OS0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0637'23.1 KM (14.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0637'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 87.8 M
 OS0637'(288.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE NUMBER
 OS0637'36-450-106, 31.6 M (103.7 FT) SOUTH OF THE CENTERLINE OF THE
 OS0637'EASTBOUND LANES OF THE HIGHWAY, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 OS0637'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF
 OS0637'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OS0637'PVC SCREW CAP.
 OS0637
 OS0637                          STATION RECOVERY (1996)
 OS0637
 OS0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0637'THE STATION IS LOCATED 1.7 MI (2.7 KM) EAST OF BELVIDERE ON INTERSTATE
 OS0637'HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OS0637'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY
 OS0637'63 SOUTH (EXIT 163) ON THE NORTH EDGE OF BELVIDERE, GO EAST ON
 OS0637'INTERSTATE HIGHWAY 90 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 OS0637'THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET
 OS0637'FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL
 OS0637'PIPE.  LOCATED 288.0 FT (87.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 OS0637'BRIDGE NUMBER 36-450-106, 31.6 M (103.7 FT) SOUTH OF THE CENTERLINE OF
 OS0637'THE EASTBOUND HIGHWAY, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0637'0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 OS0637'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OS0637'AND THEN A 4-INCH PVC CAP.  THE ORIGINAL DESCRIPTION USED A
 OS0637'DESIGNATION OF I90-165.48, BUT SHOULD BE IS AS ABOVE.
 OS0637
 OS0637                          STATION RECOVERY (2002)
 OS0637
 OS0637'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OS0637'RECOVERY NOTE BY SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION 2002
 OS0637'THE STATION IS LOCATED 1.7 MI (2.7 KM) EAST OF BELVIDERE ON INTERSTATE
 OS0637'HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OS0637'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY
 OS0637'63 SOUTH (EXIT 163) ON THE NORTH EDGE OF BELVIDERE, GO EAST ON
 OS0637'INTERSTATE HIGHWAY 90 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 OS0637'THE STATION IS A PUNCH POINT ON TOP OF A  METAL PIPE CAP ATTACHED TO A
 OS0637'1 1/2-INCH
 OS0637'GALVANIZED STEEL PIPE.  LOCATED 288.0 FT (87.8 M) SOUTHEAST OF THE
 OS0637'SOUTHEAST CORNER OF
 OS0637'BRIDGE NUMBER 36-450-106, 31.6 M (103.7 FT) SOUTH OF THE CENTERLINE OF
 OS0637'THE EASTBOUND HIGHWAY, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0637'0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 OS0637'POST.  NOTE-ACCESS IS THROUGH A 4-INCH PVC CAP.  THE STATION
 OS0637'DESIGNATION IS
 OS0637'STAMPED ON TO OF A 4 INCH PVC SCREW CAP.  THE ORIGINAL DESCRIPTION
 OS0637'USED A
 OS0637'DESIGNATION OF I90-165.48, BUT SHOULD BE IS AS ABOVE.
 OS0637
 OS0637                          STATION RECOVERY (2013)
 OS0637
 OS0637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0640 ***********************************************************************
 OS0640  DESIGNATION -  I90 167.95
 OS0640  PID         -  OS0640
 OS0640  STATE/COUNTY-  SD/JACKSON
 OS0640  COUNTRY     -  US
 OS0640  USGS QUAD   -  STAMFORD SW (2017)
 OS0640
 OS0640                         *CURRENT SURVEY CONTROL
 OS0640  ______________________________________________________________________
 OS0640* NAD 83(1986) POSITION- 43 51 49.     (N) 101 10 56.     (W)   SCALED
 OS0640* NAVD 88 ORTHO HEIGHT -   709.356 (meters)     2327.28  (feet) ADJUSTED
 OS0640  ______________________________________________________________________
 OS0640  GEOID HEIGHT    -        -22.852 (meters)                     GEOID18
 OS0640  DYNAMIC HEIGHT  -        709.125 (meters)     2326.52  (feet) COMP
 OS0640  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 OS0640
 OS0640  VERT ORDER      -  FIRST     CLASS II
 OS0640
 OS0640.The horizontal coordinates were scaled from a map and have
 OS0640.an estimated accuracy of +/- 6 seconds.
 OS0640
 OS0640.The orthometric height was determined by differential leveling and
 OS0640.adjusted by the NATIONAL GEODETIC SURVEY
 OS0640.in September 1993.
 OS0640
 OS0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0640.GEOID18 height accuracy estimate available here.
 OS0640
 OS0640.Click photographs - Photos may exist for this station.
 OS0640
 OS0640.The dynamic height is computed by dividing the NAVD 88
 OS0640.geopotential number by the normal gravity value computed on the
 OS0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0640.degrees latitude (g = 980.6199 gals.).
 OS0640
 OS0640.The modeled gravity was interpolated from observed gravity values.
 OS0640
 OS0640;                    North         East    Units  Estimated Accuracy
 OS0640;SPC SD S     -   170,350.      531,770.      MT  (+/- 180 meters Scaled)
 OS0640
 OS0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP246590(NAD 83)
 OS0640
 OS0640                          SUPERSEDED SURVEY CONTROL
 OS0640
 OS0640  NAVD 88 (06/15/91)  709.356  (m)         2327.28   (f) SUPERSEDED  1 2
 OS0640
 OS0640.Superseded values are not recommended for survey control.
 OS0640
 OS0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0640.See file dsdata.pdf to determine how the superseded data were derived.
 OS0640
 OS0640_MARKER: P = PIPE CAP
 OS0640_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0640_STAMPING: I 90 167.95
 OS0640_MARK LOGO: NONE
 OS0640_PROJECTION: FLUSH
 OS0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0640+STABILITY: POSITION/ELEVATION WELL
 OS0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0640+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0640_ROD/PIPE-DEPTH: 12.8 meters
 OS0640
 OS0640  HISTORY     - Date     Condition        Report By
 OS0640  HISTORY     - UNK      MONUMENTED       SDDT
 OS0640  HISTORY     - 1985     GOOD             NGS
 OS0640  HISTORY     - 19910621 GOOD             NGS
 OS0640  HISTORY     - 20130116 GOOD             INDIV
 OS0640
 OS0640                          STATION DESCRIPTION
 OS0640
 OS0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0640'9.0 KM (5.6 MI) EAST FROM BELVIDERE.
 OS0640'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 OS0640'1.15 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0640'BELVIDERE, THENCE 7.9 KM (4.9 MI) EAST ALONG I-90, 0.15 KM (0.1 MI)
 OS0640'NORTHEAST OF THE OVERPASS BRIDGE OVER A COUNTY ROAD, 77.7 METERS (255
 OS0640'FT) SOUTHWEST OF MILEPOST 168, 31.1 METERS (102 FT) NORTHEAST OF THE
 OS0640'WEST BOUND HIGHWAY CENTERLINE, 10.0 METERS (33 FT) SOUTHWEST OF THE
 OS0640'SOUTHWEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE, 9.0 METERS (29.5
 OS0640'FT) WEST OF THE NORTHEAST LEG FOR A REST AREA SIGN AND 0.3 METER (1
 OS0640'FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  ACCESS--IS TO BE HAD THROUGH
 OS0640'A 4-INCH PLASTIC SCREW CAP.
 OS0640'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OS0640
 OS0640                          STATION RECOVERY (1991)
 OS0640
 OS0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0640'28.7 KM (17.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0640'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 126.5 M
 OS0640'(415.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 OS0640'36-480-090, 31.4 M (103.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 OS0640'WESTBOUND LANES OF THE HIGHWAY, 9.0 M (29.5 FT) WEST-NORTHWEST OF THE
 OS0640'NORTHWEST LEG OF A HIGHWAY INFORMATION SIGN, 1.6 M (5.2 FT) BELOW THE
 OS0640'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND 0.3 M
 OS0640'(1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OS0640'POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0640
 OS0640                          STATION RECOVERY (2013)
 OS0640
 OS0640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0643 ***********************************************************************
 OS0643  DESIGNATION -  I90 170.51
 OS0643  PID         -  OS0643
 OS0643  STATE/COUNTY-  SD/JACKSON
 OS0643  COUNTRY     -  US
 OS0643  USGS QUAD   -  STAMFORD NW (2017)
 OS0643
 OS0643                         *CURRENT SURVEY CONTROL
 OS0643  ______________________________________________________________________
 OS0643* NAD 83(1986) POSITION- 43 53 00.     (N) 101 08 16.     (W)   SCALED
 OS0643* NAVD 88 ORTHO HEIGHT -   692.159 (meters)     2270.86  (feet) ADJUSTED
 OS0643  ______________________________________________________________________
 OS0643  GEOID HEIGHT    -        -23.000 (meters)                     GEOID18
 OS0643  DYNAMIC HEIGHT  -        691.931 (meters)     2270.11  (feet) COMP
 OS0643  MODELED GRAVITY -    980,267.6   (mgal)                       NAVD 88
 OS0643
 OS0643  VERT ORDER      -  FIRST     CLASS II
 OS0643
 OS0643.The horizontal coordinates were scaled from a map and have
 OS0643.an estimated accuracy of +/- 6 seconds.
 OS0643
 OS0643.The orthometric height was determined by differential leveling and
 OS0643.adjusted by the NATIONAL GEODETIC SURVEY
 OS0643.in June 1991.
 OS0643
 OS0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0643.GEOID18 height accuracy estimate available here.
 OS0643
 OS0643.Click photographs - Photos may exist for this station.
 OS0643
 OS0643.The dynamic height is computed by dividing the NAVD 88
 OS0643.geopotential number by the normal gravity value computed on the
 OS0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0643.degrees latitude (g = 980.6199 gals.).
 OS0643
 OS0643.The modeled gravity was interpolated from observed gravity values.
 OS0643
 OS0643;                    North         East    Units  Estimated Accuracy
 OS0643;SPC SD S     -   172,510.      535,360.      MT  (+/- 180 meters Scaled)
 OS0643
 OS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP282611(NAD 83)
 OS0643
 OS0643                          SUPERSEDED SURVEY CONTROL
 OS0643
 OS0643.No superseded survey control is available for this station.
 OS0643
 OS0643_MARKER: P = PIPE CAP
 OS0643_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0643_STAMPING: I90-170.51
 OS0643_MARK LOGO: NONE
 OS0643_PROJECTION: FLUSH
 OS0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0643+STABILITY: POSITION/ELEVATION WELL
 OS0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0643+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0643_ROD/PIPE-DEPTH: 12.8 meters
 OS0643
 OS0643  HISTORY     - Date     Condition        Report By
 OS0643  HISTORY     - UNK      MONUMENTED       SDDT
 OS0643  HISTORY     - 1985     GOOD             NGS
 OS0643  HISTORY     - 19910621 GOOD             NGS
 OS0643  HISTORY     - 20130116 GOOD             INDIV
 OS0643
 OS0643                          STATION DESCRIPTION
 OS0643
 OS0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0643'13.1 KM (8.15 MI) EAST FROM BELVIDERE.
 OS0643'THE MARK IS 1.0 M BELOW THE WEST BOUND LANES.
 OS0643'0.69 KM (0.43 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0643'BELVIDERE, THENCE 11.76 KM (7.31 MI) EAST ALONG THE I 90 SERVICE ROAD,
 OS0643'THENCE 0.26 KM (0.16 MI) NORTH ALONG STATE HIGHWAY 63, THENCE 0.35 KM
 OS0643'(0.22 MI) NORTHEAST ALONG THE I 90 WEST BOUND OFFRAMP FOR EXIT 170, AT
 OS0643'THE NORTHEAST END OF THE I 90 WEST BOUND OFFRAMP FOR EXIT 170, 32.6
 OS0643'METERS (107 FT) NORTHWEST OF THE CENTER OF THE WEST BOUND I 90 LANES,
 OS0643'23.2 METERS (76 FT) NORTH-NORTHWEST OF THE CENTER OF THE EXIT 170
 OS0643'OFFRAMP, 2.1 METERS (7 FT) SOUTHWEST OF THE SOUTHWEST ONE OF A FIVE
 OS0643'WOODEN POST BRACE IN THE RIGHT-OF-WAY FENCE AND 0.5 METER (1.5 FT)
 OS0643'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--MARK IS A PLAIN GALVANIZED
 OS0643'PIPE CAP WITH NO ORIGIN.
 OS0643'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OS0643
 OS0643                          STATION RECOVERY (1991)
 OS0643
 OS0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0643'32.9 KM (20.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0643'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.3 KM (0.20
 OS0643'MI) EAST OF BRIDGE NUMBER 36-501-078, 32.7 M (107.3 FT) NORTHWEST OF
 OS0643'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 2.1 M (6.9 FT)
 OS0643'SOUTHWEST OF THE MOST SOUTHWESTERLY OF 5 BRACED FENCE POSTS, 0.5 M
 OS0643'(1.6 FT) SOUTHEAST OF A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A
 OS0643'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OS0643'PVC SCREW CAP.
 OS0643
 OS0643                          STATION RECOVERY (2013)
 OS0643
 OS0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0667 ***********************************************************************
 OS0667  DESIGNATION -  I90 172.60
 OS0667  PID         -  OS0667
 OS0667  STATE/COUNTY-  SD/JACKSON
 OS0667  COUNTRY     -  US
 OS0667  USGS QUAD   -  STAMFORD (2017)
 OS0667
 OS0667                         *CURRENT SURVEY CONTROL
 OS0667  ______________________________________________________________________
 OS0667* NAD 83(1986) POSITION- 43 53 57.     (N) 101 06 07.     (W)   SCALED
 OS0667* NAVD 88 ORTHO HEIGHT -   723.924 (meters)     2375.07  (feet) ADJUSTED
 OS0667  ______________________________________________________________________
 OS0667  GEOID HEIGHT    -        -23.100 (meters)                     GEOID18
 OS0667  DYNAMIC HEIGHT  -        723.685 (meters)     2374.29  (feet) COMP
 OS0667  MODELED GRAVITY -    980,265.8   (mgal)                       NAVD 88
 OS0667
 OS0667  VERT ORDER      -  FIRST     CLASS II
 OS0667
 OS0667.The horizontal coordinates were scaled from a map and have
 OS0667.an estimated accuracy of +/- 6 seconds.
 OS0667
 OS0667.The orthometric height was determined by differential leveling and
 OS0667.adjusted by the NATIONAL GEODETIC SURVEY
 OS0667.in June 1991.
 OS0667
 OS0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0667.GEOID18 height accuracy estimate available here.
 OS0667
 OS0667.Click photographs - Photos may exist for this station.
 OS0667
 OS0667.The dynamic height is computed by dividing the NAVD 88
 OS0667.geopotential number by the normal gravity value computed on the
 OS0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0667.degrees latitude (g = 980.6199 gals.).
 OS0667
 OS0667.The modeled gravity was interpolated from observed gravity values.
 OS0667
 OS0667;                    North         East    Units  Estimated Accuracy
 OS0667;SPC SD S     -   174,240.      538,250.      MT  (+/- 180 meters Scaled)
 OS0667
 OS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP311628(NAD 83)
 OS0667
 OS0667                          SUPERSEDED SURVEY CONTROL
 OS0667
 OS0667.No superseded survey control is available for this station.
 OS0667
 OS0667_MARKER: P = PIPE CAP
 OS0667_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0667_STAMPING: I90-172.60
 OS0667_MARK LOGO: NONE
 OS0667_PROJECTION: FLUSH
 OS0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0667+STABILITY: POSITION/ELEVATION WELL
 OS0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0667+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0667_ROD/PIPE-DEPTH: 13.4 meters
 OS0667
 OS0667  HISTORY     - Date     Condition        Report By
 OS0667  HISTORY     - UNK      MONUMENTED       SDDT
 OS0667  HISTORY     - 1985     GOOD             NGS
 OS0667  HISTORY     - 19910621 GOOD             NGS
 OS0667  HISTORY     - 20130114 GOOD             INDIV
 OS0667
 OS0667                          STATION DESCRIPTION
 OS0667
 OS0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0667'18.6 KM (11.55 MI) WEST FROM OKATON.
 OS0667'THE MARK IS 0.5 M BELOW THE OFFRAMP.
 OS0667'17.79 KM (11.06 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0667'OF I 90 EXIT 183 AT OKATON, THENCE 0.66 KM (0.41 MI) NORTH ALONG A
 OS0667'PAVED ROAD, THENCE 0.18 KM (0.11 MI) EAST ALONG THE WEST BOUND I 90
 OS0667'OFFRAMP FOR EXIT 172, 18.6 METERS (61 FT) NORTH OF THE CENTER OF THE
 OS0667'WEST BOUND I 90 OFFRAMP FOR EXIT 172, 39.8 METERS (130.5 FT) WEST OF
 OS0667'THE CENTER OF A TRIPLE WOODEN POST BRACE IN THE RIGHT-OF-WAY FENCE,
 OS0667'20.4 METERS (67 FT) SOUTH OF THE CENTER OF THE I 90 SERVICE ROAD, 0.4
 OS0667'METER (1.3 FT) NORTH OF A METAL POST AND 0.3 METER (1 FT) SOUTH OF THE
 OS0667'RIGHT-OF-WAY FENCE.
 OS0667'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0667
 OS0667                          STATION RECOVERY (1991)
 OS0667
 OS0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0667'32.3 KM (20.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0667'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), THENCE 0.2 KM
 OS0667'(0.10 MI) WESTERLY ALONG AN OFF-RAMP (EXIT 172), 0.2 KM (0.10 MI)
 OS0667'EAST OF BRIDGE NUMBER 36-520-067, 61.7 M (202.4 FT) EAST OF THE NORTH
 OS0667'LEG OF A HIGHWAY INFORMATION SIGN (CEDAR BUTTE 24), 37.2 M (122.0 FT)
 OS0667'WEST OF THE MOST WESTERLY OF 3 BRACED FENCE POSTS, 19.1 M (62.7 FT)
 OS0667'NORTHWEST OF THE CENTER OF THE RAMP, 1.4 M (4.6 FT) BELOW THE LEVEL
 OS0667'OF THE RAMP, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) EAST
 OS0667'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0667'4-INCH PVC SCREW CAP.
 OS0667
 OS0667                          STATION RECOVERY (2013)
 OS0667
 OS0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0663 ***********************************************************************
 OS0663  DESIGNATION -  I90 177.50
 OS0663  PID         -  OS0663
 OS0663  STATE/COUNTY-  SD/JONES
 OS0663  COUNTRY     -  US
 OS0663  USGS QUAD   -  STAMFORD (2017)
 OS0663
 OS0663                         *CURRENT SURVEY CONTROL
 OS0663  ______________________________________________________________________
 OS0663* NAD 83(1986) POSITION- 43 53 59.26   (N) 101 00 14.99   (W)   HD_HELD1
 OS0663* NAVD 88 ORTHO HEIGHT -   699.214 (meters)     2294.00  (feet) ADJUSTED
 OS0663  ______________________________________________________________________
 OS0663  GEOID HEIGHT    -        -23.378 (meters)                     GEOID18
 OS0663  DYNAMIC HEIGHT  -        698.987 (meters)     2293.26  (feet) COMP
 OS0663  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 OS0663
 OS0663  VERT ORDER      -  FIRST     CLASS II
 OS0663
 OS0663.The horizontal coordinates were determined by differentially corrected
 OS0663.hand held GPS observations or other comparable positioning techniques
 OS0663.and have an estimated accuracy of +/- 3 meters.
 OS0663
 OS0663.The orthometric height was determined by differential leveling and
 OS0663.adjusted by the NATIONAL GEODETIC SURVEY
 OS0663.in June 1991.
 OS0663
 OS0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0663.GEOID18 height accuracy estimate available here.
 OS0663
 OS0663.Click photographs - Photos may exist for this station.
 OS0663
 OS0663.The dynamic height is computed by dividing the NAVD 88
 OS0663.geopotential number by the normal gravity value computed on the
 OS0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0663.degrees latitude (g = 980.6199 gals.).
 OS0663
 OS0663.The modeled gravity was interpolated from observed gravity values.
 OS0663
 OS0663;                    North         East    Units  Estimated Accuracy
 OS0663;SPC SD S     -   174,239.4     546,109.7     MT  (+/- 3 meters HH1 GPS) 
 OS0663
 OS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3904662695(NAD 83)
 OS0663
 OS0663                          SUPERSEDED SURVEY CONTROL
 OS0663
 OS0663.No superseded survey control is available for this station.
 OS0663
 OS0663_MARKER: P = PIPE CAP
 OS0663_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0663_STAMPING: I90-177.50
 OS0663_MARK LOGO: NONE
 OS0663_PROJECTION: FLUSH
 OS0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0663+STABILITY: POSITION/ELEVATION WELL
 OS0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0663+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OS0663_ROD/PIPE-DEPTH: 13.4 meters
 OS0663
 OS0663  HISTORY     - Date     Condition        Report By
 OS0663  HISTORY     - UNK      MONUMENTED       SDDT
 OS0663  HISTORY     - 1985     GOOD             NGS
 OS0663  HISTORY     - 19910621 GOOD             NGS
 OS0663
 OS0663                          STATION DESCRIPTION
 OS0663
 OS0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0663'10.1 KM (6.3 MI) WEST FROM OKATON.
 OS0663'THE MARK IS 0.5 M ABOVE THE ROAD.
 OS0663'9.46 KM (5.88 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0663'OF I 90 EXIT 183 AT OKATON, THENCE 0.68 KM (0.42 MI) NORTH ALONG A
 OS0663'GRAVEL ROAD TO THE I 90 EXIT 177, IN THE NORTHEAST CORNER OF THE
 OS0663'JUNCTION OF THE EAST BOUND I 90 ON RAMP AT EXIT 177, 43.9 METERS (144
 OS0663'FT)EAST OF THE CENTER OF THE ROAD FOR EXIT 177, 47.2 METERS (155 FT)
 OS0663'SOUTH OF THE CENTER OF THE EAST BOUND I 90 ON RAMP, 32.3 METERS (106
 OS0663'FT) SOUTHWEST OF A WOODEN POST BRACE FOR AN ANGLED OFFSET IN THE
 OS0663'RIGHT-OF-WAY FENCE, 12.5 METERS (41 FT) NORTHEAST OF A WOODEN POST
 OS0663'BRACE FOR AN ANGLED OFFSET IN THE RIGHT-OF-WAY FENCE AND 0.3 METER
 OS0663'(1 FT) NORTHWEST OF THE NORTHEAST-SOUTHWEST PORTION OF THE
 OS0663'RIGHT-OF-WAY FENCE.
 OS0663'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OS0663
 OS0663                          STATION RECOVERY (1991)
 OS0663
 OS0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0663'24.6 KM (15.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0663'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.8 KM (0.50
 OS0663'MI) WEST OF MILEPOST 178, 129.8 M (425.9 FT) SOUTH OF THE CENTERLINE
 OS0663'OF THE EASTBOUND LANES OF THE HIGHWAY, 43.7 M (143.4 FT) EAST OF THE
 OS0663'CENTERLINE OF COUNTY ROAD N6 (EXIT 177), 32.5 M (106.6 FT) SOUTHWEST
 OS0663'OF A FENCE CORNER, 12.6 M (41.3 FT) NORTHEAST OF A FENCE CORNER, 0.6
 OS0663'M (2.0 FT) ABOVE THE LEVEL OF THE COUNTY ROAD, 0.3 M (1.0 FT)
 OS0663'NORTHWEST OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 OS0663'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0659 ***********************************************************************
 OS0659  CBN         -  This is a Cooperative Base Network Control Station.
 OS0659  DESIGNATION -  I90 180.50
 OS0659  PID         -  OS0659
 OS0659  STATE/COUNTY-  SD/JONES
 OS0659  COUNTRY     -  US
 OS0659  USGS QUAD   -  OKATON (2017)
 OS0659
 OS0659                         *CURRENT SURVEY CONTROL
 OS0659  ______________________________________________________________________
 OS0659* NAD 83(2011) POSITION- 43 54 05.22680(N) 100 56 38.52067(W)   ADJUSTED
 OS0659* NAD 83(2011) ELLIP HT-   660.331 (meters)        (06/27/12)   ADJUSTED
 OS0659* NAD 83(2011) EPOCH   -  2010.00
 OS0659* NAVD 88 ORTHO HEIGHT -   683.855 (meters)     2243.61  (feet) ADJUSTED
 OS0659  ______________________________________________________________________
 OS0659  GEOID HEIGHT    -        -23.537 (meters)                     GEOID18
 OS0659  NAD 83(2011) X  -   -873,984.537 (meters)                     COMP
 OS0659  NAD 83(2011) Y  - -4,519,827.396 (meters)                     COMP
 OS0659  NAD 83(2011) Z  -  4,400,666.330 (meters)                     COMP
 OS0659  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 OS0659  DYNAMIC HEIGHT  -        683.627 (meters)     2242.87  (feet) COMP
 OS0659  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OS0659
 OS0659  VERT ORDER      -  FIRST     CLASS II
 OS0659
 OS0659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0659  Standards:
 OS0659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0659  -------------------------------------------------------------------
 OS0659  NETWORK    1.30   3.67           0.59   0.45   1.87      0.01655013
 OS0659  -------------------------------------------------------------------
 OS0659  Click here for local accuracies and other accuracy information.
 OS0659
 OS0659.The horizontal coordinates were established by GPS observations
 OS0659.and adjusted by the National Geodetic Survey in June 2012.
 OS0659
 OS0659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0659.been affixed to the stable North American tectonic plate. See 
 OS0659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0659
 OS0659.The horizontal coordinates are valid at the epoch date displayed above
 OS0659.which is a decimal equivalence of Year/Month/Day.
 OS0659
 OS0659.The orthometric height was determined by differential leveling and
 OS0659.adjusted by the NATIONAL GEODETIC SURVEY
 OS0659.in June 1991.
 OS0659
 OS0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0659.GEOID18 height accuracy estimate available here.
 OS0659
 OS0659.Click photographs - Photos may exist for this station.
 OS0659
 OS0659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0659
 OS0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0659
 OS0659.The ellipsoidal height was determined by GPS observations
 OS0659.and is referenced to NAD 83.
 OS0659
 OS0659.The dynamic height is computed by dividing the NAVD 88
 OS0659.geopotential number by the normal gravity value computed on the
 OS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0659.degrees latitude (g = 980.6199 gals.).
 OS0659
 OS0659.The modeled gravity was interpolated from observed gravity values.
 OS0659
 OS0659. The following values were computed from the NAD 83(2011) position.
 OS0659
 OS0659;                    North         East     Units Scale Factor Converg.
 OS0659;SPC SD S     -   174,386.306   550,941.475   MT  0.99991905   -0 25 16.7
 OS0659;SPC SD S     -   572,132.41  1,807,547.16   sFT  0.99991905   -0 25 16.7
 OS0659;UTM  14      - 4,862,764.341   343,879.894   MT  0.99989979   -1 20 53.9
 OS0659
 OS0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0659!SPC SD S     -   0.99989647  x   0.99991905  =   0.99981552
 OS0659!UTM  14      -   0.99989647  x   0.99989979  =   0.99979627
 OS0659
 OS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4387962764(NAD 83)
 OS0659
 OS0659                          SUPERSEDED SURVEY CONTROL
 OS0659
 OS0659  NAD 83(2007)-  43 54 05.22681(N)    100 56 38.52174(W) AD(2002.00) 0
 OS0659  ELLIP H (02/10/07)  660.354  (m)                       GP(2002.00)    
 OS0659  ELLIP H (04/15/04)  660.349  (m)                       GP(       ) 2 1
 OS0659  NAD 83(1996)-  43 54 05.22627(N)    100 56 38.52120(W) AD(       ) B
 OS0659  ELLIP H (04/18/97)  660.410  (m)                       GP(       ) 4 1
 OS0659  NAVD 88             683.86   (m)         2243.6    (f) LEVELING    3  
 OS0659
 OS0659.Superseded values are not recommended for survey control.
 OS0659
 OS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0659.See file dsdata.pdf to determine how the superseded data were derived.
 OS0659
 OS0659_MARKER: Z = SEE DESCRIPTION
 OS0659_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0659_STAMPING: I90-180.50
 OS0659_MARK LOGO: NONE
 OS0659_PROJECTION: PROJECTING 6 CENTIMETERS
 OS0659_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0659+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1996
 OS0659_ROD/PIPE-DEPTH: 12.8 meters
 OS0659_SLEEVE-DEPTH  : 1.8 meters
 OS0659
 OS0659  HISTORY     - Date     Condition        Report By
 OS0659  HISTORY     - UNK      MONUMENTED       SDDT
 OS0659  HISTORY     - 1985     GOOD             NGS
 OS0659  HISTORY     - 19910621 GOOD             NGS
 OS0659  HISTORY     - 19960806 GOOD             NGS
 OS0659
 OS0659                          STATION DESCRIPTION
 OS0659
 OS0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0659'5.5 KM (3.4 MI) WEST FROM OKATON.
 OS0659'THE MARK IS 2.0 M BELOW I 90 WEST BOUND LANES.
 OS0659'4.62 KM (2.87 MI) WEST ALONG I 90 SERVICE ROAD FROM THE JUNCTION OF I
 OS0659'90 EXIT 183 AT OKATON, THENCE 0.85 KM (0.53 MI) NORTH ALONG A GRAVEL
 OS0659'SECTION LINE ROAD, 57.3 METERS (188 FT) EAST OF THE CENTER OF THE
 OS0659'GRAVEL ROAD, 30.3 METERS (99.5 FT) NORTH OF THE WEST BOUND I 90 LANES,
 OS0659'46.0 METERS (151 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE WEST
 OS0659'BOUND I 90 BRIDGE OVER THE GRAVEL ROAD, 6.7 METERS (22 FT) EAST OF THE
 OS0659'WOODEN POST BRACE FOR AN ANGELED OFFSET IN THE RIGHT-OF-WAY FENCE AND
 OS0659'0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 OS0659'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0659
 OS0659                          STATION RECOVERY (1991)
 OS0659
 OS0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0659'19.7 KM (12.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0659'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 45.6 M (149.6
 OS0659'FT) NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 38-060-185,
 OS0659'31.6 M (103.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OS0659'THE HIGHWAY, 6.5 M (21.3 FT) EAST OF A FENCE CORNER, 1.2 M (3.9 FT)
 OS0659'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS
 OS0659'POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO THE DATUM
 OS0659'POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0659
 OS0659                          STATION RECOVERY (1996)
 OS0659
 OS0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0659'THE STATION IS LOCATED 12.0 MI (19.3 KM) WEST OF MURDO, ON INTERSTATE
 OS0659'HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OS0659'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 83
 OS0659'SOUTH (EXIT 192) IN MURDO, GO WEST ON INTERSTATE HIGHWAY 90 FOR 12.25
 OS0659'MI (19.71 KM) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 OS0659'POINT AT THE INTERSECTING POINT OF 2 DIAMONDS INSCRIBED OF THE TOP OF
 OS0659'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 OS0659'LOCATED 45.6 M (149.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 OS0659'WESTBOUND HIGHWAY OVERPASS (NUMBER 38-060-185) OF A COUNTY ROAD AT
 OS0659'MILEPOST 180.48, 31.6 M (103.7 FT) NORTH OF THE HIGHWAY CENTERLINE,
 OS0659'11.8 M (38.7 FT) NORTHEAST OF THE EAST END OF A CULVERT, 1.3 M (4.3
 OS0659'FT) EAST OF THE MOST EASTERLY OF 6 BRACED FENCE POSTS, 1.2 M (3.9 FT)
 OS0659'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL GUARD
 OS0659'POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A
 OS0659'FENCE, AND 0.04 M (0.13 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO
 OS0659'THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0656 ***********************************************************************
 OS0656  DESIGNATION -  I90 183.51
 OS0656  PID         -  OS0656
 OS0656  STATE/COUNTY-  SD/JONES
 OS0656  COUNTRY     -  US
 OS0656  USGS QUAD   -  OKATON (2017)
 OS0656
 OS0656                         *CURRENT SURVEY CONTROL
 OS0656  ______________________________________________________________________
 OS0656* NAD 83(1986) POSITION- 43 53 22.     (N) 100 53 14.     (W)   SCALED
 OS0656* NAVD 88 ORTHO HEIGHT -   701.158 (meters)     2300.38  (feet) ADJUSTED
 OS0656  ______________________________________________________________________
 OS0656  GEOID HEIGHT    -        -23.686 (meters)                     GEOID18
 OS0656  DYNAMIC HEIGHT  -        700.924 (meters)     2299.61  (feet) COMP
 OS0656  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 OS0656
 OS0656  VERT ORDER      -  FIRST     CLASS II
 OS0656
 OS0656.The horizontal coordinates were scaled from a map and have
 OS0656.an estimated accuracy of +/- 6 seconds.
 OS0656
 OS0656.The orthometric height was determined by differential leveling and
 OS0656.adjusted by the NATIONAL GEODETIC SURVEY
 OS0656.in June 1991.
 OS0656
 OS0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0656.GEOID18 height accuracy estimate available here.
 OS0656
 OS0656.Click photographs - Photos may exist for this station.
 OS0656
 OS0656.The dynamic height is computed by dividing the NAVD 88
 OS0656.geopotential number by the normal gravity value computed on the
 OS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0656.degrees latitude (g = 980.6199 gals.).
 OS0656
 OS0656.The modeled gravity was interpolated from observed gravity values.
 OS0656
 OS0656;                    North         East    Units  Estimated Accuracy
 OS0656;SPC SD S     -   173,020.      555,500.      MT  (+/- 180 meters Scaled)
 OS0656
 OS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP484613(NAD 83)
 OS0656
 OS0656                          SUPERSEDED SURVEY CONTROL
 OS0656
 OS0656.No superseded survey control is available for this station.
 OS0656
 OS0656_MARKER: P = PIPE CAP
 OS0656_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0656_STAMPING: I90-183.51
 OS0656_MARK LOGO: NONE
 OS0656_PROJECTION: FLUSH
 OS0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0656+STABILITY: POSITION/ELEVATION WELL
 OS0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0656+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OS0656_ROD/PIPE-DEPTH: 13.4 meters
 OS0656
 OS0656  HISTORY     - Date     Condition        Report By
 OS0656  HISTORY     - UNK      MONUMENTED       SDDT
 OS0656  HISTORY     - 1985     GOOD             NGS
 OS0656  HISTORY     - 19910621 GOOD             NGS
 OS0656
 OS0656                          STATION DESCRIPTION
 OS0656
 OS0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0656'0.3 KM (0.2 MI) NE FROM OKATON.
 OS0656'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OS0656'0.33 KM (0.21 MI) NORTH ALONG I 90 EXIT 183 FROM THE JUNCTION OF THE I
 OS0656'90 SERVICE ROAD AT OKATON, IN THE EAST CORNER OF THE INTERSECTION OF
 OS0656'THE WEST BOUND I 90 OFFRAMP FOR EXIT 183, 40.8 METERS (134 FT)
 OS0656'SOUTHEAST OF THE CENTER OF THE ROAD, 51.5 METERS (169 FT) NORTHEAST OF
 OS0656'THE CENTER OF THE I 90 OFFRAMP, 37.8 METERS (124 FT) EAST OF THE
 OS0656'SOUTHEAST END OF A 18-INCH CONCRETE PIPE CULVERT, 27.3 METERS (89.5
 OS0656'FT) NORTHWEST OF A WOODEN POST BRACED ANGLED OFFSET IN THE
 OS0656'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 OS0656'FENCE.
 OS0656'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OS0656
 OS0656                          STATION RECOVERY (1991)
 OS0656
 OS0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0656'14.4 KM (8.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0656'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), THENCE 0.4 KM
 OS0656'(0.25 MI) NORTHWESTERLY ALONG AN OFF-RAMP (EXIT 183), 51.2 M (168.0
 OS0656'FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF THE RAMP, 42.5 M (139.4
 OS0656'FT) SOUTHEAST OF THE CENTERLINE OF A COUNTY ROAD, 0.3 M (1.0 FT) WEST
 OS0656'OF A FENCE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS
 OS0656'TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0653 ***********************************************************************
 OS0653  DESIGNATION -  I90 185.73
 OS0653  PID         -  OS0653
 OS0653  STATE/COUNTY-  SD/JONES
 OS0653  COUNTRY     -  US
 OS0653  USGS QUAD   -  OKATON NE (2017)
 OS0653
 OS0653                         *CURRENT SURVEY CONTROL
 OS0653  ______________________________________________________________________
 OS0653* NAD 83(1986) POSITION- 43 53 13.     (N) 100 50 39.     (W)   SCALED
 OS0653* NAVD 88 ORTHO HEIGHT -   714.296 (meters)     2343.49  (feet) ADJUSTED
 OS0653  ______________________________________________________________________
 OS0653  GEOID HEIGHT    -        -23.785 (meters)                     GEOID18
 OS0653  DYNAMIC HEIGHT  -        714.062 (meters)     2342.72  (feet) COMP
 OS0653  MODELED GRAVITY -    980,267.7   (mgal)                       NAVD 88
 OS0653
 OS0653  VERT ORDER      -  FIRST     CLASS II
 OS0653
 OS0653.The horizontal coordinates were scaled from a map and have
 OS0653.an estimated accuracy of +/- 6 seconds.
 OS0653
 OS0653.The orthometric height was determined by differential leveling and
 OS0653.adjusted by the NATIONAL GEODETIC SURVEY
 OS0653.in June 1991.
 OS0653
 OS0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0653.GEOID18 height accuracy estimate available here.
 OS0653
 OS0653.Click photographs - Photos may exist for this station.
 OS0653
 OS0653.The dynamic height is computed by dividing the NAVD 88
 OS0653.geopotential number by the normal gravity value computed on the
 OS0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0653.degrees latitude (g = 980.6199 gals.).
 OS0653
 OS0653.The modeled gravity was interpolated from observed gravity values.
 OS0653
 OS0653;                    North         East    Units  Estimated Accuracy
 OS0653;SPC SD S     -   172,720.      558,950.      MT  (+/- 180 meters Scaled)
 OS0653
 OS0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP518609(NAD 83)
 OS0653
 OS0653                          SUPERSEDED SURVEY CONTROL
 OS0653
 OS0653.No superseded survey control is available for this station.
 OS0653
 OS0653_MARKER: P = PIPE CAP
 OS0653_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0653_STAMPING: I90-185.73
 OS0653_MARK LOGO: NONE
 OS0653_PROJECTION: FLUSH
 OS0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0653+STABILITY: POSITION/ELEVATION WELL
 OS0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0653+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OS0653_ROD/PIPE-DEPTH: 13.4 meters
 OS0653
 OS0653  HISTORY     - Date     Condition        Report By
 OS0653  HISTORY     - UNK      MONUMENTED       SDDT
 OS0653  HISTORY     - 1985     GOOD             NGS
 OS0653  HISTORY     - 19910621 GOOD             NGS
 OS0653
 OS0653                          STATION DESCRIPTION
 OS0653
 OS0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0653'4.8 KM (3.0 MI) EAST FROM OKATON.
 OS0653'THE MARK IS 2.0 M BELOW WEST BOUND LANES.
 OS0653'3.90 KM (2.42 MI) EAST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0653'OF I 90 EXIT 183 AT OKATON, THENCE 0.85 KM (0.53 MI) NORTH ALONG A
 OS0653'GRAVEL SECTION LINE ROAD, 89.9 METERS (295 FT) EAST OF THE CENTER OF
 OS0653'THE GRAVEL ROAD, 31.7 METERS (104 FT) NORTH OF THE CENTER OF THE WEST
 OS0653'BOUND I 90 LANES, 77.7 METERS (255 FT) EAST-NORTHEAST OF THE NORTHEAST
 OS0653'CORNER OF THE WEST BOUND I 90 BRIDGE OVER THE GRAVEL ROAD, 0.3 METER
 OS0653'(1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) NORTH OF A
 OS0653'METAL WITNESS POST.
 OS0653'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0653
 OS0653                          STATION RECOVERY (1991)
 OS0653
 OS0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0653'11.2 KM (6.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0653'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 76.3 M (250.3
 OS0653'FT) NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 38-110-195,
 OS0653'31.5 M (103.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OS0653'THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OS0653'(1.0 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 OS0653'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0652 ***********************************************************************
 OS0652  DESIGNATION -  I90 186.01
 OS0652  PID         -  OS0652
 OS0652  STATE/COUNTY-  SD/JONES
 OS0652  COUNTRY     -  US
 OS0652  USGS QUAD   -  OKATON NE (2017)
 OS0652
 OS0652                         *CURRENT SURVEY CONTROL
 OS0652  ______________________________________________________________________
 OS0652* NAD 83(1986) POSITION- 43 53 10.     (N) 100 50 15.     (W)   SCALED
 OS0652* NAVD 88 ORTHO HEIGHT -   725.574 (meters)     2380.49  (feet) ADJUSTED
 OS0652  ______________________________________________________________________
 OS0652  GEOID HEIGHT    -        -23.801 (meters)                     GEOID18
 OS0652  DYNAMIC HEIGHT  -        725.336 (meters)     2379.71  (feet) COMP
 OS0652  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OS0652
 OS0652  VERT ORDER      -  FIRST     CLASS II
 OS0652
 OS0652.The horizontal coordinates were scaled from a map and have
 OS0652.an estimated accuracy of +/- 6 seconds.
 OS0652
 OS0652.The orthometric height was determined by differential leveling and
 OS0652.adjusted by the NATIONAL GEODETIC SURVEY
 OS0652.in June 1991.
 OS0652
 OS0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0652.GEOID18 height accuracy estimate available here.
 OS0652
 OS0652.Click photographs - Photos may exist for this station.
 OS0652
 OS0652.The dynamic height is computed by dividing the NAVD 88
 OS0652.geopotential number by the normal gravity value computed on the
 OS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0652.degrees latitude (g = 980.6199 gals.).
 OS0652
 OS0652.The modeled gravity was interpolated from observed gravity values.
 OS0652
 OS0652;                    North         East    Units  Estimated Accuracy
 OS0652;SPC SD S     -   172,630.      559,490.      MT  (+/- 180 meters Scaled)
 OS0652
 OS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP523608(NAD 83)
 OS0652
 OS0652                          SUPERSEDED SURVEY CONTROL
 OS0652
 OS0652.No superseded survey control is available for this station.
 OS0652
 OS0652_MARKER: P = PIPE CAP
 OS0652_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0652_STAMPING: I90-186.01
 OS0652_MARK LOGO: NONE
 OS0652_PROJECTION: FLUSH
 OS0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0652+STABILITY: POSITION/ELEVATION WELL
 OS0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0652+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OS0652_ROD/PIPE-DEPTH: 13.4 meters
 OS0652
 OS0652  HISTORY     - Date     Condition        Report By
 OS0652  HISTORY     - UNK      MONUMENTED       SDDT
 OS0652  HISTORY     - 1985     GOOD             NGS
 OS0652  HISTORY     - 19910621 GOOD             NGS
 OS0652
 OS0652                          STATION DESCRIPTION
 OS0652
 OS0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0652'5.2 KM (3.25 MI) EAST FROM OKATON.
 OS0652'THE MARK IS 1.5 M BELOW EAST BOUND I 90 LANES.
 OS0652'4.37 KM (2.72 MI) EAST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0652'OF THE I 90 EXIT 183 AT OKATON, THENCE 0.78 KM (0.48 MI) NORTH ALONG
 OS0652'THE OLD ABANDON RAILROAD BED, 114.0 METERS (374 FT) WEST OF THE WEST
 OS0652'RAIL, 30.8 METERS (101 FT) SOUTH OF THE CENTER OF THE EAST BOUND I 90
 OS0652'LANES, 104.5 METERS (343 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 OS0652'THE EAST BOUND I 90 BRIDGE OVER THE TRACKS, 25.9 METERS (85 FT)
 OS0652'SOUTHEAST OF I 90 MILEPOST 186, 0.3 METER (1 FT) NORTH OF THE
 OS0652'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTH OF A METAL POST.
 OS0652'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0652
 OS0652                          STATION RECOVERY (1991)
 OS0652
 OS0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0652'10.8 KM (6.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0652'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 105.0 M
 OS0652'(344.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF HIGHWAY BRIDGE NUMBER
 OS0652'38-114-196, 31.4 M (103.0 FT) SOUTH OF THE CENTERLINE OF THE
 OS0652'EASTBOUND LANES OF THE HIGHWAY, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE
 OS0652'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) EAST OF
 OS0652'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OS0652'PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0651 ***********************************************************************
 OS0651  DESIGNATION -  I90 191.17
 OS0651  PID         -  OS0651
 OS0651  STATE/COUNTY-  SD/JONES
 OS0651  COUNTRY     -  US
 OS0651  USGS QUAD   -  MURDO (2017)
 OS0651
 OS0651                         *CURRENT SURVEY CONTROL
 OS0651  ______________________________________________________________________
 OS0651* NAD 83(1986) POSITION- 43 53 10.56   (N) 100 44 04.56   (W)   HD_HELD1
 OS0651* NAVD 88 ORTHO HEIGHT -   711.365 (meters)     2333.87  (feet) ADJUSTED
 OS0651  ______________________________________________________________________
 OS0651  GEOID HEIGHT    -        -24.019 (meters)                     GEOID18
 OS0651  DYNAMIC HEIGHT  -        711.134 (meters)     2333.11  (feet) COMP
 OS0651  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 OS0651
 OS0651  VERT ORDER      -  FIRST     CLASS II
 OS0651
 OS0651.The horizontal coordinates were determined by differentially corrected
 OS0651.hand held GPS observations or other comparable positioning techniques
 OS0651.and have an estimated accuracy of +/- 3 meters.
 OS0651
 OS0651.The orthometric height was determined by differential leveling and
 OS0651.adjusted by the NATIONAL GEODETIC SURVEY
 OS0651.in June 1991.
 OS0651
 OS0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0651.GEOID18 height accuracy estimate available here.
 OS0651
 OS0651.Click photographs - Photos may exist for this station.
 OS0651
 OS0651.The dynamic height is computed by dividing the NAVD 88
 OS0651.geopotential number by the normal gravity value computed on the
 OS0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0651.degrees latitude (g = 980.6199 gals.).
 OS0651
 OS0651.The modeled gravity was interpolated from observed gravity values.
 OS0651
 OS0651;                    North         East    Units  Estimated Accuracy
 OS0651;SPC SD S     -   172,596.7     567,757.3     MT  (+/- 3 meters HH1 GPS) 
 OS0651
 OS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6066360703(NAD 83)
 OS0651
 OS0651                          SUPERSEDED SURVEY CONTROL
 OS0651
 OS0651.No superseded survey control is available for this station.
 OS0651
 OS0651_MARKER: P = PIPE CAP
 OS0651_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0651_STAMPING: I90-191.17
 OS0651_MARK LOGO: NONE
 OS0651_PROJECTION: FLUSH
 OS0651_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0651+STABILITY: POSITION/ELEVATION WELL
 OS0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0651+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0651_ROD/PIPE-DEPTH: 13.4 meters
 OS0651
 OS0651  HISTORY     - Date     Condition        Report By
 OS0651  HISTORY     - UNK      MONUMENTED       SDDT
 OS0651  HISTORY     - 1985     GOOD             NGS
 OS0651  HISTORY     - 19910620 GOOD             NGS
 OS0651  HISTORY     - 19910621 GOOD             NGS
 OS0651  HISTORY     - 19920721 GOOD             NGS
 OS0651
 OS0651                          STATION DESCRIPTION
 OS0651
 OS0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0651'IN MURDO.
 OS0651'THE MARK IS 1.5 M BELOW THE ON RAMP.
 OS0651'IN MURDO, IN THE NORTH CORNER OF THE INTERSECTION OF THE I 90 ON RAMP
 OS0651'FOR THE WEST BOUND LANES AT EXIT 191, 86.9 METERS (285 FT) NORTHWEST
 OS0651'OF THE CENTER OF WEST 5TH STREET, 25.9 METERS (85 FT) NORTH OF THE
 OS0651'CENTER OF THE RAMP, 13.7 METERS (45 FT) EAST OF RIGHT-OF-WAY Y
 OS0651'JUNCTION, 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.3
 OS0651'METER (1 FT) NORTH OF A METAL POST.
 OS0651'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0651
 OS0651                          STATION RECOVERY (1991)
 OS0651
 OS0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0651'2.4 KM (1.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0651'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 164.9 M
 OS0651'(541.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0651'HIGHWAY, 83.8 M (274.9 FT) NORTHWEST OF THE CENTERLINE OF INTERSTATE
 OS0651'HIGHWAY 90 BUSINESS, 25.9 M (85.0 FT) NORTH OF THE CENTER OF THE
 OS0651'WESTBOUND ON RAMP, 13.7 M (44.9 FT) EAST OF A Y-FENCE CORNER, 1.3 M
 OS0651'(4.3 FT) BELOW THE LEVEL OF THE ON RAMP, 0.3 M (1.0 FT) SOUTH OF A
 OS0651'FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 OS0651'THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0651
 OS0651                          STATION RECOVERY (1991)
 OS0651
 OS0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0651'2.4 KM (1.50 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0651'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 164.9 M
 OS0651'(541.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0651'HIGHWAY, 83.8 M (274.9 FT) WEST OF THE CENTERLINE OF INTERSTATE
 OS0651'HIGHWAY 90 BUSINESS (EXIT 191), 25.9 M (85.0 FT) NORTH OF THE CENTER
 OS0651'OF AN ON-RAMP, 13.7 M (44.9 FT) EAST OF A Y-FENCE CORNER, 1.3 M (4.3
 OS0651'FT) BELOW THE LEVEL OF THE RAMP, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND
 OS0651'0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OS0651'POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0651
 OS0651                          STATION RECOVERY (1992)
 OS0651
 OS0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0651'2.4 KM (1.50 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0651'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 164.9 M
 OS0651'(541.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0651'HIGHWAY, 83.8 M (274.9 FT) WEST OF THE CENTERLINE OF INTERSTATE
 OS0651'HIGHWAY 90 BUSINESS (EXIT 191), 25.7 M (84.3 FT) NORTH OF THE CENTER
 OS0651'OF A WESTBOUND ON-RAMP, 13.7 M (44.9 FT) EAST OF A Y-FENCE CORNER,
 OS0651'1.3 M (4.3 FT) BELOW THE LEVEL OF THE RAMP, 0.3 M (1.0 FT) WEST OF A
 OS0651'WITNESS POST, AND 0.2 M (0.7 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO
 OS0651'THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0649 ***********************************************************************
 OS0649  DESIGNATION -  I90 192.64
 OS0649  PID         -  OS0649
 OS0649  STATE/COUNTY-  SD/JONES
 OS0649  COUNTRY     -  US
 OS0649  USGS QUAD   -  MURDO (2017)
 OS0649
 OS0649                         *CURRENT SURVEY CONTROL
 OS0649  ______________________________________________________________________
 OS0649* NAD 83(1986) POSITION- 43 53 04.     (N) 100 42 21.     (W)   SCALED
 OS0649* NAVD 88 ORTHO HEIGHT -   698.706 (meters)     2292.34  (feet) ADJUSTED
 OS0649  ______________________________________________________________________
 OS0649  GEOID HEIGHT    -        -24.076 (meters)                     GEOID18
 OS0649  DYNAMIC HEIGHT  -        698.479 (meters)     2291.59  (feet) COMP
 OS0649  MODELED GRAVITY -    980,271.3   (mgal)                       NAVD 88
 OS0649
 OS0649  VERT ORDER      -  FIRST     CLASS II
 OS0649
 OS0649.The horizontal coordinates were scaled from a map and have
 OS0649.an estimated accuracy of +/- 6 seconds.
 OS0649
 OS0649.The orthometric height was determined by differential leveling and
 OS0649.adjusted by the NATIONAL GEODETIC SURVEY
 OS0649.in June 1991.
 OS0649
 OS0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0649.GEOID18 height accuracy estimate available here.
 OS0649
 OS0649.Click photographs - Photos may exist for this station.
 OS0649
 OS0649.The dynamic height is computed by dividing the NAVD 88
 OS0649.geopotential number by the normal gravity value computed on the
 OS0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0649.degrees latitude (g = 980.6199 gals.).
 OS0649
 OS0649.The modeled gravity was interpolated from observed gravity values.
 OS0649
 OS0649;                    North         East    Units  Estimated Accuracy
 OS0649;SPC SD S     -   172,380.      570,070.      MT  (+/- 180 meters Scaled)
 OS0649
 OS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP629604(NAD 83)
 OS0649
 OS0649                          SUPERSEDED SURVEY CONTROL
 OS0649
 OS0649.No superseded survey control is available for this station.
 OS0649
 OS0649_MARKER: P = PIPE CAP
 OS0649_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0649_STAMPING: I90-192.64
 OS0649_MARK LOGO: NONE
 OS0649_PROJECTION: FLUSH
 OS0649_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0649+STABILITY: POSITION/ELEVATION WELL
 OS0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0649+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0649_ROD/PIPE-DEPTH: 13.4 meters
 OS0649
 OS0649  HISTORY     - Date     Condition        Report By
 OS0649  HISTORY     - UNK      MONUMENTED       SDDT
 OS0649  HISTORY     - 1985     GOOD             NGS
 OS0649  HISTORY     - 19910620 GOOD             NGS
 OS0649  HISTORY     - 19910621 GOOD             NGS
 OS0649  HISTORY     - 19920721 GOOD             NGS
 OS0649  HISTORY     - 20130114 GOOD             INDIV
 OS0649
 OS0649                          STATION DESCRIPTION
 OS0649
 OS0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0649'IN MURDO.
 OS0649'THE MARK IS 1.0 M BELOW THE AVENUE.
 OS0649'IN MURDO, IN THE NORTHWEST CORNER OF THE INTERSECTION OF THE I 90 ON
 OS0649'RAMP FOR THE WEST BOUND LANES FOR EXIT 192, 13.3 METERS (43.5 FT) WEST
 OS0649'OF THE CENTER OF KENNEDY AVENUE, 26.5 METERS (87 FT) NORTH OF THE
 OS0649'CENTER OF THE RAMP, 2.2 METERS (7.3 FT) SOUTHWEST OF THE SOUTHEAST
 OS0649'CORNER OF A CHAIN LINK SECURITY FENCE, 1.7 METERS (5.6 FT) SOUTH OF
 OS0649'THE EAST-WEST PORTION OF THE FENCE AND 0.3 METER (1 FT) NORTH OF A
 OS0649'METAL POST.
 OS0649'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 OS0649
 OS0649                          STATION RECOVERY (1991)
 OS0649
 OS0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0649'IN MURDO, AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE
 OS0649'HIGHWAY 90 BUSINESS (EXIT 192), 126.3 M (414.4 FT) NORTH OF THE
 OS0649'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, 13.7 M
 OS0649'(44.9 FT) WEST OF THE CENTER OF THE BUSINESS HIGHWAY, 2.3 M (7.5 FT)
 OS0649'SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT) BELOW THE
 OS0649'LEVEL OF THE BUSINESS HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 OS0649'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW
 OS0649'CAP.  THE MARK IS UNSTAMPED.
 OS0649
 OS0649                          STATION RECOVERY (1991)
 OS0649
 OS0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0649'IN MURDO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S.
 OS0649'HIGHWAY 83 SOUTH (EXIT 192), 126.3 M (414.4 FT) NORTH OF THE
 OS0649'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 13.7 M (44.9 FT)
 OS0649'WEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 90 BUSINESS, 2.3 M (7.5
 OS0649'FT) SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT) BELOW THE
 OS0649'LEVEL OF HIGHWAY 90 BUSINESS, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 OS0649'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW
 OS0649'CAP.
 OS0649
 OS0649                          STATION RECOVERY (1992)
 OS0649
 OS0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0649'IN MURDO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S.
 OS0649'HIGHWAY 83 SOUTH (EXIT 192), 126.3 M (414.4 FT) NORTH OF THE
 OS0649'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, 13.9 M
 OS0649'(45.6 FT) WEST OF THE CENTERLINE OF INTERSTATE 90 BUSINESS, 2.2 M
 OS0649'(7.2 FT) SOUTHWEST OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT) BELOW
 OS0649'THE LEVEL OF THE BUSINESS HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A
 OS0649'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OS0649'PVC SCREW CAP.
 OS0649
 OS0649                          STATION RECOVERY (2013)
 OS0649
 OS0649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0846 ***********************************************************************
 OS0846  CBN         -  This is a Cooperative Base Network Control Station.
 OS0846  DESIGNATION -  I90 194.87
 OS0846  PID         -  OS0846
 OS0846  STATE/COUNTY-  SD/JONES
 OS0846  COUNTRY     -  US
 OS0846  USGS QUAD   -  MURDO (2017)
 OS0846
 OS0846                         *CURRENT SURVEY CONTROL
 OS0846  ______________________________________________________________________
 OS0846* NAD 83(2011) POSITION- 43 53 40.58826(N) 100 39 59.27556(W)   ADJUSTED
 OS0846* NAD 83(2011) ELLIP HT-   677.269 (meters)        (06/27/12)   ADJUSTED
 OS0846* NAD 83(2011) EPOCH   -  2010.00
 OS0846* NAVD 88 ORTHO HEIGHT -   701.400 (meters)     2301.18  (feet) ADJUSTED
 OS0846  ______________________________________________________________________
 OS0846  GEOID HEIGHT    -        -24.126 (meters)                     GEOID18
 OS0846  NAD 83(2011) X  -   -852,178.030 (meters)                     COMP
 OS0846  NAD 83(2011) Y  - -4,524,538.551 (meters)                     COMP
 OS0846  NAD 83(2011) Z  -  4,400,130.061 (meters)                     COMP
 OS0846  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 OS0846  DYNAMIC HEIGHT  -        701.173 (meters)     2300.43  (feet) COMP
 OS0846  MODELED GRAVITY -    980,273.5   (mgal)                       NAVD 88
 OS0846
 OS0846  VERT ORDER      -  FIRST     CLASS II
 OS0846
 OS0846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0846  Standards:
 OS0846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0846  -------------------------------------------------------------------
 OS0846  NETWORK    1.17   3.35           0.55   0.37   1.71     -0.04242326
 OS0846  -------------------------------------------------------------------
 OS0846  Click here for local accuracies and other accuracy information.
 OS0846
 OS0846.The horizontal coordinates were established by GPS observations
 OS0846.and adjusted by the National Geodetic Survey in June 2012.
 OS0846
 OS0846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0846.been affixed to the stable North American tectonic plate. See 
 OS0846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0846
 OS0846.The horizontal coordinates are valid at the epoch date displayed above
 OS0846.which is a decimal equivalence of Year/Month/Day.
 OS0846
 OS0846.The orthometric height was determined by differential leveling and
 OS0846.adjusted by the NATIONAL GEODETIC SURVEY
 OS0846.in September 1993.
 OS0846
 OS0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0846.GEOID18 height accuracy estimate available here.
 OS0846
 OS0846.Click photographs - Photos may exist for this station.
 OS0846
 OS0846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0846
 OS0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0846
 OS0846.The ellipsoidal height was determined by GPS observations
 OS0846.and is referenced to NAD 83.
 OS0846
 OS0846.The dynamic height is computed by dividing the NAVD 88
 OS0846.geopotential number by the normal gravity value computed on the
 OS0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0846.degrees latitude (g = 980.6199 gals.).
 OS0846
 OS0846.The modeled gravity was interpolated from observed gravity values.
 OS0846
 OS0846. The following values were computed from the NAD 83(2011) position.
 OS0846
 OS0846;                    North         East     Units Scale Factor Converg.
 OS0846;SPC SD S     -   173,499.237   573,235.745   MT  0.99991847   -0 13 47.3
 OS0846;SPC SD S     -   569,222.08  1,880,690.94   sFT  0.99991847   -0 13 47.3
 OS0846;UTM  14      - 4,861,517.012   366,155.578   MT  0.99982034   -1 09 20.1
 OS0846
 OS0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0846!SPC SD S     -   0.99989381  x   0.99991847  =   0.99981229
 OS0846!UTM  14      -   0.99989381  x   0.99982034  =   0.99971417
 OS0846
 OS0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6615561517(NAD 83)
 OS0846
 OS0846                          SUPERSEDED SURVEY CONTROL
 OS0846
 OS0846  NAD 83(2007)-  43 53 40.58838(N)    100 39 59.27669(W) AD(2002.00) 0
 OS0846  ELLIP H (02/10/07)  677.296  (m)                       GP(2002.00)    
 OS0846  ELLIP H (04/15/04)  677.292  (m)                       GP(       ) 2 1
 OS0846  NAD 83(1996)-  43 53 40.58772(N)    100 39 59.27623(W) AD(       ) B
 OS0846  ELLIP H (04/18/97)  677.350  (m)                       GP(       ) 4 1
 OS0846  NAVD 88             701.40   (m)         2301.2    (f) LEVELING    3  
 OS0846
 OS0846.Superseded values are not recommended for survey control.
 OS0846
 OS0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0846.See file dsdata.pdf to determine how the superseded data were derived.
 OS0846
 OS0846_MARKER: P = PIPE CAP
 OS0846_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0846_MARK LOGO: NGS
 OS0846_PROJECTION: FLUSH
 OS0846_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0846+STABILITY: POSITION/ELEVATION WELL
 OS0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0846+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS0846_ROD/PIPE-DEPTH: 6.4 meters
 OS0846_SLEEVE-DEPTH  : 1.8 meters
 OS0846
 OS0846  HISTORY     - Date     Condition        Report By
 OS0846  HISTORY     - 1981     MONUMENTED       SDDT
 OS0846  HISTORY     - 19910620 GOOD             NGS
 OS0846  HISTORY     - 19960729 GOOD             NGS
 OS0846  HISTORY     - 20121204 GOOD             INDIV
 OS0846
 OS0846                          STATION DESCRIPTION
 OS0846
 OS0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0846'3.6 KM (2.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0846'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 93.1 M (305.4
 OS0846'FT) NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 38-200-190,
 OS0846'29.3 M (96.1 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES
 OS0846'OF THE HIGHWAY, 21.7 M (71.2 FT) SOUTHEAST OF THE CENTER OF A ROAD,
 OS0846'3.2 M (10.5 FT) SOUTHWEST OF THE SOUTH LEG OF A BILLBOARD, 1.9 M (6.2
 OS0846'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A
 OS0846'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0846'4-INCH SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0846
 OS0846                          STATION RECOVERY (1996)
 OS0846
 OS0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0846'THE STATION IS LOCATED ABOUT 35.0 MI (56.3 KM) SOUTHWEST OF PIERRE,
 OS0846'2.0 MI (3.2 KM) NORTHEAST OF MURDO, AND 6.0 MI (9.7 KM) WEST-SOUTHWEST
 OS0846'OF DRAPER, ON INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH
 OS0846'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 OS0846'90 AND U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, GO EAST ON
 OS0846'INTERSTATE HIGHWAY 90 FOR 2.2 MI (3.5 KM) TO THE STATION ON THE LEFT.
 OS0846'THE STATION IS A PUNCH POINT NEAR THE CENTER OF THE TOP OF A METAL
 OS0846'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 305.4
 OS0846'FT (93.1 M) NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 OS0846'38-200-190, 96.1 FT (29.3 M) NORTHWEST OF THE CENTERLINE OF THE
 OS0846'WESTBOUND HIGHWAY, 71.2 FT (21.7 M) SOUTHEAST OF THE CENTER OF A
 OS0846'GRAVEL ROAD, 10.5 FT (3.2 M) SOUTHWEST OF THE SOUTH SUPPORT LEG OF A
 OS0846'BILLBOARD, 8.0 FT (2.4 M) BELOW THE LEVEL OF THE HIGHWAY, AND 1.3 FT
 OS0846'(0.4 M) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OS0846'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS NOT
 OS0846'STAMPED.
 OS0846
 OS0846                          STATION RECOVERY (2012)
 OS0846
 OS0846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OS0846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0842 ***********************************************************************
 OS0842  DESIGNATION -  I90 199.18
 OS0842  PID         -  OS0842
 OS0842  STATE/COUNTY-  SD/JONES
 OS0842  COUNTRY     -  US
 OS0842  USGS QUAD   -  DRAPER (2017)
 OS0842
 OS0842                         *CURRENT SURVEY CONTROL
 OS0842  ______________________________________________________________________
 OS0842* NAD 83(1986) POSITION- 43 54 32.75   (N) 100 35 09.04   (W)   HD_HELD1
 OS0842* NAVD 88 ORTHO HEIGHT -   696.698 (meters)     2285.75  (feet) ADJUSTED
 OS0842  ______________________________________________________________________
 OS0842  GEOID HEIGHT    -        -24.235 (meters)                     GEOID18
 OS0842  DYNAMIC HEIGHT  -        696.476 (meters)     2285.02  (feet) COMP
 OS0842  MODELED GRAVITY -    980,277.9   (mgal)                       NAVD 88
 OS0842
 OS0842  VERT ORDER      -  FIRST     CLASS II
 OS0842
 OS0842.The horizontal coordinates were determined by differentially corrected
 OS0842.hand held GPS observations or other comparable positioning techniques
 OS0842.and have an estimated accuracy of +/- 3 meters.
 OS0842
 OS0842.The orthometric height was determined by differential leveling and
 OS0842.adjusted by the NATIONAL GEODETIC SURVEY
 OS0842.in September 1993.
 OS0842
 OS0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0842.GEOID18 height accuracy estimate available here.
 OS0842
 OS0842.Click photographs - Photos may exist for this station.
 OS0842
 OS0842.The dynamic height is computed by dividing the NAVD 88
 OS0842.geopotential number by the normal gravity value computed on the
 OS0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0842.degrees latitude (g = 980.6199 gals.).
 OS0842
 OS0842.The modeled gravity was interpolated from observed gravity values.
 OS0842
 OS0842;                    North         East    Units  Estimated Accuracy
 OS0842;SPC SD S     -   175,086.2     579,717.8     MT  (+/- 3 meters HH1 GPS) 
 OS0842
 OS0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7266162998(NAD 83)
 OS0842
 OS0842                          SUPERSEDED SURVEY CONTROL
 OS0842
 OS0842.No superseded survey control is available for this station.
 OS0842
 OS0842_MARKER: P = PIPE CAP
 OS0842_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0842_MARK LOGO: NONE
 OS0842_PROJECTION: FLUSH
 OS0842_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0842+STABILITY: POSITION/ELEVATION WELL
 OS0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0842+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2013
 OS0842_ROD/PIPE-DEPTH: 12.8 meters
 OS0842_SLEEVE-DEPTH  : 3.0 meters
 OS0842
 OS0842  HISTORY     - Date     Condition        Report By
 OS0842  HISTORY     - 1981     MONUMENTED       SDDT
 OS0842  HISTORY     - 19910620 GOOD             NGS
 OS0842  HISTORY     - 20130117 GOOD             INDIV
 OS0842
 OS0842                          STATION DESCRIPTION
 OS0842
 OS0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0842'10.5 KM (6.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0842'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 53.2 M (174.5
 OS0842'FT) EAST OF THE CENTER OF A ROAD, 40.3 M (132.2 FT) NORTHEAST OF THE
 OS0842'NORTHEAST CORNER OF BRIDGE NUMBER 38-240-178, 29.4 M (96.5 FT) NORTH
 OS0842'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 15.1 M (49.5
 OS0842'FT) WEST-SOUTHWEST OF A T-JUNCTION UTILITY POLE WITH 3 GUY CABLES,
 OS0842'1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH
 OS0842'OF A FENCE, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 OS0842'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH SCREW CAP.  THE
 OS0842'MARK IS UNSTAMPED.
 OS0842
 OS0842                          STATION RECOVERY (2013)
 OS0842
 OS0842'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0840 ***********************************************************************
 OS0840  DESIGNATION -  I90 201.29
 OS0840  PID         -  OS0840
 OS0840  STATE/COUNTY-  SD/JONES
 OS0840  COUNTRY     -  US
 OS0840  USGS QUAD   -  DRAPER (2017)
 OS0840
 OS0840                         *CURRENT SURVEY CONTROL
 OS0840  ______________________________________________________________________
 OS0840* NAD 83(1986) POSITION- 43 54 32.     (N) 100 32 34.     (W)   SCALED
 OS0840* NAVD 88 ORTHO HEIGHT -   684.196 (meters)     2244.73  (feet) ADJUSTED
 OS0840  ______________________________________________________________________
 OS0840  GEOID HEIGHT    -        -24.308 (meters)                     GEOID18
 OS0840  DYNAMIC HEIGHT  -        683.979 (meters)     2244.02  (feet) COMP
 OS0840  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 OS0840
 OS0840  VERT ORDER      -  FIRST     CLASS II
 OS0840
 OS0840.The horizontal coordinates were scaled from a map and have
 OS0840.an estimated accuracy of +/- 6 seconds.
 OS0840
 OS0840.The orthometric height was determined by differential leveling and
 OS0840.adjusted by the NATIONAL GEODETIC SURVEY
 OS0840.in September 1993.
 OS0840
 OS0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0840.GEOID18 height accuracy estimate available here.
 OS0840
 OS0840.Click photographs - Photos may exist for this station.
 OS0840
 OS0840.The dynamic height is computed by dividing the NAVD 88
 OS0840.geopotential number by the normal gravity value computed on the
 OS0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0840.degrees latitude (g = 980.6199 gals.).
 OS0840
 OS0840.The modeled gravity was interpolated from observed gravity values.
 OS0840
 OS0840;                    North         East    Units  Estimated Accuracy
 OS0840;SPC SD S     -   175,050.      583,180.      MT  (+/- 180 meters Scaled)
 OS0840
 OS0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP761629(NAD 83)
 OS0840
 OS0840                          SUPERSEDED SURVEY CONTROL
 OS0840
 OS0840.No superseded survey control is available for this station.
 OS0840
 OS0840_MARKER: P = PIPE CAP
 OS0840_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0840_MARK LOGO: NONE
 OS0840_PROJECTION: RECESSED 2 CENTIMETERS
 OS0840_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0840+STABILITY: POSITION/ELEVATION WELL
 OS0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0840+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0840_ROD/PIPE-DEPTH: 11.9 meters
 OS0840_SLEEVE-DEPTH  : 3.0 meters
 OS0840
 OS0840  HISTORY     - Date     Condition        Report By
 OS0840  HISTORY     - 1981     MONUMENTED       SDDT
 OS0840  HISTORY     - 19910620 GOOD             NGS
 OS0840  HISTORY     - 20130114 GOOD             INDIV
 OS0840
 OS0840                          STATION DESCRIPTION
 OS0840
 OS0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0840'13.9 KM (8.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0840'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 251.0 M
 OS0840'(823.5 FT) EAST OF THE EAST END OF BRIDGE NUMBER 38-260-178, 99.2 M
 OS0840'(325.5 FT) WEST OF A FENCE CORNER, 59.6 M (195.5 FT) NORTH OF THE
 OS0840'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 57.6 M (189.0 FT)
 OS0840'EAST OF A BRACED FENCE POST, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 OS0840'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND
 OS0840'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH SCREW
 OS0840'CAP.  THE MARK IS UNSTAMPED.
 OS0840
 OS0840                          STATION RECOVERY (2013)
 OS0840
 OS0840'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0837 ***********************************************************************
 OS0837  DESIGNATION -  I90 204.2
 OS0837  PID         -  OS0837
 OS0837  STATE/COUNTY-  SD/JONES
 OS0837  COUNTRY     -  US
 OS0837  USGS QUAD   -  VIVIAN NW (2017)
 OS0837
 OS0837                         *CURRENT SURVEY CONTROL
 OS0837  ______________________________________________________________________
 OS0837* NAD 83(1986) POSITION- 43 54 32.87   (N) 100 29 05.95   (W)   HD_HELD1
 OS0837* NAVD 88 ORTHO HEIGHT -   666.382 (meters)     2186.29  (feet) ADJUSTED
 OS0837  ______________________________________________________________________
 OS0837  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 OS0837  DYNAMIC HEIGHT  -        666.177 (meters)     2185.62  (feet) COMP
 OS0837  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 OS0837
 OS0837  VERT ORDER      -  FIRST     CLASS II
 OS0837
 OS0837.The horizontal coordinates were determined by differentially corrected
 OS0837.hand held GPS observations or other comparable positioning techniques
 OS0837.and have an estimated accuracy of +/- 3 meters.
 OS0837
 OS0837.The orthometric height was determined by differential leveling and
 OS0837.adjusted by the NATIONAL GEODETIC SURVEY
 OS0837.in September 1993.
 OS0837
 OS0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0837.GEOID18 height accuracy estimate available here.
 OS0837
 OS0837.Click photographs - Photos may exist for this station.
 OS0837
 OS0837.The dynamic height is computed by dividing the NAVD 88
 OS0837.geopotential number by the normal gravity value computed on the
 OS0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0837.degrees latitude (g = 980.6199 gals.).
 OS0837
 OS0837.The modeled gravity was interpolated from observed gravity values.
 OS0837
 OS0837;                    North         East    Units  Estimated Accuracy
 OS0837;SPC SD S     -   175,070.2     587,818.9     MT  (+/- 3 meters HH1 GPS) 
 OS0837
 OS0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8076062852(NAD 83)
 OS0837
 OS0837                          SUPERSEDED SURVEY CONTROL
 OS0837
 OS0837.No superseded survey control is available for this station.
 OS0837
 OS0837_MARKER: DD = SURVEY DISK
 OS0837_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0837_MARK LOGO: SDDT
 OS0837_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0837_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0837+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0837_ROD/PIPE-DEPTH: 12.8 meters
 OS0837_SLEEVE-DEPTH  : 3.0 meters
 OS0837
 OS0837  HISTORY     - Date     Condition        Report By
 OS0837  HISTORY     - 1981     MONUMENTED       SDDT
 OS0837  HISTORY     - 19910628 GOOD             NGS
 OS0837  HISTORY     - 20130114 GOOD             INDIV
 OS0837
 OS0837                          STATION DESCRIPTION
 OS0837
 OS0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0837'18.7 KM (11.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0837'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 132.3 M (434.1 FT)
 OS0837'EAST-NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 38-290-178,
 OS0837'75.6 M (248.0 FT) WEST OF A BRACED FENCE POST, 29.4 M (96.5 FT) NORTH
 OS0837'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9
 OS0837'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A
 OS0837'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0837'4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0837
 OS0837                          STATION RECOVERY (2013)
 OS0837
 OS0837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0834 ***********************************************************************
 OS0834  DESIGNATION -  I90 207.4
 OS0834  PID         -  OS0834
 OS0834  STATE/COUNTY-  SD/JONES
 OS0834  COUNTRY     -  US
 OS0834  USGS QUAD   -  VIVIAN NW (2017)
 OS0834
 OS0834                         *CURRENT SURVEY CONTROL
 OS0834  ______________________________________________________________________
 OS0834* NAD 83(1986) POSITION- 43 54 34.29   (N) 100 25 13.05   (W)   HD_HELD1
 OS0834* NAVD 88 ORTHO HEIGHT -   620.565 (meters)     2035.97  (feet) ADJUSTED
 OS0834  ______________________________________________________________________
 OS0834  GEOID HEIGHT    -        -24.535 (meters)                     GEOID18
 OS0834  DYNAMIC HEIGHT  -        620.377 (meters)     2035.35  (feet) COMP
 OS0834  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 OS0834
 OS0834  VERT ORDER      -  FIRST     CLASS II
 OS0834
 OS0834.The horizontal coordinates were determined by differentially corrected
 OS0834.hand held GPS observations or other comparable positioning techniques
 OS0834.and have an estimated accuracy of +/- 3 meters.
 OS0834
 OS0834.The orthometric height was determined by differential leveling and
 OS0834.adjusted by the NATIONAL GEODETIC SURVEY
 OS0834.in September 1993.
 OS0834
 OS0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0834.GEOID18 height accuracy estimate available here.
 OS0834
 OS0834.Click photographs - Photos may exist for this station.
 OS0834
 OS0834.The dynamic height is computed by dividing the NAVD 88
 OS0834.geopotential number by the normal gravity value computed on the
 OS0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0834.degrees latitude (g = 980.6199 gals.).
 OS0834
 OS0834.The modeled gravity was interpolated from observed gravity values.
 OS0834
 OS0834;                    North         East    Units  Estimated Accuracy
 OS0834;SPC SD S     -   175,106.5     593,015.4     MT  (+/- 3 meters HH1 GPS) 
 OS0834
 OS0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8595662804(NAD 83)
 OS0834
 OS0834                          SUPERSEDED SURVEY CONTROL
 OS0834
 OS0834.No superseded survey control is available for this station.
 OS0834
 OS0834_MARKER: P = PIPE CAP
 OS0834_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0834_STAMPING: I90 207.4
 OS0834_MARK LOGO: NGS
 OS0834_PROJECTION: RECESSED 3 CENTIMETERS
 OS0834_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0834+STABILITY: POSITION/ELEVATION WELL
 OS0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0834+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0834_ROD/PIPE-DEPTH: 12.8 meters
 OS0834_SLEEVE-DEPTH  : 3.0 meters
 OS0834
 OS0834  HISTORY     - Date     Condition        Report By
 OS0834  HISTORY     - 1981     MONUMENTED       SDDT
 OS0834  HISTORY     - 19910628 GOOD             NGS
 OS0834  HISTORY     - 20130114 GOOD             INDIV
 OS0834
 OS0834                          STATION DESCRIPTION
 OS0834
 OS0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0834'23.9 KM (14.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0834'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 0.2 KM (0.1 MI)
 OS0834'EAST OF THE EAST END OF BRIDGE NUMBER 38-322-178, 29.6 M (97.1 FT)
 OS0834'EAST OF A FENCE CORNER, 29.1 M (95.5 FT) NORTH OF THE CENTERLINE OF
 OS0834'THE WESTBOUND LANES OF THE HIGHWAY, 8.2 M (26.9 FT) EAST OF THE MOST
 OS0834'EASTERLY OF 3 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OS0834'THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OS0834'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OS0834'THE MARK IS UNSTAMPED.
 OS0834
 OS0834                          STATION RECOVERY (2013)
 OS0834
 OS0834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0834'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0833 ***********************************************************************
 OS0833  DESIGNATION -  I90 207.8
 OS0833  PID         -  OS0833
 OS0833  STATE/COUNTY-  SD/JONES
 OS0833  COUNTRY     -  US
 OS0833  USGS QUAD   -  VIVIAN NW (2017)
 OS0833
 OS0833                         *CURRENT SURVEY CONTROL
 OS0833  ______________________________________________________________________
 OS0833* NAD 83(1986) POSITION- 43 54 32.     (N) 100 24 41.     (W)   SCALED
 OS0833* NAVD 88 ORTHO HEIGHT -   631.855 (meters)     2073.01  (feet) ADJUSTED
 OS0833  ______________________________________________________________________
 OS0833  GEOID HEIGHT    -        -24.552 (meters)                     GEOID18
 OS0833  DYNAMIC HEIGHT  -        631.663 (meters)     2072.38  (feet) COMP
 OS0833  MODELED GRAVITY -    980,295.7   (mgal)                       NAVD 88
 OS0833
 OS0833  VERT ORDER      -  FIRST     CLASS II
 OS0833
 OS0833.The horizontal coordinates were scaled from a map and have
 OS0833.an estimated accuracy of +/- 6 seconds.
 OS0833
 OS0833.The orthometric height was determined by differential leveling and
 OS0833.adjusted by the NATIONAL GEODETIC SURVEY
 OS0833.in September 1993.
 OS0833
 OS0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0833.GEOID18 height accuracy estimate available here.
 OS0833
 OS0833.Click photographs - Photos may exist for this station.
 OS0833
 OS0833.The dynamic height is computed by dividing the NAVD 88
 OS0833.geopotential number by the normal gravity value computed on the
 OS0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0833.degrees latitude (g = 980.6199 gals.).
 OS0833
 OS0833.The modeled gravity was interpolated from observed gravity values.
 OS0833
 OS0833;                    North         East    Units  Estimated Accuracy
 OS0833;SPC SD S     -   175,040.      593,730.      MT  (+/- 180 meters Scaled)
 OS0833
 OS0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP866627(NAD 83)
 OS0833
 OS0833                          SUPERSEDED SURVEY CONTROL
 OS0833
 OS0833.No superseded survey control is available for this station.
 OS0833
 OS0833_MARKER: P = PIPE CAP
 OS0833_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0833_MARK LOGO: NGS
 OS0833_PROJECTION: FLUSH
 OS0833_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0833+STABILITY: POSITION/ELEVATION WELL
 OS0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0833+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0833_ROD/PIPE-DEPTH: 12.8 meters
 OS0833_SLEEVE-DEPTH  : 3.0 meters
 OS0833
 OS0833  HISTORY     - Date     Condition        Report By
 OS0833  HISTORY     - 1981     MONUMENTED       SDDT
 OS0833  HISTORY     - 19910628 GOOD             NGS
 OS0833  HISTORY     - 20130114 GOOD             INDIV
 OS0833
 OS0833                          STATION DESCRIPTION
 OS0833
 OS0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0833'24.5 KM (15.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0833'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 0.4 KM (0.2 MI)
 OS0833'WEST OF THE WEST END OF BRIDGE NUMBER 38-330-179, 77.8 M (255.2 FT)
 OS0833'WEST-SOUTHWEST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN (EXIT
 OS0833'208), 29.5 M (96.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 OS0833'OF THE HIGHWAY, 23.2 M (76.1 FT) SOUTH OF THE CENTER OF THE EASTBOUND
 OS0833'OFF RAMP, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3
 OS0833'FT) EAST OF A FENCE CORNER, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 OS0833'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OS0833'PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0833
 OS0833                          STATION RECOVERY (2013)
 OS0833
 OS0833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0828 ***********************************************************************
 OS0828  CBN         -  This is a Cooperative Base Network Control Station.
 OS0828  DESIGNATION -  I90 212.8
 OS0828  PID         -  OS0828
 OS0828  STATE/COUNTY-  SD/LYMAN
 OS0828  COUNTRY     -  US
 OS0828  USGS QUAD   -  VIVIAN (2017)
 OS0828
 OS0828                         *CURRENT SURVEY CONTROL
 OS0828  ______________________________________________________________________
 OS0828* NAD 83(2011) POSITION- 43 54 37.95571(N) 100 18 44.85564(W)   ADJUSTED
 OS0828* NAD 83(2011) ELLIP HT-   573.273 (meters)        (06/27/12)   ADJUSTED
 OS0828* NAD 83(2011) EPOCH   -  2010.00
 OS0828* NAVD 88 ORTHO HEIGHT -   598.017 (meters)     1961.99  (feet) ADJUSTED
 OS0828  ______________________________________________________________________
 OS0828  GEOID HEIGHT    -        -24.735 (meters)                     GEOID18
 OS0828  NAD 83(2011) X  -   -823,973.570 (meters)                     COMP
 OS0828  NAD 83(2011) Y  - -4,528,435.599 (meters)                     COMP
 OS0828  NAD 83(2011) Z  -  4,401,333.815 (meters)                     COMP
 OS0828  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 OS0828  DYNAMIC HEIGHT  -        597.835 (meters)     1961.40  (feet) COMP
 OS0828  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 OS0828
 OS0828  VERT ORDER      -  FIRST     CLASS II
 OS0828
 OS0828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0828  Standards:
 OS0828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0828  -------------------------------------------------------------------
 OS0828  NETWORK    1.14   3.43           0.53   0.37   1.75     -0.07907870
 OS0828  -------------------------------------------------------------------
 OS0828  Click here for local accuracies and other accuracy information.
 OS0828
 OS0828.The horizontal coordinates were established by GPS observations
 OS0828.and adjusted by the National Geodetic Survey in June 2012.
 OS0828
 OS0828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0828.been affixed to the stable North American tectonic plate. See 
 OS0828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0828
 OS0828.The horizontal coordinates are valid at the epoch date displayed above
 OS0828.which is a decimal equivalence of Year/Month/Day.
 OS0828
 OS0828.The orthometric height was determined by differential leveling and
 OS0828.adjusted by the NATIONAL GEODETIC SURVEY
 OS0828.in September 1993.
 OS0828
 OS0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0828.GEOID18 height accuracy estimate available here.
 OS0828
 OS0828.Click photographs - Photos may exist for this station.
 OS0828
 OS0828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0828
 OS0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0828
 OS0828.The ellipsoidal height was determined by GPS observations
 OS0828.and is referenced to NAD 83.
 OS0828
 OS0828.The dynamic height is computed by dividing the NAVD 88
 OS0828.geopotential number by the normal gravity value computed on the
 OS0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0828.degrees latitude (g = 980.6199 gals.).
 OS0828
 OS0828.The modeled gravity was interpolated from observed gravity values.
 OS0828
 OS0828. The following values were computed from the NAD 83(2011) position.
 OS0828
 OS0828;                    North         East     Units Scale Factor Converg.
 OS0828;SPC SD S     -   175,216.217   601,676.558   MT  0.99991984   +0 00 51.8
 OS0828;SPC SD S     -   574,855.21  1,974,000.51   sFT  0.99991984   +0 00 51.8
 OS0828;UTM  14      - 4,862,774.325   394,616.356   MT  0.99973659   -0 54 37.2
 OS0828
 OS0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0828!SPC SD S     -   0.99991012  x   0.99991984  =   0.99982996
 OS0828!UTM  14      -   0.99991012  x   0.99973659  =   0.99964673
 OS0828
 OS0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9461662774(NAD 83)
 OS0828
 OS0828                          SUPERSEDED SURVEY CONTROL
 OS0828
 OS0828  NAD 83(2007)-  43 54 37.95584(N)    100 18 44.85677(W) AD(2002.00) 0
 OS0828  ELLIP H (02/10/07)  573.301  (m)                       GP(2002.00)    
 OS0828  ELLIP H (04/15/04)  573.296  (m)                       GP(       ) 2 1
 OS0828  NAD 83(1996)-  43 54 37.95519(N)    100 18 44.85632(W) AD(       ) B
 OS0828  ELLIP H (04/18/97)  573.354  (m)                       GP(       ) 4 1
 OS0828  NAVD 88             598.02   (m)         1962.0    (f) LEVELING    3  
 OS0828
 OS0828.Superseded values are not recommended for survey control.
 OS0828
 OS0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0828.See file dsdata.pdf to determine how the superseded data were derived.
 OS0828
 OS0828_MARKER: Z = SEE DESCRIPTION
 OS0828_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0828_MARK LOGO: NGS
 OS0828_PROJECTION: FLUSH
 OS0828_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0828+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0828_ROD/PIPE-DEPTH: 12.8 meters
 OS0828_SLEEVE-DEPTH  : 1.8 meters
 OS0828
 OS0828  HISTORY     - Date     Condition        Report By
 OS0828  HISTORY     - 1981     MONUMENTED       SDDT
 OS0828  HISTORY     - 19910628 GOOD             NGS
 OS0828  HISTORY     - 19960725 GOOD             NGS
 OS0828  HISTORY     - 20111219 GOOD             INDIV
 OS0828
 OS0828                          STATION DESCRIPTION
 OS0828
 OS0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0828'32.5 KM (20.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0828'JUNCTION OF U.S. HIGHWAY 83 IN MURDO, 200.0 M (656.2 FT) SOUTH OF
 OS0828'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 160.0 M (524.9
 OS0828'FT) SOUTH OF THE SOUTH END OF OVERPASS NUMBER 43-026-195 (EXIT 212),
 OS0828'53.1 M (174.2 FT) SOUTH OF THE CENTER OF THE EASTBOUND OFF RAMP, 52.6
 OS0828'M (172.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 53 SOUTH,
 OS0828'31.4 M (103.0 FT) WEST-NORTHWEST OF A FENCE CORNER, 2.5 M (8.2 FT)
 OS0828'BELOW THE LEVEL OF THE RAMP, AND 0.4 M (1.3 FT) NORTH-NORTHEAST OF A
 OS0828'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0828'4-INCH SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0828
 OS0828                          STATION RECOVERY (1996)
 OS0828
 OS0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0828'THE STATION IS LOCATED ABOUT 31.5 MI (50.7 KM) SOUTH OF FORT PIERRE,
 OS0828'20.0 MI (32.2 KM) EAST OF MURDO, AND 3.0 MI (4.8 KM) SOUTHWEST OF
 OS0828'VIVIAN, ON INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH
 OS0828'DAKOTA.  TO REACH THE STATION FROM INTERSECTION OF INTERSTATE HIGHWAY
 OS0828'90 AND STATE HIGHWAY 53 (EXIT 212), GO SOUTH ON STATE HIGHWAY 53 FOR
 OS0828'0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 OS0828'POINT AT THE INTERSECTING POINT OF 2 INSCRIBED DIAMONDS ON TOP OF A
 OS0828'METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED
 OS0828'656.2 FT (200.0 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND INTERSTATE
 OS0828'HIGHWAY, 524.9 FT (160.0 M) SOUTH OF THE SOUTH END OF THE STATE
 OS0828'HIGHWAY OVERPASS OF THE INTERSTATE HIGHWAY, 174.2 FT (53.1 M) SOUTH OF
 OS0828'THE CENTER OF THE EASTBOUND OFF-RAMP, 172.6 FT (52.6 M) SOUTHWEST OF
 OS0828'THE CENTERLINE OF THE STATE HIGHWAY, 103.0 FT (31.4 M) WEST-NORTHWEST
 OS0828'OF A FENCE CORNER, 8.2 FT (2.5 M) BELOW THE LEVEL OF THE RAMP, 1.3 FT
 OS0828'(0.4 M) NORTH-NORTHEAST OF A WITNESS POST AND FENCE, AND 0.17 M (0.56
 OS0828'FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0828'THROUGH A 4-INCH PVC SCREW CAP.
 OS0828
 OS0828                          STATION RECOVERY (2011)
 OS0828
 OS0828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0827 ***********************************************************************
 OS0827  DESIGNATION -  I90 213.78
 OS0827  PID         -  OS0827
 OS0827  STATE/COUNTY-  SD/LYMAN
 OS0827  COUNTRY     -  US
 OS0827  USGS QUAD   -  VIVIAN (2017)
 OS0827
 OS0827                         *CURRENT SURVEY CONTROL
 OS0827  ______________________________________________________________________
 OS0827* NAD 83(1986) POSITION- 43 54 46.     (N) 100 17 38.     (W)   SCALED
 OS0827* NAVD 88 ORTHO HEIGHT -   605.212 (meters)     1985.60  (feet) ADJUSTED
 OS0827  ______________________________________________________________________
 OS0827  GEOID HEIGHT    -        -24.765 (meters)                     GEOID18
 OS0827  DYNAMIC HEIGHT  -        605.030 (meters)     1985.00  (feet) COMP
 OS0827  MODELED GRAVITY -    980,298.8   (mgal)                       NAVD 88
 OS0827
 OS0827  VERT ORDER      -  FIRST     CLASS II
 OS0827
 OS0827.The horizontal coordinates were scaled from a map and have
 OS0827.an estimated accuracy of +/- 6 seconds.
 OS0827
 OS0827.The orthometric height was determined by differential leveling and
 OS0827.adjusted by the NATIONAL GEODETIC SURVEY
 OS0827.in September 1993.
 OS0827
 OS0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0827.GEOID18 height accuracy estimate available here.
 OS0827
 OS0827.Click photographs - Photos may exist for this station.
 OS0827
 OS0827.The dynamic height is computed by dividing the NAVD 88
 OS0827.geopotential number by the normal gravity value computed on the
 OS0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0827.degrees latitude (g = 980.6199 gals.).
 OS0827
 OS0827.The modeled gravity was interpolated from observed gravity values.
 OS0827
 OS0827;                    North         East    Units  Estimated Accuracy
 OS0827;SPC SD S     -   175,470.      603,170.      MT  (+/- 180 meters Scaled)
 OS0827
 OS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP961629(NAD 83)
 OS0827
 OS0827                          SUPERSEDED SURVEY CONTROL
 OS0827
 OS0827.No superseded survey control is available for this station.
 OS0827
 OS0827_MARKER: DB = BENCH MARK DISK
 OS0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0827_STAMPING: 90-213.78
 OS0827_MARK LOGO: SDDT
 OS0827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0827+STABILITY: SURFACE MOTION
 OS0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0827+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0827
 OS0827  HISTORY     - Date     Condition        Report By
 OS0827  HISTORY     - UNK      MONUMENTED       SDDT
 OS0827  HISTORY     - 19910628 GOOD             NGS
 OS0827  HISTORY     - 20111219 GOOD             INDIV
 OS0827
 OS0827                          STATION DESCRIPTION
 OS0827
 OS0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0827'34.8 KM (21.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0827'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OS0827'OF 6 BRACED FENCE POSTS, 29.1 M (95.5 FT) NORTH OF THE CENTERLINE OF
 OS0827'THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OS0827'THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF
 OS0827'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0827
 OS0827                          STATION RECOVERY (2011)
 OS0827
 OS0827'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0826 ***********************************************************************
 OS0826  DESIGNATION -  I90 214.2
 OS0826  PID         -  OS0826
 OS0826  STATE/COUNTY-  SD/LYMAN
 OS0826  COUNTRY     -  US
 OS0826  USGS QUAD   -  VIVIAN (2017)
 OS0826
 OS0826                         *CURRENT SURVEY CONTROL
 OS0826  ______________________________________________________________________
 OS0826* NAD 83(1986) POSITION- 43 54 49.     (N) 100 17 11.     (W)   SCALED
 OS0826* NAVD 88 ORTHO HEIGHT -   592.423 (meters)     1943.64  (feet) ADJUSTED
 OS0826  ______________________________________________________________________
 OS0826  GEOID HEIGHT    -        -24.777 (meters)                     GEOID18
 OS0826  DYNAMIC HEIGHT  -        592.245 (meters)     1943.06  (feet) COMP
 OS0826  MODELED GRAVITY -    980,299.7   (mgal)                       NAVD 88
 OS0826
 OS0826  VERT ORDER      -  FIRST     CLASS II
 OS0826
 OS0826.The horizontal coordinates were scaled from a map and have
 OS0826.an estimated accuracy of +/- 6 seconds.
 OS0826
 OS0826.The orthometric height was determined by differential leveling and
 OS0826.adjusted by the NATIONAL GEODETIC SURVEY
 OS0826.in September 1993.
 OS0826
 OS0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0826.GEOID18 height accuracy estimate available here.
 OS0826
 OS0826.Click photographs - Photos may exist for this station.
 OS0826
 OS0826.The dynamic height is computed by dividing the NAVD 88
 OS0826.geopotential number by the normal gravity value computed on the
 OS0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0826.degrees latitude (g = 980.6199 gals.).
 OS0826
 OS0826.The modeled gravity was interpolated from observed gravity values.
 OS0826
 OS0826;                    North         East    Units  Estimated Accuracy
 OS0826;SPC SD S     -   175,560.      603,770.      MT  (+/- 180 meters Scaled)
 OS0826
 OS0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP967630(NAD 83)
 OS0826
 OS0826                          SUPERSEDED SURVEY CONTROL
 OS0826
 OS0826.No superseded survey control is available for this station.
 OS0826
 OS0826_MARKER: P = PIPE CAP
 OS0826_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0826_MARK LOGO: NONE
 OS0826_PROJECTION: FLUSH
 OS0826_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0826+STABILITY: POSITION/ELEVATION WELL
 OS0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0826+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0826_ROD/PIPE-DEPTH: 12.8 meters
 OS0826_SLEEVE-DEPTH  : 3.0 meters
 OS0826
 OS0826  HISTORY     - Date     Condition        Report By
 OS0826  HISTORY     - 1981     MONUMENTED       SDDT
 OS0826  HISTORY     - 19910628 GOOD             NGS
 OS0826  HISTORY     - 20111219 GOOD             INDIV
 OS0826
 OS0826                          STATION DESCRIPTION
 OS0826
 OS0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0826'34.1 KM (21.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0826'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 0.2 KM (0.1 MI)
 OS0826'NORTH OF THE EAST END OF BRIDGE NUMBER 43-040-195 (EXIT 214) , 127.4
 OS0826'M (418.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0826'HIGHWAY, 64.8 M (212.6 FT) EAST OF THE CENTERLINE OF A PAVED ROAD
 OS0826'LEADING NORTH, 38.7 M (127.0 FT) NORTH OF THE CENTER OF THE WESTBOUND
 OS0826'OFF RAMP, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE RAMP, AND 0.4 M (1.3
 OS0826'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OS0826'POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0826
 OS0826                          STATION RECOVERY (2011)
 OS0826
 OS0826'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0825 ***********************************************************************
 OS0825  DESIGNATION -  I90 215.15
 OS0825  PID         -  OS0825
 OS0825  STATE/COUNTY-  SD/LYMAN
 OS0825  COUNTRY     -  US
 OS0825  USGS QUAD   -  VIVIAN (2017)
 OS0825
 OS0825                         *CURRENT SURVEY CONTROL
 OS0825  ______________________________________________________________________
 OS0825* NAD 83(1986) POSITION- 43 54 46.     (N) 100 15 58.     (W)   SCALED
 OS0825* NAVD 88 ORTHO HEIGHT -   603.908 (meters)     1981.32  (feet) ADJUSTED
 OS0825  ______________________________________________________________________
 OS0825  GEOID HEIGHT    -        -24.814 (meters)                     GEOID18
 OS0825  DYNAMIC HEIGHT  -        603.726 (meters)     1980.72  (feet) COMP
 OS0825  MODELED GRAVITY -    980,299.4   (mgal)                       NAVD 88
 OS0825
 OS0825  VERT ORDER      -  FIRST     CLASS II
 OS0825
 OS0825.The horizontal coordinates were scaled from a map and have
 OS0825.an estimated accuracy of +/- 6 seconds.
 OS0825
 OS0825.The orthometric height was determined by differential leveling and
 OS0825.adjusted by the NATIONAL GEODETIC SURVEY
 OS0825.in September 1993.
 OS0825
 OS0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0825.GEOID18 height accuracy estimate available here.
 OS0825
 OS0825.Click photographs - Photos may exist for this station.
 OS0825
 OS0825.The dynamic height is computed by dividing the NAVD 88
 OS0825.geopotential number by the normal gravity value computed on the
 OS0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0825.degrees latitude (g = 980.6199 gals.).
 OS0825
 OS0825.The modeled gravity was interpolated from observed gravity values.
 OS0825
 OS0825;                    North         East    Units  Estimated Accuracy
 OS0825;SPC SD S     -   175,470.      605,400.      MT  (+/- 180 meters Scaled)
 OS0825
 OS0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP983629(NAD 83)
 OS0825
 OS0825                          SUPERSEDED SURVEY CONTROL
 OS0825
 OS0825.No superseded survey control is available for this station.
 OS0825
 OS0825_MARKER: DB = BENCH MARK DISK
 OS0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0825_STAMPING: 90-215.15
 OS0825_MARK LOGO: SDDT
 OS0825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0825+STABILITY: SURFACE MOTION
 OS0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0825+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0825
 OS0825  HISTORY     - Date     Condition        Report By
 OS0825  HISTORY     - UNK      MONUMENTED       SDDT
 OS0825  HISTORY     - 19910628 GOOD             NGS
 OS0825  HISTORY     - 20111219 GOOD             INDIV
 OS0825
 OS0825                          STATION DESCRIPTION
 OS0825
 OS0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0825'32.6 KM (20.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0825'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.2 M (95.8
 OS0825'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0825'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH
 OS0825'OF A T-FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 OS0825'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0825
 OS0825                          STATION RECOVERY (2011)
 OS0825
 OS0825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0824 ***********************************************************************
 OS0824  DESIGNATION -  I90 215.66
 OS0824  PID         -  OS0824
 OS0824  STATE/COUNTY-  SD/LYMAN
 OS0824  COUNTRY     -  US
 OS0824  USGS QUAD   -  VIVIAN (2017)
 OS0824
 OS0824                         *CURRENT SURVEY CONTROL
 OS0824  ______________________________________________________________________
 OS0824* NAD 83(1986) POSITION- 43 54 46.     (N) 100 15 21.     (W)   SCALED
 OS0824* NAVD 88 ORTHO HEIGHT -   606.932 (meters)     1991.24  (feet) ADJUSTED
 OS0824  ______________________________________________________________________
 OS0824  GEOID HEIGHT    -        -24.833 (meters)                     GEOID18
 OS0824  DYNAMIC HEIGHT  -        606.749 (meters)     1990.64  (feet) COMP
 OS0824  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 OS0824
 OS0824  VERT ORDER      -  FIRST     CLASS II
 OS0824
 OS0824.The horizontal coordinates were scaled from a map and have
 OS0824.an estimated accuracy of +/- 6 seconds.
 OS0824
 OS0824.The orthometric height was determined by differential leveling and
 OS0824.adjusted by the NATIONAL GEODETIC SURVEY
 OS0824.in September 1993.
 OS0824
 OS0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0824.GEOID18 height accuracy estimate available here.
 OS0824
 OS0824.Click photographs - Photos may exist for this station.
 OS0824
 OS0824.The dynamic height is computed by dividing the NAVD 88
 OS0824.geopotential number by the normal gravity value computed on the
 OS0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0824.degrees latitude (g = 980.6199 gals.).
 OS0824
 OS0824.The modeled gravity was interpolated from observed gravity values.
 OS0824
 OS0824;                    North         East    Units  Estimated Accuracy
 OS0824;SPC SD S     -   175,470.      606,230.      MT  (+/- 180 meters Scaled)
 OS0824
 OS0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP991629(NAD 83)
 OS0824
 OS0824                          SUPERSEDED SURVEY CONTROL
 OS0824
 OS0824.No superseded survey control is available for this station.
 OS0824
 OS0824_MARKER: DB = BENCH MARK DISK
 OS0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0824_STAMPING: 90-215.66
 OS0824_MARK LOGO: SDDT
 OS0824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0824+STABILITY: SURFACE MOTION
 OS0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0824+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0824
 OS0824  HISTORY     - Date     Condition        Report By
 OS0824  HISTORY     - UNK      MONUMENTED       SDDT
 OS0824  HISTORY     - 19910628 GOOD             NGS
 OS0824  HISTORY     - 20111219 GOOD             INDIV
 OS0824
 OS0824                          STATION DESCRIPTION
 OS0824
 OS0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0824'31.7 KM (19.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0824'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 28.9 M (94.8
 OS0824'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0824'0.7 M (2.3 FT) SOUTH OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE
 OS0824'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 OS0824'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0824
 OS0824                          STATION RECOVERY (2011)
 OS0824
 OS0824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0823 ***********************************************************************
 OS0823  DESIGNATION -  I90 216.3
 OS0823  PID         -  OS0823
 OS0823  STATE/COUNTY-  SD/LYMAN
 OS0823  COUNTRY     -  US
 OS0823  USGS QUAD   -  PRESHO NW (2017)
 OS0823
 OS0823                         *CURRENT SURVEY CONTROL
 OS0823  ______________________________________________________________________
 OS0823* NAD 83(1986) POSITION- 43 54 43.20   (N) 100 14 36.69   (W)   HD_HELD1
 OS0823* NAVD 88 ORTHO HEIGHT -   580.598 (meters)     1904.85  (feet) ADJUSTED
 OS0823  ______________________________________________________________________
 OS0823  GEOID HEIGHT    -        -24.857 (meters)                     GEOID18
 OS0823  DYNAMIC HEIGHT  -        580.423 (meters)     1904.27  (feet) COMP
 OS0823  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 OS0823
 OS0823  VERT ORDER      -  FIRST     CLASS II
 OS0823
 OS0823.The horizontal coordinates were determined by differentially corrected
 OS0823.hand held GPS observations or other comparable positioning techniques
 OS0823.and have an estimated accuracy of +/- 3 meters.
 OS0823
 OS0823.The orthometric height was determined by differential leveling and
 OS0823.adjusted by the NATIONAL GEODETIC SURVEY
 OS0823.in September 1993.
 OS0823
 OS0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0823.GEOID18 height accuracy estimate available here.
 OS0823
 OS0823.Click photographs - Photos may exist for this station.
 OS0823
 OS0823.The dynamic height is computed by dividing the NAVD 88
 OS0823.geopotential number by the normal gravity value computed on the
 OS0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0823.degrees latitude (g = 980.6199 gals.).
 OS0823
 OS0823.The modeled gravity was interpolated from observed gravity values.
 OS0823
 OS0823;                    North         East    Units  Estimated Accuracy
 OS0823;SPC SD S     -   175,381.8     607,213.2     MT  (+/- 3 meters HH1 GPS) 
 OS0823
 OS0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP0015362850(NAD 83)
 OS0823
 OS0823                          SUPERSEDED SURVEY CONTROL
 OS0823
 OS0823.No superseded survey control is available for this station.
 OS0823
 OS0823_MARKER: P = PIPE CAP
 OS0823_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0823_MARK LOGO: NONE
 OS0823_PROJECTION: FLUSH
 OS0823_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0823+STABILITY: POSITION/ELEVATION WELL
 OS0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0823+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0823_ROD/PIPE-DEPTH: 12.8 meters
 OS0823_SLEEVE-DEPTH  : 3.0 meters
 OS0823
 OS0823  HISTORY     - Date     Condition        Report By
 OS0823  HISTORY     - UNK      MONUMENTED       SDDT
 OS0823  HISTORY     - 19910628 GOOD             NGS
 OS0823  HISTORY     - 20111219 GOOD             INDIV
 OS0823
 OS0823                          STATION DESCRIPTION
 OS0823
 OS0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0823'30.7 KM (19.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0823'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 0.2 KM (0.1 MI)
 OS0823'WEST OF THE WEST END OF BRIDGE NUMBER 43-063-196, 29.1 M (95.5 FT)
 OS0823'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.6 M
 OS0823'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 OS0823'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0823'4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0823
 OS0823                          STATION RECOVERY (2011)
 OS0823
 OS0823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0822 ***********************************************************************
 OS0822  DESIGNATION -  I90 216.85
 OS0822  PID         -  OS0822
 OS0822  STATE/COUNTY-  SD/LYMAN
 OS0822  COUNTRY     -  US
 OS0822  USGS QUAD   -  PRESHO NW (2017)
 OS0822
 OS0822                         *CURRENT SURVEY CONTROL
 OS0822  ______________________________________________________________________
 OS0822* NAD 83(1986) POSITION- 43 54 46.     (N) 100 13 54.     (W)   SCALED
 OS0822* NAVD 88 ORTHO HEIGHT -   591.143 (meters)     1939.44  (feet) ADJUSTED
 OS0822  ______________________________________________________________________
 OS0822  GEOID HEIGHT    -        -24.877 (meters)                     GEOID18
 OS0822  DYNAMIC HEIGHT  -        590.964 (meters)     1938.85  (feet) COMP
 OS0822  MODELED GRAVITY -    980,299.0   (mgal)                       NAVD 88
 OS0822
 OS0822  VERT ORDER      -  FIRST     CLASS II
 OS0822
 OS0822.The horizontal coordinates were scaled from a map and have
 OS0822.an estimated accuracy of +/- 6 seconds.
 OS0822
 OS0822.The orthometric height was determined by differential leveling and
 OS0822.adjusted by the NATIONAL GEODETIC SURVEY
 OS0822.in September 1993.
 OS0822
 OS0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0822.GEOID18 height accuracy estimate available here.
 OS0822
 OS0822.Click photographs - Photos may exist for this station.
 OS0822
 OS0822.The dynamic height is computed by dividing the NAVD 88
 OS0822.geopotential number by the normal gravity value computed on the
 OS0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0822.degrees latitude (g = 980.6199 gals.).
 OS0822
 OS0822.The modeled gravity was interpolated from observed gravity values.
 OS0822
 OS0822;                    North         East    Units  Estimated Accuracy
 OS0822;SPC SD S     -   175,470.      608,170.      MT  (+/- 180 meters Scaled)
 OS0822
 OS0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP011629(NAD 83)
 OS0822
 OS0822                          SUPERSEDED SURVEY CONTROL
 OS0822
 OS0822.No superseded survey control is available for this station.
 OS0822
 OS0822_MARKER: DB = BENCH MARK DISK
 OS0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0822_STAMPING: 90-216.85
 OS0822_MARK LOGO: SDDT
 OS0822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0822+STABILITY: SURFACE MOTION
 OS0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0822+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0822
 OS0822  HISTORY     - Date     Condition        Report By
 OS0822  HISTORY     - UNK      MONUMENTED       SDDT
 OS0822  HISTORY     - 19910628 GOOD             NGS
 OS0822  HISTORY     - 20111219 GOOD             INDIV
 OS0822
 OS0822                          STATION DESCRIPTION
 OS0822
 OS0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0822'29.8 KM (18.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0822'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OS0822'OF 2 BRACED FENCE POSTS, 28.8 M (94.5 FT) NORTH OF THE CENTERLINE OF
 OS0822'THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 OS0822'THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF
 OS0822'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0822
 OS0822                          STATION RECOVERY (2011)
 OS0822
 OS0822'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0821 ***********************************************************************
 OS0821  DESIGNATION -  I90 217.84
 OS0821  PID         -  OS0821
 OS0821  STATE/COUNTY-  SD/LYMAN
 OS0821  COUNTRY     -  US
 OS0821  USGS QUAD   -  PRESHO NW (2017)
 OS0821
 OS0821                         *CURRENT SURVEY CONTROL
 OS0821  ______________________________________________________________________
 OS0821* NAD 83(1986) POSITION- 43 54 47.     (N) 100 12 40.     (W)   SCALED
 OS0821* NAVD 88 ORTHO HEIGHT -   585.485 (meters)     1920.88  (feet) ADJUSTED
 OS0821  ______________________________________________________________________
 OS0821  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 OS0821  DYNAMIC HEIGHT  -        585.308 (meters)     1920.30  (feet) COMP
 OS0821  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 OS0821
 OS0821  VERT ORDER      -  FIRST     CLASS II
 OS0821
 OS0821.The horizontal coordinates were scaled from a map and have
 OS0821.an estimated accuracy of +/- 6 seconds.
 OS0821
 OS0821.The orthometric height was determined by differential leveling and
 OS0821.adjusted by the NATIONAL GEODETIC SURVEY
 OS0821.in September 1993.
 OS0821
 OS0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0821.GEOID18 height accuracy estimate available here.
 OS0821
 OS0821.Click photographs - Photos may exist for this station.
 OS0821
 OS0821.The dynamic height is computed by dividing the NAVD 88
 OS0821.geopotential number by the normal gravity value computed on the
 OS0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0821.degrees latitude (g = 980.6199 gals.).
 OS0821
 OS0821.The modeled gravity was interpolated from observed gravity values.
 OS0821
 OS0821;                    North         East    Units  Estimated Accuracy
 OS0821;SPC SD S     -   175,500.      609,820.      MT  (+/- 180 meters Scaled)
 OS0821
 OS0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP027629(NAD 83)
 OS0821
 OS0821                          SUPERSEDED SURVEY CONTROL
 OS0821
 OS0821.No superseded survey control is available for this station.
 OS0821
 OS0821_MARKER: DB = BENCH MARK DISK
 OS0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0821_STAMPING: 90-217.84
 OS0821_MARK LOGO: SDDT
 OS0821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0821+STABILITY: SURFACE MOTION
 OS0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0821+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0821
 OS0821  HISTORY     - Date     Condition        Report By
 OS0821  HISTORY     - UNK      MONUMENTED       SDDT
 OS0821  HISTORY     - 19910628 GOOD             NGS
 OS0821  HISTORY     - 20111219 GOOD             INDIV
 OS0821
 OS0821                          STATION DESCRIPTION
 OS0821
 OS0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0821'28.2 KM (17.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0821'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 118.5 M (388.8
 OS0821'FT) EAST OF A T-FENCE CORNER, 29.0 M (95.1 FT) NORTH OF THE
 OS0821'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT)
 OS0821'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS
 OS0821'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0821
 OS0821                          STATION RECOVERY (2011)
 OS0821
 OS0821'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0821'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0820 ***********************************************************************
 OS0820  DESIGNATION -  I90 218.74
 OS0820  PID         -  OS0820
 OS0820  STATE/COUNTY-  SD/LYMAN
 OS0820  COUNTRY     -  US
 OS0820  USGS QUAD   -  PRESHO NW (2017)
 OS0820
 OS0820                         *CURRENT SURVEY CONTROL
 OS0820  ______________________________________________________________________
 OS0820* NAD 83(1986) POSITION- 43 54 49.     (N) 100 11 34.     (W)   SCALED
 OS0820* NAVD 88 ORTHO HEIGHT -   569.546 (meters)     1868.59  (feet) ADJUSTED
 OS0820  ______________________________________________________________________
 OS0820  GEOID HEIGHT    -        -24.944 (meters)                     GEOID18
 OS0820  DYNAMIC HEIGHT  -        569.374 (meters)     1868.02  (feet) COMP
 OS0820  MODELED GRAVITY -    980,299.7   (mgal)                       NAVD 88
 OS0820
 OS0820  VERT ORDER      -  FIRST     CLASS II
 OS0820
 OS0820.The horizontal coordinates were scaled from a map and have
 OS0820.an estimated accuracy of +/- 6 seconds.
 OS0820
 OS0820.The orthometric height was determined by differential leveling and
 OS0820.adjusted by the NATIONAL GEODETIC SURVEY
 OS0820.in September 1993.
 OS0820
 OS0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0820.GEOID18 height accuracy estimate available here.
 OS0820
 OS0820.Click photographs - Photos may exist for this station.
 OS0820
 OS0820.The dynamic height is computed by dividing the NAVD 88
 OS0820.geopotential number by the normal gravity value computed on the
 OS0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0820.degrees latitude (g = 980.6199 gals.).
 OS0820
 OS0820.The modeled gravity was interpolated from observed gravity values.
 OS0820
 OS0820;                    North         East    Units  Estimated Accuracy
 OS0820;SPC SD S     -   175,570.      611,290.      MT  (+/- 180 meters Scaled)
 OS0820
 OS0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP042629(NAD 83)
 OS0820
 OS0820                          SUPERSEDED SURVEY CONTROL
 OS0820
 OS0820.No superseded survey control is available for this station.
 OS0820
 OS0820_MARKER: DB = BENCH MARK DISK
 OS0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0820_STAMPING: 90-218.74
 OS0820_MARK LOGO: SDDT
 OS0820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0820+STABILITY: SURFACE MOTION
 OS0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0820+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0820
 OS0820  HISTORY     - Date     Condition        Report By
 OS0820  HISTORY     - UNK      MONUMENTED       SDDT
 OS0820  HISTORY     - 19910628 GOOD             NGS
 OS0820  HISTORY     - 20111219 GOOD             INDIV
 OS0820
 OS0820                          STATION DESCRIPTION
 OS0820
 OS0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0820'26.7 KM (16.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0820'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 44.0 M (144.4
 OS0820'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0820'10.0 M (32.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH
 OS0820'OF A FENCE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE
 OS0820'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0820
 OS0820                          STATION RECOVERY (2011)
 OS0820
 OS0820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0819 ***********************************************************************
 OS0819  DESIGNATION -  I90 219.72
 OS0819  PID         -  OS0819
 OS0819  STATE/COUNTY-  SD/LYMAN
 OS0819  COUNTRY     -  US
 OS0819  USGS QUAD   -  PRESHO NW (2017)
 OS0819
 OS0819                         *CURRENT SURVEY CONTROL
 OS0819  ______________________________________________________________________
 OS0819* NAD 83(1986) POSITION- 43 54 31.     (N) 100 10 34.     (W)   SCALED
 OS0819* NAVD 88 ORTHO HEIGHT -   578.904 (meters)     1899.29  (feet) ADJUSTED
 OS0819  ______________________________________________________________________
 OS0819  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 OS0819  DYNAMIC HEIGHT  -        578.729 (meters)     1898.71  (feet) COMP
 OS0819  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 OS0819
 OS0819  VERT ORDER      -  FIRST     CLASS II
 OS0819
 OS0819.The horizontal coordinates were scaled from a map and have
 OS0819.an estimated accuracy of +/- 6 seconds.
 OS0819
 OS0819.The orthometric height was determined by differential leveling and
 OS0819.adjusted by the NATIONAL GEODETIC SURVEY
 OS0819.in September 1993.
 OS0819
 OS0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0819.GEOID18 height accuracy estimate available here.
 OS0819
 OS0819.Click photographs - Photos may exist for this station.
 OS0819
 OS0819.The dynamic height is computed by dividing the NAVD 88
 OS0819.geopotential number by the normal gravity value computed on the
 OS0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0819.degrees latitude (g = 980.6199 gals.).
 OS0819
 OS0819.The modeled gravity was interpolated from observed gravity values.
 OS0819
 OS0819;                    North         East    Units  Estimated Accuracy
 OS0819;SPC SD S     -   175,010.      612,630.      MT  (+/- 180 meters Scaled)
 OS0819
 OS0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP055623(NAD 83)
 OS0819
 OS0819                          SUPERSEDED SURVEY CONTROL
 OS0819
 OS0819.No superseded survey control is available for this station.
 OS0819
 OS0819_MARKER: DB = BENCH MARK DISK
 OS0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0819_STAMPING: 90-219.72
 OS0819_MARK LOGO: SDDT
 OS0819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0819+STABILITY: SURFACE MOTION
 OS0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0819+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 OS0819
 OS0819  HISTORY     - Date     Condition        Report By
 OS0819  HISTORY     - UNK      MONUMENTED       SDDT
 OS0819  HISTORY     - 19910628 GOOD             NGS
 OS0819  HISTORY     - 20111219 GOOD             INDIV
 OS0819
 OS0819                          STATION DESCRIPTION
 OS0819
 OS0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0819'25.2 KM (15.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0819'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.0 M (95.1
 OS0819'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0819'HIGHWAY, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3
 OS0819'FT) SOUTHWEST OF A T-FENCE CORNER, AND 0.5 M (1.6 FT) NORTHWEST OF A
 OS0819'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0819
 OS0819                          STATION RECOVERY (2011)
 OS0819
 OS0819'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0818 ***********************************************************************
 OS0818  FBN         -  This is a Federal Base Network Control Station.
 OS0818  DESIGNATION -  I90 220.2
 OS0818  PID         -  OS0818
 OS0818  STATE/COUNTY-  SD/LYMAN
 OS0818  COUNTRY     -  US
 OS0818  USGS QUAD   -  PRESHO NW (2017)
 OS0818
 OS0818                         *CURRENT SURVEY CONTROL
 OS0818  ______________________________________________________________________
 OS0818* NAD 83(2011) POSITION- 43 54 14.49033(N) 100 10 07.16864(W)   ADJUSTED
 OS0818* NAD 83(2011) ELLIP HT-   557.755 (meters)        (06/27/12)   ADJUSTED
 OS0818* NAD 83(2011) EPOCH   -  2010.00
 OS0818* NAVD 88 ORTHO HEIGHT -   582.774 (meters)     1911.98  (feet) ADJUSTED
 OS0818  ______________________________________________________________________
 OS0818  GEOID HEIGHT    -        -25.008 (meters)                     GEOID18
 OS0818  NAD 83(2011) X  -   -812,692.145 (meters)                     COMP
 OS0818  NAD 83(2011) Y  - -4,530,972.760 (meters)                     COMP
 OS0818  NAD 83(2011) Z  -  4,400,801.222 (meters)                     COMP
 OS0818  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 OS0818  DYNAMIC HEIGHT  -        582.598 (meters)     1911.41  (feet) COMP
 OS0818  MODELED GRAVITY -    980,299.1   (mgal)                       NAVD 88
 OS0818
 OS0818  VERT ORDER      -  FIRST     CLASS II
 OS0818
 OS0818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0818  Standards:
 OS0818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0818  -------------------------------------------------------------------
 OS0818  NETWORK    0.69   1.45           0.31   0.25   0.74     -0.09592258
 OS0818  -------------------------------------------------------------------
 OS0818  Click here for local accuracies and other accuracy information.
 OS0818
 OS0818.The horizontal coordinates were established by GPS observations
 OS0818.and adjusted by the National Geodetic Survey in June 2012.
 OS0818
 OS0818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0818.been affixed to the stable North American tectonic plate. See 
 OS0818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0818
 OS0818.The horizontal coordinates are valid at the epoch date displayed above
 OS0818.which is a decimal equivalence of Year/Month/Day.
 OS0818
 OS0818.The orthometric height was determined by differential leveling and
 OS0818.adjusted by the NATIONAL GEODETIC SURVEY
 OS0818.in September 1993.
 OS0818
 OS0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0818.GEOID18 height accuracy estimate available here.
 OS0818
 OS0818.Click photographs - Photos may exist for this station.
 OS0818
 OS0818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0818
 OS0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0818
 OS0818.The ellipsoidal height was determined by GPS observations
 OS0818.and is referenced to NAD 83.
 OS0818
 OS0818.The dynamic height is computed by dividing the NAVD 88
 OS0818.geopotential number by the normal gravity value computed on the
 OS0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0818.degrees latitude (g = 980.6199 gals.).
 OS0818
 OS0818.The modeled gravity was interpolated from observed gravity values.
 OS0818
 OS0818. The following values were computed from the NAD 83(2011) position.
 OS0818
 OS0818;                    North         East     Units Scale Factor Converg.
 OS0818;SPC SD S     -   174,504.943   613,228.181   MT  0.99991927   +0 06 49.0
 OS0818;SPC SD S     -   572,521.63  2,011,899.46   sFT  0.99991927   +0 06 49.0
 OS0818;UTM  14      - 4,861,876.958   406,152.723   MT  0.99970832   -0 48 37.7
 OS0818
 OS0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0818!SPC SD S     -   0.99991255  x   0.99991927  =   0.99983182
 OS0818!UTM  14      -   0.99991255  x   0.99970832  =   0.99962089
 OS0818
 OS0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP0615261876(NAD 83)
 OS0818
 OS0818                          SUPERSEDED SURVEY CONTROL
 OS0818
 OS0818  NAD 83(2007)-  43 54 14.48990(N)    100 10 07.16969(W) AD(2002.00) 0
 OS0818  ELLIP H (02/10/07)  557.798  (m)                       GP(2002.00)    
 OS0818  NAD 83(1996)-  43 54 14.48937(N)    100 10 07.16962(W) AD(       ) A
 OS0818  ELLIP H (06/23/03)  557.793  (m)                       GP(       ) 3 1
 OS0818  NAVD 88             582.77   (m)         1912.0    (f) LEVELING    3  
 OS0818
 OS0818.Superseded values are not recommended for survey control.
 OS0818
 OS0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0818.See file dsdata.pdf to determine how the superseded data were derived.
 OS0818
 OS0818_MARKER: P = PIPE CAP
 OS0818_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0818_MARK LOGO: NGS
 OS0818_PROJECTION: FLUSH
 OS0818_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0818+STABILITY: POSITION/ELEVATION WELL
 OS0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0818+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 OS0818_ROD/PIPE-DEPTH: 12.8 meters
 OS0818_SLEEVE-DEPTH  : 3.00 meters
 OS0818
 OS0818  HISTORY     - Date     Condition        Report By
 OS0818  HISTORY     - UNK      MONUMENTED       SDDT
 OS0818  HISTORY     - 19910628 GOOD             NGS
 OS0818  HISTORY     - 20020521 GOOD             SDDT
 OS0818  HISTORY     - 20130113 GOOD             INDIV
 OS0818
 OS0818                          STATION DESCRIPTION
 OS0818
 OS0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0818'24.5 KM (15.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0818'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 0.3 KM (0.2 MI)
 OS0818'WEST OF THE WEST END OF BRIDGE NUMBER 43-100-202 (EXIT 220), 67.1 M
 OS0818'(220.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0818'HIGHWAY, 22.6 M (74.1 FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND
 OS0818'OFF RAMP, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE RAMP, 1.4 M (4.6 FT)
 OS0818'SOUTHEAST OF A FENCE POST, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 OS0818'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OS0818'PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0818
 OS0818                          STATION RECOVERY (2002)
 OS0818
 OS0818'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OS0818'RECOVERED AS DESCRIBED
 OS0818'
 OS0818
 OS0818                          STATION RECOVERY (2013)
 OS0818
 OS0818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0817 ***********************************************************************
 OS0817  DESIGNATION -  I90 220.73
 OS0817  PID         -  OS0817
 OS0817  STATE/COUNTY-  SD/LYMAN
 OS0817  COUNTRY     -  US
 OS0817  USGS QUAD   -  PRESHO NW (2017)
 OS0817
 OS0817                         *CURRENT SURVEY CONTROL
 OS0817  ______________________________________________________________________
 OS0817* NAD 83(1986) POSITION- 43 54 03.     (N) 100 09 26.     (W)   SCALED
 OS0817* NAVD 88 ORTHO HEIGHT -   570.854 (meters)     1872.88  (feet) ADJUSTED
 OS0817  ______________________________________________________________________
 OS0817  GEOID HEIGHT    -        -25.036 (meters)                     GEOID18
 OS0817  DYNAMIC HEIGHT  -        570.681 (meters)     1872.31  (feet) COMP
 OS0817  MODELED GRAVITY -    980,299.0   (mgal)                       NAVD 88
 OS0817
 OS0817  VERT ORDER      -  FIRST     CLASS II
 OS0817
 OS0817.The horizontal coordinates were scaled from a map and have
 OS0817.an estimated accuracy of +/- 6 seconds.
 OS0817
 OS0817.The orthometric height was determined by differential leveling and
 OS0817.adjusted by the NATIONAL GEODETIC SURVEY
 OS0817.in September 1993.
 OS0817
 OS0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0817.GEOID18 height accuracy estimate available here.
 OS0817
 OS0817.Click photographs - Photos may exist for this station.
 OS0817
 OS0817.The dynamic height is computed by dividing the NAVD 88
 OS0817.geopotential number by the normal gravity value computed on the
 OS0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0817.degrees latitude (g = 980.6199 gals.).
 OS0817
 OS0817.The modeled gravity was interpolated from observed gravity values.
 OS0817
 OS0817;                    North         East    Units  Estimated Accuracy
 OS0817;SPC SD S     -   174,150.      614,150.      MT  (+/- 180 meters Scaled)
 OS0817
 OS0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP070615(NAD 83)
 OS0817
 OS0817                          SUPERSEDED SURVEY CONTROL
 OS0817
 OS0817.No superseded survey control is available for this station.
 OS0817
 OS0817_MARKER: DB = BENCH MARK DISK
 OS0817_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0817_STAMPING: 90-220.73
 OS0817_MARK LOGO: SDDT
 OS0817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OS0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0817+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0817
 OS0817  HISTORY     - Date     Condition        Report By
 OS0817  HISTORY     - UNK      MONUMENTED       SDDT
 OS0817  HISTORY     - 19910628 GOOD             NGS
 OS0817  HISTORY     - 20130114 GOOD             INDIV
 OS0817
 OS0817                          STATION DESCRIPTION
 OS0817
 OS0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0817'23.5 KM (14.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0817'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.3 M (96.1
 OS0817'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0817'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.1 M (3.6 FT)
 OS0817'SOUTHEAST OF THE MOST SOUTHERLY OF 3 BRACED FENCE POSTS, 0.3 M (1.0
 OS0817'FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE
 OS0817'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 OS0817
 OS0817                          STATION RECOVERY (2013)
 OS0817
 OS0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0816 ***********************************************************************
 OS0816  DESIGNATION -  I90 221.72
 OS0816  PID         -  OS0816
 OS0816  STATE/COUNTY-  SD/LYMAN
 OS0816  COUNTRY     -  US
 OS0816  USGS QUAD   -  PRESHO NW (2017)
 OS0816
 OS0816                         *CURRENT SURVEY CONTROL
 OS0816  ______________________________________________________________________
 OS0816* NAD 83(1986) POSITION- 43 53 55.     (N) 100 08 21.     (W)   SCALED
 OS0816* NAVD 88 ORTHO HEIGHT -   560.298 (meters)     1838.24  (feet) ADJUSTED
 OS0816  ______________________________________________________________________
 OS0816  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 OS0816  DYNAMIC HEIGHT  -        560.128 (meters)     1837.69  (feet) COMP
 OS0816  MODELED GRAVITY -    980,299.1   (mgal)                       NAVD 88
 OS0816
 OS0816  VERT ORDER      -  FIRST     CLASS II
 OS0816
 OS0816.The horizontal coordinates were scaled from a map and have
 OS0816.an estimated accuracy of +/- 6 seconds.
 OS0816
 OS0816.The orthometric height was determined by differential leveling and
 OS0816.adjusted by the NATIONAL GEODETIC SURVEY
 OS0816.in September 1993.
 OS0816
 OS0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0816.GEOID18 height accuracy estimate available here.
 OS0816
 OS0816.Click photographs - Photos may exist for this station.
 OS0816
 OS0816.The dynamic height is computed by dividing the NAVD 88
 OS0816.geopotential number by the normal gravity value computed on the
 OS0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0816.degrees latitude (g = 980.6199 gals.).
 OS0816
 OS0816.The modeled gravity was interpolated from observed gravity values.
 OS0816
 OS0816;                    North         East    Units  Estimated Accuracy
 OS0816;SPC SD S     -   173,910.      615,600.      MT  (+/- 180 meters Scaled)
 OS0816
 OS0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP085612(NAD 83)
 OS0816
 OS0816                          SUPERSEDED SURVEY CONTROL
 OS0816
 OS0816.No superseded survey control is available for this station.
 OS0816
 OS0816_MARKER: DB = BENCH MARK DISK
 OS0816_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0816_STAMPING: 90-221.72
 OS0816_MARK LOGO: SDDT
 OS0816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OS0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0816+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0816
 OS0816  HISTORY     - Date     Condition        Report By
 OS0816  HISTORY     - UNK      MONUMENTED       SDDT
 OS0816  HISTORY     - 19910628 GOOD             NGS
 OS0816  HISTORY     - 20130114 GOOD             INDIV
 OS0816
 OS0816                          STATION DESCRIPTION
 OS0816
 OS0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0816'22.0 KM (13.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0816'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.3 M (96.1
 OS0816'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0816'25.1 M (82.3 FT) EAST OF THE MOST EASTERLY OF 6 BRACED FENCE POSTS,
 OS0816'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH
 OS0816'OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT
 OS0816'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 OS0816
 OS0816                          STATION RECOVERY (2013)
 OS0816
 OS0816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0815 ***********************************************************************
 OS0815  DESIGNATION -  I90 222.23
 OS0815  PID         -  OS0815
 OS0815  STATE/COUNTY-  SD/LYMAN
 OS0815  COUNTRY     -  US
 OS0815  USGS QUAD   -  PRESHO NW (2017)
 OS0815
 OS0815                         *CURRENT SURVEY CONTROL
 OS0815  ______________________________________________________________________
 OS0815* NAD 83(1986) POSITION- 43 53 55.07   (N) 100 07 44.11   (W)   HD_HELD1
 OS0815* NAVD 88 ORTHO HEIGHT -   557.956 (meters)     1830.56  (feet) ADJUSTED
 OS0815  ______________________________________________________________________
 OS0815  GEOID HEIGHT    -        -25.089 (meters)                     GEOID18
 OS0815  DYNAMIC HEIGHT  -        557.787 (meters)     1830.01  (feet) COMP
 OS0815  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 OS0815
 OS0815  VERT ORDER      -  FIRST     CLASS II
 OS0815
 OS0815.The horizontal coordinates were determined by differentially corrected
 OS0815.hand held GPS observations or other comparable positioning techniques
 OS0815.and have an estimated accuracy of +/- 3 meters.
 OS0815
 OS0815.The orthometric height was determined by differential leveling and
 OS0815.adjusted by the NATIONAL GEODETIC SURVEY
 OS0815.in September 1993.
 OS0815
 OS0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0815.GEOID18 height accuracy estimate available here.
 OS0815
 OS0815.Click photographs - Photos may exist for this station.
 OS0815
 OS0815.The dynamic height is computed by dividing the NAVD 88
 OS0815.geopotential number by the normal gravity value computed on the
 OS0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0815.degrees latitude (g = 980.6199 gals.).
 OS0815
 OS0815.The modeled gravity was interpolated from observed gravity values.
 OS0815
 OS0815;                    North         East    Units  Estimated Accuracy
 OS0815;SPC SD S     -   173,912.7     616,421.8     MT  (+/- 3 meters HH1 GPS) 
 OS0815
 OS0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP0933561233(NAD 83)
 OS0815
 OS0815                          SUPERSEDED SURVEY CONTROL
 OS0815
 OS0815.No superseded survey control is available for this station.
 OS0815
 OS0815_MARKER: DB = BENCH MARK DISK
 OS0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0815_STAMPING: 90-222.23
 OS0815_MARK LOGO: SDDT
 OS0815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0815+STABILITY: SURFACE MOTION
 OS0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0815+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0815
 OS0815  HISTORY     - Date     Condition        Report By
 OS0815  HISTORY     - UNK      MONUMENTED       SDDT
 OS0815  HISTORY     - 19910628 GOOD             NGS
 OS0815  HISTORY     - 20130116 GOOD             INDIV
 OS0815
 OS0815                          STATION DESCRIPTION
 OS0815
 OS0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0815'21.1 KM (13.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0815'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.0 M (95.1
 OS0815'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0815'28.6 M (93.8 FT) WEST OF A BRACED FENCE POST, 0.7 M (2.3 FT) SOUTH OF
 OS0815'A FENCE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 OS0815'FLUSH WITH THE GROUND SURFACE.
 OS0815
 OS0815                          STATION RECOVERY (2013)
 OS0815
 OS0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0814 ***********************************************************************
 OS0814  DESIGNATION -  I90 222.72
 OS0814  PID         -  OS0814
 OS0814  STATE/COUNTY-  SD/LYMAN
 OS0814  COUNTRY     -  US
 OS0814  USGS QUAD   -  PRESHO (2017)
 OS0814
 OS0814                         *CURRENT SURVEY CONTROL
 OS0814  ______________________________________________________________________
 OS0814* NAD 83(1986) POSITION- 43 53 56.     (N) 100 07 09.     (W)   SCALED
 OS0814* NAVD 88 ORTHO HEIGHT -   550.091 (meters)     1804.76  (feet) ADJUSTED
 OS0814  ______________________________________________________________________
 OS0814  GEOID HEIGHT    -        -25.104 (meters)                     GEOID18
 OS0814  DYNAMIC HEIGHT  -        549.925 (meters)     1804.21  (feet) COMP
 OS0814  MODELED GRAVITY -    980,299.4   (mgal)                       NAVD 88
 OS0814
 OS0814  VERT ORDER      -  FIRST     CLASS II
 OS0814
 OS0814.The horizontal coordinates were scaled from a map and have
 OS0814.an estimated accuracy of +/- 6 seconds.
 OS0814
 OS0814.The orthometric height was determined by differential leveling and
 OS0814.adjusted by the NATIONAL GEODETIC SURVEY
 OS0814.in September 1993.
 OS0814
 OS0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0814.GEOID18 height accuracy estimate available here.
 OS0814
 OS0814.Click photographs - Photos may exist for this station.
 OS0814
 OS0814.The dynamic height is computed by dividing the NAVD 88
 OS0814.geopotential number by the normal gravity value computed on the
 OS0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0814.degrees latitude (g = 980.6199 gals.).
 OS0814
 OS0814.The modeled gravity was interpolated from observed gravity values.
 OS0814
 OS0814;                    North         East    Units  Estimated Accuracy
 OS0814;SPC SD S     -   173,940.      617,210.      MT  (+/- 180 meters Scaled)
 OS0814
 OS0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP101612(NAD 83)
 OS0814
 OS0814                          SUPERSEDED SURVEY CONTROL
 OS0814
 OS0814.No superseded survey control is available for this station.
 OS0814
 OS0814_MARKER: DB = BENCH MARK DISK
 OS0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0814_STAMPING: 90-222.72
 OS0814_MARK LOGO: SDDT
 OS0814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0814+STABILITY: SURFACE MOTION
 OS0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0814+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0814
 OS0814  HISTORY     - Date     Condition        Report By
 OS0814  HISTORY     - UNK      MONUMENTED       SDDT
 OS0814  HISTORY     - 19910628 GOOD             NGS
 OS0814  HISTORY     - 20130116 GOOD             INDIV
 OS0814
 OS0814                          STATION DESCRIPTION
 OS0814
 OS0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0814'20.4 KM (12.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0814'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OS0814'OF 6 BRACED FENCE POSTS, 29.0 M (95.1 FT) NORTH OF THE CENTERLINE OF
 OS0814'THE WESTBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS
 OS0814'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0814
 OS0814                          STATION RECOVERY (2013)
 OS0814
 OS0814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0813 ***********************************************************************
 OS0813  DESIGNATION -  I90 223.5
 OS0813  PID         -  OS0813
 OS0813  STATE/COUNTY-  SD/LYMAN
 OS0813  COUNTRY     -  US
 OS0813  USGS QUAD   -  PRESHO (2017)
 OS0813
 OS0813                         *CURRENT SURVEY CONTROL
 OS0813  ______________________________________________________________________
 OS0813* NAD 83(1986) POSITION- 43 53 56.     (N) 100 06 13.     (W)   SCALED
 OS0813* NAVD 88 ORTHO HEIGHT -   553.916 (meters)     1817.31  (feet) ADJUSTED
 OS0813  ______________________________________________________________________
 OS0813  GEOID HEIGHT    -        -25.126 (meters)                     GEOID18
 OS0813  DYNAMIC HEIGHT  -        553.748 (meters)     1816.75  (feet) COMP
 OS0813  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 OS0813
 OS0813  VERT ORDER      -  FIRST     CLASS II
 OS0813
 OS0813.The horizontal coordinates were scaled from a map and have
 OS0813.an estimated accuracy of +/- 6 seconds.
 OS0813
 OS0813.The orthometric height was determined by differential leveling and
 OS0813.adjusted by the NATIONAL GEODETIC SURVEY
 OS0813.in September 1993.
 OS0813
 OS0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0813.GEOID18 height accuracy estimate available here.
 OS0813
 OS0813.Click photographs - Photos may exist for this station.
 OS0813
 OS0813.The dynamic height is computed by dividing the NAVD 88
 OS0813.geopotential number by the normal gravity value computed on the
 OS0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0813.degrees latitude (g = 980.6199 gals.).
 OS0813
 OS0813.The modeled gravity was interpolated from observed gravity values.
 OS0813
 OS0813;                    North         East    Units  Estimated Accuracy
 OS0813;SPC SD S     -   173,950.      618,460.      MT  (+/- 180 meters Scaled)
 OS0813
 OS0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP113612(NAD 83)
 OS0813
 OS0813                          SUPERSEDED SURVEY CONTROL
 OS0813
 OS0813.No superseded survey control is available for this station.
 OS0813
 OS0813_MARKER: P = PIPE CAP
 OS0813_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0813_MARK LOGO: NONE
 OS0813_PROJECTION: FLUSH
 OS0813_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0813+STABILITY: POSITION/ELEVATION WELL
 OS0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0813+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0813_ROD/PIPE-DEPTH: 12.8 meters
 OS0813_SLEEVE-DEPTH  : 3.0 meters
 OS0813
 OS0813  HISTORY     - Date     Condition        Report By
 OS0813  HISTORY     - UNK      MONUMENTED       SDDT
 OS0813  HISTORY     - 19910628 GOOD             NGS
 OS0813  HISTORY     - 20130116 GOOD             INDIV
 OS0813
 OS0813                          STATION DESCRIPTION
 OS0813
 OS0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0813'19.1 KM (11.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0813'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 146.3 M (480.0
 OS0813'FT) EAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 43-130-205, 29.6 M
 OS0813'(97.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OS0813'HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 OS0813'(1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OS0813'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS
 OS0813'UNSTAMPED.
 OS0813
 OS0813                          STATION RECOVERY (2013)
 OS0813
 OS0813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0812 ***********************************************************************
 OS0812  DESIGNATION -  I90 223.63
 OS0812  PID         -  OS0812
 OS0812  STATE/COUNTY-  SD/LYMAN
 OS0812  COUNTRY     -  US
 OS0812  USGS QUAD   -  PRESHO (2017)
 OS0812
 OS0812                         *CURRENT SURVEY CONTROL
 OS0812  ______________________________________________________________________
 OS0812* NAD 83(1986) POSITION- 43 53 56.     (N) 100 06 02.     (W)   SCALED
 OS0812* NAVD 88 ORTHO HEIGHT -   556.512 (meters)     1825.82  (feet) ADJUSTED
 OS0812  ______________________________________________________________________
 OS0812  GEOID HEIGHT    -        -25.130 (meters)                     GEOID18
 OS0812  DYNAMIC HEIGHT  -        556.344 (meters)     1825.27  (feet) COMP
 OS0812  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 OS0812
 OS0812  VERT ORDER      -  FIRST     CLASS II
 OS0812
 OS0812.The horizontal coordinates were scaled from a map and have
 OS0812.an estimated accuracy of +/- 6 seconds.
 OS0812
 OS0812.The orthometric height was determined by differential leveling and
 OS0812.adjusted by the NATIONAL GEODETIC SURVEY
 OS0812.in September 1993.
 OS0812
 OS0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0812.GEOID18 height accuracy estimate available here.
 OS0812
 OS0812.Click photographs - Photos may exist for this station.
 OS0812
 OS0812.The dynamic height is computed by dividing the NAVD 88
 OS0812.geopotential number by the normal gravity value computed on the
 OS0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0812.degrees latitude (g = 980.6199 gals.).
 OS0812
 OS0812.The modeled gravity was interpolated from observed gravity values.
 OS0812
 OS0812;                    North         East    Units  Estimated Accuracy
 OS0812;SPC SD S     -   173,950.      618,700.      MT  (+/- 180 meters Scaled)
 OS0812
 OS0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP116612(NAD 83)
 OS0812
 OS0812                          SUPERSEDED SURVEY CONTROL
 OS0812
 OS0812.No superseded survey control is available for this station.
 OS0812
 OS0812_MARKER: DB = BENCH MARK DISK
 OS0812_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0812_STAMPING: 90-223.63
 OS0812_MARK LOGO: SDDT
 OS0812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OS0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0812+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0812
 OS0812  HISTORY     - Date     Condition        Report By
 OS0812  HISTORY     - UNK      MONUMENTED       SDDT
 OS0812  HISTORY     - 19910628 GOOD             NGS
 OS0812  HISTORY     - 20130116 GOOD             INDIV
 OS0812
 OS0812                          STATION DESCRIPTION
 OS0812
 OS0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0812'18.9 KM (11.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0812'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.5 M (96.8
 OS0812'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0812'9.1 M (29.9 FT) EAST OF A T-FENCE CORNER, 7.4 M (24.3 FT) NORTH OF
 OS0812'THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (REST AREA 2 MILES), 0.6
 OS0812'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 OS0812'WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT IS
 OS0812'FLUSH WITH THE GROUND SURFACE.
 OS0812
 OS0812                          STATION RECOVERY (2013)
 OS0812
 OS0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0811 ***********************************************************************
 OS0811  DESIGNATION -  I90 224.15
 OS0811  PID         -  OS0811
 OS0811  STATE/COUNTY-  SD/LYMAN
 OS0811  COUNTRY     -  US
 OS0811  USGS QUAD   -  PRESHO (2017)
 OS0811
 OS0811                         *CURRENT SURVEY CONTROL
 OS0811  ______________________________________________________________________
 OS0811* NAD 83(1986) POSITION- 43 53 56.     (N) 100 05 26.     (W)   SCALED
 OS0811* NAVD 88 ORTHO HEIGHT -   554.502 (meters)     1819.23  (feet) ADJUSTED
 OS0811  ______________________________________________________________________
 OS0811  GEOID HEIGHT    -        -25.144 (meters)                     GEOID18
 OS0811  DYNAMIC HEIGHT  -        554.334 (meters)     1818.68  (feet) COMP
 OS0811  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 OS0811
 OS0811  VERT ORDER      -  FIRST     CLASS II
 OS0811
 OS0811.The horizontal coordinates were scaled from a map and have
 OS0811.an estimated accuracy of +/- 6 seconds.
 OS0811
 OS0811.The orthometric height was determined by differential leveling and
 OS0811.adjusted by the NATIONAL GEODETIC SURVEY
 OS0811.in September 1993.
 OS0811
 OS0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0811.GEOID18 height accuracy estimate available here.
 OS0811
 OS0811.Click photographs - Photos may exist for this station.
 OS0811
 OS0811.The dynamic height is computed by dividing the NAVD 88
 OS0811.geopotential number by the normal gravity value computed on the
 OS0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0811.degrees latitude (g = 980.6199 gals.).
 OS0811
 OS0811.The modeled gravity was interpolated from observed gravity values.
 OS0811
 OS0811;                    North         East    Units  Estimated Accuracy
 OS0811;SPC SD S     -   173,950.      619,500.      MT  (+/- 180 meters Scaled)
 OS0811
 OS0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP124612(NAD 83)
 OS0811
 OS0811                          SUPERSEDED SURVEY CONTROL
 OS0811
 OS0811.No superseded survey control is available for this station.
 OS0811
 OS0811_MARKER: DB = BENCH MARK DISK
 OS0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0811_STAMPING: 90-224.15
 OS0811_MARK LOGO: SDDT
 OS0811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0811+STABILITY: SURFACE MOTION
 OS0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0811+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0811
 OS0811  HISTORY     - Date     Condition        Report By
 OS0811  HISTORY     - UNK      MONUMENTED       SDDT
 OS0811  HISTORY     - 19910628 GOOD             NGS
 OS0811  HISTORY     - 20130116 GOOD             INDIV
 OS0811
 OS0811                          STATION DESCRIPTION
 OS0811
 OS0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0811'18.1 KM (11.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0811'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.4 M (96.5
 OS0811'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0811'20.6 M (67.6 FT) EAST OF THE MOST EASTERLY OF 3 BRACED FENCE POSTS,
 OS0811'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 OS0811'OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT
 OS0811'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OS0811
 OS0811                          STATION RECOVERY (2013)
 OS0811
 OS0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0810 ***********************************************************************
 OS0810  DESIGNATION -  I90 225.00
 OS0810  PID         -  OS0810
 OS0810  STATE/COUNTY-  SD/LYMAN
 OS0810  COUNTRY     -  US
 OS0810  USGS QUAD   -  PRESHO (2017)
 OS0810
 OS0810                         *CURRENT SURVEY CONTROL
 OS0810  ______________________________________________________________________
 OS0810* NAD 83(1986) POSITION- 43 53 56.     (N) 100 04 25.     (W)   SCALED
 OS0810* NAVD 88 ORTHO HEIGHT -   557.373 (meters)     1828.65  (feet) ADJUSTED
 OS0810  ______________________________________________________________________
 OS0810  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 OS0810  DYNAMIC HEIGHT  -        557.204 (meters)     1828.09  (feet) COMP
 OS0810  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 OS0810
 OS0810  VERT ORDER      -  FIRST     CLASS II
 OS0810
 OS0810.The horizontal coordinates were scaled from a map and have
 OS0810.an estimated accuracy of +/- 6 seconds.
 OS0810
 OS0810.The orthometric height was determined by differential leveling and
 OS0810.adjusted by the NATIONAL GEODETIC SURVEY
 OS0810.in September 1993.
 OS0810
 OS0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0810.GEOID18 height accuracy estimate available here.
 OS0810
 OS0810.Click photographs - Photos may exist for this station.
 OS0810
 OS0810.The dynamic height is computed by dividing the NAVD 88
 OS0810.geopotential number by the normal gravity value computed on the
 OS0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0810.degrees latitude (g = 980.6199 gals.).
 OS0810
 OS0810.The modeled gravity was interpolated from observed gravity values.
 OS0810
 OS0810;                    North         East    Units  Estimated Accuracy
 OS0810;SPC SD S     -   173,950.      620,870.      MT  (+/- 180 meters Scaled)
 OS0810
 OS0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP137612(NAD 83)
 OS0810
 OS0810                          SUPERSEDED SURVEY CONTROL
 OS0810
 OS0810.No superseded survey control is available for this station.
 OS0810
 OS0810_MARKER: DB = BENCH MARK DISK
 OS0810_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0810_STAMPING: 90-225.00
 OS0810_MARK LOGO: NONE
 OS0810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OS0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0810+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0810
 OS0810  HISTORY     - Date     Condition        Report By
 OS0810  HISTORY     - UNK      MONUMENTED       SDDT
 OS0810  HISTORY     - 19910628 GOOD             NGS
 OS0810  HISTORY     - 20130116 GOOD             INDIV
 OS0810
 OS0810                          STATION DESCRIPTION
 OS0810
 OS0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0810'16.7 KM (10.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0810'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 54.6 M (179.1
 OS0810'FT) EAST OF THE MOST EASTERLY OF 5 BRACED FENCE POSTS, 29.5 M (96.8
 OS0810'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0810'17.0 M (55.8 FT) NORTHWEST OF MILEPOST 225, 1.0 M (3.3 FT) BELOW THE
 OS0810'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST,
 OS0810'DIRECTLY UNDER A FENCE, AND THE MARK IS RECESSED 0.1 M (0.3 FT) BELOW
 OS0810'THE GROUND SURFACE.
 OS0810
 OS0810                          STATION RECOVERY (2013)
 OS0810
 OS0810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0809 ***********************************************************************
 OS0809  DESIGNATION -  I90 225.1
 OS0809  PID         -  OS0809
 OS0809  STATE/COUNTY-  SD/LYMAN
 OS0809  COUNTRY     -  US
 OS0809  USGS QUAD   -  PRESHO (2017)
 OS0809
 OS0809                         *CURRENT SURVEY CONTROL
 OS0809  ______________________________________________________________________
 OS0809* NAD 83(1986) POSITION- 43 53 53.     (N) 100 04 12.     (W)   SCALED
 OS0809* NAVD 88 ORTHO HEIGHT -   557.119 (meters)     1827.81  (feet) ADJUSTED
 OS0809  ______________________________________________________________________
 OS0809  GEOID HEIGHT    -        -25.174 (meters)                     GEOID18
 OS0809  DYNAMIC HEIGHT  -        556.950 (meters)     1827.26  (feet) COMP
 OS0809  MODELED GRAVITY -    980,299.4   (mgal)                       NAVD 88
 OS0809
 OS0809  VERT ORDER      -  FIRST     CLASS II
 OS0809
 OS0809.The horizontal coordinates were scaled from a map and have
 OS0809.an estimated accuracy of +/- 6 seconds.
 OS0809
 OS0809.The orthometric height was determined by differential leveling and
 OS0809.adjusted by the NATIONAL GEODETIC SURVEY
 OS0809.in September 1993.
 OS0809
 OS0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0809.GEOID18 height accuracy estimate available here.
 OS0809
 OS0809.Click photographs - Photos may exist for this station.
 OS0809
 OS0809.The dynamic height is computed by dividing the NAVD 88
 OS0809.geopotential number by the normal gravity value computed on the
 OS0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0809.degrees latitude (g = 980.6199 gals.).
 OS0809
 OS0809.The modeled gravity was interpolated from observed gravity values.
 OS0809
 OS0809;                    North         East    Units  Estimated Accuracy
 OS0809;SPC SD S     -   173,860.      621,160.      MT  (+/- 180 meters Scaled)
 OS0809
 OS0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP140611(NAD 83)
 OS0809
 OS0809                          SUPERSEDED SURVEY CONTROL
 OS0809
 OS0809.No superseded survey control is available for this station.
 OS0809
 OS0809_MARKER: P = PIPE CAP
 OS0809_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0809_MARK LOGO: NONE
 OS0809_PROJECTION: FLUSH
 OS0809_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0809+STABILITY: POSITION/ELEVATION WELL
 OS0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0809+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0809_ROD/PIPE-DEPTH: 12.8 meters
 OS0809_SLEEVE-DEPTH  : 3.0 meters
 OS0809
 OS0809  HISTORY     - Date     Condition        Report By
 OS0809  HISTORY     - UNK      MONUMENTED       SDDT
 OS0809  HISTORY     - 19910628 GOOD             NGS
 OS0809  HISTORY     - 20130116 GOOD             INDIV
 OS0809
 OS0809                          STATION DESCRIPTION
 OS0809
 OS0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0809'16.4 KM (10.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0809'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 0.3 KM (0.2 MI)
 OS0809'WEST OF THE WEST END OF BRIDGE NUMBER 43-150-206 (EXIT 225), 35.6 M
 OS0809'(116.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0809'HIGHWAY, 24.2 M (79.4 FT) SOUTH OF THE CENTER OF THE EASTBOUND OFF
 OS0809'RAMP, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT)
 OS0809'WEST OF A BRACED FENCE POST, AND 0.4 M (1.3 FT) NORTHWEST OF A
 OS0809'WITNESS POST AND FENCE.  THE MARK IS UNSTAMPED.
 OS0809
 OS0809                          STATION RECOVERY (2013)
 OS0809
 OS0809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0808 ***********************************************************************
 OS0808  DESIGNATION -  I90 225.87
 OS0808  PID         -  OS0808
 OS0808  STATE/COUNTY-  SD/LYMAN
 OS0808  COUNTRY     -  US
 OS0808  USGS QUAD   -  PRESHO (2017)
 OS0808
 OS0808                         *CURRENT SURVEY CONTROL
 OS0808  ______________________________________________________________________
 OS0808* NAD 83(1986) POSITION- 43 53 56.     (N) 100 03 19.     (W)   SCALED
 OS0808* NAVD 88 ORTHO HEIGHT -   548.113 (meters)     1798.27  (feet) ADJUSTED
 OS0808  ______________________________________________________________________
 OS0808  GEOID HEIGHT    -        -25.190 (meters)                     GEOID18
 OS0808  DYNAMIC HEIGHT  -        547.947 (meters)     1797.72  (feet) COMP
 OS0808  MODELED GRAVITY -    980,300.0   (mgal)                       NAVD 88
 OS0808
 OS0808  VERT ORDER      -  FIRST     CLASS II
 OS0808
 OS0808.The horizontal coordinates were scaled from a map and have
 OS0808.an estimated accuracy of +/- 6 seconds.
 OS0808
 OS0808.The orthometric height was determined by differential leveling and
 OS0808.adjusted by the NATIONAL GEODETIC SURVEY
 OS0808.in September 1993.
 OS0808
 OS0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0808.GEOID18 height accuracy estimate available here.
 OS0808
 OS0808.Click photographs - Photos may exist for this station.
 OS0808
 OS0808.The dynamic height is computed by dividing the NAVD 88
 OS0808.geopotential number by the normal gravity value computed on the
 OS0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0808.degrees latitude (g = 980.6199 gals.).
 OS0808
 OS0808.The modeled gravity was interpolated from observed gravity values.
 OS0808
 OS0808;                    North         East    Units  Estimated Accuracy
 OS0808;SPC SD S     -   173,960.      622,340.      MT  (+/- 180 meters Scaled)
 OS0808
 OS0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP152611(NAD 83)
 OS0808
 OS0808                          SUPERSEDED SURVEY CONTROL
 OS0808
 OS0808.No superseded survey control is available for this station.
 OS0808
 OS0808_MARKER: DB = BENCH MARK DISK
 OS0808_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0808_STAMPING: 90-225.87
 OS0808_MARK LOGO: SDDT
 OS0808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OS0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0808+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0808
 OS0808  HISTORY     - Date     Condition        Report By
 OS0808  HISTORY     - UNK      MONUMENTED       SDDT
 OS0808  HISTORY     - 19910628 GOOD             NGS
 OS0808  HISTORY     - 20130116 GOOD             INDIV
 OS0808
 OS0808                          STATION DESCRIPTION
 OS0808
 OS0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0808'15.3 KM (9.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0808'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.1 M (95.5
 OS0808'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0808'1.3 M (4.3 FT) EAST OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE
 OS0808'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 OS0808'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0808
 OS0808                          STATION RECOVERY (2013)
 OS0808
 OS0808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0807 ***********************************************************************
 OS0807  DESIGNATION -  I90 226.6
 OS0807  PID         -  OS0807
 OS0807  STATE/COUNTY-  SD/LYMAN
 OS0807  COUNTRY     -  US
 OS0807  USGS QUAD   -  PRESHO (2017)
 OS0807
 OS0807                         *CURRENT SURVEY CONTROL
 OS0807  ______________________________________________________________________
 OS0807* NAD 83(1986) POSITION- 43 53 51.     (N) 100 02 30.     (W)   SCALED
 OS0807* NAVD 88 ORTHO HEIGHT -   546.332 (meters)     1792.42  (feet) ADJUSTED
 OS0807  ______________________________________________________________________
 OS0807  GEOID HEIGHT    -        -25.211 (meters)                     GEOID18
 OS0807  DYNAMIC HEIGHT  -        546.166 (meters)     1791.88  (feet) COMP
 OS0807  MODELED GRAVITY -    980,300.5   (mgal)                       NAVD 88
 OS0807
 OS0807  VERT ORDER      -  FIRST     CLASS II
 OS0807
 OS0807.The horizontal coordinates were scaled from a map and have
 OS0807.an estimated accuracy of +/- 6 seconds.
 OS0807
 OS0807.The orthometric height was determined by differential leveling and
 OS0807.adjusted by the NATIONAL GEODETIC SURVEY
 OS0807.in September 1993.
 OS0807
 OS0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0807.GEOID18 height accuracy estimate available here.
 OS0807
 OS0807.Click photographs - Photos may exist for this station.
 OS0807
 OS0807.The dynamic height is computed by dividing the NAVD 88
 OS0807.geopotential number by the normal gravity value computed on the
 OS0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0807.degrees latitude (g = 980.6199 gals.).
 OS0807
 OS0807.The modeled gravity was interpolated from observed gravity values.
 OS0807
 OS0807;                    North         East    Units  Estimated Accuracy
 OS0807;SPC SD S     -   173,810.      623,430.      MT  (+/- 180 meters Scaled)
 OS0807
 OS0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP163610(NAD 83)
 OS0807
 OS0807                          SUPERSEDED SURVEY CONTROL
 OS0807
 OS0807.No superseded survey control is available for this station.
 OS0807
 OS0807_MARKER: P = PIPE CAP
 OS0807_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0807_MARK LOGO: NONE
 OS0807_PROJECTION: RECESSED 10 CENTIMETERS
 OS0807_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0807+STABILITY: POSITION/ELEVATION WELL
 OS0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0807+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0807_ROD/PIPE-DEPTH: 12.8 meters
 OS0807_SLEEVE-DEPTH  : 3.0 meters
 OS0807
 OS0807  HISTORY     - Date     Condition        Report By
 OS0807  HISTORY     - 1981     MONUMENTED       SDDT
 OS0807  HISTORY     - 19910628 GOOD             NGS
 OS0807  HISTORY     - 20130116 GOOD             INDIV
 OS0807
 OS0807                          STATION DESCRIPTION
 OS0807
 OS0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0807'14.2 KM (8.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0807'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 0.3 KM (0.2 MI)
 OS0807'EAST OF THE EAST END OF BRIDGE NUMBER 43-160-206, 41.8 M (137.1 FT)
 OS0807'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 27.3 M
 OS0807'(89.6 FT) SOUTH OF THE CENTER OF THE EASTBOUND ON RAMP, 5.8 M (19.0
 OS0807'FT) EAST OF AN OFFSET IN A FENCE LINE, 4.0 M (13.1 FT) BELOW THE
 OS0807'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 OS0807'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW
 OS0807'CAP.  THE MARK IS UNSTAMPED.
 OS0807
 OS0807                          STATION RECOVERY (2013)
 OS0807
 OS0807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0806 ***********************************************************************
 OS0806  DESIGNATION -  I90 227.01
 OS0806  PID         -  OS0806
 OS0806  STATE/COUNTY-  SD/LYMAN
 OS0806  COUNTRY     -  US
 OS0806  USGS QUAD   -  PRESHO (2017)
 OS0806
 OS0806                         *CURRENT SURVEY CONTROL
 OS0806  ______________________________________________________________________
 OS0806* NAD 83(1986) POSITION- 43 53 52.     (N) 100 02 00.     (W)   SCALED
 OS0806* NAVD 88 ORTHO HEIGHT -   547.792 (meters)     1797.21  (feet) ADJUSTED
 OS0806  ______________________________________________________________________
 OS0806  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 OS0806  DYNAMIC HEIGHT  -        547.627 (meters)     1796.67  (feet) COMP
 OS0806  MODELED GRAVITY -    980,301.2   (mgal)                       NAVD 88
 OS0806
 OS0806  VERT ORDER      -  FIRST     CLASS II
 OS0806
 OS0806.The horizontal coordinates were scaled from a map and have
 OS0806.an estimated accuracy of +/- 6 seconds.
 OS0806
 OS0806.The orthometric height was determined by differential leveling and
 OS0806.adjusted by the NATIONAL GEODETIC SURVEY
 OS0806.in September 1993.
 OS0806
 OS0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0806.GEOID18 height accuracy estimate available here.
 OS0806
 OS0806.Click photographs - Photos may exist for this station.
 OS0806
 OS0806.The dynamic height is computed by dividing the NAVD 88
 OS0806.geopotential number by the normal gravity value computed on the
 OS0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0806.degrees latitude (g = 980.6199 gals.).
 OS0806
 OS0806.The modeled gravity was interpolated from observed gravity values.
 OS0806
 OS0806;                    North         East    Units  Estimated Accuracy
 OS0806;SPC SD S     -   173,840.      624,100.      MT  (+/- 180 meters Scaled)
 OS0806
 OS0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP170610(NAD 83)
 OS0806
 OS0806                          SUPERSEDED SURVEY CONTROL
 OS0806
 OS0806.No superseded survey control is available for this station.
 OS0806
 OS0806_MARKER: DB = BENCH MARK DISK
 OS0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0806_STAMPING: 90-227.01
 OS0806_MARK LOGO: SDDT
 OS0806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0806+STABILITY: SURFACE MOTION
 OS0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0806+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0806
 OS0806  HISTORY     - Date     Condition        Report By
 OS0806  HISTORY     - UNK      MONUMENTED       SDDT
 OS0806  HISTORY     - 19910628 GOOD             NGS
 OS0806  HISTORY     - 20130116 GOOD             INDIV
 OS0806
 OS0806                          STATION DESCRIPTION
 OS0806
 OS0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0806'13.5 KM (8.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0806'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OS0806'OF 3 BRACED FENCE POSTS, 28.7 M (94.2 FT) NORTH OF AND LEVEL WITH THE
 OS0806'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 19.5 M (64.0 FT)
 OS0806'NORTHEAST OF MILEPOST 227, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OS0806'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OS0806'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0806
 OS0806                          STATION RECOVERY (2013)
 OS0806
 OS0806'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0805 ***********************************************************************
 OS0805  DESIGNATION -  I90 227.59
 OS0805  PID         -  OS0805
 OS0805  STATE/COUNTY-  SD/LYMAN
 OS0805  COUNTRY     -  US
 OS0805  USGS QUAD   -  PRESHO (2017)
 OS0805
 OS0805                         *CURRENT SURVEY CONTROL
 OS0805  ______________________________________________________________________
 OS0805* NAD 83(1986) POSITION- 43 53 50.     (N) 100 01 19.     (W)   SCALED
 OS0805* NAVD 88 ORTHO HEIGHT -   543.310 (meters)     1782.51  (feet) ADJUSTED
 OS0805  ______________________________________________________________________
 OS0805  GEOID HEIGHT    -        -25.232 (meters)                     GEOID18
 OS0805  DYNAMIC HEIGHT  -        543.146 (meters)     1781.97  (feet) COMP
 OS0805  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 OS0805
 OS0805  VERT ORDER      -  FIRST     CLASS II
 OS0805
 OS0805.The horizontal coordinates were scaled from a map and have
 OS0805.an estimated accuracy of +/- 6 seconds.
 OS0805
 OS0805.The orthometric height was determined by differential leveling and
 OS0805.adjusted by the NATIONAL GEODETIC SURVEY
 OS0805.in September 1993.
 OS0805
 OS0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0805.GEOID18 height accuracy estimate available here.
 OS0805
 OS0805.Click photographs - Photos may exist for this station.
 OS0805
 OS0805.The dynamic height is computed by dividing the NAVD 88
 OS0805.geopotential number by the normal gravity value computed on the
 OS0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0805.degrees latitude (g = 980.6199 gals.).
 OS0805
 OS0805.The modeled gravity was interpolated from observed gravity values.
 OS0805
 OS0805;                    North         East    Units  Estimated Accuracy
 OS0805;SPC SD S     -   173,780.      625,020.      MT  (+/- 180 meters Scaled)
 OS0805
 OS0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP179609(NAD 83)
 OS0805
 OS0805                          SUPERSEDED SURVEY CONTROL
 OS0805
 OS0805.No superseded survey control is available for this station.
 OS0805
 OS0805_MARKER: DB = BENCH MARK DISK
 OS0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0805_STAMPING: 90-227.59
 OS0805_MARK LOGO: SDDT
 OS0805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OS0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0805+STABILITY: SURFACE MOTION
 OS0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0805+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0805
 OS0805  HISTORY     - Date     Condition        Report By
 OS0805  HISTORY     - UNK      MONUMENTED       SDDT
 OS0805  HISTORY     - 19910628 GOOD             NGS
 OS0805  HISTORY     - 20130116 GOOD             INDIV
 OS0805
 OS0805                          STATION DESCRIPTION
 OS0805
 OS0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0805'12.6 KM (7.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0805'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OS0805'OF 3 BRACED FENCE POSTS, 37.0 M (121.4 FT) NORTH OF AND LEVEL WITH
 OS0805'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 OS0805'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 OS0805'GROUND SURFACE.
 OS0805
 OS0805                          STATION RECOVERY (2013)
 OS0805
 OS0805'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0804 ***********************************************************************
 OS0804  DESIGNATION -  I90 228.16
 OS0804  PID         -  OS0804
 OS0804  STATE/COUNTY-  SD/LYMAN
 OS0804  COUNTRY     -  US
 OS0804  USGS QUAD   -  PRESHO (2017)
 OS0804
 OS0804                         *CURRENT SURVEY CONTROL
 OS0804  ______________________________________________________________________
 OS0804* NAD 83(1986) POSITION- 43 53 52.     (N) 100 00 38.     (W)   SCALED
 OS0804* NAVD 88 ORTHO HEIGHT -   545.148 (meters)     1788.54  (feet) ADJUSTED
 OS0804  ______________________________________________________________________
 OS0804  GEOID HEIGHT    -        -25.241 (meters)                     GEOID18
 OS0804  DYNAMIC HEIGHT  -        544.985 (meters)     1788.01  (feet) COMP
 OS0804  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 OS0804
 OS0804  VERT ORDER      -  FIRST     CLASS II
 OS0804
 OS0804.The horizontal coordinates were scaled from a map and have
 OS0804.an estimated accuracy of +/- 6 seconds.
 OS0804
 OS0804.The orthometric height was determined by differential leveling and
 OS0804.adjusted by the NATIONAL GEODETIC SURVEY
 OS0804.in September 1993.
 OS0804
 OS0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0804.GEOID18 height accuracy estimate available here.
 OS0804
 OS0804.Click photographs - Photos may exist for this station.
 OS0804
 OS0804.The dynamic height is computed by dividing the NAVD 88
 OS0804.geopotential number by the normal gravity value computed on the
 OS0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0804.degrees latitude (g = 980.6199 gals.).
 OS0804
 OS0804.The modeled gravity was interpolated from observed gravity values.
 OS0804
 OS0804;                    North         East    Units  Estimated Accuracy
 OS0804;SPC SD S     -   173,850.      625,930.      MT  (+/- 180 meters Scaled)
 OS0804
 OS0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP188610(NAD 83)
 OS0804
 OS0804                          SUPERSEDED SURVEY CONTROL
 OS0804
 OS0804.No superseded survey control is available for this station.
 OS0804
 OS0804_MARKER: DB = BENCH MARK DISK
 OS0804_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0804_STAMPING: 90-228.16
 OS0804_MARK LOGO: SDDT
 OS0804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OS0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0804+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0804
 OS0804  HISTORY     - Date     Condition        Report By
 OS0804  HISTORY     - UNK      MONUMENTED       SDDT
 OS0804  HISTORY     - 19910628 GOOD             NGS
 OS0804  HISTORY     - 20130116 GOOD             INDIV
 OS0804
 OS0804                          STATION DESCRIPTION
 OS0804
 OS0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0804'11.6 KM (7.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0804'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 38.6 M (126.6
 OS0804'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OS0804'35.0 M (114.8 FT) WEST OF A BRACED FENCE POST, 0.3 M (1.0 FT) SOUTH
 OS0804'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 OS0804'GROUND SURFACE.
 OS0804
 OS0804                          STATION RECOVERY (2013)
 OS0804
 OS0804'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0803 ***********************************************************************
 OS0803  CBN         -  This is a Cooperative Base Network Control Station.
 OS0803  DESIGNATION -  I90 228.4
 OS0803  PID         -  OS0803
 OS0803  STATE/COUNTY-  SD/LYMAN
 OS0803  COUNTRY     -  US
 OS0803  USGS QUAD   -  PRESHO (2017)
 OS0803
 OS0803                         *CURRENT SURVEY CONTROL
 OS0803  ______________________________________________________________________
 OS0803* NAD 83(2011) POSITION- 43 53 48.87651(N) 100 00 24.40548(W)   ADJUSTED
 OS0803* NAD 83(2011) ELLIP HT-   519.885 (meters)        (06/27/12)   ADJUSTED
 OS0803* NAD 83(2011) EPOCH   -  2010.00
 OS0803* NAVD 88 ORTHO HEIGHT -   545.129 (meters)     1788.48  (feet) ADJUSTED
 OS0803  ______________________________________________________________________
 OS0803  GEOID HEIGHT    -        -25.248 (meters)                     GEOID18
 OS0803  NAD 83(2011) X  -   -799,978.010 (meters)                     COMP
 OS0803  NAD 83(2011) Y  - -4,533,763.789 (meters)                     COMP
 OS0803  NAD 83(2011) Z  -  4,400,205.292 (meters)                     COMP
 OS0803  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 OS0803  DYNAMIC HEIGHT  -        544.965 (meters)     1787.94  (feet) COMP
 OS0803  MODELED GRAVITY -    980,303.0   (mgal)                       NAVD 88
 OS0803
 OS0803  VERT ORDER      -  FIRST     CLASS II
 OS0803
 OS0803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0803  Standards:
 OS0803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0803  -------------------------------------------------------------------
 OS0803  NETWORK    1.02   3.10           0.48   0.32   1.58     -0.06474511
 OS0803  -------------------------------------------------------------------
 OS0803  Click here for local accuracies and other accuracy information.
 OS0803
 OS0803.The horizontal coordinates were established by GPS observations
 OS0803.and adjusted by the National Geodetic Survey in June 2012.
 OS0803
 OS0803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0803.been affixed to the stable North American tectonic plate. See 
 OS0803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0803
 OS0803.The horizontal coordinates are valid at the epoch date displayed above
 OS0803.which is a decimal equivalence of Year/Month/Day.
 OS0803
 OS0803.The orthometric height was determined by differential leveling and
 OS0803.adjusted by the NATIONAL GEODETIC SURVEY
 OS0803.in September 1993.
 OS0803
 OS0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0803.GEOID18 height accuracy estimate available here.
 OS0803
 OS0803.Click photographs - Photos may exist for this station.
 OS0803
 OS0803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0803
 OS0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0803
 OS0803.The ellipsoidal height was determined by GPS observations
 OS0803.and is referenced to NAD 83.
 OS0803
 OS0803.The dynamic height is computed by dividing the NAVD 88
 OS0803.geopotential number by the normal gravity value computed on the
 OS0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0803.degrees latitude (g = 980.6199 gals.).
 OS0803
 OS0803.The modeled gravity was interpolated from observed gravity values.
 OS0803
 OS0803. The following values were computed from the NAD 83(2011) position.
 OS0803
 OS0803;                    North         East     Units Scale Factor Converg.
 OS0803;SPC SD S     -   173,752.923   626,234.762   MT  0.99991866   +0 13 31.0
 OS0803;SPC SD S     -   570,054.38  2,054,571.88   sFT  0.99991866   +0 13 31.0
 OS0803;UTM  14      - 4,860,915.570   419,142.568   MT  0.99968041   -0 41 53.2
 OS0803
 OS0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0803!SPC SD S     -   0.99991849  x   0.99991866  =   0.99983715
 OS0803!UTM  14      -   0.99991849  x   0.99968041  =   0.99959892
 OS0803
 OS0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1914260915(NAD 83)
 OS0803
 OS0803                          SUPERSEDED SURVEY CONTROL
 OS0803
 OS0803  NAD 83(2007)-  43 53 48.87687(N)    100 00 24.40669(W) AD(2002.00) 0
 OS0803  ELLIP H (02/10/07)  519.923  (m)                       GP(2002.00)    
 OS0803  ELLIP H (04/15/04)  519.921  (m)                       GP(       ) 2 1
 OS0803  NAD 83(1996)-  43 53 48.87594(N)    100 00 24.40622(W) AD(       ) B
 OS0803  ELLIP H (04/18/97)  519.987  (m)                       GP(       ) 4 1
 OS0803  NAVD 88             545.13   (m)         1788.5    (f) LEVELING    3  
 OS0803
 OS0803.Superseded values are not recommended for survey control.
 OS0803
 OS0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0803.See file dsdata.pdf to determine how the superseded data were derived.
 OS0803
 OS0803_MARKER: Z = SEE DESCRIPTION
 OS0803_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OS0803_MARK LOGO: NONE
 OS0803_PROJECTION: FLUSH
 OS0803_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0803+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 OS0803_ROD/PIPE-DEPTH: 12.8 meters
 OS0803_SLEEVE-DEPTH  : 1.8 meters
 OS0803
 OS0803  HISTORY     - Date     Condition        Report By
 OS0803  HISTORY     - 1981     MONUMENTED       SDDT
 OS0803  HISTORY     - 19910628 GOOD             NGS
 OS0803  HISTORY     - 19960604 GOOD             NGS
 OS0803  HISTORY     - 20130116 GOOD             INDIV
 OS0803  HISTORY     - 20160516 GOOD             DEWDAV
 OS0803
 OS0803                          STATION DESCRIPTION
 OS0803
 OS0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0803'11.3 KM (7.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0803'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 64.7 M (212.3
 OS0803'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE NUMBER
 OS0803'43-180-206, 54.0 M (177.2 FT) WEST OF A FENCE CORNER, 29.2 M (95.8
 OS0803'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OS0803'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 OS0803'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OS0803'IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OS0803
 OS0803                          STATION RECOVERY (1996)
 OS0803
 OS0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0803'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST-SOUTHEAST OF PRESHO
 OS0803'AND 7.0 MI (11.3 KM) WEST-SOUTHWEST OF KENNEBEC, ON INTERSTATE HIGHWAY
 OS0803'90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 OS0803'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 183 (EXIT 226)
 OS0803'IN PRESHO, GO EAST ON INTERSTATE HIGHWAY 90 FOR 2.0 MI (3.2 KM) TO THE
 OS0803'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT NEAR THE NORTHWEST
 OS0803'POINT OF THE RAISED LETTER G THAT IS NEAR THE CENTER OF A METAL PIPE
 OS0803'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 64.7 M
 OS0803'(212.3 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF INTERSTATE
 OS0803'OVERPASS (NUMBER 43-180-206) OF A COUNTY ROAD, 54.0 M (177.2 FT) WEST
 OS0803'OF A FENCE CORNER, 29.2 M (95.8 FT) SOUTH OF THE CENTERLINE OF THE
 OS0803'EASTBOUND HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 OS0803'M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.21 M (0.69 FT)
 OS0803'BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OS0803'A 4-INCH PVC SCREW CAP.  THE MARK IS NOT STAMPED.
 OS0803
 OS0803                          STATION RECOVERY (2013)
 OS0803
 OS0803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0803'RECOVERED IN GOOD CONDITION.
 OS0803
 OS0803                          STATION RECOVERY (2016)
 OS0803
 OS0803'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 OS0803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1090 ***********************************************************************
 OR1090  DESIGNATION -  I90 228.89
 OR1090  PID         -  OR1090
 OR1090  STATE/COUNTY-  SD/LYMAN
 OR1090  COUNTRY     -  US
 OR1090  USGS QUAD   -  BRAKKE DAM (2017)
 OR1090
 OR1090                         *CURRENT SURVEY CONTROL
 OR1090  ______________________________________________________________________
 OR1090* NAD 83(1986) POSITION- 43 53 32.     (N) 099 59 45.     (W)   SCALED
 OR1090* NAVD 88 ORTHO HEIGHT -   549.009 (meters)     1801.21  (feet) ADJUSTED
 OR1090  ______________________________________________________________________
 OR1090  GEOID HEIGHT    -        -25.275 (meters)                     GEOID18
 OR1090  DYNAMIC HEIGHT  -        548.846 (meters)     1800.67  (feet) COMP
 OR1090  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 OR1090
 OR1090  VERT ORDER      -  FIRST     CLASS II
 OR1090
 OR1090.The horizontal coordinates were scaled from a map and have
 OR1090.an estimated accuracy of +/- 6 seconds.
 OR1090
 OR1090.The orthometric height was determined by differential leveling and
 OR1090.adjusted by the NATIONAL GEODETIC SURVEY
 OR1090.in September 1993.
 OR1090
 OR1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1090.GEOID18 height accuracy estimate available here.
 OR1090
 OR1090.Click photographs - Photos may exist for this station.
 OR1090
 OR1090.The dynamic height is computed by dividing the NAVD 88
 OR1090.geopotential number by the normal gravity value computed on the
 OR1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1090.degrees latitude (g = 980.6199 gals.).
 OR1090
 OR1090.The modeled gravity was interpolated from observed gravity values.
 OR1090
 OR1090;                    North         East    Units  Estimated Accuracy
 OR1090;SPC SD S     -   173,240.      627,120.      MT  (+/- 180 meters Scaled)
 OR1090
 OR1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP200603(NAD 83)
 OR1090
 OR1090                          SUPERSEDED SURVEY CONTROL
 OR1090
 OR1090.No superseded survey control is available for this station.
 OR1090
 OR1090_MARKER: DB = BENCH MARK DISK
 OR1090_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1090_STAMPING: 90-228.89
 OR1090_MARK LOGO: SDDT
 OR1090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1090+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1090
 OR1090  HISTORY     - Date     Condition        Report By
 OR1090  HISTORY     - UNK      MONUMENTED       SDDT
 OR1090  HISTORY     - 19910628 GOOD             NGS
 OR1090  HISTORY     - 20130116 GOOD             INDIV
 OR1090
 OR1090                          STATION DESCRIPTION
 OR1090
 OR1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1090'10.4 KM (6.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1090'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.2 M (95.8
 OR1090'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1090'7.8 M (25.6 FT) WEST OF A BRACED FENCE POST, 0.6 M (2.0 FT) BELOW THE
 OR1090'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OR1090'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1090
 OR1090                          STATION RECOVERY (2013)
 OR1090
 OR1090'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1089 ***********************************************************************
 OR1089  DESIGNATION -  I90 229.90
 OR1089  PID         -  OR1089
 OR1089  STATE/COUNTY-  SD/LYMAN
 OR1089  COUNTRY     -  US
 OR1089  USGS QUAD   -  BRAKKE DAM (2017)
 OR1089
 OR1089                         *CURRENT SURVEY CONTROL
 OR1089  ______________________________________________________________________
 OR1089* NAD 83(1986) POSITION- 43 53 52.     (N) 099 58 32.     (W)   SCALED
 OR1089* NAVD 88 ORTHO HEIGHT -   542.775 (meters)     1780.75  (feet) ADJUSTED
 OR1089  ______________________________________________________________________
 OR1089  GEOID HEIGHT    -        -25.272 (meters)                     GEOID18
 OR1089  DYNAMIC HEIGHT  -        542.614 (meters)     1780.23  (feet) COMP
 OR1089  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 OR1089
 OR1089  VERT ORDER      -  FIRST     CLASS II
 OR1089
 OR1089.The horizontal coordinates were scaled from a map and have
 OR1089.an estimated accuracy of +/- 6 seconds.
 OR1089
 OR1089.The orthometric height was determined by differential leveling and
 OR1089.adjusted by the NATIONAL GEODETIC SURVEY
 OR1089.in September 1993.
 OR1089
 OR1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1089.GEOID18 height accuracy estimate available here.
 OR1089
 OR1089.Click photographs - Photos may exist for this station.
 OR1089
 OR1089.The dynamic height is computed by dividing the NAVD 88
 OR1089.geopotential number by the normal gravity value computed on the
 OR1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1089.degrees latitude (g = 980.6199 gals.).
 OR1089
 OR1089.The modeled gravity was interpolated from observed gravity values.
 OR1089
 OR1089;                    North         East    Units  Estimated Accuracy
 OR1089;SPC SD S     -   173,860.      628,740.      MT  (+/- 180 meters Scaled)
 OR1089
 OR1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP216609(NAD 83)
 OR1089
 OR1089                          SUPERSEDED SURVEY CONTROL
 OR1089
 OR1089.No superseded survey control is available for this station.
 OR1089
 OR1089_MARKER: DB = BENCH MARK DISK
 OR1089_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1089_STAMPING: 90-229.90
 OR1089_MARK LOGO: SDDT
 OR1089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1089+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1089
 OR1089  HISTORY     - Date     Condition        Report By
 OR1089  HISTORY     - UNK      MONUMENTED       SDDT
 OR1089  HISTORY     - 19910628 GOOD             NGS
 OR1089  HISTORY     - 20130116 GOOD             INDIV
 OR1089
 OR1089                          STATION DESCRIPTION
 OR1089
 OR1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1089'8.8 KM (5.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1089'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 32.2 M (105.6
 OR1089'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 OR1089'THE HIGHWAY, 19.8 M (65.0 FT) WEST OF A BRACED FENCE POST, 0.3 M (1.0
 OR1089'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 OR1089'THE GROUND SURFACE.
 OR1089
 OR1089                          STATION RECOVERY (2013)
 OR1089
 OR1089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1088 ***********************************************************************
 OR1088  DESIGNATION -  I90 230.5
 OR1088  PID         -  OR1088
 OR1088  STATE/COUNTY-  SD/LYMAN
 OR1088  COUNTRY     -  US
 OR1088  USGS QUAD   -  BRAKKE DAM (2017)
 OR1088
 OR1088                         *CURRENT SURVEY CONTROL
 OR1088  ______________________________________________________________________
 OR1088* NAD 83(1986) POSITION- 43 53 52.     (N) 099 57 51.     (W)   SCALED
 OR1088* NAVD 88 ORTHO HEIGHT -   538.072 (meters)     1765.32  (feet) ADJUSTED
 OR1088  ______________________________________________________________________
 OR1088  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 OR1088  DYNAMIC HEIGHT  -        537.912 (meters)     1764.80  (feet) COMP
 OR1088  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 OR1088
 OR1088  VERT ORDER      -  FIRST     CLASS II
 OR1088
 OR1088.The horizontal coordinates were scaled from a map and have
 OR1088.an estimated accuracy of +/- 6 seconds.
 OR1088
 OR1088.The orthometric height was determined by differential leveling and
 OR1088.adjusted by the NATIONAL GEODETIC SURVEY
 OR1088.in September 1993.
 OR1088
 OR1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1088.GEOID18 height accuracy estimate available here.
 OR1088
 OR1088.Click photographs - Photos may exist for this station.
 OR1088
 OR1088.The dynamic height is computed by dividing the NAVD 88
 OR1088.geopotential number by the normal gravity value computed on the
 OR1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1088.degrees latitude (g = 980.6199 gals.).
 OR1088
 OR1088.The modeled gravity was interpolated from observed gravity values.
 OR1088
 OR1088;                    North         East    Units  Estimated Accuracy
 OR1088;SPC SD S     -   173,860.      629,660.      MT  (+/- 180 meters Scaled)
 OR1088
 OR1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP225609(NAD 83)
 OR1088
 OR1088                          SUPERSEDED SURVEY CONTROL
 OR1088
 OR1088.No superseded survey control is available for this station.
 OR1088
 OR1088_MARKER: P = PIPE CAP
 OR1088_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1088_MARK LOGO: NONE
 OR1088_PROJECTION: FLUSH
 OR1088_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1088+STABILITY: POSITION/ELEVATION WELL
 OR1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1088+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1088_ROD/PIPE-DEPTH: 12.8 meters
 OR1088_SLEEVE-DEPTH  : 0.3 meters
 OR1088
 OR1088  HISTORY     - Date     Condition        Report By
 OR1088  HISTORY     - UNK      MONUMENTED       SDDT
 OR1088  HISTORY     - 19910628 GOOD             NGS
 OR1088  HISTORY     - 20130116 GOOD             INDIV
 OR1088
 OR1088                          STATION DESCRIPTION
 OR1088
 OR1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1088'7.9 KM (4.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1088'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 96.4 M (316.3
 OR1088'FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 OR1088'43-200-205, 32.0 M (105.0 FT) NORTH OF THE CENTERLINE OF THE
 OR1088'WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 OR1088'HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 OR1088'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OR1088'THE MARK IS UNSTAMPED.
 OR1088
 OR1088                          STATION RECOVERY (2013)
 OR1088
 OR1088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1087 ***********************************************************************
 OR1087  DESIGNATION -  I90 231.12
 OR1087  PID         -  OR1087
 OR1087  STATE/COUNTY-  SD/LYMAN
 OR1087  COUNTRY     -  US
 OR1087  USGS QUAD   -  BRAKKE DAM (2017)
 OR1087
 OR1087                         *CURRENT SURVEY CONTROL
 OR1087  ______________________________________________________________________
 OR1087* NAD 83(1986) POSITION- 43 53 52.     (N) 099 57 03.     (W)   SCALED
 OR1087* NAVD 88 ORTHO HEIGHT -   531.800 (meters)     1744.75  (feet) ADJUSTED
 OR1087  ______________________________________________________________________
 OR1087  GEOID HEIGHT    -        -25.290 (meters)                     GEOID18
 OR1087  DYNAMIC HEIGHT  -        531.642 (meters)     1744.23  (feet) COMP
 OR1087  MODELED GRAVITY -    980,307.0   (mgal)                       NAVD 88
 OR1087
 OR1087  VERT ORDER      -  FIRST     CLASS II
 OR1087
 OR1087.The horizontal coordinates were scaled from a map and have
 OR1087.an estimated accuracy of +/- 6 seconds.
 OR1087
 OR1087.The orthometric height was determined by differential leveling and
 OR1087.adjusted by the NATIONAL GEODETIC SURVEY
 OR1087.in September 1993.
 OR1087
 OR1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1087.GEOID18 height accuracy estimate available here.
 OR1087
 OR1087.Click photographs - Photos may exist for this station.
 OR1087
 OR1087.The dynamic height is computed by dividing the NAVD 88
 OR1087.geopotential number by the normal gravity value computed on the
 OR1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1087.degrees latitude (g = 980.6199 gals.).
 OR1087
 OR1087.The modeled gravity was interpolated from observed gravity values.
 OR1087
 OR1087;                    North         East    Units  Estimated Accuracy
 OR1087;SPC SD S     -   173,870.      630,730.      MT  (+/- 180 meters Scaled)
 OR1087
 OR1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP236609(NAD 83)
 OR1087
 OR1087                          SUPERSEDED SURVEY CONTROL
 OR1087
 OR1087.No superseded survey control is available for this station.
 OR1087
 OR1087_MARKER: DB = BENCH MARK DISK
 OR1087_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1087_STAMPING: 90-231.12
 OR1087_MARK LOGO: SDDT
 OR1087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1087+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1087
 OR1087  HISTORY     - Date     Condition        Report By
 OR1087  HISTORY     - UNK      MONUMENTED       SDDT
 OR1087  HISTORY     - 19910628 GOOD             NGS
 OR1087  HISTORY     - 20130116 GOOD             INDIV
 OR1087
 OR1087                          STATION DESCRIPTION
 OR1087
 OR1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1087'6.9 KM (4.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1087'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 42.0 M (137.8
 OR1087'FT) WEST OF THE MOST WESTERLY OF 6 BRACED FENCE POSTS, 31.8 M (104.3
 OR1087'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1087'0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH
 OR1087'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OR1087'ABOVE THE GROUND SURFACE.
 OR1087
 OR1087                          STATION RECOVERY (2013)
 OR1087
 OR1087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1086 ***********************************************************************
 OR1086  DESIGNATION -  I90 231.90
 OR1086  PID         -  OR1086
 OR1086  STATE/COUNTY-  SD/LYMAN
 OR1086  COUNTRY     -  US
 OR1086  USGS QUAD   -  BRAKKE DAM (2017)
 OR1086
 OR1086                         *CURRENT SURVEY CONTROL
 OR1086  ______________________________________________________________________
 OR1086* NAD 83(1986) POSITION- 43 53 52.     (N) 099 56 08.     (W)   SCALED
 OR1086* NAVD 88 ORTHO HEIGHT -   536.644 (meters)     1760.64  (feet) ADJUSTED
 OR1086  ______________________________________________________________________
 OR1086  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 OR1086  DYNAMIC HEIGHT  -        536.485 (meters)     1760.12  (feet) COMP
 OR1086  MODELED GRAVITY -    980,307.5   (mgal)                       NAVD 88
 OR1086
 OR1086  VERT ORDER      -  FIRST     CLASS II
 OR1086
 OR1086.The horizontal coordinates were scaled from a map and have
 OR1086.an estimated accuracy of +/- 6 seconds.
 OR1086
 OR1086.The orthometric height was determined by differential leveling and
 OR1086.adjusted by the NATIONAL GEODETIC SURVEY
 OR1086.in September 1993.
 OR1086
 OR1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1086.GEOID18 height accuracy estimate available here.
 OR1086
 OR1086.Click photographs - Photos may exist for this station.
 OR1086
 OR1086.The dynamic height is computed by dividing the NAVD 88
 OR1086.geopotential number by the normal gravity value computed on the
 OR1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1086.degrees latitude (g = 980.6199 gals.).
 OR1086
 OR1086.The modeled gravity was interpolated from observed gravity values.
 OR1086
 OR1086;                    North         East    Units  Estimated Accuracy
 OR1086;SPC SD S     -   173,870.      631,960.      MT  (+/- 180 meters Scaled)
 OR1086
 OR1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP248609(NAD 83)
 OR1086
 OR1086                          SUPERSEDED SURVEY CONTROL
 OR1086
 OR1086.No superseded survey control is available for this station.
 OR1086
 OR1086_MARKER: DB = BENCH MARK DISK
 OR1086_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1086_STAMPING: 90-231.90
 OR1086_MARK LOGO: SDDT
 OR1086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1086+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1086
 OR1086  HISTORY     - Date     Condition        Report By
 OR1086  HISTORY     - UNK      MONUMENTED       SDDT
 OR1086  HISTORY     - 19910628 GOOD             NGS
 OR1086  HISTORY     - 20130116 GOOD             INDIV
 OR1086
 OR1086                          STATION DESCRIPTION
 OR1086
 OR1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1086'5.6 KM (3.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1086'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 32.7 M (107.3
 OR1086'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1086'16.3 M (53.5 FT) WEST OF THE MOST WESTERLY OF 3 BRACED FENCE POSTS,
 OR1086'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 OR1086'FLUSH WITH THE GROUND SURFACE.
 OR1086
 OR1086                          STATION RECOVERY (2013)
 OR1086
 OR1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1085 ***********************************************************************
 OR1085  DESIGNATION -  I90 232.4
 OR1085  PID         -  OR1085
 OR1085  STATE/COUNTY-  SD/LYMAN
 OR1085  COUNTRY     -  US
 OR1085  USGS QUAD   -  BRAKKE DAM (2017)
 OR1085
 OR1085                         *CURRENT SURVEY CONTROL
 OR1085  ______________________________________________________________________
 OR1085* NAD 83(1986) POSITION- 43 53 53.     (N) 099 55 30.     (W)   SCALED
 OR1085* NAVD 88 ORTHO HEIGHT -   530.345 (meters)     1739.97  (feet) ADJUSTED
 OR1085  ______________________________________________________________________
 OR1085  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 OR1085  DYNAMIC HEIGHT  -        530.189 (meters)     1739.46  (feet) COMP
 OR1085  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 OR1085
 OR1085  VERT ORDER      -  FIRST     CLASS II
 OR1085
 OR1085.The horizontal coordinates were scaled from a map and have
 OR1085.an estimated accuracy of +/- 6 seconds.
 OR1085
 OR1085.The orthometric height was determined by differential leveling and
 OR1085.adjusted by the NATIONAL GEODETIC SURVEY
 OR1085.in September 1993.
 OR1085
 OR1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1085.GEOID18 height accuracy estimate available here.
 OR1085
 OR1085.Click photographs - Photos may exist for this station.
 OR1085
 OR1085.The dynamic height is computed by dividing the NAVD 88
 OR1085.geopotential number by the normal gravity value computed on the
 OR1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1085.degrees latitude (g = 980.6199 gals.).
 OR1085
 OR1085.The modeled gravity was interpolated from observed gravity values.
 OR1085
 OR1085;                    North         East    Units  Estimated Accuracy
 OR1085;SPC SD S     -   173,910.      632,800.      MT  (+/- 180 meters Scaled)
 OR1085
 OR1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP257609(NAD 83)
 OR1085
 OR1085                          SUPERSEDED SURVEY CONTROL
 OR1085
 OR1085.No superseded survey control is available for this station.
 OR1085
 OR1085_MARKER: P = PIPE CAP
 OR1085_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1085_MARK LOGO: NONE
 OR1085_PROJECTION: FLUSH
 OR1085_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1085+STABILITY: POSITION/ELEVATION WELL
 OR1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1085+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1085_ROD/PIPE-DEPTH: 12.8 meters
 OR1085_SLEEVE-DEPTH  : 3.0 meters
 OR1085
 OR1085  HISTORY     - Date     Condition        Report By
 OR1085  HISTORY     - UNK      MONUMENTED       SDDT
 OR1085  HISTORY     - 19910628 GOOD             NGS
 OR1085  HISTORY     - 20130116 GOOD             INDIV
 OR1085
 OR1085                          STATION DESCRIPTION
 OR1085
 OR1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1085'4.8 KM (3.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1085'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 60.2 M (197.5
 OR1085'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1085'55.0 M (180.4 FT) NORTH OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 OR1085'43-220-205, 8.0 M (26.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 6.9 M
 OR1085'(22.6 FT) EAST OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A
 OR1085'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR1085'4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OR1085
 OR1085                          STATION RECOVERY (2013)
 OR1085
 OR1085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1084 ***********************************************************************
 OR1084  DESIGNATION -  I90 232.94
 OR1084  PID         -  OR1084
 OR1084  STATE/COUNTY-  SD/LYMAN
 OR1084  COUNTRY     -  US
 OR1084  USGS QUAD   -  BRAKKE DAM (2017)
 OR1084
 OR1084                         *CURRENT SURVEY CONTROL
 OR1084  ______________________________________________________________________
 OR1084* NAD 83(1986) POSITION- 43 53 52.     (N) 099 54 54.     (W)   SCALED
 OR1084* NAVD 88 ORTHO HEIGHT -   526.164 (meters)     1726.26  (feet) ADJUSTED
 OR1084  ______________________________________________________________________
 OR1084  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 OR1084  DYNAMIC HEIGHT  -        526.009 (meters)     1725.75  (feet) COMP
 OR1084  MODELED GRAVITY -    980,308.3   (mgal)                       NAVD 88
 OR1084
 OR1084  VERT ORDER      -  FIRST     CLASS II
 OR1084
 OR1084.The horizontal coordinates were scaled from a map and have
 OR1084.an estimated accuracy of +/- 6 seconds.
 OR1084
 OR1084.The orthometric height was determined by differential leveling and
 OR1084.adjusted by the NATIONAL GEODETIC SURVEY
 OR1084.in September 1993.
 OR1084
 OR1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1084.GEOID18 height accuracy estimate available here.
 OR1084
 OR1084.Click photographs - Photos may exist for this station.
 OR1084
 OR1084.The dynamic height is computed by dividing the NAVD 88
 OR1084.geopotential number by the normal gravity value computed on the
 OR1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1084.degrees latitude (g = 980.6199 gals.).
 OR1084
 OR1084.The modeled gravity was interpolated from observed gravity values.
 OR1084
 OR1084;                    North         East    Units  Estimated Accuracy
 OR1084;SPC SD S     -   173,880.      633,610.      MT  (+/- 180 meters Scaled)
 OR1084
 OR1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP265609(NAD 83)
 OR1084
 OR1084                          SUPERSEDED SURVEY CONTROL
 OR1084
 OR1084.No superseded survey control is available for this station.
 OR1084
 OR1084_MARKER: DB = BENCH MARK DISK
 OR1084_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1084_STAMPING: 90-232.94
 OR1084_MARK LOGO: SDDT
 OR1084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1084+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1084
 OR1084  HISTORY     - Date     Condition        Report By
 OR1084  HISTORY     - UNK      MONUMENTED       SDDT
 OR1084  HISTORY     - 19910628 GOOD             NGS
 OR1084  HISTORY     - 20130116 GOOD             INDIV
 OR1084
 OR1084                          STATION DESCRIPTION
 OR1084
 OR1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1084'4.0 KM (2.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1084'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 45.3 M (148.6
 OR1084'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1084'2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH
 OR1084'OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 OR1084'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 OR1084
 OR1084                          STATION RECOVERY (2013)
 OR1084
 OR1084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1083 ***********************************************************************
 OR1083  DESIGNATION -  I90 233.90
 OR1083  PID         -  OR1083
 OR1083  STATE/COUNTY-  SD/LYMAN
 OR1083  COUNTRY     -  US
 OR1083  USGS QUAD   -  BRAKKE DAM (2017)
 OR1083
 OR1083                         *CURRENT SURVEY CONTROL
 OR1083  ______________________________________________________________________
 OR1083* NAD 83(1986) POSITION- 43 53 52.     (N) 099 53 44.     (W)   SCALED
 OR1083* NAVD 88 ORTHO HEIGHT -   532.925 (meters)     1748.44  (feet) ADJUSTED
 OR1083  ______________________________________________________________________
 OR1083  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 OR1083  DYNAMIC HEIGHT  -        532.768 (meters)     1747.92  (feet) COMP
 OR1083  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 OR1083
 OR1083  VERT ORDER      -  FIRST     CLASS II
 OR1083
 OR1083.The horizontal coordinates were scaled from a map and have
 OR1083.an estimated accuracy of +/- 6 seconds.
 OR1083
 OR1083.The orthometric height was determined by differential leveling and
 OR1083.adjusted by the NATIONAL GEODETIC SURVEY
 OR1083.in September 1993.
 OR1083
 OR1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1083.GEOID18 height accuracy estimate available here.
 OR1083
 OR1083.Click photographs - Photos may exist for this station.
 OR1083
 OR1083.The dynamic height is computed by dividing the NAVD 88
 OR1083.geopotential number by the normal gravity value computed on the
 OR1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1083.degrees latitude (g = 980.6199 gals.).
 OR1083
 OR1083.The modeled gravity was interpolated from observed gravity values.
 OR1083
 OR1083;                    North         East    Units  Estimated Accuracy
 OR1083;SPC SD S     -   173,890.      635,170.      MT  (+/- 180 meters Scaled)
 OR1083
 OR1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP280609(NAD 83)
 OR1083
 OR1083                          SUPERSEDED SURVEY CONTROL
 OR1083
 OR1083.No superseded survey control is available for this station.
 OR1083
 OR1083_MARKER: DB = BENCH MARK DISK
 OR1083_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1083_STAMPING: 90-233.90
 OR1083_MARK LOGO: SDDT
 OR1083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1083+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1083
 OR1083  HISTORY     - Date     Condition        Report By
 OR1083  HISTORY     - UNK      MONUMENTED       SDDT
 OR1083  HISTORY     - 19910628 GOOD             NGS
 OR1083  HISTORY     - 20130116 GOOD             INDIV
 OR1083
 OR1083                          STATION DESCRIPTION
 OR1083
 OR1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1083'2.4 KM (1.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1083'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 34.2 M (112.2
 OR1083'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1083'20.4 M (66.9 FT) WEST OF THE MOST WESTERLY OF 3 BRACED FENCE POSTS,
 OR1083'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH
 OR1083'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 OR1083'FT) BELOW THE GROUND SURFACE.
 OR1083
 OR1083                          STATION RECOVERY (2013)
 OR1083
 OR1083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1079 ***********************************************************************
 OR1079  DESIGNATION -  I90 234.90
 OR1079  PID         -  OR1079
 OR1079  STATE/COUNTY-  SD/LYMAN
 OR1079  COUNTRY     -  US
 OR1079  USGS QUAD   -  BRAKKE DAM (2017)
 OR1079
 OR1079                         *CURRENT SURVEY CONTROL
 OR1079  ______________________________________________________________________
 OR1079* NAD 83(1986) POSITION- 43 53 52.     (N) 099 52 31.     (W)   SCALED
 OR1079* NAVD 88 ORTHO HEIGHT -   529.092 (meters)     1735.86  (feet) ADJUSTED
 OR1079  ______________________________________________________________________
 OR1079  GEOID HEIGHT    -        -25.319 (meters)                     GEOID18
 OR1079  DYNAMIC HEIGHT  -        528.937 (meters)     1735.35  (feet) COMP
 OR1079  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 OR1079
 OR1079  VERT ORDER      -  FIRST     CLASS II
 OR1079
 OR1079.The horizontal coordinates were scaled from a map and have
 OR1079.an estimated accuracy of +/- 6 seconds.
 OR1079
 OR1079.The orthometric height was determined by differential leveling and
 OR1079.adjusted by the NATIONAL GEODETIC SURVEY
 OR1079.in September 1993.
 OR1079
 OR1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1079.GEOID18 height accuracy estimate available here.
 OR1079
 OR1079.Click photographs - Photos may exist for this station.
 OR1079
 OR1079.The dynamic height is computed by dividing the NAVD 88
 OR1079.geopotential number by the normal gravity value computed on the
 OR1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1079.degrees latitude (g = 980.6199 gals.).
 OR1079
 OR1079.The modeled gravity was interpolated from observed gravity values.
 OR1079
 OR1079;                    North         East    Units  Estimated Accuracy
 OR1079;SPC SD S     -   173,900.      636,800.      MT  (+/- 180 meters Scaled)
 OR1079
 OR1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP297608(NAD 83)
 OR1079
 OR1079                          SUPERSEDED SURVEY CONTROL
 OR1079
 OR1079.No superseded survey control is available for this station.
 OR1079
 OR1079_MARKER: DB = BENCH MARK DISK
 OR1079_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1079_STAMPING: 90-234.90
 OR1079_MARK LOGO: SDDT
 OR1079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1079+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1079
 OR1079  HISTORY     - Date     Condition        Report By
 OR1079  HISTORY     - UNK      MONUMENTED       SDDT
 OR1079  HISTORY     - 19910628 GOOD             NGS
 OR1079  HISTORY     - 20130116 GOOD             INDIV
 OR1079
 OR1079                          STATION DESCRIPTION
 OR1079
 OR1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1079'0.8 KM (0.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1079'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 76.7 M (251.6
 OR1079'FT) EAST OF THE MOST EASTERLY OF 3 BRACED FENCE POSTS, 76.7 M (251.6
 OR1079'FT) WEST OF THE MOST WESTERLY OF 3 BRACED FENCE POSTS, 29.2 M (95.8
 OR1079'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1079'0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 OR1079'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3
 OR1079'FT) ABOVE THE GROUND SURFACE.
 OR1079
 OR1079                          STATION RECOVERY (2013)
 OR1079
 OR1079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1077 ***********************************************************************
 OR1077  DESIGNATION -  I90 235.33
 OR1077  PID         -  OR1077
 OR1077  STATE/COUNTY-  SD/LYMAN
 OR1077  COUNTRY     -  US
 OR1077  USGS QUAD   -  KENNEBEC (2017)
 OR1077
 OR1077                         *CURRENT SURVEY CONTROL
 OR1077  ______________________________________________________________________
 OR1077* NAD 83(1986) POSITION- 43 53 30.     (N) 099 51 09.     (W)   SCALED
 OR1077* NAVD 88 ORTHO HEIGHT -   529.359 (meters)     1736.74  (feet) ADJUSTED
 OR1077  ______________________________________________________________________
 OR1077  GEOID HEIGHT    -        -25.349 (meters)                     GEOID18
 OR1077  DYNAMIC HEIGHT  -        529.203 (meters)     1736.23  (feet) COMP
 OR1077  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 OR1077
 OR1077  VERT ORDER      -  FIRST     CLASS II
 OR1077
 OR1077.The horizontal coordinates were scaled from a map and have
 OR1077.an estimated accuracy of +/- 6 seconds.
 OR1077
 OR1077.The orthometric height was determined by differential leveling and
 OR1077.adjusted by the NATIONAL GEODETIC SURVEY
 OR1077.in September 1993.
 OR1077
 OR1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1077.GEOID18 height accuracy estimate available here.
 OR1077
 OR1077.Click photographs - Photos may exist for this station.
 OR1077
 OR1077.The dynamic height is computed by dividing the NAVD 88
 OR1077.geopotential number by the normal gravity value computed on the
 OR1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1077.degrees latitude (g = 980.6199 gals.).
 OR1077
 OR1077.The modeled gravity was interpolated from observed gravity values.
 OR1077
 OR1077;                    North         East    Units  Estimated Accuracy
 OR1077;SPC SD S     -   173,230.      638,630.      MT  (+/- 180 meters Scaled)
 OR1077
 OR1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP315601(NAD 83)
 OR1077
 OR1077                          SUPERSEDED SURVEY CONTROL
 OR1077
 OR1077.No superseded survey control is available for this station.
 OR1077
 OR1077_MARKER: DB = BENCH MARK DISK
 OR1077_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1077_STAMPING: 90-235.33
 OR1077_MARK LOGO: SDDT
 OR1077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1077+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1077
 OR1077  HISTORY     - Date     Condition        Report By
 OR1077  HISTORY     - UNK      MONUMENTED       SDDT
 OR1077  HISTORY     - 19910627 GOOD             NGS
 OR1077  HISTORY     - 20130116 GOOD             INDIV
 OR1077
 OR1077                          STATION DESCRIPTION
 OR1077
 OR1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1077'1.1 KM (0.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1077'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 122.8 M (402.9
 OR1077'FT) EAST-SOUTHEAST OF MILEPOST 236, 29.4 M (96.5 FT) NORTH-NORTHEAST
 OR1077'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0
 OR1077'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH-SOUTHWEST OF
 OR1077'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1077'SURFACE.
 OR1077
 OR1077                          STATION RECOVERY (2013)
 OR1077
 OR1077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1078 ***********************************************************************
 OR1078  DESIGNATION -  I90 235.4
 OR1078  PID         -  OR1078
 OR1078  STATE/COUNTY-  SD/LYMAN
 OR1078  COUNTRY     -  US
 OR1078  USGS QUAD   -  KENNEBEC (2017)
 OR1078
 OR1078                         *CURRENT SURVEY CONTROL
 OR1078  ______________________________________________________________________
 OR1078* NAD 83(1986) POSITION- 43 53 38.     (N) 099 51 53.     (W)   SCALED
 OR1078* NAVD 88 ORTHO HEIGHT -   525.391 (meters)     1723.72  (feet) ADJUSTED
 OR1078  ______________________________________________________________________
 OR1078  GEOID HEIGHT    -        -25.338 (meters)                     GEOID18
 OR1078  DYNAMIC HEIGHT  -        525.236 (meters)     1723.21  (feet) COMP
 OR1078  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 OR1078
 OR1078  VERT ORDER      -  FIRST     CLASS II
 OR1078
 OR1078.The horizontal coordinates were scaled from a map and have
 OR1078.an estimated accuracy of +/- 6 seconds.
 OR1078
 OR1078.The orthometric height was determined by differential leveling and
 OR1078.adjusted by the NATIONAL GEODETIC SURVEY
 OR1078.in September 1993.
 OR1078
 OR1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1078.GEOID18 height accuracy estimate available here.
 OR1078
 OR1078.Click photographs - Photos may exist for this station.
 OR1078
 OR1078.The dynamic height is computed by dividing the NAVD 88
 OR1078.geopotential number by the normal gravity value computed on the
 OR1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1078.degrees latitude (g = 980.6199 gals.).
 OR1078
 OR1078.The modeled gravity was interpolated from observed gravity values.
 OR1078
 OR1078;                    North         East    Units  Estimated Accuracy
 OR1078;SPC SD S     -   173,470.      637,650.      MT  (+/- 180 meters Scaled)
 OR1078
 OR1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP305604(NAD 83)
 OR1078
 OR1078                          SUPERSEDED SURVEY CONTROL
 OR1078
 OR1078.No superseded survey control is available for this station.
 OR1078
 OR1078_MARKER: P = PIPE CAP
 OR1078_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1078_MARK LOGO: NONE
 OR1078_PROJECTION: PROJECTING 10 CENTIMETERS
 OR1078_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1078+STABILITY: POSITION/ELEVATION WELL
 OR1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1078+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1078_ROD/PIPE-DEPTH: 12.8 meters
 OR1078_SLEEVE-DEPTH  : 3.0 meters
 OR1078
 OR1078  HISTORY     - Date     Condition        Report By
 OR1078  HISTORY     - 1981     MONUMENTED       SDDT
 OR1078  HISTORY     - 19910627 GOOD             NGS
 OR1078  HISTORY     - 20070214 GOOD             DUCKS
 OR1078  HISTORY     - 20130116 GOOD             INDIV
 OR1078
 OR1078                          STATION DESCRIPTION
 OR1078
 OR1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1078'0.1 KM (0.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1078'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 126.0 M (413.4
 OR1078'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OR1078'HIGHWAY, 36.3 M (119.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 OR1078'273, 25.3 M (83.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE EASTBOUND
 OR1078'ON RAMP, 6.0 M (19.7 FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW
 OR1078'THE LEVEL OF THE RAMP, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 OR1078'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW
 OR1078'CAP.  THE MARK IS UNSTAMPED.
 OR1078
 OR1078                          STATION RECOVERY (2007)
 OR1078
 OR1078'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (GLJ)
 OR1078'RECOVERED IN GOOD CONDITION.
 OR1078
 OR1078                          STATION RECOVERY (2013)
 OR1078
 OR1078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1076 ***********************************************************************
 OR1076  DESIGNATION -  I90 236.74
 OR1076  PID         -  OR1076
 OR1076  STATE/COUNTY-  SD/LYMAN
 OR1076  COUNTRY     -  US
 OR1076  USGS QUAD   -  KENNEBEC (2017)
 OR1076
 OR1076                         *CURRENT SURVEY CONTROL
 OR1076  ______________________________________________________________________
 OR1076* NAD 83(1986) POSITION- 43 53 18.     (N) 099 50 27.     (W)   SCALED
 OR1076* NAVD 88 ORTHO HEIGHT -   523.264 (meters)     1716.74  (feet) ADJUSTED
 OR1076  ______________________________________________________________________
 OR1076  GEOID HEIGHT    -        -25.364 (meters)                     GEOID18
 OR1076  DYNAMIC HEIGHT  -        523.110 (meters)     1716.24  (feet) COMP
 OR1076  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 OR1076
 OR1076  VERT ORDER      -  FIRST     CLASS II
 OR1076
 OR1076.The horizontal coordinates were scaled from a map and have
 OR1076.an estimated accuracy of +/- 6 seconds.
 OR1076
 OR1076.The orthometric height was determined by differential leveling and
 OR1076.adjusted by the NATIONAL GEODETIC SURVEY
 OR1076.in September 1993.
 OR1076
 OR1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1076.GEOID18 height accuracy estimate available here.
 OR1076
 OR1076.Click photographs - Photos may exist for this station.
 OR1076
 OR1076.The dynamic height is computed by dividing the NAVD 88
 OR1076.geopotential number by the normal gravity value computed on the
 OR1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1076.degrees latitude (g = 980.6199 gals.).
 OR1076
 OR1076.The modeled gravity was interpolated from observed gravity values.
 OR1076
 OR1076;                    North         East    Units  Estimated Accuracy
 OR1076;SPC SD S     -   172,870.      639,570.      MT  (+/- 180 meters Scaled)
 OR1076
 OR1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP324598(NAD 83)
 OR1076
 OR1076                          SUPERSEDED SURVEY CONTROL
 OR1076
 OR1076.No superseded survey control is available for this station.
 OR1076
 OR1076_MARKER: DB = BENCH MARK DISK
 OR1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1076_STAMPING: 90-236.74
 OR1076_MARK LOGO: SDDT
 OR1076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1076+STABILITY: SURFACE MOTION
 OR1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1076+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 OR1076
 OR1076  HISTORY     - Date     Condition        Report By
 OR1076  HISTORY     - UNK      MONUMENTED       SDDT
 OR1076  HISTORY     - 19910627 GOOD             NGS
 OR1076  HISTORY     - 20130122 GOOD             INDIV
 OR1076
 OR1076                          STATION DESCRIPTION
 OR1076
 OR1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1076'2.1 KM (1.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1076'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OR1076'OF 6 BRACED FENCE POSTS, 29.2 M (95.8 FT) NORTH-NORTHEAST OF THE
 OR1076'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.0 M (9.8 FT)
 OR1076'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A
 OR1076'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1076'SURFACE.
 OR1076
 OR1076                          STATION RECOVERY (2013)
 OR1076
 OR1076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1075 ***********************************************************************
 OR1075  DESIGNATION -  I90 237.64
 OR1075  PID         -  OR1075
 OR1075  STATE/COUNTY-  SD/LYMAN
 OR1075  COUNTRY     -  US
 OR1075  USGS QUAD   -  KENNEBEC (2017)
 OR1075
 OR1075                         *CURRENT SURVEY CONTROL
 OR1075  ______________________________________________________________________
 OR1075* NAD 83(1986) POSITION- 43 52 59.89   (N) 099 49 26.69   (W)   HD_HELD1
 OR1075* NAVD 88 ORTHO HEIGHT -   521.609 (meters)     1711.31  (feet) ADJUSTED
 OR1075  ______________________________________________________________________
 OR1075  GEOID HEIGHT    -        -25.386 (meters)                     GEOID18
 OR1075  DYNAMIC HEIGHT  -        521.456 (meters)     1710.81  (feet) COMP
 OR1075  MODELED GRAVITY -    980,308.6   (mgal)                       NAVD 88
 OR1075
 OR1075  VERT ORDER      -  FIRST     CLASS II
 OR1075
 OR1075.The horizontal coordinates were determined by differentially corrected
 OR1075.hand held GPS observations or other comparable positioning techniques
 OR1075.and have an estimated accuracy of +/- 3 meters.
 OR1075
 OR1075.The orthometric height was determined by differential leveling and
 OR1075.adjusted by the NATIONAL GEODETIC SURVEY
 OR1075.in September 1993.
 OR1075
 OR1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1075.GEOID18 height accuracy estimate available here.
 OR1075
 OR1075.Click photographs - Photos may exist for this station.
 OR1075
 OR1075.The dynamic height is computed by dividing the NAVD 88
 OR1075.geopotential number by the normal gravity value computed on the
 OR1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1075.degrees latitude (g = 980.6199 gals.).
 OR1075
 OR1075.The modeled gravity was interpolated from observed gravity values.
 OR1075
 OR1075;                    North         East    Units  Estimated Accuracy
 OR1075;SPC SD S     -   172,315.0     640,921.6     MT  (+/- 3 meters HH1 GPS) 
 OR1075
 OR1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3380059241(NAD 83)
 OR1075
 OR1075                          SUPERSEDED SURVEY CONTROL
 OR1075
 OR1075.No superseded survey control is available for this station.
 OR1075
 OR1075_MARKER: DB = BENCH MARK DISK
 OR1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1075_STAMPING: 90-237.64
 OR1075_MARK LOGO: SDDT
 OR1075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1075+STABILITY: SURFACE MOTION
 OR1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1075+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 OR1075
 OR1075  HISTORY     - Date     Condition        Report By
 OR1075  HISTORY     - UNK      MONUMENTED       SDDT
 OR1075  HISTORY     - 19910627 GOOD             NGS
 OR1075  HISTORY     - 20130122 GOOD             INDIV
 OR1075
 OR1075                          STATION DESCRIPTION
 OR1075
 OR1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1075'3.6 KM (2.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1075'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 47.0 M (154.2
 OR1075'FT) SOUTHEAST OF A FENCE CORNER, 29.5 M (96.8 FT) NORTHEAST OF THE
 OR1075'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.0 M (13.1 FT)
 OR1075'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 OR1075'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1075
 OR1075                          STATION RECOVERY (2013)
 OR1075
 OR1075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1074 ***********************************************************************
 OR1074  DESIGNATION -  I90 238.64
 OR1074  PID         -  OR1074
 OR1074  STATE/COUNTY-  SD/LYMAN
 OR1074  COUNTRY     -  US
 OR1074  USGS QUAD   -  KENNEBEC (2017)
 OR1074
 OR1074                         *CURRENT SURVEY CONTROL
 OR1074  ______________________________________________________________________
 OR1074* NAD 83(1986) POSITION- 43 52 41.     (N) 099 48 19.     (W)   SCALED
 OR1074* NAVD 88 ORTHO HEIGHT -   537.464 (meters)     1763.33  (feet) ADJUSTED
 OR1074  ______________________________________________________________________
 OR1074  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 OR1074  DYNAMIC HEIGHT  -        537.306 (meters)     1762.81  (feet) COMP
 OR1074  MODELED GRAVITY -    980,308.3   (mgal)                       NAVD 88
 OR1074
 OR1074  VERT ORDER      -  FIRST     CLASS II
 OR1074
 OR1074.The horizontal coordinates were scaled from a map and have
 OR1074.an estimated accuracy of +/- 6 seconds.
 OR1074
 OR1074.The orthometric height was determined by differential leveling and
 OR1074.adjusted by the NATIONAL GEODETIC SURVEY
 OR1074.in September 1993.
 OR1074
 OR1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1074.GEOID18 height accuracy estimate available here.
 OR1074
 OR1074.Click photographs - Photos may exist for this station.
 OR1074
 OR1074.The dynamic height is computed by dividing the NAVD 88
 OR1074.geopotential number by the normal gravity value computed on the
 OR1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1074.degrees latitude (g = 980.6199 gals.).
 OR1074
 OR1074.The modeled gravity was interpolated from observed gravity values.
 OR1074
 OR1074;                    North         East    Units  Estimated Accuracy
 OR1074;SPC SD S     -   171,740.      642,440.      MT  (+/- 180 meters Scaled)
 OR1074
 OR1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP353586(NAD 83)
 OR1074
 OR1074                          SUPERSEDED SURVEY CONTROL
 OR1074
 OR1074.No superseded survey control is available for this station.
 OR1074
 OR1074_MARKER: DB = BENCH MARK DISK
 OR1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1074_STAMPING: 90-238.64
 OR1074_MARK LOGO: SDDT
 OR1074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1074+STABILITY: SURFACE MOTION
 OR1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1074+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 OR1074
 OR1074  HISTORY     - Date     Condition        Report By
 OR1074  HISTORY     - UNK      MONUMENTED       SDDT
 OR1074  HISTORY     - 19910627 GOOD             NGS
 OR1074  HISTORY     - 20130122 GOOD             INDIV
 OR1074
 OR1074                          STATION DESCRIPTION
 OR1074
 OR1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1074'5.2 KM (3.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1074'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.2 M (95.8
 OR1074'FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OR1074'HIGHWAY, 1.2 M (3.9 FT) EAST-SOUTHEAST OF A T-FENCE CORNER, 0.5 M
 OR1074'(1.6 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 OR1074'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 OR1074'GROUND SURFACE.
 OR1074
 OR1074                          STATION RECOVERY (2013)
 OR1074
 OR1074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1073 ***********************************************************************
 OR1073  DESIGNATION -  I90 239.7
 OR1073  PID         -  OR1073
 OR1073  STATE/COUNTY-  SD/LYMAN
 OR1073  COUNTRY     -  US
 OR1073  USGS QUAD   -  KENNEBEC (2017)
 OR1073
 OR1073                         *CURRENT SURVEY CONTROL
 OR1073  ______________________________________________________________________
 OR1073* NAD 83(1986) POSITION- 43 52 35.     (N) 099 47 01.     (W)   SCALED
 OR1073* NAVD 88 ORTHO HEIGHT -   554.834 (meters)     1820.32  (feet) ADJUSTED
 OR1073  ______________________________________________________________________
 OR1073  GEOID HEIGHT    -        -25.413 (meters)                     GEOID18
 OR1073  DYNAMIC HEIGHT  -        554.672 (meters)     1819.79  (feet) COMP
 OR1073  MODELED GRAVITY -    980,309.1   (mgal)                       NAVD 88
 OR1073
 OR1073  VERT ORDER      -  FIRST     CLASS II
 OR1073
 OR1073.The horizontal coordinates were scaled from a map and have
 OR1073.an estimated accuracy of +/- 6 seconds.
 OR1073
 OR1073.The orthometric height was determined by differential leveling and
 OR1073.adjusted by the NATIONAL GEODETIC SURVEY
 OR1073.in September 1993.
 OR1073
 OR1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1073.GEOID18 height accuracy estimate available here.
 OR1073
 OR1073.Click photographs - Photos may exist for this station.
 OR1073
 OR1073.The dynamic height is computed by dividing the NAVD 88
 OR1073.geopotential number by the normal gravity value computed on the
 OR1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1073.degrees latitude (g = 980.6199 gals.).
 OR1073
 OR1073.The modeled gravity was interpolated from observed gravity values.
 OR1073
 OR1073;                    North         East    Units  Estimated Accuracy
 OR1073;SPC SD S     -   171,570.      644,180.      MT  (+/- 180 meters Scaled)
 OR1073
 OR1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP370584(NAD 83)
 OR1073
 OR1073                          SUPERSEDED SURVEY CONTROL
 OR1073
 OR1073.No superseded survey control is available for this station.
 OR1073
 OR1073_MARKER: P = PIPE CAP
 OR1073_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1073_MARK LOGO: NONE
 OR1073_PROJECTION: PROJECTING 10 CENTIMETERS
 OR1073_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1073+STABILITY: POSITION/ELEVATION WELL
 OR1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1073+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 OR1073_ROD/PIPE-DEPTH: 12.8 meters
 OR1073_SLEEVE-DEPTH  : 3.0 meters
 OR1073
 OR1073  HISTORY     - Date     Condition        Report By
 OR1073  HISTORY     - 1981     MONUMENTED       SDDT
 OR1073  HISTORY     - 19910627 GOOD             NGS
 OR1073  HISTORY     - 20130122 GOOD             INDIV
 OR1073
 OR1073                          STATION DESCRIPTION
 OR1073
 OR1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1073'7.0 KM (4.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1073'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 47.7 M (156.5
 OR1073'FT) EAST OF A BRACED FENCE POST, 31.3 M (102.7 FT) SOUTH OF THE
 OR1073'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 OR1073'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 OR1073'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OR1073'PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OR1073
 OR1073                          STATION RECOVERY (2013)
 OR1073
 OR1073'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1072 ***********************************************************************
 OR1072  DESIGNATION -  I90 240.63
 OR1072  PID         -  OR1072
 OR1072  STATE/COUNTY-  SD/LYMAN
 OR1072  COUNTRY     -  US
 OR1072  USGS QUAD   -  KENNEBEC (2017)
 OR1072
 OR1072                         *CURRENT SURVEY CONTROL
 OR1072  ______________________________________________________________________
 OR1072* NAD 83(1986) POSITION- 43 52 38.     (N) 099 45 46.     (W)   SCALED
 OR1072* NAVD 88 ORTHO HEIGHT -   554.977 (meters)     1820.79  (feet) ADJUSTED
 OR1072  ______________________________________________________________________
 OR1072  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 OR1072  DYNAMIC HEIGHT  -        554.815 (meters)     1820.26  (feet) COMP
 OR1072  MODELED GRAVITY -    980,310.4   (mgal)                       NAVD 88
 OR1072
 OR1072  VERT ORDER      -  FIRST     CLASS II
 OR1072
 OR1072.The horizontal coordinates were scaled from a map and have
 OR1072.an estimated accuracy of +/- 6 seconds.
 OR1072
 OR1072.The orthometric height was determined by differential leveling and
 OR1072.adjusted by the NATIONAL GEODETIC SURVEY
 OR1072.in September 1993.
 OR1072
 OR1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1072.GEOID18 height accuracy estimate available here.
 OR1072
 OR1072.Click photographs - Photos may exist for this station.
 OR1072
 OR1072.The dynamic height is computed by dividing the NAVD 88
 OR1072.geopotential number by the normal gravity value computed on the
 OR1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1072.degrees latitude (g = 980.6199 gals.).
 OR1072
 OR1072.The modeled gravity was interpolated from observed gravity values.
 OR1072
 OR1072;                    North         East    Units  Estimated Accuracy
 OR1072;SPC SD S     -   171,670.      645,850.      MT  (+/- 180 meters Scaled)
 OR1072
 OR1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP387585(NAD 83)
 OR1072
 OR1072                          SUPERSEDED SURVEY CONTROL
 OR1072
 OR1072.No superseded survey control is available for this station.
 OR1072
 OR1072_MARKER: DB = BENCH MARK DISK
 OR1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1072_STAMPING: 90-240.63
 OR1072_MARK LOGO: SDDT
 OR1072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1072+STABILITY: SURFACE MOTION
 OR1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1072+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 OR1072
 OR1072  HISTORY     - Date     Condition        Report By
 OR1072  HISTORY     - UNK      MONUMENTED       SDDT
 OR1072  HISTORY     - 19910627 GOOD             NGS
 OR1072  HISTORY     - 20130122 GOOD             INDIV
 OR1072
 OR1072                          STATION DESCRIPTION
 OR1072
 OR1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1072'8.4 KM (5.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1072'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 28.8 M (94.5
 OR1072'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1072'0.7 M (2.3 FT) SOUTH OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE
 OR1072'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE
 OR1072'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1072
 OR1072                          STATION RECOVERY (2013)
 OR1072
 OR1072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1071 ***********************************************************************
 OR1071  DESIGNATION -  I90 241.38
 OR1071  PID         -  OR1071
 OR1071  STATE/COUNTY-  SD/LYMAN
 OR1071  COUNTRY     -  US
 OR1071  USGS QUAD   -  KENNEBEC (2017)
 OR1071
 OR1071                         *CURRENT SURVEY CONTROL
 OR1071  ______________________________________________________________________
 OR1071* NAD 83(1986) POSITION- 43 52 38.     (N) 099 45 02.     (W)   SCALED
 OR1071* NAVD 88 ORTHO HEIGHT -   539.731 (meters)     1770.77  (feet) ADJUSTED
 OR1071  ______________________________________________________________________
 OR1071  GEOID HEIGHT    -        -25.409 (meters)                     GEOID18
 OR1071  DYNAMIC HEIGHT  -        539.574 (meters)     1770.25  (feet) COMP
 OR1071  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 OR1071
 OR1071  VERT ORDER      -  FIRST     CLASS II
 OR1071
 OR1071.The horizontal coordinates were scaled from a map and have
 OR1071.an estimated accuracy of +/- 6 seconds.
 OR1071
 OR1071.The orthometric height was determined by differential leveling and
 OR1071.adjusted by the NATIONAL GEODETIC SURVEY
 OR1071.in September 1993.
 OR1071
 OR1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1071.GEOID18 height accuracy estimate available here.
 OR1071
 OR1071.Click photographs - Photos may exist for this station.
 OR1071
 OR1071.The dynamic height is computed by dividing the NAVD 88
 OR1071.geopotential number by the normal gravity value computed on the
 OR1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1071.degrees latitude (g = 980.6199 gals.).
 OR1071
 OR1071.The modeled gravity was interpolated from observed gravity values.
 OR1071
 OR1071;                    North         East    Units  Estimated Accuracy
 OR1071;SPC SD S     -   171,680.      646,830.      MT  (+/- 180 meters Scaled)
 OR1071
 OR1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP397585(NAD 83)
 OR1071
 OR1071                          SUPERSEDED SURVEY CONTROL
 OR1071
 OR1071.No superseded survey control is available for this station.
 OR1071
 OR1071_MARKER: DB = BENCH MARK DISK
 OR1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1071_STAMPING: 90-241.38
 OR1071_MARK LOGO: SDDT
 OR1071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1071+STABILITY: SURFACE MOTION
 OR1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1071+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 OR1071
 OR1071  HISTORY     - Date     Condition        Report By
 OR1071  HISTORY     - UNK      MONUMENTED       SDDT
 OR1071  HISTORY     - 19910627 GOOD             NGS
 OR1071  HISTORY     - 20130122 GOOD             INDIV
 OR1071
 OR1071                          STATION DESCRIPTION
 OR1071
 OR1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1071'9.6 KM (6.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1071'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 26.5 M (86.9
 OR1071'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1071'0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND A T-FENCE CORNER, 0.3 M
 OR1071'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 OR1071'WITH THE GROUND SURFACE.
 OR1071
 OR1071                          STATION RECOVERY (2013)
 OR1071
 OR1071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1070 ***********************************************************************
 OR1070  DESIGNATION -  I90 242.0
 OR1070  PID         -  OR1070
 OR1070  STATE/COUNTY-  SD/LYMAN
 OR1070  COUNTRY     -  US
 OR1070  USGS QUAD   -  RELIANCE SW (2017)
 OR1070
 OR1070                         *CURRENT SURVEY CONTROL
 OR1070  ______________________________________________________________________
 OR1070* NAD 83(1986) POSITION- 43 52 29.     (N) 099 44 16.     (W)   SCALED
 OR1070* NAVD 88 ORTHO HEIGHT -   540.609 (meters)     1773.65  (feet) ADJUSTED
 OR1070  ______________________________________________________________________
 OR1070  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 OR1070  DYNAMIC HEIGHT  -        540.451 (meters)     1773.13  (feet) COMP
 OR1070  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 OR1070
 OR1070  VERT ORDER      -  FIRST     CLASS II
 OR1070
 OR1070.The horizontal coordinates were scaled from a map and have
 OR1070.an estimated accuracy of +/- 6 seconds.
 OR1070
 OR1070.The orthometric height was determined by differential leveling and
 OR1070.adjusted by the NATIONAL GEODETIC SURVEY
 OR1070.in September 1993.
 OR1070
 OR1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1070.GEOID18 height accuracy estimate available here.
 OR1070
 OR1070.Click photographs - Photos may exist for this station.
 OR1070
 OR1070.The dynamic height is computed by dividing the NAVD 88
 OR1070.geopotential number by the normal gravity value computed on the
 OR1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1070.degrees latitude (g = 980.6199 gals.).
 OR1070
 OR1070.The modeled gravity was interpolated from observed gravity values.
 OR1070
 OR1070;                    North         East    Units  Estimated Accuracy
 OR1070;SPC SD S     -   171,410.      647,860.      MT  (+/- 180 meters Scaled)
 OR1070
 OR1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP407582(NAD 83)
 OR1070
 OR1070                          SUPERSEDED SURVEY CONTROL
 OR1070
 OR1070.No superseded survey control is available for this station.
 OR1070
 OR1070_MARKER: P = PIPE CAP
 OR1070_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1070_MARK LOGO: NONE
 OR1070_PROJECTION: FLUSH
 OR1070_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1070+STABILITY: POSITION/ELEVATION WELL
 OR1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1070+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 OR1070_ROD/PIPE-DEPTH: 12.8 meters
 OR1070_SLEEVE-DEPTH  : 3.0 meters
 OR1070
 OR1070  HISTORY     - Date     Condition        Report By
 OR1070  HISTORY     - UNK      MONUMENTED       SDDT
 OR1070  HISTORY     - 19910627 GOOD             NGS
 OR1070  HISTORY     - 20130122 GOOD             INDIV
 OR1070
 OR1070                          STATION DESCRIPTION
 OR1070
 OR1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1070'10.6 KM (6.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1070'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 0.3 KM (0.2 MI)
 OR1070'EAST-SOUTHEAST OF THE EAST END OF BRIDGE NUMBER 43-313-221 (EXIT
 OR1070'241), 85.6 M (280.8 FT) WEST OF A FENCE CORNER, 69.0 M (226.4 FT)
 OR1070'SOUTHEAST OF MILEPOST 242, 54.0 M (177.2 FT) SOUTHWEST OF THE
 OR1070'CENTERLINE OF THE HIGHWAY, 48.1 M (157.8 FT) EAST OF A FENCE BRACE
 OR1070'POST, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 OR1070'NORTHWEST OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A FENCE.
 OR1070'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OR1070'THE MARK IS UNSTAMPED.
 OR1070
 OR1070                          STATION RECOVERY (2013)
 OR1070
 OR1070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1069 ***********************************************************************
 OR1069  DESIGNATION -  I90 242.68
 OR1069  PID         -  OR1069
 OR1069  STATE/COUNTY-  SD/LYMAN
 OR1069  COUNTRY     -  US
 OR1069  USGS QUAD   -  RELIANCE SW (2017)
 OR1069
 OR1069                         *CURRENT SURVEY CONTROL
 OR1069  ______________________________________________________________________
 OR1069* NAD 83(1986) POSITION- 43 52 21.     (N) 099 43 31.     (W)   SCALED
 OR1069* NAVD 88 ORTHO HEIGHT -   545.983 (meters)     1791.28  (feet) ADJUSTED
 OR1069  ______________________________________________________________________
 OR1069  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 OR1069  DYNAMIC HEIGHT  -        545.824 (meters)     1790.76  (feet) COMP
 OR1069  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 OR1069
 OR1069  VERT ORDER      -  FIRST     CLASS II
 OR1069
 OR1069.The horizontal coordinates were scaled from a map and have
 OR1069.an estimated accuracy of +/- 6 seconds.
 OR1069
 OR1069.The orthometric height was determined by differential leveling and
 OR1069.adjusted by the NATIONAL GEODETIC SURVEY
 OR1069.in September 1993.
 OR1069
 OR1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1069.GEOID18 height accuracy estimate available here.
 OR1069
 OR1069.Click photographs - Photos may exist for this station.
 OR1069
 OR1069.The dynamic height is computed by dividing the NAVD 88
 OR1069.geopotential number by the normal gravity value computed on the
 OR1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1069.degrees latitude (g = 980.6199 gals.).
 OR1069
 OR1069.The modeled gravity was interpolated from observed gravity values.
 OR1069
 OR1069;                    North         East    Units  Estimated Accuracy
 OR1069;SPC SD S     -   171,170.      648,870.      MT  (+/- 180 meters Scaled)
 OR1069
 OR1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP417579(NAD 83)
 OR1069
 OR1069                          SUPERSEDED SURVEY CONTROL
 OR1069
 OR1069.No superseded survey control is available for this station.
 OR1069
 OR1069_MARKER: DB = BENCH MARK DISK
 OR1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1069_STAMPING: 90-242.68
 OR1069_MARK LOGO: SDDT
 OR1069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1069+STABILITY: SURFACE MOTION
 OR1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1069+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1069
 OR1069  HISTORY     - Date     Condition        Report By
 OR1069  HISTORY     - UNK      MONUMENTED       SDDT
 OR1069  HISTORY     - 19910627 GOOD             NGS
 OR1069  HISTORY     - 20130116 GOOD             INDIV
 OR1069
 OR1069                          STATION DESCRIPTION
 OR1069
 OR1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1069'11.7 KM (7.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1069'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.2 M (95.8
 OR1069'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OR1069'HIGHWAY, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 OR1069'FT) SOUTHWEST OF A WITNESS POST AND T-FENCE CORNER, AND THE MONUMENT
 OR1069'IS FLUSH WITH THE GROUND SURFACE.
 OR1069
 OR1069                          STATION RECOVERY (2013)
 OR1069
 OR1069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1068 ***********************************************************************
 OR1068  DESIGNATION -  I90 243.33
 OR1068  PID         -  OR1068
 OR1068  STATE/COUNTY-  SD/LYMAN
 OR1068  COUNTRY     -  US
 OR1068  USGS QUAD   -  RELIANCE SW (2017)
 OR1068
 OR1068                         *CURRENT SURVEY CONTROL
 OR1068  ______________________________________________________________________
 OR1068* NAD 83(1986) POSITION- 43 52 10.     (N) 099 42 48.     (W)   SCALED
 OR1068* NAVD 88 ORTHO HEIGHT -   538.985 (meters)     1768.32  (feet) ADJUSTED
 OR1068  ______________________________________________________________________
 OR1068  GEOID HEIGHT    -        -25.440 (meters)                     GEOID18
 OR1068  DYNAMIC HEIGHT  -        538.828 (meters)     1767.80  (feet) COMP
 OR1068  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 OR1068
 OR1068  VERT ORDER      -  FIRST     CLASS II
 OR1068
 OR1068.The horizontal coordinates were scaled from a map and have
 OR1068.an estimated accuracy of +/- 6 seconds.
 OR1068
 OR1068.The orthometric height was determined by differential leveling and
 OR1068.adjusted by the NATIONAL GEODETIC SURVEY
 OR1068.in September 1993.
 OR1068
 OR1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1068.GEOID18 height accuracy estimate available here.
 OR1068
 OR1068.Click photographs - Photos may exist for this station.
 OR1068
 OR1068.The dynamic height is computed by dividing the NAVD 88
 OR1068.geopotential number by the normal gravity value computed on the
 OR1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1068.degrees latitude (g = 980.6199 gals.).
 OR1068
 OR1068.The modeled gravity was interpolated from observed gravity values.
 OR1068
 OR1068;                    North         East    Units  Estimated Accuracy
 OR1068;SPC SD S     -   170,840.      649,830.      MT  (+/- 180 meters Scaled)
 OR1068
 OR1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP426576(NAD 83)
 OR1068
 OR1068                          SUPERSEDED SURVEY CONTROL
 OR1068
 OR1068.No superseded survey control is available for this station.
 OR1068
 OR1068_MARKER: DB = BENCH MARK DISK
 OR1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1068_STAMPING: 90-243.33
 OR1068_MARK LOGO: SDDT
 OR1068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1068+STABILITY: SURFACE MOTION
 OR1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1068+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1068
 OR1068  HISTORY     - Date     Condition        Report By
 OR1068  HISTORY     - UNK      MONUMENTED       SDDT
 OR1068  HISTORY     - 19910627 GOOD             NGS
 OR1068  HISTORY     - 20130116 GOOD             INDIV
 OR1068
 OR1068                          STATION DESCRIPTION
 OR1068
 OR1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1068'12.7 KM (7.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1068'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OR1068'OF 3 BRACED FENCE POSTS, 29.0 M (95.1 FT) NORTH-NORTHEAST OF THE
 OR1068'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 OR1068'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH-SOUTHWEST OF A
 OR1068'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1068'SURFACE.
 OR1068
 OR1068                          STATION RECOVERY (2013)
 OR1068
 OR1068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1067 ***********************************************************************
 OR1067  DESIGNATION -  I90 244.24
 OR1067  PID         -  OR1067
 OR1067  STATE/COUNTY-  SD/LYMAN
 OR1067  COUNTRY     -  US
 OR1067  USGS QUAD   -  RELIANCE SW (2017)
 OR1067
 OR1067                         *CURRENT SURVEY CONTROL
 OR1067  ______________________________________________________________________
 OR1067* NAD 83(1986) POSITION- 43 52 09.     (N) 099 41 43.     (W)   SCALED
 OR1067* NAVD 88 ORTHO HEIGHT -   544.540 (meters)     1786.55  (feet) ADJUSTED
 OR1067  ______________________________________________________________________
 OR1067  GEOID HEIGHT    -        -25.440 (meters)                     GEOID18
 OR1067  DYNAMIC HEIGHT  -        544.382 (meters)     1786.03  (feet) COMP
 OR1067  MODELED GRAVITY -    980,311.6   (mgal)                       NAVD 88
 OR1067
 OR1067  VERT ORDER      -  FIRST     CLASS II
 OR1067
 OR1067.The horizontal coordinates were scaled from a map and have
 OR1067.an estimated accuracy of +/- 6 seconds.
 OR1067
 OR1067.The orthometric height was determined by differential leveling and
 OR1067.adjusted by the NATIONAL GEODETIC SURVEY
 OR1067.in September 1993.
 OR1067
 OR1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1067.GEOID18 height accuracy estimate available here.
 OR1067
 OR1067.Click photographs - Photos may exist for this station.
 OR1067
 OR1067.The dynamic height is computed by dividing the NAVD 88
 OR1067.geopotential number by the normal gravity value computed on the
 OR1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1067.degrees latitude (g = 980.6199 gals.).
 OR1067
 OR1067.The modeled gravity was interpolated from observed gravity values.
 OR1067
 OR1067;                    North         East    Units  Estimated Accuracy
 OR1067;SPC SD S     -   170,820.      651,280.      MT  (+/- 180 meters Scaled)
 OR1067
 OR1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP441575(NAD 83)
 OR1067
 OR1067                          SUPERSEDED SURVEY CONTROL
 OR1067
 OR1067.No superseded survey control is available for this station.
 OR1067
 OR1067_MARKER: DB = BENCH MARK DISK
 OR1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1067_STAMPING: 90-244.24
 OR1067_MARK LOGO: SDDT
 OR1067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1067+STABILITY: SURFACE MOTION
 OR1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1067+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1067
 OR1067  HISTORY     - Date     Condition        Report By
 OR1067  HISTORY     - UNK      MONUMENTED       SDDT
 OR1067  HISTORY     - 19910627 GOOD             NGS
 OR1067  HISTORY     - 20130116 GOOD             INDIV
 OR1067
 OR1067                          STATION DESCRIPTION
 OR1067
 OR1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1067'14.2 KM (8.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1067'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.9 M (98.1
 OR1067'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1067'0.7 M (2.3 FT) SOUTH OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE
 OR1067'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE
 OR1067'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1067
 OR1067                          STATION RECOVERY (2013)
 OR1067
 OR1067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1066 ***********************************************************************
 OR1066  CBN         -  This is a Cooperative Base Network Control Station.
 OR1066  DESIGNATION -  I90 244.5
 OR1066  PID         -  OR1066
 OR1066  STATE/COUNTY-  SD/LYMAN
 OR1066  COUNTRY     -  US
 OR1066  USGS QUAD   -  RELIANCE SW (2017)
 OR1066
 OR1066                         *CURRENT SURVEY CONTROL
 OR1066  ______________________________________________________________________
 OR1066* NAD 83(2011) POSITION- 43 52 05.73681(N) 099 41 24.93132(W)   ADJUSTED
 OR1066* NAD 83(2011) ELLIP HT-   519.934 (meters)        (06/27/12)   ADJUSTED
 OR1066* NAD 83(2011) EPOCH   -  2010.00
 OR1066* NAVD 88 ORTHO HEIGHT -   545.367 (meters)     1789.26  (feet) ADJUSTED
 OR1066  ______________________________________________________________________
 OR1066  GEOID HEIGHT    -        -25.443 (meters)                     GEOID18
 OR1066  NAD 83(2011) X  -   -775,291.394 (meters)                     COMP
 OR1066  NAD 83(2011) Y  - -4,540,289.257 (meters)                     COMP
 OR1066  NAD 83(2011) Z  -  4,397,910.744 (meters)                     COMP
 OR1066  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 OR1066  DYNAMIC HEIGHT  -        545.208 (meters)     1788.74  (feet) COMP
 OR1066  MODELED GRAVITY -    980,311.6   (mgal)                       NAVD 88
 OR1066
 OR1066  VERT ORDER      -  FIRST     CLASS II
 OR1066
 OR1066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1066  Standards:
 OR1066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1066  -------------------------------------------------------------------
 OR1066  NETWORK    0.61   1.14           0.29   0.18   0.58      0.06129252
 OR1066  -------------------------------------------------------------------
 OR1066  Click here for local accuracies and other accuracy information.
 OR1066
 OR1066.The horizontal coordinates were established by GPS observations
 OR1066.and adjusted by the National Geodetic Survey in June 2012.
 OR1066
 OR1066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1066.been affixed to the stable North American tectonic plate. See 
 OR1066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1066
 OR1066.The horizontal coordinates are valid at the epoch date displayed above
 OR1066.which is a decimal equivalence of Year/Month/Day.
 OR1066
 OR1066.The orthometric height was determined by differential leveling and
 OR1066.adjusted by the NATIONAL GEODETIC SURVEY
 OR1066.in September 1993.
 OR1066
 OR1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1066.GEOID18 height accuracy estimate available here.
 OR1066
 OR1066.Click photographs - Photos may exist for this station.
 OR1066
 OR1066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1066
 OR1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1066
 OR1066.The ellipsoidal height was determined by GPS observations
 OR1066.and is referenced to NAD 83.
 OR1066
 OR1066.The dynamic height is computed by dividing the NAVD 88
 OR1066.geopotential number by the normal gravity value computed on the
 OR1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1066.degrees latitude (g = 980.6199 gals.).
 OR1066
 OR1066.The modeled gravity was interpolated from observed gravity values.
 OR1066
 OR1066. The following values were computed from the NAD 83(2011) position.
 OR1066
 OR1066;                    North         East     Units Scale Factor Converg.
 OR1066;SPC SD S     -   170,718.424   651,687.718   MT  0.99991636   +0 26 37.1
 OR1066;SPC SD S     -   560,098.70  2,138,078.79   sFT  0.99991636   +0 26 37.1
 OR1066;UTM  14      - 4,857,472.495   444,536.763   MT  0.99963783   -0 28 42.1
 OR1066
 OR1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1066!SPC SD S     -   0.99991848  x   0.99991636  =   0.99983484
 OR1066!UTM  14      -   0.99991848  x   0.99963783  =   0.99955634
 OR1066
 OR1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4453657472(NAD 83)
 OR1066
 OR1066                          SUPERSEDED SURVEY CONTROL
 OR1066
 OR1066  NAD 83(2007)-  43 52 05.73604(N)    099 41 24.93210(W) AD(2002.00) 0
 OR1066  ELLIP H (02/10/07)  519.959  (m)                       GP(2002.00)    
 OR1066  NAD 83(1996)-  43 52 05.73672(N)    099 41 24.93201(W) AD(       ) B
 OR1066  ELLIP H (06/30/05)  519.960  (m)                       GP(       ) 3 1
 OR1066  ELLIP H (04/15/04)  519.920  (m)                       GP(       ) 2 1
 OR1066  NAD 83(1996)-  43 52 05.73384(N)    099 41 24.93142(W) AD(       ) B
 OR1066  ELLIP H (04/18/97)  519.986  (m)                       GP(       ) 4 1
 OR1066  NAVD 88             545.37   (m)         1789.3    (f) LEVELING    3  
 OR1066
 OR1066.Superseded values are not recommended for survey control.
 OR1066
 OR1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1066.See file dsdata.pdf to determine how the superseded data were derived.
 OR1066
 OR1066_MARKER: Z = SEE DESCRIPTION
 OR1066_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1066_MARK LOGO: NONE
 OR1066_PROJECTION: FLUSH
 OR1066_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1066+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1066_ROD/PIPE-DEPTH: 12.8 meters
 OR1066_SLEEVE-DEPTH  : 1.8 meters
 OR1066
 OR1066  HISTORY     - Date     Condition        Report By
 OR1066  HISTORY     - 1981     MONUMENTED       SDDT
 OR1066  HISTORY     - 19910627 GOOD             NGS
 OR1066  HISTORY     - 19960813 GOOD             NGS
 OR1066  HISTORY     - 20040816 GOOD             SDDT
 OR1066  HISTORY     - 20130116 GOOD             INDIV
 OR1066
 OR1066                          STATION DESCRIPTION
 OR1066
 OR1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1066'14.6 KM (9.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1066'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 0.3 KM (0.2 MI)
 OR1066'WEST OF THE WEST END OF BRIDGE NUMBER 43-340-225, 35.8 M (117.5 FT)
 OR1066'WEST OF THE MOST WESTERLY OF 6 BRACED FENCE POSTS, 29.6 M (97.1 FT)
 OR1066'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.5 M
 OR1066'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF
 OR1066'A WITNESS POST AND FENCE.  THE MARK IS UNSTAMPED.
 OR1066
 OR1066                          STATION RECOVERY (1996)
 OR1066
 OR1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1066'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST OF KENNEBEC, ON
 OR1066'INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 OR1066'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE
 OR1066'HIGHWAY 273 (EXIT 235) IN KENNEBEC, GO EAST ON INTERSTATE 90 FOR 9.1
 OR1066'MI (14.6 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 OR1066'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 OR1066'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 0.2 MI (0.3
 OR1066'KM) WEST OF THE WEST END OF BRIDGE NUMBER 43-340-225, 117.5 FT (35.8
 OR1066'M) WEST OF THE MOST WESTERLY OF 6 BRACED FENCE POSTS, 97.1 FT (29.6 M)
 OR1066'SOUTH OF THE CENTERLINE OF THE EASTBOUND HIGHWAY, 4.9 FT (1.5 M) BELOW
 OR1066'THE LEVEL OF THE HIGHWAY, AND 1.0 FT (0.3 M) NORTH OF A WITNESS POST
 OR1066'AND FENCE.  NOTE ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC
 OR1066'SCREW CAP.  THE MARK IS UNSTAMPED.
 OR1066
 OR1066                          STATION RECOVERY (2004)
 OR1066
 OR1066'RECOVERY NOTE BY SD DEPT OF TRANSP 2004 (RAH)
 OR1066'RECOVERED AS DESCRIBED.
 OR1066
 OR1066                          STATION RECOVERY (2013)
 OR1066
 OR1066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1065 ***********************************************************************
 OR1065  DESIGNATION -  I90 245.22
 OR1065  PID         -  OR1065
 OR1065  STATE/COUNTY-  SD/LYMAN
 OR1065  COUNTRY     -  US
 OR1065  USGS QUAD   -  RELIANCE SW (2017)
 OR1065
 OR1065                         *CURRENT SURVEY CONTROL
 OR1065  ______________________________________________________________________
 OR1065* NAD 83(1986) POSITION- 43 52 09.     (N) 099 40 31.     (W)   SCALED
 OR1065* NAVD 88 ORTHO HEIGHT -   545.076 (meters)     1788.30  (feet) ADJUSTED
 OR1065  ______________________________________________________________________
 OR1065  GEOID HEIGHT    -        -25.438 (meters)                     GEOID18
 OR1065  DYNAMIC HEIGHT  -        544.918 (meters)     1787.79  (feet) COMP
 OR1065  MODELED GRAVITY -    980,312.6   (mgal)                       NAVD 88
 OR1065
 OR1065  VERT ORDER      -  FIRST     CLASS II
 OR1065
 OR1065.The horizontal coordinates were scaled from a map and have
 OR1065.an estimated accuracy of +/- 6 seconds.
 OR1065
 OR1065.The orthometric height was determined by differential leveling and
 OR1065.adjusted by the NATIONAL GEODETIC SURVEY
 OR1065.in September 1993.
 OR1065
 OR1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1065.GEOID18 height accuracy estimate available here.
 OR1065
 OR1065.Click photographs - Photos may exist for this station.
 OR1065
 OR1065.The dynamic height is computed by dividing the NAVD 88
 OR1065.geopotential number by the normal gravity value computed on the
 OR1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1065.degrees latitude (g = 980.6199 gals.).
 OR1065
 OR1065.The modeled gravity was interpolated from observed gravity values.
 OR1065
 OR1065;                    North         East    Units  Estimated Accuracy
 OR1065;SPC SD S     -   170,830.      652,890.      MT  (+/- 180 meters Scaled)
 OR1065
 OR1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP457575(NAD 83)
 OR1065
 OR1065                          SUPERSEDED SURVEY CONTROL
 OR1065
 OR1065.No superseded survey control is available for this station.
 OR1065
 OR1065_MARKER: DB = BENCH MARK DISK
 OR1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1065_STAMPING: 90-245.22
 OR1065_MARK LOGO: SDDT
 OR1065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1065+STABILITY: SURFACE MOTION
 OR1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1065+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1065
 OR1065  HISTORY     - Date     Condition        Report By
 OR1065  HISTORY     - UNK      MONUMENTED       SDDT
 OR1065  HISTORY     - 19910627 GOOD             NGS
 OR1065  HISTORY     - 20130116 GOOD             INDIV
 OR1065
 OR1065                          STATION DESCRIPTION
 OR1065
 OR1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1065'15.8 KM (9.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1065'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 27.1 M (88.9
 OR1065'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1065'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 OR1065'FLUSH WITH THE GROUND SURFACE.
 OR1065
 OR1065                          STATION RECOVERY (2013)
 OR1065
 OR1065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1064 ***********************************************************************
 OR1064  DESIGNATION -  I90 245.72
 OR1064  PID         -  OR1064
 OR1064  STATE/COUNTY-  SD/LYMAN
 OR1064  COUNTRY     -  US
 OR1064  USGS QUAD   -  RELIANCE SW (2017)
 OR1064
 OR1064                         *CURRENT SURVEY CONTROL
 OR1064  ______________________________________________________________________
 OR1064* NAD 83(1986) POSITION- 43 52 08.     (N) 099 39 55.     (W)   SCALED
 OR1064* NAVD 88 ORTHO HEIGHT -   544.324 (meters)     1785.84  (feet) ADJUSTED
 OR1064  ______________________________________________________________________
 OR1064  GEOID HEIGHT    -        -25.437 (meters)                     GEOID18
 OR1064  DYNAMIC HEIGHT  -        544.166 (meters)     1785.32  (feet) COMP
 OR1064  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 OR1064
 OR1064  VERT ORDER      -  FIRST     CLASS II
 OR1064
 OR1064.The horizontal coordinates were scaled from a map and have
 OR1064.an estimated accuracy of +/- 6 seconds.
 OR1064
 OR1064.The orthometric height was determined by differential leveling and
 OR1064.adjusted by the NATIONAL GEODETIC SURVEY
 OR1064.in September 1993.
 OR1064
 OR1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1064.GEOID18 height accuracy estimate available here.
 OR1064
 OR1064.Click photographs - Photos may exist for this station.
 OR1064
 OR1064.The dynamic height is computed by dividing the NAVD 88
 OR1064.geopotential number by the normal gravity value computed on the
 OR1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1064.degrees latitude (g = 980.6199 gals.).
 OR1064
 OR1064.The modeled gravity was interpolated from observed gravity values.
 OR1064
 OR1064;                    North         East    Units  Estimated Accuracy
 OR1064;SPC SD S     -   170,800.      653,700.      MT  (+/- 180 meters Scaled)
 OR1064
 OR1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP465575(NAD 83)
 OR1064
 OR1064                          SUPERSEDED SURVEY CONTROL
 OR1064
 OR1064.No superseded survey control is available for this station.
 OR1064
 OR1064_MARKER: DB = BENCH MARK DISK
 OR1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1064_STAMPING: 90-245.72
 OR1064_MARK LOGO: SDDT
 OR1064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1064+STABILITY: SURFACE MOTION
 OR1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1064+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1064
 OR1064  HISTORY     - Date     Condition        Report By
 OR1064  HISTORY     - UNK      MONUMENTED       SDDT
 OR1064  HISTORY     - 19910627 GOOD             NGS
 OR1064  HISTORY     - 20130116 GOOD             INDIV
 OR1064
 OR1064                          STATION DESCRIPTION
 OR1064
 OR1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1064'16.6 KM (10.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1064'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 29.1 M (95.5
 OR1064'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1064'7.0 M (23.0 FT) EAST OF THE EXTENDED CENTER OF A SECTION LINE ROAD,
 OR1064'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 OR1064'FLUSH WITH THE GROUND SURFACE.
 OR1064
 OR1064                          STATION RECOVERY (2013)
 OR1064
 OR1064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1063 ***********************************************************************
 OR1063  DESIGNATION -  I90 246.43
 OR1063  PID         -  OR1063
 OR1063  STATE/COUNTY-  SD/LYMAN
 OR1063  COUNTRY     -  US
 OR1063  USGS QUAD   -  RELIANCE SW (2017)
 OR1063
 OR1063                         *CURRENT SURVEY CONTROL
 OR1063  ______________________________________________________________________
 OR1063* NAD 83(1986) POSITION- 43 52 09.     (N) 099 39 04.     (W)   SCALED
 OR1063* NAVD 88 ORTHO HEIGHT -   548.774 (meters)     1800.44  (feet) ADJUSTED
 OR1063  ______________________________________________________________________
 OR1063  GEOID HEIGHT    -        -25.432 (meters)                     GEOID18
 OR1063  DYNAMIC HEIGHT  -        548.616 (meters)     1799.92  (feet) COMP
 OR1063  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 OR1063
 OR1063  VERT ORDER      -  FIRST     CLASS II
 OR1063
 OR1063.The horizontal coordinates were scaled from a map and have
 OR1063.an estimated accuracy of +/- 6 seconds.
 OR1063
 OR1063.The orthometric height was determined by differential leveling and
 OR1063.adjusted by the NATIONAL GEODETIC SURVEY
 OR1063.in September 1993.
 OR1063
 OR1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1063.GEOID18 height accuracy estimate available here.
 OR1063
 OR1063.Click photographs - Photos may exist for this station.
 OR1063
 OR1063.The dynamic height is computed by dividing the NAVD 88
 OR1063.geopotential number by the normal gravity value computed on the
 OR1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1063.degrees latitude (g = 980.6199 gals.).
 OR1063
 OR1063.The modeled gravity was interpolated from observed gravity values.
 OR1063
 OR1063;                    North         East    Units  Estimated Accuracy
 OR1063;SPC SD S     -   170,840.      654,830.      MT  (+/- 180 meters Scaled)
 OR1063
 OR1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP476575(NAD 83)
 OR1063
 OR1063                          SUPERSEDED SURVEY CONTROL
 OR1063
 OR1063.No superseded survey control is available for this station.
 OR1063
 OR1063_MARKER: DB = BENCH MARK DISK
 OR1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1063_STAMPING: 90-246.43
 OR1063_MARK LOGO: SDDT
 OR1063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1063+STABILITY: SURFACE MOTION
 OR1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1063+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1063
 OR1063  HISTORY     - Date     Condition        Report By
 OR1063  HISTORY     - UNK      MONUMENTED       SDDT
 OR1063  HISTORY     - 19910627 GOOD             NGS
 OR1063  HISTORY     - 20130116 GOOD             INDIV
 OR1063
 OR1063                          STATION DESCRIPTION
 OR1063
 OR1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1063'17.7 KM (11.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1063'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, NEAR THE CENTER
 OR1063'OF 3 BRACED FENCE POSTS, 27.8 M (91.2 FT) NORTH OF THE CENTERLINE OF
 OR1063'THE WESTBOUND LANES OF THE HIGHWAY, 1.3 M (4.3 FT) BELOW THE LEVEL OF
 OR1063'THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 OR1063'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1063
 OR1063                          STATION RECOVERY (2013)
 OR1063
 OR1063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1062 ***********************************************************************
 OR1062  DESIGNATION -  I90 247.33
 OR1062  PID         -  OR1062
 OR1062  STATE/COUNTY-  SD/LYMAN
 OR1062  COUNTRY     -  US
 OR1062  USGS QUAD   -  RELIANCE SW (2017)
 OR1062
 OR1062                         *CURRENT SURVEY CONTROL
 OR1062  ______________________________________________________________________
 OR1062* NAD 83(1986) POSITION- 43 52 09.     (N) 099 38 08.     (W)   SCALED
 OR1062* NAVD 88 ORTHO HEIGHT -   546.760 (meters)     1793.83  (feet) ADJUSTED
 OR1062  ______________________________________________________________________
 OR1062  GEOID HEIGHT    -        -25.426 (meters)                     GEOID18
 OR1062  DYNAMIC HEIGHT  -        546.603 (meters)     1793.31  (feet) COMP
 OR1062  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 OR1062
 OR1062  VERT ORDER      -  FIRST     CLASS II
 OR1062
 OR1062.The horizontal coordinates were scaled from a map and have
 OR1062.an estimated accuracy of +/- 6 seconds.
 OR1062
 OR1062.The orthometric height was determined by differential leveling and
 OR1062.adjusted by the NATIONAL GEODETIC SURVEY
 OR1062.in September 1993.
 OR1062
 OR1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1062.GEOID18 height accuracy estimate available here.
 OR1062
 OR1062.Click photographs - Photos may exist for this station.
 OR1062
 OR1062.The dynamic height is computed by dividing the NAVD 88
 OR1062.geopotential number by the normal gravity value computed on the
 OR1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1062.degrees latitude (g = 980.6199 gals.).
 OR1062
 OR1062.The modeled gravity was interpolated from observed gravity values.
 OR1062
 OR1062;                    North         East    Units  Estimated Accuracy
 OR1062;SPC SD S     -   170,860.      656,080.      MT  (+/- 180 meters Scaled)
 OR1062
 OR1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP489575(NAD 83)
 OR1062
 OR1062                          SUPERSEDED SURVEY CONTROL
 OR1062
 OR1062.No superseded survey control is available for this station.
 OR1062
 OR1062_MARKER: DB = BENCH MARK DISK
 OR1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1062_STAMPING: 90-247.33
 OR1062_MARK LOGO: SDDT
 OR1062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1062+STABILITY: SURFACE MOTION
 OR1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1062+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1062
 OR1062  HISTORY     - Date     Condition        Report By
 OR1062  HISTORY     - UNK      MONUMENTED       SDDT
 OR1062  HISTORY     - 19910627 GOOD             NGS
 OR1062  HISTORY     - 20130116 GOOD             INDIV
 OR1062
 OR1062                          STATION DESCRIPTION
 OR1062
 OR1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1062'19.0 KM (11.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1062'JUNCTION OF STATE HIGHWAY 273 (EXIT 235) IN KENNEBEC, 32.8 M (107.6
 OR1062'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1062'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH
 OR1062'OF A T-FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE
 OR1062'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1062
 OR1062                          STATION RECOVERY (2013)
 OR1062
 OR1062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1061 ***********************************************************************
 OR1061  DESIGNATION -  I90 248.00
 OR1061  PID         -  OR1061
 OR1061  STATE/COUNTY-  SD/LYMAN
 OR1061  COUNTRY     -  US
 OR1061  USGS QUAD   -  RELIANCE SE (2017)
 OR1061
 OR1061                         *CURRENT SURVEY CONTROL
 OR1061  ______________________________________________________________________
 OR1061* NAD 83(1986) POSITION- 43 52 08.     (N) 099 37 10.     (W)   SCALED
 OR1061* NAVD 88 ORTHO HEIGHT -   542.048 (meters)     1778.37  (feet) ADJUSTED
 OR1061  ______________________________________________________________________
 OR1061  GEOID HEIGHT    -        -25.420 (meters)                     GEOID18
 OR1061  DYNAMIC HEIGHT  -        541.893 (meters)     1777.86  (feet) COMP
 OR1061  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 OR1061
 OR1061  VERT ORDER      -  FIRST     CLASS II
 OR1061
 OR1061.The horizontal coordinates were scaled from a map and have
 OR1061.an estimated accuracy of +/- 6 seconds.
 OR1061
 OR1061.The orthometric height was determined by differential leveling and
 OR1061.adjusted by the NATIONAL GEODETIC SURVEY
 OR1061.in September 1993.
 OR1061
 OR1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1061.GEOID18 height accuracy estimate available here.
 OR1061
 OR1061.Click photographs - Photos may exist for this station.
 OR1061
 OR1061.The dynamic height is computed by dividing the NAVD 88
 OR1061.geopotential number by the normal gravity value computed on the
 OR1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1061.degrees latitude (g = 980.6199 gals.).
 OR1061
 OR1061.The modeled gravity was interpolated from observed gravity values.
 OR1061
 OR1061;                    North         East    Units  Estimated Accuracy
 OR1061;SPC SD S     -   170,840.      657,380.      MT  (+/- 180 meters Scaled)
 OR1061
 OR1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP502574(NAD 83)
 OR1061
 OR1061                          SUPERSEDED SURVEY CONTROL
 OR1061
 OR1061.No superseded survey control is available for this station.
 OR1061
 OR1061_MARKER: DB = BENCH MARK DISK
 OR1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1061_STAMPING: 90-248.00
 OR1061_MARK LOGO: NONE
 OR1061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1061+STABILITY: SURFACE MOTION
 OR1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1061+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR1061
 OR1061  HISTORY     - Date     Condition        Report By
 OR1061  HISTORY     - 1981     MONUMENTED       SDDT
 OR1061  HISTORY     - 19910627 GOOD             NGS
 OR1061  HISTORY     - 20130116 GOOD             INDIV
 OR1061
 OR1061                          STATION DESCRIPTION
 OR1061
 OR1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1061'24.0 KM (14.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1061'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1061'32.0 M (105.0 FT) EAST-NORTHEAST OF THE NORTH END OF A PIPE CULVERT,
 OR1061'29.5 M (96.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OR1061'THE HIGHWAY, 16.1 M (52.8 FT) NORTH OF MILEPOST 248, 2.5 M (8.2 FT)
 OR1061'BELOW THE SURFACE OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE,
 OR1061'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OR1061'WITH THE GROUND SURFACE.
 OR1061
 OR1061                          STATION RECOVERY (2013)
 OR1061
 OR1061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1060 ***********************************************************************
 OR1060  DESIGNATION -  I90 248.9
 OR1060  PID         -  OR1060
 OR1060  STATE/COUNTY-  SD/LYMAN
 OR1060  COUNTRY     -  US
 OR1060  USGS QUAD   -  RELIANCE SE (2017)
 OR1060
 OR1060                         *CURRENT SURVEY CONTROL
 OR1060  ______________________________________________________________________
 OR1060* NAD 83(1986) POSITION- 43 51 46.07   (N) 099 36 11.67   (W)   HD_HELD1
 OR1060* NAVD 88 ORTHO HEIGHT -   545.525 (meters)     1789.78  (feet) ADJUSTED
 OR1060  ______________________________________________________________________
 OR1060  GEOID HEIGHT    -        -25.432 (meters)                     GEOID18
 OR1060  DYNAMIC HEIGHT  -        545.369 (meters)     1789.26  (feet) COMP
 OR1060  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 OR1060
 OR1060  VERT ORDER      -  FIRST     CLASS II
 OR1060
 OR1060.The horizontal coordinates were determined by differentially corrected
 OR1060.hand held GPS observations or other comparable positioning techniques
 OR1060.and have an estimated accuracy of +/- 3 meters.
 OR1060
 OR1060.The orthometric height was determined by differential leveling and
 OR1060.adjusted by the NATIONAL GEODETIC SURVEY
 OR1060.in September 1993.
 OR1060
 OR1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1060.GEOID18 height accuracy estimate available here.
 OR1060
 OR1060.Click photographs - Photos may exist for this station.
 OR1060
 OR1060.The dynamic height is computed by dividing the NAVD 88
 OR1060.geopotential number by the normal gravity value computed on the
 OR1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1060.degrees latitude (g = 980.6199 gals.).
 OR1060
 OR1060.The modeled gravity was interpolated from observed gravity values.
 OR1060
 OR1060;                    North         East    Units  Estimated Accuracy
 OR1060;SPC SD S     -   170,169.3     658,687.0     MT  (+/- 3 meters HH1 GPS) 
 OR1060
 OR1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5152456811(NAD 83)
 OR1060
 OR1060                          SUPERSEDED SURVEY CONTROL
 OR1060
 OR1060.No superseded survey control is available for this station.
 OR1060
 OR1060_MARKER: P = PIPE CAP
 OR1060_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1060_MARK LOGO: NONE
 OR1060_PROJECTION: FLUSH
 OR1060_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1060+STABILITY: POSITION/ELEVATION WELL
 OR1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1060+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 OR1060_ROD/PIPE-DEPTH: 12.8 meters
 OR1060_SLEEVE-DEPTH  : 3.0 meters
 OR1060
 OR1060  HISTORY     - Date     Condition        Report By
 OR1060  HISTORY     - 1981     MONUMENTED       SDDT
 OR1060  HISTORY     - 19910627 GOOD             NGS
 OR1060  HISTORY     - 20120321 GOOD             INDIV
 OR1060
 OR1060                          STATION DESCRIPTION
 OR1060
 OR1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1060'22.4 KM (13.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1060'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1060'175.0 M (574.1 FT) SOUTHEAST OF THE SOUTH CORNER OF BRIDGE NUMBER
 OR1060'43-380-228 (EXIT 248), 110.0 M (360.9 FT) WEST OF MILEPOST 249, 40.0
 OR1060'M (131.2 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OR1060'THE HIGHWAY, 27.4 M (89.9 FT) SOUTH OF THE CENTER OF THE EASTBOUND ON
 OR1060'RAMP, 24.5 M (80.4 FT) EAST OF THE MOST EASTERLY OF 6 BRACED FENCE
 OR1060'POSTS, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 OR1060'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OR1060'POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS UNSTAMPED.
 OR1060
 OR1060                          STATION RECOVERY (2012)
 OR1060
 OR1060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1059 ***********************************************************************
 OR1059  DESIGNATION -  I90 249.45
 OR1059  PID         -  OR1059
 OR1059  STATE/COUNTY-  SD/LYMAN
 OR1059  COUNTRY     -  US
 OR1059  USGS QUAD   -  RELIANCE SE (2017)
 OR1059
 OR1059                         *CURRENT SURVEY CONTROL
 OR1059  ______________________________________________________________________
 OR1059* NAD 83(1986) POSITION- 43 51 37.     (N) 099 35 36.     (W)   SCALED
 OR1059* NAVD 88 ORTHO HEIGHT -   547.182 (meters)     1795.21  (feet) ADJUSTED
 OR1059  ______________________________________________________________________
 OR1059  GEOID HEIGHT    -        -25.434 (meters)                     GEOID18
 OR1059  DYNAMIC HEIGHT  -        547.026 (meters)     1794.70  (feet) COMP
 OR1059  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 OR1059
 OR1059  VERT ORDER      -  FIRST     CLASS II
 OR1059
 OR1059.The horizontal coordinates were scaled from a map and have
 OR1059.an estimated accuracy of +/- 6 seconds.
 OR1059
 OR1059.The orthometric height was determined by differential leveling and
 OR1059.adjusted by the NATIONAL GEODETIC SURVEY
 OR1059.in September 1993.
 OR1059
 OR1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1059.GEOID18 height accuracy estimate available here.
 OR1059
 OR1059.Click photographs - Photos may exist for this station.
 OR1059
 OR1059.The dynamic height is computed by dividing the NAVD 88
 OR1059.geopotential number by the normal gravity value computed on the
 OR1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1059.degrees latitude (g = 980.6199 gals.).
 OR1059
 OR1059.The modeled gravity was interpolated from observed gravity values.
 OR1059
 OR1059;                    North         East    Units  Estimated Accuracy
 OR1059;SPC SD S     -   169,900.      659,490.      MT  (+/- 180 meters Scaled)
 OR1059
 OR1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP523565(NAD 83)
 OR1059
 OR1059                          SUPERSEDED SURVEY CONTROL
 OR1059
 OR1059.No superseded survey control is available for this station.
 OR1059
 OR1059_MARKER: DB = BENCH MARK DISK
 OR1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1059_STAMPING: 90-249.45
 OR1059_MARK LOGO: SDDT
 OR1059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1059+STABILITY: SURFACE MOTION
 OR1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1059+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 OR1059
 OR1059  HISTORY     - Date     Condition        Report By
 OR1059  HISTORY     - UNK      MONUMENTED       SDDT
 OR1059  HISTORY     - 19910627 GOOD             NGS
 OR1059  HISTORY     - 20120321 GOOD             INDIV
 OR1059
 OR1059                          STATION DESCRIPTION
 OR1059
 OR1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1059'21.6 KM (13.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1059'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1059'NEAR THE CENTER OF 3 BRACED FENCE POSTS, 29.0 M (95.1 FT) NORTHEAST
 OR1059'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.7 M (5.6
 OR1059'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A
 OR1059'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1059'SURFACE.
 OR1059
 OR1059                          STATION RECOVERY (2012)
 OR1059
 OR1059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1058 ***********************************************************************
 OR1058  DESIGNATION -  I90 250.19
 OR1058  PID         -  OR1058
 OR1058  STATE/COUNTY-  SD/LYMAN
 OR1058  COUNTRY     -  US
 OR1058  USGS QUAD   -  RELIANCE SE (2017)
 OR1058
 OR1058                         *CURRENT SURVEY CONTROL
 OR1058  ______________________________________________________________________
 OR1058* NAD 83(1986) POSITION- 43 51 20.     (N) 099 34 47.     (W)   SCALED
 OR1058* NAVD 88 ORTHO HEIGHT -   545.303 (meters)     1789.05  (feet) ADJUSTED
 OR1058  ______________________________________________________________________
 OR1058  GEOID HEIGHT    -        -25.441 (meters)                     GEOID18
 OR1058  DYNAMIC HEIGHT  -        545.148 (meters)     1788.54  (feet) COMP
 OR1058  MODELED GRAVITY -    980,318.7   (mgal)                       NAVD 88
 OR1058
 OR1058  VERT ORDER      -  FIRST     CLASS II
 OR1058
 OR1058.The horizontal coordinates were scaled from a map and have
 OR1058.an estimated accuracy of +/- 6 seconds.
 OR1058
 OR1058.The orthometric height was determined by differential leveling and
 OR1058.adjusted by the NATIONAL GEODETIC SURVEY
 OR1058.in September 1993.
 OR1058
 OR1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1058.GEOID18 height accuracy estimate available here.
 OR1058
 OR1058.Click photographs - Photos may exist for this station.
 OR1058
 OR1058.The dynamic height is computed by dividing the NAVD 88
 OR1058.geopotential number by the normal gravity value computed on the
 OR1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1058.degrees latitude (g = 980.6199 gals.).
 OR1058
 OR1058.The modeled gravity was interpolated from observed gravity values.
 OR1058
 OR1058;                    North         East    Units  Estimated Accuracy
 OR1058;SPC SD S     -   169,380.      660,590.      MT  (+/- 180 meters Scaled)
 OR1058
 OR1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP534559(NAD 83)
 OR1058
 OR1058                          SUPERSEDED SURVEY CONTROL
 OR1058
 OR1058.No superseded survey control is available for this station.
 OR1058
 OR1058_MARKER: DB = BENCH MARK DISK
 OR1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1058_STAMPING: 90-250.19
 OR1058_MARK LOGO: SDDT
 OR1058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1058+STABILITY: SURFACE MOTION
 OR1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1058+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 OR1058
 OR1058  HISTORY     - Date     Condition        Report By
 OR1058  HISTORY     - UNK      MONUMENTED       SDDT
 OR1058  HISTORY     - 19910627 GOOD             NGS
 OR1058  HISTORY     - 20120321 GOOD             INDIV
 OR1058
 OR1058                          STATION DESCRIPTION
 OR1058
 OR1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1058'20.4 KM (12.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1058'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1058'114.2 M (374.7 FT) SOUTHEAST OF THE NORTHEAST LEG OF A HIGHWAY
 OR1058'INFORMATION SIGN (EXIT 248 RELIANCE), 75.4 M (247.4 FT) NORTHWEST OF
 OR1058'A BRACED FENCE POST, 29.2 M (95.8 FT) NORTHEAST OF THE CENTERLINE OF
 OR1058'THE WESTBOUND LANES OF THE HIGHWAY, 3.0 M (9.8 FT) BELOW THE LEVEL OF
 OR1058'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.6 M (2.0 FT)
 OR1058'SOUTHWEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1058'SURFACE.
 OR1058
 OR1058                          STATION RECOVERY (2012)
 OR1058
 OR1058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1057 ***********************************************************************
 OR1057  DESIGNATION -  I90 251.3
 OR1057  PID         -  OR1057
 OR1057  STATE/COUNTY-  SD/LYMAN
 OR1057  COUNTRY     -  US
 OR1057  USGS QUAD   -  RELIANCE SE (2017)
 OR1057
 OR1057                         *CURRENT SURVEY CONTROL
 OR1057  ______________________________________________________________________
 OR1057* NAD 83(1986) POSITION- 43 50 53.     (N) 099 33 35.     (W)   SCALED
 OR1057* NAVD 88 ORTHO HEIGHT -   553.625 (meters)     1816.35  (feet) ADJUSTED
 OR1057  ______________________________________________________________________
 OR1057  GEOID HEIGHT    -        -25.452 (meters)                     GEOID18
 OR1057  DYNAMIC HEIGHT  -        553.470 (meters)     1815.84  (feet) COMP
 OR1057  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 OR1057
 OR1057  VERT ORDER      -  FIRST     CLASS II
 OR1057
 OR1057.The horizontal coordinates were scaled from a map and have
 OR1057.an estimated accuracy of +/- 6 seconds.
 OR1057
 OR1057.The orthometric height was determined by differential leveling and
 OR1057.adjusted by the NATIONAL GEODETIC SURVEY
 OR1057.in September 1993.
 OR1057
 OR1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1057.GEOID18 height accuracy estimate available here.
 OR1057
 OR1057.Click photographs - Photos may exist for this station.
 OR1057
 OR1057.The dynamic height is computed by dividing the NAVD 88
 OR1057.geopotential number by the normal gravity value computed on the
 OR1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1057.degrees latitude (g = 980.6199 gals.).
 OR1057
 OR1057.The modeled gravity was interpolated from observed gravity values.
 OR1057
 OR1057;                    North         East    Units  Estimated Accuracy
 OR1057;SPC SD S     -   168,560.      662,200.      MT  (+/- 180 meters Scaled)
 OR1057
 OR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP550551(NAD 83)
 OR1057
 OR1057                          SUPERSEDED SURVEY CONTROL
 OR1057
 OR1057.No superseded survey control is available for this station.
 OR1057
 OR1057_MARKER: P = PIPE CAP
 OR1057_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1057_MARK LOGO: NONE
 OR1057_PROJECTION: RECESSED 5 CENTIMETERS
 OR1057_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1057+STABILITY: POSITION/ELEVATION WELL
 OR1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1057+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 OR1057_ROD/PIPE-DEPTH: 12.8 meters
 OR1057_SLEEVE-DEPTH  : 3.0 meters
 OR1057
 OR1057  HISTORY     - Date     Condition        Report By
 OR1057  HISTORY     - 1981     MONUMENTED       SDDT
 OR1057  HISTORY     - 19910627 GOOD             NGS
 OR1057  HISTORY     - 20120315 GOOD             INDIV
 OR1057
 OR1057                          STATION DESCRIPTION
 OR1057
 OR1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1057'18.7 KM (11.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1057'END OF THE HIGHWAY BRIDGE NUMBER THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1057'320.0 M (1049.9 FT) EAST OF THE SOUTHEAST CORNER OF BRIDGE NUMBER
 OR1057'43-401-238 (EXIT 251), 29.8 M (97.8 FT) SOUTH OF THE CENTERLINE OF
 OR1057'THE EASTBOUND LANES OF THE HIGHWAY, 3.0 M (9.8 FT) WEST OF THE MOST
 OR1057'WESTERLY OF 6 BRACED FENCE POSTS, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 OR1057'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OR1057'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OR1057'THE MARK IS UNSTAMPED.
 OR1057
 OR1057                          STATION RECOVERY (2012)
 OR1057
 OR1057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1056 ***********************************************************************
 OR1056  DESIGNATION -  I90 251.82
 OR1056  PID         -  OR1056
 OR1056  STATE/COUNTY-  SD/LYMAN
 OR1056  COUNTRY     -  US
 OR1056  USGS QUAD   -  RELIANCE SE (2017)
 OR1056
 OR1056                         *CURRENT SURVEY CONTROL
 OR1056  ______________________________________________________________________
 OR1056* NAD 83(1986) POSITION- 43 50 52.     (N) 099 33 03.     (W)   SCALED
 OR1056* NAVD 88 ORTHO HEIGHT -   551.858 (meters)     1810.55  (feet) ADJUSTED
 OR1056  ______________________________________________________________________
 OR1056  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 OR1056  DYNAMIC HEIGHT  -        551.705 (meters)     1810.05  (feet) COMP
 OR1056  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 OR1056
 OR1056  VERT ORDER      -  FIRST     CLASS II
 OR1056
 OR1056.The horizontal coordinates were scaled from a map and have
 OR1056.an estimated accuracy of +/- 6 seconds.
 OR1056
 OR1056.The orthometric height was determined by differential leveling and
 OR1056.adjusted by the NATIONAL GEODETIC SURVEY
 OR1056.in September 1993.
 OR1056
 OR1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1056.GEOID18 height accuracy estimate available here.
 OR1056
 OR1056.Click photographs - Photos may exist for this station.
 OR1056
 OR1056.The dynamic height is computed by dividing the NAVD 88
 OR1056.geopotential number by the normal gravity value computed on the
 OR1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1056.degrees latitude (g = 980.6199 gals.).
 OR1056
 OR1056.The modeled gravity was interpolated from observed gravity values.
 OR1056
 OR1056;                    North         East    Units  Estimated Accuracy
 OR1056;SPC SD S     -   168,540.      662,920.      MT  (+/- 180 meters Scaled)
 OR1056
 OR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP557551(NAD 83)
 OR1056
 OR1056                          SUPERSEDED SURVEY CONTROL
 OR1056
 OR1056.No superseded survey control is available for this station.
 OR1056
 OR1056_MARKER: DB = BENCH MARK DISK
 OR1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1056_STAMPING: 90-251.82
 OR1056_MARK LOGO: SDDT
 OR1056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1056+STABILITY: SURFACE MOTION
 OR1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1056+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991
 OR1056
 OR1056  HISTORY     - Date     Condition        Report By
 OR1056  HISTORY     - UNK      MONUMENTED       SDDT
 OR1056  HISTORY     - 19910627 GOOD             NGS
 OR1056  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 OR1056
 OR1056                          STATION DESCRIPTION
 OR1056
 OR1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1056'17.8 KM (11.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1056'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1056'NEAR THE CENTER OF 2 BRACED FENCE POSTS, 21.9 M (71.9 FT) NORTH OF
 OR1056'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 OR1056'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS
 OR1056'POST, 0.6 M (2.0 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 OR1056'THE GROUND SURFACE.
 OR1056
 OR1056                          STATION RECOVERY (2012)
 OR1056
 OR1056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1055 ***********************************************************************
 OR1055  DESIGNATION -  I90 252.51
 OR1055  PID         -  OR1055
 OR1055  STATE/COUNTY-  SD/LYMAN
 OR1055  COUNTRY     -  US
 OR1055  USGS QUAD   -  RELIANCE SE (2017)
 OR1055
 OR1055                         *CURRENT SURVEY CONTROL
 OR1055  ______________________________________________________________________
 OR1055* NAD 83(1986) POSITION- 43 50 53.     (N) 099 32 11.     (W)   SCALED
 OR1055* NAVD 88 ORTHO HEIGHT -   548.212 (meters)     1798.59  (feet) ADJUSTED
 OR1055  ______________________________________________________________________
 OR1055  GEOID HEIGHT    -        -25.437 (meters)                     GEOID18
 OR1055  DYNAMIC HEIGHT  -        548.062 (meters)     1798.10  (feet) COMP
 OR1055  MODELED GRAVITY -    980,328.2   (mgal)                       NAVD 88
 OR1055
 OR1055  VERT ORDER      -  FIRST     CLASS II
 OR1055
 OR1055.The horizontal coordinates were scaled from a map and have
 OR1055.an estimated accuracy of +/- 6 seconds.
 OR1055
 OR1055.The orthometric height was determined by differential leveling and
 OR1055.adjusted by the NATIONAL GEODETIC SURVEY
 OR1055.in September 1993.
 OR1055
 OR1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1055.GEOID18 height accuracy estimate available here.
 OR1055
 OR1055.Click photographs - Photos may exist for this station.
 OR1055
 OR1055.The dynamic height is computed by dividing the NAVD 88
 OR1055.geopotential number by the normal gravity value computed on the
 OR1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1055.degrees latitude (g = 980.6199 gals.).
 OR1055
 OR1055.The modeled gravity was interpolated from observed gravity values.
 OR1055
 OR1055;                    North         East    Units  Estimated Accuracy
 OR1055;SPC SD S     -   168,580.      664,080.      MT  (+/- 180 meters Scaled)
 OR1055
 OR1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP568551(NAD 83)
 OR1055
 OR1055                          SUPERSEDED SURVEY CONTROL
 OR1055
 OR1055.No superseded survey control is available for this station.
 OR1055
 OR1055_MARKER: DB = BENCH MARK DISK
 OR1055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1055_STAMPING: 90-252.51
 OR1055_MARK LOGO: SDDT
 OR1055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1055+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991
 OR1055
 OR1055  HISTORY     - Date     Condition        Report By
 OR1055  HISTORY     - UNK      MONUMENTED       SDDT
 OR1055  HISTORY     - 19910627 GOOD             NGS
 OR1055  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 OR1055
 OR1055                          STATION DESCRIPTION
 OR1055
 OR1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1055'16.7 KM (10.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1055'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1055'45.3 M (148.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OR1055'THE HIGHWAY, 13.6 M (44.6 FT) NORTH OF THE CENTER OF A DIRT ROAD, 1.5
 OR1055'M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A
 OR1055'WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 OR1055'BELOW THE GROUND SURFACE.
 OR1055
 OR1055                          STATION RECOVERY (2012)
 OR1055
 OR1055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1054 ***********************************************************************
 OR1054  DESIGNATION -  I90 253.52
 OR1054  PID         -  OR1054
 OR1054  STATE/COUNTY-  SD/LYMAN
 OR1054  COUNTRY     -  US
 OR1054  USGS QUAD   -  RELIANCE SE (2017)
 OR1054
 OR1054                         *CURRENT SURVEY CONTROL
 OR1054  ______________________________________________________________________
 OR1054* NAD 83(1986) POSITION- 43 50 53.     (N) 099 31 01.     (W)   SCALED
 OR1054* NAVD 88 ORTHO HEIGHT -   543.988 (meters)     1784.73  (feet) ADJUSTED
 OR1054  ______________________________________________________________________
 OR1054  GEOID HEIGHT    -        -25.427 (meters)                     GEOID18
 OR1054  DYNAMIC HEIGHT  -        543.843 (meters)     1784.26  (feet) COMP
 OR1054  MODELED GRAVITY -    980,335.5   (mgal)                       NAVD 88
 OR1054
 OR1054  VERT ORDER      -  FIRST     CLASS II
 OR1054
 OR1054.The horizontal coordinates were scaled from a map and have
 OR1054.an estimated accuracy of +/- 6 seconds.
 OR1054
 OR1054.The orthometric height was determined by differential leveling and
 OR1054.adjusted by the NATIONAL GEODETIC SURVEY
 OR1054.in September 1993.
 OR1054
 OR1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1054.GEOID18 height accuracy estimate available here.
 OR1054
 OR1054.Click photographs - Photos may exist for this station.
 OR1054
 OR1054.The dynamic height is computed by dividing the NAVD 88
 OR1054.geopotential number by the normal gravity value computed on the
 OR1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1054.degrees latitude (g = 980.6199 gals.).
 OR1054
 OR1054.The modeled gravity was interpolated from observed gravity values.
 OR1054
 OR1054;                    North         East    Units  Estimated Accuracy
 OR1054;SPC SD S     -   168,600.      665,640.      MT  (+/- 180 meters Scaled)
 OR1054
 OR1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP584551(NAD 83)
 OR1054
 OR1054                          SUPERSEDED SURVEY CONTROL
 OR1054
 OR1054.No superseded survey control is available for this station.
 OR1054
 OR1054_MARKER: DB = BENCH MARK DISK
 OR1054_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1054_STAMPING: 90-253.52
 OR1054_MARK LOGO: SDDT
 OR1054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1054+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991
 OR1054
 OR1054  HISTORY     - Date     Condition        Report By
 OR1054  HISTORY     - UNK      MONUMENTED       SDDT
 OR1054  HISTORY     - 19910627 GOOD             NGS
 OR1054  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 OR1054
 OR1054                          STATION DESCRIPTION
 OR1054
 OR1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1054'15.1 KM (9.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1054'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1054'59.3 M (194.6 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 OR1054'WESTBOUND LANES OF THE HIGHWAY, 48.3 M (158.5 FT) WEST OF THE CENTER
 OR1054'OF A FIELD ENTRANCE, 28.1 M (92.2 FT) NORTH OF THE CENTER OF A DIRT
 OR1054'ROAD, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 OR1054'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OR1054
 OR1054                          STATION RECOVERY (2012)
 OR1054
 OR1054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1053 ***********************************************************************
 OR1053  DESIGNATION -  I90 253.9
 OR1053  PID         -  OR1053
 OR1053  STATE/COUNTY-  SD/LYMAN
 OR1053  COUNTRY     -  US
 OR1053  USGS QUAD   -  RELIANCE SE (2017)
 OR1053
 OR1053                         *CURRENT SURVEY CONTROL
 OR1053  ______________________________________________________________________
 OR1053* NAD 83(1986) POSITION- 43 50 45.     (N) 099 30 34.     (W)   SCALED
 OR1053* NAVD 88 ORTHO HEIGHT -   533.741 (meters)     1751.12  (feet) ADJUSTED
 OR1053  ______________________________________________________________________
 OR1053  GEOID HEIGHT    -        -25.432 (meters)                     GEOID18
 OR1053  DYNAMIC HEIGHT  -        533.599 (meters)     1750.65  (feet) COMP
 OR1053  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 OR1053
 OR1053  VERT ORDER      -  FIRST     CLASS II
 OR1053
 OR1053.The horizontal coordinates were scaled from a map and have
 OR1053.an estimated accuracy of +/- 6 seconds.
 OR1053
 OR1053.The orthometric height was determined by differential leveling and
 OR1053.adjusted by the NATIONAL GEODETIC SURVEY
 OR1053.in September 1993.
 OR1053
 OR1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1053.GEOID18 height accuracy estimate available here.
 OR1053
 OR1053.Click photographs - Photos may exist for this station.
 OR1053
 OR1053.The dynamic height is computed by dividing the NAVD 88
 OR1053.geopotential number by the normal gravity value computed on the
 OR1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1053.degrees latitude (g = 980.6199 gals.).
 OR1053
 OR1053.The modeled gravity was interpolated from observed gravity values.
 OR1053
 OR1053;                    North         East    Units  Estimated Accuracy
 OR1053;SPC SD S     -   168,360.      666,250.      MT  (+/- 180 meters Scaled)
 OR1053
 OR1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP590548(NAD 83)
 OR1053
 OR1053                          SUPERSEDED SURVEY CONTROL
 OR1053
 OR1053.No superseded survey control is available for this station.
 OR1053
 OR1053_MARKER: P = PIPE CAP
 OR1053_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1053_MARK LOGO: NONE
 OR1053_PROJECTION: FLUSH
 OR1053_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1053+STABILITY: POSITION/ELEVATION WELL
 OR1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1053+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 OR1053_ROD/PIPE-DEPTH: 12.8 meters
 OR1053_SLEEVE-DEPTH  : 3.0 meters
 OR1053
 OR1053  HISTORY     - Date     Condition        Report By
 OR1053  HISTORY     - 1981     MONUMENTED       SDDT
 OR1053  HISTORY     - 19910627 GOOD             NGS
 OR1053  HISTORY     - 20120321 GOOD             INDIV
 OR1053
 OR1053                          STATION DESCRIPTION
 OR1053
 OR1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1053'14.4 KM (8.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1053'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1053'67.8 M (222.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE NUMBER
 OR1053'43-428-241, 67.6 M (221.8 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE
 OR1053'OF THE EASTBOUND LANES OF THE HIGHWAY, 31.2 M (102.4 FT) EAST OF A
 OR1053'FENCE CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 OR1053'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.
 OR1053'THE MARK IS UNSTAMPED.
 OR1053
 OR1053                          STATION RECOVERY (2012)
 OR1053
 OR1053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1052 ***********************************************************************
 OR1052  DESIGNATION -  I90 254.62
 OR1052  PID         -  OR1052
 OR1052  STATE/COUNTY-  SD/LYMAN
 OR1052  COUNTRY     -  US
 OR1052  USGS QUAD   -  OACOMA (2017)
 OR1052
 OR1052                         *CURRENT SURVEY CONTROL
 OR1052  ______________________________________________________________________
 OR1052* NAD 83(1986) POSITION- 43 50 41.     (N) 099 29 42.     (W)   SCALED
 OR1052* NAVD 88 ORTHO HEIGHT -   537.299 (meters)     1762.79  (feet) ADJUSTED
 OR1052  ______________________________________________________________________
 OR1052  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 OR1052  DYNAMIC HEIGHT  -        537.161 (meters)     1762.34  (feet) COMP
 OR1052  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 OR1052
 OR1052  VERT ORDER      -  FIRST     CLASS II
 OR1052
 OR1052.The horizontal coordinates were scaled from a map and have
 OR1052.an estimated accuracy of +/- 6 seconds.
 OR1052
 OR1052.The orthometric height was determined by differential leveling and
 OR1052.adjusted by the NATIONAL GEODETIC SURVEY
 OR1052.in September 1993.
 OR1052
 OR1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1052.GEOID18 height accuracy estimate available here.
 OR1052
 OR1052.Click photographs - Photos may exist for this station.
 OR1052
 OR1052.The dynamic height is computed by dividing the NAVD 88
 OR1052.geopotential number by the normal gravity value computed on the
 OR1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1052.degrees latitude (g = 980.6199 gals.).
 OR1052
 OR1052.The modeled gravity was interpolated from observed gravity values.
 OR1052
 OR1052;                    North         East    Units  Estimated Accuracy
 OR1052;SPC SD S     -   168,240.      667,410.      MT  (+/- 180 meters Scaled)
 OR1052
 OR1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP602547(NAD 83)
 OR1052
 OR1052                          SUPERSEDED SURVEY CONTROL
 OR1052
 OR1052.No superseded survey control is available for this station.
 OR1052
 OR1052_MARKER: DB = BENCH MARK DISK
 OR1052_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1052_STAMPING: 90-254.62
 OR1052_MARK LOGO: SDDT
 OR1052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1052+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 OR1052
 OR1052  HISTORY     - Date     Condition        Report By
 OR1052  HISTORY     - UNK      MONUMENTED       SDDT
 OR1052  HISTORY     - 19910627 GOOD             NGS
 OR1052  HISTORY     - 20120315 GOOD             INDIV
 OR1052
 OR1052                          STATION DESCRIPTION
 OR1052
 OR1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1052'13.4 KM (8.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1052'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1052'45.4 M (148.9 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 OR1052'OF THE HIGHWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 OR1052'(0.7 FT) WEST OF A T-FENCE CORNER, 0.1 M (0.3 FT) SOUTH OF A WITNESS
 OR1052'POST AND FENCE, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW
 OR1052'THE GROUND SURFACED.
 OR1052
 OR1052                          STATION RECOVERY (2012)
 OR1052
 OR1052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1051 ***********************************************************************
 OR1051  DESIGNATION -  I90 255.25
 OR1051  PID         -  OR1051
 OR1051  STATE/COUNTY-  SD/LYMAN
 OR1051  COUNTRY     -  US
 OR1051  USGS QUAD   -  OACOMA (2017)
 OR1051
 OR1051                         *CURRENT SURVEY CONTROL
 OR1051  ______________________________________________________________________
 OR1051* NAD 83(1986) POSITION- 43 50 30.     (N) 099 28 53.     (W)   SCALED
 OR1051* NAVD 88 ORTHO HEIGHT -   527.075 (meters)     1729.25  (feet) ADJUSTED
 OR1051  ______________________________________________________________________
 OR1051  GEOID HEIGHT    -        -25.443 (meters)                     GEOID18
 OR1051  DYNAMIC HEIGHT  -        526.942 (meters)     1728.81  (feet) COMP
 OR1051  MODELED GRAVITY -    980,350.5   (mgal)                       NAVD 88
 OR1051
 OR1051  VERT ORDER      -  FIRST     CLASS II
 OR1051
 OR1051.The horizontal coordinates were scaled from a map and have
 OR1051.an estimated accuracy of +/- 6 seconds.
 OR1051
 OR1051.The orthometric height was determined by differential leveling and
 OR1051.adjusted by the NATIONAL GEODETIC SURVEY
 OR1051.in September 1993.
 OR1051
 OR1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1051.GEOID18 height accuracy estimate available here.
 OR1051
 OR1051.Click photographs - Photos may exist for this station.
 OR1051
 OR1051.The dynamic height is computed by dividing the NAVD 88
 OR1051.geopotential number by the normal gravity value computed on the
 OR1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1051.degrees latitude (g = 980.6199 gals.).
 OR1051
 OR1051.The modeled gravity was interpolated from observed gravity values.
 OR1051
 OR1051;                    North         East    Units  Estimated Accuracy
 OR1051;SPC SD S     -   167,920.      668,510.      MT  (+/- 180 meters Scaled)
 OR1051
 OR1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP613543(NAD 83)
 OR1051
 OR1051                          SUPERSEDED SURVEY CONTROL
 OR1051
 OR1051.No superseded survey control is available for this station.
 OR1051
 OR1051_MARKER: DR = REFERENCE MARK DISK
 OR1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1051_STAMPING: 90-255.25
 OR1051_MARK LOGO: SDDT
 OR1051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1051+STABILITY: SURFACE MOTION
 OR1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1051+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 OR1051
 OR1051  HISTORY     - Date     Condition        Report By
 OR1051  HISTORY     - UNK      MONUMENTED       SDDT
 OR1051  HISTORY     - 19910627 GOOD             NGS
 OR1051  HISTORY     - 20120313 GOOD             INDIV
 OR1051
 OR1051                          STATION DESCRIPTION
 OR1051
 OR1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1051'12.3 KM (7.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1051'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1051'69.9 M (229.3 FT) SOUTHEAST OF THE MOST SOUTHERLY OF 3 BRACED FENCE
 OR1051'POSTS, 45.5 M (149.3 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 OR1051'LANES OF THE HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OR1051'0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.6 M (2.0 FT) SOUTHWEST OF A
 OR1051'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR1051
 OR1051                          STATION RECOVERY (2012)
 OR1051
 OR1051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1050 ***********************************************************************
 OR1050  DESIGNATION -  I90 255.97
 OR1050  PID         -  OR1050
 OR1050  STATE/COUNTY-  SD/LYMAN
 OR1050  COUNTRY     -  US
 OR1050  USGS QUAD   -  OACOMA (2017)
 OR1050
 OR1050                         *CURRENT SURVEY CONTROL
 OR1050  ______________________________________________________________________
 OR1050* NAD 83(1986) POSITION- 43 50 07.     (N) 099 28 12.     (W)   SCALED
 OR1050* NAVD 88 ORTHO HEIGHT -   522.889 (meters)     1715.51  (feet) ADJUSTED
 OR1050  ______________________________________________________________________
 OR1050  GEOID HEIGHT    -        -25.465 (meters)                     GEOID18
 OR1050  DYNAMIC HEIGHT  -        522.758 (meters)     1715.08  (feet) COMP
 OR1050  MODELED GRAVITY -    980,351.6   (mgal)                       NAVD 88
 OR1050
 OR1050  VERT ORDER      -  FIRST     CLASS II
 OR1050
 OR1050.The horizontal coordinates were scaled from a map and have
 OR1050.an estimated accuracy of +/- 6 seconds.
 OR1050
 OR1050.The orthometric height was determined by differential leveling and
 OR1050.adjusted by the NATIONAL GEODETIC SURVEY
 OR1050.in September 1993.
 OR1050
 OR1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1050.GEOID18 height accuracy estimate available here.
 OR1050
 OR1050.Click photographs - Photos may exist for this station.
 OR1050
 OR1050.The dynamic height is computed by dividing the NAVD 88
 OR1050.geopotential number by the normal gravity value computed on the
 OR1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1050.degrees latitude (g = 980.6199 gals.).
 OR1050
 OR1050.The modeled gravity was interpolated from observed gravity values.
 OR1050
 OR1050;                    North         East    Units  Estimated Accuracy
 OR1050;SPC SD S     -   167,220.      669,430.      MT  (+/- 180 meters Scaled)
 OR1050
 OR1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP622536(NAD 83)
 OR1050
 OR1050                          SUPERSEDED SURVEY CONTROL
 OR1050
 OR1050.No superseded survey control is available for this station.
 OR1050
 OR1050_MARKER: DB = BENCH MARK DISK
 OR1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1050_STAMPING: 90-255.97
 OR1050_MARK LOGO: SDDT
 OR1050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1050+STABILITY: SURFACE MOTION
 OR1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1050+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991
 OR1050
 OR1050  HISTORY     - Date     Condition        Report By
 OR1050  HISTORY     - UNK      MONUMENTED       SDDT
 OR1050  HISTORY     - 19910627 GOOD             NGS
 OR1050  HISTORY     - 20120313 POOR             INDIV
 OR1050
 OR1050                          STATION DESCRIPTION
 OR1050
 OR1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1050'11.1 KM (6.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1050'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1050'53.0 M (173.9 FT) NORTH OF MILEPOST 256, 44.5 M (146.0 FT) NORTHEAST
 OR1050'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9
 OR1050'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS
 OR1050'POST, 0.7 M (2.3 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT IS FLUSH
 OR1050'WITH THE GROUND SURFACE.
 OR1050
 OR1050                          STATION RECOVERY (2012)
 OR1050
 OR1050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1050'HIT BY MOWER
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1049 ***********************************************************************
 OR1049  DESIGNATION -  I90 256.67
 OR1049  PID         -  OR1049
 OR1049  STATE/COUNTY-  SD/LYMAN
 OR1049  COUNTRY     -  US
 OR1049  USGS QUAD   -  OACOMA (2017)
 OR1049
 OR1049                         *CURRENT SURVEY CONTROL
 OR1049  ______________________________________________________________________
 OR1049* NAD 83(1986) POSITION- 43 49 48.     (N) 099 27 36.     (W)   SCALED
 OR1049* NAVD 88 ORTHO HEIGHT -   485.269 (meters)     1592.09  (feet) ADJUSTED
 OR1049  ______________________________________________________________________
 OR1049  GEOID HEIGHT    -        -25.487 (meters)                     GEOID18
 OR1049  DYNAMIC HEIGHT  -        485.144 (meters)     1591.68  (feet) COMP
 OR1049  MODELED GRAVITY -    980,347.6   (mgal)                       NAVD 88
 OR1049
 OR1049  VERT ORDER      -  FIRST     CLASS II
 OR1049
 OR1049.The horizontal coordinates were scaled from a map and have
 OR1049.an estimated accuracy of +/- 6 seconds.
 OR1049
 OR1049.The orthometric height was determined by differential leveling and
 OR1049.adjusted by the NATIONAL GEODETIC SURVEY
 OR1049.in September 1993.
 OR1049
 OR1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1049.GEOID18 height accuracy estimate available here.
 OR1049
 OR1049.Click photographs - Photos may exist for this station.
 OR1049
 OR1049.The dynamic height is computed by dividing the NAVD 88
 OR1049.geopotential number by the normal gravity value computed on the
 OR1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1049.degrees latitude (g = 980.6199 gals.).
 OR1049
 OR1049.The modeled gravity was interpolated from observed gravity values.
 OR1049
 OR1049;                    North         East    Units  Estimated Accuracy
 OR1049;SPC SD S     -   166,640.      670,240.      MT  (+/- 180 meters Scaled)
 OR1049
 OR1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP630530(NAD 83)
 OR1049
 OR1049                          SUPERSEDED SURVEY CONTROL
 OR1049
 OR1049.No superseded survey control is available for this station.
 OR1049
 OR1049_MARKER: DB = BENCH MARK DISK
 OR1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1049_STAMPING: 90-256.67
 OR1049_MARK LOGO: SDDT
 OR1049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OR1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1049+STABILITY: SURFACE MOTION
 OR1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1049+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 OR1049
 OR1049  HISTORY     - Date     Condition        Report By
 OR1049  HISTORY     - UNK      MONUMENTED       SDDT
 OR1049  HISTORY     - 19910627 GOOD             NGS
 OR1049  HISTORY     - 20120315 GOOD             INDIV
 OR1049
 OR1049                          STATION DESCRIPTION
 OR1049
 OR1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1049'10.0 KM (6.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1049'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1049'45.0 M (147.6 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 OR1049'OF THE HIGHWAY, 29.0 M (95.1 FT) NORTH-NORTHWEST OF THE NORTHEAST LEG
 OR1049'OF A HIGHWAY INFORMATION SIGN (WEATHER INFORMATION) , 22.3 M (73.2
 OR1049'FT) EAST OF A BRACED FENCE POST, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 OR1049'THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST, 0.8 M (2.6 FT)
 OR1049'SOUTH OF THE FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR1049'SURFACE.
 OR1049
 OR1049                          STATION RECOVERY (2012)
 OR1049
 OR1049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1048 ***********************************************************************
 OR1048  DESIGNATION -  I90 257.38
 OR1048  PID         -  OR1048
 OR1048  STATE/COUNTY-  SD/LYMAN
 OR1048  COUNTRY     -  US
 OR1048  USGS QUAD   -  OACOMA (2017)
 OR1048
 OR1048                         *CURRENT SURVEY CONTROL
 OR1048  ______________________________________________________________________
 OR1048* NAD 83(1986) POSITION- 43 49 28.     (N) 099 26 52.     (W)   SCALED
 OR1048* NAVD 88 ORTHO HEIGHT -   442.991 (meters)     1453.38  (feet) ADJUSTED
 OR1048  ______________________________________________________________________
 OR1048  GEOID HEIGHT    -        -25.511 (meters)                     GEOID18
 OR1048  DYNAMIC HEIGHT  -        442.873 (meters)     1452.99  (feet) COMP
 OR1048  MODELED GRAVITY -    980,339.9   (mgal)                       NAVD 88
 OR1048
 OR1048  VERT ORDER      -  FIRST     CLASS II
 OR1048
 OR1048.The horizontal coordinates were scaled from a map and have
 OR1048.an estimated accuracy of +/- 6 seconds.
 OR1048
 OR1048.The orthometric height was determined by differential leveling and
 OR1048.adjusted by the NATIONAL GEODETIC SURVEY
 OR1048.in September 1993.
 OR1048
 OR1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1048.GEOID18 height accuracy estimate available here.
 OR1048
 OR1048.Click photographs - Photos may exist for this station.
 OR1048
 OR1048.The dynamic height is computed by dividing the NAVD 88
 OR1048.geopotential number by the normal gravity value computed on the
 OR1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1048.degrees latitude (g = 980.6199 gals.).
 OR1048
 OR1048.The modeled gravity was interpolated from observed gravity values.
 OR1048
 OR1048;                    North         East    Units  Estimated Accuracy
 OR1048;SPC SD S     -   166,030.      671,230.      MT  (+/- 180 meters Scaled)
 OR1048
 OR1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP639524(NAD 83)
 OR1048
 OR1048                          SUPERSEDED SURVEY CONTROL
 OR1048
 OR1048.No superseded survey control is available for this station.
 OR1048
 OR1048_MARKER: DB = BENCH MARK DISK
 OR1048_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1048_STAMPING: 90-257.38
 OR1048_MARK LOGO: NONE
 OR1048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1048+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991
 OR1048
 OR1048  HISTORY     - Date     Condition        Report By
 OR1048  HISTORY     - UNK      MONUMENTED       SDDT
 OR1048  HISTORY     - 19910627 GOOD             NGS
 OR1048  HISTORY     - 20120313 MARK NOT FOUND   INDIV
 OR1048
 OR1048                          STATION DESCRIPTION
 OR1048
 OR1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1048'8.9 KM (5.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1048'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1048'87.2 M (286.1 FT) SOUTHEAST OF THE MOST SOUTHERLY OF 3 BRACED FENCE
 OR1048'POSTS, 61.0 M (200.1 FT) NORTHWEST OF THE MOST NORTHERLY OF 3 BRACED
 OR1048'FENCE POSTS, 42.5 M (139.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 OR1048'WESTBOUND LANES OF THE HIGHWAY, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 OR1048'HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A FENCE, AND 0.3 M (1.0 FT)
 OR1048'NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0
 OR1048'FT) BELOW THE GROUND SURFACE.
 OR1048
 OR1048                          STATION RECOVERY (2012)
 OR1048
 OR1048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1048'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1047 ***********************************************************************
 OR1047  DESIGNATION -  I90 258.4
 OR1047  PID         -  OR1047
 OR1047  STATE/COUNTY-  SD/LYMAN
 OR1047  COUNTRY     -  US
 OR1047  USGS QUAD   -  OACOMA (2017)
 OR1047
 OR1047                         *CURRENT SURVEY CONTROL
 OR1047  ______________________________________________________________________
 OR1047* NAD 83(1986) POSITION- 43 48 57.42   (N) 099 25 49.85   (W)   HD_HELD1
 OR1047* NAVD 88 ORTHO HEIGHT -   432.980 (meters)     1420.54  (feet) ADJUSTED
 OR1047  ______________________________________________________________________
 OR1047  GEOID HEIGHT    -        -25.545 (meters)                     GEOID18
 OR1047  DYNAMIC HEIGHT  -        432.860 (meters)     1420.14  (feet) COMP
 OR1047  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 OR1047
 OR1047  VERT ORDER      -  FIRST     CLASS II
 OR1047
 OR1047.The horizontal coordinates were determined by differentially corrected
 OR1047.hand held GPS observations or other comparable positioning techniques
 OR1047.and have an estimated accuracy of +/- 3 meters.
 OR1047
 OR1047.The orthometric height was determined by differential leveling and
 OR1047.adjusted by the NATIONAL GEODETIC SURVEY
 OR1047.in September 1993.
 OR1047
 OR1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1047.GEOID18 height accuracy estimate available here.
 OR1047
 OR1047.Click photographs - Photos may exist for this station.
 OR1047
 OR1047.The dynamic height is computed by dividing the NAVD 88
 OR1047.geopotential number by the normal gravity value computed on the
 OR1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1047.degrees latitude (g = 980.6199 gals.).
 OR1047
 OR1047.The modeled gravity was interpolated from observed gravity values.
 OR1047
 OR1047;                    North         East    Units  Estimated Accuracy
 OR1047;SPC SD S     -   165,101.4     672,627.4     MT  (+/- 3 meters HH1 GPS) 
 OR1047
 OR1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6537751521(NAD 83)
 OR1047
 OR1047                          SUPERSEDED SURVEY CONTROL
 OR1047
 OR1047.No superseded survey control is available for this station.
 OR1047
 OR1047_MARKER: P = PIPE CAP
 OR1047_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1047_MARK LOGO: NONE
 OR1047_PROJECTION: RECESSED 10 CENTIMETERS
 OR1047_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1047+STABILITY: POSITION/ELEVATION WELL
 OR1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1047+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 OR1047_ROD/PIPE-DEPTH: 12.8 meters
 OR1047_SLEEVE-DEPTH  : 3.0 meters
 OR1047
 OR1047  HISTORY     - Date     Condition        Report By
 OR1047  HISTORY     - 1981     MONUMENTED       SDDT
 OR1047  HISTORY     - 19910627 GOOD             NGS
 OR1047  HISTORY     - 20120321 GOOD             INDIV
 OR1047
 OR1047                          STATION DESCRIPTION
 OR1047
 OR1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1047'7.2 KM (4.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1047'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1047'69.3 M (227.4 FT) SOUTH OF THE SOUTH CORNER OF BRIDGE NUMBER
 OR1047'43-466-262, 50.0 M (164.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 OR1047'EASTBOUND LANES OF THE HIGHWAY, 24.0 M (78.7 FT) NORTHWEST OF A
 OR1047'UTILITY POLE, 3.2 M (10.5 FT) NORTHWEST OF A BRACED FENCE POST, 1.0 M
 OR1047'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 OR1047'WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST OF THE FENCE.
 OR1047'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH SCREW CAP.  THE
 OR1047'MARK IS UNSTAMPED.
 OR1047
 OR1047                          STATION RECOVERY (2012)
 OR1047
 OR1047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1046 ***********************************************************************
 OR1046  DESIGNATION -  I90 259.5
 OR1046  PID         -  OR1046
 OR1046  STATE/COUNTY-  SD/LYMAN
 OR1046  COUNTRY     -  US
 OR1046  USGS QUAD   -  OACOMA (2017)
 OR1046
 OR1046                         *CURRENT SURVEY CONTROL
 OR1046  ______________________________________________________________________
 OR1046* NAD 83(1986) POSITION- 43 48 23.     (N) 099 24 50.     (W)   SCALED
 OR1046* NAVD 88 ORTHO HEIGHT -   427.768 (meters)     1403.44  (feet) ADJUSTED
 OR1046  ______________________________________________________________________
 OR1046  GEOID HEIGHT    -        -25.582 (meters)                     GEOID18
 OR1046  DYNAMIC HEIGHT  -        427.654 (meters)     1403.06  (feet) COMP
 OR1046  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 OR1046
 OR1046  VERT ORDER      -  FIRST     CLASS II
 OR1046
 OR1046.The horizontal coordinates were scaled from a map and have
 OR1046.an estimated accuracy of +/- 6 seconds.
 OR1046
 OR1046.The orthometric height was determined by differential leveling and
 OR1046.adjusted by the NATIONAL GEODETIC SURVEY
 OR1046.in September 1993.
 OR1046
 OR1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1046.GEOID18 height accuracy estimate available here.
 OR1046
 OR1046.Click photographs - Photos may exist for this station.
 OR1046
 OR1046.The dynamic height is computed by dividing the NAVD 88
 OR1046.geopotential number by the normal gravity value computed on the
 OR1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1046.degrees latitude (g = 980.6199 gals.).
 OR1046
 OR1046.The modeled gravity was interpolated from observed gravity values.
 OR1046
 OR1046;                    North         East    Units  Estimated Accuracy
 OR1046;SPC SD S     -   164,050.      673,980.      MT  (+/- 180 meters Scaled)
 OR1046
 OR1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP667504(NAD 83)
 OR1046
 OR1046                          SUPERSEDED SURVEY CONTROL
 OR1046
 OR1046.No superseded survey control is available for this station.
 OR1046
 OR1046_MARKER: P = PIPE CAP
 OR1046_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1046_MARK LOGO: NONE
 OR1046_PROJECTION: PROJECTING 20 CENTIMETERS
 OR1046_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1046+STABILITY: POSITION/ELEVATION WELL
 OR1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1046+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR1046_ROD/PIPE-DEPTH: 10.7 meters
 OR1046_SLEEVE-DEPTH  : 3.0 meters
 OR1046
 OR1046  HISTORY     - Date     Condition        Report By
 OR1046  HISTORY     - 1981     MONUMENTED       SDDT
 OR1046  HISTORY     - 19910627 GOOD             NGS
 OR1046  HISTORY     - 20130115 GOOD             INDIV
 OR1046
 OR1046                          STATION DESCRIPTION
 OR1046
 OR1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1046'5.5 KM (3.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1046'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1046'93.5 M (306.8 FT) WEST OF THE SOUTHWEST CORNER OF BRIDGE NUMBER
 OR1046'43-475-268, 49.2 M (161.4 FT) SOUTHWEST OF AND LEVEL WITH THE
 OR1046'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 28.5 M (93.5 FT)
 OR1046'WEST OF A T-FENCE CORNER, 21.7 M (71.2 FT) NORTHWEST OF A UTILITY
 OR1046'POLE WITH 2 GUY CABLES, AND 1.9 M (6.2 FT) SOUTHWEST OF A WITNESS
 OR1046'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 4-INCH
 OR1046'SCREW CAP.  THE MARK IS UNSTAMPED.
 OR1046
 OR1046                          STATION RECOVERY (2013)
 OR1046
 OR1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR1046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1045 ***********************************************************************
 OR1045  DESIGNATION -  I90 259.52
 OR1045  PID         -  OR1045
 OR1045  STATE/COUNTY-  SD/LYMAN
 OR1045  COUNTRY     -  US
 OR1045  USGS QUAD   -  OACOMA (2017)
 OR1045
 OR1045                         *CURRENT SURVEY CONTROL
 OR1045  ______________________________________________________________________
 OR1045* NAD 83(1986) POSITION- 43 48 26.64   (N) 099 24 42.54   (W)   HD_HELD1
 OR1045* NAVD 88 ORTHO HEIGHT -   419.043 (meters)     1374.81  (feet) ADJUSTED
 OR1045  ______________________________________________________________________
 OR1045  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 OR1045  DYNAMIC HEIGHT  -        418.933 (meters)     1374.45  (feet) COMP
 OR1045  MODELED GRAVITY -    980,344.7   (mgal)                       NAVD 88
 OR1045
 OR1045  VERT ORDER      -  FIRST     CLASS II
 OR1045
 OR1045.The horizontal coordinates were determined by differentially corrected
 OR1045.hand held GPS observations or other comparable positioning techniques
 OR1045.and have an estimated accuracy of +/- 3 meters.
 OR1045
 OR1045.The orthometric height was determined by differential leveling and
 OR1045.adjusted by the NATIONAL GEODETIC SURVEY
 OR1045.in September 1993.
 OR1045
 OR1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1045.GEOID18 height accuracy estimate available here.
 OR1045
 OR1045.Click photographs - Photos may exist for this station.
 OR1045
 OR1045.The dynamic height is computed by dividing the NAVD 88
 OR1045.geopotential number by the normal gravity value computed on the
 OR1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1045.degrees latitude (g = 980.6199 gals.).
 OR1045
 OR1045.The modeled gravity was interpolated from observed gravity values.
 OR1045
 OR1045;                    North         East    Units  Estimated Accuracy
 OR1045;SPC SD S     -   164,168.1     674,142.0     MT  (+/- 3 meters HH1 GPS) 
 OR1045
 OR1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6687650563(NAD 83)
 OR1045
 OR1045                          SUPERSEDED SURVEY CONTROL
 OR1045
 OR1045.No superseded survey control is available for this station.
 OR1045
 OR1045_MARKER: DB = BENCH MARK DISK
 OR1045_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1045_STAMPING: 90-259.52
 OR1045_MARK LOGO: SDDT
 OR1045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1045+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 OR1045
 OR1045  HISTORY     - Date     Condition        Report By
 OR1045  HISTORY     - UNK      MONUMENTED       SDDT
 OR1045  HISTORY     - 19910627 GOOD             NGS
 OR1045  HISTORY     - 20050713 GOOD             GEOCAC
 OR1045  HISTORY     - 20120313 GOOD             INDIV
 OR1045
 OR1045                          STATION DESCRIPTION
 OR1045
 OR1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1045'5.4 KM (3.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1045'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1045'ON THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTH, 91.3 M (299.5
 OR1045'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR1045'32.2 M (105.6 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 11.7 M
 OR1045'(38.4 FT) NORTHEAST OF A UTILITY POLE WITH 2 GUY CABLES, 9.7 M (31.8
 OR1045'FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 3.0 M (9.8 FT) BELOW
 OR1045'THE LEVEL OF THE FRONTAGE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OR1045'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OR1045'SURFACE.
 OR1045
 OR1045                          STATION RECOVERY (2005)
 OR1045
 OR1045'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR1045'RECOVERED IN GOOD CONDITION.
 OR1045
 OR1045                          STATION RECOVERY (2012)
 OR1045
 OR1045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1044 ***********************************************************************
 OR1044  DESIGNATION -  I90 259.9
 OR1044  PID         -  OR1044
 OR1044  STATE/COUNTY-  SD/LYMAN
 OR1044  COUNTRY     -  US
 OR1044  USGS QUAD   -  OACOMA (2017)
 OR1044
 OR1044                         *CURRENT SURVEY CONTROL
 OR1044  ______________________________________________________________________
 OR1044* NAD 83(1986) POSITION- 43 48 09.     (N) 099 24 19.     (W)   SCALED
 OR1044* NAVD 88 ORTHO HEIGHT -   435.038 (meters)     1427.29  (feet) ADJUSTED
 OR1044  ______________________________________________________________________
 OR1044  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 OR1044  DYNAMIC HEIGHT  -        434.927 (meters)     1426.92  (feet) COMP
 OR1044  MODELED GRAVITY -    980,350.5   (mgal)                       NAVD 88
 OR1044
 OR1044  VERT ORDER      -  FIRST     CLASS II
 OR1044
 OR1044.The horizontal coordinates were scaled from a map and have
 OR1044.an estimated accuracy of +/- 6 seconds.
 OR1044
 OR1044.The orthometric height was determined by differential leveling and
 OR1044.adjusted by the NATIONAL GEODETIC SURVEY
 OR1044.in September 1993.
 OR1044
 OR1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1044.GEOID18 height accuracy estimate available here.
 OR1044
 OR1044.Click photographs - Photos may exist for this station.
 OR1044
 OR1044.The dynamic height is computed by dividing the NAVD 88
 OR1044.geopotential number by the normal gravity value computed on the
 OR1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1044.degrees latitude (g = 980.6199 gals.).
 OR1044
 OR1044.The modeled gravity was interpolated from observed gravity values.
 OR1044
 OR1044;                    North         East    Units  Estimated Accuracy
 OR1044;SPC SD S     -   163,630.      674,670.      MT  (+/- 180 meters Scaled)
 OR1044
 OR1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP673500(NAD 83)
 OR1044
 OR1044                          SUPERSEDED SURVEY CONTROL
 OR1044
 OR1044.No superseded survey control is available for this station.
 OR1044
 OR1044_MARKER: P = PIPE CAP
 OR1044_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1044_MARK LOGO: NONE
 OR1044_PROJECTION: RECESSED 5 CENTIMETERS
 OR1044_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1044+STABILITY: POSITION/ELEVATION WELL
 OR1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1044+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 OR1044_ROD/PIPE-DEPTH: 12.8 meters
 OR1044_SLEEVE-DEPTH  : 3.0 meters
 OR1044
 OR1044  HISTORY     - Date     Condition        Report By
 OR1044  HISTORY     - 1981     MONUMENTED       SDDT
 OR1044  HISTORY     - 19910627 GOOD             NGS
 OR1044  HISTORY     - 20120313 GOOD             INDIV
 OR1044
 OR1044                          STATION DESCRIPTION
 OR1044
 OR1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1044'4.8 KM (3.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1044'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1044'25.0 M (82.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OR1044'THE HIGHWAY, 18.0 M (59.1 FT) NORTH OF THE NORTHEAST CORNER OF BRIDGE
 OR1044'NUMBER 43-479-270, 7.2 M (23.6 FT) SOUTH OF A FENCE CORNER, 0.4 M
 OR1044'(1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 OR1044'THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A FENCE.  NOTE--ACCESS TO THE
 OR1044'DATUM POINT IS THROUGH A 4-INCH PVC SCREW CAP.  THE MARK IS
 OR1044'UNSTAMPED.
 OR1044
 OR1044                          STATION RECOVERY (2012)
 OR1044
 OR1044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1043 ***********************************************************************
 OR1043  DESIGNATION -  I90 260.4
 OR1043  PID         -  OR1043
 OR1043  STATE/COUNTY-  SD/LYMAN
 OR1043  COUNTRY     -  US
 OR1043  USGS QUAD   -  OACOMA (2017)
 OR1043
 OR1043                         *CURRENT SURVEY CONTROL
 OR1043  ______________________________________________________________________
 OR1043* NAD 83(1986) POSITION- 43 48 07.     (N) 099 23 49.     (W)   SCALED
 OR1043* NAVD 88 ORTHO HEIGHT -   436.612 (meters)     1432.45  (feet) ADJUSTED
 OR1043  ______________________________________________________________________
 OR1043  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 OR1043  DYNAMIC HEIGHT  -        436.500 (meters)     1432.08  (feet) COMP
 OR1043  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 OR1043
 OR1043  VERT ORDER      -  FIRST     CLASS II
 OR1043
 OR1043.The horizontal coordinates were scaled from a map and have
 OR1043.an estimated accuracy of +/- 6 seconds.
 OR1043
 OR1043.The orthometric height was determined by differential leveling and
 OR1043.adjusted by the NATIONAL GEODETIC SURVEY
 OR1043.in September 1993.
 OR1043
 OR1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1043.GEOID18 height accuracy estimate available here.
 OR1043
 OR1043.Click photographs - Photos may exist for this station.
 OR1043
 OR1043.The dynamic height is computed by dividing the NAVD 88
 OR1043.geopotential number by the normal gravity value computed on the
 OR1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1043.degrees latitude (g = 980.6199 gals.).
 OR1043
 OR1043.The modeled gravity was interpolated from observed gravity values.
 OR1043
 OR1043;                    North         East    Units  Estimated Accuracy
 OR1043;SPC SD S     -   163,580.      675,350.      MT  (+/- 180 meters Scaled)
 OR1043
 OR1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP680499(NAD 83)
 OR1043
 OR1043                          SUPERSEDED SURVEY CONTROL
 OR1043
 OR1043.No superseded survey control is available for this station.
 OR1043
 OR1043_MARKER: Z = SEE DESCRIPTION
 OR1043_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1043_STAMPING: I90 260.4
 OR1043_MARK LOGO: NGS
 OR1043_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1043_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1043+STABILITY: POSITION/ELEVATION WELL
 OR1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1043+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 OR1043_ROD/PIPE-DEPTH: 6.4 meters
 OR1043_SLEEVE-DEPTH  : 2.0 meters
 OR1043
 OR1043  HISTORY     - Date     Condition        Report By
 OR1043  HISTORY     - 1990     MONUMENTED       SDDT
 OR1043  HISTORY     - 19910627 GOOD             NGS
 OR1043  HISTORY     - 20120314 GOOD             INDIV
 OR1043
 OR1043                          STATION DESCRIPTION
 OR1043
 OR1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1043'1.1 KM (0.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1043'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1043'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR1043'1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) WEST OF THE WEST END
 OR1043'OF BRIDGE NUMBER 43-485-272 (EXIT 260), 69.2 M (227.0 FT) NORTH OF
 OR1043'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 29.8 M (97.8
 OR1043'FT) NORTH OF THE CENTER OF THE EASTBOUND ON RAMP, 10.0 M (32.8 FT)
 OR1043'EAST A BRACED FENCE POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE RAMP,
 OR1043'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OR1043'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 OR1043'CAP.
 OR1043
 OR1043                          STATION RECOVERY (2012)
 OR1043
 OR1043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1043'PVC CAP IS BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1042 ***********************************************************************
 OR1042  DESIGNATION -  I90 261.37
 OR1042  PID         -  OR1042
 OR1042  STATE/COUNTY-  SD/LYMAN
 OR1042  COUNTRY     -  US
 OR1042  USGS QUAD   -  OACOMA (2017)
 OR1042
 OR1042                         *CURRENT SURVEY CONTROL
 OR1042  ______________________________________________________________________
 OR1042* NAD 83(1986) POSITION- 43 48 12.     (N) 099 22 41.     (W)   SCALED
 OR1042* NAVD 88 ORTHO HEIGHT -   432.337 (meters)     1418.43  (feet) ADJUSTED
 OR1042  ______________________________________________________________________
 OR1042  GEOID HEIGHT    -        -25.600 (meters)                     GEOID18
 OR1042  DYNAMIC HEIGHT  -        432.225 (meters)     1418.06  (feet) COMP
 OR1042  MODELED GRAVITY -    980,348.7   (mgal)                       NAVD 88
 OR1042
 OR1042  VERT ORDER      -  FIRST     CLASS II
 OR1042
 OR1042.The horizontal coordinates were scaled from a map and have
 OR1042.an estimated accuracy of +/- 6 seconds.
 OR1042
 OR1042.The orthometric height was determined by differential leveling and
 OR1042.adjusted by the NATIONAL GEODETIC SURVEY
 OR1042.in September 1993.
 OR1042
 OR1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1042.GEOID18 height accuracy estimate available here.
 OR1042
 OR1042.Click photographs - Photos may exist for this station.
 OR1042
 OR1042.The dynamic height is computed by dividing the NAVD 88
 OR1042.geopotential number by the normal gravity value computed on the
 OR1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1042.degrees latitude (g = 980.6199 gals.).
 OR1042
 OR1042.The modeled gravity was interpolated from observed gravity values.
 OR1042
 OR1042;                    North         East    Units  Estimated Accuracy
 OR1042;SPC SD S     -   163,750.      676,860.      MT  (+/- 180 meters Scaled)
 OR1042
 OR1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP695500(NAD 83)
 OR1042
 OR1042                          SUPERSEDED SURVEY CONTROL
 OR1042
 OR1042.No superseded survey control is available for this station.
 OR1042
 OR1042_MARKER: DB = BENCH MARK DISK
 OR1042_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR1042_STAMPING: 90-261.37
 OR1042_MARK LOGO: SDDT
 OR1042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OR1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1042+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 OR1042
 OR1042  HISTORY     - Date     Condition        Report By
 OR1042  HISTORY     - UNK      MONUMENTED       SDDT
 OR1042  HISTORY     - 19910627 GOOD             NGS
 OR1042  HISTORY     - 20120314 GOOD             INDIV
 OR1042
 OR1042                          STATION DESCRIPTION
 OR1042
 OR1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1042'2.4 KM (1.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1042'END OF THE HIGHWAY SPANNING THE MISSOURI RIVER, NEAR THE CENTER OF 6
 OR1042'BRACED FENCE POSTS, 31.6 M (103.7 FT) NORTHWEST OF AND LEVEL WITH THE
 OR1042'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8.3 M (27.2 FT)
 OR1042'NORTH OF THE NORTHWEST LEG OF A HIGHWAY INFORMATION SIGN (EXIT 260
 OR1042'LODGING CAMPING), 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND
 OR1042'FENCE, AND THE MARK PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND.
 OR1042
 OR1042                          STATION RECOVERY (2012)
 OR1042
 OR1042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1041 ***********************************************************************
 OR1041  DESIGNATION -  I90 262.2
 OR1041  PID         -  OR1041
 OR1041  STATE/COUNTY-  SD/LYMAN
 OR1041  COUNTRY     -  US
 OR1041  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1041
 OR1041                         *CURRENT SURVEY CONTROL
 OR1041  ______________________________________________________________________
 OR1041* NAD 83(1986) POSITION- 43 48 24.     (N) 099 21 44.     (W)   SCALED
 OR1041* NAVD 88 ORTHO HEIGHT -   425.571 (meters)     1396.23  (feet) ADJUSTED
 OR1041  ______________________________________________________________________
 OR1041  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 OR1041  DYNAMIC HEIGHT  -        425.460 (meters)     1395.86  (feet) COMP
 OR1041  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 OR1041
 OR1041  VERT ORDER      -  FIRST     CLASS II
 OR1041
 OR1041.The horizontal coordinates were scaled from a map and have
 OR1041.an estimated accuracy of +/- 6 seconds.
 OR1041
 OR1041.The orthometric height was determined by differential leveling and
 OR1041.adjusted by the NATIONAL GEODETIC SURVEY
 OR1041.in September 1993.
 OR1041
 OR1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1041.GEOID18 height accuracy estimate available here.
 OR1041
 OR1041.Click photographs - Photos may exist for this station.
 OR1041
 OR1041.The dynamic height is computed by dividing the NAVD 88
 OR1041.geopotential number by the normal gravity value computed on the
 OR1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1041.degrees latitude (g = 980.6199 gals.).
 OR1041
 OR1041.The modeled gravity was interpolated from observed gravity values.
 OR1041
 OR1041;                    North         East    Units  Estimated Accuracy
 OR1041;SPC SD S     -   164,130.      678,130.      MT  (+/- 180 meters Scaled)
 OR1041
 OR1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP708504(NAD 83)
 OR1041
 OR1041                          SUPERSEDED SURVEY CONTROL
 OR1041
 OR1041.No superseded survey control is available for this station.
 OR1041
 OR1041_MARKER: Z = SEE DESCRIPTION
 OR1041_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1041_STAMPING: I90 262.2
 OR1041_MARK LOGO: NGS
 OR1041_PROJECTION: PROJECTING 10 CENTIMETERS
 OR1041_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1041+STABILITY: POSITION/ELEVATION WELL
 OR1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1041+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 OR1041_ROD/PIPE-DEPTH: 6.4 meters
 OR1041_SLEEVE-DEPTH  : 2.0 meters
 OR1041
 OR1041  HISTORY     - Date     Condition        Report By
 OR1041  HISTORY     - 1990     MONUMENTED       SDDT
 OR1041  HISTORY     - 19910627 GOOD             NGS
 OR1041  HISTORY     - 20120314 GOOD             INDIV
 OR1041
 OR1041                          STATION DESCRIPTION
 OR1041
 OR1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1041'1.1 KM (0.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE WEST
 OR1041'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1041'62.5 M (205.1 FT) SOUTH OF THE EAST OF A BRACED FENCE POST, 36.5 M
 OR1041'(119.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OR1041'HIGHWAY, 28.0 M (91.9 FT) NORTH OF THE WEST END OF A CABLE GUARD
 OR1041'RAIL, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 OR1041'FT) SOUTH OF A WITNESS POST.
 OR1041
 OR1041                          STATION RECOVERY (2012)
 OR1041
 OR1041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1040 ***********************************************************************
 OR1040  DESIGNATION -  I90 262.9
 OR1040  PID         -  OR1040
 OR1040  STATE/COUNTY-  SD/BRULE
 OR1040  COUNTRY     -  US
 OR1040  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1040
 OR1040                         *CURRENT SURVEY CONTROL
 OR1040  ______________________________________________________________________
 OR1040* NAD 83(1986) POSITION- 43 48 03.     (N) 099 21 07.     (W)   SCALED
 OR1040* NAVD 88 ORTHO HEIGHT -   426.033 (meters)     1397.74  (feet) ADJUSTED
 OR1040  ______________________________________________________________________
 OR1040  GEOID HEIGHT    -        -25.616 (meters)                     GEOID18
 OR1040  DYNAMIC HEIGHT  -        425.921 (meters)     1397.38  (feet) COMP
 OR1040  MODELED GRAVITY -    980,344.0   (mgal)                       NAVD 88
 OR1040
 OR1040  VERT ORDER      -  FIRST     CLASS II
 OR1040
 OR1040.The horizontal coordinates were scaled from a map and have
 OR1040.an estimated accuracy of +/- 6 seconds.
 OR1040
 OR1040.The orthometric height was determined by differential leveling and
 OR1040.adjusted by the NATIONAL GEODETIC SURVEY
 OR1040.in September 1993.
 OR1040
 OR1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1040.GEOID18 height accuracy estimate available here.
 OR1040
 OR1040.Click photographs - Photos may exist for this station.
 OR1040
 OR1040.The dynamic height is computed by dividing the NAVD 88
 OR1040.geopotential number by the normal gravity value computed on the
 OR1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1040.degrees latitude (g = 980.6199 gals.).
 OR1040
 OR1040.The modeled gravity was interpolated from observed gravity values.
 OR1040
 OR1040;                    North         East    Units  Estimated Accuracy
 OR1040;SPC SD S     -   163,490.      678,970.      MT  (+/- 180 meters Scaled)
 OR1040
 OR1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP716498(NAD 83)
 OR1040
 OR1040                          SUPERSEDED SURVEY CONTROL
 OR1040
 OR1040.No superseded survey control is available for this station.
 OR1040
 OR1040_MARKER: DB = BENCH MARK DISK
 OR1040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OR1040_SP_SET: ABUTMENT
 OR1040_STAMPING: I90-262.9
 OR1040_MARK LOGO: SDDT
 OR1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR1040+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 OR1040
 OR1040  HISTORY     - Date     Condition        Report By
 OR1040  HISTORY     - UNK      MONUMENTED       SDDT
 OR1040  HISTORY     - 19910625 GOOD             NGS
 OR1040  HISTORY     - 20120307 GOOD             INDIV
 OR1040
 OR1040                          STATION DESCRIPTION
 OR1040
 OR1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1040'IN CHAMBERLAIN, AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND THE
 OR1040'MISSOURI RIVER, IN TOP OF AND 6.4 M (21.0 FT) NORTHEAST OF THE
 OR1040'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY
 OR1040'BRIDGE SPANNING THE MISSOURI RIVER, AND 7.6 M (24.9 FT) SOUTHWEST OF
 OR1040'AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.
 OR1040
 OR1040                          STATION RECOVERY (2012)
 OR1040
 OR1040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1037 ***********************************************************************
 OR1037  DESIGNATION -  I90 263.4
 OR1037  PID         -  OR1037
 OR1037  STATE/COUNTY-  SD/BRULE
 OR1037  COUNTRY     -  US
 OR1037  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1037
 OR1037                         *CURRENT SURVEY CONTROL
 OR1037  ______________________________________________________________________
 OR1037* NAD 83(1986) POSITION- 43 47 41.     (N) 099 20 46.     (W)   SCALED
 OR1037* NAVD 88 ORTHO HEIGHT -   438.486 (meters)     1438.60  (feet) ADJUSTED
 OR1037  ______________________________________________________________________
 OR1037  GEOID HEIGHT    -        -25.629 (meters)                     GEOID18
 OR1037  DYNAMIC HEIGHT  -        438.369 (meters)     1438.22  (feet) COMP
 OR1037  MODELED GRAVITY -    980,341.3   (mgal)                       NAVD 88
 OR1037
 OR1037  VERT ORDER      -  FIRST     CLASS II
 OR1037
 OR1037.The horizontal coordinates were scaled from a map and have
 OR1037.an estimated accuracy of +/- 6 seconds.
 OR1037
 OR1037.The orthometric height was determined by differential leveling and
 OR1037.adjusted by the NATIONAL GEODETIC SURVEY
 OR1037.in September 1993.
 OR1037
 OR1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1037.GEOID18 height accuracy estimate available here.
 OR1037
 OR1037.Click photographs - Photos may exist for this station.
 OR1037
 OR1037.The dynamic height is computed by dividing the NAVD 88
 OR1037.geopotential number by the normal gravity value computed on the
 OR1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1037.degrees latitude (g = 980.6199 gals.).
 OR1037
 OR1037.The modeled gravity was interpolated from observed gravity values.
 OR1037
 OR1037;                    North         East    Units  Estimated Accuracy
 OR1037;SPC SD S     -   162,820.      679,450.      MT  (+/- 180 meters Scaled)
 OR1037
 OR1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP721491(NAD 83)
 OR1037
 OR1037                          SUPERSEDED SURVEY CONTROL
 OR1037
 OR1037.No superseded survey control is available for this station.
 OR1037
 OR1037_MARKER: Z = SEE DESCRIPTION
 OR1037_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1037_STAMPING: I90 263.4
 OR1037_MARK LOGO: NGS
 OR1037_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1037_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1037+STABILITY: POSITION/ELEVATION WELL
 OR1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1037+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1037_ROD/PIPE-DEPTH: 6.4 meters
 OR1037_SLEEVE-DEPTH  : 2.0 meters
 OR1037
 OR1037  HISTORY     - Date     Condition        Report By
 OR1037  HISTORY     - 1990     MONUMENTED       SDDT
 OR1037  HISTORY     - 19910625 GOOD             NGS
 OR1037  HISTORY     - 20120312 GOOD             INDIV
 OR1037
 OR1037                          STATION DESCRIPTION
 OR1037
 OR1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1037'0.2 KM (0.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1037'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1037'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR1037'1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) WEST OF THE NORTHWEST
 OR1037'END OF BRIDGE NUMBER 09-065-095, 180.0 M (590.5 FT) SOUTHWEST OF THE
 OR1037'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 150.0 M (492.1 FT)
 OR1037'NORTHWEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 90 BUSINESS, 46.9 M
 OR1037'(153.9 FT) WEST OF THE CENTER OF THE EASTBOUND HIGHWAY OFF RAMP (EXIT
 OR1037'263), 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE RAMP, AND 0.3 M (1.0 FT)
 OR1037'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OR1037'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1037
 OR1037                          STATION RECOVERY (2012)
 OR1037
 OR1037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1035 ***********************************************************************
 OR1035  DESIGNATION -  I90 264.5
 OR1035  PID         -  OR1035
 OR1035  STATE/COUNTY-  SD/BRULE
 OR1035  COUNTRY     -  US
 OR1035  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1035
 OR1035                         *CURRENT SURVEY CONTROL
 OR1035  ______________________________________________________________________
 OR1035* NAD 83(1986) POSITION- 43 47 04.56   (N) 099 19 50.76   (W)   HD_HELD1
 OR1035* NAVD 88 ORTHO HEIGHT -   525.435 (meters)     1723.86  (feet) ADJUSTED
 OR1035  ______________________________________________________________________
 OR1035  GEOID HEIGHT    -        -25.646 (meters)                     GEOID18
 OR1035  DYNAMIC HEIGHT  -        525.295 (meters)     1723.41  (feet) COMP
 OR1035  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 OR1035
 OR1035  VERT ORDER      -  FIRST     CLASS II
 OR1035
 OR1035.The horizontal coordinates were determined by differentially corrected
 OR1035.hand held GPS observations or other comparable positioning techniques
 OR1035.and have an estimated accuracy of +/- 3 meters.
 OR1035
 OR1035.The orthometric height was determined by differential leveling and
 OR1035.adjusted by the NATIONAL GEODETIC SURVEY
 OR1035.in September 1993.
 OR1035
 OR1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1035.GEOID18 height accuracy estimate available here.
 OR1035
 OR1035.Click photographs - Photos may exist for this station.
 OR1035
 OR1035.The dynamic height is computed by dividing the NAVD 88
 OR1035.geopotential number by the normal gravity value computed on the
 OR1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1035.degrees latitude (g = 980.6199 gals.).
 OR1035
 OR1035.The modeled gravity was interpolated from observed gravity values.
 OR1035
 OR1035;                    North         East    Units  Estimated Accuracy
 OR1035;SPC SD S     -   161,710.8     680,693.3     MT  (+/- 3 meters HH1 GPS) 
 OR1035
 OR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7338548002(NAD 83)
 OR1035
 OR1035                          SUPERSEDED SURVEY CONTROL
 OR1035
 OR1035.No superseded survey control is available for this station.
 OR1035
 OR1035_MARKER: Z = SEE DESCRIPTION
 OR1035_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1035_STAMPING: I90 264.5
 OR1035_MARK LOGO: NGS
 OR1035_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1035_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1035+STABILITY: POSITION/ELEVATION WELL
 OR1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1035+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1035_ROD/PIPE-DEPTH: 6.4 meters
 OR1035_SLEEVE-DEPTH  : 2.0 meters
 OR1035
 OR1035  HISTORY     - Date     Condition        Report By
 OR1035  HISTORY     - 1990     MONUMENTED       SDDT
 OR1035  HISTORY     - 19910625 GOOD             NGS
 OR1035  HISTORY     - 20050713 GOOD             GEOCAC
 OR1035  HISTORY     - 20120312 GOOD             INDIV
 OR1035
 OR1035                          STATION DESCRIPTION
 OR1035
 OR1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1035'1.7 KM (1.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1035'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1035'EAST OF THE EAST END OF BRIDGE NUMBER 08-069-103, A STAINLESS STEEL
 OR1035'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR1035'GALVANIZED STEEL PIPE, 240.0 M (787.4 FT) NORTHEAST OF THE CENTERLINE
 OR1035'OF THE WESTBOUND LANES OF THE HIGHWAY, 230.0 M (754.6 FT) EAST OF THE
 OR1035'EAST END OF BRIDGE NUMBER 08-069-103, 38.9 M (127.6 FT) NORTHEAST OF
 OR1035'THE CENTER OF A WESTBOUND OFF RAMP LEADING TO A REST AREA, 6.5 M
 OR1035'(21.3 FT) SOUTH OF A T-FENCE CORNER AT THE SOUTH BOUNDARY OF A
 OR1035'CEMETERY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE RAMP, AND 0.3 M (1.0
 OR1035'FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OR1035'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1035
 OR1035                          STATION RECOVERY (2005)
 OR1035
 OR1035'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR1035'RECOVERED IN GOOD CONDITION.
 OR1035
 OR1035                          STATION RECOVERY (2012)
 OR1035
 OR1035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1034 ***********************************************************************
 OR1034  CBN         -  This is a Cooperative Base Network Control Station.
 OR1034  DESIGNATION -  I90 265.5
 OR1034  PID         -  OR1034
 OR1034  STATE/COUNTY-  SD/BRULE
 OR1034  COUNTRY     -  US
 OR1034  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1034
 OR1034                         *CURRENT SURVEY CONTROL
 OR1034  ______________________________________________________________________
 OR1034* NAD 83(2011) POSITION- 43 46 25.48906(N) 099 19 08.23572(W)   ADJUSTED
 OR1034* NAD 83(2011) ELLIP HT-   494.569 (meters)        (06/27/12)   ADJUSTED
 OR1034* NAD 83(2011) EPOCH   -  2010.00
 OR1034* NAVD 88 ORTHO HEIGHT -   520.270 (meters)     1706.92  (feet) ADJUSTED
 OR1034  ______________________________________________________________________
 OR1034  GEOID HEIGHT    -        -25.671 (meters)                     GEOID18
 OR1034  NAD 83(2011) X  -   -747,026.601 (meters)                     COMP
 OR1034  NAD 83(2011) Y  - -4,552,375.841 (meters)                     COMP
 OR1034  NAD 83(2011) Z  -  4,390,315.858 (meters)                     COMP
 OR1034  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 OR1034  DYNAMIC HEIGHT  -        520.127 (meters)     1706.45  (feet) COMP
 OR1034  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 OR1034
 OR1034  VERT ORDER      -  FIRST     CLASS II
 OR1034
 OR1034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1034  Standards:
 OR1034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1034  -------------------------------------------------------------------
 OR1034  NETWORK    0.81   1.63           0.37   0.28   0.83     -0.03324045
 OR1034  -------------------------------------------------------------------
 OR1034  Click here for local accuracies and other accuracy information.
 OR1034
 OR1034.The horizontal coordinates were established by GPS observations
 OR1034.and adjusted by the National Geodetic Survey in June 2012.
 OR1034
 OR1034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1034.been affixed to the stable North American tectonic plate. See 
 OR1034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1034
 OR1034.The horizontal coordinates are valid at the epoch date displayed above
 OR1034.which is a decimal equivalence of Year/Month/Day.
 OR1034
 OR1034.The orthometric height was determined by differential leveling and
 OR1034.adjusted by the NATIONAL GEODETIC SURVEY
 OR1034.in September 1993.
 OR1034
 OR1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1034.GEOID18 height accuracy estimate available here.
 OR1034
 OR1034.Click photographs - Photos may exist for this station.
 OR1034
 OR1034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1034
 OR1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1034
 OR1034.The ellipsoidal height was determined by GPS observations
 OR1034.and is referenced to NAD 83.
 OR1034
 OR1034.The dynamic height is computed by dividing the NAVD 88
 OR1034.geopotential number by the normal gravity value computed on the
 OR1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1034.degrees latitude (g = 980.6199 gals.).
 OR1034
 OR1034.The modeled gravity was interpolated from observed gravity values.
 OR1034
 OR1034. The following values were computed from the NAD 83(2011) position.
 OR1034
 OR1034;                    North         East     Units Scale Factor Converg.
 OR1034;SPC SD S     -   160,516.649   681,658.675   MT  0.99991054   +0 41 59.2
 OR1034;SPC SD S     -   526,628.37  2,236,408.50   sFT  0.99991054   +0 41 59.2
 OR1034;UTM  14      - 4,846,793.342   474,331.136   MT  0.99960810   -0 13 14.4
 OR1034
 OR1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1034!SPC SD S     -   0.99992245  x   0.99991054  =   0.99983300
 OR1034!UTM  14      -   0.99992245  x   0.99960810  =   0.99953058
 OR1034
 OR1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7433146793(NAD 83)
 OR1034
 OR1034                          SUPERSEDED SURVEY CONTROL
 OR1034
 OR1034  NAD 83(2007)-  43 46 25.48902(N)    099 19 08.23661(W) AD(2002.00) 0
 OR1034  ELLIP H (02/10/07)  494.594  (m)                       GP(2002.00)    
 OR1034  NAD 83(1996)-  43 46 25.48887(N)    099 19 08.23647(W) AD(       ) A
 OR1034  ELLIP H (06/23/03)  494.589  (m)                       GP(       ) 3 1
 OR1034  NAVD 88             520.27   (m)         1706.9    (f) LEVELING    3  
 OR1034
 OR1034.Superseded values are not recommended for survey control.
 OR1034
 OR1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1034.See file dsdata.pdf to determine how the superseded data were derived.
 OR1034
 OR1034_MARKER: Z = SEE DESCRIPTION
 OR1034_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1034_STAMPING: I90 265.5
 OR1034_MARK LOGO: NGS
 OR1034_PROJECTION: FLUSH
 OR1034_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1034+STABILITY: POSITION/ELEVATION WELL
 OR1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1034+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1034_ROD/PIPE-DEPTH: 6.40 meters
 OR1034_SLEEVE-DEPTH  : 2.00 meters
 OR1034
 OR1034  HISTORY     - Date     Condition        Report By
 OR1034  HISTORY     - 1990     MONUMENTED       SDDT
 OR1034  HISTORY     - 19910625 GOOD             NGS
 OR1034  HISTORY     - 20020523 GOOD             SDDT
 OR1034  HISTORY     - 20120312 GOOD             INDIV
 OR1034
 OR1034                          STATION DESCRIPTION
 OR1034
 OR1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1034'3.4 KM (2.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1034'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1034'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP ATTACHED TO A 1 1/2-INCH
 OR1034'GALVANIZED STEEL PIPE, 0.6 KM (0.4 MI) WEST OF OVERPASS NUMBER
 OR1034'08-080-112, 32.7 M (107.3 FT) NORTHEAST OF AND LEVEL WITH THE
 OR1034'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 14.6 M (47.9 FT)
 OR1034'SOUTHEAST OF THE MOST EASTERLY OF 6 BRACED FENCE POSTS, AND 0.3 M
 OR1034'(1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OR1034'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OR1034'PVC CAP.
 OR1034
 OR1034                          STATION RECOVERY (2002)
 OR1034
 OR1034'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OR1034'RECOVERED AS DESCRIBED
 OR1034'
 OR1034
 OR1034                          STATION RECOVERY (2012)
 OR1034
 OR1034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1030 ***********************************************************************
 OR1030  DESIGNATION -  I90 269.9
 OR1030  PID         -  OR1030
 OR1030  STATE/COUNTY-  SD/BRULE
 OR1030  COUNTRY     -  US
 OR1030  USGS QUAD   -  PUKWANA (2017)
 OR1030
 OR1030                         *CURRENT SURVEY CONTROL
 OR1030  ______________________________________________________________________
 OR1030* NAD 83(1986) POSITION- 43 45 09.     (N) 099 14 11.     (W)   SCALED
 OR1030* NAVD 88 ORTHO HEIGHT -   504.785 (meters)     1656.12  (feet) ADJUSTED
 OR1030  ______________________________________________________________________
 OR1030  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 OR1030  DYNAMIC HEIGHT  -        504.648 (meters)     1655.67  (feet) COMP
 OR1030  MODELED GRAVITY -    980,331.4   (mgal)                       NAVD 88
 OR1030
 OR1030  VERT ORDER      -  FIRST     CLASS II
 OR1030
 OR1030.The horizontal coordinates were scaled from a map and have
 OR1030.an estimated accuracy of +/- 6 seconds.
 OR1030
 OR1030.The orthometric height was determined by differential leveling and
 OR1030.adjusted by the NATIONAL GEODETIC SURVEY
 OR1030.in September 1993.
 OR1030
 OR1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1030.GEOID18 height accuracy estimate available here.
 OR1030
 OR1030.Click photographs - Photos may exist for this station.
 OR1030
 OR1030.The dynamic height is computed by dividing the NAVD 88
 OR1030.geopotential number by the normal gravity value computed on the
 OR1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1030.degrees latitude (g = 980.6199 gals.).
 OR1030
 OR1030.The modeled gravity was interpolated from observed gravity values.
 OR1030
 OR1030;                    North         East    Units  Estimated Accuracy
 OR1030;SPC SD S     -   158,240.      688,340.      MT  (+/- 180 meters Scaled)
 OR1030
 OR1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP809444(NAD 83)
 OR1030
 OR1030                          SUPERSEDED SURVEY CONTROL
 OR1030
 OR1030.No superseded survey control is available for this station.
 OR1030
 OR1030_MARKER: Z = SEE DESCRIPTION
 OR1030_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1030_STAMPING: I90 269.9
 OR1030_MARK LOGO: NGS
 OR1030_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1030_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1030+STABILITY: POSITION/ELEVATION WELL
 OR1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1030+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 OR1030_ROD/PIPE-DEPTH: 6.4 meters
 OR1030_SLEEVE-DEPTH  : 2.0 meters
 OR1030
 OR1030  HISTORY     - Date     Condition        Report By
 OR1030  HISTORY     - 1990     MONUMENTED       SDDT
 OR1030  HISTORY     - 19910625 GOOD             NGS
 OR1030  HISTORY     - 20120312 MARK NOT FOUND   INDIV
 OR1030
 OR1030                          STATION DESCRIPTION
 OR1030
 OR1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1030'10.5 KM (6.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1030'END OF THE INTERSTATE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN
 OR1030'CHAMBERLAIN, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS
 OR1030'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) WEST
 OR1030'OF OVERPASS NUMBER 08-120-125, 43.7 M (143.4 FT) NORTH OF THE
 OR1030'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 OR1030'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OR1030'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR1030'LOGO CAP AND THEN A 4-INCH PVC CAP.
 OR1030
 OR1030                          STATION RECOVERY (2012)
 OR1030
 OR1030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1027 ***********************************************************************
 OR1027  DESIGNATION -  I90 272.9
 OR1027  PID         -  OR1027
 OR1027  STATE/COUNTY-  SD/BRULE
 OR1027  COUNTRY     -  US
 OR1027  USGS QUAD   -  PUKWANA (2017)
 OR1027
 OR1027                         *CURRENT SURVEY CONTROL
 OR1027  ______________________________________________________________________
 OR1027* NAD 83(1986) POSITION- 43 45 12.     (N) 099 10 39.     (W)   SCALED
 OR1027* NAVD 88 ORTHO HEIGHT -   487.348 (meters)     1598.91  (feet) ADJUSTED
 OR1027  ______________________________________________________________________
 OR1027  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 OR1027  DYNAMIC HEIGHT  -        487.217 (meters)     1598.48  (feet) COMP
 OR1027  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 OR1027
 OR1027  VERT ORDER      -  FIRST     CLASS II
 OR1027
 OR1027.The horizontal coordinates were scaled from a map and have
 OR1027.an estimated accuracy of +/- 6 seconds.
 OR1027
 OR1027.The orthometric height was determined by differential leveling and
 OR1027.adjusted by the NATIONAL GEODETIC SURVEY
 OR1027.in September 1993.
 OR1027
 OR1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1027.GEOID18 height accuracy estimate available here.
 OR1027
 OR1027.Click photographs - Photos may exist for this station.
 OR1027
 OR1027.The dynamic height is computed by dividing the NAVD 88
 OR1027.geopotential number by the normal gravity value computed on the
 OR1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1027.degrees latitude (g = 980.6199 gals.).
 OR1027
 OR1027.The modeled gravity was interpolated from observed gravity values.
 OR1027
 OR1027;                    North         East    Units  Estimated Accuracy
 OR1027;SPC SD S     -   158,400.      693,080.      MT  (+/- 180 meters Scaled)
 OR1027
 OR1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP857444(NAD 83)
 OR1027
 OR1027                          SUPERSEDED SURVEY CONTROL
 OR1027
 OR1027.No superseded survey control is available for this station.
 OR1027
 OR1027_MARKER: Z = SEE DESCRIPTION
 OR1027_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1027_STAMPING: I90 272.9
 OR1027_MARK LOGO: NGS
 OR1027_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1027_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1027+STABILITY: POSITION/ELEVATION WELL
 OR1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1027+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 OR1027_ROD/PIPE-DEPTH: 6.4 meters
 OR1027_SLEEVE-DEPTH  : 2.0 meters
 OR1027
 OR1027  HISTORY     - Date     Condition        Report By
 OR1027  HISTORY     - 1990     MONUMENTED       SDDT
 OR1027  HISTORY     - 19910625 GOOD             NGS
 OR1027  HISTORY     - 20120308 GOOD             INDIV
 OR1027
 OR1027                          STATION DESCRIPTION
 OR1027
 OR1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1027'15.3 KM (9.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1027'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1027'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR1027'1/2-INCH GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) EAST OF OVERPASS
 OR1027'NUMBER 08-145-124 (EXIT 272), 42.2 M (138.5 FT) NORTH OF THE
 OR1027'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 36.2 M (118.8 FT)
 OR1027'NORTH OF THE CENTER OF THE WESTBOUND OFF RAMP, 32.5 M (106.6 FT) WEST
 OR1027'OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OR1027'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OR1027'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OR1027'4-INCH PVC CAP.
 OR1027
 OR1027                          STATION RECOVERY (2012)
 OR1027
 OR1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1022 ***********************************************************************
 OR1022  DESIGNATION -  I90 278.0
 OR1022  PID         -  OR1022
 OR1022  STATE/COUNTY-  SD/BRULE
 OR1022  COUNTRY     -  US
 OR1022  USGS QUAD   -  PUKWANA SE (2017)
 OR1022
 OR1022                         *CURRENT SURVEY CONTROL
 OR1022  ______________________________________________________________________
 OR1022* NAD 83(1986) POSITION- 43 45 10.20   (N) 099 04 36.38   (W)   HD_HELD1
 OR1022* NAVD 88 ORTHO HEIGHT -   507.981 (meters)     1666.60  (feet) ADJUSTED
 OR1022  ______________________________________________________________________
 OR1022  GEOID HEIGHT    -        -25.762 (meters)                     GEOID18
 OR1022  DYNAMIC HEIGHT  -        507.843 (meters)     1666.15  (feet) COMP
 OR1022  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 OR1022
 OR1022  VERT ORDER      -  FIRST     CLASS II
 OR1022
 OR1022.The horizontal coordinates were determined by differentially corrected
 OR1022.hand held GPS observations or other comparable positioning techniques
 OR1022.and have an estimated accuracy of +/- 3 meters.
 OR1022
 OR1022.The orthometric height was determined by differential leveling and
 OR1022.adjusted by the NATIONAL GEODETIC SURVEY
 OR1022.in September 1993.
 OR1022
 OR1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1022.GEOID18 height accuracy estimate available here.
 OR1022
 OR1022.Click photographs - Photos may exist for this station.
 OR1022
 OR1022.The dynamic height is computed by dividing the NAVD 88
 OR1022.geopotential number by the normal gravity value computed on the
 OR1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1022.degrees latitude (g = 980.6199 gals.).
 OR1022
 OR1022.The modeled gravity was interpolated from observed gravity values.
 OR1022
 OR1022;                    North         East    Units  Estimated Accuracy
 OR1022;SPC SD S     -   158,460.0     701,188.4     MT  (+/- 3 meters HH1 GPS) 
 OR1022
 OR1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9381944424(NAD 83)
 OR1022
 OR1022                          SUPERSEDED SURVEY CONTROL
 OR1022
 OR1022.No superseded survey control is available for this station.
 OR1022
 OR1022_MARKER: Z = SEE DESCRIPTION
 OR1022_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1022_STAMPING: I90 278.0
 OR1022_MARK LOGO: NGS
 OR1022_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1022_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1022+STABILITY: POSITION/ELEVATION WELL
 OR1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1022+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 OR1022_ROD/PIPE-DEPTH: 6.4 meters
 OR1022_SLEEVE-DEPTH  : 2.0 meters
 OR1022
 OR1022  HISTORY     - Date     Condition        Report By
 OR1022  HISTORY     - 1990     MONUMENTED       SDDT
 OR1022  HISTORY     - 19910625 GOOD             NGS
 OR1022  HISTORY     - 20120306 GOOD             INDIV
 OR1022
 OR1022                          STATION DESCRIPTION
 OR1022
 OR1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1022'9.8 KM (6.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1022'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, A STEEL BALL
 OR1022'EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED
 OR1022'STEEL PIPE, 0.3 KM (0.2 MI) WEST OF THE WEST END OF BRIDGE NUMBER
 OR1022'08-200-125, 59.4 M (194.9 FT) WEST-NORTHWEST OF MILEPOST 278, 57.0 M
 OR1022'(187.0 FT) EAST OF A BRACED FENCE POST, 34.2 M (112.2 FT) NORTH OF
 OR1022'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 OR1022'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OR1022'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR1022'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1022
 OR1022                          STATION RECOVERY (2012)
 OR1022
 OR1022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1020 ***********************************************************************
 OR1020  DESIGNATION -  I90 281.3
 OR1020  PID         -  OR1020
 OR1020  STATE/COUNTY-  SD/BRULE
 OR1020  COUNTRY     -  US
 OR1020  USGS QUAD   -  BIJOU HILLS NE (2017)
 OR1020
 OR1020                         *CURRENT SURVEY CONTROL
 OR1020  ______________________________________________________________________
 OR1020* NAD 83(1986) POSITION- 43 44 41.     (N) 099 00 41.     (W)   SCALED
 OR1020* NAVD 88 ORTHO HEIGHT -   527.674 (meters)     1731.21  (feet) ADJUSTED
 OR1020  ______________________________________________________________________
 OR1020  GEOID HEIGHT    -        -25.764 (meters)                     GEOID18
 OR1020  DYNAMIC HEIGHT  -        527.528 (meters)     1730.73  (feet) COMP
 OR1020  MODELED GRAVITY -    980,328.0   (mgal)                       NAVD 88
 OR1020
 OR1020  VERT ORDER      -  FIRST     CLASS II
 OR1020
 OR1020.The horizontal coordinates were scaled from a map and have
 OR1020.an estimated accuracy of +/- 6 seconds.
 OR1020
 OR1020.The orthometric height was determined by differential leveling and
 OR1020.adjusted by the NATIONAL GEODETIC SURVEY
 OR1020.in September 1993.
 OR1020
 OR1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1020.GEOID18 height accuracy estimate available here.
 OR1020
 OR1020.Click photographs - Photos may exist for this station.
 OR1020
 OR1020.The dynamic height is computed by dividing the NAVD 88
 OR1020.geopotential number by the normal gravity value computed on the
 OR1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1020.degrees latitude (g = 980.6199 gals.).
 OR1020
 OR1020.The modeled gravity was interpolated from observed gravity values.
 OR1020
 OR1020;                    North         East    Units  Estimated Accuracy
 OR1020;SPC SD S     -   157,640.      706,470.      MT  (+/- 180 meters Scaled)
 OR1020
 OR1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP990435(NAD 83)
 OR1020
 OR1020                          SUPERSEDED SURVEY CONTROL
 OR1020
 OR1020.No superseded survey control is available for this station.
 OR1020
 OR1020_MARKER: Z = SEE DESCRIPTION
 OR1020_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1020_STAMPING: I90 281.3
 OR1020_MARK LOGO: NGS
 OR1020_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1020_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1020+STABILITY: POSITION/ELEVATION WELL
 OR1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1020+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1020_ROD/PIPE-DEPTH: 6.4 meters
 OR1020_SLEEVE-DEPTH  : 2.0 meters
 OR1020
 OR1020  HISTORY     - Date     Condition        Report By
 OR1020  HISTORY     - 1990     MONUMENTED       SDDT
 OR1020  HISTORY     - 19910625 GOOD             NGS
 OR1020  HISTORY     - 20120312 GOOD             INDIV
 OR1020
 OR1020                          STATION DESCRIPTION
 OR1020
 OR1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1020'4.5 KM (2.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1020'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, A STAINLESS STEEL
 OR1020'BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR1020'GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) EAST OF THE EAST END OF BRIDGE
 OR1020'NUMBER 08-230-130, 92.9 M (304.8 FT) EAST-SOUTHEAST OF A T-FENCE
 OR1020'CORNER, 74.2 M (243.4 FT) WEST-NORTHWEST OF A BRACED FENCE POST, 34.1
 OR1020'M (111.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 OR1020'OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OR1020'0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND FENCE.
 OR1020'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR1020'THROUGH A 4-INCH PVC CAP.
 OR1020
 OR1020                          STATION RECOVERY (2012)
 OR1020
 OR1020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1018 ***********************************************************************
 OR1018  DESIGNATION -  I90 283.9
 OR1018  PID         -  OR1018
 OR1018  STATE/COUNTY-  SD/BRULE
 OR1018  COUNTRY     -  US
 OR1018  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR1018
 OR1018                         *CURRENT SURVEY CONTROL
 OR1018  ______________________________________________________________________
 OR1018* NAD 83(1986) POSITION- 43 44 19.     (N) 098 57 39.     (W)   SCALED
 OR1018* NAVD 88 ORTHO HEIGHT -   539.809 (meters)     1771.02  (feet) ADJUSTED
 OR1018  ______________________________________________________________________
 OR1018  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OR1018  DYNAMIC HEIGHT  -        539.658 (meters)     1770.53  (feet) COMP
 OR1018  MODELED GRAVITY -    980,323.0   (mgal)                       NAVD 88
 OR1018
 OR1018  VERT ORDER      -  FIRST     CLASS II
 OR1018
 OR1018.The horizontal coordinates were scaled from a map and have
 OR1018.an estimated accuracy of +/- 6 seconds.
 OR1018
 OR1018.The orthometric height was determined by differential leveling and
 OR1018.adjusted by the NATIONAL GEODETIC SURVEY
 OR1018.in September 1993.
 OR1018
 OR1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1018.GEOID18 height accuracy estimate available here.
 OR1018
 OR1018.Click photographs - Photos may exist for this station.
 OR1018
 OR1018.The dynamic height is computed by dividing the NAVD 88
 OR1018.geopotential number by the normal gravity value computed on the
 OR1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1018.degrees latitude (g = 980.6199 gals.).
 OR1018
 OR1018.The modeled gravity was interpolated from observed gravity values.
 OR1018
 OR1018;                    North         East    Units  Estimated Accuracy
 OR1018;SPC SD S     -   157,030.      710,550.      MT  (+/- 180 meters Scaled)
 OR1018
 OR1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP031428(NAD 83)
 OR1018
 OR1018                          SUPERSEDED SURVEY CONTROL
 OR1018
 OR1018.No superseded survey control is available for this station.
 OR1018
 OR1018_MARKER: Z = SEE DESCRIPTION
 OR1018_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1018_STAMPING: I90 283.9
 OR1018_MARK LOGO: NGS
 OR1018_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1018_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1018+STABILITY: POSITION/ELEVATION WELL
 OR1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1018+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1018_ROD/PIPE-DEPTH: 6.4 meters
 OR1018_SLEEVE-DEPTH  : 2.0 meters
 OR1018
 OR1018  HISTORY     - Date     Condition        Report By
 OR1018  HISTORY     - 1990     MONUMENTED       SDDT
 OR1018  HISTORY     - 19910621 GOOD             NGS
 OR1018  HISTORY     - 20120312 GOOD             INDIV
 OR1018
 OR1018                          STATION DESCRIPTION
 OR1018
 OR1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1018'0.2 KM (0.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1018'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, A STAINLESS STEEL BALL
 OR1018'EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED
 OR1018'STEEL PIPE, 194.0 M (636.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 OR1018'BRIDGE NUMBER 08-258-135, 51.7 M (169.6 FT) NORTH OF THE CENTERLINE
 OR1018'OF THE WESTBOUND LANES OF THE HIGHWAY, 20.7 M (67.9 FT) NORTH OF THE
 OR1018'CENTER OF THE WESTBOUND ON RAMP, 16.0 M (52.5 FT) WEST OF A UTILITY
 OR1018'LIGHT POLE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OR1018'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR1018'A 4-INCH PVC CAP.
 OR1018
 OR1018                          STATION RECOVERY (2012)
 OR1018
 OR1018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1018'LOGO CAP IS MISSING, PVC CAP IS MISSING
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1015 ***********************************************************************
 OR1015  DESIGNATION -  I90 287.5
 OR1015  PID         -  OR1015
 OR1015  STATE/COUNTY-  SD/BRULE
 OR1015  COUNTRY     -  US
 OR1015  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR1015
 OR1015                         *CURRENT SURVEY CONTROL
 OR1015  ______________________________________________________________________
 OR1015* NAD 83(1986) POSITION- 43 44 14.     (N) 098 53 27.     (W)   SCALED
 OR1015* NAVD 88 ORTHO HEIGHT -   520.723 (meters)     1708.41  (feet) ADJUSTED
 OR1015  ______________________________________________________________________
 OR1015  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OR1015  DYNAMIC HEIGHT  -        520.577 (meters)     1707.93  (feet) COMP
 OR1015  MODELED GRAVITY -    980,323.0   (mgal)                       NAVD 88
 OR1015
 OR1015  VERT ORDER      -  FIRST     CLASS II
 OR1015
 OR1015.The horizontal coordinates were scaled from a map and have
 OR1015.an estimated accuracy of +/- 6 seconds.
 OR1015
 OR1015.The orthometric height was determined by differential leveling and
 OR1015.adjusted by the NATIONAL GEODETIC SURVEY
 OR1015.in September 1993.
 OR1015
 OR1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1015.GEOID18 height accuracy estimate available here.
 OR1015
 OR1015.Click photographs - Photos may exist for this station.
 OR1015
 OR1015.The dynamic height is computed by dividing the NAVD 88
 OR1015.geopotential number by the normal gravity value computed on the
 OR1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1015.degrees latitude (g = 980.6199 gals.).
 OR1015
 OR1015.The modeled gravity was interpolated from observed gravity values.
 OR1015
 OR1015;                    North         East    Units  Estimated Accuracy
 OR1015;SPC SD S     -   156,970.      716,190.      MT  (+/- 180 meters Scaled)
 OR1015
 OR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP087426(NAD 83)
 OR1015
 OR1015                          SUPERSEDED SURVEY CONTROL
 OR1015
 OR1015.No superseded survey control is available for this station.
 OR1015
 OR1015_MARKER: Z = SEE DESCRIPTION
 OR1015_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1015_STAMPING: I90 287.5
 OR1015_MARK LOGO: NGS
 OR1015_PROJECTION: PROJECTING 1 CENTIMETERS
 OR1015_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1015+STABILITY: POSITION/ELEVATION WELL
 OR1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1015+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1015_ROD/PIPE-DEPTH: 6.4 meters
 OR1015_SLEEVE-DEPTH  : 2.0 meters
 OR1015
 OR1015  HISTORY     - Date     Condition        Report By
 OR1015  HISTORY     - 1990     MONUMENTED       SDDT
 OR1015  HISTORY     - 19910621 GOOD             NGS
 OR1015  HISTORY     - 20120312 GOOD             INDIV
 OR1015
 OR1015                          STATION DESCRIPTION
 OR1015
 OR1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1015'5.4 KM (3.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1015'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, A STAINLESS STEEL BALL
 OR1015'EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED
 OR1015'STEEL PIPE, 312.0 M (1023.6 FT) EAST OF THE NORTHEAST CORNER OF
 OR1015'BRIDGE NUMBER 08-290-135, 27.7 M (90.9 FT) NORTH OF AND LEVEL WITH
 OR1015'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 15.2 M (49.9
 OR1015'FT) WEST OF A BRACED FENCE POST, AND 0.4 M (1.3 FT) SOUTH OF A
 OR1015'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR1015'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1015
 OR1015                          STATION RECOVERY (2012)
 OR1015
 OR1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1013 ***********************************************************************
 OR1013  DESIGNATION -  I90 289.5
 OR1013  PID         -  OR1013
 OR1013  STATE/COUNTY-  SD/BRULE
 OR1013  COUNTRY     -  US
 OR1013  USGS QUAD   -  PLATTE LAKE (2017)
 OR1013
 OR1013                         *CURRENT SURVEY CONTROL
 OR1013  ______________________________________________________________________
 OR1013* NAD 83(1986) POSITION- 43 44 18.     (N) 098 51 00.     (W)   SCALED
 OR1013* NAVD 88 ORTHO HEIGHT -   513.266 (meters)     1683.94  (feet) ADJUSTED
 OR1013  ______________________________________________________________________
 OR1013  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 OR1013  DYNAMIC HEIGHT  -        513.123 (meters)     1683.47  (feet) COMP
 OR1013  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 OR1013
 OR1013  VERT ORDER      -  FIRST     CLASS II
 OR1013
 OR1013.The horizontal coordinates were scaled from a map and have
 OR1013.an estimated accuracy of +/- 6 seconds.
 OR1013
 OR1013.The orthometric height was determined by differential leveling and
 OR1013.adjusted by the NATIONAL GEODETIC SURVEY
 OR1013.in September 1993.
 OR1013
 OR1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1013.GEOID18 height accuracy estimate available here.
 OR1013
 OR1013.Click photographs - Photos may exist for this station.
 OR1013
 OR1013.The dynamic height is computed by dividing the NAVD 88
 OR1013.geopotential number by the normal gravity value computed on the
 OR1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1013.degrees latitude (g = 980.6199 gals.).
 OR1013
 OR1013.The modeled gravity was interpolated from observed gravity values.
 OR1013
 OR1013;                    North         East    Units  Estimated Accuracy
 OR1013;SPC SD S     -   157,150.      719,480.      MT  (+/- 180 meters Scaled)
 OR1013
 OR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP120428(NAD 83)
 OR1013
 OR1013                          SUPERSEDED SURVEY CONTROL
 OR1013
 OR1013.No superseded survey control is available for this station.
 OR1013
 OR1013_MARKER: Z = SEE DESCRIPTION
 OR1013_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1013_STAMPING: I90 289.5
 OR1013_MARK LOGO: NGS
 OR1013_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1013_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR1013+STABILITY: POSITION/ELEVATION WELL
 OR1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1013+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2012
 OR1013_ROD/PIPE-DEPTH: 6.4 meters
 OR1013_SLEEVE-DEPTH  : 2.0 meters
 OR1013
 OR1013  HISTORY     - Date     Condition        Report By
 OR1013  HISTORY     - 1990     MONUMENTED       SDDT
 OR1013  HISTORY     - 19910621 GOOD             NGS
 OR1013  HISTORY     - 20120305 GOOD             INDIV
 OR1013
 OR1013                          STATION DESCRIPTION
 OR1013
 OR1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1013'13.4 KM (8.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1013'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, A STAINLESS STEEL BALL
 OR1013'EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED
 OR1013'STEEL PIPE, 397.0 M (1302.5 FT) EAST OF THE NORTHEAST CORNER OF
 OR1013'BRIDGE NUMBER 08-310-135, 32.6 M (107.0 FT) NORTH OF AND LEVEL WITH
 OR1013'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 32.2 M (105.6
 OR1013'FT) EAST OF A FENCE CORNER, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OR1013'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR1013'LOGO CAP AND THEN A 4-INCH PVC CAP.
 OR1013
 OR1013                          STATION RECOVERY (2012)
 OR1013
 OR1013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1010 ***********************************************************************
 OR1010  DESIGNATION -  I90 292.4
 OR1010  PID         -  OR1010
 OR1010  STATE/COUNTY-  SD/AURORA
 OR1010  COUNTRY     -  US
 OR1010  USGS QUAD   -  PLATTE LAKE (2017)
 OR1010
 OR1010                         *CURRENT SURVEY CONTROL
 OR1010  ______________________________________________________________________
 OR1010* NAD 83(1986) POSITION- 43 44 17.     (N) 098 47 30.     (W)   SCALED
 OR1010* NAVD 88 ORTHO HEIGHT -   496.054 (meters)     1627.47  (feet) ADJUSTED
 OR1010  ______________________________________________________________________
 OR1010  GEOID HEIGHT    -        -25.764 (meters)                     GEOID18
 OR1010  DYNAMIC HEIGHT  -        495.924 (meters)     1627.04  (feet) COMP
 OR1010  MODELED GRAVITY -    980,341.9   (mgal)                       NAVD 88
 OR1010
 OR1010  VERT ORDER      -  FIRST     CLASS II
 OR1010
 OR1010.The horizontal coordinates were scaled from a map and have
 OR1010.an estimated accuracy of +/- 6 seconds.
 OR1010
 OR1010.The orthometric height was determined by differential leveling and
 OR1010.adjusted by the NATIONAL GEODETIC SURVEY
 OR1010.in September 1993.
 OR1010
 OR1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1010.GEOID18 height accuracy estimate available here.
 OR1010
 OR1010.Click photographs - Photos may exist for this station.
 OR1010
 OR1010.The dynamic height is computed by dividing the NAVD 88
 OR1010.geopotential number by the normal gravity value computed on the
 OR1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1010.degrees latitude (g = 980.6199 gals.).
 OR1010
 OR1010.The modeled gravity was interpolated from observed gravity values.
 OR1010
 OR1010;                    North         East    Units  Estimated Accuracy
 OR1010;SPC SD S     -   157,210.      724,180.      MT  (+/- 180 meters Scaled)
 OR1010
 OR1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP167428(NAD 83)
 OR1010
 OR1010                          SUPERSEDED SURVEY CONTROL
 OR1010
 OR1010.No superseded survey control is available for this station.
 OR1010
 OR1010_MARKER: Z = SEE DESCRIPTION
 OR1010_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1010_STAMPING: I90 292.4
 OR1010_MARK LOGO: NGS
 OR1010_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1010_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1010+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1010_ROD/PIPE-DEPTH: 6.4 meters
 OR1010_SLEEVE-DEPTH  : 2.0 meters
 OR1010
 OR1010  HISTORY     - Date     Condition        Report By
 OR1010  HISTORY     - 1990     MONUMENTED       SDDT
 OR1010  HISTORY     - 19910621 GOOD             NGS
 OR1010  HISTORY     - 20120208 GOOD             INDIV
 OR1010
 OR1010                          STATION DESCRIPTION
 OR1010
 OR1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1010'13.4 KM (8.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1010'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, A STAINLESS STEEL BALL
 OR1010'EPOXIED TO THE TOP OF A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR1010'GALVANIZED STEEL PIPE, 297.0 M (974.4 FT) EAST OF THE NORTHEAST
 OR1010'CORNER OF BRIDGE NUMBER 02-000-135, 32.3 M (106.0 FT) NORTH OF THE
 OR1010'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8.0 M (26.2 FT)
 OR1010'WEST OF THE EXTENDED CENTER OF A HIGHWAY CROSSOVER, 0.6 M (2.0 FT)
 OR1010'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OR1010'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR1010'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1010
 OR1010                          STATION RECOVERY (2012)
 OR1010
 OR1010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1009 ***********************************************************************
 OR1009  DESIGNATION -  I90 293.4
 OR1009  PID         -  OR1009
 OR1009  STATE/COUNTY-  SD/AURORA
 OR1009  COUNTRY     -  US
 OR1009  USGS QUAD   -  PLATTE LAKE (2017)
 OR1009
 OR1009                         *CURRENT SURVEY CONTROL
 OR1009  ______________________________________________________________________
 OR1009* NAD 83(1986) POSITION- 43 44 12.     (N) 098 46 18.     (W)   SCALED
 OR1009* NAVD 88 ORTHO HEIGHT -   484.294 (meters)     1588.89  (feet) ADJUSTED
 OR1009  ______________________________________________________________________
 OR1009  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 OR1009  DYNAMIC HEIGHT  -        484.169 (meters)     1588.48  (feet) COMP
 OR1009  MODELED GRAVITY -    980,345.3   (mgal)                       NAVD 88
 OR1009
 OR1009  VERT ORDER      -  FIRST     CLASS II
 OR1009
 OR1009.The horizontal coordinates were scaled from a map and have
 OR1009.an estimated accuracy of +/- 6 seconds.
 OR1009
 OR1009.The orthometric height was determined by differential leveling and
 OR1009.adjusted by the NATIONAL GEODETIC SURVEY
 OR1009.in September 1993.
 OR1009
 OR1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1009.GEOID18 height accuracy estimate available here.
 OR1009
 OR1009.Click photographs - Photos may exist for this station.
 OR1009
 OR1009.The dynamic height is computed by dividing the NAVD 88
 OR1009.geopotential number by the normal gravity value computed on the
 OR1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1009.degrees latitude (g = 980.6199 gals.).
 OR1009
 OR1009.The modeled gravity was interpolated from observed gravity values.
 OR1009
 OR1009;                    North         East    Units  Estimated Accuracy
 OR1009;SPC SD S     -   157,080.      725,790.      MT  (+/- 180 meters Scaled)
 OR1009
 OR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP183426(NAD 83)
 OR1009
 OR1009                          SUPERSEDED SURVEY CONTROL
 OR1009
 OR1009.No superseded survey control is available for this station.
 OR1009
 OR1009_MARKER: Z = SEE DESCRIPTION
 OR1009_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1009_STAMPING: I90 293.4
 OR1009_MARK LOGO: NGS
 OR1009_PROJECTION: PROJECTING 5 CENTIMETERS
 OR1009_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1009+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1009_ROD/PIPE-DEPTH: 6.4 meters
 OR1009_SLEEVE-DEPTH  : 2.0 meters
 OR1009
 OR1009  HISTORY     - Date     Condition        Report By
 OR1009  HISTORY     - 1990     MONUMENTED       SDDT
 OR1009  HISTORY     - 19910621 GOOD             NGS
 OR1009  HISTORY     - 20091110 GOOD             USGS
 OR1009  HISTORY     - 20120208 GOOD             INDIV
 OR1009
 OR1009                          STATION DESCRIPTION
 OR1009
 OR1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1009'15.1 KM (9.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1009'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, A STAINLESS STEEL BALL
 OR1009'EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED
 OR1009'STEEL PIPE, 221.0 M (725.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 OR1009'BRIDGE NUMBER 02-014-137 SPANNING PLATTE CREEK, 31.3 M (102.7 FT)
 OR1009'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 OR1009'THE HIGHWAY, 10.1 M (33.1 FT) NORTHWEST OF A BRACED FENCE POST, AND
 OR1009'0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OR1009'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OR1009'4-INCH PVC CAP.
 OR1009
 OR1009                          STATION RECOVERY (2009)
 OR1009
 OR1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2009 (RFT)
 OR1009'RECOVERED IN GOOD CONDITION.
 OR1009
 OR1009                          STATION RECOVERY (2012)
 OR1009
 OR1009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1008 ***********************************************************************
 OR1008  DESIGNATION -  I90 294.4
 OR1008  PID         -  OR1008
 OR1008  STATE/COUNTY-  SD/AURORA
 OR1008  COUNTRY     -  US
 OR1008  USGS QUAD   -  PLATTE LAKE (2017)
 OR1008
 OR1008                         *CURRENT SURVEY CONTROL
 OR1008  ______________________________________________________________________
 OR1008* NAD 83(1986) POSITION- 43 43 42.     (N) 098 45 18.     (W)   SCALED
 OR1008* NAVD 88 ORTHO HEIGHT -   486.529 (meters)     1596.22  (feet) ADJUSTED
 OR1008  ______________________________________________________________________
 OR1008  GEOID HEIGHT    -        -25.782 (meters)                     GEOID18
 OR1008  DYNAMIC HEIGHT  -        486.404 (meters)     1595.81  (feet) COMP
 OR1008  MODELED GRAVITY -    980,347.3   (mgal)                       NAVD 88
 OR1008
 OR1008  VERT ORDER      -  FIRST     CLASS II
 OR1008
 OR1008.The horizontal coordinates were scaled from a map and have
 OR1008.an estimated accuracy of +/- 6 seconds.
 OR1008
 OR1008.The orthometric height was determined by differential leveling and
 OR1008.adjusted by the NATIONAL GEODETIC SURVEY
 OR1008.in September 1993.
 OR1008
 OR1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1008.GEOID18 height accuracy estimate available here.
 OR1008
 OR1008.Click photographs - Photos may exist for this station.
 OR1008
 OR1008.The dynamic height is computed by dividing the NAVD 88
 OR1008.geopotential number by the normal gravity value computed on the
 OR1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1008.degrees latitude (g = 980.6199 gals.).
 OR1008
 OR1008.The modeled gravity was interpolated from observed gravity values.
 OR1008
 OR1008;                    North         East    Units  Estimated Accuracy
 OR1008;SPC SD S     -   156,180.      727,150.      MT  (+/- 180 meters Scaled)
 OR1008
 OR1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP197417(NAD 83)
 OR1008
 OR1008                          SUPERSEDED SURVEY CONTROL
 OR1008
 OR1008.No superseded survey control is available for this station.
 OR1008
 OR1008_MARKER: Z = SEE DESCRIPTION
 OR1008_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1008_STAMPING: I90 294.4
 OR1008_MARK LOGO: NGS
 OR1008_PROJECTION: PROJECTING 1 CENTIMETERS
 OR1008_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1008+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1008_ROD/PIPE-DEPTH: 6.4 meters
 OR1008_SLEEVE-DEPTH  : 2.0 meters
 OR1008
 OR1008  HISTORY     - Date     Condition        Report By
 OR1008  HISTORY     - 1990     MONUMENTED       SDDT
 OR1008  HISTORY     - 19910621 GOOD             NGS
 OR1008  HISTORY     - 20120208 GOOD             INDIV
 OR1008
 OR1008                          STATION DESCRIPTION
 OR1008
 OR1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1008'16.6 KM (10.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1008'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, A STAINLESS STEEL BALL
 OR1008'EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED
 OR1008'STEEL PIPE, 427.0 M (1400.9 FT) EAST OF THE NORTHEAST CORNER OF
 OR1008'BRIDGE NUMBER 02-018-140, 98.0 M (321.5 FT) SOUTHEAST OF A BRACED
 OR1008'FENCE POST, 31.4 M (103.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 OR1008'WESTBOUND LANES OF THE HIGHWAY, 14.3 M (46.9 FT) NORTHWEST OF A SIGN,
 OR1008'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OR1008'SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OR1008'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1008
 OR1008                          STATION RECOVERY (2012)
 OR1008
 OR1008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1005 ***********************************************************************
 OR1005  DESIGNATION -  I90 296.5
 OR1005  PID         -  OR1005
 OR1005  STATE/COUNTY-  SD/AURORA
 OR1005  COUNTRY     -  US
 OR1005  USGS QUAD   -  WHITE LAKE (2017)
 OR1005
 OR1005                         *CURRENT SURVEY CONTROL
 OR1005  ______________________________________________________________________
 OR1005* NAD 83(1986) POSITION- 43 43 02.     (N) 098 43 05.     (W)   SCALED
 OR1005* NAVD 88 ORTHO HEIGHT -   501.477 (meters)     1645.26  (feet) ADJUSTED
 OR1005  ______________________________________________________________________
 OR1005  GEOID HEIGHT    -        -25.795 (meters)                     GEOID18
 OR1005  DYNAMIC HEIGHT  -        501.350 (meters)     1644.85  (feet) COMP
 OR1005  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 OR1005
 OR1005  VERT ORDER      -  FIRST     CLASS II
 OR1005
 OR1005.The horizontal coordinates were scaled from a map and have
 OR1005.an estimated accuracy of +/- 6 seconds.
 OR1005
 OR1005.The orthometric height was determined by differential leveling and
 OR1005.adjusted by the NATIONAL GEODETIC SURVEY
 OR1005.in September 1993.
 OR1005
 OR1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1005.GEOID18 height accuracy estimate available here.
 OR1005
 OR1005.Click photographs - Photos may exist for this station.
 OR1005
 OR1005.The dynamic height is computed by dividing the NAVD 88
 OR1005.geopotential number by the normal gravity value computed on the
 OR1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1005.degrees latitude (g = 980.6199 gals.).
 OR1005
 OR1005.The modeled gravity was interpolated from observed gravity values.
 OR1005
 OR1005;                    North         East    Units  Estimated Accuracy
 OR1005;SPC SD S     -   155,000.      730,150.      MT  (+/- 180 meters Scaled)
 OR1005
 OR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP227405(NAD 83)
 OR1005
 OR1005                          SUPERSEDED SURVEY CONTROL
 OR1005
 OR1005.No superseded survey control is available for this station.
 OR1005
 OR1005_MARKER: Z = SEE DESCRIPTION
 OR1005_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1005_STAMPING: I90 296.5
 OR1005_MARK LOGO: NGS
 OR1005_PROJECTION: PROJECTING 1 CENTIMETERS
 OR1005_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1005+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1005_ROD/PIPE-DEPTH: 6.4 meters
 OR1005_SLEEVE-DEPTH  : 2.0 meters
 OR1005
 OR1005  HISTORY     - Date     Condition        Report By
 OR1005  HISTORY     - 1990     MONUMENTED       SDDT
 OR1005  HISTORY     - 19910621 GOOD             NGS
 OR1005  HISTORY     - 20120208 GOOD             INDIV
 OR1005
 OR1005                          STATION DESCRIPTION
 OR1005
 OR1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1005'18.9 KM (11.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1005'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR1005'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR1005'1/2-INCH GALVANIZED STEEL PIPE, 320.0 M (1049.9 FT) WEST OF THE
 OR1005'NORTHEAST CORNER OF BRIDGE NUMBER 02-040-149, 45.0 M (147.6 FT)
 OR1005'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OR1005'38.5 M (126.3 FT) WEST OF A UTILITY POLE WITH A STREET LIGHT, 28.0 M
 OR1005'(91.9 FT) SOUTH OF THE CENTER OF THE EASTBOUND OFF RAMP (EXIT 296),
 OR1005'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OR1005'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OR1005'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR1005
 OR1005                          STATION RECOVERY (2012)
 OR1005
 OR1005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1002 ***********************************************************************
 OR1002  CBN         -  This is a Cooperative Base Network Control Station.
 OR1002  DESIGNATION -  I90 299.9
 OR1002  PID         -  OR1002
 OR1002  STATE/COUNTY-  SD/AURORA
 OR1002  COUNTRY     -  US
 OR1002  USGS QUAD   -  WHITE LAKE (2017)
 OR1002
 OR1002                         *CURRENT SURVEY CONTROL
 OR1002  ______________________________________________________________________
 OR1002* NAD 83(2011) POSITION- 43 42 32.89603(N) 098 39 06.03366(W)   ADJUSTED
 OR1002* NAD 83(2011) ELLIP HT-   469.443 (meters)        (06/27/12)   ADJUSTED
 OR1002* NAD 83(2011) EPOCH   -  2010.00
 OR1002* NAVD 88 ORTHO HEIGHT -   495.278 (meters)     1624.92  (feet) ADJUSTED
 OR1002  ______________________________________________________________________
 OR1002  GEOID HEIGHT    -        -25.828 (meters)                     GEOID18
 OR1002  NAD 83(2011) X  -   -694,703.178 (meters)                     COMP
 OR1002  NAD 83(2011) Y  - -4,565,656.175 (meters)                     COMP
 OR1002  NAD 83(2011) Z  -  4,385,111.831 (meters)                     COMP
 OR1002  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 OR1002  DYNAMIC HEIGHT  -        495.151 (meters)     1624.51  (feet) COMP
 OR1002  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 OR1002
 OR1002  VERT ORDER      -  FIRST     CLASS II
 OR1002
 OR1002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1002  Standards:
 OR1002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1002  -------------------------------------------------------------------
 OR1002  NETWORK    0.77   2.31           0.36   0.25   1.18     -0.05604115
 OR1002  -------------------------------------------------------------------
 OR1002  Click here for local accuracies and other accuracy information.
 OR1002
 OR1002.The horizontal coordinates were established by GPS observations
 OR1002.and adjusted by the National Geodetic Survey in June 2012.
 OR1002
 OR1002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1002.been affixed to the stable North American tectonic plate. See 
 OR1002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1002
 OR1002.The horizontal coordinates are valid at the epoch date displayed above
 OR1002.which is a decimal equivalence of Year/Month/Day.
 OR1002
 OR1002.The orthometric height was determined by differential leveling and
 OR1002.adjusted by the NATIONAL GEODETIC SURVEY
 OR1002.in September 1993.
 OR1002
 OR1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1002.GEOID18 height accuracy estimate available here.
 OR1002
 OR1002.Click photographs - Photos may exist for this station.
 OR1002
 OR1002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1002
 OR1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1002
 OR1002.The ellipsoidal height was determined by GPS observations
 OR1002.and is referenced to NAD 83.
 OR1002
 OR1002.The dynamic height is computed by dividing the NAVD 88
 OR1002.geopotential number by the normal gravity value computed on the
 OR1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1002.degrees latitude (g = 980.6199 gals.).
 OR1002
 OR1002.The modeled gravity was interpolated from observed gravity values.
 OR1002
 OR1002. The following values were computed from the NAD 83(2011) position.
 OR1002
 OR1002;                    North         East     Units Scale Factor Converg.
 OR1002;SPC SD S     -   154,212.052   735,514.791   MT  0.99990812   +1 09 36.3
 OR1002;SPC SD S     -   505,944.04  2,413,101.44   sFT  0.99990812   +1 09 36.3
 OR1002;UTM  14      - 4,839,627.185   528,062.640   MT  0.99960969   +0 14 26.5
 OR1002
 OR1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1002!SPC SD S     -   0.99992639  x   0.99990812  =   0.99983452
 OR1002!UTM  14      -   0.99992639  x   0.99960969  =   0.99953611
 OR1002
 OR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2806239627(NAD 83)
 OR1002
 OR1002                          SUPERSEDED SURVEY CONTROL
 OR1002
 OR1002  NAD 83(2007)-  43 42 32.89606(N)    098 39 06.03452(W) AD(2002.00) 0
 OR1002  ELLIP H (02/10/07)  469.471  (m)                       GP(2002.00)    
 OR1002  ELLIP H (04/15/04)  469.456  (m)                       GP(       ) 2 1
 OR1002  NAD 83(1996)-  43 42 32.89574(N)    098 39 06.03430(W) AD(       ) B
 OR1002  ELLIP H (04/18/97)  469.499  (m)                       GP(       ) 4 1
 OR1002  NAVD 88             495.28   (m)         1624.9    (f) LEVELING    3  
 OR1002
 OR1002.Superseded values are not recommended for survey control.
 OR1002
 OR1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1002.See file dsdata.pdf to determine how the superseded data were derived.
 OR1002
 OR1002_MARKER: Z = SEE DESCRIPTION
 OR1002_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR1002_STAMPING: I90 299.9
 OR1002_MARK LOGO: NGS
 OR1002_PROJECTION: FLUSH
 OR1002_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1002+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1002_ROD/PIPE-DEPTH: 6.4 meters
 OR1002_SLEEVE-DEPTH  : 1.8 meters
 OR1002
 OR1002  HISTORY     - Date     Condition        Report By
 OR1002  HISTORY     - 1990     MONUMENTED       SDDT
 OR1002  HISTORY     - 19910621 GOOD             NGS
 OR1002  HISTORY     - 19960823 GOOD             NGS
 OR1002  HISTORY     - 20081007 GOOD             SDDT
 OR1002  HISTORY     - 20120208 GOOD             INDIV
 OR1002
 OR1002                          STATION DESCRIPTION
 OR1002
 OR1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1002'13.4 KM (8.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1002'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR1002'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR1002'1/2-INCH GALVANIZED STEEL PIPE, 256.0 M (839.9 FT) EAST OF THE
 OR1002'NORTHEAST CORNER OF BRIDGE NUMBER 02-070-155, 56.0 M (183.7 FT) EAST
 OR1002'OF BRACED FENCE POST, 44.6 M (146.3 FT) NORTHWEST OF THE NORTH END OF
 OR1002'A CULVERT, 31.5 M (103.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 OR1002'LANES OF THE HIGHWAY, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OR1002'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OR1002'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OR1002'4-INCH PVC CAP.
 OR1002
 OR1002                          STATION RECOVERY (1996)
 OR1002
 OR1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1002'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) WEST OF MITCHELL AND
 OR1002'4.0 MI (6.4 KM) EAST-SOUTHEAST OF WHITE LAKE, ON INTERSTATE HIGHWAY
 OR1002'90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 OR1002'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 90
 OR1002'BUSINESS (EXIT 308) IN PLANKINTON, GO 8.3 MI (13.4 KM) WEST ALONG
 OR1002'INTERSTATE HIGHWAY 90 TO THE STATION ON THE RIGHT.  THE STATION IS A
 OR1002'PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 OR1002'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 839.9 FT
 OR1002'(256.0 M) EAST OF THE NORTHEAST CORNER OF BRIDGE NUMBER 02-070-155,
 OR1002'146.3 FT (44.6 M) NORTHWEST OF THE NORTH END OF A CULVERT, 103.3 FT
 OR1002'(31.5 M) NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 2.6 FT (0.8
 OR1002'M) BELOW THE LEVEL OF THE HIGHWAY, AND 1.3 FT (0.4 M) SOUTH OF A
 OR1002'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR1002'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 OR1002
 OR1002                          STATION RECOVERY (2008)
 OR1002
 OR1002'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 OR1002'RECOVERED AS DESCRIBED
 OR1002
 OR1002                          STATION RECOVERY (2012)
 OR1002
 OR1002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0999 ***********************************************************************
 OR0999  DESIGNATION -  I90 303.0
 OR0999  PID         -  OR0999
 OR0999  STATE/COUNTY-  SD/AURORA
 OR0999  COUNTRY     -  US
 OR0999  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0999
 OR0999                         *CURRENT SURVEY CONTROL
 OR0999  ______________________________________________________________________
 OR0999* NAD 83(1986) POSITION- 43 42 32.     (N) 098 35 23.     (W)   SCALED
 OR0999* NAVD 88 ORTHO HEIGHT -   483.380 (meters)     1585.89  (feet) ADJUSTED
 OR0999  ______________________________________________________________________
 OR0999  GEOID HEIGHT    -        -25.874 (meters)                     GEOID18
 OR0999  DYNAMIC HEIGHT  -        483.256 (meters)     1585.48  (feet) COMP
 OR0999  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 OR0999
 OR0999  VERT ORDER      -  FIRST     CLASS II
 OR0999
 OR0999.The horizontal coordinates were scaled from a map and have
 OR0999.an estimated accuracy of +/- 6 seconds.
 OR0999
 OR0999.The orthometric height was determined by differential leveling and
 OR0999.adjusted by the NATIONAL GEODETIC SURVEY
 OR0999.in September 1993.
 OR0999
 OR0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0999.GEOID18 height accuracy estimate available here.
 OR0999
 OR0999.Click photographs - Photos may exist for this station.
 OR0999
 OR0999.The dynamic height is computed by dividing the NAVD 88
 OR0999.geopotential number by the normal gravity value computed on the
 OR0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0999.degrees latitude (g = 980.6199 gals.).
 OR0999
 OR0999.The modeled gravity was interpolated from observed gravity values.
 OR0999
 OR0999;                    North         East    Units  Estimated Accuracy
 OR0999;SPC SD S     -   154,290.      740,510.      MT  (+/- 180 meters Scaled)
 OR0999
 OR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP330396(NAD 83)
 OR0999
 OR0999                          SUPERSEDED SURVEY CONTROL
 OR0999
 OR0999.No superseded survey control is available for this station.
 OR0999
 OR0999_MARKER: Z = SEE DESCRIPTION
 OR0999_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0999_STAMPING: I90 303.0
 OR0999_MARK LOGO: NGS
 OR0999_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0999_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0999+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0999_ROD/PIPE-DEPTH: 6.4 meters
 OR0999_SLEEVE-DEPTH  : 2.0 meters
 OR0999
 OR0999  HISTORY     - Date     Condition        Report By
 OR0999  HISTORY     - 1990     MONUMENTED       SDDT
 OR0999  HISTORY     - 19910621 GOOD             NGS
 OR0999  HISTORY     - 20081007 GOOD             SDDT
 OR0999  HISTORY     - 20120208 GOOD             INDIV
 OR0999
 OR0999                          STATION DESCRIPTION
 OR0999
 OR0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0999'8.4 KM (5.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0999'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0999'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR0999'1/2-INCH GALVANIZED STEEL PIPE, 411.0 M (1348.4 FT) EAST OF THE
 OR0999'NORTHEAST CORNER OF BRIDGE NUMBER 02-100-155, 34.5 M (113.2 FT) EAST
 OR0999'OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (REST AREA 1 MILE),
 OR0999'31.5 M (103.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OR0999'THE HIGHWAY, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 OR0999'(1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OR0999'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OR0999'PVC CAP.
 OR0999
 OR0999                          STATION RECOVERY (2008)
 OR0999
 OR0999'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 OR0999'RECOVERED AS DESCRIBED
 OR0999
 OR0999                          STATION RECOVERY (2012)
 OR0999
 OR0999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0996 ***********************************************************************
 OR0996  DESIGNATION -  I90 306.4
 OR0996  PID         -  OR0996
 OR0996  STATE/COUNTY-  SD/AURORA
 OR0996  COUNTRY     -  US
 OR0996  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0996
 OR0996                         *CURRENT SURVEY CONTROL
 OR0996  ______________________________________________________________________
 OR0996* NAD 83(1986) POSITION- 43 42 32.     (N) 098 31 22.     (W)   SCALED
 OR0996* NAVD 88 ORTHO HEIGHT -   473.472 (meters)     1553.38  (feet) ADJUSTED
 OR0996  ______________________________________________________________________
 OR0996  GEOID HEIGHT    -        -25.928 (meters)                     GEOID18
 OR0996  DYNAMIC HEIGHT  -        473.351 (meters)     1552.99  (feet) COMP
 OR0996  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 OR0996
 OR0996  VERT ORDER      -  FIRST     CLASS II
 OR0996
 OR0996.The horizontal coordinates were scaled from a map and have
 OR0996.an estimated accuracy of +/- 6 seconds.
 OR0996
 OR0996.The orthometric height was determined by differential leveling and
 OR0996.adjusted by the NATIONAL GEODETIC SURVEY
 OR0996.in September 1993.
 OR0996
 OR0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0996.GEOID18 height accuracy estimate available here.
 OR0996
 OR0996.Click photographs - Photos may exist for this station.
 OR0996
 OR0996.The dynamic height is computed by dividing the NAVD 88
 OR0996.geopotential number by the normal gravity value computed on the
 OR0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0996.degrees latitude (g = 980.6199 gals.).
 OR0996
 OR0996.The modeled gravity was interpolated from observed gravity values.
 OR0996
 OR0996;                    North         East    Units  Estimated Accuracy
 OR0996;SPC SD S     -   154,400.      745,900.      MT  (+/- 180 meters Scaled)
 OR0996
 OR0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP384396(NAD 83)
 OR0996
 OR0996                          SUPERSEDED SURVEY CONTROL
 OR0996
 OR0996.No superseded survey control is available for this station.
 OR0996
 OR0996_MARKER: Z = SEE DESCRIPTION
 OR0996_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0996_STAMPING: I90 306.4
 OR0996_MARK LOGO: NGS
 OR0996_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0996_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0996+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0996_ROD/PIPE-DEPTH: 6.4 meters
 OR0996_SLEEVE-DEPTH  : 2.0 meters
 OR0996
 OR0996  HISTORY     - Date     Condition        Report By
 OR0996  HISTORY     - 1990     MONUMENTED       SDDT
 OR0996  HISTORY     - 19910621 GOOD             NGS
 OR0996  HISTORY     - 20120208 GOOD             INDIV
 OR0996
 OR0996                          STATION DESCRIPTION
 OR0996
 OR0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0996'3.1 KM (1.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0996'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0996'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR0996'1/2-INCH GALVANIZED STEEL PIPE, 278.0 M (912.1 FT) EAST OF THE
 OR0996'NORTHEAST CORNER OF BRIDGE NUMBER 02-140-155, 66.0 M (216.5 FT) EAST
 OR0996'OF A BRACED FENCE POST, 55.1 M (180.8 FT) NORTHWEST OF THE NORTH END
 OR0996'OF A CULVERT, 31.4 M (103.0 FT) NORTH OF THE CENTERLINE OF THE
 OR0996'WESTBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 OR0996'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OR0996'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR0996'THROUGH A 4-INCH PVC CAP.
 OR0996
 OR0996                          STATION RECOVERY (2012)
 OR0996
 OR0996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0994 ***********************************************************************
 OR0994  DESIGNATION -  I90 308.4
 OR0994  PID         -  OR0994
 OR0994  STATE/COUNTY-  SD/AURORA
 OR0994  COUNTRY     -  US
 OR0994  USGS QUAD   -  PLANKINTON (2017)
 OR0994
 OR0994                         *CURRENT SURVEY CONTROL
 OR0994  ______________________________________________________________________
 OR0994* NAD 83(1986) POSITION- 43 42 10.     (N) 098 28 58.     (W)   SCALED
 OR0994* NAVD 88 ORTHO HEIGHT -   467.602 (meters)     1534.12  (feet) ADJUSTED
 OR0994  ______________________________________________________________________
 OR0994  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 OR0994  DYNAMIC HEIGHT  -        467.483 (meters)     1533.73  (feet) COMP
 OR0994  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 OR0994
 OR0994  VERT ORDER      -  FIRST     CLASS II
 OR0994
 OR0994.The horizontal coordinates were scaled from a map and have
 OR0994.an estimated accuracy of +/- 6 seconds.
 OR0994
 OR0994.The orthometric height was determined by differential leveling and
 OR0994.adjusted by the NATIONAL GEODETIC SURVEY
 OR0994.in September 1993.
 OR0994
 OR0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0994.GEOID18 height accuracy estimate available here.
 OR0994
 OR0994.Click photographs - Photos may exist for this station.
 OR0994
 OR0994.The dynamic height is computed by dividing the NAVD 88
 OR0994.geopotential number by the normal gravity value computed on the
 OR0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0994.degrees latitude (g = 980.6199 gals.).
 OR0994
 OR0994.The modeled gravity was interpolated from observed gravity values.
 OR0994
 OR0994;                    North         East    Units  Estimated Accuracy
 OR0994;SPC SD S     -   153,800.      749,140.      MT  (+/- 180 meters Scaled)
 OR0994
 OR0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP416389(NAD 83)
 OR0994
 OR0994                          SUPERSEDED SURVEY CONTROL
 OR0994
 OR0994.No superseded survey control is available for this station.
 OR0994
 OR0994_MARKER: Z = SEE DESCRIPTION
 OR0994_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0994_STAMPING: I90 308.4
 OR0994_MARK LOGO: NGS
 OR0994_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0994_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0994+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0994_ROD/PIPE-DEPTH: 6.4 meters
 OR0994_SLEEVE-DEPTH  : 2.0 meters
 OR0994
 OR0994  HISTORY     - Date     Condition        Report By
 OR0994  HISTORY     - 1990     MONUMENTED       SDDT
 OR0994  HISTORY     - 19910621 GOOD             NGS
 OR0994  HISTORY     - 20120208 GOOD             INDIV
 OR0994
 OR0994                          STATION DESCRIPTION
 OR0994
 OR0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0994'0.3 KM (0.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0994'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0994'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR0994'1/2-INCH GALVANIZED STEEL PIPE, 285.0 M (935.0 FT) EAST OF THE
 OR0994'NORTHEAST CORNER OF BRIDGE NUMBER 02-150-158, 69.5 M (228.0 FT)
 OR0994'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OR0994'26.5 M (86.9 FT) SOUTH OF CENTER OF THE EASTBOUND ON RAMP, 26.2 M
 OR0994'(86.0 FT) WEST OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 OR0994'THE RAMP, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 OR0994'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR0994'THROUGH A 4-INCH PVC CAP.
 OR0994
 OR0994                          STATION RECOVERY (2012)
 OR0994
 OR0994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0991 ***********************************************************************
 OR0991  DESIGNATION -  I90 310.2
 OR0991  PID         -  OR0991
 OR0991  STATE/COUNTY-  SD/AURORA
 OR0991  COUNTRY     -  US
 OR0991  USGS QUAD   -  PLANKINTON (2017)
 OR0991
 OR0991                         *CURRENT SURVEY CONTROL
 OR0991  ______________________________________________________________________
 OR0991* NAD 83(1986) POSITION- 43 41 43.     (N) 098 26 59.     (W)   SCALED
 OR0991* NAVD 88 ORTHO HEIGHT -   461.806 (meters)     1515.11  (feet) ADJUSTED
 OR0991  ______________________________________________________________________
 OR0991  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 OR0991  DYNAMIC HEIGHT  -        461.689 (meters)     1514.72  (feet) COMP
 OR0991  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 OR0991
 OR0991  VERT ORDER      -  FIRST     CLASS II
 OR0991
 OR0991.The horizontal coordinates were scaled from a map and have
 OR0991.an estimated accuracy of +/- 6 seconds.
 OR0991
 OR0991.The orthometric height was determined by differential leveling and
 OR0991.adjusted by the NATIONAL GEODETIC SURVEY
 OR0991.in September 1993.
 OR0991
 OR0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0991.GEOID18 height accuracy estimate available here.
 OR0991
 OR0991.Click photographs - Photos may exist for this station.
 OR0991
 OR0991.The dynamic height is computed by dividing the NAVD 88
 OR0991.geopotential number by the normal gravity value computed on the
 OR0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0991.degrees latitude (g = 980.6199 gals.).
 OR0991
 OR0991.The modeled gravity was interpolated from observed gravity values.
 OR0991
 OR0991;                    North         East    Units  Estimated Accuracy
 OR0991;SPC SD S     -   153,020.      751,820.      MT  (+/- 180 meters Scaled)
 OR0991
 OR0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP443381(NAD 83)
 OR0991
 OR0991                          SUPERSEDED SURVEY CONTROL
 OR0991
 OR0991.No superseded survey control is available for this station.
 OR0991
 OR0991_MARKER: Z = SEE DESCRIPTION
 OR0991_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0991_STAMPING: I90 310.2
 OR0991_MARK LOGO: NGS
 OR0991_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0991_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0991+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0991_ROD/PIPE-DEPTH: 6.4 meters
 OR0991_SLEEVE-DEPTH  : 2.0 meters
 OR0991
 OR0991  HISTORY     - Date     Condition        Report By
 OR0991  HISTORY     - 1990     MONUMENTED       SDDT
 OR0991  HISTORY     - 19910621 GOOD             NGS
 OR0991  HISTORY     - 20120208 GOOD             INDIV
 OR0991
 OR0991                          STATION DESCRIPTION
 OR0991
 OR0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0991'3.2 KM (2.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0991'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0991'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR0991'1/2-INCH GALVANIZED STEEL PIPE, 396.0 M (1299.2 FT) WEST OF THE
 OR0991'NORTHWEST CORNER OF BRIDGE NUMBER 02-180-165, 81.5 M (267.4 FT)
 OR0991'SOUTHWEST OF A FENCE CORNER, 47.7 M (156.5 FT) NORTH OF THE
 OR0991'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 42.0 M (137.8 FT)
 OR0991'NORTHEAST OF A FENCE CORNER, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OR0991'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR0991'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR0991
 OR0991                          STATION RECOVERY (2012)
 OR0991
 OR0991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0987 ***********************************************************************
 OR0987  CBN         -  This is a Cooperative Base Network Control Station.
 OR0987  DESIGNATION -  I90 314.3
 OR0987  PID         -  OR0987
 OR0987  STATE/COUNTY-  SD/AURORA
 OR0987  COUNTRY     -  US
 OR0987  USGS QUAD   -  MOUNT VERNON (2017)
 OR0987
 OR0987                         *CURRENT SURVEY CONTROL
 OR0987  ______________________________________________________________________
 OR0987* NAD 83(2011) POSITION- 43 41 44.83724(N) 098 22 09.14010(W)   ADJUSTED
 OR0987* NAD 83(2011) ELLIP HT-   415.263 (meters)        (06/27/12)   ADJUSTED
 OR0987* NAD 83(2011) EPOCH   -  2010.00
 OR0987* NAVD 88 ORTHO HEIGHT -   441.319 (meters)     1447.89  (feet) ADJUSTED
 OR0987  ______________________________________________________________________
 OR0987  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 OR0987  NAD 83(2011) X  -   -672,329.432 (meters)                     COMP
 OR0987  NAD 83(2011) Y  - -4,570,000.782 (meters)                     COMP
 OR0987  NAD 83(2011) Z  -  4,384,002.037 (meters)                     COMP
 OR0987  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 OR0987  DYNAMIC HEIGHT  -        441.208 (meters)     1447.53  (feet) COMP
 OR0987  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 OR0987
 OR0987  VERT ORDER      -  FIRST     CLASS II
 OR0987
 OR0987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR0987  Standards:
 OR0987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR0987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR0987  -------------------------------------------------------------------
 OR0987  NETWORK    0.89   2.74           0.42   0.27   1.40     -0.07107863
 OR0987  -------------------------------------------------------------------
 OR0987  Click here for local accuracies and other accuracy information.
 OR0987
 OR0987.The horizontal coordinates were established by GPS observations
 OR0987.and adjusted by the National Geodetic Survey in June 2012.
 OR0987
 OR0987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR0987.been affixed to the stable North American tectonic plate. See 
 OR0987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR0987
 OR0987.The horizontal coordinates are valid at the epoch date displayed above
 OR0987.which is a decimal equivalence of Year/Month/Day.
 OR0987
 OR0987.The orthometric height was determined by differential leveling and
 OR0987.adjusted by the NATIONAL GEODETIC SURVEY
 OR0987.in September 1993.
 OR0987
 OR0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0987.GEOID18 height accuracy estimate available here.
 OR0987
 OR0987.Click photographs - Photos may exist for this station.
 OR0987
 OR0987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR0987
 OR0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0987
 OR0987.The ellipsoidal height was determined by GPS observations
 OR0987.and is referenced to NAD 83.
 OR0987
 OR0987.The dynamic height is computed by dividing the NAVD 88
 OR0987.geopotential number by the normal gravity value computed on the
 OR0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0987.degrees latitude (g = 980.6199 gals.).
 OR0987
 OR0987.The modeled gravity was interpolated from observed gravity values.
 OR0987
 OR0987. The following values were computed from the NAD 83(2011) position.
 OR0987
 OR0987;                    North         East     Units Scale Factor Converg.
 OR0987;SPC SD S     -   153,228.956   758,308.540   MT  0.99990778   +1 21 17.8
 OR0987;SPC SD S     -   502,718.67  2,487,883.93   sFT  0.99990778   +1 21 17.8
 OR0987;UTM  14      - 4,838,278.906   550,831.116   MT  0.99963178   +0 26 08.8
 OR0987
 OR0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0987!SPC SD S     -   0.99993489  x   0.99990778  =   0.99984267
 OR0987!UTM  14      -   0.99993489  x   0.99963178  =   0.99956669
 OR0987
 OR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP5083138278(NAD 83)
 OR0987
 OR0987                          SUPERSEDED SURVEY CONTROL
 OR0987
 OR0987  NAD 83(2007)-  43 41 44.83727(N)    098 22 09.14097(W) AD(2002.00) 0
 OR0987  ELLIP H (02/10/07)  415.291  (m)                       GP(2002.00)    
 OR0987  ELLIP H (04/15/04)  415.277  (m)                       GP(       ) 2 1
 OR0987  NAD 83(1996)-  43 41 44.83695(N)    098 22 09.14070(W) AD(       ) B
 OR0987  ELLIP H (04/18/97)  415.317  (m)                       GP(       ) 4 1
 OR0987  NAVD 88             441.32   (m)         1447.9    (f) LEVELING    3  
 OR0987
 OR0987.Superseded values are not recommended for survey control.
 OR0987
 OR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0987.See file dsdata.pdf to determine how the superseded data were derived.
 OR0987
 OR0987_MARKER: Z = SEE DESCRIPTION
 OR0987_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0987_STAMPING: I90 314.3
 OR0987_MARK LOGO: NGS
 OR0987_PROJECTION: FLUSH
 OR0987_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0987+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0987_ROD/PIPE-DEPTH: 6.4 meters
 OR0987_SLEEVE-DEPTH  : 1.8 meters
 OR0987
 OR0987  HISTORY     - Date     Condition        Report By
 OR0987  HISTORY     - 1990     MONUMENTED       SDDT
 OR0987  HISTORY     - 19910621 GOOD             NGS
 OR0987  HISTORY     - 19960723 GOOD             NGS
 OR0987  HISTORY     - 20081007 GOOD             SDDT
 OR0987  HISTORY     - 20120208 GOOD             INDIV
 OR0987
 OR0987                          STATION DESCRIPTION
 OR0987
 OR0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0987'9.6 KM (6.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0987'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0987'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR0987'1/2-INCH GALVANIZED STEEL PIPE, 286.0 M (938.3 FT) WEST OF THE
 OR0987'NORTHWEST CORNER OF BRIDGE NUMBER 02-220-165, 118.0 M (387.1 FT) EAST
 OR0987'OF A BRACED FENCE POST, 62.0 M (203.4 FT) WEST OF A BRACED FENCE
 OR0987'POST, 31.5 M (103.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 OR0987'LANES OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OR0987'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OR0987'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OR0987'4-INCH PVC CAP.
 OR0987
 OR0987                          STATION RECOVERY (1996)
 OR0987
 OR0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0987'THE STATION IS LOCATED ABOUT 17.6 KM (10.95 MI) SOUTH OF STORLA, 9.7
 OR0987'KM (6.00 MI) EAST OF PLANKINTON, AND 6.8 KM (4.20 MI) WEST OF MOUNT
 OR0987'VERNON, ON INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH
 OR0987'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 OR0987'90 AND U.S. HIGHWAY 281 (EXIT 308) IN PLANKINTON, GO EAST ON
 OR0987'INTERSTATE 90 FOR 9.6 KM (5.95 MI) TO THE STATION ON THE LEFT.  THE
 OR0987'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 OR0987'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 OR0987'LOCATED 0.3 MI (0.5 KM) WEST OF MILE POST 314, 118.7 M (389.4 FT) EAST
 OR0987'OF A BRACED FENCE POST, 62.3 M (204.4 FT) WEST OF A BRACED FENCE POST,
 OR0987'31.5 M (103.3 FT) NORTH OF THE WESTBOUND HIGHWAY CENTERLINE, 0.6 M
 OR0987'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 OR0987'METAL GUARD POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE,
 OR0987'AND 0.13 M (0.43 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 OR0987'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 OR0987
 OR0987                          STATION RECOVERY (2008)
 OR0987
 OR0987'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 OR0987'RECOVERED AS DESCRIBED
 OR0987
 OR0987                          STATION RECOVERY (2012)
 OR0987
 OR0987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0984 ***********************************************************************
 OR0984  DESIGNATION -  I90 317.7
 OR0984  PID         -  OR0984
 OR0984  STATE/COUNTY-  SD/DAVISON
 OR0984  COUNTRY     -  US
 OR0984  USGS QUAD   -  MOUNT VERNON (2017)
 OR0984
 OR0984                         *CURRENT SURVEY CONTROL
 OR0984  ______________________________________________________________________
 OR0984* NAD 83(1986) POSITION- 43 41 47.     (N) 098 18 05.     (W)   SCALED
 OR0984* NAVD 88 ORTHO HEIGHT -   433.121 (meters)     1421.00  (feet) ADJUSTED
 OR0984  ______________________________________________________________________
 OR0984  GEOID HEIGHT    -        -26.106 (meters)                     GEOID18
 OR0984  DYNAMIC HEIGHT  -        433.010 (meters)     1420.63  (feet) COMP
 OR0984  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 OR0984
 OR0984  VERT ORDER      -  FIRST     CLASS II
 OR0984
 OR0984.The horizontal coordinates were scaled from a map and have
 OR0984.an estimated accuracy of +/- 6 seconds.
 OR0984
 OR0984.The orthometric height was determined by differential leveling and
 OR0984.adjusted by the NATIONAL GEODETIC SURVEY
 OR0984.in September 1993.
 OR0984
 OR0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0984.GEOID18 height accuracy estimate available here.
 OR0984
 OR0984.Click photographs - Photos may exist for this station.
 OR0984
 OR0984.The dynamic height is computed by dividing the NAVD 88
 OR0984.geopotential number by the normal gravity value computed on the
 OR0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0984.degrees latitude (g = 980.6199 gals.).
 OR0984
 OR0984.The modeled gravity was interpolated from observed gravity values.
 OR0984
 OR0984;                    North         East    Units  Estimated Accuracy
 OR0984;SPC SD S     -   153,430.      763,770.      MT  (+/- 180 meters Scaled)
 OR0984
 OR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP562383(NAD 83)
 OR0984
 OR0984                          SUPERSEDED SURVEY CONTROL
 OR0984
 OR0984.No superseded survey control is available for this station.
 OR0984
 OR0984_MARKER: Z = SEE DESCRIPTION
 OR0984_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0984_STAMPING: I90 317.7
 OR0984_MARK LOGO: NGS
 OR0984_PROJECTION: PROJECTING 1 CENTIMETERS
 OR0984_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0984+STABILITY: POSITION/ELEVATION WELL
 OR0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0984+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0984_ROD/PIPE-DEPTH: 6.4 meters
 OR0984_SLEEVE-DEPTH  : 2.0 meters
 OR0984
 OR0984  HISTORY     - Date     Condition        Report By
 OR0984  HISTORY     - 1990     MONUMENTED       SDDT
 OR0984  HISTORY     - 19910621 GOOD             NGS
 OR0984  HISTORY     - 20120131 GOOD             INDIV
 OR0984
 OR0984                          STATION DESCRIPTION
 OR0984
 OR0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0984'15.1 KM (9.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0984'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0984'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OR0984'1/2-INCH GALVANIZED STEEL PIPE, 278.0 M (912.1 FT) EAST OF THE
 OR0984'NORTHEAST CORNER OF BRIDGE NUMBER 18-010-105, 32.2 M (105.6 FT) NORTH
 OR0984'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8.3 M (27.2
 OR0984'FT) WEST OF A BRACED T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL
 OR0984'OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OR0984'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR0984'THROUGH A 4-INCH PVC CAP.
 OR0984
 OR0984                          STATION RECOVERY (2012)
 OR0984
 OR0984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0982 ***********************************************************************
 OR0982  DESIGNATION -  I90 319.6
 OR0982  PID         -  OR0982
 OR0982  STATE/COUNTY-  SD/DAVISON
 OR0982  COUNTRY     -  US
 OR0982  USGS QUAD   -  MOUNT VERNON (2017)
 OR0982
 OR0982                         *CURRENT SURVEY CONTROL
 OR0982  ______________________________________________________________________
 OR0982* NAD 83(1986) POSITION- 43 41 46.     (N) 098 15 42.     (W)   SCALED
 OR0982* NAVD 88 ORTHO HEIGHT -   436.547 (meters)     1432.24  (feet) ADJUSTED
 OR0982  ______________________________________________________________________
 OR0982  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 OR0982  DYNAMIC HEIGHT  -        436.435 (meters)     1431.87  (feet) COMP
 OR0982  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 OR0982
 OR0982  VERT ORDER      -  FIRST     CLASS II
 OR0982
 OR0982.The horizontal coordinates were scaled from a map and have
 OR0982.an estimated accuracy of +/- 6 seconds.
 OR0982
 OR0982.The orthometric height was determined by differential leveling and
 OR0982.adjusted by the NATIONAL GEODETIC SURVEY
 OR0982.in September 1993.
 OR0982
 OR0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0982.GEOID18 height accuracy estimate available here.
 OR0982
 OR0982.Click photographs - Photos may exist for this station.
 OR0982
 OR0982.The dynamic height is computed by dividing the NAVD 88
 OR0982.geopotential number by the normal gravity value computed on the
 OR0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0982.degrees latitude (g = 980.6199 gals.).
 OR0982
 OR0982.The modeled gravity was interpolated from observed gravity values.
 OR0982
 OR0982;                    North         East    Units  Estimated Accuracy
 OR0982;SPC SD S     -   153,480.      766,970.      MT  (+/- 180 meters Scaled)
 OR0982
 OR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP594383(NAD 83)
 OR0982
 OR0982                          SUPERSEDED SURVEY CONTROL
 OR0982
 OR0982.No superseded survey control is available for this station.
 OR0982
 OR0982_MARKER: Z = SEE DESCRIPTION
 OR0982_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0982_STAMPING: I90 319.6
 OR0982_MARK LOGO: NGS
 OR0982_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0982_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0982+STABILITY: POSITION/ELEVATION WELL
 OR0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0982+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0982_ROD/PIPE-DEPTH: 6.4 meters
 OR0982_SLEEVE-DEPTH  : 2.0 meters
 OR0982
 OR0982  HISTORY     - Date     Condition        Report By
 OR0982  HISTORY     - 1990     MONUMENTED       SDDT
 OR0982  HISTORY     - 19910621 GOOD             NGS
 OR0982  HISTORY     - 20120131 GOOD             INDIV
 OR0982
 OR0982                          STATION DESCRIPTION
 OR0982
 OR0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0982'20.1 KM (12.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0982'JUNCTION OF STATE HIGHWAY 37 (EXIT 330) IN MITCHELL, A STAINLESS
 OR0982'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0982'GALVANIZED STEEL PIPE, 278.0 M (912.1 FT) EAST OF THE NORTHEAST
 OR0982'CORNER OF BRIDGE NUMBER 18-030-105, 83.5 M (273.9 FT) SOUTHEAST OF A
 OR0982'BRACED FENCE POST, 67.0 M (219.8 FT) NORTHWEST OF A T-FENCE CORNER,
 OR0982'61.3 M (201.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OR0982'THE HIGHWAY, 27.0 M (88.6 FT) NORTHEAST OF THE CENTER OF THE
 OR0982'WESTBOUND OFF RAMP (EXIT 319), 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 OR0982'HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 OR0982'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR0982'THROUGH A 4-INCH PVC CAP.
 OR0982
 OR0982                          STATION RECOVERY (2012)
 OR0982
 OR0982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0980 ***********************************************************************
 OR0980  DESIGNATION -  I90 321.7
 OR0980  PID         -  OR0980
 OR0980  STATE/COUNTY-  SD/DAVISON
 OR0980  COUNTRY     -  US
 OR0980  USGS QUAD   -  BETTS (2017)
 OR0980
 OR0980                         *CURRENT SURVEY CONTROL
 OR0980  ______________________________________________________________________
 OR0980* NAD 83(1986) POSITION- 43 41 45.     (N) 098 13 17.     (W)   SCALED
 OR0980* NAVD 88 ORTHO HEIGHT -   429.644 (meters)     1409.59  (feet) ADJUSTED
 OR0980  ______________________________________________________________________
 OR0980  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 OR0980  DYNAMIC HEIGHT  -        429.534 (meters)     1409.23  (feet) COMP
 OR0980  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 OR0980
 OR0980  VERT ORDER      -  FIRST     CLASS II
 OR0980
 OR0980.The horizontal coordinates were scaled from a map and have
 OR0980.an estimated accuracy of +/- 6 seconds.
 OR0980
 OR0980.The orthometric height was determined by differential leveling and
 OR0980.adjusted by the NATIONAL GEODETIC SURVEY
 OR0980.in September 1993.
 OR0980
 OR0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0980.GEOID18 height accuracy estimate available here.
 OR0980
 OR0980.Click photographs - Photos may exist for this station.
 OR0980
 OR0980.The dynamic height is computed by dividing the NAVD 88
 OR0980.geopotential number by the normal gravity value computed on the
 OR0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0980.degrees latitude (g = 980.6199 gals.).
 OR0980
 OR0980.The modeled gravity was interpolated from observed gravity values.
 OR0980
 OR0980;                    North         East    Units  Estimated Accuracy
 OR0980;SPC SD S     -   153,530.      770,220.      MT  (+/- 180 meters Scaled)
 OR0980
 OR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP627383(NAD 83)
 OR0980
 OR0980                          SUPERSEDED SURVEY CONTROL
 OR0980
 OR0980.No superseded survey control is available for this station.
 OR0980
 OR0980_MARKER: Z = SEE DESCRIPTION
 OR0980_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0980_STAMPING: I90 321.7
 OR0980_MARK LOGO: NGS
 OR0980_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0980_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0980+STABILITY: POSITION/ELEVATION WELL
 OR0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0980+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0980_ROD/PIPE-DEPTH: 6.4 meters
 OR0980_SLEEVE-DEPTH  : 2.0 meters
 OR0980
 OR0980  HISTORY     - Date     Condition        Report By
 OR0980  HISTORY     - 1990     MONUMENTED       SDDT
 OR0980  HISTORY     - 19910621 GOOD             NGS
 OR0980  HISTORY     - 20120131 GOOD             INDIV
 OR0980
 OR0980                          STATION DESCRIPTION
 OR0980
 OR0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0980'17.0 KM (10.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0980'JUNCTION OF STATE HIGHWAY 37 (EXIT 330) IN MITCHELL, A STAINLESS
 OR0980'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0980'GALVANIZED STEEL PIPE, 348.0 M (1141.7 FT) EAST OF THE NORTHEAST
 OR0980'CORNER OF BRIDGE NUMBER 18-050-105, 32.3 M (106.0 FT) NORTH OF THE
 OR0980'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT)
 OR0980'EAST OF A T-FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 OR0980'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OR0980'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR0980'THROUGH A 4-INCH PVC CAP.
 OR0980
 OR0980                          STATION RECOVERY (2012)
 OR0980
 OR0980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0978 ***********************************************************************
 OR0978  DESIGNATION -  I90 323.7
 OR0978  PID         -  OR0978
 OR0978  STATE/COUNTY-  SD/DAVISON
 OR0978  COUNTRY     -  US
 OR0978  USGS QUAD   -  BETTS (2017)
 OR0978
 OR0978                         *CURRENT SURVEY CONTROL
 OR0978  ______________________________________________________________________
 OR0978* NAD 83(1986) POSITION- 43 41 44.     (N) 098 10 52.     (W)   SCALED
 OR0978* NAVD 88 ORTHO HEIGHT -   421.855 (meters)     1384.04  (feet) ADJUSTED
 OR0978  ______________________________________________________________________
 OR0978  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 OR0978  DYNAMIC HEIGHT  -        421.748 (meters)     1383.68  (feet) COMP
 OR0978  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 OR0978
 OR0978  VERT ORDER      -  FIRST     CLASS II
 OR0978
 OR0978.The horizontal coordinates were scaled from a map and have
 OR0978.an estimated accuracy of +/- 6 seconds.
 OR0978
 OR0978.The orthometric height was determined by differential leveling and
 OR0978.adjusted by the NATIONAL GEODETIC SURVEY
 OR0978.in September 1993.
 OR0978
 OR0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0978.GEOID18 height accuracy estimate available here.
 OR0978
 OR0978.Click photographs - Photos may exist for this station.
 OR0978
 OR0978.The dynamic height is computed by dividing the NAVD 88
 OR0978.geopotential number by the normal gravity value computed on the
 OR0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0978.degrees latitude (g = 980.6199 gals.).
 OR0978
 OR0978.The modeled gravity was interpolated from observed gravity values.
 OR0978
 OR0978;                    North         East    Units  Estimated Accuracy
 OR0978;SPC SD S     -   153,580.      773,470.      MT  (+/- 180 meters Scaled)
 OR0978
 OR0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP659383(NAD 83)
 OR0978
 OR0978                          SUPERSEDED SURVEY CONTROL
 OR0978
 OR0978.No superseded survey control is available for this station.
 OR0978
 OR0978_MARKER: Z = SEE DESCRIPTION
 OR0978_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0978_STAMPING: I90 323.7
 OR0978_MARK LOGO: NGS
 OR0978_PROJECTION: PROJECTING 1 CENTIMETERS
 OR0978_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0978+STABILITY: POSITION/ELEVATION WELL
 OR0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0978+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0978_ROD/PIPE-DEPTH: 6.4 meters
 OR0978_SLEEVE-DEPTH  : 2.0 meters
 OR0978
 OR0978  HISTORY     - Date     Condition        Report By
 OR0978  HISTORY     - 1990     MONUMENTED       SDDT
 OR0978  HISTORY     - 19910621 GOOD             NGS
 OR0978  HISTORY     - 20120131 GOOD             INDIV
 OR0978
 OR0978                          STATION DESCRIPTION
 OR0978
 OR0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0978'13.6 KM (8.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0978'JUNCTION OF STATE HIGHWAY 37 (EXIT 330) IN MITCHELL, A STAINLESS
 OR0978'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0978'GALVANIZED STEEL PIPE, 386.0 M (1266.4 FT) EAST OF THE NORTHEAST
 OR0978'CORNER OF BRIDGE NUMBER 18-070-105, 32.2 M (105.6 FT) NORTH OF THE
 OR0978'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.2 M (20.3 FT)
 OR0978'EAST OF A BRACED FENCE POST, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OR0978'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR0978'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR0978
 OR0978                          STATION RECOVERY (2012)
 OR0978
 OR0978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0976 ***********************************************************************
 OR0976  DESIGNATION -  I90 325.4
 OR0976  PID         -  OR0976
 OR0976  STATE/COUNTY-  SD/DAVISON
 OR0976  COUNTRY     -  US
 OR0976  USGS QUAD   -  BETTS (2017)
 OR0976
 OR0976                         *CURRENT SURVEY CONTROL
 OR0976  ______________________________________________________________________
 OR0976* NAD 83(1986) POSITION- 43 41 48.     (N) 098 08 52.     (W)   SCALED
 OR0976* NAVD 88 ORTHO HEIGHT -   419.435 (meters)     1376.10  (feet) ADJUSTED
 OR0976  ______________________________________________________________________
 OR0976  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OR0976  DYNAMIC HEIGHT  -        419.329 (meters)     1375.75  (feet) COMP
 OR0976  MODELED GRAVITY -    980,355.0   (mgal)                       NAVD 88
 OR0976
 OR0976  VERT ORDER      -  FIRST     CLASS II
 OR0976
 OR0976.The horizontal coordinates were scaled from a map and have
 OR0976.an estimated accuracy of +/- 6 seconds.
 OR0976
 OR0976.The orthometric height was determined by differential leveling and
 OR0976.adjusted by the NATIONAL GEODETIC SURVEY
 OR0976.in September 1993.
 OR0976
 OR0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0976.GEOID18 height accuracy estimate available here.
 OR0976
 OR0976.Click photographs - Photos may exist for this station.
 OR0976
 OR0976.The dynamic height is computed by dividing the NAVD 88
 OR0976.geopotential number by the normal gravity value computed on the
 OR0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0976.degrees latitude (g = 980.6199 gals.).
 OR0976
 OR0976.The modeled gravity was interpolated from observed gravity values.
 OR0976
 OR0976;                    North         East    Units  Estimated Accuracy
 OR0976;SPC SD S     -   153,770.      776,150.      MT  (+/- 180 meters Scaled)
 OR0976
 OR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP686385(NAD 83)
 OR0976
 OR0976                          SUPERSEDED SURVEY CONTROL
 OR0976
 OR0976.No superseded survey control is available for this station.
 OR0976
 OR0976_MARKER: Z = SEE DESCRIPTION
 OR0976_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0976_STAMPING: I90 325.4
 OR0976_MARK LOGO: NGS
 OR0976_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0976_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0976+STABILITY: POSITION/ELEVATION WELL
 OR0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0976+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0976_ROD/PIPE-DEPTH: 6.4 meters
 OR0976_SLEEVE-DEPTH  : 2.0 meters
 OR0976
 OR0976  HISTORY     - Date     Condition        Report By
 OR0976  HISTORY     - 1990     MONUMENTED       SDDT
 OR0976  HISTORY     - 19910621 GOOD             NGS
 OR0976  HISTORY     - 20120131 GOOD             INDIV
 OR0976
 OR0976                          STATION DESCRIPTION
 OR0976
 OR0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0976'10.9 KM (6.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0976'JUNCTION OF STATE HIGHWAY 37 (EXIT 330) IN MITCHELL, A STAINLESS
 OR0976'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0976'GALVANIZED STEEL PIPE, 125.0 M (410.1 FT) WEST OF THE CENTER OF BETTS
 OR0976'ROAD (EXIT 325), 124.0 M (406.8 FT) NORTH OF THE CENTERLINE OF THE
 OR0976'WESTBOUND LANES OF THE HIGHWAY, 57.2 M (187.7 FT) SOUTHWEST OF A
 OR0976'FENCE CORNER AND UNDERGROUND CABLE JUNCTION BOX NUMBER D 7, 0.4 M
 OR0976'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST
 OR0976'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OR0976'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR0976
 OR0976                          STATION RECOVERY (2012)
 OR0976
 OR0976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0973 ***********************************************************************
 OR0973  DESIGNATION -  I90 328.6
 OR0973  PID         -  OR0973
 OR0973  STATE/COUNTY-  SD/DAVISON
 OR0973  COUNTRY     -  US
 OR0973  USGS QUAD   -  MITCHELL (2017)
 OR0973
 OR0973                         *CURRENT SURVEY CONTROL
 OR0973  ______________________________________________________________________
 OR0973* NAD 83(1986) POSITION- 43 41 39.     (N) 098 04 56.     (W)   SCALED
 OR0973* NAVD 88 ORTHO HEIGHT -   412.964 (meters)     1354.87  (feet) ADJUSTED
 OR0973  ______________________________________________________________________
 OR0973  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 OR0973  DYNAMIC HEIGHT  -        412.861 (meters)     1354.53  (feet) COMP
 OR0973  MODELED GRAVITY -    980,357.5   (mgal)                       NAVD 88
 OR0973
 OR0973  VERT ORDER      -  FIRST     CLASS II
 OR0973
 OR0973.The horizontal coordinates were scaled from a map and have
 OR0973.an estimated accuracy of +/- 6 seconds.
 OR0973
 OR0973.The orthometric height was determined by differential leveling and
 OR0973.adjusted by the NATIONAL GEODETIC SURVEY
 OR0973.in September 1993.
 OR0973
 OR0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0973.GEOID18 height accuracy estimate available here.
 OR0973
 OR0973.Click photographs - Photos may exist for this station.
 OR0973
 OR0973.The dynamic height is computed by dividing the NAVD 88
 OR0973.geopotential number by the normal gravity value computed on the
 OR0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0973.degrees latitude (g = 980.6199 gals.).
 OR0973
 OR0973.The modeled gravity was interpolated from observed gravity values.
 OR0973
 OR0973;                    North         East    Units  Estimated Accuracy
 OR0973;SPC SD S     -   153,640.      781,440.      MT  (+/- 180 meters Scaled)
 OR0973
 OR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP739383(NAD 83)
 OR0973
 OR0973                          SUPERSEDED SURVEY CONTROL
 OR0973
 OR0973.No superseded survey control is available for this station.
 OR0973
 OR0973_MARKER: Z = SEE DESCRIPTION
 OR0973_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0973_STAMPING: I90 328.6
 OR0973_MARK LOGO: NGS
 OR0973_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0973_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0973+STABILITY: POSITION/ELEVATION WELL
 OR0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0973+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OR0973_ROD/PIPE-DEPTH: 6.4 meters
 OR0973_SLEEVE-DEPTH  : 2.0 meters
 OR0973
 OR0973  HISTORY     - Date     Condition        Report By
 OR0973  HISTORY     - 1990     MONUMENTED       SDDT
 OR0973  HISTORY     - 19910621 GOOD             NGS
 OR0973  HISTORY     - 20120131 POOR             INDIV
 OR0973
 OR0973                          STATION DESCRIPTION
 OR0973
 OR0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0973'5.7 KM (3.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0973'JUNCTION OF STATE HIGHWAY 37 (EXIT 330) IN MITCHELL, A STAINLESS
 OR0973'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0973'GALVANIZED STEEL PIPE, 345.0 M (1131.9 FT) EAST OF THE NORTHWEST
 OR0973'CORNER OF BRIDGE NUMBER 18-120-105, 31.3 M (102.7 FT) NORTH OF THE
 OR0973'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 18.9 M (62.0 FT)
 OR0973'WEST OF A BRACED FENCE POST, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 OR0973'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OR0973'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR0973'THROUGH A 4-INCH PVC CAP.
 OR0973
 OR0973                          STATION RECOVERY (2012)
 OR0973
 OR0973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0973'CONCRETE BASE IS CRACKED IN HALF. CAP IS MISSING. PVC SLEEVE IS
 OR0973'DESTROYED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0971 ***********************************************************************
 OR0971  DESIGNATION -  I90 330.6
 OR0971  PID         -  OR0971
 OR0971  STATE/COUNTY-  SD/DAVISON
 OR0971  COUNTRY     -  US
 OR0971  USGS QUAD   -  MITCHELL (2017)
 OR0971
 OR0971                         *CURRENT SURVEY CONTROL
 OR0971  ______________________________________________________________________
 OR0971* NAD 83(1986) POSITION- 43 41 32.     (N) 098 02 35.     (W)   SCALED
 OR0971* NAVD 88 ORTHO HEIGHT -   411.448 (meters)     1349.89  (feet) ADJUSTED
 OR0971  ______________________________________________________________________
 OR0971  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 OR0971  DYNAMIC HEIGHT  -        411.346 (meters)     1349.56  (feet) COMP
 OR0971  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 OR0971
 OR0971  VERT ORDER      -  FIRST     CLASS II
 OR0971
 OR0971.The horizontal coordinates were scaled from a map and have
 OR0971.an estimated accuracy of +/- 6 seconds.
 OR0971
 OR0971.The orthometric height was determined by differential leveling and
 OR0971.adjusted by the NATIONAL GEODETIC SURVEY
 OR0971.in September 1993.
 OR0971
 OR0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0971.GEOID18 height accuracy estimate available here.
 OR0971
 OR0971.Click photographs - Photos may exist for this station.
 OR0971
 OR0971.The dynamic height is computed by dividing the NAVD 88
 OR0971.geopotential number by the normal gravity value computed on the
 OR0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0971.degrees latitude (g = 980.6199 gals.).
 OR0971
 OR0971.The modeled gravity was interpolated from observed gravity values.
 OR0971
 OR0971;                    North         East    Units  Estimated Accuracy
 OR0971;SPC SD S     -   153,510.      784,600.      MT  (+/- 180 meters Scaled)
 OR0971
 OR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP771381(NAD 83)
 OR0971
 OR0971                          SUPERSEDED SURVEY CONTROL
 OR0971
 OR0971.No superseded survey control is available for this station.
 OR0971
 OR0971_MARKER: Z = SEE DESCRIPTION
 OR0971_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0971_STAMPING: I90 330.6
 OR0971_MARK LOGO: NGS
 OR0971_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0971_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0971+STABILITY: POSITION/ELEVATION WELL
 OR0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0971+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0971_ROD/PIPE-DEPTH: 6.4 meters
 OR0971_SLEEVE-DEPTH  : 2.0 meters
 OR0971
 OR0971  HISTORY     - Date     Condition        Report By
 OR0971  HISTORY     - 1990     MONUMENTED       SDDT
 OR0971  HISTORY     - 19910621 GOOD             NGS
 OR0971  HISTORY     - 20120131 GOOD             INDIV
 OR0971
 OR0971                          STATION DESCRIPTION
 OR0971
 OR0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0971'2.5 KM (1.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0971'JUNCTION OF STATE HIGHWAY 37 (EXIT 330) IN MITCHELL, A STAINLESS
 OR0971'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0971'GALVANIZED STEEL PIPE, 277.0 M (908.8 FT) EAST OF THE NORTHWEST
 OR0971'CORNER OF BRIDGE NUMBER 18-140-107, 67.2 M (220.5 FT) NORTH OF THE
 OR0971'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 27.1 M (88.9 FT)
 OR0971'WEST OF A UTILITY LIGHT POLE, 25.2 M (82.7 FT) NORTHEAST OF THE
 OR0971'CENTER OF THE WESTBOUND OFF RAMP (EXIT 330), 16.8 M (55.1 FT) EAST OF
 OR0971'A SIGN (JACKS CAMPERS), 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RAMP,
 OR0971'AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 OR0971'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OR0971'THROUGH A 4-INCH PVC CAP.
 OR0971
 OR0971                          STATION RECOVERY (2012)
 OR0971
 OR0971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0970 ***********************************************************************
 OR0970  DESIGNATION -  I90 331.6
 OR0970  PID         -  OR0970
 OR0970  STATE/COUNTY-  SD/DAVISON
 OR0970  COUNTRY     -  US
 OR0970  USGS QUAD   -  MITCHELL (2017)
 OR0970
 OR0970                         *CURRENT SURVEY CONTROL
 OR0970  ______________________________________________________________________
 OR0970* NAD 83(1986) POSITION- 43 41 32.     (N) 098 01 24.     (W)   SCALED
 OR0970* NAVD 88 ORTHO HEIGHT -   406.034 (meters)     1332.13  (feet) ADJUSTED
 OR0970  ______________________________________________________________________
 OR0970  GEOID HEIGHT    -        -26.176 (meters)                     GEOID18
 OR0970  DYNAMIC HEIGHT  -        405.933 (meters)     1331.80  (feet) COMP
 OR0970  MODELED GRAVITY -    980,358.2   (mgal)                       NAVD 88
 OR0970
 OR0970  VERT ORDER      -  FIRST     CLASS II
 OR0970
 OR0970.The horizontal coordinates were scaled from a map and have
 OR0970.an estimated accuracy of +/- 6 seconds.
 OR0970
 OR0970.The orthometric height was determined by differential leveling and
 OR0970.adjusted by the NATIONAL GEODETIC SURVEY
 OR0970.in September 1993.
 OR0970
 OR0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0970.GEOID18 height accuracy estimate available here.
 OR0970
 OR0970.Click photographs - Photos may exist for this station.
 OR0970
 OR0970.The dynamic height is computed by dividing the NAVD 88
 OR0970.geopotential number by the normal gravity value computed on the
 OR0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0970.degrees latitude (g = 980.6199 gals.).
 OR0970
 OR0970.The modeled gravity was interpolated from observed gravity values.
 OR0970
 OR0970;                    North         East    Units  Estimated Accuracy
 OR0970;SPC SD S     -   153,550.      786,190.      MT  (+/- 180 meters Scaled)
 OR0970
 OR0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP787381(NAD 83)
 OR0970
 OR0970                          SUPERSEDED SURVEY CONTROL
 OR0970
 OR0970.No superseded survey control is available for this station.
 OR0970
 OR0970_MARKER: Z = SEE DESCRIPTION
 OR0970_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0970_STAMPING: I90 331.6
 OR0970_MARK LOGO: NGS
 OR0970_PROJECTION: PROJECTING 1 CENTIMETERS
 OR0970_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0970+STABILITY: POSITION/ELEVATION WELL
 OR0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0970+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0970_ROD/PIPE-DEPTH: 6.4 meters
 OR0970_SLEEVE-DEPTH  : 2.0 meters
 OR0970
 OR0970  HISTORY     - Date     Condition        Report By
 OR0970  HISTORY     - 1990     MONUMENTED       SDDT
 OR0970  HISTORY     - 19910621 GOOD             NGS
 OR0970  HISTORY     - 20120131 GOOD             INDIV
 OR0970
 OR0970                          STATION DESCRIPTION
 OR0970
 OR0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0970'0.9 KM (0.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0970'JUNCTION OF STATE HIGHWAY 37 (EXIT 330) IN MITCHELL, A STAINLESS
 OR0970'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0970'GALVANIZED STEEL PIPE, 261.0 M (856.3 FT) EAST OF THE NORTHWEST
 OR0970'CORNER OF BRIDGE NUMBER 18-150-107, 43.7 M (143.4 FT) WEST OF A
 OR0970'BRACED T-FENCE CORNER, 31.5 M (103.3 FT) NORTH OF THE CENTERLINE OF
 OR0970'THE WESTBOUND LANES OF THE HIGHWAY, 22.8 M (74.8 FT) NORTHWEST OF THE
 OR0970'NORTH END OF A CULVERT, 16.6 M (54.5 FT) NORTHEAST OF THE NORTH LEG
 OR0970'OF A HIGHWAY INFORMATION SIGN (EXIT 330 MITCHELL 3/4 MILE), 4.0 M
 OR0970'(13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF
 OR0970'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OR0970'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR0970
 OR0970                          STATION RECOVERY (2012)
 OR0970
 OR0970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0967 ***********************************************************************
 OR0967  DESIGNATION -  I90 332.3
 OR0967  PID         -  OR0967
 OR0967  STATE/COUNTY-  SD/DAVISON
 OR0967  COUNTRY     -  US
 OR0967  USGS QUAD   -  MITCHELL (2017)
 OR0967
 OR0967                         *CURRENT SURVEY CONTROL
 OR0967  ______________________________________________________________________
 OR0967* NAD 83(1986) POSITION- 43 41 36.     (N) 098 00 37.     (W)   SCALED
 OR0967* NAVD 88 ORTHO HEIGHT -   411.559 (meters)     1350.26  (feet) ADJUSTED
 OR0967  ______________________________________________________________________
 OR0967  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0967  DYNAMIC HEIGHT  -        411.457 (meters)     1349.92  (feet) COMP
 OR0967  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 OR0967
 OR0967  VERT ORDER      -  FIRST     CLASS II
 OR0967
 OR0967.The horizontal coordinates were scaled from a map and have
 OR0967.an estimated accuracy of +/- 6 seconds.
 OR0967
 OR0967.The orthometric height was determined by differential leveling and
 OR0967.adjusted by the NATIONAL GEODETIC SURVEY
 OR0967.in September 1993.
 OR0967
 OR0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0967.GEOID18 height accuracy estimate available here.
 OR0967
 OR0967.Click photographs - Photos may exist for this station.
 OR0967
 OR0967.The dynamic height is computed by dividing the NAVD 88
 OR0967.geopotential number by the normal gravity value computed on the
 OR0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0967.degrees latitude (g = 980.6199 gals.).
 OR0967
 OR0967.The modeled gravity was interpolated from observed gravity values.
 OR0967
 OR0967;                    North         East    Units  Estimated Accuracy
 OR0967;SPC SD S     -   153,700.      787,240.      MT  (+/- 180 meters Scaled)
 OR0967
 OR0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP797382(NAD 83)
 OR0967
 OR0967                          SUPERSEDED SURVEY CONTROL
 OR0967
 OR0967.No superseded survey control is available for this station.
 OR0967
 OR0967_MARKER: Z = SEE DESCRIPTION
 OR0967_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OR0967_STAMPING: I90 332.3
 OR0967_MARK LOGO: NGS
 OR0967_PROJECTION: PROJECTING 1 CENTIMETERS
 OR0967_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0967+STABILITY: POSITION/ELEVATION WELL
 OR0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0967+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 OR0967_ROD/PIPE-DEPTH: 6.4 meters
 OR0967_SLEEVE-DEPTH  : 2.0 meters
 OR0967
 OR0967  HISTORY     - Date     Condition        Report By
 OR0967  HISTORY     - 1990     MONUMENTED       SDDT
 OR0967  HISTORY     - 19910621 GOOD             NGS
 OR0967  HISTORY     - 20120131 GOOD             INDIV
 OR0967
 OR0967                          STATION DESCRIPTION
 OR0967
 OR0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0967'0.1 KM (0.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0967'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, A STAINLESS
 OR0967'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OR0967'GALVANIZED STEEL PIPE, 200.0 M (656.2 FT) NORTHEAST OF THE NORTHEAST
 OR0967'CORNER OF BRIDGE NUMBER 18-160-107, 135.6 M (444.9 FT) NORTH OF THE
 OR0967'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 127.0 M (416.7 FT)
 OR0967'SOUTHEAST OF THE SOUTH CORNER OF THE SUPER 8 MOTEL, 55.1 SOUTHEAST OF
 OR0967'A FENCE CORNER, 12.2 M (40.0 FT) WEST OF A UTILITY POLE, 2.4 M (7.9
 OR0967'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 OR0967'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR0967'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OR0967
 OR0967                          STATION RECOVERY (2012)
 OR0967
 OR0967'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1175 ***********************************************************************
 OQ1175  DESIGNATION -  I90 334.7
 OQ1175  PID         -  OQ1175
 OQ1175  STATE/COUNTY-  SD/HANSON
 OQ1175  COUNTRY     -  US
 OQ1175  USGS QUAD   -  RIVERSIDE (2017)
 OQ1175
 OQ1175                         *CURRENT SURVEY CONTROL
 OQ1175  ______________________________________________________________________
 OQ1175* NAD 83(1986) POSITION- 43 41 40.     (N) 097 57 43.     (W)   SCALED
 OQ1175* NAVD 88 ORTHO HEIGHT -   381.449 (meters)     1251.47  (feet) ADJUSTED
 OQ1175  ______________________________________________________________________
 OQ1175  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 OQ1175  DYNAMIC HEIGHT  -        381.354 (meters)     1251.16  (feet) COMP
 OQ1175  MODELED GRAVITY -    980,359.4   (mgal)                       NAVD 88
 OQ1175
 OQ1175  VERT ORDER      -  FIRST     CLASS II
 OQ1175
 OQ1175.The horizontal coordinates were scaled from a map and have
 OQ1175.an estimated accuracy of +/- 6 seconds.
 OQ1175
 OQ1175.The orthometric height was determined by differential leveling and
 OQ1175.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1175.in September 1993.
 OQ1175
 OQ1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1175.GEOID18 height accuracy estimate available here.
 OQ1175
 OQ1175.Click photographs - Photos may exist for this station.
 OQ1175
 OQ1175.The dynamic height is computed by dividing the NAVD 88
 OQ1175.geopotential number by the normal gravity value computed on the
 OQ1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1175.degrees latitude (g = 980.6199 gals.).
 OQ1175
 OQ1175.The modeled gravity was interpolated from observed gravity values.
 OQ1175
 OQ1175;                    North         East    Units  Estimated Accuracy
 OQ1175;SPC SD S     -   153,940.      791,130.      MT  (+/- 180 meters Scaled)
 OQ1175
 OQ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP836384(NAD 83)
 OQ1175
 OQ1175                          SUPERSEDED SURVEY CONTROL
 OQ1175
 OQ1175.No superseded survey control is available for this station.
 OQ1175
 OQ1175_MARKER: Z = SEE DESCRIPTION
 OQ1175_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1175_STAMPING: I90 334.7
 OQ1175_MARK LOGO: NGS
 OQ1175_PROJECTION: FLUSH
 OQ1175_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1175+STABILITY: POSITION/ELEVATION WELL
 OQ1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1175+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1175_ROD/PIPE-DEPTH: 6.4 meters
 OQ1175_SLEEVE-DEPTH  : 2.0 meters
 OQ1175
 OQ1175  HISTORY     - Date     Condition        Report By
 OQ1175  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1175  HISTORY     - 19910621 GOOD             NGS
 OQ1175  HISTORY     - 20120206 GOOD             INDIV
 OQ1175
 OQ1175                          STATION DESCRIPTION
 OQ1175
 OQ1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1175'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1175'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, A STAINLESS
 OQ1175'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1175'GALVANIZED STEEL PIPE, 217.0 M (711.9 FT) EAST OF THE NORTHEAST
 OQ1175'CORNER OF BRIDGE NUMBER 31-001-106 SPANNING JAMES RIVER, 41.3 M
 OQ1175'(135.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ1175'HIGHWAY, 24.0 M (78.7 FT) SOUTHWEST OF THE SOUTH LEG OF A BILLBOARD,
 OQ1175'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OQ1175'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OQ1175'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1175
 OQ1175                          STATION RECOVERY (2012)
 OQ1175
 OQ1175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1174 ***********************************************************************
 OQ1174  DESIGNATION -  I90 335.4
 OQ1174  PID         -  OQ1174
 OQ1174  STATE/COUNTY-  SD/HANSON
 OQ1174  COUNTRY     -  US
 OQ1174  USGS QUAD   -  RIVERSIDE (2017)
 OQ1174
 OQ1174                         *CURRENT SURVEY CONTROL
 OQ1174  ______________________________________________________________________
 OQ1174* NAD 83(1986) POSITION- 43 41 44.     (N) 097 56 56.     (W)   SCALED
 OQ1174* NAVD 88 ORTHO HEIGHT -   399.578 (meters)     1310.95  (feet) ADJUSTED
 OQ1174  ______________________________________________________________________
 OQ1174  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 OQ1174  DYNAMIC HEIGHT  -        399.478 (meters)     1310.62  (feet) COMP
 OQ1174  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 OQ1174
 OQ1174  VERT ORDER      -  FIRST     CLASS II
 OQ1174
 OQ1174.The horizontal coordinates were scaled from a map and have
 OQ1174.an estimated accuracy of +/- 6 seconds.
 OQ1174
 OQ1174.The orthometric height was determined by differential leveling and
 OQ1174.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1174.in September 1993.
 OQ1174
 OQ1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1174.GEOID18 height accuracy estimate available here.
 OQ1174
 OQ1174.Click photographs - Photos may exist for this station.
 OQ1174
 OQ1174.The dynamic height is computed by dividing the NAVD 88
 OQ1174.geopotential number by the normal gravity value computed on the
 OQ1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1174.degrees latitude (g = 980.6199 gals.).
 OQ1174
 OQ1174.The modeled gravity was interpolated from observed gravity values.
 OQ1174
 OQ1174;                    North         East    Units  Estimated Accuracy
 OQ1174;SPC SD S     -   154,090.      792,180.      MT  (+/- 180 meters Scaled)
 OQ1174
 OQ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP847385(NAD 83)
 OQ1174
 OQ1174                          SUPERSEDED SURVEY CONTROL
 OQ1174
 OQ1174.No superseded survey control is available for this station.
 OQ1174
 OQ1174_MARKER: Z = SEE DESCRIPTION
 OQ1174_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1174_STAMPING: I90 335.4
 OQ1174_MARK LOGO: NGS
 OQ1174_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1174_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1174+STABILITY: POSITION/ELEVATION WELL
 OQ1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1174+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1174_ROD/PIPE-DEPTH: 6.4 meters
 OQ1174_SLEEVE-DEPTH  : 2.0 meters
 OQ1174
 OQ1174  HISTORY     - Date     Condition        Report By
 OQ1174  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1174  HISTORY     - 19910621 GOOD             NGS
 OQ1174  HISTORY     - 20120206 GOOD             INDIV
 OQ1174
 OQ1174                          STATION DESCRIPTION
 OQ1174
 OQ1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1174'5.1 KM (3.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1174'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, A STAINLESS
 OQ1174'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH
 OQ1174'GALVANIZED STEEL PIPE, 100.0 M (328.1 FT) NORTHWEST OF THE NORTHWEST
 OQ1174'CORNER OF BRIDGE NUMBER 31-010-106 (EXIT 335), 53.5 M (175.5 FT)
 OQ1174'NORTHEAST OF A BRACED T-FENCE CORNER, 25.4 M (83.3 FT) NORTHWEST OF
 OQ1174'THE CENTER OF THE WESTBOUND ON RAMP, 8.1 M (26.6 FT) SOUTHWEST OF A
 OQ1174'UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE RAMP, AND 0.4 M
 OQ1174'(1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1174'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ1174'PVC CAP.
 OQ1174
 OQ1174                          STATION RECOVERY (2012)
 OQ1174
 OQ1174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1172 ***********************************************************************
 OQ1172  DESIGNATION -  I90 338.2
 OQ1172  PID         -  OQ1172
 OQ1172  STATE/COUNTY-  SD/HANSON
 OQ1172  COUNTRY     -  US
 OQ1172  USGS QUAD   -  RIVERSIDE (2017)
 OQ1172
 OQ1172                         *CURRENT SURVEY CONTROL
 OQ1172  ______________________________________________________________________
 OQ1172* NAD 83(1986) POSITION- 43 41 43.     (N) 097 53 27.     (W)   SCALED
 OQ1172* NAVD 88 ORTHO HEIGHT -   403.085 (meters)     1322.45  (feet) ADJUSTED
 OQ1172  ______________________________________________________________________
 OQ1172  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 OQ1172  DYNAMIC HEIGHT  -        402.986 (meters)     1322.13  (feet) COMP
 OQ1172  MODELED GRAVITY -    980,360.8   (mgal)                       NAVD 88
 OQ1172
 OQ1172  VERT ORDER      -  FIRST     CLASS II
 OQ1172
 OQ1172.The horizontal coordinates were scaled from a map and have
 OQ1172.an estimated accuracy of +/- 6 seconds.
 OQ1172
 OQ1172.The orthometric height was determined by differential leveling and
 OQ1172.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1172.in September 1993.
 OQ1172
 OQ1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1172.GEOID18 height accuracy estimate available here.
 OQ1172
 OQ1172.Click photographs - Photos may exist for this station.
 OQ1172
 OQ1172.The dynamic height is computed by dividing the NAVD 88
 OQ1172.geopotential number by the normal gravity value computed on the
 OQ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1172.degrees latitude (g = 980.6199 gals.).
 OQ1172
 OQ1172.The modeled gravity was interpolated from observed gravity values.
 OQ1172
 OQ1172;                    North         East    Units  Estimated Accuracy
 OQ1172;SPC SD S     -   154,200.      796,860.      MT  (+/- 180 meters Scaled)
 OQ1172
 OQ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP893386(NAD 83)
 OQ1172
 OQ1172                          SUPERSEDED SURVEY CONTROL
 OQ1172
 OQ1172.No superseded survey control is available for this station.
 OQ1172
 OQ1172_MARKER: Z = SEE DESCRIPTION
 OQ1172_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1172_STAMPING: I90 338.2
 OQ1172_MARK LOGO: NGS
 OQ1172_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1172_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1172+STABILITY: POSITION/ELEVATION WELL
 OQ1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1172+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1172_ROD/PIPE-DEPTH: 6.4 meters
 OQ1172_SLEEVE-DEPTH  : 2.0 meters
 OQ1172
 OQ1172  HISTORY     - Date     Condition        Report By
 OQ1172  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1172  HISTORY     - 19910621 GOOD             NGS
 OQ1172  HISTORY     - 20120206 GOOD             INDIV
 OQ1172
 OQ1172                          STATION DESCRIPTION
 OQ1172
 OQ1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1172'9.3 KM (5.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1172'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1172'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1172'GALVANIZED STEEL PIPE, 295.0 M (967.8 FT) WEST OF THE NORTHWEST
 OQ1172'CORNER OF BRIDGE NUMBER 31-040-105, 31.6 M (103.7 FT) NORTH OF THE
 OQ1172'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 13.0 M (42.7 FT)
 OQ1172'EAST OF A SIGN (CHIEF MOTEL), 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 OQ1172'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OQ1172'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1172'THROUGH A 4-INCH PVC CAP.
 OQ1172
 OQ1172                          STATION RECOVERY (2012)
 OQ1172
 OQ1172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1168 ***********************************************************************
 OQ1168  DESIGNATION -  I90 341.8
 OQ1168  PID         -  OQ1168
 OQ1168  STATE/COUNTY-  SD/HANSON
 OQ1168  COUNTRY     -  US
 OQ1168  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1168
 OQ1168                         *CURRENT SURVEY CONTROL
 OQ1168  ______________________________________________________________________
 OQ1168* NAD 83(1986) POSITION- 43 40 16.     (N) 097 49 43.     (W)   SCALED
 OQ1168* NAVD 88 ORTHO HEIGHT -   401.475 (meters)     1317.17  (feet) ADJUSTED
 OQ1168  ______________________________________________________________________
 OQ1168  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 OQ1168  DYNAMIC HEIGHT  -        401.375 (meters)     1316.84  (feet) COMP
 OQ1168  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 OQ1168
 OQ1168  VERT ORDER      -  FIRST     CLASS II
 OQ1168
 OQ1168.The horizontal coordinates were scaled from a map and have
 OQ1168.an estimated accuracy of +/- 6 seconds.
 OQ1168
 OQ1168.The orthometric height was determined by differential leveling and
 OQ1168.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1168.in September 1993.
 OQ1168
 OQ1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1168.GEOID18 height accuracy estimate available here.
 OQ1168
 OQ1168.Click photographs - Photos may exist for this station.
 OQ1168
 OQ1168.The dynamic height is computed by dividing the NAVD 88
 OQ1168.geopotential number by the normal gravity value computed on the
 OQ1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1168.degrees latitude (g = 980.6199 gals.).
 OQ1168
 OQ1168.The modeled gravity was interpolated from observed gravity values.
 OQ1168
 OQ1168;                    North         East    Units  Estimated Accuracy
 OQ1168;SPC SD S     -   151,660.      801,950.      MT  (+/- 180 meters Scaled)
 OQ1168
 OQ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP944360(NAD 83)
 OQ1168
 OQ1168                          SUPERSEDED SURVEY CONTROL
 OQ1168
 OQ1168.No superseded survey control is available for this station.
 OQ1168
 OQ1168_MARKER: Z = SEE DESCRIPTION
 OQ1168_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1168_STAMPING: I90 341.8
 OQ1168_MARK LOGO: NGS
 OQ1168_PROJECTION: PROJECTING 1 CENTIMETERS
 OQ1168_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1168+STABILITY: POSITION/ELEVATION WELL
 OQ1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1168+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1168_ROD/PIPE-DEPTH: 6.4 meters
 OQ1168_SLEEVE-DEPTH  : 2.0 meters
 OQ1168
 OQ1168  HISTORY     - Date     Condition        Report By
 OQ1168  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1168  HISTORY     - 19910621 GOOD             NGS
 OQ1168  HISTORY     - 20120206 GOOD             INDIV
 OQ1168
 OQ1168                          STATION DESCRIPTION
 OQ1168
 OQ1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1168'3.5 KM (2.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1168'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1168'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1168'GALVANIZED STEEL PIPE, 178.0 M (584.0 FT) NORTHWEST OF A CULVERT
 OQ1168'UNDER THE HIGHWAY, 49.0 M (160.8 FT) SOUTHEAST OF THE SOUTH END OF A
 OQ1168'CULVERT, 35.9 M (117.8 FT) NORTHWEST OF A BRACED FENCE POST, 31.2 M
 OQ1168'(102.4 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ1168'HIGHWAY, 7.0 M (23.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 OQ1168'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1168'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ1168'PVC CAP.
 OQ1168
 OQ1168                          STATION RECOVERY (2012)
 OQ1168
 OQ1168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1165 ***********************************************************************
 OQ1165  DESIGNATION -  I90 344.3
 OQ1165  PID         -  OQ1165
 OQ1165  STATE/COUNTY-  SD/HANSON
 OQ1165  COUNTRY     -  US
 OQ1165  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1165
 OQ1165                         *CURRENT SURVEY CONTROL
 OQ1165  ______________________________________________________________________
 OQ1165* NAD 83(1986) POSITION- 43 39 54.     (N) 097 46 59.     (W)   SCALED
 OQ1165* NAVD 88 ORTHO HEIGHT -   413.656 (meters)     1357.14  (feet) ADJUSTED
 OQ1165  ______________________________________________________________________
 OQ1165  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 OQ1165  DYNAMIC HEIGHT  -        413.554 (meters)     1356.80  (feet) COMP
 OQ1165  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 OQ1165
 OQ1165  VERT ORDER      -  FIRST     CLASS II
 OQ1165
 OQ1165.The horizontal coordinates were scaled from a map and have
 OQ1165.an estimated accuracy of +/- 6 seconds.
 OQ1165
 OQ1165.The orthometric height was determined by differential leveling and
 OQ1165.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1165.in September 1993.
 OQ1165
 OQ1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1165.GEOID18 height accuracy estimate available here.
 OQ1165
 OQ1165.Click photographs - Photos may exist for this station.
 OQ1165
 OQ1165.The dynamic height is computed by dividing the NAVD 88
 OQ1165.geopotential number by the normal gravity value computed on the
 OQ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1165.degrees latitude (g = 980.6199 gals.).
 OQ1165
 OQ1165.The modeled gravity was interpolated from observed gravity values.
 OQ1165
 OQ1165;                    North         East    Units  Estimated Accuracy
 OQ1165;SPC SD S     -   151,090.      805,640.      MT  (+/- 180 meters Scaled)
 OQ1165
 OQ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP981353(NAD 83)
 OQ1165
 OQ1165                          SUPERSEDED SURVEY CONTROL
 OQ1165
 OQ1165.No superseded survey control is available for this station.
 OQ1165
 OQ1165_MARKER: Z = SEE DESCRIPTION
 OQ1165_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1165_STAMPING: I90 344.3
 OQ1165_MARK LOGO: NGS
 OQ1165_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1165_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1165+STABILITY: POSITION/ELEVATION WELL
 OQ1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1165+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1165_ROD/PIPE-DEPTH: 6.1 meters
 OQ1165_SLEEVE-DEPTH  : 2.0 meters
 OQ1165
 OQ1165  HISTORY     - Date     Condition        Report By
 OQ1165  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1165  HISTORY     - 19910621 GOOD             NGS
 OQ1165  HISTORY     - 20010417 GOOD             DUCKS
 OQ1165  HISTORY     - 20120206 GOOD             INDIV
 OQ1165
 OQ1165                          STATION DESCRIPTION
 OQ1165
 OQ1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1165'0.4 KM (0.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1165'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1165'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1165'GALVANIZED STEEL PIPE, 56.0 M (183.7 FT) SOUTHEAST OF A FENCE CORNER,
 OQ1165'38.6 M (126.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OQ1165'THE HIGHWAY, 38.3 M (125.7 FT) NORTHWEST OF A FENCE CORNER, 23.8 M
 OQ1165'(78.1 FT) NORTH-NORTHEAST OF THE CENTER OF THE WESTBOUND OFF RAMP
 OQ1165'(EXIT 344), 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 OQ1165'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1165'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ1165'PVC CAP.
 OQ1165
 OQ1165                          STATION RECOVERY (2001)
 OQ1165
 OQ1165'RECOVERY NOTE BY DUCKS UNLIMITED 2001 (GLJ)
 OQ1165'RECOVERED IN GOOD CONDITION.
 OQ1165
 OQ1165                          STATION RECOVERY (2012)
 OQ1165
 OQ1165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1162 ***********************************************************************
 OQ1162  CBN         -  This is a Cooperative Base Network Control Station.
 OQ1162  DESIGNATION -  I90 346.9
 OQ1162  PID         -  OQ1162
 OQ1162  STATE/COUNTY-  SD/HANSON
 OQ1162  COUNTRY     -  US
 OQ1162  USGS QUAD   -  FARMER (2017)
 OQ1162
 OQ1162                         *CURRENT SURVEY CONTROL
 OQ1162  ______________________________________________________________________
 OQ1162* NAD 83(2011) POSITION- 43 39 58.08704(N) 097 43 45.64061(W)   ADJUSTED
 OQ1162* NAD 83(2011) ELLIP HT-   389.085 (meters)        (06/27/12)   ADJUSTED
 OQ1162* NAD 83(2011) EPOCH   -  2010.00
 OQ1162* NAVD 88 ORTHO HEIGHT -   415.163 (meters)     1362.08  (feet) ADJUSTED
 OQ1162  ______________________________________________________________________
 OQ1162  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 OQ1162  NAD 83(2011) X  -   -621,555.758 (meters)                     COMP
 OQ1162  NAD 83(2011) Y  - -4,579,460.115 (meters)                     COMP
 OQ1162  NAD 83(2011) Z  -  4,381,601.158 (meters)                     COMP
 OQ1162  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 OQ1162  DYNAMIC HEIGHT  -        415.062 (meters)     1361.75  (feet) COMP
 OQ1162  MODELED GRAVITY -    980,362.4   (mgal)                       NAVD 88
 OQ1162
 OQ1162  VERT ORDER      -  FIRST     CLASS II
 OQ1162
 OQ1162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1162  Standards:
 OQ1162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1162  -------------------------------------------------------------------
 OQ1162  NETWORK    0.95   2.84           0.45   0.29   1.45     -0.09392067
 OQ1162  -------------------------------------------------------------------
 OQ1162  Click here for local accuracies and other accuracy information.
 OQ1162
 OQ1162.The horizontal coordinates were established by GPS observations
 OQ1162.and adjusted by the National Geodetic Survey in June 2012.
 OQ1162
 OQ1162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1162.been affixed to the stable North American tectonic plate. See 
 OQ1162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1162
 OQ1162.The horizontal coordinates are valid at the epoch date displayed above
 OQ1162.which is a decimal equivalence of Year/Month/Day.
 OQ1162
 OQ1162.The orthometric height was determined by differential leveling and
 OQ1162.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1162.in September 1993.
 OQ1162
 OQ1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1162.GEOID18 height accuracy estimate available here.
 OQ1162
 OQ1162.Click photographs - Photos may exist for this station.
 OQ1162
 OQ1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1162
 OQ1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1162
 OQ1162.The ellipsoidal height was determined by GPS observations
 OQ1162.and is referenced to NAD 83.
 OQ1162
 OQ1162.The dynamic height is computed by dividing the NAVD 88
 OQ1162.geopotential number by the normal gravity value computed on the
 OQ1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1162.degrees latitude (g = 980.6199 gals.).
 OQ1162
 OQ1162.The modeled gravity was interpolated from observed gravity values.
 OQ1162
 OQ1162. The following values were computed from the NAD 83(2011) position.
 OQ1162
 OQ1162;                    North         East     Units Scale Factor Converg.
 OQ1162;SPC SD S     -   151,354.498   809,969.728   MT  0.99990722   +1 47 46.9
 OQ1162;SPC SD S     -   496,568.88  2,657,375.68   sFT  0.99990722   +1 47 46.9
 OQ1162;UTM  14      - 4,835,576.700   602,443.589   MT  0.99972908   +0 52 38.7
 OQ1162
 OQ1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1162!SPC SD S     -   0.99993899  x   0.99990722  =   0.99984622
 OQ1162!UTM  14      -   0.99993899  x   0.99972908  =   0.99966809
 OQ1162
 OQ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0244335576(NAD 83)
 OQ1162
 OQ1162                          SUPERSEDED SURVEY CONTROL
 OQ1162
 OQ1162  NAD 83(2007)-  43 39 58.08704(N)    097 43 45.64149(W) AD(2002.00) 0
 OQ1162  ELLIP H (02/10/07)  389.114  (m)                       GP(2002.00)    
 OQ1162  ELLIP H (04/15/04)  389.105  (m)                       GP(       ) 2 1
 OQ1162  NAD 83(1996)-  43 39 58.08678(N)    097 43 45.64115(W) AD(       ) B
 OQ1162  ELLIP H (04/18/97)  389.140  (m)                       GP(       ) 4 1
 OQ1162  NAVD 88             415.16   (m)         1362.1    (f) LEVELING    3  
 OQ1162
 OQ1162.Superseded values are not recommended for survey control.
 OQ1162
 OQ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1162.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1162
 OQ1162_MARKER: Z = SEE DESCRIPTION
 OQ1162_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1162_STAMPING: I90 346.9
 OQ1162_MARK LOGO: NGS
 OQ1162_PROJECTION: FLUSH
 OQ1162_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1162+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1162_ROD/PIPE-DEPTH: 6.4 meters
 OQ1162_SLEEVE-DEPTH  : 1.8 meters
 OQ1162
 OQ1162  HISTORY     - Date     Condition        Report By
 OQ1162  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1162  HISTORY     - 19910621 GOOD             NGS
 OQ1162  HISTORY     - 19960725 GOOD             NGS
 OQ1162  HISTORY     - 20120206 GOOD             INDIV
 OQ1162
 OQ1162                          STATION DESCRIPTION
 OQ1162
 OQ1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1162'4.6 KM (2.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1162'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1162'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1162'GALVANIZED STEEL PIPE, 200.0 M (656.2 FT) WEST OF THE NORTHWEST
 OQ1162'CORNER OF BRIDGE NUMBER 31-120-126, 31.5 M (103.3 FT) NORTH OF THE
 OQ1162'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 11.5 M (37.7 FT)
 OQ1162'EAST OF A BRACED FENCE POST, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OQ1162'HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 OQ1162'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1162'THROUGH A 4-INCH PVC CAP.
 OQ1162
 OQ1162                          STATION RECOVERY (1996)
 OQ1162
 OQ1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1162'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF ALEXANDRIA, ON
 OQ1162'INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 OQ1162'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE
 OQ1162'HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, GO EAST ON THE INTERSTATE
 OQ1162'HIGHWAY FOR 2.9 MILES (4.7 KM) TO THE STATION ON THE LEFT.  THE
 OQ1162'STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO
 OQ1162'A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 OQ1162'LOCATED 206.1 M (676.2 FT) WEST OF THE NORTHWEST CORNER OF A COUNTY
 OQ1162'ROAD OVERPASS (NUMBER 31-120-126) OF THE HIGHWAY, 138.8 M (455.4 FT)
 OQ1162'NORTHWEST OF MILEPOST 347, 31.4 M (103.0 FT) NORTH OF THE WESTBOUND
 OQ1162'HIGHWAY CENTERLINE, 11.5 M (37.7 FT) EAST OF A BRACED FENCE POST, 2.0
 OQ1162'M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 OQ1162'METAL GUARD POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE,
 OQ1162'AND 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 OQ1162'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 OQ1162
 OQ1162                          STATION RECOVERY (2012)
 OQ1162
 OQ1162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1158 ***********************************************************************
 OQ1158  DESIGNATION -  I90 350.1
 OQ1158  PID         -  OQ1158
 OQ1158  STATE/COUNTY-  SD/HANSON
 OQ1158  COUNTRY     -  US
 OQ1158  USGS QUAD   -  FARMER (2017)
 OQ1158
 OQ1158                         *CURRENT SURVEY CONTROL
 OQ1158  ______________________________________________________________________
 OQ1158* NAD 83(1986) POSITION- 43 40 02.     (N) 097 39 58.     (W)   SCALED
 OQ1158* NAVD 88 ORTHO HEIGHT -   419.677 (meters)     1376.89  (feet) ADJUSTED
 OQ1158  ______________________________________________________________________
 OQ1158  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 OQ1158  DYNAMIC HEIGHT  -        419.575 (meters)     1376.56  (feet) COMP
 OQ1158  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 OQ1158
 OQ1158  VERT ORDER      -  FIRST     CLASS II
 OQ1158
 OQ1158.The horizontal coordinates were scaled from a map and have
 OQ1158.an estimated accuracy of +/- 6 seconds.
 OQ1158
 OQ1158.The orthometric height was determined by differential leveling and
 OQ1158.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1158.in September 1993.
 OQ1158
 OQ1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1158.GEOID18 height accuracy estimate available here.
 OQ1158
 OQ1158.Click photographs - Photos may exist for this station.
 OQ1158
 OQ1158.The dynamic height is computed by dividing the NAVD 88
 OQ1158.geopotential number by the normal gravity value computed on the
 OQ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1158.degrees latitude (g = 980.6199 gals.).
 OQ1158
 OQ1158.The modeled gravity was interpolated from observed gravity values.
 OQ1158
 OQ1158;                    North         East    Units  Estimated Accuracy
 OQ1158;SPC SD S     -   151,640.      815,060.      MT  (+/- 180 meters Scaled)
 OQ1158
 OQ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP075357(NAD 83)
 OQ1158
 OQ1158                          SUPERSEDED SURVEY CONTROL
 OQ1158
 OQ1158.No superseded survey control is available for this station.
 OQ1158
 OQ1158_MARKER: Z = SEE DESCRIPTION
 OQ1158_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1158_STAMPING: I90 350.1
 OQ1158_MARK LOGO: NGS
 OQ1158_PROJECTION: PROJECTING 1 CENTIMETERS
 OQ1158_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1158+STABILITY: POSITION/ELEVATION WELL
 OQ1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1158+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1158_ROD/PIPE-DEPTH: 6.1 meters
 OQ1158_SLEEVE-DEPTH  : 2.0 meters
 OQ1158
 OQ1158  HISTORY     - Date     Condition        Report By
 OQ1158  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1158  HISTORY     - 19910621 GOOD             NGS
 OQ1158  HISTORY     - 20120206 GOOD             INDIV
 OQ1158
 OQ1158                          STATION DESCRIPTION
 OQ1158
 OQ1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1158'9.7 KM (6.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1158'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1158'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1158'GALVANIZED STEEL PIPE, 160.0 M (524.9 FT) NORTH OF THE CENTERLINE OF
 OQ1158'THE WESTBOUND LANES OF THE HIGHWAY, 60.6 M (198.8 FT) EAST OF THE
 OQ1158'CENTERLINE OF STATE HIGHWAY 25 (EXIT 350), 25.0 M (82.0 FT) NORTHEAST
 OQ1158'OF THE CENTER OF THE WESTBOUND OFF RAMP, 1.4 M (4.6 FT) BELOW THE
 OQ1158'LEVEL OF THE RAMP, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND
 OQ1158'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ1158'AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1158
 OQ1158                          STATION RECOVERY (2012)
 OQ1158
 OQ1158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1157 ***********************************************************************
 OQ1157  DESIGNATION -  I90 350.9
 OQ1157  PID         -  OQ1157
 OQ1157  STATE/COUNTY-  SD/HANSON
 OQ1157  COUNTRY     -  US
 OQ1157  USGS QUAD   -  FARMER (2017)
 OQ1157
 OQ1157                         *CURRENT SURVEY CONTROL
 OQ1157  ______________________________________________________________________
 OQ1157* NAD 83(1986) POSITION- 43 39 57.     (N) 097 38 54.     (W)   SCALED
 OQ1157* NAVD 88 ORTHO HEIGHT -   421.377 (meters)     1382.47  (feet) ADJUSTED
 OQ1157  ______________________________________________________________________
 OQ1157  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 OQ1157  DYNAMIC HEIGHT  -        421.276 (meters)     1382.14  (feet) COMP
 OQ1157  MODELED GRAVITY -    980,365.4   (mgal)                       NAVD 88
 OQ1157
 OQ1157  VERT ORDER      -  FIRST     CLASS II
 OQ1157
 OQ1157.The horizontal coordinates were scaled from a map and have
 OQ1157.an estimated accuracy of +/- 6 seconds.
 OQ1157
 OQ1157.The orthometric height was determined by differential leveling and
 OQ1157.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1157.in September 1993.
 OQ1157
 OQ1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1157.GEOID18 height accuracy estimate available here.
 OQ1157
 OQ1157.Click photographs - Photos may exist for this station.
 OQ1157
 OQ1157.The dynamic height is computed by dividing the NAVD 88
 OQ1157.geopotential number by the normal gravity value computed on the
 OQ1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1157.degrees latitude (g = 980.6199 gals.).
 OQ1157
 OQ1157.The modeled gravity was interpolated from observed gravity values.
 OQ1157
 OQ1157;                    North         East    Units  Estimated Accuracy
 OQ1157;SPC SD S     -   151,530.      816,500.      MT  (+/- 180 meters Scaled)
 OQ1157
 OQ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP089356(NAD 83)
 OQ1157
 OQ1157                          SUPERSEDED SURVEY CONTROL
 OQ1157
 OQ1157.No superseded survey control is available for this station.
 OQ1157
 OQ1157_MARKER: Z = SEE DESCRIPTION
 OQ1157_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1157_STAMPING: I90 350.9
 OQ1157_MARK LOGO: NGS
 OQ1157_PROJECTION: PROJECTING 1 CENTIMETERS
 OQ1157_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1157+STABILITY: POSITION/ELEVATION WELL
 OQ1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1157+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1157_ROD/PIPE-DEPTH: 6.1 meters
 OQ1157_SLEEVE-DEPTH  : 2.0 meters
 OQ1157
 OQ1157  HISTORY     - Date     Condition        Report By
 OQ1157  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1157  HISTORY     - 19910621 GOOD             NGS
 OQ1157  HISTORY     - 20120206 GOOD             INDIV
 OQ1157
 OQ1157                          STATION DESCRIPTION
 OQ1157
 OQ1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1157'11.1 KM (6.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1157'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1157'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1157'GALVANIZED STEEL PIPE, 196.0 M (643.0 FT) WEST OF THE NORTHWEST
 OQ1157'CORNER OF BRIDGE NUMBER 31-160-125, 59.0 M (193.6 FT) EAST OF A
 OQ1157'T-FENCE CORNER, 30.0 M (98.4 FT) NORTH OF THE CENTERLINE OF THE
 OQ1157'WESTBOUND LANES OF THE HIGHWAY, 20.5 M (67.3 FT) NORTH-NORTHWEST OF
 OQ1157'THE NORTH END OF A CULVERT, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 OQ1157'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OQ1157'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1157'THROUGH A 4-INCH PVC CAP.
 OQ1157
 OQ1157                          STATION RECOVERY (2012)
 OQ1157
 OQ1157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1156 ***********************************************************************
 OQ1156  DESIGNATION -  I90 352.0
 OQ1156  PID         -  OQ1156
 OQ1156  STATE/COUNTY-  SD/HANSON
 OQ1156  COUNTRY     -  US
 OQ1156  USGS QUAD   -  FARMER (2017)
 OQ1156
 OQ1156                         *CURRENT SURVEY CONTROL
 OQ1156  ______________________________________________________________________
 OQ1156* NAD 83(1986) POSITION- 43 39 56.     (N) 097 37 36.     (W)   SCALED
 OQ1156* NAVD 88 ORTHO HEIGHT -   417.659 (meters)     1370.27  (feet) ADJUSTED
 OQ1156  ______________________________________________________________________
 OQ1156  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 OQ1156  DYNAMIC HEIGHT  -        417.558 (meters)     1369.94  (feet) COMP
 OQ1156  MODELED GRAVITY -    980,365.9   (mgal)                       NAVD 88
 OQ1156
 OQ1156  VERT ORDER      -  FIRST     CLASS II
 OQ1156
 OQ1156.The horizontal coordinates were scaled from a map and have
 OQ1156.an estimated accuracy of +/- 6 seconds.
 OQ1156
 OQ1156.The orthometric height was determined by differential leveling and
 OQ1156.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1156.in September 1993.
 OQ1156
 OQ1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1156.GEOID18 height accuracy estimate available here.
 OQ1156
 OQ1156.Click photographs - Photos may exist for this station.
 OQ1156
 OQ1156.The dynamic height is computed by dividing the NAVD 88
 OQ1156.geopotential number by the normal gravity value computed on the
 OQ1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1156.degrees latitude (g = 980.6199 gals.).
 OQ1156
 OQ1156.The modeled gravity was interpolated from observed gravity values.
 OQ1156
 OQ1156;                    North         East    Units  Estimated Accuracy
 OQ1156;SPC SD S     -   151,560.      818,250.      MT  (+/- 180 meters Scaled)
 OQ1156
 OQ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP107356(NAD 83)
 OQ1156
 OQ1156                          SUPERSEDED SURVEY CONTROL
 OQ1156
 OQ1156.No superseded survey control is available for this station.
 OQ1156
 OQ1156_MARKER: Z = SEE DESCRIPTION
 OQ1156_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1156_STAMPING: I90 352.0
 OQ1156_MARK LOGO: NGS
 OQ1156_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1156_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1156+STABILITY: POSITION/ELEVATION WELL
 OQ1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1156+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1156_ROD/PIPE-DEPTH: 6.1 meters
 OQ1156_SLEEVE-DEPTH  : 2.0 meters
 OQ1156
 OQ1156  HISTORY     - Date     Condition        Report By
 OQ1156  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1156  HISTORY     - 19910621 GOOD             NGS
 OQ1156  HISTORY     - 20120206 GOOD             INDIV
 OQ1156
 OQ1156                          STATION DESCRIPTION
 OQ1156
 OQ1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1156'12.8 KM (8.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1156'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1156'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1156'GALVANIZED STEEL PIPE, 265.0 M (869.4 FT) WEST OF THE NORTHWEST
 OQ1156'CORNER OF BRIDGE NUMBER 31-170-125 SPANNING WOLF CREEK, 35.8 M (117.5
 OQ1156'FT) NORTHWEST OF MILEPOST 352, 31.2 M (102.4 FT) NORTH OF THE
 OQ1156'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 18.0 M (59.1 FT)
 OQ1156'WEST OF A SIGN (WALL DRUG), 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 OQ1156'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OQ1156'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1156'THROUGH A 4-INCH PVC CAP.
 OQ1156
 OQ1156                          STATION RECOVERY (2012)
 OQ1156
 OQ1156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1154 ***********************************************************************
 OQ1154  DESIGNATION -  I90 353.9
 OQ1154  PID         -  OQ1154
 OQ1154  STATE/COUNTY-  SD/MCCOOK
 OQ1154  COUNTRY     -  US
 OQ1154  USGS QUAD   -  SPENCER (2017)
 OQ1154
 OQ1154                         *CURRENT SURVEY CONTROL
 OQ1154  ______________________________________________________________________
 OQ1154* NAD 83(1986) POSITION- 43 39 51.     (N) 097 35 21.     (W)   SCALED
 OQ1154* NAVD 88 ORTHO HEIGHT -   429.448 (meters)     1408.95  (feet) ADJUSTED
 OQ1154  ______________________________________________________________________
 OQ1154  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 OQ1154  DYNAMIC HEIGHT  -        429.345 (meters)     1408.61  (feet) COMP
 OQ1154  MODELED GRAVITY -    980,366.1   (mgal)                       NAVD 88
 OQ1154
 OQ1154  VERT ORDER      -  FIRST     CLASS II
 OQ1154
 OQ1154.The horizontal coordinates were scaled from a map and have
 OQ1154.an estimated accuracy of +/- 6 seconds.
 OQ1154
 OQ1154.The orthometric height was determined by differential leveling and
 OQ1154.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1154.in September 1993.
 OQ1154
 OQ1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1154.GEOID18 height accuracy estimate available here.
 OQ1154
 OQ1154.Click photographs - Photos may exist for this station.
 OQ1154
 OQ1154.The dynamic height is computed by dividing the NAVD 88
 OQ1154.geopotential number by the normal gravity value computed on the
 OQ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1154.degrees latitude (g = 980.6199 gals.).
 OQ1154
 OQ1154.The modeled gravity was interpolated from observed gravity values.
 OQ1154
 OQ1154;                    North         East    Units  Estimated Accuracy
 OQ1154;SPC SD S     -   151,500.      821,280.      MT  (+/- 180 meters Scaled)
 OQ1154
 OQ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP137355(NAD 83)
 OQ1154
 OQ1154                          SUPERSEDED SURVEY CONTROL
 OQ1154
 OQ1154.No superseded survey control is available for this station.
 OQ1154
 OQ1154_MARKER: Z = SEE DESCRIPTION
 OQ1154_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1154_STAMPING: I90 353.9
 OQ1154_MARK LOGO: NGS
 OQ1154_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1154_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1154+STABILITY: POSITION/ELEVATION WELL
 OQ1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1154+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1154_ROD/PIPE-DEPTH: 6.1 meters
 OQ1154_SLEEVE-DEPTH  : 2.0 meters
 OQ1154
 OQ1154  HISTORY     - Date     Condition        Report By
 OQ1154  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1154  HISTORY     - 19910621 GOOD             NGS
 OQ1154  HISTORY     - 20120209 GOOD             INDIV
 OQ1154
 OQ1154                          STATION DESCRIPTION
 OQ1154
 OQ1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1154'15.9 KM (9.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1154'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1154'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1154'GALVANIZED STEEL PIPE, 125.0 M (410.1 FT) WEST OF THE SOUTHWEST
 OQ1154'CORNER OF AN OVERPASS (EXIT 353), 120.0 M (393.7 FT) SOUTH OF THE
 OQ1154'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 30.9 M (101.4 FT)
 OQ1154'SOUTHEAST OF A BRACED FENCE POST, 29.2 M (95.8 FT) SOUTHWEST OF THE
 OQ1154'CENTER OF THE EASTBOUND OFF RAMP, 2.5 M (8.2 FT) BELOW THE LEVEL OF
 OQ1154'THE RAMP, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 OQ1154'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1154'THROUGH A 4-INCH PVC CAP.
 OQ1154
 OQ1154                          STATION RECOVERY (2012)
 OQ1154
 OQ1154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1151 ***********************************************************************
 OQ1151  DESIGNATION -  I90 357.8
 OQ1151  PID         -  OQ1151
 OQ1151  STATE/COUNTY-  SD/MCCOOK
 OQ1151  COUNTRY     -  US
 OQ1151  USGS QUAD   -  SPENCER (2017)
 OQ1151
 OQ1151                         *CURRENT SURVEY CONTROL
 OQ1151  ______________________________________________________________________
 OQ1151* NAD 83(1986) POSITION- 43 39 53.     (N) 097 30 47.     (W)   SCALED
 OQ1151* NAVD 88 ORTHO HEIGHT -   440.441 (meters)     1445.01  (feet) ADJUSTED
 OQ1151  ______________________________________________________________________
 OQ1151  GEOID HEIGHT    -        -25.955 (meters)                     GEOID18
 OQ1151  DYNAMIC HEIGHT  -        440.334 (meters)     1444.66  (feet) COMP
 OQ1151  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 OQ1151
 OQ1151  VERT ORDER      -  FIRST     CLASS II
 OQ1151
 OQ1151.The horizontal coordinates were scaled from a map and have
 OQ1151.an estimated accuracy of +/- 6 seconds.
 OQ1151
 OQ1151.The orthometric height was determined by differential leveling and
 OQ1151.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1151.in September 1993.
 OQ1151
 OQ1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1151.GEOID18 height accuracy estimate available here.
 OQ1151
 OQ1151.Click photographs - Photos may exist for this station.
 OQ1151
 OQ1151.The dynamic height is computed by dividing the NAVD 88
 OQ1151.geopotential number by the normal gravity value computed on the
 OQ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1151.degrees latitude (g = 980.6199 gals.).
 OQ1151
 OQ1151.The modeled gravity was interpolated from observed gravity values.
 OQ1151
 OQ1151;                    North         East    Units  Estimated Accuracy
 OQ1151;SPC SD S     -   151,770.      827,410.      MT  (+/- 180 meters Scaled)
 OQ1151
 OQ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP198357(NAD 83)
 OQ1151
 OQ1151                          SUPERSEDED SURVEY CONTROL
 OQ1151
 OQ1151.No superseded survey control is available for this station.
 OQ1151
 OQ1151_MARKER: Z = SEE DESCRIPTION
 OQ1151_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1151_STAMPING: I90 357.8
 OQ1151_MARK LOGO: NGS
 OQ1151_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1151_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1151+STABILITY: POSITION/ELEVATION WELL
 OQ1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1151+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1151_ROD/PIPE-DEPTH: 6.0 meters
 OQ1151_SLEEVE-DEPTH  : 2.0 meters
 OQ1151
 OQ1151  HISTORY     - Date     Condition        Report By
 OQ1151  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1151  HISTORY     - 19910621 GOOD             NGS
 OQ1151  HISTORY     - 20120222 GOOD             INDIV
 OQ1151
 OQ1151                          STATION DESCRIPTION
 OQ1151
 OQ1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1151'22.0 KM (13.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1151'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, A STAINLESS
 OQ1151'STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH
 OQ1151'GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) WEST OF MILEPOST 358, 69.0 M
 OQ1151'(226.4 FT) NORTHEAST OF A FENCE CORNER, 60.7 M (199.1 FT) SOUTHWEST
 OQ1151'OF A BRACED FENCE POST, 52.2 M (171.3 FT) NORTH OF THE CENTERLINE OF
 OQ1151'THE WESTBOUND LANES OF THE HIGHWAY, 31.1 M (102.0 FT) NORTH OF THE
 OQ1151'CENTER OF THE WESTBOUND ON RAMP, 0.4 BELOW THE LEVEL OF THE RAMP, AND
 OQ1151'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OQ1151'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OQ1151'4-INCH PVC CAP.
 OQ1151
 OQ1151                          STATION RECOVERY (2012)
 OQ1151
 OQ1151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1147 ***********************************************************************
 OQ1147  CBN         -  This is a Cooperative Base Network Control Station.
 OQ1147  DESIGNATION -  I90 360.9
 OQ1147  PID         -  OQ1147
 OQ1147  STATE/COUNTY-  SD/MCCOOK
 OQ1147  COUNTRY     -  US
 OQ1147  USGS QUAD   -  SALEM (2017)
 OQ1147
 OQ1147                         *CURRENT SURVEY CONTROL
 OQ1147  ______________________________________________________________________
 OQ1147* NAD 83(2011) POSITION- 43 39 59.83486(N) 097 27 01.78966(W)   ADJUSTED
 OQ1147* NAD 83(2011) ELLIP HT-   422.499 (meters)        (06/27/12)   ADJUSTED
 OQ1147* NAD 83(2011) EPOCH   -  2010.00
 OQ1147* NAVD 88 ORTHO HEIGHT -   448.459 (meters)     1471.32  (feet) ADJUSTED
 OQ1147  ______________________________________________________________________
 OQ1147  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 OQ1147  NAD 83(2011) X  -   -599,259.442 (meters)                     COMP
 OQ1147  NAD 83(2011) Y  - -4,582,417.895 (meters)                     COMP
 OQ1147  NAD 83(2011) Z  -  4,381,663.251 (meters)                     COMP
 OQ1147  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 OQ1147  DYNAMIC HEIGHT  -        448.349 (meters)     1470.96  (feet) COMP
 OQ1147  MODELED GRAVITY -    980,359.9   (mgal)                       NAVD 88
 OQ1147
 OQ1147  VERT ORDER      -  FIRST     CLASS II
 OQ1147
 OQ1147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1147  Standards:
 OQ1147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1147  -------------------------------------------------------------------
 OQ1147  NETWORK    0.52   1.18           0.24   0.18   0.60     -0.02683177
 OQ1147  -------------------------------------------------------------------
 OQ1147  Click here for local accuracies and other accuracy information.
 OQ1147
 OQ1147.The horizontal coordinates were established by GPS observations
 OQ1147.and adjusted by the National Geodetic Survey in June 2012.
 OQ1147
 OQ1147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1147.been affixed to the stable North American tectonic plate. See 
 OQ1147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1147
 OQ1147.The horizontal coordinates are valid at the epoch date displayed above
 OQ1147.which is a decimal equivalence of Year/Month/Day.
 OQ1147
 OQ1147.The orthometric height was determined by differential leveling and
 OQ1147.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1147.in September 1993.
 OQ1147
 OQ1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1147.GEOID18 height accuracy estimate available here.
 OQ1147
 OQ1147.Click photographs - Photos may exist for this station.
 OQ1147
 OQ1147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1147
 OQ1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1147
 OQ1147.The ellipsoidal height was determined by GPS observations
 OQ1147.and is referenced to NAD 83.
 OQ1147
 OQ1147.The dynamic height is computed by dividing the NAVD 88
 OQ1147.geopotential number by the normal gravity value computed on the
 OQ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1147.degrees latitude (g = 980.6199 gals.).
 OQ1147
 OQ1147.The modeled gravity was interpolated from observed gravity values.
 OQ1147
 OQ1147. The following values were computed from the NAD 83(2011) position.
 OQ1147
 OQ1147;                    North         East     Units Scale Factor Converg.
 OQ1147;SPC SD S     -   152,151.081   832,443.819   MT  0.99990722   +1 59 19.4
 OQ1147;SPC SD S     -   499,182.34  2,731,109.43   sFT  0.99990722   +1 59 19.4
 OQ1147;UTM  14      - 4,836,012.719   624,924.243   MT  0.99979196   +1 04 12.0
 OQ1147
 OQ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1147!SPC SD S     -   0.99993375  x   0.99990722  =   0.99984098
 OQ1147!UTM  14      -   0.99993375  x   0.99979196  =   0.99972573
 OQ1147
 OQ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2492436012(NAD 83)
 OQ1147
 OQ1147                          SUPERSEDED SURVEY CONTROL
 OQ1147
 OQ1147  NAD 83(2007)-  43 39 59.83484(N)    097 27 01.79061(W) AD(2002.00) 0
 OQ1147  ELLIP H (02/10/07)  422.538  (m)                       GP(2002.00)    
 OQ1147  ELLIP H (06/23/03)  422.542  (m)                       GP(       ) 3 1
 OQ1147  NAD 83(1996)-  43 39 59.83460(N)    097 27 01.79042(W) AD(       ) B
 OQ1147  ELLIP H (04/18/97)  422.570  (m)                       GP(       ) 4 1
 OQ1147  NAVD 88             448.46   (m)         1471.3    (f) LEVELING    3  
 OQ1147
 OQ1147.Superseded values are not recommended for survey control.
 OQ1147
 OQ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1147.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1147
 OQ1147_MARKER: Z = SEE DESCRIPTION
 OQ1147_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1147_STAMPING: I90 360.9
 OQ1147_MARK LOGO: NGS
 OQ1147_PROJECTION: FLUSH
 OQ1147_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1147+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 OQ1147_ROD/PIPE-DEPTH: 6.40 meters
 OQ1147_SLEEVE-DEPTH  : 1.80 meters
 OQ1147
 OQ1147  HISTORY     - Date     Condition        Report By
 OQ1147  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1147  HISTORY     - 19910606 GOOD             NGS
 OQ1147  HISTORY     - 19960725 GOOD             NGS
 OQ1147  HISTORY     - 20020604 GOOD             SDDT
 OQ1147  HISTORY     - 20120209 GOOD             INDIV
 OQ1147  HISTORY     - 20130613 GOOD             SDDENR
 OQ1147
 OQ1147                          STATION DESCRIPTION
 OQ1147
 OQ1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1147'30.4 KM (18.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1147'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1147'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1147'1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) WEST OF OVERPASS
 OQ1147'NUMBER 44-080-125, 29.5 M (96.8 FT) NORTH OF THE CENTERLINE OF THE
 OQ1147'WESTBOUND LANES OF THE HIGHWAY, 22.9 M (75.1 FT) EAST OF THE MOST
 OQ1147'EASTERLY OF 3 BRACED FENCE POSTS, 4.9 M (16.1 FT) WEST OF THE MOST
 OQ1147'WESTERLY OF 3 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OQ1147'THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OQ1147'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1147'THROUGH A 4-INCH PVC CAP.
 OQ1147
 OQ1147                          STATION RECOVERY (1996)
 OQ1147
 OQ1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1147'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST OF ALEXANDRIA AND
 OQ1147'0.1 MI (0.2 KM) WEST OF MILEPOST 361 ON INTERSTATE HIGHWAY 90.
 OQ1147'OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE
 OQ1147'JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 81 (EXIT 364), GO
 OQ1147'WEST ON INTERSTATE HIGHWAY 90 FOR 3.1 MI (5.0 KM) TO THE STATION ON
 OQ1147'THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A STAINLESS STEEL
 OQ1147'RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED
 OQ1147'STEEL PIPE.  LOCATED 29.5 M (96.8 FT) NORTH OF THE CENTERLINE OF THE
 OQ1147'WESTBOUND HIGHWAY, 22.9 M (75.1 FT) EAST OF THE MOST EASTERLY OF 3
 OQ1147'BRACED FENCE POSTS, 4.9 M (16.1 FT) WEST OF THE MOST WESTERLY OF 3
 OQ1147'BRACED FENCE POSTS, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ1147'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1147'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 OQ1147
 OQ1147                          STATION RECOVERY (2002)
 OQ1147
 OQ1147'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OQ1147'RECOVERED AS DESCRIBED
 OQ1147
 OQ1147                          STATION RECOVERY (2012)
 OQ1147
 OQ1147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1147'RECOVERED IN GOOD CONDITION.
 OQ1147
 OQ1147                          STATION RECOVERY (2013)
 OQ1147
 OQ1147'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 OQ1147'ON THE NORTH SIDE (WESTBOUND LANES) OF I-90, ABOUT 3.1 MI WEST OF THE
 OQ1147'U.S. 81/I-90 INTERCHANGE AND ABOUT 550 FT WEST OF THE FIRST OVERPASS
 OQ1147'AFTER THE REST AREA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1145 ***********************************************************************
 OQ1145  DESIGNATION -  I90 363.2
 OQ1145  PID         -  OQ1145
 OQ1145  STATE/COUNTY-  SD/MCCOOK
 OQ1145  COUNTRY     -  US
 OQ1145  USGS QUAD   -  SALEM (2017)
 OQ1145
 OQ1145                         *CURRENT SURVEY CONTROL
 OQ1145  ______________________________________________________________________
 OQ1145* NAD 83(1986) POSITION- 43 39 58.     (N) 097 24 13.     (W)   SCALED
 OQ1145* NAVD 88 ORTHO HEIGHT -   443.981 (meters)     1456.63  (feet) ADJUSTED
 OQ1145  ______________________________________________________________________
 OQ1145  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 OQ1145  DYNAMIC HEIGHT  -        443.870 (meters)     1456.26  (feet) COMP
 OQ1145  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 OQ1145
 OQ1145  VERT ORDER      -  FIRST     CLASS II
 OQ1145
 OQ1145.The horizontal coordinates were scaled from a map and have
 OQ1145.an estimated accuracy of +/- 6 seconds.
 OQ1145
 OQ1145.The orthometric height was determined by differential leveling and
 OQ1145.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1145.in September 1993.
 OQ1145
 OQ1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1145.GEOID18 height accuracy estimate available here.
 OQ1145
 OQ1145.Click photographs - Photos may exist for this station.
 OQ1145
 OQ1145.The dynamic height is computed by dividing the NAVD 88
 OQ1145.geopotential number by the normal gravity value computed on the
 OQ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1145.degrees latitude (g = 980.6199 gals.).
 OQ1145
 OQ1145.The modeled gravity was interpolated from observed gravity values.
 OQ1145
 OQ1145;                    North         East    Units  Estimated Accuracy
 OQ1145;SPC SD S     -   152,230.      836,230.      MT  (+/- 180 meters Scaled)
 OQ1145
 OQ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP287360(NAD 83)
 OQ1145
 OQ1145                          SUPERSEDED SURVEY CONTROL
 OQ1145
 OQ1145.No superseded survey control is available for this station.
 OQ1145
 OQ1145_MARKER: Z = SEE DESCRIPTION
 OQ1145_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1145_STAMPING: I90 363.2
 OQ1145_MARK LOGO: NGS
 OQ1145_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1145_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1145+STABILITY: POSITION/ELEVATION WELL
 OQ1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1145+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1145_ROD/PIPE-DEPTH: 6.4 meters
 OQ1145_SLEEVE-DEPTH  : 2.0 meters
 OQ1145
 OQ1145  HISTORY     - Date     Condition        Report By
 OQ1145  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1145  HISTORY     - 19910606 GOOD             NGS
 OQ1145  HISTORY     - 20120209 GOOD             INDIV
 OQ1145
 OQ1145                          STATION DESCRIPTION
 OQ1145
 OQ1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1145'26.6 KM (16.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1145'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1145'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1145'1/2-INCH GALVANIZED STEEL PIPE, 0.3 KM (0.2 MI) WEST OF THE WEST END
 OQ1145'OF BRIDGE NUMBER 44-110-125 (EXIT 364), 31.5 M (103.3 FT) SOUTH OF
 OQ1145'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.6 M (44.6
 OQ1145'FT) WEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OQ1145'HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1145'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1145'THROUGH A 4-INCH PVC CAP.
 OQ1145
 OQ1145                          STATION RECOVERY (2012)
 OQ1145
 OQ1145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1144 ***********************************************************************
 OQ1144  DESIGNATION -  I90 364.3
 OQ1144  PID         -  OQ1144
 OQ1144  STATE/COUNTY-  SD/MCCOOK
 OQ1144  COUNTRY     -  US
 OQ1144  USGS QUAD   -  SALEM (2017)
 OQ1144
 OQ1144                         *CURRENT SURVEY CONTROL
 OQ1144  ______________________________________________________________________
 OQ1144* NAD 83(1986) POSITION- 43 40 00.     (N) 097 23 00.     (W)   SCALED
 OQ1144* NAVD 88 ORTHO HEIGHT -   455.483 (meters)     1494.36  (feet) ADJUSTED
 OQ1144  ______________________________________________________________________
 OQ1144  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 OQ1144  DYNAMIC HEIGHT  -        455.369 (meters)     1493.99  (feet) COMP
 OQ1144  MODELED GRAVITY -    980,355.2   (mgal)                       NAVD 88
 OQ1144
 OQ1144  VERT ORDER      -  FIRST     CLASS II
 OQ1144
 OQ1144.The horizontal coordinates were scaled from a map and have
 OQ1144.an estimated accuracy of +/- 6 seconds.
 OQ1144
 OQ1144.The orthometric height was determined by differential leveling and
 OQ1144.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1144.in September 1993.
 OQ1144
 OQ1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1144.GEOID18 height accuracy estimate available here.
 OQ1144
 OQ1144.Click photographs - Photos may exist for this station.
 OQ1144
 OQ1144.The dynamic height is computed by dividing the NAVD 88
 OQ1144.geopotential number by the normal gravity value computed on the
 OQ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1144.degrees latitude (g = 980.6199 gals.).
 OQ1144
 OQ1144.The modeled gravity was interpolated from observed gravity values.
 OQ1144
 OQ1144;                    North         East    Units  Estimated Accuracy
 OQ1144;SPC SD S     -   152,350.      837,860.      MT  (+/- 180 meters Scaled)
 OQ1144
 OQ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP303361(NAD 83)
 OQ1144
 OQ1144                          SUPERSEDED SURVEY CONTROL
 OQ1144
 OQ1144.No superseded survey control is available for this station.
 OQ1144
 OQ1144_MARKER: Z = SEE DESCRIPTION
 OQ1144_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1144_STAMPING: I90 364.3
 OQ1144_MARK LOGO: NGS
 OQ1144_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1144_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1144+STABILITY: POSITION/ELEVATION WELL
 OQ1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1144+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1991
 OQ1144_ROD/PIPE-DEPTH: 6.4 meters
 OQ1144_SLEEVE-DEPTH  : 2.0 meters
 OQ1144
 OQ1144  HISTORY     - Date     Condition        Report By
 OQ1144  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1144  HISTORY     - 19910606 GOOD             NGS
 OQ1144  HISTORY     - 20120222 MARK NOT FOUND   INDIV
 OQ1144
 OQ1144                          STATION DESCRIPTION
 OQ1144
 OQ1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1144'24.9 KM (15.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1144'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1144'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1144'1/2-INCH GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) EAST OF OVERPASS
 OQ1144'NUMBER 44-110-125, 38.8 M (127.3 FT) NORTH OF THE CENTERLINE OF THE
 OQ1144'WESTBOUND LANES OF THE HIGHWAY, 25.6 M (84.0 FT) NORTH OF THE CENTER
 OQ1144'OF THE WESTBOUND OFF RAMP, 22.1 M (72.5 FT) EAST OF A FENCE CORNER,
 OQ1144'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OQ1144'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OQ1144'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1144
 OQ1144                          STATION RECOVERY (2012)
 OQ1144
 OQ1144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1142 ***********************************************************************
 OQ1142  DESIGNATION -  I90 366.0
 OQ1142  PID         -  OQ1142
 OQ1142  STATE/COUNTY-  SD/MCCOOK
 OQ1142  COUNTRY     -  US
 OQ1142  USGS QUAD   -  SALEM NE (2017)
 OQ1142
 OQ1142                         *CURRENT SURVEY CONTROL
 OQ1142  ______________________________________________________________________
 OQ1142* NAD 83(1986) POSITION- 43 40 00.     (N) 097 20 58.     (W)   SCALED
 OQ1142* NAVD 88 ORTHO HEIGHT -   463.490 (meters)     1520.63  (feet) ADJUSTED
 OQ1142  ______________________________________________________________________
 OQ1142  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 OQ1142  DYNAMIC HEIGHT  -        463.373 (meters)     1520.25  (feet) COMP
 OQ1142  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 OQ1142
 OQ1142  VERT ORDER      -  FIRST     CLASS II
 OQ1142
 OQ1142.The horizontal coordinates were scaled from a map and have
 OQ1142.an estimated accuracy of +/- 6 seconds.
 OQ1142
 OQ1142.The orthometric height was determined by differential leveling and
 OQ1142.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1142.in September 1993.
 OQ1142
 OQ1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1142.GEOID18 height accuracy estimate available here.
 OQ1142
 OQ1142.Click photographs - Photos may exist for this station.
 OQ1142
 OQ1142.The dynamic height is computed by dividing the NAVD 88
 OQ1142.geopotential number by the normal gravity value computed on the
 OQ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1142.degrees latitude (g = 980.6199 gals.).
 OQ1142
 OQ1142.The modeled gravity was interpolated from observed gravity values.
 OQ1142
 OQ1142;                    North         East    Units  Estimated Accuracy
 OQ1142;SPC SD S     -   152,440.      840,590.      MT  (+/- 180 meters Scaled)
 OQ1142
 OQ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP330361(NAD 83)
 OQ1142
 OQ1142                          SUPERSEDED SURVEY CONTROL
 OQ1142
 OQ1142.No superseded survey control is available for this station.
 OQ1142
 OQ1142_MARKER: Z = SEE DESCRIPTION
 OQ1142_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1142_STAMPING: I90 366.0
 OQ1142_MARK LOGO: NGS
 OQ1142_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1142_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1142+STABILITY: POSITION/ELEVATION WELL
 OQ1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1142+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1142_ROD/PIPE-DEPTH: 6.4 meters
 OQ1142_SLEEVE-DEPTH  : 2.0 meters
 OQ1142
 OQ1142  HISTORY     - Date     Condition        Report By
 OQ1142  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1142  HISTORY     - 19910606 GOOD             NGS
 OQ1142  HISTORY     - 20120222 GOOD             INDIV
 OQ1142
 OQ1142                          STATION DESCRIPTION
 OQ1142
 OQ1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1142'22.2 KM (13.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1142'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1142'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1142'1/2-INCH GALVANIZED STEEL PIPE, 0.1 KM (0.1 MI) WEST OF THE WEST END
 OQ1142'OF BRIDGE NUMBER 44-130-125, 69.0 M (226.4 FT) WEST-NORTHWEST OF
 OQ1142'MILEPOST 366, 62.2 M (204.1 FT) EAST OF A BRACED FENCE POST, 40.3 M
 OQ1142'(132.2 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 31.7 M (104.0
 OQ1142'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OQ1142'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OQ1142'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OQ1142'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1142
 OQ1142                          STATION RECOVERY (2012)
 OQ1142
 OQ1142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1140 ***********************************************************************
 OQ1140  DESIGNATION -  I90 368.2
 OQ1140  PID         -  OQ1140
 OQ1140  STATE/COUNTY-  SD/MCCOOK
 OQ1140  COUNTRY     -  US
 OQ1140  USGS QUAD   -  SALEM NE (2017)
 OQ1140
 OQ1140                         *CURRENT SURVEY CONTROL
 OQ1140  ______________________________________________________________________
 OQ1140* NAD 83(1986) POSITION- 43 40 04.     (N) 097 18 18.     (W)   SCALED
 OQ1140* NAVD 88 ORTHO HEIGHT -   473.162 (meters)     1552.37  (feet) ADJUSTED
 OQ1140  ______________________________________________________________________
 OQ1140  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 OQ1140  DYNAMIC HEIGHT  -        473.042 (meters)     1551.97  (feet) COMP
 OQ1140  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 OQ1140
 OQ1140  VERT ORDER      -  FIRST     CLASS II
 OQ1140
 OQ1140.The horizontal coordinates were scaled from a map and have
 OQ1140.an estimated accuracy of +/- 6 seconds.
 OQ1140
 OQ1140.The orthometric height was determined by differential leveling and
 OQ1140.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1140.in September 1993.
 OQ1140
 OQ1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1140.GEOID18 height accuracy estimate available here.
 OQ1140
 OQ1140.Click photographs - Photos may exist for this station.
 OQ1140
 OQ1140.The dynamic height is computed by dividing the NAVD 88
 OQ1140.geopotential number by the normal gravity value computed on the
 OQ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1140.degrees latitude (g = 980.6199 gals.).
 OQ1140
 OQ1140.The modeled gravity was interpolated from observed gravity values.
 OQ1140
 OQ1140;                    North         East    Units  Estimated Accuracy
 OQ1140;SPC SD S     -   152,700.      844,170.      MT  (+/- 180 meters Scaled)
 OQ1140
 OQ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP366363(NAD 83)
 OQ1140
 OQ1140                          SUPERSEDED SURVEY CONTROL
 OQ1140
 OQ1140.No superseded survey control is available for this station.
 OQ1140
 OQ1140_MARKER: Z = SEE DESCRIPTION
 OQ1140_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1140_STAMPING: I90 368.2
 OQ1140_MARK LOGO: NGS
 OQ1140_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1140_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1140+STABILITY: POSITION/ELEVATION WELL
 OQ1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1140+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1140_ROD/PIPE-DEPTH: 6.4 meters
 OQ1140_SLEEVE-DEPTH  : 2.0 meters
 OQ1140
 OQ1140  HISTORY     - Date     Condition        Report By
 OQ1140  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1140  HISTORY     - 19910606 GOOD             NGS
 OQ1140  HISTORY     - 20120222 GOOD             INDIV
 OQ1140
 OQ1140                          STATION DESCRIPTION
 OQ1140
 OQ1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1140'18.6 KM (11.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1140'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1140'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1140'1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) EAST-NORTHEAST OF THE
 OQ1140'NORTH END OF OVERPASS NUMBER 44-150-126 (EXIT 368), 106.0 M (347.8
 OQ1140'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OQ1140'96.0 M (315.0 FT) NORTHWEST OF THE MOST NORTHWESTERLY OF 3 BRACED
 OQ1140'FENCE POSTS, 39.5 M (129.6 FT) SOUTHEAST OF A BRACED FENCE POST, 25.7
 OQ1140'M (84.3 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND OFF RAMP, 1.0 M
 OQ1140'(3.3 FT) BELOW THE LEVEL OF THE RAMP, AND 0.4 M (1.3 FT) SOUTHWEST OF
 OQ1140'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OQ1140'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1140
 OQ1140                          STATION RECOVERY (2012)
 OQ1140
 OQ1140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1140'PVC CAP IS BROKEN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1138 ***********************************************************************
 OQ1138  DESIGNATION -  I90 369.9
 OQ1138  PID         -  OQ1138
 OQ1138  STATE/COUNTY-  SD/MCCOOK
 OQ1138  COUNTRY     -  US
 OQ1138  USGS QUAD   -  SALEM NE (2017)
 OQ1138
 OQ1138                         *CURRENT SURVEY CONTROL
 OQ1138  ______________________________________________________________________
 OQ1138* NAD 83(1986) POSITION- 43 40 00.     (N) 097 16 18.     (W)   SCALED
 OQ1138* NAVD 88 ORTHO HEIGHT -   486.998 (meters)     1597.76  (feet) ADJUSTED
 OQ1138  ______________________________________________________________________
 OQ1138  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 OQ1138  DYNAMIC HEIGHT  -        486.874 (meters)     1597.35  (feet) COMP
 OQ1138  MODELED GRAVITY -    980,348.8   (mgal)                       NAVD 88
 OQ1138
 OQ1138  VERT ORDER      -  FIRST     CLASS II
 OQ1138
 OQ1138.The horizontal coordinates were scaled from a map and have
 OQ1138.an estimated accuracy of +/- 6 seconds.
 OQ1138
 OQ1138.The orthometric height was determined by differential leveling and
 OQ1138.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1138.in September 1993.
 OQ1138
 OQ1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1138.GEOID18 height accuracy estimate available here.
 OQ1138
 OQ1138.Click photographs - Photos may exist for this station.
 OQ1138
 OQ1138.The dynamic height is computed by dividing the NAVD 88
 OQ1138.geopotential number by the normal gravity value computed on the
 OQ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1138.degrees latitude (g = 980.6199 gals.).
 OQ1138
 OQ1138.The modeled gravity was interpolated from observed gravity values.
 OQ1138
 OQ1138;                    North         East    Units  Estimated Accuracy
 OQ1138;SPC SD S     -   152,670.      846,860.      MT  (+/- 180 meters Scaled)
 OQ1138
 OQ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP393363(NAD 83)
 OQ1138
 OQ1138                          SUPERSEDED SURVEY CONTROL
 OQ1138
 OQ1138.No superseded survey control is available for this station.
 OQ1138
 OQ1138_MARKER: Z = SEE DESCRIPTION
 OQ1138_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1138_STAMPING: I90 369.9
 OQ1138_MARK LOGO: NGS
 OQ1138_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1138_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1138+STABILITY: POSITION/ELEVATION WELL
 OQ1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1138+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1991
 OQ1138_ROD/PIPE-DEPTH: 6.4 meters
 OQ1138_SLEEVE-DEPTH  : 2.0 meters
 OQ1138
 OQ1138  HISTORY     - Date     Condition        Report By
 OQ1138  HISTORY     - 1991     MONUMENTED       SDDT
 OQ1138  HISTORY     - 19910606 GOOD             NGS
 OQ1138
 OQ1138                          STATION DESCRIPTION
 OQ1138
 OQ1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1138'15.8 KM (9.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1138'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1138'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1138'1/2-INCH GALVANIZED STEEL PIPE, 0.3 KM (0.2 MI) WEST OF OVERPASS
 OQ1138'NUMBER 44-170-126, 98.9 M (324.5 FT) EAST OF A BRACED FENCE POST,
 OQ1138'94.1 M (308.7 FT) WEST OF A BRACED FENCE POST, 31.1 M (102.0 FT)
 OQ1138'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND
 OQ1138'0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS T0
 OQ1138'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OQ1138'4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1134 ***********************************************************************
 OQ1134  CBN         -  This is a Cooperative Base Network Control Station.
 OQ1134  DESIGNATION -  I90 373.9
 OQ1134  PID         -  OQ1134
 OQ1134  STATE/COUNTY-  SD/MCCOOK
 OQ1134  COUNTRY     -  US
 OQ1134  USGS QUAD   -  MONTROSE (2017)
 OQ1134
 OQ1134                         *CURRENT SURVEY CONTROL
 OQ1134  ______________________________________________________________________
 OQ1134* NAD 83(2011) POSITION- 43 40 03.00253(N) 097 11 28.20622(W)   ADJUSTED
 OQ1134* NAD 83(2011) ELLIP HT-   445.561 (meters)        (06/27/12)   ADJUSTED
 OQ1134* NAD 83(2011) EPOCH   -  2010.00
 OQ1134* NAVD 88 ORTHO HEIGHT -   471.635 (meters)     1547.36  (feet) ADJUSTED
 OQ1134  ______________________________________________________________________
 OQ1134  GEOID HEIGHT    -        -26.068 (meters)                     GEOID18
 OQ1134  NAD 83(2011) X  -   -578,506.346 (meters)                     COMP
 OQ1134  NAD 83(2011) Y  - -4,585,032.855 (meters)                     COMP
 OQ1134  NAD 83(2011) Z  -  4,381,749.898 (meters)                     COMP
 OQ1134  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 OQ1134  DYNAMIC HEIGHT  -        471.512 (meters)     1546.95  (feet) COMP
 OQ1134  MODELED GRAVITY -    980,345.1   (mgal)                       NAVD 88
 OQ1134
 OQ1134  VERT ORDER      -  FIRST     CLASS II
 OQ1134
 OQ1134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1134  Standards:
 OQ1134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1134  -------------------------------------------------------------------
 OQ1134  NETWORK    0.77   2.41           0.35   0.27   1.23     -0.08346474
 OQ1134  -------------------------------------------------------------------
 OQ1134  Click here for local accuracies and other accuracy information.
 OQ1134
 OQ1134.The horizontal coordinates were established by GPS observations
 OQ1134.and adjusted by the National Geodetic Survey in June 2012.
 OQ1134
 OQ1134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1134.been affixed to the stable North American tectonic plate. See 
 OQ1134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1134
 OQ1134.The horizontal coordinates are valid at the epoch date displayed above
 OQ1134.which is a decimal equivalence of Year/Month/Day.
 OQ1134
 OQ1134.The orthometric height was determined by differential leveling and
 OQ1134.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1134.in September 1993.
 OQ1134
 OQ1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1134.GEOID18 height accuracy estimate available here.
 OQ1134
 OQ1134.Click photographs - Photos may exist for this station.
 OQ1134
 OQ1134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1134
 OQ1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1134
 OQ1134.The ellipsoidal height was determined by GPS observations
 OQ1134.and is referenced to NAD 83.
 OQ1134
 OQ1134.The dynamic height is computed by dividing the NAVD 88
 OQ1134.geopotential number by the normal gravity value computed on the
 OQ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1134.degrees latitude (g = 980.6199 gals.).
 OQ1134
 OQ1134.The modeled gravity was interpolated from observed gravity values.
 OQ1134
 OQ1134. The following values were computed from the NAD 83(2011) position.
 OQ1134
 OQ1134;                    North         East     Units Scale Factor Converg.
 OQ1134;SPC SD S     -   153,007.169   853,340.299   MT  0.99990724   +2 10 03.5
 OQ1134;SPC SD S     -   501,991.02  2,799,667.30   sFT  0.99990724   +2 10 03.5
 OQ1134;UTM  14      - 4,836,533.647   645,830.060   MT  0.99986158   +1 14 57.0
 OQ1134
 OQ1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1134!SPC SD S     -   0.99993014  x   0.99990724  =   0.99983738
 OQ1134!UTM  14      -   0.99993014  x   0.99986158  =   0.99979173
 OQ1134
 OQ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4583036533(NAD 83)
 OQ1134
 OQ1134                          SUPERSEDED SURVEY CONTROL
 OQ1134
 OQ1134  NAD 83(2007)-  43 40 03.00251(N)    097 11 28.20712(W) AD(2002.00) 0
 OQ1134  ELLIP H (02/10/07)  445.589  (m)                       GP(2002.00)    
 OQ1134  ELLIP H (04/15/04)  445.605  (m)                       GP(       ) 2 1
 OQ1134  NAD 83(1996)-  43 40 03.00211(N)    097 11 28.20654(W) AD(       ) B
 OQ1134  ELLIP H (04/18/97)  445.622  (m)                       GP(       ) 4 1
 OQ1134  NAVD 88             471.64   (m)         1547.4    (f) LEVELING    3  
 OQ1134
 OQ1134.Superseded values are not recommended for survey control.
 OQ1134
 OQ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1134.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1134
 OQ1134_MARKER: Z = SEE DESCRIPTION
 OQ1134_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1134_STAMPING: I90 373.9
 OQ1134_MARK LOGO: NGS
 OQ1134_PROJECTION: FLUSH
 OQ1134_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1134+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 OQ1134_ROD/PIPE-DEPTH: 6.4 meters
 OQ1134_SLEEVE-DEPTH  : 1.8 meters
 OQ1134
 OQ1134  HISTORY     - Date     Condition        Report By
 OQ1134  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1134  HISTORY     - 19910606 GOOD             NGS
 OQ1134  HISTORY     - 19960613 GOOD             NGS
 OQ1134  HISTORY     - 20120222 GOOD             INDIV
 OQ1134  HISTORY     - 20130613 GOOD             SDDENR
 OQ1134
 OQ1134                          STATION DESCRIPTION
 OQ1134
 OQ1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1134'9.3 KM (5.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1134'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1134'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1134'1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) NORTHEAST OF THE WEST
 OQ1134'END OF OVERPASS NUMBER 44-210-126 (EXIT 374), 118.8 M (389.8 FT)
 OQ1134'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 60.7 M
 OQ1134'(199.1 FT) NORTHEAST OF A BRACED FENCE POST, 34.3 M (112.5 FT)
 OQ1134'NORTHWEST OF THE CENTER OF THE WESTBOUND ON RAMP, 26.1 M (85.6 FT)
 OQ1134'SOUTHWEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OQ1134'RAMP, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 OQ1134'NOTE--ACCESS T0 THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1134'THROUGH A 4-INCH PVC CAP.
 OQ1134
 OQ1134                          STATION RECOVERY (1996)
 OQ1134
 OQ1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1134'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF THE HUMBOLT, ON
 OQ1134'INTERSTATE HIGHWAY 90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 OQ1134'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE
 OQ1134'HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLT, GO WEST ON
 OQ1134'INTERSTATE 90 FOR 5.8 MI (9.3 KM) TO THE STATION ON THE RIGHT, 0.1 MI
 OQ1134'(0.2 KM) NORTHWEST OF AN OVERPASS AT EXIT 374.  THE STATION IS A PUNCH
 OQ1134'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 OQ1134'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 389.8 FT
 OQ1134'(118.8 M) NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 199.1 FT
 OQ1134'(60.7 M) NORTHEAST OF A BRACED FENCE POST, 112.5 FT (34.3 M) NORTHWEST
 OQ1134'OF THE CENTER OF A WESTBOUND ON-RAMP, 85.6 FT (26.1 M) SOUTHWEST OF A
 OQ1134'T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE RAMP, AND 1.3 FT
 OQ1134'(0.4 M) SOUTHEAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 OQ1134'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 OQ1134
 OQ1134                          STATION RECOVERY (2012)
 OQ1134
 OQ1134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1134'HINGE ON METAL LID IS BROKEN. PVC CAP IS MISSING.
 OQ1134
 OQ1134                          STATION RECOVERY (2013)
 OQ1134
 OQ1134'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 OQ1134'ON THE NORTH SIDE OF THE ON-RAMP TO WESTBOUND I-90 FROM EXIT 374 -
 OQ1134'MONTROSE (451 AVE).  NOTE--THE LOGO CAP IS BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1133 ***********************************************************************
 OQ1133  DESIGNATION -  I90 374.7
 OQ1133  PID         -  OQ1133
 OQ1133  STATE/COUNTY-  SD/MCCOOK
 OQ1133  COUNTRY     -  US
 OQ1133  USGS QUAD   -  MONTROSE (2017)
 OQ1133
 OQ1133                         *CURRENT SURVEY CONTROL
 OQ1133  ______________________________________________________________________
 OQ1133* NAD 83(1986) POSITION- 43 40 01.     (N) 097 10 32.     (W)   SCALED
 OQ1133* NAVD 88 ORTHO HEIGHT -   450.273 (meters)     1477.27  (feet) ADJUSTED
 OQ1133  ______________________________________________________________________
 OQ1133  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 OQ1133  DYNAMIC HEIGHT  -        450.155 (meters)     1476.88  (feet) COMP
 OQ1133  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 OQ1133
 OQ1133  VERT ORDER      -  FIRST     CLASS II
 OQ1133
 OQ1133.The horizontal coordinates were scaled from a map and have
 OQ1133.an estimated accuracy of +/- 6 seconds.
 OQ1133
 OQ1133.The orthometric height was determined by differential leveling and
 OQ1133.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1133.in September 1993.
 OQ1133
 OQ1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1133.GEOID18 height accuracy estimate available here.
 OQ1133
 OQ1133.Click photographs - Photos may exist for this station.
 OQ1133
 OQ1133.The dynamic height is computed by dividing the NAVD 88
 OQ1133.geopotential number by the normal gravity value computed on the
 OQ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1133.degrees latitude (g = 980.6199 gals.).
 OQ1133
 OQ1133.The modeled gravity was interpolated from observed gravity values.
 OQ1133
 OQ1133;                    North         East    Units  Estimated Accuracy
 OQ1133;SPC SD S     -   152,990.      854,600.      MT  (+/- 180 meters Scaled)
 OQ1133
 OQ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP470364(NAD 83)
 OQ1133
 OQ1133                          SUPERSEDED SURVEY CONTROL
 OQ1133
 OQ1133.No superseded survey control is available for this station.
 OQ1133
 OQ1133_MARKER: Z = SEE DESCRIPTION
 OQ1133_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1133_STAMPING: I90 374.7
 OQ1133_MARK LOGO: NGS
 OQ1133_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1133_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1133+STABILITY: POSITION/ELEVATION WELL
 OQ1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1133+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1133_ROD/PIPE-DEPTH: 6.4 meters
 OQ1133_SLEEVE-DEPTH  : 1.5 meters
 OQ1133
 OQ1133  HISTORY     - Date     Condition        Report By
 OQ1133  HISTORY     - 1991     MONUMENTED       SDDT
 OQ1133  HISTORY     - 19910606 GOOD             NGS
 OQ1133  HISTORY     - 20120222 GOOD             INDIV
 OQ1133
 OQ1133                          STATION DESCRIPTION
 OQ1133
 OQ1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1133'8.0 KM (5.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1133'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1133'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1133'1/2-INCH GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) WEST OF THE WEST END
 OQ1133'OF BRIDGE NUMBER 44-219-125, 45.5 M (149.3 FT) NORTH OF THE
 OQ1133'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.5 M (86.9 FT)
 OQ1133'NORTHWEST OF A FENCE CORNER, 22.8 M (74.8 FT) NORTH-NORTHEAST OF THE
 OQ1133'NORTH LEG OF A HIGHWAY INFORMATION SIGN (LAKE VERMILLION RECREATION
 OQ1133'AREA), 5.4 M (17.7 FT) SOUTHEAST OF A T-FENCE CORNER, 1.5 M (4.9 FT)
 OQ1133'ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF THE
 OQ1133'FENCE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS T0
 OQ1133'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OQ1133'4-INCH PVC CAP.
 OQ1133
 OQ1133                          STATION RECOVERY (2012)
 OQ1133
 OQ1133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1131 ***********************************************************************
 OQ1131  DESIGNATION -  I90 376.1
 OQ1131  PID         -  OQ1131
 OQ1131  STATE/COUNTY-  SD/MCCOOK
 OQ1131  COUNTRY     -  US
 OQ1131  USGS QUAD   -  MONTROSE (2017)
 OQ1131
 OQ1131                         *CURRENT SURVEY CONTROL
 OQ1131  ______________________________________________________________________
 OQ1131* NAD 83(1986) POSITION- 43 40 01.     (N) 097 08 51.     (W)   SCALED
 OQ1131* NAVD 88 ORTHO HEIGHT -   481.324 (meters)     1579.14  (feet) ADJUSTED
 OQ1131  ______________________________________________________________________
 OQ1131  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 OQ1131  DYNAMIC HEIGHT  -        481.197 (meters)     1578.73  (feet) COMP
 OQ1131  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 OQ1131
 OQ1131  VERT ORDER      -  FIRST     CLASS II
 OQ1131
 OQ1131.The horizontal coordinates were scaled from a map and have
 OQ1131.an estimated accuracy of +/- 6 seconds.
 OQ1131
 OQ1131.The orthometric height was determined by differential leveling and
 OQ1131.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1131.in September 1993.
 OQ1131
 OQ1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1131.GEOID18 height accuracy estimate available here.
 OQ1131
 OQ1131.Click photographs - Photos may exist for this station.
 OQ1131
 OQ1131.The dynamic height is computed by dividing the NAVD 88
 OQ1131.geopotential number by the normal gravity value computed on the
 OQ1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1131.degrees latitude (g = 980.6199 gals.).
 OQ1131
 OQ1131.The modeled gravity was interpolated from observed gravity values.
 OQ1131
 OQ1131;                    North         East    Units  Estimated Accuracy
 OQ1131;SPC SD S     -   153,080.      856,860.      MT  (+/- 180 meters Scaled)
 OQ1131
 OQ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP493365(NAD 83)
 OQ1131
 OQ1131                          SUPERSEDED SURVEY CONTROL
 OQ1131
 OQ1131.No superseded survey control is available for this station.
 OQ1131
 OQ1131_MARKER: Z = SEE DESCRIPTION
 OQ1131_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1131_STAMPING: I90 376.1
 OQ1131_MARK LOGO: NGS
 OQ1131_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1131_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1131+STABILITY: POSITION/ELEVATION WELL
 OQ1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1131+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1131_ROD/PIPE-DEPTH: 6.4 meters
 OQ1131_SLEEVE-DEPTH  : 2.0 meters
 OQ1131
 OQ1131  HISTORY     - Date     Condition        Report By
 OQ1131  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1131  HISTORY     - 19910606 GOOD             NGS
 OQ1131  HISTORY     - 20120222 GOOD             INDIV
 OQ1131
 OQ1131                          STATION DESCRIPTION
 OQ1131
 OQ1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1131'5.8 KM (3.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1131'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1131'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1131'1/2-INCH GALVANIZED STEEL PIPE, 103.4 M (339.2 FT) EAST-NORTHEAST OF
 OQ1131'THE NORTHEAST CORNER OF BRIDGE NUMBER 44-230-125, 31.3 M (102.7 FT)
 OQ1131'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ1131'HIGHWAY, 23.8 M (78.1 FT) EAST OF A UTILITY POLE WITH 2 GUY CABLES,
 OQ1131'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OQ1131'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OQ1131'4-INCH PVC CAP.
 OQ1131
 OQ1131                          STATION RECOVERY (2012)
 OQ1131
 OQ1131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ1131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1127 ***********************************************************************
 OQ1127  DESIGNATION -  I90 379.5
 OQ1127  PID         -  OQ1127
 OQ1127  STATE/COUNTY-  SD/MINNEHAHA
 OQ1127  COUNTRY     -  US
 OQ1127  USGS QUAD   -  HUMBOLDT (2017)
 OQ1127
 OQ1127                         *CURRENT SURVEY CONTROL
 OQ1127  ______________________________________________________________________
 OQ1127* NAD 83(1986) POSITION- 43 38 46.43   (N) 097 05 26.99   (W)   HD_HELD1
 OQ1127* NAVD 88 ORTHO HEIGHT -   511.060 (meters)     1676.70  (feet) ADJUSTED
 OQ1127  ______________________________________________________________________
 OQ1127  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 OQ1127  DYNAMIC HEIGHT  -        510.923 (meters)     1676.25  (feet) COMP
 OQ1127  MODELED GRAVITY -    980,334.5   (mgal)                       NAVD 88
 OQ1127
 OQ1127  VERT ORDER      -  FIRST     CLASS II
 OQ1127
 OQ1127.The horizontal coordinates were determined by differentially corrected
 OQ1127.hand held GPS observations or other comparable positioning techniques
 OQ1127.and have an estimated accuracy of +/- 3 meters.
 OQ1127
 OQ1127.The orthometric height was determined by differential leveling and
 OQ1127.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1127.in September 1993.
 OQ1127
 OQ1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1127.GEOID18 height accuracy estimate available here.
 OQ1127
 OQ1127.Click photographs - Photos may exist for this station.
 OQ1127
 OQ1127.The dynamic height is computed by dividing the NAVD 88
 OQ1127.geopotential number by the normal gravity value computed on the
 OQ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1127.degrees latitude (g = 980.6199 gals.).
 OQ1127
 OQ1127.The modeled gravity was interpolated from observed gravity values.
 OQ1127
 OQ1127;                    North         East    Units  Estimated Accuracy
 OQ1127;SPC SD S     -   150,956.9     861,518.3     MT  (+/- 3 meters HH1 GPS) 
 OQ1127
 OQ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5397334352(NAD 83)
 OQ1127
 OQ1127                          SUPERSEDED SURVEY CONTROL
 OQ1127
 OQ1127.No superseded survey control is available for this station.
 OQ1127
 OQ1127_MARKER: Z = SEE DESCRIPTION
 OQ1127_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1127_STAMPING: I90 379.5
 OQ1127_MARK LOGO: NGS
 OQ1127_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1127_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1127+STABILITY: POSITION/ELEVATION WELL
 OQ1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1127+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2011
 OQ1127_ROD/PIPE-DEPTH: 6.4 meters
 OQ1127_SLEEVE-DEPTH  : 2.0 meters
 OQ1127
 OQ1127  HISTORY     - Date     Condition        Report By
 OQ1127  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1127  HISTORY     - 19910604 GOOD             NGS
 OQ1127  HISTORY     - 20111103 GOOD             USGS
 OQ1127
 OQ1127                          STATION DESCRIPTION
 OQ1127
 OQ1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1127'0.2 KM (0.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1127'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1127'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1127'1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) NORTH-NORTHWEST OF
 OQ1127'BRIDGE NUMBER 50-020-141, 101.4 M (332.7 FT) WEST OF THE CENTERLINE
 OQ1127'OF STATE HIGHWAY 19, 101.4 M (332.7 FT) NORTHEAST OF THE CENTERLINE
 OQ1127'OF THE WESTBOUND LANES OF THE HIGHWAY, 47.0 M (154.2 FT) WEST OF A
 OQ1127'FENCE CORNER, 37.0 M (121.4 FT) NORTHEAST OF THE CENTER OF THE
 OQ1127'WESTBOUND ON RAMP, 21.0 M (68.9 FT) EAST OF A FENCE CORNER, 0.6 M
 OQ1127'(2.0 FT) BELOW THE LEVEL OF THE RAMP, AND 0.4 M (1.3 FT) SOUTH OF A
 OQ1127'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1127'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1127
 OQ1127                          STATION RECOVERY (2011)
 OQ1127
 OQ1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2011 (RFT)
 OQ1127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1125 ***********************************************************************
 OQ1125  DESIGNATION -  I90 381.2
 OQ1125  PID         -  OQ1125
 OQ1125  STATE/COUNTY-  SD/MINNEHAHA
 OQ1125  COUNTRY     -  US
 OQ1125  USGS QUAD   -  HUMBOLDT (2017)
 OQ1125
 OQ1125                         *CURRENT SURVEY CONTROL
 OQ1125  ______________________________________________________________________
 OQ1125* NAD 83(1986) POSITION- 43 37 49.     (N) 097 03 56.     (W)   SCALED
 OQ1125* NAVD 88 ORTHO HEIGHT -   515.464 (meters)     1691.15  (feet) ADJUSTED
 OQ1125  ______________________________________________________________________
 OQ1125  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 OQ1125  DYNAMIC HEIGHT  -        515.324 (meters)     1690.69  (feet) COMP
 OQ1125  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 OQ1125
 OQ1125  VERT ORDER      -  FIRST     CLASS II
 OQ1125
 OQ1125.The horizontal coordinates were scaled from a map and have
 OQ1125.an estimated accuracy of +/- 6 seconds.
 OQ1125
 OQ1125.The orthometric height was determined by differential leveling and
 OQ1125.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1125.in September 1993.
 OQ1125
 OQ1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1125.GEOID18 height accuracy estimate available here.
 OQ1125
 OQ1125.Click photographs - Photos may exist for this station.
 OQ1125
 OQ1125.The dynamic height is computed by dividing the NAVD 88
 OQ1125.geopotential number by the normal gravity value computed on the
 OQ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1125.degrees latitude (g = 980.6199 gals.).
 OQ1125
 OQ1125.The modeled gravity was interpolated from observed gravity values.
 OQ1125
 OQ1125;                    North         East    Units  Estimated Accuracy
 OQ1125;SPC SD S     -   149,270.      863,630.      MT  (+/- 180 meters Scaled)
 OQ1125
 OQ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP560326(NAD 83)
 OQ1125
 OQ1125                          SUPERSEDED SURVEY CONTROL
 OQ1125
 OQ1125.No superseded survey control is available for this station.
 OQ1125
 OQ1125_MARKER: Z = SEE DESCRIPTION
 OQ1125_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1125_STAMPING: I90 381.2
 OQ1125_MARK LOGO: NGS
 OQ1125_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1125_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1125+STABILITY: POSITION/ELEVATION WELL
 OQ1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1125+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 OQ1125_ROD/PIPE-DEPTH: 6.4 meters
 OQ1125_SLEEVE-DEPTH  : 2.0 meters
 OQ1125
 OQ1125  HISTORY     - Date     Condition        Report By
 OQ1125  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1125  HISTORY     - 19910604 GOOD             NGS
 OQ1125  HISTORY     - 20110301 GOOD             INDIV
 OQ1125
 OQ1125                          STATION DESCRIPTION
 OQ1125
 OQ1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1125'2.4 KM (1.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1125'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1125'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1125'1/2-INCH GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) SOUTHWEST OF OVERPASS
 OQ1125'NUMBER 50-030-149, 37.0 M (121.4 FT) SOUTHEAST OF A UTILITY POLE WITH
 OQ1125'A TRANSFORMER, 33.3 M (109.3 FT) SOUTHEAST OF A T-FENCE CORNER, 31.4
 OQ1125'M (103.0 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ1125'WESTBOUND LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 OQ1125'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1125'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1125
 OQ1125                          STATION RECOVERY (2011)
 OQ1125
 OQ1125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1123 ***********************************************************************
 OQ1123  DESIGNATION -  I90 383.6
 OQ1123  PID         -  OQ1123
 OQ1123  STATE/COUNTY-  SD/MINNEHAHA
 OQ1123  COUNTRY     -  US
 OQ1123  USGS QUAD   -  GRASS LAKE (2017)
 OQ1123
 OQ1123                         *CURRENT SURVEY CONTROL
 OQ1123  ______________________________________________________________________
 OQ1123* NAD 83(1986) POSITION- 43 36 35.     (N) 097 01 38.     (W)   SCALED
 OQ1123* NAVD 88 ORTHO HEIGHT -   506.270 (meters)     1660.99  (feet) ADJUSTED
 OQ1123  ______________________________________________________________________
 OQ1123  GEOID HEIGHT    -        -26.182 (meters)                     GEOID18
 OQ1123  DYNAMIC HEIGHT  -        506.132 (meters)     1660.53  (feet) COMP
 OQ1123  MODELED GRAVITY -    980,330.9   (mgal)                       NAVD 88
 OQ1123
 OQ1123  VERT ORDER      -  FIRST     CLASS II
 OQ1123
 OQ1123.The horizontal coordinates were scaled from a map and have
 OQ1123.an estimated accuracy of +/- 6 seconds.
 OQ1123
 OQ1123.The orthometric height was determined by differential leveling and
 OQ1123.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1123.in September 1993.
 OQ1123
 OQ1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1123.GEOID18 height accuracy estimate available here.
 OQ1123
 OQ1123.Click photographs - Photos may exist for this station.
 OQ1123
 OQ1123.The dynamic height is computed by dividing the NAVD 88
 OQ1123.geopotential number by the normal gravity value computed on the
 OQ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1123.degrees latitude (g = 980.6199 gals.).
 OQ1123
 OQ1123.The modeled gravity was interpolated from observed gravity values.
 OQ1123
 OQ1123;                    North         East    Units  Estimated Accuracy
 OQ1123;SPC SD S     -   147,110.      866,810.      MT  (+/- 180 meters Scaled)
 OQ1123
 OQ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP592304(NAD 83)
 OQ1123
 OQ1123                          SUPERSEDED SURVEY CONTROL
 OQ1123
 OQ1123.No superseded survey control is available for this station.
 OQ1123
 OQ1123_MARKER: Z = SEE DESCRIPTION
 OQ1123_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1123_STAMPING: I90 383.6
 OQ1123_MARK LOGO: NGS
 OQ1123_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1123_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1123+STABILITY: POSITION/ELEVATION WELL
 OQ1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1123+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 OQ1123_ROD/PIPE-DEPTH: 6.4 meters
 OQ1123_SLEEVE-DEPTH  : 2.0 meters
 OQ1123
 OQ1123  HISTORY     - Date     Condition        Report By
 OQ1123  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1123  HISTORY     - 19910604 GOOD             NGS
 OQ1123  HISTORY     - 20110228 GOOD             INDIV
 OQ1123
 OQ1123                          STATION DESCRIPTION
 OQ1123
 OQ1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1123'6.4 KM (4.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1123'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1123'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1123'1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) EAST OF OVERPASS
 OQ1123'NUMBER 50-050-164, 41.2 M (135.2 FT) NORTHEAST OF THE CENTERLINE OF
 OQ1123'THE WESTBOUND LANES OF THE HIGHWAY, 30.4 M (99.7 FT) NORTHWEST OF A
 OQ1123'BRACED FENCE POST, 29.2 M (95.8 FT) SOUTHEAST OF THE MOST
 OQ1123'SOUTHEASTERLY OF 3 BRACED FENCE POSTS, 0.6 M (2.0 FT) ABOVE THE LEVEL
 OQ1123'OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND
 OQ1123'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ1123'AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1123
 OQ1123                          STATION RECOVERY (2011)
 OQ1123
 OQ1123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1121 ***********************************************************************
 OQ1121  DESIGNATION -  I90 385.6
 OQ1121  PID         -  OQ1121
 OQ1121  STATE/COUNTY-  SD/MINNEHAHA
 OQ1121  COUNTRY     -  US
 OQ1121  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1121
 OQ1121                         *CURRENT SURVEY CONTROL
 OQ1121  ______________________________________________________________________
 OQ1121* NAD 83(1986) POSITION- 43 36 33.     (N) 096 59 13.     (W)   SCALED
 OQ1121* NAVD 88 ORTHO HEIGHT -   502.715 (meters)     1649.32  (feet) ADJUSTED
 OQ1121  ______________________________________________________________________
 OQ1121  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 OQ1121  DYNAMIC HEIGHT  -        502.578 (meters)     1648.87  (feet) COMP
 OQ1121  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 OQ1121
 OQ1121  VERT ORDER      -  FIRST     CLASS II
 OQ1121
 OQ1121.The horizontal coordinates were scaled from a map and have
 OQ1121.an estimated accuracy of +/- 6 seconds.
 OQ1121
 OQ1121.The orthometric height was determined by differential leveling and
 OQ1121.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1121.in September 1993.
 OQ1121
 OQ1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1121.GEOID18 height accuracy estimate available here.
 OQ1121
 OQ1121.Click photographs - Photos may exist for this station.
 OQ1121
 OQ1121.The dynamic height is computed by dividing the NAVD 88
 OQ1121.geopotential number by the normal gravity value computed on the
 OQ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1121.degrees latitude (g = 980.6199 gals.).
 OQ1121
 OQ1121.The modeled gravity was interpolated from observed gravity values.
 OQ1121
 OQ1121;                    North         East    Units  Estimated Accuracy
 OQ1121;SPC SD S     -   147,180.      870,060.      MT  (+/- 180 meters Scaled)
 OQ1121
 OQ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP624304(NAD 83)
 OQ1121
 OQ1121                          SUPERSEDED SURVEY CONTROL
 OQ1121
 OQ1121.No superseded survey control is available for this station.
 OQ1121
 OQ1121_MARKER: Z = SEE DESCRIPTION
 OQ1121_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1121_STAMPING: I90 385.6
 OQ1121_MARK LOGO: NGS
 OQ1121_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1121_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1121+STABILITY: POSITION/ELEVATION WELL
 OQ1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1121+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 OQ1121_ROD/PIPE-DEPTH: 6.4 meters
 OQ1121_SLEEVE-DEPTH  : 2.0 meters
 OQ1121
 OQ1121  HISTORY     - Date     Condition        Report By
 OQ1121  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1121  HISTORY     - 19910604 GOOD             NGS
 OQ1121  HISTORY     - 20110228 GOOD             INDIV
 OQ1121
 OQ1121                          STATION DESCRIPTION
 OQ1121
 OQ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1121'9.7 KM (6.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1121'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1121'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1121'1/2-INCH GALVANIZED STEEL PIPE, 0.3 KM (0.2 MI) EAST OF OVERPASS
 OQ1121'NUMBER 50-070-165, 36.1 M (118.4 FT) NORTH OF THE CENTERLINE OF THE
 OQ1121'WESTBOUND LANES OF THE HIGHWAY, 21.8 M (71.5 FT) EAST OF A BRACED
 OQ1121'FENCE POST, 8.3 M (27.2 FT) WEST OF A T-FENCE CORNER, 1.4 M (4.6 FT)
 OQ1121'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OQ1121'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1121'LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1121
 OQ1121                          STATION RECOVERY (2011)
 OQ1121
 OQ1121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1119 ***********************************************************************
 OQ1119  CBN         -  This is a Cooperative Base Network Control Station.
 OQ1119  DESIGNATION -  I90 387.2
 OQ1119  PID         -  OQ1119
 OQ1119  STATE/COUNTY-  SD/MINNEHAHA
 OQ1119  COUNTRY     -  US
 OQ1119  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1119
 OQ1119                         *CURRENT SURVEY CONTROL
 OQ1119  ______________________________________________________________________
 OQ1119* NAD 83(2011) POSITION- 43 36 33.75054(N) 096 57 21.92358(W)   ADJUSTED
 OQ1119* NAD 83(2011) ELLIP HT-   466.973 (meters)        (06/27/12)   ADJUSTED
 OQ1119* NAD 83(2011) EPOCH   -  2010.00
 OQ1119* NAVD 88 ORTHO HEIGHT -   493.188 (meters)     1618.07  (feet) ADJUSTED
 OQ1119  ______________________________________________________________________
 OQ1119  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 OQ1119  NAD 83(2011) X  -   -560,231.290 (meters)                     COMP
 OQ1119  NAD 83(2011) Y  - -4,591,807.436 (meters)                     COMP
 OQ1119  NAD 83(2011) Z  -  4,377,090.590 (meters)                     COMP
 OQ1119  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 OQ1119  DYNAMIC HEIGHT  -        493.054 (meters)     1617.63  (feet) COMP
 OQ1119  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 OQ1119
 OQ1119  VERT ORDER      -  FIRST     CLASS II
 OQ1119
 OQ1119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ1119  Standards:
 OQ1119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ1119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ1119  -------------------------------------------------------------------
 OQ1119  NETWORK    0.70   2.12           0.31   0.26   1.08     -0.10386631
 OQ1119  -------------------------------------------------------------------
 OQ1119  Click here for local accuracies and other accuracy information.
 OQ1119
 OQ1119.The horizontal coordinates were established by GPS observations
 OQ1119.and adjusted by the National Geodetic Survey in June 2012.
 OQ1119
 OQ1119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ1119.been affixed to the stable North American tectonic plate. See 
 OQ1119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ1119
 OQ1119.The horizontal coordinates are valid at the epoch date displayed above
 OQ1119.which is a decimal equivalence of Year/Month/Day.
 OQ1119
 OQ1119.The orthometric height was determined by differential leveling and
 OQ1119.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1119.in September 1993.
 OQ1119
 OQ1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1119.GEOID18 height accuracy estimate available here.
 OQ1119
 OQ1119.Click photographs - Photos may exist for this station.
 OQ1119
 OQ1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1119
 OQ1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1119
 OQ1119.The ellipsoidal height was determined by GPS observations
 OQ1119.and is referenced to NAD 83.
 OQ1119
 OQ1119.The dynamic height is computed by dividing the NAVD 88
 OQ1119.geopotential number by the normal gravity value computed on the
 OQ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1119.degrees latitude (g = 980.6199 gals.).
 OQ1119
 OQ1119.The modeled gravity was interpolated from observed gravity values.
 OQ1119
 OQ1119. The following values were computed from the NAD 83(2011) position.
 OQ1119
 OQ1119;                    North         East     Units Scale Factor Converg.
 OQ1119;SPC SD S     -   147,298.918   872,546.169   MT  0.99990688   +2 19 47.3
 OQ1119;SPC SD S     -   483,263.20  2,862,678.56   sFT  0.99990688   +2 19 47.3
 OQ1119;UTM  14      - 4,830,518.127   664,941.715   MT  0.99993465   +1 24 36.3
 OQ1119
 OQ1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1119!SPC SD S     -   0.99992678  x   0.99990688  =   0.99983367
 OQ1119!UTM  14      -   0.99992678  x   0.99993465  =   0.99986143
 OQ1119
 OQ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6494130518(NAD 83)
 OQ1119
 OQ1119                          SUPERSEDED SURVEY CONTROL
 OQ1119
 OQ1119  NAD 83(2007)-  43 36 33.75051(N)    096 57 21.92449(W) AD(2002.00) 0
 OQ1119  ELLIP H (02/10/07)  467.001  (m)                       GP(2002.00)    
 OQ1119  ELLIP H (04/15/04)  467.018  (m)                       GP(       ) 2 1
 OQ1119  NAD 83(1996)-  43 36 33.75009(N)    096 57 21.92381(W) AD(       ) B
 OQ1119  ELLIP H (04/18/97)  467.031  (m)                       GP(       ) 4 1
 OQ1119  NAVD 88             493.19   (m)         1618.1    (f) LEVELING    3  
 OQ1119
 OQ1119.Superseded values are not recommended for survey control.
 OQ1119
 OQ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1119.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1119
 OQ1119_MARKER: Z = SEE DESCRIPTION
 OQ1119_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1119_STAMPING: I90 387.2
 OQ1119_MARK LOGO: NGS
 OQ1119_PROJECTION: FLUSH
 OQ1119_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1119+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 OQ1119_ROD/PIPE-DEPTH: 6.4 meters
 OQ1119_SLEEVE-DEPTH  : 1.8 meters
 OQ1119
 OQ1119  HISTORY     - Date     Condition        Report By
 OQ1119  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1119  HISTORY     - 19910604 GOOD             NGS
 OQ1119  HISTORY     - 19960622 GOOD             NGS
 OQ1119  HISTORY     - 20110228 GOOD             INDIV
 OQ1119  HISTORY     - 20130613 GOOD             SDDENR
 OQ1119
 OQ1119                          STATION DESCRIPTION
 OQ1119
 OQ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1119'12.2 KM (7.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1119'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1119'A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A
 OQ1119'1/2-INCH GALVANIZED STEEL PIPE, 0.5 KM (0.3 MI) WEST OF OVERPASS
 OQ1119'NUMBER 5--090-165 (EXIT 387), 72.8 M (238.8 FT) EAST OF A T-FENCE
 OQ1119'CORNER, 32.4 M (106.3 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF
 OQ1119'THE WESTBOUND LANES OF THE HIGHWAY, 11.8 M (38.7 FT) WEST OF THE MOST
 OQ1119'WESTERLY OF 3 BRACED FENCE POSTS, AND 0.3 M (1.0 FT) SOUTH OF A
 OQ1119'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1119'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 OQ1119
 OQ1119                          STATION RECOVERY (1996)
 OQ1119
 OQ1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OQ1119'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) NORTHWEST OF SIOUX
 OQ1119'FALLS AND 2.0 KM (1.25 MI) SOUTH OF HARTFORD, ON INTERSTATE HIGHWAY
 OQ1119'90.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 OQ1119'THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 19 (EXIT 379)
 OQ1119'AT THE WEST EDGE OF HUMBOLDT, GO EAST ON INTERSTATE HIGHWAY 90 FOR
 OQ1119'12.2 KM (7.60 MI) TO THE STATION ON LEFT.  THE STATION IS A PUNCH
 OQ1119'POINT ON THE TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE
 OQ1119'CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 0.5 KM
 OQ1119'(0.30 MI) WEST OF OVERPASS NUMBER 5-090-165, 72.8 M (238.8 FT) EAST OF
 OQ1119'A T-FENCE CORNER, 32.4 M (106.3 FT) NORTH OF THE CENTERLINE OF THE
 OQ1119'WESTBOUND HIGHWAY, 11.8 M (38.7 FT) WEST OF THE MOST WESTERLY OF THREE
 OQ1119'BRACED FENCE POSTS, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OQ1119'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1119'A 4-INCH PVC CAP.
 OQ1119
 OQ1119                          STATION RECOVERY (2011)
 OQ1119
 OQ1119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1119'RECOVERED IN GOOD CONDITION.
 OQ1119
 OQ1119                          STATION RECOVERY (2013)
 OQ1119
 OQ1119'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 OQ1119'ON THE NORTH SIDE OF THE ON-RAMP TO WESTBOUND I-90 FROM EXIT 387 -
 OQ1119'HARTFORD (463 AVE), AT END OF THE RAMP NEAR THE MERGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1116 ***********************************************************************
 OQ1116  DESIGNATION -  I90 390.0
 OQ1116  PID         -  OQ1116
 OQ1116  STATE/COUNTY-  SD/MINNEHAHA
 OQ1116  COUNTRY     -  US
 OQ1116  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1116
 OQ1116                         *CURRENT SURVEY CONTROL
 OQ1116  ______________________________________________________________________
 OQ1116* NAD 83(1986) POSITION- 43 36 32.     (N) 096 54 00.     (W)   SCALED
 OQ1116* NAVD 88 ORTHO HEIGHT -   464.505 (meters)     1523.96  (feet) ADJUSTED
 OQ1116  ______________________________________________________________________
 OQ1116  GEOID HEIGHT    -        -26.230 (meters)                     GEOID18
 OQ1116  DYNAMIC HEIGHT  -        464.380 (meters)     1523.55  (feet) COMP
 OQ1116  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 OQ1116
 OQ1116  VERT ORDER      -  FIRST     CLASS II
 OQ1116
 OQ1116.The horizontal coordinates were scaled from a map and have
 OQ1116.an estimated accuracy of +/- 6 seconds.
 OQ1116
 OQ1116.The orthometric height was determined by differential leveling and
 OQ1116.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1116.in September 1993.
 OQ1116
 OQ1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1116.GEOID18 height accuracy estimate available here.
 OQ1116
 OQ1116.Click photographs - Photos may exist for this station.
 OQ1116
 OQ1116.The dynamic height is computed by dividing the NAVD 88
 OQ1116.geopotential number by the normal gravity value computed on the
 OQ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1116.degrees latitude (g = 980.6199 gals.).
 OQ1116
 OQ1116.The modeled gravity was interpolated from observed gravity values.
 OQ1116
 OQ1116;                    North         East    Units  Estimated Accuracy
 OQ1116;SPC SD S     -   147,430.      877,070.      MT  (+/- 180 meters Scaled)
 OQ1116
 OQ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP694305(NAD 83)
 OQ1116
 OQ1116                          SUPERSEDED SURVEY CONTROL
 OQ1116
 OQ1116.No superseded survey control is available for this station.
 OQ1116
 OQ1116_MARKER: P = PIPE CAP
 OQ1116_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1116_STAMPING: I90 390.0
 OQ1116_MARK LOGO: NGS
 OQ1116_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1116_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1116+STABILITY: POSITION/ELEVATION WELL
 OQ1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1116+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 OQ1116_ROD/PIPE-DEPTH: 6.4 meters
 OQ1116_SLEEVE-DEPTH  : 3.1 meters
 OQ1116
 OQ1116  HISTORY     - Date     Condition        Report By
 OQ1116  HISTORY     - 1981     MONUMENTED       SDDT
 OQ1116  HISTORY     - 19910602 GOOD             NGS
 OQ1116  HISTORY     - 20110329 GOOD             INDIV
 OQ1116
 OQ1116                          STATION DESCRIPTION
 OQ1116
 OQ1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1116'10.6 KM (6.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1116'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1116'FALLS, 0.2 KM (0.1 MI) EAST OF THE EAST END OF BRIDGE NUMBER
 OQ1116'50-114-166, 47.8 M (156.8 FT) EAST OF A T-FENCE CORNER, 37.2 M (122.0
 OQ1116'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OQ1116'28.6 M (93.8 FT) SOUTH-SOUTHWEST OF MILEPOST 390, 28.1 M (92.2 FT)
 OQ1116'WEST OF THE MOST WESTERLY OF 3 BRACED FENCE POSTS, 1.7 M (5.6 FT)
 OQ1116'NORTH OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 1.5 M (4.9 FT) BELOW
 OQ1116'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 OQ1116'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1116'THROUGH A 4-INCH PVC SCREW CAP.
 OQ1116
 OQ1116                          STATION RECOVERY (2011)
 OQ1116
 OQ1116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1115 ***********************************************************************
 OQ1115  DESIGNATION -  I90 390.5
 OQ1115  PID         -  OQ1115
 OQ1115  STATE/COUNTY-  SD/MINNEHAHA
 OQ1115  COUNTRY     -  US
 OQ1115  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1115
 OQ1115                         *CURRENT SURVEY CONTROL
 OQ1115  ______________________________________________________________________
 OQ1115* NAD 83(1986) POSITION- 43 36 34.     (N) 096 53 22.     (W)   SCALED
 OQ1115* NAVD 88 ORTHO HEIGHT -   464.224 (meters)     1523.04  (feet) ADJUSTED
 OQ1115  ______________________________________________________________________
 OQ1115  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 OQ1115  DYNAMIC HEIGHT  -        464.100 (meters)     1522.63  (feet) COMP
 OQ1115  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 OQ1115
 OQ1115  VERT ORDER      -  FIRST     CLASS II
 OQ1115
 OQ1115.The horizontal coordinates were scaled from a map and have
 OQ1115.an estimated accuracy of +/- 6 seconds.
 OQ1115
 OQ1115.The orthometric height was determined by differential leveling and
 OQ1115.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1115.in September 1993.
 OQ1115
 OQ1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1115.GEOID18 height accuracy estimate available here.
 OQ1115
 OQ1115.Click photographs - Photos may exist for this station.
 OQ1115
 OQ1115.The dynamic height is computed by dividing the NAVD 88
 OQ1115.geopotential number by the normal gravity value computed on the
 OQ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1115.degrees latitude (g = 980.6199 gals.).
 OQ1115
 OQ1115.The modeled gravity was interpolated from observed gravity values.
 OQ1115
 OQ1115;                    North         East    Units  Estimated Accuracy
 OQ1115;SPC SD S     -   147,530.      877,920.      MT  (+/- 180 meters Scaled)
 OQ1115
 OQ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP703306(NAD 83)
 OQ1115
 OQ1115                          SUPERSEDED SURVEY CONTROL
 OQ1115
 OQ1115.No superseded survey control is available for this station.
 OQ1115
 OQ1115_MARKER: Z = SEE DESCRIPTION
 OQ1115_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1115_STAMPING: I90 390.5
 OQ1115_MARK LOGO: NGS
 OQ1115_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1115_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1115+STABILITY: POSITION/ELEVATION WELL
 OQ1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1115+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 OQ1115_ROD/PIPE-DEPTH: 6.4 meters
 OQ1115_SLEEVE-DEPTH  : 2.0 meters
 OQ1115
 OQ1115  HISTORY     - Date     Condition        Report By
 OQ1115  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1115  HISTORY     - 19910604 GOOD             NGS
 OQ1115  HISTORY     - 20110228 GOOD             INDIV
 OQ1115
 OQ1115                          STATION DESCRIPTION
 OQ1115
 OQ1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1115'9.7 KM (6.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1115'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1115'FALLS, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED
 OQ1115'TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) EAST OF THE
 OQ1115'EAST END OF BRIDGE NUMBER 50-119-165, 34.4 M (112.9 FT) NORTH OF AND
 OQ1115'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 28.6
 OQ1115'M (93.8 FT) NORTH OF THE CENTER OF AN EASTBOUND OFF RAMP (EXIT 390),
 OQ1115'18.0 M (59.1 FT) WEST OF A T-FENCE CORNER AT THE SOUTHEAST CORNER OF
 OQ1115'THE KAMP DAKOTA CAMPGROUND, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OQ1115'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1115'LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1115
 OQ1115                          STATION RECOVERY (2011)
 OQ1115
 OQ1115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1150 ***********************************************************************
 OQ1150  DESIGNATION -  I90 391.2
 OQ1150  PID         -  OQ1150
 OQ1150  STATE/COUNTY-  SD/MINNEHAHA
 OQ1150  COUNTRY     -  US
 OQ1150  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1150
 OQ1150                         *CURRENT SURVEY CONTROL
 OQ1150  ______________________________________________________________________
 OQ1150* NAD 83(1986) POSITION- 43 36 33.     (N) 096 52 36.     (W)   SCALED
 OQ1150* NAVD 88 ORTHO HEIGHT -   457.533 (meters)     1501.09  (feet) ADJUSTED
 OQ1150  ______________________________________________________________________
 OQ1150  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 OQ1150  DYNAMIC HEIGHT  -        457.411 (meters)     1500.69  (feet) COMP
 OQ1150  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 OQ1150
 OQ1150  VERT ORDER      -  FIRST     CLASS II
 OQ1150
 OQ1150.The horizontal coordinates were scaled from a map and have
 OQ1150.an estimated accuracy of +/- 6 seconds.
 OQ1150
 OQ1150.The orthometric height was determined by differential leveling and
 OQ1150.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1150.in September 1993.
 OQ1150
 OQ1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1150.GEOID18 height accuracy estimate available here.
 OQ1150
 OQ1150.Click photographs - Photos may exist for this station.
 OQ1150
 OQ1150.The dynamic height is computed by dividing the NAVD 88
 OQ1150.geopotential number by the normal gravity value computed on the
 OQ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1150.degrees latitude (g = 980.6199 gals.).
 OQ1150
 OQ1150.The modeled gravity was interpolated from observed gravity values.
 OQ1150
 OQ1150;                    North         East    Units  Estimated Accuracy
 OQ1150;SPC SD S     -   147,540.      878,950.      MT  (+/- 180 meters Scaled)
 OQ1150
 OQ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP713306(NAD 83)
 OQ1150
 OQ1150                          SUPERSEDED SURVEY CONTROL
 OQ1150
 OQ1150.No superseded survey control is available for this station.
 OQ1150
 OQ1150_MARKER: P = PIPE CAP
 OQ1150_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1150_STAMPING: I90 391.2
 OQ1150_MARK LOGO: NGS
 OQ1150_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1150_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1150+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 OQ1150_ROD/PIPE-DEPTH: 6.4 meters
 OQ1150_SLEEVE-DEPTH  : 3.1 meters
 OQ1150
 OQ1150  HISTORY     - Date     Condition        Report By
 OQ1150  HISTORY     - 1981     MONUMENTED       SDDT
 OQ1150  HISTORY     - 19910706 GOOD             NGS
 OQ1150  HISTORY     - 20110301 GOOD             INDIV
 OQ1150
 OQ1150                          STATION DESCRIPTION
 OQ1150
 OQ1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1150'8.7 KM (5.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1150'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1150'FALLS, 0.2 KM (0.1 MI) EAST OF THE EAST END OF BRIDGE NUMBER
 OQ1150'50-126-165, 33.6 M (110.2 FT) NORTH OF AND LEVEL WITH THE CENTERLINE
 OQ1150'OF THE WESTBOUND LANES OF THE HIGHWAY, 2.8 M (9.2 FT) EAST-NORTHEAST
 OQ1150'OF A FENCE CORNER, AND 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A WITNESS
 OQ1150'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1150'LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1150
 OQ1150                          STATION RECOVERY (2011)
 OQ1150
 OQ1150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1113 ***********************************************************************
 OQ1113  DESIGNATION -  I90 392.5
 OQ1113  PID         -  OQ1113
 OQ1113  STATE/COUNTY-  SD/MINNEHAHA
 OQ1113  COUNTRY     -  US
 OQ1113  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1113
 OQ1113                         *CURRENT SURVEY CONTROL
 OQ1113  ______________________________________________________________________
 OQ1113* NAD 83(1986) POSITION- 43 36 30.     (N) 096 50 54.     (W)   SCALED
 OQ1113* NAVD 88 ORTHO HEIGHT -   459.285 (meters)     1506.84  (feet) ADJUSTED
 OQ1113  ______________________________________________________________________
 OQ1113  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 OQ1113  DYNAMIC HEIGHT  -        459.163 (meters)     1506.44  (feet) COMP
 OQ1113  MODELED GRAVITY -    980,340.4   (mgal)                       NAVD 88
 OQ1113
 OQ1113  VERT ORDER      -  FIRST     CLASS II
 OQ1113
 OQ1113.The horizontal coordinates were scaled from a map and have
 OQ1113.an estimated accuracy of +/- 6 seconds.
 OQ1113
 OQ1113.The orthometric height was determined by differential leveling and
 OQ1113.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1113.in September 1993.
 OQ1113
 OQ1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1113.GEOID18 height accuracy estimate available here.
 OQ1113
 OQ1113.Click photographs - Photos may exist for this station.
 OQ1113
 OQ1113.The dynamic height is computed by dividing the NAVD 88
 OQ1113.geopotential number by the normal gravity value computed on the
 OQ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1113.degrees latitude (g = 980.6199 gals.).
 OQ1113
 OQ1113.The modeled gravity was interpolated from observed gravity values.
 OQ1113
 OQ1113;                    North         East    Units  Estimated Accuracy
 OQ1113;SPC SD S     -   147,540.      881,240.      MT  (+/- 180 meters Scaled)
 OQ1113
 OQ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP736306(NAD 83)
 OQ1113
 OQ1113                          SUPERSEDED SURVEY CONTROL
 OQ1113
 OQ1113.No superseded survey control is available for this station.
 OQ1113
 OQ1113_MARKER: P = PIPE CAP
 OQ1113_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1113_STAMPING: I90 392.5
 OQ1113_MARK LOGO: NGS
 OQ1113_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1113_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1113+STABILITY: POSITION/ELEVATION WELL
 OQ1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1113+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1113_ROD/PIPE-DEPTH: 6.4 meters
 OQ1113_SLEEVE-DEPTH  : 3.1 meters
 OQ1113
 OQ1113  HISTORY     - Date     Condition        Report By
 OQ1113  HISTORY     - 1981     MONUMENTED       SDDT
 OQ1113  HISTORY     - 19910602 GOOD             NGS
 OQ1113  HISTORY     - 20110224 GOOD             INDIV
 OQ1113
 OQ1113                          STATION DESCRIPTION
 OQ1113
 OQ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1113'6.4 KM (4.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1113'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1113'FALLS, 0.2 KM (0.1 MI) EAST OF THE EAST END OF BRIDGE NUMBER
 OQ1113'50-140-166, 178.0 M (584.0 FT) EAST OF THE CENTERLINE OF A PAVED
 OQ1113'SECTION LINE ROAD, 32.3 M (106.0 FT) SOUTH OF AND LEVEL WITH THE
 OQ1113'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT) WEST
 OQ1113'OF THE MOST WESTERLY OF 5 BRACED FENCE POSTS, AND 0.4 M (1.3 FT)
 OQ1113'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OQ1113'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1113
 OQ1113                          STATION RECOVERY (2011)
 OQ1113
 OQ1113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1113'HINGED LID IS BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1112 ***********************************************************************
 OQ1112  DESIGNATION -  I90 392.8
 OQ1112  PID         -  OQ1112
 OQ1112  STATE/COUNTY-  SD/MINNEHAHA
 OQ1112  COUNTRY     -  US
 OQ1112  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1112
 OQ1112                         *CURRENT SURVEY CONTROL
 OQ1112  ______________________________________________________________________
 OQ1112* NAD 83(1986) POSITION- 43 36 32.     (N) 096 50 37.     (W)   SCALED
 OQ1112* NAVD 88 ORTHO HEIGHT -   453.435 (meters)     1487.64  (feet) ADJUSTED
 OQ1112  ______________________________________________________________________
 OQ1112  GEOID HEIGHT    -        -26.249 (meters)                     GEOID18
 OQ1112  DYNAMIC HEIGHT  -        453.314 (meters)     1487.25  (feet) COMP
 OQ1112  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 OQ1112
 OQ1112  VERT ORDER      -  FIRST     CLASS II
 OQ1112
 OQ1112.The horizontal coordinates were scaled from a map and have
 OQ1112.an estimated accuracy of +/- 6 seconds.
 OQ1112
 OQ1112.The orthometric height was determined by differential leveling and
 OQ1112.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1112.in September 1993.
 OQ1112
 OQ1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1112.GEOID18 height accuracy estimate available here.
 OQ1112
 OQ1112.Click photographs - Photos may exist for this station.
 OQ1112
 OQ1112.The dynamic height is computed by dividing the NAVD 88
 OQ1112.geopotential number by the normal gravity value computed on the
 OQ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1112.degrees latitude (g = 980.6199 gals.).
 OQ1112
 OQ1112.The modeled gravity was interpolated from observed gravity values.
 OQ1112
 OQ1112;                    North         East    Units  Estimated Accuracy
 OQ1112;SPC SD S     -   147,620.      881,620.      MT  (+/- 180 meters Scaled)
 OQ1112
 OQ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP740306(NAD 83)
 OQ1112
 OQ1112                          SUPERSEDED SURVEY CONTROL
 OQ1112
 OQ1112.No superseded survey control is available for this station.
 OQ1112
 OQ1112_MARKER: P = PIPE CAP
 OQ1112_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1112_STAMPING: I90 392.8
 OQ1112_MARK LOGO: NGS
 OQ1112_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1112_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1112+STABILITY: POSITION/ELEVATION WELL
 OQ1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1112+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1112_ROD/PIPE-DEPTH: 4.3 meters
 OQ1112_SLEEVE-DEPTH  : 3.1 meters
 OQ1112
 OQ1112  HISTORY     - Date     Condition        Report By
 OQ1112  HISTORY     - 1981     MONUMENTED       SDDT
 OQ1112  HISTORY     - 19910602 GOOD             NGS
 OQ1112  HISTORY     - 20110224 GOOD             INDIV
 OQ1112
 OQ1112                          STATION DESCRIPTION
 OQ1112
 OQ1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1112'6.0 KM (3.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1112'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1112'FALLS, 102.0 M (334.6 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 OQ1112'BRIDGE NUMBER 50-144-165, 79.4 M (260.5 FT) WEST OF A FENCE CORNER,
 OQ1112'31.9 M (104.7 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ1112'WESTBOUND LANES OF THE HIGHWAY, 2.5 M (8.2 FT) WEST OF THE SOUTH LEG
 OQ1112'OF A BILLBOARD, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OQ1112'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1112'THROUGH A 4-INCH PVC SCREW CAP.
 OQ1112
 OQ1112                          STATION RECOVERY (2011)
 OQ1112
 OQ1112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1111 ***********************************************************************
 OQ1111  DESIGNATION -  I90 393.6
 OQ1111  PID         -  OQ1111
 OQ1111  STATE/COUNTY-  SD/MINNEHAHA
 OQ1111  COUNTRY     -  US
 OQ1111  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1111
 OQ1111                         *CURRENT SURVEY CONTROL
 OQ1111  ______________________________________________________________________
 OQ1111* NAD 83(1986) POSITION- 43 36 32.     (N) 096 49 43.     (W)   SCALED
 OQ1111* NAVD 88 ORTHO HEIGHT -   451.344 (meters)     1480.78  (feet) ADJUSTED
 OQ1111  ______________________________________________________________________
 OQ1111  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 OQ1111  DYNAMIC HEIGHT  -        451.225 (meters)     1480.39  (feet) COMP
 OQ1111  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 OQ1111
 OQ1111  VERT ORDER      -  FIRST     CLASS II
 OQ1111
 OQ1111.The horizontal coordinates were scaled from a map and have
 OQ1111.an estimated accuracy of +/- 6 seconds.
 OQ1111
 OQ1111.The orthometric height was determined by differential leveling and
 OQ1111.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1111.in September 1993.
 OQ1111
 OQ1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1111.GEOID18 height accuracy estimate available here.
 OQ1111
 OQ1111.Click photographs - Photos may exist for this station.
 OQ1111
 OQ1111.The dynamic height is computed by dividing the NAVD 88
 OQ1111.geopotential number by the normal gravity value computed on the
 OQ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1111.degrees latitude (g = 980.6199 gals.).
 OQ1111
 OQ1111.The modeled gravity was interpolated from observed gravity values.
 OQ1111
 OQ1111;                    North         East    Units  Estimated Accuracy
 OQ1111;SPC SD S     -   147,670.      882,830.      MT  (+/- 180 meters Scaled)
 OQ1111
 OQ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP752307(NAD 83)
 OQ1111
 OQ1111                          SUPERSEDED SURVEY CONTROL
 OQ1111
 OQ1111.No superseded survey control is available for this station.
 OQ1111
 OQ1111_MARKER: P = PIPE CAP
 OQ1111_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1111_STAMPING: I90 393.6
 OQ1111_MARK LOGO: NGS
 OQ1111_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1111_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1111+STABILITY: POSITION/ELEVATION WELL
 OQ1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1111+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1111_ROD/PIPE-DEPTH: 5.0 meters
 OQ1111_SLEEVE-DEPTH  : 3.1 meters
 OQ1111
 OQ1111  HISTORY     - Date     Condition        Report By
 OQ1111  HISTORY     - 1981     MONUMENTED       SDDT
 OQ1111  HISTORY     - 19910602 GOOD             NGS
 OQ1111  HISTORY     - 20110224 GOOD             INDIV
 OQ1111
 OQ1111                          STATION DESCRIPTION
 OQ1111
 OQ1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1111'4.8 KM (3.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1111'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1111'FALLS, 170.0 M (557.7 FT) EAST OF THE EXTENDED CENTER OF A GRAVELED
 OQ1111'SECTION LINE ROAD, 110.0 M (360.9 FT) WEST OF THE WEST END OF BRIDGE
 OQ1111'NUMBER 50-152-165, 32.0 M (105.0 FT) NORTH OF THE CENTERLINE OF THE
 OQ1111'WESTBOUND LANES OF THE HIGHWAY, 31.8 M (104.3 FT) EAST OF THE MOST
 OQ1111'EASTERLY OF 3 BRACED FENCE POSTS, 15.6 M (51.2 FT) WEST OF A BRACED
 OQ1111'FENCE POST, 0.7 M (2.3 FT) SOUTH OF THE FENCE, 0.6 M (2.0 FT) BELOW
 OQ1111'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 OQ1111'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1111'THROUGH A 4-INCH PVC SCREW CAP.
 OQ1111
 OQ1111                          STATION RECOVERY (2011)
 OQ1111
 OQ1111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1110 ***********************************************************************
 OQ1110  DESIGNATION -  I90 394.5
 OQ1110  PID         -  OQ1110
 OQ1110  STATE/COUNTY-  SD/MINNEHAHA
 OQ1110  COUNTRY     -  US
 OQ1110  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1110
 OQ1110                         *CURRENT SURVEY CONTROL
 OQ1110  ______________________________________________________________________
 OQ1110* NAD 83(1986) POSITION- 43 36 32.     (N) 096 48 32.     (W)   SCALED
 OQ1110* NAVD 88 ORTHO HEIGHT -   453.382 (meters)     1487.47  (feet) ADJUSTED
 OQ1110  ______________________________________________________________________
 OQ1110  GEOID HEIGHT    -        -26.263 (meters)                     GEOID18
 OQ1110  DYNAMIC HEIGHT  -        453.264 (meters)     1487.08  (feet) COMP
 OQ1110  MODELED GRAVITY -    980,343.9   (mgal)                       NAVD 88
 OQ1110
 OQ1110  VERT ORDER      -  FIRST     CLASS II
 OQ1110
 OQ1110.The horizontal coordinates were scaled from a map and have
 OQ1110.an estimated accuracy of +/- 6 seconds.
 OQ1110
 OQ1110.The orthometric height was determined by differential leveling and
 OQ1110.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1110.in September 1993.
 OQ1110
 OQ1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1110.GEOID18 height accuracy estimate available here.
 OQ1110
 OQ1110.Click photographs - Photos may exist for this station.
 OQ1110
 OQ1110.The dynamic height is computed by dividing the NAVD 88
 OQ1110.geopotential number by the normal gravity value computed on the
 OQ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1110.degrees latitude (g = 980.6199 gals.).
 OQ1110
 OQ1110.The modeled gravity was interpolated from observed gravity values.
 OQ1110
 OQ1110;                    North         East    Units  Estimated Accuracy
 OQ1110;SPC SD S     -   147,740.      884,420.      MT  (+/- 180 meters Scaled)
 OQ1110
 OQ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP768307(NAD 83)
 OQ1110
 OQ1110                          SUPERSEDED SURVEY CONTROL
 OQ1110
 OQ1110.No superseded survey control is available for this station.
 OQ1110
 OQ1110_MARKER: Z = SEE DESCRIPTION
 OQ1110_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1110_STAMPING: I90 394.5
 OQ1110_MARK LOGO: NGS
 OQ1110_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1110_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1110+STABILITY: POSITION/ELEVATION WELL
 OQ1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1110+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 OQ1110_ROD/PIPE-DEPTH: 6.4 meters
 OQ1110_SLEEVE-DEPTH  : 2.0 meters
 OQ1110
 OQ1110  HISTORY     - Date     Condition        Report By
 OQ1110  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1110  HISTORY     - 19910604 GOOD             NGS
 OQ1110  HISTORY     - 20110329 GOOD             INDIV
 OQ1110
 OQ1110                          STATION DESCRIPTION
 OQ1110
 OQ1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1110'3.2 KM (2.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1110'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1110'FALLS, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED
 OQ1110'TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 0.2 KM (0.1 MI) EAST OF
 OQ1110'OVERPASS NUMBER 50-160-166, 39.6 M (129.9 FT) NORTH OF THE CENTERLINE
 OQ1110'OF THE WESTBOUND LANES OF THE HIGHWAY, 20.6 M (67.6 FT) WEST OF THE
 OQ1110'MOST WESTERLY OF 5 BRACED FENCE POSTS, 0.6 M (2.0 FT) BELOW THE LEVEL
 OQ1110'OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 OQ1110'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1110'THROUGH A 4-INCH PVC SCREW CAP.
 OQ1110
 OQ1110                          STATION RECOVERY (2011)
 OQ1110
 OQ1110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1109 ***********************************************************************
 OQ1109  DESIGNATION -  I90 394.7
 OQ1109  PID         -  OQ1109
 OQ1109  STATE/COUNTY-  SD/MINNEHAHA
 OQ1109  COUNTRY     -  US
 OQ1109  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1109
 OQ1109                         *CURRENT SURVEY CONTROL
 OQ1109  ______________________________________________________________________
 OQ1109* NAD 83(1986) POSITION- 43 36 30.     (N) 096 48 15.     (W)   SCALED
 OQ1109* NAVD 88 ORTHO HEIGHT -   449.663 (meters)     1475.27  (feet) ADJUSTED
 OQ1109  ______________________________________________________________________
 OQ1109  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 OQ1109  DYNAMIC HEIGHT  -        449.546 (meters)     1474.89  (feet) COMP
 OQ1109  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 OQ1109
 OQ1109  VERT ORDER      -  FIRST     CLASS II
 OQ1109
 OQ1109.The horizontal coordinates were scaled from a map and have
 OQ1109.an estimated accuracy of +/- 6 seconds.
 OQ1109
 OQ1109.The orthometric height was determined by differential leveling and
 OQ1109.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1109.in September 1993.
 OQ1109
 OQ1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1109.GEOID18 height accuracy estimate available here.
 OQ1109
 OQ1109.Click photographs - Photos may exist for this station.
 OQ1109
 OQ1109.The dynamic height is computed by dividing the NAVD 88
 OQ1109.geopotential number by the normal gravity value computed on the
 OQ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1109.degrees latitude (g = 980.6199 gals.).
 OQ1109
 OQ1109.The modeled gravity was interpolated from observed gravity values.
 OQ1109
 OQ1109;                    North         East    Units  Estimated Accuracy
 OQ1109;SPC SD S     -   147,690.      884,800.      MT  (+/- 180 meters Scaled)
 OQ1109
 OQ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP772307(NAD 83)
 OQ1109
 OQ1109                          SUPERSEDED SURVEY CONTROL
 OQ1109
 OQ1109.No superseded survey control is available for this station.
 OQ1109
 OQ1109_MARKER: P = PIPE CAP
 OQ1109_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1109_STAMPING: I90 394.7
 OQ1109_MARK LOGO: NGS
 OQ1109_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1109_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1109+STABILITY: POSITION/ELEVATION WELL
 OQ1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1109+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1991
 OQ1109_ROD/PIPE-DEPTH: 6.4 meters
 OQ1109_SLEEVE-DEPTH  : 3.1 meters
 OQ1109
 OQ1109  HISTORY     - Date     Condition        Report By
 OQ1109  HISTORY     - 1981     MONUMENTED       SDDT
 OQ1109  HISTORY     - 19910602 GOOD             NGS
 OQ1109  HISTORY     - 20110329 POOR             INDIV
 OQ1109
 OQ1109                          STATION DESCRIPTION
 OQ1109
 OQ1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1109'2.8 KM (1.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1109'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1109'FALLS, 96.6 M (316.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 OQ1109'BRIDGE NUMBER 50-163-166, 33.0 M (108.3 FT) SOUTH OF THE CENTERLINE
 OQ1109'OF THE EASTBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT) WEST OF A
 OQ1109'UTILITY POLE, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3
 OQ1109'M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1109'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ1109'PVC SCREW CAP.
 OQ1109
 OQ1109                          STATION RECOVERY (2011)
 OQ1109
 OQ1109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1109'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1108 ***********************************************************************
 OQ1108  DESIGNATION -  I90 395.4
 OQ1108  PID         -  OQ1108
 OQ1108  STATE/COUNTY-  SD/MINNEHAHA
 OQ1108  COUNTRY     -  US
 OQ1108  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1108
 OQ1108                         *CURRENT SURVEY CONTROL
 OQ1108  ______________________________________________________________________
 OQ1108* NAD 83(1986) POSITION- 43 36 39.     (N) 096 47 31.     (W)   SCALED
 OQ1108* NAVD 88 ORTHO HEIGHT -   468.206 (meters)     1536.11  (feet) ADJUSTED
 OQ1108  ______________________________________________________________________
 OQ1108  GEOID HEIGHT    -        -26.268 (meters)                     GEOID18
 OQ1108  DYNAMIC HEIGHT  -        468.085 (meters)     1535.71  (feet) COMP
 OQ1108  MODELED GRAVITY -    980,345.7   (mgal)                       NAVD 88
 OQ1108
 OQ1108  VERT ORDER      -  FIRST     CLASS II
 OQ1108
 OQ1108.The horizontal coordinates were scaled from a map and have
 OQ1108.an estimated accuracy of +/- 6 seconds.
 OQ1108
 OQ1108.The orthometric height was determined by differential leveling and
 OQ1108.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1108.in September 1993.
 OQ1108
 OQ1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1108.GEOID18 height accuracy estimate available here.
 OQ1108
 OQ1108.Click photographs - Photos may exist for this station.
 OQ1108
 OQ1108.The dynamic height is computed by dividing the NAVD 88
 OQ1108.geopotential number by the normal gravity value computed on the
 OQ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1108.degrees latitude (g = 980.6199 gals.).
 OQ1108
 OQ1108.The modeled gravity was interpolated from observed gravity values.
 OQ1108
 OQ1108;                    North         East    Units  Estimated Accuracy
 OQ1108;SPC SD S     -   148,010.      885,780.      MT  (+/- 180 meters Scaled)
 OQ1108
 OQ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP781310(NAD 83)
 OQ1108
 OQ1108                          SUPERSEDED SURVEY CONTROL
 OQ1108
 OQ1108.No superseded survey control is available for this station.
 OQ1108
 OQ1108_MARKER: Z = SEE DESCRIPTION
 OQ1108_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1108_STAMPING: I90 395.4
 OQ1108_MARK LOGO: NGS
 OQ1108_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1108_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1108+STABILITY: POSITION/ELEVATION WELL
 OQ1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1108+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1991
 OQ1108_ROD/PIPE-DEPTH: 6.4 meters
 OQ1108_SLEEVE-DEPTH  : 2.0 meters
 OQ1108
 OQ1108  HISTORY     - Date     Condition        Report By
 OQ1108  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1108  HISTORY     - 19910602 GOOD             NGS
 OQ1108  HISTORY     - 20110224 MARK NOT FOUND   INDIV
 OQ1108
 OQ1108                          STATION DESCRIPTION
 OQ1108
 OQ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1108'1.8 KM (1.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1108'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1108'FALLS, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED
 OQ1108'TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 0.1 KM (0.1 MI) WEST OF
 OQ1108'OVERPASS NUMBER 50-170-164, 56.7 M (186.0 FT) WEST-SOUTHWEST OF A
 OQ1108'FENCE CORNER, 53.8 M (176.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 OQ1108'THE WESTBOUND LANES OF THE HIGHWAY, 51.6 M (169.3 FT) EAST-NORTHEAST
 OQ1108'OF A BRACED FENCE POST, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 OQ1108'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A WITNESS POST AND
 OQ1108'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ1108'AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1108
 OQ1108                          STATION RECOVERY (2011)
 OQ1108
 OQ1108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1022 ***********************************************************************
 OQ1022  DESIGNATION -  I90 396.2
 OQ1022  PID         -  OQ1022
 OQ1022  STATE/COUNTY-  SD/MINNEHAHA
 OQ1022  COUNTRY     -  US
 OQ1022  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1022
 OQ1022                         *CURRENT SURVEY CONTROL
 OQ1022  ______________________________________________________________________
 OQ1022* NAD 83(1986) POSITION- 43 36 46.     (N) 096 46 33.     (W)   SCALED
 OQ1022* NAVD 88 ORTHO HEIGHT -   457.704 (meters)     1501.65  (feet) ADJUSTED
 OQ1022  ______________________________________________________________________
 OQ1022  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 OQ1022  DYNAMIC HEIGHT  -        457.585 (meters)     1501.26  (feet) COMP
 OQ1022  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 OQ1022
 OQ1022  VERT ORDER      -  FIRST     CLASS II
 OQ1022
 OQ1022.The horizontal coordinates were scaled from a map and have
 OQ1022.an estimated accuracy of +/- 6 seconds.
 OQ1022
 OQ1022.The orthometric height was determined by differential leveling and
 OQ1022.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1022.in June 1991.
 OQ1022
 OQ1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1022.GEOID18 height accuracy estimate available here.
 OQ1022
 OQ1022.Click photographs - Photos may exist for this station.
 OQ1022
 OQ1022.The dynamic height is computed by dividing the NAVD 88
 OQ1022.geopotential number by the normal gravity value computed on the
 OQ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1022.degrees latitude (g = 980.6199 gals.).
 OQ1022
 OQ1022.The modeled gravity was interpolated from observed gravity values.
 OQ1022
 OQ1022;                    North         East    Units  Estimated Accuracy
 OQ1022;SPC SD S     -   148,280.      887,070.      MT  (+/- 180 meters Scaled)
 OQ1022
 OQ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP794312(NAD 83)
 OQ1022
 OQ1022                          SUPERSEDED SURVEY CONTROL
 OQ1022
 OQ1022.No superseded survey control is available for this station.
 OQ1022
 OQ1022_MARKER: P = PIPE CAP
 OQ1022_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1022_STAMPING: I90 396.2
 OQ1022_MARK LOGO: NGS
 OQ1022_PROJECTION: FLUSH
 OQ1022_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1022+STABILITY: POSITION/ELEVATION WELL
 OQ1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1022+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1991
 OQ1022_ROD/PIPE-DEPTH: 6.4 meters
 OQ1022_SLEEVE-DEPTH  : 3.1 meters
 OQ1022
 OQ1022  HISTORY     - Date     Condition        Report By
 OQ1022  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1022  HISTORY     - 19900604 GOOD             NGS
 OQ1022  HISTORY     - 19910526 GOOD             NGS
 OQ1022
 OQ1022                          STATION DESCRIPTION
 OQ1022
 OQ1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1022'0.4 KM (0.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 (EXIT 396) FROM
 OQ1022'ITS JUNCTION WITH INTERSTATE HIGHWAY 29 (EXIT 84) AT THE NORTHWEST
 OQ1022'EDGE OF SIOUX FALLS, AN IRON PIPE CAP ATTACHED TO A 1-1/2 INCH IRON
 OQ1022'PIPE, 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES
 OQ1022'OF THE HIGHWAY, 1.5 M (4.9 FT) EAST OF THE MOST EASTERLY OF 2 LEGS AT
 OQ1022'THE NORTH END OF AN OVERHEAD HIGHWAY INFORMATION SIGN, 0.4 M (1.3 FT)
 OQ1022'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OQ1022'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 3-INCH PCV
 OQ1022'SCREW CAP.  THERE IS NO STAMPING ON THE MONUMENT.  THE PIPE DEPTH IS
 OQ1022'UNKNOWN.
 OQ1022
 OQ1022                          STATION RECOVERY (1991)
 OQ1022
 OQ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1022'0.4 KM (0.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1022'INTERSECTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1022'FALLS, 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES
 OQ1022'OF THE HIGHWAY, 1.5 M (4.9 FT) EAST OF THE NORTHEAST LEG OF AN
 OQ1022'OVERHEAD HIGHWAY INFORMATION SIGN, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OQ1022'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OQ1022'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1022'THROUGH A 4-INCH PVC SCREW CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1021 ***********************************************************************
 OQ1021  DESIGNATION -  I90 396.8
 OQ1021  PID         -  OQ1021
 OQ1021  STATE/COUNTY-  SD/MINNEHAHA
 OQ1021  COUNTRY     -  US
 OQ1021  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1021
 OQ1021                         *CURRENT SURVEY CONTROL
 OQ1021  ______________________________________________________________________
 OQ1021* NAD 83(1986) POSITION- 43 37 01.     (N) 096 45 55.     (W)   SCALED
 OQ1021* NAVD 88 ORTHO HEIGHT -   458.224 (meters)     1503.36  (feet) ADJUSTED
 OQ1021  ______________________________________________________________________
 OQ1021  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 OQ1021  DYNAMIC HEIGHT  -        458.107 (meters)     1502.97  (feet) COMP
 OQ1021  MODELED GRAVITY -    980,348.8   (mgal)                       NAVD 88
 OQ1021
 OQ1021  VERT ORDER      -  FIRST     CLASS II
 OQ1021
 OQ1021.The horizontal coordinates were scaled from a map and have
 OQ1021.an estimated accuracy of +/- 6 seconds.
 OQ1021
 OQ1021.The orthometric height was determined by differential leveling and
 OQ1021.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1021.in September 1993.
 OQ1021
 OQ1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1021.GEOID18 height accuracy estimate available here.
 OQ1021
 OQ1021.Click photographs - Photos may exist for this station.
 OQ1021
 OQ1021.The dynamic height is computed by dividing the NAVD 88
 OQ1021.geopotential number by the normal gravity value computed on the
 OQ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1021.degrees latitude (g = 980.6199 gals.).
 OQ1021
 OQ1021.The modeled gravity was interpolated from observed gravity values.
 OQ1021
 OQ1021;                    North         East    Units  Estimated Accuracy
 OQ1021;SPC SD S     -   148,780.      887,900.      MT  (+/- 180 meters Scaled)
 OQ1021
 OQ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP803317(NAD 83)
 OQ1021
 OQ1021                          SUPERSEDED SURVEY CONTROL
 OQ1021
 OQ1021  NAVD 88 (06/15/91)  458.219  (m)         1503.34   (f) SUPERSEDED  1 2
 OQ1021
 OQ1021.Superseded values are not recommended for survey control.
 OQ1021
 OQ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1021.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1021
 OQ1021_MARKER: P = PIPE CAP
 OQ1021_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1021_STAMPING: I90 396.8
 OQ1021_MARK LOGO: NGS
 OQ1021_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1021_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1021+STABILITY: POSITION/ELEVATION WELL
 OQ1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1021+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1991
 OQ1021_ROD/PIPE-DEPTH: 6.4 meters
 OQ1021_SLEEVE-DEPTH  : 3.1 meters
 OQ1021
 OQ1021  HISTORY     - Date     Condition        Report By
 OQ1021  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1021  HISTORY     - 19900523 GOOD             NGS
 OQ1021  HISTORY     - 19910526 GOOD             NGS
 OQ1021  HISTORY     - 20110330 POOR             INDIV
 OQ1021
 OQ1021                          STATION DESCRIPTION
 OQ1021
 OQ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1021'0.4 KM (0.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 (EXIT 396) FROM
 OQ1021'ITS JUNCTION WITH INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF
 OQ1021'SIOUX FALLS, AN IRON PIPE CAP ATTACHED TO A 1-1/2 INCH IRON PIPE,
 OQ1021'11.8 M (38.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OQ1021'THE HIGHWAY, 5.0 M (16.4 FT) NORTH OF THE CENTER OF AN OFF RAMP (EXIT
 OQ1021'396B), 1.9 M (6.2 FT) NORTHWEST OF THE MOST WESTERLY OF 2 LEGS AT THE
 OQ1021'NORTH END OF AN OVERHEAD HIGHWAY INFORMATION SIGN, 0.3 M (1.0 FT)
 OQ1021'BELOW THE LEVEL OF THE HIGHWAY, AND 0.25 M (0.82 FT) SOUTH OF A
 OQ1021'WITNESS POST.  NOTE--ACCESS TO THE CAP IS THROUGH A 3-INCH PVC SCREW
 OQ1021'CAP.  THERE IS NO STAMPING ON THE MONUMENT.  THE PIPE DEPTH IS
 OQ1021'UNKNOWN.
 OQ1021
 OQ1021                          STATION RECOVERY (1991)
 OQ1021
 OQ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1021'0.4 KM (0.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1021'OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX FALLS, 11.8 M
 OQ1021'(38.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ1021'HIGHWAY, 5.0 M (16.4 FT) NORTH OF THE CENTER OF THE WESTBOUND OFF
 OQ1021'RAMP (EXIT 396B), 1.9 M (6.2 FT) WEST OF THE NORTHWEST LEG OF AN
 OQ1021'OVERHEAD HIGHWAY INFORMATION SIGN, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 OQ1021'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OQ1021'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OQ1021'THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1021
 OQ1021                          STATION RECOVERY (2011)
 OQ1021
 OQ1021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1021'CONCRETE COLLAR GONE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1107 ***********************************************************************
 OQ1107  DESIGNATION -  I90 397.5
 OQ1107  PID         -  OQ1107
 OQ1107  STATE/COUNTY-  SD/MINNEHAHA
 OQ1107  COUNTRY     -  US
 OQ1107  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1107
 OQ1107                         *CURRENT SURVEY CONTROL
 OQ1107  ______________________________________________________________________
 OQ1107* NAD 83(1986) POSITION- 43 36 42.     (N) 096 45 03.     (W)   SCALED
 OQ1107* NAVD 88 ORTHO HEIGHT -   449.221 (meters)     1473.82  (feet) ADJUSTED
 OQ1107  ______________________________________________________________________
 OQ1107  GEOID HEIGHT    -        -26.287 (meters)                     GEOID18
 OQ1107  DYNAMIC HEIGHT  -        449.106 (meters)     1473.44  (feet) COMP
 OQ1107  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 OQ1107
 OQ1107  VERT ORDER      -  FIRST     CLASS II
 OQ1107
 OQ1107.The horizontal coordinates were scaled from a map and have
 OQ1107.an estimated accuracy of +/- 6 seconds.
 OQ1107
 OQ1107.The orthometric height was determined by differential leveling and
 OQ1107.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1107.in September 1993.
 OQ1107
 OQ1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1107.GEOID18 height accuracy estimate available here.
 OQ1107
 OQ1107.Click photographs - Photos may exist for this station.
 OQ1107
 OQ1107.The dynamic height is computed by dividing the NAVD 88
 OQ1107.geopotential number by the normal gravity value computed on the
 OQ1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1107.degrees latitude (g = 980.6199 gals.).
 OQ1107
 OQ1107.The modeled gravity was interpolated from observed gravity values.
 OQ1107
 OQ1107;                    North         East    Units  Estimated Accuracy
 OQ1107;SPC SD S     -   148,250.      889,090.      MT  (+/- 180 meters Scaled)
 OQ1107
 OQ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP814312(NAD 83)
 OQ1107
 OQ1107                          SUPERSEDED SURVEY CONTROL
 OQ1107
 OQ1107.No superseded survey control is available for this station.
 OQ1107
 OQ1107_MARKER: Z = SEE DESCRIPTION
 OQ1107_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1107_STAMPING: I90 397.5
 OQ1107_MARK LOGO: NGS
 OQ1107_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1107_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1107+STABILITY: POSITION/ELEVATION WELL
 OQ1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1107+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1991
 OQ1107_ROD/PIPE-DEPTH: 6.4 meters
 OQ1107_SLEEVE-DEPTH  : 2.0 meters
 OQ1107
 OQ1107  HISTORY     - Date     Condition        Report By
 OQ1107  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1107  HISTORY     - 19910526 GOOD             NGS
 OQ1107  HISTORY     - 20110224 MARK NOT FOUND   INDIV
 OQ1107
 OQ1107                          STATION DESCRIPTION
 OQ1107
 OQ1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1107'5.0 KM (3.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1107'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, A
 OQ1107'STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1107'1/2-INCH GALVANIZED STEEL PIPE, 124.0 M (406.8 FT) EAST OF THE
 OQ1107'NORTHEAST CORNER OF HIGHWAY BRIDGE NUMBER 50-193-163 SPANNING THE
 OQ1107'BURLINGTON NORTHERN RAILROAD, 50.4 M (165.4 FT) NORTH OF AND LEVEL
 OQ1107'WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 41.2 M
 OQ1107'(135.2 FT) EAST OF A T-FENCE CORNER AT THE SOUTHEAST CORNER OF A
 OQ1107'CEMETERY, 1.3 M (4.3 FT) SOUTH OF THE FENCE, AND 0.4 M (1.3 FT) SOUTH
 OQ1107'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1107'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1107
 OQ1107                          STATION RECOVERY (2011)
 OQ1107
 OQ1107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1106 ***********************************************************************
 OQ1106  DESIGNATION -  I90 399.0
 OQ1106  PID         -  OQ1106
 OQ1106  STATE/COUNTY-  SD/MINNEHAHA
 OQ1106  COUNTRY     -  US
 OQ1106  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1106
 OQ1106                         *CURRENT SURVEY CONTROL
 OQ1106  ______________________________________________________________________
 OQ1106* NAD 83(1986) POSITION- 43 36 21.     (N) 096 43 23.     (W)   SCALED
 OQ1106* NAVD 88 ORTHO HEIGHT -   434.973 (meters)     1427.07  (feet) ADJUSTED
 OQ1106  ______________________________________________________________________
 OQ1106  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 OQ1106  DYNAMIC HEIGHT  -        434.862 (meters)     1426.71  (feet) COMP
 OQ1106  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 OQ1106
 OQ1106  VERT ORDER      -  FIRST     CLASS II
 OQ1106
 OQ1106.The horizontal coordinates were scaled from a map and have
 OQ1106.an estimated accuracy of +/- 6 seconds.
 OQ1106
 OQ1106.The orthometric height was determined by differential leveling and
 OQ1106.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1106.in September 1993.
 OQ1106
 OQ1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1106.GEOID18 height accuracy estimate available here.
 OQ1106
 OQ1106.Click photographs - Photos may exist for this station.
 OQ1106
 OQ1106.The dynamic height is computed by dividing the NAVD 88
 OQ1106.geopotential number by the normal gravity value computed on the
 OQ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1106.degrees latitude (g = 980.6199 gals.).
 OQ1106
 OQ1106.The modeled gravity was interpolated from observed gravity values.
 OQ1106
 OQ1106;                    North         East    Units  Estimated Accuracy
 OQ1106;SPC SD S     -   147,700.      891,360.      MT  (+/- 180 meters Scaled)
 OQ1106
 OQ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP837306(NAD 83)
 OQ1106
 OQ1106                          SUPERSEDED SURVEY CONTROL
 OQ1106
 OQ1106.No superseded survey control is available for this station.
 OQ1106
 OQ1106_MARKER: Z = SEE DESCRIPTION
 OQ1106_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1106_STAMPING: I90 399.0
 OQ1106_MARK LOGO: NGS
 OQ1106_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ1106_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1106+STABILITY: POSITION/ELEVATION WELL
 OQ1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1106+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 OQ1106_ROD/PIPE-DEPTH: 6.4 meters
 OQ1106_SLEEVE-DEPTH  : 2.0 meters
 OQ1106
 OQ1106  HISTORY     - Date     Condition        Report By
 OQ1106  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1106  HISTORY     - 19910526 GOOD             NGS
 OQ1106  HISTORY     - 20110329 GOOD             INDIV
 OQ1106
 OQ1106                          STATION DESCRIPTION
 OQ1106
 OQ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1106'2.6 KM (1.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1106'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, A
 OQ1106'STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1106'1/2-INCH GALVANIZED STEEL PIPE, 0.4 KM (0.2 MI) EAST OF THE EAST END
 OQ1106'OF HIGHWAY BRIDGE NUMBER 50-201-166 SPANNING THE CHICAGO MILWAUKEE
 OQ1106'SAINT PAUL AND PACIFIC RAILROAD, 78.5 M (257.5 FT) EAST OF MILEPOST
 OQ1106'399, 32.3 M (106.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 OQ1106'OF THE HIGHWAY, 26.2 M (86.0 FT) WEST OF A CHAIN-LINK FENCE CORNER,
 OQ1106'26.2 M (86.0 FT) EAST-SOUTHEAST OF THE SOUTH LEG OF A HIGHWAY
 OQ1106'INFORMATION SIGN (FOOD EXIT 399), 3.0 M (9.8 FT) BELOW THE LEVEL OF
 OQ1106'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1106'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 OQ1106'THROUGH A 4-INCH PVC SCREW CAP.
 OQ1106
 OQ1106                          STATION RECOVERY (2011)
 OQ1106
 OQ1106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1105 ***********************************************************************
 OQ1105  DESIGNATION -  I90 399.6
 OQ1105  PID         -  OQ1105
 OQ1105  STATE/COUNTY-  SD/MINNEHAHA
 OQ1105  COUNTRY     -  US
 OQ1105  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1105
 OQ1105                         *CURRENT SURVEY CONTROL
 OQ1105  ______________________________________________________________________
 OQ1105* NAD 83(1986) POSITION- 43 36 22.83   (N) 096 42 33.46   (W)   HD_HELD1
 OQ1105* NAVD 88 ORTHO HEIGHT -   440.082 (meters)     1443.84  (feet) ADJUSTED
 OQ1105  ______________________________________________________________________
 OQ1105  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 OQ1105  DYNAMIC HEIGHT  -        439.970 (meters)     1443.47  (feet) COMP
 OQ1105  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 OQ1105
 OQ1105  VERT ORDER      -  FIRST     CLASS II
 OQ1105
 OQ1105.The horizontal coordinates were determined by differentially corrected
 OQ1105.hand held GPS observations or other comparable positioning techniques
 OQ1105.and have an estimated accuracy of +/- 3 meters.
 OQ1105
 OQ1105.The orthometric height was determined by differential leveling and
 OQ1105.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1105.in September 1993.
 OQ1105
 OQ1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1105.GEOID18 height accuracy estimate available here.
 OQ1105
 OQ1105.Click photographs - Photos may exist for this station.
 OQ1105
 OQ1105.The dynamic height is computed by dividing the NAVD 88
 OQ1105.geopotential number by the normal gravity value computed on the
 OQ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1105.degrees latitude (g = 980.6199 gals.).
 OQ1105
 OQ1105.The modeled gravity was interpolated from observed gravity values.
 OQ1105
 OQ1105;                    North         East    Units  Estimated Accuracy
 OQ1105;SPC SD S     -   147,801.7     892,465.2     MT  (+/- 3 meters HH1 GPS) 
 OQ1105
 OQ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8486730701(NAD 83)
 OQ1105
 OQ1105                          SUPERSEDED SURVEY CONTROL
 OQ1105
 OQ1105.No superseded survey control is available for this station.
 OQ1105
 OQ1105_MARKER: P = PIPE CAP
 OQ1105_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1105_STAMPING: I90 399.6
 OQ1105_MARK LOGO: NGS
 OQ1105_PROJECTION: RECESSED 5 CENTIMETERS
 OQ1105_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1105+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2016
 OQ1105_ROD/PIPE-DEPTH: 6.4 meters
 OQ1105_SLEEVE-DEPTH  : 2.0 meters
 OQ1105
 OQ1105  HISTORY     - Date     Condition        Report By
 OQ1105  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1105  HISTORY     - 19910526 GOOD             NGS
 OQ1105  HISTORY     - 20090308 GOOD             GEOCAC
 OQ1105  HISTORY     - 20110330 GOOD             INDIV
 OQ1105  HISTORY     - 20160228 GOOD             MNDT
 OQ1105
 OQ1105                          STATION DESCRIPTION
 OQ1105
 OQ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1105'1.5 KM (0.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1105'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, A
 OQ1105'STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1105'1/2-INCH GALVANIZED STEEL PIPE, 0.1 KM (0.1 MI) EAST OF THE EAST END
 OQ1105'OF OVERPASS NUMBER 50-210-167 SPANNING STATE HIGHWAY 115, NEAR THE
 OQ1105'EAST END OF A TRUCK PARKING AREA FOR THE FRONTIER VILLAGE TRUCK STOP,
 OQ1105'62.5 M (205.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OQ1105'THE HIGHWAY, 29.2 M (95.8 FT) NORTH OF AND LEVEL WITH THE CENTER OF
 OQ1105'THE WESTBOUND OFF RAMP (EXIT 399), 6.0 M (19.7 FT) WEST OF THE EAST
 OQ1105'END OF A FENCE, 5.0 M (16.4 FT) SOUTH OF A STATUE, 3.4 M (11.2 FT)
 OQ1105'SOUTHWEST OF A FLAG POLE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 OQ1105'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1105'CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1105
 OQ1105                          STATION RECOVERY (2009)
 OQ1105
 OQ1105'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ1105'THE AREA HAS GONE THROUGH MANY CHANGES. THE FRONTIER VILLAGE TRUCK
 OQ1105'STOP NO LONGER EXISTS. THE STATUE AND THE FLAG POLE NO LONGER EXIST.
 OQ1105'THE AREA NORTH OF THE DATUM POINT IS NOW A VACANT LOT WITH NO
 OQ1105'BUILDINGS OR STRUCTURES. THERE IS STILL AN ORANGE WITNESS POST WITH
 OQ1105'OQ1105 WRITTEN ON IT. LOCATED APPROX. 1 FOOT NORTH OF THE DATUM POINT.
 OQ1105'
 OQ1105
 OQ1105                          STATION RECOVERY (2011)
 OQ1105
 OQ1105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1105'RECOVERED IN GOOD CONDITION.
 OQ1105
 OQ1105                          STATION RECOVERY (2016)
 OQ1105
 OQ1105'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 OQ1105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1104 ***********************************************************************
 OQ1104  DESIGNATION -  I90 400.4
 OQ1104  PID         -  OQ1104
 OQ1104  STATE/COUNTY-  SD/MINNEHAHA
 OQ1104  COUNTRY     -  US
 OQ1104  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1104
 OQ1104                         *CURRENT SURVEY CONTROL
 OQ1104  ______________________________________________________________________
 OQ1104* NAD 83(1986) POSITION- 43 36 26.91   (N) 096 41 41.43   (W)   HD_HELD1
 OQ1104* NAVD 88 ORTHO HEIGHT -   443.529 (meters)     1455.14  (feet) ADJUSTED
 OQ1104  ______________________________________________________________________
 OQ1104  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 OQ1104  DYNAMIC HEIGHT  -        443.417 (meters)     1454.78  (feet) COMP
 OQ1104  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 OQ1104
 OQ1104  VERT ORDER      -  FIRST     CLASS II
 OQ1104
 OQ1104.The horizontal coordinates were determined by differentially corrected
 OQ1104.hand held GPS observations or other comparable positioning techniques
 OQ1104.and have an estimated accuracy of +/- 3 meters.
 OQ1104
 OQ1104.The orthometric height was determined by differential leveling and
 OQ1104.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1104.in September 1993.
 OQ1104
 OQ1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1104.GEOID18 height accuracy estimate available here.
 OQ1104
 OQ1104.Click photographs - Photos may exist for this station.
 OQ1104
 OQ1104.The dynamic height is computed by dividing the NAVD 88
 OQ1104.geopotential number by the normal gravity value computed on the
 OQ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1104.degrees latitude (g = 980.6199 gals.).
 OQ1104
 OQ1104.The modeled gravity was interpolated from observed gravity values.
 OQ1104
 OQ1104;                    North         East    Units  Estimated Accuracy
 OQ1104;SPC SD S     -   147,978.5     893,625.3     MT  (+/- 3 meters HH1 GPS) 
 OQ1104
 OQ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8603030859(NAD 83)
 OQ1104
 OQ1104                          SUPERSEDED SURVEY CONTROL
 OQ1104
 OQ1104.No superseded survey control is available for this station.
 OQ1104
 OQ1104_MARKER: P = PIPE CAP
 OQ1104_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1104_STAMPING: I90 400.4
 OQ1104_MARK LOGO: NGS
 OQ1104_PROJECTION: RECESSED 5 CENTIMETERS
 OQ1104_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1104+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2016
 OQ1104_ROD/PIPE-DEPTH: 6.4 meters
 OQ1104_SLEEVE-DEPTH  : 2.0 meters
 OQ1104
 OQ1104  HISTORY     - Date     Condition        Report By
 OQ1104  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1104  HISTORY     - 19910526 GOOD             NGS
 OQ1104  HISTORY     - 20110330 GOOD             INDIV
 OQ1104  HISTORY     - 20160328 GOOD             MNDT
 OQ1104
 OQ1104                          STATION DESCRIPTION
 OQ1104
 OQ1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1104'0.3 KM (0.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1104'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, A
 OQ1104'STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1104'1/2-INCH GALVANIZED STEEL PIPE, 115.0 M (377.3 FT) NORTH OF THE
 OQ1104'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 90.5 M (296.9 FT)
 OQ1104'SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2 BRACED FENCE POSTS, 14.2 M
 OQ1104'(46.6 FT) NORTHEAST OF THE MOST NORTHEASTERLY OF 2 BRACED FENCE
 OQ1104'POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 OQ1104'(1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1104'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 OQ1104'PVC SCREW CAP.
 OQ1104
 OQ1104                          STATION RECOVERY (2011)
 OQ1104
 OQ1104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1104'RECOVERED IN GOOD CONDITION.
 OQ1104
 OQ1104                          STATION RECOVERY (2016)
 OQ1104
 OQ1104'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 OQ1104'FLANGE ENCASED PIPE CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1103 ***********************************************************************
 OQ1103  DESIGNATION -  I90 401.7
 OQ1103  PID         -  OQ1103
 OQ1103  STATE/COUNTY-  SD/MINNEHAHA
 OQ1103  COUNTRY     -  US
 OQ1103  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1103
 OQ1103                         *CURRENT SURVEY CONTROL
 OQ1103  ______________________________________________________________________
 OQ1103* NAD 83(1986) POSITION- 43 36 30.     (N) 096 40 11.     (W)   SCALED
 OQ1103* NAVD 88 ORTHO HEIGHT -   411.078 (meters)     1348.68  (feet) ADJUSTED
 OQ1103  ______________________________________________________________________
 OQ1103  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 OQ1103  DYNAMIC HEIGHT  -        410.974 (meters)     1348.34  (feet) COMP
 OQ1103  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 OQ1103
 OQ1103  VERT ORDER      -  FIRST     CLASS II
 OQ1103
 OQ1103.The horizontal coordinates were scaled from a map and have
 OQ1103.an estimated accuracy of +/- 6 seconds.
 OQ1103
 OQ1103.The orthometric height was determined by differential leveling and
 OQ1103.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1103.in September 1993.
 OQ1103
 OQ1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1103.GEOID18 height accuracy estimate available here.
 OQ1103
 OQ1103.Click photographs - Photos may exist for this station.
 OQ1103
 OQ1103.The dynamic height is computed by dividing the NAVD 88
 OQ1103.geopotential number by the normal gravity value computed on the
 OQ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1103.degrees latitude (g = 980.6199 gals.).
 OQ1103
 OQ1103.The modeled gravity was interpolated from observed gravity values.
 OQ1103
 OQ1103;                    North         East    Units  Estimated Accuracy
 OQ1103;SPC SD S     -   148,160.      895,650.      MT  (+/- 180 meters Scaled)
 OQ1103
 OQ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP880310(NAD 83)
 OQ1103
 OQ1103                          SUPERSEDED SURVEY CONTROL
 OQ1103
 OQ1103.No superseded survey control is available for this station.
 OQ1103
 OQ1103_MARKER: Z = SEE DESCRIPTION
 OQ1103_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1103_STAMPING: I90 401.7
 OQ1103_MARK LOGO: NGS
 OQ1103_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1103_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1103+STABILITY: POSITION/ELEVATION WELL
 OQ1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1103+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1103_ROD/PIPE-DEPTH: 6.4 meters
 OQ1103_SLEEVE-DEPTH  : 2.0 meters
 OQ1103
 OQ1103  HISTORY     - Date     Condition        Report By
 OQ1103  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1103  HISTORY     - 19910526 GOOD             NGS
 OQ1103  HISTORY     - 20110224 GOOD             INDIV
 OQ1103
 OQ1103                          STATION DESCRIPTION
 OQ1103
 OQ1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1103'1.7 KM (1.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1103'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, A
 OQ1103'STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1103'1/2-INCH GALVANIZED STEEL PIPE, 70.2 M (230.3 FT) NORTHEAST OF THE
 OQ1103'NORTHEAST CORNER OF BRIDGE NUMBER 50-230-165, 39.5 M (129.6 FT) EAST
 OQ1103'OF A FENCE CORNER, 32.4 M (106.3 FT) NORTH OF AND LEVEL WITH THE
 OQ1103'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.0 M (19.7 FT)
 OQ1103'WEST OF THE SOUTH LEG OF A BILLBOARD, AND 0.4 M (1.3 FT) SOUTH OF A
 OQ1103'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1103'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.  THE
 OQ1103'STAINLESS STEEL BALL HAS BEEN SMASHED FLAT.
 OQ1103
 OQ1103                          STATION RECOVERY (2011)
 OQ1103
 OQ1103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1102 ***********************************************************************
 OQ1102  DESIGNATION -  I90 402.4
 OQ1102  PID         -  OQ1102
 OQ1102  STATE/COUNTY-  SD/MINNEHAHA
 OQ1102  COUNTRY     -  US
 OQ1102  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1102
 OQ1102                         *CURRENT SURVEY CONTROL
 OQ1102  ______________________________________________________________________
 OQ1102* NAD 83(1986) POSITION- 43 36 31.     (N) 096 39 18.     (W)   SCALED
 OQ1102* NAVD 88 ORTHO HEIGHT -   413.349 (meters)     1356.13  (feet) ADJUSTED
 OQ1102  ______________________________________________________________________
 OQ1102  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 OQ1102  DYNAMIC HEIGHT  -        413.245 (meters)     1355.79  (feet) COMP
 OQ1102  MODELED GRAVITY -    980,355.1   (mgal)                       NAVD 88
 OQ1102
 OQ1102  VERT ORDER      -  FIRST     CLASS II
 OQ1102
 OQ1102.The horizontal coordinates were scaled from a map and have
 OQ1102.an estimated accuracy of +/- 6 seconds.
 OQ1102
 OQ1102.The orthometric height was determined by differential leveling and
 OQ1102.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1102.in September 1993.
 OQ1102
 OQ1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1102.GEOID18 height accuracy estimate available here.
 OQ1102
 OQ1102.Click photographs - Photos may exist for this station.
 OQ1102
 OQ1102.The dynamic height is computed by dividing the NAVD 88
 OQ1102.geopotential number by the normal gravity value computed on the
 OQ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1102.degrees latitude (g = 980.6199 gals.).
 OQ1102
 OQ1102.The modeled gravity was interpolated from observed gravity values.
 OQ1102
 OQ1102;                    North         East    Units  Estimated Accuracy
 OQ1102;SPC SD S     -   148,250.      896,830.      MT  (+/- 180 meters Scaled)
 OQ1102
 OQ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP892310(NAD 83)
 OQ1102
 OQ1102                          SUPERSEDED SURVEY CONTROL
 OQ1102
 OQ1102.No superseded survey control is available for this station.
 OQ1102
 OQ1102_MARKER: Z = SEE DESCRIPTION
 OQ1102_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1102_STAMPING: I90 402.4
 OQ1102_MARK LOGO: NGS
 OQ1102_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1102_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1102+STABILITY: POSITION/ELEVATION WELL
 OQ1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1102+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 OQ1102_ROD/PIPE-DEPTH: 6.4 meters
 OQ1102_SLEEVE-DEPTH  : 2.0 meters
 OQ1102
 OQ1102  HISTORY     - Date     Condition        Report By
 OQ1102  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1102  HISTORY     - 19910526 GOOD             NGS
 OQ1102  HISTORY     - 20100423 GOOD             INDIV
 OQ1102  HISTORY     - 20110301 GOOD             INDIV
 OQ1102
 OQ1102                          STATION DESCRIPTION
 OQ1102
 OQ1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1102'2.9 KM (1.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1102'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, A
 OQ1102'STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED TO A 1
 OQ1102'1/2-INCH GALVANIZED STEEL PIPE, 0.3 KM (0.2 MI) WEST OF OVERPASS
 OQ1102'NUMBER 50-240-165 (EXIT 402), 48.5 M (159.1 FT) EAST-NORTHEAST OF A
 OQ1102'FENCE CORNER, 44.5 M (146.0 FT) NORTH OF THE CENTERLINE OF THE
 OQ1102'WESTBOUND LANES OF THE HIGHWAY, 29.6 M (97.1 FT) NORTH-NORTHWEST OF
 OQ1102'THE CENTER OF THE WESTBOUND ON RAMP, 0.4 M (1.3 FT) SOUTH OF A
 OQ1102'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OQ1102'HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 OQ1102'AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1102
 OQ1102                          STATION RECOVERY (2010)
 OQ1102
 OQ1102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JHC)
 OQ1102'RECOVERED AS DESCRIBED.
 OQ1102
 OQ1102                          STATION RECOVERY (2011)
 OQ1102
 OQ1102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1099 ***********************************************************************
 OQ1099  DESIGNATION -  I90 405.0
 OQ1099  PID         -  OQ1099
 OQ1099  STATE/COUNTY-  SD/MINNEHAHA
 OQ1099  COUNTRY     -  US
 OQ1099  USGS QUAD   -  BRANDON (2017)
 OQ1099
 OQ1099                         *CURRENT SURVEY CONTROL
 OQ1099  ______________________________________________________________________
 OQ1099* NAD 83(1986) POSITION- 43 36 35.     (N) 096 36 11.     (W)   SCALED
 OQ1099* NAVD 88 ORTHO HEIGHT -   411.636 (meters)     1350.51  (feet) ADJUSTED
 OQ1099  ______________________________________________________________________
 OQ1099  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 OQ1099  DYNAMIC HEIGHT  -        411.533 (meters)     1350.17  (feet) COMP
 OQ1099  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 OQ1099
 OQ1099  VERT ORDER      -  FIRST     CLASS II
 OQ1099
 OQ1099.The horizontal coordinates were scaled from a map and have
 OQ1099.an estimated accuracy of +/- 6 seconds.
 OQ1099
 OQ1099.The orthometric height was determined by differential leveling and
 OQ1099.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1099.in September 1993.
 OQ1099
 OQ1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1099.GEOID18 height accuracy estimate available here.
 OQ1099
 OQ1099.Click photographs - Photos may exist for this station.
 OQ1099
 OQ1099.The dynamic height is computed by dividing the NAVD 88
 OQ1099.geopotential number by the normal gravity value computed on the
 OQ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1099.degrees latitude (g = 980.6199 gals.).
 OQ1099
 OQ1099.The modeled gravity was interpolated from observed gravity values.
 OQ1099
 OQ1099;                    North         East    Units  Estimated Accuracy
 OQ1099;SPC SD S     -   148,560.      901,020.      MT  (+/- 180 meters Scaled)
 OQ1099
 OQ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP934313(NAD 83)
 OQ1099
 OQ1099                          SUPERSEDED SURVEY CONTROL
 OQ1099
 OQ1099.No superseded survey control is available for this station.
 OQ1099
 OQ1099_MARKER: P = PIPE CAP
 OQ1099_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1099_STAMPING: I90 405.0
 OQ1099_MARK LOGO: NGS
 OQ1099_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1099_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1099+STABILITY: POSITION/ELEVATION WELL
 OQ1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1099+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ1099_ROD/PIPE-DEPTH: 5.5 meters
 OQ1099_SLEEVE-DEPTH  : 3.1 meters
 OQ1099
 OQ1099  HISTORY     - Date     Condition        Report By
 OQ1099  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1099  HISTORY     - 19910526 GOOD             NGS
 OQ1099  HISTORY     - 20110224 GOOD             INDIV
 OQ1099
 OQ1099                          STATION DESCRIPTION
 OQ1099
 OQ1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1099'7.1 KM (4.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1099'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, 0.2
 OQ1099'KM (0.1 MI) WEST OF CULVERT NUMBER 50-266-165, 31.7 M (104.0 FT)
 OQ1099'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ1099'HIGHWAY, 23.7 M (77.8 FT) NORTHEAST OF MILEPOST 405, 20.2 M
 OQ1099'(66.3 FT) WEST OF THE SOUTH LEG OF A BILLBOARD, 0.8 M (2.6 FT) SOUTH
 OQ1099'OF A FENCE, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS
 OQ1099'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A
 OQ1099'4-INCH PVC SCREW CAP.
 OQ1099
 OQ1099                          STATION RECOVERY (2011)
 OQ1099
 OQ1099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1098 ***********************************************************************
 OQ1098  DESIGNATION -  I90 406.4
 OQ1098  PID         -  OQ1098
 OQ1098  STATE/COUNTY-  SD/MINNEHAHA
 OQ1098  COUNTRY     -  US
 OQ1098  USGS QUAD   -  BRANDON (2017)
 OQ1098
 OQ1098                         *CURRENT SURVEY CONTROL
 OQ1098  ______________________________________________________________________
 OQ1098* NAD 83(1986) POSITION- 43 36 33.     (N) 096 34 31.     (W)   SCALED
 OQ1098* NAVD 88 ORTHO HEIGHT -   414.018 (meters)     1358.32  (feet) ADJUSTED
 OQ1098  ______________________________________________________________________
 OQ1098  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 OQ1098  DYNAMIC HEIGHT  -        413.915 (meters)     1357.99  (feet) COMP
 OQ1098  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 OQ1098
 OQ1098  VERT ORDER      -  FIRST     CLASS II
 OQ1098
 OQ1098.The horizontal coordinates were scaled from a map and have
 OQ1098.an estimated accuracy of +/- 6 seconds.
 OQ1098
 OQ1098.The orthometric height was determined by differential leveling and
 OQ1098.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1098.in September 1993.
 OQ1098
 OQ1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1098.GEOID18 height accuracy estimate available here.
 OQ1098
 OQ1098.Click photographs - Photos may exist for this station.
 OQ1098
 OQ1098.The dynamic height is computed by dividing the NAVD 88
 OQ1098.geopotential number by the normal gravity value computed on the
 OQ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1098.degrees latitude (g = 980.6199 gals.).
 OQ1098
 OQ1098.The modeled gravity was interpolated from observed gravity values.
 OQ1098
 OQ1098;                    North         East    Units  Estimated Accuracy
 OQ1098;SPC SD S     -   148,600.      903,260.      MT  (+/- 180 meters Scaled)
 OQ1098
 OQ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP956313(NAD 83)
 OQ1098
 OQ1098                          SUPERSEDED SURVEY CONTROL
 OQ1098
 OQ1098.No superseded survey control is available for this station.
 OQ1098
 OQ1098_MARKER: P = PIPE CAP
 OQ1098_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1098_STAMPING: I90 406.4
 OQ1098_MARK LOGO: NGS
 OQ1098_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1098_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1098+STABILITY: POSITION/ELEVATION WELL
 OQ1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1098+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ1098_ROD/PIPE-DEPTH: 6.4 meters
 OQ1098_SLEEVE-DEPTH  : 3.1 meters
 OQ1098
 OQ1098  HISTORY     - Date     Condition        Report By
 OQ1098  HISTORY     - 1981     MONUMENTED       SDDT
 OQ1098  HISTORY     - 19910526 GOOD             NGS
 OQ1098  HISTORY     - 20110330 GOOD             INDIV
 OQ1098
 OQ1098                          STATION DESCRIPTION
 OQ1098
 OQ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1098'9.3 KM (5.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1098'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, 0.2
 OQ1098'KM (0.1 MI) WEST OF OVERPASS NUMBER 50-280-165, 41.0 M (134.5 FT)
 OQ1098'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ1098'HIGHWAY, 14.3 M (46.9 FT) SOUTHWEST OF A UTILITY POLE WITH 4 GUY
 OQ1098'CABLES, 1.7 M (5.6 FT) SOUTHWEST OF THE MOST WESTERLY OF 5 BRACED
 OQ1098'FENCE POSTS, 0.7 M (2.3 FT) SOUTH OF THE FENCE, AND 0.2 M (0.7 FT)
 OQ1098'NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1098'5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1098
 OQ1098                          STATION RECOVERY (2011)
 OQ1098
 OQ1098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1097 ***********************************************************************
 OQ1097  DESIGNATION -  I90 407.1
 OQ1097  PID         -  OQ1097
 OQ1097  STATE/COUNTY-  SD/MINNEHAHA
 OQ1097  COUNTRY     -  US
 OQ1097  USGS QUAD   -  BRANDON (2017)
 OQ1097
 OQ1097                         *CURRENT SURVEY CONTROL
 OQ1097  ______________________________________________________________________
 OQ1097* NAD 83(1986) POSITION- 43 36 31.     (N) 096 33 40.     (W)   SCALED
 OQ1097* NAVD 88 ORTHO HEIGHT -   411.587 (meters)     1350.35  (feet) ADJUSTED
 OQ1097  ______________________________________________________________________
 OQ1097  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 OQ1097  DYNAMIC HEIGHT  -        411.485 (meters)     1350.01  (feet) COMP
 OQ1097  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 OQ1097
 OQ1097  VERT ORDER      -  FIRST     CLASS II
 OQ1097
 OQ1097.The horizontal coordinates were scaled from a map and have
 OQ1097.an estimated accuracy of +/- 6 seconds.
 OQ1097
 OQ1097.The orthometric height was determined by differential leveling and
 OQ1097.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1097.in September 1993.
 OQ1097
 OQ1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1097.GEOID18 height accuracy estimate available here.
 OQ1097
 OQ1097.Click photographs - Photos may exist for this station.
 OQ1097
 OQ1097.The dynamic height is computed by dividing the NAVD 88
 OQ1097.geopotential number by the normal gravity value computed on the
 OQ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1097.degrees latitude (g = 980.6199 gals.).
 OQ1097
 OQ1097.The modeled gravity was interpolated from observed gravity values.
 OQ1097
 OQ1097;                    North         East    Units  Estimated Accuracy
 OQ1097;SPC SD S     -   148,590.      904,400.      MT  (+/- 180 meters Scaled)
 OQ1097
 OQ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP968312(NAD 83)
 OQ1097
 OQ1097                          SUPERSEDED SURVEY CONTROL
 OQ1097
 OQ1097.No superseded survey control is available for this station.
 OQ1097
 OQ1097_MARKER: Z = SEE DESCRIPTION
 OQ1097_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1097_STAMPING: I90 407.1
 OQ1097_MARK LOGO: NGS
 OQ1097_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1097_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1097+STABILITY: POSITION/ELEVATION WELL
 OQ1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1097+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 OQ1097_ROD/PIPE-DEPTH: 6.4 meters
 OQ1097_SLEEVE-DEPTH  : 2.0 meters
 OQ1097
 OQ1097  HISTORY     - Date     Condition        Report By
 OQ1097  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1097  HISTORY     - 19910526 GOOD             NGS
 OQ1097  HISTORY     - 20110223 GOOD             INDIV
 OQ1097
 OQ1097                          STATION DESCRIPTION
 OQ1097
 OQ1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1097'10.5 KM (6.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1097'JUNCTION OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX
 OQ1097'FALLS, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED
 OQ1097'TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 159.5 M (523.3 FT) EAST OF THE
 OQ1097'NORTHEAST CORNER OF BRIDGE NUMBER 50-284-165 SPANNING SPLIT ROCK
 OQ1097'CREEK, 78.6 M (257.9 FT) EAST OF A T-FENCE CORNER, 54.4 M (178.5 FT)
 OQ1097'WEST OF THE EXTENDED CENTER OF A CROSSOVER, 31.8 M (104.3 FT) NORTH OF
 OQ1097'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 OQ1097'BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS
 OQ1097'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1097'LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1097
 OQ1097                          STATION RECOVERY (2011)
 OQ1097
 OQ1097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1096 ***********************************************************************
 OQ1096  DESIGNATION -  I90 408.5
 OQ1096  PID         -  OQ1096
 OQ1096  STATE/COUNTY-  SD/MINNEHAHA
 OQ1096  COUNTRY     -  US
 OQ1096  USGS QUAD   -  BRANDON (2017)
 OQ1096
 OQ1096                         *CURRENT SURVEY CONTROL
 OQ1096  ______________________________________________________________________
 OQ1096* NAD 83(1986) POSITION- 43 36 31.     (N) 096 32 03.     (W)   SCALED
 OQ1096* NAVD 88 ORTHO HEIGHT -   435.712 (meters)     1429.50  (feet) ADJUSTED
 OQ1096  ______________________________________________________________________
 OQ1096  GEOID HEIGHT    -        -26.354 (meters)                     GEOID18
 OQ1096  DYNAMIC HEIGHT  -        435.605 (meters)     1429.15  (feet) COMP
 OQ1096  MODELED GRAVITY -    980,359.6   (mgal)                       NAVD 88
 OQ1096
 OQ1096  VERT ORDER      -  FIRST     CLASS II
 OQ1096
 OQ1096.The horizontal coordinates were scaled from a map and have
 OQ1096.an estimated accuracy of +/- 6 seconds.
 OQ1096
 OQ1096.The orthometric height was determined by differential leveling and
 OQ1096.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1096.in September 1993.
 OQ1096
 OQ1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1096.GEOID18 height accuracy estimate available here.
 OQ1096
 OQ1096.Click photographs - Photos may exist for this station.
 OQ1096
 OQ1096.The dynamic height is computed by dividing the NAVD 88
 OQ1096.geopotential number by the normal gravity value computed on the
 OQ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1096.degrees latitude (g = 980.6199 gals.).
 OQ1096
 OQ1096.The modeled gravity was interpolated from observed gravity values.
 OQ1096
 OQ1096;                    North         East    Units  Estimated Accuracy
 OQ1096;SPC SD S     -   148,690.      906,580.      MT  (+/- 180 meters Scaled)
 OQ1096
 OQ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP989313(NAD 83)
 OQ1096
 OQ1096                          SUPERSEDED SURVEY CONTROL
 OQ1096
 OQ1096.No superseded survey control is available for this station.
 OQ1096
 OQ1096_MARKER: Z = SEE DESCRIPTION
 OQ1096_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1096_STAMPING: I90 408.5
 OQ1096_MARK LOGO: NGS
 OQ1096_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1096_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1096+STABILITY: POSITION/ELEVATION WELL
 OQ1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1096+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 OQ1096_ROD/PIPE-DEPTH: 6.4 meters
 OQ1096_SLEEVE-DEPTH  : 2.0 meters
 OQ1096
 OQ1096  HISTORY     - Date     Condition        Report By
 OQ1096  HISTORY     - UNK      MONUMENTED       SDDT
 OQ1096  HISTORY     - 19910526 GOOD             NGS
 OQ1096  HISTORY     - 20110223 GOOD             INDIV
 OQ1096
 OQ1096                          STATION DESCRIPTION
 OQ1096
 OQ1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1096'12.7 KM (7.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1096'JUNCTION OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX
 OQ1096'FALLS, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED
 OQ1096'TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 169.8 M (557.1 FT) WEST OF
 OQ1096'OVERPASS NUMBER 50-300-166, 35.7 M (117.1 FT) NORTH OF THE CENTERLINE
 OQ1096'OF THE WESTBOUND LANES OF THE HIGHWAY, 31.5 M (103.3 FT) WEST OF THE
 OQ1096'MOST WESTERLY 0F 2 BRACED FENCE POSTS, 0.6 M (2.0 FT) ABOVE THE LEVEL
 OQ1096'OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF THE FENCE, AND 0.3 M
 OQ1096'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1096'THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1096
 OQ1096                          STATION RECOVERY (2011)
 OQ1096
 OQ1096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1094 ***********************************************************************
 OQ1094  DESIGNATION -  I90 410.5
 OQ1094  PID         -  OQ1094
 OQ1094  STATE/COUNTY-  SD/MINNEHAHA
 OQ1094  COUNTRY     -  US
 OQ1094  USGS QUAD   -  VALLEY SPRINGS (2017)
 OQ1094
 OQ1094                         *CURRENT SURVEY CONTROL
 OQ1094  ______________________________________________________________________
 OQ1094* NAD 83(1986) POSITION- 43 36 35.     (N) 096 29 35.     (W)   SCALED
 OQ1094* NAVD 88 ORTHO HEIGHT -   438.332 (meters)     1438.09  (feet) ADJUSTED
 OQ1094  ______________________________________________________________________
 OQ1094  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 OQ1094  DYNAMIC HEIGHT  -        438.223 (meters)     1437.74  (feet) COMP
 OQ1094  MODELED GRAVITY -    980,358.5   (mgal)                       NAVD 88
 OQ1094
 OQ1094  VERT ORDER      -  FIRST     CLASS II
 OQ1094
 OQ1094.The horizontal coordinates were scaled from a map and have
 OQ1094.an estimated accuracy of +/- 6 seconds.
 OQ1094
 OQ1094.The orthometric height was determined by differential leveling and
 OQ1094.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1094.in September 1993.
 OQ1094
 OQ1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1094.GEOID18 height accuracy estimate available here.
 OQ1094
 OQ1094.Click photographs - Photos may exist for this station.
 OQ1094
 OQ1094.The dynamic height is computed by dividing the NAVD 88
 OQ1094.geopotential number by the normal gravity value computed on the
 OQ1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1094.degrees latitude (g = 980.6199 gals.).
 OQ1094
 OQ1094.The modeled gravity was interpolated from observed gravity values.
 OQ1094
 OQ1094;                    North         East    Units  Estimated Accuracy
 OQ1094;SPC SD S     -   148,960.      909,890.      MT  (+/- 180 meters Scaled)
 OQ1094
 OQ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP023315(NAD 83)
 OQ1094
 OQ1094                          SUPERSEDED SURVEY CONTROL
 OQ1094
 OQ1094.No superseded survey control is available for this station.
 OQ1094
 OQ1094_MARKER: Z = SEE DESCRIPTION
 OQ1094_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1094_STAMPING: I90 410.5
 OQ1094_MARK LOGO: NGS
 OQ1094_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1094_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1094+STABILITY: POSITION/ELEVATION WELL
 OQ1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1094+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 OQ1094_ROD/PIPE-DEPTH: 6.4 meters
 OQ1094_SLEEVE-DEPTH  : 2.0 meters
 OQ1094
 OQ1094  HISTORY     - Date     Condition        Report By
 OQ1094  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1094  HISTORY     - 19910526 GOOD             NGS
 OQ1094  HISTORY     - 20110223 GOOD             INDIV
 OQ1094
 OQ1094                          STATION DESCRIPTION
 OQ1094
 OQ1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1094'16.0 KM (9.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1094'JUNCTION OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX
 OQ1094'FALLS, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED
 OQ1094'TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 108.3 M (355.3 FT) NORTHWEST
 OQ1094'OF THE NORTHWEST CORNER OF OVERPASS NUMBER 50-320-166 (EXIT 410),
 OQ1094'99.6 M (326.8 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 105, 79.3 M
 OQ1094'(260.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OQ1094'HIGHWAY, 29.4 M (96.5 FT) NORTHWEST OF THE CENTER OF THE WESTBOUND ON
 OQ1094'RAMP, 18.8 M (61.7 FT) WEST OF THE MOST WESTERLY OF 2 BRACED FENCE
 OQ1094'POSTS, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE RAMP, 0.7 M (2.3 FT)
 OQ1094'SOUTH OF THE FENCE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 OQ1094'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND
 OQ1094'THEN THROUGH A 4-INCH PVC SCREW CAP.
 OQ1094
 OQ1094                          STATION RECOVERY (2011)
 OQ1094
 OQ1094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1093 ***********************************************************************
 OQ1093  DESIGNATION -  I90 411.5
 OQ1093  PID         -  OQ1093
 OQ1093  STATE/COUNTY-  SD/MINNEHAHA
 OQ1093  COUNTRY     -  US
 OQ1093  USGS QUAD   -  VALLEY SPRINGS (2017)
 OQ1093
 OQ1093                         *CURRENT SURVEY CONTROL
 OQ1093  ______________________________________________________________________
 OQ1093* NAD 83(1986) POSITION- 43 36 33.50   (N) 096 28 24.83   (W)   HD_HELD1
 OQ1093* NAVD 88 ORTHO HEIGHT -   425.671 (meters)     1396.56  (feet) ADJUSTED
 OQ1093  ______________________________________________________________________
 OQ1093  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 OQ1093  DYNAMIC HEIGHT  -        425.564 (meters)     1396.20  (feet) COMP
 OQ1093  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 OQ1093
 OQ1093  VERT ORDER      -  FIRST     CLASS II
 OQ1093
 OQ1093.The horizontal coordinates were determined by differentially corrected
 OQ1093.hand held GPS observations or other comparable positioning techniques
 OQ1093.and have an estimated accuracy of +/- 3 meters.
 OQ1093
 OQ1093.The orthometric height was determined by differential leveling and
 OQ1093.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1093.in September 1993.
 OQ1093
 OQ1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1093.GEOID18 height accuracy estimate available here.
 OQ1093
 OQ1093.Click photographs - Photos may exist for this station.
 OQ1093
 OQ1093.The dynamic height is computed by dividing the NAVD 88
 OQ1093.geopotential number by the normal gravity value computed on the
 OQ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1093.degrees latitude (g = 980.6199 gals.).
 OQ1093
 OQ1093.The modeled gravity was interpolated from observed gravity values.
 OQ1093
 OQ1093;                    North         East    Units  Estimated Accuracy
 OQ1093;SPC SD S     -   148,987.7     911,460.5     MT  (+/- 3 meters HH1 GPS) 
 OQ1093
 OQ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0388231582(NAD 83)
 OQ1093
 OQ1093                          SUPERSEDED SURVEY CONTROL
 OQ1093
 OQ1093.No superseded survey control is available for this station.
 OQ1093
 OQ1093_MARKER: P = PIPE CAP
 OQ1093_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OQ1093_STAMPING: I90 411.5
 OQ1093_MARK LOGO: NGS
 OQ1093_PROJECTION: FLUSH
 OQ1093_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1093+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2016
 OQ1093_ROD/PIPE-DEPTH: 6.4 meters
 OQ1093_SLEEVE-DEPTH  : 2.0 meters
 OQ1093
 OQ1093  HISTORY     - Date     Condition        Report By
 OQ1093  HISTORY     - 1990     MONUMENTED       SDDT
 OQ1093  HISTORY     - 19910526 GOOD             NGS
 OQ1093  HISTORY     - 20110223 GOOD             INDIV
 OQ1093  HISTORY     - 20160330 GOOD             MNDT
 OQ1093
 OQ1093                          STATION DESCRIPTION
 OQ1093
 OQ1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1093'17.6 KM (10.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1093'JUNCTION OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX
 OQ1093'FALLS, A STAINLESS STEEL BALL EPOXIED TO A PIPE CAP THAT IS ATTACHED
 OQ1093'TO A 1 1/2-INCH GALVANIZED STEEL PIPE, 158.6 M (520.3 FT) EAST OF THE
 OQ1093'NORTHEAST CORNER OF HIGHWAY BRIDGE NUMBER 50-328-166 SPANNING LONE
 OQ1093'ROCK CREEK, 106.5 M (349.4 FT) WEST OF THE EXTENDED CENTER OF A
 OQ1093'GRAVELED ROAD LEADING NORTH, 32.1 M (105.3 FT) NORTH OF THE
 OQ1093'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 OQ1093'SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ1093'0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OQ1093'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC
 OQ1093'SCREW CAP.
 OQ1093
 OQ1093                          STATION RECOVERY (2011)
 OQ1093
 OQ1093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1093'RECOVERED IN GOOD CONDITION.
 OQ1093
 OQ1093                          STATION RECOVERY (2016)
 OQ1093
 OQ1093'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 OQ1093'11.0 MI (17.7 KM) EAST OF SIOUX FALLS, 520.3 FT (158.6 M) EAST OF THE
 OQ1093'NORTHEAST CORNER OF HIGHWAY BRIDGE NUMBER 50-328-166 SPANNING LONE
 OQ1093'ROCK CREEK, 10.9 MI (17.5 KM) EASTERLY ALONG INTERSTATE HIGHWAY 90
 OQ1093'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 229
 OQ1093'(AT NORTHEAST EDGE OF SIOUX FALLS), AT INTERSTATE HIGHWAY 90 MILE
 OQ1093'POINT 411.50, 349.4 FT (106.5 M) WEST OF EXTENDED CENTER OF GRAVEL
 OQ1093'ROAD LEADING NORTH, 105.3 FT (32.1 M) NORTH OF THE CENTERLINE OF
 OQ1093'WESTBOUND LANES OF INTERSTATE HIGHWAY 90, 2.0 FT (0.6 M) SOUTH OF A
 OQ1093'FENCE, 2.0 FT (0.6 M) BELOW THE LEVEL OF INTERSTATE HIGHWAY 90, 1.3 FT
 OQ1093'(0.4 M) SOUTH OF A WITNESS POST.  MARK IS A STAINLESS STEEL BALL
 OQ1093'EPOXIED TO PIPE CAP ATTACHED TO A 1.5 INCH GALVANIZED STEEL PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0923 ***********************************************************************
 OR0923  DESIGNATION -  IDEAL
 OR0923  PID         -  OR0923
 OR0923  STATE/COUNTY-  SD/TRIPP
 OR0923  COUNTRY     -  US
 OR0923  USGS QUAD   -  MILLER HILL (2017)
 OR0923
 OR0923                         *CURRENT SURVEY CONTROL
 OR0923  ______________________________________________________________________
 OR0923* NAD 83(1996) POSITION- 43 29 59.37583(N) 099 53 38.97752(W)   ADJUSTED
 OR0923* NAVD 88 ORTHO HEIGHT -   614.    (meters)     2014.    (feet) SCALED
 OR0923  ______________________________________________________________________
 OR0923  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 OR0923  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 OR0923  HORZ ORDER      -  FIRST
 OR0923
 OR0923.The horizontal coordinates were established by classical geodetic methods
 OR0923.and adjusted by the National Geodetic Survey in January 1998.
 OR0923
 OR0923.The orthometric height was scaled from a topographic map.
 OR0923
 OR0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0923.GEOID18 height accuracy estimate available here.
 OR0923
 OR0923.Click photographs - Photos may exist for this station.
 OR0923
 OR0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0923
 OR0923. The following values were computed from the NAD 83(1996) position.
 OR0923
 OR0923;                    North         East     Units Scale Factor Converg.
 OR0923;SPC SD S     -   129,680.722   635,515.550   MT  0.99990900   +0 18 10.7
 OR0923;SPC SD S     -   425,460.84  2,085,020.60   sFT  0.99990900   +0 18 10.7
 OR0923;UTM  14      - 4,816,710.418   427,711.836   MT  0.99966428   -0 36 55.9
 OR0923
 OR0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0923!SPC SD S     -   0.99990767  x   0.99990900  =   0.99981668
 OR0923!UTM  14      -   0.99990767  x   0.99966428  =   0.99957199
 OR0923
 OR0923:                Primary Azimuth Mark                     Grid Az
 OR0923:SPC SD S     -  IDEAL AZ MK                              088 48 02.3
 OR0923:UTM  14      -  IDEAL AZ MK                              089 43 08.9
 OR0923
 OR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2771116710(NAD 83)
 OR0923
 OR0923|---------------------------------------------------------------------|
 OR0923| PID    Reference Object                     Distance      Geod. Az  |
 OR0923|                                                           dddmmss.s |
 OR0923| CO3771 IDEAL RM 1                           28.590 METERS 00126     |
 OR0923| CO3770 IDEAL AZ MK                                        0890613.0 |
 OR0923| OR0924 IDEAL 2 RM 5                        APPROX. 1.2 KM 2700324.0 |
 OR0923| CO3772 IDEAL RM 2                           35.220 METERS 27941     |
 OR0923| CO3774 IDEAL 2 RM 4                                       34903     |
 OR0923| OR0944 IDEAL 2                              80.161 METERS 35944     |
 OR0923|---------------------------------------------------------------------|
 OR0923
 OR0923                          SUPERSEDED SURVEY CONTROL
 OR0923
 OR0923  NAD 83(1995)-  43 29 59.37265(N)    099 53 38.98306(W) AD(       ) 1
 OR0923  NAD 83(1986)-  43 29 59.37444(N)    099 53 38.98584(W) AD(       ) 1
 OR0923  NAD 27      -  43 29 59.38100(N)    099 53 37.55200(W) AD(       ) 1
 OR0923
 OR0923.Superseded values are not recommended for survey control.
 OR0923
 OR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0923.See file dsdata.pdf to determine how the superseded data were derived.
 OR0923
 OR0923_MARKER: DS = TRIANGULATION STATION DISK
 OR0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0923_STAMPING: IDEAL 1936
 OR0923_MARK LOGO: CGS
 OR0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0923+STABILITY: SURFACE MOTION
 OR0923
 OR0923  HISTORY     - Date     Condition        Report By
 OR0923  HISTORY     - 1936     MONUMENTED       CGS
 OR0923  HISTORY     - 1974     GOOD             NGS
 OR0923
 OR0923                          STATION DESCRIPTION
 OR0923
 OR0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0923'STATION IS LOCATED ABOUT 0.4 MILE WEST OF A WHITE HOUSE
 OR0923'WITH FIVE OUT-BUILDINGS AND A METAL CISTERN OR SILO IN THE BACK
 OR0923'YARD, ON THE MOST PROMINENT GROUND IN THE VICINITY IN AN OPEN
 OR0923'PASTURE, 16 PACES SOUTH OF THE CENTERLINE OF THE ROAD, 4 PACES
 OR0923'SOUTH OF AN EAST-WEST FENCE, A STANDARD DISK SET IN SQUARE
 OR0923'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
 OR0923'THE STATION IS LOCATED ON THE LAND OF MARTIN JORGENSEN.
 OR0923'
 OR0923'TO REACH FROM WINNER, FROM DOWNTOWN, GO NORTH FOR 0.7 MILE,
 OR0923'ACROSS THE RAILROAD TRACKS, GO EAST (PASSING A GRAVEYARD) 0.4
 OR0923'MILE, TURN AT THE SOUTHWEST CORNER OF AIRPORT AND GO NORTH FOR
 OR0923'7.8 MILES, GO WEST 2.2 MILES TO STATION ON THE LEFT, SOUTH
 OR0923'SIDE OF ROAD.
 OR0923'
 OR0923'REFERENCE MARK NO. 1 IS 93.77 FEET NORTH OF STATION, 137.94
 OR0923'FEET NORTHEAST OF REFERENCE MARK NO. 2.
 OR0923'
 OR0923'REFERENCE MARK NO. 2 IS 115.30 FEET WEST OF STATION.
 OR0923'
 OR0923'AZIMUTH MARK IS ABOUT 0.15 MILE WEST OF A WHITE HOUSE WITH FIVE
 OR0923'OUT-BUILDINGS AND A METAL COVERED CISTERN OR SILO, IN THE CORNER
 OR0923'OF T-FENCES ON THE WEST SIDE OF SECTION LINE, ABOUT 0.25
 OR0923'MILE EAST OF STATION.
 OR0923'
 OR0923'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0923'BRONZE DISKS SET AS DESCRIBED.
 OR0923
 OR0923                          STATION RECOVERY (1974)
 OR0923
 OR0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OR0923'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 OR0923'REFERENCE MARK NO. 1 WAS FOUND SOLID, BUT ABOUT 1/2 OF THE MONUMENT
 OR0923'WAS EXPOSED BY GRADING OPERATIONS, THE DISTANCE DIFFERED BY 0.03
 OR0923'FOOT AND THE ANGLE FROM THE AZIMUTH MARK BY 3-MINUTES.  REFERENCE
 OR0923'MARK NO. 2 WAS FOUND DISTURBED, IT WAS AT THE TOP EDGE OF THE
 OR0923'BACKSLOPE AND HAD BEEN BUMPED BY HEAVY EQUIPMENT NEARLY STRAIGHT
 OR0923'AWAY FROM THE STATION, THE DISTANCE DIFFERED BY 0.25 FOOT AND
 OR0923'THE ANGLE FROM THE AZIMUTH MARK BY 02 MIN - 37 SEC.  DUE TO
 OR0923'HIGHWAY IMPROVEMENTS, THE COUNTY ENGINEER, MR. FRED NELSON,
 OR0923'REQUESTED THAT ALL OF THE MARKS BE MOVED.  STATION IDEAL 2 1974
 OR0923'WAS ESTABLISHED, AND ALL OF THE MARKS OF STATION IDEAL 1936 WERE
 OR0923'REMOVED UPON COMPLETION OF THE WORK.
 OR0923'
 OR0923'FOR FUTHER INFORMATION SEE DESCRIPTION OF STATION IDEAL 2 1974.
 OR0923'
 OR0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 OR0923'NORTH OF WINNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0944 ***********************************************************************
 OR0944  DESIGNATION -  IDEAL 2
 OR0944  PID         -  OR0944
 OR0944  STATE/COUNTY-  SD/TRIPP
 OR0944  COUNTRY     -  US
 OR0944  USGS QUAD   -  IDEAL (2017)
 OR0944
 OR0944                         *CURRENT SURVEY CONTROL
 OR0944  ______________________________________________________________________
 OR0944* NAD 83(1996) POSITION- 43 30 01.97322(N) 099 53 38.99429(W)   NO CHECK
 OR0944* NAVD 88 ORTHO HEIGHT -   612.    (meters)     2008.    (feet) SCALED
 OR0944  ______________________________________________________________________
 OR0944  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 OR0944  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 OR0944  HORZ ORDER      -  SECOND
 OR0944
 OR0944.The horizontal coordinates were established by classical geodetic methods
 OR0944.and adjusted by the National Geodetic Survey in January 1998.
 OR0944
 OR0944.No horizontal observational check was made to the station.
 OR0944
 OR0944.The orthometric height was scaled from a topographic map.
 OR0944
 OR0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0944.GEOID18 height accuracy estimate available here.
 OR0944
 OR0944.Click photographs - Photos may exist for this station.
 OR0944
 OR0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0944
 OR0944. The following values were computed from the NAD 83(1996) position.
 OR0944
 OR0944;                    North         East     Units Scale Factor Converg.
 OR0944;SPC SD S     -   129,760.872   635,514.750   MT  0.99990898   +0 18 10.7
 OR0944;SPC SD S     -   425,723.79  2,085,017.98   sFT  0.99990898   +0 18 10.7
 OR0944;UTM  14      - 4,816,790.551   427,712.320   MT  0.99966428   -0 36 55.9
 OR0944
 OR0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0944!SPC SD S     -   0.99990799  x   0.99990898  =   0.99981698
 OR0944!UTM  14      -   0.99990799  x   0.99966428  =   0.99957230
 OR0944
 OR0944:                Primary Azimuth Mark                     Grid Az
 OR0944:SPC SD S     -  IDEAL 2 RM 5                             265 58 38.6
 OR0944:UTM  14      -  IDEAL 2 RM 5                             266 53 45.2
 OR0944
 OR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2771216790(NAD 83)
 OR0944
 OR0944|---------------------------------------------------------------------|
 OR0944| PID    Reference Object                     Distance      Geod. Az  |
 OR0944|                                                           dddmmss.s |
 OR0944| CO3773 IDEAL 2 RM 3                         14.150 METERS 09408     |
 OR0944| CO3770 IDEAL AZ MK                                        1022048.3 |
 OR0944| OR0923 IDEAL                                80.161 METERS 17944     |
 OR0944| OR0924 IDEAL 2 RM 5                        APPROX. 1.2 KM 2661649.3 |
 OR0944| CO3774 IDEAL 2 RM 4                                       27353     |
 OR0944|---------------------------------------------------------------------|
 OR0944
 OR0944                          SUPERSEDED SURVEY CONTROL
 OR0944
 OR0944  NAD 83(1995)-  43 30 01.97004(N)    099 53 38.99983(W) AD(       ) 2
 OR0944  NAD 83(1986)-  43 30 01.97175(N)    099 53 39.00262(W) AD(       ) 2
 OR0944  NAD 27      -  43 30 01.97840(N)    099 53 37.56877(W) AD(       ) 2
 OR0944
 OR0944.Superseded values are not recommended for survey control.
 OR0944
 OR0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0944.See file dsdata.pdf to determine how the superseded data were derived.
 OR0944
 OR0944_MARKER: DH = HORIZONTAL CONTROL DISK
 OR0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0944_STAMPING: IDEAL 2 1974
 OR0944_MARK LOGO: NGS
 OR0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0944+STABILITY: SURFACE MOTION
 OR0944
 OR0944  HISTORY     - Date     Condition        Report By
 OR0944  HISTORY     - 1974     MONUMENTED       NGS
 OR0944
 OR0944                          STATION DESCRIPTION
 OR0944
 OR0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OR0944'DISTANCE R.M. NO. 3 TO R.M. NO. 4 NOT MEASURED.
 OR0944'
 OR0944'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF WINNER, ON HIGH
 OR0944'GROUND, ALONG THE NORTH SIDE OF A COUNTY ROAD, IN PASTURE LAND
 OR0944'OWNED BY MR. WAYNE NELSEN, WHO LIVES NORTH OF THE STATION ABOUT
 OR0944'0.5 MILE.
 OR0944'
 OR0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OR0944'STATE HIGHWAY 44 AT THE EAST EDGE OF WINNER, GO WEST ON HIGHWAYS
 OR0944'18 AND 44 FOR 1/2 BLOCK TO A COUNTY ROAD NORTH, TURN RIGHT AND GO
 OR0944'NORTH ON THE COUNTY ROAD 8.7 MILES TO A T ROAD INTERSECTION, TURN
 OR0944'LEFT AND GO WEST 1.65 MILES TO A SIDE ROAD RIGHT, CONTINUE
 OR0944'STRAIGHT AHEAD WEST 0.6 MILES TO THE CREST OF THE HILL AND THE
 OR0944'STATION ON THE RIGHT AS DESCRIBED.
 OR0944'
 OR0944'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE COUNTY
 OR0944'ROAD 0.8 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE LEFT AS
 OR0944'DESCRIBED.
 OR0944'
 OR0944'THE STATION MARK IS A STANDARD DISK STAMPED IDEAL 2 1974, SET IN
 OR0944'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 OR0944'IS 212 FEET NORTH OF THE CENTER OF THE ROAD ON THE HIGHEST PART
 OR0944'OF A LOW RIDGE.
 OR0944'
 OR0944'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED IDEAL 2 NO 3 1974,
 OR0944'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OR0944'2-INCHES.  IT IS 214 FEET NORTH OF THE CENTER OF THE ROAD ON THE
 OR0944'NORTHEAST SLOPE OF THE RIDGE.
 OR0944'
 OR0944'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED IDEAL 2 NO 4 1974,
 OR0944'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OR0944'2-INCHES.  IT IS 210 FEET NORTH OF THE CENTER OF THE ROAD, AND ON
 OR0944'THE WEST EDGE OF THE RIDGE.
 OR0944'
 OR0944'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IDEAL 2 NO 5
 OR0944'1974 AZ, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OR0944'8-INCHES.  IT IS 104 FEET EAST OF THE CENTER OF A SIDE ROAD LEADING
 OR0944'SOUTH, 60 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 1-FOOT
 OR0944'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 1.5 FEET EAST OF A
 OR0944'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0924 ***********************************************************************
 OR0924  DESIGNATION -  IDEAL 2 RM 5
 OR0924  PID         -  OR0924
 OR0924  STATE/COUNTY-  SD/TRIPP
 OR0924  COUNTRY     -  US
 OR0924  USGS QUAD   -  MILLER HILL (2017)
 OR0924
 OR0924                         *CURRENT SURVEY CONTROL
 OR0924  ______________________________________________________________________
 OR0924* NAD 83(1996) POSITION- 43 29 59.41122(N) 099 54 33.05568(W)   NO CHECK
 OR0924* NAVD 88 ORTHO HEIGHT -   568.    (meters)     1864.    (feet) SCALED
 OR0924  ______________________________________________________________________
 OR0924  GEOID HEIGHT    -        -25.569 (meters)                     GEOID18
 OR0924  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 OR0924  HORZ ORDER      -  THIRD
 OR0924
 OR0924.The horizontal coordinates were established by classical geodetic methods
 OR0924.and adjusted by the National Geodetic Survey in January 1998.
 OR0924
 OR0924.No horizontal observational check was made to the station.
 OR0924
 OR0924.The orthometric height was scaled from a topographic map.
 OR0924
 OR0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0924.GEOID18 height accuracy estimate available here.
 OR0924
 OR0924.Click photographs - Photos may exist for this station.
 OR0924
 OR0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0924
 OR0924. The following values were computed from the NAD 83(1996) position.
 OR0924
 OR0924;                    North         East     Units Scale Factor Converg.
 OR0924;SPC SD S     -   129,675.501   634,300.762   MT  0.99990900   +0 17 33.4
 OR0924;SPC SD S     -   425,443.71  2,081,035.08   sFT  0.99990900   +0 17 33.4
 OR0924;UTM  14      - 4,816,724.667   426,497.416   MT  0.99966645   -0 37 33.1
 OR0924
 OR0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0924!SPC SD S     -   0.99991488  x   0.99990900  =   0.99982389
 OR0924!UTM  14      -   0.99991488  x   0.99966645  =   0.99958136
 OR0924
 OR0924:                Primary Azimuth Mark                     Grid Az
 OR0924:SPC SD S     -  IDEAL 2                                  085 58 38.7
 OR0924:UTM  14      -  IDEAL 2                                  086 53 45.2
 OR0924
 OR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2649716724(NAD 83)
 OR0924
 OR0924|---------------------------------------------------------------------|
 OR0924| PID    Reference Object                     Distance      Geod. Az  |
 OR0924|                                                           dddmmss.s |
 OR0924| OR0944 IDEAL 2                             APPROX. 1.2 KM 0861612.1 |
 OR0924| OR0923 IDEAL                               APPROX. 1.2 KM 0900246.8 |
 OR0924|---------------------------------------------------------------------|
 OR0924
 OR0924                          SUPERSEDED SURVEY CONTROL
 OR0924
 OR0924  NAD 83(1995)-  43 29 59.40804(N)    099 54 33.06121(W) AD(       ) 3
 OR0924  NAD 83(1986)-  43 29 59.40973(N)    099 54 33.06400(W) AD(       ) 3
 OR0924  NAD 27      -  43 29 59.41629(N)    099 54 31.62834(W) AD(       ) 3
 OR0924
 OR0924.Superseded values are not recommended for survey control.
 OR0924
 OR0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0924.See file dsdata.pdf to determine how the superseded data were derived.
 OR0924
 OR0924_MARKER: DR = REFERENCE MARK DISK
 OR0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0924_STAMPING: IDEAL 2 NO 5 1974 AZ
 OR0924_MARK LOGO: NGS
 OR0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0924+STABILITY: SURFACE MOTION
 OR0924
 OR0924  HISTORY     - Date     Condition        Report By
 OR0924  HISTORY     - 1974     MONUMENTED       NGS
 OR0924
 OR0924                          STATION DESCRIPTION
 OR0924
 OR0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OR0924'THE STATION IDEAL 2 IS LOCATED ABOUT 9 MILES NORTH OF WINNER, ON HIGH
 OR0924'GROUND, ALONG THE NORTH SIDE OF A COUNTY ROAD, IN PASTURE LAND OWNED
 OR0924'BY MR. WAYNE NELSEN, WHO LIVES NORTH OF THE STATION ABOUT 0.5 MILE.
 OR0924'
 OR0924'TO REACH THE STATION IDEAL 2 FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OR0924'STATE HIGHWAY 44 AT THE EAST EDGE OF WINNER, GO WEST ON HIGHWAYS 18
 OR0924'AND 44 FOR 1/2 BLOCK TO A COUNTY ROAD NORTH, TURN RIGHT AND GO NORTH
 OR0924'ON THE COUNTY ROAD 8.7 MILES TO A T ROAD INTERSECTION, TURN
 OR0924'LEFT AND GO WEST 1.65 MILES TO A SIDE ROAD RIGHT, CONTINUE
 OR0924'STRAIGHT AHEAD WEST 0.6 MILES TO THE CREST OF THE HILL AND THE
 OR0924'STATION ON THE RIGHT AS DESCRIBED.
 OR0924'
 OR0924'TO REACH THE REFERENCE MARK NO. 5 FROM THE STATION, GO WEST ON THE
 OR0924'COUNTY ROAD 0.8 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE LEFT
 OR0924'AS DESCRIBED.
 OR0924'
 OR0924'THE REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED IDEAL 2 NO 5 1974
 OR0924'AZ, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OR0924'8-INCHES.  IT IS 104 FEET EAST OF THE CENTER OF A SIDE ROAD
 OR0924'LEADING SOUTH, 60 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 OR0924'1-FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 1.5 FEET EAST
 OR0924'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0729 ***********************************************************************
 PS0729  DESIGNATION -  ILLINOIS
 PS0729  PID         -  PS0729
 PS0729  STATE/COUNTY-  SD/HYDE
 PS0729  COUNTRY     -  US
 PS0729  USGS QUAD   -  HARROLD NE (2017)
 PS0729
 PS0729                         *CURRENT SURVEY CONTROL
 PS0729  ______________________________________________________________________
 PS0729* NAD 83(1996) POSITION- 44 44 11.31260(N) 099 31 04.20207(W)   ADJUSTED
 PS0729* NAVD 88 ORTHO HEIGHT -   540.    (meters)     1772.    (feet) SCALED
 PS0729  ______________________________________________________________________
 PS0729  GEOID HEIGHT    -        -23.149 (meters)                     GEOID18
 PS0729  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 PS0729  HORZ ORDER      -  FIRST
 PS0729
 PS0729.The horizontal coordinates were established by classical geodetic methods
 PS0729.and adjusted by the National Geodetic Survey in January 1998.
 PS0729
 PS0729.The orthometric height was scaled from a topographic map.
 PS0729
 PS0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0729.GEOID18 height accuracy estimate available here.
 PS0729
 PS0729.Click photographs - Photos may exist for this station.
 PS0729
 PS0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0729
 PS0729. The following values were computed from the NAD 83(1996) position.
 PS0729
 PS0729;                    North         East     Units Scale Factor Converg.
 PS0729;SPC SD N     -   100,472.743   638,189.155   MT  0.99995412   +0 20 28.5
 PS0729;SPC SD N     -   329,634.32  2,093,792.25   sFT  0.99995412   +0 20 28.5
 PS0729;UTM  14      - 4,953,807.280   459,000.112   MT  0.99962067   -0 21 52.1
 PS0729
 PS0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0729!SPC SD N     -   0.99991892  x   0.99995412  =   0.99987304
 PS0729!UTM  14      -   0.99991892  x   0.99962067  =   0.99953962
 PS0729
 PS0729:                Primary Azimuth Mark                     Grid Az
 PS0729:SPC SD N     -  ILLINOIS AZ MK                           085 39 43.8
 PS0729:UTM  14      -  ILLINOIS AZ MK                           086 22 04.4
 PS0729
 PS0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5900053807(NAD 83)
 PS0729
 PS0729|---------------------------------------------------------------------|
 PS0729| PID    Reference Object                     Distance      Geod. Az  |
 PS0729|                                                           dddmmss.s |
 PS0729| CO5671 ILLINOIS AZ MK                                     0860012.3 |
 PS0729| CO5672 ILLINOIS RM 1                        29.151 METERS 09618     |
 PS0729| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.25.5 KM 1661259.4 |
 PS0729| CO5673 ILLINOIS RM 2                        20.985 METERS 26108     |
 PS0729|---------------------------------------------------------------------|
 PS0729
 PS0729                          SUPERSEDED SURVEY CONTROL
 PS0729
 PS0729  NAD 83(1986)-  44 44 11.30903(N)    099 31 04.20952(W) AD(       ) 1
 PS0729  NAD 27      -  44 44 11.37000(N)    099 31 02.79400(W) AD(       ) 1
 PS0729
 PS0729.Superseded values are not recommended for survey control.
 PS0729
 PS0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0729.See file dsdata.pdf to determine how the superseded data were derived.
 PS0729
 PS0729_MARKER: DS = TRIANGULATION STATION DISK
 PS0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0729_STAMPING: ILLINOIS 1951
 PS0729_MARK LOGO: CGS
 PS0729_PROJECTION: FLUSH
 PS0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0729+STABILITY: SURFACE MOTION
 PS0729
 PS0729  HISTORY     - Date     Condition        Report By
 PS0729  HISTORY     - 1951     MONUMENTED       CGS
 PS0729
 PS0729                          STATION DESCRIPTION
 PS0729
 PS0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0729'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTH AND 3-1/4 MILES
 PS0729'WEST OF HIGHMORE, ON THE NORTH SIDE OF A SECTION LINE ROAD.  IT
 PS0729'IS 46 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 12 FEET
 PS0729'NORTH OF A RIGHT-OF-WAY FENCELINE AND 13 FEET NORTH OF A WHITE
 PS0729'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 PS0729'DISK IS STAMPED ILLINOIS 1951.
 PS0729'
 PS0729'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF THE CENTERLINE OF
 PS0729'A DIRT ROAD AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.
 PS0729'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ILLINOIS
 PS0729'NO 1 1951.
 PS0729'
 PS0729'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTERLINE OF
 PS0729'A DIRT ROAD AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.
 PS0729'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PS0729'ILLINOIS NO 2 1951.
 PS0729'
 PS0729'AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 PS0729'5.8 FEET NORTH OF A POWERLINE POLE AND 2.4 FEET SOUTH OF
 PS0729'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND
 PS0729'THE DISK IS STAMPED ILLINOIS 1951.
 PS0729'
 PS0729'TO REACH FROM THE POST OFFICE IN HIGHMORE, GO WEST FOR 0.05
 PS0729'MILE TO A CROSS STREET.  TURN RIGHT (NORTH) AND GO 0.6 MILE
 PS0729'TO ITS INTERSECTION WITH U.S. HIGHWAY 14.  CONTINUE NORTH
 PS0729'ON MAIN GRAVEL ROAD FOR 14.9 MILES TO A CROSSROADS.  TURN
 PS0729'LEFT (WEST) AND FOLLOW DIRT ROAD FOR 3.0 MILES TO A CROSSROADS.
 PS0729'(AZIMUTH MARK REACHED FROM THIS POINT BY TURNING NORTH FOR
 PS0729'0.05 MILE TO MARK ON WEST SIDE OF ROAD AS DESCRIBED.) CONTINUE
 PS0729'WEST FOR 0.25 MILE TO STATION ON NORTH SIDE OF ROAD AS
 PS0729'DESCRIBED.
 PS0729'
 PS0729'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0436 ***********************************************************************
 QT0436  DESIGNATION -  IMOGENE
 QT0436  PID         -  QT0436
 QT0436  STATE/COUNTY-  SD/PERKINS
 QT0436  COUNTRY     -  US
 QT0436  USGS QUAD   -  IMOGENE (2017)
 QT0436
 QT0436                         *CURRENT SURVEY CONTROL
 QT0436  ______________________________________________________________________
 QT0436* NAD 83(1996) POSITION- 45 10 16.11666(N) 102 44 05.60301(W)   ADJUSTED
 QT0436* NAVD 88 ORTHO HEIGHT -   798.74  (+/-2cm)     2620.5   (feet) VERTCON3
 QT0436  ______________________________________________________________________
 QT0436  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 QT0436  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 QT0436  HORZ ORDER      -  SECOND
 QT0436  VERT ORDER      -  THIRD ? (See Below)
 QT0436
 QT0436.The horizontal coordinates were established by classical geodetic methods
 QT0436.and adjusted by the National Geodetic Survey in January 1998.
 QT0436
 QT0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0436
 QT0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0436.GEOID18 height accuracy estimate available here.
 QT0436
 QT0436.The vertical order pertains to the NGVD 29 superseded value.
 QT0436
 QT0436.Click photographs - Photos may exist for this station.
 QT0436
 QT0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0436
 QT0436. The following values were computed from the NAD 83(1996) position.
 QT0436
 QT0436;                    North         East     Units Scale Factor Converg.
 QT0436;SPC SD N     -   152,292.224   385,059.027   MT  0.99994130   -1 56 08.1
 QT0436;SPC SD N     -   499,645.40  1,263,314.49   sFT  0.99994130   -1 56 08.1
 QT0436;UTM  13      - 5,004,458.484   677,992.858   MT  0.99998956   +1 36 24.7
 QT0436
 QT0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0436!SPC SD N     -   0.99987757  x   0.99994130  =   0.99981887
 QT0436!UTM  13      -   0.99987757  x   0.99998956  =   0.99986713
 QT0436
 QT0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7799204458(NAD 83)
 QT0436
 QT0436                          SUPERSEDED SURVEY CONTROL
 QT0436
 QT0436  NAD 83(1993)-  45 10 16.10823(N)    102 44 05.60115(W) AD(       ) 2
 QT0436  NAD 83(1986)-  45 10 16.10719(N)    102 44 05.60061(W) AD(       ) 2
 QT0436  NAD 27      -  45 10 16.15300(N)    102 44 04.01500(W) AD(       ) 2
 QT0436  NGVD 29             798.31   (m)         2619.1    (f) LEVELING    3  
 QT0436
 QT0436.Superseded values are not recommended for survey control.
 QT0436
 QT0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0436.See file dsdata.pdf to determine how the superseded data were derived.
 QT0436
 QT0436_MARKER: DB = BENCH MARK DISK
 QT0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0436_MARK LOGO: BOR
 QT0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0436+STABILITY: SURFACE MOTION
 QT0436
 QT0436  HISTORY     - Date     Condition        Report By
 QT0436  HISTORY     - 1952     MONUMENTED       BOR
 QT0436
 QT0436                          STATION DESCRIPTION
 QT0436
 QT0436'DESCRIBED BY US BUREAU OF RECLAMATION 1952
 QT0436'THE UNIDENTIFIED BENCH MARK (USBR) (R.M. 2) IS 27 FEET SOUTHEAST
 QT0436'OF THE WITNESS POST, AND IN A TRIANGULAR WIRE FENCE ENCLOSURE.
 QT0436'IT IS A U.S. BUREAU OF RECLAMATION BENCH MARK DISK, UNSTAMPED,
 QT0436'SET IN THE TOP OF A 12 IN X 12 IN CONCRETE POST THAT PROJECTS
 QT0436'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0437 ***********************************************************************
 QT0437  DESIGNATION -  IMOGENE
 QT0437  PID         -  QT0437
 QT0437  STATE/COUNTY-  SD/PERKINS
 QT0437  COUNTRY     -  US
 QT0437  USGS QUAD   -  IMOGENE (2017)
 QT0437
 QT0437                         *CURRENT SURVEY CONTROL
 QT0437  ______________________________________________________________________
 QT0437* NAD 83(1996) POSITION- 45 10 16.34477(N) 102 44 05.65970(W)   ADJUSTED
 QT0437* NAVD 88 ORTHO HEIGHT -   798.    (meters)     2618.    (feet) SCALED
 QT0437  ______________________________________________________________________
 QT0437  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 QT0437  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 QT0437  HORZ ORDER      -  THIRD
 QT0437
 QT0437.The horizontal coordinates were established by classical geodetic methods
 QT0437.and adjusted by the National Geodetic Survey in January 1998.
 QT0437
 QT0437.The orthometric height was scaled from a topographic map.
 QT0437
 QT0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0437.GEOID18 height accuracy estimate available here.
 QT0437
 QT0437.Click photographs - Photos may exist for this station.
 QT0437
 QT0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0437
 QT0437. The following values were computed from the NAD 83(1996) position.
 QT0437
 QT0437;                    North         East     Units Scale Factor Converg.
 QT0437;SPC SD N     -   152,299.303   385,058.028   MT  0.99994130   -1 56 08.1
 QT0437;SPC SD N     -   499,668.63  1,263,311.21   sFT  0.99994130   -1 56 08.1
 QT0437;UTM  13      - 5,004,465.489   677,991.423   MT  0.99998955   +1 36 24.7
 QT0437
 QT0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0437!SPC SD N     -   0.99987761  x   0.99994130  =   0.99981892
 QT0437!UTM  13      -   0.99987761  x   0.99998955  =   0.99986717
 QT0437
 QT0437:                Primary Azimuth Mark                     Grid Az
 QT0437:SPC SD N     -  IMOGENE AZ MK                            038 08 22.4
 QT0437:UTM  13      -  IMOGENE AZ MK                            034 35 49.6
 QT0437
 QT0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7799104465(NAD 83)
 QT0437
 QT0437|---------------------------------------------------------------------|
 QT0437| PID    Reference Object                     Distance      Geod. Az  |
 QT0437|                                                           dddmmss.s |
 QT0437| CQ7889 IMOGENE AZ MK                                      0361214.3 |
 QT0437| CQ7890 IMOGENE RM 1                          7.428 METERS 07535     |
 QT0437| QT0436 IMOGENE                               7.150 METERS 17002     |
 QT0437|---------------------------------------------------------------------|
 QT0437
 QT0437                          SUPERSEDED SURVEY CONTROL
 QT0437
 QT0437  NAD 83(1993)-  45 10 16.33634(N)    102 44 05.65783(W) AD(       ) 3
 QT0437  NAD 83(1986)-  45 10 16.33530(N)    102 44 05.65730(W) AD(       ) 3
 QT0437  NAD 27      -  45 10 16.38100(N)    102 44 04.07200(W) AD(       ) 3
 QT0437
 QT0437.Superseded values are not recommended for survey control.
 QT0437
 QT0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0437.See file dsdata.pdf to determine how the superseded data were derived.
 QT0437
 QT0437_MARKER: DS = TRIANGULATION STATION DISK
 QT0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0437_STAMPING: IMOGENE 1952
 QT0437_MARK LOGO: CGS
 QT0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0437+STABILITY: SURFACE MOTION
 QT0437
 QT0437  HISTORY     - Date     Condition        Report By
 QT0437  HISTORY     - 1952     MONUMENTED       CGS
 QT0437
 QT0437                          STATION DESCRIPTION
 QT0437
 QT0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0437'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST-NORTHWEST OF BIXBY,
 QT0437'IN THE SOUTHEAST 1/4 OF SECTION 14, T 14 N, R 11 E, ABOUT 0.4
 QT0437'MILE SOUTHWESTERLY OF A GRADED DIRT ROAD, ON THE CREST OF A LOW
 QT0437'KNOLL, 25 FEET EASTERLY OF A STEEP BANK ON THE WEST SIDE OF THE
 QT0437'KNOLL, AND 6 FEET EAST-SOUTHEAST OF A 4 IN X 4 IN WITNESS POST.
 QT0437'
 QT0437'TO REACH THE STATION FROM THE POST OFFICE IN BIXBY, GO SOUTHERLY
 QT0437'FOR 0.25 MILE TO A FORK.  CONTINUE SOUTH FOR 0.4 MILE.  THEN
 QT0437'RIGHT, WEST, FOR 1.0 MILE TO A FORK.  THEN LEFT SOUTHWESTERLY
 QT0437'AND WEST FOR 7.05 MILE TO THE ABANDONED IMOGENE POST OFFICE ON
 QT0437'THE LEFT.  THEN RIGHT, NORTH, FOR 2.05 MILE TO A STEEL BRIDGE
 QT0437'OVER THE MOREAU RIVER.  CONTINUE NORTH FOR 0.3 MILE.  THEN LEFT,
 QT0437'NORTHWESTERLY, FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT
 QT0437'AT THE CREST OF A LOW RIDGE.  BEAR SHARP LEFT, SOUTHWESTERLY,
 QT0437'FOR 0.2 MILE TO A WIRE FENCE.  THEN SOUTHERLY, ALONG THE EAST
 QT0437'SIDE OF THE FENCE FOR 0.2 MILE TO A WIRE GATE.  THEN THROUGH
 QT0437'GATE, BEAR RIGHT, NORTHWESTERLY, FOR 0.1 MILE TO THE
 QT0437'STATION.
 QT0437'
 QT0437'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0437'IMOGENE 1952.
 QT0437'
 QT0437'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE KNOLL, AND 29
 QT0437'FEET EAST OF THE WITNESS POST.  IT PROJECTS 6 INCHES, AND THE
 QT0437'DISK IS STAMPED IMOGENE NO 1 1952.
 QT0437'
 QT0437'THE UNIDENTIFIED BENCH MARK (USBR) (R.M. 2) IS 27 FEET SOUTHEAST
 QT0437'OF THE WITNESS POST, AND IN A TRIANGULAR WIRE FENCE ENCLOSURE.
 QT0437'IT IS A U.S. BUREAU OF RECLAMATION BENCH MARK DISK, UNSTAMPED,
 QT0437'SET IN THE TOP OF A 12 IN X 12 IN CONCRETE POST THAT PROJECTS
 QT0437'4 INCHES.
 QT0437'
 QT0437'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF THE GRADED
 QT0437'DIRT ROAD, AND 3 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST.
 QT0437'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED IMOGENE 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0937 ***********************************************************************
 OR0937  DESIGNATION -  INDIAN
 OR0937  PID         -  OR0937
 OR0937  STATE/COUNTY-  SD/LYMAN
 OR0937  COUNTRY     -  US
 OR0937  USGS QUAD   -  HAMILL NE (2017)
 OR0937
 OR0937                         *CURRENT SURVEY CONTROL
 OR0937  ______________________________________________________________________
 OR0937* NAD 83(1996) POSITION- 43 37 51.88527(N) 099 30 14.75543(W)   ADJUSTED
 OR0937* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 OR0937  ______________________________________________________________________
 OR0937  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 OR0937  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 OR0937  HORZ ORDER      -  SECOND
 OR0937
 OR0937.The horizontal coordinates were established by classical geodetic methods
 OR0937.and adjusted by the National Geodetic Survey in January 1998.
 OR0937
 OR0937.The orthometric height was scaled from a topographic map.
 OR0937
 OR0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0937.GEOID18 height accuracy estimate available here.
 OR0937
 OR0937.Click photographs - Photos may exist for this station.
 OR0937
 OR0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0937
 OR0937. The following values were computed from the NAD 83(1996) position.
 OR0937
 OR0937;                    North         East     Units Scale Factor Converg.
 OR0937;SPC SD S     -   144,502.173   666,913.136   MT  0.99990689   +0 34 19.4
 OR0937;SPC SD S     -   474,087.55  2,188,030.85   sFT  0.99990689   +0 34 19.4
 OR0937;UTM  14      - 4,831,022.391   459,334.722   MT  0.99962034   -0 20 52.2
 OR0937
 OR0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0937!SPC SD S     -   0.99991841  x   0.99990689  =   0.99982531
 OR0937!UTM  14      -   0.99991841  x   0.99962034  =   0.99953878
 OR0937
 OR0937:                Primary Azimuth Mark                     Grid Az
 OR0937:SPC SD S     -  WILLRODT                                 081 09 29.8
 OR0937:UTM  14      -  WILLRODT                                 082 04 41.4
 OR0937
 OR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5933431022(NAD 83)
 OR0937
 OR0937|---------------------------------------------------------------------|
 OR0937| PID    Reference Object                     Distance      Geod. Az  |
 OR0937|                                                           dddmmss.s |
 OR0937| OR0854 WILLRODT                            APPROX.14.4 KM 0814349.2 |
 OR0937|---------------------------------------------------------------------|
 OR0937
 OR0937                          SUPERSEDED SURVEY CONTROL
 OR0937
 OR0937  NAD 83(1995)-  43 37 51.88316(N)    099 30 14.76037(W) AD(       ) 2
 OR0937  NAD 83(1986)-  43 37 51.88483(N)    099 30 14.76059(W) AD(       ) 2
 OR0937  NAD 27      -  43 37 51.88100(N)    099 30 13.39100(W) AD(       ) 2
 OR0937  MORC        -  43 37 49.46000(N)    099 30 13.57000(W) AD(       ) 3
 OR0937
 OR0937.Superseded values are not recommended for survey control.
 OR0937
 OR0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0937.See file dsdata.pdf to determine how the superseded data were derived.
 OR0937
 OR0937_MARKER: Z = SEE DESCRIPTION
 OR0937_SETTING: 0 = UNSPECIFIED SETTING
 OR0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0937
 OR0937  HISTORY     - Date     Condition        Report By
 OR0937  HISTORY     - 1889     MONUMENTED       MORC
 OR0937
 OR0937                          STATION DESCRIPTION
 OR0937
 OR0937'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0937'INDIAN IS ON RIGHT BANK, ON A SMALL MOUND ON A CROOKED, BROKEN
 OR0937'RIDGE, 3-1/2 MILES FROM RIVER AT A POINT 1-1/2 MILES BELOW
 OR0937'MOUTH OF WHITE RIVER.  THERE IS A HIGH POINT ON TOP OF
 OR0937'SAME RIDGE 1 MILE SOUTH OF STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0693 ***********************************************************************
 PS0693  DESIGNATION -  INDIAN
 PS0693  PID         -  PS0693
 PS0693  STATE/COUNTY-  SD/LYMAN
 PS0693  COUNTRY     -  US
 PS0693  USGS QUAD   -  BIG BEND DAM (2017)
 PS0693
 PS0693                         *CURRENT SURVEY CONTROL
 PS0693  ______________________________________________________________________
 PS0693* NAD 83(1996) POSITION- 44 02 11.97005(N) 099 29 08.66075(W)   ADJUSTED
 PS0693* NAVD 88 ORTHO HEIGHT -   531.    (meters)     1742.    (feet) SCALED
 PS0693  ______________________________________________________________________
 PS0693  GEOID HEIGHT    -        -24.899 (meters)                     GEOID18
 PS0693  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 PS0693  HORZ ORDER      -  SECOND
 PS0693
 PS0693.The horizontal coordinates were established by classical geodetic methods
 PS0693.and adjusted by the National Geodetic Survey in January 1998.
 PS0693
 PS0693.The orthometric height was scaled from a topographic map.
 PS0693
 PS0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0693.GEOID18 height accuracy estimate available here.
 PS0693
 PS0693.Click photographs - Photos may exist for this station.
 PS0693
 PS0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0693
 PS0693. The following values were computed from the NAD 83(1996) position.
 PS0693
 PS0693;                    North         East     Units Scale Factor Converg.
 PS0693;SPC SD S     -   189,574.485   667,934.737   MT  0.99993348   +0 35 05.0
 PS0693;SPC SD S     -   621,962.29  2,191,382.55   sFT  0.99993348   +0 35 05.0
 PS0693;UTM  14      - 4,876,059.095   461,080.269   MT  0.99961863   -0 20 15.5
 PS0693
 PS0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0693!SPC SD S     -   0.99992059  x   0.99993348  =   0.99985408
 PS0693!UTM  14      -   0.99992059  x   0.99961863  =   0.99953926
 PS0693
 PS0693:                Primary Azimuth Mark                     Grid Az
 PS0693:SPC SD S     -  INDIAN AZ MK                             166 00 23.5
 PS0693:UTM  14      -  INDIAN AZ MK                             166 55 44.0
 PS0693
 PS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6108076059(NAD 83)
 PS0693
 PS0693|---------------------------------------------------------------------|
 PS0693| PID    Reference Object                     Distance      Geod. Az  |
 PS0693|                                                           dddmmss.s |
 PS0693| CO5676 INDIAN RM 2                           8.775 METERS 10631     |
 PS0693| CO5674 INDIAN AZ MK                                       1663528.5 |
 PS0693| PS0710 LOWER BRULE ST MARYS CATH CH        APPROX. 7.7 KM 3075340.6 |
 PS0693| CO5675 INDIAN RM 1                          11.327 METERS 34704     |
 PS0693|---------------------------------------------------------------------|
 PS0693
 PS0693                          SUPERSEDED SURVEY CONTROL
 PS0693
 PS0693  NAD 83(1986)-  44 02 11.96830(N)    099 29 08.66687(W) AD(       ) 2
 PS0693  NAD 27      -  44 02 12.00200(N)    099 29 07.27800(W) AD(       ) 2
 PS0693
 PS0693.Superseded values are not recommended for survey control.
 PS0693
 PS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0693.See file dsdata.pdf to determine how the superseded data were derived.
 PS0693
 PS0693_MARKER: DS = TRIANGULATION STATION DISK
 PS0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0693_STAMPING: INDIAN 1948
 PS0693_MARK LOGO: CGS
 PS0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0693+STABILITY: SURFACE MOTION
 PS0693
 PS0693  HISTORY     - Date     Condition        Report By
 PS0693  HISTORY     - 1948     MONUMENTED       CGS
 PS0693  HISTORY     - 1952     MARK NOT FOUND   USGS
 PS0693
 PS0693                          STATION DESCRIPTION
 PS0693
 PS0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0693'STATION IS LOCATED ON A HIGH FLAT TOP BLUFF IN PASTURE LAND
 PS0693'ABOUT 6 MILES SOUTHWEST OF LOWER BRULE AND 1 MILE SOUTH OF
 PS0693'THE MISSOURI RIVER ON THE LOWER BRULE INDIAN RESERVATION.
 PS0693'STATION IS 7 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS
 PS0693'ABOUT 3 INCHES AND THE DISK IS STAMPED INDIAN 1948.
 PS0693'
 PS0693'REFERENCE MARK NO. 1 IS 37.16 FEET NORTH OF STATION.  THE MARK
 PS0693'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED INDIAN NO 1 1948.
 PS0693'
 PS0693'REFERENCE MARK NO. 2 IS 28.79 FEET SOUTHEAST OF STATION.  THE
 PS0693'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED INDIAN
 PS0693'NO 2 1948.
 PS0693'
 PS0693'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF STATION,
 PS0693'24 FEET WEST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD
 PS0693'AND 2.5 FEET EAST NORTHEAST OF WITNESS POST.  THE MARK PROJECTS
 PS0693'ABOUT 4 INCHES AND THE DISK IS STAMPED INDIAN 1948.
 PS0693'
 PS0693'TO REACH FROM THE MOBILGAS SERVICE STATION AND CAFE ON U.S.
 PS0693'HIGHWAY 16 IN OACOMA GO WEST A FEW YARDS TO A GRAVEL T ROAD
 PS0693'ON THE RIGHT.  TURN RIGHT AND FOLLOW MAIN ROAD NORTH AND
 PS0693'WEST FOR 10.3 MILES TO FORKS.  TAKE LEFT FORK AND CONTINUE
 PS0693'WEST ON MAIN ROAD FOR 2.05 MILES TO CROSSROADS WITH SCHOOLHOUSE
 PS0693'IN SOUTHEAST ANGLE.  TURN RIGHT AND GO NORTH FOR 3.05 MILES
 PS0693'TO CROSSROADS.  CONTINUE NORTH ON DIM ROAD FOR 3.05 MILES
 PS0693'TO WIRE GATE.  PASS THROUGH GATE AND CONTINUE NORTHWEST FOR
 PS0693'1.2 MILES TO ANOTHER WIRE GATE.  PASS THROUGH GATE AND TAKE
 PS0693'RIGHT FORK EAST FOR 0.4 MILE TO FORK.  TAKE LEFT FORK FOR
 PS0693'0.05 MILE TO ANOTHER FORK.  TAKE LEFT FORK AND FOLLOW DIM
 PS0693'TRACK ROAD NORTHWEST FOR 1.7 MILES TO AZIMUTH MARK ON LEFT
 PS0693'OR WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR
 PS0693'0.6 MILE.  HERE LEAVE TRACK ROAD AND GO NORTH 0.1 MILE TO
 PS0693'HIGHEST POINT AND TO STATION AS DESCRIBED.
 PS0693'
 PS0693'A 4 FOOT SIGNAL AT STATION BADGER (USGS) IS VISIBLE FROM THE
 PS0693'GROUND.
 PS0693'
 PS0693'A 4 FOOT SIGNAL AT STATION SOLDIER IS VISIBLE FROM THE GROUND.
 PS0693'
 PS0693'A 47 FOOT SIGNAL AT STATION BRULE IS VISIBLE FROM THE GROUND.
 PS0693'
 PS0693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0693
 PS0693                          STATION RECOVERY (1952)
 PS0693
 PS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 PS0693'THIS MARK COULD NOT BE LOCATED.  A STONE WAS FOUND THAT
 PS0693'APPEARED TO HAVE HAD A TABLET SET IN THE TOP BUT IT HAD BEEN
 PS0693'REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0760 ***********************************************************************
 OT0760  DESIGNATION -  INDIAN ALLOTMENT PIPE
 OT0760  PID         -  OT0760
 OT0760  STATE/COUNTY-  SD/SHANNON
 OT0760  COUNTRY     -  US
 OT0760  USGS QUAD   -  PINE RIDGE SW (2017)
 OT0760
 OT0760                         *CURRENT SURVEY CONTROL
 OT0760  ______________________________________________________________________
 OT0760* NAD 83(1996) POSITION- 43 02 44.98352(N) 102 40 22.35208(W)   ADJUSTED
 OT0760* NAVD 88 ORTHO HEIGHT -  1084.    (meters)     3556.    (feet) SCALED
 OT0760  ______________________________________________________________________
 OT0760  GEOID HEIGHT    -        -17.980 (meters)                     GEOID18
 OT0760  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 OT0760  HORZ ORDER      -  SECOND
 OT0760
 OT0760.The horizontal coordinates were established by classical geodetic methods
 OT0760.and adjusted by the National Geodetic Survey in January 1998.
 OT0760
 OT0760.The orthometric height was scaled from a topographic map.
 OT0760
 OT0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0760.GEOID18 height accuracy estimate available here.
 OT0760
 OT0760.Click photographs - Photos may exist for this station.
 OT0760
 OT0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0760
 OT0760. The following values were computed from the NAD 83(1996) position.
 OT0760
 OT0760;                    North         East     Units Scale Factor Converg.
 OT0760;SPC SD S     -    81,836.741   409,406.809   MT  0.99995646   -1 36 50.2
 OT0760;SPC SD S     -   268,492.71  1,343,195.51   sFT  0.99995646   -1 36 50.2
 OT0760;UTM  13      - 4,768,532.194   689,542.683   MT  1.00004198   +1 35 20.1
 OT0760
 OT0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0760!SPC SD S     -   0.99983293  x   0.99995646  =   0.99978940
 OT0760!UTM  13      -   0.99983293  x   1.00004198  =   0.99987490
 OT0760
 OT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8954268532(NAD 83)
 OT0760
 OT0760                          SUPERSEDED SURVEY CONTROL
 OT0760
 OT0760  NAD 83(1995)-  43 02 44.98318(N)    102 40 22.35206(W) AD(       ) 2
 OT0760  NAD 83(1993)-  43 02 44.97761(N)    102 40 22.35260(W) AD(       ) 2
 OT0760  NAD 83(1986)-  43 02 44.97067(N)    102 40 22.35038(W) AD(       ) 2
 OT0760  NAD 27      -  43 02 45.03400(N)    102 40 20.74700(W) AD(       ) 2
 OT0760
 OT0760.Superseded values are not recommended for survey control.
 OT0760
 OT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0760.See file dsdata.pdf to determine how the superseded data were derived.
 OT0760
 OT0760_MARKER: I = METAL ROD
 OT0760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0760_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0760
 OT0760  HISTORY     - Date     Condition        Report By
 OT0760  HISTORY     - 1934     MONUMENTED       CGS
 OT0760
 OT0760                          STATION DESCRIPTION
 OT0760
 OT0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0760'THE INDIAN ALLOTMENT PIPE PROJECTS 3 FEET, BUT IT IS LOOSE
 OT0760'IN THE GROUND AND LEANING AGAINST FENCE CORNER, SO DID NOT
 OT0760'TAKE SECOND READINGS.
 OT0760'
 OT0760'THE STATION IS REACHED FROM PINE RIDGE POST OFFICE BY GOING
 OT0760'S ON GRADED ROAD 0.5 MILE, THEN RIGHT AT SCHOOL ENTRANCE AND
 OT0760'GO 0.1 MILE, THEN CONTINUE ON GRADED ROAD WESTERLY FOR 4.1
 OT0760'MILES TO A T-FORK AND SAINT ANN CHURCH, ON THE W SIDE OF THE
 OT0760'ROAD.  TURN RIGHT OR N ON GRADED ROAD AND GO N AND W 2.6 MILES
 OT0760'TO AN INDIAN ALLOTMENT PIPE IN NE FENCE CORNER AND THE STATION.
 OT0760'THE GRADED ROAD TURNS W HERE AND THERE IS A DIM ROAD CONTINUING
 OT0760'STRAIGHT AHEAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0768 ***********************************************************************
 OT0768  DESIGNATION -  INDIAN ALLOTMENT SURVEY MARK
 OT0768  PID         -  OT0768
 OT0768  STATE/COUNTY-  SD/SHANNON
 OT0768  COUNTRY     -  US
 OT0768  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0768
 OT0768                         *CURRENT SURVEY CONTROL
 OT0768  ______________________________________________________________________
 OT0768* NAD 83(1996) POSITION- 43 09 33.78011(N) 102 58 34.31356(W)   ADJUSTED
 OT0768* NAVD 88 ORTHO HEIGHT -   960.    (meters)     3150.    (feet) SCALED
 OT0768  ______________________________________________________________________
 OT0768  GEOID HEIGHT    -        -17.563 (meters)                     GEOID18
 OT0768  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 OT0768  HORZ ORDER      -  SECOND
 OT0768
 OT0768.The horizontal coordinates were established by classical geodetic methods
 OT0768.and adjusted by the National Geodetic Survey in January 1998.
 OT0768
 OT0768.The orthometric height was scaled from a topographic map.
 OT0768
 OT0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0768.GEOID18 height accuracy estimate available here.
 OT0768
 OT0768.Click photographs - Photos may exist for this station.
 OT0768
 OT0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0768
 OT0768. The following values were computed from the NAD 83(1996) position.
 OT0768
 OT0768;                    North         East     Units Scale Factor Converg.
 OT0768;SPC SD S     -    95,186.176   385,105.522   MT  0.99993876   -1 49 23.5
 OT0768;SPC SD S     -   312,289.98  1,263,467.03   sFT  0.99993876   -1 49 23.5
 OT0768;UTM  13      - 4,780,502.379   664,531.995   MT  0.99993302   +1 23 04.7
 OT0768
 OT0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0768!SPC SD S     -   0.99985231  x   0.99993876  =   0.99979108
 OT0768!UTM  13      -   0.99985231  x   0.99993302  =   0.99978534
 OT0768
 OT0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6453180502(NAD 83)
 OT0768
 OT0768                          SUPERSEDED SURVEY CONTROL
 OT0768
 OT0768  NAD 83(1995)-  43 09 33.77935(N)    102 58 34.31217(W) AD(       ) 2
 OT0768  NAD 83(1993)-  43 09 33.77317(N)    102 58 34.30863(W) AD(       ) 2
 OT0768  NAD 83(1986)-  43 09 33.76438(N)    102 58 34.31258(W) AD(       ) 2
 OT0768  NAD 27      -  43 09 33.84200(N)    102 58 32.62000(W) AD(       ) 2
 OT0768
 OT0768.Superseded values are not recommended for survey control.
 OT0768
 OT0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0768.See file dsdata.pdf to determine how the superseded data were derived.
 OT0768
 OT0768_MARKER: P = PIPE CAP
 OT0768_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0768_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0768
 OT0768  HISTORY     - Date     Condition        Report By
 OT0768  HISTORY     - 1936     MONUMENTED       CGS
 OT0768
 OT0768                          STATION DESCRIPTION
 OT0768
 OT0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OT0768'THERE IS AN INDIAN ALLOTMENT SURVEY MARK 148.4 FEET NORTHWEST
 OT0768'OF STATION.  IT MARKS THE CORNER OF SECTIONS 22, 23, 26 AND 27.
 OT0768'IT IS A BRONZE CAP SET ON TOP OF CAST-IRON PIPE.  THE MARK IS
 OT0768'IN A WEAKENED CONDITION AND HAS BEEN PULLED SLIGHTLY FROM
 OT0768'ITS ORIGINAL POSITION, BY BEING USED AS GUY STAKE FOR A FENCE
 OT0768'POST.
 OT0768'
 OT0768'TO REACH THE STATION FROM OGLALA POST OFFICE FOLLOW U.S.
 OT0768'HIGHWAY 18 NORTHWEST FOR 0.7 MILE TO Y-INTERSECTION, LEAVE
 OT0768'U.S. 18 AND GO WEST AND SOUTHWEST ON DIRT ROAD FOR 12.9 MILES
 OT0768'(ABOUT 150 YARDS EAST OF FENCE LINE AND CATTLE GUARD), LEAVE
 OT0768'ROAD AND GO NORTHWEST ABOUT 300 FEET TO HIGHEST POINT OF HILL
 OT0768'AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0715 ***********************************************************************
 PS0715  DESIGNATION -  INDIAN ALLOTMENT T109N R74W
 PS0715  PID         -  PS0715
 PS0715  STATE/COUNTY-  SD/HUGHES
 PS0715  COUNTRY     -  US
 PS0715  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0715
 PS0715                         *CURRENT SURVEY CONTROL
 PS0715  ______________________________________________________________________
 PS0715* NAD 83(1996) POSITION- 44 14 37.25774(N) 099 41 41.43912(W)   ADJUSTED
 PS0715* NAVD 88 ORTHO HEIGHT -   600.    (meters)     1968.    (feet) SCALED
 PS0715  ______________________________________________________________________
 PS0715  GEOID HEIGHT    -        -24.076 (meters)                     GEOID18
 PS0715  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 PS0715  HORZ ORDER      -  SECOND
 PS0715
 PS0715.The horizontal coordinates were established by classical geodetic methods
 PS0715.and adjusted by the National Geodetic Survey in January 1998.
 PS0715
 PS0715.The orthometric height was scaled from a topographic map.
 PS0715
 PS0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0715.GEOID18 height accuracy estimate available here.
 PS0715
 PS0715.Click photographs - Photos may exist for this station.
 PS0715
 PS0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0715
 PS0715. The following values were computed from the NAD 83(1996) position.
 PS0715
 PS0715;                    North         East     Units Scale Factor Converg.
 PS0715;SPC SD S     -   212,426.197   650,998.504   MT  0.99996642   +0 26 25.7
 PS0715;SPC SD S     -   696,934.95  2,135,817.59   sFT  0.99996642   +0 26 25.7
 PS0715;UTM  14      - 4,899,173.446   444,519.960   MT  0.99963785   -0 29 05.3
 PS0715
 PS0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0715!SPC SD S     -   0.99990965  x   0.99996642  =   0.99987607
 PS0715!UTM  14      -   0.99990965  x   0.99963785  =   0.99954753
 PS0715
 PS0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4451999173(NAD 83)
 PS0715
 PS0715                          SUPERSEDED SURVEY CONTROL
 PS0715
 PS0715  NAD 83(1986)-  44 14 37.25489(N)    099 41 41.44471(W) AD(       ) 2
 PS0715  NAD 27      -  44 14 37.30700(N)    099 41 40.03100(W) AD(       ) 2
 PS0715
 PS0715.Superseded values are not recommended for survey control.
 PS0715
 PS0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0715.See file dsdata.pdf to determine how the superseded data were derived.
 PS0715
 PS0715_MARKER: P = PIPE CAP
 PS0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PS0715_STAMPING: T109N R74W 1491 1492
 PS0715_MAGNETIC: P = MARKER IS A STEEL PIPE
 PS0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0715
 PS0715  HISTORY     - Date     Condition        Report By
 PS0715  HISTORY     - 1948     MONUMENTED       CGS
 PS0715
 PS0715                          STATION DESCRIPTION
 PS0715
 PS0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0715'STATION IS LOCATED ABOUT 11 MILES EAST AND 2-1/2 MILES SOUTH OF
 PS0715'DEGREY POST-OFFICE, 2 MILES NORTH OF THE BIG BEND OF THE MISSOURI
 PS0715'RIVER, 3/4 MILE WEST OF CHANEY RUSH CREEK.  IN THE SOUTHEAST 1/4
 PS0715'OF SEC. 14, T. 109 N., R. 74 W., OR AT THE CORNER OF THE SEC.
 PS0715'IT IS IN THE EAST-WEST FENCE LINE ABOUT 0.2 MILE WEST OF A SMALL
 PS0715'ROUND AND ROCKY KNOLL.  THE MARK IS AN 1-1/2 INCH IRON PIPE THAT
 PS0715'PROJECTS ABOUT 18 INCHES WITH A BRONZE CAP ON THE TOP.  THE
 PS0715'CAP WAS MARKED WITH A CROSS AND THE ONLY DECIPHERABLE STAMPING
 PS0715'WAS AS FOLLOWS--T 109 R 74 1491 1492
 PS0715'
 PS0715'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHANEY
 PS0715'WITH THE FOLLOWING RESULTS--IT IS 367.135 METERS (1,204.51 FEET)
 PS0715'WEST OF STATION CHANEY.
 PS0715'
 PS0715'STATION WAS REACHED FROM THE DE GREY POST OFFICE IN W.S. COOPERS
 PS0715'STORE (WHICH IS 23-1/2 MILES SOUTH AND EAST OF PIERRE) BY GOING
 PS0715'EAST AND SOUTH ON A GRAVELED ROAD FOR 1.2 MILES TO A FORKS,
 PS0715'THENCE RIGHT FORK FOR 2.6 MILES TO WHERE MAIN ROAD TURNS RIGHT.
 PS0715'TURN RIGHT OR SOUTH FOR 0.5 MILE TO ROAD TO THE LEFT.  TURN LEFT
 PS0715'OR EAST AND GO 2 MILES TO A GRAVEL ROAD.  TURN LEFT OR NORTH AND
 PS0715'GO 2.9 MILES TO A CROSSROADS.  HERE TURN RIGHT OR EAST AND
 PS0715'FOLLOW MAIN ROAD FOR 6.55 MILES TO A WIRE GATE ON THE RIGHT AND
 PS0715'A TRACK ROAD ON THE LEFT.  TURN RIGHT, THRU GATE, AND CONTINUE
 PS0715'SOUTH TO A. BURKI AND SONS RANCH BUILDINGS.  CONTINUE
 PS0715'SOUTHEAST, ACROSS FARMYARD, TO THE GATE IN THE SOUTHEAST
 PS0715'CORNER.  GO THRU GATE AND FOLLOW TRACK ROAD WESTERLY,
 PS0715'PASSING TO THE LEFT OF AN EARTH DAM, TO A GATE.  GO THRU GATE
 PS0715'AND FOLLOW TRACK ROAD WESTERLY TO FENCE CORNER.  THENCE
 PS0715'LEFT OR SOUTH ON MAIN TRACK ROAD FOR 1.75 MILES TO GATE IN THE
 PS0715'EAST-WEST FENCE.  (GATE HAS HIGH GATEPOSTS) PASS THRU GATE AND
 PS0715'CONTINUE SOUTHERLY FOR 0.95 MILES TO A Y-FORKS.  TAKE RIGHT FORK
 PS0715'AND GO SOUTHWEST FOR 0.65 MILE TO NORTH-SOUTH FENCE, THEN
 PS0715'SOUTH ALONG FENCE TO GATE IN FENCE CORNER.  GO THRU GATE AND
 PS0715'CONTINUE WEST 0.1 MILE TO GATE IN THE EAST-WEST FENCE.  TURN
 PS0715'LEFT THRU GATE AND CONTINUE SOUTH ON TRACK ROAD FOR 1.0
 PS0715'MILE TO EAST-WEST FENCE, THEN LEFT OR EAST 0.05 MILES TO THE MARK
 PS0715'IN THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0529 ***********************************************************************
 QT0529  DESIGNATION -  INDIAN BUTTE
 QT0529  PID         -  QT0529
 QT0529  STATE/COUNTY-  SD/BUTTE
 QT0529  COUNTRY     -  US
 QT0529  USGS QUAD   -  INDIAN BUTTE (2017)
 QT0529
 QT0529                         *CURRENT SURVEY CONTROL
 QT0529  ______________________________________________________________________
 QT0529* NAD 83(1996) POSITION- 45 08 29.18734(N) 103 57 59.05340(W)   ADJUSTED
 QT0529* NAVD 88 ORTHO HEIGHT -  1127.    (meters)     3697.    (feet) SCALED
 QT0529  ______________________________________________________________________
 QT0529  GEOID HEIGHT    -        -15.824 (meters)                     GEOID18
 QT0529  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 QT0529  HORZ ORDER      -  SECOND
 QT0529
 QT0529.The horizontal coordinates were established by classical geodetic methods
 QT0529.and adjusted by the National Geodetic Survey in January 1998.
 QT0529
 QT0529.The orthometric height was scaled from a topographic map.
 QT0529
 QT0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0529.GEOID18 height accuracy estimate available here.
 QT0529
 QT0529.Click photographs - Photos may exist for this station.
 QT0529
 QT0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0529
 QT0529. The following values were computed from the NAD 83(1996) position.
 QT0529
 QT0529;                    North         East     Units Scale Factor Converg.
 QT0529;SPC SD N     -   153,000.843   288,175.412   MT  0.99994035   -2 48 25.8
 QT0529;SPC SD N     -   501,970.27    945,455.50   sFT  0.99994035   -2 48 25.8
 QT0529;UTM  13      - 4,999,182.487   581,262.507   MT  0.99968120   +0 43 57.7
 QT0529
 QT0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0529!SPC SD N     -   0.99982589  x   0.99994035  =   0.99976625
 QT0529!UTM  13      -   0.99982589  x   0.99968120  =   0.99950714
 QT0529
 QT0529:                Primary Azimuth Mark                     Grid Az
 QT0529:SPC SD N     -  INDIAN BUTTE AZ MK                       139 22 35.4
 QT0529:UTM  13      -  INDIAN BUTTE AZ MK                       135 50 11.9
 QT0529
 QT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8126299182(NAD 83)
 QT0529
 QT0529|---------------------------------------------------------------------|
 QT0529| PID    Reference Object                     Distance      Geod. Az  |
 QT0529|                                                           dddmmss.s |
 QT0529| CQ7894 INDIAN BUTTE AZ MK                                 1363409.6 |
 QT0529| CQ7895 INDIAN BUTTE RM 1                    15.156 METERS 14440     |
 QT0529| CQ7896 INDIAN BUTTE RM 2                     9.243 METERS 23042     |
 QT0529|---------------------------------------------------------------------|
 QT0529
 QT0529                          SUPERSEDED SURVEY CONTROL
 QT0529
 QT0529  NAD 83(1993)-  45 08 29.18385(N)    103 57 59.05156(W) AD(       ) 2
 QT0529  NAD 83(1986)-  45 08 29.17560(N)    103 57 59.04925(W) AD(       ) 2
 QT0529  NAD 27      -  45 08 29.22500(N)    103 57 57.28000(W) AD(       ) 2
 QT0529
 QT0529.Superseded values are not recommended for survey control.
 QT0529
 QT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0529.See file dsdata.pdf to determine how the superseded data were derived.
 QT0529
 QT0529_MARKER: DS = TRIANGULATION STATION DISK
 QT0529_SETTING: 80 = SET IN A BOULDER
 QT0529_STAMPING: INDIAN BUTTE 1952
 QT0529_MARK LOGO: CGS
 QT0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0529+STABILITY: SURFACE MOTION
 QT0529
 QT0529  HISTORY     - Date     Condition        Report By
 QT0529  HISTORY     - 1952     MONUMENTED       CGS
 QT0529  HISTORY     - 1973     GOOD             USGS
 QT0529
 QT0529                          STATION DESCRIPTION
 QT0529
 QT0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0529'THE STATION IS LOCATED ABOUT 32 MILES NORTH AND 5-1/2 MILES
 QT0529'WEST OF BELLE FOURCHE, IN SECTION 26, T 14 N, R 1 E, ON PROPERTY
 QT0529'OWNED BY MR. LESLIE HEINBAUGH, ON THE SUMMIT OF A PROMINENT
 QT0529'BUTTE LOCALLY KNOWN AS INDIAN BUTTE, 68 FEET NORTH OF A
 QT0529'LARGE ROCK PILE, AND 40 FEET EAST OF THE EAST SIDE OF A
 QT0529'ROCK SHELTER.
 QT0529'
 QT0529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 212
 QT0529'AND U.S. HIGHWAY NO. 85 ABOUT 1.2 MILES NORTH OF BELLE FOURCHE,
 QT0529'GO NORTH ON NO. 85 FOR 12.05 MILES TO THE END OF THE HARD
 QT0529'SURFACED ROAD.  (SIGN CAMP CROOK) TURN LEFT, NORTHERLY, ON THE
 QT0529'CAMP CROOK ROAD (GRAVELED) FOR 10.6 MILES TO A STEEL BRIDGE.
 QT0529'CONTINUE NORTHERLY FOR 8.2 MILES TO A BLADED ROAD ON THE LEFT.
 QT0529'(SIGN HEINBAUGH RANCH) TURN LEFT, NORTHWESTERLY, FOR 2.1 MILES
 QT0529'TO THE HEINBAUGH RANCH ON THE RIGHT.  TURN RIGHT ON A TRACK
 QT0529'ROAD AT THE SOUTHWEST CORNER OF THE RANCH YARD, GO NORTHERLY
 QT0529'FOR 0.2 MILE TO A FORK.  THEN RIGHT, CONTINUE NORTHERLY, FOR
 QT0529'1.1 MILE TO A WIRE GATE.  THROUGH THE GATE, CONTINUE
 QT0529'NORTHERLY FOR 1.75 MILES TO THE AZIMUTH MARK ON THE LEFT.
 QT0529'CONTINUE NORTHWESTERLY FOR 1.0 MILE.  THEN BEAR RIGHT,
 QT0529'EASTERLY, FOR 0.1 MILE TO THE STATION.
 QT0529'
 QT0529'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0529'INDIAN BUTTE 1952.
 QT0529'
 QT0529'REFERENCE MARK NO. 1 IS 20 FEET NORTH-NORTHEAST OF THE LARGE
 QT0529'ROCK PILE.  IT PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 QT0529'INDIAN BUTTE NO 1 1952.
 QT0529'
 QT0529'REFERENCE MARK NO. 2 IS 11 FEET EAST OF THE EAST EDGE OF THE
 QT0529'ROCK SHELTER.  IT PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 QT0529'INDIAN BUTTE NO 2 1952.
 QT0529'
 QT0529'THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF A WIRE FENCE
 QT0529'ENCLOSURE, ABOUT 150 YARDS SOUTH OF A BOARD CORRAL AND AN
 QT0529'EARTH DAM, 4 FEET NORTH OF A FENCE CORNER, AND 2 FEET NORTH
 QT0529'OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 3 INCHES, AND THE
 QT0529'DISK IS STAMPED INDIAN BUTTE 1952.
 QT0529
 QT0529                          STATION RECOVERY (1973)
 QT0529
 QT0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0529'TO REACH THE STATION FROM THE JCT. OF U.S. HWY 85 AND U.S. HWY
 QT0529'212 ABOUT 1.2 MILES NORTH OF BELLE FOURCHE, GO NORTH ON
 QT0529'U.S. 85 FOR 11.4 MILES TO GRAVEL RD. NORTH, AND SIGN CAMP CROOK
 QT0529'56.  TURN LEFT AND GO NORTH ON GRAVEL RD. FOR 17.7 MILES TO
 QT0529'A RD. FORK.  TAKE LEFT FORK AND GO WEST FOR 1.0 MILES TO A
 QT0529'TRACK RD. NORTH.  TURN RIGHT ON TRACK RD. AND GO NORTH AND
 QT0529'WEST FOR 2.3 MILES TO A WIRE GATE.  GO THROUGH GATE AND TURN
 QT0529'RIGHT, NORTH, ALONG PIPELINE FOR 0.9 MILES TO A TRACK RD.
 QT0529'NORTHWEST.  TURN LEFT ON TRACK RD. AND GO NORTHWEST FOR
 QT0529'0.5 MILES TO A CORRAL.  CONTINUE CROSS COUNTRY NORTHWEST FOR
 QT0529'0.8 MILES TO THE TOP OF BUTTE AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0595 ***********************************************************************
 QQ0595  DESIGNATION -  INDIAN CHURCH SPIRE
 QQ0595  PID         -  QQ0595
 QQ0595  STATE/COUNTY-  SD/ROBERTS
 QQ0595  COUNTRY     -  US
 QQ0595  USGS QUAD   -  PEEVER (2017)
 QQ0595
 QQ0595                         *CURRENT SURVEY CONTROL
 QQ0595  ______________________________________________________________________
 QQ0595* NAD 83(1996) POSITION- 45 37 24.87062(N) 096 52 32.59668(W)   ADJUSTED
 QQ0595  ______________________________________________________________________
 QQ0595  GEOID HEIGHT    -        -25.953 (meters)                     GEOID18
 QQ0595  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 QQ0595  HORZ ORDER      -  THIRD
 QQ0595
 QQ0595.The horizontal coordinates were established by classical geodetic methods
 QQ0595.and adjusted by the National Geodetic Survey in January 1998.
 QQ0595
 QQ0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0595.GEOID18 height accuracy estimate available here.
 QQ0595
 QQ0595.Click photographs - Photos may exist for this station.
 QQ0595
 QQ0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0595
 QQ0595. The following values were computed from the NAD 83(1996) position.
 QQ0595
 QQ0595;                    North         East     Units Scale Factor Converg.
 QQ0595;SPC SD N     -   203,643.224   843,589.683   MT  0.99998901   +2 12 40.2
 QQ0595;SPC SD N     -   668,119.48  2,767,677.15   sFT  0.99998901   +2 12 40.2
 QQ0595;UTM  14      - 5,054,420.199   665,598.888   MT  0.99993716   +1 31 07.3
 QQ0595
 QQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6559854420(NAD 83)
 QQ0595
 QQ0595                          SUPERSEDED SURVEY CONTROL
 QQ0595
 QQ0595  NAD 83(1986)-  45 37 24.87083(N)    096 52 32.58530(W) AD(       ) 3
 QQ0595  NAD 27      -  45 37 25.01100(N)    096 52 31.31200(W) AD(       ) 3
 QQ0595  USSD        -  45 37 25.17200(N)    096 52 31.73700(W) AD(       ) 3
 QQ0595
 QQ0595.Superseded values are not recommended for survey control.
 QQ0595
 QQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0595.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0595
 QQ0595_MARKER: 90 = CHURCH SPIRE
 QQ0595
 QQ0595  HISTORY     - Date     Condition        Report By
 QQ0595  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0595  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QQ0595
 QQ0595                          STATION DESCRIPTION
 QQ0595
 QQ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QQ0595'IN 1935 REPORTED THAT TOP OF BELFRY HAS BEEN MADE SMALLER AND LOWER,
 QQ0595'BUT ITS POSITION WAS PROBABLY NOT CHANGED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1045 ***********************************************************************
 PT1045  DESIGNATION -  INGHAM RESET
 PT1045  PID         -  PT1045
 PT1045  STATE/COUNTY-  SD/HUGHES
 PT1045  COUNTRY     -  US
 PT1045  USGS QUAD   -  OAHE DAM (2017)
 PT1045
 PT1045                         *CURRENT SURVEY CONTROL
 PT1045  ______________________________________________________________________
 PT1045* NAD 83(1996) POSITION- 44 29 30.97630(N) 100 29 26.36855(W)   ADJUSTED
 PT1045* NAVD 88 ORTHO HEIGHT -   566.    (meters)     1857.    (feet) SCALED
 PT1045  ______________________________________________________________________
 PT1045  GEOID HEIGHT    -        -22.975 (meters)                     GEOID18
 PT1045  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 PT1045  HORZ ORDER      -  SECOND
 PT1045
 PT1045.The horizontal coordinates were established by classical geodetic methods
 PT1045.and adjusted by the National Geodetic Survey in January 1998.
 PT1045
 PT1045.The orthometric height was scaled from a topographic map.
 PT1045
 PT1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1045.GEOID18 height accuracy estimate available here.
 PT1045
 PT1045.Click photographs - Photos may exist for this station.
 PT1045
 PT1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1045
 PT1045. The following values were computed from the NAD 83(1996) position.
 PT1045
 PT1045;                    North         East     Units Scale Factor Converg.
 PT1045;SPC SD S     -   239,827.806   587,486.036   MT  1.00002326   -0 06 30.7
 PT1045;SPC SD S     -   786,835.06  1,927,443.77   sFT  1.00002326   -0 06 30.7
 PT1045;UTM  14      - 4,927,594.266   381,479.460   MT  0.99977275   -1 02 41.2
 PT1045
 PT1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1045!SPC SD S     -   0.99991480  x   1.00002326  =   0.99993806
 PT1045!UTM  14      -   0.99991480  x   0.99977275  =   0.99968757
 PT1045
 PT1045:                Primary Azimuth Mark                     Grid Az
 PT1045:SPC SD S     -  INGHAM AZ MK                             357 53 43.5
 PT1045:UTM  14      -  INGHAM AZ MK                             358 49 54.0
 PT1045
 PT1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8147927594(NAD 83)
 PT1045
 PT1045|---------------------------------------------------------------------|
 PT1045| PID    Reference Object                     Distance      Geod. Az  |
 PT1045|                                                           dddmmss.s |
 PT1045| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX.13.3 KM 1250156.4 |
 PT1045| CO5677 INGHAM RM 1                          13.503 METERS 18651     |
 PT1045| CO5678 INGHAM RM 2                          38.460 METERS 28219     |
 PT1045| AH8714 INGHAM AZ MK                                       3574712.8 |
 PT1045|---------------------------------------------------------------------|
 PT1045
 PT1045                          SUPERSEDED SURVEY CONTROL
 PT1045
 PT1045  NAD 83(1986)-  44 29 30.97100(N)    100 29 26.37201(W) AD(       ) 2
 PT1045  NAD 27      -  44 29 31.04300(N)    100 29 24.87300(W) AD(       ) 2
 PT1045  MORC        -  44 29 28.34000(N)    100 29 24.58000(W) AD(       ) 3
 PT1045
 PT1045.Superseded values are not recommended for survey control.
 PT1045
 PT1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1045.See file dsdata.pdf to determine how the superseded data were derived.
 PT1045
 PT1045_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1045_STAMPING: INGHAM MORC 1889 1982
 PT1045_MARK LOGO: NGS
 PT1045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1045+STABILITY: SURFACE MOTION
 PT1045
 PT1045  HISTORY     - Date     Condition        Report By
 PT1045  HISTORY     - 1982     MONUMENTED       NGS
 PT1045
 PT1045                          STATION DESCRIPTION
 PT1045
 PT1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT1045'THE UNDERGROUND MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 PT1045'RECOVERED IN GOOD CONDITION.  THE CONCRETE ON ONE CORNER OF REFERENCE
 PT1045'MAR 2 HAS A CHIP IN IT, INDICATING IT HAS BEEN HIT, BUT IT IS VERY
 PT1045'STABLE.  REFERENCE MARK 1 WAS FOUND LAYING ON TOP OF THE GROUND ABOUT
 PT1045'30 M (98.4 FT) FROM WHERE IT WAS SET.  THE PIPE SURFACE STATION MARK
 PT1045'WAS NOT RECOVERED.  THE AREA WHERE THE STATION IS LOCATED IS NOW
 PT1045'CULTIVATED.  A NEW SURFACE MARK WAS SET, OVER THE UNDERGROUND, ABOUT
 PT1045'0.3 M (1.0 FT) BELOW THE SURFACE AND REFERENCE MARK 3 WAS SET.  NEW
 PT1045'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED 24 KM (14.90 MI)
 PT1045'NORTHWEST OF PIERRE ON THE TOP OF A ROLLING HILL, IN A CULTIVATED
 PT1045'FIELD.  THE PROPERTY IS OWNED BY FREEDA ROBINSON, PIERRE, SD AND IS
 PT1045'RENTED BY KENNETH HOFER, PIERRE, SD.  TO REACH THE STATION FROM THE
 PT1045'EAST END OF THE OAHE RESERVOIR DAM, GO NORTH, NORTHWEST, AND WEST ON
 PT1045'HIGHWAY 1804 FOR 7.9 KM (4.90 MI) TO WHERE HIGHWAY 1804 TURNS NORTH.
 PT1045'CONTINUE AHEAD, WEST, ON A GRAVELED ROAD FOR 3.4 KM (2.10 MI) TO A
 PT1045'SIDE ROAD LEFT.  TURN LEFT AND FOLLOW GRAVELED ROAD SOUTH FOR 0.2 KM
 PT1045'(0.10 MI) SOUTH ON GRAVELED ROAD FOR 1.1 KM (0.70 MI) TO THE STATION
 PT1045'ON THE LEFT.  THE STATION IS A STANDARD NGS DISK STAMPED INGHAM MORC
 PT1045'1889 1982 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 PT1045'CM) IN DIAMETER RECESSED 12 INCHES (30 CM) BELOW THE GROUND.  LOCATED
 PT1045'50.3 METERS (165.0 FT) E FROM THE CENTER OF THE GRAVELED ROAD.  51.2
 PT1045'METERS (168.0 FT) NE FROM A METAL WITNESS POST. 38.7 METERS (127.0 FT)
 PT1045'ESE FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A LIMESTONE
 PT1045'TABLET WITH A SMALL HOLE DRILLED IN IT FOR THE CONTROL POINT.  IT IS
 PT1045'45 M (147.6 FT) (18 INCHES) SQUARE WITH A TRIANGLE AND US INSCRIBED IN
 PT1045'IT 3 FEET (0.9 M) 0.9 METERS (3.0 FT) BELOW THE SURFACE.  REFERENCE
 PT1045'MARK NO 2 IS A STANDARD CGS DISK STAMPED INGHAM MRC NO 2 1945 SET INTO
 PT1045'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE,
 PT1045'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. LOCATED 12.5 METERS E
 PT1045'FROM THE CENTER OF THE GRAVELED ROAD.  3.6 METERS (11.8 FT) W FROM A
 PT1045'FENCE.  0.32 METERS (1.05 FT) E FROM A METAL WITNESS POST, AND 1 FEET,
 PT1045'(0.3 M) 0.3 METERS (1.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO
 PT1045'3 IS A STANDARD NGS DISK STAMPED INGHAM MORC 1889 NO 3 1982 SET INTO
 PT1045'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PT1045'PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 15.7 METERS
 PT1045'(51.5 FT) E FROM THE CENTER OF THE GRAVELED ROAD.  0.4 METER (1.3 FT)
 PT1045'W FROM A FENCE. 0.26 METER (0.85 FT) N FROM A METAL WITNESS POST, AND
 PT1045'3 FEET (0.9 M) 0.9 METERS (3.0 FT) LOWER THAN THE STATION.  AZIMUTH
 PT1045'MARK NO 1 IS A STANDARD CGS DISK STAMPED INGHAM MRC 1945 SET INTO THE
 PT1045'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE,
 PT1045'PROJECTING 4 INCHES 10 CM ABOVE THE GROUND.  LOCATED 12.7 METERS (41.7
 PT1045'FT) E FROM THE CENTER OF A GRAVELED ROAD.  2.5 METERS (8.2 FT) W FROM
 PT1045'A FENCE. 0.34 METER (1.12 FT) E FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0732 ***********************************************************************
 OT0732  DESIGNATION -  INTERIOR
 OT0732  PID         -  OT0732
 OT0732  STATE/COUNTY-  SD/JACKSON
 OT0732  COUNTRY     -  US
 OT0732  USGS QUAD   -  CONATA NE (2017)
 OT0732
 OT0732                         *CURRENT SURVEY CONTROL
 OT0732  ______________________________________________________________________
 OT0732* NAD 83(1996) POSITION- 43 43 56.15651(N) 102 00 02.94776(W)   ADJUSTED
 OT0732* NAVD 88 ORTHO HEIGHT -   750.5   (meters)     2462.    (feet) VERTCON3
 OT0732  ______________________________________________________________________
 OT0732  GEOID HEIGHT    -        -19.838 (meters)                     GEOID18
 OT0732  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 OT0732  HORZ ORDER      -  FIRST
 OT0732
 OT0732.The horizontal coordinates were established by classical geodetic methods
 OT0732.and adjusted by the National Geodetic Survey in January 1998.
 OT0732
 OT0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0732
 OT0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0732.GEOID18 height accuracy estimate available here.
 OT0732
 OT0732.Click photographs - Photos may exist for this station.
 OT0732
 OT0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0732
 OT0732. The following values were computed from the NAD 83(1996) position.
 OT0732
 OT0732;                    North         East     Units Scale Factor Converg.
 OT0732;SPC SD S     -   156,757.941   465,678.661   MT  0.99990884   -1 09 01.1
 OT0732;SPC SD S     -   514,296.68  1,527,814.07   sFT  0.99990884   -1 09 01.1
 OT0732;UTM  13      - 4,846,509.119   741,540.369   MT  1.00031766   +2 04 27.5
 OT0732;UTM  14      - 4,846,513.897   258,327.737   MT  1.00031844   -2 04 31.6
 OT0732
 OT0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0732!SPC SD S     -   0.99988545  x   0.99990884  =   0.99979430
 OT0732!UTM  13      -   0.99988545  x   1.00031766  =   1.00020307
 OT0732!UTM  14      -   0.99988545  x   1.00031844  =   1.00020385
 OT0732
 OT0732:                Primary Azimuth Mark                     Grid Az
 OT0732:SPC SD S     -  INTERIOR AZ MK                           098 35 14.9
 OT0732:UTM  13      -  INTERIOR AZ MK                           095 21 46.3
 OT0732:UTM  14      -  INTERIOR AZ MK                           099 30 45.4
 OT0732
 OT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ4154046509(NAD 83)
 OT0732
 OT0732|---------------------------------------------------------------------|
 OT0732| PID    Reference Object                     Distance      Geod. Az  |
 OT0732|                                                           dddmmss.s |
 OT0732| OS0475 INTERIOR AZ MK                                     0972613.8 |
 OT0732| OS0784 INTERIOR PRESB CH CUPOLA            APPROX. 1.6 KM 1113650.6 |
 OT0732| OS0785 INTERIOR MUNICIPAL TANK             APPROX. 1.6 KM 1130018.6 |
 OT0732| OT0737 ST CECELIA CHURCH CUPOLA            APPROX.16.2 KM 2043402.0 |
 OT0732| OT0734 INTERIOR 2                           11.610 METERS 24653     |
 OT0732| CQ4057 INTERIOR RM 1                        20.675 METERS 26738     |
 OT0732| CQ4058 INTERIOR 2 RM 3                      30.655 METERS 28638     |
 OT0732| OT0735 INTERIOR RM 2                        31.214 METERS 32801     |
 OT0732|---------------------------------------------------------------------|
 OT0732
 OT0732                          SUPERSEDED SURVEY CONTROL
 OT0732
 OT0732  NAD 83(1995)-  43 43 56.14987(N)    102 00 02.95078(W) AD(       ) 1
 OT0732  NAD 83(1986)-  43 43 56.14872(N)    102 00 02.95096(W) AD(       ) 1
 OT0732  NAD 27      -  43 43 56.17480(N)    102 00 01.39490(W) AD(       ) 1
 OT0732  NGVD 29 (07/19/86)  750.0    (m)         2461.     (f) VERT ANG       
 OT0732
 OT0732.Superseded values are not recommended for survey control.
 OT0732
 OT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0732.See file dsdata.pdf to determine how the superseded data were derived.
 OT0732
 OT0732_MARKER: DS = TRIANGULATION STATION DISK
 OT0732_SETTING: 66 = SET IN ROCK OUTCROP
 OT0732_STAMPING: INTERIOR 1936
 OT0732_MARK LOGO: CGS
 OT0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0732+STABILITY: POSITION/ELEVATION WELL
 OT0732
 OT0732  HISTORY     - Date     Condition        Report By
 OT0732  HISTORY     - 1936     MONUMENTED       CGS
 OT0732  HISTORY     - 1973     SEE DESCRIPTION  NPS
 OT0732  HISTORY     - 1975     POOR             NGS
 OT0732
 OT0732                          STATION DESCRIPTION
 OT0732
 OT0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0732'THE STATION IS ON A SMALL, DOUBLE-TOPPED HILL THAT CAPS THE
 OT0732'GRASSY HIGHLANDS NORTHWEST OF INTERIOR, S. DAK., ABOUT 3/4 MILE
 OT0732'WEST-NORTHWEST OF INTERIOR AND ABOUT 1/4 MILE NORTH OF RAILROAD
 OT0732'TRACKS.  IT IS A STATION SELECTED FOR SPACING ON THE NORTHERN
 OT0732'BOUNDARY OF AREA.  THERE ARE HIGHER RIDGES TO THE NORTH ACROSS
 OT0732'A WIDE FLAT.  THE STATION IS A STANDARD BRONZE DISK SET IN
 OT0732'CONCRETE IN OUTCROPPING BED ROCK.  IT IS FLUSH.
 OT0732'
 OT0732'REFERENCE MARK NO. 1 IS WEST OF THE STATION.  IT
 OT0732'PROJECTS ABOUT 4 INCHES.
 OT0732'
 OT0732'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION.
 OT0732'IT PROJECTS 6 INCHES.
 OT0732'
 OT0732'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 0.4
 OT0732'MILE WEST OF ELEVATOR IN THE TOWN OF INTERIOR, AND ABOUT 50 FEET
 OT0732'SOUTH OF THE CENTERLINE OF THE MAIN-TRAVELED ROAD.  IT PROJECTS
 OT0732'5 INCHES.
 OT0732'
 OT0732'TO REACH FROM INTERIOR, AT THE ELEVATOR FROM WHICH THE STATION
 OT0732'BEARS 278 DEG MAGNETIC, GO WEST ON MAIN-TRAVELED ROAD FOR 0.8
 OT0732'MILE TO AN OBLIQUE INTERSECTION.  BEAR LEFT AND GO 0.1 MILE,
 OT0732'THEN TURN LEFT AND HEAD FOR THE WEST SIDE OF THE HILL AND ABOUT
 OT0732'0.2 MILE TO THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT 30
 OT0732'FEET ABOVE, ON THE NORTH END OF THE BUTTE.
 OT0732'
 OT0732'ALL STATIONS VISIBLE FROM THE GROUND AT THIS STATION.
 OT0732'
 OT0732'THE LINE TO RED WATER IS GRAZING AND 12-FOOT STAND IS NEEDED
 OT0732'TO CLEAR.
 OT0732'
 OT0732'HEIGHT OF LIGHT ABOVE STATION MARK - 1 FOOT.
 OT0732
 OT0732                          STATION RECOVERY (1973)
 OT0732
 OT0732'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GG)
 OT0732'INTERIOR 1936-GROUND AROUND MARK ERODING AWAY FAST.  MARK WILL
 OT0732'LIKELY TUMBLE OFF BUTTE IN 5-10 YEARS.
 OT0732'
 OT0732'R.M. NO 1 1936-GROUND AROUND MARK IS SLOWLY ERODING AWAY
 OT0732'
 OT0732'R.M. NO 2 1936-EXCELLENT
 OT0732
 OT0732                          STATION RECOVERY (1975)
 OT0732
 OT0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OT0732'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN POOR
 OT0732'CONDITION BUT SOLID, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 OT0732'FOUND IN GOOD CONDITION.  A DIFFERENCE OF 30 FEET WAS FOUND IN THE
 OT0732'DISTANCE TO REFERENCE MARK NO. 1, POSSIBLY A TYPING ERROR.  THE
 OT0732'STATION MARK IS ON THE CREST OF A BUTTE WITH THE EARTH ERODED
 OT0732'AWAY FROM THE MARK.  THE WEST SIDE OF THE BUTTE DROPS OFF SHEER
 OT0732'FROM THE EDGE OF THE MARK FOR APPROXIMATELY 16 FEET TO WHERE THE
 OT0732'HILL LEVELS OFF.  THE MARK WAS LEFT INTACT AS FOUND, BUT WILL BE
 OT0732'DESTROYED BY EROSION IN A FEW YEARS.
 OT0732'
 OT0732'STATION INTERIOR 2 WAS ESTABLISHED ON THE HILLTOP AT THE BASE OF THE
 OT0732'STATION BUTTE, SEE DESCRIPTION THEREOF.
 OT0732'
 OT0732'OBSERVATIONS WERE TAKEN AT REFERENCE MARK NO. 2 FOR ITS POSSIBLE
 OT0732'USE AS A STATION.  IT IS ABOUT 35 FEET LOWER THEN STATION INTERIOR,
 OT0732'ON THE NORTH SLOPE OF THE HILL IN A STABLE GRASSY AREA.
 OT0732'
 OT0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 OT0732'WEST OF INTERIOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0734 ***********************************************************************
 OT0734  DESIGNATION -  INTERIOR 2
 OT0734  PID         -  OT0734
 OT0734  STATE/COUNTY-  SD/JACKSON
 OT0734  COUNTRY     -  US
 OT0734  USGS QUAD   -  CONATA NE (2017)
 OT0734
 OT0734                         *CURRENT SURVEY CONTROL
 OT0734  ______________________________________________________________________
 OT0734* NAD 83(1996) POSITION- 43 43 56.00881(N) 102 00 03.42489(W)   NO CHECK
 OT0734* NAVD 88 ORTHO HEIGHT -   745.5   (meters)     2446.    (feet) VERTCON3
 OT0734  ______________________________________________________________________
 OT0734  GEOID HEIGHT    -        -19.837 (meters)                     GEOID18
 OT0734  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 OT0734  HORZ ORDER      -  SECOND
 OT0734
 OT0734.The horizontal coordinates were established by classical geodetic methods
 OT0734.and adjusted by the National Geodetic Survey in January 1998.
 OT0734
 OT0734.No horizontal observational check was made to the station.
 OT0734
 OT0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0734
 OT0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0734.GEOID18 height accuracy estimate available here.
 OT0734
 OT0734.Click photographs - Photos may exist for this station.
 OT0734
 OT0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0734
 OT0734. The following values were computed from the NAD 83(1996) position.
 OT0734
 OT0734;                    North         East     Units Scale Factor Converg.
 OT0734;SPC SD S     -   156,753.598   465,667.895   MT  0.99990884   -1 09 01.5
 OT0734;SPC SD S     -   514,282.43  1,527,778.75   sFT  0.99990884   -1 09 01.5
 OT0734;UTM  13      - 4,846,504.175   741,529.860   MT  1.00031760   +2 04 27.2
 OT0734;UTM  14      - 4,846,509.727   258,316.897   MT  1.00031851   -2 04 31.9
 OT0734
 OT0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0734!SPC SD S     -   0.99988623  x   0.99990884  =   0.99979508
 OT0734!UTM  13      -   0.99988623  x   1.00031760  =   1.00020379
 OT0734!UTM  14      -   0.99988623  x   1.00031851  =   1.00020470
 OT0734
 OT0734:                Primary Azimuth Mark                     Grid Az
 OT0734:SPC SD S     -  INTERIOR AZ MK                           098 00 40.6
 OT0734:UTM  13      -  INTERIOR AZ MK                           094 47 11.9
 OT0734:UTM  14      -  INTERIOR AZ MK                           098 56 11.0
 OT0734
 OT0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ4152946504(NAD 83)
 OT0734
 OT0734|---------------------------------------------------------------------|
 OT0734| PID    Reference Object                     Distance      Geod. Az  |
 OT0734|                                                           dddmmss.s |
 OT0734| OT0732 INTERIOR                             11.610 METERS 06653     |
 OT0734| OS0475 INTERIOR AZ MK                                     0965139.1 |
 OT0734| OS0784 INTERIOR PRESB CH CUPOLA            APPROX. 1.6 KM 1111940.5 |
 OT0734| CQ4057 INTERIOR RM 1                        10.635 METERS 29024     |
 OT0734| CQ4058 INTERIOR 2 RM 3                      22.417 METERS 30600     |
 OT0734| OT0735 INTERIOR RM 2                        31.582 METERS 34919     |
 OT0734|---------------------------------------------------------------------|
 OT0734
 OT0734                          SUPERSEDED SURVEY CONTROL
 OT0734
 OT0734  NAD 83(1995)-  43 43 56.00218(N)    102 00 03.42791(W) AD(       ) 2
 OT0734  NAD 83(1986)-  43 43 56.00103(N)    102 00 03.42802(W) AD(       ) 2
 OT0734  NAD 27      -  43 43 56.02707(N)    102 00 01.87212(W) AD(       ) 2
 OT0734  NGVD 29 (07/19/86)  745.0    (m)         2444.     (f) VERT ANG       
 OT0734
 OT0734.Superseded values are not recommended for survey control.
 OT0734
 OT0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0734.See file dsdata.pdf to determine how the superseded data were derived.
 OT0734
 OT0734_MARKER: DH = HORIZONTAL CONTROL DISK
 OT0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0734_STAMPING: INTERIOR 2 1975
 OT0734_MARK LOGO: NGS
 OT0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0734+STABILITY: SURFACE MOTION
 OT0734
 OT0734  HISTORY     - Date     Condition        Report By
 OT0734  HISTORY     - 1975     MONUMENTED       NGS
 OT0734
 OT0734                          STATION DESCRIPTION
 OT0734
 OT0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OT0734'THE STATION IS LOCATED ON A SMALL BUT PROMINENT HILL IN PASTURE
 OT0734'LAND ABOUT 1.0 MILE WEST OF INTERIOR, 1/4 MILE NORTH OF A
 OT0734'RAILROAD, AND 1/4 MILE SOUTHWEST OF A GRAVELED ROAD, ON PROPERTY
 OT0734'OWNED BY MR. STANLEY SAMPSON OF INTERIOR - HIS TELEPHONE NUMBER
 OT0734'IS 605-433-5341.
 OT0734'
 OT0734'TO REACH THE STATION FROM THE GRAIN ELEVATOR AT THE NORTHWEST EDGE
 OT0734'OF INTERIOR, GO WEST ON A GRAVELED ROAD 0.4 TO THE AZIMUTH MARK ON
 OT0734'THE LEFT AS DESCRIBED, CONTINUE WEST ON THE ROAD 0.4 MILE TO
 OT0734'WHERE THE ROAD CURVES TO THE RIGHT AND A TRACK ROAD AND A GATE
 OT0734'ARE STRAIGHT AHEAD, GO THRU THE GATE AND FOLLOW THE TRACK ROAD
 OT0734'WESTERLY ABOUT 0.1 MILE THEN BEAR LEFT UP RIDGE IN PASTURE AND
 OT0734'GO SOUTHEAST ABOUT 0.2 MILE TO THE STATION AS DESCRIBED.
 OT0734'(THERE ARE SOME DEEP HOLES IN THE PASTURE AS YOU NEAR THE
 OT0734'STATION).
 OT0734'
 OT0734'THE STATION MARKS ARE STANDARD DISKS STAMPED INTERIOR 2 1975.  THE
 OT0734'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK 2-1/2 FEET
 OT0734'BELOW GROUND LEVEL.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND
 OT0734'CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS 16 FEET NORTH OF
 OT0734'THE SOUTH DROP-OFF OF THE HILL, AND 12 FEET WEST OF THE BASE OF THE
 OT0734'TOP PART OF THE BUTTE.
 OT0734'
 OT0734'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED INTERIOR NO 1 1936,
 OT0734'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OT0734'18-INCHES.  IT IS 46 FEET WEST OF THE BASE OF THE BUTTE, AND 15
 OT0734'FEET NORTH OF THE EDGE OF THE DROP-OFF.
 OT0734'
 OT0734'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED INTERIOR NO 2
 OT0734'1936, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OT0734'1-INCH.  IT IS 92 FEET SLOPE NORTH OF REFERENCE MARK NO. 1, 72
 OT0734'FEET NORTHEAST OF REFERENCE MARK NO. 3 (SLOPE), 31 FEET NORTH
 OT0734'OF THE BASE OF THE TOP PART OF THE HILL, AND 26 FEET EAST OF A
 OT0734'DROP-OFF TO THE WEST.
 OT0734'
 OT0734'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED INTERIOR 2 NO 3
 OT0734'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OT0734'1-INCH.  IT IS ON TOP OF A GRASSED KNOLL AT THE WEST PART OF
 OT0734'HILLTOP.
 OT0734'
 OT0734'THE AZIMUTH MARK IS A STANDARD DISK STAMPED INTERIOR 1936, SET IN
 OT0734'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 OT0734'IT IS IN PASTURE LAND, 56 FEET SOUTH OF THE CENTER OF THE ROAD,
 OT0734'55 FEET WEST OF A ROAD BORROW, AND 12 FEET SOUTH OF A FENCE AND
 OT0734'METAL WITNESS POST.
 OT0734'
 OT0734'NOTE--THE AZIMUTH MARK IS ALSO A BENCH MARK, QUAD--431014, LINE
 OT0734'103, ELEVATION 723.852 METERS - 2374.838 FEET.
 OT0734'
 OT0734'NEAREST TOWN--INTERIOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0475 ***********************************************************************
 OS0475  DESIGNATION -  INTERIOR AZ MK
 OS0475  PID         -  OS0475
 OS0475  STATE/COUNTY-  SD/JACKSON
 OS0475  COUNTRY     -  US
 OS0475  USGS QUAD   -  INTERIOR (2017)
 OS0475
 OS0475                         *CURRENT SURVEY CONTROL
 OS0475  ______________________________________________________________________
 OS0475* NAD 83(1986) POSITION- 43 43 53.71   (N) 101 59 37.29   (W)   HD_HELD1
 OS0475* NAVD 88 ORTHO HEIGHT -   724.297 (meters)     2376.30  (feet) POSTED
 OS0475  ______________________________________________________________________
 OS0475  GEOID HEIGHT    -        -19.860 (meters)                     GEOID18
 OS0475  DYNAMIC HEIGHT  -        724.07  (meters)     2375.6   (feet) COMP
 OS0475  MODELED GRAVITY -    980,276.7   (mgal)                       NAVD 88
 OS0475
 OS0475  VERT ORDER      -  * POSTED, SEE BELOW
 OS0475
 OS0475.The horizontal coordinates were determined by differentially corrected
 OS0475.hand held GPS observations or other comparable positioning techniques
 OS0475.and have an estimated accuracy of +/- 3 meters.
 OS0475
 OS0475.The orthometric height was determined by differential leveling
 OS0475.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OS0475
 OS0475.* This is a POSTED BENCH MARK height.
 OS0475
 OS0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0475.GEOID18 height accuracy estimate available here.
 OS0475
 OS0475.Click photographs - Photos may exist for this station.
 OS0475
 OS0475.The dynamic height is computed by dividing the NAVD 88
 OS0475.geopotential number by the normal gravity value computed on the
 OS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0475.degrees latitude (g = 980.6199 gals.).
 OS0475
 OS0475.The modeled gravity was interpolated from observed gravity values.
 OS0475
 OS0475;                    North         East    Units  Estimated Accuracy
 OS0475;SPC SD S     -   156,671.0     466,251.2     MT  (+/- 3 meters HH1 GPS) 
 OS0475
 OS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP5889946417(NAD 83)
 OS0475
 OS0475                          SUPERSEDED SURVEY CONTROL
 OS0475
 OS0475  NGVD 29 (??/??/92)  723.852  (m)         2374.84   (f) ADJ UNCH    1 2
 OS0475
 OS0475.Superseded values are not recommended for survey control.
 OS0475
 OS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0475.See file dsdata.pdf to determine how the superseded data were derived.
 OS0475
 OS0475_MARKER: DZ = AZIMUTH MARK DISK
 OS0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0475_STAMPING: INTERIOR 1936
 OS0475_MARK LOGO: CGS
 OS0475_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0475+STABILITY: SURFACE MOTION
 OS0475
 OS0475  HISTORY     - Date     Condition        Report By
 OS0475  HISTORY     - 1936     MONUMENTED       CGS
 OS0475  HISTORY     - 1962     GOOD             CGS
 OS0475
 OS0475                          STATION DESCRIPTION
 OS0475
 OS0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0475'0.6 MI WNW FROM INTERIOR.
 OS0475'ABOUT 0.5 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0475'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 0.15 MILE
 OS0475'NORTH-NORTHWEST ACROSS COUNTRY, 58 FEET SOUTHWEST OF THE CENTER
 OS0475'LINE OF A GRAVELED ROAD, 12 FEET SOUTHWEST OF A FENCE, 12.2 FEET
 OS0475'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 OS0475'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OS0475'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0785 ***********************************************************************
 OS0785  DESIGNATION -  INTERIOR MUNICIPAL TANK
 OS0785  PID         -  OS0785
 OS0785  STATE/COUNTY-  SD/JACKSON
 OS0785  COUNTRY     -  US
 OS0785  USGS QUAD   -  INTERIOR (2017)
 OS0785
 OS0785                         *CURRENT SURVEY CONTROL
 OS0785  ______________________________________________________________________
 OS0785* NAD 83(1996) POSITION- 43 43 35.63011(N) 101 58 56.29995(W)   ADJUSTED
 OS0785  ______________________________________________________________________
 OS0785  GEOID HEIGHT    -        -19.895 (meters)                     GEOID18
 OS0785  LAPLACE CORR    -         -7.52  (seconds)                    DEFLEC18
 OS0785  HORZ ORDER      -  THIRD
 OS0785
 OS0785.The horizontal coordinates were established by classical geodetic methods
 OS0785.and adjusted by the National Geodetic Survey in January 1998.
 OS0785
 OS0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0785.GEOID18 height accuracy estimate available here.
 OS0785
 OS0785.Click photographs - Photos may exist for this station.
 OS0785
 OS0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0785
 OS0785. The following values were computed from the NAD 83(1996) position.
 OS0785
 OS0785;                    North         East     Units Scale Factor Converg.
 OS0785;SPC SD S     -   156,094.842   467,157.193   MT  0.99990865   -1 08 15.2
 OS0785;SPC SD S     -   512,121.16  1,532,664.89   sFT  0.99990865   -1 08 15.2
 OS0785;UTM  14      - 4,845,826.737   259,795.966   MT  1.00030974   -2 03 44.7
 OS0785;UTM  13      - 4,845,929.996   743,054.485   MT  1.00032669   +2 05 12.8
 OS0785
 OS0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP5979545826(NAD 83)
 OS0785
 OS0785                          SUPERSEDED SURVEY CONTROL
 OS0785
 OS0785  NAD 83(1995)-  43 43 35.62335(N)    101 58 56.30264(W) AD(       ) 3
 OS0785  NAD 83(1986)-  43 43 35.62266(N)    101 58 56.30265(W) AD(       ) 3
 OS0785  NAD 27      -  43 43 35.64800(N)    101 58 54.74800(W) AD(       ) 3
 OS0785
 OS0785.Superseded values are not recommended for survey control.
 OS0785
 OS0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0785.See file dsdata.pdf to determine how the superseded data were derived.
 OS0785
 OS0785_MARKER: 53 = ELEVATED TANK
 OS0785
 OS0785  HISTORY     - Date     Condition        Report By
 OS0785  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0785
 OS0785                          STATION DESCRIPTION
 OS0785
 OS0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0785'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 OS0785'TANK, A WOODEN TANK ON IRON STRUCTURE, JUST COMPLETED, ABOUT
 OS0785'50 FEET HIGH, LOCATED ON STATE HIGHWAY 40 IN CENTRAL PART OF
 OS0785'TOWN.
 OS0785'
 OS0785'OBSERVED UPON FROM TRIANGULATION STATIONS INTERIOR AND FLAT TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0784 ***********************************************************************
 OS0784  DESIGNATION -  INTERIOR PRESB CH CUPOLA
 OS0784  PID         -  OS0784
 OS0784  STATE/COUNTY-  SD/JACKSON
 OS0784  COUNTRY     -  US
 OS0784  USGS QUAD   -  INTERIOR (2017)
 OS0784
 OS0784                         *CURRENT SURVEY CONTROL
 OS0784  ______________________________________________________________________
 OS0784* NAD 83(1996) POSITION- 43 43 36.71617(N) 101 58 55.30789(W)   ADJUSTED
 OS0784  ______________________________________________________________________
 OS0784  GEOID HEIGHT    -        -19.896 (meters)                     GEOID18
 OS0784  LAPLACE CORR    -         -7.53  (seconds)                    DEFLEC18
 OS0784  HORZ ORDER      -  THIRD
 OS0784
 OS0784.The horizontal coordinates were established by classical geodetic methods
 OS0784.and adjusted by the National Geodetic Survey in January 1998.
 OS0784
 OS0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0784.GEOID18 height accuracy estimate available here.
 OS0784
 OS0784.Click photographs - Photos may exist for this station.
 OS0784
 OS0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0784
 OS0784. The following values were computed from the NAD 83(1996) position.
 OS0784
 OS0784;                    North         East     Units Scale Factor Converg.
 OS0784;SPC SD S     -   156,127.911   467,180.055   MT  0.99990866   -1 08 14.5
 OS0784;SPC SD S     -   512,229.65  1,532,739.90   sFT  0.99990866   -1 08 14.5
 OS0784;UTM  14      - 4,845,859.446   259,819.369   MT  1.00030960   -2 03 44.0
 OS0784;UTM  13      - 4,845,964.313   743,075.460   MT  1.00032681   +2 05 13.6
 OS0784
 OS0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP5981945859(NAD 83)
 OS0784
 OS0784                          SUPERSEDED SURVEY CONTROL
 OS0784
 OS0784  NAD 83(1995)-  43 43 36.70939(N)    101 58 55.31047(W) AD(       ) 3
 OS0784  NAD 83(1986)-  43 43 36.70900(N)    101 58 55.31042(W) AD(       ) 3
 OS0784  NAD 27      -  43 43 36.73500(N)    101 58 53.75700(W) AD(       ) 3
 OS0784
 OS0784.Superseded values are not recommended for survey control.
 OS0784
 OS0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0784.See file dsdata.pdf to determine how the superseded data were derived.
 OS0784
 OS0784_MARKER: 86 = CUPOLA
 OS0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0784+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 OS0784
 OS0784  HISTORY     - Date     Condition        Report By
 OS0784  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0784  HISTORY     - 20040713 GOOD             GEOCAC
 OS0784
 OS0784                          STATION DESCRIPTION
 OS0784
 OS0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0784'POINT OBSERVED WAS THE TIP OF CUPOLA OF THE PRESBYTERIAN
 OS0784'CHURCH IN INTERIOR, S. DAK., HEIGHT ABOUT 35 FEET.  LOCATED
 OS0784'ON STATE HIGHWAY 40, AND 2 BLOCKS EAST OF THE INDEPENDENT
 OS0784'ORDER ODD FELLOWS HALL.
 OS0784'
 OS0784'OBSERVED UPON FROM TRIANGULATION STATIONS INTERIOR, POTATO,
 OS0784'AND ST. CECELIA.
 OS0784'
 OS0784'IT IS VISIBLE FROM THE GROUND AT INTERIOR, POTATO, ST. CECILIA.
 OS0784
 OS0784                          STATION RECOVERY (2004)
 OS0784
 OS0784'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 OS0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0735 ***********************************************************************
 OT0735  DESIGNATION -  INTERIOR RM 2
 OT0735  PID         -  OT0735
 OT0735  STATE/COUNTY-  SD/JACKSON
 OT0735  COUNTRY     -  US
 OT0735  USGS QUAD   -  CONATA NE (2017)
 OT0735
 OT0735                         *CURRENT SURVEY CONTROL
 OT0735  ______________________________________________________________________
 OT0735* NAD 83(1996) POSITION- 43 43 57.01438(N) 102 00 03.68649(W)   ADJUSTED
 OT0735* NAVD 88 ORTHO HEIGHT -   739.9   (meters)     2427.    (feet) VERTCON3
 OT0735  ______________________________________________________________________
 OT0735  GEOID HEIGHT    -        -19.837 (meters)                     GEOID18
 OT0735  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 OT0735  HORZ ORDER      -  SECOND
 OT0735
 OT0735.The horizontal coordinates were established by classical geodetic methods
 OT0735.and adjusted by the National Geodetic Survey in January 1998.
 OT0735
 OT0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0735
 OT0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0735.GEOID18 height accuracy estimate available here.
 OT0735
 OT0735.Click photographs - Photos may exist for this station.
 OT0735
 OT0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0735
 OT0735. The following values were computed from the NAD 83(1996) position.
 OT0735
 OT0735;                    North         East     Units Scale Factor Converg.
 OT0735;SPC SD S     -   156,784.741   465,662.665   MT  0.99990885   -1 09 01.7
 OT0735;SPC SD S     -   514,384.60  1,527,761.59   sFT  0.99990885   -1 09 01.7
 OT0735;UTM  13      - 4,846,534.988   741,522.884   MT  1.00031756   +2 04 27.0
 OT0735;UTM  14      - 4,846,540.963   258,312.169   MT  1.00031854   -2 04 32.1
 OT0735
 OT0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0735!SPC SD S     -   0.99988711  x   0.99990885  =   0.99979597
 OT0735!UTM  13      -   0.99988711  x   1.00031756  =   1.00020463
 OT0735!UTM  14      -   0.99988711  x   1.00031854  =   1.00020561
 OT0735
 OT0735:                Primary Azimuth Mark                     Grid Az
 OT0735:SPC SD S     -  INTERIOR PRESB CH CUPOLA                 113 24 22.6
 OT0735:UTM  13      -  INTERIOR PRESB CH CUPOLA                 110 10 53.9
 OT0735:UTM  14      -  INTERIOR PRESB CH CUPOLA                 114 19 53.0
 OT0735
 OT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ4152246534(NAD 83)
 OT0735
 OT0735|---------------------------------------------------------------------|
 OT0735| PID    Reference Object                     Distance      Geod. Az  |
 OT0735|                                                           dddmmss.s |
 OT0735| OS0475 INTERIOR AZ MK                                     0994428.3 |
 OT0735| OS0784 INTERIOR PRESB CH CUPOLA            APPROX. 1.7 KM 1121520.9 |
 OT0735| OT0732 INTERIOR                             31.214 METERS 14801     |
 OT0735| OT0734 INTERIOR 2                           31.582 METERS 16919     |
 OT0735| CQ4058 INTERIOR 2 RM 3                      22.131 METERS 21426     |
 OT0735|---------------------------------------------------------------------|
 OT0735
 OT0735                          SUPERSEDED SURVEY CONTROL
 OT0735
 OT0735  NAD 83(1995)-  43 43 57.00775(N)    102 00 03.68951(W) AD(       ) 2
 OT0735  NAD 83(1986)-  43 43 57.00659(N)    102 00 03.68967(W) AD(       ) 2
 OT0735  NAD 27      -  43 43 57.03283(N)    102 00 02.13377(W) AD(       ) 2
 OT0735  NGVD 29 (07/19/86)  739.4    (m)         2426.     (f) VERT ANG       
 OT0735
 OT0735.Superseded values are not recommended for survey control.
 OT0735
 OT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0735.See file dsdata.pdf to determine how the superseded data were derived.
 OT0735
 OT0735_MARKER: DR = REFERENCE MARK DISK
 OT0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0735_STAMPING: INTERIOR NO 2 1936
 OT0735_MARK LOGO: CGS
 OT0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0735+STABILITY: SURFACE MOTION
 OT0735
 OT0735  HISTORY     - Date     Condition        Report By
 OT0735  HISTORY     - 1936     MONUMENTED       CGS
 OT0735  HISTORY     - 1975     GOOD             CGS
 OT0735
 OT0735                          STATION DESCRIPTION
 OT0735
 OT0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1975 (CLN)
 OT0735'THE STATION INTERIOR 2 IS LOCATED ON A SMALL BUT PROMINENT HILL IN
 OT0735'PASTURE LAND ABOUT 1.0 MILE WEST OF INTERIOR, 1/4 MILE NORTH OF A
 OT0735'RAILROAD, AND 1/4 MILE SOUTHWEST OF A GRAVELED ROAD, ON PROPERTY OWNED
 OT0735'BY MR. STANLEY SAMPSON OF INTERIOR - HIS TELEPHONE NUMBER IS
 OT0735'605-433-5341.
 OT0735'
 OT0735'TO REACH THE STATION INTERIOR 2 FROM THE GRAIN ELEVATOR AT THE NORTH
 OT0735'WEST EDGE OF INTERIOR, GO WEST ON A GRAVELED ROAD 0.4 TO THE AZIMUTH
 OT0735'MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON THE ROAD 0.4 MILE
 OT0735'TO WHERE THE ROAD CURVES TO THE RIGHT AND A TRACK ROAD AND
 OT0735'A GATE ARE STRAIGHT AHEAD, GO THRU THE GATE AND FOLLOW THE TRACK
 OT0735'ROAD WESTERLY ABOUT 0.1 MILE THEN BEAR LEFT UP RIDGE IN PASTURE AND
 OT0735'GO SOUTHEAST ABOUT 0.2 MILE TO THE STATION AS DESCRIBED.
 OT0735'(THERE ARE SOME DEEP HOLES IN THE PASTURE AS YOU NEAR THE
 OT0735'STATION).
 OT0735'
 OT0735'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED INTERIOR NO 2 1936,
 OT0735'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 OT0735'IT IS 92 FEET SLOPE NORTH OF REFERENCE MARK NO. 1, 72 FEET
 OT0735'NORTHEAST OF REFERENCE MARK NO. 3 (SLOPE), 31 FEET NORTH OF THE
 OT0735'BASE OF THE TOP PART OF THE HILL, AND 26 FEET EAST OF A DROP-OFF TO
 OT0735'THE WEST.
 OT0735'
 OT0735'NEAREST TOWN--INTERIOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0855 ***********************************************************************
 OR0855  DESIGNATION -  IONA
 OR0855  PID         -  OR0855
 OR0855  STATE/COUNTY-  SD/LYMAN
 OR0855  COUNTRY     -  US
 OR0855  USGS QUAD   -  BOND BOTTOM (2017)
 OR0855
 OR0855                         *CURRENT SURVEY CONTROL
 OR0855  ______________________________________________________________________
 OR0855* NAD 83(1996) POSITION- 43 32 35.96238(N) 099 22 00.27706(W)   ADJUSTED
 OR0855* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 OR0855  ______________________________________________________________________
 OR0855  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 OR0855  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 OR0855  HORZ ORDER      -  FIRST
 OR0855
 OR0855.The horizontal coordinates were established by classical geodetic methods
 OR0855.and adjusted by the National Geodetic Survey in January 1998.
 OR0855
 OR0855.The orthometric height was scaled from a topographic map.
 OR0855
 OR0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0855.GEOID18 height accuracy estimate available here.
 OR0855
 OR0855.Click photographs - Photos may exist for this station.
 OR0855
 OR0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0855
 OR0855. The following values were computed from the NAD 83(1996) position.
 OR0855
 OR0855;                    North         East     Units Scale Factor Converg.
 OR0855;SPC SD S     -   134,873.464   678,109.676   MT  0.99990773   +0 40 00.5
 OR0855;SPC SD S     -   442,497.36  2,224,764.83   sFT  0.99990773   +0 40 00.5
 OR0855;UTM  14      - 4,821,218.078   470,372.055   MT  0.99961080   -0 15 09.5
 OR0855
 OR0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0855!SPC SD S     -   0.99990840  x   0.99990773  =   0.99981614
 OR0855!UTM  14      -   0.99990840  x   0.99961080  =   0.99951923
 OR0855
 OR0855:                Primary Azimuth Mark                     Grid Az
 OR0855:SPC SD S     -  IONA AZ MK                               268 56 23.5
 OR0855:UTM  14      -  IONA AZ MK                               269 51 33.5
 OR0855
 OR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7037221218(NAD 83)
 OR0855
 OR0855|---------------------------------------------------------------------|
 OR0855| PID    Reference Object                     Distance      Geod. Az  |
 OR0855|                                                           dddmmss.s |
 OR0855| CO3783 IONA RM 1                            14.288 METERS 05328     |
 OR0855| OR0914 DALLAS CATH CH BELFRY BASE FP       APPROX.36.5 KM 1993336.2 |
 OR0855| OR0913 DALLAS MUNICIPAL TANK               APPROX.36.5 KM 1993616.5 |
 OR0855| CO3784 IONA RM 2                            28.303 METERS 24935     |
 OR0855| CO3782 IONA AZ MK                                         2693624.0 |
 OR0855| OR0926 RELIANCE MUNICIPAL TANK             APPROX.41.9 KM 3325523.1 |
 OR0855|---------------------------------------------------------------------|
 OR0855
 OR0855                          SUPERSEDED SURVEY CONTROL
 OR0855
 OR0855  NAD 83(1995)-  43 32 35.96108(N)    099 22 00.28075(W) AD(       ) 1
 OR0855  NAD 83(1986)-  43 32 35.96307(N)    099 22 00.28312(W) AD(       ) 1
 OR0855  NAD 27      -  43 32 35.96500(N)    099 21 58.92100(W) AD(       ) 1
 OR0855
 OR0855.Superseded values are not recommended for survey control.
 OR0855
 OR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0855.See file dsdata.pdf to determine how the superseded data were derived.
 OR0855
 OR0855_MARKER: DS = TRIANGULATION STATION DISK
 OR0855_SETTING: 66 = SET IN ROCK OUTCROP
 OR0855_STAMPING: IONA 1934
 OR0855_MARK LOGO: CGS
 OR0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0855+STABILITY: POSITION/ELEVATION WELL
 OR0855
 OR0855  HISTORY     - Date     Condition        Report By
 OR0855  HISTORY     - 1934     MONUMENTED       CGS
 OR0855  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OR0855  HISTORY     - 1948     GOOD             CGS
 OR0855
 OR0855                          STATION DESCRIPTION
 OR0855
 OR0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0855'STATION IS LOCATED ON A PROMINENT LONE BUTTE ON THE WEST BANK
 OR0855'OF THE MISSOURI RIVER ON LAND OF HENRY BELL, 3 MILES EAST OF
 OR0855'IONA, AND ABOUT 100 YARDS WEST OF THE SOUTHEAST CORNER OF SEC.
 OR0855'18, T. 101 N., R. 71 W.
 OR0855'
 OR0855'TO REACH FROM IONA WHICH IS ON STATE HIGHWAY 47 BETWEEN OACOMA
 OR0855'AND GREGORY, GO EAST FROM MAIN CROSSROADS IN CENTER OF TOWN
 OR0855'FOR 2-1/2 MILES TO WHERE MAIN ROAD TURNS NORTH, KEEP STRAIGHT
 OR0855'AHEAD FOR 1/4 MILE TO FENCE AND GATE ON NORTH SIDE OF ROAD,
 OR0855'GO THROUGH GATE AND TURN SHARP RIGHT AND FOLLOW FENCE 0.3
 OR0855'MILE TO LANE GOING NORTH, THENCE NORTH FOR 0.2 MILE TO FENCE
 OR0855'CORNER, THENCE EAST 0.2 MILE TO GATE ON SOUTH SIDE, GO THROUGH
 OR0855'GATE AND FOLLOW FENCE EAST AND SOUTH AROUND TO DIRECTLY EAST
 OR0855'OF STATION, GO EAST AND TRUCK CAN BE DRIVEN TO A FLAT ABOUT
 OR0855'50 YARDS BELOW STATION.  MARK IS SET IN OUTCROPPING BEDROCK
 OR0855'ON HIGHEST POINT OF BUTTE.
 OR0855'
 OR0855'REFERENCE MARK NO. 1 IS SET IN ROCK ABOUT 6 BY 6 FEET ON
 OR0855'SOUTHWEST SLOPE OF BUTTE.
 OR0855'
 OR0855'REFERENCE MARK NO. 2 IS SET IN ROCK ABOUT 9 BY 9 FEET ON
 OR0855'SOUTH SIDE OF SPINE OF BUTTE RUNNING WEST BY SOUTH.
 OR0855'
 OR0855'AZIMUTH MARK IS 1 MILE WEST OF STATION, SET IN NORTHEAST
 OR0855'CORNER OF RIGHT-OF-WAY FENCE OF CROSSROADS, 33 FEET EAST AND
 OR0855'NORTH OF CENTERLINE OF ROADS.  ON ROAD LEADING TO STATION, 2
 OR0855'MILES EAST OF IONA.
 OR0855'
 OR0855'ALL CUTS ARE VISIBLE FROM GROUND.
 OR0855'
 OR0855'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 OR0855
 OR0855                          STATION RECOVERY (1936)
 OR0855
 OR0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0855'STATION MARK WAS RECOVERED BUT FOUND IN POOR CONDITION AND
 OR0855'WAS REPLACED WITH NEW MARKS.  THE REFERENCE
 OR0855'MARKS WERE RECOVERED IN GOOD CONDITION BUT WITH SOME DISCREPANCIES
 OR0855'FOUND IN THE DISTANCES AND ANGLES TO BOTH MARKS, AS NOTED
 OR0855'BELOW IN LIST OF DIRECTIONS.
 OR0855'
 OR0855'STATION IS ABOUT 3.0 MILES EAST OF IONA, S.DAK., ON A POINTED
 OR0855'KNOB ON HOGBACK, AT A POINT WHERE THE HOGBACK TURNS NORTH,
 OR0855'AND ABOUT 15 FEET NORTH-NORTHWEST OF LARGE SLANTING BOULDER.
 OR0855'
 OR0855'REACHED FROM IONA BY GOING EAST FROM CROSSROADS ON SECTION-LINE
 OR0855'ROAD 2.8 MILES TO T-ROAD INTERSECTION AND END OF TRUCK TRAVEL.
 OR0855'PACK UP HOGBACK ABOUT 250 YARDS TO TOP OF POINT AND STATION.
 OR0855'A TRUCK CAN BE DRIVEN TO STATION IN DRY WEATHER, VIA AROUND
 OR0855'NORTH SIDE OF HOGBACK AND GOING UP EAST SLOPE.
 OR0855'
 OR0855'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION AT BOTTOM OF
 OR0855'SLOPE OF KNOB, IN LARGE BOULDER AT EAST EDGE OF HOGBACK.
 OR0855'
 OR0855'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION IN LARGE BOULDER
 OR0855'ON SOUTH SLOPE OF HOGBACK AND ABOUT 10 PACES FROM THE TOP.
 OR0855'
 OR0855'NO OBSERVATIONS WERE MADE ON THE AZIMUTH MARK (1936).  AZIMUTH
 OR0855'MARK IS 1.0 MILE WEST OF STATION, SET IN NORTHEAST CORNER
 OR0855'OF RIGHT-OF-WAY FENCE OF CROSSROADS, 33 FEET EAST AND NORTH
 OR0855'OF CENTERLINE OF ROADS, ON ROAD LEADING TO STATION 2.0 MILES
 OR0855'EAST OF IONA.
 OR0855
 OR0855                          STATION RECOVERY (1948)
 OR0855
 OR0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0855'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 OR0855'GOOD CONDITION.  THE STATION MARK WAS REPLACED IN 1936 BY
 OR0855'J.D.T.  DUE TO CHANGES IN THE DISTANCE AND DIRECTION TO THE
 OR0855'MARKS, A NEW DESCRIPTION FOLLOWS.
 OR0855'
 OR0855'THE STATION IS LOCATED ABOUT 3.0 MILES EAST OF THE VILLAGE
 OR0855'OF IONA, ON A PROMINENT HILL IN PASTURE LAND.  THE MARK PROJECTS
 OR0855'6 INCHES AND THE DISK IS STAMPED IONA 1934 1936.
 OR0855'
 OR0855'REFERENCE MARK NO. 1 IS 46.88 FEET NORTHEAST OF THE STATION,
 OR0855'IN A BOULDER AND THE DISK IS STAMPED IONA NO 1 1936.
 OR0855'
 OR0855'REFERENCE MARK NO. 2 IS 92.86 FEET SOUTHWEST OF THE STATION,
 OR0855'IN A BOULDER AND THE DISK IS STAMPED IONA NO 2 1934.
 OR0855'
 OR0855'AZIMUTH MARK IS ABOUT 1.0 MILE WEST OF THE STATION, 53 FEET
 OR0855'NORTHEAST OF THE INTERSECTION OF CROSSROADS, 3 FEET SOUTHEAST
 OR0855'OF A WITNESS POST AND 2 FEET EAST OF THE FENCE.  THE MARK
 OR0855'PROJECTS 6 INCHES AND THE DISK IS STAMPED IONA AZI 1936.
 OR0855'
 OR0855'TO REACH FROM THE CROSSROADS IN IONA, GO EAST ON DIRT ROAD
 OR0855'2.05 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON EAST
 OR0855'0.75 MILE TO PASTURE FENCE AT FOOT OF HILL, HERE PACK EAST ABOUT
 OR0855'0.15 MILE TO HIGHEST POINT OF HILL AND STATION.  TRUCKS CAN
 OR0855'BE DRIVEN TO STATION IN DRY WEATHER BY GOING AROUND TO NORTH
 OR0855'SIDE OF HILL.
 OR0855'
 OR0855'HEIGHT OF LIGHT ABOVE STATION MARK- 1 METER.
 OR0855'
 OR0855'NOTE- THE 1948 DISTANCE AND DIRECTION TO MARKS WAS CHECKED
 OR0855'AND FOUND TO BE CORRECT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0664 ***********************************************************************
 QR0664  DESIGNATION -  IPSWICH ET
 QR0664  PID         -  QR0664
 QR0664  STATE/COUNTY-  SD/EDMUNDS
 QR0664  COUNTRY     -  US
 QR0664  USGS QUAD   -  IPSWICH (2017)
 QR0664
 QR0664                         *CURRENT SURVEY CONTROL
 QR0664  ______________________________________________________________________
 QR0664* NAD 83(1996) POSITION- 45 26 34.65504(N) 099 01 47.59315(W)   ADJUSTED
 QR0664* NAVD 88 ORTHO HEIGHT -   503.6   (meters)     1652.    (feet) VERTCON3
 QR0664  ______________________________________________________________________
 QR0664  GEOID HEIGHT    -        -23.561 (meters)                     GEOID18
 QR0664  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 QR0664  HORZ ORDER      -  SECOND
 QR0664
 QR0664.The horizontal coordinates were established by classical geodetic methods
 QR0664.and adjusted by the National Geodetic Survey in January 1998.
 QR0664
 QR0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0664
 QR0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0664.GEOID18 height accuracy estimate available here.
 QR0664
 QR0664.Click photographs - Photos may exist for this station.
 QR0664
 QR0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0664
 QR0664. The following values were computed from the NAD 83(1996) position.
 QR0664
 QR0664;                    North         East     Units Scale Factor Converg.
 QR0664;SPC SD N     -   179,323.545   675,894.011   MT  0.99996246   +0 41 11.7
 QR0664;SPC SD N     -   588,330.66  2,217,495.60   sFT  0.99996246   +0 41 11.7
 QR0664;UTM  14      - 5,032,159.963   497,662.669   MT  0.99960007   -0 01 16.7
 QR0664
 QR0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0664!SPC SD N     -   0.99992474  x   0.99996246  =   0.99988720
 QR0664!UTM  14      -   0.99992474  x   0.99960007  =   0.99952484
 QR0664
 QR0664:                Primary Azimuth Mark                     Grid Az
 QR0664:SPC SD N     -  CRAVEN ET                                088 08 35.5
 QR0664:UTM  14      -  CRAVEN ET                                088 51 03.9
 QR0664
 QR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9766232159(NAD 83)
 QR0664
 QR0664|---------------------------------------------------------------------|
 QR0664| PID    Reference Object                     Distance      Geod. Az  |
 QR0664|                                                           dddmmss.s |
 QR0664| QR0663 IPSWICH MUNICIPAL TANK              231.366 METERS 01938     |
 QR0664| QR0619 CRAVEN ET                           APPROX. 8.5 KM 0884947.2 |
 QR0664|---------------------------------------------------------------------|
 QR0664
 QR0664                          SUPERSEDED SURVEY CONTROL
 QR0664
 QR0664  NAD 83(1986)-  45 26 34.67085(N)    099 01 47.58386(W) AD(       ) 2
 QR0664  NAD 27      -  45 26 34.76077(N)    099 01 46.18027(W) AD(       ) 2
 QR0664  NGVD 29 (07/19/86)  503.3    (m)         1651.     (f) VERT ANG       
 QR0664
 QR0664.Superseded values are not recommended for survey control.
 QR0664
 QR0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0664.See file dsdata.pdf to determine how the superseded data were derived.
 QR0664
 QR0664_MARKER: DD = SURVEY DISK
 QR0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0664_SP_SET: ELEVATOR BIN
 QR0664_STAMPING: ET IPSWICH 1970
 QR0664_MARK LOGO: USGS
 QR0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0664
 QR0664  HISTORY     - Date     Condition        Report By
 QR0664  HISTORY     - 1970     MONUMENTED       USGS
 QR0664
 QR0664                          STATION DESCRIPTION
 QR0664
 QR0664'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0664'THE STATION IS IN THE TOWN OF IPSWICH, ABOUT 0.3 MI S. AND ABOUT
 QR0664'200 FT W. COR. OF SECS. 21, 22, 27 AND 28, T. N., R. 69 W., ON
 QR0664'TOP OF THE CONCRETE BINS OF THE CO-OP ELEVATOR.
 QR0664'
 QR0664'STATION MARK, A STANDARD TABLET CEMENTED INTO TOP OF CONCRETE
 QR0664'BINS, STAMPED ET IPSWICH 1970 IS 3.0 FT E. OF THE NE. COR. OF
 QR0664'THE STEEL AND SHEET METAL HEAD HOUSE.
 QR0664'
 QR0664'NO REFERENCE MARKS WERE SET.
 QR0664'
 QR0664'NO AZIMUTH MARK WAS SET.
 QR0664'
 QR0664'REFERENCE AZIMUTH USED - IPSWICH MWT.  POINT OBSERVED IS FINIAL
 QR0664'OF THE IPSWICH MWT LOCATED ABOUT 0.2 MI S. OF THE JCT. OF
 QR0664'U.S. HWY. 12 AND ST. HWY. 45 IN IPSWICH AND ABOUT 150 FT E. OF
 QR0664'ST. HWY. 45.  IT IS BEHIND (E.) THE CITY MAINTENANCE BUILDING.
 QR0664'THE TANK IS PAINTED SILVER WITH A RED COVER, T. 123 N., R. 69 W,
 QR0664'ABOUT 0.2 MI S. AND ABOUT 150 FT E. OF THE COR. OF SECS. 21,
 QR0664'22, 27 AND 28.
 QR0664'
 QR0664'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0663 ***********************************************************************
 QR0663  DESIGNATION -  IPSWICH MUNICIPAL TANK
 QR0663  PID         -  QR0663
 QR0663  STATE/COUNTY-  SD/EDMUNDS
 QR0663  COUNTRY     -  US
 QR0663  USGS QUAD   -  IPSWICH (2017)
 QR0663
 QR0663                         *CURRENT SURVEY CONTROL
 QR0663  ______________________________________________________________________
 QR0663* NAD 83(1996) POSITION- 45 26 41.71369(N) 099 01 44.01625(W)   ADJUSTED
 QR0663  ______________________________________________________________________
 QR0663  GEOID HEIGHT    -        -23.563 (meters)                     GEOID18
 QR0663  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 QR0663  HORZ ORDER      -  THIRD
 QR0663
 QR0663.The horizontal coordinates were established by classical geodetic methods
 QR0663.and adjusted by the National Geodetic Survey in January 1998.
 QR0663
 QR0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0663.GEOID18 height accuracy estimate available here.
 QR0663
 QR0663.Click photographs - Photos may exist for this station.
 QR0663
 QR0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0663
 QR0663. The following values were computed from the NAD 83(1996) position.
 QR0663
 QR0663;                    North         East     Units Scale Factor Converg.
 QR0663;SPC SD N     -   179,542.370   675,969.124   MT  0.99996270   +0 41 14.2
 QR0663;SPC SD N     -   589,048.59  2,217,742.03   sFT  0.99996270   +0 41 14.2
 QR0663;UTM  14      - 5,032,377.764   497,740.451   MT  0.99960006   -0 01 14.1
 QR0663
 QR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9774032377(NAD 83)
 QR0663
 QR0663                          SUPERSEDED SURVEY CONTROL
 QR0663
 QR0663  NAD 83(1986)-  45 26 41.72952(N)    099 01 44.00642(W) AD(       ) 3
 QR0663  NAD 27      -  45 26 41.81767(N)    099 01 42.60317(W) AD(       ) 3
 QR0663
 QR0663.Superseded values are not recommended for survey control.
 QR0663
 QR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0663.See file dsdata.pdf to determine how the superseded data were derived.
 QR0663
 QR0663_MARKER: 53 = ELEVATED TANK
 QR0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0663+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 QR0663
 QR0663  HISTORY     - Date     Condition        Report By
 QR0663  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0663  HISTORY     - 1970     GOOD             USGS
 QR0663  HISTORY     - 20040726 GOOD             GEOCAC
 QR0663
 QR0663                          STATION DESCRIPTION
 QR0663
 QR0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0663'POINT OBSERVED UPON WAS THE FINIAL OF BLACK MUNICIPAL WATER TANK
 QR0663'LOCATED IN THE CENTER OF TOWN.  TANK IS APPROXIMATELY 125 FEET
 QR0663'HIGH.
 QR0663'
 QR0663'STATION WAS OBSERVED UPON FROM CORT AND FINLEY.
 QR0663
 QR0663                          STATION RECOVERY (1970)
 QR0663
 QR0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0663'IPSWICH MWT.  POINT OBSERVED IS FINIAL OF THE IPSWICH MWT LOCATED
 QR0663'ABOUT 0.2 MI S. OF THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45
 QR0663'IN IPSWICH AND ABOUT 150 FT E. OF ST. HWY. 45.  IT IS BEHIND
 QR0663'(E.) THE CITY MAINTENANCE BUILDING.  THE TANK IS PAINTED SILVER
 QR0663'WITH A RED COVER, T. 123 N., R. 69 W., ABOUT 0.2 MI S. AND ABOUT
 QR0663'150 FT E. OF THE COR. OF SECS. 21, 22, 27 AND 28.
 QR0663'
 QR0663'STATION OBSERVED FROM ET CRAVEN, ET GARY, ET OLIVER, AND
 QR0663'ET IPSWICH.
 QR0663
 QR0663                          STATION RECOVERY (2004)
 QR0663
 QR0663'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 QR0663'PAINTED DARK BLUE WITH SILVER TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0712 ***********************************************************************
 PS0712  DESIGNATION -  IRON
 PS0712  PID         -  PS0712
 PS0712  STATE/COUNTY-  SD/LYMAN
 PS0712  COUNTRY     -  US
 PS0712  USGS QUAD   -  LOWER BRULE SW (2017)
 PS0712
 PS0712                         *CURRENT SURVEY CONTROL
 PS0712  ______________________________________________________________________
 PS0712* NAD 83(1996) POSITION- 44 05 15.74420(N) 099 42 05.75858(W)   ADJUSTED
 PS0712* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 PS0712  ______________________________________________________________________
 PS0712  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 PS0712  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 PS0712  HORZ ORDER      -  THIRD
 PS0712
 PS0712.The horizontal coordinates were established by classical geodetic methods
 PS0712.and adjusted by the National Geodetic Survey in January 1998.
 PS0712
 PS0712.The orthometric height was scaled from a topographic map.
 PS0712
 PS0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0712.GEOID18 height accuracy estimate available here.
 PS0712
 PS0712.Click photographs - Photos may exist for this station.
 PS0712
 PS0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0712
 PS0712. The following values were computed from the NAD 83(1996) position.
 PS0712
 PS0712;                    North         East     Units Scale Factor Converg.
 PS0712;SPC SD S     -   195,092.045   650,590.753   MT  0.99994039   +0 26 08.9
 PS0712;SPC SD S     -   640,064.48  2,134,479.83   sFT  0.99994039   +0 26 08.9
 PS0712;UTM  14      - 4,881,853.579   443,832.757   MT  0.99963880   -0 29 17.4
 PS0712
 PS0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0712!SPC SD S     -   0.99992226  x   0.99994039  =   0.99986266
 PS0712!UTM  14      -   0.99992226  x   0.99963880  =   0.99956109
 PS0712
 PS0712:                Primary Azimuth Mark                     Grid Az
 PS0712:SPC SD S     -  IRON AZ MK                               336 18 36.1
 PS0712:UTM  14      -  IRON AZ MK                               337 14 02.4
 PS0712
 PS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4383281853(NAD 83)
 PS0712
 PS0712|---------------------------------------------------------------------|
 PS0712| PID    Reference Object                     Distance      Geod. Az  |
 PS0712|                                                           dddmmss.s |
 PS0712| CO5680 IRON RM 1                            12.364 METERS 02448     |
 PS0712| CO5681 IRON RM 2                            10.363 METERS 13326     |
 PS0712| CO5679 IRON AZ MK                                         3364445.0 |
 PS0712|---------------------------------------------------------------------|
 PS0712
 PS0712                          SUPERSEDED SURVEY CONTROL
 PS0712
 PS0712  NAD 83(1986)-  44 05 15.74202(N)    099 42 05.76364(W) AD(       ) 3
 PS0712  NAD 27      -  44 05 15.78500(N)    099 42 04.35600(W) AD(       ) 3
 PS0712
 PS0712.Superseded values are not recommended for survey control.
 PS0712
 PS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0712.See file dsdata.pdf to determine how the superseded data were derived.
 PS0712
 PS0712_MARKER: DS = TRIANGULATION STATION DISK
 PS0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0712_STAMPING: IRON 1948
 PS0712_MARK LOGO: CGS
 PS0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0712+STABILITY: SURFACE MOTION
 PS0712
 PS0712  HISTORY     - Date     Condition        Report By
 PS0712  HISTORY     - 1948     MONUMENTED       CGS
 PS0712
 PS0712                          STATION DESCRIPTION
 PS0712
 PS0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0712'THE STATION IS LOCATED ABOUT 15 MILES NORTH NORTHWEST OF RELIANCE,
 PS0712'6-1/2 MILES WEST OF LOWER BRULE, ON A HIGH BLUFF OVERLOOKING
 PS0712'THE MISSOURI RIVER TO THE NORTH.  IT IS ABOUT 2 MILES SOUTH
 PS0712'OF THE MISSOURI RIVER, AND ABOUT 1 MILE SOUTH OF A STEEL
 PS0712'BRIDGE OVER MEDICINE CREEK.  IT IS 7 FEET SOUTH OF A WHITE
 PS0712'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 PS0712'STAMPED IRON 1948.
 PS0712'
 PS0712'REFERENCE MARK NO. 1 IS 40.56 FEET EAST OF THE STATION.  THE
 PS0712'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED IRON NO 1
 PS0712'1948.
 PS0712'
 PS0712'REFERENCE MARK NO. 2 IS 34.03 FEET SOUTH OF THE STATION AND
 PS0712'ABOUT 3 FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS
 PS0712'6 INCHES AND THE DISK IS STAMPED IRON NO 2 1948.
 PS0712'
 PS0712'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH OF THE STATION, 31
 PS0712'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 5 FEET NORTHWEST
 PS0712'OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE WITNESS POST
 PS0712'AND 1/2 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 8 INCHES
 PS0712'AND THE DISK IS STAMPED IRON 1948.
 PS0712'
 PS0712'TO REACH THE STATION FROM RELIANCE, FROM THE CROSS-ROADS ON
 PS0712'U.S. HIGHWAY 16 AT THE SOUTHWEST EDGE OF TOWN, GO NORTH ALONG
 PS0712'THE WEST SIDE OF TOWN FOR 1.05 MILES TO A CROSSROADS AT
 PS0712'RELIANCE CEMETERY.  CONTINUE NORTH ON A GRAVEL ROAD FOR 4.1
 PS0712'MILES TO A T INTERSECTION AND A SCHOOL HOUSE.  TURN RIGHT
 PS0712'AND GO EAST FOR 1.0 MILE TO A CROSS-ROADS.  TURN LEFT AND
 PS0712'GO NORTH ON MAIN ROAD FOR 9.8 MILES TO A T INTERSECTION AND
 PS0712'A SMALL CEMETERY ON THE LEFT.  (THIS IS SOUTHWEST OF LOWER
 PS0712'BRULE.) TURN LEFT AND FOLLOW MAIN ROAD WESTERLY FOR 4.7
 PS0712'MILES TO A SIDE ROAD LEFT WHERE TELEPHONE LINE CROSSES ROAD.
 PS0712'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO AN OLD ROAD BED
 PS0712'LEADING OFF TO THE LEFT.* TURN LEFT AND FOLLOW OLD ROAD
 PS0712'WESTERLY FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH GATE
 PS0712'AND CONTINUE ON OLD ROAD FOR 0.5 MILE.  HERE TURN LEFT
 PS0712'ON DIM TRACK ROAD AND GO WESTERLY FOR 1.65 MILES TO A
 PS0712'KNOLL AND THE STATION AS DESCRIBED.
 PS0712'
 PS0712'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST
 PS0712'FOR 2.7 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PS0712'
 PS0712'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0916 ***********************************************************************
 QS0916  DESIGNATION -  IRON
 QS0916  PID         -  QS0916
 QS0916  STATE/COUNTY-  SD/ZIEBACH
 QS0916  COUNTRY     -  US
 QS0916  USGS QUAD   -  RED ELM NW (2017)
 QS0916
 QS0916                         *CURRENT SURVEY CONTROL
 QS0916  ______________________________________________________________________
 QS0916* NAD 83(1996) POSITION- 45 14 32.35818(N) 101 54 51.89717(W)   ADJUSTED
 QS0916* NAVD 88 ORTHO HEIGHT -   745.16  (+/-2cm)     2444.7   (feet) VERTCON3
 QS0916  ______________________________________________________________________
 QS0916  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 QS0916  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC18
 QS0916  HORZ ORDER      -  SECOND
 QS0916  VERT ORDER      -  THIRD ? (See Below)
 QS0916
 QS0916.The horizontal coordinates were established by classical geodetic methods
 QS0916.and adjusted by the National Geodetic Survey in January 1998.
 QS0916
 QS0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0916
 QS0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0916.GEOID18 height accuracy estimate available here.
 QS0916
 QS0916.The vertical order pertains to the NGVD 29 superseded value.
 QS0916
 QS0916.Click photographs - Photos may exist for this station.
 QS0916
 QS0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0916
 QS0916. The following values were computed from the NAD 83(1996) position.
 QS0916
 QS0916;                    North         East     Units Scale Factor Converg.
 QS0916;SPC SD N     -   158,348.296   449,714.301   MT  0.99994466   -1 21 17.7
 QS0916;SPC SD N     -   519,514.37  1,475,437.67   sFT  0.99994466   -1 21 17.7
 QS0916;UTM  14      - 5,014,002.440   271,270.436   MT  1.00024332   -2 04 13.4
 QS0916
 QS0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0916!SPC SD N     -   0.99988625  x   0.99994466  =   0.99983092
 QS0916!UTM  14      -   0.99988625  x   1.00024332  =   1.00012954
 QS0916
 QS0916:                Primary Azimuth Mark                     Grid Az
 QS0916:SPC SD N     -  IRON AZ MK                               135 17 45.3
 QS0916:UTM  14      -  IRON AZ MK                               136 00 41.0
 QS0916
 QS0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7127014002(NAD 83)
 QS0916
 QS0916|---------------------------------------------------------------------|
 QS0916| PID    Reference Object                     Distance      Geod. Az  |
 QS0916|                                                           dddmmss.s |
 QS0916| CQ7900 IRON RM 1                            13.616 METERS 12357     |
 QS0916| CQ7899 IRON AZ MK                                         1335627.6 |
 QS0916| CQ7901 IRON RM 2                            12.317 METERS 21411     |
 QS0916|---------------------------------------------------------------------|
 QS0916
 QS0916                          SUPERSEDED SURVEY CONTROL
 QS0916
 QS0916  NAD 83(1986)-  45 14 32.34991(N)    101 54 51.89611(W) AD(       ) 2
 QS0916  NAD 27      -  45 14 32.43800(N)    101 54 50.34800(W) AD(       ) 2
 QS0916  NGVD 29             744.72   (m)         2443.3    (f) LEVELING    3  
 QS0916
 QS0916.Superseded values are not recommended for survey control.
 QS0916
 QS0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0916.See file dsdata.pdf to determine how the superseded data were derived.
 QS0916
 QS0916_MARKER: DB = BENCH MARK DISK
 QS0916_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0916_STAMPING: IRON 1948
 QS0916_MARK LOGO: USGS
 QS0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0916+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2014
 QS0916
 QS0916  HISTORY     - Date     Condition        Report By
 QS0916  HISTORY     - 1948     MONUMENTED       USGS
 QS0916  HISTORY     - 20140523 GOOD             INDIV
 QS0916
 QS0916                          STATION DESCRIPTION
 QS0916
 QS0916'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (VRS)
 QS0916'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF FAITH, ON THE
 QS0916'SUMMIT OF THE HIGHEST RIDGE IN THE VICINITY, 115 FEET SOUTHEAST
 QS0916'OF THE CENTER OF A Y-INTERSECTION OF BLADED ROADS, 72 FEET SOUTH
 QS0916'OF THE CENTER OF A BLADED ROAD, AND 50 FEET NORTH OF SOUTH EDGE
 QS0916'OF THE RIDGE.
 QS0916'
 QS0916'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET WITH U.S.
 QS0916'HIGHWAY NO. 212 IN FAITH, GO WEST ON NO. 212 FOR 3.1 MILES.  THEN
 QS0916'RIGHT, NORTH, ON STATE HIGHWAY NO. 73 FOR 12.45 MILES TO THE
 QS0916'BRIDGE OVER THE MOREAU RIVER.  CONTINUE NORTH FOR 7.25 MILES TO A
 QS0916'SIDE ROAD ON THE RIGHT.  THEN RIGHT, EASTERLY, ON A GRADED DIRT
 QS0916'ROAD FOR 6.7 MILES TO A T-INTERSECTION.  THEN RIGHT, SOUTH, FOR
 QS0916'1.0 MILE TO A WIRE GATE ON THE LEFT.  THEN LEFT, EASTERLY,
 QS0916'(THROUGH THE GATE) ON A TRACK ROAD FOR 2.05 MILE TO A WIRE
 QS0916'GATE IN A NORTH-SOUTH WIRE FENCE.  PASS THROUGH THE GATE,
 QS0916'CONTINUE EASTERLY ON A BLADED ROAD FOR 2.4 MILES TO A
 QS0916'T-INTERSECTION.  THEN RIGHT, SOUTHERLY, FOR 1.7 MILES TO A
 QS0916'T-INTERSECTION.  THEN LEFT, EASTERLY AND NORTHEASTERLY, FOR
 QS0916'2.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH
 QS0916'THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON THE
 QS0916'BLADED ROAD TO THE MARK ON THE RIGHT AS DESCRIBED.
 QS0916'
 QS0916'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 QS0916'DISK STAMPED IRON 1948 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 QS0916'POST THAT PROJECTS 8 INCHES.
 QS0916'
 QS0916'REFERENCE MARK NO. 1 IS AT THE SOUTHEASTERLY EDGE OF THE RIDGE.  IT
 QS0916'PROJECTS 2 INCHES, AND THE DISK IS STAMPED IRON USGS NO 1 1951.
 QS0916'
 QS0916'REFERENCE MARK NO. 2 IS AT THE SOUTHWESTERLY EDGE OF THE RIDGE.
 QS0916'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED IRON USGS NO 2 1951.
 QS0916'
 QS0916'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF THE BLADED ROAD,
 QS0916'AND 2 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS 4 INCHES,
 QS0916'AND THE DISK IS STAMPED IRON USGS 1951.
 QS0916'
 QS0916'THE AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 QS0916'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 QS0916
 QS0916                          STATION RECOVERY (2014)
 QS0916
 QS0916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (RJT)
 QS0916'THE REFERENCE MARKS ARE AS DESCRIBED.  I DID NOT LOOK FOR THE AZIMUTH
 QS0916'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0678 ***********************************************************************
 PS0678  DESIGNATION -  IRVING
 PS0678  PID         -  PS0678
 PS0678  STATE/COUNTY-  SD/FAULK
 PS0678  COUNTRY     -  US
 PS0678  USGS QUAD   -  REZAC LAKE NE (2017)
 PS0678
 PS0678                         *CURRENT SURVEY CONTROL
 PS0678  ______________________________________________________________________
 PS0678* NAD 83(1996) POSITION- 44 53 57.98556(N) 099 15 44.75833(W)   ADJUSTED
 PS0678* NAVD 88 ORTHO HEIGHT -   620.    (meters)     2034.    (feet) SCALED
 PS0678  ______________________________________________________________________
 PS0678  GEOID HEIGHT    -        -23.496 (meters)                     GEOID18
 PS0678  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 PS0678  HORZ ORDER      -  FIRST
 PS0678
 PS0678.The horizontal coordinates were established by classical geodetic methods
 PS0678.and adjusted by the National Geodetic Survey in January 1998.
 PS0678
 PS0678.The orthometric height was scaled from a topographic map.
 PS0678
 PS0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0678.GEOID18 height accuracy estimate available here.
 PS0678
 PS0678.Click photographs - Photos may exist for this station.
 PS0678
 PS0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0678
 PS0678. The following values were computed from the NAD 83(1996) position.
 PS0678
 PS0678;                    North         East     Units Scale Factor Converg.
 PS0678;SPC SD N     -   118,733.410   658,252.319   MT  0.99994260   +0 31 19.2
 PS0678;SPC SD N     -   389,544.53  2,159,616.15   sFT  0.99994260   +0 31 19.2
 PS0678;UTM  14      - 4,971,813.100   479,280.127   MT  0.99960528   -0 11 06.9
 PS0678
 PS0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0678!SPC SD N     -   0.99990642  x   0.99994260  =   0.99984903
 PS0678!UTM  14      -   0.99990642  x   0.99960528  =   0.99951174
 PS0678
 PS0678:                Primary Azimuth Mark                     Grid Az
 PS0678:SPC SD N     -  IRVING AZ MK RESET                       245 16 16.8
 PS0678:UTM  14      -  IRVING AZ MK RESET                       245 58 42.9
 PS0678
 PS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7928071813(NAD 83)
 PS0678
 PS0678|---------------------------------------------------------------------|
 PS0678| PID    Reference Object                     Distance      Geod. Az  |
 PS0678|                                                           dddmmss.s |
 PS0678| CO5683 IRVING AZ MK RESET                                 2454736.0 |
 PS0678| CO5682 IRVING AZ MK                                       2535228.3 |
 PS0678| CO5684 IRVING RM 1                          25.008 METERS 25503     |
 PS0678| CO5685 IRVING RM 2                          23.366 METERS 34721     |
 PS0678|---------------------------------------------------------------------|
 PS0678
 PS0678                          SUPERSEDED SURVEY CONTROL
 PS0678
 PS0678  NAD 83(1986)-  44 53 57.98351(N)    099 15 44.76751(W) AD(       ) 1
 PS0678  NAD 27      -  44 53 58.06700(N)    099 15 43.36800(W) AD(       ) 1
 PS0678
 PS0678.Superseded values are not recommended for survey control.
 PS0678
 PS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0678.See file dsdata.pdf to determine how the superseded data were derived.
 PS0678
 PS0678_MARKER: DS = TRIANGULATION STATION DISK
 PS0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0678_STAMPING: IRVING 1935
 PS0678_MARK LOGO: CGS
 PS0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0678+STABILITY: SURFACE MOTION
 PS0678
 PS0678  HISTORY     - Date     Condition        Report By
 PS0678  HISTORY     - 1935     MONUMENTED       CGS
 PS0678  HISTORY     - 1951     GOOD             CGS
 PS0678  HISTORY     - 1965     GOOD             CGS
 PS0678
 PS0678                          STATION DESCRIPTION
 PS0678
 PS0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0678'THIS STATION IS ABOUT 11-1/2 MILES SW OF FAULKTON, 8-1/2
 PS0678'MILES E OF ORIENT, AND 10-1/2 MILES S OF BURKMERE, 2.4 MILES
 PS0678'E AND 0.2 MILE N OF THE FAULK-HYDE-HAND COUNTY CORNER.  IT
 PS0678'IS 0.2 MILE E AND 0.3 MILE N OF THE SW CORNER OF SEC. 34,
 PS0678'T 117 N, R 70 W, IRVING TOWNSHIP.  THE MARK IS ON LAND OWNED
 PS0678'BY JIM WALTERS, TENNIS, S. DAK.  IT IS ON THE HIGHEST POINT
 PS0678'OF THE RANGE OF HILLS SW OF FAULKTON, 0.3 MILE N OF SECTION
 PS0678'LINE ROAD AND THE FAULK-HYDE COUNTY LINE.  THE MARK PROJECTS
 PS0678'7 INCHES.
 PS0678'
 PS0678'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0678'BRONZE DISKS SET IN CONCRETE.
 PS0678'
 PS0678'REFERENCE MARK NO. 1 IS WSW OF THE STATION AND PROJECTS 5
 PS0678'INCHES.  REFERENCE MARK NO. 2 IS NNW OF THE STATION AND PROJECTS
 PS0678'7 INCHES.  IT IS ON THE N SLOPE OF THE HILL.
 PS0678'
 PS0678'AZIMUTH MARK IS WSW OF THE STATION ON THE N EDGE OF THE
 PS0678'RIGHT-OF-WAY OF THE COUNTY LINE ROAD, 47 FEET N OF THE CENTER
 PS0678'LINE OF THE ROAD AND PROJECTS 6 INCHES.
 PS0678'
 PS0678'TO REACH FROM FAULKTON, GO W ON U.S. HIGHWAY 212 FOR 9.4 MILES
 PS0678'TO CROSSROADS.  THIS CROSSROAD IS 0.5 MILE S OF BURKMERE.  HERE
 PS0678'TURN S ON GRAVEL ROAD AND GO 5.0 MILES TO CROSSROADS.  TURN
 PS0678'W AND GO 1.0 MILE TO SIDE ROAD AT SCHOOLHOUSE.  TURN S AND
 PS0678'GO 5.0 MILES TO T-ROAD.  HERE GO E FOR 3.0 MILES TO A POINT
 PS0678'WHERE THE ROAD WIDENS CONSIDERABLY.  CONTINUE E FOR 0.5 MILE
 PS0678'TO A GATE ON THE LEFT.  PASS THROUGH GATE AND FOLLOW DIM TRAIL
 PS0678'IN A NORTHWESTERLY DIRECTION FOR ABOUT 0.3 MILE TO TOP OF HILL
 PS0678'AND STATION.
 PS0678'
 PS0678'A LIGHT 60 FEET ABOVE STATION ELLISVILLE IS VISIBLE FROM THE
 PS0678'GROUND.
 PS0678'
 PS0678'A LIGHT 74 FEET ABOVE STATION SENECA IS VISIBLE FROM THE GROUND.
 PS0678'
 PS0678'A LIGHT 74 FEET ABOVE STATION PULASKI IS VISIBLE FROM THE GROUND.
 PS0678
 PS0678                          STATION RECOVERY (1951)
 PS0678
 PS0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0678'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 PS0678'AZIMUTH WERE FOUND TO BE IN GOOD CONDITION.  ALL DISTANCES AND
 PS0678'DIRECTIONS CHECKED.  A NEW AZIMUTH MARK WAS SET WHICH IS 33
 PS0678'FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 3 FEET
 PS0678'EAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.  THE MARK
 PS0678'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED IRVING 1951.
 PS0678'A NEW TO REACH FOLLOWS.
 PS0678'
 PS0678'TO REACH STATION FROM THE POST OFFICE IN ORIENT GO SOUTH ON
 PS0678'GRAVEL STREET FOR 0.2 MILE TO JUNCTION.  TURN RIGHT AND GO
 PS0678'WEST ON MAIN GRAVEL ROAD FOR 8.6 MILES TO T FENCE CORNER AND
 PS0678'WIRE GATE ON RIGHT.  PASS THROUGH GATE INTO FIELD AND GO
 PS0678'NORTHEAST ACROSS PASTURE FOR 0.35 MILE TO HIGHEST POINT AND
 PS0678'STATION.  TO REACH AZIMUTH FROM GATE GO WEST ON GRAVEL ROAD
 PS0678'FOR 0.15 MILE TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF ROAD AS
 PS0678'DESCRIBED.
 PS0678'
 PS0678'1951 OBSERVATIONS TAKEN FROM A 10 FOOT WOOD STAND.
 PS0678
 PS0678                          STATION RECOVERY (1965)
 PS0678
 PS0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PS0678'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 PS0678'NO. 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE
 PS0678'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 PS0678'RECOVERY.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 PS0678'WERE VERIFIED.
 PS0678'
 PS0678'DUE TO THE WIDENING OF THE GRAVELED ROAD WHICH IS SOUTH OF THE
 PS0678'STATION, THE AZIMUTH MARK WAS FOUND TO BE IN THE WAY OF
 PS0678'CONSTRUCTION, AND THE MARK WAS RESET AND THE OLD MARK WAS
 PS0678'DESTROYED.
 PS0678'
 PS0678'FOLLOWING ARE NOTES AND A TO REACH FOR THE NEW AZIMUTH MARK.
 PS0678'
 PS0678'AZIMUTH MARK, A STANDARD DISK STAMPED IRVING 1935 RESET 1965,
 PS0678'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 PS0678'INCHES.  IT IS 79 FEET NORTH OF THE CENTER OF THE GRAVELED
 PS0678'ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST
 PS0678'OF A NORTH-SOUTH FENCE.
 PS0678'
 PS0678'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST
 PS0678'THROUGH PASTURE FOR 0.35 MILE TO A NORTH-SOUTH FENCE AND THE
 PS0678'AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0019 ***********************************************************************
 OR0019  DESIGNATION -  ISAAC
 OR0019  PID         -  OR0019
 OR0019  STATE/COUNTY-  SD/DAVISON
 OR0019  COUNTRY     -  US
 OR0019  USGS QUAD   -  MOUNT VERNON (2017)
 OR0019
 OR0019                         *CURRENT SURVEY CONTROL
 OR0019  ______________________________________________________________________
 OR0019* NAD 83(1996) POSITION- 43 42 34.34871(N) 098 17 57.58733(W)   ADJUSTED
 OR0019* NAVD 88 ORTHO HEIGHT -   436.554 (meters)     1432.26  (feet) ADJUSTED
 OR0019  ______________________________________________________________________
 OR0019  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 OR0019  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 OR0019  DYNAMIC HEIGHT  -        436.443 (meters)     1431.90  (feet) COMP
 OR0019  MODELED GRAVITY -    980,353.0   (mgal)                       NAVD 88
 OR0019
 OR0019  HORZ ORDER      -  SECOND
 OR0019  VERT ORDER      -  FIRST     CLASS II
 OR0019
 OR0019.The horizontal coordinates were established by classical geodetic methods
 OR0019.and adjusted by the National Geodetic Survey in January 1998.
 OR0019
 OR0019.The orthometric height was determined by differential leveling and
 OR0019.adjusted by the NATIONAL GEODETIC SURVEY
 OR0019.in June 1991.
 OR0019
 OR0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0019.GEOID18 height accuracy estimate available here.
 OR0019
 OR0019.Click photographs - Photos may exist for this station.
 OR0019
 OR0019.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0019
 OR0019.The dynamic height is computed by dividing the NAVD 88
 OR0019.geopotential number by the normal gravity value computed on the
 OR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0019.degrees latitude (g = 980.6199 gals.).
 OR0019
 OR0019.The modeled gravity was interpolated from observed gravity values.
 OR0019
 OR0019. The following values were computed from the NAD 83(1996) position.
 OR0019
 OR0019;                    North         East     Units Scale Factor Converg.
 OR0019;SPC SD S     -   154,891.981   763,902.000   MT  0.99990813   +1 24 11.4
 OR0019;SPC SD S     -   508,174.77  2,506,235.15   sFT  0.99990813   +1 24 11.4
 OR0019;UTM  14      - 4,839,851.568   556,449.001   MT  0.99963919   +0 29 03.0
 OR0019
 OR0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0019!SPC SD S     -   0.99993564  x   0.99990813  =   0.99984378
 OR0019!UTM  14      -   0.99993564  x   0.99963919  =   0.99957485
 OR0019
 OR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP5644939851(NAD 83)
 OR0019
 OR0019|---------------------------------------------------------------------|
 OR0019| PID    Reference Object                     Distance      Geod. Az  |
 OR0019|                                                           dddmmss.s |
 OR0019| OR0020 ISAAC RM                             12.236 METERS 22858     |
 OR0019|---------------------------------------------------------------------|
 OR0019
 OR0019                          SUPERSEDED SURVEY CONTROL
 OR0019
 OR0019  NAD 83(1995)-  43 42 34.36380(N)    098 17 57.56830(W) AD(       ) 2
 OR0019  NAD 83(1986)-  43 42 34.37106(N)    098 17 57.57547(W) AD(       ) 2
 OR0019  NAD 27      -  43 42 34.42200(N)    098 17 56.27900(W) AD(       ) 2
 OR0019  NGVD 29 (??/??/92)  436.243  (m)         1431.24   (f) ADJ UNCH    1 2
 OR0019  NGVD 29             436.24   (m)         1431.2    (f) LEVELING    3  
 OR0019
 OR0019.Superseded values are not recommended for survey control.
 OR0019
 OR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0019.See file dsdata.pdf to determine how the superseded data were derived.
 OR0019
 OR0019_MARKER: DS = TRIANGULATION STATION DISK
 OR0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0019_STAMPING: ISAAC 1924
 OR0019_MARK LOGO: CGS
 OR0019_PROJECTION: FLUSH
 OR0019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0019+STABILITY: SURFACE MOTION
 OR0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0019+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1991
 OR0019
 OR0019  HISTORY     - Date     Condition        Report By
 OR0019  HISTORY     - 1924     MONUMENTED       CGS
 OR0019  HISTORY     - 1924     GOOD             CGS
 OR0019  HISTORY     - 1935     GOOD             CGS
 OR0019  HISTORY     - 1935     GOOD             CGS
 OR0019  HISTORY     - 1974     MARK NOT FOUND   USGS
 OR0019  HISTORY     - 19850515 GOOD             NGS
 OR0019  HISTORY     - 19910617 GOOD             NGS
 OR0019
 OR0019                          STATION DESCRIPTION
 OR0019
 OR0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0019'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0019'ST. PAUL AND PACIFIC RAILROAD, ABOUT 2 MILES W OF THE VILLAGE
 OR0019'OF MT. VERNON, ABOUT 3/8 MILE E OF SECTION-LINE ROAD AND
 OR0019'ABOUT 90 YARDS E OF WHISTLE POST.  THE STATION IS ABOUT 18 FEET
 OR0019'S OF S RAIL AND ABOUT 1/2 FOOT BELOW THE TRACK LEVEL.
 OR0019'
 OR0019'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OR0019'IN CONCRETE.
 OR0019'
 OR0019'REFERENCE MARK IS JUST INSIDE THE FENCE MARKING THE SOUTHERN
 OR0019'LIMITS OF THE RIGHT-OF-WAY.
 OR0019'
 OR0019'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.7 METERS.
 OR0019
 OR0019                          STATION RECOVERY (1924)
 OR0019
 OR0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0019'2 MI W FROM MOUNT VERNON.
 OR0019'ABOUT 2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0019'AND PACIFIC RAILROAD FROM MOUNT VERNON, DAVISON COUNTY, ABOUT
 OR0019'3/8 MILE EAST OF THE SECOND SECTION-LINE ROAD WEST OF THE TOWN,
 OR0019'ABOUT 282 FEET EAST OF A WHISTLE POST, 18 FEET SOUTH OF THE SOUTH
 OR0019'RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE RAIL.  A STANDARD
 OR0019'TRIANGULATION-STATION DISK, STAMPED ISAAC 1924 AND SET IN THE
 OR0019'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0019
 OR0019                          STATION RECOVERY (1935)
 OR0019
 OR0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0019'THIS STATION RECOVERED JUNE 7, 1935 AND FOUND TO BE IN GOOD
 OR0019'CONDITION.  I FOUND THE STATION MARK TO BE 282 FEET E OF WHISTLE
 OR0019'POST, 21 FEET S OF CENTER LINE OF TRACK, 29 FEET N OF S
 OR0019'RIGHT-OF-WAY FENCE AND OTHERWISE, AS INDICATED IN THE ORIGINAL
 OR0019'DESCRIPTION.
 OR0019'
 OR0019'REFERENCE MARK IS ABOUT 250 FEET E OF WHISTLE POST, 48 FEET
 OR0019'S OF CENTER LINE OF TRACK, 2 FEET N OF S RIGHT-OF-WAY FENCE,
 OR0019'AND 40.14 FEET SW OF STATION.
 OR0019
 OR0019                          STATION RECOVERY (1935)
 OR0019
 OR0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0019'RECOVERED IN GOOD CONDITION.
 OR0019
 OR0019                          STATION RECOVERY (1974)
 OR0019
 OR0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OR0019'THIS STATION AND THE REFERENCE MARK WAS SEARCHED FOR AND
 OR0019'WAS NOT FOUND.  THERE HAS BEEN SOME GRADING AND SOME FILL
 OR0019'ALSO IN THE AREA.  THE MARKS ARE PRESUMED TO BE DESTROYED.
 OR0019
 OR0019                          STATION RECOVERY (1985)
 OR0019
 OR0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OR0019'THE STATION AND REFERENCE MARK 1 WERE RECOVERED.  REFERENCE MARK 2 AND
 OR0019'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE STATION MARK AND
 OR0019'REFERENCE MARK 1 WERE BOTH SOLID IN THE GROUND BUT THE REFERENCE MARK
 OR0019'APPEARED TO HAVE BEEN DISTURBED.  THE DIRECTION AND DISTANCE TO IT
 OR0019'VARIED BY 7 MINUTES, 14 SECONDS AND 0.06 METER, (0.20 FT)
 OR0019'RESPECTIVELY, COMPARED TO THE 1924 DATA.  NEW DESCRIPTIVE TEXT
 OR0019'FOLLOWS.  THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF MT
 OR0019'VERNON, ALONG THE NORTH SIDE OF OLD HIGHWAY 16 AND 6.5 METERS (21.3
 OR0019'FT) SOUTH OF THE CENTER OF THE RAILROAD TRACK.  TO REACH THE STATION
 OR0019'FROM THE JUNCTION OF MAIN STREET AND OLD HIGHWAY 16, ON THE SOUTH EDGE
 OR0019'OF MT VERNON, GO WEST ON OLD HIGHWAY 16 FOR 3.4 KM (2.10 MI) TO THE
 OR0019'STATION ON THE RIGHT.  THE STATION IS A STANDARD CGS DISK STAMPED
 OR0019'ISAAC 1924 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES
 OR0019'(30 CM) IN DIAMETER RECESSED 4 INCHES (10 CM) BELOW THE GROUND.
 OR0019'LOCATED 28.8 METERS (94.5 FT) N FROM THE CENTER OF OLD HIGHWAY 16.
 OR0019'6.5 METERS (21.3 FT) S FROM THE CENTER OF THE RAILROAD TRACK.  0.3
 OR0019'METERS (1.0 FT) N FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A
 OR0019'STANDARD CGS DISK STAMPED ISAAC NO 1 1924 SET INTO THE TOP OF A SQUARE
 OR0019'CONCRETE MONUMENT 14 INCHES (35 CM) IN DIAMETER FLUSH WITH THE GROUND.
 OR0019'LOCATED 20.6 METERS (67.6 FT) N FROM THE CENTER OF OLD HIGHWAY 16.
 OR0019'14.8 METERS (48.6 FT) S FROM THE CENTER OF THE RAILROAD TRACK.  12.2
 OR0019'METERS (40.0 FT) SW FROM A WITNESS POST. REFERENCE MARK NO 2 IS A
 OR0019'STANDARD NGS DISK STAMPED ISAAC 1924 NO 2 1985 SET INTO THE TOP OF A
 OR0019'ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER PROJECTING 2
 OR0019'INCHES (5 CM) ABOVE THE GROUND.  LOCATED 21.1 METERS (69.2 FT) N FROM
 OR0019'THE CENTER OF OLD HIGHWAY 16.  14.3 METERS (46.9 FT) S FROM THE CENTER
 OR0019'OF THE RAILROAD TRACK.  12.5 METERS (41.0 FT) SE FROM A WITNESS POST,
 OR0019'AND 0.2 FEET (0.06 METER) HIGHER THAN THE STATION.  AZIMUTH MARK NO 1
 OR0019'IS A STANDARD NGS DISK STAMPED ISAAC 1924 1985 SET INTO THE TOP OF A
 OR0019'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE
 OR0019'GROUND.  LOCATED 21.8 METERS (71.5 FT) N FROM THE CENTER OF OLD
 OR0019'HIGHWAY 16.  13.8 METERS (45.3 FT) E FROM THE CENTER OF A GRAVELED
 OR0019'ROAD.  13.5 METERS (44.3 FT) S FROM THE CENTER OF A RAILROAD TRACK.
 OR0019'0.4 METER (1.3 FT) W FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK
 OR0019'FROM THE STATION GO WEST ON OLD HIGHWAY 16 FOR 0.5 KM (0.30 MI) TO THE
 OR0019'MARK ON THE RIGHT.
 OR0019
 OR0019                          STATION RECOVERY (1991)
 OR0019
 OR0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0019'2.7 KM (1.7 MI) WESTERLY ALONG THE DAKOTA SOUTHERN RAILROAD FROM THE
 OR0019'JUNCTION OF MOUNT VERNON ROAD IN MOUNT VERNON, 2.1 KM (1.3 MI) EAST
 OR0019'OF THE DAVISON-AURORA COUNTY LINE, 28.2 M (92.5 FT) NORTH OF THE
 OR0019'CENTERLINE OF A PAVED ROAD (OLD U.S. HIGHWAY 26), 5.9 M (19.4 FT)
 OR0019'SOUTH OF THE NEAR RAIL, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 OR0019'THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0020 ***********************************************************************
 OR0020  DESIGNATION -  ISAAC RM
 OR0020  PID         -  OR0020
 OR0020  STATE/COUNTY-  SD/DAVISON
 OR0020  COUNTRY     -  US
 OR0020  USGS QUAD   -  MOUNT VERNON (2017)
 OR0020
 OR0020                         *CURRENT SURVEY CONTROL
 OR0020  ______________________________________________________________________
 OR0020* NAD 83(1986) POSITION- 43 42 34.09   (N) 098 17 58.00   (W)   HD_HELD1
 OR0020* NAVD 88 ORTHO HEIGHT -   435.56  (+/-2cm)     1429.0   (feet) VERTCON3
 OR0020  ______________________________________________________________________
 OR0020  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 OR0020  VERT ORDER      -  ? (See Below)
 OR0020
 OR0020.The horizontal coordinates were determined by differentially corrected
 OR0020.hand held GPS observations or other comparable positioning techniques
 OR0020.and have an estimated accuracy of +/- 3 meters.
 OR0020
 OR0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0020
 OR0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0020.GEOID18 height accuracy estimate available here.
 OR0020
 OR0020.The vertical order pertains to the NGVD 29 superseded value.
 OR0020
 OR0020.Click photographs - Photos may exist for this station.
 OR0020
 OR0020;                    North         East    Units  Estimated Accuracy
 OR0020;SPC SD S     -   154,883.8     763,893.0     MT  (+/- 3 meters HH1 GPS) 
 OR0020
 OR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP5643939843(NAD 83)
 OR0020
 OR0020                          SUPERSEDED SURVEY CONTROL
 OR0020
 OR0020  NGVD 29 (??/??/92)  435.251  (m)         1427.99   (f) ADJ UNCH       
 OR0020
 OR0020.Superseded values are not recommended for survey control.
 OR0020
 OR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0020.See file dsdata.pdf to determine how the superseded data were derived.
 OR0020
 OR0020_MARKER: DR = REFERENCE MARK DISK
 OR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0020_STAMPING: ISAAC 1924
 OR0020_MARK LOGO: CGS
 OR0020_PROJECTION: FLUSH
 OR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0020+STABILITY: SURFACE MOTION
 OR0020
 OR0020  HISTORY     - Date     Condition        Report By
 OR0020  HISTORY     - 1924     MONUMENTED       CGS
 OR0020  HISTORY     - 1935     GOOD             CGS
 OR0020
 OR0020                          STATION DESCRIPTION
 OR0020
 OR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0020'2 MI W FROM MOUNT VERNON.
 OR0020'ABOUT 2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0020'PACIFIC RAILROAD FROM MOUNT VERNON, DAVISON COUNTY, ABOUT
 OR0020'3/8 MILE EAST OF THE CROSSING OF A SECTION-LINE ROAD, ABOUT
 OR0020'250 FEET EAST OF A WHISTLE POST, 40.15 MILE SOUTHWEST OF TRAVERSE
 OR0020'STATION ISAAC, DESCRIBED ABOVE, AND 48 FEET SOUTH OF THE CENTER
 OR0020'LINE OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED
 OR0020'ISAAC 1924 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 OR0020'WITH THE GROUND.
 OR0020
 OR0020                          STATION RECOVERY (1935)
 OR0020
 OR0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0897 ***********************************************************************
 QS0897  DESIGNATION -  ISABEL
 QS0897  PID         -  QS0897
 QS0897  STATE/COUNTY-  SD/DEWEY
 QS0897  COUNTRY     -  US
 QS0897  USGS QUAD   -  ISABEL (2017)
 QS0897
 QS0897                         *CURRENT SURVEY CONTROL
 QS0897  ______________________________________________________________________
 QS0897* NAD 83(1996) POSITION- 45 22 52.48278(N) 101 25 38.17546(W)   ADJUSTED
 QS0897* NAVD 88 ORTHO HEIGHT -   734.009 (meters)     2408.16  (feet) ADJUSTED
 QS0897  ______________________________________________________________________
 QS0897  GEOID HEIGHT    -        -20.585 (meters)                     GEOID18
 QS0897  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 QS0897  DYNAMIC HEIGHT  -        733.893 (meters)     2407.78  (feet) COMP
 QS0897  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 QS0897
 QS0897  HORZ ORDER      -  THIRD
 QS0897  VERT ORDER      -  FIRST     CLASS II
 QS0897
 QS0897.The horizontal coordinates were established by classical geodetic methods
 QS0897.and adjusted by the National Geodetic Survey in January 1998.
 QS0897
 QS0897.The orthometric height was determined by differential leveling and
 QS0897.adjusted by the NATIONAL GEODETIC SURVEY
 QS0897.in April 2000.
 QS0897
 QS0897.No vertical observational check was made to the station.
 QS0897
 QS0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0897.GEOID18 height accuracy estimate available here.
 QS0897
 QS0897.Click photographs - Photos may exist for this station.
 QS0897
 QS0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0897
 QS0897.The dynamic height is computed by dividing the NAVD 88
 QS0897.geopotential number by the normal gravity value computed on the
 QS0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0897.degrees latitude (g = 980.6199 gals.).
 QS0897
 QS0897.The modeled gravity was interpolated from observed gravity values.
 QS0897
 QS0897. The following values were computed from the NAD 83(1996) position.
 QS0897
 QS0897;                    North         East     Units Scale Factor Converg.
 QS0897;SPC SD N     -   172,995.496   488,223.746   MT  0.99995568   -1 00 36.5
 QS0897;SPC SD N     -   567,569.39  1,601,780.74   sFT  0.99995568   -1 00 36.5
 QS0897;UTM  14      - 5,028,169.349   309,967.525   MT  1.00004403   -1 43 41.7
 QS0897
 QS0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0897!SPC SD N     -   0.99988816  x   0.99995568  =   0.99984385
 QS0897!UTM  14      -   0.99988816  x   1.00004403  =   0.99993219
 QS0897
 QS0897:                Primary Azimuth Mark                     Grid Az
 QS0897:SPC SD N     -  ISABEL AZ MK                             061 02 56.5
 QS0897:UTM  14      -  ISABEL AZ MK                             061 46 01.7
 QS0897
 QS0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0996728169(NAD 83)
 QS0897
 QS0897|---------------------------------------------------------------------|
 QS0897| PID    Reference Object                     Distance      Geod. Az  |
 QS0897|                                                           dddmmss.s |
 QS0897| QS0898 ISABEL ST MARYS CATH CH SPIRE       APPROX. 1.5 KM 0014640.7 |
 QS0897| CQ7907 ISABEL AZ MK                                       0600220.0 |
 QS0897| AI2568 ISABEL RM 1                          21.288 METERS 06534     |
 QS0897| AI2569 ISABEL RM 2                          12.764 METERS 14811     |
 QS0897| QS0895 ISABEL O LAUGHLIN W ELEV S GAB      APPROX. 1.3 KM 3401754.8 |
 QS0897| QS0896 ISABEL O LAUGHLIN E ELEV S GAB      APPROX. 1.2 KM 3473706.9 |
 QS0897|---------------------------------------------------------------------|
 QS0897
 QS0897                          SUPERSEDED SURVEY CONTROL
 QS0897
 QS0897  NAD 83(1986)-  45 22 52.47535(N)    101 25 38.17397(W) AD(       ) 3
 QS0897  NAD 27      -  45 22 52.56000(N)    101 25 36.62400(W) AD(       ) 3
 QS0897
 QS0897.Superseded values are not recommended for survey control.
 QS0897
 QS0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0897.See file dsdata.pdf to determine how the superseded data were derived.
 QS0897
 QS0897_MARKER: DS = TRIANGULATION STATION DISK
 QS0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0897_STAMPING: ISABEL 1952
 QS0897_MARK LOGO: CGS
 QS0897_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0897+STABILITY: SURFACE MOTION
 QS0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0897+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0897
 QS0897  HISTORY     - Date     Condition        Report By
 QS0897  HISTORY     - 1952     MONUMENTED       CGS
 QS0897  HISTORY     - 19990622 GOOD             NGS
 QS0897
 QS0897                          STATION DESCRIPTION
 QS0897
 QS0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0897'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF ISABEL,
 QS0897'IN THE NORTHEAST 1/4 OF SEC. 4, T 16 N, R 22 E, AT THE EAST
 QS0897'EDGE OF A CULTIVATED FIELD, 35 FEET SOUTHWEST OF THE CENTER
 QS0897'OF A GRADED DIRT ROAD, 7 FEET SOUTH OF A TELEPHONE POLE, AND
 QS0897'5 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.
 QS0897'
 QS0897'TO REACH THE STATION FROM THE POST OFFICE IN ISABEL, GO
 QS0897'SOUTH ON STATE HIGHWAY NO. 8 FOR 0.5 MILE TO A POINT WHERE
 QS0897'THE HIGHWAY BEARS TO THE WEST.  CONTINUE SOUTHERLY ON A
 QS0897'GRADED DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.  TO
 QS0897'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 QS0897'THE GRADED DIRT ROAD FOR 0.4 MILE.  THEN RIGHT, EAST ON A
 QS0897'GRADED DIRT ROAD FOR 0.75 MILE TO THE MARK ON THE LEFT.
 QS0897'
 QS0897'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0897'ISABEL 1952.
 QS0897'
 QS0897'REFERENCE MARK NO. 1 IS 36 FEET NORTHEAST OF THE CENTER OF
 QS0897'THE GRADED DIRT ROAD.  IT PROJECTS 6 INCHES, AND THE DISK
 QS0897'IS STAMPED ISABEL NO 1 1952.
 QS0897'
 QS0897'REFERENCE MARK NO. 2 IS 35 FEET SOUTHWEST OF THE CENTER OF THE
 QS0897'GRADED DIRT ROAD.  IT PROJECTS 2 INCHES, AND THE DISK IS
 QS0897'STAMPED ISABEL NO 2 1952.
 QS0897'
 QS0897'THE AZIMUTH MARK IS NEAR THE CREST OF A LOW HILL, 25 FEET
 QS0897'NORTH OF THE CENTER OF A GRADED DIRT ROAD, AND 2 FEET WEST
 QS0897'OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 6 INCHES, AND
 QS0897'THE DISK IS STAMPED ISABEL 1952.
 QS0897
 QS0897                          STATION RECOVERY (1999)
 QS0897
 QS0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0897'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0897'IN ISABEL, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 QS0897'21.3 M (69.9 FT) SOUTHWEST OF REFERENCE MARK 1, 12.7 M (41.7 FT)
 QS0897'NORTHWEST OF REFERENCE MARK 2, 10.8 M (35.4 FT) SOUTHWEST OF THE ROAD
 QS0897'CENTER, 4.4 M (14.4 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.4 M
 QS0897'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.4
 QS0897'M (1.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON COUNTY
 QS0897'ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0896 ***********************************************************************
 QS0896  DESIGNATION -  ISABEL O LAUGHLIN E ELEV S GAB
 QS0896  PID         -  QS0896
 QS0896  STATE/COUNTY-  SD/DEWEY
 QS0896  COUNTRY     -  US
 QS0896  USGS QUAD   -  ISABEL (2017)
 QS0896
 QS0896                         *CURRENT SURVEY CONTROL
 QS0896  ______________________________________________________________________
 QS0896* NAD 83(1996) POSITION- 45 23 29.78558(N) 101 25 49.79764(W)   ADJUSTED
 QS0896  ______________________________________________________________________
 QS0896  GEOID HEIGHT    -        -20.560 (meters)                     GEOID18
 QS0896  LAPLACE CORR    -         -5.54  (seconds)                    DEFLEC18
 QS0896  HORZ ORDER      -  THIRD
 QS0896
 QS0896.The horizontal coordinates were established by classical geodetic methods
 QS0896.and adjusted by the National Geodetic Survey in January 1998.
 QS0896
 QS0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0896.GEOID18 height accuracy estimate available here.
 QS0896
 QS0896.Click photographs - Photos may exist for this station.
 QS0896
 QS0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0896
 QS0896. The following values were computed from the NAD 83(1996) position.
 QS0896
 QS0896;                    North         East     Units Scale Factor Converg.
 QS0896;SPC SD N     -   174,151.342   487,991.290   MT  0.99995674   -1 00 44.7
 QS0896;SPC SD N     -   571,361.53  1,601,018.09   sFT  0.99995674   -1 00 44.7
 QS0896;UTM  14      - 5,029,328.120   309,749.557   MT  1.00004504   -1 43 51.0
 QS0896
 QS0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0974929328(NAD 83)
 QS0896
 QS0896                          SUPERSEDED SURVEY CONTROL
 QS0896
 QS0896  NAD 83(1986)-  45 23 29.77714(N)    101 25 49.79510(W) AD(       ) 3
 QS0896  NAD 27      -  45 23 29.84000(N)    101 25 48.24000(W) AD(       ) 3
 QS0896
 QS0896.Superseded values are not recommended for survey control.
 QS0896
 QS0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0896.See file dsdata.pdf to determine how the superseded data were derived.
 QS0896
 QS0896_MARKER: 81 = GABLE
 QS0896
 QS0896  HISTORY     - Date     Condition        Report By
 QS0896  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0896
 QS0896                          STATION DESCRIPTION
 QS0896
 QS0896'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0895 ***********************************************************************
 QS0895  DESIGNATION -  ISABEL O LAUGHLIN W ELEV S GAB
 QS0895  PID         -  QS0895
 QS0895  STATE/COUNTY-  SD/DEWEY
 QS0895  COUNTRY     -  US
 QS0895  USGS QUAD   -  ISABEL (2017)
 QS0895
 QS0895                         *CURRENT SURVEY CONTROL
 QS0895  ______________________________________________________________________
 QS0895* NAD 83(1996) POSITION- 45 23 30.67012(N) 101 25 57.58294(W)   ADJUSTED
 QS0895  ______________________________________________________________________
 QS0895  GEOID HEIGHT    -        -20.555 (meters)                     GEOID18
 QS0895  LAPLACE CORR    -         -5.56  (seconds)                    DEFLEC18
 QS0895  HORZ ORDER      -  THIRD
 QS0895
 QS0895.The horizontal coordinates were established by classical geodetic methods
 QS0895.and adjusted by the National Geodetic Survey in January 1998.
 QS0895
 QS0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0895.GEOID18 height accuracy estimate available here.
 QS0895
 QS0895.Click photographs - Photos may exist for this station.
 QS0895
 QS0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0895
 QS0895. The following values were computed from the NAD 83(1996) position.
 QS0895
 QS0895;                    North         East     Units Scale Factor Converg.
 QS0895;SPC SD N     -   174,181.639   487,822.459   MT  0.99995676   -1 00 50.2
 QS0895;SPC SD N     -   571,460.93  1,600,464.18   sFT  0.99995676   -1 00 50.2
 QS0895;UTM  14      - 5,029,360.534   309,581.105   MT  1.00004583   -1 43 56.6
 QS0895
 QS0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0958129360(NAD 83)
 QS0895
 QS0895                          SUPERSEDED SURVEY CONTROL
 QS0895
 QS0895  NAD 83(1986)-  45 23 30.66199(N)    101 25 57.58042(W) AD(       ) 3
 QS0895  NAD 27      -  45 23 30.73600(N)    101 25 56.02300(W) AD(       ) 3
 QS0895
 QS0895.Superseded values are not recommended for survey control.
 QS0895
 QS0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0895.See file dsdata.pdf to determine how the superseded data were derived.
 QS0895
 QS0895_MARKER: 81 = GABLE
 QS0895
 QS0895  HISTORY     - Date     Condition        Report By
 QS0895  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0895
 QS0895                          STATION DESCRIPTION
 QS0895
 QS0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0895'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF ISABEL, ABOUT
 QS0895'0.1 MILE WEST OF THE RAILROAD DEPOT, AND ON THE SOUTH SIDE OF THE
 QS0895'RAILROAD TRACKS.  IT IS THE MOST WESTERLY ONE OF TWO ELEVATORS.
 QS0895'
 QS0895'THE BUILDING IS A LARGE WOODEN FRAME BUILDING, PAINTED RED,
 QS0895'AND IS APPROXIMATELY 80 FEET HIGH.  IT WAS BUILT IN 1917.  THE
 QS0895'POINT OBSERVED WAS THE SOUTH GABLE OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2568 ***********************************************************************
 AI2568  DESIGNATION -  ISABEL RM 1
 AI2568  PID         -  AI2568
 AI2568  STATE/COUNTY-  SD/DEWEY
 AI2568  COUNTRY     -  US
 AI2568  USGS QUAD   -  ISABEL (2017)
 AI2568
 AI2568                         *CURRENT SURVEY CONTROL
 AI2568  ______________________________________________________________________
 AI2568* NAD 83(1986) POSITION- 45 22 52.77   (N) 101 25 37.28   (W)   HD_HELD1
 AI2568* NAVD 88 ORTHO HEIGHT -   734.242 (meters)     2408.93  (feet) ADJUSTED
 AI2568  ______________________________________________________________________
 AI2568  GEOID HEIGHT    -        -20.585 (meters)                     GEOID18
 AI2568  DYNAMIC HEIGHT  -        734.126 (meters)     2408.55  (feet) COMP
 AI2568  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 AI2568
 AI2568  VERT ORDER      -  FIRST     CLASS II
 AI2568
 AI2568.The horizontal coordinates were determined by differentially corrected
 AI2568.hand held GPS observations or other comparable positioning techniques
 AI2568.and have an estimated accuracy of +/- 3 meters.
 AI2568
 AI2568.The orthometric height was determined by differential leveling and
 AI2568.adjusted by the NATIONAL GEODETIC SURVEY
 AI2568.in April 2000.
 AI2568
 AI2568.No vertical observational check was made to the station.
 AI2568
 AI2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2568.GEOID18 height accuracy estimate available here.
 AI2568
 AI2568.Click photographs - Photos may exist for this station.
 AI2568
 AI2568.The dynamic height is computed by dividing the NAVD 88
 AI2568.geopotential number by the normal gravity value computed on the
 AI2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2568.degrees latitude (g = 980.6199 gals.).
 AI2568
 AI2568.The modeled gravity was interpolated from observed gravity values.
 AI2568
 AI2568;                    North         East    Units  Estimated Accuracy
 AI2568;SPC SD N     -   173,004.0     488,243.4     MT  (+/- 3 meters HH1 GPS) 
 AI2568
 AI2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0998728177(NAD 83)
 AI2568
 AI2568                          SUPERSEDED SURVEY CONTROL
 AI2568
 AI2568.No superseded survey control is available for this station.
 AI2568
 AI2568_MARKER: DR = REFERENCE MARK DISK
 AI2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2568_STAMPING: ISABEL NO 1 1952
 AI2568_MARK LOGO: CGS
 AI2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2568+STABILITY: SURFACE MOTION
 AI2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2568+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI2568
 AI2568  HISTORY     - Date     Condition        Report By
 AI2568  HISTORY     - 1952     MONUMENTED       CGS
 AI2568  HISTORY     - 19990622 GOOD             NGS
 AI2568
 AI2568                          STATION DESCRIPTION
 AI2568
 AI2568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2568'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2568'IN ISABEL, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 AI2568'24.7 M (81.0 FT) NORTH OF REFERENCE MARK 2, 21.3 M (69.9 FT) NORTHEAST
 AI2568'OF THE STATION MARK, 11.0 M (36.1 FT) NORTHEAST OF THE ROAD CENTER,
 AI2568'8.1 M (26.6 FT) SOUTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT) SOUTHWEST
 AI2568'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AI2568'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AI2568'MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2569 ***********************************************************************
 AI2569  DESIGNATION -  ISABEL RM 2
 AI2569  PID         -  AI2569
 AI2569  STATE/COUNTY-  SD/DEWEY
 AI2569  COUNTRY     -  US
 AI2569  USGS QUAD   -  ISABEL (2017)
 AI2569
 AI2569                         *CURRENT SURVEY CONTROL
 AI2569  ______________________________________________________________________
 AI2569* NAD 83(1986) POSITION- 45 22 52.13   (N) 101 25 37.87   (W)   HD_HELD1
 AI2569* NAVD 88 ORTHO HEIGHT -   733.914 (meters)     2407.85  (feet) ADJUSTED
 AI2569  ______________________________________________________________________
 AI2569  GEOID HEIGHT    -        -20.585 (meters)                     GEOID18
 AI2569  DYNAMIC HEIGHT  -        733.798 (meters)     2407.47  (feet) COMP
 AI2569  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 AI2569
 AI2569  VERT ORDER      -  FIRST     CLASS II
 AI2569
 AI2569.The horizontal coordinates were determined by differentially corrected
 AI2569.hand held GPS observations or other comparable positioning techniques
 AI2569.and have an estimated accuracy of +/- 3 meters.
 AI2569
 AI2569.The orthometric height was determined by differential leveling and
 AI2569.adjusted by the NATIONAL GEODETIC SURVEY
 AI2569.in April 2000.
 AI2569
 AI2569.No vertical observational check was made to the station.
 AI2569
 AI2569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2569.GEOID18 height accuracy estimate available here.
 AI2569
 AI2569.Click photographs - Photos may exist for this station.
 AI2569
 AI2569.The dynamic height is computed by dividing the NAVD 88
 AI2569.geopotential number by the normal gravity value computed on the
 AI2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2569.degrees latitude (g = 980.6199 gals.).
 AI2569
 AI2569.The modeled gravity was interpolated from observed gravity values.
 AI2569
 AI2569;                    North         East    Units  Estimated Accuracy
 AI2569;SPC SD N     -   172,984.5     488,230.2     MT  (+/- 3 meters HH1 GPS) 
 AI2569
 AI2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0997328158(NAD 83)
 AI2569
 AI2569                          SUPERSEDED SURVEY CONTROL
 AI2569
 AI2569.No superseded survey control is available for this station.
 AI2569
 AI2569_MARKER: DR = REFERENCE MARK DISK
 AI2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2569_STAMPING: ISABEL NO 2 1952
 AI2569_MARK LOGO: CGS
 AI2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2569+STABILITY: SURFACE MOTION
 AI2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2569+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI2569
 AI2569  HISTORY     - Date     Condition        Report By
 AI2569  HISTORY     - 1952     MONUMENTED       CGS
 AI2569  HISTORY     - 19990622 GOOD             NGS
 AI2569
 AI2569                          STATION DESCRIPTION
 AI2569
 AI2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2569'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2569'IN ISABEL, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 AI2569'24.7 M (81.0 FT) SOUTH OF REFERENCE MARK 1, 12.7 M (41.7 FT) SOUTHEAST
 AI2569'OF THE STATION MARK, 10.8 M (35.4 FT) SOUTHWEST OF THE ROAD CENTER,
 AI2569'4.4 M (14.4 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 AI2569'OF THE ROAD, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 AI2569'SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0898 ***********************************************************************
 QS0898  DESIGNATION -  ISABEL ST MARYS CATH CH SPIRE
 QS0898  PID         -  QS0898
 QS0898  STATE/COUNTY-  SD/DEWEY
 QS0898  COUNTRY     -  US
 QS0898  USGS QUAD   -  ISABEL (2017)
 QS0898
 QS0898                         *CURRENT SURVEY CONTROL
 QS0898  ______________________________________________________________________
 QS0898* NAD 83(1996) POSITION- 45 23 39.58788(N) 101 25 36.10012(W)   ADJUSTED
 QS0898  ______________________________________________________________________
 QS0898  GEOID HEIGHT    -        -20.564 (meters)                     GEOID18
 QS0898  LAPLACE CORR    -         -5.48  (seconds)                    DEFLEC18
 QS0898  HORZ ORDER      -  THIRD
 QS0898
 QS0898.The horizontal coordinates were established by classical geodetic methods
 QS0898.and adjusted by the National Geodetic Survey in January 1998.
 QS0898
 QS0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0898.GEOID18 height accuracy estimate available here.
 QS0898
 QS0898.Click photographs - Photos may exist for this station.
 QS0898
 QS0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0898
 QS0898. The following values were computed from the NAD 83(1996) position.
 QS0898
 QS0898;                    North         East     Units Scale Factor Converg.
 QS0898;SPC SD N     -   174,448.642   488,294.514   MT  0.99995702   -1 00 35.0
 QS0898;SPC SD N     -   572,336.92  1,602,012.92   sFT  0.99995702   -1 00 35.0
 QS0898;UTM  14      - 5,029,621.620   310,056.513   MT  1.00004361   -1 43 41.6
 QS0898
 QS0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1005629621(NAD 83)
 QS0898
 QS0898                          SUPERSEDED SURVEY CONTROL
 QS0898
 QS0898  NAD 83(1986)-  45 23 39.57983(N)    101 25 36.09780(W) AD(       ) 3
 QS0898  NAD 27      -  45 23 39.64900(N)    101 25 34.54900(W) AD(       ) 3
 QS0898
 QS0898.Superseded values are not recommended for survey control.
 QS0898
 QS0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0898.See file dsdata.pdf to determine how the superseded data were derived.
 QS0898
 QS0898_MARKER: 91 = CHURCH CROSS
 QS0898
 QS0898  HISTORY     - Date     Condition        Report By
 QS0898  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0898
 QS0898                          STATION DESCRIPTION
 QS0898
 QS0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0898'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF ISABEL, IN THE
 QS0898'NORTHEAST CORNER OF THE INTERSECTION OF TWO GRAVELED ROADS,
 QS0898'AND TWO BLOCKS EAST OF STATE HIGHWAY NO. 8.
 QS0898'
 QS0898'IT IS A LARGE WOODEN FRAME BUILDING, PAINTED WHITE, AND HAS
 QS0898'A SPIRE AT THE SOUTH EDGE OF THE ROOF.  THE POINT OBSERVED
 QS0898'WAS THE BASE OF A LARGE WHITE CROSS AT THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0012 ***********************************************************************
 OR0012  DESIGNATION -  ISABELL
 OR0012  PID         -  OR0012
 OR0012  STATE/COUNTY-  SD/DAVISON
 OR0012  COUNTRY     -  US
 OR0012  USGS QUAD   -  MITCHELL (2017)
 OR0012
 OR0012                         *CURRENT SURVEY CONTROL
 OR0012  ______________________________________________________________________
 OR0012* NAD 83(1986) POSITION- 43 42 31.25860(N) 098 04 21.79419(W)   ADJUSTED
 OR0012* NAVD 88 ORTHO HEIGHT -   407.439 (meters)     1336.74  (feet) ADJUSTED
 OR0012  ______________________________________________________________________
 OR0012  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 OR0012  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 OR0012  DYNAMIC HEIGHT  -        407.338 (meters)     1336.41  (feet) COMP
 OR0012  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 OR0012
 OR0012  HORZ ORDER      -  SECOND
 OR0012  VERT ORDER      -  FIRST     CLASS II
 OR0012
 OR0012.The horizontal coordinates were established by classical geodetic methods
 OR0012.and adjusted by the National Geodetic Survey in June 2004.
 OR0012
 OR0012.The orthometric height was determined by differential leveling and
 OR0012.adjusted by the NATIONAL GEODETIC SURVEY
 OR0012.in June 1991.
 OR0012
 OR0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0012.GEOID18 height accuracy estimate available here.
 OR0012
 OR0012.Click photographs - Photos may exist for this station.
 OR0012
 OR0012.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0012
 OR0012.The dynamic height is computed by dividing the NAVD 88
 OR0012.geopotential number by the normal gravity value computed on the
 OR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0012.degrees latitude (g = 980.6199 gals.).
 OR0012
 OR0012.The modeled gravity was interpolated from observed gravity values.
 OR0012
 OR0012. The following values were computed from the NAD 83(1986) position.
 OR0012
 OR0012;                    North         East     Units Scale Factor Converg.
 OR0012;SPC SD S     -   155,268.754   782,160.704   MT  0.99990811   +1 33 34.2
 OR0012;SPC SD S     -   509,410.90  2,566,138.91   sFT  0.99990811   +1 33 34.2
 OR0012;UTM  14      - 4,839,935.469   574,706.744   MT  0.99966865   +0 38 26.8
 OR0012
 OR0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0012!SPC SD S     -   0.99994022  x   0.99990811  =   0.99984833
 OR0012!UTM  14      -   0.99994022  x   0.99966865  =   0.99960889
 OR0012
 OR0012:                Primary Azimuth Mark                     Grid Az
 OR0012:SPC SD S     -  ISADORE                                  070 50 47.9
 OR0012:UTM  14      -  ISADORE                                  071 45 55.3
 OR0012
 OR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7470639935(NAD 83)
 OR0012
 OR0012|---------------------------------------------------------------------|
 OR0012| PID    Reference Object                     Distance      Geod. Az  |
 OR0012|                                                           dddmmss.s |
 OR0012| OR0813 ISADORE                             APPROX. 2.9 KM 0722422.1 |
 OR0012| OR0013 ISABELL RM 1                         29.720 METERS 14302     |
 OR0012| CO3792 ISABELL RM 2                         18.610 METERS 26926     |
 OR0012|---------------------------------------------------------------------|
 OR0012
 OR0012                          SUPERSEDED SURVEY CONTROL
 OR0012
 OR0012  NAD 83(1996)-  43 42 31.25201(N)    098 04 21.78820(W) AD(       ) 2
 OR0012  NAD 83(1995)-  43 42 31.26732(N)    098 04 21.76721(W) AD(       ) 2
 OR0012  NAD 83(1986)-  43 42 31.27457(N)    098 04 21.76847(W) AD(       ) 2
 OR0012  NAD 27      -  43 42 31.33100(N)    098 04 20.48800(W) AD(       ) 2
 OR0012  NAVD 88             407.44   (m)         1336.7    (f) LEVELING    3  
 OR0012  NGVD 29 (??/??/92)  407.142  (m)         1335.77   (f) ADJ UNCH    1 2
 OR0012  NGVD 29             407.14   (m)         1335.8    (f) LEVELING    3  
 OR0012
 OR0012.Superseded values are not recommended for survey control.
 OR0012
 OR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0012.See file dsdata.pdf to determine how the superseded data were derived.
 OR0012
 OR0012_MARKER: DS = TRIANGULATION STATION DISK
 OR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0012_STAMPING: ISABELL 1924
 OR0012_MARK LOGO: CGS
 OR0012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0012+STABILITY: SURFACE MOTION
 OR0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0012+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1992
 OR0012
 OR0012  HISTORY     - Date     Condition        Report By
 OR0012  HISTORY     - 1924     MONUMENTED       CGS
 OR0012  HISTORY     - 1924     GOOD             CGS
 OR0012  HISTORY     - 1925     GOOD             CGS
 OR0012  HISTORY     - 1934     GOOD             SDGS
 OR0012  HISTORY     - 1941     GOOD             CGS
 OR0012  HISTORY     - 1951     GOOD             CGS
 OR0012  HISTORY     - 1966     GOOD             CGS
 OR0012  HISTORY     - 1967     GOOD             CGS
 OR0012  HISTORY     - 1981     GOOD             NGS
 OR0012  HISTORY     - 19921027 GOOD             NGS
 OR0012
 OR0012                          STATION DESCRIPTION
 OR0012
 OR0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0012'THIS STATION IS ON THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0012'ST. PAUL AND PACIFIC RAILROAD ABOUT 2-1/2 MILES W OF THE TOWN
 OR0012'OF MITCHELL.  IT IS ABOUT 3/8 MILE W OF THE SECOND SECTION-LINE
 OR0012'ROAD W OF MITCHELL ABOUT 100 YARDS E OF WHISTLE POST AND ABOUT 30
 OR0012'FEET N OF N RAIL.
 OR0012'
 OR0012'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OR0012'IN CONCRETE AS DESCRIBED.
 OR0012'
 OR0012'REFERENCE MARK IS OPPOSITE, JUST INSIDE THE FENCE MARKING
 OR0012'THE SOUTHERN LIMITS OF THE RIGHT-OF-WAY.
 OR0012'
 OR0012'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 OR0012
 OR0012                          STATION RECOVERY (1924)
 OR0012
 OR0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0012'2.5 MI W FROM MITCHELL.
 OR0012'ABOUT 2-1/2 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0012'AND PACIFIC RAILROAD FROM MITCHELL, DAVISON COUNTY, ABOUT
 OR0012'3/8 MILE WEST OF THE CROSSING OF THE FIRST SECTION-LINE ROAD
 OR0012'WEST OF OHLMAN STREET, ABOUT 215 FEET WEST OF A WHISTLE POST,
 OR0012'AND 36 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 OR0012'TRIANGULATION-STATION DISK, STAMPED ISABELL 1924 AND SET IN THE
 OR0012'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OR0012
 OR0012                          STATION RECOVERY (1925)
 OR0012
 OR0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 OR0012'THIS STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE
 OR0012'MARKS IN GOOD CONDITION.
 OR0012'
 OR0012'AZIMUTH AT ISABELL-OBSERVATIONS FOR AZIMUTH WERE MADE FROM
 OR0012'ISABELL WITH LIGHT ON STATION BETTS AS MARK.  THERE WAS NO
 OR0012'ECCENTRICITY OF INSTRUMENT OR LIGHT.
 OR0012
 OR0012                          STATION RECOVERY (1934)
 OR0012
 OR0012'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 OR0012'ORIGINAL DESCRIPTION IS NOT VERY CLEAR AS TO THE DISTANCE
 OR0012'W OF MITCHELL, AS A SECTION LINE FORMS THE W BOUNDARY OF THE
 OR0012'TOWN.  ABOUT 3/8 MILE W OF FIRST SECTION-LINE ROAD W OF OHLMAN
 OR0012'STREET, MITCHELL WOULD BE CLEARER.
 OR0012
 OR0012                          STATION RECOVERY (1941)
 OR0012
 OR0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0012'RECOVERED IN GOOD CONDITION.
 OR0012
 OR0012                          STATION RECOVERY (1951)
 OR0012
 OR0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OR0012'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 OR0012'
 OR0012'STATION IS LOCATED 34 FEET N OF THE N RAIL, 200 FEET W OF A
 OR0012'WHISTLE POST, 13 FEET S OF THE N RIGHT-OF-WAY FENCE LINE, AND
 OR0012'8-1/2 TELEPHONE POLES W OF THE CROSSROADS.
 OR0012'
 OR0012'THE REFERENCE MARK IS 97.5 FEET SE OF THE STATION, 6.5 FEET
 OR0012'N OF THE S RIGHT-OF-WAY FENCE LINE, AND 8.0 FEET W OF A
 OR0012'TELEPHONE LINE POLE.
 OR0012
 OR0012                          STATION RECOVERY (1966)
 OR0012
 OR0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OR0012'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OR0012'THE REFERENCE MARK WAS NOT LOCATED AT THIS DATE.  EVIDENTLY
 OR0012'THE MARK HAS BEEN DESTROYED.  A NEW DESCRIPTION TO REACH THE
 OR0012'STATION FOLLOWS.
 OR0012'
 OR0012'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 OR0012'37 AND U.S. HIGHWAY 16, GO WEST ON U.S. HIGHWAY 16 FOR 2.3
 OR0012'MILES TO A CROSSROAD AND SCOTT SUPPLY CO. ON THE RIGHT.  TURN
 OR0012'RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.5 MILE TO THE
 OR0012'RAILROAD TRACKS, TURN LEFT AND GO WEST ON THE NORTH SIDE OF
 OR0012'THE RIGHT-OF-WAY FOR 0.3 MILE AND THE STATION.
 OR0012'
 OR0012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 OR0012'WEST AND 0.5 MILE NORTH OF MITCHELL AND ON THE RIGHT-OF-WAY
 OR0012'OF THE CHICAGO MILWAUKEE ST. PAUL AND PACIFICE RAILROAD.
 OR0012
 OR0012                          STATION RECOVERY (1967)
 OR0012
 OR0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OR0012'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARK
 OR0012'FOUND IN GOOD CONDITION.  ONE NEW REFERENCE MARK WAS ESTABLISHED
 OR0012'AT THE TIME OF RECOVERY.
 OR0012'
 OR0012'TO REACH FROM MITCHELL, FROM THE WEST JUNCTION OF U.S. HIGHWAY
 OR0012'16 AND STATE HIGHWAY 37 AT THE SOUTH EDGE OF TOWN, GO WEST ON
 OR0012'U.S. HIGHWAY 16 FOR 1.85 MILES TO CROSSROADS, TURN RIGHT
 OR0012'AND GO NORTH FOR 0.45 MILE TO RAILROAD CROSSING, CROSS RAILROAD
 OR0012'THEN TURN LEFT AND GO WEST ALONG THE NORTH RIGHT OF WAY
 OR0012'OF RAILROAD FOR 0.3 MILE TO STATION.
 OR0012'
 OR0012'THE STATION IS 34 FEET NORTH OF THE CENTER OF THE NORTH RAIL
 OR0012'AND IS 2.5 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 OR0012'PROJECTS 1 INCH AND THE DISK IS STAMPED ISABELL 1924.
 OR0012'
 OR0012'R.M. NO. 1 IS 41.4 FEET SOUTH OF THE CENTER OF THE SOUTH RAIL
 OR0012'AND 8.8 FEET WEST OF A TELEGRAPH POLE.  THE MARK IS FLUSH
 OR0012'AND THE DISK IS STAMPED ISABELL NO 1 1924.
 OR0012'
 OR0012'R.M. NO. 2 IS 36 FEET NORTH OF THE CENTER OF THE NORTH RAIL.
 OR0012'THE MARK IS FLUSH AND THE DISK IS STAMPED ISABELL NO 2 1924 1967.
 OR0012
 OR0012                          STATION RECOVERY (1981)
 OR0012
 OR0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OR0012'3.1 KM (1.9 MI) WEST ALONG OLD HIGHWAY 16 FROM THE JUNCTION OF OLD
 OR0012'HIGHWAY 16 AND HIGHWAY 37 IN MITCHELL, THENCE NORTH 0.8 KM (0.5 MI)
 OR0012'NORTH ALONG GRAVELED ROAD, THENCE WEST ALONG RAILROAD TRACK 0.5 KM
 OR0012'(0.3 MI) TO MARK ON NORTH SIDE OF TRACK, 10.4 N (34 FT) NORTH OF THE
 OR0012'CENTER OF THE TRACK.
 OR0012
 OR0012                          STATION RECOVERY (1992)
 OR0012
 OR0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OR0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0013 ***********************************************************************
 OR0013  DESIGNATION -  ISABELL RM 1
 OR0013  PID         -  OR0013
 OR0013  STATE/COUNTY-  SD/DAVISON
 OR0013  COUNTRY     -  US
 OR0013  USGS QUAD   -  MITCHELL (2017)
 OR0013
 OR0013                         *CURRENT SURVEY CONTROL
 OR0013  ______________________________________________________________________
 OR0013* NAD 83(1986) POSITION- 43 42 30.49   (N) 098 04 21.00   (W)   HD_HELD1
 OR0013* NAVD 88 ORTHO HEIGHT -   407.47  (+/-2cm)     1336.8   (feet) VERTCON3
 OR0013  ______________________________________________________________________
 OR0013  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 OR0013  VERT ORDER      -  ? (See Below)
 OR0013
 OR0013.The horizontal coordinates were determined by differentially corrected
 OR0013.hand held GPS observations or other comparable positioning techniques
 OR0013.and have an estimated accuracy of +/- 3 meters.
 OR0013
 OR0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0013
 OR0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0013.GEOID18 height accuracy estimate available here.
 OR0013
 OR0013.The vertical order pertains to the NGVD 29 superseded value.
 OR0013
 OR0013.Click photographs - Photos may exist for this station.
 OR0013
 OR0013;                    North         East    Units  Estimated Accuracy
 OR0013;SPC SD S     -   155,245.5     782,179.1     MT  (+/- 3 meters HH1 GPS) 
 OR0013
 OR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7472439911(NAD 83)
 OR0013
 OR0013                          SUPERSEDED SURVEY CONTROL
 OR0013
 OR0013  NGVD 29 (??/??/92)  407.167  (m)         1335.85   (f) ADJ UNCH       
 OR0013
 OR0013.Superseded values are not recommended for survey control.
 OR0013
 OR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0013.See file dsdata.pdf to determine how the superseded data were derived.
 OR0013
 OR0013_MARKER: DR = REFERENCE MARK DISK
 OR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0013_STAMPING: ISABELL 1924
 OR0013_MARK LOGO: CGS
 OR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0013+STABILITY: SURFACE MOTION
 OR0013
 OR0013  HISTORY     - Date     Condition        Report By
 OR0013  HISTORY     - 1924     MONUMENTED       CGS
 OR0013  HISTORY     - 1981     GOOD             NGS
 OR0013
 OR0013                          STATION DESCRIPTION
 OR0013
 OR0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0013'2.5 MI W FROM MITCHELL.
 OR0013'ABOUT 2-1/2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0013'AND PACIFIC RAILROAD FROM MITCHELL, DAVISON COUNTY, ABOUT 3/8
 OR0013'MILE WEST OF THE CROSSING OF THE FIRST SECTION-LINE ROAD WEST
 OR0013'OF OHLMAN STREET, ABOUT 32.5 YARDS SOUTH OF TRAVERSE STATION
 OR0013'ISABELL, DESCRIBED ABOVE, ABOUT 160 FEET WEST OF A WHISTLE
 OR0013'POST, 44 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 13
 OR0013'FEET EAST OF A POLE, 1 FOOT NORTH OF THE ROW OF POLES, AND
 OR0013'NEAR A FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED ISABELL
 OR0013'1924 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0013'2 INCHES ABOVE GROUND.
 OR0013
 OR0013                          STATION RECOVERY (1981)
 OR0013
 OR0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OR0013'3.1 KM (1.9 MI) WEST ALONG OLD H IGHWAY 16 FROM THE JUNCTION OF OLD
 OR0013'HIGHWAY 16 AND HIGHWAY 37 IN MITCHELL, THENCE NORTH 0.8 KM (0.5 MI)
 OR0013'ALONG GRAVELED ROAD, THENCE WEST ALONG RAILROAD TRACK 0.5 KM (0.5 MI)
 OR0013'TO THE MARK ON THE SOUTH SIDE OF THE TRACK, 12.6 M (41.5 FT) SOUTH OF
 OR0013'THE CENTER OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0813 ***********************************************************************
 OR0813  DESIGNATION -  ISADORE
 OR0813  PID         -  OR0813
 OR0813  STATE/COUNTY-  SD/DAVISON
 OR0813  COUNTRY     -  US
 OR0813  USGS QUAD   -  MITCHELL (2017)
 OR0813
 OR0813                         *CURRENT SURVEY CONTROL
 OR0813  ______________________________________________________________________
 OR0813* NAD 83(1996) POSITION- 43 42 59.71415(N) 098 02 17.91721(W)   ADJUSTED
 OR0813* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 OR0813  ______________________________________________________________________
 OR0813  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 OR0813  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 OR0813  HORZ ORDER      -  SECOND
 OR0813
 OR0813.The horizontal coordinates were established by classical geodetic methods
 OR0813.and adjusted by the National Geodetic Survey in January 1998.
 OR0813
 OR0813.The orthometric height was scaled from a topographic map.
 OR0813
 OR0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0813.GEOID18 height accuracy estimate available here.
 OR0813
 OR0813.Click photographs - Photos may exist for this station.
 OR0813
 OR0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0813
 OR0813. The following values were computed from the NAD 83(1996) position.
 OR0813
 OR0813;                    North         East     Units Scale Factor Converg.
 OR0813;SPC SD S     -   156,222.605   784,908.529   MT  0.99990833   +1 34 59.6
 OR0813;SPC SD S     -   512,540.33  2,575,154.07   sFT  0.99990833   +1 34 59.6
 OR0813;UTM  14      - 4,840,844.927   577,468.854   MT  0.99967382   +0 39 52.7
 OR0813
 OR0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0813!SPC SD S     -   0.99994071  x   0.99990833  =   0.99984904
 OR0813!UTM  14      -   0.99994071  x   0.99967382  =   0.99961455
 OR0813
 OR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7746840844(NAD 83)
 OR0813
 OR0813|---------------------------------------------------------------------|
 OR0813| PID    Reference Object                     Distance      Geod. Az  |
 OR0813|                                                           dddmmss.s |
 OR0813| CO3793 ISADORE RM                           35.267 METERS 12704     |
 OR0813|---------------------------------------------------------------------|
 OR0813
 OR0813                          SUPERSEDED SURVEY CONTROL
 OR0813
 OR0813  NAD 83(1995)-  43 42 59.72939(N)    098 02 17.89610(W) AD(       ) 2
 OR0813  NAD 83(1986)-  43 42 59.73594(N)    098 02 17.89695(W) AD(       ) 2
 OR0813  NAD 27      -  43 42 59.79300(N)    098 02 16.61900(W) AD(       ) 2
 OR0813
 OR0813.Superseded values are not recommended for survey control.
 OR0813
 OR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0813.See file dsdata.pdf to determine how the superseded data were derived.
 OR0813
 OR0813_MARKER: P = PIPE CAP
 OR0813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0813_STAMPING: ISADORE 1924
 OR0813_MARK LOGO: CGS
 OR0813_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0813
 OR0813  HISTORY     - Date     Condition        Report By
 OR0813  HISTORY     - 1924     MONUMENTED       CGS
 OR0813  HISTORY     - 1934     GOOD             SDGS
 OR0813  HISTORY     - 1951     MARK NOT FOUND   CGS
 OR0813  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0813
 OR0813                          STATION DESCRIPTION
 OR0813
 OR0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0813'THIS STATION IS IN MITCHELL, SOUTH DAKOTA AT THE INTERSECTION
 OR0813'OF EIGHTH AVENUE WEST AND ISADORE STREETS, ABOUT 160 YARDS
 OR0813'NW OF THE RESIDENCE OF T.W. OLLENBURG.
 OR0813'
 OR0813'THE STATION IS MARKED BY A BRASS DISK CAP ON A 4-INCH IRON
 OR0813'PIPE WHICH SETS IN THE GROUND ABOUT 4 FEET AND PROJECTS ABOVE ABOUT
 OR0813'6 INCHES.
 OR0813'
 OR0813'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 OR0813'
 OR0813'THE REFERENCE MARK IS ABOUT 115 FEET SE OF THE STATION IN
 OR0813'LINE WITH MR. OLLENBURGS RESIDENCE.
 OR0813'
 OR0813'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.6 METERS.
 OR0813
 OR0813                          STATION RECOVERY (1934)
 OR0813
 OR0813'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 OR0813'ORIGINAL DESCRIPTION STILL HOLDS.  CONDITION GOOD.
 OR0813
 OR0813                          STATION RECOVERY (1951)
 OR0813
 OR0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OR0813'A SEARCH WAS MADE AT THE DESCRIBED LOCATIONS OF THE STATION
 OR0813'MARK AND THE REFERENCE MARK AND NO MARKS WERE LOCATED.  EVIDENTLY,
 OR0813'THEY HAVE BEEN DESTROYED.
 OR0813
 OR0813                          STATION RECOVERY (1963)
 OR0813
 OR0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OR0813'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  IT IS
 OR0813'BELIEVED THAT THIS STATION HAS BEEN LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0904 ***********************************************************************
 NM0904  DESIGNATION -  ISLAND
 NM0904  PID         -  NM0904
 NM0904  STATE/COUNTY-  SD/CLAY
 NM0904  COUNTRY     -  US
 NM0904  USGS QUAD   -  VERMILLION (2017)
 NM0904
 NM0904                         *CURRENT SURVEY CONTROL
 NM0904  ______________________________________________________________________
 NM0904* NAD 83(1996) POSITION- 42 45 00.92594(N) 096 55 39.81282(W)   ADJUSTED
 NM0904* NAVD 88 ORTHO HEIGHT -   347.888 (meters)     1141.36  (feet) ADJUSTED
 NM0904  ______________________________________________________________________
 NM0904  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 NM0904  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 NM0904  DYNAMIC HEIGHT  -        347.784 (meters)     1141.02  (feet) COMP
 NM0904  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 NM0904
 NM0904  HORZ ORDER      -  THIRD
 NM0904  VERT ORDER      -  SECOND    CLASS 0
 NM0904
 NM0904.The horizontal coordinates were established by classical geodetic methods
 NM0904.and adjusted by the National Geodetic Survey in January 1998.
 NM0904
 NM0904.The orthometric height was determined by differential leveling and
 NM0904.adjusted by the NATIONAL GEODETIC SURVEY
 NM0904.in June 1991.
 NM0904
 NM0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0904.GEOID18 height accuracy estimate available here.
 NM0904
 NM0904.Click photographs - Photos may exist for this station.
 NM0904
 NM0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0904
 NM0904.The dynamic height is computed by dividing the NAVD 88
 NM0904.geopotential number by the normal gravity value computed on the
 NM0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0904.degrees latitude (g = 980.6199 gals.).
 NM0904
 NM0904.The modeled gravity was interpolated from observed gravity values.
 NM0904
 NM0904. The following values were computed from the NAD 83(1996) position.
 NM0904
 NM0904;                    North         East     Units Scale Factor Converg.
 NM0904;SPC SD S     -    52,033.058   878,746.217   MT  1.00002070   +2 20 57.7
 NM0904;SPC SD S     -   170,711.79  2,883,019.88   sFT  1.00002070   +2 20 57.7
 NM0904;UTM  14      - 4,735,164.205   669,593.095   MT  0.99995386   +1 24 25.2
 NM0904
 NM0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0904!SPC SD S     -   0.99994946  x   1.00002070  =   0.99997015
 NM0904!UTM  14      -   0.99994946  x   0.99995386  =   0.99990332
 NM0904
 NM0904:                Primary Azimuth Mark                     Grid Az
 NM0904:SPC SD S     -  ISLAND AZ MK                             264 57 05.4
 NM0904:UTM  14      -  ISLAND AZ MK                             265 53 37.9
 NM0904
 NM0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6959335164(NAD 83)
 NM0904
 NM0904|---------------------------------------------------------------------|
 NM0904| PID    Reference Object                     Distance      Geod. Az  |
 NM0904|                                                           dddmmss.s |
 NM0904| NM1849 VERMILLION UNIV OF S DAK CUP        APPROX. 3.7 KM 0041746.1 |
 NM0904| NM1852 VERMILLION UNIV OF S DAK TK         APPROX. 3.8 KM 0042121.1 |
 NM0904| NM1854 VERMILLION UNIV OF S DAK STK        APPROX. 3.8 KM 0050346.3 |
 NM0904| NM0905 ISLAND RM 1                          32.641 METERS 02601     |
 NM0904| NM0906 ISLAND RM 2                          28.842 METERS 26359     |
 NM0904| NM0907 ISLAND AZ MK                                       2671803.1 |
 NM0904| NM1853 VERMILLION TANK                     APPROX. 3.1 KM 3512931.3 |
 NM0904|---------------------------------------------------------------------|
 NM0904
 NM0904                          SUPERSEDED SURVEY CONTROL
 NM0904
 NM0904  NAD 83(1995)-  42 45 00.92593(N)    096 55 39.81277(W) AD(       ) 3
 NM0904  NAD 83(1986)-  42 45 00.93079(N)    096 55 39.80420(W) AD(       ) 3
 NM0904  NAD 27      -  42 45 00.93700(N)    096 55 38.64400(W) AD(       ) 3
 NM0904  NGVD 29 (??/??/92)  347.685  (m)         1140.70   (f) ADJ UNCH    2 0
 NM0904  NGVD 29             347.69   (m)         1140.7    (f) LEVELING    3  
 NM0904
 NM0904.Superseded values are not recommended for survey control.
 NM0904
 NM0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0904.See file dsdata.pdf to determine how the superseded data were derived.
 NM0904
 NM0904_MARKER: DS = TRIANGULATION STATION DISK
 NM0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0904_STAMPING: ISLAND 1948
 NM0904_MARK LOGO: CGS
 NM0904_PROJECTION: FLUSH
 NM0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0904+STABILITY: SURFACE MOTION
 NM0904
 NM0904  HISTORY     - Date     Condition        Report By
 NM0904  HISTORY     - 1948     MONUMENTED       CGS
 NM0904  HISTORY     - 1949     GOOD             CGS
 NM0904  HISTORY     - 1976     GOOD             SD2730
 NM0904  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0904  HISTORY     - 19980415 MARK NOT FOUND   LOCENG
 NM0904
 NM0904                          STATION DESCRIPTION
 NM0904
 NM0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0904'LOCATED ABOUT 2 MILES SOUTH OF VERMILLION AND 3/4 MILE NORTHWEST
 NM0904'OF THE MISSOURI RIVER, ON THE SCHOOL GROUNDS OF THE ISLAND RURAL
 NM0904'SCHOOL.  IT IS 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NM0904'THE SCHOOL HOUSE, 75 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 NM0904'THE NORTH-SOUTH ROAD AND 42 FEET NORTH OF THE APPROXIMATE
 NM0904'CENTERLINE OF THE EAST-WEST ROAD.  THE MARK IS FLUSH WITH THE
 NM0904'GROUND AND THE DISC IS STAMPED ISLAND 1943.
 NM0904'
 NM0904'REFERENCE MARK NO. 1 IS 107.09 FEET NORTHEAST OF THE STATION,
 NM0904'72 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE
 NM0904'AND 52 FEET NORTH OF THE FENCE CORNER AT THE NORTHEAST CORNER
 NM0904'OF THE SCHOOL YARD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NM0904'DISC IS STAMPED ISLAND NO 1 1948.
 NM0904'
 NM0904'REFERENCE MARK NO. 2 IS 94.63 FEET WEST OF THE STATION, 81
 NM0904'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE,
 NM0904'59 FEET EAST OF A LARGE MAPLE TREE AND APPROXIMATELY 33 FEET
 NM0904'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  THE MARK PROJECTS
 NM0904'ABOUT 2 INCHES AND THE DISC IS STAMPED ISLAND NO 2 1948.
 NM0904'
 NM0904'AZIMUTH MARK IS ABOUT 0.3 MILES WEST OF THE STATION, ALONG THE
 NM0904'SOUTH SIDE OF AN EAST-WEST ROAD, 37 FEET SOUTH OF THE APPROXIMATE
 NM0904'CENTERLINE OF THE ROAD, 3 FEET SOUTHEAST OF A POWER-LINE POLE,
 NM0904'2 FEET EAST OF A WITNESS POST AND ABOUT 1/2 FOOT OUTSIDE THE
 NM0904'RIGHT-OF-WAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC
 NM0904'IS STAMPED ISLAND 1948.
 NM0904'
 NM0904'THE STATION WAS REACHED FROM THE NATIONAL BANK BUILDING IN
 NM0904'VERMILLION BY GOING EAST ON MAIN STREET FOR 2 BLOCKS TO CROSSSTREETS
 NM0904'THEN SOUTH ON GRAVELED STREET FOR 0.3 MILE TO A ROAD FORKS
 NM0904'JUST AFTER CROSSING RAILROAD TRACKS.  TAKE LEFT FORKS AND
 NM0904'CONTINUE SOUTH FOR 1.8 MILES TO CROSSROADS AND THE STATION
 NM0904'SITE IN THE SCHOOL YARD.
 NM0904'
 NM0904'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 NM0904'ROAD FOR 0.3 MILE AND THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 NM0904'
 NM0904'A 75 FOOT SIGNAL AT WILLOUGHBY 1935 WAS VISIBLE AT 45 FEET.
 NM0904'
 NM0904'A 75 FOOT SIGNAL AT WALTON 1935 WAS VISIBLE AT 74 FEET.
 NM0904'
 NM0904'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 NM0904
 NM0904                          STATION RECOVERY (1949)
 NM0904
 NM0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0904'1.9 MI S FROM VERMILLION.
 NM0904'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE,
 NM0904'ST. PAUL AND PACIFICI RAILROAD STATION AT VERMILLION, THENCE 1.8
 NM0904'MILES SOUTH ALONG A GRAVELED ROAD, AT THE ISLAND SCHOOLHOUSE,
 NM0904'66.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE,
 NM0904'73 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 43 FEET
 NM0904'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, AND SET IN THE
 NM0904'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 NM0904
 NM0904                          STATION RECOVERY (1976)
 NM0904
 NM0904'RECOVERY NOTE BY CITY OF VERMILLION SOUTH DAKOTA 1976
 NM0904'STATION FOUND IN GOOD CONDITION.  THE SCHOOL HOUSE FOUNDATION
 NM0904'IS ALL THAT IS LEFT.  SET A STEEL PIN ON NORTH SIDE OF STATION.
 NM0904'THE FORK IN THE ROAD AFTER CROSSING RAILROAD TRACKS IS GONE.
 NM0904'
 NM0904'DID NOT LOOK FOR R.M. 1.
 NM0904'
 NM0904'R.M. 2 WAS FOUND IN GOOD CONDITION.  THE MARK IS NOW FLUSH
 NM0904'WITH THE GROUND.  SET A STEEL PIN ON NORTH SIDE OF THE MARK.
 NM0904'
 NM0904'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE WITNESS
 NM0904'POST IS GONE.
 NM0904
 NM0904                          STATION RECOVERY (1993)
 NM0904
 NM0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0904'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NM0904
 NM0904                          STATION RECOVERY (1998)
 NM0904
 NM0904'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 NM0904'SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0907 ***********************************************************************
 NM0907  DESIGNATION -  ISLAND AZ MK
 NM0907  PID         -  NM0907
 NM0907  STATE/COUNTY-  SD/CLAY
 NM0907  COUNTRY     -  US
 NM0907  USGS QUAD   -  VERMILLION (2017)
 NM0907
 NM0907                         *CURRENT SURVEY CONTROL
 NM0907  ______________________________________________________________________
 NM0907* NAD 83(1986) POSITION- 42 45 00.     (N) 096 56 01.     (W)   SCALED
 NM0907* NAVD 88 ORTHO HEIGHT -   348.376 (meters)     1142.96  (feet) ADJUSTED
 NM0907  ______________________________________________________________________
 NM0907  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM0907  DYNAMIC HEIGHT  -        348.271 (meters)     1142.62  (feet) COMP
 NM0907  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 NM0907
 NM0907  VERT ORDER      -  SECOND    CLASS 0
 NM0907
 NM0907.The horizontal coordinates were scaled from a map and have
 NM0907.an estimated accuracy of +/- 6 seconds.
 NM0907
 NM0907.The orthometric height was determined by differential leveling and
 NM0907.adjusted by the NATIONAL GEODETIC SURVEY
 NM0907.in June 1991.
 NM0907
 NM0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0907.GEOID18 height accuracy estimate available here.
 NM0907
 NM0907.Click photographs - Photos may exist for this station.
 NM0907
 NM0907.The dynamic height is computed by dividing the NAVD 88
 NM0907.geopotential number by the normal gravity value computed on the
 NM0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0907.degrees latitude (g = 980.6199 gals.).
 NM0907
 NM0907.The modeled gravity was interpolated from observed gravity values.
 NM0907
 NM0907;                    North         East    Units  Estimated Accuracy
 NM0907;SPC SD S     -    51,990.      878,270.      MT  (+/- 180 meters Scaled)
 NM0907
 NM0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN691351(NAD 83)
 NM0907
 NM0907                          SUPERSEDED SURVEY CONTROL
 NM0907
 NM0907  NGVD 29 (??/??/92)  348.173  (m)         1142.30   (f) ADJ UNCH    2 0
 NM0907
 NM0907.Superseded values are not recommended for survey control.
 NM0907
 NM0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0907.See file dsdata.pdf to determine how the superseded data were derived.
 NM0907
 NM0907_MARKER: DZ = AZIMUTH MARK DISK
 NM0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0907_STAMPING: ISLAND 1948
 NM0907_MARK LOGO: CGS
 NM0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0907+STABILITY: SURFACE MOTION
 NM0907
 NM0907  HISTORY     - Date     Condition        Report By
 NM0907  HISTORY     - 1948     MONUMENTED       CGS
 NM0907  HISTORY     - 1949     GOOD             CGS
 NM0907  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0907  HISTORY     - 19980415 GOOD             LOCENG
 NM0907
 NM0907                          STATION DESCRIPTION
 NM0907
 NM0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0907'2.2 MI S FROM VERMILLION.
 NM0907'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE,
 NM0907'ST. PAUL AND PACIFIC RAILROAD STATION AT VERMILLION, THENCE
 NM0907'1.8 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.35 MILE WEST
 NM0907'ALONG A GRAVELED ROAD, 0.35 MILE WEST OF THE ISLAND SCHOOLHOUSE,
 NM0907'35 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3.0
 NM0907'FEET SOUTHEAST OF A POWER TRANSMISSION LINE POLE, 1.0 FOOT
 NM0907'SOUTH OF THE RIGHT-OF-WAY FENCE, 1.6 FEET EAST OF A REFERENCE
 NM0907'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NM0907'FOOT ABOVE THE GROUND.
 NM0907
 NM0907                          STATION RECOVERY (1993)
 NM0907
 NM0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0907'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NM0907
 NM0907                          STATION RECOVERY (1998)
 NM0907
 NM0907'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 NM0907'RECOVERED IN GOOD CONDITION.  NOTE--DUE TO ROAD CONSTRUCTION ISLAND AZ
 NM0907'MK IS IN JEOPARDY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0905 ***********************************************************************
 NM0905  DESIGNATION -  ISLAND RM 1
 NM0905  PID         -  NM0905
 NM0905  STATE/COUNTY-  SD/CLAY
 NM0905  COUNTRY     -  US
 NM0905  USGS QUAD   -  VERMILLION (2017)
 NM0905
 NM0905                         *CURRENT SURVEY CONTROL
 NM0905  ______________________________________________________________________
 NM0905* NAD 83(1986) POSITION- 42 45 01.88   (N) 096 55 39.18   (W)   HD_HELD1
 NM0905* NAVD 88 ORTHO HEIGHT -   347.710 (meters)     1140.78  (feet) ADJUSTED
 NM0905  ______________________________________________________________________
 NM0905  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 NM0905  DYNAMIC HEIGHT  -        347.606 (meters)     1140.44  (feet) COMP
 NM0905  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 NM0905
 NM0905  VERT ORDER      -  SECOND    CLASS 0
 NM0905
 NM0905.The horizontal coordinates were determined by differentially corrected
 NM0905.hand held GPS observations or other comparable positioning techniques
 NM0905.and have an estimated accuracy of +/- 3 meters.
 NM0905
 NM0905.The orthometric height was determined by differential leveling and
 NM0905.adjusted by the NATIONAL GEODETIC SURVEY
 NM0905.in June 1991.
 NM0905
 NM0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0905.GEOID18 height accuracy estimate available here.
 NM0905
 NM0905.Click photographs - Photos may exist for this station.
 NM0905
 NM0905.The dynamic height is computed by dividing the NAVD 88
 NM0905.geopotential number by the normal gravity value computed on the
 NM0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0905.degrees latitude (g = 980.6199 gals.).
 NM0905
 NM0905.The modeled gravity was interpolated from observed gravity values.
 NM0905
 NM0905;                    North         East    Units  Estimated Accuracy
 NM0905;SPC SD S     -    52,063.1     878,759.4     MT  (+/- 3 meters HH1 GPS) 
 NM0905
 NM0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6960635193(NAD 83)
 NM0905
 NM0905                          SUPERSEDED SURVEY CONTROL
 NM0905
 NM0905  NGVD 29 (??/??/92)  347.507  (m)         1140.11   (f) ADJ UNCH    2 0
 NM0905
 NM0905.Superseded values are not recommended for survey control.
 NM0905
 NM0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0905.See file dsdata.pdf to determine how the superseded data were derived.
 NM0905
 NM0905_MARKER: DR = REFERENCE MARK DISK
 NM0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0905_STAMPING: ISLAND NO 1 1948
 NM0905_MARK LOGO: CGS
 NM0905_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0905+STABILITY: SURFACE MOTION
 NM0905
 NM0905  HISTORY     - Date     Condition        Report By
 NM0905  HISTORY     - 1948     MONUMENTED       CGS
 NM0905  HISTORY     - 1949     GOOD             CGS
 NM0905  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0905  HISTORY     - 19980415 MARK NOT FOUND   LOCENG
 NM0905
 NM0905                          STATION DESCRIPTION
 NM0905
 NM0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0905'1.9 MI S FROM VERMILLION.
 NM0905'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE,
 NM0905'ST. PAUL AND PACIFIC RAILROAD STATION AT VERMILLION, THENCE 1.8
 NM0905'MILES SOUTH ALONG A GRAVELED ROAD, AT THE ISLAND SCHOOLHOUSE,
 NM0905'137 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 106.0
 NM0905'FEET NORTHEAST OF TRIANGULATION STATION ISLAND 1948, 77.0 FEET
 NM0905'EAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 53.0 FEET SOUTH
 NM0905'OF THE NORTHEAST CORNER POST OF THE SCHOOL YARD FENCE, 26 FEET
 NM0905'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, AND SET IN
 NM0905'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0905
 NM0905                          STATION RECOVERY (1993)
 NM0905
 NM0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0905'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NM0905
 NM0905                          STATION RECOVERY (1998)
 NM0905
 NM0905'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 NM0905'SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0906 ***********************************************************************
 NM0906  DESIGNATION -  ISLAND RM 2
 NM0906  PID         -  NM0906
 NM0906  STATE/COUNTY-  SD/CLAY
 NM0906  COUNTRY     -  US
 NM0906  USGS QUAD   -  VERMILLION (2017)
 NM0906
 NM0906                         *CURRENT SURVEY CONTROL
 NM0906  ______________________________________________________________________
 NM0906* NAD 83(1986) POSITION- 42 45 00.83   (N) 096 55 41.07   (W)   HD_HELD1
 NM0906* NAVD 88 ORTHO HEIGHT -   347.753 (meters)     1140.92  (feet) ADJUSTED
 NM0906  ______________________________________________________________________
 NM0906  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 NM0906  DYNAMIC HEIGHT  -        347.649 (meters)     1140.58  (feet) COMP
 NM0906  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 NM0906
 NM0906  VERT ORDER      -  SECOND    CLASS 0
 NM0906
 NM0906.The horizontal coordinates were determined by differentially corrected
 NM0906.hand held GPS observations or other comparable positioning techniques
 NM0906.and have an estimated accuracy of +/- 3 meters.
 NM0906
 NM0906.The orthometric height was determined by differential leveling and
 NM0906.adjusted by the NATIONAL GEODETIC SURVEY
 NM0906.in June 1991.
 NM0906
 NM0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0906.GEOID18 height accuracy estimate available here.
 NM0906
 NM0906.Click photographs - Photos may exist for this station.
 NM0906
 NM0906.The dynamic height is computed by dividing the NAVD 88
 NM0906.geopotential number by the normal gravity value computed on the
 NM0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0906.degrees latitude (g = 980.6199 gals.).
 NM0906
 NM0906.The modeled gravity was interpolated from observed gravity values.
 NM0906
 NM0906;                    North         East    Units  Estimated Accuracy
 NM0906;SPC SD S     -    52,028.9     878,717.8     MT  (+/- 3 meters HH1 GPS) 
 NM0906
 NM0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6956435160(NAD 83)
 NM0906
 NM0906                          SUPERSEDED SURVEY CONTROL
 NM0906
 NM0906  NGVD 29 (??/??/92)  347.550  (m)         1140.25   (f) ADJ UNCH    2 0
 NM0906
 NM0906.Superseded values are not recommended for survey control.
 NM0906
 NM0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0906.See file dsdata.pdf to determine how the superseded data were derived.
 NM0906
 NM0906_MARKER: DR = REFERENCE MARK DISK
 NM0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0906_STAMPING: ISLAND NO 2 1948
 NM0906_MARK LOGO: CGS
 NM0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0906+STABILITY: SURFACE MOTION
 NM0906
 NM0906  HISTORY     - Date     Condition        Report By
 NM0906  HISTORY     - 1948     MONUMENTED       CGS
 NM0906  HISTORY     - 1949     GOOD             CGS
 NM0906  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0906  HISTORY     - 19980415 GOOD             LOCENG
 NM0906
 NM0906                          STATION DESCRIPTION
 NM0906
 NM0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0906'1.9 MI S FROM VERMILLION.
 NM0906'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE,
 NM0906'ST. PAUL AND PACIFIC RAILROAD STATION AT VERMILLION, THENCE
 NM0906'1.8 MILES SOUTH ALONG A GRAVELED ROAD, AT THE ISLAND SCHOOLHOUSE,
 NM0906'81.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE,
 NM0906'166 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 94.0
 NM0906'FEET WEST OF TRIANGULATION STATION ISLAND 1948, 66.0 FEET EAST
 NM0906'OF THE SOUTHWEST CORNER POST OF THE SCHOOL YARD FENCE, 34 FEET
 NM0906'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, AND SET IN THE
 NM0906'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0906
 NM0906                          STATION RECOVERY (1993)
 NM0906
 NM0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0906'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NM0906
 NM0906                          STATION RECOVERY (1998)
 NM0906
 NM0906'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 NM0906'RECOVERED IN GOOD CONDITION.  NOTE--ISLAND RM 2 WILL BE DESTROYED BY
 NM0906'ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0006 ***********************************************************************
 OT0006  DESIGNATION -  J 10
 OT0006  PID         -  OT0006
 OT0006  STATE/COUNTY-  SD/PENNINGTON
 OT0006  COUNTRY     -  US
 OT0006  USGS QUAD   -  CONATA NE (2017)
 OT0006
 OT0006                         *CURRENT SURVEY CONTROL
 OT0006  ______________________________________________________________________
 OT0006* NAD 83(1986) POSITION- 43 43 52.     (N) 102 02 22.     (W)   SCALED
 OT0006* NAVD 88 ORTHO HEIGHT -   725.754 (meters)     2381.08  (feet) POSTED
 OT0006  ______________________________________________________________________
 OT0006  GEOID HEIGHT    -        -19.720 (meters)                     GEOID18
 OT0006  DYNAMIC HEIGHT  -        725.52  (meters)     2380.3   (feet) COMP
 OT0006  MODELED GRAVITY -    980,278.6   (mgal)                       NAVD 88
 OT0006
 OT0006  VERT ORDER      -  * POSTED, SEE BELOW
 OT0006
 OT0006.The horizontal coordinates were scaled from a map and have
 OT0006.an estimated accuracy of +/- 6 seconds.
 OT0006
 OT0006.The orthometric height was determined by differential leveling
 OT0006.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0006
 OT0006.* This is a POSTED BENCH MARK height.
 OT0006
 OT0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0006.GEOID18 height accuracy estimate available here.
 OT0006
 OT0006.Click photographs - Photos may exist for this station.
 OT0006
 OT0006.The dynamic height is computed by dividing the NAVD 88
 OT0006.geopotential number by the normal gravity value computed on the
 OT0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0006.degrees latitude (g = 980.6199 gals.).
 OT0006
 OT0006.The modeled gravity was interpolated from observed gravity values.
 OT0006
 OT0006;                    North         East    Units  Estimated Accuracy
 OT0006;SPC SD S     -   156,690.      462,570.      MT  (+/- 180 meters Scaled)
 OT0006
 OT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ384462(NAD 83)
 OT0006
 OT0006                          SUPERSEDED SURVEY CONTROL
 OT0006
 OT0006  NGVD 29 (??/??/92)  725.30   (m)         2379.6    (f) COMPUTED    1 2
 OT0006
 OT0006.Superseded values are not recommended for survey control.
 OT0006
 OT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0006.See file dsdata.pdf to determine how the superseded data were derived.
 OT0006
 OT0006_MARKER: DB = BENCH MARK DISK
 OT0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0006_STAMPING: 2379.556 J 10 1925
 OT0006_MARK LOGO: CGS
 OT0006_PROJECTION: FLUSH
 OT0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0006+STABILITY: SURFACE MOTION
 OT0006
 OT0006  HISTORY     - Date     Condition        Report By
 OT0006  HISTORY     - 1925     MONUMENTED       CGS
 OT0006  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0006
 OT0006                          STATION DESCRIPTION
 OT0006
 OT0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0006'3 MI W FROM INTERIOR.
 OT0006'IN PENNINGTON COUNTY, 3 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 OT0006'ST. PAUL AND PACIFIC RAILROAD FROM INTERIOR, JACKSON COUNTY, 55
 OT0006'YARDS WEST OF THE CROSSING OF A SECTION-LINE ROAD, 13.1 FEET WEST
 OT0006'OF THE FIRST POLE WEST OF THE ROAD, 40 FEET SOUTH OF THE CENTERLINE
 OT0006'OF THE TRACK, AND 5-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 OT0006'DISK, STAMPED 2379.556 J 10 1925 AND SET IN THE TOP OF A CONCRETE
 OT0006'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0012 ***********************************************************************
 PU0012  DESIGNATION -  J 10 B 1
 PU0012  PID         -  PU0012
 PU0012  STATE/COUNTY-  SD/MEADE
 PU0012  COUNTRY     -  US
 PU0012  USGS QUAD   -  OPAL EAST (2017)
 PU0012
 PU0012                         *CURRENT SURVEY CONTROL
 PU0012  ______________________________________________________________________
 PU0012* NAD 83(1986) POSITION- 44 57 05.     (N) 102 27 36.     (W)   SCALED
 PU0012* NAVD 88 ORTHO HEIGHT -   841.423 (meters)     2760.57  (feet) ADJUSTED
 PU0012  ______________________________________________________________________
 PU0012  GEOID HEIGHT    -        -18.404 (meters)                     GEOID18
 PU0012  DYNAMIC HEIGHT  -        841.242 (meters)     2759.97  (feet) COMP
 PU0012  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 PU0012
 PU0012  VERT ORDER      -  SECOND    CLASS 0
 PU0012
 PU0012.The horizontal coordinates were scaled from a map and have
 PU0012.an estimated accuracy of +/- 6 seconds.
 PU0012
 PU0012.The orthometric height was determined by differential leveling and
 PU0012.adjusted by the NATIONAL GEODETIC SURVEY
 PU0012.in June 1991.
 PU0012
 PU0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0012.GEOID18 height accuracy estimate available here.
 PU0012
 PU0012.Click photographs - Photos may exist for this station.
 PU0012
 PU0012.The dynamic height is computed by dividing the NAVD 88
 PU0012.geopotential number by the normal gravity value computed on the
 PU0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0012.degrees latitude (g = 980.6199 gals.).
 PU0012
 PU0012.The modeled gravity was interpolated from observed gravity values.
 PU0012
 PU0012;                    North         East    Units  Estimated Accuracy
 PU0012;SPC SD N     -   127,190.      405,910.      MT  (+/- 180 meters Scaled)
 PU0012
 PU0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK003806(NAD 83)
 PU0012
 PU0012                          SUPERSEDED SURVEY CONTROL
 PU0012
 PU0012  NGVD 29 (??/??/92)  840.96   (m)         2759.0    (f) COMPUTED    2 0
 PU0012
 PU0012.Superseded values are not recommended for survey control.
 PU0012
 PU0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0012.See file dsdata.pdf to determine how the superseded data were derived.
 PU0012
 PU0012_MARKER: Z = SEE DESCRIPTION
 PU0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0012_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0012+STABILITY: SURFACE MOTION
 PU0012
 PU0012  HISTORY     - Date     Condition        Report By
 PU0012  HISTORY     - UNK      MONUMENTED       USAF
 PU0012  HISTORY     - 1963     GOOD             CGS
 PU0012
 PU0012                          STATION DESCRIPTION
 PU0012
 PU0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0012'6.4 MI NNE FROM OPAL.
 PU0012'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0012'POST OFFICE AT OPAL, THENCE 4.0 MILES NORTH ALONG A GRAVELED
 PU0012'ROAD, THENCE ABOUT 0.55 MILE WEST ACROSS COUNTRY TO THE CREST
 PU0012'OF A RIDGE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 PU0012'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 PU0012'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0011 ***********************************************************************
 PU0011  DESIGNATION -  J 10 B 2
 PU0011  PID         -  PU0011
 PU0011  STATE/COUNTY-  SD/MEADE
 PU0011  COUNTRY     -  US
 PU0011  USGS QUAD   -  OPAL EAST (2017)
 PU0011
 PU0011                         *CURRENT SURVEY CONTROL
 PU0011  ______________________________________________________________________
 PU0011* NAD 83(1986) POSITION- 44 57 07.     (N) 102 27 21.     (W)   SCALED
 PU0011* NAVD 88 ORTHO HEIGHT -   843.372 (meters)     2766.96  (feet) ADJUSTED
 PU0011  ______________________________________________________________________
 PU0011  GEOID HEIGHT    -        -18.414 (meters)                     GEOID18
 PU0011  DYNAMIC HEIGHT  -        843.190 (meters)     2766.37  (feet) COMP
 PU0011  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 PU0011
 PU0011  VERT ORDER      -  SECOND    CLASS 0
 PU0011
 PU0011.The horizontal coordinates were scaled from a map and have
 PU0011.an estimated accuracy of +/- 6 seconds.
 PU0011
 PU0011.The orthometric height was determined by differential leveling and
 PU0011.adjusted by the NATIONAL GEODETIC SURVEY
 PU0011.in June 1991.
 PU0011
 PU0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0011.GEOID18 height accuracy estimate available here.
 PU0011
 PU0011.Click photographs - Photos may exist for this station.
 PU0011
 PU0011.The dynamic height is computed by dividing the NAVD 88
 PU0011.geopotential number by the normal gravity value computed on the
 PU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0011.degrees latitude (g = 980.6199 gals.).
 PU0011
 PU0011.The modeled gravity was interpolated from observed gravity values.
 PU0011
 PU0011;                    North         East    Units  Estimated Accuracy
 PU0011;SPC SD N     -   127,240.      406,250.      MT  (+/- 180 meters Scaled)
 PU0011
 PU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK006807(NAD 83)
 PU0011
 PU0011                          SUPERSEDED SURVEY CONTROL
 PU0011
 PU0011  NGVD 29 (??/??/92)  842.91   (m)         2765.4    (f) COMPUTED    2 0
 PU0011
 PU0011.Superseded values are not recommended for survey control.
 PU0011
 PU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0011.See file dsdata.pdf to determine how the superseded data were derived.
 PU0011
 PU0011_MARKER: Z = SEE DESCRIPTION
 PU0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0011_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0011+STABILITY: SURFACE MOTION
 PU0011
 PU0011  HISTORY     - Date     Condition        Report By
 PU0011  HISTORY     - UNK      MONUMENTED       USAF
 PU0011  HISTORY     - 1963     GOOD             CGS
 PU0011
 PU0011                          STATION DESCRIPTION
 PU0011
 PU0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0011'6 MI NNE FROM OPAL.
 PU0011'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0011'POST OFFICE AT OPAL, THENCE 4.0 MILES NORTH ALONG A GRAVELED
 PU0011'ROAD, THENCE ABOUT 0.25 MILE WEST ACROSS COUNTRY TO THE CREST
 PU0011'OF A RIDGE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 PU0011'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0011'CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1583 ***********************************************************************
 PU1583  DESIGNATION -  J 11
 PU1583  PID         -  PU1583
 PU1583  STATE/COUNTY-  SD/PENNINGTON
 PU1583  COUNTRY     -  US
 PU1583  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1583
 PU1583                         *CURRENT SURVEY CONTROL
 PU1583  ______________________________________________________________________
 PU1583* NAD 83(1986) POSITION- 44 04 49.41   (N) 103 13 50.64   (W)   HD_HELD1
 PU1583* NAVD 88 ORTHO HEIGHT -   990.187 (meters)     3248.64  (feet) ADJUSTED
 PU1583  ______________________________________________________________________
 PU1583  GEOID HEIGHT    -        -15.811 (meters)                     GEOID18
 PU1583  DYNAMIC HEIGHT  -        989.863 (meters)     3247.58  (feet) COMP
 PU1583  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 PU1583
 PU1583  VERT ORDER      -  FIRST     CLASS II
 PU1583
 PU1583.The horizontal coordinates were determined by differentially corrected
 PU1583.hand held GPS observations or other comparable positioning techniques
 PU1583.and have an estimated accuracy of +/- 3 meters.
 PU1583
 PU1583.The orthometric height was determined by differential leveling and
 PU1583.adjusted by the NATIONAL GEODETIC SURVEY
 PU1583.in June 1991.
 PU1583
 PU1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1583.GEOID18 height accuracy estimate available here.
 PU1583
 PU1583.Click photographs - Photos may exist for this station.
 PU1583
 PU1583.The dynamic height is computed by dividing the NAVD 88
 PU1583.geopotential number by the normal gravity value computed on the
 PU1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1583.degrees latitude (g = 980.6199 gals.).
 PU1583
 PU1583.The modeled gravity was interpolated from observed gravity values.
 PU1583
 PU1583;                    North         East    Units  Estimated Accuracy
 PU1583;SPC SD S     -   198,134.2     367,985.7     MT  (+/- 3 meters HH1 GPS) 
 PU1583
 PU1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4165882323(NAD 83)
 PU1583
 PU1583                          SUPERSEDED SURVEY CONTROL
 PU1583
 PU1583  NGVD 29 (??/??/92)  989.703  (m)         3247.05   (f) ADJ UNCH    1 2
 PU1583
 PU1583.Superseded values are not recommended for survey control.
 PU1583
 PU1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1583.See file dsdata.pdf to determine how the superseded data were derived.
 PU1583
 PU1583_MARKER: DB = BENCH MARK DISK
 PU1583_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PU1583_SP_SET: BUILDING
 PU1583_STAMPING: 3247.126 J 11 1925
 PU1583_MARK LOGO: CGS
 PU1583_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1583+STABILITY: POSITION/ELEVATION WELL
 PU1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1583+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 PU1583
 PU1583  HISTORY     - Date     Condition        Report By
 PU1583  HISTORY     - 1925     MONUMENTED       CGS
 PU1583  HISTORY     - 1962     GOOD             CGS
 PU1583  HISTORY     - 1983     GOOD             NGS
 PU1583  HISTORY     - 1985     GOOD             NGS
 PU1583  HISTORY     - 19910728 GOOD             NGS
 PU1583  HISTORY     - 19960715 GOOD             NOSOPS
 PU1583  HISTORY     - 19971223 GOOD             USPSQD
 PU1583  HISTORY     - 20071024 GOOD             GEOCAC
 PU1583  HISTORY     - 20101230 GOOD             INDIV
 PU1583  HISTORY     - 20160914 GOOD             USPSQD
 PU1583  HISTORY     - 20180725 GOOD             NGS
 PU1583
 PU1583                          STATION DESCRIPTION
 PU1583
 PU1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1583'0.2 MI S FROM RAPID CITY.
 PU1583'ABOUT 0.2 MILE SOUTH ALONG 8TH STREET FROM THE CHICAGO AND NORTH
 PU1583'WESTERN RAILWAY STATION AT RAPID CITY, AT THE POST OFFICE WHICH
 PU1583'IS AT THE INTERSECTION OF 8TH STREET AND ST. JOSEPH STREET, 61
 PU1583'FEET EAST OF THE EAST CURB OF 8TH STREET, 30 FEET SOUTH OF THE
 PU1583'SOUTH CURB OF ST. JOSEPH STREET, 12 FEET WEST OF THE CENTER OF
 PU1583'THE MAIN AND NORTH ENTRANCE TO THE POST OFFICE 3 INCHES NORTH
 PU1583'OF THE NORTH FACE OF THE BUILDING, 3 FEET BELOW THE EAST EDGE
 PU1583'OF THE FIRST WINDOW WEST OF THE ENTRANCE, 6 FEET ABOVE THE
 PU1583'SIDEWALK AND 2.8 ABOVE THE LANDING, AND SET IN THE TOP OF A
 PU1583'GRANITE LEDGE.
 PU1583
 PU1583                          STATION RECOVERY (1983)
 PU1583
 PU1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PU1583'RECOVERED IN GOOD CONDITION.  NOTE--8TH STREET IS NOW MT RUSHMORE
 PU1583'DRIVE AND THE OLD POST OFFICE IS NOW THE WESTERN MUTUAL BUILDING.
 PU1583'ADD--RIGHT ABOVE THE SECOND STEP DOWN FROM THE LANDING IN FRONT OF THE
 PU1583'NORTH DOOR.
 PU1583
 PU1583                          STATION RECOVERY (1985)
 PU1583
 PU1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1583'THE MARK IS ABOVE LEVEL WITH THE STEP LANDING.
 PU1583'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.8
 PU1583'MI) WEST ALONG ST. JOSEPH STREET FROM THE POST OFFICE IN RAPID CITY,
 PU1583'IN TOP OF THE GRANITE BLOCK LEDGE ON THE NORTH SIDE OF THE WESTERN
 PU1583'MUTUAL LIFE AND CASUALITY COMPANY BUILDING, IN THE SOUTHEAST CORNER OF
 PU1583'THE INTERSECTION OF MT. RUSHMORE ROAD, 9.1 METERS (30 FT) SOUTH OF THE
 PU1583'SOUTH CURB OF THE STREET, 18.6 METERS (61 FT) EAST OF THE EAST CURB OF
 PU1583'THE ROAD, 3.6 METERS (12 FT) WEST OF THE CENTER OF THE NORTH ENTRANCE
 PU1583'TO THE BUILDING AND 1.8 METERS (6 FT) ABOVE THE SIDEWALK.
 PU1583
 PU1583                          STATION RECOVERY (1991)
 PU1583
 PU1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1583'IN RAPID CITY, IN TOP OF THE STONE WATER TABLE ALONG THE NORTH FACE
 PU1583'OF THE WESTERN MUTUAL BUILDING AT 731 SAINT JOSEPH STREET, 10.5 M
 PU1583'(34.4 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 9.4 M (30.8
 PU1583'FT) SOUTH OF THE SOUTH CURB OF THE STREET, AND 1.4 M (4.6 FT) ABOVE
 PU1583'THE LEVEL OF THE STREET.
 PU1583
 PU1583                          STATION RECOVERY (1996)
 PU1583
 PU1583'RECOVERY NOTE BY NOS OCEANOG SERVICES 1996 (DW)
 PU1583'ANOTHER ALIAS IS RAPID CITY J 11. STATION IS AT THE RUSHMORE
 PU1583'PROFESSIONAL BUILDING (FORMER POST OFFICE) AT 731 ST JOSEPH STREET (OR
 PU1583'602 MT RUSHMORE DRIVE) .  IT IS 0.4 MI (0.6 KM) WNW OF PENNINGTON
 PU1583'COUNTY COURTHOUSE.  TO ACCESS FROM EXIT 57 OF I-90 AND US 14, GO S ON
 PU1583'I-190 AND US 16 (BECOMES WEST BOULEVARD) FOR 1.7 MI (2.7 KM) .  TURN
 PU1583'ESE, LEFT, ONTO ST JOSEPH STREET (BL 90 AND SD 79 S-BOUND) AND GO 0.20
 PU1583'MI (0.32 KM) TO STATION AT SSW CORNER WITH MT RUSHMORE DRIVE (US 16
 PU1583'AND OLD 8TH STREET) .  STATION IS ON GRANITE WATER TABLE ON NNE (ST
 PU1583'JOSEPH STREET) SIDE OF BUILDING, JUST ABOVE SECOND STEP DOWN FROM
 PU1583'LANDING NW OF ENTRANCE, 1.5 M (4.9 FT) ABOVE SIDEWALK LEVEL.  BUILDING
 PU1583'OWNED BY FRANK WALLAHAN.  CENTER OF S EDGE, NW, NW, NW, SEC 1, T1N,
 PU1583'R7E.
 PU1583
 PU1583                          STATION RECOVERY (1997)
 PU1583
 PU1583'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1583'RECOVERED IN GOOD CONDITION.
 PU1583
 PU1583                          STATION RECOVERY (2007)
 PU1583
 PU1583'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 PU1583'RECOVERED IN GOOD CONDITION.
 PU1583
 PU1583                          STATION RECOVERY (2010)
 PU1583
 PU1583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 PU1583'RECOVERED IN GOOD CONDITION.
 PU1583
 PU1583                          STATION RECOVERY (2016)
 PU1583
 PU1583'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 PU1583'RECOVERED IN GOOD CONDITION.
 PU1583
 PU1583                          STATION RECOVERY (2018)
 PU1583
 PU1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 PU1583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0077 ***********************************************************************
 QT0077  DESIGNATION -  J 11 B 1
 QT0077  PID         -  QT0077
 QT0077  STATE/COUNTY-  SD/MEADE
 QT0077  COUNTRY     -  US
 QT0077  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0077
 QT0077                         *CURRENT SURVEY CONTROL
 QT0077  ______________________________________________________________________
 QT0077* NAD 83(1986) POSITION- 45 01 48.     (N) 102 27 32.     (W)   SCALED
 QT0077* NAVD 88 ORTHO HEIGHT -   867.576 (meters)     2846.37  (feet) ADJUSTED
 QT0077  ______________________________________________________________________
 QT0077  GEOID HEIGHT    -        -18.361 (meters)                     GEOID18
 QT0077  DYNAMIC HEIGHT  -        867.393 (meters)     2845.77  (feet) COMP
 QT0077  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 QT0077
 QT0077  VERT ORDER      -  SECOND    CLASS 0
 QT0077
 QT0077.The horizontal coordinates were scaled from a map and have
 QT0077.an estimated accuracy of +/- 6 seconds.
 QT0077
 QT0077.The orthometric height was determined by differential leveling and
 QT0077.adjusted by the NATIONAL GEODETIC SURVEY
 QT0077.in June 1991.
 QT0077
 QT0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0077.GEOID18 height accuracy estimate available here.
 QT0077
 QT0077.Click photographs - Photos may exist for this station.
 QT0077
 QT0077.The dynamic height is computed by dividing the NAVD 88
 QT0077.geopotential number by the normal gravity value computed on the
 QT0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0077.degrees latitude (g = 980.6199 gals.).
 QT0077
 QT0077.The modeled gravity was interpolated from observed gravity values.
 QT0077
 QT0077;                    North         East    Units  Estimated Accuracy
 QT0077;SPC SD N     -   135,920.      406,270.      MT  (+/- 180 meters Scaled)
 QT0077
 QT0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK001894(NAD 83)
 QT0077
 QT0077                          SUPERSEDED SURVEY CONTROL
 QT0077
 QT0077  NGVD 29 (??/??/92)  867.12   (m)         2844.9    (f) COMPUTED    2 0
 QT0077
 QT0077.Superseded values are not recommended for survey control.
 QT0077
 QT0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0077.See file dsdata.pdf to determine how the superseded data were derived.
 QT0077
 QT0077_MARKER: Z = SEE DESCRIPTION
 QT0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0077_STAMPING: J11 B1
 QT0077_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0077+STABILITY: SURFACE MOTION
 QT0077
 QT0077  HISTORY     - Date     Condition        Report By
 QT0077  HISTORY     - UNK      MONUMENTED       USAF
 QT0077  HISTORY     - 1963     GOOD             CGS
 QT0077  HISTORY     - 19960425 MARK NOT FOUND   NGS
 QT0077
 QT0077                          STATION DESCRIPTION
 QT0077
 QT0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0077'12.4 MI E FROM MAURINE.
 QT0077'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0077'MAURINE, THENCE 7.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0077'U.S. HIGHWAY 212, TO JUNCTION OF ROAD TO OPAL AND OLD HIGHWAY 212,
 QT0077'THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD TO A T INTERSECTION
 QT0077'OF U.S. HIGHWAY 212, THENCE 1.2 MILES WEST ALONG U.S. HIGHWAY 212
 QT0077'TO A TRACK ROAD LEADING NORTH, THENCE 0.25 MILE NORTH ALONG A
 QT0077'TRACK ROAD TO A WINDMILL, THENCE 0.2 MILE NORTHWEST ALONG A STOCK
 QT0077'TRAIL, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 QT0077'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 QT0077'CYLINDER PROJECTING 4 FEET.
 QT0077
 QT0077                          STATION RECOVERY (1996)
 QT0077
 QT0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0077'THE DATUM POINT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0076 ***********************************************************************
 QT0076  DESIGNATION -  J 11 B 2
 QT0076  PID         -  QT0076
 QT0076  STATE/COUNTY-  SD/MEADE
 QT0076  COUNTRY     -  US
 QT0076  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0076
 QT0076                         *CURRENT SURVEY CONTROL
 QT0076  ______________________________________________________________________
 QT0076* NAD 83(1986) POSITION- 45 01 34.     (N) 102 27 25.     (W)   SCALED
 QT0076* NAVD 88 ORTHO HEIGHT -   873.974 (meters)     2867.36  (feet) ADJUSTED
 QT0076  ______________________________________________________________________
 QT0076  GEOID HEIGHT    -        -18.365 (meters)                     GEOID18
 QT0076  DYNAMIC HEIGHT  -        873.790 (meters)     2866.76  (feet) COMP
 QT0076  MODELED GRAVITY -    980,376.6   (mgal)                       NAVD 88
 QT0076
 QT0076  VERT ORDER      -  SECOND    CLASS 0
 QT0076
 QT0076.The horizontal coordinates were scaled from a map and have
 QT0076.an estimated accuracy of +/- 6 seconds.
 QT0076
 QT0076.The orthometric height was determined by differential leveling and
 QT0076.adjusted by the NATIONAL GEODETIC SURVEY
 QT0076.in June 1991.
 QT0076
 QT0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0076.GEOID18 height accuracy estimate available here.
 QT0076
 QT0076.Click photographs - Photos may exist for this station.
 QT0076
 QT0076.The dynamic height is computed by dividing the NAVD 88
 QT0076.geopotential number by the normal gravity value computed on the
 QT0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0076.degrees latitude (g = 980.6199 gals.).
 QT0076
 QT0076.The modeled gravity was interpolated from observed gravity values.
 QT0076
 QT0076;                    North         East    Units  Estimated Accuracy
 QT0076;SPC SD N     -   135,480.      406,410.      MT  (+/- 180 meters Scaled)
 QT0076
 QT0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK003889(NAD 83)
 QT0076
 QT0076                          SUPERSEDED SURVEY CONTROL
 QT0076
 QT0076  NGVD 29 (??/??/92)  873.51   (m)         2865.8    (f) COMPUTED    2 0
 QT0076
 QT0076.Superseded values are not recommended for survey control.
 QT0076
 QT0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0076.See file dsdata.pdf to determine how the superseded data were derived.
 QT0076
 QT0076_MARKER: Z = SEE DESCRIPTION
 QT0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0076_STAMPING: J11 B 2
 QT0076_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0076+STABILITY: SURFACE MOTION
 QT0076
 QT0076  HISTORY     - Date     Condition        Report By
 QT0076  HISTORY     - UNK      MONUMENTED       USAF
 QT0076  HISTORY     - 1963     GOOD             CGS
 QT0076  HISTORY     - 19960425 MARK NOT FOUND   NGS
 QT0076
 QT0076                          STATION DESCRIPTION
 QT0076
 QT0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0076'12.3 MI SE FROM MAURINE.
 QT0076'ABOUT 0.7 MILE WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0076'MAURINE, THENCE 7.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0076'U.S. HIGHWAY 212, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD
 QT0076'TO THE JUNCTION OF GRAVELED ROAD LEADING TO OPAL AND U.S. HIGHWAY
 QT0076'212, THENCE 1.2 MILES WEST ON U.S. HIGHWAY 212 TO A GATE AT THE
 QT0076'TOP OF A HILL, AT A TRACK ROAD LEADING NORTH, THENCE 0.15 MILE
 QT0076'NORTHWEST ACROSS COUNTRY, ON THE SOUTHWEST SLOPE OF A HILL, ABOUT
 QT0076'25 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND THE TOP SURFACE OVER
 QT0076'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 QT0076'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 QT0076
 QT0076                          STATION RECOVERY (1996)
 QT0076
 QT0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0076'THE DATUM POINT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0538 ***********************************************************************
 QS0538  DESIGNATION -  J 119
 QS0538  PID         -  QS0538
 QS0538  STATE/COUNTY-  SD/CORSON
 QS0538  COUNTRY     -  US
 QS0538  USGS QUAD   -  KELDRON (2017)
 QS0538
 QS0538                         *CURRENT SURVEY CONTROL
 QS0538  ______________________________________________________________________
 QS0538* NAD 83(1986) POSITION- 45 56 02.12   (N) 101 50 20.25   (W)   HD_HELD1
 QS0538* NAVD 88 ORTHO HEIGHT -   731.559 (meters)     2400.12  (feet) ADJUSTED
 QS0538  ______________________________________________________________________
 QS0538  GEOID HEIGHT    -        -19.590 (meters)                     GEOID18
 QS0538  DYNAMIC HEIGHT  -        731.478 (meters)     2399.86  (feet) COMP
 QS0538  MODELED GRAVITY -    980,480.6   (mgal)                       NAVD 88
 QS0538
 QS0538  VERT ORDER      -  SECOND    CLASS 0
 QS0538
 QS0538.The horizontal coordinates were determined by differentially corrected
 QS0538.hand held GPS observations or other comparable positioning techniques
 QS0538.and have an estimated accuracy of +/- 3 meters.
 QS0538
 QS0538.The orthometric height was determined by differential leveling and
 QS0538.adjusted by the NATIONAL GEODETIC SURVEY
 QS0538.in June 1991.
 QS0538
 QS0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0538.GEOID18 height accuracy estimate available here.
 QS0538
 QS0538.Click photographs - Photos may exist for this station.
 QS0538
 QS0538.The dynamic height is computed by dividing the NAVD 88
 QS0538.geopotential number by the normal gravity value computed on the
 QS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0538.degrees latitude (g = 980.6199 gals.).
 QS0538
 QS0538.The modeled gravity was interpolated from observed gravity values.
 QS0538
 QS0538;                    North         East    Units  Estimated Accuracy
 QS0538;SPC SD N     -   235,057.1     457,382.7     MT  (+/- 3 meters HH1 GPS) 
 QS0538
 QS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7991490625(NAD 83)
 QS0538
 QS0538                          SUPERSEDED SURVEY CONTROL
 QS0538
 QS0538  NGVD 29 (??/??/92)  731.067  (m)         2398.51   (f) ADJ UNCH    2 0
 QS0538
 QS0538.Superseded values are not recommended for survey control.
 QS0538
 QS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0538.See file dsdata.pdf to determine how the superseded data were derived.
 QS0538
 QS0538_MARKER: DB = BENCH MARK DISK
 QS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0538_STAMPING: J 119 1934
 QS0538_MARK LOGO: CGS
 QS0538_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0538+STABILITY: SURFACE MOTION
 QS0538
 QS0538  HISTORY     - Date     Condition        Report By
 QS0538  HISTORY     - 1934     MONUMENTED       CGS
 QS0538  HISTORY     - 1938     GOOD             CGS
 QS0538
 QS0538                          STATION DESCRIPTION
 QS0538
 QS0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0538'1.5 MI W FROM KELDRON.
 QS0538'1.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0538'RAILROAD FROM THE STATION AT KELDRON, CORSON COUNTY, OPPOSITE
 QS0538'MILEPOST 888, 430 FEET WEST OF THE CENTER OF THE OVERHEAD
 QS0538'CROSSING OF U.S. HIGHWAY 12, 48.1 FEET NORTH OF THE CENTER LINE
 QS0538'OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 QS0538'STANDARD DISK, STAMPED J 119 1934 AND SET IN THE TOP OF A
 QS0538'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0538
 QS0538                          STATION RECOVERY (1938)
 QS0538
 QS0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0011 ***********************************************************************
 QT0011  DESIGNATION -  J 120
 QT0011  PID         -  QT0011
 QT0011  STATE/COUNTY-  SD/PERKINS
 QT0011  COUNTRY     -  US
 QT0011  USGS QUAD   -  MEADOW NW (2017)
 QT0011
 QT0011                         *CURRENT SURVEY CONTROL
 QT0011  ______________________________________________________________________
 QT0011* NAD 83(1986) POSITION- 45 42 00.     (N) 102 10 39.     (W)   SCALED
 QT0011* NAVD 88 ORTHO HEIGHT -   744.360 (meters)     2442.12  (feet) ADJUSTED
 QT0011  ______________________________________________________________________
 QT0011  GEOID HEIGHT    -        -18.885 (meters)                     GEOID18
 QT0011  DYNAMIC HEIGHT  -        744.261 (meters)     2441.80  (feet) COMP
 QT0011  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 QT0011
 QT0011  VERT ORDER      -  SECOND    CLASS 0
 QT0011
 QT0011.The horizontal coordinates were scaled from a map and have
 QT0011.an estimated accuracy of +/- 6 seconds.
 QT0011
 QT0011.The orthometric height was determined by differential leveling and
 QT0011.adjusted by the NATIONAL GEODETIC SURVEY
 QT0011.in June 1991.
 QT0011
 QT0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0011.GEOID18 height accuracy estimate available here.
 QT0011
 QT0011.Click photographs - Photos may exist for this station.
 QT0011
 QT0011.The dynamic height is computed by dividing the NAVD 88
 QT0011.geopotential number by the normal gravity value computed on the
 QT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0011.degrees latitude (g = 980.6199 gals.).
 QT0011
 QT0011.The modeled gravity was interpolated from observed gravity values.
 QT0011
 QT0011;                    North         East    Units  Estimated Accuracy
 QT0011;SPC SD N     -   209,720.      430,430.      MT  (+/- 180 meters Scaled)
 QT0011
 QT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL197645(NAD 83)
 QT0011
 QT0011                          SUPERSEDED SURVEY CONTROL
 QT0011
 QT0011  NGVD 29 (??/??/92)  743.906  (m)         2440.63   (f) ADJ UNCH    2 0
 QT0011
 QT0011.Superseded values are not recommended for survey control.
 QT0011
 QT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0011.See file dsdata.pdf to determine how the superseded data were derived.
 QT0011
 QT0011_MARKER: DB = BENCH MARK DISK
 QT0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0011_STAMPING: J 120 1934
 QT0011_MARK LOGO: CGS
 QT0011_PROJECTION: PROJECTING 5 CENTIMETERS
 QT0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0011+STABILITY: SURFACE MOTION
 QT0011
 QT0011  HISTORY     - Date     Condition        Report By
 QT0011  HISTORY     - 1934     MONUMENTED       CGS
 QT0011  HISTORY     - 1954     GOOD             CGS
 QT0011
 QT0011                          STATION DESCRIPTION
 QT0011
 QT0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QT0011'18.1 MI S FROM LEMMON.
 QT0011'18.1 MILES SOUTH ALONG STATE HIGHWAY 73 FROM LEMMON, PERKINS COUNTY,
 QT0011'12.3 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 8 WHICH IS 2
 QT0011'MILES EAST OF MEADOW, 4.3 MILES SOUTH ALONG OLD STATE HIGHWAY 73
 QT0011'(A GRAVEL ROAD) FROM THE GRAND RIVER BRIDGE, 36 FEET WEST OF THE
 QT0011'CENTER LINE OF THE OLD HIGHWAY, 15 FEET EAST-NORTHEAST OF THE
 QT0011'SECOND POLE SOUTH OF WIRE GATES AND DIRT ROADS LEADING EAST AND
 QT0011'WEST FROM THE OLD HIGHWAY, AND 15 FEET EAST OF THE RIGHT-OF-WAY
 QT0011'FENCE.  A STANDARD DISK, STAMPED J 120 1934 AND SET IN THE TOP OF
 QT0011'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THIS
 QT0011'BENCH MARK MAY ALSO BE REACHED FROM THE JUNCTION OF STATE
 QT0011'HIGHWAYS 8 AND 73 WHICH IS 2 MILES EAST OF MEADOW BY GOING
 QT0011'10.6 MILES NORTH ALONG STATE HIGHWAY 73 (NEW STATE HIGHWAY 73
 QT0011'WILL CONTINUE STRAIGHT AHEAD TO THE GRAND RIVER BRIDGE WHILE THE
 QT0011'OLD HIGHWAY GOES WEST FROM THIS POINT AND THEN NORTH TO THE
 QT0011'GRAND RIVER BRIDGE), THEN TURN LEFT AND GO 1.7 MILES WEST AND
 QT0011'NORTH ALONG THE OLD HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1205 ***********************************************************************
 PU1205  DESIGNATION -  J 121
 PU1205  PID         -  PU1205
 PU1205  STATE/COUNTY-  SD/BUTTE
 PU1205  COUNTRY     -  US
 PU1205  USGS QUAD   -  NEWELL (2017)
 PU1205
 PU1205                         *CURRENT SURVEY CONTROL
 PU1205  ______________________________________________________________________
 PU1205* NAD 83(1986) POSITION- 44 43 10.     (N) 103 22 48.     (W)   SCALED
 PU1205* NAVD 88 ORTHO HEIGHT -   860.170 (meters)     2822.07  (feet) ADJUSTED
 PU1205  ______________________________________________________________________
 PU1205  GEOID HEIGHT    -        -16.454 (meters)                     GEOID18
 PU1205  DYNAMIC HEIGHT  -        859.954 (meters)     2821.37  (feet) COMP
 PU1205  MODELED GRAVITY -    980,337.4   (mgal)                       NAVD 88
 PU1205
 PU1205  VERT ORDER      -  SECOND    CLASS 0
 PU1205
 PU1205.The horizontal coordinates were scaled from a map and have
 PU1205.an estimated accuracy of +/- 6 seconds.
 PU1205
 PU1205.The orthometric height was determined by differential leveling and
 PU1205.adjusted by the NATIONAL GEODETIC SURVEY
 PU1205.in June 1991.
 PU1205
 PU1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1205.GEOID18 height accuracy estimate available here.
 PU1205
 PU1205.Click photographs - Photos may exist for this station.
 PU1205
 PU1205.The dynamic height is computed by dividing the NAVD 88
 PU1205.geopotential number by the normal gravity value computed on the
 PU1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1205.degrees latitude (g = 980.6199 gals.).
 PU1205
 PU1205.The modeled gravity was interpolated from observed gravity values.
 PU1205
 PU1205;                    North         East    Units  Estimated Accuracy
 PU1205;SPC SD N     -   104,060.      332,290.      MT  (+/- 180 meters Scaled)
 PU1205
 PU1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK283530(NAD 83)
 PU1205
 PU1205                          SUPERSEDED SURVEY CONTROL
 PU1205
 PU1205  NGVD 29 (??/??/92)  859.695  (m)         2820.52   (f) ADJ UNCH    2 0
 PU1205
 PU1205.Superseded values are not recommended for survey control.
 PU1205
 PU1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1205.See file dsdata.pdf to determine how the superseded data were derived.
 PU1205
 PU1205_MARKER: DB = BENCH MARK DISK
 PU1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1205_STAMPING: J 121 1934
 PU1205_MARK LOGO: CGS
 PU1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1205+STABILITY: SURFACE MOTION
 PU1205
 PU1205  HISTORY     - Date     Condition        Report By
 PU1205  HISTORY     - 1934     MONUMENTED       CGS
 PU1205  HISTORY     - 1963     GOOD             CGS
 PU1205
 PU1205                          STATION DESCRIPTION
 PU1205
 PU1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1205'2 MI E FROM NEWELL.
 PU1205'2 MILES EAST OF THE JUNCTION OF U.S. HY. 212 AND STATE HIGHWAY
 PU1205'79 AT NEWELL, AT THE CORNER OF A 40 ACRE STATION, 0.25 OF MILE
 PU1205'EAST OF A NORTH AND SOUTH SECTION LINE ROAD, 38 FT. SOUTH OF
 PU1205'CENTERLINE OF U.S. HY. 212, 4.4 FT. SOUTHEAST OF FENCE CORNER.
 PU1205'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 IN HIGH.  MARK IS
 PU1205'STAMPED J 121 1934.
 PU1205
 PU1205                          STATION RECOVERY (1963)
 PU1205
 PU1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0059 ***********************************************************************
 QT0059  DESIGNATION -  J 125
 QT0059  PID         -  QT0059
 QT0059  STATE/COUNTY-  SD/PERKINS
 QT0059  COUNTRY     -  US
 QT0059  USGS QUAD   -  FAITH NW (2017)
 QT0059
 QT0059                         *CURRENT SURVEY CONTROL
 QT0059  ______________________________________________________________________
 QT0059* NAD 83(1986) POSITION- 45 09 46.07   (N) 102 08 24.12   (W)   HD_HELD1
 QT0059* NAVD 88 ORTHO HEIGHT -   741.244 (meters)     2431.90  (feet) ADJUSTED
 QT0059  ______________________________________________________________________
 QT0059  GEOID HEIGHT    -        -19.088 (meters)                     GEOID18
 QT0059  DYNAMIC HEIGHT  -        741.116 (meters)     2431.48  (feet) COMP
 QT0059  MODELED GRAVITY -    980,420.1   (mgal)                       NAVD 88
 QT0059
 QT0059  VERT ORDER      -  SECOND    CLASS 0
 QT0059
 QT0059.The horizontal coordinates were determined by differentially corrected
 QT0059.hand held GPS observations or other comparable positioning techniques
 QT0059.and have an estimated accuracy of +/- 3 meters.
 QT0059
 QT0059.The orthometric height was determined by differential leveling and
 QT0059.adjusted by the NATIONAL GEODETIC SURVEY
 QT0059.in June 1991.
 QT0059
 QT0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0059.GEOID18 height accuracy estimate available here.
 QT0059
 QT0059.Click photographs - Photos may exist for this station.
 QT0059
 QT0059.The dynamic height is computed by dividing the NAVD 88
 QT0059.geopotential number by the normal gravity value computed on the
 QT0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0059.degrees latitude (g = 980.6199 gals.).
 QT0059
 QT0059.The modeled gravity was interpolated from observed gravity values.
 QT0059
 QT0059;                    North         East    Units  Estimated Accuracy
 QT0059;SPC SD N     -   149,957.4     431,773.2     MT  (+/- 3 meters HH1 GPS) 
 QT0059
 QT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2476905014(NAD 83)
 QT0059
 QT0059                          SUPERSEDED SURVEY CONTROL
 QT0059
 QT0059  NGVD 29 (??/??/92)  740.805  (m)         2430.46   (f) ADJ UNCH    2 0
 QT0059
 QT0059.Superseded values are not recommended for survey control.
 QT0059
 QT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0059.See file dsdata.pdf to determine how the superseded data were derived.
 QT0059
 QT0059_MARKER: DB = BENCH MARK DISK
 QT0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0059_STAMPING: J 125 1934
 QT0059_MARK LOGO: CGS
 QT0059_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0059+STABILITY: SURFACE MOTION
 QT0059
 QT0059  HISTORY     - Date     Condition        Report By
 QT0059  HISTORY     - 1934     MONUMENTED       CGS
 QT0059  HISTORY     - 1941     GOOD             CGS
 QT0059
 QT0059                          STATION DESCRIPTION
 QT0059
 QT0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0059'14.5 MI N FROM FAITH.
 QT0059'IN PERKINS COUNTY, 14.5 MILES NORTH ALONG STATE HIGHWAY 73 FROM
 QT0059'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 QT0059'AT FAITH, MEADE COUNTY, 3.0 MILES SOUTH OF THE BRIDGE OVER
 QT0059'MOREAU RIVER, 2.9 MILES SOUTH OF THE POST OFFICE AT USTA, 74 FEET
 QT0059'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTHEAST
 QT0059'OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 7.6 FEET SOUTH OF AN
 QT0059'IRON PIPE FLAGPOLE, AND 1.5 FEET NORTH OF THE SOUTH FENCE OF
 QT0059'THE SCHOOLYARD.  A STANDARD DISK, STAMPED J 125 1934 AND SET IN
 QT0059'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2440 ***********************************************************************
 PU2440  DESIGNATION -  J 127 RESET
 PU2440  PID         -  PU2440
 PU2440  STATE/COUNTY-  SD/MEADE
 PU2440  COUNTRY     -  US
 PU2440  USGS QUAD   -  WHITE OWL SE (2017)
 PU2440
 PU2440                         *CURRENT SURVEY CONTROL
 PU2440  ______________________________________________________________________
 PU2440* NAD 83(1986) POSITION- 44 36 14.     (N) 102 15 41.     (W)   SCALED
 PU2440* NAVD 88 ORTHO HEIGHT -   786.327 (meters)     2579.81  (feet) ADJUSTED
 PU2440  ______________________________________________________________________
 PU2440  GEOID HEIGHT    -        -19.216 (meters)                     GEOID18
 PU2440  DYNAMIC HEIGHT  -        786.137 (meters)     2579.18  (feet) COMP
 PU2440  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 PU2440
 PU2440  VERT ORDER      -  FIRST     CLASS II
 PU2440
 PU2440.The horizontal coordinates were scaled from a map and have
 PU2440.an estimated accuracy of +/- 6 seconds.
 PU2440
 PU2440.The orthometric height was determined by differential leveling and
 PU2440.adjusted by the NATIONAL GEODETIC SURVEY
 PU2440.in October 1997.
 PU2440
 PU2440.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2440.GEOID18 height accuracy estimate available here.
 PU2440
 PU2440.Click photographs - Photos may exist for this station.
 PU2440
 PU2440.The dynamic height is computed by dividing the NAVD 88
 PU2440.geopotential number by the normal gravity value computed on the
 PU2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2440.degrees latitude (g = 980.6199 gals.).
 PU2440
 PU2440.The modeled gravity was interpolated from observed gravity values.
 PU2440
 PU2440;                    North         East    Units  Estimated Accuracy
 PU2440;SPC SD N     -    88,130.      420,500.      MT  (+/- 180 meters Scaled)
 PU2440
 PU2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK173425(NAD 83)
 PU2440
 PU2440                          SUPERSEDED SURVEY CONTROL
 PU2440
 PU2440  NGVD 29 (04/17/07)  785.80   (m)         2578.1    (f) RESET       3  
 PU2440
 PU2440.Superseded values are not recommended for survey control.
 PU2440
 PU2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2440.See file dsdata.pdf to determine how the superseded data were derived.
 PU2440
 PU2440_MARKER: DV = VERTICAL CONTROL DISK
 PU2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2440_STAMPING: J 127 RESET 1990
 PU2440_MARK LOGO: NGS
 PU2440_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2440+STABILITY: SURFACE MOTION
 PU2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2440+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2440
 PU2440  HISTORY     - Date     Condition        Report By
 PU2440  HISTORY     - 1990     MONUMENTED       NGS
 PU2440  HISTORY     - 19950605 GOOD             NGS
 PU2440
 PU2440                          STATION DESCRIPTION
 PU2440
 PU2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2440'13.84 KM (8.60 MI) EAST FROM WHITE OWL OR, 17.46 KM (10.85 MI) WEST
 PU2440'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, THEN 37.49 M (123.00 FT)
 PU2440'NORTH FROM THE CENTER OF 34, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST
 PU2440'IN THE RIGHT-OF-WAY FENCE 12.19 M (39.99 FT) EAST FROM THE SECTION
 PU2440'LINE.
 PU2440
 PU2440                          STATION RECOVERY (1995)
 PU2440
 PU2440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2440'17.2 KM (10.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU2440'OF STATE HIGHWAY 73 IN HOWES, 350.0 M (1148.3 FT) EAST OF MILEPOST
 PU2440'102, 37.7 M (123.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.1 M (6.9 FT)
 PU2440'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT) SOUTH
 PU2440'OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU2440'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0706 ***********************************************************************
 PU0706  DESIGNATION -  J 129
 PU0706  PID         -  PU0706
 PU0706  STATE/COUNTY-  SD/MEADE
 PU0706  COUNTRY     -  US
 PU0706  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0706
 PU0706                         *CURRENT SURVEY CONTROL
 PU0706  ______________________________________________________________________
 PU0706* NAD 83(1986) POSITION- 44 24 05.     (N) 102 33 44.     (W)   SCALED
 PU0706* NAVD 88 ORTHO HEIGHT -   771.415 (meters)     2530.88  (feet) ADJUSTED
 PU0706  ______________________________________________________________________
 PU0706  GEOID HEIGHT    -        -18.561 (meters)                     GEOID18
 PU0706  DYNAMIC HEIGHT  -        771.207 (meters)     2530.20  (feet) COMP
 PU0706  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 PU0706
 PU0706  VERT ORDER      -  SECOND    CLASS 0
 PU0706
 PU0706.The horizontal coordinates were scaled from a map and have
 PU0706.an estimated accuracy of +/- 6 seconds.
 PU0706
 PU0706.The orthometric height was determined by differential leveling and
 PU0706.adjusted by the NATIONAL GEODETIC SURVEY
 PU0706.in June 1991.
 PU0706
 PU0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0706.GEOID18 height accuracy estimate available here.
 PU0706
 PU0706.Click photographs - Photos may exist for this station.
 PU0706
 PU0706.The dynamic height is computed by dividing the NAVD 88
 PU0706.geopotential number by the normal gravity value computed on the
 PU0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0706.degrees latitude (g = 980.6199 gals.).
 PU0706
 PU0706.The modeled gravity was interpolated from observed gravity values.
 PU0706
 PU0706;                    North         East    Units  Estimated Accuracy
 PU0706;SPC SD N     -    66,350.      395,920.      MT  (+/- 180 meters Scaled)
 PU0706
 PU0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK941193(NAD 83)
 PU0706
 PU0706                          SUPERSEDED SURVEY CONTROL
 PU0706
 PU0706  NGVD 29 (??/??/92)  770.954  (m)         2529.37   (f) ADJ UNCH    2 0
 PU0706
 PU0706.Superseded values are not recommended for survey control.
 PU0706
 PU0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0706.See file dsdata.pdf to determine how the superseded data were derived.
 PU0706
 PU0706_MARKER: DB = BENCH MARK DISK
 PU0706_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0706_STAMPING: J 129 1934
 PU0706_MARK LOGO: CGS
 PU0706_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0706
 PU0706  HISTORY     - Date     Condition        Report By
 PU0706  HISTORY     - 1934     MONUMENTED       CGS
 PU0706  HISTORY     - 1962     GOOD             CGS
 PU0706
 PU0706                          STATION DESCRIPTION
 PU0706
 PU0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0706'12 MI S FROM ENNING.
 PU0706'12.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0706'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHWEST
 PU0706'OF THE JUNCTION OF A FENCE LINE EAST, 12 FEET WEST OF A T
 PU0706'JUNCTION POWER POLE, 1.0 FEET WEST OF A WITNESS POST, 2 FEET
 PU0706'LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0706'0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0039 ***********************************************************************
 OT0039  DESIGNATION -  J 130
 OT0039  PID         -  OT0039
 OT0039  STATE/COUNTY-  SD/PENNINGTON
 OT0039  COUNTRY     -  US
 OT0039  USGS QUAD   -  WALL (2017)
 OT0039
 OT0039                         *CURRENT SURVEY CONTROL
 OT0039  ______________________________________________________________________
 OT0039* NAD 83(1986) POSITION- 43 57 04.     (N) 102 14 21.     (W)   SCALED
 OT0039* NAVD 88 ORTHO HEIGHT -   880.582 (meters)     2889.04  (feet) ADJUSTED
 OT0039  ______________________________________________________________________
 OT0039  GEOID HEIGHT    -        -19.007 (meters)                     GEOID18
 OT0039  DYNAMIC HEIGHT  -        880.306 (meters)     2888.14  (feet) COMP
 OT0039  MODELED GRAVITY -    980,275.7   (mgal)                       NAVD 88
 OT0039
 OT0039  VERT ORDER      -  SECOND    CLASS 0
 OT0039
 OT0039.The horizontal coordinates were scaled from a map and have
 OT0039.an estimated accuracy of +/- 6 seconds.
 OT0039
 OT0039.The orthometric height was determined by differential leveling and
 OT0039.adjusted by the NATIONAL GEODETIC SURVEY
 OT0039.in June 1991.
 OT0039
 OT0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0039.GEOID18 height accuracy estimate available here.
 OT0039
 OT0039.Click photographs - Photos may exist for this station.
 OT0039
 OT0039.The dynamic height is computed by dividing the NAVD 88
 OT0039.geopotential number by the normal gravity value computed on the
 OT0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0039.degrees latitude (g = 980.6199 gals.).
 OT0039
 OT0039.The modeled gravity was interpolated from observed gravity values.
 OT0039
 OT0039;                    North         East    Units  Estimated Accuracy
 OT0039;SPC SD S     -   181,480.      447,040.      MT  (+/- 180 meters Scaled)
 OT0039
 OT0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ215701(NAD 83)
 OT0039
 OT0039                          SUPERSEDED SURVEY CONTROL
 OT0039
 OT0039  NGVD 29 (??/??/92)  880.120  (m)         2887.53   (f) ADJ UNCH    2 0
 OT0039
 OT0039.Superseded values are not recommended for survey control.
 OT0039
 OT0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0039.See file dsdata.pdf to determine how the superseded data were derived.
 OT0039
 OT0039_MARKER: DB = BENCH MARK DISK
 OT0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0039_STAMPING: J 130 1962
 OT0039_MARK LOGO: CGS
 OT0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0039+STABILITY: SURFACE MOTION
 OT0039
 OT0039  HISTORY     - Date     Condition        Report By
 OT0039  HISTORY     - 1962     MONUMENTED       CGS
 OT0039
 OT0039                          STATION DESCRIPTION
 OT0039
 OT0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0039'3 MI S FROM WALL.
 OT0039'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0039'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0039'2.6 MILES SOUTH ALONG U.S. HIGHWAY 16 ALTERNATE, IN SECTION
 OT0039'18, T 1 S, R 16 E, ABOUT 0.25 MILE SOUTHEAST OF A STOCK POND,
 OT0039'ABOUT 400 FEET NORTH OF THE CREST OF A HILL, 58 FEET WEST OF THE
 OT0039'CENTER LINE OF THE HIGHWAY, 35 1/2 FEET NORTH OF THE CENTER
 OT0039'LINE OF A WIRE GATE AND A DIM TRAIL LEADING WEST, 6.0 FEET WEST
 OT0039'OF A FENCE, 6.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 OT0039'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OT0039'PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0614 ***********************************************************************
 PU0614  DESIGNATION -  J 131
 PU0614  PID         -  PU0614
 PU0614  STATE/COUNTY-  SD/PENNINGTON
 PU0614  COUNTRY     -  US
 PU0614  USGS QUAD   -  OWANKA SW (2017)
 PU0614
 PU0614                         *CURRENT SURVEY CONTROL
 PU0614  ______________________________________________________________________
 PU0614* NAD 83(1986) POSITION- 44 02 17.     (N) 102 38 01.     (W)   SCALED
 PU0614* NAVD 88 ORTHO HEIGHT -   786.812 (meters)     2581.40  (feet) ADJUSTED
 PU0614  ______________________________________________________________________
 PU0614  GEOID HEIGHT    -        -17.998 (meters)                     GEOID18
 PU0614  DYNAMIC HEIGHT  -        786.573 (meters)     2580.61  (feet) COMP
 PU0614  MODELED GRAVITY -    980,288.0   (mgal)                       NAVD 88
 PU0614
 PU0614  VERT ORDER      -  SECOND    CLASS 0
 PU0614
 PU0614.The horizontal coordinates were scaled from a map and have
 PU0614.an estimated accuracy of +/- 6 seconds.
 PU0614
 PU0614.The orthometric height was determined by differential leveling and
 PU0614.adjusted by the NATIONAL GEODETIC SURVEY
 PU0614.in June 1991.
 PU0614
 PU0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0614.GEOID18 height accuracy estimate available here.
 PU0614
 PU0614.Click photographs - Photos may exist for this station.
 PU0614
 PU0614.The dynamic height is computed by dividing the NAVD 88
 PU0614.geopotential number by the normal gravity value computed on the
 PU0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0614.degrees latitude (g = 980.6199 gals.).
 PU0614
 PU0614.The modeled gravity was interpolated from observed gravity values.
 PU0614
 PU0614;                    North         East    Units  Estimated Accuracy
 PU0614;SPC SD S     -   191,940.      415,660.      MT  (+/- 180 meters Scaled)
 PU0614
 PU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ896788(NAD 83)
 PU0614
 PU0614                          SUPERSEDED SURVEY CONTROL
 PU0614
 PU0614  NGVD 29 (??/??/92)  786.356  (m)         2579.90   (f) ADJ UNCH    2 0
 PU0614
 PU0614.Superseded values are not recommended for survey control.
 PU0614
 PU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0614.See file dsdata.pdf to determine how the superseded data were derived.
 PU0614
 PU0614_MARKER: DB = BENCH MARK DISK
 PU0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0614_STAMPING: J 131 1934
 PU0614_MARK LOGO: CGS
 PU0614_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0614+STABILITY: SURFACE MOTION
 PU0614
 PU0614  HISTORY     - Date     Condition        Report By
 PU0614  HISTORY     - 1934     MONUMENTED       CGS
 PU0614
 PU0614                          STATION DESCRIPTION
 PU0614
 PU0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0614'2.7 MI W FROM OWANKA.
 PU0614'2.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0614'THE STATION AT OWANKA, PENNINGTON COUNTY, 0.2 MILE WEST OF
 PU0614'MILEPOST 618, 138 YARDS EAST OF THE EAST END OF BRIDGE 1883, 44.1
 PU0614'FEET NORTH OF THE NORTH RAIL, 2.6 FEET SOUTH OF THE RIGHT-OF-WAY
 PU0614'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 PU0614'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0204 ***********************************************************************
 OT0204  DESIGNATION -  J 133
 OT0204  PID         -  OT0204
 OT0204  STATE/COUNTY-  SD/SHANNON
 OT0204  COUNTRY     -  US
 OT0204  USGS QUAD   -  WOUNDED KNEE (2017)
 OT0204
 OT0204                         *CURRENT SURVEY CONTROL
 OT0204  ______________________________________________________________________
 OT0204* NAD 83(1986) POSITION- 43 07 46.     (N) 102 15 31.     (W)   SCALED
 OT0204* NAVD 88 ORTHO HEIGHT -  1051.703 (meters)     3450.46  (feet) ADJUSTED
 OT0204  ______________________________________________________________________
 OT0204  GEOID HEIGHT    -        -18.622 (meters)                     GEOID18
 OT0204  DYNAMIC HEIGHT  -       1051.237 (meters)     3448.93  (feet) COMP
 OT0204  MODELED GRAVITY -    980,140.4   (mgal)                       NAVD 88
 OT0204
 OT0204  VERT ORDER      -  SECOND    CLASS 0
 OT0204
 OT0204.The horizontal coordinates were scaled from a map and have
 OT0204.an estimated accuracy of +/- 6 seconds.
 OT0204
 OT0204.The orthometric height was determined by differential leveling and
 OT0204.adjusted by the NATIONAL GEODETIC SURVEY
 OT0204.in June 1991.
 OT0204
 OT0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0204.GEOID18 height accuracy estimate available here.
 OT0204
 OT0204.Click photographs - Photos may exist for this station.
 OT0204
 OT0204.The dynamic height is computed by dividing the NAVD 88
 OT0204.geopotential number by the normal gravity value computed on the
 OT0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0204.degrees latitude (g = 980.6199 gals.).
 OT0204
 OT0204.The modeled gravity was interpolated from observed gravity values.
 OT0204
 OT0204;                    North         East    Units  Estimated Accuracy
 OT0204;SPC SD S     -    90,260.      443,360.      MT  (+/- 180 meters Scaled)
 OT0204
 OT0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH229788(NAD 83)
 OT0204
 OT0204                          SUPERSEDED SURVEY CONTROL
 OT0204
 OT0204  NGVD 29 (??/??/92) 1051.203  (m)         3448.82   (f) ADJ UNCH    2 0
 OT0204
 OT0204.Superseded values are not recommended for survey control.
 OT0204
 OT0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0204.See file dsdata.pdf to determine how the superseded data were derived.
 OT0204
 OT0204_MARKER: DB = BENCH MARK DISK
 OT0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0204_STAMPING: J 133 1934
 OT0204_MARK LOGO: CGS
 OT0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0204+STABILITY: SURFACE MOTION
 OT0204
 OT0204  HISTORY     - Date     Condition        Report By
 OT0204  HISTORY     - 1934     MONUMENTED       CGS
 OT0204
 OT0204                          STATION DESCRIPTION
 OT0204
 OT0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0204'6 MI E FROM BRENNAN.
 OT0204'6 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0204'BRENNAN, SHANNON COUNTY, 2 MILES WEST OF THE JUNCTION OF
 OT0204'STATE HIGHWAY 75, AT THE INTERSECTION OF A SECTION-LINE ROAD, 34
 OT0204'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 18, 16 FEET EAST
 OT0204'OF THE CENTERLINE OF THE ROAD, AND 6.5 FEET SOUTH OF A FENCE
 OT0204'CORNER.  A STANDARD DISK, STAMPED J 133 1934 AND SET IN THE TOP
 OT0204'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OT0204'NOTE--BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED KNEE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0415 ***********************************************************************
 OT0415  DESIGNATION -  J 134
 OT0415  PID         -  OT0415
 OT0415  STATE/COUNTY-  SD/FALL RIVER
 OT0415  COUNTRY     -  US
 OT0415  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0415
 OT0415                         *CURRENT SURVEY CONTROL
 OT0415  ______________________________________________________________________
 OT0415* NAD 83(1986) POSITION- 43 03 54.     (N) 103 16 26.     (W)   SCALED
 OT0415* NAVD 88 ORTHO HEIGHT -  1061.379 (meters)     3482.21  (feet) ADJUSTED
 OT0415  ______________________________________________________________________
 OT0415  GEOID HEIGHT    -        -16.961 (meters)                     GEOID18
 OT0415  DYNAMIC HEIGHT  -       1060.893 (meters)     3480.61  (feet) COMP
 OT0415  MODELED GRAVITY -    980,126.3   (mgal)                       NAVD 88
 OT0415
 OT0415  VERT ORDER      -  SECOND    CLASS 0
 OT0415
 OT0415.The horizontal coordinates were scaled from a map and have
 OT0415.an estimated accuracy of +/- 6 seconds.
 OT0415
 OT0415.The orthometric height was determined by differential leveling and
 OT0415.adjusted by the NATIONAL GEODETIC SURVEY
 OT0415.in June 1991.
 OT0415
 OT0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0415.GEOID18 height accuracy estimate available here.
 OT0415
 OT0415.Click photographs - Photos may exist for this station.
 OT0415
 OT0415.The dynamic height is computed by dividing the NAVD 88
 OT0415.geopotential number by the normal gravity value computed on the
 OT0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0415.degrees latitude (g = 980.6199 gals.).
 OT0415
 OT0415.The modeled gravity was interpolated from observed gravity values.
 OT0415
 OT0415;                    North         East    Units  Estimated Accuracy
 OT0415;SPC SD S     -    85,520.      360,540.      MT  (+/- 180 meters Scaled)
 OT0415
 OT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH405694(NAD 83)
 OT0415
 OT0415                          SUPERSEDED SURVEY CONTROL
 OT0415
 OT0415  NGVD 29 (??/??/92) 1060.829  (m)         3480.40   (f) ADJ UNCH    2 0
 OT0415
 OT0415.Superseded values are not recommended for survey control.
 OT0415
 OT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0415.See file dsdata.pdf to determine how the superseded data were derived.
 OT0415
 OT0415_MARKER: DB = BENCH MARK DISK
 OT0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0415_STAMPING: J 134 1934
 OT0415_MARK LOGO: CGS
 OT0415_PROJECTION: PROJECTING 13 CENTIMETERS
 OT0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0415+STABILITY: SURFACE MOTION
 OT0415
 OT0415  HISTORY     - Date     Condition        Report By
 OT0415  HISTORY     - 1934     MONUMENTED       CGS
 OT0415
 OT0415                          STATION DESCRIPTION
 OT0415
 OT0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0415'6 MI N FROM WAYSIDE.
 OT0415'IN FALL RIVER COUNTY, SOUTH DAKOTA, 6 MILES NORTH ALONG THE
 OT0415'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT WAYSIDE,
 OT0415'DAWES COUNTY, NEBRASKA, ACROSS THE TRACK FROM MILEPOST H 18,
 OT0415'0.5 MILE NORTH OF A GRADED COUNTRY-ROAD CROSSING, AT THE CROSSING
 OT0415'OF A FIELD ROAD, 122 FEET SOUTH OF THE CENTERLINE OF THE FIELD
 OT0415'ROAD, 29.8 FEET WEST OF THE WEST RAIL, IN LINE WITH A ROW OF
 OT0415'POLES, AND 4.5 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 OT0415'J 134 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0415'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0224 ***********************************************************************
 OT0224  DESIGNATION -  J 135
 OT0224  PID         -  OT0224
 OT0224  STATE/COUNTY-  SD/SHANNON
 OT0224  COUNTRY     -  US
 OT0224  USGS QUAD   -  WILLOW CREEK (2017)
 OT0224
 OT0224                         *CURRENT SURVEY CONTROL
 OT0224  ______________________________________________________________________
 OT0224* NAD 83(1986) POSITION- 43 15 17.     (N) 102 49 39.     (W)   SCALED
 OT0224* NAVD 88 ORTHO HEIGHT -   878.781 (meters)     2883.13  (feet) ADJUSTED
 OT0224  ______________________________________________________________________
 OT0224  GEOID HEIGHT    -        -17.746 (meters)                     GEOID18
 OT0224  DYNAMIC HEIGHT  -        878.427 (meters)     2881.97  (feet) COMP
 OT0224  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 OT0224
 OT0224  VERT ORDER      -  SECOND    CLASS 0
 OT0224
 OT0224.The horizontal coordinates were scaled from a map and have
 OT0224.an estimated accuracy of +/- 6 seconds.
 OT0224
 OT0224.The orthometric height was determined by differential leveling and
 OT0224.adjusted by the NATIONAL GEODETIC SURVEY
 OT0224.in June 1991.
 OT0224
 OT0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0224.GEOID18 height accuracy estimate available here.
 OT0224
 OT0224.Click photographs - Photos may exist for this station.
 OT0224
 OT0224.The dynamic height is computed by dividing the NAVD 88
 OT0224.geopotential number by the normal gravity value computed on the
 OT0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0224.degrees latitude (g = 980.6199 gals.).
 OT0224
 OT0224.The modeled gravity was interpolated from observed gravity values.
 OT0224
 OT0224;                    North         East    Units  Estimated Accuracy
 OT0224;SPC SD S     -   105,400.      397,510.      MT  (+/- 180 meters Scaled)
 OT0224
 OT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH763913(NAD 83)
 OT0224
 OT0224                          SUPERSEDED SURVEY CONTROL
 OT0224
 OT0224  NGVD 29 (??/??/92)  878.302  (m)         2881.56   (f) ADJ UNCH    2 0
 OT0224
 OT0224.Superseded values are not recommended for survey control.
 OT0224
 OT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0224.See file dsdata.pdf to determine how the superseded data were derived.
 OT0224
 OT0224_MARKER: DB = BENCH MARK DISK
 OT0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0224_SP_SET: ABUTMENT
 OT0224_STAMPING: J 135 1934
 OT0224_MARK LOGO: CGS
 OT0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0224
 OT0224  HISTORY     - Date     Condition        Report By
 OT0224  HISTORY     - 1934     MONUMENTED       CGS
 OT0224
 OT0224                          STATION DESCRIPTION
 OT0224
 OT0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0224'7.7 MI NW FROM OGLALA.
 OT0224'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE STORE AND
 OT0224'POST OFFICE AT OGLALA, SHANNON COUNTY, AT THE BRIDGE OVER WHITE
 OT0224'RIVER, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT,
 OT0224'12 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 9 FEET NORTHEAST
 OT0224'OF THE SOUTHWEST END OF THE SOUTHWEST WINGWALL, AND 2 FEET
 OT0224'SOUTHWEST OF THE SOUTHWEST POST IN THE GUARD RAIL FENCE.  A
 OT0224'STANDARD DISK, STAMPED J 135 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0332 ***********************************************************************
 OS0332  DESIGNATION -  J 136
 OS0332  PID         -  OS0332
 OS0332  STATE/COUNTY-  SD/TODD
 OS0332  COUNTRY     -  US
 OS0332  USGS QUAD   -  EAGLE MANS BUTTE (2017)
 OS0332
 OS0332                         *CURRENT SURVEY CONTROL
 OS0332  ______________________________________________________________________
 OS0332* NAD 83(1986) POSITION- 43 16 26.     (N) 101 10 06.     (W)   SCALED
 OS0332* NAVD 88 ORTHO HEIGHT -   898.256 (meters)     2947.03  (feet) ADJUSTED
 OS0332  ______________________________________________________________________
 OS0332  GEOID HEIGHT    -        -21.464 (meters)                     GEOID18
 OS0332  DYNAMIC HEIGHT  -        897.893 (meters)     2945.84  (feet) COMP
 OS0332  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 OS0332
 OS0332  VERT ORDER      -  SECOND    CLASS 0
 OS0332
 OS0332.The horizontal coordinates were scaled from a map and have
 OS0332.an estimated accuracy of +/- 6 seconds.
 OS0332
 OS0332.The orthometric height was determined by differential leveling and
 OS0332.adjusted by the NATIONAL GEODETIC SURVEY
 OS0332.in June 1991.
 OS0332
 OS0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0332.GEOID18 height accuracy estimate available here.
 OS0332
 OS0332.Click photographs - Photos may exist for this station.
 OS0332
 OS0332.The dynamic height is computed by dividing the NAVD 88
 OS0332.geopotential number by the normal gravity value computed on the
 OS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0332.degrees latitude (g = 980.6199 gals.).
 OS0332
 OS0332.The modeled gravity was interpolated from observed gravity values.
 OS0332
 OS0332;                    North         East    Units  Estimated Accuracy
 OS0332;SPC SD S     -   104,830.      532,220.      MT  (+/- 180 meters Scaled)
 OS0332
 OS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN240935(NAD 83)
 OS0332
 OS0332                          SUPERSEDED SURVEY CONTROL
 OS0332
 OS0332  NGVD 29 (??/??/92)  897.824  (m)         2945.61   (f) ADJ UNCH    2 0
 OS0332
 OS0332.Superseded values are not recommended for survey control.
 OS0332
 OS0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0332.See file dsdata.pdf to determine how the superseded data were derived.
 OS0332
 OS0332_MARKER: DB = BENCH MARK DISK
 OS0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0332_STAMPING: J 136 1934
 OS0332_MARK LOGO: CGS
 OS0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0332+STABILITY: SURFACE MOTION
 OS0332
 OS0332  HISTORY     - Date     Condition        Report By
 OS0332  HISTORY     - 1934     MONUMENTED       CGS
 OS0332
 OS0332                          STATION DESCRIPTION
 OS0332
 OS0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0332'13.3 MI E FROM VETAL.
 OS0332'IS LOCATED 13.3 MILES EAST OF THE POST OFFICE AT VETAL, 8.1 MILES
 OS0332'WEST OF PARMELEE POST OFFICE, 101 YARDS NORTHWEST OF NORTHWEST
 OS0332'CORNER OF CATHOLIC CHURCH, 51 FEET SOUTH OF CENTERLINE OF
 OS0332'HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES
 OS0332'HIGH.  STAMPED J 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0237 ***********************************************************************
 OS0237  DESIGNATION -  J 137
 OS0237  PID         -  OS0237
 OS0237  STATE/COUNTY-  SD/MELLETTE
 OS0237  COUNTRY     -  US
 OS0237  USGS QUAD   -  WHITE RIVER SE (2017)
 OS0237
 OS0237                         *CURRENT SURVEY CONTROL
 OS0237  ______________________________________________________________________
 OS0237* NAD 83(1986) POSITION- 43 30 13.     (N) 100 35 16.     (W)   SCALED
 OS0237* NAVD 88 ORTHO HEIGHT -   755.282 (meters)     2477.95  (feet) ADJUSTED
 OS0237  ______________________________________________________________________
 OS0237  GEOID HEIGHT    -        -24.144 (meters)                     GEOID18
 OS0237  DYNAMIC HEIGHT  -        754.995 (meters)     2477.01  (feet) COMP
 OS0237  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 OS0237
 OS0237  VERT ORDER      -  SECOND    CLASS 0
 OS0237
 OS0237.The horizontal coordinates were scaled from a map and have
 OS0237.an estimated accuracy of +/- 6 seconds.
 OS0237
 OS0237.The orthometric height was determined by differential leveling and
 OS0237.adjusted by the NATIONAL GEODETIC SURVEY
 OS0237.in June 1991.
 OS0237
 OS0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0237.GEOID18 height accuracy estimate available here.
 OS0237
 OS0237.Click photographs - Photos may exist for this station.
 OS0237
 OS0237.The dynamic height is computed by dividing the NAVD 88
 OS0237.geopotential number by the normal gravity value computed on the
 OS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0237.degrees latitude (g = 980.6199 gals.).
 OS0237
 OS0237.The modeled gravity was interpolated from observed gravity values.
 OS0237
 OS0237;                    North         East    Units  Estimated Accuracy
 OS0237;SPC SD S     -   130,040.      579,430.      MT  (+/- 180 meters Scaled)
 OS0237
 OS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP716179(NAD 83)
 OS0237
 OS0237                          SUPERSEDED SURVEY CONTROL
 OS0237
 OS0237  NGVD 29 (??/??/92)  754.842  (m)         2476.51   (f) ADJ UNCH    2 0
 OS0237
 OS0237.Superseded values are not recommended for survey control.
 OS0237
 OS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0237.See file dsdata.pdf to determine how the superseded data were derived.
 OS0237
 OS0237_MARKER: DB = BENCH MARK DISK
 OS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0237_STAMPING: J 137 1934
 OS0237_MARK LOGO: CGS
 OS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0237+STABILITY: SURFACE MOTION
 OS0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0237+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1986
 OS0237
 OS0237  HISTORY     - Date     Condition        Report By
 OS0237  HISTORY     - 1934     MONUMENTED       CGS
 OS0237  HISTORY     - 19861031 GOOD             NGS
 OS0237
 OS0237                          STATION DESCRIPTION
 OS0237
 OS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0237'5.9 MI W FROM WOOD.
 OS0237'5.9 MILES WEST ALONG STATE HIGHWAY 40 FROM THE CHICAGO AND
 OS0237'NORTH WESTERN RAILWAY STATION AT WOOD, MELLETTE COUNTY, AT THE
 OS0237'FLEXION OF AN S-CURVE, 113.8 FEET EAST OF THE CENTER OF THE
 OS0237'NORTH END OF AN 18-INCH CORRUGATED IRON PIPE CULVERT, AND
 OS0237'57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OS0237'DISK, STAMPED J 137 1934 AND SET IN THE TOP OF A CONCRETE POST
 OS0237'PROJECTING 6 INCHES ABOVE GROUND.
 OS0237
 OS0237                          STATION RECOVERY (1986)
 OS0237
 OS0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OS0237'3.9 KM (2.40 MI) SOUTH ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 44
 OS0237'FROM THEIR JUNCTION IN WHITE RIVER, THEN LEFT,EAST 13.84 KM (8.60 MI)
 OS0237'ALONG STATE HIGHWAY 44, AT AN S-CURVE, 34.69 M (113.8 FT) EAST FROM
 OS0237'THE NORTH END OF AN 18-INCH CORRUGATED IRON CULVERT,17.37 M (57.0 FT)
 OS0237'NORTH FROM THE CENTER OF THE HIGHWAY, 1.52 M (5.0 FT) NORTH FROM THE
 OS0237'RIGHT OF WAY FENCE, 0.3 M (1.0 FT) NORTHEAST FROM A WITNESS,
 OS0237'0.3 M (1.0 FT) NORTHWEST FROM A WITNESS, IN THE TOP OF A CONCRETE
 OS0237'POST THAT PROJECTS 0.15 M (0.5 FT).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0160 ***********************************************************************
 PT0160  DESIGNATION -  J 14
 PT0160  PID         -  PT0160
 PT0160  STATE/COUNTY-  SD/HUGHES
 PT0160  COUNTRY     -  US
 PT0160  USGS QUAD   -  CANNING (2017)
 PT0160
 PT0160                         *CURRENT SURVEY CONTROL
 PT0160  ______________________________________________________________________
 PT0160* NAD 83(1986) POSITION- 44 23 48.     (N) 100 01 52.     (W)   SCALED
 PT0160* NAVD 88 ORTHO HEIGHT -   472.572 (meters)     1550.43  (feet) ADJUSTED
 PT0160  ______________________________________________________________________
 PT0160  GEOID HEIGHT    -        -23.735 (meters)                     GEOID18
 PT0160  DYNAMIC HEIGHT  -        472.473 (meters)     1550.11  (feet) COMP
 PT0160  MODELED GRAVITY -    980,396.2   (mgal)                       NAVD 88
 PT0160
 PT0160  VERT ORDER      -  FIRST     CLASS II
 PT0160
 PT0160.The horizontal coordinates were scaled from a map and have
 PT0160.an estimated accuracy of +/- 6 seconds.
 PT0160
 PT0160.The orthometric height was determined by differential leveling and
 PT0160.adjusted by the NATIONAL GEODETIC SURVEY
 PT0160.in June 1991.
 PT0160
 PT0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0160.GEOID18 height accuracy estimate available here.
 PT0160
 PT0160.Click photographs - Photos may exist for this station.
 PT0160
 PT0160.The dynamic height is computed by dividing the NAVD 88
 PT0160.geopotential number by the normal gravity value computed on the
 PT0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0160.degrees latitude (g = 980.6199 gals.).
 PT0160
 PT0160.The modeled gravity was interpolated from observed gravity values.
 PT0160
 PT0160;                    North         East    Units  Estimated Accuracy
 PT0160;SPC SD S     -   229,270.      624,080.      MT  (+/- 180 meters Scaled)
 PT0160
 PT0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ178164(NAD 83)
 PT0160
 PT0160                          SUPERSEDED SURVEY CONTROL
 PT0160
 PT0160  NGVD 29 (??/??/92)  472.215  (m)         1549.26   (f) ADJ UNCH    1 2
 PT0160
 PT0160.Superseded values are not recommended for survey control.
 PT0160
 PT0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0160.See file dsdata.pdf to determine how the superseded data were derived.
 PT0160
 PT0160_MARKER: DB = BENCH MARK DISK
 PT0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0160_STAMPING: 1549.259 K 14 1926
 PT0160_MARK LOGO: CGS
 PT0160_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0160+STABILITY: SURFACE MOTION
 PT0160
 PT0160  HISTORY     - Date     Condition        Report By
 PT0160  HISTORY     - 1926     MONUMENTED       CGS
 PT0160  HISTORY     - 1934     GOOD             CGS
 PT0160
 PT0160                          STATION DESCRIPTION
 PT0160
 PT0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0160'AT CANNING.
 PT0160'140 YARDS EAST OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION,
 PT0160'ABOUT 40 YARDS EAST OF A GRAIN ELEVATOR, 37 FEET SOUTH OF
 PT0160'THE MAIN TRACK, IN LINE WITH A ROW OF POLES, AND 6 FEET
 PT0160'EAST OF THE FIRST POLE EAST OF THE GRAIN ELEVATOR.  A STANDARD
 PT0160'DISK, STAMPED 1549.259 J 14 1926 AND SET IN THE TOP OF A
 PT0160'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0036 ***********************************************************************
 OS0036  DESIGNATION -  J 140
 OS0036  PID         -  OS0036
 OS0036  STATE/COUNTY-  SD/LYMAN
 OS0036  COUNTRY     -  US
 OS0036  USGS QUAD   -  PRESHO SE (2017)
 OS0036
 OS0036                         *CURRENT SURVEY CONTROL
 OS0036  ______________________________________________________________________
 OS0036* NAD 83(1986) POSITION- 43 49 58.     (N) 100 02 27.     (W)   SCALED
 OS0036* NAVD 88 ORTHO HEIGHT -   581.595 (meters)     1908.12  (feet) ADJUSTED
 OS0036  ______________________________________________________________________
 OS0036  GEOID HEIGHT    -        -25.378 (meters)                     GEOID18
 OS0036  DYNAMIC HEIGHT  -        581.412 (meters)     1907.52  (feet) COMP
 OS0036  MODELED GRAVITY -    980,288.0   (mgal)                       NAVD 88
 OS0036
 OS0036  VERT ORDER      -  SECOND    CLASS 0
 OS0036
 OS0036.The horizontal coordinates were scaled from a map and have
 OS0036.an estimated accuracy of +/- 6 seconds.
 OS0036
 OS0036.The orthometric height was determined by differential leveling and
 OS0036.adjusted by the NATIONAL GEODETIC SURVEY
 OS0036.in June 1991.
 OS0036
 OS0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0036.GEOID18 height accuracy estimate available here.
 OS0036
 OS0036.Click photographs - Photos may exist for this station.
 OS0036
 OS0036.The dynamic height is computed by dividing the NAVD 88
 OS0036.geopotential number by the normal gravity value computed on the
 OS0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0036.degrees latitude (g = 980.6199 gals.).
 OS0036
 OS0036.The modeled gravity was interpolated from observed gravity values.
 OS0036
 OS0036;                    North         East    Units  Estimated Accuracy
 OS0036;SPC SD S     -   166,620.      623,520.      MT  (+/- 180 meters Scaled)
 OS0036
 OS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP163538(NAD 83)
 OS0036
 OS0036                          SUPERSEDED SURVEY CONTROL
 OS0036
 OS0036  NGVD 29 (??/??/92)  581.198  (m)         1906.81   (f) ADJ UNCH    2 0
 OS0036
 OS0036.Superseded values are not recommended for survey control.
 OS0036
 OS0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0036.See file dsdata.pdf to determine how the superseded data were derived.
 OS0036
 OS0036_MARKER: DB = BENCH MARK DISK
 OS0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0036_STAMPING: J 140 1934
 OS0036_MARK LOGO: CGS
 OS0036_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0036+STABILITY: SURFACE MOTION
 OS0036
 OS0036  HISTORY     - Date     Condition        Report By
 OS0036  HISTORY     - 1934     MONUMENTED       CGS
 OS0036  HISTORY     - 1948     GOOD             USGS
 OS0036
 OS0036                          STATION DESCRIPTION
 OS0036
 OS0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0036'6.1 MI S FROM PRESHO.
 OS0036'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO,
 OS0036'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT PRESHO,
 OS0036'LYMAN COUNTY, THENCE ABOUT 5.0 MILES SOUTH ALONG U.S. HIGHWAY
 OS0036'183, AT A SECTION-LINE ROAD CROSSING, 84 FEET EAST OF THE
 OS0036'CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE
 OS0036'OF THE ROAD, 50 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH
 OS0036'OF THE FENCE, AND 0.5 FOOT SOUTH OF A WHITE REFERENCE POST
 OS0036'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED J 140 1934 AND SET
 OS0036'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 OS0036'GROUND.
 OS0036
 OS0036                          STATION RECOVERY (1948)
 OS0036
 OS0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OS0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1474 ***********************************************************************
 NM1474  DESIGNATION -  J 143
 NM1474  PID         -  NM1474
 NM1474  STATE/COUNTY-  SD/BON HOMME
 NM1474  COUNTRY     -  US
 NM1474  USGS QUAD   -  KINGSBURG (2017)
 NM1474
 NM1474                         *CURRENT SURVEY CONTROL
 NM1474  ______________________________________________________________________
 NM1474* NAD 83(1986) POSITION- 42 58 53.     (N) 097 57 18.     (W)   SCALED
 NM1474* NAVD 88 ORTHO HEIGHT -   438.633 (meters)     1439.08  (feet) ADJUSTED
 NM1474  ______________________________________________________________________
 NM1474  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 NM1474  DYNAMIC HEIGHT  -        438.491 (meters)     1438.62  (feet) COMP
 NM1474  MODELED GRAVITY -    980,283.9   (mgal)                       NAVD 88
 NM1474
 NM1474  VERT ORDER      -  SECOND    CLASS 0
 NM1474
 NM1474.The horizontal coordinates were scaled from a map and have
 NM1474.an estimated accuracy of +/- 6 seconds.
 NM1474
 NM1474.The orthometric height was determined by differential leveling and
 NM1474.adjusted by the NATIONAL GEODETIC SURVEY
 NM1474.in June 1991.
 NM1474
 NM1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1474.GEOID18 height accuracy estimate available here.
 NM1474
 NM1474.Click photographs - Photos may exist for this station.
 NM1474
 NM1474.The dynamic height is computed by dividing the NAVD 88
 NM1474.geopotential number by the normal gravity value computed on the
 NM1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1474.degrees latitude (g = 980.6199 gals.).
 NM1474
 NM1474.The modeled gravity was interpolated from observed gravity values.
 NM1474
 NM1474;                    North         East    Units  Estimated Accuracy
 NM1474;SPC SD S     -    74,770.      793,960.      MT  (+/- 180 meters Scaled)
 NM1474
 NM1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN852592(NAD 83)
 NM1474
 NM1474                          SUPERSEDED SURVEY CONTROL
 NM1474
 NM1474  NGVD 29 (??/??/92)  438.369  (m)         1438.22   (f) ADJ UNCH    2 0
 NM1474
 NM1474.Superseded values are not recommended for survey control.
 NM1474
 NM1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1474.See file dsdata.pdf to determine how the superseded data were derived.
 NM1474
 NM1474_MARKER: DB = BENCH MARK DISK
 NM1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1474_STAMPING: J 143 1934
 NM1474_MARK LOGO: CGS
 NM1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1474+STABILITY: SURFACE MOTION
 NM1474
 NM1474  HISTORY     - Date     Condition        Report By
 NM1474  HISTORY     - 1934     MONUMENTED       CGS
 NM1474  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1474
 NM1474                          STATION DESCRIPTION
 NM1474
 NM1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1474'5.1 MI W FROM TYNDALL.
 NM1474'3.1 MILES WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM1474'PACIFIC DEPOT AT TYNDALL, 6 TELEGRAPH POLES WEST OF RAILROAD
 NM1474'CROSSING, 36 FEET SOUTH OF SOUTH RAIL OF TRACK, 11.3 FEET
 NM1474'NORTH OF FENCE, 8.4 FEET WEST OF TELEGRAPH POLE.  STANDARD
 NM1474'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH, STAMPED J 143
 NM1474'1934.
 NM1474
 NM1474                          STATION RECOVERY (1974)
 NM1474
 NM1474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1474'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0053 ***********************************************************************
 OR0053  DESIGNATION -  J 144
 OR0053  PID         -  OR0053
 OR0053  STATE/COUNTY-  SD/AURORA
 OR0053  COUNTRY     -  US
 OR0053  USGS QUAD   -  STICKNEY (2017)
 OR0053
 OR0053                         *CURRENT SURVEY CONTROL
 OR0053  ______________________________________________________________________
 OR0053* NAD 83(1986) POSITION- 43 34 14.     (N) 098 26 24.     (W)   SCALED
 OR0053* NAVD 88 ORTHO HEIGHT -   500.346 (meters)     1641.55  (feet) ADJUSTED
 OR0053  ______________________________________________________________________
 OR0053  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 OR0053  DYNAMIC HEIGHT  -        500.202 (meters)     1641.08  (feet) COMP
 OR0053  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 OR0053
 OR0053  VERT ORDER      -  SECOND    CLASS 0
 OR0053
 OR0053.The horizontal coordinates were scaled from a map and have
 OR0053.an estimated accuracy of +/- 6 seconds.
 OR0053
 OR0053.The orthometric height was determined by differential leveling and
 OR0053.adjusted by the NATIONAL GEODETIC SURVEY
 OR0053.in June 1991.
 OR0053
 OR0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0053.GEOID18 height accuracy estimate available here.
 OR0053
 OR0053.Click photographs - Photos may exist for this station.
 OR0053
 OR0053.The dynamic height is computed by dividing the NAVD 88
 OR0053.geopotential number by the normal gravity value computed on the
 OR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0053.degrees latitude (g = 980.6199 gals.).
 OR0053
 OR0053.The modeled gravity was interpolated from observed gravity values.
 OR0053
 OR0053;                    North         East    Units  Estimated Accuracy
 OR0053;SPC SD S     -   139,190.      752,920.      MT  (+/- 180 meters Scaled)
 OR0053
 OR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP452243(NAD 83)
 OR0053
 OR0053                          SUPERSEDED SURVEY CONTROL
 OR0053
 OR0053  NGVD 29 (??/??/92)  500.006  (m)         1640.44   (f) ADJ UNCH    2 0
 OR0053
 OR0053.Superseded values are not recommended for survey control.
 OR0053
 OR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0053.See file dsdata.pdf to determine how the superseded data were derived.
 OR0053
 OR0053_MARKER: DB = BENCH MARK DISK
 OR0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0053_STAMPING: J 144 1934
 OR0053_MARK LOGO: CGS
 OR0053_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0053+STABILITY: SURFACE MOTION
 OR0053
 OR0053  HISTORY     - Date     Condition        Report By
 OR0053  HISTORY     - 1934     MONUMENTED       CGS
 OR0053  HISTORY     - 1974     GOOD             NGS
 OR0053  HISTORY     - 19950101 POOR             SDDENR
 OR0053  HISTORY     - 20001208 POOR             SDDENR
 OR0053
 OR0053                          STATION DESCRIPTION
 OR0053
 OR0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OR0053'1.2 MI S FROM STICKNEY.
 OR0053'1.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE OLD RAILROAD
 OR0053'DEPOT IN STICKNEY, AT A SECTION LINE CROSSROAD, 150 FEET EAST
 OR0053'OF THE CENTER OF U.S. HIGHWAY 281, 53 FEET SOUTH OF THE CENTER
 OR0053'OF THE CROSSROAD, 18 FEET SOUTH OF A FENCE CORNER AND POWER POLE,
 OR0053'1.5 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS
 OR0053'POST, AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 OR0053'6-INCHES.  NOTE-- THE RAILROAD TRACK TO WHICH THE MARK WAS
 OR0053'REFERENCED HAS BEEN REMOVED.
 OR0053
 OR0053                          STATION RECOVERY (1995)
 OR0053
 OR0053'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 OR0053'FOUND IN BAD CONDITION.  CONCRETE POST HAS BROKEN OFF SLIGHTLY BELOW
 OR0053'GROUND LEVEL.
 OR0053
 OR0053                          STATION RECOVERY (2000)
 OR0053
 OR0053'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2000 (DT)
 OR0053'SURVEY MARKER DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0466 ***********************************************************************
 OQ0466  DESIGNATION -  J 145
 OQ0466  PID         -  OQ0466
 OQ0466  STATE/COUNTY-  SD/HUTCHINSON
 OQ0466  COUNTRY     -  US
 OQ0466  USGS QUAD   -  KAYLOR (2017)
 OQ0466
 OQ0466                         *CURRENT SURVEY CONTROL
 OQ0466  ______________________________________________________________________
 OQ0466* NAD 83(1986) POSITION- 43 11 15.     (N) 097 50 27.     (W)   SCALED
 OQ0466* NAVD 88 ORTHO HEIGHT -   425.848 (meters)     1397.14  (feet) ADJUSTED
 OQ0466  ______________________________________________________________________
 OQ0466  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 OQ0466  DYNAMIC HEIGHT  -        425.720 (meters)     1396.72  (feet) COMP
 OQ0466  MODELED GRAVITY -    980,307.0   (mgal)                       NAVD 88
 OQ0466
 OQ0466  VERT ORDER      -  SECOND    CLASS 0
 OQ0466
 OQ0466.The horizontal coordinates were scaled from a map and have
 OQ0466.an estimated accuracy of +/- 6 seconds.
 OQ0466
 OQ0466.The orthometric height was determined by differential leveling and
 OQ0466.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0466.in June 1991.
 OQ0466
 OQ0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0466.GEOID18 height accuracy estimate available here.
 OQ0466
 OQ0466.Click photographs - Photos may exist for this station.
 OQ0466
 OQ0466.The dynamic height is computed by dividing the NAVD 88
 OQ0466.geopotential number by the normal gravity value computed on the
 OQ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0466.degrees latitude (g = 980.6199 gals.).
 OQ0466
 OQ0466.The modeled gravity was interpolated from observed gravity values.
 OQ0466
 OQ0466;                    North         East    Units  Estimated Accuracy
 OQ0466;SPC SD S     -    97,930.      802,580.      MT  (+/- 180 meters Scaled)
 OQ0466
 OQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN941822(NAD 83)
 OQ0466
 OQ0466                          SUPERSEDED SURVEY CONTROL
 OQ0466
 OQ0466  NGVD 29 (??/??/92)  425.578  (m)         1396.25   (f) ADJ UNCH    2 0
 OQ0466
 OQ0466.Superseded values are not recommended for survey control.
 OQ0466
 OQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0466.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0466
 OQ0466_MARKER: DB = BENCH MARK DISK
 OQ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0466_STAMPING: J 145 1934
 OQ0466_MARK LOGO: CGS
 OQ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0466+STABILITY: SURFACE MOTION
 OQ0466
 OQ0466  HISTORY     - Date     Condition        Report By
 OQ0466  HISTORY     - 1934     MONUMENTED       CGS
 OQ0466  HISTORY     - 1974     GOOD             USGS
 OQ0466
 OQ0466                          STATION DESCRIPTION
 OQ0466
 OQ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0466'AT KAYLOR.
 OQ0466'AT KAYLOR, ABOUT 300 YARDS WEST OF MAIN STREET CROSSING, IN THE
 OQ0466'SE 1/4 OF SECTION 29, T 97 N, R 59 W, 123 FEET NW OF NW END OF
 OQ0466'A SIDETRACK SWITCH, 12 FEET NW OF A FENCE CORNER, 1 FOOT SOUTH
 OQ0466'OF A FENCE, 1 FOOT EAST OF A WITNESS SIGN, IN A CONCRETE POST,
 OQ0466'A STD DISK STAMPED J 145 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0449 ***********************************************************************
 OQ0449  DESIGNATION -  J 146
 OQ0449  PID         -  OQ0449
 OQ0449  STATE/COUNTY-  SD/HUTCHINSON
 OQ0449  COUNTRY     -  US
 OQ0449  USGS QUAD   -  TRIPP (2017)
 OQ0449
 OQ0449                         *CURRENT SURVEY CONTROL
 OQ0449  ______________________________________________________________________
 OQ0449* NAD 83(1986) POSITION- 43 13 38.     (N) 097 58 14.     (W)   SCALED
 OQ0449* NAVD 88 ORTHO HEIGHT -   476.038 (meters)     1561.80  (feet) ADJUSTED
 OQ0449  ______________________________________________________________________
 OQ0449  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 OQ0449  DYNAMIC HEIGHT  -        475.885 (meters)     1561.30  (feet) COMP
 OQ0449  MODELED GRAVITY -    980,285.5   (mgal)                       NAVD 88
 OQ0449
 OQ0449  VERT ORDER      -  SECOND    CLASS 0
 OQ0449
 OQ0449.The horizontal coordinates were scaled from a map and have
 OQ0449.an estimated accuracy of +/- 6 seconds.
 OQ0449
 OQ0449.The orthometric height was determined by differential leveling and
 OQ0449.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0449.in June 1991.
 OQ0449
 OQ0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0449.GEOID18 height accuracy estimate available here.
 OQ0449
 OQ0449.Click photographs - Photos may exist for this station.
 OQ0449
 OQ0449.The dynamic height is computed by dividing the NAVD 88
 OQ0449.geopotential number by the normal gravity value computed on the
 OQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0449.degrees latitude (g = 980.6199 gals.).
 OQ0449
 OQ0449.The modeled gravity was interpolated from observed gravity values.
 OQ0449
 OQ0449;                    North         East    Units  Estimated Accuracy
 OQ0449;SPC SD S     -   102,030.      791,910.      MT  (+/- 180 meters Scaled)
 OQ0449
 OQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN835865(NAD 83)
 OQ0449
 OQ0449                          SUPERSEDED SURVEY CONTROL
 OQ0449
 OQ0449  NGVD 29 (??/??/92)  475.724  (m)         1560.77   (f) ADJ UNCH    2 0
 OQ0449
 OQ0449.Superseded values are not recommended for survey control.
 OQ0449
 OQ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0449.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0449
 OQ0449_MARKER: DB = BENCH MARK DISK
 OQ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0449_STAMPING: J 146 1934
 OQ0449_MARK LOGO: CGS
 OQ0449_PROJECTION: PROJECTING 13 CENTIMETERS
 OQ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0449+STABILITY: SURFACE MOTION
 OQ0449
 OQ0449  HISTORY     - Date     Condition        Report By
 OQ0449  HISTORY     - 1934     MONUMENTED       CGS
 OQ0449
 OQ0449                          STATION DESCRIPTION
 OQ0449
 OQ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0449'AT TRIPP.
 OQ0449'AT TRIPP, HUTCHINSON COUNTY, ABOUT 0.5 MILE NORTHWEST OF THE
 OQ0449'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT
 OQ0449'A GRAVEL ROAD CROSSING THE TRACK TO MITCHELL, ABOUT 125 YARDS
 OQ0449'NORTH OF THE CENTER LINE OF THE ROAD, 60 FEET WEST OF THE
 OQ0449'RIGHT-OF-WAY FENCE, 49.2 FEET SOUTHEAST OF A SWITCH AT THE
 OQ0449'NORTH POINT OF A WYE, AND 35.3 FEET EAST OF THE EAST RAIL OF THE
 OQ0449'TRACK OF THE WYE.  A STANDARD DISK, STAMPED J 146 1934 AND SET
 OQ0449'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 OQ0449'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0373 ***********************************************************************
 OQ0373  DESIGNATION -  J 147
 OQ0373  PID         -  OQ0373
 OQ0373  STATE/COUNTY-  SD/MCCOOK
 OQ0373  COUNTRY     -  US
 OQ0373  USGS QUAD   -  SALEM NE (2017)
 OQ0373
 OQ0373                         *CURRENT SURVEY CONTROL
 OQ0373  ______________________________________________________________________
 OQ0373* NAD 83(1986) POSITION- 43 38 42.     (N) 097 19 40.     (W)   SCALED
 OQ0373* NAVD 88 ORTHO HEIGHT -   462.147 (meters)     1516.23  (feet) ADJUSTED
 OQ0373  ______________________________________________________________________
 OQ0373  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 OQ0373  DYNAMIC HEIGHT  -        462.029 (meters)     1515.84  (feet) COMP
 OQ0373  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 OQ0373
 OQ0373  VERT ORDER      -  SECOND    CLASS 0
 OQ0373
 OQ0373.The horizontal coordinates were scaled from a map and have
 OQ0373.an estimated accuracy of +/- 6 seconds.
 OQ0373
 OQ0373.The orthometric height was determined by differential leveling and
 OQ0373.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0373.in June 1991.
 OQ0373
 OQ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0373.GEOID18 height accuracy estimate available here.
 OQ0373
 OQ0373.Click photographs - Photos may exist for this station.
 OQ0373
 OQ0373.The dynamic height is computed by dividing the NAVD 88
 OQ0373.geopotential number by the normal gravity value computed on the
 OQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0373.degrees latitude (g = 980.6199 gals.).
 OQ0373
 OQ0373.The modeled gravity was interpolated from observed gravity values.
 OQ0373
 OQ0373;                    North         East    Units  Estimated Accuracy
 OQ0373;SPC SD S     -   150,100.      842,420.      MT  (+/- 180 meters Scaled)
 OQ0373
 OQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP348338(NAD 83)
 OQ0373
 OQ0373                          SUPERSEDED SURVEY CONTROL
 OQ0373
 OQ0373  NGVD 29 (??/??/92)  461.860  (m)         1515.29   (f) ADJ UNCH    2 0
 OQ0373
 OQ0373.Superseded values are not recommended for survey control.
 OQ0373
 OQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0373.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0373
 OQ0373_MARKER: DB = BENCH MARK DISK
 OQ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0373_STAMPING: J 147 1934
 OQ0373_MARK LOGO: CGS
 OQ0373_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0373+STABILITY: SURFACE MOTION
 OQ0373
 OQ0373  HISTORY     - Date     Condition        Report By
 OQ0373  HISTORY     - 1934     MONUMENTED       CGS
 OQ0373
 OQ0373                          STATION DESCRIPTION
 OQ0373
 OQ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0373'3.7 MI NW FROM CANISTOTA.
 OQ0373'3.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0373'FROM THE STATION AT CANISTOTA, MC COOK COUNTY, 140 YARDS
 OQ0373'NORTHWEST OF BRIDGE 2740, 75 YARDS NORTHWEST OF THE SECTION
 OQ0373'CORNER AT THE JUNCTION OF TWO SECTION-LINE ROADS, 75 YARDS
 OQ0373'NORTHWEST OF THE CROSSING OF THE EAST-AND-WEST SECTION-LINE
 OQ0373'ROAD, 46.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.5
 OQ0373'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OQ0373'STAMPED J 147 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0373'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0185 ***********************************************************************
 OQ0185  DESIGNATION -  J 148
 OQ0185  PID         -  OQ0185
 OQ0185  STATE/COUNTY-  SD/TURNER
 OQ0185  COUNTRY     -  US
 OQ0185  USGS QUAD   -  BERESFORD NW (2017)
 OQ0185
 OQ0185                         *CURRENT SURVEY CONTROL
 OQ0185  ______________________________________________________________________
 OQ0185* NAD 83(1986) POSITION- 43 07 59.     (N) 096 58 42.     (W)   SCALED
 OQ0185* NAVD 88 ORTHO HEIGHT -   377.047 (meters)     1237.03  (feet) ADJUSTED
 OQ0185  ______________________________________________________________________
 OQ0185  GEOID HEIGHT    -        -26.147 (meters)                     GEOID18
 OQ0185  DYNAMIC HEIGHT  -        376.938 (meters)     1236.67  (feet) COMP
 OQ0185  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 OQ0185
 OQ0185  VERT ORDER      -  SECOND    CLASS 0
 OQ0185
 OQ0185.The horizontal coordinates were scaled from a map and have
 OQ0185.an estimated accuracy of +/- 6 seconds.
 OQ0185
 OQ0185.The orthometric height was determined by differential leveling and
 OQ0185.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0185.in June 1991.
 OQ0185
 OQ0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0185.GEOID18 height accuracy estimate available here.
 OQ0185
 OQ0185.Click photographs - Photos may exist for this station.
 OQ0185
 OQ0185.The dynamic height is computed by dividing the NAVD 88
 OQ0185.geopotential number by the normal gravity value computed on the
 OQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0185.degrees latitude (g = 980.6199 gals.).
 OQ0185
 OQ0185.The modeled gravity was interpolated from observed gravity values.
 OQ0185
 OQ0185;                    North         East    Units  Estimated Accuracy
 OQ0185;SPC SD S     -    94,360.      872,890.      MT  (+/- 180 meters Scaled)
 OQ0185
 OQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN644775(NAD 83)
 OQ0185
 OQ0185                          SUPERSEDED SURVEY CONTROL
 OQ0185
 OQ0185  NGVD 29 (??/??/92)  376.826  (m)         1236.30   (f) ADJ UNCH    2 0
 OQ0185
 OQ0185.Superseded values are not recommended for survey control.
 OQ0185
 OQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0185.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0185
 OQ0185_MARKER: DB = BENCH MARK DISK
 OQ0185_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0185_STAMPING: J 148 1934
 OQ0185_MARK LOGO: CGS
 OQ0185_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0185
 OQ0185  HISTORY     - Date     Condition        Report By
 OQ0185  HISTORY     - 1934     MONUMENTED       CGS
 OQ0185
 OQ0185                          STATION DESCRIPTION
 OQ0185
 OQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0185'1.5 MI NW FROM CENTERVILLE.
 OQ0185'1.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0185'FROM THE STATION AT CENTERVILLE, TURNER COUNTY, 20 YARDS
 OQ0185'NORTHWEST ACROSS THE TRACK FROM MILEPOST 29, 46.4 FEET SOUTHWEST
 OQ0185'OF THE SOUTHWEST RAIL, AND 1.5 FEET NORTHEAST OF THE RIGHT
 OQ0185'OF WAY FENCE.  A STANDARD DISK, STAMPED J 148 1934 AND SET IN
 OQ0185'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0430 ***********************************************************************
 OQ0430  DESIGNATION -  J 149
 OQ0430  PID         -  OQ0430
 OQ0430  STATE/COUNTY-  SD/HUTCHINSON
 OQ0430  COUNTRY     -  US
 OQ0430  USGS QUAD   -  FREEMAN (2017)
 OQ0430
 OQ0430                         *CURRENT SURVEY CONTROL
 OQ0430  ______________________________________________________________________
 OQ0430* NAD 83(1986) POSITION- 43 21 19.     (N) 097 25 58.     (W)   SCALED
 OQ0430* NAVD 88 ORTHO HEIGHT -   459.528 (meters)     1507.63  (feet) ADJUSTED
 OQ0430  ______________________________________________________________________
 OQ0430  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 OQ0430  DYNAMIC HEIGHT  -        459.403 (meters)     1507.22  (feet) COMP
 OQ0430  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 OQ0430
 OQ0430  VERT ORDER      -  SECOND    CLASS 0
 OQ0430
 OQ0430.The horizontal coordinates were scaled from a map and have
 OQ0430.an estimated accuracy of +/- 6 seconds.
 OQ0430
 OQ0430.The orthometric height was determined by differential leveling and
 OQ0430.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0430.in June 1991.
 OQ0430
 OQ0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0430.GEOID18 height accuracy estimate available here.
 OQ0430
 OQ0430.Click photographs - Photos may exist for this station.
 OQ0430
 OQ0430.The dynamic height is computed by dividing the NAVD 88
 OQ0430.geopotential number by the normal gravity value computed on the
 OQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0430.degrees latitude (g = 980.6199 gals.).
 OQ0430
 OQ0430.The modeled gravity was interpolated from observed gravity values.
 OQ0430
 OQ0430;                    North         East    Units  Estimated Accuracy
 OQ0430;SPC SD S     -   117,630.      835,080.      MT  (+/- 180 meters Scaled)
 OQ0430
 OQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP270014(NAD 83)
 OQ0430
 OQ0430                          SUPERSEDED SURVEY CONTROL
 OQ0430
 OQ0430  NGVD 29 (??/??/92)  459.252  (m)         1506.73   (f) ADJ UNCH    2 0
 OQ0430
 OQ0430.Superseded values are not recommended for survey control.
 OQ0430
 OQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0430.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0430
 OQ0430_MARKER: DB = BENCH MARK DISK
 OQ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0430_STAMPING: J 149 1934
 OQ0430_MARK LOGO: CGS
 OQ0430_PROJECTION: PROJECTING 13 CENTIMETERS
 OQ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0430+STABILITY: SURFACE MOTION
 OQ0430
 OQ0430  HISTORY     - Date     Condition        Report By
 OQ0430  HISTORY     - 1934     MONUMENTED       CGS
 OQ0430  HISTORY     - 1969     MARK NOT FOUND   USGS
 OQ0430
 OQ0430                          STATION DESCRIPTION
 OQ0430
 OQ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0430'AT FREEMAN.
 OQ0430'AT FREEMAN, HUTCHINSON COUNTY, ABOUT 0.2 MILE NORTHEAST OF THE
 OQ0430'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 77
 OQ0430'FEET EAST OF THE CENTER OF A STREET CROSSING, 46.1 FEET SOUTHEAST
 OQ0430'OF THE SOUTHEAST RAIL, 58 FEET NORTHEAST OF A FENCE CORNER, AND
 OQ0430'1.4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OQ0430'STAMPED J 149 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0430'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OQ0430
 OQ0430                          STATION RECOVERY (1969)
 OQ0430
 OQ0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OQ0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0264 ***********************************************************************
 QR0264  DESIGNATION -  J 15
 QR0264  PID         -  QR0264
 QR0264  STATE/COUNTY-  SD/POTTER
 QR0264  COUNTRY     -  US
 QR0264  USGS QUAD   -  GETTYSBURG (2017)
 QR0264
 QR0264                         *CURRENT SURVEY CONTROL
 QR0264  ______________________________________________________________________
 QR0264* NAD 83(1986) POSITION- 45 00 01.     (N) 099 59 10.     (W)   SCALED
 QR0264* NAVD 88 ORTHO HEIGHT -   628.149 (meters)     2060.85  (feet) ADJUSTED
 QR0264  ______________________________________________________________________
 QR0264  GEOID HEIGHT    -        -22.570 (meters)                     GEOID18
 QR0264  DYNAMIC HEIGHT  -        628.052 (meters)     2060.53  (feet) COMP
 QR0264  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 QR0264
 QR0264  VERT ORDER      -  FIRST     CLASS II
 QR0264
 QR0264.The horizontal coordinates were scaled from a map and have
 QR0264.an estimated accuracy of +/- 6 seconds.
 QR0264
 QR0264.The orthometric height was determined by differential leveling and
 QR0264.adjusted by the NATIONAL GEODETIC SURVEY
 QR0264.in June 1991.
 QR0264
 QR0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0264.GEOID18 height accuracy estimate available here.
 QR0264
 QR0264.Click photographs - Photos may exist for this station.
 QR0264
 QR0264.The dynamic height is computed by dividing the NAVD 88
 QR0264.geopotential number by the normal gravity value computed on the
 QR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0264.degrees latitude (g = 980.6199 gals.).
 QR0264
 QR0264.The modeled gravity was interpolated from observed gravity values.
 QR0264
 QR0264;                    North         East    Units  Estimated Accuracy
 QR0264;SPC SD N     -   129,670.      601,100.      MT  (+/- 180 meters Scaled)
 QR0264
 QR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ222834(NAD 83)
 QR0264
 QR0264                          SUPERSEDED SURVEY CONTROL
 QR0264
 QR0264  NGVD 29 (??/??/92)  627.771  (m)         2059.61   (f) ADJ UNCH    1 2
 QR0264
 QR0264.Superseded values are not recommended for survey control.
 QR0264
 QR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0264.See file dsdata.pdf to determine how the superseded data were derived.
 QR0264
 QR0264_MARKER: DB = BENCH MARK DISK
 QR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0264_STAMPING: 2059.612 J 15 1926
 QR0264_MARK LOGO: CGS
 QR0264_PROJECTION: FLUSH
 QR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0264+STABILITY: SURFACE MOTION
 QR0264
 QR0264  HISTORY     - Date     Condition        Report By
 QR0264  HISTORY     - 1926     MONUMENTED       CGS
 QR0264  HISTORY     - 1973     GOOD             NGS
 QR0264  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0264
 QR0264                          STATION DESCRIPTION
 QR0264
 QR0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0264'1.5 MI SW FROM GETTYSBURG.
 QR0264'ABOUT 1.5 MILES SOUTHWEST ALONG THE CHICAGO, AND NORTH WESTERN
 QR0264'RAILWAY FROM THE CENTRAL PART OF GETTYSBURG, ABOUT 300 YARDS
 QR0264'SOUTHWEST OF A SWAMPY AREA, 210 YARDS NORTHEAST OF THE CROSSING
 QR0264'OF A GRAVELED ROAD, 70 FEET SOUTHEAST OF THE CENTER OF THE TRACKS,
 QR0264'63.5 FEET EAST OF A TELEGRAPH POLE, 28 FEET SOUTHWEST OF THE
 QR0264'CENTER OF AN ABANDONED PRIVATE CROSSING, 1.5 FEET EAST OF A METAL
 QR0264'WITNESS POST, AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 QR0264'WITH THE GROUND.  SEC 27, T 118N, R 76W.
 QR0264
 QR0264                          STATION RECOVERY (1974)
 QR0264
 QR0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1361 ***********************************************************************
 NM1361  DESIGNATION -  J 150
 NM1361  PID         -  NM1361
 NM1361  STATE/COUNTY-  SD/BON HOMME
 NM1361  COUNTRY     -  US
 NM1361  USGS QUAD   -  SPRINGFIELD (2017)
 NM1361
 NM1361                         *CURRENT SURVEY CONTROL
 NM1361  ______________________________________________________________________
 NM1361* NAD 83(1986) POSITION- 42 50 12.     (N) 097 57 01.     (W)   SCALED
 NM1361* NAVD 88 ORTHO HEIGHT -   428.840 (meters)     1406.95  (feet) ADJUSTED
 NM1361  ______________________________________________________________________
 NM1361  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 NM1361  DYNAMIC HEIGHT  -        428.699 (meters)     1406.49  (feet) COMP
 NM1361  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 NM1361
 NM1361  VERT ORDER      -  SECOND    CLASS 0
 NM1361
 NM1361.The horizontal coordinates were scaled from a map and have
 NM1361.an estimated accuracy of +/- 6 seconds.
 NM1361
 NM1361.The orthometric height was determined by differential leveling and
 NM1361.adjusted by the NATIONAL GEODETIC SURVEY
 NM1361.in June 1991.
 NM1361
 NM1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1361.GEOID18 height accuracy estimate available here.
 NM1361
 NM1361.Click photographs - Photos may exist for this station.
 NM1361
 NM1361.The dynamic height is computed by dividing the NAVD 88
 NM1361.geopotential number by the normal gravity value computed on the
 NM1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1361.degrees latitude (g = 980.6199 gals.).
 NM1361
 NM1361.The modeled gravity was interpolated from observed gravity values.
 NM1361
 NM1361;                    North         East    Units  Estimated Accuracy
 NM1361;SPC SD S     -    58,710.      794,800.      MT  (+/- 180 meters Scaled)
 NM1361
 NM1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN857432(NAD 83)
 NM1361
 NM1361                          SUPERSEDED SURVEY CONTROL
 NM1361
 NM1361  NGVD 29 (??/??/92)  428.620  (m)         1406.23   (f) ADJ UNCH    2 0
 NM1361
 NM1361.Superseded values are not recommended for survey control.
 NM1361
 NM1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1361.See file dsdata.pdf to determine how the superseded data were derived.
 NM1361
 NM1361_MARKER: DB = BENCH MARK DISK
 NM1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1361_STAMPING: J 150 1934
 NM1361_MARK LOGO: CGS
 NM1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1361+STABILITY: SURFACE MOTION
 NM1361
 NM1361  HISTORY     - Date     Condition        Report By
 NM1361  HISTORY     - 1934     MONUMENTED       CGS
 NM1361  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1361
 NM1361                          STATION DESCRIPTION
 NM1361
 NM1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1361'2 MI SW FROM SPRINGFIELD.
 NM1361'2 MILES SOUTHWEST OF THE RWY. STATION, 41 YARDS EAST OF CENTERLINE
 NM1361'OF A 3 FT X 3 FT CONCRETE CULVERT UNDER HIGHWAY, 38 FT. NORTH
 NM1361'OF CENTERLINE OF STATE HY. 37, 38 FT. EAST OF CENTERLINE OF
 NM1361'A SECTION LINE ROAD THAT TURNS NORTH OFF OF HIGHWAY, 20 FT.
 NM1361'EAST OF CORNER OF WIRE FENCE, STANDARD TABLET SET IN TOP OF A
 NM1361'CONCRETE POST 5 IN HIGH, STAMPED J 150 1934.
 NM1361
 NM1361                          STATION RECOVERY (1974)
 NM1361
 NM1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0949 ***********************************************************************
 NM0949  DESIGNATION -  J 151
 NM0949  PID         -  NM0949
 NM0949  STATE/COUNTY-  SD/YANKTON
 NM0949  COUNTRY     -  US
 NM0949  USGS QUAD   -  MISSION HILL (2017)
 NM0949
 NM0949                         *CURRENT SURVEY CONTROL
 NM0949  ______________________________________________________________________
 NM0949* NAD 83(1986) POSITION- 42 54 22.     (N) 097 16 43.     (W)   SCALED
 NM0949* NAVD 88 ORTHO HEIGHT -   356.844 (meters)     1170.75  (feet) ADJUSTED
 NM0949  ______________________________________________________________________
 NM0949  GEOID HEIGHT    -        -25.629 (meters)                     GEOID18
 NM0949  DYNAMIC HEIGHT  -        356.742 (meters)     1170.41  (feet) COMP
 NM0949  MODELED GRAVITY -    980,326.3   (mgal)                       NAVD 88
 NM0949
 NM0949  VERT ORDER      -  SECOND    CLASS 0
 NM0949
 NM0949.The horizontal coordinates were scaled from a map and have
 NM0949.an estimated accuracy of +/- 6 seconds.
 NM0949
 NM0949.The orthometric height was determined by differential leveling and
 NM0949.adjusted by the NATIONAL GEODETIC SURVEY
 NM0949.in June 1991.
 NM0949
 NM0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0949.GEOID18 height accuracy estimate available here.
 NM0949
 NM0949.Click photographs - Photos may exist for this station.
 NM0949
 NM0949.The dynamic height is computed by dividing the NAVD 88
 NM0949.geopotential number by the normal gravity value computed on the
 NM0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0949.degrees latitude (g = 980.6199 gals.).
 NM0949
 NM0949.The modeled gravity was interpolated from observed gravity values.
 NM0949
 NM0949;                    North         East    Units  Estimated Accuracy
 NM0949;SPC SD S     -    68,220.      849,400.      MT  (+/- 180 meters Scaled)
 NM0949
 NM0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN405518(NAD 83)
 NM0949
 NM0949                          SUPERSEDED SURVEY CONTROL
 NM0949
 NM0949  NGVD 29 (??/??/92)  356.648  (m)         1170.10   (f) ADJ UNCH    2 0
 NM0949
 NM0949.Superseded values are not recommended for survey control.
 NM0949
 NM0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0949.See file dsdata.pdf to determine how the superseded data were derived.
 NM0949
 NM0949_MARKER: DB = BENCH MARK DISK
 NM0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0949_STAMPING: J 151 1934
 NM0949_MARK LOGO: CGS
 NM0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0949+STABILITY: SURFACE MOTION
 NM0949
 NM0949  HISTORY     - Date     Condition        Report By
 NM0949  HISTORY     - 1934     MONUMENTED       CGS
 NM0949
 NM0949                          STATION DESCRIPTION
 NM0949
 NM0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0949'0.7 MI SE FROM MISSION HILL.
 NM0949'0.7 OF MILE SOUTH EAST OF STATION ALONG C.M. ST. P. AND P.R.R.
 NM0949'AT MISSION HILL, 0.15 OF MILE SOUTH OF STATE HWY. 50, 46.3
 NM0949'FEET NORTH OF NORTH RAIL, 46 FEET EAST OF FARM ROAD, 34.5 FEET
 NM0949'EAST OF FENCE CORNER, 1.5 FEET SOUTHWEST OF R/W FENCE.  STANDARD
 NM0949'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0278 ***********************************************************************
 OQ0278  DESIGNATION -  J 152
 OQ0278  PID         -  OQ0278
 OQ0278  STATE/COUNTY-  SD/MINNEHAHA
 OQ0278  COUNTRY     -  US
 OQ0278  USGS QUAD   -  BRANDON (2017)
 OQ0278
 OQ0278                         *CURRENT SURVEY CONTROL
 OQ0278  ______________________________________________________________________
 OQ0278* NAD 83(1986) POSITION- 43 35 16.     (N) 096 35 11.     (W)   SCALED
 OQ0278* NAVD 88 ORTHO HEIGHT -   402.153 (meters)     1319.40  (feet) ADJUSTED
 OQ0278  ______________________________________________________________________
 OQ0278  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 OQ0278  DYNAMIC HEIGHT  -        402.051 (meters)     1319.06  (feet) COMP
 OQ0278  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 OQ0278
 OQ0278  VERT ORDER      -  SECOND    CLASS 0
 OQ0278
 OQ0278.The horizontal coordinates were scaled from a map and have
 OQ0278.an estimated accuracy of +/- 6 seconds.
 OQ0278
 OQ0278.The orthometric height was determined by differential leveling and
 OQ0278.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0278.in June 1991.
 OQ0278
 OQ0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0278.GEOID18 height accuracy estimate available here.
 OQ0278
 OQ0278.Click photographs - Photos may exist for this station.
 OQ0278
 OQ0278.The dynamic height is computed by dividing the NAVD 88
 OQ0278.geopotential number by the normal gravity value computed on the
 OQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0278.degrees latitude (g = 980.6199 gals.).
 OQ0278
 OQ0278.The modeled gravity was interpolated from observed gravity values.
 OQ0278
 OQ0278;                    North         East    Units  Estimated Accuracy
 OQ0278;SPC SD S     -   146,180.      902,470.      MT  (+/- 180 meters Scaled)
 OQ0278
 OQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP948289(NAD 83)
 OQ0278
 OQ0278                          SUPERSEDED SURVEY CONTROL
 OQ0278
 OQ0278  NGVD 29 (??/??/92)  401.880  (m)         1318.50   (f) ADJ UNCH    2 0
 OQ0278
 OQ0278.Superseded values are not recommended for survey control.
 OQ0278
 OQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0278.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0278
 OQ0278_MARKER: DB = BENCH MARK DISK
 OQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0278_STAMPING: J 152 1934
 OQ0278_MARK LOGO: CGS
 OQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0278+STABILITY: SURFACE MOTION
 OQ0278
 OQ0278  HISTORY     - Date     Condition        Report By
 OQ0278  HISTORY     - 1934     MONUMENTED       CGS
 OQ0278  HISTORY     - 1953     GOOD             CGS
 OQ0278
 OQ0278                          STATION DESCRIPTION
 OQ0278
 OQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 OQ0278'0.2 MI E FROM BRANDON.
 OQ0278'0.2 MILE SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0278'OMAHA RAILWAY FROM THE STATION SIGN IN BRANDON, MINNEHAHA
 OQ0278'COUNTY, 200 YARDS NORTHWEST OF THE CENTER OF A GRAVEL ROAD
 OQ0278'CROSSING, 3.5 FEET SOUTH OF THE FOURTH POLE NORTHWEST OF THE
 OQ0278'GRAVEL ROAD CROSSING IN LINE WITH THE ROW OF POLES, 29.6 FEET
 OQ0278'EAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 16 POLES SOUTHEAST
 OQ0278'OF MILE POST 50.  A STANDARD DISK STAMPED J 152 1934 AND SET IN
 OQ0278'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0228 ***********************************************************************
 QR0228  DESIGNATION -  J 16
 QR0228  PID         -  QR0228
 QR0228  STATE/COUNTY-  SD/FAULK
 QR0228  COUNTRY     -  US
 QR0228  USGS QUAD   -  FAULKTON EAST (2017)
 QR0228
 QR0228                         *CURRENT SURVEY CONTROL
 QR0228  ______________________________________________________________________
 QR0228* NAD 83(1986) POSITION- 45 01 48.     (N) 099 07 04.     (W)   SCALED
 QR0228* NAVD 88 ORTHO HEIGHT -   482.137 (meters)     1581.81  (feet) ADJUSTED
 QR0228  ______________________________________________________________________
 QR0228  GEOID HEIGHT    -        -23.626 (meters)                     GEOID18
 QR0228  DYNAMIC HEIGHT  -        482.073 (meters)     1581.60  (feet) COMP
 QR0228  MODELED GRAVITY -    980,469.3   (mgal)                       NAVD 88
 QR0228
 QR0228  VERT ORDER      -  FIRST     CLASS II
 QR0228
 QR0228.The horizontal coordinates were scaled from a map and have
 QR0228.an estimated accuracy of +/- 6 seconds.
 QR0228
 QR0228.The orthometric height was determined by differential leveling and
 QR0228.adjusted by the NATIONAL GEODETIC SURVEY
 QR0228.in June 1991.
 QR0228
 QR0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0228.GEOID18 height accuracy estimate available here.
 QR0228
 QR0228.Click photographs - Photos may exist for this station.
 QR0228
 QR0228.The dynamic height is computed by dividing the NAVD 88
 QR0228.geopotential number by the normal gravity value computed on the
 QR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0228.degrees latitude (g = 980.6199 gals.).
 QR0228
 QR0228.The modeled gravity was interpolated from observed gravity values.
 QR0228
 QR0228;                    North         East    Units  Estimated Accuracy
 QR0228;SPC SD N     -   133,360.      669,520.      MT  (+/- 180 meters Scaled)
 QR0228
 QR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ907862(NAD 83)
 QR0228
 QR0228                          SUPERSEDED SURVEY CONTROL
 QR0228
 QR0228  NGVD 29 (??/??/92)  481.786  (m)         1580.66   (f) ADJ UNCH    1 2
 QR0228
 QR0228.Superseded values are not recommended for survey control.
 QR0228
 QR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0228.See file dsdata.pdf to determine how the superseded data were derived.
 QR0228
 QR0228_MARKER: DB = BENCH MARK DISK
 QR0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0228_STAMPING: 1580.660 J 16 1926
 QR0228_MARK LOGO: CGS
 QR0228_PROJECTION: PROJECTING 3 CENTIMETERS
 QR0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0228+STABILITY: SURFACE MOTION
 QR0228
 QR0228  HISTORY     - Date     Condition        Report By
 QR0228  HISTORY     - 1926     MONUMENTED       CGS
 QR0228  HISTORY     - 1973     GOOD             NGS
 QR0228  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QR0228
 QR0228                          STATION DESCRIPTION
 QR0228
 QR0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0228'AT FAULKTON.
 QR0228'IN THE SOUTHEAST PART OF FAULKTON, ABOUT 0.5 MILE SOUTH OF U.S.
 QR0228'HIGHWAY 212, AT THE JUNCTION OF THE CHICAGO AND NORTH WESTERN
 QR0228'RAILWAY, AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0228'RAILROAD, 100 FEET NORTHWEST OF THE NORTHWEST CORNER FENCE POST
 QR0228'OF THE FAULKTON LANDFILL, 35.5 FEET NORTHEAST OF THE CENTER OF
 QR0228'THE JUNCTION OF THE RAILS, 29 FEET NORTH OF THE EAST-WEST
 QR0228'RAILS, 26.5 FEET EAST OF THE NORTH-SOUTH RAILS, AND SET IN THE
 QR0228'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  A WITNESS
 QR0228'POST WAS NOT SET.
 QR0228
 QR0228                          STATION RECOVERY (1996)
 QR0228
 QR0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0228'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1955 ***********************************************************************
 PU1955  DESIGNATION -  J 176
 PU1955  PID         -  PU1955
 PU1955  STATE/COUNTY-  SD/BUTTE
 PU1955  COUNTRY     -  US
 PU1955  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1955
 PU1955                         *CURRENT SURVEY CONTROL
 PU1955  ______________________________________________________________________
 PU1955* NAD 83(1986) POSITION- 44 46 01.     (N) 103 58 56.     (W)   SCALED
 PU1955* NAVD 88 ORTHO HEIGHT -   959.836 (meters)     3149.06  (feet) ADJUSTED
 PU1955  ______________________________________________________________________
 PU1955  GEOID HEIGHT    -        -15.252 (meters)                     GEOID18
 PU1955  DYNAMIC HEIGHT  -        959.572 (meters)     3148.20  (feet) COMP
 PU1955  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 PU1955
 PU1955  VERT ORDER      -  SECOND    CLASS 0
 PU1955
 PU1955.The horizontal coordinates were scaled from a map and have
 PU1955.an estimated accuracy of +/- 6 seconds.
 PU1955
 PU1955.The orthometric height was determined by differential leveling and
 PU1955.adjusted by the NATIONAL GEODETIC SURVEY
 PU1955.in June 1991.
 PU1955
 PU1955.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1955.GEOID18 height accuracy estimate available here.
 PU1955
 PU1955.Click photographs - Photos may exist for this station.
 PU1955
 PU1955.The dynamic height is computed by dividing the NAVD 88
 PU1955.geopotential number by the normal gravity value computed on the
 PU1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1955.degrees latitude (g = 980.6199 gals.).
 PU1955
 PU1955.The modeled gravity was interpolated from observed gravity values.
 PU1955
 PU1955;                    North         East    Units  Estimated Accuracy
 PU1955;SPC SD N     -   111,500.      284,890.      MT  (+/- 180 meters Scaled)
 PU1955
 PU1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK805575(NAD 83)
 PU1955
 PU1955                          SUPERSEDED SURVEY CONTROL
 PU1955
 PU1955  NGVD 29 (??/??/92)  959.343  (m)         3147.44   (f) ADJ UNCH    2 0
 PU1955
 PU1955.Superseded values are not recommended for survey control.
 PU1955
 PU1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1955.See file dsdata.pdf to determine how the superseded data were derived.
 PU1955
 PU1955_MARKER: DB = BENCH MARK DISK
 PU1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1955_STAMPING: J 176 1934
 PU1955_MARK LOGO: CGS
 PU1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1955+STABILITY: SURFACE MOTION
 PU1955
 PU1955  HISTORY     - Date     Condition        Report By
 PU1955  HISTORY     - 1934     MONUMENTED       CGS
 PU1955  HISTORY     - 1962     GOOD             CGS
 PU1955  HISTORY     - 19951002 MARK NOT FOUND   NGS
 PU1955
 PU1955                          STATION DESCRIPTION
 PU1955
 PU1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1955'8.4 MI NW FROM BELLE FOURCHE.
 PU1955'8.4 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1955'U.S. HIGHWAY 85 IN BELLE FOURCHE.  AT THE JUNCTION OF A TRACK
 PU1955'ROAD NORTH, 63 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1955'24.5 FEET NORTHWEST AND ACROSS THE TRACK ROAD FROM A TELEPHONE
 PU1955'POLE, 8.4 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD,
 PU1955'1.6 FEET SOUTHWEST OF A FENCE LINE, 1.1 FEET SOUTHEAST OF A
 PU1955'WITNESS POST, ABOUT 3.5 FEET LOWER THAN THE HIGHWAY, A CONCRETE
 PU1955'POST PROJECTING ABOUT 0.6 OF A FOOT.
 PU1955
 PU1955                          STATION RECOVERY (1995)
 PU1955
 PU1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1955'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1614 ***********************************************************************
 PU1614  DESIGNATION -  J 177
 PU1614  PID         -  PU1614
 PU1614  STATE/COUNTY-  SD/LAWRENCE
 PU1614  COUNTRY     -  US
 PU1614  USGS QUAD   -  LEAD (2017)
 PU1614
 PU1614                         *CURRENT SURVEY CONTROL
 PU1614  ______________________________________________________________________
 PU1614* NAD 83(1986) POSITION- 44 18 52.     (N) 103 47 44.     (W)   SCALED
 PU1614* NAVD 88 ORTHO HEIGHT -  1774.064 (meters)     5820.41  (feet) ADJUSTED
 PU1614  ______________________________________________________________________
 PU1614  GEOID HEIGHT    -        -13.448 (meters)                     GEOID18
 PU1614  DYNAMIC HEIGHT  -       1773.281 (meters)     5817.84  (feet) COMP
 PU1614  MODELED GRAVITY -    980,111.9   (mgal)                       NAVD 88
 PU1614
 PU1614  VERT ORDER      -  SECOND    CLASS 0
 PU1614
 PU1614.The horizontal coordinates were scaled from a map and have
 PU1614.an estimated accuracy of +/- 6 seconds.
 PU1614
 PU1614.The orthometric height was determined by differential leveling and
 PU1614.adjusted by the NATIONAL GEODETIC SURVEY
 PU1614.in June 1991.
 PU1614
 PU1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1614.GEOID18 height accuracy estimate available here.
 PU1614
 PU1614.Click photographs - Photos may exist for this station.
 PU1614
 PU1614.The dynamic height is computed by dividing the NAVD 88
 PU1614.geopotential number by the normal gravity value computed on the
 PU1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1614.degrees latitude (g = 980.6199 gals.).
 PU1614
 PU1614.The modeled gravity was interpolated from observed gravity values.
 PU1614
 PU1614;                    North         East    Units  Estimated Accuracy
 PU1614;SPC SD N     -    60,560.      297,290.      MT  (+/- 180 meters Scaled)
 PU1614
 PU1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK960075(NAD 83)
 PU1614
 PU1614                          SUPERSEDED SURVEY CONTROL
 PU1614
 PU1614  NGVD 29 (??/??/92) 1773.404  (m)         5818.24   (f) ADJ UNCH    2 0
 PU1614
 PU1614.Superseded values are not recommended for survey control.
 PU1614
 PU1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1614.See file dsdata.pdf to determine how the superseded data were derived.
 PU1614
 PU1614_MARKER: DB = BENCH MARK DISK
 PU1614_SETTING: 66 = SET IN ROCK OUTCROP
 PU1614_STAMPING: J 177 1934
 PU1614_MARK LOGO: CGS
 PU1614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1614+STABILITY: POSITION/ELEVATION WELL
 PU1614
 PU1614  HISTORY     - Date     Condition        Report By
 PU1614  HISTORY     - 1934     MONUMENTED       CGS
 PU1614  HISTORY     - 1938     GOOD             CGS
 PU1614
 PU1614                          STATION DESCRIPTION
 PU1614
 PU1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1614'1.7 MI NW FROM ENGLEWOOD.
 PU1614'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PU1614'RAILROAD FROM THE STATION AT ENGLEWOOD, LAWRENCE COUNTY, ABOUT
 PU1614'1,150 FEET EAST OF THE OVERHEAD CROSSING OF U.S. HIGHWAY 85, 27.5
 PU1614'FEET NORTH OF THE NORTH RAIL, IN THE TOP OF A ROCK OUTCROP, AND
 PU1614'3.0 FEET WEST OF A PYRAMID OF ROCKS.  A STANDARD DISK, STAMPED J 177
 PU1614'1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0563 ***********************************************************************
 OT0563  DESIGNATION -  J 178
 OT0563  PID         -  OT0563
 OT0563  STATE/COUNTY-  SD/CUSTER
 OT0563  COUNTRY     -  US
 OT0563  USGS QUAD   -  CICERO PEAK (2017)
 OT0563
 OT0563                         *CURRENT SURVEY CONTROL
 OT0563  ______________________________________________________________________
 OT0563* NAD 83(1986) POSITION- 43 40 30.09   (N) 103 36 14.04   (W)   HD_HELD1
 OT0563* NAVD 88 ORTHO HEIGHT -  1583.324 (meters)     5194.62  (feet) ADJUSTED
 OT0563  ______________________________________________________________________
 OT0563  GEOID HEIGHT    -        -13.982 (meters)                     GEOID18
 OT0563  DYNAMIC HEIGHT  -       1582.597 (meters)     5192.24  (feet) COMP
 OT0563  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 OT0563
 OT0563  VERT ORDER      -  FIRST     CLASS II
 OT0563
 OT0563.The horizontal coordinates were determined by differentially corrected
 OT0563.hand held GPS observations or other comparable positioning techniques
 OT0563.and have an estimated accuracy of +/- 3 meters.
 OT0563
 OT0563.The orthometric height was determined by differential leveling and
 OT0563.adjusted by the NATIONAL GEODETIC SURVEY
 OT0563.in October 1997.
 OT0563
 OT0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0563.GEOID18 height accuracy estimate available here.
 OT0563
 OT0563.Click photographs - Photos may exist for this station.
 OT0563
 OT0563.The dynamic height is computed by dividing the NAVD 88
 OT0563.geopotential number by the normal gravity value computed on the
 OT0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0563.degrees latitude (g = 980.6199 gals.).
 OT0563
 OT0563.The modeled gravity was interpolated from observed gravity values.
 OT0563
 OT0563;                    North         East    Units  Estimated Accuracy
 OT0563;SPC SD S     -   154,242.1     336,345.3     MT  (+/- 3 meters HH1 GPS) 
 OT0563
 OT0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1254036726(NAD 83)
 OT0563
 OT0563                          SUPERSEDED SURVEY CONTROL
 OT0563
 OT0563  NAVD 88 (06/15/91) 1583.284  (m)         5194.49   (f) SUPERSEDED  1 2
 OT0563  NGVD 29 (??/??/92) 1582.665  (m)         5192.46   (f) ADJ UNCH    1 2
 OT0563
 OT0563.Superseded values are not recommended for survey control.
 OT0563
 OT0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0563.See file dsdata.pdf to determine how the superseded data were derived.
 OT0563
 OT0563_MARKER: DB = BENCH MARK DISK
 OT0563_SETTING: 66 = SET IN ROCK OUTCROP
 OT0563_STAMPING: J 178 1934
 OT0563_MARK LOGO: CGS
 OT0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0563+STABILITY: POSITION/ELEVATION WELL
 OT0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0563+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 OT0563
 OT0563  HISTORY     - Date     Condition        Report By
 OT0563  HISTORY     - 1934     MONUMENTED       CGS
 OT0563  HISTORY     - 19950411 GOOD             NGS
 OT0563
 OT0563                          STATION DESCRIPTION
 OT0563
 OT0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0563'5.1 MI N FROM PRINGLE.
 OT0563'5.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0563'FROM THE STATION AT PRINGLE, CUSTER COUNTY, ABOUT 175 FEET NORTH
 OT0563'OF THE SECTION HOUSE AT MAYO, ABOUT 0.4 MILE NORTH OF MILEPOST
 OT0563'37, 54.8 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 30.2
 OT0563'FEET EAST OF THE EAST RAIL, ON A LARGE 25- BY 40- BY 100-FOOT
 OT0563'ROCK OUTCROP, IN THE TOP OF THE SOUTHWEST CORNER OF A LEDGE
 OT0563'ABOUT 6 FEET ABOVE THE GROUND, AND 2.0 FEET NORTHEAST OF THE
 OT0563'SOUTHWEST FACE.  A STANDARD DISK, STAMPED J 178 1934.  NOTE-- THE
 OT0563'BENCH MARK IS SET IN A DRILL HOLE SUPPOSEDLY FORMERLY OCCUPIED
 OT0563'BY BENCH MARK 5190 (U.S.G.S.).
 OT0563
 OT0563                          STATION RECOVERY (1995)
 OT0563
 OT0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0563'9.2 KM (5.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST OFFICE
 OT0563'IN CUSTER, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY ALONG COUNTY ROAD 291
 OT0563'(MAYO ROAD), NEAR THE WEST END OF A LARGE AREA OF OUTCROPPING BEDROCK
 OT0563'THAT PROJECTS 2.2 M (7.2 FT) ABOVE THE GROUND SURFACE, 14.5 M (47.6
 OT0563'FT) NORTH OF THE ROAD CENTER, 10.3 M (33.8 FT) EAST OF THE CENTER OF A
 OT0563'RAILROAD BED (TRACK REMOVED), 9.5 M (31.2 FT) NORTHWEST OF A FENCE
 OT0563'CORNER, 4.1 M (13.5 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP, AND
 OT0563'1.2 M (3.9 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0343 ***********************************************************************
 OS0343  DESIGNATION -  J 18
 OS0343  PID         -  OS0343
 OS0343  STATE/COUNTY-  SD/BENNETT
 OS0343  COUNTRY     -  US
 OS0343  USGS QUAD   -  MARTIN SW (2017)
 OS0343
 OS0343                         *CURRENT SURVEY CONTROL
 OS0343  ______________________________________________________________________
 OS0343* NAD 83(1986) POSITION- 43 01 30.     (N) 101 42 30.     (W)   SCALED
 OS0343* NAVD 88 ORTHO HEIGHT -  1001.995 (meters)     3287.38  (feet) ADJUSTED
 OS0343  ______________________________________________________________________
 OS0343  GEOID HEIGHT    -        -19.468 (meters)                     GEOID18
 OS0343  DYNAMIC HEIGHT  -       1001.566 (meters)     3285.97  (feet) COMP
 OS0343  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 OS0343
 OS0343  VERT ORDER      -  SECOND    CLASS 0
 OS0343
 OS0343.The horizontal coordinates were scaled from a map and have
 OS0343.an estimated accuracy of +/- 6 seconds.
 OS0343
 OS0343.The orthometric height was determined by differential leveling and
 OS0343.adjusted by the NATIONAL GEODETIC SURVEY
 OS0343.in June 1991.
 OS0343
 OS0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0343.GEOID18 height accuracy estimate available here.
 OS0343
 OS0343.Click photographs - Photos may exist for this station.
 OS0343
 OS0343.The dynamic height is computed by dividing the NAVD 88
 OS0343.geopotential number by the normal gravity value computed on the
 OS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0343.degrees latitude (g = 980.6199 gals.).
 OS0343
 OS0343.The modeled gravity was interpolated from observed gravity values.
 OS0343
 OS0343;                    North         East    Units  Estimated Accuracy
 OS0343;SPC SD S     -    77,770.      487,940.      MT  (+/- 180 meters Scaled)
 OS0343
 OS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN793671(NAD 83)
 OS0343
 OS0343                          SUPERSEDED SURVEY CONTROL
 OS0343
 OS0343  NGVD 29 (??/??/92) 1001.564  (m)         3285.96   (f) ADJ UNCH    2 0
 OS0343
 OS0343.Superseded values are not recommended for survey control.
 OS0343
 OS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0343.See file dsdata.pdf to determine how the superseded data were derived.
 OS0343
 OS0343_MARKER: DB = BENCH MARK DISK
 OS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0343_STAMPING: J 18 1934
 OS0343_MARK LOGO: CGS
 OS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0343+STABILITY: SURFACE MOTION
 OS0343
 OS0343  HISTORY     - Date     Condition        Report By
 OS0343  HISTORY     - 1934     MONUMENTED       CGS
 OS0343
 OS0343                          STATION DESCRIPTION
 OS0343
 OS0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0343'7.5 MI N FROM MERRIMAN.
 OS0343'IN BENNETT COUNTY, SOUTH DAKOTA, 7.5 MILES NORTH ALONG NEBRASKA
 OS0343'STATE HIGHWAY 61 AND SOUTH DAKOTA STATE HIGHWAY 73 FROM MERRIMAN,
 OS0343'CHERRY COUNTY, NEBRASKA, 2.0 MILES NORTH OF THE NEBRASKA-SOUTH
 OS0343'DAKOTA STATE LINE, IN THE NORTHEAST CORNER OF THE WEST PRIDE
 OS0343'SCHOOLYARD, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OS0343'4 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH OF A
 OS0343'CROSS FENCE.  A STANDARD DISK, STAMPED J 18 1934 AND SET IN THE
 OS0343'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0225 ***********************************************************************
 QQ0225  DESIGNATION -  J 19
 QQ0225  PID         -  QQ0225
 QQ0225  STATE/COUNTY-  SD/DAY
 QQ0225  COUNTRY     -  US
 QQ0225  USGS QUAD   -  ORTLEY (2017)
 QQ0225
 QQ0225                         *CURRENT SURVEY CONTROL
 QQ0225  ______________________________________________________________________
 QQ0225* NAD 83(1986) POSITION- 45 20 03.     (N) 097 14 52.     (W)   SCALED
 QQ0225* NAVD 88 ORTHO HEIGHT -   565.122 (meters)     1854.07  (feet) ADJUSTED
 QQ0225  ______________________________________________________________________
 QQ0225  GEOID HEIGHT    -        -25.198 (meters)                     GEOID18
 QQ0225  DYNAMIC HEIGHT  -        565.057 (meters)     1853.86  (feet) COMP
 QQ0225  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 QQ0225
 QQ0225  VERT ORDER      -  FIRST     CLASS II
 QQ0225
 QQ0225.The horizontal coordinates were scaled from a map and have
 QQ0225.an estimated accuracy of +/- 6 seconds.
 QQ0225
 QQ0225.The orthometric height was determined by differential leveling and
 QQ0225.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0225.in June 1991.
 QQ0225
 QQ0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0225.GEOID18 height accuracy estimate available here.
 QQ0225
 QQ0225.Click photographs - Photos may exist for this station.
 QQ0225
 QQ0225.The dynamic height is computed by dividing the NAVD 88
 QQ0225.geopotential number by the normal gravity value computed on the
 QQ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0225.degrees latitude (g = 980.6199 gals.).
 QQ0225
 QQ0225.The modeled gravity was interpolated from observed gravity values.
 QQ0225
 QQ0225;                    North         East    Units  Estimated Accuracy
 QQ0225;SPC SD N     -   170,450.      815,690.      MT  (+/- 180 meters Scaled)
 QQ0225
 QQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR372215(NAD 83)
 QQ0225
 QQ0225                          SUPERSEDED SURVEY CONTROL
 QQ0225
 QQ0225  NGVD 29 (??/??/92)  564.843  (m)         1853.16   (f) ADJ UNCH    1 2
 QQ0225
 QQ0225.Superseded values are not recommended for survey control.
 QQ0225
 QQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0225.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0225
 QQ0225_MARKER: DB = BENCH MARK DISK
 QQ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0225_STAMPING: J 19 1931 1853.156
 QQ0225_MARK LOGO: CGS
 QQ0225_PROJECTION: FLUSH
 QQ0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0225+STABILITY: SURFACE MOTION
 QQ0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0225+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0225
 QQ0225  HISTORY     - Date     Condition        Report By
 QQ0225  HISTORY     - 1931     MONUMENTED       CGS
 QQ0225  HISTORY     - 1934     GOOD             CGS
 QQ0225  HISTORY     - 19970314 GOOD             NGS
 QQ0225
 QQ0225                          STATION DESCRIPTION
 QQ0225
 QQ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0225'2.5 MI W FROM ORTLEY.
 QQ0225'IN DAY COUNTY, 2-1/2 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 QQ0225'ST PAUL AND PACIFIC RAILROAD FROM ORTLEY, ROBERTS COUNTY, 1 MILE
 QQ0225'WEST OF THE ROBERTS-DAY COUNTY LINE, AT A ROAD CROSSING, 160
 QQ0225'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 96 FEET SOUTH OF
 QQ0225'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 1853.156
 QQ0225'J 19 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 QQ0225'INCH ABOVE GROUND.
 QQ0225
 QQ0225                          STATION RECOVERY (1934)
 QQ0225
 QQ0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0225'RECOVERED IN GOOD CONDITION.
 QQ0225
 QQ0225                          STATION RECOVERY (1997)
 QQ0225
 QQ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0225'21.4 KM (13.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0225'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A
 QQ0225'GRAVELED ROAD, 48.4 M (158.8 FT) WEST OF THE ROAD CENTER, 28.3 M (92.8
 QQ0225'FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 0.5 M
 QQ0225'(1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) NORTH OF A
 QQ0225'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0419 ***********************************************************************
 QS0419  DESIGNATION -  J 19
 QS0419  PID         -  QS0419
 QS0419  STATE/COUNTY-  SD/CORSON
 QS0419  COUNTRY     -  US
 QS0419  USGS QUAD   -  MCINTOSH SE (2017)
 QS0419
 QS0419                         *CURRENT SURVEY CONTROL
 QS0419  ______________________________________________________________________
 QS0419* NAD 83(1986) POSITION- 45 47 07.     (N) 101 19 39.     (W)   SCALED
 QS0419* NAVD 88 ORTHO HEIGHT -   617.690 (meters)     2026.54  (feet) ADJUSTED
 QS0419  ______________________________________________________________________
 QS0419  GEOID HEIGHT    -        -20.534 (meters)                     GEOID18
 QS0419  DYNAMIC HEIGHT  -        617.627 (meters)     2026.33  (feet) COMP
 QS0419  MODELED GRAVITY -    980,492.6   (mgal)                       NAVD 88
 QS0419
 QS0419  VERT ORDER      -  FIRST     CLASS II
 QS0419
 QS0419.The horizontal coordinates were scaled from a map and have
 QS0419.an estimated accuracy of +/- 6 seconds.
 QS0419
 QS0419.The orthometric height was determined by differential leveling and
 QS0419.adjusted by the NATIONAL GEODETIC SURVEY
 QS0419.in June 1991.
 QS0419
 QS0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0419.GEOID18 height accuracy estimate available here.
 QS0419
 QS0419.Click photographs - Photos may exist for this station.
 QS0419
 QS0419.The dynamic height is computed by dividing the NAVD 88
 QS0419.geopotential number by the normal gravity value computed on the
 QS0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0419.degrees latitude (g = 980.6199 gals.).
 QS0419
 QS0419.The modeled gravity was interpolated from observed gravity values.
 QS0419
 QS0419;                    North         East    Units  Estimated Accuracy
 QS0419;SPC SD N     -   217,760.      496,770.      MT  (+/- 180 meters Scaled)
 QS0419
 QS0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR190728(NAD 83)
 QS0419
 QS0419                          SUPERSEDED SURVEY CONTROL
 QS0419
 QS0419  NGVD 29 (??/??/92)  617.22   (m)         2025.0    (f) COMPUTED    1 2
 QS0419
 QS0419.Superseded values are not recommended for survey control.
 QS0419
 QS0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0419.See file dsdata.pdf to determine how the superseded data were derived.
 QS0419
 QS0419_MARKER: DB = BENCH MARK DISK
 QS0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0419_STAMPING: J 19 1933
 QS0419_MARK LOGO: CGS
 QS0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0419+STABILITY: SURFACE MOTION
 QS0419
 QS0419  HISTORY     - Date     Condition        Report By
 QS0419  HISTORY     - 1933     MONUMENTED       CGS
 QS0419  HISTORY     - 1938     GOOD             CGS
 QS0419
 QS0419                          STATION DESCRIPTION
 QS0419
 QS0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0419'11.3 MI S FROM MC INTOSH.
 QS0419'11.3 MILES SOUTH OF MC INTOSH ALONG STATE HIGHWAY 65 1.1 MILES
 QS0419'SOUTH OF GROUP OF FARM HOUSES AN SCHOOL HOUSE, 53 FEET EAST OF
 QS0419'CENTER OF HIGHWAY.
 QS0419
 QS0419                          STATION RECOVERY (1938)
 QS0419
 QS0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0420 ***********************************************************************
 QS0420  DESIGNATION -  J 19 RESET
 QS0420  PID         -  QS0420
 QS0420  STATE/COUNTY-  SD/CORSON
 QS0420  COUNTRY     -  US
 QS0420  USGS QUAD   -  MCINTOSH SE (2017)
 QS0420
 QS0420                         *CURRENT SURVEY CONTROL
 QS0420  ______________________________________________________________________
 QS0420* NAD 83(1986) POSITION- 45 47 07.     (N) 101 19 38.     (W)   SCALED
 QS0420* NAVD 88 ORTHO HEIGHT -   619.946 (meters)     2033.94  (feet) ADJUSTED
 QS0420  ______________________________________________________________________
 QS0420  GEOID HEIGHT    -        -20.534 (meters)                     GEOID18
 QS0420  DYNAMIC HEIGHT  -        619.882 (meters)     2033.73  (feet) COMP
 QS0420  MODELED GRAVITY -    980,492.6   (mgal)                       NAVD 88
 QS0420
 QS0420  VERT ORDER      -  FIRST     CLASS II
 QS0420
 QS0420.The horizontal coordinates were scaled from a map and have
 QS0420.an estimated accuracy of +/- 6 seconds.
 QS0420
 QS0420.The orthometric height was determined by differential leveling and
 QS0420.adjusted by the NATIONAL GEODETIC SURVEY
 QS0420.in June 1991.
 QS0420
 QS0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0420.GEOID18 height accuracy estimate available here.
 QS0420
 QS0420.Click photographs - Photos may exist for this station.
 QS0420
 QS0420.The dynamic height is computed by dividing the NAVD 88
 QS0420.geopotential number by the normal gravity value computed on the
 QS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0420.degrees latitude (g = 980.6199 gals.).
 QS0420
 QS0420.The modeled gravity was interpolated from observed gravity values.
 QS0420
 QS0420;                    North         East    Units  Estimated Accuracy
 QS0420;SPC SD N     -   217,760.      496,790.      MT  (+/- 180 meters Scaled)
 QS0420
 QS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR191728(NAD 83)
 QS0420
 QS0420                          SUPERSEDED SURVEY CONTROL
 QS0420
 QS0420  NGVD 29 (??/??/??)  619.48   (m)         2032.4    (f) RESET       3  
 QS0420
 QS0420.Superseded values are not recommended for survey control.
 QS0420
 QS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0420.See file dsdata.pdf to determine how the superseded data were derived.
 QS0420
 QS0420_MARKER: DB = BENCH MARK DISK
 QS0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0420_STAMPING: J 19 RESET 1956
 QS0420_MARK LOGO: CGS
 QS0420_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0420+STABILITY: SURFACE MOTION
 QS0420
 QS0420  HISTORY     - Date     Condition        Report By
 QS0420  HISTORY     - 1956     MONUMENTED       CGS
 QS0420  HISTORY     - 1985     GOOD             NGS
 QS0420
 QS0420                          STATION DESCRIPTION
 QS0420
 QS0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QS0420'10.3 MI S FROM MC INTOSH.
 QS0420'10.3 MILES ALONG STATE HIGHWAY 65 FROM ITS JUNCTION WITH U.S.
 QS0420'HIGHWAY 12 ABOUT 0.75 MILE EAST OF MC INTOSH, CORSON COUNTY,
 QS0420'ABOUT 0.15 MILE OF A CORRAL, NEAR THE EAST EDGE OF THE NEW
 QS0420'HIGHWAY RIGHT-OF-WAY, 12 FEET SOUTH OF A DEEP GULLY AND 1.0 FOOT
 QS0420'WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED J 19 RESET 1956
 QS0420'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QS0420
 QS0420                          STATION RECOVERY (1985)
 QS0420
 QS0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.0 KM (9.9
 QS0420'MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US HIGHWAY 12 AT
 QS0420'MCINTOSH, 59.9 METERS (180 FT) EAST OF THE HIGHWAY CENTERLINE, 3.7
 QS0420'METERS (12 FT) SOUTH OF THE SOUTH EDGE OF A DEEP DITCH AND 0.3 METER
 QS0420'(1 FT) WEST OF A FENCE.
 QS0420'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0420'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0488 ***********************************************************************
 PR0488  DESIGNATION -  J 2
 PR0488  PID         -  PR0488
 PR0488  STATE/COUNTY-  SD/LAKE
 PR0488  COUNTRY     -  US
 PR0488  USGS QUAD   -  MADISON (2017)
 PR0488
 PR0488                         *CURRENT SURVEY CONTROL
 PR0488  ______________________________________________________________________
 PR0488* NAD 83(1986) POSITION- 44 00 20.     (N) 097 04 08.     (W)   SCALED
 PR0488* NAVD 88 ORTHO HEIGHT -   521.440 (meters)     1710.76  (feet) ADJUSTED
 PR0488  ______________________________________________________________________
 PR0488  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 PR0488  DYNAMIC HEIGHT  -        521.317 (meters)     1710.35  (feet) COMP
 PR0488  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 PR0488
 PR0488  VERT ORDER      -  FIRST     CLASS II
 PR0488
 PR0488.The horizontal coordinates were scaled from a map and have
 PR0488.an estimated accuracy of +/- 6 seconds.
 PR0488
 PR0488.The orthometric height was determined by differential leveling and
 PR0488.adjusted by the NATIONAL GEODETIC SURVEY
 PR0488.in June 1991.
 PR0488
 PR0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0488.GEOID18 height accuracy estimate available here.
 PR0488
 PR0488.Click photographs - Photos may exist for this station.
 PR0488
 PR0488.The dynamic height is computed by dividing the NAVD 88
 PR0488.geopotential number by the normal gravity value computed on the
 PR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0488.degrees latitude (g = 980.6199 gals.).
 PR0488
 PR0488.The modeled gravity was interpolated from observed gravity values.
 PR0488
 PR0488;                    North         East    Units  Estimated Accuracy
 PR0488;SPC SD S     -   190,920.      861,720.      MT  (+/- 180 meters Scaled)
 PR0488
 PR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP548743(NAD 83)
 PR0488
 PR0488                          SUPERSEDED SURVEY CONTROL
 PR0488
 PR0488  NGVD 29 (??/??/92)  521.150  (m)         1709.81   (f) ADJ UNCH    1 2
 PR0488
 PR0488.Superseded values are not recommended for survey control.
 PR0488
 PR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0488.See file dsdata.pdf to determine how the superseded data were derived.
 PR0488
 PR0488_MARKER: P = PIPE CAP
 PR0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0488_STAMPING: ELEV 1709.806 FT
 PR0488_MARK LOGO: CGS
 PR0488_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0488
 PR0488  HISTORY     - Date     Condition        Report By
 PR0488  HISTORY     - 1905     MONUMENTED       CGS
 PR0488  HISTORY     - 1934     GOOD             CGS
 PR0488  HISTORY     - 20110405 MARK NOT FOUND   INDIV
 PR0488
 PR0488                          STATION DESCRIPTION
 PR0488
 PR0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0488'2.2 MI E FROM MADISON.
 PR0488'2.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0488'PACIFIC RAILROAD FROM THE STATION AT MADISON, LAKE COUNTY, AT
 PR0488'A ROAD CROSSING, 48.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 PR0488'TRACK, 48 FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 PR0488'SOUTHEAST OF A FENCE CORNER, AND 2.5 FEET SOUTHWEST OF THE
 PR0488'FENCE.  A STANDARD CAP, STAMPED ELEV 1709.806 FT AND FASTENED
 PR0488'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 INCH ABOVE
 PR0488'GROUND.
 PR0488
 PR0488                          STATION RECOVERY (2011)
 PR0488
 PR0488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0087 ***********************************************************************
 QT0087  DESIGNATION -  J 2 B 1
 QT0087  PID         -  QT0087
 QT0087  STATE/COUNTY-  SD/MEADE
 QT0087  COUNTRY     -  US
 QT0087  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0087
 QT0087                         *CURRENT SURVEY CONTROL
 QT0087  ______________________________________________________________________
 QT0087* NAD 83(1986) POSITION- 45 01 21.     (N) 102 21 09.     (W)   SCALED
 QT0087* NAVD 88 ORTHO HEIGHT -   822.278 (meters)     2697.76  (feet) ADJUSTED
 QT0087  ______________________________________________________________________
 QT0087  GEOID HEIGHT    -        -18.644 (meters)                     GEOID18
 QT0087  DYNAMIC HEIGHT  -        822.109 (meters)     2697.20  (feet) COMP
 QT0087  MODELED GRAVITY -    980,383.7   (mgal)                       NAVD 88
 QT0087
 QT0087  VERT ORDER      -  SECOND    CLASS 0
 QT0087
 QT0087.The horizontal coordinates were scaled from a map and have
 QT0087.an estimated accuracy of +/- 6 seconds.
 QT0087
 QT0087.The orthometric height was determined by differential leveling and
 QT0087.adjusted by the NATIONAL GEODETIC SURVEY
 QT0087.in June 1991.
 QT0087
 QT0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0087.GEOID18 height accuracy estimate available here.
 QT0087
 QT0087.Click photographs - Photos may exist for this station.
 QT0087
 QT0087.The dynamic height is computed by dividing the NAVD 88
 QT0087.geopotential number by the normal gravity value computed on the
 QT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0087.degrees latitude (g = 980.6199 gals.).
 QT0087
 QT0087.The modeled gravity was interpolated from observed gravity values.
 QT0087
 QT0087;                    North         East    Units  Estimated Accuracy
 QT0087;SPC SD N     -   134,840.      414,620.      MT  (+/- 180 meters Scaled)
 QT0087
 QT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK085888(NAD 83)
 QT0087
 QT0087                          SUPERSEDED SURVEY CONTROL
 QT0087
 QT0087  NGVD 29 (??/??/92)  821.81   (m)         2696.2    (f) COMPUTED    2 0
 QT0087
 QT0087.Superseded values are not recommended for survey control.
 QT0087
 QT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0087.See file dsdata.pdf to determine how the superseded data were derived.
 QT0087
 QT0087_MARKER: Z = SEE DESCRIPTION
 QT0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0087_STAMPING: J2 B1
 QT0087_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0087+STABILITY: SURFACE MOTION
 QT0087
 QT0087  HISTORY     - Date     Condition        Report By
 QT0087  HISTORY     - UNK      MONUMENTED       USAF
 QT0087  HISTORY     - 1963     GOOD             CGS
 QT0087  HISTORY     - 19960425 MARK NOT FOUND   NGS
 QT0087
 QT0087                          STATION DESCRIPTION
 QT0087
 QT0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0087'14.4 MI E FROM MAURINE.
 QT0087'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0087'MAURINE, THENCE 12.55 MILES EAST-SOUTHEAST ALONG A DIRT ROAD
 QT0087'FORMERLY U.S. HIGHWAY 212, TO A WIRE GATE IN AN EAST-WEST FENCE
 QT0087'LINE WITH A DIRT ROAD LEADING NORTH, THENCE 1.0 MILE NORTH ALONG
 QT0087'THE DIRT ROAD TO SECTION LINE FENCE WHICH PARALLELS U.S. HIGHWAY
 QT0087'212, THENCE 0.2 MILES WEST ALONG FENCE, OR 0.1 MILE NORTH ALONG
 QT0087'MAIN STREET FROM THE POST OFFICE AT FAITH, THENCE 15.9 MILES
 QT0087'WEST ALONG U.S. HIGHWAY 212, IN SECTION 12, T12N R14E, 51
 QT0087'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT SOUTH
 QT0087'OF A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 QT0087'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 QT0087'CYLINDER PROJECTING 4 FEET.
 QT0087
 QT0087                          STATION RECOVERY (1996)
 QT0087
 QT0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0087'THE DATUM POINT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0506 ***********************************************************************
 QS0506  DESIGNATION -  J 20
 QS0506  PID         -  QS0506
 QS0506  STATE/COUNTY-  SD/ZIEBACH
 QS0506  COUNTRY     -  US
 QS0506  USGS QUAD   -  DUPREE NE (2017)
 QS0506
 QS0506                         *CURRENT SURVEY CONTROL
 QS0506  ______________________________________________________________________
 QS0506* NAD 83(1986) POSITION- 45 12 29.97   (N) 101 30 29.58   (W)   HD_HELD1
 QS0506* NAVD 88 ORTHO HEIGHT -   605.336 (meters)     1986.01  (feet) ADJUSTED
 QS0506  ______________________________________________________________________
 QS0506  GEOID HEIGHT    -        -20.660 (meters)                     GEOID18
 QS0506  DYNAMIC HEIGHT  -        605.227 (meters)     1985.65  (feet) COMP
 QS0506  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 QS0506
 QS0506  VERT ORDER      -  FIRST     CLASS II
 QS0506
 QS0506.The horizontal coordinates were determined by differentially corrected
 QS0506.hand held GPS observations or other comparable positioning techniques
 QS0506.and have an estimated accuracy of +/- 3 meters.
 QS0506
 QS0506.The orthometric height was determined by differential leveling and
 QS0506.adjusted by the NATIONAL GEODETIC SURVEY
 QS0506.in June 1991.
 QS0506
 QS0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0506.GEOID18 height accuracy estimate available here.
 QS0506
 QS0506.Click photographs - Photos may exist for this station.
 QS0506
 QS0506.The dynamic height is computed by dividing the NAVD 88
 QS0506.geopotential number by the normal gravity value computed on the
 QS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0506.degrees latitude (g = 980.6199 gals.).
 QS0506
 QS0506.The modeled gravity was interpolated from observed gravity values.
 QS0506
 QS0506;                    North         East    Units  Estimated Accuracy
 QS0506;SPC SD N     -   153,896.8     481,527.2     MT  (+/- 3 meters HH1 GPS) 
 QS0506
 QS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0303209153(NAD 83)
 QS0506
 QS0506                          SUPERSEDED SURVEY CONTROL
 QS0506
 QS0506  NGVD 29 (??/??/92)  604.880  (m)         1984.51   (f) ADJ UNCH    1 2
 QS0506
 QS0506.Superseded values are not recommended for survey control.
 QS0506
 QS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0506.See file dsdata.pdf to determine how the superseded data were derived.
 QS0506
 QS0506_MARKER: DB = BENCH MARK DISK
 QS0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0506_SP_SET: BRIDGE
 QS0506_STAMPING: J 20 1933
 QS0506_MARK LOGO: CGS
 QS0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0506
 QS0506  HISTORY     - Date     Condition        Report By
 QS0506  HISTORY     - 1933     MONUMENTED       CGS
 QS0506  HISTORY     - 1944     GOOD             CGS
 QS0506  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0506
 QS0506                          STATION DESCRIPTION
 QS0506
 QS0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0506'14.8 MI N FROM DUPREE.
 QS0506'14.8 MILES NORTH ALONG STATE HIGHWAY 65 FROM DUPREE, ZIEBACH
 QS0506'COUNTY, AT A BRIDGE OVER MOREAU RIVER, AND IN THE TOP OF THE
 QS0506'EAST END OF THE SOUTH MAIN-SPAN SUPPORT.  A STANDARD DISK,
 QS0506'STAMPED J 20 1933.
 QS0506
 QS0506                          STATION RECOVERY (1944)
 QS0506
 QS0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 QS0506'RECOVERED IN GOOD CONDITION.
 QS0506
 QS0506                          STATION RECOVERY (1985)
 QS0506
 QS0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0506'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0055 ***********************************************************************
 QR0055  DESIGNATION -  J 20
 QR0055  PID         -  QR0055
 QR0055  STATE/COUNTY-  SD/BROWN
 QR0055  COUNTRY     -  US
 QR0055  USGS QUAD   -  JAMES (2017)
 QR0055
 QR0055                         *CURRENT SURVEY CONTROL
 QR0055  ______________________________________________________________________
 QR0055* NAD 83(1986) POSITION- 45 27 25.     (N) 098 09 57.     (W)   SCALED
 QR0055* NAVD 88 ORTHO HEIGHT -   397.470 (meters)     1304.03  (feet) ADJUSTED
 QR0055  ______________________________________________________________________
 QR0055  GEOID HEIGHT    -        -24.801 (meters)                     GEOID18
 QR0055  DYNAMIC HEIGHT  -        397.441 (meters)     1303.94  (feet) COMP
 QR0055  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 QR0055
 QR0055  VERT ORDER      -  FIRST     CLASS II
 QR0055
 QR0055.The horizontal coordinates were scaled from a map and have
 QR0055.an estimated accuracy of +/- 6 seconds.
 QR0055
 QR0055.The orthometric height was determined by differential leveling and
 QR0055.adjusted by the NATIONAL GEODETIC SURVEY
 QR0055.in July 1998.
 QR0055
 QR0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0055.GEOID18 height accuracy estimate available here.
 QR0055
 QR0055.Click photographs - Photos may exist for this station.
 QR0055
 QR0055.The dynamic height is computed by dividing the NAVD 88
 QR0055.geopotential number by the normal gravity value computed on the
 QR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0055.degrees latitude (g = 980.6199 gals.).
 QR0055
 QR0055.The modeled gravity was interpolated from observed gravity values.
 QR0055
 QR0055;                    North         East    Units  Estimated Accuracy
 QR0055;SPC SD N     -   182,050.      743,450.      MT  (+/- 180 meters Scaled)
 QR0055
 QR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR652340(NAD 83)
 QR0055
 QR0055                          SUPERSEDED SURVEY CONTROL
 QR0055
 QR0055  NAVD 88 (06/15/91)  397.486  (m)         1304.09   (f) SUPERSEDED  1 2
 QR0055  NGVD 29 (??/??/92)  397.199  (m)         1303.14   (f) ADJ UNCH    1 2
 QR0055
 QR0055.Superseded values are not recommended for survey control.
 QR0055
 QR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0055.See file dsdata.pdf to determine how the superseded data were derived.
 QR0055
 QR0055_MARKER: DB = BENCH MARK DISK
 QR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0055_STAMPING: J 20 1931 1303.144
 QR0055_MARK LOGO: CGS
 QR0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0055+STABILITY: SURFACE MOTION
 QR0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0055+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0055
 QR0055  HISTORY     - Date     Condition        Report By
 QR0055  HISTORY     - 1931     MONUMENTED       CGS
 QR0055  HISTORY     - 1932     GOOD             CGS
 QR0055  HISTORY     - 19970314 GOOD             NGS
 QR0055
 QR0055                          STATION DESCRIPTION
 QR0055
 QR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0055'3 MI W FROM GROTON.
 QR0055'3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0055'RAILROAD FROM GROTON, BROWN COUNTY, 700 FEET EAST OF THE CROSSING
 QR0055'OF U.S. HIGHWAY 12, AT A ROAD CROSSING AT THE SECTION LINE, 110.8
 QR0055'FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, 68 FEET WEST
 QR0055'OF THE CENTER LINE OF THE ROAD, AND 3 INCHES UNDER GROUND.  A
 QR0055'STANDARD DISK, STAMPED 1303.144 J 20 1931 AND SET IN THE TOP OF A
 QR0055'CONCRETE POST.
 QR0055
 QR0055                          STATION RECOVERY (1932)
 QR0055
 QR0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 QR0055'RECOVERED IN GOOD CONDITION.
 QR0055
 QR0055                          STATION RECOVERY (1997)
 QR0055
 QR0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0055'4.8 KM (3.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QR0055'STATE HIGHWAY 37 IN GROTON, 62.0 M (203.4 FT) SOUTH OF THE CENTERLINE
 QR0055'OF THE EASTBOUND LANES OF THE HIGHWAY, 54.9 M (180.1 FT) SOUTHEAST OF
 QR0055'MILEPOST 306, 33.3 M (109.3 FT) NORTH OF THE NEAR RAIL OF THE
 QR0055'BURLINGTON NORTHERN RAILROAD, 20.1 M (65.9 FT) WEST OF THE CENTER OF
 QR0055'403 AVENUE, 17.4 M (57.1 FT) NORTH OF A UTILITY POLE, 1.6 M (5.2 FT)
 QR0055'NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 QR0055'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 QR0055'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0378 ***********************************************************************
 PT0378  DESIGNATION -  J 21
 PT0378  PID         -  PT0378
 PT0378  STATE/COUNTY-  SD/HAAKON
 PT0378  COUNTRY     -  US
 PT0378  USGS QUAD   -  CHERRY CREEK (2017)
 PT0378
 PT0378                         *CURRENT SURVEY CONTROL
 PT0378  ______________________________________________________________________
 PT0378* NAD 83(1986) POSITION- 44 35 00.98   (N) 101 29 35.50   (W)   HD_HELD1
 PT0378* NAVD 88 ORTHO HEIGHT -   530.928 (meters)     1741.89  (feet) ADJUSTED
 PT0378  ______________________________________________________________________
 PT0378  GEOID HEIGHT    -        -21.405 (meters)                     GEOID18
 PT0378  DYNAMIC HEIGHT  -        530.816 (meters)     1741.52  (feet) COMP
 PT0378  MODELED GRAVITY -    980,389.3   (mgal)                       NAVD 88
 PT0378
 PT0378  VERT ORDER      -  FIRST     CLASS II
 PT0378
 PT0378.The horizontal coordinates were determined by differentially corrected
 PT0378.hand held GPS observations or other comparable positioning techniques
 PT0378.and have an estimated accuracy of +/- 3 meters.
 PT0378
 PT0378.The orthometric height was determined by differential leveling and
 PT0378.adjusted by the NATIONAL GEODETIC SURVEY
 PT0378.in June 1991.
 PT0378
 PT0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0378.GEOID18 height accuracy estimate available here.
 PT0378
 PT0378.Click photographs - Photos may exist for this station.
 PT0378
 PT0378.The dynamic height is computed by dividing the NAVD 88
 PT0378.geopotential number by the normal gravity value computed on the
 PT0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0378.degrees latitude (g = 980.6199 gals.).
 PT0378
 PT0378.The modeled gravity was interpolated from observed gravity values.
 PT0378
 PT0378;                    North         East    Units  Estimated Accuracy
 PT0378;SPC SD S     -   250,645.9     507,887.1     MT  (+/- 3 meters HH1 GPS) 
 PT0378
 PT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0207939719(NAD 83)
 PT0378
 PT0378                          SUPERSEDED SURVEY CONTROL
 PT0378
 PT0378  NGVD 29 (??/??/92)  530.488  (m)         1740.44   (f) ADJ UNCH    1 2
 PT0378
 PT0378.Superseded values are not recommended for survey control.
 PT0378
 PT0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0378.See file dsdata.pdf to determine how the superseded data were derived.
 PT0378
 PT0378_MARKER: DB = BENCH MARK DISK
 PT0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0378_STAMPING: J 21 1933
 PT0378_MARK LOGO: CGS
 PT0378_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0378+STABILITY: SURFACE MOTION
 PT0378
 PT0378  HISTORY     - Date     Condition        Report By
 PT0378  HISTORY     - 1933     MONUMENTED       CGS
 PT0378  HISTORY     - 1934     GOOD             CGS
 PT0378
 PT0378                          STATION DESCRIPTION
 PT0378
 PT0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0378'3.3 MI S FROM CHERRY CREEK.
 PT0378'IN HAAKON COUNTY, 3.3 MILES SOUTH ALONG THE MILESVILLE ROAD
 PT0378'FROM CHERRY CREEK, ZIEBACH COUNTY, AT A TURN IN THE ROAD, AT
 PT0378'THE BOTTOM OF A HILL, 50 FEET EAST OF THE CENTERLINE OF THE
 PT0378'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES
 PT0378'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0585 ***********************************************************************
 PT0585  DESIGNATION -  J 22
 PT0585  PID         -  PT0585
 PT0585  STATE/COUNTY-  SD/HAAKON
 PT0585  COUNTRY     -  US
 PT0585  USGS QUAD   -  PHILIP (2017)
 PT0585
 PT0585                         *CURRENT SURVEY CONTROL
 PT0585  ______________________________________________________________________
 PT0585* NAD 83(1986) POSITION- 44 02 20.0    (N) 101 39 59.8    (W)   HD_HELD2
 PT0585* NAVD 88 ORTHO HEIGHT -   659.387 (meters)     2163.34  (feet) ADJUSTED
 PT0585  ______________________________________________________________________
 PT0585  GEOID HEIGHT    -        -21.093 (meters)                     GEOID18
 PT0585  DYNAMIC HEIGHT  -        659.200 (meters)     2162.73  (feet) COMP
 PT0585  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PT0585
 PT0585  VERT ORDER      -  FIRST     CLASS II
 PT0585
 PT0585.The horizontal coordinates were established by autonomous hand held GPS
 PT0585.observations and have an estimated accuracy of +/- 10 meters.
 PT0585
 PT0585.The orthometric height was determined by differential leveling and
 PT0585.adjusted by the NATIONAL GEODETIC SURVEY
 PT0585.in June 1991.
 PT0585
 PT0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0585.GEOID18 height accuracy estimate available here.
 PT0585
 PT0585.Click photographs - Photos may exist for this station.
 PT0585
 PT0585.The dynamic height is computed by dividing the NAVD 88
 PT0585.geopotential number by the normal gravity value computed on the
 PT0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0585.degrees latitude (g = 980.6199 gals.).
 PT0585
 PT0585.The modeled gravity was interpolated from observed gravity values.
 PT0585
 PT0585;                    North         East    Units  Estimated Accuracy
 PT0585;SPC SD S     -   190,333.      493,144.      MT  (+/- 10 meters HH2 GPS)
 PT0585
 PT0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8634379649(NAD 83)
 PT0585
 PT0585                          SUPERSEDED SURVEY CONTROL
 PT0585
 PT0585  NGVD 29 (??/??/92)  658.943  (m)         2161.88   (f) ADJ UNCH    1 2
 PT0585
 PT0585.Superseded values are not recommended for survey control.
 PT0585
 PT0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0585.See file dsdata.pdf to determine how the superseded data were derived.
 PT0585
 PT0585_MARKER: DB = BENCH MARK DISK
 PT0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0585_SP_SET: BUILDING
 PT0585_STAMPING: J 22 1933
 PT0585_MARK LOGO: CGS
 PT0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0585
 PT0585  HISTORY     - Date     Condition        Report By
 PT0585  HISTORY     - 1933     MONUMENTED       CGS
 PT0585  HISTORY     - 1962     GOOD             CGS
 PT0585  HISTORY     - 19990612 GOOD             NGS
 PT0585
 PT0585                          STATION DESCRIPTION
 PT0585
 PT0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0585'AT PHILIP.
 PT0585'ABOUT 0.15 MILE WEST ALONG WEST OAK STREET FROM THE CHICAGO AND
 PT0585'NORTH WESTERN RAILROAD STATION AT PHILIP, AT THE WEST ENTRANCE
 PT0585'TO THE COUNTY COURTHOUSE, 8 FEET NORTH OF THE CENTER OF THE DOOR,
 PT0585'1/2 FOOT WEST OF THE WEST FACE OF THE BUILDING, AND SET IN THE
 PT0585'TOP OF THE NORTH END OF THE APPROACH TO THE WEST DOOR.
 PT0585
 PT0585                          STATION RECOVERY (1999)
 PT0585
 PT0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 PT0585'COURTHOUSE IS 0.5 MI SOUTH OF US 14 ALONG SD 73 AND THEN ONE BLOCK
 PT0585'WEST.  COURTHOUSE IS SOUTH OF WEST PINE ST., NORTH OF WEST OAK ST. AND
 PT0585'EAST OF SOUTH HOWARD ST.  THIS IS GRAVITY BASE STATION 'PHILLIP J',
 PT0585'DOD 1640-1, IGB 15541J.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0604 ***********************************************************************
 OS0604  DESIGNATION -  J 23
 OS0604  PID         -  OS0604
 OS0604  STATE/COUNTY-  SD/JACKSON
 OS0604  COUNTRY     -  US
 OS0604  USGS QUAD   -  BROKEN LEG DAM (2017)
 OS0604
 OS0604                         *CURRENT SURVEY CONTROL
 OS0604  ______________________________________________________________________
 OS0604* NAD 83(1986) POSITION- 43 36 17.81   (N) 101 30 37.06   (W)   HD_HELD1
 OS0604* NAVD 88 ORTHO HEIGHT -   837.455 (meters)     2747.55  (feet) ADJUSTED
 OS0604  ______________________________________________________________________
 OS0604  GEOID HEIGHT    -        -21.302 (meters)                     GEOID18
 OS0604  DYNAMIC HEIGHT  -        837.163 (meters)     2746.59  (feet) COMP
 OS0604  MODELED GRAVITY -    980,242.5   (mgal)                       NAVD 88
 OS0604
 OS0604  VERT ORDER      -  SECOND    CLASS 0
 OS0604
 OS0604.The horizontal coordinates were determined by differentially corrected
 OS0604.hand held GPS observations or other comparable positioning techniques
 OS0604.and have an estimated accuracy of +/- 3 meters.
 OS0604
 OS0604.The orthometric height was determined by differential leveling and
 OS0604.adjusted by the NATIONAL GEODETIC SURVEY
 OS0604.in June 1991.
 OS0604
 OS0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0604.GEOID18 height accuracy estimate available here.
 OS0604
 OS0604.Click photographs - Photos may exist for this station.
 OS0604
 OS0604.The dynamic height is computed by dividing the NAVD 88
 OS0604.geopotential number by the normal gravity value computed on the
 OS0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0604.degrees latitude (g = 980.6199 gals.).
 OS0604
 OS0604.The modeled gravity was interpolated from observed gravity values.
 OS0604
 OS0604;                    North         East    Units  Estimated Accuracy
 OS0604;SPC SD S     -   141,938.2     504,988.4     MT  (+/- 3 meters HH1 GPS) 
 OS0604
 OS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9740531058(NAD 83)
 OS0604
 OS0604                          SUPERSEDED SURVEY CONTROL
 OS0604
 OS0604  NGVD 29 (??/??/92)  837.013  (m)         2746.10   (f) ADJ UNCH    2 0
 OS0604
 OS0604.Superseded values are not recommended for survey control.
 OS0604
 OS0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0604.See file dsdata.pdf to determine how the superseded data were derived.
 OS0604
 OS0604_MARKER: DB = BENCH MARK DISK
 OS0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0604_STAMPING: J 23 1934
 OS0604_MARK LOGO: CGS
 OS0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0604+STABILITY: SURFACE MOTION
 OS0604
 OS0604  HISTORY     - Date     Condition        Report By
 OS0604  HISTORY     - 1934     MONUMENTED       CGS
 OS0604  HISTORY     - 1938     GOOD             CGS
 OS0604
 OS0604                          STATION DESCRIPTION
 OS0604
 OS0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0604'18.8 MI S FROM KADOKA.
 OS0604'IN WASHABAUGH COUNTY, 18.8 MILES SOUTH ALONG STATE HIGHWAY 73
 OS0604'FROM KADOKA, JACKSON COUNTY, 0.4 MILE WEST OF A LONG WINDING
 OS0604'HILL, AT A CURVE AROUND A RISE SOUTH OF A WIDE VALLEY, AND 38
 OS0604'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 OS0604'STAMPED J 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1424 ***********************************************************************
 PU1424  DESIGNATION -  J 24
 PU1424  PID         -  PU1424
 PU1424  STATE/COUNTY-  SD/MEADE
 PU1424  COUNTRY     -  US
 PU1424  USGS QUAD   -  TILFORD (2017)
 PU1424
 PU1424                         *CURRENT SURVEY CONTROL
 PU1424  ______________________________________________________________________
 PU1424* NAD 83(1986) POSITION- 44 16 32.60   (N) 103 25 06.33   (W)   HD_HELD1
 PU1424* NAVD 88 ORTHO HEIGHT -  1091.768 (meters)     3581.91  (feet) ADJUSTED
 PU1424  ______________________________________________________________________
 PU1424  GEOID HEIGHT    -        -15.215 (meters)                     GEOID18
 PU1424  DYNAMIC HEIGHT  -       1091.394 (meters)     3580.68  (feet) COMP
 PU1424  MODELED GRAVITY -    980,238.3   (mgal)                       NAVD 88
 PU1424
 PU1424  VERT ORDER      -  FIRST     CLASS II
 PU1424
 PU1424.The horizontal coordinates were determined by differentially corrected
 PU1424.hand held GPS observations or other comparable positioning techniques
 PU1424.and have an estimated accuracy of +/- 3 meters.
 PU1424
 PU1424.The orthometric height was determined by differential leveling and
 PU1424.adjusted by the NATIONAL GEODETIC SURVEY
 PU1424.in June 1991.
 PU1424
 PU1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1424.GEOID18 height accuracy estimate available here.
 PU1424
 PU1424.Click photographs - Photos may exist for this station.
 PU1424
 PU1424.The dynamic height is computed by dividing the NAVD 88
 PU1424.geopotential number by the normal gravity value computed on the
 PU1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1424.degrees latitude (g = 980.6199 gals.).
 PU1424
 PU1424.The modeled gravity was interpolated from observed gravity values.
 PU1424
 PU1424;                    North         East    Units  Estimated Accuracy
 PU1424;SPC SD N     -    54,920.9     327,167.0     MT  (+/- 3 meters HH1 GPS) 
 PU1424
 PU1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2621303713(NAD 83)
 PU1424
 PU1424                          SUPERSEDED SURVEY CONTROL
 PU1424
 PU1424  NGVD 29 (??/??/92) 1091.255  (m)         3580.23   (f) ADJ UNCH    1 2
 PU1424
 PU1424.Superseded values are not recommended for survey control.
 PU1424
 PU1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1424.See file dsdata.pdf to determine how the superseded data were derived.
 PU1424
 PU1424_MARKER: DD = SURVEY DISK
 PU1424_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1424_STAMPING: J 24 1934
 PU1424_MARK LOGO: CGS+SS
 PU1424_PROJECTION: PROJECTING 5 CENTIMETERS
 PU1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1424+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU1424
 PU1424  HISTORY     - Date     Condition        Report By
 PU1424  HISTORY     - 1934     MONUMENTED       SDGS
 PU1424  HISTORY     - 1962     GOOD             CGS
 PU1424  HISTORY     - 19910813 GOOD             NGS
 PU1424  HISTORY     - 20120806 GOOD             INDIV
 PU1424
 PU1424                          STATION DESCRIPTION
 PU1424
 PU1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1424'12.2 MI SE FROM STURGIS.
 PU1424'ABOUT 12.15 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1424'RAILWAY FROM THE STATION AT STURGIS, 19 FEET NORTHEAST OF MILE
 PU1424'POST 117, 52 FEET NORTH OF A RAIL PROJECTING 3 FEET ABOVE THE
 PU1424'GROUND, 20 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.6 FEET NORTH
 PU1424'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PU1424'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PU1424
 PU1424                          STATION RECOVERY (1991)
 PU1424
 PU1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1424'19.1 KM (11.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1424'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, 55.5 M (182.1 FT)
 PU1424'SOUTHEAST OF THE NORTHEAST END OF A CULVERT, 28.2 M (92.5 FT)
 PU1424'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PU1424'15.9 M (52.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE CHICAGO AND
 PU1424'NORTHWESTERN RAILROAD, 4.2 M (13.8 FT) NORTHEAST OF A UTILITY POLE,
 PU1424'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 PU1424'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PU1424'GROUND SURFACE.
 PU1424
 PU1424                          STATION RECOVERY (2012)
 PU1424
 PU1424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1774 ***********************************************************************
 PU1774  DESIGNATION -  J 25
 PU1774  PID         -  PU1774
 PU1774  STATE/COUNTY-  SD/BUTTE
 PU1774  COUNTRY     -  US
 PU1774  USGS QUAD   -  MUD BUTTES (2017)
 PU1774
 PU1774                         *CURRENT SURVEY CONTROL
 PU1774  ______________________________________________________________________
 PU1774* NAD 83(1986) POSITION- 44 47 39.     (N) 103 50 55.     (W)   SCALED
 PU1774* NAVD 88 ORTHO HEIGHT -   942.739 (meters)     3092.97  (feet) ADJUSTED
 PU1774  ______________________________________________________________________
 PU1774  GEOID HEIGHT    -        -15.598 (meters)                     GEOID18
 PU1774  DYNAMIC HEIGHT  -        942.485 (meters)     3092.14  (feet) COMP
 PU1774  MODELED GRAVITY -    980,315.6   (mgal)                       NAVD 88
 PU1774
 PU1774  VERT ORDER      -  FIRST     CLASS II
 PU1774
 PU1774.The horizontal coordinates were scaled from a map and have
 PU1774.an estimated accuracy of +/- 6 seconds.
 PU1774
 PU1774.The orthometric height was determined by differential leveling and
 PU1774.adjusted by the NATIONAL GEODETIC SURVEY
 PU1774.in June 1991.
 PU1774
 PU1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1774.GEOID18 height accuracy estimate available here.
 PU1774
 PU1774.Click photographs - Photos may exist for this station.
 PU1774
 PU1774.The dynamic height is computed by dividing the NAVD 88
 PU1774.geopotential number by the normal gravity value computed on the
 PU1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1774.degrees latitude (g = 980.6199 gals.).
 PU1774
 PU1774.The modeled gravity was interpolated from observed gravity values.
 PU1774
 PU1774;                    North         East    Units  Estimated Accuracy
 PU1774;SPC SD N     -   114,010.      295,600.      MT  (+/- 180 meters Scaled)
 PU1774
 PU1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK910607(NAD 83)
 PU1774
 PU1774                          SUPERSEDED SURVEY CONTROL
 PU1774
 PU1774  NGVD 29 (??/??/92)  942.268  (m)         3091.42   (f) ADJ UNCH    1 2
 PU1774
 PU1774.Superseded values are not recommended for survey control.
 PU1774
 PU1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1774.See file dsdata.pdf to determine how the superseded data were derived.
 PU1774
 PU1774_MARKER: DB = BENCH MARK DISK
 PU1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1774_STAMPING: J 25 1934
 PU1774_MARK LOGO: CGS
 PU1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1774+STABILITY: SURFACE MOTION
 PU1774
 PU1774  HISTORY     - Date     Condition        Report By
 PU1774  HISTORY     - 1934     MONUMENTED       CGS
 PU1774
 PU1774                          STATION DESCRIPTION
 PU1774
 PU1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1774'8.4 MI N FROM BELLE FOURCHE.
 PU1774'8.4 MILES N OF AND ALONG U.S. HWY 85, 56 FT E OF CENTER OF
 PU1774'HIGHWAY, 150 YARDS S OF IRON CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0305 ***********************************************************************
 QT0305  DESIGNATION -  J 26
 QT0305  PID         -  QT0305
 QT0305  STATE/COUNTY-  SD/HARDING
 QT0305  COUNTRY     -  US
 QT0305  USGS QUAD   -  REDIG NE (2017)
 QT0305
 QT0305                         *CURRENT SURVEY CONTROL
 QT0305  ______________________________________________________________________
 QT0305* NAD 83(1986) POSITION- 45 23 13.     (N) 103 33 17.     (W)   SCALED
 QT0305* NAVD 88 ORTHO HEIGHT -   986.952 (meters)     3238.03  (feet) ADJUSTED
 QT0305  ______________________________________________________________________
 QT0305  GEOID HEIGHT    -        -16.111 (meters)                     GEOID18
 QT0305  DYNAMIC HEIGHT  -        986.753 (meters)     3237.37  (feet) COMP
 QT0305  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 QT0305
 QT0305  VERT ORDER      -  FIRST     CLASS II
 QT0305
 QT0305.The horizontal coordinates were scaled from a map and have
 QT0305.an estimated accuracy of +/- 6 seconds.
 QT0305
 QT0305.The orthometric height was determined by differential leveling and
 QT0305.adjusted by the NATIONAL GEODETIC SURVEY
 QT0305.in June 1991.
 QT0305
 QT0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0305.GEOID18 height accuracy estimate available here.
 QT0305
 QT0305.Click photographs - Photos may exist for this station.
 QT0305
 QT0305.The dynamic height is computed by dividing the NAVD 88
 QT0305.geopotential number by the normal gravity value computed on the
 QT0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0305.degrees latitude (g = 980.6199 gals.).
 QT0305
 QT0305.The modeled gravity was interpolated from observed gravity values.
 QT0305
 QT0305;                    North         East    Units  Estimated Accuracy
 QT0305;SPC SD N     -   178,750.      321,720.      MT  (+/- 180 meters Scaled)
 QT0305
 QT0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL131269(NAD 83)
 QT0305
 QT0305                          SUPERSEDED SURVEY CONTROL
 QT0305
 QT0305  NGVD 29 (??/??/92)  986.449  (m)         3236.37   (f) ADJ UNCH    1 2
 QT0305
 QT0305.Superseded values are not recommended for survey control.
 QT0305
 QT0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0305.See file dsdata.pdf to determine how the superseded data were derived.
 QT0305
 QT0305_MARKER: DB = BENCH MARK DISK
 QT0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0305_STAMPING: J 26 1934
 QT0305_MARK LOGO: CGS
 QT0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0305+STABILITY: SURFACE MOTION
 QT0305
 QT0305  HISTORY     - Date     Condition        Report By
 QT0305  HISTORY     - 1934     MONUMENTED       CGS
 QT0305
 QT0305                          STATION DESCRIPTION
 QT0305
 QT0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0305'13.5 MI S FROM BUFFALO.
 QT0305'13.5 MILES S OF AND ALONG U.S. HWY 85 72 FT E OF CENTER OF
 QT0305'HIGHWAY, 42 YARDS SE OF SMALL IRON CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0259 ***********************************************************************
 QR0259  DESIGNATION -  J 27
 QR0259  PID         -  QR0259
 QR0259  STATE/COUNTY-  SD/EDMUNDS
 QR0259  COUNTRY     -  US
 QR0259  USGS QUAD   -  BOWDLE (2017)
 QR0259
 QR0259                         *CURRENT SURVEY CONTROL
 QR0259  ______________________________________________________________________
 QR0259* NAD 83(1986) POSITION- 45 27 01.     (N) 099 39 07.     (W)   SCALED
 QR0259* NAVD 88 ORTHO HEIGHT -   611.250 (meters)     2005.41  (feet) ADJUSTED
 QR0259  ______________________________________________________________________
 QR0259  GEOID HEIGHT    -        -22.732 (meters)                     GEOID18
 QR0259  DYNAMIC HEIGHT  -        611.181 (meters)     2005.18  (feet) COMP
 QR0259  MODELED GRAVITY -    980,483.6   (mgal)                       NAVD 88
 QR0259
 QR0259  VERT ORDER      -  FIRST     CLASS II
 QR0259
 QR0259.The horizontal coordinates were scaled from a map and have
 QR0259.an estimated accuracy of +/- 6 seconds.
 QR0259
 QR0259.The orthometric height was determined by differential leveling and
 QR0259.adjusted by the NATIONAL GEODETIC SURVEY
 QR0259.in June 1991.
 QR0259
 QR0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0259.GEOID18 height accuracy estimate available here.
 QR0259
 QR0259.Click photographs - Photos may exist for this station.
 QR0259
 QR0259.The dynamic height is computed by dividing the NAVD 88
 QR0259.geopotential number by the normal gravity value computed on the
 QR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0259.degrees latitude (g = 980.6199 gals.).
 QR0259
 QR0259.The modeled gravity was interpolated from observed gravity values.
 QR0259
 QR0259;                    North         East    Units  Estimated Accuracy
 QR0259;SPC SD N     -   179,740.      627,230.      MT  (+/- 180 meters Scaled)
 QR0259
 QR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR490331(NAD 83)
 QR0259
 QR0259                          SUPERSEDED SURVEY CONTROL
 QR0259
 QR0259  NGVD 29 (??/??/92)  610.858  (m)         2004.12   (f) ADJ UNCH    1 2
 QR0259
 QR0259.Superseded values are not recommended for survey control.
 QR0259
 QR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0259.See file dsdata.pdf to determine how the superseded data were derived.
 QR0259
 QR0259_MARKER: DB = BENCH MARK DISK
 QR0259_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QR0259+WITH SETTING: PAVEMENT
 QR0259_SP_SET: FLAGPOLE BASE
 QR0259_STAMPING: J 27 1934
 QR0259_MARK LOGO: CGS
 QR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0259+STABILITY: SURFACE MOTION
 QR0259
 QR0259  HISTORY     - Date     Condition        Report By
 QR0259  HISTORY     - 1934     MONUMENTED       CGS
 QR0259  HISTORY     - 1941     GOOD             CGS
 QR0259  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0259
 QR0259                          STATION DESCRIPTION
 QR0259
 QR0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0259'AT BOWDLE.
 QR0259'AT BOWDLE, EDMUNDS COUNTY, AT THE CONSOLIDATED SCHOOL, WEST OF
 QR0259'THE BUILDING, AT THE FLAG POLE, AND IN THE TOP OF THE SOUTHEAST
 QR0259'CORNER OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED
 QR0259'J 27 1934.
 QR0259
 QR0259                          STATION RECOVERY (1997)
 QR0259
 QR0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0259'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0099 ***********************************************************************
 QS0099  DESIGNATION -  J 28
 QS0099  PID         -  QS0099
 QS0099  STATE/COUNTY-  SD/WALWORTH
 QS0099  COUNTRY     -  US
 QS0099  USGS QUAD   -  MOBRIDGE (2017)
 QS0099
 QS0099                         *CURRENT SURVEY CONTROL
 QS0099  ______________________________________________________________________
 QS0099* NAD 83(1986) POSITION- 45 32 33.     (N) 100 25 56.     (W)   SCALED
 QS0099* NAVD 88 ORTHO HEIGHT -   511.302 (meters)     1677.50  (feet) ADJUSTED
 QS0099  ______________________________________________________________________
 QS0099  GEOID HEIGHT    -        -21.835 (meters)                     GEOID18
 QS0099  DYNAMIC HEIGHT  -        511.258 (meters)     1677.35  (feet) COMP
 QS0099  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 QS0099
 QS0099  VERT ORDER      -  FIRST     CLASS II
 QS0099
 QS0099.The horizontal coordinates were scaled from a map and have
 QS0099.an estimated accuracy of +/- 6 seconds.
 QS0099
 QS0099.The orthometric height was determined by differential leveling and
 QS0099.adjusted by the NATIONAL GEODETIC SURVEY
 QS0099.in June 1991.
 QS0099
 QS0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0099.GEOID18 height accuracy estimate available here.
 QS0099
 QS0099.Click photographs - Photos may exist for this station.
 QS0099
 QS0099.The dynamic height is computed by dividing the NAVD 88
 QS0099.geopotential number by the normal gravity value computed on the
 QS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0099.degrees latitude (g = 980.6199 gals.).
 QS0099
 QS0099.The modeled gravity was interpolated from observed gravity values.
 QS0099
 QS0099;                    North         East    Units  Estimated Accuracy
 QS0099;SPC SD N     -   190,020.      566,250.      MT  (+/- 180 meters Scaled)
 QS0099
 QS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR881442(NAD 83)
 QS0099
 QS0099                          SUPERSEDED SURVEY CONTROL
 QS0099
 QS0099  NGVD 29 (??/??/92)  510.943  (m)         1676.32   (f) ADJ UNCH    1 2
 QS0099
 QS0099.Superseded values are not recommended for survey control.
 QS0099
 QS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0099.See file dsdata.pdf to determine how the superseded data were derived.
 QS0099
 QS0099_MARKER: DB = BENCH MARK DISK
 QS0099_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QS0099_SP_SET: BUILDING
 QS0099_STAMPING: J 28 1934
 QS0099_MARK LOGO: CGS
 QS0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0099+STABILITY: POSITION/ELEVATION WELL
 QS0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0099+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1999
 QS0099
 QS0099  HISTORY     - Date     Condition        Report By
 QS0099  HISTORY     - 1934     MONUMENTED       CGS
 QS0099  HISTORY     - 1945     GOOD             CGS
 QS0099  HISTORY     - 19971110 GOOD             NGS
 QS0099  HISTORY     - 19990624 GOOD             NGS
 QS0099
 QS0099                          STATION DESCRIPTION
 QS0099
 QS0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0099'AT MOBRIDGE.
 QS0099'AT MOBRIDGE, WALWORTH COUNTY, AT THE SENIOR HIGH SCHOOL, IN THE
 QS0099'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, AND ABOUT 60 FEET
 QS0099'EAST OF THE CENTERLINE OF THE MAIN ENTRANCE.  A STANDARD DISK,
 QS0099'STAMPED J 28 1934 AND SET VERTICALLY.
 QS0099
 QS0099                          STATION RECOVERY (1997)
 QS0099
 QS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0099'IN MOBRIDGE, AT THE INTERSECTION OF EAST 1ST AVENUE AND EAST 10TH
 QS0099'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOBRIDGE HIGH SCHOOL,
 QS0099'47.5 M (155.8 FT) NORTH OF THE STREET CENTER, 14.6 M (47.9 FT) WEST OF
 QS0099'THE AVENUE CENTER, 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE, AND 0.3 M
 QS0099'(1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 QS0099
 QS0099                          STATION RECOVERY (1999)
 QS0099
 QS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0099'IN MOBRIDGE, AT THE INTERSECTION OF EAST 1ST AVENUE AND EAST 10TH
 QS0099'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOBRIDGE HIGH SCHOOL,
 QS0099'47.5 M (155.8 FT) NORTH OF THE STREET CENTER, 14.6 M (47.9 FT) WEST OF
 QS0099'THE AVENUE CENTER, 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE, AND 0.3 M
 QS0099'(1.0 FT) WEST OF THE SOUTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0006 ***********************************************************************
 QT0006  DESIGNATION -  J 29
 QT0006  PID         -  QT0006
 QT0006  STATE/COUNTY-  SD/PERKINS
 QT0006  COUNTRY     -  US
 QT0006  USGS QUAD   -  BISON (2017)
 QT0006
 QT0006                         *CURRENT SURVEY CONTROL
 QT0006  ______________________________________________________________________
 QT0006* NAD 83(1986) POSITION- 45 31 47.     (N) 102 26 11.     (W)   SCALED
 QT0006* NAVD 88 ORTHO HEIGHT -   845.587 (meters)     2774.23  (feet) ADJUSTED
 QT0006  ______________________________________________________________________
 QT0006  GEOID HEIGHT    -        -18.228 (meters)                     GEOID18
 QT0006  DYNAMIC HEIGHT  -        845.452 (meters)     2773.79  (feet) COMP
 QT0006  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 QT0006
 QT0006  VERT ORDER      -  FIRST     CLASS II
 QT0006
 QT0006.The horizontal coordinates were scaled from a map and have
 QT0006.an estimated accuracy of +/- 6 seconds.
 QT0006
 QT0006.The orthometric height was determined by differential leveling and
 QT0006.adjusted by the NATIONAL GEODETIC SURVEY
 QT0006.in June 1991.
 QT0006
 QT0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0006.GEOID18 height accuracy estimate available here.
 QT0006
 QT0006.Click photographs - Photos may exist for this station.
 QT0006
 QT0006.The dynamic height is computed by dividing the NAVD 88
 QT0006.geopotential number by the normal gravity value computed on the
 QT0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0006.degrees latitude (g = 980.6199 gals.).
 QT0006
 QT0006.The modeled gravity was interpolated from observed gravity values.
 QT0006
 QT0006;                    North         East    Units  Estimated Accuracy
 QT0006;SPC SD N     -   191,380.      409,710.      MT  (+/- 180 meters Scaled)
 QT0006
 QT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL001449(NAD 83)
 QT0006
 QT0006                          SUPERSEDED SURVEY CONTROL
 QT0006
 QT0006  NGVD 29 (??/??/92)  845.134  (m)         2772.74   (f) ADJ UNCH    1 2
 QT0006
 QT0006.Superseded values are not recommended for survey control.
 QT0006
 QT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0006.See file dsdata.pdf to determine how the superseded data were derived.
 QT0006
 QT0006_MARKER: DB = BENCH MARK DISK
 QT0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0006_STAMPING: J 29 1934
 QT0006_MARK LOGO: CGS
 QT0006_PROJECTION: FLUSH
 QT0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0006+STABILITY: SURFACE MOTION
 QT0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0006+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0006
 QT0006  HISTORY     - Date     Condition        Report By
 QT0006  HISTORY     - 1934     MONUMENTED       CGS
 QT0006  HISTORY     - 1954     MARK NOT FOUND   USGS
 QT0006  HISTORY     - 19990527 GOOD             NGS
 QT0006
 QT0006                          STATION DESCRIPTION
 QT0006
 QT0006'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QT0006'2 MI NE FROM BISON.
 QT0006'2.0 MILES EAST ALONG STATE HIGHWAY 8 FROM BISON, PERKINS COUNTY,
 QT0006'AT THE JUNCTION WITH A T-ROAD LEADING SOUTH, 38 FEET WEST OF THE
 QT0006'CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE
 QT0006'HIGHWAY, AT AN L-ANGLE IN THE FENCE, 6 FEET SOUTH OF THE
 QT0006'EAST-AND-WEST FENCE, AND 4 FEET WEST OF THE NORTH-AND-SOUTH FENCE.
 QT0006'A STANDARD DISK, STAMPED J 29 1934 AND SET IN THE TOP OF A CONCRETE
 QT0006'POST.
 QT0006
 QT0006                          STATION RECOVERY (1999)
 QT0006
 QT0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0006'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 QT0006'BISON, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG STATE HIGHWAY 20, 43.8 M
 QT0006'(143.7 FT) EAST OF MILEPOST 84, 12.0 M (39.4 FT) SOUTH OF THE HIGHWAY
 QT0006'CENTERLINE, 11.0 M (36.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 QT0006'1.6 M (5.2 FT) WEST OF A FENCE, 1.1 M (3.6 FT) SOUTH OF A WITNESS POST
 QT0006'AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 QT0006'MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON
 QT0006'PROPERTY OWNED BY TED BROCKEL, BOX 91, BISON, SD 57620.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0326 ***********************************************************************
 QR0326  DESIGNATION -  J 295
 QR0326  PID         -  QR0326
 QR0326  STATE/COUNTY-  SD/POTTER
 QR0326  COUNTRY     -  US
 QR0326  USGS QUAD   -  GETTYSBURG (2017)
 QR0326
 QR0326                         *CURRENT SURVEY CONTROL
 QR0326  ______________________________________________________________________
 QR0326* NAD 83(1986) POSITION- 45 03 25.     (N) 099 56 21.     (W)   SCALED
 QR0326* NAVD 88 ORTHO HEIGHT -   657.714 (meters)     2157.85  (feet) ADJUSTED
 QR0326  ______________________________________________________________________
 QR0326  GEOID HEIGHT    -        -22.495 (meters)                     GEOID18
 QR0326  DYNAMIC HEIGHT  -        657.618 (meters)     2157.54  (feet) COMP
 QR0326  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 QR0326
 QR0326  VERT ORDER      -  SECOND    CLASS 0
 QR0326
 QR0326.The horizontal coordinates were scaled from a map and have
 QR0326.an estimated accuracy of +/- 6 seconds.
 QR0326
 QR0326.The orthometric height was determined by differential leveling and
 QR0326.adjusted by the NATIONAL GEODETIC SURVEY
 QR0326.in June 1991.
 QR0326
 QR0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0326.GEOID18 height accuracy estimate available here.
 QR0326
 QR0326.Click photographs - Photos may exist for this station.
 QR0326
 QR0326.The dynamic height is computed by dividing the NAVD 88
 QR0326.geopotential number by the normal gravity value computed on the
 QR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0326.degrees latitude (g = 980.6199 gals.).
 QR0326
 QR0326.The modeled gravity was interpolated from observed gravity values.
 QR0326
 QR0326;                    North         East    Units  Estimated Accuracy
 QR0326;SPC SD N     -   135,970.      604,790.      MT  (+/- 180 meters Scaled)
 QR0326
 QR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ260897(NAD 83)
 QR0326
 QR0326                          SUPERSEDED SURVEY CONTROL
 QR0326
 QR0326  NGVD 29 (??/??/92)  657.332  (m)         2156.60   (f) ADJ UNCH    2 0
 QR0326
 QR0326.Superseded values are not recommended for survey control.
 QR0326
 QR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0326.See file dsdata.pdf to determine how the superseded data were derived.
 QR0326
 QR0326_MARKER: DB = BENCH MARK DISK
 QR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0326_STAMPING: J 295 1940
 QR0326_MARK LOGO: CGS
 QR0326_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0326+STABILITY: SURFACE MOTION
 QR0326
 QR0326  HISTORY     - Date     Condition        Report By
 QR0326  HISTORY     - 1940     MONUMENTED       CGS
 QR0326
 QR0326                          STATION DESCRIPTION
 QR0326
 QR0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0326'3.3 MI N FROM GETTYSBURG.
 QR0326'3.3 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER TOWER
 QR0326'AT GETTYSBURG, POTTER COUNTY, AT A ROAD INTERSECTION, 29 FEET
 QR0326'SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD, 51.8 FEET EAST
 QR0326'OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 FOOT EAST OF A WHITE
 QR0326'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 295 1940 AND
 QR0326'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 QR0326'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0185 ***********************************************************************
 PS0185  DESIGNATION -  J 296
 PS0185  PID         -  PS0185
 PS0185  STATE/COUNTY-  SD/BEADLE
 PS0185  COUNTRY     -  US
 PS0185  USGS QUAD   -  WESSINGTON NE (2017)
 PS0185
 PS0185                         *CURRENT SURVEY CONTROL
 PS0185  ______________________________________________________________________
 PS0185* NAD 83(1986) POSITION- 44 25 09.     (N) 098 31 17.     (W)   SCALED
 PS0185* NAVD 88 ORTHO HEIGHT -   410.819 (meters)     1347.83  (feet) ADJUSTED
 PS0185  ______________________________________________________________________
 PS0185  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 PS0185  DYNAMIC HEIGHT  -        410.745 (meters)     1347.59  (feet) COMP
 PS0185  MODELED GRAVITY -    980,426.0   (mgal)                       NAVD 88
 PS0185
 PS0185  VERT ORDER      -  SECOND    CLASS 0
 PS0185
 PS0185.The horizontal coordinates were scaled from a map and have
 PS0185.an estimated accuracy of +/- 6 seconds.
 PS0185
 PS0185.The orthometric height was determined by differential leveling and
 PS0185.adjusted by the NATIONAL GEODETIC SURVEY
 PS0185.in June 1991.
 PS0185
 PS0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0185.GEOID18 height accuracy estimate available here.
 PS0185
 PS0185.Click photographs - Photos may exist for this station.
 PS0185
 PS0185.The dynamic height is computed by dividing the NAVD 88
 PS0185.geopotential number by the normal gravity value computed on the
 PS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0185.degrees latitude (g = 980.6199 gals.).
 PS0185
 PS0185.The modeled gravity was interpolated from observed gravity values.
 PS0185
 PS0185;                    North         East    Units  Estimated Accuracy
 PS0185;SPC SD N     -    66,180.      717,750.      MT  (+/- 180 meters Scaled)
 PS0185
 PS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ381185(NAD 83)
 PS0185
 PS0185                          SUPERSEDED SURVEY CONTROL
 PS0185
 PS0185  NGVD 29 (??/??/92)  410.514  (m)         1346.83   (f) ADJ UNCH    2 0
 PS0185
 PS0185.Superseded values are not recommended for survey control.
 PS0185
 PS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0185.See file dsdata.pdf to determine how the superseded data were derived.
 PS0185
 PS0185_MARKER: DB = BENCH MARK DISK
 PS0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0185_STAMPING: J 296 1940
 PS0185_MARK LOGO: CGS
 PS0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0185+STABILITY: SURFACE MOTION
 PS0185
 PS0185  HISTORY     - Date     Condition        Report By
 PS0185  HISTORY     - 1940     MONUMENTED       CGS
 PS0185
 PS0185                          STATION DESCRIPTION
 PS0185
 PS0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0185'2.2 MI W FROM WOLSEY.
 PS0185'2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0185'THE STATION AT WOLSEY, BEADLE COUNTY, 61.7 FEET EAST OF THE
 PS0185'SEVENTH POLE WEST OF BRIDGE 152, 31.9 FEET SOUTH OF THE SOUTH
 PS0185'RAIL, IN THE TOP OF A 1.4- BY 3-FOOT GRANITE BOULDER, AND 3.0
 PS0185'FEET SOUTH OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED
 PS0185'J 296 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PS0185'7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0491 ***********************************************************************
 OR0491  DESIGNATION -  J 300
 OR0491  PID         -  OR0491
 OR0491  STATE/COUNTY-  SD/BRULE
 OR0491  COUNTRY     -  US
 OR0491  USGS QUAD   -  RED LAKE WEST (2017)
 OR0491
 OR0491                         *CURRENT SURVEY CONTROL
 OR0491  ______________________________________________________________________
 OR0491* NAD 83(1986) POSITION- 43 41 16.     (N) 099 18 40.     (W)   SCALED
 OR0491* NAVD 88 ORTHO HEIGHT -   495.786 (meters)     1626.59  (feet) ADJUSTED
 OR0491  ______________________________________________________________________
 OR0491  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 OR0491  DYNAMIC HEIGHT  -        495.639 (meters)     1626.11  (feet) COMP
 OR0491  MODELED GRAVITY -    980,309.1   (mgal)                       NAVD 88
 OR0491
 OR0491  VERT ORDER      -  SECOND    CLASS 0
 OR0491
 OR0491.The horizontal coordinates were scaled from a map and have
 OR0491.an estimated accuracy of +/- 6 seconds.
 OR0491
 OR0491.The orthometric height was determined by differential leveling and
 OR0491.adjusted by the NATIONAL GEODETIC SURVEY
 OR0491.in June 1991.
 OR0491
 OR0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0491.GEOID18 height accuracy estimate available here.
 OR0491
 OR0491.Click photographs - Photos may exist for this station.
 OR0491
 OR0491.The dynamic height is computed by dividing the NAVD 88
 OR0491.geopotential number by the normal gravity value computed on the
 OR0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0491.degrees latitude (g = 980.6199 gals.).
 OR0491
 OR0491.The modeled gravity was interpolated from observed gravity values.
 OR0491
 OR0491;                    North         East    Units  Estimated Accuracy
 OR0491;SPC SD S     -   150,970.      682,410.      MT  (+/- 180 meters Scaled)
 OR0491
 OR0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP749372(NAD 83)
 OR0491
 OR0491                          SUPERSEDED SURVEY CONTROL
 OR0491
 OR0491  NGVD 29 (??/??/92)  495.441  (m)         1625.46   (f) ADJ UNCH    2 0
 OR0491
 OR0491.Superseded values are not recommended for survey control.
 OR0491
 OR0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0491.See file dsdata.pdf to determine how the superseded data were derived.
 OR0491
 OR0491_MARKER: DB = BENCH MARK DISK
 OR0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0491_STAMPING: J 300 1945
 OR0491_MARK LOGO: CGS
 OR0491_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0491+STABILITY: SURFACE MOTION
 OR0491
 OR0491  HISTORY     - Date     Condition        Report By
 OR0491  HISTORY     - 1945     MONUMENTED       CGS
 OR0491  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0491
 OR0491                          STATION DESCRIPTION
 OR0491
 OR0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0491'8.9 MI SE FROM CHAMBERLAIN.
 OR0491'8.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0491'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0491'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0491'THENCE 6.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0491'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 32 FEET EAST OF THE
 OR0491'CENTER LINE OF THE GRAVEL ROAD, 32 FEET NORTH OF THE CENTER LINE
 OR0491'OF THE DIRT ROAD, 4 FEET NORTHWEST OF A POLE, 3 FEET WEST OF A
 OR0491'FENCE CORNER, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 OR0491'LEVEL WITH THE GROUND, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0491'4 INCHES ABOVE GROUND.
 OR0491
 OR0491                          STATION RECOVERY (1974)
 OR0491
 OR0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0685 ***********************************************************************
 OR0685  DESIGNATION -  J 301
 OR0685  PID         -  OR0685
 OR0685  STATE/COUNTY-  SD/CHARLES MIX
 OR0685  COUNTRY     -  US
 OR0685  USGS QUAD   -  ACADEMY (2017)
 OR0685
 OR0685                         *CURRENT SURVEY CONTROL
 OR0685  ______________________________________________________________________
 OR0685* NAD 83(1986) POSITION- 43 27 24.     (N) 099 06 52.     (W)   SCALED
 OR0685* NAVD 88 ORTHO HEIGHT -   516.589 (meters)     1694.84  (feet) ADJUSTED
 OR0685  ______________________________________________________________________
 OR0685  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 OR0685  DYNAMIC HEIGHT  -        516.418 (meters)     1694.28  (feet) COMP
 OR0685  MODELED GRAVITY -    980,272.9   (mgal)                       NAVD 88
 OR0685
 OR0685  VERT ORDER      -  SECOND    CLASS 0
 OR0685
 OR0685.The horizontal coordinates were scaled from a map and have
 OR0685.an estimated accuracy of +/- 6 seconds.
 OR0685
 OR0685.The orthometric height was determined by differential leveling and
 OR0685.adjusted by the NATIONAL GEODETIC SURVEY
 OR0685.in June 1991.
 OR0685
 OR0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0685.GEOID18 height accuracy estimate available here.
 OR0685
 OR0685.Click photographs - Photos may exist for this station.
 OR0685
 OR0685.The dynamic height is computed by dividing the NAVD 88
 OR0685.geopotential number by the normal gravity value computed on the
 OR0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0685.degrees latitude (g = 980.6199 gals.).
 OR0685
 OR0685.The modeled gravity was interpolated from observed gravity values.
 OR0685
 OR0685;                    North         East    Units  Estimated Accuracy
 OR0685;SPC SD S     -   125,520.      698,640.      MT  (+/- 180 meters Scaled)
 OR0685
 OR0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP907115(NAD 83)
 OR0685
 OR0685                          SUPERSEDED SURVEY CONTROL
 OR0685
 OR0685  NGVD 29 (??/??/92)  516.236  (m)         1693.68   (f) ADJ UNCH    2 0
 OR0685
 OR0685.Superseded values are not recommended for survey control.
 OR0685
 OR0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0685.See file dsdata.pdf to determine how the superseded data were derived.
 OR0685
 OR0685_MARKER: DB = BENCH MARK DISK
 OR0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0685_STAMPING: J 301 1945
 OR0685_MARK LOGO: CGS
 OR0685_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0685+STABILITY: SURFACE MOTION
 OR0685
 OR0685  HISTORY     - Date     Condition        Report By
 OR0685  HISTORY     - 1945     MONUMENTED       CGS
 OR0685  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0685
 OR0685                          STATION DESCRIPTION
 OR0685
 OR0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0685'1.6 MI W FROM ACADEMY.
 OR0685'1.6 MILES WEST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH MARK
 OR0685'MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH, THENCE
 OR0685'1.5 MILES WEST ALONG A GRAVEL ROAD.  IT IS AT THE T-INTERSECTION
 OR0685'OF A DIRT ROAD LEADING SOUTH, 72 FEET EAST OF THE CENTER LINE OF
 OR0685'THE T-ROAD, 29.5 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 OR0685'3 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 OR0685'POST, AND ABOUT 4 FEET HIGHER THAN THE GRAVEL ROAD.  SET IN THE
 OR0685'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OR0685
 OR0685                          STATION RECOVERY (1971)
 OR0685
 OR0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0454 ***********************************************************************
 OR0454  DESIGNATION -  J 302
 OR0454  PID         -  OR0454
 OR0454  STATE/COUNTY-  SD/LYMAN
 OR0454  COUNTRY     -  US
 OR0454  USGS QUAD   -  IONA NW (2017)
 OR0454
 OR0454                         *CURRENT SURVEY CONTROL
 OR0454  ______________________________________________________________________
 OR0454* NAD 83(1986) POSITION- 43 44 45.     (N) 099 27 02.     (W)   SCALED
 OR0454* NAVD 88 ORTHO HEIGHT -   484.032 (meters)     1588.03  (feet) ADJUSTED
 OR0454  ______________________________________________________________________
 OR0454  GEOID HEIGHT    -        -25.807 (meters)                     GEOID18
 OR0454  DYNAMIC HEIGHT  -        483.891 (meters)     1587.57  (feet) COMP
 OR0454  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 OR0454
 OR0454  VERT ORDER      -  SECOND    CLASS 0
 OR0454
 OR0454.The horizontal coordinates were scaled from a map and have
 OR0454.an estimated accuracy of +/- 6 seconds.
 OR0454
 OR0454.The orthometric height was determined by differential leveling and
 OR0454.adjusted by the NATIONAL GEODETIC SURVEY
 OR0454.in June 1991.
 OR0454
 OR0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0454.GEOID18 height accuracy estimate available here.
 OR0454
 OR0454.Click photographs - Photos may exist for this station.
 OR0454
 OR0454.The dynamic height is computed by dividing the NAVD 88
 OR0454.geopotential number by the normal gravity value computed on the
 OR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0454.degrees latitude (g = 980.6199 gals.).
 OR0454
 OR0454.The modeled gravity was interpolated from observed gravity values.
 OR0454
 OR0454;                    North         East    Units  Estimated Accuracy
 OR0454;SPC SD S     -   157,300.      671,100.      MT  (+/- 180 meters Scaled)
 OR0454
 OR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP637437(NAD 83)
 OR0454
 OR0454                          SUPERSEDED SURVEY CONTROL
 OR0454
 OR0454  NGVD 29 (??/??/92)  483.695  (m)         1586.92   (f) ADJ UNCH    2 0
 OR0454
 OR0454.Superseded values are not recommended for survey control.
 OR0454
 OR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0454.See file dsdata.pdf to determine how the superseded data were derived.
 OR0454
 OR0454_MARKER: DB = BENCH MARK DISK
 OR0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0454_STAMPING: J 302 1945
 OR0454_MARK LOGO: CGS
 OR0454_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0454+STABILITY: SURFACE MOTION
 OR0454
 OR0454  HISTORY     - Date     Condition        Report By
 OR0454  HISTORY     - 1945     MONUMENTED       CGS
 OR0454  HISTORY     - 1984     GOOD             NGS
 OR0454
 OR0454                          STATION DESCRIPTION
 OR0454
 OR0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0454'0.8 MI W FROM OACOMA.
 OR0454'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0454'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0454'AT OACOMA, LYMAN COUNTY, 5.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0454'47, 0.2 MILE EAST OF A SCHOOLHOUSE, 42 FEET SOUTH OF THE CENTERLINE
 OR0454'OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WHITE
 OR0454'WOODEN WITNESS POST, AND 5 FEET LOWER THAN THE HIGHWAY.  AN IRON
 OR0454'BENCH MARK DISK, STAMPED J 302 1945 AND SET IN THE TOP OF A
 OR0454'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OR0454
 OR0454                          STATION RECOVERY (1984)
 OR0454
 OR0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0454'0.15 KM (0.1 MI) NORTH ALONG ASPHALT ROAD, FROM EXIT 260 ON
 OR0454'INTERSTATE 90, IN OACONA, THENCE WEST 1.5 KM (0.95 MI), THENCE SOUTH
 OR0454'AND WEST 2.7 KM (1.7 MI) TO A FORK, THENCE RIGHT, UPHILL, 3.0 KM (1.9
 OR0454'MI) TO A ROAD RIGHT, THENCE STRAIGHT AHEAD SOUTH, 5.0 KM (3.1 MI)
 OR0454'ALONG MAIN GRAVELED ROAD, 12.8 M (42 FT) SOUTH OF CENTER OF ROAD, 0.6
 OR0454'M (2 FT) EAST OF A WOODEN WITNESS POST AND 0.3 M (1.0 FT) NORTH OF A
 OR0454'FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0518 ***********************************************************************
 OR0518  DESIGNATION -  J 303
 OR0518  PID         -  OR0518
 OR0518  STATE/COUNTY-  SD/GREGORY
 OR0518  COUNTRY     -  US
 OR0518  USGS QUAD   -  GREGORY (2017)
 OR0518
 OR0518                         *CURRENT SURVEY CONTROL
 OR0518  ______________________________________________________________________
 OR0518* NAD 83(1986) POSITION- 43 14 36.     (N) 099 29 41.     (W)   SCALED
 OR0518* NAVD 88 ORTHO HEIGHT -   662.798 (meters)     2174.53  (feet) ADJUSTED
 OR0518  ______________________________________________________________________
 OR0518  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 OR0518  DYNAMIC HEIGHT  -        662.547 (meters)     2173.71  (feet) COMP
 OR0518  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 OR0518
 OR0518  VERT ORDER      -  SECOND    CLASS 0
 OR0518
 OR0518.The horizontal coordinates were scaled from a map and have
 OR0518.an estimated accuracy of +/- 6 seconds.
 OR0518
 OR0518.The orthometric height was determined by differential leveling and
 OR0518.adjusted by the NATIONAL GEODETIC SURVEY
 OR0518.in June 1991.
 OR0518
 OR0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0518.GEOID18 height accuracy estimate available here.
 OR0518
 OR0518.Click photographs - Photos may exist for this station.
 OR0518
 OR0518.The dynamic height is computed by dividing the NAVD 88
 OR0518.geopotential number by the normal gravity value computed on the
 OR0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0518.degrees latitude (g = 980.6199 gals.).
 OR0518
 OR0518.The modeled gravity was interpolated from observed gravity values.
 OR0518
 OR0518;                    North         East    Units  Estimated Accuracy
 OR0518;SPC SD S     -   101,440.      668,110.      MT  (+/- 180 meters Scaled)
 OR0518
 OR0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN598879(NAD 83)
 OR0518
 OR0518                          SUPERSEDED SURVEY CONTROL
 OR0518
 OR0518  NGVD 29 (??/??/92)  662.454  (m)         2173.40   (f) ADJ UNCH    2 0
 OR0518
 OR0518.Superseded values are not recommended for survey control.
 OR0518
 OR0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0518.See file dsdata.pdf to determine how the superseded data were derived.
 OR0518
 OR0518_MARKER: DB = BENCH MARK DISK
 OR0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0518_STAMPING: J 303 1945
 OR0518_MARK LOGO: CGS
 OR0518_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0518+STABILITY: SURFACE MOTION
 OR0518
 OR0518  HISTORY     - Date     Condition        Report By
 OR0518  HISTORY     - 1945     MONUMENTED       CGS
 OR0518
 OR0518                          STATION DESCRIPTION
 OR0518
 OR0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0518'1.1 MI E FROM DALLAS.
 OR0518'ABOUT 1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 OR0518'FROM THE STATION AT DALLAS, AT A ROAD CROSSING, 50.3 FEET SOUTH
 OR0518'OF AND ABOUT 7.0 FEET HIGHER THAN THE CENTER LINE OF THE TRACKS,
 OR0518'41.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTHWEST
 OR0518'OF THE SIXTH POLE WEST OF MILE POST 152, 5.0 FEET NORTHWEST OF
 OR0518'A FENCE CORNER, 1.0 FOOT NORTH OF THE RIGHT OF WAY FENCE AND
 OR0518'2.0 FEET EAST OF A 4 X 4 MARKER POST.  AN IRON DISK, STAMPED
 OR0518'J 303 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OR0518'1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0157 ***********************************************************************
 QS0157  DESIGNATION -  J 304
 QS0157  PID         -  QS0157
 QS0157  STATE/COUNTY-  SD/DEWEY
 QS0157  COUNTRY     -  US
 QS0157  USGS QUAD   -  MOREAU NW (2017)
 QS0157
 QS0157                         *CURRENT SURVEY CONTROL
 QS0157  ______________________________________________________________________
 QS0157* NAD 83(1986) POSITION- 45 23 10.     (N) 100 26 54.     (W)   SCALED
 QS0157* NAVD 88 ORTHO HEIGHT -   522.720 (meters)     1714.96  (feet) ADJUSTED
 QS0157  ______________________________________________________________________
 QS0157  GEOID HEIGHT    -        -21.885 (meters)                     GEOID18
 QS0157  DYNAMIC HEIGHT  -        522.672 (meters)     1714.80  (feet) COMP
 QS0157  MODELED GRAVITY -    980,508.8   (mgal)                       NAVD 88
 QS0157
 QS0157  VERT ORDER      -  SECOND    CLASS 0
 QS0157
 QS0157.The horizontal coordinates were scaled from a map and have
 QS0157.an estimated accuracy of +/- 6 seconds.
 QS0157
 QS0157.The orthometric height was determined by differential leveling and
 QS0157.adjusted by the NATIONAL GEODETIC SURVEY
 QS0157.in June 1991.
 QS0157
 QS0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0157.GEOID18 height accuracy estimate available here.
 QS0157
 QS0157.Click photographs - Photos may exist for this station.
 QS0157
 QS0157.The dynamic height is computed by dividing the NAVD 88
 QS0157.geopotential number by the normal gravity value computed on the
 QS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0157.degrees latitude (g = 980.6199 gals.).
 QS0157
 QS0157.The modeled gravity was interpolated from observed gravity values.
 QS0157
 QS0157;                    North         East    Units  Estimated Accuracy
 QS0157;SPC SD N     -   172,650.      564,890.      MT  (+/- 180 meters Scaled)
 QS0157
 QS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR866268(NAD 83)
 QS0157
 QS0157                          SUPERSEDED SURVEY CONTROL
 QS0157
 QS0157  NGVD 29 (??/??/92)  522.364  (m)         1713.79   (f) ADJ UNCH    2 0
 QS0157
 QS0157.Superseded values are not recommended for survey control.
 QS0157
 QS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0157.See file dsdata.pdf to determine how the superseded data were derived.
 QS0157
 QS0157_MARKER: DB = BENCH MARK DISK
 QS0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0157_STAMPING: J 304 1945
 QS0157_MARK LOGO: CGS
 QS0157_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0157+STABILITY: SURFACE MOTION
 QS0157
 QS0157  HISTORY     - Date     Condition        Report By
 QS0157  HISTORY     - 1945     MONUMENTED       CGS
 QS0157
 QS0157                          STATION DESCRIPTION
 QS0157
 QS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0157'13.8 MI S FROM MOBRIDGE.
 QS0157'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0157'THENCE WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0157'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 8.6
 QS0157'MILES ALONG GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ON THE
 QS0157'SOUTH SLOPE OF A HILL, ABOUT 0.7 MILES NORTH OF THE INTERSECTION
 QS0157'OF TWO GRAVELED ROADS, 72.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET
 QS0157'LOWER THAN CENTERLINE OF ROAD, 1.0 FEET SOUTH OF A 4 X 4 MARKER
 QS0157'POST.  AN IRON DISK STAMPED J 304 1945 IS SET IN TOP OF A CONCRETE
 QS0157'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0181 ***********************************************************************
 QS0181  DESIGNATION -  J 305
 QS0181  PID         -  QS0181
 QS0181  STATE/COUNTY-  SD/DEWEY
 QS0181  COUNTRY     -  US
 QS0181  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0181
 QS0181                         *CURRENT SURVEY CONTROL
 QS0181  ______________________________________________________________________
 QS0181* NAD 83(1986) POSITION- 45 07 01.02   (N) 100 19 37.54   (W)   HD_HELD1
 QS0181* NAVD 88 ORTHO HEIGHT -   469.217 (meters)     1539.42  (feet) ADJUSTED
 QS0181  ______________________________________________________________________
 QS0181  GEOID HEIGHT    -        -22.320 (meters)                     GEOID18
 QS0181  DYNAMIC HEIGHT  -        469.155 (meters)     1539.22  (feet) COMP
 QS0181  MODELED GRAVITY -    980,471.3   (mgal)                       NAVD 88
 QS0181
 QS0181  VERT ORDER      -  SECOND    CLASS 0
 QS0181
 QS0181.The horizontal coordinates were determined by differentially corrected
 QS0181.hand held GPS observations or other comparable positioning techniques
 QS0181.and have an estimated accuracy of +/- 3 meters.
 QS0181
 QS0181.The orthometric height was determined by differential leveling and
 QS0181.adjusted by the NATIONAL GEODETIC SURVEY
 QS0181.in June 1991.
 QS0181
 QS0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0181.GEOID18 height accuracy estimate available here.
 QS0181
 QS0181.Click photographs - Photos may exist for this station.
 QS0181
 QS0181.The dynamic height is computed by dividing the NAVD 88
 QS0181.geopotential number by the normal gravity value computed on the
 QS0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0181.degrees latitude (g = 980.6199 gals.).
 QS0181
 QS0181.The modeled gravity was interpolated from observed gravity values.
 QS0181
 QS0181;                    North         East    Units  Estimated Accuracy
 QS0181;SPC SD N     -   142,690.9     574,263.8     MT  (+/- 3 meters HH1 GPS) 
 QS0181
 QS0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9561796798(NAD 83)
 QS0181
 QS0181                          SUPERSEDED SURVEY CONTROL
 QS0181
 QS0181  NGVD 29 (??/??/92)  468.845  (m)         1538.20   (f) ADJ UNCH    2 0
 QS0181
 QS0181.Superseded values are not recommended for survey control.
 QS0181
 QS0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0181.See file dsdata.pdf to determine how the superseded data were derived.
 QS0181
 QS0181_MARKER: DB = BENCH MARK DISK
 QS0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0181_STAMPING: J 305 1945
 QS0181_MARK LOGO: CGS
 QS0181_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0181+STABILITY: SURFACE MOTION
 QS0181
 QS0181  HISTORY     - Date     Condition        Report By
 QS0181  HISTORY     - 1945     MONUMENTED       CGS
 QS0181
 QS0181                          STATION DESCRIPTION
 QS0181
 QS0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0181'9.5 MI NW FROM CHEYENNE AGENCY.
 QS0181'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0181'WESTERLY 9.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0181'MARK IS 0.1 MILES NORTH OF A PRIVATE DRIVEWAY LEADING EAST,
 QS0181'48.0 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN CENTERLINE
 QS0181'OF ROAD, 4.0 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH
 QS0181'ROW OF POLES WEST OF ROAD, 1.0 FOOT SOUTH OF A 4 X 4 MARKER
 QS0181'POST.  AN IRON DISK STAMPED J 305 1945 IS SET IN TOP OF
 QS0181'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0130 ***********************************************************************
 QS0130  DESIGNATION -  J 306 RESET
 QS0130  PID         -  QS0130
 QS0130  STATE/COUNTY-  SD/CORSON
 QS0130  COUNTRY     -  US
 QS0130  USGS QUAD   -  KENEL (2017)
 QS0130
 QS0130                         *CURRENT SURVEY CONTROL
 QS0130  ______________________________________________________________________
 QS0130* NAD 83(1986) POSITION- 45 45 38.     (N) 100 28 45.     (W)   SCALED
 QS0130* NAVD 88 ORTHO HEIGHT -   624.72  (meters)     2049.6   (feet) RESET
 QS0130  ______________________________________________________________________
 QS0130  GEOID HEIGHT    -        -21.641 (meters)                     GEOID18
 QS0130  VERT ORDER      -  THIRD
 QS0130
 QS0130.The horizontal coordinates were scaled from a map and have
 QS0130.an estimated accuracy of +/- 6 seconds.
 QS0130
 QS0130.The orthometric height was computed from unverified reset data.
 QS0130
 QS0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0130.GEOID18 height accuracy estimate available here.
 QS0130
 QS0130.Click photographs - Photos may exist for this station.
 QS0130
 QS0130;                    North         East    Units  Estimated Accuracy
 QS0130;SPC SD N     -   214,280.      562,720.      MT  (+/- 180 meters Scaled)
 QS0130
 QS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR849685(NAD 83)
 QS0130
 QS0130                          SUPERSEDED SURVEY CONTROL
 QS0130
 QS0130.No superseded survey control is available for this station.
 QS0130
 QS0130_MARKER: DB = BENCH MARK DISK
 QS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0130_STAMPING: J 306 RESET 1971
 QS0130_MARK LOGO: CGS
 QS0130_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0130+STABILITY: SURFACE MOTION
 QS0130
 QS0130  HISTORY     - Date     Condition        Report By
 QS0130  HISTORY     - 1971     MONUMENTED       NGS
 QS0130
 QS0130                          STATION DESCRIPTION
 QS0130
 QS0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QS0130'9.5 MI N FROM WAKPALA.
 QS0130'2.5 MILES EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT WAKPALA,
 QS0130'THENCE NORTH 7.0 MILES TO A T ROAD EAST, 124 FEET EAST OF THE
 QS0130'NORTH-SOUTH ROAD, 77 FEET NORTH OF THE ROAD EAST, 2.6 FEET EAST
 QS0130'OF A METAL WITNESS POST, IN A PASTURE ON TRIBAL LANDS, SET IN A
 QS0130'SQUARE CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0349 ***********************************************************************
 QS0349  DESIGNATION -  J 307
 QS0349  PID         -  QS0349
 QS0349  STATE/COUNTY-  SD/CORSON
 QS0349  COUNTRY     -  US
 QS0349  USGS QUAD   -  WAKPALA (2017)
 QS0349
 QS0349                         *CURRENT SURVEY CONTROL
 QS0349  ______________________________________________________________________
 QS0349* NAD 83(1986) POSITION- 45 43 06.     (N) 100 33 42.     (W)   SCALED
 QS0349* NAVD 88 ORTHO HEIGHT -   517.397 (meters)     1697.49  (feet) ADJUSTED
 QS0349  ______________________________________________________________________
 QS0349  GEOID HEIGHT    -        -21.512 (meters)                     GEOID18
 QS0349  DYNAMIC HEIGHT  -        517.356 (meters)     1697.36  (feet) COMP
 QS0349  MODELED GRAVITY -    980,520.2   (mgal)                       NAVD 88
 QS0349
 QS0349  VERT ORDER      -  SECOND    CLASS 0
 QS0349
 QS0349.The horizontal coordinates were scaled from a map and have
 QS0349.an estimated accuracy of +/- 6 seconds.
 QS0349
 QS0349.The orthometric height was determined by differential leveling and
 QS0349.adjusted by the NATIONAL GEODETIC SURVEY
 QS0349.in June 1991.
 QS0349
 QS0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0349.GEOID18 height accuracy estimate available here.
 QS0349
 QS0349.Click photographs - Photos may exist for this station.
 QS0349
 QS0349.The dynamic height is computed by dividing the NAVD 88
 QS0349.geopotential number by the normal gravity value computed on the
 QS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0349.degrees latitude (g = 980.6199 gals.).
 QS0349
 QS0349.The modeled gravity was interpolated from observed gravity values.
 QS0349
 QS0349;                    North         East    Units  Estimated Accuracy
 QS0349;SPC SD N     -   209,630.      556,270.      MT  (+/- 180 meters Scaled)
 QS0349
 QS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR784639(NAD 83)
 QS0349
 QS0349                          SUPERSEDED SURVEY CONTROL
 QS0349
 QS0349  NGVD 29 (??/??/92)  517.017  (m)         1696.25   (f) ADJ UNCH    2 0
 QS0349
 QS0349.Superseded values are not recommended for survey control.
 QS0349
 QS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0349.See file dsdata.pdf to determine how the superseded data were derived.
 QS0349
 QS0349_MARKER: DB = BENCH MARK DISK
 QS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0349_STAMPING: J 307 1945
 QS0349_MARK LOGO: CGS
 QS0349_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0349+STABILITY: SURFACE MOTION
 QS0349
 QS0349  HISTORY     - Date     Condition        Report By
 QS0349  HISTORY     - 1945     MONUMENTED       CGS
 QS0349
 QS0349                          STATION DESCRIPTION
 QS0349
 QS0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0349'1 MI SE FROM JEFFREY.
 QS0349'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0349'PACIFIC RAILROAD FROM THE STATION AT JEFFREY, CORSON COUNTY, 0.5
 QS0349'MILE NORTH OF A ROAD CROSSING, 78 FEET SOUTH OF A FENCE LINE,
 QS0349'50 FEET EAST OF THE CENTER LINE OF THE TRACK, 47 FEET NORTH OF A
 QS0349'POLE, 2 FEET EAST OF A RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF A WHITE
 QS0349'WOODEN WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE TRACK.  AN
 QS0349'IRON BENCH-MARK DISK, STAMPED J 307 1945 AND SET IN THE TOP OF A
 QS0349'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0224 ***********************************************************************
 QS0224  DESIGNATION -  J 308
 QS0224  PID         -  QS0224
 QS0224  STATE/COUNTY-  SD/POTTER
 QS0224  COUNTRY     -  US
 QS0224  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0224
 QS0224                         *CURRENT SURVEY CONTROL
 QS0224  ______________________________________________________________________
 QS0224* NAD 83(1986) POSITION- 45 02 09.     (N) 100 16 18.     (W)   SCALED
 QS0224* NAVD 88 ORTHO HEIGHT -   465.909 (meters)     1528.57  (feet) ADJUSTED
 QS0224  ______________________________________________________________________
 QS0224  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 QS0224  DYNAMIC HEIGHT  -        465.843 (meters)     1528.35  (feet) COMP
 QS0224  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 QS0224
 QS0224  VERT ORDER      -  SECOND    CLASS 0
 QS0224
 QS0224.The horizontal coordinates were scaled from a map and have
 QS0224.an estimated accuracy of +/- 6 seconds.
 QS0224
 QS0224.The orthometric height was determined by differential leveling and
 QS0224.adjusted by the NATIONAL GEODETIC SURVEY
 QS0224.in June 1991.
 QS0224
 QS0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0224.GEOID18 height accuracy estimate available here.
 QS0224
 QS0224.Click photographs - Photos may exist for this station.
 QS0224
 QS0224.The dynamic height is computed by dividing the NAVD 88
 QS0224.geopotential number by the normal gravity value computed on the
 QS0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0224.degrees latitude (g = 980.6199 gals.).
 QS0224
 QS0224.The modeled gravity was interpolated from observed gravity values.
 QS0224
 QS0224;                    North         East    Units  Estimated Accuracy
 QS0224;SPC SD N     -   133,660.      578,600.      MT  (+/- 180 meters Scaled)
 QS0224
 QS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ998877(NAD 83)
 QS0224
 QS0224                          SUPERSEDED SURVEY CONTROL
 QS0224
 QS0224  NGVD 29 (??/??/92)  465.538  (m)         1527.35   (f) ADJ UNCH    2 0
 QS0224
 QS0224.Superseded values are not recommended for survey control.
 QS0224
 QS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0224.See file dsdata.pdf to determine how the superseded data were derived.
 QS0224
 QS0224_MARKER: DB = BENCH MARK DISK
 QS0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0224_SP_SET: CULVERT HEADWALL
 QS0224_STAMPING: J 308 1945
 QS0224_MARK LOGO: CGS
 QS0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0224+STABILITY: SURFACE MOTION
 QS0224
 QS0224  HISTORY     - Date     Condition        Report By
 QS0224  HISTORY     - 1945     MONUMENTED       CGS
 QS0224
 QS0224                          STATION DESCRIPTION
 QS0224
 QS0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0224'1 MI SE FROM WHITLOCKS CROSSING.
 QS0224'1.0 MILE SOUTHEAST ALONG OLD U.S. HIGHWAY 212 FROM THE MISSOURI
 QS0224'RIVER BRIDGE AT WHITLOCKS CROSSING, POTTER COUNTY, ABOUT 0.2
 QS0224'MILE SOUTHEAST OF A SCHOOLHOUSE, IN THE TOP OF THE SOUTHEAST
 QS0224'END OF THE NORTHEAST HEAD WALL OF A CONCRETE CULVERT, 12 FEET
 QS0224'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 QS0224'HIGHER THAN THE HIGHWAY.  AN IRON BENCH-MARK DISK, STAMPED
 QS0224'J 308 1945.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0034 ***********************************************************************
 PT0034  DESIGNATION -  J 309 RESET
 PT0034  PID         -  PT0034
 PT0034  STATE/COUNTY-  SD/HUGHES
 PT0034  COUNTRY     -  US
 PT0034  USGS QUAD   -  OKOBOJO SW (2017)
 PT0034
 PT0034                         *CURRENT SURVEY CONTROL
 PT0034  ______________________________________________________________________
 PT0034* NAD 83(1986) POSITION- 44 31 08.     (N) 100 27 02.     (W)   SCALED
 PT0034* NAVD 88 ORTHO HEIGHT -   519.70  (meters)     1705.0   (feet) RESET
 PT0034  ______________________________________________________________________
 PT0034  GEOID HEIGHT    -        -22.974 (meters)                     GEOID18
 PT0034  VERT ORDER      -  THIRD
 PT0034
 PT0034.The horizontal coordinates were scaled from a map and have
 PT0034.an estimated accuracy of +/- 6 seconds.
 PT0034
 PT0034.The orthometric height was computed from unverified reset data.
 PT0034
 PT0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0034.GEOID18 height accuracy estimate available here.
 PT0034
 PT0034.Click photographs - Photos may exist for this station.
 PT0034
 PT0034;                    North         East    Units  Estimated Accuracy
 PT0034;SPC SD S     -   242,820.      590,680.      MT  (+/- 180 meters Scaled)
 PT0034
 PT0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ847305(NAD 83)
 PT0034
 PT0034                          SUPERSEDED SURVEY CONTROL
 PT0034
 PT0034.No superseded survey control is available for this station.
 PT0034
 PT0034_MARKER: DB = BENCH MARK DISK
 PT0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0034_STAMPING: J 309 RESET 1971
 PT0034_MARK LOGO: CGS
 PT0034_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0034+STABILITY: SURFACE MOTION
 PT0034
 PT0034  HISTORY     - Date     Condition        Report By
 PT0034  HISTORY     - 1971     MONUMENTED       NGS
 PT0034  HISTORY     - 1982     GOOD             NGS
 PT0034
 PT0034                          STATION DESCRIPTION
 PT0034
 PT0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0034'15.4 MI NW FROM PIERRE.
 PT0034'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION WITH
 PT0034'U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A GRAVELED CROSSROAD
 PT0034'AND A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 13.6
 PT0034'MILES TO A CROSSROAD, 80 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 PT0034'ROAD, 34 FEET NORTH OF THE CROSS ROAD, 3 FEET EAST OF A POWER
 PT0034'POLE, 2.3 FEET WEST OF A METAL WITNESS POST, SET IN A SQUARE
 PT0034'CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PT0034
 PT0034                          STATION RECOVERY (1982)
 PT0034
 PT0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PT0034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0042 ***********************************************************************
 QT0042  DESIGNATION -  J 31
 QT0042  PID         -  QT0042
 QT0042  STATE/COUNTY-  SD/PERKINS
 QT0042  COUNTRY     -  US
 QT0042  USGS QUAD   -  COAL SPRINGS (2017)
 QT0042
 QT0042                         *CURRENT SURVEY CONTROL
 QT0042  ______________________________________________________________________
 QT0042* NAD 83(1986) POSITION- 45 26 38.     (N) 102 02 44.     (W)   SCALED
 QT0042* NAVD 88 ORTHO HEIGHT -   778.925 (meters)     2555.52  (feet) ADJUSTED
 QT0042  ______________________________________________________________________
 QT0042  GEOID HEIGHT    -        -19.138 (meters)                     GEOID18
 QT0042  DYNAMIC HEIGHT  -        778.803 (meters)     2555.12  (feet) COMP
 QT0042  MODELED GRAVITY -    980,433.2   (mgal)                       NAVD 88
 QT0042
 QT0042  VERT ORDER      -  FIRST     CLASS II
 QT0042
 QT0042.The horizontal coordinates were scaled from a map and have
 QT0042.an estimated accuracy of +/- 6 seconds.
 QT0042
 QT0042.The orthometric height was determined by differential leveling and
 QT0042.adjusted by the NATIONAL GEODETIC SURVEY
 QT0042.in April 2000.
 QT0042
 QT0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0042.GEOID18 height accuracy estimate available here.
 QT0042
 QT0042.Click photographs - Photos may exist for this station.
 QT0042
 QT0042.The dynamic height is computed by dividing the NAVD 88
 QT0042.geopotential number by the normal gravity value computed on the
 QT0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0042.degrees latitude (g = 980.6199 gals.).
 QT0042
 QT0042.The modeled gravity was interpolated from observed gravity values.
 QT0042
 QT0042;                    North         East    Units  Estimated Accuracy
 QT0042;SPC SD N     -   180,990.      439,990.      MT  (+/- 180 meters Scaled)
 QT0042
 QT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL310365(NAD 83)
 QT0042
 QT0042                          SUPERSEDED SURVEY CONTROL
 QT0042
 QT0042  NAVD 88 (06/15/91)  778.892  (m)         2555.41   (f) SUPERSEDED  1 2
 QT0042  NGVD 29 (??/??/92)  778.450  (m)         2553.96   (f) ADJ UNCH    1 2
 QT0042
 QT0042.Superseded values are not recommended for survey control.
 QT0042
 QT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0042.See file dsdata.pdf to determine how the superseded data were derived.
 QT0042
 QT0042_MARKER: DB = BENCH MARK DISK
 QT0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0042_STAMPING: J 31 1934
 QT0042_MARK LOGO: CGS
 QT0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0042+STABILITY: SURFACE MOTION
 QT0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0042+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0042
 QT0042  HISTORY     - Date     Condition        Report By
 QT0042  HISTORY     - 1934     MONUMENTED       CGS
 QT0042  HISTORY     - 19990621 GOOD             NGS
 QT0042
 QT0042                          STATION DESCRIPTION
 QT0042
 QT0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0042'3.2 MI E FROM COAL SPRINGS.
 QT0042'3.2 MILES EAST ALONG STATE HIGHWAY 8 FROM COAL SPRINGS, PERKINS
 QT0042'COUNTY, AT THE JUNCTION WITH A T-ROAD LEADING SOUTH, 60 FEET
 QT0042'WEST OF THE CENTERLINE OF THE ROAD, 40 FEET NORTH OF THE
 QT0042'CENTERLINE OF THE HIGHWAY, AND 60 FEET NORTH OF THE RIGHT-OF-WAY
 QT0042'FENCE.  A STANDARD DISK, STAMPED J 31 1934 AND SET IN THE TOP
 QT0042'OF A CONCRETE POST.
 QT0042
 QT0042                          STATION RECOVERY (1999)
 QT0042
 QT0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0042'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0042'MEADOW, THENCE 22.9 KM (14.20 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QT0042'62.0 M (203.4 FT) NORTHEAST OF MILEPOST 109, 52.5 M (172.2 FT)
 QT0042'NORTH-NORTHWEST OF BENCH MARK 20 109.05, 22.8 M (74.8 FT) NORTH OF THE
 QT0042'HIGHWAY CENTERLINE, 17.2 M (56.4 FT) WEST OF THE CENTER OF A FIELD
 QT0042'ENTRANCE, 7.7 M (25.3 FT) SOUTH OF A WITNESS POST AND FENCE, 1.0 M
 QT0042'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 QT0042'M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 QT0042'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0051 ***********************************************************************
 QS0051  DESIGNATION -  J 311
 QS0051  PID         -  QS0051
 QS0051  STATE/COUNTY-  SD/CAMPBELL
 QS0051  COUNTRY     -  US
 QS0051  USGS QUAD   -  HERREID NW (2017)
 QS0051
 QS0051                         *CURRENT SURVEY CONTROL
 QS0051  ______________________________________________________________________
 QS0051* NAD 83(1986) POSITION- 45 52 44.     (N) 100 14 57.     (W)   SCALED
 QS0051* NAVD 88 ORTHO HEIGHT -   493.552 (meters)     1619.26  (feet) ADJUSTED
 QS0051  ______________________________________________________________________
 QS0051  GEOID HEIGHT    -        -21.931 (meters)                     GEOID18
 QS0051  DYNAMIC HEIGHT  -        493.524 (meters)     1619.17  (feet) COMP
 QS0051  MODELED GRAVITY -    980,543.2   (mgal)                       NAVD 88
 QS0051
 QS0051  VERT ORDER      -  SECOND    CLASS 0
 QS0051
 QS0051.The horizontal coordinates were scaled from a map and have
 QS0051.an estimated accuracy of +/- 6 seconds.
 QS0051
 QS0051.The orthometric height was determined by differential leveling and
 QS0051.adjusted by the NATIONAL GEODETIC SURVEY
 QS0051.in June 1991.
 QS0051
 QS0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0051.GEOID18 height accuracy estimate available here.
 QS0051
 QS0051.Click photographs - Photos may exist for this station.
 QS0051
 QS0051.The dynamic height is computed by dividing the NAVD 88
 QS0051.geopotential number by the normal gravity value computed on the
 QS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0051.degrees latitude (g = 980.6199 gals.).
 QS0051
 QS0051.The modeled gravity was interpolated from observed gravity values.
 QS0051
 QS0051;                    North         East    Units  Estimated Accuracy
 QS0051;SPC SD N     -   227,350.      580,660.      MT  (+/- 180 meters Scaled)
 QS0051
 QS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR030813(NAD 83)
 QS0051
 QS0051                          SUPERSEDED SURVEY CONTROL
 QS0051
 QS0051  NGVD 29 (??/??/92)  493.170  (m)         1618.01   (f) ADJ UNCH    2 0
 QS0051
 QS0051.Superseded values are not recommended for survey control.
 QS0051
 QS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0051.See file dsdata.pdf to determine how the superseded data were derived.
 QS0051
 QS0051_MARKER: DB = BENCH MARK DISK
 QS0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0051_STAMPING: J 311 1945
 QS0051_MARK LOGO: CGS
 QS0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0051+STABILITY: SURFACE MOTION
 QS0051
 QS0051  HISTORY     - Date     Condition        Report By
 QS0051  HISTORY     - 1945     MONUMENTED       CGS
 QS0051  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0051
 QS0051                          STATION DESCRIPTION
 QS0051
 QS0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0051'2.8 MI E FROM POLLOCK.
 QS0051'2.8 MILES EAST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT STE.
 QS0051'MARIE RAILROAD FROM THE STATION AT POLLOCK, SOUTH DAKOTA.  0.3
 QS0051'MILES NORTHWEST OF RAILROAD BRIDGE NO. 407.87, 300.0 FEET
 QS0051'NORTHWEST OF A PRIVATE ROAD CROSSING, 39.2 FEET NORTHEAST OF THE
 QS0051'EAST RAIL, 6.5 FEET SOUTHEAST OF MILE POST NO. 408, 5.0 FEET
 QS0051'SOUTHWEST OF A FENCE LINE, 2.5 FEET SOUTHEAST OF A 4X4 INCH
 QS0051'WHITE WOODEN WITNESS POST AND ABOUT 2.0 FEET BELOW THE TRACK
 QS0051'LEVEL.  AN IRON DISK SET IN THE TOP OF A CONCRETE MONUMENT.
 QS0051'STAMPED J 311 1945.
 QS0051
 QS0051                          STATION RECOVERY (1964)
 QS0051
 QS0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QS0051'NOTE-- 1964 REPORT--THE TOWN OF POLLOCK HAS
 QS0051'BEEN MOVED APPROX. 0.8 MI. SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0051'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 QS0051'THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0063 ***********************************************************************
 PT0063  DESIGNATION -  J 312
 PT0063  PID         -  PT0063
 PT0063  STATE/COUNTY-  SD/SULLY
 PT0063  COUNTRY     -  US
 PT0063  USGS QUAD   -  OKOBOJO (2017)
 PT0063
 PT0063                         *CURRENT SURVEY CONTROL
 PT0063  ______________________________________________________________________
 PT0063* NAD 83(1986) POSITION- 44 42 25.     (N) 100 24 21.     (W)   SCALED
 PT0063* NAVD 88 ORTHO HEIGHT -   571.092 (meters)     1873.66  (feet) ADJUSTED
 PT0063  ______________________________________________________________________
 PT0063  GEOID HEIGHT    -        -22.720 (meters)                     GEOID18
 PT0063  DYNAMIC HEIGHT  -        570.989 (meters)     1873.32  (feet) COMP
 PT0063  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 PT0063
 PT0063  VERT ORDER      -  SECOND    CLASS 0
 PT0063
 PT0063.The horizontal coordinates were scaled from a map and have
 PT0063.an estimated accuracy of +/- 6 seconds.
 PT0063
 PT0063.The orthometric height was determined by differential leveling and
 PT0063.adjusted by the NATIONAL GEODETIC SURVEY
 PT0063.in June 1991.
 PT0063
 PT0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0063.GEOID18 height accuracy estimate available here.
 PT0063
 PT0063.Click photographs - Photos may exist for this station.
 PT0063
 PT0063.The dynamic height is computed by dividing the NAVD 88
 PT0063.geopotential number by the normal gravity value computed on the
 PT0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0063.degrees latitude (g = 980.6199 gals.).
 PT0063
 PT0063.The modeled gravity was interpolated from observed gravity values.
 PT0063
 PT0063;                    North         East    Units  Estimated Accuracy
 PT0063;SPC SD N     -    97,160.      567,840.      MT  (+/- 180 meters Scaled)
 PT0063
 PT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ886513(NAD 83)
 PT0063
 PT0063                          SUPERSEDED SURVEY CONTROL
 PT0063
 PT0063  NGVD 29 (??/??/92)  570.702  (m)         1872.38   (f) ADJ UNCH    2 0
 PT0063
 PT0063.Superseded values are not recommended for survey control.
 PT0063
 PT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0063.See file dsdata.pdf to determine how the superseded data were derived.
 PT0063
 PT0063_MARKER: DB = BENCH MARK DISK
 PT0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0063_STAMPING: J 312 1946
 PT0063_MARK LOGO: CGS
 PT0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0063+STABILITY: SURFACE MOTION
 PT0063
 PT0063  HISTORY     - Date     Condition        Report By
 PT0063  HISTORY     - 1946     MONUMENTED       CGS
 PT0063  HISTORY     - 1964     GOOD             USGS
 PT0063
 PT0063                          STATION DESCRIPTION
 PT0063
 PT0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0063'25.3 MI SW FROM AGAR.
 PT0063'ALONG A GRAVELED COUNTY ROAD, 12.3 MILES WEST THENCE 9.0 MILES
 PT0063'SOUTH THENCE 4.0 MILES WEST OF THE RAILROAD STATION IN AGAR,
 PT0063'NEAR A SECTION CORNER, 39 FEET SOUTH OF THE CENTER OF THE
 PT0063'ROAD, 14 FEET SOUTHEAST OF THE EAST END OF A 16 INCH CORRUGATED
 PT0063'PIPE CULVERT, 8 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT WEST
 PT0063'OF A FENCE, 2 FEET NORTH OF WITNESS POST.  NEAR COR SECS. 1, 6,
 PT0063'7 AND 12, T 114 N., RS 79 AND 80 W.
 PT0063
 PT0063                          STATION RECOVERY (1964)
 PT0063
 PT0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0878 ***********************************************************************
 PT0878  DESIGNATION -  J 312 RESET
 PT0878  PID         -  PT0878
 PT0878  STATE/COUNTY-  SD/SULLY
 PT0878  COUNTRY     -  US
 PT0878  USGS QUAD   -  OKOBOJO (2017)
 PT0878
 PT0878                         *CURRENT SURVEY CONTROL
 PT0878  ______________________________________________________________________
 PT0878* NAD 83(1986) POSITION- 44 42 25.     (N) 100 24 21.     (W)   SCALED
 PT0878* NAVD 88 ORTHO HEIGHT -   570.73  (meters)     1872.5   (feet) RESET
 PT0878  ______________________________________________________________________
 PT0878  GEOID HEIGHT    -        -22.720 (meters)                     GEOID18
 PT0878  VERT ORDER      -  THIRD
 PT0878
 PT0878.The horizontal coordinates were scaled from a map and have
 PT0878.an estimated accuracy of +/- 6 seconds.
 PT0878
 PT0878.The orthometric height was computed from unverified reset data.
 PT0878
 PT0878.No vertical observational check was made to the station.
 PT0878
 PT0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0878.GEOID18 height accuracy estimate available here.
 PT0878
 PT0878.Click photographs - Photos may exist for this station.
 PT0878
 PT0878;                    North         East    Units  Estimated Accuracy
 PT0878;SPC SD N     -    97,160.      567,840.      MT  (+/- 180 meters Scaled)
 PT0878
 PT0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ886513(NAD 83)
 PT0878
 PT0878                          SUPERSEDED SURVEY CONTROL
 PT0878
 PT0878  NGVD 29 (04/17/07)  570.34   (m)         1871.2    (f) RESET       3  
 PT0878
 PT0878.Superseded values are not recommended for survey control.
 PT0878
 PT0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0878.See file dsdata.pdf to determine how the superseded data were derived.
 PT0878
 PT0878_MARKER: DV = VERTICAL CONTROL DISK
 PT0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0878_STAMPING: J 312 RESET 1979
 PT0878_MARK LOGO: NGS
 PT0878_PROJECTION: FLUSH
 PT0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0878+STABILITY: SURFACE MOTION
 PT0878
 PT0878  HISTORY     - Date     Condition        Report By
 PT0878  HISTORY     - 1979     MONUMENTED       NGS
 PT0878
 PT0878                          STATION DESCRIPTION
 PT0878
 PT0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 PT0878'25.3 MI SW FROM AGAR.
 PT0878'12.3 MILES WEST ALONG COUNTY ROAD, THENCE 9.0 MILES SOUTH, THENCE
 PT0878'4.0 MILES WEST FROM THE OLD RAILROAD STATION IN AGAR, 67.0 FEET
 PT0878'NORTH OF CENTER OF ROAD, 27.0 FEET EAST OF CENTER OF TRACK ROAD,
 PT0878'29.0 FEET NORTH OF FENCE CORNER, AND 4.0 FEET NORTHWEST OF
 PT0878'POWERLINE POLE.
 PT0878'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0216 ***********************************************************************
 PT0216  DESIGNATION -  J 313
 PT0216  PID         -  PT0216
 PT0216  STATE/COUNTY-  SD/STANLEY
 PT0216  COUNTRY     -  US
 PT0216  USGS QUAD   -  OAHE DAM (2017)
 PT0216
 PT0216                         *CURRENT SURVEY CONTROL
 PT0216  ______________________________________________________________________
 PT0216* NAD 83(1986) POSITION- 44 27 10.     (N) 100 25 05.     (W)   SCALED
 PT0216* NAVD 88 ORTHO HEIGHT -   446.726 (meters)     1465.63  (feet) ADJUSTED
 PT0216  ______________________________________________________________________
 PT0216  GEOID HEIGHT    -        -23.148 (meters)                     GEOID18
 PT0216  DYNAMIC HEIGHT  -        446.636 (meters)     1465.34  (feet) COMP
 PT0216  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 PT0216
 PT0216  VERT ORDER      -  FIRST     CLASS II
 PT0216
 PT0216.The horizontal coordinates were scaled from a map and have
 PT0216.an estimated accuracy of +/- 6 seconds.
 PT0216
 PT0216.The orthometric height was determined by differential leveling and
 PT0216.adjusted by the NATIONAL GEODETIC SURVEY
 PT0216.in June 1991.
 PT0216
 PT0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0216.GEOID18 height accuracy estimate available here.
 PT0216
 PT0216.Click photographs - Photos may exist for this station.
 PT0216
 PT0216.The dynamic height is computed by dividing the NAVD 88
 PT0216.geopotential number by the normal gravity value computed on the
 PT0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0216.degrees latitude (g = 980.6199 gals.).
 PT0216
 PT0216.The modeled gravity was interpolated from observed gravity values.
 PT0216
 PT0216;                    North         East    Units  Estimated Accuracy
 PT0216;SPC SD S     -   235,470.      593,260.      MT  (+/- 180 meters Scaled)
 PT0216
 PT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ871231(NAD 83)
 PT0216
 PT0216                          SUPERSEDED SURVEY CONTROL
 PT0216
 PT0216  NGVD 29 (??/??/92)  446.352  (m)         1464.41   (f) ADJ UNCH    1 2
 PT0216
 PT0216.Superseded values are not recommended for survey control.
 PT0216
 PT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0216.See file dsdata.pdf to determine how the superseded data were derived.
 PT0216
 PT0216_MARKER: DD = SURVEY DISK
 PT0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0216_STAMPING: J 313
 PT0216_MARK LOGO: USACE
 PT0216_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0216+STABILITY: SURFACE MOTION
 PT0216
 PT0216  HISTORY     - Date     Condition        Report By
 PT0216  HISTORY     - UNK      MONUMENTED       USACE
 PT0216  HISTORY     - 1949     GOOD             CGS
 PT0216  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0216
 PT0216                          STATION DESCRIPTION
 PT0216
 PT0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0216'7.1 MI NW FROM FORT PIERRE.
 PT0216'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0216'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 4.3 MILES
 PT0216'NORTHWEST ALONG THE OAHE DAM SITE ROAD, TO A RED BARN WHICH IS
 PT0216'TRIMMED IN WHITE, THENCE 0.2 MILE NORTHWEST ALONG A TRACK ROAD
 PT0216'TO A WIRE GATE, THENCE THROUGH THE GATE AND 0.9 MILE NORTHWEST
 PT0216'ALONG THE RIGHT FORK OF THE TRACK ROAD AND ALONG A FENCE TO A
 PT0216'FENCE CORNER, THENCE 0.3 MILE NORTHEAST ALONG A FENCE TO A FENCE
 PT0216'CORNER, THENCE 100 YARDS NORTHWEST ALONG A FENCE, ON TOP OF A
 PT0216'SLIGHT RISE, 85 YARDS SOUTH OF THE BANK OF THE MISSOURI RIVER,
 PT0216'50 YARDS SOUTHEAST OF A WASH, 86 FEET SOUTHWEST OF A FENCE,
 PT0216'1.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PT0216'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- FROM
 PT0216'DESCRIPTION AND ELEVATION THIS MARK FALLS UNDER WATER OR IN AREA
 PT0216'CHANGED BY CONSTRUCTION OF OAHE DAM.
 PT0216
 PT0216                          STATION RECOVERY (1973)
 PT0216
 PT0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0475 ***********************************************************************
 PS0475  DESIGNATION -  J 314
 PS0475  PID         -  PS0475
 PS0475  STATE/COUNTY-  SD/HYDE
 PS0475  COUNTRY     -  US
 PS0475  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0475
 PS0475                         *CURRENT SURVEY CONTROL
 PS0475  ______________________________________________________________________
 PS0475* NAD 83(1986) POSITION- 44 15 55.     (N) 099 32 33.     (W)   SCALED
 PS0475* NAVD 88 ORTHO HEIGHT -   602.763 (meters)     1977.56  (feet) ADJUSTED
 PS0475  ______________________________________________________________________
 PS0475  GEOID HEIGHT    -        -24.107 (meters)                     GEOID18
 PS0475  DYNAMIC HEIGHT  -        602.633 (meters)     1977.14  (feet) COMP
 PS0475  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 PS0475
 PS0475  VERT ORDER      -  SECOND    CLASS 0
 PS0475
 PS0475.The horizontal coordinates were scaled from a map and have
 PS0475.an estimated accuracy of +/- 6 seconds.
 PS0475
 PS0475.The orthometric height was determined by differential leveling and
 PS0475.adjusted by the NATIONAL GEODETIC SURVEY
 PS0475.in June 1991.
 PS0475
 PS0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0475.GEOID18 height accuracy estimate available here.
 PS0475
 PS0475.Click photographs - Photos may exist for this station.
 PS0475
 PS0475.The dynamic height is computed by dividing the NAVD 88
 PS0475.geopotential number by the normal gravity value computed on the
 PS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0475.degrees latitude (g = 980.6199 gals.).
 PS0475
 PS0475.The modeled gravity was interpolated from observed gravity values.
 PS0475
 PS0475;                    North         East    Units  Estimated Accuracy
 PS0475;SPC SD N     -    48,100.      636,530.      MT  (+/- 180 meters Scaled)
 PS0475
 PS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ566014(NAD 83)
 PS0475
 PS0475                          SUPERSEDED SURVEY CONTROL
 PS0475
 PS0475  NGVD 29 (??/??/92)  602.417  (m)         1976.43   (f) ADJ UNCH    2 0
 PS0475
 PS0475.Superseded values are not recommended for survey control.
 PS0475
 PS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0475.See file dsdata.pdf to determine how the superseded data were derived.
 PS0475
 PS0475_MARKER: DB = BENCH MARK DISK
 PS0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0475_STAMPING: J 314 1946
 PS0475_MARK LOGO: CGS
 PS0475_PROJECTION: PROJECTING 13 CENTIMETERS
 PS0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0475+STABILITY: SURFACE MOTION
 PS0475
 PS0475  HISTORY     - Date     Condition        Report By
 PS0475  HISTORY     - 1946     MONUMENTED       CGS
 PS0475
 PS0475                          STATION DESCRIPTION
 PS0475
 PS0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0475'7 MI NW FROM STEPHAN.
 PS0475'7.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK MAY
 PS0475'BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A
 PS0475'GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE
 PS0475'1.0 MILE NORTH ALONG STATE HIGHWAY 47, AND THENCE 5.0 MILES WEST
 PS0475'ALONG A GRAVEL ROAD.  IT IS 36.4 FEET SOUTH OF THE CENTER LINE
 PS0475'OF THE ROAD, 1.2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE
 PS0475'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 PS0475'A STANDARD DISK, STAMPED J 314 1946 AND SET IN THE TOP OF A
 PS0475'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0494 ***********************************************************************
 PS0494  DESIGNATION -  J 315
 PS0494  PID         -  PS0494
 PS0494  STATE/COUNTY-  SD/HUGHES
 PS0494  COUNTRY     -  US
 PS0494  USGS QUAD   -  DE GREY SE (2017)
 PS0494
 PS0494                         *CURRENT SURVEY CONTROL
 PS0494  ______________________________________________________________________
 PS0494* NAD 83(1986) POSITION- 44 18 32.     (N) 099 51 58.     (W)   SCALED
 PS0494* NAVD 88 ORTHO HEIGHT -   499.459 (meters)     1638.64  (feet) ADJUSTED
 PS0494  ______________________________________________________________________
 PS0494  GEOID HEIGHT    -        -23.951 (meters)                     GEOID18
 PS0494  DYNAMIC HEIGHT  -        499.354 (meters)     1638.30  (feet) COMP
 PS0494  MODELED GRAVITY -    980,392.7   (mgal)                       NAVD 88
 PS0494
 PS0494  VERT ORDER      -  SECOND    CLASS 0
 PS0494
 PS0494.The horizontal coordinates were scaled from a map and have
 PS0494.an estimated accuracy of +/- 6 seconds.
 PS0494
 PS0494.The orthometric height was determined by differential leveling and
 PS0494.adjusted by the NATIONAL GEODETIC SURVEY
 PS0494.in June 1991.
 PS0494
 PS0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0494.GEOID18 height accuracy estimate available here.
 PS0494
 PS0494.Click photographs - Photos may exist for this station.
 PS0494
 PS0494.The dynamic height is computed by dividing the NAVD 88
 PS0494.geopotential number by the normal gravity value computed on the
 PS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0494.degrees latitude (g = 980.6199 gals.).
 PS0494
 PS0494.The modeled gravity was interpolated from observed gravity values.
 PS0494
 PS0494;                    North         East    Units  Estimated Accuracy
 PS0494;SPC SD S     -   219,580.      637,280.      MT  (+/- 180 meters Scaled)
 PS0494
 PS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ309065(NAD 83)
 PS0494
 PS0494                          SUPERSEDED SURVEY CONTROL
 PS0494
 PS0494  NGVD 29 (??/??/92)  499.118  (m)         1637.52   (f) ADJ UNCH    2 0
 PS0494
 PS0494.Superseded values are not recommended for survey control.
 PS0494
 PS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0494.See file dsdata.pdf to determine how the superseded data were derived.
 PS0494
 PS0494_MARKER: DB = BENCH MARK DISK
 PS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0494_STAMPING: J 315 1946
 PS0494_MARK LOGO: CGS
 PS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0494+STABILITY: SURFACE MOTION
 PS0494
 PS0494  HISTORY     - Date     Condition        Report By
 PS0494  HISTORY     - 1946     MONUMENTED       CGS
 PS0494
 PS0494                          STATION DESCRIPTION
 PS0494
 PS0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0494'4.1 MI NE FROM DE GREY.
 PS0494'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0494'AT DE GREY, HUGHES COUNTY, AT GIDDINGS SCHOOL, IN THE SOUTHEAST
 PS0494'CORNER OF THE SCHOOLYARD, 120 FEET SOUTHEAST OF THE SOUTHEAST
 PS0494'CORNER OF THE SCHOOL BUILDING, 39 FEET WEST OF THE CENTER LINE
 PS0494'OF THE HIGHWAY, 9 FEET WEST OF A FENCE CORNER, 3 FEET NORTH OF
 PS0494'THE FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 PS0494'A STANDARD DISK, STAMPED J 315 1946 AND SET IN THE TOP OF A
 PS0494'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0032 ***********************************************************************
 NN0032  DESIGNATION -  J 316
 NN0032  PID         -  NN0032
 NN0032  STATE/COUNTY-  SD/CHARLES MIX
 NN0032  COUNTRY     -  US
 NN0032  USGS QUAD   -  LYNCH NE (2017)
 NN0032
 NN0032                         *CURRENT SURVEY CONTROL
 NN0032  ______________________________________________________________________
 NN0032* NAD 83(1986) POSITION- 42 59 40.     (N) 098 18 33.     (W)   SCALED
 NN0032* NAVD 88 ORTHO HEIGHT -   495.729 (meters)     1626.40  (feet) ADJUSTED
 NN0032  ______________________________________________________________________
 NN0032  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 NN0032  DYNAMIC HEIGHT  -        495.562 (meters)     1625.86  (feet) COMP
 NN0032  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 NN0032
 NN0032  VERT ORDER      -  SECOND    CLASS 0
 NN0032
 NN0032.The horizontal coordinates were scaled from a map and have
 NN0032.an estimated accuracy of +/- 6 seconds.
 NN0032
 NN0032.The orthometric height was determined by differential leveling and
 NN0032.adjusted by the NATIONAL GEODETIC SURVEY
 NN0032.in June 1991.
 NN0032
 NN0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0032.GEOID18 height accuracy estimate available here.
 NN0032
 NN0032.Click photographs - Photos may exist for this station.
 NN0032
 NN0032.The dynamic height is computed by dividing the NAVD 88
 NN0032.geopotential number by the normal gravity value computed on the
 NN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0032.degrees latitude (g = 980.6199 gals.).
 NN0032
 NN0032.The modeled gravity was interpolated from observed gravity values.
 NN0032
 NN0032;                    North         East    Units  Estimated Accuracy
 NN0032;SPC SD S     -    75,460.      765,050.      MT  (+/- 180 meters Scaled)
 NN0032
 NN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN563604(NAD 83)
 NN0032
 NN0032                          SUPERSEDED SURVEY CONTROL
 NN0032
 NN0032  NGVD 29 (??/??/92)  495.443  (m)         1625.47   (f) ADJ UNCH    2 0
 NN0032
 NN0032.Superseded values are not recommended for survey control.
 NN0032
 NN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0032.See file dsdata.pdf to determine how the superseded data were derived.
 NN0032
 NN0032_MARKER: DB = BENCH MARK DISK
 NN0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0032_STAMPING: J 316 1946
 NN0032_MARK LOGO: CGS
 NN0032_PROJECTION: PROJECTING 10 CENTIMETERS
 NN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0032+STABILITY: SURFACE MOTION
 NN0032
 NN0032  HISTORY     - Date     Condition        Report By
 NN0032  HISTORY     - 1946     MONUMENTED       CGS
 NN0032
 NN0032                          STATION DESCRIPTION
 NN0032
 NN0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0032'6.6 MI S FROM WAGNER.
 NN0032'6.6 MILES SOUTH TO REACH FROM THE POST OFFICE AT WAGNER GO SOUTH
 NN0032'0.9 MILE ALONG A GRAVELED ROAD, THENCE WEST 0.7 MILE ALONG A
 NN0032'GRAVELED ROAD, THENCE SOUTH 5.0 MILES ALONG A GRAVELED ROAD TO
 NN0032'SITE OF MARK, BENCH MARK IS AT A ROAD INTERSECTION, ABOUT 64
 NN0032'YARDS WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32.5
 NN0032'FEET SOUTH OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE
 NN0032'OF THE EAST-WEST ROAD, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT
 NN0032'WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED J 316
 NN0032'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 NN0032'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1460 ***********************************************************************
 NM1460  DESIGNATION -  J 317
 NM1460  PID         -  NM1460
 NM1460  STATE/COUNTY-  SD/BON HOMME
 NM1460  COUNTRY     -  US
 NM1460  USGS QUAD   -  BON HOMME COLONY (2017)
 NM1460
 NM1460                         *CURRENT SURVEY CONTROL
 NM1460  ______________________________________________________________________
 NM1460* NAD 83(1986) POSITION- 42 52 00.     (N) 097 42 43.     (W)   SCALED
 NM1460* NAVD 88 ORTHO HEIGHT -   375.066 (meters)     1230.53  (feet) ADJUSTED
 NM1460  ______________________________________________________________________
 NM1460  GEOID HEIGHT    -        -25.853 (meters)                     GEOID18
 NM1460  DYNAMIC HEIGHT  -        374.948 (meters)     1230.14  (feet) COMP
 NM1460  MODELED GRAVITY -    980,294.9   (mgal)                       NAVD 88
 NM1460
 NM1460  VERT ORDER      -  SECOND    CLASS 0
 NM1460
 NM1460.The horizontal coordinates were scaled from a map and have
 NM1460.an estimated accuracy of +/- 6 seconds.
 NM1460
 NM1460.The orthometric height was determined by differential leveling and
 NM1460.adjusted by the NATIONAL GEODETIC SURVEY
 NM1460.in June 1991.
 NM1460
 NM1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1460.GEOID18 height accuracy estimate available here.
 NM1460
 NM1460.Click photographs - Photos may exist for this station.
 NM1460
 NM1460.The dynamic height is computed by dividing the NAVD 88
 NM1460.geopotential number by the normal gravity value computed on the
 NM1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1460.degrees latitude (g = 980.6199 gals.).
 NM1460
 NM1460.The modeled gravity was interpolated from observed gravity values.
 NM1460
 NM1460;                    North         East    Units  Estimated Accuracy
 NM1460;SPC SD S     -    62,630.      814,180.      MT  (+/- 180 meters Scaled)
 NM1460
 NM1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN052468(NAD 83)
 NM1460
 NM1460                          SUPERSEDED SURVEY CONTROL
 NM1460
 NM1460  NGVD 29 (??/??/92)  374.850  (m)         1229.82   (f) ADJ UNCH    2 0
 NM1460
 NM1460.Superseded values are not recommended for survey control.
 NM1460
 NM1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1460.See file dsdata.pdf to determine how the superseded data were derived.
 NM1460
 NM1460_MARKER: DB = BENCH MARK DISK
 NM1460_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1460_SP_SET: CULVERT HEADWALL
 NM1460_STAMPING: J 317 1946
 NM1460_MARK LOGO: CGS
 NM1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1460+STABILITY: SURFACE MOTION
 NM1460
 NM1460  HISTORY     - Date     Condition        Report By
 NM1460  HISTORY     - 1946     MONUMENTED       CGS
 NM1460
 NM1460                          STATION DESCRIPTION
 NM1460
 NM1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1460'13.9 MI E FROM SPRINGFIELD.
 NM1460'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1460'ALONG STATE HIGHWAY NO. 37, THENCE EAST 9.0 MILES ALONG A GRAVELED
 NM1460'ROAD, THENCE SOUTH 1.9 MILES ALONG A GRAVELED ROAD TO SITE OF
 NM1460'MARK, BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF A T INTERSECTION,
 NM1460'16.0 FEET SOUTH OF AND ABOUT 1.5 FEET LOWER THAN THE CENTER LINE
 NM1460'OF THE GRAVELED ROAD, ON TOP OF THE WEST END OF THE SOUTH HEADWALL
 NM1460'OF A 10 FT X 20 FT TWO COMPARTMENT CONCRETE CULVERT.  A BRONZE
 NM1460'DISK STAMPED J 317 1946 SET IN A DRILL HOLE IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0573 ***********************************************************************
 OR0573  DESIGNATION -  J 318
 OR0573  PID         -  OR0573
 OR0573  STATE/COUNTY-  SD/GREGORY
 OR0573  COUNTRY     -  US
 OR0573  USGS QUAD   -  GREGORY SE (2017)
 OR0573
 OR0573                         *CURRENT SURVEY CONTROL
 OR0573  ______________________________________________________________________
 OR0573* NAD 83(1986) POSITION- 43 06 40.     (N) 099 17 47.     (W)   SCALED
 OR0573* NAVD 88 ORTHO HEIGHT -   618.840 (meters)     2030.31  (feet) ADJUSTED
 OR0573  ______________________________________________________________________
 OR0573  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 OR0573  DYNAMIC HEIGHT  -        618.601 (meters)     2029.53  (feet) COMP
 OR0573  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 OR0573
 OR0573  VERT ORDER      -  SECOND    CLASS 0
 OR0573
 OR0573.The horizontal coordinates were scaled from a map and have
 OR0573.an estimated accuracy of +/- 6 seconds.
 OR0573
 OR0573.The orthometric height was determined by differential leveling and
 OR0573.adjusted by the NATIONAL GEODETIC SURVEY
 OR0573.in June 1991.
 OR0573
 OR0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0573.GEOID18 height accuracy estimate available here.
 OR0573
 OR0573.Click photographs - Photos may exist for this station.
 OR0573
 OR0573.The dynamic height is computed by dividing the NAVD 88
 OR0573.geopotential number by the normal gravity value computed on the
 OR0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0573.degrees latitude (g = 980.6199 gals.).
 OR0573
 OR0573.The modeled gravity was interpolated from observed gravity values.
 OR0573
 OR0573;                    North         East    Units  Estimated Accuracy
 OR0573;SPC SD S     -    86,930.      684,390.      MT  (+/- 180 meters Scaled)
 OR0573
 OR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758731(NAD 83)
 OR0573
 OR0573                          SUPERSEDED SURVEY CONTROL
 OR0573
 OR0573  NGVD 29 (??/??/92)  618.54   (m)         2029.3    (f) COMPUTED    2 0
 OR0573
 OR0573.Superseded values are not recommended for survey control.
 OR0573
 OR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0573.See file dsdata.pdf to determine how the superseded data were derived.
 OR0573
 OR0573_MARKER: DB = BENCH MARK DISK
 OR0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0573_STAMPING: J 318 1946
 OR0573_MARK LOGO: CGS
 OR0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0573+STABILITY: SURFACE MOTION
 OR0573
 OR0573  HISTORY     - Date     Condition        Report By
 OR0573  HISTORY     - 1946     MONUMENTED       CGS
 OR0573
 OR0573                          STATION DESCRIPTION
 OR0573
 OR0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0573'4.8 MI S FROM BURKE.
 OR0573'ALONG A GRAVELED COUNTY ROAD, 4.8 MILES SOUTH OF THE CHICAGO
 OR0573'AND NORTHWESTERN RAILROAD STATION IN BURKE, NEAR A SECTION
 OR0573'CORNER, 43 FEET EAST OF THE CENTER OF THE MAIN ROAD, 64 FEET
 OR0573'SOUTH OF THE CENTER OF A DIM ROAD LEADING EAST, 2 FEET SOUTH
 OR0573'OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0574 ***********************************************************************
 OR0574  DESIGNATION -  J 318 RESET
 OR0574  PID         -  OR0574
 OR0574  STATE/COUNTY-  SD/GREGORY
 OR0574  COUNTRY     -  US
 OR0574  USGS QUAD   -  GREGORY SE (2017)
 OR0574
 OR0574                         *CURRENT SURVEY CONTROL
 OR0574  ______________________________________________________________________
 OR0574* NAD 83(1986) POSITION- 43 06 40.     (N) 099 17 47.     (W)   SCALED
 OR0574* NAVD 88 ORTHO HEIGHT -   620.49  (+/-2cm)     2035.7   (feet) VERTCON3
 OR0574  ______________________________________________________________________
 OR0574  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 OR0574  VERT ORDER      -  THIRD (See Below)
 OR0574
 OR0574.The horizontal coordinates were scaled from a map and have
 OR0574.an estimated accuracy of +/- 6 seconds.
 OR0574
 OR0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0574
 OR0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0574.GEOID18 height accuracy estimate available here.
 OR0574
 OR0574.The vertical order pertains to the NGVD 29 superseded value.
 OR0574
 OR0574.Click photographs - Photos may exist for this station.
 OR0574
 OR0574;                    North         East    Units  Estimated Accuracy
 OR0574;SPC SD S     -    86,930.      684,390.      MT  (+/- 180 meters Scaled)
 OR0574
 OR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758731(NAD 83)
 OR0574
 OR0574                          SUPERSEDED SURVEY CONTROL
 OR0574
 OR0574  NGVD 29 (??/??/??)  620.19   (m)         2034.7    (f) RESET       3  
 OR0574
 OR0574.Superseded values are not recommended for survey control.
 OR0574
 OR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0574.See file dsdata.pdf to determine how the superseded data were derived.
 OR0574
 OR0574_MARKER: DB = BENCH MARK DISK
 OR0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0574_STAMPING: J 318 RESET 1961
 OR0574_MARK LOGO: CGS
 OR0574_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0574+STABILITY: SURFACE MOTION
 OR0574
 OR0574  HISTORY     - Date     Condition        Report By
 OR0574  HISTORY     - 1961     MONUMENTED       CGS
 OR0574
 OR0574                          STATION DESCRIPTION
 OR0574
 OR0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0574'4.8 MI S FROM BURKE.
 OR0574'THIS MARK IS LOCATED ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY
 OR0574'47 FROM THE RAILROAD STATION IN BURKE, ON THE NORTH SLOPE OF A
 OR0574'HILL, IN A TRIANGLE FORMED BY ROADS, 99 FEET EAST OF THE
 OR0574'CENTERLINE OF THE HIGHWAY, 74 FEET SOUTH OF THE CENTERLINE OF A
 OR0574'ROAD LEADING EAST AND 2 FEET SOUTH OF A WITNESS POST, AND SET IN
 OR0574'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0979 ***********************************************************************
 NM0979  DESIGNATION -  J 319
 NM0979  PID         -  NM0979
 NM0979  STATE/COUNTY-  SD/YANKTON
 NM0979  COUNTRY     -  US
 NM0979  USGS QUAD   -  YANKTON (2017)
 NM0979
 NM0979                         *CURRENT SURVEY CONTROL
 NM0979  ______________________________________________________________________
 NM0979* NAD 83(1986) POSITION- 42 55 53.     (N) 097 26 17.     (W)   SCALED
 NM0979* NAVD 88 ORTHO HEIGHT -   415.227 (meters)     1362.29  (feet) ADJUSTED
 NM0979  ______________________________________________________________________
 NM0979  GEOID HEIGHT    -        -25.648 (meters)                     GEOID18
 NM0979  DYNAMIC HEIGHT  -        415.105 (meters)     1361.89  (feet) COMP
 NM0979  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 NM0979
 NM0979  VERT ORDER      -  SECOND    CLASS 0
 NM0979
 NM0979.The horizontal coordinates were scaled from a map and have
 NM0979.an estimated accuracy of +/- 6 seconds.
 NM0979
 NM0979.The orthometric height was determined by differential leveling and
 NM0979.adjusted by the NATIONAL GEODETIC SURVEY
 NM0979.in June 1991.
 NM0979
 NM0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0979.GEOID18 height accuracy estimate available here.
 NM0979
 NM0979.Click photographs - Photos may exist for this station.
 NM0979
 NM0979.The dynamic height is computed by dividing the NAVD 88
 NM0979.geopotential number by the normal gravity value computed on the
 NM0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0979.degrees latitude (g = 980.6199 gals.).
 NM0979
 NM0979.The modeled gravity was interpolated from observed gravity values.
 NM0979
 NM0979;                    North         East    Units  Estimated Accuracy
 NM0979;SPC SD S     -    70,560.      836,290.      MT  (+/- 180 meters Scaled)
 NM0979
 NM0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN274543(NAD 83)
 NM0979
 NM0979                          SUPERSEDED SURVEY CONTROL
 NM0979
 NM0979  NGVD 29 (??/??/92)  415.008  (m)         1361.57   (f) ADJ UNCH    2 0
 NM0979
 NM0979.Superseded values are not recommended for survey control.
 NM0979
 NM0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0979.See file dsdata.pdf to determine how the superseded data were derived.
 NM0979
 NM0979_MARKER: DB = BENCH MARK DISK
 NM0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0979_STAMPING: J 319 1946
 NM0979_MARK LOGO: CGS
 NM0979_PROJECTION: PROJECTING 5 CENTIMETERS
 NM0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0979+STABILITY: SURFACE MOTION
 NM0979
 NM0979  HISTORY     - Date     Condition        Report By
 NM0979  HISTORY     - 1946     MONUMENTED       CGS
 NM0979
 NM0979                          STATION DESCRIPTION
 NM0979
 NM0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0979'4.5 MI NW FROM YANKTON.
 NM0979'ABOUT 4.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NM0979'AND PACIFIC RAILROAD FROM THE STATION AT YANKTON, AND 1.0 MILE
 NM0979'SOUTHEAST OF NAPA JUNCTION, 9 POLES SOUTHEAST OF MILEPOST NO.
 NM0979'157, 2 POLES WEST OF A NORTH-SOUTH ROAD, 45 FEET SOUTH OF AND
 NM0979'ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE RAILROAD, 3 FEET
 NM0979'NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN
 NM0979'MARKER POST.  A BRONZE DISC STAMPED J 319 1946 AND SET IN THE
 NM0979'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0366 ***********************************************************************
 QT0366  DESIGNATION -  J 32 RESET
 QT0366  PID         -  QT0366
 QT0366  STATE/COUNTY-  SD/HARDING
 QT0366  COUNTRY     -  US
 QT0366  USGS QUAD   -  SADDLE BUTTE (2017)
 QT0366
 QT0366                         *CURRENT SURVEY CONTROL
 QT0366  ______________________________________________________________________
 QT0366* NAD 83(1986) POSITION- 45 34 27.     (N) 103 44 49.     (W)   SCALED
 QT0366* NAVD 88 ORTHO HEIGHT -   932.349 (meters)     3058.88  (feet) ADJUSTED
 QT0366  ______________________________________________________________________
 QT0366  GEOID HEIGHT    -        -15.978 (meters)                     GEOID18
 QT0366  DYNAMIC HEIGHT  -        932.169 (meters)     3058.29  (feet) COMP
 QT0366  MODELED GRAVITY -    980,391.1   (mgal)                       NAVD 88
 QT0366
 QT0366  VERT ORDER      -  FIRST     CLASS II
 QT0366
 QT0366.The horizontal coordinates were scaled from a map and have
 QT0366.an estimated accuracy of +/- 6 seconds.
 QT0366
 QT0366.The orthometric height was determined by differential leveling and
 QT0366.adjusted by the NATIONAL GEODETIC SURVEY
 QT0366.in April 2000.
 QT0366
 QT0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0366.GEOID18 height accuracy estimate available here.
 QT0366
 QT0366.Click photographs - Photos may exist for this station.
 QT0366
 QT0366.The dynamic height is computed by dividing the NAVD 88
 QT0366.geopotential number by the normal gravity value computed on the
 QT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0366.degrees latitude (g = 980.6199 gals.).
 QT0366
 QT0366.The modeled gravity was interpolated from observed gravity values.
 QT0366
 QT0366;                    North         East    Units  Estimated Accuracy
 QT0366;SPC SD N     -   200,220.      307,640.      MT  (+/- 180 meters Scaled)
 QT0366
 QT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL977474(NAD 83)
 QT0366
 QT0366                          SUPERSEDED SURVEY CONTROL
 QT0366
 QT0366  NAVD 88 (12/04/03)  932.343  (m)         3058.86   (f) SUPERSEDED  3 0
 QT0366  NGVD 29 (04/17/07)  931.81   (m)         3057.1    (f) RESET       3  
 QT0366
 QT0366.Superseded values are not recommended for survey control.
 QT0366
 QT0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0366.See file dsdata.pdf to determine how the superseded data were derived.
 QT0366
 QT0366_MARKER: DV = VERTICAL CONTROL DISK
 QT0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0366_STAMPING: J 32 RESET 1979
 QT0366_MARK LOGO: NGS
 QT0366_PROJECTION: FLUSH
 QT0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0366+STABILITY: SURFACE MOTION
 QT0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0366+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0366
 QT0366  HISTORY     - Date     Condition        Report By
 QT0366  HISTORY     - 1979     MONUMENTED       NGS
 QT0366  HISTORY     - 19981030 GOOD             NGS
 QT0366
 QT0366                          STATION DESCRIPTION
 QT0366
 QT0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QT0366'10.1 MI WEST FROM BUFFALO.
 QT0366'10.1 MILES WEST ALONG STATE HIGHWAY 20 FROM BUFFALO, 101.0 FEET
 QT0366'NORTH OF CENTER OF STATE HIGHWAY 20, AND 1.0 FOOT EAST OF FENCE.
 QT0366'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 QT0366
 QT0366                          STATION RECOVERY (1998)
 QT0366
 QT0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0366'16.6 KM (10.30 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION
 QT0366'OF U.S. HIGHWAY 85 IN BUFFALO, 279.8 M (918.0 FT) EAST OF MILEPOST 17,
 QT0366'30.8 M (101.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 QT0366'NORTH OF A WITNESS POST AND THE CENTER OF A DOUBLE GATE, 0.4 M (1.3
 QT0366'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF THE SOUTH
 QT0366'END OF 2 BRACED FENCE POSTS, 0.2 M (0.7 FT) EAST OF A FENCE, AND THE
 QT0366'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QT0366'PROPERTY OWNED BY GARY LICKING, P.O. BOX 456, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0144 ***********************************************************************
 OS0144  DESIGNATION -  J 320 RESET
 OS0144  PID         -  OS0144
 OS0144  STATE/COUNTY-  SD/TODD
 OS0144  COUNTRY     -  US
 OS0144  USGS QUAD   -  LITTLEBURG (2017)
 OS0144
 OS0144                         *CURRENT SURVEY CONTROL
 OS0144  ______________________________________________________________________
 OS0144* NAD 83(1986) POSITION- 43 02 45.     (N) 100 29 31.     (W)   SCALED
 OS0144* NAVD 88 ORTHO HEIGHT -   817.66  (meters)     2682.6   (feet) RESET
 OS0144  ______________________________________________________________________
 OS0144  GEOID HEIGHT    -        -22.605 (meters)                     GEOID18
 OS0144  VERT ORDER      -  THIRD
 OS0144
 OS0144.The horizontal coordinates were scaled from a map and have
 OS0144.an estimated accuracy of +/- 6 seconds.
 OS0144
 OS0144.The orthometric height was computed from unverified reset data.
 OS0144
 OS0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0144.GEOID18 height accuracy estimate available here.
 OS0144
 OS0144.Click photographs - Photos may exist for this station.
 OS0144
 OS0144;                    North         East    Units  Estimated Accuracy
 OS0144;SPC SD S     -    79,170.      587,080.      MT  (+/- 180 meters Scaled)
 OS0144
 OS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN784669(NAD 83)
 OS0144
 OS0144                          SUPERSEDED SURVEY CONTROL
 OS0144
 OS0144.No superseded survey control is available for this station.
 OS0144
 OS0144_MARKER: DB = BENCH MARK DISK
 OS0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0144_STAMPING: J 320 RESET 1967
 OS0144_MARK LOGO: CGS
 OS0144_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0144+STABILITY: SURFACE MOTION
 OS0144
 OS0144  HISTORY     - Date     Condition        Report By
 OS0144  HISTORY     - 1967     MONUMENTED       CGS
 OS0144
 OS0144                          STATION DESCRIPTION
 OS0144
 OS0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OS0144'20.2 MI NE FROM VALENTINE.
 OS0144'ABOUT 14.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 OS0144'AT VALENTINE, NEBRASKA, THENCE 6.0 MILES EAST ALONG A NEW ROAD,
 OS0144'AT THE JUNCTION OF A ROAD LEADING NORTH, ABOUT 2.0 MILES WEST OF
 OS0144'LITTLEBURG, 100 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 85
 OS0144'FEET EAST OF A NORTH-SOUTH FENCE, 51 FEET EAST OF AN EXTENDED
 OS0144'CENTER OF THE ROAD LEADING NORTH, 1 FOOT WEST OF A METAL WITNESS
 OS0144'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OS0144'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0101 ***********************************************************************
 OS0101  DESIGNATION -  J 322
 OS0101  PID         -  OS0101
 OS0101  STATE/COUNTY-  SD/TRIPP
 OS0101  COUNTRY     -  US
 OS0101  USGS QUAD   -  KEYAPAHA (2017)
 OS0101
 OS0101                         *CURRENT SURVEY CONTROL
 OS0101  ______________________________________________________________________
 OS0101* NAD 83(1986) POSITION- 43 05 04.     (N) 100 09 59.     (W)   SCALED
 OS0101* NAVD 88 ORTHO HEIGHT -   713.480 (meters)     2340.81  (feet) ADJUSTED
 OS0101  ______________________________________________________________________
 OS0101  GEOID HEIGHT    -        -23.607 (meters)                     GEOID18
 OS0101  DYNAMIC HEIGHT  -        713.200 (meters)     2339.89  (feet) COMP
 OS0101  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 OS0101
 OS0101  VERT ORDER      -  SECOND    CLASS 0
 OS0101
 OS0101.The horizontal coordinates were scaled from a map and have
 OS0101.an estimated accuracy of +/- 6 seconds.
 OS0101
 OS0101.The orthometric height was determined by differential leveling and
 OS0101.adjusted by the NATIONAL GEODETIC SURVEY
 OS0101.in June 1991.
 OS0101
 OS0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0101.GEOID18 height accuracy estimate available here.
 OS0101
 OS0101.Click photographs - Photos may exist for this station.
 OS0101
 OS0101.The dynamic height is computed by dividing the NAVD 88
 OS0101.geopotential number by the normal gravity value computed on the
 OS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0101.degrees latitude (g = 980.6199 gals.).
 OS0101
 OS0101.The modeled gravity was interpolated from observed gravity values.
 OS0101
 OS0101;                    North         East    Units  Estimated Accuracy
 OS0101;SPC SD S     -    83,460.      613,590.      MT  (+/- 180 meters Scaled)
 OS0101
 OS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN050708(NAD 83)
 OS0101
 OS0101                          SUPERSEDED SURVEY CONTROL
 OS0101
 OS0101  NGVD 29 (??/??/92)  713.148  (m)         2339.72   (f) ADJ UNCH    2 0
 OS0101
 OS0101.Superseded values are not recommended for survey control.
 OS0101
 OS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0101.See file dsdata.pdf to determine how the superseded data were derived.
 OS0101
 OS0101_MARKER: DB = BENCH MARK DISK
 OS0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0101_STAMPING: J 322 1946
 OS0101_MARK LOGO: CGS
 OS0101_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0101+STABILITY: SURFACE MOTION
 OS0101
 OS0101  HISTORY     - Date     Condition        Report By
 OS0101  HISTORY     - 1946     MONUMENTED       CGS
 OS0101  HISTORY     - 1949     GOOD             CGS
 OS0101
 OS0101                          STATION DESCRIPTION
 OS0101
 OS0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0101'3.4 MI SW FROM KEYAPAHA.
 OS0101'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0101'KEYAPAHA, THENCE 1.9 MILES SOUTH ALONG A DIRT ROAD, AND AT FARM
 OS0101'ROAD LEADING WEST, 40 FEET NORTH OF THE CENTER LINE OF THE FARM
 OS0101'ROAD, 31 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 OS0101'THE NORTH-SOUTH ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1
 OS0101'FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES
 OS0101'ABOVE THE GROUND.  STAMPED J 322 1946.
 OS0101
 OS0101                          STATION RECOVERY (1949)
 OS0101
 OS0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OS0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0753 ***********************************************************************
 OR0753  DESIGNATION -  J 323
 OR0753  PID         -  OR0753
 OR0753  STATE/COUNTY-  SD/TRIPP
 OR0753  COUNTRY     -  US
 OR0753  USGS QUAD   -  MILLBORO (2017)
 OR0753
 OR0753                         *CURRENT SURVEY CONTROL
 OR0753  ______________________________________________________________________
 OR0753* NAD 83(1986) POSITION- 43 02 20.     (N) 099 53 23.     (W)   SCALED
 OR0753* NAVD 88 ORTHO HEIGHT -   676.677 (meters)     2220.06  (feet) ADJUSTED
 OR0753  ______________________________________________________________________
 OR0753  GEOID HEIGHT    -        -24.069 (meters)                     GEOID18
 OR0753  DYNAMIC HEIGHT  -        676.421 (meters)     2219.22  (feet) COMP
 OR0753  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 OR0753
 OR0753  VERT ORDER      -  SECOND    CLASS 0
 OR0753
 OR0753.The horizontal coordinates were scaled from a map and have
 OR0753.an estimated accuracy of +/- 6 seconds.
 OR0753
 OR0753.The orthometric height was determined by differential leveling and
 OR0753.adjusted by the NATIONAL GEODETIC SURVEY
 OR0753.in June 1991.
 OR0753
 OR0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0753.GEOID18 height accuracy estimate available here.
 OR0753
 OR0753.Click photographs - Photos may exist for this station.
 OR0753
 OR0753.The dynamic height is computed by dividing the NAVD 88
 OR0753.geopotential number by the normal gravity value computed on the
 OR0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0753.degrees latitude (g = 980.6199 gals.).
 OR0753
 OR0753.The modeled gravity was interpolated from observed gravity values.
 OR0753
 OR0753;                    North         East    Units  Estimated Accuracy
 OR0753;SPC SD S     -    78,480.      636,150.      MT  (+/- 180 meters Scaled)
 OR0753
 OR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN275655(NAD 83)
 OR0753
 OR0753                          SUPERSEDED SURVEY CONTROL
 OR0753
 OR0753  NGVD 29 (??/??/92)  676.365  (m)         2219.04   (f) ADJ UNCH    2 0
 OR0753
 OR0753.Superseded values are not recommended for survey control.
 OR0753
 OR0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0753.See file dsdata.pdf to determine how the superseded data were derived.
 OR0753
 OR0753_MARKER: DB = BENCH MARK DISK
 OR0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0753_STAMPING: J 323 1946
 OR0753_MARK LOGO: CGS
 OR0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0753+STABILITY: SURFACE MOTION
 OR0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0753+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0753
 OR0753  HISTORY     - Date     Condition        Report By
 OR0753  HISTORY     - 1946     MONUMENTED       CGS
 OR0753  HISTORY     - 1962     POOR             USGS
 OR0753  HISTORY     - 19870708 POOR             NGS
 OR0753
 OR0753                          STATION DESCRIPTION
 OR0753
 OR0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0753'7 MI NW FROM WEWELA.
 OR0753'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0753'WEWELA, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0 MILE WEST
 OR0753'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 OR0753'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AND AT A ROAD
 OR0753'INTERSECTION, 35 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 OR0753'ROAD, 31 FEET NORTH OF AND ABOUT 3 FEET HIGHER THAN THE CENTER
 OR0753'LINE OF THE EAST-WEST ROAD, 6 FEET WEST OF THE RIGHT-OF-WAY
 OR0753'FENCE CORNER, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS
 OR0753'5 INCHES ABOVE THE GROUND.  NOTE-- OUT OF GROUND ABOUT 2-1/2
 OR0753'FEET.
 OR0753
 OR0753                          STATION RECOVERY (1962)
 OR0753
 OR0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0753'MARK RECOVERED IN POOR CONDITION.
 OR0753
 OR0753                          STATION RECOVERY (1987)
 OR0753
 OR0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0753'THE MARK WAS FOUND WITH DIRT GRADED AWAY FROM IT, BUT SOLID IN THE
 OR0753'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0840 ***********************************************************************
 NM0840  DESIGNATION -  J 324
 NM0840  PID         -  NM0840
 NM0840  STATE/COUNTY-  SD/UNION
 NM0840  COUNTRY     -  US
 NM0840  USGS QUAD   -  JEFFERSON (2017)
 NM0840
 NM0840                         *CURRENT SURVEY CONTROL
 NM0840  ______________________________________________________________________
 NM0840* NAD 83(1986) POSITION- 42 37 03.     (N) 096 34 43.     (W)   SCALED
 NM0840* NAVD 88 ORTHO HEIGHT -   339.721 (meters)     1114.57  (feet) ADJUSTED
 NM0840  ______________________________________________________________________
 NM0840  GEOID HEIGHT    -        -25.793 (meters)                     GEOID18
 NM0840  DYNAMIC HEIGHT  -        339.618 (meters)     1114.23  (feet) COMP
 NM0840  MODELED GRAVITY -    980,306.8   (mgal)                       NAVD 88
 NM0840
 NM0840  VERT ORDER      -  FIRST     CLASS II
 NM0840
 NM0840.The horizontal coordinates were scaled from a map and have
 NM0840.an estimated accuracy of +/- 6 seconds.
 NM0840
 NM0840.The orthometric height was determined by differential leveling and
 NM0840.adjusted by the NATIONAL GEODETIC SURVEY
 NM0840.in June 1991.
 NM0840
 NM0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0840.GEOID18 height accuracy estimate available here.
 NM0840
 NM0840.Click photographs - Photos may exist for this station.
 NM0840
 NM0840.The dynamic height is computed by dividing the NAVD 88
 NM0840.geopotential number by the normal gravity value computed on the
 NM0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0840.degrees latitude (g = 980.6199 gals.).
 NM0840
 NM0840.The modeled gravity was interpolated from observed gravity values.
 NM0840
 NM0840;                    North         East    Units  Estimated Accuracy
 NM0840;SPC SD S     -    38,530.      907,970.      MT  (+/- 180 meters Scaled)
 NM0840
 NM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN985211(NAD 83)
 NM0840
 NM0840                          SUPERSEDED SURVEY CONTROL
 NM0840
 NM0840  NGVD 29 (??/??/92)  339.547  (m)         1114.00   (f) ADJ UNCH    1 2
 NM0840
 NM0840.Superseded values are not recommended for survey control.
 NM0840
 NM0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0840.See file dsdata.pdf to determine how the superseded data were derived.
 NM0840
 NM0840_MARKER: DB = BENCH MARK DISK
 NM0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0840_STAMPING: J 324 1948
 NM0840_MARK LOGO: CGS
 NM0840_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0840+STABILITY: SURFACE MOTION
 NM0840
 NM0840  HISTORY     - Date     Condition        Report By
 NM0840  HISTORY     - 1948     MONUMENTED       CGS
 NM0840  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0840
 NM0840                          STATION DESCRIPTION
 NM0840
 NM0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0840'1.5 MI NW FROM JEFFERSON.
 NM0840'1.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0840'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, AT PRIVATE ROAD
 NM0840'CROSSING, 45.6 FEET NORTHWEST OF MILEPOST 104, 29.5 FEET SOUTHWEST
 NM0840'OF THE SOUTHWEST RAIL OF THE TRACK, 11.0 FEET SOUTHEAST OF THE
 NM0840'CENTER LINE OF THE ROAD, 1.2 FEET NORTHEAST OF THE SOUTHWEST
 NM0840'RIGHT-OF-WAY FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST,
 NM0840'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM0840'GROUND.
 NM0840
 NM0840                          STATION RECOVERY (2012)
 NM0840
 NM0840'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0840'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0791 ***********************************************************************
 NM0791  DESIGNATION -  J 325
 NM0791  PID         -  NM0791
 NM0791  STATE/COUNTY-  SD/UNION
 NM0791  COUNTRY     -  US
 NM0791  USGS QUAD   -  JEFFERSON (2017)
 NM0791
 NM0791                         *CURRENT SURVEY CONTROL
 NM0791  ______________________________________________________________________
 NM0791* NAD 83(1986) POSITION- 42 34 33.     (N) 096 36 22.     (W)   SCALED
 NM0791* NAVD 88 ORTHO HEIGHT -   340.565 (meters)     1117.34  (feet) ADJUSTED
 NM0791  ______________________________________________________________________
 NM0791  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 NM0791  DYNAMIC HEIGHT  -        340.459 (meters)     1116.99  (feet) COMP
 NM0791  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 NM0791
 NM0791  VERT ORDER      -  SECOND    CLASS 0
 NM0791
 NM0791.The horizontal coordinates were scaled from a map and have
 NM0791.an estimated accuracy of +/- 6 seconds.
 NM0791
 NM0791.The orthometric height was determined by differential leveling and
 NM0791.adjusted by the NATIONAL GEODETIC SURVEY
 NM0791.in June 1991.
 NM0791
 NM0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0791.GEOID18 height accuracy estimate available here.
 NM0791
 NM0791.Click photographs - Photos may exist for this station.
 NM0791
 NM0791.The dynamic height is computed by dividing the NAVD 88
 NM0791.geopotential number by the normal gravity value computed on the
 NM0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0791.degrees latitude (g = 980.6199 gals.).
 NM0791
 NM0791.The modeled gravity was interpolated from observed gravity values.
 NM0791
 NM0791;                    North         East    Units  Estimated Accuracy
 NM0791;SPC SD S     -    33,810.      905,920.      MT  (+/- 180 meters Scaled)
 NM0791
 NM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN964164(NAD 83)
 NM0791
 NM0791                          SUPERSEDED SURVEY CONTROL
 NM0791
 NM0791  NGVD 29 (??/??/92)  340.392  (m)         1116.77   (f) ADJ UNCH    2 0
 NM0791
 NM0791.Superseded values are not recommended for survey control.
 NM0791
 NM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0791.See file dsdata.pdf to determine how the superseded data were derived.
 NM0791
 NM0791_MARKER: DB = BENCH MARK DISK
 NM0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0791_STAMPING: J 325 1948
 NM0791_MARK LOGO: CGS
 NM0791_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0791+STABILITY: SURFACE MOTION
 NM0791
 NM0791  HISTORY     - Date     Condition        Report By
 NM0791  HISTORY     - 1948     MONUMENTED       CGS
 NM0791
 NM0791                          STATION DESCRIPTION
 NM0791
 NM0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0791'4.3 MI W FROM JEFFERSON.
 NM0791'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0791'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0791'WEST ALONG A PAVED ROAD, THENCE 2.0 MILE SOUTH ALONG A GRAVEL
 NM0791'ROAD, IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, AT THE CIVIL
 NM0791'BEND DIST. 5 SCHOOL, 81.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0791'EAST-WEST ROAD, 40.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0791'ROAD, 26.2 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 NM0791'SCHOOL BUILDING, 4.0 FEET NORTHWEST OF A 28-INCH TREE, SET IN THE
 NM0791'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0171 ***********************************************************************
 OQ0171  DESIGNATION -  J 326
 OQ0171  PID         -  OQ0171
 OQ0171  STATE/COUNTY-  SD/LINCOLN
 OQ0171  COUNTRY     -  US
 OQ0171  USGS QUAD   -  CANTON (2017)
 OQ0171
 OQ0171                         *CURRENT SURVEY CONTROL
 OQ0171  ______________________________________________________________________
 OQ0171* NAD 83(1986) POSITION- 43 19 18.     (N) 096 35 56.     (W)   SCALED
 OQ0171* NAVD 88 ORTHO HEIGHT -   405.565 (meters)     1330.59  (feet) ADJUSTED
 OQ0171  ______________________________________________________________________
 OQ0171  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 OQ0171  DYNAMIC HEIGHT  -        405.456 (meters)     1330.23  (feet) COMP
 OQ0171  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 OQ0171
 OQ0171  VERT ORDER      -  FIRST     CLASS II
 OQ0171
 OQ0171.The horizontal coordinates were scaled from a map and have
 OQ0171.an estimated accuracy of +/- 6 seconds.
 OQ0171
 OQ0171.The orthometric height was determined by differential leveling and
 OQ0171.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0171.in June 1991.
 OQ0171
 OQ0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0171.GEOID18 height accuracy estimate available here.
 OQ0171
 OQ0171.Click photographs - Photos may exist for this station.
 OQ0171
 OQ0171.The dynamic height is computed by dividing the NAVD 88
 OQ0171.geopotential number by the normal gravity value computed on the
 OQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0171.degrees latitude (g = 980.6199 gals.).
 OQ0171
 OQ0171.The modeled gravity was interpolated from observed gravity values.
 OQ0171
 OQ0171;                    North         East    Units  Estimated Accuracy
 OQ0171;SPC SD S     -   116,600.      902,790.      MT  (+/- 180 meters Scaled)
 OQ0171
 OQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN946993(NAD 83)
 OQ0171
 OQ0171                          SUPERSEDED SURVEY CONTROL
 OQ0171
 OQ0171  NGVD 29 (??/??/92)  405.322  (m)         1329.79   (f) ADJ UNCH    1 2
 OQ0171
 OQ0171.Superseded values are not recommended for survey control.
 OQ0171
 OQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0171.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0171
 OQ0171_MARKER: DB = BENCH MARK DISK
 OQ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0171_STAMPING: J 326 1949
 OQ0171_MARK LOGO: CGS
 OQ0171_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0171+STABILITY: SURFACE MOTION
 OQ0171
 OQ0171  HISTORY     - Date     Condition        Report By
 OQ0171  HISTORY     - 1949     MONUMENTED       CGS
 OQ0171  HISTORY     - 20110401 MARK NOT FOUND   INDIV
 OQ0171
 OQ0171                          STATION DESCRIPTION
 OQ0171
 OQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0171'2.2 MI WNW FROM CANTON.
 OQ0171'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0171'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CANTON, THENCE
 OQ0171'1.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0171'AND PACIFIC RAILROAD, 3 POLES NORTHWEST OF MILEPOST 52, 69.0
 OQ0171'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 46.0 FEET
 OQ0171'NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT SOUTHWEST OF THE
 OQ0171'RIGHT-OF-WAY FENCE, 1.7 FEET SOUTHEAST OF A REFERENCE POST,
 OQ0171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OQ0171'ABOVE THE GROUND.
 OQ0171
 OQ0171                          STATION RECOVERY (2011)
 OQ0171
 OQ0171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0155 ***********************************************************************
 OQ0155  DESIGNATION -  J 327
 OQ0155  PID         -  OQ0155
 OQ0155  STATE/COUNTY-  SD/LINCOLN
 OQ0155  COUNTRY     -  US
 OQ0155  USGS QUAD   -  HARRISBURG (2017)
 OQ0155
 OQ0155                         *CURRENT SURVEY CONTROL
 OQ0155  ______________________________________________________________________
 OQ0155* NAD 83(1986) POSITION- 43 28 29.     (N) 096 41 51.     (W)   SCALED
 OQ0155* NAVD 88 ORTHO HEIGHT -   441.331 (meters)     1447.93  (feet) ADJUSTED
 OQ0155  ______________________________________________________________________
 OQ0155  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 OQ0155  DYNAMIC HEIGHT  -        441.213 (meters)     1447.55  (feet) COMP
 OQ0155  MODELED GRAVITY -    980,340.5   (mgal)                       NAVD 88
 OQ0155
 OQ0155  VERT ORDER      -  FIRST     CLASS II
 OQ0155
 OQ0155.The horizontal coordinates were scaled from a map and have
 OQ0155.an estimated accuracy of +/- 6 seconds.
 OQ0155
 OQ0155.The orthometric height was determined by differential leveling and
 OQ0155.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0155.in June 1991.
 OQ0155
 OQ0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0155.GEOID18 height accuracy estimate available here.
 OQ0155
 OQ0155.Click photographs - Photos may exist for this station.
 OQ0155
 OQ0155.The dynamic height is computed by dividing the NAVD 88
 OQ0155.geopotential number by the normal gravity value computed on the
 OQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0155.degrees latitude (g = 980.6199 gals.).
 OQ0155
 OQ0155.The modeled gravity was interpolated from observed gravity values.
 OQ0155
 OQ0155;                    North         East    Units  Estimated Accuracy
 OQ0155;SPC SD S     -   133,240.      894,060.      MT  (+/- 180 meters Scaled)
 OQ0155
 OQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP862161(NAD 83)
 OQ0155
 OQ0155                          SUPERSEDED SURVEY CONTROL
 OQ0155
 OQ0155  NGVD 29 (??/??/92)  441.064  (m)         1447.06   (f) ADJ UNCH    1 2
 OQ0155
 OQ0155.Superseded values are not recommended for survey control.
 OQ0155
 OQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0155.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0155
 OQ0155_MARKER: DB = BENCH MARK DISK
 OQ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0155_STAMPING: J 327 1949
 OQ0155_MARK LOGO: CGS
 OQ0155_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0155+STABILITY: SURFACE MOTION
 OQ0155
 OQ0155  HISTORY     - Date     Condition        Report By
 OQ0155  HISTORY     - 1949     MONUMENTED       CGS
 OQ0155  HISTORY     - 20060201 MARK NOT FOUND   INDIV
 OQ0155  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 OQ0155
 OQ0155                          STATION DESCRIPTION
 OQ0155
 OQ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0155'3 MI N FROM HARRISBURG.
 OQ0155'3.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0155'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, 50.0
 OQ0155'FEET WEST OF THE WEST RAIL, 34.0 FEET SOUTH OF THE CENTER
 OQ0155'LINE OF THE ROAD, 2.5 FEET WEST OF A FENCE CORNER POST, 1.2
 OQ0155'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1.4 FEET EAST OF A
 OQ0155'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0155'0.6 FOOT ABOVE THE GROUND.
 OQ0155
 OQ0155                          STATION RECOVERY (2006)
 OQ0155
 OQ0155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MDD)
 OQ0155'THE CONCRETE BASE WAS FOUND ALONG WITH SEVERAL PIECES APPARENTLY
 OQ0155'BROKEN OFF THE MONUMENT CAUSING THE CAP TO BE REMOVED AND NOT FOUND.
 OQ0155'THE ELEVATION OF THE CONCRETE REMNANT WAS 0.60' LOWER THAN LISTED.
 OQ0155
 OQ0155                          STATION RECOVERY (2012)
 OQ0155
 OQ0155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0234 ***********************************************************************
 OQ0234  DESIGNATION -  J 328
 OQ0234  PID         -  OQ0234
 OQ0234  STATE/COUNTY-  SD/LINCOLN
 OQ0234  COUNTRY     -  US
 OQ0234  USGS QUAD   -  KLONDIKE (2018)
 OQ0234
 OQ0234                         *CURRENT SURVEY CONTROL
 OQ0234  ______________________________________________________________________
 OQ0234* NAD 83(1986) POSITION- 43 28 29.     (N) 096 36 30.     (W)   SCALED
 OQ0234* NAVD 88 ORTHO HEIGHT -   421.076 (meters)     1381.48  (feet) ADJUSTED
 OQ0234  ______________________________________________________________________
 OQ0234  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 OQ0234  DYNAMIC HEIGHT  -        420.965 (meters)     1381.12  (feet) COMP
 OQ0234  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 OQ0234
 OQ0234  VERT ORDER      -  SECOND    CLASS 0
 OQ0234
 OQ0234.The horizontal coordinates were scaled from a map and have
 OQ0234.an estimated accuracy of +/- 6 seconds.
 OQ0234
 OQ0234.The orthometric height was determined by differential leveling and
 OQ0234.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0234.in June 1991.
 OQ0234
 OQ0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0234.GEOID18 height accuracy estimate available here.
 OQ0234
 OQ0234.Click photographs - Photos may exist for this station.
 OQ0234
 OQ0234.The dynamic height is computed by dividing the NAVD 88
 OQ0234.geopotential number by the normal gravity value computed on the
 OQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0234.degrees latitude (g = 980.6199 gals.).
 OQ0234
 OQ0234.The modeled gravity was interpolated from observed gravity values.
 OQ0234
 OQ0234;                    North         East    Units  Estimated Accuracy
 OQ0234;SPC SD S     -   133,560.      901,260.      MT  (+/- 180 meters Scaled)
 OQ0234
 OQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP934163(NAD 83)
 OQ0234
 OQ0234                          SUPERSEDED SURVEY CONTROL
 OQ0234
 OQ0234  NGVD 29 (??/??/92)  420.814  (m)         1380.62   (f) ADJ UNCH    2 0
 OQ0234
 OQ0234.Superseded values are not recommended for survey control.
 OQ0234
 OQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0234.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0234
 OQ0234_MARKER: DB = BENCH MARK DISK
 OQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0234_STAMPING: J 328 1949
 OQ0234_MARK LOGO: CGS
 OQ0234_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0234+STABILITY: SURFACE MOTION
 OQ0234
 OQ0234  HISTORY     - Date     Condition        Report By
 OQ0234  HISTORY     - 1949     MONUMENTED       CGS
 OQ0234
 OQ0234                          STATION DESCRIPTION
 OQ0234
 OQ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0234'7.5 MI NE FROM HARRISBURG.
 OQ0234'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0234'AT HARRISBURG, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0234'0.2 MILE SOUTH OF A SCHOOLHOUSE, 38.0 FEET SOUTH OF THE CENTER LINE
 OQ0234'OF AN EAST-WEST ROAD, 37.0 FEET WEST OF THE CENTER LINE OF A
 OQ0234'NORTH-SOUTH ROAD, 8.0 FEET SOUTH OF THE CENTER OF A WIRE GATE,
 OQ0234'5.0 FEET SOUTH OF A FENCE CORNER POST, 1.2 FEET WEST OF THE FENCE,
 OQ0234'1.4 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 OQ0234'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0235 ***********************************************************************
 OQ0235  DESIGNATION -  J 328 RESET
 OQ0235  PID         -  OQ0235
 OQ0235  STATE/COUNTY-  SD/LINCOLN
 OQ0235  COUNTRY     -  US
 OQ0235  USGS QUAD   -  KLONDIKE (2018)
 OQ0235
 OQ0235                         *CURRENT SURVEY CONTROL
 OQ0235  ______________________________________________________________________
 OQ0235* NAD 83(1986) POSITION- 43 28 29.5    (N) 096 36 30.8    (W)   HD_HELD2
 OQ0235* NAVD 88 ORTHO HEIGHT -   420.72  (+/-2cm)     1380.3   (feet) VERTCON3
 OQ0235  ______________________________________________________________________
 OQ0235  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 OQ0235  VERT ORDER      -  THIRD (See Below)
 OQ0235
 OQ0235.The horizontal coordinates were established by autonomous hand held GPS
 OQ0235.observations and have an estimated accuracy of +/- 10 meters.
 OQ0235
 OQ0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0235
 OQ0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0235.GEOID18 height accuracy estimate available here.
 OQ0235
 OQ0235.The vertical order pertains to the NGVD 29 superseded value.
 OQ0235
 OQ0235.Click photographs - Photos may exist for this station.
 OQ0235
 OQ0235;                    North         East    Units  Estimated Accuracy
 OQ0235;SPC SD S     -   133,569.      901,244.      MT  (+/- 10 meters HH2 GPS)
 OQ0235
 OQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9341716327(NAD 83)
 OQ0235
 OQ0235                          SUPERSEDED SURVEY CONTROL
 OQ0235
 OQ0235  NGVD 29 (??/??/??)  420.46   (m)         1379.5    (f) RESET       3  
 OQ0235
 OQ0235.Superseded values are not recommended for survey control.
 OQ0235
 OQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0235.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0235
 OQ0235_MARKER: DB = BENCH MARK DISK
 OQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0235_STAMPING: J 328 RESET 1961
 OQ0235_MARK LOGO: CGS
 OQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0235+STABILITY: SURFACE MOTION
 OQ0235
 OQ0235  HISTORY     - Date     Condition        Report By
 OQ0235  HISTORY     - 1961     MONUMENTED       CGS
 OQ0235  HISTORY     - 20090216 GOOD             GEOCAC
 OQ0235
 OQ0235                          STATION DESCRIPTION
 OQ0235
 OQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OQ0235'7 MI NE FROM HARRISBURG.
 OQ0235'THIS MARK IS LOCATED 4.5 MILES EAST ALONG A SURFACED ROAD FROM
 OQ0235'THE RAILROAD STATION AT HARRISBURG, THENCE 3.0 MILES NORTH, IN
 OQ0235'THE SOUTHEAST ANGLE OF CROSSROADS, ABOUT 98 FEET EAST OF THE
 OQ0235'CENTERLINE OF THE NORTH-SOUTH ROAD, ABOUT 33 FEET SOUTH OF THE
 OQ0235'CENTERLINE OF THE EAST-WEST ROAD, 1 1/2 FEET WEST OF A WHITE
 OQ0235'WITNESS POST, 1 FOOT NORTH OF AN EAST-WEST FENCE, AND SET IN THE
 OQ0235'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 OQ0235
 OQ0235                          STATION RECOVERY (2009)
 OQ0235
 OQ0235'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0258 ***********************************************************************
 PR0258  DESIGNATION -  J 329
 PR0258  PID         -  PR0258
 PR0258  STATE/COUNTY-  SD/MOODY
 PR0258  COUNTRY     -  US
 PR0258  USGS QUAD   -  FLANDREAU NW (2017)
 PR0258
 PR0258                         *CURRENT SURVEY CONTROL
 PR0258  ______________________________________________________________________
 PR0258* NAD 83(1986) POSITION- 44 10 53.     (N) 096 44 57.     (W)   SCALED
 PR0258* NAVD 88 ORTHO HEIGHT -   476.650 (meters)     1563.81  (feet) ADJUSTED
 PR0258  ______________________________________________________________________
 PR0258  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 PR0258  DYNAMIC HEIGHT  -        476.548 (meters)     1563.47  (feet) COMP
 PR0258  MODELED GRAVITY -    980,391.2   (mgal)                       NAVD 88
 PR0258
 PR0258  VERT ORDER      -  SECOND    CLASS 0
 PR0258
 PR0258.The horizontal coordinates were scaled from a map and have
 PR0258.an estimated accuracy of +/- 6 seconds.
 PR0258
 PR0258.The orthometric height was determined by differential leveling and
 PR0258.adjusted by the NATIONAL GEODETIC SURVEY
 PR0258.in June 1991.
 PR0258
 PR0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0258.GEOID18 height accuracy estimate available here.
 PR0258
 PR0258.Click photographs - Photos may exist for this station.
 PR0258
 PR0258.The dynamic height is computed by dividing the NAVD 88
 PR0258.geopotential number by the normal gravity value computed on the
 PR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0258.degrees latitude (g = 980.6199 gals.).
 PR0258
 PR0258.The modeled gravity was interpolated from observed gravity values.
 PR0258
 PR0258;                    North         East    Units  Estimated Accuracy
 PR0258;SPC SD S     -   211,490.      886,490.      MT  (+/- 180 meters Scaled)
 PR0258
 PR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799944(NAD 83)
 PR0258
 PR0258                          SUPERSEDED SURVEY CONTROL
 PR0258
 PR0258  NGVD 29 (??/??/92)  476.382  (m)         1562.93   (f) ADJ UNCH    2 0
 PR0258
 PR0258.Superseded values are not recommended for survey control.
 PR0258
 PR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0258.See file dsdata.pdf to determine how the superseded data were derived.
 PR0258
 PR0258_MARKER: DB = BENCH MARK DISK
 PR0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0258_STAMPING: J 329 1949
 PR0258_MARK LOGO: CGS
 PR0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0258+STABILITY: SURFACE MOTION
 PR0258
 PR0258  HISTORY     - Date     Condition        Report By
 PR0258  HISTORY     - 1949     MONUMENTED       CGS
 PR0258
 PR0258                          STATION DESCRIPTION
 PR0258
 PR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0258'11.4 MI S FROM BROOKINGS.
 PR0258'7.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0258'BROOKINGS, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD,
 PR0258'THENCE 2.1 MILES SOUTH ALONG A GRAVELED ROAD, AT A JUNCTION
 PR0258'WITH A TRAIL LEADING EAST, 125 YARDS (PACED) NORTH OF THE NORTH
 PR0258'END OF A BRIDGE OVER THE BIG SIOUX RIVER, 42.0 FEET EAST OF THE
 PR0258'CENTER LINE OF THE NORTH-SOUTH ROAD, 23.0 FEET SOUTH OF THE
 PR0258'CENTER LINE OF THE TRAIL LEADING EAST, 1.5 FEET EAST OF A
 PR0258'REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 PR0258'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0369 ***********************************************************************
 PR0369  DESIGNATION -  J 330
 PR0369  PID         -  PR0369
 PR0369  STATE/COUNTY-  SD/BROOKINGS
 PR0369  COUNTRY     -  US
 PR0369  USGS QUAD   -  ESTELLINE (2017)
 PR0369
 PR0369                         *CURRENT SURVEY CONTROL
 PR0369  ______________________________________________________________________
 PR0369* NAD 83(1986) POSITION- 44 32 36.     (N) 096 53 17.     (W)   SCALED
 PR0369* NAVD 88 ORTHO HEIGHT -   501.412 (meters)     1645.05  (feet) ADJUSTED
 PR0369  ______________________________________________________________________
 PR0369  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 PR0369  DYNAMIC HEIGHT  -        501.337 (meters)     1644.80  (feet) COMP
 PR0369  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 PR0369
 PR0369  VERT ORDER      -  SECOND    CLASS 0
 PR0369
 PR0369.The horizontal coordinates were scaled from a map and have
 PR0369.an estimated accuracy of +/- 6 seconds.
 PR0369
 PR0369.The orthometric height was determined by differential leveling and
 PR0369.adjusted by the NATIONAL GEODETIC SURVEY
 PR0369.in June 1991.
 PR0369
 PR0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0369.GEOID18 height accuracy estimate available here.
 PR0369
 PR0369.Click photographs - Photos may exist for this station.
 PR0369
 PR0369.The dynamic height is computed by dividing the NAVD 88
 PR0369.geopotential number by the normal gravity value computed on the
 PR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0369.degrees latitude (g = 980.6199 gals.).
 PR0369
 PR0369.The modeled gravity was interpolated from observed gravity values.
 PR0369
 PR0369;                    North         East    Units  Estimated Accuracy
 PR0369;SPC SD N     -    83,650.      847,240.      MT  (+/- 180 meters Scaled)
 PR0369
 PR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ677343(NAD 83)
 PR0369
 PR0369                          SUPERSEDED SURVEY CONTROL
 PR0369
 PR0369  NGVD 29 (??/??/92)  501.139  (m)         1644.15   (f) ADJ UNCH    2 0
 PR0369
 PR0369.Superseded values are not recommended for survey control.
 PR0369
 PR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0369.See file dsdata.pdf to determine how the superseded data were derived.
 PR0369
 PR0369_MARKER: DB = BENCH MARK DISK
 PR0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0369_STAMPING: J 330 1949
 PR0369_MARK LOGO: CGS
 PR0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0369+STABILITY: SURFACE MOTION
 PR0369
 PR0369  HISTORY     - Date     Condition        Report By
 PR0369  HISTORY     - 1949     MONUMENTED       CGS
 PR0369
 PR0369                          STATION DESCRIPTION
 PR0369
 PR0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0369'3 MI S FROM ESTELLINE.
 PR0369'0.9 MI E ALONG ST HWY 28 FROM THE CHICAGO AND NORTH WESTERN RY
 PR0369'STATION AT ESTELLINE, THENCE 2 MI S ALONG A GRAVELED ROAD, THENCE
 PR0369'0.1 MI W ALONG A GRAVELED ROAD, 1.15 MI N OF BM H 330, AT A ROAD
 PR0369'JCT, 116 FT W OF THE CENTER LINE OF A RD LEADING S, 95 FT S OF
 PR0369'THE CENTERLINE OF AN E-W ROAD, 50 FT SW OF THE CENTERLINE OF A
 PR0369'RD ALONG THE SW SIDE OF A TRIANGULAR PLOT OF GROUND AT THE ROAD
 PR0369'JCT, 2.3 FT NE OF A FENCE, 2 FT NW OF A REFERENCE POST, AND SET
 PR0369'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1016 ***********************************************************************
 NM1016  DESIGNATION -  J 331
 NM1016  PID         -  NM1016
 NM1016  STATE/COUNTY-  SD/YANKTON
 NM1016  COUNTRY     -  US
 NM1016  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1016
 NM1016                         *CURRENT SURVEY CONTROL
 NM1016  ______________________________________________________________________
 NM1016* NAD 83(1986) POSITION- 42 52 26.     (N) 097 29 46.     (W)   SCALED
 NM1016* NAVD 88 ORTHO HEIGHT -   372.937 (meters)     1223.54  (feet) ADJUSTED
 NM1016  ______________________________________________________________________
 NM1016  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 NM1016  DYNAMIC HEIGHT  -        372.825 (meters)     1223.18  (feet) COMP
 NM1016  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 NM1016
 NM1016  VERT ORDER      -  FIRST     CLASS II
 NM1016
 NM1016.The horizontal coordinates were scaled from a map and have
 NM1016.an estimated accuracy of +/- 6 seconds.
 NM1016
 NM1016.The orthometric height was determined by differential leveling and
 NM1016.adjusted by the NATIONAL GEODETIC SURVEY
 NM1016.in June 1991.
 NM1016
 NM1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1016.GEOID18 height accuracy estimate available here.
 NM1016
 NM1016.Click photographs - Photos may exist for this station.
 NM1016
 NM1016.The dynamic height is computed by dividing the NAVD 88
 NM1016.geopotential number by the normal gravity value computed on the
 NM1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1016.degrees latitude (g = 980.6199 gals.).
 NM1016
 NM1016.The modeled gravity was interpolated from observed gravity values.
 NM1016
 NM1016;                    North         East    Units  Estimated Accuracy
 NM1016;SPC SD S     -    64,010.      831,780.      MT  (+/- 180 meters Scaled)
 NM1016
 NM1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN228479(NAD 83)
 NM1016
 NM1016                          SUPERSEDED SURVEY CONTROL
 NM1016
 NM1016  NGVD 29 (??/??/92)  372.727  (m)         1222.86   (f) ADJ UNCH    1 2
 NM1016
 NM1016.Superseded values are not recommended for survey control.
 NM1016
 NM1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1016.See file dsdata.pdf to determine how the superseded data were derived.
 NM1016
 NM1016_MARKER: DB = BENCH MARK DISK
 NM1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1016_STAMPING: J 331 1949
 NM1016_MARK LOGO: CGS
 NM1016_PROJECTION: PROJECTING 18 CENTIMETERS
 NM1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1016+STABILITY: SURFACE MOTION
 NM1016
 NM1016  HISTORY     - Date     Condition        Report By
 NM1016  HISTORY     - 1949     MONUMENTED       CGS
 NM1016  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1016  HISTORY     - 20120319 MARK NOT FOUND   INDIV
 NM1016
 NM1016                          STATION DESCRIPTION
 NM1016
 NM1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1016'5.8 MI NW FROM YANKTON.
 NM1016'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1016'AT YANKTON, THENCE 0.3 MILE SOUTH AND 3.95 MILES WEST ALONG A
 NM1016'GRAVELED ROAD, AT THE CHARVIL FARM, 33 FEET SOUTH AND 3.95 MILES
 NM1016'WEST ALONG A GRAVELED ROAD, AT THE CHARVIL FARM, 33 FEET SOUTH
 NM1016'OF THE CENTER LINE OF THE GRAVELED ROAD, 25 FEET NORTH OF THE
 NM1016'NORTHWEST CORNER OF A WHITE BARN, 1.2 FEET WEST OF A ROCK WALL
 NM1016'WHICK IS 1.5 FEET HIGH, 1.4 FEET SOUTH OF A REFERENCE POST, AND
 NM1016'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 NM1016'THE GROUND.
 NM1016
 NM1016                          STATION RECOVERY (1967)
 NM1016
 NM1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1016'MARK NOT FOUND.
 NM1016
 NM1016                          STATION RECOVERY (2012)
 NM1016
 NM1016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0363 ***********************************************************************
 PT0363  DESIGNATION -  J 332
 PT0363  PID         -  PT0363
 PT0363  STATE/COUNTY-  SD/STANLEY
 PT0363  COUNTRY     -  US
 PT0363  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0363
 PT0363                         *CURRENT SURVEY CONTROL
 PT0363  ______________________________________________________________________
 PT0363* NAD 83(1986) POSITION- 44 30 29.     (N) 100 35 30.     (W)   SCALED
 PT0363* NAVD 88 ORTHO HEIGHT -   442.176 (meters)     1450.71  (feet) ADJUSTED
 PT0363  ______________________________________________________________________
 PT0363  GEOID HEIGHT    -        -22.812 (meters)                     GEOID18
 PT0363  DYNAMIC HEIGHT  -        442.088 (meters)     1450.42  (feet) COMP
 PT0363  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0363
 PT0363  VERT ORDER      -  FIRST     CLASS II
 PT0363
 PT0363.The horizontal coordinates were scaled from a map and have
 PT0363.an estimated accuracy of +/- 6 seconds.
 PT0363
 PT0363.The orthometric height was determined by differential leveling and
 PT0363.adjusted by the NATIONAL GEODETIC SURVEY
 PT0363.in June 1991.
 PT0363
 PT0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0363.GEOID18 height accuracy estimate available here.
 PT0363
 PT0363.Click photographs - Photos may exist for this station.
 PT0363
 PT0363.The dynamic height is computed by dividing the NAVD 88
 PT0363.geopotential number by the normal gravity value computed on the
 PT0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0363.degrees latitude (g = 980.6199 gals.).
 PT0363
 PT0363.The modeled gravity was interpolated from observed gravity values.
 PT0363
 PT0363;                    North         East    Units  Estimated Accuracy
 PT0363;SPC SD S     -   241,640.      579,460.      MT  (+/- 180 meters Scaled)
 PT0363
 PT0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ734295(NAD 83)
 PT0363
 PT0363                          SUPERSEDED SURVEY CONTROL
 PT0363
 PT0363  NGVD 29 (??/??/92)  441.795  (m)         1449.46   (f) ADJ UNCH    1 2
 PT0363
 PT0363.Superseded values are not recommended for survey control.
 PT0363
 PT0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0363.See file dsdata.pdf to determine how the superseded data were derived.
 PT0363
 PT0363_MARKER: DB = BENCH MARK DISK
 PT0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0363_STAMPING: J 332 1949
 PT0363_MARK LOGO: CGS
 PT0363_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0363+STABILITY: SURFACE MOTION
 PT0363
 PT0363  HISTORY     - Date     Condition        Report By
 PT0363  HISTORY     - 1949     MONUMENTED       CGS
 PT0363  HISTORY     - 1951     GOOD             CGS
 PT0363
 PT0363                          STATION DESCRIPTION
 PT0363
 PT0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0363'20.6 MI NW FROM FORT PIERRE.
 PT0363'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0363'COURTHOUSE AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG
 PT0363'MISSION RIDGE ROAD, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD,
 PT0363'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, 125 YARDS (PACED) NORTH
 PT0363'OF CURVE IN ROAD, 96 YARDS (PACED) WEST OF THE RIVER BOTTOM
 PT0363'SCHOOLHOUSE, 41 FEET EAST OF THE CENTER LINE OF ROAD, 11 FEET
 PT0363'SOUTH OF THE CENTER LINE OF A TRAIL ROAD LEADING TO THE SCHOOLHOUSE,
 PT0363'6.0 FEET EAST OF A FENCE LINE, 4.5 FEET WEST OF A FORKED COTTONWOOD
 PT0363'TREE, 1.5 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP
 PT0363'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 PT0363
 PT0363                          STATION RECOVERY (1951)
 PT0363
 PT0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0034 ***********************************************************************
 QS0034  DESIGNATION -  J 333
 QS0034  PID         -  QS0034
 QS0034  STATE/COUNTY-  SD/CAMPBELL
 QS0034  COUNTRY     -  US
 QS0034  USGS QUAD   -  POLLOCK NW (2017)
 QS0034
 QS0034                         *CURRENT SURVEY CONTROL
 QS0034  ______________________________________________________________________
 QS0034* NAD 83(1986) POSITION- 45 56 07.     (N) 100 25 48.     (W)   SCALED
 QS0034* NAVD 88 ORTHO HEIGHT -   504.752 (meters)     1656.01  (feet) ADJUSTED
 QS0034  ______________________________________________________________________
 QS0034  GEOID HEIGHT    -        -21.719 (meters)                     GEOID18
 QS0034  DYNAMIC HEIGHT  -        504.725 (meters)     1655.92  (feet) COMP
 QS0034  MODELED GRAVITY -    980,546.5   (mgal)                       NAVD 88
 QS0034
 QS0034  VERT ORDER      -  FIRST     CLASS II
 QS0034
 QS0034.The horizontal coordinates were scaled from a map and have
 QS0034.an estimated accuracy of +/- 6 seconds.
 QS0034
 QS0034.The orthometric height was determined by differential leveling and
 QS0034.adjusted by the NATIONAL GEODETIC SURVEY
 QS0034.in June 1991.
 QS0034
 QS0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0034.GEOID18 height accuracy estimate available here.
 QS0034
 QS0034.Click photographs - Photos may exist for this station.
 QS0034
 QS0034.The dynamic height is computed by dividing the NAVD 88
 QS0034.geopotential number by the normal gravity value computed on the
 QS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0034.degrees latitude (g = 980.6199 gals.).
 QS0034
 QS0034.The modeled gravity was interpolated from observed gravity values.
 QS0034
 QS0034;                    North         East    Units  Estimated Accuracy
 QS0034;SPC SD N     -   233,680.      566,650.      MT  (+/- 180 meters Scaled)
 QS0034
 QS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR891878(NAD 83)
 QS0034
 QS0034                          SUPERSEDED SURVEY CONTROL
 QS0034
 QS0034  NGVD 29 (??/??/92)  504.371  (m)         1654.76   (f) ADJ UNCH    1 2
 QS0034
 QS0034.Superseded values are not recommended for survey control.
 QS0034
 QS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0034.See file dsdata.pdf to determine how the superseded data were derived.
 QS0034
 QS0034_MARKER: DB = BENCH MARK DISK
 QS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0034_STAMPING: J 333 1949
 QS0034_MARK LOGO: CGS
 QS0034_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0034+STABILITY: SURFACE MOTION
 QS0034
 QS0034  HISTORY     - Date     Condition        Report By
 QS0034  HISTORY     - 1949     MONUMENTED       CGS
 QS0034  HISTORY     - 19800926 GOOD             NGS
 QS0034
 QS0034                          STATION DESCRIPTION
 QS0034
 QS0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0034'8.3 MI NW FROM POLLOCK.
 QS0034'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0034'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH OF A GRADED DIRT
 QS0034'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 QS0034'0.5 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST
 QS0034'ALONG A GRADED DIRT ROAD, ABOUT 0.4 MILE NORTHEAST OF A LARGE
 QS0034'OPEN GRAVEL PIT, 115 FEET SOUTHWEST OF THE CENTER LINE OF A
 QS0034'LONG CURVE IN THE ROAD, 5.0 FEET SOUTHEAST OF THE SOUTH GATE
 QS0034'POST, 1.4 FEET EAST OF A FENCE LINE, 1.0 FOOT SOUTH OF A REFERENCE
 QS0034'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 QS0034'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.55 MILE
 QS0034'SOUTH OF THE NORTH AND SOUTH DAKOTA STATE LINE.  NOTE-- 1964
 QS0034'REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY
 QS0034'0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0034
 QS0034                          STATION RECOVERY (1980)
 QS0034
 QS0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QS0034'THE STATION IS LOCATED ABOUT 6 MILES (9.7 KM) NORTHWEST OF POLLOCK, 4
 QS0034'1/4 MILES EAST OF THE MISSOURI RIVER AND 0.6 MILE (1.0 KM) SOUTH OF
 QS0034'THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE.  TO REACH THE STATION FROM
 QS0034'THE POST OFFICE IN POLLOCK, GO NORTH ON AN ASPHALT STREET FOR 1.05
 QS0034'MILES (1.69 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW GRAVELED
 QS0034'ROAD WEST AND NORTH FOR 6.6 MILES (10.6 KM) TO A CURVE.  CONTINUE ON
 QS0034'MAIN ROAD, NORTHWEST, FOR 0.45 MILE (0.72 KM) TO A SIDE RAOD LEFT.
 QS0034'TURN LEFT AND GO WEST FOR 0.4 MILE (0.6 KM) TO THE MARK.  THE STATION
 QS0034'IS A CGS BENCH MARK DISK STAMPED J 333 1949 SET INTO THE TOP OF A
 QS0034'12-INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES / LOCATED 1.5 METERS
 QS0034'(4.9 FT) NORTHEAST FORM A FENCE CORNER POST, 0.9 METERS (3.0 FT) EAST
 QS0034'FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0477 ***********************************************************************
 OT0477  DESIGNATION -  J 334
 OT0477  PID         -  OT0477
 OT0477  STATE/COUNTY-  SD/FALL RIVER
 OT0477  COUNTRY     -  US
 OT0477  USGS QUAD   -  EDGEMONT SW (2017)
 OT0477
 OT0477                         *CURRENT SURVEY CONTROL
 OT0477  ______________________________________________________________________
 OT0477* NAD 83(1986) POSITION- 43 22 03.     (N) 103 53 40.     (W)   SCALED
 OT0477* NAVD 88 ORTHO HEIGHT -  1060.509 (meters)     3479.35  (feet) ADJUSTED
 OT0477  ______________________________________________________________________
 OT0477  GEOID HEIGHT    -        -14.895 (meters)                     GEOID18
 OT0477  DYNAMIC HEIGHT  -       1060.071 (meters)     3477.92  (feet) COMP
 OT0477  MODELED GRAVITY -    980,170.8   (mgal)                       NAVD 88
 OT0477
 OT0477  VERT ORDER      -  FIRST     CLASS II
 OT0477
 OT0477.The horizontal coordinates were scaled from a map and have
 OT0477.an estimated accuracy of +/- 6 seconds.
 OT0477
 OT0477.The orthometric height was determined by differential leveling and
 OT0477.adjusted by the NATIONAL GEODETIC SURVEY
 OT0477.in June 1991.
 OT0477
 OT0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0477.GEOID18 height accuracy estimate available here.
 OT0477
 OT0477.Click photographs - Photos may exist for this station.
 OT0477
 OT0477.The dynamic height is computed by dividing the NAVD 88
 OT0477.geopotential number by the normal gravity value computed on the
 OT0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0477.degrees latitude (g = 980.6199 gals.).
 OT0477
 OT0477.The modeled gravity was interpolated from observed gravity values.
 OT0477
 OT0477;                    North         East    Units  Estimated Accuracy
 OT0477;SPC SD S     -   121,070.      311,470.      MT  (+/- 180 meters Scaled)
 OT0477
 OT0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ895022(NAD 83)
 OT0477
 OT0477                          SUPERSEDED SURVEY CONTROL
 OT0477
 OT0477  NGVD 29 (??/??/92) 1059.972  (m)         3477.59   (f) ADJ UNCH    1 2
 OT0477
 OT0477.Superseded values are not recommended for survey control.
 OT0477
 OT0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0477.See file dsdata.pdf to determine how the superseded data were derived.
 OT0477
 OT0477_MARKER: DB = BENCH MARK DISK
 OT0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0477_SP_SET: ABUTMENT
 OT0477_STAMPING: J 334 1957
 OT0477_MARK LOGO: CGS
 OT0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0477
 OT0477  HISTORY     - Date     Condition        Report By
 OT0477  HISTORY     - 1957     MONUMENTED       CGS
 OT0477
 OT0477                          STATION DESCRIPTION
 OT0477
 OT0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0477'6 MI NW FROM EDGEMONT.
 OT0477'ABOUT 6.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0477'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 9,
 OT0477'T. 8 S., R. 2 E, IN THE TOP OF THE NORTHEAST END OF THE
 OT0477'SOUTHEAST ABUTMENT OF BRIDGE 482.22, 7 FEET NORTHEAST OF THE
 OT0477'NORTHEAST RAIL AND ABOUT 3 1/2 FEET BELOW THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0428 ***********************************************************************
 OT0428  DESIGNATION -  J 335
 OT0428  PID         -  OT0428
 OT0428  STATE/COUNTY-  SD/FALL RIVER
 OT0428  COUNTRY     -  US
 OT0428  USGS QUAD   -  ARDMORE (2017)
 OT0428
 OT0428                         *CURRENT SURVEY CONTROL
 OT0428  ______________________________________________________________________
 OT0428* NAD 83(1986) POSITION- 43 00 04.70   (N) 103 39 15.32   (W)   HD_HELD1
 OT0428* NAVD 88 ORTHO HEIGHT -  1090.070 (meters)     3576.34  (feet) ADJUSTED
 OT0428  ______________________________________________________________________
 OT0428  GEOID HEIGHT    -        -16.061 (meters)                     GEOID18
 OT0428  DYNAMIC HEIGHT  -       1089.570 (meters)     3574.70  (feet) COMP
 OT0428  MODELED GRAVITY -    980,124.0   (mgal)                       NAVD 88
 OT0428
 OT0428  VERT ORDER      -  FIRST     CLASS II
 OT0428
 OT0428.The horizontal coordinates were determined by differentially corrected
 OT0428.hand held GPS observations or other comparable positioning techniques
 OT0428.and have an estimated accuracy of +/- 3 meters.
 OT0428
 OT0428.The orthometric height was determined by differential leveling and
 OT0428.adjusted by the NATIONAL GEODETIC SURVEY
 OT0428.in June 1991.
 OT0428
 OT0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0428.GEOID18 height accuracy estimate available here.
 OT0428
 OT0428.Click photographs - Photos may exist for this station.
 OT0428
 OT0428.The dynamic height is computed by dividing the NAVD 88
 OT0428.geopotential number by the normal gravity value computed on the
 OT0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0428.degrees latitude (g = 980.6199 gals.).
 OT0428
 OT0428.The modeled gravity was interpolated from observed gravity values.
 OT0428
 OT0428;                    North         East    Units  Estimated Accuracy
 OT0428;SPC SD S     -    79,618.9     329,296.3     MT  (+/- 3 meters HH1 GPS) 
 OT0428
 OT0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0968761838(NAD 83)
 OT0428
 OT0428                          SUPERSEDED SURVEY CONTROL
 OT0428
 OT0428  NGVD 29 (??/??/92) 1089.517  (m)         3574.52   (f) ADJ UNCH    1 2
 OT0428
 OT0428.Superseded values are not recommended for survey control.
 OT0428
 OT0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0428.See file dsdata.pdf to determine how the superseded data were derived.
 OT0428
 OT0428_MARKER: DB = BENCH MARK DISK
 OT0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0428_STAMPING: J 335 1957
 OT0428_MARK LOGO: CGS
 OT0428_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0428_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0428+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2022
 OT0428_ROD/PIPE-DEPTH: 7.6 meters
 OT0428
 OT0428  HISTORY     - Date     Condition        Report By
 OT0428  HISTORY     - 1957     MONUMENTED       CGS
 OT0428  HISTORY     - 1985     GOOD             NGS
 OT0428  HISTORY     - 20220317 GOOD             NEGS
 OT0428
 OT0428                          STATION DESCRIPTION
 OT0428
 OT0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0428'1.4 MI S FROM ARDMORE.
 OT0428'ABOUT 1.35 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0428'RAILROAD FROM THE STATION AT ARDMORE, 160.5 FEET SOUTH AND
 OT0428'ACROSS THE TRACK FROM MILEPOST 449, 140 FEET NORTHWEST OF THE
 OT0428'CENTER OF THE CROSSING OF THE TRACK AND A ROAD WHICH FOLLOWS
 OT0428'THE NEBRASKA-SOUTH DAKOTA STATE LINE, 46 FEET SOUTHWEST OF THE
 OT0428'SOUTHWEST RAIL, 2 FEET NORTHEAST OF A FENCE LINE, 3 FEET NORTHWEST
 OT0428'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 OT0428'RAIL, A DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 OT0428'TO A DEPTH OF 25 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE
 OT0428'WHICH PROJECTS 7 INCHES.  THIS MARK IS 26.0 MILES NORTHWEST ALONG
 OT0428'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION
 OT0428'AT CRAWFORD, NEBRASKA.
 OT0428
 OT0428                          STATION RECOVERY (1985)
 OT0428
 OT0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0428'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 OT0428'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUST 71 FROM THE JUNCTION OF
 OT0428'MAIN STREET AT CRAWFORD, THENCE 3.3 KM (2.7 MI) NORTH ALONG STATE
 OT0428'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 OT0428'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 OT0428'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 35.1
 OT0428'KM (21.75 MI) NORTH-NORTHWEST ALONG THE NORTHEAST SIDE OF THE TRACKS
 OT0428'TO A POINT WHERE THE ROAD TURNS NORTH, THENCE 1.2 KM (0.75 MI) NORTH
 OT0428'ALONG A GRAVEL ROAD TO THE JUNCTION OF STATE ROUTES 71 AND 2, THENCE
 OT0428'WEST ALONG STATE ROUTES 71 AND 2, ALSO 2.3 KM (1.4 MI) SOUTH ALONG
 OT0428'STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 5 EAST AND 6412 WEST
 OT0428'IN ARDMORE, 48.9 METERS (160.5 FT) SOUTH OF MILEPOLE 449, 14.0 METERS
 OT0428'(46 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 0.6 METER (2 FT)
 OT0428'NORTHEAST OF A FENCE.
 OT0428'THE MARK IS 0.9 METERS  NW FROM  A WITNESS POST
 OT0428'THE MARK IS 1.2 M BELOW THE TRACKS.
 OT0428
 OT0428                          STATION RECOVERY (2022)
 OT0428
 OT0428'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2022 (TH)
 OT0428'TO REACH FROM THE NORTH JUNCTION OF U.S. HIGHWAY 20 AND NE. HIGHWAY 71
 OT0428'IN CRAWFORD, NE., GO NORTH ON NE. HIGHWAY 71 APPROXIMATELY 28.56 MI
 OT0428'(45.95 KM) TO THE INTERSECTION OF NE. HIGHWAY 71 AND A FIELD DRIVE
 OT0428'(SOUTHWEST).  TURN LEFT AND GO SOUTHWEST ONTO FIELD DRIVE AND GO
 OT0428'APPROXIMATELY 220' TO A RAILROAD CROSSING.  THE MARK IS ON THE WEST
 OT0428'SIDE OF THE TRACKS NEAR A SE TO NW FENCE LINE.  THE MARK IS 46.5 FT
 OT0428'(14.2 M) SOUTHWEST OF THE CENTER OF THE WEST RAIL, 135 FT (41.1 M)
 OT0428'NORTHWEST OF THE EXTENDED CENTERLINE OF THE FIELD DRIVE OVER THE
 OT0428'TRACKS, 2.0 FT (0.6 M) NORTHWEST OF AN ORANGE WITNESS POST AND 40.0 FT
 OT0428'(12.2 M) NORTHWEST OF A NAIL IN THE SIDE OF A FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0257 ***********************************************************************
 OR0257  DESIGNATION -  J 336
 OR0257  PID         -  OR0257
 OR0257  STATE/COUNTY-  SD/CHARLES MIX
 OR0257  COUNTRY     -  US
 OR0257  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0257
 OR0257                         *CURRENT SURVEY CONTROL
 OR0257  ______________________________________________________________________
 OR0257* NAD 83(1986) POSITION- 43 04 58.     (N) 098 32 44.     (W)   SCALED
 OR0257* NAVD 88 ORTHO HEIGHT -   436.255 (meters)     1431.28  (feet) ADJUSTED
 OR0257  ______________________________________________________________________
 OR0257  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 OR0257  DYNAMIC HEIGHT  -        436.112 (meters)     1430.81  (feet) COMP
 OR0257  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 OR0257
 OR0257  VERT ORDER      -  FIRST     CLASS II
 OR0257
 OR0257.The horizontal coordinates were scaled from a map and have
 OR0257.an estimated accuracy of +/- 6 seconds.
 OR0257
 OR0257.The orthometric height was determined by differential leveling and
 OR0257.adjusted by the NATIONAL GEODETIC SURVEY
 OR0257.in June 1994.
 OR0257
 OR0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0257.GEOID18 height accuracy estimate available here.
 OR0257
 OR0257.Click photographs - Photos may exist for this station.
 OR0257
 OR0257.The dynamic height is computed by dividing the NAVD 88
 OR0257.geopotential number by the normal gravity value computed on the
 OR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0257.degrees latitude (g = 980.6199 gals.).
 OR0257
 OR0257.The modeled gravity was interpolated from observed gravity values.
 OR0257
 OR0257;                    North         East    Units  Estimated Accuracy
 OR0257;SPC SD S     -    84,820.      745,560.      MT  (+/- 180 meters Scaled)
 OR0257
 OR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369701(NAD 83)
 OR0257
 OR0257                          SUPERSEDED SURVEY CONTROL
 OR0257
 OR0257  NAVD 88 (06/15/91)  436.237  (m)         1431.22   (f) SUPERSEDED  1 2
 OR0257  NGVD 29 (??/??/92)  435.935  (m)         1430.23   (f) ADJ UNCH    1 2
 OR0257
 OR0257.Superseded values are not recommended for survey control.
 OR0257
 OR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0257.See file dsdata.pdf to determine how the superseded data were derived.
 OR0257
 OR0257_MARKER: DB = BENCH MARK DISK
 OR0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0257_STAMPING: J 336 1949
 OR0257_MARK LOGO: CGS
 OR0257_PROJECTION: FLUSH
 OR0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0257+STABILITY: SURFACE MOTION
 OR0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0257+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0257
 OR0257  HISTORY     - Date     Condition        Report By
 OR0257  HISTORY     - 1949     MONUMENTED       CGS
 OR0257  HISTORY     - 19930919 GOOD             NGS
 OR0257  HISTORY     - 20121212 GOOD             INDIV
 OR0257
 OR0257                          STATION DESCRIPTION
 OR0257
 OR0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0257'2.9 MI N FROM PICKSTOWN.
 OR0257'2.0 MILES NORTH ALONG THE ACCESS HIGHWAY FROM THE JUNCTION OF THE
 OR0257'ACCESS HIGHWAY WITH LEWIS AVENUE AT PICKSTOWN, THENCE 0.9 MILE
 OR0257'SOUTH ALONG A DIRT ROAD, 1.0 MILE SOUTH OF BENCH MARKS AA 4 AND
 OR0257'CA1/1, AT A T-JUNCTION OF DIRT ROADS, 84.0 FEET NORTH OF THE
 OR0257'CENTER LINE OF THE EAST-WEST ROAD, 74.0 FEET EAST OF THE CENTER
 OR0257'LINE OF THE ROAD LEADING NORTH TO THE ACCESS HIGHWAY, AT THE
 OR0257'SOUTHWEST CORNER OF A GRAVEL STOCK PILE YARD, 38.0 FEET NORTHEAST
 OR0257'OF THE CENTER LINE OF THE ROAD FORMING THE NORTHEAST SIDE OF THE
 OR0257'TRIANGLE FORMED BY THE JUNCTION, 6.2 FEET EAST OF A TELEPHONE
 OR0257'POLE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 OR0257'CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0257
 OR0257                          STATION RECOVERY (1993)
 OR0257
 OR0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0257'1.5 KM (0.95 MI) NORTHERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0257'OF STATE HIGHWAY 46 IN PICKSTOWN, THENCE 1.0 KM (0.60 MI) WESTERLY
 OR0257'ALONG A PAVED ROAD, 56.0 M (183.7 FT) NORTHWEST OF THE NORTHWEST LEG
 OR0257'OF A HIGH LINE TOWER, 26.2 M (86.0 FT) WEST OF THE ROAD CENTERLINE,
 OR0257'12.7 M (41.7 FT) NORTHEAST OF THE CENTER OF THE NORTHEAST LEG OF A
 OR0257'Y-ROAD JUNCTION, 3.2 M (10.5 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 OR0257'JUNCTION BOX, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0
 OR0257'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OR0257'GROUND SURFACE.
 OR0257
 OR0257                          STATION RECOVERY (2012)
 OR0257
 OR0257'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0320 ***********************************************************************
 OR0320  DESIGNATION -  J 337
 OR0320  PID         -  OR0320
 OR0320  STATE/COUNTY-  SD/GREGORY
 OR0320  COUNTRY     -  US
 OR0320  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0320
 OR0320                         *CURRENT SURVEY CONTROL
 OR0320  ______________________________________________________________________
 OR0320* NAD 83(1986) POSITION- 43 00 58.     (N) 098 33 23.     (W)   SCALED
 OR0320* NAVD 88 ORTHO HEIGHT -   521.790 (meters)     1711.91  (feet) ADJUSTED
 OR0320  ______________________________________________________________________
 OR0320  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 OR0320  DYNAMIC HEIGHT  -        521.612 (meters)     1711.32  (feet) COMP
 OR0320  MODELED GRAVITY -    980,263.3   (mgal)                       NAVD 88
 OR0320
 OR0320  VERT ORDER      -  SECOND    CLASS 0
 OR0320
 OR0320.The horizontal coordinates were scaled from a map and have
 OR0320.an estimated accuracy of +/- 6 seconds.
 OR0320
 OR0320.The orthometric height was determined by differential leveling and
 OR0320.adjusted by the NATIONAL GEODETIC SURVEY
 OR0320.in June 1991.
 OR0320
 OR0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0320.GEOID18 height accuracy estimate available here.
 OR0320
 OR0320.Click photographs - Photos may exist for this station.
 OR0320
 OR0320.The dynamic height is computed by dividing the NAVD 88
 OR0320.geopotential number by the normal gravity value computed on the
 OR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0320.degrees latitude (g = 980.6199 gals.).
 OR0320
 OR0320.The modeled gravity was interpolated from observed gravity values.
 OR0320
 OR0320;                    North         East    Units  Estimated Accuracy
 OR0320;SPC SD S     -    77,400.      744,840.      MT  (+/- 180 meters Scaled)
 OR0320
 OR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN361626(NAD 83)
 OR0320
 OR0320                          SUPERSEDED SURVEY CONTROL
 OR0320
 OR0320  NGVD 29 (??/??/92)  521.493  (m)         1710.93   (f) ADJ UNCH    2 0
 OR0320
 OR0320.Superseded values are not recommended for survey control.
 OR0320
 OR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0320.See file dsdata.pdf to determine how the superseded data were derived.
 OR0320
 OR0320_MARKER: DB = BENCH MARK DISK
 OR0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0320_STAMPING: J 337 1949
 OR0320_MARK LOGO: CGS
 OR0320_PROJECTION: FLUSH
 OR0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0320+STABILITY: SURFACE MOTION
 OR0320
 OR0320  HISTORY     - Date     Condition        Report By
 OR0320  HISTORY     - 1949     MONUMENTED       CGS
 OR0320  HISTORY     - 1958     POOR             SDHD
 OR0320
 OR0320                          STATION DESCRIPTION
 OR0320
 OR0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0320'13.5 MI N FROM BRISTOW.
 OR0320'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0320'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE
 OR0320'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 OR0320'ROAD, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.1 MILES
 OR0320'NORTHEASTERLY ALONG A DIRT ROAD, 0.2 MILE SOUTH OF A COUNTRY
 OR0320'SCHOOL ON THE WEST SIDE OF THE ROAD, 19.0 FEET EAST OF THE
 OR0320'CENTER LINE OF THE ROAD, 6.0 FEET NORTH OF A 6-INCH LONE ELM
 OR0320'TREE, 1.1 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE
 OR0320'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 OR0320'GROUND.  THIS MARKER WAS IN SEC. 29.  T95N-R65W.
 OR0320
 OR0320                          STATION RECOVERY (1958)
 OR0320
 OR0320'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1958
 OR0320'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0068 ***********************************************************************
 NN0068  DESIGNATION -  J 338
 NN0068  PID         -  NN0068
 NN0068  STATE/COUNTY-  SD/CHARLES MIX
 NN0068  COUNTRY     -  US
 NN0068  USGS QUAD   -  VERDEL (2017)
 NN0068
 NN0068                         *CURRENT SURVEY CONTROL
 NN0068  ______________________________________________________________________
 NN0068* NAD 83(1986) POSITION- 42 51 49.     (N) 098 12 38.     (W)   SCALED
 NN0068* NAVD 88 ORTHO HEIGHT -   374.099 (meters)     1227.36  (feet) ADJUSTED
 NN0068  ______________________________________________________________________
 NN0068  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 NN0068  DYNAMIC HEIGHT  -        373.974 (meters)     1226.95  (feet) COMP
 NN0068  MODELED GRAVITY -    980,276.5   (mgal)                       NAVD 88
 NN0068
 NN0068  VERT ORDER      -  SECOND    CLASS 0
 NN0068
 NN0068.The horizontal coordinates were scaled from a map and have
 NN0068.an estimated accuracy of +/- 6 seconds.
 NN0068
 NN0068.The orthometric height was determined by differential leveling and
 NN0068.adjusted by the NATIONAL GEODETIC SURVEY
 NN0068.in June 1991.
 NN0068
 NN0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0068.GEOID18 height accuracy estimate available here.
 NN0068
 NN0068.Click photographs - Photos may exist for this station.
 NN0068
 NN0068.The dynamic height is computed by dividing the NAVD 88
 NN0068.geopotential number by the normal gravity value computed on the
 NN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0068.degrees latitude (g = 980.6199 gals.).
 NN0068
 NN0068.The modeled gravity was interpolated from observed gravity values.
 NN0068
 NN0068;                    North         East    Units  Estimated Accuracy
 NN0068;SPC SD S     -    61,130.      773,460.      MT  (+/- 180 meters Scaled)
 NN0068
 NN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN644459(NAD 83)
 NN0068
 NN0068                          SUPERSEDED SURVEY CONTROL
 NN0068
 NN0068  NGVD 29 (??/??/92)  373.858  (m)         1226.57   (f) ADJ UNCH    2 0
 NN0068
 NN0068.Superseded values are not recommended for survey control.
 NN0068
 NN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0068.See file dsdata.pdf to determine how the superseded data were derived.
 NN0068
 NN0068_MARKER: DB = BENCH MARK DISK
 NN0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0068_STAMPING: J 338 1949
 NN0068_MARK LOGO: CGS
 NN0068_PROJECTION: FLUSH
 NN0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0068+STABILITY: SURFACE MOTION
 NN0068
 NN0068  HISTORY     - Date     Condition        Report By
 NN0068  HISTORY     - 1949     MONUMENTED       CGS
 NN0068
 NN0068                          STATION DESCRIPTION
 NN0068
 NN0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0068'12.5 MI ESE FROM GREENWOOD.
 NN0068'1.4 MILES EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN
 NN0068'AGENCY AT GREENWOOD, THENCE 9.1 MILES SOUTHEAST ALONG A GRAVEL
 NN0068'ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 NN0068'EAST ALONG A DIRT ROAD, ABOUT 0.5 MILE SOUTH OF A SCHOOL LOCATED
 NN0068'AT THE FOOT OF THE BLUFFS, IN THE NORTHEAST QUARTER OF A ROAD
 NN0068'CROSSING, 35.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NN0068'ROAD, 26.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 NN0068'ROAD, 2.0 FEET SOUTHEAST OF A CORNER FENCE POST, 1.3 FEET SOUTH
 NN0068'OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE
 NN0068'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0672 ***********************************************************************
 OR0672  DESIGNATION -  J 339
 OR0672  PID         -  OR0672
 OR0672  STATE/COUNTY-  SD/GREGORY
 OR0672  COUNTRY     -  US
 OR0672  USGS QUAD   -  LUCAS SE (2017)
 OR0672
 OR0672                         *CURRENT SURVEY CONTROL
 OR0672  ______________________________________________________________________
 OR0672* NAD 83(1986) POSITION- 43 16 10.     (N) 099 02 09.     (W)   SCALED
 OR0672* NAVD 88 ORTHO HEIGHT -   614.455 (meters)     2015.92  (feet) ADJUSTED
 OR0672  ______________________________________________________________________
 OR0672  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 OR0672  DYNAMIC HEIGHT  -        614.249 (meters)     2015.25  (feet) COMP
 OR0672  MODELED GRAVITY -    980,266.0   (mgal)                       NAVD 88
 OR0672
 OR0672  VERT ORDER      -  FIRST     CLASS II
 OR0672
 OR0672.The horizontal coordinates were scaled from a map and have
 OR0672.an estimated accuracy of +/- 6 seconds.
 OR0672
 OR0672.The orthometric height was determined by differential leveling and
 OR0672.adjusted by the NATIONAL GEODETIC SURVEY
 OR0672.in June 1991.
 OR0672
 OR0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0672.GEOID18 height accuracy estimate available here.
 OR0672
 OR0672.Click photographs - Photos may exist for this station.
 OR0672
 OR0672.The dynamic height is computed by dividing the NAVD 88
 OR0672.geopotential number by the normal gravity value computed on the
 OR0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0672.degrees latitude (g = 980.6199 gals.).
 OR0672
 OR0672.The modeled gravity was interpolated from observed gravity values.
 OR0672
 OR0672;                    North         East    Units  Estimated Accuracy
 OR0672;SPC SD S     -   104,820.      705,320.      MT  (+/- 180 meters Scaled)
 OR0672
 OR0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN970907(NAD 83)
 OR0672
 OR0672                          SUPERSEDED SURVEY CONTROL
 OR0672
 OR0672  NGVD 29 (??/??/92)  614.124  (m)         2014.84   (f) ADJ UNCH    1 2
 OR0672
 OR0672.Superseded values are not recommended for survey control.
 OR0672
 OR0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0672.See file dsdata.pdf to determine how the superseded data were derived.
 OR0672
 OR0672_MARKER: DB = BENCH MARK DISK
 OR0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0672_STAMPING: J 339 1949
 OR0672_MARK LOGO: CGS
 OR0672_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0672+STABILITY: SURFACE MOTION
 OR0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0672+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0672
 OR0672  HISTORY     - Date     Condition        Report By
 OR0672  HISTORY     - 1949     MONUMENTED       CGS
 OR0672  HISTORY     - 20120115 GOOD             INDIV
 OR0672
 OR0672                          STATION DESCRIPTION
 OR0672
 OR0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0672'17.5 MI NW FROM BONESTEEL.
 OR0672'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0672'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0672'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0672'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0672'MILES NORTH ALONG A DIRT ROAD, THENCE 6.9 MILES NORTHWEST ALONG A
 OR0672'DIRT ROAD, ABOUT 300 FEET SOUTHWEST OF THE TOP OF THE RIVER BLUFF,
 OR0672'13 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET EAST OF A
 OR0672'NORTH-SOUTH FENCE, 2.5 FEET NORTHEAST OF A 4-WAY CORNER FENCE
 OR0672'POST, 19 FEET NORTHWEST OF THE CENTER LINE OF A GATE IN THE
 OR0672'NORTHWEST-SOUTHEAST FENCE, 37 FEET SOUTH OF THE CENTER LINE OF A
 OR0672'GATE IN THE NORTH-SOUTH FENCE, 2.5 FEET SOUTH OF A REFERENCE
 OR0672'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 OR0672'THE GROUND.
 OR0672
 OR0672                          STATION RECOVERY (2012)
 OR0672
 OR0672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0159 ***********************************************************************
 OR0159  DESIGNATION -  J 340
 OR0159  PID         -  OR0159
 OR0159  STATE/COUNTY-  SD/CHARLES MIX
 OR0159  COUNTRY     -  US
 OR0159  USGS QUAD   -  PLATTE (2017)
 OR0159
 OR0159                         *CURRENT SURVEY CONTROL
 OR0159  ______________________________________________________________________
 OR0159* NAD 83(1986) POSITION- 43 24 20.     (N) 098 49 47.     (W)   SCALED
 OR0159* NAVD 88 ORTHO HEIGHT -   491.693 (meters)     1613.16  (feet) ADJUSTED
 OR0159  ______________________________________________________________________
 OR0159  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 OR0159  DYNAMIC HEIGHT  -        491.535 (meters)     1612.64  (feet) COMP
 OR0159  MODELED GRAVITY -    980,283.9   (mgal)                       NAVD 88
 OR0159
 OR0159  VERT ORDER      -  FIRST     CLASS II
 OR0159
 OR0159.The horizontal coordinates were scaled from a map and have
 OR0159.an estimated accuracy of +/- 6 seconds.
 OR0159
 OR0159.The orthometric height was determined by differential leveling and
 OR0159.adjusted by the NATIONAL GEODETIC SURVEY
 OR0159.in June 1991.
 OR0159
 OR0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0159.GEOID18 height accuracy estimate available here.
 OR0159
 OR0159.Click photographs - Photos may exist for this station.
 OR0159
 OR0159.The dynamic height is computed by dividing the NAVD 88
 OR0159.geopotential number by the normal gravity value computed on the
 OR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0159.degrees latitude (g = 980.6199 gals.).
 OR0159
 OR0159.The modeled gravity was interpolated from observed gravity values.
 OR0159
 OR0159;                    North         East    Units  Estimated Accuracy
 OR0159;SPC SD S     -   120,220.      721,780.      MT  (+/- 180 meters Scaled)
 OR0159
 OR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP137058(NAD 83)
 OR0159
 OR0159                          SUPERSEDED SURVEY CONTROL
 OR0159
 OR0159  NGVD 29 (??/??/92)  491.355  (m)         1612.05   (f) ADJ UNCH    1 2
 OR0159
 OR0159.Superseded values are not recommended for survey control.
 OR0159
 OR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0159.See file dsdata.pdf to determine how the superseded data were derived.
 OR0159
 OR0159_MARKER: DB = BENCH MARK DISK
 OR0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0159_STAMPING: J 340 1949
 OR0159_MARK LOGO: CGS
 OR0159_PROJECTION: FLUSH
 OR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0159+STABILITY: SURFACE MOTION
 OR0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0159+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0159
 OR0159  HISTORY     - Date     Condition        Report By
 OR0159  HISTORY     - 1949     MONUMENTED       CGS
 OR0159  HISTORY     - 20121210 GOOD             INDIV
 OR0159
 OR0159                          STATION DESCRIPTION
 OR0159
 OR0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0159'AT PLATTE AIRPORT.
 OR0159'AT PLATTE AIRPORT, CHARLES MIX COUNTY, 0.4 MILE NORTHWEST OF
 OR0159'THE MAIN OFFICE, AT THE NORTHWEST CORNER OF THE LANDING FIELD,
 OR0159'19 FEET EAST OF A THREE-WAY FENCE CORNER, AT THE CENTER LINE
 OR0159'OF THE NORTHWEST-AND-SOUTHEAST RUNWAY, 0.9 FOOT SOUTH OF THE
 OR0159'EAST-AND-WEST FENCE, AND 1.4 FEET WEST OF A WHITE WOODEN
 OR0159'WITNESS POST.  A STANDARD DISK, STAMPED J 340 1949 AND SET IN
 OR0159'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OR0159
 OR0159                          STATION RECOVERY (2012)
 OR0159
 OR0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0320 ***********************************************************************
 OQ0320  DESIGNATION -  J 341
 OQ0320  PID         -  OQ0320
 OQ0320  STATE/COUNTY-  SD/MINNEHAHA
 OQ0320  COUNTRY     -  US
 OQ0320  USGS QUAD   -  RENNER (2017)
 OQ0320
 OQ0320                         *CURRENT SURVEY CONTROL
 OQ0320  ______________________________________________________________________
 OQ0320* NAD 83(1986) POSITION- 43 39 35.     (N) 096 43 43.     (W)   SCALED
 OQ0320* NAVD 88 ORTHO HEIGHT -   439.575 (meters)     1442.17  (feet) ADJUSTED
 OQ0320  ______________________________________________________________________
 OQ0320  GEOID HEIGHT    -        -26.250 (meters)                     GEOID18
 OQ0320  DYNAMIC HEIGHT  -        439.465 (meters)     1441.81  (feet) COMP
 OQ0320  MODELED GRAVITY -    980,356.2   (mgal)                       NAVD 88
 OQ0320
 OQ0320  VERT ORDER      -  FIRST     CLASS II
 OQ0320
 OQ0320.The horizontal coordinates were scaled from a map and have
 OQ0320.an estimated accuracy of +/- 6 seconds.
 OQ0320
 OQ0320.The orthometric height was determined by differential leveling and
 OQ0320.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0320.in June 1991.
 OQ0320
 OQ0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0320.GEOID18 height accuracy estimate available here.
 OQ0320
 OQ0320.Click photographs - Photos may exist for this station.
 OQ0320
 OQ0320.The dynamic height is computed by dividing the NAVD 88
 OQ0320.geopotential number by the normal gravity value computed on the
 OQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0320.degrees latitude (g = 980.6199 gals.).
 OQ0320
 OQ0320.The modeled gravity was interpolated from observed gravity values.
 OQ0320
 OQ0320;                    North         East    Units  Estimated Accuracy
 OQ0320;SPC SD S     -   153,660.      890,650.      MT  (+/- 180 meters Scaled)
 OQ0320
 OQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP831365(NAD 83)
 OQ0320
 OQ0320                          SUPERSEDED SURVEY CONTROL
 OQ0320
 OQ0320  NGVD 29 (??/??/92)  439.294  (m)         1441.25   (f) ADJ UNCH    1 2
 OQ0320
 OQ0320.Superseded values are not recommended for survey control.
 OQ0320
 OQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0320.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0320
 OQ0320_MARKER: DB = BENCH MARK DISK
 OQ0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0320_SP_SET: BRIDGE ABUTMENT
 OQ0320_STAMPING: J 341 1949
 OQ0320_MARK LOGO: CGS
 OQ0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0320
 OQ0320  HISTORY     - Date     Condition        Report By
 OQ0320  HISTORY     - 1949     MONUMENTED       CGS
 OQ0320
 OQ0320                          STATION DESCRIPTION
 OQ0320
 OQ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0320'1 MI N FROM RENNER.
 OQ0320'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0320'RAILROAD FROM THE STATION AT RENNER, AT A ROAD CROSSING, 2 1/2
 OQ0320'POLES NORTH OF MILEPOST 78, 51.6 FEET WEST OF THE WEST RAIL OF
 OQ0320'THE TRACK, 10.0 FEET NORTH OF AND 1.0 FOOT LOWER THAN THE CENTER
 OQ0320'LINE OF AN EAST-WEST ROAD, 0.5 FOOT SOUTH OF THE NORTH END OF
 OQ0320'AND SET IN THE TOP OF THE EAST CONCRETE ABUTMENT OF A 54-FOOT
 OQ0320'STEEL BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0457 ***********************************************************************
 PR0457  DESIGNATION -  J 342
 PR0457  PID         -  PR0457
 PR0457  STATE/COUNTY-  SD/CODINGTON
 PR0457  COUNTRY     -  US
 PR0457  USGS QUAD   -  WATERTOWN SE (2017)
 PR0457
 PR0457                         *CURRENT SURVEY CONTROL
 PR0457  ______________________________________________________________________
 PR0457* NAD 83(1986) POSITION- 44 50 00.     (N) 097 01 35.     (W)   SCALED
 PR0457* NAVD 88 ORTHO HEIGHT -   549.851 (meters)     1803.97  (feet) ADJUSTED
 PR0457  ______________________________________________________________________
 PR0457  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 PR0457  DYNAMIC HEIGHT  -        549.772 (meters)     1803.71  (feet) COMP
 PR0457  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 PR0457
 PR0457  VERT ORDER      -  SECOND    CLASS 0
 PR0457
 PR0457.The horizontal coordinates were scaled from a map and have
 PR0457.an estimated accuracy of +/- 6 seconds.
 PR0457
 PR0457.The orthometric height was determined by differential leveling and
 PR0457.adjusted by the NATIONAL GEODETIC SURVEY
 PR0457.in June 1991.
 PR0457
 PR0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0457.GEOID18 height accuracy estimate available here.
 PR0457
 PR0457.Click photographs - Photos may exist for this station.
 PR0457
 PR0457.The dynamic height is computed by dividing the NAVD 88
 PR0457.geopotential number by the normal gravity value computed on the
 PR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0457.degrees latitude (g = 980.6199 gals.).
 PR0457
 PR0457.The modeled gravity was interpolated from observed gravity values.
 PR0457
 PR0457;                    North         East    Units  Estimated Accuracy
 PR0457;SPC SD N     -   115,440.      835,070.      MT  (+/- 180 meters Scaled)
 PR0457
 PR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ560663(NAD 83)
 PR0457
 PR0457                          SUPERSEDED SURVEY CONTROL
 PR0457
 PR0457  NGVD 29 (??/??/92)  549.552  (m)         1802.99   (f) ADJ UNCH    2 0
 PR0457
 PR0457.Superseded values are not recommended for survey control.
 PR0457
 PR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0457.See file dsdata.pdf to determine how the superseded data were derived.
 PR0457
 PR0457_MARKER: DB = BENCH MARK DISK
 PR0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0457_STAMPING: J 342 1949
 PR0457_MARK LOGO: CGS
 PR0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0457+STABILITY: SURFACE MOTION
 PR0457
 PR0457  HISTORY     - Date     Condition        Report By
 PR0457  HISTORY     - 1949     MONUMENTED       CGS
 PR0457  HISTORY     - 1977     GOOD             LOCENG
 PR0457  HISTORY     - 19900703 MARK NOT FOUND   NGS
 PR0457
 PR0457                          STATION DESCRIPTION
 PR0457
 PR0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0457'7.4 MI N FROM CASTLEWOOD.
 PR0457'7.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0457'CASTLEWOOD, AT A ROAD INTERSECTION, 60.0 FEET WEST OF THE CENTER
 PR0457'LINE OF A NORTH-SOUTH ROAD, 46.0 FEET NORTH OF THE CENTER LINE
 PR0457'OF AN EAST-WEST ROAD, 9.7 FEET NORTHWEST OF A TELEPHONE POLE,
 PR0457'6.0 FEET EAST OF THE EAST END OF THE MOST SOUTHERLY ROW OF SMALL
 PR0457'TREES IN A WINDBREAK ALONG THE NORTH SIDE OF THE ROAD LEADING
 PR0457'WEST FROM THE ROAD INTERSECTION, 1.5 FEET NORTH OF A REFRENCE
 PR0457'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 PR0457'ABOVE THE GROUND.
 PR0457
 PR0457                          STATION RECOVERY (1977)
 PR0457
 PR0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PR0457'RECOVERED IN GOOD CONDITION.
 PR0457
 PR0457                          STATION RECOVERY (1990)
 PR0457
 PR0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1107 ***********************************************************************
 NM1107  DESIGNATION -  J 343
 NM1107  PID         -  NM1107
 NM1107  STATE/COUNTY-  SD/CLAY
 NM1107  COUNTRY     -  US
 NM1107  USGS QUAD   -  MECKLING (2017)
 NM1107
 NM1107                         *CURRENT SURVEY CONTROL
 NM1107  ______________________________________________________________________
 NM1107* NAD 83(1986) POSITION- 42 47 22.9    (N) 097 05 28.5    (W)   HD_HELD2
 NM1107* NAVD 88 ORTHO HEIGHT -   352.366 (meters)     1156.05  (feet) ADJUSTED
 NM1107  ______________________________________________________________________
 NM1107  GEOID HEIGHT    -        -25.595 (meters)                     GEOID18
 NM1107  DYNAMIC HEIGHT  -        352.261 (meters)     1155.71  (feet) COMP
 NM1107  MODELED GRAVITY -    980,313.8   (mgal)                       NAVD 88
 NM1107
 NM1107  VERT ORDER      -  SECOND    CLASS 0
 NM1107
 NM1107.The horizontal coordinates were established by autonomous hand held GPS
 NM1107.observations and have an estimated accuracy of +/- 10 meters.
 NM1107
 NM1107.The orthometric height was determined by differential leveling and
 NM1107.adjusted by the NATIONAL GEODETIC SURVEY
 NM1107.in June 1991.
 NM1107
 NM1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1107.GEOID18 height accuracy estimate available here.
 NM1107
 NM1107.Click photographs - Photos may exist for this station.
 NM1107
 NM1107.The dynamic height is computed by dividing the NAVD 88
 NM1107.geopotential number by the normal gravity value computed on the
 NM1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1107.degrees latitude (g = 980.6199 gals.).
 NM1107
 NM1107.The modeled gravity was interpolated from observed gravity values.
 NM1107
 NM1107;                    North         East    Units  Estimated Accuracy
 NM1107;SPC SD S     -    55,875.      865,198.      MT  (+/- 10 meters HH2 GPS)
 NM1107
 NM1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5611039227(NAD 83)
 NM1107
 NM1107                          SUPERSEDED SURVEY CONTROL
 NM1107
 NM1107  NGVD 29 (??/??/92)  352.159  (m)         1155.38   (f) ADJ UNCH    2 0
 NM1107
 NM1107.Superseded values are not recommended for survey control.
 NM1107
 NM1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1107.See file dsdata.pdf to determine how the superseded data were derived.
 NM1107
 NM1107_MARKER: DB = BENCH MARK DISK
 NM1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1107_STAMPING: J 343 1949
 NM1107_MARK LOGO: CGS
 NM1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1107+STABILITY: SURFACE MOTION
 NM1107
 NM1107  HISTORY     - Date     Condition        Report By
 NM1107  HISTORY     - 1949     MONUMENTED       CGS
 NM1107
 NM1107                          STATION DESCRIPTION
 NM1107
 NM1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1107'4.8 MI SW FROM MECKLING.
 NM1107'0.95 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO,
 NM1107'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1107'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.8 MILES
 NM1107'SOUTH ALONG A GRAVELED ROAD, AT THE EVERGREEN CEMETERY, 132 FEET
 NM1107'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 110.0 FEET EAST
 NM1107'OF AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF THE EVERGREEN
 NM1107'CHURCH, 31 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM1107'ROAD, 17.0 FEET NORTH OF THE CENTER OF THE CEMETERY GATE, 1.0
 NM1107'FOOT WEST OF THE CEMETERY FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 NM1107'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0910 ***********************************************************************
 NM0910  DESIGNATION -  J 344
 NM0910  PID         -  NM0910
 NM0910  STATE/COUNTY-  SD/CLAY
 NM0910  COUNTRY     -  US
 NM0910  USGS QUAD   -  MASKELL (2017)
 NM0910
 NM0910                         *CURRENT SURVEY CONTROL
 NM0910  ______________________________________________________________________
 NM0910* NAD 83(1986) POSITION- 42 43 44.     (N) 096 57 26.     (W)   SCALED
 NM0910* NAVD 88 ORTHO HEIGHT -   347.856 (meters)     1141.26  (feet) ADJUSTED
 NM0910  ______________________________________________________________________
 NM0910  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 NM0910  DYNAMIC HEIGHT  -        347.749 (meters)     1140.91  (feet) COMP
 NM0910  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 NM0910
 NM0910  VERT ORDER      -  SECOND    CLASS 0
 NM0910
 NM0910.The horizontal coordinates were scaled from a map and have
 NM0910.an estimated accuracy of +/- 6 seconds.
 NM0910
 NM0910.The orthometric height was determined by differential leveling and
 NM0910.adjusted by the NATIONAL GEODETIC SURVEY
 NM0910.in June 1991.
 NM0910
 NM0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0910.GEOID18 height accuracy estimate available here.
 NM0910
 NM0910.Click photographs - Photos may exist for this station.
 NM0910
 NM0910.The dynamic height is computed by dividing the NAVD 88
 NM0910.geopotential number by the normal gravity value computed on the
 NM0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0910.degrees latitude (g = 980.6199 gals.).
 NM0910
 NM0910.The modeled gravity was interpolated from observed gravity values.
 NM0910
 NM0910;                    North         East    Units  Estimated Accuracy
 NM0910;SPC SD S     -    49,560.      876,430.      MT  (+/- 180 meters Scaled)
 NM0910
 NM0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN672327(NAD 83)
 NM0910
 NM0910                          SUPERSEDED SURVEY CONTROL
 NM0910
 NM0910  NGVD 29 (??/??/92)  347.653  (m)         1140.59   (f) ADJ UNCH    2 0
 NM0910
 NM0910.Superseded values are not recommended for survey control.
 NM0910
 NM0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0910.See file dsdata.pdf to determine how the superseded data were derived.
 NM0910
 NM0910_MARKER: DB = BENCH MARK DISK
 NM0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0910_STAMPING: J 344 1949
 NM0910_MARK LOGO: CGS
 NM0910_PROJECTION: PROJECTING 21 CENTIMETERS
 NM0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0910+STABILITY: SURFACE MOTION
 NM0910
 NM0910  HISTORY     - Date     Condition        Report By
 NM0910  HISTORY     - 1949     MONUMENTED       CGS
 NM0910
 NM0910                          STATION DESCRIPTION
 NM0910
 NM0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0910'4.6 MI SW FROM VERMILLION.
 NM0910'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE,
 NM0910'ST. PAUL AND PACIFIC RAILROAD STATION AT VERMILLION, THENCE 1.8
 NM0910'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.9 MILE WEST ALONG
 NM0910'A GRAVELED ROAD,THENCE 1.75 MILES SOUTHWEST ALONG THE OLD FERRY
 NM0910'ROAD, 0.6 MILE EAST OF THE OLD FERRY CROSSING ON THE MISSOURI
 NM0910'RIVER, 50 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM0910'28 FEET NORTH OF THE CENTER LINE OF A T ROAD LEADING WEST, 21.0
 NM0910'FEET NORTH OF A 10-INCH TRIPLE COTTONWOOD WITH A TRIANGULAR
 NM0910'BLAZE ON THE NORTH SIDE OF THE NORTH TRUNK AND A TRIANGULAR
 NM0910'BLAZE ON THE SOUTH SIDE OF THE SOUTHEAST TRUNK OF THE TREE,
 NM0910'2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0910'5.5-FOOT CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0456 ***********************************************************************
 PS0456  DESIGNATION -  J 350
 PS0456  PID         -  PS0456
 PS0456  STATE/COUNTY-  SD/HUGHES
 PS0456  COUNTRY     -  US
 PS0456  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0456
 PS0456                         *CURRENT SURVEY CONTROL
 PS0456  ______________________________________________________________________
 PS0456* NAD 83(1986) POSITION- 44 08 55.     (N) 099 39 56.     (W)   SCALED
 PS0456* NAVD 88 ORTHO HEIGHT -   437.178 (meters)     1434.31  (feet) ADJUSTED
 PS0456  ______________________________________________________________________
 PS0456  GEOID HEIGHT    -        -24.378 (meters)                     GEOID18
 PS0456  DYNAMIC HEIGHT  -        437.083 (meters)     1434.00  (feet) COMP
 PS0456  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 PS0456
 PS0456  VERT ORDER      -  FIRST     CLASS II
 PS0456
 PS0456.The horizontal coordinates were scaled from a map and have
 PS0456.an estimated accuracy of +/- 6 seconds.
 PS0456
 PS0456.The orthometric height was determined by differential leveling and
 PS0456.adjusted by the NATIONAL GEODETIC SURVEY
 PS0456.in June 1991.
 PS0456
 PS0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0456.GEOID18 height accuracy estimate available here.
 PS0456
 PS0456.Click photographs - Photos may exist for this station.
 PS0456
 PS0456.The dynamic height is computed by dividing the NAVD 88
 PS0456.geopotential number by the normal gravity value computed on the
 PS0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0456.degrees latitude (g = 980.6199 gals.).
 PS0456
 PS0456.The modeled gravity was interpolated from observed gravity values.
 PS0456
 PS0456;                    North         East    Units  Estimated Accuracy
 PS0456;SPC SD S     -   201,880.      653,420.      MT  (+/- 180 meters Scaled)
 PS0456
 PS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP467885(NAD 83)
 PS0456
 PS0456                          SUPERSEDED SURVEY CONTROL
 PS0456
 PS0456  NGVD 29 (??/??/92)  436.848  (m)         1433.23   (f) ADJ UNCH    1 2
 PS0456
 PS0456.Superseded values are not recommended for survey control.
 PS0456
 PS0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0456.See file dsdata.pdf to determine how the superseded data were derived.
 PS0456
 PS0456_MARKER: DB = BENCH MARK DISK
 PS0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0456_STAMPING: J 350 1949
 PS0456_MARK LOGO: CGS
 PS0456_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0456+STABILITY: SURFACE MOTION
 PS0456
 PS0456  HISTORY     - Date     Condition        Report By
 PS0456  HISTORY     - 1949     MONUMENTED       CGS
 PS0456
 PS0456                          STATION DESCRIPTION
 PS0456
 PS0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0456'9.3 MI E FROM JOE CREEK.
 PS0456'7.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0456'CREEK, THENCE 0.7 MILE NORTHEAST ALONG A FIELD ROAD, THENCE
 PS0456'0.5 MILE SOUTHEAST ALONG A FIELD ROAD, THENCE 1.0 MILE EAST
 PS0456'ALONG A SECTION LINE FENCE, ALONG AN EAST-WEST FENCE, AT THE
 PS0456'CORNER OF SECTIONS 18 AND 19, T. 108 N., R. 73 W. AND SECTIONS
 PS0456'13 AND 24, T. 108 N., R. 74 W., 34 FEET EAST OF THE CENTER LINE
 PS0456'OF A GATE, 0.9 FOOT SOUTH OF A FENCE, 1.4 FEET EAST OF A
 PS0456'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 PS0456'OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1489 ***********************************************************************
 PU1489  DESIGNATION -  J 355
 PU1489  PID         -  PU1489
 PU1489  STATE/COUNTY-  SD/MEADE
 PU1489  COUNTRY     -  US
 PU1489  USGS QUAD   -  FORT MEADE NE (2017)
 PU1489
 PU1489                         *CURRENT SURVEY CONTROL
 PU1489  ______________________________________________________________________
 PU1489* NAD 83(1986) POSITION- 44 24 54.     (N) 103 18 49.     (W)   SCALED
 PU1489* NAVD 88 ORTHO HEIGHT -   928.220 (meters)     3045.34  (feet) ADJUSTED
 PU1489  ______________________________________________________________________
 PU1489  GEOID HEIGHT    -        -16.172 (meters)                     GEOID18
 PU1489  DYNAMIC HEIGHT  -        927.943 (meters)     3044.43  (feet) COMP
 PU1489  MODELED GRAVITY -    980,287.8   (mgal)                       NAVD 88
 PU1489
 PU1489  VERT ORDER      -  SECOND    CLASS 0
 PU1489
 PU1489.The horizontal coordinates were scaled from a map and have
 PU1489.an estimated accuracy of +/- 6 seconds.
 PU1489
 PU1489.The orthometric height was determined by differential leveling and
 PU1489.adjusted by the NATIONAL GEODETIC SURVEY
 PU1489.in June 1991.
 PU1489
 PU1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1489.GEOID18 height accuracy estimate available here.
 PU1489
 PU1489.Click photographs - Photos may exist for this station.
 PU1489
 PU1489.The dynamic height is computed by dividing the NAVD 88
 PU1489.geopotential number by the normal gravity value computed on the
 PU1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1489.degrees latitude (g = 980.6199 gals.).
 PU1489
 PU1489.The modeled gravity was interpolated from observed gravity values.
 PU1489
 PU1489;                    North         East    Units  Estimated Accuracy
 PU1489;SPC SD N     -    70,040.      336,160.      MT  (+/- 180 meters Scaled)
 PU1489
 PU1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK342193(NAD 83)
 PU1489
 PU1489                          SUPERSEDED SURVEY CONTROL
 PU1489
 PU1489  NGVD 29 (??/??/92)  927.721  (m)         3043.70   (f) ADJ UNCH    2 0
 PU1489
 PU1489.Superseded values are not recommended for survey control.
 PU1489
 PU1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1489.See file dsdata.pdf to determine how the superseded data were derived.
 PU1489
 PU1489_MARKER: DB = BENCH MARK DISK
 PU1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1489_STAMPING: J 355 1961
 PU1489_MARK LOGO: CGS
 PU1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1489+STABILITY: SURFACE MOTION
 PU1489
 PU1489  HISTORY     - Date     Condition        Report By
 PU1489  HISTORY     - 1961     MONUMENTED       CGS
 PU1489
 PU1489                          STATION DESCRIPTION
 PU1489
 PU1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1489'10.1 MI E FROM STURGIS.
 PU1489'ONE BLOCK NORTH OF THE POST OFFICE IN STURGIS, THENCE EAST ALONG
 PU1489'STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST AND NORTHEAST
 PU1489'ALONG STATE HIGHWAY 34 FOR 1.1 MILES, THENCE EAST AND SOUTHEAST
 PU1489'ALONG A DIRT AND SURFACED ROAD FOR 5.3 MILES, 70 FEET SOUTHWEST
 PU1489'OF THE CENTER OF THE ROAD, 1 1/2 FEET NORTH OF A FENCE, 1.9 FEET
 PU1489'SOUTH OF A WITNESS POST, AND SET IN A SQUARE CONCRETE POST
 PU1489'THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1966 ***********************************************************************
 PU1966  DESIGNATION -  J 358 RESET
 PU1966  PID         -  PU1966
 PU1966  STATE/COUNTY-  SD/BUTTE
 PU1966  COUNTRY     -  US
 PU1966  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1966
 PU1966                         *CURRENT SURVEY CONTROL
 PU1966  ______________________________________________________________________
 PU1966* NAD 83(1986) POSITION- 44 44 01.     (N) 103 56 00.     (W)   SCALED
 PU1966* NAVD 88 ORTHO HEIGHT -   947.281 (meters)     3107.87  (feet) ADJUSTED
 PU1966  ______________________________________________________________________
 PU1966  GEOID HEIGHT    -        -15.310 (meters)                     GEOID18
 PU1966  DYNAMIC HEIGHT  -        947.015 (meters)     3107.00  (feet) COMP
 PU1966  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 PU1966
 PU1966  VERT ORDER      -  FIRST     CLASS II
 PU1966
 PU1966.The horizontal coordinates were scaled from a map and have
 PU1966.an estimated accuracy of +/- 6 seconds.
 PU1966
 PU1966.The orthometric height was determined by differential leveling and
 PU1966.adjusted by the NATIONAL GEODETIC SURVEY
 PU1966.in July 1998.
 PU1966
 PU1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1966.GEOID18 height accuracy estimate available here.
 PU1966
 PU1966.Click photographs - Photos may exist for this station.
 PU1966
 PU1966.The dynamic height is computed by dividing the NAVD 88
 PU1966.geopotential number by the normal gravity value computed on the
 PU1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1966.degrees latitude (g = 980.6199 gals.).
 PU1966
 PU1966.The modeled gravity was interpolated from observed gravity values.
 PU1966
 PU1966;                    North         East    Units  Estimated Accuracy
 PU1966;SPC SD N     -   107,610.      288,570.      MT  (+/- 180 meters Scaled)
 PU1966
 PU1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK844539(NAD 83)
 PU1966
 PU1966                          SUPERSEDED SURVEY CONTROL
 PU1966
 PU1966  NGVD 29 (04/17/07)  946.78   (m)         3106.2    (f) RESET       3  
 PU1966
 PU1966.Superseded values are not recommended for survey control.
 PU1966
 PU1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1966.See file dsdata.pdf to determine how the superseded data were derived.
 PU1966
 PU1966_MARKER: DV = VERTICAL CONTROL DISK
 PU1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1966_STAMPING: J 358 RESET 1975
 PU1966_MARK LOGO: NGS
 PU1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1966+STABILITY: SURFACE MOTION
 PU1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1966+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1966
 PU1966  HISTORY     - Date     Condition        Report By
 PU1966  HISTORY     - 1975     MONUMENTED       NGS
 PU1966  HISTORY     - 19951116 GOOD             NGS
 PU1966
 PU1966                          STATION DESCRIPTION
 PU1966
 PU1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PU1966'5.2 MI NW FROM BELLE FOURCHE.
 PU1966'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1966'WITH U.S. HIGHWAY 85 AT THE NORTH EDGE OF BELLE FOURCHE, AT
 PU1966'STATE HIGHWAY STATION NUMBER 429 + 00, 180 FEET SOUTH OF THE
 PU1966'CENTER OF HIGHWAY 212, 90 FEET SOUTH-SOUTHWEST OF MILEPOST 160,
 PU1966'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1-FOOT NORTHEAST OF A
 PU1966'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 PU1966'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 PU1966
 PU1966                          STATION RECOVERY (1995)
 PU1966
 PU1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1966'8.6 KM (5.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1966'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 270.0 M (885.8 FT)
 PU1966'SOUTHEAST OF MILEPOST 8, 54.8 M (179.8 FT) SOUTHWEST OF THE HIGHWAY
 PU1966'CENTERLINE, 14.0 M (45.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE DAKOTA
 PU1966'MINNESOTA EASTERN RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU1966'HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, 0.2 M (0.7 FT)
 PU1966'NORTHEAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU1966'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2069 ***********************************************************************
 PU2069  DESIGNATION -  J 359
 PU2069  PID         -  PU2069
 PU2069  STATE/COUNTY-  SD/BUTTE
 PU2069  COUNTRY     -  US
 PU2069  USGS QUAD   -  JOLLY (2017)
 PU2069
 PU2069                         *CURRENT SURVEY CONTROL
 PU2069  ______________________________________________________________________
 PU2069* NAD 83(1986) POSITION- 44 36 41.     (N) 103 51 35.     (W)   SCALED
 PU2069* NAVD 88 ORTHO HEIGHT -  1019.300 (meters)     3344.15  (feet) ADJUSTED
 PU2069  ______________________________________________________________________
 PU2069  GEOID HEIGHT    -        -15.131 (meters)                     GEOID18
 PU2069  DYNAMIC HEIGHT  -       1018.994 (meters)     3343.15  (feet) COMP
 PU2069  MODELED GRAVITY -    980,282.2   (mgal)                       NAVD 88
 PU2069
 PU2069  VERT ORDER      -  SECOND    CLASS 0
 PU2069
 PU2069.The horizontal coordinates were scaled from a map and have
 PU2069.an estimated accuracy of +/- 6 seconds.
 PU2069
 PU2069.The orthometric height was determined by differential leveling and
 PU2069.adjusted by the NATIONAL GEODETIC SURVEY
 PU2069.in June 1991.
 PU2069
 PU2069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2069.GEOID18 height accuracy estimate available here.
 PU2069
 PU2069.Click photographs - Photos may exist for this station.
 PU2069
 PU2069.The dynamic height is computed by dividing the NAVD 88
 PU2069.geopotential number by the normal gravity value computed on the
 PU2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2069.degrees latitude (g = 980.6199 gals.).
 PU2069
 PU2069.The modeled gravity was interpolated from observed gravity values.
 PU2069
 PU2069;                    North         East    Units  Estimated Accuracy
 PU2069;SPC SD N     -    93,760.      293,750.      MT  (+/- 180 meters Scaled)
 PU2069
 PU2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904404(NAD 83)
 PU2069
 PU2069                          SUPERSEDED SURVEY CONTROL
 PU2069
 PU2069  NGVD 29 (??/??/92) 1018.795  (m)         3342.50   (f) ADJ UNCH    2 0
 PU2069
 PU2069.Superseded values are not recommended for survey control.
 PU2069
 PU2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2069.See file dsdata.pdf to determine how the superseded data were derived.
 PU2069
 PU2069_MARKER: DB = BENCH MARK DISK
 PU2069_SETTING: 66 = SET IN ROCK OUTCROP
 PU2069_STAMPING: J 359 1962
 PU2069_MARK LOGO: CGS
 PU2069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2069+STABILITY: POSITION/ELEVATION WELL
 PU2069
 PU2069  HISTORY     - Date     Condition        Report By
 PU2069  HISTORY     - 1962     MONUMENTED       CGS
 PU2069  HISTORY     - 1984     GOOD             NGS
 PU2069  HISTORY     - 19960415 MARK NOT FOUND   NGS
 PU2069
 PU2069                          STATION DESCRIPTION
 PU2069
 PU2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2069'4 MI S FROM BELLE FOURCHE.
 PU2069'3.95 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2069'HOUSE IN BELLE FOURCHE TO THE MARK SET IN THE TOP OF A ROCK
 PU2069'CLIFF ON THE SLOPE OF A SMALL HILL AND ON THE INSIDE OF TWO
 PU2069'CURVES IN THE HIGHWAY, 43 FEET EAST OF THE CENTER LINE OF THE
 PU2069'HIGHWAY, 19 FEET WEST OF A FENCE, AND 4.0 FEET SOUTH OF THE
 PU2069'NORTH EDGE OF THE ROCK.  A DISK SET IN THE TOP OF A CLIFF AND
 PU2069'ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PU2069
 PU2069                          STATION RECOVERY (1984)
 PU2069
 PU2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2069'THERE IS NOW A WITNESS POST NEAR THE MARK.
 PU2069
 PU2069                          STATION RECOVERY (1996)
 PU2069
 PU2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2069'THIS MARK HAS BEEN RESET.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0143 ***********************************************************************
 OR0143  DESIGNATION -  J 36
 OR0143  PID         -  OR0143
 OR0143  STATE/COUNTY-  SD/GREGORY
 OR0143  COUNTRY     -  US
 OR0143  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0143
 OR0143                         *CURRENT SURVEY CONTROL
 OR0143  ______________________________________________________________________
 OR0143* NAD 83(1986) POSITION- 43 08 34.76   (N) 098 49 08.13   (W)   HD_HELD1
 OR0143* NAVD 88 ORTHO HEIGHT -   397.624 (meters)     1304.54  (feet) ADJUSTED
 OR0143  ______________________________________________________________________
 OR0143  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 OR0143  DYNAMIC HEIGHT  -        397.482 (meters)     1304.07  (feet) COMP
 OR0143  MODELED GRAVITY -    980,254.1   (mgal)                       NAVD 88
 OR0143
 OR0143  VERT ORDER      -  FIRST     CLASS II
 OR0143
 OR0143.The horizontal coordinates were determined by differentially corrected
 OR0143.hand held GPS observations or other comparable positioning techniques
 OR0143.and have an estimated accuracy of +/- 3 meters.
 OR0143
 OR0143.The orthometric height was determined by differential leveling and
 OR0143.adjusted by the NATIONAL GEODETIC SURVEY
 OR0143.in June 1991.
 OR0143
 OR0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0143.GEOID18 height accuracy estimate available here.
 OR0143
 OR0143.Click photographs - Photos may exist for this station.
 OR0143
 OR0143.The dynamic height is computed by dividing the NAVD 88
 OR0143.geopotential number by the normal gravity value computed on the
 OR0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0143.degrees latitude (g = 980.6199 gals.).
 OR0143
 OR0143.The modeled gravity was interpolated from observed gravity values.
 OR0143
 OR0143;                    North         East    Units  Estimated Accuracy
 OR0143;SPC SD S     -    91,068.7     723,185.5     MT  (+/- 3 meters HH1 GPS) 
 OR0143
 OR0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1472476709(NAD 83)
 OR0143
 OR0143                          SUPERSEDED SURVEY CONTROL
 OR0143
 OR0143  NGVD 29 (??/??/92)  397.295  (m)         1303.46   (f) ADJ UNCH    1 2
 OR0143
 OR0143.Superseded values are not recommended for survey control.
 OR0143
 OR0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0143.See file dsdata.pdf to determine how the superseded data were derived.
 OR0143
 OR0143_MARKER: DB = BENCH MARK DISK
 OR0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0143_SP_SET: PIER
 OR0143_STAMPING: 1303 J 36 1933
 OR0143_MARK LOGO: CGS
 OR0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0143
 OR0143  HISTORY     - Date     Condition        Report By
 OR0143  HISTORY     - 1933     MONUMENTED       CGS
 OR0143  HISTORY     - 1949     GOOD             CGS
 OR0143  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0143
 OR0143                          STATION DESCRIPTION
 OR0143
 OR0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0143'12.2 MI N FROM FAIRFAX.
 OR0143'12.2 MILES NORTH ALONG U.S. HIGHWAY 281 FROM FAIRFAX, GREGORY
 OR0143'COUNTY, 0.7 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 18, AT
 OR0143'ROSEBUD BRIDGE OVER MISSOURI RIVER, IN THE TOP OF THE WEST SIDE
 OR0143'OF THE SOUTH CONCRETE PIER, 4 FEET WEST OF THE PAVEMENT, AND 5
 OR0143'FEET BELOW THE DECK OF THE BRIDGE.  A STANDARD DISK, STAMPED
 OR0143'1303 J 36 1933.  NOTE-- IT WAS REPORTED THAT WHEN FORT RANDALL
 OR0143'DAM IS COMPLETED, THE FLOOR OF ROSEBUD BRIDGE WILL BE ABOUT 37
 OR0143'FEET UNDER WATER.
 OR0143
 OR0143                          STATION RECOVERY (1949)
 OR0143
 OR0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0143'RECOVERED IN GOOD CONDITION.
 OR0143
 OR0143                          STATION RECOVERY (2013)
 OR0143
 OR0143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1935 ***********************************************************************
 PU1935  DESIGNATION -  J 360
 PU1935  PID         -  PU1935
 PU1935  STATE/COUNTY-  SD/BUTTE
 PU1935  COUNTRY     -  US
 PU1935  USGS QUAD   -  FRUITDALE (2017)
 PU1935
 PU1935                         *CURRENT SURVEY CONTROL
 PU1935  ______________________________________________________________________
 PU1935* NAD 83(1986) POSITION- 44 41 16.     (N) 103 41 36.     (W)   SCALED
 PU1935* NAVD 88 ORTHO HEIGHT -   921.720 (meters)     3024.01  (feet) ADJUSTED
 PU1935  ______________________________________________________________________
 PU1935  GEOID HEIGHT    -        -15.667 (meters)                     GEOID18
 PU1935  DYNAMIC HEIGHT  -        921.478 (meters)     3023.22  (feet) COMP
 PU1935  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 PU1935
 PU1935  VERT ORDER      -  FIRST     CLASS II
 PU1935
 PU1935.The horizontal coordinates were scaled from a map and have
 PU1935.an estimated accuracy of +/- 6 seconds.
 PU1935
 PU1935.The orthometric height was determined by differential leveling and
 PU1935.adjusted by the NATIONAL GEODETIC SURVEY
 PU1935.in July 1998.
 PU1935
 PU1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1935.GEOID18 height accuracy estimate available here.
 PU1935
 PU1935.Click photographs - Photos may exist for this station.
 PU1935
 PU1935.The dynamic height is computed by dividing the NAVD 88
 PU1935.geopotential number by the normal gravity value computed on the
 PU1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1935.degrees latitude (g = 980.6199 gals.).
 PU1935
 PU1935.The modeled gravity was interpolated from observed gravity values.
 PU1935
 PU1935;                    North         East    Units  Estimated Accuracy
 PU1935;SPC SD N     -   101,630.      307,330.      MT  (+/- 180 meters Scaled)
 PU1935
 PU1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK035490(NAD 83)
 PU1935
 PU1935                          SUPERSEDED SURVEY CONTROL
 PU1935
 PU1935  NAVD 88 (06/15/91)  921.680  (m)         3023.88   (f) SUPERSEDED  1 2
 PU1935  NGVD 29 (??/??/92)  921.202  (m)         3022.31   (f) ADJ UNCH    1 2
 PU1935
 PU1935.Superseded values are not recommended for survey control.
 PU1935
 PU1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1935.See file dsdata.pdf to determine how the superseded data were derived.
 PU1935
 PU1935_MARKER: DB = BENCH MARK DISK
 PU1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1935_STAMPING: J 360 1962
 PU1935_MARK LOGO: CGS
 PU1935_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1935+STABILITY: SURFACE MOTION
 PU1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1935+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1935
 PU1935  HISTORY     - Date     Condition        Report By
 PU1935  HISTORY     - 1962     MONUMENTED       CGS
 PU1935  HISTORY     - 1963     GOOD             CGS
 PU1935  HISTORY     - 19951116 GOOD             NGS
 PU1935
 PU1935                          STATION DESCRIPTION
 PU1935
 PU1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1935'1.5 MI N FROM FRUITDALE.
 PU1935'1.3 MILE NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 PU1935'FRUITDALE TO THE JUNCTION OF GRADED ROAD AND U.S. HIGHWAY 212,
 PU1935'THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 212, ABOUT 113 YARDS
 PU1935'WEST OF THE JUNCTION OF U.S. HIGHWAY 212 AND A ROAD SOUTH,
 PU1935'53.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 20.8 FEET
 PU1935'NORTHEAST OF THE EAST END OF A 18 INCH PIPE CULVERT UNDER A DRIVE
 PU1935'NORTH INTO THE NATION WILDLIFE REFUGE, 1.6 FEET WEST OF A
 PU1935'WITNESS POST, ABOUT LEVEL WITH THE DRIVE TO THE REFUGE, 1.6
 PU1935'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE DRIVE TO THE
 PU1935'REFUGE, 2.5 FEET BELOW THE HIGHWAY, SET IN TOP OF A CONCRETE
 PU1935'POST WHICH IS PROJECTING ABOUT 0.4 OF A FOOT.
 PU1935
 PU1935                          STATION RECOVERY (1963)
 PU1935
 PU1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1935'RECOVERED IN GOOD CONDITION.
 PU1935
 PU1935                          STATION RECOVERY (1995)
 PU1935
 PU1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1935'13.2 KM (8.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1935'U.S. HIGHWAY 85 IN BELLE FOURCHE, 235.0 M (771.0 FT) WEST OF MILEPOST
 PU1935'23, 16.9 M (55.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT)
 PU1935'EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW
 PU1935'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND
 PU1935'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1935'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1417 ***********************************************************************
 PU1417  DESIGNATION -  J 361
 PU1417  PID         -  PU1417
 PU1417  STATE/COUNTY-  SD/MEADE
 PU1417  COUNTRY     -  US
 PU1417  USGS QUAD   -  PIEDMONT (2017)
 PU1417
 PU1417                         *CURRENT SURVEY CONTROL
 PU1417  ______________________________________________________________________
 PU1417* NAD 83(1986) POSITION- 44 14 02.     (N) 103 23 18.     (W)   SCALED
 PU1417* NAVD 88 ORTHO HEIGHT -  1061.485 (meters)     3482.56  (feet) ADJUSTED
 PU1417  ______________________________________________________________________
 PU1417  GEOID HEIGHT    -        -15.263 (meters)                     GEOID18
 PU1417  DYNAMIC HEIGHT  -       1061.121 (meters)     3481.36  (feet) COMP
 PU1417  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 PU1417
 PU1417  VERT ORDER      -  FIRST     CLASS II
 PU1417
 PU1417.The horizontal coordinates were scaled from a map and have
 PU1417.an estimated accuracy of +/- 6 seconds.
 PU1417
 PU1417.The orthometric height was determined by differential leveling and
 PU1417.adjusted by the NATIONAL GEODETIC SURVEY
 PU1417.in June 1991.
 PU1417
 PU1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1417.GEOID18 height accuracy estimate available here.
 PU1417
 PU1417.Click photographs - Photos may exist for this station.
 PU1417
 PU1417.The dynamic height is computed by dividing the NAVD 88
 PU1417.geopotential number by the normal gravity value computed on the
 PU1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1417.degrees latitude (g = 980.6199 gals.).
 PU1417
 PU1417.The modeled gravity was interpolated from observed gravity values.
 PU1417
 PU1417;                    North         East    Units  Estimated Accuracy
 PU1417;SPC SD N     -    50,180.      329,370.      MT  (+/- 180 meters Scaled)
 PU1417
 PU1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ287991(NAD 83)
 PU1417
 PU1417                          SUPERSEDED SURVEY CONTROL
 PU1417
 PU1417  NGVD 29 (??/??/92) 1060.975  (m)         3480.88   (f) ADJ UNCH    1 2
 PU1417
 PU1417.Superseded values are not recommended for survey control.
 PU1417
 PU1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1417.See file dsdata.pdf to determine how the superseded data were derived.
 PU1417
 PU1417_MARKER: DB = BENCH MARK DISK
 PU1417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1417_SP_SET: CULVERT HEADWALL
 PU1417_STAMPING: J 361 1962
 PU1417_MARK LOGO: CGS
 PU1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1417+STABILITY: SURFACE MOTION
 PU1417
 PU1417  HISTORY     - Date     Condition        Report By
 PU1417  HISTORY     - 1962     MONUMENTED       CGS
 PU1417  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1417  HISTORY     - 20110412 MARK NOT FOUND   INDIV
 PU1417
 PU1417                          STATION DESCRIPTION
 PU1417
 PU1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1417'14 MI NW FROM RAPID CITY.
 PU1417'ABOUT 13.95 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1417'RAILWAY FROM THE STATION AT RAPID CITY, 7 POLES OF 0.3 MILE SOUTHEAST
 PU1417'OF MILE POST 114, ABOUT 0.2 MILE NORTH OF THE POST OFFICE AT THE
 PU1417'SMALL COMMUNITY OF PIEDMONT, 186 FEET WEST OF THE CENTER OF A
 PU1417'ROAD CROSSING, 137 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PU1417'MAIN TRACK, 22 FEET NORTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD
 PU1417'OR FEEDER LANE ALONG THE NORTHEAST SIDE OF INTERSTATE HIGHWAY 90,
 PU1417'ABOUT 4 FEET ABOVE THE RAILS AND LEVEL WITH THE HIGHWAY, AND
 PU1417'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 PU1417'HEADWALL OF A CULVERT.
 PU1417
 PU1417                          STATION RECOVERY (1991)
 PU1417
 PU1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1417'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1417
 PU1417                          STATION RECOVERY (2011)
 PU1417
 PU1417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1417'NEW ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1570 ***********************************************************************
 PU1570  DESIGNATION -  J 362
 PU1570  PID         -  PU1570
 PU1570  STATE/COUNTY-  SD/PENNINGTON
 PU1570  COUNTRY     -  US
 PU1570  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1570
 PU1570                         *CURRENT SURVEY CONTROL
 PU1570  ______________________________________________________________________
 PU1570* NAD 83(1986) POSITION- 44 03 38.     (N) 103 09 21.     (W)   SCALED
 PU1570* NAVD 88 ORTHO HEIGHT -   948.756 (meters)     3112.71  (feet) ADJUSTED
 PU1570  ______________________________________________________________________
 PU1570  GEOID HEIGHT    -        -16.283 (meters)                     GEOID18
 PU1570  DYNAMIC HEIGHT  -        948.429 (meters)     3111.64  (feet) COMP
 PU1570  MODELED GRAVITY -    980,241.3   (mgal)                       NAVD 88
 PU1570
 PU1570  VERT ORDER      -  FIRST     CLASS II
 PU1570
 PU1570.The horizontal coordinates were scaled from a map and have
 PU1570.an estimated accuracy of +/- 6 seconds.
 PU1570
 PU1570.The orthometric height was determined by differential leveling and
 PU1570.adjusted by the NATIONAL GEODETIC SURVEY
 PU1570.in June 1991.
 PU1570
 PU1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1570.GEOID18 height accuracy estimate available here.
 PU1570
 PU1570.Click photographs - Photos may exist for this station.
 PU1570
 PU1570.The dynamic height is computed by dividing the NAVD 88
 PU1570.geopotential number by the normal gravity value computed on the
 PU1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1570.degrees latitude (g = 980.6199 gals.).
 PU1570
 PU1570.The modeled gravity was interpolated from observed gravity values.
 PU1570
 PU1570;                    North         East    Units  Estimated Accuracy
 PU1570;SPC SD S     -   195,730.      373,910.      MT  (+/- 180 meters Scaled)
 PU1570
 PU1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ477802(NAD 83)
 PU1570
 PU1570                          SUPERSEDED SURVEY CONTROL
 PU1570
 PU1570  NGVD 29 (??/??/92)  948.272  (m)         3111.12   (f) ADJ UNCH    1 2
 PU1570
 PU1570.Superseded values are not recommended for survey control.
 PU1570
 PU1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1570.See file dsdata.pdf to determine how the superseded data were derived.
 PU1570
 PU1570_MARKER: DB = BENCH MARK DISK
 PU1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1570_STAMPING: J 362 1962
 PU1570_MARK LOGO: CGS
 PU1570_PROJECTION: PROJECTING 20 CENTIMETERS
 PU1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1570+STABILITY: SURFACE MOTION
 PU1570
 PU1570  HISTORY     - Date     Condition        Report By
 PU1570  HISTORY     - 1962     MONUMENTED       CGS
 PU1570  HISTORY     - 1985     GOOD             NGS
 PU1570  HISTORY     - 20110201 MARK NOT FOUND   INDIV
 PU1570
 PU1570                          STATION DESCRIPTION
 PU1570
 PU1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1570'4.2 MI SE FROM RAPID CITY.
 PU1570'ABOUT 4.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1570'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1570'STATION AT RAPID CITY, IN SECTION 9, T 1 N, R 8 E, 100 FEET
 PU1570'WEST-SOUTHWEST OF THE CROSSING WITH PIONEER DRIVE, 55 1/2 FEET
 PU1570'SOUTHEAST OF THE 7TH TELEPHONE POLE NORTHWEST OF MILE POST 656,
 PU1570'IN LINE WITH A ROW OF TELEPHONE POLES, 37 1/2 FEET SOUTHWEST OF
 PU1570'THE SOUTHWEST RAIL, 10 FEET NORTHEAST OF A FENCE LINE, 2.0 FEET
 PU1570'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS,
 PU1570'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 PU1570
 PU1570                          STATION RECOVERY (1985)
 PU1570
 PU1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1570'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1570'MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE POST OFFICE AT
 PU1570'RAPID CITY, THENCE 4.8 KM (3.0 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 PU1570'IN THE SOUTHWEST CORNER OF THE Y JUNCTION OF PIONEER DRIVE, 50.6
 PU1570'METERS (166 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 29.6 METERS (97
 PU1570'FT) WEST OF THE CENTER OF THE DRIVE, 11.4 METERS (37.5 FT) SOUTHWEST
 PU1570'OF THE SOUTHWEST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PU1570'RAILROAD AND 6.1 METERS (20 FT) NORTHEAST OF THE CENTER OF A ROAD IN
 PU1570'THE RAPID VALLEY TRAILER PARK.
 PU1570'THE MARK IS 0.5 M BELOW THE DRIVE.
 PU1570
 PU1570                          STATION RECOVERY (2011)
 PU1570
 PU1570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1570'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0266 ***********************************************************************
 OT0266  DESIGNATION -  J 363
 OT0266  PID         -  OT0266
 OT0266  STATE/COUNTY-  SD/PENNINGTON
 OT0266  COUNTRY     -  US
 OT0266  USGS QUAD   -  CAPUTA (2017)
 OT0266
 OT0266                         *CURRENT SURVEY CONTROL
 OT0266  ______________________________________________________________________
 OT0266* NAD 83(1986) POSITION- 43 58 19.     (N) 102 55 10.     (W)   SCALED
 OT0266* NAVD 88 ORTHO HEIGHT -   864.124 (meters)     2835.05  (feet) ADJUSTED
 OT0266  ______________________________________________________________________
 OT0266  GEOID HEIGHT    -        -17.185 (meters)                     GEOID18
 OT0266  DYNAMIC HEIGHT  -        863.843 (meters)     2834.12  (feet) COMP
 OT0266  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OT0266
 OT0266  VERT ORDER      -  FIRST     CLASS II
 OT0266
 OT0266.The horizontal coordinates were scaled from a map and have
 OT0266.an estimated accuracy of +/- 6 seconds.
 OT0266
 OT0266.The orthometric height was determined by differential leveling and
 OT0266.adjusted by the NATIONAL GEODETIC SURVEY
 OT0266.in June 1991.
 OT0266
 OT0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0266.GEOID18 height accuracy estimate available here.
 OT0266
 OT0266.Click photographs - Photos may exist for this station.
 OT0266
 OT0266.The dynamic height is computed by dividing the NAVD 88
 OT0266.geopotential number by the normal gravity value computed on the
 OT0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0266.degrees latitude (g = 980.6199 gals.).
 OT0266
 OT0266.The modeled gravity was interpolated from observed gravity values.
 OT0266
 OT0266;                    North         East    Units  Estimated Accuracy
 OT0266;SPC SD S     -   185,270.      392,530.      MT  (+/- 180 meters Scaled)
 OT0266
 OT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ668708(NAD 83)
 OT0266
 OT0266                          SUPERSEDED SURVEY CONTROL
 OT0266
 OT0266  NGVD 29 (??/??/92)  863.664  (m)         2833.54   (f) ADJ UNCH    1 2
 OT0266
 OT0266.Superseded values are not recommended for survey control.
 OT0266
 OT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0266.See file dsdata.pdf to determine how the superseded data were derived.
 OT0266
 OT0266_MARKER: DB = BENCH MARK DISK
 OT0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0266_STAMPING: J 363 1962
 OT0266_MARK LOGO: CGS
 OT0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0266+STABILITY: SURFACE MOTION
 OT0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0266+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2011
 OT0266
 OT0266  HISTORY     - Date     Condition        Report By
 OT0266  HISTORY     - 1962     MONUMENTED       CGS
 OT0266  HISTORY     - 20110511 GOOD             INDIV
 OT0266
 OT0266                          STATION DESCRIPTION
 OT0266
 OT0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0266'17.6 MI SE FROM RAPID CITY.
 OT0266'ABOUT 17.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0266'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0266'STATION AT RAPID CITY, 4 1/2 TELEPHONE POLES EAST OF MILE POST
 OT0266'643, IN SECTION 9, T 1 S, R 10 E, 209 FEET NORTH OF THE CENTER
 OT0266'OF A ROAD CROSSING, 39 FEET WEST OF THE CENTER OF A GRAVELED
 OT0266'ROAD, 23 FEET NORTH OF A LARGE FORKED COTTONWOOD TREE, 7 1/2
 OT0266'FEET SOUTHWEST OF A TELEPHONE POLE NUMBER 262-1, 2 FEET EAST
 OT0266'OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 OT0266'7 FEET ABOVE THE RAILS AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 OT0266'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OT0266'INCHES.
 OT0266
 OT0266                          STATION RECOVERY (2011)
 OT0266
 OT0266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0030 ***********************************************************************
 OT0030  DESIGNATION -  J 364
 OT0030  PID         -  OT0030
 OT0030  STATE/COUNTY-  SD/PENNINGTON
 OT0030  COUNTRY     -  US
 OT0030  USGS QUAD   -  IMLAY (2017)
 OT0030
 OT0030                         *CURRENT SURVEY CONTROL
 OT0030  ______________________________________________________________________
 OT0030* NAD 83(1986) POSITION- 43 44 00.     (N) 102 28 23.     (W)   SCALED
 OT0030* NAVD 88 ORTHO HEIGHT -   831.626 (meters)     2728.43  (feet) ADJUSTED
 OT0030  ______________________________________________________________________
 OT0030  GEOID HEIGHT    -        -18.398 (meters)                     GEOID18
 OT0030  DYNAMIC HEIGHT  -        831.347 (meters)     2727.51  (feet) COMP
 OT0030  MODELED GRAVITY -    980,256.4   (mgal)                       NAVD 88
 OT0030
 OT0030  VERT ORDER      -  FIRST     CLASS II
 OT0030
 OT0030.The horizontal coordinates were scaled from a map and have
 OT0030.an estimated accuracy of +/- 6 seconds.
 OT0030
 OT0030.The orthometric height was determined by differential leveling and
 OT0030.adjusted by the NATIONAL GEODETIC SURVEY
 OT0030.in June 1991.
 OT0030
 OT0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0030.GEOID18 height accuracy estimate available here.
 OT0030
 OT0030.Click photographs - Photos may exist for this station.
 OT0030
 OT0030.The dynamic height is computed by dividing the NAVD 88
 OT0030.geopotential number by the normal gravity value computed on the
 OT0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0030.degrees latitude (g = 980.6199 gals.).
 OT0030
 OT0030.The modeled gravity was interpolated from observed gravity values.
 OT0030
 OT0030;                    North         East    Units  Estimated Accuracy
 OT0030;SPC SD S     -   157,750.      427,650.      MT  (+/- 180 meters Scaled)
 OT0030
 OT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ035453(NAD 83)
 OT0030
 OT0030                          SUPERSEDED SURVEY CONTROL
 OT0030
 OT0030  NGVD 29 (??/??/92)  831.160  (m)         2726.90   (f) ADJ UNCH    1 2
 OT0030
 OT0030.Superseded values are not recommended for survey control.
 OT0030
 OT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0030.See file dsdata.pdf to determine how the superseded data were derived.
 OT0030
 OT0030_MARKER: DB = BENCH MARK DISK
 OT0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0030_STAMPING: J 364 1962
 OT0030_MARK LOGO: CGS
 OT0030_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0030
 OT0030  HISTORY     - Date     Condition        Report By
 OT0030  HISTORY     - 1962     MONUMENTED       CGS
 OT0030
 OT0030                          STATION DESCRIPTION
 OT0030
 OT0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0030'5.2 MI SE FROM SCENIC.
 OT0030'ABOUT 5.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0030'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0030'SECTION 6, T 4 S, R 43 W, 30 1/2 FEET WEST OF THE FIRST POLE WEST
 OT0030'OF MILE POST 613, IN LINE WITH A ROW OF POLES, 38 FEET SOUTH OF
 OT0030'THE SOUTH RAIL, 2.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 OT0030'6 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND BRAZED ON THE TOP OF
 OT0030'A 3-INCH IRON PIPE WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0452 ***********************************************************************
 OS0452  DESIGNATION -  J 365
 OS0452  PID         -  OS0452
 OS0452  STATE/COUNTY-  SD/JACKSON
 OS0452  COUNTRY     -  US
 OS0452  USGS QUAD   -  KADOKA (2017)
 OS0452
 OS0452                         *CURRENT SURVEY CONTROL
 OS0452  ______________________________________________________________________
 OS0452* NAD 83(1986) POSITION- 43 47 03.     (N) 101 36 15.     (W)   SCALED
 OS0452* NAVD 88 ORTHO HEIGHT -   710.306 (meters)     2330.40  (feet) ADJUSTED
 OS0452  ______________________________________________________________________
 OS0452  GEOID HEIGHT    -        -21.230 (meters)                     GEOID18
 OS0452  DYNAMIC HEIGHT  -        710.079 (meters)     2329.65  (feet) COMP
 OS0452  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 OS0452
 OS0452  VERT ORDER      -  FIRST     CLASS II
 OS0452
 OS0452.The horizontal coordinates were scaled from a map and have
 OS0452.an estimated accuracy of +/- 6 seconds.
 OS0452
 OS0452.The orthometric height was determined by differential leveling and
 OS0452.adjusted by the NATIONAL GEODETIC SURVEY
 OS0452.in June 1991.
 OS0452
 OS0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0452.GEOID18 height accuracy estimate available here.
 OS0452
 OS0452.Click photographs - Photos may exist for this station.
 OS0452
 OS0452.The dynamic height is computed by dividing the NAVD 88
 OS0452.geopotential number by the normal gravity value computed on the
 OS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0452.degrees latitude (g = 980.6199 gals.).
 OS0452
 OS0452.The modeled gravity was interpolated from observed gravity values.
 OS0452
 OS0452;                    North         East    Units  Estimated Accuracy
 OS0452;SPC SD S     -   161,960.      497,720.      MT  (+/- 180 meters Scaled)
 OS0452
 OS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP904511(NAD 83)
 OS0452
 OS0452                          SUPERSEDED SURVEY CONTROL
 OS0452
 OS0452  NGVD 29 (??/??/92)  709.854  (m)         2328.91   (f) ADJ UNCH    1 2
 OS0452
 OS0452.Superseded values are not recommended for survey control.
 OS0452
 OS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0452.See file dsdata.pdf to determine how the superseded data were derived.
 OS0452
 OS0452_MARKER: DB = BENCH MARK DISK
 OS0452_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0452+WITH SETTING: INFORMATION.
 OS0452_STAMPING: J 365 1962
 OS0452_MARK LOGO: CGS
 OS0452_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0452_ROD/PIPE-DEPTH: 2.0 meters
 OS0452
 OS0452  HISTORY     - Date     Condition        Report By
 OS0452  HISTORY     - 1962     MONUMENTED       CGS
 OS0452
 OS0452                          STATION DESCRIPTION
 OS0452
 OS0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0452'6.1 MI SW FROM KADOKA.
 OS0452'ABOUT 6.1 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0452'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 16,
 OS0452'T 3 S, R 21 E, 0.15 MILE SOUTHWEST OF A RAILROAD CATTLE GUARD,
 OS0452'0.2 MILE NORTH OF A SHARP BALD HILL, 4 RAILS SOUTHWEST OF A
 OS0452'SMALL CUT, 24 FEET NORTHEAST OF THE 8TH TELEPHONE POLE NORTHEAST
 OS0452'OF MILE POST 568, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN
 OS0452'LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET NORTHWEST OF A
 OS0452'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAILS,
 OS0452'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 OS0452'TO A DEPTH OF 6 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 OS0452'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0330 ***********************************************************************
 PU0330  DESIGNATION -  J 366
 PU0330  PID         -  PU0330
 PU0330  STATE/COUNTY-  SD/PENNINGTON
 PU0330  COUNTRY     -  US
 PU0330  USGS QUAD   -  WASTA SE (2017)
 PU0330
 PU0330                         *CURRENT SURVEY CONTROL
 PU0330  ______________________________________________________________________
 PU0330* NAD 83(1986) POSITION- 44 01 24.     (N) 102 20 04.     (W)   SCALED
 PU0330* NAVD 88 ORTHO HEIGHT -   760.369 (meters)     2494.64  (feet) ADJUSTED
 PU0330  ______________________________________________________________________
 PU0330  GEOID HEIGHT    -        -18.737 (meters)                     GEOID18
 PU0330  DYNAMIC HEIGHT  -        760.136 (meters)     2493.88  (feet) COMP
 PU0330  MODELED GRAVITY -    980,287.7   (mgal)                       NAVD 88
 PU0330
 PU0330  VERT ORDER      -  SECOND    CLASS 0
 PU0330
 PU0330.The horizontal coordinates were scaled from a map and have
 PU0330.an estimated accuracy of +/- 6 seconds.
 PU0330
 PU0330.The orthometric height was determined by differential leveling and
 PU0330.adjusted by the NATIONAL GEODETIC SURVEY
 PU0330.in June 1991.
 PU0330
 PU0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0330.GEOID18 height accuracy estimate available here.
 PU0330
 PU0330.Click photographs - Photos may exist for this station.
 PU0330
 PU0330.The dynamic height is computed by dividing the NAVD 88
 PU0330.geopotential number by the normal gravity value computed on the
 PU0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0330.degrees latitude (g = 980.6199 gals.).
 PU0330
 PU0330.The modeled gravity was interpolated from observed gravity values.
 PU0330
 PU0330;                    North         East    Units  Estimated Accuracy
 PU0330;SPC SD S     -   189,680.      439,590.      MT  (+/- 180 meters Scaled)
 PU0330
 PU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136779(NAD 83)
 PU0330
 PU0330                          SUPERSEDED SURVEY CONTROL
 PU0330
 PU0330  NGVD 29 (??/??/92)  759.915  (m)         2493.15   (f) ADJ UNCH    2 0
 PU0330
 PU0330.Superseded values are not recommended for survey control.
 PU0330
 PU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0330.See file dsdata.pdf to determine how the superseded data were derived.
 PU0330
 PU0330_MARKER: DB = BENCH MARK DISK
 PU0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0330_STAMPING: J 366 1962
 PU0330_MARK LOGO: CGS
 PU0330_PROJECTION: PROJECTING 18 CENTIMETERS
 PU0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0330+STABILITY: SURFACE MOTION
 PU0330
 PU0330  HISTORY     - Date     Condition        Report By
 PU0330  HISTORY     - 1962     MONUMENTED       CGS
 PU0330
 PU0330                          STATION DESCRIPTION
 PU0330
 PU0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0330'6.2 MI NW FROM WALL.
 PU0330'ABOUT 6.15 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU0330'RAILWAY FROM THE STATION AT WALL, 4 POLES OR 0.15 MILE NORTHWEST
 PU0330'OF MILEPOST 597, 95 FEET NORTHEAST OF THE NORTHEAST RAIL, 18.3
 PU0330'FEET NORTHWEST OF A T-FENCE CORNER POST, 3.0 FEET SOUTHEAST OF A
 PU0330'FENCE, 2.2 FEET NORTHWEST O A METAL WITNESS POST, ABOUT 3 1/2
 PU0330'FEET ABOVE THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 PU0330'PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0396 ***********************************************************************
 PU0396  DESIGNATION -  J 367
 PU0396  PID         -  PU0396
 PU0396  STATE/COUNTY-  SD/PENNINGTON
 PU0396  COUNTRY     -  US
 PU0396  USGS QUAD   -  LAKE HILL (2017)
 PU0396
 PU0396                         *CURRENT SURVEY CONTROL
 PU0396  ______________________________________________________________________
 PU0396* NAD 83(1986) POSITION- 44 03 11.     (N) 102 13 40.     (W)   SCALED
 PU0396* NAVD 88 ORTHO HEIGHT -   860.013 (meters)     2821.56  (feet) ADJUSTED
 PU0396  ______________________________________________________________________
 PU0396  GEOID HEIGHT    -        -19.053 (meters)                     GEOID18
 PU0396  DYNAMIC HEIGHT  -        859.756 (meters)     2820.72  (feet) COMP
 PU0396  MODELED GRAVITY -    980,290.1   (mgal)                       NAVD 88
 PU0396
 PU0396  VERT ORDER      -  SECOND    CLASS 0
 PU0396
 PU0396.The horizontal coordinates were scaled from a map and have
 PU0396.an estimated accuracy of +/- 6 seconds.
 PU0396
 PU0396.The orthometric height was determined by differential leveling and
 PU0396.adjusted by the NATIONAL GEODETIC SURVEY
 PU0396.in June 1991.
 PU0396
 PU0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0396.GEOID18 height accuracy estimate available here.
 PU0396
 PU0396.Click photographs - Photos may exist for this station.
 PU0396
 PU0396.The dynamic height is computed by dividing the NAVD 88
 PU0396.geopotential number by the normal gravity value computed on the
 PU0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0396.degrees latitude (g = 980.6199 gals.).
 PU0396
 PU0396.The modeled gravity was interpolated from observed gravity values.
 PU0396
 PU0396;                    North         East    Units  Estimated Accuracy
 PU0396;SPC SD S     -   192,780.      448,210.      MT  (+/- 180 meters Scaled)
 PU0396
 PU0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ220815(NAD 83)
 PU0396
 PU0396                          SUPERSEDED SURVEY CONTROL
 PU0396
 PU0396  NGVD 29 (??/??/92)  859.555  (m)         2820.06   (f) ADJ UNCH    2 0
 PU0396
 PU0396.Superseded values are not recommended for survey control.
 PU0396
 PU0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0396.See file dsdata.pdf to determine how the superseded data were derived.
 PU0396
 PU0396_MARKER: DB = BENCH MARK DISK
 PU0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0396_STAMPING: J 367 1962
 PU0396_MARK LOGO: CGS
 PU0396_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0396+STABILITY: SURFACE MOTION
 PU0396
 PU0396  HISTORY     - Date     Condition        Report By
 PU0396  HISTORY     - 1962     MONUMENTED       CGS
 PU0396
 PU0396                          STATION DESCRIPTION
 PU0396
 PU0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0396'4.5 MI N FROM WALL.
 PU0396'ABOUT 4.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0396'AT WALL, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 159 FEET
 PU0396'NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, 19 FEET
 PU0396'EAST-SOUTHEAST OF A FENCE CORNER, 13 1/2 FEET EAST OF A POWER
 PU0396'POLE BEARING A TRANSFORMER, 10 FEET SOUTH OF THE FENCE ON THE
 PU0396'NORTH SIDE OF THE SCHOOLYARD, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 PU0396'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0396'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1660 ***********************************************************************
 PU1660  DESIGNATION -  J 368
 PU1660  PID         -  PU1660
 PU1660  STATE/COUNTY-  SD/LAWRENCE
 PU1660  COUNTRY     -  US
 PU1660  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1660
 PU1660                         *CURRENT SURVEY CONTROL
 PU1660  ______________________________________________________________________
 PU1660* NAD 83(1986) POSITION- 44 28 52.     (N) 103 39 14.     (W)   SCALED
 PU1660* NAVD 88 ORTHO HEIGHT -  1112.166 (meters)     3648.83  (feet) ADJUSTED
 PU1660  ______________________________________________________________________
 PU1660  GEOID HEIGHT    -        -15.025 (meters)                     GEOID18
 PU1660  DYNAMIC HEIGHT  -       1111.806 (meters)     3647.65  (feet) COMP
 PU1660  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 PU1660
 PU1660  VERT ORDER      -  FIRST     CLASS II
 PU1660
 PU1660.The horizontal coordinates were scaled from a map and have
 PU1660.an estimated accuracy of +/- 6 seconds.
 PU1660
 PU1660.The orthometric height was determined by differential leveling and
 PU1660.adjusted by the NATIONAL GEODETIC SURVEY
 PU1660.in June 1991.
 PU1660
 PU1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1660.GEOID18 height accuracy estimate available here.
 PU1660
 PU1660.Click photographs - Photos may exist for this station.
 PU1660
 PU1660.The dynamic height is computed by dividing the NAVD 88
 PU1660.geopotential number by the normal gravity value computed on the
 PU1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1660.degrees latitude (g = 980.6199 gals.).
 PU1660
 PU1660.The modeled gravity was interpolated from observed gravity values.
 PU1660
 PU1660;                    North         East    Units  Estimated Accuracy
 PU1660;SPC SD N     -    78,540.      309,420.      MT  (+/- 180 meters Scaled)
 PU1660
 PU1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK070261(NAD 83)
 PU1660
 PU1660                          SUPERSEDED SURVEY CONTROL
 PU1660
 PU1660  NGVD 29 (??/??/92) 1111.636  (m)         3647.09   (f) ADJ UNCH    1 2
 PU1660
 PU1660.Superseded values are not recommended for survey control.
 PU1660
 PU1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1660.See file dsdata.pdf to determine how the superseded data were derived.
 PU1660
 PU1660_MARKER: DB = BENCH MARK DISK
 PU1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1660_STAMPING: J 368 1962
 PU1660_MARK LOGO: CGS
 PU1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1660+STABILITY: SURFACE MOTION
 PU1660
 PU1660  HISTORY     - Date     Condition        Report By
 PU1660  HISTORY     - 1962     MONUMENTED       CGS
 PU1660
 PU1660                          STATION DESCRIPTION
 PU1660
 PU1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1660'1.6 MI NW FROM WHITEWOOD.
 PU1660'ABOUT 1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1660'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, 5 POLES
 PU1660'SOUTHEAST OF MILE POST 137, 45 FEET SOUTHWEST OF THE SOUTHWEST
 PU1660'RAIL, 5 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 117 FEET NORTHEAST
 PU1660'OF THE CENTER LINE OF STATE HIGHWAY 34, 1.6 FEET SOUTHWEST OF
 PU1660'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL,
 PU1660'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1811 ***********************************************************************
 PU1811  DESIGNATION -  J 369
 PU1811  PID         -  PU1811
 PU1811  STATE/COUNTY-  SD/BUTTE
 PU1811  COUNTRY     -  US
 PU1811  USGS QUAD   -  MUD BUTTES (2017)
 PU1811
 PU1811                         *CURRENT SURVEY CONTROL
 PU1811  ______________________________________________________________________
 PU1811* NAD 83(1986) POSITION- 44 50 52.     (N) 103 50 56.     (W)   SCALED
 PU1811* NAVD 88 ORTHO HEIGHT -   929.726 (meters)     3050.28  (feet) ADJUSTED
 PU1811  ______________________________________________________________________
 PU1811  GEOID HEIGHT    -        -15.700 (meters)                     GEOID18
 PU1811  DYNAMIC HEIGHT  -        929.480 (meters)     3049.47  (feet) COMP
 PU1811  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 PU1811
 PU1811  VERT ORDER      -  SECOND    CLASS 0
 PU1811
 PU1811.The horizontal coordinates were scaled from a map and have
 PU1811.an estimated accuracy of +/- 6 seconds.
 PU1811
 PU1811.The orthometric height was determined by differential leveling and
 PU1811.adjusted by the NATIONAL GEODETIC SURVEY
 PU1811.in June 1991.
 PU1811
 PU1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1811.GEOID18 height accuracy estimate available here.
 PU1811
 PU1811.Click photographs - Photos may exist for this station.
 PU1811
 PU1811.The dynamic height is computed by dividing the NAVD 88
 PU1811.geopotential number by the normal gravity value computed on the
 PU1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1811.degrees latitude (g = 980.6199 gals.).
 PU1811
 PU1811.The modeled gravity was interpolated from observed gravity values.
 PU1811
 PU1811;                    North         East    Units  Estimated Accuracy
 PU1811;SPC SD N     -   119,960.      295,860.      MT  (+/- 180 meters Scaled)
 PU1811
 PU1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909666(NAD 83)
 PU1811
 PU1811                          SUPERSEDED SURVEY CONTROL
 PU1811
 PU1811  NGVD 29 (??/??/92)  929.243  (m)         3048.69   (f) ADJ UNCH    2 0
 PU1811
 PU1811.Superseded values are not recommended for survey control.
 PU1811
 PU1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1811.See file dsdata.pdf to determine how the superseded data were derived.
 PU1811
 PU1811_MARKER: DB = BENCH MARK DISK
 PU1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1811_STAMPING: J 369 1962
 PU1811_MARK LOGO: CGS
 PU1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1811+STABILITY: SURFACE MOTION
 PU1811
 PU1811  HISTORY     - Date     Condition        Report By
 PU1811  HISTORY     - 1962     MONUMENTED       CGS
 PU1811
 PU1811                          STATION DESCRIPTION
 PU1811
 PU1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1811'12.7 MI N FROM BELLE FOURCHE.
 PU1811'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1811'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1811'1.0 MILE NORTHWEST ALONG A GRAVELED ROAD, 30 FEET NORTH OF THE
 PU1811'CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH OF A FENCE, 2.0 FEET
 PU1811'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU1811'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0217 ***********************************************************************
 OS0217  DESIGNATION -  J 37
 OS0217  PID         -  OS0217
 OS0217  STATE/COUNTY-  SD/JONES
 OS0217  COUNTRY     -  US
 OS0217  USGS QUAD   -  MURDO SW (2017)
 OS0217
 OS0217                         *CURRENT SURVEY CONTROL
 OS0217  ______________________________________________________________________
 OS0217* NAD 83(1986) POSITION- 43 48 19.     (N) 100 41 28.     (W)   SCALED
 OS0217* NAVD 88 ORTHO HEIGHT -   661.310 (meters)     2169.65  (feet) ADJUSTED
 OS0217  ______________________________________________________________________
 OS0217  GEOID HEIGHT    -        -24.220 (meters)                     GEOID18
 OS0217  DYNAMIC HEIGHT  -        661.090 (meters)     2168.93  (feet) COMP
 OS0217  MODELED GRAVITY -    980,264.6   (mgal)                       NAVD 88
 OS0217
 OS0217  VERT ORDER      -  FIRST     CLASS II
 OS0217
 OS0217.The horizontal coordinates were scaled from a map and have
 OS0217.an estimated accuracy of +/- 6 seconds.
 OS0217
 OS0217.The orthometric height was determined by differential leveling and
 OS0217.adjusted by the NATIONAL GEODETIC SURVEY
 OS0217.in June 1991.
 OS0217
 OS0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0217.GEOID18 height accuracy estimate available here.
 OS0217
 OS0217.Click photographs - Photos may exist for this station.
 OS0217
 OS0217.The dynamic height is computed by dividing the NAVD 88
 OS0217.geopotential number by the normal gravity value computed on the
 OS0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0217.degrees latitude (g = 980.6199 gals.).
 OS0217
 OS0217.The modeled gravity was interpolated from observed gravity values.
 OS0217
 OS0217;                    North         East    Units  Estimated Accuracy
 OS0217;SPC SD S     -   163,580.      571,210.      MT  (+/- 180 meters Scaled)
 OS0217
 OS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP639516(NAD 83)
 OS0217
 OS0217                          SUPERSEDED SURVEY CONTROL
 OS0217
 OS0217  NGVD 29 (??/??/92)  660.860  (m)         2168.17   (f) ADJ UNCH    1 2
 OS0217
 OS0217.Superseded values are not recommended for survey control.
 OS0217
 OS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0217.See file dsdata.pdf to determine how the superseded data were derived.
 OS0217
 OS0217_MARKER: DB = BENCH MARK DISK
 OS0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0217_STAMPING: J 37 1933
 OS0217_MARK LOGO: CGS
 OS0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0217+STABILITY: SURFACE MOTION
 OS0217
 OS0217  HISTORY     - Date     Condition        Report By
 OS0217  HISTORY     - 1933     MONUMENTED       CGS
 OS0217  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0217
 OS0217                          STATION DESCRIPTION
 OS0217
 OS0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0217'6 MI S FROM MURDO.
 OS0217'6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MUDRO, JONES COUNTY,
 OS0217'1 MILE NORTH OF A LARGE STUCCO FARMHOUSE, DIRECTLY IN LINE WITH
 OS0217'A CULVERT, AND 24 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.
 OS0217'A STANDARD DISK, STAMPED J 37 1933 AND SET IN THE TOP OF A
 OS0217'CONCRETE POST.
 OS0217
 OS0217                          STATION RECOVERY (1992)
 OS0217
 OS0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0217'THE TOP OF THE POST IS MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0242 ***********************************************************************
 OS0242  DESIGNATION -  J 370
 OS0242  PID         -  OS0242
 OS0242  STATE/COUNTY-  SD/JONES
 OS0242  COUNTRY     -  US
 OS0242  USGS QUAD   -  STAMFORD (2017)
 OS0242
 OS0242                         *CURRENT SURVEY CONTROL
 OS0242  ______________________________________________________________________
 OS0242* NAD 83(1986) POSITION- 43 53 49.     (N) 101 02 35.     (W)   SCALED
 OS0242* NAVD 88 ORTHO HEIGHT -   731.300 (meters)     2399.27  (feet) ADJUSTED
 OS0242  ______________________________________________________________________
 OS0242  GEOID HEIGHT    -        -23.269 (meters)                     GEOID18
 OS0242  DYNAMIC HEIGHT  -        731.067 (meters)     2398.51  (feet) COMP
 OS0242  MODELED GRAVITY -    980,276.4   (mgal)                       NAVD 88
 OS0242
 OS0242  VERT ORDER      -  FIRST     CLASS II
 OS0242
 OS0242.The horizontal coordinates were scaled from a map and have
 OS0242.an estimated accuracy of +/- 6 seconds.
 OS0242
 OS0242.The orthometric height was determined by differential leveling and
 OS0242.adjusted by the NATIONAL GEODETIC SURVEY
 OS0242.in June 1991.
 OS0242
 OS0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0242.GEOID18 height accuracy estimate available here.
 OS0242
 OS0242.Click photographs - Photos may exist for this station.
 OS0242
 OS0242.The dynamic height is computed by dividing the NAVD 88
 OS0242.geopotential number by the normal gravity value computed on the
 OS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0242.degrees latitude (g = 980.6199 gals.).
 OS0242
 OS0242.The modeled gravity was interpolated from observed gravity values.
 OS0242
 OS0242;                    North         East    Units  Estimated Accuracy
 OS0242;SPC SD S     -   173,950.      542,980.      MT  (+/- 180 meters Scaled)
 OS0242
 OS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP359624(NAD 83)
 OS0242
 OS0242                          SUPERSEDED SURVEY CONTROL
 OS0242
 OS0242  NGVD 29 (??/??/92)  730.859  (m)         2397.83   (f) ADJ UNCH    1 2
 OS0242
 OS0242.Superseded values are not recommended for survey control.
 OS0242
 OS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0242.See file dsdata.pdf to determine how the superseded data were derived.
 OS0242
 OS0242_MARKER: DB = BENCH MARK DISK
 OS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0242_STAMPING: J 370 1962
 OS0242_MARK LOGO: CGS
 OS0242_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0242+STABILITY: SURFACE MOTION
 OS0242
 OS0242  HISTORY     - Date     Condition        Report By
 OS0242  HISTORY     - 1962     MONUMENTED       CGS
 OS0242  HISTORY     - 1985     GOOD             NGS
 OS0242
 OS0242                          STATION DESCRIPTION
 OS0242
 OS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0242'8.1 MI W FROM OKATON.
 OS0242'ABOUT 8.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0242'AND PACIFIC RAILROAD, FROM THE GRAIN ELEVATOR AT OKATON, IN SECTION
 OS0242'5, T 2 S, R 28 E, 55 FEET NORTH OF THE NORTH RAIL, 101 FEET
 OS0242'NORTHEAST AND ACROSS TRACKS FROM MILE POST 535, 3 1/2 FEET
 OS0242'WEST OF A POWER POLE, 95 FEET SOUTH OF THE CENTER LINE OF U.S.
 OS0242'HIGHWAY 16, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET
 OS0242'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OS0242'POST PROJECTING 6 INCHES.
 OS0242
 OS0242                          STATION RECOVERY (1985)
 OS0242
 OS0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0242'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.63 KM (7.85
 OS0242'MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION OF I 90 EXIT
 OS0242'183 AT OKATON, 1.80 KM (1.12 MI) EAST OF THE JONES-JACKSON COUNTY
 OS0242'LINE, 29.0 METERS (95 FT) SOUTHWEST OF THE CENTER OF THE SERVICE ROAD,
 OS0242'16.8 METERS (55 FT) NORTHEAST OF THE NORTHEAST RAIL AND 1.1 METERS
 OS0242'(3.5 FT) NORTHWEST OF A POWER POLE.
 OS0242'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0242'THE MARK IS 0.6 M ABOVE THE SERVICE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0517 ***********************************************************************
 PT0517  DESIGNATION -  J 371
 PT0517  PID         -  PT0517
 PT0517  STATE/COUNTY-  SD/HAAKON
 PT0517  COUNTRY     -  US
 PT0517  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0517
 PT0517                         *CURRENT SURVEY CONTROL
 PT0517  ______________________________________________________________________
 PT0517* NAD 83(1986) POSITION- 44 12 41.     (N) 101 40 03.     (W)   SCALED
 PT0517* NAVD 88 ORTHO HEIGHT -   735.314 (meters)     2412.44  (feet) ADJUSTED
 PT0517  ______________________________________________________________________
 PT0517  GEOID HEIGHT    -        -21.025 (meters)                     GEOID18
 PT0517  DYNAMIC HEIGHT  -        735.106 (meters)     2411.76  (feet) COMP
 PT0517  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PT0517
 PT0517  VERT ORDER      -  FIRST     CLASS II
 PT0517
 PT0517.The horizontal coordinates were scaled from a map and have
 PT0517.an estimated accuracy of +/- 6 seconds.
 PT0517
 PT0517.The orthometric height was determined by differential leveling and
 PT0517.adjusted by the NATIONAL GEODETIC SURVEY
 PT0517.in June 1991.
 PT0517
 PT0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0517.GEOID18 height accuracy estimate available here.
 PT0517
 PT0517.Click photographs - Photos may exist for this station.
 PT0517
 PT0517.The dynamic height is computed by dividing the NAVD 88
 PT0517.geopotential number by the normal gravity value computed on the
 PT0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0517.degrees latitude (g = 980.6199 gals.).
 PT0517
 PT0517.The modeled gravity was interpolated from observed gravity values.
 PT0517
 PT0517;                    North         East    Units  Estimated Accuracy
 PT0517;SPC SD S     -   209,500.      493,380.      MT  (+/- 180 meters Scaled)
 PT0517
 PT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP868988(NAD 83)
 PT0517
 PT0517                          SUPERSEDED SURVEY CONTROL
 PT0517
 PT0517  NGVD 29 (??/??/92)  734.851  (m)         2410.92   (f) ADJ UNCH    1 2
 PT0517
 PT0517.Superseded values are not recommended for survey control.
 PT0517
 PT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0517.See file dsdata.pdf to determine how the superseded data were derived.
 PT0517
 PT0517_MARKER: DB = BENCH MARK DISK
 PT0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0517_STAMPING: J 371 1962
 PT0517_MARK LOGO: CGS
 PT0517_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0517+STABILITY: SURFACE MOTION
 PT0517
 PT0517  HISTORY     - Date     Condition        Report By
 PT0517  HISTORY     - 1962     MONUMENTED       CGS
 PT0517
 PT0517                          STATION DESCRIPTION
 PT0517
 PT0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0517'12 MI N FROM PHILIP.
 PT0517'ABOUT 12.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0517'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 74 FEET SOUTH OF
 PT0517'A TELEPHONE POLE, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PT0517'2 FEET WEST OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS
 PT0517'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 PT0517'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0459 ***********************************************************************
 PT0459  DESIGNATION -  J 372
 PT0459  PID         -  PT0459
 PT0459  STATE/COUNTY-  SD/HAAKON
 PT0459  COUNTRY     -  US
 PT0459  USGS QUAD   -  POWELL (2017)
 PT0459
 PT0459                         *CURRENT SURVEY CONTROL
 PT0459  ______________________________________________________________________
 PT0459* NAD 83(1986) POSITION- 44 02 37.     (N) 101 29 31.     (W)   SCALED
 PT0459* NAVD 88 ORTHO HEIGHT -   625.308 (meters)     2051.53  (feet) ADJUSTED
 PT0459  ______________________________________________________________________
 PT0459  GEOID HEIGHT    -        -21.751 (meters)                     GEOID18
 PT0459  DYNAMIC HEIGHT  -        625.119 (meters)     2050.91  (feet) COMP
 PT0459  MODELED GRAVITY -    980,298.0   (mgal)                       NAVD 88
 PT0459
 PT0459  VERT ORDER      -  SECOND    CLASS 0
 PT0459
 PT0459.The horizontal coordinates were scaled from a map and have
 PT0459.an estimated accuracy of +/- 6 seconds.
 PT0459
 PT0459.The orthometric height was determined by differential leveling and
 PT0459.adjusted by the NATIONAL GEODETIC SURVEY
 PT0459.in June 1991.
 PT0459
 PT0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0459.GEOID18 height accuracy estimate available here.
 PT0459
 PT0459.Click photographs - Photos may exist for this station.
 PT0459
 PT0459.The dynamic height is computed by dividing the NAVD 88
 PT0459.geopotential number by the normal gravity value computed on the
 PT0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0459.degrees latitude (g = 980.6199 gals.).
 PT0459
 PT0459.The modeled gravity was interpolated from observed gravity values.
 PT0459
 PT0459;                    North         East    Units  Estimated Accuracy
 PT0459;SPC SD S     -   190,650.      507,150.      MT  (+/- 180 meters Scaled)
 PT0459
 PT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP003797(NAD 83)
 PT0459
 PT0459                          SUPERSEDED SURVEY CONTROL
 PT0459
 PT0459  NGVD 29 (??/??/92)  624.848  (m)         2050.02   (f) ADJ UNCH    2 0
 PT0459
 PT0459.Superseded values are not recommended for survey control.
 PT0459
 PT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0459.See file dsdata.pdf to determine how the superseded data were derived.
 PT0459
 PT0459_MARKER: DB = BENCH MARK DISK
 PT0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0459_STAMPING: J 372 1962
 PT0459_MARK LOGO: CGS
 PT0459_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0459+STABILITY: SURFACE MOTION
 PT0459
 PT0459  HISTORY     - Date     Condition        Report By
 PT0459  HISTORY     - 1962     MONUMENTED       CGS
 PT0459
 PT0459                          STATION DESCRIPTION
 PT0459
 PT0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0459'8.8 MI E FROM PHILIP.
 PT0459'8.75 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0459'FROM THE STATION AT PHILIP, IN SECTION 17, T 1 N, R 22 E, 2
 PT0459'POLES WEST OF THE POWELL STATION SIGN AND 3 POLES WEST OF MILE
 PT0459'POST 551, 97 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 PT0459'29 FEET SOUTH OF A PRIVATE ROAD LEADING WEST, 11 FEET NORTH
 PT0459'OF A FENCE, 4 FEET SOUTH OF A POWER POLE WITH 2 GUY WIRES, 1.6
 PT0459'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 PT0459'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0656 ***********************************************************************
 PT0656  DESIGNATION -  J 373
 PT0656  PID         -  PT0656
 PT0656  STATE/COUNTY-  SD/HAAKON
 PT0656  COUNTRY     -  US
 PT0656  USGS QUAD   -  HILLAND NW (2017)
 PT0656
 PT0656                         *CURRENT SURVEY CONTROL
 PT0656  ______________________________________________________________________
 PT0656* NAD 83(1986) POSITION- 44 24 35.     (N) 101 54 37.     (W)   SCALED
 PT0656* NAVD 88 ORTHO HEIGHT -   733.592 (meters)     2406.79  (feet) ADJUSTED
 PT0656  ______________________________________________________________________
 PT0656  GEOID HEIGHT    -        -20.252 (meters)                     GEOID18
 PT0656  DYNAMIC HEIGHT  -        733.411 (meters)     2406.20  (feet) COMP
 PT0656  MODELED GRAVITY -    980,346.3   (mgal)                       NAVD 88
 PT0656
 PT0656  VERT ORDER      -  SECOND    CLASS 0
 PT0656
 PT0656.The horizontal coordinates were scaled from a map and have
 PT0656.an estimated accuracy of +/- 6 seconds.
 PT0656
 PT0656.The orthometric height was determined by differential leveling and
 PT0656.adjusted by the NATIONAL GEODETIC SURVEY
 PT0656.in June 1991.
 PT0656
 PT0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0656.GEOID18 height accuracy estimate available here.
 PT0656
 PT0656.Click photographs - Photos may exist for this station.
 PT0656
 PT0656.The dynamic height is computed by dividing the NAVD 88
 PT0656.geopotential number by the normal gravity value computed on the
 PT0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0656.degrees latitude (g = 980.6199 gals.).
 PT0656
 PT0656.The modeled gravity was interpolated from observed gravity values.
 PT0656
 PT0656;                    North         East    Units  Estimated Accuracy
 PT0656;SPC SD S     -   231,870.      474,400.      MT  (+/- 180 meters Scaled)
 PT0656
 PT0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ682215(NAD 83)
 PT0656
 PT0656                          SUPERSEDED SURVEY CONTROL
 PT0656
 PT0656  NGVD 29 (??/??/92)  733.142  (m)         2405.32   (f) ADJ UNCH    2 0
 PT0656
 PT0656.Superseded values are not recommended for survey control.
 PT0656
 PT0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0656.See file dsdata.pdf to determine how the superseded data were derived.
 PT0656
 PT0656_MARKER: DB = BENCH MARK DISK
 PT0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0656_STAMPING: J 373 1962
 PT0656_MARK LOGO: CGS
 PT0656_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0656+STABILITY: SURFACE MOTION
 PT0656
 PT0656  HISTORY     - Date     Condition        Report By
 PT0656  HISTORY     - 1962     MONUMENTED       CGS
 PT0656
 PT0656                          STATION DESCRIPTION
 PT0656
 PT0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0656'16.9 MI W FROM MILESVILLE.
 PT0656'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0656'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0656'HIGHWAY 34 AND 73, THENCE 5.55 MILES NORTHWEST ALONG A GRAVEL
 PT0656'ROAD WHICH WAS FORMERLY HIGHWAY 34 AND 73, 1.0 MILES SOUTHWEST
 PT0656'OF A CONCRETE BRIDGE OVER BRIDGER CREEK, 51 FEET SOUTH OF THE
 PT0656'CENTERLINE OF THE ROAD, 2.0 FEET EAST OF A METAL WITNESS POST,
 PT0656'1 1/2 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PT0656'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0692 ***********************************************************************
 PT0692  DESIGNATION -  J 374
 PT0692  PID         -  PT0692
 PT0692  STATE/COUNTY-  SD/HAAKON
 PT0692  COUNTRY     -  US
 PT0692  USGS QUAD   -  ELBON (2017)
 PT0692
 PT0692                         *CURRENT SURVEY CONTROL
 PT0692  ______________________________________________________________________
 PT0692* NAD 83(1986) POSITION- 44 17 02.     (N) 101 42 28.     (W)   SCALED
 PT0692* NAVD 88 ORTHO HEIGHT -   774.918 (meters)     2542.38  (feet) ADJUSTED
 PT0692  ______________________________________________________________________
 PT0692  GEOID HEIGHT    -        -20.862 (meters)                     GEOID18
 PT0692  DYNAMIC HEIGHT  -        774.701 (meters)     2541.66  (feet) COMP
 PT0692  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 PT0692
 PT0692  VERT ORDER      -  SECOND    CLASS 0
 PT0692
 PT0692.The horizontal coordinates were scaled from a map and have
 PT0692.an estimated accuracy of +/- 6 seconds.
 PT0692
 PT0692.The orthometric height was determined by differential leveling and
 PT0692.adjusted by the NATIONAL GEODETIC SURVEY
 PT0692.in June 1991.
 PT0692
 PT0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0692.GEOID18 height accuracy estimate available here.
 PT0692
 PT0692.Click photographs - Photos may exist for this station.
 PT0692
 PT0692.The dynamic height is computed by dividing the NAVD 88
 PT0692.geopotential number by the normal gravity value computed on the
 PT0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0692.degrees latitude (g = 980.6199 gals.).
 PT0692
 PT0692.The modeled gravity was interpolated from observed gravity values.
 PT0692
 PT0692;                    North         East    Units  Estimated Accuracy
 PT0692;SPC SD S     -   217,610.      490,300.      MT  (+/- 180 meters Scaled)
 PT0692
 PT0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ839069(NAD 83)
 PT0692
 PT0692                          SUPERSEDED SURVEY CONTROL
 PT0692
 PT0692  NGVD 29 (??/??/92)  774.450  (m)         2540.84   (f) ADJ UNCH    2 0
 PT0692
 PT0692.Superseded values are not recommended for survey control.
 PT0692
 PT0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0692.See file dsdata.pdf to determine how the superseded data were derived.
 PT0692
 PT0692_MARKER: DB = BENCH MARK DISK
 PT0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0692_STAMPING: J 374 1962
 PT0692_MARK LOGO: CGS
 PT0692_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0692+STABILITY: SURFACE MOTION
 PT0692
 PT0692  HISTORY     - Date     Condition        Report By
 PT0692  HISTORY     - 1962     MONUMENTED       CGS
 PT0692
 PT0692                          STATION DESCRIPTION
 PT0692
 PT0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0692'7.5 MI E FROM HILLAND.
 PT0692'ABOUT 7.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0692'CEMETERY AT HILLAND, AT THE INTERSECTION OF THE GRAVEL ROAD AND
 PT0692'A NORTH-SOUTH ROAD, IN SECTION 22, T 4 N, R 20 E, 55 FEET NORTH
 PT0692'OF THE CENTER LINE OF THE GRAVEL ROAD, 31 FEET EAST OF THE CENTER
 PT0692'LINE OF THE NORTH-SOUTH ROAD, 3 FEET WEST OF A POWER POLE BRACED
 PT0692'BY A GUY WIRE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PT0692'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0692'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0381 ***********************************************************************
 PU0381  DESIGNATION -  J 375
 PU0381  PID         -  PU0381
 PU0381  STATE/COUNTY-  SD/PENNINGTON
 PU0381  COUNTRY     -  US
 PU0381  USGS QUAD   -  PEDRO (2017)
 PU0381
 PU0381                         *CURRENT SURVEY CONTROL
 PU0381  ______________________________________________________________________
 PU0381* NAD 83(1986) POSITION- 44 26 34.     (N) 102 05 17.     (W)   SCALED
 PU0381* NAVD 88 ORTHO HEIGHT -   615.681 (meters)     2019.95  (feet) ADJUSTED
 PU0381  ______________________________________________________________________
 PU0381  GEOID HEIGHT    -        -19.775 (meters)                     GEOID18
 PU0381  DYNAMIC HEIGHT  -        615.541 (meters)     2019.49  (feet) COMP
 PU0381  MODELED GRAVITY -    980,370.6   (mgal)                       NAVD 88
 PU0381
 PU0381  VERT ORDER      -  SECOND    CLASS 0
 PU0381
 PU0381.The horizontal coordinates were scaled from a map and have
 PU0381.an estimated accuracy of +/- 6 seconds.
 PU0381
 PU0381.The orthometric height was determined by differential leveling and
 PU0381.adjusted by the NATIONAL GEODETIC SURVEY
 PU0381.in June 1991.
 PU0381
 PU0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0381.GEOID18 height accuracy estimate available here.
 PU0381
 PU0381.Click photographs - Photos may exist for this station.
 PU0381
 PU0381.The dynamic height is computed by dividing the NAVD 88
 PU0381.geopotential number by the normal gravity value computed on the
 PU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0381.degrees latitude (g = 980.6199 gals.).
 PU0381
 PU0381.The modeled gravity was interpolated from observed gravity values.
 PU0381
 PU0381;                    North         East    Units  Estimated Accuracy
 PU0381;SPC SD S     -   235,830.      460,320.      MT  (+/- 180 meters Scaled)
 PU0381
 PU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK317251(NAD 83)
 PU0381
 PU0381                          SUPERSEDED SURVEY CONTROL
 PU0381
 PU0381  NGVD 29 (??/??/92)  615.239  (m)         2018.50   (f) ADJ UNCH    2 0
 PU0381
 PU0381.Superseded values are not recommended for survey control.
 PU0381
 PU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0381.See file dsdata.pdf to determine how the superseded data were derived.
 PU0381
 PU0381_MARKER: DB = BENCH MARK DISK
 PU0381_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0381_STAMPING: J 375 1962
 PU0381_MARK LOGO: CGS
 PU0381_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0381_ROD/PIPE-DEPTH: 4.9 meters
 PU0381
 PU0381  HISTORY     - Date     Condition        Report By
 PU0381  HISTORY     - 1962     MONUMENTED       CGS
 PU0381
 PU0381                          STATION DESCRIPTION
 PU0381
 PU0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0381'2.8 MI NE FROM PEDRO.
 PU0381'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0381'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0381'1.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 33,
 PU0381'T 6 N, R 17 E, 0.4 MILE WEST OF A CATTLE GUARD, 0.35 MILE WEST
 PU0381'OF A BRIDGE OVER A SMALL CREEK, 123 FEET EAST OF THE CREST OF
 PU0381'A HILL, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET
 PU0381'NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD LEADING SOUTHEAST,
 PU0381'1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU0381'LEVEL OF THE ROAD, CLAMPED ON A 5/8 INCH COPPER-COATED ROD WHICH
 PU0381'IS DRIVEN TO A DEPTH OF 16 FEET, AND ENCASED IN A 6-INCH TILE
 PU0381'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1599 ***********************************************************************
 PU1599  DESIGNATION -  J 376
 PU1599  PID         -  PU1599
 PU1599  STATE/COUNTY-  SD/LAWRENCE
 PU1599  COUNTRY     -  US
 PU1599  USGS QUAD   -  SPEARFISH (2017)
 PU1599
 PU1599                         *CURRENT SURVEY CONTROL
 PU1599  ______________________________________________________________________
 PU1599* NAD 83(1986) POSITION- 44 27 22.     (N) 103 51 48.     (W)   SCALED
 PU1599* NAVD 88 ORTHO HEIGHT -  1175.083 (meters)     3855.25  (feet) ADJUSTED
 PU1599  ______________________________________________________________________
 PU1599  GEOID HEIGHT    -        -14.262 (meters)                     GEOID18
 PU1599  DYNAMIC HEIGHT  -       1174.636 (meters)     3853.78  (feet) COMP
 PU1599  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 PU1599
 PU1599  VERT ORDER      -  SECOND    CLASS 0
 PU1599
 PU1599.The horizontal coordinates were scaled from a map and have
 PU1599.an estimated accuracy of +/- 6 seconds.
 PU1599
 PU1599.The orthometric height was determined by differential leveling and
 PU1599.adjusted by the NATIONAL GEODETIC SURVEY
 PU1599.in June 1991.
 PU1599
 PU1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1599.GEOID18 height accuracy estimate available here.
 PU1599
 PU1599.Click photographs - Photos may exist for this station.
 PU1599
 PU1599.The dynamic height is computed by dividing the NAVD 88
 PU1599.geopotential number by the normal gravity value computed on the
 PU1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1599.degrees latitude (g = 980.6199 gals.).
 PU1599
 PU1599.The modeled gravity was interpolated from observed gravity values.
 PU1599
 PU1599;                    North         East    Units  Estimated Accuracy
 PU1599;SPC SD N     -    76,540.      292,640.      MT  (+/- 180 meters Scaled)
 PU1599
 PU1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904231(NAD 83)
 PU1599
 PU1599                          SUPERSEDED SURVEY CONTROL
 PU1599
 PU1599  NGVD 29 (??/??/92) 1174.483  (m)         3853.28   (f) ADJ UNCH    2 0
 PU1599
 PU1599.Superseded values are not recommended for survey control.
 PU1599
 PU1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1599.See file dsdata.pdf to determine how the superseded data were derived.
 PU1599
 PU1599_MARKER: DB = BENCH MARK DISK
 PU1599_SETTING: 66 = SET IN ROCK OUTCROP
 PU1599_STAMPING: J 376 1962
 PU1599_MARK LOGO: CGS
 PU1599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1599+STABILITY: POSITION/ELEVATION WELL
 PU1599
 PU1599  HISTORY     - Date     Condition        Report By
 PU1599  HISTORY     - 1962     MONUMENTED       CGS
 PU1599
 PU1599                          STATION DESCRIPTION
 PU1599
 PU1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1599'3.5 MI SE FROM SPEARFISH.
 PU1599'1 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1599'SPEARFISH THENCE 2.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 14A TO
 PU1599'THE OUTSIDE OF A LONG CURVE AND CLIFF, SET VERTICAL IN THE SOUTH
 PU1599'FACE OF THE CLIFF, 48 FEET NORTH AND ACROSS THE HIGHWAY FROM A
 PU1599'LONE 18 INCH COTTON WOOD TREE, 22.5 FEET NORTH OF THE CENTERLINE
 PU1599'OF THE HIGHWAY, SET VERTICAL ABOUT 2 FEET ABOVE THE GROUND AND
 PU1599'5 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2009 ***********************************************************************
 PU2009  DESIGNATION -  J 377
 PU2009  PID         -  PU2009
 PU2009  STATE/COUNTY-  SD/BUTTE
 PU2009  COUNTRY     -  US
 PU2009  USGS QUAD   -  FRUITDALE (2017)
 PU2009
 PU2009                         *CURRENT SURVEY CONTROL
 PU2009  ______________________________________________________________________
 PU2009* NAD 83(1986) POSITION- 44 39 10.     (N) 103 43 36.     (W)   SCALED
 PU2009* NAVD 88 ORTHO HEIGHT -   930.774 (meters)     3053.71  (feet) ADJUSTED
 PU2009  ______________________________________________________________________
 PU2009  GEOID HEIGHT    -        -15.514 (meters)                     GEOID18
 PU2009  DYNAMIC HEIGHT  -        930.524 (meters)     3052.89  (feet) COMP
 PU2009  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 PU2009
 PU2009  VERT ORDER      -  SECOND    CLASS 0
 PU2009
 PU2009.The horizontal coordinates were scaled from a map and have
 PU2009.an estimated accuracy of +/- 6 seconds.
 PU2009
 PU2009.The orthometric height was determined by differential leveling and
 PU2009.adjusted by the NATIONAL GEODETIC SURVEY
 PU2009.in June 1991.
 PU2009
 PU2009.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2009.GEOID18 height accuracy estimate available here.
 PU2009
 PU2009.Click photographs - Photos may exist for this station.
 PU2009
 PU2009.The dynamic height is computed by dividing the NAVD 88
 PU2009.geopotential number by the normal gravity value computed on the
 PU2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2009.degrees latitude (g = 980.6199 gals.).
 PU2009
 PU2009.The modeled gravity was interpolated from observed gravity values.
 PU2009
 PU2009;                    North         East    Units  Estimated Accuracy
 PU2009;SPC SD N     -    97,860.      304,510.      MT  (+/- 180 meters Scaled)
 PU2009
 PU2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK009451(NAD 83)
 PU2009
 PU2009                          SUPERSEDED SURVEY CONTROL
 PU2009
 PU2009  NGVD 29 (??/??/92)  930.292  (m)         3052.13   (f) ADJ UNCH    2 0
 PU2009
 PU2009.Superseded values are not recommended for survey control.
 PU2009
 PU2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2009.See file dsdata.pdf to determine how the superseded data were derived.
 PU2009
 PU2009_MARKER: DB = BENCH MARK DISK
 PU2009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU2009_SP_SET: BOX CULVERT WINGWALL
 PU2009_STAMPING: J 377 1962
 PU2009_MARK LOGO: CGS
 PU2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2009+STABILITY: SURFACE MOTION
 PU2009
 PU2009  HISTORY     - Date     Condition        Report By
 PU2009  HISTORY     - 1962     MONUMENTED       CGS
 PU2009
 PU2009                          STATION DESCRIPTION
 PU2009
 PU2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2009'3 MI SW FROM FRUITDALE.
 PU2009'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2009'FRUITDALE, THENCE 1.4 MILES WEST ALONG A GRAVELED ROAD, IN THE
 PU2009'TOP OF THE CENTER OF THE SOUTH WING WALL OF AN 8-BY 8-FOOT
 PU2009'CONCRETE BOX CULVERT, 15 FEET SOUTHWEST OF THE CENTER LINE OF
 PU2009'THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0456 ***********************************************************************
 PU0456  DESIGNATION -  J 378
 PU0456  PID         -  PU0456
 PU0456  STATE/COUNTY-  SD/PENNINGTON
 PU0456  COUNTRY     -  US
 PU0456  USGS QUAD   -  CREIGHTON (2017)
 PU0456
 PU0456                         *CURRENT SURVEY CONTROL
 PU0456  ______________________________________________________________________
 PU0456* NAD 83(1986) POSITION- 44 17 52.     (N) 102 10 04.     (W)   SCALED
 PU0456* NAVD 88 ORTHO HEIGHT -   777.697 (meters)     2551.49  (feet) ADJUSTED
 PU0456  ______________________________________________________________________
 PU0456  GEOID HEIGHT    -        -19.456 (meters)                     GEOID18
 PU0456  DYNAMIC HEIGHT  -        777.484 (meters)     2550.80  (feet) COMP
 PU0456  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 PU0456
 PU0456  VERT ORDER      -  SECOND    CLASS 0
 PU0456
 PU0456.The horizontal coordinates were scaled from a map and have
 PU0456.an estimated accuracy of +/- 6 seconds.
 PU0456
 PU0456.The orthometric height was determined by differential leveling and
 PU0456.adjusted by the NATIONAL GEODETIC SURVEY
 PU0456.in June 1991.
 PU0456
 PU0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0456.GEOID18 height accuracy estimate available here.
 PU0456
 PU0456.Click photographs - Photos may exist for this station.
 PU0456
 PU0456.The dynamic height is computed by dividing the NAVD 88
 PU0456.geopotential number by the normal gravity value computed on the
 PU0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0456.degrees latitude (g = 980.6199 gals.).
 PU0456
 PU0456.The modeled gravity was interpolated from observed gravity values.
 PU0456
 PU0456;                    North         East    Units  Estimated Accuracy
 PU0456;SPC SD S     -   219,860.      453,620.      MT  (+/- 180 meters Scaled)
 PU0456
 PU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK259088(NAD 83)
 PU0456
 PU0456                          SUPERSEDED SURVEY CONTROL
 PU0456
 PU0456  NGVD 29 (??/??/92)  777.238  (m)         2549.99   (f) ADJ UNCH    2 0
 PU0456
 PU0456.Superseded values are not recommended for survey control.
 PU0456
 PU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0456.See file dsdata.pdf to determine how the superseded data were derived.
 PU0456
 PU0456_MARKER: DB = BENCH MARK DISK
 PU0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0456_STAMPING: J 378 1962
 PU0456_MARK LOGO: CGS
 PU0456_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0456+STABILITY: SURFACE MOTION
 PU0456
 PU0456  HISTORY     - Date     Condition        Report By
 PU0456  HISTORY     - 1962     MONUMENTED       CGS
 PU0456
 PU0456                          STATION DESCRIPTION
 PU0456
 PU0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0456'4.8 MI NE FROM CREIGHTON.
 PU0456'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0456'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0456'GRAVELED ROAD, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0456'1.0 MILE EAST ALONG A GRAVELED ROAD, 57 FEET SOUTHEAST OF THE CENTER
 PU0456'OF THE JUNCTION OF THE GRAVELED ROAD AND A DIRT ROAD, 32 FEET
 PU0456'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 43 FEET EAST OF
 PU0456'THE CENTER LINE OF THE DIRT ROAD, 10 FEET EAST OF A CORNER FENCE
 PU0456'POST, 1.7 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A METAL WITNESS
 PU0456'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU0456'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0590 ***********************************************************************
 PU0590  DESIGNATION -  J 379
 PU0590  PID         -  PU0590
 PU0590  STATE/COUNTY-  SD/PENNINGTON
 PU0590  COUNTRY     -  US
 PU0590  USGS QUAD   -  HORSE TOOTH (2017)
 PU0590
 PU0590                         *CURRENT SURVEY CONTROL
 PU0590  ______________________________________________________________________
 PU0590* NAD 83(1986) POSITION- 44 08 29.     (N) 102 03 59.     (W)   SCALED
 PU0590* NAVD 88 ORTHO HEIGHT -   837.375 (meters)     2747.29  (feet) ADJUSTED
 PU0590  ______________________________________________________________________
 PU0590  GEOID HEIGHT    -        -19.628 (meters)                     GEOID18
 PU0590  DYNAMIC HEIGHT  -        837.134 (meters)     2746.50  (feet) COMP
 PU0590  MODELED GRAVITY -    980,302.3   (mgal)                       NAVD 88
 PU0590
 PU0590  VERT ORDER      -  SECOND    CLASS 0
 PU0590
 PU0590.The horizontal coordinates were scaled from a map and have
 PU0590.an estimated accuracy of +/- 6 seconds.
 PU0590
 PU0590.The orthometric height was determined by differential leveling and
 PU0590.adjusted by the NATIONAL GEODETIC SURVEY
 PU0590.in June 1991.
 PU0590
 PU0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0590.GEOID18 height accuracy estimate available here.
 PU0590
 PU0590.Click photographs - Photos may exist for this station.
 PU0590
 PU0590.The dynamic height is computed by dividing the NAVD 88
 PU0590.geopotential number by the normal gravity value computed on the
 PU0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0590.degrees latitude (g = 980.6199 gals.).
 PU0590
 PU0590.The modeled gravity was interpolated from observed gravity values.
 PU0590
 PU0590;                    North         East    Units  Estimated Accuracy
 PU0590;SPC SD S     -   202,310.      461,350.      MT  (+/- 180 meters Scaled)
 PU0590
 PU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ346917(NAD 83)
 PU0590
 PU0590                          SUPERSEDED SURVEY CONTROL
 PU0590
 PU0590  NGVD 29 (??/??/92)  836.922  (m)         2745.80   (f) ADJ UNCH    2 0
 PU0590
 PU0590.Superseded values are not recommended for survey control.
 PU0590
 PU0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0590.See file dsdata.pdf to determine how the superseded data were derived.
 PU0590
 PU0590_MARKER: DB = BENCH MARK DISK
 PU0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0590_STAMPING: J 379 1962
 PU0590_MARK LOGO: CGS
 PU0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0590+STABILITY: SURFACE MOTION
 PU0590
 PU0590  HISTORY     - Date     Condition        Report By
 PU0590  HISTORY     - 1962     MONUMENTED       CGS
 PU0590
 PU0590                          STATION DESCRIPTION
 PU0590
 PU0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0590'14 MI NE FROM QUINN.
 PU0590'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0590'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0590'2.25 MILES NORTH ALONG A GRAVELED ROAD, 0.2 MILE NORTH OF THE
 PU0590'RICKARD SCHOOLHOUSE, 42 FEET EAST OF THE CENTER LINE OF A CURVE
 PU0590'IN THE ROAD, ON THE CREST OF A HILL, 1.8 FEET WEST OF A FENCE,
 PU0590'2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 PU0590'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0590'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0530 ***********************************************************************
 PU0530  DESIGNATION -  J 380
 PU0530  PID         -  PU0530
 PU0530  STATE/COUNTY-  SD/PENNINGTON
 PU0530  COUNTRY     -  US
 PU0530  USGS QUAD   -  RAINY CREEK (2017)
 PU0530
 PU0530                         *CURRENT SURVEY CONTROL
 PU0530  ______________________________________________________________________
 PU0530* NAD 83(1986) POSITION- 44 10 57.     (N) 102 14 53.     (W)   SCALED
 PU0530* NAVD 88 ORTHO HEIGHT -   885.091 (meters)     2903.84  (feet) ADJUSTED
 PU0530  ______________________________________________________________________
 PU0530  GEOID HEIGHT    -        -19.096 (meters)                     GEOID18
 PU0530  DYNAMIC HEIGHT  -        884.830 (meters)     2902.98  (feet) COMP
 PU0530  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 PU0530
 PU0530  VERT ORDER      -  SECOND    CLASS 0
 PU0530
 PU0530.The horizontal coordinates were scaled from a map and have
 PU0530.an estimated accuracy of +/- 6 seconds.
 PU0530
 PU0530.The orthometric height was determined by differential leveling and
 PU0530.adjusted by the NATIONAL GEODETIC SURVEY
 PU0530.in June 1991.
 PU0530
 PU0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0530.GEOID18 height accuracy estimate available here.
 PU0530
 PU0530.Click photographs - Photos may exist for this station.
 PU0530
 PU0530.The dynamic height is computed by dividing the NAVD 88
 PU0530.geopotential number by the normal gravity value computed on the
 PU0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0530.degrees latitude (g = 980.6199 gals.).
 PU0530
 PU0530.The modeled gravity was interpolated from observed gravity values.
 PU0530
 PU0530;                    North         East    Units  Estimated Accuracy
 PU0530;SPC SD S     -   207,200.      446,920.      MT  (+/- 180 meters Scaled)
 PU0530
 PU0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ199958(NAD 83)
 PU0530
 PU0530                          SUPERSEDED SURVEY CONTROL
 PU0530
 PU0530  NGVD 29 (??/??/92)  884.629  (m)         2902.32   (f) ADJ UNCH    2 0
 PU0530
 PU0530.Superseded values are not recommended for survey control.
 PU0530
 PU0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0530.See file dsdata.pdf to determine how the superseded data were derived.
 PU0530
 PU0530_MARKER: DB = BENCH MARK DISK
 PU0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0530_STAMPING: J 380 1962
 PU0530_MARK LOGO: CGS
 PU0530_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0530+STABILITY: SURFACE MOTION
 PU0530
 PU0530  HISTORY     - Date     Condition        Report By
 PU0530  HISTORY     - 1962     MONUMENTED       CGS
 PU0530
 PU0530                          STATION DESCRIPTION
 PU0530
 PU0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0530'7.3 MI SW FROM CREIGHTON.
 PU0530'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0530'POST OFFICE AND SERVICE STATION, THENCE 2.0 MILES WEST ALONG
 PU0530'A GRAVELED ROAD, IN SECTION 36, T 3 N, R 15 E, 0.1 MILE
 PU0530'WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM SEVERAL FARM BUILDINGS,
 PU0530'87 FEET SOUTH OF AND ACROSS THE ROAD FROM A POWER POLE, 54 FEET
 PU0530'SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET WEST OF THE CENTER
 PU0530'LINE OF A DIRT ROAD LEADING SOUTH, 15 FEET SOUTH OF A CORNER
 PU0530'FENCE POST, 1 FOOT EAST OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL
 PU0530'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0530'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0334 ***********************************************************************
 PU0334  DESIGNATION -  J 381
 PU0334  PID         -  PU0334
 PU0334  STATE/COUNTY-  SD/PENNINGTON
 PU0334  COUNTRY     -  US
 PU0334  USGS QUAD   -  WASTA (2017)
 PU0334
 PU0334                         *CURRENT SURVEY CONTROL
 PU0334  ______________________________________________________________________
 PU0334* NAD 83(1986) POSITION- 44 03 44.     (N) 102 22 56.     (W)   SCALED
 PU0334* NAVD 88 ORTHO HEIGHT -   754.073 (meters)     2473.99  (feet) ADJUSTED
 PU0334  ______________________________________________________________________
 PU0334  GEOID HEIGHT    -        -18.642 (meters)                     GEOID18
 PU0334  DYNAMIC HEIGHT  -        753.868 (meters)     2473.32  (feet) COMP
 PU0334  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU0334
 PU0334  VERT ORDER      -  SECOND    CLASS 0
 PU0334
 PU0334.The horizontal coordinates were scaled from a map and have
 PU0334.an estimated accuracy of +/- 6 seconds.
 PU0334
 PU0334.The orthometric height was determined by differential leveling and
 PU0334.adjusted by the NATIONAL GEODETIC SURVEY
 PU0334.in June 1991.
 PU0334
 PU0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0334.GEOID18 height accuracy estimate available here.
 PU0334
 PU0334.Click photographs - Photos may exist for this station.
 PU0334
 PU0334.The dynamic height is computed by dividing the NAVD 88
 PU0334.geopotential number by the normal gravity value computed on the
 PU0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0334.degrees latitude (g = 980.6199 gals.).
 PU0334
 PU0334.The modeled gravity was interpolated from observed gravity values.
 PU0334
 PU0334;                    North         East    Units  Estimated Accuracy
 PU0334;SPC SD S     -   194,090.      435,870.      MT  (+/- 180 meters Scaled)
 PU0334
 PU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ096821(NAD 83)
 PU0334
 PU0334                          SUPERSEDED SURVEY CONTROL
 PU0334
 PU0334  NGVD 29 (??/??/92)  753.640  (m)         2472.57   (f) ADJ UNCH    2 0
 PU0334
 PU0334.Superseded values are not recommended for survey control.
 PU0334
 PU0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0334.See file dsdata.pdf to determine how the superseded data were derived.
 PU0334
 PU0334_MARKER: DB = BENCH MARK DISK
 PU0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0334_STAMPING: J 381 1962
 PU0334_MARK LOGO: CGS
 PU0334_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0334+STABILITY: SURFACE MOTION
 PU0334
 PU0334  HISTORY     - Date     Condition        Report By
 PU0334  HISTORY     - 1962     MONUMENTED       CGS
 PU0334
 PU0334                          STATION DESCRIPTION
 PU0334
 PU0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0334'4.4 MI SE FROM WASTA.
 PU0334'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0334'FROM THE STATION AT WASTA, THENCE 1.1 MILES SOUTHEAST ALONG A
 PU0334'GRAVELED ROAD, IN SECTION 12, T 1 N, R 14 E, 46 FEET SOUTHWEST
 PU0334'OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A METAL
 PU0334'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU0334'SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0477 ***********************************************************************
 OS0477  DESIGNATION -  J 382
 OS0477  PID         -  OS0477
 OS0477  STATE/COUNTY-  SD/JACKSON
 OS0477  COUNTRY     -  US
 OS0477  USGS QUAD   -  INTERIOR (2017)
 OS0477
 OS0477                         *CURRENT SURVEY CONTROL
 OS0477  ______________________________________________________________________
 OS0477* NAD 83(1986) POSITION- 43 44 40.7    (N) 101 57 06.5    (W)   HD_HELD2
 OS0477* NAVD 88 ORTHO HEIGHT -   731.953 (meters)     2401.42  (feet) ADJUSTED
 OS0477  ______________________________________________________________________
 OS0477  GEOID HEIGHT    -        -19.992 (meters)                     GEOID18
 OS0477  DYNAMIC HEIGHT  -        731.718 (meters)     2400.64  (feet) COMP
 OS0477  MODELED GRAVITY -    980,274.5   (mgal)                       NAVD 88
 OS0477
 OS0477  VERT ORDER      -  FIRST     CLASS II
 OS0477
 OS0477.The horizontal coordinates were established by autonomous hand held GPS
 OS0477.observations and have an estimated accuracy of +/- 10 meters.
 OS0477
 OS0477.The orthometric height was determined by differential leveling and
 OS0477.adjusted by the NATIONAL GEODETIC SURVEY
 OS0477.in June 1991.
 OS0477
 OS0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0477.GEOID18 height accuracy estimate available here.
 OS0477
 OS0477.Click photographs - Photos may exist for this station.
 OS0477
 OS0477.The dynamic height is computed by dividing the NAVD 88
 OS0477.geopotential number by the normal gravity value computed on the
 OS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0477.degrees latitude (g = 980.6199 gals.).
 OS0477
 OS0477.The modeled gravity was interpolated from observed gravity values.
 OS0477
 OS0477;                    North         East    Units  Estimated Accuracy
 OS0477;SPC SD S     -   158,054.      469,653.      MT  (+/- 10 meters HH2 GPS)
 OS0477
 OS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6232447746(NAD 83)
 OS0477
 OS0477                          SUPERSEDED SURVEY CONTROL
 OS0477
 OS0477  NGVD 29 (??/??/92)  731.505  (m)         2399.95   (f) ADJ UNCH    1 2
 OS0477
 OS0477.Superseded values are not recommended for survey control.
 OS0477
 OS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0477.See file dsdata.pdf to determine how the superseded data were derived.
 OS0477
 OS0477_MARKER: DB = BENCH MARK DISK
 OS0477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0477_SP_SET: BOX CULVERT
 OS0477_STAMPING: J 382 1962
 OS0477_MARK LOGO: CGS
 OS0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0477+STABILITY: SURFACE MOTION
 OS0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0477+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2025
 OS0477
 OS0477  HISTORY     - Date     Condition        Report By
 OS0477  HISTORY     - 1962     MONUMENTED       CGS
 OS0477  HISTORY     - 1973     GOOD             NPS
 OS0477  HISTORY     - 1985     GOOD             NGS
 OS0477  HISTORY     - 20130116 GOOD             INDIV
 OS0477  HISTORY     - 20160913 GOOD             USPSQD
 OS0477  HISTORY     - 20250603 GOOD             INDIV
 OS0477
 OS0477                          STATION DESCRIPTION
 OS0477
 OS0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0477'2.2 MI NE FROM INTERIOR.
 OS0477'ABOUT 0.25 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0477'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 1.95
 OS0477'MILES NORTHEAST ALONG STATE HIGHWAY 40, 0.6 MILE SOUTHWEST OF
 OS0477'THE CEDAR PASS RANGER STATION, 0.3 MILE SOUTHWEST OF THE
 OS0477'JUNCTION WITH U.S. HIGHWAY 16 A, 23 FEET SOUTHEAST OF THE CENTER
 OS0477'LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE HIGHWAY, SET IN THE
 OS0477'TOP AND CENTER OF THE SOUTHEAST CONCRETE HEADWALL OF A DOUBLE
 OS0477'CHANNEL CULVERT.
 OS0477
 OS0477                          STATION RECOVERY (1973)
 OS0477
 OS0477'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 OS0477'RECOVERED IN GOOD CONDITION.
 OS0477
 OS0477                          STATION RECOVERY (1985)
 OS0477
 OS0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0477'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.05 KM (1.9
 OS0477'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0477'HIGHWAY 44 IN INTERIOR, IN THE TOP CENTER OF THE SOUTHEAST HEADWALL
 OS0477'FOR A DOUBLE BOX CULVERT, 0.65 KM (0.4 MI) NORTHEAST OF THE BADLANDS
 OS0477'NATIONAL PARK BOUNDARY, 0.45 KM (0.3 MI) SOUTHWEST OF THE T JUNCTION
 OS0477'OF STATE HIGHWAY 240 AND 7.0 METERS (23 FT) SOUTHEAST OF THE HIGHWAY
 OS0477'CENTERLINE.
 OS0477'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OS0477
 OS0477                          STATION RECOVERY (2013)
 OS0477
 OS0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0477'RECOVERED IN GOOD CONDITION.
 OS0477
 OS0477                          STATION RECOVERY (2016)
 OS0477
 OS0477'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OS0477'RECOVERED IN GOOD CONDITION.
 OS0477
 OS0477                          STATION RECOVERY (2025)
 OS0477
 OS0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (RH)
 OS0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0727 ***********************************************************************
 PT0727  DESIGNATION -  J 383
 PT0727  PID         -  PT0727
 PT0727  STATE/COUNTY-  SD/HAAKON
 PT0727  COUNTRY     -  US
 PT0727  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0727
 PT0727                         *CURRENT SURVEY CONTROL
 PT0727  ______________________________________________________________________
 PT0727* NAD 83(1986) POSITION- 44 10 58.     (N) 101 46 13.     (W)   SCALED
 PT0727* NAVD 88 ORTHO HEIGHT -   765.431 (meters)     2511.25  (feet) ADJUSTED
 PT0727  ______________________________________________________________________
 PT0727  GEOID HEIGHT    -        -20.655 (meters)                     GEOID18
 PT0727  DYNAMIC HEIGHT  -        765.212 (meters)     2510.53  (feet) COMP
 PT0727  MODELED GRAVITY -    980,307.3   (mgal)                       NAVD 88
 PT0727
 PT0727  VERT ORDER      -  SECOND    CLASS 0
 PT0727
 PT0727.The horizontal coordinates were scaled from a map and have
 PT0727.an estimated accuracy of +/- 6 seconds.
 PT0727
 PT0727.The orthometric height was determined by differential leveling and
 PT0727.adjusted by the NATIONAL GEODETIC SURVEY
 PT0727.in June 1991.
 PT0727
 PT0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0727.GEOID18 height accuracy estimate available here.
 PT0727
 PT0727.Click photographs - Photos may exist for this station.
 PT0727
 PT0727.The dynamic height is computed by dividing the NAVD 88
 PT0727.geopotential number by the normal gravity value computed on the
 PT0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0727.degrees latitude (g = 980.6199 gals.).
 PT0727
 PT0727.The modeled gravity was interpolated from observed gravity values.
 PT0727
 PT0727;                    North         East    Units  Estimated Accuracy
 PT0727;SPC SD S     -   206,460.      485,110.      MT  (+/- 180 meters Scaled)
 PT0727
 PT0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP785959(NAD 83)
 PT0727
 PT0727                          SUPERSEDED SURVEY CONTROL
 PT0727
 PT0727  NGVD 29 (??/??/92)  764.970  (m)         2509.74   (f) ADJ UNCH    2 0
 PT0727
 PT0727.Superseded values are not recommended for survey control.
 PT0727
 PT0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0727.See file dsdata.pdf to determine how the superseded data were derived.
 PT0727
 PT0727_MARKER: DB = BENCH MARK DISK
 PT0727_SETTING: 66 = SET IN ROCK OUTCROP
 PT0727_STAMPING: J 383 1962
 PT0727_MARK LOGO: CGS
 PT0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0727+STABILITY: POSITION/ELEVATION WELL
 PT0727
 PT0727  HISTORY     - Date     Condition        Report By
 PT0727  HISTORY     - 1962     MONUMENTED       CGS
 PT0727
 PT0727                          STATION DESCRIPTION
 PT0727
 PT0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0727'15.1 MI NW FROM PHILIP.
 PT0727'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0727'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.1 MILES
 PT0727'WEST ALONG A GRAVELED ROAD, OR 0.5 MILE EAST ALONG A GRAVELED
 PT0727'ROAD FROM THE CHURCH AND CEMETERY AT HILLAND, THENCE 1.55 MILES
 PT0727'SOUTH ALONG A GRAVELED ROAD, THENCE 5.45 MILES SOUTH ALONG A
 PT0727'GRADED DIRT ROAD, THENCE 3.9 MILES EAST ALONG A GRAVELED ROAD,
 PT0727'IN SECTION 36, T 3 N, R 19 E, 54 FEET SOUTH OF THE CENTER LINE
 PT0727'OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 2 FEET SOUTH OF
 PT0727'A FENCE, 33 FEET EAST OF A TELEPHONE POLE, 3.2 FEET SOUTHWEST
 PT0727'OF A METAL WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 PT0727'THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0764 ***********************************************************************
 PT0764  DESIGNATION -  J 384
 PT0764  PID         -  PT0764
 PT0764  STATE/COUNTY-  SD/HAAKON
 PT0764  COUNTRY     -  US
 PT0764  USGS QUAD   -  PHILIP (2017)
 PT0764
 PT0764                         *CURRENT SURVEY CONTROL
 PT0764  ______________________________________________________________________
 PT0764* NAD 83(1986) POSITION- 44 02 20.     (N) 101 40 58.     (W)   SCALED
 PT0764* NAVD 88 ORTHO HEIGHT -   663.646 (meters)     2177.31  (feet) ADJUSTED
 PT0764  ______________________________________________________________________
 PT0764  GEOID HEIGHT    -        -21.033 (meters)                     GEOID18
 PT0764  DYNAMIC HEIGHT  -        663.456 (meters)     2176.69  (feet) COMP
 PT0764  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 PT0764
 PT0764  VERT ORDER      -  SECOND    CLASS 0
 PT0764
 PT0764.The horizontal coordinates were scaled from a map and have
 PT0764.an estimated accuracy of +/- 6 seconds.
 PT0764
 PT0764.The orthometric height was determined by differential leveling and
 PT0764.adjusted by the NATIONAL GEODETIC SURVEY
 PT0764.in June 1991.
 PT0764
 PT0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0764.GEOID18 height accuracy estimate available here.
 PT0764
 PT0764.Click photographs - Photos may exist for this station.
 PT0764
 PT0764.The dynamic height is computed by dividing the NAVD 88
 PT0764.geopotential number by the normal gravity value computed on the
 PT0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0764.degrees latitude (g = 980.6199 gals.).
 PT0764
 PT0764.The modeled gravity was interpolated from observed gravity values.
 PT0764
 PT0764;                    North         East    Units  Estimated Accuracy
 PT0764;SPC SD S     -   190,350.      491,850.      MT  (+/- 180 meters Scaled)
 PT0764
 PT0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP850796(NAD 83)
 PT0764
 PT0764                          SUPERSEDED SURVEY CONTROL
 PT0764
 PT0764  NGVD 29 (??/??/92)  663.199  (m)         2175.85   (f) ADJ UNCH    2 0
 PT0764
 PT0764.Superseded values are not recommended for survey control.
 PT0764
 PT0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0764.See file dsdata.pdf to determine how the superseded data were derived.
 PT0764
 PT0764_MARKER: DB = BENCH MARK DISK
 PT0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0764_SP_SET: BRIDGE
 PT0764_STAMPING: J 384 1962
 PT0764_MARK LOGO: CGS
 PT0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0764
 PT0764  HISTORY     - Date     Condition        Report By
 PT0764  HISTORY     - 1962     MONUMENTED       CGS
 PT0764
 PT0764                          STATION DESCRIPTION
 PT0764
 PT0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0764'1 MI W FROM PHILIP.
 PT0764'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0764'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0764'WEST ALONG WEST PINE STREET TO U.S. HIGHWAY 14, IN SECTION
 PT0764'23, T 1 N, R 20 E, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PT0764'HIGHWAY, 200 FEET SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 14
 PT0764'AND WEST PINE STREET, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 PT0764'HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 PT0764'ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0141 ***********************************************************************
 OT0141  DESIGNATION -  J 385
 OT0141  PID         -  OT0141
 OT0141  STATE/COUNTY-  SD/PENNINGTON
 OT0141  COUNTRY     -  US
 OT0141  USGS QUAD   -  WALL SW (2017)
 OT0141
 OT0141                         *CURRENT SURVEY CONTROL
 OT0141  ______________________________________________________________________
 OT0141* NAD 83(1986) POSITION- 43 50 06.     (N) 102 09 31.     (W)   SCALED
 OT0141* NAVD 88 ORTHO HEIGHT -   839.776 (meters)     2755.17  (feet) ADJUSTED
 OT0141  ______________________________________________________________________
 OT0141  GEOID HEIGHT    -        -19.305 (meters)                     GEOID18
 OT0141  DYNAMIC HEIGHT  -        839.506 (meters)     2754.28  (feet) COMP
 OT0141  MODELED GRAVITY -    980,268.1   (mgal)                       NAVD 88
 OT0141
 OT0141  VERT ORDER      -  SECOND    CLASS 0
 OT0141
 OT0141.The horizontal coordinates were scaled from a map and have
 OT0141.an estimated accuracy of +/- 6 seconds.
 OT0141
 OT0141.The orthometric height was determined by differential leveling and
 OT0141.adjusted by the NATIONAL GEODETIC SURVEY
 OT0141.in June 1991.
 OT0141
 OT0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0141.GEOID18 height accuracy estimate available here.
 OT0141
 OT0141.Click photographs - Photos may exist for this station.
 OT0141
 OT0141.The dynamic height is computed by dividing the NAVD 88
 OT0141.geopotential number by the normal gravity value computed on the
 OT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0141.degrees latitude (g = 980.6199 gals.).
 OT0141
 OT0141.The modeled gravity was interpolated from observed gravity values.
 OT0141
 OT0141;                    North         East    Units  Estimated Accuracy
 OT0141;SPC SD S     -   168,440.      453,220.      MT  (+/- 180 meters Scaled)
 OT0141
 OT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ284574(NAD 83)
 OT0141
 OT0141                          SUPERSEDED SURVEY CONTROL
 OT0141
 OT0141  NGVD 29 (??/??/92)  839.308  (m)         2753.63   (f) ADJ UNCH    2 0
 OT0141
 OT0141.Superseded values are not recommended for survey control.
 OT0141
 OT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0141.See file dsdata.pdf to determine how the superseded data were derived.
 OT0141
 OT0141_MARKER: DB = BENCH MARK DISK
 OT0141_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0141+WITH SETTING: INFORMATION.
 OT0141_STAMPING: J 385 1962
 OT0141_MARK LOGO: CGS
 OT0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0141
 OT0141  HISTORY     - Date     Condition        Report By
 OT0141  HISTORY     - 1962     MONUMENTED       CGS
 OT0141
 OT0141                          STATION DESCRIPTION
 OT0141
 OT0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0141'12.6 MI S FROM QUINN.
 OT0141'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0141'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0141'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0141'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0141'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 6.8 MILES
 OT0141'SOUTH ALONG A BLADED DIRT ROAD, ON THE CREST OF A SMALL RIDGE
 OT0141'IN SECTION 35, T 2 S, R 16 E, 31 FEET WEST OF THE CENTER LINE
 OT0141'OF THE ROAD, 1 FOOT EAST OF A FENCE, 1.6 FEET NORTH OF A METAL
 OT0141'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON
 OT0141'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF
 OT0141'8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0580 ***********************************************************************
 OS0580  DESIGNATION -  J 386
 OS0580  PID         -  OS0580
 OS0580  STATE/COUNTY-  SD/JACKSON
 OS0580  COUNTRY     -  US
 OS0580  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0580
 OS0580                         *CURRENT SURVEY CONTROL
 OS0580  ______________________________________________________________________
 OS0580* NAD 83(1986) POSITION- 43 58 05.     (N) 101 51 38.     (W)   SCALED
 OS0580* NAVD 88 ORTHO HEIGHT -   731.244 (meters)     2399.09  (feet) ADJUSTED
 OS0580  ______________________________________________________________________
 OS0580  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 OS0580  DYNAMIC HEIGHT  -        731.020 (meters)     2398.35  (feet) COMP
 OS0580  MODELED GRAVITY -    980,288.4   (mgal)                       NAVD 88
 OS0580
 OS0580  VERT ORDER      -  SECOND    CLASS 0
 OS0580
 OS0580.The horizontal coordinates were scaled from a map and have
 OS0580.an estimated accuracy of +/- 6 seconds.
 OS0580
 OS0580.The orthometric height was determined by differential leveling and
 OS0580.adjusted by the NATIONAL GEODETIC SURVEY
 OS0580.in June 1991.
 OS0580
 OS0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0580.GEOID18 height accuracy estimate available here.
 OS0580
 OS0580.Click photographs - Photos may exist for this station.
 OS0580
 OS0580.The dynamic height is computed by dividing the NAVD 88
 OS0580.geopotential number by the normal gravity value computed on the
 OS0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0580.degrees latitude (g = 980.6199 gals.).
 OS0580
 OS0580.The modeled gravity was interpolated from observed gravity values.
 OS0580
 OS0580;                    North         East    Units  Estimated Accuracy
 OS0580;SPC SD S     -   182,730.      477,460.      MT  (+/- 180 meters Scaled)
 OS0580
 OS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP705723(NAD 83)
 OS0580
 OS0580                          SUPERSEDED SURVEY CONTROL
 OS0580
 OS0580  NGVD 29 (??/??/92)  730.789  (m)         2397.60   (f) ADJ UNCH    2 0
 OS0580
 OS0580.Superseded values are not recommended for survey control.
 OS0580
 OS0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0580.See file dsdata.pdf to determine how the superseded data were derived.
 OS0580
 OS0580_MARKER: DB = BENCH MARK DISK
 OS0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0580_STAMPING: J 386 1962
 OS0580_MARK LOGO: CGS
 OS0580_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0580
 OS0580  HISTORY     - Date     Condition        Report By
 OS0580  HISTORY     - 1962     MONUMENTED       CGS
 OS0580
 OS0580                          STATION DESCRIPTION
 OS0580
 OS0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0580'2.5 MI NE FROM COTTONWOOD.
 OS0580'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0580'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14
 OS0580'AT JUNCTION OF TRAIL ROAD NORTH AND A DIRT ROAD SOUTH IN SECTION
 OS0580'8, T 1 S, R 19 E, 98 FEET NORTHWEST OF THE CENTER LINE OF THE
 OS0580'HIGHWAY, 46 FEET WEST OF THE CENTER LINE OF THE TRAIL ROAD,
 OS0580'44 FEET NORTHWEST OF THE WEST END OF A CONCRETE TUBULAR CULVERT,
 OS0580'1/2 FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 OS0580'AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD WHICH IS DRIVEN
 OS0580'TO REFUSAL AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0601 ***********************************************************************
 PT0601  DESIGNATION -  J 387
 PT0601  PID         -  PT0601
 PT0601  STATE/COUNTY-  SD/HAAKON
 PT0601  COUNTRY     -  US
 PT0601  USGS QUAD   -  PHILIP SE (2017)
 PT0601
 PT0601                         *CURRENT SURVEY CONTROL
 PT0601  ______________________________________________________________________
 PT0601* NAD 83(1986) POSITION- 44 03 10.     (N) 101 35 33.     (W)   SCALED
 PT0601* NAVD 88 ORTHO HEIGHT -   670.628 (meters)     2200.22  (feet) ADJUSTED
 PT0601  ______________________________________________________________________
 PT0601  GEOID HEIGHT    -        -21.366 (meters)                     GEOID18
 PT0601  DYNAMIC HEIGHT  -        670.431 (meters)     2199.57  (feet) COMP
 PT0601  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 PT0601
 PT0601  VERT ORDER      -  SECOND    CLASS 0
 PT0601
 PT0601.The horizontal coordinates were scaled from a map and have
 PT0601.an estimated accuracy of +/- 6 seconds.
 PT0601
 PT0601.The orthometric height was determined by differential leveling and
 PT0601.adjusted by the NATIONAL GEODETIC SURVEY
 PT0601.in June 1991.
 PT0601
 PT0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0601.GEOID18 height accuracy estimate available here.
 PT0601
 PT0601.Click photographs - Photos may exist for this station.
 PT0601
 PT0601.The dynamic height is computed by dividing the NAVD 88
 PT0601.geopotential number by the normal gravity value computed on the
 PT0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0601.degrees latitude (g = 980.6199 gals.).
 PT0601
 PT0601.The modeled gravity was interpolated from observed gravity values.
 PT0601
 PT0601;                    North         East    Units  Estimated Accuracy
 PT0601;SPC SD S     -   191,780.      499,110.      MT  (+/- 180 meters Scaled)
 PT0601
 PT0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP923810(NAD 83)
 PT0601
 PT0601                          SUPERSEDED SURVEY CONTROL
 PT0601
 PT0601  NGVD 29 (??/??/92)  670.175  (m)         2198.73   (f) ADJ UNCH    2 0
 PT0601
 PT0601.Superseded values are not recommended for survey control.
 PT0601
 PT0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0601.See file dsdata.pdf to determine how the superseded data were derived.
 PT0601
 PT0601_MARKER: DB = BENCH MARK DISK
 PT0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0601_STAMPING: J 387 1962
 PT0601_MARK LOGO: CGS
 PT0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0601+STABILITY: SURFACE MOTION
 PT0601
 PT0601  HISTORY     - Date     Condition        Report By
 PT0601  HISTORY     - 1962     MONUMENTED       CGS
 PT0601
 PT0601                          STATION DESCRIPTION
 PT0601
 PT0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0601'4.4 MI NE FROM PHILIP.
 PT0601'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0601'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG
 PT0601'A PRIVATE GRAVELED ROAD, THENCE .35 MILE EAST ALONG OLD U.S.
 PT0601'HIGHWAY 14, IN SECTION 9, T 1 N, R 21 E, 35 FEET NORTH OF THE
 PT0601'CENTER LINE OF THE OLD HIGHWAY, 2.4 FEET NORTH OF A FENCE, ABOUT
 PT0601'LEVEL WITH THE OLD HIGHWAY, AND SET IN THE TOP OF THE BASE OF AN
 PT0601'18-INCH CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0172 ***********************************************************************
 OT0172  DESIGNATION -  J 388
 OT0172  PID         -  OT0172
 OT0172  STATE/COUNTY-  SD/PENNINGTON
 OT0172  COUNTRY     -  US
 OT0172  USGS QUAD   -  WALL SE (2017)
 OT0172
 OT0172                         *CURRENT SURVEY CONTROL
 OT0172  ______________________________________________________________________
 OT0172* NAD 83(1986) POSITION- 43 52 28.     (N) 102 03 35.     (W)   SCALED
 OT0172* NAVD 88 ORTHO HEIGHT -   784.284 (meters)     2573.11  (feet) ADJUSTED
 OT0172  ______________________________________________________________________
 OT0172  GEOID HEIGHT    -        -19.623 (meters)                     GEOID18
 OT0172  DYNAMIC HEIGHT  -        784.041 (meters)     2572.31  (feet) COMP
 OT0172  MODELED GRAVITY -    980,282.6   (mgal)                       NAVD 88
 OT0172
 OT0172  VERT ORDER      -  SECOND    CLASS 0
 OT0172
 OT0172.The horizontal coordinates were scaled from a map and have
 OT0172.an estimated accuracy of +/- 6 seconds.
 OT0172
 OT0172.The orthometric height was determined by differential leveling and
 OT0172.adjusted by the NATIONAL GEODETIC SURVEY
 OT0172.in June 1991.
 OT0172
 OT0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0172.GEOID18 height accuracy estimate available here.
 OT0172
 OT0172.Click photographs - Photos may exist for this station.
 OT0172
 OT0172.The dynamic height is computed by dividing the NAVD 88
 OT0172.geopotential number by the normal gravity value computed on the
 OT0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0172.degrees latitude (g = 980.6199 gals.).
 OT0172
 OT0172.The modeled gravity was interpolated from observed gravity values.
 OT0172
 OT0172;                    North         East    Units  Estimated Accuracy
 OT0172;SPC SD S     -   172,650.      461,260.      MT  (+/- 180 meters Scaled)
 OT0172
 OT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362621(NAD 83)
 OT0172
 OT0172                          SUPERSEDED SURVEY CONTROL
 OT0172
 OT0172  NGVD 29 (??/??/92)  783.833  (m)         2571.63   (f) ADJ UNCH    2 0
 OT0172
 OT0172.Superseded values are not recommended for survey control.
 OT0172
 OT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0172.See file dsdata.pdf to determine how the superseded data were derived.
 OT0172
 OT0172_MARKER: DB = BENCH MARK DISK
 OT0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0172_STAMPING: J 388 1962
 OT0172_MARK LOGO: CGS
 OT0172_PROJECTION: FLUSH
 OT0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0172+STABILITY: SURFACE MOTION
 OT0172
 OT0172  HISTORY     - Date     Condition        Report By
 OT0172  HISTORY     - 1962     MONUMENTED       CGS
 OT0172
 OT0172                          STATION DESCRIPTION
 OT0172
 OT0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0172'10.8 MI SE FROM QUINN.
 OT0172'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0172'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 7.2
 OT0172'MILES SOUTH ALONG A GRAVELED ROAD, 2.4 MILES SOUTH OF INTERSTATE
 OT0172'HIGHWAY 90, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2
 OT0172'FEET WEST OF A FENCE, 1 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 OT0172'FLUSH WITH THE GROUND, AND SET IN THE BASE OF A CONCRETE CYLINDER
 OT0172'18 INCHES IN DIAMETER WHICH PROJECTS 4 FEET, DRILLED IN THE
 OT0172'NORTHEAST SIDE OF THE BASE, FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0535 ***********************************************************************
 OS0535  DESIGNATION -  J 389 RESET
 OS0535  PID         -  OS0535
 OS0535  STATE/COUNTY-  SD/JACKSON
 OS0535  COUNTRY     -  US
 OS0535  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0535
 OS0535                         *CURRENT SURVEY CONTROL
 OS0535  ______________________________________________________________________
 OS0535* NAD 83(1986) POSITION- 43 50 08.     (N) 101 49 16.     (W)   SCALED
 OS0535* NAVD 88 ORTHO HEIGHT -   799.193 (meters)     2622.02  (feet) ADJUSTED
 OS0535  ______________________________________________________________________
 OS0535  GEOID HEIGHT    -        -20.448 (meters)                     GEOID18
 OS0535  DYNAMIC HEIGHT  -        798.943 (meters)     2621.20  (feet) COMP
 OS0535  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 OS0535
 OS0535  VERT ORDER      -  FIRST     CLASS II
 OS0535
 OS0535.The horizontal coordinates were scaled from a map and have
 OS0535.an estimated accuracy of +/- 6 seconds.
 OS0535
 OS0535.The orthometric height was determined by differential leveling and
 OS0535.adjusted by the NATIONAL GEODETIC SURVEY
 OS0535.in June 1991.
 OS0535
 OS0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0535.GEOID18 height accuracy estimate available here.
 OS0535
 OS0535.Click photographs - Photos may exist for this station.
 OS0535
 OS0535.The dynamic height is computed by dividing the NAVD 88
 OS0535.geopotential number by the normal gravity value computed on the
 OS0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0535.degrees latitude (g = 980.6199 gals.).
 OS0535
 OS0535.The modeled gravity was interpolated from observed gravity values.
 OS0535
 OS0535;                    North         East    Units  Estimated Accuracy
 OS0535;SPC SD S     -   167,960.      480,360.      MT  (+/- 180 meters Scaled)
 OS0535
 OS0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP731574(NAD 83)
 OS0535
 OS0535                          SUPERSEDED SURVEY CONTROL
 OS0535
 OS0535.No superseded survey control is available for this station.
 OS0535
 OS0535_MARKER: DB = BENCH MARK DISK
 OS0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0535_STAMPING: J 389 RESET 1966
 OS0535_MARK LOGO: CGS
 OS0535_PROJECTION: FLUSH
 OS0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0535+STABILITY: SURFACE MOTION
 OS0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0535+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0535
 OS0535  HISTORY     - Date     Condition        Report By
 OS0535  HISTORY     - 1966     MONUMENTED       CGS
 OS0535  HISTORY     - 1985     GOOD             NGS
 OS0535  HISTORY     - 19910713 GOOD             NGS
 OS0535  HISTORY     - 20130116 GOOD             INDIV
 OS0535
 OS0535                          STATION DESCRIPTION
 OS0535
 OS0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0535'16.2 MI W FROM KADOKA.
 OS0535'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0535'FROM KADOKA TO THE JUNCTION WITH STATE HIGHWAY 73, THENCE WEST
 OS0535'ALONG INTERSTATE 90 FOR 8.05 MILES TO THE MARK ON THE LEFT, ON
 OS0535'THE SOUTH RIGHT OF WAY OF THE INTERSTATE, 38 FEET EAST OF A
 OS0535'FENCE CORNER, 12 FEET EAST OF THE CENTER OF A GATE, 1.5 FEET
 OS0535'WEST OF A METAL WITNESS POST.  1 FOOT NORTH OF RIGHT OF WAY
 OS0535'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OS0535'3 INCHES.
 OS0535
 OS0535                          STATION RECOVERY (1985)
 OS0535
 OS0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0535'THE MARK IS 0.6 M ABOVE THE ROAD.
 OS0535'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.85 KM (14.9
 OS0535'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0535'KADOKA, ON TOP OF A SUMMIT IN THE SOUTH FRONTAGE ROAD, 0.55 KM (0.35
 OS0535'MI) EAST OF MILEPOST 135, 81.1 METERS (266 FT) SOUTH OF THE EAST BOUND
 OS0535'HIGHWAY CENTERLINE, 34.6 METERS (113.5 FT) SOUTH OF THE CENTER OF THE
 OS0535'FRONTAGE ROAD, 11.6 METERS (38 FT) EAST OF A FENCE T JUNCTION, 2.7
 OS0535'METERS (7 FT) WEST OF A TELEPHONE POLE, 1.2 METERS (4 FT) EAST OF THE
 OS0535'EAST END OF A WIRE GATE AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY
 OS0535'FENCE.
 OS0535'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OS0535
 OS0535                          STATION RECOVERY (1991)
 OS0535
 OS0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0535'23.8 KM (14.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0535'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.55 KM (0.35 MI)
 OS0535'EAST OF MILEPOST 135, 81.1 M (266.1 FT) SOUTH OF THE CENTERLINE OF
 OS0535'THE EASTBOUND LANES OF THE HIGHWAY, 34.6 M (113.5 FT) SOUTH OF THE
 OS0535'CENTERLINE OF A FRONTAGE ROAD, 4.2 M (13.8 FT) EAST OF THE CENTER OF
 OS0535'A FIELD ENTRANCE, 2.0 M (6.6 FT) WEST OF A UTILITY POLE, 2.0 M (6.6
 OS0535'FT) ABOVE THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) WEST OF A WITNESS
 OS0535'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0535
 OS0535                          STATION RECOVERY (2013)
 OS0535
 OS0535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE8707 ***********************************************************************
 AE8707  DESIGNATION -  J 389 RESET
 AE8707  PID         -  AE8707
 AE8707  STATE/COUNTY-  SD/PENNINGTON
 AE8707  COUNTRY     -  US
 AE8707  USGS QUAD   -  CONATA NE (2017)
 AE8707
 AE8707                         *CURRENT SURVEY CONTROL
 AE8707  ______________________________________________________________________
 AE8707* NAD 83(1986) POSITION- 43 43 55.     (N) 102 03 45.     (W)   SCALED
 AE8707* NAVD 88 ORTHO HEIGHT -   736.66  (meters)     2416.9   (feet) RESET
 AE8707  ______________________________________________________________________
 AE8707  GEOID HEIGHT    -        -19.649 (meters)                     GEOID18
 AE8707  VERT ORDER      -  THIRD
 AE8707
 AE8707.The horizontal coordinates were scaled from a map and have
 AE8707.an estimated accuracy of +/- 6 seconds.
 AE8707
 AE8707.The orthometric height was computed from unverified reset data.
 AE8707
 AE8707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8707.GEOID18 height accuracy estimate available here.
 AE8707
 AE8707.Click photographs - Photos may exist for this station.
 AE8707
 AE8707;                    North         East    Units  Estimated Accuracy
 AE8707;SPC SD S     -   156,820.      460,710.      MT  (+/- 180 meters Scaled)
 AE8707
 AE8707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ365462(NAD 83)
 AE8707
 AE8707                          SUPERSEDED SURVEY CONTROL
 AE8707
 AE8707.No superseded survey control is available for this station.
 AE8707
 AE8707_MARKER: DB = BENCH MARK DISK
 AE8707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8707_STAMPING: J 389 RESET 1966
 AE8707_MARK LOGO: CGS
 AE8707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8707+STABILITY: SURFACE MOTION
 AE8707
 AE8707  HISTORY     - Date     Condition        Report By
 AE8707  HISTORY     - 1966     MONUMENTED       CGS
 AE8707
 AE8707                          STATION DESCRIPTION
 AE8707
 AE8707'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AE8707'4 MILES (6.4 KM) SOUTHWEST FROM INTERIOR.  38 FEET (11.6 M) EAST OF
 AE8707'FENCE CORNER AND N-S SECTION LINE FENCE, 12 FEET (3.7 M) EAST OF
 AE8707'CENTERLINE OF GATE, 1.5 FEET (0.5 M) WEST OF MWP AND 1 FOOT (0.3 M)
 AE8707'NORTH OF SOUTH ROW FENCE OF INTERSTATE 90, 0.3 MILE (0.5 KM) WEST OF
 AE8707'FARMHOUSE, AND PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0072 ***********************************************************************
 QT0072  DESIGNATION -  J 390
 QT0072  PID         -  QT0072
 QT0072  STATE/COUNTY-  SD/MEADE
 QT0072  COUNTRY     -  US
 QT0072  USGS QUAD   -  FAITH SW (2017)
 QT0072
 QT0072                         *CURRENT SURVEY CONTROL
 QT0072  ______________________________________________________________________
 QT0072* NAD 83(1986) POSITION- 45 00 38.     (N) 102 12 32.     (W)   SCALED
 QT0072* NAVD 88 ORTHO HEIGHT -   794.253 (meters)     2605.81  (feet) ADJUSTED
 QT0072  ______________________________________________________________________
 QT0072  GEOID HEIGHT    -        -19.036 (meters)                     GEOID18
 QT0072  DYNAMIC HEIGHT  -        794.091 (meters)     2605.28  (feet) COMP
 QT0072  MODELED GRAVITY -    980,386.9   (mgal)                       NAVD 88
 QT0072
 QT0072  VERT ORDER      -  SECOND    CLASS 0
 QT0072
 QT0072.The horizontal coordinates were scaled from a map and have
 QT0072.an estimated accuracy of +/- 6 seconds.
 QT0072
 QT0072.The orthometric height was determined by differential leveling and
 QT0072.adjusted by the NATIONAL GEODETIC SURVEY
 QT0072.in June 1991.
 QT0072
 QT0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0072.GEOID18 height accuracy estimate available here.
 QT0072
 QT0072.Click photographs - Photos may exist for this station.
 QT0072
 QT0072.The dynamic height is computed by dividing the NAVD 88
 QT0072.geopotential number by the normal gravity value computed on the
 QT0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0072.degrees latitude (g = 980.6199 gals.).
 QT0072
 QT0072.The modeled gravity was interpolated from observed gravity values.
 QT0072
 QT0072;                    North         East    Units  Estimated Accuracy
 QT0072;SPC SD N     -   133,190.      425,900.      MT  (+/- 180 meters Scaled)
 QT0072
 QT0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK199879(NAD 83)
 QT0072
 QT0072                          SUPERSEDED SURVEY CONTROL
 QT0072
 QT0072  NGVD 29 (??/??/92)  793.793  (m)         2604.30   (f) ADJ UNCH    2 0
 QT0072
 QT0072.Superseded values are not recommended for survey control.
 QT0072
 QT0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0072.See file dsdata.pdf to determine how the superseded data were derived.
 QT0072
 QT0072_MARKER: DB = BENCH MARK DISK
 QT0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0072_STAMPING: J 390 1963
 QT0072_MARK LOGO: CGS
 QT0072_PROJECTION: FLUSH
 QT0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0072+STABILITY: SURFACE MOTION
 QT0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0072+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0072
 QT0072  HISTORY     - Date     Condition        Report By
 QT0072  HISTORY     - 1963     MONUMENTED       CGS
 QT0072  HISTORY     - 19960425 GOOD             NGS
 QT0072
 QT0072                          STATION DESCRIPTION
 QT0072
 QT0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0072'9.4 MI W FROM FAITH.
 QT0072'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 QT0072'AT FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 QT0072'1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A SECTION LINE FENCE
 QT0072'LEADING WEST, IN LINE WITH A ROW OF POWER POLES, 50 FEET WEST
 QT0072'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF A POWER POLE, 3
 QT0072'FEET WEST OF A FENCE, 1 1/2 FEET NORTH OF A FENCE, 1.3 FEET
 QT0072'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 QT0072'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 QT0072'INCHES.
 QT0072
 QT0072                          STATION RECOVERY (1996)
 QT0072
 QT0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0072'13.0 KM (8.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0072'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 1.6 KM (1.00 MI)
 QT0072'SOUTHERLY ALONG COUNTY ROAD 37, 16.0 M (52.5 FT) WEST OF THE ROAD
 QT0072'CENTER, 1.8 M (5.9 FT) NORTH OF UTILITY POLE NUMBER 12 16 18 500, 0.6
 QT0072'M (2.0 FT) WEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QT0072'ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 QT0072'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0134 ***********************************************************************
 PU0134  DESIGNATION -  J 391
 PU0134  PID         -  PU0134
 PU0134  STATE/COUNTY-  SD/MEADE
 PU0134  COUNTRY     -  US
 PU0134  USGS QUAD   -  WHITE OWL SE (2017)
 PU0134
 PU0134                         *CURRENT SURVEY CONTROL
 PU0134  ______________________________________________________________________
 PU0134* NAD 83(1986) POSITION- 44 37 07.     (N) 102 16 53.     (W)   SCALED
 PU0134* NAVD 88 ORTHO HEIGHT -   803.633 (meters)     2636.59  (feet) ADJUSTED
 PU0134  ______________________________________________________________________
 PU0134  GEOID HEIGHT    -        -19.157 (meters)                     GEOID18
 PU0134  DYNAMIC HEIGHT  -        803.438 (meters)     2635.95  (feet) COMP
 PU0134  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 PU0134
 PU0134  VERT ORDER      -  SECOND    CLASS 0
 PU0134
 PU0134.The horizontal coordinates were scaled from a map and have
 PU0134.an estimated accuracy of +/- 6 seconds.
 PU0134
 PU0134.The orthometric height was determined by differential leveling and
 PU0134.adjusted by the NATIONAL GEODETIC SURVEY
 PU0134.in June 1991.
 PU0134
 PU0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0134.GEOID18 height accuracy estimate available here.
 PU0134
 PU0134.Click photographs - Photos may exist for this station.
 PU0134
 PU0134.The dynamic height is computed by dividing the NAVD 88
 PU0134.geopotential number by the normal gravity value computed on the
 PU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0134.degrees latitude (g = 980.6199 gals.).
 PU0134
 PU0134.The modeled gravity was interpolated from observed gravity values.
 PU0134
 PU0134;                    North         East    Units  Estimated Accuracy
 PU0134;SPC SD N     -    89,810.      418,960.      MT  (+/- 180 meters Scaled)
 PU0134
 PU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK156441(NAD 83)
 PU0134
 PU0134                          SUPERSEDED SURVEY CONTROL
 PU0134
 PU0134  NGVD 29 (??/??/92)  803.173  (m)         2635.08   (f) ADJ UNCH    2 0
 PU0134
 PU0134.Superseded values are not recommended for survey control.
 PU0134
 PU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0134.See file dsdata.pdf to determine how the superseded data were derived.
 PU0134
 PU0134_MARKER: DB = BENCH MARK DISK
 PU0134_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0134+WITH SETTING: INFORMATION.
 PU0134_STAMPING: J 391 1963
 PU0134_MARK LOGO: CGS
 PU0134_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0134_ROD/PIPE-DEPTH: 2.4 meters
 PU0134
 PU0134  HISTORY     - Date     Condition        Report By
 PU0134  HISTORY     - 1963     MONUMENTED       CGS
 PU0134
 PU0134                          STATION DESCRIPTION
 PU0134
 PU0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0134'3.3 MI SSW FROM MARCUS.
 PU0134'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0134'POST OFFICE AT MARCUS, THENCE 2.8 MILES SOUTH ALONG A GRAVELED
 PU0134'ROAD, OR 6.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0134'AND POST OFFICE AT PLAINVIEW, THENCE 1.0 MILE NORTH, IN SECTION
 PU0134'26, T 8 N, R 15 E, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0134'16 FEET NORTH OF A T SECTION LINE FENCE LEADING EAST, 10 FEET
 PU0134'NORTH OF THE CENTER OF A WIRE GATE AND ENTRANCE TO A FIELD, 1/2
 PU0134'FOOT WEST OF A FENCE, 1.0 FEET EAST OF A METAL WITNESS POST,
 PU0134'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 PU0134'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET
 PU0134'AND ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0298 ***********************************************************************
 OT0298  DESIGNATION -  J 392
 OT0298  PID         -  OT0298
 OT0298  STATE/COUNTY-  SD/PENNINGTON
 OT0298  COUNTRY     -  US
 OT0298  USGS QUAD   -  HERMOSA (2017)
 OT0298
 OT0298                         *CURRENT SURVEY CONTROL
 OT0298  ______________________________________________________________________
 OT0298* NAD 83(1986) POSITION- 43 52 22.     (N) 103 11 37.     (W)   SCALED
 OT0298* NAVD 88 ORTHO HEIGHT -  1039.918 (meters)     3411.80  (feet) ADJUSTED
 OT0298  ______________________________________________________________________
 OT0298  GEOID HEIGHT    -        -16.054 (meters)                     GEOID18
 OT0298  DYNAMIC HEIGHT  -       1039.529 (meters)     3410.52  (feet) COMP
 OT0298  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 OT0298
 OT0298  VERT ORDER      -  FIRST     CLASS II
 OT0298
 OT0298.The horizontal coordinates were scaled from a map and have
 OT0298.an estimated accuracy of +/- 6 seconds.
 OT0298
 OT0298.The orthometric height was determined by differential leveling and
 OT0298.adjusted by the NATIONAL GEODETIC SURVEY
 OT0298.in June 1991.
 OT0298
 OT0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0298.GEOID18 height accuracy estimate available here.
 OT0298
 OT0298.Click photographs - Photos may exist for this station.
 OT0298
 OT0298.The dynamic height is computed by dividing the NAVD 88
 OT0298.geopotential number by the normal gravity value computed on the
 OT0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0298.degrees latitude (g = 980.6199 gals.).
 OT0298
 OT0298.The modeled gravity was interpolated from observed gravity values.
 OT0298
 OT0298;                    North         East    Units  Estimated Accuracy
 OT0298;SPC SD S     -   174,980.      370,160.      MT  (+/- 180 meters Scaled)
 OT0298
 OT0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ451593(NAD 83)
 OT0298
 OT0298                          SUPERSEDED SURVEY CONTROL
 OT0298
 OT0298  NGVD 29 (??/??/92) 1039.417  (m)         3410.15   (f) ADJ UNCH    1 2
 OT0298
 OT0298.Superseded values are not recommended for survey control.
 OT0298
 OT0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0298.See file dsdata.pdf to determine how the superseded data were derived.
 OT0298
 OT0298_MARKER: DB = BENCH MARK DISK
 OT0298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0298_STAMPING: J 392 1963
 OT0298_MARK LOGO: CGS
 OT0298_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0298
 OT0298  HISTORY     - Date     Condition        Report By
 OT0298  HISTORY     - 1963     MONUMENTED       CGS
 OT0298
 OT0298                          STATION DESCRIPTION
 OT0298
 OT0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0298'2.6 MI N FROM HERMOSA.
 OT0298'ABOUT 2.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0298'FROM THE STATION A HERMOSA, 12 POLES NORTH OF MILEPOST 81, 0.1
 OT0298'MILE SOUTHEAST OF A SMALL EARTH DAM, IN SECTION 17, T 2 S, R 8 E,
 OT0298'94 FEET WEST OF THE WEST RAIL, 51 FEET WEST OF A TELEPHONE POLE,
 OT0298'1 FOOT EAST OF A FENCE, 0.7 FEET WEST OF A METAL WITNESS POST,
 OT0298'ABOUT LEVEL WITH THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER
 OT0298'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 14 FEET AND ENCASED IN
 OT0298'A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0108 ***********************************************************************
 QT0108  DESIGNATION -  J 393
 QT0108  PID         -  QT0108
 QT0108  STATE/COUNTY-  SD/MEADE
 QT0108  COUNTRY     -  US
 QT0108  USGS QUAD   -  FAITH SW (2017)
 QT0108
 QT0108                         *CURRENT SURVEY CONTROL
 QT0108  ______________________________________________________________________
 QT0108* NAD 83(1986) POSITION- 45 01 29.     (N) 102 13 46.     (W)   SCALED
 QT0108* NAVD 88 ORTHO HEIGHT -   789.908 (meters)     2591.56  (feet) ADJUSTED
 QT0108  ______________________________________________________________________
 QT0108  GEOID HEIGHT    -        -18.970 (meters)                     GEOID18
 QT0108  DYNAMIC HEIGHT  -        789.748 (meters)     2591.03  (feet) COMP
 QT0108  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 QT0108
 QT0108  VERT ORDER      -  FIRST     CLASS II
 QT0108
 QT0108.The horizontal coordinates were scaled from a map and have
 QT0108.an estimated accuracy of +/- 6 seconds.
 QT0108
 QT0108.The orthometric height was determined by differential leveling and
 QT0108.adjusted by the NATIONAL GEODETIC SURVEY
 QT0108.in July 1998.
 QT0108
 QT0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0108.GEOID18 height accuracy estimate available here.
 QT0108
 QT0108.Click photographs - Photos may exist for this station.
 QT0108
 QT0108.The dynamic height is computed by dividing the NAVD 88
 QT0108.geopotential number by the normal gravity value computed on the
 QT0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0108.degrees latitude (g = 980.6199 gals.).
 QT0108
 QT0108.The modeled gravity was interpolated from observed gravity values.
 QT0108
 QT0108;                    North         East    Units  Estimated Accuracy
 QT0108;SPC SD N     -   134,810.      424,320.      MT  (+/- 180 meters Scaled)
 QT0108
 QT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK182894(NAD 83)
 QT0108
 QT0108                          SUPERSEDED SURVEY CONTROL
 QT0108
 QT0108  NAVD 88 (06/15/91)  789.919  (m)         2591.59   (f) SUPERSEDED  1 2
 QT0108  NGVD 29 (??/??/92)  789.459  (m)         2590.08   (f) ADJ UNCH    1 2
 QT0108
 QT0108.Superseded values are not recommended for survey control.
 QT0108
 QT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0108.See file dsdata.pdf to determine how the superseded data were derived.
 QT0108
 QT0108_MARKER: DB = BENCH MARK DISK
 QT0108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QT0108_SP_SET: HEADWALL
 QT0108_STAMPING: J 393 1963
 QT0108_MARK LOGO: CGS
 QT0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0108+STABILITY: SURFACE MOTION
 QT0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0108+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0108
 QT0108  HISTORY     - Date     Condition        Report By
 QT0108  HISTORY     - 1963     MONUMENTED       CGS
 QT0108  HISTORY     - 1981     GOOD             NGS
 QT0108  HISTORY     - 19960425 GOOD             NGS
 QT0108
 QT0108                          STATION DESCRIPTION
 QT0108
 QT0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0108'9.6 MI W FROM FAITH.
 QT0108'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0108'FAITH, THENCE 9.55 MILES WEST ALONG U.S. HIGHWAY 212, ON THE WEST
 QT0108'SLOPE OF A HILL, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QT0108'30 FEET SOUTH OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 QT0108'HIGHWAY, AND SET IN THE HEADWALL OF A 5 FOOT BY 5 FOOT BOX
 QT0108'CULVERT.
 QT0108
 QT0108                          STATION RECOVERY (1981)
 QT0108
 QT0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0108'RECOVERED IN GOOD CONDITION.
 QT0108
 QT0108                          STATION RECOVERY (1996)
 QT0108
 QT0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0108'14.7 M (48.2 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0108'JUNCTION OF STATE HIGHWAY 73 IN FAITH, NEAR THE CENTER OF THE NORTH
 QT0108'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 18.9 M (62.0 FT)
 QT0108'NORTHWEST OF MILEPOST 105, 6.1 M (20.0 FT) NORTH OF THE HIGHWAY
 QT0108'CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0066 ***********************************************************************
 QT0066  DESIGNATION -  J 394
 QT0066  PID         -  QT0066
 QT0066  STATE/COUNTY-  SD/PERKINS
 QT0066  COUNTRY     -  US
 QT0066  USGS QUAD   -  FAITH (2017)
 QT0066
 QT0066                         *CURRENT SURVEY CONTROL
 QT0066  ______________________________________________________________________
 QT0066* NAD 83(1986) POSITION- 45 03 21.     (N) 102 06 37.     (W)   SCALED
 QT0066* NAVD 88 ORTHO HEIGHT -   773.741 (meters)     2538.52  (feet) ADJUSTED
 QT0066  ______________________________________________________________________
 QT0066  GEOID HEIGHT    -        -19.234 (meters)                     GEOID18
 QT0066  DYNAMIC HEIGHT  -        773.592 (meters)     2538.03  (feet) COMP
 QT0066  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 QT0066
 QT0066  VERT ORDER      -  SECOND    CLASS 0
 QT0066
 QT0066.The horizontal coordinates were scaled from a map and have
 QT0066.an estimated accuracy of +/- 6 seconds.
 QT0066
 QT0066.The orthometric height was determined by differential leveling and
 QT0066.adjusted by the NATIONAL GEODETIC SURVEY
 QT0066.in June 1991.
 QT0066
 QT0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0066.GEOID18 height accuracy estimate available here.
 QT0066
 QT0066.Click photographs - Photos may exist for this station.
 QT0066
 QT0066.The dynamic height is computed by dividing the NAVD 88
 QT0066.geopotential number by the normal gravity value computed on the
 QT0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0066.degrees latitude (g = 980.6199 gals.).
 QT0066
 QT0066.The modeled gravity was interpolated from observed gravity values.
 QT0066
 QT0066;                    North         East    Units  Estimated Accuracy
 QT0066;SPC SD N     -   138,010.      433,800.      MT  (+/- 180 meters Scaled)
 QT0066
 QT0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK275932(NAD 83)
 QT0066
 QT0066                          SUPERSEDED SURVEY CONTROL
 QT0066
 QT0066  NGVD 29 (??/??/92)  773.293  (m)         2537.05   (f) ADJ UNCH    2 0
 QT0066
 QT0066.Superseded values are not recommended for survey control.
 QT0066
 QT0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0066.See file dsdata.pdf to determine how the superseded data were derived.
 QT0066
 QT0066_MARKER: DB = BENCH MARK DISK
 QT0066_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QT0066+WITH SETTING: INFORMATION.
 QT0066_STAMPING: J 394 1963
 QT0066_MARK LOGO: CGS
 QT0066_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0066_ROD/PIPE-DEPTH: 2.3 meters
 QT0066
 QT0066  HISTORY     - Date     Condition        Report By
 QT0066  HISTORY     - 1963     MONUMENTED       CGS
 QT0066
 QT0066                          STATION DESCRIPTION
 QT0066
 QT0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0066'5.6 MI NW FROM FAITH.
 QT0066'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0066'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 QT0066'2.1 MILES NORTH ALONG STATE HIGHWAY 73, 1.0 MILE NORTH OF THE
 QT0066'MEADE-PERKINS COUNTY LINE, 0.2 MILE SOUTH OF A CURVE IN THE
 QT0066'HIGHWAY, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 QT0066'NORTH OF THE CENTER OF A GATE, 6 INCHES EAST OF A FENCE, 1.5
 QT0066'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 QT0066'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 QT0066'ROD WHICH IS DRIVEN TO A DEPTH OF 7 1/2 FEET AND ENCASED IN A
 QT0066'6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2415 ***********************************************************************
 PU2415  DESIGNATION -  J 395 RESET
 PU2415  PID         -  PU2415
 PU2415  STATE/COUNTY-  SD/MEADE
 PU2415  COUNTRY     -  US
 PU2415  USGS QUAD   -  LEMMON CREEK (2017)
 PU2415
 PU2415                         *CURRENT SURVEY CONTROL
 PU2415  ______________________________________________________________________
 PU2415* NAD 83(1986) POSITION- 44 42 13.     (N) 102 03 20.     (W)   SCALED
 PU2415* NAVD 88 ORTHO HEIGHT -   725.942 (meters)     2381.69  (feet) ADJUSTED
 PU2415  ______________________________________________________________________
 PU2415  GEOID HEIGHT    -        -19.770 (meters)                     GEOID18
 PU2415  DYNAMIC HEIGHT  -        725.776 (meters)     2381.15  (feet) COMP
 PU2415  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 PU2415
 PU2415  VERT ORDER      -  FIRST     CLASS II
 PU2415
 PU2415.The horizontal coordinates were scaled from a map and have
 PU2415.an estimated accuracy of +/- 6 seconds.
 PU2415
 PU2415.The orthometric height was determined by differential leveling and
 PU2415.adjusted by the NATIONAL GEODETIC SURVEY
 PU2415.in July 1998.
 PU2415
 PU2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2415.GEOID18 height accuracy estimate available here.
 PU2415
 PU2415.Click photographs - Photos may exist for this station.
 PU2415
 PU2415.The dynamic height is computed by dividing the NAVD 88
 PU2415.geopotential number by the normal gravity value computed on the
 PU2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2415.degrees latitude (g = 980.6199 gals.).
 PU2415
 PU2415.The modeled gravity was interpolated from observed gravity values.
 PU2415
 PU2415;                    North         East    Units  Estimated Accuracy
 PU2415;SPC SD N     -    98,780.      437,120.      MT  (+/- 180 meters Scaled)
 PU2415
 PU2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK332542(NAD 83)
 PU2415
 PU2415                          SUPERSEDED SURVEY CONTROL
 PU2415
 PU2415  NGVD 29 (04/17/07)  725.42   (m)         2380.0    (f) RESET       3  
 PU2415
 PU2415.Superseded values are not recommended for survey control.
 PU2415
 PU2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2415.See file dsdata.pdf to determine how the superseded data were derived.
 PU2415
 PU2415_MARKER: DV = VERTICAL CONTROL DISK
 PU2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2415_STAMPING: J 395 RESET 1988
 PU2415_MARK LOGO: NGS
 PU2415_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2415+STABILITY: SURFACE MOTION
 PU2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2415+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2415
 PU2415  HISTORY     - Date     Condition        Report By
 PU2415  HISTORY     - 1988     MONUMENTED       NGS
 PU2415  HISTORY     - 19960711 GOOD             NGS
 PU2415
 PU2415                          STATION DESCRIPTION
 PU2415
 PU2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2415'9.7 KM (6.05 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2415'WITH STATE HIGHWAY 34 AT HOWES, AT AN APPROACH, IN A NORTH-SOUTH
 PU2415'FENCE LINE, 22.86 M (75.0 FT) WEST FROM THE CENTER OF 73, 20.42 M
 PU2415'(67.0 FT) SOUTH FROM THE CENTER OF THE APPROACH, 0.3 M (1.0 FT)
 PU2415'WEST FROM A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PU2415'THAT PROJECTS 0.15 M (0.5 FT).
 PU2415
 PU2415                          STATION RECOVERY (1996)
 PU2415
 PU2415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2415'9.7 KM (6.00 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2415'STATE HIGHWAY 34 IN HOWES, 184.0 M (603.7 FT) NORTH OF MILEPOST 152,
 PU2415'22.9 M (75.1 FT) WEST OF THE HIGHWAY CENTERLINE, 20.4 M (66.9 FT)
 PU2415'SOUTH OF THE CENTER OF A DRIVEWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 PU2415'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, UNDER A FENCE, AND
 PU2415'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0361 ***********************************************************************
 OT0361  DESIGNATION -  J 396
 OT0361  PID         -  OT0361
 OT0361  STATE/COUNTY-  SD/FALL RIVER
 OT0361  COUNTRY     -  US
 OT0361  USGS QUAD   -  HOT SPRINGS (2017)
 OT0361
 OT0361                         *CURRENT SURVEY CONTROL
 OT0361  ______________________________________________________________________
 OT0361* NAD 83(1986) POSITION- 43 24 12.     (N) 103 23 42.     (W)   SCALED
 OT0361* NAVD 88 ORTHO HEIGHT -   977.316 (meters)     3206.41  (feet) ADJUSTED
 OT0361  ______________________________________________________________________
 OT0361  GEOID HEIGHT    -        -16.012 (meters)                     GEOID18
 OT0361  DYNAMIC HEIGHT  -        976.923 (meters)     3205.12  (feet) COMP
 OT0361  MODELED GRAVITY -    980,183.9   (mgal)                       NAVD 88
 OT0361
 OT0361  VERT ORDER      -  FIRST     CLASS II
 OT0361
 OT0361.The horizontal coordinates were scaled from a map and have
 OT0361.an estimated accuracy of +/- 6 seconds.
 OT0361
 OT0361.The orthometric height was determined by differential leveling and
 OT0361.adjusted by the NATIONAL GEODETIC SURVEY
 OT0361.in June 1991.
 OT0361
 OT0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0361.GEOID18 height accuracy estimate available here.
 OT0361
 OT0361.Click photographs - Photos may exist for this station.
 OT0361
 OT0361.The dynamic height is computed by dividing the NAVD 88
 OT0361.geopotential number by the normal gravity value computed on the
 OT0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0361.degrees latitude (g = 980.6199 gals.).
 OT0361
 OT0361.The modeled gravity was interpolated from observed gravity values.
 OT0361
 OT0361;                    North         East    Units  Estimated Accuracy
 OT0361;SPC SD S     -   123,440.      352,070.      MT  (+/- 180 meters Scaled)
 OT0361
 OT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ299068(NAD 83)
 OT0361
 OT0361                          SUPERSEDED SURVEY CONTROL
 OT0361
 OT0361  NGVD 29 (??/??/92)  976.825  (m)         3204.80   (f) ADJ UNCH    1 2
 OT0361
 OT0361.Superseded values are not recommended for survey control.
 OT0361
 OT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0361.See file dsdata.pdf to determine how the superseded data were derived.
 OT0361
 OT0361_MARKER: DB = BENCH MARK DISK
 OT0361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0361_STAMPING: J 396 1963
 OT0361_MARK LOGO: CGS
 OT0361_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0361_ROD/PIPE-DEPTH: 4.0 meters
 OT0361
 OT0361  HISTORY     - Date     Condition        Report By
 OT0361  HISTORY     - 1963     MONUMENTED       CGS
 OT0361  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0361
 OT0361                          STATION DESCRIPTION
 OT0361
 OT0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0361'5 MI SE FROM HOT SPRINGS.
 OT0361'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 385 AND 18 FROM THE POST
 OT0361'OFFICE AT HOT SPRINGS, AT THE JUNCTION OF STATE HIGHWAY 79 AND
 OT0361'U.S. HIGHWAY 385 AND 18, IN SECTION 34, T 7 S, R 6 E, 340 FEET
 OT0361'WEST O THE CENTER LINE OF HIGHWAY 79, 100 FEET NORTH OF THE CENTER
 OT0361'LINE OF HIGHWAY 385 AND 18, 14 FEET EAST OF THE CENTER OF A GATE,
 OT0361'1 FOOT SOUTH OF A FENCE, 1.2 FEET SOUTHEAST OF A METAL WITNESS
 OT0361'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE
 OT0361'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 OT0361'OF 13 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 OT0361
 OT0361                          STATION RECOVERY (1985)
 OT0361
 OT0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0361'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0846 ***********************************************************************
 NM0846  DESIGNATION -  J 4
 NM0846  PID         -  NM0846
 NM0846  STATE/COUNTY-  SD/UNION
 NM0846  COUNTRY     -  US
 NM0846  USGS QUAD   -  JEFFERSON (2017)
 NM0846
 NM0846                         *CURRENT SURVEY CONTROL
 NM0846  ______________________________________________________________________
 NM0846* NAD 83(1986) POSITION- 42 35 24.     (N) 096 32 47.     (W)   SCALED
 NM0846* NAVD 88 ORTHO HEIGHT -   339.457 (meters)     1113.70  (feet) ADJUSTED
 NM0846  ______________________________________________________________________
 NM0846  GEOID HEIGHT    -        -25.865 (meters)                     GEOID18
 NM0846  DYNAMIC HEIGHT  -        339.352 (meters)     1113.36  (feet) COMP
 NM0846  MODELED GRAVITY -    980,302.6   (mgal)                       NAVD 88
 NM0846
 NM0846  VERT ORDER      -  FIRST     CLASS II
 NM0846
 NM0846.The horizontal coordinates were scaled from a map and have
 NM0846.an estimated accuracy of +/- 6 seconds.
 NM0846
 NM0846.The orthometric height was determined by differential leveling and
 NM0846.adjusted by the NATIONAL GEODETIC SURVEY
 NM0846.in June 1991.
 NM0846
 NM0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0846.GEOID18 height accuracy estimate available here.
 NM0846
 NM0846.Click photographs - Photos may exist for this station.
 NM0846
 NM0846.The dynamic height is computed by dividing the NAVD 88
 NM0846.geopotential number by the normal gravity value computed on the
 NM0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0846.degrees latitude (g = 980.6199 gals.).
 NM0846
 NM0846.The modeled gravity was interpolated from observed gravity values.
 NM0846
 NM0846;                    North         East    Units  Estimated Accuracy
 NM0846;SPC SD S     -    35,600.      910,750.      MT  (+/- 180 meters Scaled)
 NM0846
 NM0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN013182(NAD 83)
 NM0846
 NM0846                          SUPERSEDED SURVEY CONTROL
 NM0846
 NM0846  NGVD 29 (??/??/92)  339.285  (m)         1113.14   (f) ADJ UNCH    1 2
 NM0846
 NM0846.Superseded values are not recommended for survey control.
 NM0846
 NM0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0846.See file dsdata.pdf to determine how the superseded data were derived.
 NM0846
 NM0846_MARKER: P = PIPE CAP
 NM0846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0846_STAMPING: J 4 1905
 NM0846_MARK LOGO: CGS
 NM0846_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0846
 NM0846  HISTORY     - Date     Condition        Report By
 NM0846  HISTORY     - 1905     MONUMENTED       CGS
 NM0846  HISTORY     - 1948     GOOD             CGS
 NM0846  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0846
 NM0846                          STATION DESCRIPTION
 NM0846
 NM0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0846'1.1 MI SE FROM JEFFERSON.
 NM0846'1.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0846'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, AT A PUBLIC ROAD
 NM0846'CROSSING, 44.4 FEET NORTHWEST OF POLE NO. E 54 WHICH IS ALSO THE
 NM0846'19TH. POLE NORTHWEST OF MILEPOST 101, 28.3 FEET SOUTHWEST OF THE
 NM0846'SOUTHWEST RAIL OF THE TRACK, 17.4 FEET SOUTHEAST OF A CORNER FENCE
 NM0846'POST, 45.0 FEET SOUTH OF THE CENTER LINE OF A ROAD, 4.2 FEET EAST
 NM0846'OF A 3-WAY CORNER FENCE POST, 2.7 FEET NORTHEAST OF THE SOUTHWEST
 NM0846'RIGHT-OF-WAY FENCE, 0.7 FOOT NORTH OF A REFERENCE POST, A BENCH
 NM0846'MARK CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE AND LEVEL WITH
 NM0846'THE GROUND.  NOTE-- THE CAP WAS STAMPED BY THIS PARTY IN 1948.
 NM0846
 NM0846                          STATION RECOVERY (2012)
 NM0846
 NM0846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0846'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0119 ***********************************************************************
 QT0119  DESIGNATION -  J 4 B 1
 QT0119  PID         -  QT0119
 QT0119  STATE/COUNTY-  SD/MEADE
 QT0119  COUNTRY     -  US
 QT0119  USGS QUAD   -  FAITH SW (2017)
 QT0119
 QT0119                         *CURRENT SURVEY CONTROL
 QT0119  ______________________________________________________________________
 QT0119* NAD 83(1986) POSITION- 45 01 14.     (N) 102 08 46.     (W)   SCALED
 QT0119* NAVD 88 ORTHO HEIGHT -   775.798 (meters)     2545.26  (feet) ADJUSTED
 QT0119  ______________________________________________________________________
 QT0119  GEOID HEIGHT    -        -19.188 (meters)                     GEOID18
 QT0119  DYNAMIC HEIGHT  -        775.642 (meters)     2544.75  (feet) COMP
 QT0119  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 QT0119
 QT0119  VERT ORDER      -  SECOND    CLASS 0
 QT0119
 QT0119.The horizontal coordinates were scaled from a map and have
 QT0119.an estimated accuracy of +/- 6 seconds.
 QT0119
 QT0119.The orthometric height was determined by differential leveling and
 QT0119.adjusted by the NATIONAL GEODETIC SURVEY
 QT0119.in June 1991.
 QT0119
 QT0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0119.GEOID18 height accuracy estimate available here.
 QT0119
 QT0119.Click photographs - Photos may exist for this station.
 QT0119
 QT0119.The dynamic height is computed by dividing the NAVD 88
 QT0119.geopotential number by the normal gravity value computed on the
 QT0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0119.degrees latitude (g = 980.6199 gals.).
 QT0119
 QT0119.The modeled gravity was interpolated from observed gravity values.
 QT0119
 QT0119;                    North         East    Units  Estimated Accuracy
 QT0119;SPC SD N     -   134,170.      430,880.      MT  (+/- 180 meters Scaled)
 QT0119
 QT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK248891(NAD 83)
 QT0119
 QT0119                          SUPERSEDED SURVEY CONTROL
 QT0119
 QT0119  NGVD 29 (??/??/92)  775.34   (m)         2543.8    (f) COMPUTED    2 0
 QT0119
 QT0119.Superseded values are not recommended for survey control.
 QT0119
 QT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0119.See file dsdata.pdf to determine how the superseded data were derived.
 QT0119
 QT0119_MARKER: Z = SEE DESCRIPTION
 QT0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0119_PROJECTION: PROJECTING 152 CENTIMETERS
 QT0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0119+STABILITY: SURFACE MOTION
 QT0119
 QT0119  HISTORY     - Date     Condition        Report By
 QT0119  HISTORY     - UNK      MONUMENTED       USAF
 QT0119  HISTORY     - 1963     GOOD             CGS
 QT0119  HISTORY     - 19960425 MARK NOT FOUND   NGS
 QT0119
 QT0119                          STATION DESCRIPTION
 QT0119
 QT0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0119'5.6 MI W FROM FAITH.
 QT0119'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0119'FAITH, THENCE 5.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 QT0119'0.15 MILE SOUTH ACROSS COUNTRY, ABOUT LEVEL WITH THE HIGHWAY, AND
 QT0119'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 QT0119'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 QT0119'PROJECTING 5 FEET.
 QT0119
 QT0119                          STATION RECOVERY (1996)
 QT0119
 QT0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0119'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0120 ***********************************************************************
 QT0120  DESIGNATION -  J 4 B 2
 QT0120  PID         -  QT0120
 QT0120  STATE/COUNTY-  SD/MEADE
 QT0120  COUNTRY     -  US
 QT0120  USGS QUAD   -  FAITH SW (2017)
 QT0120
 QT0120                         *CURRENT SURVEY CONTROL
 QT0120  ______________________________________________________________________
 QT0120* NAD 83(1986) POSITION- 45 01 19.     (N) 102 08 14.     (W)   SCALED
 QT0120* NAVD 88 ORTHO HEIGHT -   784.552 (meters)     2573.98  (feet) ADJUSTED
 QT0120  ______________________________________________________________________
 QT0120  GEOID HEIGHT    -        -19.208 (meters)                     GEOID18
 QT0120  DYNAMIC HEIGHT  -        784.395 (meters)     2573.47  (feet) COMP
 QT0120  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 QT0120
 QT0120  VERT ORDER      -  SECOND    CLASS 0
 QT0120
 QT0120.The horizontal coordinates were scaled from a map and have
 QT0120.an estimated accuracy of +/- 6 seconds.
 QT0120
 QT0120.The orthometric height was determined by differential leveling and
 QT0120.adjusted by the NATIONAL GEODETIC SURVEY
 QT0120.in June 1991.
 QT0120
 QT0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0120.GEOID18 height accuracy estimate available here.
 QT0120
 QT0120.Click photographs - Photos may exist for this station.
 QT0120
 QT0120.The dynamic height is computed by dividing the NAVD 88
 QT0120.geopotential number by the normal gravity value computed on the
 QT0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0120.degrees latitude (g = 980.6199 gals.).
 QT0120
 QT0120.The modeled gravity was interpolated from observed gravity values.
 QT0120
 QT0120;                    North         East    Units  Estimated Accuracy
 QT0120;SPC SD N     -   134,300.      431,580.      MT  (+/- 180 meters Scaled)
 QT0120
 QT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK255893(NAD 83)
 QT0120
 QT0120                          SUPERSEDED SURVEY CONTROL
 QT0120
 QT0120  NGVD 29 (??/??/92)  784.10   (m)         2572.5    (f) COMPUTED    2 0
 QT0120
 QT0120.Superseded values are not recommended for survey control.
 QT0120
 QT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0120.See file dsdata.pdf to determine how the superseded data were derived.
 QT0120
 QT0120_MARKER: Z = SEE DESCRIPTION
 QT0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0120_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0120+STABILITY: SURFACE MOTION
 QT0120
 QT0120  HISTORY     - Date     Condition        Report By
 QT0120  HISTORY     - UNK      MONUMENTED       USAF
 QT0120  HISTORY     - 1963     GOOD             CGS
 QT0120  HISTORY     - 19960425 MARK NOT FOUND   NGS
 QT0120
 QT0120                          STATION DESCRIPTION
 QT0120
 QT0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0120'5.2 MI W FROM FAITH.
 QT0120'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0120'FAITH, THENCE 4.9 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 0.2
 QT0120'MILE SOUTHWEST ACROSS COUNTRY, ON THE SOUTHWEST SLOPE OF A HILL,
 QT0120'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 QT0120'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 QT0120'PROJECTING 4 FEET.
 QT0120
 QT0120                          STATION RECOVERY (1996)
 QT0120
 QT0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0120'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0815 ***********************************************************************
 PU0815  DESIGNATION -  J 401
 PU0815  PID         -  PU0815
 PU0815  STATE/COUNTY-  SD/MEADE
 PU0815  COUNTRY     -  US
 PU0815  USGS QUAD   -  STONEVILLE (2017)
 PU0815
 PU0815                         *CURRENT SURVEY CONTROL
 PU0815  ______________________________________________________________________
 PU0815* NAD 83(1986) POSITION- 44 40 45.     (N) 102 39 50.     (W)   SCALED
 PU0815* NAVD 88 ORTHO HEIGHT -   926.097 (meters)     3038.37  (feet) ADJUSTED
 PU0815  ______________________________________________________________________
 PU0815  GEOID HEIGHT    -        -18.047 (meters)                     GEOID18
 PU0815  DYNAMIC HEIGHT  -        925.854 (meters)     3037.57  (feet) COMP
 PU0815  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 PU0815
 PU0815  VERT ORDER      -  SECOND    CLASS 0
 PU0815
 PU0815.The horizontal coordinates were scaled from a map and have
 PU0815.an estimated accuracy of +/- 6 seconds.
 PU0815
 PU0815.The orthometric height was determined by differential leveling and
 PU0815.adjusted by the NATIONAL GEODETIC SURVEY
 PU0815.in June 1991.
 PU0815
 PU0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0815.GEOID18 height accuracy estimate available here.
 PU0815
 PU0815.Click photographs - Photos may exist for this station.
 PU0815
 PU0815.The dynamic height is computed by dividing the NAVD 88
 PU0815.geopotential number by the normal gravity value computed on the
 PU0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0815.degrees latitude (g = 980.6199 gals.).
 PU0815
 PU0815.The modeled gravity was interpolated from observed gravity values.
 PU0815
 PU0815;                    North         East    Units  Estimated Accuracy
 PU0815;SPC SD N     -    97,470.      388,840.      MT  (+/- 180 meters Scaled)
 PU0815
 PU0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK851499(NAD 83)
 PU0815
 PU0815                          SUPERSEDED SURVEY CONTROL
 PU0815
 PU0815  NGVD 29 (??/??/92)  925.615  (m)         3036.79   (f) ADJ UNCH    2 0
 PU0815
 PU0815.Superseded values are not recommended for survey control.
 PU0815
 PU0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0815.See file dsdata.pdf to determine how the superseded data were derived.
 PU0815
 PU0815_MARKER: DB = BENCH MARK DISK
 PU0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0815_STAMPING: J 401 1962
 PU0815_MARK LOGO: CGS
 PU0815_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0815+STABILITY: SURFACE MOTION
 PU0815
 PU0815  HISTORY     - Date     Condition        Report By
 PU0815  HISTORY     - 1962     MONUMENTED       CGS
 PU0815
 PU0815                          STATION DESCRIPTION
 PU0815
 PU0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0815'4 MI S FROM STONEVILLE.
 PU0815'4.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0815'STONEVILLE, ON THE OUTSIDE OF A LONG CURVE, 29 FEET WEST OF THE
 PU0815'CENTER LINE OF THE ROAD, 5.0 FEET EAST OF A FENCE, 2.7 FEET
 PU0815'NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 PU0815'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PU0815'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0166 ***********************************************************************
 QT0166  DESIGNATION -  J 402
 QT0166  PID         -  QT0166
 QT0166  STATE/COUNTY-  SD/MEADE
 QT0166  COUNTRY     -  US
 QT0166  USGS QUAD   -  CEDAR CANYON (2017)
 QT0166
 QT0166                         *CURRENT SURVEY CONTROL
 QT0166  ______________________________________________________________________
 QT0166* NAD 83(1986) POSITION- 45 02 07.     (N) 102 43 33.     (W)   SCALED
 QT0166* NAVD 88 ORTHO HEIGHT -   912.834 (meters)     2994.86  (feet) ADJUSTED
 QT0166  ______________________________________________________________________
 QT0166  GEOID HEIGHT    -        -17.734 (meters)                     GEOID18
 QT0166  DYNAMIC HEIGHT  -        912.632 (meters)     2994.19  (feet) COMP
 QT0166  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 QT0166
 QT0166  VERT ORDER      -  SECOND    CLASS 0
 QT0166
 QT0166.The horizontal coordinates were scaled from a map and have
 QT0166.an estimated accuracy of +/- 6 seconds.
 QT0166
 QT0166.The orthometric height was determined by differential leveling and
 QT0166.adjusted by the NATIONAL GEODETIC SURVEY
 QT0166.in June 1991.
 QT0166
 QT0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0166.GEOID18 height accuracy estimate available here.
 QT0166
 QT0166.Click photographs - Photos may exist for this station.
 QT0166
 QT0166.The dynamic height is computed by dividing the NAVD 88
 QT0166.geopotential number by the normal gravity value computed on the
 QT0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0166.degrees latitude (g = 980.6199 gals.).
 QT0166
 QT0166.The modeled gravity was interpolated from observed gravity values.
 QT0166
 QT0166;                    North         East    Units  Estimated Accuracy
 QT0166;SPC SD N     -   137,180.      385,260.      MT  (+/- 180 meters Scaled)
 QT0166
 QT0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK791893(NAD 83)
 QT0166
 QT0166                          SUPERSEDED SURVEY CONTROL
 QT0166
 QT0166  NGVD 29 (??/??/92)  912.359  (m)         2993.30   (f) ADJ UNCH    2 0
 QT0166
 QT0166.Superseded values are not recommended for survey control.
 QT0166
 QT0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0166.See file dsdata.pdf to determine how the superseded data were derived.
 QT0166
 QT0166_MARKER: DB = BENCH MARK DISK
 QT0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0166_STAMPING: J 402 1962
 QT0166_MARK LOGO: CGS
 QT0166_PROJECTION: PROJECTING 6 CENTIMETERS
 QT0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0166+STABILITY: SURFACE MOTION
 QT0166
 QT0166  HISTORY     - Date     Condition        Report By
 QT0166  HISTORY     - 1962     MONUMENTED       CGS
 QT0166
 QT0166                          STATION DESCRIPTION
 QT0166
 QT0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0166'7.5 MI W FROM MAURINE.
 QT0166'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0166'THENCE 0.85 MILE NORTH ALONG A COUNTY ROAD, 33 FEET EAST OF THE
 QT0166'CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A FENCE, 2.0 FEET SOUTH
 QT0166'OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET
 QT0166'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 QT0166'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0193 ***********************************************************************
 QT0193  DESIGNATION -  J 403
 QT0193  PID         -  QT0193
 QT0193  STATE/COUNTY-  SD/MEADE
 QT0193  COUNTRY     -  US
 QT0193  USGS QUAD   -  CEDAR CANYON (2017)
 QT0193
 QT0193                         *CURRENT SURVEY CONTROL
 QT0193  ______________________________________________________________________
 QT0193* NAD 83(1986) POSITION- 45 00 15.     (N) 102 39 28.     (W)   SCALED
 QT0193* NAVD 88 ORTHO HEIGHT -   884.238 (meters)     2901.04  (feet) ADJUSTED
 QT0193  ______________________________________________________________________
 QT0193  GEOID HEIGHT    -        -17.881 (meters)                     GEOID18
 QT0193  DYNAMIC HEIGHT  -        884.040 (meters)     2900.39  (feet) COMP
 QT0193  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 QT0193
 QT0193  VERT ORDER      -  SECOND    CLASS 0
 QT0193
 QT0193.The horizontal coordinates were scaled from a map and have
 QT0193.an estimated accuracy of +/- 6 seconds.
 QT0193
 QT0193.The orthometric height was determined by differential leveling and
 QT0193.adjusted by the NATIONAL GEODETIC SURVEY
 QT0193.in June 1991.
 QT0193
 QT0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0193.GEOID18 height accuracy estimate available here.
 QT0193
 QT0193.Click photographs - Photos may exist for this station.
 QT0193
 QT0193.The dynamic height is computed by dividing the NAVD 88
 QT0193.geopotential number by the normal gravity value computed on the
 QT0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0193.degrees latitude (g = 980.6199 gals.).
 QT0193
 QT0193.The modeled gravity was interpolated from observed gravity values.
 QT0193
 QT0193;                    North         East    Units  Estimated Accuracy
 QT0193;SPC SD N     -   133,550.      390,510.      MT  (+/- 180 meters Scaled)
 QT0193
 QT0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK845860(NAD 83)
 QT0193
 QT0193                          SUPERSEDED SURVEY CONTROL
 QT0193
 QT0193  NGVD 29 (??/??/92)  883.761  (m)         2899.47   (f) ADJ UNCH    2 0
 QT0193
 QT0193.Superseded values are not recommended for survey control.
 QT0193
 QT0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0193.See file dsdata.pdf to determine how the superseded data were derived.
 QT0193
 QT0193_MARKER: DB = BENCH MARK DISK
 QT0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0193_STAMPING: J 403 1962
 QT0193_MARK LOGO: CGS
 QT0193_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0193+STABILITY: SURFACE MOTION
 QT0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0193+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0193
 QT0193  HISTORY     - Date     Condition        Report By
 QT0193  HISTORY     - 1962     MONUMENTED       CGS
 QT0193  HISTORY     - 19960425 GOOD             NGS
 QT0193
 QT0193                          STATION DESCRIPTION
 QT0193
 QT0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0193'4 MI SW FROM MAURINE.
 QT0193'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0193'THENCE 1.05 MILES SOUTH ALONG A GRAVELED ROAD, 0.1 MILE NORTH
 QT0193'OF THE CROSSING OF A DOUBLE POLE POWER LINE, 67 FEET WEST OF THE
 QT0193'CENTER LINE OF THE ROAD, 12 FEET SOUTH OF THE CENTER OF A GATE,
 QT0193'1.8 FEET EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST,
 QT0193'ABOUT 4 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 QT0193'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QT0193
 QT0193                          STATION RECOVERY (1996)
 QT0193
 QT0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0193'18.0 KM (11.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0193'OFFICE IN MUD BUTTE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG COUNTY
 QT0193'ROAD 27, 21.7 M (71.2 FT) WEST OF THE ROAD CENTER, 3.8 M (12.5 FT)
 QT0193'SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT) SOUTH
 QT0193'OF A WITNESS POST, 0.6 M (2.0 FT) EAST OF A FENCE, 0.5 M (1.6 FT)
 QT0193'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 QT0193'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0827 ***********************************************************************
 PU0827  DESIGNATION -  J 404
 PU0827  PID         -  PU0827
 PU0827  STATE/COUNTY-  SD/BUTTE
 PU0827  COUNTRY     -  US
 PU0827  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0827
 PU0827                         *CURRENT SURVEY CONTROL
 PU0827  ______________________________________________________________________
 PU0827* NAD 83(1986) POSITION- 44 44 55.     (N) 102 58 12.     (W)   SCALED
 PU0827* NAVD 88 ORTHO HEIGHT -   853.467 (meters)     2800.08  (feet) ADJUSTED
 PU0827  ______________________________________________________________________
 PU0827  GEOID HEIGHT    -        -17.361 (meters)                     GEOID18
 PU0827  DYNAMIC HEIGHT  -        853.260 (meters)     2799.40  (feet) COMP
 PU0827  MODELED GRAVITY -    980,346.6   (mgal)                       NAVD 88
 PU0827
 PU0827  VERT ORDER      -  SECOND    CLASS 0
 PU0827
 PU0827.The horizontal coordinates were scaled from a map and have
 PU0827.an estimated accuracy of +/- 6 seconds.
 PU0827
 PU0827.The orthometric height was determined by differential leveling and
 PU0827.adjusted by the NATIONAL GEODETIC SURVEY
 PU0827.in June 1991.
 PU0827
 PU0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0827.GEOID18 height accuracy estimate available here.
 PU0827
 PU0827.Click photographs - Photos may exist for this station.
 PU0827
 PU0827.The dynamic height is computed by dividing the NAVD 88
 PU0827.geopotential number by the normal gravity value computed on the
 PU0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0827.degrees latitude (g = 980.6199 gals.).
 PU0827
 PU0827.The modeled gravity was interpolated from observed gravity values.
 PU0827
 PU0827;                    North         East    Units  Estimated Accuracy
 PU0827;SPC SD N     -   106,020.      364,870.      MT  (+/- 180 meters Scaled)
 PU0827
 PU0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK606570(NAD 83)
 PU0827
 PU0827                          SUPERSEDED SURVEY CONTROL
 PU0827
 PU0827  NGVD 29 (??/??/92)  852.989  (m)         2798.51   (f) ADJ UNCH    2 0
 PU0827
 PU0827.Superseded values are not recommended for survey control.
 PU0827
 PU0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0827.See file dsdata.pdf to determine how the superseded data were derived.
 PU0827
 PU0827_MARKER: DB = BENCH MARK DISK
 PU0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0827_STAMPING: J 404 1962
 PU0827_MARK LOGO: CGS
 PU0827_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0827+STABILITY: SURFACE MOTION
 PU0827
 PU0827  HISTORY     - Date     Condition        Report By
 PU0827  HISTORY     - 1962     MONUMENTED       CGS
 PU0827
 PU0827                          STATION DESCRIPTION
 PU0827
 PU0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0827'8.8 MI W FROM FAIRPOINT.
 PU0827'8.85 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0827'0.05 MILE WEST OF A CORRAL AND LOADING DOCK, 38 FEET NORTH OF
 PU0827'THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A FENCE, 2.0
 PU0827'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 PU0827'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0979 ***********************************************************************
 PU0979  DESIGNATION -  J 405
 PU0979  PID         -  PU0979
 PU0979  STATE/COUNTY-  SD/MEADE
 PU0979  COUNTRY     -  US
 PU0979  USGS QUAD   -  OPAL WEST (2017)
 PU0979
 PU0979                         *CURRENT SURVEY CONTROL
 PU0979  ______________________________________________________________________
 PU0979* NAD 83(1986) POSITION- 44 53 34.     (N) 102 30 43.     (W)   SCALED
 PU0979* NAVD 88 ORTHO HEIGHT -   818.084 (meters)     2684.00  (feet) ADJUSTED
 PU0979  ______________________________________________________________________
 PU0979  GEOID HEIGHT    -        -18.321 (meters)                     GEOID18
 PU0979  DYNAMIC HEIGHT  -        817.907 (meters)     2683.42  (feet) COMP
 PU0979  MODELED GRAVITY -    980,372.4   (mgal)                       NAVD 88
 PU0979
 PU0979  VERT ORDER      -  SECOND    CLASS 0
 PU0979
 PU0979.The horizontal coordinates were scaled from a map and have
 PU0979.an estimated accuracy of +/- 6 seconds.
 PU0979
 PU0979.The orthometric height was determined by differential leveling and
 PU0979.adjusted by the NATIONAL GEODETIC SURVEY
 PU0979.in June 1991.
 PU0979
 PU0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0979.GEOID18 height accuracy estimate available here.
 PU0979
 PU0979.Click photographs - Photos may exist for this station.
 PU0979
 PU0979.The dynamic height is computed by dividing the NAVD 88
 PU0979.geopotential number by the normal gravity value computed on the
 PU0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0979.degrees latitude (g = 980.6199 gals.).
 PU0979
 PU0979.The modeled gravity was interpolated from observed gravity values.
 PU0979
 PU0979;                    North         East    Units  Estimated Accuracy
 PU0979;SPC SD N     -   120,810.      401,620.      MT  (+/- 180 meters Scaled)
 PU0979
 PU0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK964740(NAD 83)
 PU0979
 PU0979                          SUPERSEDED SURVEY CONTROL
 PU0979
 PU0979  NGVD 29 (??/??/92)  817.623  (m)         2682.48   (f) ADJ UNCH    2 0
 PU0979
 PU0979.Superseded values are not recommended for survey control.
 PU0979
 PU0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0979.See file dsdata.pdf to determine how the superseded data were derived.
 PU0979
 PU0979_MARKER: DB = BENCH MARK DISK
 PU0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0979_STAMPING: J 405 1962
 PU0979_MARK LOGO: CGS
 PU0979_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0979+STABILITY: SURFACE MOTION
 PU0979
 PU0979  HISTORY     - Date     Condition        Report By
 PU0979  HISTORY     - 1962     MONUMENTED       CGS
 PU0979
 PU0979                          STATION DESCRIPTION
 PU0979
 PU0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0979'1.2 MI W FROM OPAL.
 PU0979'1.2 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0979'AT THE JUNCTION OF A DIRT ROAD NORTH, 51 FEET NORTH OF THE
 PU0979'CENTER LINE OF THE ROAD, 41 FEET EAST OF THE CENTER LINE OF THE
 PU0979'ROAD NORTH, 2 FEET WEST OF JUNCTION POWER POLE WITH GUY WIRE,
 PU0979'25 FEET EAST OF A FENCE CORNER, 4.0 FEET NORTH OF A FENCE,
 PU0979'2.2 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 PU0979'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1713 ***********************************************************************
 PU1713  DESIGNATION -  J 406
 PU1713  PID         -  PU1713
 PU1713  STATE/COUNTY-  SD/LAWRENCE
 PU1713  COUNTRY     -  US
 PU1713  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1713
 PU1713                         *CURRENT SURVEY CONTROL
 PU1713  ______________________________________________________________________
 PU1713* NAD 83(1986) POSITION- 44 26 36.3    (N) 103 37 53.3    (W)   HD_HELD2
 PU1713* NAVD 88 ORTHO HEIGHT -  1125.051 (meters)     3691.10  (feet) ADJUSTED
 PU1713  ______________________________________________________________________
 PU1713  GEOID HEIGHT    -        -14.886 (meters)                     GEOID18
 PU1713  DYNAMIC HEIGHT  -       1124.668 (meters)     3689.85  (feet) COMP
 PU1713  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 PU1713
 PU1713  VERT ORDER      -  SECOND    CLASS 0
 PU1713
 PU1713.The horizontal coordinates were established by autonomous hand held GPS
 PU1713.observations and have an estimated accuracy of +/- 10 meters.
 PU1713
 PU1713.The orthometric height was determined by differential leveling and
 PU1713.adjusted by the NATIONAL GEODETIC SURVEY
 PU1713.in June 1991.
 PU1713
 PU1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1713.GEOID18 height accuracy estimate available here.
 PU1713
 PU1713.Click photographs - Photos may exist for this station.
 PU1713
 PU1713.The dynamic height is computed by dividing the NAVD 88
 PU1713.geopotential number by the normal gravity value computed on the
 PU1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1713.degrees latitude (g = 980.6199 gals.).
 PU1713
 PU1713.The modeled gravity was interpolated from observed gravity values.
 PU1713
 PU1713;                    North         East    Units  Estimated Accuracy
 PU1713;SPC SD N     -    74,277.      311,010.      MT  (+/- 10 meters HH2 GPS)
 PU1713
 PU1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0890022034(NAD 83)
 PU1713
 PU1713                          SUPERSEDED SURVEY CONTROL
 PU1713
 PU1713  NGVD 29 (??/??/92) 1124.506  (m)         3689.32   (f) ADJ UNCH    2 0
 PU1713
 PU1713.Superseded values are not recommended for survey control.
 PU1713
 PU1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1713.See file dsdata.pdf to determine how the superseded data were derived.
 PU1713
 PU1713_MARKER: DB = BENCH MARK DISK
 PU1713_SETTING: 80 = SET IN A BOULDER
 PU1713_STAMPING: J 406 1962
 PU1713_MARK LOGO: CGS
 PU1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1713+STABILITY: SURFACE MOTION
 PU1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1713+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2021
 PU1713
 PU1713  HISTORY     - Date     Condition        Report By
 PU1713  HISTORY     - 1962     MONUMENTED       CGS
 PU1713  HISTORY     - 20210625 GOOD             GEOCAC
 PU1713
 PU1713                          STATION DESCRIPTION
 PU1713
 PU1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1713'1.6 MI S FROM WHITEWOOD.
 PU1713'1.6 MILES SOUTH ALONG A COUNTY ROAD FROM THE CHICAGO AND NORTH
 PU1713'WESTERN RAILWAY STATION AT WHITEWOOD, IN THE TOP OF A 1- BY
 PU1713'2-FOOT LIMESTONE BOULDER WHICH PROJECTS 0.4 FOOT ABOVE THE
 PU1713'GROUND, 47 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 PU1713'98 FEET SOUTHWEST OF THE CENTER LINE OF A GRADED ROAD SOUTHEAST,
 PU1713'6.9 FEET SOUTHEAST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN
 PU1713'THE ROAD.
 PU1713
 PU1713                          STATION RECOVERY (2021)
 PU1713
 PU1713'RECOVERY NOTE BY GEOCACHING 2021 (JRS)
 PU1713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1124 ***********************************************************************
 PU1124  DESIGNATION -  J 407
 PU1124  PID         -  PU1124
 PU1124  STATE/COUNTY-  SD/BUTTE
 PU1124  COUNTRY     -  US
 PU1124  USGS QUAD   -  VALE (2017)
 PU1124
 PU1124                         *CURRENT SURVEY CONTROL
 PU1124  ______________________________________________________________________
 PU1124* NAD 83(1986) POSITION- 44 37 08.18   (N) 103 25 37.82   (W)   HD_HELD1
 PU1124* NAVD 88 ORTHO HEIGHT -   850.575 (meters)     2790.59  (feet) ADJUSTED
 PU1124  ______________________________________________________________________
 PU1124  GEOID HEIGHT    -        -16.250 (meters)                     GEOID18
 PU1124  DYNAMIC HEIGHT  -        850.350 (meters)     2789.86  (feet) COMP
 PU1124  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1124
 PU1124  VERT ORDER      -  SECOND    CLASS 0
 PU1124
 PU1124.The horizontal coordinates were determined by differentially corrected
 PU1124.hand held GPS observations or other comparable positioning techniques
 PU1124.and have an estimated accuracy of +/- 3 meters.
 PU1124
 PU1124.The orthometric height was determined by differential leveling and
 PU1124.adjusted by the NATIONAL GEODETIC SURVEY
 PU1124.in June 1991.
 PU1124
 PU1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1124.GEOID18 height accuracy estimate available here.
 PU1124
 PU1124.Click photographs - Photos may exist for this station.
 PU1124
 PU1124.The dynamic height is computed by dividing the NAVD 88
 PU1124.geopotential number by the normal gravity value computed on the
 PU1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1124.degrees latitude (g = 980.6199 gals.).
 PU1124
 PU1124.The modeled gravity was interpolated from observed gravity values.
 PU1124
 PU1124;                    North         East    Units  Estimated Accuracy
 PU1124;SPC SD N     -    93,054.7     328,083.3     MT  (+/- 3 meters HH1 GPS) 
 PU1124
 PU1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2478241823(NAD 83)
 PU1124
 PU1124                          SUPERSEDED SURVEY CONTROL
 PU1124
 PU1124  NGVD 29 (??/??/92)  850.091  (m)         2789.01   (f) ADJ UNCH    2 0
 PU1124
 PU1124.Superseded values are not recommended for survey control.
 PU1124
 PU1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1124.See file dsdata.pdf to determine how the superseded data were derived.
 PU1124
 PU1124_MARKER: DB = BENCH MARK DISK
 PU1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1124_STAMPING: J 407 1962
 PU1124_MARK LOGO: CGS
 PU1124_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1124+STABILITY: SURFACE MOTION
 PU1124
 PU1124  HISTORY     - Date     Condition        Report By
 PU1124  HISTORY     - 1962     MONUMENTED       CGS
 PU1124
 PU1124                          STATION DESCRIPTION
 PU1124
 PU1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1124'1.3 MI W FROM VALE.
 PU1124'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1124'AT THE INTERSECTION OF STATE HIGHWAY 79, 138 FEET SOUTHEAST
 PU1124'OF THE CENTER OF THE INTERSECTION, 73 FEET EAST OF THE CENTER
 PU1124'LINE OF THE HIGHWAY, 124 FEET SOUTH OF THE CENTER LINE OF THE
 PU1124'ROAD EAST, 17 FEET SOUTH OF THE CENTER OF A WIRE GATE, 2.3
 PU1124'FEET WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT
 PU1124'3 FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE
 PU1124'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1166 ***********************************************************************
 PU1166  DESIGNATION -  J 408
 PU1166  PID         -  PU1166
 PU1166  STATE/COUNTY-  SD/BUTTE
 PU1166  COUNTRY     -  US
 PU1166  USGS QUAD   -  VALE SE (2017)
 PU1166
 PU1166                         *CURRENT SURVEY CONTROL
 PU1166  ______________________________________________________________________
 PU1166* NAD 83(1986) POSITION- 44 37 08.     (N) 103 18 53.     (W)   SCALED
 PU1166* NAVD 88 ORTHO HEIGHT -   843.230 (meters)     2766.50  (feet) ADJUSTED
 PU1166  ______________________________________________________________________
 PU1166  GEOID HEIGHT    -        -16.549 (meters)                     GEOID18
 PU1166  DYNAMIC HEIGHT  -        843.010 (meters)     2765.78  (feet) COMP
 PU1166  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 PU1166
 PU1166  VERT ORDER      -  SECOND    CLASS 0
 PU1166
 PU1166.The horizontal coordinates were scaled from a map and have
 PU1166.an estimated accuracy of +/- 6 seconds.
 PU1166
 PU1166.The orthometric height was determined by differential leveling and
 PU1166.adjusted by the NATIONAL GEODETIC SURVEY
 PU1166.in June 1991.
 PU1166
 PU1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1166.GEOID18 height accuracy estimate available here.
 PU1166
 PU1166.Click photographs - Photos may exist for this station.
 PU1166
 PU1166.The dynamic height is computed by dividing the NAVD 88
 PU1166.geopotential number by the normal gravity value computed on the
 PU1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1166.degrees latitude (g = 980.6199 gals.).
 PU1166
 PU1166.The modeled gravity was interpolated from observed gravity values.
 PU1166
 PU1166;                    North         East    Units  Estimated Accuracy
 PU1166;SPC SD N     -    92,680.      337,000.      MT  (+/- 180 meters Scaled)
 PU1166
 PU1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK337419(NAD 83)
 PU1166
 PU1166                          SUPERSEDED SURVEY CONTROL
 PU1166
 PU1166  NGVD 29 (??/??/92)  842.749  (m)         2764.92   (f) ADJ UNCH    2 0
 PU1166
 PU1166.Superseded values are not recommended for survey control.
 PU1166
 PU1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1166.See file dsdata.pdf to determine how the superseded data were derived.
 PU1166
 PU1166_MARKER: DB = BENCH MARK DISK
 PU1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1166_STAMPING: J 408 1962
 PU1166_MARK LOGO: CGS
 PU1166_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1166+STABILITY: SURFACE MOTION
 PU1166
 PU1166  HISTORY     - Date     Condition        Report By
 PU1166  HISTORY     - 1962     MONUMENTED       CGS
 PU1166
 PU1166                          STATION DESCRIPTION
 PU1166
 PU1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1166'4.5 MI E FROM VALE.
 PU1166'4.5 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, 66 FEET
 PU1166'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY NORTH TO A
 PU1166'RANCH HOUSE, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6
 PU1166'FEET NORTHEAST OF A TELEPHONE POLE, 2.3 FEET NORTH OF A FENCE, 1.5
 PU1166'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 PU1166'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1167 ***********************************************************************
 PU1167  DESIGNATION -  J 408 RESET
 PU1167  PID         -  PU1167
 PU1167  STATE/COUNTY-  SD/BUTTE
 PU1167  COUNTRY     -  US
 PU1167  USGS QUAD   -  VALE SE (2017)
 PU1167
 PU1167                         *CURRENT SURVEY CONTROL
 PU1167  ______________________________________________________________________
 PU1167* NAD 83(1986) POSITION- 44 37 08.     (N) 103 18 53.     (W)   SCALED
 PU1167* NAVD 88 ORTHO HEIGHT -   843.70  (+/-2cm)     2768.0   (feet) VERTCON3
 PU1167  ______________________________________________________________________
 PU1167  GEOID HEIGHT    -        -16.549 (meters)                     GEOID18
 PU1167  VERT ORDER      -  THIRD (See Below)
 PU1167
 PU1167.The horizontal coordinates were scaled from a map and have
 PU1167.an estimated accuracy of +/- 6 seconds.
 PU1167
 PU1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1167
 PU1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1167.GEOID18 height accuracy estimate available here.
 PU1167
 PU1167.The vertical order pertains to the NGVD 29 superseded value.
 PU1167
 PU1167.Click photographs - Photos may exist for this station.
 PU1167
 PU1167;                    North         East    Units  Estimated Accuracy
 PU1167;SPC SD N     -    92,680.      337,000.      MT  (+/- 180 meters Scaled)
 PU1167
 PU1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK337419(NAD 83)
 PU1167
 PU1167                          SUPERSEDED SURVEY CONTROL
 PU1167
 PU1167  NGVD 29 (??/??/??)  843.22   (m)         2766.5    (f) RESET       3  
 PU1167
 PU1167.Superseded values are not recommended for survey control.
 PU1167
 PU1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1167.See file dsdata.pdf to determine how the superseded data were derived.
 PU1167
 PU1167_MARKER: DB = BENCH MARK DISK
 PU1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1167_STAMPING: J 408 RESET 1963
 PU1167_MARK LOGO: CGS
 PU1167_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1167+STABILITY: SURFACE MOTION
 PU1167
 PU1167  HISTORY     - Date     Condition        Report By
 PU1167  HISTORY     - 1963     MONUMENTED       CGS
 PU1167
 PU1167                          STATION DESCRIPTION
 PU1167
 PU1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1167'4.5 MI E FROM VALE.
 PU1167'4.5 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, BUTTE
 PU1167'COUNTY, 0.4 MILE WEST OF A RURAL SCHOOL, NEAR THE SOUTHEAST CORNER
 PU1167'OF THE YARD AT A FARMHOUSE, ABOUT 40 FEET NORTH OF THE CENTERLINE
 PU1167'OF THE ROAD, 16 FEET EAST OF THE CENTER OF A DRIVEWAY, BETWEEN
 PU1167'TWO NORTH-SOUTH ROWS OF TREES, 1.5 FEET WEST OF A METAL WITNESS
 PU1167'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1027 ***********************************************************************
 PU1027  DESIGNATION -  J 409
 PU1027  PID         -  PU1027
 PU1027  STATE/COUNTY-  SD/MEADE
 PU1027  COUNTRY     -  US
 PU1027  USGS QUAD   -  UNION CENTER (2017)
 PU1027
 PU1027                         *CURRENT SURVEY CONTROL
 PU1027  ______________________________________________________________________
 PU1027* NAD 83(1986) POSITION- 44 31 16.     (N) 102 40 57.     (W)   SCALED
 PU1027* NAVD 88 ORTHO HEIGHT -   845.108 (meters)     2772.66  (feet) ADJUSTED
 PU1027  ______________________________________________________________________
 PU1027  GEOID HEIGHT    -        -18.186 (meters)                     GEOID18
 PU1027  DYNAMIC HEIGHT  -        844.872 (meters)     2771.88  (feet) COMP
 PU1027  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1027
 PU1027  VERT ORDER      -  SECOND    CLASS 0
 PU1027
 PU1027.The horizontal coordinates were scaled from a map and have
 PU1027.an estimated accuracy of +/- 6 seconds.
 PU1027
 PU1027.The orthometric height was determined by differential leveling and
 PU1027.adjusted by the NATIONAL GEODETIC SURVEY
 PU1027.in June 1991.
 PU1027
 PU1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1027.GEOID18 height accuracy estimate available here.
 PU1027
 PU1027.Click photographs - Photos may exist for this station.
 PU1027
 PU1027.The dynamic height is computed by dividing the NAVD 88
 PU1027.geopotential number by the normal gravity value computed on the
 PU1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1027.degrees latitude (g = 980.6199 gals.).
 PU1027
 PU1027.The modeled gravity was interpolated from observed gravity values.
 PU1027
 PU1027;                    North         East    Units  Estimated Accuracy
 PU1027;SPC SD N     -    79,960.      386,780.      MT  (+/- 180 meters Scaled)
 PU1027
 PU1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK841323(NAD 83)
 PU1027
 PU1027                          SUPERSEDED SURVEY CONTROL
 PU1027
 PU1027  NGVD 29 (??/??/92)  844.621  (m)         2771.06   (f) ADJ UNCH    2 0
 PU1027
 PU1027.Superseded values are not recommended for survey control.
 PU1027
 PU1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1027.See file dsdata.pdf to determine how the superseded data were derived.
 PU1027
 PU1027_MARKER: DB = BENCH MARK DISK
 PU1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1027_STAMPING: J 409 1962
 PU1027_MARK LOGO: CGS
 PU1027_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1027+STABILITY: SURFACE MOTION
 PU1027
 PU1027  HISTORY     - Date     Condition        Report By
 PU1027  HISTORY     - 1962     MONUMENTED       CGS
 PU1027
 PU1027                          STATION DESCRIPTION
 PU1027
 PU1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1027'3.5 MI S FROM UNION CENTER.
 PU1027'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU1027'CENTER, THENCE 2.8 MILES SOUTH ALONG A GRAVEL ROAD, 0.55 MILE
 PU1027'SOUTH OF A ROAD WEST, 58 1/2 FEET EAST OF THE CENTER LINE OF THE
 PU1027'ROAD, 108 FEET NORTHEAST OF POWER POLE 1M190, 4.2 FEET WEST OF
 PU1027'A FENCE, 1.2 FEET NORTHEAST OF A WITNESS POST AND IN THE TOP OF A
 PU1027'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0996 ***********************************************************************
 PU0996  DESIGNATION -  J 410
 PU0996  PID         -  PU0996
 PU0996  STATE/COUNTY-  SD/MEADE
 PU0996  COUNTRY     -  US
 PU0996  USGS QUAD   -  REDOWL (2017)
 PU0996
 PU0996                         *CURRENT SURVEY CONTROL
 PU0996  ______________________________________________________________________
 PU0996* NAD 83(1986) POSITION- 44 43 08.     (N) 102 34 23.     (W)   SCALED
 PU0996* NAVD 88 ORTHO HEIGHT -   856.470 (meters)     2809.94  (feet) ADJUSTED
 PU0996  ______________________________________________________________________
 PU0996  GEOID HEIGHT    -        -18.276 (meters)                     GEOID18
 PU0996  DYNAMIC HEIGHT  -        856.261 (meters)     2809.25  (feet) COMP
 PU0996  MODELED GRAVITY -    980,344.8   (mgal)                       NAVD 88
 PU0996
 PU0996  VERT ORDER      -  SECOND    CLASS 0
 PU0996
 PU0996.The horizontal coordinates were scaled from a map and have
 PU0996.an estimated accuracy of +/- 6 seconds.
 PU0996
 PU0996.The orthometric height was determined by differential leveling and
 PU0996.adjusted by the NATIONAL GEODETIC SURVEY
 PU0996.in June 1991.
 PU0996
 PU0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0996.GEOID18 height accuracy estimate available here.
 PU0996
 PU0996.Click photographs - Photos may exist for this station.
 PU0996
 PU0996.The dynamic height is computed by dividing the NAVD 88
 PU0996.geopotential number by the normal gravity value computed on the
 PU0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0996.degrees latitude (g = 980.6199 gals.).
 PU0996
 PU0996.The modeled gravity was interpolated from observed gravity values.
 PU0996
 PU0996;                    North         East    Units  Estimated Accuracy
 PU0996;SPC SD N     -   101,640.      396,180.      MT  (+/- 180 meters Scaled)
 PU0996
 PU0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK922545(NAD 83)
 PU0996
 PU0996                          SUPERSEDED SURVEY CONTROL
 PU0996
 PU0996  NGVD 29 (??/??/92)  856.001  (m)         2808.40   (f) ADJ UNCH    2 0
 PU0996
 PU0996.Superseded values are not recommended for survey control.
 PU0996
 PU0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0996.See file dsdata.pdf to determine how the superseded data were derived.
 PU0996
 PU0996_MARKER: DB = BENCH MARK DISK
 PU0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0996_STAMPING: J 410 1962
 PU0996_MARK LOGO: CGS
 PU0996_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0996+STABILITY: SURFACE MOTION
 PU0996
 PU0996  HISTORY     - Date     Condition        Report By
 PU0996  HISTORY     - 1962     MONUMENTED       CGS
 PU0996
 PU0996                          STATION DESCRIPTION
 PU0996
 PU0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0996'2.8 MI NW FROM RED OWL.
 PU0996'1.75 MILES NORTH ALONG A GRAVEL ROAD FROM THE STORE AT RED OWL,
 PU0996'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, 1.0 MILE WEST OF
 PU0996'BENCH MARK Q 410, 44 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 PU0996'THE JUNCTION OF A DIRT ROAD NORTH AND A TRACK ROAD SOUTH,
 PU0996'41 FEET SOUTH OF THE CENTER OF THE ROAD, 16 FEET EAST OF THE
 PU0996'CENTER LINE OF THE TRACK ROAD, 13.8 FEET EAST OF THE NORTHEAST
 PU0996'CORNER OF A CATTLE GUARD, 24 FEET WEST OF THE WEST END OF A
 PU0996'GATE, 1.6 FEET NORTH OF A FENCE, 1.4 FEET WEST OF A WITNESS
 PU0996'POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0996'POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0696 ***********************************************************************
 PU0696  DESIGNATION -  J 411
 PU0696  PID         -  PU0696
 PU0696  STATE/COUNTY-  SD/MEADE
 PU0696  COUNTRY     -  US
 PU0696  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0696
 PU0696                         *CURRENT SURVEY CONTROL
 PU0696  ______________________________________________________________________
 PU0696* NAD 83(1986) POSITION- 44 27 34.     (N) 102 33 46.     (W)   SCALED
 PU0696* NAVD 88 ORTHO HEIGHT -   813.698 (meters)     2669.61  (feet) ADJUSTED
 PU0696  ______________________________________________________________________
 PU0696  GEOID HEIGHT    -        -18.539 (meters)                     GEOID18
 PU0696  DYNAMIC HEIGHT  -        813.476 (meters)     2668.88  (feet) COMP
 PU0696  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PU0696
 PU0696  VERT ORDER      -  SECOND    CLASS 0
 PU0696
 PU0696.The horizontal coordinates were scaled from a map and have
 PU0696.an estimated accuracy of +/- 6 seconds.
 PU0696
 PU0696.The orthometric height was determined by differential leveling and
 PU0696.adjusted by the NATIONAL GEODETIC SURVEY
 PU0696.in June 1991.
 PU0696
 PU0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0696.GEOID18 height accuracy estimate available here.
 PU0696
 PU0696.Click photographs - Photos may exist for this station.
 PU0696
 PU0696.The dynamic height is computed by dividing the NAVD 88
 PU0696.geopotential number by the normal gravity value computed on the
 PU0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0696.degrees latitude (g = 980.6199 gals.).
 PU0696
 PU0696.The modeled gravity was interpolated from observed gravity values.
 PU0696
 PU0696;                    North         East    Units  Estimated Accuracy
 PU0696;SPC SD N     -    72,800.      396,080.      MT  (+/- 180 meters Scaled)
 PU0696
 PU0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK938257(NAD 83)
 PU0696
 PU0696                          SUPERSEDED SURVEY CONTROL
 PU0696
 PU0696  NGVD 29 (??/??/92)  813.232  (m)         2668.08   (f) ADJ UNCH    2 0
 PU0696
 PU0696.Superseded values are not recommended for survey control.
 PU0696
 PU0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0696.See file dsdata.pdf to determine how the superseded data were derived.
 PU0696
 PU0696_MARKER: DB = BENCH MARK DISK
 PU0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0696_STAMPING: J 411 1962
 PU0696_MARK LOGO: CGS
 PU0696_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0696+STABILITY: SURFACE MOTION
 PU0696
 PU0696  HISTORY     - Date     Condition        Report By
 PU0696  HISTORY     - 1962     MONUMENTED       CGS
 PU0696
 PU0696                          STATION DESCRIPTION
 PU0696
 PU0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0696'8 MI S FROM ENNING.
 PU0696'8.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0696'51 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET NORTH
 PU0696'OF THE CENTER LINE OF A FIELD ROAD WEST, 10 FEET NORTH OF THE
 PU0696'NORTH END OF A WIRE GATE, 2.0 FEET WEST OF A FENCE, 1.8 FEET
 PU0696'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE
 PU0696'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1231 ***********************************************************************
 PU1231  DESIGNATION -  J 412
 PU1231  PID         -  PU1231
 PU1231  STATE/COUNTY-  SD/BUTTE
 PU1231  COUNTRY     -  US
 PU1231  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1231
 PU1231                         *CURRENT SURVEY CONTROL
 PU1231  ______________________________________________________________________
 PU1231* NAD 83(1986) POSITION- 44 44 17.     (N) 103 08 01.     (W)   SCALED
 PU1231* NAVD 88 ORTHO HEIGHT -   883.937 (meters)     2900.05  (feet) ADJUSTED
 PU1231  ______________________________________________________________________
 PU1231  GEOID HEIGHT    -        -17.031 (meters)                     GEOID18
 PU1231  DYNAMIC HEIGHT  -        883.710 (meters)     2899.31  (feet) COMP
 PU1231  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 PU1231
 PU1231  VERT ORDER      -  SECOND    CLASS 0
 PU1231
 PU1231.The horizontal coordinates were scaled from a map and have
 PU1231.an estimated accuracy of +/- 6 seconds.
 PU1231
 PU1231.The orthometric height was determined by differential leveling and
 PU1231.adjusted by the NATIONAL GEODETIC SURVEY
 PU1231.in June 1991.
 PU1231
 PU1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1231.GEOID18 height accuracy estimate available here.
 PU1231
 PU1231.Click photographs - Photos may exist for this station.
 PU1231
 PU1231.The dynamic height is computed by dividing the NAVD 88
 PU1231.geopotential number by the normal gravity value computed on the
 PU1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1231.degrees latitude (g = 980.6199 gals.).
 PU1231
 PU1231.The modeled gravity was interpolated from observed gravity values.
 PU1231
 PU1231;                    North         East    Units  Estimated Accuracy
 PU1231;SPC SD N     -   105,340.      351,880.      MT  (+/- 180 meters Scaled)
 PU1231
 PU1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK477555(NAD 83)
 PU1231
 PU1231                          SUPERSEDED SURVEY CONTROL
 PU1231
 PU1231  NGVD 29 (??/??/92)  883.446  (m)         2898.44   (f) ADJ UNCH    2 0
 PU1231
 PU1231.Superseded values are not recommended for survey control.
 PU1231
 PU1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1231.See file dsdata.pdf to determine how the superseded data were derived.
 PU1231
 PU1231_MARKER: DB = BENCH MARK DISK
 PU1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1231_STAMPING: J 412 1963
 PU1231_MARK LOGO: CGS
 PU1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1231+STABILITY: SURFACE MOTION
 PU1231
 PU1231  HISTORY     - Date     Condition        Report By
 PU1231  HISTORY     - 1963     MONUMENTED       CGS
 PU1231
 PU1231                          STATION DESCRIPTION
 PU1231
 PU1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1231'15.3 MI E FROM NEWELL.
 PU1231'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1231'AT NEWELL, THENCE 14.1 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1231'0.8 MILE WEST OF THE MORE WESTERLY OF TWO 50-FOOT WOODEN
 PU1231'BRIDGES, ON THE NORTHEAST SLOPE AND AT THE TOP OF A HILL, AT
 PU1231'THE JUNCTION OF A DRIVEWAY LEADING SOUTHEAST TO A LARGE FIELD,
 PU1231'53 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 22 FEET EAST
 PU1231'OF THE CENTERLINE OF THE DRIVEWAY, 3.0 FEET NORTHWEST OF A
 PU1231'FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PU1231'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1231'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1335 ***********************************************************************
 PU1335  DESIGNATION -  J 413
 PU1335  PID         -  PU1335
 PU1335  STATE/COUNTY-  SD/BUTTE
 PU1335  COUNTRY     -  US
 PU1335  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1335
 PU1335                         *CURRENT SURVEY CONTROL
 PU1335  ______________________________________________________________________
 PU1335* NAD 83(1986) POSITION- 44 48 03.     (N) 103 20 18.     (W)   SCALED
 PU1335* NAVD 88 ORTHO HEIGHT -   903.627 (meters)     2964.65  (feet) ADJUSTED
 PU1335  ______________________________________________________________________
 PU1335  GEOID HEIGHT    -        -16.550 (meters)                     GEOID18
 PU1335  DYNAMIC HEIGHT  -        903.407 (meters)     2963.93  (feet) COMP
 PU1335  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 PU1335
 PU1335  VERT ORDER      -  SECOND    CLASS 0
 PU1335
 PU1335.The horizontal coordinates were scaled from a map and have
 PU1335.an estimated accuracy of +/- 6 seconds.
 PU1335
 PU1335.The orthometric height was determined by differential leveling and
 PU1335.adjusted by the NATIONAL GEODETIC SURVEY
 PU1335.in June 1991.
 PU1335
 PU1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1335.GEOID18 height accuracy estimate available here.
 PU1335
 PU1335.Click photographs - Photos may exist for this station.
 PU1335
 PU1335.The dynamic height is computed by dividing the NAVD 88
 PU1335.geopotential number by the normal gravity value computed on the
 PU1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1335.degrees latitude (g = 980.6199 gals.).
 PU1335
 PU1335.The modeled gravity was interpolated from observed gravity values.
 PU1335
 PU1335;                    North         East    Units  Estimated Accuracy
 PU1335;SPC SD N     -   112,960.      335,960.      MT  (+/- 180 meters Scaled)
 PU1335
 PU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK314621(NAD 83)
 PU1335
 PU1335                          SUPERSEDED SURVEY CONTROL
 PU1335
 PU1335  NGVD 29 (??/??/92)  903.152  (m)         2963.09   (f) ADJ UNCH    2 0
 PU1335
 PU1335.Superseded values are not recommended for survey control.
 PU1335
 PU1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1335.See file dsdata.pdf to determine how the superseded data were derived.
 PU1335
 PU1335_MARKER: DB = BENCH MARK DISK
 PU1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1335_STAMPING: J 413 1963
 PU1335_MARK LOGO: CGS
 PU1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1335+STABILITY: SURFACE MOTION
 PU1335
 PU1335  HISTORY     - Date     Condition        Report By
 PU1335  HISTORY     - 1963     MONUMENTED       CGS
 PU1335
 PU1335                          STATION DESCRIPTION
 PU1335
 PU1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1335'8.4 MI NE FROM NEWELL.
 PU1335'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1335'SCHOOL AT NEWELL, THENCE 4.9 MILES NORTH ALONG A GRAVELED ROAD,
 PU1335'ABOUT 1.1 MILES NORTHEAST OF A 75-FOOT WOODEN BRIDGE OVER
 PU1335'WILLOW CREEK, ABOUT 125 YARDS SOUTHWEST OF THE SOUTHWEST END
 PU1335'OF A CURVE IN THE ROAD, 57 FEET NORTHWEST OF THE CENTERLINE
 PU1335'OF THE ROAD, 3 FEET NORTHEAST OF TELEPHONE POLE NO. 6, IN LINE
 PU1335'WITH A ROW OF POLES, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST,
 PU1335'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1335'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1889 ***********************************************************************
 PU1889  DESIGNATION -  J 415
 PU1889  PID         -  PU1889
 PU1889  STATE/COUNTY-  SD/BUTTE
 PU1889  COUNTRY     -  US
 PU1889  USGS QUAD   -  ARPAN (2017)
 PU1889
 PU1889                         *CURRENT SURVEY CONTROL
 PU1889  ______________________________________________________________________
 PU1889* NAD 83(1986) POSITION- 44 49 16.     (N) 103 39 25.     (W)   SCALED
 PU1889* NAVD 88 ORTHO HEIGHT -   893.560 (meters)     2931.62  (feet) ADJUSTED
 PU1889  ______________________________________________________________________
 PU1889  GEOID HEIGHT    -        -15.978 (meters)                     GEOID18
 PU1889  DYNAMIC HEIGHT  -        893.335 (meters)     2930.88  (feet) COMP
 PU1889  MODELED GRAVITY -    980,334.6   (mgal)                       NAVD 88
 PU1889
 PU1889  VERT ORDER      -  SECOND    CLASS 0
 PU1889
 PU1889.The horizontal coordinates were scaled from a map and have
 PU1889.an estimated accuracy of +/- 6 seconds.
 PU1889
 PU1889.The orthometric height was determined by differential leveling and
 PU1889.adjusted by the NATIONAL GEODETIC SURVEY
 PU1889.in June 1991.
 PU1889
 PU1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1889.GEOID18 height accuracy estimate available here.
 PU1889
 PU1889.Click photographs - Photos may exist for this station.
 PU1889
 PU1889.The dynamic height is computed by dividing the NAVD 88
 PU1889.geopotential number by the normal gravity value computed on the
 PU1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1889.degrees latitude (g = 980.6199 gals.).
 PU1889
 PU1889.The modeled gravity was interpolated from observed gravity values.
 PU1889
 PU1889;                    North         East    Units  Estimated Accuracy
 PU1889;SPC SD N     -   116,300.      310,880.      MT  (+/- 180 meters Scaled)
 PU1889
 PU1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK061639(NAD 83)
 PU1889
 PU1889                          SUPERSEDED SURVEY CONTROL
 PU1889
 PU1889  NGVD 29 (??/??/92)  893.082  (m)         2930.05   (f) ADJ UNCH    2 0
 PU1889
 PU1889.Superseded values are not recommended for survey control.
 PU1889
 PU1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1889.See file dsdata.pdf to determine how the superseded data were derived.
 PU1889
 PU1889_MARKER: DB = BENCH MARK DISK
 PU1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1889_STAMPING: J 415 1963
 PU1889_MARK LOGO: CGS
 PU1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1889+STABILITY: SURFACE MOTION
 PU1889
 PU1889  HISTORY     - Date     Condition        Report By
 PU1889  HISTORY     - 1963     MONUMENTED       CGS
 PU1889
 PU1889                          STATION DESCRIPTION
 PU1889
 PU1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1889'16 MI NW FROM NISLAND.
 PU1889'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1889'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1889'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1889'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1889'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1889'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1889'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1889'COUNTY ROAD, THENCE 4.1 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1889'ON THE OUTSIDE OF A CURVE AND 69 FEET WEST OF THE ROAD, 43 FEET
 PU1889'SOUTH OF THE CENTERLINE OF A TRACK ROAD LEADING WEST, 2.5 FEET
 PU1889'EAST OF THE NORTH END OF A FENCE, 1.5 FEET NORTH OF A METAL
 PU1889'WITNESS POST, ABOUT LEVEL WITH THE GRAVELED ROAD, AND SET IN THE
 PU1889'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1293 ***********************************************************************
 PU1293  DESIGNATION -  J 416
 PU1293  PID         -  PU1293
 PU1293  STATE/COUNTY-  SD/BUTTE
 PU1293  COUNTRY     -  US
 PU1293  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1293
 PU1293                         *CURRENT SURVEY CONTROL
 PU1293  ______________________________________________________________________
 PU1293* NAD 83(1986) POSITION- 44 59 43.     (N) 103 00 24.     (W)   SCALED
 PU1293* NAVD 88 ORTHO HEIGHT -   870.165 (meters)     2854.87  (feet) ADJUSTED
 PU1293  ______________________________________________________________________
 PU1293  GEOID HEIGHT    -        -17.211 (meters)                     GEOID18
 PU1293  DYNAMIC HEIGHT  -        869.977 (meters)     2854.25  (feet) COMP
 PU1293  MODELED GRAVITY -    980,370.2   (mgal)                       NAVD 88
 PU1293
 PU1293  VERT ORDER      -  SECOND    CLASS 0
 PU1293
 PU1293.The horizontal coordinates were scaled from a map and have
 PU1293.an estimated accuracy of +/- 6 seconds.
 PU1293
 PU1293.The orthometric height was determined by differential leveling and
 PU1293.adjusted by the NATIONAL GEODETIC SURVEY
 PU1293.in June 1991.
 PU1293
 PU1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1293.GEOID18 height accuracy estimate available here.
 PU1293
 PU1293.Click photographs - Photos may exist for this station.
 PU1293
 PU1293.The dynamic height is computed by dividing the NAVD 88
 PU1293.geopotential number by the normal gravity value computed on the
 PU1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1293.degrees latitude (g = 980.6199 gals.).
 PU1293
 PU1293.The modeled gravity was interpolated from observed gravity values.
 PU1293
 PU1293;                    North         East    Units  Estimated Accuracy
 PU1293;SPC SD N     -   133,520.      362,980.      MT  (+/- 180 meters Scaled)
 PU1293
 PU1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK571843(NAD 83)
 PU1293
 PU1293                          SUPERSEDED SURVEY CONTROL
 PU1293
 PU1293  NGVD 29 (??/??/92)  869.690  (m)         2853.31   (f) ADJ UNCH    2 0
 PU1293
 PU1293.Superseded values are not recommended for survey control.
 PU1293
 PU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1293.See file dsdata.pdf to determine how the superseded data were derived.
 PU1293
 PU1293_MARKER: DB = BENCH MARK DISK
 PU1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1293_STAMPING: J 416 1963
 PU1293_MARK LOGO: CGS
 PU1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1293+STABILITY: SURFACE MOTION
 PU1293
 PU1293  HISTORY     - Date     Condition        Report By
 PU1293  HISTORY     - 1963     MONUMENTED       CGS
 PU1293
 PU1293                          STATION DESCRIPTION
 PU1293
 PU1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1293'32.1 MI NE FROM NEWELL.
 PU1293'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1293'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1293'ROAD, THENCE 4.5 MILES NORTHEAST ALONG A GRAVELED ROAD, ABOUT
 PU1293'1.0 MILE EAST OF A SMALL CHURCH, 134 FEET WEST OF THE NORTH END
 PU1293'OF AN 18-INCH PIPE CULVERT, 28.5 FEET NORTH OF THE CENTERLINE
 PU1293'OF THE ROAD, 2.0 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL
 PU1293'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 PU1293'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU1293'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 1.3 MILES SOUTHWEST
 PU1293'ALONG U.S. HIGHWAY 212 FROM A GRAVELED ROAD INTERSECTION AT
 PU1293'MUD BUTTE, THENCE 5.3 MILES WEST ALONG A GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1321 ***********************************************************************
 PU1321  DESIGNATION -  J 417
 PU1321  PID         -  PU1321
 PU1321  STATE/COUNTY-  SD/BUTTE
 PU1321  COUNTRY     -  US
 PU1321  USGS QUAD   -  CASTLE ROCK (2017)
 PU1321
 PU1321                         *CURRENT SURVEY CONTROL
 PU1321  ______________________________________________________________________
 PU1321* NAD 83(1986) POSITION- 44 57 11.     (N) 103 23 01.     (W)   SCALED
 PU1321* NAVD 88 ORTHO HEIGHT -   946.444 (meters)     3105.13  (feet) ADJUSTED
 PU1321  ______________________________________________________________________
 PU1321  GEOID HEIGHT    -        -16.488 (meters)                     GEOID18
 PU1321  DYNAMIC HEIGHT  -        946.218 (meters)     3104.38  (feet) COMP
 PU1321  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 PU1321
 PU1321  VERT ORDER      -  SECOND    CLASS 0
 PU1321
 PU1321.The horizontal coordinates were scaled from a map and have
 PU1321.an estimated accuracy of +/- 6 seconds.
 PU1321
 PU1321.The orthometric height was determined by differential leveling and
 PU1321.adjusted by the NATIONAL GEODETIC SURVEY
 PU1321.in June 1991.
 PU1321
 PU1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1321.GEOID18 height accuracy estimate available here.
 PU1321
 PU1321.Click photographs - Photos may exist for this station.
 PU1321
 PU1321.The dynamic height is computed by dividing the NAVD 88
 PU1321.geopotential number by the normal gravity value computed on the
 PU1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1321.degrees latitude (g = 980.6199 gals.).
 PU1321
 PU1321.The modeled gravity was interpolated from observed gravity values.
 PU1321
 PU1321;                    North         East    Units  Estimated Accuracy
 PU1321;SPC SD N     -   130,010.      333,090.      MT  (+/- 180 meters Scaled)
 PU1321
 PU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK275790(NAD 83)
 PU1321
 PU1321                          SUPERSEDED SURVEY CONTROL
 PU1321
 PU1321  NGVD 29 (??/??/92)  945.967  (m)         3103.56   (f) ADJ UNCH    2 0
 PU1321
 PU1321.Superseded values are not recommended for survey control.
 PU1321
 PU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1321.See file dsdata.pdf to determine how the superseded data were derived.
 PU1321
 PU1321_MARKER: DB = BENCH MARK DISK
 PU1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1321_STAMPING: J 417 1963
 PU1321_MARK LOGO: CGS
 PU1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1321+STABILITY: SURFACE MOTION
 PU1321
 PU1321  HISTORY     - Date     Condition        Report By
 PU1321  HISTORY     - 1963     MONUMENTED       CGS
 PU1321
 PU1321                          STATION DESCRIPTION
 PU1321
 PU1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1321'2.7 MI SE FROM CASTLE ROCK.
 PU1321'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1321'AT CASTLE ROCK, THENCE 2.1 MILES SOUTHEAST ALONG A GRADED COUNTY
 PU1321'ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 PU1321'SOUTHWEST OF THE WEST END OF A WIRE GATE, 2.4 FEET SOUTH OF AN
 PU1321'EAST-WEST FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU1321'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1321'PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1191 ***********************************************************************
 PU1191  DESIGNATION -  J 418
 PU1191  PID         -  PU1191
 PU1191  STATE/COUNTY-  SD/MEADE
 PU1191  COUNTRY     -  US
 PU1191  USGS QUAD   -  VOLUNTEER (2017)
 PU1191
 PU1191                         *CURRENT SURVEY CONTROL
 PU1191  ______________________________________________________________________
 PU1191* NAD 83(1986) POSITION- 44 30 40.     (N) 103 10 12.     (W)   SCALED
 PU1191* NAVD 88 ORTHO HEIGHT -   812.927 (meters)     2667.08  (feet) ADJUSTED
 PU1191  ______________________________________________________________________
 PU1191  GEOID HEIGHT    -        -16.879 (meters)                     GEOID18
 PU1191  DYNAMIC HEIGHT  -        812.709 (meters)     2666.36  (feet) COMP
 PU1191  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 PU1191
 PU1191  VERT ORDER      -  FIRST     CLASS II
 PU1191
 PU1191.The horizontal coordinates were scaled from a map and have
 PU1191.an estimated accuracy of +/- 6 seconds.
 PU1191
 PU1191.The orthometric height was determined by differential leveling and
 PU1191.adjusted by the NATIONAL GEODETIC SURVEY
 PU1191.in October 1997.
 PU1191
 PU1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1191.GEOID18 height accuracy estimate available here.
 PU1191
 PU1191.Click photographs - Photos may exist for this station.
 PU1191
 PU1191.The dynamic height is computed by dividing the NAVD 88
 PU1191.geopotential number by the normal gravity value computed on the
 PU1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1191.degrees latitude (g = 980.6199 gals.).
 PU1191
 PU1191.The modeled gravity was interpolated from observed gravity values.
 PU1191
 PU1191;                    North         East    Units  Estimated Accuracy
 PU1191;SPC SD N     -    80,250.      348,010.      MT  (+/- 180 meters Scaled)
 PU1191
 PU1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK454302(NAD 83)
 PU1191
 PU1191                          SUPERSEDED SURVEY CONTROL
 PU1191
 PU1191  NAVD 88 (06/15/91)  812.960  (m)         2667.19   (f) SUPERSEDED  1 2
 PU1191  NGVD 29 (??/??/92)  812.481  (m)         2665.61   (f) ADJ UNCH    1 2
 PU1191
 PU1191.Superseded values are not recommended for survey control.
 PU1191
 PU1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1191.See file dsdata.pdf to determine how the superseded data were derived.
 PU1191
 PU1191_MARKER: DB = BENCH MARK DISK
 PU1191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1191_SP_SET: CULVERT HEADWALL
 PU1191_STAMPING: J 418 1963
 PU1191_MARK LOGO: CGS
 PU1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1191+STABILITY: SURFACE MOTION
 PU1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1191+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2012
 PU1191
 PU1191  HISTORY     - Date     Condition        Report By
 PU1191  HISTORY     - 1963     MONUMENTED       CGS
 PU1191  HISTORY     - 19950513 GOOD             NGS
 PU1191  HISTORY     - 20120423 GOOD             INDIV
 PU1191
 PU1191                          STATION DESCRIPTION
 PU1191
 PU1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1191'1.9 MI W FROM VOLUNTEER.
 PU1191'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1191'VOLUNTEER, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 PU1191'HEADWALL OF A 6 X 6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 26
 PU1191'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT EAST OF THE
 PU1191'WEST EDGE OF THE HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1191'HIGHWAY.
 PU1191
 PU1191                          STATION RECOVERY (1995)
 PU1191
 PU1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1191'33.4 KM (20.75 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1191'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 0.1 M
 PU1191'(0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 PU1191'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 375.0 M (1230.3 FT) WEST OF
 PU1191'MILEPOST 55, 7.9 M (25.9 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND
 PU1191'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU1191
 PU1191                          STATION RECOVERY (2012)
 PU1191
 PU1191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1464 ***********************************************************************
 PU1464  DESIGNATION -  J 419
 PU1464  PID         -  PU1464
 PU1464  STATE/COUNTY-  SD/MEADE
 PU1464  COUNTRY     -  US
 PU1464  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU1464
 PU1464                         *CURRENT SURVEY CONTROL
 PU1464  ______________________________________________________________________
 PU1464* NAD 83(1986) POSITION- 44 29 25.     (N) 103 12 10.     (W)   SCALED
 PU1464* NAVD 88 ORTHO HEIGHT -   820.874 (meters)     2693.15  (feet) ADJUSTED
 PU1464  ______________________________________________________________________
 PU1464  GEOID HEIGHT    -        -16.744 (meters)                     GEOID18
 PU1464  DYNAMIC HEIGHT  -        820.650 (meters)     2692.42  (feet) COMP
 PU1464  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 PU1464
 PU1464  VERT ORDER      -  FIRST     CLASS II
 PU1464
 PU1464.The horizontal coordinates were scaled from a map and have
 PU1464.an estimated accuracy of +/- 6 seconds.
 PU1464
 PU1464.The orthometric height was determined by differential leveling and
 PU1464.adjusted by the NATIONAL GEODETIC SURVEY
 PU1464.in October 1997.
 PU1464
 PU1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1464.GEOID18 height accuracy estimate available here.
 PU1464
 PU1464.Click photographs - Photos may exist for this station.
 PU1464
 PU1464.The dynamic height is computed by dividing the NAVD 88
 PU1464.geopotential number by the normal gravity value computed on the
 PU1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1464.degrees latitude (g = 980.6199 gals.).
 PU1464
 PU1464.The modeled gravity was interpolated from observed gravity values.
 PU1464
 PU1464;                    North         East    Units  Estimated Accuracy
 PU1464;SPC SD N     -    78,040.      345,310.      MT  (+/- 180 meters Scaled)
 PU1464
 PU1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK428279(NAD 83)
 PU1464
 PU1464                          SUPERSEDED SURVEY CONTROL
 PU1464
 PU1464  NAVD 88 (06/15/91)  820.902  (m)         2693.24   (f) SUPERSEDED  1 2
 PU1464  NGVD 29 (??/??/92)  820.422  (m)         2691.67   (f) ADJ UNCH    1 2
 PU1464
 PU1464.Superseded values are not recommended for survey control.
 PU1464
 PU1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1464.See file dsdata.pdf to determine how the superseded data were derived.
 PU1464
 PU1464_MARKER: DB = BENCH MARK DISK
 PU1464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1464_SP_SET: HEADWALL
 PU1464_STAMPING: J 419 1963
 PU1464_MARK LOGO: CGS
 PU1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1464+STABILITY: SURFACE MOTION
 PU1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1464+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 PU1464
 PU1464  HISTORY     - Date     Condition        Report By
 PU1464  HISTORY     - 1963     MONUMENTED       CGS
 PU1464  HISTORY     - 19950513 GOOD             NGS
 PU1464  HISTORY     - 20120420 GOOD             INDIV
 PU1464
 PU1464                          STATION DESCRIPTION
 PU1464
 PU1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1464'4 MI W FROM VOLUNTEER.
 PU1464'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1464'VOLUNTEER, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 PU1464'HEADWALL OF A 10 X 20 FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 PU1464'38 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT EAST
 PU1464'OF THE WEST EDGE OF THE HEADWALL, AND ABOUT 4 FEET BELOW THE
 PU1464'LEVEL OF THE HIGHWAY.
 PU1464
 PU1464                          STATION RECOVERY (1995)
 PU1464
 PU1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1464'30.0 KM (18.65 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1464'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 0.2 M
 PU1464'(0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 PU1464'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 641.0 M (2103.0 FT) WEST OF
 PU1464'MILEPOST 53, 11.2 M (36.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND
 PU1464'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU1464
 PU1464                          STATION RECOVERY (2012)
 PU1464
 PU1464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0614 ***********************************************************************
 OT0614  DESIGNATION -  J 427
 OT0614  PID         -  OT0614
 OT0614  STATE/COUNTY-  SD/FALL RIVER
 OT0614  COUNTRY     -  US
 OT0614  USGS QUAD   -  EDGEMONT (2017)
 OT0614
 OT0614                         *CURRENT SURVEY CONTROL
 OT0614  ______________________________________________________________________
 OT0614* NAD 83(1986) POSITION- 43 15 39.     (N) 103 49 04.     (W)   SCALED
 OT0614* NAVD 88 ORTHO HEIGHT -  1138.027 (meters)     3733.68  (feet) ADJUSTED
 OT0614  ______________________________________________________________________
 OT0614  GEOID HEIGHT    -        -15.146 (meters)                     GEOID18
 OT0614  DYNAMIC HEIGHT  -       1137.541 (meters)     3732.08  (feet) COMP
 OT0614  MODELED GRAVITY -    980,152.2   (mgal)                       NAVD 88
 OT0614
 OT0614  VERT ORDER      -  FIRST     CLASS II
 OT0614
 OT0614.The horizontal coordinates were scaled from a map and have
 OT0614.an estimated accuracy of +/- 6 seconds.
 OT0614
 OT0614.The orthometric height was determined by differential leveling and
 OT0614.adjusted by the NATIONAL GEODETIC SURVEY
 OT0614.in June 1991.
 OT0614
 OT0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0614.GEOID18 height accuracy estimate available here.
 OT0614
 OT0614.Click photographs - Photos may exist for this station.
 OT0614
 OT0614.The dynamic height is computed by dividing the NAVD 88
 OT0614.geopotential number by the normal gravity value computed on the
 OT0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0614.degrees latitude (g = 980.6199 gals.).
 OT0614
 OT0614.The modeled gravity was interpolated from observed gravity values.
 OT0614
 OT0614;                    North         East    Units  Estimated Accuracy
 OT0614;SPC SD S     -   108,970.      317,180.      MT  (+/- 180 meters Scaled)
 OT0614
 OT0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH959904(NAD 83)
 OT0614
 OT0614                          SUPERSEDED SURVEY CONTROL
 OT0614
 OT0614.No superseded survey control is available for this station.
 OT0614
 OT0614_MARKER: I = METAL ROD
 OT0614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0614+WITH SETTING: INFORMATION.
 OT0614_STAMPING: J 427 1985
 OT0614_MARK LOGO: NGS
 OT0614_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0614_ROD/PIPE-DEPTH: 0.5 meters
 OT0614
 OT0614  HISTORY     - Date     Condition        Report By
 OT0614  HISTORY     - 1985     MONUMENTED       NGS
 OT0614
 OT0614                          STATION DESCRIPTION
 OT0614
 OT0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0614'8.4 KM (5.2 MI) NORTH FROM PROVO.
 OT0614'8.4 KM (5.2 MI) NORTH ALONG STATE HIGHWAY 471 FROM THE POST OFFICE AT
 OT0614'PROVO, AT A FENCE CORNER AND AN ENTRANCE LEADING WEST TO A PASTURE,
 OT0614'16.5 METERS (54 FT) WEST OF THE HIGHWAY CENTERLINE AND 11.0 METERS
 OT0614'(36 FT) SOUTH OF THE CENTER OF A WIRE GATE AT THE ENTRANCE TO THE
 OT0614'PASTURE.  ROD ANCHORED AT 1.5 FEET.  NOTE--ACCESS TO DATUM POINT IS
 OT0614'HAD THROUGH A 5-INCH LOGO CAP.
 OT0614'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0614'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0642 ***********************************************************************
 QS0642  DESIGNATION -  J 428
 QS0642  PID         -  QS0642
 QS0642  STATE/COUNTY-  SD/CORSON
 QS0642  COUNTRY     -  US
 QS0642  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0642
 QS0642                         *CURRENT SURVEY CONTROL
 QS0642  ______________________________________________________________________
 QS0642* NAD 83(1986) POSITION- 45 36 09.     (N) 101 24 00.     (W)   SCALED
 QS0642* NAVD 88 ORTHO HEIGHT -   680.794 (meters)     2233.57  (feet) ADJUSTED
 QS0642  ______________________________________________________________________
 QS0642  GEOID HEIGHT    -        -20.407 (meters)                     GEOID18
 QS0642  DYNAMIC HEIGHT  -        680.716 (meters)     2233.32  (feet) COMP
 QS0642  MODELED GRAVITY -    980,479.6   (mgal)                       NAVD 88
 QS0642
 QS0642  VERT ORDER      -  FIRST     CLASS II
 QS0642
 QS0642.The horizontal coordinates were scaled from a map and have
 QS0642.an estimated accuracy of +/- 6 seconds.
 QS0642
 QS0642.The orthometric height was determined by differential leveling and
 QS0642.adjusted by the NATIONAL GEODETIC SURVEY
 QS0642.in June 1991.
 QS0642
 QS0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0642.GEOID18 height accuracy estimate available here.
 QS0642
 QS0642.Click photographs - Photos may exist for this station.
 QS0642
 QS0642.The dynamic height is computed by dividing the NAVD 88
 QS0642.geopotential number by the normal gravity value computed on the
 QS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0642.degrees latitude (g = 980.6199 gals.).
 QS0642
 QS0642.The modeled gravity was interpolated from observed gravity values.
 QS0642
 QS0642;                    North         East    Units  Estimated Accuracy
 QS0642;SPC SD N     -   197,540.      490,780.      MT  (+/- 180 meters Scaled)
 QS0642
 QS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR128526(NAD 83)
 QS0642
 QS0642                          SUPERSEDED SURVEY CONTROL
 QS0642
 QS0642.No superseded survey control is available for this station.
 QS0642
 QS0642_MARKER: I = METAL ROD
 QS0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0642_STAMPING: J 428 1985
 QS0642_MARK LOGO: NGS
 QS0642_PROJECTION: FLUSH
 QS0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0642_ROD/PIPE-DEPTH: 4.9 meters
 QS0642
 QS0642  HISTORY     - Date     Condition        Report By
 QS0642  HISTORY     - 1985     MONUMENTED       NGS
 QS0642
 QS0642                          STATION DESCRIPTION
 QS0642
 QS0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0642'24.1 KM (15.0 MI) NORTH FROM ISABEL.
 QS0642'24.1 KM (14.95 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0642'ISABEL, NEAR MILEPOST 208, 30.8 METERS (101 FT) EAST-SOUTHEAST OF THE
 QS0642'HIGHWAY CENTERLINE, 23.5 METERS (77 FT) EAST-SOUTHEAST OF THE
 QS0642'MILEPOST, 11.0 METERS (36 FT) NORTH-NORTHEAST OF A CONCRETE
 QS0642'RIGHT-OF-WAY POST AND 0.3 METER (1 FT) NORTH-NORTHWEST OF THE
 QS0642'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0642'5-INCH LOGO CAP.
 QS0642'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0642'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0622 ***********************************************************************
 OT0622  DESIGNATION -  J 429
 OT0622  PID         -  OT0622
 OT0622  STATE/COUNTY-  SD/FALL RIVER
 OT0622  COUNTRY     -  US
 OT0622  USGS QUAD   -  EDGEMONT SW (2017)
 OT0622
 OT0622                         *CURRENT SURVEY CONTROL
 OT0622  ______________________________________________________________________
 OT0622* NAD 83(1986) POSITION- 43 22 22.     (N) 103 53 44.     (W)   SCALED
 OT0622* NAVD 88 ORTHO HEIGHT -  1069.706 (meters)     3509.53  (feet) ADJUSTED
 OT0622  ______________________________________________________________________
 OT0622  GEOID HEIGHT    -        -14.882 (meters)                     GEOID18
 OT0622  DYNAMIC HEIGHT  -       1069.265 (meters)     3508.08  (feet) COMP
 OT0622  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 OT0622
 OT0622  VERT ORDER      -  FIRST     CLASS II
 OT0622
 OT0622.The horizontal coordinates were scaled from a map and have
 OT0622.an estimated accuracy of +/- 6 seconds.
 OT0622
 OT0622.The orthometric height was determined by differential leveling and
 OT0622.adjusted by the NATIONAL GEODETIC SURVEY
 OT0622.in June 1991.
 OT0622
 OT0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0622.GEOID18 height accuracy estimate available here.
 OT0622
 OT0622.Click photographs - Photos may exist for this station.
 OT0622
 OT0622.The dynamic height is computed by dividing the NAVD 88
 OT0622.geopotential number by the normal gravity value computed on the
 OT0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0622.degrees latitude (g = 980.6199 gals.).
 OT0622
 OT0622.The modeled gravity was interpolated from observed gravity values.
 OT0622
 OT0622;                    North         East    Units  Estimated Accuracy
 OT0622;SPC SD S     -   121,660.      311,410.      MT  (+/- 180 meters Scaled)
 OT0622
 OT0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ894028(NAD 83)
 OT0622
 OT0622                          SUPERSEDED SURVEY CONTROL
 OT0622
 OT0622.No superseded survey control is available for this station.
 OT0622
 OT0622_MARKER: I = METAL ROD
 OT0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0622_STAMPING: J 429 1985
 OT0622_MARK LOGO: NGS
 OT0622_PROJECTION: FLUSH
 OT0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0622_ROD/PIPE-DEPTH: 5.8 meters
 OT0622
 OT0622  HISTORY     - Date     Condition        Report By
 OT0622  HISTORY     - 1985     MONUMENTED       NGS
 OT0622
 OT0622                          STATION DESCRIPTION
 OT0622
 OT0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0622'10.7 KM (6.65 MI) NORTH FROM EDGEMONT.
 OT0622'10.7 KM (6.65 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0622'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0622'EDGEMONT, 0.1 KM (0.05 MI) SOUTHEAST ACROSS THE ROAD FROM A FRAME
 OT0622'HOUSE, ON THE INSIDE OF THE SOUTHEAST END OF A CURVE, 14.3 METERS (47
 OT0622'FT) NORTHEAST OF THE CENTER OF THE ROAD, 24.5 METERS (80.5 FT)
 OT0622'SOUTHEAST OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTHWEST OF THE
 OT0622'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0622'5-INCH LOGO CAP.
 OT0622'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0622'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0653 ***********************************************************************
 OT0653  CBN         -  This is a Cooperative Base Network Control Station.
 OT0653  DESIGNATION -  J 430
 OT0653  PID         -  OT0653
 OT0653  STATE/COUNTY-  SD/FALL RIVER
 OT0653  COUNTRY     -  US
 OT0653  USGS QUAD   -  HOT SPRINGS (2017)
 OT0653
 OT0653                         *CURRENT SURVEY CONTROL
 OT0653  ______________________________________________________________________
 OT0653* NAD 83(2011) POSITION- 43 23 58.50021(N) 103 23 54.25691(W)   ADJUSTED
 OT0653* NAD 83(2011) ELLIP HT-   960.445 (meters)        (06/27/12)   ADJUSTED
 OT0653* NAD 83(2011) EPOCH   -  2010.00
 OT0653* NAVD 88 ORTHO HEIGHT -   976.416 (meters)     3203.46  (feet) ADJUSTED
 OT0653  ______________________________________________________________________
 OT0653  GEOID HEIGHT    -        -16.011 (meters)                     GEOID18
 OT0653  NAD 83(2011) X  - -1,075,708.902 (meters)                     COMP
 OT0653  NAD 83(2011) Y  - -4,515,911.089 (meters)                     COMP
 OT0653  NAD 83(2011) Z  -  4,360,522.351 (meters)                     COMP
 OT0653  LAPLACE CORR    -        -10.41  (seconds)                    DEFLEC18
 OT0653  DYNAMIC HEIGHT  -        976.024 (meters)     3202.17  (feet) COMP
 OT0653  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 OT0653
 OT0653  VERT ORDER      -  FIRST     CLASS II
 OT0653
 OT0653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0653  Standards:
 OT0653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0653  -------------------------------------------------------------------
 OT0653  NETWORK    0.92   2.21           0.43   0.30   1.13     -0.05535248
 OT0653  -------------------------------------------------------------------
 OT0653  Click here for local accuracies and other accuracy information.
 OT0653
 OT0653.The horizontal coordinates were established by GPS observations
 OT0653.and adjusted by the National Geodetic Survey in June 2012.
 OT0653
 OT0653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0653.been affixed to the stable North American tectonic plate. See 
 OT0653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0653
 OT0653.The horizontal coordinates are valid at the epoch date displayed above
 OT0653.which is a decimal equivalence of Year/Month/Day.
 OT0653
 OT0653.The orthometric height was determined by differential leveling and
 OT0653.adjusted by the NATIONAL GEODETIC SURVEY
 OT0653.in June 1991.
 OT0653
 OT0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0653.GEOID18 height accuracy estimate available here.
 OT0653
 OT0653.Click photographs - Photos may exist for this station.
 OT0653
 OT0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0653
 OT0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0653
 OT0653.The ellipsoidal height was determined by GPS observations
 OT0653.and is referenced to NAD 83.
 OT0653
 OT0653.The dynamic height is computed by dividing the NAVD 88
 OT0653.geopotential number by the normal gravity value computed on the
 OT0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0653.degrees latitude (g = 980.6199 gals.).
 OT0653
 OT0653.The modeled gravity was interpolated from observed gravity values.
 OT0653
 OT0653. The following values were computed from the NAD 83(2011) position.
 OT0653
 OT0653;                    North         East     Units Scale Factor Converg.
 OT0653;SPC SD S     -   123,031.421   351,774.440   MT  0.99991413   -2 06 52.0
 OT0653;SPC SD S     -   403,645.59  1,154,113.31   sFT  0.99991413   -2 06 52.0
 OT0653;UTM  13      - 4,806,435.044   629,695.253   MT  0.99980691   +1 06 02.1
 OT0653
 OT0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0653!SPC SD S     -   0.99984941  x   0.99991413  =   0.99976355
 OT0653!UTM  13      -   0.99984941  x   0.99980691  =   0.99965635
 OT0653
 OT0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2969506435(NAD 83)
 OT0653
 OT0653                          SUPERSEDED SURVEY CONTROL
 OT0653
 OT0653  NAD 83(2007)-  43 23 58.50006(N)    103 23 54.25803(W) AD(2002.00) 0
 OT0653  ELLIP H (02/10/07)  960.473  (m)                       GP(2002.00)    
 OT0653  ELLIP H (04/15/04)  960.462  (m)                       GP(       ) 2 1
 OT0653  NAD 83(1996)-  43 23 58.49933(N)    103 23 54.25810(W) AD(       ) B
 OT0653  ELLIP H (04/18/97)  960.518  (m)                       GP(       ) 4 1
 OT0653  NAVD 88             976.42   (m)         3203.5    (f) LEVELING    3  
 OT0653
 OT0653.Superseded values are not recommended for survey control.
 OT0653
 OT0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0653.See file dsdata.pdf to determine how the superseded data were derived.
 OT0653
 OT0653_MARKER: I = METAL ROD
 OT0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0653_STAMPING: J 430 1985
 OT0653_MARK LOGO: NGS
 OT0653_PROJECTION: FLUSH
 OT0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0653+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 OT0653_ROD/PIPE-DEPTH: 3.6 meters
 OT0653
 OT0653  HISTORY     - Date     Condition        Report By
 OT0653  HISTORY     - 1985     MONUMENTED       NGS
 OT0653  HISTORY     - 19931021 GOOD             NGS
 OT0653  HISTORY     - 19950410 GOOD             NGS
 OT0653  HISTORY     - 19960821 GOOD             NGS
 OT0653  HISTORY     - 20050801 GOOD             USPSQD
 OT0653  HISTORY     - 20071025 GOOD             GEOCAC
 OT0653  HISTORY     - 20100609 GOOD             WOOLPT
 OT0653
 OT0653                          STATION DESCRIPTION
 OT0653
 OT0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0653'8.0 KM (5.0 MI) SE FROM HOT SPRINGS.
 OT0653'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 OT0653'8.0 KM (5.0 MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR
 OT0653'JUNCTION AT HOT SPRINGS, AT THE INSIDE OF A FENCE CORNER FOR AN OFFSET
 OT0653'IN THE RIGHT-OF-WAY FENCE, IN THE WEST CORNER OF THE T JUNCTION OF
 OT0653'STATE HIGHWAY 79, 45.9 METERS (150.5 FT) SOUTHWEST OF THE HIGHWAY
 OT0653'CENTERLINE, 93.6 METERS (307 FT) NORTHWEST OF THE SOUTH BOUND LANES OF
 OT0653'STATE HIGHWAY 79, 0.6 METER (2 FT) EAST OF THE RIGHT-OF-WAY FENCE AND
 OT0653'0.6 METER (2 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0653'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0653'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 OT0653
 OT0653                          STATION RECOVERY (1993)
 OT0653
 OT0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0653'6.6 KM (4.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0653'U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, AT THE INTERSECTION OF STATE
 OT0653'HIGHWAY 79, 93.6 M (307.1 FT) WEST OF THE CENTERLINE OF THE
 OT0653'SOUTHBOUND LANES OF THE HIGHWAY, 45.9 M (150.6 FT) SOUTH OF THE
 OT0653'HIGHWAY CENTERLINE, 0.6 M (2.0 FT) EAST OF A FENCE, 0.6 M (2.0 FT)
 OT0653'SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OT0653'AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 OT0653'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0653
 OT0653                          STATION RECOVERY (1995)
 OT0653
 OT0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0653'6.6 KM (4.10 MI) EASTERLY ALONG U.S. HIGHWAYS 385 AND 18 FROM THE
 OT0653'JUNCTION OF U.S. HIGHWAY 18 BYPASS IN HOT SPRINGS, AT THE INTERSECTION
 OT0653'OF STATE HIGHWAY 79 LEADING NORTH, 93.6 M (307.1 FT) WEST OF THE
 OT0653'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 45.9 M (150.6 FT)
 OT0653'SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) EAST OF A FENCE, 0.6 M
 OT0653'(2.0 FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OT0653'HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS
 OT0653'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0653
 OT0653                          STATION RECOVERY (1996)
 OT0653
 OT0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0653'THE STATION IS LOCATED 7.5 MI (12.1 KM) SOUTHWEST OF BUFFALO GAP AND
 OT0653'5.0 MI (8.0 KM) EAST OF HOT SPRINGS, AT THE JUNCTION OF U.S. HIGHWAYS
 OT0653'18 AND 385 AND STATE HIGHWAY 79 (KNOWN LOCALLY AS MAVERICK JUNCTION).
 OT0653'TO REACH THE STATION FROM THE POST OFFICE IN HOT SPRINGS, GO EAST ON
 OT0653'U.S. HIGHWAYS 18 AND 385 FOR 5.0 MI (8.0 KM) TO THE STATION ON THE
 OT0653'RIGHT.  THE STATION IS LOCATED 94.0 M (308.4 FT) WEST OF THE
 OT0653'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAYS 18 AND 385 NEAR
 OT0653'THE BEGINNING OF STATE HIGHWAY 79 NORTH, 45.8 M (150.3 FT) SOUTH OF
 OT0653'THE CENTERLINE OF U.S. HIGHWAYS 18 AND 385 WESTBOUND, 15.7 M (51.5 FT)
 OT0653'SOUTH OF A FENCE CORNER AND A FIELD ENTRANCE, 0.5 M (1.6 FT)
 OT0653'EAST-NORTHEAST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OT0653'WESTBOUND HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND
 OT0653'0.12 M (0.39 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM
 OT0653'POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0653
 OT0653                          STATION RECOVERY (2005)
 OT0653
 OT0653'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGH)
 OT0653'RECOVERED IN GOOD CONDITION.
 OT0653
 OT0653                          STATION RECOVERY (2007)
 OT0653
 OT0653'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0653'RECOVERED IN GOOD CONDITION.
 OT0653
 OT0653                          STATION RECOVERY (2010)
 OT0653
 OT0653'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 OT0653'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0679 ***********************************************************************
 OT0679  DESIGNATION -  J 431
 OT0679  PID         -  OT0679
 OT0679  STATE/COUNTY-  SD/PENNINGTON
 OT0679  COUNTRY     -  US
 OT0679  USGS QUAD   -  HERMOSA NW (2017)
 OT0679
 OT0679                         *CURRENT SURVEY CONTROL
 OT0679  ______________________________________________________________________
 OT0679* NAD 83(1986) POSITION- 43 54 52.79   (N) 103 11 59.59   (W)   HD_HELD1
 OT0679* NAVD 88 ORTHO HEIGHT -  1074.296 (meters)     3524.59  (feet) ADJUSTED
 OT0679  ______________________________________________________________________
 OT0679  GEOID HEIGHT    -        -15.999 (meters)                     GEOID18
 OT0679  DYNAMIC HEIGHT  -       1073.894 (meters)     3523.27  (feet) COMP
 OT0679  MODELED GRAVITY -    980,207.4   (mgal)                       NAVD 88
 OT0679
 OT0679  VERT ORDER      -  FIRST     CLASS II
 OT0679
 OT0679.The horizontal coordinates were determined by differentially corrected
 OT0679.hand held GPS observations or other comparable positioning techniques
 OT0679.and have an estimated accuracy of +/- 3 meters.
 OT0679
 OT0679.The orthometric height was determined by differential leveling and
 OT0679.adjusted by the NATIONAL GEODETIC SURVEY
 OT0679.in June 1991.
 OT0679
 OT0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0679.GEOID18 height accuracy estimate available here.
 OT0679
 OT0679.Click photographs - Photos may exist for this station.
 OT0679
 OT0679.The dynamic height is computed by dividing the NAVD 88
 OT0679.geopotential number by the normal gravity value computed on the
 OT0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0679.degrees latitude (g = 980.6199 gals.).
 OT0679
 OT0679.The modeled gravity was interpolated from observed gravity values.
 OT0679
 OT0679;                    North         East    Units  Estimated Accuracy
 OT0679;SPC SD S     -   179,646.4     369,819.5     MT  (+/- 3 meters HH1 GPS) 
 OT0679
 OT0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4453063969(NAD 83)
 OT0679
 OT0679                          SUPERSEDED SURVEY CONTROL
 OT0679
 OT0679.No superseded survey control is available for this station.
 OT0679
 OT0679_MARKER: I = METAL ROD
 OT0679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0679_STAMPING: J 431 1985
 OT0679_MARK LOGO: NGS
 OT0679_PROJECTION: FLUSH
 OT0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0679+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 OT0679_ROD/PIPE-DEPTH: 4.5 meters
 OT0679
 OT0679  HISTORY     - Date     Condition        Report By
 OT0679  HISTORY     - 1985     MONUMENTED       NGS
 OT0679  HISTORY     - 20120313 GOOD             INDIV
 OT0679
 OT0679                          STATION DESCRIPTION
 OT0679
 OT0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0679'8.3 KM (5.15 MI) NORTH FROM HERMOSA.
 OT0679'8.35 KM (5.2 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0679'STATE HIGHWAY 40 EAST AT HERMOSA, 2.1 KM (1.3 MI) NORTH OF THE T
 OT0679'JUNCTION OF COUNTY ROAD T 302, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 66,
 OT0679'29.7 METERS (97.5 FT) WEST OF THE HIGHWAY CENTERLINE, 5.9 METERS (19.5
 OT0679'FT) SOUTH OF A POWER POLE, 5.5 METERS (18 FT) NORTH OF THE NORTH END
 OT0679'OF A BRACE IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) EAST OF THE
 OT0679'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0679'5-INCH LOGO CAP.
 OT0679'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0679'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 OT0679
 OT0679                          STATION RECOVERY (2012)
 OT0679
 OT0679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0899 ***********************************************************************
 PT0899  DESIGNATION -  J 432
 PT0899  PID         -  PT0899
 PT0899  STATE/COUNTY-  SD/HAAKON
 PT0899  COUNTRY     -  US
 PT0899  USGS QUAD   -  MIDLAND (2017)
 PT0899
 PT0899                         *CURRENT SURVEY CONTROL
 PT0899  ______________________________________________________________________
 PT0899* NAD 83(1986) POSITION- 44 01 55.     (N) 101 09 24.     (W)   SCALED
 PT0899* NAVD 88 ORTHO HEIGHT -   657.621 (meters)     2157.54  (feet) ADJUSTED
 PT0899  ______________________________________________________________________
 PT0899  GEOID HEIGHT    -        -22.887 (meters)                     GEOID18
 PT0899  DYNAMIC HEIGHT  -        657.432 (meters)     2156.92  (feet) COMP
 PT0899  MODELED GRAVITY -    980,309.8   (mgal)                       NAVD 88
 PT0899
 PT0899  VERT ORDER      -  FIRST     CLASS II
 PT0899
 PT0899.The horizontal coordinates were scaled from a map and have
 PT0899.an estimated accuracy of +/- 6 seconds.
 PT0899
 PT0899.The orthometric height was determined by differential leveling and
 PT0899.adjusted by the NATIONAL GEODETIC SURVEY
 PT0899.in June 1991.
 PT0899
 PT0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0899.GEOID18 height accuracy estimate available here.
 PT0899
 PT0899.Click photographs - Photos may exist for this station.
 PT0899
 PT0899.The dynamic height is computed by dividing the NAVD 88
 PT0899.geopotential number by the normal gravity value computed on the
 PT0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0899.degrees latitude (g = 980.6199 gals.).
 PT0899
 PT0899.The modeled gravity was interpolated from observed gravity values.
 PT0899
 PT0899;                    North         East    Units  Estimated Accuracy
 PT0899;SPC SD S     -   189,030.      534,010.      MT  (+/- 180 meters Scaled)
 PT0899
 PT0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP271776(NAD 83)
 PT0899
 PT0899                          SUPERSEDED SURVEY CONTROL
 PT0899
 PT0899.No superseded survey control is available for this station.
 PT0899
 PT0899_MARKER: I = METAL ROD
 PT0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0899_STAMPING: J 432 1985
 PT0899_MARK LOGO: NGS
 PT0899_PROJECTION: FLUSH
 PT0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0899+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0899_ROD/PIPE-DEPTH: 3.7 meters
 PT0899
 PT0899  HISTORY     - Date     Condition        Report By
 PT0899  HISTORY     - 1985     MONUMENTED       NGS
 PT0899  HISTORY     - 20120605 GOOD             INDIV
 PT0899
 PT0899                          STATION DESCRIPTION
 PT0899
 PT0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0899'4.6 KM (2.85 MI) SOUTH FROM MIDLAND.
 PT0899'4.60 KM (2.86 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF
 PT0899'US HIGHWAY 14 AT MIDLAND, IN THE NORTH CORNER OF THE T JUNCTION OF A
 PT0899'TRACK ROAD LEADING NORTH, AT THE SOUTHEAST END OF A CUT, 0.09 KM (0.06
 PT0899'MI) NORTHWEST OF MILEPOST 94, 30.2 METERS (99 FT) NORTHEAST OF THE
 PT0899'HIGHWAY CENTERLINE, 7.6 METERS (25 FT) NORTHWEST OF THE CENTER OF THE
 PT0899'TRACK ROAD AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 PT0899'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0899'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PT0899'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0899
 PT0899                          STATION RECOVERY (2012)
 PT0899
 PT0899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0937 ***********************************************************************
 PT0937  DESIGNATION -  J 433
 PT0937  PID         -  PT0937
 PT0937  STATE/COUNTY-  SD/STANLEY
 PT0937  COUNTRY     -  US
 PT0937  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0937
 PT0937                         *CURRENT SURVEY CONTROL
 PT0937  ______________________________________________________________________
 PT0937* NAD 83(1986) POSITION- 44 37 56.     (N) 101 08 10.     (W)   SCALED
 PT0937* NAVD 88 ORTHO HEIGHT -   653.192 (meters)     2143.01  (feet) ADJUSTED
 PT0937  ______________________________________________________________________
 PT0937  GEOID HEIGHT    -        -21.989 (meters)                     GEOID18
 PT0937  DYNAMIC HEIGHT  -        653.041 (meters)     2142.52  (feet) COMP
 PT0937  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 PT0937
 PT0937  VERT ORDER      -  FIRST     CLASS II
 PT0937
 PT0937.The horizontal coordinates were scaled from a map and have
 PT0937.an estimated accuracy of +/- 6 seconds.
 PT0937
 PT0937.The orthometric height was determined by differential leveling and
 PT0937.adjusted by the NATIONAL GEODETIC SURVEY
 PT0937.in June 1991.
 PT0937
 PT0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0937.GEOID18 height accuracy estimate available here.
 PT0937
 PT0937.Click photographs - Photos may exist for this station.
 PT0937
 PT0937.The dynamic height is computed by dividing the NAVD 88
 PT0937.geopotential number by the normal gravity value computed on the
 PT0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0937.degrees latitude (g = 980.6199 gals.).
 PT0937
 PT0937.The modeled gravity was interpolated from observed gravity values.
 PT0937
 PT0937;                    North         East    Units  Estimated Accuracy
 PT0937;SPC SD S     -   255,710.      536,300.      MT  (+/- 180 meters Scaled)
 PT0937
 PT0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ305443(NAD 83)
 PT0937
 PT0937                          SUPERSEDED SURVEY CONTROL
 PT0937
 PT0937.No superseded survey control is available for this station.
 PT0937
 PT0937_MARKER: I = METAL ROD
 PT0937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0937_STAMPING: J 433 1985
 PT0937_MARK LOGO: NGS
 PT0937_PROJECTION: FLUSH
 PT0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0937+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0937_ROD/PIPE-DEPTH: 7.3 meters
 PT0937
 PT0937  HISTORY     - Date     Condition        Report By
 PT0937  HISTORY     - 1985     MONUMENTED       NGS
 PT0937  HISTORY     - 20110407 GOOD             INDIV
 PT0937
 PT0937                          STATION DESCRIPTION
 PT0937
 PT0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0937'52.3 KM (32.5 MI) SOUTH FROM EAGLE BUTTE.
 PT0937'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0937'STREET AT EAGLE BUTTE, THENCE 48.75 KM (30.30 MI) SOUTH ALONG STATE
 PT0937'HIGHWAY 63, AT THE SOUTH END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE,
 PT0937'IN THE SOUTHEAST CORNER OF THE JUNCTION OF FIELD ACCESS ROADS, 0.10 KM
 PT0937'(0.06 MI) NORTH OF MILEPOST 137, 23.2 METERS (76 FT) EAST OF THE
 PT0937'HIGHWAY CENTERLINE, 6.7 METERS (22 FT) SOUTH OF THE CENTER OF A FIELD
 PT0937'ACCESS ROAD, 8.8 METERS (29 FT) EAST-NORTHEAST OF THE SOUTH END OF A
 PT0937'18-INCH PIPE CULVERT UNDER THE ACCESS ROAD AND 0.3 METER (1 FT) WEST
 PT0937'OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 PT0937'A 5-INCH LOGO CAP.
 PT0937'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 PT0937'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0937
 PT0937                          STATION RECOVERY (2011)
 PT0937
 PT0937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0937'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0665 ***********************************************************************
 OS0665  DESIGNATION -  J 434
 OS0665  PID         -  OS0665
 OS0665  STATE/COUNTY-  SD/JONES
 OS0665  COUNTRY     -  US
 OS0665  USGS QUAD   -  STAMFORD (2017)
 OS0665
 OS0665                         *CURRENT SURVEY CONTROL
 OS0665  ______________________________________________________________________
 OS0665* NAD 83(1986) POSITION- 43 53 55.     (N) 101 03 51.     (W)   SCALED
 OS0665* NAVD 88 ORTHO HEIGHT -   735.833 (meters)     2414.15  (feet) ADJUSTED
 OS0665  ______________________________________________________________________
 OS0665  GEOID HEIGHT    -        -23.209 (meters)                     GEOID18
 OS0665  DYNAMIC HEIGHT  -        735.596 (meters)     2413.37  (feet) COMP
 OS0665  MODELED GRAVITY -    980,272.4   (mgal)                       NAVD 88
 OS0665
 OS0665  VERT ORDER      -  FIRST     CLASS II
 OS0665
 OS0665.The horizontal coordinates were scaled from a map and have
 OS0665.an estimated accuracy of +/- 6 seconds.
 OS0665
 OS0665.The orthometric height was determined by differential leveling and
 OS0665.adjusted by the NATIONAL GEODETIC SURVEY
 OS0665.in June 1991.
 OS0665
 OS0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0665.GEOID18 height accuracy estimate available here.
 OS0665
 OS0665.Click photographs - Photos may exist for this station.
 OS0665
 OS0665.The dynamic height is computed by dividing the NAVD 88
 OS0665.geopotential number by the normal gravity value computed on the
 OS0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0665.degrees latitude (g = 980.6199 gals.).
 OS0665
 OS0665.The modeled gravity was interpolated from observed gravity values.
 OS0665
 OS0665;                    North         East    Units  Estimated Accuracy
 OS0665;SPC SD S     -   174,150.      541,290.      MT  (+/- 180 meters Scaled)
 OS0665
 OS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP342626(NAD 83)
 OS0665
 OS0665                          SUPERSEDED SURVEY CONTROL
 OS0665
 OS0665.No superseded survey control is available for this station.
 OS0665
 OS0665_MARKER: I = METAL ROD
 OS0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0665_STAMPING: J 434 1985
 OS0665_MARK LOGO: NGS
 OS0665_PROJECTION: FLUSH
 OS0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0665+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0665_ROD/PIPE-DEPTH: 4.9 meters
 OS0665
 OS0665  HISTORY     - Date     Condition        Report By
 OS0665  HISTORY     - 1985     MONUMENTED       NGS
 OS0665  HISTORY     - 20130114 GOOD             INDIV
 OS0665
 OS0665                          STATION DESCRIPTION
 OS0665
 OS0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0665'14.4 KM (8.95 MI) WEST FROM OKATON.
 OS0665'14.42 KM (8.96 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0665'OF I 90 EXIT 183 AT OKATON, AT THE JONES-JACKSON COUNTY LINE, IN THE
 OS0665'SOUTHEAST CORNER OF THE INTERSECTION OF FIELD ACCESS ROADS, 29.6
 OS0665'METERS (97 FT) SOUTH OF THE CENTER OF THE SERVICE ROAD, 5.8 METERS (19
 OS0665'FT) EAST OF THE CENTER OF A FIELD ACCESS ROAD, 13.0 METERS (42.5 FT)
 OS0665'EAST OF THE SOUTH LEG OF A WOODEN SIGN JONES COUNTY SOIL CONSERVATION
 OS0665'DISTRICT, 26.5 METERS (87 FT) SOUTHWEST OF THE SOUTH END OF A 48-INCH
 OS0665'CONCRETE PIPE CULVERT AND 0.6 METER (2 FT) NORTH OF THE RIGHT-OF-WAY
 OS0665'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0665'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0665'THE MARK IS ABOVE LEVEL WITH THE SERVICE ROAD.
 OS0665
 OS0665                          STATION RECOVERY (2013)
 OS0665
 OS0665'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0703 ***********************************************************************
 OT0703  DESIGNATION -  J 435
 OT0703  PID         -  OT0703
 OT0703  STATE/COUNTY-  SD/PENNINGTON
 OT0703  COUNTRY     -  US
 OT0703  USGS QUAD   -  SCENIC (2017)
 OT0703
 OT0703                         *CURRENT SURVEY CONTROL
 OT0703  ______________________________________________________________________
 OT0703* NAD 83(1986) POSITION- 43 50 09.     (N) 102 35 25.     (W)   SCALED
 OT0703* NAVD 88 ORTHO HEIGHT -   862.891 (meters)     2831.00  (feet) ADJUSTED
 OT0703  ______________________________________________________________________
 OT0703  GEOID HEIGHT    -        -18.017 (meters)                     GEOID18
 OT0703  DYNAMIC HEIGHT  -        862.614 (meters)     2830.09  (feet) COMP
 OT0703  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OT0703
 OT0703  VERT ORDER      -  FIRST     CLASS II
 OT0703
 OT0703.The horizontal coordinates were scaled from a map and have
 OT0703.an estimated accuracy of +/- 6 seconds.
 OT0703
 OT0703.The orthometric height was determined by differential leveling and
 OT0703.adjusted by the NATIONAL GEODETIC SURVEY
 OT0703.in June 1991.
 OT0703
 OT0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0703.GEOID18 height accuracy estimate available here.
 OT0703
 OT0703.Click photographs - Photos may exist for this station.
 OT0703
 OT0703.The dynamic height is computed by dividing the NAVD 88
 OT0703.geopotential number by the normal gravity value computed on the
 OT0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0703.degrees latitude (g = 980.6199 gals.).
 OT0703
 OT0703.The modeled gravity was interpolated from observed gravity values.
 OT0703
 OT0703;                    North         East    Units  Estimated Accuracy
 OT0703;SPC SD S     -   169,380.      418,520.      MT  (+/- 180 meters Scaled)
 OT0703
 OT0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ937564(NAD 83)
 OT0703
 OT0703                          SUPERSEDED SURVEY CONTROL
 OT0703
 OT0703.No superseded survey control is available for this station.
 OT0703
 OT0703_MARKER: I = METAL ROD
 OT0703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0703_STAMPING: J 435 1985
 OT0703_MARK LOGO: NGS
 OT0703_PROJECTION: FLUSH
 OT0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0703+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0703_ROD/PIPE-DEPTH: 8.2 meters
 OT0703
 OT0703  HISTORY     - Date     Condition        Report By
 OT0703  HISTORY     - 1985     MONUMENTED       NGS
 OT0703  HISTORY     - 20120724 GOOD             INDIV
 OT0703
 OT0703                          STATION DESCRIPTION
 OT0703
 OT0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0703'7.1 KM (4.4 MI) NW FROM SCENIC.
 OT0703'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0703'IN SCENIC, THENCE 6.35 KM (3.95 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0703'IN THE SOUTHWEST CORNER OF THE T JUNCTION OF COUNTY ROAD 157, 0.55 KM
 OT0703'(0.35 MI) SOUTHEAST OF MILEPOST 83, 30.2 METERS (99 FT) SOUTHWEST OF
 OT0703'THE HIGHWAY CENTERLINE, 49.2 METERS (161.5 FT) SOUTHEAST OF THE CENTER
 OT0703'OF THE ROAD, 1.5 METERS (5 FT) SOUTHEAST OF A FENCE CORNER AND 0.3
 OT0703'METER (1 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0703'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0703'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0703'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 OT0703
 OT0703                          STATION RECOVERY (2012)
 OT0703
 OT0703'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0624 ***********************************************************************
 OS0624  DESIGNATION -  J 436
 OS0624  PID         -  OS0624
 OS0624  STATE/COUNTY-  SD/JACKSON
 OS0624  COUNTRY     -  US
 OS0624  USGS QUAD   -  KADOKA (2017)
 OS0624
 OS0624                         *CURRENT SURVEY CONTROL
 OS0624  ______________________________________________________________________
 OS0624* NAD 83(1986) POSITION- 43 50 08.     (N) 101 34 59.     (W)   SCALED
 OS0624* NAVD 88 ORTHO HEIGHT -   740.749 (meters)     2430.27  (feet) ADJUSTED
 OS0624  ______________________________________________________________________
 OS0624  GEOID HEIGHT    -        -21.341 (meters)                     GEOID18
 OS0624  DYNAMIC HEIGHT  -        740.513 (meters)     2429.50  (feet) COMP
 OS0624  MODELED GRAVITY -    980,276.2   (mgal)                       NAVD 88
 OS0624
 OS0624  VERT ORDER      -  FIRST     CLASS II
 OS0624
 OS0624.The horizontal coordinates were scaled from a map and have
 OS0624.an estimated accuracy of +/- 6 seconds.
 OS0624
 OS0624.The orthometric height was determined by differential leveling and
 OS0624.adjusted by the NATIONAL GEODETIC SURVEY
 OS0624.in June 1991.
 OS0624
 OS0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0624.GEOID18 height accuracy estimate available here.
 OS0624
 OS0624.Click photographs - Photos may exist for this station.
 OS0624
 OS0624.The dynamic height is computed by dividing the NAVD 88
 OS0624.geopotential number by the normal gravity value computed on the
 OS0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0624.degrees latitude (g = 980.6199 gals.).
 OS0624
 OS0624.The modeled gravity was interpolated from observed gravity values.
 OS0624
 OS0624;                    North         East    Units  Estimated Accuracy
 OS0624;SPC SD S     -   167,640.      499,500.      MT  (+/- 180 meters Scaled)
 OS0624
 OS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP923568(NAD 83)
 OS0624
 OS0624                          SUPERSEDED SURVEY CONTROL
 OS0624
 OS0624.No superseded survey control is available for this station.
 OS0624
 OS0624_MARKER: I = METAL ROD
 OS0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0624_STAMPING: J 436 1985
 OS0624_MARK LOGO: NGS
 OS0624_PROJECTION: FLUSH
 OS0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0624+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0624_ROD/PIPE-DEPTH: 7.3 meters
 OS0624
 OS0624  HISTORY     - Date     Condition        Report By
 OS0624  HISTORY     - 1985     MONUMENTED       NGS
 OS0624  HISTORY     - 19910713 GOOD             NGS
 OS0624  HISTORY     - 20130116 GOOD             INDIV
 OS0624
 OS0624                          STATION DESCRIPTION
 OS0624
 OS0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0624'4.7 KM (2.9 MI) WEST FROM KADOKA.
 OS0624'THE MARK IS 3.0 M BELOW THE FRONTAGE ROAD.
 OS0624'4.7 KM (3.0 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73
 OS0624'SOUTH AT KADOKA, 0.3 KM (0.2 MI) EAST OF MILEPOST 147, 0.1 KM (0.05
 OS0624'MI) WEST OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTH, 29.3 METERS
 OS0624'(96 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, 24.5 METERS (80.5
 OS0624'FT) NORTH OF THE CENTER OF THE FRONTAGE ROAD, 5.2 METERS (17 FT) EAST
 OS0624'OF THE WEST BRACE POST IN THE FENCE AND 0.6 METER (2 FT) SOUTH OF THE
 OS0624'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OS0624'5-INCH LOGO CAP.
 OS0624'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0624
 OS0624                          STATION RECOVERY (1991)
 OS0624
 OS0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0624'4.8 KM (3.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0624'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, NEAR THE CENTER OF
 OS0624'5 BRACED FENCE POSTS, 0.3 KM (0.20 MI) EAST OF MILEPOST 147, 24.7 M
 OS0624'(81.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 24.0 M (78.7
 OS0624'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OS0624'1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH
 OS0624'OF THE FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 OS0624'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0624
 OS0624                          STATION RECOVERY (2013)
 OS0624
 OS0624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0601 ***********************************************************************
 QS0601  DESIGNATION -  J 438
 QS0601  PID         -  QS0601
 QS0601  STATE/COUNTY-  SD/ZIEBACH
 QS0601  COUNTRY     -  US
 QS0601  USGS QUAD   -  DUPREE NE (2017)
 QS0601
 QS0601                         *CURRENT SURVEY CONTROL
 QS0601  ______________________________________________________________________
 QS0601* NAD 83(1986) POSITION- 45 10 57.     (N) 101 32 31.     (W)   SCALED
 QS0601* NAVD 88 ORTHO HEIGHT -   693.564 (meters)     2275.47  (feet) ADJUSTED
 QS0601  ______________________________________________________________________
 QS0601  GEOID HEIGHT    -        -20.592 (meters)                     GEOID18
 QS0601  DYNAMIC HEIGHT  -        693.438 (meters)     2275.05  (feet) COMP
 QS0601  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 QS0601
 QS0601  VERT ORDER      -  FIRST     CLASS II
 QS0601
 QS0601.The horizontal coordinates were scaled from a map and have
 QS0601.an estimated accuracy of +/- 6 seconds.
 QS0601
 QS0601.The orthometric height was determined by differential leveling and
 QS0601.adjusted by the NATIONAL GEODETIC SURVEY
 QS0601.in June 1991.
 QS0601
 QS0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0601.GEOID18 height accuracy estimate available here.
 QS0601
 QS0601.Click photographs - Photos may exist for this station.
 QS0601
 QS0601.The dynamic height is computed by dividing the NAVD 88
 QS0601.geopotential number by the normal gravity value computed on the
 QS0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0601.degrees latitude (g = 980.6199 gals.).
 QS0601
 QS0601.The modeled gravity was interpolated from observed gravity values.
 QS0601
 QS0601;                    North         East    Units  Estimated Accuracy
 QS0601;SPC SD N     -   151,080.      478,820.      MT  (+/- 180 meters Scaled)
 QS0601
 QS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR002063(NAD 83)
 QS0601
 QS0601                          SUPERSEDED SURVEY CONTROL
 QS0601
 QS0601.No superseded survey control is available for this station.
 QS0601
 QS0601_MARKER: I = METAL ROD
 QS0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0601_STAMPING: J 438 1985
 QS0601_MARK LOGO: NGS
 QS0601_PROJECTION: FLUSH
 QS0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0601+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0601_ROD/PIPE-DEPTH: 4.9 meters
 QS0601
 QS0601  HISTORY     - Date     Condition        Report By
 QS0601  HISTORY     - 1985     MONUMENTED       NGS
 QS0601  HISTORY     - 20120724 GOOD             INDIV
 QS0601
 QS0601                          STATION DESCRIPTION
 QS0601
 QS0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0601'19.1 KM (11.85 MI) NORTH FROM DUPREE.
 QS0601'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0601'STREET AT DUPREE, THENCE 16.25 KM (10.10 MI) NORTH ALONG STATE HIGHWAY
 QS0601'65, ON THE OUTSIDE OF THE NORTHEAST END OF A CURVE, NEAR A Y JUNCTION
 QS0601'IN THE RIGHT-OF-WAY FENCE, 3.96 KM (2.46 MI) SOUTHWEST OF THE
 QS0601'SOUTHWEST END OF THE BRIDGE OVER THE MOREAU RIVER, 33.8 METERS (111
 QS0601'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 102.1 METERS (335 FT) NORTH
 QS0601'OF MILEPOST 174, 49.7 METERS (163 FT) NORTH OF THE NORTHWEST END OF AN
 QS0601'18-INCH PIPE CULVERT, 2.6 METERS (8.6 FT) SOUTHWEST OF THE SOUTHWEST
 QS0601'END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT)
 QS0601'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QS0601'HAD THROUGH A 5-INCH LOGO CAP.
 QS0601'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0601'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0601
 QS0601                          STATION RECOVERY (2012)
 QS0601
 QS0601'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0044 ***********************************************************************
 OR0044  DESIGNATION -  J 44
 OR0044  PID         -  OR0044
 OR0044  STATE/COUNTY-  SD/SANBORN
 OR0044  COUNTRY     -  US
 OR0044  USGS QUAD   -  LETCHER (2017)
 OR0044
 OR0044                         *CURRENT SURVEY CONTROL
 OR0044  ______________________________________________________________________
 OR0044* NAD 83(1986) POSITION- 43 53 53.     (N) 098 08 25.     (W)   SCALED
 OR0044* NAVD 88 ORTHO HEIGHT -   398.363 (meters)     1306.96  (feet) ADJUSTED
 OR0044  ______________________________________________________________________
 OR0044  GEOID HEIGHT    -        -25.813 (meters)                     GEOID18
 OR0044  DYNAMIC HEIGHT  -        398.275 (meters)     1306.67  (feet) COMP
 OR0044  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 OR0044
 OR0044  VERT ORDER      -  FIRST     CLASS II
 OR0044
 OR0044.The horizontal coordinates were scaled from a map and have
 OR0044.an estimated accuracy of +/- 6 seconds.
 OR0044
 OR0044.The orthometric height was determined by differential leveling and
 OR0044.adjusted by the NATIONAL GEODETIC SURVEY
 OR0044.in June 1991.
 OR0044
 OR0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0044.GEOID18 height accuracy estimate available here.
 OR0044
 OR0044.Click photographs - Photos may exist for this station.
 OR0044
 OR0044.The dynamic height is computed by dividing the NAVD 88
 OR0044.geopotential number by the normal gravity value computed on the
 OR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0044.degrees latitude (g = 980.6199 gals.).
 OR0044
 OR0044.The modeled gravity was interpolated from observed gravity values.
 OR0044
 OR0044;                    North         East    Units  Estimated Accuracy
 OR0044;SPC SD S     -   176,160.      776,160.      MT  (+/- 180 meters Scaled)
 OR0044
 OR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP690609(NAD 83)
 OR0044
 OR0044                          SUPERSEDED SURVEY CONTROL
 OR0044
 OR0044  NGVD 29 (??/??/92)  398.067  (m)         1305.99   (f) ADJ UNCH    1 2
 OR0044
 OR0044.Superseded values are not recommended for survey control.
 OR0044
 OR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0044.See file dsdata.pdf to determine how the superseded data were derived.
 OR0044
 OR0044_MARKER: DB = BENCH MARK DISK
 OR0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0044_SP_SET: BUILDING
 OR0044_STAMPING: J 44 1934
 OR0044_MARK LOGO: CGS
 OR0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0044
 OR0044  HISTORY     - Date     Condition        Report By
 OR0044  HISTORY     - 1934     MONUMENTED       CGS
 OR0044  HISTORY     - 1934     GOOD             CGS
 OR0044  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 OR0044
 OR0044                          STATION DESCRIPTION
 OR0044
 OR0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0044'AT LETCHER.
 OR0044'AT LETCHER, SANBORN COUNTY, AT THE POST OFFICE, 2 FEET EAST
 OR0044'OF THE FRONT ENTRANCE, AND ABOUT 4 FEET ABOVE THE GROUND.  A
 OR0044'STANDARD DISK, STAMPED J 44 1934 AND SET VERTICALLY.
 OR0044
 OR0044                          STATION RECOVERY (1934)
 OR0044
 OR0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0044'RECOVERED IN GOOD CONDITION.
 OR0044
 OR0044                          STATION RECOVERY (2012)
 OR0044
 OR0044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0952 ***********************************************************************
 OQ0952  DESIGNATION -  J 447
 OQ0952  PID         -  OQ0952
 OQ0952  STATE/COUNTY-  SD/UNION
 OQ0952  COUNTRY     -  US
 OQ0952  USGS QUAD   -  BERESFORD (2017)
 OQ0952
 OQ0952                         *CURRENT SURVEY CONTROL
 OQ0952  ______________________________________________________________________
 OQ0952* NAD 83(1986) POSITION- 43 03 17.     (N) 096 47 42.     (W)   SCALED
 OQ0952* NAVD 88 ORTHO HEIGHT -   456.843 (meters)     1498.83  (feet) ADJUSTED
 OQ0952  ______________________________________________________________________
 OQ0952  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 OQ0952  DYNAMIC HEIGHT  -        456.713 (meters)     1498.40  (feet) COMP
 OQ0952  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 OQ0952
 OQ0952  VERT ORDER      -  FIRST     CLASS II
 OQ0952
 OQ0952.The horizontal coordinates were scaled from a map and have
 OQ0952.an estimated accuracy of +/- 6 seconds.
 OQ0952
 OQ0952.The orthometric height was determined by differential leveling and
 OQ0952.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0952.in June 1991.
 OQ0952
 OQ0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0952.GEOID18 height accuracy estimate available here.
 OQ0952
 OQ0952.Click photographs - Photos may exist for this station.
 OQ0952
 OQ0952.The dynamic height is computed by dividing the NAVD 88
 OQ0952.geopotential number by the normal gravity value computed on the
 OQ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0952.degrees latitude (g = 980.6199 gals.).
 OQ0952
 OQ0952.The modeled gravity was interpolated from observed gravity values.
 OQ0952
 OQ0952;                    North         East    Units  Estimated Accuracy
 OQ0952;SPC SD S     -    86,280.      888,160.      MT  (+/- 180 meters Scaled)
 OQ0952
 OQ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN795692(NAD 83)
 OQ0952
 OQ0952                          SUPERSEDED SURVEY CONTROL
 OQ0952
 OQ0952.No superseded survey control is available for this station.
 OQ0952
 OQ0952_MARKER: I = METAL ROD
 OQ0952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0952_STAMPING: J 447 1990
 OQ0952_MARK LOGO: NGS
 OQ0952_PROJECTION: PROJECTING 16 CENTIMETERS
 OQ0952_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0952+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0952_ROD/PIPE-DEPTH: 6.7 meters
 OQ0952_SLEEVE-DEPTH  : 0.9 meters
 OQ0952
 OQ0952  HISTORY     - Date     Condition        Report By
 OQ0952  HISTORY     - 1990     MONUMENTED       NGS
 OQ0952  HISTORY     - 20120327 POOR             INDIV
 OQ0952
 OQ0952                          STATION DESCRIPTION
 OQ0952
 OQ0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0952'3.2 KM (2.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0952'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 OQ0952'MILEPOST 45, 32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE
 OQ0952'NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 OQ0952'THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND T-FENCE
 OQ0952'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ0952'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 OQ0952'MONUMENT.
 OQ0952
 OQ0952                          STATION RECOVERY (2012)
 OQ0952
 OQ0952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0952'CAP IS NO LONGER ATTACHED, CONCRETE IS BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1001 ***********************************************************************
 OQ1001  DESIGNATION -  J 448
 OQ1001  PID         -  OQ1001
 OQ1001  STATE/COUNTY-  SD/MINNEHAHA
 OQ1001  COUNTRY     -  US
 OQ1001  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1001
 OQ1001                         *CURRENT SURVEY CONTROL
 OQ1001  ______________________________________________________________________
 OQ1001* NAD 83(1986) POSITION- 43 35 20.     (N) 096 46 13.     (W)   SCALED
 OQ1001* NAVD 88 ORTHO HEIGHT -   461.621 (meters)     1514.50  (feet) ADJUSTED
 OQ1001  ______________________________________________________________________
 OQ1001  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 OQ1001  DYNAMIC HEIGHT  -        461.501 (meters)     1514.11  (feet) COMP
 OQ1001  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 OQ1001
 OQ1001  VERT ORDER      -  FIRST     CLASS II
 OQ1001
 OQ1001.The horizontal coordinates were scaled from a map and have
 OQ1001.an estimated accuracy of +/- 6 seconds.
 OQ1001
 OQ1001.The orthometric height was determined by differential leveling and
 OQ1001.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1001.in June 1991.
 OQ1001
 OQ1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1001.GEOID18 height accuracy estimate available here.
 OQ1001
 OQ1001.Click photographs - Photos may exist for this station.
 OQ1001
 OQ1001.The dynamic height is computed by dividing the NAVD 88
 OQ1001.geopotential number by the normal gravity value computed on the
 OQ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1001.degrees latitude (g = 980.6199 gals.).
 OQ1001
 OQ1001.The modeled gravity was interpolated from observed gravity values.
 OQ1001
 OQ1001;                    North         East    Units  Estimated Accuracy
 OQ1001;SPC SD S     -   145,650.      887,630.      MT  (+/- 180 meters Scaled)
 OQ1001
 OQ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799286(NAD 83)
 OQ1001
 OQ1001                          SUPERSEDED SURVEY CONTROL
 OQ1001
 OQ1001.No superseded survey control is available for this station.
 OQ1001
 OQ1001_MARKER: I = METAL ROD
 OQ1001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1001_STAMPING: J 448 1990
 OQ1001_MARK LOGO: NGS
 OQ1001_PROJECTION: PROJECTING 7 CENTIMETERS
 OQ1001_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1001+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1001_ROD/PIPE-DEPTH: 4.9 meters
 OQ1001_SLEEVE-DEPTH  : 0.9 meters
 OQ1001
 OQ1001  HISTORY     - Date     Condition        Report By
 OQ1001  HISTORY     - 1990     MONUMENTED       NGS
 OQ1001
 OQ1001                          STATION DESCRIPTION
 OQ1001
 OQ1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1001'5.2 KM (3.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1001'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.95 KM (0.59 MI)
 OQ1001'NORTH OF MILEPOST 82, 53.5 M (175.5 FT) EAST OF THE CENTERLINE OF THE
 OQ1001'NORTHBOUND LANES OF THE HIGHWAY, 33.4 M (109.6 FT) EAST OF THE CENTER
 OQ1001'OF A FRONTAGE ROAD, 17.7 M (58.1 FT) NORTHWEST OF THE MOST NORTHERLY
 OQ1001'1 OF 3 LEGS OF A RADIO TOWER, 25.4 M (83.3 FT) SOUTHEAST OF TELEPHONE
 OQ1001'PEDESTAL NUMBER 8 182, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OQ1001'AND 0.45 M (1.48 FT) WEST OF A WITNESS AND FENCE.  NOTE--ACCESS TO
 OQ1001'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OQ1001'NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1020 ***********************************************************************
 OQ1020  DESIGNATION -  J 449
 OQ1020  PID         -  OQ1020
 OQ1020  STATE/COUNTY-  SD/MINNEHAHA
 OQ1020  COUNTRY     -  US
 OQ1020  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1020
 OQ1020                         *CURRENT SURVEY CONTROL
 OQ1020  ______________________________________________________________________
 OQ1020* NAD 83(1986) POSITION- 43 36 33.     (N) 096 44 18.     (W)   SCALED
 OQ1020* NAVD 88 ORTHO HEIGHT -   435.456 (meters)     1428.66  (feet) ADJUSTED
 OQ1020  ______________________________________________________________________
 OQ1020  GEOID HEIGHT    -        -26.295 (meters)                     GEOID18
 OQ1020  DYNAMIC HEIGHT  -        435.344 (meters)     1428.29  (feet) COMP
 OQ1020  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 OQ1020
 OQ1020  VERT ORDER      -  FIRST     CLASS II
 OQ1020
 OQ1020.The horizontal coordinates were scaled from a map and have
 OQ1020.an estimated accuracy of +/- 6 seconds.
 OQ1020
 OQ1020.The orthometric height was determined by differential leveling and
 OQ1020.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1020.in June 1991.
 OQ1020
 OQ1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1020.GEOID18 height accuracy estimate available here.
 OQ1020
 OQ1020.Click photographs - Photos may exist for this station.
 OQ1020
 OQ1020.The dynamic height is computed by dividing the NAVD 88
 OQ1020.geopotential number by the normal gravity value computed on the
 OQ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1020.degrees latitude (g = 980.6199 gals.).
 OQ1020
 OQ1020.The modeled gravity was interpolated from observed gravity values.
 OQ1020
 OQ1020;                    North         East    Units  Estimated Accuracy
 OQ1020;SPC SD S     -   148,010.      890,110.      MT  (+/- 180 meters Scaled)
 OQ1020
 OQ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP825309(NAD 83)
 OQ1020
 OQ1020                          SUPERSEDED SURVEY CONTROL
 OQ1020
 OQ1020.No superseded survey control is available for this station.
 OQ1020
 OQ1020_MARKER: I = METAL ROD
 OQ1020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1020_STAMPING: J 449 1990
 OQ1020_MARK LOGO: NGS
 OQ1020_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1020_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1020+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1991
 OQ1020_ROD/PIPE-DEPTH: 15.7 meters
 OQ1020_SLEEVE-DEPTH  : 0.9 meters
 OQ1020
 OQ1020  HISTORY     - Date     Condition        Report By
 OQ1020  HISTORY     - 1990     MONUMENTED       NGS
 OQ1020  HISTORY     - 19910526 GOOD             NGS
 OQ1020
 OQ1020                          STATION DESCRIPTION
 OQ1020
 OQ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1020'2.2 KM (1.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OQ1020'INTERSECTION WITH CLIFF AVENUE IN SIOUX FALLS, 0.2 KM (0.1 MI)
 OQ1020'NORTHEAST OF MILEPOST 398, 31.9 M (104.7 FT) NORTH-NORTHEAST OF THE
 OQ1020'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 15.0 M (49.2 FT)
 OQ1020'EAST-SOUTHEAST OF A PETROLEUM PIPELINE STANDPIPE, 10.0 M (32.8 FT)
 OQ1020'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT)
 OQ1020'BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF
 OQ1020'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OQ1020'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR
 OQ1020'A CLASS A MONUMENT.
 OQ1020
 OQ1020                          STATION RECOVERY (1991)
 OQ1020
 OQ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1020'3.9 KM (2.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1020'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, 0.2
 OQ1020'KM (0.1 MI) EAST OF MILEPOST 398, 31.9 M (104.7 FT) NORTH-NORTHEAST
 OQ1020'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 15.0 M
 OQ1020'(49.2 FT) EAST-SOUTHEAST OF A PETROLEUM PIPELINE STANDPIPE, 10.0 M
 OQ1020'(32.8 FT) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 1.5 M
 OQ1020'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 OQ1020'SOUTH-SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1020'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1020'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0083 ***********************************************************************
 PS0083  DESIGNATION -  J 45
 PS0083  PID         -  PS0083
 PS0083  STATE/COUNTY-  SD/BEADLE
 PS0083  COUNTRY     -  US
 PS0083  USGS QUAD   -  WOLSEY (2017)
 PS0083
 PS0083                         *CURRENT SURVEY CONTROL
 PS0083  ______________________________________________________________________
 PS0083* NAD 83(1986) POSITION- 44 22 35.     (N) 098 27 43.     (W)   SCALED
 PS0083* NAVD 88 ORTHO HEIGHT -   405.733 (meters)     1331.14  (feet) ADJUSTED
 PS0083  ______________________________________________________________________
 PS0083  GEOID HEIGHT    -        -25.029 (meters)                     GEOID18
 PS0083  DYNAMIC HEIGHT  -        405.661 (meters)     1330.91  (feet) COMP
 PS0083  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 PS0083
 PS0083  VERT ORDER      -  FIRST     CLASS II
 PS0083
 PS0083.The horizontal coordinates were scaled from a map and have
 PS0083.an estimated accuracy of +/- 6 seconds.
 PS0083
 PS0083.The orthometric height was determined by differential leveling and
 PS0083.adjusted by the NATIONAL GEODETIC SURVEY
 PS0083.in June 1991.
 PS0083
 PS0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0083.GEOID18 height accuracy estimate available here.
 PS0083
 PS0083.Click photographs - Photos may exist for this station.
 PS0083
 PS0083.The dynamic height is computed by dividing the NAVD 88
 PS0083.geopotential number by the normal gravity value computed on the
 PS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0083.degrees latitude (g = 980.6199 gals.).
 PS0083
 PS0083.The modeled gravity was interpolated from observed gravity values.
 PS0083
 PS0083;                    North         East    Units  Estimated Accuracy
 PS0083;SPC SD N     -    61,510.      722,570.      MT  (+/- 180 meters Scaled)
 PS0083
 PS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ428138(NAD 83)
 PS0083
 PS0083                          SUPERSEDED SURVEY CONTROL
 PS0083
 PS0083  NGVD 29 (??/??/92)  405.433  (m)         1330.16   (f) ADJ UNCH    1 2
 PS0083
 PS0083.Superseded values are not recommended for survey control.
 PS0083
 PS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0083.See file dsdata.pdf to determine how the superseded data were derived.
 PS0083
 PS0083_MARKER: DB = BENCH MARK DISK
 PS0083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0083_SP_SET: CULVERT HEADWALL
 PS0083_STAMPING: J 45 1934
 PS0083_MARK LOGO: CGS
 PS0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0083+STABILITY: SURFACE MOTION
 PS0083
 PS0083  HISTORY     - Date     Condition        Report By
 PS0083  HISTORY     - 1934     MONUMENTED       CGS
 PS0083  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0083
 PS0083                          STATION DESCRIPTION
 PS0083
 PS0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0083'2.8 MI SE FROM WOLSEY.
 PS0083'ABOUT 2-3/4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 PS0083'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT WOLSEY, BEADLE
 PS0083'COUNTY, ABOUT 23 POLES SOUTHEAST OF MILEPOST 53, OPPOSITE RAILROAD
 PS0083'BRIDGE P 42, 75 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 PS0083'AT A HIGHWAY CULVERT, AND IN THE CENTER OF THE TOP OF THE
 PS0083'SOUTHWEST CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED J 45
 PS0083'1934.
 PS0083
 PS0083                          STATION RECOVERY (1973)
 PS0083
 PS0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1952 ***********************************************************************
 NM1952  DESIGNATION -  J 450
 NM1952  PID         -  NM1952
 NM1952  STATE/COUNTY-  SD/UNION
 NM1952  COUNTRY     -  US
 NM1952  USGS QUAD   -  ELK POINT NE (2018)
 NM1952
 NM1952                         *CURRENT SURVEY CONTROL
 NM1952  ______________________________________________________________________
 NM1952* NAD 83(1986) POSITION- 42 38 15.     (N) 096 37 08.     (W)   SCALED
 NM1952* NAVD 88 ORTHO HEIGHT -   340.513 (meters)     1117.17  (feet) ADJUSTED
 NM1952  ______________________________________________________________________
 NM1952  GEOID HEIGHT    -        -25.724 (meters)                     GEOID18
 NM1952  DYNAMIC HEIGHT  -        340.411 (meters)     1116.83  (feet) COMP
 NM1952  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 NM1952
 NM1952  VERT ORDER      -  FIRST     CLASS II
 NM1952
 NM1952.The horizontal coordinates were scaled from a map and have
 NM1952.an estimated accuracy of +/- 6 seconds.
 NM1952
 NM1952.The orthometric height was determined by differential leveling and
 NM1952.adjusted by the NATIONAL GEODETIC SURVEY
 NM1952.in June 1991.
 NM1952
 NM1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1952.GEOID18 height accuracy estimate available here.
 NM1952
 NM1952.Click photographs - Photos may exist for this station.
 NM1952
 NM1952.The dynamic height is computed by dividing the NAVD 88
 NM1952.geopotential number by the normal gravity value computed on the
 NM1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1952.degrees latitude (g = 980.6199 gals.).
 NM1952
 NM1952.The modeled gravity was interpolated from observed gravity values.
 NM1952
 NM1952;                    North         East    Units  Estimated Accuracy
 NM1952;SPC SD S     -    40,600.      904,570.      MT  (+/- 180 meters Scaled)
 NM1952
 NM1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN952233(NAD 83)
 NM1952
 NM1952                          SUPERSEDED SURVEY CONTROL
 NM1952
 NM1952.No superseded survey control is available for this station.
 NM1952
 NM1952_MARKER: I = METAL ROD
 NM1952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1952_STAMPING: J 450 1990
 NM1952_MARK LOGO: NGS
 NM1952_PROJECTION: PROJECTING 4 CENTIMETERS
 NM1952_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1952+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1952_ROD/PIPE-DEPTH: 14.6 meters
 NM1952_SLEEVE-DEPTH  : 0.9 meters
 NM1952
 NM1952  HISTORY     - Date     Condition        Report By
 NM1952  HISTORY     - 1990     MONUMENTED       NGS
 NM1952  HISTORY     - 20120402 POOR             INDIV
 NM1952
 NM1952                          STATION DESCRIPTION
 NM1952
 NM1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1952'1.2 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 105 FROM ITS JUNCTION
 NM1952'WITH MAIN STREET IN JEFFERSON, THENCE 5.0 KM (3.1 MI) NORTHERLY ALONG
 NM1952'INTERSTATE HIGHWAY 29, 1.0 KM (0.6 MI) NORTH OF MILEPOST 12, 32.2 M
 NM1952'(105.6 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 NM1952'INTERSTATE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF THE MOST
 NM1952'NORTHWESTERLY 1 OF 2 FENCE BRACE POSTS, 0.6 M (2.0 FT) SOUTHWEST OF A
 NM1952'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NM1952'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1952'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 NM1952'MONUMENT.
 NM1952
 NM1952                          STATION RECOVERY (2012)
 NM1952
 NM1952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1952'CONCRETE AND CAP ARE BROKEN, PVC PIPE IS CHIPPED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1025 ***********************************************************************
 PR1025  DESIGNATION -  J 451
 PR1025  PID         -  PR1025
 PR1025  STATE/COUNTY-  SD/MOODY
 PR1025  COUNTRY     -  US
 PR1025  USGS QUAD   -  RUTLAND SE (2017)
 PR1025
 PR1025                         *CURRENT SURVEY CONTROL
 PR1025  ______________________________________________________________________
 PR1025* NAD 83(1986) POSITION- 44 05 42.     (N) 096 45 28.     (W)   SCALED
 PR1025* NAVD 88 ORTHO HEIGHT -   512.353 (meters)     1680.94  (feet) ADJUSTED
 PR1025  ______________________________________________________________________
 PR1025  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 PR1025  DYNAMIC HEIGHT  -        512.238 (meters)     1680.57  (feet) COMP
 PR1025  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 PR1025
 PR1025  VERT ORDER      -  FIRST     CLASS II
 PR1025
 PR1025.The horizontal coordinates were scaled from a map and have
 PR1025.an estimated accuracy of +/- 6 seconds.
 PR1025
 PR1025.The orthometric height was determined by differential leveling and
 PR1025.adjusted by the NATIONAL GEODETIC SURVEY
 PR1025.in October 1997.
 PR1025
 PR1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1025.GEOID18 height accuracy estimate available here.
 PR1025
 PR1025.Click photographs - Photos may exist for this station.
 PR1025
 PR1025.The dynamic height is computed by dividing the NAVD 88
 PR1025.geopotential number by the normal gravity value computed on the
 PR1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1025.degrees latitude (g = 980.6199 gals.).
 PR1025
 PR1025.The modeled gravity was interpolated from observed gravity values.
 PR1025
 PR1025;                    North         East    Units  Estimated Accuracy
 PR1025;SPC SD S     -   201,870.      886,220.      MT  (+/- 180 meters Scaled)
 PR1025
 PR1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP794848(NAD 83)
 PR1025
 PR1025                          SUPERSEDED SURVEY CONTROL
 PR1025
 PR1025  NAVD 88 (06/15/91)  512.362  (m)         1680.97   (f) SUPERSEDED  1 2
 PR1025
 PR1025.Superseded values are not recommended for survey control.
 PR1025
 PR1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1025.See file dsdata.pdf to determine how the superseded data were derived.
 PR1025
 PR1025_MARKER: I = METAL ROD
 PR1025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1025_STAMPING: J 451 1990
 PR1025_MARK LOGO: NGS
 PR1025_PROJECTION: PROJECTING 8 CENTIMETERS
 PR1025_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1025+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 PR1025_ROD/PIPE-DEPTH: 17.7 meters
 PR1025_SLEEVE-DEPTH  : 0.9 meters
 PR1025
 PR1025  HISTORY     - Date     Condition        Report By
 PR1025  HISTORY     - 1990     MONUMENTED       NGS
 PR1025  HISTORY     - 20110330 GOOD             INDIV
 PR1025
 PR1025                          STATION DESCRIPTION
 PR1025
 PR1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1025'12.9 KM (8.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1025'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 1.5 KM (0.9 MI)
 PR1025'NORTH OF MILEPOST 117, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 PR1025'NORTHBOUND LANES OF THE HIGHWAY, 13.0 M (42.7 FT) NORTH OF THE
 PR1025'EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 3.2 M (10.5 FT)
 PR1025'NORTH OF A T-FENCE CORNER, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND
 PR1025'FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PR1025'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PR1025'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 PR1025
 PR1025                          STATION RECOVERY (2011)
 PR1025
 PR1025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1173 ***********************************************************************
 OQ1173  DESIGNATION -  J 453
 OQ1173  PID         -  OQ1173
 OQ1173  STATE/COUNTY-  SD/HANSON
 OQ1173  COUNTRY     -  US
 OQ1173  USGS QUAD   -  RIVERSIDE (2017)
 OQ1173
 OQ1173                         *CURRENT SURVEY CONTROL
 OQ1173  ______________________________________________________________________
 OQ1173* NAD 83(1986) POSITION- 43 41 40.     (N) 097 55 10.     (W)   SCALED
 OQ1173* NAVD 88 ORTHO HEIGHT -   406.520 (meters)     1333.72  (feet) ADJUSTED
 OQ1173  ______________________________________________________________________
 OQ1173  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 OQ1173  DYNAMIC HEIGHT  -        406.419 (meters)     1333.39  (feet) COMP
 OQ1173  MODELED GRAVITY -    980,360.1   (mgal)                       NAVD 88
 OQ1173
 OQ1173  VERT ORDER      -  FIRST     CLASS II
 OQ1173
 OQ1173.The horizontal coordinates were scaled from a map and have
 OQ1173.an estimated accuracy of +/- 6 seconds.
 OQ1173
 OQ1173.The orthometric height was determined by differential leveling and
 OQ1173.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1173.in September 1993.
 OQ1173
 OQ1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1173.GEOID18 height accuracy estimate available here.
 OQ1173
 OQ1173.Click photographs - Photos may exist for this station.
 OQ1173
 OQ1173.The dynamic height is computed by dividing the NAVD 88
 OQ1173.geopotential number by the normal gravity value computed on the
 OQ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1173.degrees latitude (g = 980.6199 gals.).
 OQ1173
 OQ1173.The modeled gravity was interpolated from observed gravity values.
 OQ1173
 OQ1173;                    North         East    Units  Estimated Accuracy
 OQ1173;SPC SD S     -   154,040.      794,550.      MT  (+/- 180 meters Scaled)
 OQ1173
 OQ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP870385(NAD 83)
 OQ1173
 OQ1173                          SUPERSEDED SURVEY CONTROL
 OQ1173
 OQ1173.No superseded survey control is available for this station.
 OQ1173
 OQ1173_MARKER: I = METAL ROD
 OQ1173_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1173_STAMPING: J 453 1991
 OQ1173_MARK LOGO: NGS
 OQ1173_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1173_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1173+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1173_ROD/PIPE-DEPTH: 8.9 meters
 OQ1173_SLEEVE-DEPTH  : 0.9 meters
 OQ1173
 OQ1173  HISTORY     - Date     Condition        Report By
 OQ1173  HISTORY     - 1991     MONUMENTED       NGS
 OQ1173  HISTORY     - 20111103 GOOD             USGS
 OQ1173  HISTORY     - 20120202 GOOD             INDIV
 OQ1173
 OQ1173                          STATION DESCRIPTION
 OQ1173
 OQ1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1173'7.4 KM (4.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1173'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 0.3 KM (0.2 MI)
 OQ1173'WEST OF MILEPOST 337, 30.7 M (100.7 FT) SOUTH OF THE CENTERLINE OF
 OQ1173'THE EASTBOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT) EAST OF A BRACED
 OQ1173'FENCE POST, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.0 M
 OQ1173'(3.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1173'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1173'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1173
 OQ1173                          STATION RECOVERY (2011)
 OQ1173
 OQ1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2011 (RFT)
 OQ1173'RECOVERED IN GOOD CONDITION.
 OQ1173
 OQ1173                          STATION RECOVERY (2012)
 OQ1173
 OQ1173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0998 ***********************************************************************
 OR0998  DESIGNATION -  J 454
 OR0998  PID         -  OR0998
 OR0998  STATE/COUNTY-  SD/AURORA
 OR0998  COUNTRY     -  US
 OR0998  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0998
 OR0998                         *CURRENT SURVEY CONTROL
 OR0998  ______________________________________________________________________
 OR0998* NAD 83(1986) POSITION- 43 42 30.     (N) 098 34 01.     (W)   SCALED
 OR0998* NAVD 88 ORTHO HEIGHT -   479.345 (meters)     1572.65  (feet) ADJUSTED
 OR0998  ______________________________________________________________________
 OR0998  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 OR0998  DYNAMIC HEIGHT  -        479.222 (meters)     1572.25  (feet) COMP
 OR0998  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 OR0998
 OR0998  VERT ORDER      -  FIRST     CLASS II
 OR0998
 OR0998.The horizontal coordinates were scaled from a map and have
 OR0998.an estimated accuracy of +/- 6 seconds.
 OR0998
 OR0998.The orthometric height was determined by differential leveling and
 OR0998.adjusted by the NATIONAL GEODETIC SURVEY
 OR0998.in September 1993.
 OR0998
 OR0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0998.GEOID18 height accuracy estimate available here.
 OR0998
 OR0998.Click photographs - Photos may exist for this station.
 OR0998
 OR0998.The dynamic height is computed by dividing the NAVD 88
 OR0998.geopotential number by the normal gravity value computed on the
 OR0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0998.degrees latitude (g = 980.6199 gals.).
 OR0998
 OR0998.The modeled gravity was interpolated from observed gravity values.
 OR0998
 OR0998;                    North         East    Units  Estimated Accuracy
 OR0998;SPC SD S     -   154,260.      742,340.      MT  (+/- 180 meters Scaled)
 OR0998
 OR0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP348395(NAD 83)
 OR0998
 OR0998                          SUPERSEDED SURVEY CONTROL
 OR0998
 OR0998.No superseded survey control is available for this station.
 OR0998
 OR0998_MARKER: I = METAL ROD
 OR0998_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0998_STAMPING: J 454 1991
 OR0998_MARK LOGO: NGS
 OR0998_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0998_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0998+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR0998_ROD/PIPE-DEPTH: 6.7 meters
 OR0998_SLEEVE-DEPTH  : 0.9 meters
 OR0998
 OR0998  HISTORY     - Date     Condition        Report By
 OR0998  HISTORY     - 1991     MONUMENTED       NGS
 OR0998  HISTORY     - 20120208 GOOD             INDIV
 OR0998
 OR0998                          STATION DESCRIPTION
 OR0998
 OR0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0998'6.6 KM (4.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0998'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0998'0.2 KM (0.1 MI) EAST OF MILEPOST 304, 30.7 M (100.7 FT) SOUTH OF THE
 OR0998'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 26.7 M (87.6 FT)
 OR0998'SOUTHWEST OF THE SOUTH END OF A CULVERT, 1.1 M (3.6 FT) NORTH OF A
 OR0998'WITNESS POST AND FENCE, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 OR0998'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR0998'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OR0998'MARK.
 OR0998
 OR0998                          STATION RECOVERY (2012)
 OR0998
 OR0998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1149 ***********************************************************************
 OQ1149  DESIGNATION -  J 455
 OQ1149  PID         -  OQ1149
 OQ1149  STATE/COUNTY-  SD/MCCOOK
 OQ1149  COUNTRY     -  US
 OQ1149  USGS QUAD   -  SALEM (2017)
 OQ1149
 OQ1149                         *CURRENT SURVEY CONTROL
 OQ1149  ______________________________________________________________________
 OQ1149* NAD 83(1986) POSITION- 43 39 51.     (N) 097 29 17.     (W)   SCALED
 OQ1149* NAVD 88 ORTHO HEIGHT -   440.967 (meters)     1446.74  (feet) ADJUSTED
 OQ1149  ______________________________________________________________________
 OQ1149  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 OQ1149  DYNAMIC HEIGHT  -        440.859 (meters)     1446.38  (feet) COMP
 OQ1149  MODELED GRAVITY -    980,362.3   (mgal)                       NAVD 88
 OQ1149
 OQ1149  VERT ORDER      -  FIRST     CLASS II
 OQ1149
 OQ1149.The horizontal coordinates were scaled from a map and have
 OQ1149.an estimated accuracy of +/- 6 seconds.
 OQ1149
 OQ1149.The orthometric height was determined by differential leveling and
 OQ1149.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1149.in September 1993.
 OQ1149
 OQ1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1149.GEOID18 height accuracy estimate available here.
 OQ1149
 OQ1149.Click photographs - Photos may exist for this station.
 OQ1149
 OQ1149.The dynamic height is computed by dividing the NAVD 88
 OQ1149.geopotential number by the normal gravity value computed on the
 OQ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1149.degrees latitude (g = 980.6199 gals.).
 OQ1149
 OQ1149.The modeled gravity was interpolated from observed gravity values.
 OQ1149
 OQ1149;                    North         East    Units  Estimated Accuracy
 OQ1149;SPC SD S     -   151,770.      829,430.      MT  (+/- 180 meters Scaled)
 OQ1149
 OQ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP219356(NAD 83)
 OQ1149
 OQ1149                          SUPERSEDED SURVEY CONTROL
 OQ1149
 OQ1149.No superseded survey control is available for this station.
 OQ1149
 OQ1149_MARKER: I = METAL ROD
 OQ1149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1149_STAMPING: J 455 1991
 OQ1149_MARK LOGO: NGS
 OQ1149_PROJECTION: FLUSH
 OQ1149_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1149+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 OQ1149_ROD/PIPE-DEPTH: 6.0 meters
 OQ1149_SLEEVE-DEPTH  : 0.9 meters
 OQ1149
 OQ1149  HISTORY     - Date     Condition        Report By
 OQ1149  HISTORY     - 1991     MONUMENTED       NGS
 OQ1149  HISTORY     - 20120209 GOOD             INDIV
 OQ1149
 OQ1149                          STATION DESCRIPTION
 OQ1149
 OQ1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1149'33.4 KM (20.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1149'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1149'30.5 M (100.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OQ1149'THE HIGHWAY, 20.1 M (65.9 FT) SOUTH OF MILEPOST 359, 2.0 M (6.6 FT)
 OQ1149'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 OQ1149'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1149'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OQ1149'CLASS A MARK.
 OQ1149
 OQ1149                          STATION RECOVERY (2012)
 OQ1149
 OQ1149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0853 ***********************************************************************
 OS0853  DESIGNATION -  J 457
 OS0853  PID         -  OS0853
 OS0853  STATE/COUNTY-  SD/JONES
 OS0853  COUNTRY     -  US
 OS0853  USGS QUAD   -  OKATON NE (2017)
 OS0853
 OS0853                         *CURRENT SURVEY CONTROL
 OS0853  ______________________________________________________________________
 OS0853* NAD 83(1986) POSITION- 43 53 10.     (N) 100 51 54.     (W)   SCALED
 OS0853* NAVD 88 ORTHO HEIGHT -   707.848 (meters)     2322.33  (feet) ADJUSTED
 OS0853  ______________________________________________________________________
 OS0853  GEOID HEIGHT    -        -23.740 (meters)                     GEOID18
 OS0853  DYNAMIC HEIGHT  -        707.614 (meters)     2321.56  (feet) COMP
 OS0853  MODELED GRAVITY -    980,265.9   (mgal)                       NAVD 88
 OS0853
 OS0853  VERT ORDER      -  FIRST     CLASS II
 OS0853
 OS0853.The horizontal coordinates were scaled from a map and have
 OS0853.an estimated accuracy of +/- 6 seconds.
 OS0853
 OS0853.The orthometric height was determined by differential leveling and
 OS0853.adjusted by the NATIONAL GEODETIC SURVEY
 OS0853.in September 1993.
 OS0853
 OS0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0853.GEOID18 height accuracy estimate available here.
 OS0853
 OS0853.Click photographs - Photos may exist for this station.
 OS0853
 OS0853.The dynamic height is computed by dividing the NAVD 88
 OS0853.geopotential number by the normal gravity value computed on the
 OS0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0853.degrees latitude (g = 980.6199 gals.).
 OS0853
 OS0853.The modeled gravity was interpolated from observed gravity values.
 OS0853
 OS0853;                    North         East    Units  Estimated Accuracy
 OS0853;SPC SD S     -   172,640.      557,280.      MT  (+/- 180 meters Scaled)
 OS0853
 OS0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP501609(NAD 83)
 OS0853
 OS0853                          SUPERSEDED SURVEY CONTROL
 OS0853
 OS0853.No superseded survey control is available for this station.
 OS0853
 OS0853_MARKER: I = METAL ROD
 OS0853_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0853_STAMPING: J 457 1991
 OS0853_MARK LOGO: NGS
 OS0853_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0853_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0853+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0853_ROD/PIPE-DEPTH: 5.7 meters
 OS0853_SLEEVE-DEPTH  : 0.9 meters
 OS0853
 OS0853  HISTORY     - Date     Condition        Report By
 OS0853  HISTORY     - 1991     MONUMENTED       NGS
 OS0853
 OS0853                          STATION DESCRIPTION
 OS0853
 OS0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0853'13.0 KM (8.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0853'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 1.1 KM (0.70
 OS0853'MI) EAST OF MILEPOST 184, 31.0 M (101.7 FT) SOUTH OF THE CENTERLINE
 OS0853'OF THE EASTBOUND LANES OF THE HIGHWAY, 19.8 M (65.0 FT) NORTHWEST OF
 OS0853'A T-JUNCTION UTILITY POLE WITH 2 GUY CABLES, 19.7 M (64.6 FT) WEST OF
 OS0853'THE CENTER OF A GATE, 17.5 M (57.4 FT) SOUTH-SOUTHWEST OF THE SOUTH
 OS0853'END OF A CULVERT UNDER THE HIGHWAY, 0.7 M (2.3 FT) BELOW THE LEVEL OF
 OS0853'THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OS0853'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0853'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0889 ***********************************************************************
 OS0889  DESIGNATION -  J 458
 OS0889  PID         -  OS0889
 OS0889  STATE/COUNTY-  SD/MELLETTE
 OS0889  COUNTRY     -  US
 OS0889  USGS QUAD   -  WESTOVER (2017)
 OS0889
 OS0889                         *CURRENT SURVEY CONTROL
 OS0889  ______________________________________________________________________
 OS0889* NAD 83(1986) POSITION- 43 44 00.     (N) 100 39 07.     (W)   SCALED
 OS0889* NAVD 88 ORTHO HEIGHT -   554.896 (meters)     1820.52  (feet) ADJUSTED
 OS0889  ______________________________________________________________________
 OS0889  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 OS0889  DYNAMIC HEIGHT  -        554.715 (meters)     1819.93  (feet) COMP
 OS0889  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OS0889
 OS0889  VERT ORDER      -  FIRST     CLASS II
 OS0889
 OS0889.The horizontal coordinates were scaled from a map and have
 OS0889.an estimated accuracy of +/- 6 seconds.
 OS0889
 OS0889.The orthometric height was determined by differential leveling and
 OS0889.adjusted by the NATIONAL GEODETIC SURVEY
 OS0889.in June 1994.
 OS0889
 OS0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0889.GEOID18 height accuracy estimate available here.
 OS0889
 OS0889.Click photographs - Photos may exist for this station.
 OS0889
 OS0889.The dynamic height is computed by dividing the NAVD 88
 OS0889.geopotential number by the normal gravity value computed on the
 OS0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0889.degrees latitude (g = 980.6199 gals.).
 OS0889
 OS0889.The modeled gravity was interpolated from observed gravity values.
 OS0889
 OS0889;                    North         East    Units  Estimated Accuracy
 OS0889;SPC SD S     -   155,580.      574,330.      MT  (+/- 180 meters Scaled)
 OS0889
 OS0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP669435(NAD 83)
 OS0889
 OS0889                          SUPERSEDED SURVEY CONTROL
 OS0889
 OS0889.No superseded survey control is available for this station.
 OS0889
 OS0889_MARKER: I = METAL ROD
 OS0889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0889_STAMPING: J 458 1992
 OS0889_MARK LOGO: NGS
 OS0889_PROJECTION: FLUSH
 OS0889_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0889+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0889_ROD/PIPE-DEPTH: 4.9 meters
 OS0889_SLEEVE-DEPTH  : 0.9 meters
 OS0889
 OS0889  HISTORY     - Date     Condition        Report By
 OS0889  HISTORY     - 1992     MONUMENTED       NGS
 OS0889
 OS0889                          STATION DESCRIPTION
 OS0889
 OS0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0889'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0889'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0889'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0889'16.9 KM (10.50 MI) NORTHERLY ALONG A GRAVELED ROAD, 21.1 M (69.2 FT)
 OS0889'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 9.6 M (31.5 FT)
 OS0889'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 0.7 M (2.3 FT) BELOW THE
 OS0889'LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
 OS0889'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0889'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0911 ***********************************************************************
 OS0911  DESIGNATION -  J 459
 OS0911  PID         -  OS0911
 OS0911  STATE/COUNTY-  SD/TODD
 OS0911  COUNTRY     -  US
 OS0911  USGS QUAD   -  MISSION (2017)
 OS0911
 OS0911                         *CURRENT SURVEY CONTROL
 OS0911  ______________________________________________________________________
 OS0911* NAD 83(1986) POSITION- 43 18 11.86   (N) 100 42 41.29   (W)   HD_HELD1
 OS0911* NAVD 88 ORTHO HEIGHT -   813.434 (meters)     2668.74  (feet) ADJUSTED
 OS0911  ______________________________________________________________________
 OS0911  GEOID HEIGHT    -        -23.126 (meters)                     GEOID18
 OS0911  DYNAMIC HEIGHT  -        813.108 (meters)     2667.67  (feet) COMP
 OS0911  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 OS0911
 OS0911  VERT ORDER      -  FIRST     CLASS II
 OS0911
 OS0911.The horizontal coordinates were determined by differentially corrected
 OS0911.hand held GPS observations or other comparable positioning techniques
 OS0911.and have an estimated accuracy of +/- 3 meters.
 OS0911
 OS0911.The orthometric height was determined by differential leveling and
 OS0911.adjusted by the NATIONAL GEODETIC SURVEY
 OS0911.in June 1994.
 OS0911
 OS0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0911.GEOID18 height accuracy estimate available here.
 OS0911
 OS0911.Click photographs - Photos may exist for this station.
 OS0911
 OS0911.The dynamic height is computed by dividing the NAVD 88
 OS0911.geopotential number by the normal gravity value computed on the
 OS0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0911.degrees latitude (g = 980.6199 gals.).
 OS0911
 OS0911.The modeled gravity was interpolated from observed gravity values.
 OS0911
 OS0911;                    North         East    Units  Estimated Accuracy
 OS0911;SPC SD S     -   107,823.7     569,321.0     MT  (+/- 3 meters HH1 GPS) 
 OS0911
 OS0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6118795918(NAD 83)
 OS0911
 OS0911                          SUPERSEDED SURVEY CONTROL
 OS0911
 OS0911.No superseded survey control is available for this station.
 OS0911
 OS0911_MARKER: I = METAL ROD
 OS0911_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0911+WITH SETTING: INFORMATION.
 OS0911_STAMPING: J 459 1992
 OS0911_MARK LOGO: NGS
 OS0911_PROJECTION: FLUSH
 OS0911_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0911+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2011
 OS0911_ROD/PIPE-DEPTH: 1.0 meters
 OS0911
 OS0911  HISTORY     - Date     Condition        Report By
 OS0911  HISTORY     - 1992     MONUMENTED       NGS
 OS0911  HISTORY     - 19930929 GOOD             NGS
 OS0911  HISTORY     - 20090807 GOOD             HKM
 OS0911  HISTORY     - 20110217 GOOD             INDIV
 OS0911
 OS0911                          STATION DESCRIPTION
 OS0911
 OS0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0911'4.8 KM (3.00 MI) WESTERLY ALONG U.S. HIGHWAYS 18 AND 83 FROM THEIR
 OS0911'JUNCTION IN MISSION, 45.6 M (149.6 FT) NORTH OF THE CENTERLINE OF
 OS0911'U.S. HIGHWAY 18, 39.3 M (128.9 FT) WEST OF THE CENTERLINE OF THE
 OS0911'SOUTHBOUND LANES OF U.S. HIGHWAY 83, 8.4 M (27.6 FT) EAST OF A
 OS0911'UTILITY POLE, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE,
 OS0911'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 OS0911'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 OS0911'REFUSAL AND ANCHORED.
 OS0911
 OS0911                          STATION RECOVERY (1993)
 OS0911
 OS0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0911'4.5 KM (2.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OS0911'MAIN STREET IN MISSION, A METAL ROD DRIVEN 1.0 M AND FLUSH TO THE
 OS0911'GROUND, 45.7 M (149.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 42.3 M
 OS0911'(138.8 FT) EAST OF THE CENTER OF U.S. HIGHWAY 83, 5.6 M (18.4 FT)
 OS0911'EAST OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 0.7 M (2.3 FT)
 OS0911'SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE
 OS0911'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0911'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 OS0911
 OS0911                          STATION RECOVERY (2009)
 OS0911
 OS0911'RECOVERY NOTE BY HKM ASSOCIATES 2009 (SB)
 OS0911'RECOVERED IN GOOD CONDITION.
 OS0911
 OS0911                          STATION RECOVERY (2011)
 OS0911
 OS0911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OS0911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0231 ***********************************************************************
 PS0231  DESIGNATION -  J 46
 PS0231  PID         -  PS0231
 PS0231  STATE/COUNTY-  SD/SPINK
 PS0231  COUNTRY     -  US
 PS0231  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0231
 PS0231                         *CURRENT SURVEY CONTROL
 PS0231  ______________________________________________________________________
 PS0231* NAD 83(1986) POSITION- 44 53 54.     (N) 098 36 59.     (W)   SCALED
 PS0231* NAVD 88 ORTHO HEIGHT -   405.377 (meters)     1329.97  (feet) ADJUSTED
 PS0231  ______________________________________________________________________
 PS0231  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 PS0231  DYNAMIC HEIGHT  -        405.331 (meters)     1329.82  (feet) COMP
 PS0231  MODELED GRAVITY -    980,491.8   (mgal)                       NAVD 88
 PS0231
 PS0231  VERT ORDER      -  FIRST     CLASS II
 PS0231
 PS0231.The horizontal coordinates were scaled from a map and have
 PS0231.an estimated accuracy of +/- 6 seconds.
 PS0231
 PS0231.The orthometric height was determined by differential leveling and
 PS0231.adjusted by the NATIONAL GEODETIC SURVEY
 PS0231.in June 1991.
 PS0231
 PS0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0231.GEOID18 height accuracy estimate available here.
 PS0231
 PS0231.Click photographs - Photos may exist for this station.
 PS0231
 PS0231.The dynamic height is computed by dividing the NAVD 88
 PS0231.geopotential number by the normal gravity value computed on the
 PS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0231.degrees latitude (g = 980.6199 gals.).
 PS0231
 PS0231.The modeled gravity was interpolated from observed gravity values.
 PS0231
 PS0231;                    North         East    Units  Estimated Accuracy
 PS0231;SPC SD N     -   119,280.      709,280.      MT  (+/- 180 meters Scaled)
 PS0231
 PS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ302717(NAD 83)
 PS0231
 PS0231                          SUPERSEDED SURVEY CONTROL
 PS0231
 PS0231  NGVD 29 (??/??/92)  405.077  (m)         1328.99   (f) ADJ UNCH    1 2
 PS0231
 PS0231.Superseded values are not recommended for survey control.
 PS0231
 PS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0231.See file dsdata.pdf to determine how the superseded data were derived.
 PS0231
 PS0231_MARKER: DB = BENCH MARK DISK
 PS0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0231_STAMPING: J 46 1934
 PS0231_MARK LOGO: CGS
 PS0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0231+STABILITY: SURFACE MOTION
 PS0231
 PS0231  HISTORY     - Date     Condition        Report By
 PS0231  HISTORY     - 1934     MONUMENTED       CGS
 PS0231  HISTORY     - 1965     GOOD             USGS
 PS0231  HISTORY     - 19960601 MARK NOT FOUND   NGS
 PS0231
 PS0231                          STATION DESCRIPTION
 PS0231
 PS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0231'5.5 MI W FROM REDFIELD.
 PS0231'5-1/2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0231'FROM THE POST OFFICE AT REDFIELD, SPINK COUNTY, AT MILEPOST
 PS0231'5, 3 POLES WEST OF A ROAD CROSSING, 31 FEET SOUTH OF THE
 PS0231'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 PS0231'DISK, STAMPED J 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0231'NOTE-- WITNESS POST ERECTED 1/2 FOOT SOUTH OF STATION.
 PS0231
 PS0231                          STATION RECOVERY (1965)
 PS0231
 PS0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0231'RECOVERED IN GOOD CONDITION.
 PS0231
 PS0231                          STATION RECOVERY (1996)
 PS0231
 PS0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0231'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8809 ***********************************************************************
 AB8809  DESIGNATION -  J 460
 AB8809  PID         -  AB8809
 AB8809  STATE/COUNTY-  SD/BROOKINGS
 AB8809  COUNTRY     -  US
 AB8809  USGS QUAD   -  AURORA (2017)
 AB8809
 AB8809                         *CURRENT SURVEY CONTROL
 AB8809  ______________________________________________________________________
 AB8809* NAD 83(1986) POSITION- 44 18 44.34   (N) 096 42 27.70   (W)   HD_HELD1
 AB8809* NAVD 88 ORTHO HEIGHT -   500.696 (meters)     1642.70  (feet) ADJUSTED
 AB8809  ______________________________________________________________________
 AB8809  GEOID HEIGHT    -        -25.482 (meters)                     GEOID18
 AB8809  DYNAMIC HEIGHT  -        500.603 (meters)     1642.40  (feet) COMP
 AB8809  MODELED GRAVITY -    980,416.4   (mgal)                       NAVD 88
 AB8809
 AB8809  VERT ORDER      -  FIRST     CLASS II
 AB8809
 AB8809.The horizontal coordinates were determined by differentially corrected
 AB8809.hand held GPS observations or other comparable positioning techniques
 AB8809.and have an estimated accuracy of +/- 3 meters.
 AB8809
 AB8809.The orthometric height was determined by differential leveling and
 AB8809.adjusted by the NATIONAL GEODETIC SURVEY
 AB8809.in October 1997.
 AB8809
 AB8809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8809.GEOID18 height accuracy estimate available here.
 AB8809
 AB8809.Click photographs - Photos may exist for this station.
 AB8809
 AB8809.The dynamic height is computed by dividing the NAVD 88
 AB8809.geopotential number by the normal gravity value computed on the
 AB8809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8809.degrees latitude (g = 980.6199 gals.).
 AB8809
 AB8809.The modeled gravity was interpolated from observed gravity values.
 AB8809
 AB8809;                    North         East    Units  Estimated Accuracy
 AB8809;SPC SD N     -    58,566.8     862,607.5     MT  (+/- 3 meters HH1 GPS) 
 AB8809
 AB8809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8281809117(NAD 83)
 AB8809
 AB8809                          SUPERSEDED SURVEY CONTROL
 AB8809
 AB8809.No superseded survey control is available for this station.
 AB8809
 AB8809_MARKER: I = METAL ROD
 AB8809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8809_STAMPING: J 460 1994
 AB8809_MARK LOGO: NGS
 AB8809_PROJECTION: FLUSH
 AB8809_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8809+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8809_ROD/PIPE-DEPTH: 15.3 meters
 AB8809_SLEEVE-DEPTH  : 0.9 meters
 AB8809
 AB8809  HISTORY     - Date     Condition        Report By
 AB8809  HISTORY     - 1994     MONUMENTED       NGS
 AB8809
 AB8809                          STATION DESCRIPTION
 AB8809
 AB8809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8809'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8809'INTERSTATE HIGHWAY 29 IN BROOKINGS, 764.0 M (2506.6 FT) EAST OF
 AB8809'MILEPOST 424, 99.5 M (326.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.5
 AB8809'M (37.7 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT)
 AB8809'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 AB8809'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 AB8809'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8870 ***********************************************************************
 AB8870  CBN         -  This is a Cooperative Base Network Control Station.
 AB8870  DESIGNATION -  J 461
 AB8870  PID         -  AB8870
 AB8870  STATE/COUNTY-  SD/KINGSBURY
 AB8870  COUNTRY     -  US
 AB8870  USGS QUAD   -  MANCHESTER (2017)
 AB8870
 AB8870                         *CURRENT SURVEY CONTROL
 AB8870  ______________________________________________________________________
 AB8870* NAD 83(2011) POSITION- 44 22 11.45765(N) 097 41 32.47419(W)   ADJUSTED
 AB8870* NAD 83(2011) ELLIP HT-   452.708 (meters)        (06/27/12)   ADJUSTED
 AB8870* NAD 83(2011) EPOCH   -  2010.00
 AB8870* NAVD 88 ORTHO HEIGHT -   477.791 (meters)     1567.55  (feet) ADJUSTED
 AB8870  ______________________________________________________________________
 AB8870  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 AB8870  NAD 83(2011) X  -   -611,331.951 (meters)                     COMP
 AB8870  NAD 83(2011) Y  - -4,526,057.466 (meters)                     COMP
 AB8870  NAD 83(2011) Z  -  4,437,877.919 (meters)                     COMP
 AB8870  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 AB8870  DYNAMIC HEIGHT  -        477.703 (meters)     1567.26  (feet) COMP
 AB8870  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 AB8870
 AB8870  VERT ORDER      -  FIRST     CLASS II
 AB8870
 AB8870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8870  Standards:
 AB8870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8870  -------------------------------------------------------------------
 AB8870  NETWORK    1.26   3.80           0.60   0.38   1.94     -0.06434629
 AB8870  -------------------------------------------------------------------
 AB8870  Click here for local accuracies and other accuracy information.
 AB8870
 AB8870.The horizontal coordinates were established by GPS observations
 AB8870.and adjusted by the National Geodetic Survey in June 2012.
 AB8870
 AB8870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8870.been affixed to the stable North American tectonic plate. See 
 AB8870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8870
 AB8870.The horizontal coordinates are valid at the epoch date displayed above
 AB8870.which is a decimal equivalence of Year/Month/Day.
 AB8870
 AB8870.The orthometric height was determined by differential leveling and
 AB8870.adjusted by the NATIONAL GEODETIC SURVEY
 AB8870.in October 1997.
 AB8870
 AB8870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8870.GEOID18 height accuracy estimate available here.
 AB8870
 AB8870.Click photographs - Photos may exist for this station.
 AB8870
 AB8870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8870
 AB8870.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8870
 AB8870.The ellipsoidal height was determined by GPS observations
 AB8870.and is referenced to NAD 83.
 AB8870
 AB8870.The dynamic height is computed by dividing the NAVD 88
 AB8870.geopotential number by the normal gravity value computed on the
 AB8870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8870.degrees latitude (g = 980.6199 gals.).
 AB8870
 AB8870.The modeled gravity was interpolated from observed gravity values.
 AB8870
 AB8870. The following values were computed from the NAD 83(2011) position.
 AB8870
 AB8870;                    North         East     Units Scale Factor Converg.
 AB8870;SPC SD N     -    62,240.614   783,910.682   MT  1.00000930   +1 37 59.6
 AB8870;SPC SD N     -   204,201.08  2,571,880.30   sFT  1.00000930   +1 37 59.6
 AB8870;UTM  14      - 4,913,783.988   604,186.124   MT  0.99973349   +0 54 52.2
 AB8870
 AB8870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8870!SPC SD N     -   0.99992902  x   1.00000930  =   0.99993832
 AB8870!UTM  14      -   0.99992902  x   0.99973349  =   0.99966253
 AB8870
 AB8870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ0418613783(NAD 83)
 AB8870
 AB8870                          SUPERSEDED SURVEY CONTROL
 AB8870
 AB8870  NAD 83(2007)-  44 22 11.45767(N)    097 41 32.47511(W) AD(2002.00) 0
 AB8870  ELLIP H (02/10/07)  452.737  (m)                       GP(2002.00)    
 AB8870  ELLIP H (04/15/04)  452.739  (m)                       GP(       ) 2 1
 AB8870  NAD 83(1996)-  44 22 11.45725(N)    097 41 32.47467(W) AD(       ) B
 AB8870  ELLIP H (04/18/97)  452.761  (m)                       GP(       ) 4 1
 AB8870  NAVD 88 (04/18/97)  477.8    (m)  GEOID96  model used  GPS OBS        
 AB8870
 AB8870.Superseded values are not recommended for survey control.
 AB8870
 AB8870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8870.See file dsdata.pdf to determine how the superseded data were derived.
 AB8870
 AB8870_MARKER: I = METAL ROD
 AB8870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8870_STAMPING: J 461 1994
 AB8870_MARK LOGO: NGS
 AB8870_PROJECTION: FLUSH
 AB8870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8870+STABILITY: POSITION/ELEVATION WELL
 AB8870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8870+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1996
 AB8870_ROD/PIPE-DEPTH: 5.5 meters
 AB8870_SLEEVE-DEPTH  : 0.9 meters
 AB8870
 AB8870  HISTORY     - Date     Condition        Report By
 AB8870  HISTORY     - 1994     MONUMENTED       NGS
 AB8870  HISTORY     - 19960819 GOOD             NGS
 AB8870
 AB8870                          STATION DESCRIPTION
 AB8870
 AB8870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8870'11.4 KM (7.10 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8870'STATE HIGHWAY 25 IN DE SMET, 803.O M EAST OF MILEPOST 371, 807.0 M
 AB8870'(2647.6 FT) WEST OF MILEPOST 372, 22.2 M (72.8 FT) SOUTHEAST OF THE
 AB8870'HIGHWAY CENTERLINE, 6.6 M (21.7 FT) EAST OF THE CENTER OF A TRACK
 AB8870'ROAD, 2.5 M (8.2 FT) NORTHEAST OF THE SOUTHWEST END OF A FENCE, 0.8 M
 AB8870'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST
 AB8870'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8870'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8870'SPECIFICATIONS FOR A CLASS A MARK.
 AB8870
 AB8870                          STATION RECOVERY (1996)
 AB8870
 AB8870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB8870'THE STATION IS LOCATED ABOUT 21.5 KM (13.35 MI) NORTH OF CARTHAGE,
 AB8870'11.4 KM (7.10 MI) WEST OF DE SMET, 2.9 KM (1.80 MI) EAST OF
 AB8870'MANCHESTER, AND 0.8 KM (0.50 MI) WEST OF MILEPOST 371 ON U.S. HIGHWAY
 AB8870'14.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM
 AB8870'THE INTERSECTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 25 IN DE SMET,
 AB8870'GO WEST ON U.S. HIGHWAY 14 FOR 11.4 KM (7.10 MI) TO THE STATION ON THE
 AB8870'LEFT.  THE STATION IS LOCATED 22.2 M (72.8 FT) SOUTH-SOUTHEAST OF THE
 AB8870'HIGHWAY CENTERLINE, 6.6 M (21.7 FT) EAST OF THE CENTER OF A TRACK
 AB8870'ROAD, 5.2 M (17.1 FT) SOUTHWEST OF THE EAST END OF A CULVERT UNDER A
 AB8870'TRACK ROAD, 2.5 M (8.2 FT) NORTHEAST OF THE SOUTHWEST END OF A FENCE,
 AB8870'0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 AB8870'NORTHWEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT
 AB8870'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8914 ***********************************************************************
 AB8914  DESIGNATION -  J 462
 AB8914  PID         -  AB8914
 AB8914  STATE/COUNTY-  SD/BEADLE
 AB8914  COUNTRY     -  US
 AB8914  USGS QUAD   -  VIRGIL (2017)
 AB8914
 AB8914                         *CURRENT SURVEY CONTROL
 AB8914  ______________________________________________________________________
 AB8914* NAD 83(1986) POSITION- 44 22 13.     (N) 098 23 51.     (W)   SCALED
 AB8914* NAVD 88 ORTHO HEIGHT -   400.786 (meters)     1314.91  (feet) ADJUSTED
 AB8914  ______________________________________________________________________
 AB8914  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 AB8914  DYNAMIC HEIGHT  -        400.716 (meters)     1314.68  (feet) COMP
 AB8914  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 AB8914
 AB8914  VERT ORDER      -  FIRST     CLASS II
 AB8914
 AB8914.The horizontal coordinates were scaled from a map and have
 AB8914.an estimated accuracy of +/- 6 seconds.
 AB8914
 AB8914.The orthometric height was determined by differential leveling and
 AB8914.adjusted by the NATIONAL GEODETIC SURVEY
 AB8914.in October 1997.
 AB8914
 AB8914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8914.GEOID18 height accuracy estimate available here.
 AB8914
 AB8914.Click photographs - Photos may exist for this station.
 AB8914
 AB8914.The dynamic height is computed by dividing the NAVD 88
 AB8914.geopotential number by the normal gravity value computed on the
 AB8914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8914.degrees latitude (g = 980.6199 gals.).
 AB8914
 AB8914.The modeled gravity was interpolated from observed gravity values.
 AB8914
 AB8914;                    North         East    Units  Estimated Accuracy
 AB8914;SPC SD N     -    60,930.      727,720.      MT  (+/- 180 meters Scaled)
 AB8914
 AB8914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ480131(NAD 83)
 AB8914
 AB8914                          SUPERSEDED SURVEY CONTROL
 AB8914
 AB8914.No superseded survey control is available for this station.
 AB8914
 AB8914_MARKER: I = METAL ROD
 AB8914_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8914_STAMPING: J 462 1994
 AB8914_MARK LOGO: NGS
 AB8914_PROJECTION: FLUSH
 AB8914_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8914+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8914_ROD/PIPE-DEPTH: 7.3 meters
 AB8914_SLEEVE-DEPTH  : 0.9 meters
 AB8914
 AB8914  HISTORY     - Date     Condition        Report By
 AB8914  HISTORY     - 1994     MONUMENTED       NGS
 AB8914
 AB8914                          STATION DESCRIPTION
 AB8914
 AB8914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8914'14.7 KM (9.15 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8914'STATE HIGHWAY 37 IN HURON, 709.0 M (2326.1 FT) WEST OF MILEPOST 337,
 AB8914'20.0 M (65.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.4 M (40.7 FT)
 AB8914'WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 1.8 M (5.9 FT)
 AB8914'WEST OF A UTILITY POLE WITH A GUY CABLE, 1.1 M (3.6 FT) BELOW THE
 AB8914'LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) EAST OF FENCE CORNER, AND 0.3 M
 AB8914'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8914'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8914'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9001 ***********************************************************************
 AB9001  DESIGNATION -  J 463
 AB9001  PID         -  AB9001
 AB9001  STATE/COUNTY-  SD/HYDE
 AB9001  COUNTRY     -  US
 AB9001  USGS QUAD   -  HARROLD (2017)
 AB9001
 AB9001                         *CURRENT SURVEY CONTROL
 AB9001  ______________________________________________________________________
 AB9001* NAD 83(1986) POSITION- 44 31 36.     (N) 099 38 37.     (W)   SCALED
 AB9001* NAVD 88 ORTHO HEIGHT -   545.790 (meters)     1790.65  (feet) ADJUSTED
 AB9001  ______________________________________________________________________
 AB9001  GEOID HEIGHT    -        -23.651 (meters)                     GEOID18
 AB9001  DYNAMIC HEIGHT  -        545.681 (meters)     1790.29  (feet) COMP
 AB9001  MODELED GRAVITY -    980,401.4   (mgal)                       NAVD 88
 AB9001
 AB9001  VERT ORDER      -  FIRST     CLASS II
 AB9001
 AB9001.The horizontal coordinates were scaled from a map and have
 AB9001.an estimated accuracy of +/- 6 seconds.
 AB9001
 AB9001.The orthometric height was determined by differential leveling and
 AB9001.adjusted by the NATIONAL GEODETIC SURVEY
 AB9001.in October 1997.
 AB9001
 AB9001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9001.GEOID18 height accuracy estimate available here.
 AB9001
 AB9001.Click photographs - Photos may exist for this station.
 AB9001
 AB9001.The dynamic height is computed by dividing the NAVD 88
 AB9001.geopotential number by the normal gravity value computed on the
 AB9001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9001.degrees latitude (g = 980.6199 gals.).
 AB9001
 AB9001.The modeled gravity was interpolated from observed gravity values.
 AB9001
 AB9001;                    North         East    Units  Estimated Accuracy
 AB9001;SPC SD N     -    77,110.      628,330.      MT  (+/- 180 meters Scaled)
 AB9001
 AB9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ488305(NAD 83)
 AB9001
 AB9001                          SUPERSEDED SURVEY CONTROL
 AB9001
 AB9001.No superseded survey control is available for this station.
 AB9001
 AB9001_MARKER: I = METAL ROD
 AB9001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9001_STAMPING: J 463 1994
 AB9001_MARK LOGO: NGS
 AB9001_PROJECTION: FLUSH
 AB9001_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9001+STABILITY: POSITION/ELEVATION WELL
 AB9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9001+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9001_ROD/PIPE-DEPTH: 12.8 meters
 AB9001_SLEEVE-DEPTH  : 9.8 meters
 AB9001
 AB9001  HISTORY     - Date     Condition        Report By
 AB9001  HISTORY     - 1994     MONUMENTED       NGS
 AB9001
 AB9001                          STATION DESCRIPTION
 AB9001
 AB9001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9001'16.0 KM (9.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB9001'STATE HIGHWAY 47 IN HIGHMORE, 88.0 M (288.7 FT) EAST OF MILEPOST 268,
 AB9001'51.9 M (170.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 20.6 M (67.6
 AB9001'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) WEST OF AN
 AB9001'UNDERGROUND CABLE JUNCTION BOX, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AB9001'HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 AB9001'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9006 ***********************************************************************
 AB9006  DESIGNATION -  J 464
 AB9006  PID         -  AB9006
 AB9006  STATE/COUNTY-  SD/HUGHES
 AB9006  COUNTRY     -  US
 AB9006  USGS QUAD   -  HARROLD (2017)
 AB9006
 AB9006                         *CURRENT SURVEY CONTROL
 AB9006  ______________________________________________________________________
 AB9006* NAD 83(1986) POSITION- 44 31 38.     (N) 099 44 49.     (W)   SCALED
 AB9006* NAVD 88 ORTHO HEIGHT -   545.388 (meters)     1789.33  (feet) ADJUSTED
 AB9006  ______________________________________________________________________
 AB9006  GEOID HEIGHT    -        -23.574 (meters)                     GEOID18
 AB9006  DYNAMIC HEIGHT  -        545.281 (meters)     1788.98  (feet) COMP
 AB9006  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 AB9006
 AB9006  VERT ORDER      -  FIRST     CLASS II
 AB9006
 AB9006.The horizontal coordinates were scaled from a map and have
 AB9006.an estimated accuracy of +/- 6 seconds.
 AB9006
 AB9006.The orthometric height was determined by differential leveling and
 AB9006.adjusted by the NATIONAL GEODETIC SURVEY
 AB9006.in October 1997.
 AB9006
 AB9006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9006.GEOID18 height accuracy estimate available here.
 AB9006
 AB9006.Click photographs - Photos may exist for this station.
 AB9006
 AB9006.The dynamic height is computed by dividing the NAVD 88
 AB9006.geopotential number by the normal gravity value computed on the
 AB9006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9006.degrees latitude (g = 980.6199 gals.).
 AB9006
 AB9006.The modeled gravity was interpolated from observed gravity values.
 AB9006
 AB9006;                    North         East    Units  Estimated Accuracy
 AB9006;SPC SD S     -   243,900.      646,620.      MT  (+/- 180 meters Scaled)
 AB9006
 AB9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ406307(NAD 83)
 AB9006
 AB9006                          SUPERSEDED SURVEY CONTROL
 AB9006
 AB9006.No superseded survey control is available for this station.
 AB9006
 AB9006_MARKER: I = METAL ROD
 AB9006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9006_STAMPING: J 464 1994
 AB9006_MARK LOGO: NGS
 AB9006_PROJECTION: FLUSH
 AB9006_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9006+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9006_ROD/PIPE-DEPTH: 8.4 meters
 AB9006_SLEEVE-DEPTH  : 0.9 meters
 AB9006
 AB9006  HISTORY     - Date     Condition        Report By
 AB9006  HISTORY     - 1994     MONUMENTED       NGS
 AB9006  HISTORY     - 20120514 GOOD             INDIV
 AB9006
 AB9006                          STATION DESCRIPTION
 AB9006
 AB9006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9006'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9006'BLUNT, THENCE 19.3 KM (12.00 MI) EASTERLY ALONG U.S. HIGHWAY 14, 74.0
 AB9006'M (242.8 FT) NORTHWEST OF MILEPOST 263, 22.7 M (74.5 FT) NORTH OF THE
 AB9006'HIGHWAY CENTERLINE, 22.0 M (72.2 FT) EAST OF THE CENTER A ROAD LEADING
 AB9006'TO THE HAROLD MUNICIPAL AIRPORT, 7.2 M (23.6 FT) SOUTHWEST OF THE
 AB9006'SOUTHWEST CORNER OF TRANSFORMER NUMBER 30359, 1.7 M (5.6 FT) BELOW THE
 AB9006'LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) EAST OF THE WEST END OF A FENCE,
 AB9006'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AB9006'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB9006'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9006
 AB9006                          STATION RECOVERY (2012)
 AB9006
 AB9006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5578 ***********************************************************************
 AC5578  DESIGNATION -  J 465
 AC5578  PID         -  AC5578
 AC5578  STATE/COUNTY-  SD/PENNINGTON
 AC5578  COUNTRY     -  US
 AC5578  USGS QUAD   -  ROCKERVILLE (2017)
 AC5578
 AC5578                         *CURRENT SURVEY CONTROL
 AC5578  ______________________________________________________________________
 AC5578* NAD 83(1986) POSITION- 43 58 20.     (N) 103 16 49.     (W)   SCALED
 AC5578* NAVD 88 ORTHO HEIGHT -  1182.720 (meters)     3880.31  (feet) ADJUSTED
 AC5578  ______________________________________________________________________
 AC5578  GEOID HEIGHT    -        -15.477 (meters)                     GEOID18
 AC5578  DYNAMIC HEIGHT  -       1182.251 (meters)     3878.77  (feet) COMP
 AC5578  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 AC5578
 AC5578  VERT ORDER      -  FIRST     CLASS II
 AC5578
 AC5578.The horizontal coordinates were scaled from a map and have
 AC5578.an estimated accuracy of +/- 6 seconds.
 AC5578
 AC5578.The orthometric height was determined by differential leveling and
 AC5578.adjusted by the NATIONAL GEODETIC SURVEY
 AC5578.in October 1997.
 AC5578
 AC5578.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5578.GEOID18 height accuracy estimate available here.
 AC5578
 AC5578.Click photographs - Photos may exist for this station.
 AC5578
 AC5578.The dynamic height is computed by dividing the NAVD 88
 AC5578.geopotential number by the normal gravity value computed on the
 AC5578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5578.degrees latitude (g = 980.6199 gals.).
 AC5578
 AC5578.The modeled gravity was interpolated from observed gravity values.
 AC5578
 AC5578;                    North         East    Units  Estimated Accuracy
 AC5578;SPC SD S     -   186,260.      363,590.      MT  (+/- 180 meters Scaled)
 AC5578
 AC5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ379702(NAD 83)
 AC5578
 AC5578                          SUPERSEDED SURVEY CONTROL
 AC5578
 AC5578.No superseded survey control is available for this station.
 AC5578
 AC5578_MARKER: DV = VERTICAL CONTROL DISK
 AC5578_SETTING: 66 = SET IN ROCK OUTCROP
 AC5578_STAMPING: J 465 1995
 AC5578_MARK LOGO: NGS
 AC5578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5578+STABILITY: POSITION/ELEVATION WELL
 AC5578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5578+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5578
 AC5578  HISTORY     - Date     Condition        Report By
 AC5578  HISTORY     - 1995     MONUMENTED       NGS
 AC5578  HISTORY     - 20120808 MARK NOT FOUND   INDIV
 AC5578
 AC5578                          STATION DESCRIPTION
 AC5578
 AC5578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5578'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5578'IN RAPID CITY, THENCE 5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5578'BYPASS, THENCE 5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 16, IN AN
 AC5578'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 418.0 M (1371.4 FT) EAST OF
 AC5578'MILEPOST 60, 27.8 M (91.2 FT) EAST OF THE WEST END OF THE EXPOSED
 AC5578'BEDROCK, 12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AC5578'LANES OF THE HIGHWAY, 5.1 M (16.7 FT) SOUTH OF A GUARDRAIL, 0.4 M (1.3
 AC5578'FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AC5578'THE HIGHWAY.
 AC5578
 AC5578                          STATION RECOVERY (2012)
 AC5578
 AC5578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9086 ***********************************************************************
 AB9086  DESIGNATION -  J 466
 AB9086  PID         -  AB9086
 AB9086  STATE/COUNTY-  SD/STANLEY
 AB9086  COUNTRY     -  US
 AB9086  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB9086
 AB9086                         *CURRENT SURVEY CONTROL
 AB9086  ______________________________________________________________________
 AB9086* NAD 83(1986) POSITION- 44 22 18.     (N) 100 53 03.     (W)   SCALED
 AB9086* NAVD 88 ORTHO HEIGHT -   620.835 (meters)     2036.86  (feet) ADJUSTED
 AB9086  ______________________________________________________________________
 AB9086  GEOID HEIGHT    -        -22.716 (meters)                     GEOID18
 AB9086  DYNAMIC HEIGHT  -        620.693 (meters)     2036.39  (feet) COMP
 AB9086  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 AB9086
 AB9086  VERT ORDER      -  FIRST     CLASS II
 AB9086
 AB9086.The horizontal coordinates were scaled from a map and have
 AB9086.an estimated accuracy of +/- 6 seconds.
 AB9086
 AB9086.The orthometric height was determined by differential leveling and
 AB9086.adjusted by the NATIONAL GEODETIC SURVEY
 AB9086.in October 1997.
 AB9086
 AB9086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9086.GEOID18 height accuracy estimate available here.
 AB9086
 AB9086.Click photographs - Photos may exist for this station.
 AB9086
 AB9086.The dynamic height is computed by dividing the NAVD 88
 AB9086.geopotential number by the normal gravity value computed on the
 AB9086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9086.degrees latitude (g = 980.6199 gals.).
 AB9086
 AB9086.The modeled gravity was interpolated from observed gravity values.
 AB9086
 AB9086;                    North         East    Units  Estimated Accuracy
 AB9086;SPC SD S     -   226,600.      556,100.      MT  (+/- 180 meters Scaled)
 AB9086
 AB9086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ498148(NAD 83)
 AB9086
 AB9086                          SUPERSEDED SURVEY CONTROL
 AB9086
 AB9086.No superseded survey control is available for this station.
 AB9086
 AB9086_MARKER: I = METAL ROD
 AB9086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9086_STAMPING: J 466 1995
 AB9086_MARK LOGO: NGS
 AB9086_PROJECTION: FLUSH
 AB9086_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9086+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9086_ROD/PIPE-DEPTH: 2.4 meters
 AB9086_SLEEVE-DEPTH  : 0.9 meters
 AB9086
 AB9086  HISTORY     - Date     Condition        Report By
 AB9086  HISTORY     - 1995     MONUMENTED       NGS
 AB9086  HISTORY     - 20120531 GOOD             INDIV
 AB9086
 AB9086                          STATION DESCRIPTION
 AB9086
 AB9086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9086'11.0 KM (6.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9086'IN HAYES, 182.0 M (597.1 FT) WEST OF MILEPOST 202, 21.6 M (70.9 FT)
 AB9086'SOUTH OF THE HIGHWAY CENTERLINE, 17.2 M (56.4 FT) SOUTHWEST OF THE
 AB9086'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 11.0 M (36.1 FT) BELOW THE
 AB9086'LEVEL OF THE HIGHWAY, 3.2 M (10.5 FT) NORTH OF A T-FENCE CORNER, AND
 AB9086'1.0 M (3.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AB9086'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB9086'MEET THE SPECIFICATION FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO
 AB9086'REFUSAL AND ANCHORED.
 AB9086
 AB9086                          STATION RECOVERY (2012)
 AB9086
 AB9086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8872 ***********************************************************************
 AD8872  CBN         -  This is a Cooperative Base Network Control Station.
 AD8872  DESIGNATION -  J 467
 AD8872  PID         -  AD8872
 AD8872  STATE/COUNTY-  SD/DEUEL
 AD8872  COUNTRY     -  US
 AD8872  USGS QUAD   -  GARY NW (2019)
 AD8872
 AD8872                         *CURRENT SURVEY CONTROL
 AD8872  ______________________________________________________________________
 AD8872* NAD 83(2011) POSITION- 44 56 10.70808(N) 096 27 09.73954(W)   ADJUSTED
 AD8872* NAD 83(2011) ELLIP HT-   331.092 (meters)        (06/27/12)   ADJUSTED
 AD8872* NAD 83(2011) EPOCH   -  2010.00
 AD8872* NAVD 88 ORTHO HEIGHT -   356.870 (meters)     1170.83  (feet) ADJUSTED
 AD8872  ______________________________________________________________________
 AD8872  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 AD8872  NAD 83(2011) X  -   -508,289.084 (meters)                     COMP
 AD8872  NAD 83(2011) Y  - -4,494,175.216 (meters)                     COMP
 AD8872  NAD 83(2011) Z  -  4,482,574.450 (meters)                     COMP
 AD8872  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 AD8872  DYNAMIC HEIGHT  -        356.834 (meters)     1170.71  (feet) COMP
 AD8872  MODELED GRAVITY -    980,505.0   (mgal)                       NAVD 88
 AD8872
 AD8872  VERT ORDER      -  FIRST     CLASS II
 AD8872
 AD8872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8872  Standards:
 AD8872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8872  -------------------------------------------------------------------
 AD8872  NETWORK    0.64   1.29           0.29   0.22   0.66      0.03162805
 AD8872  -------------------------------------------------------------------
 AD8872  Click here for local accuracies and other accuracy information.
 AD8872
 AD8872.The horizontal coordinates were established by GPS observations
 AD8872.and adjusted by the National Geodetic Survey in June 2012.
 AD8872
 AD8872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8872.been affixed to the stable North American tectonic plate. See 
 AD8872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8872
 AD8872.The horizontal coordinates are valid at the epoch date displayed above
 AD8872.which is a decimal equivalence of Year/Month/Day.
 AD8872
 AD8872.The orthometric height was determined by differential leveling and
 AD8872.adjusted by the NATIONAL GEODETIC SURVEY
 AD8872.in July 1998.
 AD8872
 AD8872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8872.GEOID18 height accuracy estimate available here.
 AD8872
 AD8872.Click photographs - Photos may exist for this station.
 AD8872
 AD8872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8872
 AD8872.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8872
 AD8872.The ellipsoidal height was determined by GPS observations
 AD8872.and is referenced to NAD 83.
 AD8872
 AD8872.The dynamic height is computed by dividing the NAVD 88
 AD8872.geopotential number by the normal gravity value computed on the
 AD8872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8872.degrees latitude (g = 980.6199 gals.).
 AD8872
 AD8872.The modeled gravity was interpolated from observed gravity values.
 AD8872
 AD8872. The following values were computed from the NAD 83(2011) position.
 AD8872
 AD8872;                    North         East     Units Scale Factor Converg.
 AD8872;SPC SD N     -   128,698.048   879,896.576   MT  0.99994111   +2 30 38.0
 AD8872;SPC SD N     -   422,236.85  2,886,794.02   sFT  0.99994111   +2 30 38.0
 AD8872;UTM  14      - 4,979,031.815   700,988.321   MT  1.00009676   +1 47 59.3
 AD8872
 AD8872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8872!SPC SD N     -   0.99994809  x   0.99994111  =   0.99988920
 AD8872!UTM  14      -   0.99994809  x   1.00009676  =   1.00004485
 AD8872
 AD8872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0098879031(NAD 83)
 AD8872
 AD8872                          SUPERSEDED SURVEY CONTROL
 AD8872
 AD8872  NAD 83(2007)-  44 56 10.70805(N)    096 27 09.74051(W) AD(2002.00) 0
 AD8872  ELLIP H (02/10/07)  331.126  (m)                       GP(2002.00)    
 AD8872  NAD 83(1996)-  44 56 10.70780(N)    096 27 09.74025(W) AD(       ) A
 AD8872  ELLIP H (06/23/03)  331.134  (m)                       GP(       ) 3 1
 AD8872  NAVD 88             356.87   (m)         1170.8    (f) LEVELING    3  
 AD8872
 AD8872.Superseded values are not recommended for survey control.
 AD8872
 AD8872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8872.See file dsdata.pdf to determine how the superseded data were derived.
 AD8872
 AD8872_MARKER: F = FLANGE-ENCASED ROD
 AD8872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8872_STAMPING: J 467 1995
 AD8872_MARK LOGO: NGS
 AD8872_PROJECTION: FLUSH
 AD8872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AD8872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8872+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2019
 AD8872_ROD/PIPE-DEPTH: 13.5 meters
 AD8872_SLEEVE-DEPTH  : 10.3 meters
 AD8872
 AD8872  HISTORY     - Date     Condition        Report By
 AD8872  HISTORY     - 1995     MONUMENTED       NGS
 AD8872  HISTORY     - 19980827 GOOD             NGS
 AD8872  HISTORY     - 20020604 GOOD             SDDT
 AD8872  HISTORY     - 20071114 GOOD             MNDT
 AD8872  HISTORY     - 20190911 GOOD             MNDT
 AD8872
 AD8872                          STATION DESCRIPTION
 AD8872
 AD8872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8872'51.8 KM (32.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8872'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 62.0 M (203.4 FT) WEST OF THE
 AD8872'CENTER OF STATE LINE ROAD, 41.6 M (136.5 FT) NORTH OF MILEPOST 412,
 AD8872'29.3 M (96.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.6 M (74.1 FT)
 AD8872'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 1.3 M (4.3
 AD8872'FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.7 M (2.3 FT) BELOW THE
 AD8872'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AD8872'5-INCH LOGO CAP.
 AD8872
 AD8872                          STATION RECOVERY (1998)
 AD8872
 AD8872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AD8872'51.8 KM (32.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8872'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 41.6 M (136.5 FT) WEST OF THE
 AD8872'CENTER OF STATE LINE ROAD, 41.6 M (136.5 FT) NORTH OF MILEPOST 412,
 AD8872'29.3 M (96.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.6 M (74.1 FT)
 AD8872'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 1.3 M (4.3
 AD8872'FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.7 M (2.3 FT) BELOW THE
 AD8872'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AD8872'5-INCH LOGO CAP.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AD8872
 AD8872                          STATION RECOVERY (2002)
 AD8872
 AD8872'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AD8872'RECOVERED AS DESCRIBED
 AD8872'
 AD8872
 AD8872                          STATION RECOVERY (2007)
 AD8872
 AD8872'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 AD8872'RECOVERED AS DESCRIBED.
 AD8872
 AD8872                          STATION RECOVERY (2019)
 AD8872
 AD8872'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AD8872'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5812 ***********************************************************************
 AE5812  DESIGNATION -  J 468
 AE5812  PID         -  AE5812
 AE5812  STATE/COUNTY-  SD/SPINK
 AE5812  COUNTRY     -  US
 AE5812  USGS QUAD   -  DOLAND (2017)
 AE5812
 AE5812                         *CURRENT SURVEY CONTROL
 AE5812  ______________________________________________________________________
 AE5812* NAD 83(1986) POSITION- 44 53 33.     (N) 098 01 27.     (W)   SCALED
 AE5812* NAVD 88 ORTHO HEIGHT -   424.269 (meters)     1391.96  (feet) ADJUSTED
 AE5812  ______________________________________________________________________
 AE5812  GEOID HEIGHT    -        -24.483 (meters)                     GEOID18
 AE5812  DYNAMIC HEIGHT  -        424.221 (meters)     1391.80  (feet) COMP
 AE5812  MODELED GRAVITY -    980,491.0   (mgal)                       NAVD 88
 AE5812
 AE5812  VERT ORDER      -  FIRST     CLASS II
 AE5812
 AE5812.The horizontal coordinates were scaled from a map and have
 AE5812.an estimated accuracy of +/- 6 seconds.
 AE5812
 AE5812.The orthometric height was determined by differential leveling and
 AE5812.adjusted by the NATIONAL GEODETIC SURVEY
 AE5812.in July 1998.
 AE5812
 AE5812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5812.GEOID18 height accuracy estimate available here.
 AE5812
 AE5812.Click photographs - Photos may exist for this station.
 AE5812
 AE5812.The dynamic height is computed by dividing the NAVD 88
 AE5812.geopotential number by the normal gravity value computed on the
 AE5812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5812.degrees latitude (g = 980.6199 gals.).
 AE5812
 AE5812.The modeled gravity was interpolated from observed gravity values.
 AE5812
 AE5812;                    North         East    Units  Estimated Accuracy
 AE5812;SPC SD N     -   119,600.      756,060.      MT  (+/- 180 meters Scaled)
 AE5812
 AE5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ770714(NAD 83)
 AE5812
 AE5812                          SUPERSEDED SURVEY CONTROL
 AE5812
 AE5812.No superseded survey control is available for this station.
 AE5812
 AE5812_MARKER: F = FLANGE-ENCASED ROD
 AE5812_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5812_STAMPING: J 468 1995
 AE5812_MARK LOGO: NGS
 AE5812_PROJECTION: FLUSH
 AE5812_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5812+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 AE5812_ROD/PIPE-DEPTH: 14.6 meters
 AE5812_SLEEVE-DEPTH  : 0.9 meters
 AE5812
 AE5812  HISTORY     - Date     Condition        Report By
 AE5812  HISTORY     - 1995     MONUMENTED       NGS
 AE5812  HISTORY     - 19990825 GOOD             NGS
 AE5812
 AE5812                          STATION DESCRIPTION
 AE5812
 AE5812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5812'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5812'HUMPHREY DRIVE IN DOLAND, 559.0 M (1834.0 FT) EAST OF MILEPOST 331,
 AE5812'20.9 M (68.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.9 M (29.2 FT) EAST
 AE5812'OF THE CENTER OF A TRACK ROAD, 5.3 M (17.4 FT) NORTH OF A FENCE
 AE5812'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AE5812'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AE5812'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5812'SPECIFICATIONS FOR A CLASS A MARK.
 AE5812
 AE5812                          STATION RECOVERY (1999)
 AE5812
 AE5812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE5812'6.2 KM (3.85 MI) EASTERLY ALONG U.S.  HIGHWAY 212 FROM THE JUNCTION OF
 AE5812'HUMPHREY DRIVE IN DOLAND, 559.0 M (1834.0 FT) EAST OF MILEPOST 331,
 AE5812'20.9 M (68.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.9 M (29.2 FT) EAST
 AE5812'OF THE CENTER OF A TRACK ROAD, 5.3 M (17.4 FT) NORTH OF A FENCE
 AE5812'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AE5812'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AE5812'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5812'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY
 AE5812'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5846 ***********************************************************************
 AE5846  DESIGNATION -  J 469
 AE5846  PID         -  AE5846
 AE5846  STATE/COUNTY-  SD/FAULK
 AE5846  COUNTRY     -  US
 AE5846  USGS QUAD   -  ROCKHAM (2017)
 AE5846
 AE5846                         *CURRENT SURVEY CONTROL
 AE5846  ______________________________________________________________________
 AE5846* NAD 83(1986) POSITION- 44 53 48.     (N) 098 48 30.     (W)   SCALED
 AE5846* NAVD 88 ORTHO HEIGHT -   420.214 (meters)     1378.65  (feet) ADJUSTED
 AE5846  ______________________________________________________________________
 AE5846  GEOID HEIGHT    -        -24.190 (meters)                     GEOID18
 AE5846  DYNAMIC HEIGHT  -        420.161 (meters)     1378.48  (feet) COMP
 AE5846  MODELED GRAVITY -    980,478.7   (mgal)                       NAVD 88
 AE5846
 AE5846  VERT ORDER      -  FIRST     CLASS II
 AE5846
 AE5846.The horizontal coordinates were scaled from a map and have
 AE5846.an estimated accuracy of +/- 6 seconds.
 AE5846
 AE5846.The orthometric height was determined by differential leveling and
 AE5846.adjusted by the NATIONAL GEODETIC SURVEY
 AE5846.in July 1998.
 AE5846
 AE5846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5846.GEOID18 height accuracy estimate available here.
 AE5846
 AE5846.Click photographs - Photos may exist for this station.
 AE5846
 AE5846.The dynamic height is computed by dividing the NAVD 88
 AE5846.geopotential number by the normal gravity value computed on the
 AE5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5846.degrees latitude (g = 980.6199 gals.).
 AE5846
 AE5846.The modeled gravity was interpolated from observed gravity values.
 AE5846
 AE5846;                    North         East    Units  Estimated Accuracy
 AE5846;SPC SD N     -   118,850.      694,120.      MT  (+/- 180 meters Scaled)
 AE5846
 AE5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ151714(NAD 83)
 AE5846
 AE5846                          SUPERSEDED SURVEY CONTROL
 AE5846
 AE5846.No superseded survey control is available for this station.
 AE5846
 AE5846_MARKER: I = METAL ROD
 AE5846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5846_STAMPING: J 469 1996
 AE5846_MARK LOGO: NGS
 AE5846_PROJECTION: FLUSH
 AE5846_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5846+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5846_ROD/PIPE-DEPTH: 8.4 meters
 AE5846_SLEEVE-DEPTH  : 0.9 meters
 AE5846
 AE5846  HISTORY     - Date     Condition        Report By
 AE5846  HISTORY     - 1996     MONUMENTED       NGS
 AE5846
 AE5846                          STATION DESCRIPTION
 AE5846
 AE5846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5846'23.2 KM (14.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5846'OF U.S. HIGHWAY 281 IN REDFIELD, 25.0 M (82.0 FT) EAST OF MILEPOST
 AE5846'292, 14.9 M (48.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.5 M (14.8 FT)
 AE5846'WEST OF A UTILITY POLE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE5846'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AE5846'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE5846'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0308 ***********************************************************************
 PS0308  DESIGNATION -  J 47
 PS0308  PID         -  PS0308
 PS0308  STATE/COUNTY-  SD/HYDE
 PS0308  COUNTRY     -  US
 PS0308  USGS QUAD   -  RICE LAKE (2017)
 PS0308
 PS0308                         *CURRENT SURVEY CONTROL
 PS0308  ______________________________________________________________________
 PS0308* NAD 83(1986) POSITION- 44 52 00.13   (N) 099 28 19.55   (W)   HD_HELD1
 PS0308* NAVD 88 ORTHO HEIGHT -   557.041 (meters)     1827.56  (feet) ADJUSTED
 PS0308  ______________________________________________________________________
 PS0308  GEOID HEIGHT    -        -23.013 (meters)                     GEOID18
 PS0308  DYNAMIC HEIGHT  -        556.963 (meters)     1827.30  (feet) COMP
 PS0308  MODELED GRAVITY -    980,459.8   (mgal)                       NAVD 88
 PS0308
 PS0308  VERT ORDER      -  SECOND    CLASS 0
 PS0308
 PS0308.The horizontal coordinates were determined by differentially corrected
 PS0308.hand held GPS observations or other comparable positioning techniques
 PS0308.and have an estimated accuracy of +/- 3 meters.
 PS0308
 PS0308.The orthometric height was determined by differential leveling and
 PS0308.adjusted by the NATIONAL GEODETIC SURVEY
 PS0308.in June 1991.
 PS0308
 PS0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0308.GEOID18 height accuracy estimate available here.
 PS0308
 PS0308.Click photographs - Photos may exist for this station.
 PS0308
 PS0308.The dynamic height is computed by dividing the NAVD 88
 PS0308.geopotential number by the normal gravity value computed on the
 PS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0308.degrees latitude (g = 980.6199 gals.).
 PS0308
 PS0308.The modeled gravity was interpolated from observed gravity values.
 PS0308
 PS0308;                    North         East    Units  Estimated Accuracy
 PS0308;SPC SD N     -   114,966.2     641,717.2     MT  (+/- 3 meters HH1 GPS) 
 PS0308
 PS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6270568251(NAD 83)
 PS0308
 PS0308                          SUPERSEDED SURVEY CONTROL
 PS0308
 PS0308  NGVD 29 (??/??/92)  556.692  (m)         1826.41   (f) ADJ UNCH    2 0
 PS0308
 PS0308.Superseded values are not recommended for survey control.
 PS0308
 PS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0308.See file dsdata.pdf to determine how the superseded data were derived.
 PS0308
 PS0308_MARKER: DB = BENCH MARK DISK
 PS0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0308_SP_SET: BRIDGE
 PS0308_STAMPING: J 47 1934
 PS0308_MARK LOGO: CGS
 PS0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0308
 PS0308  HISTORY     - Date     Condition        Report By
 PS0308  HISTORY     - 1934     MONUMENTED       CGS
 PS0308  HISTORY     - 1940     GOOD             CGS
 PS0308
 PS0308                          STATION DESCRIPTION
 PS0308
 PS0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0308'16.1 MI S FROM SENECA.
 PS0308'IN HYDE COUNTY, 16.1 MILES SOUTH ALONG THE HIGHMORE ROAD FROM
 PS0308'THE POST OFFICE AT SENECA, FAULK COUNTY, AT A FARMHOUSE, 143 FEET
 PS0308'WEST OF THE FARM DRIVE, AT A CONCRETE BRIDGE WITH A PIPE GUARDRAIL,
 PS0308'IN THE TOP OF THE NORTH CONCRETE HEADWALL, 12.5 FEET NORTH OF
 PS0308'THE CENTERLINE OF THE HIGHMORE ROAD, AND 6 FEET WEST OF A
 PS0308'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 47 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5852 ***********************************************************************
 AE5852  DESIGNATION -  J 470
 AE5852  PID         -  AE5852
 AE5852  STATE/COUNTY-  SD/HAND
 AE5852  COUNTRY     -  US
 AE5852  USGS QUAD   -  ROCKHAM (2017)
 AE5852
 AE5852                         *CURRENT SURVEY CONTROL
 AE5852  ______________________________________________________________________
 AE5852* NAD 83(1986) POSITION- 44 53 50.     (N) 098 46 03.     (W)   SCALED
 AE5852* NAVD 88 ORTHO HEIGHT -   418.793 (meters)     1373.99  (feet) ADJUSTED
 AE5852  ______________________________________________________________________
 AE5852  GEOID HEIGHT    -        -24.214 (meters)                     GEOID18
 AE5852  DYNAMIC HEIGHT  -        418.741 (meters)     1373.82  (feet) COMP
 AE5852  MODELED GRAVITY -    980,481.1   (mgal)                       NAVD 88
 AE5852
 AE5852  VERT ORDER      -  FIRST     CLASS II
 AE5852
 AE5852.The horizontal coordinates were scaled from a map and have
 AE5852.an estimated accuracy of +/- 6 seconds.
 AE5852
 AE5852.The orthometric height was determined by differential leveling and
 AE5852.adjusted by the NATIONAL GEODETIC SURVEY
 AE5852.in July 1998.
 AE5852
 AE5852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5852.GEOID18 height accuracy estimate available here.
 AE5852
 AE5852.Click photographs - Photos may exist for this station.
 AE5852
 AE5852.The dynamic height is computed by dividing the NAVD 88
 AE5852.geopotential number by the normal gravity value computed on the
 AE5852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5852.degrees latitude (g = 980.6199 gals.).
 AE5852
 AE5852.The modeled gravity was interpolated from observed gravity values.
 AE5852
 AE5852;                    North         East    Units  Estimated Accuracy
 AE5852;SPC SD N     -   118,960.      697,340.      MT  (+/- 180 meters Scaled)
 AE5852
 AE5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ183715(NAD 83)
 AE5852
 AE5852                          SUPERSEDED SURVEY CONTROL
 AE5852
 AE5852.No superseded survey control is available for this station.
 AE5852
 AE5852_MARKER: I = METAL ROD
 AE5852_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5852_STAMPING: J 470 1996
 AE5852_MARK LOGO: NGS
 AE5852_PROJECTION: FLUSH
 AE5852_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5852+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5852_ROD/PIPE-DEPTH: 7.0 meters
 AE5852_SLEEVE-DEPTH  : 0.9 meters
 AE5852
 AE5852  HISTORY     - Date     Condition        Report By
 AE5852  HISTORY     - 1996     MONUMENTED       NGS
 AE5852
 AE5852                          STATION DESCRIPTION
 AE5852
 AE5852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5852'16.8 KM (10.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5852'OF U.S. HIGHWAY 281 IN REDFIELD, 33.3 M (109.3 FT) NORTHEAST OF
 AE5852'MILEPOST 294, 24.6 M (80.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 AE5852'15.2 M (49.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) WEST
 AE5852'OF THE MOST NORTHERLY OF 2 UTILITY POLES, 0.6 M (2.0 FT) BELOW THE
 AE5852'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AE5852'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5852'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4122 ***********************************************************************
 AE4122  DESIGNATION -  J 471
 AE4122  PID         -  AE4122
 AE4122  STATE/COUNTY-  SD/FAULK
 AE4122  COUNTRY     -  US
 AE4122  USGS QUAD   -  SENECA (2017)
 AE4122
 AE4122                         *CURRENT SURVEY CONTROL
 AE4122  ______________________________________________________________________
 AE4122* NAD 83(1986) POSITION- 45 03 24.     (N) 099 33 09.     (W)   SCALED
 AE4122* NAVD 88 ORTHO HEIGHT -   589.394 (meters)     1933.70  (feet) ADJUSTED
 AE4122  ______________________________________________________________________
 AE4122  GEOID HEIGHT    -        -22.817 (meters)                     GEOID18
 AE4122  DYNAMIC HEIGHT  -        589.312 (meters)     1933.43  (feet) COMP
 AE4122  MODELED GRAVITY -    980,458.6   (mgal)                       NAVD 88
 AE4122
 AE4122  VERT ORDER      -  FIRST     CLASS II
 AE4122
 AE4122.The horizontal coordinates were scaled from a map and have
 AE4122.an estimated accuracy of +/- 6 seconds.
 AE4122
 AE4122.The orthometric height was determined by differential leveling and
 AE4122.adjusted by the NATIONAL GEODETIC SURVEY
 AE4122.in July 1998.
 AE4122
 AE4122.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4122.GEOID18 height accuracy estimate available here.
 AE4122
 AE4122.Click photographs - Photos may exist for this station.
 AE4122
 AE4122.The dynamic height is computed by dividing the NAVD 88
 AE4122.geopotential number by the normal gravity value computed on the
 AE4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4122.degrees latitude (g = 980.6199 gals.).
 AE4122
 AE4122.The modeled gravity was interpolated from observed gravity values.
 AE4122
 AE4122;                    North         East    Units  Estimated Accuracy
 AE4122;SPC SD N     -   136,040.      635,250.      MT  (+/- 180 meters Scaled)
 AE4122
 AE4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ564893(NAD 83)
 AE4122
 AE4122                          SUPERSEDED SURVEY CONTROL
 AE4122
 AE4122.No superseded survey control is available for this station.
 AE4122
 AE4122_MARKER: I = METAL ROD
 AE4122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4122_STAMPING: J 471 1996
 AE4122_MARK LOGO: NGS
 AE4122_PROJECTION: FLUSH
 AE4122_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4122+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4122_ROD/PIPE-DEPTH: 6.9 meters
 AE4122_SLEEVE-DEPTH  : 0.9 meters
 AE4122
 AE4122  HISTORY     - Date     Condition        Report By
 AE4122  HISTORY     - 1996     MONUMENTED       NGS
 AE4122
 AE4122                          STATION DESCRIPTION
 AE4122
 AE4122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4122'33.0 KM (20.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4122'OF EXENE STREET IN GETTYSBURG, 95.0 M (311.7 FT) WEST OF MILEPOST 246,
 AE4122'29.8 M (97.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT)
 AE4122'EAST OF THE CENTER OF A TRACK ROAD, 0.8 M (2.6 FT) NORTH OF A WITNESS
 AE4122'POST AND FENCE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE4122'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4122'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0367 ***********************************************************************
 PS0367  DESIGNATION -  J 48
 PS0367  PID         -  PS0367
 PS0367  STATE/COUNTY-  SD/HYDE
 PS0367  COUNTRY     -  US
 PS0367  USGS QUAD   -  MACS CORNER (2017)
 PS0367
 PS0367                         *CURRENT SURVEY CONTROL
 PS0367  ______________________________________________________________________
 PS0367* NAD 83(1986) POSITION- 44 17 42.     (N) 099 26 30.     (W)   SCALED
 PS0367* NAVD 88 ORTHO HEIGHT -   585.972 (meters)     1922.48  (feet) ADJUSTED
 PS0367  ______________________________________________________________________
 PS0367  GEOID HEIGHT    -        -24.226 (meters)                     GEOID18
 PS0367  DYNAMIC HEIGHT  -        585.840 (meters)     1922.04  (feet) COMP
 PS0367  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 PS0367
 PS0367  VERT ORDER      -  SECOND    CLASS 0
 PS0367
 PS0367.The horizontal coordinates were scaled from a map and have
 PS0367.an estimated accuracy of +/- 6 seconds.
 PS0367
 PS0367.The orthometric height was determined by differential leveling and
 PS0367.adjusted by the NATIONAL GEODETIC SURVEY
 PS0367.in June 1991.
 PS0367
 PS0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0367.GEOID18 height accuracy estimate available here.
 PS0367
 PS0367.Click photographs - Photos may exist for this station.
 PS0367
 PS0367.The dynamic height is computed by dividing the NAVD 88
 PS0367.geopotential number by the normal gravity value computed on the
 PS0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0367.degrees latitude (g = 980.6199 gals.).
 PS0367
 PS0367.The modeled gravity was interpolated from observed gravity values.
 PS0367
 PS0367;                    North         East    Units  Estimated Accuracy
 PS0367;SPC SD N     -    51,460.      644,560.      MT  (+/- 180 meters Scaled)
 PS0367
 PS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647047(NAD 83)
 PS0367
 PS0367                          SUPERSEDED SURVEY CONTROL
 PS0367
 PS0367  NGVD 29 (??/??/92)  585.60   (m)         1921.3    (f) COMPUTED    2 0
 PS0367
 PS0367.Superseded values are not recommended for survey control.
 PS0367
 PS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0367.See file dsdata.pdf to determine how the superseded data were derived.
 PS0367
 PS0367_MARKER: DB = BENCH MARK DISK
 PS0367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0367_SP_SET: CULVERT HEADWALL
 PS0367_STAMPING: J 48 1934
 PS0367_MARK LOGO: CGS
 PS0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0367+STABILITY: SURFACE MOTION
 PS0367
 PS0367  HISTORY     - Date     Condition        Report By
 PS0367  HISTORY     - 1934     MONUMENTED       CGS
 PS0367
 PS0367                          STATION DESCRIPTION
 PS0367
 PS0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0367'15.5 MI S FROM HIGHMORE.
 PS0367'15.5 MILES SOUTH OF DEPOT AT HIGHMORE ALONG THE HIGHMORE-CHAMBERLAIN
 PS0367'HIWAY AT ROAD CROSSING.  SET IN CENTER OF THE NORTH HEADWALL
 PS0367'OF CROSS ROAD CULVERT.  50 FEET WEST OF CENTERLINE OF THE
 PS0367'HIGHWAY AND LEVEL WITH ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0368 ***********************************************************************
 PS0368  DESIGNATION -  J 48 RESET
 PS0368  PID         -  PS0368
 PS0368  STATE/COUNTY-  SD/HYDE
 PS0368  COUNTRY     -  US
 PS0368  USGS QUAD   -  MACS CORNER (2017)
 PS0368
 PS0368                         *CURRENT SURVEY CONTROL
 PS0368  ______________________________________________________________________
 PS0368* NAD 83(1986) POSITION- 44 17 44.     (N) 099 26 30.     (W)   SCALED
 PS0368* NAVD 88 ORTHO HEIGHT -   585.52  (meters)     1921.0   (feet) RESET
 PS0368  ______________________________________________________________________
 PS0368  GEOID HEIGHT    -        -24.225 (meters)                     GEOID18
 PS0368  VERT ORDER      -  THIRD
 PS0368
 PS0368.The horizontal coordinates were scaled from a map and have
 PS0368.an estimated accuracy of +/- 6 seconds.
 PS0368
 PS0368.The orthometric height was computed from unverified reset data.
 PS0368
 PS0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0368.GEOID18 height accuracy estimate available here.
 PS0368
 PS0368.Click photographs - Photos may exist for this station.
 PS0368
 PS0368;                    North         East    Units  Estimated Accuracy
 PS0368;SPC SD N     -    51,520.      644,560.      MT  (+/- 180 meters Scaled)
 PS0368
 PS0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647047(NAD 83)
 PS0368
 PS0368                          SUPERSEDED SURVEY CONTROL
 PS0368
 PS0368.No superseded survey control is available for this station.
 PS0368
 PS0368_MARKER: DB = BENCH MARK DISK
 PS0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0368_STAMPING: J 48 RESET 1959
 PS0368_MARK LOGO: CGS
 PS0368_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0368+STABILITY: SURFACE MOTION
 PS0368
 PS0368  HISTORY     - Date     Condition        Report By
 PS0368  HISTORY     - 1959     MONUMENTED       SDHD
 PS0368
 PS0368                          STATION DESCRIPTION
 PS0368
 PS0368'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 PS0368'15.5 MI S FROM HIGHMORE.
 PS0368'THE MARK IS LOCATED ABOUT 15.5 MILES SOUTH ALONG STATE HIGHWAY
 PS0368'47 FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT HIGHMORE,
 PS0368'33 FEET SOUTH OF A FIELD ENTRANCE, 3 FEET EAST AND 1 FOOT SOUTH
 PS0368'OF A TELEPHONE POLE, 99 FEET WEST OF THE CENTERLINE OF THE
 PS0368'HIGHWAY, AND SET IN THE TOP OF A 6 INCH X 6 INCH CONCRETE POST
 PS0368'PROJECTING 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0262 ***********************************************************************
 OQ0262  DESIGNATION -  J 5
 OQ0262  PID         -  OQ0262
 OQ0262  STATE/COUNTY-  SD/MINNEHAHA
 OQ0262  COUNTRY     -  US
 OQ0262  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0262
 OQ0262                         *CURRENT SURVEY CONTROL
 OQ0262  ______________________________________________________________________
 OQ0262* NAD 83(1986) POSITION- 43 34 39.     (N) 096 52 13.     (W)   SCALED
 OQ0262* NAVD 88 ORTHO HEIGHT -   450.844 (meters)     1479.14  (feet) ADJUSTED
 OQ0262  ______________________________________________________________________
 OQ0262  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 OQ0262  DYNAMIC HEIGHT  -        450.722 (meters)     1478.74  (feet) COMP
 OQ0262  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 OQ0262
 OQ0262  VERT ORDER      -  FIRST     CLASS II
 OQ0262
 OQ0262.The horizontal coordinates were scaled from a map and have
 OQ0262.an estimated accuracy of +/- 6 seconds.
 OQ0262
 OQ0262.The orthometric height was determined by differential leveling and
 OQ0262.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0262.in June 1991.
 OQ0262
 OQ0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0262.GEOID18 height accuracy estimate available here.
 OQ0262
 OQ0262.Click photographs - Photos may exist for this station.
 OQ0262
 OQ0262.The dynamic height is computed by dividing the NAVD 88
 OQ0262.geopotential number by the normal gravity value computed on the
 OQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0262.degrees latitude (g = 980.6199 gals.).
 OQ0262
 OQ0262.The modeled gravity was interpolated from observed gravity values.
 OQ0262
 OQ0262;                    North         East    Units  Estimated Accuracy
 OQ0262;SPC SD S     -   144,050.      879,620.      MT  (+/- 180 meters Scaled)
 OQ0262
 OQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP719271(NAD 83)
 OQ0262
 OQ0262                          SUPERSEDED SURVEY CONTROL
 OQ0262
 OQ0262  NGVD 29 (??/??/92)  450.555  (m)         1478.20   (f) ADJ UNCH    1 2
 OQ0262
 OQ0262.Superseded values are not recommended for survey control.
 OQ0262
 OQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0262.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0262
 OQ0262_MARKER: DB = BENCH MARK DISK
 OQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0262_STAMPING: 1478.196 J 5 1925
 OQ0262_MARK LOGO: CGS
 OQ0262_PROJECTION: FLUSH
 OQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0262+STABILITY: SURFACE MOTION
 OQ0262
 OQ0262  HISTORY     - Date     Condition        Report By
 OQ0262  HISTORY     - 1925     MONUMENTED       CGS
 OQ0262  HISTORY     - 1935     GOOD             CGS
 OQ0262  HISTORY     - 20110223 MARK NOT FOUND   INDIV
 OQ0262
 OQ0262                          STATION DESCRIPTION
 OQ0262
 OQ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OQ0262'2.2 MI NW FROM ELLIS.
 OQ0262'2-1/4 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 OQ0262'STATION AT ELLIS, MINNEHAHA COUNTY, 70 YARDS SOUTHEAST OF CULVERT
 OQ0262'P 141, AT A ROAD CROSSING, 62 FEET EAST OF THE CENTERLINE OF
 OQ0262'THE ROAD, 44 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 OQ0262'6 FEET NORTHEAST OF A ROW OF POLES, 6 FEET SOUTHWEST OF THE
 OQ0262'RIGHT-OF-WAY FENCE, AND 6 FEET NORTHWEST OF A CATTLE-GUARD
 OQ0262'FENCE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 OQ0262'FLUSH WITH THE GROUND.
 OQ0262
 OQ0262                          STATION RECOVERY (2011)
 OQ0262
 OQ0262'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0076 ***********************************************************************
 PU0076  DESIGNATION -  J 5 B 1
 PU0076  PID         -  PU0076
 PU0076  STATE/COUNTY-  SD/MEADE
 PU0076  COUNTRY     -  US
 PU0076  USGS QUAD   -  AVANCE (2017)
 PU0076
 PU0076                         *CURRENT SURVEY CONTROL
 PU0076  ______________________________________________________________________
 PU0076* NAD 83(1986) POSITION- 44 56 43.     (N) 102 12 40.     (W)   SCALED
 PU0076* NAVD 88 ORTHO HEIGHT -   786.494 (meters)     2580.36  (feet) ADJUSTED
 PU0076  ______________________________________________________________________
 PU0076  GEOID HEIGHT    -        -19.109 (meters)                     GEOID18
 PU0076  DYNAMIC HEIGHT  -        786.329 (meters)     2579.81  (feet) COMP
 PU0076  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 PU0076
 PU0076  VERT ORDER      -  SECOND    CLASS 0
 PU0076
 PU0076.The horizontal coordinates were scaled from a map and have
 PU0076.an estimated accuracy of +/- 6 seconds.
 PU0076
 PU0076.The orthometric height was determined by differential leveling and
 PU0076.adjusted by the NATIONAL GEODETIC SURVEY
 PU0076.in June 1991.
 PU0076
 PU0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0076.GEOID18 height accuracy estimate available here.
 PU0076
 PU0076.Click photographs - Photos may exist for this station.
 PU0076
 PU0076.The dynamic height is computed by dividing the NAVD 88
 PU0076.geopotential number by the normal gravity value computed on the
 PU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0076.degrees latitude (g = 980.6199 gals.).
 PU0076
 PU0076.The modeled gravity was interpolated from observed gravity values.
 PU0076
 PU0076;                    North         East    Units  Estimated Accuracy
 PU0076;SPC SD N     -   125,940.      425,530.      MT  (+/- 180 meters Scaled)
 PU0076
 PU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK200806(NAD 83)
 PU0076
 PU0076                          SUPERSEDED SURVEY CONTROL
 PU0076
 PU0076  NGVD 29 (??/??/92)  786.03   (m)         2578.8    (f) COMPUTED    2 0
 PU0076
 PU0076.Superseded values are not recommended for survey control.
 PU0076
 PU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0076.See file dsdata.pdf to determine how the superseded data were derived.
 PU0076
 PU0076_MARKER: Z = SEE DESCRIPTION
 PU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0076_PROJECTION: PROJECTING 152 CENTIMETERS
 PU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0076+STABILITY: SURFACE MOTION
 PU0076
 PU0076  HISTORY     - Date     Condition        Report By
 PU0076  HISTORY     - UNK      MONUMENTED       USAF
 PU0076  HISTORY     - 1963     GOOD             CGS
 PU0076
 PU0076                          STATION DESCRIPTION
 PU0076
 PU0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0076'14 MI SW FROM FAITH.
 PU0076'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0076'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0076'5.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE WEST
 PU0076'ACROSS COUNTRY TO THE CREST OF A RIDGE, AND THE TOP SURFACE OVER
 PU0076'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 PU0076'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0071 ***********************************************************************
 PU0071  DESIGNATION -  J 5 B 2
 PU0071  PID         -  PU0071
 PU0071  STATE/COUNTY-  SD/MEADE
 PU0071  COUNTRY     -  US
 PU0071  USGS QUAD   -  AVANCE (2017)
 PU0071
 PU0071                         *CURRENT SURVEY CONTROL
 PU0071  ______________________________________________________________________
 PU0071* NAD 83(1986) POSITION- 44 56 55.     (N) 102 12 29.     (W)   SCALED
 PU0071* NAVD 88 ORTHO HEIGHT -   787.908 (meters)     2584.99  (feet) ADJUSTED
 PU0071  ______________________________________________________________________
 PU0071  GEOID HEIGHT    -        -19.113 (meters)                     GEOID18
 PU0071  DYNAMIC HEIGHT  -        787.743 (meters)     2584.45  (feet) COMP
 PU0071  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 PU0071
 PU0071  VERT ORDER      -  SECOND    CLASS 0
 PU0071
 PU0071.The horizontal coordinates were scaled from a map and have
 PU0071.an estimated accuracy of +/- 6 seconds.
 PU0071
 PU0071.The orthometric height was determined by differential leveling and
 PU0071.adjusted by the NATIONAL GEODETIC SURVEY
 PU0071.in June 1991.
 PU0071
 PU0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0071.GEOID18 height accuracy estimate available here.
 PU0071
 PU0071.Click photographs - Photos may exist for this station.
 PU0071
 PU0071.The dynamic height is computed by dividing the NAVD 88
 PU0071.geopotential number by the normal gravity value computed on the
 PU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0071.degrees latitude (g = 980.6199 gals.).
 PU0071
 PU0071.The modeled gravity was interpolated from observed gravity values.
 PU0071
 PU0071;                    North         East    Units  Estimated Accuracy
 PU0071;SPC SD N     -   126,310.      425,780.      MT  (+/- 180 meters Scaled)
 PU0071
 PU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK202810(NAD 83)
 PU0071
 PU0071                          SUPERSEDED SURVEY CONTROL
 PU0071
 PU0071  NGVD 29 (??/??/92)  787.45   (m)         2583.5    (f) COMPUTED    2 0
 PU0071
 PU0071.Superseded values are not recommended for survey control.
 PU0071
 PU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0071.See file dsdata.pdf to determine how the superseded data were derived.
 PU0071
 PU0071_MARKER: Z = SEE DESCRIPTION
 PU0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0071_PROJECTION: PROJECTING 152 CENTIMETERS
 PU0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0071+STABILITY: SURFACE MOTION
 PU0071
 PU0071  HISTORY     - Date     Condition        Report By
 PU0071  HISTORY     - UNK      MONUMENTED       USAF
 PU0071  HISTORY     - 1963     GOOD             CGS
 PU0071
 PU0071                          STATION DESCRIPTION
 PU0071
 PU0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0071'13.6 MI SW FROM FAITH.
 PU0071'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0071'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 5.15
 PU0071'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 5, T11N, R16E,
 PU0071'53 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A
 PU0071'FENCE, ABOUT LEVEL WITH THE ROAD, AND THE TOP SURFACE OVER THE
 PU0071'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 PU0071'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0291 ***********************************************************************
 PS0291  DESIGNATION -  J 50
 PS0291  PID         -  PS0291
 PS0291  STATE/COUNTY-  SD/HAND
 PS0291  COUNTRY     -  US
 PS0291  USGS QUAD   -  HIGHMORE SE (2017)
 PS0291
 PS0291                         *CURRENT SURVEY CONTROL
 PS0291  ______________________________________________________________________
 PS0291* NAD 83(1986) POSITION- 44 31 08.52   (N) 099 15 59.92   (W)   HD_HELD1
 PS0291* NAVD 88 ORTHO HEIGHT -   538.510 (meters)     1766.76  (feet) ADJUSTED
 PS0291  ______________________________________________________________________
 PS0291  GEOID HEIGHT    -        -24.049 (meters)                     GEOID18
 PS0291  DYNAMIC HEIGHT  -        538.406 (meters)     1766.42  (feet) COMP
 PS0291  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 PS0291
 PS0291  VERT ORDER      -  SECOND    CLASS 0
 PS0291
 PS0291.The horizontal coordinates were determined by differentially corrected
 PS0291.hand held GPS observations or other comparable positioning techniques
 PS0291.and have an estimated accuracy of +/- 3 meters.
 PS0291
 PS0291.The orthometric height was determined by differential leveling and
 PS0291.adjusted by the NATIONAL GEODETIC SURVEY
 PS0291.in June 1991.
 PS0291
 PS0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0291.GEOID18 height accuracy estimate available here.
 PS0291
 PS0291.Click photographs - Photos may exist for this station.
 PS0291
 PS0291.The dynamic height is computed by dividing the NAVD 88
 PS0291.geopotential number by the normal gravity value computed on the
 PS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0291.degrees latitude (g = 980.6199 gals.).
 PS0291
 PS0291.The modeled gravity was interpolated from observed gravity values.
 PS0291
 PS0291;                    North         East    Units  Estimated Accuracy
 PS0291;SPC SD N     -    76,460.7     658,302.6     MT  (+/- 3 meters HH1 GPS) 
 PS0291
 PS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7880929557(NAD 83)
 PS0291
 PS0291                          SUPERSEDED SURVEY CONTROL
 PS0291
 PS0291  NGVD 29 (??/??/92)  538.162  (m)         1765.62   (f) ADJ UNCH    2 0
 PS0291
 PS0291.Superseded values are not recommended for survey control.
 PS0291
 PS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0291.See file dsdata.pdf to determine how the superseded data were derived.
 PS0291
 PS0291_MARKER: DB = BENCH MARK DISK
 PS0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0291_STAMPING: J 50 1934
 PS0291_MARK LOGO: CGS
 PS0291_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0291+STABILITY: SURFACE MOTION
 PS0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0291+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0291
 PS0291  HISTORY     - Date     Condition        Report By
 PS0291  HISTORY     - 1934     MONUMENTED       CGS
 PS0291  HISTORY     - 19941103 GOOD             NGS
 PS0291  HISTORY     - 19970722 GOOD             LOCENG
 PS0291
 PS0291                          STATION DESCRIPTION
 PS0291
 PS0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0291'3.2 MI W FROM REE HEIGHTS.
 PS0291'ABOUT 3.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0291'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, ABOUT 21 POLES
 PS0291'WEST OF MILEPOST 416, AT A ROAD CROSSING, 32 FEET WEST OF THE
 PS0291'CENTER LINE OF THE ROAD, ABOUT 90 FEET SOUTH OF THE CENTER LINE
 PS0291'OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 PS0291'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED J 50 1934 AND
 PS0291'SET IN THE TOP OF A CONCRETE POST.
 PS0291
 PS0291                          STATION RECOVERY (1994)
 PS0291
 PS0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0291'13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0291'STATE HIGHWAY 47 IN HIGHMORE, THENCE 1.1 KM (0.70 MI) SOUTHERLY ALONG
 PS0291'A GRAVELED ROAD, 25.5 M (83.7 FT) SOUTH OF THE NEAR RAIL OF THE
 PS0291'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 10.4 M (34.1 FT) WEST OF THE
 PS0291'ROAD CENTER, 4.1 M (13.5 FT) NORTH-NORTHEAST OF A FENCE CORNER, 0.9 M
 PS0291'(3.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M
 PS0291'(0.3 FT) ABOVE THE GROUND SURFACE.
 PS0291
 PS0291                          STATION RECOVERY (1997)
 PS0291
 PS0291'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GLJ)
 PS0291'RECOVERED IN GOOD CONDITION.  NOTE--NEW TIES TO MARK, 87 FEET (26.5 M)
 PS0291'SOUTH OF RR CENTERLINE, 37 FEET (11.3 M) WEST OF ROAD CENTER, 14 FEET
 PS0291'(4.3 M) NORTHEAST OF FENCE CORNER, SET CARSONITE POST 1 FOOT (0.3 M)
 PS0291'WEST OF MONUMENT FACING ROADWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0172 ***********************************************************************
 PS0172  DESIGNATION -  J 51
 PS0172  PID         -  PS0172
 PS0172  STATE/COUNTY-  SD/BEADLE
 PS0172  COUNTRY     -  US
 PS0172  USGS QUAD   -  WESSINGTON (2017)
 PS0172
 PS0172                         *CURRENT SURVEY CONTROL
 PS0172  ______________________________________________________________________
 PS0172* NAD 83(1986) POSITION- 44 27 18.     (N) 098 41 54.     (W)   SCALED
 PS0172* NAVD 88 ORTHO HEIGHT -   431.585 (meters)     1415.96  (feet) ADJUSTED
 PS0172  ______________________________________________________________________
 PS0172  GEOID HEIGHT    -        -24.915 (meters)                     GEOID18
 PS0172  DYNAMIC HEIGHT  -        431.502 (meters)     1415.69  (feet) COMP
 PS0172  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 PS0172
 PS0172  VERT ORDER      -  SECOND    CLASS 0
 PS0172
 PS0172.The horizontal coordinates were scaled from a map and have
 PS0172.an estimated accuracy of +/- 6 seconds.
 PS0172
 PS0172.The orthometric height was determined by differential leveling and
 PS0172.adjusted by the NATIONAL GEODETIC SURVEY
 PS0172.in June 1991.
 PS0172
 PS0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0172.GEOID18 height accuracy estimate available here.
 PS0172
 PS0172.Click photographs - Photos may exist for this station.
 PS0172
 PS0172.The dynamic height is computed by dividing the NAVD 88
 PS0172.geopotential number by the normal gravity value computed on the
 PS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0172.degrees latitude (g = 980.6199 gals.).
 PS0172
 PS0172.The modeled gravity was interpolated from observed gravity values.
 PS0172
 PS0172;                    North         East    Units  Estimated Accuracy
 PS0172;SPC SD N     -    69,910.      703,600.      MT  (+/- 180 meters Scaled)
 PS0172
 PS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ240224(NAD 83)
 PS0172
 PS0172                          SUPERSEDED SURVEY CONTROL
 PS0172
 PS0172  NGVD 29 (??/??/92)  431.271  (m)         1414.93   (f) ADJ UNCH    2 0
 PS0172
 PS0172.Superseded values are not recommended for survey control.
 PS0172
 PS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0172.See file dsdata.pdf to determine how the superseded data were derived.
 PS0172
 PS0172_MARKER: DB = BENCH MARK DISK
 PS0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0172_SP_SET: TANK FOUNDATION
 PS0172_STAMPING: J 51 1934
 PS0172_MARK LOGO: CGS
 PS0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0172
 PS0172  HISTORY     - Date     Condition        Report By
 PS0172  HISTORY     - 1934     MONUMENTED       CGS
 PS0172  HISTORY     - 1940     GOOD             CGS
 PS0172  HISTORY     - 19941101 MARK NOT FOUND   NGS
 PS0172
 PS0172                          STATION DESCRIPTION
 PS0172
 PS0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0172'AT WESSINGTON.
 PS0172'AT WESSINGTON, BEADLE CONTY, ABOUT 200 FEET WEST OF THE CHICAGO
 PS0172'AND NORTH WESTERN RAILWAY STATION, AT THE WATER TANK, IN THE TOP
 PS0172'OF THE END OF THE SOUTHWEST CONCRETE BLOCK FOUNDATION NEAREST TO
 PS0172'THE TRACK, 9.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 PS0172'ABOUT 16 INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PS0172'J 51 1934.
 PS0172
 PS0172                          STATION RECOVERY (1940)
 PS0172
 PS0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0172'RECOVERED IN GOOD CONDITION.
 PS0172
 PS0172                          STATION RECOVERY (1994)
 PS0172
 PS0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0172'THE WATER TANK AND FOOTINGS HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0557 ***********************************************************************
 PR0557  DESIGNATION -  J 52
 PR0557  PID         -  PR0557
 PR0557  STATE/COUNTY-  SD/BEADLE
 PR0557  COUNTRY     -  US
 PR0557  USGS QUAD   -  PEARL CREEK COLONY (2017)
 PR0557
 PR0557                         *CURRENT SURVEY CONTROL
 PR0557  ______________________________________________________________________
 PR0557* NAD 83(1986) POSITION- 44 22 07.     (N) 097 54 49.     (W)   SCALED
 PR0557* NAVD 88 ORTHO HEIGHT -   416.744 (meters)     1367.27  (feet) ADJUSTED
 PR0557  ______________________________________________________________________
 PR0557  GEOID HEIGHT    -        -25.067 (meters)                     GEOID18
 PR0557  DYNAMIC HEIGHT  -        416.672 (meters)     1367.03  (feet) COMP
 PR0557  MODELED GRAVITY -    980,433.3   (mgal)                       NAVD 88
 PR0557
 PR0557  VERT ORDER      -  SECOND    CLASS 0
 PR0557
 PR0557.The horizontal coordinates were scaled from a map and have
 PR0557.an estimated accuracy of +/- 6 seconds.
 PR0557
 PR0557.The orthometric height was determined by differential leveling and
 PR0557.adjusted by the NATIONAL GEODETIC SURVEY
 PR0557.in June 1991.
 PR0557
 PR0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0557.GEOID18 height accuracy estimate available here.
 PR0557
 PR0557.Click photographs - Photos may exist for this station.
 PR0557
 PR0557.The dynamic height is computed by dividing the NAVD 88
 PR0557.geopotential number by the normal gravity value computed on the
 PR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0557.degrees latitude (g = 980.6199 gals.).
 PR0557
 PR0557.The modeled gravity was interpolated from observed gravity values.
 PR0557
 PR0557;                    North         East    Units  Estimated Accuracy
 PR0557;SPC SD N     -    61,630.      766,290.      MT  (+/- 180 meters Scaled)
 PR0557
 PR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ865133(NAD 83)
 PR0557
 PR0557                          SUPERSEDED SURVEY CONTROL
 PR0557
 PR0557  NGVD 29 (??/??/92)  416.478  (m)         1366.39   (f) ADJ UNCH    2 0
 PR0557
 PR0557.Superseded values are not recommended for survey control.
 PR0557
 PR0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0557.See file dsdata.pdf to determine how the superseded data were derived.
 PR0557
 PR0557_MARKER: DB = BENCH MARK DISK
 PR0557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0557_SP_SET: CULVERT HEADWALL
 PR0557_STAMPING: J 52 1934
 PR0557_MARK LOGO: CGS
 PR0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0557+STABILITY: SURFACE MOTION
 PR0557
 PR0557  HISTORY     - Date     Condition        Report By
 PR0557  HISTORY     - 1934     MONUMENTED       CGS
 PR0557  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0557
 PR0557                          STATION DESCRIPTION
 PR0557
 PR0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0557'3.2 MI W FROM IROQUOIS.
 PR0557'IN BEADLE COUNTY, ABOUT 3.2 MILES WEST ALONG THE CHICAGO AND
 PR0557'NORTH WESTERN RAILWAY FROM IROQUOIS, KINGSBURY COUNTY, ABOUT
 PR0557'4 POLES EAST OF MILEPOST 348, AT A ROAD CROSSING, ABOUT 109
 PR0557'FEET NORTH OF THE CENTER LINE OF THE TRACK, AT A ROAD CULVERT,
 PR0557'IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL, AND
 PR0557'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0557'J 52 1934.
 PR0557
 PR0557                          STATION RECOVERY (1971)
 PR0557
 PR0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0557'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0517 ***********************************************************************
 OQ0517  DESIGNATION -  J 53
 OQ0517  PID         -  OQ0517
 OQ0517  STATE/COUNTY-  SD/MINER
 OQ0517  COUNTRY     -  US
 OQ0517  USGS QUAD   -  CANOVA WEST (2017)
 OQ0517
 OQ0517                         *CURRENT SURVEY CONTROL
 OQ0517  ______________________________________________________________________
 OQ0517* NAD 83(1986) POSITION- 43 53 20.     (N) 097 30 36.     (W)   SCALED
 OQ0517* NAVD 88 ORTHO HEIGHT -   462.248 (meters)     1516.56  (feet) ADJUSTED
 OQ0517  ______________________________________________________________________
 OQ0517  GEOID HEIGHT    -        -25.881 (meters)                     GEOID18
 OQ0517  DYNAMIC HEIGHT  -        462.140 (meters)     1516.20  (feet) COMP
 OQ0517  MODELED GRAVITY -    980,372.4   (mgal)                       NAVD 88
 OQ0517
 OQ0517  VERT ORDER      -  SECOND    CLASS 0
 OQ0517
 OQ0517.The horizontal coordinates were scaled from a map and have
 OQ0517.an estimated accuracy of +/- 6 seconds.
 OQ0517
 OQ0517.The orthometric height was determined by differential leveling and
 OQ0517.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0517.in June 1991.
 OQ0517
 OQ0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0517.GEOID18 height accuracy estimate available here.
 OQ0517
 OQ0517.Click photographs - Photos may exist for this station.
 OQ0517
 OQ0517.The dynamic height is computed by dividing the NAVD 88
 OQ0517.geopotential number by the normal gravity value computed on the
 OQ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0517.degrees latitude (g = 980.6199 gals.).
 OQ0517
 OQ0517.The modeled gravity was interpolated from observed gravity values.
 OQ0517
 OQ0517;                    North         East    Units  Estimated Accuracy
 OQ0517;SPC SD S     -   176,670.      826,810.      MT  (+/- 180 meters Scaled)
 OQ0517
 OQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP196606(NAD 83)
 OQ0517
 OQ0517                          SUPERSEDED SURVEY CONTROL
 OQ0517
 OQ0517  NGVD 29 (??/??/92)  461.955  (m)         1515.60   (f) ADJ UNCH    2 0
 OQ0517
 OQ0517.Superseded values are not recommended for survey control.
 OQ0517
 OQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0517.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0517
 OQ0517_MARKER: DB = BENCH MARK DISK
 OQ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0517_STAMPING: J 53 1934
 OQ0517_MARK LOGO: CGS
 OQ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0517+STABILITY: SURFACE MOTION
 OQ0517
 OQ0517  HISTORY     - Date     Condition        Report By
 OQ0517  HISTORY     - 1934     MONUMENTED       CGS
 OQ0517
 OQ0517                          STATION DESCRIPTION
 OQ0517
 OQ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0517'0.5 MI NW FROM CANOVA.
 OQ0517'0.5 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0517'FROM THE STATION AT CANOVA, MINER COUNTY, ABOUT 17 POLES
 OQ0517'NORTHWEST OF MILEPOST 88, AT THE FIRST ROAD CROSSING NORTHWEST
 OQ0517'OF THE TOWN, 225 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 OQ0517'AT A ROAD CULVERT, IN THE TOP OF THE WEST CONCRETE HEAD WALL,
 OQ0517'AND ABOUT 2 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK,
 OQ0517'STAMPED J 53 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0157 ***********************************************************************
 PR0157  DESIGNATION -  J 54
 PR0157  PID         -  PR0157
 PR0157  STATE/COUNTY-  SD/MOODY
 PR0157  COUNTRY     -  US
 PR0157  USGS QUAD   -  FLANDREAU (2017)
 PR0157
 PR0157                         *CURRENT SURVEY CONTROL
 PR0157  ______________________________________________________________________
 PR0157* NAD 83(1986) POSITION- 44 02 53.     (N) 096 35 39.     (W)   SCALED
 PR0157* NAVD 88 ORTHO HEIGHT -   478.769 (meters)     1570.76  (feet) ADJUSTED
 PR0157  ______________________________________________________________________
 PR0157  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 PR0157  DYNAMIC HEIGHT  -        478.660 (meters)     1570.40  (feet) COMP
 PR0157  MODELED GRAVITY -    980,375.9   (mgal)                       NAVD 88
 PR0157
 PR0157  VERT ORDER      -  SECOND    CLASS 0
 PR0157
 PR0157.The horizontal coordinates were scaled from a map and have
 PR0157.an estimated accuracy of +/- 6 seconds.
 PR0157
 PR0157.The orthometric height was determined by differential leveling and
 PR0157.adjusted by the NATIONAL GEODETIC SURVEY
 PR0157.in June 1991.
 PR0157
 PR0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0157.GEOID18 height accuracy estimate available here.
 PR0157
 PR0157.Click photographs - Photos may exist for this station.
 PR0157
 PR0157.The dynamic height is computed by dividing the NAVD 88
 PR0157.geopotential number by the normal gravity value computed on the
 PR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0157.degrees latitude (g = 980.6199 gals.).
 PR0157
 PR0157.The modeled gravity was interpolated from observed gravity values.
 PR0157
 PR0157;                    North         East    Units  Estimated Accuracy
 PR0157;SPC SD S     -   197,240.      899,540.      MT  (+/- 180 meters Scaled)
 PR0157
 PR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP927800(NAD 83)
 PR0157
 PR0157                          SUPERSEDED SURVEY CONTROL
 PR0157
 PR0157  NGVD 29 (??/??/92)  478.510  (m)         1569.91   (f) ADJ UNCH    2 0
 PR0157
 PR0157.Superseded values are not recommended for survey control.
 PR0157
 PR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0157.See file dsdata.pdf to determine how the superseded data were derived.
 PR0157
 PR0157_MARKER: DB = BENCH MARK DISK
 PR0157_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0157_SP_SET: STEP
 PR0157_STAMPING: J 54 1934
 PR0157_MARK LOGO: CGS
 PR0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0157
 PR0157  HISTORY     - Date     Condition        Report By
 PR0157  HISTORY     - 1934     MONUMENTED       CGS
 PR0157  HISTORY     - 1942     GOOD             CGS
 PR0157
 PR0157                          STATION DESCRIPTION
 PR0157
 PR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PR0157'AT FLANDREAU.
 PR0157'AT FLANDREAU, MOODY COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 PR0157'NORTH ENTRANCE, IN THE WEST END OF THE BOTTOM LIMESTONE STEP,
 PR0157'AND ABOUT 4 FEET HIGHER THAN THE STREET.  A STANDARD DISK,
 PR0157'STAMPED J 54 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0200 ***********************************************************************
 PR0200  DESIGNATION -  J 55
 PR0200  PID         -  PR0200
 PR0200  STATE/COUNTY-  SD/BROOKINGS
 PR0200  COUNTRY     -  US
 PR0200  USGS QUAD   -  WHITE (2017)
 PR0200
 PR0200                         *CURRENT SURVEY CONTROL
 PR0200  ______________________________________________________________________
 PR0200* NAD 83(1986) POSITION- 44 27 16.     (N) 096 38 27.     (W)   SCALED
 PR0200* NAVD 88 ORTHO HEIGHT -   543.449 (meters)     1782.97  (feet) ADJUSTED
 PR0200  ______________________________________________________________________
 PR0200  GEOID HEIGHT    -        -25.250 (meters)                     GEOID18
 PR0200  DYNAMIC HEIGHT  -        543.358 (meters)     1782.67  (feet) COMP
 PR0200  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 PR0200
 PR0200  VERT ORDER      -  SECOND    CLASS 0
 PR0200
 PR0200.The horizontal coordinates were scaled from a map and have
 PR0200.an estimated accuracy of +/- 6 seconds.
 PR0200
 PR0200.The orthometric height was determined by differential leveling and
 PR0200.adjusted by the NATIONAL GEODETIC SURVEY
 PR0200.in June 1991.
 PR0200
 PR0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0200.GEOID18 height accuracy estimate available here.
 PR0200
 PR0200.Click photographs - Photos may exist for this station.
 PR0200
 PR0200.The dynamic height is computed by dividing the NAVD 88
 PR0200.geopotential number by the normal gravity value computed on the
 PR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0200.degrees latitude (g = 980.6199 gals.).
 PR0200
 PR0200.The modeled gravity was interpolated from observed gravity values.
 PR0200
 PR0200;                    North         East    Units  Estimated Accuracy
 PR0200;SPC SD N     -    74,570.      867,280.      MT  (+/- 180 meters Scaled)
 PR0200
 PR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ876250(NAD 83)
 PR0200
 PR0200                          SUPERSEDED SURVEY CONTROL
 PR0200
 PR0200  NGVD 29 (??/??/92)  543.199  (m)         1782.15   (f) ADJ UNCH    2 0
 PR0200
 PR0200.Superseded values are not recommended for survey control.
 PR0200
 PR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0200.See file dsdata.pdf to determine how the superseded data were derived.
 PR0200
 PR0200_MARKER: DB = BENCH MARK DISK
 PR0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0200_STAMPING: J 55 1934
 PR0200_MARK LOGO: CGS
 PR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0200+STABILITY: SURFACE MOTION
 PR0200
 PR0200  HISTORY     - Date     Condition        Report By
 PR0200  HISTORY     - 1934     MONUMENTED       CGS
 PR0200  HISTORY     - 1977     GOOD             NGS
 PR0200
 PR0200                          STATION DESCRIPTION
 PR0200
 PR0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0200'1.7 MI N FROM WHITE.
 PR0200'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0200'RAILWAY FROM THE CITY SCHOOL AT WHITE, BROOKINGS COUNTY, ABOUT
 PR0200'8 POLES SOUTH OF MILEPOST 353, AT A 4-FOOT CONCRETE CULVERT,
 PR0200'IN THE SOUTHEAST END OF THE NORTHEAST HEAD WALL, AND ABOUT 1.5
 PR0200'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 PR0200'J 55 1934.
 PR0200
 PR0200                          STATION RECOVERY (1977)
 PR0200
 PR0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PR0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0322 ***********************************************************************
 PR0322  DESIGNATION -  J 56
 PR0322  PID         -  PR0322
 PR0322  STATE/COUNTY-  SD/DEUEL
 PR0322  COUNTRY     -  US
 PR0322  USGS QUAD   -  GOODWIN (2017)
 PR0322
 PR0322                         *CURRENT SURVEY CONTROL
 PR0322  ______________________________________________________________________
 PR0322* NAD 83(1986) POSITION- 44 52 37.     (N) 096 50 57.     (W)   SCALED
 PR0322* NAVD 88 ORTHO HEIGHT -   608.559 (meters)     1996.58  (feet) ADJUSTED
 PR0322  ______________________________________________________________________
 PR0322  GEOID HEIGHT    -        -25.216 (meters)                     GEOID18
 PR0322  DYNAMIC HEIGHT  -        608.462 (meters)     1996.26  (feet) COMP
 PR0322  MODELED GRAVITY -    980,436.8   (mgal)                       NAVD 88
 PR0322
 PR0322  VERT ORDER      -  SECOND    CLASS 0
 PR0322
 PR0322.The horizontal coordinates were scaled from a map and have
 PR0322.an estimated accuracy of +/- 6 seconds.
 PR0322
 PR0322.The orthometric height was determined by differential leveling and
 PR0322.adjusted by the NATIONAL GEODETIC SURVEY
 PR0322.in June 1991.
 PR0322
 PR0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0322.GEOID18 height accuracy estimate available here.
 PR0322
 PR0322.Click photographs - Photos may exist for this station.
 PR0322
 PR0322.The dynamic height is computed by dividing the NAVD 88
 PR0322.geopotential number by the normal gravity value computed on the
 PR0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0322.degrees latitude (g = 980.6199 gals.).
 PR0322
 PR0322.The modeled gravity was interpolated from observed gravity values.
 PR0322
 PR0322;                    North         East    Units  Estimated Accuracy
 PR0322;SPC SD N     -   120,810.      848,890.      MT  (+/- 180 meters Scaled)
 PR0322
 PR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ698715(NAD 83)
 PR0322
 PR0322                          SUPERSEDED SURVEY CONTROL
 PR0322
 PR0322  NGVD 29 (??/??/92)  608.265  (m)         1995.62   (f) ADJ UNCH    2 0
 PR0322
 PR0322.Superseded values are not recommended for survey control.
 PR0322
 PR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0322.See file dsdata.pdf to determine how the superseded data were derived.
 PR0322
 PR0322_MARKER: DB = BENCH MARK DISK
 PR0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0322_STAMPING: J 56 1934
 PR0322_MARK LOGO: CGS
 PR0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0322+STABILITY: SURFACE MOTION
 PR0322
 PR0322  HISTORY     - Date     Condition        Report By
 PR0322  HISTORY     - 1934     MONUMENTED       CGS
 PR0322  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0322
 PR0322                          STATION DESCRIPTION
 PR0322
 PR0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0322'AT GOODWIN.
 PR0322'AT GOODWIN, DEUEL COUNTY, 33 FEET SOUTH OF THE CHICAGO AND NORTH
 PR0322'WESTERN RAILWAY STATION, AND ABOUT 20 FEET FROM THE MAIN TRACK.
 PR0322'A STANDARD DISK, STAMPED J 56 1934 AND SET IN THE TOP OF A
 PR0322'CONCRETE POST.  NOTE-- A PAVED ROAD WAS CONSTRUCTED OVER SITE OF
 PR0322'MARK.
 PR0322
 PR0322                          STATION RECOVERY (1968)
 PR0322
 PR0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0262 ***********************************************************************
 QQ0262  DESIGNATION -  J 57
 QQ0262  PID         -  QQ0262
 QQ0262  STATE/COUNTY-  SD/CLARK
 QQ0262  COUNTRY     -  US
 QQ0262  USGS QUAD   -  HEGGS LAKE (2017)
 QQ0262
 QQ0262                         *CURRENT SURVEY CONTROL
 QQ0262  ______________________________________________________________________
 QQ0262* NAD 83(1986) POSITION- 45 00 35.     (N) 097 35 46.     (W)   SCALED
 QQ0262* NAVD 88 ORTHO HEIGHT -   568.056 (meters)     1863.70  (feet) ADJUSTED
 QQ0262  ______________________________________________________________________
 QQ0262  GEOID HEIGHT    -        -24.789 (meters)                     GEOID18
 QQ0262  DYNAMIC HEIGHT  -        567.975 (meters)     1863.43  (feet) COMP
 QQ0262  MODELED GRAVITY -    980,456.9   (mgal)                       NAVD 88
 QQ0262
 QQ0262  VERT ORDER      -  SECOND    CLASS 0
 QQ0262
 QQ0262.The horizontal coordinates were scaled from a map and have
 QQ0262.an estimated accuracy of +/- 6 seconds.
 QQ0262
 QQ0262.The orthometric height was determined by differential leveling and
 QQ0262.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0262.in June 1991.
 QQ0262
 QQ0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0262.GEOID18 height accuracy estimate available here.
 QQ0262
 QQ0262.Click photographs - Photos may exist for this station.
 QQ0262
 QQ0262.The dynamic height is computed by dividing the NAVD 88
 QQ0262.geopotential number by the normal gravity value computed on the
 QQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0262.degrees latitude (g = 980.6199 gals.).
 QQ0262
 QQ0262.The modeled gravity was interpolated from observed gravity values.
 QQ0262
 QQ0262;                    North         East    Units  Estimated Accuracy
 QQ0262;SPC SD N     -   133,540.      789,470.      MT  (+/- 180 meters Scaled)
 QQ0262
 QQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ106849(NAD 83)
 QQ0262
 QQ0262                          SUPERSEDED SURVEY CONTROL
 QQ0262
 QQ0262  NGVD 29 (??/??/92)  567.741  (m)         1862.66   (f) ADJ UNCH    2 0
 QQ0262
 QQ0262.Superseded values are not recommended for survey control.
 QQ0262
 QQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0262.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0262
 QQ0262_MARKER: DB = BENCH MARK DISK
 QQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0262_STAMPING: J 57 1934
 QQ0262_MARK LOGO: CGS
 QQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0262+STABILITY: SURFACE MOTION
 QQ0262
 QQ0262  HISTORY     - Date     Condition        Report By
 QQ0262  HISTORY     - 1934     MONUMENTED       CGS
 QQ0262
 QQ0262                          STATION DESCRIPTION
 QQ0262
 QQ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0262'3.7 MI N FROM GARDEN CITY.
 QQ0262'ABOUT 3.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0262'AND PACIFIC RAILROAD FROM THE STATION AT GARDEN CITY, CLARK
 QQ0262'COUNTY, AT MILEPOST 78, 33 FEET NORTHEAST OF THE CENTER LINE OF
 QQ0262'THE TRACK, 20 FEET NORTHWEST OF THE CENTER LINE OF A COUNTY ROAD,
 QQ0262'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QQ0262'J 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0615 ***********************************************************************
 PR0615  DESIGNATION -  J 58
 PR0615  PID         -  PR0615
 PR0615  STATE/COUNTY-  SD/CLARK
 PR0615  COUNTRY     -  US
 PR0615  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0615
 PR0615                         *CURRENT SURVEY CONTROL
 PR0615  ______________________________________________________________________
 PR0615* NAD 83(1986) POSITION- 44 52 44.     (N) 097 45 49.     (W)   SCALED
 PR0615* NAVD 88 ORTHO HEIGHT -   564.914 (meters)     1853.39  (feet) ADJUSTED
 PR0615  ______________________________________________________________________
 PR0615  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 PR0615  DYNAMIC HEIGHT  -        564.833 (meters)     1853.12  (feet) COMP
 PR0615  MODELED GRAVITY -    980,456.3   (mgal)                       NAVD 88
 PR0615
 PR0615  VERT ORDER      -  FIRST     CLASS II
 PR0615
 PR0615.The horizontal coordinates were scaled from a map and have
 PR0615.an estimated accuracy of +/- 6 seconds.
 PR0615
 PR0615.The orthometric height was determined by differential leveling and
 PR0615.adjusted by the NATIONAL GEODETIC SURVEY
 PR0615.in June 1991.
 PR0615
 PR0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0615.GEOID18 height accuracy estimate available here.
 PR0615
 PR0615.Click photographs - Photos may exist for this station.
 PR0615
 PR0615.The dynamic height is computed by dividing the NAVD 88
 PR0615.geopotential number by the normal gravity value computed on the
 PR0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0615.degrees latitude (g = 980.6199 gals.).
 PR0615
 PR0615.The modeled gravity was interpolated from observed gravity values.
 PR0615
 PR0615;                    North         East    Units  Estimated Accuracy
 PR0615;SPC SD N     -   118,630.      776,670.      MT  (+/- 180 meters Scaled)
 PR0615
 PR0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ976702(NAD 83)
 PR0615
 PR0615                          SUPERSEDED SURVEY CONTROL
 PR0615
 PR0615  NGVD 29 (??/??/92)  564.598  (m)         1852.35   (f) ADJ UNCH    1 2
 PR0615
 PR0615.Superseded values are not recommended for survey control.
 PR0615
 PR0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0615.See file dsdata.pdf to determine how the superseded data were derived.
 PR0615
 PR0615_MARKER: DB = BENCH MARK DISK
 PR0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0615_STAMPING: J 58 1934
 PR0615_MARK LOGO: CGS
 PR0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0615+STABILITY: SURFACE MOTION
 PR0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0615+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 PR0615
 PR0615  HISTORY     - Date     Condition        Report By
 PR0615  HISTORY     - 1934     MONUMENTED       CGS
 PR0615  HISTORY     - 19950913 GOOD             NGS
 PR0615
 PR0615                          STATION DESCRIPTION
 PR0615
 PR0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0615'1.6 MI W FROM CLARK.
 PR0615'1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0615'THE CITY WATER TANK AT CLARK, CLARK COUNTY, ABOUT 250 FEET WEST
 PR0615'OF BRIDGE D 416, 33 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0615'AND ABOUT 6 INCHES HIGHER THAN THE TRACK.  A STANDARD DISK,
 PR0615'STAMPED J 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0615
 PR0615                          STATION RECOVERY (1995)
 PR0615
 PR0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0615'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL AVENUE FROM THE COURTHOUSE
 PR0615'IN CLARK, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 PR0615'THENCE 0.5 KM (0.30 MI) NORTHWESTERLY ALONG AN ABANDONED RAILROAD
 PR0615'GRADE, 27.4 M (89.9 FT) SOUTH OF A FENCE, 11.1 M (36.4 FT) NORTH OF
 PR0615'THE CENTER OF THE GRADE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE GRADE,
 PR0615'0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 PR0615'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 PR0615'OWNED BY KEN BELL, RR 2, BOX 71, CLARK, SD 57225, TELEPHONE NUMBER
 PR0615'(605) 532-2109.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0285 ***********************************************************************
 PS0285  DESIGNATION -  J 59
 PS0285  PID         -  PS0285
 PS0285  STATE/COUNTY-  SD/SPINK
 PS0285  COUNTRY     -  US
 PS0285  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0285
 PS0285                         *CURRENT SURVEY CONTROL
 PS0285  ______________________________________________________________________
 PS0285* NAD 83(1986) POSITION- 44 52 43.     (N) 098 31 22.     (W)   SCALED
 PS0285* NAVD 88 ORTHO HEIGHT -   391.239 (meters)     1283.59  (feet) ADJUSTED
 PS0285  ______________________________________________________________________
 PS0285  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0285  DYNAMIC HEIGHT  -        391.196 (meters)     1283.45  (feet) COMP
 PS0285  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 PS0285
 PS0285  VERT ORDER      -  SECOND    CLASS 0
 PS0285
 PS0285.The horizontal coordinates were scaled from a map and have
 PS0285.an estimated accuracy of +/- 6 seconds.
 PS0285
 PS0285.The orthometric height was determined by differential leveling and
 PS0285.adjusted by the NATIONAL GEODETIC SURVEY
 PS0285.in June 1991.
 PS0285
 PS0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0285.GEOID18 height accuracy estimate available here.
 PS0285
 PS0285.Click photographs - Photos may exist for this station.
 PS0285
 PS0285.The dynamic height is computed by dividing the NAVD 88
 PS0285.geopotential number by the normal gravity value computed on the
 PS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0285.degrees latitude (g = 980.6199 gals.).
 PS0285
 PS0285.The modeled gravity was interpolated from observed gravity values.
 PS0285
 PS0285;                    North         East    Units  Estimated Accuracy
 PS0285;SPC SD N     -   117,220.      716,710.      MT  (+/- 180 meters Scaled)
 PS0285
 PS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ376695(NAD 83)
 PS0285
 PS0285                          SUPERSEDED SURVEY CONTROL
 PS0285
 PS0285  NGVD 29 (??/??/92)  390.944  (m)         1282.62   (f) ADJ UNCH    2 0
 PS0285
 PS0285.Superseded values are not recommended for survey control.
 PS0285
 PS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0285.See file dsdata.pdf to determine how the superseded data were derived.
 PS0285
 PS0285_MARKER: DB = BENCH MARK DISK
 PS0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0285_SP_SET: FELLOE GUARD
 PS0285_STAMPING: J 59 1934
 PS0285_MARK LOGO: CGS
 PS0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0285
 PS0285  HISTORY     - Date     Condition        Report By
 PS0285  HISTORY     - 1934     MONUMENTED       CGS
 PS0285  HISTORY     - 1953     MARK NOT FOUND   CGS
 PS0285  HISTORY     - 19970422 MARK NOT FOUND   NGS
 PS0285
 PS0285                          STATION DESCRIPTION
 PS0285
 PS0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PS0285'AT REDFIELD, SPINK COUNTY, 1 BLOCK NORTH OF THE NORTHWEST POWER
 PS0285'COMPANY, AT A CONCRETE BRIDGE OVER TURTLE CREEK, AND IN THE TOP
 PS0285'OF THE SOUTH END OF THE WEST CONCRETE FELLOE GUARD.  A STANDARD
 PS0285'DISK STAMPED J 59 1934.
 PS0285
 PS0285                          STATION RECOVERY (1997)
 PS0285
 PS0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 PS0285'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0494 ***********************************************************************
 OQ0494  DESIGNATION -  J 6
 OQ0494  PID         -  OQ0494
 OQ0494  STATE/COUNTY-  SD/HANSON
 OQ0494  COUNTRY     -  US
 OQ0494  USGS QUAD   -  FARMER (2017)
 OQ0494
 OQ0494                         *CURRENT SURVEY CONTROL
 OQ0494  ______________________________________________________________________
 OQ0494* NAD 83(1986) POSITION- 43 43 25.     (N) 097 38 49.     (W)   SCALED
 OQ0494* NAVD 88 ORTHO HEIGHT -   422.823 (meters)     1387.21  (feet) ADJUSTED
 OQ0494  ______________________________________________________________________
 OQ0494  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 OQ0494  DYNAMIC HEIGHT  -        422.723 (meters)     1386.88  (feet) COMP
 OQ0494  MODELED GRAVITY -    980,369.6   (mgal)                       NAVD 88
 OQ0494
 OQ0494  VERT ORDER      -  FIRST     CLASS II
 OQ0494
 OQ0494.The horizontal coordinates were scaled from a map and have
 OQ0494.an estimated accuracy of +/- 6 seconds.
 OQ0494
 OQ0494.The orthometric height was determined by differential leveling and
 OQ0494.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0494.in June 1991.
 OQ0494
 OQ0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0494.GEOID18 height accuracy estimate available here.
 OQ0494
 OQ0494.Click photographs - Photos may exist for this station.
 OQ0494
 OQ0494.The dynamic height is computed by dividing the NAVD 88
 OQ0494.geopotential number by the normal gravity value computed on the
 OQ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0494.degrees latitude (g = 980.6199 gals.).
 OQ0494
 OQ0494.The modeled gravity was interpolated from observed gravity values.
 OQ0494
 OQ0494;                    North         East    Units  Estimated Accuracy
 OQ0494;SPC SD S     -   157,950.      816,410.      MT  (+/- 180 meters Scaled)
 OQ0494
 OQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP089420(NAD 83)
 OQ0494
 OQ0494                          SUPERSEDED SURVEY CONTROL
 OQ0494
 OQ0494  NGVD 29 (??/??/92)  422.539  (m)         1386.28   (f) ADJ UNCH    1 2
 OQ0494
 OQ0494.Superseded values are not recommended for survey control.
 OQ0494
 OQ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0494.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0494
 OQ0494_MARKER: DB = BENCH MARK DISK
 OQ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0494_STAMPING: 1386.280 J 6 1925
 OQ0494_MARK LOGO: CGS
 OQ0494_PROJECTION: RECESSED 2 CENTIMETERS
 OQ0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0494+STABILITY: SURFACE MOTION
 OQ0494
 OQ0494  HISTORY     - Date     Condition        Report By
 OQ0494  HISTORY     - 1925     MONUMENTED       CGS
 OQ0494  HISTORY     - 1973     GOOD             USGS
 OQ0494  HISTORY     - 1973     GOOD             NGS
 OQ0494  HISTORY     - 1984     GOOD             NGS
 OQ0494  HISTORY     - 19840419 GOOD             NGS
 OQ0494  HISTORY     - 19950101 GOOD             SDDENR
 OQ0494
 OQ0494                          STATION DESCRIPTION
 OQ0494
 OQ0494'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OQ0494'2 MI E FROM FARMER.
 OQ0494'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RY.
 OQ0494'FROM FARMER, HANSON COUNTY, 38 FT. SOUTH, 48 FT. WEST AND 2.6
 OQ0494'FT. LOWER THAN ROAD CROSSING, T-103-N, R-57-W, NEAR QUARTER
 OQ0494'CORNER BETWEEN SECTIONS 14 AND 15, A STANDARD DISK, STAMPED
 OQ0494'1386.280 J 6 1925 AND SET IN THE TOP OF A CONCRETE POST.
 OQ0494
 OQ0494                          STATION RECOVERY (1973)
 OQ0494
 OQ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OQ0494'RECOVERED IN GOOD CONDITION.
 OQ0494
 OQ0494                          STATION RECOVERY (1984)
 OQ0494
 OQ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OQ0494'CHANGE LOCAL MEASUREMENT TO 14.2 M (46.5 FT) WEST OF CENTER OF ROAD,
 OQ0494'4.0 M (13 FT) NORTH-NORTHWEST OF A STEEL FENCE CORNER POST WITH
 OQ0494'BRACES, 1.5 M (5 FT) WEST OF A FENCE.
 OQ0494
 OQ0494                          STATION RECOVERY (1984)
 OQ0494
 OQ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OQ0494'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF FARMER, ALONG
 OQ0494'SOUTH SIDE OF ABANDONED RAILROAD AND THE WEST SIDE OF A COUNTY ROAD.
 OQ0494'TO REACH THE STATION FROM THE RAIROAD AND MAIN STREET CROSSING IN
 OQ0494'FARMER, GO EAST ALONG RAILROAD FOR 3.2 KM (2.00 MI) TO THE MARK ON THE
 OQ0494'RIGHT.  THE STATION IS STANDARD CGS BENCH MARK DISK STAMPED 1386.280
 OQ0494'J6 1925 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 OQ0494'RECESSED 2 CM (1 INCH) .  IT IS 14.2 M (46.6 FT) WEST FROM THE CENTER
 OQ0494'OF THE ROAD, 4.0 M (13.1 FT) NORTH-NORTHWEST FROM A STEEL FENCE
 OQ0494'CORNER, 1.5 M (4.9 FT) WEST FROM A FENCE AND 0.3 M (1.0 FT) EAST FROM
 OQ0494'A WITNESS POST.
 OQ0494
 OQ0494                          STATION RECOVERY (1995)
 OQ0494
 OQ0494'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 OQ0494'FOUND IN GOOD CONDITION.  TRACKS ARE NO LONGER PRESENT, BUT RR GRADE
 OQ0494'IS STILL VISIBLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0090 ***********************************************************************
 PU0090  DESIGNATION -  J 6 B 1
 PU0090  PID         -  PU0090
 PU0090  STATE/COUNTY-  SD/MEADE
 PU0090  COUNTRY     -  US
 PU0090  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0090
 PU0090                         *CURRENT SURVEY CONTROL
 PU0090  ______________________________________________________________________
 PU0090* NAD 83(1986) POSITION- 44 53 03.     (N) 102 15 12.     (W)   SCALED
 PU0090* NAVD 88 ORTHO HEIGHT -   779.896 (meters)     2558.71  (feet) ADJUSTED
 PU0090  ______________________________________________________________________
 PU0090  GEOID HEIGHT    -        -19.065 (meters)                     GEOID18
 PU0090  DYNAMIC HEIGHT  -        779.729 (meters)     2558.16  (feet) COMP
 PU0090  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 PU0090
 PU0090  VERT ORDER      -  SECOND    CLASS 0
 PU0090
 PU0090.The horizontal coordinates were scaled from a map and have
 PU0090.an estimated accuracy of +/- 6 seconds.
 PU0090
 PU0090.The orthometric height was determined by differential leveling and
 PU0090.adjusted by the NATIONAL GEODETIC SURVEY
 PU0090.in June 1991.
 PU0090
 PU0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0090.GEOID18 height accuracy estimate available here.
 PU0090
 PU0090.Click photographs - Photos may exist for this station.
 PU0090
 PU0090.The dynamic height is computed by dividing the NAVD 88
 PU0090.geopotential number by the normal gravity value computed on the
 PU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0090.degrees latitude (g = 980.6199 gals.).
 PU0090
 PU0090.The modeled gravity was interpolated from observed gravity values.
 PU0090
 PU0090;                    North         East    Units  Estimated Accuracy
 PU0090;SPC SD N     -   119,250.      422,010.      MT  (+/- 180 meters Scaled)
 PU0090
 PU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK169737(NAD 83)
 PU0090
 PU0090                          SUPERSEDED SURVEY CONTROL
 PU0090
 PU0090  NGVD 29 (??/??/92)  779.44   (m)         2557.2    (f) COMPUTED    2 0
 PU0090
 PU0090.Superseded values are not recommended for survey control.
 PU0090
 PU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0090.See file dsdata.pdf to determine how the superseded data were derived.
 PU0090
 PU0090_MARKER: Z = SEE DESCRIPTION
 PU0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0090_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0090+STABILITY: SURFACE MOTION
 PU0090
 PU0090  HISTORY     - Date     Condition        Report By
 PU0090  HISTORY     - UNK      MONUMENTED       USAF
 PU0090  HISTORY     - 1963     GOOD             CGS
 PU0090
 PU0090                          STATION DESCRIPTION
 PU0090
 PU0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0090'14.6 MI SE FROM OPAL.
 PU0090'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0090'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0090'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES
 PU0090'SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST ACROSS COUNTRY,
 PU0090'IN SECTION 26, T11N, R15E, ON THE CREST OF A RIDGE, AND THE
 PU0090'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 PU0090'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 PU0090'4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0089 ***********************************************************************
 PU0089  DESIGNATION -  J 6 B 2
 PU0089  PID         -  PU0089
 PU0089  STATE/COUNTY-  SD/MEADE
 PU0089  COUNTRY     -  US
 PU0089  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0089
 PU0089                         *CURRENT SURVEY CONTROL
 PU0089  ______________________________________________________________________
 PU0089* NAD 83(1986) POSITION- 44 53 15.     (N) 102 15 11.     (W)   SCALED
 PU0089* NAVD 88 ORTHO HEIGHT -   777.140 (meters)     2549.67  (feet) ADJUSTED
 PU0089  ______________________________________________________________________
 PU0089  GEOID HEIGHT    -        -19.062 (meters)                     GEOID18
 PU0089  DYNAMIC HEIGHT  -        776.974 (meters)     2549.12  (feet) COMP
 PU0089  MODELED GRAVITY -    980,376.6   (mgal)                       NAVD 88
 PU0089
 PU0089  VERT ORDER      -  SECOND    CLASS 0
 PU0089
 PU0089.The horizontal coordinates were scaled from a map and have
 PU0089.an estimated accuracy of +/- 6 seconds.
 PU0089
 PU0089.The orthometric height was determined by differential leveling and
 PU0089.adjusted by the NATIONAL GEODETIC SURVEY
 PU0089.in June 1991.
 PU0089
 PU0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0089.GEOID18 height accuracy estimate available here.
 PU0089
 PU0089.Click photographs - Photos may exist for this station.
 PU0089
 PU0089.The dynamic height is computed by dividing the NAVD 88
 PU0089.geopotential number by the normal gravity value computed on the
 PU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0089.degrees latitude (g = 980.6199 gals.).
 PU0089
 PU0089.The modeled gravity was interpolated from observed gravity values.
 PU0089
 PU0089;                    North         East    Units  Estimated Accuracy
 PU0089;SPC SD N     -   119,620.      422,040.      MT  (+/- 180 meters Scaled)
 PU0089
 PU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK169741(NAD 83)
 PU0089
 PU0089                          SUPERSEDED SURVEY CONTROL
 PU0089
 PU0089  NGVD 29 (??/??/92)  776.68   (m)         2548.2    (f) COMPUTED    2 0
 PU0089
 PU0089.Superseded values are not recommended for survey control.
 PU0089
 PU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0089.See file dsdata.pdf to determine how the superseded data were derived.
 PU0089
 PU0089_MARKER: Z = SEE DESCRIPTION
 PU0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0089_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0089+STABILITY: SURFACE MOTION
 PU0089
 PU0089  HISTORY     - Date     Condition        Report By
 PU0089  HISTORY     - UNK      MONUMENTED       USAF
 PU0089  HISTORY     - 1963     GOOD             CGS
 PU0089
 PU0089                          STATION DESCRIPTION
 PU0089
 PU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0089'14.4 MI SE FROM OPAL.
 PU0089'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0089'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0089'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 PU0089'SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST ACROSS COUNTRY
 PU0089'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 PU0089'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0089'CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0087 ***********************************************************************
 QR0087  DESIGNATION -  J 60
 QR0087  PID         -  QR0087
 QR0087  STATE/COUNTY-  SD/BROWN
 QR0087  COUNTRY     -  US
 QR0087  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0087
 QR0087                         *CURRENT SURVEY CONTROL
 QR0087  ______________________________________________________________________
 QR0087* NAD 83(1986) POSITION- 45 22 48.     (N) 098 29 42.     (W)   SCALED
 QR0087* NAVD 88 ORTHO HEIGHT -   394.896 (meters)     1295.59  (feet) ADJUSTED
 QR0087  ______________________________________________________________________
 QR0087  GEOID HEIGHT    -        -24.331 (meters)                     GEOID18
 QR0087  DYNAMIC HEIGHT  -        394.868 (meters)     1295.50  (feet) COMP
 QR0087  MODELED GRAVITY -    980,535.5   (mgal)                       NAVD 88
 QR0087
 QR0087  VERT ORDER      -  SECOND    CLASS 0
 QR0087
 QR0087.The horizontal coordinates were scaled from a map and have
 QR0087.an estimated accuracy of +/- 6 seconds.
 QR0087
 QR0087.The orthometric height was determined by differential leveling and
 QR0087.adjusted by the NATIONAL GEODETIC SURVEY
 QR0087.in June 1991.
 QR0087
 QR0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0087.GEOID18 height accuracy estimate available here.
 QR0087
 QR0087.Click photographs - Photos may exist for this station.
 QR0087
 QR0087.The dynamic height is computed by dividing the NAVD 88
 QR0087.geopotential number by the normal gravity value computed on the
 QR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0087.degrees latitude (g = 980.6199 gals.).
 QR0087
 QR0087.The modeled gravity was interpolated from observed gravity values.
 QR0087
 QR0087;                    North         East    Units  Estimated Accuracy
 QR0087;SPC SD N     -   172,970.      717,870.      MT  (+/- 180 meters Scaled)
 QR0087
 QR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR395252(NAD 83)
 QR0087
 QR0087                          SUPERSEDED SURVEY CONTROL
 QR0087
 QR0087  NGVD 29 (??/??/92)  394.604  (m)         1294.63   (f) ADJ UNCH    2 0
 QR0087
 QR0087.Superseded values are not recommended for survey control.
 QR0087
 QR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0087.See file dsdata.pdf to determine how the superseded data were derived.
 QR0087
 QR0087_MARKER: DB = BENCH MARK DISK
 QR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0087_STAMPING: J 60 1934
 QR0087_MARK LOGO: CGS
 QR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0087+STABILITY: SURFACE MOTION
 QR0087
 QR0087  HISTORY     - Date     Condition        Report By
 QR0087  HISTORY     - 1934     MONUMENTED       CGS
 QR0087
 QR0087                          STATION DESCRIPTION
 QR0087
 QR0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0087'3.8 MI N FROM WARNER.
 QR0087'3.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0087'PACIFIC RAILWAY FROM THE STATION AT WARNER, BROWN COUNTY,
 QR0087'ABOUT 15 POLES NORTH OF MILEPOST 122, AT A BRIDGE ON U.S.
 QR0087'HIGHWAY 281, IN THE TOP OF THE SOUTH CONCRETE POST OF THE
 QR0087'EAST BALUSTRADE, OPPOSITE A STEEL AND WOODEN RAILROAD BRIDGE,
 QR0087'ABOUT 90 FEET WEST OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 QR0087'STANDARD DISK, STAMPED J 60 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0168 ***********************************************************************
 QQ0168  DESIGNATION -  J 62
 QQ0168  PID         -  QQ0168
 QQ0168  STATE/COUNTY-  SD/MARSHALL
 QQ0168  COUNTRY     -  US
 QQ0168  USGS QUAD   -  LAKE CITY (2017)
 QQ0168
 QQ0168                         *CURRENT SURVEY CONTROL
 QQ0168  ______________________________________________________________________
 QQ0168* NAD 83(1986) POSITION- 45 44 07.     (N) 097 29 02.     (W)   SCALED
 QQ0168* NAVD 88 ORTHO HEIGHT -   555.734 (meters)     1823.27  (feet) ADJUSTED
 QQ0168  ______________________________________________________________________
 QQ0168  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 QQ0168  DYNAMIC HEIGHT  -        555.697 (meters)     1823.15  (feet) COMP
 QQ0168  MODELED GRAVITY -    980,531.7   (mgal)                       NAVD 88
 QQ0168
 QQ0168  VERT ORDER      -  SECOND    CLASS 0
 QQ0168
 QQ0168.The horizontal coordinates were scaled from a map and have
 QQ0168.an estimated accuracy of +/- 6 seconds.
 QQ0168
 QQ0168.The orthometric height was determined by differential leveling and
 QQ0168.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0168.in June 1991.
 QQ0168
 QQ0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0168.GEOID18 height accuracy estimate available here.
 QQ0168
 QQ0168.Click photographs - Photos may exist for this station.
 QQ0168
 QQ0168.The dynamic height is computed by dividing the NAVD 88
 QQ0168.geopotential number by the normal gravity value computed on the
 QQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0168.degrees latitude (g = 980.6199 gals.).
 QQ0168
 QQ0168.The modeled gravity was interpolated from observed gravity values.
 QQ0168
 QQ0168;                    North         East    Units  Estimated Accuracy
 QQ0168;SPC SD N     -   214,400.      795,800.      MT  (+/- 180 meters Scaled)
 QQ0168
 QQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR179657(NAD 83)
 QQ0168
 QQ0168                          SUPERSEDED SURVEY CONTROL
 QQ0168
 QQ0168  NGVD 29 (??/??/92)  555.452  (m)         1822.35   (f) ADJ UNCH    2 0
 QQ0168
 QQ0168.Superseded values are not recommended for survey control.
 QQ0168
 QQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0168.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0168
 QQ0168_MARKER: DB = BENCH MARK DISK
 QQ0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0168_SP_SET: CULVERT HEADWALL
 QQ0168_STAMPING: J 62 1934
 QQ0168_MARK LOGO: CGS
 QQ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0168+STABILITY: SURFACE MOTION
 QQ0168
 QQ0168  HISTORY     - Date     Condition        Report By
 QQ0168  HISTORY     - 1934     MONUMENTED       CGS
 QQ0168  HISTORY     - 1970     GOOD             USGS
 QQ0168
 QQ0168                          STATION DESCRIPTION
 QQ0168
 QQ0168'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QQ0168'4 MI W FROM LAKE CITY.
 QQ0168'LAKE CITY 3.5 MILE WEST, 0.5 MILE WEST OF S 127 N, R 55 - 56 W,
 QQ0168'NEAR S 1/16 CORNER OF SECTIONS 7 - 12, ABOUT 0.5 MILE SOUTH OF
 QQ0168'STATE HWY 10, AT A 4-FOOT CONCRETE CULVERT UNDER OLD HWY 10,
 QQ0168'SET IN THE CENTER OF THE WEST HEADWALL A STANDARD DISK STAMPED
 QQ0168'J 62 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0235 ***********************************************************************
 QQ0235  DESIGNATION -  J 63
 QQ0235  PID         -  QQ0235
 QQ0235  STATE/COUNTY-  SD/ROBERTS
 QQ0235  COUNTRY     -  US
 QQ0235  USGS QUAD   -  ENEMY SWIM LAKE EAST (2017)
 QQ0235
 QQ0235                         *CURRENT SURVEY CONTROL
 QQ0235  ______________________________________________________________________
 QQ0235* NAD 83(1986) POSITION- 45 23 30.     (N) 097 08 58.     (W)   SCALED
 QQ0235* NAVD 88 ORTHO HEIGHT -   584.784 (meters)     1918.58  (feet) ADJUSTED
 QQ0235  ______________________________________________________________________
 QQ0235  GEOID HEIGHT    -        -25.275 (meters)                     GEOID18
 QQ0235  DYNAMIC HEIGHT  -        584.720 (meters)     1918.37  (feet) COMP
 QQ0235  MODELED GRAVITY -    980,487.6   (mgal)                       NAVD 88
 QQ0235
 QQ0235  VERT ORDER      -  SECOND    CLASS 0
 QQ0235
 QQ0235.The horizontal coordinates were scaled from a map and have
 QQ0235.an estimated accuracy of +/- 6 seconds.
 QQ0235
 QQ0235.The orthometric height was determined by differential leveling and
 QQ0235.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0235.in June 1991.
 QQ0235
 QQ0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0235.GEOID18 height accuracy estimate available here.
 QQ0235
 QQ0235.Click photographs - Photos may exist for this station.
 QQ0235
 QQ0235.The dynamic height is computed by dividing the NAVD 88
 QQ0235.geopotential number by the normal gravity value computed on the
 QQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0235.degrees latitude (g = 980.6199 gals.).
 QQ0235
 QQ0235.The modeled gravity was interpolated from observed gravity values.
 QQ0235
 QQ0235;                    North         East    Units  Estimated Accuracy
 QQ0235;SPC SD N     -   177,100.      823,170.      MT  (+/- 180 meters Scaled)
 QQ0235
 QQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR448281(NAD 83)
 QQ0235
 QQ0235                          SUPERSEDED SURVEY CONTROL
 QQ0235
 QQ0235  NGVD 29 (??/??/92)  584.506  (m)         1917.67   (f) ADJ UNCH    2 0
 QQ0235
 QQ0235.Superseded values are not recommended for survey control.
 QQ0235
 QQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0235.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0235
 QQ0235_MARKER: DB = BENCH MARK DISK
 QQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0235_STAMPING: J 63 1934
 QQ0235_MARK LOGO: CGS
 QQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0235+STABILITY: SURFACE MOTION
 QQ0235
 QQ0235  HISTORY     - Date     Condition        Report By
 QQ0235  HISTORY     - 1934     MONUMENTED       CGS
 QQ0235  HISTORY     - 1971     GOOD
 QQ0235
 QQ0235                          STATION DESCRIPTION
 QQ0235
 QQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0235'2.4 MI E FROM ORTLEY.
 QQ0235'ABOUT 2.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0235'PACIFIC RAILROAD AND 4.6 MILES NORTH ALONG U.S. HIGHWAY 81 FROM
 QQ0235'ORTLEY, ROBERTS COUNTY, ON THE OUTSIDE OF A CURVE TO THE EAST, 10
 QQ0235'FEET NORTHWEST OF A ROAD SIGN READING WATERTOWN 37 MILES SESSETON
 QQ0235'23 MILES, AND 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 QQ0235'SET IN THE TOP OF A CONCRETE POST.
 QQ0235'NOTE--MARK IS 1 FT E OF A WITNESS POST, 33 FT E OF A FIELD ROAD.
 QQ0235
 QQ0235                          STATION RECOVERY (1971)
 QQ0235
 QQ0235'RECOVERED 1971
 QQ0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0452 ***********************************************************************
 QS0452  DESIGNATION -  J 65
 QS0452  PID         -  QS0452
 QS0452  STATE/COUNTY-  SD/CORSON
 QS0452  COUNTRY     -  US
 QS0452  USGS QUAD   -  WALKER (2017)
 QS0452
 QS0452                         *CURRENT SURVEY CONTROL
 QS0452  ______________________________________________________________________
 QS0452* NAD 83(1986) POSITION- 45 53 46.     (N) 101 02 38.     (W)   SCALED
 QS0452* NAVD 88 ORTHO HEIGHT -   641.637 (meters)     2105.10  (feet) ADJUSTED
 QS0452  ______________________________________________________________________
 QS0452  GEOID HEIGHT    -        -20.944 (meters)                     GEOID18
 QS0452  DYNAMIC HEIGHT  -        641.577 (meters)     2104.91  (feet) COMP
 QS0452  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 QS0452
 QS0452  VERT ORDER      -  SECOND    CLASS 0
 QS0452
 QS0452.The horizontal coordinates were scaled from a map and have
 QS0452.an estimated accuracy of +/- 6 seconds.
 QS0452
 QS0452.The orthometric height was determined by differential leveling and
 QS0452.adjusted by the NATIONAL GEODETIC SURVEY
 QS0452.in June 1991.
 QS0452
 QS0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0452.GEOID18 height accuracy estimate available here.
 QS0452
 QS0452.Click photographs - Photos may exist for this station.
 QS0452
 QS0452.The dynamic height is computed by dividing the NAVD 88
 QS0452.geopotential number by the normal gravity value computed on the
 QS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0452.degrees latitude (g = 980.6199 gals.).
 QS0452
 QS0452.The modeled gravity was interpolated from observed gravity values.
 QS0452
 QS0452;                    North         East    Units  Estimated Accuracy
 QS0452;SPC SD N     -   229,760.      518,980.      MT  (+/- 180 meters Scaled)
 QS0452
 QS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR414845(NAD 83)
 QS0452
 QS0452                          SUPERSEDED SURVEY CONTROL
 QS0452
 QS0452  NGVD 29 (??/??/92)  641.156  (m)         2103.53   (f) ADJ UNCH    2 0
 QS0452
 QS0452.Superseded values are not recommended for survey control.
 QS0452
 QS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0452.See file dsdata.pdf to determine how the superseded data were derived.
 QS0452
 QS0452_MARKER: DB = BENCH MARK DISK
 QS0452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0452_SP_SET: CULVERT HEADWALL
 QS0452_STAMPING: J 65 1934
 QS0452_MARK LOGO: CGS
 QS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0452+STABILITY: SURFACE MOTION
 QS0452
 QS0452  HISTORY     - Date     Condition        Report By
 QS0452  HISTORY     - 1934     MONUMENTED       CGS
 QS0452  HISTORY     - 1950     MARK NOT FOUND   CGS
 QS0452
 QS0452                          STATION DESCRIPTION
 QS0452
 QS0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QS0452'2.6 MI E FROM WALKER.
 QS0452'2.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0452'RAILROAD FROM THE STATION AT WALKER, CORSON COUNTY, ABOUT 2
 QS0452'POLES WEST OF MILEPOST 848, ABOUT 1 POLE WEST OF CULVERT 115,
 QS0452'JUST NORTH OF A POLE, ABOUT 200 FEET SOUTH OF THE TRACK, AT A
 QS0452'CULVERT UNDER U.S. HIGHWAY 12, AND IN THE CENTER OF THE TOP OF
 QS0452'THE NORTH HEAD WALL.  A STANDARD DISK, STAMPED J 65 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0142 ***********************************************************************
 QS0142  DESIGNATION -  J 66 RESET
 QS0142  PID         -  QS0142
 QS0142  STATE/COUNTY-  SD/CORSON
 QS0142  COUNTRY     -  US
 QS0142  USGS QUAD   -  MOBRIDGE (2017)
 QS0142
 QS0142                         *CURRENT SURVEY CONTROL
 QS0142  ______________________________________________________________________
 QS0142* NAD 83(1986) POSITION- 45 36 32.     (N) 100 28 18.     (W)   SCALED
 QS0142* NAVD 88 ORTHO HEIGHT -   479.968 (meters)     1574.70  (feet) ADJUSTED
 QS0142  ______________________________________________________________________
 QS0142  GEOID HEIGHT    -        -21.739 (meters)                     GEOID18
 QS0142  DYNAMIC HEIGHT  -        479.931 (meters)     1574.57  (feet) COMP
 QS0142  MODELED GRAVITY -    980,523.5   (mgal)                       NAVD 88
 QS0142
 QS0142  VERT ORDER      -  FIRST     CLASS II
 QS0142
 QS0142.The horizontal coordinates were scaled from a map and have
 QS0142.an estimated accuracy of +/- 6 seconds.
 QS0142
 QS0142.The orthometric height was determined by differential leveling and
 QS0142.adjusted by the NATIONAL GEODETIC SURVEY
 QS0142.in June 1991.
 QS0142
 QS0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0142.GEOID18 height accuracy estimate available here.
 QS0142
 QS0142.Click photographs - Photos may exist for this station.
 QS0142
 QS0142.The dynamic height is computed by dividing the NAVD 88
 QS0142.geopotential number by the normal gravity value computed on the
 QS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0142.degrees latitude (g = 980.6199 gals.).
 QS0142
 QS0142.The modeled gravity was interpolated from observed gravity values.
 QS0142
 QS0142;                    North         East    Units  Estimated Accuracy
 QS0142;SPC SD N     -   197,420.      563,210.      MT  (+/- 180 meters Scaled)
 QS0142
 QS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR852516(NAD 83)
 QS0142
 QS0142                          SUPERSEDED SURVEY CONTROL
 QS0142
 QS0142  NGVD 29 (??/??/92)  479.596  (m)         1573.47   (f) ADJ UNCH    1 2
 QS0142
 QS0142.Superseded values are not recommended for survey control.
 QS0142
 QS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0142.See file dsdata.pdf to determine how the superseded data were derived.
 QS0142
 QS0142_MARKER: DB = BENCH MARK DISK
 QS0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0142_STAMPING: J 66 RESET 1934
 QS0142_MARK LOGO: CGS
 QS0142_PROJECTION: RECESSED 30 CENTIMETERS
 QS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0142+STABILITY: SURFACE MOTION
 QS0142
 QS0142  HISTORY     - Date     Condition        Report By
 QS0142  HISTORY     - 1945     MONUMENTED       CGS
 QS0142  HISTORY     - 1949     GOOD             CGS
 QS0142
 QS0142                          STATION DESCRIPTION
 QS0142
 QS0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0142'3.3 MI N FROM MOREAU JUNCTION.
 QS0142'3.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0142'RAILROAD FROM THE STATION AT MOREAU JUNCTION, 4 1/2 POLES NORTHWEST
 QS0142'OF MILEPOST 812, 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 QS0142'TRACK, 9.0 FEET NORTHWEST OF THE CENTER LINE OF ROAD CROSSING, 0.8
 QS0142'FOOT NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 QS0142'POST WHICH IS 1.0 FOOT BELOW THE SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0077 ***********************************************************************
 QS0077  DESIGNATION -  J 67
 QS0077  PID         -  QS0077
 QS0077  STATE/COUNTY-  SD/CAMPBELL
 QS0077  COUNTRY     -  US
 QS0077  USGS QUAD   -  SELBY (2017)
 QS0077
 QS0077                         *CURRENT SURVEY CONTROL
 QS0077  ______________________________________________________________________
 QS0077* NAD 83(1986) POSITION- 45 36 36.     (N) 100 02 52.     (W)   SCALED
 QS0077* NAVD 88 ORTHO HEIGHT -   523.844 (meters)     1718.64  (feet) ADJUSTED
 QS0077  ______________________________________________________________________
 QS0077  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 QS0077  DYNAMIC HEIGHT  -        523.797 (meters)     1718.49  (feet) COMP
 QS0077  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 QS0077
 QS0077  VERT ORDER      -  SECOND    CLASS 0
 QS0077
 QS0077.The horizontal coordinates were scaled from a map and have
 QS0077.an estimated accuracy of +/- 6 seconds.
 QS0077
 QS0077.The orthometric height was determined by differential leveling and
 QS0077.adjusted by the NATIONAL GEODETIC SURVEY
 QS0077.in June 1991.
 QS0077
 QS0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0077.GEOID18 height accuracy estimate available here.
 QS0077
 QS0077.Click photographs - Photos may exist for this station.
 QS0077
 QS0077.The dynamic height is computed by dividing the NAVD 88
 QS0077.geopotential number by the normal gravity value computed on the
 QS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0077.degrees latitude (g = 980.6199 gals.).
 QS0077
 QS0077.The modeled gravity was interpolated from observed gravity values.
 QS0077
 QS0077;                    North         East    Units  Estimated Accuracy
 QS0077;SPC SD N     -   197,440.      596,270.      MT  (+/- 180 meters Scaled)
 QS0077
 QS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR183512(NAD 83)
 QS0077
 QS0077                          SUPERSEDED SURVEY CONTROL
 QS0077
 QS0077  NGVD 29 (??/??/92)  523.471  (m)         1717.42   (f) ADJ UNCH    2 0
 QS0077
 QS0077.Superseded values are not recommended for survey control.
 QS0077
 QS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0077.See file dsdata.pdf to determine how the superseded data were derived.
 QS0077
 QS0077_MARKER: DB = BENCH MARK DISK
 QS0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0077_SP_SET: CULVERT HEADWALL
 QS0077_STAMPING: J 67 1934
 QS0077_MARK LOGO: CGS
 QS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0077+STABILITY: SURFACE MOTION
 QS0077
 QS0077  HISTORY     - Date     Condition        Report By
 QS0077  HISTORY     - 1934     MONUMENTED       CGS
 QS0077  HISTORY     - 1953     GOOD             CGS
 QS0077
 QS0077                          STATION DESCRIPTION
 QS0077
 QS0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0077'7.7 MI N FROM SELBY.
 QS0077'IN CAMPBELL COUNTY, ABOUT 7.7 MILES NORTH ALONG OLD U.S. HIGHWAY
 QS0077'83 FROM THE COUNTY COURTHOUSE AT SELBY, WALWORTH COUNTY, AT A
 QS0077'4- BY 6-FOOT CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP
 QS0077'OF THE WEST HIGH HEAD WALL, 12.5 FEET WEST OF THE CENTER LINE
 QS0077'OF THE HIGHWAY, 6.1 FEET SOUTH OF A WHITE POST, AND ABOUT 3 FEET
 QS0077'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 67 1934.
 QS0077
 QS0077                          STATION RECOVERY (1953)
 QS0077
 QS0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0316 ***********************************************************************
 QR0316  DESIGNATION -  J 68
 QR0316  PID         -  QR0316
 QR0316  STATE/COUNTY-  SD/POTTER
 QR0316  COUNTRY     -  US
 QR0316  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0316
 QR0316                         *CURRENT SURVEY CONTROL
 QR0316  ______________________________________________________________________
 QR0316* NAD 83(1986) POSITION- 45 08 01.     (N) 099 56 20.     (W)   SCALED
 QR0316* NAVD 88 ORTHO HEIGHT -   591.600 (meters)     1940.94  (feet) ADJUSTED
 QR0316  ______________________________________________________________________
 QR0316  GEOID HEIGHT    -        -22.418 (meters)                     GEOID18
 QR0316  DYNAMIC HEIGHT  -        591.515 (meters)     1940.66  (feet) COMP
 QR0316  MODELED GRAVITY -    980,454.9   (mgal)                       NAVD 88
 QR0316
 QR0316  VERT ORDER      -  SECOND    CLASS 0
 QR0316
 QR0316.The horizontal coordinates were scaled from a map and have
 QR0316.an estimated accuracy of +/- 6 seconds.
 QR0316
 QR0316.The orthometric height was determined by differential leveling and
 QR0316.adjusted by the NATIONAL GEODETIC SURVEY
 QR0316.in June 1991.
 QR0316
 QR0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0316.GEOID18 height accuracy estimate available here.
 QR0316
 QR0316.Click photographs - Photos may exist for this station.
 QR0316
 QR0316.The dynamic height is computed by dividing the NAVD 88
 QR0316.geopotential number by the normal gravity value computed on the
 QR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0316.degrees latitude (g = 980.6199 gals.).
 QR0316
 QR0316.The modeled gravity was interpolated from observed gravity values.
 QR0316
 QR0316;                    North         East    Units  Estimated Accuracy
 QR0316;SPC SD N     -   144,490.      604,810.      MT  (+/- 180 meters Scaled)
 QR0316
 QR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ261982(NAD 83)
 QR0316
 QR0316                          SUPERSEDED SURVEY CONTROL
 QR0316
 QR0316  NGVD 29 (??/??/92)  591.23   (m)         1939.7    (f) COMPUTED    2 0
 QR0316
 QR0316.Superseded values are not recommended for survey control.
 QR0316
 QR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0316.See file dsdata.pdf to determine how the superseded data were derived.
 QR0316
 QR0316_MARKER: DB = BENCH MARK DISK
 QR0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0316_SP_SET: BOX CULVERT HEADWALL
 QR0316_STAMPING: J 68 1934
 QR0316_MARK LOGO: CGS
 QR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0316+STABILITY: SURFACE MOTION
 QR0316
 QR0316  HISTORY     - Date     Condition        Report By
 QR0316  HISTORY     - 1934     MONUMENTED       CGS
 QR0316  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0316
 QR0316                          STATION DESCRIPTION
 QR0316
 QR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0316'8.7 MI N FROM GETTYSBURG.
 QR0316'8.7 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 276 FEET
 QR0316'SOUTH OF FARM ENTRANCE, 12 FEET EAST OF HIWAY AND 21 FEET WEST
 QR0316'OF RIGHT OF WAY FENCE.  SET IN THE SOUTH END OF THE EAST HEADWALL
 QR0316'OF DOUBLE 4 FT X 6 FT CONCRETE BOX CULVERT, 2 FEET ABOVE LEVEL
 QR0316'OF ROAD.
 QR0316
 QR0316                          STATION RECOVERY (1974)
 QR0316
 QR0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0317 ***********************************************************************
 QR0317  DESIGNATION -  J 68 RESET
 QR0317  PID         -  QR0317
 QR0317  STATE/COUNTY-  SD/POTTER
 QR0317  COUNTRY     -  US
 QR0317  USGS QUAD   -  FLIGHT LAKE (2017)
 QR0317
 QR0317                         *CURRENT SURVEY CONTROL
 QR0317  ______________________________________________________________________
 QR0317* NAD 83(1986) POSITION- 45 08 01.     (N) 099 56 20.     (W)   SCALED
 QR0317* NAVD 88 ORTHO HEIGHT -   591.76  (meters)     1941.5   (feet) RESET
 QR0317  ______________________________________________________________________
 QR0317  GEOID HEIGHT    -        -22.418 (meters)                     GEOID18
 QR0317  VERT ORDER      -  THIRD
 QR0317
 QR0317.The horizontal coordinates were scaled from a map and have
 QR0317.an estimated accuracy of +/- 6 seconds.
 QR0317
 QR0317.The orthometric height was computed from unverified reset data.
 QR0317
 QR0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0317.GEOID18 height accuracy estimate available here.
 QR0317
 QR0317.Click photographs - Photos may exist for this station.
 QR0317
 QR0317;                    North         East    Units  Estimated Accuracy
 QR0317;SPC SD N     -   144,490.      604,810.      MT  (+/- 180 meters Scaled)
 QR0317
 QR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ261982(NAD 83)
 QR0317
 QR0317                          SUPERSEDED SURVEY CONTROL
 QR0317
 QR0317.No superseded survey control is available for this station.
 QR0317
 QR0317_MARKER: DB = BENCH MARK DISK
 QR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0317_STAMPING: J 68 RESET 1956
 QR0317_MARK LOGO: CGS
 QR0317_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0317+STABILITY: SURFACE MOTION
 QR0317
 QR0317  HISTORY     - Date     Condition        Report By
 QR0317  HISTORY     - 1956     MONUMENTED       CGS
 QR0317
 QR0317                          STATION DESCRIPTION
 QR0317
 QR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0317'8.7 MI N FROM GETTYSBURG.
 QR0317'8.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER TOWER
 QR0317'AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG U.S.
 QR0317'HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF GETTYSBURG,
 QR0317'THENCE 8.1 MILES NORTH ALONG STATE HIGHWAY 83, AT THE JUNCTION
 QR0317'OF A DRIVEWAY LEADING EAST TO A FARMHOUSE, 54 FEET EAST OF THE
 QR0317'CENTERLINE OF THE HIGHWAY, AND 36 FEET NORTH OF THE CENTERLINE
 QR0317'OF THE DRIVEWAY.  A STANDARD DISK, STAMPED J 68 RESET 1956
 QR0317'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QR0317'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0242 ***********************************************************************
 QS0242  DESIGNATION -  J 69
 QS0242  PID         -  QS0242
 QS0242  STATE/COUNTY-  SD/DEWEY
 QS0242  COUNTRY     -  US
 QS0242  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0242
 QS0242                         *CURRENT SURVEY CONTROL
 QS0242  ______________________________________________________________________
 QS0242* NAD 83(1986) POSITION- 45 04 29.     (N) 100 24 57.     (W)   SCALED
 QS0242* NAVD 88 ORTHO HEIGHT -   576.881 (meters)     1892.65  (feet) ADJUSTED
 QS0242  ______________________________________________________________________
 QS0242  GEOID HEIGHT    -        -22.362 (meters)                     GEOID18
 QS0242  DYNAMIC HEIGHT  -        576.793 (meters)     1892.36  (feet) COMP
 QS0242  MODELED GRAVITY -    980,446.5   (mgal)                       NAVD 88
 QS0242
 QS0242  VERT ORDER      -  SECOND    CLASS 0
 QS0242
 QS0242.The horizontal coordinates were scaled from a map and have
 QS0242.an estimated accuracy of +/- 6 seconds.
 QS0242
 QS0242.The orthometric height was determined by differential leveling and
 QS0242.adjusted by the NATIONAL GEODETIC SURVEY
 QS0242.in June 1991.
 QS0242
 QS0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0242.GEOID18 height accuracy estimate available here.
 QS0242
 QS0242.Click photographs - Photos may exist for this station.
 QS0242
 QS0242.The dynamic height is computed by dividing the NAVD 88
 QS0242.geopotential number by the normal gravity value computed on the
 QS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0242.degrees latitude (g = 980.6199 gals.).
 QS0242
 QS0242.The modeled gravity was interpolated from observed gravity values.
 QS0242
 QS0242;                    North         East    Units  Estimated Accuracy
 QS0242;SPC SD N     -   138,030.      567,260.      MT  (+/- 180 meters Scaled)
 QS0242
 QS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ885922(NAD 83)
 QS0242
 QS0242                          SUPERSEDED SURVEY CONTROL
 QS0242
 QS0242  NGVD 29 (??/??/92)  576.49   (m)         1891.4    (f) COMPUTED    2 0
 QS0242
 QS0242.Superseded values are not recommended for survey control.
 QS0242
 QS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0242.See file dsdata.pdf to determine how the superseded data were derived.
 QS0242
 QS0242_MARKER: DB = BENCH MARK DISK
 QS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0242_STAMPING: J 69 1934
 QS0242_MARK LOGO: CGS
 QS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0242+STABILITY: SURFACE MOTION
 QS0242
 QS0242  HISTORY     - Date     Condition        Report By
 QS0242  HISTORY     - 1934     MONUMENTED       CGS
 QS0242  HISTORY     - 1945     GOOD             CGS
 QS0242
 QS0242                          STATION DESCRIPTION
 QS0242
 QS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0242'4.8 MI NW FROM CHEYENNE AGENCY.
 QS0242'4.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0242'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0242'THENCE ABOUT 2.7 MILES WEST ALONG U.S. HIGHWAY 212, 51 FEET
 QS0242'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTHWEST
 QS0242'OF A POLE, IN LINE WITH  A ROW OF POLES, 2 FEET SOUTH OF A WHITE
 QS0242'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 QS0242'A STANDARD DISK, STAMPED J 69 1934 AND SET IN THE TOP OF A
 QS0242'CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 QS0242
 QS0242                          STATION RECOVERY (1945)
 QS0242
 QS0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0099 ***********************************************************************
 PU0099  DESIGNATION -  J 7 B 1
 PU0099  PID         -  PU0099
 PU0099  STATE/COUNTY-  SD/MEADE
 PU0099  COUNTRY     -  US
 PU0099  USGS QUAD   -  OPAL EAST SE (2017)
 PU0099
 PU0099                         *CURRENT SURVEY CONTROL
 PU0099  ______________________________________________________________________
 PU0099* NAD 83(1986) POSITION- 44 49 57.     (N) 102 15 51.     (W)   SCALED
 PU0099* NAVD 88 ORTHO HEIGHT -   778.589 (meters)     2554.42  (feet) ADJUSTED
 PU0099  ______________________________________________________________________
 PU0099  GEOID HEIGHT    -        -19.090 (meters)                     GEOID18
 PU0099  DYNAMIC HEIGHT  -        778.418 (meters)     2553.86  (feet) COMP
 PU0099  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 PU0099
 PU0099  VERT ORDER      -  SECOND    CLASS 0
 PU0099
 PU0099.The horizontal coordinates were scaled from a map and have
 PU0099.an estimated accuracy of +/- 6 seconds.
 PU0099
 PU0099.The orthometric height was determined by differential leveling and
 PU0099.adjusted by the NATIONAL GEODETIC SURVEY
 PU0099.in June 1991.
 PU0099
 PU0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0099.GEOID18 height accuracy estimate available here.
 PU0099
 PU0099.Click photographs - Photos may exist for this station.
 PU0099
 PU0099.The dynamic height is computed by dividing the NAVD 88
 PU0099.geopotential number by the normal gravity value computed on the
 PU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0099.degrees latitude (g = 980.6199 gals.).
 PU0099
 PU0099.The modeled gravity was interpolated from observed gravity values.
 PU0099
 PU0099;                    North         East    Units  Estimated Accuracy
 PU0099;SPC SD N     -   113,530.      420,990.      MT  (+/- 180 meters Scaled)
 PU0099
 PU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK162679(NAD 83)
 PU0099
 PU0099                          SUPERSEDED SURVEY CONTROL
 PU0099
 PU0099  NGVD 29 (??/??/92)  778.13   (m)         2552.9    (f) COMPUTED    2 0
 PU0099
 PU0099.Superseded values are not recommended for survey control.
 PU0099
 PU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0099.See file dsdata.pdf to determine how the superseded data were derived.
 PU0099
 PU0099_MARKER: Z = SEE DESCRIPTION
 PU0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0099_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0099+STABILITY: SURFACE MOTION
 PU0099
 PU0099  HISTORY     - Date     Condition        Report By
 PU0099  HISTORY     - UNK      MONUMENTED       USAF
 PU0099  HISTORY     - 1963     GOOD             CGS
 PU0099
 PU0099                          STATION DESCRIPTION
 PU0099
 PU0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0099'17 MI SE FROM OPAL.
 PU0099'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0099'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0099'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.8
 PU0099'MILE NORTH ALONG A GRAVELED ROAD TO JORDAN 1962, THENCE 0.2 MILE
 PU0099'NORTHEAST ACROSS A CULTIVATED FIELD, IN SECTION 14, T10N,
 PU0099'R15E, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 PU0099'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0099'CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0100 ***********************************************************************
 PU0100  DESIGNATION -  J 7 B 2
 PU0100  PID         -  PU0100
 PU0100  STATE/COUNTY-  SD/MEADE
 PU0100  COUNTRY     -  US
 PU0100  USGS QUAD   -  OPAL EAST SE (2017)
 PU0100
 PU0100                         *CURRENT SURVEY CONTROL
 PU0100  ______________________________________________________________________
 PU0100* NAD 83(1986) POSITION- 44 49 42.     (N) 102 15 53.     (W)   SCALED
 PU0100* NAVD 88 ORTHO HEIGHT -   778.732 (meters)     2554.89  (feet) ADJUSTED
 PU0100  ______________________________________________________________________
 PU0100  GEOID HEIGHT    -        -19.093 (meters)                     GEOID18
 PU0100  DYNAMIC HEIGHT  -        778.561 (meters)     2554.33  (feet) COMP
 PU0100  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 PU0100
 PU0100  VERT ORDER      -  SECOND    CLASS 0
 PU0100
 PU0100.The horizontal coordinates were scaled from a map and have
 PU0100.an estimated accuracy of +/- 6 seconds.
 PU0100
 PU0100.The orthometric height was determined by differential leveling and
 PU0100.adjusted by the NATIONAL GEODETIC SURVEY
 PU0100.in June 1991.
 PU0100
 PU0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0100.GEOID18 height accuracy estimate available here.
 PU0100
 PU0100.Click photographs - Photos may exist for this station.
 PU0100
 PU0100.The dynamic height is computed by dividing the NAVD 88
 PU0100.geopotential number by the normal gravity value computed on the
 PU0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0100.degrees latitude (g = 980.6199 gals.).
 PU0100
 PU0100.The modeled gravity was interpolated from observed gravity values.
 PU0100
 PU0100;                    North         East    Units  Estimated Accuracy
 PU0100;SPC SD N     -   113,070.      420,930.      MT  (+/- 180 meters Scaled)
 PU0100
 PU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK162675(NAD 83)
 PU0100
 PU0100                          SUPERSEDED SURVEY CONTROL
 PU0100
 PU0100  NGVD 29 (??/??/92)  778.27   (m)         2553.4    (f) COMPUTED    2 0
 PU0100
 PU0100.Superseded values are not recommended for survey control.
 PU0100
 PU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0100.See file dsdata.pdf to determine how the superseded data were derived.
 PU0100
 PU0100_MARKER: Z = SEE DESCRIPTION
 PU0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0100_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0100+STABILITY: SURFACE MOTION
 PU0100
 PU0100  HISTORY     - Date     Condition        Report By
 PU0100  HISTORY     - UNK      MONUMENTED       USAF
 PU0100  HISTORY     - 1963     GOOD             CGS
 PU0100
 PU0100                          STATION DESCRIPTION
 PU0100
 PU0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0100'16.8 MI SE FROM OPAL.
 PU0100'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0100'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0100'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.65
 PU0100'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE ACROSS A
 PU0100'CULTIVATED FIELD, IN SECTION 14, T10N, R15E, ABOUT 0.1 MILE
 PU0100'EAST OF A POWER LINE, AND THE TOP SURFACE OVER THE CENTER HOLE
 PU0100'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 PU0100'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0480 ***********************************************************************
 QS0480  DESIGNATION -  J 70
 QS0480  PID         -  QS0480
 QS0480  STATE/COUNTY-  SD/DEWEY
 QS0480  COUNTRY     -  US
 QS0480  USGS QUAD   -  PARADE (2017)
 QS0480
 QS0480                         *CURRENT SURVEY CONTROL
 QS0480  ______________________________________________________________________
 QS0480* NAD 83(1986) POSITION- 45 01 02.     (N) 101 03 23.     (W)   SCALED
 QS0480* NAVD 88 ORTHO HEIGHT -   717.213 (meters)     2353.06  (feet) ADJUSTED
 QS0480  ______________________________________________________________________
 QS0480  GEOID HEIGHT    -        -21.601 (meters)                     GEOID18
 QS0480  DYNAMIC HEIGHT  -        717.073 (meters)     2352.60  (feet) COMP
 QS0480  MODELED GRAVITY -    980,397.3   (mgal)                       NAVD 88
 QS0480
 QS0480  VERT ORDER      -  FIRST     CLASS II
 QS0480
 QS0480.The horizontal coordinates were scaled from a map and have
 QS0480.an estimated accuracy of +/- 6 seconds.
 QS0480
 QS0480.The orthometric height was determined by differential leveling and
 QS0480.adjusted by the NATIONAL GEODETIC SURVEY
 QS0480.in July 1998.
 QS0480
 QS0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0480.GEOID18 height accuracy estimate available here.
 QS0480
 QS0480.Click photographs - Photos may exist for this station.
 QS0480
 QS0480.The dynamic height is computed by dividing the NAVD 88
 QS0480.geopotential number by the normal gravity value computed on the
 QS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0480.degrees latitude (g = 980.6199 gals.).
 QS0480
 QS0480.The modeled gravity was interpolated from observed gravity values.
 QS0480
 QS0480;                    North         East    Units  Estimated Accuracy
 QS0480;SPC SD N     -   132,100.      516,740.      MT  (+/- 180 meters Scaled)
 QS0480
 QS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ379869(NAD 83)
 QS0480
 QS0480                          SUPERSEDED SURVEY CONTROL
 QS0480
 QS0480  NAVD 88 (06/15/91)  717.141  (m)         2352.82   (f) SUPERSEDED  1 2
 QS0480  NGVD 29 (??/??/92)  716.661  (m)         2351.25   (f) ADJ UNCH    1 2
 QS0480
 QS0480.Superseded values are not recommended for survey control.
 QS0480
 QS0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0480.See file dsdata.pdf to determine how the superseded data were derived.
 QS0480
 QS0480_MARKER: DB = BENCH MARK DISK
 QS0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0480_STAMPING: J 70 1934
 QS0480_MARK LOGO: CGS
 QS0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0480+STABILITY: SURFACE MOTION
 QS0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0480+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 QS0480
 QS0480  HISTORY     - Date     Condition        Report By
 QS0480  HISTORY     - 1934     MONUMENTED       CGS
 QS0480  HISTORY     - 19960425 GOOD             NGS
 QS0480  HISTORY     - 20120710 GOOD             INDIV
 QS0480
 QS0480                          STATION DESCRIPTION
 QS0480
 QS0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0480'2.7 MI E FROM PARADE.
 QS0480'2.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0480'PACIFIC RAILROAD FROM THE STATION AT PARADE, DEWEY COUNTY, 3
 QS0480'POLES EAST OF CULVERT 2244, AT A ROAD CROSSING, 60 FEET WEST OF
 QS0480'THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE CENTERLINE OF
 QS0480'THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 QS0480'STAMPED J 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0480
 QS0480                          STATION RECOVERY (1996)
 QS0480
 QS0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0480'14.8 KM (9.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0480'MAIN STREET IN EAGLE BUTTE, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A
 QS0480'DIRT ROAD, 12.9 M (42.3 FT) WEST OF THE ROAD CENTER, 11.5 M (37.7 FT)
 QS0480'SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACKS REMOVED), 3.3 M (10.8
 QS0480'FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 QS0480'OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QS0480'SURFACE.
 QS0480
 QS0480                          STATION RECOVERY (2012)
 QS0480
 QS0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0262 ***********************************************************************
 QS0262  DESIGNATION -  J 71
 QS0262  PID         -  QS0262
 QS0262  STATE/COUNTY-  SD/DEWEY
 QS0262  COUNTRY     -  US
 QS0262  USGS QUAD   -  TRAIL CITY (2017)
 QS0262
 QS0262                         *CURRENT SURVEY CONTROL
 QS0262  ______________________________________________________________________
 QS0262* NAD 83(1986) POSITION- 45 26 27.     (N) 100 40 00.     (W)   SCALED
 QS0262* NAVD 88 ORTHO HEIGHT -   593.583 (meters)     1947.45  (feet) ADJUSTED
 QS0262  ______________________________________________________________________
 QS0262  GEOID HEIGHT    -        -21.557 (meters)                     GEOID18
 QS0262  DYNAMIC HEIGHT  -        593.516 (meters)     1947.23  (feet) COMP
 QS0262  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 QS0262
 QS0262  VERT ORDER      -  SECOND    CLASS 0
 QS0262
 QS0262.The horizontal coordinates were scaled from a map and have
 QS0262.an estimated accuracy of +/- 6 seconds.
 QS0262
 QS0262.The orthometric height was determined by differential leveling and
 QS0262.adjusted by the NATIONAL GEODETIC SURVEY
 QS0262.in June 1991.
 QS0262
 QS0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0262.GEOID18 height accuracy estimate available here.
 QS0262
 QS0262.Click photographs - Photos may exist for this station.
 QS0262
 QS0262.The dynamic height is computed by dividing the NAVD 88
 QS0262.geopotential number by the normal gravity value computed on the
 QS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0262.degrees latitude (g = 980.6199 gals.).
 QS0262
 QS0262.The modeled gravity was interpolated from observed gravity values.
 QS0262
 QS0262;                    North         East    Units  Estimated Accuracy
 QS0262;SPC SD N     -   178,850.      547,840.      MT  (+/- 180 meters Scaled)
 QS0262
 QS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR696332(NAD 83)
 QS0262
 QS0262                          SUPERSEDED SURVEY CONTROL
 QS0262
 QS0262  NGVD 29 (??/??/92)  593.179  (m)         1946.12   (f) ADJ UNCH    2 0
 QS0262
 QS0262.Superseded values are not recommended for survey control.
 QS0262
 QS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0262.See file dsdata.pdf to determine how the superseded data were derived.
 QS0262
 QS0262_MARKER: DB = BENCH MARK DISK
 QS0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0262_STAMPING: J 71 1934
 QS0262_MARK LOGO: CGS
 QS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0262+STABILITY: SURFACE MOTION
 QS0262
 QS0262  HISTORY     - Date     Condition        Report By
 QS0262  HISTORY     - 1934     MONUMENTED       CGS
 QS0262  HISTORY     - 1940     GOOD             CGS
 QS0262
 QS0262                          STATION DESCRIPTION
 QS0262
 QS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0262'4.2 MI SE FROM TRAIL CITY.
 QS0262'ABOUT 4.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0262'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TRAIL CITY, DEWEY
 QS0262'COUNTY, ABOUT 6 POLES WEST OF MILEPOST 4, 37 FEET SOUTHEAST
 QS0262'OF A POLE, AT A ROAD CROSSING, 27.4 FEET NORTHWEST OF THE ROAD,
 QS0262'21 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT LOWER
 QS0262'THAN THE TRACK.  A STANDARD DISK, STAMPED J 71 1934 AND SET IN
 QS0262'THE TOP OF A CONCRETE POST.
 QS0262
 QS0262                          STATION RECOVERY (1940)
 QS0262
 QS0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 QS0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0388 ***********************************************************************
 PT0388  DESIGNATION -  J 72
 PT0388  PID         -  PT0388
 PT0388  STATE/COUNTY-  SD/ZIEBACH
 PT0388  COUNTRY     -  US
 PT0388  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0388
 PT0388                         *CURRENT SURVEY CONTROL
 PT0388  ______________________________________________________________________
 PT0388* NAD 83(1986) POSITION- 44 46 35.     (N) 101 16 43.     (W)   SCALED
 PT0388* NAVD 88 ORTHO HEIGHT -   605.312 (meters)     1985.93  (feet) ADJUSTED
 PT0388  ______________________________________________________________________
 PT0388  GEOID HEIGHT    -        -21.609 (meters)                     GEOID18
 PT0388  DYNAMIC HEIGHT  -        605.196 (meters)     1985.55  (feet) COMP
 PT0388  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 PT0388
 PT0388  VERT ORDER      -  FIRST     CLASS II
 PT0388
 PT0388.The horizontal coordinates were scaled from a map and have
 PT0388.an estimated accuracy of +/- 6 seconds.
 PT0388
 PT0388.The orthometric height was determined by differential leveling and
 PT0388.adjusted by the NATIONAL GEODETIC SURVEY
 PT0388.in June 1991.
 PT0388
 PT0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0388.GEOID18 height accuracy estimate available here.
 PT0388
 PT0388.Click photographs - Photos may exist for this station.
 PT0388
 PT0388.The dynamic height is computed by dividing the NAVD 88
 PT0388.geopotential number by the normal gravity value computed on the
 PT0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0388.degrees latitude (g = 980.6199 gals.).
 PT0388
 PT0388.The modeled gravity was interpolated from observed gravity values.
 PT0388
 PT0388;                    North         East    Units  Estimated Accuracy
 PT0388;SPC SD N     -   105,590.      498,800.      MT  (+/- 180 meters Scaled)
 PT0388
 PT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ197606(NAD 83)
 PT0388
 PT0388                          SUPERSEDED SURVEY CONTROL
 PT0388
 PT0388  NGVD 29 (??/??/92)  604.869  (m)         1984.47   (f) ADJ UNCH    1 2
 PT0388
 PT0388.Superseded values are not recommended for survey control.
 PT0388
 PT0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0388.See file dsdata.pdf to determine how the superseded data were derived.
 PT0388
 PT0388_MARKER: DB = BENCH MARK DISK
 PT0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0388_STAMPING: J 72 1934
 PT0388_MARK LOGO: CGS
 PT0388_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0388+STABILITY: SURFACE MOTION
 PT0388
 PT0388  HISTORY     - Date     Condition        Report By
 PT0388  HISTORY     - 1934     MONUMENTED       CGS
 PT0388  HISTORY     - 1985     GOOD             NGS
 PT0388
 PT0388                          STATION DESCRIPTION
 PT0388
 PT0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0388'2.1 MI W FROM EAGLE BUTTE.
 PT0388'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0388'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0388'15.2 MILES SOUTH ALONG STATE HIGHWAY 63, AT A LONG CURVE TO THE
 PT0388'EAST, 300 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ALONG
 PT0388'THE RIGHT-OF-WAY FENCE, 30 FEET EAST OF A FENCE CORNER LEVEL
 PT0388'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 PT0388
 PT0388                          STATION RECOVERY (1985)
 PT0388
 PT0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0388'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0388'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0388'EAGLE BUTTE, THENC 26.92 KM (16.73 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0388'THENCE 1.59 KM (0.99 MI) WEST ALONG A SECTION LINE GRAVEL ROAD,
 PT0388'0.12 KM (0.07 MI) WEST OF A Y JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 PT0388'11.3 METERS (37 FT) SOUTH OF THE CENTER OF THE ROAD, 8.2 METERS (27
 PT0388'FT) EAST OF A FENCE T JUNCTION, 1.8 METERS (6 FT) EAST OF THE EAST END
 PT0388'OF A WIRE GATE IN THE FENCE AND 0.5 METER (1.5 FT) NORTH OF THE FENCE.
 PT0388'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0388'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0431 ***********************************************************************
 PT0431  DESIGNATION -  J 73
 PT0431  PID         -  PT0431
 PT0431  STATE/COUNTY-  SD/STANLEY
 PT0431  COUNTRY     -  US
 PT0431  USGS QUAD   -  MAY RANCH (2017)
 PT0431
 PT0431                         *CURRENT SURVEY CONTROL
 PT0431  ______________________________________________________________________
 PT0431* NAD 83(1986) POSITION- 44 16 06.     (N) 101 07 39.     (W)   SCALED
 PT0431* NAVD 88 ORTHO HEIGHT -   628.224 (meters)     2061.10  (feet) ADJUSTED
 PT0431  ______________________________________________________________________
 PT0431  GEOID HEIGHT    -        -22.529 (meters)                     GEOID18
 PT0431  DYNAMIC HEIGHT  -        628.059 (meters)     2060.56  (feet) COMP
 PT0431  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 PT0431
 PT0431  VERT ORDER      -  FIRST     CLASS II
 PT0431
 PT0431.The horizontal coordinates were scaled from a map and have
 PT0431.an estimated accuracy of +/- 6 seconds.
 PT0431
 PT0431.The orthometric height was determined by differential leveling and
 PT0431.adjusted by the NATIONAL GEODETIC SURVEY
 PT0431.in June 1991.
 PT0431
 PT0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0431.GEOID18 height accuracy estimate available here.
 PT0431
 PT0431.Click photographs - Photos may exist for this station.
 PT0431
 PT0431.The dynamic height is computed by dividing the NAVD 88
 PT0431.geopotential number by the normal gravity value computed on the
 PT0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0431.degrees latitude (g = 980.6199 gals.).
 PT0431
 PT0431.The modeled gravity was interpolated from observed gravity values.
 PT0431
 PT0431;                    North         East    Units  Estimated Accuracy
 PT0431;SPC SD S     -   215,270.      536,590.      MT  (+/- 180 meters Scaled)
 PT0431
 PT0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ301038(NAD 83)
 PT0431
 PT0431                          SUPERSEDED SURVEY CONTROL
 PT0431
 PT0431  NGVD 29 (??/??/92)  627.819  (m)         2059.77   (f) ADJ UNCH    1 2
 PT0431
 PT0431.Superseded values are not recommended for survey control.
 PT0431
 PT0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0431.See file dsdata.pdf to determine how the superseded data were derived.
 PT0431
 PT0431_MARKER: DB = BENCH MARK DISK
 PT0431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0431_SP_SET: HEADWALL
 PT0431_STAMPING: J 73 1934
 PT0431_MARK LOGO: CGS
 PT0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0431+STABILITY: SURFACE MOTION
 PT0431
 PT0431  HISTORY     - Date     Condition        Report By
 PT0431  HISTORY     - 1934     MONUMENTED       CGS
 PT0431  HISTORY     - 1985     GOOD             NGS
 PT0431
 PT0431                          STATION DESCRIPTION
 PT0431
 PT0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0431'14.8 MI N FROM MIDLAND.
 PT0431'IN STANLEY COUNTY, ABOUT 14.8 MILES NORTH ALONG U.S. HIGHWAY
 PT0431'14 FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, ABOUT
 PT0431'400 FEET SOUTH OF A CROSS ROAD, AT A CULVERT, IN THE CENTER
 PT0431'OF THE WEST CONCRETE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 PT0431'A STANDARD DISK, STAMPED J 73 1934.
 PT0431
 PT0431                          STATION RECOVERY (1985)
 PT0431
 PT0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0431'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.28 KM
 PT0431'(14.47 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THEIR
 PT0431'JUNCTION AT MIDLAND, IN THE TOP CENTER OF THE WEST HEADWALL FOR A
 PT0431'DOUBLE CONCRETE PIPE CULVERT IN THE OLD ABANDON HIGHWAY BED, 0.24 KM
 PT0431'(0.15 MI) SOUTH OF MILEPOST 183, 41.8 METERS (137 FT) EAST OF THE
 PT0431'HIGHWAY CENTERLINE AND 4.0 METERS (13 FT) WEST OF THE CENTER OF THE
 PT0431'OLD HIGHWAY BED.
 PT0431'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY BED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0231 ***********************************************************************
 PT0231  DESIGNATION -  J 74
 PT0231  PID         -  PT0231
 PT0231  STATE/COUNTY-  SD/STANLEY
 PT0231  COUNTRY     -  US
 PT0231  USGS QUAD   -  OAHE DAM (2017)
 PT0231
 PT0231                         *CURRENT SURVEY CONTROL
 PT0231  ______________________________________________________________________
 PT0231* NAD 83(1986) POSITION- 44 24 02.02   (N) 100 28 18.14   (W)   HD_HELD1
 PT0231* NAVD 88 ORTHO HEIGHT -   529.632 (meters)     1737.63  (feet) ADJUSTED
 PT0231  ______________________________________________________________________
 PT0231  GEOID HEIGHT    -        -23.251 (meters)                     GEOID18
 PT0231  DYNAMIC HEIGHT  -        529.520 (meters)     1737.27  (feet) COMP
 PT0231  MODELED GRAVITY -    980,389.1   (mgal)                       NAVD 88
 PT0231
 PT0231  VERT ORDER      -  FIRST     CLASS II
 PT0231
 PT0231.The horizontal coordinates were determined by differentially corrected
 PT0231.hand held GPS observations or other comparable positioning techniques
 PT0231.and have an estimated accuracy of +/- 3 meters.
 PT0231
 PT0231.The orthometric height was determined by differential leveling and
 PT0231.adjusted by the NATIONAL GEODETIC SURVEY
 PT0231.in June 1991.
 PT0231
 PT0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0231.GEOID18 height accuracy estimate available here.
 PT0231
 PT0231.Click photographs - Photos may exist for this station.
 PT0231
 PT0231.The dynamic height is computed by dividing the NAVD 88
 PT0231.geopotential number by the normal gravity value computed on the
 PT0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0231.degrees latitude (g = 980.6199 gals.).
 PT0231
 PT0231.The modeled gravity was interpolated from observed gravity values.
 PT0231
 PT0231;                    North         East    Units  Estimated Accuracy
 PT0231;SPC SD S     -   229,671.1     588,976.6     MT  (+/- 3 meters HH1 GPS) 
 PT0231
 PT0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8280317417(NAD 83)
 PT0231
 PT0231                          SUPERSEDED SURVEY CONTROL
 PT0231
 PT0231  NGVD 29 (??/??/92)  529.244  (m)         1736.36   (f) ADJ UNCH    1 2
 PT0231
 PT0231.Superseded values are not recommended for survey control.
 PT0231
 PT0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0231.See file dsdata.pdf to determine how the superseded data were derived.
 PT0231
 PT0231_MARKER: DB = BENCH MARK DISK
 PT0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0231_SP_SET: CULVERT HEADWALL
 PT0231_STAMPING: J 74 1934
 PT0231_MARK LOGO: CGS
 PT0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0231+STABILITY: SURFACE MOTION
 PT0231
 PT0231  HISTORY     - Date     Condition        Report By
 PT0231  HISTORY     - 1934     MONUMENTED       CGS
 PT0231  HISTORY     - 1949     GOOD             CGS
 PT0231  HISTORY     - 1951     GOOD             CGS
 PT0231
 PT0231                          STATION DESCRIPTION
 PT0231
 PT0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0231'6.6 MI NW FROM FORT PIERRE.
 PT0231'6.55 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0231'COURTHOUSE AT FORT PIERRE, SET IN THE TOP OF THE LARGEST AND
 PT0231'MOST EASTERLY ONE OF TWO CONCRETE CULVERTS OVER A SMALL WASH,
 PT0231'15 FEET WEST OF THE EAST END OF THE SOUTH HEADWALL, 3.0 FEET
 PT0231'HIGHER THAN THE ROAD.
 PT0231
 PT0231                          STATION RECOVERY (1951)
 PT0231
 PT0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0405 ***********************************************************************
 PT0405  DESIGNATION -  J 75
 PT0405  PID         -  PT0405
 PT0405  STATE/COUNTY-  SD/HAAKON
 PT0405  COUNTRY     -  US
 PT0405  USGS QUAD   -  CARLIN FLAT (2017)
 PT0405
 PT0405                         *CURRENT SURVEY CONTROL
 PT0405  ______________________________________________________________________
 PT0405* NAD 83(1986) POSITION- 44 39 00.89   (N) 101 16 11.77   (W)   HD_HELD1
 PT0405* NAVD 88 ORTHO HEIGHT -   643.726 (meters)     2111.96  (feet) ADJUSTED
 PT0405  ______________________________________________________________________
 PT0405  GEOID HEIGHT    -        -21.782 (meters)                     GEOID18
 PT0405  DYNAMIC HEIGHT  -        643.590 (meters)     2111.51  (feet) COMP
 PT0405  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 PT0405
 PT0405  VERT ORDER      -  SECOND    CLASS 0
 PT0405
 PT0405.The horizontal coordinates were determined by differentially corrected
 PT0405.hand held GPS observations or other comparable positioning techniques
 PT0405.and have an estimated accuracy of +/- 3 meters.
 PT0405
 PT0405.The orthometric height was determined by differential leveling and
 PT0405.adjusted by the NATIONAL GEODETIC SURVEY
 PT0405.in June 1991.
 PT0405
 PT0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0405.GEOID18 height accuracy estimate available here.
 PT0405
 PT0405.Click photographs - Photos may exist for this station.
 PT0405
 PT0405.The dynamic height is computed by dividing the NAVD 88
 PT0405.geopotential number by the normal gravity value computed on the
 PT0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0405.degrees latitude (g = 980.6199 gals.).
 PT0405
 PT0405.The modeled gravity was interpolated from observed gravity values.
 PT0405
 PT0405;                    North         East    Units  Estimated Accuracy
 PT0405;SPC SD S     -   257,827.6     525,700.4     MT  (+/- 3 meters HH1 GPS) 
 PT0405
 PT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2000846604(NAD 83)
 PT0405
 PT0405                          SUPERSEDED SURVEY CONTROL
 PT0405
 PT0405  NGVD 29 (??/??/92)  643.266  (m)         2110.45   (f) ADJ UNCH    2 0
 PT0405
 PT0405.Superseded values are not recommended for survey control.
 PT0405
 PT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0405.See file dsdata.pdf to determine how the superseded data were derived.
 PT0405
 PT0405_MARKER: DB = BENCH MARK DISK
 PT0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0405_STAMPING: J 75 1934
 PT0405_MARK LOGO: CGS
 PT0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0405+STABILITY: SURFACE MOTION
 PT0405
 PT0405  HISTORY     - Date     Condition        Report By
 PT0405  HISTORY     - 1934     MONUMENTED       CGS
 PT0405
 PT0405                          STATION DESCRIPTION
 PT0405
 PT0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0405'14.9 MI NE FROM CHERRY CREEK.
 PT0405'14.9 MILES NORTHEAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE
 PT0405'AT CHERRY CREEK, HAAKON COUNTY, 4.7 MILES SOUTHWEST OF THE BRIDGE
 PT0405'ON STATE HIGHWAY 63 OVER THE CHEYENNE RIVER, 40 FEET SOUTHEAST OF
 PT0405'THE CENTERLINE OF THE ROAD, 17 FEET SOUTHEAST OF A RIGHT-OF-WAY
 PT0405'FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, LEVEL WITH THE ROAD AND
 PT0405'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0328 ***********************************************************************
 PT0328  DESIGNATION -  J 76
 PT0328  PID         -  PT0328
 PT0328  STATE/COUNTY-  SD/JONES
 PT0328  COUNTRY     -  US
 PT0328  USGS QUAD   -  CAPA (2017)
 PT0328
 PT0328                         *CURRENT SURVEY CONTROL
 PT0328  ______________________________________________________________________
 PT0328* NAD 83(1986) POSITION- 44 07 06.     (N) 100 56 44.     (W)   SCALED
 PT0328* NAVD 88 ORTHO HEIGHT -   536.226 (meters)     1759.27  (feet) ADJUSTED
 PT0328  ______________________________________________________________________
 PT0328  GEOID HEIGHT    -        -23.282 (meters)                     GEOID18
 PT0328  DYNAMIC HEIGHT  -        536.080 (meters)     1758.79  (feet) COMP
 PT0328  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 PT0328
 PT0328  VERT ORDER      -  SECOND    CLASS 0
 PT0328
 PT0328.The horizontal coordinates were scaled from a map and have
 PT0328.an estimated accuracy of +/- 6 seconds.
 PT0328
 PT0328.The orthometric height was determined by differential leveling and
 PT0328.adjusted by the NATIONAL GEODETIC SURVEY
 PT0328.in June 1991.
 PT0328
 PT0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0328.GEOID18 height accuracy estimate available here.
 PT0328
 PT0328.Click photographs - Photos may exist for this station.
 PT0328
 PT0328.The dynamic height is computed by dividing the NAVD 88
 PT0328.geopotential number by the normal gravity value computed on the
 PT0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0328.degrees latitude (g = 980.6199 gals.).
 PT0328
 PT0328.The modeled gravity was interpolated from observed gravity values.
 PT0328
 PT0328;                    North         East    Units  Estimated Accuracy
 PT0328;SPC SD S     -   198,480.      551,000.      MT  (+/- 180 meters Scaled)
 PT0328
 PT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP443868(NAD 83)
 PT0328
 PT0328                          SUPERSEDED SURVEY CONTROL
 PT0328
 PT0328  NGVD 29 (??/??/92)  535.794  (m)         1757.85   (f) ADJ UNCH    2 0
 PT0328
 PT0328.Superseded values are not recommended for survey control.
 PT0328
 PT0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0328.See file dsdata.pdf to determine how the superseded data were derived.
 PT0328
 PT0328_MARKER: DB = BENCH MARK DISK
 PT0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0328_STAMPING: J 76 1934
 PT0328_MARK LOGO: CGS
 PT0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0328+STABILITY: SURFACE MOTION
 PT0328
 PT0328  HISTORY     - Date     Condition        Report By
 PT0328  HISTORY     - 1934     MONUMENTED       CGS
 PT0328
 PT0328                          STATION DESCRIPTION
 PT0328
 PT0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0328'1.7 MI E FROM CAPA.
 PT0328'1.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0328'FROM THE STATION AT CAPA, JONES COUNTY, 8 POLES NORTHEAST OF
 PT0328'MILEPOST 522, AT A ROAD CROSSING, 50 FEET SOUTHEAST OF THE
 PT0328'CENTERLINE OF THE TRACK, 15 FEET NORTHEAST OF A FENCE CORNER,
 PT0328'1 FOOT NORTHWEST OF THE FENCE, AND ABOUT 2 FEET LOWER THAN THE
 PT0328'TRACK.  A STANDARD DISK, STAMPED J 76 1934 AND SET IN THE TOP
 PT0328'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0380 ***********************************************************************
 OR0380  DESIGNATION -  J 78 RESET
 OR0380  PID         -  OR0380
 OR0380  STATE/COUNTY-  SD/BRULE
 OR0380  COUNTRY     -  US
 OR0380  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0380
 OR0380                         *CURRENT SURVEY CONTROL
 OR0380  ______________________________________________________________________
 OR0380* NAD 83(1986) POSITION- 43 44 38.     (N) 098 57 37.     (W)   SCALED
 OR0380* NAVD 88 ORTHO HEIGHT -   545.479 (meters)     1789.63  (feet) ADJUSTED
 OR0380  ______________________________________________________________________
 OR0380  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 OR0380  DYNAMIC HEIGHT  -        545.327 (meters)     1789.13  (feet) COMP
 OR0380  MODELED GRAVITY -    980,323.6   (mgal)                       NAVD 88
 OR0380
 OR0380  VERT ORDER      -  FIRST     CLASS II
 OR0380
 OR0380.The horizontal coordinates were scaled from a map and have
 OR0380.an estimated accuracy of +/- 6 seconds.
 OR0380
 OR0380.The orthometric height was determined by differential leveling and
 OR0380.adjusted by the NATIONAL GEODETIC SURVEY
 OR0380.in September 1993.
 OR0380
 OR0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0380.GEOID18 height accuracy estimate available here.
 OR0380
 OR0380.Click photographs - Photos may exist for this station.
 OR0380
 OR0380.The dynamic height is computed by dividing the NAVD 88
 OR0380.geopotential number by the normal gravity value computed on the
 OR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0380.degrees latitude (g = 980.6199 gals.).
 OR0380
 OR0380.The modeled gravity was interpolated from observed gravity values.
 OR0380
 OR0380;                    North         East    Units  Estimated Accuracy
 OR0380;SPC SD S     -   157,620.      710,590.      MT  (+/- 180 meters Scaled)
 OR0380
 OR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP031434(NAD 83)
 OR0380
 OR0380                          SUPERSEDED SURVEY CONTROL
 OR0380
 OR0380.No superseded survey control is available for this station.
 OR0380
 OR0380_MARKER: DB = BENCH MARK DISK
 OR0380_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0380_SP_SET: SIDEWALK
 OR0380_STAMPING: J 78 RESET 1970
 OR0380_MARK LOGO: CGS
 OR0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0380+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2012
 OR0380
 OR0380  HISTORY     - Date     Condition        Report By
 OR0380  HISTORY     - 1970     MONUMENTED       NGS
 OR0380  HISTORY     - 19910621 GOOD             NGS
 OR0380  HISTORY     - 20120521 GOOD             INDIV
 OR0380
 OR0380                          STATION DESCRIPTION
 OR0380
 OR0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OR0380'AT KIMBALL.
 OR0380'AT ST. MARGARETS CHURCH, IN A CONCRETE SLAB ON THE SOUTH SIDE
 OR0380'OF THE CHURCH, NEAR THE SOUTHWEST CORNER, 3 FEET NORTH OF A DOOR
 OR0380'LEADING TO A BASEMENT STAIRWAY, 0.9 FOOT SOUTH OF AN OUTSIDE
 OR0380'CONCRETE STAIRS, 0.9 FOOT EAST OF BRICK WALL ENCASING STAIRWELL,
 OR0380'AND SET IN A DRILLED HOLE.  IT IS STAMPED J 78 RESET 1970.
 OR0380
 OR0380                          STATION RECOVERY (1991)
 OR0380
 OR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0380'IN KIMBALL, AT 400 ELM STREET, IN A CONCRETE SIDEWALK ALONG THE SOUTH
 OR0380'SIDE OF SAINT MARGARETS CHURCH, 44.8 M (147.0 FT) WEST OF THE CENTER
 OR0380'OF THE STREET, 7.1 M (23.3 FT) EAST OF THE SOUTHWEST CORNER OF THE
 OR0380'CHURCH AT 400 ELM STREET, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OR0380'STREET, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH END OF A SET OF STEPS
 OR0380'LEADING TO THE REAR ENTRANCE TO THE BUILDING.
 OR0380
 OR0380                          STATION RECOVERY (2012)
 OR0380
 OR0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0153 ***********************************************************************
 PS0153  DESIGNATION -  J 79
 PS0153  PID         -  PS0153
 PS0153  STATE/COUNTY-  SD/HAND
 PS0153  COUNTRY     -  US
 PS0153  USGS QUAD   -  VAYLAND SW (2017)
 PS0153
 PS0153                         *CURRENT SURVEY CONTROL
 PS0153  ______________________________________________________________________
 PS0153* NAD 83(1986) POSITION- 44 15 34.88   (N) 098 59 01.04   (W)   HD_HELD1
 PS0153* NAVD 88 ORTHO HEIGHT -   550.638 (meters)     1806.55  (feet) ADJUSTED
 PS0153  ______________________________________________________________________
 PS0153  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 PS0153  DYNAMIC HEIGHT  -        550.513 (meters)     1806.14  (feet) COMP
 PS0153  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 PS0153
 PS0153  VERT ORDER      -  SECOND    CLASS 0
 PS0153
 PS0153.The horizontal coordinates were determined by differentially corrected
 PS0153.hand held GPS observations or other comparable positioning techniques
 PS0153.and have an estimated accuracy of +/- 3 meters.
 PS0153
 PS0153.The orthometric height was determined by differential leveling and
 PS0153.adjusted by the NATIONAL GEODETIC SURVEY
 PS0153.in June 1991.
 PS0153
 PS0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0153.GEOID18 height accuracy estimate available here.
 PS0153
 PS0153.Click photographs - Photos may exist for this station.
 PS0153
 PS0153.The dynamic height is computed by dividing the NAVD 88
 PS0153.geopotential number by the normal gravity value computed on the
 PS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0153.degrees latitude (g = 980.6199 gals.).
 PS0153
 PS0153.The modeled gravity was interpolated from observed gravity values.
 PS0153
 PS0153;                    North         East    Units  Estimated Accuracy
 PS0153;SPC SD N     -    47,887.6     681,164.0     MT  (+/- 3 meters HH1 GPS) 
 PS0153
 PS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0130700716(NAD 83)
 PS0153
 PS0153                          SUPERSEDED SURVEY CONTROL
 PS0153
 PS0153  NGVD 29 (??/??/92)  550.271  (m)         1805.35   (f) ADJ UNCH    2 0
 PS0153
 PS0153.Superseded values are not recommended for survey control.
 PS0153
 PS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0153.See file dsdata.pdf to determine how the superseded data were derived.
 PS0153
 PS0153_MARKER: DB = BENCH MARK DISK
 PS0153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0153_SP_SET: BOX CULVERT HEADWALL
 PS0153_STAMPING: J 79 1934
 PS0153_MARK LOGO: CGS
 PS0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0153+STABILITY: SURFACE MOTION
 PS0153
 PS0153  HISTORY     - Date     Condition        Report By
 PS0153  HISTORY     - 1934     MONUMENTED       CGS
 PS0153  HISTORY     - 1952     GOOD             CGS
 PS0153
 PS0153                          STATION DESCRIPTION
 PS0153
 PS0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PS0153'15.9 MI N FROM GANN VALLEY.
 PS0153'IN HAND COUNTY, 15.9 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE
 PS0153'POST OFFICE AT GANN VALLEY, BUFFALO COUNTY, ABOUT 700 FEET
 PS0153'SOUTH OF A SCHOOLHOUSE AT A CROSSROADS, AT THE BOTTOM OF A
 PS0153'HILL, AT 6- BY 6-FOOT REINFORCED CONCRETE-BOX CULVERT LL E 10 2,
 PS0153'IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL, AND 2.5
 PS0153'FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0153'J 79 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0765 ***********************************************************************
 OR0765  DESIGNATION -  J 8
 OR0765  PID         -  OR0765
 OR0765  STATE/COUNTY-  SD/LYMAN
 OR0765  COUNTRY     -  US
 OR0765  USGS QUAD   -  KENNEBEC (2017)
 OR0765
 OR0765                         *CURRENT SURVEY CONTROL
 OR0765  ______________________________________________________________________
 OR0765* NAD 83(1986) POSITION- 43 53 26.     (N) 099 47 20.     (W)   SCALED
 OR0765* NAVD 88 ORTHO HEIGHT -   527.747 (meters)     1731.45  (feet) ADJUSTED
 OR0765  ______________________________________________________________________
 OR0765  GEOID HEIGHT    -        -25.350 (meters)                     GEOID18
 OR0765  DYNAMIC HEIGHT  -        527.594 (meters)     1730.95  (feet) COMP
 OR0765  MODELED GRAVITY -    980,312.5   (mgal)                       NAVD 88
 OR0765
 OR0765  VERT ORDER      -  FIRST     CLASS II
 OR0765
 OR0765.The horizontal coordinates were scaled from a map and have
 OR0765.an estimated accuracy of +/- 6 seconds.
 OR0765
 OR0765.The orthometric height was determined by differential leveling and
 OR0765.adjusted by the NATIONAL GEODETIC SURVEY
 OR0765.in June 1991.
 OR0765
 OR0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0765.GEOID18 height accuracy estimate available here.
 OR0765
 OR0765.Click photographs - Photos may exist for this station.
 OR0765
 OR0765.The dynamic height is computed by dividing the NAVD 88
 OR0765.geopotential number by the normal gravity value computed on the
 OR0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0765.degrees latitude (g = 980.6199 gals.).
 OR0765
 OR0765.The modeled gravity was interpolated from observed gravity values.
 OR0765
 OR0765;                    North         East    Units  Estimated Accuracy
 OR0765;SPC SD S     -   173,140.      643,740.      MT  (+/- 180 meters Scaled)
 OR0765
 OR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP366600(NAD 83)
 OR0765
 OR0765                          SUPERSEDED SURVEY CONTROL
 OR0765
 OR0765.No superseded survey control is available for this station.
 OR0765
 OR0765_MARKER: DB = BENCH MARK DISK
 OR0765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0765_SP_SET: CULVERT WINGWALL
 OR0765_STAMPING: J 8 1925
 OR0765_MARK LOGO: CGS
 OR0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0765+STABILITY: SURFACE MOTION
 OR0765
 OR0765  HISTORY     - Date     Condition        Report By
 OR0765  HISTORY     - 1925     MONUMENTED       CGS
 OR0765  HISTORY     - 1925     GOOD             CGS
 OR0765  HISTORY     - 1941     GOOD             CGS
 OR0765
 OR0765                          STATION DESCRIPTION
 OR0765
 OR0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0765'2.5 MI W FROM LYMAN.
 OR0765'THE BENCH MARK IS LOCATED IN THE NORTHERN PARAPET WALL OVER NW
 OR0765'WING WALL OF CONCRETE CULVERT ON U.S. HWY. 16.  THE BRIDGE IS
 OR0765'ABOUT 150 FT S OF CM AND ST PRR AND ABOUT 350 YDS W OF RR
 OR0765'CROSSING.
 OR0765
 OR0765                          STATION RECOVERY (1941)
 OR0765
 OR0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0052 ***********************************************************************
 PU0052  DESIGNATION -  J 8 B 1
 PU0052  PID         -  PU0052
 PU0052  STATE/COUNTY-  SD/MEADE
 PU0052  COUNTRY     -  US
 PU0052  USGS QUAD   -  OPAL EAST SE (2017)
 PU0052
 PU0052                         *CURRENT SURVEY CONTROL
 PU0052  ______________________________________________________________________
 PU0052* NAD 83(1986) POSITION- 44 49 11.     (N) 102 20 49.     (W)   SCALED
 PU0052* NAVD 88 ORTHO HEIGHT -   775.126 (meters)     2543.06  (feet) ADJUSTED
 PU0052  ______________________________________________________________________
 PU0052  GEOID HEIGHT    -        -18.876 (meters)                     GEOID18
 PU0052  DYNAMIC HEIGHT  -        774.951 (meters)     2542.49  (feet) COMP
 PU0052  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 PU0052
 PU0052  VERT ORDER      -  SECOND    CLASS 0
 PU0052
 PU0052.The horizontal coordinates were scaled from a map and have
 PU0052.an estimated accuracy of +/- 6 seconds.
 PU0052
 PU0052.The orthometric height was determined by differential leveling and
 PU0052.adjusted by the NATIONAL GEODETIC SURVEY
 PU0052.in June 1991.
 PU0052
 PU0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0052.GEOID18 height accuracy estimate available here.
 PU0052
 PU0052.Click photographs - Photos may exist for this station.
 PU0052
 PU0052.The dynamic height is computed by dividing the NAVD 88
 PU0052.geopotential number by the normal gravity value computed on the
 PU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0052.degrees latitude (g = 980.6199 gals.).
 PU0052
 PU0052.The modeled gravity was interpolated from observed gravity values.
 PU0052
 PU0052;                    North         East    Units  Estimated Accuracy
 PU0052;SPC SD N     -   112,300.      414,410.      MT  (+/- 180 meters Scaled)
 PU0052
 PU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK097663(NAD 83)
 PU0052
 PU0052                          SUPERSEDED SURVEY CONTROL
 PU0052
 PU0052  NGVD 29 (??/??/92)  774.67   (m)         2541.6    (f) COMPUTED    2 0
 PU0052
 PU0052.Superseded values are not recommended for survey control.
 PU0052
 PU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0052.See file dsdata.pdf to determine how the superseded data were derived.
 PU0052
 PU0052_MARKER: Z = SEE DESCRIPTION
 PU0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0052_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0052+STABILITY: SURFACE MOTION
 PU0052
 PU0052  HISTORY     - Date     Condition        Report By
 PU0052  HISTORY     - UNK      MONUMENTED       USAF
 PU0052  HISTORY     - 1963     GOOD             CGS
 PU0052
 PU0052                          STATION DESCRIPTION
 PU0052
 PU0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0052'12 MI SE FROM OPAL.
 PU0052'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0052'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0052'THENCE 5.25 MILES EAST ALONG A GRAVELED ROAD, 41 FEET SOUTH OF
 PU0052'THE CENTER LINE OF THE ROAD, AND THE TOP SURFACE OVER THE CENTER
 PU0052'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 PU0052'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0054 ***********************************************************************
 PU0054  DESIGNATION -  J 8 B 2
 PU0054  PID         -  PU0054
 PU0054  STATE/COUNTY-  SD/MEADE
 PU0054  COUNTRY     -  US
 PU0054  USGS QUAD   -  OPAL EAST SE (2017)
 PU0054
 PU0054                         *CURRENT SURVEY CONTROL
 PU0054  ______________________________________________________________________
 PU0054* NAD 83(1986) POSITION- 44 49 17.     (N) 102 20 34.     (W)   SCALED
 PU0054* NAVD 88 ORTHO HEIGHT -   775.764 (meters)     2545.15  (feet) ADJUSTED
 PU0054  ______________________________________________________________________
 PU0054  GEOID HEIGHT    -        -18.887 (meters)                     GEOID18
 PU0054  DYNAMIC HEIGHT  -        775.590 (meters)     2544.58  (feet) COMP
 PU0054  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 PU0054
 PU0054  VERT ORDER      -  SECOND    CLASS 0
 PU0054
 PU0054.The horizontal coordinates were scaled from a map and have
 PU0054.an estimated accuracy of +/- 6 seconds.
 PU0054
 PU0054.The orthometric height was determined by differential leveling and
 PU0054.adjusted by the NATIONAL GEODETIC SURVEY
 PU0054.in June 1991.
 PU0054
 PU0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0054.GEOID18 height accuracy estimate available here.
 PU0054
 PU0054.Click photographs - Photos may exist for this station.
 PU0054
 PU0054.The dynamic height is computed by dividing the NAVD 88
 PU0054.geopotential number by the normal gravity value computed on the
 PU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0054.degrees latitude (g = 980.6199 gals.).
 PU0054
 PU0054.The modeled gravity was interpolated from observed gravity values.
 PU0054
 PU0054;                    North         East    Units  Estimated Accuracy
 PU0054;SPC SD N     -   112,480.      414,740.      MT  (+/- 180 meters Scaled)
 PU0054
 PU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK100665(NAD 83)
 PU0054
 PU0054                          SUPERSEDED SURVEY CONTROL
 PU0054
 PU0054  NGVD 29 (??/??/92)  775.30   (m)         2543.6    (f) COMPUTED    2 0
 PU0054
 PU0054.Superseded values are not recommended for survey control.
 PU0054
 PU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0054.See file dsdata.pdf to determine how the superseded data were derived.
 PU0054
 PU0054_MARKER: Z = SEE DESCRIPTION
 PU0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0054_STAMPING: J8 B 2
 PU0054_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0054+STABILITY: SURFACE MOTION
 PU0054
 PU0054  HISTORY     - Date     Condition        Report By
 PU0054  HISTORY     - UNK      MONUMENTED       USAF
 PU0054  HISTORY     - 1963     GOOD             CGS
 PU0054
 PU0054                          STATION DESCRIPTION
 PU0054
 PU0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0054'12.4 MI SE FROM OPAL.
 PU0054'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0054'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD,
 PU0054'THENCE 5.45 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH
 PU0054'ACROSS COUNTRY, ON TOP OF A SMALL KNOLL, IN SECTION 13, T10N,
 PU0054'R15E, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 PU0054'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU0054'CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0766 ***********************************************************************
 OR0766  DESIGNATION -  J 8 RESET
 OR0766  PID         -  OR0766
 OR0766  STATE/COUNTY-  SD/LYMAN
 OR0766  COUNTRY     -  US
 OR0766  USGS QUAD   -  KENNEBEC (2017)
 OR0766
 OR0766                         *CURRENT SURVEY CONTROL
 OR0766  ______________________________________________________________________
 OR0766* NAD 83(1986) POSITION- 43 53 26.     (N) 099 47 20.     (W)   SCALED
 OR0766* NAVD 88 ORTHO HEIGHT -   527.58  (+/-2cm)     1730.9   (feet) VERTCON3
 OR0766  ______________________________________________________________________
 OR0766  GEOID HEIGHT    -        -25.350 (meters)                     GEOID18
 OR0766  VERT ORDER      -  THIRD (See Below)
 OR0766
 OR0766.The horizontal coordinates were scaled from a map and have
 OR0766.an estimated accuracy of +/- 6 seconds.
 OR0766
 OR0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0766
 OR0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0766.GEOID18 height accuracy estimate available here.
 OR0766
 OR0766.The vertical order pertains to the NGVD 29 superseded value.
 OR0766
 OR0766.Click photographs - Photos may exist for this station.
 OR0766
 OR0766;                    North         East    Units  Estimated Accuracy
 OR0766;SPC SD S     -   173,140.      643,740.      MT  (+/- 180 meters Scaled)
 OR0766
 OR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP366600(NAD 83)
 OR0766
 OR0766                          SUPERSEDED SURVEY CONTROL
 OR0766
 OR0766  NGVD 29 (??/??/??)  527.20   (m)         1729.7    (f) RESET       3  
 OR0766
 OR0766.Superseded values are not recommended for survey control.
 OR0766
 OR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0766.See file dsdata.pdf to determine how the superseded data were derived.
 OR0766
 OR0766_MARKER: DB = BENCH MARK DISK
 OR0766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0766_SP_SET: BOX CULVERT
 OR0766_STAMPING: J 8 RESET 1936
 OR0766_MARK LOGO: CGS
 OR0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0766+STABILITY: SURFACE MOTION
 OR0766
 OR0766  HISTORY     - Date     Condition        Report By
 OR0766  HISTORY     - 1936     MONUMENTED       SDHD
 OR0766
 OR0766                          STATION DESCRIPTION
 OR0766
 OR0766'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1936
 OR0766'2.5 MI NW FROM LYMAN.
 OR0766'ABOUT 2.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OR0766'PAUL AND PACIFIC RAILROAD FROM LYMAN, LYMAN COUNTY, ABOUT 0.2
 OR0766'MILE WEST OF A ROAD CROSSING, ABOUT 250 FEET SOUTH OF THE TRACK,
 OR0766'AT A 6- BY 6-FOOT CONCRETE-BOX CULVERT UNDER U.S. HIGHWAY 16,
 OR0766'AND IN THE NORTHWEST CORNER OF THE NORTH HEAD WALL.  A STANDARD
 OR0766'DISK, STAMPED J 8 RESET 1936.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0278 ***********************************************************************
 PS0278  DESIGNATION -  J 80
 PS0278  PID         -  PS0278
 PS0278  STATE/COUNTY-  SD/HAND
 PS0278  COUNTRY     -  US
 PS0278  USGS QUAD   -  ROCKHAM SW (2017)
 PS0278
 PS0278                         *CURRENT SURVEY CONTROL
 PS0278  ______________________________________________________________________
 PS0278* NAD 83(1986) POSITION- 44 52 00.     (N) 098 59 17.     (W)   SCALED
 PS0278* NAVD 88 ORTHO HEIGHT -   445.810 (meters)     1462.63  (feet) ADJUSTED
 PS0278  ______________________________________________________________________
 PS0278  GEOID HEIGHT    -        -24.052 (meters)                     GEOID18
 PS0278  DYNAMIC HEIGHT  -        445.748 (meters)     1462.42  (feet) COMP
 PS0278  MODELED GRAVITY -    980,464.2   (mgal)                       NAVD 88
 PS0278
 PS0278  VERT ORDER      -  SECOND    CLASS 0
 PS0278
 PS0278.The horizontal coordinates were scaled from a map and have
 PS0278.an estimated accuracy of +/- 6 seconds.
 PS0278
 PS0278.The orthometric height was determined by differential leveling and
 PS0278.adjusted by the NATIONAL GEODETIC SURVEY
 PS0278.in June 1991.
 PS0278
 PS0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0278.GEOID18 height accuracy estimate available here.
 PS0278
 PS0278.Click photographs - Photos may exist for this station.
 PS0278
 PS0278.The dynamic height is computed by dividing the NAVD 88
 PS0278.geopotential number by the normal gravity value computed on the
 PS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0278.degrees latitude (g = 980.6199 gals.).
 PS0278
 PS0278.The modeled gravity was interpolated from observed gravity values.
 PS0278
 PS0278;                    North         East    Units  Estimated Accuracy
 PS0278;SPC SD N     -   115,330.      679,970.      MT  (+/- 180 meters Scaled)
 PS0278
 PS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009681(NAD 83)
 PS0278
 PS0278                          SUPERSEDED SURVEY CONTROL
 PS0278
 PS0278  NGVD 29 (??/??/92)  445.485  (m)         1461.56   (f) ADJ UNCH    2 0
 PS0278
 PS0278.Superseded values are not recommended for survey control.
 PS0278
 PS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0278.See file dsdata.pdf to determine how the superseded data were derived.
 PS0278
 PS0278_MARKER: DB = BENCH MARK DISK
 PS0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0278_SP_SET: BRIDGE
 PS0278_STAMPING: J 80 1934
 PS0278_MARK LOGO: CGS
 PS0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0278
 PS0278  HISTORY     - Date     Condition        Report By
 PS0278  HISTORY     - 1934     MONUMENTED       CGS
 PS0278  HISTORY     - 19960710 MARK NOT FOUND   NGS
 PS0278
 PS0278                          STATION DESCRIPTION
 PS0278
 PS0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0278'24 MI N FROM MILLER.
 PS0278'ALONG STATE HIGHWAY 45.  AT 25 FOOT CONCRETE BRIDGE CE-15-1,
 PS0278'128 SOUTH OF SECTION AT SCHOOL HOUSE.  SET IN THE SOUTH END OF
 PS0278'EAST GUARDRAIL, 2 FEET ABOVE LEVEL OF ROAD.
 PS0278
 PS0278                          STATION RECOVERY (1996)
 PS0278
 PS0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0278'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0279 ***********************************************************************
 PS0279  DESIGNATION -  J 80 RESET
 PS0279  PID         -  PS0279
 PS0279  STATE/COUNTY-  SD/HAND
 PS0279  COUNTRY     -  US
 PS0279  USGS QUAD   -  ROCKHAM SW (2017)
 PS0279
 PS0279                         *CURRENT SURVEY CONTROL
 PS0279  ______________________________________________________________________
 PS0279* NAD 83(1986) POSITION- 44 51 59.     (N) 098 59 18.     (W)   SCALED
 PS0279* NAVD 88 ORTHO HEIGHT -   445.219 (meters)     1460.69  (feet) ADJUSTED
 PS0279  ______________________________________________________________________
 PS0279  GEOID HEIGHT    -        -24.052 (meters)                     GEOID18
 PS0279  DYNAMIC HEIGHT  -        445.157 (meters)     1460.49  (feet) COMP
 PS0279  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 PS0279
 PS0279  VERT ORDER      -  FIRST     CLASS II
 PS0279
 PS0279.The horizontal coordinates were scaled from a map and have
 PS0279.an estimated accuracy of +/- 6 seconds.
 PS0279
 PS0279.The orthometric height was determined by differential leveling and
 PS0279.adjusted by the NATIONAL GEODETIC SURVEY
 PS0279.in July 1998.
 PS0279
 PS0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0279.GEOID18 height accuracy estimate available here.
 PS0279
 PS0279.Click photographs - Photos may exist for this station.
 PS0279
 PS0279.The dynamic height is computed by dividing the NAVD 88
 PS0279.geopotential number by the normal gravity value computed on the
 PS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0279.degrees latitude (g = 980.6199 gals.).
 PS0279
 PS0279.The modeled gravity was interpolated from observed gravity values.
 PS0279
 PS0279;                    North         East    Units  Estimated Accuracy
 PS0279;SPC SD N     -   115,300.      679,950.      MT  (+/- 180 meters Scaled)
 PS0279
 PS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009681(NAD 83)
 PS0279
 PS0279                          SUPERSEDED SURVEY CONTROL
 PS0279
 PS0279  NGVD 29 (??/??/??)  444.88   (m)         1459.6    (f) RESET       3  
 PS0279
 PS0279.Superseded values are not recommended for survey control.
 PS0279
 PS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0279.See file dsdata.pdf to determine how the superseded data were derived.
 PS0279
 PS0279_MARKER: DB = BENCH MARK DISK
 PS0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0279_STAMPING: J 80 RESET 1947
 PS0279_MARK LOGO: CGS
 PS0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0279+STABILITY: SURFACE MOTION
 PS0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0279+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0279
 PS0279  HISTORY     - Date     Condition        Report By
 PS0279  HISTORY     - 1947     MONUMENTED       CGS
 PS0279  HISTORY     - 19960710 GOOD             NGS
 PS0279
 PS0279                          STATION DESCRIPTION
 PS0279
 PS0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 PS0279'24.0 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0279'AT MILLER, HAND COUNTY, 2 MILES SOUTH OF THE JUNCTION OF U.S.
 PS0279'HIGHWAY 212, AT SURVEY STATION 111+00, AND 48 FEET WEST OF THE
 PS0279'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 80 RESET
 PS0279'1947 AND SET IN THE TOP OF A CONCRETE POST.
 PS0279
 PS0279                          STATION RECOVERY (1996)
 PS0279
 PS0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0279'38.7 KM (24.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0279'OFFICE IN MILLER, 660.0 M (2165.3 FT) SOUTH OF MILEPOST 136, 16.4 M
 PS0279'(53.8 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 14.9 M (48.9 FT)
 PS0279'WEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 PS0279'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, 0.1 M (0.3 FT) SOUTH
 PS0279'OF A METAL GUARD POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 PS0279'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0207 ***********************************************************************
 PS0207  DESIGNATION -  J 81
 PS0207  PID         -  PS0207
 PS0207  STATE/COUNTY-  SD/JERAULD
 PS0207  COUNTRY     -  US
 PS0207  USGS QUAD   -  WESSINGTON SPRINGS (2017)
 PS0207
 PS0207                         *CURRENT SURVEY CONTROL
 PS0207  ______________________________________________________________________
 PS0207* NAD 83(1986) POSITION- 44 04 55.     (N) 098 34 14.     (W)   SCALED
 PS0207* NAVD 88 ORTHO HEIGHT -   502.436 (meters)     1648.41  (feet) ADJUSTED
 PS0207  ______________________________________________________________________
 PS0207  GEOID HEIGHT    -        -25.275 (meters)                     GEOID18
 PS0207  DYNAMIC HEIGHT  -        502.323 (meters)     1648.04  (feet) COMP
 PS0207  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 PS0207
 PS0207  VERT ORDER      -  SECOND    CLASS 0
 PS0207
 PS0207.The horizontal coordinates were scaled from a map and have
 PS0207.an estimated accuracy of +/- 6 seconds.
 PS0207
 PS0207.The orthometric height was determined by differential leveling and
 PS0207.adjusted by the NATIONAL GEODETIC SURVEY
 PS0207.in June 1991.
 PS0207
 PS0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0207.GEOID18 height accuracy estimate available here.
 PS0207
 PS0207.Click photographs - Photos may exist for this station.
 PS0207
 PS0207.The dynamic height is computed by dividing the NAVD 88
 PS0207.geopotential number by the normal gravity value computed on the
 PS0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0207.degrees latitude (g = 980.6199 gals.).
 PS0207
 PS0207.The modeled gravity was interpolated from observed gravity values.
 PS0207
 PS0207;                    North         East    Units  Estimated Accuracy
 PS0207;SPC SD S     -   195,760.      741,170.      MT  (+/- 180 meters Scaled)
 PS0207
 PS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP343810(NAD 83)
 PS0207
 PS0207                          SUPERSEDED SURVEY CONTROL
 PS0207
 PS0207  NGVD 29 (??/??/92)  502.087  (m)         1647.26   (f) ADJ UNCH    2 0
 PS0207
 PS0207.Superseded values are not recommended for survey control.
 PS0207
 PS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0207.See file dsdata.pdf to determine how the superseded data were derived.
 PS0207
 PS0207_MARKER: DB = BENCH MARK DISK
 PS0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0207_SP_SET: BUILDING WALL
 PS0207_STAMPING: J 81 1934
 PS0207_MARK LOGO: CGS
 PS0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0207
 PS0207  HISTORY     - Date     Condition        Report By
 PS0207  HISTORY     - 1934     MONUMENTED       CGS
 PS0207  HISTORY     - 1954     GOOD             CGS
 PS0207
 PS0207                          STATION DESCRIPTION
 PS0207
 PS0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PS0207'AT WESSINGTON SPRINGS.
 PS0207'AT WESSINGTON SPRINGS, JERAULD COUNTY, AT THE HIGH SCHOOL, AT
 PS0207'THE NORTHWEST CORNER OF THE BUILDING, IN THE BRICK WALL, 60 FEET
 PS0207'NORTH OF THE WEST ENTRANCE, AND ABOUT 4 FEET ABOVE THE GROUND.
 PS0207'A STANDARD DISK, STAMPED J 81 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0586 ***********************************************************************
 PR0586  DESIGNATION -  J 82 RESET
 PR0586  PID         -  PR0586
 PR0586  STATE/COUNTY-  SD/SANBORN
 PR0586  COUNTRY     -  US
 PR0586  USGS QUAD   -  ARTESIAN (2017)
 PR0586
 PR0586                         *CURRENT SURVEY CONTROL
 PR0586  ______________________________________________________________________
 PR0586* NAD 83(1986) POSITION- 44 00 34.     (N) 097 53 06.     (W)   SCALED
 PR0586* NAVD 88 ORTHO HEIGHT -   399.27  (meters)     1309.9   (feet) RESET
 PR0586  ______________________________________________________________________
 PR0586  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 PR0586  VERT ORDER      -  THIRD
 PR0586
 PR0586.The horizontal coordinates were scaled from a map and have
 PR0586.an estimated accuracy of +/- 6 seconds.
 PR0586
 PR0586.The orthometric height was computed from unverified reset data.
 PR0586
 PR0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0586.GEOID18 height accuracy estimate available here.
 PR0586
 PR0586.Click photographs - Photos may exist for this station.
 PR0586
 PR0586;                    North         East    Units  Estimated Accuracy
 PR0586;SPC SD S     -   189,100.      796,300.      MT  (+/- 180 meters Scaled)
 PR0586
 PR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP893735(NAD 83)
 PR0586
 PR0586                          SUPERSEDED SURVEY CONTROL
 PR0586
 PR0586.No superseded survey control is available for this station.
 PR0586
 PR0586_MARKER: DB = BENCH MARK DISK
 PR0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0586_STAMPING: J 82 RESET 1940
 PR0586_MARK LOGO: CGS
 PR0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0586+STABILITY: SURFACE MOTION
 PR0586
 PR0586  HISTORY     - Date     Condition        Report By
 PR0586  HISTORY     - 1940     MONUMENTED       SDHD
 PR0586  HISTORY     - 1941     GOOD             CGS
 PR0586  HISTORY     - 1954     GOOD             CGS
 PR0586
 PR0586                          STATION DESCRIPTION
 PR0586
 PR0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PR0586'1.8 MI E FROM ARTESIAN.
 PR0586'1.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0586'PACIFIC RAILROAD FROM THE STATION AT ARTESIAN, SANBORN COUNTY,
 PR0586'ABOUT 2 POLES WEST OF MILEPOST 373, ABOUT 6 POLES EAST OF A
 PR0586'ROAD CROSSING, AND 78 FEET NORTH OF THE CENTER LINE OF STATE
 PR0586'HIGHWAY 34.  A STANDARD DISK, STAMPED J 82 RESET 1940 AND SET IN
 PR0586'THE TOP OF A CONCRETE POST.
 PR0586
 PR0586                          STATION RECOVERY (1954)
 PR0586
 PR0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PR0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0541 ***********************************************************************
 PR0541  DESIGNATION -  J 83
 PR0541  PID         -  PR0541
 PR0541  STATE/COUNTY-  SD/KINGSBURY
 PR0541  COUNTRY     -  US
 PR0541  USGS QUAD   -  IROQUOIS (2017)
 PR0541
 PR0541                         *CURRENT SURVEY CONTROL
 PR0541  ______________________________________________________________________
 PR0541* NAD 83(1986) POSITION- 44 17 22.     (N) 097 47 15.     (W)   SCALED
 PR0541* NAVD 88 ORTHO HEIGHT -   437.163 (meters)     1434.26  (feet) ADJUSTED
 PR0541  ______________________________________________________________________
 PR0541  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 PR0541  DYNAMIC HEIGHT  -        437.081 (meters)     1433.99  (feet) COMP
 PR0541  MODELED GRAVITY -    980,417.2   (mgal)                       NAVD 88
 PR0541
 PR0541  VERT ORDER      -  SECOND    CLASS 0
 PR0541
 PR0541.The horizontal coordinates were scaled from a map and have
 PR0541.an estimated accuracy of +/- 6 seconds.
 PR0541
 PR0541.The orthometric height was determined by differential leveling and
 PR0541.adjusted by the NATIONAL GEODETIC SURVEY
 PR0541.in June 1991.
 PR0541
 PR0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0541.GEOID18 height accuracy estimate available here.
 PR0541
 PR0541.Click photographs - Photos may exist for this station.
 PR0541
 PR0541.The dynamic height is computed by dividing the NAVD 88
 PR0541.geopotential number by the normal gravity value computed on the
 PR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0541.degrees latitude (g = 980.6199 gals.).
 PR0541
 PR0541.The modeled gravity was interpolated from observed gravity values.
 PR0541
 PR0541;                    North         East    Units  Estimated Accuracy
 PR0541;SPC SD N     -    53,100.      776,570.      MT  (+/- 180 meters Scaled)
 PR0541
 PR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ967047(NAD 83)
 PR0541
 PR0541                          SUPERSEDED SURVEY CONTROL
 PR0541
 PR0541  NGVD 29 (??/??/92)  436.889  (m)         1433.36   (f) ADJ UNCH    2 0
 PR0541
 PR0541.Superseded values are not recommended for survey control.
 PR0541
 PR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0541.See file dsdata.pdf to determine how the superseded data were derived.
 PR0541
 PR0541_MARKER: DB = BENCH MARK DISK
 PR0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0541_STAMPING: J 83 1934
 PR0541_MARK LOGO: CGS
 PR0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0541+STABILITY: SURFACE MOTION
 PR0541
 PR0541  HISTORY     - Date     Condition        Report By
 PR0541  HISTORY     - 1934     MONUMENTED       CGS
 PR0541  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0541
 PR0541                          STATION DESCRIPTION
 PR0541
 PR0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0541'2.2 MI NW FROM ESMOND.
 PR0541'2.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0541'FROM THE CITY WATER TOWER AT ESMOND, KINGSBURY COUNTY, ABOUT
 PR0541'13 POLES SOUTH OF MILEPOST 120, 70 FEET NORTH OF THE CENTER OF
 PR0541'A PRIVATE-ROAD CROSSING, 48 FEET WEST OF THE CENTER LINE OF THE
 PR0541'TRACK, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET
 PR0541'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 83 1934 AND
 PR0541'SET IN THE TOP OF A CONCRETE POST.
 PR0541
 PR0541                          STATION RECOVERY (1971)
 PR0541
 PR0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0219 ***********************************************************************
 QQ0219  DESIGNATION -  J 85
 QQ0219  PID         -  QQ0219
 QQ0219  STATE/COUNTY-  SD/CODINGTON
 QQ0219  COUNTRY     -  US
 QQ0219  USGS QUAD   -  WALLACE (2017)
 QQ0219
 QQ0219                         *CURRENT SURVEY CONTROL
 QQ0219  ______________________________________________________________________
 QQ0219* NAD 83(1986) POSITION- 45 05 12.     (N) 097 27 04.     (W)   SCALED
 QQ0219* NAVD 88 ORTHO HEIGHT -   534.638 (meters)     1754.06  (feet) ADJUSTED
 QQ0219  ______________________________________________________________________
 QQ0219  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 QQ0219  DYNAMIC HEIGHT  -        534.565 (meters)     1753.82  (feet) COMP
 QQ0219  MODELED GRAVITY -    980,462.9   (mgal)                       NAVD 88
 QQ0219
 QQ0219  VERT ORDER      -  SECOND    CLASS 0
 QQ0219
 QQ0219.The horizontal coordinates were scaled from a map and have
 QQ0219.an estimated accuracy of +/- 6 seconds.
 QQ0219
 QQ0219.The orthometric height was determined by differential leveling and
 QQ0219.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0219.in June 1991.
 QQ0219
 QQ0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0219.GEOID18 height accuracy estimate available here.
 QQ0219
 QQ0219.Click photographs - Photos may exist for this station.
 QQ0219
 QQ0219.The dynamic height is computed by dividing the NAVD 88
 QQ0219.geopotential number by the normal gravity value computed on the
 QQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0219.degrees latitude (g = 980.6199 gals.).
 QQ0219
 QQ0219.The modeled gravity was interpolated from observed gravity values.
 QQ0219
 QQ0219;                    North         East    Units  Estimated Accuracy
 QQ0219;SPC SD N     -   142,430.      800,620.      MT  (+/- 180 meters Scaled)
 QQ0219
 QQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ218937(NAD 83)
 QQ0219
 QQ0219                          SUPERSEDED SURVEY CONTROL
 QQ0219
 QQ0219  NGVD 29 (??/??/92)  534.328  (m)         1753.04   (f) ADJ UNCH    2 0
 QQ0219
 QQ0219.Superseded values are not recommended for survey control.
 QQ0219
 QQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0219.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0219
 QQ0219_MARKER: DB = BENCH MARK DISK
 QQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0219_STAMPING: J 85 1934
 QQ0219_MARK LOGO: CGS
 QQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0219+STABILITY: SURFACE MOTION
 QQ0219
 QQ0219  HISTORY     - Date     Condition        Report By
 QQ0219  HISTORY     - 1934     MONUMENTED       CGS
 QQ0219
 QQ0219                          STATION DESCRIPTION
 QQ0219
 QQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0219'1.4 MI E FROM WALLACE.
 QQ0219'1.4 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0219'FROM THE STATION AT WALLACE, CODINGTON COUNTY, ABOUT 12 POLES
 QQ0219'EAST OF MILEPOST 257, ABOUT 350 FEET EAST OF A PUBLIC-ROAD
 QQ0219'CROSSING, 44 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 6 FEET
 QQ0219'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN
 QQ0219'THE TRACK.  A STANDARD DISK, STAMPED J 85 1934 AND SET IN THE
 QQ0219'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0097 ***********************************************************************
 QR0097  DESIGNATION -  J 86
 QR0097  PID         -  QR0097
 QR0097  STATE/COUNTY-  SD/SPINK
 QR0097  COUNTRY     -  US
 QR0097  USGS QUAD   -  RANDOLPH (2017)
 QR0097
 QR0097                         *CURRENT SURVEY CONTROL
 QR0097  ______________________________________________________________________
 QR0097* NAD 83(1986) POSITION- 45 09 38.     (N) 098 11 08.     (W)   SCALED
 QR0097* NAVD 88 ORTHO HEIGHT -   395.935 (meters)     1299.00  (feet) ADJUSTED
 QR0097  ______________________________________________________________________
 QR0097  GEOID HEIGHT    -        -24.577 (meters)                     GEOID18
 QR0097  DYNAMIC HEIGHT  -        395.898 (meters)     1298.88  (feet) COMP
 QR0097  MODELED GRAVITY -    980,510.9   (mgal)                       NAVD 88
 QR0097
 QR0097  VERT ORDER      -  SECOND    CLASS 0
 QR0097
 QR0097.The horizontal coordinates were scaled from a map and have
 QR0097.an estimated accuracy of +/- 6 seconds.
 QR0097
 QR0097.The orthometric height was determined by differential leveling and
 QR0097.adjusted by the NATIONAL GEODETIC SURVEY
 QR0097.in June 1991.
 QR0097
 QR0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0097.GEOID18 height accuracy estimate available here.
 QR0097
 QR0097.Click photographs - Photos may exist for this station.
 QR0097
 QR0097.The dynamic height is computed by dividing the NAVD 88
 QR0097.geopotential number by the normal gravity value computed on the
 QR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0097.degrees latitude (g = 980.6199 gals.).
 QR0097
 QR0097.The modeled gravity was interpolated from observed gravity values.
 QR0097
 QR0097;                    North         East    Units  Estimated Accuracy
 QR0097;SPC SD N     -   149,080.      742,640.      MT  (+/- 180 meters Scaled)
 QR0097
 QR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR640011(NAD 83)
 QR0097
 QR0097                          SUPERSEDED SURVEY CONTROL
 QR0097
 QR0097  NGVD 29 (??/??/92)  395.671  (m)         1298.13   (f) ADJ UNCH    2 0
 QR0097
 QR0097.Superseded values are not recommended for survey control.
 QR0097
 QR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0097.See file dsdata.pdf to determine how the superseded data were derived.
 QR0097
 QR0097_MARKER: DB = BENCH MARK DISK
 QR0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0097_STAMPING: J 86 1934
 QR0097_MARK LOGO: CGS
 QR0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0097+STABILITY: SURFACE MOTION
 QR0097
 QR0097  HISTORY     - Date     Condition        Report By
 QR0097  HISTORY     - 1934     MONUMENTED       CGS
 QR0097
 QR0097                          STATION DESCRIPTION
 QR0097
 QR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0097'4.5 MI W FROM CONDE.
 QR0097'4.5 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0097'FROM THE PEOPLES BANK AT CONDE, SPINK COUNTY, ABOUT 14-1/2
 QR0097'POLES WEST OF MILEPOST 295, ABOUT 249 FEET EAST OF A PUBLIC-ROAD
 QR0097'CROSSING, 51 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 QR0097'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0097'J 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0132 ***********************************************************************
 QR0132  DESIGNATION -  J 87
 QR0132  PID         -  QR0132
 QR0132  STATE/COUNTY-  SD/FAULK
 QR0132  COUNTRY     -  US
 QR0132  USGS QUAD   -  CRESBARD (2017)
 QR0132
 QR0132                         *CURRENT SURVEY CONTROL
 QR0132  ______________________________________________________________________
 QR0132* NAD 83(1986) POSITION- 45 09 58.     (N) 098 56 58.     (W)   SCALED
 QR0132* NAVD 88 ORTHO HEIGHT -   441.549 (meters)     1448.65  (feet) ADJUSTED
 QR0132  ______________________________________________________________________
 QR0132  GEOID HEIGHT    -        -23.870 (meters)                     GEOID18
 QR0132  DYNAMIC HEIGHT  -        441.502 (meters)     1448.49  (feet) COMP
 QR0132  MODELED GRAVITY -    980,496.4   (mgal)                       NAVD 88
 QR0132
 QR0132  VERT ORDER      -  SECOND    CLASS 0
 QR0132
 QR0132.The horizontal coordinates were scaled from a map and have
 QR0132.an estimated accuracy of +/- 6 seconds.
 QR0132
 QR0132.The orthometric height was determined by differential leveling and
 QR0132.adjusted by the NATIONAL GEODETIC SURVEY
 QR0132.in June 1991.
 QR0132
 QR0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0132.GEOID18 height accuracy estimate available here.
 QR0132
 QR0132.Click photographs - Photos may exist for this station.
 QR0132
 QR0132.The dynamic height is computed by dividing the NAVD 88
 QR0132.geopotential number by the normal gravity value computed on the
 QR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0132.degrees latitude (g = 980.6199 gals.).
 QR0132
 QR0132.The modeled gravity was interpolated from observed gravity values.
 QR0132
 QR0132;                    North         East    Units  Estimated Accuracy
 QR0132;SPC SD N     -   148,640.      682,590.      MT  (+/- 180 meters Scaled)
 QR0132
 QR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR039014(NAD 83)
 QR0132
 QR0132                          SUPERSEDED SURVEY CONTROL
 QR0132
 QR0132  NGVD 29 (??/??/92)  441.229  (m)         1447.60   (f) ADJ UNCH    2 0
 QR0132
 QR0132.Superseded values are not recommended for survey control.
 QR0132
 QR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0132.See file dsdata.pdf to determine how the superseded data were derived.
 QR0132
 QR0132_MARKER: DB = BENCH MARK DISK
 QR0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0132_STAMPING: J 87 1934
 QR0132_MARK LOGO: CGS
 QR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0132+STABILITY: SURFACE MOTION
 QR0132
 QR0132  HISTORY     - Date     Condition        Report By
 QR0132  HISTORY     - 1934     MONUMENTED       CGS
 QR0132  HISTORY     - 1965     MARK NOT FOUND   USGS
 QR0132
 QR0132                          STATION DESCRIPTION
 QR0132
 QR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0132'AT CRESBARD.
 QR0132'AT CRESBARD, FAULK COUNTY, 52 FEET SOUTH OF THE BLADE SEMAPHORE
 QR0132'AT THE MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, ABOUT 8-1/2
 QR0132'POLES EAST OF MILEPOST 333, AT A PUBLIC-ROAD CROSSING, 101 FEET
 QR0132'EAST OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH OF THE CENTER
 QR0132'LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 QR0132'DISK, STAMPED J 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0132
 QR0132                          STATION RECOVERY (1965)
 QR0132
 QR0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QR0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0171 ***********************************************************************
 QR0171  DESIGNATION -  J 88
 QR0171  PID         -  QR0171
 QR0171  STATE/COUNTY-  SD/MCPHERSON
 QR0171  COUNTRY     -  US
 QR0171  USGS QUAD   -  LEOLA (2017)
 QR0171
 QR0171                         *CURRENT SURVEY CONTROL
 QR0171  ______________________________________________________________________
 QR0171* NAD 83(1986) POSITION- 45 43 23.     (N) 098 56 16.     (W)   SCALED
 QR0171* NAVD 88 ORTHO HEIGHT -   484.984 (meters)     1591.15  (feet) ADJUSTED
 QR0171  ______________________________________________________________________
 QR0171  GEOID HEIGHT    -        -23.811 (meters)                     GEOID18
 QR0171  DYNAMIC HEIGHT  -        484.950 (meters)     1591.04  (feet) COMP
 QR0171  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 QR0171
 QR0171  VERT ORDER      -  SECOND    CLASS 0
 QR0171
 QR0171.The horizontal coordinates were scaled from a map and have
 QR0171.an estimated accuracy of +/- 6 seconds.
 QR0171
 QR0171.The orthometric height was determined by differential leveling and
 QR0171.adjusted by the NATIONAL GEODETIC SURVEY
 QR0171.in June 1991.
 QR0171
 QR0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0171.GEOID18 height accuracy estimate available here.
 QR0171
 QR0171.Click photographs - Photos may exist for this station.
 QR0171
 QR0171.The dynamic height is computed by dividing the NAVD 88
 QR0171.geopotential number by the normal gravity value computed on the
 QR0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0171.degrees latitude (g = 980.6199 gals.).
 QR0171
 QR0171.The modeled gravity was interpolated from observed gravity values.
 QR0171
 QR0171;                    North         East    Units  Estimated Accuracy
 QR0171;SPC SD N     -   210,540.      682,690.      MT  (+/- 180 meters Scaled)
 QR0171
 QR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR048632(NAD 83)
 QR0171
 QR0171                          SUPERSEDED SURVEY CONTROL
 QR0171
 QR0171  NGVD 29 (??/??/92)  484.633  (m)         1590.00   (f) ADJ UNCH    2 0
 QR0171
 QR0171.Superseded values are not recommended for survey control.
 QR0171
 QR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0171.See file dsdata.pdf to determine how the superseded data were derived.
 QR0171
 QR0171_MARKER: DB = BENCH MARK DISK
 QR0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0171_SP_SET: TOWER FOUNDATION
 QR0171_STAMPING: J 88 1934
 QR0171_MARK LOGO: CGS
 QR0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0171
 QR0171  HISTORY     - Date     Condition        Report By
 QR0171  HISTORY     - 1934     MONUMENTED       CGS
 QR0171  HISTORY     - 1940     GOOD             CGS
 QR0171  HISTORY     - 19950101 GOOD             SDDENR
 QR0171
 QR0171                          STATION DESCRIPTION
 QR0171
 QR0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0171'AT LEOLA.
 QR0171'AT LEOLA, MC PHERSON COUNTY, AT THE CITY WATER TOWER, AND IN THE
 QR0171'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE SOUTHWEST
 QR0171'LEG.  A STANDARD DISK, STAMPED J 88 1934.
 QR0171
 QR0171                          STATION RECOVERY (1995)
 QR0171
 QR0171'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QR0171'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0610 ***********************************************************************
 OS0610  DESIGNATION -  J 9
 OS0610  PID         -  OS0610
 OS0610  STATE/COUNTY-  SD/JONES
 OS0610  COUNTRY     -  US
 OS0610  USGS QUAD   -  OKATON NE (2017)
 OS0610
 OS0610                         *CURRENT SURVEY CONTROL
 OS0610  ______________________________________________________________________
 OS0610* NAD 83(1986) POSITION- 43 52 35.     (N) 100 50 41.     (W)   SCALED
 OS0610* NAVD 88 ORTHO HEIGHT -   727.779 (meters)     2387.72  (feet) ADJUSTED
 OS0610  ______________________________________________________________________
 OS0610  GEOID HEIGHT    -        -23.794 (meters)                     GEOID18
 OS0610  DYNAMIC HEIGHT  -        727.540 (meters)     2386.94  (feet) COMP
 OS0610  MODELED GRAVITY -    980,267.6   (mgal)                       NAVD 88
 OS0610
 OS0610  VERT ORDER      -  FIRST     CLASS II
 OS0610
 OS0610.The horizontal coordinates were scaled from a map and have
 OS0610.an estimated accuracy of +/- 6 seconds.
 OS0610
 OS0610.The orthometric height was determined by differential leveling and
 OS0610.adjusted by the NATIONAL GEODETIC SURVEY
 OS0610.in June 1991.
 OS0610
 OS0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0610.GEOID18 height accuracy estimate available here.
 OS0610
 OS0610.Click photographs - Photos may exist for this station.
 OS0610
 OS0610.The dynamic height is computed by dividing the NAVD 88
 OS0610.geopotential number by the normal gravity value computed on the
 OS0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0610.degrees latitude (g = 980.6199 gals.).
 OS0610
 OS0610.The modeled gravity was interpolated from observed gravity values.
 OS0610
 OS0610;                    North         East    Units  Estimated Accuracy
 OS0610;SPC SD S     -   171,550.      558,900.      MT  (+/- 180 meters Scaled)
 OS0610
 OS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP517597(NAD 83)
 OS0610
 OS0610                          SUPERSEDED SURVEY CONTROL
 OS0610
 OS0610.No superseded survey control is available for this station.
 OS0610
 OS0610_MARKER: DB = BENCH MARK DISK
 OS0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0610_SP_SET: BRIDGE
 OS0610_STAMPING: J 9 1925
 OS0610_MARK LOGO: CGS
 OS0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0610
 OS0610  HISTORY     - Date     Condition        Report By
 OS0610  HISTORY     - 1925     MONUMENTED       CGS
 OS0610  HISTORY     - 1938     GOOD             CGS
 OS0610
 OS0610                          STATION DESCRIPTION
 OS0610
 OS0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0610'6 MI S FROM KADOKA.
 OS0610'ALONG STATE HIGHWAY NO. 73, 6.0 MILES SOUTH OF KADOKA, IN A
 OS0610'CONCRETE BRIDGE OVER A DRY CREEK, IN THE NORTHEAST CORNER OF
 OS0610'THE BRIDGE, IN THE FOUR INCH PROJECTION OF THE BASE OF THE
 OS0610'BANISTER, SIX INCHES SOUTH OF THE NORTH END, ON THE SIDE NEAREST
 OS0610'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0284 ***********************************************************************
 PU0284  DESIGNATION -  J 9 B 1
 PU0284  PID         -  PU0284
 PU0284  STATE/COUNTY-  SD/MEADE
 PU0284  COUNTRY     -  US
 PU0284  USGS QUAD   -  OPAL EAST SW (2017)
 PU0284
 PU0284                         *CURRENT SURVEY CONTROL
 PU0284  ______________________________________________________________________
 PU0284* NAD 83(1986) POSITION- 44 50 57.     (N) 102 26 50.     (W)   SCALED
 PU0284* NAVD 88 ORTHO HEIGHT -   813.361 (meters)     2668.50  (feet) ADJUSTED
 PU0284  ______________________________________________________________________
 PU0284  GEOID HEIGHT    -        -18.545 (meters)                     GEOID18
 PU0284  DYNAMIC HEIGHT  -        813.181 (meters)     2667.91  (feet) COMP
 PU0284  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 PU0284
 PU0284  VERT ORDER      -  SECOND    CLASS 0
 PU0284
 PU0284.The horizontal coordinates were scaled from a map and have
 PU0284.an estimated accuracy of +/- 6 seconds.
 PU0284
 PU0284.The orthometric height was determined by differential leveling and
 PU0284.adjusted by the NATIONAL GEODETIC SURVEY
 PU0284.in June 1991.
 PU0284
 PU0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0284.GEOID18 height accuracy estimate available here.
 PU0284
 PU0284.Click photographs - Photos may exist for this station.
 PU0284
 PU0284.The dynamic height is computed by dividing the NAVD 88
 PU0284.geopotential number by the normal gravity value computed on the
 PU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0284.degrees latitude (g = 980.6199 gals.).
 PU0284
 PU0284.The modeled gravity was interpolated from observed gravity values.
 PU0284
 PU0284;                    North         East    Units  Estimated Accuracy
 PU0284;SPC SD N     -   115,810.      406,580.      MT  (+/- 180 meters Scaled)
 PU0284
 PU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK017693(NAD 83)
 PU0284
 PU0284                          SUPERSEDED SURVEY CONTROL
 PU0284
 PU0284  NGVD 29 (??/??/92)  812.90   (m)         2667.0    (f) COMPUTED    2 0
 PU0284
 PU0284.Superseded values are not recommended for survey control.
 PU0284
 PU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0284.See file dsdata.pdf to determine how the superseded data were derived.
 PU0284
 PU0284_MARKER: Z = SEE DESCRIPTION
 PU0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0284_STAMPING: J 9 B 1
 PU0284_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0284+STABILITY: SURFACE MOTION
 PU0284
 PU0284  HISTORY     - Date     Condition        Report By
 PU0284  HISTORY     - UNK      MONUMENTED       USAF
 PU0284  HISTORY     - 1962     GOOD             CGS
 PU0284
 PU0284                          STATION DESCRIPTION
 PU0284
 PU0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0284'5.5 MI SE FROM OPAL.
 PU0284'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0284'3.5 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE EAST ALONG A
 PU0284'FENCE LINE, 4 FEET NORTH OF THE FENCE, THE CENTER OF A TRIBRACH
 PU0284'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER PROJECTING 4
 PU0284'FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0034 ***********************************************************************
 QR0034  DESIGNATION -  J 90
 QR0034  PID         -  QR0034
 QR0034  STATE/COUNTY-  SD/BROWN
 QR0034  COUNTRY     -  US
 QR0034  USGS QUAD   -  COLUMBIA NE (2017)
 QR0034
 QR0034                         *CURRENT SURVEY CONTROL
 QR0034  ______________________________________________________________________
 QR0034* NAD 83(1986) POSITION- 45 44 56.     (N) 098 18 39.     (W)   SCALED
 QR0034* NAVD 88 ORTHO HEIGHT -   399.196 (meters)     1309.70  (feet) ADJUSTED
 QR0034  ______________________________________________________________________
 QR0034  GEOID HEIGHT    -        -24.801 (meters)                     GEOID18
 QR0034  DYNAMIC HEIGHT  -        399.175 (meters)     1309.63  (feet) COMP
 QR0034  MODELED GRAVITY -    980,552.6   (mgal)                       NAVD 88
 QR0034
 QR0034  VERT ORDER      -  SECOND    CLASS 0
 QR0034
 QR0034.The horizontal coordinates were scaled from a map and have
 QR0034.an estimated accuracy of +/- 6 seconds.
 QR0034
 QR0034.The orthometric height was determined by differential leveling and
 QR0034.adjusted by the NATIONAL GEODETIC SURVEY
 QR0034.in June 1991.
 QR0034
 QR0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0034.GEOID18 height accuracy estimate available here.
 QR0034
 QR0034.Click photographs - Photos may exist for this station.
 QR0034
 QR0034.The dynamic height is computed by dividing the NAVD 88
 QR0034.geopotential number by the normal gravity value computed on the
 QR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0034.degrees latitude (g = 980.6199 gals.).
 QR0034
 QR0034.The modeled gravity was interpolated from observed gravity values.
 QR0034
 QR0034;                    North         East    Units  Estimated Accuracy
 QR0034;SPC SD N     -   214,240.      731,430.      MT  (+/- 180 meters Scaled)
 QR0034
 QR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR536663(NAD 83)
 QR0034
 QR0034                          SUPERSEDED SURVEY CONTROL
 QR0034
 QR0034  NGVD 29 (??/??/92)  398.88   (m)         1308.7    (f) COMPUTED    2 0
 QR0034
 QR0034.Superseded values are not recommended for survey control.
 QR0034
 QR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0034.See file dsdata.pdf to determine how the superseded data were derived.
 QR0034
 QR0034_MARKER: DB = BENCH MARK DISK
 QR0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0034_SP_SET: CULVERT HEADWALL
 QR0034_STAMPING: J 90 1934
 QR0034_MARK LOGO: CGS
 QR0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0034+STABILITY: SURFACE MOTION
 QR0034
 QR0034  HISTORY     - Date     Condition        Report By
 QR0034  HISTORY     - 1934     MONUMENTED       CGS
 QR0034
 QR0034                          STATION DESCRIPTION
 QR0034
 QR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0034'5.6 MI W FROM HOUGHTON.
 QR0034'5.6 MILES WEST OF NATIONAL ATLAS ELEVATOR AT HOUGHTON.  ALONG
 QR0034'STATE HIGHWAY 10 AT 5 FOOT BY 10 FOOT R C B CULVERT 150 FEET NORTH
 QR0034'OF SECTION CORNER AT BASE OF HILL.  SET IN CENTER OF WEST HEADWALL,
 QR0034'3 FEET BELOW ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0035 ***********************************************************************
 QR0035  DESIGNATION -  J 90 RESET
 QR0035  PID         -  QR0035
 QR0035  STATE/COUNTY-  SD/BROWN
 QR0035  COUNTRY     -  US
 QR0035  USGS QUAD   -  COLUMBIA NE (2017)
 QR0035
 QR0035                         *CURRENT SURVEY CONTROL
 QR0035  ______________________________________________________________________
 QR0035* NAD 83(1986) POSITION- 45 44 57.     (N) 098 18 41.     (W)   SCALED
 QR0035* NAVD 88 ORTHO HEIGHT -   398.43  (meters)     1307.2   (feet) RESET
 QR0035  ______________________________________________________________________
 QR0035  GEOID HEIGHT    -        -24.800 (meters)                     GEOID18
 QR0035  VERT ORDER      -  THIRD
 QR0035
 QR0035.The horizontal coordinates were scaled from a map and have
 QR0035.an estimated accuracy of +/- 6 seconds.
 QR0035
 QR0035.The orthometric height was computed from unverified reset data.
 QR0035
 QR0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0035.GEOID18 height accuracy estimate available here.
 QR0035
 QR0035.Click photographs - Photos may exist for this station.
 QR0035
 QR0035;                    North         East    Units  Estimated Accuracy
 QR0035;SPC SD N     -   214,270.      731,390.      MT  (+/- 180 meters Scaled)
 QR0035
 QR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR535664(NAD 83)
 QR0035
 QR0035                          SUPERSEDED SURVEY CONTROL
 QR0035
 QR0035.No superseded survey control is available for this station.
 QR0035
 QR0035_MARKER: DB = BENCH MARK DISK
 QR0035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0035_SP_SET: BOX CULVERT HEADWALL
 QR0035_STAMPING: J 90 RESET 1951
 QR0035_MARK LOGO: CGS
 QR0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0035+STABILITY: SURFACE MOTION
 QR0035
 QR0035  HISTORY     - Date     Condition        Report By
 QR0035  HISTORY     - 1951     MONUMENTED       SDHD
 QR0035
 QR0035                          STATION DESCRIPTION
 QR0035
 QR0035'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1951
 QR0035'5.6 MI W FROM HOUGHTON.
 QR0035'5.6 MILES WEST ALONG STATE HIGHWAY 10 FROM THE NATIONAL ATLAS
 QR0035'ELEVATOR CO. ELEVATOR AT HOUGHTON, BROWN COUNTY, 0.1 MILE NORTH
 QR0035'OF THE CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, T 126 N, R 62 W,
 QR0035'AT A 3.6- BY 8-FOOT CONCRETE-BOX CULVERT, AND IN THE TOP OF THE
 QR0035'WEST HEADWALL.  A STANDARD DISK, STAMPED J 90 RESET 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0339 ***********************************************************************
 QQ0339  DESIGNATION -  J 91
 QQ0339  PID         -  QQ0339
 QQ0339  STATE/COUNTY-  SD/MARSHALL
 QQ0339  COUNTRY     -  US
 QQ0339  USGS QUAD   -  SPAIN (2017)
 QQ0339
 QQ0339                         *CURRENT SURVEY CONTROL
 QQ0339  ______________________________________________________________________
 QQ0339* NAD 83(1986) POSITION- 45 44 00.     (N) 097 46 27.     (W)   SCALED
 QQ0339* NAVD 88 ORTHO HEIGHT -   402.003 (meters)     1318.90  (feet) ADJUSTED
 QQ0339  ______________________________________________________________________
 QQ0339  GEOID HEIGHT    -        -25.208 (meters)                     GEOID18
 QQ0339  DYNAMIC HEIGHT  -        401.985 (meters)     1318.85  (feet) COMP
 QQ0339  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 QQ0339
 QQ0339  VERT ORDER      -  SECOND    CLASS 0
 QQ0339
 QQ0339.The horizontal coordinates were scaled from a map and have
 QQ0339.an estimated accuracy of +/- 6 seconds.
 QQ0339
 QQ0339.The orthometric height was determined by differential leveling and
 QQ0339.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0339.in June 1991.
 QQ0339
 QQ0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0339.GEOID18 height accuracy estimate available here.
 QQ0339
 QQ0339.Click photographs - Photos may exist for this station.
 QQ0339
 QQ0339.The dynamic height is computed by dividing the NAVD 88
 QQ0339.geopotential number by the normal gravity value computed on the
 QQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0339.degrees latitude (g = 980.6199 gals.).
 QQ0339
 QQ0339.The modeled gravity was interpolated from observed gravity values.
 QQ0339
 QQ0339;                    North         East    Units  Estimated Accuracy
 QQ0339;SPC SD N     -   213,520.      773,230.      MT  (+/- 180 meters Scaled)
 QQ0339
 QQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR953651(NAD 83)
 QQ0339
 QQ0339                          SUPERSEDED SURVEY CONTROL
 QQ0339
 QQ0339  NGVD 29 (??/??/92)  401.726  (m)         1318.00   (f) ADJ UNCH    2 0
 QQ0339
 QQ0339.Superseded values are not recommended for survey control.
 QQ0339
 QQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0339.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0339
 QQ0339_MARKER: DB = BENCH MARK DISK
 QQ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0339_STAMPING: J 91 1934
 QQ0339_MARK LOGO: CGS
 QQ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0339+STABILITY: SURFACE MOTION
 QQ0339
 QQ0339  HISTORY     - Date     Condition        Report By
 QQ0339  HISTORY     - 1934     MONUMENTED       CGS
 QQ0339
 QQ0339                          STATION DESCRIPTION
 QQ0339
 QQ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0339'4 MI S FROM BRITTON.
 QQ0339'ABOUT 4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0339'PACIFIC RAILROAD FROM THE STATION AT BRITTON, MARSHALL COUNTY,
 QQ0339'ABOUT 3 POLES NORTH OF MILEPOST 24, AT A PUBLIC-ROAD CROSSING,
 QQ0339'35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF
 QQ0339'THE CENTER LINE OF THE TRACK, 3 FEET SOUTH OF A RIGHT-OF-WAY
 QQ0339'FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QQ0339'DISK, STAMPED J 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0204 ***********************************************************************
 QQ0204  DESIGNATION -  J 92
 QQ0204  PID         -  QQ0204
 QQ0204  STATE/COUNTY-  SD/ROBERTS
 QQ0204  COUNTRY     -  US
 QQ0204  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0204
 QQ0204                         *CURRENT SURVEY CONTROL
 QQ0204  ______________________________________________________________________
 QQ0204* NAD 83(1986) POSITION- 45 51 22.     (N) 097 01 15.     (W)   SCALED
 QQ0204* NAVD 88 ORTHO HEIGHT -   373.461 (meters)     1225.26  (feet) ADJUSTED
 QQ0204  ______________________________________________________________________
 QQ0204  GEOID HEIGHT    -        -25.874 (meters)                     GEOID18
 QQ0204  DYNAMIC HEIGHT  -        373.457 (meters)     1225.25  (feet) COMP
 QQ0204  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QQ0204
 QQ0204  VERT ORDER      -  SECOND    CLASS 0
 QQ0204
 QQ0204.The horizontal coordinates were scaled from a map and have
 QQ0204.an estimated accuracy of +/- 6 seconds.
 QQ0204
 QQ0204.The orthometric height was determined by differential leveling and
 QQ0204.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0204.in June 1991.
 QQ0204
 QQ0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0204.GEOID18 height accuracy estimate available here.
 QQ0204
 QQ0204.Click photographs - Photos may exist for this station.
 QQ0204
 QQ0204.The dynamic height is computed by dividing the NAVD 88
 QQ0204.geopotential number by the normal gravity value computed on the
 QQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0204.degrees latitude (g = 980.6199 gals.).
 QQ0204
 QQ0204.The modeled gravity was interpolated from observed gravity values.
 QQ0204
 QQ0204;                    North         East    Units  Estimated Accuracy
 QQ0204;SPC SD N     -   229,050.      831,330.      MT  (+/- 180 meters Scaled)
 QQ0204
 QQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR536799(NAD 83)
 QQ0204
 QQ0204                          SUPERSEDED SURVEY CONTROL
 QQ0204
 QQ0204  NGVD 29 (??/??/92)  373.238  (m)         1224.53   (f) ADJ UNCH    2 0
 QQ0204
 QQ0204.Superseded values are not recommended for survey control.
 QQ0204
 QQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0204.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0204
 QQ0204_MARKER: DB = BENCH MARK DISK
 QQ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0204_STAMPING: J 92 1934
 QQ0204_MARK LOGO: CGS
 QQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0204+STABILITY: SURFACE MOTION
 QQ0204
 QQ0204  HISTORY     - Date     Condition        Report By
 QQ0204  HISTORY     - 1934     MONUMENTED       CGS
 QQ0204
 QQ0204                          STATION DESCRIPTION
 QQ0204
 QQ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0204'AT HAMMER.
 QQ0204'AT HAMMER, ROBERTS COUNTY, 91 FEET EAST AND 12 FEET NORTH OF
 QQ0204'THE NORTHEAST CORNER OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0204'STE. MARIE RAILWAY STATION, ABOUT 11 POLES EAST OF MILEPOST
 QQ0204'33, AT A PUBLIC-ROAD CROSSING, 27 FEET WEST OF THE CENTER LINE
 QQ0204'OF THE ROAD, 48 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 QQ0204'AND ABOUT 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QQ0204'STAMPED J 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0208 ***********************************************************************
 QQ0208  DESIGNATION -  J 93
 QQ0208  PID         -  QQ0208
 QQ0208  STATE/COUNTY-  SD/ROBERTS
 QQ0208  COUNTRY     -  US
 QQ0208  USGS QUAD   -  SISSETON (2017)
 QQ0208
 QQ0208                         *CURRENT SURVEY CONTROL
 QQ0208  ______________________________________________________________________
 QQ0208* NAD 83(1986) POSITION- 45 39 35.     (N) 097 02 26.     (W)   SCALED
 QQ0208* NAVD 88 ORTHO HEIGHT -   366.886 (meters)     1203.69  (feet) ADJUSTED
 QQ0208  ______________________________________________________________________
 QQ0208  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 QQ0208  DYNAMIC HEIGHT  -        366.868 (meters)     1203.63  (feet) COMP
 QQ0208  MODELED GRAVITY -    980,556.6   (mgal)                       NAVD 88
 QQ0208
 QQ0208  VERT ORDER      -  SECOND    CLASS 0
 QQ0208
 QQ0208.The horizontal coordinates were scaled from a map and have
 QQ0208.an estimated accuracy of +/- 6 seconds.
 QQ0208
 QQ0208.The orthometric height was determined by differential leveling and
 QQ0208.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0208.in June 1991.
 QQ0208
 QQ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0208.GEOID18 height accuracy estimate available here.
 QQ0208
 QQ0208.Click photographs - Photos may exist for this station.
 QQ0208
 QQ0208.The dynamic height is computed by dividing the NAVD 88
 QQ0208.geopotential number by the normal gravity value computed on the
 QQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0208.degrees latitude (g = 980.6199 gals.).
 QQ0208
 QQ0208.The modeled gravity was interpolated from observed gravity values.
 QQ0208
 QQ0208;                    North         East    Units  Estimated Accuracy
 QQ0208;SPC SD N     -   207,180.      830,600.      MT  (+/- 180 meters Scaled)
 QQ0208
 QQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR526581(NAD 83)
 QQ0208
 QQ0208                          SUPERSEDED SURVEY CONTROL
 QQ0208
 QQ0208  NGVD 29 (??/??/92)  366.64   (m)         1202.9    (f) COMPUTED    2 0
 QQ0208
 QQ0208.Superseded values are not recommended for survey control.
 QQ0208
 QQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0208.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0208
 QQ0208_MARKER: DB = BENCH MARK DISK
 QQ0208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0208_SP_SET: BRIDGE
 QQ0208_STAMPING: J 93 1934
 QQ0208_MARK LOGO: CGS
 QQ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0208
 QQ0208  HISTORY     - Date     Condition        Report By
 QQ0208  HISTORY     - 1934     MONUMENTED       CGS
 QQ0208
 QQ0208                          STATION DESCRIPTION
 QQ0208
 QQ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0208'AT SISSETON.
 QQ0208'AT SISSETON ALONG STATE HIGHWAY 10.  SET IN THE CENTER OF THE
 QQ0208'SOUTHWEST WING OF 33 FOOT CONCRETE DECK BIRDGE.  138 FEET WEST
 QQ0208'OF THE POINT OF INTERSECTION OF THE JUNCTION OF STATE HIGHWAYS
 QQ0208'15 AND 10.  12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QQ0208'2.5 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0210 ***********************************************************************
 QQ0210  DESIGNATION -  J 93 RESET
 QQ0210  PID         -  QQ0210
 QQ0210  STATE/COUNTY-  SD/ROBERTS
 QQ0210  COUNTRY     -  US
 QQ0210  USGS QUAD   -  SISSETON (2017)
 QQ0210
 QQ0210                         *CURRENT SURVEY CONTROL
 QQ0210  ______________________________________________________________________
 QQ0210* NAD 83(1986) POSITION- 45 39 35.     (N) 097 02 26.     (W)   SCALED
 QQ0210* NAVD 88 ORTHO HEIGHT -   365.71  (meters)     1199.8   (feet) RESET
 QQ0210  ______________________________________________________________________
 QQ0210  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 QQ0210  VERT ORDER      -  THIRD
 QQ0210
 QQ0210.The horizontal coordinates were scaled from a map and have
 QQ0210.an estimated accuracy of +/- 6 seconds.
 QQ0210
 QQ0210.The orthometric height was computed from unverified reset data.
 QQ0210
 QQ0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0210.GEOID18 height accuracy estimate available here.
 QQ0210
 QQ0210.Click photographs - Photos may exist for this station.
 QQ0210
 QQ0210;                    North         East    Units  Estimated Accuracy
 QQ0210;SPC SD N     -   207,180.      830,600.      MT  (+/- 180 meters Scaled)
 QQ0210
 QQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR526581(NAD 83)
 QQ0210
 QQ0210                          SUPERSEDED SURVEY CONTROL
 QQ0210
 QQ0210.No superseded survey control is available for this station.
 QQ0210
 QQ0210_MARKER: DB = BENCH MARK DISK
 QQ0210_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QQ0210_SP_SET: VIADUCT
 QQ0210_STAMPING: J 93 RESET 1950 1962
 QQ0210_MARK LOGO: CGS
 QQ0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0210
 QQ0210  HISTORY     - Date     Condition        Report By
 QQ0210  HISTORY     - 1962     MONUMENTED       SDHD
 QQ0210  HISTORY     - 1963     GOOD             CGS
 QQ0210  HISTORY     - 19900725 MARK NOT FOUND   NGS
 QQ0210
 QQ0210                          STATION DESCRIPTION
 QQ0210
 QQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QQ0210'AT SISSETON.
 QQ0210'AT SISSETON, ROBERTS COUNTY, ON STATE HIGHWAY 10, 138 FEET WEST
 QQ0210'OF THE CENTER OF THE INTERSECTION WITH STATE HIGHWAY 15, AT A
 QQ0210'34-FOOT REINFORCED CONCRETE DOCK VIADUCT, IN THE CENTER OF THE
 QQ0210'SOUTHWEST WINGWALL, 17 FEET SOUTH OF THE CENTERLINE OF THE
 QQ0210'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE VIADUCT FLOOR.  IN
 QQ0210'SW CORNER OF R.C.B.C. ON PARAPET WALL IN NEW QUADRUPLE R.C.B.C.
 QQ0210'IN SAME LOCATION AS OLD BRIDGE.
 QQ0210
 QQ0210                          STATION RECOVERY (1990)
 QQ0210
 QQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0401 ***********************************************************************
 PR0401  DESIGNATION -  J 94
 PR0401  PID         -  PR0401
 PR0401  STATE/COUNTY-  SD/HAMLIN
 PR0401  COUNTRY     -  US
 PR0401  USGS QUAD   -  LAKE POINSETT (2017)
 PR0401
 PR0401                         *CURRENT SURVEY CONTROL
 PR0401  ______________________________________________________________________
 PR0401* NAD 83(1986) POSITION- 44 36 06.     (N) 097 04 18.     (W)   SCALED
 PR0401* NAVD 88 ORTHO HEIGHT -   507.294 (meters)     1664.35  (feet) ADJUSTED
 PR0401  ______________________________________________________________________
 PR0401  GEOID HEIGHT    -        -24.919 (meters)                     GEOID18
 PR0401  DYNAMIC HEIGHT  -        507.214 (meters)     1664.08  (feet) COMP
 PR0401  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 PR0401
 PR0401  VERT ORDER      -  SECOND    CLASS 0
 PR0401
 PR0401.The horizontal coordinates were scaled from a map and have
 PR0401.an estimated accuracy of +/- 6 seconds.
 PR0401
 PR0401.The orthometric height was determined by differential leveling and
 PR0401.adjusted by the NATIONAL GEODETIC SURVEY
 PR0401.in June 1991.
 PR0401
 PR0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0401.GEOID18 height accuracy estimate available here.
 PR0401
 PR0401.Click photographs - Photos may exist for this station.
 PR0401
 PR0401.The dynamic height is computed by dividing the NAVD 88
 PR0401.geopotential number by the normal gravity value computed on the
 PR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0401.degrees latitude (g = 980.6199 gals.).
 PR0401
 PR0401.The modeled gravity was interpolated from observed gravity values.
 PR0401
 PR0401;                    North         East    Units  Estimated Accuracy
 PR0401;SPC SD N     -    89,580.      832,430.      MT  (+/- 180 meters Scaled)
 PR0401
 PR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ530405(NAD 83)
 PR0401
 PR0401                          SUPERSEDED SURVEY CONTROL
 PR0401
 PR0401  NGVD 29 (??/??/92)  507.015  (m)         1663.43   (f) ADJ UNCH    2 0
 PR0401
 PR0401.Superseded values are not recommended for survey control.
 PR0401
 PR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0401.See file dsdata.pdf to determine how the superseded data were derived.
 PR0401
 PR0401_MARKER: DB = BENCH MARK DISK
 PR0401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0401_SP_SET: CULVERT HEADWALL
 PR0401_STAMPING: J 94 1934
 PR0401_MARK LOGO: CGS
 PR0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0401+STABILITY: SURFACE MOTION
 PR0401
 PR0401  HISTORY     - Date     Condition        Report By
 PR0401  HISTORY     - 1934     MONUMENTED       CGS
 PR0401  HISTORY     - 20061129 MARK NOT FOUND   INDIV
 PR0401
 PR0401                          STATION DESCRIPTION
 PR0401
 PR0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0401'10.2 MI W FROM ESTELLINE.
 PR0401'10.2 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0401'NORTH WESTERN RAILWAY STATION AT ESTELLINE, HAMLIN COUNTY,
 PR0401'AT A 6-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF
 PR0401'THE EAST END OF THE NORTH GUARD WALL, AND ABOUT 3 FEET HIGHER
 PR0401'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 94 1934.
 PR0401
 PR0401                          STATION RECOVERY (2006)
 PR0401
 PR0401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 PR0401'THE HEADWALL AND CULVERT HAVE EITHER BEEN ELIMINATED OR REPLACED
 PR0401'DURING MODERNIZATION OF HWY 28.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0520 ***********************************************************************
 PR0520  DESIGNATION -  J 95
 PR0520  PID         -  PR0520
 PR0520  STATE/COUNTY-  SD/BROOKINGS
 PR0520  COUNTRY     -  US
 PR0520  USGS QUAD   -  LAKE SINAI (2017)
 PR0520
 PR0520                         *CURRENT SURVEY CONTROL
 PR0520  ______________________________________________________________________
 PR0520* NAD 83(1986) POSITION- 44 20 29.     (N) 097 00 32.     (W)   SCALED
 PR0520* NAVD 88 ORTHO HEIGHT -   519.781 (meters)     1705.31  (feet) ADJUSTED
 PR0520  ______________________________________________________________________
 PR0520  GEOID HEIGHT    -        -25.158 (meters)                     GEOID18
 PR0520  DYNAMIC HEIGHT  -        519.685 (meters)     1705.00  (feet) COMP
 PR0520  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 PR0520
 PR0520  VERT ORDER      -  SECOND    CLASS 0
 PR0520
 PR0520.The horizontal coordinates were scaled from a map and have
 PR0520.an estimated accuracy of +/- 6 seconds.
 PR0520
 PR0520.The orthometric height was determined by differential leveling and
 PR0520.adjusted by the NATIONAL GEODETIC SURVEY
 PR0520.in June 1991.
 PR0520
 PR0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0520.GEOID18 height accuracy estimate available here.
 PR0520
 PR0520.Click photographs - Photos may exist for this station.
 PR0520
 PR0520.The dynamic height is computed by dividing the NAVD 88
 PR0520.geopotential number by the normal gravity value computed on the
 PR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0520.degrees latitude (g = 980.6199 gals.).
 PR0520
 PR0520.The modeled gravity was interpolated from observed gravity values.
 PR0520
 PR0520;                    North         East    Units  Estimated Accuracy
 PR0520;SPC SD N     -    60,860.      838,480.      MT  (+/- 180 meters Scaled)
 PR0520
 PR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ587117(NAD 83)
 PR0520
 PR0520                          SUPERSEDED SURVEY CONTROL
 PR0520
 PR0520  NGVD 29 (??/??/92)  519.512  (m)         1704.43   (f) ADJ UNCH    2 0
 PR0520
 PR0520.Superseded values are not recommended for survey control.
 PR0520
 PR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0520.See file dsdata.pdf to determine how the superseded data were derived.
 PR0520
 PR0520_MARKER: DB = BENCH MARK DISK
 PR0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0520_STAMPING: J 95 1934
 PR0520_MARK LOGO: CGS
 PR0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0520+STABILITY: SURFACE MOTION
 PR0520
 PR0520  HISTORY     - Date     Condition        Report By
 PR0520  HISTORY     - 1934     MONUMENTED       CGS
 PR0520  HISTORY     - 1949     GOOD             CGS
 PR0520  HISTORY     - 1964     MARK NOT FOUND   USGS
 PR0520
 PR0520                          STATION DESCRIPTION
 PR0520
 PR0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0520'4.4 MI W FROM VOLGA.
 PR0520'4.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0520'THE STATION AT VOLGA, BROOKINGS COUNTY, 3 FEET SOUTHEAST OF
 PR0520'MILEPOST 302, 33 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0520'AND ABOUT 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 PR0520'J 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0520'NOTE-- 1964-REPORT MILE POSTS HAVE BEEN MOVED TO THE SOUTH SIDE
 PR0520'OF THE TRACK MAKING THE DESCRIPTION INADEQUATE.
 PR0520
 PR0520                          STATION RECOVERY (1964)
 PR0520
 PR0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PR0520'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0772 ***********************************************************************
 QS0772  DESIGNATION -  J KRUMS RED BARN VENTILATOR
 QS0772  PID         -  QS0772
 QS0772  STATE/COUNTY-  SD/DEWEY
 QS0772  COUNTRY     -  US
 QS0772  USGS QUAD   -  TRAIL CITY (2017)
 QS0772
 QS0772                         *CURRENT SURVEY CONTROL
 QS0772  ______________________________________________________________________
 QS0772* NAD 83(1996) POSITION- 45 27 31.23521(N) 100 42 03.19684(W)   ADJUSTED
 QS0772  ______________________________________________________________________
 QS0772  GEOID HEIGHT    -        -21.488 (meters)                     GEOID18
 QS0772  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 QS0772  HORZ ORDER      -  THIRD
 QS0772
 QS0772.The horizontal coordinates were established by classical geodetic methods
 QS0772.and adjusted by the National Geodetic Survey in January 1998.
 QS0772
 QS0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0772.GEOID18 height accuracy estimate available here.
 QS0772
 QS0772.Click photographs - Photos may exist for this station.
 QS0772
 QS0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0772
 QS0772. The following values were computed from the NAD 83(1996) position.
 QS0772
 QS0772;                    North         East     Units Scale Factor Converg.
 QS0772;SPC SD N     -   180,852.810   545,182.530   MT  0.99996438   -0 29 45.8
 QS0772;SPC SD N     -   593,347.93  1,788,653.02   sFT  0.99996438   -0 29 45.8
 QS0772;UTM  14      - 5,035,312.656   367,018.173   MT  0.99981743   -1 12 44.9
 QS0772
 QS0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6701835312(NAD 83)
 QS0772
 QS0772                          SUPERSEDED SURVEY CONTROL
 QS0772
 QS0772  NAD 83(1986)-  45 27 31.22650(N)    100 42 03.19452(W) AD(       ) 3
 QS0772  NAD 27      -  45 27 31.25800(N)    100 42 01.66700(W) AD(       ) 3
 QS0772
 QS0772.Superseded values are not recommended for survey control.
 QS0772
 QS0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0772.See file dsdata.pdf to determine how the superseded data were derived.
 QS0772
 QS0772_MARKER: 94 = ROOFTOP VENTILATOR
 QS0772
 QS0772  HISTORY     - Date     Condition        Report By
 QS0772  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0772
 QS0772                          STATION DESCRIPTION
 QS0772
 QS0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0772'THE STATION IS ABOUT 1-3/4 MILES EAST AND 1 MILE SOUTH OF
 QS0772'TRAIL CITY.  IT IS A WOODEN, RED PAINTED BUILDING ABOUT 50
 QS0772'FEET HIGH.  THE POINT INTERSECTED WAS THE APEX OF THE VENTILATOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0731 ***********************************************************************
 QS0731  DESIGNATION -  JACK
 QS0731  PID         -  QS0731
 QS0731  STATE/COUNTY-  SD/WALWORTH
 QS0731  COUNTRY     -  US
 QS0731  USGS QUAD   -  AKASKA (2017)
 QS0731
 QS0731                         *CURRENT SURVEY CONTROL
 QS0731  ______________________________________________________________________
 QS0731* NAD 83(1996) POSITION- 45 19 55.78804(N) 100 02 12.43871(W)   ADJUSTED
 QS0731* NAVD 88 ORTHO HEIGHT -   647.    (meters)     2123.    (feet) SCALED
 QS0731  ______________________________________________________________________
 QS0731  GEOID HEIGHT    -        -22.210 (meters)                     GEOID18
 QS0731  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 QS0731  HORZ ORDER      -  SECOND
 QS0731
 QS0731.The horizontal coordinates were established by classical geodetic methods
 QS0731.and adjusted by the National Geodetic Survey in January 1998.
 QS0731
 QS0731.The orthometric height was scaled from a topographic map.
 QS0731
 QS0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0731.GEOID18 height accuracy estimate available here.
 QS0731
 QS0731.Click photographs - Photos may exist for this station.
 QS0731
 QS0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0731
 QS0731. The following values were computed from the NAD 83(1996) position.
 QS0731
 QS0731;                    North         East     Units Scale Factor Converg.
 QS0731;SPC SD N     -   166,556.166   597,116.290   MT  0.99995112   -0 01 33.7
 QS0731;SPC SD N     -   546,443.02  1,959,039.03   sFT  0.99995112   -0 01 33.7
 QS0731;UTM  14      - 5,020,373.404   418,758.767   MT  0.99968115   -0 44 14.6
 QS0731
 QS0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0731!SPC SD N     -   0.99990200  x   0.99995112  =   0.99985312
 QS0731!UTM  14      -   0.99990200  x   0.99968115  =   0.99958318
 QS0731
 QS0731:                Primary Azimuth Mark                     Grid Az
 QS0731:SPC SD N     -  NORMAN                                   358 47 00.0
 QS0731:UTM  14      -  NORMAN                                   359 29 40.9
 QS0731
 QS0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1875820373(NAD 83)
 QS0731
 QS0731|---------------------------------------------------------------------|
 QS0731| PID    Reference Object                     Distance      Geod. Az  |
 QS0731|                                                           dddmmss.s |
 QS0731| CO5692 JACK RM 2                             9.994 METERS 09529     |
 QS0731| CO5691 JACK RM 1                             7.842 METERS 18654     |
 QS0731| QS0726 NORMAN                              APPROX. 5.2 KM 3584526.3 |
 QS0731|---------------------------------------------------------------------|
 QS0731
 QS0731                          SUPERSEDED SURVEY CONTROL
 QS0731
 QS0731  NAD 83(1986)-  45 19 55.77853(N)    100 02 12.44015(W) AD(       ) 2
 QS0731  NAD 27      -  45 19 55.81788(N)    100 02 10.99871(W) AD(       ) 2
 QS0731
 QS0731.Superseded values are not recommended for survey control.
 QS0731
 QS0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0731.See file dsdata.pdf to determine how the superseded data were derived.
 QS0731
 QS0731_MARKER: DD = SURVEY DISK
 QS0731_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0731+WITH SETTING: INFORMATION.
 QS0731_STAMPING: ET JACK 1967
 QS0731_MARK LOGO: USGS
 QS0731_PROJECTION: FLUSH
 QS0731_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0731
 QS0731  HISTORY     - Date     Condition        Report By
 QS0731  HISTORY     - 1967     MONUMENTED       USGS
 QS0731
 QS0731                          STATION DESCRIPTION
 QS0731
 QS0731'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0731'THE STATION IS LOCATED APPROX. 13.0 MI S. AND 1.0 MI E. OF
 QS0731'SELBY, 1.0 MI N. AND 2.5 MI W. OF LOWRY, APPROX. 4.0 MI E. OF
 QS0731'AKASKA, TS. 121 AND 122 N., R. 76 W., NEAR THE SW. COR. OF
 QS0731'SEC. 33.
 QS0731'
 QS0731'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 QS0731'STATE HWY. 103, AT THE TOWN OF SELBY, GO S. ALONG U.S. HWY.
 QS0731'83 FOR 12.5 MI TO A CROSSROADS, TURN LEFT (E.) AND GO 1.2
 QS0731'MI ALONG DIRT FIELD RD. TO END OF TRUCK TRAVEL, THE STATION
 QS0731'IS ON HIGHEST POINT OF A SMALL TOP APPROX. 530 FT TO SE.
 QS0731'
 QS0731'STATION MARK IS ON THE HIGHEST POINT OF SMALL TOP, STAMPED
 QS0731'ET JACK 1967.
 QS0731'
 QS0731'REFERENCE MARK NO. 1 IS SW. OF THE STATION ON SAME HILL, STAMPED
 QS0731'JACK NO. 1 1967.
 QS0731'
 QS0731'REFERENCE MARK NO. 2 IS E. OF THE STATION ON THE SAME HILL,
 QS0731'STAMPED JACK NO. 2 1967.
 QS0731'
 QS0731'AZIMUTH MARK - NONE SET.
 QS0731'
 QS0731'REFERENCE AZIMUTH - RELAY MAST 2.0 MI S. OF SELBY.
 QS0731'
 QS0731'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0731'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0731'TILES 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0731'
 QS0731'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0811 ***********************************************************************
 OR0811  DESIGNATION -  JACOB RESET
 OR0811  PID         -  OR0811
 OR0811  STATE/COUNTY-  SD/AURORA
 OR0811  COUNTRY     -  US
 OR0811  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0811
 OR0811                         *CURRENT SURVEY CONTROL
 OR0811  ______________________________________________________________________
 OR0811* NAD 83(1996) POSITION- 43 43 00.31496(N) 098 32 57.39719(W)   ADJUSTED
 OR0811* NAVD 88 ORTHO HEIGHT -   476.68  (+/-2cm)     1563.9   (feet) VERTCON3
 OR0811  ______________________________________________________________________
 OR0811  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 OR0811  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 OR0811  HORZ ORDER      -  SECOND
 OR0811  VERT ORDER      -  THIRD (See Below)
 OR0811
 OR0811.The horizontal coordinates were established by classical geodetic methods
 OR0811.and adjusted by the National Geodetic Survey in January 1998.
 OR0811
 OR0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0811
 OR0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0811.GEOID18 height accuracy estimate available here.
 OR0811
 OR0811.The vertical order pertains to the NGVD 29 superseded value.
 OR0811
 OR0811.Click photographs - Photos may exist for this station.
 OR0811
 OR0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0811
 OR0811. The following values were computed from the NAD 83(1996) position.
 OR0811
 OR0811;                    North         East     Units Scale Factor Converg.
 OR0811;SPC SD S     -   155,230.171   743,747.114   MT  0.99990834   +1 13 50.6
 OR0811;SPC SD S     -   509,284.32  2,440,110.32   sFT  0.99990834   +1 13 50.6
 OR0811;UTM  14      - 4,840,512.827   536,307.802   MT  0.99961621   +0 18 41.4
 OR0811
 OR0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0811!SPC SD S     -   0.99992932  x   0.99990834  =   0.99983766
 OR0811!UTM  14      -   0.99992932  x   0.99961621  =   0.99954555
 OR0811
 OR0811:                Primary Azimuth Mark                     Grid Az
 OR0811:SPC SD S     -  PLANKINTON                               094 42 53.6
 OR0811:UTM  14      -  PLANKINTON                               095 38 02.8
 OR0811
 OR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP3630740512(NAD 83)
 OR0811
 OR0811|---------------------------------------------------------------------|
 OR0811| PID    Reference Object                     Distance      Geod. Az  |
 OR0811|                                                           dddmmss.s |
 OR0811| OR0027 PLANKINTON                          APPROX. 4.1 KM 0955644.2 |
 OR0811| OR0838 WHITE LAKE WATER TOWER              APPROX.13.4 KM 2762835.8 |
 OR0811| OR0350 JACOB RM                             46.040 METERS 27831     |
 OR0811|---------------------------------------------------------------------|
 OR0811
 OR0811                          SUPERSEDED SURVEY CONTROL
 OR0811
 OR0811  NAD 83(1995)-  43 43 00.32947(N)    098 32 57.38576(W) AD(       ) 2
 OR0811  NAD 83(1986)-  43 43 00.33194(N)    098 32 57.39053(W) AD(       ) 2
 OR0811  NGVD 29 (04/17/07)  476.35   (m)         1562.8    (f) RESET       3  
 OR0811
 OR0811.Superseded values are not recommended for survey control.
 OR0811
 OR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0811.See file dsdata.pdf to determine how the superseded data were derived.
 OR0811
 OR0811_MARKER: DH = HORIZONTAL CONTROL DISK
 OR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0811_STAMPING: JACOB 1924 1981
 OR0811_MARK LOGO: NGS
 OR0811_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0811+STABILITY: SURFACE MOTION
 OR0811
 OR0811  HISTORY     - Date     Condition        Report By
 OR0811  HISTORY     - 1981     MONUMENTED       NGS
 OR0811  HISTORY     - 19810826 GOOD             NGS
 OR0811
 OR0811                          STATION DESCRIPTION
 OR0811
 OR0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OR0811'5.0 KM (3.1 MI) WEST FROM PLANKINGTON.
 OR0811'5.0 KM (3.1 MI) WEST ALONG OLD HIGHWAY 16 FROM THE JUNCTION OF MAIN
 OR0811'STREET AND OLD HIGHWAY IN PLANKINGTON, 12.2 METERS (40.0 FEET) NORTH
 OR0811'OF THE CENTER OF A RAILROAD TRACK, AND 2.9 METERS (9.5 FEET) SOUTH OF
 OR0811'AN FENCE.
 OR0811'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 OR0811'THE MARK IS 3.6 FT ABOVE TRACK.
 OR0811
 OR0811                          STATION RECOVERY (1981)
 OR0811
 OR0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OR0811'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN
 OR0811'GOOD CONDITION.  THE SURFACE STATION MARK HAD BEEN HIT BY HEAVY
 OR0811'EQUIPMENT AND TRIPPED TO ONE SIDE.  THE SURFACE MARK WAS REMOVED, TO
 OR0811'RECOVER THE UNDERGROUND MARK, AND THEN RESET OVER THE UNDERGROUND
 OR0811'MARK.  REFERENCE MARK 2 WAS ESTABLISHED AT THIS TIME.  STATION
 OR0811'PLANKINGTON WILL SUFFICE FOR AN AZIMUTH.  NEW DESCRIPTIVE TEXT
 OR0811'FOLLOWS.  THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF
 OR0811'PLANKINGTON ALONG THE NORTH SIDE OF OLD HIGHWAY 16 AND SOUTH DAKOTA
 OR0811'RAILROAD TRACK, IN RAILROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 OR0811'THE JUNCTION OF MAIN STREET AND OLD HIGHWAY 16 IN PLANKINGTON, GO WEST
 OR0811'ON THE OLD HIGHWAY FOR 1.1 KM (0.70 MI) TO STATION PLANKINGTON 1924 ON
 OR0811'THE RIGHT.  CONTINUE WEST ON THE OLD HIGHWAY FOR 3.7 KM (2.30 MI) TO A
 OR0811'SIDE ROAD RIGHT.  CONTINUE WEST ON THEOLD HGIHWAY FOR 0.2 KM (0.10 MI)
 OR0811'TO THE STATION ON THE RIGHT. THE STATION IS A STANDARD CGS DISK
 OR0811'STAMPED JACOB 1924 1981 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 OR0811'14 INCHES 25 CM IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE
 OR0811'GROUND.  LOCATED 12.2 METERS (40.0 FT) NORTH FROM THE CENTER OF THE
 OR0811'RAILROAD TRACK, 2.9 METERS (9.5 FT) SOUTH FROM A METAL WITNESS POST
 OR0811'AND FENCE, 0.31 METERS (1.02 FT) WEST FROM A METAL WITNESS POST.  THE
 OR0811'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED JACOB 1924 SET INTO A
 OR0811'IRREGULAR MASS OF CONCRETE 3 FEET (0.9 M) 0.9 METERS (3.0 FT) BELOW
 OR0811'THE SURFACE. REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED JACOB
 OR0811'1924 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES 30 CM IN
 OR0811'DIAMETER FLUSH WITH GROUND.  LOCATED 14.5 METERS (47.6 FT) NORTH FROM
 OR0811'THE CENTER OF THE RAILROAD TRACK, 0.32 METERS (1.05 FT) EAST FROM A
 OR0811'METAL WITNESS POST, 0.29 SOUTH FROM A FENCE AND 1.8 FEET (0.5 M) 0.54
 OR0811'METERS (1.77 FT) LOWER THAN THE STATION. REFERENCE MARK NO.  2 IS A
 OR0811'STANDARD NGS DISK STAMPED JACOB NO. 2 1981 SET INTO THE TOP OF A ROUND
 OR0811'CONCRETE MONUMENT 12 INCHES 30 CM IN DIAMETER PROJECTING 4 INCHES 10
 OR0811'CM ABOVE THE GROUND.  LOCATED 23.8 METERS (78.1 FT) NORTH FROM THE
 OR0811'CENTER OF OLD HIGHWAY 16, 11.1 METERS (36.4 FT) SOUTH FROM THE CENTER
 OR0811'OF THE RAILROAD TRACK, 0.3 METERS (1.0 FT) NORTH FROM A WITNESS POST,
 OR0811'AND 3.6 FEET (1.1 M) 1.09 METERS (3.58 FT) LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0350 ***********************************************************************
 OR0350  DESIGNATION -  JACOB RM
 OR0350  PID         -  OR0350
 OR0350  STATE/COUNTY-  SD/AURORA
 OR0350  COUNTRY     -  US
 OR0350  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0350
 OR0350                         *CURRENT SURVEY CONTROL
 OR0350  ______________________________________________________________________
 OR0350* NAD 83(1986) POSITION- 43 43 00.54   (N) 098 32 59.43   (W)   HD_HELD1
 OR0350* NAVD 88 ORTHO HEIGHT -   476.14  (+/-2cm)     1562.1   (feet) VERTCON3
 OR0350  ______________________________________________________________________
 OR0350  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 OR0350  VERT ORDER      -  ? (See Below)
 OR0350
 OR0350.The horizontal coordinates were determined by differentially corrected
 OR0350.hand held GPS observations or other comparable positioning techniques
 OR0350.and have an estimated accuracy of +/- 3 meters.
 OR0350
 OR0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0350
 OR0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0350.GEOID18 height accuracy estimate available here.
 OR0350
 OR0350.The vertical order pertains to the NGVD 29 superseded value.
 OR0350
 OR0350.Click photographs - Photos may exist for this station.
 OR0350
 OR0350;                    North         East    Units  Estimated Accuracy
 OR0350;SPC SD S     -   155,236.1     743,701.5     MT  (+/- 3 meters HH1 GPS) 
 OR0350
 OR0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP3626240519(NAD 83)
 OR0350
 OR0350                          SUPERSEDED SURVEY CONTROL
 OR0350
 OR0350  NGVD 29 (??/??/92)  475.814  (m)         1561.07   (f) ADJ UNCH       
 OR0350
 OR0350.Superseded values are not recommended for survey control.
 OR0350
 OR0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0350.See file dsdata.pdf to determine how the superseded data were derived.
 OR0350
 OR0350_MARKER: DR = REFERENCE MARK DISK
 OR0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0350_STAMPING: JACOB 1924
 OR0350_MARK LOGO: CGS
 OR0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0350+STABILITY: SURFACE MOTION
 OR0350
 OR0350  HISTORY     - Date     Condition        Report By
 OR0350  HISTORY     - 1924     MONUMENTED       CGS
 OR0350  HISTORY     - 1935     GOOD             CGS
 OR0350  HISTORY     - 1981     GOOD             NGS
 OR0350
 OR0350                          STATION DESCRIPTION
 OR0350
 OR0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0350'3.3 MI W FROM PLANKINTON.
 OR0350'ABOUT 3.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0350'PACIFIC RAILROAD FROM THE STATION AT PLANKINTON, AURORA COUNTY,
 OR0350'ABOUT 1/4 MILE WEST OF A DIRT-ROAD CROSSING, ABOUT 140 YARDS
 OR0350'WEST OF A WHISTLE POST, ABOUT 50 YARDS WEST OF TRAVERSE STATION
 OR0350'JACOB, DESCRIBED ABOVE, AND 48 FEET NORTH OF THE CENTER LINE
 OR0350'OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED JACOB
 OR0350'1924 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 OR0350'INCH ABOVE GROUND.
 OR0350
 OR0350                          STATION RECOVERY (1935)
 OR0350
 OR0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0350'RECOVERED IN GOOD CONDITION.
 OR0350
 OR0350                          STATION RECOVERY (1981)
 OR0350
 OR0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OR0350'5.0 KM ( 3.1 MI) WEST ALONG OLD HIGHWAY 16 FROM THE JUNCTION OF MAIN
 OR0350'STREET AND OLD HIGHWAY 16 IN PLANKINGTON 14.5 N (47.6 FT) NORTH OF
 OR0350'THE CENTER OF RAILROAD TRACK AND 0.3 N (1.0 FT) SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0812 ***********************************************************************
 OR0812  DESIGNATION -  JACOB RM 2
 OR0812  PID         -  OR0812
 OR0812  STATE/COUNTY-  SD/AURORA
 OR0812  COUNTRY     -  US
 OR0812  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR0812
 OR0812                         *CURRENT SURVEY CONTROL
 OR0812  ______________________________________________________________________
 OR0812* NAD 83(1986) POSITION- 43 43 00.     (N) 098 32 57.     (W)   SCALED
 OR0812* NAVD 88 ORTHO HEIGHT -   475.61  (+/-2cm)     1560.4   (feet) VERTCON3
 OR0812  ______________________________________________________________________
 OR0812  GEOID HEIGHT    -        -25.890 (meters)                     GEOID18
 OR0812  VERT ORDER      -  THIRD (See Below)
 OR0812
 OR0812.The horizontal coordinates were scaled from a map and have
 OR0812.an estimated accuracy of +/- 6 seconds.
 OR0812
 OR0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0812
 OR0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0812.GEOID18 height accuracy estimate available here.
 OR0812
 OR0812.The vertical order pertains to the NGVD 29 superseded value.
 OR0812
 OR0812.Click photographs - Photos may exist for this station.
 OR0812
 OR0812;                    North         East    Units  Estimated Accuracy
 OR0812;SPC SD S     -   155,220.      743,760.      MT  (+/- 180 meters Scaled)
 OR0812
 OR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP363405(NAD 83)
 OR0812
 OR0812                          SUPERSEDED SURVEY CONTROL
 OR0812
 OR0812  NGVD 29 (04/17/07)  475.28   (m)         1559.3    (f) RESET       3  
 OR0812
 OR0812.Superseded values are not recommended for survey control.
 OR0812
 OR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0812.See file dsdata.pdf to determine how the superseded data were derived.
 OR0812
 OR0812_MARKER: DR = REFERENCE MARK DISK
 OR0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0812_STAMPING: JACOB 1924 NO 2 1981
 OR0812_MARK LOGO: NGS
 OR0812_PROJECTION: FLUSH
 OR0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0812+STABILITY: SURFACE MOTION
 OR0812
 OR0812  HISTORY     - Date     Condition        Report By
 OR0812  HISTORY     - 1981     MONUMENTED       NGS
 OR0812
 OR0812                          STATION DESCRIPTION
 OR0812
 OR0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OR0812'5.0 KM (3.1 MI) WEST FROM PLANKINGTON.
 OR0812'5.0 KM (3.1 MI) WEST ALONG OLD HIGHWAY 16 FROM THE JUNCTION OF MAIN
 OR0812'STREET AND THE OLD HIGHWAY IN PLANKINGTON, 23.8 METERS (78.1 FEET)
 OR0812'NORTH OF THE CENTER OF THE OLD HIGHWAY, AND 11.1 METERS (36.4 FEET)
 OR0812'SOUTH OF THE CENTER OF THE RAILROAD TRACK.
 OR0812'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2252 ***********************************************************************
 PU2252  DESIGNATION -  JACOBY
 PU2252  PID         -  PU2252
 PU2252  STATE/COUNTY-  SD/MEADE
 PU2252  COUNTRY     -  US
 PU2252  USGS QUAD   -  BULL RUN CREEK (2017)
 PU2252
 PU2252                         *CURRENT SURVEY CONTROL
 PU2252  ______________________________________________________________________
 PU2252* NAD 83(1996) POSITION- 44 47 17.36575(N) 102 47 18.63019(W)   ADJUSTED
 PU2252* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 PU2252  ______________________________________________________________________
 PU2252  GEOID HEIGHT    -        -17.685 (meters)                     GEOID18
 PU2252  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC18
 PU2252  HORZ ORDER      -  SECOND
 PU2252
 PU2252.The horizontal coordinates were established by classical geodetic methods
 PU2252.and adjusted by the National Geodetic Survey in January 1998.
 PU2252
 PU2252.The orthometric height was scaled from a topographic map.
 PU2252
 PU2252.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2252.GEOID18 height accuracy estimate available here.
 PU2252
 PU2252.Click photographs - Photos may exist for this station.
 PU2252
 PU2252.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2252
 PU2252. The following values were computed from the NAD 83(1996) position.
 PU2252
 PU2252;                    North         East     Units Scale Factor Converg.
 PU2252;SPC SD N     -   109,901.899   379,381.018   MT  0.99994960   -1 58 24.7
 PU2252;SPC SD N     -   360,569.81  1,244,685.89   sFT  0.99994960   -1 58 24.7
 PU2252;UTM  13      - 4,961,796.847   674,940.834   MT  0.99997635   +1 33 30.1
 PU2252
 PU2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2252!SPC SD N     -   0.99987368  x   0.99994960  =   0.99982328
 PU2252!UTM  13      -   0.99987368  x   0.99997635  =   0.99985003
 PU2252
 PU2252:                Primary Azimuth Mark                     Grid Az
 PU2252:SPC SD N     -  JACOBY AZ MK                             228 40 51.1
 PU2252:UTM  13      -  JACOBY AZ MK                             225 08 56.3
 PU2252
 PU2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7494061796(NAD 83)
 PU2252
 PU2252|---------------------------------------------------------------------|
 PU2252| PID    Reference Object                     Distance      Geod. Az  |
 PU2252|                                                           dddmmss.s |
 PU2252| CQ4072 JACOBY RM 1                          19.503 METERS 04430     |
 PU2252| CQ4073 JACOBY RM 2                          18.922 METERS 17338     |
 PU2252| CQ4071 JACOBY AZ MK                                       2264226.4 |
 PU2252|---------------------------------------------------------------------|
 PU2252
 PU2252                          SUPERSEDED SURVEY CONTROL
 PU2252
 PU2252  NAD 83(1993)-  44 47 17.35826(N)    102 47 18.62971(W) AD(       ) 2
 PU2252  NAD 83(1986)-  44 47 17.35746(N)    102 47 18.62888(W) AD(       ) 2
 PU2252  NAD 27      -  44 47 17.39760(N)    102 47 17.02250(W) AD(       ) 2
 PU2252
 PU2252.Superseded values are not recommended for survey control.
 PU2252
 PU2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2252.See file dsdata.pdf to determine how the superseded data were derived.
 PU2252
 PU2252_MARKER: DS = TRIANGULATION STATION DISK
 PU2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2252_STAMPING: JACOBY 1951
 PU2252_MARK LOGO: CGS
 PU2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2252+STABILITY: SURFACE MOTION
 PU2252
 PU2252  HISTORY     - Date     Condition        Report By
 PU2252  HISTORY     - 1951     MONUMENTED       CGS
 PU2252  HISTORY     - 1962     GOOD             CGS
 PU2252
 PU2252                          STATION DESCRIPTION
 PU2252
 PU2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2252'THE STATION IS LOCATED ON LAND OWNED BY MR. FRANK JACOBY, ABOUT
 PU2252'3 MILES NORTH OF FAIRPOINT, ON THE SOUTH SIDE OF THE SOUTHWEST
 PU2252'1/4, SECTION 28, T 10 N, R 11 E, 0.1 MILE EAST OF A GRADED
 PU2252'ROAD, AND 22 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 PU2252'
 PU2252'TO REACH THE STATION FROM THE CROSSROADS JUST NORTH OF THE STORE
 PU2252'AND POST OFFICE IN FAIRPOINT, GO NORTH ON A GRADED ROAD FOR 2.8
 PU2252'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.5 MILE
 PU2252'TO A TRACK ROAD RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO
 PU2252'0.1 MILE TO THE TOP OF A MOUND AND THE STATION.
 PU2252'
 PU2252'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED JACOBY
 PU2252'1951.
 PU2252'
 PU2252'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE
 PU2252'TRACK ROAD.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PU2252'JACOBY NO 1 1951.
 PU2252'
 PU2252'REFERENCE MARK NO. 2 IS 75 FEET SOUTH OF THE CENTER OF THE TRACK
 PU2252'ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED JACOBY
 PU2252'NO 2 1951.
 PU2252'
 PU2252'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF THE GRADED
 PU2252'ROAD.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED JACOBY
 PU2252'1951.
 PU2252'
 PU2252'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2252'CYLINDERS.
 PU2252'
 PU2252'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PU2252
 PU2252                          STATION RECOVERY (1962)
 PU2252
 PU2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2252'THE ORIGINAL DESCRIPTION IS ADEQUATE.  A COMPLETE NEW DESCRIPTION
 PU2252'WITH ADDITIONS AND MINOR CORRECTIONS FOLLOWS.
 PU2252'
 PU2252'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 PU2252'MARK WERE RECOVERED AND WERE FOUND TO BE IN GOOD CONDITION,
 PU2252'AS DESCRIBED, EXCEPT THE AZIMUTH MARK MONUMENT HAS BEEN
 PU2252'MUTILATED BY HEAVY EQUIPMENT BUT WAS APPARENTLY UNDISTURBED
 PU2252'AND A SLIGHT DISCREPANCY IN THE DIRECTION TO REFERENCE MARKS
 PU2252'1 AND 2 WAS NOTED.  THE CURRENT OBSERVATIONS WERE VERIFIED.
 PU2252'
 PU2252'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF SULPHUR,
 PU2252'3 MILES NORTH OF FAIRPOINT AND 0.15 MILE EAST OF A NORTH-SOUTH
 PU2252'GRADED ROAD IN OPEN PASTURE LAND AND NEAR THE EAST EDGE OF A LOW
 PU2252'FLAT-TOPPED BUTTE.
 PU2252'
 PU2252'TO REACH FROM THE GENERAL STORE AND POST OFFICE AT FAIRPOINT, GO
 PU2252'NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.  CONTINUE
 PU2252'NORTH ALONG A GRADED ROAD FOR 2.9 MILES TO THE CREST OF A
 PU2252'SLIGHT RISE AND THE AZIMUTH MARK AS DESCRIBED BELOW.  CONTINUE
 PU2252'NORTH ALONG THE GRADED ROAD FOR 0.4 MILE TO THE CREST OF A
 PU2252'HILL AT A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD,
 PU2252'EAST, UP HILL FOR 0.15 MILE TO THE SUMMIT OF THE BUTTE AND THE
 PU2252'STATION.
 PU2252'
 PU2252'THE STATION MARK, A STANDARD DISK STAMPED JACOBY 1951, IS SET IN
 PU2252'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PU2252'4 INCHES ABOVE THE GROUND.  THE MARK IS 22 FEET SOUTH OF THE
 PU2252'CENTER OF THE TRACK ROAD.
 PU2252'
 PU2252'REFERENCE MARK 1, A STANDARD DISK STAMPED JACOBY NO 1 1951, IS
 PU2252'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PU2252'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 34 FEET NORTH OF THE
 PU2252'CENTER OF THE TRACK ROAD.
 PU2252'
 PU2252'REFERENCE MARK 2, A STANDARD DISK STAMPED JACOBY NO 2 1951, IS
 PU2252'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2252'THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 PU2252'
 PU2252'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACOBY 1951 SET IN
 PU2252'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PU2252'5 INCHES ABOVE THE GROUND.  IT IS ON THE EAST SLOPE OF
 PU2252'A HILL, 43 FEET WEST OF AND APPROXIMATELY 3 FEET HIGHER THAN THE
 PU2252'CENTER OF THE GRADED ROAD, APPROXIMATELY 80 FEET NORTHWEST OF
 PU2252'THE CREST OF THE RISE AT THE CENTERLINE OF THE INTERSECTION OF
 PU2252'A TRACK ROAD WEST AND THE GRADED ROAD, AND 66 FEET NORTH OF
 PU2252'THE CENTER OF THE TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1002 ***********************************************************************
 PT1002  DESIGNATION -  JACQUES
 PT1002  PID         -  PT1002
 PT1002  STATE/COUNTY-  SD/HUGHES
 PT1002  COUNTRY     -  US
 PT1002  USGS QUAD   -  ROUSSEAU (2017)
 PT1002
 PT1002                         *CURRENT SURVEY CONTROL
 PT1002  ______________________________________________________________________
 PT1002* NAD 83(1996) POSITION- 44 18 07.92516(N) 100 02 09.53717(W)   ADJUSTED
 PT1002* NAVD 88 ORTHO HEIGHT -   509.    (meters)     1670.    (feet) SCALED
 PT1002  ______________________________________________________________________
 PT1002  GEOID HEIGHT    -        -23.814 (meters)                     GEOID18
 PT1002  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 PT1002  HORZ ORDER      -  SECOND
 PT1002
 PT1002.The horizontal coordinates were established by classical geodetic methods
 PT1002.and adjusted by the National Geodetic Survey in January 1998.
 PT1002
 PT1002.The orthometric height was scaled from a topographic map.
 PT1002
 PT1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1002.GEOID18 height accuracy estimate available here.
 PT1002
 PT1002.Click photographs - Photos may exist for this station.
 PT1002
 PT1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1002
 PT1002. The following values were computed from the NAD 83(1996) position.
 PT1002
 PT1002;                    North         East     Units Scale Factor Converg.
 PT1002;SPC SD S     -   218,774.922   623,727.418   MT  0.99997811   +0 12 18.5
 PT1002;SPC SD S     -   717,764.06  2,046,345.70   sFT  0.99997811   +0 12 18.5
 PT1002;UTM  14      - 4,905,960.406   417,363.649   MT  0.99968398   -0 43 25.0
 PT1002
 PT1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1002!SPC SD S     -   0.99992388  x   0.99997811  =   0.99990199
 PT1002!UTM  14      -   0.99992388  x   0.99968398  =   0.99960788
 PT1002
 PT1002:                Primary Azimuth Mark                     Grid Az
 PT1002:SPC SD S     -  FORT GEORGE                              179 05 59.0
 PT1002:UTM  14      -  FORT GEORGE                              180 01 42.5
 PT1002
 PT1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1736305960(NAD 83)
 PT1002
 PT1002|---------------------------------------------------------------------|
 PT1002| PID    Reference Object                     Distance      Geod. Az  |
 PT1002|                                                           dddmmss.s |
 PT1002| PT1013 FORT GEORGE                         APPROX. 6.9 KM 1791817.5 |
 PT1002|---------------------------------------------------------------------|
 PT1002
 PT1002                          SUPERSEDED SURVEY CONTROL
 PT1002
 PT1002  NAD 83(1986)-  44 18 07.92196(N)    100 02 09.54233(W) AD(       ) 2
 PT1002  NAD 27      -  44 18 07.98400(N)    100 02 08.09900(W) AD(       ) 2
 PT1002  MORC        -  44 18 05.28000(N)    100 02 08.00000(W) AD(       ) 3
 PT1002
 PT1002.Superseded values are not recommended for survey control.
 PT1002
 PT1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1002.See file dsdata.pdf to determine how the superseded data were derived.
 PT1002
 PT1002_MARKER: Z = SEE DESCRIPTION
 PT1002_SETTING: 0 = UNSPECIFIED SETTING
 PT1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1002
 PT1002  HISTORY     - Date     Condition        Report By
 PT1002  HISTORY     - 1889     MONUMENTED       MORC
 PT1002
 PT1002                          STATION DESCRIPTION
 PT1002
 PT1002'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1002'JACQUES IS ON LEFT BANK, ON FIRST HIGH POINT BACK FROM RIVER,
 PT1002'WHICH IS THE HIGHEST OF SEVERAL JUST IN FRONT OF HIGHER
 PT1002'PLATEAU, 1 MILE BACK FROM RIVER, OPPOSITE MOUTH OF FORT
 PT1002'GEORGE CREEK, ONE-FOURTH MILE EAST FROM JUDY JACQUES HOUSE,
 PT1002'AND ONE-FOURTH OF A MILE NORTH FROM C.C. BARRYS SOD HOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0507 ***********************************************************************
 OQ0507  DESIGNATION -  JAMES
 OQ0507  PID         -  OQ0507
 OQ0507  STATE/COUNTY-  SD/HANSON
 OQ0507  COUNTRY     -  US
 OQ0507  USGS QUAD   -  RIVERSIDE (2017)
 OQ0507
 OQ0507                         *CURRENT SURVEY CONTROL
 OQ0507  ______________________________________________________________________
 OQ0507* NAD 83(1996) POSITION- 43 43 20.17452(N) 097 57 16.79944(W)   ADJUSTED
 OQ0507* NAVD 88 ORTHO HEIGHT -   398.581 (meters)     1307.68  (feet) ADJUSTED
 OQ0507  ______________________________________________________________________
 OQ0507  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 OQ0507  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 OQ0507  DYNAMIC HEIGHT  -        398.484 (meters)     1307.36  (feet) COMP
 OQ0507  MODELED GRAVITY -    980,364.5   (mgal)                       NAVD 88
 OQ0507
 OQ0507  HORZ ORDER      -  SECOND
 OQ0507  VERT ORDER      -  FIRST     CLASS II
 OQ0507
 OQ0507.The horizontal coordinates were established by classical geodetic methods
 OQ0507.and adjusted by the National Geodetic Survey in January 1998.
 OQ0507
 OQ0507.The orthometric height was determined by differential leveling and
 OQ0507.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0507.in June 1991.
 OQ0507
 OQ0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0507.GEOID18 height accuracy estimate available here.
 OQ0507
 OQ0507.Click photographs - Photos may exist for this station.
 OQ0507
 OQ0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0507
 OQ0507.The dynamic height is computed by dividing the NAVD 88
 OQ0507.geopotential number by the normal gravity value computed on the
 OQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0507.degrees latitude (g = 980.6199 gals.).
 OQ0507
 OQ0507.The modeled gravity was interpolated from observed gravity values.
 OQ0507
 OQ0507. The following values were computed from the NAD 83(1996) position.
 OQ0507
 OQ0507;                    North         East     Units Scale Factor Converg.
 OQ0507;SPC SD S     -   157,043.368   791,627.767   MT  0.99990851   +1 38 27.3
 OQ0507;SPC SD S     -   515,233.12  2,597,198.77   sFT  0.99990851   +1 38 27.3
 OQ0507;UTM  14      - 4,841,557.713   584,198.850   MT  0.99968720   +0 43 21.1
 OQ0507
 OQ0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0507!SPC SD S     -   0.99994160  x   0.99990851  =   0.99985011
 OQ0507!UTM  14      -   0.99994160  x   0.99968720  =   0.99962882
 OQ0507
 OQ0507:                Primary Azimuth Mark                     Grid Az
 OQ0507:SPC SD S     -  RIVERSIDE                                082 58 18.8
 OQ0507:UTM  14      -  RIVERSIDE                                083 53 25.0
 OQ0507
 OQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8419841557(NAD 83)
 OQ0507
 OQ0507|---------------------------------------------------------------------|
 OQ0507| PID    Reference Object                     Distance      Geod. Az  |
 OQ0507|                                                           dddmmss.s |
 OQ0507| OQ0505 RIVERSIDE                           APPROX. 2.7 KM 0843646.1 |
 OQ0507| OQ0508 JAMES RM                             74.279 METERS 25347     |
 OQ0507|---------------------------------------------------------------------|
 OQ0507
 OQ0507                          SUPERSEDED SURVEY CONTROL
 OQ0507
 OQ0507  NAD 83(1995)-  43 43 20.18914(N)    097 57 16.77797(W) AD(       ) 2
 OQ0507  NAD 83(1986)-  43 43 20.19358(N)    097 57 16.77804(W) AD(       ) 2
 OQ0507  NAD 27      -  43 43 20.25400(N)    097 57 15.50600(W) AD(       ) 2
 OQ0507  NGVD 29 (??/??/92)  398.290  (m)         1306.72   (f) ADJ UNCH    1 2
 OQ0507  NGVD 29             398.29   (m)         1306.7    (f) LEVELING    3  
 OQ0507
 OQ0507.Superseded values are not recommended for survey control.
 OQ0507
 OQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0507.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0507
 OQ0507_MARKER: DS = TRIANGULATION STATION DISK
 OQ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0507_STAMPING: JAMES 1924
 OQ0507_MARK LOGO: CGS
 OQ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0507+STABILITY: SURFACE MOTION
 OQ0507
 OQ0507  HISTORY     - Date     Condition        Report By
 OQ0507  HISTORY     - 1924     MONUMENTED       CGS
 OQ0507  HISTORY     - 1924     GOOD             CGS
 OQ0507  HISTORY     - 1935     GOOD             CGS
 OQ0507  HISTORY     - 1935     GOOD             CGS
 OQ0507  HISTORY     - 1951     GOOD             CGS
 OQ0507  HISTORY     - 1971     GOOD             USGS
 OQ0507
 OQ0507                          STATION DESCRIPTION
 OQ0507
 OQ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0507'THIS STATION IS ABOUT 3/8 MILE W OF THE VILLAGE OF RIVERSIDE,
 OQ0507'ON THE PROLONGATION OF THE TANGENT THROUGH RIVERSIDE.  IT IS
 OQ0507'ON THE RIGHT-OF-WAY OF THE CHICAGO ST. PAUL MINNEAPOLIS AND
 OQ0507'OMAHA RAILWAY, ABOUT 160 YARDS E OF BRIDGE NO. P-261 1/2.
 OQ0507'THE STATION IS ON AN EMBANKMENT ABOUT 16 FEET ABOVE THE TRACK
 OQ0507'LEVEL AND ABOUT 60 FEET N OF THE N RAIL.  THE REFERENCE MARK
 OQ0507'IS ABOUT 80 YARDS N OF THE STATION AGAINST A BARNYARD FENCE.
 OQ0507'
 OQ0507'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OQ0507'IN CONCRETE.
 OQ0507'
 OQ0507'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.8 METERS.
 OQ0507
 OQ0507                          STATION RECOVERY (1924)
 OQ0507
 OQ0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OQ0507'NEAR RIVERSIDE.
 OQ0507'ABOUT 3/8 MILE SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINEAPOLIS
 OQ0507'AND OMAHA RAILWAY FROM RIVERSIDE, HANSON COUNTY, ABOUT 160 YARDS
 OQ0507'NORTHEAST OF BRIDGE P 261-1/2, ABOUT 60 FEET NORTH OF THE
 OQ0507'NORTH RAIL, AND ABOUT 16 FEET HIGHER THAN THE TRACK.  A STANDARD
 OQ0507'TRIANGULATION-STATION DISK, STAMPED JAMES 1924 AND SET IN THE
 OQ0507'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OQ0507'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 OQ0507'IS NOW SOO LINE RAILROAD.
 OQ0507
 OQ0507                          STATION RECOVERY (1935)
 OQ0507
 OQ0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0507'STATION RECOVERED JUNE 6, 1935 AND FOUND TO BE IN GOOD CONDITION.
 OQ0507'PUBLISHED DESCRIPTIONS OF STATION AND REFERENCE MARKS ARE
 OQ0507'STILL GOOD.  STATION MARK IS ABOUT 40 FEET S OF N RIGHT-OF-WAY
 OQ0507'FENCE AND REFERENCE MARK IS ABOUT 5 FEET S OF N RIGHT-OF-WAY
 OQ0507'FENCE.
 OQ0507
 OQ0507                          STATION RECOVERY (1935)
 OQ0507
 OQ0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0507'RECOVERED IN GOOD CONDITION.
 OQ0507
 OQ0507                          STATION RECOVERY (1951)
 OQ0507
 OQ0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OQ0507'THE STATION MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 OQ0507'IN GOOD CONDITION, NO SEARCH WAS MADE FOR THE REFERENCE MARK
 OQ0507'DUE TO RAIN AND TALL WEEDS, HOWEVER, IT SHOULD BE IN THE
 OQ0507'ORIGINAL LOCATION, BUT PROBABLY COVERED OVER WITH A LOT OF
 OQ0507'BLOW DIRT.
 OQ0507
 OQ0507                          STATION RECOVERY (1971)
 OQ0507
 OQ0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLW)
 OQ0507'STA. AND REFERENCE MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 OQ0507'
 OQ0507'DISTANCE TO REF. MK. MISSED +3.28 FT.
 OQ0507'
 OQ0507'DIRECTION TO REF. MK. MISSED +3.85 IN.
 OQ0507'
 OQ0507'DIRECTION TO RIVERSIDE 1924 MISSED -1.61.
 OQ0507'
 OQ0507'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0508 ***********************************************************************
 OQ0508  DESIGNATION -  JAMES RM
 OQ0508  PID         -  OQ0508
 OQ0508  STATE/COUNTY-  SD/HANSON
 OQ0508  COUNTRY     -  US
 OQ0508  USGS QUAD   -  RIVERSIDE (2017)
 OQ0508
 OQ0508                         *CURRENT SURVEY CONTROL
 OQ0508  ______________________________________________________________________
 OQ0508* NAD 83(1986) POSITION- 43 43 19.50   (N) 097 57 19.99   (W)   HD_HELD1
 OQ0508* NAVD 88 ORTHO HEIGHT -   397.11  (+/-2cm)     1302.9   (feet) VERTCON3
 OQ0508  ______________________________________________________________________
 OQ0508  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 OQ0508  VERT ORDER      -  ? (See Below)
 OQ0508
 OQ0508.The horizontal coordinates were determined by differentially corrected
 OQ0508.hand held GPS observations or other comparable positioning techniques
 OQ0508.and have an estimated accuracy of +/- 3 meters.
 OQ0508
 OQ0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0508
 OQ0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0508.GEOID18 height accuracy estimate available here.
 OQ0508
 OQ0508.The vertical order pertains to the NGVD 29 superseded value.
 OQ0508
 OQ0508.Click photographs - Photos may exist for this station.
 OQ0508
 OQ0508;                    North         East    Units  Estimated Accuracy
 OQ0508;SPC SD S     -   157,020.5     791,557.0     MT  (+/- 3 meters HH1 GPS) 
 OQ0508
 OQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8412741536(NAD 83)
 OQ0508
 OQ0508                          SUPERSEDED SURVEY CONTROL
 OQ0508
 OQ0508  NGVD 29 (??/??/92)  396.820  (m)         1301.90   (f) ADJ UNCH       
 OQ0508
 OQ0508.Superseded values are not recommended for survey control.
 OQ0508
 OQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0508.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0508
 OQ0508_MARKER: DR = REFERENCE MARK DISK
 OQ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0508_STAMPING: JAMES 1924
 OQ0508_MARK LOGO: CGS
 OQ0508_PROJECTION: FLUSH
 OQ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0508+STABILITY: SURFACE MOTION
 OQ0508
 OQ0508  HISTORY     - Date     Condition        Report By
 OQ0508  HISTORY     - 1924     MONUMENTED       CGS
 OQ0508  HISTORY     - 1935     GOOD             CGS
 OQ0508
 OQ0508                          STATION DESCRIPTION
 OQ0508
 OQ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0508'NEAR RIVERSIDE.
 OQ0508'ABOUT 3/8 MILE SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0508'AND OMAHA RAILWAY FROM RIVERSIDE, HANSON COUNTY, ABOUT 79 YARDS
 OQ0508'NORTHEAST OF BRIDGE P 261-1/2, ABOUT 81 YARDS WEST OF TRAVERSE
 OQ0508'STATION JAMES, DESCRIBED ABOVE, NORTH OF THE TRACK, AND AT
 OQ0508'A BARNYARD FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 OQ0508'JAMES 1924 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 OQ0508'WITH THE GROUND.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0508'AND OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0508
 OQ0508                          STATION RECOVERY (1935)
 OQ0508
 OQ0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0791 ***********************************************************************
 OS0791  DESIGNATION -  JARVIS
 OS0791  PID         -  OS0791
 OS0791  STATE/COUNTY-  SD/JACKSON
 OS0791  COUNTRY     -  US
 OS0791  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0791
 OS0791                         *CURRENT SURVEY CONTROL
 OS0791  ______________________________________________________________________
 OS0791* NAD 83(1996) POSITION- 43 49 50.22237(N) 101 57 46.58766(W)   ADJUSTED
 OS0791* NAVD 88 ORTHO HEIGHT -   831.    (meters)     2726.    (feet) SCALED
 OS0791  ______________________________________________________________________
 OS0791  GEOID HEIGHT    -        -19.953 (meters)                     GEOID18
 OS0791  LAPLACE CORR    -         -8.89  (seconds)                    DEFLEC18
 OS0791  HORZ ORDER      -  SECOND
 OS0791
 OS0791.The horizontal coordinates were established by classical geodetic methods
 OS0791.and adjusted by the National Geodetic Survey in January 1998.
 OS0791
 OS0791.The orthometric height was scaled from a topographic map.
 OS0791
 OS0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0791.GEOID18 height accuracy estimate available here.
 OS0791
 OS0791.Click photographs - Photos may exist for this station.
 OS0791
 OS0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0791
 OS0791. The following values were computed from the NAD 83(1996) position.
 OS0791
 OS0791;                    North         East     Units Scale Factor Converg.
 OS0791;SPC SD S     -   167,621.953   468,943.820   MT  0.99991371   -1 07 27.1
 OS0791;SPC SD S     -   549,939.69  1,538,526.52   sFT  0.99991371   -1 07 27.1
 OS0791;UTM  14      - 4,857,327.961   261,769.583   MT  1.00029811   -2 03 10.4
 OS0791;UTM  13      - 4,857,544.258   744,189.981   MT  1.00033348   +2 06 15.4
 OS0791
 OS0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0791!SPC SD S     -   0.99987277  x   0.99991371  =   0.99978649
 OS0791!UTM  14      -   0.99987277  x   1.00029811  =   1.00017084
 OS0791!UTM  13      -   0.99987277  x   1.00033348  =   1.00020620
 OS0791
 OS0791:                Primary Azimuth Mark                     Grid Az
 OS0791:SPC SD S     -  JARVIS AZ MK                             005 32 01.4
 OS0791:UTM  14      -  JARVIS AZ MK                             006 27 44.7
 OS0791:UTM  13      -  JARVIS AZ MK                             002 18 18.9
 OS0791
 OS0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6176957327(NAD 83)
 OS0791
 OS0791|---------------------------------------------------------------------|
 OS0791| PID    Reference Object                     Distance      Geod. Az  |
 OS0791|                                                           dddmmss.s |
 OS0791| CQ4077 JARVIS AZ MK                                       0042434.3 |
 OS0791| CQ4078 JARVIS RM 1                          17.498 METERS 25003     |
 OS0791| CQ4079 JARVIS RM 2                          17.271 METERS 33409     |
 OS0791|---------------------------------------------------------------------|
 OS0791
 OS0791                          SUPERSEDED SURVEY CONTROL
 OS0791
 OS0791  NAD 83(1995)-  43 49 50.21473(N)    101 57 46.59012(W) AD(       ) 2
 OS0791  NAD 83(1986)-  43 49 50.21489(N)    101 57 46.58985(W) AD(       ) 2
 OS0791  NAD 27      -  43 49 50.24470(N)    101 57 45.04810(W) AD(       ) 2
 OS0791
 OS0791.Superseded values are not recommended for survey control.
 OS0791
 OS0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0791.See file dsdata.pdf to determine how the superseded data were derived.
 OS0791
 OS0791_MARKER: DS = TRIANGULATION STATION DISK
 OS0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0791_STAMPING: JARVIS 1961
 OS0791_MARK LOGO: CGS
 OS0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0791+STABILITY: SURFACE MOTION
 OS0791
 OS0791  HISTORY     - Date     Condition        Report By
 OS0791  HISTORY     - 1961     MONUMENTED       CGS
 OS0791
 OS0791                          STATION DESCRIPTION
 OS0791
 OS0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0791'LOCATED, AIRLINE, ABOUT 10 MILES SOUTH-SOUTHWEST OF COTTONWOOD,
 OS0791'7-1/4 MILES NORTH OF INTERIOR, AND 3-1/4 MILES WEST-SOUTHWEST OF
 OS0791'CACTUS FLAT IN SECTION 33, T 2 S, R 18 E, ON THE POINT OF A HIGH,
 OS0791'ERODED, BLUFF ON THE EAST EDGE OF A PASTURE.
 OS0791'
 OS0791'TO REACH FROM THE STORE AND SERVICE STATION IN CACTUS FLAT GO WEST
 OS0791'ON U.S. HIGHWAY 16A ABOUT 300 FEET TO A FORK, RIGHT, ON A CURVE TO
 OS0791'THE SOUTH.  TAKE THE RIGHT FORK AND CONTINUE WEST 0.2 MILE TO A
 OS0791'CROSS ROAD.  PROCEED WEST ON GRAVEL ROAD 1.9 MILES TO A FORK
 OS0791'STRAIGHT WEST ON A CURVE TO THE SOUTH.  CONTINUE WEST 0.1 MILE
 OS0791'TO A CROSS ROAD AND CATTLE GUARD ON THE RIGHT.  TURN RIGHT,
 OS0791'NORTH, ACROSS THE CATTLE GUARD THEN IMMEDIATELY WEST TO A GATE.
 OS0791'PASS THROUGH GATE AND FOLLOW OLD TRACK ROAD STRAIGHT WEST 1.1
 OS0791'MILES TO THE TOP OF A LOW KNOLL WHERE THE ROAD TURNS SOUTH
 OS0791'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ALONG
 OS0791'THE WEST EDGE OF THE BLUFF 0.4 MILE TO THE HIGHEST POINT AND THE
 OS0791'STATION.
 OS0791'
 OS0791'THE STATION MARK, A STANDARD DISK STAMPED JARVIS 1961 SET IN THE
 OS0791'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 1 INCH ABOVE
 OS0791'GROUND, IS ABOUT 8 FEET WEST OF THE TOP EDGE OF THE BLUFF.
 OS0791'
 OS0791'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED JARVIS NO 1 1961
 OS0791'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH
 OS0791'THE GROUND, IS 6 FEET NORTH OF THE TOP OF THE BLUFF AND ABOUT
 OS0791'2-1/2 FEET LOWER THAN THE STATION.
 OS0791'
 OS0791'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED JARVIS NO 2 1961
 OS0791'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 OS0791'2 INCHES ABOVE GROUND, IS ABOUT 2 FEET LOWER THAN THE STATION.
 OS0791'
 OS0791'THE AZIMUTH MARK, A STANDARD DISK STAMPED JARVIS 1961 SET IN THE
 OS0791'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH THE GROUND,
 OS0791'IS ABOUT 12 FEET WEST OF THE CENTER OF THE TRACK ROAD TO THE
 OS0791'STATION.
 OS0791'
 OS0791'THE POINT OF THE BLUFF ON WHICH THE STATION IS LOCATED FORMS
 OS0791'A NATURAL PICTURE POINT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0695 ***********************************************************************
 QR0695  DESIGNATION -  JAVA WT
 QR0695  PID         -  QR0695
 QR0695  STATE/COUNTY-  SD/WALWORTH
 QR0695  COUNTRY     -  US
 QR0695  USGS QUAD   -  JAVA (2017)
 QR0695
 QR0695                         *CURRENT SURVEY CONTROL
 QR0695  ______________________________________________________________________
 QR0695* NAD 83(1996) POSITION- 45 30 09.85486(N) 099 53 10.78281(W)   ADJUSTED
 QR0695  ______________________________________________________________________
 QR0695  GEOID HEIGHT    -        -22.471 (meters)                     GEOID18
 QR0695  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 QR0695  HORZ ORDER      -  THIRD
 QR0695
 QR0695.The horizontal coordinates were established by classical geodetic methods
 QR0695.and adjusted by the National Geodetic Survey in January 1998.
 QR0695
 QR0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0695.GEOID18 height accuracy estimate available here.
 QR0695
 QR0695.Click photographs - Photos may exist for this station.
 QR0695
 QR0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0695
 QR0695. The following values were computed from the NAD 83(1996) position.
 QR0695
 QR0695;                    North         East     Units Scale Factor Converg.
 QR0695;SPC SD N     -   185,518.583   608,883.641   MT  0.99997015   +0 04 49.6
 QR0695;SPC SD N     -   608,655.55  1,997,645.75   sFT  0.99997015   +0 04 49.6
 QR0695;UTM  14      - 5,039,182.656   430,757.385   MT  0.99965895   -0 37 56.0
 QR0695
 QR0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3075739182(NAD 83)
 QR0695
 QR0695                          SUPERSEDED SURVEY CONTROL
 QR0695
 QR0695  NAD 83(1986)-  45 30 09.84326(N)    099 53 10.78196(W) AD(       ) 3
 QR0695  NAD 27      -  45 30 09.87781(N)    099 53 09.36252(W) AD(       ) 3
 QR0695
 QR0695.Superseded values are not recommended for survey control.
 QR0695
 QR0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0695.See file dsdata.pdf to determine how the superseded data were derived.
 QR0695
 QR0695_MARKER: 53 = ELEVATED TANK
 QR0695
 QR0695  HISTORY     - Date     Condition        Report By
 QR0695  HISTORY     - 1964     FIRST OBSERVED   USGS
 QR0695
 QR0695                          STATION DESCRIPTION
 QR0695
 QR0695'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QR0695'LOCATED IN THE CENTER OF TOWN, IT IS A STANDARD 3 - SECTION, 4 LEGGED
 QR0695'WATER TANK WITH A WEATHER VANE ATOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1838 ***********************************************************************
 NM1838  DESIGNATION -  JEFFERSON MUNICIPAL TANK
 NM1838  PID         -  NM1838
 NM1838  STATE/COUNTY-  SD/UNION
 NM1838  COUNTRY     -  US
 NM1838  USGS QUAD   -  JEFFERSON (2017)
 NM1838
 NM1838                         *CURRENT SURVEY CONTROL
 NM1838  ______________________________________________________________________
 NM1838* NAD 83(1996) POSITION- 42 36 09.38901(N) 096 33 29.71966(W)   ADJUSTED
 NM1838  ______________________________________________________________________
 NM1838  GEOID HEIGHT    -        -25.836 (meters)                     GEOID18
 NM1838  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 NM1838  HORZ ORDER      -  THIRD
 NM1838
 NM1838.The horizontal coordinates were established by classical geodetic methods
 NM1838.and adjusted by the National Geodetic Survey in January 1998.
 NM1838
 NM1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1838.GEOID18 height accuracy estimate available here.
 NM1838
 NM1838.Click photographs - Photos may exist for this station.
 NM1838
 NM1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1838
 NM1838. The following values were computed from the NAD 83(1996) position.
 NM1838
 NM1838;                    North         East     Units Scale Factor Converg.
 NM1838;SPC SD S     -    36,954.728   909,712.536   MT  1.00006259   +2 36 15.3
 NM1838;SPC SD S     -   121,242.30  2,984,615.21   sFT  1.00006259   +2 36 15.3
 NM1838;UTM  14      - 4,719,576.708   700,305.521   MT  1.00009366   +1 39 12.2
 NM1838
 NM1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0030519576(NAD 83)
 NM1838
 NM1838                          SUPERSEDED SURVEY CONTROL
 NM1838
 NM1838  NAD 83(1995)-  42 36 09.38896(N)    096 33 29.71971(W) AD(       ) 3
 NM1838  NAD 83(1986)-  42 36 09.39258(N)    096 33 29.71642(W) AD(       ) 3
 NM1838  NAD 27      -  42 36 09.42200(N)    096 33 28.60100(W) AD(       ) 3
 NM1838
 NM1838.Superseded values are not recommended for survey control.
 NM1838
 NM1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1838.See file dsdata.pdf to determine how the superseded data were derived.
 NM1838
 NM1838_MARKER: 53 = ELEVATED TANK
 NM1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1838+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NM1838
 NM1838  HISTORY     - Date     Condition        Report By
 NM1838  HISTORY     - 1940     FIRST OBSERVED   CGS
 NM1838  HISTORY     - 1948     GOOD             CGS
 NM1838  HISTORY     - 20120725 GOOD             GEOCAC
 NM1838
 NM1838                          STATION DESCRIPTION
 NM1838
 NM1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1838'JEFFERSON MUNICIPAL TANK IS IN THE MAIN PART OF TOWN ON THE
 NM1838'NORTH SIDE OF U.S. ROUTE NO. 77, AT THE BACK OF AND JUST NORTH
 NM1838'OF THE CITY FIRE HALL AND POLICE STATION.
 NM1838'
 NM1838'TANK AND SUPPORTING TOWER IS BUILT OF STRUCTUAL STEEL, PAINTED
 NM1838'ALUMINUM, WITH JEFFERSON PRINTED IN LARGE BLACK LETTERS ON
 NM1838'THE SOUTH SIDE.  ENTIRE STRUCTURE IS ABOUT 150 FEET HIGH
 NM1838'AND HAS A STEEL BALL CENTERED AT THE TOP.
 NM1838
 NM1838                          STATION RECOVERY (1948)
 NM1838
 NM1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1838'THE STATION IS LOCATED IN THE TOWN OF JEFFERSON, ABOUT 1/2
 NM1838'BLOCK SOUTHEAST OF THE POST OFFICE.  IT IS A 4 LEGGED STEEL
 NM1838'STRUCTURE, ABOUT 120 FEET HIGH, AND IS 34 FEET SQUARE AT THE
 NM1838'BASE.  IT IS PAINTED SILVER.
 NM1838'
 NM1838'THE POINT INTERSECTED WAS THE BALL FINIAL.
 NM1838
 NM1838                          STATION RECOVERY (2012)
 NM1838
 NM1838'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM1838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1839 ***********************************************************************
 NM1839  DESIGNATION -  JEFFERSON ST PETERS CATH CH
 NM1839  PID         -  NM1839
 NM1839  STATE/COUNTY-  SD/UNION
 NM1839  COUNTRY     -  US
 NM1839  USGS QUAD   -  JEFFERSON (2017)
 NM1839
 NM1839                         *CURRENT SURVEY CONTROL
 NM1839  ______________________________________________________________________
 NM1839* NAD 83(1996) POSITION- 42 36 14.65195(N) 096 33 37.66513(W)   ADJUSTED
 NM1839  ______________________________________________________________________
 NM1839  GEOID HEIGHT    -        -25.831 (meters)                     GEOID18
 NM1839  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 NM1839  HORZ ORDER      -  THIRD
 NM1839
 NM1839.The horizontal coordinates were established by classical geodetic methods
 NM1839.and adjusted by the National Geodetic Survey in January 1998.
 NM1839
 NM1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1839.GEOID18 height accuracy estimate available here.
 NM1839
 NM1839.Click photographs - Photos may exist for this station.
 NM1839
 NM1839.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1839
 NM1839. The following values were computed from the NAD 83(1996) position.
 NM1839
 NM1839;                    North         East     Units Scale Factor Converg.
 NM1839;SPC SD S     -    37,108.741   909,524.214   MT  1.00006215   +2 36 09.8
 NM1839;SPC SD S     -   121,747.59  2,983,997.36   sFT  1.00006215   +2 36 09.8
 NM1839;UTM  14      - 4,719,733.830   700,119.775   MT  1.00009274   +1 39 07.0
 NM1839
 NM1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0011919733(NAD 83)
 NM1839
 NM1839                          SUPERSEDED SURVEY CONTROL
 NM1839
 NM1839  NAD 83(1995)-  42 36 14.65189(N)    096 33 37.66525(W) AD(       ) 3
 NM1839  NAD 83(1986)-  42 36 14.65549(N)    096 33 37.66200(W) AD(       ) 3
 NM1839  NAD 27      -  42 36 14.67500(N)    096 33 36.54700(W) AD(       ) 3
 NM1839
 NM1839.Superseded values are not recommended for survey control.
 NM1839
 NM1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1839.See file dsdata.pdf to determine how the superseded data were derived.
 NM1839
 NM1839_MARKER: 91 = CHURCH CROSS
 NM1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1839+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NM1839
 NM1839  HISTORY     - Date     Condition        Report By
 NM1839  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1839  HISTORY     - 20120725 GOOD             GEOCAC
 NM1839
 NM1839                          STATION DESCRIPTION
 NM1839
 NM1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1839'THE STATION IS LOCATED IN THE TOWN OF JEFFERSON, ABOUT 2 BLOCKS
 NM1839'NORTH OF THE POST OFFICE.  IT IS A WHITE CROSS ON THE TOP
 NM1839'OF A STEEPLE WHICH SETS ON TOP OF A LARGE BRICK STRUCTURE.
 NM1839'IT IS ABOUT 120 FEET HIGH.
 NM1839'
 NM1839'THE POINT INTERSECTED WAS THE TOP OF THE CROSS.
 NM1839
 NM1839                          STATION RECOVERY (2012)
 NM1839
 NM1839'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM1839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2083 ***********************************************************************
 NM2083  DESIGNATION -  JENSEN
 NM2083  PID         -  NM2083
 NM2083  STATE/COUNTY-  SD/YANKTON
 NM2083  COUNTRY     -  US
 NM2083  USGS QUAD   -  MISSION HILL (2017)
 NM2083
 NM2083                         *CURRENT SURVEY CONTROL
 NM2083  ______________________________________________________________________
 NM2083* NAD 83(1986) POSITION- 42 52 35.     (N) 097 22 17.     (W)   SCALED
 NM2083* NAVD 88 ORTHO HEIGHT -   359.920 (meters)     1180.84  (feet) ADJUSTED
 NM2083  ______________________________________________________________________
 NM2083  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 NM2083  DYNAMIC HEIGHT  -        359.817 (meters)     1180.50  (feet) COMP
 NM2083  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 NM2083
 NM2083  VERT ORDER      -  FIRST     CLASS II
 NM2083
 NM2083.The horizontal coordinates were scaled from a map and have
 NM2083.an estimated accuracy of +/- 6 seconds.
 NM2083
 NM2083.The orthometric height was determined by differential leveling and
 NM2083.adjusted by the NATIONAL GEODETIC SURVEY
 NM2083.in June 1994.
 NM2083
 NM2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2083.GEOID18 height accuracy estimate available here.
 NM2083
 NM2083.Click photographs - Photos may exist for this station.
 NM2083
 NM2083.The dynamic height is computed by dividing the NAVD 88
 NM2083.geopotential number by the normal gravity value computed on the
 NM2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2083.degrees latitude (g = 980.6199 gals.).
 NM2083
 NM2083.The modeled gravity was interpolated from observed gravity values.
 NM2083
 NM2083;                    North         East    Units  Estimated Accuracy
 NM2083;SPC SD S     -    64,640.      841,950.      MT  (+/- 180 meters Scaled)
 NM2083
 NM2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN330483(NAD 83)
 NM2083
 NM2083                          SUPERSEDED SURVEY CONTROL
 NM2083
 NM2083.No superseded survey control is available for this station.
 NM2083
 NM2083_MARKER: DS = TRIANGULATION STATION DISK
 NM2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2083_STAMPING: JENSEN 1993
 NM2083_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2083+STABILITY: SURFACE MOTION
 NM2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2083+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM2083
 NM2083  HISTORY     - Date     Condition        Report By
 NM2083  HISTORY     - 1993     MONUMENTED       SD3070
 NM2083  HISTORY     - 19930908 GOOD             NGS
 NM2083  HISTORY     - 20120322 GOOD             INDIV
 NM2083
 NM2083                          STATION DESCRIPTION
 NM2083
 NM2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2083'2.1 KM (1.30 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM2083'IN YANKTON, 33.6 M (110.2 FT) SOUTHWEST OF UTILITY POLE NUMBER 4083C,
 NM2083'6.5 M (21.3 FT) SOUTHWEST OF A MANHOLE COVER, 5.2 M (17.1 FT)
 NM2083'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 NM2083'2.2 M (7.2 FT) SOUTHEAST OF A WITNESS POST AND CHAIN-LINK FENCE
 NM2083'ENCLOSING THE JENSEN STEEL AND PIPE COMPANY, 0.2 M (0.7 FT) ABOVE THE
 NM2083'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NM2083'SURFACE.
 NM2083
 NM2083                          STATION RECOVERY (2012)
 NM2083
 NM2083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0859 ***********************************************************************
 PR0859  DESIGNATION -  JESKA RESET
 PR0859  PID         -  PR0859
 PR0859  STATE/COUNTY-  SD/BROOKINGS
 PR0859  COUNTRY     -  US
 PR0859  USGS QUAD   -  LAKE SINAI (2017)
 PR0859
 PR0859                         *CURRENT SURVEY CONTROL
 PR0859  ______________________________________________________________________
 PR0859* NAD 83(1996) POSITION- 44 18 39.96691(N) 097 05 48.50280(W)   ADJUSTED
 PR0859* NAVD 88 ORTHO HEIGHT -   561.7   (meters)     1843.    (feet) VERTCON3
 PR0859  ______________________________________________________________________
 PR0859  GEOID HEIGHT    -        -25.206 (meters)                     GEOID18
 PR0859  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 PR0859  HORZ ORDER      -  FIRST
 PR0859
 PR0859.The horizontal coordinates were established by classical geodetic methods
 PR0859.and adjusted by the National Geodetic Survey in January 1998.
 PR0859
 PR0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0859
 PR0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0859.GEOID18 height accuracy estimate available here.
 PR0859
 PR0859.Click photographs - Photos may exist for this station.
 PR0859
 PR0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0859
 PR0859. The following values were computed from the NAD 83(1996) position.
 PR0859
 PR0859;                    North         East     Units Scale Factor Converg.
 PR0859;SPC SD N     -    57,244.203   831,589.374   MT  1.00002190   +2 03 16.9
 PR0859;SPC SD N     -   187,808.69  2,728,306.14   sFT  1.00002190   +2 03 16.9
 PR0859;SPC SD S     -   224,752.085   858,158.733   MT  0.99997998   +2 13 57.8
 PR0859;SPC SD S     -   737,374.13  2,815,475.78   sFT  0.99997998   +2 13 57.8
 PR0859;UTM  14      - 4,908,188.554   651,788.015   MT  0.99988335   +1 19 47.1
 PR0859
 PR0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0859!SPC SD N     -   0.99991589  x   1.00002190  =   0.99993779
 PR0859!SPC SD S     -   0.99991589  x   0.99997998  =   0.99989587
 PR0859!UTM  14      -   0.99991589  x   0.99988335  =   0.99979925
 PR0859
 PR0859:                Primary Azimuth Mark                     Grid Az
 PR0859:SPC SD N     -  JESKA AZ MK                              269 39 37.8
 PR0859:SPC SD S     -  JESKA AZ MK                              269 28 56.9
 PR0859:UTM  14      -  JESKA AZ MK                              270 23 07.6
 PR0859
 PR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5178808188(NAD 83)
 PR0859
 PR0859|---------------------------------------------------------------------|
 PR0859| PID    Reference Object                     Distance      Geod. Az  |
 PR0859|                                                           dddmmss.s |
 PR0859| AB7519 JESKA RM 2                           34.604 METERS 00301     |
 PR0859| AB6208 JESKA RM 4                                         04332     |
 PR0859| CO5705 JESKA RM 3                           26.219 METERS 26201     |
 PR0859| AB6197 JESKA AZ MK                                        2714254.7 |
 PR0859| CO5704 JESKA RM                                           27241     |
 PR0859| PR0868 ROUND CHURCH SPIRE                  APPROX.10.6 KM 2750103.4 |
 PR0859| PR0867 ARLINGTON BAP CH SPIRE              APPROX. 6.6 KM 3303301.2 |
 PR0859| PR0866 ARLINGTON CHRISTIAN CH SPIRE        APPROX. 6.5 KM 3310349.0 |
 PR0859| PR0864 ARLINGTON METH CH SQUARE SPIRE      APPROX. 6.5 KM 3313029.2 |
 PR0859| PR0861 ARLINGTON MUNICIPAL TANK            APPROX. 6.5 KM 3321438.6 |
 PR0859|---------------------------------------------------------------------|
 PR0859
 PR0859                          SUPERSEDED SURVEY CONTROL
 PR0859
 PR0859  NAD 83(1986)-  44 18 39.96454(N)    097 05 48.47800(W) AD(       ) 1
 PR0859  NAD 27      -  44 18 40.06966(N)    097 05 47.24481(W) AD(       ) 1
 PR0859  USSD        -  44 18 40.24300(N)    097 05 47.68000(W) AD(       ) 3
 PR0859  NGVD 29 (07/19/86)  561.4    (m)         1842.     (f) VERT ANG       
 PR0859
 PR0859.Superseded values are not recommended for survey control.
 PR0859
 PR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0859.See file dsdata.pdf to determine how the superseded data were derived.
 PR0859
 PR0859_MARKER: DS = TRIANGULATION STATION DISK
 PR0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0859_STAMPING: JESKA 1903
 PR0859_MARK LOGO: CGS
 PR0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0859+STABILITY: SURFACE MOTION
 PR0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0859+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 PR0859
 PR0859  HISTORY     - Date     Condition        Report By
 PR0859  HISTORY     - 1949     MONUMENTED       CGS
 PR0859  HISTORY     - 1968     GOOD             USGS
 PR0859  HISTORY     - 1976     GOOD             NGS
 PR0859  HISTORY     - 19940922 GOOD             NGS
 PR0859
 PR0859                          STATION DESCRIPTION
 PR0859
 PR0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0859'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE STATION MARK
 PR0859'WAS FOUND CHIPPED BY FARM IMPLEMENTS, IT WAS REMARKED WITH A
 PR0859'STANDARD STATION DISK, AND THE REFERENCE MARK WAS NOT FOUND.
 PR0859'
 PR0859'AN AZIMUTH MARK AND REFERENCE MARKS NO. 2 AND 3 WERE SET.  A
 PR0859'NEW DESCRIPTION FOLLOWS.
 PR0859'
 PR0859'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH AND 1-1/2 MILES
 PR0859'EAST OF ARLINGTON ON A PROMINENT KNOLL AT THE NORTH EDGE OF
 PR0859'A CULTIVATED FIELD.  IT IS 68 FEET SOUTH OF THE CENTERLINE
 PR0859'OF A GRAVELED ROAD, AND 35 FEET SOUTH OF AN EAST-WEST FENCE
 PR0859'LINE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 PR0859'AND THE DISK IS STAMPED JESKA 1903.
 PR0859'
 PR0859'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE CENTERLINE OF THE
 PR0859'ROAD AND 12 FEET NORTH OF AN EAST-WEST FENCE.  THE MARK IS
 PR0859'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR0859'JESKA NO 2 1949.
 PR0859'
 PR0859'REFERENCE MARK NO. 3 IS 79 FEET SOUTH OF THE CENTERLINE OF THE
 PR0859'ROAD AND 47 FEET SOUTH OF THE FENCE LINE.  THE MARK IS SET FLUSH
 PR0859'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED JESKA
 PR0859'NO 3 1949.
 PR0859'
 PR0859'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 PR0859'ROAD, 36 FEET EAST OF THE CENTERLINE OF A DIRT SECTION LINE
 PR0859'ROAD, AND 2 FEET EAST OF A POWER POLE.  THE MARK PROJECTS
 PR0859'6 INCHES AND THE DISK IS STAMPED JESKA 1949.
 PR0859'
 PR0859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 PR0859'AND 14, ABOUT 3 MILES SOUTH OF ARLINGTON, GO SOUTH ON U.S.
 PR0859'HIGHWAY 81 FOR 1 MILE TO A CROSSROADS.  TURN LEFT AND GO
 PR0859'EAST ON A GRAVELED ROAD FOR 1 MILE TO THE AZIMUTH MARK ON THE LEFT
 PR0859'AS DESCRIBED.  CONTINUE ON EAST FOR 0.6 MILE TO THE STATION
 PR0859'ON THE RIGHT AS DESCRIBED.
 PR0859'
 PR0859'OBSERVATIONS MADE FROM A 64 FEET STEEL TOWER.
 PR0859
 PR0859                          STATION RECOVERY (1968)
 PR0859
 PR0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0859'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND
 PR0859'IN GOOD CONDITION AS DESCRIBED.
 PR0859'
 PR0859'THE OLD DESCRIPTION IS ADEQUATE.
 PR0859
 PR0859                          STATION RECOVERY (1976)
 PR0859
 PR0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PR0859'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 PR0859'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND
 PR0859'DISTURBED, IT HAD BEEN BUMPED BY FARM MACHINERY.  REFERENCE MARK
 PR0859'NO. 4 WAS SET, AND THE DISK WAS REMOVED FROM REFERENCE MARK NO. 3
 PR0859'AT THIS TIME.
 PR0859'
 PR0859'A NEW DESCRIPTION FOLLOWS--
 PR0859'
 PR0859'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH AND 1-1/2 MILES
 PR0859'EAST OF ARLINGTON ON A PROMINENT KNOLL IN A CULTIVATED FIELD ALONG
 PR0859'THE SOUTH SIDE OF A GRADED ROAD, ON PROPERTY OF MR. CLARENCE
 PR0859'CHRISTENSON WHO LIVES ABOUT 1/2 MILE SOUTHWEST OF THE STATION.
 PR0859'
 PR0859'THE STATION MARK IS A STANDARD DISK STAMPED JESKA 1903, SET IN THE
 PR0859'TOP OF AN IRREGULAR SHAPED CONCRETE MONUMENT FLUSH WITH THE
 PR0859'GROUND.  IT IS 68 FEET SOUTH OF THE CENTER OF THE GRADED ROAD,
 PR0859'49 FEET SOUTHWEST OF A METAL WITNESS POST, AND 36 FEET SOUTH OF A
 PR0859'FENCE.
 PR0859'
 PR0859'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JESKA NO 2 1949,
 PR0859'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 2-INCHES BELOW GROUND
 PR0859'SURFACE.  IT IS 47 FEET NORTH OF THE CENTER OF THE ROAD, 93 FEET
 PR0859'WEST OF A T FENCE CORNER, AND 12 FEET NORTH OF A FENCE AND METAL
 PR0859'WITNESS POST.  IT IS IN PASTURE LAND ON PROPERTY OF MR. ED OLSON.
 PR0859'
 PR0859'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED JESKA 1903 NO 4
 PR0859'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PR0859'GROUND.  IT IS 31 FEET SOUTH OF THE CENTER OF THE ROAD, 1-FOOT
 PR0859'NORTH OF A FENCE, AND 1.2 FEET EAST OF A METAL WITNESS POST.
 PR0859'
 PR0859'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JESKA 1949, SET IN
 PR0859'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.  IT
 PR0859'IS IN THE SOUTHWEST CORNER OF PASTURE LAND ONWED BY MR. MARVIN
 PR0859'DAHL, 40 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 34 FEET EAST
 PR0859'OF THE CENTER OF A SECTION LINE CROSSROAD, 9-1/2 FEET NORTHEAST
 PR0859'OF A STEEL CORNER FENCE POST, 8 FEET NORTH OF A FENCE AND METAL
 PR0859'WITNESS POST, 6-FEET EAST OF A FENCE, AND 2.0 EAST OF A POWER
 PR0859'POLE.
 PR0859'
 PR0859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 14
 PR0859'ABOUT 3 MILES SOUTH OF ARLINGTON, GO SOUTH ON HIGHWAY 81 FOR 1.0
 PR0859'MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON THE GRADED ROAD 1.0
 PR0859'MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 PR0859'EAST ON THE GRADED ROAD 0.6 MILE TO THE TOP OF A GRADE AND THE
 PR0859'STATION AS DESCRIBED.
 PR0859'
 PR0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0859'ABOUT 4-MILES SE OF ARLINGTON.
 PR0859
 PR0859                          STATION RECOVERY (1994)
 PR0859
 PR0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0859'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 PR0859'IN ARLINGTON, THENCE 4.4 KM (2.75 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 PR0859'THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 81, THENCE 2.6 KM
 PR0859'(1.60 MI) WESTERLY ALONG A COUNTY ROAD, AT THE HIGHEST POINT OF A
 PR0859'PROMINENT KNOLL IN A CULTIVATED FIELD, 24.0 M (78.7 FT) SOUTH OF THE
 PR0859'ROAD CENTER, 15.3 M (50.2 FT) SOUTHEAST OF REFERENCE MARK 4, 14.9 M
 PR0859'(48.9 FT) SOUTHWEST OF A WITNESS POST, 8.9 M (29.2 FT) SOUTH OF A
 PR0859'FENCE, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 PR0859'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS TILTED SLIGHTLY
 PR0859'TO THE NORTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2002 ***********************************************************************
 PU2002  DESIGNATION -  JILL
 PU2002  PID         -  PU2002
 PU2002  STATE/COUNTY-  SD/BUTTE
 PU2002  COUNTRY     -  US
 PU2002  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2002
 PU2002                         *CURRENT SURVEY CONTROL
 PU2002  ______________________________________________________________________
 PU2002* NAD 83(1986) POSITION- 44 39 18.     (N) 103 46 34.     (W)   SCALED
 PU2002* NAVD 88 ORTHO HEIGHT -   990.679 (meters)     3250.25  (feet) ADJUSTED
 PU2002  ______________________________________________________________________
 PU2002  GEOID HEIGHT    -        -15.421 (meters)                     GEOID18
 PU2002  DYNAMIC HEIGHT  -        990.396 (meters)     3249.32  (feet) COMP
 PU2002  MODELED GRAVITY -    980,297.7   (mgal)                       NAVD 88
 PU2002
 PU2002  VERT ORDER      -  SECOND    CLASS 0
 PU2002
 PU2002.The horizontal coordinates were scaled from a map and have
 PU2002.an estimated accuracy of +/- 6 seconds.
 PU2002
 PU2002.The orthometric height was determined by differential leveling and
 PU2002.adjusted by the NATIONAL GEODETIC SURVEY
 PU2002.in June 1991.
 PU2002
 PU2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2002.GEOID18 height accuracy estimate available here.
 PU2002
 PU2002.Click photographs - Photos may exist for this station.
 PU2002
 PU2002.The dynamic height is computed by dividing the NAVD 88
 PU2002.geopotential number by the normal gravity value computed on the
 PU2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2002.degrees latitude (g = 980.6199 gals.).
 PU2002
 PU2002.The modeled gravity was interpolated from observed gravity values.
 PU2002
 PU2002;                    North         East    Units  Estimated Accuracy
 PU2002;SPC SD N     -    98,290.      300,600.      MT  (+/- 180 meters Scaled)
 PU2002
 PU2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK970453(NAD 83)
 PU2002
 PU2002                          SUPERSEDED SURVEY CONTROL
 PU2002
 PU2002  NGVD 29 (??/??/92)  990.18   (m)         3248.6    (f) COMPUTED    2 0
 PU2002
 PU2002.Superseded values are not recommended for survey control.
 PU2002
 PU2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2002.See file dsdata.pdf to determine how the superseded data were derived.
 PU2002
 PU2002_MARKER: DS = TRIANGULATION STATION DISK
 PU2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2002_STAMPING: JILL 1962
 PU2002_MARK LOGO: CGS
 PU2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2002+STABILITY: SURFACE MOTION
 PU2002
 PU2002  HISTORY     - Date     Condition        Report By
 PU2002  HISTORY     - 1962     MONUMENTED       CGS
 PU2002
 PU2002                          STATION DESCRIPTION
 PU2002
 PU2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2002'4.4 MI E FROM BELLE FOURCHE.
 PU2002'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2002'FROM THE STATION AT BELLE FOURCHE, THENCE 3.35 MILES EAST ALONG
 PU2002'A GRAVELED ROAD, AT THE JUNCTION OF A GRAVELED ROAD SOUTH, 48
 PU2002'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 55 FEET OF THE CENTER
 PU2002'LINE OF THE ROAD SOUTH, 9 FEET SOUTHEAST OF A FENCE CORNER, 8
 PU2002'FEET EAST OF A FENCE, 6 FEET SOUTH OF A FENCE, 5.5 FEET EAST
 PU2002'OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE
 PU2002'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2007 ***********************************************************************
 PU2007  DESIGNATION -  JILL AZ MK
 PU2007  PID         -  PU2007
 PU2007  STATE/COUNTY-  SD/BUTTE
 PU2007  COUNTRY     -  US
 PU2007  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2007
 PU2007                         *CURRENT SURVEY CONTROL
 PU2007  ______________________________________________________________________
 PU2007* NAD 83(1986) POSITION- 44 39 20.     (N) 103 45 50.     (W)   SCALED
 PU2007* NAVD 88 ORTHO HEIGHT -   990.581 (meters)     3249.93  (feet) ADJUSTED
 PU2007  ______________________________________________________________________
 PU2007  GEOID HEIGHT    -        -15.445 (meters)                     GEOID18
 PU2007  DYNAMIC HEIGHT  -        990.298 (meters)     3249.00  (feet) COMP
 PU2007  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 PU2007
 PU2007  VERT ORDER      -  SECOND    CLASS 0
 PU2007
 PU2007.The horizontal coordinates were scaled from a map and have
 PU2007.an estimated accuracy of +/- 6 seconds.
 PU2007
 PU2007.The orthometric height was determined by differential leveling and
 PU2007.adjusted by the NATIONAL GEODETIC SURVEY
 PU2007.in June 1991.
 PU2007
 PU2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2007.GEOID18 height accuracy estimate available here.
 PU2007
 PU2007.Click photographs - Photos may exist for this station.
 PU2007
 PU2007.The dynamic height is computed by dividing the NAVD 88
 PU2007.geopotential number by the normal gravity value computed on the
 PU2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2007.degrees latitude (g = 980.6199 gals.).
 PU2007
 PU2007.The modeled gravity was interpolated from observed gravity values.
 PU2007
 PU2007;                    North         East    Units  Estimated Accuracy
 PU2007;SPC SD N     -    98,310.      301,580.      MT  (+/- 180 meters Scaled)
 PU2007
 PU2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK980454(NAD 83)
 PU2007
 PU2007                          SUPERSEDED SURVEY CONTROL
 PU2007
 PU2007  NGVD 29 (??/??/92)  990.09   (m)         3248.3    (f) COMPUTED    2 0
 PU2007
 PU2007.Superseded values are not recommended for survey control.
 PU2007
 PU2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2007.See file dsdata.pdf to determine how the superseded data were derived.
 PU2007
 PU2007_MARKER: DZ = AZIMUTH MARK DISK
 PU2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2007_STAMPING: JILL 1962
 PU2007_MARK LOGO: CGS
 PU2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2007+STABILITY: SURFACE MOTION
 PU2007
 PU2007  HISTORY     - Date     Condition        Report By
 PU2007  HISTORY     - 1962     MONUMENTED       CGS
 PU2007
 PU2007                          STATION DESCRIPTION
 PU2007
 PU2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2007'4.8 MI E FROM BELLE FOURCHE.
 PU2007'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2007'FROM THE STATION AT BELLE FOURCHE, THENCE 3.85 MILES EAST ALONG
 PU2007'A GRAVELED ROAD, AT THE CROSSING OF A TELEPHONE LINE, AT THE
 PU2007'EAST-NORTHEAST END OF A CURVE, 0.2 MILE EAST OF THE JUNCTION
 PU2007'OF A GRAVELED ROAD SOUTH, 34 FEET SOUTH-SOUTHEAST OF THE CENTER
 PU2007'LINE OF THE ROAD, 6 1/2 FEET SOUTH OF TELEPHONE POLE 8, 1.5 FEET
 PU2007'NORTH-NORTHWEST OF A FENCE, 2.6 FEET EAST OF A WITNESS POST,
 PU2007'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU2007'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2004 ***********************************************************************
 PU2004  DESIGNATION -  JILL RM 1
 PU2004  PID         -  PU2004
 PU2004  STATE/COUNTY-  SD/BUTTE
 PU2004  COUNTRY     -  US
 PU2004  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2004
 PU2004                         *CURRENT SURVEY CONTROL
 PU2004  ______________________________________________________________________
 PU2004* NAD 83(1986) POSITION- 44 39 18.     (N) 103 46 34.     (W)   SCALED
 PU2004* NAVD 88 ORTHO HEIGHT -   990.358 (meters)     3249.20  (feet) ADJUSTED
 PU2004  ______________________________________________________________________
 PU2004  GEOID HEIGHT    -        -15.421 (meters)                     GEOID18
 PU2004  DYNAMIC HEIGHT  -        990.075 (meters)     3248.27  (feet) COMP
 PU2004  MODELED GRAVITY -    980,297.7   (mgal)                       NAVD 88
 PU2004
 PU2004  VERT ORDER      -  SECOND    CLASS 0
 PU2004
 PU2004.The horizontal coordinates were scaled from a map and have
 PU2004.an estimated accuracy of +/- 6 seconds.
 PU2004
 PU2004.The orthometric height was determined by differential leveling and
 PU2004.adjusted by the NATIONAL GEODETIC SURVEY
 PU2004.in June 1991.
 PU2004
 PU2004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2004.GEOID18 height accuracy estimate available here.
 PU2004
 PU2004.Click photographs - Photos may exist for this station.
 PU2004
 PU2004.The dynamic height is computed by dividing the NAVD 88
 PU2004.geopotential number by the normal gravity value computed on the
 PU2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2004.degrees latitude (g = 980.6199 gals.).
 PU2004
 PU2004.The modeled gravity was interpolated from observed gravity values.
 PU2004
 PU2004;                    North         East    Units  Estimated Accuracy
 PU2004;SPC SD N     -    98,290.      300,600.      MT  (+/- 180 meters Scaled)
 PU2004
 PU2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK970453(NAD 83)
 PU2004
 PU2004                          SUPERSEDED SURVEY CONTROL
 PU2004
 PU2004  NGVD 29 (??/??/92)  989.86   (m)         3247.6    (f) COMPUTED    2 0
 PU2004
 PU2004.Superseded values are not recommended for survey control.
 PU2004
 PU2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2004.See file dsdata.pdf to determine how the superseded data were derived.
 PU2004
 PU2004_MARKER: DR = REFERENCE MARK DISK
 PU2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2004_STAMPING: JILL NO 1 1962
 PU2004_MARK LOGO: CGS
 PU2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2004+STABILITY: SURFACE MOTION
 PU2004
 PU2004  HISTORY     - Date     Condition        Report By
 PU2004  HISTORY     - 1962     MONUMENTED       CGS
 PU2004
 PU2004                          STATION DESCRIPTION
 PU2004
 PU2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2004'4.4 MI E FROM BELLE FOURCHE.
 PU2004'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2004'FROM THE STATION AT BELLE FOURCHE, THENCE 3.35 MILES EAST ALONG
 PU2004'A GRAVELED ROAD, AT THE JUNCTION OF A GRAVELED ROAD SOUTH, 35
 PU2004'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 102 1/2 FEET EAST
 PU2004'OF THE CENTER LINE OF THE ROAD SOUTH, 47.4 FEET EAST-NORTHEAST
 PU2004'OF THE STATION, 1.0 FOOT SOUTH OF A FENCE, ABOUT 4 FEET HIGHER
 PU2004'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU2004'0.4 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST IS LEANING
 PU2004'SLIGHTLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2003 ***********************************************************************
 PU2003  DESIGNATION -  JILL RM 2
 PU2003  PID         -  PU2003
 PU2003  STATE/COUNTY-  SD/BUTTE
 PU2003  COUNTRY     -  US
 PU2003  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2003
 PU2003                         *CURRENT SURVEY CONTROL
 PU2003  ______________________________________________________________________
 PU2003* NAD 83(1986) POSITION- 44 39 18.     (N) 103 46 34.     (W)   SCALED
 PU2003* NAVD 88 ORTHO HEIGHT -   991.129 (meters)     3251.73  (feet) ADJUSTED
 PU2003  ______________________________________________________________________
 PU2003  GEOID HEIGHT    -        -15.421 (meters)                     GEOID18
 PU2003  DYNAMIC HEIGHT  -        990.846 (meters)     3250.80  (feet) COMP
 PU2003  MODELED GRAVITY -    980,297.7   (mgal)                       NAVD 88
 PU2003
 PU2003  VERT ORDER      -  SECOND    CLASS 0
 PU2003
 PU2003.The horizontal coordinates were scaled from a map and have
 PU2003.an estimated accuracy of +/- 6 seconds.
 PU2003
 PU2003.The orthometric height was determined by differential leveling and
 PU2003.adjusted by the NATIONAL GEODETIC SURVEY
 PU2003.in June 1991.
 PU2003
 PU2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2003.GEOID18 height accuracy estimate available here.
 PU2003
 PU2003.Click photographs - Photos may exist for this station.
 PU2003
 PU2003.The dynamic height is computed by dividing the NAVD 88
 PU2003.geopotential number by the normal gravity value computed on the
 PU2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2003.degrees latitude (g = 980.6199 gals.).
 PU2003
 PU2003.The modeled gravity was interpolated from observed gravity values.
 PU2003
 PU2003;                    North         East    Units  Estimated Accuracy
 PU2003;SPC SD N     -    98,290.      300,600.      MT  (+/- 180 meters Scaled)
 PU2003
 PU2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK970453(NAD 83)
 PU2003
 PU2003                          SUPERSEDED SURVEY CONTROL
 PU2003
 PU2003  NGVD 29 (??/??/92)  990.63   (m)         3250.1    (f) COMPUTED    2 0
 PU2003
 PU2003.Superseded values are not recommended for survey control.
 PU2003
 PU2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2003.See file dsdata.pdf to determine how the superseded data were derived.
 PU2003
 PU2003_MARKER: DR = REFERENCE MARK DISK
 PU2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2003_STAMPING: JILL NO 2 1962
 PU2003_MARK LOGO: CGS
 PU2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2003+STABILITY: SURFACE MOTION
 PU2003
 PU2003  HISTORY     - Date     Condition        Report By
 PU2003  HISTORY     - 1962     MONUMENTED       CGS
 PU2003
 PU2003                          STATION DESCRIPTION
 PU2003
 PU2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2003'4.4 MI E FROM BELLE FOURCHE.
 PU2003'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2003'FROM THE STATION AT BELLE FOURCHE, THENCE 3.35 MILES EAST ALONG
 PU2003'A GRAVELED ROAD, AT THE JUNCTION OF A GRAVELED ROAD SOUTH, 46.7 FEET
 PU2003'SOUTH-SOUTHWEST OF THE STATION, 95 FEET SOUTH OF THE CENTER LINE
 PU2003'OF THE ROAD, 52 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH,
 PU2003'1.5 FEET EAST OF A FENCE, ABOUT 4 FEET HIGHER THAN THE ROAD,
 PU2003'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU2003'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0666 ***********************************************************************
 QS0666  DESIGNATION -  JIM
 QS0666  PID         -  QS0666
 QS0666  STATE/COUNTY-  SD/CAMPBELL
 QS0666  COUNTRY     -  US
 QS0666  USGS QUAD   -  HERREID SW (2017)
 QS0666
 QS0666                         *CURRENT SURVEY CONTROL
 QS0666  ______________________________________________________________________
 QS0666* NAD 83(1996) POSITION- 45 46 01.06191(N) 100 12 32.92788(W)   ADJUSTED
 QS0666* NAVD 88 ORTHO HEIGHT -   620.    (meters)     2034.    (feet) SCALED
 QS0666  ______________________________________________________________________
 QS0666  GEOID HEIGHT    -        -22.030 (meters)                     GEOID18
 QS0666  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 QS0666  HORZ ORDER      -  SECOND
 QS0666
 QS0666.The horizontal coordinates were established by classical geodetic methods
 QS0666.and adjusted by the National Geodetic Survey in January 1998.
 QS0666
 QS0666.The orthometric height was scaled from a topographic map.
 QS0666
 QS0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0666.GEOID18 height accuracy estimate available here.
 QS0666
 QS0666.Click photographs - Photos may exist for this station.
 QS0666
 QS0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0666
 QS0666. The following values were computed from the NAD 83(1996) position.
 QS0666
 QS0666;                    North         East     Units Scale Factor Converg.
 QS0666;SPC SD N     -   214,900.105   583,730.670   MT  1.00001722   -0 08 52.9
 QS0666;SPC SD N     -   705,051.43  1,915,123.04   sFT  1.00001722   -0 08 52.9
 QS0666;UTM  14      - 5,068,866.742   405,980.876   MT  0.99970867   -0 51 59.1
 QS0666
 QS0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0666!SPC SD N     -   0.99990620  x   1.00001722  =   0.99992342
 QS0666!UTM  14      -   0.99990620  x   0.99970867  =   0.99961490
 QS0666
 QS0666:                Primary Azimuth Mark                     Grid Az
 QS0666:SPC SD N     -  SCHAEFFER                                272 44 32.8
 QS0666:UTM  14      -  SCHAEFFER                                273 27 39.0
 QS0666
 QS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0598068866(NAD 83)
 QS0666
 QS0666|---------------------------------------------------------------------|
 QS0666| PID    Reference Object                     Distance      Geod. Az  |
 QS0666|                                                           dddmmss.s |
 QS0666| CO5711 JIM RM 1                             10.690 METERS 18738     |
 QS0666| CO5712 JIM RM 2                             20.949 METERS 27022     |
 QS0666| QS0714 SCHAEFFER                           APPROX. 6.3 KM 2723539.9 |
 QS0666|---------------------------------------------------------------------|
 QS0666
 QS0666                          SUPERSEDED SURVEY CONTROL
 QS0666
 QS0666  NAD 83(1986)-  45 46 01.05139(N)    100 12 32.92413(W) AD(       ) 2
 QS0666  NAD 27      -  45 46 01.06940(N)    100 12 31.48775(W) AD(       ) 2
 QS0666
 QS0666.Superseded values are not recommended for survey control.
 QS0666
 QS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0666.See file dsdata.pdf to determine how the superseded data were derived.
 QS0666
 QS0666_MARKER: DD = SURVEY DISK
 QS0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QS0666_STAMPING: ET JIM 1967
 QS0666_MARK LOGO: USGS
 QS0666_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0666
 QS0666  HISTORY     - Date     Condition        Report By
 QS0666  HISTORY     - 1967     MONUMENTED       USGS
 QS0666
 QS0666                          STATION DESCRIPTION
 QS0666
 QS0666'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0666'THE STATION IS LOCATED APPROX. 3.0 MI N. AND 7.0 MI W. OF
 QS0666'MOUND CITY, T. 126 N., R. 77 W., NEAR THE SE. COR. OF THE
 QS0666'SW 1/4 OF SEC. 31.
 QS0666'
 QS0666'TO REACH FROM CROSSROADS AT MOUND CITY, GO N. ON HWY. 83, FOR
 QS0666'3.0 MI TO A CROSSROADS, TURN LEFT (W.) AND GO 6.8 MI ALONG
 QS0666'GRAVEL RD. TO CREST OF HILL AND STATION ON LEFT (S.).
 QS0666'
 QS0666'STATION MARK IS APPROX. 302 FT S. OF FENCE AND USGS WITNESS
 QS0666'POST, TOP AND CENTER OF HIGHEST POINT OF A SMALL HILL, STAMPED
 QS0666'ET JIM 1967.
 QS0666'
 QS0666'REFERENCE MARK NO. 1 IS S. OF THE STATION AND 35.07 FT.,
 QS0666'STAMPED RM NO. 1 JIM 1967.
 QS0666'
 QS0666'REFERENCE MARK NO. 2 IS W. OF THE STATION AND 68.730 FT., STAMPED
 QS0666'RM NO. 2 JIM 1967.
 QS0666'
 QS0666'AZIMUTH MARK - NONE.
 QS0666'
 QS0666'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0666'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0666'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0666'
 QS0666'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0637 ***********************************************************************
 QR0637  DESIGNATION -  JIM ET
 QR0637  PID         -  QR0637
 QR0637  STATE/COUNTY-  SD/EDMUNDS
 QR0637  COUNTRY     -  US
 QR0637  USGS QUAD   -  LEOLA SW (2017)
 QR0637
 QR0637                         *CURRENT SURVEY CONTROL
 QR0637  ______________________________________________________________________
 QR0637* NAD 83(1996) POSITION- 45 31 03.64999(N) 098 55 31.02795(W)   ADJUSTED
 QR0637* NAVD 88 ORTHO HEIGHT -   457.5   (meters)     1501.    (feet) VERTCON3
 QR0637  ______________________________________________________________________
 QR0637  GEOID HEIGHT    -        -23.711 (meters)                     GEOID18
 QR0637  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 QR0637  HORZ ORDER      -  SECOND
 QR0637
 QR0637.The horizontal coordinates were established by classical geodetic methods
 QR0637.and adjusted by the National Geodetic Survey in January 1998.
 QR0637
 QR0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0637
 QR0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0637.GEOID18 height accuracy estimate available here.
 QR0637
 QR0637.Click photographs - Photos may exist for this station.
 QR0637
 QR0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0637
 QR0637. The following values were computed from the NAD 83(1996) position.
 QR0637
 QR0637;                    North         East     Units Scale Factor Converg.
 QR0637;SPC SD N     -   187,730.447   683,966.510   MT  0.99997224   +0 45 38.2
 QR0637;SPC SD N     -   615,912.31  2,243,980.12   sFT  0.99997224   +0 45 38.2
 QR0637;UTM  14      - 5,040,463.480   505,835.374   MT  0.99960042   +0 03 11.9
 QR0637
 QR0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0637!SPC SD N     -   0.99993199  x   0.99997224  =   0.99990423
 QR0637!UTM  14      -   0.99993199  x   0.99960042  =   0.99953244
 QR0637
 QR0637:                Primary Azimuth Mark                     Grid Az
 QR0637:SPC SD N     -  CRAVEN ET                                177 21 03.3
 QR0637:UTM  14      -  CRAVEN ET                                178 03 29.6
 QR0637
 QR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0583540463(NAD 83)
 QR0637
 QR0637|---------------------------------------------------------------------|
 QR0637| PID    Reference Object                     Distance      Geod. Az  |
 QR0637|                                                           dddmmss.s |
 QR0637| CO5710 JIM ET RM 2                          13.535 METERS 02112     |
 QR0637| CO5709 JIM ET RM 1                          13.842 METERS 16037     |
 QR0637| QR0619 CRAVEN ET                           APPROX. 8.1 KM 1780641.5 |
 QR0637|---------------------------------------------------------------------|
 QR0637
 QR0637                          SUPERSEDED SURVEY CONTROL
 QR0637
 QR0637  NAD 83(1986)-  45 31 03.66440(N)    098 55 31.01707(W) AD(       ) 2
 QR0637  NAD 27      -  45 31 03.75191(N)    098 55 29.62755(W) AD(       ) 2
 QR0637  NGVD 29 (07/19/86)  457.2    (m)         1500.     (f) VERT ANG       
 QR0637
 QR0637.Superseded values are not recommended for survey control.
 QR0637
 QR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0637.See file dsdata.pdf to determine how the superseded data were derived.
 QR0637
 QR0637_MARKER: DD = SURVEY DISK
 QR0637_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0637+WITH SETTING: INFORMATION.
 QR0637_STAMPING: ET JIM 1970
 QR0637_MARK LOGO: USGS
 QR0637_PROJECTION: RECESSED 8 CENTIMETERS
 QR0637_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0637
 QR0637  HISTORY     - Date     Condition        Report By
 QR0637  HISTORY     - 1970     MONUMENTED       USGS
 QR0637
 QR0637                          STATION DESCRIPTION
 QR0637
 QR0637'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0637'THE STATION IS ABOUT 7.1 MI NE. OF IPSWICH, ABOUT 0.15 MI S. OF
 QR0637'THE COR. OF SECS. 28, 29, 32 AND 33, T. 124 N., R. 67 W.,
 QR0637'ON THE MOST PROMINENT RIDGE IN VICINITY ALONG ST. HWY. 45.
 QR0637'
 QR0637'TO REACH FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45 IN
 QR0637'IPSWICH, GO E. ON U.S. HWY. 12 AND ST. HWY. 45 FOR 5.0 MI TO THE
 QR0637'JCT. OF ST. HWY. 45 N., TURN N. ON ST. HWY. 45 FOR 4.0 MI TO A
 QR0637'CROSSROAD, CONTINUE N. FOR ABOUT 0.85 MI TO THE TOP OF A PROMINENT
 QR0637'RIDGE AND THE STATION ON THE RIGHT.
 QR0637'
 QR0637'STATION MARK, STAMPED ET JIM 1970 IS 888 FT S. CENTER CROSSROADS,
 QR0637'18.3 FT W. OF THE E. RIGHT-OF-WAY FENCE AND USGS WITNESS POST.  13
 QR0637'FT E. CENTER HWY.  THE MARK IS BURIED ABOUT 3 IN. BELOW THE
 QR0637'SURFACE.
 QR0637'
 QR0637'REFERENCE MARK NO. 1, STAMPED JIM NO 1 1970 IS SE. OF THE
 QR0637'STATION, 29 FT E. CENTER RD. AND 3 FT W. OF THE E. RIGHT-OF-WAY
 QR0637'FENCE.
 QR0637'
 QR0637'REFERENCE MARK NO. 2, STAMPED JIM NO 2 1970 IS NE. OF THE
 QR0637'STATION, 29 FT E. CENTER RD., AND 2.5 FT W. OF THE E. RIGHT-OF-WAY
 QR0637'FENCE.
 QR0637'
 QR0637'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 QR0637'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 QR0637'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QR0637'
 QR0637'NO AZIMUTH MARK WAS SET.
 QR0637'
 QR0637'REFERENCE AZIMUTH USED - NONE USED.
 QR0637'
 QR0637'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0352 ***********************************************************************
 OR0352  DESIGNATION -  JOBE
 OR0352  PID         -  OR0352
 OR0352  STATE/COUNTY-  SD/AURORA
 OR0352  COUNTRY     -  US
 OR0352  USGS QUAD   -  WHITE LAKE (2017)
 OR0352
 OR0352                         *CURRENT SURVEY CONTROL
 OR0352  ______________________________________________________________________
 OR0352* NAD 83(1996) POSITION- 43 43 24.36066(N) 098 38 45.77103(W)   ADJUSTED
 OR0352* NAVD 88 ORTHO HEIGHT -   495.571 (meters)     1625.89  (feet) ADJUSTED
 OR0352  ______________________________________________________________________
 OR0352  GEOID HEIGHT    -        -25.809 (meters)                     GEOID18
 OR0352  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 OR0352  DYNAMIC HEIGHT  -        495.445 (meters)     1625.47  (feet) COMP
 OR0352  MODELED GRAVITY -    980,350.2   (mgal)                       NAVD 88
 OR0352
 OR0352  HORZ ORDER      -  SECOND
 OR0352  VERT ORDER      -  FIRST     CLASS II
 OR0352
 OR0352.The horizontal coordinates were established by classical geodetic methods
 OR0352.and adjusted by the National Geodetic Survey in January 1998.
 OR0352
 OR0352.The orthometric height was determined by differential leveling and
 OR0352.adjusted by the NATIONAL GEODETIC SURVEY
 OR0352.in June 1991.
 OR0352
 OR0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0352.GEOID18 height accuracy estimate available here.
 OR0352
 OR0352.Click photographs - Photos may exist for this station.
 OR0352
 OR0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0352
 OR0352.The dynamic height is computed by dividing the NAVD 88
 OR0352.geopotential number by the normal gravity value computed on the
 OR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0352.degrees latitude (g = 980.6199 gals.).
 OR0352
 OR0352.The modeled gravity was interpolated from observed gravity values.
 OR0352
 OR0352. The following values were computed from the NAD 83(1996) position.
 OR0352
 OR0352;                    North         East     Units Scale Factor Converg.
 OR0352;SPC SD S     -   155,809.129   735,936.035   MT  0.99990855   +1 09 50.3
 OR0352;SPC SD S     -   511,183.78  2,414,483.47   sFT  0.99990855   +1 09 50.3
 OR0352;UTM  14      - 4,841,216.822   528,509.321   MT  0.99961000   +0 14 40.7
 OR0352
 OR0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0352!SPC SD S     -   0.99992634  x   0.99990855  =   0.99983490
 OR0352!UTM  14      -   0.99992634  x   0.99961000  =   0.99953637
 OR0352
 OR0352:                Primary Azimuth Mark                     Grid Az
 OR0352:SPC SD S     -  JACOB RESET                              094 14 20.3
 OR0352:UTM  14      -  JACOB RESET                              095 09 29.9
 OR0352
 OR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2850941216(NAD 83)
 OR0352
 OR0352|---------------------------------------------------------------------|
 OR0352| PID    Reference Object                     Distance      Geod. Az  |
 OR0352|                                                           dddmmss.s |
 OR0352| OR0353 JOBE RM                              42.035 METERS 00401     |
 OR0352| OR0811 JACOB RESET                         APPROX. 7.8 KM 0952410.6 |
 OR0352|---------------------------------------------------------------------|
 OR0352
 OR0352                          SUPERSEDED SURVEY CONTROL
 OR0352
 OR0352  NAD 83(1995)-  43 43 24.37247(N)    098 38 45.76250(W) AD(       ) 2
 OR0352  NAD 83(1986)-  43 43 24.37372(N)    098 38 45.76655(W) AD(       ) 2
 OR0352  NAD 27      -  43 43 24.39400(N)    098 38 44.45000(W) AD(       ) 2
 OR0352  NGVD 29 (??/??/92)  495.234  (m)         1624.78   (f) ADJ UNCH    1 2
 OR0352  NGVD 29             495.23   (m)         1624.8    (f) LEVELING    3  
 OR0352
 OR0352.Superseded values are not recommended for survey control.
 OR0352
 OR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0352.See file dsdata.pdf to determine how the superseded data were derived.
 OR0352
 OR0352_MARKER: DS = TRIANGULATION STATION DISK
 OR0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0352_STAMPING: JOBE 1924
 OR0352_MARK LOGO: CGS
 OR0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0352+STABILITY: SURFACE MOTION
 OR0352
 OR0352  HISTORY     - Date     Condition        Report By
 OR0352  HISTORY     - 1924     MONUMENTED       CGS
 OR0352  HISTORY     - 1924     GOOD             CGS
 OR0352  HISTORY     - 1935     GOOD             CGS
 OR0352  HISTORY     - 1935     GOOD             CGS
 OR0352  HISTORY     - 1951     GOOD             CGS
 OR0352  HISTORY     - 1975     MARK NOT FOUND   USGS
 OR0352  HISTORY     - 19850627 GOOD             NGS
 OR0352
 OR0352                          STATION DESCRIPTION
 OR0352
 OR0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0352'THIS STATION IS ON THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0352'ST. PAUL AND PACIFIC RAILROAD, ABOUT 3-1/2 MILES E OF THE TOWN
 OR0352'OF WHITE LAKE AND ABOUT 750 YARDS E OF THE THIRD SECTION-LINE
 OR0352'ROAD E OF WHITE LAKE.  IT IS ABOUT 120 YARDS W OF 1/4 SECTION
 OR0352'LINE, ABOUT 35 FEET S OF S RAIL AND ABOUT AT THE RAIL LEVEL.
 OR0352'
 OR0352'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OR0352'IN CONCRETE.
 OR0352'
 OR0352'REFERENCE MARK IS OPPOSITE, JUST INSIDE THE FENCE MARKING THE
 OR0352'NORTHERN LIMITS TO THE RIGHT-OF-WAY.
 OR0352'
 OR0352'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.49 METERS.
 OR0352
 OR0352                          STATION RECOVERY (1924)
 OR0352
 OR0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0352'3.5 MI E FROM WHITE LAKE.
 OR0352'ABOUT 3-1/2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0352'AND PACIFIC RAILROAD FROM WHITE LAKE, AURORA COUNTY, ABOUT 0.4
 OR0352'MILE EAST OF THE CROSSING OF THE THIRD SECTION-LINE ROAD EAST OF
 OR0352'THE TOWN, ABOUT 1-1/2 POLES WEST OF MILEPOST 405, ABOUT 230 YARDS
 OR0352'WEST OF A QUARTER-SECTION LINE, 39.5 FEET SOUTH OF THE CENTER
 OR0352'LINE OF THE TRACK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD
 OR0352'TRIANGULATION-STATION DISK, STAMPED JOBE 1924 AND SET IN THE
 OR0352'TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 OR0352
 OR0352                          STATION RECOVERY (1935)
 OR0352
 OR0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0352'THIS STATION MARK WAS FOUND TO BE ABOUT 650 YARDS E OF THIRD
 OR0352'SECTION-LINE ROAD E OF WHITE LAKE AND ABOUT 230 YARDS W OF
 OR0352'1/4 SECTION LINE, RATHER THAN 750 AND 120 YARDS, RESPECTIVELY,
 OR0352'AS GIVEN IN THE ORIGINAL DESCRIPTION.  ALSO, I FOUND THE MARK
 OR0352'TO BE ABOUT 1-1/2 POLES W OF MILEPOST 405, 39.5 FEET S OF
 OR0352'CENTER LINE OF TRACK, 60.5 FEET N OF S RIGHT-OF-WAY FENCE,
 OR0352'AND 7 FEET N OF POLE LINE.
 OR0352'
 OR0352'REFERENCE MARK WAS FOUND TO BE 98.5 FEET N OF CENTER LINE OF
 OR0352'TRACK, 1.5 FEET S OF RIGHT-OF-WAY FENCE, AND ABOUT 138 FEET
 OR0352'N OF STATION.
 OR0352
 OR0352                          STATION RECOVERY (1935)
 OR0352
 OR0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0352'RECOVERED IN GOOD CONDITION.
 OR0352
 OR0352                          STATION RECOVERY (1951)
 OR0352
 OR0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OR0352'STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED IN
 OR0352'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE TO REACH THE
 OR0352'STATION.
 OR0352
 OR0352                          STATION RECOVERY (1975)
 OR0352
 OR0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0352'MARK NOT FOUND.
 OR0352
 OR0352                          STATION RECOVERY (1985)
 OR0352
 OR0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OR0352'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 OR0352'WAS NOT RECOVERED AND APPEARS TO HAVE BEEN DESTROYED BY FARMING
 OR0352'OPERATIONS.  REFERENCE MARKS 2 AND 3 WERE ESTABLISHED AND BENCH MARK
 OR0352'G7 WAS OBSERVED FOR AN AZIMUTH MARK.  THE BENCH MARK COULD NOT BE
 OR0352'MEASURED BECAUSE OF LIMITED RANGE OF EDMI.  NEW DESCRIPTIVE TEXT
 OR0352'FOLLOWS.  THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF WHITE
 OR0352'LAKE, BETWEEN OLD HIGHWAY 16 AND THE RAILROAD TRACK.  TO REACH THE
 OR0352'STATION FROM THE JUNCTION OF OLD HIGHWAY 16 AND MAIN STREET, IN THE
 OR0352'SOUTH EDGE OF WHITE LAKE, GO EAST ON OLD HIGHWAY 16 FOR 1.6 KM (1.00
 OR0352'MI) TO A GRAVELED ROAD LEADING NORTH.  CONTINUE EAST ON OLD HIGHWAY 16
 OR0352'FOR 3.9 KM (2.40 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 OR0352'STANDARD CGS DISK STAMPED JOBE 1924, SET INTO THE TOP OF A SQUARE
 OR0352'CONCRETE MONUMENT 12 INCHES,30 CM,IN DIAMETER FLUSH WITH THE GROUND.
 OR0352'LOCATED 71.6 METERS (234.9 FT) WNW FROM A TELEPHONE MILEPOST POLE.
 OR0352'34.6 METERS (113.5 FT) N FROM THE CENTER OF OLD HIGHWAY 16. 12.2
 OR0352'METERS (40.0 FT) S FROM THE CENTER OF THE RAILROAD TRACK.  0.3 METER
 OR0352'(1.0 FT) E FROM A WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD NGS
 OR0352'DISK STAMPED JOBE 1924 NO 2 1985, SET INTO THE TOP OF A ROUND CONCRETE
 OR0352'MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 OR0352'35.0 METERS (114.8 FT) N FROM THE CENTER OF OLD HIGHWAY 16.  11.8
 OR0352'METERS (38.7 FT) S FROM THE CENTER OF THE RAILROAD TRACK.  11.65
 OR0352'METERS (38.22 FT) E FROM A WITNESS POST.  REFERENCE MARK NO 3 IS A
 OR0352'STANDARD NGS DISK STAMPED JOBE 1924 NO 3 1985,SET INTO THE TOP OF A
 OR0352'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE
 OR0352'GROUND.  LOCATED 24.0 METERS (78.7 FT) S FROM THE CENTER OF THE
 OR0352'RAILROAD TRACK.  22.8 METERS (74.8 FT) N FROM THE CENTER OF THE OLD
 OR0352'HIGHWAY.  11.8 METERS (38.7 FT) S FROM A WITNESS POST, 0.1 FEET (3.0
 OR0352'CM) 0.04 METERS (0.13 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1
 OR0352'IS A STANDARD CGS DISK STAMPED G 7 1925, SET INTO THE TOP OF A SQUARE
 OR0352'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER RECESSED 4 INCHES (10
 OR0352'CM) ABOVE THE GROUND.  THE DISK IS A BENCH MARK DISK.  LOCATED 27.4
 OR0352'METERS (89.9 FT) N FROM THE CENTER OF RAILROAD TRACK.  12.8 METERS
 OR0352'(42.0 FT) W FROM THE CENTER OF A GRAVELED ROAD.  3.4 METERS (11.2 FT)
 OR0352'SSW FROM A FENCE CORNER.  0.3 METERS (1.0 FT) E FROM A WITNESS POST.
 OR0352'TO REACH THE AZIMUTH MARK FROM THE GRAVELED ROAD LEADING NORTH
 OR0352'MENTIONED ABOVE, GO NORTH FOR 0.5 KM (0.30 MI) TO RAILROAD CROSSING
 OR0352'AND THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0353 ***********************************************************************
 OR0353  DESIGNATION -  JOBE RM
 OR0353  PID         -  OR0353
 OR0353  STATE/COUNTY-  SD/AURORA
 OR0353  COUNTRY     -  US
 OR0353  USGS QUAD   -  WHITE LAKE (2017)
 OR0353
 OR0353                         *CURRENT SURVEY CONTROL
 OR0353  ______________________________________________________________________
 OR0353* NAD 83(1986) POSITION- 43 43 25.72   (N) 098 38 45.64   (W)   HD_HELD1
 OR0353* NAVD 88 ORTHO HEIGHT -   495.46  (+/-2cm)     1625.5   (feet) VERTCON3
 OR0353  ______________________________________________________________________
 OR0353  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 OR0353  VERT ORDER      -  ? (See Below)
 OR0353
 OR0353.The horizontal coordinates were determined by differentially corrected
 OR0353.hand held GPS observations or other comparable positioning techniques
 OR0353.and have an estimated accuracy of +/- 3 meters.
 OR0353
 OR0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0353
 OR0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0353.GEOID18 height accuracy estimate available here.
 OR0353
 OR0353.The vertical order pertains to the NGVD 29 superseded value.
 OR0353
 OR0353.Click photographs - Photos may exist for this station.
 OR0353
 OR0353;                    North         East    Units  Estimated Accuracy
 OR0353;SPC SD S     -   155,851.1     735,938.1     MT  (+/- 3 meters HH1 GPS) 
 OR0353
 OR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2851241258(NAD 83)
 OR0353
 OR0353                          SUPERSEDED SURVEY CONTROL
 OR0353
 OR0353  NGVD 29 (??/??/92)  495.126  (m)         1624.43   (f) ADJ UNCH       
 OR0353
 OR0353.Superseded values are not recommended for survey control.
 OR0353
 OR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0353.See file dsdata.pdf to determine how the superseded data were derived.
 OR0353
 OR0353_MARKER: DR = REFERENCE MARK DISK
 OR0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0353_STAMPING: JOBE 1924
 OR0353_MARK LOGO: CGS
 OR0353_PROJECTION: FLUSH
 OR0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0353+STABILITY: SURFACE MOTION
 OR0353
 OR0353  HISTORY     - Date     Condition        Report By
 OR0353  HISTORY     - 1924     MONUMENTED       CGS
 OR0353  HISTORY     - 1935     GOOD             CGS
 OR0353
 OR0353                          STATION DESCRIPTION
 OR0353
 OR0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0353'3.5 MI E FROM WHITE LAKE.
 OR0353'ABOUT 3-1/2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0353'AND PACIFIC RAILROAD FROM WHITE LAKE, AURORA COUNTY, ABOUT
 OR0353'0.4 MILE EAST OF THE CROSSING OF THE THIRD SECTION-LINE ROAD
 OR0353'EAST OF THE TOWN, ABOUT 230 YARDS WEST OF A QUARTER-SECTION LINE,
 OR0353'ABOUT 46 YARDS NORTH OF TRAVERSE STATION JOBE, DESCRIBED ABOVE,
 OR0353'AND ABOUT 98-1/2 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 OR0353'A STANDARD REFERENCE-MARK DISK, STAMPED JOBE 1924 AND SET
 OR0353'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0353
 OR0353                          STATION RECOVERY (1935)
 OR0353
 OR0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0093 ***********************************************************************
 PU0093  DESIGNATION -  JOE
 PU0093  PID         -  PU0093
 PU0093  STATE/COUNTY-  SD/MEADE
 PU0093  COUNTRY     -  US
 PU0093  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0093
 PU0093                         *CURRENT SURVEY CONTROL
 PU0093  ______________________________________________________________________
 PU0093* NAD 83(1996) POSITION- 44 52 41.88622(N) 102 15 08.26119(W)   ADJUSTED
 PU0093* NAVD 88 ORTHO HEIGHT -   786.803 (meters)     2581.37  (feet) ADJUSTED
 PU0093  ______________________________________________________________________
 PU0093  GEOID HEIGHT    -        -19.075 (meters)                     GEOID18
 PU0093  LAPLACE CORR    -         -7.65  (seconds)                    DEFLEC18
 PU0093  DYNAMIC HEIGHT  -        786.634 (meters)     2580.82  (feet) COMP
 PU0093  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PU0093
 PU0093  HORZ ORDER      -  SECOND
 PU0093  VERT ORDER      -  SECOND    CLASS 0
 PU0093
 PU0093.The horizontal coordinates were established by classical geodetic methods
 PU0093.and adjusted by the National Geodetic Survey in January 1998.
 PU0093
 PU0093.The orthometric height was determined by differential leveling and
 PU0093.adjusted by the NATIONAL GEODETIC SURVEY
 PU0093.in June 1991.
 PU0093
 PU0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0093.GEOID18 height accuracy estimate available here.
 PU0093
 PU0093.Click photographs - Photos may exist for this station.
 PU0093
 PU0093.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0093
 PU0093.The dynamic height is computed by dividing the NAVD 88
 PU0093.geopotential number by the normal gravity value computed on the
 PU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0093.degrees latitude (g = 980.6199 gals.).
 PU0093
 PU0093.The modeled gravity was interpolated from observed gravity values.
 PU0093
 PU0093. The following values were computed from the NAD 83(1996) position.
 PU0093
 PU0093;                    North         East     Units Scale Factor Converg.
 PU0093;SPC SD N     -   118,594.300   422,071.141   MT  0.99994364   -1 35 38.5
 PU0093;SPC SD N     -   389,088.13  1,384,745.07   sFT  0.99994364   -1 35 38.5
 PU0093;UTM  13      - 4,973,104.612   717,019.614   MT  1.00017918   +1 56 22.4
 PU0093
 PU0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0093!SPC SD N     -   0.99987964  x   0.99994364  =   0.99982329
 PU0093!UTM  13      -   0.99987964  x   1.00017918  =   1.00005880
 PU0093
 PU0093:                Primary Azimuth Mark                     Grid Az
 PU0093:SPC SD N     -  COOPER                                   177 32 45.3
 PU0093:UTM  13      -  COOPER                                   174 00 44.4
 PU0093
 PU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1701973104(NAD 83)
 PU0093
 PU0093|---------------------------------------------------------------------|
 PU0093| PID    Reference Object                     Distance      Geod. Az  |
 PU0093|                                                           dddmmss.s |
 PU0093| PU0092 JOE RM 1                             13.656 METERS 10121     |
 PU0093| PU2148 COOPER                              APPROX. 6.9 KM 1755706.8 |
 PU0093| PU0094 JOE RM 2                             14.345 METERS 33420     |
 PU0093|---------------------------------------------------------------------|
 PU0093
 PU0093                          SUPERSEDED SURVEY CONTROL
 PU0093
 PU0093  NAD 83(1993)-  44 52 41.87781(N)    102 15 08.26062(W) AD(       ) 2
 PU0093  NAD 83(1986)-  44 52 41.87794(N)    102 15 08.26053(W) AD(       ) 2
 PU0093  NAD 27      -  44 52 41.92110(N)    102 15 06.66800(W) AD(       ) 2
 PU0093  NGVD 29 (??/??/92)  786.344  (m)         2579.86   (f) ADJ UNCH    2 0
 PU0093  NGVD 29             786.34   (m)         2579.9    (f) LEVELING    3  
 PU0093
 PU0093.Superseded values are not recommended for survey control.
 PU0093
 PU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0093.See file dsdata.pdf to determine how the superseded data were derived.
 PU0093
 PU0093_MARKER: DS = TRIANGULATION STATION DISK
 PU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0093_STAMPING: JOE 1962
 PU0093_MARK LOGO: CGS
 PU0093_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0093+STABILITY: SURFACE MOTION
 PU0093
 PU0093  HISTORY     - Date     Condition        Report By
 PU0093  HISTORY     - 1962     MONUMENTED       CGS
 PU0093  HISTORY     - 1963     GOOD             CGS
 PU0093
 PU0093                          STATION DESCRIPTION
 PU0093
 PU0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0093'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF FAITH, 1-1/4 MILE
 PU0093'NORTH-NORTHWEST OF THE JOE ISAACS RANCH HOME AND ON PROPERTY
 PU0093'LEASED BY MR. ISAACS.  IT IS 0.2 MILES WEST OF A GRAVELED
 PU0093'NORTH-SOUTH ROAD AND IT IS ON THE BORDERS OF SECTION, 26 AND 35,
 PU0093'T 11 N, R 15 E.  IT IS ON THE SUMMIT OF A LOW KNOLL ALONG THE
 PU0093'NORTH SIDE OF AN OLD GRADED EAST-WEST SECTION LINE ROAD.
 PU0093'
 PU0093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU0093'STATE HIGHWAY 73 IN THE WEST EDGE OF FAITH, GO WEST ON U.S.
 PU0093'HIGHWAY 212 FOR 8.2 MILES TO A GRAVELED SIDE ROAD TO THE LEFT
 PU0093'AND A SIGN AVANCE, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 PU0093'FOR 5.9 MILES, CONTINUE ON MAIN TRAVELED GRAVELED ROAD WESTERLY
 PU0093'FOR 2.0 MILES TO A BRIDGE OVER A CREEK JUST BEFORE THE ROAD
 PU0093'TURNS TO THE SOUTH, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A
 PU0093'GRAVELED SIDE ROAD TO THE RIGHT.  CONTINUE STRAIGHT AHEAD,
 PU0093'SOUTH, ON MAIN TRAVELED ROAD FOR 2.0 MILES TO A WIRE GATE AND
 PU0093'OLD GRADED ROAD ON THE RIGHT.  TURN RIGHT THROUGH A WIRE
 PU0093'GATE AND GO WEST ON OLD GRADED ROAD FOR 0.2 MILES TO THE
 PU0093'SUMMIT OF A LOW KNOLL AND STATION ON THE RIGHT AS
 PU0093'DESCRIBED.
 PU0093'
 PU0093'STATION IS 42 FEET NORTH OF THE CENTER OF OLD GRADED ROAD AND
 PU0093'10 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 PU0093'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.
 PU0093'IT IS STAMPED--JOE 1962 AND PROJECTS 2 INCHES.
 PU0093'
 PU0093'R.M. 1 IS 33 FEET NORTH OF THE CENTER OF A GRADED ROAD.  IT IS
 PU0093'A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU0093'CONCRETE MONUMENT.  IT IS STAMPED--JOE NO 1 1962 AND PROJECTS
 PU0093'3 INCHES.
 PU0093'
 PU0093'R.M. 2 IS 85 FEET NORTH OF THE CENTER OF AN OLD GRADED ROAD.
 PU0093'IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU0093'CONCRETE MONUMENT.  IT IS STAMPED--JOE NO 2 1962 AND PROJECTS
 PU0093'3 INCHES.
 PU0093'
 PU0093'NO AZIMUTH MARK ESTABLISHED TO THE STATION.
 PU0093
 PU0093                          STATION RECOVERY (1963)
 PU0093
 PU0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0093'15 MI SE FROM OPAL.
 PU0093'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0093'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0093'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 PU0093'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A
 PU0093'PRIVATE DIRT ROAD, IN SECTION 26, T 11 N, R 15 E, AT THE CREST
 PU0093'OF A RIDGE, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10.0
 PU0093'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0717 ***********************************************************************
 PS0717  DESIGNATION -  JOE
 PS0717  PID         -  PS0717
 PS0717  STATE/COUNTY-  SD/HUGHES
 PS0717  COUNTRY     -  US
 PS0717  USGS QUAD   -  JOE CREEK (2017)
 PS0717
 PS0717                         *CURRENT SURVEY CONTROL
 PS0717  ______________________________________________________________________
 PS0717* NAD 83(1996) POSITION- 44 11 37.30969(N) 099 46 13.98581(W)   ADJUSTED
 PS0717* NAVD 88 ORTHO HEIGHT -   559.    (meters)     1834.    (feet) SCALED
 PS0717  ______________________________________________________________________
 PS0717  GEOID HEIGHT    -        -24.123 (meters)                     GEOID18
 PS0717  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 PS0717  HORZ ORDER      -  SECOND
 PS0717
 PS0717.The horizontal coordinates were established by classical geodetic methods
 PS0717.and adjusted by the National Geodetic Survey in January 1998.
 PS0717
 PS0717.The orthometric height was scaled from a topographic map.
 PS0717
 PS0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0717.GEOID18 height accuracy estimate available here.
 PS0717
 PS0717.Click photographs - Photos may exist for this station.
 PS0717
 PS0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0717
 PS0717. The following values were computed from the NAD 83(1996) position.
 PS0717
 PS0717;                    North         East     Units Scale Factor Converg.
 PS0717;SPC SD S     -   206,828.584   644,989.203   MT  0.99995726   +0 23 17.6
 PS0717;SPC SD S     -   678,570.11  2,116,102.08   sFT  0.99995726   +0 23 17.6
 PS0717;UTM  14      - 4,893,675.368   438,422.993   MT  0.99964663   -0 32 13.8
 PS0717
 PS0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0717!SPC SD S     -   0.99991609  x   0.99995726  =   0.99987335
 PS0717!UTM  14      -   0.99991609  x   0.99964663  =   0.99956275
 PS0717
 PS0717:                Primary Azimuth Mark                     Grid Az
 PS0717:SPC SD S     -  JOE AZ MK                                268 27 50.3
 PS0717:UTM  14      -  JOE AZ MK                                269 23 21.7
 PS0717
 PS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3842293675(NAD 83)
 PS0717
 PS0717|---------------------------------------------------------------------|
 PS0717| PID    Reference Object                     Distance      Geod. Az  |
 PS0717|                                                           dddmmss.s |
 PS0717| CO5715 JOE RM 2                                           00806     |
 PS0717| CO5714 JOE RM 1                                           13421     |
 PS0717| CO5713 JOE AZ MK                                          2685107.9 |
 PS0717|---------------------------------------------------------------------|
 PS0717
 PS0717                          SUPERSEDED SURVEY CONTROL
 PS0717
 PS0717  NAD 83(1986)-  44 11 37.30701(N)    099 46 13.99093(W) AD(       ) 2
 PS0717  NAD 27      -  44 11 37.35700(N)    099 46 12.57300(W) AD(       ) 2
 PS0717
 PS0717.Superseded values are not recommended for survey control.
 PS0717
 PS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0717.See file dsdata.pdf to determine how the superseded data were derived.
 PS0717
 PS0717_MARKER: DS = TRIANGULATION STATION DISK
 PS0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0717_STAMPING: JOE 1948
 PS0717_MARK LOGO: CGS
 PS0717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PS0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0717+STABILITY: SURFACE MOTION
 PS0717
 PS0717  HISTORY     - Date     Condition        Report By
 PS0717  HISTORY     - 1948     MONUMENTED       CGS
 PS0717  HISTORY     - 19841108 GOOD             NGS
 PS0717
 PS0717                          STATION DESCRIPTION
 PS0717
 PS0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0717'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF DE GREY
 PS0717'AND 1.5 MILES EAST OF JOE CREEK, ON THE CROW CREEK INDIAN
 PS0717'RESERVATION.  IT IS 106 FEET NORTH OF A FENCE, 22 FEET EAST
 PS0717'OF THE EAST BANK OF A GRAVEL PIT AND 9 FEET SOUTH OF A WITNESS
 PS0717'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0717'JOE 1948.
 PS0717'
 PS0717'REFERENCE MARK NO. 1 IS 67.64 FEET SOUTHEAST OF THE STATION
 PS0717'AND 60 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 PS0717'AND THE DISK IS STAMPED JOE NO 1 1948.
 PS0717'
 PS0717'REFERENCE MARK NO. 2 IS 90.62 FEET NORTH-NORTHEAST OF THE
 PS0717'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0717'JOE NO 2 1948.
 PS0717'
 PS0717'AZIMUTH MARK IS ABOUT 0.7 MILE WEST OF THE STATION, 49 FEET NORTH
 PS0717'OF THE CENTERLINE OF THE ROAD, 19 FEET NORTHWEST OF A FENCE
 PS0717'CORNER AND 3 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 PS0717'PROJECTS 6 INCHES AND THE DISK IS STAMPED JOE 1948.
 PS0717'
 PS0717'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO EAST ON EAST
 PS0717'CAPITOL AVE. FOR 3.35 MILES TO THE END OF HARD SURFACE ROAD,
 PS0717'CONTINUE ON (EAST) GRAVELED ROAD 10.8 MILES TO A RAILROAD
 PS0717'CROSSING, CONTINUE ON MAIN ROAD 9.6 MILES TO THE DE GREY POST
 PS0717'OFFICE AND STORE, CONTINUE (EAST) ON MAIN ROAD 1.2 MILE TO
 PS0717'FORKS, TAKE RIGHT FORK 2.7 MILES TO A POINT WHERE MAIN ROAD
 PS0717'TURNS RIGHT, TURN RIGHT (SOUTH) 4.55 MILES TO A T ROAD LEFT
 PS0717'AT LARGE RANCH, TURN LEFT (EAST) 3.1 MILE TO A T INTERSECTION,
 PS0717'TURN RIGHT (SOUTH) 1.0 MILE TO WHERE MAIN ROAD TURNS EAST
 PS0717'(AZIMUTH MARK ON THE LEFT AFTER TURNING CORNER), TURN LEFT
 PS0717'(EAST) 0.75 MILE TO A GATE ON THE LEFT AT ENTRANCE TO
 PS0717'GRAVEL PIT AND THE STATION.
 PS0717'
 PS0717'A 4 FOOT SIGNAL AT GREY, CHAPELLE, CHANEY, NECK (MO.R.C) IRON,
 PS0717'KEN, CEDAR RIVER (MO.R.C) IS VISIBLE FROM THE GROUND.
 PS0717'
 PS0717'A 50 FOOT SIGNAL AT STEPHAN AND BRULE IS VISIBLE FROM THE
 PS0717'GROUND.
 PS0717'
 PS0717'A 4 FOOT SIGNAL AT SHOBER IS VISIBLE AT 30 FEET.
 PS0717'
 PS0717'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PS0717
 PS0717                          STATION RECOVERY (1984)
 PS0717
 PS0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PS0717'THE STATION AND REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  THE
 PS0717'AZIMUTH MARK WAS NOT RECOVERED AND APPARENTLY WAS DESTROYED BY ROAD
 PS0717'CONSTRUCTION.  REFERENCE MARK 2 APPARENTLY WAS DESTROYED OR COVERED
 PS0717'WHEN EXCAVATING IN THE GRAVEL PIT AT THE STATION SIET.  REFERENCE MARK
 PS0717'3 WAS ESTABLISHED AND 12 LW USGS WAS OBSERVED AND WILL SUFFICE FOR AN
 PS0717'AZIMUTH MARK.  THE DIRECTION TO REFERENCE MARK 1 AGREED FAVORABLY WITH
 PS0717'THE 1948 DATA.  THE DISTANCE TO IT WAS NOTED TO BE 0.040 M (0.131 FT)
 PS0717'SHORTER THAN THE 1948 DISTANCE, BUT THE 1948 DISTANCE MAY BE A SLOPE
 PS0717'DISTANCE.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT
 PS0717'50 KM (31.05 MI) SOUTHEAST OF PIERRE, 14.5 KM (9.00 MI) SOUTHEAST OF
 PS0717'DE GREY, 2.5 KM (1.55 MI) EAST OF JOE CREEK, IN WHAT IS LOCALLY KNOWN
 PS0717'AS THE POCKET, WHICH IS AN AREA, SURROUNDED ON THE WEST, SOUTH AND
 PS0717'EAST SIDE, BY THE MISSOURI RIVER. THE STATION IS ON THE CROW CREEK
 PS0717'INDIAN RESERVATION.  TO ENTER, CONTACT THE BUREAU OF INDIAN AFFAIRS.
 PS0717'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 34 AND JOE CREEK
 PS0717'RECREATION AREA ROAD, WHICH IS ABOUT 40.2 KM (24.95 MI) SOUTHEAST OF
 PS0717'PIERRE, GO SOUTH ON GRAVELED ROAD FOR 7.2 KM (4.45 MI) TO A CROSSROAD.
 PS0717'TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 4.8 K TO A T-ROAD.  TURN
 PS0717'RIGHT AND GO SOUTH AND SOUTHEAST ON GRAVELED ROAD FOR 3.7 KM (2.30 MI)
 PS0717'TO WEST BEND ELEMENTARY SCHOOL ON THE LEFT.  CONTINUE 0.2 KM (0.10 MI)
 PS0717'TO A CROSSROAD.  TURN LEFT AND GO 1.3 KM (0.80 MI) NORTH TO WHERE ROAD
 PS0717'TURNS WEST.  TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) TO TOP OF
 PS0717'HILL, A GATE, AND STATION ON THE RIGHT.  THE STATION IS STANDARD CGS
 PS0717'IS DISK STAMPED JOE 1948 SET INTO THET TOP OF A SQUARE CONCRETE 12
 PS0717'INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES,10 CM,ABOVE THE GROUND.
 PS0717'LOCATED 7.3 METERS (24.0 FT) NW FROM THE CENTER OF A TRACK ROAD.  4.0
 PS0717'METERS (13.1 FT) E FROM THE EDGE OF A GRAVEL PIT.  0.3 METERS (1.0 FT)
 PS0717'W FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 PS0717'STAMPED JOE NO 1 1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PS0717'12 INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM ) ABOVE THE
 PS0717'GROUND.  LOCATED 18.2 N FROM A FENCE.  11.3 METERS (37.1 FT) S FROM
 PS0717'THE CENTER OF A TRACK ROAD, AND 4 FEET (1.2 M) LOWER THAN THE STATION.
 PS0717'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED JOE 1948 NO 3 1984
 PS0717'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PS0717'DIAMETER FLUSH WITH THE GROUND.  LOCATED 15.9 METERS (52.2 FT) N FROM
 PS0717'A FENCE CORNER POST. 6.0 METERS (19.7 FT) S FROM THE CENTER OF A TRACK
 PS0717'ROAD.  0.6 METER (2.0 FT) E FROM THE EDGE OF A GRAVEL PIT.  0.3 METER
 PS0717'(1.0 FT) E FROM A WITNESS POST, AND 0.3 METER (1.0 FT) LOWER THAN THE
 PS0717'STATION.  AZIMUTH MARK NO 2 IS A STANDARD USGS DISK STAMPED 12 LW 1946
 PS0717'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20 CM) IN
 PS0717'DIAMETER PROJECTING 12 INCHES (30 CM)ABOVE THE GROUND.  LOCATED 11.2
 PS0717'METERS (36.7 FT) N FROM THE CENTER OF A TRACK ROAD.  0.3 METER (1.0
 PS0717'FT) W FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 PS0717'STATION, FOLLOW TRACK ROAD NORTH AND NORTHEAST FOR 1.7 KM (1.05 MI) TO
 PS0717'THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0092 ***********************************************************************
 PU0092  DESIGNATION -  JOE RM 1
 PU0092  PID         -  PU0092
 PU0092  STATE/COUNTY-  SD/MEADE
 PU0092  COUNTRY     -  US
 PU0092  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0092
 PU0092                         *CURRENT SURVEY CONTROL
 PU0092  ______________________________________________________________________
 PU0092* NAD 83(1986) POSITION- 44 52 41.80   (N) 102 15 07.65   (W)   HD_HELD1
 PU0092* NAVD 88 ORTHO HEIGHT -   786.561 (meters)     2580.58  (feet) ADJUSTED
 PU0092  ______________________________________________________________________
 PU0092  GEOID HEIGHT    -        -19.075 (meters)                     GEOID18
 PU0092  DYNAMIC HEIGHT  -        786.392 (meters)     2580.02  (feet) COMP
 PU0092  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PU0092
 PU0092  VERT ORDER      -  SECOND    CLASS 0
 PU0092
 PU0092.The horizontal coordinates were determined by differentially corrected
 PU0092.hand held GPS observations or other comparable positioning techniques
 PU0092.and have an estimated accuracy of +/- 3 meters.
 PU0092
 PU0092.The orthometric height was determined by differential leveling and
 PU0092.adjusted by the NATIONAL GEODETIC SURVEY
 PU0092.in June 1991.
 PU0092
 PU0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0092.GEOID18 height accuracy estimate available here.
 PU0092
 PU0092.Click photographs - Photos may exist for this station.
 PU0092
 PU0092.The dynamic height is computed by dividing the NAVD 88
 PU0092.geopotential number by the normal gravity value computed on the
 PU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0092.degrees latitude (g = 980.6199 gals.).
 PU0092
 PU0092.The modeled gravity was interpolated from observed gravity values.
 PU0092
 PU0092;                    North         East    Units  Estimated Accuracy
 PU0092;SPC SD N     -   118,591.3     422,084.5     MT  (+/- 3 meters HH1 GPS) 
 PU0092
 PU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1703373102(NAD 83)
 PU0092
 PU0092                          SUPERSEDED SURVEY CONTROL
 PU0092
 PU0092  NGVD 29 (??/??/92)  786.102  (m)         2579.07   (f) ADJ UNCH    2 0
 PU0092
 PU0092.Superseded values are not recommended for survey control.
 PU0092
 PU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0092.See file dsdata.pdf to determine how the superseded data were derived.
 PU0092
 PU0092_MARKER: DR = REFERENCE MARK DISK
 PU0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0092_STAMPING: JOE NO 1 1962
 PU0092_MARK LOGO: CGS
 PU0092_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0092+STABILITY: SURFACE MOTION
 PU0092
 PU0092  HISTORY     - Date     Condition        Report By
 PU0092  HISTORY     - 1962     MONUMENTED       CGS
 PU0092  HISTORY     - 1963     GOOD             CGS
 PU0092
 PU0092                          STATION DESCRIPTION
 PU0092
 PU0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0092'15 MI SE FROM OPAL.
 PU0092'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0092'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0092'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 PU0092'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A
 PU0092'PRIVATE DIRT ROAD, IN SECTION 26, T 11 N, R 15 E, AT THE CREST
 PU0092'OF A RIDGE, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44.8
 PU0092'FEET EAST OF JOE 1962, 44 FEET EAST OF A METAL WITNESS POST,
 PU0092'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0092'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0094 ***********************************************************************
 PU0094  DESIGNATION -  JOE RM 2
 PU0094  PID         -  PU0094
 PU0094  STATE/COUNTY-  SD/MEADE
 PU0094  COUNTRY     -  US
 PU0094  USGS QUAD   -  LEMMON BUTTE (2017)
 PU0094
 PU0094                         *CURRENT SURVEY CONTROL
 PU0094  ______________________________________________________________________
 PU0094* NAD 83(1986) POSITION- 44 52 42.31   (N) 102 15 08.54   (W)   HD_HELD1
 PU0094* NAVD 88 ORTHO HEIGHT -   786.572 (meters)     2580.61  (feet) ADJUSTED
 PU0094  ______________________________________________________________________
 PU0094  GEOID HEIGHT    -        -19.074 (meters)                     GEOID18
 PU0094  DYNAMIC HEIGHT  -        786.403 (meters)     2580.06  (feet) COMP
 PU0094  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PU0094
 PU0094  VERT ORDER      -  SECOND    CLASS 0
 PU0094
 PU0094.The horizontal coordinates were determined by differentially corrected
 PU0094.hand held GPS observations or other comparable positioning techniques
 PU0094.and have an estimated accuracy of +/- 3 meters.
 PU0094
 PU0094.The orthometric height was determined by differential leveling and
 PU0094.adjusted by the NATIONAL GEODETIC SURVEY
 PU0094.in June 1991.
 PU0094
 PU0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0094.GEOID18 height accuracy estimate available here.
 PU0094
 PU0094.Click photographs - Photos may exist for this station.
 PU0094
 PU0094.The dynamic height is computed by dividing the NAVD 88
 PU0094.geopotential number by the normal gravity value computed on the
 PU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0094.degrees latitude (g = 980.6199 gals.).
 PU0094
 PU0094.The modeled gravity was interpolated from observed gravity values.
 PU0094
 PU0094;                    North         East    Units  Estimated Accuracy
 PU0094;SPC SD N     -   118,607.5     422,065.4     MT  (+/- 3 meters HH1 GPS) 
 PU0094
 PU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1701373117(NAD 83)
 PU0094
 PU0094                          SUPERSEDED SURVEY CONTROL
 PU0094
 PU0094  NGVD 29 (??/??/92)  786.113  (m)         2579.11   (f) ADJ UNCH    2 0
 PU0094
 PU0094.Superseded values are not recommended for survey control.
 PU0094
 PU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0094.See file dsdata.pdf to determine how the superseded data were derived.
 PU0094
 PU0094_MARKER: DR = REFERENCE MARK DISK
 PU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0094_STAMPING: JOE NO 2 1962
 PU0094_MARK LOGO: CGS
 PU0094_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0094+STABILITY: SURFACE MOTION
 PU0094
 PU0094  HISTORY     - Date     Condition        Report By
 PU0094  HISTORY     - 1962     MONUMENTED       CGS
 PU0094  HISTORY     - 1963     GOOD             CGS
 PU0094
 PU0094                          STATION DESCRIPTION
 PU0094
 PU0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0094'15 MI SE FROM OPAL.
 PU0094'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0094'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0094'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 PU0094'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A
 PU0094'PRIVATE DIRT ROAD, IN SECTION 26, T 11 N, R 15 E, AT THE CREST
 PU0094'OF A RIDGE, 84 FEET NORTH OF THE CENTER LINE OF THE ROAD, 47.6
 PU0094'FEET NORTHWEST OF JOE 1962, ABOUT LEVEL WITH THE ROAD, AND SET
 PU0094'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0324 ***********************************************************************
 QT0324  DESIGNATION -  JOHN
 QT0324  PID         -  QT0324
 QT0324  STATE/COUNTY-  SD/BUTTE
 QT0324  COUNTRY     -  US
 QT0324  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0324
 QT0324                         *CURRENT SURVEY CONTROL
 QT0324  ______________________________________________________________________
 QT0324* NAD 83(1996) POSITION- 45 02 17.06675(N) 103 53 35.60238(W)   ADJUSTED
 QT0324* NAVD 88 ORTHO HEIGHT -   999.617 (meters)     3279.58  (feet) ADJUSTED
 QT0324  ______________________________________________________________________
 QT0324  GEOID HEIGHT    -        -15.854 (meters)                     GEOID18
 QT0324  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 QT0324  DYNAMIC HEIGHT  -        999.357 (meters)     3278.72  (feet) COMP
 QT0324  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 QT0324
 QT0324  HORZ ORDER      -  THIRD
 QT0324  VERT ORDER      -  SECOND    CLASS 0
 QT0324
 QT0324.The horizontal coordinates were established by classical geodetic methods
 QT0324.and adjusted by the National Geodetic Survey in January 1998.
 QT0324
 QT0324.The orthometric height was determined by differential leveling and
 QT0324.adjusted by the NATIONAL GEODETIC SURVEY
 QT0324.in June 1991.
 QT0324
 QT0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0324.GEOID18 height accuracy estimate available here.
 QT0324
 QT0324.Click photographs - Photos may exist for this station.
 QT0324
 QT0324.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0324
 QT0324.The dynamic height is computed by dividing the NAVD 88
 QT0324.geopotential number by the normal gravity value computed on the
 QT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0324.degrees latitude (g = 980.6199 gals.).
 QT0324
 QT0324.The modeled gravity was interpolated from observed gravity values.
 QT0324
 QT0324. The following values were computed from the NAD 83(1996) position.
 QT0324
 QT0324;                    North         East     Units Scale Factor Converg.
 QT0324;SPC SD N     -   141,248.020   293,371.958   MT  0.99993914   -2 45 19.4
 QT0324;SPC SD N     -   463,411.21    962,504.50   sFT  0.99993914   -2 45 19.4
 QT0324;SPC WY E     -   504,884.391   300,334.222   MT  1.00006124   +0 54 04.1
 QT0324;SPC WY E     - 1,656,441.54    985,346.53   sFT  1.00006124   +0 54 04.1
 QT0324;UTM  13      - 4,987,775.751   587,173.177   MT  0.99969344   +0 46 59.4
 QT0324
 QT0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0324!SPC SD N     -   0.99984578  x   0.99993914  =   0.99978493
 QT0324!SPC WY E     -   0.99984578  x   1.00006124  =   0.99990701
 QT0324!UTM  13      -   0.99984578  x   0.99969344  =   0.99953927
 QT0324
 QT0324:                Primary Azimuth Mark                     Grid Az
 QT0324:SPC SD N     -  BEST                                     255 36 55.7
 QT0324:SPC WY E     -  BEST                                     251 57 32.2
 QT0324:UTM  13      -  BEST                                     252 04 36.9
 QT0324
 QT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8717387775(NAD 83)
 QT0324
 QT0324|---------------------------------------------------------------------|
 QT0324| PID    Reference Object                     Distance      Geod. Az  |
 QT0324|                                                           dddmmss.s |
 QT0324| QT0323 JOHN RM 1                            18.076 METERS 15035     |
 QT0324| QT0325 JOHN RM 2                            17.610 METERS 24648     |
 QT0324| QT0528 BEST                                APPROX. 5.0 KM 2525136.3 |
 QT0324|---------------------------------------------------------------------|
 QT0324
 QT0324                          SUPERSEDED SURVEY CONTROL
 QT0324
 QT0324  NAD 83(1993)-  45 02 17.06302(N)    103 53 35.60144(W) AD(       ) 3
 QT0324  NAD 83(1986)-  45 02 17.05533(N)    103 53 35.59812(W) AD(       ) 3
 QT0324  NAD 27      -  45 02 17.09930(N)    103 53 33.84280(W) AD(       ) 3
 QT0324  NGVD 29 (??/??/92)  999.122  (m)         3277.95   (f) ADJ UNCH    2 0
 QT0324  NGVD 29             999.12   (m)         3277.9    (f) LEVELING    3  
 QT0324
 QT0324.Superseded values are not recommended for survey control.
 QT0324
 QT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0324.See file dsdata.pdf to determine how the superseded data were derived.
 QT0324
 QT0324_MARKER: DS = TRIANGULATION STATION DISK
 QT0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0324_STAMPING: JOHN 1962
 QT0324_MARK LOGO: CGS
 QT0324_PROJECTION: FLUSH
 QT0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0324+STABILITY: SURFACE MOTION
 QT0324
 QT0324  HISTORY     - Date     Condition        Report By
 QT0324  HISTORY     - 1962     MONUMENTED       CGS
 QT0324  HISTORY     - 1962     GOOD             CGS
 QT0324
 QT0324                          STATION DESCRIPTION
 QT0324
 QT0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 QT0324'THE STATION IS 25-1/2 MILES NORTH OF BELLE FOURCHE, 6-1/2
 QT0324'MILES NORTHWEST OF A PEAK LOCALLY KNOWN AS ANTELOPE BUTTE,
 QT0324'IN THE NORTHEAST QUARTER OF SECTION 5, T 12 N, R 2 E, AND ON
 QT0324'PROPERTY OWNED BY MR. JOHN HELMER.
 QT0324'
 QT0324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 QT0324'AND 212 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON
 QT0324'U.S. HIGHWAY 85 FOR 10.85 MILES TO A BRIDGE OVER OWL CREEK.
 QT0324'CONTINUE NORTH ON U.S. HIGHWAY 85 FOR 0.8 MILE TO A SIDE ROAD
 QT0324'ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD FOR
 QT0324'8.7 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTHERLY
 QT0324'ON THE GRAVEL ROAD FOR 3.9 MILES TO A GATE AND A SIDE ROAD
 QT0324'ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO WEST
 QT0324'ON A GRAVEL ROAD FOR 0.7 MILE TO THE CREST OF A RIDGE.  TURN
 QT0324'RIGHT AND GO NORTHWEST ACROSS OPEN PRAIRIE ON A DIM TRACK
 QT0324'ROAD FOR 1.2 MILES TO THE STATION ON A LOW GRASSY KNOLL.
 QT0324'
 QT0324'STATION MARKS ARE STANDARD DISKS STAMPED JOHN 1962.  THE
 QT0324'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 QT0324'WITH THE SURFACE OF THE GROUND.  IT IS ON THE HIGHEST PART
 QT0324'OF THE LOW GRASSY KNOLL.  THE UNDERGROUND DISK IS SET IN AN
 QT0324'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 QT0324'THE GROUND.
 QT0324'
 QT0324'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JOHN NO 1 1962,
 QT0324'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 QT0324'SURFACE OF THE GROUND.  IT IS 1 FOOT LOWER IN ELEVATION THAN
 QT0324'THE STATION.
 QT0324'
 QT0324'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JOHN NO 2 1962,
 QT0324'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 QT0324'SURFACE OF THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 QT0324'
 QT0324'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 QT0324'
 QT0324'STATION BEST MAY BE USED AS THE AZIMUTH MARK.
 QT0324
 QT0324                          STATION RECOVERY (1962)
 QT0324
 QT0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QT0324'26.1 MI N FROM BELLE FOURCHE.
 QT0324'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0324'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 12.75
 QT0324'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST
 QT0324'ACROSS COUNTRY, 0.1 MILE SOUTH OF A NORTH-SOUTH FENCE AND ON THE
 QT0324'TOP OF A ROUND TOP KNOLL, 0.1 MILE EAST OF AN EAST-WEST FENCE,
 QT0324'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0739 ***********************************************************************
 QS0739  DESIGNATION -  JOHN
 QS0739  PID         -  QS0739
 QS0739  STATE/COUNTY-  SD/POTTER
 QS0739  COUNTRY     -  US
 QS0739  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0739
 QS0739                         *CURRENT SURVEY CONTROL
 QS0739  ______________________________________________________________________
 QS0739* NAD 83(1996) POSITION- 45 06 47.73236(N) 100 03 43.21665(W)   ADJUSTED
 QS0739* NAVD 88 ORTHO HEIGHT -   586.794 (meters)     1925.17  (feet) ADJUSTED
 QS0739  ______________________________________________________________________
 QS0739  GEOID HEIGHT    -        -22.407 (meters)                     GEOID18
 QS0739  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 QS0739  DYNAMIC HEIGHT  -        586.709 (meters)     1924.89  (feet) COMP
 QS0739  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 QS0739
 QS0739  HORZ ORDER      -  SECOND
 QS0739  VERT ORDER      -  FIRST     CLASS II
 QS0739
 QS0739.The horizontal coordinates were established by classical geodetic methods
 QS0739.and adjusted by the National Geodetic Survey in January 1998.
 QS0739
 QS0739.The orthometric height was determined by differential leveling and
 QS0739.adjusted by the NATIONAL GEODETIC SURVEY
 QS0739.in July 1998.
 QS0739
 QS0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0739.GEOID18 height accuracy estimate available here.
 QS0739
 QS0739.Click photographs - Photos may exist for this station.
 QS0739
 QS0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0739
 QS0739.The dynamic height is computed by dividing the NAVD 88
 QS0739.geopotential number by the normal gravity value computed on the
 QS0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0739.degrees latitude (g = 980.6199 gals.).
 QS0739
 QS0739.The modeled gravity was interpolated from observed gravity values.
 QS0739
 QS0739. The following values were computed from the NAD 83(1996) position.
 QS0739
 QS0739;                    North         East     Units Scale Factor Converg.
 QS0739;SPC SD N     -   142,230.554   595,121.067   MT  0.99993970   -0 02 38.0
 QS0739;SPC SD N     -   466,634.74  1,952,493.03   sFT  0.99993970   -0 02 38.0
 QS0739;UTM  14      - 4,996,080.718   416,462.868   MT  0.99968581   -0 45 08.9
 QS0739
 QS0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0739!SPC SD N     -   0.99991152  x   0.99993970  =   0.99985123
 QS0739!UTM  14      -   0.99991152  x   0.99968581  =   0.99959736
 QS0739
 QS0739:                Primary Azimuth Mark                     Grid Az
 QS0739:SPC SD N     -  KARL                                     013 13 37.3
 QS0739:UTM  14      -  KARL                                     013 56 08.2
 QS0739
 QS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1646296080(NAD 83)
 QS0739
 QS0739|---------------------------------------------------------------------|
 QS0739| PID    Reference Object                     Distance      Geod. Az  |
 QS0739|                                                           dddmmss.s |
 QS0739| AE5305 JOHN RM 2                            12.248 METERS 00105     |
 QS0739| QS0737 KARL                                APPROX. 8.5 KM 0131059.3 |
 QS0739| AE5304 JOHN RM 1                            16.829 METERS 18014     |
 QS0739|---------------------------------------------------------------------|
 QS0739
 QS0739                          SUPERSEDED SURVEY CONTROL
 QS0739
 QS0739  NAD 83(1986)-  45 06 47.72407(N)    100 03 43.21981(W) AD(       ) 2
 QS0739  NAD 27      -  45 06 47.77331(N)    100 03 41.78682(W) AD(       ) 2
 QS0739
 QS0739.Superseded values are not recommended for survey control.
 QS0739
 QS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0739.See file dsdata.pdf to determine how the superseded data were derived.
 QS0739
 QS0739_MARKER: DD = SURVEY DISK
 QS0739_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0739+WITH SETTING: INFORMATION.
 QS0739_STAMPING: JOHN ET 1967
 QS0739_MARK LOGO: USGS
 QS0739_PROJECTION: FLUSH
 QS0739_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0739+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 QS0739
 QS0739  HISTORY     - Date     Condition        Report By
 QS0739  HISTORY     - 1967     MONUMENTED       USGS
 QS0739  HISTORY     - 19970309 GOOD             NGS
 QS0739
 QS0739                          STATION DESCRIPTION
 QS0739
 QS0739'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0739'THE STATION IS LOCATED APPROX. 28.0 MI S. OF THE TOWN OF SELBY,
 QS0739'7.0 MI N. AND 5.5 MI W. OF GETTYSBURG, T. 119 N., R. 76 W.,
 QS0739'NEAR THE NW. COR. SEC. 19.
 QS0739'
 QS0739'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 QS0739'STATE HWY. 103 AT THE TOWN OF SELBY, GO S. ALONG U.S. HWY. 83
 QS0739'FOR 27.7 MI TO CREST OF HILL AND STATION ON (E.) LEFT.
 QS0739'
 QS0739'STATION MARK IS 39 FT N. AND 54 FT E. OF CENTER OF HWY. AT FIELD
 QS0739'DRIVE E., 3 FT W. FENCE, 3 FT W. OF USGS WITNESS POST, STAMPED
 QS0739'ET JOHN 1967.
 QS0739'
 QS0739'REFERENCE MARK NO. 1 IS S. OF THE STATION, 17 FT S. AND 54 FT
 QS0739'E. OF CENTER OF HWY. AT A FIELD DRIVE E., 3 FT W. OF A YELLOW
 QS0739'PAINTED 4 IN. X 4 IN. POST, 3 FT W. OF FENCE, STAMPED JOHN NO. 1
 QS0739'1967.
 QS0739'
 QS0739'REFERENCE MARK NO. 2 IS N. OF THE STATION, 79 FT N. AND 54 FT
 QS0739'E. OF THE CENTER OF HWY. AT A FIELD DRIVE E., 3 FT W. OF FENCE,
 QS0739'STAMPED JOHN NO. 2 1967.
 QS0739'
 QS0739'AZIMUTH MARK - NONE SET.
 QS0739'
 QS0739'REFERENCE AZIMUTH.
 QS0739'
 QS0739'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0739'ON A ONE-HALF IN. COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER
 QS0739'TILE, 12 INS. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0739'
 QS0739'STANDARD BRACED TRIPOD USED.
 QS0739
 QS0739                          STATION RECOVERY (1997)
 QS0739
 QS0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0739'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0739'EXENE STREET IN GETTYSBURG, THENCE 11.1 KM (6.90 MI) NORTHERLY ALONG
 QS0739'U.S. HIGHWAY 83, 16.9 M (55.4 FT) NORTH OF REFERENCE MARK 1, 16.5 M
 QS0739'(54.1 FT) EAST OF THE HIGHWAY CENTERLINE, 12.3 M (40.4 FT) NORTH OF
 QS0739'THE CENTER OF A FIELD ENTRANCE, 12.3 M (40.4 FT) SOUTH OF REFERENCE
 QS0739'MARK 2, 8.1 M (26.6 FT) EAST OF MILEPOST 182, 3.1 M (10.2 FT) WEST OF
 QS0739'A FENCE, 1.0 M (3.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 QS0739'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 QS0739'TILE PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2177 ***********************************************************************
 PU2177  DESIGNATION -  JOHN
 PU2177  PID         -  PU2177
 PU2177  STATE/COUNTY-  SD/PENNINGTON
 PU2177  COUNTRY     -  US
 PU2177  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU2177
 PU2177                         *CURRENT SURVEY CONTROL
 PU2177  ______________________________________________________________________
 PU2177* NAD 83(1996) POSITION- 44 05 10.76269(N) 102 04 32.87920(W)   ADJUSTED
 PU2177* NAVD 88 ORTHO HEIGHT -   887.5   (meters)     2912.    (feet) VERTCON3
 PU2177  ______________________________________________________________________
 PU2177  GEOID HEIGHT    -        -19.566 (meters)                     GEOID18
 PU2177  LAPLACE CORR    -         -9.48  (seconds)                    DEFLEC18
 PU2177  HORZ ORDER      -  FIRST
 PU2177
 PU2177.The horizontal coordinates were established by classical geodetic methods
 PU2177.and adjusted by the National Geodetic Survey in January 1998.
 PU2177
 PU2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2177
 PU2177.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2177.GEOID18 height accuracy estimate available here.
 PU2177
 PU2177.Click photographs - Photos may exist for this station.
 PU2177
 PU2177.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2177
 PU2177. The following values were computed from the NAD 83(1996) position.
 PU2177
 PU2177;                    North         East     Units Scale Factor Converg.
 PU2177;SPC SD S     -   196,209.649   460,464.772   MT  0.99994019   -1 12 07.4
 PU2177;SPC SD S     -   643,731.16  1,510,708.17   sFT  0.99994019   -1 12 07.4
 PU2177;UTM  13      - 4,885,618.879   734,108.353   MT  1.00027411   +2 02 07.5
 PU2177;UTM  14      - 4,886,061.434   253,754.374   MT  1.00034583   -2 08 27.7
 PU2177
 PU2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2177!SPC SD S     -   0.99986393  x   0.99994019  =   0.99980413
 PU2177!UTM  13      -   0.99986393  x   1.00027411  =   1.00013800
 PU2177!UTM  14      -   0.99986393  x   1.00034583  =   1.00020971
 PU2177
 PU2177:                Primary Azimuth Mark                     Grid Az
 PU2177:SPC SD S     -  JOHN AZ MK RESET                         033 11 16.6
 PU2177:UTM  13      -  JOHN AZ MK RESET                         029 57 01.7
 PU2177:UTM  14      -  JOHN AZ MK RESET                         034 07 36.9
 PU2177
 PU2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3410885618(NAD 83)
 PU2177
 PU2177|---------------------------------------------------------------------|
 PU2177| PID    Reference Object                     Distance      Geod. Az  |
 PU2177|                                                           dddmmss.s |
 PU2177| PU0364 JOHN AZ MK RESET                                   0315909.2 |
 PU2177| CP9728 JOHN AZ MK                                         0322120.0 |
 PU2177| CP9730 JOHN RM 1                           118.628 METERS 14624     |
 PU2177| OT0730 WALL MUNICIPAL TANK                 APPROX.16.9 KM 2322142.4 |
 PU2177| CP9731 JOHN RM 2                           172.118 METERS 23442     |
 PU2177|---------------------------------------------------------------------|
 PU2177
 PU2177                          SUPERSEDED SURVEY CONTROL
 PU2177
 PU2177  NAD 83(1986)-  44 05 10.75488(N)    102 04 32.88097(W) AD(       ) 1
 PU2177  NAD 27      -  44 05 10.80000(N)    102 04 31.32900(W) AD(       ) 1
 PU2177  NGVD 29 (07/19/86)  887.0    (m)         2910.     (f) VERT ANG       
 PU2177
 PU2177.Superseded values are not recommended for survey control.
 PU2177
 PU2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2177.See file dsdata.pdf to determine how the superseded data were derived.
 PU2177
 PU2177_MARKER: DS = TRIANGULATION STATION DISK
 PU2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2177_STAMPING: JOHN 1924
 PU2177_MARK LOGO: CGS
 PU2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2177+STABILITY: SURFACE MOTION
 PU2177
 PU2177  HISTORY     - Date     Condition        Report By
 PU2177  HISTORY     - 1924     MONUMENTED       CGS
 PU2177  HISTORY     - 1934     GOOD             CGS
 PU2177  HISTORY     - 1950     GOOD             CGS
 PU2177  HISTORY     - 1961     GOOD             CGS
 PU2177
 PU2177                          STATION DESCRIPTION
 PU2177
 PU2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PU2177'STATION IS ABOUT 7-1/2 MILES N AND 2-1/2 MILES E OF QUINN, 7
 PU2177'MILES S AND 1 MILE W OF KNODEL STATION, IN THE W HALF OF THE
 PU2177'SE 1/4 OF SEC. 33, T 2 N, R 17 E, ON THE HIGHEST PART OF A RIDGE
 PU2177'IN PASTURE OWNED BY ED.  JOHANNESSON, WHO LIVES IN THE NE CORNER
 PU2177'OF THE 1/4 SECTION.
 PU2177'
 PU2177'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PU2177'DISKS SET IN CONCRETE.
 PU2177'
 PU2177'REFERENCE MARK IS ON THE TOWN LINE AT CORNER OF TWO INTERSECTING
 PU2177'FENCES, 172 METERS SW OF STATION.
 PU2177'
 PU2177'TO REACH STATION FROM QUINN, GO N ON GRADED ROAD ABOUT 9 MILES
 PU2177'TO ROAD ON E AND W SECTION LINE.  TURN E, GO 3 MILES, THENCE S
 PU2177'1-1/2 MILES TO JOHANNESSONS HOUSE AND OUT THROUGH HIS PASTURE
 PU2177'TO THE STATION.  FROM KNODEL STATION GO M MILES S.  STATION IS
 PU2177'90 METERS N OF FENCE LINE ON S SIDE OF PASTURE AND ABOUT 25
 PU2177'METERS W OF THE EDGE OF BLUFF ON WHICH IT IS LOCATED.
 PU2177'
 PU2177'HEIGHT OF TRIPOD FOR OBSERVATIONS FROM PHILIP AND KNODEL IS 1.34
 PU2177'METERS, FOR ALL OTHERS, IT IS 10.91 METERS.
 PU2177
 PU2177                          STATION RECOVERY (1934)
 PU2177
 PU2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PU2177'THE STATION WAS RECOVERED AS DESCRIBED.  THE MARKS WERE IN
 PU2177'GOOD CONDITION AND REFERENCE MARK NO. 1 AND AN AZIMUTH MARK WERE
 PU2177'ESTABLISHED.
 PU2177'
 PU2177'THE LAND THE STATION IS LOCATED ON, IS OWNED BY MR. JOHANNESSON
 PU2177'WHO LIVES NW IN THE CANYON.
 PU2177'
 PU2177'STATION IS ABOUT 7-1/2 MILES N, AND 2-1/2 MILES E OF QUINN,
 PU2177'SOUTH DAKOTA, 110 FEET SW OF EDGE OF BLUFF IN PASTURE LAND IN
 PU2177'SE 1/4 OF SEC. 33, T 2 N, R 17 E, AND MARK PROJECTS 2 INCHES.
 PU2177'
 PU2177'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 1-1/2 FEET N OF AN
 PU2177'E-W FENCE AND PROJECTS 4 INCHES.
 PU2177'
 PU2177'REFERENCE MARK NO. 2 (1924) IS SW OF THE STATION IN NW FENCE CORNER
 PU2177'AND THE MARK IS FLUSH WITH THE GROUND.
 PU2177'
 PU2177'THE AZIMUTH MARK IS NE OF THE STATION IN FLAT ON THE E SIDE OF
 PU2177'A SECTION-LINE ROAD, 5.5 FEET NNW OF A NW SECTION CORNER, 1 FOOT
 PU2177'W OF SECTION-LINE FENCE, 0.4 MILE N OF THE ROAD LEADING IN TO
 PU2177'MR. JOHANNESONS FARM BUILDINGS AND THE MARK PROJECTS 6 INCHES.
 PU2177'
 PU2177'THE STATION IS REACHED FROM QUINN, A SMALL TOWN ON THE
 PU2177'CHICAGO-NORTHWESTERN RAILROAD AND U.S. HIGHWAYS 14 AND 16, BY
 PU2177'DRIVING N ON MAIN-GRADED ROAD 8.7 MILES THEN E ON A GRADED
 PU2177'SECTION-LINE ROAD FOR 3.0 MILES, TURN S ON A GRADED ROAD AT
 PU2177'CROSSROADS AND GO 1.4 MILES.  AT A POINT NEARLY AT THE TOP OF
 PU2177'GRADE LEAVE GRADED ROAD, TURN RIGHT ON TO DIM FARM ROAD AND GO 0.1
 PU2177'MILE W TO JOHANNESSONS RANCH, THEN GO S THROUGH CATTLE LOT
 PU2177'ON THE E SIDE OF HOUSE AND FOLLOW UP DRAW 0.2 MILE TO TOP OF
 PU2177'HILL AND AN E-W FENCE, TURN W AND FOLLOW ALONG THE N OF FENCE
 PU2177'0.2 MILE.  THEN LEAVE FENCE AND DRIVE 0.05 MILE N ACROSS
 PU2177'PASTURE TO HIGHEST POINT ON THE MESA AND THE STATION, 326.14
 PU2177'FEET N OF E-W FENCE.
 PU2177'
 PU2177'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PU2177
 PU2177                          STATION RECOVERY (1950)
 PU2177
 PU2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2177'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF
 PU2177'DIRECTIONS TO REACH THE STATION, AND MARKS WERE FOUND IN GOOD
 PU2177'CONDITION.  THE 1924 REFERENCE MARK DISK WAS STAMPED NO 2
 PU2177'AND HORIZONTAL MEASUREMENTS WERE MADE TO BOTH REFERENCE MARKS
 PU2177'BY THIS PARTY.
 PU2177'
 PU2177'THE STATION IS ABOUT 7 MILES NORTH AND 2-1/2 MILES EAST OF QUINN,
 PU2177'AND 9.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS ON THE HIGHEST
 PU2177'PART OF A RIDGE IN PASTURE LAND OWNED BY ED JOHANNESSON.
 PU2177'
 PU2177'TO REACH THE STATION FROM THE QUINN HIGH SCHOOL BUILDING IN
 PU2177'QUINN, GO NORTH ON GRADED ROAD FOR 5.3 MILES TO A SIDE ROAD RIGHT.
 PU2177'TURN RIGHT AND GO EAST FOR 2.75 MILES TO A CROSS ROAD.  TURN LEFT
 PU2177'AND GO NORTH FOR 1.1 MILES TO WHERE MAIN ROAD TURNS EAST.
 PU2177'CONTINUE NORTH, STRAIGHT AHEAD, THROUGH A WIRE GATE AND ALONG THE
 PU2177'WEST SIDE OF FENCE FOR 0.3 MILE TO FENCE CORNER AND REFERENCE
 PU2177'MARK NO. 2 ON THE RIGHT AND STATION AS DESCRIBED.
 PU2177'
 PU2177'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED JOHN
 PU2177'1924.
 PU2177'
 PU2177'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 PU2177'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPE JOHN NO 1 1934.
 PU2177'
 PU2177'REFERENCE MARK NO. 2 IS IN FENCE CORNER.  THE MARK IS FLUSH WITH
 PU2177'THE GROUND, AND THE DISK IS STAMPED JOHN 1924 NO 2.
 PU2177'
 PU2177'THE AZIMUTH MARK IS 0.75 MILE NORTHEAST OF THE STATION, 72.5
 PU2177'FEET SOUTH-SOUTHEAST OF M. RITZMANS MAIL BOX, 31 FEET EAST OF THE
 PU2177'APPROXIMATE CENTER OF SECTION-LINE ROAD, 5.5 FEET NORTHWEST OF
 PU2177'SECTION-LINE FENCE CORNER POST, AND 1 FOOT WEST OF A FENCE LINE.
 PU2177'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED JOHN
 PU2177'AZIMUTH 1934.
 PU2177'
 PU2177'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 PU2177'SET IN CONCRETE.
 PU2177'
 PU2177'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 PU2177
 PU2177                          STATION RECOVERY (1961)
 PU2177
 PU2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2177'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PU2177'CONDITION.  THE 1924 AZIMUTH MARK HAS BEEN DESTROYED AND A NEW
 PU2177'MARK WAS SET THIS YEAR.  A SLIGHT DIFFERENCE WAS NOTED IN THE
 PU2177'DISTANCE TO REFERENCE MARK 1 AND WAS CHECKED BY THIS UNIT.
 PU2177'
 PU2177'DUE TO A BETTER ROUTE TO THE STATION A NEW DESCRIPTION FOLLOWS--
 PU2177'
 PU2177'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF QUINN, 0.4
 PU2177'MILE WEST OF A NORTH-SOUTH SECTION LINE ROAD AND IN PASTURE LAND
 PU2177'BELONGING TO A MR. GUY CARMICHAEL.  IT IS IN SECTION 33, R 18 E,
 PU2177'T 2 N.
 PU2177'
 PU2177'REACHED FROM THE POST OFFICE IN QUINN, GO NORTH ON PAVED ROAD FOR
 PU2177'8.0 MILES TO THE END OF PAVEMENT AND CROSSROAD, TURN RIGHT AND GO
 PU2177'EAST FOR 2.8 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR
 PU2177'1.0 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR 0.7
 PU2177'MILE TO A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO
 PU2177'WEST ON TRACK ROAD FOR 0.35 MILE TO REFERENCE MARK 1 ON THE
 PU2177'LEFT, HERE BEAR RIGHT AND GO NORTHWEST FOR 0.1 MILE TO THE
 PU2177'HIGHEST POINT OF RIDGE AND THE STATION.
 PU2177'
 PU2177'STATION MARK, A STANDARD DISK STAMPED JOHN 1924, IS SET IN THE
 PU2177'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 PU2177'IT IS 388 FEET NORTH OF A EAST-WEST FENCE LINE.
 PU2177'
 PU2177'REFERENCE MARK 1, A STANDARD DISK STAMPED JOHN NO 1 1934, IS
 PU2177'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PU2177'4 INCHES.  IT IS 50 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD
 PU2177'AND 1.6 FEET NORTH OF A EAST-WEST FENCE LINE.
 PU2177'
 PU2177'REFERENCE MARK 2, A STANDARD DISK STAMPED JOHN NO 2 1924, IS
 PU2177'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PU2177'2 INCHES.  IT IS 1 FOOT SOUTHEAST OF A FENCE CORNER.
 PU2177'
 PU2177'AZIMUTH MARK, A STANDARD DISK STAMPED JOHN 1924 RESET 1961, IS
 PU2177'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PU2177'PROJECTS 2 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF THE
 PU2177'NORTH-SOUTH SECTION LINE ROAD, 23 FEET NORTH OF THE CENTER OF
 PU2177'ENTRANCE DRIVE LEADING INTO A FIELD, 5.6 FEET SOUTHEAST OF A
 PU2177'METAL WITNESS POST WITH SIGN AND 1.6 FEET WEST OF A POWERLINE
 PU2177'POLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0364 ***********************************************************************
 PU0364  DESIGNATION -  JOHN AZ MK RESET
 PU0364  PID         -  PU0364
 PU0364  STATE/COUNTY-  SD/PENNINGTON
 PU0364  COUNTRY     -  US
 PU0364  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0364
 PU0364                         *CURRENT SURVEY CONTROL
 PU0364  ______________________________________________________________________
 PU0364* NAD 83(1986) POSITION- 44 05 45.     (N) 102 04 02.     (W)   SCALED
 PU0364* NAVD 88 ORTHO HEIGHT -   820.832 (meters)     2693.01  (feet) ADJUSTED
 PU0364  ______________________________________________________________________
 PU0364  GEOID HEIGHT    -        -19.604 (meters)                     GEOID18
 PU0364  DYNAMIC HEIGHT  -        820.594 (meters)     2692.23  (feet) COMP
 PU0364  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 PU0364
 PU0364  VERT ORDER      -  SECOND    CLASS 0
 PU0364
 PU0364.The horizontal coordinates were scaled from a map and have
 PU0364.an estimated accuracy of +/- 6 seconds.
 PU0364
 PU0364.The orthometric height was determined by differential leveling and
 PU0364.adjusted by the NATIONAL GEODETIC SURVEY
 PU0364.in June 1991.
 PU0364
 PU0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0364.GEOID18 height accuracy estimate available here.
 PU0364
 PU0364.Click photographs - Photos may exist for this station.
 PU0364
 PU0364.The dynamic height is computed by dividing the NAVD 88
 PU0364.geopotential number by the normal gravity value computed on the
 PU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0364.degrees latitude (g = 980.6199 gals.).
 PU0364
 PU0364.The modeled gravity was interpolated from observed gravity values.
 PU0364
 PU0364;                    North         East    Units  Estimated Accuracy
 PU0364;SPC SD S     -   197,250.      461,170.      MT  (+/- 180 meters Scaled)
 PU0364
 PU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ347866(NAD 83)
 PU0364
 PU0364                          SUPERSEDED SURVEY CONTROL
 PU0364
 PU0364  NGVD 29 (??/??/92)  820.380  (m)         2691.53   (f) ADJ UNCH    2 0
 PU0364
 PU0364.Superseded values are not recommended for survey control.
 PU0364
 PU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0364.See file dsdata.pdf to determine how the superseded data were derived.
 PU0364
 PU0364_MARKER: DZ = AZIMUTH MARK DISK
 PU0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0364_STAMPING: JOHN 1924 RESET 1961
 PU0364_MARK LOGO: CGS
 PU0364_PROJECTION: FLUSH
 PU0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0364+STABILITY: SURFACE MOTION
 PU0364
 PU0364  HISTORY     - Date     Condition        Report By
 PU0364  HISTORY     - 1961     MONUMENTED       CGS
 PU0364  HISTORY     - 1962     GOOD             CGS
 PU0364
 PU0364                          STATION DESCRIPTION
 PU0364
 PU0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0364'12.4 MI NE FROM QUINN.
 PU0364'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0364'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 8.85
 PU0364'MILES NORTH ALONG A GRAVELED ROAD, 34 FEET EAST OF CENTER LINE
 PU0364'OF ROAD, 23 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 5.3
 PU0364'FEET SOUTHEAST OF A METAL WITNESS POST, 3 1/2 EAST OF A FENCE,
 PU0364'1 1/2 FEET WEST OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE
 PU0364'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0667 ***********************************************************************
 QR0667  DESIGNATION -  JOHN ET
 QR0667  PID         -  QR0667
 QR0667  STATE/COUNTY-  SD/EDMUNDS
 QR0667  COUNTRY     -  US
 QR0667  USGS QUAD   -  IPSWICH SE (2017)
 QR0667
 QR0667                         *CURRENT SURVEY CONTROL
 QR0667  ______________________________________________________________________
 QR0667* NAD 83(1996) POSITION- 45 19 20.80647(N) 099 01 49.65339(W)   ADJUSTED
 QR0667* NAVD 88 ORTHO HEIGHT -   459.2   (meters)     1507.    (feet) VERTCON3
 QR0667  ______________________________________________________________________
 QR0667  GEOID HEIGHT    -        -23.632 (meters)                     GEOID18
 QR0667  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 QR0667  HORZ ORDER      -  SECOND
 QR0667
 QR0667.The horizontal coordinates were established by classical geodetic methods
 QR0667.and adjusted by the National Geodetic Survey in January 1998.
 QR0667
 QR0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0667
 QR0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0667.GEOID18 height accuracy estimate available here.
 QR0667
 QR0667.Click photographs - Photos may exist for this station.
 QR0667
 QR0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0667
 QR0667. The following values were computed from the NAD 83(1996) position.
 QR0667
 QR0667;                    North         East     Units Scale Factor Converg.
 QR0667;SPC SD N     -   165,930.778   676,009.637   MT  0.99995030   +0 41 10.3
 QR0667;SPC SD N     -   544,391.23  2,217,874.95   sFT  0.99995030   +0 41 10.3
 QR0667;UTM  14      - 5,018,771.557   497,612.846   MT  0.99960007   -0 01 18.0
 QR0667
 QR0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0667!SPC SD N     -   0.99993171  x   0.99995030  =   0.99988201
 QR0667!UTM  14      -   0.99993171  x   0.99960007  =   0.99953181
 QR0667
 QR0667:                Primary Azimuth Mark                     Grid Az
 QR0667:SPC SD N     -  OLIVER ET                                359 35 47.7
 QR0667:UTM  14      -  OLIVER ET                                000 18 16.0
 QR0667
 QR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9761218771(NAD 83)
 QR0667
 QR0667|---------------------------------------------------------------------|
 QR0667| PID    Reference Object                     Distance      Geod. Az  |
 QR0667|                                                           dddmmss.s |
 QR0667| QR0666 OLIVER ET                           APPROX. 5.0 KM 0001658.0 |
 QR0667| CO5716 JOHN ET RM 1                         14.415 METERS 01243     |
 QR0667| CO5717 JOHN ET RM 2                         12.413 METERS 16539     |
 QR0667|---------------------------------------------------------------------|
 QR0667
 QR0667                          SUPERSEDED SURVEY CONTROL
 QR0667
 QR0667  NAD 83(1986)-  45 19 20.82239(N)    099 01 49.64794(W) AD(       ) 2
 QR0667  NAD 27      -  45 19 20.91511(N)    099 01 48.24312(W) AD(       ) 2
 QR0667  NGVD 29 (07/19/86)  458.9    (m)         1506.     (f) VERT ANG       
 QR0667
 QR0667.Superseded values are not recommended for survey control.
 QR0667
 QR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0667.See file dsdata.pdf to determine how the superseded data were derived.
 QR0667
 QR0667_MARKER: DD = SURVEY DISK
 QR0667_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0667+WITH SETTING: INFORMATION.
 QR0667_STAMPING: ET JOHN 1970
 QR0667_MARK LOGO: USGS
 QR0667_PROJECTION: RECESSED 5 CENTIMETERS
 QR0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0667
 QR0667  HISTORY     - Date     Condition        Report By
 QR0667  HISTORY     - 1970     MONUMENTED       USGS
 QR0667
 QR0667                          STATION DESCRIPTION
 QR0667
 QR0667'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0667'THE STATION IS ABOUT 8.7 MI S. OF IPSWICH, ABOUT 880 FT S. OF
 QR0667'THE QUARTER COR. BETWEEN SECS. 3 AND 4, T. 121 N., R. 68 W.,
 QR0667'ALONG ST. HWY. 45.
 QR0667'
 QR0667'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45
 QR0667'IN IPSWICH, GO S. ON ST. HWY. 45, 8.0 MI TO A CROSSROAD,
 QR0667'CONTINUE S. FOR ABOUT 0.65 MI TO THE STATION ON THE LEFT (E.) SIDE
 QR0667'OF THE HWY. RIGHT-OF-WAY.
 QR0667'
 QR0667'STATION MARK, STAMPED ET JOHN 1970 IS 26 FT E. OF THE CENTER OF
 QR0667'ST. HWY. 45, 11.5 FT W. OF THE E. HWY. RIGHT-OF-WAY FENCE AND
 QR0667'88.5 FT NNW. OF A TELEPHONE POLE.  MARK IS SET ABOUT 2 IN. BELOW
 QR0667'THE GROUND SURFACE AND 11.2 FT W. OF A STANDARD WITNESS POST.
 QR0667'
 QR0667'REFERENCE MARK NO. 1 STAMPED JOHN NO 1 1970 IS 36 FT E. OF THE
 QR0667'CENTER OF ST. HWY. 45, 1 FT W. OF THE E. RIGHT-OF-WAY FENCE AND
 QR0667'134 FT N. OF A TELEPHONE POLE.
 QR0667'
 QR0667'REFERENCE MARK NO. 2, STAMPED JOHN NO 2 1970 IS 36 FT E. OF THE
 QR0667'CENTER OF ST. HWY. 45, 1.5 FT W. OF THE E. RIGHT-OF-WAY FENCE
 QR0667'AND 48 FT N. OF A TELEPHONE POLE.
 QR0667'
 QR0667'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0667'STEEL RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 QR0667'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARKS 1 AND 2 ARE
 QR0667'1 IN. BELOW GROUND SURFACE.
 QR0667'
 QR0667'NO AZIMUTH MARK WAS SET.
 QR0667'
 QR0667'ET STATIONS OLIVER AND CHESTER ARE VISIBLE FROM THE GROUND FOR
 QR0667'AZIMUTH.
 QR0667'
 QR0667'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0143 ***********************************************************************
 AI0143  DESIGNATION -  JOHN H TILL
 AI0143  PID         -  AI0143
 AI0143  STATE/COUNTY-  SD/BUTTE
 AI0143  COUNTRY     -  US
 AI0143  USGS QUAD   -  BELLE FOURCHE (2017)
 AI0143
 AI0143                         *CURRENT SURVEY CONTROL
 AI0143  ______________________________________________________________________
 AI0143* NAD 83(1986) POSITION- 44 40 55.     (N) 103 51 10.     (W)   SCALED
 AI0143* NAVD 88 ORTHO HEIGHT -   938.126 (meters)     3077.84  (feet) ADJUSTED
 AI0143  ______________________________________________________________________
 AI0143  GEOID HEIGHT    -        -15.360 (meters)                     GEOID18
 AI0143  DYNAMIC HEIGHT  -        937.867 (meters)     3076.99  (feet) COMP
 AI0143  MODELED GRAVITY -    980,310.2   (mgal)                       NAVD 88
 AI0143
 AI0143  VERT ORDER      -  FIRST     CLASS II
 AI0143
 AI0143.The horizontal coordinates were scaled from a map and have
 AI0143.an estimated accuracy of +/- 6 seconds.
 AI0143
 AI0143.The orthometric height was determined by differential leveling and
 AI0143.adjusted by the NATIONAL GEODETIC SURVEY
 AI0143.in April 2000.
 AI0143
 AI0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0143.GEOID18 height accuracy estimate available here.
 AI0143
 AI0143.Click photographs - Photos may exist for this station.
 AI0143
 AI0143.The dynamic height is computed by dividing the NAVD 88
 AI0143.geopotential number by the normal gravity value computed on the
 AI0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0143.degrees latitude (g = 980.6199 gals.).
 AI0143
 AI0143.The modeled gravity was interpolated from observed gravity values.
 AI0143
 AI0143;                    North         East    Units  Estimated Accuracy
 AI0143;SPC SD N     -   101,570.      294,670.      MT  (+/- 180 meters Scaled)
 AI0143
 AI0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909482(NAD 83)
 AI0143
 AI0143                          SUPERSEDED SURVEY CONTROL
 AI0143
 AI0143.No superseded survey control is available for this station.
 AI0143
 AI0143_MARKER: F = FLANGE-ENCASED ROD
 AI0143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI0143_STAMPING: JOHN H TILL 1999
 AI0143_MARK LOGO: NGS
 AI0143_PROJECTION: FLUSH
 AI0143_MAGNETIC: I = MARKER IS A STEEL ROD
 AI0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI0143+STABILITY: POSITION/ELEVATION WELL
 AI0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0143+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI0143_ROD/PIPE-DEPTH: 12.9 meters
 AI0143_SLEEVE-DEPTH  : 12.2 meters
 AI0143
 AI0143  HISTORY     - Date     Condition        Report By
 AI0143  HISTORY     - 1998     MONUMENTED       NGS
 AI0143
 AI0143                          STATION DESCRIPTION
 AI0143
 AI0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0143'IN BELLE FOURCHE, AT THE INTERSECTION OF U.S. HIGHWAYS 212 AND 85,
 AI0143'51.4 M (168.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF MOTIVE PARTS
 AI0143'AND SUPPLY INCORPORATED, 42.1 M (138.1 FT) NORTH OF THE CENTERLINE OF
 AI0143'U.S. HIGHWAY 212, 28.9 M (94.8 FT) EAST OF THE CENTERLINE OF U.S.
 AI0143'HIGHWAY 85, 14.4 M (47.2 FT) EAST OF THE EAST END OF A CULVERT UNDER
 AI0143'U.S. HIGHWAY 85, 14.3 M (46.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AI0143'A PARKING LOT, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAYS.
 AI0143'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AI0143'MONUMENT IS ON PROPERTY OWNED BY MOTIVE PARTS AND SUPPLY INCORPORATED,
 AI0143'HWY 85 AND 212, BELLE FOURCHE, SD 57717, TELEPHONE NUMBER (605)
 AI0143'892-2588.  NOTE--THE YEAR STAMPED ON THE DISK IS 1999, BUT IT WAS
 AI0143'ACTUALLY SET IN 1998.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0323 ***********************************************************************
 QT0323  DESIGNATION -  JOHN RM 1
 QT0323  PID         -  QT0323
 QT0323  STATE/COUNTY-  SD/BUTTE
 QT0323  COUNTRY     -  US
 QT0323  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0323
 QT0323                         *CURRENT SURVEY CONTROL
 QT0323  ______________________________________________________________________
 QT0323* NAD 83(1986) POSITION- 45 02 16.56   (N) 103 53 35.20   (W)   HD_HELD1
 QT0323* NAVD 88 ORTHO HEIGHT -   999.024 (meters)     3277.63  (feet) ADJUSTED
 QT0323  ______________________________________________________________________
 QT0323  GEOID HEIGHT    -        -15.854 (meters)                     GEOID18
 QT0323  DYNAMIC HEIGHT  -        998.764 (meters)     3276.78  (feet) COMP
 QT0323  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 QT0323
 QT0323  VERT ORDER      -  SECOND    CLASS 0
 QT0323
 QT0323.The horizontal coordinates were determined by differentially corrected
 QT0323.hand held GPS observations or other comparable positioning techniques
 QT0323.and have an estimated accuracy of +/- 3 meters.
 QT0323
 QT0323.The orthometric height was determined by differential leveling and
 QT0323.adjusted by the NATIONAL GEODETIC SURVEY
 QT0323.in June 1991.
 QT0323
 QT0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0323.GEOID18 height accuracy estimate available here.
 QT0323
 QT0323.Click photographs - Photos may exist for this station.
 QT0323
 QT0323.The dynamic height is computed by dividing the NAVD 88
 QT0323.geopotential number by the normal gravity value computed on the
 QT0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0323.degrees latitude (g = 980.6199 gals.).
 QT0323
 QT0323.The modeled gravity was interpolated from observed gravity values.
 QT0323
 QT0323;                    North         East    Units  Estimated Accuracy
 QT0323;SPC SD N     -   141,232.0     293,380.0     MT  (+/- 3 meters HH1 GPS) 
 QT0323
 QT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8718287760(NAD 83)
 QT0323
 QT0323                          SUPERSEDED SURVEY CONTROL
 QT0323
 QT0323  NGVD 29 (??/??/92)  998.529  (m)         3276.01   (f) ADJ UNCH    2 0
 QT0323
 QT0323.Superseded values are not recommended for survey control.
 QT0323
 QT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0323.See file dsdata.pdf to determine how the superseded data were derived.
 QT0323
 QT0323_MARKER: DR = REFERENCE MARK DISK
 QT0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0323_STAMPING: JOHN NO 1 1962
 QT0323_MARK LOGO: CGS
 QT0323_PROJECTION: FLUSH
 QT0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0323+STABILITY: SURFACE MOTION
 QT0323
 QT0323  HISTORY     - Date     Condition        Report By
 QT0323  HISTORY     - 1962     MONUMENTED       CGS
 QT0323
 QT0323                          STATION DESCRIPTION
 QT0323
 QT0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 QT0323'26.1 MI N FROM BELLE FOURCHE.
 QT0323'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0323'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 QT0323'12.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.6 MILES
 QT0323'NORTHWEST ACROSS COUNTRY, 0.1 MILE SOUTH OF A NORTH-SOUTH
 QT0323'FENCE, ON THE TOP OF A ROUND TOP KNOLL, 0.1 MILE EAST OF AN
 QT0323'EAST-WEST FENCE, 59.2 FEET SOUTHEAST OF JOHN 1962 TRIANGULATION
 QT0323'STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QT0323'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5304 ***********************************************************************
 AE5304  DESIGNATION -  JOHN RM 1
 AE5304  PID         -  AE5304
 AE5304  STATE/COUNTY-  SD/POTTER
 AE5304  COUNTRY     -  US
 AE5304  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE5304
 AE5304                         *CURRENT SURVEY CONTROL
 AE5304  ______________________________________________________________________
 AE5304* NAD 83(1986) POSITION- 45 06 47.19   (N) 100 03 43.22   (W)   HD_HELD1
 AE5304* NAVD 88 ORTHO HEIGHT -   586.933 (meters)     1925.63  (feet) ADJUSTED
 AE5304  ______________________________________________________________________
 AE5304  GEOID HEIGHT    -        -22.407 (meters)                     GEOID18
 AE5304  DYNAMIC HEIGHT  -        586.848 (meters)     1925.35  (feet) COMP
 AE5304  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 AE5304
 AE5304  VERT ORDER      -  FIRST     CLASS II
 AE5304
 AE5304.The horizontal coordinates were determined by differentially corrected
 AE5304.hand held GPS observations or other comparable positioning techniques
 AE5304.and have an estimated accuracy of +/- 3 meters.
 AE5304
 AE5304.The orthometric height was determined by differential leveling and
 AE5304.adjusted by the NATIONAL GEODETIC SURVEY
 AE5304.in July 1998.
 AE5304
 AE5304.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5304.GEOID18 height accuracy estimate available here.
 AE5304
 AE5304.Click photographs - Photos may exist for this station.
 AE5304
 AE5304.The dynamic height is computed by dividing the NAVD 88
 AE5304.geopotential number by the normal gravity value computed on the
 AE5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5304.degrees latitude (g = 980.6199 gals.).
 AE5304
 AE5304.The modeled gravity was interpolated from observed gravity values.
 AE5304
 AE5304;                    North         East    Units  Estimated Accuracy
 AE5304;SPC SD N     -   142,213.8     595,121.0     MT  (+/- 3 meters HH1 GPS) 
 AE5304
 AE5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1646296063(NAD 83)
 AE5304
 AE5304                          SUPERSEDED SURVEY CONTROL
 AE5304
 AE5304.No superseded survey control is available for this station.
 AE5304
 AE5304_MARKER: DR = REFERENCE MARK DISK
 AE5304_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5304+WITH SETTING: INFORMATION.
 AE5304_STAMPING: JOHN 1 1967
 AE5304_MARK LOGO: USGS
 AE5304_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5304+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE5304
 AE5304  HISTORY     - Date     Condition        Report By
 AE5304  HISTORY     - 1967     MONUMENTED       USGS
 AE5304  HISTORY     - 19970309 GOOD             NGS
 AE5304
 AE5304                          STATION DESCRIPTION
 AE5304
 AE5304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5304'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5304'EXENE STREET IN GETTYSBURG, THENCE 11.1 KM (6.90 MI) NORTHERLY ALONG
 AE5304'U.S. HIGHWAY 83, 21.2 M (69.6 FT) SOUTHEAST OF MILEPOST 182, 16.9 M
 AE5304'(55.4 FT) SOUTH OF THE STATION MARK, 16.5 M (54.1 FT) EAST OF THE
 AE5304'HIGHWAY CENTERLINE, 5.2 M (17.1 FT) SOUTH OF THE CENTER OF A FIELD
 AE5304'ENTRANCE, 2.7 M (8.9 FT) WEST OF A UTILITY POLE, AND 0.3 M (1.0 FT)
 AE5304'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 AE5304'TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0325 ***********************************************************************
 QT0325  DESIGNATION -  JOHN RM 2
 QT0325  PID         -  QT0325
 QT0325  STATE/COUNTY-  SD/BUTTE
 QT0325  COUNTRY     -  US
 QT0325  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0325
 QT0325                         *CURRENT SURVEY CONTROL
 QT0325  ______________________________________________________________________
 QT0325* NAD 83(1986) POSITION- 45 02 16.84   (N) 103 53 36.34   (W)   HD_HELD1
 QT0325* NAVD 88 ORTHO HEIGHT -   999.063 (meters)     3277.76  (feet) ADJUSTED
 QT0325  ______________________________________________________________________
 QT0325  GEOID HEIGHT    -        -15.853 (meters)                     GEOID18
 QT0325  DYNAMIC HEIGHT  -        998.803 (meters)     3276.91  (feet) COMP
 QT0325  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 QT0325
 QT0325  VERT ORDER      -  SECOND    CLASS 0
 QT0325
 QT0325.The horizontal coordinates were determined by differentially corrected
 QT0325.hand held GPS observations or other comparable positioning techniques
 QT0325.and have an estimated accuracy of +/- 3 meters.
 QT0325
 QT0325.The orthometric height was determined by differential leveling and
 QT0325.adjusted by the NATIONAL GEODETIC SURVEY
 QT0325.in June 1991.
 QT0325
 QT0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0325.GEOID18 height accuracy estimate available here.
 QT0325
 QT0325.Click photographs - Photos may exist for this station.
 QT0325
 QT0325.The dynamic height is computed by dividing the NAVD 88
 QT0325.geopotential number by the normal gravity value computed on the
 QT0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0325.degrees latitude (g = 980.6199 gals.).
 QT0325
 QT0325.The modeled gravity was interpolated from observed gravity values.
 QT0325
 QT0325;                    North         East    Units  Estimated Accuracy
 QT0325;SPC SD N     -   141,241.8     293,355.5     MT  (+/- 3 meters HH1 GPS) 
 QT0325
 QT0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8715787768(NAD 83)
 QT0325
 QT0325                          SUPERSEDED SURVEY CONTROL
 QT0325
 QT0325  NGVD 29 (??/??/92)  998.569  (m)         3276.14   (f) ADJ UNCH    2 0
 QT0325
 QT0325.Superseded values are not recommended for survey control.
 QT0325
 QT0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0325.See file dsdata.pdf to determine how the superseded data were derived.
 QT0325
 QT0325_MARKER: DR = REFERENCE MARK DISK
 QT0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0325_STAMPING: JOHN NO 2 1962
 QT0325_MARK LOGO: CGS
 QT0325_PROJECTION: FLUSH
 QT0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0325+STABILITY: SURFACE MOTION
 QT0325
 QT0325  HISTORY     - Date     Condition        Report By
 QT0325  HISTORY     - 1962     MONUMENTED       CGS
 QT0325
 QT0325                          STATION DESCRIPTION
 QT0325
 QT0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 QT0325'26.1 MI N FROM BELLE FOURCHE.
 QT0325'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0325'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 12.75
 QT0325'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST
 QT0325'ACROSS COUNTRY, 0.1 MILE SOUTH OF A NORTH-SOUTH FENCE AND ON THE
 QT0325'TOP OF A ROUND TOP KNOLL, 0.1 MILE EAST OF AN EAST-WEST FENCE,
 QT0325'57.8 FEET SOUTHWEST OF JOHN 1962 TRIANGULATION STATION, AND SET
 QT0325'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5305 ***********************************************************************
 AE5305  DESIGNATION -  JOHN RM 2
 AE5305  PID         -  AE5305
 AE5305  STATE/COUNTY-  SD/POTTER
 AE5305  COUNTRY     -  US
 AE5305  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE5305
 AE5305                         *CURRENT SURVEY CONTROL
 AE5305  ______________________________________________________________________
 AE5305* NAD 83(1986) POSITION- 45 06 48.13   (N) 100 03 43.21   (W)   HD_HELD1
 AE5305* NAVD 88 ORTHO HEIGHT -   586.766 (meters)     1925.08  (feet) ADJUSTED
 AE5305  ______________________________________________________________________
 AE5305  GEOID HEIGHT    -        -22.407 (meters)                     GEOID18
 AE5305  DYNAMIC HEIGHT  -        586.682 (meters)     1924.81  (feet) COMP
 AE5305  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 AE5305
 AE5305  VERT ORDER      -  FIRST     CLASS II
 AE5305
 AE5305.The horizontal coordinates were determined by differentially corrected
 AE5305.hand held GPS observations or other comparable positioning techniques
 AE5305.and have an estimated accuracy of +/- 3 meters.
 AE5305
 AE5305.The orthometric height was determined by differential leveling and
 AE5305.adjusted by the NATIONAL GEODETIC SURVEY
 AE5305.in July 1998.
 AE5305
 AE5305.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5305.GEOID18 height accuracy estimate available here.
 AE5305
 AE5305.Click photographs - Photos may exist for this station.
 AE5305
 AE5305.The dynamic height is computed by dividing the NAVD 88
 AE5305.geopotential number by the normal gravity value computed on the
 AE5305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5305.degrees latitude (g = 980.6199 gals.).
 AE5305
 AE5305.The modeled gravity was interpolated from observed gravity values.
 AE5305
 AE5305;                    North         East    Units  Estimated Accuracy
 AE5305;SPC SD N     -   142,242.8     595,121.2     MT  (+/- 3 meters HH1 GPS) 
 AE5305
 AE5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1646396092(NAD 83)
 AE5305
 AE5305                          SUPERSEDED SURVEY CONTROL
 AE5305
 AE5305.No superseded survey control is available for this station.
 AE5305
 AE5305_MARKER: DR = REFERENCE MARK DISK
 AE5305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5305+WITH SETTING: INFORMATION.
 AE5305_STAMPING: JOHN 2 1967
 AE5305_MARK LOGO: USGS
 AE5305_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5305+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE5305
 AE5305  HISTORY     - Date     Condition        Report By
 AE5305  HISTORY     - 1967     MONUMENTED       USGS
 AE5305  HISTORY     - 19970309 GOOD             NGS
 AE5305
 AE5305                          STATION DESCRIPTION
 AE5305
 AE5305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5305'8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5305'EXENE STREET IN GETTYSBURG, THENCE 11.1 KM (6.90 MI) NORTHERLY ALONG
 AE5305'U.S. HIGHWAY 83, 16.5 M (54.1 FT) EAST OF THE HIGHWAY CENTERLINE, 12.3
 AE5305'M (40.4 FT) NORTH OF THE STATION MARK, 11.8 M (38.7 FT) NORTHEAST OF
 AE5305'MILEPOST 182, 2.9 M (9.5 FT) WEST OF A FENCE, AND 0.3 M (1.0 FT) BELOW
 AE5305'THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE
 AE5305'PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1856 ***********************************************************************
 NM1856  DESIGNATION -  JOHNSEN
 NM1856  PID         -  NM1856
 NM1856  STATE/COUNTY-  SD/CLAY
 NM1856  COUNTRY     -  US
 NM1856  USGS QUAD   -  GAYVILLE NE (2017)
 NM1856
 NM1856                         *CURRENT SURVEY CONTROL
 NM1856  ______________________________________________________________________
 NM1856* NAD 83(1996) POSITION- 42 55 35.58607(N) 097 06 31.70687(W)   ADJUSTED
 NM1856* NAVD 88 ORTHO HEIGHT -   375.    (meters)     1230.    (feet) SCALED
 NM1856  ______________________________________________________________________
 NM1856  GEOID HEIGHT    -        -25.629 (meters)                     GEOID18
 NM1856  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 NM1856  HORZ ORDER      -  SECOND
 NM1856
 NM1856.The horizontal coordinates were established by classical geodetic methods
 NM1856.and adjusted by the National Geodetic Survey in January 1998.
 NM1856
 NM1856.The orthometric height was scaled from a topographic map.
 NM1856
 NM1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1856.GEOID18 height accuracy estimate available here.
 NM1856
 NM1856.Click photographs - Photos may exist for this station.
 NM1856
 NM1856.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1856
 NM1856. The following values were computed from the NAD 83(1996) position.
 NM1856
 NM1856;                    North         East     Units Scale Factor Converg.
 NM1856;SPC SD S     -    71,011.175   863,172.331   MT  0.99997923   +2 13 28.0
 NM1856;SPC SD S     -   232,975.83  2,831,924.56   sFT  0.99997923   +2 13 28.0
 NM1856;UTM  14      - 4,754,393.585   654,333.542   MT  0.99989303   +1 17 17.8
 NM1856
 NM1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1856!SPC SD S     -   0.99994518  x   0.99997923  =   0.99992441
 NM1856!UTM  14      -   0.99994518  x   0.99989303  =   0.99983822
 NM1856
 NM1856:                Primary Azimuth Mark                     Grid Az
 NM1856:SPC SD S     -  GAYVILLE TANK                            229 06 20.0
 NM1856:UTM  14      -  GAYVILLE TANK                            230 02 30.2
 NM1856
 NM1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5433354393(NAD 83)
 NM1856
 NM1856|---------------------------------------------------------------------|
 NM1856| PID    Reference Object                     Distance      Geod. Az  |
 NM1856|                                                           dddmmss.s |
 NM1856| CO3801 JOHNSEN RM 1                         31.629 METERS 01654     |
 NM1856| CO3800 JOHNSEN AZ MK                                      1272003.1 |
 NM1856| NM1858 GAYVILLE TANK                       APPROX. 6.7 KM 2311948.0 |
 NM1856| CO3802 JOHNSEN RM 2                         63.575 METERS 30159     |
 NM1856|---------------------------------------------------------------------|
 NM1856
 NM1856                          SUPERSEDED SURVEY CONTROL
 NM1856
 NM1856  NAD 83(1995)-  42 55 35.58637(N)    097 06 31.70679(W) AD(       ) 2
 NM1856  NAD 83(1986)-  42 55 35.59249(N)    097 06 31.69643(W) AD(       ) 2
 NM1856  NAD 27      -  42 55 35.60700(N)    097 06 30.52100(W) AD(       ) 2
 NM1856
 NM1856.Superseded values are not recommended for survey control.
 NM1856
 NM1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1856.See file dsdata.pdf to determine how the superseded data were derived.
 NM1856
 NM1856_MARKER: DS = TRIANGULATION STATION DISK
 NM1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1856_STAMPING: JOHNSEN 1948
 NM1856_MARK LOGO: CGS
 NM1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1856+STABILITY: SURFACE MOTION
 NM1856
 NM1856  HISTORY     - Date     Condition        Report By
 NM1856  HISTORY     - 1948     MONUMENTED       CGS
 NM1856  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM1856
 NM1856                          STATION DESCRIPTION
 NM1856
 NM1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1856'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 3 MILES
 NM1856'NORTH OF GAYVILLE, AND ABOUT 2-1/2 MILES SOUTH AND 3-1/2 MILES
 NM1856'EAST OF VOLIN, ON LAND OWNED BY MR MAGNUS JOHNSEN.  IT IS ABOUT
 NM1856'105 FEET SOUTH OF FENCE CORNER.  THE MARK PROJECTS 4 INCHES
 NM1856'AND THE DISK IS STAMPED JOHNSEN 1948.
 NM1856'
 NM1856'REFERENCE MARK NO. 1 IS 103.77 FEET NORTH OF THE STATION, 39
 NM1856'FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST
 NM1856'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1856'JOHNSEN NO 1 1948.
 NM1856'
 NM1856'REFERENCE MARK NO. 2 IS 208.58 FEET WEST OF THE STATION.  THE
 NM1856'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED JOHNSEN NO 2 1948.
 NM1856'
 NM1856'THE AZIMUTH MARK IS APPROXIMATELY 0.75 MILE EAST OF THE STATION,
 NM1856'16 FEET SOUTH OF THE CENTERLINE OF A DIRT, OR THINLY GRAVELED
 NM1856'ROAD, 3 FEET WEST-NORTHWEST OF A GATE POST, 1.5 FEET NORTH OF
 NM1856'A FENCE AND 1.5 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  THE
 NM1856'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHNSEN 1948.
 NM1856'
 NM1856'TO REACH THE STATION FROM VOLIN, FROM THE STREET LIGHT IN THE
 NM1856'CENTER OF THE SOUTH END OF MAIN STREET, GO EAST ON GRAVELED ROAD
 NM1856'FOR 0.1 MILE TO CROSS-STREETS, TURN RIGHT AND GO SOUTH FOR 0.1
 NM1856'MILE TO CROSS-ROADS, TURN LEFT AND GO SOUTHEAST ON GRAVELED ROAD
 NM1856'FOR 4.2 MILES TO A WIRE GATE ON THE LEFT*.  TURN LEFT THROUGH
 NM1856'GATE AND GO NORTH-NORTHEAST UP FIRST RIDGE TO TOP, THEN BEAR
 NM1856'RIGHT TO A FENCE CORNER.  BEAR RIGHT TO POINT OF RIDGE AND THE
 NM1856'STATION AS DESCRIBED.
 NM1856'
 NM1856'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON EAST
 NM1856'FOR 0.75 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 NM1856'
 NM1856'A 74 FOOT SIGNAL AT ORR 1935 IS VISIBLE AT 37 FEET.
 NM1856'
 NM1856'A 100 FOOT SIGNAL AT STYLE 1935 IS VISIBLE FROM THE GROUND.
 NM1856'
 NM1856'A 100 FOOT SIGNAL AT YOUNG 1935 IS VISIBLE FROM THE GROUND.
 NM1856'
 NM1856'A 4 FOOT SIGNAL AT SCHMIDT 1935 IS VISIBLE FROM THE GROUND.
 NM1856'
 NM1856'A 110 FOOT SIGNAL AT WILLOW IS VISIBLE AT 64 FEET.
 NM1856'
 NM1856'A 4 FOOT SIGNAL AT FANTLE IS VISIBLE FROM THE GROUND.
 NM1856'
 NM1856'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1856
 NM1856                          STATION RECOVERY (1969)
 NM1856
 NM1856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TCM)
 NM1856'AZIMUTH MARK WAS SEARCHED FOR, NOT FOUND.  DESCRIPTION IS INADEQUATE
 NM1856'FOR AZIMUTH MARK.  A SEARCH WAS MADE IN THE AREA, BUT NO SIGN OF THE
 NM1856'MARK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0747 ***********************************************************************
 OT0747  DESIGNATION -  JOHNSON
 OT0747  PID         -  OT0747
 OT0747  STATE/COUNTY-  SD/BENNETT
 OT0747  COUNTRY     -  US
 OT0747  USGS QUAD   -  TWO LANCE LAKE (2017)
 OT0747
 OT0747                         *CURRENT SURVEY CONTROL
 OT0747  ______________________________________________________________________
 OT0747* NAD 83(1996) POSITION- 43 04 26.35066(N) 102 01 14.78298(W)   ADJUSTED
 OT0747* NAVD 88 ORTHO HEIGHT -  1059.    (meters)     3474.    (feet) SCALED
 OT0747  ______________________________________________________________________
 OT0747  GEOID HEIGHT    -        -18.936 (meters)                     GEOID18
 OT0747  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 OT0747  HORZ ORDER      -  FIRST
 OT0747
 OT0747.The horizontal coordinates were established by classical geodetic methods
 OT0747.and adjusted by the National Geodetic Survey in January 1998.
 OT0747
 OT0747.The orthometric height was scaled from a topographic map.
 OT0747
 OT0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0747.GEOID18 height accuracy estimate available here.
 OT0747
 OT0747.Click photographs - Photos may exist for this station.
 OT0747
 OT0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0747
 OT0747. The following values were computed from the NAD 83(1996) position.
 OT0747
 OT0747;                    North         East     Units Scale Factor Converg.
 OT0747;SPC SD S     -    83,676.162   462,585.830   MT  0.99995171   -1 09 50.7
 OT0747;SPC SD S     -   274,527.54  1,517,667.01   sFT  0.99995171   -1 09 50.7
 OT0747;UTM  13      - 4,773,339.499   742,547.825   MT  1.00032377   +2 02 08.3
 OT0747;UTM  14      - 4,773,460.568   254,069.570   MT  1.00034410   -2 03 50.6
 OT0747
 OT0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0747!SPC SD S     -   0.99983685  x   0.99995171  =   0.99978856
 OT0747!UTM  13      -   0.99983685  x   1.00032377  =   1.00016056
 OT0747!UTM  14      -   0.99983685  x   1.00034410  =   1.00018089
 OT0747
 OT0747:                Primary Azimuth Mark                     Grid Az
 OT0747:SPC SD S     -  JOHNSON AZ MK                            354 16 11.3
 OT0747:UTM  13      -  JOHNSON AZ MK                            351 04 12.3
 OT0747:UTM  14      -  JOHNSON AZ MK                            355 10 11.2
 OT0747
 OT0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4254773339(NAD 83)
 OT0747
 OT0747|---------------------------------------------------------------------|
 OT0747| PID    Reference Object                     Distance      Geod. Az  |
 OT0747|                                                           dddmmss.s |
 OT0747| OS0761 MARTIN MUNICIPAL TANK               APPROX.26.1 KM 0641923.1 |
 OT0747| CP9733 JOHNSON RM 1                          6.761 METERS 08126     |
 OT0747| CP9734 JOHNSON RM 2                          6.163 METERS 13814     |
 OT0747| CP9732 JOHNSON AZ MK                                      3530620.6 |
 OT0747|---------------------------------------------------------------------|
 OT0747
 OT0747                          SUPERSEDED SURVEY CONTROL
 OT0747
 OT0747  NAD 83(1995)-  43 04 26.35067(N)    102 01 14.78303(W) AD(       ) 1
 OT0747  NAD 83(1986)-  43 04 26.34175(N)    102 01 14.78822(W) AD(       ) 1
 OT0747  NAD 27      -  43 04 26.35300(N)    102 01 13.24900(W) AD(       ) 1
 OT0747
 OT0747.Superseded values are not recommended for survey control.
 OT0747
 OT0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0747.See file dsdata.pdf to determine how the superseded data were derived.
 OT0747
 OT0747_MARKER: DS = TRIANGULATION STATION DISK
 OT0747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0747_STAMPING: JOHNSON 1936
 OT0747_MARK LOGO: CGS
 OT0747_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0747
 OT0747  HISTORY     - Date     Condition        Report By
 OT0747  HISTORY     - 1936     MONUMENTED       CGS
 OT0747
 OT0747                          STATION DESCRIPTION
 OT0747
 OT0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0747'THE STATION IS LOCATED ABOUT 8 MILES EAST AND SOUTH BY ROAD
 OT0747'FROM BATESLAND, ON A HIGH SAND HILL, ABOUT 500 FEET SOUTH
 OT0747'OF AN EAST-WEST FENCE, ABOUT 300 FEET EAST OF A NORTH-SOUTH
 OT0747'FENCE, ON THE HIGHEST SAND HILL IN THE VICINITY.  THE STATION
 OT0747'SURFACE MARK AND THE TWO REFERENCE MARKS ARE ALL OF THE SAME
 OT0747'CHARACTER.  THEY ARE 4-INCH PIPES FILLED WITH CONCRETE WITH
 OT0747'THE STANDARD DISKS SET IN THE TOP.  THE PIPES ARE SUNK INTO
 OT0747'THE GROUND WITH ABOUT 6 INCHES PROJECTING ABOVE THE GROUND.
 OT0747'
 OT0747'TO REACH THE STATION FROM BATESLAND, GO EAST ON U.S. HIGHWAY
 OT0747'18 FOR 4.0 MILES TO A T-ROAD SOUTH (THE ROAD TURNS OFF SOUTH
 OT0747'JUST BEFORE REACHING A CONCRETE BRIDGE AND THREE MAIL BOXES
 OT0747'WEST OF T-ROAD), TAKE THE RIGHT FORK AND GO SOUTHEAST 0.2
 OT0747'MILE TO A Y-ROAD, TAKE THE RIGHT-HAND BRANCH OF ROAD AND GO
 OT0747'SOUTH 2.8 MILES TO THE JOHNSON RANCH, PASS THROUGH A WIRE GATE
 OT0747'AND FOLLOW THE EAST SIDE OF A NORTH-SOUTH FENCE AS FAR SOUTH
 OT0747'AS POSSIBLE IN VEHICLE (THE DISTANCE THAT CAN BE TRAVELED IN
 OT0747'VEHICLE SOUTH WILL DEPEND ON THE CONDITION OF THE SANDY
 OT0747'GROUND), CONTINUE SOUTH ON FOOT, PASSING OVER AN EAST-WEST
 OT0747'FENCE ABOUT 1 MILE SOUTH OF THE JOHNSON RANCH,
 OT0747'CONTINUE ABOUT 500 FEET PAST THE FENCE TO THE THIRD SAND
 OT0747'HILL ON THE LEFT AND THE HIGHEST IN VICINITY.
 OT0747'
 OT0747'AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE NORTH OF
 OT0747'THE STATION, 1 FOOT EAST OF THE NORTH-SOUTH FENCE, ON HIGH
 OT0747'GROUND BUT NOT THE HIGHEST IN VICINITY.
 OT0747'
 OT0747'REFERENCE MARK NO. 1 IS 22.18 FEET EAST-NORTHEAST OF THE
 OT0747'STATION.
 OT0747'
 OT0747'REFERENCE MARK NO. 2 IS 20.22 FEET EAST-SOUTHEAST OF THE
 OT0747'STATION.
 OT0747'
 OT0747'ALL LINES VISIBLE FROM A 4-FOOT STAND EXCEPT THE LINE TO
 OT0747'STATION FRED, WHICH WAS OBSTRUCTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1018 ***********************************************************************
 PT1018  DESIGNATION -  JONES
 PT1018  PID         -  PT1018
 PT1018  STATE/COUNTY-  SD/JONES
 PT1018  COUNTRY     -  US
 PT1018  USGS QUAD   -  WEST OF STONY BUTTE (2017)
 PT1018
 PT1018                         *CURRENT SURVEY CONTROL
 PT1018  ______________________________________________________________________
 PT1018* NAD 83(1996) POSITION- 44 02 26.43571(N) 100 28 20.32150(W)   ADJUSTED
 PT1018* NAVD 88 ORTHO HEIGHT -   686.7   (meters)     2253.    (feet) VERTCON3
 PT1018  ______________________________________________________________________
 PT1018  GEOID HEIGHT    -        -24.172 (meters)                     GEOID18
 PT1018  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 PT1018  HORZ ORDER      -  FIRST
 PT1018
 PT1018.The horizontal coordinates were established by classical geodetic methods
 PT1018.and adjusted by the National Geodetic Survey in January 1998.
 PT1018
 PT1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1018
 PT1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1018.GEOID18 height accuracy estimate available here.
 PT1018
 PT1018.Click photographs - Photos may exist for this station.
 PT1018
 PT1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1018
 PT1018. The following values were computed from the NAD 83(1996) position.
 PT1018
 PT1018;                    North         East     Units Scale Factor Converg.
 PT1018;SPC SD S     -   189,683.607   588,861.447   MT  0.99993400   -0 05 45.1
 PT1018;SPC SD S     -   622,320.30  1,931,956.26   sFT  0.99993400   -0 05 45.1
 PT1018;UTM  14      - 4,877,444.435   382,038.952   MT  0.99977114   -1 01 25.0
 PT1018
 PT1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1018!SPC SD S     -   0.99989612  x   0.99993400  =   0.99983013
 PT1018!UTM  14      -   0.99989612  x   0.99977114  =   0.99966728
 PT1018
 PT1018:                Primary Azimuth Mark                     Grid Az
 PT1018:SPC SD S     -  JONES AZ MK                              204 23 32.7
 PT1018:UTM  14      -  JONES AZ MK                              205 19 12.6
 PT1018
 PT1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8203877444(NAD 83)
 PT1018
 PT1018|---------------------------------------------------------------------|
 PT1018| PID    Reference Object                     Distance      Geod. Az  |
 PT1018|                                                           dddmmss.s |
 PT1018| CO5722 JONES RM 1                          261.269 METERS 17104     |
 PT1018| CO5721 JONES AZ MK                                        2041747.6 |
 PT1018| CO5723 JONES RM 2                          329.746 METERS 29518     |
 PT1018|---------------------------------------------------------------------|
 PT1018
 PT1018                          SUPERSEDED SURVEY CONTROL
 PT1018
 PT1018  NAD 83(1986)-  44 02 26.43152(N)    100 28 20.32438(W) AD(       ) 1
 PT1018  NAD 27      -  44 02 26.48200(N)    100 28 18.84700(W) AD(       ) 1
 PT1018  NGVD 29 (07/19/86)  686.3    (m)         2252.     (f) VERT ANG       
 PT1018
 PT1018.Superseded values are not recommended for survey control.
 PT1018
 PT1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1018.See file dsdata.pdf to determine how the superseded data were derived.
 PT1018
 PT1018_MARKER: DS = TRIANGULATION STATION DISK
 PT1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1018_STAMPING: JONES 1924
 PT1018_MARK LOGO: CGS
 PT1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1018+STABILITY: SURFACE MOTION
 PT1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1018+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2016
 PT1018
 PT1018  HISTORY     - Date     Condition        Report By
 PT1018  HISTORY     - 1924     MONUMENTED       CGS
 PT1018  HISTORY     - 1934     GOOD             SDGS
 PT1018  HISTORY     - 1934     GOOD             CGS
 PT1018  HISTORY     - 1935     GOOD             SDGS
 PT1018  HISTORY     - 1952     GOOD             CGS
 PT1018  HISTORY     - 1963     GOOD             USFS
 PT1018  HISTORY     - 1966     GOOD             CGS
 PT1018  HISTORY     - 20160804 GOOD             INDIV
 PT1018
 PT1018                          STATION DESCRIPTION
 PT1018
 PT1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PT1018'STATION IS ABOUT 4 MILES E, AND 8 MILES N OF DRAPER, 8 MILES
 PT1018'W AND 8 MILES N OF VIVIAN, IN THE SE 1/4 OF SEC. 14, T 1 N,
 PT1018'R 30 E, ABOUT 500 METERS, (1640 FEET) W OF THE E LINE AND ABOUT
 PT1018'260 METERS (853 FEET), N OF THE S LINE OF THE SECTION, ON
 PT1018'THE HIGHEST KNOLL IN THIS VICINITY.
 PT1018'
 PT1018'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PT1018'DISKS SET IN CONCRETE.
 PT1018'
 PT1018'REFERENCE MARK IS ON THE HALF SECTION LINE TO THE W OF THE
 PT1018'STATION.
 PT1018'
 PT1018'TO REACH FROM VIVIAN, OR DRAPER, FOLLOW CUSTER HIGHWAY TO
 PT1018'GRADED ROAD LEADING N 10 MILES FROM VIVIAN, AND 5-1/2 MILES
 PT1018'FROM DRAPER.  FOLLOW GRADED ROAD 7-1/2 MILES, WHICH WILL BE
 PT1018'3-1/2 MILES N OF THE CORRECTION LINE, AND AT THE E SIDE CENTER
 PT1018'OF SEC. 13, ON THE CREST OF THE DIVIDE.  GO THROUGH THE
 PT1018'FENCE AND TO THE W ACROSS SEC. 13, TO THE STATION WHICH IS
 PT1018'IN THE SE 1/4 OF SEC. 14.
 PT1018'
 PT1018'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.25 METERS.
 PT1018
 PT1018                          STATION RECOVERY (1934)
 PT1018
 PT1018'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PT1018'ORIGINAL DESCRIPTION COVERS THE LOCATION OF THE STATION VERY
 PT1018'WELL.  STATION IS IN GOOD CONDITION.
 PT1018
 PT1018                          STATION RECOVERY (1934)
 PT1018
 PT1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1018'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 24 MILES SSW OF
 PT1018'PIERRE, ON LOW GRASSY HILL 0.1 MILE N OF SECTION LINE FENCE
 PT1018'IN SE 1/4 OF SEC. 14, T 1 N, R 30 E, AND THE MARK PROJECTS
 PT1018'6 INCHES.  THE MARK WAS RECOVERED IN GOOD CONDITION.
 PT1018'
 PT1018'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT1018'BRONZE DISKS SET IN CONCRETE.
 PT1018'
 PT1018'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 1 FOOT N OF AN
 PT1018'E AND W FENCE LINE AND PROJECTS 6 INCHES.  THE MARK WAS
 PT1018'ESTABLISHED NEW.
 PT1018'
 PT1018'REFERENCE MARK NO. 2 (1924) IS NW OF THE STATION, 1 FOOT E
 PT1018'OF 1/2 SECTION LINE FENCE ON A FLAT RIDGE RUNNING FROM THE
 PT1018'HILL THE STATION IS ON AND PROJECTS 2 INCHES.  THE MARK WAS
 PT1018'RECOVERED IN GOOD CONDITION.
 PT1018'
 PT1018'THE AZIMUTH MARK IS SW OF THE STATION, 1 FOOT W OF 1/2 SECTION
 PT1018'LINE FENCE, 80 FEET S OF A WIRE GATE AND 0.15 MILE S OF A
 PT1018'NW 1/2 SECTION FENCE CORNER.  THE MARK PROJECTS 6 INCHES
 PT1018'AND WAS ESTABLISHED NEW.
 PT1018'
 PT1018'THE STATION IS REACHED FROM THE POST OFFICE IN PIERRE, BY GOING E,
 PT1018'1 BLOCK, S, 1 BLOCK AND THEN W AND S ON U.S. HIGHWAY 83, FOR
 PT1018'20.7 MILES.  LEAVE U.S. HIGHWAY 83, TURN W ON GRADED ROAD AND
 PT1018'GO W, 2.0 MILES.  THEN N AND W ON MAIN ROAD 2.1 MILES.  THEN
 PT1018'S, ON MAIN ROAD 0.5 MILE TO SCHOOL, THENCE W, 1.0 MILE.  S,
 PT1018'0.6 MILE.  W, 3.0 MILES, THEN S, ON POOR SECTION LINE ROAD
 PT1018'5.1 MILES TO R.K. ORRS FARM BUILDINGS.  PASS THROUGH FARM LOT
 PT1018'AND WIRE GATE AT E SIDE OF LOT AND FOLLOW TRAIL IN AN EASTERLY
 PT1018'DIRECTION 0.5 MILE TO A WELL IN A DRAW, THEN N 0.1 MILE TO A
 PT1018'NW FENCE CORNER.  LEAVE TRAIL, TURN RIGHT AND GO NE 0.25
 PT1018'MILE TOWARDS ROUND-TOPPED HILL TO TOP AND THE STATION.
 PT1018'
 PT1018'THE LAND THE STATION IS ON IS OWNED BY A MR. BISHERD, WHO
 PT1018'LIVES IN THE FIRST BUILDINGS NW OF THE STATION.
 PT1018'
 PT1018'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PT1018
 PT1018                          STATION RECOVERY (1935)
 PT1018
 PT1018'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1935
 PT1018'STATION AND REFERENCE MARKS WERE ALL FOUND TO BE IN GOOD
 PT1018'CONDITION.  DESCRIPTION OF THE MARKS WAS FOUND TO BE CORRECT
 PT1018'EXCEPT FOR DISTANCE FROM STATION TO REFERENCE MARK NO. 2 (1924).
 PT1018'THIS WAS FOUND TO BE 1081.5 FEET (SLOPE DISTANCE), OR CLOSELY
 PT1018'IN AGREEMENT WITH THE 1924 OBSERVATION.
 PT1018
 PT1018                          STATION RECOVERY (1952)
 PT1018
 PT1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1018'THE STATION WAS RECOVERED AND MARKS WERE FOUND IN GOOD CONDITION.
 PT1018'A DESCREPANCY WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1.
 PT1018'A COMPLETE DESCRIPTION FOLLOWS--
 PT1018'
 PT1018'THE STATION IS ABOUT 8 MILES NORTH AND 4 MILES EAST OF DRAPER,
 PT1018'8 MILES WEST AND 8 MILES NORTH OF VIVIAN, ON THE HIGHEST KNOLL
 PT1018'IN THE SOUTHEAST 1/4 OF SECTION 14, T 1 N, R 30 E, 20 FEET
 PT1018'SOUTH OF THE CENTER OF A TRACK ROAD, AND 3 FEET NORTHEAST
 PT1018'OF A WITNESS POST.
 PT1018'
 PT1018'TO REACH THE STATION FROM THE STATE BANK IN DRAPER, GO EAST
 PT1018'AND NORTH ON OLD U.S. HIGHWAY 16 FOR 3.55 MILE TO A CROSS
 PT1018'ROAD, TURN LEFT AND GO NORTH ON A GRADED DIRT ROAD FOR 7.25
 PT1018'MILES TO A SIDE ROAD RIGHT AT A SCHOOLHOUSE ON THE LEFT, TURN
 PT1018'RIGHT AND GO EAST FOR 1.0 MILE TO A CROSS ROAD AND A GATE
 PT1018'IN THE SOUTHEAST CORNER OF THE INTERSECTION, PASS THROUGH
 PT1018'THE GATE AND GO SOUTH AND SOUTHEAST FOR 1.2 MILES ON DIM
 PT1018'TRACK ROAD TO THE HIGHEST POINT OF HILL AND STATION.
 PT1018'
 PT1018'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR
 PT1018'0.2 MILE TO A FENCE CORNER, PACK SOUTH FOR 0.15 MILE TO THE
 PT1018'AZIMUTH MARK IN THE FENCE LINE.
 PT1018'
 PT1018'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PT1018'JONES 1924.
 PT1018'
 PT1018'REFERENCE MARK 1 IS 2 FEET NORTH OF A WIRE FENCE.  THE MARK
 PT1018'PROJECTS 10 INCHES AND THE DISK IS STAMPED JONES NO 1 1934.
 PT1018'
 PT1018'REFERENCE MARK 2 IS 60 FEET SOUTH OF THE CENTER OF A TRACK
 PT1018'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PT1018'JONES 1924.
 PT1018'
 PT1018'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE FENCE CORNER, 100
 PT1018'YARDS SOUTH OF A SMALL POND DAM, 2.5 FEET WEST-NORTHWEST OF
 PT1018'A WITNESS POST, AND 2 FEET WEST OF A WIRE FENCE.  THE MARK
 PT1018'PROJECTS 2 INCHES AND THE DISK IS STAMPED JONES AZIMUTH 1934.
 PT1018'
 PT1018'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1018
 PT1018                          STATION RECOVERY (1963)
 PT1018
 PT1018'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1018'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1018
 PT1018                          STATION RECOVERY (1966)
 PT1018
 PT1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 PT1018'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 PT1018'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 PT1018'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 PT1018'
 PT1018'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN DRAPER, GO
 PT1018'EAST ON U.S. HIGHWAY 16 FOR 0.6 MILE TO A SIDE ROAD LEFT.
 PT1018'TURN LEFT AND GO NORTH AND EAST ON THE MAIN ROAD FOR 3.0
 PT1018'MILES TO A T-ROAD AND RANCH HOUSE ON THE RIGHT.  TURN LEFT
 PT1018'AND GO NORTH ON THE MAIN ROAD FOR 6.9 MILES TO A CROSSROAD,
 PT1018'THE SCHOOL HOUSE IS NO LONGER AT THIS LOCATION.  TURN RIGHT
 PT1018'AND GO EAST ON A DIRT ROAD FOR 1.0 MILE TO A SECTION LINE ROAD
 PT1018'AND A GATE IN THE SOUTHEAST CORNER OF THE SECTION LINE ROAD.
 PT1018'PASS THROUGH THE GATE AND GO SOUTHEAST ACROSS PASTURE LAND
 PT1018'ON A DIM TRACK ROAD FOR 1.0 MILE AND THE HIGHEST POINT OF
 PT1018'HILL AND THE STATION.
 PT1018'
 PT1018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 PT1018'NORTH-NORTHEAST OF DRAPER, 20.0 MILES SOUTH-SOUTHWEST OF
 PT1018'PIERRE AND ABOUT 30.0 MILES EAST OF MIDLAND.
 PT1018
 PT1018                          STATION RECOVERY (2016)
 PT1018
 PT1018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RJT)
 PT1018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1160 ***********************************************************************
 PT1160  DESIGNATION -  JONES
 PT1160  PID         -  PT1160
 PT1160  STATE/COUNTY-  SD/HAAKON
 PT1160  COUNTRY     -  US
 PT1160  USGS QUAD   -  PHILIP (2017)
 PT1160
 PT1160                         *CURRENT SURVEY CONTROL
 PT1160  ______________________________________________________________________
 PT1160* NAD 83(1996) POSITION- 44 02 17.40981(N) 101 42 39.68091(W)   ADJUSTED
 PT1160* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 PT1160  ______________________________________________________________________
 PT1160  GEOID HEIGHT    -        -20.931 (meters)                     GEOID18
 PT1160  LAPLACE CORR    -         -9.29  (seconds)                    DEFLEC18
 PT1160  HORZ ORDER      -  SECOND
 PT1160
 PT1160.The horizontal coordinates were established by classical geodetic methods
 PT1160.and adjusted by the National Geodetic Survey in January 1998.
 PT1160
 PT1160.The orthometric height was scaled from a topographic map.
 PT1160
 PT1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1160.GEOID18 height accuracy estimate available here.
 PT1160
 PT1160.Click photographs - Photos may exist for this station.
 PT1160
 PT1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1160
 PT1160. The following values were computed from the NAD 83(1996) position.
 PT1160
 PT1160;                    North         East     Units Scale Factor Converg.
 PT1160;SPC SD S     -   190,311.515   489,584.051   MT  0.99993368   -0 57 01.4
 PT1160;SPC SD S     -   624,380.36  1,606,243.67   sFT  0.99993368   -0 57 01.4
 PT1160;UTM  14      - 4,879,685.889   282,782.736   MT  1.00018035   -1 53 07.0
 PT1160
 PT1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1160!SPC SD S     -   0.99989252  x   0.99993368  =   0.99982621
 PT1160!UTM  14      -   0.99989252  x   1.00018035  =   1.00007285
 PT1160
 PT1160:                Primary Azimuth Mark                     Grid Az
 PT1160:SPC SD S     -  PHILIP BELL TEL CO RAD MAST              140 04 44.4
 PT1160:UTM  14      -  PHILIP BELL TEL CO RAD MAST              141 00 50.0
 PT1160
 PT1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8278279685(NAD 83)
 PT1160
 PT1160|---------------------------------------------------------------------|
 PT1160| PID    Reference Object                     Distance      Geod. Az  |
 PT1160|                                                           dddmmss.s |
 PT1160| CP9736 JONES RM 2                           19.010 METERS 00459     |
 PT1160| OS0777 PHILIP BELL TEL CO RAD MAST         APPROX. 8.4 KM 1390743.0 |
 PT1160| CP9735 JONES RM 1                           19.065 METERS 26818     |
 PT1160|---------------------------------------------------------------------|
 PT1160
 PT1160                          SUPERSEDED SURVEY CONTROL
 PT1160
 PT1160  NAD 83(1986)-  44 02 17.40214(N)    101 42 39.68265(W) AD(       ) 2
 PT1160  NAD 27      -  44 02 17.44440(N)    101 42 38.16450(W) AD(       ) 2
 PT1160
 PT1160.Superseded values are not recommended for survey control.
 PT1160
 PT1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1160.See file dsdata.pdf to determine how the superseded data were derived.
 PT1160
 PT1160_MARKER: DS = TRIANGULATION STATION DISK
 PT1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1160_STAMPING: JONES 1961
 PT1160_MARK LOGO: CGS
 PT1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1160+STABILITY: SURFACE MOTION
 PT1160
 PT1160  HISTORY     - Date     Condition        Report By
 PT1160  HISTORY     - 1961     MONUMENTED       CGS
 PT1160
 PT1160                          STATION DESCRIPTION
 PT1160
 PT1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1160'STATION IS LOCATED ABOUT 2 MILES WEST OF PHILIP, 1.0 MILE NORTH
 PT1160'OF U.S. HIGHWAY 14, IN THE NORTHEAST 1/4 SECTION 21, T 1 N,
 PT1160'R 20 E AND IT IS ON THE ROAD RIGHT-OF-WAY EMBANKMENT OF AN
 PT1160'EAST-WEST GRAVEL ROAD.
 PT1160'
 PT1160'TO REACH FROM THE POST OFFICE IN PHILIP, GO WESTERLY ON PINE
 PT1160'STREET FOR 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 14, TURN
 PT1160'LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 14 FOR 0.15 MILE TO A
 PT1160'SIDE ROAD RIGHT, JUST AFTER CROSSING A BRIDGE, TURN RIGHT
 PT1160'AND GO WEST ON GRAVELED SECTION LINE ROAD FOR 1.4 MILES TO THE
 PT1160'SUMMIT OF RIDGE AND STATION ON THE LEFT.*
 PT1160'
 PT1160'STATION MARK IS 34.0 FEET SOUTH OF THE CENTER LINE OF AN
 PT1160'EAST-WEST SECTION LINE ROAD, 9.8 FEET WEST OF A METAL WITNESS
 PT1160'POST AND SIGN, 7.6 FEET SOUTHEAST OF THE NORTH ONE OF TWO
 PT1160'POWER LINE POLES, (NUMBER 3502) AND 2.6 FEET NORTH OF AN EAST-WEST
 PT1160'FENCE LINE.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A
 PT1160'CIRCULAR CONCRETE MONUMENT 12 INCHES IN DIAMETER.  IT IS
 PT1160'STAMPED--JONES 1961 AND PROJECTS 2 INCHES.
 PT1160'
 PT1160'R.M. 1 IS 35.6 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 PT1160'GRAVEL ROAD, AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 PT1160'IS A STANDARD DISK CEMENTED IN THE TOP OF A CIRCULAR CONCRETE
 PT1160'MONUMENT 12 INCHES IN DIAMETER.  IT IS STAMPED--JONES NO 1
 PT1160'1961 AND PROJECTS ABOUT 1 INCH.
 PT1160'
 PT1160'R.M. 2 IS 28.6 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 PT1160'GRAVEL ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT IS A
 PT1160'STANDARD DISK CEMENTED IN THE TOP OF A CIRCULAR CONCRETE
 PT1160'MONUMENT 12 INCHES IN DIAMETER.  IT IS STAMPED--JONES NO 2
 PT1160'1961 AND PROJECTS ABOUT 1 INCH.
 PT1160'
 PT1160'*TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 PT1160'GRAVELED ROAD FOR 0.85 MILE TO A T INTERSECTION, TURN LEFT
 PT1160'AND GO SOUTH ON GRAVELED ROAD 0.8 MILES TO JUNCTION OF U.S.
 PT1160'HIGHWAY 14, TURN LEFT AND GO EAST ON U.S. HIGHWAY 14 FOR
 PT1160'0.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PT1160'
 PT1160'PICTURE POINT IS THE NORTH ONE OF TWO POWER LINE POLES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0483 ***********************************************************************
 QT0483  DESIGNATION -  JONES
 QT0483  PID         -  QT0483
 QT0483  STATE/COUNTY-  SD/HARDING
 QT0483  COUNTRY     -  US
 QT0483  USGS QUAD   -  HAY CREEK (2017)
 QT0483
 QT0483                         *CURRENT SURVEY CONTROL
 QT0483  ______________________________________________________________________
 QT0483* NAD 83(1996) POSITION- 45 40 03.55162(N) 103 29 21.13372(W)   ADJUSTED
 QT0483* NAVD 88 ORTHO HEIGHT -   919.387 (meters)     3016.36  (feet) ADJUSTED
 QT0483  ______________________________________________________________________
 QT0483  GEOID HEIGHT    -        -15.893 (meters)                     GEOID18
 QT0483  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 QT0483  DYNAMIC HEIGHT  -        919.255 (meters)     3015.92  (feet) COMP
 QT0483  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 QT0483
 QT0483  HORZ ORDER      -  THIRD
 QT0483  VERT ORDER      -  FIRST     CLASS II
 QT0483
 QT0483.The horizontal coordinates were established by classical geodetic methods
 QT0483.and adjusted by the National Geodetic Survey in January 1998.
 QT0483
 QT0483.The orthometric height was determined by differential leveling and
 QT0483.adjusted by the NATIONAL GEODETIC SURVEY
 QT0483.in April 2000.
 QT0483
 QT0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0483.GEOID18 height accuracy estimate available here.
 QT0483
 QT0483.Click photographs - Photos may exist for this station.
 QT0483
 QT0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0483
 QT0483.The dynamic height is computed by dividing the NAVD 88
 QT0483.geopotential number by the normal gravity value computed on the
 QT0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0483.degrees latitude (g = 980.6199 gals.).
 QT0483
 QT0483.The modeled gravity was interpolated from observed gravity values.
 QT0483
 QT0483. The following values were computed from the NAD 83(1996) position.
 QT0483
 QT0483;                    North         East     Units Scale Factor Converg.
 QT0483;SPC SD N     -   209,699.785   328,186.091   MT  0.99999701   -2 28 10.0
 QT0483;SPC SD N     -   687,990.04  1,076,723.87   sFT  0.99999701   -2 28 10.0
 QT0483;UTM  13      - 5,058,232.513   617,682.567   MT  0.99977027   +1 04 50.9
 QT0483
 QT0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0483!SPC SD N     -   0.99985838  x   0.99999701  =   0.99985539
 QT0483!UTM  13      -   0.99985838  x   0.99977027  =   0.99962868
 QT0483
 QT0483:                Primary Azimuth Mark                     Grid Az
 QT0483:SPC SD N     -  JONES AZ MK                              121 18 19.0
 QT0483:UTM  13      -  JONES AZ MK                              117 45 18.1
 QT0483
 QT0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1768258232(NAD 83)
 QT0483
 QT0483|---------------------------------------------------------------------|
 QT0483| PID    Reference Object                     Distance      Geod. Az  |
 QT0483|                                                           dddmmss.s |
 QT0483| AH7203 JONES AZ MK                                        1185009.0 |
 QT0483| AH7204 JONES RM 1                           11.062 METERS 17400     |
 QT0483| AH7205 JONES RM 2                           12.129 METERS 27041     |
 QT0483|---------------------------------------------------------------------|
 QT0483
 QT0483                          SUPERSEDED SURVEY CONTROL
 QT0483
 QT0483  NAD 83(1993)-  45 40 03.54136(N)    103 29 21.12949(W) AD(       ) 3
 QT0483  NAD 83(1986)-  45 40 03.53871(N)    103 29 21.12685(W) AD(       ) 3
 QT0483  NAD 27      -  45 40 03.55600(N)    103 29 19.43600(W) AD(       ) 3
 QT0483
 QT0483.Superseded values are not recommended for survey control.
 QT0483
 QT0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0483.See file dsdata.pdf to determine how the superseded data were derived.
 QT0483
 QT0483_MARKER: DS = TRIANGULATION STATION DISK
 QT0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0483_STAMPING: JONES 1952
 QT0483_MARK LOGO: CGS
 QT0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0483+STABILITY: SURFACE MOTION
 QT0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0483+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1999
 QT0483
 QT0483  HISTORY     - Date     Condition        Report By
 QT0483  HISTORY     - 1952     MONUMENTED       CGS
 QT0483  HISTORY     - 19980928 GOOD             NGS
 QT0483  HISTORY     - 19990526 GOOD             NGS
 QT0483
 QT0483                          STATION DESCRIPTION
 QT0483
 QT0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0483'THE STATION IS IN SECTION 27, T 20 N, R 5 E, ABOUT 5-3/4 MILES
 QT0483'NORTH AND 2-3/4 MILES EAST OF BUFFALO, 1-1/2 MILES SOUTH OF
 QT0483'JONES CREEK, 1/4 MILE WEST OF U.S. HIGHWAY 85 AND 7 FEET NORTHEAST
 QT0483'OF A 4 X 4 INCH WITNESS POST.
 QT0483'
 QT0483'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 QT0483'AND STATE HIGHWAY 8 IN BUFFALO, GO NORTH ON U.S. HIGHWAY 85
 QT0483'FOR 5.4 MILES TO A CONCRETE BRIDGE, CONTINUE NORTH ON THE
 QT0483'HIGHWAY FOR 2.8 MILES TO A WIRE GATE AND THE AZIMUTH MARK ON
 QT0483'THE LEFT AS DESCRIBED, THERE IS A WIRE GATE ON THE RIGHT SIDE
 QT0483'OF THE ROAD ALSO, TURN LEFT, THROUGH GATE AND GO WEST ON A
 QT0483'TRACK ROAD FOR 0.25 MILE, TURN RIGHT AND GO 0.15 MILE ACROSS
 QT0483'PASTURE LAND TO TOP OF RIDGE AND THE STATION.
 QT0483'
 QT0483'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0483'JONES 1952.
 QT0483'
 QT0483'REFERENCE MARK 1 IS 31 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QT0483'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED JONES NO
 QT0483'1 1952.
 QT0483'
 QT0483'REFERENCE MARK 2 IS 36 FEET WEST-NORTHWEST OF A 4 X 4 INCH
 QT0483'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 QT0483'STAMPED JONES NO 2 1952.
 QT0483'
 QT0483'THE AZIMUTH MARK IS 64 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 QT0483'85, 10 FEET NORTH OF A GATE POST AND 5 FEET SOUTHWEST OF A
 QT0483'4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 QT0483'DISK IS STAMPED JONES 1952.
 QT0483'
 QT0483'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0483
 QT0483                          STATION RECOVERY (1998)
 QT0483
 QT0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0483'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0483'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.6 KM (0.35 MI) NORTH AND WEST
 QT0483'ALONG A TRACK ROAD, 30.3 M (99.4 FT) NORTH OF THE ROAD CENTER, 12.1 M
 QT0483'(39.7 FT) EAST OF REFERENCE MARK 2, 11.0 M (36.1 FT) NORTH OF
 QT0483'REFERENCE MARK 1, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.1 M
 QT0483'(0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QT0483'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 QT0483'BY JOHN AND DAVID NIEMI, P.O. BOX 227, BUFFALO, SD 57720.
 QT0483
 QT0483                          STATION RECOVERY (1999)
 QT0483
 QT0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0483'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0483'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.6 KM (0.35 MI) NORTH AND WEST
 QT0483'ALONG A TRACK ROAD, 30.3 M (99.4 FT) NORTH OF THE ROAD CENTER, 12.1 M
 QT0483'(39.7 FT) EAST OF REFERENCE MARK 2, 11.0 M (36.1 FT) NORTH OF
 QT0483'REFERENCE MARK 1, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.1 M
 QT0483'(0.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QT0483'FT) ABOVE THE GROUND SURAFCE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 QT0483'BY JOHN AND DAVID NIEMI, P.O. BOX 227, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7203 ***********************************************************************
 AH7203  DESIGNATION -  JONES AZ MK
 AH7203  PID         -  AH7203
 AH7203  STATE/COUNTY-  SD/HARDING
 AH7203  COUNTRY     -  US
 AH7203  USGS QUAD   -  HAY CREEK (2017)
 AH7203
 AH7203                         *CURRENT SURVEY CONTROL
 AH7203  ______________________________________________________________________
 AH7203* NAD 83(1986) POSITION- 45 39 56.     (N) 103 29 03.     (W)   SCALED
 AH7203* NAVD 88 ORTHO HEIGHT -   907.544 (meters)     2977.50  (feet) ADJUSTED
 AH7203  ______________________________________________________________________
 AH7203  GEOID HEIGHT    -        -15.900 (meters)                     GEOID18
 AH7203  DYNAMIC HEIGHT  -        907.414 (meters)     2977.07  (feet) COMP
 AH7203  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 AH7203
 AH7203  VERT ORDER      -  FIRST     CLASS II
 AH7203
 AH7203.The horizontal coordinates were scaled from a map and have
 AH7203.an estimated accuracy of +/- 6 seconds.
 AH7203
 AH7203.The orthometric height was determined by differential leveling and
 AH7203.adjusted by the NATIONAL GEODETIC SURVEY
 AH7203.in April 2000.
 AH7203
 AH7203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7203.GEOID18 height accuracy estimate available here.
 AH7203
 AH7203.Click photographs - Photos may exist for this station.
 AH7203
 AH7203.The dynamic height is computed by dividing the NAVD 88
 AH7203.geopotential number by the normal gravity value computed on the
 AH7203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7203.degrees latitude (g = 980.6199 gals.).
 AH7203
 AH7203.The modeled gravity was interpolated from observed gravity values.
 AH7203
 AH7203;                    North         East    Units  Estimated Accuracy
 AH7203;SPC SD N     -   209,450.      328,570.      MT  (+/- 180 meters Scaled)
 AH7203
 AH7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL180580(NAD 83)
 AH7203
 AH7203                          SUPERSEDED SURVEY CONTROL
 AH7203
 AH7203.No superseded survey control is available for this station.
 AH7203
 AH7203_MARKER: DZ = AZIMUTH MARK DISK
 AH7203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7203_STAMPING: JONES 1952
 AH7203_MARK LOGO: CGS
 AH7203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7203+STABILITY: SURFACE MOTION
 AH7203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7203+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7203
 AH7203  HISTORY     - Date     Condition        Report By
 AH7203  HISTORY     - 1952     MONUMENTED       CGS
 AH7203  HISTORY     - 19980928 GOOD             NGS
 AH7203
 AH7203                          STATION DESCRIPTION
 AH7203
 AH7203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7203'11.8 KM (7.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7203'STATE HIGHWAY 20 IN BUFFALO, 676.0 M (2217.8 FT) SOUTH OF MILEPOST
 AH7203'134, 48.7 M (159.8 FT) WEST OF THE HIGHWAY CENTERLINE, 2.4 M (7.9 FT)
 AH7203'WEST OF A WITNESS POST AND FENCE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF
 AH7203'THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A METAL GUARD POST, AND THE
 AH7203'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 AH7203'MONUMENT IS ON PROPERTY OWNED BY JOHN AND DAVID NIEMI, P.O. BOX 227,
 AH7203'BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7204 ***********************************************************************
 AH7204  DESIGNATION -  JONES RM 1
 AH7204  PID         -  AH7204
 AH7204  STATE/COUNTY-  SD/HARDING
 AH7204  COUNTRY     -  US
 AH7204  USGS QUAD   -  HAY CREEK (2017)
 AH7204
 AH7204                         *CURRENT SURVEY CONTROL
 AH7204  ______________________________________________________________________
 AH7204* NAD 83(1986) POSITION- 45 40 03.20   (N) 103 29 21.08   (W)   HD_HELD1
 AH7204* NAVD 88 ORTHO HEIGHT -   919.024 (meters)     3015.16  (feet) ADJUSTED
 AH7204  ______________________________________________________________________
 AH7204  GEOID HEIGHT    -        -15.893 (meters)                     GEOID18
 AH7204  DYNAMIC HEIGHT  -        918.892 (meters)     3014.73  (feet) COMP
 AH7204  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 AH7204
 AH7204  VERT ORDER      -  FIRST     CLASS II
 AH7204
 AH7204.The horizontal coordinates were determined by differentially corrected
 AH7204.hand held GPS observations or other comparable positioning techniques
 AH7204.and have an estimated accuracy of +/- 3 meters.
 AH7204
 AH7204.The orthometric height was determined by differential leveling and
 AH7204.adjusted by the NATIONAL GEODETIC SURVEY
 AH7204.in April 2000.
 AH7204
 AH7204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7204.GEOID18 height accuracy estimate available here.
 AH7204
 AH7204.Click photographs - Photos may exist for this station.
 AH7204
 AH7204.The dynamic height is computed by dividing the NAVD 88
 AH7204.geopotential number by the normal gravity value computed on the
 AH7204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7204.degrees latitude (g = 980.6199 gals.).
 AH7204
 AH7204.The modeled gravity was interpolated from observed gravity values.
 AH7204
 AH7204;                    North         East    Units  Estimated Accuracy
 AH7204;SPC SD N     -   209,688.9     328,186.8     MT  (+/- 3 meters HH1 GPS) 
 AH7204
 AH7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1768358221(NAD 83)
 AH7204
 AH7204                          SUPERSEDED SURVEY CONTROL
 AH7204
 AH7204.No superseded survey control is available for this station.
 AH7204
 AH7204_MARKER: DR = REFERENCE MARK DISK
 AH7204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7204_STAMPING: JONES NO 1 1952
 AH7204_MARK LOGO: CGS
 AH7204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7204+STABILITY: SURFACE MOTION
 AH7204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7204+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1999
 AH7204
 AH7204  HISTORY     - Date     Condition        Report By
 AH7204  HISTORY     - 1952     MONUMENTED       CGS
 AH7204  HISTORY     - 19980928 GOOD             NGS
 AH7204  HISTORY     - 19990526 GOOD             NGS
 AH7204
 AH7204                          STATION DESCRIPTION
 AH7204
 AH7204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7204'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7204'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.6 KM (0.35 MI) NORTH AND WEST
 AH7204'ALONG A TRACK ROAD, 22.5 M (73.8 FT) NORTH OF THE ROAD CENTER, 11.0 M
 AH7204'(36.1 FT) SOUTH OF THE STATION MARK, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AH7204'THE ROAD, 0.1 M (0.3 FT) SOUTH OF A METAL GUARD POST, AND THE MONUMENT
 AH7204'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 AH7204'IS ON PROPERTY OWNED BY JOHN AND DAVID NIEMI, P.O. BOX 227, BUFFALO,
 AH7204'SD 57720.
 AH7204
 AH7204                          STATION RECOVERY (1999)
 AH7204
 AH7204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7204'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7204'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.6 KM (0.35 MI) NORTH AND WEST
 AH7204'ALONG A TRACK ROAD, 22.5 M (73.8 FT) NORTH OF THE ROAD CENTER, 11.0 M
 AH7204'(36.1 FT) SOUTH OF THE STATION MARK, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AH7204'THE ROAD, 0.1 M (0.3 FT) SOUTH OF A METAL GUARD POST, AND THE MONUMENT
 AH7204'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURAFCE. NOTE--THE MONUMENT
 AH7204'IS ON PROPERTY OWNED BY JOHN AND DAVID NIEMI, P.O. BOX 227, BUFFALO,
 AH7204'SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7205 ***********************************************************************
 AH7205  DESIGNATION -  JONES RM 2
 AH7205  PID         -  AH7205
 AH7205  STATE/COUNTY-  SD/HARDING
 AH7205  COUNTRY     -  US
 AH7205  USGS QUAD   -  HAY CREEK (2017)
 AH7205
 AH7205                         *CURRENT SURVEY CONTROL
 AH7205  ______________________________________________________________________
 AH7205* NAD 83(1986) POSITION- 45 40 03.56   (N) 103 29 21.69   (W)   HD_HELD1
 AH7205* NAVD 88 ORTHO HEIGHT -   919.118 (meters)     3015.47  (feet) ADJUSTED
 AH7205  ______________________________________________________________________
 AH7205  GEOID HEIGHT    -        -15.893 (meters)                     GEOID18
 AH7205  DYNAMIC HEIGHT  -        918.987 (meters)     3015.04  (feet) COMP
 AH7205  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 AH7205
 AH7205  VERT ORDER      -  FIRST     CLASS II
 AH7205
 AH7205.The horizontal coordinates were determined by differentially corrected
 AH7205.hand held GPS observations or other comparable positioning techniques
 AH7205.and have an estimated accuracy of +/- 3 meters.
 AH7205
 AH7205.The orthometric height was determined by differential leveling and
 AH7205.adjusted by the NATIONAL GEODETIC SURVEY
 AH7205.in April 2000.
 AH7205
 AH7205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7205.GEOID18 height accuracy estimate available here.
 AH7205
 AH7205.Click photographs - Photos may exist for this station.
 AH7205
 AH7205.The dynamic height is computed by dividing the NAVD 88
 AH7205.geopotential number by the normal gravity value computed on the
 AH7205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7205.degrees latitude (g = 980.6199 gals.).
 AH7205
 AH7205.The modeled gravity was interpolated from observed gravity values.
 AH7205
 AH7205;                    North         East    Units  Estimated Accuracy
 AH7205;SPC SD N     -   209,700.6     328,174.1     MT  (+/- 3 meters HH1 GPS) 
 AH7205
 AH7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1767058232(NAD 83)
 AH7205
 AH7205                          SUPERSEDED SURVEY CONTROL
 AH7205
 AH7205.No superseded survey control is available for this station.
 AH7205
 AH7205_MARKER: DR = REFERENCE MARK DISK
 AH7205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7205_STAMPING: JONES NO 2 1952
 AH7205_MARK LOGO: CGS
 AH7205_PROJECTION: RECESSED 10 CENTIMETERS
 AH7205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7205+STABILITY: SURFACE MOTION
 AH7205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7205+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1999
 AH7205
 AH7205  HISTORY     - Date     Condition        Report By
 AH7205  HISTORY     - 1952     MONUMENTED       CGS
 AH7205  HISTORY     - 19980928 GOOD             NGS
 AH7205  HISTORY     - 19990526 GOOD             NGS
 AH7205
 AH7205                          STATION DESCRIPTION
 AH7205
 AH7205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7205'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7205'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.6 KM (0.35 MI) NORTH AND WEST
 AH7205'ALONG A TRACK ROAD, 20.0 M (65.6 FT) NORTH OF THE ROAD CENTER, 12.1 M
 AH7205'(39.7 FT) WEST OF THE STATION MARK, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AH7205'THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AH7205'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MONUMENT
 AH7205'IS ON PROPERTY OWNED BY JOHN AND DAVID NIEMI, P.O. BOX 227, BUFFALO,
 AH7205'SD 57720.
 AH7205
 AH7205                          STATION RECOVERY (1999)
 AH7205
 AH7205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7205'11.7 KM (7.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7205'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.6 KM (0.35 MI) NORTH AND WEST
 AH7205'ALONG A TRACK ROAD, 20.0 M (65.6 FT) NORTH OF THE ROAD CENTER, 12.1 M
 AH7205'(39.7 FT) WEST OF THE STATION MARK, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AH7205'THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AH7205'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURAFCE. NOTE--THE MONUMENT
 AH7205'IS ON PROPERTY OWNED BY JOHN AND DAVID NIEMI, P.O. BOX 227, BUFFALO,
 AH7205'SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0102 ***********************************************************************
 PU0102  DESIGNATION -  JORDAN
 PU0102  PID         -  PU0102
 PU0102  STATE/COUNTY-  SD/MEADE
 PU0102  COUNTRY     -  US
 PU0102  USGS QUAD   -  OPAL EAST SE (2017)
 PU0102
 PU0102                         *CURRENT SURVEY CONTROL
 PU0102  ______________________________________________________________________
 PU0102* NAD 83(1986) POSITION- 44 49 53.     (N) 102 16 07.     (W)   SCALED
 PU0102* NAVD 88 ORTHO HEIGHT -   781.504 (meters)     2563.98  (feet) ADJUSTED
 PU0102  ______________________________________________________________________
 PU0102  GEOID HEIGHT    -        -19.079 (meters)                     GEOID18
 PU0102  DYNAMIC HEIGHT  -        781.333 (meters)     2563.42  (feet) COMP
 PU0102  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 PU0102
 PU0102  VERT ORDER      -  SECOND    CLASS 0
 PU0102
 PU0102.The horizontal coordinates were scaled from a map and have
 PU0102.an estimated accuracy of +/- 6 seconds.
 PU0102
 PU0102.The orthometric height was determined by differential leveling and
 PU0102.adjusted by the NATIONAL GEODETIC SURVEY
 PU0102.in June 1991.
 PU0102
 PU0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0102.GEOID18 height accuracy estimate available here.
 PU0102
 PU0102.Click photographs - Photos may exist for this station.
 PU0102
 PU0102.The dynamic height is computed by dividing the NAVD 88
 PU0102.geopotential number by the normal gravity value computed on the
 PU0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0102.degrees latitude (g = 980.6199 gals.).
 PU0102
 PU0102.The modeled gravity was interpolated from observed gravity values.
 PU0102
 PU0102;                    North         East    Units  Estimated Accuracy
 PU0102;SPC SD N     -   113,420.      420,640.      MT  (+/- 180 meters Scaled)
 PU0102
 PU0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK159678(NAD 83)
 PU0102
 PU0102                          SUPERSEDED SURVEY CONTROL
 PU0102
 PU0102  NGVD 29 (??/??/92)  781.045  (m)         2562.48   (f) ADJ UNCH    2 0
 PU0102
 PU0102.Superseded values are not recommended for survey control.
 PU0102
 PU0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0102.See file dsdata.pdf to determine how the superseded data were derived.
 PU0102
 PU0102_MARKER: DS = TRIANGULATION STATION DISK
 PU0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0102_STAMPING: JORDAN 1962
 PU0102_MARK LOGO: CGS
 PU0102_PROJECTION: FLUSH
 PU0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0102+STABILITY: SURFACE MOTION
 PU0102
 PU0102  HISTORY     - Date     Condition        Report By
 PU0102  HISTORY     - 1962     MONUMENTED       CGS
 PU0102  HISTORY     - 1963     GOOD             CGS
 PU0102
 PU0102                          STATION DESCRIPTION
 PU0102
 PU0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0102'16.8 MI SE FROM OPAL.
 PU0102'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0102'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0102'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.8
 PU0102'MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 15, T 10 N, R 15 E,
 PU0102'42 FEET WEST OF THE CENTER LINE OF THE ROAD, 102 FEET NORTH OF
 PU0102'THE CENTER OF A WIRE GATE, 3 FEET WEST OF A FENCE, 5.2 FEET
 PU0102'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0102'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0098 ***********************************************************************
 PU0098  DESIGNATION -  JORDAN AZ MK
 PU0098  PID         -  PU0098
 PU0098  STATE/COUNTY-  SD/MEADE
 PU0098  COUNTRY     -  US
 PU0098  USGS QUAD   -  OPAL EAST SE (2017)
 PU0098
 PU0098                         *CURRENT SURVEY CONTROL
 PU0098  ______________________________________________________________________
 PU0098* NAD 83(1986) POSITION- 44 50 14.     (N) 102 16 07.     (W)   SCALED
 PU0098* NAVD 88 ORTHO HEIGHT -   778.395 (meters)     2553.78  (feet) ADJUSTED
 PU0098  ______________________________________________________________________
 PU0098  GEOID HEIGHT    -        -19.073 (meters)                     GEOID18
 PU0098  DYNAMIC HEIGHT  -        778.225 (meters)     2553.23  (feet) COMP
 PU0098  MODELED GRAVITY -    980,372.3   (mgal)                       NAVD 88
 PU0098
 PU0098  VERT ORDER      -  SECOND    CLASS 0
 PU0098
 PU0098.The horizontal coordinates were scaled from a map and have
 PU0098.an estimated accuracy of +/- 6 seconds.
 PU0098
 PU0098.The orthometric height was determined by differential leveling and
 PU0098.adjusted by the NATIONAL GEODETIC SURVEY
 PU0098.in June 1991.
 PU0098
 PU0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0098.GEOID18 height accuracy estimate available here.
 PU0098
 PU0098.Click photographs - Photos may exist for this station.
 PU0098
 PU0098.The dynamic height is computed by dividing the NAVD 88
 PU0098.geopotential number by the normal gravity value computed on the
 PU0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0098.degrees latitude (g = 980.6199 gals.).
 PU0098
 PU0098.The modeled gravity was interpolated from observed gravity values.
 PU0098
 PU0098;                    North         East    Units  Estimated Accuracy
 PU0098;SPC SD N     -   114,070.      420,660.      MT  (+/- 180 meters Scaled)
 PU0098
 PU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK158684(NAD 83)
 PU0098
 PU0098                          SUPERSEDED SURVEY CONTROL
 PU0098
 PU0098  NGVD 29 (??/??/92)  777.936  (m)         2552.28   (f) ADJ UNCH    2 0
 PU0098
 PU0098.Superseded values are not recommended for survey control.
 PU0098
 PU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0098.See file dsdata.pdf to determine how the superseded data were derived.
 PU0098
 PU0098_MARKER: DZ = AZIMUTH MARK DISK
 PU0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0098_STAMPING: JORDAN 1962
 PU0098_MARK LOGO: CGS
 PU0098_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0098+STABILITY: SURFACE MOTION
 PU0098
 PU0098  HISTORY     - Date     Condition        Report By
 PU0098  HISTORY     - 1962     MONUMENTED       CGS
 PU0098  HISTORY     - 1963     GOOD             CGS
 PU0098
 PU0098                          STATION DESCRIPTION
 PU0098
 PU0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0098'17.2 MI SE FROM OPAL.
 PU0098'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0098'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0098'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25
 PU0098'MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 10, T 10 N, R 15 E,
 PU0098'AT AN ENTRANCE TO A FIELD ON THE CREST OF A HILL, 0.85 MILE
 PU0098'SOUTH OF A SCHOOLHOUSE, 38 FEET WEST OF THE CENTER LINE OF THE
 PU0098'ROAD, 21 FEET SOUTH OF THE CENTER OF A WIRE GATE AND FIELD
 PU0098'ENTRANCE, 2 FEET EAST OF A FENCE, 3.0 FEET NORTHEAST OF A METAL
 PU0098'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PU0098'A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0101 ***********************************************************************
 PU0101  DESIGNATION -  JORDAN RM 1
 PU0101  PID         -  PU0101
 PU0101  STATE/COUNTY-  SD/MEADE
 PU0101  COUNTRY     -  US
 PU0101  USGS QUAD   -  OPAL EAST SE (2017)
 PU0101
 PU0101                         *CURRENT SURVEY CONTROL
 PU0101  ______________________________________________________________________
 PU0101* NAD 83(1986) POSITION- 44 49 53.     (N) 102 16 06.     (W)   SCALED
 PU0101* NAVD 88 ORTHO HEIGHT -   780.898 (meters)     2562.00  (feet) ADJUSTED
 PU0101  ______________________________________________________________________
 PU0101  GEOID HEIGHT    -        -19.080 (meters)                     GEOID18
 PU0101  DYNAMIC HEIGHT  -        780.726 (meters)     2561.43  (feet) COMP
 PU0101  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 PU0101
 PU0101  VERT ORDER      -  SECOND    CLASS 0
 PU0101
 PU0101.The horizontal coordinates were scaled from a map and have
 PU0101.an estimated accuracy of +/- 6 seconds.
 PU0101
 PU0101.The orthometric height was determined by differential leveling and
 PU0101.adjusted by the NATIONAL GEODETIC SURVEY
 PU0101.in June 1991.
 PU0101
 PU0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0101.GEOID18 height accuracy estimate available here.
 PU0101
 PU0101.Click photographs - Photos may exist for this station.
 PU0101
 PU0101.The dynamic height is computed by dividing the NAVD 88
 PU0101.geopotential number by the normal gravity value computed on the
 PU0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0101.degrees latitude (g = 980.6199 gals.).
 PU0101
 PU0101.The modeled gravity was interpolated from observed gravity values.
 PU0101
 PU0101;                    North         East    Units  Estimated Accuracy
 PU0101;SPC SD N     -   113,420.      420,660.      MT  (+/- 180 meters Scaled)
 PU0101
 PU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK159678(NAD 83)
 PU0101
 PU0101                          SUPERSEDED SURVEY CONTROL
 PU0101
 PU0101  NGVD 29 (??/??/92)  780.439  (m)         2560.49   (f) ADJ UNCH    2 0
 PU0101
 PU0101.Superseded values are not recommended for survey control.
 PU0101
 PU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0101.See file dsdata.pdf to determine how the superseded data were derived.
 PU0101
 PU0101_MARKER: DR = REFERENCE MARK DISK
 PU0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0101_STAMPING: JORDAN NO 1 1962
 PU0101_MARK LOGO: CGS
 PU0101_PROJECTION: FLUSH
 PU0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0101+STABILITY: SURFACE MOTION
 PU0101
 PU0101  HISTORY     - Date     Condition        Report By
 PU0101  HISTORY     - 1962     MONUMENTED       CGS
 PU0101  HISTORY     - 1963     GOOD             CGS
 PU0101
 PU0101                          STATION DESCRIPTION
 PU0101
 PU0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0101'16.8 MI SE FROM OPAL.
 PU0101'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0101'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0101'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.8
 PU0101'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 15, T 10 N, R 15 E,
 PU0101'30 FEET EAST OF THE CENTER LINE OF THE ROAD ALSO IN LINE WITH
 PU0101'A FENCE, 76.2 FEET NORTHEAST OF AND ACROSS THE ROAD FROM JORDAN
 PU0101'1962, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PU0101'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0103 ***********************************************************************
 PU0103  DESIGNATION -  JORDAN RM 2
 PU0103  PID         -  PU0103
 PU0103  STATE/COUNTY-  SD/MEADE
 PU0103  COUNTRY     -  US
 PU0103  USGS QUAD   -  OPAL EAST SE (2017)
 PU0103
 PU0103                         *CURRENT SURVEY CONTROL
 PU0103  ______________________________________________________________________
 PU0103* NAD 83(1986) POSITION- 44 49 52.     (N) 102 16 07.     (W)   SCALED
 PU0103* NAVD 88 ORTHO HEIGHT -   781.660 (meters)     2564.50  (feet) ADJUSTED
 PU0103  ______________________________________________________________________
 PU0103  GEOID HEIGHT    -        -19.079 (meters)                     GEOID18
 PU0103  DYNAMIC HEIGHT  -        781.489 (meters)     2563.94  (feet) COMP
 PU0103  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 PU0103
 PU0103  VERT ORDER      -  SECOND    CLASS 0
 PU0103
 PU0103.The horizontal coordinates were scaled from a map and have
 PU0103.an estimated accuracy of +/- 6 seconds.
 PU0103
 PU0103.The orthometric height was determined by differential leveling and
 PU0103.adjusted by the NATIONAL GEODETIC SURVEY
 PU0103.in June 1991.
 PU0103
 PU0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0103.GEOID18 height accuracy estimate available here.
 PU0103
 PU0103.Click photographs - Photos may exist for this station.
 PU0103
 PU0103.The dynamic height is computed by dividing the NAVD 88
 PU0103.geopotential number by the normal gravity value computed on the
 PU0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0103.degrees latitude (g = 980.6199 gals.).
 PU0103
 PU0103.The modeled gravity was interpolated from observed gravity values.
 PU0103
 PU0103;                    North         East    Units  Estimated Accuracy
 PU0103;SPC SD N     -   113,390.      420,640.      MT  (+/- 180 meters Scaled)
 PU0103
 PU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK159678(NAD 83)
 PU0103
 PU0103                          SUPERSEDED SURVEY CONTROL
 PU0103
 PU0103  NGVD 29 (??/??/92)  781.201  (m)         2562.99   (f) ADJ UNCH    2 0
 PU0103
 PU0103.Superseded values are not recommended for survey control.
 PU0103
 PU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0103.See file dsdata.pdf to determine how the superseded data were derived.
 PU0103
 PU0103_MARKER: DR = REFERENCE MARK DISK
 PU0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0103_STAMPING: JORDAN NO 2 1962
 PU0103_MARK LOGO: CGS
 PU0103_PROJECTION: FLUSH
 PU0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0103+STABILITY: SURFACE MOTION
 PU0103
 PU0103  HISTORY     - Date     Condition        Report By
 PU0103  HISTORY     - 1962     MONUMENTED       CGS
 PU0103  HISTORY     - 1963     GOOD             CGS
 PU0103
 PU0103                          STATION DESCRIPTION
 PU0103
 PU0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0103'16.8 MI SE FROM OPAL.
 PU0103'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0103'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0103'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.8
 PU0103'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 15, T 10 N, R 15 E,
 PU0103'40 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A
 PU0103'FENCE, 47.8 FEET SOUTH OF JORDAN 1962, AND SET IN THE TOP OF A
 PU0103'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1218 ***********************************************************************
 PU1218  DESIGNATION -  JUG
 PU1218  PID         -  PU1218
 PU1218  STATE/COUNTY-  SD/BUTTE
 PU1218  COUNTRY     -  US
 PU1218  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1218
 PU1218                         *CURRENT SURVEY CONTROL
 PU1218  ______________________________________________________________________
 PU1218* NAD 83(1996) POSITION- 44 42 45.27974(N) 103 14 37.48634(W)   ADJUSTED
 PU1218* NAVD 88 ORTHO HEIGHT -   911.116 (meters)     2989.22  (feet) ADJUSTED
 PU1218  ______________________________________________________________________
 PU1218  GEOID HEIGHT    -        -16.755 (meters)                     GEOID18
 PU1218  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 PU1218  DYNAMIC HEIGHT  -        910.883 (meters)     2988.46  (feet) COMP
 PU1218  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 PU1218
 PU1218  HORZ ORDER      -  THIRD
 PU1218  VERT ORDER      -  SECOND    CLASS 0
 PU1218
 PU1218.The horizontal coordinates were established by classical geodetic methods
 PU1218.and adjusted by the National Geodetic Survey in January 1998.
 PU1218
 PU1218.The orthometric height was determined by differential leveling and
 PU1218.adjusted by the NATIONAL GEODETIC SURVEY
 PU1218.in June 1991.
 PU1218
 PU1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1218.GEOID18 height accuracy estimate available here.
 PU1218
 PU1218.Click photographs - Photos may exist for this station.
 PU1218
 PU1218.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1218
 PU1218.The dynamic height is computed by dividing the NAVD 88
 PU1218.geopotential number by the normal gravity value computed on the
 PU1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1218.degrees latitude (g = 980.6199 gals.).
 PU1218
 PU1218.The modeled gravity was interpolated from observed gravity values.
 PU1218
 PU1218. The following values were computed from the NAD 83(1996) position.
 PU1218
 PU1218;                    North         East     Units Scale Factor Converg.
 PU1218;SPC SD N     -   102,851.944   343,045.378   MT  0.99995648   -2 17 44.6
 PU1218;SPC SD N     -   337,440.09  1,125,474.71   sFT  0.99995648   -2 17 44.6
 PU1218;UTM  13      - 4,952,522.463   639,110.205   MT  0.99983797   +1 14 08.9
 PU1218
 PU1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1218!SPC SD N     -   0.99985979  x   0.99995648  =   0.99981628
 PU1218!UTM  13      -   0.99985979  x   0.99983797  =   0.99969778
 PU1218
 PU1218:                Primary Azimuth Mark                     Grid Az
 PU1218:SPC SD N     -  M 121                                    276 46 59.6
 PU1218:UTM  13      -  M 121                                    273 15 06.1
 PU1218
 PU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3911052522(NAD 83)
 PU1218
 PU1218|---------------------------------------------------------------------|
 PU1218| PID    Reference Object                     Distance      Geod. Az  |
 PU1218|                                                           dddmmss.s |
 PU1218| PU1219 JUG RM 1                             10.669 METERS 08656     |
 PU1218| PU1216 M 121                                              2742915.0 |
 PU1218| PU1217 JUG RM 2                              9.480 METERS 34126     |
 PU1218|---------------------------------------------------------------------|
 PU1218
 PU1218                          SUPERSEDED SURVEY CONTROL
 PU1218
 PU1218  NAD 83(1993)-  44 42 45.27297(N)    103 14 37.48584(W) AD(       ) 3
 PU1218  NAD 83(1986)-  44 42 45.26948(N)    103 14 37.48225(W) AD(       ) 3
 PU1218  NAD 27      -  44 42 45.31840(N)    103 14 35.83010(W) AD(       ) 3
 PU1218  NGVD 29 (??/??/92)  910.628  (m)         2987.62   (f) ADJ UNCH    2 0
 PU1218  NGVD 29             910.63   (m)         2987.6    (f) LEVELING    3  
 PU1218
 PU1218.Superseded values are not recommended for survey control.
 PU1218
 PU1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1218.See file dsdata.pdf to determine how the superseded data were derived.
 PU1218
 PU1218_MARKER: DS = TRIANGULATION STATION DISK
 PU1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1218_STAMPING: JUG 1950
 PU1218_MARK LOGO: CGS
 PU1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1218+STABILITY: SURFACE MOTION
 PU1218
 PU1218  HISTORY     - Date     Condition        Report By
 PU1218  HISTORY     - 1950     MONUMENTED       CGS
 PU1218  HISTORY     - 1963     GOOD             CGS
 PU1218
 PU1218                          STATION DESCRIPTION
 PU1218
 PU1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1218'THE STATION IS LOCATED ABOUT 9 MILES EAST OF NEWELL, 73 FEET
 PU1218'NORTH OF THE CENTER OF U.S. HIGHWAY NO. 212, 94 FEET WEST
 PU1218'OF THE CENTER OF A TRACK ROAD, AND 7 FEET NORTH OF A WITNESS
 PU1218'POST.
 PU1218'
 PU1218'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 PU1218'212 AND STATE HIGHWAY NO. 79 AT THE NORTH EDGE OF NEWELL, GO
 PU1218'EAST ON U.S. HIGHWAY NO. 212 FOR 8.35 MILES TO THE AZIMUTH
 PU1218'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON U.S. HIGHWAY
 PU1218'NO. 212 FOR 0.9 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PU1218'
 PU1218'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU1218'JUG 1950.
 PU1218'
 PU1218'REFERENCE MARK NO. 1 IS 72 FEET NORTH OF THE CENTER OF THE
 PU1218'HIGHWAY, AND 62 FEET WEST OF THE CENTER OF A TRCK ROAD.  IT
 PU1218'PROJECTS 6 INCHES AND THE DISK IS STAMPED JUG NO 1 1950.
 PU1218'
 PU1218'REFERENCE MARK NO. 2 IS 103 FEET NORTH OF THE CENTER OF THE
 PU1218'HIGHWAY, AND 88 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 PU1218'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED JUG NO 2 1950.
 PU1218'
 PU1218'BENCH MARK M 121 IS 41 FEET NORTH OF A FENCE, 56 FEET SOUTH
 PU1218'OF THE CENTER OF THE HIGHWAY, AND 1 FOOT SOUTH OF A WITNESS
 PU1218'POST.  THE MARK IS A STANDARD UNITED STATES COAST AND GEODETIC
 PU1218'SURVEY BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE
 PU1218'CONCRETE POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED
 PU1218'M 121 1934.
 PU1218'
 PU1218'ALL THE MARKS WITH THE EXCEPTION OF THE BENCH MARK ARE STANDARD
 PU1218'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU1218
 PU1218                          STATION RECOVERY (1963)
 PU1218
 PU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1218'9.4 MI E FROM NEWELL.
 PU1218'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1218'AT NEWELL, THENCE 8.2 MILES EAST ALONG A GRAVELED ROAD, IN THE
 PU1218'SOUTHEAST CORNER OF A LARGE FIELD, 133 FEET NORTHWEST OF THE
 PU1218'CENTER OF THE JUNCTION OF A GRADED DIRT ROAD LEADING SOUTHEAST,
 PU1218'76 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 88
 PU1218'FEET WEST OF A T-FENCE CORNER, 10 FEET NORTH OF A FENCE, 10.0
 PU1218'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 PU1218'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1218'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1219 ***********************************************************************
 PU1219  DESIGNATION -  JUG RM 1
 PU1219  PID         -  PU1219
 PU1219  STATE/COUNTY-  SD/BUTTE
 PU1219  COUNTRY     -  US
 PU1219  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1219
 PU1219                         *CURRENT SURVEY CONTROL
 PU1219  ______________________________________________________________________
 PU1219* NAD 83(1986) POSITION- 44 42 45.30   (N) 103 14 37.00   (W)   HD_HELD1
 PU1219* NAVD 88 ORTHO HEIGHT -   911.134 (meters)     2989.28  (feet) ADJUSTED
 PU1219  ______________________________________________________________________
 PU1219  GEOID HEIGHT    -        -16.755 (meters)                     GEOID18
 PU1219  DYNAMIC HEIGHT  -        910.901 (meters)     2988.51  (feet) COMP
 PU1219  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 PU1219
 PU1219  VERT ORDER      -  SECOND    CLASS 0
 PU1219
 PU1219.The horizontal coordinates were determined by differentially corrected
 PU1219.hand held GPS observations or other comparable positioning techniques
 PU1219.and have an estimated accuracy of +/- 3 meters.
 PU1219
 PU1219.The orthometric height was determined by differential leveling and
 PU1219.adjusted by the NATIONAL GEODETIC SURVEY
 PU1219.in June 1991.
 PU1219
 PU1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1219.GEOID18 height accuracy estimate available here.
 PU1219
 PU1219.Click photographs - Photos may exist for this station.
 PU1219
 PU1219.The dynamic height is computed by dividing the NAVD 88
 PU1219.geopotential number by the normal gravity value computed on the
 PU1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1219.degrees latitude (g = 980.6199 gals.).
 PU1219
 PU1219.The modeled gravity was interpolated from observed gravity values.
 PU1219
 PU1219;                    North         East    Units  Estimated Accuracy
 PU1219;SPC SD N     -   102,852.1     343,056.1     MT  (+/- 3 meters HH1 GPS) 
 PU1219
 PU1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3912052523(NAD 83)
 PU1219
 PU1219                          SUPERSEDED SURVEY CONTROL
 PU1219
 PU1219  NGVD 29 (??/??/92)  910.647  (m)         2987.68   (f) ADJ UNCH    2 0
 PU1219
 PU1219.Superseded values are not recommended for survey control.
 PU1219
 PU1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1219.See file dsdata.pdf to determine how the superseded data were derived.
 PU1219
 PU1219_MARKER: DR = REFERENCE MARK DISK
 PU1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1219_STAMPING: JUG NO 1 1950
 PU1219_MARK LOGO: CGS
 PU1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1219+STABILITY: SURFACE MOTION
 PU1219
 PU1219  HISTORY     - Date     Condition        Report By
 PU1219  HISTORY     - 1950     MONUMENTED       CGS
 PU1219  HISTORY     - 1963     GOOD             CGS
 PU1219
 PU1219                          STATION DESCRIPTION
 PU1219
 PU1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1219'9.4 MI E FROM NEWELL.
 PU1219'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1219'AT NEWELL, THENCE 8.2 MILES EAST ALONG A GRAVELED ROAD, IN THE
 PU1219'NORTHEAST CORNER OF AN OPEN FIELD, 104 FEET NORTHWEST OF THE
 PU1219'CENTER OF THE JUNCTION OF A GRADED DIRT ROAD LEADING SOUTHEAST,
 PU1219'75 FEET NORTH OF THE CENTERLINE OF THE ROAD, 54 FEET NORTHWEST
 PU1219'OF A T-FENCE CORNER, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 PU1219'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1217 ***********************************************************************
 PU1217  DESIGNATION -  JUG RM 2
 PU1217  PID         -  PU1217
 PU1217  STATE/COUNTY-  SD/BUTTE
 PU1217  COUNTRY     -  US
 PU1217  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1217
 PU1217                         *CURRENT SURVEY CONTROL
 PU1217  ______________________________________________________________________
 PU1217* NAD 83(1986) POSITION- 44 42 45.57   (N) 103 14 37.62   (W)   HD_HELD1
 PU1217* NAVD 88 ORTHO HEIGHT -   911.208 (meters)     2989.52  (feet) ADJUSTED
 PU1217  ______________________________________________________________________
 PU1217  GEOID HEIGHT    -        -16.754 (meters)                     GEOID18
 PU1217  DYNAMIC HEIGHT  -        910.976 (meters)     2988.76  (feet) COMP
 PU1217  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 PU1217
 PU1217  VERT ORDER      -  SECOND    CLASS 0
 PU1217
 PU1217.The horizontal coordinates were determined by differentially corrected
 PU1217.hand held GPS observations or other comparable positioning techniques
 PU1217.and have an estimated accuracy of +/- 3 meters.
 PU1217
 PU1217.The orthometric height was determined by differential leveling and
 PU1217.adjusted by the NATIONAL GEODETIC SURVEY
 PU1217.in June 1991.
 PU1217
 PU1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1217.GEOID18 height accuracy estimate available here.
 PU1217
 PU1217.Click photographs - Photos may exist for this station.
 PU1217
 PU1217.The dynamic height is computed by dividing the NAVD 88
 PU1217.geopotential number by the normal gravity value computed on the
 PU1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1217.degrees latitude (g = 980.6199 gals.).
 PU1217
 PU1217.The modeled gravity was interpolated from observed gravity values.
 PU1217
 PU1217;                    North         East    Units  Estimated Accuracy
 PU1217;SPC SD N     -   102,861.0     343,042.8     MT  (+/- 3 meters HH1 GPS) 
 PU1217
 PU1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3910752531(NAD 83)
 PU1217
 PU1217                          SUPERSEDED SURVEY CONTROL
 PU1217
 PU1217  NGVD 29 (??/??/92)  910.721  (m)         2987.92   (f) ADJ UNCH    2 0
 PU1217
 PU1217.Superseded values are not recommended for survey control.
 PU1217
 PU1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1217.See file dsdata.pdf to determine how the superseded data were derived.
 PU1217
 PU1217_MARKER: DR = REFERENCE MARK DISK
 PU1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1217_STAMPING: JUG NO 2 1950
 PU1217_MARK LOGO: CGS
 PU1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1217+STABILITY: SURFACE MOTION
 PU1217
 PU1217  HISTORY     - Date     Condition        Report By
 PU1217  HISTORY     - 1950     MONUMENTED       CGS
 PU1217  HISTORY     - 1963     GOOD             CGS
 PU1217
 PU1217                          STATION DESCRIPTION
 PU1217
 PU1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1217'9.4 MI E FROM NEWELL.
 PU1217'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1217'SCHOOL AT NEWELL, THENCE 8.2 MILES EAST ALONG A GRAVELED ROAD,
 PU1217'IN THE NORTHEAST CORNER OF A LARGE FIELD, 157 FEET NORTHWEST OF
 PU1217'THE CENTER OF THE JUNCTION OF A GRADED DIRT ROAD LEADING
 PU1217'SOUTHEAST, 106.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 105.0
 PU1217'FEET NORTHWEST OF A T-FENCE CORNER, 31.1 FEET NORTHWEST OF THE
 PU1217'STATION MARK, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 PU1217'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0175 ***********************************************************************
 PU0175  DESIGNATION -  JUMP
 PU0175  PID         -  PU0175
 PU0175  STATE/COUNTY-  SD/MEADE
 PU0175  COUNTRY     -  US
 PU0175  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0175
 PU0175                         *CURRENT SURVEY CONTROL
 PU0175  ______________________________________________________________________
 PU0175* NAD 83(1996) POSITION- 44 37 32.72788(N) 102 12 50.96123(W)   ADJUSTED
 PU0175* NAVD 88 ORTHO HEIGHT -   792.871 (meters)     2601.28  (feet) ADJUSTED
 PU0175  ______________________________________________________________________
 PU0175  GEOID HEIGHT    -        -19.343 (meters)                     GEOID18
 PU0175  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 PU0175  DYNAMIC HEIGHT  -        792.685 (meters)     2600.67  (feet) COMP
 PU0175  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 PU0175
 PU0175  HORZ ORDER      -  THIRD
 PU0175  VERT ORDER      -  SECOND    CLASS 0
 PU0175
 PU0175.The horizontal coordinates were established by classical geodetic methods
 PU0175.and adjusted by the National Geodetic Survey in January 1998.
 PU0175
 PU0175.The orthometric height was determined by differential leveling and
 PU0175.adjusted by the NATIONAL GEODETIC SURVEY
 PU0175.in June 1991.
 PU0175
 PU0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0175.GEOID18 height accuracy estimate available here.
 PU0175
 PU0175.Click photographs - Photos may exist for this station.
 PU0175
 PU0175.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0175
 PU0175.The dynamic height is computed by dividing the NAVD 88
 PU0175.geopotential number by the normal gravity value computed on the
 PU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0175.degrees latitude (g = 980.6199 gals.).
 PU0175
 PU0175.The modeled gravity was interpolated from observed gravity values.
 PU0175
 PU0175. The following values were computed from the NAD 83(1996) position.
 PU0175
 PU0175;                    North         East     Units Scale Factor Converg.
 PU0175;SPC SD N     -    90,458.549   424,315.881   MT  0.99996652   -1 34 01.4
 PU0175;SPC SD N     -   296,779.42  1,392,109.69   sFT  0.99996652   -1 34 01.4
 PU0175;UTM  13      - 4,945,153.795   720,993.004   MT  1.00020062   +1 57 28.0
 PU0175
 PU0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0175!SPC SD N     -   0.99987873  x   0.99996652  =   0.99984525
 PU0175!UTM  13      -   0.99987873  x   1.00020062  =   1.00007933
 PU0175
 PU0175:                Primary Azimuth Mark                     Grid Az
 PU0175:SPC SD N     -  JUMP AZ MK                               129 00 24.0
 PU0175:UTM  13      -  JUMP AZ MK                               125 28 54.6
 PU0175
 PU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2099345153(NAD 83)
 PU0175
 PU0175|---------------------------------------------------------------------|
 PU0175| PID    Reference Object                     Distance      Geod. Az  |
 PU0175|                                                           dddmmss.s |
 PU0175| PU0174 JUMP RM 1                            16.274 METERS 09131     |
 PU0175| PU0173 JUMP AZ MK                                         1272622.6 |
 PU0175| PU0176 JUMP RM 2                            26.403 METERS 19251     |
 PU0175|---------------------------------------------------------------------|
 PU0175
 PU0175                          SUPERSEDED SURVEY CONTROL
 PU0175
 PU0175  NAD 83(1986)-  44 37 32.71971(N)    102 12 50.96164(W) AD(       ) 3
 PU0175  NGVD 29 (??/??/92)  792.412  (m)         2599.77   (f) ADJ UNCH    2 0
 PU0175  NGVD 29             792.41   (m)         2599.8    (f) LEVELING    3  
 PU0175
 PU0175.Superseded values are not recommended for survey control.
 PU0175
 PU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0175.See file dsdata.pdf to determine how the superseded data were derived.
 PU0175
 PU0175_MARKER: DS = TRIANGULATION STATION DISK
 PU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0175_STAMPING: JUMP 1962
 PU0175_MARK LOGO: CGS
 PU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0175+STABILITY: SURFACE MOTION
 PU0175
 PU0175  HISTORY     - Date     Condition        Report By
 PU0175  HISTORY     - 1962     MONUMENTED       CGS
 PU0175  HISTORY     - 1963     GOOD             CGS
 PU0175  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU0175
 PU0175                          STATION DESCRIPTION
 PU0175
 PU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0175'STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF MARCUS, 3.0 MILES
 PU0175'NORTHWEST OF PLAINVIEW AND 1.5 MILES NORTH OF STATE HIGHWAY 34.
 PU0175'IN THE NORTH CENTRAL SECTION 29, T 8 N, R 16 E.  IT IS 49 FEET
 PU0175'NORTH OF A EAST-WEST GRAVELED ROAD, 6 FEET EAST OF A POWERLINE POLE
 PU0175'AND 4 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 PU0175'STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU0175'CONCRETE MONUMENT.  IT IS STAMPED--JUMP 1962 AND PROJECTS
 PU0175'6 INCHES ABOVE THE GROUND SURFACE.
 PU0175'
 PU0175'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN PLAINVIEW,
 PU0175'GO WEST ON STATE HIGHWAY 34 FOR 2.25 MILES TO A SIDE ROAD RIGHT
 PU0175'(ABOUT 0.05 MILE WEST OF A CONCRETE BRIDGE) TURN RIGHT AND GO NORTH
 PU0175'ON A GRAVELED ROAD FOR 0.7 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 PU0175'CONTINUE NORTH AND WEST FOR 0.65 MILES TO THE STATION ON THE
 PU0175'RIGHT AS DESCRIBED.
 PU0175'
 PU0175'REFERENCE MARK 1 IS 49 FEET NORTH OF A GRAVELED ROAD AND IT IS ON
 PU0175'THE ROAD RIGHT-OF-WAY.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF
 PU0175'A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS STAMPED--JUMP NO 1
 PU0175'1962 AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE AND IT IS THE
 PU0175'SAME ELEVATION AS THE STATION.
 PU0175'
 PU0175'REFERENCE MARK 2 IS 36 FEET SOUTH OF A GRAVELED ROAD AND 1.0 FOOT
 PU0175'NORTH OF A EAST-WEST FENCELINE.  IT IS A STANDARD DISK CEMENTED IN
 PU0175'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS
 PU0175'STAMPED--JUMP NO 2 1962 AND PROJECTS 6 INCHES ABOVE THE GROUND
 PU0175'SURFACE AND IT IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 PU0175'
 PU0175'AZIMUTH MARK IS 35 FEET EAST OF A GRAVELED ROAD, 29 FEET NORTH OF A
 PU0175'DRIVEWAY TO A FARMHOUSE, 2.7 FEET SOUTH OF A METAL WITNESS POST
 PU0175'AND SIGN AND 1.2 FEET WEST OF A RIGHT-OF-WAY FENCE LINE.  IT IS A
 PU0175'STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU0175'CONCRETE MONUMENT.  IT IS STAMPED--JUMP 1962 AND PROJECTS 6 INCHES
 PU0175'ABOVE THE GROUND SURFACE.
 PU0175
 PU0175                          STATION RECOVERY (1963)
 PU0175
 PU0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0175'4.2 MI NW FROM PLAINVIEW.
 PU0175'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0175'AND POST OFFICE AT PLAINVIEW, TO A NARROW CONCRETE BRIDGE AND
 PU0175'BENCH MARK Y 411, THENCE 1.95 MILES NORTHWEST ALONG A GRAVELED
 PU0175'ROAD, 0.4 MILE WEST OF A CURVE IN THE ROAD TO THE WEST, 0.5 MILE
 PU0175'EAST OF A CURVE TO THE NORTH AND A PRIVATE ROAD LEADING SOUTH
 PU0175'TO A RANCH, ON THE CREST OF A HILL, 49 FEET NORTH OF THE CENTER
 PU0175'LINE OF THE ROAD, 53.3 FEET WEST OF JUMP R.M. 1, 86.6 FEET
 PU0175'NORTH-NORTHEAST OF AND ACROSS THE ROAD FROM JUMP R.M. 2, 6 FEET
 PU0175'EAST OF A POWER POLE, 4.0 FEET EAST OF A METAL WITNESS POST,
 PU0175'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0175'POST AND PROJECTING 5 INCHES.
 PU0175
 PU0175                          STATION RECOVERY (1995)
 PU0175
 PU0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0175'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0173 ***********************************************************************
 PU0173  DESIGNATION -  JUMP AZ MK
 PU0173  PID         -  PU0173
 PU0173  STATE/COUNTY-  SD/MEADE
 PU0173  COUNTRY     -  US
 PU0173  USGS QUAD   -  PLAINVIEW (2017)
 PU0173
 PU0173                         *CURRENT SURVEY CONTROL
 PU0173  ______________________________________________________________________
 PU0173* NAD 83(1986) POSITION- 44 37 17.     (N) 102 12 24.     (W)   SCALED
 PU0173* NAVD 88 ORTHO HEIGHT -   781.729 (meters)     2564.72  (feet) ADJUSTED
 PU0173  ______________________________________________________________________
 PU0173  GEOID HEIGHT    -        -19.365 (meters)                     GEOID18
 PU0173  DYNAMIC HEIGHT  -        781.545 (meters)     2564.12  (feet) COMP
 PU0173  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 PU0173
 PU0173  VERT ORDER      -  SECOND    CLASS 0
 PU0173
 PU0173.The horizontal coordinates were scaled from a map and have
 PU0173.an estimated accuracy of +/- 6 seconds.
 PU0173
 PU0173.The orthometric height was determined by differential leveling and
 PU0173.adjusted by the NATIONAL GEODETIC SURVEY
 PU0173.in June 1991.
 PU0173
 PU0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0173.GEOID18 height accuracy estimate available here.
 PU0173
 PU0173.Click photographs - Photos may exist for this station.
 PU0173
 PU0173.The dynamic height is computed by dividing the NAVD 88
 PU0173.geopotential number by the normal gravity value computed on the
 PU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0173.degrees latitude (g = 980.6199 gals.).
 PU0173
 PU0173.The modeled gravity was interpolated from observed gravity values.
 PU0173
 PU0173;                    North         East    Units  Estimated Accuracy
 PU0173;SPC SD N     -    89,960.      424,900.      MT  (+/- 180 meters Scaled)
 PU0173
 PU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK216446(NAD 83)
 PU0173
 PU0173                          SUPERSEDED SURVEY CONTROL
 PU0173
 PU0173  NGVD 29 (??/??/92)  781.271  (m)         2563.22   (f) ADJ UNCH    2 0
 PU0173
 PU0173.Superseded values are not recommended for survey control.
 PU0173
 PU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0173.See file dsdata.pdf to determine how the superseded data were derived.
 PU0173
 PU0173_MARKER: DZ = AZIMUTH MARK DISK
 PU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0173_STAMPING: JUMP 1962
 PU0173_MARK LOGO: CGS
 PU0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0173+STABILITY: SURFACE MOTION
 PU0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0173+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0173
 PU0173  HISTORY     - Date     Condition        Report By
 PU0173  HISTORY     - 1962     MONUMENTED       CGS
 PU0173  HISTORY     - 1963     GOOD             CGS
 PU0173  HISTORY     - 19950605 GOOD             NGS
 PU0173
 PU0173                          STATION DESCRIPTION
 PU0173
 PU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0173'3.6 MI NW FROM PLAINVIEW.
 PU0173'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0173'AND POST OFFICE AT PLAINVIEW TO A NARROW CONCRETE BRIDGE AND
 PU0173'BENCH MARK Y 411, THENCE 1.35 MILES NORTH ALONG A GRAVELED
 PU0173'ROAD, 60 FEET NORTHEAST OF THE CENTER OF THE JUNCTION WITH A
 PU0173'PRIVATE ROAD LEADING TO A RANCH, 29 FEET NORTH OF THE CENTER
 PU0173'LINE OF THE DRIVEWAY, 35 FEET EAST OF THE CENTER LINE OF THE
 PU0173'GRAVELED ROAD, 1 1/2 FEET WEST OF A FENCE, 2.7 FEET SOUTH-SOUTHWEST
 PU0173'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PU0173'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU0173
 PU0173                          STATION RECOVERY (1995)
 PU0173
 PU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0173'12.7 KM (7.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU0173'STATE HIGHWAY 73 IN HOWES, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG
 PU0173'COUNTY ROAD 39 S, 10.2 M (33.5 FT) EAST OF THE ROAD CENTER, 7.6 M
 PU0173'(24.9 FT) NORTH OF THE CENTER OF A DRIVEWAY, 1.3 M (4.3 FT) SOUTHEAST
 PU0173'OF THE SOUTH END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE
 PU0173'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PU0173'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0174 ***********************************************************************
 PU0174  DESIGNATION -  JUMP RM 1
 PU0174  PID         -  PU0174
 PU0174  STATE/COUNTY-  SD/MEADE
 PU0174  COUNTRY     -  US
 PU0174  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0174
 PU0174                         *CURRENT SURVEY CONTROL
 PU0174  ______________________________________________________________________
 PU0174* NAD 83(1986) POSITION- 44 37 32.71   (N) 102 12 50.22   (W)   HD_HELD1
 PU0174* NAVD 88 ORTHO HEIGHT -   792.444 (meters)     2599.88  (feet) ADJUSTED
 PU0174  ______________________________________________________________________
 PU0174  GEOID HEIGHT    -        -19.344 (meters)                     GEOID18
 PU0174  DYNAMIC HEIGHT  -        792.257 (meters)     2599.26  (feet) COMP
 PU0174  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 PU0174
 PU0174  VERT ORDER      -  SECOND    CLASS 0
 PU0174
 PU0174.The horizontal coordinates were determined by differentially corrected
 PU0174.hand held GPS observations or other comparable positioning techniques
 PU0174.and have an estimated accuracy of +/- 3 meters.
 PU0174
 PU0174.The orthometric height was determined by differential leveling and
 PU0174.adjusted by the NATIONAL GEODETIC SURVEY
 PU0174.in June 1991.
 PU0174
 PU0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0174.GEOID18 height accuracy estimate available here.
 PU0174
 PU0174.Click photographs - Photos may exist for this station.
 PU0174
 PU0174.The dynamic height is computed by dividing the NAVD 88
 PU0174.geopotential number by the normal gravity value computed on the
 PU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0174.degrees latitude (g = 980.6199 gals.).
 PU0174
 PU0174.The modeled gravity was interpolated from observed gravity values.
 PU0174
 PU0174;                    North         East    Units  Estimated Accuracy
 PU0174;SPC SD N     -    90,457.6     424,332.2     MT  (+/- 3 meters HH1 GPS) 
 PU0174
 PU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2100945153(NAD 83)
 PU0174
 PU0174                          SUPERSEDED SURVEY CONTROL
 PU0174
 PU0174  NGVD 29 (??/??/92)  791.985  (m)         2598.37   (f) ADJ UNCH    2 0
 PU0174
 PU0174.Superseded values are not recommended for survey control.
 PU0174
 PU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0174.See file dsdata.pdf to determine how the superseded data were derived.
 PU0174
 PU0174_MARKER: DR = REFERENCE MARK DISK
 PU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0174_STAMPING: JUMP NO 1 1962
 PU0174_MARK LOGO: CGS
 PU0174_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0174+STABILITY: SURFACE MOTION
 PU0174
 PU0174  HISTORY     - Date     Condition        Report By
 PU0174  HISTORY     - 1962     MONUMENTED       CGS
 PU0174  HISTORY     - 1963     GOOD             CGS
 PU0174  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU0174
 PU0174                          STATION DESCRIPTION
 PU0174
 PU0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0174'4.2 MI NW FROM PLAINVIEW.
 PU0174'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0174'AND POST OFFICE AT PLAINVIEW, TO A NARROW CONCRETE BRIDGE
 PU0174'AND BENCH MARK Y 411, THENCE 1.95 MILES NORTHWEST ALONG A
 PU0174'GRAVELED ROAD, 0.4 MILES WEST OF A CURVE IN THE ROAD TO THE
 PU0174'WEST, 0.5 MILE EAST OF A CURVE TO THE NORTH AND A PRIVATE ROAD
 PU0174'LEADING SOUTH TO A RANCH, ON THE CREST OF A HILL, 49 FEET NORTH
 PU0174'OF THE CENTER LINE OF THE ROAD, 53.3 FEET EAST OF JUMP 1962,
 PU0174'59.3 FEET EAST OF A POWER POLE, ABOUT 1 FOOT BELOW THE LEVEL
 PU0174'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0174'5 INCHES.
 PU0174
 PU0174                          STATION RECOVERY (1995)
 PU0174
 PU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0174'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0176 ***********************************************************************
 PU0176  DESIGNATION -  JUMP RM 2
 PU0176  PID         -  PU0176
 PU0176  STATE/COUNTY-  SD/MEADE
 PU0176  COUNTRY     -  US
 PU0176  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0176
 PU0176                         *CURRENT SURVEY CONTROL
 PU0176  ______________________________________________________________________
 PU0176* NAD 83(1986) POSITION- 44 37 31.89   (N) 102 12 51.23   (W)   HD_HELD1
 PU0176* NAVD 88 ORTHO HEIGHT -   792.334 (meters)     2599.52  (feet) ADJUSTED
 PU0176  ______________________________________________________________________
 PU0176  GEOID HEIGHT    -        -19.343 (meters)                     GEOID18
 PU0176  DYNAMIC HEIGHT  -        792.147 (meters)     2598.90  (feet) COMP
 PU0176  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 PU0176
 PU0176  VERT ORDER      -  SECOND    CLASS 0
 PU0176
 PU0176.The horizontal coordinates were determined by differentially corrected
 PU0176.hand held GPS observations or other comparable positioning techniques
 PU0176.and have an estimated accuracy of +/- 3 meters.
 PU0176
 PU0176.The orthometric height was determined by differential leveling and
 PU0176.adjusted by the NATIONAL GEODETIC SURVEY
 PU0176.in June 1991.
 PU0176
 PU0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0176.GEOID18 height accuracy estimate available here.
 PU0176
 PU0176.Click photographs - Photos may exist for this station.
 PU0176
 PU0176.The dynamic height is computed by dividing the NAVD 88
 PU0176.geopotential number by the normal gravity value computed on the
 PU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0176.degrees latitude (g = 980.6199 gals.).
 PU0176
 PU0176.The modeled gravity was interpolated from observed gravity values.
 PU0176
 PU0176;                    North         East    Units  Estimated Accuracy
 PU0176;SPC SD N     -    90,432.9     424,309.3     MT  (+/- 3 meters HH1 GPS) 
 PU0176
 PU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2098745127(NAD 83)
 PU0176
 PU0176                          SUPERSEDED SURVEY CONTROL
 PU0176
 PU0176  NGVD 29 (??/??/92)  791.875  (m)         2598.01   (f) ADJ UNCH    2 0
 PU0176
 PU0176.Superseded values are not recommended for survey control.
 PU0176
 PU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0176.See file dsdata.pdf to determine how the superseded data were derived.
 PU0176
 PU0176_MARKER: DR = REFERENCE MARK DISK
 PU0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0176_STAMPING: JUMP NO 2 1962
 PU0176_MARK LOGO: CGS
 PU0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0176+STABILITY: SURFACE MOTION
 PU0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0176+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 PU0176
 PU0176  HISTORY     - Date     Condition        Report By
 PU0176  HISTORY     - 1962     MONUMENTED       CGS
 PU0176  HISTORY     - 1963     GOOD             CGS
 PU0176  HISTORY     - 19950613 GOOD             NGS
 PU0176
 PU0176                          STATION DESCRIPTION
 PU0176
 PU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0176'4.2 MI NW FROM PLAINVIEW.
 PU0176'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE
 PU0176'AND POST OFFICE AT PLAINVIEW, TO A NARROW CONCRETE BRIDGE AND
 PU0176'BENCH MARK Y 411, THENCE 1.95 MILES NORTHWEST ALONG A GRAVELED
 PU0176'ROAD, 0.4 MILE WEST OF A CURVE IN THE ROAD TO THE WEST, 0.5
 PU0176'MILE EAST OF A CURVE TO THE NORTH AND A PRIVATE ROAD LEADING
 PU0176'SOUTH TO A RANCH, ON THE CREST OF A HILL, 86.6 FEET SOUTH-SOUTHWEST
 PU0176'OF AND ACROSS A GRAVELED ROAD FROM JUMP 1962, 36 FEET SOUTH
 PU0176'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 PU0176'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU0176'OF A CONCRETE POST PROJECTING 7 INCHES.
 PU0176
 PU0176                          STATION RECOVERY (1995)
 PU0176
 PU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0176'12.7 KM (7.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU0176'STATE HIGHWAY 73 IN HOWES, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG
 PU0176'COUNTY ROAD 39 S, 10.4 M (34.1 FT) SOUTH OF THE ROAD CENTER, 0.5 M
 PU0176'(1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A FENCE,
 PU0176'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0875 ***********************************************************************
 OQ0875  DESIGNATION -  JUNIUS
 OQ0875  PID         -  OQ0875
 OQ0875  STATE/COUNTY-  SD/LAKE
 OQ0875  COUNTRY     -  US
 OQ0875  USGS QUAD   -  WINFRED (2017)
 OQ0875
 OQ0875                         *CURRENT SURVEY CONTROL
 OQ0875  ______________________________________________________________________
 OQ0875* NAD 83(1996) POSITION- 43 58 42.32162(N) 097 15 12.03417(W)   ADJUSTED
 OQ0875* NAVD 88 ORTHO HEIGHT -   556.    (meters)     1824.    (feet) SCALED
 OQ0875  ______________________________________________________________________
 OQ0875  GEOID HEIGHT    -        -25.780 (meters)                     GEOID18
 OQ0875  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 OQ0875  HORZ ORDER      -  SECOND
 OQ0875
 OQ0875.The horizontal coordinates were established by classical geodetic methods
 OQ0875.and adjusted by the National Geodetic Survey in January 1998.
 OQ0875
 OQ0875.The orthometric height was scaled from a topographic map.
 OQ0875
 OQ0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0875.GEOID18 height accuracy estimate available here.
 OQ0875
 OQ0875.Click photographs - Photos may exist for this station.
 OQ0875
 OQ0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0875
 OQ0875. The following values were computed from the NAD 83(1996) position.
 OQ0875
 OQ0875;                    North         East     Units Scale Factor Converg.
 OQ0875;SPC SD S     -   187,338.854   847,049.048   MT  0.99992658   +2 07 29.1
 OQ0875;SPC SD S     -   614,627.56  2,779,026.75   sFT  0.99992658   +2 07 29.1
 OQ0875;UTM  14      - 4,870,959.252   640,088.236   MT  0.99984137   +1 12 47.0
 OQ0875
 OQ0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0875!SPC SD S     -   0.99991682  x   0.99992658  =   0.99984340
 OQ0875!UTM  14      -   0.99991682  x   0.99984137  =   0.99975820
 OQ0875
 OQ0875:                Primary Azimuth Mark                     Grid Az
 OQ0875:SPC SD S     -  JUNIUS AZ MK                             085 53 26.1
 OQ0875:UTM  14      -  JUNIUS AZ MK                             086 48 08.2
 OQ0875
 OQ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4008870959(NAD 83)
 OQ0875
 OQ0875|---------------------------------------------------------------------|
 OQ0875| PID    Reference Object                     Distance      Geod. Az  |
 OQ0875|                                                           dddmmss.s |
 OQ0875| CO3806 JUNIUS AZ MK                                       0880055.2 |
 OQ0875| CO3807 JUNIUS RM 1                          27.892 METERS 16210     |
 OQ0875| CO3808 JUNIUS RM 2                          42.227 METERS 31741     |
 OQ0875|---------------------------------------------------------------------|
 OQ0875
 OQ0875                          SUPERSEDED SURVEY CONTROL
 OQ0875
 OQ0875  NAD 83(1986)-  43 58 42.32603(N)    097 15 12.00757(W) AD(       ) 2
 OQ0875  NAD 27      -  43 58 42.41400(N)    097 15 10.78300(W) AD(       ) 2
 OQ0875
 OQ0875.Superseded values are not recommended for survey control.
 OQ0875
 OQ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0875.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0875
 OQ0875_MARKER: DS = TRIANGULATION STATION DISK
 OQ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0875_STAMPING: JUNIUS 1949
 OQ0875_MARK LOGO: CGS
 OQ0875_PROJECTION: FLUSH
 OQ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0875+STABILITY: SURFACE MOTION
 OQ0875
 OQ0875  HISTORY     - Date     Condition        Report By
 OQ0875  HISTORY     - 1949     MONUMENTED       CGS
 OQ0875  HISTORY     - 1971     GOOD             USGS
 OQ0875
 OQ0875                          STATION DESCRIPTION
 OQ0875
 OQ0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0875'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH AND 1/2 MILE WEST
 OQ0875'OF THE SMALL TOWN OF JUNIUS, ON LAND OWNED BY OLEANDER OLSON.
 OQ0875'IT IS 134 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A FARM
 OQ0875'HOUSE, 105 FEET SOUTH OF A FENCELINE AND 29 FEET WEST OF A
 OQ0875'FENCELINE.  THE MARK IS STAMPED JUNIUS 1949 AND IS SET FLUSH WITH THE
 OQ0875'GROUND.
 OQ0875'
 OQ0875'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCELINE.  THE MARK IS
 OQ0875'STAMPED JUNIUS NO 1 1949 AND PROJECTS ABOUT 2 INCHES.
 OQ0875'
 OQ0875'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTERLINE OF A
 OQ0875'ROAD, 14 FEET EAST OF THE CENTERLINE OF A FARM DRIVE.  THE MARK
 OQ0875'IS STAMPED JUNIUS NO 2 1949 AND PROJECTS ABOUT 2 INCHES.
 OQ0875'
 OQ0875'AZIMUTH MARK IS 56 FEET SOUTH OF A FENCE CORNER, 31 FEET EAST OF
 OQ0875'THE CENTERLINE OF A ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK
 OQ0875'IS STAMPED JUNIUS 1949 AND PROJECTS ABOUT 4 INCHES.
 OQ0875'
 OQ0875'TO REACH FROM THE RAILROAD DEPOT IN THE SMALL TOWN OF JUNIUS, GO
 OQ0875'SOUTH, WEST AND SOUTH ON MAIN GRAVEL ROAD FOR 1.95 MILES TO
 OQ0875'CROSSROADS, (TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH
 OQ0875'FOR 0.05 MILE TO MARK ON LEFT SIDE OF ROAD AS DESCRIBED), TURN
 OQ0875'RIGHT (WEST) FOR 0.3 MILE TO FARM HOME AND STATION ON LEFT AS
 OQ0875'DESCRIBED.
 OQ0875'
 OQ0875'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OQ0875
 OQ0875                          STATION RECOVERY (1971)
 OQ0875
 OQ0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OQ0875'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND AS DESCRIBED IN
 OQ0875'GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OQ0875'
 OQ0875'DISTANCE TO R. M. 1 MISSED -0.02 FEET.  DISTANCE TO R.M. 2
 OQ0875'MISSED BY PLUS OR MINUS 0.00 FEET.  UNABLE TO TURN ANGLE TO
 OQ0875'R.M. 1 AND R.M. 2 FROM TOWER BECAUSE OF TREES.  DIRECTION TO
 OQ0875'AZIMUTH MARK MISSED -23.81 IN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0829 ***********************************************************************
 PU0829  DESIGNATION -  JUSTIN
 PU0829  PID         -  PU0829
 PU0829  STATE/COUNTY-  SD/MEADE
 PU0829  COUNTRY     -  US
 PU0829  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0829
 PU0829                         *CURRENT SURVEY CONTROL
 PU0829  ______________________________________________________________________
 PU0829* NAD 83(1986) POSITION- 44 44 54.     (N) 102 56 55.     (W)   SCALED
 PU0829* NAVD 88 ORTHO HEIGHT -   867.179 (meters)     2845.07  (feet) ADJUSTED
 PU0829  ______________________________________________________________________
 PU0829  GEOID HEIGHT    -        -17.394 (meters)                     GEOID18
 PU0829  DYNAMIC HEIGHT  -        866.971 (meters)     2844.39  (feet) COMP
 PU0829  MODELED GRAVITY -    980,348.2   (mgal)                       NAVD 88
 PU0829
 PU0829  VERT ORDER      -  SECOND    CLASS 0
 PU0829
 PU0829.The horizontal coordinates were scaled from a map and have
 PU0829.an estimated accuracy of +/- 6 seconds.
 PU0829
 PU0829.The orthometric height was determined by differential leveling and
 PU0829.adjusted by the NATIONAL GEODETIC SURVEY
 PU0829.in June 1991.
 PU0829
 PU0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0829.GEOID18 height accuracy estimate available here.
 PU0829
 PU0829.Click photographs - Photos may exist for this station.
 PU0829
 PU0829.The dynamic height is computed by dividing the NAVD 88
 PU0829.geopotential number by the normal gravity value computed on the
 PU0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0829.degrees latitude (g = 980.6199 gals.).
 PU0829
 PU0829.The modeled gravity was interpolated from observed gravity values.
 PU0829
 PU0829;                    North         East    Units  Estimated Accuracy
 PU0829;SPC SD N     -   105,930.      366,560.      MT  (+/- 180 meters Scaled)
 PU0829
 PU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK623570(NAD 83)
 PU0829
 PU0829                          SUPERSEDED SURVEY CONTROL
 PU0829
 PU0829  NGVD 29 (??/??/92)  866.705  (m)         2843.51   (f) ADJ UNCH    2 0
 PU0829
 PU0829.Superseded values are not recommended for survey control.
 PU0829
 PU0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0829.See file dsdata.pdf to determine how the superseded data were derived.
 PU0829
 PU0829_MARKER: DS = TRIANGULATION STATION DISK
 PU0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0829_STAMPING: JUSTIN 1962
 PU0829_MARK LOGO: CGS
 PU0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0829+STABILITY: SURFACE MOTION
 PU0829
 PU0829  HISTORY     - Date     Condition        Report By
 PU0829  HISTORY     - 1962     MONUMENTED       CGS
 PU0829
 PU0829                          STATION DESCRIPTION
 PU0829
 PU0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0829'7.8 MI W FROM FAIRPOINT.
 PU0829'7.75 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0829'102 FEET SOUTH AND ACROSS THE ROAD FROM A FENCE CORNER, 48
 PU0829'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 48.0 FEET WEST
 PU0829'OF REFERENCE MARK NO. 1, 45.2 FEET NORTH OF REFERENCE MARK NO. 2,
 PU0829'8.0 FEET EAST-NORTHEAST OF A WITNESS POST, 3 FEET NORTH OF A
 PU0829'FENCE, ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE TOP OF A
 PU0829'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0831 ***********************************************************************
 PU0831  DESIGNATION -  JUSTIN RM 1
 PU0831  PID         -  PU0831
 PU0831  STATE/COUNTY-  SD/MEADE
 PU0831  COUNTRY     -  US
 PU0831  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0831
 PU0831                         *CURRENT SURVEY CONTROL
 PU0831  ______________________________________________________________________
 PU0831* NAD 83(1986) POSITION- 44 44 54.     (N) 102 56 55.     (W)   SCALED
 PU0831* NAVD 88 ORTHO HEIGHT -   867.159 (meters)     2845.00  (feet) ADJUSTED
 PU0831  ______________________________________________________________________
 PU0831  GEOID HEIGHT    -        -17.394 (meters)                     GEOID18
 PU0831  DYNAMIC HEIGHT  -        866.951 (meters)     2844.32  (feet) COMP
 PU0831  MODELED GRAVITY -    980,348.2   (mgal)                       NAVD 88
 PU0831
 PU0831  VERT ORDER      -  SECOND    CLASS 0
 PU0831
 PU0831.The horizontal coordinates were scaled from a map and have
 PU0831.an estimated accuracy of +/- 6 seconds.
 PU0831
 PU0831.The orthometric height was determined by differential leveling and
 PU0831.adjusted by the NATIONAL GEODETIC SURVEY
 PU0831.in June 1991.
 PU0831
 PU0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0831.GEOID18 height accuracy estimate available here.
 PU0831
 PU0831.Click photographs - Photos may exist for this station.
 PU0831
 PU0831.The dynamic height is computed by dividing the NAVD 88
 PU0831.geopotential number by the normal gravity value computed on the
 PU0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0831.degrees latitude (g = 980.6199 gals.).
 PU0831
 PU0831.The modeled gravity was interpolated from observed gravity values.
 PU0831
 PU0831;                    North         East    Units  Estimated Accuracy
 PU0831;SPC SD N     -   105,930.      366,560.      MT  (+/- 180 meters Scaled)
 PU0831
 PU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK623570(NAD 83)
 PU0831
 PU0831                          SUPERSEDED SURVEY CONTROL
 PU0831
 PU0831  NGVD 29 (??/??/92)  866.684  (m)         2843.45   (f) ADJ UNCH    2 0
 PU0831
 PU0831.Superseded values are not recommended for survey control.
 PU0831
 PU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0831.See file dsdata.pdf to determine how the superseded data were derived.
 PU0831
 PU0831_MARKER: DR = REFERENCE MARK DISK
 PU0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0831_STAMPING: JUSTIN NO 1 1962
 PU0831_MARK LOGO: CGS
 PU0831_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0831+STABILITY: SURFACE MOTION
 PU0831
 PU0831  HISTORY     - Date     Condition        Report By
 PU0831  HISTORY     - 1962     MONUMENTED       CGS
 PU0831
 PU0831                          STATION DESCRIPTION
 PU0831
 PU0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0831'7.8 MI W FROM FAIRPOINT.
 PU0831'7.75 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0831'45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 48.0 FEET EAST
 PU0831'OF THE STATION, 67.6 FEET NORTHEAST OF REFERENCE MARK NO. 2,
 PU0831'3 FEET NORTH OF A FENCE, ABOUT 2 FEET LOWER THAN THE ROAD AND
 PU0831'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0830 ***********************************************************************
 PU0830  DESIGNATION -  JUSTIN RM 2
 PU0830  PID         -  PU0830
 PU0830  STATE/COUNTY-  SD/MEADE
 PU0830  COUNTRY     -  US
 PU0830  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0830
 PU0830                         *CURRENT SURVEY CONTROL
 PU0830  ______________________________________________________________________
 PU0830* NAD 83(1986) POSITION- 44 44 54.     (N) 102 56 55.     (W)   SCALED
 PU0830* NAVD 88 ORTHO HEIGHT -   867.237 (meters)     2845.26  (feet) ADJUSTED
 PU0830  ______________________________________________________________________
 PU0830  GEOID HEIGHT    -        -17.394 (meters)                     GEOID18
 PU0830  DYNAMIC HEIGHT  -        867.030 (meters)     2844.58  (feet) COMP
 PU0830  MODELED GRAVITY -    980,348.2   (mgal)                       NAVD 88
 PU0830
 PU0830  VERT ORDER      -  SECOND    CLASS 0
 PU0830
 PU0830.The horizontal coordinates were scaled from a map and have
 PU0830.an estimated accuracy of +/- 6 seconds.
 PU0830
 PU0830.The orthometric height was determined by differential leveling and
 PU0830.adjusted by the NATIONAL GEODETIC SURVEY
 PU0830.in June 1991.
 PU0830
 PU0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0830.GEOID18 height accuracy estimate available here.
 PU0830
 PU0830.Click photographs - Photos may exist for this station.
 PU0830
 PU0830.The dynamic height is computed by dividing the NAVD 88
 PU0830.geopotential number by the normal gravity value computed on the
 PU0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0830.degrees latitude (g = 980.6199 gals.).
 PU0830
 PU0830.The modeled gravity was interpolated from observed gravity values.
 PU0830
 PU0830;                    North         East    Units  Estimated Accuracy
 PU0830;SPC SD N     -   105,930.      366,560.      MT  (+/- 180 meters Scaled)
 PU0830
 PU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK623570(NAD 83)
 PU0830
 PU0830                          SUPERSEDED SURVEY CONTROL
 PU0830
 PU0830  NGVD 29 (??/??/92)  866.763  (m)         2843.70   (f) ADJ UNCH    2 0
 PU0830
 PU0830.Superseded values are not recommended for survey control.
 PU0830
 PU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0830.See file dsdata.pdf to determine how the superseded data were derived.
 PU0830
 PU0830_MARKER: DR = REFERENCE MARK DISK
 PU0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0830_STAMPING: JUSTIN NO 2 1962
 PU0830_MARK LOGO: CGS
 PU0830_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0830+STABILITY: SURFACE MOTION
 PU0830
 PU0830  HISTORY     - Date     Condition        Report By
 PU0830  HISTORY     - 1962     MONUMENTED       CGS
 PU0830
 PU0830                          STATION DESCRIPTION
 PU0830
 PU0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0830'7.8 MI W FROM FAIRPOINT.
 PU0830'7.75 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0830'93 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 45.3 FEET SOUTH
 PU0830'OF THE STATION, 67.6 FEET SOUTHWEST OF REFERENCE MARK NO. 1,
 PU0830'ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0830'POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0101 ***********************************************************************
 QQ0101  DESIGNATION -  K
 QQ0101  PID         -  QQ0101
 QQ0101  STATE/COUNTY-  SD/GRANT
 QQ0101  COUNTRY     -  US
 QQ0101  USGS QUAD   -  TWIN BROOKS (2017)
 QQ0101
 QQ0101                         *CURRENT SURVEY CONTROL
 QQ0101  ______________________________________________________________________
 QQ0101* NAD 83(1986) POSITION- 45 12 33.     (N) 096 45 44.     (W)   SCALED
 QQ0101* NAVD 88 ORTHO HEIGHT -   377.845 (meters)     1239.65  (feet) ADJUSTED
 QQ0101  ______________________________________________________________________
 QQ0101  GEOID HEIGHT    -        -25.714 (meters)                     GEOID18
 QQ0101  DYNAMIC HEIGHT  -        377.812 (meters)     1239.54  (feet) COMP
 QQ0101  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 QQ0101
 QQ0101  VERT ORDER      -  FIRST     CLASS II
 QQ0101
 QQ0101.The horizontal coordinates were scaled from a map and have
 QQ0101.an estimated accuracy of +/- 6 seconds.
 QQ0101
 QQ0101.The orthometric height was determined by differential leveling and
 QQ0101.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0101.in June 1991.
 QQ0101
 QQ0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0101.GEOID18 height accuracy estimate available here.
 QQ0101
 QQ0101.Click photographs - Photos may exist for this station.
 QQ0101
 QQ0101.The dynamic height is computed by dividing the NAVD 88
 QQ0101.geopotential number by the normal gravity value computed on the
 QQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0101.degrees latitude (g = 980.6199 gals.).
 QQ0101
 QQ0101.The modeled gravity was interpolated from observed gravity values.
 QQ0101
 QQ0101;                    North         East    Units  Estimated Accuracy
 QQ0101;SPC SD N     -   157,970.      854,280.      MT  (+/- 180 meters Scaled)
 QQ0101
 QQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR757086(NAD 83)
 QQ0101
 QQ0101                          SUPERSEDED SURVEY CONTROL
 QQ0101
 QQ0101  NGVD 29 (??/??/92)  377.597  (m)         1238.83   (f) ADJ UNCH    1 2
 QQ0101
 QQ0101.Superseded values are not recommended for survey control.
 QQ0101
 QQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0101.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0101
 QQ0101_MARKER: P = PIPE CAP
 QQ0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0101_STAMPING: ELEV 1238.833 FEET
 QQ0101_MARK LOGO: CGS
 QQ0101_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0101
 QQ0101  HISTORY     - Date     Condition        Report By
 QQ0101  HISTORY     - 1904     MONUMENTED       CGS
 QQ0101  HISTORY     - 1905     GOOD             CGS
 QQ0101  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0101  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0101
 QQ0101                          STATION DESCRIPTION
 QQ0101
 QQ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0101'1 MI E FROM TWIN BROOKS.
 QQ0101'ABOUT 1 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0101'PACIFIC RAILROAD FROM TWIN BROOKS, GRANT COUNTY, ABOUT 570 FEET
 QQ0101'NORTH OF THE SOUTH LINE OF SEC. 12, T. 120 N., R. 50 W., AT A
 QQ0101'ROAD CROSSING, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 46
 QQ0101'FEET NORTH OF THE CENTER LINE OF THE NORTH TRACK, AND 5 FEET
 QQ0101'SOUTHEAST OF THE RIGHT-OF-WAY FENCE CORNER POST.  A STANDARD
 QQ0101'CAP, STAMPED ELEV. 1238.833 FEET. AND FASTENED ON THE TOP OF AN
 QQ0101'3-1/2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QQ0101
 QQ0101                          STATION RECOVERY (1973)
 QQ0101
 QQ0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0101'MARK NOT FOUND.
 QQ0101
 QQ0101                          STATION RECOVERY (1997)
 QQ0101
 QQ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0101'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0012 ***********************************************************************
 OT0012  DESIGNATION -  K 10
 OT0012  PID         -  OT0012
 OT0012  STATE/COUNTY-  SD/PENNINGTON
 OT0012  COUNTRY     -  US
 OT0012  USGS QUAD   -  CONATA (2017)
 OT0012
 OT0012                         *CURRENT SURVEY CONTROL
 OT0012  ______________________________________________________________________
 OT0012* NAD 83(1986) POSITION- 43 43 59.49   (N) 102 08 41.74   (W)   HD_HELD1
 OT0012* NAVD 88 ORTHO HEIGHT -   747.726 (meters)     2453.16  (feet) ADJUSTED
 OT0012  ______________________________________________________________________
 OT0012  GEOID HEIGHT    -        -19.398 (meters)                     GEOID18
 OT0012  DYNAMIC HEIGHT  -        747.488 (meters)     2452.38  (feet) COMP
 OT0012  MODELED GRAVITY -    980,275.8   (mgal)                       NAVD 88
 OT0012
 OT0012  VERT ORDER      -  FIRST     CLASS II
 OT0012
 OT0012.The horizontal coordinates were determined by differentially corrected
 OT0012.hand held GPS observations or other comparable positioning techniques
 OT0012.and have an estimated accuracy of +/- 3 meters.
 OT0012
 OT0012.The orthometric height was determined by differential leveling and
 OT0012.adjusted by the NATIONAL GEODETIC SURVEY
 OT0012.in June 1991.
 OT0012
 OT0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0012.GEOID18 height accuracy estimate available here.
 OT0012
 OT0012.Click photographs - Photos may exist for this station.
 OT0012
 OT0012.The dynamic height is computed by dividing the NAVD 88
 OT0012.geopotential number by the normal gravity value computed on the
 OT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0012.degrees latitude (g = 980.6199 gals.).
 OT0012
 OT0012.The modeled gravity was interpolated from observed gravity values.
 OT0012
 OT0012;                    North         East    Units  Estimated Accuracy
 OT0012;SPC SD S     -   157,103.9     454,074.2     MT  (+/- 3 meters HH1 GPS) 
 OT0012
 OT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2993046201(NAD 83)
 OT0012
 OT0012                          SUPERSEDED SURVEY CONTROL
 OT0012
 OT0012  NGVD 29 (??/??/92)  747.261  (m)         2451.64   (f) ADJ UNCH    1 2
 OT0012
 OT0012.Superseded values are not recommended for survey control.
 OT0012
 OT0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0012.See file dsdata.pdf to determine how the superseded data were derived.
 OT0012
 OT0012_MARKER: DB = BENCH MARK DISK
 OT0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0012_STAMPING: K 10 1925 2451.609
 OT0012_MARK LOGO: CGS
 OT0012_PROJECTION: FLUSH
 OT0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0012+STABILITY: SURFACE MOTION
 OT0012
 OT0012  HISTORY     - Date     Condition        Report By
 OT0012  HISTORY     - 1925     MONUMENTED       CGS
 OT0012  HISTORY     - 1962     GOOD             CGS
 OT0012
 OT0012                          STATION DESCRIPTION
 OT0012
 OT0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0012'8.2 MI SW FROM INTERIOR.
 OT0012'8.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0012'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, 0.3 MILE WEST OF
 OT0012'TRESTLE NUMBER W 228 AND BENCH MARK W 389, ABOUT 400 FEET EAST
 OT0012'OF A SMALL KNOLL, 7 1/2 RAILS EAST OF A IRON PIPE CULVERT,
 OT0012'30 1/2 FEET EAST OF THE 8TH TELEPHONE POLE WEST OF MILE POST 596,
 OT0012'38 1/2 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF
 OT0012'TELEPHONE POLES, 10 1/2 FEET NORTH OF THE SOUTH RAILROAD
 OT0012'RIGHT-OF-WAY FENCE, 1.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 OT0012'2 1/2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0012'CONCRETE POST FLUSH WITH THE GROUNDS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0041 ***********************************************************************
 PV0041  DESIGNATION -  K 10 B 1
 PV0041  PID         -  PV0041
 PV0041  STATE/COUNTY-  SD/BUTTE
 PV0041  COUNTRY     -  US
 PV0041  USGS QUAD   -  SLAUGHTER RESERVOIR (2017)
 PV0041
 PV0041                         *CURRENT SURVEY CONTROL
 PV0041  ______________________________________________________________________
 PV0041* NAD 83(1986) POSITION- 44 38 06.     (N) 104 00 26.     (W)   SCALED
 PV0041* NAVD 88 ORTHO HEIGHT -  1007.059 (meters)     3303.99  (feet) ADJUSTED
 PV0041  ______________________________________________________________________
 PV0041  GEOID HEIGHT    -        -14.874 (meters)                     GEOID18
 PV0041  DYNAMIC HEIGHT  -       1006.761 (meters)     3303.02  (feet) COMP
 PV0041  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 PV0041
 PV0041  VERT ORDER      -  SECOND    CLASS 0
 PV0041
 PV0041.The horizontal coordinates were scaled from a map and have
 PV0041.an estimated accuracy of +/- 6 seconds.
 PV0041
 PV0041.The orthometric height was determined by differential leveling and
 PV0041.adjusted by the NATIONAL GEODETIC SURVEY
 PV0041.in June 1991.
 PV0041
 PV0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0041.GEOID18 height accuracy estimate available here.
 PV0041
 PV0041.Click photographs - Photos may exist for this station.
 PV0041
 PV0041.The dynamic height is computed by dividing the NAVD 88
 PV0041.geopotential number by the normal gravity value computed on the
 PV0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0041.degrees latitude (g = 980.6199 gals.).
 PV0041
 PV0041.The modeled gravity was interpolated from observed gravity values.
 PV0041
 PV0041;                    North         East    Units  Estimated Accuracy
 PV0041;SPC SD N     -    96,950.      282,180.      MT  (+/- 180 meters Scaled)
 PV0041
 PV0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK787428(NAD 83)
 PV0041
 PV0041                          SUPERSEDED SURVEY CONTROL
 PV0041
 PV0041  NGVD 29 (??/??/92) 1006.55   (m)         3302.3    (f) COMPUTED    2 0
 PV0041
 PV0041.Superseded values are not recommended for survey control.
 PV0041
 PV0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0041.See file dsdata.pdf to determine how the superseded data were derived.
 PV0041
 PV0041_MARKER: Z = SEE DESCRIPTION
 PV0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0041_STAMPING: K 10 B 1
 PV0041_PROJECTION: PROJECTING 122 CENTIMETERS
 PV0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0041
 PV0041  HISTORY     - Date     Condition        Report By
 PV0041  HISTORY     - UNK      MONUMENTED       USAF
 PV0041  HISTORY     - 1962     GOOD             CGS
 PV0041
 PV0041                          STATION DESCRIPTION
 PV0041
 PV0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0041'9 MI W FROM BELLE FOURCHE.
 PV0041'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0041'BELLE FOURCHE, THENCE 7.5 MILES WEST ALONG STATE HIGHWAY 34,
 PV0041'THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, 40 FEET WEST OF
 PV0041'THE CENTER LINE OF THE ROAD, 7.4 FEET WEST OF A FENCE, CENTER
 PV0041'OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER
 PV0041'WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0042 ***********************************************************************
 PV0042  DESIGNATION -  K 10 B 2
 PV0042  PID         -  PV0042
 PV0042  STATE/COUNTY-  SD/BUTTE
 PV0042  COUNTRY     -  US
 PV0042  USGS QUAD   -  SLAUGHTER RESERVOIR (2017)
 PV0042
 PV0042                         *CURRENT SURVEY CONTROL
 PV0042  ______________________________________________________________________
 PV0042* NAD 83(1986) POSITION- 44 38 06.     (N) 104 00 52.     (W)   SCALED
 PV0042* NAVD 88 ORTHO HEIGHT -  1012.492 (meters)     3321.82  (feet) ADJUSTED
 PV0042  ______________________________________________________________________
 PV0042  GEOID HEIGHT    -        -14.854 (meters)                     GEOID18
 PV0042  DYNAMIC HEIGHT  -       1012.192 (meters)     3320.83  (feet) COMP
 PV0042  MODELED GRAVITY -    980,286.6   (mgal)                       NAVD 88
 PV0042
 PV0042  VERT ORDER      -  SECOND    CLASS 0
 PV0042
 PV0042.The horizontal coordinates were scaled from a map and have
 PV0042.an estimated accuracy of +/- 6 seconds.
 PV0042
 PV0042.The orthometric height was determined by differential leveling and
 PV0042.adjusted by the NATIONAL GEODETIC SURVEY
 PV0042.in June 1991.
 PV0042
 PV0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0042.GEOID18 height accuracy estimate available here.
 PV0042
 PV0042.Click photographs - Photos may exist for this station.
 PV0042
 PV0042.The dynamic height is computed by dividing the NAVD 88
 PV0042.geopotential number by the normal gravity value computed on the
 PV0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0042.degrees latitude (g = 980.6199 gals.).
 PV0042
 PV0042.The modeled gravity was interpolated from observed gravity values.
 PV0042
 PV0042;                    North         East    Units  Estimated Accuracy
 PV0042;SPC SD N     -    96,980.      281,610.      MT  (+/- 180 meters Scaled)
 PV0042
 PV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK781428(NAD 83)
 PV0042
 PV0042                          SUPERSEDED SURVEY CONTROL
 PV0042
 PV0042  NGVD 29 (??/??/92) 1011.98   (m)         3320.1    (f) COMPUTED    2 0
 PV0042
 PV0042.Superseded values are not recommended for survey control.
 PV0042
 PV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0042.See file dsdata.pdf to determine how the superseded data were derived.
 PV0042
 PV0042_MARKER: Z = SEE DESCRIPTION
 PV0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0042_PROJECTION: PROJECTING 122 CENTIMETERS
 PV0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0042
 PV0042  HISTORY     - Date     Condition        Report By
 PV0042  HISTORY     - UNK      MONUMENTED       USAF
 PV0042  HISTORY     - 1962     GOOD             CGS
 PV0042
 PV0042                          STATION DESCRIPTION
 PV0042
 PV0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0042'9.4 MI W FROM BELLE FOURCHE.
 PV0042'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE
 PV0042'AT BELLE FOURCHE, THENCE 7.5 MILES WEST ALONG STATE HIGHWAY 34,
 PV0042'THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE
 PV0042'WEST ACROSS COUNTRY, 0.4 MILE WEST OF K 10 B 1, AT THE SOUTH
 PV0042'EDGE OF A CULTIVATED FIELD, 70 FEET NORTH OF THE CENTER OF A
 PV0042'WASH, CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH
 PV0042'CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1582 ***********************************************************************
 PU1582  DESIGNATION -  K 11
 PU1582  PID         -  PU1582
 PU1582  STATE/COUNTY-  SD/PENNINGTON
 PU1582  COUNTRY     -  US
 PU1582  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1582
 PU1582                         *CURRENT SURVEY CONTROL
 PU1582  ______________________________________________________________________
 PU1582* NAD 83(1986) POSITION- 44 04 35.     (N) 103 13 45.     (W)   SCALED
 PU1582* NAVD 88 ORTHO HEIGHT -   996.520 (meters)     3269.42  (feet) ADJUSTED
 PU1582  ______________________________________________________________________
 PU1582  GEOID HEIGHT    -        -15.819 (meters)                     GEOID18
 PU1582  DYNAMIC HEIGHT  -        996.191 (meters)     3268.34  (feet) COMP
 PU1582  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 PU1582
 PU1582  VERT ORDER      -  FIRST     CLASS II
 PU1582
 PU1582.The horizontal coordinates were scaled from a map and have
 PU1582.an estimated accuracy of +/- 6 seconds.
 PU1582
 PU1582.The orthometric height was determined by differential leveling and
 PU1582.adjusted by the NATIONAL GEODETIC SURVEY
 PU1582.in June 1991.
 PU1582
 PU1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1582.GEOID18 height accuracy estimate available here.
 PU1582
 PU1582.Click photographs - Photos may exist for this station.
 PU1582
 PU1582.The dynamic height is computed by dividing the NAVD 88
 PU1582.geopotential number by the normal gravity value computed on the
 PU1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1582.degrees latitude (g = 980.6199 gals.).
 PU1582
 PU1582.The modeled gravity was interpolated from observed gravity values.
 PU1582
 PU1582;                    North         East    Units  Estimated Accuracy
 PU1582;SPC SD S     -   197,690.      368,100.      MT  (+/- 180 meters Scaled)
 PU1582
 PU1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ417818(NAD 83)
 PU1582
 PU1582                          SUPERSEDED SURVEY CONTROL
 PU1582
 PU1582  NGVD 29 (??/??/92)  996.049  (m)         3267.87   (f) ADJ UNCH    1 2
 PU1582
 PU1582.Superseded values are not recommended for survey control.
 PU1582
 PU1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1582.See file dsdata.pdf to determine how the superseded data were derived.
 PU1582
 PU1582_MARKER: DB = BENCH MARK DISK
 PU1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1582_SP_SET: BUILDING
 PU1582_STAMPING: K 11 1925 3267.910
 PU1582_MARK LOGO: CGS
 PU1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1582
 PU1582  HISTORY     - Date     Condition        Report By
 PU1582  HISTORY     - 1925     MONUMENTED       CGS
 PU1582  HISTORY     - 1962     GOOD             CGS
 PU1582  HISTORY     - 1985     MARK NOT FOUND   NGS
 PU1582  HISTORY     - 19971221 MARK NOT FOUND   USPSQD
 PU1582  HISTORY     - 20110125 MARK NOT FOUND   INDIV
 PU1582
 PU1582                          STATION DESCRIPTION
 PU1582
 PU1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1582'0.6 MI SE FROM RAPID CITY.
 PU1582'ABOUT 0.4 MILE SOUTH ALONG 8TH STREET FROM THE CHICAGO AND NORTH
 PU1582'WESTERN RAILWAY STATION AT RAPID CITY, THENCE 0.2 MILE OF 2
 PU1582'BLOCKS EAST ALONG COLUMBUS STREET, AT THE NORTHEAST CORNER OF
 PU1582'THE OLD HIGH SCHOOL BUILDING WHICH ANNEXES THE NEWER HIGH SCHOOL
 PU1582'BUILDING ON THE WEST SIDE, 39 FEET WEST OF THE NORTHWEST CORNER
 PU1582'OF THE NEWER HIGH SCHOOL BUILDING, 33 FEET WEST OF THE CENTER
 PU1582'LINE OF AN ENTRANCE TO A HALLWAY BETWEEN THE TWO BUILDINGS, 85
 PU1582'FEET SOUTH OF THE CENTER LINE OF COLUMBUS STREET, 39 1/2 FEET
 PU1582'EAST OF THE CENTER LINE OF THE NORTH ENTRANCE TO THE OLD
 PU1582'BUILDING, 1.2 FEET WEST OF THE NORTHEAST CORNER, 4 1/2 FEET
 PU1582'ABOVE THE GROUND, AND SET VERTICALLY IN THE NORTH FACE OF A
 PU1582'CORNER STONE.
 PU1582
 PU1582                          STATION RECOVERY (1985)
 PU1582
 PU1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1582'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
 PU1582
 PU1582                          STATION RECOVERY (1997)
 PU1582
 PU1582'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1582'MARK NOT FOUND.
 PU1582
 PU1582                          STATION RECOVERY (2011)
 PU1582
 PU1582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1582'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1990 ***********************************************************************
 PU1990  DESIGNATION -  K 11 B 1
 PU1990  PID         -  PU1990
 PU1990  STATE/COUNTY-  SD/BUTTE
 PU1990  COUNTRY     -  US
 PU1990  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1990
 PU1990                         *CURRENT SURVEY CONTROL
 PU1990  ______________________________________________________________________
 PU1990* NAD 83(1986) POSITION- 44 38 20.     (N) 103 54 46.     (W)   SCALED
 PU1990* NAVD 88 ORTHO HEIGHT -   972.300 (meters)     3189.95  (feet) ADJUSTED
 PU1990  ______________________________________________________________________
 PU1990  GEOID HEIGHT    -        -15.121 (meters)                     GEOID18
 PU1990  DYNAMIC HEIGHT  -        972.012 (meters)     3189.01  (feet) COMP
 PU1990  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 PU1990
 PU1990  VERT ORDER      -  SECOND    CLASS 0
 PU1990
 PU1990.The horizontal coordinates were scaled from a map and have
 PU1990.an estimated accuracy of +/- 6 seconds.
 PU1990
 PU1990.The orthometric height was determined by differential leveling and
 PU1990.adjusted by the NATIONAL GEODETIC SURVEY
 PU1990.in June 1991.
 PU1990
 PU1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1990.GEOID18 height accuracy estimate available here.
 PU1990
 PU1990.Click photographs - Photos may exist for this station.
 PU1990
 PU1990.The dynamic height is computed by dividing the NAVD 88
 PU1990.geopotential number by the normal gravity value computed on the
 PU1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1990.degrees latitude (g = 980.6199 gals.).
 PU1990
 PU1990.The modeled gravity was interpolated from observed gravity values.
 PU1990
 PU1990;                    North         East    Units  Estimated Accuracy
 PU1990;SPC SD N     -    97,020.      289,690.      MT  (+/- 180 meters Scaled)
 PU1990
 PU1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK862434(NAD 83)
 PU1990
 PU1990                          SUPERSEDED SURVEY CONTROL
 PU1990
 PU1990  NGVD 29 (??/??/92)  971.79   (m)         3188.3    (f) COMPUTED    2 0
 PU1990
 PU1990.Superseded values are not recommended for survey control.
 PU1990
 PU1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1990.See file dsdata.pdf to determine how the superseded data were derived.
 PU1990
 PU1990_MARKER: Z = SEE DESCRIPTION
 PU1990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1990_SP_SET: PIER
 PU1990_STAMPING: K 11 B 1
 PU1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1990
 PU1990  HISTORY     - Date     Condition        Report By
 PU1990  HISTORY     - UNK      MONUMENTED       USAF
 PU1990  HISTORY     - 1962     GOOD             CGS
 PU1990
 PU1990                          STATION DESCRIPTION
 PU1990
 PU1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1990'4.4 MI SW FROM BELLE FOURCHE.
 PU1990'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1990'BELLE FOURCHE, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 34,
 PU1990'THENCE 0.35 MILE SOUTHWEST ALONG A DIM TRACK ROAD, ABOUT 0.35
 PU1990'MILE SOUTHWEST OF BENCH MARK N 359 AND GATE IN FENCE, 92 YARDS
 PU1990'NORTHWEST OF A LONE 8-INCH PINE TREE, 104 YARDS NORTHEAST OF A
 PU1990'FENCE CORNER, 47 YARDS EAST OF A FENCE, CENTER OF TRIBRACH MOUNTED
 PU1990'ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET
 PU1990'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1991 ***********************************************************************
 PU1991  DESIGNATION -  K 11 B 2
 PU1991  PID         -  PU1991
 PU1991  STATE/COUNTY-  SD/BUTTE
 PU1991  COUNTRY     -  US
 PU1991  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1991
 PU1991                         *CURRENT SURVEY CONTROL
 PU1991  ______________________________________________________________________
 PU1991* NAD 83(1986) POSITION- 44 38 16.     (N) 103 55 13.     (W)   SCALED
 PU1991* NAVD 88 ORTHO HEIGHT -   970.525 (meters)     3184.13  (feet) ADJUSTED
 PU1991  ______________________________________________________________________
 PU1991  GEOID HEIGHT    -        -15.101 (meters)                     GEOID18
 PU1991  DYNAMIC HEIGHT  -        970.237 (meters)     3183.19  (feet) COMP
 PU1991  MODELED GRAVITY -    980,288.0   (mgal)                       NAVD 88
 PU1991
 PU1991  VERT ORDER      -  SECOND    CLASS 0
 PU1991
 PU1991.The horizontal coordinates were scaled from a map and have
 PU1991.an estimated accuracy of +/- 6 seconds.
 PU1991
 PU1991.The orthometric height was determined by differential leveling and
 PU1991.adjusted by the NATIONAL GEODETIC SURVEY
 PU1991.in June 1991.
 PU1991
 PU1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1991.GEOID18 height accuracy estimate available here.
 PU1991
 PU1991.Click photographs - Photos may exist for this station.
 PU1991
 PU1991.The dynamic height is computed by dividing the NAVD 88
 PU1991.geopotential number by the normal gravity value computed on the
 PU1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1991.degrees latitude (g = 980.6199 gals.).
 PU1991
 PU1991.The modeled gravity was interpolated from observed gravity values.
 PU1991
 PU1991;                    North         East    Units  Estimated Accuracy
 PU1991;SPC SD N     -    96,920.      289,090.      MT  (+/- 180 meters Scaled)
 PU1991
 PU1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK856432(NAD 83)
 PU1991
 PU1991                          SUPERSEDED SURVEY CONTROL
 PU1991
 PU1991  NGVD 29 (??/??/92)  970.02   (m)         3182.5    (f) COMPUTED    2 0
 PU1991
 PU1991.Superseded values are not recommended for survey control.
 PU1991
 PU1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1991.See file dsdata.pdf to determine how the superseded data were derived.
 PU1991
 PU1991_MARKER: Z = SEE DESCRIPTION
 PU1991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1991_SP_SET: PIER
 PU1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1991
 PU1991  HISTORY     - Date     Condition        Report By
 PU1991  HISTORY     - UNK      MONUMENTED       USAF
 PU1991  HISTORY     - 1962     GOOD             CGS
 PU1991
 PU1991                          STATION DESCRIPTION
 PU1991
 PU1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1991'4.8 MI SW FROM BELLE FOURCHE.
 PU1991'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE
 PU1991'AT BELLE FOURCHE, THENCE 3.2 MILES WEST ALONG STATE HIGHWAY
 PU1991'34, THENCE 0.25 MILE SOUTH ALONG A TRACK ROAD, 61 YARDS EAST
 PU1991'OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF AN OLD FENCE
 PU1991'ALIGNMENT, CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH
 PU1991'CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0539 ***********************************************************************
 QS0539  DESIGNATION -  K 119
 QS0539  PID         -  QS0539
 QS0539  STATE/COUNTY-  SD/CORSON
 QS0539  COUNTRY     -  US
 QS0539  USGS QUAD   -  KELDRON (2017)
 QS0539
 QS0539                         *CURRENT SURVEY CONTROL
 QS0539  ______________________________________________________________________
 QS0539* NAD 83(1986) POSITION- 45 55 51.     (N) 101 48 54.     (W)   SCALED
 QS0539* NAVD 88 ORTHO HEIGHT -   720.588 (meters)     2364.13  (feet) ADJUSTED
 QS0539  ______________________________________________________________________
 QS0539  GEOID HEIGHT    -        -19.633 (meters)                     GEOID18
 QS0539  DYNAMIC HEIGHT  -        720.510 (meters)     2363.87  (feet) COMP
 QS0539  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 QS0539
 QS0539  VERT ORDER      -  SECOND    CLASS 0
 QS0539
 QS0539.The horizontal coordinates were scaled from a map and have
 QS0539.an estimated accuracy of +/- 6 seconds.
 QS0539
 QS0539.The orthometric height was determined by differential leveling and
 QS0539.adjusted by the NATIONAL GEODETIC SURVEY
 QS0539.in June 1991.
 QS0539
 QS0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0539.GEOID18 height accuracy estimate available here.
 QS0539
 QS0539.Click photographs - Photos may exist for this station.
 QS0539
 QS0539.The dynamic height is computed by dividing the NAVD 88
 QS0539.geopotential number by the normal gravity value computed on the
 QS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0539.degrees latitude (g = 980.6199 gals.).
 QS0539
 QS0539.The modeled gravity was interpolated from observed gravity values.
 QS0539
 QS0539;                    North         East    Units  Estimated Accuracy
 QS0539;SPC SD N     -   234,670.      459,230.      MT  (+/- 180 meters Scaled)
 QS0539
 QS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR817902(NAD 83)
 QS0539
 QS0539                          SUPERSEDED SURVEY CONTROL
 QS0539
 QS0539  NGVD 29 (??/??/92)  720.102  (m)         2362.53   (f) ADJ UNCH    2 0
 QS0539
 QS0539.Superseded values are not recommended for survey control.
 QS0539
 QS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0539.See file dsdata.pdf to determine how the superseded data were derived.
 QS0539
 QS0539_MARKER: DB = BENCH MARK DISK
 QS0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0539_STAMPING: K 119 1934
 QS0539_MARK LOGO: CGS
 QS0539_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0539+STABILITY: SURFACE MOTION
 QS0539
 QS0539  HISTORY     - Date     Condition        Report By
 QS0539  HISTORY     - 1934     MONUMENTED       CGS
 QS0539  HISTORY     - 1938     GOOD             CGS
 QS0539
 QS0539                          STATION DESCRIPTION
 QS0539
 QS0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0539'0.3 MI W FROM KELDRON.
 QS0539'0.3 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0539'RAILROAD FROM THE STATION AT KELDRON, CORSON COUNTY, 0.2 MILE
 QS0539'EAST OF MILEPOST 887, NEAR A ROAD CROSSING, 189 FEET WEST OF THE
 QS0539'CENTER LINE OF THE ROAD, 143 FEET NORTHWEST OF THE WEST SWITCH
 QS0539'OF THE PASSING TRACK, 118.2 FEET NORTH OF THE CENTER LINE OF
 QS0539'THE MAIN TRACK, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 QS0539'STANDARD DISK, STAMPED K 119 1934 AND SET IN THE TOP OF A
 QS0539'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0539
 QS0539                          STATION RECOVERY (1938)
 QS0539
 QS0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0370 ***********************************************************************
 OT0370  DESIGNATION -  K 12
 OT0370  PID         -  OT0370
 OT0370  STATE/COUNTY-  SD/FALL RIVER
 OT0370  COUNTRY     -  US
 OT0370  USGS QUAD   -  HOT SPRINGS (2017)
 OT0370
 OT0370                         *CURRENT SURVEY CONTROL
 OT0370  ______________________________________________________________________
 OT0370* NAD 83(1986) POSITION- 43 25 55.11   (N) 103 28 29.76   (W)   HD_HELD1
 OT0370* NAVD 88 ORTHO HEIGHT -  1051.469 (meters)     3449.69  (feet) ADJUSTED
 OT0370  ______________________________________________________________________
 OT0370  GEOID HEIGHT    -        -15.565 (meters)                     GEOID18
 OT0370  DYNAMIC HEIGHT  -       1051.038 (meters)     3448.28  (feet) COMP
 OT0370  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 OT0370
 OT0370  VERT ORDER      -  FIRST     CLASS II
 OT0370
 OT0370.The horizontal coordinates were determined by differentially corrected
 OT0370.hand held GPS observations or other comparable positioning techniques
 OT0370.and have an estimated accuracy of +/- 3 meters.
 OT0370
 OT0370.The orthometric height was determined by differential leveling and
 OT0370.adjusted by the NATIONAL GEODETIC SURVEY
 OT0370.in October 1997.
 OT0370
 OT0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0370.GEOID18 height accuracy estimate available here.
 OT0370
 OT0370.Click photographs - Photos may exist for this station.
 OT0370
 OT0370.The dynamic height is computed by dividing the NAVD 88
 OT0370.geopotential number by the normal gravity value computed on the
 OT0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0370.degrees latitude (g = 980.6199 gals.).
 OT0370
 OT0370.The modeled gravity was interpolated from observed gravity values.
 OT0370
 OT0370;                    North         East    Units  Estimated Accuracy
 OT0370;SPC SD S     -   126,858.8     345,715.7     MT  (+/- 3 meters HH1 GPS) 
 OT0370
 OT0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2343209916(NAD 83)
 OT0370
 OT0370                          SUPERSEDED SURVEY CONTROL
 OT0370
 OT0370  NAVD 88 (06/15/91) 1051.476  (m)         3449.72   (f) SUPERSEDED  1 2
 OT0370  NGVD 29 (??/??/92) 1051.011  (m)         3448.19   (f) ADJ UNCH    1 2
 OT0370
 OT0370.Superseded values are not recommended for survey control.
 OT0370
 OT0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0370.See file dsdata.pdf to determine how the superseded data were derived.
 OT0370
 OT0370_MARKER: DB = BENCH MARK DISK
 OT0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0370_SP_SET: BUILDING
 OT0370_STAMPING: K 12 1926
 OT0370_MARK LOGO: CGS
 OT0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0370+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 OT0370
 OT0370  HISTORY     - Date     Condition        Report By
 OT0370  HISTORY     - 1926     MONUMENTED       CGS
 OT0370  HISTORY     - 1963     GOOD             CGS
 OT0370  HISTORY     - 1985     GOOD             NGS
 OT0370  HISTORY     - 19950410 GOOD             NGS
 OT0370  HISTORY     - 20180723 GOOD             NGS
 OT0370  HISTORY     - 20220629 GOOD             USPSQD
 OT0370
 OT0370                          STATION DESCRIPTION
 OT0370
 OT0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0370'AT HOT SPRINGS.
 OT0370'AT HOT SPRINGS, IN SECTION 24, T 7 S, R 5 E, IN THE SOUTHWEST
 OT0370'FACE OF THE PUBLIC LIBRARY, 165 FEET NORTHEAST AND ACROSS THE
 OT0370'HIGHWAY FROM THE NORTHEAST ENTRANCE OF THE POST OFFICE, 2.7 FEET
 OT0370'NORTHWEST OF THE SOUTH CORNER OF THE PUBLIC LIBRARY BUILDING,
 OT0370'1.5 FEET ABOVE THE GROUND, AND SET VERTICALLY IN THE SOUTHWEST
 OT0370'FACE OF THE STONE BUILDING HOUSING THE PUBLIC LIBRARY.
 OT0370
 OT0370                          STATION RECOVERY (1985)
 OT0370
 OT0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0370'RECOVERED IN GOOD CONDITION.
 OT0370
 OT0370                          STATION RECOVERY (1995)
 OT0370
 OT0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0370'IN HOT SPRINGS, SET VERTICALLY IN THE WEST FACE OF THE HOT SPRINGS
 OT0370'PUBLIC LIBRARY, 50.4 M (165.4 FT) EAST OF THE MAIN ENTRANCE TO THE
 OT0370'POST OFFICE, 35.0 M (114.8 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 OT0370'385, 0.8 M (2.6 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 OT0370'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OT0370
 OT0370                          STATION RECOVERY (2018)
 OT0370
 OT0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 OT0370'RECOVERED IN GOOD CONDITION.
 OT0370
 OT0370                          STATION RECOVERY (2022)
 OT0370
 OT0370'RECOVERY NOTE BY US POWER SQUADRON 2022 (GDS)
 OT0370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0012 ***********************************************************************
 QT0012  DESIGNATION -  K 120
 QT0012  PID         -  QT0012
 QT0012  STATE/COUNTY-  SD/PERKINS
 QT0012  COUNTRY     -  US
 QT0012  USGS QUAD   -  MEADOW NW (2017)
 QT0012
 QT0012                         *CURRENT SURVEY CONTROL
 QT0012  ______________________________________________________________________
 QT0012* NAD 83(1986) POSITION- 45 41 10.     (N) 102 10 39.     (W)   SCALED
 QT0012* NAVD 88 ORTHO HEIGHT -   770.188 (meters)     2526.86  (feet) ADJUSTED
 QT0012  ______________________________________________________________________
 QT0012  GEOID HEIGHT    -        -18.876 (meters)                     GEOID18
 QT0012  DYNAMIC HEIGHT  -        770.084 (meters)     2526.52  (feet) COMP
 QT0012  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 QT0012
 QT0012  VERT ORDER      -  SECOND    CLASS 0
 QT0012
 QT0012.The horizontal coordinates were scaled from a map and have
 QT0012.an estimated accuracy of +/- 6 seconds.
 QT0012
 QT0012.The orthometric height was determined by differential leveling and
 QT0012.adjusted by the NATIONAL GEODETIC SURVEY
 QT0012.in June 1991.
 QT0012
 QT0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0012.GEOID18 height accuracy estimate available here.
 QT0012
 QT0012.Click photographs - Photos may exist for this station.
 QT0012
 QT0012.The dynamic height is computed by dividing the NAVD 88
 QT0012.geopotential number by the normal gravity value computed on the
 QT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0012.degrees latitude (g = 980.6199 gals.).
 QT0012
 QT0012.The modeled gravity was interpolated from observed gravity values.
 QT0012
 QT0012;                    North         East    Units  Estimated Accuracy
 QT0012;SPC SD N     -   208,170.      430,390.      MT  (+/- 180 meters Scaled)
 QT0012
 QT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL197630(NAD 83)
 QT0012
 QT0012                          SUPERSEDED SURVEY CONTROL
 QT0012
 QT0012  NGVD 29 (??/??/92)  769.734  (m)         2525.37   (f) ADJ UNCH    2 0
 QT0012
 QT0012.Superseded values are not recommended for survey control.
 QT0012
 QT0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0012.See file dsdata.pdf to determine how the superseded data were derived.
 QT0012
 QT0012_MARKER: DB = BENCH MARK DISK
 QT0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0012_STAMPING: K 120 1934
 QT0012_MARK LOGO: CGS
 QT0012_PROJECTION: PROJECTING 5 CENTIMETERS
 QT0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0012+STABILITY: SURFACE MOTION
 QT0012
 QT0012  HISTORY     - Date     Condition        Report By
 QT0012  HISTORY     - 1934     MONUMENTED       CGS
 QT0012  HISTORY     - 1954     GOOD             CGS
 QT0012
 QT0012                          STATION DESCRIPTION
 QT0012
 QT0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QT0012'13.3 MI N FROM MEADOW.
 QT0012'13.3 MILES NORTH ALONG STATE HIGHWAY 73 FROM MEADOW, PERKINS
 QT0012'COUNTY, 11.3 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 8,
 QT0012'5.3 MILES SOUTH ALONG OLD STATE HIGHWAY 73 FROM THE GRAND RIVER
 QT0012'BRIDGE, 102 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST FENCE CORNER,
 QT0012'39 FEET NORTHEAST OF THE CENTER OF AN EAST-TO-NORTH CURVE IN THE
 QT0012'OLD HIGHWAY, 61 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, AND
 QT0012'46 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED K 120 1934
 QT0012'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QT0012'GROUND.  NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE JUNCTION OF
 QT0012'STATE HIGHWAYS 8 AND 73 WHICH IS 2 MILES EAST OF MEADOW BY GOING
 QT0012'10.6 MILES NORTH ALONG STATE HIGHWAY 73 (NEW STATE HIGHWAY 73
 QT0012'WILL CONTINUE STRAIGHT AHEAD TO THE GRAND RIVER BRIDGE WHILE THE
 QT0012'OLD HIGHWAY GOES WEST FROM THIS POINT AND THEN NORTH TO THE GRAND
 QT0012'RIVER BRIDGE), THEN TURN LEFT AND GO 0.7 MILE WEST ALONG THE OLD
 QT0012'HIGHWAY (A GRAVEL ROAD) TO A CURVE IN THE OLD HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1207 ***********************************************************************
 PU1207  DESIGNATION -  K 121
 PU1207  PID         -  PU1207
 PU1207  STATE/COUNTY-  SD/BUTTE
 PU1207  COUNTRY     -  US
 PU1207  USGS QUAD   -  VALE NE (2017)
 PU1207
 PU1207                         *CURRENT SURVEY CONTROL
 PU1207  ______________________________________________________________________
 PU1207* NAD 83(1986) POSITION- 44 43 10.     (N) 103 20 40.     (W)   SCALED
 PU1207* NAVD 88 ORTHO HEIGHT -   855.132 (meters)     2805.55  (feet) ADJUSTED
 PU1207  ______________________________________________________________________
 PU1207  GEOID HEIGHT    -        -16.530 (meters)                     GEOID18
 PU1207  DYNAMIC HEIGHT  -        854.917 (meters)     2804.84  (feet) COMP
 PU1207  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 PU1207
 PU1207  VERT ORDER      -  SECOND    CLASS 0
 PU1207
 PU1207.The horizontal coordinates were scaled from a map and have
 PU1207.an estimated accuracy of +/- 6 seconds.
 PU1207
 PU1207.The orthometric height was determined by differential leveling and
 PU1207.adjusted by the NATIONAL GEODETIC SURVEY
 PU1207.in June 1991.
 PU1207
 PU1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1207.GEOID18 height accuracy estimate available here.
 PU1207
 PU1207.Click photographs - Photos may exist for this station.
 PU1207
 PU1207.The dynamic height is computed by dividing the NAVD 88
 PU1207.geopotential number by the normal gravity value computed on the
 PU1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1207.degrees latitude (g = 980.6199 gals.).
 PU1207
 PU1207.The modeled gravity was interpolated from observed gravity values.
 PU1207
 PU1207;                    North         East    Units  Estimated Accuracy
 PU1207;SPC SD N     -   103,940.      335,110.      MT  (+/- 180 meters Scaled)
 PU1207
 PU1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK311531(NAD 83)
 PU1207
 PU1207                          SUPERSEDED SURVEY CONTROL
 PU1207
 PU1207  NGVD 29 (??/??/92)  854.656  (m)         2803.98   (f) ADJ UNCH    2 0
 PU1207
 PU1207.Superseded values are not recommended for survey control.
 PU1207
 PU1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1207.See file dsdata.pdf to determine how the superseded data were derived.
 PU1207
 PU1207_MARKER: DB = BENCH MARK DISK
 PU1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1207_STAMPING: K 121 1934
 PU1207_MARK LOGO: CGS
 PU1207_PROJECTION: FLUSH
 PU1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1207+STABILITY: SURFACE MOTION
 PU1207
 PU1207  HISTORY     - Date     Condition        Report By
 PU1207  HISTORY     - 1934     MONUMENTED       CGS
 PU1207  HISTORY     - 1963     GOOD             CGS
 PU1207
 PU1207                          STATION DESCRIPTION
 PU1207
 PU1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1207'4.2 MI E FROM NEWELL.
 PU1207'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1207'AT NEWELL, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, 51 FEET
 PU1207'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD,
 PU1207'40 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 34
 PU1207'FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 3 FEET
 PU1207'SOUTHEAST OF A POWER POLE, 1.5 FEET NORTHEAST OF A FENCE
 PU1207'CORNER, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 PU1207'BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 PU1207'POST LEVEL WITH THE GROUUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0158 ***********************************************************************
 QT0158  DESIGNATION -  K 122
 QT0158  PID         -  QT0158
 QT0158  STATE/COUNTY-  SD/MEADE
 QT0158  COUNTRY     -  US
 QT0158  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0158
 QT0158                         *CURRENT SURVEY CONTROL
 QT0158  ______________________________________________________________________
 QT0158* NAD 83(1986) POSITION- 45 01 26.     (N) 102 45 14.     (W)   SCALED
 QT0158* NAVD 88 ORTHO HEIGHT -   894.298 (meters)     2934.04  (feet) ADJUSTED
 QT0158  ______________________________________________________________________
 QT0158  GEOID HEIGHT    -        -17.678 (meters)                     GEOID18
 QT0158  DYNAMIC HEIGHT  -        894.106 (meters)     2933.41  (feet) COMP
 QT0158  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 QT0158
 QT0158  VERT ORDER      -  SECOND    CLASS 0
 QT0158
 QT0158.The horizontal coordinates were scaled from a map and have
 QT0158.an estimated accuracy of +/- 6 seconds.
 QT0158
 QT0158.The orthometric height was determined by differential leveling and
 QT0158.adjusted by the NATIONAL GEODETIC SURVEY
 QT0158.in June 1991.
 QT0158
 QT0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0158.GEOID18 height accuracy estimate available here.
 QT0158
 QT0158.Click photographs - Photos may exist for this station.
 QT0158
 QT0158.The dynamic height is computed by dividing the NAVD 88
 QT0158.geopotential number by the normal gravity value computed on the
 QT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0158.degrees latitude (g = 980.6199 gals.).
 QT0158
 QT0158.The modeled gravity was interpolated from observed gravity values.
 QT0158
 QT0158;                    North         East    Units  Estimated Accuracy
 QT0158;SPC SD N     -   135,990.      383,010.      MT  (+/- 180 meters Scaled)
 QT0158
 QT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK769880(NAD 83)
 QT0158
 QT0158                          SUPERSEDED SURVEY CONTROL
 QT0158
 QT0158  NGVD 29 (??/??/92)  893.824  (m)         2932.49   (f) ADJ UNCH    2 0
 QT0158
 QT0158.Superseded values are not recommended for survey control.
 QT0158
 QT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0158.See file dsdata.pdf to determine how the superseded data were derived.
 QT0158
 QT0158_MARKER: DB = BENCH MARK DISK
 QT0158_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0158_STAMPING: K 122 1934
 QT0158_MARK LOGO: CGS
 QT0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0158
 QT0158  HISTORY     - Date     Condition        Report By
 QT0158  HISTORY     - 1934     MONUMENTED       CGS
 QT0158  HISTORY     - 1962     MARK NOT FOUND   CGS
 QT0158
 QT0158                          STATION DESCRIPTION
 QT0158
 QT0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0158'2.8 MI W FROM CEDAR CANYON.
 QT0158'IS LOCATED 2.8 MILES WEST OF THE POST OFFICE AT CEDAR CANYON,
 QT0158'IN THE SOUTHWEST CORNER OF SCHOOL PROPERTY, 79 FEET SOUTHWEST OF
 QT0158'SOUTHWEST CORNER OF RURAL SCHOOL BUILDING, 55.5 FEET SOUTH OF
 QT0158'2 INCH IRON PIPE FLAG POLE SET IN CONCRETE, 46 FEET NORTHWEST
 QT0158'OF CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE
 QT0158'POST 6 INCHES HIGH.  NOTE-- THE SCHOOL BUILDING HAS BEEN MOVED.
 QT0158'MARK WAS NOT RECOVERED IN 1951 BY USGS.
 QT0158
 QT0158                          STATION RECOVERY (1962)
 QT0158
 QT0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QT0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0522 ***********************************************************************
 QS0522  DESIGNATION -  K 123
 QS0522  PID         -  QS0522
 QS0522  STATE/COUNTY-  SD/ZIEBACH
 QS0522  COUNTRY     -  US
 QS0522  USGS QUAD   -  RED ELM SW (2017)
 QS0522
 QS0522                         *CURRENT SURVEY CONTROL
 QS0522  ______________________________________________________________________
 QS0522* NAD 83(1986) POSITION- 45 01 04.     (N) 101 57 59.     (W)   SCALED
 QS0522* NAVD 88 ORTHO HEIGHT -   788.152 (meters)     2585.80  (feet) ADJUSTED
 QS0522  ______________________________________________________________________
 QS0522  GEOID HEIGHT    -        -19.632 (meters)                     GEOID18
 QS0522  DYNAMIC HEIGHT  -        788.000 (meters)     2585.30  (feet) COMP
 QS0522  MODELED GRAVITY -    980,398.2   (mgal)                       NAVD 88
 QS0522
 QS0522  VERT ORDER      -  SECOND    CLASS 0
 QS0522
 QS0522.The horizontal coordinates were scaled from a map and have
 QS0522.an estimated accuracy of +/- 6 seconds.
 QS0522
 QS0522.The orthometric height was determined by differential leveling and
 QS0522.adjusted by the NATIONAL GEODETIC SURVEY
 QS0522.in June 1991.
 QS0522
 QS0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0522.GEOID18 height accuracy estimate available here.
 QS0522
 QS0522.Click photographs - Photos may exist for this station.
 QS0522
 QS0522.The dynamic height is computed by dividing the NAVD 88
 QS0522.geopotential number by the normal gravity value computed on the
 QS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0522.degrees latitude (g = 980.6199 gals.).
 QS0522
 QS0522.The modeled gravity was interpolated from observed gravity values.
 QS0522
 QS0522;                    North         East    Units  Estimated Accuracy
 QS0522;SPC SD N     -   133,500.      445,030.      MT  (+/- 180 meters Scaled)
 QS0522
 QS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ662892(NAD 83)
 QS0522
 QS0522                          SUPERSEDED SURVEY CONTROL
 QS0522
 QS0522  NGVD 29 (??/??/92)  787.700  (m)         2584.31   (f) ADJ UNCH    2 0
 QS0522
 QS0522.Superseded values are not recommended for survey control.
 QS0522
 QS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0522.See file dsdata.pdf to determine how the superseded data were derived.
 QS0522
 QS0522_MARKER: DB = BENCH MARK DISK
 QS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0522_STAMPING: K 123 1934
 QS0522_MARK LOGO: CGS
 QS0522_PROJECTION: PROJECTING 25 CENTIMETERS
 QS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0522+STABILITY: SURFACE MOTION
 QS0522
 QS0522  HISTORY     - Date     Condition        Report By
 QS0522  HISTORY     - 1934     MONUMENTED       CGS
 QS0522
 QS0522                          STATION DESCRIPTION
 QS0522
 QS0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0522'4 MI E FROM FAITH.
 QS0522'IN ZIEBACH COUNTY, 4.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 QS0522'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT FAITH, MEADE
 QS0522'COUNTY, 250 YARDS NORTHWEST OF MILEPOST 102, MIDWAY BETWEEN
 QS0522'THE EAST AND WEST POINTS OF CURVATURE OF THE TRACK WHERE IT
 QS0522'CURVES FROM NORTHEAST TO SOUTHEAST, AND 50.6 FEET NORTH OF THE
 QS0522'NORTH RAIL.  A STANDARD DISK, STAMPED K 123 1934 AND SET IN
 QS0522'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0269 ***********************************************************************
 QT0269  DESIGNATION -  K 124
 QT0269  PID         -  QT0269
 QT0269  STATE/COUNTY-  SD/BUTTE
 QT0269  COUNTRY     -  US
 QT0269  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0269
 QT0269                         *CURRENT SURVEY CONTROL
 QT0269  ______________________________________________________________________
 QT0269* NAD 83(1986) POSITION- 45 04 53.     (N) 103 24 21.     (W)   SCALED
 QT0269* NAVD 88 ORTHO HEIGHT -   894.272 (meters)     2933.96  (feet) ADJUSTED
 QT0269  ______________________________________________________________________
 QT0269  GEOID HEIGHT    -        -16.479 (meters)                     GEOID18
 QT0269  DYNAMIC HEIGHT  -        894.075 (meters)     2933.31  (feet) COMP
 QT0269  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 QT0269
 QT0269  VERT ORDER      -  SECOND    CLASS 0
 QT0269
 QT0269.The horizontal coordinates were scaled from a map and have
 QT0269.an estimated accuracy of +/- 6 seconds.
 QT0269
 QT0269.The orthometric height was determined by differential leveling and
 QT0269.adjusted by the NATIONAL GEODETIC SURVEY
 QT0269.in June 1991.
 QT0269
 QT0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0269.GEOID18 height accuracy estimate available here.
 QT0269
 QT0269.Click photographs - Photos may exist for this station.
 QT0269
 QT0269.The dynamic height is computed by dividing the NAVD 88
 QT0269.geopotential number by the normal gravity value computed on the
 QT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0269.degrees latitude (g = 980.6199 gals.).
 QT0269
 QT0269.The modeled gravity was interpolated from observed gravity values.
 QT0269
 QT0269;                    North         East    Units  Estimated Accuracy
 QT0269;SPC SD N     -   144,330.      331,940.      MT  (+/- 180 meters Scaled)
 QT0269
 QT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK254932(NAD 83)
 QT0269
 QT0269                          SUPERSEDED SURVEY CONTROL
 QT0269
 QT0269  NGVD 29 (??/??/92)  893.790  (m)         2932.38   (f) ADJ UNCH    2 0
 QT0269
 QT0269.Superseded values are not recommended for survey control.
 QT0269
 QT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0269.See file dsdata.pdf to determine how the superseded data were derived.
 QT0269
 QT0269_MARKER: DB = BENCH MARK DISK
 QT0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0269_STAMPING: K 124 1934
 QT0269_MARK LOGO: CGS
 QT0269_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0269+STABILITY: SURFACE MOTION
 QT0269
 QT0269  HISTORY     - Date     Condition        Report By
 QT0269  HISTORY     - 1934     MONUMENTED       CGS
 QT0269  HISTORY     - 1963     GOOD             CGS
 QT0269
 QT0269                          STATION DESCRIPTION
 QT0269
 QT0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0269'8.4 MI N FROM CASTLE ROCK.
 QT0269'8.45 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 QT0269'AT CASTLE ROCK, 0.15 MILE NORTH ACROSS THE HIGHWAY FROM A GATE
 QT0269'IN A RIGHT-OF-WAY FENCE, 48 FEET WEST OF THE CENTERLINE OF THE
 QT0269'HIGHWAY, 12.3 FEET EAST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH
 QT0269'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 QT0269'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 QT0269'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0060 ***********************************************************************
 QT0060  DESIGNATION -  K 125
 QT0060  PID         -  QT0060
 QT0060  STATE/COUNTY-  SD/PERKINS
 QT0060  COUNTRY     -  US
 QT0060  USGS QUAD   -  FAITH NW (2017)
 QT0060
 QT0060                         *CURRENT SURVEY CONTROL
 QT0060  ______________________________________________________________________
 QT0060* NAD 83(1986) POSITION- 45 07 58.90   (N) 102 08 24.06   (W)   HD_HELD1
 QT0060* NAVD 88 ORTHO HEIGHT -   754.074 (meters)     2473.99  (feet) ADJUSTED
 QT0060  ______________________________________________________________________
 QT0060  GEOID HEIGHT    -        -19.100 (meters)                     GEOID18
 QT0060  DYNAMIC HEIGHT  -        753.938 (meters)     2473.54  (feet) COMP
 QT0060  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 QT0060
 QT0060  VERT ORDER      -  SECOND    CLASS 0
 QT0060
 QT0060.The horizontal coordinates were determined by differentially corrected
 QT0060.hand held GPS observations or other comparable positioning techniques
 QT0060.and have an estimated accuracy of +/- 3 meters.
 QT0060
 QT0060.The orthometric height was determined by differential leveling and
 QT0060.adjusted by the NATIONAL GEODETIC SURVEY
 QT0060.in June 1991.
 QT0060
 QT0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0060.GEOID18 height accuracy estimate available here.
 QT0060
 QT0060.Click photographs - Photos may exist for this station.
 QT0060
 QT0060.The dynamic height is computed by dividing the NAVD 88
 QT0060.geopotential number by the normal gravity value computed on the
 QT0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0060.degrees latitude (g = 980.6199 gals.).
 QT0060
 QT0060.The modeled gravity was interpolated from observed gravity values.
 QT0060
 QT0060;                    North         East    Units  Estimated Accuracy
 QT0060;SPC SD N     -   146,650.3     431,687.0     MT  (+/- 3 meters HH1 GPS) 
 QT0060
 QT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2488701707(NAD 83)
 QT0060
 QT0060                          SUPERSEDED SURVEY CONTROL
 QT0060
 QT0060  NGVD 29 (??/??/92)  753.630  (m)         2472.53   (f) ADJ UNCH    2 0
 QT0060
 QT0060.Superseded values are not recommended for survey control.
 QT0060
 QT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0060.See file dsdata.pdf to determine how the superseded data were derived.
 QT0060
 QT0060_MARKER: DB = BENCH MARK DISK
 QT0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0060_STAMPING: K 125 1934
 QT0060_MARK LOGO: CGS
 QT0060_PROJECTION: PROJECTING 13 CENTIMETERS
 QT0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0060+STABILITY: SURFACE MOTION
 QT0060
 QT0060  HISTORY     - Date     Condition        Report By
 QT0060  HISTORY     - 1934     MONUMENTED       CGS
 QT0060  HISTORY     - 1953     GOOD             CGS
 QT0060
 QT0060                          STATION DESCRIPTION
 QT0060
 QT0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QT0060'12.4 MI N FROM FAITH.
 QT0060'IN PERKINS COUNTY, 12.4 MILES NORTH ALONG STATE HIGHWAY 73 FROM
 QT0060'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 QT0060'AT FAITH, MEADE COUNTY, 5.1 MILES SOUTH OF THE BRIDGE OVER
 QT0060'MOREAU RIVER, 162 YARDS NORTH OF A 2- BY 3-FOOT CONCRETE BOX
 QT0060'CULVERT, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4.5 FEET
 QT0060'SOUTH OF A CORNER FENCE POST, AND 1.0 FOOT WEST OF THE FENCE.  A
 QT0060'STANDARD DISK, STAMPED K 125 1934 AND SET IN THE TOP OF A
 QT0060'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  MAY BE REACHED
 QT0060'BY GOING 2.0 MILES SOUTH OF BRIDGE OVER MOREAU RIVER ON HIGHWAY
 QT0060'73 TO A STEELGATE IN FENCE LINE WEST OF HIGHWAY.  GO SOUTH ALONG
 QT0060'ROUGH TRAIL THAT FORMERLY WAS HIGHWAY 73, 3.0 MILE TO WHERE A
 QT0060'RESERVOIR IS LOCATED 1/4 MILE TO THE WEST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0278 ***********************************************************************
 PU0278  DESIGNATION -  K 126
 PU0278  PID         -  PU0278
 PU0278  STATE/COUNTY-  SD/MEADE
 PU0278  COUNTRY     -  US
 PU0278  USGS QUAD   -  HOWES (2017)
 PU0278
 PU0278                         *CURRENT SURVEY CONTROL
 PU0278  ______________________________________________________________________
 PU0278* NAD 83(1986) POSITION- 44 34 28.89   (N) 102 00 59.41   (W)   HD_HELD1
 PU0278* NAVD 88 ORTHO HEIGHT -   724.807 (meters)     2377.97  (feet) ADJUSTED
 PU0278  ______________________________________________________________________
 PU0278  GEOID HEIGHT    -        -19.941 (meters)                     GEOID18
 PU0278  DYNAMIC HEIGHT  -        724.639 (meters)     2377.42  (feet) COMP
 PU0278  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 PU0278
 PU0278  VERT ORDER      -  SECOND    CLASS 0
 PU0278
 PU0278.The horizontal coordinates were determined by differentially corrected
 PU0278.hand held GPS observations or other comparable positioning techniques
 PU0278.and have an estimated accuracy of +/- 3 meters.
 PU0278
 PU0278.The orthometric height was determined by differential leveling and
 PU0278.adjusted by the NATIONAL GEODETIC SURVEY
 PU0278.in June 1991.
 PU0278
 PU0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0278.GEOID18 height accuracy estimate available here.
 PU0278
 PU0278.Click photographs - Photos may exist for this station.
 PU0278
 PU0278.The dynamic height is computed by dividing the NAVD 88
 PU0278.geopotential number by the normal gravity value computed on the
 PU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0278.degrees latitude (g = 980.6199 gals.).
 PU0278
 PU0278.The modeled gravity was interpolated from observed gravity values.
 PU0278
 PU0278;                    North         East    Units  Estimated Accuracy
 PU0278;SPC SD N     -    84,376.0     439,854.1     MT  (+/- 3 meters HH1 GPS) 
 PU0278
 PU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3688040036(NAD 83)
 PU0278
 PU0278                          SUPERSEDED SURVEY CONTROL
 PU0278
 PU0278  NGVD 29 (??/??/92)  724.353  (m)         2376.48   (f) ADJ UNCH    2 0
 PU0278
 PU0278.Superseded values are not recommended for survey control.
 PU0278
 PU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0278.See file dsdata.pdf to determine how the superseded data were derived.
 PU0278
 PU0278_MARKER: DB = BENCH MARK DISK
 PU0278_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0278_STAMPING: K 126 1934
 PU0278_MARK LOGO: CGS
 PU0278_PROJECTION: PROJECTING 30 CENTIMETERS
 PU0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0278
 PU0278  HISTORY     - Date     Condition        Report By
 PU0278  HISTORY     - 1934     MONUMENTED       CGS
 PU0278  HISTORY     - 1963     GOOD             CGS
 PU0278
 PU0278                          STATION DESCRIPTION
 PU0278
 PU0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0278'4 MI SE FROM HOWES.
 PU0278'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0278'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0278'AND 34, THENCE 3.45 MILES SOUTHEAST ALONG A GRAVELED ROAD, 46
 PU0278'FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF THE
 PU0278'CENTER OF A GATE, 1/2 FOOT EAST OF A FENCE, 129 FEET WEST AND
 PU0278'ACROSS THE ROAD FROM LAST 1950, ABOUT LEVEL WITH THE ROAD, AND
 PU0278'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2439 ***********************************************************************
 PU2439  DESIGNATION -  K 127 RESET
 PU2439  PID         -  PU2439
 PU2439  STATE/COUNTY-  SD/MEADE
 PU2439  COUNTRY     -  US
 PU2439  USGS QUAD   -  WHITE OWL SE (2017)
 PU2439
 PU2439                         *CURRENT SURVEY CONTROL
 PU2439  ______________________________________________________________________
 PU2439* NAD 83(1986) POSITION- 44 36 14.     (N) 102 16 53.     (W)   SCALED
 PU2439* NAVD 88 ORTHO HEIGHT -   784.980 (meters)     2575.39  (feet) ADJUSTED
 PU2439  ______________________________________________________________________
 PU2439  GEOID HEIGHT    -        -19.161 (meters)                     GEOID18
 PU2439  DYNAMIC HEIGHT  -        784.788 (meters)     2574.76  (feet) COMP
 PU2439  MODELED GRAVITY -    980,346.8   (mgal)                       NAVD 88
 PU2439
 PU2439  VERT ORDER      -  FIRST     CLASS II
 PU2439
 PU2439.The horizontal coordinates were scaled from a map and have
 PU2439.an estimated accuracy of +/- 6 seconds.
 PU2439
 PU2439.The orthometric height was determined by differential leveling and
 PU2439.adjusted by the NATIONAL GEODETIC SURVEY
 PU2439.in October 1997.
 PU2439
 PU2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2439.GEOID18 height accuracy estimate available here.
 PU2439
 PU2439.Click photographs - Photos may exist for this station.
 PU2439
 PU2439.The dynamic height is computed by dividing the NAVD 88
 PU2439.geopotential number by the normal gravity value computed on the
 PU2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2439.degrees latitude (g = 980.6199 gals.).
 PU2439
 PU2439.The modeled gravity was interpolated from observed gravity values.
 PU2439
 PU2439;                    North         East    Units  Estimated Accuracy
 PU2439;SPC SD N     -    88,180.      418,910.      MT  (+/- 180 meters Scaled)
 PU2439
 PU2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK157425(NAD 83)
 PU2439
 PU2439                          SUPERSEDED SURVEY CONTROL
 PU2439
 PU2439  NGVD 29 (04/17/07)  784.43   (m)         2573.6    (f) RESET       3  
 PU2439
 PU2439.Superseded values are not recommended for survey control.
 PU2439
 PU2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2439.See file dsdata.pdf to determine how the superseded data were derived.
 PU2439
 PU2439_MARKER: DV = VERTICAL CONTROL DISK
 PU2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2439_STAMPING: K 127 RESET 1990
 PU2439_MARK LOGO: NGS
 PU2439_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2439+STABILITY: SURFACE MOTION
 PU2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2439+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2439
 PU2439  HISTORY     - Date     Condition        Report By
 PU2439  HISTORY     - 1990     MONUMENTED       NGS
 PU2439  HISTORY     - 19950605 GOOD             NGS
 PU2439
 PU2439                          STATION DESCRIPTION
 PU2439
 PU2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2439'12.15 KM (7.55 MI) EAST FROM WHITE OWL OR, 19.15 KM (11.90 MI) WEST
 PU2439'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, ALONG STATE HIGHWAY 34,
 PU2439'THEN 22.86 M (75.00 FT) NORTH FROM THE CENTER OF 34, 39.62 M (129.99
 PU2439'FT) EAST FROM THE CENTER OF A SECTION LINE ROAD, 0.3 M (1.0 FT) SOUTH
 PU2439'FROM A WITNESS POST IN THE RIGHT-OF-WAY FENCE.
 PU2439
 PU2439                          STATION RECOVERY (1995)
 PU2439
 PU2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2439'18.8 KM (11.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU2439'OF STATE HIGHWAY 73 IN HOWES, 332.0 M (1089.2 FT) EAST OF MILEPOST
 PU2439'101, 40.3 M (132.2 FT) EAST OF THE CENTER OF COUNTY ROAD 26 C, 23.2 M
 PU2439'(76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE
 PU2439'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.3 M
 PU2439'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS
 PU2439'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0707 ***********************************************************************
 PU0707  DESIGNATION -  K 129
 PU0707  PID         -  PU0707
 PU0707  STATE/COUNTY-  SD/MEADE
 PU0707  COUNTRY     -  US
 PU0707  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0707
 PU0707                         *CURRENT SURVEY CONTROL
 PU0707  ______________________________________________________________________
 PU0707* NAD 83(1986) POSITION- 44 22 37.     (N) 102 33 44.     (W)   SCALED
 PU0707* NAVD 88 ORTHO HEIGHT -   718.001 (meters)     2355.64  (feet) ADJUSTED
 PU0707  ______________________________________________________________________
 PU0707  GEOID HEIGHT    -        -18.564 (meters)                     GEOID18
 PU0707  DYNAMIC HEIGHT  -        717.816 (meters)     2355.03  (feet) COMP
 PU0707  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 PU0707
 PU0707  VERT ORDER      -  SECOND    CLASS 0
 PU0707
 PU0707.The horizontal coordinates were scaled from a map and have
 PU0707.an estimated accuracy of +/- 6 seconds.
 PU0707
 PU0707.The orthometric height was determined by differential leveling and
 PU0707.adjusted by the NATIONAL GEODETIC SURVEY
 PU0707.in June 1991.
 PU0707
 PU0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0707.GEOID18 height accuracy estimate available here.
 PU0707
 PU0707.Click photographs - Photos may exist for this station.
 PU0707
 PU0707.The dynamic height is computed by dividing the NAVD 88
 PU0707.geopotential number by the normal gravity value computed on the
 PU0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0707.degrees latitude (g = 980.6199 gals.).
 PU0707
 PU0707.The modeled gravity was interpolated from observed gravity values.
 PU0707
 PU0707;                    North         East    Units  Estimated Accuracy
 PU0707;SPC SD N     -    63,640.      395,830.      MT  (+/- 180 meters Scaled)
 PU0707
 PU0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK942166(NAD 83)
 PU0707
 PU0707                          SUPERSEDED SURVEY CONTROL
 PU0707
 PU0707  NGVD 29 (??/??/92)  717.549  (m)         2354.16   (f) ADJ UNCH    2 0
 PU0707
 PU0707.Superseded values are not recommended for survey control.
 PU0707
 PU0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0707.See file dsdata.pdf to determine how the superseded data were derived.
 PU0707
 PU0707_MARKER: DB = BENCH MARK DISK
 PU0707_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0707_STAMPING: K 129 1934
 PU0707_MARK LOGO: CGS
 PU0707_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0707
 PU0707  HISTORY     - Date     Condition        Report By
 PU0707  HISTORY     - 1934     MONUMENTED       CGS
 PU0707
 PU0707                          STATION DESCRIPTION
 PU0707
 PU0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0707'14.3 MI S FROM ENNING.
 PU0707'14.3 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO WASTA FROM
 PU0707'THE POST OFFICE AT ENNING, MEADE COUNTY, ABOUT 5 MILES SOUTH
 PU0707'OF THE POST OFFICE AT BONEITA SPRINGS, ABOUT 1 MILE NORTHEAST
 PU0707'OF THE BRIDGE OVER BELLE FOURCHE RIVER, ON THE SLOPE OF A HILL
 PU0707'LEADING TO THE RIVER, 42 FEET WEST OF THE CENTERLINE OF THE ROAD,
 PU0707'AND 2 FEET EAST OF A FENCE ALONG THE ROAD.  A STANDARD DISK,
 PU0707'STAMPED K 129 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU0707'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0111 ***********************************************************************
 PT0111  DESIGNATION -  K 13
 PT0111  PID         -  PT0111
 PT0111  STATE/COUNTY-  SD/LYMAN
 PT0111  COUNTRY     -  US
 PT0111  USGS QUAD   -  SOUTH OF PIERRE (2017)
 PT0111
 PT0111                         *CURRENT SURVEY CONTROL
 PT0111  ______________________________________________________________________
 PT0111* NAD 83(1986) POSITION- 44 08 13.     (N) 100 18 14.     (W)   SCALED
 PT0111* NAVD 88 ORTHO HEIGHT -   635.812 (meters)     2085.99  (feet) ADJUSTED
 PT0111  ______________________________________________________________________
 PT0111  GEOID HEIGHT    -        -24.141 (meters)                     GEOID18
 PT0111  DYNAMIC HEIGHT  -        635.637 (meters)     2085.42  (feet) COMP
 PT0111  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 PT0111
 PT0111  VERT ORDER      -  FIRST     CLASS II
 PT0111
 PT0111.The horizontal coordinates were scaled from a map and have
 PT0111.an estimated accuracy of +/- 6 seconds.
 PT0111
 PT0111.The orthometric height was determined by differential leveling and
 PT0111.adjusted by the NATIONAL GEODETIC SURVEY
 PT0111.in June 1991.
 PT0111
 PT0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0111.GEOID18 height accuracy estimate available here.
 PT0111
 PT0111.Click photographs - Photos may exist for this station.
 PT0111
 PT0111.The dynamic height is computed by dividing the NAVD 88
 PT0111.geopotential number by the normal gravity value computed on the
 PT0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0111.degrees latitude (g = 980.6199 gals.).
 PT0111
 PT0111.The modeled gravity was interpolated from observed gravity values.
 PT0111
 PT0111;                    North         East    Units  Estimated Accuracy
 PT0111;SPC SD S     -   200,370.      602,360.      MT  (+/- 180 meters Scaled)
 PT0111
 PT0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP957879(NAD 83)
 PT0111
 PT0111                          SUPERSEDED SURVEY CONTROL
 PT0111
 PT0111  NGVD 29 (??/??/92)  635.404  (m)         2084.65   (f) ADJ UNCH    1 2
 PT0111
 PT0111.Superseded values are not recommended for survey control.
 PT0111
 PT0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0111.See file dsdata.pdf to determine how the superseded data were derived.
 PT0111
 PT0111_MARKER: DB = BENCH MARK DISK
 PT0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0111_STAMPING: K 13 1926 2084.655
 PT0111_MARK LOGO: CGS
 PT0111_PROJECTION: FLUSH
 PT0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0111+STABILITY: SURFACE MOTION
 PT0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0111+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1986
 PT0111
 PT0111  HISTORY     - Date     Condition        Report By
 PT0111  HISTORY     - 1926     MONUMENTED       CGS
 PT0111  HISTORY     - 1941     GOOD             CGS
 PT0111  HISTORY     - 1972     MARK NOT FOUND   USGS
 PT0111  HISTORY     - 19860911 GOOD             NGS
 PT0111
 PT0111                          STATION DESCRIPTION
 PT0111
 PT0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0111'16 MI N FROM LYMAN.
 PT0111'16 MILES NORTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 PT0111'VIVIAN, LYMAN COUNTY, ABOUT 0.5 MILE SOUTH OF A FARMHOUSE ON
 PT0111'THE EAST SIDE OF THE HIGHWAY, ABOUT 125 YARDS NORTH OF A LOW
 PT0111'DIP IN THE HIGHWAY, ABOUT 105 YARDS NORTH OF A SECTION CORNER, 35
 PT0111'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF
 PT0111'THE EAST FENCE LINE.  A STANDARD DISK, STAMPED 2084.655 K 13
 PT0111'1926 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 PT0111'THE GROUND.  NOTE-- ROAD HAS BEEN CHANGED.  MARK MAY STILL BE IN
 PT0111'PLACE BUT IF SO IT IS UNDERGROUND.
 PT0111
 PT0111                          STATION RECOVERY (1972)
 PT0111
 PT0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PT0111'MARK NOT FOUND.
 PT0111
 PT0111                          STATION RECOVERY (1986)
 PT0111
 PT0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0111'0.9 KM (0.55 MI) NORTH ALONG COUNTY ROAD 27 FROM THE BANK IN VIVIAN,
 PT0111'THEN RIGHT 0.5 KM (0.30 MI) EAST ALONG 27, THEN LEFT 20.25 KM
 PT0111'(12.6 MI) NORTH ALONG 27, THEN LEFT 1.6 KM (1.00 MI) WEST ALONG
 PT0111'CR 27, THEN RIGHT 3.4 KM (2.10 MI) NORTH ALONG CR 215, THEN LEFT
 PT0111'0.2 KM (0.10 MI) WEST, 0.7 KM (0.45 MI) SOUTH FROM A CATTLE GUARD,
 PT0111'22.56 M (74.0 FT) EAST OF A FENCE AT A SPLICE POST, 10.67 M (35.0 FT)
 PT0111'EAST OF THE FORMER HIGHWAY 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 PT0111'AT THE SW CORNER, OF THE SW 1/4, OF SECTION 22, T 108 N, R 79 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0048 ***********************************************************************
 OT0048  DESIGNATION -  K 130
 OT0048  PID         -  OT0048
 OT0048  STATE/COUNTY-  SD/PENNINGTON
 OT0048  COUNTRY     -  US
 OT0048  USGS QUAD   -  WALL (2017)
 OT0048
 OT0048                         *CURRENT SURVEY CONTROL
 OT0048  ______________________________________________________________________
 OT0048* NAD 83(1986) POSITION- 43 55 19.74   (N) 102 14 18.77   (W)   HD_HELD1
 OT0048* NAVD 88 ORTHO HEIGHT -   890.398 (meters)     2921.25  (feet) ADJUSTED
 OT0048  ______________________________________________________________________
 OT0048  GEOID HEIGHT    -        -19.010 (meters)                     GEOID18
 OT0048  DYNAMIC HEIGHT  -        890.115 (meters)     2920.32  (feet) COMP
 OT0048  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 OT0048
 OT0048  VERT ORDER      -  SECOND    CLASS 0
 OT0048
 OT0048.The horizontal coordinates were determined by differentially corrected
 OT0048.hand held GPS observations or other comparable positioning techniques
 OT0048.and have an estimated accuracy of +/- 3 meters.
 OT0048
 OT0048.The orthometric height was determined by differential leveling and
 OT0048.adjusted by the NATIONAL GEODETIC SURVEY
 OT0048.in June 1991.
 OT0048
 OT0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0048.GEOID18 height accuracy estimate available here.
 OT0048
 OT0048.Click photographs - Photos may exist for this station.
 OT0048
 OT0048.The dynamic height is computed by dividing the NAVD 88
 OT0048.geopotential number by the normal gravity value computed on the
 OT0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0048.degrees latitude (g = 980.6199 gals.).
 OT0048
 OT0048.The modeled gravity was interpolated from observed gravity values.
 OT0048
 OT0048;                    North         East    Units  Estimated Accuracy
 OT0048;SPC SD S     -   178,260.3     447,015.9     MT  (+/- 3 meters HH1 GPS) 
 OT0048
 OT0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2168966933(NAD 83)
 OT0048
 OT0048                          SUPERSEDED SURVEY CONTROL
 OT0048
 OT0048  NGVD 29 (??/??/92)  889.934  (m)         2919.73   (f) ADJ UNCH    2 0
 OT0048
 OT0048.Superseded values are not recommended for survey control.
 OT0048
 OT0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0048.See file dsdata.pdf to determine how the superseded data were derived.
 OT0048
 OT0048_MARKER: DB = BENCH MARK DISK
 OT0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0048_STAMPING: K 130 1934
 OT0048_MARK LOGO: CGS
 OT0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0048+STABILITY: SURFACE MOTION
 OT0048
 OT0048  HISTORY     - Date     Condition        Report By
 OT0048  HISTORY     - 1934     MONUMENTED       CGS
 OT0048  HISTORY     - 1962     GOOD             CGS
 OT0048
 OT0048                          STATION DESCRIPTION
 OT0048
 OT0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0048'5.1 MI S FROM WALL.
 OT0048'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0048'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0048'4.7 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION 29, T 1 S,
 OT0048'R 16 E, 0.3 MILE NORTH OF A ROAD SIDE PARK ON THE EAST SIDE OF THE
 OT0048'HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37
 OT0048'FEET NORTH OF A POWER POLE, 12 1/2 FEET NORTH OF THE CENTER
 OT0048'LINE OF A DIM TRAIL ROAD, 6 FEET WEST OF A FENCE, ABOUT 2 FEET
 OT0048'ABOVE THE LEVEL OF THE HIGHWAY, 1.5 FEET SOUTHEAST OF A METAL
 OT0048'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0048'6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0616 ***********************************************************************
 PU0616  DESIGNATION -  K 131
 PU0616  PID         -  PU0616
 PU0616  STATE/COUNTY-  SD/PENNINGTON
 PU0616  COUNTRY     -  US
 PU0616  USGS QUAD   -  OWANKA SW (2017)
 PU0616
 PU0616                         *CURRENT SURVEY CONTROL
 PU0616  ______________________________________________________________________
 PU0616* NAD 83(1986) POSITION- 44 03 24.     (N) 102 41 05.     (W)   SCALED
 PU0616* NAVD 88 ORTHO HEIGHT -   808.137 (meters)     2651.36  (feet) ADJUSTED
 PU0616  ______________________________________________________________________
 PU0616  GEOID HEIGHT    -        -17.875 (meters)                     GEOID18
 PU0616  DYNAMIC HEIGHT  -        807.886 (meters)     2650.54  (feet) COMP
 PU0616  MODELED GRAVITY -    980,281.3   (mgal)                       NAVD 88
 PU0616
 PU0616  VERT ORDER      -  SECOND    CLASS 0
 PU0616
 PU0616.The horizontal coordinates were scaled from a map and have
 PU0616.an estimated accuracy of +/- 6 seconds.
 PU0616
 PU0616.The orthometric height was determined by differential leveling and
 PU0616.adjusted by the NATIONAL GEODETIC SURVEY
 PU0616.in June 1991.
 PU0616
 PU0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0616.GEOID18 height accuracy estimate available here.
 PU0616
 PU0616.Click photographs - Photos may exist for this station.
 PU0616
 PU0616.The dynamic height is computed by dividing the NAVD 88
 PU0616.geopotential number by the normal gravity value computed on the
 PU0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0616.degrees latitude (g = 980.6199 gals.).
 PU0616
 PU0616.The modeled gravity was interpolated from observed gravity values.
 PU0616
 PU0616;                    North         East    Units  Estimated Accuracy
 PU0616;SPC SD S     -   194,120.      411,620.      MT  (+/- 180 meters Scaled)
 PU0616
 PU0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ854807(NAD 83)
 PU0616
 PU0616                          SUPERSEDED SURVEY CONTROL
 PU0616
 PU0616  NGVD 29 (??/??/92)  807.672  (m)         2649.84   (f) ADJ UNCH    2 0
 PU0616
 PU0616.Superseded values are not recommended for survey control.
 PU0616
 PU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0616.See file dsdata.pdf to determine how the superseded data were derived.
 PU0616
 PU0616_MARKER: DB = BENCH MARK DISK
 PU0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0616_STAMPING: K 131 1934
 PU0616_MARK LOGO: CGS
 PU0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0616+STABILITY: SURFACE MOTION
 PU0616
 PU0616  HISTORY     - Date     Condition        Report By
 PU0616  HISTORY     - 1934     MONUMENTED       CGS
 PU0616
 PU0616                          STATION DESCRIPTION
 PU0616
 PU0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0616'5.5 MI W FROM OWANKA.
 PU0616'5.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0616'THE STATION AT OWANKA, PENNINGTON COUNTY, 36 YARDS WEST OF
 PU0616'MILEPOST 621, 400 YARDS EAST OF WOODEN TRESTLE 1891, 64 YARDS
 PU0616'WEST OF CULVERT 1890, 45.3 FEET NORTH OF THE NORTH RAIL, 1.5 FEET
 PU0616'SOUTH OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE
 PU0616'POST PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0282 ***********************************************************************
 OT0282  DESIGNATION -  K 132
 OT0282  PID         -  OT0282
 OT0282  STATE/COUNTY-  SD/SHANNON
 OT0282  COUNTRY     -  US
 OT0282  USGS QUAD   -  STIRK TABLE (2017)
 OT0282
 OT0282                         *CURRENT SURVEY CONTROL
 OT0282  ______________________________________________________________________
 OT0282* NAD 83(1986) POSITION- 43 35 10.19   (N) 102 30 21.77   (W)   HD_HELD1
 OT0282* NAVD 88 ORTHO HEIGHT -   841.841 (meters)     2761.94  (feet) ADJUSTED
 OT0282  ______________________________________________________________________
 OT0282  GEOID HEIGHT    -        -18.391 (meters)                     GEOID18
 OT0282  DYNAMIC HEIGHT  -        841.542 (meters)     2760.96  (feet) COMP
 OT0282  MODELED GRAVITY -    980,236.4   (mgal)                       NAVD 88
 OT0282
 OT0282  VERT ORDER      -  SECOND    CLASS 0
 OT0282
 OT0282.The horizontal coordinates were determined by differentially corrected
 OT0282.hand held GPS observations or other comparable positioning techniques
 OT0282.and have an estimated accuracy of +/- 3 meters.
 OT0282
 OT0282.The orthometric height was determined by differential leveling and
 OT0282.adjusted by the NATIONAL GEODETIC SURVEY
 OT0282.in June 1991.
 OT0282
 OT0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0282.GEOID18 height accuracy estimate available here.
 OT0282
 OT0282.Click photographs - Photos may exist for this station.
 OT0282
 OT0282.The dynamic height is computed by dividing the NAVD 88
 OT0282.geopotential number by the normal gravity value computed on the
 OT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0282.degrees latitude (g = 980.6199 gals.).
 OT0282
 OT0282.The modeled gravity was interpolated from observed gravity values.
 OT0282
 OT0282;                    North         East    Units  Estimated Accuracy
 OT0282;SPC SD S     -   141,473.1     424,564.5     MT  (+/- 3 meters HH1 GPS) 
 OT0282
 OT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0133828932(NAD 83)
 OT0282
 OT0282                          SUPERSEDED SURVEY CONTROL
 OT0282
 OT0282  NGVD 29 (??/??/92)  841.393  (m)         2760.47   (f) ADJ UNCH    2 0
 OT0282
 OT0282.Superseded values are not recommended for survey control.
 OT0282
 OT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0282.See file dsdata.pdf to determine how the superseded data were derived.
 OT0282
 OT0282_MARKER: DB = BENCH MARK DISK
 OT0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0282_STAMPING: K 132 1934
 OT0282_MARK LOGO: CGS
 OT0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0282+STABILITY: SURFACE MOTION
 OT0282
 OT0282  HISTORY     - Date     Condition        Report By
 OT0282  HISTORY     - 1934     MONUMENTED       CGS
 OT0282
 OT0282                          STATION DESCRIPTION
 OT0282
 OT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0282'14.5 MI S FROM SCENIC.
 OT0282'IN WASHINGTON COUNTY, 14.5 MILES SOUTH ALONG THE ROAD LEADING
 OT0282'TO MANDERSON AND BRENNAN FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0282'AND PACIFIC RAILROAD STATION AT SCENIC, PENNINGTON COUNTY, AT A
 OT0282'CURVE, 54 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3.2 FEET
 OT0282'EAST OF THE FENCE POST IN A 70-DEGREE ANGLE OF THE FENCE.  A
 OT0282'STANDARD DISK, STAMPED K 132 1934 AND SET IN THE TOP OF A CONCRETE
 OT0282'POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- MARK IS LOCATED
 OT0282'IN SHANNON COUNTY INSTEAD OF WASHINGTON COUNTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0205 ***********************************************************************
 OT0205  DESIGNATION -  K 133
 OT0205  PID         -  OT0205
 OT0205  STATE/COUNTY-  SD/SHANNON
 OT0205  COUNTRY     -  US
 OT0205  USGS QUAD   -  BATESLAND NW (2017)
 OT0205
 OT0205                         *CURRENT SURVEY CONTROL
 OT0205  ______________________________________________________________________
 OT0205* NAD 83(1986) POSITION- 43 07 47.     (N) 102 13 40.     (W)   SCALED
 OT0205* NAVD 88 ORTHO HEIGHT -  1052.425 (meters)     3452.83  (feet) ADJUSTED
 OT0205  ______________________________________________________________________
 OT0205  GEOID HEIGHT    -        -18.681 (meters)                     GEOID18
 OT0205  DYNAMIC HEIGHT  -       1051.953 (meters)     3451.28  (feet) COMP
 OT0205  MODELED GRAVITY -    980,136.0   (mgal)                       NAVD 88
 OT0205
 OT0205  VERT ORDER      -  SECOND    CLASS 0
 OT0205
 OT0205.The horizontal coordinates were scaled from a map and have
 OT0205.an estimated accuracy of +/- 6 seconds.
 OT0205
 OT0205.The orthometric height was determined by differential leveling and
 OT0205.adjusted by the NATIONAL GEODETIC SURVEY
 OT0205.in June 1991.
 OT0205
 OT0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0205.GEOID18 height accuracy estimate available here.
 OT0205
 OT0205.Click photographs - Photos may exist for this station.
 OT0205
 OT0205.The dynamic height is computed by dividing the NAVD 88
 OT0205.geopotential number by the normal gravity value computed on the
 OT0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0205.degrees latitude (g = 980.6199 gals.).
 OT0205
 OT0205.The modeled gravity was interpolated from observed gravity values.
 OT0205
 OT0205;                    North         East    Units  Estimated Accuracy
 OT0205;SPC SD S     -    90,230.      445,870.      MT  (+/- 180 meters Scaled)
 OT0205
 OT0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH254789(NAD 83)
 OT0205
 OT0205                          SUPERSEDED SURVEY CONTROL
 OT0205
 OT0205  NGVD 29 (??/??/92) 1051.919  (m)         3451.17   (f) ADJ UNCH    2 0
 OT0205
 OT0205.Superseded values are not recommended for survey control.
 OT0205
 OT0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0205.See file dsdata.pdf to determine how the superseded data were derived.
 OT0205
 OT0205_MARKER: DB = BENCH MARK DISK
 OT0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0205_STAMPING: K 133 1934
 OT0205_MARK LOGO: CGS
 OT0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0205+STABILITY: SURFACE MOTION
 OT0205
 OT0205  HISTORY     - Date     Condition        Report By
 OT0205  HISTORY     - 1934     MONUMENTED       CGS
 OT0205  HISTORY     - 1964     MARK NOT FOUND   USGS
 OT0205
 OT0205                          STATION DESCRIPTION
 OT0205
 OT0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0205'8 MI E FROM BRENNAN.
 OT0205'IN SHANNON COUNTY, SOUTH DAKOTA, 8 MILES EAST ALONG U.S. HIGHWAY
 OT0205'18 FROM THE POST OFFICE AT BRENNAN, SHANNON COUNTY, SOUTH
 OT0205'DAKOTA, 23.9 MILES NORTH OF GORDON, SHERIDAN COUNTY, NEBRASKA,
 OT0205'AT THE JUNCTION OF STATE HIGHWAY 75, 51 FEET SOUTH OF THE
 OT0205'CENTERLINE OF U.S. HIGHWAY 18, AND 46 FEET NORTHEAST OF THE
 OT0205'CENTERLINE OF STATE HIGHWAY 75 AT A CURVE.  A STANDARD DISK,
 OT0205'STAMPED K 133 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0205'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- HIGHWAY HAS BEEN
 OT0205'REALIGNED.  BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED KNEE.
 OT0205
 OT0205                          STATION RECOVERY (1964)
 OT0205
 OT0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OT0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0417 ***********************************************************************
 OT0417  DESIGNATION -  K 134
 OT0417  PID         -  OT0417
 OT0417  STATE/COUNTY-  SD/FALL RIVER
 OT0417  COUNTRY     -  US
 OT0417  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0417
 OT0417                         *CURRENT SURVEY CONTROL
 OT0417  ______________________________________________________________________
 OT0417* NAD 83(1986) POSITION- 43 02 58.     (N) 103 16 40.     (W)   SCALED
 OT0417* NAVD 88 ORTHO HEIGHT -  1065.678 (meters)     3496.31  (feet) ADJUSTED
 OT0417  ______________________________________________________________________
 OT0417  GEOID HEIGHT    -        -16.975 (meters)                     GEOID18
 OT0417  DYNAMIC HEIGHT  -       1065.187 (meters)     3494.70  (feet) COMP
 OT0417  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 OT0417
 OT0417  VERT ORDER      -  SECOND    CLASS 0
 OT0417
 OT0417.The horizontal coordinates were scaled from a map and have
 OT0417.an estimated accuracy of +/- 6 seconds.
 OT0417
 OT0417.The orthometric height was determined by differential leveling and
 OT0417.adjusted by the NATIONAL GEODETIC SURVEY
 OT0417.in June 1991.
 OT0417
 OT0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0417.GEOID18 height accuracy estimate available here.
 OT0417
 OT0417.Click photographs - Photos may exist for this station.
 OT0417
 OT0417.The dynamic height is computed by dividing the NAVD 88
 OT0417.geopotential number by the normal gravity value computed on the
 OT0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0417.degrees latitude (g = 980.6199 gals.).
 OT0417
 OT0417.The modeled gravity was interpolated from observed gravity values.
 OT0417
 OT0417;                    North         East    Units  Estimated Accuracy
 OT0417;SPC SD S     -    83,810.      360,160.      MT  (+/- 180 meters Scaled)
 OT0417
 OT0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH402677(NAD 83)
 OT0417
 OT0417                          SUPERSEDED SURVEY CONTROL
 OT0417
 OT0417  NGVD 29 (??/??/92) 1065.124  (m)         3494.49   (f) ADJ UNCH    2 0
 OT0417
 OT0417.Superseded values are not recommended for survey control.
 OT0417
 OT0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0417.See file dsdata.pdf to determine how the superseded data were derived.
 OT0417
 OT0417_MARKER: DB = BENCH MARK DISK
 OT0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0417_STAMPING: K 134 1934
 OT0417_MARK LOGO: CGS
 OT0417_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0417+STABILITY: SURFACE MOTION
 OT0417
 OT0417  HISTORY     - Date     Condition        Report By
 OT0417  HISTORY     - 1934     MONUMENTED       CGS
 OT0417
 OT0417                          STATION DESCRIPTION
 OT0417
 OT0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0417'4.9 MI N FROM WAYSIDE.
 OT0417'IN FALL RIVER COUNTY, SOUTH DAKOTA, 4.9 MILES NORTH ALONG THE
 OT0417'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT WAYSIDE,
 OT0417'DAWES COUNTY, NEBRASKA, 205 YARDS SOUTH OF MILEPOST 17, 59 FEET
 OT0417'WEST OF THE SOUTHWEST CORNER OF WOODEN TRESTLE H 27, 59.5 FEET
 OT0417'WEST OF THE WEST RAIL, AND 13 FEET WEST OF THE RIGHT-OF-WAY
 OT0417'FENCE.  A STANDARD DISK, STAMPED K 134 1934 AND SET IN THE TOP
 OT0417'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0225 ***********************************************************************
 OT0225  DESIGNATION -  K 135
 OT0225  PID         -  OT0225
 OT0225  STATE/COUNTY-  SD/SHANNON
 OT0225  COUNTRY     -  US
 OT0225  USGS QUAD   -  WILLOW CREEK (2017)
 OT0225
 OT0225                         *CURRENT SURVEY CONTROL
 OT0225  ______________________________________________________________________
 OT0225* NAD 83(1986) POSITION- 43 15 18.     (N) 102 50 40.     (W)   SCALED
 OT0225* NAVD 88 ORTHO HEIGHT -   887.080 (meters)     2910.36  (feet) ADJUSTED
 OT0225  ______________________________________________________________________
 OT0225  GEOID HEIGHT    -        -17.718 (meters)                     GEOID18
 OT0225  DYNAMIC HEIGHT  -        886.722 (meters)     2909.19  (feet) COMP
 OT0225  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 OT0225
 OT0225  VERT ORDER      -  SECOND    CLASS 0
 OT0225
 OT0225.The horizontal coordinates were scaled from a map and have
 OT0225.an estimated accuracy of +/- 6 seconds.
 OT0225
 OT0225.The orthometric height was determined by differential leveling and
 OT0225.adjusted by the NATIONAL GEODETIC SURVEY
 OT0225.in June 1991.
 OT0225
 OT0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0225.GEOID18 height accuracy estimate available here.
 OT0225
 OT0225.Click photographs - Photos may exist for this station.
 OT0225
 OT0225.The dynamic height is computed by dividing the NAVD 88
 OT0225.geopotential number by the normal gravity value computed on the
 OT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0225.degrees latitude (g = 980.6199 gals.).
 OT0225
 OT0225.The modeled gravity was interpolated from observed gravity values.
 OT0225
 OT0225;                    North         East    Units  Estimated Accuracy
 OT0225;SPC SD S     -   105,470.      396,140.      MT  (+/- 180 meters Scaled)
 OT0225
 OT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH749913(NAD 83)
 OT0225
 OT0225                          SUPERSEDED SURVEY CONTROL
 OT0225
 OT0225  NGVD 29 (??/??/92)  886.600  (m)         2908.79   (f) ADJ UNCH    2 0
 OT0225
 OT0225.Superseded values are not recommended for survey control.
 OT0225
 OT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0225.See file dsdata.pdf to determine how the superseded data were derived.
 OT0225
 OT0225_MARKER: DB = BENCH MARK DISK
 OT0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0225_STAMPING: K 135 1934
 OT0225_MARK LOGO: CGS
 OT0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0225+STABILITY: SURFACE MOTION
 OT0225
 OT0225  HISTORY     - Date     Condition        Report By
 OT0225  HISTORY     - 1934     MONUMENTED       CGS
 OT0225
 OT0225                          STATION DESCRIPTION
 OT0225
 OT0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0225'8.6 MI NW FROM OGLALA.
 OT0225'8.6 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE STORE AND
 OT0225'POST OFFICE AT OGLALA, SHANNON COUNTY, 0.9 MILE WEST OF THE
 OT0225'BRIDGE OVER WHITE RIVER, 60 YARDS WEST OF THE JUNCTION OF
 OT0225'STATE HIGHWAY 52, 53 FEET NORTHWEST OF THE CENTERLINE OF STATE
 OT0225'HIGHWAY 52, AND 49 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 OT0225'18.  A STANDARD DISK, STAMPED K 135 1934 AND SET IN THE TOP OF A
 OT0225'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0333 ***********************************************************************
 OS0333  DESIGNATION -  K 136
 OS0333  PID         -  OS0333
 OS0333  STATE/COUNTY-  SD/TODD
 OS0333  COUNTRY     -  US
 OS0333  USGS QUAD   -  EAGLE MANS BUTTE (2017)
 OS0333
 OS0333                         *CURRENT SURVEY CONTROL
 OS0333  ______________________________________________________________________
 OS0333* NAD 83(1986) POSITION- 43 16 59.     (N) 101 08 10.     (W)   SCALED
 OS0333* NAVD 88 ORTHO HEIGHT -   864.817 (meters)     2837.32  (feet) ADJUSTED
 OS0333  ______________________________________________________________________
 OS0333  GEOID HEIGHT    -        -21.607 (meters)                     GEOID18
 OS0333  DYNAMIC HEIGHT  -        864.472 (meters)     2836.19  (feet) COMP
 OS0333  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 OS0333
 OS0333  VERT ORDER      -  SECOND    CLASS 0
 OS0333
 OS0333.The horizontal coordinates were scaled from a map and have
 OS0333.an estimated accuracy of +/- 6 seconds.
 OS0333
 OS0333.The orthometric height was determined by differential leveling and
 OS0333.adjusted by the NATIONAL GEODETIC SURVEY
 OS0333.in June 1991.
 OS0333
 OS0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0333.GEOID18 height accuracy estimate available here.
 OS0333
 OS0333.Click photographs - Photos may exist for this station.
 OS0333
 OS0333.The dynamic height is computed by dividing the NAVD 88
 OS0333.geopotential number by the normal gravity value computed on the
 OS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0333.degrees latitude (g = 980.6199 gals.).
 OS0333
 OS0333.The modeled gravity was interpolated from observed gravity values.
 OS0333
 OS0333;                    North         East    Units  Estimated Accuracy
 OS0333;SPC SD S     -   105,820.      534,850.      MT  (+/- 180 meters Scaled)
 OS0333
 OS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN266944(NAD 83)
 OS0333
 OS0333                          SUPERSEDED SURVEY CONTROL
 OS0333
 OS0333  NGVD 29 (??/??/92)  864.391  (m)         2835.92   (f) ADJ UNCH    2 0
 OS0333
 OS0333.Superseded values are not recommended for survey control.
 OS0333
 OS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0333.See file dsdata.pdf to determine how the superseded data were derived.
 OS0333
 OS0333_MARKER: DB = BENCH MARK DISK
 OS0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0333_STAMPING: K 136 1934
 OS0333_MARK LOGO: CGS
 OS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0333+STABILITY: SURFACE MOTION
 OS0333
 OS0333  HISTORY     - Date     Condition        Report By
 OS0333  HISTORY     - 1934     MONUMENTED       CGS
 OS0333
 OS0333                          STATION DESCRIPTION
 OS0333
 OS0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0333'6.2 MI W FROM PARMELEE.
 OS0333'IS LOCATED 6.2 MILES WEST OF THE POST OFFICE AT PARMELEE, ABOUT
 OS0333'90 YARDS WEST OF A CREEK, 105 FEET SOUTHWEST OF 90 DEGREE TURN
 OS0333'IN HIGHWAY, 46 FEET SOUTH OF CENTERLINE OF HIGHWAY.  STANDARD
 OS0333'TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.  STAMPED
 OS0333'K 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0238 ***********************************************************************
 OS0238  DESIGNATION -  K 137
 OS0238  PID         -  OS0238
 OS0238  STATE/COUNTY-  SD/MELLETTE
 OS0238  COUNTRY     -  US
 OS0238  USGS QUAD   -  WHITE RIVER SE (2017)
 OS0238
 OS0238                         *CURRENT SURVEY CONTROL
 OS0238  ______________________________________________________________________
 OS0238* NAD 83(1986) POSITION- 43 30 02.     (N) 100 32 58.     (W)   SCALED
 OS0238* NAVD 88 ORTHO HEIGHT -   699.062 (meters)     2293.51  (feet) ADJUSTED
 OS0238  ______________________________________________________________________
 OS0238  GEOID HEIGHT    -        -24.236 (meters)                     GEOID18
 OS0238  DYNAMIC HEIGHT  -        698.799 (meters)     2292.64  (feet) COMP
 OS0238  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 OS0238
 OS0238  VERT ORDER      -  SECOND    CLASS 0
 OS0238
 OS0238.The horizontal coordinates were scaled from a map and have
 OS0238.an estimated accuracy of +/- 6 seconds.
 OS0238
 OS0238.The orthometric height was determined by differential leveling and
 OS0238.adjusted by the NATIONAL GEODETIC SURVEY
 OS0238.in June 1991.
 OS0238
 OS0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0238.GEOID18 height accuracy estimate available here.
 OS0238
 OS0238.Click photographs - Photos may exist for this station.
 OS0238
 OS0238.The dynamic height is computed by dividing the NAVD 88
 OS0238.geopotential number by the normal gravity value computed on the
 OS0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0238.degrees latitude (g = 980.6199 gals.).
 OS0238
 OS0238.The modeled gravity was interpolated from observed gravity values.
 OS0238
 OS0238;                    North         East    Units  Estimated Accuracy
 OS0238;SPC SD S     -   129,690.      582,520.      MT  (+/- 180 meters Scaled)
 OS0238
 OS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP747175(NAD 83)
 OS0238
 OS0238                          SUPERSEDED SURVEY CONTROL
 OS0238
 OS0238  NGVD 29 (??/??/92)  698.628  (m)         2292.08   (f) ADJ UNCH    2 0
 OS0238
 OS0238.Superseded values are not recommended for survey control.
 OS0238
 OS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0238.See file dsdata.pdf to determine how the superseded data were derived.
 OS0238
 OS0238_MARKER: DB = BENCH MARK DISK
 OS0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0238_STAMPING: K 137 1934
 OS0238_MARK LOGO: CGS
 OS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0238+STABILITY: SURFACE MOTION
 OS0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0238+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1986
 OS0238
 OS0238  HISTORY     - Date     Condition        Report By
 OS0238  HISTORY     - 1934     MONUMENTED       CGS
 OS0238  HISTORY     - 19861031 SEE DESCRIPTION  NGS
 OS0238
 OS0238                          STATION DESCRIPTION
 OS0238
 OS0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0238'3.9 MI W FROM WOOD.
 OS0238'3.9 MILES WEST ALONG STATE HIGHWAY 40 FROM THE CHICAGO AND
 OS0238'NORTH WESTERN RAILWAY STATION AT WOOD, MELLETTE COUNTY,
 OS0238'2.1 MILES WEST OF A CONCRETE BRIDGE, 90 FEET NORTH OF THE
 OS0238'CENTERLINE OF THE HIGHWAY, 26 FEET WEST OF THE CENTERLINE
 OS0238'OF A SECTION-LINE ROAD, AND 3 FEET WEST OF A FENCE LINE.  A
 OS0238'STANDARD DISK, STAMPED K 137 1934 AND SET IN THE TOP OF A
 OS0238'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OS0238
 OS0238                          STATION RECOVERY (1986)
 OS0238
 OS0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OS0238'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0710 ***********************************************************************
 OR0710  DESIGNATION -  K 138
 OR0710  PID         -  OR0710
 OR0710  STATE/COUNTY-  SD/TRIPP
 OR0710  COUNTRY     -  US
 OR0710  USGS QUAD   -  WINNER SOUTH (2017)
 OR0710
 OR0710                         *CURRENT SURVEY CONTROL
 OR0710  ______________________________________________________________________
 OR0710* NAD 83(1986) POSITION- 43 20 18.     (N) 099 48 00.     (W)   SCALED
 OR0710* NAVD 88 ORTHO HEIGHT -   624.922 (meters)     2050.26  (feet) ADJUSTED
 OR0710  ______________________________________________________________________
 OR0710  GEOID HEIGHT    -        -25.317 (meters)                     GEOID18
 OR0710  DYNAMIC HEIGHT  -        624.695 (meters)     2049.52  (feet) COMP
 OR0710  MODELED GRAVITY -    980,235.9   (mgal)                       NAVD 88
 OR0710
 OR0710  VERT ORDER      -  SECOND    CLASS 0
 OR0710
 OR0710.The horizontal coordinates were scaled from a map and have
 OR0710.an estimated accuracy of +/- 6 seconds.
 OR0710
 OR0710.The orthometric height was determined by differential leveling and
 OR0710.adjusted by the NATIONAL GEODETIC SURVEY
 OR0710.in June 1991.
 OR0710
 OR0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0710.GEOID18 height accuracy estimate available here.
 OR0710
 OR0710.Click photographs - Photos may exist for this station.
 OR0710
 OR0710.The dynamic height is computed by dividing the NAVD 88
 OR0710.geopotential number by the normal gravity value computed on the
 OR0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0710.degrees latitude (g = 980.6199 gals.).
 OR0710
 OR0710.The modeled gravity was interpolated from observed gravity values.
 OR0710
 OR0710;                    North         East    Units  Estimated Accuracy
 OR0710;SPC SD S     -   111,790.      643,250.      MT  (+/- 180 meters Scaled)
 OR0710
 OR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN351986(NAD 83)
 OR0710
 OR0710                          SUPERSEDED SURVEY CONTROL
 OR0710
 OR0710  NGVD 29 (??/??/92)  624.574  (m)         2049.12   (f) ADJ UNCH    2 0
 OR0710
 OR0710.Superseded values are not recommended for survey control.
 OR0710
 OR0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0710.See file dsdata.pdf to determine how the superseded data were derived.
 OR0710
 OR0710_MARKER: DB = BENCH MARK DISK
 OR0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0710_STAMPING: K 138 1934
 OR0710_MARK LOGO: CGS
 OR0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0710+STABILITY: SURFACE MOTION
 OR0710
 OR0710  HISTORY     - Date     Condition        Report By
 OR0710  HISTORY     - 1934     MONUMENTED       CGS
 OR0710  HISTORY     - 1973     MARK NOT FOUND   NGS
 OR0710  HISTORY     - 1977     MARK NOT FOUND   USGS
 OR0710  HISTORY     - 19870709 SEE DESCRIPTION  NGS
 OR0710
 OR0710                          STATION DESCRIPTION
 OR0710
 OR0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0710'4.3 MI SE FROM WINNER.
 OR0710'4.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0710'FROM THE STATION AT WINNER, TRIPP COUNTY, ABOUT 150 YARDS
 OR0710'NORTHWEST OF THE CROSSING OF A FARM ROAD, 45.5 FEET NORTHEAST
 OR0710'OF THE NORTHEAST RAIL, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 OR0710'FENCE.  A STANDARD DISK, STAMPED K 138 1934 AND SET IN THE TOP
 OR0710'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OR0710
 OR0710                          STATION RECOVERY (1973)
 OR0710
 OR0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OR0710'MARK NOT FOUND.
 OR0710
 OR0710                          STATION RECOVERY (1977)
 OR0710
 OR0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OR0710'MARK NOT FOUND.
 OR0710
 OR0710                          STATION RECOVERY (1987)
 OR0710
 OR0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0710'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.  THE TRAIN
 OR0710'STATION HAS BEEN MOVED, THE TRACKS ARE GONE, THE RIGHT OF WAY
 OR0710'FENCE IS GONE AND THE ADJACENT LAND IS IN CULTIVATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0557 ***********************************************************************
 OR0557  DESIGNATION -  K 139
 OR0557  PID         -  OR0557
 OR0557  STATE/COUNTY-  SD/GREGORY
 OR0557  COUNTRY     -  US
 OR0557  USGS QUAD   -  SAINT CHARLES (2017)
 OR0557
 OR0557                         *CURRENT SURVEY CONTROL
 OR0557  ______________________________________________________________________
 OR0557* NAD 83(1986) POSITION- 43 04 57.     (N) 099 05 27.     (W)   SCALED
 OR0557* NAVD 88 ORTHO HEIGHT -   629.770 (meters)     2066.17  (feet) ADJUSTED
 OR0557  ______________________________________________________________________
 OR0557  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 OR0557  DYNAMIC HEIGHT  -        629.536 (meters)     2065.40  (feet) COMP
 OR0557  MODELED GRAVITY -    980,229.0   (mgal)                       NAVD 88
 OR0557
 OR0557  VERT ORDER      -  FIRST     CLASS II
 OR0557
 OR0557.The horizontal coordinates were scaled from a map and have
 OR0557.an estimated accuracy of +/- 6 seconds.
 OR0557
 OR0557.The orthometric height was determined by differential leveling and
 OR0557.adjusted by the NATIONAL GEODETIC SURVEY
 OR0557.in June 1991.
 OR0557
 OR0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0557.GEOID18 height accuracy estimate available here.
 OR0557
 OR0557.Click photographs - Photos may exist for this station.
 OR0557
 OR0557.The dynamic height is computed by dividing the NAVD 88
 OR0557.geopotential number by the normal gravity value computed on the
 OR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0557.degrees latitude (g = 980.6199 gals.).
 OR0557
 OR0557.The modeled gravity was interpolated from observed gravity values.
 OR0557
 OR0557;                    North         East    Units  Estimated Accuracy
 OR0557;SPC SD S     -    83,980.      701,170.      MT  (+/- 180 meters Scaled)
 OR0557
 OR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN926699(NAD 83)
 OR0557
 OR0557                          SUPERSEDED SURVEY CONTROL
 OR0557
 OR0557.No superseded survey control is available for this station.
 OR0557
 OR0557_MARKER: DB = BENCH MARK DISK
 OR0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0557_STAMPING: K 139 1934
 OR0557_MARK LOGO: CGS
 OR0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0557+STABILITY: SURFACE MOTION
 OR0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0557+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0557
 OR0557  HISTORY     - Date     Condition        Report By
 OR0557  HISTORY     - 1934     MONUMENTED       CGS
 OR0557  HISTORY     - 1940     GOOD             CGS
 OR0557  HISTORY     - 19930927 GOOD             NGS
 OR0557  HISTORY     - 20120115 GOOD             INDIV
 OR0557
 OR0557                          STATION DESCRIPTION
 OR0557
 OR0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0557'0.3 MI SE FROM ST CHARLES.
 OR0557'ABOUT 0.3 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0557'RAILWAY FROM THE STATION AT ST. CHARLES, GREGORY COUNTY, ABOUT
 OR0557'122.0 FEET NORTHWEST OF THE CENTER OF THE PLANKING AT THE
 OR0557'CROSSING OF A SECTION-LINE ROAD, AT THE SOUTHEAST END OF A
 OR0557'SWITCH, 56 FEET NORTHEAST OF THE SOUTHEAST END OF A SIDETRACK,
 OR0557'37.9 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 0.7 FOOT SOUTH
 OR0557'OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED K 139 1934
 OR0557'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 OR0557'ABOVE GROUND.
 OR0557
 OR0557                          STATION RECOVERY (1940)
 OR0557
 OR0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0557'RECOVERED IN GOOD CONDITION.
 OR0557
 OR0557                          STATION RECOVERY (1993)
 OR0557
 OR0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0557'12.6 KM (7.80 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0557'OF MAIN STREET IN BONESTEEL, 117.4 M (385.2 FT) EAST OF THE HIGHWAY
 OR0557'CENTERLINE, 31.0 M (101.7 FT) NORTHWEST OF THE CENTER OF A TRACK
 OR0557'ROAD, 22.0 M (72.2 FT) NORTH OF A LARGE FENCE POST, 0.3 M (1.0 FT)
 OR0557'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OR0557'SURFACE.
 OR0557
 OR0557                          STATION RECOVERY (2012)
 OR0557
 OR0557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0161 ***********************************************************************
 PT0161  DESIGNATION -  K 14
 PT0161  PID         -  PT0161
 PT0161  STATE/COUNTY-  SD/HUGHES
 PT0161  COUNTRY     -  US
 PT0161  USGS QUAD   -  CANNING (2017)
 PT0161
 PT0161                         *CURRENT SURVEY CONTROL
 PT0161  ______________________________________________________________________
 PT0161* NAD 83(1986) POSITION- 44 24 47.     (N) 100 00 44.     (W)   SCALED
 PT0161* NAVD 88 ORTHO HEIGHT -   475.124 (meters)     1558.80  (feet) ADJUSTED
 PT0161  ______________________________________________________________________
 PT0161  GEOID HEIGHT    -        -23.717 (meters)                     GEOID18
 PT0161  DYNAMIC HEIGHT  -        475.026 (meters)     1558.48  (feet) COMP
 PT0161  MODELED GRAVITY -    980,396.9   (mgal)                       NAVD 88
 PT0161
 PT0161  VERT ORDER      -  FIRST     CLASS II
 PT0161
 PT0161.The horizontal coordinates were scaled from a map and have
 PT0161.an estimated accuracy of +/- 6 seconds.
 PT0161
 PT0161.The orthometric height was determined by differential leveling and
 PT0161.adjusted by the NATIONAL GEODETIC SURVEY
 PT0161.in June 1991.
 PT0161
 PT0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0161.GEOID18 height accuracy estimate available here.
 PT0161
 PT0161.Click photographs - Photos may exist for this station.
 PT0161
 PT0161.The dynamic height is computed by dividing the NAVD 88
 PT0161.geopotential number by the normal gravity value computed on the
 PT0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0161.degrees latitude (g = 980.6199 gals.).
 PT0161
 PT0161.The modeled gravity was interpolated from observed gravity values.
 PT0161
 PT0161;                    North         East    Units  Estimated Accuracy
 PT0161;SPC SD S     -   231,100.      625,580.      MT  (+/- 180 meters Scaled)
 PT0161
 PT0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ194182(NAD 83)
 PT0161
 PT0161                          SUPERSEDED SURVEY CONTROL
 PT0161
 PT0161  NGVD 29 (??/??/92)  474.767  (m)         1557.63   (f) ADJ UNCH    1 2
 PT0161
 PT0161.Superseded values are not recommended for survey control.
 PT0161
 PT0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0161.See file dsdata.pdf to determine how the superseded data were derived.
 PT0161
 PT0161_MARKER: DB = BENCH MARK DISK
 PT0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0161_SP_SET: BRIDGE
 PT0161_STAMPING: 1557.631 K 14 1926
 PT0161_MARK LOGO: CGS
 PT0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0161
 PT0161  HISTORY     - Date     Condition        Report By
 PT0161  HISTORY     - 1926     MONUMENTED       CGS
 PT0161  HISTORY     - 1934     GOOD             CGS
 PT0161
 PT0161                          STATION DESCRIPTION
 PT0161
 PT0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0161'1.6 MI NE FROM CANNING.
 PT0161'1.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0161'FROM CANNING, HUGHES COUNTY, AT BRIDGE 243, IN THE TOP OF THE
 PT0161'NORTH ABUTMENT, IN LINE WITH THE EAST GIRDER OF THE BRIDGE,
 PT0161'AND NEAR THE EAST END OF THE CAPSTONE.  A STANDARD DISK, STAMPED
 PT0161'1557.631 K 14 1926.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0627 ***********************************************************************
 OR0627  DESIGNATION -  K 141
 OR0627  PID         -  OR0627
 OR0627  STATE/COUNTY-  SD/GREGORY
 OR0627  COUNTRY     -  US
 OR0627  USGS QUAD   -  DIXON SW (2017)
 OR0627
 OR0627                         *CURRENT SURVEY CONTROL
 OR0627  ______________________________________________________________________
 OR0627* NAD 83(1986) POSITION- 43 19 14.     (N) 099 25 51.     (W)   SCALED
 OR0627* NAVD 88 ORTHO HEIGHT -   634.815 (meters)     2082.72  (feet) ADJUSTED
 OR0627  ______________________________________________________________________
 OR0627  GEOID HEIGHT    -        -25.886 (meters)                     GEOID18
 OR0627  DYNAMIC HEIGHT  -        634.580 (meters)     2081.95  (feet) COMP
 OR0627  MODELED GRAVITY -    980,230.3   (mgal)                       NAVD 88
 OR0627
 OR0627  VERT ORDER      -  SECOND    CLASS 0
 OR0627
 OR0627.The horizontal coordinates were scaled from a map and have
 OR0627.an estimated accuracy of +/- 6 seconds.
 OR0627
 OR0627.The orthometric height was determined by differential leveling and
 OR0627.adjusted by the NATIONAL GEODETIC SURVEY
 OR0627.in June 1991.
 OR0627
 OR0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0627.GEOID18 height accuracy estimate available here.
 OR0627
 OR0627.Click photographs - Photos may exist for this station.
 OR0627
 OR0627.The dynamic height is computed by dividing the NAVD 88
 OR0627.geopotential number by the normal gravity value computed on the
 OR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0627.degrees latitude (g = 980.6199 gals.).
 OR0627
 OR0627.The modeled gravity was interpolated from observed gravity values.
 OR0627
 OR0627;                    North         East    Units  Estimated Accuracy
 OR0627;SPC SD S     -   110,070.      673,200.      MT  (+/- 180 meters Scaled)
 OR0627
 OR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN650965(NAD 83)
 OR0627
 OR0627                          SUPERSEDED SURVEY CONTROL
 OR0627
 OR0627  NGVD 29 (??/??/92)  634.482  (m)         2081.63   (f) ADJ UNCH    2 0
 OR0627
 OR0627.Superseded values are not recommended for survey control.
 OR0627
 OR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0627.See file dsdata.pdf to determine how the superseded data were derived.
 OR0627
 OR0627_MARKER: DB = BENCH MARK DISK
 OR0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0627_STAMPING: K 141 1934
 OR0627_MARK LOGO: CGS
 OR0627_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0627+STABILITY: SURFACE MOTION
 OR0627
 OR0627  HISTORY     - Date     Condition        Report By
 OR0627  HISTORY     - 1934     MONUMENTED       CGS
 OR0627  HISTORY     - 1958     GOOD             CGS
 OR0627
 OR0627                          STATION DESCRIPTION
 OR0627
 OR0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0627'6.2 MI N FROM GREGORY.
 OR0627'6.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM A POINT 0.2 MILE
 OR0627'WEST OF THE POST OFFICE AT GREGORY, GREGORY COUNTY, AT THE
 OR0627'CENTER OF A CURVE EAST AROUND A HILL, 80 YARDS SOUTH OF A
 OR0627'CONCRETE CULVERT, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OR0627'AND 1.8 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED K 141
 OR0627'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0627'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0238 ***********************************************************************
 OR0238  DESIGNATION -  K 142
 OR0238  PID         -  OR0238
 OR0238  STATE/COUNTY-  SD/CHARLES MIX
 OR0238  COUNTRY     -  US
 OR0238  USGS QUAD   -  LAKE ANDES (2017)
 OR0238
 OR0238                         *CURRENT SURVEY CONTROL
 OR0238  ______________________________________________________________________
 OR0238* NAD 83(1986) POSITION- 43 09 20.     (N) 098 33 54.     (W)   SCALED
 OR0238* NAVD 88 ORTHO HEIGHT -   458.076 (meters)     1502.87  (feet) ADJUSTED
 OR0238  ______________________________________________________________________
 OR0238  GEOID HEIGHT    -        -26.385 (meters)                     GEOID18
 OR0238  DYNAMIC HEIGHT  -        457.927 (meters)     1502.38  (feet) COMP
 OR0238  MODELED GRAVITY -    980,280.6   (mgal)                       NAVD 88
 OR0238
 OR0238  VERT ORDER      -  FIRST     CLASS II
 OR0238
 OR0238.The horizontal coordinates were scaled from a map and have
 OR0238.an estimated accuracy of +/- 6 seconds.
 OR0238
 OR0238.The orthometric height was determined by differential leveling and
 OR0238.adjusted by the NATIONAL GEODETIC SURVEY
 OR0238.in June 1991.
 OR0238
 OR0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0238.GEOID18 height accuracy estimate available here.
 OR0238
 OR0238.Click photographs - Photos may exist for this station.
 OR0238
 OR0238.The dynamic height is computed by dividing the NAVD 88
 OR0238.geopotential number by the normal gravity value computed on the
 OR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0238.degrees latitude (g = 980.6199 gals.).
 OR0238
 OR0238.The modeled gravity was interpolated from observed gravity values.
 OR0238
 OR0238;                    North         East    Units  Estimated Accuracy
 OR0238;SPC SD S     -    92,870.      743,810.      MT  (+/- 180 meters Scaled)
 OR0238
 OR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN353781(NAD 83)
 OR0238
 OR0238                          SUPERSEDED SURVEY CONTROL
 OR0238
 OR0238  NGVD 29 (??/??/92)  457.768  (m)         1501.86   (f) ADJ UNCH    1 2
 OR0238
 OR0238.Superseded values are not recommended for survey control.
 OR0238
 OR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0238.See file dsdata.pdf to determine how the superseded data were derived.
 OR0238
 OR0238_MARKER: DB = BENCH MARK DISK
 OR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0238_STAMPING: K 142 1934
 OR0238_MARK LOGO: CGS
 OR0238_PROJECTION: FLUSH
 OR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0238+STABILITY: SURFACE MOTION
 OR0238
 OR0238  HISTORY     - Date     Condition        Report By
 OR0238  HISTORY     - 1934     MONUMENTED       CGS
 OR0238  HISTORY     - 1949     GOOD             CGS
 OR0238  HISTORY     - 1964     MARK NOT FOUND   USGS
 OR0238  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0238
 OR0238                          STATION DESCRIPTION
 OR0238
 OR0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0238'1.1 MI W FROM LAKE ANDES.
 OR0238'0.7 MILE WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO. 50
 OR0238'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0238'AT LAKE ANDES, THENCE 0.4 MILE WEST ALONG OLD U.S. HIGHWAY NO. 18
 OR0238'WHICH IS NOW ONLY A SECTION LINE ROAD, IN THE NORTHEAST QUARTER
 OR0238'OF THE ROAD CROSSING, ALONG THE NORTHEAST SIDE OF THE TRIANGLE
 OR0238'FORMED BY THE CURVE IN THE OLD HIGHWAY, 82.0 FEET EAST OF THE
 OR0238'CENTER LINE OF THE NORTH-SOUTH ROAD, 49.0 FEET NORTH OF THE
 OR0238'CENTER LINE OF THE EAST-WEST ROAD, 32.0 FEET SOUTHWEST OF THE
 OR0238'CENTER LINE OF THE OLD HIGHWAY, 50.6 FEET NORTHEAST OF A TELEPHONE
 OR0238'POLE, 1.0 FOOT SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 OR0238'OF A CONCRETE POST WHICH IS LEVEL WITH THE GROUND.  NOTE-- MARK
 OR0238'BELIEVED DESTROYED BY ROAD CONSTRUCTION IN THIS AREA.
 OR0238
 OR0238                          STATION RECOVERY (1964)
 OR0238
 OR0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OR0238'MARK NOT FOUND.
 OR0238
 OR0238                          STATION RECOVERY (2013)
 OR0238
 OR0238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1475 ***********************************************************************
 NM1475  DESIGNATION -  K 143
 NM1475  PID         -  NM1475
 NM1475  STATE/COUNTY-  SD/BON HOMME
 NM1475  COUNTRY     -  US
 NM1475  USGS QUAD   -  KINGSBURG (2017)
 NM1475
 NM1475                         *CURRENT SURVEY CONTROL
 NM1475  ______________________________________________________________________
 NM1475* NAD 83(1986) POSITION- 42 58 53.     (N) 097 55 00.     (W)   SCALED
 NM1475* NAVD 88 ORTHO HEIGHT -   424.918 (meters)     1394.09  (feet) ADJUSTED
 NM1475  ______________________________________________________________________
 NM1475  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 NM1475  DYNAMIC HEIGHT  -        424.782 (meters)     1393.64  (feet) COMP
 NM1475  MODELED GRAVITY -    980,287.2   (mgal)                       NAVD 88
 NM1475
 NM1475  VERT ORDER      -  SECOND    CLASS 0
 NM1475
 NM1475.The horizontal coordinates were scaled from a map and have
 NM1475.an estimated accuracy of +/- 6 seconds.
 NM1475
 NM1475.The orthometric height was determined by differential leveling and
 NM1475.adjusted by the NATIONAL GEODETIC SURVEY
 NM1475.in June 1991.
 NM1475
 NM1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1475.GEOID18 height accuracy estimate available here.
 NM1475
 NM1475.Click photographs - Photos may exist for this station.
 NM1475
 NM1475.The dynamic height is computed by dividing the NAVD 88
 NM1475.geopotential number by the normal gravity value computed on the
 NM1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1475.degrees latitude (g = 980.6199 gals.).
 NM1475
 NM1475.The modeled gravity was interpolated from observed gravity values.
 NM1475
 NM1475;                    North         East    Units  Estimated Accuracy
 NM1475;SPC SD S     -    74,860.      797,080.      MT  (+/- 180 meters Scaled)
 NM1475
 NM1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN883593(NAD 83)
 NM1475
 NM1475                          SUPERSEDED SURVEY CONTROL
 NM1475
 NM1475  NGVD 29 (??/??/92)  424.660  (m)         1393.24   (f) ADJ UNCH    2 0
 NM1475
 NM1475.Superseded values are not recommended for survey control.
 NM1475
 NM1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1475.See file dsdata.pdf to determine how the superseded data were derived.
 NM1475
 NM1475_MARKER: DB = BENCH MARK DISK
 NM1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1475_STAMPING: K 143 1934
 NM1475_MARK LOGO: CGS
 NM1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1475+STABILITY: SURFACE MOTION
 NM1475
 NM1475  HISTORY     - Date     Condition        Report By
 NM1475  HISTORY     - 1934     MONUMENTED       CGS
 NM1475  HISTORY     - 1974     GOOD             USGS
 NM1475
 NM1475                          STATION DESCRIPTION
 NM1475
 NM1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1475'3.1 MI W FROM TYNDALL.
 NM1475'3.1 MILES WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM1475'DEPOT AT TYNDALL, 62 FEET NORTHWEST OF CENTERLINE OF RAILROAD
 NM1475'CROSSING, 43.5 FEET NORTH OF NORTH RAIL OF TRACK, 3.4 FEET
 NM1475'SOUTH OF RAILROAD FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1475'POST 2 INCHES HIGH, STAMPED K 143 1934.
 NM1475
 NM1475                          STATION RECOVERY (1974)
 NM1475
 NM1475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0467 ***********************************************************************
 OQ0467  DESIGNATION -  K 145
 OQ0467  PID         -  OQ0467
 OQ0467  STATE/COUNTY-  SD/HUTCHINSON
 OQ0467  COUNTRY     -  US
 OQ0467  USGS QUAD   -  KAYLOR (2017)
 OQ0467
 OQ0467                         *CURRENT SURVEY CONTROL
 OQ0467  ______________________________________________________________________
 OQ0467* NAD 83(1986) POSITION- 43 10 54.     (N) 097 49 19.     (W)   SCALED
 OQ0467* NAVD 88 ORTHO HEIGHT -   423.827 (meters)     1390.51  (feet) ADJUSTED
 OQ0467  ______________________________________________________________________
 OQ0467  GEOID HEIGHT    -        -26.250 (meters)                     GEOID18
 OQ0467  DYNAMIC HEIGHT  -        423.701 (meters)     1390.09  (feet) COMP
 OQ0467  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 OQ0467
 OQ0467  VERT ORDER      -  SECOND    CLASS 0
 OQ0467
 OQ0467.The horizontal coordinates were scaled from a map and have
 OQ0467.an estimated accuracy of +/- 6 seconds.
 OQ0467
 OQ0467.The orthometric height was determined by differential leveling and
 OQ0467.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0467.in June 1991.
 OQ0467
 OQ0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0467.GEOID18 height accuracy estimate available here.
 OQ0467
 OQ0467.Click photographs - Photos may exist for this station.
 OQ0467
 OQ0467.The dynamic height is computed by dividing the NAVD 88
 OQ0467.geopotential number by the normal gravity value computed on the
 OQ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0467.degrees latitude (g = 980.6199 gals.).
 OQ0467
 OQ0467.The modeled gravity was interpolated from observed gravity values.
 OQ0467
 OQ0467;                    North         East    Units  Estimated Accuracy
 OQ0467;SPC SD S     -    97,330.      804,130.      MT  (+/- 180 meters Scaled)
 OQ0467
 OQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN957816(NAD 83)
 OQ0467
 OQ0467                          SUPERSEDED SURVEY CONTROL
 OQ0467
 OQ0467  NGVD 29 (??/??/92)  423.560  (m)         1389.63   (f) ADJ UNCH    2 0
 OQ0467
 OQ0467.Superseded values are not recommended for survey control.
 OQ0467
 OQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0467.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0467
 OQ0467_MARKER: DB = BENCH MARK DISK
 OQ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0467_STAMPING: K 145 1934
 OQ0467_MARK LOGO: CGS
 OQ0467_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0467+STABILITY: SURFACE MOTION
 OQ0467
 OQ0467  HISTORY     - Date     Condition        Report By
 OQ0467  HISTORY     - 1934     MONUMENTED       CGS
 OQ0467  HISTORY     - 1974     MARK NOT FOUND   USGS
 OQ0467
 OQ0467                          STATION DESCRIPTION
 OQ0467
 OQ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0467'0.9 MI SE FROM KAYLOR.
 OQ0467'0.9 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0467'PACIFIC RAILROAD FROM THE STATION AT KAYLOR, HUTCHINSON COUNTY,
 OQ0467'AT MILEPOST 185, 182 YARDS NORTHWEST OF A FARM-ROAD CROSSING,
 OQ0467'45.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.5 FEET NORTHEAST
 OQ0467'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 145 1934
 OQ0467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 OQ0467'GROUND.  NOTE-- MARK MAY BE COVERED BY DRIFT DIRT.
 OQ0467
 OQ0467                          STATION RECOVERY (1974)
 OQ0467
 OQ0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OQ0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0450 ***********************************************************************
 OQ0450  DESIGNATION -  K 146
 OQ0450  PID         -  OQ0450
 OQ0450  STATE/COUNTY-  SD/HUTCHINSON
 OQ0450  COUNTRY     -  US
 OQ0450  USGS QUAD   -  BEARDSLEY (2017)
 OQ0450
 OQ0450                         *CURRENT SURVEY CONTROL
 OQ0450  ______________________________________________________________________
 OQ0450* NAD 83(1986) POSITION- 43 15 16.     (N) 097 58 50.     (W)   SCALED
 OQ0450* NAVD 88 ORTHO HEIGHT -   454.116 (meters)     1489.88  (feet) ADJUSTED
 OQ0450  ______________________________________________________________________
 OQ0450  GEOID HEIGHT    -        -26.520 (meters)                     GEOID18
 OQ0450  DYNAMIC HEIGHT  -        453.971 (meters)     1489.40  (feet) COMP
 OQ0450  MODELED GRAVITY -    980,287.7   (mgal)                       NAVD 88
 OQ0450
 OQ0450  VERT ORDER      -  SECOND    CLASS 0
 OQ0450
 OQ0450.The horizontal coordinates were scaled from a map and have
 OQ0450.an estimated accuracy of +/- 6 seconds.
 OQ0450
 OQ0450.The orthometric height was determined by differential leveling and
 OQ0450.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0450.in June 1991.
 OQ0450
 OQ0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0450.GEOID18 height accuracy estimate available here.
 OQ0450
 OQ0450.Click photographs - Photos may exist for this station.
 OQ0450
 OQ0450.The dynamic height is computed by dividing the NAVD 88
 OQ0450.geopotential number by the normal gravity value computed on the
 OQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0450.degrees latitude (g = 980.6199 gals.).
 OQ0450
 OQ0450.The modeled gravity was interpolated from observed gravity values.
 OQ0450
 OQ0450;                    North         East    Units  Estimated Accuracy
 OQ0450;SPC SD S     -   105,030.      791,020.      MT  (+/- 180 meters Scaled)
 OQ0450
 OQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN827895(NAD 83)
 OQ0450
 OQ0450                          SUPERSEDED SURVEY CONTROL
 OQ0450
 OQ0450  NGVD 29 (??/??/92)  453.810  (m)         1488.88   (f) ADJ UNCH    2 0
 OQ0450
 OQ0450.Superseded values are not recommended for survey control.
 OQ0450
 OQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0450.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0450
 OQ0450_MARKER: DB = BENCH MARK DISK
 OQ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0450_STAMPING: K 146 1934
 OQ0450_MARK LOGO: CGS
 OQ0450_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0450+STABILITY: SURFACE MOTION
 OQ0450
 OQ0450  HISTORY     - Date     Condition        Report By
 OQ0450  HISTORY     - 1934     MONUMENTED       CGS
 OQ0450
 OQ0450                          STATION DESCRIPTION
 OQ0450
 OQ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0450'2.4 MI N FROM TRIPP.
 OQ0450'2.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0450'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OQ0450'49 FEET SOUTH OF THE CENTER LINE OF A SECTION CROSS ROAD, 44.5
 OQ0450'FEET EAST OF THE EAST RAIL, AND 2.8 FEET WEST OF THE RIGHT-OF-WAY
 OQ0450'FENCE.  A STANDARD DISK, STAMPED K 146 1934 AND SET IN THE TOP
 OQ0450'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0375 ***********************************************************************
 OQ0375  DESIGNATION -  K 147
 OQ0375  PID         -  OQ0375
 OQ0375  STATE/COUNTY-  SD/MCCOOK
 OQ0375  COUNTRY     -  US
 OQ0375  USGS QUAD   -  CANISTOTA (2017)
 OQ0375
 OQ0375                         *CURRENT SURVEY CONTROL
 OQ0375  ______________________________________________________________________
 OQ0375* NAD 83(1986) POSITION- 43 37 15.     (N) 097 18 29.     (W)   SCALED
 OQ0375* NAVD 88 ORTHO HEIGHT -   467.770 (meters)     1534.68  (feet) ADJUSTED
 OQ0375  ______________________________________________________________________
 OQ0375  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 OQ0375  DYNAMIC HEIGHT  -        467.649 (meters)     1534.28  (feet) COMP
 OQ0375  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 OQ0375
 OQ0375  VERT ORDER      -  SECOND    CLASS 0
 OQ0375
 OQ0375.The horizontal coordinates were scaled from a map and have
 OQ0375.an estimated accuracy of +/- 6 seconds.
 OQ0375
 OQ0375.The orthometric height was determined by differential leveling and
 OQ0375.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0375.in June 1991.
 OQ0375
 OQ0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0375.GEOID18 height accuracy estimate available here.
 OQ0375
 OQ0375.Click photographs - Photos may exist for this station.
 OQ0375
 OQ0375.The dynamic height is computed by dividing the NAVD 88
 OQ0375.geopotential number by the normal gravity value computed on the
 OQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0375.degrees latitude (g = 980.6199 gals.).
 OQ0375
 OQ0375.The modeled gravity was interpolated from observed gravity values.
 OQ0375
 OQ0375;                    North         East    Units  Estimated Accuracy
 OQ0375;SPC SD S     -   147,480.      844,110.      MT  (+/- 180 meters Scaled)
 OQ0375
 OQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP365311(NAD 83)
 OQ0375
 OQ0375                          SUPERSEDED SURVEY CONTROL
 OQ0375
 OQ0375  NGVD 29 (??/??/92)  467.483  (m)         1533.73   (f) ADJ UNCH    2 0
 OQ0375
 OQ0375.Superseded values are not recommended for survey control.
 OQ0375
 OQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0375.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0375
 OQ0375_MARKER: DB = BENCH MARK DISK
 OQ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0375_STAMPING: K 147 1934
 OQ0375_MARK LOGO: CGS
 OQ0375_PROJECTION: PROJECTING 13 CENTIMETERS
 OQ0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0375+STABILITY: SURFACE MOTION
 OQ0375
 OQ0375  HISTORY     - Date     Condition        Report By
 OQ0375  HISTORY     - 1934     MONUMENTED       CGS
 OQ0375
 OQ0375                          STATION DESCRIPTION
 OQ0375
 OQ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0375'1.8 MI NW FROM CANISTOTA.
 OQ0375'1.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0375'FROM THE STATION AT CANISTOTA, MC COOK COUNTY, 170 YARDS
 OQ0375'NORTHWEST OF THE CROSSING OF A GRAVEL COUNTY ROAD, 45.5 FEET
 OQ0375'NORTHEAST OF THE NORTHEAST RAIL, AND 1.5 FEET SOUTHWEST OF THE
 OQ0375'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 147 1934 AND SET IN
 OQ0375'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0188 ***********************************************************************
 OQ0188  DESIGNATION -  K 148
 OQ0188  PID         -  OQ0188
 OQ0188  STATE/COUNTY-  SD/TURNER
 OQ0188  COUNTRY     -  US
 OQ0188  USGS QUAD   -  CENTERVILLE (2017)
 OQ0188
 OQ0188                         *CURRENT SURVEY CONTROL
 OQ0188  ______________________________________________________________________
 OQ0188* NAD 83(1986) POSITION- 43 06 48.     (N) 096 57 20.     (W)   SCALED
 OQ0188* NAVD 88 ORTHO HEIGHT -   374.017 (meters)     1227.09  (feet) ADJUSTED
 OQ0188  ______________________________________________________________________
 OQ0188  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 OQ0188  DYNAMIC HEIGHT  -        373.908 (meters)     1226.73  (feet) COMP
 OQ0188  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 OQ0188
 OQ0188  VERT ORDER      -  SECOND    CLASS 0
 OQ0188
 OQ0188.The horizontal coordinates were scaled from a map and have
 OQ0188.an estimated accuracy of +/- 6 seconds.
 OQ0188
 OQ0188.The orthometric height was determined by differential leveling and
 OQ0188.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0188.in June 1991.
 OQ0188
 OQ0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0188.GEOID18 height accuracy estimate available here.
 OQ0188
 OQ0188.Click photographs - Photos may exist for this station.
 OQ0188
 OQ0188.The dynamic height is computed by dividing the NAVD 88
 OQ0188.geopotential number by the normal gravity value computed on the
 OQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0188.degrees latitude (g = 980.6199 gals.).
 OQ0188
 OQ0188.The modeled gravity was interpolated from observed gravity values.
 OQ0188
 OQ0188;                    North         East    Units  Estimated Accuracy
 OQ0188;SPC SD S     -    92,240.      874,830.      MT  (+/- 180 meters Scaled)
 OQ0188
 OQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN663754(NAD 83)
 OQ0188
 OQ0188                          SUPERSEDED SURVEY CONTROL
 OQ0188
 OQ0188  NGVD 29 (??/??/92)  373.795  (m)         1226.36   (f) ADJ UNCH    2 0
 OQ0188
 OQ0188.Superseded values are not recommended for survey control.
 OQ0188
 OQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0188.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0188
 OQ0188_MARKER: DB = BENCH MARK DISK
 OQ0188_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0188_STAMPING: K 148 1934
 OQ0188_MARK LOGO: CGS
 OQ0188_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0188
 OQ0188  HISTORY     - Date     Condition        Report By
 OQ0188  HISTORY     - 1934     MONUMENTED       CGS
 OQ0188
 OQ0188                          STATION DESCRIPTION
 OQ0188
 OQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0188'AT CENTERVILLE.
 OQ0188'AT CENTERVILLE, TURNER COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OQ0188'RAILWAY, 0.3 MILE EAST OF THE STATION, 115 FEET SOUTHEAST OF THE
 OQ0188'CROSSING OF AN EAST AND WEST COUNTY ROAD, 43.6 FEET SOUTH
 OQ0188'OF THE SOUTH RAIL, AND 1.6 FEET NORTH OF THE RIGHT OF WAY
 OQ0188'FENCE.  A STANDARD DISK, STAMPED K 148 1934 AND SET IN THE
 OQ0188'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0432 ***********************************************************************
 OQ0432  DESIGNATION -  K 149
 OQ0432  PID         -  OQ0432
 OQ0432  STATE/COUNTY-  SD/HUTCHINSON
 OQ0432  COUNTRY     -  US
 OQ0432  USGS QUAD   -  FREEMAN (2017)
 OQ0432
 OQ0432                         *CURRENT SURVEY CONTROL
 OQ0432  ______________________________________________________________________
 OQ0432* NAD 83(1986) POSITION- 43 20 39.     (N) 097 27 34.     (W)   SCALED
 OQ0432* NAVD 88 ORTHO HEIGHT -   460.959 (meters)     1512.33  (feet) ADJUSTED
 OQ0432  ______________________________________________________________________
 OQ0432  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 OQ0432  DYNAMIC HEIGHT  -        460.834 (meters)     1511.92  (feet) COMP
 OQ0432  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 OQ0432
 OQ0432  VERT ORDER      -  SECOND    CLASS 0
 OQ0432
 OQ0432.The horizontal coordinates were scaled from a map and have
 OQ0432.an estimated accuracy of +/- 6 seconds.
 OQ0432
 OQ0432.The orthometric height was determined by differential leveling and
 OQ0432.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0432.in June 1991.
 OQ0432
 OQ0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0432.GEOID18 height accuracy estimate available here.
 OQ0432
 OQ0432.Click photographs - Photos may exist for this station.
 OQ0432
 OQ0432.The dynamic height is computed by dividing the NAVD 88
 OQ0432.geopotential number by the normal gravity value computed on the
 OQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0432.degrees latitude (g = 980.6199 gals.).
 OQ0432
 OQ0432.The modeled gravity was interpolated from observed gravity values.
 OQ0432
 OQ0432;                    North         East    Units  Estimated Accuracy
 OQ0432;SPC SD S     -   116,330.      832,960.      MT  (+/- 180 meters Scaled)
 OQ0432
 OQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP248001(NAD 83)
 OQ0432
 OQ0432                          SUPERSEDED SURVEY CONTROL
 OQ0432
 OQ0432  NGVD 29 (??/??/92)  460.685  (m)         1511.43   (f) ADJ UNCH    2 0
 OQ0432
 OQ0432.Superseded values are not recommended for survey control.
 OQ0432
 OQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0432.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0432
 OQ0432_MARKER: DB = BENCH MARK DISK
 OQ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0432_STAMPING: K 149 1934
 OQ0432_MARK LOGO: CGS
 OQ0432_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0432+STABILITY: SURFACE MOTION
 OQ0432
 OQ0432  HISTORY     - Date     Condition        Report By
 OQ0432  HISTORY     - 1934     MONUMENTED       CGS
 OQ0432  HISTORY     - 1969     MARK NOT FOUND   USGS
 OQ0432
 OQ0432                          STATION DESCRIPTION
 OQ0432
 OQ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0432'1.2 MI SW FROM FREEMAN.
 OQ0432'1.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0432'PACIFIC RAILROAD FROM THE STATION AT FREEMAN, HUTCHINSON COUNTY,
 OQ0432'ABOUT 100 FEET EAST OF A SECTION-LINE ROAD CROSSING, AND 1.6 FEET
 OQ0432'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0432'K 149 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0432'ABOUT 4 INCHES ABOVE GROUND.
 OQ0432
 OQ0432                          STATION RECOVERY (1969)
 OQ0432
 OQ0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OQ0432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0265 ***********************************************************************
 QR0265  DESIGNATION -  K 15
 QR0265  PID         -  QR0265
 QR0265  STATE/COUNTY-  SD/POTTER
 QR0265  COUNTRY     -  US
 QR0265  USGS QUAD   -  GETTYSBURG (2017)
 QR0265
 QR0265                         *CURRENT SURVEY CONTROL
 QR0265  ______________________________________________________________________
 QR0265* NAD 83(1986) POSITION- 45 00 49.     (N) 099 58 15.     (W)   SCALED
 QR0265* NAVD 88 ORTHO HEIGHT -   640.273 (meters)     2100.63  (feet) ADJUSTED
 QR0265  ______________________________________________________________________
 QR0265  GEOID HEIGHT    -        -22.550 (meters)                     GEOID18
 QR0265  DYNAMIC HEIGHT  -        640.176 (meters)     2100.31  (feet) COMP
 QR0265  MODELED GRAVITY -    980,444.5   (mgal)                       NAVD 88
 QR0265
 QR0265  VERT ORDER      -  FIRST     CLASS II
 QR0265
 QR0265.The horizontal coordinates were scaled from a map and have
 QR0265.an estimated accuracy of +/- 6 seconds.
 QR0265
 QR0265.The orthometric height was determined by differential leveling and
 QR0265.adjusted by the NATIONAL GEODETIC SURVEY
 QR0265.in June 1991.
 QR0265
 QR0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0265.GEOID18 height accuracy estimate available here.
 QR0265
 QR0265.Click photographs - Photos may exist for this station.
 QR0265
 QR0265.The dynamic height is computed by dividing the NAVD 88
 QR0265.geopotential number by the normal gravity value computed on the
 QR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0265.degrees latitude (g = 980.6199 gals.).
 QR0265
 QR0265.The modeled gravity was interpolated from observed gravity values.
 QR0265
 QR0265;                    North         East    Units  Estimated Accuracy
 QR0265;SPC SD N     -   131,160.      602,300.      MT  (+/- 180 meters Scaled)
 QR0265
 QR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ235849(NAD 83)
 QR0265
 QR0265                          SUPERSEDED SURVEY CONTROL
 QR0265
 QR0265  NGVD 29 (??/??/92)  639.894  (m)         2099.39   (f) ADJ UNCH    1 2
 QR0265
 QR0265.Superseded values are not recommended for survey control.
 QR0265
 QR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0265.See file dsdata.pdf to determine how the superseded data were derived.
 QR0265
 QR0265_MARKER: DB = BENCH MARK DISK
 QR0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0265_STAMPING: 2099.386 K 15 1926
 QR0265_MARK LOGO: CGS
 QR0265_PROJECTION: FLUSH
 QR0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0265+STABILITY: SURFACE MOTION
 QR0265
 QR0265  HISTORY     - Date     Condition        Report By
 QR0265  HISTORY     - 1926     MONUMENTED       CGS
 QR0265  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0265
 QR0265                          STATION DESCRIPTION
 QR0265
 QR0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 QR0265'0.8 MI W FROM GETTYSBURG.
 QR0265'ABOUT 3/4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0265'FROM GETTYSBURG, POTTER COUNTY, ABOUT 85 YARDS NORTHEAST OF BRIDGE
 QR0265'D 601, AT THE CROSSING OF U.S. HIGHWAY 83, 72.5 FEET NORTH OF
 QR0265'THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTHWEST OF THE CENTER
 QR0265'LINE OF THE TRACK, AND 3 FEET SOUTHEAST OF THE NORTHWEST
 QR0265'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2099.386 K 15 1926
 QR0265'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 QR0265
 QR0265                          STATION RECOVERY (1974)
 QR0265
 QR0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1362 ***********************************************************************
 NM1362  DESIGNATION -  K 150
 NM1362  PID         -  NM1362
 NM1362  STATE/COUNTY-  SD/BON HOMME
 NM1362  COUNTRY     -  US
 NM1362  USGS QUAD   -  SPRINGFIELD (2017)
 NM1362
 NM1362                         *CURRENT SURVEY CONTROL
 NM1362  ______________________________________________________________________
 NM1362* NAD 83(1986) POSITION- 42 50 12.     (N) 097 59 28.     (W)   SCALED
 NM1362* NAVD 88 ORTHO HEIGHT -   449.356 (meters)     1474.26  (feet) ADJUSTED
 NM1362  ______________________________________________________________________
 NM1362  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 NM1362  DYNAMIC HEIGHT  -        449.208 (meters)     1473.78  (feet) COMP
 NM1362  MODELED GRAVITY -    980,277.5   (mgal)                       NAVD 88
 NM1362
 NM1362  VERT ORDER      -  SECOND    CLASS 0
 NM1362
 NM1362.The horizontal coordinates were scaled from a map and have
 NM1362.an estimated accuracy of +/- 6 seconds.
 NM1362
 NM1362.The orthometric height was determined by differential leveling and
 NM1362.adjusted by the NATIONAL GEODETIC SURVEY
 NM1362.in June 1991.
 NM1362
 NM1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1362.GEOID18 height accuracy estimate available here.
 NM1362
 NM1362.Click photographs - Photos may exist for this station.
 NM1362
 NM1362.The dynamic height is computed by dividing the NAVD 88
 NM1362.geopotential number by the normal gravity value computed on the
 NM1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1362.degrees latitude (g = 980.6199 gals.).
 NM1362
 NM1362.The modeled gravity was interpolated from observed gravity values.
 NM1362
 NM1362;                    North         East    Units  Estimated Accuracy
 NM1362;SPC SD S     -    58,620.      791,470.      MT  (+/- 180 meters Scaled)
 NM1362
 NM1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN824431(NAD 83)
 NM1362
 NM1362                          SUPERSEDED SURVEY CONTROL
 NM1362
 NM1362  NGVD 29 (??/??/92)  449.134  (m)         1473.53   (f) ADJ UNCH    2 0
 NM1362
 NM1362.Superseded values are not recommended for survey control.
 NM1362
 NM1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1362.See file dsdata.pdf to determine how the superseded data were derived.
 NM1362
 NM1362_MARKER: DB = BENCH MARK DISK
 NM1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1362_STAMPING: K 150 1934
 NM1362_MARK LOGO: CGS
 NM1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1362+STABILITY: SURFACE MOTION
 NM1362
 NM1362  HISTORY     - Date     Condition        Report By
 NM1362  HISTORY     - 1934     MONUMENTED       CGS
 NM1362  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1362
 NM1362                          STATION DESCRIPTION
 NM1362
 NM1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1362'4 MI SW FROM SPRINGFIELD.
 NM1362'4 MILES SOUTHWEST OF THE SPRINGFIELD RWY. STATION, AT POINT
 NM1362'WHERE STATE HY. 37 MAKES A 90 DEGREE TURN TOWARD THE SOUTH,
 NM1362'47 YARDS NORTHWEST OF CENTERLINE OF STATE HY. 37 AT CENTER
 NM1362'POINT OF CURVE, 44 FT. NORTH OF CENTERLINE OF HIGHWAY THAT
 NM1362'RUNS STRAIGHT WEST FROM HY. 37, 38 FT. WEST OF CENTERLINE
 NM1362'OF A SECTION LINE ROAD THAT RUNS NORTH, 6 FT. NORTH OF N.W.P.S. CO.
 NM1362'LIGHT POLE 34 AND 335.  STANDARD TABLET SET IN TOP OF A CONCRETE
 NM1362'POST 6 IN HIGH, STAMPED K 150 1934.
 NM1362
 NM1362                          STATION RECOVERY (1974)
 NM1362
 NM1362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1362'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0950 ***********************************************************************
 NM0950  DESIGNATION -  K 151
 NM0950  PID         -  NM0950
 NM0950  STATE/COUNTY-  SD/YANKTON
 NM0950  COUNTRY     -  US
 NM0950  USGS QUAD   -  GAYVILLE (2017)
 NM0950
 NM0950                         *CURRENT SURVEY CONTROL
 NM0950  ______________________________________________________________________
 NM0950* NAD 83(1986) POSITION- 42 53 56.     (N) 097 14 25.     (W)   SCALED
 NM0950* NAVD 88 ORTHO HEIGHT -   356.057 (meters)     1168.16  (feet) ADJUSTED
 NM0950  ______________________________________________________________________
 NM0950  GEOID HEIGHT    -        -25.622 (meters)                     GEOID18
 NM0950  DYNAMIC HEIGHT  -        355.956 (meters)     1167.83  (feet) COMP
 NM0950  MODELED GRAVITY -    980,326.8   (mgal)                       NAVD 88
 NM0950
 NM0950  VERT ORDER      -  SECOND    CLASS 0
 NM0950
 NM0950.The horizontal coordinates were scaled from a map and have
 NM0950.an estimated accuracy of +/- 6 seconds.
 NM0950
 NM0950.The orthometric height was determined by differential leveling and
 NM0950.adjusted by the NATIONAL GEODETIC SURVEY
 NM0950.in June 1991.
 NM0950
 NM0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0950.GEOID18 height accuracy estimate available here.
 NM0950
 NM0950.Click photographs - Photos may exist for this station.
 NM0950
 NM0950.The dynamic height is computed by dividing the NAVD 88
 NM0950.geopotential number by the normal gravity value computed on the
 NM0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0950.degrees latitude (g = 980.6199 gals.).
 NM0950
 NM0950.The modeled gravity was interpolated from observed gravity values.
 NM0950
 NM0950;                    North         East    Units  Estimated Accuracy
 NM0950;SPC SD S     -    67,530.      852,560.      MT  (+/- 180 meters Scaled)
 NM0950
 NM0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN436510(NAD 83)
 NM0950
 NM0950                          SUPERSEDED SURVEY CONTROL
 NM0950
 NM0950  NGVD 29 (??/??/92)  355.863  (m)         1167.53   (f) ADJ UNCH    2 0
 NM0950
 NM0950.Superseded values are not recommended for survey control.
 NM0950
 NM0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0950.See file dsdata.pdf to determine how the superseded data were derived.
 NM0950
 NM0950_MARKER: DB = BENCH MARK DISK
 NM0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0950_STAMPING: K 151 1934
 NM0950_MARK LOGO: CGS
 NM0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0950+STABILITY: SURFACE MOTION
 NM0950
 NM0950  HISTORY     - Date     Condition        Report By
 NM0950  HISTORY     - 1934     MONUMENTED       CGS
 NM0950  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0950
 NM0950                          STATION DESCRIPTION
 NM0950
 NM0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0950'2.7 MI SE FROM MISSION HILL.
 NM0950'2.7 MILES SOUTHEAST OF STATION ALONG C.M. ST. P. AND P.R.R. AT
 NM0950'MISSION HILL, 0.7 OF MILE SOUTH OF STATE HWY. 50, 0.5 OF MILE
 NM0950'EAST OF M.P. 144, 60 FEET WEST OF SECTION ROAD, 46.5 FEET SOUTH
 NM0950'OF SOUTH RAIL, 38 FEET WEST OF FENCE CORNER, 1.5 FEET NORTH OF
 NM0950'R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 NM0950'HIGH.
 NM0950
 NM0950                          STATION RECOVERY (1993)
 NM0950
 NM0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0950'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0280 ***********************************************************************
 OQ0280  DESIGNATION -  K 152
 OQ0280  PID         -  OQ0280
 OQ0280  STATE/COUNTY-  SD/MINNEHAHA
 OQ0280  COUNTRY     -  US
 OQ0280  USGS QUAD   -  BRANDON (2017)
 OQ0280
 OQ0280                         *CURRENT SURVEY CONTROL
 OQ0280  ______________________________________________________________________
 OQ0280* NAD 83(1986) POSITION- 43 35 53.     (N) 096 37 18.     (W)   SCALED
 OQ0280* NAVD 88 ORTHO HEIGHT -   412.056 (meters)     1351.89  (feet) ADJUSTED
 OQ0280  ______________________________________________________________________
 OQ0280  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 OQ0280  DYNAMIC HEIGHT  -        411.953 (meters)     1351.55  (feet) COMP
 OQ0280  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 OQ0280
 OQ0280  VERT ORDER      -  FIRST     CLASS II
 OQ0280
 OQ0280.The horizontal coordinates were scaled from a map and have
 OQ0280.an estimated accuracy of +/- 6 seconds.
 OQ0280
 OQ0280.The orthometric height was determined by differential leveling and
 OQ0280.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0280.in June 1991.
 OQ0280
 OQ0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0280.GEOID18 height accuracy estimate available here.
 OQ0280
 OQ0280.Click photographs - Photos may exist for this station.
 OQ0280
 OQ0280.The dynamic height is computed by dividing the NAVD 88
 OQ0280.geopotential number by the normal gravity value computed on the
 OQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0280.degrees latitude (g = 980.6199 gals.).
 OQ0280
 OQ0280.The modeled gravity was interpolated from observed gravity values.
 OQ0280
 OQ0280;                    North         East    Units  Estimated Accuracy
 OQ0280;SPC SD S     -   147,190.      899,570.      MT  (+/- 180 meters Scaled)
 OQ0280
 OQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP919299(NAD 83)
 OQ0280
 OQ0280                          SUPERSEDED SURVEY CONTROL
 OQ0280
 OQ0280  NGVD 29 (??/??/92)  411.818  (m)         1351.11   (f) ADJ UNCH    1 2
 OQ0280
 OQ0280.Superseded values are not recommended for survey control.
 OQ0280
 OQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0280.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0280
 OQ0280_MARKER: DB = BENCH MARK DISK
 OQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0280_STAMPING: K 152 1934
 OQ0280_MARK LOGO: CGS
 OQ0280_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0280+STABILITY: SURFACE MOTION
 OQ0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0280+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2011
 OQ0280
 OQ0280  HISTORY     - Date     Condition        Report By
 OQ0280  HISTORY     - 1934     MONUMENTED       CGS
 OQ0280  HISTORY     - 1966     GOOD             MNHD
 OQ0280  HISTORY     - 20110324 GOOD             INDIV
 OQ0280
 OQ0280                          STATION DESCRIPTION
 OQ0280
 OQ0280'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0280'1.8 MI NW FROM BRANDON.
 OQ0280'1.8 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0280'AND OMAHA RAILWAY FROM THE STATION AT BRANDON, MINNEHAHA COUNTY,
 OQ0280'0.2 MILES WEST OF A PRIVATE ROAD CROSSING, 0.2 MILES WEST OF A
 OQ0280'WINDMILL AND STOCK TANK, 0.1 MILES WEST OF A 24 INCH IRON-PIPE
 OQ0280'CULVERT, 3 POLES WEST OF POLE 51/20, 46 FEET SOUTH OF THE SOUTH
 OQ0280'RAIL, 42 FEET EAST OF THE CENTER OF AN IRON GATE, 1 FOOT NORTH OF
 OQ0280'THE RIGHT-OF-WAY FENCE, 1.2 FEET WEST OF A STEEL WITNESS POST.
 OQ0280'A STANDARD DISK, STAMPED K-152 1934 AND SET IN THE TOP OF A
 OQ0280'CONCRETE POST PROJECTING 0.4 FEET ABOVE GROUND.
 OQ0280
 OQ0280                          STATION RECOVERY (2011)
 OQ0280
 OQ0280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0229 ***********************************************************************
 QR0229  DESIGNATION -  K 16
 QR0229  PID         -  QR0229
 QR0229  STATE/COUNTY-  SD/FAULK
 QR0229  COUNTRY     -  US
 QR0229  USGS QUAD   -  FAULKTON WEST (2017)
 QR0229
 QR0229                         *CURRENT SURVEY CONTROL
 QR0229  ______________________________________________________________________
 QR0229* NAD 83(1986) POSITION- 45 02 01.9    (N) 099 07 34.2    (W)   HD_HELD2
 QR0229* NAVD 88 ORTHO HEIGHT -   484.549 (meters)     1589.72  (feet) ADJUSTED
 QR0229  ______________________________________________________________________
 QR0229  GEOID HEIGHT    -        -23.616 (meters)                     GEOID18
 QR0229  DYNAMIC HEIGHT  -        484.485 (meters)     1589.51  (feet) COMP
 QR0229  MODELED GRAVITY -    980,469.2   (mgal)                       NAVD 88
 QR0229
 QR0229  VERT ORDER      -  FIRST     CLASS II
 QR0229
 QR0229.The horizontal coordinates were established by autonomous hand held GPS
 QR0229.observations and have an estimated accuracy of +/- 10 meters.
 QR0229
 QR0229.The orthometric height was determined by differential leveling and
 QR0229.adjusted by the NATIONAL GEODETIC SURVEY
 QR0229.in July 1998.
 QR0229
 QR0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0229.GEOID18 height accuracy estimate available here.
 QR0229
 QR0229.Click photographs - Photos may exist for this station.
 QR0229
 QR0229.The dynamic height is computed by dividing the NAVD 88
 QR0229.geopotential number by the normal gravity value computed on the
 QR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0229.degrees latitude (g = 980.6199 gals.).
 QR0229
 QR0229.The modeled gravity was interpolated from observed gravity values.
 QR0229
 QR0229;                    North         East    Units  Estimated Accuracy
 QR0229;SPC SD N     -   133,777.      668,853.      MT  (+/- 10 meters HH2 GPS)
 QR0229
 QR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9006186719(NAD 83)
 QR0229
 QR0229                          SUPERSEDED SURVEY CONTROL
 QR0229
 QR0229  NAVD 88 (06/15/91)  484.572  (m)         1589.80   (f) SUPERSEDED  1 2
 QR0229  NGVD 29 (??/??/92)  484.215  (m)         1588.63   (f) ADJ UNCH    1 2
 QR0229
 QR0229.Superseded values are not recommended for survey control.
 QR0229
 QR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0229.See file dsdata.pdf to determine how the superseded data were derived.
 QR0229
 QR0229_MARKER: DB = BENCH MARK DISK
 QR0229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0229_SP_SET: STEP
 QR0229_STAMPING: K 16 1926 1588.629
 QR0229_MARK LOGO: CGS
 QR0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0229+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 QR0229
 QR0229  HISTORY     - Date     Condition        Report By
 QR0229  HISTORY     - 1926     MONUMENTED       CGS
 QR0229  HISTORY     - 1934     GOOD             CGS
 QR0229  HISTORY     - 19960602 GOOD             NGS
 QR0229  HISTORY     - 20110821 GOOD             GEOCAC
 QR0229
 QR0229                          STATION DESCRIPTION
 QR0229
 QR0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0229'AT FAULKTON.
 QR0229'AT FAULKTON, FAULK COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 QR0229'EAST ENTRANCE, IN THE TOP OF A CONCRETE SLAB NEAR THE CENTER
 QR0229'COLUMN, AND 6 INCHES NORTH OF THE NORTH EDGE OF THE BASE OF THE
 QR0229'COLUMN.  A STANDARD DISK, STAMPED 1588.629 K 16 1926.
 QR0229
 QR0229                          STATION RECOVERY (1996)
 QR0229
 QR0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0229'IN FAULKTON, AT THE INTERSECTION OF 9TH AVENUE SOUTH AND COURT STREET,
 QR0229'IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST CORNER OF A
 QR0229'CONCRETE STEP AT THE MOST NORTHERLY ENTRANCE TO THE COURTHOUSE, 37.3 M
 QR0229'(122.4 FT) WEST OF THE AVENUE CENTER, 0.8 M (2.6 FT) NORTH OF THE
 QR0229'EXTENDED STREET CENTER, 0.8 M (2.6 FT) SOUTH OF THE CENTER OF THE
 QR0229'STEP, AND 0.1 M (0.3 FT) NORTH OF THE NORTH FACE OF THE CENTER COLUMN
 QR0229'AT THE EAST ENTRANCE.
 QR0229
 QR0229                          STATION RECOVERY (2011)
 QR0229
 QR0229'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QR0229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0173 ***********************************************************************
 QR0173  DESIGNATION -  K 17
 QR0173  PID         -  QR0173
 QR0173  STATE/COUNTY-  SD/EDMUNDS
 QR0173  COUNTRY     -  US
 QR0173  USGS QUAD   -  HOSMER (2017)
 QR0173
 QR0173                         *CURRENT SURVEY CONTROL
 QR0173  ______________________________________________________________________
 QR0173* NAD 83(1986) POSITION- 45 30 23.     (N) 099 24 10.     (W)   SCALED
 QR0173* NAVD 88 ORTHO HEIGHT -   567.816 (meters)     1862.91  (feet) ADJUSTED
 QR0173  ______________________________________________________________________
 QR0173  GEOID HEIGHT    -        -23.031 (meters)                     GEOID18
 QR0173  DYNAMIC HEIGHT  -        567.759 (meters)     1862.72  (feet) COMP
 QR0173  MODELED GRAVITY -    980,496.6   (mgal)                       NAVD 88
 QR0173
 QR0173  VERT ORDER      -  FIRST     CLASS II
 QR0173
 QR0173.The horizontal coordinates were scaled from a map and have
 QR0173.an estimated accuracy of +/- 6 seconds.
 QR0173
 QR0173.The orthometric height was determined by differential leveling and
 QR0173.adjusted by the NATIONAL GEODETIC SURVEY
 QR0173.in June 1991.
 QR0173
 QR0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0173.GEOID18 height accuracy estimate available here.
 QR0173
 QR0173.Click photographs - Photos may exist for this station.
 QR0173
 QR0173.The dynamic height is computed by dividing the NAVD 88
 QR0173.geopotential number by the normal gravity value computed on the
 QR0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0173.degrees latitude (g = 980.6199 gals.).
 QR0173
 QR0173.The modeled gravity was interpolated from observed gravity values.
 QR0173
 QR0173;                    North         East    Units  Estimated Accuracy
 QR0173;SPC SD N     -   186,090.      646,670.      MT  (+/- 180 meters Scaled)
 QR0173
 QR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR685392(NAD 83)
 QR0173
 QR0173                          SUPERSEDED SURVEY CONTROL
 QR0173
 QR0173.No superseded survey control is available for this station.
 QR0173
 QR0173_MARKER: DB = BENCH MARK DISK
 QR0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0173_STAMPING: 1861.630 K 17 1927
 QR0173_MARK LOGO: CGS
 QR0173_PROJECTION: PROJECTING 15 CENTIMETERS
 QR0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0173+STABILITY: SURFACE MOTION
 QR0173
 QR0173  HISTORY     - Date     Condition        Report By
 QR0173  HISTORY     - 1927     MONUMENTED       CGS
 QR0173  HISTORY     - 1934     GOOD             CGS
 QR0173
 QR0173                          STATION DESCRIPTION
 QR0173
 QR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0173'5 MI NW FROM ROSCOE.
 QR0173'5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0173'PACIFIC RAILROAD FROM ROSCOE, EDMUNDS COUNTY, 60 FEET NORTHEAST
 QR0173'OF A ROAD CROSSING, 50 FEET EAST OF THE CENTER LINE OF THE
 QR0173'TRACK, 56 FEET NORTH OF THE CENTER LINE OF THE ROAD, 38.5 FEET
 QR0173'FROM A CORNER POST ON THE NORTH SIDE OF THE ROAD, 5 FEET WEST
 QR0173'OF THE EAST RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET HIGHER THAN
 QR0173'THE RAIL.  A STANDARD DISK, STAMPED 1861.630 K 17 1927 AND SET
 QR0173'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1962 ***********************************************************************
 PU1962  DESIGNATION -  K 176
 PU1962  PID         -  PU1962
 PU1962  STATE/COUNTY-  SD/BUTTE
 PU1962  COUNTRY     -  US
 PU1962  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1962
 PU1962                         *CURRENT SURVEY CONTROL
 PU1962  ______________________________________________________________________
 PU1962* NAD 83(1986) POSITION- 44 44 53.     (N) 103 57 08.     (W)   SCALED
 PU1962* NAVD 88 ORTHO HEIGHT -   947.654 (meters)     3109.09  (feet) ADJUSTED
 PU1962  ______________________________________________________________________
 PU1962  GEOID HEIGHT    -        -15.294 (meters)                     GEOID18
 PU1962  DYNAMIC HEIGHT  -        947.390 (meters)     3108.23  (feet) COMP
 PU1962  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 PU1962
 PU1962  VERT ORDER      -  SECOND    CLASS 0
 PU1962
 PU1962.The horizontal coordinates were scaled from a map and have
 PU1962.an estimated accuracy of +/- 6 seconds.
 PU1962
 PU1962.The orthometric height was determined by differential leveling and
 PU1962.adjusted by the NATIONAL GEODETIC SURVEY
 PU1962.in June 1991.
 PU1962
 PU1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1962.GEOID18 height accuracy estimate available here.
 PU1962
 PU1962.Click photographs - Photos may exist for this station.
 PU1962
 PU1962.The dynamic height is computed by dividing the NAVD 88
 PU1962.geopotential number by the normal gravity value computed on the
 PU1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1962.degrees latitude (g = 980.6199 gals.).
 PU1962
 PU1962.The modeled gravity was interpolated from observed gravity values.
 PU1962
 PU1962;                    North         East    Units  Estimated Accuracy
 PU1962;SPC SD N     -   109,280.      287,160.      MT  (+/- 180 meters Scaled)
 PU1962
 PU1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK829554(NAD 83)
 PU1962
 PU1962                          SUPERSEDED SURVEY CONTROL
 PU1962
 PU1962  NGVD 29 (??/??/92)  947.167  (m)         3107.50   (f) ADJ UNCH    2 0
 PU1962
 PU1962.Superseded values are not recommended for survey control.
 PU1962
 PU1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1962.See file dsdata.pdf to determine how the superseded data were derived.
 PU1962
 PU1962_MARKER: DB = BENCH MARK DISK
 PU1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1962_STAMPING: K 176 1934
 PU1962_MARK LOGO: CGS
 PU1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1962+STABILITY: SURFACE MOTION
 PU1962
 PU1962  HISTORY     - Date     Condition        Report By
 PU1962  HISTORY     - 1934     MONUMENTED       CGS
 PU1962
 PU1962                          STATION DESCRIPTION
 PU1962
 PU1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1962'7.3 MI NW FROM BELLE FOURCHE.
 PU1962'7.3 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE CENTER OF
 PU1962'OF BELLE FOURCHE, BUTTE COUNTY, 43 FEET WEST OF THE SOUTHWEST
 PU1962'HEADWALL OF A CULVERT, AND 44 FEET SOUTHWEST OF THE CENTERLINE
 PU1962'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 176 1934 AND SET IN
 PU1962'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1615 ***********************************************************************
 PU1615  DESIGNATION -  K 177
 PU1615  PID         -  PU1615
 PU1615  STATE/COUNTY-  SD/LAWRENCE
 PU1615  COUNTRY     -  US
 PU1615  USGS QUAD   -  LEAD (2017)
 PU1615
 PU1615                         *CURRENT SURVEY CONTROL
 PU1615  ______________________________________________________________________
 PU1615* NAD 83(1986) POSITION- 44 18 02.     (N) 103 46 55.     (W)   SCALED
 PU1615* NAVD 88 ORTHO HEIGHT -  1700.062 (meters)     5577.62  (feet) ADJUSTED
 PU1615  ______________________________________________________________________
 PU1615  GEOID HEIGHT    -        -13.429 (meters)                     GEOID18
 PU1615  DYNAMIC HEIGHT  -       1699.309 (meters)     5575.15  (feet) COMP
 PU1615  MODELED GRAVITY -    980,113.6   (mgal)                       NAVD 88
 PU1615
 PU1615  VERT ORDER      -  SECOND    CLASS 0
 PU1615
 PU1615.The horizontal coordinates were scaled from a map and have
 PU1615.an estimated accuracy of +/- 6 seconds.
 PU1615
 PU1615.The orthometric height was determined by differential leveling and
 PU1615.adjusted by the NATIONAL GEODETIC SURVEY
 PU1615.in June 1991.
 PU1615
 PU1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1615.GEOID18 height accuracy estimate available here.
 PU1615
 PU1615.Click photographs - Photos may exist for this station.
 PU1615
 PU1615.The dynamic height is computed by dividing the NAVD 88
 PU1615.geopotential number by the normal gravity value computed on the
 PU1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1615.degrees latitude (g = 980.6199 gals.).
 PU1615
 PU1615.The modeled gravity was interpolated from observed gravity values.
 PU1615
 PU1615;                    North         East    Units  Estimated Accuracy
 PU1615;SPC SD N     -    58,970.      298,300.      MT  (+/- 180 meters Scaled)
 PU1615
 PU1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK971059(NAD 83)
 PU1615
 PU1615                          SUPERSEDED SURVEY CONTROL
 PU1615
 PU1615  NGVD 29 (??/??/92) 1699.394  (m)         5575.43   (f) ADJ UNCH    2 0
 PU1615
 PU1615.Superseded values are not recommended for survey control.
 PU1615
 PU1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1615.See file dsdata.pdf to determine how the superseded data were derived.
 PU1615
 PU1615_MARKER: DB = BENCH MARK DISK
 PU1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1615_STAMPING: K 177 1934
 PU1615_MARK LOGO: CGS
 PU1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1615+STABILITY: SURFACE MOTION
 PU1615
 PU1615  HISTORY     - Date     Condition        Report By
 PU1615  HISTORY     - 1934     MONUMENTED       CGS
 PU1615  HISTORY     - 1938     GOOD             CGS
 PU1615
 PU1615                          STATION DESCRIPTION
 PU1615
 PU1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1615'AT ENGLEWOOD.
 PU1615'AT ENGLEWOOD, LAWRENCE COUNTY, ABOUT 1,300 FEET NORTH OF THE
 PU1615'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, ABOUT 10 RAILS
 PU1615'NORTH OF BRIDGE 98.81, 64 FEET WEST OF THE SECTION FOREMANS
 PU1615'RESIDENCE, 36 FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN
 PU1615'THE SOUTHWEST CORNER OF A SMALL GARDEN.  A STANDARD DISK, STAMPED
 PU1615'K 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0564 ***********************************************************************
 OT0564  DESIGNATION -  K 178
 OT0564  PID         -  OT0564
 OT0564  STATE/COUNTY-  SD/CUSTER
 OT0564  COUNTRY     -  US
 OT0564  USGS QUAD   -  CICERO PEAK (2017)
 OT0564
 OT0564                         *CURRENT SURVEY CONTROL
 OT0564  ______________________________________________________________________
 OT0564* NAD 83(1986) POSITION- 43 39 03.     (N) 103 35 25.     (W)   SCALED
 OT0564* NAVD 88 ORTHO HEIGHT -  1544.981 (meters)     5068.83  (feet) ADJUSTED
 OT0564  ______________________________________________________________________
 OT0564  GEOID HEIGHT    -        -14.120 (meters)                     GEOID18
 OT0564  DYNAMIC HEIGHT  -       1544.281 (meters)     5066.53  (feet) COMP
 OT0564  MODELED GRAVITY -    980,110.0   (mgal)                       NAVD 88
 OT0564
 OT0564  VERT ORDER      -  SECOND    CLASS 0
 OT0564
 OT0564.The horizontal coordinates were scaled from a map and have
 OT0564.an estimated accuracy of +/- 6 seconds.
 OT0564
 OT0564.The orthometric height was determined by differential leveling and
 OT0564.adjusted by the NATIONAL GEODETIC SURVEY
 OT0564.in June 1991.
 OT0564
 OT0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0564.GEOID18 height accuracy estimate available here.
 OT0564
 OT0564.Click photographs - Photos may exist for this station.
 OT0564
 OT0564.The dynamic height is computed by dividing the NAVD 88
 OT0564.geopotential number by the normal gravity value computed on the
 OT0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0564.degrees latitude (g = 980.6199 gals.).
 OT0564
 OT0564.The modeled gravity was interpolated from observed gravity values.
 OT0564
 OT0564;                    North         East    Units  Estimated Accuracy
 OT0564;SPC SD S     -   151,510.      337,340.      MT  (+/- 180 meters Scaled)
 OT0564
 OT0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ136340(NAD 83)
 OT0564
 OT0564                          SUPERSEDED SURVEY CONTROL
 OT0564
 OT0564  NGVD 29 (??/??/92) 1544.372  (m)         5066.83   (f) ADJ UNCH    2 0
 OT0564
 OT0564.Superseded values are not recommended for survey control.
 OT0564
 OT0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0564.See file dsdata.pdf to determine how the superseded data were derived.
 OT0564
 OT0564_MARKER: DB = BENCH MARK DISK
 OT0564_SETTING: 66 = SET IN ROCK OUTCROP
 OT0564_STAMPING: K 178 1934
 OT0564_MARK LOGO: CGS
 OT0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0564+STABILITY: POSITION/ELEVATION WELL
 OT0564
 OT0564  HISTORY     - Date     Condition        Report By
 OT0564  HISTORY     - 1934     MONUMENTED       CGS
 OT0564  HISTORY     - 19950411 MARK NOT FOUND   NGS
 OT0564
 OT0564                          STATION DESCRIPTION
 OT0564
 OT0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0564'3.2 MI N FROM PRINGLE.
 OT0564'3.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0564'FROM THE STATION AT PRINGLE, CUSTER COUNTY, ABOUT 0.5 MILE NORTH
 OT0564'OF MILEPOST 35, AT NIHART SPUR, 133 FEET SOUTHEAST OF THE SWITCH
 OT0564'STAND, 36.2 FEET EAST OF THE EAST RAIL, 12 FEET WEST OF THE
 OT0564'HIGHWAY RIGHT-OF-WAY FENCE, IN THE TOP OF A FLAT GRANITE OUTCROP,
 OT0564'AND ABOUT FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED
 OT0564'K 178 1934.
 OT0564
 OT0564                          STATION RECOVERY (1995)
 OT0564
 OT0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0564'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK K 178
 OT0564'RESET WAS ESTABLISHED IN THE GENERAL AREA.  SEE THE DESCRIPTION
 OT0564'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5677 ***********************************************************************
 AC5677  DESIGNATION -  K 178 RESET
 AC5677  PID         -  AC5677
 AC5677  STATE/COUNTY-  SD/CUSTER
 AC5677  COUNTRY     -  US
 AC5677  USGS QUAD   -  CICERO PEAK (2017)
 AC5677
 AC5677                         *CURRENT SURVEY CONTROL
 AC5677  ______________________________________________________________________
 AC5677* NAD 83(1986) POSITION- 43 39 07.     (N) 103 35 42.     (W)   SCALED
 AC5677* NAVD 88 ORTHO HEIGHT -  1543.373 (meters)     5063.55  (feet) ADJUSTED
 AC5677  ______________________________________________________________________
 AC5677  GEOID HEIGHT    -        -14.100 (meters)                     GEOID18
 AC5677  DYNAMIC HEIGHT  -       1542.672 (meters)     5061.25  (feet) COMP
 AC5677  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 AC5677
 AC5677  VERT ORDER      -  FIRST     CLASS II
 AC5677
 AC5677.The horizontal coordinates were scaled from a map and have
 AC5677.an estimated accuracy of +/- 6 seconds.
 AC5677
 AC5677.The orthometric height was determined by differential leveling and
 AC5677.adjusted by the NATIONAL GEODETIC SURVEY
 AC5677.in October 1997.
 AC5677
 AC5677.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5677.GEOID18 height accuracy estimate available here.
 AC5677
 AC5677.Click photographs - Photos may exist for this station.
 AC5677
 AC5677.The dynamic height is computed by dividing the NAVD 88
 AC5677.geopotential number by the normal gravity value computed on the
 AC5677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5677.degrees latitude (g = 980.6199 gals.).
 AC5677
 AC5677.The modeled gravity was interpolated from observed gravity values.
 AC5677
 AC5677;                    North         East    Units  Estimated Accuracy
 AC5677;SPC SD S     -   151,650.      336,960.      MT  (+/- 180 meters Scaled)
 AC5677
 AC5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ133341(NAD 83)
 AC5677
 AC5677                          SUPERSEDED SURVEY CONTROL
 AC5677
 AC5677.No superseded survey control is available for this station.
 AC5677
 AC5677_MARKER: DV = VERTICAL CONTROL DISK
 AC5677_SETTING: 66 = SET IN ROCK OUTCROP
 AC5677_STAMPING: K 178 RESET 1992
 AC5677_MARK LOGO: NGS
 AC5677_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5677+STABILITY: POSITION/ELEVATION WELL
 AC5677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5677+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1995
 AC5677
 AC5677  HISTORY     - Date     Condition        Report By
 AC5677  HISTORY     - 1992     MONUMENTED       NGS
 AC5677  HISTORY     - 19950411 GOOD             NGS
 AC5677
 AC5677                          STATION DESCRIPTION
 AC5677
 AC5677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5677'12.4 KM (7.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5677'OFFICE IN CUSTER, NEAR THE SOUTH END OF A 2 BY 10-FOOT AREA OF
 AC5677'OUTCROPPING BEDROCK THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC5677'SURFACE, 267.6 M (878.0 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 AC5677'LEADING EAST TO THE WHITE ELEPHANT MINE, 45.6 M (149.6 FT) EAST OF THE
 AC5677'HIGHWAY CENTERLINE, 41.6 M (136.5 FT) SOUTHEAST OF THE CENTER OF A
 AC5677'GATE, 22.1 M (72.5 FT) EAST OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL
 AC5677'OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0344 ***********************************************************************
 OS0344  DESIGNATION -  K 18
 OS0344  PID         -  OS0344
 OS0344  STATE/COUNTY-  SD/BENNETT
 OS0344  COUNTRY     -  US
 OS0344  USGS QUAD   -  MARTIN SW (2017)
 OS0344
 OS0344                         *CURRENT SURVEY CONTROL
 OS0344  ______________________________________________________________________
 OS0344* NAD 83(1986) POSITION- 43 03 02.     (N) 101 42 22.     (W)   SCALED
 OS0344* NAVD 88 ORTHO HEIGHT -   995.408 (meters)     3265.77  (feet) ADJUSTED
 OS0344  ______________________________________________________________________
 OS0344  GEOID HEIGHT    -        -19.533 (meters)                     GEOID18
 OS0344  DYNAMIC HEIGHT  -        994.984 (meters)     3264.38  (feet) COMP
 OS0344  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 OS0344
 OS0344  VERT ORDER      -  SECOND    CLASS 0
 OS0344
 OS0344.The horizontal coordinates were scaled from a map and have
 OS0344.an estimated accuracy of +/- 6 seconds.
 OS0344
 OS0344.The orthometric height was determined by differential leveling and
 OS0344.adjusted by the NATIONAL GEODETIC SURVEY
 OS0344.in June 1991.
 OS0344
 OS0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0344.GEOID18 height accuracy estimate available here.
 OS0344
 OS0344.Click photographs - Photos may exist for this station.
 OS0344
 OS0344.The dynamic height is computed by dividing the NAVD 88
 OS0344.geopotential number by the normal gravity value computed on the
 OS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0344.degrees latitude (g = 980.6199 gals.).
 OS0344
 OS0344.The modeled gravity was interpolated from observed gravity values.
 OS0344
 OS0344;                    North         East    Units  Estimated Accuracy
 OS0344;SPC SD S     -    80,600.      488,160.      MT  (+/- 180 meters Scaled)
 OS0344
 OS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN796699(NAD 83)
 OS0344
 OS0344                          SUPERSEDED SURVEY CONTROL
 OS0344
 OS0344  NGVD 29 (??/??/92)  994.977  (m)         3264.35   (f) ADJ UNCH    2 0
 OS0344
 OS0344.Superseded values are not recommended for survey control.
 OS0344
 OS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0344.See file dsdata.pdf to determine how the superseded data were derived.
 OS0344
 OS0344_MARKER: DB = BENCH MARK DISK
 OS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0344_STAMPING: K 18 1934
 OS0344_MARK LOGO: CGS
 OS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0344+STABILITY: SURFACE MOTION
 OS0344
 OS0344  HISTORY     - Date     Condition        Report By
 OS0344  HISTORY     - 1934     MONUMENTED       CGS
 OS0344
 OS0344                          STATION DESCRIPTION
 OS0344
 OS0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0344'9.3 MI N FROM MERRIMAN.
 OS0344'IN BENNETT COUNTY, SOUTH DAKOTA, 9.3 MILES NORTH ALONG NEBRASKA
 OS0344'STATE HIGHWAY 61 AND SOUTH DAKOTA STATE HIGHWAY 73 FROM MERRIMAN,
 OS0344'CHERRY COUNTY, NEBRASKA, 3.8 MILES NORTH OF THE NEBRASKA-SOUTH
 OS0344'DAKOTA STATE LINE, AT THE BOTTOM OF A SMALL VALLEY BETWEEN 2
 OS0344'SMALL RISES, AND 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 OS0344'A STANDARD DISK, STAMPED K 18 1934 AND SET IN THE TOP OF A
 OS0344'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1676 ***********************************************************************
 PU1676  DESIGNATION -  K 183
 PU1676  PID         -  PU1676
 PU1676  STATE/COUNTY-  SD/LAWRENCE
 PU1676  COUNTRY     -  US
 PU1676  USGS QUAD   -  SAVOY (2017)
 PU1676
 PU1676                         *CURRENT SURVEY CONTROL
 PU1676  ______________________________________________________________________
 PU1676* NAD 83(1986) POSITION- 44 17 42.     (N) 103 53 21.     (W)   SCALED
 PU1676* NAVD 88 ORTHO HEIGHT -  1656.884 (meters)     5435.96  (feet) ADJUSTED
 PU1676  ______________________________________________________________________
 PU1676  GEOID HEIGHT    -        -13.192 (meters)                     GEOID18
 PU1676  DYNAMIC HEIGHT  -       1656.135 (meters)     5433.50  (feet) COMP
 PU1676  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 PU1676
 PU1676  VERT ORDER      -  SECOND    CLASS 0
 PU1676
 PU1676.The horizontal coordinates were scaled from a map and have
 PU1676.an estimated accuracy of +/- 6 seconds.
 PU1676
 PU1676.The orthometric height was determined by differential leveling and
 PU1676.adjusted by the NATIONAL GEODETIC SURVEY
 PU1676.in June 1991.
 PU1676
 PU1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1676.GEOID18 height accuracy estimate available here.
 PU1676
 PU1676.Click photographs - Photos may exist for this station.
 PU1676
 PU1676.The dynamic height is computed by dividing the NAVD 88
 PU1676.geopotential number by the normal gravity value computed on the
 PU1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1676.degrees latitude (g = 980.6199 gals.).
 PU1676
 PU1676.The modeled gravity was interpolated from observed gravity values.
 PU1676
 PU1676;                    North         East    Units  Estimated Accuracy
 PU1676;SPC SD N     -    58,760.      289,730.      MT  (+/- 180 meters Scaled)
 PU1676
 PU1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK886052(NAD 83)
 PU1676
 PU1676                          SUPERSEDED SURVEY CONTROL
 PU1676
 PU1676  NGVD 29 (??/??/92) 1656.195  (m)         5433.70   (f) ADJ UNCH    2 0
 PU1676
 PU1676.Superseded values are not recommended for survey control.
 PU1676
 PU1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1676.See file dsdata.pdf to determine how the superseded data were derived.
 PU1676
 PU1676_MARKER: DB = BENCH MARK DISK
 PU1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1676_STAMPING: K 183 1934
 PU1676_MARK LOGO: CGS
 PU1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1676+STABILITY: SURFACE MOTION
 PU1676
 PU1676  HISTORY     - Date     Condition        Report By
 PU1676  HISTORY     - 1934     MONUMENTED       CGS
 PU1676  HISTORY     - 1958     GOOD             CGS
 PU1676
 PU1676                          STATION DESCRIPTION
 PU1676
 PU1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PU1676'9.1 MI SW FROM LEAD.
 PU1676'9.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1676'COUNTY, 1.2 MILES WEST OF OLD CHEYENNE CROSSING, IN A TURNOUT
 PU1676'SOUTH OF THE HIGHWAY, 45 FEET EAST OF THE EAST EDGE OF A BORROW
 PU1676'PIT, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 PU1676'LARGE FLAT AREA.  A STANDARD DISK, STAMPED K 183 1934 AND SET
 PU1676'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0421 ***********************************************************************
 QS0421  DESIGNATION -  K 19
 QS0421  PID         -  QS0421
 QS0421  STATE/COUNTY-  SD/CORSON
 QS0421  COUNTRY     -  US
 QS0421  USGS QUAD   -  MCINTOSH SE (2017)
 QS0421
 QS0421                         *CURRENT SURVEY CONTROL
 QS0421  ______________________________________________________________________
 QS0421* NAD 83(1986) POSITION- 45 45 15.23   (N) 101 19 55.42   (W)   HD_HELD1
 QS0421* NAVD 88 ORTHO HEIGHT -   603.942 (meters)     1981.43  (feet) ADJUSTED
 QS0421  ______________________________________________________________________
 QS0421  GEOID HEIGHT    -        -20.541 (meters)                     GEOID18
 QS0421  DYNAMIC HEIGHT  -        603.878 (meters)     1981.22  (feet) COMP
 QS0421  MODELED GRAVITY -    980,491.2   (mgal)                       NAVD 88
 QS0421
 QS0421  VERT ORDER      -  FIRST     CLASS II
 QS0421
 QS0421.The horizontal coordinates were determined by differentially corrected
 QS0421.hand held GPS observations or other comparable positioning techniques
 QS0421.and have an estimated accuracy of +/- 3 meters.
 QS0421
 QS0421.The orthometric height was determined by differential leveling and
 QS0421.adjusted by the NATIONAL GEODETIC SURVEY
 QS0421.in June 1991.
 QS0421
 QS0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0421.GEOID18 height accuracy estimate available here.
 QS0421
 QS0421.Click photographs - Photos may exist for this station.
 QS0421
 QS0421.The dynamic height is computed by dividing the NAVD 88
 QS0421.geopotential number by the normal gravity value computed on the
 QS0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0421.degrees latitude (g = 980.6199 gals.).
 QS0421
 QS0421.The modeled gravity was interpolated from observed gravity values.
 QS0421
 QS0421;                    North         East    Units  Estimated Accuracy
 QS0421;SPC SD N     -   214,316.7     496,361.4     MT  (+/- 3 meters HH1 GPS) 
 QS0421
 QS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1862669386(NAD 83)
 QS0421
 QS0421                          SUPERSEDED SURVEY CONTROL
 QS0421
 QS0421  NGVD 29 (??/??/92)  603.475  (m)         1979.90   (f) ADJ UNCH    1 2
 QS0421
 QS0421.Superseded values are not recommended for survey control.
 QS0421
 QS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0421.See file dsdata.pdf to determine how the superseded data were derived.
 QS0421
 QS0421_MARKER: DB = BENCH MARK DISK
 QS0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0421_STAMPING: K 19 1933
 QS0421_MARK LOGO: CGS
 QS0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0421+STABILITY: SURFACE MOTION
 QS0421
 QS0421  HISTORY     - Date     Condition        Report By
 QS0421  HISTORY     - 1933     MONUMENTED       CGS
 QS0421  HISTORY     - 1950     GOOD             CGS
 QS0421  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0421
 QS0421                          STATION DESCRIPTION
 QS0421
 QS0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QS0421'13.6 MI S FROM MC INTOSH.
 QS0421'13.6 MILES SOUTH ALONG STATE HIGHWAY 65 FROM MC INTOSH, CORSON
 QS0421'COUNTY, ABOUT 0.9 MILE SOUTH OF HUMP CREEK, AT THE BASE OF ONE
 QS0421'OF A GROUP OF SMALL HILLS, AT A CURVE TO THE WEST AROUND THE
 QS0421'HILL, AND 77 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 QS0421'STANDARD DISK, STAMPED K 19 1933 AND SET IN THE TOP OF A CONCRETE
 QS0421'POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 QS0421
 QS0421                          STATION RECOVERY (1985)
 QS0421
 QS0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0421'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0226 ***********************************************************************
 QQ0226  DESIGNATION -  K 19
 QQ0226  PID         -  QQ0226
 QQ0226  STATE/COUNTY-  SD/DAY
 QQ0226  COUNTRY     -  US
 QQ0226  USGS QUAD   -  WAUBAY (2017)
 QQ0226
 QQ0226                         *CURRENT SURVEY CONTROL
 QQ0226  ______________________________________________________________________
 QQ0226* NAD 83(1986) POSITION- 45 19 40.     (N) 097 18 18.     (W)   SCALED
 QQ0226* NAVD 88 ORTHO HEIGHT -   553.275 (meters)     1815.20  (feet) ADJUSTED
 QQ0226  ______________________________________________________________________
 QQ0226  GEOID HEIGHT    -        -25.155 (meters)                     GEOID18
 QQ0226  DYNAMIC HEIGHT  -        553.211 (meters)     1814.99  (feet) COMP
 QQ0226  MODELED GRAVITY -    980,483.9   (mgal)                       NAVD 88
 QQ0226
 QQ0226  VERT ORDER      -  FIRST     CLASS II
 QQ0226
 QQ0226.The horizontal coordinates were scaled from a map and have
 QQ0226.an estimated accuracy of +/- 6 seconds.
 QQ0226
 QQ0226.The orthometric height was determined by differential leveling and
 QQ0226.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0226.in July 1998.
 QQ0226
 QQ0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0226.GEOID18 height accuracy estimate available here.
 QQ0226
 QQ0226.Click photographs - Photos may exist for this station.
 QQ0226
 QQ0226.The dynamic height is computed by dividing the NAVD 88
 QQ0226.geopotential number by the normal gravity value computed on the
 QQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0226.degrees latitude (g = 980.6199 gals.).
 QQ0226
 QQ0226.The modeled gravity was interpolated from observed gravity values.
 QQ0226
 QQ0226;                    North         East    Units  Estimated Accuracy
 QQ0226;SPC SD N     -   169,580.      811,230.      MT  (+/- 180 meters Scaled)
 QQ0226
 QQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR328207(NAD 83)
 QQ0226
 QQ0226                          SUPERSEDED SURVEY CONTROL
 QQ0226
 QQ0226  NAVD 88 (06/15/91)  553.269  (m)         1815.18   (f) SUPERSEDED  1 2
 QQ0226  NGVD 29 (??/??/92)  552.988  (m)         1814.26   (f) ADJ UNCH    1 2
 QQ0226
 QQ0226.Superseded values are not recommended for survey control.
 QQ0226
 QQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0226.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0226
 QQ0226_MARKER: DB = BENCH MARK DISK
 QQ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0226_STAMPING: K 19 1931 1814.261
 QQ0226_MARK LOGO: CGS
 QQ0226_PROJECTION: FLUSH
 QQ0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0226+STABILITY: SURFACE MOTION
 QQ0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0226+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0226
 QQ0226  HISTORY     - Date     Condition        Report By
 QQ0226  HISTORY     - 1931     MONUMENTED       CGS
 QQ0226  HISTORY     - 1941     GOOD             CGS
 QQ0226  HISTORY     - 19970314 GOOD             NGS
 QQ0226
 QQ0226                          STATION DESCRIPTION
 QQ0226
 QQ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0226'IN WAUBAY.
 QQ0226'AT WAUBAY, DAY COUNTY, 107 FEET SOUTHEAST OF THE SOUTHEAST
 QQ0226'CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QQ0226'STATION, 100 FEET WEST OF THE STREET, 82 FEET SOUTH OF THE CENTER
 QQ0226'LINE OF THE SOUTH MAIN TRACK, AND 5 FEET NORTH OF THE FENCE.
 QQ0226'A STANDARD DISK, STAMPED 1814.261 K 19 1931 AND SET IN THE TOP
 QQ0226'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 QQ0226
 QQ0226                          STATION RECOVERY (1941)
 QQ0226
 QQ0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0226'RECOVERED IN GOOD CONDITION.
 QQ0226
 QQ0226                          STATION RECOVERY (1997)
 QQ0226
 QQ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0226'IN WAUBAY, AT THE INTERSECTION OF MAIN STREET AND THE BURLINGTON
 QQ0226'NORTHERN RAILROAD, 48.4 M (158.8 FT) WEST OF THE STREET CENTER, 30.5 M
 QQ0226'(100.1 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 28.0 M (91.9 FT)
 QQ0226'SOUTH OF THE NEAR RAIL, 12.6 M (41.3 FT) NORTH OF THE NORTHEAST CORNER
 QQ0226'OF A BUS SHED, 5.4 M (17.7 FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 QQ0226'BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 QQ0226'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0489 ***********************************************************************
 PR0489  DESIGNATION -  K 2
 PR0489  PID         -  PR0489
 PR0489  STATE/COUNTY-  SD/LAKE
 PR0489  COUNTRY     -  US
 PR0489  USGS QUAD   -  MADISON (2017)
 PR0489
 PR0489                         *CURRENT SURVEY CONTROL
 PR0489  ______________________________________________________________________
 PR0489* NAD 83(1986) POSITION- 44 00 07.     (N) 097 02 47.     (W)   SCALED
 PR0489* NAVD 88 ORTHO HEIGHT -   519.969 (meters)     1705.93  (feet) ADJUSTED
 PR0489  ______________________________________________________________________
 PR0489  GEOID HEIGHT    -        -25.811 (meters)                     GEOID18
 PR0489  DYNAMIC HEIGHT  -        519.846 (meters)     1705.53  (feet) COMP
 PR0489  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 PR0489
 PR0489  VERT ORDER      -  FIRST     CLASS II
 PR0489
 PR0489.The horizontal coordinates were scaled from a map and have
 PR0489.an estimated accuracy of +/- 6 seconds.
 PR0489
 PR0489.The orthometric height was determined by differential leveling and
 PR0489.adjusted by the NATIONAL GEODETIC SURVEY
 PR0489.in June 1991.
 PR0489
 PR0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0489.GEOID18 height accuracy estimate available here.
 PR0489
 PR0489.Click photographs - Photos may exist for this station.
 PR0489
 PR0489.The dynamic height is computed by dividing the NAVD 88
 PR0489.geopotential number by the normal gravity value computed on the
 PR0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0489.degrees latitude (g = 980.6199 gals.).
 PR0489
 PR0489.The modeled gravity was interpolated from observed gravity values.
 PR0489
 PR0489;                    North         East    Units  Estimated Accuracy
 PR0489;SPC SD S     -   190,590.      863,540.      MT  (+/- 180 meters Scaled)
 PR0489
 PR0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP566739(NAD 83)
 PR0489
 PR0489                          SUPERSEDED SURVEY CONTROL
 PR0489
 PR0489  NGVD 29 (??/??/92)  519.678  (m)         1704.98   (f) ADJ UNCH    1 2
 PR0489
 PR0489.Superseded values are not recommended for survey control.
 PR0489
 PR0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0489.See file dsdata.pdf to determine how the superseded data were derived.
 PR0489
 PR0489_MARKER: H = DRILL HOLE
 PR0489_SETTING: 66 = SET IN ROCK OUTCROP
 PR0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR0489+STABILITY: POSITION/ELEVATION WELL
 PR0489
 PR0489  HISTORY     - Date     Condition        Report By
 PR0489  HISTORY     - 1905     MONUMENTED       CGS
 PR0489  HISTORY     - 1934     GOOD             CGS
 PR0489  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0489  HISTORY     - 20110405 MARK NOT FOUND   INDIV
 PR0489
 PR0489                          STATION DESCRIPTION
 PR0489
 PR0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0489'3.4 MI E FROM MADISON.
 PR0489'3.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0489'PACIFIC RAILROAD FROM THE STATION AT MADISON, LAKE COUNTY, 300
 PR0489'YARDS EAST OF THE ROAD ON THE WEST LINE OF THE NORTHWEST QUARTER
 PR0489'OF SECTION 11, T 106 N, R 52 W, 36 FEET NORTH OF THE CENTER
 PR0489'LINE OF THE TRACK, 11 FEET SOUTH OF A FENCE, ON A RED-QUARTZ ROCK
 PR0489'LEVEL WITH THE GROUND, AND ABOUT 1-1/2 FEET LOWER THAN THE
 PR0489'TRACK.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS
 PR0489'USBM.
 PR0489
 PR0489                          STATION RECOVERY (1968)
 PR0489
 PR0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0489'MARK NOT FOUND.
 PR0489
 PR0489                          STATION RECOVERY (2011)
 PR0489
 PR0489'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2005 ***********************************************************************
 PU2005  DESIGNATION -  K 2 B 1
 PU2005  PID         -  PU2005
 PU2005  STATE/COUNTY-  SD/BUTTE
 PU2005  COUNTRY     -  US
 PU2005  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2005
 PU2005                         *CURRENT SURVEY CONTROL
 PU2005  ______________________________________________________________________
 PU2005* NAD 83(1986) POSITION- 44 39 17.     (N) 103 46 15.     (W)   SCALED
 PU2005* NAVD 88 ORTHO HEIGHT -   989.745 (meters)     3247.19  (feet) ADJUSTED
 PU2005  ______________________________________________________________________
 PU2005  GEOID HEIGHT    -        -15.429 (meters)                     GEOID18
 PU2005  DYNAMIC HEIGHT  -        989.462 (meters)     3246.26  (feet) COMP
 PU2005  MODELED GRAVITY -    980,297.3   (mgal)                       NAVD 88
 PU2005
 PU2005  VERT ORDER      -  SECOND    CLASS 0
 PU2005
 PU2005.The horizontal coordinates were scaled from a map and have
 PU2005.an estimated accuracy of +/- 6 seconds.
 PU2005
 PU2005.The orthometric height was determined by differential leveling and
 PU2005.adjusted by the NATIONAL GEODETIC SURVEY
 PU2005.in June 1991.
 PU2005
 PU2005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2005.GEOID18 height accuracy estimate available here.
 PU2005
 PU2005.Click photographs - Photos may exist for this station.
 PU2005
 PU2005.The dynamic height is computed by dividing the NAVD 88
 PU2005.geopotential number by the normal gravity value computed on the
 PU2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2005.degrees latitude (g = 980.6199 gals.).
 PU2005
 PU2005.The modeled gravity was interpolated from observed gravity values.
 PU2005
 PU2005;                    North         East    Units  Estimated Accuracy
 PU2005;SPC SD N     -    98,240.      301,020.      MT  (+/- 180 meters Scaled)
 PU2005
 PU2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK974453(NAD 83)
 PU2005
 PU2005                          SUPERSEDED SURVEY CONTROL
 PU2005
 PU2005  NGVD 29 (??/??/92)  989.251  (m)         3245.57   (f) ADJ UNCH    2 0
 PU2005
 PU2005.Superseded values are not recommended for survey control.
 PU2005
 PU2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2005.See file dsdata.pdf to determine how the superseded data were derived.
 PU2005
 PU2005_MARKER: Z = SEE DESCRIPTION
 PU2005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2005_SP_SET: PIER
 PU2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2005
 PU2005  HISTORY     - Date     Condition        Report By
 PU2005  HISTORY     - UNK      MONUMENTED       USAF
 PU2005  HISTORY     - 1962     GOOD             CGS
 PU2005
 PU2005                          STATION DESCRIPTION
 PU2005
 PU2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2005'4.5 MI E FROM BELLE FOURCHE.
 PU2005'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2005'FROM THE STATION AT BELLE FOURCHE, THENCE 3.5 MILES EAST ALONG
 PU2005'A GRAVELED ROAD, 0.15 MILE EAST OF JILL TRIANGULATION STATION,
 PU2005'IN A FIELD, 309 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 329
 PU2005'FEET SOUTH AND ACROSS THE ROAD FROM TELEPHONE POLE 6, CENTER
 PU2005'OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER
 PU2005'WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2006 ***********************************************************************
 PU2006  DESIGNATION -  K 2 B 2
 PU2006  PID         -  PU2006
 PU2006  STATE/COUNTY-  SD/BUTTE
 PU2006  COUNTRY     -  US
 PU2006  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2006
 PU2006                         *CURRENT SURVEY CONTROL
 PU2006  ______________________________________________________________________
 PU2006* NAD 83(1986) POSITION- 44 39 05.     (N) 103 46 15.     (W)   SCALED
 PU2006* NAVD 88 ORTHO HEIGHT -   994.924 (meters)     3264.18  (feet) ADJUSTED
 PU2006  ______________________________________________________________________
 PU2006  GEOID HEIGHT    -        -15.420 (meters)                     GEOID18
 PU2006  DYNAMIC HEIGHT  -        994.637 (meters)     3263.24  (feet) COMP
 PU2006  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 PU2006
 PU2006  VERT ORDER      -  SECOND    CLASS 0
 PU2006
 PU2006.The horizontal coordinates were scaled from a map and have
 PU2006.an estimated accuracy of +/- 6 seconds.
 PU2006
 PU2006.The orthometric height was determined by differential leveling and
 PU2006.adjusted by the NATIONAL GEODETIC SURVEY
 PU2006.in June 1991.
 PU2006
 PU2006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2006.GEOID18 height accuracy estimate available here.
 PU2006
 PU2006.Click photographs - Photos may exist for this station.
 PU2006
 PU2006.The dynamic height is computed by dividing the NAVD 88
 PU2006.geopotential number by the normal gravity value computed on the
 PU2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2006.degrees latitude (g = 980.6199 gals.).
 PU2006
 PU2006.The modeled gravity was interpolated from observed gravity values.
 PU2006
 PU2006;                    North         East    Units  Estimated Accuracy
 PU2006;SPC SD N     -    97,870.      301,000.      MT  (+/- 180 meters Scaled)
 PU2006
 PU2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK974449(NAD 83)
 PU2006
 PU2006                          SUPERSEDED SURVEY CONTROL
 PU2006
 PU2006  NGVD 29 (??/??/92)  994.428  (m)         3262.55   (f) ADJ UNCH    2 0
 PU2006
 PU2006.Superseded values are not recommended for survey control.
 PU2006
 PU2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2006.See file dsdata.pdf to determine how the superseded data were derived.
 PU2006
 PU2006_MARKER: Z = SEE DESCRIPTION
 PU2006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2006_SP_SET: PIER
 PU2006_STAMPING: K 2 B 2
 PU2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2006
 PU2006  HISTORY     - Date     Condition        Report By
 PU2006  HISTORY     - UNK      MONUMENTED       USAF
 PU2006  HISTORY     - 1962     GOOD             CGS
 PU2006
 PU2006                          STATION DESCRIPTION
 PU2006
 PU2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2006'4.8 MI E FROM BELLE FOURCHE.
 PU2006'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 PU2006'FROM THE STATION AT BELLE FOURCHE, THENCE 3.5 MILES EAST ALONG
 PU2006'A GRAVELED ROAD, THENCE 0.3 MILE SOUTH ACROSS COUNTRY, 0.25
 PU2006'MILE SOUTH-SOUTHEAST OF K 2 B 1, IN A FIELD, CENTER OF TRIBRACH
 PU2006'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS
 PU2006'4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0507 ***********************************************************************
 QS0507  DESIGNATION -  K 20
 QS0507  PID         -  QS0507
 QS0507  STATE/COUNTY-  SD/ZIEBACH
 QS0507  COUNTRY     -  US
 QS0507  USGS QUAD   -  DUPREE NE (2017)
 QS0507
 QS0507                         *CURRENT SURVEY CONTROL
 QS0507  ______________________________________________________________________
 QS0507* NAD 83(1986) POSITION- 45 11 28.33   (N) 101 32 13.58   (W)   HD_HELD1
 QS0507* NAVD 88 ORTHO HEIGHT -   671.310 (meters)     2202.46  (feet) ADJUSTED
 QS0507  ______________________________________________________________________
 QS0507  GEOID HEIGHT    -        -20.601 (meters)                     GEOID18
 QS0507  DYNAMIC HEIGHT  -        671.188 (meters)     2202.06  (feet) COMP
 QS0507  MODELED GRAVITY -    980,414.0   (mgal)                       NAVD 88
 QS0507
 QS0507  VERT ORDER      -  FIRST     CLASS II
 QS0507
 QS0507.The horizontal coordinates were determined by differentially corrected
 QS0507.hand held GPS observations or other comparable positioning techniques
 QS0507.and have an estimated accuracy of +/- 3 meters.
 QS0507
 QS0507.The orthometric height was determined by differential leveling and
 QS0507.adjusted by the NATIONAL GEODETIC SURVEY
 QS0507.in June 1991.
 QS0507
 QS0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0507.GEOID18 height accuracy estimate available here.
 QS0507
 QS0507.Click photographs - Photos may exist for this station.
 QS0507
 QS0507.The dynamic height is computed by dividing the NAVD 88
 QS0507.geopotential number by the normal gravity value computed on the
 QS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0507.degrees latitude (g = 980.6199 gals.).
 QS0507
 QS0507.The modeled gravity was interpolated from observed gravity values.
 QS0507
 QS0507;                    North         East    Units  Estimated Accuracy
 QS0507;SPC SD N     -   152,037.1     479,222.1     MT  (+/- 3 meters HH1 GPS) 
 QS0507
 QS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0070307322(NAD 83)
 QS0507
 QS0507                          SUPERSEDED SURVEY CONTROL
 QS0507
 QS0507  NGVD 29 (??/??/92)  670.854  (m)         2200.96   (f) ADJ UNCH    1 2
 QS0507
 QS0507.Superseded values are not recommended for survey control.
 QS0507
 QS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0507.See file dsdata.pdf to determine how the superseded data were derived.
 QS0507
 QS0507_MARKER: DB = BENCH MARK DISK
 QS0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0507_STAMPING: K 20 1933
 QS0507_MARK LOGO: CGS
 QS0507_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0507+STABILITY: SURFACE MOTION
 QS0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0507+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2012
 QS0507
 QS0507  HISTORY     - Date     Condition        Report By
 QS0507  HISTORY     - 1933     MONUMENTED       CGS
 QS0507  HISTORY     - 1934     GOOD             CGS
 QS0507  HISTORY     - 1985     GOOD             NGS
 QS0507  HISTORY     - 20120726 GOOD             INDIV
 QS0507
 QS0507                          STATION DESCRIPTION
 QS0507
 QS0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0507'12.5 MI N FROM DUPREE.
 QS0507'12.5 MILES NORTH ALONG STATE HIGHWAY 65 FROM DUPREE, ZIEBACH
 QS0507'COUNTY, ABOUT 2.3 MILES SOUTH OF THE BRIDGE OVER MOREAU RIVER,
 QS0507'AND 94 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 QS0507'DISK, STAMPED K 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 QS0507'PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 QS0507
 QS0507                          STATION RECOVERY (1934)
 QS0507
 QS0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0507'RECOVERED IN GOOD CONDITION.
 QS0507
 QS0507                          STATION RECOVERY (1985)
 QS0507
 QS0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0507'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.88 KM (1.79
 QS0507'MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 QS0507'DUPREE, THENCE 17.41 KM (10.82 MI) NORTH ALONG STATE HIGHWAY 65, 3.24
 QS0507'KM (2.01 MI) SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE OVER THE
 QS0507'MOREAU RIVER, 0.39 KM (0.24 MI) SOUTH OF MILEPOST 175, 28.3 METERS (93
 QS0507'FT) EAST OF THE HIGHWAY CENTERLINE, 73.8 METERS (242 FT)
 QS0507'NORTH-NORTHEAST OF THE EAST END OF 18-INCH PIPE CULVERT, 64.6 METERS
 QS0507'(212 FT) SOUTH-SOUTHEAST OF THE EAST END OF A 18-INCH PIPE CULVERT AND
 QS0507'15.2 METERS (50 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 QS0507'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0507'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0507
 QS0507                          STATION RECOVERY (2012)
 QS0507
 QS0507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0056 ***********************************************************************
 QR0056  DESIGNATION -  K 20
 QR0056  PID         -  QR0056
 QR0056  STATE/COUNTY-  SD/BROWN
 QR0056  COUNTRY     -  US
 QR0056  USGS QUAD   -  JAMES (2017)
 QR0056
 QR0056                         *CURRENT SURVEY CONTROL
 QR0056  ______________________________________________________________________
 QR0056* NAD 83(1986) POSITION- 45 27 58.     (N) 098 12 51.     (W)   SCALED
 QR0056* NAVD 88 ORTHO HEIGHT -   397.417 (meters)     1303.86  (feet) ADJUSTED
 QR0056  ______________________________________________________________________
 QR0056  GEOID HEIGHT    -        -24.775 (meters)                     GEOID18
 QR0056  DYNAMIC HEIGHT  -        397.388 (meters)     1303.76  (feet) COMP
 QR0056  MODELED GRAVITY -    980,532.4   (mgal)                       NAVD 88
 QR0056
 QR0056  VERT ORDER      -  FIRST     CLASS II
 QR0056
 QR0056.The horizontal coordinates were scaled from a map and have
 QR0056.an estimated accuracy of +/- 6 seconds.
 QR0056
 QR0056.The orthometric height was determined by differential leveling and
 QR0056.adjusted by the NATIONAL GEODETIC SURVEY
 QR0056.in June 1991.
 QR0056
 QR0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0056.GEOID18 height accuracy estimate available here.
 QR0056
 QR0056.Click photographs - Photos may exist for this station.
 QR0056
 QR0056.The dynamic height is computed by dividing the NAVD 88
 QR0056.geopotential number by the normal gravity value computed on the
 QR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0056.degrees latitude (g = 980.6199 gals.).
 QR0056
 QR0056.The modeled gravity was interpolated from observed gravity values.
 QR0056
 QR0056;                    North         East    Units  Estimated Accuracy
 QR0056;SPC SD N     -   182,980.      739,650.      MT  (+/- 180 meters Scaled)
 QR0056
 QR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR614350(NAD 83)
 QR0056
 QR0056                          SUPERSEDED SURVEY CONTROL
 QR0056
 QR0056  NGVD 29 (??/??/92)  397.128  (m)         1302.91   (f) ADJ UNCH    1 2
 QR0056
 QR0056.Superseded values are not recommended for survey control.
 QR0056
 QR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0056.See file dsdata.pdf to determine how the superseded data were derived.
 QR0056
 QR0056_MARKER: DB = BENCH MARK DISK
 QR0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0056_STAMPING: 1302.911 K 20 1931
 QR0056_MARK LOGO: CGS
 QR0056_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0056+STABILITY: SURFACE MOTION
 QR0056
 QR0056  HISTORY     - Date     Condition        Report By
 QR0056  HISTORY     - 1931     MONUMENTED       CGS
 QR0056  HISTORY     - 1941     GOOD             CGS
 QR0056  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0056
 QR0056                          STATION DESCRIPTION
 QR0056
 QR0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0056'IN JAMES.
 QR0056'AT JAMES, BROWN COUNTY, 63 FEET EAST OF THE CHICAGO, MILWAUKEE,
 QR0056'ST. PAUL AND PACIFIC RAILROAD STATION, AND 36.5 FEET NORTH OF
 QR0056'THE CENTER LINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED
 QR0056'1302.911 K 20 1931 AND SET IN THE TOP OF A CONCRETE POST
 QR0056'PROJECTING 2 INCHES ABOVE GROUND.
 QR0056
 QR0056                          STATION RECOVERY (1941)
 QR0056
 QR0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0056'RECOVERED IN GOOD CONDITION.
 QR0056
 QR0056                          STATION RECOVERY (1997)
 QR0056
 QR0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0056'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0841 ***********************************************************************
 PT0841  DESIGNATION -  K 21
 PT0841  PID         -  PT0841
 PT0841  STATE/COUNTY-  SD/HAAKON
 PT0841  COUNTRY     -  US
 PT0841  USGS QUAD   -  CHERRY CREEK (2017)
 PT0841
 PT0841                         *CURRENT SURVEY CONTROL
 PT0841  ______________________________________________________________________
 PT0841* NAD 83(1986) POSITION- 44 33 23.00   (N) 101 29 16.87   (W)   HD_HELD1
 PT0841* NAVD 88 ORTHO HEIGHT -   563.905 (meters)     1850.08  (feet) ADJUSTED
 PT0841  ______________________________________________________________________
 PT0841  GEOID HEIGHT    -        -21.418 (meters)                     GEOID18
 PT0841  DYNAMIC HEIGHT  -        563.782 (meters)     1849.67  (feet) COMP
 PT0841  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 PT0841
 PT0841  VERT ORDER      -  FIRST     CLASS II
 PT0841
 PT0841.The horizontal coordinates were determined by differentially corrected
 PT0841.hand held GPS observations or other comparable positioning techniques
 PT0841.and have an estimated accuracy of +/- 3 meters.
 PT0841
 PT0841.The orthometric height was determined by differential leveling and
 PT0841.adjusted by the NATIONAL GEODETIC SURVEY
 PT0841.in June 1991.
 PT0841
 PT0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0841.GEOID18 height accuracy estimate available here.
 PT0841
 PT0841.Click photographs - Photos may exist for this station.
 PT0841
 PT0841.The dynamic height is computed by dividing the NAVD 88
 PT0841.geopotential number by the normal gravity value computed on the
 PT0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0841.degrees latitude (g = 980.6199 gals.).
 PT0841
 PT0841.The modeled gravity was interpolated from observed gravity values.
 PT0841
 PT0841;                    North         East    Units  Estimated Accuracy
 PT0841;SPC SD S     -   247,615.9     508,256.1     MT  (+/- 3 meters HH1 GPS) 
 PT0841
 PT0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0239736683(NAD 83)
 PT0841
 PT0841                          SUPERSEDED SURVEY CONTROL
 PT0841
 PT0841  NGVD 29 (??/??/92)  563.463  (m)         1848.63   (f) ADJ UNCH    1 2
 PT0841
 PT0841.Superseded values are not recommended for survey control.
 PT0841
 PT0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0841.See file dsdata.pdf to determine how the superseded data were derived.
 PT0841
 PT0841_MARKER: DB = BENCH MARK DISK
 PT0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0841_STAMPING: K 21 1933
 PT0841_MARK LOGO: CGS
 PT0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0841+STABILITY: SURFACE MOTION
 PT0841
 PT0841  HISTORY     - Date     Condition        Report By
 PT0841  HISTORY     - 1933     MONUMENTED       CGS
 PT0841  HISTORY     - 1934     GOOD             CGS
 PT0841
 PT0841                          STATION DESCRIPTION
 PT0841
 PT0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0841'5.6 MI S FROM CHERRY CREEK.
 PT0841'IN HAAKON COUNTY, ABOUT 5.6 MILES SOUTH ALONG THE MILESVILLE
 PT0841'ROAD FROM CHERRY CREEK, ZIEBACH COUNTY, ABOUT 0.2 MILE NORTHWEST
 PT0841'OF A SMALL CREEK, ON THE SOUTHEAST SLOPE OF A SMALL KNOLL, ABOUT 120
 PT0841'FEET NORTH OF A FENCE CORNER, 55 FEET NORTHWEST OF THE CENTER
 PT0841'LINE OF THE ROAD, AND 38 FEET NORTH OF A MAIL BOX.  A STANDARD
 PT0841'DISK, STAMPED K 21 1933 AND SET IN THE TOP OF A CONCRETE POST
 PT0841'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 PT0841
 PT0841                          STATION RECOVERY (1934)
 PT0841
 PT0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DQ8781 ***********************************************************************
 DQ8781  DESIGNATION -  K 22 RESET
 DQ8781  PID         -  DQ8781
 DQ8781  STATE/COUNTY-  SD/HAAKON
 DQ8781  COUNTRY     -  US
 DQ8781  USGS QUAD   -  PHILIP (2017)
 DQ8781
 DQ8781                         *CURRENT SURVEY CONTROL
 DQ8781  ______________________________________________________________________
 DQ8781* NAD 83(1986) POSITION- 44 00 38.2    (N) 101 39 19.3    (W)   HD_HELD2
 DQ8781* NAVD 88 ORTHO HEIGHT -   720.03  (meters)     2362.3   (feet) RESET
 DQ8781  ______________________________________________________________________
 DQ8781  GEOID HEIGHT    -        -21.138 (meters)                     GEOID18
 DQ8781  VERT ORDER      -  THIRD
 DQ8781
 DQ8781.The horizontal coordinates were established by autonomous hand held GPS
 DQ8781.observations and have an estimated accuracy of +/- 10 meters.
 DQ8781
 DQ8781.The orthometric height was computed from unverified reset data.
 DQ8781
 DQ8781.No vertical observational check was made to the station.
 DQ8781
 DQ8781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8781.GEOID18 height accuracy estimate available here.
 DQ8781
 DQ8781.Click photographs - Photos may exist for this station.
 DQ8781
 DQ8781;                    North         East    Units  Estimated Accuracy
 DQ8781;SPC SD S     -   187,178.      493,996.      MT  (+/- 10 meters HH2 GPS)
 DQ8781
 DQ8781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8714376479(NAD 83)
 DQ8781
 DQ8781                          SUPERSEDED SURVEY CONTROL
 DQ8781
 DQ8781.No superseded survey control is available for this station.
 DQ8781
 DQ8781_MARKER: DV = VERTICAL CONTROL DISK
 DQ8781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8781_STAMPING: K 22 RESET 2016
 DQ8781_MARK LOGO: NGS
 DQ8781_PROJECTION: PROJECTING 10 CENTIMETERS
 DQ8781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8781+STABILITY: SURFACE MOTION
 DQ8781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8781+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2018
 DQ8781
 DQ8781  HISTORY     - Date     Condition        Report By
 DQ8781  HISTORY     - 20160502 MONUMENTED       NGS
 DQ8781  HISTORY     - 20181025 GOOD             NGS
 DQ8781
 DQ8781                          STATION DESCRIPTION
 DQ8781
 DQ8781'DESCRIBED BY NATIONAL GEODETIC SURVEY 2016 (LJG)
 DQ8781'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-SOUTHWEST OF POWELL,
 DQ8781'3.1 MI (5.0 KM) NORTH OF PHILIP JUNCTION AND 2.0 MI (3.2 KM)
 DQ8781'SOUTH-SOUTHEAST OF PHILIP.
 DQ8781'
 DQ8781'TO REACH FROM THE POST OFFICE IN PHILIP, SOUTH DAKOTA GO WEST ON EAST
 DQ8781'PINE STREET FOR 0.1 MI (0.2 KM).  TURN LEFT ON LARIMER AVENUE (HIGHWAY
 DQ8781'73) AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE BENCH MARK ON THE RIGHT.
 DQ8781'THE BENCH MARK IS SET MIDWAY BETWEEN DOUBLE POWER POLES AT THE
 DQ8781'ENTRANCE TO A HOUSING DEVELOPMENT.
 DQ8781'
 DQ8781'THE BENCH MARK IS 162 FT (49.4 M) WEST-SOUTHWEST OF CENTER OF HIGHWAY
 DQ8781'73, 17 FT (5.2 M) SOUTH-SOUTHEAST OF CENTER OF GRAVELED STREET, 5.5 FT
 DQ8781'(1.7 M) WEST-SOUTHWEST OF A POWER POLE, 5.5 FT (1.7 M) EAST-NORTHEAST
 DQ8781'OF A POWER POLE AND 1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.
 DQ8781'
 DQ8781'NOTE-THE MARK IS SET IN A 12 INCH (30 CM) ROUND CONCRETE MONUMENT THAT
 DQ8781'IS 4 FT (1.2 M) DEEP.
 DQ8781
 DQ8781                          STATION RECOVERY (2018)
 DQ8781
 DQ8781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DAZ)
 DQ8781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0321 ***********************************************************************
 OS0321  DESIGNATION -  K 23
 OS0321  PID         -  OS0321
 OS0321  STATE/COUNTY-  SD/JACKSON
 OS0321  COUNTRY     -  US
 OS0321  USGS QUAD   -  WANBLEE NE (2017)
 OS0321
 OS0321                         *CURRENT SURVEY CONTROL
 OS0321  ______________________________________________________________________
 OS0321* NAD 83(1986) POSITION- 43 37 43.30   (N) 101 30 03.38   (W)   HD_HELD1
 OS0321* NAVD 88 ORTHO HEIGHT -   730.342 (meters)     2396.13  (feet) ADJUSTED
 OS0321  ______________________________________________________________________
 OS0321  GEOID HEIGHT    -        -21.393 (meters)                     GEOID18
 OS0321  DYNAMIC HEIGHT  -        730.091 (meters)     2395.31  (feet) COMP
 OS0321  MODELED GRAVITY -    980,253.1   (mgal)                       NAVD 88
 OS0321
 OS0321  VERT ORDER      -  SECOND    CLASS 0
 OS0321
 OS0321.The horizontal coordinates were determined by differentially corrected
 OS0321.hand held GPS observations or other comparable positioning techniques
 OS0321.and have an estimated accuracy of +/- 3 meters.
 OS0321
 OS0321.The orthometric height was determined by differential leveling and
 OS0321.adjusted by the NATIONAL GEODETIC SURVEY
 OS0321.in June 1991.
 OS0321
 OS0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0321.GEOID18 height accuracy estimate available here.
 OS0321
 OS0321.Click photographs - Photos may exist for this station.
 OS0321
 OS0321.The dynamic height is computed by dividing the NAVD 88
 OS0321.geopotential number by the normal gravity value computed on the
 OS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0321.degrees latitude (g = 980.6199 gals.).
 OS0321
 OS0321.The modeled gravity was interpolated from observed gravity values.
 OS0321
 OS0321;                    North         East    Units  Estimated Accuracy
 OS0321;SPC SD S     -   144,565.5     505,780.6     MT  (+/- 3 meters HH1 GPS) 
 OS0321
 OS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9824033673(NAD 83)
 OS0321
 OS0321                          SUPERSEDED SURVEY CONTROL
 OS0321
 OS0321  NGVD 29 (??/??/92)  729.898  (m)         2394.67   (f) ADJ UNCH    2 0
 OS0321
 OS0321.Superseded values are not recommended for survey control.
 OS0321
 OS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0321.See file dsdata.pdf to determine how the superseded data were derived.
 OS0321
 OS0321_MARKER: DB = BENCH MARK DISK
 OS0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0321_STAMPING: K 23 1934
 OS0321_MARK LOGO: CGS
 OS0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0321+STABILITY: SURFACE MOTION
 OS0321
 OS0321  HISTORY     - Date     Condition        Report By
 OS0321  HISTORY     - 1934     MONUMENTED       CGS
 OS0321  HISTORY     - 1941     GOOD             CGS
 OS0321
 OS0321                          STATION DESCRIPTION
 OS0321
 OS0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0321'16.7 MI S FROM KADOKA.
 OS0321'IN WASHABAUGH COUNTY, 16.7 MILES SOUTH ALONG STATE HIGHWAY 73
 OS0321'FROM KADOKA, JACKSON COUNTY, IN A WIDE VALLEY, 300 FEET NORTHEAST
 OS0321'OF A SMALL WASH, 41 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OS0321'HIGHWAY, AND 6 FEET SOUTHWEST OF A FENCE CORNER.  A STANDARD
 OS0321'DISK, STAMPED K 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1427 ***********************************************************************
 PU1427  DESIGNATION -  K 24=P 9 9
 PU1427  PID         -  PU1427
 PU1427  STATE/COUNTY-  SD/MEADE
 PU1427  COUNTRY     -  US
 PU1427  USGS QUAD   -  TILFORD (2017)
 PU1427
 PU1427                         *CURRENT SURVEY CONTROL
 PU1427  ______________________________________________________________________
 PU1427* NAD 83(1986) POSITION- 44 18 06.     (N) 103 25 43.     (W)   SCALED
 PU1427* NAVD 88 ORTHO HEIGHT -  1091.016 (meters)     3579.44  (feet) ADJUSTED
 PU1427  ______________________________________________________________________
 PU1427  GEOID HEIGHT    -        -15.228 (meters)                     GEOID18
 PU1427  DYNAMIC HEIGHT  -       1090.646 (meters)     3578.23  (feet) COMP
 PU1427  MODELED GRAVITY -    980,240.9   (mgal)                       NAVD 88
 PU1427
 PU1427  VERT ORDER      -  FIRST     CLASS II
 PU1427
 PU1427.The horizontal coordinates were scaled from a map and have
 PU1427.an estimated accuracy of +/- 6 seconds.
 PU1427
 PU1427.The orthometric height was determined by differential leveling and
 PU1427.adjusted by the NATIONAL GEODETIC SURVEY
 PU1427.in June 1991.
 PU1427
 PU1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1427.GEOID18 height accuracy estimate available here.
 PU1427
 PU1427.Click photographs - Photos may exist for this station.
 PU1427
 PU1427.The dynamic height is computed by dividing the NAVD 88
 PU1427.geopotential number by the normal gravity value computed on the
 PU1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1427.degrees latitude (g = 980.6199 gals.).
 PU1427
 PU1427.The modeled gravity was interpolated from observed gravity values.
 PU1427
 PU1427;                    North         East    Units  Estimated Accuracy
 PU1427;SPC SD N     -    57,840.      326,480.      MT  (+/- 180 meters Scaled)
 PU1427
 PU1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK253065(NAD 83)
 PU1427
 PU1427                          SUPERSEDED SURVEY CONTROL
 PU1427
 PU1427  NGVD 29 (??/??/92) 1090.503  (m)         3577.76   (f) ADJ UNCH    1 2
 PU1427
 PU1427.Superseded values are not recommended for survey control.
 PU1427
 PU1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1427.See file dsdata.pdf to determine how the superseded data were derived.
 PU1427
 PU1427_MARKER: DD = SURVEY DISK
 PU1427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1427_STAMPING: K 24 1934
 PU1427_MARK LOGO: CGS+SS
 PU1427_PROJECTION: PROJECTING 3 CENTIMETERS
 PU1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1427
 PU1427  HISTORY     - Date     Condition        Report By
 PU1427  HISTORY     - 1934     MONUMENTED       SDGS
 PU1427  HISTORY     - 1962     GOOD             CGS
 PU1427  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1427  HISTORY     - 20120806 MARK NOT FOUND   INDIV
 PU1427
 PU1427                          STATION DESCRIPTION
 PU1427
 PU1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1427'10.3 MI SE FROM STURGIS.
 PU1427'ABOUT 10.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1427'RAILWAY FROM THE STATION AT STURGIS, 3 1/2 TELEPHONE POLES SOUTHEAST
 PU1427'OF MILE POST 119, 0.1 MILE NORTHWEST OF A ROAD CROSSING, 79 FEET
 PU1427'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, NEAR THE SOUTHWEST
 PU1427'SIDE OF A SMALL NARROW MEADOW, 109 FEET SOUTHWEST OF A FENCE, 19
 PU1427'FEET NORTHEAST OF THE NORTHEAST RAILROAD RIGHT-OF-WAY FENCE, 19
 PU1427'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU1427'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 PU1427'PROJECTING 1 INCH.
 PU1427
 PU1427                          STATION RECOVERY (1991)
 PU1427
 PU1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1427'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1427
 PU1427                          STATION RECOVERY (2012)
 PU1427
 PU1427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1779 ***********************************************************************
 PU1779  DESIGNATION -  K 25
 PU1779  PID         -  PU1779
 PU1779  STATE/COUNTY-  SD/BUTTE
 PU1779  COUNTRY     -  US
 PU1779  USGS QUAD   -  MUD BUTTES (2017)
 PU1779
 PU1779                         *CURRENT SURVEY CONTROL
 PU1779  ______________________________________________________________________
 PU1779* NAD 83(1986) POSITION- 44 49 21.     (N) 103 50 47.     (W)   SCALED
 PU1779* NAVD 88 ORTHO HEIGHT -   924.983 (meters)     3034.72  (feet) ADJUSTED
 PU1779  ______________________________________________________________________
 PU1779  GEOID HEIGHT    -        -15.662 (meters)                     GEOID18
 PU1779  DYNAMIC HEIGHT  -        924.738 (meters)     3033.91  (feet) COMP
 PU1779  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 PU1779
 PU1779  VERT ORDER      -  FIRST     CLASS II
 PU1779
 PU1779.The horizontal coordinates were scaled from a map and have
 PU1779.an estimated accuracy of +/- 6 seconds.
 PU1779
 PU1779.The orthometric height was determined by differential leveling and
 PU1779.adjusted by the NATIONAL GEODETIC SURVEY
 PU1779.in April 2000.
 PU1779
 PU1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1779.GEOID18 height accuracy estimate available here.
 PU1779
 PU1779.Click photographs - Photos may exist for this station.
 PU1779
 PU1779.The dynamic height is computed by dividing the NAVD 88
 PU1779.geopotential number by the normal gravity value computed on the
 PU1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1779.degrees latitude (g = 980.6199 gals.).
 PU1779
 PU1779.The modeled gravity was interpolated from observed gravity values.
 PU1779
 PU1779;                    North         East    Units  Estimated Accuracy
 PU1779;SPC SD N     -   117,140.      295,920.      MT  (+/- 180 meters Scaled)
 PU1779
 PU1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK912638(NAD 83)
 PU1779
 PU1779                          SUPERSEDED SURVEY CONTROL
 PU1779
 PU1779  NAVD 88 (06/15/91)  924.962  (m)         3034.65   (f) SUPERSEDED  1 2
 PU1779  NGVD 29 (??/??/92)  924.481  (m)         3033.07   (f) ADJ UNCH    1 2
 PU1779
 PU1779.Superseded values are not recommended for survey control.
 PU1779
 PU1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1779.See file dsdata.pdf to determine how the superseded data were derived.
 PU1779
 PU1779_MARKER: DB = BENCH MARK DISK
 PU1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1779_STAMPING: K 25 1934
 PU1779_MARK LOGO: CGS
 PU1779_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1779+STABILITY: SURFACE MOTION
 PU1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1779+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1779
 PU1779  HISTORY     - Date     Condition        Report By
 PU1779  HISTORY     - 1934     MONUMENTED       CGS
 PU1779  HISTORY     - 1962     GOOD             CGS
 PU1779  HISTORY     - 1962     GOOD             CGS
 PU1779  HISTORY     - 19980920 GOOD             NGS
 PU1779
 PU1779                          STATION DESCRIPTION
 PU1779
 PU1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1779'10.6 MI N FROM BELLE FOURCHE.
 PU1779'ABOUT 10.65 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1779'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, AT THE
 PU1779'NORTHWEST CORNER OF THE OWL CREEK SCHOOL YARD, 36 FEET EAST OF THE
 PU1779'CENTER LINE OF THE HIGHWAY, 163 FEET NORTHWEST OF THE NORTHWEST
 PU1779'CORNER OF THE SCHOOL BUILDING, 2 1/2 FEET EAST OF A FENCE, 0.8
 PU1779'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 PU1779'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1779'5 INCHES.
 PU1779
 PU1779                          STATION RECOVERY (1962)
 PU1779
 PU1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1779'RECOVERED IN GOOD CONDITION.
 PU1779
 PU1779                          STATION RECOVERY (1998)
 PU1779
 PU1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1779'14.0 KM (8.70 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1779'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.4 KM (0.25 MI) EASTERLY
 PU1779'ALONG A GRAVELED ROAD, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG A
 PU1779'GRAVELED ROAD, 68.0 M (223.1 FT) NORTHWEST OF A FLAGPOLE, 22.4 M (73.5
 PU1779'FT) SOUTH OF A UTILITY POLE, 12.2 M (40.0 FT) EAST OF THE ROAD CENTER,
 PU1779'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) EAST OF A
 PU1779'WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 PU1779'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY TOM DAVIS,
 PU1779'HCR 64, BOX 38, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0307 ***********************************************************************
 QT0307  DESIGNATION -  K 26
 QT0307  PID         -  QT0307
 QT0307  STATE/COUNTY-  SD/HARDING
 QT0307  COUNTRY     -  US
 QT0307  USGS QUAD   -  REDIG NE (2017)
 QT0307
 QT0307                         *CURRENT SURVEY CONTROL
 QT0307  ______________________________________________________________________
 QT0307* NAD 83(1986) POSITION- 45 25 00.     (N) 103 33 02.     (W)   SCALED
 QT0307* NAVD 88 ORTHO HEIGHT -   940.399 (meters)     3085.29  (feet) ADJUSTED
 QT0307  ______________________________________________________________________
 QT0307  GEOID HEIGHT    -        -16.098 (meters)                     GEOID18
 QT0307  DYNAMIC HEIGHT  -        940.220 (meters)     3084.71  (feet) COMP
 QT0307  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 QT0307
 QT0307  VERT ORDER      -  FIRST     CLASS II
 QT0307
 QT0307.The horizontal coordinates were scaled from a map and have
 QT0307.an estimated accuracy of +/- 6 seconds.
 QT0307
 QT0307.The orthometric height was determined by differential leveling and
 QT0307.adjusted by the NATIONAL GEODETIC SURVEY
 QT0307.in June 1991.
 QT0307
 QT0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0307.GEOID18 height accuracy estimate available here.
 QT0307
 QT0307.Click photographs - Photos may exist for this station.
 QT0307
 QT0307.The dynamic height is computed by dividing the NAVD 88
 QT0307.geopotential number by the normal gravity value computed on the
 QT0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0307.degrees latitude (g = 980.6199 gals.).
 QT0307
 QT0307.The modeled gravity was interpolated from observed gravity values.
 QT0307
 QT0307;                    North         East    Units  Estimated Accuracy
 QT0307;SPC SD N     -   182,040.      322,190.      MT  (+/- 180 meters Scaled)
 QT0307
 QT0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL134302(NAD 83)
 QT0307
 QT0307                          SUPERSEDED SURVEY CONTROL
 QT0307
 QT0307  NGVD 29 (??/??/92)  939.902  (m)         3083.66   (f) ADJ UNCH    1 2
 QT0307
 QT0307.Superseded values are not recommended for survey control.
 QT0307
 QT0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0307.See file dsdata.pdf to determine how the superseded data were derived.
 QT0307
 QT0307_MARKER: DB = BENCH MARK DISK
 QT0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0307_STAMPING: K 26 1934
 QT0307_MARK LOGO: CGS
 QT0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0307+STABILITY: SURFACE MOTION
 QT0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0307+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0307
 QT0307  HISTORY     - Date     Condition        Report By
 QT0307  HISTORY     - 1934     MONUMENTED       CGS
 QT0307  HISTORY     - 1963     GOOD             CGS
 QT0307  HISTORY     - 19980928 GOOD             NGS
 QT0307
 QT0307                          STATION DESCRIPTION
 QT0307
 QT0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0307'11.3 MI S FROM BUFFALO.
 QT0307'ORIGINAL DESCRIPTION-- 11.3 MILES SOUTH ALONG U.S. HIGHWAY 85
 QT0307'FROM BUFFALO, 127 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 QT0307'AND 5 FEET EAST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED
 QT0307'K 26 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW
 QT0307'HIGHWAY IS UNDER CONSTRUCTION AND ACCORDING TO PLANS THE MARK WILL
 QT0307'BE BETWEEN THE OLD AND NEW LOCATIONS OF U.S. HIGHWAY 85.
 QT0307
 QT0307                          STATION RECOVERY (1998)
 QT0307
 QT0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0307'16.4 KM (10.20 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 QT0307'OF COUNTY ROAD 732 IN REDIG, 150.1 M (492.5 FT) SOUTH OF MILEPOST 115,
 QT0307'112.3 M (368.4 FT) EAST OF THE HIGHWAY CENTERLINE, 89.2 M (292.7 FT)
 QT0307'NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 81.8 M (268.4 FT) EAST
 QT0307'OF A WITNESS POST AND FENCE, 47.7 M (156.5 FT) SOUTHWEST OF A UTILITY
 QT0307'POLE, 42.3 M (138.8 FT) WEST OF THE CENTER OF A OLD ROAD BED, 4.0 M
 QT0307'(13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 QT0307'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT IS ON
 QT0307'PROPERTY OWNED BY MARK HEAIRET, P.O. BOX 141, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0260 ***********************************************************************
 QR0260  DESIGNATION -  K 27
 QR0260  PID         -  QR0260
 QR0260  STATE/COUNTY-  SD/EDMUNDS
 QR0260  COUNTRY     -  US
 QR0260  USGS QUAD   -  BOWDLE (2017)
 QR0260
 QR0260                         *CURRENT SURVEY CONTROL
 QR0260  ______________________________________________________________________
 QR0260* NAD 83(1986) POSITION- 45 27 29.     (N) 099 41 56.     (W)   SCALED
 QR0260* NAVD 88 ORTHO HEIGHT -   605.622 (meters)     1986.94  (feet) ADJUSTED
 QR0260  ______________________________________________________________________
 QR0260  GEOID HEIGHT    -        -22.684 (meters)                     GEOID18
 QR0260  DYNAMIC HEIGHT  -        605.554 (meters)     1986.72  (feet) COMP
 QR0260  MODELED GRAVITY -    980,483.1   (mgal)                       NAVD 88
 QR0260
 QR0260  VERT ORDER      -  FIRST     CLASS II
 QR0260
 QR0260.The horizontal coordinates were scaled from a map and have
 QR0260.an estimated accuracy of +/- 6 seconds.
 QR0260
 QR0260.The orthometric height was determined by differential leveling and
 QR0260.adjusted by the NATIONAL GEODETIC SURVEY
 QR0260.in June 1991.
 QR0260
 QR0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0260.GEOID18 height accuracy estimate available here.
 QR0260
 QR0260.Click photographs - Photos may exist for this station.
 QR0260
 QR0260.The dynamic height is computed by dividing the NAVD 88
 QR0260.geopotential number by the normal gravity value computed on the
 QR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0260.degrees latitude (g = 980.6199 gals.).
 QR0260
 QR0260.The modeled gravity was interpolated from observed gravity values.
 QR0260
 QR0260;                    North         East    Units  Estimated Accuracy
 QR0260;SPC SD N     -   180,590.      623,550.      MT  (+/- 180 meters Scaled)
 QR0260
 QR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR453340(NAD 83)
 QR0260
 QR0260                          SUPERSEDED SURVEY CONTROL
 QR0260
 QR0260  NGVD 29 (??/??/92)  605.230  (m)         1985.66   (f) ADJ UNCH    1 2
 QR0260
 QR0260.Superseded values are not recommended for survey control.
 QR0260
 QR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0260.See file dsdata.pdf to determine how the superseded data were derived.
 QR0260
 QR0260_MARKER: DB = BENCH MARK DISK
 QR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0260_STAMPING: K 27 1934
 QR0260_MARK LOGO: CGS
 QR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0260+STABILITY: SURFACE MOTION
 QR0260
 QR0260  HISTORY     - Date     Condition        Report By
 QR0260  HISTORY     - 1934     MONUMENTED       CGS
 QR0260
 QR0260                          STATION DESCRIPTION
 QR0260
 QR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0260'2.2 MI W FROM BOWDLE.
 QR0260'2.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0260'RAILROAD FROM BOWDLE, EDMUNDS COUNTY, ABOUT 1/8 MILE WEST OF
 QR0260'MILEPOST 59, ABOUT 0.5 MILE WEST OF A ROAD CROSSING, 42 FEET NORTH
 QR0260'OF THE CENTER LINE OF THE TRACK, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY
 QR0260'FENCE.  A STANDARD DISK, STAMPED K 27 1934 AND SET IN THE TOP
 QR0260'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0111 ***********************************************************************
 QS0111  DESIGNATION -  K 28
 QS0111  PID         -  QS0111
 QS0111  STATE/COUNTY-  SD/WALWORTH
 QS0111  COUNTRY     -  US
 QS0111  USGS QUAD   -  MOBRIDGE (2017)
 QS0111
 QS0111                         *CURRENT SURVEY CONTROL
 QS0111  ______________________________________________________________________
 QS0111* NAD 83(1986) POSITION- 45 33 06.     (N) 100 27 38.     (W)   SCALED
 QS0111* NAVD 88 ORTHO HEIGHT -   492.609 (meters)     1616.17  (feet) POSTED
 QS0111  ______________________________________________________________________
 QS0111  GEOID HEIGHT    -        -21.790 (meters)                     GEOID18
 QS0111  DYNAMIC HEIGHT  -        492.57  (meters)     1616.0   (feet) COMP
 QS0111  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 QS0111
 QS0111  VERT ORDER      -  * POSTED, SEE BELOW
 QS0111
 QS0111.The horizontal coordinates were scaled from a map and have
 QS0111.an estimated accuracy of +/- 6 seconds.
 QS0111
 QS0111.The orthometric height was determined by differential leveling
 QS0111.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QS0111
 QS0111.* This is a POSTED BENCH MARK height.
 QS0111
 QS0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0111.GEOID18 height accuracy estimate available here.
 QS0111
 QS0111.Click photographs - Photos may exist for this station.
 QS0111
 QS0111.The dynamic height is computed by dividing the NAVD 88
 QS0111.geopotential number by the normal gravity value computed on the
 QS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0111.degrees latitude (g = 980.6199 gals.).
 QS0111
 QS0111.The modeled gravity was interpolated from observed gravity values.
 QS0111
 QS0111;                    North         East    Units  Estimated Accuracy
 QS0111;SPC SD N     -   191,050.      564,040.      MT  (+/- 180 meters Scaled)
 QS0111
 QS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR859452(NAD 83)
 QS0111
 QS0111                          SUPERSEDED SURVEY CONTROL
 QS0111
 QS0111  NGVD 29 (??/??/92)  492.246  (m)         1614.98   (f) ADJ UNCH    1 2
 QS0111
 QS0111.Superseded values are not recommended for survey control.
 QS0111
 QS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0111.See file dsdata.pdf to determine how the superseded data were derived.
 QS0111
 QS0111_MARKER: DB = BENCH MARK DISK
 QS0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0111_STAMPING: K 28 1934
 QS0111_MARK LOGO: CGS
 QS0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0111+STABILITY: SURFACE MOTION
 QS0111
 QS0111  HISTORY     - Date     Condition        Report By
 QS0111  HISTORY     - 1934     MONUMENTED       CGS
 QS0111  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0111
 QS0111                          STATION DESCRIPTION
 QS0111
 QS0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0111'2 MI NW FROM MOBRIDGE.
 QS0111'2.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0111'PACIFIC RAILROAD FROM MOBRIDGE, WALWORTH COUNTY, AT A ROAD CROSSING,
 QS0111'32 FEET SOUTHEAST OF THE ROAD, 38 FEET SOUTHWEST OF THE CENTER
 QS0111'LINE OF THE TRACK, AND 12 FEET NORTHEAST OF THE RIGHT-OF-WAY
 QS0111'FENCE.  A STANDARD DISK, STAMPED K 28 1934 AND SET IN THE TOP
 QS0111'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0007 ***********************************************************************
 QT0007  CBN         -  This is a Cooperative Base Network Control Station.
 QT0007  DESIGNATION -  K 29
 QT0007  PID         -  QT0007
 QT0007  STATE/COUNTY-  SD/PERKINS
 QT0007  COUNTRY     -  US
 QT0007  USGS QUAD   -  BISON (2017)
 QT0007
 QT0007                         *CURRENT SURVEY CONTROL
 QT0007  ______________________________________________________________________
 QT0007* NAD 83(2011) POSITION- 45 31 50.28971(N) 102 28 03.83735(W)   ADJUSTED
 QT0007* NAD 83(2011) ELLIP HT-   834.410 (meters)        (06/27/12)   ADJUSTED
 QT0007* NAD 83(2011) EPOCH   -  2010.00
 QT0007* NAVD 88 ORTHO HEIGHT -   852.550 (meters)     2797.07  (feet) ADJUSTED
 QT0007  ______________________________________________________________________
 QT0007  GEOID HEIGHT    -        -18.154 (meters)                     GEOID18
 QT0007  NAD 83(2011) X  -   -966,383.539 (meters)                     COMP
 QT0007  NAD 83(2011) Y  - -4,370,721.661 (meters)                     COMP
 QT0007  NAD 83(2011) Z  -  4,529,450.570 (meters)                     COMP
 QT0007  LAPLACE CORR    -         -6.36  (seconds)                    DEFLEC18
 QT0007  DYNAMIC HEIGHT  -        852.412 (meters)     2796.62  (feet) COMP
 QT0007  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 QT0007
 QT0007  VERT ORDER      -  FIRST     CLASS II
 QT0007
 QT0007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QT0007  Standards:
 QT0007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QT0007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QT0007  -------------------------------------------------------------------
 QT0007  NETWORK    1.10   3.18           0.51   0.36   1.62     -0.18838372
 QT0007  -------------------------------------------------------------------
 QT0007  Click here for local accuracies and other accuracy information.
 QT0007
 QT0007.The horizontal coordinates were established by GPS observations
 QT0007.and adjusted by the National Geodetic Survey in June 2012.
 QT0007
 QT0007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QT0007.been affixed to the stable North American tectonic plate. See 
 QT0007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QT0007
 QT0007.The horizontal coordinates are valid at the epoch date displayed above
 QT0007.which is a decimal equivalence of Year/Month/Day.
 QT0007
 QT0007.The orthometric height was determined by differential leveling and
 QT0007.adjusted by the NATIONAL GEODETIC SURVEY
 QT0007.in April 2000.
 QT0007
 QT0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0007.GEOID18 height accuracy estimate available here.
 QT0007
 QT0007.Click photographs - Photos may exist for this station.
 QT0007
 QT0007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0007
 QT0007.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0007
 QT0007.The ellipsoidal height was determined by GPS observations
 QT0007.and is referenced to NAD 83.
 QT0007
 QT0007.The dynamic height is computed by dividing the NAVD 88
 QT0007.geopotential number by the normal gravity value computed on the
 QT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0007.degrees latitude (g = 980.6199 gals.).
 QT0007
 QT0007.The modeled gravity was interpolated from observed gravity values.
 QT0007
 QT0007. The following values were computed from the NAD 83(2011) position.
 QT0007
 QT0007;                    North         East     Units Scale Factor Converg.
 QT0007;SPC SD N     -   191,550.673   407,266.267   MT  0.99997410   -1 44 47.4
 QT0007;SPC SD N     -   628,445.83  1,336,172.74   sFT  0.99997410   -1 44 47.4
 QT0007;UTM  13      - 5,045,019.261   697,729.523   MT  1.00008071   +1 48 27.6
 QT0007
 QT0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0007!SPC SD N     -   0.99986920  x   0.99997410  =   0.99984330
 QT0007!UTM  13      -   0.99986920  x   1.00008071  =   0.99994990
 QT0007
 QT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9772945019(NAD 83)
 QT0007
 QT0007                          SUPERSEDED SURVEY CONTROL
 QT0007
 QT0007  NAD 83(2007)-  45 31 50.28961(N)    102 28 03.83849(W) AD(2002.00) 0
 QT0007  ELLIP H (02/10/07)  834.436  (m)                       GP(2002.00)    
 QT0007  ELLIP H (04/15/04)  834.431  (m)                       GP(       ) 2 1
 QT0007  NAD 83(1996)-  45 31 50.28895(N)    102 28 03.83800(W) AD(       ) B
 QT0007  ELLIP H (04/18/97)  834.504  (m)                       GP(       ) 4 1
 QT0007  NAVD 88             852.58   (m)         2797.2    (f) LEVELING    3  
 QT0007  NAVD 88 (06/15/91)  852.575  (m)         2797.16   (f) SUPERSEDED  1 2
 QT0007  NGVD 29 (??/??/92)  852.120  (m)         2795.66   (f) ADJ UNCH    1 2
 QT0007
 QT0007.Superseded values are not recommended for survey control.
 QT0007
 QT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0007.See file dsdata.pdf to determine how the superseded data were derived.
 QT0007
 QT0007_MARKER: DB = BENCH MARK DISK
 QT0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0007_STAMPING: K 29 1934
 QT0007_MARK LOGO: CGS
 QT0007_PROJECTION: FLUSH
 QT0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0007+STABILITY: SURFACE MOTION
 QT0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0007+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0007
 QT0007  HISTORY     - Date     Condition        Report By
 QT0007  HISTORY     - 1934     MONUMENTED       CGS
 QT0007  HISTORY     - 1953     GOOD             LOCSUR
 QT0007  HISTORY     - 1980     GOOD             USGS
 QT0007  HISTORY     - 19960523 GOOD             NGS
 QT0007  HISTORY     - 19990527 GOOD             NGS
 QT0007
 QT0007                          STATION DESCRIPTION
 QT0007
 QT0007'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QT0007'0.5 MI W FROM BISON.
 QT0007'0.5 MILE NORTH AND 250 FEET WEST ALONG STATE HIGHWAY 8 FROM
 QT0007'BISON, PERKINS COUNTY, 45 FEET SOUTH OF THE CENTER LINE OF THE
 QT0007'HIGHWAY, AT AN L-ANGLE IN THE FENCE, 9 FEET WEST OF THE
 QT0007'NORTH-AND-SOUTH FENCE, AND 5 FEET SOUTH OF THE EAST-AND-WEST FENCE.
 QT0007'A STANDARD DISK, STAMPED K 29 1934 AND SET IN THE TOP OF A CONCRETE
 QT0007'POST.
 QT0007
 QT0007                          STATION RECOVERY (1980)
 QT0007
 QT0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0007'BISON COURT HOUSE 0.55 MI N AND ABOUT 700 FT W OF NEAR THE 1/4 COR.
 QT0007'OF SECS. 12 AND 13 T 18 N, R. 13, E 31 FT N AND 138 FT W OF THE NW
 QT0007'COR OF BISON GRAIN CO ELEVATOR 3 FT N AND 42 FT W OF TELPHONE POLE 41
 QT0007'FT S AND 13 FT W OF STATE HWY 20 AT FENCE N 1 FT N OF WITNESS SIGN,
 QT0007'IN CONC POST FLUSH WITH GROUND STANDARD TABLET STAMPED K 29 OLD STATE
 QT0007'HWY 8 IS NOW STATE HWY 20.
 QT0007
 QT0007                          STATION RECOVERY (1996)
 QT0007
 QT0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QT0007'THE STATION IS LOCATED ABOUT 55.0 MI (88.5 KM) EAST OF BUFFALO, 30.0
 QT0007'MI (48.3 KM) SOUTHWEST OF LEMMON, AND 40.0 MI (64.4 KM)
 QT0007'NORTH-NORTHEAST OF MAURINE, ON STATE HIGHWAY 20.  OWNERSHIP--THE STATE
 QT0007'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 QT0007'HIGHWAY 20 AND COUNTY ROAD 9 (WHITE BUTTE ROAD), ON THE WEST SIDE OF
 QT0007'BISON, GO WEST ON STATE HIGHWAY 20 FOR 0.5 MI (0.8 KM) TO THE STATION
 QT0007'ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 9-INCH SQUARE
 QT0007'CONCRETE MONUMENT AND IS LOCATED 111.8 FT (34.1 M) WEST-SOUTHWEST OF
 QT0007'THE SOUTH LEG OF A SIGN (BISON), 42.8 FT (13.0 M) EAST OF THE CENTER
 QT0007'OF A DRIVEWAY LEADING TO A GRAIN ELEVATOR, 42.0 FT (12.8 M) WEST OF
 QT0007'UTILITY POLE NUMBER 5054, 39.6 FT (12.1 M) SOUTH OF THE HIGHWAY
 QT0007'CENTERLINE, AND 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 QT0007
 QT0007                          STATION RECOVERY (1999)
 QT0007
 QT0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0007'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 QT0007'BISON, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG STATE HIGHWAY 20, 757.9
 QT0007'M (2486.5 FT) WEST OF MILEPOST 83, 13.5 M (44.3 FT) EAST OF THE CENTER
 QT0007'OF A ROAD LEADING TO A GRAIN ELEVATOR, 12.7 M (41.7 FT) WEST OF
 QT0007'UTILITY POLE NUMBER 111 833 5054 WITH 1 GUY CABLE, 12.1 M (39.7 FT)
 QT0007'SOUTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 QT0007'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST, AND THE MONUMENT
 QT0007'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 QT0007'RIGHT-OF-WAY.  THIS MONUMENT IS A COOPERATIVE BASE NETWORK CONTROL
 QT0007'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0331 ***********************************************************************
 QR0331  DESIGNATION -  K 295
 QR0331  PID         -  QR0331
 QR0331  STATE/COUNTY-  SD/POTTER
 QR0331  COUNTRY     -  US
 QR0331  USGS QUAD   -  GETTYSBURG (2017)
 QR0331
 QR0331                         *CURRENT SURVEY CONTROL
 QR0331  ______________________________________________________________________
 QR0331* NAD 83(1986) POSITION- 45 01 08.     (N) 099 56 24.     (W)   SCALED
 QR0331* NAVD 88 ORTHO HEIGHT -   635.008 (meters)     2083.36  (feet) ADJUSTED
 QR0331  ______________________________________________________________________
 QR0331  GEOID HEIGHT    -        -22.544 (meters)                     GEOID18
 QR0331  DYNAMIC HEIGHT  -        634.913 (meters)     2083.04  (feet) COMP
 QR0331  MODELED GRAVITY -    980,446.4   (mgal)                       NAVD 88
 QR0331
 QR0331  VERT ORDER      -  FIRST     CLASS II
 QR0331
 QR0331.The horizontal coordinates were scaled from a map and have
 QR0331.an estimated accuracy of +/- 6 seconds.
 QR0331
 QR0331.The orthometric height was determined by differential leveling and
 QR0331.adjusted by the NATIONAL GEODETIC SURVEY
 QR0331.in July 1998.
 QR0331
 QR0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0331.GEOID18 height accuracy estimate available here.
 QR0331
 QR0331.Click photographs - Photos may exist for this station.
 QR0331
 QR0331.The dynamic height is computed by dividing the NAVD 88
 QR0331.geopotential number by the normal gravity value computed on the
 QR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0331.degrees latitude (g = 980.6199 gals.).
 QR0331
 QR0331.The modeled gravity was interpolated from observed gravity values.
 QR0331
 QR0331;                    North         East    Units  Estimated Accuracy
 QR0331;SPC SD N     -   131,740.      604,730.      MT  (+/- 180 meters Scaled)
 QR0331
 QR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ259854(NAD 83)
 QR0331
 QR0331                          SUPERSEDED SURVEY CONTROL
 QR0331
 QR0331  NAVD 88 (06/15/91)  634.976  (m)         2083.25   (f) SUPERSEDED  1 2
 QR0331  NGVD 29 (??/??/92)  634.60   (m)         2082.0    (f) COMPUTED    1 2
 QR0331
 QR0331.Superseded values are not recommended for survey control.
 QR0331
 QR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0331.See file dsdata.pdf to determine how the superseded data were derived.
 QR0331
 QR0331_MARKER: DB = BENCH MARK DISK
 QR0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0331_SP_SET: HEADWALL
 QR0331_STAMPING: K 295 1940
 QR0331_MARK LOGO: CGS
 QR0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0331+STABILITY: SURFACE MOTION
 QR0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0331+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 QR0331
 QR0331  HISTORY     - Date     Condition        Report By
 QR0331  HISTORY     - 1940     MONUMENTED       CGS
 QR0331  HISTORY     - 1945     GOOD             CGS
 QR0331  HISTORY     - 19960606 GOOD             NGS
 QR0331  HISTORY     - 20120614 MARK NOT FOUND   INDIV
 QR0331
 QR0331                          STATION DESCRIPTION
 QR0331
 QR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0331'0.7 MI NE FROM GETTYSBURG.
 QR0331'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 83 FROM THE CITY WATER
 QR0331'TOWER AT GETTYSBURG, POTTER COUNTY, AT THE CROSSING OF THE
 QR0331'CHICAGO AND NORTH WESTERN RAILWAY, 207.5 FEET NORTH OF THE
 QR0331'NORTH RAIL, AT A CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 QR0331'CONCRETE HEADWALL, 21.5 FEET WEST OF THE CENTERLINE OF THE
 QR0331'HIGHWAY, AND 2.8 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 QR0331'STANDARD DISK, STAMPED K 295 1940.
 QR0331
 QR0331                          STATION RECOVERY (1945)
 QR0331
 QR0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QR0331'RECOVERED IN GOOD CONDITION.
 QR0331
 QR0331                          STATION RECOVERY (1996)
 QR0331
 QR0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0331'1.5 KM (0.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QR0331'EXENE STREET IN GETTYSBURG, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE
 QR0331'SOUTH END OF A CONCRETE HEADWALL, 509.1 M (1670.3 FT) EAST OF MILEPOST
 QR0331'226, 7.5 M (24.6 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6
 QR0331'FT) BELOW THE LEVEL OF THE HIGHWAY.
 QR0331
 QR0331                          STATION RECOVERY (2012)
 QR0331
 QR0331'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QR0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0533 ***********************************************************************
 OR0533  DESIGNATION -  K 296
 OR0533  PID         -  OR0533
 OR0533  STATE/COUNTY-  SD/GREGORY
 OR0533  COUNTRY     -  US
 OR0533  USGS QUAD   -  GREGORY (2017)
 OR0533
 OR0533                         *CURRENT SURVEY CONTROL
 OR0533  ______________________________________________________________________
 OR0533* NAD 83(1986) POSITION- 43 13 18.     (N) 099 24 57.     (W)   SCALED
 OR0533* NAVD 88 ORTHO HEIGHT -   653.019 (meters)     2142.45  (feet) ADJUSTED
 OR0533  ______________________________________________________________________
 OR0533  GEOID HEIGHT    -        -25.667 (meters)                     GEOID18
 OR0533  DYNAMIC HEIGHT  -        652.770 (meters)     2141.63  (feet) COMP
 OR0533  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 OR0533
 OR0533  VERT ORDER      -  SECOND    CLASS 0
 OR0533
 OR0533.The horizontal coordinates were scaled from a map and have
 OR0533.an estimated accuracy of +/- 6 seconds.
 OR0533
 OR0533.The orthometric height was determined by differential leveling and
 OR0533.adjusted by the NATIONAL GEODETIC SURVEY
 OR0533.in June 1991.
 OR0533
 OR0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0533.GEOID18 height accuracy estimate available here.
 OR0533
 OR0533.Click photographs - Photos may exist for this station.
 OR0533
 OR0533.The dynamic height is computed by dividing the NAVD 88
 OR0533.geopotential number by the normal gravity value computed on the
 OR0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0533.degrees latitude (g = 980.6199 gals.).
 OR0533
 OR0533.The modeled gravity was interpolated from observed gravity values.
 OR0533
 OR0533;                    North         East    Units  Estimated Accuracy
 OR0533;SPC SD S     -    99,100.      674,540.      MT  (+/- 180 meters Scaled)
 OR0533
 OR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN662855(NAD 83)
 OR0533
 OR0533                          SUPERSEDED SURVEY CONTROL
 OR0533
 OR0533  NGVD 29 (??/??/92)  652.681  (m)         2141.34   (f) ADJ UNCH    2 0
 OR0533
 OR0533.Superseded values are not recommended for survey control.
 OR0533
 OR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0533.See file dsdata.pdf to determine how the superseded data were derived.
 OR0533
 OR0533_MARKER: DB = BENCH MARK DISK
 OR0533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0533_SP_SET: CULVERT HEADWALL
 OR0533_STAMPING: K 296 1940
 OR0533_MARK LOGO: CGS
 OR0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0533+STABILITY: SURFACE MOTION
 OR0533
 OR0533  HISTORY     - Date     Condition        Report By
 OR0533  HISTORY     - 1940     MONUMENTED       CGS
 OR0533  HISTORY     - 1945     GOOD             CGS
 OR0533
 OR0533                          STATION DESCRIPTION
 OR0533
 OR0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0533'0.8 MI E FROM GREGORY.
 OR0533'ABOUT 0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0533'FROM THE STATION AT GREGORY, GREGORY COUNTY, AT A SECTION-LINE
 OR0533'ROAD CROSSING, 79.3 FEET SOUTH OF THE SOUTH RAIL, 54.6 FEET
 OR0533'WEST OF THE CENTER LINE OF THE ROAD, AT A CULVERT UNDER
 OR0533'U.S. HIGHWAY 18, IN THE TOP OF THE EAST END OF THE NORTH
 OR0533'CONCRETE HEAD WALL, 20.5 FEET NORTH OF THE CENTER LINE OF THE
 OR0533'HIGHWAY, AND 1.5 FEET WEST OF A WHITE REFERENCE POST.  A
 OR0533'STANDARD DISK, STAMPED K 296 1940.
 OR0533
 OR0533                          STATION RECOVERY (1945)
 OR0533
 OR0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 OR0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0534 ***********************************************************************
 OR0534  DESIGNATION -  K 296 RESET
 OR0534  PID         -  OR0534
 OR0534  STATE/COUNTY-  SD/GREGORY
 OR0534  COUNTRY     -  US
 OR0534  USGS QUAD   -  GREGORY (2017)
 OR0534
 OR0534                         *CURRENT SURVEY CONTROL
 OR0534  ______________________________________________________________________
 OR0534* NAD 83(1986) POSITION- 43 13 18.     (N) 099 24 56.     (W)   SCALED
 OR0534* NAVD 88 ORTHO HEIGHT -   652.173 (meters)     2139.67  (feet) ADJUSTED
 OR0534  ______________________________________________________________________
 OR0534  GEOID HEIGHT    -        -25.667 (meters)                     GEOID18
 OR0534  DYNAMIC HEIGHT  -        651.923 (meters)     2138.85  (feet) COMP
 OR0534  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 OR0534
 OR0534  VERT ORDER      -  FIRST     CLASS II
 OR0534
 OR0534.The horizontal coordinates were scaled from a map and have
 OR0534.an estimated accuracy of +/- 6 seconds.
 OR0534
 OR0534.The orthometric height was determined by differential leveling and
 OR0534.adjusted by the NATIONAL GEODETIC SURVEY
 OR0534.in June 1994.
 OR0534
 OR0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0534.GEOID18 height accuracy estimate available here.
 OR0534
 OR0534.Click photographs - Photos may exist for this station.
 OR0534
 OR0534.The dynamic height is computed by dividing the NAVD 88
 OR0534.geopotential number by the normal gravity value computed on the
 OR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0534.degrees latitude (g = 980.6199 gals.).
 OR0534
 OR0534.The modeled gravity was interpolated from observed gravity values.
 OR0534
 OR0534;                    North         East    Units  Estimated Accuracy
 OR0534;SPC SD S     -    99,100.      674,560.      MT  (+/- 180 meters Scaled)
 OR0534
 OR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN662855(NAD 83)
 OR0534
 OR0534                          SUPERSEDED SURVEY CONTROL
 OR0534
 OR0534.No superseded survey control is available for this station.
 OR0534
 OR0534_MARKER: DV = VERTICAL CONTROL DISK
 OR0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0534_STAMPING: K 296 RESET 1973
 OR0534_MARK LOGO: NGS
 OR0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0534+STABILITY: SURFACE MOTION
 OR0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0534+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0534
 OR0534  HISTORY     - Date     Condition        Report By
 OR0534  HISTORY     - 1973     MONUMENTED       NGS
 OR0534  HISTORY     - 19930919 GOOD             NGS
 OR0534  HISTORY     - 20120115 GOOD             INDIV
 OR0534
 OR0534                          STATION DESCRIPTION
 OR0534
 OR0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OR0534'0.8 MI E FROM GREGORY.
 OR0534'ABOUT 0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0534'FROM THE MAIN STREET CROSSING IN GREGORY, AT A SECTION LINE
 OR0534'ROAD CROSSING, 212 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 18,
 OR0534'78 FEET NORTH OF THE NORTH RAIL, 33 FEET EAST OF THE CENTER
 OR0534'OF THE GRADED SECTION LINE ROAD, 4.5 FEET EAST OF A POWER POLE
 OR0534'ANCHOR, 28 FEET NORTH OF A POWER POLE, 1.5 FEET WEST OF A FENCE,
 OR0534'1.9 FEET SOUTH OF A METAL WITNESS POST, AND SET IN A ROUND
 OR0534'CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  BENCH MARK K 296
 OR0534'1940 WAS RECOVERED IN GOOD CONDITION, THE DISK WAS REMOVED FROM
 OR0534'THE MARK AT THIS TIME.
 OR0534
 OR0534                          STATION RECOVERY (1993)
 OR0534
 OR0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0534'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR0534'STATE HIGHWAY 47 IN GREGORY, 80.0 M (262.5 FT) NORTH OF MILEPOST 279,
 OR0534'66.0 M (216.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT)
 OR0534'WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 8.7 M (28.5 FT)
 OR0534'NORTH OF A UTILITY POLE, 5.3 M (17.4 FT) SOUTH OF UNDERGROUND CABLE
 OR0534'JUNCTION BOX NUMBER X-C 401 1, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 OR0534'HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 OR0534'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OR0534
 OR0534                          STATION RECOVERY (2012)
 OR0534
 OR0534'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0260 ***********************************************************************
 QS0260  DESIGNATION -  K 298
 QS0260  PID         -  QS0260
 QS0260  STATE/COUNTY-  SD/DEWEY
 QS0260  COUNTRY     -  US
 QS0260  USGS QUAD   -  TRAIL CITY (2017)
 QS0260
 QS0260                         *CURRENT SURVEY CONTROL
 QS0260  ______________________________________________________________________
 QS0260* NAD 83(1986) POSITION- 45 27 31.     (N) 100 41 24.     (W)   SCALED
 QS0260* NAVD 88 ORTHO HEIGHT -   649.857 (meters)     2132.07  (feet) ADJUSTED
 QS0260  ______________________________________________________________________
 QS0260  GEOID HEIGHT    -        -21.502 (meters)                     GEOID18
 QS0260  DYNAMIC HEIGHT  -        649.783 (meters)     2131.83  (feet) COMP
 QS0260  MODELED GRAVITY -    980,481.7   (mgal)                       NAVD 88
 QS0260
 QS0260  VERT ORDER      -  SECOND    CLASS 0
 QS0260
 QS0260.The horizontal coordinates were scaled from a map and have
 QS0260.an estimated accuracy of +/- 6 seconds.
 QS0260
 QS0260.The orthometric height was determined by differential leveling and
 QS0260.adjusted by the NATIONAL GEODETIC SURVEY
 QS0260.in June 1991.
 QS0260
 QS0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0260.GEOID18 height accuracy estimate available here.
 QS0260
 QS0260.Click photographs - Photos may exist for this station.
 QS0260
 QS0260.The dynamic height is computed by dividing the NAVD 88
 QS0260.geopotential number by the normal gravity value computed on the
 QS0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0260.degrees latitude (g = 980.6199 gals.).
 QS0260
 QS0260.The modeled gravity was interpolated from observed gravity values.
 QS0260
 QS0260;                    North         East    Units  Estimated Accuracy
 QS0260;SPC SD N     -   180,840.      546,030.      MT  (+/- 180 meters Scaled)
 QS0260
 QS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR678352(NAD 83)
 QS0260
 QS0260                          SUPERSEDED SURVEY CONTROL
 QS0260
 QS0260  NGVD 29 (??/??/92)  649.452  (m)         2130.74   (f) ADJ UNCH    2 0
 QS0260
 QS0260.Superseded values are not recommended for survey control.
 QS0260
 QS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0260.See file dsdata.pdf to determine how the superseded data were derived.
 QS0260
 QS0260_MARKER: DB = BENCH MARK DISK
 QS0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0260_STAMPING: K 298 1940
 QS0260_MARK LOGO: CGS
 QS0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0260+STABILITY: SURFACE MOTION
 QS0260
 QS0260  HISTORY     - Date     Condition        Report By
 QS0260  HISTORY     - 1940     MONUMENTED       CGS
 QS0260
 QS0260                          STATION DESCRIPTION
 QS0260
 QS0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0260'2.4 MI SE FROM TRAIL CITY.
 QS0260'ABOUT 2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0260'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TRAIL CITY, DEWEY
 QS0260'COUNTY, AT MILEPOST 2, 36 FEET SOUTH OF THE CENTER LINE OF THE
 QS0260'TRACK, 14.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 QS0260'WEST OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD
 QS0260'DISK, STAMPED K 298 1940 AND SET IN THE TOP OF A CONCRETE POST
 QS0260'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0332 ***********************************************************************
 OQ0332  DESIGNATION -  K 3
 OQ0332  PID         -  OQ0332
 OQ0332  STATE/COUNTY-  SD/MINNEHAHA
 OQ0332  COUNTRY     -  US
 OQ0332  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0332
 OQ0332                         *CURRENT SURVEY CONTROL
 OQ0332  ______________________________________________________________________
 OQ0332* NAD 83(1986) POSITION- 43 32 42.     (N) 096 43 10.     (W)   SCALED
 OQ0332* NAVD 88 ORTHO HEIGHT -   427.244 (meters)     1401.72  (feet) ADJUSTED
 OQ0332  ______________________________________________________________________
 OQ0332  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0332  DYNAMIC HEIGHT  -        427.131 (meters)     1401.35  (feet) COMP
 OQ0332  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 OQ0332
 OQ0332  VERT ORDER      -  FIRST     CLASS II
 OQ0332
 OQ0332.The horizontal coordinates were scaled from a map and have
 OQ0332.an estimated accuracy of +/- 6 seconds.
 OQ0332
 OQ0332.The orthometric height was determined by differential leveling and
 OQ0332.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0332.in June 1991.
 OQ0332
 OQ0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0332.GEOID18 height accuracy estimate available here.
 OQ0332
 OQ0332.Click photographs - Photos may exist for this station.
 OQ0332
 OQ0332.The dynamic height is computed by dividing the NAVD 88
 OQ0332.geopotential number by the normal gravity value computed on the
 OQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0332.degrees latitude (g = 980.6199 gals.).
 OQ0332
 OQ0332.The modeled gravity was interpolated from observed gravity values.
 OQ0332
 OQ0332;                    North         East    Units  Estimated Accuracy
 OQ0332;SPC SD S     -   140,960.      891,940.      MT  (+/- 180 meters Scaled)
 OQ0332
 OQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP842238(NAD 83)
 OQ0332
 OQ0332                          SUPERSEDED SURVEY CONTROL
 OQ0332
 OQ0332  NGVD 29 (??/??/92)  426.969  (m)         1400.81   (f) ADJ UNCH    1 2
 OQ0332
 OQ0332.Superseded values are not recommended for survey control.
 OQ0332
 OQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0332.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0332
 OQ0332_MARKER: H = DRILL HOLE
 OQ0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0332_SP_SET: PIER CAPSTONE
 OQ0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0332
 OQ0332  HISTORY     - Date     Condition        Report By
 OQ0332  HISTORY     - 1905     MONUMENTED       CGS
 OQ0332  HISTORY     - 1949     GOOD             CGS
 OQ0332
 OQ0332                          STATION DESCRIPTION
 OQ0332
 OQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0332'AT SIOUX FALLS.
 OQ0332'AT SIOUX FALLS, 0.1 MILE SOUTH OF THE OVERPASS ON U.S. HIGHWAY
 OQ0332'16 AND STATE HIGHWAY 38, AT THE NORTHWEST CORNER OF THE NORTH
 OQ0332'PIER OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILROAD
 OQ0332'BRIDGE OVER THE BIG SIOUX RIVER, 8.3 FEET WEST OF THE WEST
 OQ0332'RAIL, 0.3 FOOT SOUTH OF THE NORTH EDGE OF THE PIER, 0.4 FOOT
 OQ0332'EAST OF THE WEST EDGE OF THE PIER, 3.8 FEET BELOW THE TOP OF THE
 OQ0332'RAIL, THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF THE CAP STONE
 OQ0332'OF THE PIER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2016 ***********************************************************************
 PU2016  DESIGNATION -  K 3 B 1
 PU2016  PID         -  PU2016
 PU2016  STATE/COUNTY-  SD/BUTTE
 PU2016  COUNTRY     -  US
 PU2016  USGS QUAD   -  SAINT ONGE (2017)
 PU2016
 PU2016                         *CURRENT SURVEY CONTROL
 PU2016  ______________________________________________________________________
 PU2016* NAD 83(1986) POSITION- 44 37 15.     (N) 103 40 58.     (W)   SCALED
 PU2016* NAVD 88 ORTHO HEIGHT -   927.870 (meters)     3044.19  (feet) ADJUSTED
 PU2016  ______________________________________________________________________
 PU2016  GEOID HEIGHT    -        -15.526 (meters)                     GEOID18
 PU2016  DYNAMIC HEIGHT  -        927.614 (meters)     3043.35  (feet) COMP
 PU2016  MODELED GRAVITY -    980,309.8   (mgal)                       NAVD 88
 PU2016
 PU2016  VERT ORDER      -  SECOND    CLASS 0
 PU2016
 PU2016.The horizontal coordinates were scaled from a map and have
 PU2016.an estimated accuracy of +/- 6 seconds.
 PU2016
 PU2016.The orthometric height was determined by differential leveling and
 PU2016.adjusted by the NATIONAL GEODETIC SURVEY
 PU2016.in June 1991.
 PU2016
 PU2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2016.GEOID18 height accuracy estimate available here.
 PU2016
 PU2016.Click photographs - Photos may exist for this station.
 PU2016
 PU2016.The dynamic height is computed by dividing the NAVD 88
 PU2016.geopotential number by the normal gravity value computed on the
 PU2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2016.degrees latitude (g = 980.6199 gals.).
 PU2016
 PU2016.The modeled gravity was interpolated from observed gravity values.
 PU2016
 PU2016;                    North         East    Units  Estimated Accuracy
 PU2016;SPC SD N     -    94,160.      307,830.      MT  (+/- 180 meters Scaled)
 PU2016
 PU2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK044416(NAD 83)
 PU2016
 PU2016                          SUPERSEDED SURVEY CONTROL
 PU2016
 PU2016  NGVD 29 (??/??/92)  927.39   (m)         3042.6    (f) COMPUTED    2 0
 PU2016
 PU2016.Superseded values are not recommended for survey control.
 PU2016
 PU2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2016.See file dsdata.pdf to determine how the superseded data were derived.
 PU2016
 PU2016_MARKER: Z = SEE DESCRIPTION
 PU2016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2016_SP_SET: PIER
 PU2016_STAMPING: K 3 B 1
 PU2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2016
 PU2016  HISTORY     - Date     Condition        Report By
 PU2016  HISTORY     - UNK      MONUMENTED       USAF
 PU2016  HISTORY     - 1962     GOOD             CGS
 PU2016
 PU2016                          STATION DESCRIPTION
 PU2016
 PU2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2016'4.5 MI S FROM FRUITDALE.
 PU2016'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2016'FRUITDALE, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE
 PU2016'1.95 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE ACROSS
 PU2016'COUNTRY, 0.3 MILE EAST OF BENCH MARK Q 377, ON A SMALL HILL,
 PU2016'0.25 MILE EAST OF A BOUNDARY FENCE, CENTER OF TRIBRACH MOUNTED
 PU2016'ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET
 PU2016'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2017 ***********************************************************************
 PU2017  DESIGNATION -  K 3 B 2
 PU2017  PID         -  PU2017
 PU2017  STATE/COUNTY-  SD/BUTTE
 PU2017  COUNTRY     -  US
 PU2017  USGS QUAD   -  SAINT ONGE (2017)
 PU2017
 PU2017                         *CURRENT SURVEY CONTROL
 PU2017  ______________________________________________________________________
 PU2017* NAD 83(1986) POSITION- 44 37 04.     (N) 103 41 22.     (W)   SCALED
 PU2017* NAVD 88 ORTHO HEIGHT -   933.092 (meters)     3061.32  (feet) ADJUSTED
 PU2017  ______________________________________________________________________
 PU2017  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 PU2017  DYNAMIC HEIGHT  -        932.833 (meters)     3060.47  (feet) COMP
 PU2017  MODELED GRAVITY -    980,308.1   (mgal)                       NAVD 88
 PU2017
 PU2017  VERT ORDER      -  SECOND    CLASS 0
 PU2017
 PU2017.The horizontal coordinates were scaled from a map and have
 PU2017.an estimated accuracy of +/- 6 seconds.
 PU2017
 PU2017.The orthometric height was determined by differential leveling and
 PU2017.adjusted by the NATIONAL GEODETIC SURVEY
 PU2017.in June 1991.
 PU2017
 PU2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2017.GEOID18 height accuracy estimate available here.
 PU2017
 PU2017.Click photographs - Photos may exist for this station.
 PU2017
 PU2017.The dynamic height is computed by dividing the NAVD 88
 PU2017.geopotential number by the normal gravity value computed on the
 PU2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2017.degrees latitude (g = 980.6199 gals.).
 PU2017
 PU2017.The modeled gravity was interpolated from observed gravity values.
 PU2017
 PU2017;                    North         East    Units  Estimated Accuracy
 PU2017;SPC SD N     -    93,840.      307,280.      MT  (+/- 180 meters Scaled)
 PU2017
 PU2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK039413(NAD 83)
 PU2017
 PU2017                          SUPERSEDED SURVEY CONTROL
 PU2017
 PU2017  NGVD 29 (??/??/92)  932.61   (m)         3059.7    (f) COMPUTED    2 0
 PU2017
 PU2017.Superseded values are not recommended for survey control.
 PU2017
 PU2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2017.See file dsdata.pdf to determine how the superseded data were derived.
 PU2017
 PU2017_MARKER: Z = SEE DESCRIPTION
 PU2017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2017_SP_SET: PIER
 PU2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2017
 PU2017  HISTORY     - Date     Condition        Report By
 PU2017  HISTORY     - UNK      MONUMENTED       USAF
 PU2017  HISTORY     - 1962     GOOD             CGS
 PU2017
 PU2017                          STATION DESCRIPTION
 PU2017
 PU2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2017'4.4 MI S FROM FRUITDALE.
 PU2017'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2017'FRUITDALE, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE
 PU2017'1.1 MILES SOUTH ALONG A GRAVELED ROAD, 0.1 MILE NORTHWEST OF
 PU2017'REAL TRIANGULATION STATION, 144 YARDS WEST OF THE CENTER LINE OF
 PU2017'THE ROAD, 126 FEET SOUTH OF AN EAST-WEST FENCE LINE, CENTER OF
 PU2017'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU2017'PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0471 ***********************************************************************
 QS0471  DESIGNATION -  K 30
 QS0471  PID         -  QS0471
 QS0471  STATE/COUNTY-  SD/DEWEY
 QS0471  COUNTRY     -  US
 QS0471  USGS QUAD   -  TIMBER LAKE (2017)
 QS0471
 QS0471                         *CURRENT SURVEY CONTROL
 QS0471  ______________________________________________________________________
 QS0471* NAD 83(1986) POSITION- 45 25 53.03   (N) 101 04 50.63   (W)   HD_HELD1
 QS0471* NAVD 88 ORTHO HEIGHT -   658.605 (meters)     2160.77  (feet) ADJUSTED
 QS0471  ______________________________________________________________________
 QS0471  GEOID HEIGHT    -        -21.157 (meters)                     GEOID18
 QS0471  DYNAMIC HEIGHT  -        658.512 (meters)     2160.47  (feet) COMP
 QS0471  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 QS0471
 QS0471  VERT ORDER      -  FIRST     CLASS II
 QS0471
 QS0471.The horizontal coordinates were determined by differentially corrected
 QS0471.hand held GPS observations or other comparable positioning techniques
 QS0471.and have an estimated accuracy of +/- 3 meters.
 QS0471
 QS0471.The orthometric height was determined by differential leveling and
 QS0471.adjusted by the NATIONAL GEODETIC SURVEY
 QS0471.in June 1991.
 QS0471
 QS0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0471.GEOID18 height accuracy estimate available here.
 QS0471
 QS0471.Click photographs - Photos may exist for this station.
 QS0471
 QS0471.The dynamic height is computed by dividing the NAVD 88
 QS0471.geopotential number by the normal gravity value computed on the
 QS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0471.degrees latitude (g = 980.6199 gals.).
 QS0471
 QS0471.The modeled gravity was interpolated from observed gravity values.
 QS0471
 QS0471;                    North         East    Units  Estimated Accuracy
 QS0471;SPC SD N     -   178,148.3     515,435.5     MT  (+/- 3 meters HH1 GPS) 
 QS0471
 QS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3724232980(NAD 83)
 QS0471
 QS0471                          SUPERSEDED SURVEY CONTROL
 QS0471
 QS0471  NGVD 29 (??/??/92)  658.175  (m)         2159.36   (f) ADJ UNCH    1 2
 QS0471
 QS0471.Superseded values are not recommended for survey control.
 QS0471
 QS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0471.See file dsdata.pdf to determine how the superseded data were derived.
 QS0471
 QS0471_MARKER: DB = BENCH MARK DISK
 QS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0471_STAMPING: K 30 1934
 QS0471_MARK LOGO: CGS
 QS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0471+STABILITY: SURFACE MOTION
 QS0471
 QS0471  HISTORY     - Date     Condition        Report By
 QS0471  HISTORY     - 1934     MONUMENTED       CGS
 QS0471  HISTORY     - 1944     GOOD             CGS
 QS0471  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0471
 QS0471                          STATION DESCRIPTION
 QS0471
 QS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0471'0.3 MI W FROM TIMBER LAKE.
 QS0471'ABOUT 0.3 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0471'PACIFIC RAILROAD FROM TIMBER LAKE, DEWEY COUNTY, AT MILEPOST
 QS0471'40, ABOUT 75 YARDS WEST OF A ROAD CROSSING, 48 FEET SOUTH OF THE
 QS0471'CENTER LINE OF THE TRACK, AND 4 FEET NORTH OF THE RIGHT-OF-WAY
 QS0471'FENCE.  A STANDARD DISK, STAMPED K 30 1934 AND SET IN THE TOP OF
 QS0471'A CONCRETE POST.
 QS0471
 QS0471                          STATION RECOVERY (1944)
 QS0471
 QS0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 QS0471'RECOVERED IN GOOD CONDITION.
 QS0471
 QS0471                          STATION RECOVERY (1999)
 QS0471
 QS0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0471'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 QS0471'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0492 ***********************************************************************
 OR0492  DESIGNATION -  K 300
 OR0492  PID         -  OR0492
 OR0492  STATE/COUNTY-  SD/BRULE
 OR0492  COUNTRY     -  US
 OR0492  USGS QUAD   -  RED LAKE WEST (2017)
 OR0492
 OR0492                         *CURRENT SURVEY CONTROL
 OR0492  ______________________________________________________________________
 OR0492* NAD 83(1986) POSITION- 43 40 24.     (N) 099 18 41.     (W)   SCALED
 OR0492* NAVD 88 ORTHO HEIGHT -   521.905 (meters)     1712.28  (feet) ADJUSTED
 OR0492  ______________________________________________________________________
 OR0492  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 OR0492  DYNAMIC HEIGHT  -        521.749 (meters)     1711.77  (feet) COMP
 OR0492  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 OR0492
 OR0492  VERT ORDER      -  SECOND    CLASS 0
 OR0492
 OR0492.The horizontal coordinates were scaled from a map and have
 OR0492.an estimated accuracy of +/- 6 seconds.
 OR0492
 OR0492.The orthometric height was determined by differential leveling and
 OR0492.adjusted by the NATIONAL GEODETIC SURVEY
 OR0492.in June 1991.
 OR0492
 OR0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0492.GEOID18 height accuracy estimate available here.
 OR0492
 OR0492.Click photographs - Photos may exist for this station.
 OR0492
 OR0492.The dynamic height is computed by dividing the NAVD 88
 OR0492.geopotential number by the normal gravity value computed on the
 OR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0492.degrees latitude (g = 980.6199 gals.).
 OR0492
 OR0492.The modeled gravity was interpolated from observed gravity values.
 OR0492
 OR0492;                    North         East    Units  Estimated Accuracy
 OR0492;SPC SD S     -   149,370.      682,410.      MT  (+/- 180 meters Scaled)
 OR0492
 OR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748356(NAD 83)
 OR0492
 OR0492                          SUPERSEDED SURVEY CONTROL
 OR0492
 OR0492  NGVD 29 (??/??/92)  521.558  (m)         1711.14   (f) ADJ UNCH    2 0
 OR0492
 OR0492.Superseded values are not recommended for survey control.
 OR0492
 OR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0492.See file dsdata.pdf to determine how the superseded data were derived.
 OR0492
 OR0492_MARKER: DB = BENCH MARK DISK
 OR0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0492_STAMPING: K 300 1945
 OR0492_MARK LOGO: CGS
 OR0492_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0492+STABILITY: SURFACE MOTION
 OR0492
 OR0492  HISTORY     - Date     Condition        Report By
 OR0492  HISTORY     - 1945     MONUMENTED       CGS
 OR0492  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0492
 OR0492                          STATION DESCRIPTION
 OR0492
 OR0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0492'9.9 MI SE FROM CHAMBERLAIN.
 OR0492'9.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0492'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0492'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0492'THENCE 7.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0492'INTERSECTION OF A DIRT T-ROAD LEADING EAST, 31 FEET WEST OF THE
 OR0492'CENTER LINE OF THE GRAVEL ROAD, 52 FEET NORTH OF A FENCE CORNER,
 OR0492'1 FOOT NORTH OF THE FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 OR0492'POST, AND LEVEL WITH THE GRAVEL ROAD, AND SET IN THE TOP OF A
 OR0492'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0492
 OR0492                          STATION RECOVERY (1974)
 OR0492
 OR0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0686 ***********************************************************************
 OR0686  DESIGNATION -  K 301
 OR0686  PID         -  OR0686
 OR0686  STATE/COUNTY-  SD/CHARLES MIX
 OR0686  COUNTRY     -  US
 OR0686  USGS QUAD   -  ACADEMY (2017)
 OR0686
 OR0686                         *CURRENT SURVEY CONTROL
 OR0686  ______________________________________________________________________
 OR0686* NAD 83(1986) POSITION- 43 27 23.     (N) 099 05 34.     (W)   SCALED
 OR0686* NAVD 88 ORTHO HEIGHT -   494.055 (meters)     1620.91  (feet) ADJUSTED
 OR0686  ______________________________________________________________________
 OR0686  GEOID HEIGHT    -        -26.285 (meters)                     GEOID18
 OR0686  DYNAMIC HEIGHT  -        493.893 (meters)     1620.38  (feet) COMP
 OR0686  MODELED GRAVITY -    980,277.6   (mgal)                       NAVD 88
 OR0686
 OR0686  VERT ORDER      -  SECOND    CLASS 0
 OR0686
 OR0686.The horizontal coordinates were scaled from a map and have
 OR0686.an estimated accuracy of +/- 6 seconds.
 OR0686
 OR0686.The orthometric height was determined by differential leveling and
 OR0686.adjusted by the NATIONAL GEODETIC SURVEY
 OR0686.in June 1991.
 OR0686
 OR0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0686.GEOID18 height accuracy estimate available here.
 OR0686
 OR0686.Click photographs - Photos may exist for this station.
 OR0686
 OR0686.The dynamic height is computed by dividing the NAVD 88
 OR0686.geopotential number by the normal gravity value computed on the
 OR0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0686.degrees latitude (g = 980.6199 gals.).
 OR0686
 OR0686.The modeled gravity was interpolated from observed gravity values.
 OR0686
 OR0686;                    North         East    Units  Estimated Accuracy
 OR0686;SPC SD S     -   125,510.      700,390.      MT  (+/- 180 meters Scaled)
 OR0686
 OR0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP924115(NAD 83)
 OR0686
 OR0686                          SUPERSEDED SURVEY CONTROL
 OR0686
 OR0686  NGVD 29 (??/??/92)  493.705  (m)         1619.76   (f) ADJ UNCH    2 0
 OR0686
 OR0686.Superseded values are not recommended for survey control.
 OR0686
 OR0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0686.See file dsdata.pdf to determine how the superseded data were derived.
 OR0686
 OR0686_MARKER: DB = BENCH MARK DISK
 OR0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0686_STAMPING: K 301 1945
 OR0686_MARK LOGO: CGS
 OR0686_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0686+STABILITY: SURFACE MOTION
 OR0686
 OR0686  HISTORY     - Date     Condition        Report By
 OR0686  HISTORY     - 1945     MONUMENTED       CGS
 OR0686
 OR0686                          STATION DESCRIPTION
 OR0686
 OR0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0686'0.6 MI W FROM ACADEMY.
 OR0686'0.6 MILE WEST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH MARK
 OR0686'MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH, THENCE
 OR0686'0.5 MILE WEST ALONG A GRAVEL ROAD.  IT IS AT THE NORTHWEST CORNER
 OR0686'OF A SMALL CULTIVATED FIELD, 36 FEET NORTH OF THE CENTER LINE OF
 OR0686'THE ROAD, 1.5 FEET EAST OF A GATEPOST, 2 FEET WEST OF A WHITE
 OR0686'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP
 OR0686'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0456 ***********************************************************************
 OR0456  DESIGNATION -  K 302
 OR0456  PID         -  OR0456
 OR0456  STATE/COUNTY-  SD/LYMAN
 OR0456  COUNTRY     -  US
 OR0456  USGS QUAD   -  IONA NW (2017)
 OR0456
 OR0456                         *CURRENT SURVEY CONTROL
 OR0456  ______________________________________________________________________
 OR0456* NAD 83(1986) POSITION- 43 44 31.     (N) 099 29 05.     (W)   SCALED
 OR0456* NAVD 88 ORTHO HEIGHT -   419.584 (meters)     1376.59  (feet) ADJUSTED
 OR0456  ______________________________________________________________________
 OR0456  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 OR0456  DYNAMIC HEIGHT  -        419.460 (meters)     1376.18  (feet) COMP
 OR0456  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 OR0456
 OR0456  VERT ORDER      -  SECOND    CLASS 0
 OR0456
 OR0456.The horizontal coordinates were scaled from a map and have
 OR0456.an estimated accuracy of +/- 6 seconds.
 OR0456
 OR0456.The orthometric height was determined by differential leveling and
 OR0456.adjusted by the NATIONAL GEODETIC SURVEY
 OR0456.in June 1991.
 OR0456
 OR0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0456.GEOID18 height accuracy estimate available here.
 OR0456
 OR0456.Click photographs - Photos may exist for this station.
 OR0456
 OR0456.The dynamic height is computed by dividing the NAVD 88
 OR0456.geopotential number by the normal gravity value computed on the
 OR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0456.degrees latitude (g = 980.6199 gals.).
 OR0456
 OR0456.The modeled gravity was interpolated from observed gravity values.
 OR0456
 OR0456;                    North         East    Units  Estimated Accuracy
 OR0456;SPC SD S     -   156,830.      668,350.      MT  (+/- 180 meters Scaled)
 OR0456
 OR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP609433(NAD 83)
 OR0456
 OR0456                          SUPERSEDED SURVEY CONTROL
 OR0456
 OR0456  NGVD 29 (??/??/92)  419.246  (m)         1375.48   (f) ADJ UNCH    2 0
 OR0456
 OR0456.Superseded values are not recommended for survey control.
 OR0456
 OR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0456.See file dsdata.pdf to determine how the superseded data were derived.
 OR0456
 OR0456_MARKER: DB = BENCH MARK DISK
 OR0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0456_STAMPING: K 302 1945
 OR0456_MARK LOGO: CGS
 OR0456_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0456+STABILITY: SURFACE MOTION
 OR0456
 OR0456  HISTORY     - Date     Condition        Report By
 OR0456  HISTORY     - 1945     MONUMENTED       CGS
 OR0456
 OR0456                          STATION DESCRIPTION
 OR0456
 OR0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0456'0.8 MI W FROM OACOMA.
 OR0456'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0456'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0456'AT OACOMA, LYMAN COUNTY, 7.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0456'47, 0.3 MILE SOUTH OF A CURVE TO THE SOUTH, 55 FEET WEST OF THE
 OR0456'CENTERLINE OF THE HIGHWAY, 16 FEET SOUTH OF A FENCE CORNER, 1-1/2
 OR0456'FEET EAST OF A FENCE, 1-1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 OR0456'POST, AND 3 FEET LOWER THAN THE HIGHWAY.  AN IRON BENCH MARK
 OR0456'DISK, STAMPED K 302 1945 AND SET IN THE TOP OF A CONCRETE POST
 OR0456'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0725 ***********************************************************************
 OR0725  DESIGNATION -  K 303
 OR0725  PID         -  OR0725
 OR0725  STATE/COUNTY-  SD/TRIPP
 OR0725  COUNTRY     -  US
 OR0725  USGS QUAD   -  DALLAS (2017)
 OR0725
 OR0725                         *CURRENT SURVEY CONTROL
 OR0725  ______________________________________________________________________
 OR0725* NAD 83(1986) POSITION- 43 14 11.     (N) 099 33 13.     (W)   SCALED
 OR0725* NAVD 88 ORTHO HEIGHT -   675.235 (meters)     2215.33  (feet) ADJUSTED
 OR0725  ______________________________________________________________________
 OR0725  GEOID HEIGHT    -        -25.475 (meters)                     GEOID18
 OR0725  DYNAMIC HEIGHT  -        674.979 (meters)     2214.49  (feet) COMP
 OR0725  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 OR0725
 OR0725  VERT ORDER      -  SECOND    CLASS 0
 OR0725
 OR0725.The horizontal coordinates were scaled from a map and have
 OR0725.an estimated accuracy of +/- 6 seconds.
 OR0725
 OR0725.The orthometric height was determined by differential leveling and
 OR0725.adjusted by the NATIONAL GEODETIC SURVEY
 OR0725.in June 1991.
 OR0725
 OR0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0725.GEOID18 height accuracy estimate available here.
 OR0725
 OR0725.Click photographs - Photos may exist for this station.
 OR0725
 OR0725.The dynamic height is computed by dividing the NAVD 88
 OR0725.geopotential number by the normal gravity value computed on the
 OR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0725.degrees latitude (g = 980.6199 gals.).
 OR0725
 OR0725.The modeled gravity was interpolated from observed gravity values.
 OR0725
 OR0725;                    North         East    Units  Estimated Accuracy
 OR0725;SPC SD S     -   100,620.      663,330.      MT  (+/- 180 meters Scaled)
 OR0725
 OR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN550872(NAD 83)
 OR0725
 OR0725                          SUPERSEDED SURVEY CONTROL
 OR0725
 OR0725  NGVD 29 (??/??/92)  674.883  (m)         2214.18   (f) ADJ UNCH    2 0
 OR0725
 OR0725.Superseded values are not recommended for survey control.
 OR0725
 OR0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0725.See file dsdata.pdf to determine how the superseded data were derived.
 OR0725
 OR0725_MARKER: DB = BENCH MARK DISK
 OR0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0725_STAMPING: K 303 1945
 OR0725_MARK LOGO: CGS
 OR0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0725+STABILITY: SURFACE MOTION
 OR0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0725+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1987
 OR0725
 OR0725  HISTORY     - Date     Condition        Report By
 OR0725  HISTORY     - 1945     MONUMENTED       CGS
 OR0725  HISTORY     - 19870709 SEE DESCRIPTION  NGS
 OR0725  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0725
 OR0725                          STATION DESCRIPTION
 OR0725
 OR0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0725'1.9 MI W FROM DALLAS.
 OR0725'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 OR0725'FROM THE STATION AT DALLAS, AT A ROAD CROSSING, 47.0 FEET SOUTH
 OR0725'OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF THE TRACKS,
 OR0725'44.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.0 FEET WEST OF
 OR0725'A FENCE CORNER, 5.0 FEET SOUTHEAST OF A TELEGRAPH POLE, 2.0 FEET
 OR0725'NORTH OF A FENCE AND 2.0 FEET EAST OF A 4 X 4 MARKER POST.  A
 OR0725'BRONZE DISK STAMPED K 303 1945 SET IN THE TOP OF A CONCRETE
 OR0725'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 OR0725
 OR0725                          STATION RECOVERY (1987)
 OR0725
 OR0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0725'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OR0725
 OR0725                          STATION RECOVERY (1993)
 OR0725
 OR0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0725'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0158 ***********************************************************************
 QS0158  DESIGNATION -  K 304
 QS0158  PID         -  QS0158
 QS0158  STATE/COUNTY-  SD/DEWEY
 QS0158  COUNTRY     -  US
 QS0158  USGS QUAD   -  MOREAU (2017)
 QS0158
 QS0158                         *CURRENT SURVEY CONTROL
 QS0158  ______________________________________________________________________
 QS0158* NAD 83(1986) POSITION- 45 22 23.     (N) 100 26 15.     (W)   SCALED
 QS0158* NAVD 88 ORTHO HEIGHT -   477.907 (meters)     1567.93  (feet) ADJUSTED
 QS0158  ______________________________________________________________________
 QS0158  GEOID HEIGHT    -        -21.910 (meters)                     GEOID18
 QS0158  DYNAMIC HEIGHT  -        477.861 (meters)     1567.78  (feet) COMP
 QS0158  MODELED GRAVITY -    980,505.2   (mgal)                       NAVD 88
 QS0158
 QS0158  VERT ORDER      -  SECOND    CLASS 0
 QS0158
 QS0158.The horizontal coordinates were scaled from a map and have
 QS0158.an estimated accuracy of +/- 6 seconds.
 QS0158
 QS0158.The orthometric height was determined by differential leveling and
 QS0158.adjusted by the NATIONAL GEODETIC SURVEY
 QS0158.in June 1991.
 QS0158
 QS0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0158.GEOID18 height accuracy estimate available here.
 QS0158
 QS0158.Click photographs - Photos may exist for this station.
 QS0158
 QS0158.The dynamic height is computed by dividing the NAVD 88
 QS0158.geopotential number by the normal gravity value computed on the
 QS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0158.degrees latitude (g = 980.6199 gals.).
 QS0158
 QS0158.The modeled gravity was interpolated from observed gravity values.
 QS0158
 QS0158;                    North         East    Units  Estimated Accuracy
 QS0158;SPC SD N     -   171,190.      565,730.      MT  (+/- 180 meters Scaled)
 QS0158
 QS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR874253(NAD 83)
 QS0158
 QS0158                          SUPERSEDED SURVEY CONTROL
 QS0158
 QS0158  NGVD 29 (??/??/92)  477.549  (m)         1566.76   (f) ADJ UNCH    2 0
 QS0158
 QS0158.Superseded values are not recommended for survey control.
 QS0158
 QS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0158.See file dsdata.pdf to determine how the superseded data were derived.
 QS0158
 QS0158_MARKER: DB = BENCH MARK DISK
 QS0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0158_STAMPING: K 304 1945
 QS0158_MARK LOGO: CGS
 QS0158_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0158+STABILITY: SURFACE MOTION
 QS0158
 QS0158  HISTORY     - Date     Condition        Report By
 QS0158  HISTORY     - 1945     MONUMENTED       CGS
 QS0158
 QS0158                          STATION DESCRIPTION
 QS0158
 QS0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0158'14.8 MI S FROM MOBRIDGE.
 QS0158'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0158'THENCE WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0158'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 9.3
 QS0158'MILES ALONG GRAVELED ROAD, THENCE SOUTHEAST 0.3 MILES ALONG
 QS0158'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 1.1 MILES NORTHWEST
 QS0158'OF THE CATHOLIC CHURCH AT MOREAU, 42.0 FEET SOUTH OF AND ABOUT
 QS0158'2.0 FEET LOWER THAN CENTERLINE OF ROAD, 4.0 FEET EAST OF A
 QS0158'TELEPHONE POLE, IN LINE WITH ROW OF POLES SOUTH OF ROAD, 3.0
 QS0158'FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A 4 X 4 MARKER POST.
 QS0158'AN IRON DISK STAMPED K 304 1945 IS SET IN TOP OF A CONCRETE
 QS0158'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0182 ***********************************************************************
 QS0182  DESIGNATION -  K 305
 QS0182  PID         -  QS0182
 QS0182  STATE/COUNTY-  SD/DEWEY
 QS0182  COUNTRY     -  US
 QS0182  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0182
 QS0182                         *CURRENT SURVEY CONTROL
 QS0182  ______________________________________________________________________
 QS0182* NAD 83(1986) POSITION- 45 06 21.93   (N) 100 20 10.01   (W)   HD_HELD1
 QS0182* NAVD 88 ORTHO HEIGHT -   492.863 (meters)     1617.00  (feet) ADJUSTED
 QS0182  ______________________________________________________________________
 QS0182  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 QS0182  DYNAMIC HEIGHT  -        492.797 (meters)     1616.78  (feet) COMP
 QS0182  MODELED GRAVITY -    980,468.1   (mgal)                       NAVD 88
 QS0182
 QS0182  VERT ORDER      -  SECOND    CLASS 0
 QS0182
 QS0182.The horizontal coordinates were determined by differentially corrected
 QS0182.hand held GPS observations or other comparable positioning techniques
 QS0182.and have an estimated accuracy of +/- 3 meters.
 QS0182
 QS0182.The orthometric height was determined by differential leveling and
 QS0182.adjusted by the NATIONAL GEODETIC SURVEY
 QS0182.in June 1991.
 QS0182
 QS0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0182.GEOID18 height accuracy estimate available here.
 QS0182
 QS0182.Click photographs - Photos may exist for this station.
 QS0182
 QS0182.The dynamic height is computed by dividing the NAVD 88
 QS0182.geopotential number by the normal gravity value computed on the
 QS0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0182.degrees latitude (g = 980.6199 gals.).
 QS0182
 QS0182.The modeled gravity was interpolated from observed gravity values.
 QS0182
 QS0182;                    North         East    Units  Estimated Accuracy
 QS0182;SPC SD N     -   141,487.1     573,549.1     MT  (+/- 3 meters HH1 GPS) 
 QS0182
 QS0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9488895604(NAD 83)
 QS0182
 QS0182                          SUPERSEDED SURVEY CONTROL
 QS0182
 QS0182  NGVD 29 (??/??/92)  492.490  (m)         1615.78   (f) ADJ UNCH    2 0
 QS0182
 QS0182.Superseded values are not recommended for survey control.
 QS0182
 QS0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0182.See file dsdata.pdf to determine how the superseded data were derived.
 QS0182
 QS0182_MARKER: DB = BENCH MARK DISK
 QS0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0182_STAMPING: K 305 1945
 QS0182_MARK LOGO: CGS
 QS0182_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0182+STABILITY: SURFACE MOTION
 QS0182
 QS0182  HISTORY     - Date     Condition        Report By
 QS0182  HISTORY     - 1945     MONUMENTED       CGS
 QS0182
 QS0182                          STATION DESCRIPTION
 QS0182
 QS0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0182'8.5 MI NW FROM CHEYENNE AGENCY.
 QS0182'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTHWESTERLY
 QS0182'8.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ON
 QS0182'THE SOUTHWEST SLOPE OF A HILL ABOUT 0.1 MILE NORTHEAST OF A
 QS0182'FOUR FOOT CORRUGATED IRON CULVERT, 67.0 FEET NORTHWEST OF AND ABOUT
 QS0182'3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 19.5 FEET
 QS0182'NORTHWEST OF A TELEPHONE POLE AND 1.0 FOOT SOUTHWEST OF A 4 X 4
 QS0182'MARKER POST.  AN IRON DISK STAMPED K 305 1945 SET IN THE TOP
 QS0182'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0128 ***********************************************************************
 QS0128  DESIGNATION -  K 306 RESET
 QS0128  PID         -  QS0128
 QS0128  STATE/COUNTY-  SD/CORSON
 QS0128  COUNTRY     -  US
 QS0128  USGS QUAD   -  KENEL (2017)
 QS0128
 QS0128                         *CURRENT SURVEY CONTROL
 QS0128  ______________________________________________________________________
 QS0128* NAD 83(1986) POSITION- 45 46 30.     (N) 100 28 47.     (W)   SCALED
 QS0128* NAVD 88 ORTHO HEIGHT -   616.80  (meters)     2023.6   (feet) RESET
 QS0128  ______________________________________________________________________
 QS0128  GEOID HEIGHT    -        -21.635 (meters)                     GEOID18
 QS0128  VERT ORDER      -  THIRD
 QS0128
 QS0128.The horizontal coordinates were scaled from a map and have
 QS0128.an estimated accuracy of +/- 6 seconds.
 QS0128
 QS0128.The orthometric height was computed from unverified reset data.
 QS0128
 QS0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0128.GEOID18 height accuracy estimate available here.
 QS0128
 QS0128.Click photographs - Photos may exist for this station.
 QS0128
 QS0128;                    North         East    Units  Estimated Accuracy
 QS0128;SPC SD N     -   215,880.      562,690.      MT  (+/- 180 meters Scaled)
 QS0128
 QS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR849701(NAD 83)
 QS0128
 QS0128                          SUPERSEDED SURVEY CONTROL
 QS0128
 QS0128.No superseded survey control is available for this station.
 QS0128
 QS0128_MARKER: DB = BENCH MARK DISK
 QS0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0128_STAMPING: K 306 RESET 1971
 QS0128_MARK LOGO: CGS
 QS0128_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0128+STABILITY: SURFACE MOTION
 QS0128
 QS0128  HISTORY     - Date     Condition        Report By
 QS0128  HISTORY     - 1971     MONUMENTED       NGS
 QS0128
 QS0128                          STATION DESCRIPTION
 QS0128
 QS0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QS0128'10.5 MI N FROM WAKPALA.
 QS0128'2.5 MILES EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL IN
 QS0128'WAKPALA, THENCE NORTH 8.0 MILES, AT A SECTION LINE FENCE, 100
 QS0128'FEET EAST OF THE CENTER OF THE ROAD, 1.0 FOOT NORTH OF THE FENCE,
 QS0128'2.3 FEET NORTHWEST OF A METAL WITNESS POST, ON THE SOUTH SLOPE
 QS0128'OF A HILL, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QS0128'4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0347 ***********************************************************************
 QS0347  DESIGNATION -  K 307
 QS0347  PID         -  QS0347
 QS0347  STATE/COUNTY-  SD/CORSON
 QS0347  COUNTRY     -  US
 QS0347  USGS QUAD   -  WAKPALA (2017)
 QS0347
 QS0347                         *CURRENT SURVEY CONTROL
 QS0347  ______________________________________________________________________
 QS0347* NAD 83(1986) POSITION- 45 44 02.59   (N) 100 36 00.97   (W)   HD_HELD1
 QS0347* NAVD 88 ORTHO HEIGHT -   531.620 (meters)     1744.16  (feet) ADJUSTED
 QS0347  ______________________________________________________________________
 QS0347  GEOID HEIGHT    -        -21.436 (meters)                     GEOID18
 QS0347  DYNAMIC HEIGHT  -        531.580 (meters)     1744.03  (feet) COMP
 QS0347  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 QS0347
 QS0347  VERT ORDER      -  SECOND    CLASS 0
 QS0347
 QS0347.The horizontal coordinates were determined by differentially corrected
 QS0347.hand held GPS observations or other comparable positioning techniques
 QS0347.and have an estimated accuracy of +/- 3 meters.
 QS0347
 QS0347.The orthometric height was determined by differential leveling and
 QS0347.adjusted by the NATIONAL GEODETIC SURVEY
 QS0347.in June 1991.
 QS0347
 QS0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0347.GEOID18 height accuracy estimate available here.
 QS0347
 QS0347.Click photographs - Photos may exist for this station.
 QS0347
 QS0347.The dynamic height is computed by dividing the NAVD 88
 QS0347.geopotential number by the normal gravity value computed on the
 QS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0347.degrees latitude (g = 980.6199 gals.).
 QS0347
 QS0347.The modeled gravity was interpolated from observed gravity values.
 QS0347
 QS0347;                    North         East    Units  Estimated Accuracy
 QS0347;SPC SD N     -   211,394.5     553,278.8     MT  (+/- 3 meters HH1 GPS) 
 QS0347
 QS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7549565744(NAD 83)
 QS0347
 QS0347                          SUPERSEDED SURVEY CONTROL
 QS0347
 QS0347  NGVD 29 (??/??/92)  531.234  (m)         1742.89   (f) ADJ UNCH    2 0
 QS0347
 QS0347.Superseded values are not recommended for survey control.
 QS0347
 QS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0347.See file dsdata.pdf to determine how the superseded data were derived.
 QS0347
 QS0347_MARKER: DB = BENCH MARK DISK
 QS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0347_STAMPING: K 307 1945
 QS0347_MARK LOGO: CGS
 QS0347_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0347+STABILITY: SURFACE MOTION
 QS0347
 QS0347  HISTORY     - Date     Condition        Report By
 QS0347  HISTORY     - 1945     MONUMENTED       CGS
 QS0347
 QS0347                          STATION DESCRIPTION
 QS0347
 QS0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0347'1.3 MI NW FROM JEFFREY.
 QS0347'1.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0347'PACIFIC RAILROAD FROM THE STATION AT JEFFREY, CORSON COUNTY,
 QS0347'134 FEET SOUTHEAST OF A STATION-ONE-MILE SIGN, 50 FEET SOUTH OF
 QS0347'THE CENTER LINE OF THE TRACKS, 35 FEET NORTH OF THE CENTER LINE
 QS0347'OF A ROAD, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF
 QS0347'A WHITE WOODEN WITNESS POST AND ABOUT 5 FEET LOWER THAN THE TRACK.
 QS0347'AN IRON BENCH-MARK DISK, STAMPED K 307 1945 AND SET IN THE TOP OF
 QS0347'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0227 ***********************************************************************
 QS0227  DESIGNATION -  K 308
 QS0227  PID         -  QS0227
 QS0227  STATE/COUNTY-  SD/DEWEY
 QS0227  COUNTRY     -  US
 QS0227  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0227
 QS0227                         *CURRENT SURVEY CONTROL
 QS0227  ______________________________________________________________________
 QS0227* NAD 83(1986) POSITION- 45 01 47.23   (N) 100 17 47.78   (W)   HD_HELD1
 QS0227* NAVD 88 ORTHO HEIGHT -   500.978 (meters)     1643.63  (feet) ADJUSTED
 QS0227  ______________________________________________________________________
 QS0227  GEOID HEIGHT    -        -22.451 (meters)                     GEOID18
 QS0227  DYNAMIC HEIGHT  -        500.908 (meters)     1643.40  (feet) COMP
 QS0227  MODELED GRAVITY -    980,462.3   (mgal)                       NAVD 88
 QS0227
 QS0227  VERT ORDER      -  FIRST     CLASS II
 QS0227
 QS0227.The horizontal coordinates were determined by differentially corrected
 QS0227.hand held GPS observations or other comparable positioning techniques
 QS0227.and have an estimated accuracy of +/- 3 meters.
 QS0227
 QS0227.The orthometric height was determined by differential leveling and
 QS0227.adjusted by the NATIONAL GEODETIC SURVEY
 QS0227.in June 1991.
 QS0227
 QS0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0227.GEOID18 height accuracy estimate available here.
 QS0227
 QS0227.Click photographs - Photos may exist for this station.
 QS0227
 QS0227.The dynamic height is computed by dividing the NAVD 88
 QS0227.geopotential number by the normal gravity value computed on the
 QS0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0227.degrees latitude (g = 980.6199 gals.).
 QS0227
 QS0227.The modeled gravity was interpolated from observed gravity values.
 QS0227
 QS0227;                    North         East    Units  Estimated Accuracy
 QS0227;SPC SD N     -   132,995.5     576,627.2     MT  (+/- 3 meters HH1 GPS) 
 QS0227
 QS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9786087076(NAD 83)
 QS0227
 QS0227                          SUPERSEDED SURVEY CONTROL
 QS0227
 QS0227  NGVD 29 (??/??/92)  500.605  (m)         1642.40   (f) ADJ UNCH    1 2
 QS0227
 QS0227.Superseded values are not recommended for survey control.
 QS0227
 QS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0227.See file dsdata.pdf to determine how the superseded data were derived.
 QS0227
 QS0227_MARKER: DB = BENCH MARK DISK
 QS0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0227_STAMPING: K 308 1945
 QS0227_MARK LOGO: CGS
 QS0227_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0227+STABILITY: SURFACE MOTION
 QS0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0227+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0227
 QS0227  HISTORY     - Date     Condition        Report By
 QS0227  HISTORY     - 1945     MONUMENTED       CGS
 QS0227  HISTORY     - 19960425 GOOD             NGS
 QS0227  HISTORY     - 20110821 GOOD             GEOCAC
 QS0227  HISTORY     - 20120626 GOOD             INDIV
 QS0227
 QS0227                          STATION DESCRIPTION
 QS0227
 QS0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0227'0.9 MI NE FROM CHEYENNE AGENCY.
 QS0227'0.9 MILE NORTHEAST ALONG OLD U.S. HIGHWAY 212 FROM THE CHEYENNE
 QS0227'RIVER INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0227'ON THE WEST SLOPE OF A LONG HILL, 44 FEET SOUTH OF THE CENTER
 QS0227'LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, ABOUT 3 FEET LOWER
 QS0227'THAN THE HIGHWAY, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 QS0227'AN IRON BENCH-MARK DISK, STAMPED K 308 1945 AND SET IN THE TOP
 QS0227'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 QS0227
 QS0227                          STATION RECOVERY (1996)
 QS0227
 QS0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0227'29.6 KM (18.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0227'OF EXENE STREET IN GETTYSBURG, 463.0 M (1519.0 FT) EAST OF MILEPOST
 QS0227'207, 76.4 M (250.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.3 M
 QS0227'(40.4 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, 1.0 M (3.3 FT)
 QS0227'BELOW THE LEVEL OF THE TRACK ROAD, 0.3 M (1.0 FT) NORTHEAST OF A
 QS0227'WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE
 QS0227'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QS0227
 QS0227                          STATION RECOVERY (2011)
 QS0227
 QS0227'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QS0227'WOOD WP IS GONE.  MARKED WITH A METAL U POST WITH A VERTICAL B M TAG,
 QS0227'AND A CARSONITE WP.
 QS0227
 QS0227                          STATION RECOVERY (2012)
 QS0227
 QS0227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0035 ***********************************************************************
 PT0035  DESIGNATION -  K 309
 PT0035  PID         -  PT0035
 PT0035  STATE/COUNTY-  SD/HUGHES
 PT0035  COUNTRY     -  US
 PT0035  USGS QUAD   -  OKOBOJO SW (2017)
 PT0035
 PT0035                         *CURRENT SURVEY CONTROL
 PT0035  ______________________________________________________________________
 PT0035* NAD 83(1986) POSITION- 44 31 06.73   (N) 100 28 17.49   (W)   HD_HELD1
 PT0035* NAVD 88 ORTHO HEIGHT -   516.403 (meters)     1694.23  (feet) ADJUSTED
 PT0035  ______________________________________________________________________
 PT0035  GEOID HEIGHT    -        -22.948 (meters)                     GEOID18
 PT0035  DYNAMIC HEIGHT  -        516.304 (meters)     1693.91  (feet) COMP
 PT0035  MODELED GRAVITY -    980,410.9   (mgal)                       NAVD 88
 PT0035
 PT0035  VERT ORDER      -  FIRST     CLASS II
 PT0035
 PT0035.The horizontal coordinates were determined by differentially corrected
 PT0035.hand held GPS observations or other comparable positioning techniques
 PT0035.and have an estimated accuracy of +/- 3 meters.
 PT0035
 PT0035.The orthometric height was determined by differential leveling and
 PT0035.adjusted by the NATIONAL GEODETIC SURVEY
 PT0035.in June 1991.
 PT0035
 PT0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0035.GEOID18 height accuracy estimate available here.
 PT0035
 PT0035.Click photographs - Photos may exist for this station.
 PT0035
 PT0035.The dynamic height is computed by dividing the NAVD 88
 PT0035.geopotential number by the normal gravity value computed on the
 PT0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0035.degrees latitude (g = 980.6199 gals.).
 PT0035
 PT0035.The modeled gravity was interpolated from observed gravity values.
 PT0035
 PT0035;                    North         East    Units  Estimated Accuracy
 PT0035;SPC SD S     -   242,780.8     589,012.8     MT  (+/- 3 meters HH1 GPS) 
 PT0035
 PT0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8305330521(NAD 83)
 PT0035
 PT0035                          SUPERSEDED SURVEY CONTROL
 PT0035
 PT0035  NGVD 29 (??/??/92)  516.022  (m)         1692.98   (f) ADJ UNCH    1 2
 PT0035
 PT0035.Superseded values are not recommended for survey control.
 PT0035
 PT0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0035.See file dsdata.pdf to determine how the superseded data were derived.
 PT0035
 PT0035_MARKER: DB = BENCH MARK DISK
 PT0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0035_STAMPING: K 309 1946
 PT0035_MARK LOGO: CGS
 PT0035_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0035+STABILITY: SURFACE MOTION
 PT0035
 PT0035  HISTORY     - Date     Condition        Report By
 PT0035  HISTORY     - 1946     MONUMENTED       CGS
 PT0035  HISTORY     - 1949     GOOD             CGS
 PT0035  HISTORY     - 1951     GOOD             CGS
 PT0035
 PT0035                          STATION DESCRIPTION
 PT0035
 PT0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0035'16.4 MI NW FROM PIERRE.
 PT0035'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0035'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0035'GRAY GOOSE DANCE HALL, THENCE 5.0 MILES WEST ALONG A GRAVELED
 PT0035'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0035'1.0 MILE WEST ALONG A DIRT ROAD, AT THE JUNCTION OF A TRAIL
 PT0035'ROAD LEADING SOUTH, 60 FEET SOUTH OF THE CENTER LINE OF THE
 PT0035'MAIN DIRT ROAD, 22 FEET EAST OF THE CENTER LINE OF TRAIL ROAD,
 PT0035'7.0 FEET SOUTHWEST OF A FENCE CORNER, 3.0 FEET WEST OF A FENCE
 PT0035'LINE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 PT0035'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PT0035
 PT0035                          STATION RECOVERY (1951)
 PT0035
 PT0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0043 ***********************************************************************
 QT0043  DESIGNATION -  K 31
 QT0043  PID         -  QT0043
 QT0043  STATE/COUNTY-  SD/PERKINS
 QT0043  COUNTRY     -  US
 QT0043  USGS QUAD   -  COAL SPRINGS (2017)
 QT0043
 QT0043                         *CURRENT SURVEY CONTROL
 QT0043  ______________________________________________________________________
 QT0043* NAD 83(1986) POSITION- 45 26 39.     (N) 102 05 09.     (W)   SCALED
 QT0043* NAVD 88 ORTHO HEIGHT -   782.299 (meters)     2566.59  (feet) ADJUSTED
 QT0043  ______________________________________________________________________
 QT0043  GEOID HEIGHT    -        -19.041 (meters)                     GEOID18
 QT0043  DYNAMIC HEIGHT  -        782.176 (meters)     2566.19  (feet) COMP
 QT0043  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 QT0043
 QT0043  VERT ORDER      -  FIRST     CLASS II
 QT0043
 QT0043.The horizontal coordinates were scaled from a map and have
 QT0043.an estimated accuracy of +/- 6 seconds.
 QT0043
 QT0043.The orthometric height was determined by differential leveling and
 QT0043.adjusted by the NATIONAL GEODETIC SURVEY
 QT0043.in June 1991.
 QT0043
 QT0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0043.GEOID18 height accuracy estimate available here.
 QT0043
 QT0043.Click photographs - Photos may exist for this station.
 QT0043
 QT0043.The dynamic height is computed by dividing the NAVD 88
 QT0043.geopotential number by the normal gravity value computed on the
 QT0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0043.degrees latitude (g = 980.6199 gals.).
 QT0043
 QT0043.The modeled gravity was interpolated from observed gravity values.
 QT0043
 QT0043;                    North         East    Units  Estimated Accuracy
 QT0043;SPC SD N     -   181,110.      436,840.      MT  (+/- 180 meters Scaled)
 QT0043
 QT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL278364(NAD 83)
 QT0043
 QT0043                          SUPERSEDED SURVEY CONTROL
 QT0043
 QT0043  NGVD 29 (??/??/92)  781.851  (m)         2565.12   (f) ADJ UNCH    1 2
 QT0043
 QT0043.Superseded values are not recommended for survey control.
 QT0043
 QT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0043.See file dsdata.pdf to determine how the superseded data were derived.
 QT0043
 QT0043_MARKER: DB = BENCH MARK DISK
 QT0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0043_STAMPING: K 31 1934
 QT0043_MARK LOGO: CGS
 QT0043_PROJECTION: FLUSH
 QT0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0043+STABILITY: SURFACE MOTION
 QT0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0043+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0043
 QT0043  HISTORY     - Date     Condition        Report By
 QT0043  HISTORY     - 1934     MONUMENTED       CGS
 QT0043  HISTORY     - 1934     GOOD             CGS
 QT0043  HISTORY     - 19990621 GOOD             NGS
 QT0043
 QT0043                          STATION DESCRIPTION
 QT0043
 QT0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0043'1.2 MI E FROM COAL SPRINGS.
 QT0043'1.2 MILES EAST ALONG STATE HIGHWAY 8 FROM COAL SPRINGS, PERKINS
 QT0043'COUNTY, AT A ROAD INTERSECTION, 45 FEET WEST OF THE CENTERLINE
 QT0043'OF THE CROSSROAD, AND 42 FEET NORTH OF THE CENTERLINE OF THE
 QT0043'HIGHWAY.  A STANDARD DISK, STAMPED K 31 1934 AND SET IN THE
 QT0043'TOP OF A CONCRETE POST.
 QT0043
 QT0043                          STATION RECOVERY (1999)
 QT0043
 QT0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0043'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0043'MEADOW, THENCE 19.7 KM (12.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QT0043'51.0 M (167.3 FT) EAST OF MILEPOST 107, 21.1 M (69.2 FT) NORTH OF THE
 QT0043'HIGHWAY CENTERLINE, 13.3 M (43.6 FT) WEST OF THE CENTER OF A FIELD
 QT0043'ENTRANCE, 8.7 M (28.5 FT) SOUTH OF BENCH MARK 20 107.05, 8.0 M (26.2
 QT0043'FT) NORTHWEST OF THE WEST END OF A CULVERT UNDER THE FIELD ENTRANCE,
 QT0043'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 QT0043'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QT0043'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0057 ***********************************************************************
 PT0057  DESIGNATION -  K 310
 PT0057  PID         -  PT0057
 PT0057  STATE/COUNTY-  SD/SULLY
 PT0057  COUNTRY     -  US
 PT0057  USGS QUAD   -  OKOBOJO (2017)
 PT0057
 PT0057                         *CURRENT SURVEY CONTROL
 PT0057  ______________________________________________________________________
 PT0057* NAD 83(1986) POSITION- 44 40 45.     (N) 100 26 49.     (W)   SCALED
 PT0057* NAVD 88 ORTHO HEIGHT -   549.489 (meters)     1802.78  (feet) ADJUSTED
 PT0057  ______________________________________________________________________
 PT0057  GEOID HEIGHT    -        -22.723 (meters)                     GEOID18
 PT0057  DYNAMIC HEIGHT  -        549.390 (meters)     1802.46  (feet) COMP
 PT0057  MODELED GRAVITY -    980,419.4   (mgal)                       NAVD 88
 PT0057
 PT0057  VERT ORDER      -  SECOND    CLASS 0
 PT0057
 PT0057.The horizontal coordinates were scaled from a map and have
 PT0057.an estimated accuracy of +/- 6 seconds.
 PT0057
 PT0057.The orthometric height was determined by differential leveling and
 PT0057.adjusted by the NATIONAL GEODETIC SURVEY
 PT0057.in June 1991.
 PT0057
 PT0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0057.GEOID18 height accuracy estimate available here.
 PT0057
 PT0057.Click photographs - Photos may exist for this station.
 PT0057
 PT0057.The dynamic height is computed by dividing the NAVD 88
 PT0057.geopotential number by the normal gravity value computed on the
 PT0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0057.degrees latitude (g = 980.6199 gals.).
 PT0057
 PT0057.The modeled gravity was interpolated from observed gravity values.
 PT0057
 PT0057;                    North         East    Units  Estimated Accuracy
 PT0057;SPC SD N     -    94,090.      564,570.      MT  (+/- 180 meters Scaled)
 PT0057
 PT0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ853483(NAD 83)
 PT0057
 PT0057                          SUPERSEDED SURVEY CONTROL
 PT0057
 PT0057  NGVD 29 (??/??/92)  549.106  (m)         1801.53   (f) ADJ UNCH    2 0
 PT0057
 PT0057.Superseded values are not recommended for survey control.
 PT0057
 PT0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0057.See file dsdata.pdf to determine how the superseded data were derived.
 PT0057
 PT0057_MARKER: DB = BENCH MARK DISK
 PT0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0057_SP_SET: BRIDGE ABUTMENT
 PT0057_STAMPING: K 310 1946
 PT0057_MARK LOGO: CGS
 PT0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0057
 PT0057  HISTORY     - Date     Condition        Report By
 PT0057  HISTORY     - 1946     MONUMENTED       CGS
 PT0057  HISTORY     - 1964     GOOD             USGS
 PT0057
 PT0057                          STATION DESCRIPTION
 PT0057
 PT0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0057'27 MI NW FROM PIERRE.
 PT0057'27 MILES NORTHWEST ALONG A GRADED COUNTY ROAD, 9.6 MILES NORTH
 PT0057'THENCE 5.0 MILES WEST THENCE 12.4 MILES NORTH OF THE POST
 PT0057'OFFICE IN PIERRE, 0.1 MILE NORTH OF A SECTION CORNER, AT
 PT0057'THE NORTHWEST CORNER OF A STEEL BRIDGE, IN THE TOP OF THE WEST
 PT0057'END OF THE CONCRETE ABUTMENT, 10 FEET WEST OF THE CENTER OF
 PT0057'THE ROAD, 1 FOOT WEST OF THE NORTH END OF THE STEEL GUARD RAIL.
 PT0057'A BRONZE DISK SET IN THE TOP OF A CONCRETE ABUTMENT.  NEAR THE
 PT0057'S. 16TH CORNER BETWEEN SECS. 14 AND 15, T 114 N., R 80 W.
 PT0057
 PT0057                          STATION RECOVERY (1964)
 PT0057
 PT0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0052 ***********************************************************************
 QS0052  DESIGNATION -  K 311
 QS0052  PID         -  QS0052
 QS0052  STATE/COUNTY-  SD/CAMPBELL
 QS0052  COUNTRY     -  US
 QS0052  USGS QUAD   -  POLLOCK (2017)
 QS0052
 QS0052                         *CURRENT SURVEY CONTROL
 QS0052  ______________________________________________________________________
 QS0052* NAD 83(1986) POSITION- 45 53 28.     (N) 100 15 31.     (W)   SCALED
 QS0052* NAVD 88 ORTHO HEIGHT -   491.836 (meters)     1613.63  (feet) ADJUSTED
 QS0052  ______________________________________________________________________
 QS0052  GEOID HEIGHT    -        -21.920 (meters)                     GEOID18
 QS0052  DYNAMIC HEIGHT  -        491.809 (meters)     1613.54  (feet) COMP
 QS0052  MODELED GRAVITY -    980,545.4   (mgal)                       NAVD 88
 QS0052
 QS0052  VERT ORDER      -  SECOND    CLASS 0
 QS0052
 QS0052.The horizontal coordinates were scaled from a map and have
 QS0052.an estimated accuracy of +/- 6 seconds.
 QS0052
 QS0052.The orthometric height was determined by differential leveling and
 QS0052.adjusted by the NATIONAL GEODETIC SURVEY
 QS0052.in June 1991.
 QS0052
 QS0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0052.GEOID18 height accuracy estimate available here.
 QS0052
 QS0052.Click photographs - Photos may exist for this station.
 QS0052
 QS0052.The dynamic height is computed by dividing the NAVD 88
 QS0052.geopotential number by the normal gravity value computed on the
 QS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0052.degrees latitude (g = 980.6199 gals.).
 QS0052
 QS0052.The modeled gravity was interpolated from observed gravity values.
 QS0052
 QS0052;                    North         East    Units  Estimated Accuracy
 QS0052;SPC SD N     -   228,710.      579,930.      MT  (+/- 180 meters Scaled)
 QS0052
 QS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR023827(NAD 83)
 QS0052
 QS0052                          SUPERSEDED SURVEY CONTROL
 QS0052
 QS0052  NGVD 29 (??/??/92)  491.454  (m)         1612.38   (f) ADJ UNCH    2 0
 QS0052
 QS0052.Superseded values are not recommended for survey control.
 QS0052
 QS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0052.See file dsdata.pdf to determine how the superseded data were derived.
 QS0052
 QS0052_MARKER: DB = BENCH MARK DISK
 QS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0052_STAMPING: K 311 1945
 QS0052_MARK LOGO: CGS
 QS0052_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0052+STABILITY: SURFACE MOTION
 QS0052
 QS0052  HISTORY     - Date     Condition        Report By
 QS0052  HISTORY     - 1945     MONUMENTED       CGS
 QS0052  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0052
 QS0052                          STATION DESCRIPTION
 QS0052
 QS0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0052'1.8 MI E FROM POLLOCK.
 QS0052'1.8 MILES EAST ALONG THE MINNEAPOLIS, SAINT PAUL AND SAULT STE.
 QS0052'MARIE RAILROAD FROM THE STATION AT POLLOCK, SOUTH DAKOTA.  100.0
 QS0052'FEET NORTH OF A PRIVATE ROAD CROSSING, 40.0 FEET NORTHEAST OF THE
 QS0052'EAST RAIL, 9.4 FEET NORTHWEST OF MILE POST NO. 409, 7.0 FEET
 QS0052'SOUTHWEST OF A FENCE LINE, 3.0 FEET NORTHWEST OF A 4X4 INCH
 QS0052'WHITE WOODEN WITNESS POST AND 2.5 FEET BELOW THE LEVEL OF THE
 QS0052'RAILROAD TRACKS.  BENCH MARK PROJECTS 0.4 FOOT.  AN IRON DISK
 QS0052'SET IN TOP OF A CONCRETE POST AND STAMPED K 311 1945.
 QS0052'NOTE-- 1964 REPORT--THE TOWN OF POLLOCK HAS BEEN MOVED APPROX.
 QS0052'0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.  THE MINNEAPOLIS,
 QS0052'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE
 QS0052'RAILROAD.
 QS0052
 QS0052                          STATION RECOVERY (1964)
 QS0052
 QS0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QS0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0877 ***********************************************************************
 PT0877  DESIGNATION -  K 312 RESET
 PT0877  PID         -  PT0877
 PT0877  STATE/COUNTY-  SD/SULLY
 PT0877  COUNTRY     -  US
 PT0877  USGS QUAD   -  OKOBOJO (2017)
 PT0877
 PT0877                         *CURRENT SURVEY CONTROL
 PT0877  ______________________________________________________________________
 PT0877* NAD 83(1986) POSITION- 44 42 24.     (N) 100 25 35.     (W)   SCALED
 PT0877* NAVD 88 ORTHO HEIGHT -   566.72  (meters)     1859.3   (feet) RESET
 PT0877  ______________________________________________________________________
 PT0877  GEOID HEIGHT    -        -22.697 (meters)                     GEOID18
 PT0877  VERT ORDER      -  THIRD
 PT0877
 PT0877.The horizontal coordinates were scaled from a map and have
 PT0877.an estimated accuracy of +/- 6 seconds.
 PT0877
 PT0877.The orthometric height was computed from unverified reset data.
 PT0877
 PT0877.No vertical observational check was made to the station.
 PT0877
 PT0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0877.GEOID18 height accuracy estimate available here.
 PT0877
 PT0877.Click photographs - Photos may exist for this station.
 PT0877
 PT0877;                    North         East    Units  Estimated Accuracy
 PT0877;SPC SD N     -    97,140.      566,210.      MT  (+/- 180 meters Scaled)
 PT0877
 PT0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ870513(NAD 83)
 PT0877
 PT0877                          SUPERSEDED SURVEY CONTROL
 PT0877
 PT0877  NGVD 29 (04/17/07)  566.34   (m)         1858.1    (f) RESET       3  
 PT0877
 PT0877.Superseded values are not recommended for survey control.
 PT0877
 PT0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0877.See file dsdata.pdf to determine how the superseded data were derived.
 PT0877
 PT0877_MARKER: DV = VERTICAL CONTROL DISK
 PT0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0877_STAMPING: K 312 RESET 1979
 PT0877_MARK LOGO: NGS
 PT0877_PROJECTION: FLUSH
 PT0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0877+STABILITY: SURFACE MOTION
 PT0877
 PT0877  HISTORY     - Date     Condition        Report By
 PT0877  HISTORY     - 1979     MONUMENTED       NGS
 PT0877
 PT0877                          STATION DESCRIPTION
 PT0877
 PT0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 PT0877'26.3 MI SW FROM AGAR.
 PT0877'12.3 MILES WEST ALONG COUNTY ROAD, THENCE 9.0 MILES SOUTH, THENCE
 PT0877'5.0 MILES WEST FROM THE OLD RAILROAD STATION IN AGAR, 58.0 FEET
 PT0877'NORTH OF CENTER OF ROAD, 28.0 FEET WEST OF CENTER OF FIELD ENTRANCE,
 PT0877'23.0 FEET NORTH OF FENCE CORNER, AND 2.6 FEET EAST OF FENCE.
 PT0877'THE MARK IS 1.7 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0222 ***********************************************************************
 PT0222  DESIGNATION -  K 313
 PT0222  PID         -  PT0222
 PT0222  STATE/COUNTY-  SD/STANLEY
 PT0222  COUNTRY     -  US
 PT0222  USGS QUAD   -  OAHE DAM (2017)
 PT0222
 PT0222                         *CURRENT SURVEY CONTROL
 PT0222  ______________________________________________________________________
 PT0222* NAD 83(1986) POSITION- 44 25 44.     (N) 100 24 26.     (W)   SCALED
 PT0222* NAVD 88 ORTHO HEIGHT -   483.215 (meters)     1585.35  (feet) ADJUSTED
 PT0222  ______________________________________________________________________
 PT0222  GEOID HEIGHT    -        -23.222 (meters)                     GEOID18
 PT0222  DYNAMIC HEIGHT  -        483.118 (meters)     1585.03  (feet) COMP
 PT0222  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 PT0222
 PT0222  VERT ORDER      -  FIRST     CLASS II
 PT0222
 PT0222.The horizontal coordinates were scaled from a map and have
 PT0222.an estimated accuracy of +/- 6 seconds.
 PT0222
 PT0222.The orthometric height was determined by differential leveling and
 PT0222.adjusted by the NATIONAL GEODETIC SURVEY
 PT0222.in June 1991.
 PT0222
 PT0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0222.GEOID18 height accuracy estimate available here.
 PT0222
 PT0222.Click photographs - Photos may exist for this station.
 PT0222
 PT0222.The dynamic height is computed by dividing the NAVD 88
 PT0222.geopotential number by the normal gravity value computed on the
 PT0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0222.degrees latitude (g = 980.6199 gals.).
 PT0222
 PT0222.The modeled gravity was interpolated from observed gravity values.
 PT0222
 PT0222;                    North         East    Units  Estimated Accuracy
 PT0222;SPC SD S     -   232,810.      594,120.      MT  (+/- 180 meters Scaled)
 PT0222
 PT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ879204(NAD 83)
 PT0222
 PT0222                          SUPERSEDED SURVEY CONTROL
 PT0222
 PT0222  NGVD 29 (??/??/92)  482.836  (m)         1584.10   (f) ADJ UNCH    1 2
 PT0222
 PT0222.Superseded values are not recommended for survey control.
 PT0222
 PT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0222.See file dsdata.pdf to determine how the superseded data were derived.
 PT0222
 PT0222_MARKER: DD = SURVEY DISK
 PT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0222_STAMPING: K 313
 PT0222_MARK LOGO: USACE
 PT0222_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0222+STABILITY: SURFACE MOTION
 PT0222
 PT0222  HISTORY     - Date     Condition        Report By
 PT0222  HISTORY     - UNK      MONUMENTED       USACE
 PT0222  HISTORY     - 1949     GOOD             CGS
 PT0222  HISTORY     - 1951     GOOD             CGS
 PT0222
 PT0222                          STATION DESCRIPTION
 PT0222
 PT0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0222'5.9 MI NW FROM FORT PIERRE.
 PT0222'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0222'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 4.1 MILES
 PT0222'NORTHWEST ALONG THE OAHE DAM SITE ROAD, THENCE 0.15 MILE WEST
 PT0222'ALONG A TRACK ROAD TO A WIRE GATE WHICH IS 150 YARDS SOUTH OF
 PT0222'A SMALL RED BARN, PASS THROUGH THE GATE AND CONTINUE WEST UP
 PT0222'A DRAW FOR 0.15 MILE TO A WASH, THENCE 0.1 MILE SOUTHWEST ALONG
 PT0222'THE WASH TO THE TOP OF A RIDGE, 0.45 MILE SOUTHWEST OF BENCH
 PT0222'MARK E 313 (U.S.E.D.), SET IN THE TOP OF A CONCRETE POST WHICH
 PT0222'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 PT0222
 PT0222                          STATION RECOVERY (1951)
 PT0222
 PT0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0476 ***********************************************************************
 PS0476  DESIGNATION -  K 314
 PS0476  PID         -  PS0476
 PS0476  STATE/COUNTY-  SD/HYDE
 PS0476  COUNTRY     -  US
 PS0476  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0476
 PS0476                         *CURRENT SURVEY CONTROL
 PS0476  ______________________________________________________________________
 PS0476* NAD 83(1996) POSITION- 44 15 54.87497(N) 099 33 47.29456(W)   ADJUSTED
 PS0476* NAVD 88 ORTHO HEIGHT -   617.732 (meters)     2026.68  (feet) ADJUSTED
 PS0476  ______________________________________________________________________
 PS0476  GEOID HEIGHT    -        -24.086 (meters)                     GEOID18
 PS0476  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 PS0476  DYNAMIC HEIGHT  -        617.600 (meters)     2026.24  (feet) COMP
 PS0476  MODELED GRAVITY -    980,383.1   (mgal)                       NAVD 88
 PS0476
 PS0476  HORZ ORDER      -  SECOND
 PS0476  VERT ORDER      -  SECOND    CLASS 0
 PS0476
 PS0476.The horizontal coordinates were established by classical geodetic methods
 PS0476.and adjusted by the National Geodetic Survey in January 1998.
 PS0476
 PS0476.The orthometric height was determined by differential leveling and
 PS0476.adjusted by the NATIONAL GEODETIC SURVEY
 PS0476.in June 1991.
 PS0476
 PS0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0476.GEOID18 height accuracy estimate available here.
 PS0476
 PS0476.Click photographs - Photos may exist for this station.
 PS0476
 PS0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0476
 PS0476.The dynamic height is computed by dividing the NAVD 88
 PS0476.geopotential number by the normal gravity value computed on the
 PS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0476.degrees latitude (g = 980.6199 gals.).
 PS0476
 PS0476.The modeled gravity was interpolated from observed gravity values.
 PS0476
 PS0476. The following values were computed from the NAD 83(1996) position.
 PS0476
 PS0476;                    North         East     Units Scale Factor Converg.
 PS0476;SPC SD N     -    48,089.453   634,883.574   MT  1.00003245   +0 18 33.1
 PS0476;SPC SD N     -   157,773.48  2,082,947.19   sFT  1.00003245   +0 18 33.1
 PS0476;SPC SD S     -   214,910.956   661,495.927   MT  0.99997060   +0 31 52.8
 PS0476;SPC SD S     -   705,087.03  2,170,257.89   sFT  0.99997060   +0 31 52.8
 PS0476;UTM  14      - 4,901,487.664   455,052.566   MT  0.99962485   -0 23 35.0
 PS0476
 PS0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0476!SPC SD N     -   0.99990692  x   1.00003245  =   0.99993937
 PS0476!SPC SD S     -   0.99990692  x   0.99997060  =   0.99987753
 PS0476!UTM  14      -   0.99990692  x   0.99962485  =   0.99953181
 PS0476
 PS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5505201487(NAD 83)
 PS0476
 PS0476                          SUPERSEDED SURVEY CONTROL
 PS0476
 PS0476  NAD 83(1986)-  44 15 54.87233(N)    099 33 47.30041(W) AD(       ) 2
 PS0476  NAD 27      -  44 15 54.92200(N)    099 33 45.89400(W) AD(       ) 2
 PS0476  NGVD 29 (??/??/92)  617.386  (m)         2025.54   (f) ADJ UNCH    2 0
 PS0476  NGVD 29             617.39   (m)         2025.6    (f) LEVELING    3  
 PS0476
 PS0476.Superseded values are not recommended for survey control.
 PS0476
 PS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0476.See file dsdata.pdf to determine how the superseded data were derived.
 PS0476
 PS0476_MARKER: DB = BENCH MARK DISK
 PS0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0476_STAMPING: K 314 1946
 PS0476_MARK LOGO: CGS
 PS0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0476+STABILITY: SURFACE MOTION
 PS0476
 PS0476  HISTORY     - Date     Condition        Report By
 PS0476  HISTORY     - 1946     MONUMENTED       CGS
 PS0476  HISTORY     - 1946     GOOD             CGS
 PS0476
 PS0476                          STATION DESCRIPTION
 PS0476
 PS0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0476'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM STATION STEPHAN AND
 PS0476'THE DISTANCE IS 496.404 METERS OF 1628.62 FEET.  IT IS 36 FEET
 PS0476'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2 FEET SOUTHEAST
 PS0476'OF A T FENCE CORNER, AND 2 FEET WEST OF A WITNESS POST.  IT
 PS0476'IS A STANDARD USC AND GS BENCH MARK DISK, SET IN THE TOP OF
 PS0476'A CONCRETE POST.  IT IS STAMPED K 314 1946 AND PROJECTS 3
 PS0476'INCHES.
 PS0476'
 PS0476'TO REACH FROM THE CROSS ROAD 1 MILE EAST OF STEPHAN
 PS0476'(14.85 MILES NORTH OF FT. THOMPSON), GO NORTH ON STATE HIGHWAY
 PS0476'47 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A
 PS0476'GRAVELED ROAD FOR 5.5 MILES TO WIRE GATES ON BOTH SIDES OF
 PS0476'THE ROAD.  TURN LEFT, PASS THRU A GATE, AND GO WEST, ALONG
 PS0476'THE SOUTH SIDE OF A FENCE LINE, FOR 0.5 MILE TO A T FENCE CORNER
 PS0476'AND THE BENCH MARK AS DESCRIBED.
 PS0476
 PS0476                          STATION RECOVERY (1946)
 PS0476
 PS0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PS0476'8 MI NW FROM STEPHAN.
 PS0476'8.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK MAY
 PS0476'BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A GRAVEL
 PS0476'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 PS0476'NORTH ALONG STATE HIGHWAY 47, AND THENCE 6.0 MILES WEST ALONG
 PS0476'A GRAVEL ROAD.  IT IS AT A SECTION LINE, 40.5 FEET SOUTH OF THE
 PS0476'CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A NORTH-AND-SOUTH
 PS0476'FENCE, 2 FEET SOUTH OF AN EAST-AND-WEST FENCE, 2.2 FEET WEST OF
 PS0476'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 PS0476'ROAD.  A STANDARD DISK, STAMPED K 314 1946 AND SET IN THE TOP
 PS0476'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0493 ***********************************************************************
 PS0493  DESIGNATION -  K 315
 PS0493  PID         -  PS0493
 PS0493  STATE/COUNTY-  SD/HUGHES
 PS0493  COUNTRY     -  US
 PS0493  USGS QUAD   -  DE GREY SE (2017)
 PS0493
 PS0493                         *CURRENT SURVEY CONTROL
 PS0493  ______________________________________________________________________
 PS0493* NAD 83(1986) POSITION- 44 18 35.     (N) 099 50 45.     (W)   SCALED
 PS0493* NAVD 88 ORTHO HEIGHT -   504.501 (meters)     1655.18  (feet) ADJUSTED
 PS0493  ______________________________________________________________________
 PS0493  GEOID HEIGHT    -        -23.956 (meters)                     GEOID18
 PS0493  DYNAMIC HEIGHT  -        504.394 (meters)     1654.83  (feet) COMP
 PS0493  MODELED GRAVITY -    980,390.8   (mgal)                       NAVD 88
 PS0493
 PS0493  VERT ORDER      -  SECOND    CLASS 0
 PS0493
 PS0493.The horizontal coordinates were scaled from a map and have
 PS0493.an estimated accuracy of +/- 6 seconds.
 PS0493
 PS0493.The orthometric height was determined by differential leveling and
 PS0493.adjusted by the NATIONAL GEODETIC SURVEY
 PS0493.in June 1991.
 PS0493
 PS0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0493.GEOID18 height accuracy estimate available here.
 PS0493
 PS0493.Click photographs - Photos may exist for this station.
 PS0493
 PS0493.The dynamic height is computed by dividing the NAVD 88
 PS0493.geopotential number by the normal gravity value computed on the
 PS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0493.degrees latitude (g = 980.6199 gals.).
 PS0493
 PS0493.The modeled gravity was interpolated from observed gravity values.
 PS0493
 PS0493;                    North         East    Units  Estimated Accuracy
 PS0493;SPC SD S     -   219,680.      638,900.      MT  (+/- 180 meters Scaled)
 PS0493
 PS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ325066(NAD 83)
 PS0493
 PS0493                          SUPERSEDED SURVEY CONTROL
 PS0493
 PS0493  NGVD 29 (??/??/92)  504.158  (m)         1654.06   (f) ADJ UNCH    2 0
 PS0493
 PS0493.Superseded values are not recommended for survey control.
 PS0493
 PS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0493.See file dsdata.pdf to determine how the superseded data were derived.
 PS0493
 PS0493_MARKER: DB = BENCH MARK DISK
 PS0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0493_STAMPING: K 315 1946
 PS0493_MARK LOGO: CGS
 PS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0493+STABILITY: SURFACE MOTION
 PS0493
 PS0493  HISTORY     - Date     Condition        Report By
 PS0493  HISTORY     - 1946     MONUMENTED       CGS
 PS0493  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0493
 PS0493                          STATION DESCRIPTION
 PS0493
 PS0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0493'5.1 MI NE FROM DE GREY.
 PS0493'5.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0493'AT DE GREY, HUGHES COUNTY, 1.0 MILE EAST OF GIDDINGS SCHOOL,
 PS0493'NEAR A SECTION CORNER, 39 FEET NORTH OF THE CENTER LINE OF THE
 PS0493'MAIN ROAD, 10 FEET NORTH OF A FENCE CORNER, 3 FEET WEST OF THE
 PS0493'FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 PS0493'STANDARD DISK, STAMPED K 315 1946 AND SET IN THE TOP OF A
 PS0493'CONCRETE POST.  NOTE-- ROAD CONSTRUCTION IN AREA.
 PS0493
 PS0493                          STATION RECOVERY (1973)
 PS0493
 PS0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0033 ***********************************************************************
 NN0033  DESIGNATION -  K 316
 NN0033  PID         -  NN0033
 NN0033  STATE/COUNTY-  SD/CHARLES MIX
 NN0033  COUNTRY     -  US
 NN0033  USGS QUAD   -  LYNCH NE (2017)
 NN0033
 NN0033                         *CURRENT SURVEY CONTROL
 NN0033  ______________________________________________________________________
 NN0033* NAD 83(1986) POSITION- 42 59 41.     (N) 098 19 42.     (W)   SCALED
 NN0033* NAVD 88 ORTHO HEIGHT -   492.776 (meters)     1616.72  (feet) ADJUSTED
 NN0033  ______________________________________________________________________
 NN0033  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 NN0033  DYNAMIC HEIGHT  -        492.610 (meters)     1616.17  (feet) COMP
 NN0033  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 NN0033
 NN0033  VERT ORDER      -  SECOND    CLASS 0
 NN0033
 NN0033.The horizontal coordinates were scaled from a map and have
 NN0033.an estimated accuracy of +/- 6 seconds.
 NN0033
 NN0033.The orthometric height was determined by differential leveling and
 NN0033.adjusted by the NATIONAL GEODETIC SURVEY
 NN0033.in June 1991.
 NN0033
 NN0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0033.GEOID18 height accuracy estimate available here.
 NN0033
 NN0033.Click photographs - Photos may exist for this station.
 NN0033
 NN0033.The dynamic height is computed by dividing the NAVD 88
 NN0033.geopotential number by the normal gravity value computed on the
 NN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0033.degrees latitude (g = 980.6199 gals.).
 NN0033
 NN0033.The modeled gravity was interpolated from observed gravity values.
 NN0033
 NN0033;                    North         East    Units  Estimated Accuracy
 NN0033;SPC SD S     -    75,450.      763,480.      MT  (+/- 180 meters Scaled)
 NN0033
 NN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN547604(NAD 83)
 NN0033
 NN0033                          SUPERSEDED SURVEY CONTROL
 NN0033
 NN0033  NGVD 29 (??/??/92)  492.492  (m)         1615.78   (f) ADJ UNCH    2 0
 NN0033
 NN0033.Superseded values are not recommended for survey control.
 NN0033
 NN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0033.See file dsdata.pdf to determine how the superseded data were derived.
 NN0033
 NN0033_MARKER: DB = BENCH MARK DISK
 NN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0033_STAMPING: K 316 1946
 NN0033_MARK LOGO: CGS
 NN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0033+STABILITY: SURFACE MOTION
 NN0033
 NN0033  HISTORY     - Date     Condition        Report By
 NN0033  HISTORY     - 1946     MONUMENTED       CGS
 NN0033
 NN0033                          STATION DESCRIPTION
 NN0033
 NN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0033'7.6 MI SW FROM WAGNER.
 NN0033'TO REACH FROM THE POST OFFICE AT WAGNER GO SOUTH 0.9 MILE ALONG
 NN0033'A GRAVELED ROAD, THENCE WEST 0.7 MILE ALONG A GRAVELED ROAD,
 NN0033'THENCE SOUTH 5.0 MILES ALONG A GRAVELED ROAD, THENCE WEST 1.0
 NN0033'MILE ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT A
 NN0033'ROAD INTERSECTION, 31.5 FEET WEST OF AND ABOUT 1.0 FT HIGHER THAN
 NN0033'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34.0 FEET NORTH OF THE
 NN0033'CENTER LINE OF THE EAST-WEST ROAD, 3.5 FT NORTHWEST OF A FENCE
 NN0033'CORNER AND 1.0 FT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0033'DISK STAMPED K 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0033'PROJECTS ABOVE GROUND.  NOTE-- ONE SIDE OF THE POST EXPOSED
 NN0033'ABOUT 2 1/2 FT AND A POWER POLE WAS SET NEXT TO THE POST.  SETTING
 NN0033'OF THE POWER POLE COULD HAVE DISTURBED THE POST.  USGS REPORT- 1963
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1457 ***********************************************************************
 NM1457  DESIGNATION -  K 317
 NM1457  PID         -  NM1457
 NM1457  STATE/COUNTY-  SD/BON HOMME
 NM1457  COUNTRY     -  US
 NM1457  USGS QUAD   -  TABOR (2017)
 NM1457
 NM1457                         *CURRENT SURVEY CONTROL
 NM1457  ______________________________________________________________________
 NM1457* NAD 83(1986) POSITION- 42 54 30.     (N) 097 42 50.     (W)   SCALED
 NM1457* NAVD 88 ORTHO HEIGHT -   404.564 (meters)     1327.31  (feet) ADJUSTED
 NM1457  ______________________________________________________________________
 NM1457  GEOID HEIGHT    -        -25.888 (meters)                     GEOID18
 NM1457  DYNAMIC HEIGHT  -        404.438 (meters)     1326.89  (feet) COMP
 NM1457  MODELED GRAVITY -    980,296.6   (mgal)                       NAVD 88
 NM1457
 NM1457  VERT ORDER      -  SECOND    CLASS 0
 NM1457
 NM1457.The horizontal coordinates were scaled from a map and have
 NM1457.an estimated accuracy of +/- 6 seconds.
 NM1457
 NM1457.The orthometric height was determined by differential leveling and
 NM1457.adjusted by the NATIONAL GEODETIC SURVEY
 NM1457.in June 1991.
 NM1457
 NM1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1457.GEOID18 height accuracy estimate available here.
 NM1457
 NM1457.Click photographs - Photos may exist for this station.
 NM1457
 NM1457.The dynamic height is computed by dividing the NAVD 88
 NM1457.geopotential number by the normal gravity value computed on the
 NM1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1457.degrees latitude (g = 980.6199 gals.).
 NM1457
 NM1457.The modeled gravity was interpolated from observed gravity values.
 NM1457
 NM1457;                    North         East    Units  Estimated Accuracy
 NM1457;SPC SD S     -    67,250.      813,870.      MT  (+/- 180 meters Scaled)
 NM1457
 NM1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN049514(NAD 83)
 NM1457
 NM1457                          SUPERSEDED SURVEY CONTROL
 NM1457
 NM1457  NGVD 29 (??/??/92)  404.346  (m)         1326.59   (f) ADJ UNCH    2 0
 NM1457
 NM1457.Superseded values are not recommended for survey control.
 NM1457
 NM1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1457.See file dsdata.pdf to determine how the superseded data were derived.
 NM1457
 NM1457_MARKER: DB = BENCH MARK DISK
 NM1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1457_STAMPING: K 317 1946
 NM1457_MARK LOGO: CGS
 NM1457_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1457+STABILITY: SURFACE MOTION
 NM1457
 NM1457  HISTORY     - Date     Condition        Report By
 NM1457  HISTORY     - 1946     MONUMENTED       CGS
 NM1457
 NM1457                          STATION DESCRIPTION
 NM1457
 NM1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1457'13 MI NE FROM SPRINGFIELD.
 NM1457'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1457'ALONG STATE HIGHWAY NO. 37, THENCE EAST 9.0 MILES ALONG A GRAVELED
 NM1457'ROAD, THENCE NORTH 1.0 MILE ALONG A GRAVELED ROAD TO SITE OF
 NM1457'MARK, BENCH MARK IS AT THE INTERSECTION OF TWO GRAVELED ROADS,
 NM1457'88.0 FEET NORTH OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE
 NM1457'OF THE EAST-WEST ROAD, 77.0 FEET EAST OF THE CENTER LINE OF THE
 NM1457'NORTH-SOUTH ROAD, 1.0 FOOT SOUTHWEST OF A FENCE AND 1.0 FOOT
 NM1457'SOUTHEAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NM1457'K 317 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1457'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0575 ***********************************************************************
 OR0575  DESIGNATION -  K 318
 OR0575  PID         -  OR0575
 OR0575  STATE/COUNTY-  SD/GREGORY
 OR0575  COUNTRY     -  US
 OR0575  USGS QUAD   -  GREGORY SE (2017)
 OR0575
 OR0575                         *CURRENT SURVEY CONTROL
 OR0575  ______________________________________________________________________
 OR0575* NAD 83(1986) POSITION- 43 05 48.     (N) 099 17 50.     (W)   SCALED
 OR0575* NAVD 88 ORTHO HEIGHT -   617.011 (meters)     2024.31  (feet) ADJUSTED
 OR0575  ______________________________________________________________________
 OR0575  GEOID HEIGHT    -        -25.550 (meters)                     GEOID18
 OR0575  DYNAMIC HEIGHT  -        616.772 (meters)     2023.53  (feet) COMP
 OR0575  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 OR0575
 OR0575  VERT ORDER      -  SECOND    CLASS 0
 OR0575
 OR0575.The horizontal coordinates were scaled from a map and have
 OR0575.an estimated accuracy of +/- 6 seconds.
 OR0575
 OR0575.The orthometric height was determined by differential leveling and
 OR0575.adjusted by the NATIONAL GEODETIC SURVEY
 OR0575.in June 1991.
 OR0575
 OR0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0575.GEOID18 height accuracy estimate available here.
 OR0575
 OR0575.Click photographs - Photos may exist for this station.
 OR0575
 OR0575.The dynamic height is computed by dividing the NAVD 88
 OR0575.geopotential number by the normal gravity value computed on the
 OR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0575.degrees latitude (g = 980.6199 gals.).
 OR0575
 OR0575.The modeled gravity was interpolated from observed gravity values.
 OR0575
 OR0575;                    North         East    Units  Estimated Accuracy
 OR0575;SPC SD S     -    85,330.      684,350.      MT  (+/- 180 meters Scaled)
 OR0575
 OR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758715(NAD 83)
 OR0575
 OR0575                          SUPERSEDED SURVEY CONTROL
 OR0575
 OR0575  NGVD 29 (??/??/92)  616.71   (m)         2023.3    (f) COMPUTED    2 0
 OR0575
 OR0575.Superseded values are not recommended for survey control.
 OR0575
 OR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0575.See file dsdata.pdf to determine how the superseded data were derived.
 OR0575
 OR0575_MARKER: DB = BENCH MARK DISK
 OR0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0575_STAMPING: K 318 1946
 OR0575_MARK LOGO: CGS
 OR0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0575+STABILITY: SURFACE MOTION
 OR0575
 OR0575  HISTORY     - Date     Condition        Report By
 OR0575  HISTORY     - 1946     MONUMENTED       CGS
 OR0575
 OR0575                          STATION DESCRIPTION
 OR0575
 OR0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0575'5.8 MI S FROM BURKE.
 OR0575'ALONG A GRAVELED COUNTY ROAD, 5.8 MILES SOUTH OF THE CHICAGO
 OR0575'AND NORTHWESTERN RAILROAD STATION IN BURKE, NEAR A SECTION
 OR0575'CORNER, 39 FEET WEST OF THE CENTER OF THE MAIN ROAD, 30 FEET
 OR0575'SOUTH OF THE CENTER OF A SIDE ROAD, 6 FEET WEST OF A CORNER
 OR0575'FENCE POST, 2 FEET EAST OF WITNESS POST, 2 FEET SOUTH OF A
 OR0575'FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0576 ***********************************************************************
 OR0576  DESIGNATION -  K 318 RESET
 OR0576  PID         -  OR0576
 OR0576  STATE/COUNTY-  SD/GREGORY
 OR0576  COUNTRY     -  US
 OR0576  USGS QUAD   -  GREGORY SE (2017)
 OR0576
 OR0576                         *CURRENT SURVEY CONTROL
 OR0576  ______________________________________________________________________
 OR0576* NAD 83(1986) POSITION- 43 05 47.     (N) 099 17 49.     (W)   SCALED
 OR0576* NAVD 88 ORTHO HEIGHT -   617.02  (+/-2cm)     2024.3   (feet) VERTCON3
 OR0576  ______________________________________________________________________
 OR0576  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 OR0576  VERT ORDER      -  THIRD (See Below)
 OR0576
 OR0576.The horizontal coordinates were scaled from a map and have
 OR0576.an estimated accuracy of +/- 6 seconds.
 OR0576
 OR0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0576
 OR0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0576.GEOID18 height accuracy estimate available here.
 OR0576
 OR0576.The vertical order pertains to the NGVD 29 superseded value.
 OR0576
 OR0576.Click photographs - Photos may exist for this station.
 OR0576
 OR0576;                    North         East    Units  Estimated Accuracy
 OR0576;SPC SD S     -    85,300.      684,370.      MT  (+/- 180 meters Scaled)
 OR0576
 OR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758715(NAD 83)
 OR0576
 OR0576                          SUPERSEDED SURVEY CONTROL
 OR0576
 OR0576  NGVD 29 (??/??/??)  616.72   (m)         2023.4    (f) RESET       3  
 OR0576
 OR0576.Superseded values are not recommended for survey control.
 OR0576
 OR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0576.See file dsdata.pdf to determine how the superseded data were derived.
 OR0576
 OR0576_MARKER: DB = BENCH MARK DISK
 OR0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0576_STAMPING: K 318 RESET 1961
 OR0576_MARK LOGO: CGS
 OR0576_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0576+STABILITY: SURFACE MOTION
 OR0576
 OR0576  HISTORY     - Date     Condition        Report By
 OR0576  HISTORY     - 1961     MONUMENTED       CGS
 OR0576
 OR0576                          STATION DESCRIPTION
 OR0576
 OR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0576'5.8 MI S FROM BURKE.
 OR0576'THIS MARK IS LOCATED ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY
 OR0576'47 FROM THE RAILROAD STATION IN BURKE, AT A SIDE ROAD LEADING
 OR0576'WEST, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET
 OR0576'SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT EAST OF A
 OR0576'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 OR0576'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0981 ***********************************************************************
 NM0981  DESIGNATION -  K 319
 NM0981  PID         -  NM0981
 NM0981  STATE/COUNTY-  SD/YANKTON
 NM0981  COUNTRY     -  US
 NM0981  USGS QUAD   -  YANKTON (2017)
 NM0981
 NM0981                         *CURRENT SURVEY CONTROL
 NM0981  ______________________________________________________________________
 NM0981* NAD 83(2011) POSITION- 42 54 23.01868(N) 097 24 58.42999(W)   ADJUSTED
 NM0981* NAD 83(2011) ELLIP HT-   359.271 (meters)        (06/27/12)   ADJUSTED
 NM0981* NAD 83(2011) EPOCH   -  2010.00
 NM0981* NAVD 88 ORTHO HEIGHT -   384.889 (meters)     1262.76  (feet) ADJUSTED
 NM0981  ______________________________________________________________________
 NM0981  GEOID HEIGHT    -        -25.621 (meters)                     GEOID18
 NM0981  NAD 83(2011) X  -   -603,987.997 (meters)                     COMP
 NM0981  NAD 83(2011) Y  - -4,640,158.191 (meters)                     COMP
 NM0981  NAD 83(2011) Z  -  4,320,135.323 (meters)                     COMP
 NM0981  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 NM0981  DYNAMIC HEIGHT  -        384.777 (meters)     1262.39  (feet) COMP
 NM0981  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 NM0981
 NM0981  VERT ORDER      -  FIRST     CLASS II
 NM0981
 NM0981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM0981  Standards:
 NM0981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM0981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM0981  -------------------------------------------------------------------
 NM0981  NETWORK    1.51   4.49           0.69   0.52   2.29      0.00688637
 NM0981  -------------------------------------------------------------------
 NM0981  Click here for local accuracies and other accuracy information.
 NM0981
 NM0981.The horizontal coordinates were established by GPS observations
 NM0981.and adjusted by the National Geodetic Survey in June 2012.
 NM0981
 NM0981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM0981.been affixed to the stable North American tectonic plate. See 
 NM0981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM0981
 NM0981.The horizontal coordinates are valid at the epoch date displayed above
 NM0981.which is a decimal equivalence of Year/Month/Day.
 NM0981
 NM0981.The orthometric height was determined by differential leveling and
 NM0981.adjusted by the NATIONAL GEODETIC SURVEY
 NM0981.in June 1994.
 NM0981
 NM0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0981.GEOID18 height accuracy estimate available here.
 NM0981
 NM0981.Click photographs - Photos may exist for this station.
 NM0981
 NM0981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0981
 NM0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0981
 NM0981.The ellipsoidal height was determined by GPS observations
 NM0981.and is referenced to NAD 83.
 NM0981
 NM0981.The dynamic height is computed by dividing the NAVD 88
 NM0981.geopotential number by the normal gravity value computed on the
 NM0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0981.degrees latitude (g = 980.6199 gals.).
 NM0981
 NM0981.The modeled gravity was interpolated from observed gravity values.
 NM0981
 NM0981. The following values were computed from the NAD 83(2011) position.
 NM0981
 NM0981;                    North         East     Units Scale Factor Converg.
 NM0981;SPC SD S     -    67,845.567   838,171.238   MT  0.99998350   +2 00 44.5
 NM0981;SPC SD S     -   222,590.00  2,749,900.14   sFT  0.99998350   +2 00 44.5
 NM0981;UTM  14      - 4,751,636.778   629,287.456   MT  0.99980564   +1 04 42.2
 NM0981
 NM0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0981!SPC SD S     -   0.99994366  x   0.99998350  =   0.99992716
 NM0981!UTM  14      -   0.99994366  x   0.99980564  =   0.99974931
 NM0981
 NM0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2928751636(NAD 83)
 NM0981
 NM0981                          SUPERSEDED SURVEY CONTROL
 NM0981
 NM0981  NAD 83(2007)-  42 54 23.01866(N)    097 24 58.43083(W) AD(2002.00) 0
 NM0981  ELLIP H (02/10/07)  359.299  (m)                       GP(2002.00)    
 NM0981  ELLIP H (05/25/04)  359.287  (m)                       GP(       ) 4 2
 NM0981  NAD 83(1996)-  42 54 23.01868(N)    097 24 58.43043(W) AD(       ) 1
 NM0981  ELLIP H (01/23/98)  359.330  (m)                       GP(       ) 4 1
 NM0981  NAD 83(1995)-  42 54 23.01871(N)    097 24 58.43040(W) AD(       ) 1
 NM0981  NAD 83(1986)-  42 54 23.02870(N)    097 24 58.42083(W) AD(       ) 1
 NM0981  NAVD 88             384.89   (m)         1262.8    (f) LEVELING    3  
 NM0981  NAVD 88 (06/15/91)  384.712  (m)         1262.18   (f) SUPERSEDED  1 2
 NM0981  NGVD 29 (??/??/92)  384.503  (m)         1261.49   (f) ADJ UNCH    1 2
 NM0981
 NM0981.Superseded values are not recommended for survey control.
 NM0981
 NM0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0981.See file dsdata.pdf to determine how the superseded data were derived.
 NM0981
 NM0981_MARKER: DB = BENCH MARK DISK
 NM0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0981_STAMPING: K 319 1946
 NM0981_MARK LOGO: CGS
 NM0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0981+STABILITY: SURFACE MOTION
 NM0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0981+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0981
 NM0981  HISTORY     - Date     Condition        Report By
 NM0981  HISTORY     - 1946     MONUMENTED       CGS
 NM0981  HISTORY     - 19930602 GOOD             GEORES
 NM0981  HISTORY     - 19930908 GOOD             NGS
 NM0981
 NM0981                          STATION DESCRIPTION
 NM0981
 NM0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0981'2.5 MI NW FROM YANKTON.
 NM0981'ABOUT 2.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NM0981'AND PACIFIC RAILROAD FROM THE STATION AT YANKTON, 0.5 MILES
 NM0981'SOUTHEAST OF MILEPOST NO. 155, 3 POLES SOUTHEAST OF A NORTH-SOUTH
 NM0981'ROAD CROSSING, 49 FEET SOUTHWEST AND ABOUT 3 FEET LOWER THAN THE
 NM0981'CENTER LINE OF THE RAILROAD, 3 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NM0981'FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 NM0981'STAMPED K 319 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 NM0981'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 NM0981
 NM0981                          STATION RECOVERY (1993)
 NM0981
 NM0981'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM0981'RECOVERED IN GOOD CONDITION.
 NM0981
 NM0981                          STATION RECOVERY (1993)
 NM0981
 NM0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0981'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM0981'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, THENCE 0.3 KM (0.20 MI)
 NM0981'SOUTHERLY ALONG A PAVED ROAD, 0.1 KM (0.05 MI) SOUTHEAST OF THE
 NM0981'INTERSECTION OF THE UNION PACIFIC RAILROAD, 88.0 M (288.7 FT) EAST OF
 NM0981'THE ROAD CENTER, 16.8 M (55.1 FT) SOUTHEAST OF THE CENTER OF A
 NM0981'MANHOLE COVER, 13.6 M (44.6 FT) SOUTHWEST OF THE NEAR RAIL, 0.4 M
 NM0981'(1.3 FT) NORTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) NORTHEAST OF A
 NM0981'FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT
 NM0981'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0142 ***********************************************************************
 OS0142  DESIGNATION -  K 320 RESET
 OS0142  PID         -  OS0142
 OS0142  STATE/COUNTY-  SD/TODD
 OS0142  COUNTRY     -  US
 OS0142  USGS QUAD   -  LITTLEBURG (2017)
 OS0142
 OS0142                         *CURRENT SURVEY CONTROL
 OS0142  ______________________________________________________________________
 OS0142* NAD 83(1986) POSITION- 43 02 44.     (N) 100 28 19.     (W)   SCALED
 OS0142* NAVD 88 ORTHO HEIGHT -   816.50  (meters)     2678.8   (feet) RESET
 OS0142  ______________________________________________________________________
 OS0142  GEOID HEIGHT    -        -22.657 (meters)                     GEOID18
 OS0142  VERT ORDER      -  THIRD
 OS0142
 OS0142.The horizontal coordinates were scaled from a map and have
 OS0142.an estimated accuracy of +/- 6 seconds.
 OS0142
 OS0142.The orthometric height was computed from unverified reset data.
 OS0142
 OS0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0142.GEOID18 height accuracy estimate available here.
 OS0142
 OS0142.Click photographs - Photos may exist for this station.
 OS0142
 OS0142;                    North         East    Units  Estimated Accuracy
 OS0142;SPC SD S     -    79,130.      588,710.      MT  (+/- 180 meters Scaled)
 OS0142
 OS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN801669(NAD 83)
 OS0142
 OS0142                          SUPERSEDED SURVEY CONTROL
 OS0142
 OS0142.No superseded survey control is available for this station.
 OS0142
 OS0142_MARKER: DB = BENCH MARK DISK
 OS0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0142_STAMPING: K 320 RESET 1967
 OS0142_MARK LOGO: CGS
 OS0142_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0142+STABILITY: SURFACE MOTION
 OS0142
 OS0142  HISTORY     - Date     Condition        Report By
 OS0142  HISTORY     - 1967     MONUMENTED       CGS
 OS0142
 OS0142                          STATION DESCRIPTION
 OS0142
 OS0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OS0142'21.2 MI NE FROM VALENTINE.
 OS0142'ABOUT 14.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 OS0142'AT VALENTINE, THENCE 7.0 MILES EAST ALONG A NEW ROAD, AT THE
 OS0142'JUNCTION OF A DIRT ROAD LEADING NORTH, ABOUT 1.0 MILE WEST OF
 OS0142'LITTLEBURG, 100 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 72
 OS0142'FEET WEST OF A NORTH-SOUTH FENCE, 58.5 FEET WEST OF AN EXTENDED
 OS0142'CENTER OF THE ROAD LEADING NORTH, 1 FOOT EAST OF A METAL WITNESS
 OS0142'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OS0142'3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0073 ***********************************************************************
 OS0073  DESIGNATION -  K 321
 OS0073  PID         -  OS0073
 OS0073  STATE/COUNTY-  SD/TRIPP
 OS0073  COUNTRY     -  US
 OS0073  USGS QUAD   -  CARTER (2017)
 OS0073
 OS0073                         *CURRENT SURVEY CONTROL
 OS0073  ______________________________________________________________________
 OS0073* NAD 83(1986) POSITION- 43 25 47.     (N) 100 12 20.     (W)   SCALED
 OS0073* NAVD 88 ORTHO HEIGHT -   659.020 (meters)     2162.13  (feet) ADJUSTED
 OS0073  ______________________________________________________________________
 OS0073  GEOID HEIGHT    -        -24.794 (meters)                     GEOID18
 OS0073  DYNAMIC HEIGHT  -        658.784 (meters)     2161.36  (feet) COMP
 OS0073  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 OS0073
 OS0073  VERT ORDER      -  SECOND    CLASS 0
 OS0073
 OS0073.The horizontal coordinates were scaled from a map and have
 OS0073.an estimated accuracy of +/- 6 seconds.
 OS0073
 OS0073.The orthometric height was determined by differential leveling and
 OS0073.adjusted by the NATIONAL GEODETIC SURVEY
 OS0073.in June 1991.
 OS0073
 OS0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0073.GEOID18 height accuracy estimate available here.
 OS0073
 OS0073.Click photographs - Photos may exist for this station.
 OS0073
 OS0073.The dynamic height is computed by dividing the NAVD 88
 OS0073.geopotential number by the normal gravity value computed on the
 OS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0073.degrees latitude (g = 980.6199 gals.).
 OS0073
 OS0073.The modeled gravity was interpolated from observed gravity values.
 OS0073
 OS0073;                    North         East    Units  Estimated Accuracy
 OS0073;SPC SD S     -   121,810.      610,350.      MT  (+/- 180 meters Scaled)
 OS0073
 OS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP024092(NAD 83)
 OS0073
 OS0073                          SUPERSEDED SURVEY CONTROL
 OS0073
 OS0073  NGVD 29 (??/??/92)  658.643  (m)         2160.90   (f) ADJ UNCH    2 0
 OS0073
 OS0073.Superseded values are not recommended for survey control.
 OS0073
 OS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0073.See file dsdata.pdf to determine how the superseded data were derived.
 OS0073
 OS0073_MARKER: DB = BENCH MARK DISK
 OS0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0073_STAMPING: K 321 1946
 OS0073_MARK LOGO: CGS
 OS0073_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0073+STABILITY: SURFACE MOTION
 OS0073
 OS0073  HISTORY     - Date     Condition        Report By
 OS0073  HISTORY     - 1946     MONUMENTED       CGS
 OS0073  HISTORY     - 1978     MARK NOT FOUND   USGS
 OS0073
 OS0073                          STATION DESCRIPTION
 OS0073
 OS0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0073'3 MI N FROM CARTER.
 OS0073'ABOUT 3.0 MILES NORTH ALONG A SECTION LINE ROAD FROM THE
 OS0073'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0073'AT CARTER, AND AT THE INTERSECTION WITH AN EAST-WEST DIRT ROAD,
 OS0073'57 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0073'NORTH-SOUTH ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 OS0073'EAST-WEST ROAD, 28 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER,
 OS0073'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X
 OS0073'4 IN MARKER POST.  A BRONZE DISC STAMPED K 321 1946 AND SET
 OS0073'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 OS0073'THE GROUND.
 OS0073
 OS0073                          STATION RECOVERY (1978)
 OS0073
 OS0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OS0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0754 ***********************************************************************
 OR0754  DESIGNATION -  K 323
 OR0754  PID         -  OR0754
 OR0754  STATE/COUNTY-  SD/TRIPP
 OR0754  COUNTRY     -  US
 OR0754  USGS QUAD   -  WEWELA (2017)
 OR0754
 OR0754                         *CURRENT SURVEY CONTROL
 OR0754  ______________________________________________________________________
 OR0754* NAD 83(1986) POSITION- 43 02 19.     (N) 099 52 10.     (W)   SCALED
 OR0754* NAVD 88 ORTHO HEIGHT -   670.387 (meters)     2199.43  (feet) ADJUSTED
 OR0754  ______________________________________________________________________
 OR0754  GEOID HEIGHT    -        -24.117 (meters)                     GEOID18
 OR0754  DYNAMIC HEIGHT  -        670.134 (meters)     2198.60  (feet) COMP
 OR0754  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 OR0754
 OR0754  VERT ORDER      -  SECOND    CLASS 0
 OR0754
 OR0754.The horizontal coordinates were scaled from a map and have
 OR0754.an estimated accuracy of +/- 6 seconds.
 OR0754
 OR0754.The orthometric height was determined by differential leveling and
 OR0754.adjusted by the NATIONAL GEODETIC SURVEY
 OR0754.in June 1991.
 OR0754
 OR0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0754.GEOID18 height accuracy estimate available here.
 OR0754
 OR0754.Click photographs - Photos may exist for this station.
 OR0754
 OR0754.The dynamic height is computed by dividing the NAVD 88
 OR0754.geopotential number by the normal gravity value computed on the
 OR0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0754.degrees latitude (g = 980.6199 gals.).
 OR0754
 OR0754.The modeled gravity was interpolated from observed gravity values.
 OR0754
 OR0754;                    North         East    Units  Estimated Accuracy
 OR0754;SPC SD S     -    78,460.      637,800.      MT  (+/- 180 meters Scaled)
 OR0754
 OR0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN291654(NAD 83)
 OR0754
 OR0754                          SUPERSEDED SURVEY CONTROL
 OR0754
 OR0754  NGVD 29 (??/??/92)  670.077  (m)         2198.41   (f) ADJ UNCH    2 0
 OR0754
 OR0754.Superseded values are not recommended for survey control.
 OR0754
 OR0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0754.See file dsdata.pdf to determine how the superseded data were derived.
 OR0754
 OR0754_MARKER: DB = BENCH MARK DISK
 OR0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0754_STAMPING: K 323 1946
 OR0754_MARK LOGO: CGS
 OR0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0754+STABILITY: SURFACE MOTION
 OR0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0754+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0754
 OR0754  HISTORY     - Date     Condition        Report By
 OR0754  HISTORY     - 1946     MONUMENTED       CGS
 OR0754  HISTORY     - 19870708 GOOD             NGS
 OR0754
 OR0754                          STATION DESCRIPTION
 OR0754
 OR0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0754'6 MI W FROM WEWELA.
 OR0754'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0754'WEWELA, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 4.0
 OR0754'MILES WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT
 OR0754'ROAD, AND AT A ROAD INTERSECTION, 45 FEET EAST OF AND ABOUT
 OR0754'LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26 FEET SOUTH
 OR0754'OF THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT NORTH OF THE
 OR0754'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 OR0754'PROJECTS 4 INCHES ABOVE THE GROUND.
 OR0754
 OR0754                          STATION RECOVERY (1987)
 OR0754
 OR0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0754'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 OR0754'THE ROAD HAS BEEN CURVED AND IS NO LONGER CLOSE TO THE MARK.
 OR0754'ABOUT 0.5 MILE WEST ALONG A DIRT ROAD, FROM ITS JUNCTION WITH U.S.
 OR0754'HIGHWAY 183 AND THE POST OFFICE AT WEWELA, THEN 0.7 MILE NORTH ALONG
 OR0754'A DIRT ROAD, THEN 4.0 MILES WEST ALONG A DIRT ROAD, THEN 1.0 MILE
 OR0754'NORTH ALONG A DIRT ROAD AND AT A ROAD INTERSECTION, 1 FOOT NORTH OF
 OR0754'A FENCE, 8 FEET EAST OF A FENCE AND TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0845 ***********************************************************************
 NM0845  DESIGNATION -  K 324
 NM0845  PID         -  NM0845
 NM0845  STATE/COUNTY-  SD/UNION
 NM0845  COUNTRY     -  US
 NM0845  USGS QUAD   -  JEFFERSON (2017)
 NM0845
 NM0845                         *CURRENT SURVEY CONTROL
 NM0845  ______________________________________________________________________
 NM0845* NAD 83(1986) POSITION- 42 35 48.     (N) 096 33 09.     (W)   SCALED
 NM0845* NAVD 88 ORTHO HEIGHT -   339.742 (meters)     1114.64  (feet) ADJUSTED
 NM0845  ______________________________________________________________________
 NM0845  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 NM0845  DYNAMIC HEIGHT  -        339.638 (meters)     1114.30  (feet) COMP
 NM0845  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 NM0845
 NM0845  VERT ORDER      -  FIRST     CLASS II
 NM0845
 NM0845.The horizontal coordinates were scaled from a map and have
 NM0845.an estimated accuracy of +/- 6 seconds.
 NM0845
 NM0845.The orthometric height was determined by differential leveling and
 NM0845.adjusted by the NATIONAL GEODETIC SURVEY
 NM0845.in June 1991.
 NM0845
 NM0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0845.GEOID18 height accuracy estimate available here.
 NM0845
 NM0845.Click photographs - Photos may exist for this station.
 NM0845
 NM0845.The dynamic height is computed by dividing the NAVD 88
 NM0845.geopotential number by the normal gravity value computed on the
 NM0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0845.degrees latitude (g = 980.6199 gals.).
 NM0845
 NM0845.The modeled gravity was interpolated from observed gravity values.
 NM0845
 NM0845;                    North         East    Units  Estimated Accuracy
 NM0845;SPC SD S     -    36,320.      910,210.      MT  (+/- 180 meters Scaled)
 NM0845
 NM0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN007189(NAD 83)
 NM0845
 NM0845                          SUPERSEDED SURVEY CONTROL
 NM0845
 NM0845  NGVD 29 (??/??/92)  339.570  (m)         1114.07   (f) ADJ UNCH    1 2
 NM0845
 NM0845.Superseded values are not recommended for survey control.
 NM0845
 NM0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0845.See file dsdata.pdf to determine how the superseded data were derived.
 NM0845
 NM0845_MARKER: DB = BENCH MARK DISK
 NM0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0845_STAMPING: K 324 1948
 NM0845_MARK LOGO: CGS
 NM0845_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0845+STABILITY: SURFACE MOTION
 NM0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0845+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 NM0845
 NM0845  HISTORY     - Date     Condition        Report By
 NM0845  HISTORY     - 1948     MONUMENTED       CGS
 NM0845  HISTORY     - 20120404 GOOD             INDIV
 NM0845
 NM0845                          STATION DESCRIPTION
 NM0845
 NM0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0845'0.5 MI SE FROM JEFFERSON.
 NM0845'0.5 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0845'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, NEAR THE SOUTHEAST
 NM0845'EDGE OF THE TOWN, ABOUT 225.0 FEET NORTH OF MILEPOST 102, 109.0
 NM0845'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTHEAST TO
 NM0845'A CONCRETE BLOCK BUILDING, 58.9 FEET WEST-SOUTHWEST OF THE WEST
 NM0845'CORNER OF A FARMHOUSE, 34.5 FEET NORTHEAST OF THE CENTER LINE OF
 NM0845'U.S. HIGHWAY NO. 77, 1.8 FEET NORTHEAST OF THE NORTHEAST
 NM0845'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0845'0.5 FOOT ABOVE THE GROUND.
 NM0845
 NM0845                          STATION RECOVERY (2012)
 NM0845
 NM0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0792 ***********************************************************************
 NM0792  DESIGNATION -  K 325
 NM0792  PID         -  NM0792
 NM0792  STATE/COUNTY-  SD/UNION
 NM0792  COUNTRY     -  US
 NM0792  USGS QUAD   -  JEFFERSON (2017)
 NM0792
 NM0792                         *CURRENT SURVEY CONTROL
 NM0792  ______________________________________________________________________
 NM0792* NAD 83(1986) POSITION- 42 33 42.     (N) 096 36 22.     (W)   SCALED
 NM0792* NAVD 88 ORTHO HEIGHT -   340.765 (meters)     1117.99  (feet) ADJUSTED
 NM0792  ______________________________________________________________________
 NM0792  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 NM0792  DYNAMIC HEIGHT  -        340.659 (meters)     1117.65  (feet) COMP
 NM0792  MODELED GRAVITY -    980,298.2   (mgal)                       NAVD 88
 NM0792
 NM0792  VERT ORDER      -  SECOND    CLASS 0
 NM0792
 NM0792.The horizontal coordinates were scaled from a map and have
 NM0792.an estimated accuracy of +/- 6 seconds.
 NM0792
 NM0792.The orthometric height was determined by differential leveling and
 NM0792.adjusted by the NATIONAL GEODETIC SURVEY
 NM0792.in June 1991.
 NM0792
 NM0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0792.GEOID18 height accuracy estimate available here.
 NM0792
 NM0792.Click photographs - Photos may exist for this station.
 NM0792
 NM0792.The dynamic height is computed by dividing the NAVD 88
 NM0792.geopotential number by the normal gravity value computed on the
 NM0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0792.degrees latitude (g = 980.6199 gals.).
 NM0792
 NM0792.The modeled gravity was interpolated from observed gravity values.
 NM0792
 NM0792;                    North         East    Units  Estimated Accuracy
 NM0792;SPC SD S     -    32,230.      905,990.      MT  (+/- 180 meters Scaled)
 NM0792
 NM0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN965149(NAD 83)
 NM0792
 NM0792                          SUPERSEDED SURVEY CONTROL
 NM0792
 NM0792  NGVD 29 (??/??/92)  340.592  (m)         1117.43   (f) ADJ UNCH    2 0
 NM0792
 NM0792.Superseded values are not recommended for survey control.
 NM0792
 NM0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0792.See file dsdata.pdf to determine how the superseded data were derived.
 NM0792
 NM0792_MARKER: DB = BENCH MARK DISK
 NM0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0792_STAMPING: K 325 1948
 NM0792_MARK LOGO: CGS
 NM0792_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0792+STABILITY: SURFACE MOTION
 NM0792
 NM0792  HISTORY     - Date     Condition        Report By
 NM0792  HISTORY     - 1948     MONUMENTED       CGS
 NM0792
 NM0792                          STATION DESCRIPTION
 NM0792
 NM0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0792'5.3 MI S FROM JEFFERSON.
 NM0792'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0792'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0792'WEST ALONG A PAVED ROAD, THENCE 3.0 MILES SOUTH ALONG A GRAVEL
 NM0792'ROAD, IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 70.0 FEET WEST
 NM0792'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, ABOUT 200.0 FEET SOUTHEAST
 NM0792'OF A FARMHOUSE, 35.3 FEET WEST OF A CORNER FENCE POST, 27.0 FEET
 NM0792'NORTH OF THE CENTER LINE OF A EAST-WEST ROAD, 1.1 FEET SOUTH OF A
 NM0792'FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0792'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0170 ***********************************************************************
 OQ0170  DESIGNATION -  K 326
 OQ0170  PID         -  OQ0170
 OQ0170  STATE/COUNTY-  SD/LINCOLN
 OQ0170  COUNTRY     -  US
 OQ0170  USGS QUAD   -  CANTON (2017)
 OQ0170
 OQ0170                         *CURRENT SURVEY CONTROL
 OQ0170  ______________________________________________________________________
 OQ0170* NAD 83(1986) POSITION- 43 20 04.     (N) 096 36 31.     (W)   SCALED
 OQ0170* NAVD 88 ORTHO HEIGHT -   413.080 (meters)     1355.25  (feet) ADJUSTED
 OQ0170  ______________________________________________________________________
 OQ0170  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 OQ0170  DYNAMIC HEIGHT  -        412.969 (meters)     1354.88  (feet) COMP
 OQ0170  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 OQ0170
 OQ0170  VERT ORDER      -  FIRST     CLASS II
 OQ0170
 OQ0170.The horizontal coordinates were scaled from a map and have
 OQ0170.an estimated accuracy of +/- 6 seconds.
 OQ0170
 OQ0170.The orthometric height was determined by differential leveling and
 OQ0170.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0170.in June 1991.
 OQ0170
 OQ0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0170.GEOID18 height accuracy estimate available here.
 OQ0170
 OQ0170.Click photographs - Photos may exist for this station.
 OQ0170
 OQ0170.The dynamic height is computed by dividing the NAVD 88
 OQ0170.geopotential number by the normal gravity value computed on the
 OQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0170.degrees latitude (g = 980.6199 gals.).
 OQ0170
 OQ0170.The modeled gravity was interpolated from observed gravity values.
 OQ0170
 OQ0170;                    North         East    Units  Estimated Accuracy
 OQ0170;SPC SD S     -   117,990.      901,940.      MT  (+/- 180 meters Scaled)
 OQ0170
 OQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP938007(NAD 83)
 OQ0170
 OQ0170                          SUPERSEDED SURVEY CONTROL
 OQ0170
 OQ0170  NGVD 29 (??/??/92)  412.834  (m)         1354.44   (f) ADJ UNCH    1 2
 OQ0170
 OQ0170.Superseded values are not recommended for survey control.
 OQ0170
 OQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0170.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0170
 OQ0170_MARKER: DB = BENCH MARK DISK
 OQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0170_STAMPING: K 326 1949
 OQ0170_MARK LOGO: CGS
 OQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0170+STABILITY: SURFACE MOTION
 OQ0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0170+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 OQ0170
 OQ0170  HISTORY     - Date     Condition        Report By
 OQ0170  HISTORY     - 1949     MONUMENTED       CGS
 OQ0170  HISTORY     - 20110401 GOOD             INDIV
 OQ0170
 OQ0170                          STATION DESCRIPTION
 OQ0170
 OQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0170'3.2 MI NW FROM CANTON.
 OQ0170'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0170'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CANTON, THENCE
 OQ0170'2.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0170'AND PACIFIC RAILROAD, 3 POLES NORTHWEST OF MILEPOST 53, 51.0
 OQ0170'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 46.0
 OQ0170'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.3 FEET NORTHEAST OF A
 OQ0170'RIGHT-OF-WAY FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST,
 OQ0170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OQ0170'ABOVE THE GROUND.
 OQ0170
 OQ0170                          STATION RECOVERY (2011)
 OQ0170
 OQ0170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0152 ***********************************************************************
 OQ0152  DESIGNATION -  K 327
 OQ0152  PID         -  OQ0152
 OQ0152  STATE/COUNTY-  SD/MINNEHAHA
 OQ0152  COUNTRY     -  US
 OQ0152  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0152
 OQ0152                         *CURRENT SURVEY CONTROL
 OQ0152  ______________________________________________________________________
 OQ0152* NAD 83(1986) POSITION- 43 30 02.     (N) 096 41 46.     (W)   SCALED
 OQ0152* NAVD 88 ORTHO HEIGHT -   456.138 (meters)     1496.51  (feet) ADJUSTED
 OQ0152  ______________________________________________________________________
 OQ0152  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 OQ0152  DYNAMIC HEIGHT  -        456.017 (meters)     1496.12  (feet) COMP
 OQ0152  MODELED GRAVITY -    980,340.6   (mgal)                       NAVD 88
 OQ0152
 OQ0152  VERT ORDER      -  FIRST     CLASS II
 OQ0152
 OQ0152.The horizontal coordinates were scaled from a map and have
 OQ0152.an estimated accuracy of +/- 6 seconds.
 OQ0152
 OQ0152.The orthometric height was determined by differential leveling and
 OQ0152.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0152.in June 1991.
 OQ0152
 OQ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0152.GEOID18 height accuracy estimate available here.
 OQ0152
 OQ0152.Click photographs - Photos may exist for this station.
 OQ0152
 OQ0152.The dynamic height is computed by dividing the NAVD 88
 OQ0152.geopotential number by the normal gravity value computed on the
 OQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0152.degrees latitude (g = 980.6199 gals.).
 OQ0152
 OQ0152.The modeled gravity was interpolated from observed gravity values.
 OQ0152
 OQ0152;                    North         East    Units  Estimated Accuracy
 OQ0152;SPC SD S     -   136,110.      894,040.      MT  (+/- 180 meters Scaled)
 OQ0152
 OQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP862189(NAD 83)
 OQ0152
 OQ0152                          SUPERSEDED SURVEY CONTROL
 OQ0152
 OQ0152  NGVD 29 (??/??/92)  455.867  (m)         1495.62   (f) ADJ UNCH    1 2
 OQ0152
 OQ0152.Superseded values are not recommended for survey control.
 OQ0152
 OQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0152.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0152
 OQ0152_MARKER: DB = BENCH MARK DISK
 OQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0152_STAMPING: K 327 1949
 OQ0152_MARK LOGO: CGS
 OQ0152_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0152+STABILITY: SURFACE MOTION
 OQ0152
 OQ0152  HISTORY     - Date     Condition        Report By
 OQ0152  HISTORY     - 1949     MONUMENTED       CGS
 OQ0152  HISTORY     - 20110225 MARK NOT FOUND   INDIV
 OQ0152
 OQ0152                          STATION DESCRIPTION
 OQ0152
 OQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0152'4.8 MI N FROM HARRISBURG.
 OQ0152'4.75 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0152'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, 2 1/2
 OQ0152'POLES NORTH OF MILEPOST 66, 197.0 FEET NORTH OF THE CENTER LINE
 OQ0152'OF THE COUNTY LINE ROAD, 45.0 FEET WEST OF THE WEST RAIL, 1.5
 OQ0152'FEET EAST OF A RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A REFERENCE
 OQ0152'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OQ0152'ABOVE THE GROUND.
 OQ0152
 OQ0152                          STATION RECOVERY (2011)
 OQ0152
 OQ0152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0236 ***********************************************************************
 OQ0236  DESIGNATION -  K 328
 OQ0236  PID         -  OQ0236
 OQ0236  STATE/COUNTY-  SD/LINCOLN
 OQ0236  COUNTRY     -  US
 OQ0236  USGS QUAD   -  KLONDIKE (2018)
 OQ0236
 OQ0236                         *CURRENT SURVEY CONTROL
 OQ0236  ______________________________________________________________________
 OQ0236* NAD 83(1986) POSITION- 43 29 21.     (N) 096 36 31.     (W)   SCALED
 OQ0236* NAVD 88 ORTHO HEIGHT -   428.549 (meters)     1406.00  (feet) ADJUSTED
 OQ0236  ______________________________________________________________________
 OQ0236  GEOID HEIGHT    -        -26.452 (meters)                     GEOID18
 OQ0236  DYNAMIC HEIGHT  -        428.437 (meters)     1405.63  (feet) COMP
 OQ0236  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 OQ0236
 OQ0236  VERT ORDER      -  SECOND    CLASS 0
 OQ0236
 OQ0236.The horizontal coordinates were scaled from a map and have
 OQ0236.an estimated accuracy of +/- 6 seconds.
 OQ0236
 OQ0236.The orthometric height was determined by differential leveling and
 OQ0236.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0236.in June 1991.
 OQ0236
 OQ0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0236.GEOID18 height accuracy estimate available here.
 OQ0236
 OQ0236.Click photographs - Photos may exist for this station.
 OQ0236
 OQ0236.The dynamic height is computed by dividing the NAVD 88
 OQ0236.geopotential number by the normal gravity value computed on the
 OQ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0236.degrees latitude (g = 980.6199 gals.).
 OQ0236
 OQ0236.The modeled gravity was interpolated from observed gravity values.
 OQ0236
 OQ0236;                    North         East    Units  Estimated Accuracy
 OQ0236;SPC SD S     -   135,160.      901,170.      MT  (+/- 180 meters Scaled)
 OQ0236
 OQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP933179(NAD 83)
 OQ0236
 OQ0236                          SUPERSEDED SURVEY CONTROL
 OQ0236
 OQ0236  NGVD 29 (??/??/92)  428.284  (m)         1405.13   (f) ADJ UNCH    2 0
 OQ0236
 OQ0236.Superseded values are not recommended for survey control.
 OQ0236
 OQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0236.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0236
 OQ0236_MARKER: DB = BENCH MARK DISK
 OQ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0236_STAMPING: K 328 1949
 OQ0236_MARK LOGO: CGS
 OQ0236_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0236+STABILITY: SURFACE MOTION
 OQ0236
 OQ0236  HISTORY     - Date     Condition        Report By
 OQ0236  HISTORY     - 1949     MONUMENTED       CGS
 OQ0236
 OQ0236                          STATION DESCRIPTION
 OQ0236
 OQ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0236'8.5 MI NE FROM HARRISBURG.
 OQ0236'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0236'AT HARRISBURG, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, IN
 OQ0236'LINE WITH THE CENTER LINE OF A T ROAD LEADING WEST, 35.0 FEET
 OQ0236'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2.0 FEET EAST
 OQ0236'OF AN IRON FENCE CORNER POST, 1.6 FEET NORTH OF THE FENCE,
 OQ0236'1.5 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 OQ0236'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0237 ***********************************************************************
 OQ0237  DESIGNATION -  K 328 RESET
 OQ0237  PID         -  OQ0237
 OQ0237  STATE/COUNTY-  SD/LINCOLN
 OQ0237  COUNTRY     -  US
 OQ0237  USGS QUAD   -  KLONDIKE (2018)
 OQ0237
 OQ0237                         *CURRENT SURVEY CONTROL
 OQ0237  ______________________________________________________________________
 OQ0237* NAD 83(1986) POSITION- 43 29 22.     (N) 096 36 31.     (W)   SCALED
 OQ0237* NAVD 88 ORTHO HEIGHT -   428.47  (meters)     1405.7   (feet) RESET
 OQ0237  ______________________________________________________________________
 OQ0237  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 OQ0237  VERT ORDER      -  THIRD
 OQ0237
 OQ0237.The horizontal coordinates were scaled from a map and have
 OQ0237.an estimated accuracy of +/- 6 seconds.
 OQ0237
 OQ0237.The orthometric height was computed from unverified reset data.
 OQ0237
 OQ0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0237.GEOID18 height accuracy estimate available here.
 OQ0237
 OQ0237.Click photographs - Photos may exist for this station.
 OQ0237
 OQ0237;                    North         East    Units  Estimated Accuracy
 OQ0237;SPC SD S     -   135,190.      901,170.      MT  (+/- 180 meters Scaled)
 OQ0237
 OQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP933179(NAD 83)
 OQ0237
 OQ0237                          SUPERSEDED SURVEY CONTROL
 OQ0237
 OQ0237.No superseded survey control is available for this station.
 OQ0237
 OQ0237_MARKER: DB = BENCH MARK DISK
 OQ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0237_STAMPING: K 328 RESET 1961
 OQ0237_MARK LOGO: CGS
 OQ0237_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0237+STABILITY: SURFACE MOTION
 OQ0237
 OQ0237  HISTORY     - Date     Condition        Report By
 OQ0237  HISTORY     - 1961     MONUMENTED       CGS
 OQ0237
 OQ0237                          STATION DESCRIPTION
 OQ0237
 OQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OQ0237'8.5 MI NE FROM HARRISBURG.
 OQ0237'THIS MARK IS LOCATED 4.5 MILES EAST ALONG A SURFACED ROAD FROM
 OQ0237'THE RAILROAD STATION AT HARRISBURG, THENCE 4.0 MILES NORTH, AT
 OQ0237'A T-INTERSECTION, ABOUT DUE EAST OF THE CENTERLINE EXTENDED OF
 OQ0237'THE ROAD LEADING WEST, ABOUT 70 FEET EAST OF THE CENTERLINE OF
 OQ0237'THE NORTH-SOUTH ROAD, 1 1/2 FEET WEST OF A WHITE WITNESS POST,
 OQ0237'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, AND SET IN THE
 OQ0237'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0257 ***********************************************************************
 PR0257  DESIGNATION -  K 329
 PR0257  PID         -  PR0257
 PR0257  STATE/COUNTY-  SD/MOODY
 PR0257  COUNTRY     -  US
 PR0257  USGS QUAD   -  FLANDREAU NW (2017)
 PR0257
 PR0257                         *CURRENT SURVEY CONTROL
 PR0257  ______________________________________________________________________
 PR0257* NAD 83(1986) POSITION- 44 10 29.     (N) 096 44 55.     (W)   SCALED
 PR0257* NAVD 88 ORTHO HEIGHT -   483.660 (meters)     1586.81  (feet) ADJUSTED
 PR0257  ______________________________________________________________________
 PR0257  GEOID HEIGHT    -        -25.756 (meters)                     GEOID18
 PR0257  DYNAMIC HEIGHT  -        483.557 (meters)     1586.47  (feet) COMP
 PR0257  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 PR0257
 PR0257  VERT ORDER      -  SECOND    CLASS 0
 PR0257
 PR0257.The horizontal coordinates were scaled from a map and have
 PR0257.an estimated accuracy of +/- 6 seconds.
 PR0257
 PR0257.The orthometric height was determined by differential leveling and
 PR0257.adjusted by the NATIONAL GEODETIC SURVEY
 PR0257.in June 1991.
 PR0257
 PR0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0257.GEOID18 height accuracy estimate available here.
 PR0257
 PR0257.Click photographs - Photos may exist for this station.
 PR0257
 PR0257.The dynamic height is computed by dividing the NAVD 88
 PR0257.geopotential number by the normal gravity value computed on the
 PR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0257.degrees latitude (g = 980.6199 gals.).
 PR0257
 PR0257.The modeled gravity was interpolated from observed gravity values.
 PR0257
 PR0257;                    North         East    Units  Estimated Accuracy
 PR0257;SPC SD S     -   210,750.      886,570.      MT  (+/- 180 meters Scaled)
 PR0257
 PR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799937(NAD 83)
 PR0257
 PR0257                          SUPERSEDED SURVEY CONTROL
 PR0257
 PR0257  NGVD 29 (??/??/92)  483.393  (m)         1585.93   (f) ADJ UNCH    2 0
 PR0257
 PR0257.Superseded values are not recommended for survey control.
 PR0257
 PR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0257.See file dsdata.pdf to determine how the superseded data were derived.
 PR0257
 PR0257_MARKER: DB = BENCH MARK DISK
 PR0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0257_SP_SET: BUILDING
 PR0257_STAMPING: K 329 1949
 PR0257_MARK LOGO: CGS
 PR0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0257
 PR0257  HISTORY     - Date     Condition        Report By
 PR0257  HISTORY     - 1949     MONUMENTED       CGS
 PR0257
 PR0257                          STATION DESCRIPTION
 PR0257
 PR0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0257'11.9 MI S FROM BROOKINGS.
 PR0257'7.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE
 PR0257'AT BROOKINGS, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD,
 PR0257'THENCE 2.6 MILES SOUTH ALONG A GRAVELED ROAD, 47 YARDS (PACED)
 PR0257'EAST OF THE CENTER LINE OF THE ROAD, 0.4 FOOT SOUTH OF THE
 PR0257'NORTHWEST CORNER OF AND SET VERTICALLY 2.5 FEET ABOVE THE
 PR0257'GROUND IN THE WEST BRICK WALL OF DURLAND SCHOOL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0370 ***********************************************************************
 PR0370  DESIGNATION -  K 330
 PR0370  PID         -  PR0370
 PR0370  STATE/COUNTY-  SD/HAMLIN
 PR0370  COUNTRY     -  US
 PR0370  USGS QUAD   -  ESTELLINE (2017)
 PR0370
 PR0370                         *CURRENT SURVEY CONTROL
 PR0370  ______________________________________________________________________
 PR0370* NAD 83(1986) POSITION- 44 32 44.     (N) 096 54 20.     (W)   SCALED
 PR0370* NAVD 88 ORTHO HEIGHT -   499.999 (meters)     1640.41  (feet) ADJUSTED
 PR0370  ______________________________________________________________________
 PR0370  GEOID HEIGHT    -        -24.945 (meters)                     GEOID18
 PR0370  DYNAMIC HEIGHT  -        499.925 (meters)     1640.17  (feet) COMP
 PR0370  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 PR0370
 PR0370  VERT ORDER      -  SECOND    CLASS 0
 PR0370
 PR0370.The horizontal coordinates were scaled from a map and have
 PR0370.an estimated accuracy of +/- 6 seconds.
 PR0370
 PR0370.The orthometric height was determined by differential leveling and
 PR0370.adjusted by the NATIONAL GEODETIC SURVEY
 PR0370.in June 1991.
 PR0370
 PR0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0370.GEOID18 height accuracy estimate available here.
 PR0370
 PR0370.Click photographs - Photos may exist for this station.
 PR0370
 PR0370.The dynamic height is computed by dividing the NAVD 88
 PR0370.geopotential number by the normal gravity value computed on the
 PR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0370.degrees latitude (g = 980.6199 gals.).
 PR0370
 PR0370.The modeled gravity was interpolated from observed gravity values.
 PR0370
 PR0370;                    North         East    Units  Estimated Accuracy
 PR0370;SPC SD N     -    83,840.      845,840.      MT  (+/- 180 meters Scaled)
 PR0370
 PR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ663346(NAD 83)
 PR0370
 PR0370                          SUPERSEDED SURVEY CONTROL
 PR0370
 PR0370  NGVD 29 (??/??/92)  499.726  (m)         1639.52   (f) ADJ UNCH    2 0
 PR0370
 PR0370.Superseded values are not recommended for survey control.
 PR0370
 PR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0370.See file dsdata.pdf to determine how the superseded data were derived.
 PR0370
 PR0370_MARKER: DB = BENCH MARK DISK
 PR0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0370_STAMPING: K 330 1949
 PR0370_MARK LOGO: CGS
 PR0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0370+STABILITY: SURFACE MOTION
 PR0370
 PR0370  HISTORY     - Date     Condition        Report By
 PR0370  HISTORY     - 1949     MONUMENTED       CGS
 PR0370
 PR0370                          STATION DESCRIPTION
 PR0370
 PR0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0370'2 MI S FROM ESTELLINE.
 PR0370'0.1 MI W ALONG A GRAVELED STREET FROM THE CHICAGO AND NORTH
 PR0370'WESTERN RY STATION AT ESTELLINE, THENCE 1.9 MI S ALONG A GRAVELED
 PR0370'ROAD, 0.95 MI W OF BM J 330, 65 YDS (PACED) S OF THE N END OF
 PR0370'A CURVE, 121 FT SW OF THE CENTER LINE OF THE ROAD, 63 FT N OF
 PR0370'THE N BANK OF THE BIG SIOUX RIVER, 4.3 FT N OF A T FENCE CORNER,
 PR0370'1.9 FT S OF A REFERENCE POST, 1.3 FT E OF A FENCE, AND SET IN
 PR0370'THE TOP OF A CONCRETE POST PROJECTING 0.4 FT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1017 ***********************************************************************
 NM1017  DESIGNATION -  K 331
 NM1017  PID         -  NM1017
 NM1017  STATE/COUNTY-  SD/YANKTON
 NM1017  COUNTRY     -  US
 NM1017  USGS QUAD   -  TABOR SE (2017)
 NM1017
 NM1017                         *CURRENT SURVEY CONTROL
 NM1017  ______________________________________________________________________
 NM1017* NAD 83(1986) POSITION- 42 52 14.     (N) 097 30 58.     (W)   SCALED
 NM1017* NAVD 88 ORTHO HEIGHT -   386.018 (meters)     1266.46  (feet) ADJUSTED
 NM1017  ______________________________________________________________________
 NM1017  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 NM1017  DYNAMIC HEIGHT  -        385.901 (meters)     1266.08  (feet) COMP
 NM1017  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 NM1017
 NM1017  VERT ORDER      -  FIRST     CLASS II
 NM1017
 NM1017.The horizontal coordinates were scaled from a map and have
 NM1017.an estimated accuracy of +/- 6 seconds.
 NM1017
 NM1017.The orthometric height was determined by differential leveling and
 NM1017.adjusted by the NATIONAL GEODETIC SURVEY
 NM1017.in June 1991.
 NM1017
 NM1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1017.GEOID18 height accuracy estimate available here.
 NM1017
 NM1017.Click photographs - Photos may exist for this station.
 NM1017
 NM1017.The dynamic height is computed by dividing the NAVD 88
 NM1017.geopotential number by the normal gravity value computed on the
 NM1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1017.degrees latitude (g = 980.6199 gals.).
 NM1017
 NM1017.The modeled gravity was interpolated from observed gravity values.
 NM1017
 NM1017;                    North         East    Units  Estimated Accuracy
 NM1017;SPC SD S     -    63,590.      830,160.      MT  (+/- 180 meters Scaled)
 NM1017
 NM1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN212475(NAD 83)
 NM1017
 NM1017                          SUPERSEDED SURVEY CONTROL
 NM1017
 NM1017  NGVD 29 (??/??/92)  385.806  (m)         1265.77   (f) ADJ UNCH    1 2
 NM1017
 NM1017.Superseded values are not recommended for survey control.
 NM1017
 NM1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1017.See file dsdata.pdf to determine how the superseded data were derived.
 NM1017
 NM1017_MARKER: DB = BENCH MARK DISK
 NM1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1017_STAMPING: K 331 1949
 NM1017_MARK LOGO: CGS
 NM1017_PROJECTION: PROJECTING 18 CENTIMETERS
 NM1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1017+STABILITY: SURFACE MOTION
 NM1017
 NM1017  HISTORY     - Date     Condition        Report By
 NM1017  HISTORY     - 1949     MONUMENTED       CGS
 NM1017  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1017  HISTORY     - 20120319 MARK NOT FOUND   INDIV
 NM1017
 NM1017                          STATION DESCRIPTION
 NM1017
 NM1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1017'6.8 MI NW FROM YANKTON.
 NM1017'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1017'AT YANKTON, THENCE 0.3 MILE SOUTH AND 5.0 MILES WEST ALONG A
 NM1017'GRAVELED ROAD, AT THE SOUTHEAST SLOPE OF A RED CLAY HILL, AT A
 NM1017'JUNCTION WITH A ROAD LEADING NORTH, 112 YARDS (PACED) WEST OF A
 NM1017'STEEL AND CONCRETE BRIDGE, 53 FEET NORTH OF THE CENTER LINE OF
 NM1017'THE GRAVELED ROAD, 10 FEET NORTHWEST OF A FENCE CORNER, 2.2 FEET
 NM1017'SOUTHWEST OF A FENCE LINE, 2.0 FEET SOUTH OF A REFERENCE POST,
 NM1017'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 NM1017'THE GROUND.
 NM1017
 NM1017                          STATION RECOVERY (1967)
 NM1017
 NM1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1017'MARK NOT FOUND.
 NM1017
 NM1017                          STATION RECOVERY (2012)
 NM1017
 NM1017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0358 ***********************************************************************
 PT0358  DESIGNATION -  K 332
 PT0358  PID         -  PT0358
 PT0358  STATE/COUNTY-  SD/STANLEY
 PT0358  COUNTRY     -  US
 PT0358  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0358
 PT0358                         *CURRENT SURVEY CONTROL
 PT0358  ______________________________________________________________________
 PT0358* NAD 83(1986) POSITION- 44 30 52.     (N) 100 34 41.     (W)   SCALED
 PT0358* NAVD 88 ORTHO HEIGHT -   443.026 (meters)     1453.49  (feet) ADJUSTED
 PT0358  ______________________________________________________________________
 PT0358  GEOID HEIGHT    -        -22.817 (meters)                     GEOID18
 PT0358  DYNAMIC HEIGHT  -        442.940 (meters)     1453.21  (feet) COMP
 PT0358  MODELED GRAVITY -    980,410.0   (mgal)                       NAVD 88
 PT0358
 PT0358  VERT ORDER      -  FIRST     CLASS II
 PT0358
 PT0358.The horizontal coordinates were scaled from a map and have
 PT0358.an estimated accuracy of +/- 6 seconds.
 PT0358
 PT0358.The orthometric height was determined by differential leveling and
 PT0358.adjusted by the NATIONAL GEODETIC SURVEY
 PT0358.in June 1991.
 PT0358
 PT0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0358.GEOID18 height accuracy estimate available here.
 PT0358
 PT0358.Click photographs - Photos may exist for this station.
 PT0358
 PT0358.The dynamic height is computed by dividing the NAVD 88
 PT0358.geopotential number by the normal gravity value computed on the
 PT0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0358.degrees latitude (g = 980.6199 gals.).
 PT0358
 PT0358.The modeled gravity was interpolated from observed gravity values.
 PT0358
 PT0358;                    North         East    Units  Estimated Accuracy
 PT0358;SPC SD S     -   242,350.      580,540.      MT  (+/- 180 meters Scaled)
 PT0358
 PT0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ745302(NAD 83)
 PT0358
 PT0358                          SUPERSEDED SURVEY CONTROL
 PT0358
 PT0358  NGVD 29 (??/??/92)  442.646  (m)         1452.25   (f) ADJ UNCH    1 2
 PT0358
 PT0358.Superseded values are not recommended for survey control.
 PT0358
 PT0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0358.See file dsdata.pdf to determine how the superseded data were derived.
 PT0358
 PT0358_MARKER: DB = BENCH MARK DISK
 PT0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0358_STAMPING: K 332 1949
 PT0358_MARK LOGO: CGS
 PT0358_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0358+STABILITY: SURFACE MOTION
 PT0358
 PT0358  HISTORY     - Date     Condition        Report By
 PT0358  HISTORY     - 1949     MONUMENTED       CGS
 PT0358  HISTORY     - 1951     GOOD             CGS
 PT0358
 PT0358                          STATION DESCRIPTION
 PT0358
 PT0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0358'21.4 MI NW FROM FORT PIERRE.
 PT0358'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0358'COURTHOUSE AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG
 PT0358'MISSION RIDGE ROAD, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD,
 PT0358'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.35 MILE NORTH
 PT0358'ALONG A DIRT ROAD TO A WIRE GATE, PASS THROUGH WIRE GATE, THENCE
 PT0358'0.5 MILE EAST ALONG A WINDING TRAIL ROAD TO SECOND WIRE GATE
 PT0358'AND A TRAIL CROSSROAD, 10 FEET SOUTH OF THE CENTER LINE OF
 PT0358'MAIN TRAIL, 5.3 SOUTH OF SOUTH GATE POST, 1.6 FEET WEST OF A
 PT0358'FENCE LINE, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE
 PT0358'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PT0358'NOTE-- THIS BENCH MARK IS 0.25 MILE SOUTHWEST OF D.A. DONAVANS
 PT0358'RESIDENCE.
 PT0358
 PT0358                          STATION RECOVERY (1951)
 PT0358
 PT0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0479 ***********************************************************************
 OR0479  DESIGNATION -  K 333
 OR0479  PID         -  OR0479
 OR0479  STATE/COUNTY-  SD/BRULE
 OR0479  COUNTRY     -  US
 OR0479  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0479
 OR0479                         *CURRENT SURVEY CONTROL
 OR0479  ______________________________________________________________________
 OR0479* NAD 83(1986) POSITION- 43 47 31.     (N) 099 19 00.     (W)   SCALED
 OR0479* NAVD 88 ORTHO HEIGHT -   524.707 (meters)     1721.48  (feet) ADJUSTED
 OR0479  ______________________________________________________________________
 OR0479  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 OR0479  DYNAMIC HEIGHT  -        524.567 (meters)     1721.02  (feet) COMP
 OR0479  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 OR0479
 OR0479  VERT ORDER      -  SECOND    CLASS 0
 OR0479
 OR0479.This mark is at Chamberlain Airport (9V9)
 OR0479
 OR0479.The horizontal coordinates were scaled from a map and have
 OR0479.an estimated accuracy of +/- 6 seconds.
 OR0479
 OR0479.The orthometric height was determined by differential leveling and
 OR0479.adjusted by the NATIONAL GEODETIC SURVEY
 OR0479.in June 1991.
 OR0479
 OR0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0479.GEOID18 height accuracy estimate available here.
 OR0479
 OR0479.Click photographs - Photos may exist for this station.
 OR0479
 OR0479.The dynamic height is computed by dividing the NAVD 88
 OR0479.geopotential number by the normal gravity value computed on the
 OR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0479.degrees latitude (g = 980.6199 gals.).
 OR0479
 OR0479.The modeled gravity was interpolated from observed gravity values.
 OR0479
 OR0479;                    North         East    Units  Estimated Accuracy
 OR0479;SPC SD S     -   162,540.      681,820.      MT  (+/- 180 meters Scaled)
 OR0479
 OR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP745488(NAD 83)
 OR0479
 OR0479                          SUPERSEDED SURVEY CONTROL
 OR0479
 OR0479  NGVD 29 (??/??/92)  524.367  (m)         1720.36   (f) ADJ UNCH    2 0
 OR0479
 OR0479.Superseded values are not recommended for survey control.
 OR0479
 OR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0479.See file dsdata.pdf to determine how the superseded data were derived.
 OR0479
 OR0479_MARKER: DB = BENCH MARK DISK
 OR0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0479_STAMPING: K 333 1949
 OR0479_MARK LOGO: CGS
 OR0479_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0479+STABILITY: SURFACE MOTION
 OR0479
 OR0479  HISTORY     - Date     Condition        Report By
 OR0479  HISTORY     - 1949     MONUMENTED       CGS
 OR0479  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0479  HISTORY     - 19960509 MARK NOT FOUND   NGS
 OR0479
 OR0479                          STATION DESCRIPTION
 OR0479
 OR0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0479'1.6 MI SE FROM CHAMBERLAIN.
 OR0479'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 OR0479'AT CHAMBERLAIN, BRULE COUNTY, AT THE EAST ENTRANCE TO CHAMBERLAIN
 OR0479'MUNICIPAL AIRPORT, 66 FEET WEST OF THE CENTER LINE OF THE
 OR0479'HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING
 OR0479'WEST INTO THE AIRPORT, AT THE MOST EASTERLY HANGAR, 52 FEET
 OR0479'SOUTHEAST OF THE SOUTHEAST CORNER OF A MACHINE SHOP WHICH CONNECTS
 OR0479'WITH THE EAST END OF THE HANGAR, 1.4 FEET WEST OF A WIRE FENCE,
 OR0479'AND 1.4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN
 OR0479'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 OR0479
 OR0479                          STATION RECOVERY (1974)
 OR0479
 OR0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0479'MARK NOT FOUND.
 OR0479
 OR0479                          STATION RECOVERY (1996)
 OR0479
 OR0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0479'SEARCHED FOR NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0478 ***********************************************************************
 OT0478  DESIGNATION -  K 334
 OT0478  PID         -  OT0478
 OT0478  STATE/COUNTY-  SD/FALL RIVER
 OT0478  COUNTRY     -  US
 OT0478  USGS QUAD   -  BURDOCK (2017)
 OT0478
 OT0478                         *CURRENT SURVEY CONTROL
 OT0478  ______________________________________________________________________
 OT0478* NAD 83(1986) POSITION- 43 22 49.     (N) 103 54 33.     (W)   SCALED
 OT0478* NAVD 88 ORTHO HEIGHT -  1063.301 (meters)     3488.51  (feet) ADJUSTED
 OT0478  ______________________________________________________________________
 OT0478  GEOID HEIGHT    -        -14.862 (meters)                     GEOID18
 OT0478  DYNAMIC HEIGHT  -       1062.862 (meters)     3487.07  (feet) COMP
 OT0478  MODELED GRAVITY -    980,169.9   (mgal)                       NAVD 88
 OT0478
 OT0478  VERT ORDER      -  FIRST     CLASS II
 OT0478
 OT0478.The horizontal coordinates were scaled from a map and have
 OT0478.an estimated accuracy of +/- 6 seconds.
 OT0478
 OT0478.The orthometric height was determined by differential leveling and
 OT0478.adjusted by the NATIONAL GEODETIC SURVEY
 OT0478.in June 1991.
 OT0478
 OT0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0478.GEOID18 height accuracy estimate available here.
 OT0478
 OT0478.Click photographs - Photos may exist for this station.
 OT0478
 OT0478.The dynamic height is computed by dividing the NAVD 88
 OT0478.geopotential number by the normal gravity value computed on the
 OT0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0478.degrees latitude (g = 980.6199 gals.).
 OT0478
 OT0478.The modeled gravity was interpolated from observed gravity values.
 OT0478
 OT0478;                    North         East    Units  Estimated Accuracy
 OT0478;SPC SD S     -   122,540.      310,340.      MT  (+/- 180 meters Scaled)
 OT0478
 OT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ883036(NAD 83)
 OT0478
 OT0478                          SUPERSEDED SURVEY CONTROL
 OT0478
 OT0478  NGVD 29 (??/??/92) 1062.764  (m)         3486.75   (f) ADJ UNCH    1 2
 OT0478
 OT0478.Superseded values are not recommended for survey control.
 OT0478
 OT0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0478.See file dsdata.pdf to determine how the superseded data were derived.
 OT0478
 OT0478_MARKER: DB = BENCH MARK DISK
 OT0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0478_SP_SET: ABUTMENT
 OT0478_STAMPING: K 334 1957
 OT0478_MARK LOGO: CGS
 OT0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0478
 OT0478  HISTORY     - Date     Condition        Report By
 OT0478  HISTORY     - 1957     MONUMENTED       CGS
 OT0478
 OT0478                          STATION DESCRIPTION
 OT0478
 OT0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0478'7.2 MI NW FROM EDGEMONT.
 OT0478'ABOUT 7.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0478'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 5,
 OT0478'T. 8 S., R. 2 E., IN THE TOP OF THE SOUTHWEST END OF THE
 OT0478'SOUTHEAST ABUTMENT OF BRIDGE 483.38, 5.2 FEET SOUTHWEST OF THE
 OT0478'SOUTHWEST RAIL AND ABOUT 1 1/2 FEET BELOW THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0429 ***********************************************************************
 OT0429  DESIGNATION -  K 335
 OT0429  PID         -  OT0429
 OT0429  STATE/COUNTY-  SD/FALL RIVER
 OT0429  COUNTRY     -  US
 OT0429  USGS QUAD   -  ARDMORE (2017)
 OT0429
 OT0429                         *CURRENT SURVEY CONTROL
 OT0429  ______________________________________________________________________
 OT0429* NAD 83(1986) POSITION- 43 00 51.4    (N) 103 39 28.1    (W)   HD_HELD2
 OT0429* NAVD 88 ORTHO HEIGHT -  1085.891 (meters)     3562.63  (feet) ADJUSTED
 OT0429  ______________________________________________________________________
 OT0429  GEOID HEIGHT    -        -16.022 (meters)                     GEOID18
 OT0429  DYNAMIC HEIGHT  -       1085.397 (meters)     3561.01  (feet) COMP
 OT0429  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 OT0429
 OT0429  VERT ORDER      -  FIRST     CLASS II
 OT0429
 OT0429.The horizontal coordinates were established by autonomous hand held GPS
 OT0429.observations and have an estimated accuracy of +/- 10 meters.
 OT0429
 OT0429.The orthometric height was determined by differential leveling and
 OT0429.adjusted by the NATIONAL GEODETIC SURVEY
 OT0429.in June 1991.
 OT0429
 OT0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0429.GEOID18 height accuracy estimate available here.
 OT0429
 OT0429.Click photographs - Photos may exist for this station.
 OT0429
 OT0429.The dynamic height is computed by dividing the NAVD 88
 OT0429.geopotential number by the normal gravity value computed on the
 OT0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0429.degrees latitude (g = 980.6199 gals.).
 OT0429
 OT0429.The modeled gravity was interpolated from observed gravity values.
 OT0429
 OT0429;                    North         East    Units  Estimated Accuracy
 OT0429;SPC SD S     -    81,070.      329,065.      MT  (+/- 10 meters HH2 GPS)
 OT0429
 OT0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0937563274(NAD 83)
 OT0429
 OT0429                          SUPERSEDED SURVEY CONTROL
 OT0429
 OT0429  NGVD 29 (??/??/92) 1085.338  (m)         3560.81   (f) ADJ UNCH    1 2
 OT0429
 OT0429.Superseded values are not recommended for survey control.
 OT0429
 OT0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0429.See file dsdata.pdf to determine how the superseded data were derived.
 OT0429
 OT0429_MARKER: DB = BENCH MARK DISK
 OT0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0429_STAMPING: K 335 1957
 OT0429_MARK LOGO: CGS
 OT0429_PROJECTION: PROJECTING 18 CENTIMETERS
 OT0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0429+STABILITY: SURFACE MOTION
 OT0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0429+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 OT0429
 OT0429  HISTORY     - Date     Condition        Report By
 OT0429  HISTORY     - 1957     MONUMENTED       CGS
 OT0429  HISTORY     - 1985     GOOD             NGS
 OT0429  HISTORY     - 20180723 GOOD             NGS
 OT0429
 OT0429                          STATION DESCRIPTION
 OT0429
 OT0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0429'0.4 MI S FROM ARDMORE.
 OT0429'ABOUT 0.45 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0429'RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 9, T.12 S.,
 OT0429'R.4 E., 48 FEET EAST OF THE EAST RAIL, 69 FEET NORTHEAST OF THE
 OT0429'CENTER OF A ROAD CROSSING, 95 FEET WEST OF THE CENTER LINE OF
 OT0429'STATE HIGHWAY 87, 57 FEET SOUTH OF THE FIRST POLE NORTH OF THE
 OT0429'CROSS ROAD, 48 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD,
 OT0429'9 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE LINE,
 OT0429'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 OT0429'BELOW THE RAIL, IN THE TOP OF A CONCRETE POST THAT PROJECTS
 OT0429'8 INCHES.
 OT0429
 OT0429                          STATION RECOVERY (1985)
 OT0429
 OT0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0429'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.81 KM (0.5
 OT0429'MI) SOUTH ALONG STATE ROUTES 71 AND 2 FROM THE JUNCTION OF COUNTY
 OT0429'ROADS 5 EAST AND 6412 WEST AT ARDMORE, 29.0 METERS (95 FT) WEST OF
 OT0429'THE HIGHWAY CENTERLINE, 14.6 METERS (48 FT) EAST OF THE EAST RAIL OF
 OT0429'THE BURLINGTON NORTHERN RAILROAD, 21.0 METERS (69 FT) NORTHEAST OF A
 OT0429'ROAD CROSSING THE TRACKS, 17.4 METERS (57 FT) SOUTH OF THE FIRST POLE
 OT0429'NORTH OF A CROSS ROADS, 15.2 METERS (50 FT) NORTH OF THE CENTER OF A
 OT0429'GRAVEL CROSS ROADS, 2.7 METERS (9 FT) NORTH OF A FENCE CORNER AND 0.6
 OT0429'METER (2 FT) EAST OF A FENCE.
 OT0429'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 OT0429'THE MARK IS 0.6 M BELOW THE TRACKS.
 OT0429
 OT0429                          STATION RECOVERY (2018)
 OT0429
 OT0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 OT0429'THE WOODEN WITNESS POST IS GONE.  THE FIBERGLASS ONE IS OK.
 OT0429'CROSSROADS NUMBERED 30301 AND 30303.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0129 ***********************************************************************
 OR0129  DESIGNATION -  K 336
 OR0129  PID         -  OR0129
 OR0129  STATE/COUNTY-  SD/CHARLES MIX
 OR0129  COUNTRY     -  US
 OR0129  USGS QUAD   -  WAGNER SW (2017)
 OR0129
 OR0129                         *CURRENT SURVEY CONTROL
 OR0129  ______________________________________________________________________
 OR0129* NAD 83(1986) POSITION- 43 00 11.     (N) 098 29 08.     (W)   SCALED
 OR0129* NAVD 88 ORTHO HEIGHT -   388.365 (meters)     1274.16  (feet) ADJUSTED
 OR0129  ______________________________________________________________________
 OR0129  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 OR0129  DYNAMIC HEIGHT  -        388.233 (meters)     1273.73  (feet) COMP
 OR0129  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 OR0129
 OR0129  VERT ORDER      -  SECOND    CLASS 0
 OR0129
 OR0129.The horizontal coordinates were scaled from a map and have
 OR0129.an estimated accuracy of +/- 6 seconds.
 OR0129
 OR0129.The orthometric height was determined by differential leveling and
 OR0129.adjusted by the NATIONAL GEODETIC SURVEY
 OR0129.in June 1991.
 OR0129
 OR0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0129.GEOID18 height accuracy estimate available here.
 OR0129
 OR0129.Click photographs - Photos may exist for this station.
 OR0129
 OR0129.The dynamic height is computed by dividing the NAVD 88
 OR0129.geopotential number by the normal gravity value computed on the
 OR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0129.degrees latitude (g = 980.6199 gals.).
 OR0129
 OR0129.The modeled gravity was interpolated from observed gravity values.
 OR0129
 OR0129;                    North         East    Units  Estimated Accuracy
 OR0129;SPC SD S     -    76,080.      750,640.      MT  (+/- 180 meters Scaled)
 OR0129
 OR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN419612(NAD 83)
 OR0129
 OR0129                          SUPERSEDED SURVEY CONTROL
 OR0129
 OR0129  NGVD 29 (??/??/92)  388.075  (m)         1273.21   (f) ADJ UNCH    2 0
 OR0129
 OR0129.Superseded values are not recommended for survey control.
 OR0129
 OR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0129.See file dsdata.pdf to determine how the superseded data were derived.
 OR0129
 OR0129_MARKER: DB = BENCH MARK DISK
 OR0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0129_STAMPING: K 336 1949
 OR0129_MARK LOGO: CGS
 OR0129_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0129+STABILITY: SURFACE MOTION
 OR0129
 OR0129  HISTORY     - Date     Condition        Report By
 OR0129  HISTORY     - 1949     MONUMENTED       CGS
 OR0129
 OR0129                          STATION DESCRIPTION
 OR0129
 OR0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0129'7.8 MI S FROM PICKSTOWN.
 OR0129'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 OR0129'PICKSTOWN, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, THENCE 5.45
 OR0129'MILES SOUTH ALONG A DIRT ROAD, IN THE NORTHWEST QUARTER OF A ROAD
 OR0129'CROSSING, 1.7 FEET WEST OF THE MOST SOUTHWESTERLY CORNER AT THE
 OR0129'WEST END OF A SCHOOL BUILDING, 12.1 FEET SOUTH OF THE MOST
 OR0129'NORTHWESTERLY CORNER AT THE WEST END OF THE BUILDING, 96.0 FEET
 OR0129'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 250.0 FEET
 OR0129'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.2 FEET SOUTH
 OR0129'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0129'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0318 ***********************************************************************
 OR0318  DESIGNATION -  K 337
 OR0318  PID         -  OR0318
 OR0318  STATE/COUNTY-  SD/GREGORY
 OR0318  COUNTRY     -  US
 OR0318  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0318
 OR0318                         *CURRENT SURVEY CONTROL
 OR0318  ______________________________________________________________________
 OR0318* NAD 83(1986) POSITION- 43 02 19.     (N) 098 32 48.     (W)   SCALED
 OR0318* NAVD 88 ORTHO HEIGHT -   395.819 (meters)     1298.62  (feet) ADJUSTED
 OR0318  ______________________________________________________________________
 OR0318  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 OR0318  DYNAMIC HEIGHT  -        395.684 (meters)     1298.17  (feet) COMP
 OR0318  MODELED GRAVITY -    980,269.6   (mgal)                       NAVD 88
 OR0318
 OR0318  VERT ORDER      -  SECOND    CLASS 0
 OR0318
 OR0318.The horizontal coordinates were scaled from a map and have
 OR0318.an estimated accuracy of +/- 6 seconds.
 OR0318
 OR0318.The orthometric height was determined by differential leveling and
 OR0318.adjusted by the NATIONAL GEODETIC SURVEY
 OR0318.in June 1991.
 OR0318
 OR0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0318.GEOID18 height accuracy estimate available here.
 OR0318
 OR0318.Click photographs - Photos may exist for this station.
 OR0318
 OR0318.The dynamic height is computed by dividing the NAVD 88
 OR0318.geopotential number by the normal gravity value computed on the
 OR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0318.degrees latitude (g = 980.6199 gals.).
 OR0318
 OR0318.The modeled gravity was interpolated from observed gravity values.
 OR0318
 OR0318;                    North         East    Units  Estimated Accuracy
 OR0318;SPC SD S     -    79,920.      745,580.      MT  (+/- 180 meters Scaled)
 OR0318
 OR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369652(NAD 83)
 OR0318
 OR0318                          SUPERSEDED SURVEY CONTROL
 OR0318
 OR0318  NGVD 29 (??/??/92)  395.516  (m)         1297.62   (f) ADJ UNCH    2 0
 OR0318
 OR0318.Superseded values are not recommended for survey control.
 OR0318
 OR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0318.See file dsdata.pdf to determine how the superseded data were derived.
 OR0318
 OR0318_MARKER: DB = BENCH MARK DISK
 OR0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0318_STAMPING: K 337 1949
 OR0318_MARK LOGO: CGS
 OR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0318+STABILITY: SURFACE MOTION
 OR0318
 OR0318  HISTORY     - Date     Condition        Report By
 OR0318  HISTORY     - 1949     MONUMENTED       CGS
 OR0318
 OR0318                          STATION DESCRIPTION
 OR0318
 OR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0318'15.6 MI N FROM BRISTOW.
 OR0318'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0318'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE
 OR0318'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A
 OR0318'DIRT ROAD, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, THENCE 3.2
 OR0318'MILES NORTHEASTERLY ALONG A DIRT ROAD, AT A T-JUNCTION OF DIRT
 OR0318'ROADS, ABOUT 250.0 FEET SOUTHWEST OF A FARMHOUSE ON THE NORTH
 OR0318'SIDE OF THE ROAD, 81.0 FEET SOUTH OF THE CENTER LINE OF THE
 OR0318'EAST-WEST ROAD, 25.0 FEET WEST OF THE CENTER LINE OF THE ROAD
 OR0318'LEADING SOUTH, 17.2 FEET SOUTH OF A CORNER FENCE POST, 1.1 FEET
 OR0318'EAST OF A FENCE, 2.3 FEET SOUTH OF A REFERENCE POST, SET IN THE
 OR0318'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0318'NOTE-- THIS BENCH MARK IS LOCATED 0.8 MILE SOUTHEAST OF THE CORPS
 OR0318'OF ENGINEERS BENCH MARK CA3/8.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0069 ***********************************************************************
 NN0069  DESIGNATION -  K 338
 NN0069  PID         -  NN0069
 NN0069  STATE/COUNTY-  SD/CHARLES MIX
 NN0069  COUNTRY     -  US
 NN0069  USGS QUAD   -  VERDEL (2017)
 NN0069
 NN0069                         *CURRENT SURVEY CONTROL
 NN0069  ______________________________________________________________________
 NN0069* NAD 83(1986) POSITION- 42 51 49.     (N) 098 11 29.     (W)   SCALED
 NN0069* NAVD 88 ORTHO HEIGHT -   373.945 (meters)     1226.85  (feet) ADJUSTED
 NN0069  ______________________________________________________________________
 NN0069  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 NN0069  DYNAMIC HEIGHT  -        373.821 (meters)     1226.44  (feet) COMP
 NN0069  MODELED GRAVITY -    980,278.0   (mgal)                       NAVD 88
 NN0069
 NN0069  VERT ORDER      -  SECOND    CLASS 0
 NN0069
 NN0069.The horizontal coordinates were scaled from a map and have
 NN0069.an estimated accuracy of +/- 6 seconds.
 NN0069
 NN0069.The orthometric height was determined by differential leveling and
 NN0069.adjusted by the NATIONAL GEODETIC SURVEY
 NN0069.in June 1991.
 NN0069
 NN0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0069.GEOID18 height accuracy estimate available here.
 NN0069
 NN0069.Click photographs - Photos may exist for this station.
 NN0069
 NN0069.The dynamic height is computed by dividing the NAVD 88
 NN0069.geopotential number by the normal gravity value computed on the
 NN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0069.degrees latitude (g = 980.6199 gals.).
 NN0069
 NN0069.The modeled gravity was interpolated from observed gravity values.
 NN0069
 NN0069;                    North         East    Units  Estimated Accuracy
 NN0069;SPC SD S     -    61,170.      775,020.      MT  (+/- 180 meters Scaled)
 NN0069
 NN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN660459(NAD 83)
 NN0069
 NN0069                          SUPERSEDED SURVEY CONTROL
 NN0069
 NN0069  NGVD 29 (??/??/92)  373.706  (m)         1226.07   (f) ADJ UNCH    2 0
 NN0069
 NN0069.Superseded values are not recommended for survey control.
 NN0069
 NN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0069.See file dsdata.pdf to determine how the superseded data were derived.
 NN0069
 NN0069_MARKER: DB = BENCH MARK DISK
 NN0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0069_STAMPING: K 338 1949
 NN0069_MARK LOGO: CGS
 NN0069_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0069+STABILITY: SURFACE MOTION
 NN0069
 NN0069  HISTORY     - Date     Condition        Report By
 NN0069  HISTORY     - 1949     MONUMENTED       CGS
 NN0069  HISTORY     - 1972     MARK NOT FOUND   USGS
 NN0069
 NN0069                          STATION DESCRIPTION
 NN0069
 NN0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0069'13.5 MI ESE FROM GREENWOOD.
 NN0069'1.4 MILES EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN
 NN0069'AGENCY AT GREENWOOD, THENCE 9.1 MILES SOUTHEAST ALONG A GRAVEL
 NN0069'ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES
 NN0069'EAST ALONG A DIRT ROAD, AT A Y-JUNCTION OF ROADS, 76.0 FEET
 NN0069'SOUTHWEST OF THE CENTER LINE OF THE MAIN GRAVELED ROAD, 24.0
 NN0069'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 17.0
 NN0069'FEET EAST OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH
 NN0069'THROUGH A FIELD, 1.0 FOOT NORTH OF A FENCE, 1.3 FEET EAST OF A
 NN0069'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0069'0.2 FOOT ABOVE THE GROUND.
 NN0069
 NN0069                          STATION RECOVERY (1972)
 NN0069
 NN0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NN0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0608 ***********************************************************************
 OR0608  DESIGNATION -  K 339
 OR0608  PID         -  OR0608
 OR0608  STATE/COUNTY-  SD/GREGORY
 OR0608  COUNTRY     -  US
 OR0608  USGS QUAD   -  GREGORY (2017)
 OR0608
 OR0608                         *CURRENT SURVEY CONTROL
 OR0608  ______________________________________________________________________
 OR0608* NAD 83(1986) POSITION- 43 14 28.     (N) 099 24 56.     (W)   SCALED
 OR0608* NAVD 88 ORTHO HEIGHT -   658.848 (meters)     2161.57  (feet) ADJUSTED
 OR0608  ______________________________________________________________________
 OR0608  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 OR0608  DYNAMIC HEIGHT  -        658.597 (meters)     2160.75  (feet) COMP
 OR0608  MODELED GRAVITY -    980,218.7   (mgal)                       NAVD 88
 OR0608
 OR0608  VERT ORDER      -  SECOND    CLASS 0
 OR0608
 OR0608.The horizontal coordinates were scaled from a map and have
 OR0608.an estimated accuracy of +/- 6 seconds.
 OR0608
 OR0608.The orthometric height was determined by differential leveling and
 OR0608.adjusted by the NATIONAL GEODETIC SURVEY
 OR0608.in June 1991.
 OR0608
 OR0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0608.GEOID18 height accuracy estimate available here.
 OR0608
 OR0608.Click photographs - Photos may exist for this station.
 OR0608
 OR0608.The dynamic height is computed by dividing the NAVD 88
 OR0608.geopotential number by the normal gravity value computed on the
 OR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0608.degrees latitude (g = 980.6199 gals.).
 OR0608
 OR0608.The modeled gravity was interpolated from observed gravity values.
 OR0608
 OR0608;                    North         East    Units  Estimated Accuracy
 OR0608;SPC SD S     -   101,260.      674,540.      MT  (+/- 180 meters Scaled)
 OR0608
 OR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN662876(NAD 83)
 OR0608
 OR0608                          SUPERSEDED SURVEY CONTROL
 OR0608
 OR0608  NGVD 29 (??/??/92)  658.506  (m)         2160.45   (f) ADJ UNCH    2 0
 OR0608
 OR0608.Superseded values are not recommended for survey control.
 OR0608
 OR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0608.See file dsdata.pdf to determine how the superseded data were derived.
 OR0608
 OR0608_MARKER: DB = BENCH MARK DISK
 OR0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0608_STAMPING: K 339 1949
 OR0608_MARK LOGO: CGS
 OR0608_PROJECTION: FLUSH
 OR0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0608+STABILITY: SURFACE MOTION
 OR0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0608+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2009
 OR0608
 OR0608  HISTORY     - Date     Condition        Report By
 OR0608  HISTORY     - 1949     MONUMENTED       CGS
 OR0608  HISTORY     - 20091229 GOOD             WAPA
 OR0608
 OR0608                          STATION DESCRIPTION
 OR0608
 OR0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0608'1.4 MI E FROM GREGORY.
 OR0608'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0608'THENCE 0.7 MILE EAST ALONG A GRAVEL ROAD, IN THE SOUTHWEST
 OR0608'QUARTER OF A ROAD CROSSING, 50.0 FEET SOUTH OF THE CENTER LINE
 OR0608'OF THE EAST-WEST ROAD, 30.0 FEET WEST OF THE CENTER LINE OF THE
 OR0608'NORTH-SOUTH ROAD, 13.0 FEET SOUTH OF A POWER LINE POLE, 16.0
 OR0608'FEET SOUTH OF A CORNER FENCE POST, 1.3 FEET EAST OF A FENCE,
 OR0608'2.0 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 OR0608'POST AND LEVEL WITH THE GROUND.
 OR0608
 OR0608                          STATION RECOVERY (2009)
 OR0608
 OR0608'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2009 (CJD)
 OR0608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0158 ***********************************************************************
 OR0158  DESIGNATION -  K 340
 OR0158  PID         -  OR0158
 OR0158  STATE/COUNTY-  SD/CHARLES MIX
 OR0158  COUNTRY     -  US
 OR0158  USGS QUAD   -  PLATTE (2017)
 OR0158
 OR0158                         *CURRENT SURVEY CONTROL
 OR0158  ______________________________________________________________________
 OR0158* NAD 83(1986) POSITION- 43 23 59.     (N) 098 49 38.     (W)   SCALED
 OR0158* NAVD 88 ORTHO HEIGHT -   492.645 (meters)     1616.29  (feet) ADJUSTED
 OR0158  ______________________________________________________________________
 OR0158  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 OR0158  DYNAMIC HEIGHT  -        492.487 (meters)     1615.77  (feet) COMP
 OR0158  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 OR0158
 OR0158  VERT ORDER      -  FIRST     CLASS II
 OR0158
 OR0158.The horizontal coordinates were scaled from a map and have
 OR0158.an estimated accuracy of +/- 6 seconds.
 OR0158
 OR0158.The orthometric height was determined by differential leveling and
 OR0158.adjusted by the NATIONAL GEODETIC SURVEY
 OR0158.in June 1991.
 OR0158
 OR0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0158.GEOID18 height accuracy estimate available here.
 OR0158
 OR0158.Click photographs - Photos may exist for this station.
 OR0158
 OR0158.The dynamic height is computed by dividing the NAVD 88
 OR0158.geopotential number by the normal gravity value computed on the
 OR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0158.degrees latitude (g = 980.6199 gals.).
 OR0158
 OR0158.The modeled gravity was interpolated from observed gravity values.
 OR0158
 OR0158;                    North         East    Units  Estimated Accuracy
 OR0158;SPC SD S     -   119,570.      721,990.      MT  (+/- 180 meters Scaled)
 OR0158
 OR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP139052(NAD 83)
 OR0158
 OR0158                          SUPERSEDED SURVEY CONTROL
 OR0158
 OR0158  NGVD 29 (??/??/92)  492.307  (m)         1615.18   (f) ADJ UNCH    1 2
 OR0158
 OR0158.Superseded values are not recommended for survey control.
 OR0158
 OR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0158.See file dsdata.pdf to determine how the superseded data were derived.
 OR0158
 OR0158_MARKER: DB = BENCH MARK DISK
 OR0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0158_STAMPING: K 340 1949
 OR0158_MARK LOGO: CGS
 OR0158_PROJECTION: FLUSH
 OR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0158+STABILITY: SURFACE MOTION
 OR0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0158+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0158
 OR0158  HISTORY     - Date     Condition        Report By
 OR0158  HISTORY     - 1949     MONUMENTED       CGS
 OR0158  HISTORY     - 20121210 GOOD             INDIV
 OR0158
 OR0158                          STATION DESCRIPTION
 OR0158
 OR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0158'AT PLATTE AIRPORT.
 OR0158'AT PLATTE AIRPORT, CHARLES MIX COUNTY, AT THE MAIN OFFICE,
 OR0158'12.7 FEET WEST OF THE SOUTHEAST CORNER, 2.2 FEET SOUTH OF THE
 OR0158'SOUTHWEST CORNER, AND 1 FOOT SOUTH OF A POLE.  A STANDARD DISK,
 OR0158'STAMPED K 340 1949 AND SET IN THE TOP OF A CONCRETE POST
 OR0158'FLUSH WITH THE GROUND.
 OR0158
 OR0158                          STATION RECOVERY (2012)
 OR0158
 OR0158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0321 ***********************************************************************
 OQ0321  DESIGNATION -  K 341
 OQ0321  PID         -  OQ0321
 OQ0321  STATE/COUNTY-  SD/MINNEHAHA
 OQ0321  COUNTRY     -  US
 OQ0321  USGS QUAD   -  RENNER (2017)
 OQ0321
 OQ0321                         *CURRENT SURVEY CONTROL
 OQ0321  ______________________________________________________________________
 OQ0321* NAD 83(1986) POSITION- 43 38 44.04   (N) 096 43 43.09   (W)   HD_HELD1
 OQ0321* NAVD 88 ORTHO HEIGHT -   437.944 (meters)     1436.82  (feet) ADJUSTED
 OQ0321  ______________________________________________________________________
 OQ0321  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 OQ0321  DYNAMIC HEIGHT  -        437.834 (meters)     1436.46  (feet) COMP
 OQ0321  MODELED GRAVITY -    980,354.8   (mgal)                       NAVD 88
 OQ0321
 OQ0321  VERT ORDER      -  FIRST     CLASS II
 OQ0321
 OQ0321.The horizontal coordinates were determined by differentially corrected
 OQ0321.hand held GPS observations or other comparable positioning techniques
 OQ0321.and have an estimated accuracy of +/- 3 meters.
 OQ0321
 OQ0321.The orthometric height was determined by differential leveling and
 OQ0321.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0321.in June 1991.
 OQ0321
 OQ0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0321.GEOID18 height accuracy estimate available here.
 OQ0321
 OQ0321.Click photographs - Photos may exist for this station.
 OQ0321
 OQ0321.The dynamic height is computed by dividing the NAVD 88
 OQ0321.geopotential number by the normal gravity value computed on the
 OQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0321.degrees latitude (g = 980.6199 gals.).
 OQ0321
 OQ0321.The modeled gravity was interpolated from observed gravity values.
 OQ0321
 OQ0321;                    North         East    Units  Estimated Accuracy
 OQ0321;SPC SD S     -   152,087.3     890,716.3     MT  (+/- 3 meters HH1 GPS) 
 OQ0321
 OQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8318735014(NAD 83)
 OQ0321
 OQ0321                          SUPERSEDED SURVEY CONTROL
 OQ0321
 OQ0321  NGVD 29 (??/??/92)  437.663  (m)         1435.90   (f) ADJ UNCH    1 2
 OQ0321
 OQ0321.Superseded values are not recommended for survey control.
 OQ0321
 OQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0321.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0321
 OQ0321_MARKER: DB = BENCH MARK DISK
 OQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0321_STAMPING: K 341 1949
 OQ0321_MARK LOGO: CGS
 OQ0321_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0321+STABILITY: SURFACE MOTION
 OQ0321
 OQ0321  HISTORY     - Date     Condition        Report By
 OQ0321  HISTORY     - 1949     MONUMENTED       CGS
 OQ0321  HISTORY     - 1958     GOOD             CGS
 OQ0321  HISTORY     - 20100401 MARK NOT FOUND   INDIV
 OQ0321
 OQ0321                          STATION DESCRIPTION
 OQ0321
 OQ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OQ0321'AT RENNER.
 OQ0321'AT RENNER, MINNEHAHA COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0321'AND PACIFIC RAILROAD, 68.6 FEET SOUTH OF THE SOUTHWEST CORNER
 OQ0321'OF THE STATION, AT THE CROSSING OF AN EAST-AND-WEST SECTION-LINE
 OQ0321'ROAD, 69 FEET NORTH OF THE CENTERLINE OF THE ROAD, 46.7 FEET
 OQ0321'WEST OF THE WEST RAIL OF THE MAIN TRACK, 1.9 FEET SOUTH OF A
 OQ0321'WHITE WOODEN WITNESS POST AND 1.1 FEET EAST OF A FENCE.  A
 OQ0321'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OQ0321'FOOT ABOVE THE GROUND.  NOTE-- RAILROAD STATION IS GONE.
 OQ0321
 OQ0321                          STATION RECOVERY (2010)
 OQ0321
 OQ0321'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MJN)
 OQ0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1106 ***********************************************************************
 NM1106  DESIGNATION -  K 343
 NM1106  PID         -  NM1106
 NM1106  STATE/COUNTY-  SD/CLAY
 NM1106  COUNTRY     -  US
 NM1106  USGS QUAD   -  MECKLING (2017)
 NM1106
 NM1106                         *CURRENT SURVEY CONTROL
 NM1106  ______________________________________________________________________
 NM1106* NAD 83(1986) POSITION- 42 47 36.     (N) 097 06 03.     (W)   SCALED
 NM1106* NAVD 88 ORTHO HEIGHT -   352.302 (meters)     1155.84  (feet) ADJUSTED
 NM1106  ______________________________________________________________________
 NM1106  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM1106  DYNAMIC HEIGHT  -        352.197 (meters)     1155.50  (feet) COMP
 NM1106  MODELED GRAVITY -    980,314.9   (mgal)                       NAVD 88
 NM1106
 NM1106  VERT ORDER      -  SECOND    CLASS 0
 NM1106
 NM1106.The horizontal coordinates were scaled from a map and have
 NM1106.an estimated accuracy of +/- 6 seconds.
 NM1106
 NM1106.The orthometric height was determined by differential leveling and
 NM1106.adjusted by the NATIONAL GEODETIC SURVEY
 NM1106.in June 1991.
 NM1106
 NM1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1106.GEOID18 height accuracy estimate available here.
 NM1106
 NM1106.Click photographs - Photos may exist for this station.
 NM1106
 NM1106.The dynamic height is computed by dividing the NAVD 88
 NM1106.geopotential number by the normal gravity value computed on the
 NM1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1106.degrees latitude (g = 980.6199 gals.).
 NM1106
 NM1106.The modeled gravity was interpolated from observed gravity values.
 NM1106
 NM1106;                    North         East    Units  Estimated Accuracy
 NM1106;SPC SD S     -    56,250.      864,400.      MT  (+/- 180 meters Scaled)
 NM1106
 NM1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN553396(NAD 83)
 NM1106
 NM1106                          SUPERSEDED SURVEY CONTROL
 NM1106
 NM1106  NGVD 29 (??/??/92)  352.094  (m)         1155.16   (f) ADJ UNCH    2 0
 NM1106
 NM1106.Superseded values are not recommended for survey control.
 NM1106
 NM1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1106.See file dsdata.pdf to determine how the superseded data were derived.
 NM1106
 NM1106_MARKER: DB = BENCH MARK DISK
 NM1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1106_STAMPING: K 343 1949
 NM1106_MARK LOGO: CGS
 NM1106_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1106+STABILITY: SURFACE MOTION
 NM1106
 NM1106  HISTORY     - Date     Condition        Report By
 NM1106  HISTORY     - 1949     MONUMENTED       CGS
 NM1106
 NM1106                          STATION DESCRIPTION
 NM1106
 NM1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1106'5.4 MI SW FROM MECKLING.
 NM1106'0.95 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO,
 NM1106'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1106'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.8 MILES
 NM1106'SOUTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE WEST ALONG A
 NM1106'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 NM1106'AND IN LINE WITH THE CENTER LINE OF A T ROAD LEADING WEST, 27
 NM1106'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 11.0 FEET
 NM1106'SOUTH OF THE CENTER OF A WIRE GATE, 1.0 FOOT WEST OF A FENCE,
 NM1106'1.7 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1106'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0956 ***********************************************************************
 NM0956  DESIGNATION -  K 344
 NM0956  PID         -  NM0956
 NM0956  STATE/COUNTY-  SD/CLAY
 NM0956  COUNTRY     -  US
 NM0956  USGS QUAD   -  MECKLING (2017)
 NM0956
 NM0956                         *CURRENT SURVEY CONTROL
 NM0956  ______________________________________________________________________
 NM0956* NAD 83(1986) POSITION- 42 51 30.4    (N) 097 06 11.9    (W)   HD_HELD2
 NM0956* NAVD 88 ORTHO HEIGHT -   352.095 (meters)     1155.17  (feet) ADJUSTED
 NM0956  ______________________________________________________________________
 NM0956  GEOID HEIGHT    -        -25.587 (meters)                     GEOID18
 NM0956  DYNAMIC HEIGHT  -        351.994 (meters)     1154.83  (feet) COMP
 NM0956  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NM0956
 NM0956  VERT ORDER      -  FIRST     CLASS II
 NM0956
 NM0956.The horizontal coordinates were established by autonomous hand held GPS
 NM0956.observations and have an estimated accuracy of +/- 10 meters.
 NM0956
 NM0956.The orthometric height was determined by differential leveling and
 NM0956.adjusted by the NATIONAL GEODETIC SURVEY
 NM0956.in June 1994.
 NM0956
 NM0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0956.GEOID18 height accuracy estimate available here.
 NM0956
 NM0956.Click photographs - Photos may exist for this station.
 NM0956
 NM0956.The dynamic height is computed by dividing the NAVD 88
 NM0956.geopotential number by the normal gravity value computed on the
 NM0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0956.degrees latitude (g = 980.6199 gals.).
 NM0956
 NM0956.The modeled gravity was interpolated from observed gravity values.
 NM0956
 NM0956;                    North         East    Units  Estimated Accuracy
 NM0956;SPC SD S     -    63,468.      863,915.      MT  (+/- 10 meters HH2 GPS)
 NM0956
 NM0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5495346840(NAD 83)
 NM0956
 NM0956                          SUPERSEDED SURVEY CONTROL
 NM0956
 NM0956  NAVD 88 (06/15/91)  351.987  (m)         1154.81   (f) SUPERSEDED  1 2
 NM0956  NGVD 29 (??/??/92)  351.776  (m)         1154.12   (f) ADJ UNCH    1 2
 NM0956
 NM0956.Superseded values are not recommended for survey control.
 NM0956
 NM0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0956.See file dsdata.pdf to determine how the superseded data were derived.
 NM0956
 NM0956_MARKER: DB = BENCH MARK DISK
 NM0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0956_STAMPING: K 344 1949
 NM0956_MARK LOGO: CGS
 NM0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0956+STABILITY: SURFACE MOTION
 NM0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0956+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2012
 NM0956
 NM0956  HISTORY     - Date     Condition        Report By
 NM0956  HISTORY     - 1949     MONUMENTED       CGS
 NM0956  HISTORY     - 19930908 GOOD             NGS
 NM0956  HISTORY     - 20120910 GOOD             INDIV
 NM0956
 NM0956                          STATION DESCRIPTION
 NM0956
 NM0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0956'2.2 MI NW FROM MECKLING.
 NM0956'2.15 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0956'PACIFIC RAILROAD FROM THE RAILROAD STATION AT MECKLING, 442
 NM0956'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 262.0 FEET
 NM0956'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE BELONGING TO
 NM0956'R.L. KOHLSCHEEN, 46.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 8.0
 NM0956'FEET NORTHWEST OF A FENCE CORNER POST, 1.0 FOOT SOUTHWEST OF THE
 NM0956'RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHEAST OF A REFERENCE POST, AND
 NM0956'SET IN THE TOP OF A 5.8-FOOT CONCRETE POST PROJECTING 0.8 FOOT
 NM0956'ABOVE THE GROUND.
 NM0956
 NM0956                          STATION RECOVERY (1993)
 NM0956
 NM0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0956'15.0 KM (9.30 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM0956'OF STATE HIGHWAY 19 IN VERMILLION, 150.0 M (492.1 FT) NORTHWEST OF
 NM0956'THE CENTER OF A GRAVELED ROAD, 38.8 M (127.3 FT) NORTHEAST OF THE
 NM0956'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 33.0 M (108.3 FT)
 NM0956'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A FARM HOUSE, 14.0 M
 NM0956'(45.9 FT) NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 NM0956'11.8 M (38.7 FT) NORTH OF A RAILROAD CROSSING SIGN, 1.0 M (3.3 FT)
 NM0956'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE,
 NM0956'AND THE MONUMENT PROJECTS 0.25 M (0.82 FT) ABOVE THE GROUND SURFACE.
 NM0956
 NM0956                          STATION RECOVERY (2012)
 NM0956
 NM0956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0468 ***********************************************************************
 PS0468  DESIGNATION -  K 349
 PS0468  PID         -  PS0468
 PS0468  STATE/COUNTY-  SD/LYMAN
 PS0468  COUNTRY     -  US
 PS0468  USGS QUAD   -  LOWER BRULE (2017)
 PS0468
 PS0468                         *CURRENT SURVEY CONTROL
 PS0468  ______________________________________________________________________
 PS0468* NAD 83(1986) POSITION- 44 04 12.     (N) 099 33 25.     (W)   SCALED
 PS0468* NAVD 88 ORTHO HEIGHT -   429.978 (meters)     1410.69  (feet) ADJUSTED
 PS0468  ______________________________________________________________________
 PS0468  GEOID HEIGHT    -        -24.744 (meters)                     GEOID18
 PS0468  DYNAMIC HEIGHT  -        429.877 (meters)     1410.35  (feet) COMP
 PS0468  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 PS0468
 PS0468  VERT ORDER      -  FIRST     CLASS II
 PS0468
 PS0468.The horizontal coordinates were scaled from a map and have
 PS0468.an estimated accuracy of +/- 6 seconds.
 PS0468
 PS0468.The orthometric height was determined by differential leveling and
 PS0468.adjusted by the NATIONAL GEODETIC SURVEY
 PS0468.in June 1991.
 PS0468
 PS0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0468.GEOID18 height accuracy estimate available here.
 PS0468
 PS0468.Click photographs - Photos may exist for this station.
 PS0468
 PS0468.The dynamic height is computed by dividing the NAVD 88
 PS0468.geopotential number by the normal gravity value computed on the
 PS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0468.degrees latitude (g = 980.6199 gals.).
 PS0468
 PS0468.The modeled gravity was interpolated from observed gravity values.
 PS0468
 PS0468;                    North         East    Units  Estimated Accuracy
 PS0468;SPC SD S     -   193,220.      662,190.      MT  (+/- 180 meters Scaled)
 PS0468
 PS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP553797(NAD 83)
 PS0468
 PS0468                          SUPERSEDED SURVEY CONTROL
 PS0468
 PS0468  NGVD 29 (??/??/92)  429.644  (m)         1409.59   (f) ADJ UNCH    1 2
 PS0468
 PS0468.Superseded values are not recommended for survey control.
 PS0468
 PS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0468.See file dsdata.pdf to determine how the superseded data were derived.
 PS0468
 PS0468_MARKER: DB = BENCH MARK DISK
 PS0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0468_STAMPING: K 349 1949
 PS0468_MARK LOGO: CGS
 PS0468_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0468+STABILITY: SURFACE MOTION
 PS0468
 PS0468  HISTORY     - Date     Condition        Report By
 PS0468  HISTORY     - 1949     MONUMENTED       CGS
 PS0468  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0468
 PS0468                          STATION DESCRIPTION
 PS0468
 PS0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0468'0.3 MI SW FROM LOWER BRULE.
 PS0468'0.3 MILE SOUTHWEST ALONG A FIELD ROAD FROM THE POST OFFICE AT
 PS0468'LOWER BRULE, AT A T-JUNCTION OF ROADS, 47 FEET NORTH OF THE
 PS0468'CENTER LINE OF THE ROAD LEADING EAST TO THE MISSOURI RIVER, 33
 PS0468'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17 FEET
 PS0468'NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST FIELD ROAD,
 PS0468'7 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A REFERENCE
 PS0468'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 PS0468'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PS0468
 PS0468                          STATION RECOVERY (1965)
 PS0468
 PS0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0455 ***********************************************************************
 PS0455  DESIGNATION -  K 350
 PS0455  PID         -  PS0455
 PS0455  STATE/COUNTY-  SD/HUGHES
 PS0455  COUNTRY     -  US
 PS0455  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0455
 PS0455                         *CURRENT SURVEY CONTROL
 PS0455  ______________________________________________________________________
 PS0455* NAD 83(1986) POSITION- 44 08 58.     (N) 099 41 09.     (W)   SCALED
 PS0455* NAVD 88 ORTHO HEIGHT -   441.705 (meters)     1449.16  (feet) ADJUSTED
 PS0455  ______________________________________________________________________
 PS0455  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 PS0455  DYNAMIC HEIGHT  -        441.608 (meters)     1448.84  (feet) COMP
 PS0455  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 PS0455
 PS0455  VERT ORDER      -  FIRST     CLASS II
 PS0455
 PS0455.The horizontal coordinates were scaled from a map and have
 PS0455.an estimated accuracy of +/- 6 seconds.
 PS0455
 PS0455.The orthometric height was determined by differential leveling and
 PS0455.adjusted by the NATIONAL GEODETIC SURVEY
 PS0455.in June 1991.
 PS0455
 PS0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0455.GEOID18 height accuracy estimate available here.
 PS0455
 PS0455.Click photographs - Photos may exist for this station.
 PS0455
 PS0455.The dynamic height is computed by dividing the NAVD 88
 PS0455.geopotential number by the normal gravity value computed on the
 PS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0455.degrees latitude (g = 980.6199 gals.).
 PS0455
 PS0455.The modeled gravity was interpolated from observed gravity values.
 PS0455
 PS0455;                    North         East    Units  Estimated Accuracy
 PS0455;SPC SD S     -   201,960.      651,800.      MT  (+/- 180 meters Scaled)
 PS0455
 PS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP451887(NAD 83)
 PS0455
 PS0455                          SUPERSEDED SURVEY CONTROL
 PS0455
 PS0455  NGVD 29 (??/??/92)  441.374  (m)         1448.07   (f) ADJ UNCH    1 2
 PS0455
 PS0455.Superseded values are not recommended for survey control.
 PS0455
 PS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0455.See file dsdata.pdf to determine how the superseded data were derived.
 PS0455
 PS0455_MARKER: DB = BENCH MARK DISK
 PS0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0455_STAMPING: K 350 1949
 PS0455_MARK LOGO: CGS
 PS0455_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0455+STABILITY: SURFACE MOTION
 PS0455
 PS0455  HISTORY     - Date     Condition        Report By
 PS0455  HISTORY     - 1949     MONUMENTED       CGS
 PS0455
 PS0455                          STATION DESCRIPTION
 PS0455
 PS0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0455'8.3 MI E FROM JOE CREEK.
 PS0455'7.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0455'CREEK, THENCE 0.7 MILE NORTHEAST ALONG A FIELD ROAD, THENCE
 PS0455'0.5 MILE SOUTHEAST ALONG A FIELD ROAD, ALONG A NORTH-SOUTH DIRT
 PS0455'ROAD, AT THE CORNER OF SECTIONS 13, 14, 23 AND 24, T. 108 N.,
 PS0455'R. 74 W., 77 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 PS0455'WEST OF THE CENTER LINE OF A WIRE GATE, 1.5 FEET NORTH OF A
 PS0455'FENCE, 1.6 FEET EAST OF A REFERENCE POST, SET THE TOP OF A
 PS0455'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 PS0455'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0609 ***********************************************************************
 PU0609  DESIGNATION -  K 355
 PU0609  PID         -  PU0609
 PU0609  STATE/COUNTY-  SD/PENNINGTON
 PU0609  COUNTRY     -  US
 PU0609  USGS QUAD   -  OWANKA (2017)
 PU0609
 PU0609                         *CURRENT SURVEY CONTROL
 PU0609  ______________________________________________________________________
 PU0609* NAD 83(1986) POSITION- 44 01 17.     (N) 102 35 15.     (W)   SCALED
 PU0609* NAVD 88 ORTHO HEIGHT -   765.903 (meters)     2512.80  (feet) ADJUSTED
 PU0609  ______________________________________________________________________
 PU0609  GEOID HEIGHT    -        -18.110 (meters)                     GEOID18
 PU0609  DYNAMIC HEIGHT  -        765.678 (meters)     2512.06  (feet) COMP
 PU0609  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 PU0609
 PU0609  VERT ORDER      -  SECOND    CLASS 0
 PU0609
 PU0609.The horizontal coordinates were scaled from a map and have
 PU0609.an estimated accuracy of +/- 6 seconds.
 PU0609
 PU0609.The orthometric height was determined by differential leveling and
 PU0609.adjusted by the NATIONAL GEODETIC SURVEY
 PU0609.in June 1991.
 PU0609
 PU0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0609.GEOID18 height accuracy estimate available here.
 PU0609
 PU0609.Click photographs - Photos may exist for this station.
 PU0609
 PU0609.The dynamic height is computed by dividing the NAVD 88
 PU0609.geopotential number by the normal gravity value computed on the
 PU0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0609.degrees latitude (g = 980.6199 gals.).
 PU0609
 PU0609.The modeled gravity was interpolated from observed gravity values.
 PU0609
 PU0609;                    North         East    Units  Estimated Accuracy
 PU0609;SPC SD S     -   189,980.      419,300.      MT  (+/- 180 meters Scaled)
 PU0609
 PU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ933770(NAD 83)
 PU0609
 PU0609                          SUPERSEDED SURVEY CONTROL
 PU0609
 PU0609  NGVD 29 (??/??/92)  765.457  (m)         2511.34   (f) ADJ UNCH    2 0
 PU0609
 PU0609.Superseded values are not recommended for survey control.
 PU0609
 PU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0609.See file dsdata.pdf to determine how the superseded data were derived.
 PU0609
 PU0609_MARKER: DB = BENCH MARK DISK
 PU0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0609_STAMPING: K 355 1961
 PU0609_MARK LOGO: CGS
 PU0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0609+STABILITY: SURFACE MOTION
 PU0609
 PU0609  HISTORY     - Date     Condition        Report By
 PU0609  HISTORY     - 1961     MONUMENTED       CGS
 PU0609
 PU0609                          STATION DESCRIPTION
 PU0609
 PU0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0609'AT OWANKA.
 PU0609'ABOUT ONE BLOCK SOUTH OF THE POST OFFICE AT OWANKA, AT THE
 PU0609'RAILROAD CROSSING, 73 FEET NORTH OF THE NORTH RAIL, 33.6 FEET
 PU0609'EAST OF THE CENTER OF A GRAVELED ROAD, 4 FEET NORTHEAST OF A
 PU0609'POWER POLE, 3 FEET EAST OF THE WITNESS POST, SET IN THE TOP OF
 PU0609'A CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1964 ***********************************************************************
 PU1964  DESIGNATION -  K 358
 PU1964  PID         -  PU1964
 PU1964  STATE/COUNTY-  SD/BUTTE
 PU1964  COUNTRY     -  US
 PU1964  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1964
 PU1964                         *CURRENT SURVEY CONTROL
 PU1964  ______________________________________________________________________
 PU1964* NAD 83(1986) POSITION- 44 44 38.     (N) 103 56 49.     (W)   SCALED
 PU1964* NAVD 88 ORTHO HEIGHT -   946.822 (meters)     3106.37  (feet) ADJUSTED
 PU1964  ______________________________________________________________________
 PU1964  GEOID HEIGHT    -        -15.299 (meters)                     GEOID18
 PU1964  DYNAMIC HEIGHT  -        946.558 (meters)     3105.50  (feet) COMP
 PU1964  MODELED GRAVITY -    980,306.5   (mgal)                       NAVD 88
 PU1964
 PU1964  VERT ORDER      -  SECOND    CLASS 0
 PU1964
 PU1964.The horizontal coordinates were scaled from a map and have
 PU1964.an estimated accuracy of +/- 6 seconds.
 PU1964
 PU1964.The orthometric height was determined by differential leveling and
 PU1964.adjusted by the NATIONAL GEODETIC SURVEY
 PU1964.in June 1991.
 PU1964
 PU1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1964.GEOID18 height accuracy estimate available here.
 PU1964
 PU1964.Click photographs - Photos may exist for this station.
 PU1964
 PU1964.The dynamic height is computed by dividing the NAVD 88
 PU1964.geopotential number by the normal gravity value computed on the
 PU1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1964.degrees latitude (g = 980.6199 gals.).
 PU1964
 PU1964.The modeled gravity was interpolated from observed gravity values.
 PU1964
 PU1964;                    North         East    Units  Estimated Accuracy
 PU1964;SPC SD N     -   108,800.      287,550.      MT  (+/- 180 meters Scaled)
 PU1964
 PU1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK833550(NAD 83)
 PU1964
 PU1964                          SUPERSEDED SURVEY CONTROL
 PU1964
 PU1964  NGVD 29 (??/??/92)  946.328  (m)         3104.74   (f) ADJ UNCH    2 0
 PU1964
 PU1964.Superseded values are not recommended for survey control.
 PU1964
 PU1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1964.See file dsdata.pdf to determine how the superseded data were derived.
 PU1964
 PU1964_MARKER: DB = BENCH MARK DISK
 PU1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1964_STAMPING: K 358 1962
 PU1964_MARK LOGO: CGS
 PU1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1964+STABILITY: SURFACE MOTION
 PU1964
 PU1964  HISTORY     - Date     Condition        Report By
 PU1964  HISTORY     - 1962     MONUMENTED       CGS
 PU1964  HISTORY     - 1962     GOOD             CGS
 PU1964  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1964
 PU1964                          STATION DESCRIPTION
 PU1964
 PU1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1964'6.2 MI NW FROM BELLE FOURCHE.
 PU1964'6.15 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1964'WITH U.S. HIGHWAY 85 AT BELLE FOURCHE.  AT MILEPOST 161, 74 FEET
 PU1964'EAST SOUTHEAST OF THE MILEPOST, 41 FEET SOUTHWEST OF THE
 PU1964'CENTERLINE OF THE HIGHWAY, 45 FEET NORTHEAST OF THE NORTHEAST
 PU1964'RAIL, 4.5 FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF A
 PU1964'WITNESS POST, 4 FEET LOWER THAN THE HIGHWAY, A CONCRETE POST
 PU1964'PROJECTING ABOUT 0.5 OF A FOOT.
 PU1964
 PU1964                          STATION RECOVERY (1962)
 PU1964
 PU1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1964'RECOVERED IN GOOD CONDITION.
 PU1964
 PU1964                          STATION RECOVERY (1995)
 PU1964
 PU1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1964'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8978 ***********************************************************************
 AD8978  DESIGNATION -  K 358 RESET
 AD8978  PID         -  AD8978
 AD8978  STATE/COUNTY-  SD/BUTTE
 AD8978  COUNTRY     -  US
 AD8978  USGS QUAD   -  SOURDOUGH FLATS (2017)
 AD8978
 AD8978                         *CURRENT SURVEY CONTROL
 AD8978  ______________________________________________________________________
 AD8978* NAD 83(1986) POSITION- 44 44 39.     (N) 103 56 47.     (W)   SCALED
 AD8978* NAVD 88 ORTHO HEIGHT -   947.838 (meters)     3109.70  (feet) ADJUSTED
 AD8978  ______________________________________________________________________
 AD8978  GEOID HEIGHT    -        -15.301 (meters)                     GEOID18
 AD8978  DYNAMIC HEIGHT  -        947.574 (meters)     3108.83  (feet) COMP
 AD8978  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 AD8978
 AD8978  VERT ORDER      -  FIRST     CLASS II
 AD8978
 AD8978.The horizontal coordinates were scaled from a map and have
 AD8978.an estimated accuracy of +/- 6 seconds.
 AD8978
 AD8978.The orthometric height was determined by differential leveling and
 AD8978.adjusted by the NATIONAL GEODETIC SURVEY
 AD8978.in July 1998.
 AD8978
 AD8978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8978.GEOID18 height accuracy estimate available here.
 AD8978
 AD8978.Click photographs - Photos may exist for this station.
 AD8978
 AD8978.The dynamic height is computed by dividing the NAVD 88
 AD8978.geopotential number by the normal gravity value computed on the
 AD8978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8978.degrees latitude (g = 980.6199 gals.).
 AD8978
 AD8978.The modeled gravity was interpolated from observed gravity values.
 AD8978
 AD8978;                    North         East    Units  Estimated Accuracy
 AD8978;SPC SD N     -   108,830.      287,600.      MT  (+/- 180 meters Scaled)
 AD8978
 AD8978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK834550(NAD 83)
 AD8978
 AD8978                          SUPERSEDED SURVEY CONTROL
 AD8978
 AD8978.No superseded survey control is available for this station.
 AD8978
 AD8978_MARKER: DV = VERTICAL CONTROL DISK
 AD8978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8978_STAMPING: K 358 RESET 1978
 AD8978_MARK LOGO: NGS
 AD8978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8978+STABILITY: SURFACE MOTION
 AD8978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8978+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8978
 AD8978  HISTORY     - Date     Condition        Report By
 AD8978  HISTORY     - 1978     MONUMENTED       NGS
 AD8978  HISTORY     - 19951116 GOOD             NGS
 AD8978
 AD8978                          STATION DESCRIPTION
 AD8978
 AD8978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8978'10.1 KM (6.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8978'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 283.0 M (928.5 FT) EAST
 AD8978'OF MILEPOST 7, 33.8 M (110.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 AD8978'10.7 M (35.1 FT) NORTHEAST OF A WITNESS POST AND FENCE, 4.3 M (14.1
 AD8978'FT) NORTHWEST OF THE EAST LEG OF A DOUBLE UTILITY POLE, 3.2 M (10.5
 AD8978'FT) NORTHEAST OF THE WEST LEG OF THE POLE, 1.0 M (3.3 FT) ABOVE THE
 AD8978'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AD8978'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2070 ***********************************************************************
 PU2070  DESIGNATION -  K 359
 PU2070  PID         -  PU2070
 PU2070  STATE/COUNTY-  SD/BUTTE
 PU2070  COUNTRY     -  US
 PU2070  USGS QUAD   -  JOLLY (2017)
 PU2070
 PU2070                         *CURRENT SURVEY CONTROL
 PU2070  ______________________________________________________________________
 PU2070* NAD 83(1986) POSITION- 44 35 51.     (N) 103 51 46.     (W)   SCALED
 PU2070* NAVD 88 ORTHO HEIGHT -   983.626 (meters)     3227.11  (feet) ADJUSTED
 PU2070  ______________________________________________________________________
 PU2070  GEOID HEIGHT    -        -15.078 (meters)                     GEOID18
 PU2070  DYNAMIC HEIGHT  -        983.329 (meters)     3226.14  (feet) COMP
 PU2070  MODELED GRAVITY -    980,282.6   (mgal)                       NAVD 88
 PU2070
 PU2070  VERT ORDER      -  SECOND    CLASS 0
 PU2070
 PU2070.The horizontal coordinates were scaled from a map and have
 PU2070.an estimated accuracy of +/- 6 seconds.
 PU2070
 PU2070.The orthometric height was determined by differential leveling and
 PU2070.adjusted by the NATIONAL GEODETIC SURVEY
 PU2070.in June 1991.
 PU2070
 PU2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2070.GEOID18 height accuracy estimate available here.
 PU2070
 PU2070.Click photographs - Photos may exist for this station.
 PU2070
 PU2070.The dynamic height is computed by dividing the NAVD 88
 PU2070.geopotential number by the normal gravity value computed on the
 PU2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2070.degrees latitude (g = 980.6199 gals.).
 PU2070
 PU2070.The modeled gravity was interpolated from observed gravity values.
 PU2070
 PU2070;                    North         East    Units  Estimated Accuracy
 PU2070;SPC SD N     -    92,230.      293,430.      MT  (+/- 180 meters Scaled)
 PU2070
 PU2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK902388(NAD 83)
 PU2070
 PU2070                          SUPERSEDED SURVEY CONTROL
 PU2070
 PU2070  NGVD 29 (??/??/92)  983.122  (m)         3225.46   (f) ADJ UNCH    2 0
 PU2070
 PU2070.Superseded values are not recommended for survey control.
 PU2070
 PU2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2070.See file dsdata.pdf to determine how the superseded data were derived.
 PU2070
 PU2070_MARKER: DB = BENCH MARK DISK
 PU2070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2070_SP_SET: BOX CULVERT HEADWALL
 PU2070_STAMPING: K 359 1962
 PU2070_MARK LOGO: CGS
 PU2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2070+STABILITY: SURFACE MOTION
 PU2070
 PU2070  HISTORY     - Date     Condition        Report By
 PU2070  HISTORY     - 1962     MONUMENTED       CGS
 PU2070  HISTORY     - 1984     GOOD             NGS
 PU2070  HISTORY     - 19960415 MARK NOT FOUND   NGS
 PU2070
 PU2070                          STATION DESCRIPTION
 PU2070
 PU2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2070'5 MI S FROM BELLE FOURCHE.
 PU2070'4.95 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2070'HOUSE IN BELLE FOURCHE TO THE MARK SET IN THE TOP OF THE NORTH
 PU2070'END OF THE WEST CONCRETE HEADWALL OF A TWIN BOX CULVERT UNDER
 PU2070'THE HIGHWAY AND AT THE JUNCTION OF A GRAVEL ROAD LEADING
 PU2070'SOUTHWEST (OLD HWY 85), 42 FEET WEST OF CENTER LINE OF NEW
 PU2070'HIGHWAY, 65.5 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 PU2070'59 FEET EAST OF THE CENTER LINE OF OLD HIGHWAY 85, AND 0.8 FEET
 PU2070'SOUTH OF THE NORTH EDGE OF THE HEADWALL.  A STANDARD DISK DRILLED
 PU2070'IN A BOX CULVERT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PU2070
 PU2070                          STATION RECOVERY (1984)
 PU2070
 PU2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2070'RECOVERED IN GOOD CONDITION.
 PU2070
 PU2070                          STATION RECOVERY (1996)
 PU2070
 PU2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2070'THIS MARK HAS BEEN RESET.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9079 ***********************************************************************
 AD9079  DESIGNATION -  K 359 RESET
 AD9079  PID         -  AD9079
 AD9079  STATE/COUNTY-  SD/BUTTE
 AD9079  COUNTRY     -  US
 AD9079  USGS QUAD   -  JOLLY (2017)
 AD9079
 AD9079                         *CURRENT SURVEY CONTROL
 AD9079  ______________________________________________________________________
 AD9079* NAD 83(1986) POSITION- 44 35 55.     (N) 103 51 47.     (W)   SCALED
 AD9079* NAVD 88 ORTHO HEIGHT -   986.951 (meters)     3238.02  (feet) ADJUSTED
 AD9079  ______________________________________________________________________
 AD9079  GEOID HEIGHT    -        -15.081 (meters)                     GEOID18
 AD9079  DYNAMIC HEIGHT  -        986.653 (meters)     3237.04  (feet) COMP
 AD9079  MODELED GRAVITY -    980,282.0   (mgal)                       NAVD 88
 AD9079
 AD9079  VERT ORDER      -  FIRST     CLASS II
 AD9079
 AD9079.The horizontal coordinates were scaled from a map and have
 AD9079.an estimated accuracy of +/- 6 seconds.
 AD9079
 AD9079.The orthometric height was determined by differential leveling and
 AD9079.adjusted by the NATIONAL GEODETIC SURVEY
 AD9079.in July 1998.
 AD9079
 AD9079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9079.GEOID18 height accuracy estimate available here.
 AD9079
 AD9079.Click photographs - Photos may exist for this station.
 AD9079
 AD9079.The dynamic height is computed by dividing the NAVD 88
 AD9079.geopotential number by the normal gravity value computed on the
 AD9079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9079.degrees latitude (g = 980.6199 gals.).
 AD9079
 AD9079.The modeled gravity was interpolated from observed gravity values.
 AD9079
 AD9079;                    North         East    Units  Estimated Accuracy
 AD9079;SPC SD N     -    92,360.      293,420.      MT  (+/- 180 meters Scaled)
 AD9079
 AD9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK902389(NAD 83)
 AD9079
 AD9079                          SUPERSEDED SURVEY CONTROL
 AD9079
 AD9079.No superseded survey control is available for this station.
 AD9079
 AD9079_MARKER: DV = VERTICAL CONTROL DISK
 AD9079_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD9079_SP_SET: FOOTING
 AD9079_STAMPING: K 359 RESET 1985
 AD9079_MARK LOGO: NGS
 AD9079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9079+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9079
 AD9079  HISTORY     - Date     Condition        Report By
 AD9079  HISTORY     - 1985     MONUMENTED       NGS
 AD9079  HISTORY     - 19960415 GOOD             NGS
 AD9079
 AD9079                          STATION DESCRIPTION
 AD9079
 AD9079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9079'8.1 KM (5.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 AD9079'IN BELLE FOURCHE, NEAR THE SOUTHWEST EDGE OF THE CONCRETE FOOTING OF
 AD9079'THE SOUTHWEST CORNER POST OF A CHAIN-LINK FENCE ENCLOSING THE BELLE
 AD9079'FOURCHE WATER SUPPLY LIFT STATION, 1067.0 M (3500.6 FT) NORTH OF
 AD9079'MILEPOST 50, 29.7 M (97.4 FT) WEST OF THE HIGHWAY CENTERLINE, 3.0 M
 AD9079'(9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A
 AD9079'WITNESS POST, 0.1 M (0.3 FT) SOUTHWEST OF THE POST, AND THE FOOTING IS
 AD9079'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0144 ***********************************************************************
 OR0144  DESIGNATION -  K 36
 OR0144  PID         -  OR0144
 OR0144  STATE/COUNTY-  SD/CHARLES MIX
 OR0144  COUNTRY     -  US
 OR0144  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0144
 OR0144                         *CURRENT SURVEY CONTROL
 OR0144  ______________________________________________________________________
 OR0144* NAD 83(1986) POSITION- 43 09 45.34   (N) 098 49 11.38   (W)   HD_HELD1
 OR0144* NAVD 88 ORTHO HEIGHT -   404.038 (meters)     1325.58  (feet) ADJUSTED
 OR0144  ______________________________________________________________________
 OR0144  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 OR0144  DYNAMIC HEIGHT  -        403.896 (meters)     1325.12  (feet) COMP
 OR0144  MODELED GRAVITY -    980,258.4   (mgal)                       NAVD 88
 OR0144
 OR0144  VERT ORDER      -  FIRST     CLASS II
 OR0144
 OR0144.The horizontal coordinates were determined by differentially corrected
 OR0144.hand held GPS observations or other comparable positioning techniques
 OR0144.and have an estimated accuracy of +/- 3 meters.
 OR0144
 OR0144.The orthometric height was determined by differential leveling and
 OR0144.adjusted by the NATIONAL GEODETIC SURVEY
 OR0144.in June 1991.
 OR0144
 OR0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0144.GEOID18 height accuracy estimate available here.
 OR0144
 OR0144.Click photographs - Photos may exist for this station.
 OR0144
 OR0144.The dynamic height is computed by dividing the NAVD 88
 OR0144.geopotential number by the normal gravity value computed on the
 OR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0144.degrees latitude (g = 980.6199 gals.).
 OR0144
 OR0144.The modeled gravity was interpolated from observed gravity values.
 OR0144
 OR0144;                    North         East    Units  Estimated Accuracy
 OR0144;SPC SD S     -    93,245.0     723,072.4     MT  (+/- 3 meters HH1 GPS) 
 OR0144
 OR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1464678886(NAD 83)
 OR0144
 OR0144                          SUPERSEDED SURVEY CONTROL
 OR0144
 OR0144  NGVD 29 (??/??/92)  403.71   (m)         1324.5    (f) COMPUTED    1 2
 OR0144
 OR0144.Superseded values are not recommended for survey control.
 OR0144
 OR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0144.See file dsdata.pdf to determine how the superseded data were derived.
 OR0144
 OR0144_MARKER: DB = BENCH MARK DISK
 OR0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0144_STAMPING: K 36 1933
 OR0144_MARK LOGO: CGS
 OR0144_PROJECTION: FLUSH
 OR0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0144+STABILITY: SURFACE MOTION
 OR0144
 OR0144  HISTORY     - Date     Condition        Report By
 OR0144  HISTORY     - 1933     MONUMENTED       CGS
 OR0144  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0144
 OR0144                          STATION DESCRIPTION
 OR0144
 OR0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OR0144'15.7 MI S FROM PLATTE.
 OR0144'DETAILED DESCRIPTION-- 15.7 MILES SOUTH ALONG U.S. HIGHWAY 281
 OR0144'FROM PLATTE, CHARLES MIX COUNTY, 1.1 MILES EAST ALONG A DIRT ROAD
 OR0144'FROM THE OLD COURTHOUSE (NOW USED AS A BARN) AT WHEELER, 0.5 MILE
 OR0144'NORTH OF THE JUNCTION OF U.S. HIGHWAY 18, ON THE OUTSIDE OF A
 OR0144'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, 227 FEET
 OR0144'NORTH OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD LEADING
 OR0144'WEST TO WHEELER, 182 FEET SOUTH OF THE CENTERLINE OF A BORROW
 OR0144'PIT ON THE NORTHEAST SIDE OF THE HIGHWAY, 42 FEET NORTHEAST OF
 OR0144'THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A WHITE
 OR0144'WOODEN WITNESS POST, AND IN THE FENCE LINE.  A STANDARD DISK
 OR0144'STAMPED 1324.499 K 36 1933 AND SET IN THE TOP OF A CONCRETE
 OR0144'POST FLUSH WITH THE GROUND.  NOTE-- WATER LEVEL OF FORT RANDALL
 OR0144'RESERVOIR APPROXIMATELY 1340 TO 1360.  NOTE-- MARK IS UNDER
 OR0144'WATER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1940 ***********************************************************************
 PU1940  DESIGNATION -  K 360
 PU1940  PID         -  PU1940
 PU1940  STATE/COUNTY-  SD/BUTTE
 PU1940  COUNTRY     -  US
 PU1940  USGS QUAD   -  FRUITDALE (2017)
 PU1940
 PU1940                         *CURRENT SURVEY CONTROL
 PU1940  ______________________________________________________________________
 PU1940* NAD 83(1986) POSITION- 44 39 45.     (N) 103 40 30.     (W)   SCALED
 PU1940* NAVD 88 ORTHO HEIGHT -   893.986 (meters)     2933.02  (feet) ADJUSTED
 PU1940  ______________________________________________________________________
 PU1940  GEOID HEIGHT    -        -15.655 (meters)                     GEOID18
 PU1940  DYNAMIC HEIGHT  -        893.748 (meters)     2932.24  (feet) COMP
 PU1940  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 PU1940
 PU1940  VERT ORDER      -  SECOND    CLASS 0
 PU1940
 PU1940.The horizontal coordinates were scaled from a map and have
 PU1940.an estimated accuracy of +/- 6 seconds.
 PU1940
 PU1940.The orthometric height was determined by differential leveling and
 PU1940.adjusted by the NATIONAL GEODETIC SURVEY
 PU1940.in June 1991.
 PU1940
 PU1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1940.GEOID18 height accuracy estimate available here.
 PU1940
 PU1940.Click photographs - Photos may exist for this station.
 PU1940
 PU1940.The dynamic height is computed by dividing the NAVD 88
 PU1940.geopotential number by the normal gravity value computed on the
 PU1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1940.degrees latitude (g = 980.6199 gals.).
 PU1940
 PU1940.The modeled gravity was interpolated from observed gravity values.
 PU1940
 PU1940;                    North         East    Units  Estimated Accuracy
 PU1940;SPC SD N     -    98,750.      308,650.      MT  (+/- 180 meters Scaled)
 PU1940
 PU1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK050463(NAD 83)
 PU1940
 PU1940                          SUPERSEDED SURVEY CONTROL
 PU1940
 PU1940  NGVD 29 (??/??/92)  893.511  (m)         2931.46   (f) ADJ UNCH    2 0
 PU1940
 PU1940.Superseded values are not recommended for survey control.
 PU1940
 PU1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1940.See file dsdata.pdf to determine how the superseded data were derived.
 PU1940
 PU1940_MARKER: DB = BENCH MARK DISK
 PU1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1940_STAMPING: K 360 1962
 PU1940_MARK LOGO: CGS
 PU1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1940+STABILITY: SURFACE MOTION
 PU1940
 PU1940  HISTORY     - Date     Condition        Report By
 PU1940  HISTORY     - 1962     MONUMENTED       CGS
 PU1940
 PU1940                          STATION DESCRIPTION
 PU1940
 PU1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1940'1.3 MI E FROM FRUITDALE.
 PU1940'1.3 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1940'THE POST OFFICE AT FRUITDALE, ABOUT 0.25 MILE EAST OF A GRADED
 PU1940'ROAD CROSSING, 0.2 MILE WEST OF MILE POST NO 10, AT A FARM
 PU1940'ROAD CROSSING.  SET 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 PU1940'CROSSING, 37.3 FEET NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE
 PU1940'CENTERLINE OF THE ROAD, 3.5 FEET WEST OF A TELEPHONE POLE,
 PU1940'9.5 FEET SOUTH OF A FENCE LINE, 1.8 FEET EAST OF A WITNESS POST,
 PU1940'ABOUT LEVEL WITH THE TRACK, SET IN TOP OF A CONCRETE POST WHICH
 PU1940'IS PROJECTING ABOUT 0.4 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1412 ***********************************************************************
 PU1412  DESIGNATION -  K 361
 PU1412  PID         -  PU1412
 PU1412  STATE/COUNTY-  SD/MEADE
 PU1412  COUNTRY     -  US
 PU1412  USGS QUAD   -  PIEDMONT (2017)
 PU1412
 PU1412                         *CURRENT SURVEY CONTROL
 PU1412  ______________________________________________________________________
 PU1412* NAD 83(1986) POSITION- 44 13 30.     (N) 103 22 42.     (W)   SCALED
 PU1412* NAVD 88 ORTHO HEIGHT -  1063.804 (meters)     3490.16  (feet) ADJUSTED
 PU1412  ______________________________________________________________________
 PU1412  GEOID HEIGHT    -        -15.286 (meters)                     GEOID18
 PU1412  DYNAMIC HEIGHT  -       1063.437 (meters)     3488.96  (feet) COMP
 PU1412  MODELED GRAVITY -    980,235.7   (mgal)                       NAVD 88
 PU1412
 PU1412  VERT ORDER      -  FIRST     CLASS II
 PU1412
 PU1412.The horizontal coordinates were scaled from a map and have
 PU1412.an estimated accuracy of +/- 6 seconds.
 PU1412
 PU1412.The orthometric height was determined by differential leveling and
 PU1412.adjusted by the NATIONAL GEODETIC SURVEY
 PU1412.in June 1991.
 PU1412
 PU1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1412.GEOID18 height accuracy estimate available here.
 PU1412
 PU1412.Click photographs - Photos may exist for this station.
 PU1412
 PU1412.The dynamic height is computed by dividing the NAVD 88
 PU1412.geopotential number by the normal gravity value computed on the
 PU1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1412.degrees latitude (g = 980.6199 gals.).
 PU1412
 PU1412.The modeled gravity was interpolated from observed gravity values.
 PU1412
 PU1412;                    North         East    Units  Estimated Accuracy
 PU1412;SPC SD N     -    49,160.      330,130.      MT  (+/- 180 meters Scaled)
 PU1412
 PU1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ295981(NAD 83)
 PU1412
 PU1412                          SUPERSEDED SURVEY CONTROL
 PU1412
 PU1412  NGVD 29 (??/??/92) 1063.292  (m)         3488.48   (f) ADJ UNCH    1 2
 PU1412
 PU1412.Superseded values are not recommended for survey control.
 PU1412
 PU1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1412.See file dsdata.pdf to determine how the superseded data were derived.
 PU1412
 PU1412_MARKER: DB = BENCH MARK DISK
 PU1412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1412_SP_SET: OVERPASS
 PU1412_STAMPING: K 361 1962
 PU1412_MARK LOGO: CGS
 PU1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1412
 PU1412  HISTORY     - Date     Condition        Report By
 PU1412  HISTORY     - 1962     MONUMENTED       CGS
 PU1412  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1412  HISTORY     - 20110408 MARK NOT FOUND   INDIV
 PU1412
 PU1412                          STATION DESCRIPTION
 PU1412
 PU1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1412'13 MI NW FROM RAPID CITY.
 PU1412'ABOUT 13.05 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1412'RAILWAY FROM THE STATION AT RAPID CITY, 4 1/2 TELEPHONE POLES OF
 PU1412'0.15 MILE SOUTHEAST OF MILE POST 113, 149 1/2 FEET SOUTHWEST OF THE
 PU1412'SOUTHWEST RAIL OF THE TRACK, AT THE EAST END OF A STEEL AND
 PU1412'CONCRETE OVERPASS OVER INTERSTATE HIGHWAY 90, 12 FEET NORTH OF THE
 PU1412'CENTER LINE OF THE OVERPASS, 1 FOOT ABOVE THE DECKING OF THE
 PU1412'OVERPASS AND SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 PU1412'ABUTMENT OF THE OVERPASS.
 PU1412
 PU1412                          STATION RECOVERY (1991)
 PU1412
 PU1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1412'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 PU1412
 PU1412                          STATION RECOVERY (2011)
 PU1412
 PU1412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1412'NEW ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1569 ***********************************************************************
 PU1569  DESIGNATION -  K 362
 PU1569  PID         -  PU1569
 PU1569  STATE/COUNTY-  SD/PENNINGTON
 PU1569  COUNTRY     -  US
 PU1569  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1569
 PU1569                         *CURRENT SURVEY CONTROL
 PU1569  ______________________________________________________________________
 PU1569* NAD 83(1986) POSITION- 44 03 15.     (N) 103 08 36.     (W)   SCALED
 PU1569* NAVD 88 ORTHO HEIGHT -   946.181 (meters)     3104.26  (feet) ADJUSTED
 PU1569  ______________________________________________________________________
 PU1569  GEOID HEIGHT    -        -16.356 (meters)                     GEOID18
 PU1569  DYNAMIC HEIGHT  -        945.852 (meters)     3103.18  (feet) COMP
 PU1569  MODELED GRAVITY -    980,238.9   (mgal)                       NAVD 88
 PU1569
 PU1569  VERT ORDER      -  FIRST     CLASS II
 PU1569
 PU1569.The horizontal coordinates were scaled from a map and have
 PU1569.an estimated accuracy of +/- 6 seconds.
 PU1569
 PU1569.The orthometric height was determined by differential leveling and
 PU1569.adjusted by the NATIONAL GEODETIC SURVEY
 PU1569.in June 1991.
 PU1569
 PU1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1569.GEOID18 height accuracy estimate available here.
 PU1569
 PU1569.Click photographs - Photos may exist for this station.
 PU1569
 PU1569.The dynamic height is computed by dividing the NAVD 88
 PU1569.geopotential number by the normal gravity value computed on the
 PU1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1569.degrees latitude (g = 980.6199 gals.).
 PU1569
 PU1569.The modeled gravity was interpolated from observed gravity values.
 PU1569
 PU1569;                    North         East    Units  Estimated Accuracy
 PU1569;SPC SD S     -   194,980.      374,880.      MT  (+/- 180 meters Scaled)
 PU1569
 PU1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ487795(NAD 83)
 PU1569
 PU1569                          SUPERSEDED SURVEY CONTROL
 PU1569
 PU1569  NGVD 29 (??/??/92)  945.699  (m)         3102.68   (f) ADJ UNCH    1 2
 PU1569
 PU1569.Superseded values are not recommended for survey control.
 PU1569
 PU1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1569.See file dsdata.pdf to determine how the superseded data were derived.
 PU1569
 PU1569_MARKER: DB = BENCH MARK DISK
 PU1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1569_STAMPING: K 362 1962
 PU1569_MARK LOGO: CGS
 PU1569_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1569+STABILITY: SURFACE MOTION
 PU1569
 PU1569  HISTORY     - Date     Condition        Report By
 PU1569  HISTORY     - 1962     MONUMENTED       CGS
 PU1569  HISTORY     - 1985     GOOD             NGS
 PU1569  HISTORY     - 20110415 MARK NOT FOUND   INDIV
 PU1569
 PU1569                          STATION DESCRIPTION
 PU1569
 PU1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1569'5 MI SE FROM RAPID CITY.
 PU1569'ABOUT 5.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1569'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1569'STATION AT RAPID CITY, IN SECTION 15, T 1 N, R 8 E, 0.4 MILE
 PU1569'NORTHWEST OF MILE POST 655, ABOUT 400 FEET WEST-SOUTHWEST OF A
 PU1569'FARMHOUSE ON A HILL, 196 FEET NORTHEAST OF AND ACROSS STATE
 PU1569'HIGHWAY 40 FROM THE NORTHEAST RAIL OF THE TRACK, 7 FEET NORTHEAST
 PU1569'OF THE CENTER LINE OF THE HIGHWAY, 123 FEET NORTHWEST OF THE
 PU1569'CENTER LINE OF A PRIVATE DRIVEWAY, 28 1/2 FEET SOUTHEAST OF A
 PU1569'POWER POLE, 2 FEET SOUTHEAST OF A FENCE, 2.3 FEET NORTH OF A
 PU1569'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 PU1569'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1569
 PU1569                          STATION RECOVERY (1985)
 PU1569
 PU1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1569'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1569'MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE POST OFFICE AT
 PU1569'RAPID CITY, THENCE 6.0 KM (3.75 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 PU1569'0.2 KM (0.15 MI) NORTHWEST OF THE Y JUNCTION OF COUNTY ROAD C 232,
 PU1569'22.5 METERS (74 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 37.5 METERS
 PU1569'(123 FT) NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 8.7 METERS (28.5
 PU1569'FT) SOUTHEAST OF A TRANSFORMER POLE AND 0.6 METER (2 FT) SOUTHWEST OF
 PU1569'THE RIGHT-OF-WAY FENCE.
 PU1569'THE MARK IS 0.7 METERS  N FROM  A WITNESS POST
 PU1569'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 PU1569
 PU1569                          STATION RECOVERY (2011)
 PU1569
 PU1569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0265 ***********************************************************************
 OT0265  DESIGNATION -  K 363
 OT0265  PID         -  OT0265
 OT0265  STATE/COUNTY-  SD/PENNINGTON
 OT0265  COUNTRY     -  US
 OT0265  USGS QUAD   -  CAPUTA (2017)
 OT0265
 OT0265                         *CURRENT SURVEY CONTROL
 OT0265  ______________________________________________________________________
 OT0265* NAD 83(1986) POSITION- 43 58 10.     (N) 102 54 17.     (W)   SCALED
 OT0265* NAVD 88 ORTHO HEIGHT -   855.678 (meters)     2807.34  (feet) ADJUSTED
 OT0265  ______________________________________________________________________
 OT0265  GEOID HEIGHT    -        -17.227 (meters)                     GEOID18
 OT0265  DYNAMIC HEIGHT  -        855.401 (meters)     2806.43  (feet) COMP
 OT0265  MODELED GRAVITY -    980,266.4   (mgal)                       NAVD 88
 OT0265
 OT0265  VERT ORDER      -  FIRST     CLASS II
 OT0265
 OT0265.The horizontal coordinates were scaled from a map and have
 OT0265.an estimated accuracy of +/- 6 seconds.
 OT0265
 OT0265.The orthometric height was determined by differential leveling and
 OT0265.adjusted by the NATIONAL GEODETIC SURVEY
 OT0265.in June 1991.
 OT0265
 OT0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0265.GEOID18 height accuracy estimate available here.
 OT0265
 OT0265.Click photographs - Photos may exist for this station.
 OT0265
 OT0265.The dynamic height is computed by dividing the NAVD 88
 OT0265.geopotential number by the normal gravity value computed on the
 OT0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0265.degrees latitude (g = 980.6199 gals.).
 OT0265
 OT0265.The modeled gravity was interpolated from observed gravity values.
 OT0265
 OT0265;                    North         East    Units  Estimated Accuracy
 OT0265;SPC SD S     -   184,950.      393,700.      MT  (+/- 180 meters Scaled)
 OT0265
 OT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ680706(NAD 83)
 OT0265
 OT0265                          SUPERSEDED SURVEY CONTROL
 OT0265
 OT0265  NGVD 29 (??/??/92)  855.222  (m)         2805.84   (f) ADJ UNCH    1 2
 OT0265
 OT0265.Superseded values are not recommended for survey control.
 OT0265
 OT0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0265.See file dsdata.pdf to determine how the superseded data were derived.
 OT0265
 OT0265_MARKER: DB = BENCH MARK DISK
 OT0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0265_STAMPING: K 363 1962
 OT0265_MARK LOGO: CGS
 OT0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0265+STABILITY: SURFACE MOTION
 OT0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0265+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2011
 OT0265
 OT0265  HISTORY     - Date     Condition        Report By
 OT0265  HISTORY     - 1962     MONUMENTED       CGS
 OT0265  HISTORY     - 20090112 GOOD             INDIV
 OT0265  HISTORY     - 20110504 GOOD             INDIV
 OT0265
 OT0265                          STATION DESCRIPTION
 OT0265
 OT0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0265'18 MI SE FROM RAPID CITY.
 OT0265'ABOUT 18.05 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0265'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0265'RAILWAY STATION AT RAPID CITY, 11 1/2 TELEPHONE POLES WEST OF
 OT0265'MILE POST 642, IN SECTION 15 T 1 S, R 10 E, 41 FEET NORTH
 OT0265'OF THE NORTH RAIL, MIDWAY BETWEEN 2 SMALL GROVE OF TREES,
 OT0265'6 1/2 FEET SOUTH OF THE NORTH RAILWAY RIGHT-OF-WAY FENCE, 2.0
 OT0265'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OT0265'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0265
 OT0265                          STATION RECOVERY (2009)
 OT0265
 OT0265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (MJL)
 OT0265'RECOVERED IN GOOD CONDITION.
 OT0265
 OT0265                          STATION RECOVERY (2011)
 OT0265
 OT0265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0028 ***********************************************************************
 OT0028  DESIGNATION -  K 364
 OT0028  PID         -  OT0028
 OT0028  STATE/COUNTY-  SD/PENNINGTON
 OT0028  COUNTRY     -  US
 OT0028  USGS QUAD   -  IMLAY (2017)
 OT0028
 OT0028                         *CURRENT SURVEY CONTROL
 OT0028  ______________________________________________________________________
 OT0028* NAD 83(1986) POSITION- 43 43 51.     (N) 102 26 09.     (W)   SCALED
 OT0028* NAVD 88 ORTHO HEIGHT -   813.132 (meters)     2667.75  (feet) ADJUSTED
 OT0028  ______________________________________________________________________
 OT0028  GEOID HEIGHT    -        -18.512 (meters)                     GEOID18
 OT0028  DYNAMIC HEIGHT  -        812.864 (meters)     2666.87  (feet) COMP
 OT0028  MODELED GRAVITY -    980,262.8   (mgal)                       NAVD 88
 OT0028
 OT0028  VERT ORDER      -  FIRST     CLASS II
 OT0028
 OT0028.The horizontal coordinates were scaled from a map and have
 OT0028.an estimated accuracy of +/- 6 seconds.
 OT0028
 OT0028.The orthometric height was determined by differential leveling and
 OT0028.adjusted by the NATIONAL GEODETIC SURVEY
 OT0028.in June 1991.
 OT0028
 OT0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0028.GEOID18 height accuracy estimate available here.
 OT0028
 OT0028.Click photographs - Photos may exist for this station.
 OT0028
 OT0028.The dynamic height is computed by dividing the NAVD 88
 OT0028.geopotential number by the normal gravity value computed on the
 OT0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0028.degrees latitude (g = 980.6199 gals.).
 OT0028
 OT0028.The modeled gravity was interpolated from observed gravity values.
 OT0028
 OT0028;                    North         East    Units  Estimated Accuracy
 OT0028;SPC SD S     -   157,390.      430,640.      MT  (+/- 180 meters Scaled)
 OT0028
 OT0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ065451(NAD 83)
 OT0028
 OT0028                          SUPERSEDED SURVEY CONTROL
 OT0028
 OT0028  NGVD 29 (??/??/92)  812.672  (m)         2666.24   (f) ADJ UNCH    1 2
 OT0028
 OT0028.Superseded values are not recommended for survey control.
 OT0028
 OT0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0028.See file dsdata.pdf to determine how the superseded data were derived.
 OT0028
 OT0028_MARKER: DB = BENCH MARK DISK
 OT0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0028_STAMPING: K 364 1962
 OT0028_MARK LOGO: CGS
 OT0028_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0028+STABILITY: SURFACE MOTION
 OT0028
 OT0028  HISTORY     - Date     Condition        Report By
 OT0028  HISTORY     - 1962     MONUMENTED       CGS
 OT0028  HISTORY     - 1985     GOOD             NGS
 OT0028
 OT0028                          STATION DESCRIPTION
 OT0028
 OT0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0028'7.2 MI SE FROM SCENIC.
 OT0028'ABOUT 7.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0028'AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, 0.1 MILE
 OT0028'SOUTH OF STATE HIGHWAY 40, IN SECTION 3, T 4 S, R 43 W, 120 YARDS
 OT0028'NORTHEAST OF NORTHEAST CORNER OF TRESTLE NUMBER 248, 320 FEET
 OT0028'NORTH OF AND ACROSS THE TRACK FROM MILE POST 611, 272 FEET
 OT0028'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 2.5 FEET EAST OF A
 OT0028'METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF THE RAILS,
 OT0028'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0028
 OT0028                          STATION RECOVERY (1985)
 OT0028
 OT0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0028'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0028'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0028'THENCE 12.25 KM (7.65 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.15 KM
 OT0028'(0.1 MI) WEST OF MILEPOST 95, 150.5 METERS (494 FT) SOUTH OF THE
 OT0028'HIGHWAY CENTERLINE, 109.7 METERS (360 FT) EAST OF THE EAST END OF A
 OT0028'WOODEN BRIDGE FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OT0028'RAILROAD, 82.9 METERS (272 FT) NORTH OF THE NORTH RAIL AND 3.6 METERS
 OT0028'(12 FT) BELOW THE TRACKS.
 OT0028'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST
 OT0028'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0454 ***********************************************************************
 OS0454  DESIGNATION -  K 365
 OS0454  PID         -  OS0454
 OS0454  STATE/COUNTY-  SD/JACKSON
 OS0454  COUNTRY     -  US
 OS0454  USGS QUAD   -  WETA (2017)
 OS0454
 OS0454                         *CURRENT SURVEY CONTROL
 OS0454  ______________________________________________________________________
 OS0454* NAD 83(1986) POSITION- 43 46 59.     (N) 101 39 04.     (W)   SCALED
 OS0454* NAVD 88 ORTHO HEIGHT -   708.080 (meters)     2323.09  (feet) ADJUSTED
 OS0454  ______________________________________________________________________
 OS0454  GEOID HEIGHT    -        -21.048 (meters)                     GEOID18
 OS0454  DYNAMIC HEIGHT  -        707.856 (meters)     2322.36  (feet) COMP
 OS0454  MODELED GRAVITY -    980,280.6   (mgal)                       NAVD 88
 OS0454
 OS0454  VERT ORDER      -  FIRST     CLASS II
 OS0454
 OS0454.The horizontal coordinates were scaled from a map and have
 OS0454.an estimated accuracy of +/- 6 seconds.
 OS0454
 OS0454.The orthometric height was determined by differential leveling and
 OS0454.adjusted by the NATIONAL GEODETIC SURVEY
 OS0454.in June 1991.
 OS0454
 OS0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0454.GEOID18 height accuracy estimate available here.
 OS0454
 OS0454.Click photographs - Photos may exist for this station.
 OS0454
 OS0454.The dynamic height is computed by dividing the NAVD 88
 OS0454.geopotential number by the normal gravity value computed on the
 OS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0454.degrees latitude (g = 980.6199 gals.).
 OS0454
 OS0454.The modeled gravity was interpolated from observed gravity values.
 OS0454
 OS0454;                    North         East    Units  Estimated Accuracy
 OS0454;SPC SD S     -   161,890.      493,940.      MT  (+/- 180 meters Scaled)
 OS0454
 OS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP866511(NAD 83)
 OS0454
 OS0454                          SUPERSEDED SURVEY CONTROL
 OS0454
 OS0454  NGVD 29 (??/??/92)  707.631  (m)         2321.62   (f) ADJ UNCH    1 2
 OS0454
 OS0454.Superseded values are not recommended for survey control.
 OS0454
 OS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0454.See file dsdata.pdf to determine how the superseded data were derived.
 OS0454
 OS0454_MARKER: DB = BENCH MARK DISK
 OS0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0454_STAMPING: K 365 1962
 OS0454_MARK LOGO: CGS
 OS0454_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0454+STABILITY: SURFACE MOTION
 OS0454
 OS0454  HISTORY     - Date     Condition        Report By
 OS0454  HISTORY     - 1962     MONUMENTED       CGS
 OS0454
 OS0454                          STATION DESCRIPTION
 OS0454
 OS0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0454'8.4 MI SW FROM KADOKA.
 OS0454'ABOUT 7.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0454'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 18,
 OS0454'T 3 S, R 21 E, 0.3 MILE SOUTHWEST OF A LARGE COTTONWOOD TREE
 OS0454'ON THE NORTHWEST SIDE OF TRACKS, 42 1/2 FEET SOUTHEAST OF SOUTHEAST
 OS0454'RAIL, IN LINE WITH ROW OF POLES, 9 1/2 FEET NORTHEAST OF THE 4TH
 OS0454'TELEPHONE POLE SOUTHWEST OF MILE POST 570, 2.0 FEET NORTHWEST
 OS0454'OF A METAL WITNESS POST, 3 1/2 FEET ABOVE THE RAILS, AND SET IN
 OS0454'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0034 ***********************************************************************
 OT0034  DESIGNATION -  K 366
 OT0034  PID         -  OT0034
 OT0034  STATE/COUNTY-  SD/PENNINGTON
 OT0034  COUNTRY     -  US
 OT0034  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0034
 OT0034                         *CURRENT SURVEY CONTROL
 OT0034  ______________________________________________________________________
 OT0034* NAD 83(1986) POSITION- 43 59 13.     (N) 102 15 15.     (W)   SCALED
 OT0034* NAVD 88 ORTHO HEIGHT -   860.548 (meters)     2823.31  (feet) ADJUSTED
 OT0034  ______________________________________________________________________
 OT0034  GEOID HEIGHT    -        -18.962 (meters)                     GEOID18
 OT0034  DYNAMIC HEIGHT  -        860.284 (meters)     2822.45  (feet) COMP
 OT0034  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OT0034
 OT0034  VERT ORDER      -  FIRST     CLASS II
 OT0034
 OT0034.The horizontal coordinates were scaled from a map and have
 OT0034.an estimated accuracy of +/- 6 seconds.
 OT0034
 OT0034.The orthometric height was determined by differential leveling and
 OT0034.adjusted by the NATIONAL GEODETIC SURVEY
 OT0034.in June 1991.
 OT0034
 OT0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0034.GEOID18 height accuracy estimate available here.
 OT0034
 OT0034.Click photographs - Photos may exist for this station.
 OT0034
 OT0034.The dynamic height is computed by dividing the NAVD 88
 OT0034.geopotential number by the normal gravity value computed on the
 OT0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0034.degrees latitude (g = 980.6199 gals.).
 OT0034
 OT0034.The modeled gravity was interpolated from observed gravity values.
 OT0034
 OT0034;                    North         East    Units  Estimated Accuracy
 OT0034;SPC SD S     -   185,490.      445,930.      MT  (+/- 180 meters Scaled)
 OT0034
 OT0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ201740(NAD 83)
 OT0034
 OT0034                          SUPERSEDED SURVEY CONTROL
 OT0034
 OT0034  NGVD 29 (??/??/92)  860.091  (m)         2821.82   (f) ADJ UNCH    1 2
 OT0034
 OT0034.Superseded values are not recommended for survey control.
 OT0034
 OT0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0034.See file dsdata.pdf to determine how the superseded data were derived.
 OT0034
 OT0034_MARKER: DB = BENCH MARK DISK
 OT0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0034_STAMPING: K 366 1962
 OT0034_MARK LOGO: CGS
 OT0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0034+STABILITY: SURFACE MOTION
 OT0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0034+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OT0034
 OT0034  HISTORY     - Date     Condition        Report By
 OT0034  HISTORY     - 1962     MONUMENTED       CGS
 OT0034  HISTORY     - 19910715 GOOD             NGS
 OT0034
 OT0034                          STATION DESCRIPTION
 OT0034
 OT0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0034'0.9 MI SW FROM WALL.
 OT0034'ABOUT 0.9 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0034'RAILWAY FROM THE STATION AT WALL, ABOUT 0.2 MILE EAST NORTHEAST OF
 OT0034'A SMALL DAM LOCATED ON THE SOUTH SIDE OF THE RAILROAD, 65 FEET
 OT0034'SOUTH SOUTHWEST OF MILEPOST 592, 94 FEET SOUTH OF THE SOUTH RAIL,
 OT0034'3.2 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS POST,
 OT0034'ABOUT 3 FEET ABOVE THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OT0034'POST PROJECTING 4-INCHES.
 OT0034
 OT0034                          STATION RECOVERY (1991)
 OT0034
 OT0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0034'0.5 KM (0.30 MI) WESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 OT0034'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 IN WALL, 28.5 M (93.5 FT)
 OT0034'SOUTH OF AND LEVEL WITH THE NEAR RAIL, 19.7 M (64.6 FT)
 OT0034'SOUTH-SOUTHWEST OF RAILROAD MILEPOST 592, 11.9 M (39.0 FT) SOUTH OF A
 OT0034'FENCE, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 OT0034'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0397 ***********************************************************************
 PU0397  DESIGNATION -  K 367
 PU0397  PID         -  PU0397
 PU0397  STATE/COUNTY-  SD/PENNINGTON
 PU0397  COUNTRY     -  US
 PU0397  USGS QUAD   -  LAKE HILL (2017)
 PU0397
 PU0397                         *CURRENT SURVEY CONTROL
 PU0397  ______________________________________________________________________
 PU0397* NAD 83(1986) POSITION- 44 04 00.     (N) 102 13 41.     (W)   SCALED
 PU0397* NAVD 88 ORTHO HEIGHT -   869.315 (meters)     2852.08  (feet) ADJUSTED
 PU0397  ______________________________________________________________________
 PU0397  GEOID HEIGHT    -        -19.054 (meters)                     GEOID18
 PU0397  DYNAMIC HEIGHT  -        869.055 (meters)     2851.22  (feet) COMP
 PU0397  MODELED GRAVITY -    980,290.7   (mgal)                       NAVD 88
 PU0397
 PU0397  VERT ORDER      -  SECOND    CLASS 0
 PU0397
 PU0397.The horizontal coordinates were scaled from a map and have
 PU0397.an estimated accuracy of +/- 6 seconds.
 PU0397
 PU0397.The orthometric height was determined by differential leveling and
 PU0397.adjusted by the NATIONAL GEODETIC SURVEY
 PU0397.in June 1991.
 PU0397
 PU0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0397.GEOID18 height accuracy estimate available here.
 PU0397
 PU0397.Click photographs - Photos may exist for this station.
 PU0397
 PU0397.The dynamic height is computed by dividing the NAVD 88
 PU0397.geopotential number by the normal gravity value computed on the
 PU0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0397.degrees latitude (g = 980.6199 gals.).
 PU0397
 PU0397.The modeled gravity was interpolated from observed gravity values.
 PU0397
 PU0397;                    North         East    Units  Estimated Accuracy
 PU0397;SPC SD S     -   194,290.      448,220.      MT  (+/- 180 meters Scaled)
 PU0397
 PU0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ219830(NAD 83)
 PU0397
 PU0397                          SUPERSEDED SURVEY CONTROL
 PU0397
 PU0397  NGVD 29 (??/??/92)  868.856  (m)         2850.57   (f) ADJ UNCH    2 0
 PU0397
 PU0397.Superseded values are not recommended for survey control.
 PU0397
 PU0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0397.See file dsdata.pdf to determine how the superseded data were derived.
 PU0397
 PU0397_MARKER: DB = BENCH MARK DISK
 PU0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0397_STAMPING: K 367 1962
 PU0397_MARK LOGO: CGS
 PU0397_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0397+STABILITY: SURFACE MOTION
 PU0397
 PU0397  HISTORY     - Date     Condition        Report By
 PU0397  HISTORY     - 1962     MONUMENTED       CGS
 PU0397
 PU0397                          STATION DESCRIPTION
 PU0397
 PU0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0397'5.5 MI N FROM WALL.
 PU0397'ABOUT 5.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0397'AT WALL, 0.3 MILE NORTH OF A SET OF FARM BUILDINGS, 44 FEET
 PU0397'WEST OF THE CENTER LINE OF THE ROAD, 55 FEET SOUTHWEST OF THE
 PU0397'CENTER OF A ROAD INTERSECTION, 34 FEET SOUTH OF THE CENTER LINE
 PU0397'OF A GRAVELED ROAD, 2 1/2 FEET SOUTH OF A FENCE, 1.8 FEET SOUTH
 PU0397'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PU0397'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1663 ***********************************************************************
 PU1663  DESIGNATION -  K 368
 PU1663  PID         -  PU1663
 PU1663  STATE/COUNTY-  SD/LAWRENCE
 PU1663  COUNTRY     -  US
 PU1663  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1663
 PU1663                         *CURRENT SURVEY CONTROL
 PU1663  ______________________________________________________________________
 PU1663* NAD 83(1986) POSITION- 44 29 46.     (N) 103 39 47.     (W)   SCALED
 PU1663* NAVD 88 ORTHO HEIGHT -  1112.441 (meters)     3649.73  (feet) ADJUSTED
 PU1663  ______________________________________________________________________
 PU1663  GEOID HEIGHT    -        -15.073 (meters)                     GEOID18
 PU1663  DYNAMIC HEIGHT  -       1112.085 (meters)     3648.57  (feet) COMP
 PU1663  MODELED GRAVITY -    980,259.1   (mgal)                       NAVD 88
 PU1663
 PU1663  VERT ORDER      -  FIRST     CLASS II
 PU1663
 PU1663.The horizontal coordinates were scaled from a map and have
 PU1663.an estimated accuracy of +/- 6 seconds.
 PU1663
 PU1663.The orthometric height was determined by differential leveling and
 PU1663.adjusted by the NATIONAL GEODETIC SURVEY
 PU1663.in June 1991.
 PU1663
 PU1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1663.GEOID18 height accuracy estimate available here.
 PU1663
 PU1663.Click photographs - Photos may exist for this station.
 PU1663
 PU1663.The dynamic height is computed by dividing the NAVD 88
 PU1663.geopotential number by the normal gravity value computed on the
 PU1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1663.degrees latitude (g = 980.6199 gals.).
 PU1663
 PU1663.The modeled gravity was interpolated from observed gravity values.
 PU1663
 PU1663;                    North         East    Units  Estimated Accuracy
 PU1663;SPC SD N     -    80,240.      308,760.      MT  (+/- 180 meters Scaled)
 PU1663
 PU1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK062278(NAD 83)
 PU1663
 PU1663                          SUPERSEDED SURVEY CONTROL
 PU1663
 PU1663  NGVD 29 (??/??/92) 1111.916  (m)         3648.01   (f) ADJ UNCH    1 2
 PU1663
 PU1663.Superseded values are not recommended for survey control.
 PU1663
 PU1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1663.See file dsdata.pdf to determine how the superseded data were derived.
 PU1663
 PU1663_MARKER: DB = BENCH MARK DISK
 PU1663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1663_SP_SET: CULVERT HEADWALL
 PU1663_STAMPING: K 368 1962
 PU1663_MARK LOGO: CGS
 PU1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1663+STABILITY: SURFACE MOTION
 PU1663
 PU1663  HISTORY     - Date     Condition        Report By
 PU1663  HISTORY     - 1962     MONUMENTED       CGS
 PU1663
 PU1663                          STATION DESCRIPTION
 PU1663
 PU1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1663'2.7 MI NW FROM WHITEWOOD.
 PU1663'ABOUT 2.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1663'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, 55 1/2
 PU1663'FEET EAST OF MILE POST 138, 17 FEET SOUTHWEST OF THE SOUTHWEST
 PU1663'RAIL, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 PU1663'TOP OF THE NORTHWEST END OF THE SOUTHWEST STONE HEADWALL OF A
 PU1663'TWIN STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1815 ***********************************************************************
 PU1815  DESIGNATION -  K 369
 PU1815  PID         -  PU1815
 PU1815  STATE/COUNTY-  SD/BUTTE
 PU1815  COUNTRY     -  US
 PU1815  USGS QUAD   -  MUD BUTTES (2017)
 PU1815
 PU1815                         *CURRENT SURVEY CONTROL
 PU1815  ______________________________________________________________________
 PU1815* NAD 83(1986) POSITION- 44 51 22.     (N) 103 51 44.     (W)   SCALED
 PU1815* NAVD 88 ORTHO HEIGHT -   930.722 (meters)     3053.54  (feet) ADJUSTED
 PU1815  ______________________________________________________________________
 PU1815  GEOID HEIGHT    -        -15.690 (meters)                     GEOID18
 PU1815  DYNAMIC HEIGHT  -        930.476 (meters)     3052.74  (feet) COMP
 PU1815  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 PU1815
 PU1815  VERT ORDER      -  SECOND    CLASS 0
 PU1815
 PU1815.The horizontal coordinates were scaled from a map and have
 PU1815.an estimated accuracy of +/- 6 seconds.
 PU1815
 PU1815.The orthometric height was determined by differential leveling and
 PU1815.adjusted by the NATIONAL GEODETIC SURVEY
 PU1815.in June 1991.
 PU1815
 PU1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1815.GEOID18 height accuracy estimate available here.
 PU1815
 PU1815.Click photographs - Photos may exist for this station.
 PU1815
 PU1815.The dynamic height is computed by dividing the NAVD 88
 PU1815.geopotential number by the normal gravity value computed on the
 PU1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1815.degrees latitude (g = 980.6199 gals.).
 PU1815
 PU1815.The modeled gravity was interpolated from observed gravity values.
 PU1815
 PU1815;                    North         East    Units  Estimated Accuracy
 PU1815;SPC SD N     -   120,930.      294,850.      MT  (+/- 180 meters Scaled)
 PU1815
 PU1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK898675(NAD 83)
 PU1815
 PU1815                          SUPERSEDED SURVEY CONTROL
 PU1815
 PU1815  NGVD 29 (??/??/92)  930.239  (m)         3051.96   (f) ADJ UNCH    2 0
 PU1815
 PU1815.Superseded values are not recommended for survey control.
 PU1815
 PU1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1815.See file dsdata.pdf to determine how the superseded data were derived.
 PU1815
 PU1815_MARKER: DB = BENCH MARK DISK
 PU1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1815_STAMPING: K 369 1962
 PU1815_MARK LOGO: CGS
 PU1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1815+STABILITY: SURFACE MOTION
 PU1815
 PU1815  HISTORY     - Date     Condition        Report By
 PU1815  HISTORY     - 1962     MONUMENTED       CGS
 PU1815
 PU1815                          STATION DESCRIPTION
 PU1815
 PU1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1815'13.6 MI NW FROM BELLE FOURCHE.
 PU1815'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1815'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1815'1.95 MILES NORTHWEST ALONG A GRAVELED ROAD, ABOUT 0.15 MILE
 PU1815'NORTHWEST OF THE CREST OF A HILL IN SECTION 34, T 11 N, R 2 E,
 PU1815'ABOUT 300 FEET SOUTHEAST OF A SMALL BRIDGE, 44 FEET SOUTHWEST
 PU1815'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PU1815'IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0218 ***********************************************************************
 OS0218  DESIGNATION -  K 37
 OS0218  PID         -  OS0218
 OS0218  STATE/COUNTY-  SD/JONES
 OS0218  COUNTRY     -  US
 OS0218  USGS QUAD   -  MURDO SW (2017)
 OS0218
 OS0218                         *CURRENT SURVEY CONTROL
 OS0218  ______________________________________________________________________
 OS0218* NAD 83(1986) POSITION- 43 46 32.     (N) 100 40 42.     (W)   SCALED
 OS0218* NAVD 88 ORTHO HEIGHT -   638.021 (meters)     2093.24  (feet) ADJUSTED
 OS0218  ______________________________________________________________________
 OS0218  GEOID HEIGHT    -        -24.279 (meters)                     GEOID18
 OS0218  DYNAMIC HEIGHT  -        637.808 (meters)     2092.54  (feet) COMP
 OS0218  MODELED GRAVITY -    980,265.3   (mgal)                       NAVD 88
 OS0218
 OS0218  VERT ORDER      -  FIRST     CLASS II
 OS0218
 OS0218.The horizontal coordinates were scaled from a map and have
 OS0218.an estimated accuracy of +/- 6 seconds.
 OS0218
 OS0218.The orthometric height was determined by differential leveling and
 OS0218.adjusted by the NATIONAL GEODETIC SURVEY
 OS0218.in June 1991.
 OS0218
 OS0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0218.GEOID18 height accuracy estimate available here.
 OS0218
 OS0218.Click photographs - Photos may exist for this station.
 OS0218
 OS0218.The dynamic height is computed by dividing the NAVD 88
 OS0218.geopotential number by the normal gravity value computed on the
 OS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0218.degrees latitude (g = 980.6199 gals.).
 OS0218
 OS0218.The modeled gravity was interpolated from observed gravity values.
 OS0218
 OS0218;                    North         East    Units  Estimated Accuracy
 OS0218;SPC SD S     -   160,280.      572,230.      MT  (+/- 180 meters Scaled)
 OS0218
 OS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP649483(NAD 83)
 OS0218
 OS0218                          SUPERSEDED SURVEY CONTROL
 OS0218
 OS0218  NGVD 29 (??/??/92)  637.577  (m)         2091.78   (f) ADJ UNCH    1 2
 OS0218
 OS0218.Superseded values are not recommended for survey control.
 OS0218
 OS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0218.See file dsdata.pdf to determine how the superseded data were derived.
 OS0218
 OS0218_MARKER: DB = BENCH MARK DISK
 OS0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0218_STAMPING: K 37 1933
 OS0218_MARK LOGO: CGS
 OS0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0218+STABILITY: SURFACE MOTION
 OS0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0218+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0218
 OS0218  HISTORY     - Date     Condition        Report By
 OS0218  HISTORY     - 1933     MONUMENTED       CGS
 OS0218  HISTORY     - 1941     GOOD             CGS
 OS0218  HISTORY     - 19920721 GOOD             NGS
 OS0218
 OS0218                          STATION DESCRIPTION
 OS0218
 OS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0218'8.2 MI S FROM MURDO.
 OS0218'8.25 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MURDO, JONES COUNTY,
 OS0218'1-1/4 MILES SOUTH OF A LARGE STUCCO FARMHOUSE, AT A CURVE, AT
 OS0218'THE CREST OF A SMALL HILL, 18 YARDS NORTH OF A POLE, AND 16 YARDS
 OS0218'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OS0218'K 37 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0218
 OS0218                          STATION RECOVERY (1992)
 OS0218
 OS0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0218'12.4 KM (7.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0218'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, 200.0 M (656.2 FT)
 OS0218'NORTH OF THE EXTENDED CENTER OF COUNTY ROAD S7, 153.0 M (502.0 FT)
 OS0218'SOUTH OF A T-FENCE CORNER, 67.3 M (220.8 FT) WEST OF AND LEVEL WITH
 OS0218'THE CENTERLINE OF THE HIGHWAY, 33.9 M (111.2 FT) WEST OF A WITNESS
 OS0218'POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OS0218'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0243 ***********************************************************************
 OS0243  DESIGNATION -  K 370
 OS0243  PID         -  OS0243
 OS0243  STATE/COUNTY-  SD/JONES
 OS0243  COUNTRY     -  US
 OS0243  USGS QUAD   -  STAMFORD (2017)
 OS0243
 OS0243                         *CURRENT SURVEY CONTROL
 OS0243  ______________________________________________________________________
 OS0243* NAD 83(1986) POSITION- 43 53 45.     (N) 101 03 34.     (W)   SCALED
 OS0243* NAVD 88 ORTHO HEIGHT -   733.985 (meters)     2408.08  (feet) ADJUSTED
 OS0243  ______________________________________________________________________
 OS0243  GEOID HEIGHT    -        -23.224 (meters)                     GEOID18
 OS0243  DYNAMIC HEIGHT  -        733.749 (meters)     2407.31  (feet) COMP
 OS0243  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OS0243
 OS0243  VERT ORDER      -  FIRST     CLASS II
 OS0243
 OS0243.The horizontal coordinates were scaled from a map and have
 OS0243.an estimated accuracy of +/- 6 seconds.
 OS0243
 OS0243.The orthometric height was determined by differential leveling and
 OS0243.adjusted by the NATIONAL GEODETIC SURVEY
 OS0243.in June 1991.
 OS0243
 OS0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0243.GEOID18 height accuracy estimate available here.
 OS0243
 OS0243.Click photographs - Photos may exist for this station.
 OS0243
 OS0243.The dynamic height is computed by dividing the NAVD 88
 OS0243.geopotential number by the normal gravity value computed on the
 OS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0243.degrees latitude (g = 980.6199 gals.).
 OS0243
 OS0243.The modeled gravity was interpolated from observed gravity values.
 OS0243
 OS0243;                    North         East    Units  Estimated Accuracy
 OS0243;SPC SD S     -   173,840.      541,670.      MT  (+/- 180 meters Scaled)
 OS0243
 OS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP345623(NAD 83)
 OS0243
 OS0243                          SUPERSEDED SURVEY CONTROL
 OS0243
 OS0243  NGVD 29 (??/??/92)  733.512  (m)         2406.53   (f) ADJ UNCH    1 2
 OS0243
 OS0243.Superseded values are not recommended for survey control.
 OS0243
 OS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0243.See file dsdata.pdf to determine how the superseded data were derived.
 OS0243
 OS0243_MARKER: DB = BENCH MARK DISK
 OS0243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0243_STAMPING: K 370 1962
 OS0243_MARK LOGO: CGS
 OS0243_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0243_ROD/PIPE-DEPTH: 3.7 meters
 OS0243
 OS0243  HISTORY     - Date     Condition        Report By
 OS0243  HISTORY     - 1962     MONUMENTED       CGS
 OS0243
 OS0243                          STATION DESCRIPTION
 OS0243
 OS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0243'9.1 MI W FROM OKATON.
 OS0243'ABOUT 9.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0243'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATORS AT OKATON, IN
 OS0243'SECTION 6, T 2 S, R 26 E, 49 FEET NORTH OF THE NORTH RAIL, 142
 OS0243'FEET NORTHWEST OF AND ACROSS THE TRACKS FROM MILE POST 536,
 OS0243'1 1/2 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS
 OS0243'POST, ABOUT LEVEL WITH THE RAILS, AND ON THE TOP OF A 5/8-INCH
 OS0243'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS
 OS0243'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0519 ***********************************************************************
 PT0519  DESIGNATION -  K 371
 PT0519  PID         -  PT0519
 PT0519  STATE/COUNTY-  SD/HAAKON
 PT0519  COUNTRY     -  US
 PT0519  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0519
 PT0519                         *CURRENT SURVEY CONTROL
 PT0519  ______________________________________________________________________
 PT0519* NAD 83(1986) POSITION- 44 11 49.     (N) 101 40 02.     (W)   SCALED
 PT0519* NAVD 88 ORTHO HEIGHT -   730.590 (meters)     2396.94  (feet) ADJUSTED
 PT0519  ______________________________________________________________________
 PT0519  GEOID HEIGHT    -        -21.030 (meters)                     GEOID18
 PT0519  DYNAMIC HEIGHT  -        730.383 (meters)     2396.26  (feet) COMP
 PT0519  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PT0519
 PT0519  VERT ORDER      -  FIRST     CLASS II
 PT0519
 PT0519.The horizontal coordinates were scaled from a map and have
 PT0519.an estimated accuracy of +/- 6 seconds.
 PT0519
 PT0519.The orthometric height was determined by differential leveling and
 PT0519.adjusted by the NATIONAL GEODETIC SURVEY
 PT0519.in June 1991.
 PT0519
 PT0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0519.GEOID18 height accuracy estimate available here.
 PT0519
 PT0519.Click photographs - Photos may exist for this station.
 PT0519
 PT0519.The dynamic height is computed by dividing the NAVD 88
 PT0519.geopotential number by the normal gravity value computed on the
 PT0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0519.degrees latitude (g = 980.6199 gals.).
 PT0519
 PT0519.The modeled gravity was interpolated from observed gravity values.
 PT0519
 PT0519;                    North         East    Units  Estimated Accuracy
 PT0519;SPC SD S     -   207,890.      493,380.      MT  (+/- 180 meters Scaled)
 PT0519
 PT0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP868972(NAD 83)
 PT0519
 PT0519                          SUPERSEDED SURVEY CONTROL
 PT0519
 PT0519  NGVD 29 (??/??/92)  730.128  (m)         2395.43   (f) ADJ UNCH    1 2
 PT0519
 PT0519.Superseded values are not recommended for survey control.
 PT0519
 PT0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0519.See file dsdata.pdf to determine how the superseded data were derived.
 PT0519
 PT0519_MARKER: DB = BENCH MARK DISK
 PT0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0519_STAMPING: K 371 1962
 PT0519_MARK LOGO: CGS
 PT0519_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0519_ROD/PIPE-DEPTH: 3.7 meters
 PT0519
 PT0519  HISTORY     - Date     Condition        Report By
 PT0519  HISTORY     - 1962     MONUMENTED       CGS
 PT0519  HISTORY     - 19990612 MARK NOT FOUND   NGS
 PT0519
 PT0519                          STATION DESCRIPTION
 PT0519
 PT0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0519'11 MI N FROM PHILIP.
 PT0519'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0519'NORTH WESTERN RAILROAD STATION AT PHILIP, 98 FEET SOUTHEAST OF
 PT0519'THE CENTERLINE INTERSECTION OF THE HIGHWAY AND A GRAVEL ROAD, 85
 PT0519'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET NORTHWEST
 PT0519'OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 PT0519'WITH THE HIGHWAY, CLAMPED ON A 5/8 INCH COPPER-COATED ROD WHICH
 PT0519'IS DRIVEN TO A DEPTH OF 12 FEET, AND ENCASED IN A 6-INCH TILE
 PT0519'PROJECTING ABOUT 4 INCHES.
 PT0519
 PT0519                          STATION RECOVERY (1999)
 PT0519
 PT0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 PT0519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0460 ***********************************************************************
 PT0460  DESIGNATION -  K 372
 PT0460  PID         -  PT0460
 PT0460  STATE/COUNTY-  SD/HAAKON
 PT0460  COUNTRY     -  US
 PT0460  USGS QUAD   -  POWELL (2017)
 PT0460
 PT0460                         *CURRENT SURVEY CONTROL
 PT0460  ______________________________________________________________________
 PT0460* NAD 83(1986) POSITION- 44 02 47.     (N) 101 28 14.     (W)   SCALED
 PT0460* NAVD 88 ORTHO HEIGHT -   621.129 (meters)     2037.82  (feet) ADJUSTED
 PT0460  ______________________________________________________________________
 PT0460  GEOID HEIGHT    -        -21.828 (meters)                     GEOID18
 PT0460  DYNAMIC HEIGHT  -        620.941 (meters)     2037.20  (feet) COMP
 PT0460  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 PT0460
 PT0460  VERT ORDER      -  SECOND    CLASS 0
 PT0460
 PT0460.The horizontal coordinates were scaled from a map and have
 PT0460.an estimated accuracy of +/- 6 seconds.
 PT0460
 PT0460.The orthometric height was determined by differential leveling and
 PT0460.adjusted by the NATIONAL GEODETIC SURVEY
 PT0460.in June 1991.
 PT0460
 PT0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0460.GEOID18 height accuracy estimate available here.
 PT0460
 PT0460.Click photographs - Photos may exist for this station.
 PT0460
 PT0460.The dynamic height is computed by dividing the NAVD 88
 PT0460.geopotential number by the normal gravity value computed on the
 PT0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0460.degrees latitude (g = 980.6199 gals.).
 PT0460
 PT0460.The modeled gravity was interpolated from observed gravity values.
 PT0460
 PT0460;                    North         East    Units  Estimated Accuracy
 PT0460;SPC SD S     -   190,930.      508,870.      MT  (+/- 180 meters Scaled)
 PT0460
 PT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP020799(NAD 83)
 PT0460
 PT0460                          SUPERSEDED SURVEY CONTROL
 PT0460
 PT0460  NGVD 29 (??/??/92)  620.669  (m)         2036.31   (f) ADJ UNCH    2 0
 PT0460
 PT0460.Superseded values are not recommended for survey control.
 PT0460
 PT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0460.See file dsdata.pdf to determine how the superseded data were derived.
 PT0460
 PT0460_MARKER: DB = BENCH MARK DISK
 PT0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0460_STAMPING: K 372 1962
 PT0460_MARK LOGO: CGS
 PT0460_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0460_ROD/PIPE-DEPTH: 4.0 meters
 PT0460
 PT0460  HISTORY     - Date     Condition        Report By
 PT0460  HISTORY     - 1962     MONUMENTED       CGS
 PT0460
 PT0460                          STATION DESCRIPTION
 PT0460
 PT0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0460'10 MI E FROM PHILLIP.
 PT0460'9.95 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0460'THE STATION AT PHILIP, IN SECTION 16, T 1 N, R 22 E, 1.0 MILE
 PT0460'EAST OF THE POWELL STATION SIGN, 45 FEET SOUTH OF THE SOUTH
 PT0460'RAIL, 100 FEET EAST OF MILE POST 550, 2 FEET NORTH OF A FENCE,
 PT0460'1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 PT0460'LEVEL OF THE RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 PT0460'ROD DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE
 PT0460'PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0655 ***********************************************************************
 PT0655  DESIGNATION -  K 373
 PT0655  PID         -  PT0655
 PT0655  STATE/COUNTY-  SD/HAAKON
 PT0655  COUNTRY     -  US
 PT0655  USGS QUAD   -  HILLAND NW (2017)
 PT0655
 PT0655                         *CURRENT SURVEY CONTROL
 PT0655  ______________________________________________________________________
 PT0655* NAD 83(1986) POSITION- 44 24 30.     (N) 101 55 38.     (W)   SCALED
 PT0655* NAVD 88 ORTHO HEIGHT -   751.517 (meters)     2465.60  (feet) ADJUSTED
 PT0655  ______________________________________________________________________
 PT0655  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 PT0655  DYNAMIC HEIGHT  -        751.324 (meters)     2464.97  (feet) COMP
 PT0655  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 PT0655
 PT0655  VERT ORDER      -  SECOND    CLASS 0
 PT0655
 PT0655.The horizontal coordinates were scaled from a map and have
 PT0655.an estimated accuracy of +/- 6 seconds.
 PT0655
 PT0655.The orthometric height was determined by differential leveling and
 PT0655.adjusted by the NATIONAL GEODETIC SURVEY
 PT0655.in June 1991.
 PT0655
 PT0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0655.GEOID18 height accuracy estimate available here.
 PT0655
 PT0655.Click photographs - Photos may exist for this station.
 PT0655
 PT0655.The dynamic height is computed by dividing the NAVD 88
 PT0655.geopotential number by the normal gravity value computed on the
 PT0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0655.degrees latitude (g = 980.6199 gals.).
 PT0655
 PT0655.The modeled gravity was interpolated from observed gravity values.
 PT0655
 PT0655;                    North         East    Units  Estimated Accuracy
 PT0655;SPC SD S     -   231,740.      473,050.      MT  (+/- 180 meters Scaled)
 PT0655
 PT0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ669213(NAD 83)
 PT0655
 PT0655                          SUPERSEDED SURVEY CONTROL
 PT0655
 PT0655  NGVD 29 (??/??/92)  751.060  (m)         2464.10   (f) ADJ UNCH    2 0
 PT0655
 PT0655.Superseded values are not recommended for survey control.
 PT0655
 PT0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0655.See file dsdata.pdf to determine how the superseded data were derived.
 PT0655
 PT0655_MARKER: DB = BENCH MARK DISK
 PT0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0655_STAMPING: K 373 1962
 PT0655_MARK LOGO: CGS
 PT0655_PROJECTION: PROJECTING 122 CENTIMETERS
 PT0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0655+STABILITY: SURFACE MOTION
 PT0655
 PT0655  HISTORY     - Date     Condition        Report By
 PT0655  HISTORY     - 1962     MONUMENTED       CGS
 PT0655
 PT0655                          STATION DESCRIPTION
 PT0655
 PT0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0655'17.8 MI W FROM MILESVILLE.
 PT0655'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0655'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0655'HIGHWAY 34 AND 73, THENCE 6.45 MILES WEST ALONG A GRAVEL ROAD
 PT0655'WHICH WAS FORMERLY HIGHWAY 34 AND 73, MARK MAY ALSO BE REACHED
 PT0655'BY GOING 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0655'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0655'34 AND 73, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD
 PT0655'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 70 FEET WEST OF A POWER
 PT0655'POLE, 58 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH
 PT0655'OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 PT0655'THE BASE OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT
 PT0655'4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0691 ***********************************************************************
 PT0691  DESIGNATION -  K 374
 PT0691  PID         -  PT0691
 PT0691  STATE/COUNTY-  SD/HAAKON
 PT0691  COUNTRY     -  US
 PT0691  USGS QUAD   -  ELBON (2017)
 PT0691
 PT0691                         *CURRENT SURVEY CONTROL
 PT0691  ______________________________________________________________________
 PT0691* NAD 83(1986) POSITION- 44 17 01.     (N) 101 41 15.     (W)   SCALED
 PT0691* NAVD 88 ORTHO HEIGHT -   765.078 (meters)     2510.09  (feet) ADJUSTED
 PT0691  ______________________________________________________________________
 PT0691  GEOID HEIGHT    -        -20.931 (meters)                     GEOID18
 PT0691  DYNAMIC HEIGHT  -        764.864 (meters)     2509.39  (feet) COMP
 PT0691  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PT0691
 PT0691  VERT ORDER      -  SECOND    CLASS 0
 PT0691
 PT0691.The horizontal coordinates were scaled from a map and have
 PT0691.an estimated accuracy of +/- 6 seconds.
 PT0691
 PT0691.The orthometric height was determined by differential leveling and
 PT0691.adjusted by the NATIONAL GEODETIC SURVEY
 PT0691.in June 1991.
 PT0691
 PT0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0691.GEOID18 height accuracy estimate available here.
 PT0691
 PT0691.Click photographs - Photos may exist for this station.
 PT0691
 PT0691.The dynamic height is computed by dividing the NAVD 88
 PT0691.geopotential number by the normal gravity value computed on the
 PT0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0691.degrees latitude (g = 980.6199 gals.).
 PT0691
 PT0691.The modeled gravity was interpolated from observed gravity values.
 PT0691
 PT0691;                    North         East    Units  Estimated Accuracy
 PT0691;SPC SD S     -   217,550.      491,910.      MT  (+/- 180 meters Scaled)
 PT0691
 PT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ855068(NAD 83)
 PT0691
 PT0691                          SUPERSEDED SURVEY CONTROL
 PT0691
 PT0691  NGVD 29 (??/??/92)  764.611  (m)         2508.56   (f) ADJ UNCH    2 0
 PT0691
 PT0691.Superseded values are not recommended for survey control.
 PT0691
 PT0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0691.See file dsdata.pdf to determine how the superseded data were derived.
 PT0691
 PT0691_MARKER: DB = BENCH MARK DISK
 PT0691_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0691_STAMPING: K 374 1962
 PT0691_MARK LOGO: CGS
 PT0691_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0691_ROD/PIPE-DEPTH: 3.7 meters
 PT0691
 PT0691  HISTORY     - Date     Condition        Report By
 PT0691  HISTORY     - 1962     MONUMENTED       CGS
 PT0691
 PT0691                          STATION DESCRIPTION
 PT0691
 PT0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0691'8.5 MI E FROM HILLAND.
 PT0691'ABOUT 8.5 MILES EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 PT0691'CEMETERY AT HILLAND, OR 12.35 MILES SOUTH OF MILESVILLE, THENCE
 PT0691'0.75 MILE WEST, IN SECTION 26, T 4 N, R 20 E, 150 FEET NORTHEAST
 PT0691'OF THE NORTHEAST CORNER OF A FARM HOUSE, 93 FEET SOUTH OF THE
 PT0691'CENTERLINE OF THE ROAD, 31 FEET EAST OF THE CENTERLINE OF A ROAD
 PT0691'LEADING SOUTH FROM THE GRAVEL ROAD, 43 FEET SOUTH OF A POWER
 PT0691'POLE, 1.2 FEET WEST OF A METAL WITNESS POST, 1 FOOT WEST OF A
 PT0691'FENCE, CLAMPED ON A 5/8 INCH COPPER-COATED ROD WHICH IS DRIVEN
 PT0691'TO A DEPTH OF 12 FEET, AND ENCASED IN A 6-INCH TILE PROJECTING
 PT0691'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0382 ***********************************************************************
 PU0382  DESIGNATION -  K 375
 PU0382  PID         -  PU0382
 PU0382  STATE/COUNTY-  SD/PENNINGTON
 PU0382  COUNTRY     -  US
 PU0382  USGS QUAD   -  PEDRO (2017)
 PU0382
 PU0382                         *CURRENT SURVEY CONTROL
 PU0382  ______________________________________________________________________
 PU0382* NAD 83(1986) POSITION- 44 27 06.     (N) 102 04 42.     (W)   SCALED
 PU0382* NAVD 88 ORTHO HEIGHT -   599.229 (meters)     1965.97  (feet) ADJUSTED
 PU0382  ______________________________________________________________________
 PU0382  GEOID HEIGHT    -        -19.804 (meters)                     GEOID18
 PU0382  DYNAMIC HEIGHT  -        599.093 (meters)     1965.52  (feet) COMP
 PU0382  MODELED GRAVITY -    980,372.6   (mgal)                       NAVD 88
 PU0382
 PU0382  VERT ORDER      -  SECOND    CLASS 0
 PU0382
 PU0382.The horizontal coordinates were scaled from a map and have
 PU0382.an estimated accuracy of +/- 6 seconds.
 PU0382
 PU0382.The orthometric height was determined by differential leveling and
 PU0382.adjusted by the NATIONAL GEODETIC SURVEY
 PU0382.in June 1991.
 PU0382
 PU0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0382.GEOID18 height accuracy estimate available here.
 PU0382
 PU0382.Click photographs - Photos may exist for this station.
 PU0382
 PU0382.The dynamic height is computed by dividing the NAVD 88
 PU0382.geopotential number by the normal gravity value computed on the
 PU0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0382.degrees latitude (g = 980.6199 gals.).
 PU0382
 PU0382.The modeled gravity was interpolated from observed gravity values.
 PU0382
 PU0382;                    North         East    Units  Estimated Accuracy
 PU0382;SPC SD S     -   236,800.      461,120.      MT  (+/- 180 meters Scaled)
 PU0382
 PU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK324261(NAD 83)
 PU0382
 PU0382                          SUPERSEDED SURVEY CONTROL
 PU0382
 PU0382  NGVD 29 (??/??/92)  598.787  (m)         1964.52   (f) ADJ UNCH    2 0
 PU0382
 PU0382.Superseded values are not recommended for survey control.
 PU0382
 PU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0382.See file dsdata.pdf to determine how the superseded data were derived.
 PU0382
 PU0382_MARKER: DB = BENCH MARK DISK
 PU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0382_STAMPING: K 375 1962
 PU0382_MARK LOGO: CGS
 PU0382_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0382+STABILITY: SURFACE MOTION
 PU0382
 PU0382  HISTORY     - Date     Condition        Report By
 PU0382  HISTORY     - 1962     MONUMENTED       CGS
 PU0382
 PU0382                          STATION DESCRIPTION
 PU0382
 PU0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0382'3.8 MI NE FROM PEDRO.
 PU0382'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0382'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0382'2.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 28,
 PU0382'T 6 N, R 17 E, ABOUT 0.3 MILE SOUTHEAST OF A FARM HOUSE, 42 FEET
 PU0382'WEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF A FENCE
 PU0382'CORNER, 1 1/2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL
 PU0382'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PU0382'A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1601 ***********************************************************************
 PU1601  DESIGNATION -  K 376
 PU1601  PID         -  PU1601
 PU1601  STATE/COUNTY-  SD/LAWRENCE
 PU1601  COUNTRY     -  US
 PU1601  USGS QUAD   -  SPEARFISH (2017)
 PU1601
 PU1601                         *CURRENT SURVEY CONTROL
 PU1601  ______________________________________________________________________
 PU1601* NAD 83(1986) POSITION- 44 26 50.     (N) 103 51 57.     (W)   SCALED
 PU1601* NAVD 88 ORTHO HEIGHT -  1194.631 (meters)     3919.39  (feet) ADJUSTED
 PU1601  ______________________________________________________________________
 PU1601  GEOID HEIGHT    -        -14.186 (meters)                     GEOID18
 PU1601  DYNAMIC HEIGHT  -       1194.164 (meters)     3917.85  (feet) COMP
 PU1601  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 PU1601
 PU1601  VERT ORDER      -  SECOND    CLASS 0
 PU1601
 PU1601.The horizontal coordinates were scaled from a map and have
 PU1601.an estimated accuracy of +/- 6 seconds.
 PU1601
 PU1601.The orthometric height was determined by differential leveling and
 PU1601.adjusted by the NATIONAL GEODETIC SURVEY
 PU1601.in June 1991.
 PU1601
 PU1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1601.GEOID18 height accuracy estimate available here.
 PU1601
 PU1601.Click photographs - Photos may exist for this station.
 PU1601
 PU1601.The dynamic height is computed by dividing the NAVD 88
 PU1601.geopotential number by the normal gravity value computed on the
 PU1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1601.degrees latitude (g = 980.6199 gals.).
 PU1601
 PU1601.The modeled gravity was interpolated from observed gravity values.
 PU1601
 PU1601;                    North         East    Units  Estimated Accuracy
 PU1601;SPC SD N     -    75,560.      292,390.      MT  (+/- 180 meters Scaled)
 PU1601
 PU1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK902221(NAD 83)
 PU1601
 PU1601                          SUPERSEDED SURVEY CONTROL
 PU1601
 PU1601  NGVD 29 (??/??/92) 1194.018  (m)         3917.37   (f) ADJ UNCH    2 0
 PU1601
 PU1601.Superseded values are not recommended for survey control.
 PU1601
 PU1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1601.See file dsdata.pdf to determine how the superseded data were derived.
 PU1601
 PU1601_MARKER: DB = BENCH MARK DISK
 PU1601_SETTING: 66 = SET IN ROCK OUTCROP
 PU1601_STAMPING: K 376 1962
 PU1601_MARK LOGO: CGS
 PU1601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1601+STABILITY: POSITION/ELEVATION WELL
 PU1601
 PU1601  HISTORY     - Date     Condition        Report By
 PU1601  HISTORY     - 1962     MONUMENTED       CGS
 PU1601
 PU1601                          STATION DESCRIPTION
 PU1601
 PU1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1601'4.2 MI SE FROM SPEARFISH.
 PU1601'1 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1601'SPEARFISH, THENCE 3.15 MILE SOUTH ALONG U.S. HIGHWAY 14A, SET IN
 PU1601'A ROCK CUT VERTICAL, 16 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PU1601'2 FEET ABOVE THE GROUND AND IN THE SOUTH FACE OF THE ROCK CUT
 PU1601'VERTICAL, ABOUT 1 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2010 ***********************************************************************
 PU2010  DESIGNATION -  K 377
 PU2010  PID         -  PU2010
 PU2010  STATE/COUNTY-  SD/BUTTE
 PU2010  COUNTRY     -  US
 PU2010  USGS QUAD   -  FRUITDALE (2017)
 PU2010
 PU2010                         *CURRENT SURVEY CONTROL
 PU2010  ______________________________________________________________________
 PU2010* NAD 83(1986) POSITION- 44 38 54.     (N) 103 43 13.     (W)   SCALED
 PU2010* NAVD 88 ORTHO HEIGHT -   916.471 (meters)     3006.79  (feet) ADJUSTED
 PU2010  ______________________________________________________________________
 PU2010  GEOID HEIGHT    -        -15.516 (meters)                     GEOID18
 PU2010  DYNAMIC HEIGHT  -        916.223 (meters)     3005.98  (feet) COMP
 PU2010  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 PU2010
 PU2010  VERT ORDER      -  SECOND    CLASS 0
 PU2010
 PU2010.The horizontal coordinates were scaled from a map and have
 PU2010.an estimated accuracy of +/- 6 seconds.
 PU2010
 PU2010.The orthometric height was determined by differential leveling and
 PU2010.adjusted by the NATIONAL GEODETIC SURVEY
 PU2010.in June 1991.
 PU2010
 PU2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2010.GEOID18 height accuracy estimate available here.
 PU2010
 PU2010.Click photographs - Photos may exist for this station.
 PU2010
 PU2010.The dynamic height is computed by dividing the NAVD 88
 PU2010.geopotential number by the normal gravity value computed on the
 PU2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2010.degrees latitude (g = 980.6199 gals.).
 PU2010
 PU2010.The modeled gravity was interpolated from observed gravity values.
 PU2010
 PU2010;                    North         East    Units  Estimated Accuracy
 PU2010;SPC SD N     -    97,340.      304,990.      MT  (+/- 180 meters Scaled)
 PU2010
 PU2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK014446(NAD 83)
 PU2010
 PU2010                          SUPERSEDED SURVEY CONTROL
 PU2010
 PU2010  NGVD 29 (??/??/92)  915.987  (m)         3005.20   (f) ADJ UNCH    2 0
 PU2010
 PU2010.Superseded values are not recommended for survey control.
 PU2010
 PU2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2010.See file dsdata.pdf to determine how the superseded data were derived.
 PU2010
 PU2010_MARKER: DB = BENCH MARK DISK
 PU2010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2010_SP_SET: CULVERT WINGWALL
 PU2010_STAMPING: K 377 1962
 PU2010_MARK LOGO: CGS
 PU2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2010+STABILITY: SURFACE MOTION
 PU2010
 PU2010  HISTORY     - Date     Condition        Report By
 PU2010  HISTORY     - 1962     MONUMENTED       CGS
 PU2010
 PU2010                          STATION DESCRIPTION
 PU2010
 PU2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2010'2.5 MI SW FROM FRUITDALE.
 PU2010'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU2010'AT FRUITDALE, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, IN
 PU2010'THE TOP OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING
 PU2010'WALL OF A CONCRETE CULVERT OVER A SMALL CANAL, 15 FEET NORTH
 PU2010'OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A FENCE, AND
 PU2010'ABOUT 1 FOOT LOWER THEN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0457 ***********************************************************************
 PU0457  DESIGNATION -  K 378
 PU0457  PID         -  PU0457
 PU0457  STATE/COUNTY-  SD/PENNINGTON
 PU0457  COUNTRY     -  US
 PU0457  USGS QUAD   -  CREIGHTON (2017)
 PU0457
 PU0457                         *CURRENT SURVEY CONTROL
 PU0457  ______________________________________________________________________
 PU0457* NAD 83(1986) POSITION- 44 17 52.     (N) 102 11 15.     (W)   SCALED
 PU0457* NAVD 88 ORTHO HEIGHT -   788.762 (meters)     2587.80  (feet) ADJUSTED
 PU0457  ______________________________________________________________________
 PU0457  GEOID HEIGHT    -        -19.402 (meters)                     GEOID18
 PU0457  DYNAMIC HEIGHT  -        788.545 (meters)     2587.08  (feet) COMP
 PU0457  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 PU0457
 PU0457  VERT ORDER      -  SECOND    CLASS 0
 PU0457
 PU0457.The horizontal coordinates were scaled from a map and have
 PU0457.an estimated accuracy of +/- 6 seconds.
 PU0457
 PU0457.The orthometric height was determined by differential leveling and
 PU0457.adjusted by the NATIONAL GEODETIC SURVEY
 PU0457.in June 1991.
 PU0457
 PU0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0457.GEOID18 height accuracy estimate available here.
 PU0457
 PU0457.Click photographs - Photos may exist for this station.
 PU0457
 PU0457.The dynamic height is computed by dividing the NAVD 88
 PU0457.geopotential number by the normal gravity value computed on the
 PU0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0457.degrees latitude (g = 980.6199 gals.).
 PU0457
 PU0457.The modeled gravity was interpolated from observed gravity values.
 PU0457
 PU0457;                    North         East    Units  Estimated Accuracy
 PU0457;SPC SD S     -   219,890.      452,050.      MT  (+/- 180 meters Scaled)
 PU0457
 PU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK243087(NAD 83)
 PU0457
 PU0457                          SUPERSEDED SURVEY CONTROL
 PU0457
 PU0457  NGVD 29 (??/??/92)  788.301  (m)         2586.28   (f) ADJ UNCH    2 0
 PU0457
 PU0457.Superseded values are not recommended for survey control.
 PU0457
 PU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0457.See file dsdata.pdf to determine how the superseded data were derived.
 PU0457
 PU0457_MARKER: DB = BENCH MARK DISK
 PU0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0457_STAMPING: K 378 1962
 PU0457_MARK LOGO: CGS
 PU0457_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0457+STABILITY: SURFACE MOTION
 PU0457
 PU0457  HISTORY     - Date     Condition        Report By
 PU0457  HISTORY     - 1962     MONUMENTED       CGS
 PU0457
 PU0457                          STATION DESCRIPTION
 PU0457
 PU0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0457'3.8 MI NE FROM CREIGHTON.
 PU0457'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0457'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILES EAST ALONG A
 PU0457'GRAVELED ROAD, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD, 1.0
 PU0457'MILE SOUTH OF THE NORTH CREIGHTON SCHOOL, 0.2 MILE SOUTH OF A SMALL
 PU0457'LAKE ON THE EAST SIDE OF THE ROAD, 130 FEET SOUTHEAST OF THE CENTER
 PU0457'LINE OF A ROAD INTERSECTION, 112 FEET SOUTH OF THE CENTER LINE OF
 PU0457'AN EAST-WEST GRAVELED ROAD, 72 FEET EAST OF THE CENTER LINE OF A
 PU0457'GRAVELED ROAD, AT AN OFF SET IN A FENCE ROW, 1.8 FEET NORTH OF A
 PU0457'METAL WITNESS POST, 1.7 FEET NORTHWEST OF A FENCE, ABOUT LEVEL WITH
 PU0457'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PU0457'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0589 ***********************************************************************
 PU0589  DESIGNATION -  K 379
 PU0589  PID         -  PU0589
 PU0589  STATE/COUNTY-  SD/PENNINGTON
 PU0589  COUNTRY     -  US
 PU0589  USGS QUAD   -  HORSE TOOTH (2017)
 PU0589
 PU0589                         *CURRENT SURVEY CONTROL
 PU0589  ______________________________________________________________________
 PU0589* NAD 83(1986) POSITION- 44 09 16.     (N) 102 04 03.     (W)   SCALED
 PU0589* NAVD 88 ORTHO HEIGHT -   813.059 (meters)     2667.51  (feet) ADJUSTED
 PU0589  ______________________________________________________________________
 PU0589  GEOID HEIGHT    -        -19.629 (meters)                     GEOID18
 PU0589  DYNAMIC HEIGHT  -        812.825 (meters)     2666.74  (feet) COMP
 PU0589  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 PU0589
 PU0589  VERT ORDER      -  SECOND    CLASS 0
 PU0589
 PU0589.The horizontal coordinates were scaled from a map and have
 PU0589.an estimated accuracy of +/- 6 seconds.
 PU0589
 PU0589.The orthometric height was determined by differential leveling and
 PU0589.adjusted by the NATIONAL GEODETIC SURVEY
 PU0589.in June 1991.
 PU0589
 PU0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0589.GEOID18 height accuracy estimate available here.
 PU0589
 PU0589.Click photographs - Photos may exist for this station.
 PU0589
 PU0589.The dynamic height is computed by dividing the NAVD 88
 PU0589.geopotential number by the normal gravity value computed on the
 PU0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0589.degrees latitude (g = 980.6199 gals.).
 PU0589
 PU0589.The modeled gravity was interpolated from observed gravity values.
 PU0589
 PU0589;                    North         East    Units  Estimated Accuracy
 PU0589;SPC SD S     -   203,760.      461,290.      MT  (+/- 180 meters Scaled)
 PU0589
 PU0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ345932(NAD 83)
 PU0589
 PU0589                          SUPERSEDED SURVEY CONTROL
 PU0589
 PU0589  NGVD 29 (??/??/92)  812.603  (m)         2666.02   (f) ADJ UNCH    2 0
 PU0589
 PU0589.Superseded values are not recommended for survey control.
 PU0589
 PU0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0589.See file dsdata.pdf to determine how the superseded data were derived.
 PU0589
 PU0589_MARKER: DB = BENCH MARK DISK
 PU0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0589_STAMPING: K 379 1962
 PU0589_MARK LOGO: CGS
 PU0589_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0589+STABILITY: SURFACE MOTION
 PU0589
 PU0589  HISTORY     - Date     Condition        Report By
 PU0589  HISTORY     - 1962     MONUMENTED       CGS
 PU0589
 PU0589                          STATION DESCRIPTION
 PU0589
 PU0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0589'14.9 MI NE FROM QUINN.
 PU0589'ABOUT 8.7 MILES NORTH ALONG A ASPHALT ROAD FROM THE POST OFFICE
 PU0589'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0589'3.15 MILES NORTH ALONG A GRAVELED ROAD, ABOUT MIDWAY BETWEEN
 PU0589'TWO LONG HILLS, ABOUT 200 FEET NORTH OF THE CENTER OF A SHALLOW
 PU0589'RAVINE, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 PU0589'NORTH-NORTHWEST OF A POWER POLE, 7 1/2 FEET WEST OF A ROW OF
 PU0589'POWER POLES, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT SOUTHEAST OF
 PU0589'A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 PU0589'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0160 ***********************************************************************
 OS0160  DESIGNATION -  K 38
 OS0160  PID         -  OS0160
 OS0160  STATE/COUNTY-  SD/TODD
 OS0160  COUNTRY     -  US
 OS0160  USGS QUAD   -  MISSION (2017)
 OS0160
 OS0160                         *CURRENT SURVEY CONTROL
 OS0160  ______________________________________________________________________
 OS0160* NAD 83(1986) POSITION- 43 15 02.     (N) 100 39 04.     (W)   SCALED
 OS0160* NAVD 88 ORTHO HEIGHT -   847.136 (meters)     2779.31  (feet) ADJUSTED
 OS0160  ______________________________________________________________________
 OS0160  GEOID HEIGHT    -        -23.053 (meters)                     GEOID18
 OS0160  DYNAMIC HEIGHT  -        846.791 (meters)     2778.18  (feet) COMP
 OS0160  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 OS0160
 OS0160  VERT ORDER      -  FIRST     CLASS II
 OS0160
 OS0160.The horizontal coordinates were scaled from a map and have
 OS0160.an estimated accuracy of +/- 6 seconds.
 OS0160
 OS0160.The orthometric height was determined by differential leveling and
 OS0160.adjusted by the NATIONAL GEODETIC SURVEY
 OS0160.in June 1991.
 OS0160
 OS0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0160.GEOID18 height accuracy estimate available here.
 OS0160
 OS0160.Click photographs - Photos may exist for this station.
 OS0160
 OS0160.The dynamic height is computed by dividing the NAVD 88
 OS0160.geopotential number by the normal gravity value computed on the
 OS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0160.degrees latitude (g = 980.6199 gals.).
 OS0160
 OS0160.The modeled gravity was interpolated from observed gravity values.
 OS0160
 OS0160;                    North         East    Units  Estimated Accuracy
 OS0160;SPC SD S     -   101,940.      574,200.      MT  (+/- 180 meters Scaled)
 OS0160
 OS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659899(NAD 83)
 OS0160
 OS0160                          SUPERSEDED SURVEY CONTROL
 OS0160
 OS0160  NGVD 29 (??/??/92)  846.765  (m)         2778.09   (f) ADJ UNCH    1 2
 OS0160
 OS0160.Superseded values are not recommended for survey control.
 OS0160
 OS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0160.See file dsdata.pdf to determine how the superseded data were derived.
 OS0160
 OS0160_MARKER: DB = BENCH MARK DISK
 OS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0160_STAMPING: K 38 1933
 OS0160_MARK LOGO: CGS
 OS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0160+STABILITY: SURFACE MOTION
 OS0160
 OS0160  HISTORY     - Date     Condition        Report By
 OS0160  HISTORY     - 1933     MONUMENTED       CGS
 OS0160  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0160
 OS0160                          STATION DESCRIPTION
 OS0160
 OS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0160'4.1 MI S FROM MISSION.
 OS0160'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MISSION, TODD
 OS0160'COUNTY, ON THE PROPERTY OF M.N. BARNES, ABOUT 400 FEET EAST
 OS0160'OF THE RESIDENCE, ABOUT 100 FEET EAST OF THE CENTER LINE OF THE
 OS0160'HIGHWAY, 30 FEET SOUTH OF A FENCE CORNER, AND 2 FEET WEST OF
 OS0160'A FENCE.  A STANDARD DISK, STAMPED K 38 1933 AND SET IN THE
 OS0160'TOP OF A CONCRETE POST.
 OS0160
 OS0160                          STATION RECOVERY (1992)
 OS0160
 OS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0160'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0529 ***********************************************************************
 PU0529  DESIGNATION -  K 380
 PU0529  PID         -  PU0529
 PU0529  STATE/COUNTY-  SD/PENNINGTON
 PU0529  COUNTRY     -  US
 PU0529  USGS QUAD   -  WASTA NE (2017)
 PU0529
 PU0529                         *CURRENT SURVEY CONTROL
 PU0529  ______________________________________________________________________
 PU0529* NAD 83(1986) POSITION- 44 10 56.     (N) 102 15 48.     (W)   SCALED
 PU0529* NAVD 88 ORTHO HEIGHT -   881.217 (meters)     2891.13  (feet) ADJUSTED
 PU0529  ______________________________________________________________________
 PU0529  GEOID HEIGHT    -        -19.060 (meters)                     GEOID18
 PU0529  DYNAMIC HEIGHT  -        880.956 (meters)     2890.27  (feet) COMP
 PU0529  MODELED GRAVITY -    980,292.3   (mgal)                       NAVD 88
 PU0529
 PU0529  VERT ORDER      -  SECOND    CLASS 0
 PU0529
 PU0529.The horizontal coordinates were scaled from a map and have
 PU0529.an estimated accuracy of +/- 6 seconds.
 PU0529
 PU0529.The orthometric height was determined by differential leveling and
 PU0529.adjusted by the NATIONAL GEODETIC SURVEY
 PU0529.in June 1991.
 PU0529
 PU0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0529.GEOID18 height accuracy estimate available here.
 PU0529
 PU0529.Click photographs - Photos may exist for this station.
 PU0529
 PU0529.The dynamic height is computed by dividing the NAVD 88
 PU0529.geopotential number by the normal gravity value computed on the
 PU0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0529.degrees latitude (g = 980.6199 gals.).
 PU0529
 PU0529.The modeled gravity was interpolated from observed gravity values.
 PU0529
 PU0529;                    North         East    Units  Estimated Accuracy
 PU0529;SPC SD S     -   207,190.      445,700.      MT  (+/- 180 meters Scaled)
 PU0529
 PU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ187957(NAD 83)
 PU0529
 PU0529                          SUPERSEDED SURVEY CONTROL
 PU0529
 PU0529  NGVD 29 (??/??/92)  880.754  (m)         2889.61   (f) ADJ UNCH    2 0
 PU0529
 PU0529.Superseded values are not recommended for survey control.
 PU0529
 PU0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0529.See file dsdata.pdf to determine how the superseded data were derived.
 PU0529
 PU0529_MARKER: DR = REFERENCE MARK DISK
 PU0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0529_STAMPING: K 380 1962
 PU0529_MARK LOGO: CGS
 PU0529_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0529+STABILITY: SURFACE MOTION
 PU0529
 PU0529  HISTORY     - Date     Condition        Report By
 PU0529  HISTORY     - 1962     MONUMENTED       CGS
 PU0529
 PU0529                          STATION DESCRIPTION
 PU0529
 PU0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0529'8.1 MI SW FROM CREIGHTON.
 PU0529'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD, AT THE SUNNYSIDE
 PU0529'SCHOOL YARD, 0.2 MILE EAST OF A CURVE IN ROAD, 120 FEET WEST
 PU0529'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 48 FEET SOUTH
 PU0529'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE NORTHWEST
 PU0529'CORNER OF THE SCHOOL YARD, 1 1/2 FEET EAST OF A FENCE, 2.0
 PU0529'FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 PU0529'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PU0529'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0335 ***********************************************************************
 PU0335  DESIGNATION -  K 381
 PU0335  PID         -  PU0335
 PU0335  STATE/COUNTY-  SD/PENNINGTON
 PU0335  COUNTRY     -  US
 PU0335  USGS QUAD   -  WASTA (2017)
 PU0335
 PU0335                         *CURRENT SURVEY CONTROL
 PU0335  ______________________________________________________________________
 PU0335* NAD 83(1986) POSITION- 44 02 54.     (N) 102 22 41.     (W)   SCALED
 PU0335* NAVD 88 ORTHO HEIGHT -   799.512 (meters)     2623.07  (feet) ADJUSTED
 PU0335  ______________________________________________________________________
 PU0335  GEOID HEIGHT    -        -18.634 (meters)                     GEOID18
 PU0335  DYNAMIC HEIGHT  -        799.285 (meters)     2622.32  (feet) COMP
 PU0335  MODELED GRAVITY -    980,307.5   (mgal)                       NAVD 88
 PU0335
 PU0335  VERT ORDER      -  SECOND    CLASS 0
 PU0335
 PU0335.The horizontal coordinates were scaled from a map and have
 PU0335.an estimated accuracy of +/- 6 seconds.
 PU0335
 PU0335.The orthometric height was determined by differential leveling and
 PU0335.adjusted by the NATIONAL GEODETIC SURVEY
 PU0335.in June 1991.
 PU0335
 PU0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0335.GEOID18 height accuracy estimate available here.
 PU0335
 PU0335.Click photographs - Photos may exist for this station.
 PU0335
 PU0335.The dynamic height is computed by dividing the NAVD 88
 PU0335.geopotential number by the normal gravity value computed on the
 PU0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0335.degrees latitude (g = 980.6199 gals.).
 PU0335
 PU0335.The modeled gravity was interpolated from observed gravity values.
 PU0335
 PU0335;                    North         East    Units  Estimated Accuracy
 PU0335;SPC SD S     -   192,540.      436,160.      MT  (+/- 180 meters Scaled)
 PU0335
 PU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ100805(NAD 83)
 PU0335
 PU0335                          SUPERSEDED SURVEY CONTROL
 PU0335
 PU0335  NGVD 29 (??/??/92)  799.073  (m)         2621.63   (f) ADJ UNCH    2 0
 PU0335
 PU0335.Superseded values are not recommended for survey control.
 PU0335
 PU0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0335.See file dsdata.pdf to determine how the superseded data were derived.
 PU0335
 PU0335_MARKER: DB = BENCH MARK DISK
 PU0335_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0335_STAMPING: K 381 1962
 PU0335_MARK LOGO: CGS
 PU0335_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0335_ROD/PIPE-DEPTH: 4.0 meters
 PU0335
 PU0335  HISTORY     - Date     Condition        Report By
 PU0335  HISTORY     - 1962     MONUMENTED       CGS
 PU0335
 PU0335                          STATION DESCRIPTION
 PU0335
 PU0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0335'5.4 MI SE FROM WASTA.
 PU0335'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0335'FROM THE STATION AT WASTA, THENCE 2.15 MILES SOUTHEAST ALONG
 PU0335'A GRAVELED ROAD, 0.4 MILE NORTHWEST OF THE CREST OF A HILL AND
 PU0335'POWER LINE CROSSING OVER THE ROAD, IN THE NORTH SIDE OF SECTION
 PU0335'13, T 1 N, R 14 E, ON THE EAST EDGE OF A BLUFF, 87 1/2 FEET
 PU0335'SOUTH-SOUTHWEST OF A BRACED POWER POLE, 58 FEET EAST OF THE
 PU0335'CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A METAL WITNESS POST,
 PU0335'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 PU0335'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET
 PU0335'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0478 ***********************************************************************
 OS0478  DESIGNATION -  K 382
 OS0478  PID         -  OS0478
 OS0478  STATE/COUNTY-  SD/JACKSON
 OS0478  COUNTRY     -  US
 OS0478  USGS QUAD   -  INTERIOR (2017)
 OS0478
 OS0478                         *CURRENT SURVEY CONTROL
 OS0478  ______________________________________________________________________
 OS0478* NAD 83(1986) POSITION- 43 44 57.2    (N) 101 56 34.4    (W)   HD_HELD2
 OS0478* NAVD 88 ORTHO HEIGHT -   743.479 (meters)     2439.23  (feet) ADJUSTED
 OS0478  ______________________________________________________________________
 OS0478  GEOID HEIGHT    -        -20.019 (meters)                     GEOID18
 OS0478  DYNAMIC HEIGHT  -        743.240 (meters)     2438.45  (feet) COMP
 OS0478  MODELED GRAVITY -    980,274.0   (mgal)                       NAVD 88
 OS0478
 OS0478  VERT ORDER      -  FIRST     CLASS II
 OS0478
 OS0478.The horizontal coordinates were established by autonomous hand held GPS
 OS0478.observations and have an estimated accuracy of +/- 10 meters.
 OS0478
 OS0478.The orthometric height was determined by differential leveling and
 OS0478.adjusted by the NATIONAL GEODETIC SURVEY
 OS0478.in June 1991.
 OS0478
 OS0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0478.GEOID18 height accuracy estimate available here.
 OS0478
 OS0478.Click photographs - Photos may exist for this station.
 OS0478
 OS0478.The dynamic height is computed by dividing the NAVD 88
 OS0478.geopotential number by the normal gravity value computed on the
 OS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0478.degrees latitude (g = 980.6199 gals.).
 OS0478
 OS0478.The modeled gravity was interpolated from observed gravity values.
 OS0478
 OS0478;                    North         East    Units  Estimated Accuracy
 OS0478;SPC SD S     -   158,549.      470,381.      MT  (+/- 10 meters HH2 GPS)
 OS0478
 OS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6306048229(NAD 83)
 OS0478
 OS0478                          SUPERSEDED SURVEY CONTROL
 OS0478
 OS0478  NGVD 29 (??/??/92)  743.017  (m)         2437.71   (f) ADJ UNCH    1 2
 OS0478
 OS0478.Superseded values are not recommended for survey control.
 OS0478
 OS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0478.See file dsdata.pdf to determine how the superseded data were derived.
 OS0478
 OS0478_MARKER: DB = BENCH MARK DISK
 OS0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0478_SP_SET: HEADWALL
 OS0478_STAMPING: K 382 1962
 OS0478_MARK LOGO: CGS
 OS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0478+STABILITY: SURFACE MOTION
 OS0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0478+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2025
 OS0478
 OS0478  HISTORY     - Date     Condition        Report By
 OS0478  HISTORY     - 1962     MONUMENTED       CGS
 OS0478  HISTORY     - 1973     GOOD             NPS
 OS0478  HISTORY     - 1985     GOOD             NGS
 OS0478  HISTORY     - 20130116 GOOD             INDIV
 OS0478  HISTORY     - 20250517 GOOD             INDIV
 OS0478
 OS0478                          STATION DESCRIPTION
 OS0478
 OS0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0478'2.8 MI NE FROM INTERIOR.
 OS0478'ABOUT 0.25 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0478'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 2.55 MILES
 OS0478'NORTHEAST ALONG STATE HIGHWAY 40, OR 1.3 MILES NORTHEAST ALONG
 OS0478'U.S. HIGHWAY 16 A AND STATE HIGHWAY 40, OR 1.3 MILES NORTHEAST
 OS0478'ALONG U.S. HIGHWAY 16 A AND STATE HIGHWAY 40 FROM THE RANGER
 OS0478'STATION AT CEDAR PASS, 266 FEET WEST OF THE WEST CORNER OF THE
 OS0478'CEDAR PASS RANGER STATION, 34 FEET SOUTHEAST OF THE CENTER LINE
 OS0478'OF THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 OS0478'AND SET IN THE TOP OF THE SOUTHEAST CONCRETE HEADWALL OF A
 OS0478'DOUBLE-CHANNEL CULVERT.
 OS0478
 OS0478                          STATION RECOVERY (1973)
 OS0478
 OS0478'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 OS0478'RECOVERED IN GOOD CONDITION.
 OS0478
 OS0478                          STATION RECOVERY (1985)
 OS0478
 OS0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0478'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0478'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0478'HIGHWAY 44 IN INTERIOR, THENCE 0.45 KM (0.3 MI) NORTHEAST ALONG STATE
 OS0478'HIGHWAY 240, IN THE TOP CENTER OF THE SOUTHEAST HEADWALL FOR A SMALL
 OS0478'DOUBLE BOX CULVERT, 10.3 METERS (34 FT) SOUTHEAST OF THE HIGHWAY
 OS0478'CENTERLINE, 81.1 METERS (266 FT) WEST OF THE WEST CORNER OF THE CEDAR
 OS0478'PASS RANGER STATION AND 23.8 METERS (78 FT) SOUTHWEST OF THE CENTER OF
 OS0478'A PAVED ROAD LEADING SOUTHEAST.
 OS0478'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OS0478
 OS0478                          STATION RECOVERY (2013)
 OS0478
 OS0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0478'RECOVERED IN GOOD CONDITION.
 OS0478
 OS0478                          STATION RECOVERY (2025)
 OS0478
 OS0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (GM)
 OS0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0726 ***********************************************************************
 PT0726  DESIGNATION -  K 383
 PT0726  PID         -  PT0726
 PT0726  STATE/COUNTY-  SD/HAAKON
 PT0726  COUNTRY     -  US
 PT0726  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0726
 PT0726                         *CURRENT SURVEY CONTROL
 PT0726  ______________________________________________________________________
 PT0726* NAD 83(1986) POSITION- 44 10 57.94   (N) 101 44 53.02   (W)   HD_HELD1
 PT0726* NAVD 88 ORTHO HEIGHT -   735.077 (meters)     2411.67  (feet) ADJUSTED
 PT0726  ______________________________________________________________________
 PT0726  GEOID HEIGHT    -        -20.740 (meters)                     GEOID18
 PT0726  DYNAMIC HEIGHT  -        734.867 (meters)     2410.98  (feet) COMP
 PT0726  MODELED GRAVITY -    980,307.9   (mgal)                       NAVD 88
 PT0726
 PT0726  VERT ORDER      -  SECOND    CLASS 0
 PT0726
 PT0726.The horizontal coordinates were determined by differentially corrected
 PT0726.hand held GPS observations or other comparable positioning techniques
 PT0726.and have an estimated accuracy of +/- 3 meters.
 PT0726
 PT0726.The orthometric height was determined by differential leveling and
 PT0726.adjusted by the NATIONAL GEODETIC SURVEY
 PT0726.in June 1991.
 PT0726
 PT0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0726.GEOID18 height accuracy estimate available here.
 PT0726
 PT0726.Click photographs - Photos may exist for this station.
 PT0726
 PT0726.The dynamic height is computed by dividing the NAVD 88
 PT0726.geopotential number by the normal gravity value computed on the
 PT0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0726.degrees latitude (g = 980.6199 gals.).
 PT0726
 PT0726.The modeled gravity was interpolated from observed gravity values.
 PT0726
 PT0726;                    North         East    Units  Estimated Accuracy
 PT0726;SPC SD S     -   206,424.4     486,889.5     MT  (+/- 3 meters HH1 GPS) 
 PT0726
 PT0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8035195844(NAD 83)
 PT0726
 PT0726                          SUPERSEDED SURVEY CONTROL
 PT0726
 PT0726  NGVD 29 (??/??/92)  734.616  (m)         2410.15   (f) ADJ UNCH    2 0
 PT0726
 PT0726.Superseded values are not recommended for survey control.
 PT0726
 PT0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0726.See file dsdata.pdf to determine how the superseded data were derived.
 PT0726
 PT0726_MARKER: DB = BENCH MARK DISK
 PT0726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0726_STAMPING: K 383 1962
 PT0726_MARK LOGO: CGS
 PT0726_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0726+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 PT0726_ROD/PIPE-DEPTH: 3.2 meters
 PT0726
 PT0726  HISTORY     - Date     Condition        Report By
 PT0726  HISTORY     - 1962     MONUMENTED       CGS
 PT0726  HISTORY     - 20160511 GOOD             INDIV
 PT0726
 PT0726                          STATION DESCRIPTION
 PT0726
 PT0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0726'14 MI NW FROM PHILIP.
 PT0726'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0726'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 4.0 MILES
 PT0726'WEST ALONG A GRAVELED ROAD, IN SECTION 31, T 3 N, R 20 E, AT
 PT0726'A ROAD INTERSECTION 48 FEET SOUTH OF THE CENTER LINE OF THE
 PT0726'ROAD, 40 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 PT0726'6 FEET NORTHWEST OF A TELEPHONE POLE BRACED WITH 1 GUY WIRE,
 PT0726'1 1/2 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS
 PT0726'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE
 PT0726'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 PT0726'OF 10 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PT0726'4 INCHES.
 PT0726
 PT0726                          STATION RECOVERY (2016)
 PT0726
 PT0726'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RJT)
 PT0726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0765 ***********************************************************************
 PT0765  DESIGNATION -  K 384
 PT0765  PID         -  PT0765
 PT0765  STATE/COUNTY-  SD/HAAKON
 PT0765  COUNTRY     -  US
 PT0765  USGS QUAD   -  PHILIP (2017)
 PT0765
 PT0765                         *CURRENT SURVEY CONTROL
 PT0765  ______________________________________________________________________
 PT0765* NAD 83(1986) POSITION- 44 02 09.     (N) 101 41 51.     (W)   SCALED
 PT0765* NAVD 88 ORTHO HEIGHT -   684.365 (meters)     2245.29  (feet) ADJUSTED
 PT0765  ______________________________________________________________________
 PT0765  GEOID HEIGHT    -        -20.981 (meters)                     GEOID18
 PT0765  DYNAMIC HEIGHT  -        684.168 (meters)     2244.64  (feet) COMP
 PT0765  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 PT0765
 PT0765  VERT ORDER      -  SECOND    CLASS 0
 PT0765
 PT0765.The horizontal coordinates were scaled from a map and have
 PT0765.an estimated accuracy of +/- 6 seconds.
 PT0765
 PT0765.The orthometric height was determined by differential leveling and
 PT0765.adjusted by the NATIONAL GEODETIC SURVEY
 PT0765.in June 1991.
 PT0765
 PT0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0765.GEOID18 height accuracy estimate available here.
 PT0765
 PT0765.Click photographs - Photos may exist for this station.
 PT0765
 PT0765.The dynamic height is computed by dividing the NAVD 88
 PT0765.geopotential number by the normal gravity value computed on the
 PT0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0765.degrees latitude (g = 980.6199 gals.).
 PT0765
 PT0765.The modeled gravity was interpolated from observed gravity values.
 PT0765
 PT0765;                    North         East    Units  Estimated Accuracy
 PT0765;SPC SD S     -   190,030.      490,660.      MT  (+/- 180 meters Scaled)
 PT0765
 PT0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP838793(NAD 83)
 PT0765
 PT0765                          SUPERSEDED SURVEY CONTROL
 PT0765
 PT0765  NGVD 29 (??/??/92)  683.917  (m)         2243.82   (f) ADJ UNCH    2 0
 PT0765
 PT0765.Superseded values are not recommended for survey control.
 PT0765
 PT0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0765.See file dsdata.pdf to determine how the superseded data were derived.
 PT0765
 PT0765_MARKER: DB = BENCH MARK DISK
 PT0765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0765+WITH SETTING: INFORMATION.
 PT0765_STAMPING: K 384 1962
 PT0765_MARK LOGO: CGS
 PT0765_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0765_ROD/PIPE-DEPTH: 2.4 meters
 PT0765
 PT0765  HISTORY     - Date     Condition        Report By
 PT0765  HISTORY     - 1962     MONUMENTED       CGS
 PT0765
 PT0765                          STATION DESCRIPTION
 PT0765
 PT0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0765'1.9 MI SW FROM PHILIP.
 PT0765'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0765'NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0765'ALONG WEST PINE STREET, THENCE 0.9 MILE SOUTHWEST ALONG U.S.
 PT0765'HIGHWAY 14, IN SECTION 22, T 1 N, R 20 E, 73 FEET SOUTHEAST OF
 PT0765'THE CENTER LINE OF THE HIGHWAY, 56 FEET EAST OF THE SOUTHEAST
 PT0765'END OF 2 CONCRETE CULVERTS UNDER THE HIGHWAY, 41 FEET SOUTHWEST
 PT0765'OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE, 0.9 FOOT NORTHEAST
 PT0765'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PT0765'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS
 PT0765'DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE WHICH
 PT0765'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0142 ***********************************************************************
 OT0142  DESIGNATION -  K 385
 OT0142  PID         -  OT0142
 OT0142  STATE/COUNTY-  SD/PENNINGTON
 OT0142  COUNTRY     -  US
 OT0142  USGS QUAD   -  WALL SW (2017)
 OT0142
 OT0142                         *CURRENT SURVEY CONTROL
 OT0142  ______________________________________________________________________
 OT0142* NAD 83(1986) POSITION- 43 49 13.     (N) 102 09 32.     (W)   SCALED
 OT0142* NAVD 88 ORTHO HEIGHT -   843.387 (meters)     2767.01  (feet) ADJUSTED
 OT0142  ______________________________________________________________________
 OT0142  GEOID HEIGHT    -        -19.313 (meters)                     GEOID18
 OT0142  DYNAMIC HEIGHT  -        843.112 (meters)     2766.11  (feet) COMP
 OT0142  MODELED GRAVITY -    980,263.7   (mgal)                       NAVD 88
 OT0142
 OT0142  VERT ORDER      -  SECOND    CLASS 0
 OT0142
 OT0142.The horizontal coordinates were scaled from a map and have
 OT0142.an estimated accuracy of +/- 6 seconds.
 OT0142
 OT0142.The orthometric height was determined by differential leveling and
 OT0142.adjusted by the NATIONAL GEODETIC SURVEY
 OT0142.in June 1991.
 OT0142
 OT0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0142.GEOID18 height accuracy estimate available here.
 OT0142
 OT0142.Click photographs - Photos may exist for this station.
 OT0142
 OT0142.The dynamic height is computed by dividing the NAVD 88
 OT0142.geopotential number by the normal gravity value computed on the
 OT0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0142.degrees latitude (g = 980.6199 gals.).
 OT0142
 OT0142.The modeled gravity was interpolated from observed gravity values.
 OT0142
 OT0142;                    North         East    Units  Estimated Accuracy
 OT0142;SPC SD S     -   166,800.      453,160.      MT  (+/- 180 meters Scaled)
 OT0142
 OT0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ284558(NAD 83)
 OT0142
 OT0142                          SUPERSEDED SURVEY CONTROL
 OT0142
 OT0142  NGVD 29 (??/??/92)  842.916  (m)         2765.47   (f) ADJ UNCH    2 0
 OT0142
 OT0142.Superseded values are not recommended for survey control.
 OT0142
 OT0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0142.See file dsdata.pdf to determine how the superseded data were derived.
 OT0142
 OT0142_MARKER: DB = BENCH MARK DISK
 OT0142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0142_SP_SET: CATTLE GUARD ABUTMENT
 OT0142_STAMPING: K 385 1962
 OT0142_MARK LOGO: CGS
 OT0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0142+STABILITY: SURFACE MOTION
 OT0142
 OT0142  HISTORY     - Date     Condition        Report By
 OT0142  HISTORY     - 1962     MONUMENTED       CGS
 OT0142
 OT0142                          STATION DESCRIPTION
 OT0142
 OT0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0142'13.6 MI S FROM QUINN.
 OT0142'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0142'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0142'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0142'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0142'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8
 OT0142'MILES SOUTH ALONG A BLADED DIRT ROAD IN SECTION 2, T 3 S, R 16 E,
 OT0142'AT THE JUNCTION OF A T ROAD LEADING EAST, 11 FEET WEST OF THE
 OT0142'CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER
 OT0142'LINE OF THE T ROAD LEADING EAST, 51 FEET WEST OF A POWER POLE,
 OT0142'23 FEET EAST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD, AND
 OT0142'SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A CATTLE
 OT0142'GUARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0581 ***********************************************************************
 OS0581  DESIGNATION -  K 386
 OS0581  PID         -  OS0581
 OS0581  STATE/COUNTY-  SD/JACKSON
 OS0581  COUNTRY     -  US
 OS0581  USGS QUAD   -  COTTONWOOD (2017)
 OS0581
 OS0581                         *CURRENT SURVEY CONTROL
 OS0581  ______________________________________________________________________
 OS0581* NAD 83(1986) POSITION- 43 57 48.     (N) 101 52 44.     (W)   SCALED
 OS0581* NAVD 88 ORTHO HEIGHT -   728.622 (meters)     2390.49  (feet) ADJUSTED
 OS0581  ______________________________________________________________________
 OS0581  GEOID HEIGHT    -        -20.305 (meters)                     GEOID18
 OS0581  DYNAMIC HEIGHT  -        728.399 (meters)     2389.76  (feet) COMP
 OS0581  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 OS0581
 OS0581  VERT ORDER      -  SECOND    CLASS 0
 OS0581
 OS0581.The horizontal coordinates were scaled from a map and have
 OS0581.an estimated accuracy of +/- 6 seconds.
 OS0581
 OS0581.The orthometric height was determined by differential leveling and
 OS0581.adjusted by the NATIONAL GEODETIC SURVEY
 OS0581.in June 1991.
 OS0581
 OS0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0581.GEOID18 height accuracy estimate available here.
 OS0581
 OS0581.Click photographs - Photos may exist for this station.
 OS0581
 OS0581.The dynamic height is computed by dividing the NAVD 88
 OS0581.geopotential number by the normal gravity value computed on the
 OS0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0581.degrees latitude (g = 980.6199 gals.).
 OS0581
 OS0581.The modeled gravity was interpolated from observed gravity values.
 OS0581
 OS0581;                    North         East    Units  Estimated Accuracy
 OS0581;SPC SD S     -   182,240.      475,980.      MT  (+/- 180 meters Scaled)
 OS0581
 OS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP690718(NAD 83)
 OS0581
 OS0581                          SUPERSEDED SURVEY CONTROL
 OS0581
 OS0581  NGVD 29 (??/??/92)  728.167  (m)         2388.99   (f) ADJ UNCH    2 0
 OS0581
 OS0581.Superseded values are not recommended for survey control.
 OS0581
 OS0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0581.See file dsdata.pdf to determine how the superseded data were derived.
 OS0581
 OS0581_MARKER: DB = BENCH MARK DISK
 OS0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0581_STAMPING: K 386 1962
 OS0581_MARK LOGO: CGS
 OS0581_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0581+STABILITY: SURFACE MOTION
 OS0581
 OS0581  HISTORY     - Date     Condition        Report By
 OS0581  HISTORY     - 1962     MONUMENTED       CGS
 OS0581
 OS0581                          STATION DESCRIPTION
 OS0581
 OS0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0581'1.5 MI E FROM COTTONWOOD.
 OS0581'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0581'AT COTTONWOOD, THENCE 1.3 MILES EAST ALONG U.S. HIGHWAY 14,
 OS0581'IN SECTION 7, T 1 S, R 19 E, 73 FEET NORTH OF THE CENTER LINE
 OS0581'OF THE HIGHWAY, 33 FEET EAST OF THE CENTER OF A WIRE GATE
 OS0581'AND FIELD ENTRANCE, 1 1/2 FEET SOUTH OF A FENCE, 1.8 FEET WEST
 OS0581'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 OS0581'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0581'8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0463 ***********************************************************************
 PT0463  DESIGNATION -  K 387
 PT0463  PID         -  PT0463
 PT0463  STATE/COUNTY-  SD/HAAKON
 PT0463  COUNTRY     -  US
 PT0463  USGS QUAD   -  POWELL (2017)
 PT0463
 PT0463                         *CURRENT SURVEY CONTROL
 PT0463  ______________________________________________________________________
 PT0463* NAD 83(1986) POSITION- 44 03 21.     (N) 101 27 19.     (W)   SCALED
 PT0463* NAVD 88 ORTHO HEIGHT -   650.544 (meters)     2134.33  (feet) ADJUSTED
 PT0463  ______________________________________________________________________
 PT0463  GEOID HEIGHT    -        -21.878 (meters)                     GEOID18
 PT0463  DYNAMIC HEIGHT  -        650.349 (meters)     2133.69  (feet) COMP
 PT0463  MODELED GRAVITY -    980,297.2   (mgal)                       NAVD 88
 PT0463
 PT0463  VERT ORDER      -  SECOND    CLASS 0
 PT0463
 PT0463.The horizontal coordinates were scaled from a map and have
 PT0463.an estimated accuracy of +/- 6 seconds.
 PT0463
 PT0463.The orthometric height was determined by differential leveling and
 PT0463.adjusted by the NATIONAL GEODETIC SURVEY
 PT0463.in June 1991.
 PT0463
 PT0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0463.GEOID18 height accuracy estimate available here.
 PT0463
 PT0463.Click photographs - Photos may exist for this station.
 PT0463
 PT0463.The dynamic height is computed by dividing the NAVD 88
 PT0463.geopotential number by the normal gravity value computed on the
 PT0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0463.degrees latitude (g = 980.6199 gals.).
 PT0463
 PT0463.The modeled gravity was interpolated from observed gravity values.
 PT0463
 PT0463;                    North         East    Units  Estimated Accuracy
 PT0463;SPC SD S     -   191,970.      510,110.      MT  (+/- 180 meters Scaled)
 PT0463
 PT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP033810(NAD 83)
 PT0463
 PT0463                          SUPERSEDED SURVEY CONTROL
 PT0463
 PT0463  NGVD 29 (??/??/92)  650.087  (m)         2132.83   (f) ADJ UNCH    2 0
 PT0463
 PT0463.Superseded values are not recommended for survey control.
 PT0463
 PT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0463.See file dsdata.pdf to determine how the superseded data were derived.
 PT0463
 PT0463_MARKER: DB = BENCH MARK DISK
 PT0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0463_STAMPING: K 387 1962
 PT0463_MARK LOGO: CGS
 PT0463_PROJECTION: PROJECTING 122 CENTIMETERS
 PT0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0463+STABILITY: SURFACE MOTION
 PT0463
 PT0463  HISTORY     - Date     Condition        Report By
 PT0463  HISTORY     - 1962     MONUMENTED       CGS
 PT0463
 PT0463                          STATION DESCRIPTION
 PT0463
 PT0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0463'12.7 MI E FROM PHILIP.
 PT0463'11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0463'FROM THE STATION AT PHILIP, THENCE 0.55 MILE NORTH ALONG A
 PT0463'GRAVELED ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0463'0.25 MILE NORTHWEST ALONG A TRAIL ROAD IN SECTION 11, T 1 N, R
 PT0463'22 E, 8 FEET SOUTH OF THE TRAIL ROAD, ABOUT LEVEL WITH THE TRAIL
 PT0463'ROAD, AND SET IN THE TOP OF THE BASE OF AN 18-INCH CONCRETE
 PT0463'CYLINDER PROJECTING 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0188 ***********************************************************************
 OT0188  DESIGNATION -  K 388
 OT0188  PID         -  OT0188
 OT0188  STATE/COUNTY-  SD/PENNINGTON
 OT0188  COUNTRY     -  US
 OT0188  USGS QUAD   -  WALL NE (2017)
 OT0188
 OT0188                         *CURRENT SURVEY CONTROL
 OT0188  ______________________________________________________________________
 OT0188* NAD 83(1986) POSITION- 43 59 40.     (N) 102 04 05.     (W)   SCALED
 OT0188* NAVD 88 ORTHO HEIGHT -   775.386 (meters)     2543.91  (feet) ADJUSTED
 OT0188  ______________________________________________________________________
 OT0188  GEOID HEIGHT    -        -19.613 (meters)                     GEOID18
 OT0188  DYNAMIC HEIGHT  -        775.153 (meters)     2543.15  (feet) COMP
 OT0188  MODELED GRAVITY -    980,292.9   (mgal)                       NAVD 88
 OT0188
 OT0188  VERT ORDER      -  SECOND    CLASS 0
 OT0188
 OT0188.The horizontal coordinates were scaled from a map and have
 OT0188.an estimated accuracy of +/- 6 seconds.
 OT0188
 OT0188.The orthometric height was determined by differential leveling and
 OT0188.adjusted by the NATIONAL GEODETIC SURVEY
 OT0188.in June 1991.
 OT0188
 OT0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0188.GEOID18 height accuracy estimate available here.
 OT0188
 OT0188.Click photographs - Photos may exist for this station.
 OT0188
 OT0188.The dynamic height is computed by dividing the NAVD 88
 OT0188.geopotential number by the normal gravity value computed on the
 OT0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0188.degrees latitude (g = 980.6199 gals.).
 OT0188
 OT0188.The modeled gravity was interpolated from observed gravity values.
 OT0188
 OT0188;                    North         East    Units  Estimated Accuracy
 OT0188;SPC SD S     -   185,990.      460,870.      MT  (+/- 180 meters Scaled)
 OT0188
 OT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ350754(NAD 83)
 OT0188
 OT0188                          SUPERSEDED SURVEY CONTROL
 OT0188
 OT0188  NGVD 29 (??/??/92)  774.931  (m)         2542.42   (f) ADJ UNCH    2 0
 OT0188
 OT0188.Superseded values are not recommended for survey control.
 OT0188
 OT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0188.See file dsdata.pdf to determine how the superseded data were derived.
 OT0188
 OT0188_MARKER: DB = BENCH MARK DISK
 OT0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0188_STAMPING: K 388 1962
 OT0188_MARK LOGO: CGS
 OT0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0188+STABILITY: SURFACE MOTION
 OT0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0188+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2017
 OT0188
 OT0188  HISTORY     - Date     Condition        Report By
 OT0188  HISTORY     - 1962     MONUMENTED       CGS
 OT0188  HISTORY     - 20170808 GOOD             SDDT
 OT0188
 OT0188                          STATION DESCRIPTION
 OT0188
 OT0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0188'5.3 MI NE FROM QUINN.
 OT0188'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0188'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 1.7
 OT0188'MILES NORTH ALONG A GRAVELED ROAD, AT THE WEST END OF A 4 MILE
 OT0188'JOG IN THE ROAD TO THE WEST, 100 FEET SOUTH WEST OF THE CENTER
 OT0188'LINE OF A CURVE IN THE ROAD WITH TANGENT TO THE NORTH, 23 FEET
 OT0188'SOUTHWEST OF A POWER POLE BRACED BY 4 GUY WIRES, 1.5 FEET
 OT0188'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 OT0188'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OT0188'PROJECTING 7 INCHES.
 OT0188
 OT0188                          STATION RECOVERY (2017)
 OT0188
 OT0188'RECOVERY NOTE BY SD DEPT OF TRANSP 2017 (JCC)
 OT0188'FOUND AS DESCRIBED, POWER POLE DESCRIBED IN 1962 IS STILL IN PLACE BUT
 OT0188'IN ROUGH SHAPE. WITNESS POST IS BROKE OFF BUT CONCRETE BASE IS STILL
 OT0188'VISIBLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0544 ***********************************************************************
 OS0544  DESIGNATION -  K 389
 OS0544  PID         -  OS0544
 OS0544  STATE/COUNTY-  SD/JACKSON
 OS0544  COUNTRY     -  US
 OS0544  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0544
 OS0544                         *CURRENT SURVEY CONTROL
 OS0544  ______________________________________________________________________
 OS0544* NAD 83(1986) POSITION- 43 50 33.     (N) 101 50 02.     (W)   SCALED
 OS0544* NAVD 88 ORTHO HEIGHT -   765.562 (meters)     2511.68  (feet) ADJUSTED
 OS0544  ______________________________________________________________________
 OS0544  GEOID HEIGHT    -        -20.408 (meters)                     GEOID18
 OS0544  DYNAMIC HEIGHT  -        765.321 (meters)     2510.89  (feet) COMP
 OS0544  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OS0544
 OS0544  VERT ORDER      -  SECOND    CLASS 0
 OS0544
 OS0544.The horizontal coordinates were scaled from a map and have
 OS0544.an estimated accuracy of +/- 6 seconds.
 OS0544
 OS0544.The orthometric height was determined by differential leveling and
 OS0544.adjusted by the NATIONAL GEODETIC SURVEY
 OS0544.in June 1991.
 OS0544
 OS0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0544.GEOID18 height accuracy estimate available here.
 OS0544
 OS0544.Click photographs - Photos may exist for this station.
 OS0544
 OS0544.The dynamic height is computed by dividing the NAVD 88
 OS0544.geopotential number by the normal gravity value computed on the
 OS0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0544.degrees latitude (g = 980.6199 gals.).
 OS0544
 OS0544.The modeled gravity was interpolated from observed gravity values.
 OS0544
 OS0544;                    North         East    Units  Estimated Accuracy
 OS0544;SPC SD S     -   168,750.      479,350.      MT  (+/- 180 meters Scaled)
 OS0544
 OS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP721582(NAD 83)
 OS0544
 OS0544                          SUPERSEDED SURVEY CONTROL
 OS0544
 OS0544  NGVD 29 (??/??/92)  765.120  (m)         2510.23   (f) ADJ UNCH    2 0
 OS0544
 OS0544.Superseded values are not recommended for survey control.
 OS0544
 OS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0544.See file dsdata.pdf to determine how the superseded data were derived.
 OS0544
 OS0544_MARKER: DB = BENCH MARK DISK
 OS0544_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OS0544+WITH SETTING: PAVEMENT
 OS0544_SP_SET: CONCRETE BASE
 OS0544_STAMPING: K 389 1962
 OS0544_MARK LOGO: CGS
 OS0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0544+STABILITY: SURFACE MOTION
 OS0544
 OS0544  HISTORY     - Date     Condition        Report By
 OS0544  HISTORY     - 1962     MONUMENTED       CGS
 OS0544  HISTORY     - 1962     GOOD             CGS
 OS0544  HISTORY     - 1985     GOOD             NGS
 OS0544
 OS0544                          STATION DESCRIPTION
 OS0544
 OS0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0544'18.2 MI W FROM KADOKA.
 OS0544'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0544'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0544'THENCE 16.8 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0544'40, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD TO A WIRE GATE
 OS0544'ON THE EAST SIDE OF THE ROAD, THENCE 0.3 MILE EAST ACROSS COUNTRY,
 OS0544'IN SECTION 27, T 2 S, R 19 E, 0.1 MILE NORTHEAST OF D 5 R 1961,
 OS0544'IN A EAST-WEST FENCE LINE, AND SET FLUSH WITH THE GROUND IN
 OS0544'THE SOUTH EDGE OF THE BASE OF AN 18-INCH CONCRETE CYLINDER.
 OS0544
 OS0544                          STATION RECOVERY (1985)
 OS0544
 OS0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0544'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0544'NEW DESCRIPTION FOLLOWS.  22.25 KM (13.9 MI) WEST ALONG I-90 FROM THE
 OS0544'JUNCTION OF STATE HIGHWAY 73 SOUTH AT KADOKA, THENCE 0.1 KM (0.05 MI)
 OS0544'NORTH ALONG COUNTY ROAD CH13, THENCE 3.2 KM (2.0 MI) EAST ALONG THE
 OS0544'NORTH FRONTAGE ROAD, THENCE 0.7 KM (0.45 MI) NORTH ALONG A GRAVEL
 OS0544'ROAD, THENCE 0.5 KM (0.3 MI) EAST ALONG A HALF SECTION LINE, IN TOP OF
 OS0544'THE SOUTH EDGE OF THE CONCRETE BASE FOR A 18-INCH IN DIAMETER
 OS0544'THEODOLITE PEDESTAL PROJECTING 4-FEET ABOVE THE GROUND AND 0.3 METER
 OS0544'(1 FT) NORTH OF THE FENCE.
 OS0544'THE MARK IS ABOVE LEVEL WITH TH GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0068 ***********************************************************************
 PU0068  DESIGNATION -  K 390
 PU0068  PID         -  PU0068
 PU0068  STATE/COUNTY-  SD/MEADE
 PU0068  COUNTRY     -  US
 PU0068  USGS QUAD   -  AVANCE (2017)
 PU0068
 PU0068                         *CURRENT SURVEY CONTROL
 PU0068  ______________________________________________________________________
 PU0068* NAD 83(1986) POSITION- 44 59 39.     (N) 102 12 30.     (W)   SCALED
 PU0068* NAVD 88 ORTHO HEIGHT -   787.148 (meters)     2582.50  (feet) ADJUSTED
 PU0068  ______________________________________________________________________
 PU0068  GEOID HEIGHT    -        -19.056 (meters)                     GEOID18
 PU0068  DYNAMIC HEIGHT  -        786.986 (meters)     2581.97  (feet) COMP
 PU0068  MODELED GRAVITY -    980,385.3   (mgal)                       NAVD 88
 PU0068
 PU0068  VERT ORDER      -  SECOND    CLASS 0
 PU0068
 PU0068.The horizontal coordinates were scaled from a map and have
 PU0068.an estimated accuracy of +/- 6 seconds.
 PU0068
 PU0068.The orthometric height was determined by differential leveling and
 PU0068.adjusted by the NATIONAL GEODETIC SURVEY
 PU0068.in June 1991.
 PU0068
 PU0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0068.GEOID18 height accuracy estimate available here.
 PU0068
 PU0068.Click photographs - Photos may exist for this station.
 PU0068
 PU0068.The dynamic height is computed by dividing the NAVD 88
 PU0068.geopotential number by the normal gravity value computed on the
 PU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0068.degrees latitude (g = 980.6199 gals.).
 PU0068
 PU0068.The modeled gravity was interpolated from observed gravity values.
 PU0068
 PU0068;                    North         East    Units  Estimated Accuracy
 PU0068;SPC SD N     -   131,370.      425,890.      MT  (+/- 180 meters Scaled)
 PU0068
 PU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK200860(NAD 83)
 PU0068
 PU0068                          SUPERSEDED SURVEY CONTROL
 PU0068
 PU0068  NGVD 29 (??/??/92)  786.687  (m)         2580.99   (f) ADJ UNCH    2 0
 PU0068
 PU0068.Superseded values are not recommended for survey control.
 PU0068
 PU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0068.See file dsdata.pdf to determine how the superseded data were derived.
 PU0068
 PU0068_MARKER: DB = BENCH MARK DISK
 PU0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0068_STAMPING: K 390 1963
 PU0068_MARK LOGO: CGS
 PU0068_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0068+STABILITY: SURFACE MOTION
 PU0068
 PU0068  HISTORY     - Date     Condition        Report By
 PU0068  HISTORY     - 1963     MONUMENTED       CGS
 PU0068
 PU0068                          STATION DESCRIPTION
 PU0068
 PU0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0068'10.4 MI SW FROM FAITH.
 PU0068'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0068'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 2.0
 PU0068'MILES SOUTH ALONG A GRAVELED ROAD, ABOUT 50 YARDS NORTHWEST OF THE
 PU0068'NORTHWEST EDGE OF A SMALL POND, 55 FEET EAST OF THE CENTER LINE OF
 PU0068'THE ROAD, 27 FEET NORTH OF THE CENTER OF A WIRE GATE, 36 FEET
 PU0068'NORTH OF A T SECTION LINE FENCE LEADING EAST, 1 1/2 FEET WEST OF A
 PU0068'FENCE, 1.8 NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU0068'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0068'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0129 ***********************************************************************
 PU0129  DESIGNATION -  K 391
 PU0129  PID         -  PU0129
 PU0129  STATE/COUNTY-  SD/MEADE
 PU0129  COUNTRY     -  US
 PU0129  USGS QUAD   -  MARCUS (2017)
 PU0129
 PU0129                         *CURRENT SURVEY CONTROL
 PU0129  ______________________________________________________________________
 PU0129* NAD 83(1986) POSITION- 44 39 42.     (N) 102 16 55.     (W)   SCALED
 PU0129* NAVD 88 ORTHO HEIGHT -   745.152 (meters)     2444.72  (feet) ADJUSTED
 PU0129  ______________________________________________________________________
 PU0129  GEOID HEIGHT    -        -19.152 (meters)                     GEOID18
 PU0129  DYNAMIC HEIGHT  -        744.971 (meters)     2444.13  (feet) COMP
 PU0129  MODELED GRAVITY -    980,350.5   (mgal)                       NAVD 88
 PU0129
 PU0129  VERT ORDER      -  SECOND    CLASS 0
 PU0129
 PU0129.The horizontal coordinates were scaled from a map and have
 PU0129.an estimated accuracy of +/- 6 seconds.
 PU0129
 PU0129.The orthometric height was determined by differential leveling and
 PU0129.adjusted by the NATIONAL GEODETIC SURVEY
 PU0129.in June 1991.
 PU0129
 PU0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0129.GEOID18 height accuracy estimate available here.
 PU0129
 PU0129.Click photographs - Photos may exist for this station.
 PU0129
 PU0129.The dynamic height is computed by dividing the NAVD 88
 PU0129.geopotential number by the normal gravity value computed on the
 PU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0129.degrees latitude (g = 980.6199 gals.).
 PU0129
 PU0129.The modeled gravity was interpolated from observed gravity values.
 PU0129
 PU0129;                    North         East    Units  Estimated Accuracy
 PU0129;SPC SD N     -    94,600.      419,050.      MT  (+/- 180 meters Scaled)
 PU0129
 PU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK154489(NAD 83)
 PU0129
 PU0129                          SUPERSEDED SURVEY CONTROL
 PU0129
 PU0129  NGVD 29 (??/??/92)  744.686  (m)         2443.19   (f) ADJ UNCH    2 0
 PU0129
 PU0129.Superseded values are not recommended for survey control.
 PU0129
 PU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0129.See file dsdata.pdf to determine how the superseded data were derived.
 PU0129
 PU0129_MARKER: DB = BENCH MARK DISK
 PU0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0129_SP_SET: BRIDGE
 PU0129_STAMPING: K 391 1963
 PU0129_MARK LOGO: CGS
 PU0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0129
 PU0129  HISTORY     - Date     Condition        Report By
 PU0129  HISTORY     - 1963     MONUMENTED       CGS
 PU0129
 PU0129                          STATION DESCRIPTION
 PU0129
 PU0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0129'0.8 MI NW FROM MARCUS.
 PU0129'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0129'POST OFFICE AT MARCUS, THENCE 0.25 MILE NORTH ALONG A GRAVELED
 PU0129'ROAD, IN SECTION 10, T 8 N, R 15 E, 15 FEET WEST OF THE CENTER
 PU0129'LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 PU0129'SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A
 PU0129'CONCRETE BRIDGE OVER A CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0297 ***********************************************************************
 OT0297  DESIGNATION -  K 392
 OT0297  PID         -  OT0297
 OT0297  STATE/COUNTY-  SD/PENNINGTON
 OT0297  COUNTRY     -  US
 OT0297  USGS QUAD   -  HERMOSA NW (2017)
 OT0297
 OT0297                         *CURRENT SURVEY CONTROL
 OT0297  ______________________________________________________________________
 OT0297* NAD 83(1986) POSITION- 43 53 11.     (N) 103 11 35.     (W)   SCALED
 OT0297* NAVD 88 ORTHO HEIGHT -  1056.516 (meters)     3466.25  (feet) ADJUSTED
 OT0297  ______________________________________________________________________
 OT0297  GEOID HEIGHT    -        -16.048 (meters)                     GEOID18
 OT0297  DYNAMIC HEIGHT  -       1056.119 (meters)     3464.95  (feet) COMP
 OT0297  MODELED GRAVITY -    980,206.4   (mgal)                       NAVD 88
 OT0297
 OT0297  VERT ORDER      -  FIRST     CLASS II
 OT0297
 OT0297.The horizontal coordinates were scaled from a map and have
 OT0297.an estimated accuracy of +/- 6 seconds.
 OT0297
 OT0297.The orthometric height was determined by differential leveling and
 OT0297.adjusted by the NATIONAL GEODETIC SURVEY
 OT0297.in June 1991.
 OT0297
 OT0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0297.GEOID18 height accuracy estimate available here.
 OT0297
 OT0297.Click photographs - Photos may exist for this station.
 OT0297
 OT0297.The dynamic height is computed by dividing the NAVD 88
 OT0297.geopotential number by the normal gravity value computed on the
 OT0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0297.degrees latitude (g = 980.6199 gals.).
 OT0297
 OT0297.The modeled gravity was interpolated from observed gravity values.
 OT0297
 OT0297;                    North         East    Units  Estimated Accuracy
 OT0297;SPC SD S     -   176,490.      370,260.      MT  (+/- 180 meters Scaled)
 OT0297
 OT0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ451608(NAD 83)
 OT0297
 OT0297                          SUPERSEDED SURVEY CONTROL
 OT0297
 OT0297  NGVD 29 (??/??/92) 1056.011  (m)         3464.60   (f) ADJ UNCH    1 2
 OT0297
 OT0297.Superseded values are not recommended for survey control.
 OT0297
 OT0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0297.See file dsdata.pdf to determine how the superseded data were derived.
 OT0297
 OT0297_MARKER: DB = BENCH MARK DISK
 OT0297_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OT0297_SP_SET: CULVERT WINGWALL
 OT0297_STAMPING: K 392 1963
 OT0297_MARK LOGO: CGS
 OT0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0297+STABILITY: SURFACE MOTION
 OT0297
 OT0297  HISTORY     - Date     Condition        Report By
 OT0297  HISTORY     - 1962     MONUMENTED       CGS
 OT0297
 OT0297                          STATION DESCRIPTION
 OT0297
 OT0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0297'3.6 MI N FROM HERMOSA.
 OT0297'ABOUT 3.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0297'FROM THE STATION AT HERMOSA, IN SECTION 8, T 2 S, R 8 E, 12 POLES
 OT0297'NORTH OF MILEPOST 82, 14 FEET WEST OF THE WEST RAIL, 37 FEET EAST
 OT0297'OF A FENCE, 0.9 FEET EAST OF A METAL WITNESS POST, ABOUT 5 FEET
 OT0297'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF THE WEST
 OT0297'END OF THE SOUTHWEST STONE WINGWALL OF A 36-INCH TWIN STEEL
 OT0297'TUBULAR CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0553 ***********************************************************************
 QT0553  DESIGNATION -  K 394 RESET
 QT0553  PID         -  QT0553
 QT0553  STATE/COUNTY-  SD/MEADE
 QT0553  COUNTRY     -  US
 QT0553  USGS QUAD   -  FAITH (2017)
 QT0553
 QT0553                         *CURRENT SURVEY CONTROL
 QT0553  ______________________________________________________________________
 QT0553* NAD 83(1986) POSITION- 45 00 30.     (N) 102 02 46.     (W)   SCALED
 QT0553* NAVD 88 ORTHO HEIGHT -   761.719 (meters)     2499.07  (feet) ADJUSTED
 QT0553  ______________________________________________________________________
 QT0553  GEOID HEIGHT    -        -19.453 (meters)                     GEOID18
 QT0553  DYNAMIC HEIGHT  -        761.568 (meters)     2498.58  (feet) COMP
 QT0553  MODELED GRAVITY -    980,393.1   (mgal)                       NAVD 88
 QT0553
 QT0553  VERT ORDER      -  FIRST     CLASS II
 QT0553
 QT0553.The horizontal coordinates were scaled from a map and have
 QT0553.an estimated accuracy of +/- 6 seconds.
 QT0553
 QT0553.The orthometric height was determined by differential leveling and
 QT0553.adjusted by the NATIONAL GEODETIC SURVEY
 QT0553.in July 1998.
 QT0553
 QT0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0553.GEOID18 height accuracy estimate available here.
 QT0553
 QT0553.Click photographs - Photos may exist for this station.
 QT0553
 QT0553.The dynamic height is computed by dividing the NAVD 88
 QT0553.geopotential number by the normal gravity value computed on the
 QT0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0553.degrees latitude (g = 980.6199 gals.).
 QT0553
 QT0553.The modeled gravity was interpolated from observed gravity values.
 QT0553
 QT0553;                    North         East    Units  Estimated Accuracy
 QT0553;SPC SD N     -   132,610.      438,720.      MT  (+/- 180 meters Scaled)
 QT0553
 QT0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK327881(NAD 83)
 QT0553
 QT0553                          SUPERSEDED SURVEY CONTROL
 QT0553
 QT0553  NGVD 29 (04/17/07)  761.27   (m)         2497.6    (f) RESET       3  
 QT0553
 QT0553.Superseded values are not recommended for survey control.
 QT0553
 QT0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0553.See file dsdata.pdf to determine how the superseded data were derived.
 QT0553
 QT0553_MARKER: DV = VERTICAL CONTROL DISK
 QT0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0553_STAMPING: K 394 RESET 1987
 QT0553_MARK LOGO: NGS
 QT0553_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0553+STABILITY: SURFACE MOTION
 QT0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0553+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 QT0553
 QT0553  HISTORY     - Date     Condition        Report By
 QT0553  HISTORY     - 1987     MONUMENTED       NGS
 QT0553  HISTORY     - 19960711 GOOD             NGS
 QT0553
 QT0553                          STATION DESCRIPTION
 QT0553
 QT0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 QT0553'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0553'FAITH THEN 0.5 KM (0.30 MI) WEST ALONG U. S. HIGHWAY 212, THEN
 QT0553'1.6 KM (1.00 MI) SOUTH ALONGSTATE HIGHWAY 73 (FIFTH AVENUE WEST IN
 QT0553'FAITH), 61 M (200.1 FT) WEST FROM THE CENTER OF 73, 0.3 M (1.0 FT)
 QT0553'NORTH FROM A FENCE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST,
 QT0553'9.76 M (32.0 FT) SOUTH FROM THE CENTER OF THE COUNTY ROAD, IN THE TOP
 QT0553'OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT), ABOUT 1.22 M
 QT0553'(4.0 FT) BELOW THE COUNTY ROAD, IN THE NORTHEAST CORNER OF THE NE 1/4
 QT0553'OF SECTION 16, T 12 N, R 17 E.
 QT0553
 QT0553                          STATION RECOVERY (1996)
 QT0553
 QT0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0553'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 QT0553'U.S. HIGHWAY 212 IN FAITH, 613.0 M (2011.2 FT) NORTH OF MILEPOST 173,
 QT0553'59.5 M (195.2 FT) WEST OF THE HIGHWAY CENTERLINE, 30.6 M (100.4 FT)
 QT0553'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 8.8 M (28.9 FT) SOUTH
 QT0553'OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 QT0553'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A
 QT0553'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0553'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0260 ***********************************************************************
 PU0260  DESIGNATION -  K 395
 PU0260  PID         -  PU0260
 PU0260  STATE/COUNTY-  SD/MEADE
 PU0260  COUNTRY     -  US
 PU0260  USGS QUAD   -  LEMMON CREEK (2017)
 PU0260
 PU0260                         *CURRENT SURVEY CONTROL
 PU0260  ______________________________________________________________________
 PU0260* NAD 83(1986) POSITION- 44 41 20.     (N) 102 03 21.     (W)   SCALED
 PU0260* NAVD 88 ORTHO HEIGHT -   755.571 (meters)     2478.90  (feet) ADJUSTED
 PU0260  ______________________________________________________________________
 PU0260  GEOID HEIGHT    -        -19.768 (meters)                     GEOID18
 PU0260  DYNAMIC HEIGHT  -        755.397 (meters)     2478.33  (feet) COMP
 PU0260  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 PU0260
 PU0260  VERT ORDER      -  FIRST     CLASS II
 PU0260
 PU0260.The horizontal coordinates were scaled from a map and have
 PU0260.an estimated accuracy of +/- 6 seconds.
 PU0260
 PU0260.The orthometric height was determined by differential leveling and
 PU0260.adjusted by the NATIONAL GEODETIC SURVEY
 PU0260.in July 1998.
 PU0260
 PU0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0260.GEOID18 height accuracy estimate available here.
 PU0260
 PU0260.Click photographs - Photos may exist for this station.
 PU0260
 PU0260.The dynamic height is computed by dividing the NAVD 88
 PU0260.geopotential number by the normal gravity value computed on the
 PU0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0260.degrees latitude (g = 980.6199 gals.).
 PU0260
 PU0260.The modeled gravity was interpolated from observed gravity values.
 PU0260
 PU0260;                    North         East    Units  Estimated Accuracy
 PU0260;SPC SD N     -    97,140.      437,050.      MT  (+/- 180 meters Scaled)
 PU0260
 PU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK332526(NAD 83)
 PU0260
 PU0260                          SUPERSEDED SURVEY CONTROL
 PU0260
 PU0260  NAVD 88 (06/15/91)  755.549  (m)         2478.83   (f) SUPERSEDED  1 2
 PU0260  NGVD 29 (??/??/92)  755.091  (m)         2477.33   (f) ADJ UNCH    1 2
 PU0260
 PU0260.Superseded values are not recommended for survey control.
 PU0260
 PU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0260.See file dsdata.pdf to determine how the superseded data were derived.
 PU0260
 PU0260_MARKER: DB = BENCH MARK DISK
 PU0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0260_STAMPING: K 395 1963
 PU0260_MARK LOGO: CGS
 PU0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0260+STABILITY: SURFACE MOTION
 PU0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0260+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0260
 PU0260  HISTORY     - Date     Condition        Report By
 PU0260  HISTORY     - 1963     MONUMENTED       CGS
 PU0260  HISTORY     - 19880715 GOOD             NGS
 PU0260  HISTORY     - 19960711 GOOD             NGS
 PU0260
 PU0260                          STATION DESCRIPTION
 PU0260
 PU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0260'5 MI N FROM HOWES.
 PU0260'ABOUT 4.95 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE AND
 PU0260'POST OFFICE AT HOWES, 140 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PU0260'HIGHWAY, 20 FEET SOUTHEAST OF THE CENTER OF A GATE, 1 1/2 FEET
 PU0260'NORTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 PU0260'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU0260'OF A CONCRETE POST PROJECTING 1 INCH.
 PU0260
 PU0260                          STATION RECOVERY (1988)
 PU0260
 PU0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PU0260'8.1 KM (5.05 MI) NORTH ALONG STATE HIGHWAY 73, FROM ITS JUNCTION
 PU0260'WITH STATE HIGHWAY 34 AND THE STORE AT HOWES, AT AN APPROACH, ON
 PU0260'THE OUTSIDE OF A CURVE, IN AN EAST-WEST FENCE LINE, 15.2 M (49.9 FT)
 PU0260'SOUTH FROM THE CENTER OF THE APPROACH,  42.7 M (140.1 FT)
 PU0260'SOUTHWEST FROM THE CENTER OF 73, 6.1 M (20.0 FT) SOUTHEAST FROM
 PU0260'THE CENTER OF A GATE, 0.46 M (1.5 FT) NORTHEAST OF A FENCE,
 PU0260'0.46 M (1.5 FT) SOUTHWEST OF A WITNESS POST AND SET IN THE TOP
 PU0260'OF A CONCRETE POST THAT PROJECTS 0.03 M (0.1 FT)
 PU0260
 PU0260                          STATION RECOVERY (1996)
 PU0260
 PU0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0260'8.1 KM (5.05 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU0260'STATE HIGHWAY 34 IN HOWES, 187.0 M (613.5 FT) NORTH OF MILEPOST 151,
 PU0260'42.7 M (140.1 FT) WEST OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT)
 PU0260'SOUTHWEST OF A T-FENCE CORNER, 7.4 M (24.3 FT) SOUTH OF THE CENTER OF
 PU0260'A GATE, 7.2 M (23.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT) BELOW THE
 PU0260'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 PU0260'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0363 ***********************************************************************
 OT0363  DESIGNATION -  K 396
 OT0363  PID         -  OT0363
 OT0363  STATE/COUNTY-  SD/FALL RIVER
 OT0363  COUNTRY     -  US
 OT0363  USGS QUAD   -  HOT SPRINGS (2017)
 OT0363
 OT0363                         *CURRENT SURVEY CONTROL
 OT0363  ______________________________________________________________________
 OT0363* NAD 83(1986) POSITION- 43 24 11.     (N) 103 24 56.     (W)   SCALED
 OT0363* NAVD 88 ORTHO HEIGHT -   980.997 (meters)     3218.49  (feet) ADJUSTED
 OT0363  ______________________________________________________________________
 OT0363  GEOID HEIGHT    -        -15.919 (meters)                     GEOID18
 OT0363  DYNAMIC HEIGHT  -        980.601 (meters)     3217.19  (feet) COMP
 OT0363  MODELED GRAVITY -    980,182.3   (mgal)                       NAVD 88
 OT0363
 OT0363  VERT ORDER      -  FIRST     CLASS II
 OT0363
 OT0363.The horizontal coordinates were scaled from a map and have
 OT0363.an estimated accuracy of +/- 6 seconds.
 OT0363
 OT0363.The orthometric height was determined by differential leveling and
 OT0363.adjusted by the NATIONAL GEODETIC SURVEY
 OT0363.in June 1991.
 OT0363
 OT0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0363.GEOID18 height accuracy estimate available here.
 OT0363
 OT0363.Click photographs - Photos may exist for this station.
 OT0363
 OT0363.The dynamic height is computed by dividing the NAVD 88
 OT0363.geopotential number by the normal gravity value computed on the
 OT0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0363.degrees latitude (g = 980.6199 gals.).
 OT0363
 OT0363.The modeled gravity was interpolated from observed gravity values.
 OT0363
 OT0363;                    North         East    Units  Estimated Accuracy
 OT0363;SPC SD S     -   123,470.      350,400.      MT  (+/- 180 meters Scaled)
 OT0363
 OT0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ282067(NAD 83)
 OT0363
 OT0363                          SUPERSEDED SURVEY CONTROL
 OT0363
 OT0363  NGVD 29 (??/??/92)  980.503  (m)         3216.87   (f) ADJ UNCH    1 2
 OT0363
 OT0363.Superseded values are not recommended for survey control.
 OT0363
 OT0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0363.See file dsdata.pdf to determine how the superseded data were derived.
 OT0363
 OT0363_MARKER: DB = BENCH MARK DISK
 OT0363_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 OT0363_SP_SET: ABUTMENT
 OT0363_STAMPING: K 396 1963
 OT0363_MARK LOGO: CGS
 OT0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0363+STABILITY: POSITION/ELEVATION WELL
 OT0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0363+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0363
 OT0363  HISTORY     - Date     Condition        Report By
 OT0363  HISTORY     - 1963     MONUMENTED       CGS
 OT0363  HISTORY     - 1985     GOOD             NGS
 OT0363  HISTORY     - 19950410 GOOD             NGS
 OT0363
 OT0363                          STATION DESCRIPTION
 OT0363
 OT0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0363'4.1 MI SE FROM HOT SPRINGS.
 OT0363'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 385 AND 18 FROM THE POST
 OT0363'OFFICE AT HOT SPRINGS, IN THE WEST ONE OF TWO BRIDGES OVER FALL
 OT0363'RIVER, IN SECTION 33, T 7 S, R 6 E, 16 FEET NORTH OF THE CENTER
 OT0363'LINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 OT0363'AND SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A
 OT0363'LARGE CONCRETE BRIDGE.
 OT0363
 OT0363                          STATION RECOVERY (1985)
 OT0363
 OT0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0363'RECOVERED IN GOOD CONDITION.
 OT0363
 OT0363                          STATION RECOVERY (1995)
 OT0363
 OT0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0363'6.6 KM (4.10 MI) EASTERLY ALONG U.S. HIGHWAYS 385 AND 18 FROM THE POST
 OT0363'OFFICE IN HOT SPRINGS, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH
 OT0363'END OF THE WEST CONCRETE ABUTMENT OF THE MOST WESTERLY OF 2 HIGHWAY
 OT0363'BRIDGES SPANNING THE FALL RIVER, 1.6 KM (1.00 MI) WEST OF THE
 OT0363'INTERSECTION OF STATE HIGHWAY 79 LEADING NORTH, 5.2 M (17.1 FT) NORTH
 OT0363'OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 OT0363'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1734 ***********************************************************************
 PU1734  DESIGNATION -  K 4 B 2
 PU1734  PID         -  PU1734
 PU1734  STATE/COUNTY-  SD/LAWRENCE
 PU1734  COUNTRY     -  US
 PU1734  USGS QUAD   -  JOLLY (2017)
 PU1734
 PU1734                         *CURRENT SURVEY CONTROL
 PU1734  ______________________________________________________________________
 PU1734* NAD 83(1986) POSITION- 44 35 24.     (N) 103 46 26.     (W)   SCALED
 PU1734* NAVD 88 ORTHO HEIGHT -  1029.484 (meters)     3377.57  (feet) ADJUSTED
 PU1734  ______________________________________________________________________
 PU1734  GEOID HEIGHT    -        -15.220 (meters)                     GEOID18
 PU1734  DYNAMIC HEIGHT  -       1029.174 (meters)     3376.55  (feet) COMP
 PU1734  MODELED GRAVITY -    980,281.8   (mgal)                       NAVD 88
 PU1734
 PU1734  VERT ORDER      -  FIRST     CLASS II
 PU1734
 PU1734.The horizontal coordinates were scaled from a map and have
 PU1734.an estimated accuracy of +/- 6 seconds.
 PU1734
 PU1734.The orthometric height was determined by differential leveling and
 PU1734.adjusted by the NATIONAL GEODETIC SURVEY
 PU1734.in June 1991.
 PU1734
 PU1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1734.GEOID18 height accuracy estimate available here.
 PU1734
 PU1734.Click photographs - Photos may exist for this station.
 PU1734
 PU1734.The dynamic height is computed by dividing the NAVD 88
 PU1734.geopotential number by the normal gravity value computed on the
 PU1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1734.degrees latitude (g = 980.6199 gals.).
 PU1734
 PU1734.The modeled gravity was interpolated from observed gravity values.
 PU1734
 PU1734;                    North         East    Units  Estimated Accuracy
 PU1734;SPC SD N     -    91,070.      300,440.      MT  (+/- 180 meters Scaled)
 PU1734
 PU1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK973381(NAD 83)
 PU1734
 PU1734                          SUPERSEDED SURVEY CONTROL
 PU1734
 PU1734  NGVD 29 (??/??/92) 1028.97   (m)         3375.9    (f) COMPUTED    1 2
 PU1734
 PU1734.Superseded values are not recommended for survey control.
 PU1734
 PU1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1734.See file dsdata.pdf to determine how the superseded data were derived.
 PU1734
 PU1734_MARKER: Z = SEE DESCRIPTION
 PU1734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1734_SP_SET: PIER
 PU1734_STAMPING: K 4 B 2
 PU1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1734
 PU1734  HISTORY     - Date     Condition        Report By
 PU1734  HISTORY     - UNK      MONUMENTED       USAF
 PU1734  HISTORY     - 1962     GOOD             CGS
 PU1734
 PU1734                          STATION DESCRIPTION
 PU1734
 PU1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1734'4.4 MI NW FROM ST ONGE.
 PU1734'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1734'FROM THE POST OFFICE AT ST. ONGE, THENCE 0.6 MILE WEST ALONG
 PU1734'A GRAVELED ROAD, THENCE 0.75 MILE NORTH ALONG STATE HIGHWAY 34,
 PU1734'THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, 71 FEET SOUTH OF THE
 PU1734'CENTER LINE OF THE ROAD, 62 1/2 FEET SOUTHEAST OF A POWER POLE,
 PU1734'38 FEET SOUTH OF A FENCE, CENTER OF TRIBRACH MOUNTED ON THE
 PU1734'TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4.5 FEET ABOVE
 PU1734'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0816 ***********************************************************************
 PU0816  DESIGNATION -  K 401
 PU0816  PID         -  PU0816
 PU0816  STATE/COUNTY-  SD/MEADE
 PU0816  COUNTRY     -  US
 PU0816  USGS QUAD   -  STONEVILLE (2017)
 PU0816
 PU0816                         *CURRENT SURVEY CONTROL
 PU0816  ______________________________________________________________________
 PU0816* NAD 83(1986) POSITION- 44 40 01.     (N) 102 39 43.     (W)   SCALED
 PU0816* NAVD 88 ORTHO HEIGHT -   933.545 (meters)     3062.81  (feet) ADJUSTED
 PU0816  ______________________________________________________________________
 PU0816  GEOID HEIGHT    -        -18.061 (meters)                     GEOID18
 PU0816  DYNAMIC HEIGHT  -        933.297 (meters)     3061.99  (feet) COMP
 PU0816  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 PU0816
 PU0816  VERT ORDER      -  SECOND    CLASS 0
 PU0816
 PU0816.The horizontal coordinates were scaled from a map and have
 PU0816.an estimated accuracy of +/- 6 seconds.
 PU0816
 PU0816.The orthometric height was determined by differential leveling and
 PU0816.adjusted by the NATIONAL GEODETIC SURVEY
 PU0816.in June 1991.
 PU0816
 PU0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0816.GEOID18 height accuracy estimate available here.
 PU0816
 PU0816.Click photographs - Photos may exist for this station.
 PU0816
 PU0816.The dynamic height is computed by dividing the NAVD 88
 PU0816.geopotential number by the normal gravity value computed on the
 PU0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0816.degrees latitude (g = 980.6199 gals.).
 PU0816
 PU0816.The modeled gravity was interpolated from observed gravity values.
 PU0816
 PU0816;                    North         East    Units  Estimated Accuracy
 PU0816;SPC SD N     -    96,100.      388,950.      MT  (+/- 180 meters Scaled)
 PU0816
 PU0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK853486(NAD 83)
 PU0816
 PU0816                          SUPERSEDED SURVEY CONTROL
 PU0816
 PU0816  NGVD 29 (??/??/92)  933.062  (m)         3061.22   (f) ADJ UNCH    2 0
 PU0816
 PU0816.Superseded values are not recommended for survey control.
 PU0816
 PU0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0816.See file dsdata.pdf to determine how the superseded data were derived.
 PU0816
 PU0816_MARKER: DB = BENCH MARK DISK
 PU0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0816_STAMPING: K 401 1962
 PU0816_MARK LOGO: CGS
 PU0816_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0816+STABILITY: SURFACE MOTION
 PU0816
 PU0816  HISTORY     - Date     Condition        Report By
 PU0816  HISTORY     - 1962     MONUMENTED       CGS
 PU0816
 PU0816                          STATION DESCRIPTION
 PU0816
 PU0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0816'5 MI S FROM STONEVILLE.
 PU0816'5.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0816'STONEVILLE, 0.25 MILE NORTH OF THE JUNCTION OF A GRAVELED ROAD
 PU0816'EAST, ON THE TOP OF A SMALL RISE, 30 FEET WEST OF THE CENTER
 PU0816'LINE OF THE ROAD, 5.0 FEET EAST OF A FENCE, 2.7 FEET NORTH OF
 PU0816'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 PU0816'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0167 ***********************************************************************
 QT0167  DESIGNATION -  K 402
 QT0167  PID         -  QT0167
 QT0167  STATE/COUNTY-  SD/PERKINS
 QT0167  COUNTRY     -  US
 QT0167  USGS QUAD   -  CEDAR CANYON (2017)
 QT0167
 QT0167                         *CURRENT SURVEY CONTROL
 QT0167  ______________________________________________________________________
 QT0167* NAD 83(1986) POSITION- 45 02 42.     (N) 102 44 01.     (W)   SCALED
 QT0167* NAVD 88 ORTHO HEIGHT -   902.552 (meters)     2961.12  (feet) ADJUSTED
 QT0167  ______________________________________________________________________
 QT0167  GEOID HEIGHT    -        -17.719 (meters)                     GEOID18
 QT0167  DYNAMIC HEIGHT  -        902.356 (meters)     2960.48  (feet) COMP
 QT0167  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 QT0167
 QT0167  VERT ORDER      -  SECOND    CLASS 0
 QT0167
 QT0167.The horizontal coordinates were scaled from a map and have
 QT0167.an estimated accuracy of +/- 6 seconds.
 QT0167
 QT0167.The orthometric height was determined by differential leveling and
 QT0167.adjusted by the NATIONAL GEODETIC SURVEY
 QT0167.in June 1991.
 QT0167
 QT0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0167.GEOID18 height accuracy estimate available here.
 QT0167
 QT0167.Click photographs - Photos may exist for this station.
 QT0167
 QT0167.The dynamic height is computed by dividing the NAVD 88
 QT0167.geopotential number by the normal gravity value computed on the
 QT0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0167.degrees latitude (g = 980.6199 gals.).
 QT0167
 QT0167.The modeled gravity was interpolated from observed gravity values.
 QT0167
 QT0167;                    North         East    Units  Estimated Accuracy
 QT0167;SPC SD N     -   138,280.      384,690.      MT  (+/- 180 meters Scaled)
 QT0167
 QT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK784904(NAD 83)
 QT0167
 QT0167                          SUPERSEDED SURVEY CONTROL
 QT0167
 QT0167  NGVD 29 (??/??/92)  902.078  (m)         2959.57   (f) ADJ UNCH    2 0
 QT0167
 QT0167.Superseded values are not recommended for survey control.
 QT0167
 QT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0167.See file dsdata.pdf to determine how the superseded data were derived.
 QT0167
 QT0167_MARKER: DB = BENCH MARK DISK
 QT0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0167_STAMPING: K 402 1962
 QT0167_MARK LOGO: CGS
 QT0167_PROJECTION: PROJECTING 12 CENTIMETERS
 QT0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0167+STABILITY: SURFACE MOTION
 QT0167
 QT0167  HISTORY     - Date     Condition        Report By
 QT0167  HISTORY     - 1962     MONUMENTED       CGS
 QT0167
 QT0167                          STATION DESCRIPTION
 QT0167
 QT0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0167'8.5 MI W FROM MAURINE.
 QT0167'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0167'THENCE 1.85 MILES NORTH ALONG A COUNTY ROAD, 30 FEET EAST OF
 QT0167'THE CENTER LINE OF THE ROAD, 50 FEET SOUTH OF A TELEPHONE POLE,
 QT0167'1.8 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT
 QT0167'1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 QT0167'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0552 ***********************************************************************
 QT0552  DESIGNATION -  K 403 RESET
 QT0552  PID         -  QT0552
 QT0552  STATE/COUNTY-  SD/MEADE
 QT0552  COUNTRY     -  US
 QT0552  USGS QUAD   -  MAURINE (2017)
 QT0552
 QT0552                         *CURRENT SURVEY CONTROL
 QT0552  ______________________________________________________________________
 QT0552* NAD 83(1986) POSITION- 45 00 29.     (N) 102 35 37.     (W)   SCALED
 QT0552* NAVD 88 ORTHO HEIGHT -   873.41  (meters)     2865.5   (feet) RESET
 QT0552  ______________________________________________________________________
 QT0552  GEOID HEIGHT    -        -18.027 (meters)                     GEOID18
 QT0552  VERT ORDER      -  THIRD
 QT0552
 QT0552.The horizontal coordinates were scaled from a map and have
 QT0552.an estimated accuracy of +/- 6 seconds.
 QT0552
 QT0552.The orthometric height was computed from unverified reset data.
 QT0552
 QT0552.No vertical observational check was made to the station.
 QT0552
 QT0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0552.GEOID18 height accuracy estimate available here.
 QT0552
 QT0552.Click photographs - Photos may exist for this station.
 QT0552
 QT0552;                    North         East    Units  Estimated Accuracy
 QT0552;SPC SD N     -   133,810.      395,580.      MT  (+/- 180 meters Scaled)
 QT0552
 QT0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK896866(NAD 83)
 QT0552
 QT0552                          SUPERSEDED SURVEY CONTROL
 QT0552
 QT0552  NGVD 29 (04/17/07)  872.95   (m)         2864.0    (f) RESET       3  
 QT0552
 QT0552.Superseded values are not recommended for survey control.
 QT0552
 QT0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0552.See file dsdata.pdf to determine how the superseded data were derived.
 QT0552
 QT0552_MARKER: DV = VERTICAL CONTROL DISK
 QT0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0552_STAMPING: K 403 RESET 1988
 QT0552_MARK LOGO: NGS
 QT0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0552+STABILITY: SURFACE MOTION
 QT0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0552+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0552
 QT0552  HISTORY     - Date     Condition        Report By
 QT0552  HISTORY     - 1988     MONUMENTED       NGS
 QT0552  HISTORY     - 19960425 GOOD             NGS
 QT0552
 QT0552                          STATION DESCRIPTION
 QT0552
 QT0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QT0552'1.6 KM (1.00 MI) SOUTH ALONG MEADE COUNTY ROAD 31 FROM ITS JUNCTION
 QT0552'WITH U. S. HIGHWAY 212 IN MAURINE, ACROSS THE ROAD WEST FROM THE
 QT0552'NORTHWEST CORNER OF A SUBSTATION, 20.4 M (66.9 FT) WEST FROM THE
 QT0552'CENTER OF THE ROAD, 0.3 M (1.0 FT) SOUTH FROM A FENCE, 0.3 M (1.0 FT)
 QT0552'EAST FROM A WITNESS POST, IN THE NORTHWEST CORNER OF SECTION.
 QT0552
 QT0552                          STATION RECOVERY (1996)
 QT0552
 QT0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0552'22.8 KM (14.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0552'OFFICE IN MUD BUTTE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG COUNTY
 QT0552'ROAD 31 L, 53.3 M (174.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 QT0552'SUB-STATION, 20.4 M (66.9 FT) WEST OF THE ROAD CENTER, 0.5 M (1.6 FT)
 QT0552'BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 QT0552'POST, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 QT0552'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0826 ***********************************************************************
 PU0826  DESIGNATION -  K 404
 PU0826  PID         -  PU0826
 PU0826  STATE/COUNTY-  SD/BUTTE
 PU0826  COUNTRY     -  US
 PU0826  USGS QUAD   -  FAIRPOINT NW (2017)
 PU0826
 PU0826                         *CURRENT SURVEY CONTROL
 PU0826  ______________________________________________________________________
 PU0826* NAD 83(1986) POSITION- 44 44 55.     (N) 102 59 24.     (W)   SCALED
 PU0826* NAVD 88 ORTHO HEIGHT -   860.337 (meters)     2822.62  (feet) ADJUSTED
 PU0826  ______________________________________________________________________
 PU0826  GEOID HEIGHT    -        -17.329 (meters)                     GEOID18
 PU0826  DYNAMIC HEIGHT  -        860.128 (meters)     2821.94  (feet) COMP
 PU0826  MODELED GRAVITY -    980,344.7   (mgal)                       NAVD 88
 PU0826
 PU0826  VERT ORDER      -  SECOND    CLASS 0
 PU0826
 PU0826.The horizontal coordinates were scaled from a map and have
 PU0826.an estimated accuracy of +/- 6 seconds.
 PU0826
 PU0826.The orthometric height was determined by differential leveling and
 PU0826.adjusted by the NATIONAL GEODETIC SURVEY
 PU0826.in June 1991.
 PU0826
 PU0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0826.GEOID18 height accuracy estimate available here.
 PU0826
 PU0826.Click photographs - Photos may exist for this station.
 PU0826
 PU0826.The dynamic height is computed by dividing the NAVD 88
 PU0826.geopotential number by the normal gravity value computed on the
 PU0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0826.degrees latitude (g = 980.6199 gals.).
 PU0826
 PU0826.The modeled gravity was interpolated from observed gravity values.
 PU0826
 PU0826;                    North         East    Units  Estimated Accuracy
 PU0826;SPC SD N     -   106,080.      363,280.      MT  (+/- 180 meters Scaled)
 PU0826
 PU0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK591569(NAD 83)
 PU0826
 PU0826                          SUPERSEDED SURVEY CONTROL
 PU0826
 PU0826  NGVD 29 (??/??/92)  859.858  (m)         2821.05   (f) ADJ UNCH    2 0
 PU0826
 PU0826.Superseded values are not recommended for survey control.
 PU0826
 PU0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0826.See file dsdata.pdf to determine how the superseded data were derived.
 PU0826
 PU0826_MARKER: DB = BENCH MARK DISK
 PU0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0826_STAMPING: K 404 1962
 PU0826_MARK LOGO: CGS
 PU0826_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0826+STABILITY: SURFACE MOTION
 PU0826
 PU0826  HISTORY     - Date     Condition        Report By
 PU0826  HISTORY     - 1962     MONUMENTED       CGS
 PU0826
 PU0826                          STATION DESCRIPTION
 PU0826
 PU0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0826'9.8 MI W FROM FAIRPOINT.
 PU0826'9.85 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0826'48 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTH
 PU0826'OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 PU0826'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PU0826'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0135 ***********************************************************************
 PU0135  DESIGNATION -  K 405
 PU0135  PID         -  PU0135
 PU0135  STATE/COUNTY-  SD/MEADE
 PU0135  COUNTRY     -  US
 PU0135  USGS QUAD   -  OPAL EAST (2017)
 PU0135
 PU0135                         *CURRENT SURVEY CONTROL
 PU0135  ______________________________________________________________________
 PU0135* NAD 83(1986) POSITION- 44 53 29.     (N) 102 29 33.     (W)   SCALED
 PU0135* NAVD 88 ORTHO HEIGHT -   794.084 (meters)     2605.26  (feet) ADJUSTED
 PU0135  ______________________________________________________________________
 PU0135  GEOID HEIGHT    -        -18.375 (meters)                     GEOID18
 PU0135  DYNAMIC HEIGHT  -        793.911 (meters)     2604.69  (feet) COMP
 PU0135  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 PU0135
 PU0135  VERT ORDER      -  SECOND    CLASS 0
 PU0135
 PU0135.The horizontal coordinates were scaled from a map and have
 PU0135.an estimated accuracy of +/- 6 seconds.
 PU0135
 PU0135.The orthometric height was determined by differential leveling and
 PU0135.adjusted by the NATIONAL GEODETIC SURVEY
 PU0135.in June 1991.
 PU0135
 PU0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0135.GEOID18 height accuracy estimate available here.
 PU0135
 PU0135.Click photographs - Photos may exist for this station.
 PU0135
 PU0135.The dynamic height is computed by dividing the NAVD 88
 PU0135.geopotential number by the normal gravity value computed on the
 PU0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0135.degrees latitude (g = 980.6199 gals.).
 PU0135
 PU0135.The modeled gravity was interpolated from observed gravity values.
 PU0135
 PU0135;                    North         East    Units  Estimated Accuracy
 PU0135;SPC SD N     -   120,600.      403,150.      MT  (+/- 180 meters Scaled)
 PU0135
 PU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK980739(NAD 83)
 PU0135
 PU0135                          SUPERSEDED SURVEY CONTROL
 PU0135
 PU0135  NGVD 29 (??/??/92)  793.622  (m)         2603.74   (f) ADJ UNCH    2 0
 PU0135
 PU0135.Superseded values are not recommended for survey control.
 PU0135
 PU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0135.See file dsdata.pdf to determine how the superseded data were derived.
 PU0135
 PU0135_MARKER: DB = BENCH MARK DISK
 PU0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0135_STAMPING: K 405 1962
 PU0135_MARK LOGO: CGS
 PU0135_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0135+STABILITY: SURFACE MOTION
 PU0135
 PU0135  HISTORY     - Date     Condition        Report By
 PU0135  HISTORY     - 1962     MONUMENTED       CGS
 PU0135
 PU0135                          STATION DESCRIPTION
 PU0135
 PU0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0135'0.2 MI W FROM OPAL.
 PU0135'0.2 MILE WEST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, AT
 PU0135'SOUTHWEST CORNER OF THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD,
 PU0135'42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 52 FEET WEST OF THE
 PU0135'CENTER LINE OF THE ROAD SOUTH, 2 FEET WEST OF A TELEPHONE POLE
 PU0135'WITH GUY WIRE, 3 1/2 FEET EAST OF A FENCE CORNER, 1.6 FEET EAST
 PU0135'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD AND IN THE
 PU0135'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0136 ***********************************************************************
 PU0136  DESIGNATION -  K 405 RESET
 PU0136  PID         -  PU0136
 PU0136  STATE/COUNTY-  SD/MEADE
 PU0136  COUNTRY     -  US
 PU0136  USGS QUAD   -  OPAL EAST (2017)
 PU0136
 PU0136                         *CURRENT SURVEY CONTROL
 PU0136  ______________________________________________________________________
 PU0136* NAD 83(1986) POSITION- 44 53 29.     (N) 102 29 33.     (W)   SCALED
 PU0136* NAVD 88 ORTHO HEIGHT -   795.41  (meters)     2609.6   (feet) RESET
 PU0136  ______________________________________________________________________
 PU0136  GEOID HEIGHT    -        -18.375 (meters)                     GEOID18
 PU0136  VERT ORDER      -  THIRD
 PU0136
 PU0136.The horizontal coordinates were scaled from a map and have
 PU0136.an estimated accuracy of +/- 6 seconds.
 PU0136
 PU0136.The orthometric height was computed from unverified reset data.
 PU0136
 PU0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0136.GEOID18 height accuracy estimate available here.
 PU0136
 PU0136.Click photographs - Photos may exist for this station.
 PU0136
 PU0136;                    North         East    Units  Estimated Accuracy
 PU0136;SPC SD N     -   120,600.      403,150.      MT  (+/- 180 meters Scaled)
 PU0136
 PU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK980739(NAD 83)
 PU0136
 PU0136                          SUPERSEDED SURVEY CONTROL
 PU0136
 PU0136.No superseded survey control is available for this station.
 PU0136
 PU0136_MARKER: DB = BENCH MARK DISK
 PU0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0136_STAMPING: K 405 RESET 1965
 PU0136_MARK LOGO: CGS
 PU0136_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0136+STABILITY: SURFACE MOTION
 PU0136
 PU0136  HISTORY     - Date     Condition        Report By
 PU0136  HISTORY     - 1965     MONUMENTED       CGS
 PU0136
 PU0136                          STATION DESCRIPTION
 PU0136
 PU0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PU0136'0.3 MI W FROM OPAL.
 PU0136'ABOUT 0.3 MILES WEST ALONG GRAVELED COUNTY ROAD FROM THE STORE
 PU0136'AT OPAL, 32 FEET SOUTH AND 168 FEET WEST OF THE SOUTHWEST CORNER
 PU0136'OF A 24 FEET BY 120 PLANK DECK BRIDGE, 44 FEET SOUTH OF THE
 PU0136'CENTER LINE OF THE ROAD AND 1 FOOT SOUTH OF THE EAST-WEST FENCE
 PU0136'LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 PU0136'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1664 ***********************************************************************
 PU1664  DESIGNATION -  K 406
 PU1664  PID         -  PU1664
 PU1664  STATE/COUNTY-  SD/LAWRENCE
 PU1664  COUNTRY     -  US
 PU1664  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1664
 PU1664                         *CURRENT SURVEY CONTROL
 PU1664  ______________________________________________________________________
 PU1664* NAD 83(1986) POSITION- 44 27 58.     (N) 103 37 37.     (W)   SCALED
 PU1664* NAVD 88 ORTHO HEIGHT -  1085.040 (meters)     3559.84  (feet) ADJUSTED
 PU1664  ______________________________________________________________________
 PU1664  GEOID HEIGHT    -        -15.051 (meters)                     GEOID18
 PU1664  DYNAMIC HEIGHT  -       1084.687 (meters)     3558.68  (feet) COMP
 PU1664  MODELED GRAVITY -    980,255.3   (mgal)                       NAVD 88
 PU1664
 PU1664  VERT ORDER      -  SECOND    CLASS 0
 PU1664
 PU1664.The horizontal coordinates were scaled from a map and have
 PU1664.an estimated accuracy of +/- 6 seconds.
 PU1664
 PU1664.The orthometric height was determined by differential leveling and
 PU1664.adjusted by the NATIONAL GEODETIC SURVEY
 PU1664.in June 1991.
 PU1664
 PU1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1664.GEOID18 height accuracy estimate available here.
 PU1664
 PU1664.Click photographs - Photos may exist for this station.
 PU1664
 PU1664.The dynamic height is computed by dividing the NAVD 88
 PU1664.geopotential number by the normal gravity value computed on the
 PU1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1664.degrees latitude (g = 980.6199 gals.).
 PU1664
 PU1664.The modeled gravity was interpolated from observed gravity values.
 PU1664
 PU1664;                    North         East    Units  Estimated Accuracy
 PU1664;SPC SD N     -    76,780.      311,480.      MT  (+/- 180 meters Scaled)
 PU1664
 PU1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK092245(NAD 83)
 PU1664
 PU1664                          SUPERSEDED SURVEY CONTROL
 PU1664
 PU1664  NGVD 29 (??/??/92) 1084.510  (m)         3558.10   (f) ADJ UNCH    2 0
 PU1664
 PU1664.Superseded values are not recommended for survey control.
 PU1664
 PU1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1664.See file dsdata.pdf to determine how the superseded data were derived.
 PU1664
 PU1664_MARKER: DB = BENCH MARK DISK
 PU1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1664_STAMPING: K 406 1962
 PU1664_MARK LOGO: CGS
 PU1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1664+STABILITY: SURFACE MOTION
 PU1664
 PU1664  HISTORY     - Date     Condition        Report By
 PU1664  HISTORY     - 1962     MONUMENTED       CGS
 PU1664
 PU1664                          STATION DESCRIPTION
 PU1664
 PU1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1664'0.8 MI NE FROM WHITEWOOD.
 PU1664'0.25 MILE NORTH ALONG A COUNTRY ROAD FROM THE CHICAGO AND
 PU1664'NORTHWESTERN RAILWAY STATION AT WHITEWOOD, THENCE 0.55 MILE EAST
 PU1664'ALONG A ROAD, ON THE OUTSIDE OF A CURVE, 141 FEET NORTH OF THE
 PU1664'NORTHWEST CORNER OF A LARGE BARN, 37 FEET NORTHWEST OF THE
 PU1664'NORTHWEST CORNER OF A LONG SHED, 32 FEET EAST-SOUTHEAST OF THE
 PU1664'CENTER LINE OF THE ROAD, 24 FEET NORTH OF THE CENTER OF A WIRE
 PU1664'GATE, 3.5 FEET WEST OF A FENCE, 3 1/2 FEET SOUTHWEST OF A
 PU1664'TELEPHONE POLE WITH GUY WIRE, ABOUT 1 FOOT HIGHER THAN THE ROAD
 PU1664'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1125 ***********************************************************************
 PU1125  DESIGNATION -  K 407
 PU1125  PID         -  PU1125
 PU1125  STATE/COUNTY-  SD/BUTTE
 PU1125  COUNTRY     -  US
 PU1125  USGS QUAD   -  VALE (2017)
 PU1125
 PU1125                         *CURRENT SURVEY CONTROL
 PU1125  ______________________________________________________________________
 PU1125* NAD 83(1986) POSITION- 44 36 38.     (N) 103 25 38.     (W)   SCALED
 PU1125* NAVD 88 ORTHO HEIGHT -   855.259 (meters)     2805.96  (feet) ADJUSTED
 PU1125  ______________________________________________________________________
 PU1125  GEOID HEIGHT    -        -16.237 (meters)                     GEOID18
 PU1125  DYNAMIC HEIGHT  -        855.030 (meters)     2805.21  (feet) COMP
 PU1125  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 PU1125
 PU1125  VERT ORDER      -  SECOND    CLASS 0
 PU1125
 PU1125.The horizontal coordinates were scaled from a map and have
 PU1125.an estimated accuracy of +/- 6 seconds.
 PU1125
 PU1125.The orthometric height was determined by differential leveling and
 PU1125.adjusted by the NATIONAL GEODETIC SURVEY
 PU1125.in June 1991.
 PU1125
 PU1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1125.GEOID18 height accuracy estimate available here.
 PU1125
 PU1125.Click photographs - Photos may exist for this station.
 PU1125
 PU1125.The dynamic height is computed by dividing the NAVD 88
 PU1125.geopotential number by the normal gravity value computed on the
 PU1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1125.degrees latitude (g = 980.6199 gals.).
 PU1125
 PU1125.The modeled gravity was interpolated from observed gravity values.
 PU1125
 PU1125;                    North         East    Units  Estimated Accuracy
 PU1125;SPC SD N     -    92,120.      328,040.      MT  (+/- 180 meters Scaled)
 PU1125
 PU1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK247408(NAD 83)
 PU1125
 PU1125                          SUPERSEDED SURVEY CONTROL
 PU1125
 PU1125  NGVD 29 (??/??/92)  854.772  (m)         2804.36   (f) ADJ UNCH    2 0
 PU1125
 PU1125.Superseded values are not recommended for survey control.
 PU1125
 PU1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1125.See file dsdata.pdf to determine how the superseded data were derived.
 PU1125
 PU1125_MARKER: DB = BENCH MARK DISK
 PU1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1125_SP_SET: BRIDGE
 PU1125_STAMPING: K 407 1962
 PU1125_MARK LOGO: CGS
 PU1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1125
 PU1125  HISTORY     - Date     Condition        Report By
 PU1125  HISTORY     - 1962     MONUMENTED       CGS
 PU1125
 PU1125                          STATION DESCRIPTION
 PU1125
 PU1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1125'1.9 MI SW FROM VALE.
 PU1125'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1125'THENCE 0.6 MILE SOUTH ALONG STATE HIGHWAY 79, 0.4 MILE NORTH
 PU1125'OF THE BUTTE-MEADE COUNTY LINE, IN THE TOP AND 1.4 FEET
 PU1125'NORTH OF THE SOUTH END OF THE WEST CURB OF A LONG CONCRETE BRIDGE
 PU1125'OVER A CANAL, 16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 PU1125'AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1164 ***********************************************************************
 PU1164  DESIGNATION -  K 408
 PU1164  PID         -  PU1164
 PU1164  STATE/COUNTY-  SD/BUTTE
 PU1164  COUNTRY     -  US
 PU1164  USGS QUAD   -  VALE SE (2017)
 PU1164
 PU1164                         *CURRENT SURVEY CONTROL
 PU1164  ______________________________________________________________________
 PU1164* NAD 83(1986) POSITION- 44 37 08.     (N) 103 17 38.     (W)   SCALED
 PU1164* NAVD 88 ORTHO HEIGHT -   831.528 (meters)     2728.10  (feet) ADJUSTED
 PU1164  ______________________________________________________________________
 PU1164  GEOID HEIGHT    -        -16.608 (meters)                     GEOID18
 PU1164  DYNAMIC HEIGHT  -        831.314 (meters)     2727.40  (feet) COMP
 PU1164  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 PU1164
 PU1164  VERT ORDER      -  SECOND    CLASS 0
 PU1164
 PU1164.The horizontal coordinates were scaled from a map and have
 PU1164.an estimated accuracy of +/- 6 seconds.
 PU1164
 PU1164.The orthometric height was determined by differential leveling and
 PU1164.adjusted by the NATIONAL GEODETIC SURVEY
 PU1164.in June 1991.
 PU1164
 PU1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1164.GEOID18 height accuracy estimate available here.
 PU1164
 PU1164.Click photographs - Photos may exist for this station.
 PU1164
 PU1164.The dynamic height is computed by dividing the NAVD 88
 PU1164.geopotential number by the normal gravity value computed on the
 PU1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1164.degrees latitude (g = 980.6199 gals.).
 PU1164
 PU1164.The modeled gravity was interpolated from observed gravity values.
 PU1164
 PU1164;                    North         East    Units  Estimated Accuracy
 PU1164;SPC SD N     -    92,610.      338,650.      MT  (+/- 180 meters Scaled)
 PU1164
 PU1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK353420(NAD 83)
 PU1164
 PU1164                          SUPERSEDED SURVEY CONTROL
 PU1164
 PU1164  NGVD 29 (??/??/92)  831.048  (m)         2726.53   (f) ADJ UNCH    2 0
 PU1164
 PU1164.Superseded values are not recommended for survey control.
 PU1164
 PU1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1164.See file dsdata.pdf to determine how the superseded data were derived.
 PU1164
 PU1164_MARKER: DB = BENCH MARK DISK
 PU1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1164_STAMPING: K 408 1962
 PU1164_MARK LOGO: CGS
 PU1164_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1164+STABILITY: SURFACE MOTION
 PU1164
 PU1164  HISTORY     - Date     Condition        Report By
 PU1164  HISTORY     - 1962     MONUMENTED       CGS
 PU1164
 PU1164                          STATION DESCRIPTION
 PU1164
 PU1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1164'5.6 MI E FROM VALE.
 PU1164'5.6 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, 0.75
 PU1164'MILE EAST OF A SCHOOL, 27 1/2 FEET SOUTH OF THE CENTER LINE OF
 PU1164'THE ROAD, 94 FEET EAST OF A TELEPHONE POLE, 18 FEET WEST OF THE
 PU1164'CENTER OF A WIRE GATE, 2.1 FEET SOUTH OF A FENCE, 1.4 FEET NORTHWEST
 PU1164'OF A WITNESS POST, 1 FOOT ABOVE THE ROAD AND IN THE TOP OF A CONCRETE
 PU1164'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1165 ***********************************************************************
 PU1165  DESIGNATION -  K 408 RESET
 PU1165  PID         -  PU1165
 PU1165  STATE/COUNTY-  SD/BUTTE
 PU1165  COUNTRY     -  US
 PU1165  USGS QUAD   -  VALE SE (2017)
 PU1165
 PU1165                         *CURRENT SURVEY CONTROL
 PU1165  ______________________________________________________________________
 PU1165* NAD 83(1986) POSITION- 44 37 08.     (N) 103 17 37.     (W)   SCALED
 PU1165* NAVD 88 ORTHO HEIGHT -   832.34  (+/-2cm)     2730.8   (feet) VERTCON3
 PU1165  ______________________________________________________________________
 PU1165  GEOID HEIGHT    -        -16.609 (meters)                     GEOID18
 PU1165  VERT ORDER      -  THIRD (See Below)
 PU1165
 PU1165.The horizontal coordinates were scaled from a map and have
 PU1165.an estimated accuracy of +/- 6 seconds.
 PU1165
 PU1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1165
 PU1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1165.GEOID18 height accuracy estimate available here.
 PU1165
 PU1165.The vertical order pertains to the NGVD 29 superseded value.
 PU1165
 PU1165.Click photographs - Photos may exist for this station.
 PU1165
 PU1165;                    North         East    Units  Estimated Accuracy
 PU1165;SPC SD N     -    92,610.      338,670.      MT  (+/- 180 meters Scaled)
 PU1165
 PU1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK353420(NAD 83)
 PU1165
 PU1165                          SUPERSEDED SURVEY CONTROL
 PU1165
 PU1165  NGVD 29 (??/??/??)  831.86   (m)         2729.2    (f) RESET       3  
 PU1165
 PU1165.Superseded values are not recommended for survey control.
 PU1165
 PU1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1165.See file dsdata.pdf to determine how the superseded data were derived.
 PU1165
 PU1165_MARKER: DB = BENCH MARK DISK
 PU1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1165_STAMPING: K 408 RESET 1963
 PU1165_MARK LOGO: CGS
 PU1165_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1165+STABILITY: SURFACE MOTION
 PU1165
 PU1165  HISTORY     - Date     Condition        Report By
 PU1165  HISTORY     - 1963     MONUMENTED       CGS
 PU1165
 PU1165                          STATION DESCRIPTION
 PU1165
 PU1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1165'5.6 MI E FROM VALE.
 PU1165'5.6 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, BUTTE
 PU1165'COUNTY, ABOUT 0.75 MILE EAST OF A RURAL SCHOOL, ABOUT 50 YARDS EAST
 PU1165'OF A NORTH-SOUTH FENCE LINE, ABOUT 140 FEET SOUTH OF THE CENTERLINE
 PU1165'OF THE ROAD, 1 1/2 FEET WEST OF A METAL WITNESS POST, AND SET IN
 PU1165'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1026 ***********************************************************************
 PU1026  DESIGNATION -  K 409
 PU1026  PID         -  PU1026
 PU1026  STATE/COUNTY-  SD/MEADE
 PU1026  COUNTRY     -  US
 PU1026  USGS QUAD   -  UNION CENTER (2017)
 PU1026
 PU1026                         *CURRENT SURVEY CONTROL
 PU1026  ______________________________________________________________________
 PU1026* NAD 83(1986) POSITION- 44 30 15.     (N) 102 40 57.     (W)   SCALED
 PU1026* NAVD 88 ORTHO HEIGHT -   834.060 (meters)     2736.41  (feet) ADJUSTED
 PU1026  ______________________________________________________________________
 PU1026  GEOID HEIGHT    -        -18.198 (meters)                     GEOID18
 PU1026  DYNAMIC HEIGHT  -        833.828 (meters)     2735.65  (feet) COMP
 PU1026  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 PU1026
 PU1026  VERT ORDER      -  SECOND    CLASS 0
 PU1026
 PU1026.The horizontal coordinates were scaled from a map and have
 PU1026.an estimated accuracy of +/- 6 seconds.
 PU1026
 PU1026.The orthometric height was determined by differential leveling and
 PU1026.adjusted by the NATIONAL GEODETIC SURVEY
 PU1026.in June 1991.
 PU1026
 PU1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1026.GEOID18 height accuracy estimate available here.
 PU1026
 PU1026.Click photographs - Photos may exist for this station.
 PU1026
 PU1026.The dynamic height is computed by dividing the NAVD 88
 PU1026.geopotential number by the normal gravity value computed on the
 PU1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1026.degrees latitude (g = 980.6199 gals.).
 PU1026
 PU1026.The modeled gravity was interpolated from observed gravity values.
 PU1026
 PU1026;                    North         East    Units  Estimated Accuracy
 PU1026;SPC SD N     -    78,080.      386,720.      MT  (+/- 180 meters Scaled)
 PU1026
 PU1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK842304(NAD 83)
 PU1026
 PU1026                          SUPERSEDED SURVEY CONTROL
 PU1026
 PU1026  NGVD 29 (??/??/92)  833.575  (m)         2734.82   (f) ADJ UNCH    2 0
 PU1026
 PU1026.Superseded values are not recommended for survey control.
 PU1026
 PU1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1026.See file dsdata.pdf to determine how the superseded data were derived.
 PU1026
 PU1026_MARKER: DB = BENCH MARK DISK
 PU1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1026_STAMPING: K 409 1962
 PU1026_MARK LOGO: CGS
 PU1026_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1026+STABILITY: SURFACE MOTION
 PU1026
 PU1026  HISTORY     - Date     Condition        Report By
 PU1026  HISTORY     - 1962     MONUMENTED       CGS
 PU1026
 PU1026                          STATION DESCRIPTION
 PU1026
 PU1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1026'4.8 MI S FROM UNION CENTER.
 PU1026'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU1026'CENTER, THENCE 4.05 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.1
 PU1026'MILE NORTH OF THE INTERSECTION OF A EAST-WEST TRACK ROAD AND
 PU1026'FENCE LINE, 29 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU1026'48.5 FEET NORTH OF THE EAST END OF A 24-INCH PIPE CULVERT, 3.0
 PU1026'FEET WEST OF A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST,
 PU1026'ABOUT 1 FOOT BELOW THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1026'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1000 ***********************************************************************
 PU1000  DESIGNATION -  K 410
 PU1000  PID         -  PU1000
 PU1000  STATE/COUNTY-  SD/MEADE
 PU1000  COUNTRY     -  US
 PU1000  USGS QUAD   -  REDOWL (2017)
 PU1000
 PU1000                         *CURRENT SURVEY CONTROL
 PU1000  ______________________________________________________________________
 PU1000* NAD 83(1986) POSITION- 44 43 08.     (N) 102 36 51.     (W)   SCALED
 PU1000* NAVD 88 ORTHO HEIGHT -   889.080 (meters)     2916.92  (feet) ADJUSTED
 PU1000  ______________________________________________________________________
 PU1000  GEOID HEIGHT    -        -18.156 (meters)                     GEOID18
 PU1000  DYNAMIC HEIGHT  -        888.863 (meters)     2916.21  (feet) COMP
 PU1000  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 PU1000
 PU1000  VERT ORDER      -  SECOND    CLASS 0
 PU1000
 PU1000.The horizontal coordinates were scaled from a map and have
 PU1000.an estimated accuracy of +/- 6 seconds.
 PU1000
 PU1000.The orthometric height was determined by differential leveling and
 PU1000.adjusted by the NATIONAL GEODETIC SURVEY
 PU1000.in June 1991.
 PU1000
 PU1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1000.GEOID18 height accuracy estimate available here.
 PU1000
 PU1000.Click photographs - Photos may exist for this station.
 PU1000
 PU1000.The dynamic height is computed by dividing the NAVD 88
 PU1000.geopotential number by the normal gravity value computed on the
 PU1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1000.degrees latitude (g = 980.6199 gals.).
 PU1000
 PU1000.The modeled gravity was interpolated from observed gravity values.
 PU1000
 PU1000;                    North         East    Units  Estimated Accuracy
 PU1000;SPC SD N     -   101,750.      392,920.      MT  (+/- 180 meters Scaled)
 PU1000
 PU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK889544(NAD 83)
 PU1000
 PU1000                          SUPERSEDED SURVEY CONTROL
 PU1000
 PU1000  NGVD 29 (??/??/92)  888.611  (m)         2915.38   (f) ADJ UNCH    2 0
 PU1000
 PU1000.Superseded values are not recommended for survey control.
 PU1000
 PU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1000.See file dsdata.pdf to determine how the superseded data were derived.
 PU1000
 PU1000_MARKER: DB = BENCH MARK DISK
 PU1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1000_STAMPING: K 410 1962
 PU1000_MARK LOGO: CGS
 PU1000_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1000+STABILITY: SURFACE MOTION
 PU1000
 PU1000  HISTORY     - Date     Condition        Report By
 PU1000  HISTORY     - 1962     MONUMENTED       CGS
 PU1000  HISTORY     - 1981     POOR             USGS
 PU1000
 PU1000                          STATION DESCRIPTION
 PU1000
 PU1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1000'3 MI SE FROM STONEVILLE.
 PU1000'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU1000'THENCE 2.0 MILES EAST ALONG A GRAVEL ROAD, ON THE WEST SLOPE
 PU1000'OF A SHORT STEEP GRADE, 38 FEET SOUTH OF THE CENTER LINE OF THE
 PU1000'ROAD, 23 FEET EAST OF A FENCE CORNER, 6 FEET EAST OF THE EAST
 PU1000'END OF A GATE, 1.9 FEET NORTH OF A FENCE, 2.2 FEET EAST OF A
 PU1000'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU1000'CONCRETE POST PROJECTING 0.4 FOOT.
 PU1000
 PU1000                          STATION RECOVERY (1981)
 PU1000
 PU1000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU1000'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0697 ***********************************************************************
 PU0697  DESIGNATION -  K 411
 PU0697  PID         -  PU0697
 PU0697  STATE/COUNTY-  SD/MEADE
 PU0697  COUNTRY     -  US
 PU0697  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0697
 PU0697                         *CURRENT SURVEY CONTROL
 PU0697  ______________________________________________________________________
 PU0697* NAD 83(1986) POSITION- 44 26 41.     (N) 102 33 44.     (W)   SCALED
 PU0697* NAVD 88 ORTHO HEIGHT -   798.603 (meters)     2620.08  (feet) ADJUSTED
 PU0697  ______________________________________________________________________
 PU0697  GEOID HEIGHT    -        -18.547 (meters)                     GEOID18
 PU0697  DYNAMIC HEIGHT  -        798.385 (meters)     2619.37  (feet) COMP
 PU0697  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 PU0697
 PU0697  VERT ORDER      -  SECOND    CLASS 0
 PU0697
 PU0697.The horizontal coordinates were scaled from a map and have
 PU0697.an estimated accuracy of +/- 6 seconds.
 PU0697
 PU0697.The orthometric height was determined by differential leveling and
 PU0697.adjusted by the NATIONAL GEODETIC SURVEY
 PU0697.in June 1991.
 PU0697
 PU0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0697.GEOID18 height accuracy estimate available here.
 PU0697
 PU0697.Click photographs - Photos may exist for this station.
 PU0697
 PU0697.The dynamic height is computed by dividing the NAVD 88
 PU0697.geopotential number by the normal gravity value computed on the
 PU0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0697.degrees latitude (g = 980.6199 gals.).
 PU0697
 PU0697.The modeled gravity was interpolated from observed gravity values.
 PU0697
 PU0697;                    North         East    Units  Estimated Accuracy
 PU0697;SPC SD N     -    71,170.      396,070.      MT  (+/- 180 meters Scaled)
 PU0697
 PU0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK939241(NAD 83)
 PU0697
 PU0697                          SUPERSEDED SURVEY CONTROL
 PU0697
 PU0697  NGVD 29 (??/??/92)  798.137  (m)         2618.55   (f) ADJ UNCH    2 0
 PU0697
 PU0697.Superseded values are not recommended for survey control.
 PU0697
 PU0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0697.See file dsdata.pdf to determine how the superseded data were derived.
 PU0697
 PU0697_MARKER: DB = BENCH MARK DISK
 PU0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0697_SP_SET: BUILDING FOUNDATION
 PU0697_STAMPING: K 411 1962
 PU0697_MARK LOGO: CGS
 PU0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0697
 PU0697  HISTORY     - Date     Condition        Report By
 PU0697  HISTORY     - 1962     MONUMENTED       CGS
 PU0697
 PU0697                          STATION DESCRIPTION
 PU0697
 PU0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0697'9.1 MI S FROM ENNING.
 PU0697'9.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0697'SET VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION
 PU0697'OF BONETA SPRINGS CHURCH, 0.8 FOOT NORTH OF THE SOUTHWEST
 PU0697'CORNER OF THE FOUNDATION, 64- FEET EAST OF THE CENTER LINE
 PU0697'OF THE ROAD AND ABOUT 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1233 ***********************************************************************
 PU1233  DESIGNATION -  K 412
 PU1233  PID         -  PU1233
 PU1233  STATE/COUNTY-  SD/BUTTE
 PU1233  COUNTRY     -  US
 PU1233  USGS QUAD   -  VOLUNTEER NE (2017)
 PU1233
 PU1233                         *CURRENT SURVEY CONTROL
 PU1233  ______________________________________________________________________
 PU1233* NAD 83(1986) POSITION- 44 44 53.     (N) 103 07 05.     (W)   SCALED
 PU1233* NAVD 88 ORTHO HEIGHT -   874.942 (meters)     2870.54  (feet) ADJUSTED
 PU1233  ______________________________________________________________________
 PU1233  GEOID HEIGHT    -        -17.066 (meters)                     GEOID18
 PU1233  DYNAMIC HEIGHT  -        874.719 (meters)     2869.81  (feet) COMP
 PU1233  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 PU1233
 PU1233  VERT ORDER      -  SECOND    CLASS 0
 PU1233
 PU1233.The horizontal coordinates were scaled from a map and have
 PU1233.an estimated accuracy of +/- 6 seconds.
 PU1233
 PU1233.The orthometric height was determined by differential leveling and
 PU1233.adjusted by the NATIONAL GEODETIC SURVEY
 PU1233.in June 1991.
 PU1233
 PU1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1233.GEOID18 height accuracy estimate available here.
 PU1233
 PU1233.Click photographs - Photos may exist for this station.
 PU1233
 PU1233.The dynamic height is computed by dividing the NAVD 88
 PU1233.geopotential number by the normal gravity value computed on the
 PU1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1233.degrees latitude (g = 980.6199 gals.).
 PU1233
 PU1233.The modeled gravity was interpolated from observed gravity values.
 PU1233
 PU1233;                    North         East    Units  Estimated Accuracy
 PU1233;SPC SD N     -   106,400.      353,150.      MT  (+/- 180 meters Scaled)
 PU1233
 PU1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK489566(NAD 83)
 PU1233
 PU1233                          SUPERSEDED SURVEY CONTROL
 PU1233
 PU1233  NGVD 29 (??/??/92)  874.450  (m)         2868.92   (f) ADJ UNCH    2 0
 PU1233
 PU1233.Superseded values are not recommended for survey control.
 PU1233
 PU1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1233.See file dsdata.pdf to determine how the superseded data were derived.
 PU1233
 PU1233_MARKER: DB = BENCH MARK DISK
 PU1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1233_STAMPING: K 412 1963
 PU1233_MARK LOGO: CGS
 PU1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1233+STABILITY: SURFACE MOTION
 PU1233
 PU1233  HISTORY     - Date     Condition        Report By
 PU1233  HISTORY     - 1963     MONUMENTED       CGS
 PU1233
 PU1233                          STATION DESCRIPTION
 PU1233
 PU1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1233'16.4 MI E FROM NEWELL.
 PU1233'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1233'AT NEWELL, THENCE 15.2 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1233'0.3 MILE EAST OF THE MORE WESTERLY OF TWO WOODEN BRIDGES, ON THE
 PU1233'SOUTHWEST SLOPE AND NEAR THE TOP OF A LOW RIDGE, 64 FEET SOUTHEAST
 PU1233'OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTHWEST OF A T-FENCE
 PU1233'CORNER, 3.0 FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A
 PU1233'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU1233'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1336 ***********************************************************************
 PU1336  DESIGNATION -  K 413
 PU1336  PID         -  PU1336
 PU1336  STATE/COUNTY-  SD/BUTTE
 PU1336  COUNTRY     -  US
 PU1336  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1336
 PU1336                         *CURRENT SURVEY CONTROL
 PU1336  ______________________________________________________________________
 PU1336* NAD 83(1986) POSITION- 44 48 39.     (N) 103 19 38.     (W)   SCALED
 PU1336* NAVD 88 ORTHO HEIGHT -   898.947 (meters)     2949.30  (feet) ADJUSTED
 PU1336  ______________________________________________________________________
 PU1336  GEOID HEIGHT    -        -16.572 (meters)                     GEOID18
 PU1336  DYNAMIC HEIGHT  -        898.727 (meters)     2948.57  (feet) COMP
 PU1336  MODELED GRAVITY -    980,341.9   (mgal)                       NAVD 88
 PU1336
 PU1336  VERT ORDER      -  SECOND    CLASS 0
 PU1336
 PU1336.The horizontal coordinates were scaled from a map and have
 PU1336.an estimated accuracy of +/- 6 seconds.
 PU1336
 PU1336.The orthometric height was determined by differential leveling and
 PU1336.adjusted by the NATIONAL GEODETIC SURVEY
 PU1336.in June 1991.
 PU1336
 PU1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1336.GEOID18 height accuracy estimate available here.
 PU1336
 PU1336.Click photographs - Photos may exist for this station.
 PU1336
 PU1336.The dynamic height is computed by dividing the NAVD 88
 PU1336.geopotential number by the normal gravity value computed on the
 PU1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1336.degrees latitude (g = 980.6199 gals.).
 PU1336
 PU1336.The modeled gravity was interpolated from observed gravity values.
 PU1336
 PU1336;                    North         East    Units  Estimated Accuracy
 PU1336;SPC SD N     -   114,030.      336,890.      MT  (+/- 180 meters Scaled)
 PU1336
 PU1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK322632(NAD 83)
 PU1336
 PU1336                          SUPERSEDED SURVEY CONTROL
 PU1336
 PU1336  NGVD 29 (??/??/92)  898.470  (m)         2947.73   (f) ADJ UNCH    2 0
 PU1336
 PU1336.Superseded values are not recommended for survey control.
 PU1336
 PU1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1336.See file dsdata.pdf to determine how the superseded data were derived.
 PU1336
 PU1336_MARKER: DB = BENCH MARK DISK
 PU1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1336_STAMPING: K 413 1963
 PU1336_MARK LOGO: CGS
 PU1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1336+STABILITY: SURFACE MOTION
 PU1336
 PU1336  HISTORY     - Date     Condition        Report By
 PU1336  HISTORY     - 1963     MONUMENTED       CGS
 PU1336
 PU1336                          STATION DESCRIPTION
 PU1336
 PU1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1336'9.3 MI NE FROM NEWELL.
 PU1336'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1336'SCHOOL AT NEWELL, THENCE 5.8 MILES NORTH ALONG A GRAVELED ROAD,
 PU1336'35.5 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 41 FEET
 PU1336'SOUTH OF THE SOUTH CORNER OF A CATTLE GUARD ACROSS THE ROAD,
 PU1336'33 FEET SOUTHWEST OF A T-FENCE CORNER, 1.5 FEET NORTHWEST OF A
 PU1336'FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1
 PU1336'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1336'CONCRETE POST ROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0258 ***********************************************************************
 QT0258  DESIGNATION -  K 414 RESET
 QT0258  PID         -  QT0258
 QT0258  STATE/COUNTY-  SD/BUTTE
 QT0258  COUNTRY     -  US
 QT0258  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0258
 QT0258                         *CURRENT SURVEY CONTROL
 QT0258  ______________________________________________________________________
 QT0258* NAD 83(1986) POSITION- 45 00 41.     (N) 103 25 27.     (W)   SCALED
 QT0258* NAVD 88 ORTHO HEIGHT -   952.77  (meters)     3125.9   (feet) RESET
 QT0258  ______________________________________________________________________
 QT0258  GEOID HEIGHT    -        -16.426 (meters)                     GEOID18
 QT0258  VERT ORDER      -  THIRD
 QT0258
 QT0258.The horizontal coordinates were scaled from a map and have
 QT0258.an estimated accuracy of +/- 6 seconds.
 QT0258
 QT0258.The orthometric height was computed from unverified reset data.
 QT0258
 QT0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0258.GEOID18 height accuracy estimate available here.
 QT0258
 QT0258.Click photographs - Photos may exist for this station.
 QT0258
 QT0258;                    North         East    Units  Estimated Accuracy
 QT0258;SPC SD N     -   136,620.      330,170.      MT  (+/- 180 meters Scaled)
 QT0258
 QT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK241854(NAD 83)
 QT0258
 QT0258                          SUPERSEDED SURVEY CONTROL
 QT0258
 QT0258.No superseded survey control is available for this station.
 QT0258
 QT0258_MARKER: DB = BENCH MARK DISK
 QT0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0258_STAMPING: K 414 RESET 1967
 QT0258_MARK LOGO: CGS
 QT0258_PROJECTION: PROJECTING 5 CENTIMETERS
 QT0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0258+STABILITY: SURFACE MOTION
 QT0258
 QT0258  HISTORY     - Date     Condition        Report By
 QT0258  HISTORY     - 1967     MONUMENTED       CGS
 QT0258
 QT0258                          STATION DESCRIPTION
 QT0258
 QT0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 QT0258'3.3 MI N FROM CASTLE ROCK.
 QT0258'ABOUT 3.3 MILES NORTH ALONG THE HIGHWAY FROM CASTLE ROCK POST
 QT0258'OFFICE, ABOUT 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 QT0258'1.5 FEET WEST OF A METAL WITNESS POST, 1 FOOT NORTH OF AN
 QT0258'EAST-WEST FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QT0258'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1890 ***********************************************************************
 PU1890  DESIGNATION -  K 415
 PU1890  PID         -  PU1890
 PU1890  STATE/COUNTY-  SD/BUTTE
 PU1890  COUNTRY     -  US
 PU1890  USGS QUAD   -  ARPAN (2017)
 PU1890
 PU1890                         *CURRENT SURVEY CONTROL
 PU1890  ______________________________________________________________________
 PU1890* NAD 83(1986) POSITION- 44 49 55.     (N) 103 39 13.     (W)   SCALED
 PU1890* NAVD 88 ORTHO HEIGHT -   897.480 (meters)     2944.48  (feet) ADJUSTED
 PU1890  ______________________________________________________________________
 PU1890  GEOID HEIGHT    -        -15.994 (meters)                     GEOID18
 PU1890  DYNAMIC HEIGHT  -        897.254 (meters)     2943.74  (feet) COMP
 PU1890  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 PU1890
 PU1890  VERT ORDER      -  SECOND    CLASS 0
 PU1890
 PU1890.The horizontal coordinates were scaled from a map and have
 PU1890.an estimated accuracy of +/- 6 seconds.
 PU1890
 PU1890.The orthometric height was determined by differential leveling and
 PU1890.adjusted by the NATIONAL GEODETIC SURVEY
 PU1890.in June 1991.
 PU1890
 PU1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1890.GEOID18 height accuracy estimate available here.
 PU1890
 PU1890.Click photographs - Photos may exist for this station.
 PU1890
 PU1890.The dynamic height is computed by dividing the NAVD 88
 PU1890.geopotential number by the normal gravity value computed on the
 PU1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1890.degrees latitude (g = 980.6199 gals.).
 PU1890
 PU1890.The modeled gravity was interpolated from observed gravity values.
 PU1890
 PU1890;                    North         East    Units  Estimated Accuracy
 PU1890;SPC SD N     -   117,490.      311,200.      MT  (+/- 180 meters Scaled)
 PU1890
 PU1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK064651(NAD 83)
 PU1890
 PU1890                          SUPERSEDED SURVEY CONTROL
 PU1890
 PU1890  NGVD 29 (??/??/92)  897.003  (m)         2942.92   (f) ADJ UNCH    2 0
 PU1890
 PU1890.Superseded values are not recommended for survey control.
 PU1890
 PU1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1890.See file dsdata.pdf to determine how the superseded data were derived.
 PU1890
 PU1890_MARKER: DB = BENCH MARK DISK
 PU1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1890_STAMPING: K 415 1963
 PU1890_MARK LOGO: CGS
 PU1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1890+STABILITY: SURFACE MOTION
 PU1890
 PU1890  HISTORY     - Date     Condition        Report By
 PU1890  HISTORY     - 1963     MONUMENTED       CGS
 PU1890
 PU1890                          STATION DESCRIPTION
 PU1890
 PU1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1890'16.8 MI NW FROM NISLAND.
 PU1890'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1890'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1890'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1890'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1890'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1890'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1890'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1890'COUNTY ROAD, THENCE 4.9 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1890'ON THE INSIDE OF A CURVE AND 76 FEET WEST OF THE CENTERLINE OF
 PU1890'THE ROAD, 32 FEET WEST OF THE EAST END OF AN EAST-WEST FENCE,
 PU1890'2.8 FEET NORTHWEST OF THE WEST END OF A WIRE GATE, 1.5 FEET EAST
 PU1890'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 PU1890'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1267 ***********************************************************************
 PU1267  DESIGNATION -  K 416
 PU1267  PID         -  PU1267
 PU1267  STATE/COUNTY-  SD/BUTTE
 PU1267  COUNTRY     -  US
 PU1267  USGS QUAD   -  OWL BUTTE (2017)
 PU1267
 PU1267                         *CURRENT SURVEY CONTROL
 PU1267  ______________________________________________________________________
 PU1267* NAD 83(1986) POSITION- 44 50 57.     (N) 103 09 44.     (W)   SCALED
 PU1267* NAVD 88 ORTHO HEIGHT -   909.434 (meters)     2983.70  (feet) ADJUSTED
 PU1267  ______________________________________________________________________
 PU1267  GEOID HEIGHT    -        -16.948 (meters)                     GEOID18
 PU1267  DYNAMIC HEIGHT  -        909.209 (meters)     2982.96  (feet) COMP
 PU1267  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 PU1267
 PU1267  VERT ORDER      -  FIRST     CLASS II
 PU1267
 PU1267.The horizontal coordinates were scaled from a map and have
 PU1267.an estimated accuracy of +/- 6 seconds.
 PU1267
 PU1267.The orthometric height was determined by differential leveling and
 PU1267.adjusted by the NATIONAL GEODETIC SURVEY
 PU1267.in June 1991.
 PU1267
 PU1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1267.GEOID18 height accuracy estimate available here.
 PU1267
 PU1267.Click photographs - Photos may exist for this station.
 PU1267
 PU1267.The dynamic height is computed by dividing the NAVD 88
 PU1267.geopotential number by the normal gravity value computed on the
 PU1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1267.degrees latitude (g = 980.6199 gals.).
 PU1267
 PU1267.The modeled gravity was interpolated from observed gravity values.
 PU1267
 PU1267;                    North         East    Units  Estimated Accuracy
 PU1267;SPC SD N     -   117,760.      350,090.      MT  (+/- 180 meters Scaled)
 PU1267
 PU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK452678(NAD 83)
 PU1267
 PU1267                          SUPERSEDED SURVEY CONTROL
 PU1267
 PU1267  NGVD 29 (??/??/92)  908.945  (m)         2982.10   (f) ADJ UNCH    1 2
 PU1267
 PU1267.Superseded values are not recommended for survey control.
 PU1267
 PU1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1267.See file dsdata.pdf to determine how the superseded data were derived.
 PU1267
 PU1267_MARKER: DB = BENCH MARK DISK
 PU1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1267_STAMPING: K 416 1963
 PU1267_MARK LOGO: CGS
 PU1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1267+STABILITY: SURFACE MOTION
 PU1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1267+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1267
 PU1267  HISTORY     - Date     Condition        Report By
 PU1267  HISTORY     - 1963     MONUMENTED       CGS
 PU1267  HISTORY     - 19951116 GOOD             NGS
 PU1267
 PU1267                          STATION DESCRIPTION
 PU1267
 PU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1267'16.1 MI NE FROM NEWELL.
 PU1267'ABOUT 16.1 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1267'SCHOOL AT NEWELL, ABOUT 1.0 MILE NORTHEAST OF THE JUNCTION OF
 PU1267'TWILIGHT ROAD WHICH IS A GRAVELED ROAD LEADING NORTH, 103 FEET
 PU1267'EAST OF THE SOUTHEAST END OF A 4-FOOT ARCHED CONCRETE CULVERT,
 PU1267'74 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET
 PU1267'NORTHWEST OF A FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST,
 PU1267'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1267'OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1267
 PU1267                          STATION RECOVERY (1995)
 PU1267
 PU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1267'25.7 KM (15.95 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1267'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 221.0 M (725.1 FT) NORTHEAST
 PU1267'OF MILEPOST 55, 18.2 M (59.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 PU1267'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 PU1267'NORTHWEST OF A FENCE, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND
 PU1267'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1322 ***********************************************************************
 PU1322  DESIGNATION -  K 417
 PU1322  PID         -  PU1322
 PU1322  STATE/COUNTY-  SD/BUTTE
 PU1322  COUNTRY     -  US
 PU1322  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1322
 PU1322                         *CURRENT SURVEY CONTROL
 PU1322  ______________________________________________________________________
 PU1322* NAD 83(1986) POSITION- 44 57 11.     (N) 103 21 47.     (W)   SCALED
 PU1322* NAVD 88 ORTHO HEIGHT -   937.962 (meters)     3077.30  (feet) ADJUSTED
 PU1322  ______________________________________________________________________
 PU1322  GEOID HEIGHT    -        -16.525 (meters)                     GEOID18
 PU1322  DYNAMIC HEIGHT  -        937.739 (meters)     3076.57  (feet) COMP
 PU1322  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 PU1322
 PU1322  VERT ORDER      -  SECOND    CLASS 0
 PU1322
 PU1322.The horizontal coordinates were scaled from a map and have
 PU1322.an estimated accuracy of +/- 6 seconds.
 PU1322
 PU1322.The orthometric height was determined by differential leveling and
 PU1322.adjusted by the NATIONAL GEODETIC SURVEY
 PU1322.in June 1991.
 PU1322
 PU1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1322.GEOID18 height accuracy estimate available here.
 PU1322
 PU1322.Click photographs - Photos may exist for this station.
 PU1322
 PU1322.The dynamic height is computed by dividing the NAVD 88
 PU1322.geopotential number by the normal gravity value computed on the
 PU1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1322.degrees latitude (g = 980.6199 gals.).
 PU1322
 PU1322.The modeled gravity was interpolated from observed gravity values.
 PU1322
 PU1322;                    North         East    Units  Estimated Accuracy
 PU1322;SPC SD N     -   129,940.      334,710.      MT  (+/- 180 meters Scaled)
 PU1322
 PU1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK291790(NAD 83)
 PU1322
 PU1322                          SUPERSEDED SURVEY CONTROL
 PU1322
 PU1322  NGVD 29 (??/??/92)  937.486  (m)         3075.74   (f) ADJ UNCH    2 0
 PU1322
 PU1322.Superseded values are not recommended for survey control.
 PU1322
 PU1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1322.See file dsdata.pdf to determine how the superseded data were derived.
 PU1322
 PU1322_MARKER: DB = BENCH MARK DISK
 PU1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1322_STAMPING: K 417 1963
 PU1322_MARK LOGO: CGS
 PU1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1322+STABILITY: SURFACE MOTION
 PU1322
 PU1322  HISTORY     - Date     Condition        Report By
 PU1322  HISTORY     - 1963     MONUMENTED       CGS
 PU1322
 PU1322                          STATION DESCRIPTION
 PU1322
 PU1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1322'3.7 MI SE FROM CASTLE ROCK.
 PU1322'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1322'OFFICE AT CASTLE ROCK, THENCE 3.1 MILES SOUTHEAST ALONG A
 PU1322'GRADED COUNTY ROAD, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 PU1322'6.0 FEET NORTHEAST OF A FENCE CORNER, 2.3 FEET EAST OF A FENCE
 PU1322'LEADING NORTH, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU1322'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1322'CONCRETE POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1475 ***********************************************************************
 PU1475  DESIGNATION -  K 418
 PU1475  PID         -  PU1475
 PU1475  STATE/COUNTY-  SD/MEADE
 PU1475  COUNTRY     -  US
 PU1475  USGS QUAD   -  FORT MEADE NE (2017)
 PU1475
 PU1475                         *CURRENT SURVEY CONTROL
 PU1475  ______________________________________________________________________
 PU1475* NAD 83(1986) POSITION- 44 28 10.     (N) 103 20 53.     (W)   SCALED
 PU1475* NAVD 88 ORTHO HEIGHT -   894.701 (meters)     2935.36  (feet) ADJUSTED
 PU1475  ______________________________________________________________________
 PU1475  GEOID HEIGHT    -        -16.199 (meters)                     GEOID18
 PU1475  DYNAMIC HEIGHT  -        894.441 (meters)     2934.51  (feet) COMP
 PU1475  MODELED GRAVITY -    980,296.7   (mgal)                       NAVD 88
 PU1475
 PU1475  VERT ORDER      -  FIRST     CLASS II
 PU1475
 PU1475.The horizontal coordinates were scaled from a map and have
 PU1475.an estimated accuracy of +/- 6 seconds.
 PU1475
 PU1475.The orthometric height was determined by differential leveling and
 PU1475.adjusted by the NATIONAL GEODETIC SURVEY
 PU1475.in October 1997.
 PU1475
 PU1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1475.GEOID18 height accuracy estimate available here.
 PU1475
 PU1475.Click photographs - Photos may exist for this station.
 PU1475
 PU1475.The dynamic height is computed by dividing the NAVD 88
 PU1475.geopotential number by the normal gravity value computed on the
 PU1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1475.degrees latitude (g = 980.6199 gals.).
 PU1475
 PU1475.The modeled gravity was interpolated from observed gravity values.
 PU1475
 PU1475;                    North         East    Units  Estimated Accuracy
 PU1475;SPC SD N     -    76,190.      333,670.      MT  (+/- 180 meters Scaled)
 PU1475
 PU1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK313253(NAD 83)
 PU1475
 PU1475                          SUPERSEDED SURVEY CONTROL
 PU1475
 PU1475  NAVD 88 (06/15/91)  894.715  (m)         2935.41   (f) SUPERSEDED  1 2
 PU1475  NGVD 29 (??/??/92)  894.220  (m)         2933.79   (f) ADJ UNCH    1 2
 PU1475
 PU1475.Superseded values are not recommended for survey control.
 PU1475
 PU1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1475.See file dsdata.pdf to determine how the superseded data were derived.
 PU1475
 PU1475_MARKER: DB = BENCH MARK DISK
 PU1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1475_SP_SET: WINGWALL
 PU1475_STAMPING: K 418 1963
 PU1475_MARK LOGO: CGS
 PU1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1475+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2012
 PU1475
 PU1475  HISTORY     - Date     Condition        Report By
 PU1475  HISTORY     - 1963     MONUMENTED       CGS
 PU1475  HISTORY     - 19950513 GOOD             NGS
 PU1475  HISTORY     - 20120329 GOOD             INDIV
 PU1475
 PU1475                          STATION DESCRIPTION
 PU1475
 PU1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1475'2.2 MI W FROM BEAR BUTTE.
 PU1475'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 34 FROM THE CATHOLIC
 PU1475'CHURCH AT BEAR BUTTE, SET IN THE TOP OF THE WEST END OF THE
 PU1475'SOUTH CONCRETE WING WALL OF A CONCRETE BRIDGE OVER BEAR BUTTE
 PU1475'CREEK, 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.1
 PU1475'FEET EAST OF THE WEST EDGE OF THE WING WALL, AND ABOUT LEVEL
 PU1475'WITH THE HIGHWAY.
 PU1475
 PU1475                          STATION RECOVERY (1995)
 PU1475
 PU1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1475'17.5 KM (10.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1475'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 4.1 M
 PU1475'(13.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE
 PU1475'WINGWALL OF A HIGHWAY BRIDGE SPANNING BEAR BUTTE CREEK, 413.7 M
 PU1475'(1357.3 FT) WEST OF MILEPOST 45, AND 5.6 M (18.4 FT) WEST OF AND LEVEL
 PU1475'WITH THE HIGHWAY CENTERLINE.
 PU1475
 PU1475                          STATION RECOVERY (2012)
 PU1475
 PU1475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1196 ***********************************************************************
 PU1196  DESIGNATION -  K 419
 PU1196  PID         -  PU1196
 PU1196  STATE/COUNTY-  SD/MEADE
 PU1196  COUNTRY     -  US
 PU1196  USGS QUAD   -  VOLUNTEER (2017)
 PU1196
 PU1196                         *CURRENT SURVEY CONTROL
 PU1196  ______________________________________________________________________
 PU1196* NAD 83(1986) POSITION- 44 30 00.3    (N) 103 11 17.3    (W)   HD_HELD2
 PU1196* NAVD 88 ORTHO HEIGHT -   821.438 (meters)     2695.00  (feet) ADJUSTED
 PU1196  ______________________________________________________________________
 PU1196  GEOID HEIGHT    -        -16.806 (meters)                     GEOID18
 PU1196  DYNAMIC HEIGHT  -        821.215 (meters)     2694.27  (feet) COMP
 PU1196  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 PU1196
 PU1196  VERT ORDER      -  FIRST     CLASS II
 PU1196
 PU1196.The horizontal coordinates were established by autonomous hand held GPS
 PU1196.observations and have an estimated accuracy of +/- 10 meters.
 PU1196
 PU1196.The orthometric height was determined by differential leveling and
 PU1196.adjusted by the NATIONAL GEODETIC SURVEY
 PU1196.in October 1997.
 PU1196
 PU1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1196.GEOID18 height accuracy estimate available here.
 PU1196
 PU1196.Click photographs - Photos may exist for this station.
 PU1196
 PU1196.The dynamic height is computed by dividing the NAVD 88
 PU1196.geopotential number by the normal gravity value computed on the
 PU1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1196.degrees latitude (g = 980.6199 gals.).
 PU1196
 PU1196.The modeled gravity was interpolated from observed gravity values.
 PU1196
 PU1196;                    North         East    Units  Estimated Accuracy
 PU1196;SPC SD N     -    79,083.      346,518.      MT  (+/- 10 meters HH2 GPS)
 PU1196
 PU1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4403929015(NAD 83)
 PU1196
 PU1196                          SUPERSEDED SURVEY CONTROL
 PU1196
 PU1196  NAVD 88 (06/15/91)  821.458  (m)         2695.07   (f) SUPERSEDED  1 2
 PU1196  NGVD 29 (??/??/92)  820.977  (m)         2693.49   (f) ADJ UNCH    1 2
 PU1196
 PU1196.Superseded values are not recommended for survey control.
 PU1196
 PU1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1196.See file dsdata.pdf to determine how the superseded data were derived.
 PU1196
 PU1196_MARKER: DB = BENCH MARK DISK
 PU1196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1196_SP_SET: HEADWALL
 PU1196_STAMPING: K 419 1963
 PU1196_MARK LOGO: CGS
 PU1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1196+STABILITY: SURFACE MOTION
 PU1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1196+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 PU1196
 PU1196  HISTORY     - Date     Condition        Report By
 PU1196  HISTORY     - 1963     MONUMENTED       CGS
 PU1196  HISTORY     - 19950513 GOOD             NGS
 PU1196  HISTORY     - 20120420 GOOD             INDIV
 PU1196
 PU1196                          STATION DESCRIPTION
 PU1196
 PU1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1196'3 MI W FROM VOLUNTEER.
 PU1196'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1196'VOLUNTEER, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 PU1196'HEADWALL OF A 24-FOOT CONCRETE CULVERT, 24 FEET NORTH OF THE
 PU1196'CENTERLINE OF THE HIGHWAY, 0.5 FOOT EAST OF THE WEST EDGE OF THE
 PU1196'HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 PU1196
 PU1196                          STATION RECOVERY (1995)
 PU1196
 PU1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1196'31.5 KM (19.55 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1196'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 0.1 M
 PU1196'(0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 PU1196'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 852.0 M (2795.3 FT) EAST OF
 PU1196'MILEPOST 53, 742.0 M (2434.4 FT) WEST OF MILEPOST 54, 7.9 M (25.9 FT)
 PU1196'NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE
 PU1196'LEVEL OF THE HIGHWAY.
 PU1196
 PU1196                          STATION RECOVERY (2012)
 PU1196
 PU1196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0615 ***********************************************************************
 OT0615  DESIGNATION -  K 427
 OT0615  PID         -  OT0615
 OT0615  STATE/COUNTY-  SD/FALL RIVER
 OT0615  COUNTRY     -  US
 OT0615  USGS QUAD   -  EDGEMONT (2017)
 OT0615
 OT0615                         *CURRENT SURVEY CONTROL
 OT0615  ______________________________________________________________________
 OT0615* NAD 83(1986) POSITION- 43 16 36.     (N) 103 49 30.     (W)   SCALED
 OT0615* NAVD 88 ORTHO HEIGHT -  1084.280 (meters)     3557.34  (feet) ADJUSTED
 OT0615  ______________________________________________________________________
 OT0615  GEOID HEIGHT    -        -15.115 (meters)                     GEOID18
 OT0615  DYNAMIC HEIGHT  -       1083.829 (meters)     3555.86  (feet) COMP
 OT0615  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 OT0615
 OT0615  VERT ORDER      -  FIRST     CLASS II
 OT0615
 OT0615.The horizontal coordinates were scaled from a map and have
 OT0615.an estimated accuracy of +/- 6 seconds.
 OT0615
 OT0615.The orthometric height was determined by differential leveling and
 OT0615.adjusted by the NATIONAL GEODETIC SURVEY
 OT0615.in June 1991.
 OT0615
 OT0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0615.GEOID18 height accuracy estimate available here.
 OT0615
 OT0615.Click photographs - Photos may exist for this station.
 OT0615
 OT0615.The dynamic height is computed by dividing the NAVD 88
 OT0615.geopotential number by the normal gravity value computed on the
 OT0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0615.degrees latitude (g = 980.6199 gals.).
 OT0615
 OT0615.The modeled gravity was interpolated from observed gravity values.
 OT0615
 OT0615;                    North         East    Units  Estimated Accuracy
 OT0615;SPC SD S     -   110,750.      316,670.      MT  (+/- 180 meters Scaled)
 OT0615
 OT0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH953922(NAD 83)
 OT0615
 OT0615                          SUPERSEDED SURVEY CONTROL
 OT0615
 OT0615.No superseded survey control is available for this station.
 OT0615
 OT0615_MARKER: I = METAL ROD
 OT0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0615_STAMPING: K 427 1985
 OT0615_MARK LOGO: NGS
 OT0615_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0615_ROD/PIPE-DEPTH: 7.3 meters
 OT0615
 OT0615  HISTORY     - Date     Condition        Report By
 OT0615  HISTORY     - 1985     MONUMENTED       NGS
 OT0615
 OT0615                          STATION DESCRIPTION
 OT0615
 OT0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0615'10.2 KM (6.35 MI) NORTH FROM PROVO.
 OT0615'10.2 KM (6.35 MI) NORTH ALONG STATE HIGHWAY 471 FROM THE POST OFFICE
 OT0615'AT PROVO, AT A PASTURE ENTRANCE AND A TRACK ROAD OVER A BAR DITCH,
 OT0615'15.2 METERS (50 FT) EAST OF THE HIGHWAY CENTERLINE, 53.4 METERS (175
 OT0615'FT) NORTH OF A FENCE CORNER AND 0.3 METER (1 FT) WEST OF A FENCE.
 OT0615'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0615'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0623 ***********************************************************************
 OT0623  DESIGNATION -  K 429
 OT0623  PID         -  OT0623
 OT0623  STATE/COUNTY-  SD/FALL RIVER
 OT0623  COUNTRY     -  US
 OT0623  USGS QUAD   -  EDGEMONT SW (2017)
 OT0623
 OT0623                         *CURRENT SURVEY CONTROL
 OT0623  ______________________________________________________________________
 OT0623* NAD 83(1986) POSITION- 43 22 08.     (N) 103 52 33.     (W)   SCALED
 OT0623* NAVD 88 ORTHO HEIGHT -  1080.711 (meters)     3545.63  (feet) ADJUSTED
 OT0623  ______________________________________________________________________
 OT0623  GEOID HEIGHT    -        -14.896 (meters)                     GEOID18
 OT0623  DYNAMIC HEIGHT  -       1080.262 (meters)     3544.16  (feet) COMP
 OT0623  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 OT0623
 OT0623  VERT ORDER      -  FIRST     CLASS II
 OT0623
 OT0623.The horizontal coordinates were scaled from a map and have
 OT0623.an estimated accuracy of +/- 6 seconds.
 OT0623
 OT0623.The orthometric height was determined by differential leveling and
 OT0623.adjusted by the NATIONAL GEODETIC SURVEY
 OT0623.in June 1991.
 OT0623
 OT0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0623.GEOID18 height accuracy estimate available here.
 OT0623
 OT0623.Click photographs - Photos may exist for this station.
 OT0623
 OT0623.The dynamic height is computed by dividing the NAVD 88
 OT0623.geopotential number by the normal gravity value computed on the
 OT0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0623.degrees latitude (g = 980.6199 gals.).
 OT0623
 OT0623.The modeled gravity was interpolated from observed gravity values.
 OT0623
 OT0623;                    North         East    Units  Estimated Accuracy
 OT0623;SPC SD S     -   121,160.      312,990.      MT  (+/- 180 meters Scaled)
 OT0623
 OT0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ910023(NAD 83)
 OT0623
 OT0623                          SUPERSEDED SURVEY CONTROL
 OT0623
 OT0623.No superseded survey control is available for this station.
 OT0623
 OT0623_MARKER: I = METAL ROD
 OT0623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0623_STAMPING: K 429 1985
 OT0623_MARK LOGO: NGS
 OT0623_PROJECTION: FLUSH
 OT0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0623_ROD/PIPE-DEPTH: 8.5 meters
 OT0623
 OT0623  HISTORY     - Date     Condition        Report By
 OT0623  HISTORY     - 1985     MONUMENTED       NGS
 OT0623
 OT0623                          STATION DESCRIPTION
 OT0623
 OT0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0623'8.9 KM (5.55 MI) NORTH FROM EDGEMONT.
 OT0623'8.9 KM (5.55 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0623'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0623'EDGEMONT, ON THE OUTSIDE OF A RIGHT ANGLE CURVE FROM NORTH TO WEST,
 OT0623'29.3 METERS (96 FT) NORTHEAST OF THE CENTER OF THE ROAD, 8.4 METERS
 OT0623'(27.5 FT) SOUTH OF THE SOUTH END OF A WIRE GATE AND 0.3 METER (1 FT)
 OT0623'WEST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 OT0623'THROUGH A 5-INCH LOGO CAP.
 OT0623'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0623'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0654 ***********************************************************************
 OT0654  DESIGNATION -  K 430
 OT0654  PID         -  OT0654
 OT0654  STATE/COUNTY-  SD/CUSTER
 OT0654  COUNTRY     -  US
 OT0654  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0654
 OT0654                         *CURRENT SURVEY CONTROL
 OT0654  ______________________________________________________________________
 OT0654* NAD 83(1986) POSITION- 43 30 16.     (N) 103 19 51.     (W)   SCALED
 OT0654* NAVD 88 ORTHO HEIGHT -  1017.801 (meters)     3339.24  (feet) ADJUSTED
 OT0654  ______________________________________________________________________
 OT0654  GEOID HEIGHT    -        -15.948 (meters)                     GEOID18
 OT0654  DYNAMIC HEIGHT  -       1017.395 (meters)     3337.90  (feet) COMP
 OT0654  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 OT0654
 OT0654  VERT ORDER      -  FIRST     CLASS II
 OT0654
 OT0654.The horizontal coordinates were scaled from a map and have
 OT0654.an estimated accuracy of +/- 6 seconds.
 OT0654
 OT0654.The orthometric height was determined by differential leveling and
 OT0654.adjusted by the NATIONAL GEODETIC SURVEY
 OT0654.in June 1991.
 OT0654
 OT0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0654.GEOID18 height accuracy estimate available here.
 OT0654
 OT0654.Click photographs - Photos may exist for this station.
 OT0654
 OT0654.The dynamic height is computed by dividing the NAVD 88
 OT0654.geopotential number by the normal gravity value computed on the
 OT0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0654.degrees latitude (g = 980.6199 gals.).
 OT0654
 OT0654.The modeled gravity was interpolated from observed gravity values.
 OT0654
 OT0654;                    North         East    Units  Estimated Accuracy
 OT0654;SPC SD S     -   134,470.      357,670.      MT  (+/- 180 meters Scaled)
 OT0654
 OT0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ349181(NAD 83)
 OT0654
 OT0654                          SUPERSEDED SURVEY CONTROL
 OT0654
 OT0654.No superseded survey control is available for this station.
 OT0654
 OT0654_MARKER: I = METAL ROD
 OT0654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0654_STAMPING: K 430 1985
 OT0654_MARK LOGO: NGS
 OT0654_PROJECTION: FLUSH
 OT0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0654+STABILITY: POSITION/ELEVATION WELL
 OT0654_ROD/PIPE-DEPTH: 13.1 meters
 OT0654_SLEEVE-DEPTH  : 12.2 meters
 OT0654
 OT0654  HISTORY     - Date     Condition        Report By
 OT0654  HISTORY     - 1985     MONUMENTED       NGS
 OT0654
 OT0654                          STATION DESCRIPTION
 OT0654
 OT0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0654'21.2 KM (13.2 MI) SE FROM HOT SPRINGS.
 OT0654'8.1 KM (5.05 MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR
 OT0654'JUNCTION AT HOT SPRINGS, THENCE 13.1 KM (8.2 MI) NORTH ALONG STATE
 OT0654'HIGHWAY 79, IN THE WEST CORNER OF THE INTERSECTION OF COUNTY ROAD 101,
 OT0654'ALSO 41.3 KM (25.8 MI) SOUTH OF HERMOSA, 29.9 METERS (98 FT) NORTHWEST
 OT0654'OF THE HIGHWAY CENTERLINE, 38.7 METERS (127 FT) SOUTHWEST OF THE
 OT0654'CENTER OF THE ROAD, 61.4 METERS (201.5 FT) SOUTHWEST OF MILEPOST 35,
 OT0654'26.4 METERS (86.5 FT) WEST OF THE NORTHWEST END OF A 40-INCH CONCRETE
 OT0654'PIPE CULVERT AND 0.9 METER (3 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 OT0654'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0654'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 OT0654'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0680 ***********************************************************************
 OT0680  DESIGNATION -  K 431
 OT0680  PID         -  OT0680
 OT0680  STATE/COUNTY-  SD/PENNINGTON
 OT0680  COUNTRY     -  US
 OT0680  USGS QUAD   -  HERMOSA NW (2017)
 OT0680
 OT0680                         *CURRENT SURVEY CONTROL
 OT0680  ______________________________________________________________________
 OT0680* NAD 83(1986) POSITION- 43 55 41.     (N) 103 11 59.     (W)   SCALED
 OT0680* NAVD 88 ORTHO HEIGHT -  1073.189 (meters)     3520.95  (feet) ADJUSTED
 OT0680  ______________________________________________________________________
 OT0680  GEOID HEIGHT    -        -15.997 (meters)                     GEOID18
 OT0680  DYNAMIC HEIGHT  -       1072.793 (meters)     3519.66  (feet) COMP
 OT0680  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 OT0680
 OT0680  VERT ORDER      -  FIRST     CLASS II
 OT0680
 OT0680.The horizontal coordinates were scaled from a map and have
 OT0680.an estimated accuracy of +/- 6 seconds.
 OT0680
 OT0680.The orthometric height was determined by differential leveling and
 OT0680.adjusted by the NATIONAL GEODETIC SURVEY
 OT0680.in June 1991.
 OT0680
 OT0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0680.GEOID18 height accuracy estimate available here.
 OT0680
 OT0680.Click photographs - Photos may exist for this station.
 OT0680
 OT0680.The dynamic height is computed by dividing the NAVD 88
 OT0680.geopotential number by the normal gravity value computed on the
 OT0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0680.degrees latitude (g = 980.6199 gals.).
 OT0680
 OT0680.The modeled gravity was interpolated from observed gravity values.
 OT0680
 OT0680;                    North         East    Units  Estimated Accuracy
 OT0680;SPC SD S     -   181,130.      369,880.      MT  (+/- 180 meters Scaled)
 OT0680
 OT0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ445654(NAD 83)
 OT0680
 OT0680                          SUPERSEDED SURVEY CONTROL
 OT0680
 OT0680.No superseded survey control is available for this station.
 OT0680
 OT0680_MARKER: I = METAL ROD
 OT0680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0680+WITH SETTING: INFORMATION.
 OT0680_STAMPING: K 431 1985
 OT0680_MARK LOGO: NGS
 OT0680_PROJECTION: FLUSH
 OT0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0680_ROD/PIPE-DEPTH: 1.5 meters
 OT0680
 OT0680  HISTORY     - Date     Condition        Report By
 OT0680  HISTORY     - 1985     MONUMENTED       NGS
 OT0680  HISTORY     - 20120314 MARK NOT FOUND   INDIV
 OT0680
 OT0680                          STATION DESCRIPTION
 OT0680
 OT0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0680'9.8 KM (6.1 MI) NORTH FROM HERMOSA.
 OT0680'9.85 KM (6.15 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0680'STATE HIGHWAY 40 EAST AT HERMOSA, 2.75 KM (1.7 MI) SOUTH OF THE
 OT0680'CROSSING OF SPRING CREEK, 0.65 KM (0.4 MI) SOUTH OF MILEPOST 67, 29.9
 OT0680'METERS (98 FT) WEST OF THE HIGHWAY CENTERLINE, 10.1 METERS (36.5 FT)
 OT0680'NORTH OF A POWER POLE, 1.5 METERS (5 FT) NORTH OF THE NORTH END OF A
 OT0680'WIRE GATE AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  ROD
 OT0680'SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0680'5-INCH LOGO CAP.
 OT0680'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0680'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OT0680
 OT0680                          STATION RECOVERY (2012)
 OT0680
 OT0680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0680'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0900 ***********************************************************************
 PT0900  DESIGNATION -  K 432
 PT0900  PID         -  PT0900
 PT0900  STATE/COUNTY-  SD/HAAKON
 PT0900  COUNTRY     -  US
 PT0900  USGS QUAD   -  MIDLAND (2017)
 PT0900
 PT0900                         *CURRENT SURVEY CONTROL
 PT0900  ______________________________________________________________________
 PT0900* NAD 83(1986) POSITION- 44 03 13.     (N) 101 09 35.     (W)   SCALED
 PT0900* NAVD 88 ORTHO HEIGHT -   605.313 (meters)     1985.93  (feet) ADJUSTED
 PT0900  ______________________________________________________________________
 PT0900  GEOID HEIGHT    -        -22.862 (meters)                     GEOID18
 PT0900  DYNAMIC HEIGHT  -        605.140 (meters)     1985.36  (feet) COMP
 PT0900  MODELED GRAVITY -    980,314.0   (mgal)                       NAVD 88
 PT0900
 PT0900  VERT ORDER      -  FIRST     CLASS II
 PT0900
 PT0900.The horizontal coordinates were scaled from a map and have
 PT0900.an estimated accuracy of +/- 6 seconds.
 PT0900
 PT0900.The orthometric height was determined by differential leveling and
 PT0900.adjusted by the NATIONAL GEODETIC SURVEY
 PT0900.in June 1991.
 PT0900
 PT0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0900.GEOID18 height accuracy estimate available here.
 PT0900
 PT0900.Click photographs - Photos may exist for this station.
 PT0900
 PT0900.The dynamic height is computed by dividing the NAVD 88
 PT0900.geopotential number by the normal gravity value computed on the
 PT0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0900.degrees latitude (g = 980.6199 gals.).
 PT0900
 PT0900.The modeled gravity was interpolated from observed gravity values.
 PT0900
 PT0900;                    North         East    Units  Estimated Accuracy
 PT0900;SPC SD S     -   191,440.      533,780.      MT  (+/- 180 meters Scaled)
 PT0900
 PT0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP270800(NAD 83)
 PT0900
 PT0900                          SUPERSEDED SURVEY CONTROL
 PT0900
 PT0900.No superseded survey control is available for this station.
 PT0900
 PT0900_MARKER: I = METAL ROD
 PT0900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0900_STAMPING: K 432 1985
 PT0900_MARK LOGO: NGS
 PT0900_PROJECTION: FLUSH
 PT0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0900+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0900_ROD/PIPE-DEPTH: 3.7 meters
 PT0900
 PT0900  HISTORY     - Date     Condition        Report By
 PT0900  HISTORY     - 1985     MONUMENTED       NGS
 PT0900  HISTORY     - 20120605 GOOD             INDIV
 PT0900
 PT0900                          STATION DESCRIPTION
 PT0900
 PT0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0900'2.1 KM (1.3 MI) SOUTH FROM MIDLAND.
 PT0900'2.10 KM (1.31 MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF
 PT0900'US HIGHWAY 14 AT MIDLAND, IN THE CENTER OF A DOUBLE WOODEN POST BRACE
 PT0900'IN THE RIGHT-OF-WAY FENCE, AT THE SOUTH END OF A SHORT LOW CUT, .72 KM
 PT0900'(0.45 MI) SOUTH OF THE JUNCTION OF A GRAVEL ROAD, 0.66 KM (0.41 MI)
 PT0900'SOUTH OF MILEPOST 96, 30.5 METERS (100 FT) EAST OF THE HIGHWAY
 PT0900'CENTERLINE AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 PT0900'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0900'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0900'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PT0900
 PT0900                          STATION RECOVERY (2012)
 PT0900
 PT0900'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0940 ***********************************************************************
 PT0940  DESIGNATION -  K 433
 PT0940  PID         -  PT0940
 PT0940  STATE/COUNTY-  SD/STANLEY
 PT0940  COUNTRY     -  US
 PT0940  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0940
 PT0940                         *CURRENT SURVEY CONTROL
 PT0940  ______________________________________________________________________
 PT0940* NAD 83(1986) POSITION- 44 39 42.     (N) 101 08 40.     (W)   SCALED
 PT0940* NAVD 88 ORTHO HEIGHT -   633.896 (meters)     2079.71  (feet) ADJUSTED
 PT0940  ______________________________________________________________________
 PT0940  GEOID HEIGHT    -        -21.954 (meters)                     GEOID18
 PT0940  DYNAMIC HEIGHT  -        633.759 (meters)     2079.26  (feet) COMP
 PT0940  MODELED GRAVITY -    980,381.2   (mgal)                       NAVD 88
 PT0940
 PT0940  VERT ORDER      -  FIRST     CLASS II
 PT0940
 PT0940.The horizontal coordinates were scaled from a map and have
 PT0940.an estimated accuracy of +/- 6 seconds.
 PT0940
 PT0940.The orthometric height was determined by differential leveling and
 PT0940.adjusted by the NATIONAL GEODETIC SURVEY
 PT0940.in June 1991.
 PT0940
 PT0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0940.GEOID18 height accuracy estimate available here.
 PT0940
 PT0940.Click photographs - Photos may exist for this station.
 PT0940
 PT0940.The dynamic height is computed by dividing the NAVD 88
 PT0940.geopotential number by the normal gravity value computed on the
 PT0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0940.degrees latitude (g = 980.6199 gals.).
 PT0940
 PT0940.The modeled gravity was interpolated from observed gravity values.
 PT0940
 PT0940;                    North         East    Units  Estimated Accuracy
 PT0940;SPC SD S     -   258,990.      535,670.      MT  (+/- 180 meters Scaled)
 PT0940
 PT0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ299476(NAD 83)
 PT0940
 PT0940                          SUPERSEDED SURVEY CONTROL
 PT0940
 PT0940.No superseded survey control is available for this station.
 PT0940
 PT0940_MARKER: I = METAL ROD
 PT0940_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0940_STAMPING: K 433 1985
 PT0940_MARK LOGO: NGS
 PT0940_PROJECTION: FLUSH
 PT0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0940+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0940_ROD/PIPE-DEPTH: 6.1 meters
 PT0940
 PT0940  HISTORY     - Date     Condition        Report By
 PT0940  HISTORY     - 1985     MONUMENTED       NGS
 PT0940  HISTORY     - 20110407 GOOD             INDIV
 PT0940
 PT0940                          STATION DESCRIPTION
 PT0940
 PT0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0940'48.8 KM (30.3 MI) SOUTH FROM EAGLE BUTTE.
 PT0940'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0940'STREET AT EAGLE BUTTE, THENCE 45.28 KM (28.14 MI) SOUTH ALONG STATE
 PT0940'HIGHWAY 63, IN THE CENTER OF A DOUBLE WOODEN POST BRACE IN THE
 PT0940'RIGHT-OF-WAY FENCE, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 PT0940'GRAVEL ROAD LEADING EAST, 0.33 KM (0.21 MI) NORTH OF MILEPOST 139,
 PT0940'22.9 METERS (75 FT) EAST OF THE HIGHWAY CENTERLINE, 19.5 METERS
 PT0940'(64 FT) SOUTH OF THE CENTER OF THE ROAD, 15.5 METERS (51 FT)
 PT0940'EAST-SOUTHEAST OF THE SOUTH END OF A 24-INCH PIPE CULVERT AND
 PT0940'0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 PT0940'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0940'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0940'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 PT0940
 PT0940                          STATION RECOVERY (2011)
 PT0940
 PT0940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0666 ***********************************************************************
 OS0666  DESIGNATION -  K 434
 OS0666  PID         -  OS0666
 OS0666  STATE/COUNTY-  SD/JACKSON
 OS0666  COUNTRY     -  US
 OS0666  USGS QUAD   -  STAMFORD (2017)
 OS0666
 OS0666                         *CURRENT SURVEY CONTROL
 OS0666  ______________________________________________________________________
 OS0666* NAD 83(1986) POSITION- 43 53 39.     (N) 101 06 13.     (W)   SCALED
 OS0666* NAVD 88 ORTHO HEIGHT -   727.800 (meters)     2387.79  (feet) ADJUSTED
 OS0666  ______________________________________________________________________
 OS0666  GEOID HEIGHT    -        -23.097 (meters)                     GEOID18
 OS0666  DYNAMIC HEIGHT  -        727.559 (meters)     2387.00  (feet) COMP
 OS0666  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OS0666
 OS0666  VERT ORDER      -  FIRST     CLASS II
 OS0666
 OS0666.The horizontal coordinates were scaled from a map and have
 OS0666.an estimated accuracy of +/- 6 seconds.
 OS0666
 OS0666.The orthometric height was determined by differential leveling and
 OS0666.adjusted by the NATIONAL GEODETIC SURVEY
 OS0666.in June 1991.
 OS0666
 OS0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0666.GEOID18 height accuracy estimate available here.
 OS0666
 OS0666.Click photographs - Photos may exist for this station.
 OS0666
 OS0666.The dynamic height is computed by dividing the NAVD 88
 OS0666.geopotential number by the normal gravity value computed on the
 OS0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0666.degrees latitude (g = 980.6199 gals.).
 OS0666
 OS0666.The modeled gravity was interpolated from observed gravity values.
 OS0666
 OS0666;                    North         East    Units  Estimated Accuracy
 OS0666;SPC SD S     -   173,680.      538,120.      MT  (+/- 180 meters Scaled)
 OS0666
 OS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP310622(NAD 83)
 OS0666
 OS0666                          SUPERSEDED SURVEY CONTROL
 OS0666
 OS0666.No superseded survey control is available for this station.
 OS0666
 OS0666_MARKER: I = METAL ROD
 OS0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0666_STAMPING: K 434 1985
 OS0666_MARK LOGO: NGS
 OS0666_PROJECTION: FLUSH
 OS0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0666+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OS0666_ROD/PIPE-DEPTH: 3.7 meters
 OS0666
 OS0666  HISTORY     - Date     Condition        Report By
 OS0666  HISTORY     - 1985     MONUMENTED       NGS
 OS0666  HISTORY     - 19910621 GOOD             NGS
 OS0666  HISTORY     - 20130115 GOOD             INDIV
 OS0666
 OS0666                          STATION DESCRIPTION
 OS0666
 OS0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0666'17.8 KM (11.05 MI) WEST FROM OKATON.
 OS0666'THE MARK IS 0.5 M ABOVE THE PAVED ROAD.
 OS0666'17.79 KM (11.06 MI) WEST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION
 OS0666'OF I 90 EXIT 183 AT OKATON, ALSO 15.75 KM (9.79 MI) EAST OF BELVIDERE,
 OS0666'IN THE NORTHEAST CORNER OF THE T JUNCTION OF A PAVED ROAD LEADING
 OS0666'NORTH TO THE I 90 EXIT 172, 0.34 KM (0.21 MI) SOUTH OF THE
 OS0666'INTERSECTION I 90 EAST BOUND OFF AND ON RAMPS, 140.0 METERS (460 FT)
 OS0666'NORTH OF T CENTER OF THE SERVICE ROAD, 33.8 METERS (111 FT) EAST OF
 OS0666'THE CENTER A PAVED ROAD, 12.8 METERS (42 FT) NORTH OF THE CENTER OF
 OS0666'THE OLD ABABDON US HIGHWAY 16 ROAD BED, 9.8 METERS (32 FT) SOUTHWEST
 OS0666'OF A POWER POLE AND 0.3 METER (1 FT) SOUTH OF A FENCE.  NOTE--ACCESS
 OS0666'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0666'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0666
 OS0666                          STATION RECOVERY (1991)
 OS0666
 OS0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0666'32.7 KM (20.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0666'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), THENCE 0.5 KM
 OS0666'(0.30 MI) SOUTHERLY ALONG A COUNTY ROAD (EXIT 172), 33.8 M (110.9 FT)
 OS0666'EAST OF THE CENTERLINE OF THE ROAD, 12.3 M (40.4 FT) NORTH OF THE
 OS0666'CENTER OF AN ABANDONED ROAD, 9.5 M (31.2 FT) SOUTH-SOUTHWEST OF A
 OS0666'UTILITY POLE, 1.6 M (5.2 FT) WEST OF THE MOST EASTERLY OF 3 BRACED
 OS0666'FENCE POSTS, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) EAST OF
 OS0666'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE COUNTY
 OS0666'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0666
 OS0666                          STATION RECOVERY (2013)
 OS0666
 OS0666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0704 ***********************************************************************
 OT0704  DESIGNATION -  K 435
 OT0704  PID         -  OT0704
 OT0704  STATE/COUNTY-  SD/PENNINGTON
 OT0704  COUNTRY     -  US
 OT0704  USGS QUAD   -  SCENIC (2017)
 OT0704
 OT0704                         *CURRENT SURVEY CONTROL
 OT0704  ______________________________________________________________________
 OT0704* NAD 83(1986) POSITION- 43 49 25.     (N) 102 34 39.     (W)   SCALED
 OT0704* NAVD 88 ORTHO HEIGHT -   888.342 (meters)     2914.50  (feet) ADJUSTED
 OT0704  ______________________________________________________________________
 OT0704  GEOID HEIGHT    -        -18.051 (meters)                     GEOID18
 OT0704  DYNAMIC HEIGHT  -        888.050 (meters)     2913.54  (feet) COMP
 OT0704  MODELED GRAVITY -    980,260.5   (mgal)                       NAVD 88
 OT0704
 OT0704  VERT ORDER      -  FIRST     CLASS II
 OT0704
 OT0704.The horizontal coordinates were scaled from a map and have
 OT0704.an estimated accuracy of +/- 6 seconds.
 OT0704
 OT0704.The orthometric height was determined by differential leveling and
 OT0704.adjusted by the NATIONAL GEODETIC SURVEY
 OT0704.in June 1991.
 OT0704
 OT0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0704.GEOID18 height accuracy estimate available here.
 OT0704
 OT0704.Click photographs - Photos may exist for this station.
 OT0704
 OT0704.The dynamic height is computed by dividing the NAVD 88
 OT0704.geopotential number by the normal gravity value computed on the
 OT0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0704.degrees latitude (g = 980.6199 gals.).
 OT0704
 OT0704.The modeled gravity was interpolated from observed gravity values.
 OT0704
 OT0704;                    North         East    Units  Estimated Accuracy
 OT0704;SPC SD S     -   168,000.      419,510.      MT  (+/- 180 meters Scaled)
 OT0704
 OT0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ947551(NAD 83)
 OT0704
 OT0704                          SUPERSEDED SURVEY CONTROL
 OT0704
 OT0704.No superseded survey control is available for this station.
 OT0704
 OT0704_MARKER: I = METAL ROD
 OT0704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0704_STAMPING: K 435 1985
 OT0704_MARK LOGO: NGS
 OT0704_PROJECTION: FLUSH
 OT0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0704_ROD/PIPE-DEPTH: 9.7 meters
 OT0704
 OT0704  HISTORY     - Date     Condition        Report By
 OT0704  HISTORY     - 1985     MONUMENTED       NGS
 OT0704
 OT0704                          STATION DESCRIPTION
 OT0704
 OT0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0704'5.3 KM (3.3 MI) NW FROM SCENIC.
 OT0704'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0704'IN SCENIC, THENCE 4.6 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 44, IN
 OT0704'THE NORTH CORNER OF THE JUNCTION OF A NORTH-SOUTH TRACK ROAD, 0.65 KM
 OT0704'(0.4 MI) SOUTHEAST OF MILEPOST 84, 31.4 METERS (103 FT) NORTHEAST OF
 OT0704'THE HIGHWAY CENTERLINE, 16.7 METERS (55 FT) WEST OF THE CENTER OF THE
 OT0704'ROAD, 1.8 METERS (6 FT) SOUTHWEST OF A FENCE CORNER, 0.9 METER (3 FT)
 OT0704'NORTHEAST OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTHEAST OF A FENCE.
 OT0704'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0704'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0704'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0627 ***********************************************************************
 OS0627  DESIGNATION -  K 436
 OS0627  PID         -  OS0627
 OS0627  STATE/COUNTY-  SD/JACKSON
 OS0627  COUNTRY     -  US
 OS0627  USGS QUAD   -  BELVIDERE SW (2017)
 OS0627
 OS0627                         *CURRENT SURVEY CONTROL
 OS0627  ______________________________________________________________________
 OS0627* NAD 83(1986) POSITION- 43 50 38.     (N) 101 29 49.     (W)   SCALED
 OS0627* NAVD 88 ORTHO HEIGHT -   750.140 (meters)     2461.08  (feet) ADJUSTED
 OS0627  ______________________________________________________________________
 OS0627  GEOID HEIGHT    -        -21.671 (meters)                     GEOID18
 OS0627  DYNAMIC HEIGHT  -        749.896 (meters)     2460.28  (feet) COMP
 OS0627  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OS0627
 OS0627  VERT ORDER      -  FIRST     CLASS II
 OS0627
 OS0627.The horizontal coordinates were scaled from a map and have
 OS0627.an estimated accuracy of +/- 6 seconds.
 OS0627
 OS0627.The orthometric height was determined by differential leveling and
 OS0627.adjusted by the NATIONAL GEODETIC SURVEY
 OS0627.in June 1991.
 OS0627
 OS0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0627.GEOID18 height accuracy estimate available here.
 OS0627
 OS0627.Click photographs - Photos may exist for this station.
 OS0627
 OS0627.The dynamic height is computed by dividing the NAVD 88
 OS0627.geopotential number by the normal gravity value computed on the
 OS0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0627.degrees latitude (g = 980.6199 gals.).
 OS0627
 OS0627.The modeled gravity was interpolated from observed gravity values.
 OS0627
 OS0627;                    North         East    Units  Estimated Accuracy
 OS0627;SPC SD S     -   168,470.      506,440.      MT  (+/- 180 meters Scaled)
 OS0627
 OS0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP992575(NAD 83)
 OS0627
 OS0627                          SUPERSEDED SURVEY CONTROL
 OS0627
 OS0627.No superseded survey control is available for this station.
 OS0627
 OS0627_MARKER: I = METAL ROD
 OS0627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0627+WITH SETTING: INFORMATION.
 OS0627_STAMPING: K 436 1985
 OS0627_MARK LOGO: NGS
 OS0627_PROJECTION: FLUSH
 OS0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0627+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1991
 OS0627_ROD/PIPE-DEPTH: 2.7 meters
 OS0627
 OS0627  HISTORY     - Date     Condition        Report By
 OS0627  HISTORY     - 1985     MONUMENTED       NGS
 OS0627  HISTORY     - 19910702 GOOD             NGS
 OS0627  HISTORY     - 20130116 POOR             INDIV
 OS0627
 OS0627                          STATION DESCRIPTION
 OS0627
 OS0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0627'2.8 KM (1.75 MI) EAST FROM KADOKA.
 OS0627'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OS0627'0.55 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION
 OS0627'OF I-90 AT KADOKA, THENCE 2.25 KM (1.4 MI) EAST ALONG OLD US HIGHWAY
 OS0627'16 (BUSINESS ROUTE 90), 0.25 KM (0.15 MI) SOUTHWEST OF MILEPOST 164,
 OS0627'30.6 METERS (100.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.3 METERS
 OS0627'(4.5 FT) WEST OF A FENCE CORNER AND 0.4 METER (1.5 FT) SOUTH OF THE
 OS0627'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OS0627'5-INCH LOGO CAP.
 OS0627'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0627
 OS0627                          STATION RECOVERY (1991)
 OS0627
 OS0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0627'0.7 KM (0.45 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OS0627'KADOKA, A METAL ROD DRIVEN 2.7 M AND FLUSH WITH THE GROUND, THENCE
 OS0627'1.3 KM (0.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS, 30.3
 OS0627'M (99.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.4 M (40.7
 OS0627'FT) EAST OF A UTILITY POLE, 1.2 M (3.9 FT) SOUTHWEST OF A FENCE
 OS0627'CORNER, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 OS0627'SOUTHEAST OF A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST.
 OS0627'NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0627
 OS0627                          STATION RECOVERY (2013)
 OS0627
 OS0627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0627'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0602 ***********************************************************************
 QS0602  DESIGNATION -  K 438
 QS0602  PID         -  QS0602
 QS0602  STATE/COUNTY-  SD/ZIEBACH
 QS0602  COUNTRY     -  US
 QS0602  USGS QUAD   -  DUPREE NE (2017)
 QS0602
 QS0602                         *CURRENT SURVEY CONTROL
 QS0602  ______________________________________________________________________
 QS0602* NAD 83(1986) POSITION- 45 11 47.     (N) 101 32 15.     (W)   SCALED
 QS0602* NAVD 88 ORTHO HEIGHT -   674.637 (meters)     2213.37  (feet) ADJUSTED
 QS0602  ______________________________________________________________________
 QS0602  GEOID HEIGHT    -        -20.598 (meters)                     GEOID18
 QS0602  DYNAMIC HEIGHT  -        674.515 (meters)     2212.97  (feet) COMP
 QS0602  MODELED GRAVITY -    980,414.7   (mgal)                       NAVD 88
 QS0602
 QS0602  VERT ORDER      -  FIRST     CLASS II
 QS0602
 QS0602.The horizontal coordinates were scaled from a map and have
 QS0602.an estimated accuracy of +/- 6 seconds.
 QS0602
 QS0602.The orthometric height was determined by differential leveling and
 QS0602.adjusted by the NATIONAL GEODETIC SURVEY
 QS0602.in June 1991.
 QS0602
 QS0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0602.GEOID18 height accuracy estimate available here.
 QS0602
 QS0602.Click photographs - Photos may exist for this station.
 QS0602
 QS0602.The dynamic height is computed by dividing the NAVD 88
 QS0602.geopotential number by the normal gravity value computed on the
 QS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0602.degrees latitude (g = 980.6199 gals.).
 QS0602
 QS0602.The modeled gravity was interpolated from observed gravity values.
 QS0602
 QS0602;                    North         East    Units  Estimated Accuracy
 QS0602;SPC SD N     -   152,610.      479,200.      MT  (+/- 180 meters Scaled)
 QS0602
 QS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR006078(NAD 83)
 QS0602
 QS0602                          SUPERSEDED SURVEY CONTROL
 QS0602
 QS0602.No superseded survey control is available for this station.
 QS0602
 QS0602_MARKER: I = METAL ROD
 QS0602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0602_STAMPING: K 438 1985
 QS0602_MARK LOGO: NGS
 QS0602_PROJECTION: FLUSH
 QS0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0602+STABILITY: POSITION/ELEVATION WELL
 QS0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0602+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0602_ROD/PIPE-DEPTH: 14.6 meters
 QS0602_SLEEVE-DEPTH  : 12.2 meters
 QS0602
 QS0602  HISTORY     - Date     Condition        Report By
 QS0602  HISTORY     - 1985     MONUMENTED       NGS
 QS0602  HISTORY     - 20120724 GOOD             INDIV
 QS0602
 QS0602                          STATION DESCRIPTION
 QS0602
 QS0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0602'20.9 KM (13.0 MI) NORTH FROM DUPREE.
 QS0602'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0602'STREET AT DUPREE, THENCE 18.01 KM (11.2 MI) NORTH ALONG STATE HIGHWAY
 QS0602'65, ON TOP OF A LOW KNOLL, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 QS0602'OF A GRAVEL ROAD LEADING WEST, ON THE EXTENDED CENTER OF THE OLD
 QS0602'HIGHWAY, 2.64 KM (1.64 MI) SOUTHWEST OF THE WEST END OF THE BRIDGE
 QS0602'OVER THE MOREAU RIVER, 0.21 KM (0.13 MI) NORTH OF MILEPOST 175, 80.2
 QS0602'METERS (263 FT) WEST OF THE HIGHWAY CENTERLINE, 21.9 METERS (72 FT)
 QS0602'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 4.9 METERS (16 FT) SOUTH OF A
 QS0602'RIGHT ANGLE OFFSET CORNER POST IN THE RIGHT-OF-WAY FENCE AND 0.9 METER
 QS0602'(3 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QS0602'HAD THROUGH A 5-INCH LOGO CAP.
 QS0602'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0602'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 QS0602
 QS0602                          STATION RECOVERY (2012)
 QS0602
 QS0602'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0045 ***********************************************************************
 OR0045  DESIGNATION -  K 44
 OR0045  PID         -  OR0045
 OR0045  STATE/COUNTY-  SD/SANBORN
 OR0045  COUNTRY     -  US
 OR0045  USGS QUAD   -  LETCHER (2017)
 OR0045
 OR0045                         *CURRENT SURVEY CONTROL
 OR0045  ______________________________________________________________________
 OR0045* NAD 83(1986) POSITION- 43 54 38.     (N) 098 09 06.     (W)   SCALED
 OR0045* NAVD 88 ORTHO HEIGHT -   397.563 (meters)     1304.34  (feet) ADJUSTED
 OR0045  ______________________________________________________________________
 OR0045  GEOID HEIGHT    -        -25.790 (meters)                     GEOID18
 OR0045  DYNAMIC HEIGHT  -        397.475 (meters)     1304.05  (feet) COMP
 OR0045  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 OR0045
 OR0045  VERT ORDER      -  FIRST     CLASS II
 OR0045
 OR0045.The horizontal coordinates were scaled from a map and have
 OR0045.an estimated accuracy of +/- 6 seconds.
 OR0045
 OR0045.The orthometric height was determined by differential leveling and
 OR0045.adjusted by the NATIONAL GEODETIC SURVEY
 OR0045.in June 1991.
 OR0045
 OR0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0045.GEOID18 height accuracy estimate available here.
 OR0045
 OR0045.Click photographs - Photos may exist for this station.
 OR0045
 OR0045.The dynamic height is computed by dividing the NAVD 88
 OR0045.geopotential number by the normal gravity value computed on the
 OR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0045.degrees latitude (g = 980.6199 gals.).
 OR0045
 OR0045.The modeled gravity was interpolated from observed gravity values.
 OR0045
 OR0045;                    North         East    Units  Estimated Accuracy
 OR0045;SPC SD S     -   177,520.      775,210.      MT  (+/- 180 meters Scaled)
 OR0045
 OR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP681622(NAD 83)
 OR0045
 OR0045                          SUPERSEDED SURVEY CONTROL
 OR0045
 OR0045  NGVD 29 (??/??/92)  397.267  (m)         1303.37   (f) ADJ UNCH    1 2
 OR0045
 OR0045.Superseded values are not recommended for survey control.
 OR0045
 OR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0045.See file dsdata.pdf to determine how the superseded data were derived.
 OR0045
 OR0045_MARKER: DB = BENCH MARK DISK
 OR0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0045_STAMPING: K 44 1934
 OR0045_MARK LOGO: CGS
 OR0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0045+STABILITY: SURFACE MOTION
 OR0045
 OR0045  HISTORY     - Date     Condition        Report By
 OR0045  HISTORY     - 1934     MONUMENTED       CGS
 OR0045  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 OR0045
 OR0045                          STATION DESCRIPTION
 OR0045
 OR0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0045'1.2 MI NW FROM LETCHER.
 OR0045'1.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0045'PACIFIC RAILROAD FROM THE POST OFFICE AT LETCHER, SANBORN COUNTY,
 OR0045'SOUTHWEST FROM MILEPOST 16, AT A ROAD CROSSING, 33 FEET NORTHWEST
 OR0045'OF THE CENTER LINE OF THE ROAD, AND 44 FEET SOUTHWEST OF THE
 OR0045'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 44 1934
 OR0045'AND SET IN THE TOP OF A CONCRETE POST.
 OR0045
 OR0045                          STATION RECOVERY (2012)
 OR0045
 OR0045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0954 ***********************************************************************
 OQ0954  DESIGNATION -  K 447
 OQ0954  PID         -  OQ0954
 OQ0954  STATE/COUNTY-  SD/UNION
 OQ0954  COUNTRY     -  US
 OQ0954  USGS QUAD   -  BERESFORD (2017)
 OQ0954
 OQ0954                         *CURRENT SURVEY CONTROL
 OQ0954  ______________________________________________________________________
 OQ0954* NAD 83(1986) POSITION- 43 04 46.79   (N) 096 47 43.94   (W)   HD_HELD1
 OQ0954* NAVD 88 ORTHO HEIGHT -   440.913 (meters)     1446.56  (feet) ADJUSTED
 OQ0954  ______________________________________________________________________
 OQ0954  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 OQ0954  DYNAMIC HEIGHT  -        440.784 (meters)     1446.14  (feet) COMP
 OQ0954  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 OQ0954
 OQ0954  VERT ORDER      -  FIRST     CLASS II
 OQ0954
 OQ0954.The horizontal coordinates were determined by differentially corrected
 OQ0954.hand held GPS observations or other comparable positioning techniques
 OQ0954.and have an estimated accuracy of +/- 3 meters.
 OQ0954
 OQ0954.The orthometric height was determined by differential leveling and
 OQ0954.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0954.in June 1991.
 OQ0954
 OQ0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0954.GEOID18 height accuracy estimate available here.
 OQ0954
 OQ0954.Click photographs - Photos may exist for this station.
 OQ0954
 OQ0954.The dynamic height is computed by dividing the NAVD 88
 OQ0954.geopotential number by the normal gravity value computed on the
 OQ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0954.degrees latitude (g = 980.6199 gals.).
 OQ0954
 OQ0954.The modeled gravity was interpolated from observed gravity values.
 OQ0954
 OQ0954;                    North         East    Units  Estimated Accuracy
 OQ0954;SPC SD S     -    89,045.6     888,000.9     MT  (+/- 3 meters HH1 GPS) 
 OQ0954
 OQ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7945272019(NAD 83)
 OQ0954
 OQ0954                          SUPERSEDED SURVEY CONTROL
 OQ0954
 OQ0954.No superseded survey control is available for this station.
 OQ0954
 OQ0954_MARKER: I = METAL ROD
 OQ0954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0954_STAMPING: K 447 1990
 OQ0954_MARK LOGO: NGS
 OQ0954_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0954_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0954+STABILITY: POSITION/ELEVATION WELL
 OQ0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0954+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 OQ0954_ROD/PIPE-DEPTH: 18.9 meters
 OQ0954_SLEEVE-DEPTH  : 12.2 meters
 OQ0954
 OQ0954  HISTORY     - Date     Condition        Report By
 OQ0954  HISTORY     - 1990     MONUMENTED       NGS
 OQ0954  HISTORY     - 20080319 GOOD             INDIV
 OQ0954  HISTORY     - 20120327 GOOD             INDIV
 OQ0954
 OQ0954                          STATION DESCRIPTION
 OQ0954
 OQ0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0954'0.4 KM (0.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0954'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 47.6 M (156.2 FT)
 OQ0954'NORTHEAST OF MILEPOST 47, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF
 OQ0954'THE NORTHBOUND LANES OF THE HIGHWAY, 22.8 M (74.8 FT) NORTHEAST OF
 OQ0954'THE MOST EASTERLY 1 OF 2 LEGS OF A HIGHWAY INFORMATION SIGN, 2.0 M
 OQ0954'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF THE
 OQ0954'MOST NORTHERLY 1 OF 2 FENCE BRACE POSTS, AND 0.6 M (2.0 FT) WEST OF A
 OQ0954'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ0954'5-INCH LOGO CAP.
 OQ0954
 OQ0954                          STATION RECOVERY (2008)
 OQ0954
 OQ0954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAB)
 OQ0954'RECOVERED IN GOOD CONDITION.
 OQ0954
 OQ0954                          STATION RECOVERY (2012)
 OQ0954
 OQ0954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1006 ***********************************************************************
 OQ1006  DESIGNATION -  K 448
 OQ1006  PID         -  OQ1006
 OQ1006  STATE/COUNTY-  SD/MINNEHAHA
 OQ1006  COUNTRY     -  US
 OQ1006  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1006
 OQ1006                         *CURRENT SURVEY CONTROL
 OQ1006  ______________________________________________________________________
 OQ1006* NAD 83(1986) POSITION- 43 35 42.     (N) 096 46 14.     (W)   SCALED
 OQ1006* NAVD 88 ORTHO HEIGHT -   460.798 (meters)     1511.80  (feet) ADJUSTED
 OQ1006  ______________________________________________________________________
 OQ1006  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 OQ1006  DYNAMIC HEIGHT  -        460.679 (meters)     1511.41  (feet) COMP
 OQ1006  MODELED GRAVITY -    980,345.9   (mgal)                       NAVD 88
 OQ1006
 OQ1006  VERT ORDER      -  FIRST     CLASS II
 OQ1006
 OQ1006.The horizontal coordinates were scaled from a map and have
 OQ1006.an estimated accuracy of +/- 6 seconds.
 OQ1006
 OQ1006.The orthometric height was determined by differential leveling and
 OQ1006.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1006.in June 1991.
 OQ1006
 OQ1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1006.GEOID18 height accuracy estimate available here.
 OQ1006
 OQ1006.Click photographs - Photos may exist for this station.
 OQ1006
 OQ1006.The dynamic height is computed by dividing the NAVD 88
 OQ1006.geopotential number by the normal gravity value computed on the
 OQ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1006.degrees latitude (g = 980.6199 gals.).
 OQ1006
 OQ1006.The modeled gravity was interpolated from observed gravity values.
 OQ1006
 OQ1006;                    North         East    Units  Estimated Accuracy
 OQ1006;SPC SD S     -   146,330.      887,580.      MT  (+/- 180 meters Scaled)
 OQ1006
 OQ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799293(NAD 83)
 OQ1006
 OQ1006                          SUPERSEDED SURVEY CONTROL
 OQ1006
 OQ1006.No superseded survey control is available for this station.
 OQ1006
 OQ1006_MARKER: I = METAL ROD
 OQ1006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1006_STAMPING: K 448 1990
 OQ1006_MARK LOGO: NGS
 OQ1006_PROJECTION: PROJECTING 14 CENTIMETERS
 OQ1006_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1006+STABILITY: POSITION/ELEVATION WELL
 OQ1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1006+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1990
 OQ1006_ROD/PIPE-DEPTH: 16.5 meters
 OQ1006_SLEEVE-DEPTH  : 12.2 meters
 OQ1006
 OQ1006  HISTORY     - Date     Condition        Report By
 OQ1006  HISTORY     - 1990     MONUMENTED       NGS
 OQ1006  HISTORY     - 19900521 GOOD             NGS
 OQ1006  HISTORY     - 19910619 GOOD             NGS
 OQ1006
 OQ1006                          STATION DESCRIPTION
 OQ1006
 OQ1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1006'5.9 KM (3.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1006'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.8 KM (0.5 MI)
 OQ1006'SOUTH OF EXIT 83, 32.1 M (105.3 FT) NORTH OF THE EXTENDED CENTER OF A
 OQ1006'DRIVEWAY, 27.0 M (88.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 40, 11.4
 OQ1006'M (37.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1006'HIGHWAY, 8.7 M (28.5 FT) WEST OF THE CENTER OF A FRONTAGE ROAD, 0.7 M
 OQ1006'(2.3 FT) SOUTH OF MILEPOST 83, 0.4 M (1.3 FT) NORTH OF A WITNESS
 OQ1006'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND AT THE
 OQ1006'BOTTOM OF A DITCH.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1006'5-INCH LOGO CAP.
 OQ1006
 OQ1006                          STATION RECOVERY (1990)
 OQ1006
 OQ1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ1006'RECOVERED IN GOOD CONDITION.
 OQ1006
 OQ1006                          STATION RECOVERY (1991)
 OQ1006
 OQ1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1006'5.9 KM (3.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1006'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 0.8 KM (0.5 MI)
 OQ1006'SOUTH OF EXIT 83, 32.1 M (105.3 FT) NORTH OF THE EXTENDED CENTER OF A
 OQ1006'DRIVEWAY, 27.0 M (88.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 40, 11.4
 OQ1006'M (37.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1006'HIGHWAY, 8.7 M (28.5 FT) WEST OF THE CENTER OF A FRONTAGE ROAD, 0.7 M
 OQ1006'(2.3 FT) SOUTH OF MILEPOST 83, 0.4 M (1.3 FT) NORTH OF A WITNESS
 OQ1006'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND AT THE
 OQ1006'BOTTOM OF A DITCH.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1006'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1004 ***********************************************************************
 OQ1004  DESIGNATION -  K 449
 OQ1004  PID         -  OQ1004
 OQ1004  STATE/COUNTY-  SD/MINNEHAHA
 OQ1004  COUNTRY     -  US
 OQ1004  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1004
 OQ1004                         *CURRENT SURVEY CONTROL
 OQ1004  ______________________________________________________________________
 OQ1004* NAD 83(1986) POSITION- 43 34 19.     (N) 096 44 13.     (W)   SCALED
 OQ1004* NAVD 88 ORTHO HEIGHT -   432.702 (meters)     1419.62  (feet) ADJUSTED
 OQ1004  ______________________________________________________________________
 OQ1004  GEOID HEIGHT    -        -26.332 (meters)                     GEOID18
 OQ1004  DYNAMIC HEIGHT  -        432.590 (meters)     1419.26  (feet) COMP
 OQ1004  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 OQ1004
 OQ1004  VERT ORDER      -  FIRST     CLASS II
 OQ1004
 OQ1004.This mark is at Joe Foss Field Airport (FSD)
 OQ1004
 OQ1004.The horizontal coordinates were scaled from a map and have
 OQ1004.an estimated accuracy of +/- 6 seconds.
 OQ1004
 OQ1004.The orthometric height was determined by differential leveling and
 OQ1004.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1004.in June 1991.
 OQ1004
 OQ1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1004.GEOID18 height accuracy estimate available here.
 OQ1004
 OQ1004.Click photographs - Photos may exist for this station.
 OQ1004
 OQ1004.The dynamic height is computed by dividing the NAVD 88
 OQ1004.geopotential number by the normal gravity value computed on the
 OQ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1004.degrees latitude (g = 980.6199 gals.).
 OQ1004
 OQ1004.The modeled gravity was interpolated from observed gravity values.
 OQ1004
 OQ1004;                    North         East    Units  Estimated Accuracy
 OQ1004;SPC SD S     -   143,890.      890,400.      MT  (+/- 180 meters Scaled)
 OQ1004
 OQ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP827268(NAD 83)
 OQ1004
 OQ1004                          SUPERSEDED SURVEY CONTROL
 OQ1004
 OQ1004.No superseded survey control is available for this station.
 OQ1004
 OQ1004_MARKER: I = METAL ROD
 OQ1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OQ1004_STAMPING: K 449 1990
 OQ1004_MARK LOGO: NGS
 OQ1004_PROJECTION: FLUSH
 OQ1004_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1004+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1004_ROD/PIPE-DEPTH: 13.3 meters
 OQ1004
 OQ1004  HISTORY     - Date     Condition        Report By
 OQ1004  HISTORY     - 1990     MONUMENTED       NGS
 OQ1004
 OQ1004                          STATION DESCRIPTION
 OQ1004
 OQ1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1004'IN SIOUX FALLS, AT THE SIOUX FALLS MUNICIPAL AIRPORT, AT THE AIR
 OQ1004'NATIONAL GUARD CIVIL ENGINEER BUILDING NUMBER 47, 58.2 M (190.9 FT)
 OQ1004'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 50.5 M (165.7
 OQ1004'FT) NORTH-NORTHEAST OF A FENCE CORNER, 15.3 M (50.2 FT) SOUTH OF THE
 OQ1004'CENTER OF THE EAST GATE, 10.0 M (32.8 FT) SOUTH-SOUTHWEST OF A
 OQ1004'UTILITY POLE WITH ONE GUY WIRE, 6.0 M (19.7 FT) WEST-NORTHWEST OF A
 OQ1004'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0084 ***********************************************************************
 PS0084  DESIGNATION -  K 45
 PS0084  PID         -  PS0084
 PS0084  STATE/COUNTY-  SD/BEADLE
 PS0084  COUNTRY     -  US
 PS0084  USGS QUAD   -  WOLSEY (2017)
 PS0084
 PS0084                         *CURRENT SURVEY CONTROL
 PS0084  ______________________________________________________________________
 PS0084* NAD 83(1986) POSITION- 44 24 29.50   (N) 098 28 39.50   (W)   HD_HELD1
 PS0084* NAVD 88 ORTHO HEIGHT -   412.521 (meters)     1353.41  (feet) ADJUSTED
 PS0084  ______________________________________________________________________
 PS0084  GEOID HEIGHT    -        -24.979 (meters)                     GEOID18
 PS0084  DYNAMIC HEIGHT  -        412.448 (meters)     1353.17  (feet) COMP
 PS0084  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 PS0084
 PS0084  VERT ORDER      -  FIRST     CLASS II
 PS0084
 PS0084.The horizontal coordinates were determined by differentially corrected
 PS0084.hand held GPS observations or other comparable positioning techniques
 PS0084.and have an estimated accuracy of +/- 3 meters.
 PS0084
 PS0084.The orthometric height was determined by differential leveling and
 PS0084.adjusted by the NATIONAL GEODETIC SURVEY
 PS0084.in June 1991.
 PS0084
 PS0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0084.GEOID18 height accuracy estimate available here.
 PS0084
 PS0084.Click photographs - Photos may exist for this station.
 PS0084
 PS0084.The dynamic height is computed by dividing the NAVD 88
 PS0084.geopotential number by the normal gravity value computed on the
 PS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0084.degrees latitude (g = 980.6199 gals.).
 PS0084
 PS0084.The modeled gravity was interpolated from observed gravity values.
 PS0084
 PS0084;                    North         East    Units  Estimated Accuracy
 PS0084;SPC SD N     -    65,020.3     721,255.6     MT  (+/- 3 meters HH1 GPS) 
 PS0084
 PS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4159117344(NAD 83)
 PS0084
 PS0084                          SUPERSEDED SURVEY CONTROL
 PS0084
 PS0084  NGVD 29 (??/??/92)  412.218  (m)         1352.42   (f) ADJ UNCH    1 2
 PS0084
 PS0084.Superseded values are not recommended for survey control.
 PS0084
 PS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0084.See file dsdata.pdf to determine how the superseded data were derived.
 PS0084
 PS0084_MARKER: DB = BENCH MARK DISK
 PS0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0084_STAMPING: K 45 1935
 PS0084_MARK LOGO: CGS
 PS0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0084+STABILITY: SURFACE MOTION
 PS0084
 PS0084  HISTORY     - Date     Condition        Report By
 PS0084  HISTORY     - 1935     MONUMENTED       CGS
 PS0084  HISTORY     - 1940     GOOD             CGS
 PS0084  HISTORY     - 19941101 MARK NOT FOUND   NGS
 PS0084
 PS0084                          STATION DESCRIPTION
 PS0084
 PS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PS0084'AT WOLSEY.
 PS0084'AT WOLSEY, BEADLE COUNTY, 6.3 FEET NORTHWEST OF THE THIRD POLE
 PS0084'NORTHWEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0084'RAILROAD STATION 14 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PS0084'MAIN TRACK, 34.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE
 PS0084'TRACK, AND 0.9 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A
 PS0084'STANDARD DISK, STAMPED K 45 1935 AND SET IN THE TOP OF A CONCRETE
 PS0084'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PS0084
 PS0084                          STATION RECOVERY (1940)
 PS0084
 PS0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0084'RECOVERED IN GOOD CONDITION.
 PS0084
 PS0084                          STATION RECOVERY (1994)
 PS0084
 PS0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0084'THE POST WAS FOUND BROKEN OFF AND THE DISK MISSING.  ASSUMED
 PS0084'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1953 ***********************************************************************
 NM1953  DESIGNATION -  K 450
 NM1953  PID         -  NM1953
 NM1953  STATE/COUNTY-  SD/UNION
 NM1953  COUNTRY     -  US
 NM1953  USGS QUAD   -  ELK POINT (2017)
 NM1953
 NM1953                         *CURRENT SURVEY CONTROL
 NM1953  ______________________________________________________________________
 NM1953* NAD 83(1986) POSITION- 42 38 51.     (N) 096 37 56.     (W)   SCALED
 NM1953* NAVD 88 ORTHO HEIGHT -   341.639 (meters)     1120.86  (feet) ADJUSTED
 NM1953  ______________________________________________________________________
 NM1953  GEOID HEIGHT    -        -25.706 (meters)                     GEOID18
 NM1953  DYNAMIC HEIGHT  -        341.536 (meters)     1120.52  (feet) COMP
 NM1953  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 NM1953
 NM1953  VERT ORDER      -  FIRST     CLASS II
 NM1953
 NM1953.The horizontal coordinates were scaled from a map and have
 NM1953.an estimated accuracy of +/- 6 seconds.
 NM1953
 NM1953.The orthometric height was determined by differential leveling and
 NM1953.adjusted by the NATIONAL GEODETIC SURVEY
 NM1953.in June 1991.
 NM1953
 NM1953.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1953.GEOID18 height accuracy estimate available here.
 NM1953
 NM1953.Click photographs - Photos may exist for this station.
 NM1953
 NM1953.The dynamic height is computed by dividing the NAVD 88
 NM1953.geopotential number by the normal gravity value computed on the
 NM1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1953.degrees latitude (g = 980.6199 gals.).
 NM1953
 NM1953.The modeled gravity was interpolated from observed gravity values.
 NM1953
 NM1953;                    North         East    Units  Estimated Accuracy
 NM1953;SPC SD S     -    41,660.      903,430.      MT  (+/- 180 meters Scaled)
 NM1953
 NM1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN940243(NAD 83)
 NM1953
 NM1953                          SUPERSEDED SURVEY CONTROL
 NM1953
 NM1953.No superseded survey control is available for this station.
 NM1953
 NM1953_MARKER: I = METAL ROD
 NM1953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1953_STAMPING: K 450 1990
 NM1953_MARK LOGO: NGS
 NM1953_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1953_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1953+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1953_ROD/PIPE-DEPTH: 14.6 meters
 NM1953_SLEEVE-DEPTH  : 0.9 meters
 NM1953
 NM1953  HISTORY     - Date     Condition        Report By
 NM1953  HISTORY     - 1990     MONUMENTED       NGS
 NM1953  HISTORY     - 20120402 MARK NOT FOUND   INDIV
 NM1953
 NM1953                          STATION DESCRIPTION
 NM1953
 NM1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1953'7.2 KM (4.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1953'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 0.9 KM (0.6 MI) NORTH OF
 NM1953'MILEPOST 13, 32.3 M (106.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM1953'NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHWEST OF THE MOST
 NM1953'NORTHWESTERLY 1 OF 2 FENCE BRACE POSTS, 0.5 M (1.6 FT) SOUTHWEST OF A
 NM1953'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NM1953'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1953'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 NM1953'MONUMENT.
 NM1953
 NM1953                          STATION RECOVERY (2012)
 NM1953
 NM1953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1953'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1026 ***********************************************************************
 PR1026  DESIGNATION -  K 451
 PR1026  PID         -  PR1026
 PR1026  STATE/COUNTY-  SD/MOODY
 PR1026  COUNTRY     -  US
 PR1026  USGS QUAD   -  RUTLAND SE (2017)
 PR1026
 PR1026                         *CURRENT SURVEY CONTROL
 PR1026  ______________________________________________________________________
 PR1026* NAD 83(1986) POSITION- 44 06 32.     (N) 096 45 30.     (W)   SCALED
 PR1026* NAVD 88 ORTHO HEIGHT -   509.964 (meters)     1673.11  (feet) ADJUSTED
 PR1026  ______________________________________________________________________
 PR1026  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 PR1026  DYNAMIC HEIGHT  -        509.851 (meters)     1672.74  (feet) COMP
 PR1026  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 PR1026
 PR1026  VERT ORDER      -  FIRST     CLASS II
 PR1026
 PR1026.The horizontal coordinates were scaled from a map and have
 PR1026.an estimated accuracy of +/- 6 seconds.
 PR1026
 PR1026.The orthometric height was determined by differential leveling and
 PR1026.adjusted by the NATIONAL GEODETIC SURVEY
 PR1026.in October 1997.
 PR1026
 PR1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1026.GEOID18 height accuracy estimate available here.
 PR1026
 PR1026.Click photographs - Photos may exist for this station.
 PR1026
 PR1026.The dynamic height is computed by dividing the NAVD 88
 PR1026.geopotential number by the normal gravity value computed on the
 PR1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1026.degrees latitude (g = 980.6199 gals.).
 PR1026
 PR1026.The modeled gravity was interpolated from observed gravity values.
 PR1026
 PR1026;                    North         East    Units  Estimated Accuracy
 PR1026;SPC SD S     -   203,410.      886,110.      MT  (+/- 180 meters Scaled)
 PR1026
 PR1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP793864(NAD 83)
 PR1026
 PR1026                          SUPERSEDED SURVEY CONTROL
 PR1026
 PR1026  NAVD 88 (06/15/91)  509.974  (m)         1673.14   (f) SUPERSEDED  1 2
 PR1026
 PR1026.Superseded values are not recommended for survey control.
 PR1026
 PR1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1026.See file dsdata.pdf to determine how the superseded data were derived.
 PR1026
 PR1026_MARKER: I = METAL ROD
 PR1026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1026_STAMPING: K 451 1990
 PR1026_MARK LOGO: NGS
 PR1026_PROJECTION: PROJECTING 10 CENTIMETERS
 PR1026_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1026+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 PR1026_ROD/PIPE-DEPTH: 9.1 meters
 PR1026_SLEEVE-DEPTH  : 0.9 meters
 PR1026
 PR1026  HISTORY     - Date     Condition        Report By
 PR1026  HISTORY     - 1990     MONUMENTED       NGS
 PR1026  HISTORY     - 20110330 POOR             INDIV
 PR1026  HISTORY     - 20130806 GOOD             GEOCAC
 PR1026
 PR1026                          STATION DESCRIPTION
 PR1026
 PR1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1026'14.5 KM (9.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1026'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 1.3 KM (0.8 MI)
 PR1026'NORTH OF MILEPOST 118, 30.9 M (101.4 FT) EAST OF THE CENTERLINE OF THE
 PR1026'NORTHBOUND LANES OF THE HIGHWAY, 15.0 M (49.2 FT) SOUTH OF THE
 PR1026'EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 3.0 M (9.8 FT)
 PR1026'SOUTH OF A T-FENCE CORNER AND A UTILITY POLE, 2.0 M (6.6 FT) BELOW THE
 PR1026'LEVEL OF THE ROAD, AND 0.8 M (2.6 FT) WEST OF A WITNESS POST AND
 PR1026'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PR1026'THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 PR1026
 PR1026                          STATION RECOVERY (2011)
 PR1026
 PR1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR1026'TOTALLY DESTROYED
 PR1026
 PR1026                          STATION RECOVERY (2013)
 PR1026
 PR1026'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 PR1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1149 ***********************************************************************
 PR1149  DESIGNATION -  K 452
 PR1149  PID         -  PR1149
 PR1149  STATE/COUNTY-  SD/MOODY
 PR1149  COUNTRY     -  US
 PR1149  USGS QUAD   -  FLANDREAU (2017)
 PR1149
 PR1149                         *CURRENT SURVEY CONTROL
 PR1149  ______________________________________________________________________
 PR1149* NAD 83(1986) POSITION- 44 00 25.     (N) 096 35 52.     (W)   SCALED
 PR1149* NAVD 88 ORTHO HEIGHT -   496.947 (meters)     1630.40  (feet) ADJUSTED
 PR1149  ______________________________________________________________________
 PR1149  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 PR1149  DYNAMIC HEIGHT  -        496.833 (meters)     1630.03  (feet) COMP
 PR1149  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 PR1149
 PR1149  VERT ORDER      -  FIRST     CLASS II
 PR1149
 PR1149.The horizontal coordinates were scaled from a map and have
 PR1149.an estimated accuracy of +/- 6 seconds.
 PR1149
 PR1149.The orthometric height was determined by differential leveling and
 PR1149.adjusted by the NATIONAL GEODETIC SURVEY
 PR1149.in June 1991.
 PR1149
 PR1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1149.GEOID18 height accuracy estimate available here.
 PR1149
 PR1149.Click photographs - Photos may exist for this station.
 PR1149
 PR1149.The dynamic height is computed by dividing the NAVD 88
 PR1149.geopotential number by the normal gravity value computed on the
 PR1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1149.degrees latitude (g = 980.6199 gals.).
 PR1149
 PR1149.The modeled gravity was interpolated from observed gravity values.
 PR1149
 PR1149;                    North         East    Units  Estimated Accuracy
 PR1149;SPC SD S     -   192,660.      899,460.      MT  (+/- 180 meters Scaled)
 PR1149
 PR1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP925754(NAD 83)
 PR1149
 PR1149                          SUPERSEDED SURVEY CONTROL
 PR1149
 PR1149.No superseded survey control is available for this station.
 PR1149
 PR1149_MARKER: I = METAL ROD
 PR1149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1149_STAMPING: K 452 1990
 PR1149_MARK LOGO: NGS
 PR1149_PROJECTION: FLUSH
 PR1149_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1149+STABILITY: POSITION/ELEVATION WELL
 PR1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1149+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1149_ROD/PIPE-DEPTH: 14.3 meters
 PR1149_SLEEVE-DEPTH  : 12.2 meters
 PR1149
 PR1149  HISTORY     - Date     Condition        Report By
 PR1149  HISTORY     - 1990     MONUMENTED       NGS
 PR1149
 PR1149                          STATION DESCRIPTION
 PR1149
 PR1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1149'4.8 KM (3.0 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PR1149'3RD STREET IN EGAN, NEAR THE NORTHWEST CORNER OF A PARKING LOT AT THE
 PR1149'FLANDREAU MUNICIPAL AIRPORT, 96.1 M (315.3 FT) SOUTH OF THE
 PR1149'CENTERLINE OF THE HIGHWAY, 66.7 M (218.8 FT) NORTH-NORTHEAST OF THE
 PR1149'NORTHEAST CORNER OF A HANGAR, 43.0 M (141.1 FT) WEST OF THE CENTER OF
 PR1149'THE AIRPORT ENTRANCE ROAD, 2.2 M (7.2 FT) SOUTH OF A FENCE, AND 1.0 M
 PR1149'(3.3 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 PR1149'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1176 ***********************************************************************
 OQ1176  DESIGNATION -  K 453
 OQ1176  PID         -  OQ1176
 OQ1176  STATE/COUNTY-  SD/DAVISON
 OQ1176  COUNTRY     -  US
 OQ1176  USGS QUAD   -  RIVERSIDE (2017)
 OQ1176
 OQ1176                         *CURRENT SURVEY CONTROL
 OQ1176  ______________________________________________________________________
 OQ1176* NAD 83(1986) POSITION- 43 41 32.     (N) 097 59 13.     (W)   SCALED
 OQ1176* NAVD 88 ORTHO HEIGHT -   398.840 (meters)     1308.53  (feet) ADJUSTED
 OQ1176  ______________________________________________________________________
 OQ1176  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 OQ1176  DYNAMIC HEIGHT  -        398.740 (meters)     1308.20  (feet) COMP
 OQ1176  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 OQ1176
 OQ1176  VERT ORDER      -  FIRST     CLASS II
 OQ1176
 OQ1176.The horizontal coordinates were scaled from a map and have
 OQ1176.an estimated accuracy of +/- 6 seconds.
 OQ1176
 OQ1176.The orthometric height was determined by differential leveling and
 OQ1176.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1176.in September 1993.
 OQ1176
 OQ1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1176.GEOID18 height accuracy estimate available here.
 OQ1176
 OQ1176.Click photographs - Photos may exist for this station.
 OQ1176
 OQ1176.The dynamic height is computed by dividing the NAVD 88
 OQ1176.geopotential number by the normal gravity value computed on the
 OQ1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1176.degrees latitude (g = 980.6199 gals.).
 OQ1176
 OQ1176.The modeled gravity was interpolated from observed gravity values.
 OQ1176
 OQ1176;                    North         East    Units  Estimated Accuracy
 OQ1176;SPC SD S     -   153,630.      789,120.      MT  (+/- 180 meters Scaled)
 OQ1176
 OQ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP816381(NAD 83)
 OQ1176
 OQ1176                          SUPERSEDED SURVEY CONTROL
 OQ1176
 OQ1176.No superseded survey control is available for this station.
 OQ1176
 OQ1176_MARKER: I = METAL ROD
 OQ1176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1176_STAMPING: K 453 1991
 OQ1176_MARK LOGO: NGS
 OQ1176_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1176_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1176+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OQ1176_ROD/PIPE-DEPTH: 8.0 meters
 OQ1176_SLEEVE-DEPTH  : 0.9 meters
 OQ1176
 OQ1176  HISTORY     - Date     Condition        Report By
 OQ1176  HISTORY     - 1991     MONUMENTED       NGS
 OQ1176  HISTORY     - 20120201 GOOD             INDIV
 OQ1176
 OQ1176                          STATION DESCRIPTION
 OQ1176
 OQ1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1176'2.0 KM (1.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1176'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 0.7 KM (0.4 MI)
 OQ1176'EAST OF MILEPOST 333, 30.8 M (101.0 FT) SOUTH OF THE CENTERLINE OF
 OQ1176'THE EASTBOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT) EAST OF A BRACED
 OQ1176'FENCE POST, 0.9 M (3.0 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.5
 OQ1176'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OQ1176'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1176'THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1176
 OQ1176                          STATION RECOVERY (2012)
 OQ1176
 OQ1176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1000 ***********************************************************************
 OR1000  DESIGNATION -  K 454
 OR1000  PID         -  OR1000
 OR1000  STATE/COUNTY-  SD/AURORA
 OR1000  COUNTRY     -  US
 OR1000  USGS QUAD   -  CRYSTAL LAKE (2017)
 OR1000
 OR1000                         *CURRENT SURVEY CONTROL
 OR1000  ______________________________________________________________________
 OR1000* NAD 83(1986) POSITION- 43 42 30.     (N) 098 36 37.     (W)   SCALED
 OR1000* NAVD 88 ORTHO HEIGHT -   486.499 (meters)     1596.12  (feet) ADJUSTED
 OR1000  ______________________________________________________________________
 OR1000  GEOID HEIGHT    -        -25.859 (meters)                     GEOID18
 OR1000  DYNAMIC HEIGHT  -        486.374 (meters)     1595.71  (feet) COMP
 OR1000  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 OR1000
 OR1000  VERT ORDER      -  FIRST     CLASS II
 OR1000
 OR1000.The horizontal coordinates were scaled from a map and have
 OR1000.an estimated accuracy of +/- 6 seconds.
 OR1000
 OR1000.The orthometric height was determined by differential leveling and
 OR1000.adjusted by the NATIONAL GEODETIC SURVEY
 OR1000.in September 1993.
 OR1000
 OR1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1000.GEOID18 height accuracy estimate available here.
 OR1000
 OR1000.Click photographs - Photos may exist for this station.
 OR1000
 OR1000.The dynamic height is computed by dividing the NAVD 88
 OR1000.geopotential number by the normal gravity value computed on the
 OR1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1000.degrees latitude (g = 980.6199 gals.).
 OR1000
 OR1000.The modeled gravity was interpolated from observed gravity values.
 OR1000
 OR1000;                    North         East    Units  Estimated Accuracy
 OR1000;SPC SD S     -   154,190.      738,850.      MT  (+/- 180 meters Scaled)
 OR1000
 OR1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP313395(NAD 83)
 OR1000
 OR1000                          SUPERSEDED SURVEY CONTROL
 OR1000
 OR1000.No superseded survey control is available for this station.
 OR1000
 OR1000_MARKER: I = METAL ROD
 OR1000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1000_STAMPING: K 454 1991
 OR1000_MARK LOGO: NGS
 OR1000_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1000_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1000+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1000_ROD/PIPE-DEPTH: 6.9 meters
 OR1000_SLEEVE-DEPTH  : 0.9 meters
 OR1000
 OR1000  HISTORY     - Date     Condition        Report By
 OR1000  HISTORY     - 1991     MONUMENTED       NGS
 OR1000  HISTORY     - 20120208 GOOD             INDIV
 OR1000
 OR1000                          STATION DESCRIPTION
 OR1000
 OR1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1000'10.1 KM (6.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1000'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR1000'53.1 M (174.2 FT) EAST OF A BRACED FENCE POST, 34.9 M (114.5 FT)
 OR1000'SOUTHWEST OF MILEPOST 302, 30.7 M (100.7 FT) SOUTH OF THE CENTERLINE
 OR1000'OF THE EASTBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT) NORTH OF A
 OR1000'WITNESS POST AND FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OR1000'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1000'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OR1000'MARK.
 OR1000
 OR1000                          STATION RECOVERY (2012)
 OR1000
 OR1000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1036 ***********************************************************************
 OR1036  DESIGNATION -  K 455
 OR1036  PID         -  OR1036
 OR1036  STATE/COUNTY-  SD/BRULE
 OR1036  COUNTRY     -  US
 OR1036  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1036
 OR1036                         *CURRENT SURVEY CONTROL
 OR1036  ______________________________________________________________________
 OR1036* NAD 83(1986) POSITION- 43 47 24.     (N) 099 20 13.     (W)   SCALED
 OR1036* NAVD 88 ORTHO HEIGHT -   485.268 (meters)     1592.08  (feet) ADJUSTED
 OR1036  ______________________________________________________________________
 OR1036  GEOID HEIGHT    -        -25.636 (meters)                     GEOID18
 OR1036  DYNAMIC HEIGHT  -        485.139 (meters)     1591.66  (feet) COMP
 OR1036  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 OR1036
 OR1036  VERT ORDER      -  FIRST     CLASS II
 OR1036
 OR1036.The horizontal coordinates were scaled from a map and have
 OR1036.an estimated accuracy of +/- 6 seconds.
 OR1036
 OR1036.The orthometric height was determined by differential leveling and
 OR1036.adjusted by the NATIONAL GEODETIC SURVEY
 OR1036.in September 1993.
 OR1036
 OR1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1036.GEOID18 height accuracy estimate available here.
 OR1036
 OR1036.Click photographs - Photos may exist for this station.
 OR1036
 OR1036.The dynamic height is computed by dividing the NAVD 88
 OR1036.geopotential number by the normal gravity value computed on the
 OR1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1036.degrees latitude (g = 980.6199 gals.).
 OR1036
 OR1036.The modeled gravity was interpolated from observed gravity values.
 OR1036
 OR1036;                    North         East    Units  Estimated Accuracy
 OR1036;SPC SD S     -   162,310.      680,190.      MT  (+/- 180 meters Scaled)
 OR1036
 OR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP728486(NAD 83)
 OR1036
 OR1036                          SUPERSEDED SURVEY CONTROL
 OR1036
 OR1036.No superseded survey control is available for this station.
 OR1036
 OR1036_MARKER: I = METAL ROD
 OR1036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1036_STAMPING: K 455 1991
 OR1036_MARK LOGO: NGS
 OR1036_PROJECTION: PROJECTING 4 CENTIMETERS
 OR1036_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1036+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OR1036_ROD/PIPE-DEPTH: 8.2 meters
 OR1036_SLEEVE-DEPTH  : 0.9 meters
 OR1036
 OR1036  HISTORY     - Date     Condition        Report By
 OR1036  HISTORY     - 1991     MONUMENTED       NGS
 OR1036  HISTORY     - 20120312 POOR             INDIV
 OR1036
 OR1036                          STATION DESCRIPTION
 OR1036
 OR1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1036'1.1 KM (0.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1036'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1036'62.8 M (206.0 FT) NORTH OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN
 OR1036'(EXIT 263 GAS LODGING), 57.7 M (189.3 FT) NORTHEAST OF THE CENTERLINE
 OR1036'OF THE WESTBOUND LANES OF THE HIGHWAY, 45.6 M (149.6 FT) NORTHEAST OF
 OR1036'MILEPOST 264, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5
 OR1036'M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OR1036'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OR1036'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1036
 OR1036                          STATION RECOVERY (2012)
 OR1036
 OR1036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1036'CONCRETE BASE IS BROKEN, LID AND METAL RING IN BASE ARE BROKEN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0854 ***********************************************************************
 OS0854  DESIGNATION -  K 457
 OS0854  PID         -  OS0854
 OS0854  STATE/COUNTY-  SD/JONES
 OS0854  COUNTRY     -  US
 OS0854  USGS QUAD   -  OKATON (2017)
 OS0854
 OS0854                         *CURRENT SURVEY CONTROL
 OS0854  ______________________________________________________________________
 OS0854* NAD 83(1986) POSITION- 43 53 44.     (N) 100 54 26.     (W)   SCALED
 OS0854* NAVD 88 ORTHO HEIGHT -   715.189 (meters)     2346.42  (feet) ADJUSTED
 OS0854  ______________________________________________________________________
 OS0854  GEOID HEIGHT    -        -23.632 (meters)                     GEOID18
 OS0854  DYNAMIC HEIGHT  -        714.951 (meters)     2345.64  (feet) COMP
 OS0854  MODELED GRAVITY -    980,263.4   (mgal)                       NAVD 88
 OS0854
 OS0854  VERT ORDER      -  FIRST     CLASS II
 OS0854
 OS0854.The horizontal coordinates were scaled from a map and have
 OS0854.an estimated accuracy of +/- 6 seconds.
 OS0854
 OS0854.The orthometric height was determined by differential leveling and
 OS0854.adjusted by the NATIONAL GEODETIC SURVEY
 OS0854.in September 1993.
 OS0854
 OS0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0854.GEOID18 height accuracy estimate available here.
 OS0854
 OS0854.Click photographs - Photos may exist for this station.
 OS0854
 OS0854.The dynamic height is computed by dividing the NAVD 88
 OS0854.geopotential number by the normal gravity value computed on the
 OS0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0854.degrees latitude (g = 980.6199 gals.).
 OS0854
 OS0854.The modeled gravity was interpolated from observed gravity values.
 OS0854
 OS0854;                    North         East    Units  Estimated Accuracy
 OS0854;SPC SD S     -   173,710.      553,890.      MT  (+/- 180 meters Scaled)
 OS0854
 OS0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP468620(NAD 83)
 OS0854
 OS0854                          SUPERSEDED SURVEY CONTROL
 OS0854
 OS0854.No superseded survey control is available for this station.
 OS0854
 OS0854_MARKER: I = METAL ROD
 OS0854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0854_STAMPING: K 457 1991
 OS0854_MARK LOGO: NGS
 OS0854_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0854_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0854+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0854_ROD/PIPE-DEPTH: 5.0 meters
 OS0854_SLEEVE-DEPTH  : 0.8 meters
 OS0854
 OS0854  HISTORY     - Date     Condition        Report By
 OS0854  HISTORY     - 1991     MONUMENTED       NGS
 OS0854
 OS0854                          STATION DESCRIPTION
 OS0854
 OS0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0854'16.4 KM (10.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0854'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.7 KM (0.45
 OS0854'MI) EAST OF MILEPOST 182, 31.1 M (102.0 FT) SOUTHWEST OF THE
 OS0854'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 17.5 M (57.4 FT)
 OS0854'SOUTHEAST OF A BRACED FENCE POST, 14.5 M (47.6 FT) NORTH OF THE NORTH
 OS0854'LEG OF A BILLBOARD, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0854'AND 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 OS0854'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0854'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0890 ***********************************************************************
 OS0890  DESIGNATION -  K 458
 OS0890  PID         -  OS0890
 OS0890  STATE/COUNTY-  SD/MELLETTE
 OS0890  COUNTRY     -  US
 OS0890  USGS QUAD   -  WESTOVER (2017)
 OS0890
 OS0890                         *CURRENT SURVEY CONTROL
 OS0890  ______________________________________________________________________
 OS0890* NAD 83(1986) POSITION- 43 42 36.     (N) 100 38 10.     (W)   SCALED
 OS0890* NAVD 88 ORTHO HEIGHT -   565.262 (meters)     1854.53  (feet) ADJUSTED
 OS0890  ______________________________________________________________________
 OS0890  GEOID HEIGHT    -        -24.381 (meters)                     GEOID18
 OS0890  DYNAMIC HEIGHT  -        565.074 (meters)     1853.91  (feet) COMP
 OS0890  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 OS0890
 OS0890  VERT ORDER      -  FIRST     CLASS II
 OS0890
 OS0890.The horizontal coordinates were scaled from a map and have
 OS0890.an estimated accuracy of +/- 6 seconds.
 OS0890
 OS0890.The orthometric height was determined by differential leveling and
 OS0890.adjusted by the NATIONAL GEODETIC SURVEY
 OS0890.in June 1994.
 OS0890
 OS0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0890.GEOID18 height accuracy estimate available here.
 OS0890
 OS0890.Click photographs - Photos may exist for this station.
 OS0890
 OS0890.The dynamic height is computed by dividing the NAVD 88
 OS0890.geopotential number by the normal gravity value computed on the
 OS0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0890.degrees latitude (g = 980.6199 gals.).
 OS0890
 OS0890.The modeled gravity was interpolated from observed gravity values.
 OS0890
 OS0890;                    North         East    Units  Estimated Accuracy
 OS0890;SPC SD S     -   152,980.      575,600.      MT  (+/- 180 meters Scaled)
 OS0890
 OS0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP681409(NAD 83)
 OS0890
 OS0890                          SUPERSEDED SURVEY CONTROL
 OS0890
 OS0890.No superseded survey control is available for this station.
 OS0890
 OS0890_MARKER: I = METAL ROD
 OS0890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0890_STAMPING: K 458 1992
 OS0890_MARK LOGO: NGS
 OS0890_PROJECTION: FLUSH
 OS0890_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0890+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0890_ROD/PIPE-DEPTH: 3.1 meters
 OS0890
 OS0890  HISTORY     - Date     Condition        Report By
 OS0890  HISTORY     - 1992     MONUMENTED       NGS
 OS0890
 OS0890                          STATION DESCRIPTION
 OS0890
 OS0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0890'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0890'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0890'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0890'13.9 KM (8.65 MI) NORTHERLY ALONG A GRAVELED ROAD, NEAR THE NORTH END
 OS0890'OF A ROAD CUT, 13.5 M (44.3 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 OS0890'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE
 OS0890'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0890'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0926 ***********************************************************************
 OS0926  DESIGNATION -  K 459
 OS0926  PID         -  OS0926
 OS0926  STATE/COUNTY-  SD/TODD
 OS0926  COUNTRY     -  US
 OS0926  USGS QUAD   -  OLSONVILLE NW (2017)
 OS0926
 OS0926                         *CURRENT SURVEY CONTROL
 OS0926  ______________________________________________________________________
 OS0926* NAD 83(1986) POSITION- 43 14 28.     (N) 100 38 49.     (W)   SCALED
 OS0926* NAVD 88 ORTHO HEIGHT -   836.485 (meters)     2744.37  (feet) ADJUSTED
 OS0926  ______________________________________________________________________
 OS0926  GEOID HEIGHT    -        -23.019 (meters)                     GEOID18
 OS0926  DYNAMIC HEIGHT  -        836.144 (meters)     2743.25  (feet) COMP
 OS0926  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 OS0926
 OS0926  VERT ORDER      -  FIRST     CLASS II
 OS0926
 OS0926.The horizontal coordinates were scaled from a map and have
 OS0926.an estimated accuracy of +/- 6 seconds.
 OS0926
 OS0926.The orthometric height was determined by differential leveling and
 OS0926.adjusted by the NATIONAL GEODETIC SURVEY
 OS0926.in June 1994.
 OS0926
 OS0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0926.GEOID18 height accuracy estimate available here.
 OS0926
 OS0926.Click photographs - Photos may exist for this station.
 OS0926
 OS0926.The dynamic height is computed by dividing the NAVD 88
 OS0926.geopotential number by the normal gravity value computed on the
 OS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0926.degrees latitude (g = 980.6199 gals.).
 OS0926
 OS0926.The modeled gravity was interpolated from observed gravity values.
 OS0926
 OS0926;                    North         East    Units  Estimated Accuracy
 OS0926;SPC SD S     -   100,890.      574,530.      MT  (+/- 180 meters Scaled)
 OS0926
 OS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN662889(NAD 83)
 OS0926
 OS0926                          SUPERSEDED SURVEY CONTROL
 OS0926
 OS0926.No superseded survey control is available for this station.
 OS0926
 OS0926_MARKER: I = METAL ROD
 OS0926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0926_STAMPING: K 459 1992
 OS0926_MARK LOGO: NGS
 OS0926_PROJECTION: FLUSH
 OS0926_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0926+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0926_ROD/PIPE-DEPTH: 4.0 meters
 OS0926_SLEEVE-DEPTH  : 0.9 meters
 OS0926
 OS0926  HISTORY     - Date     Condition        Report By
 OS0926  HISTORY     - 1992     MONUMENTED       NGS
 OS0926
 OS0926                          STATION DESCRIPTION
 OS0926
 OS0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0926'7.3 KM (4.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0926'OF U.S. HIGHWAY 18 IN MISSION, 30.3 M (99.4 FT) WEST OF THE
 OS0926'CENTERLINE OF THE HIGHWAY, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF A
 OS0926'HIGHWAY APPROACH AND GATE, 0.5 M (1.6 FT) EAST-NORTHEAST OF A WITNESS
 OS0926'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OS0926'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0926'SLEEVE DEPTH DOES NOT MEET THE REQUIREMENTS OF A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8811 ***********************************************************************
 AB8811  DESIGNATION -  K 460
 AB8811  PID         -  AB8811
 AB8811  STATE/COUNTY-  SD/BROOKINGS
 AB8811  COUNTRY     -  US
 AB8811  USGS QUAD   -  AURORA (2017)
 AB8811
 AB8811                         *CURRENT SURVEY CONTROL
 AB8811  ______________________________________________________________________
 AB8811* NAD 83(1986) POSITION- 44 18 43.4    (N) 096 44 56.6    (W)   HD_HELD2
 AB8811* NAVD 88 ORTHO HEIGHT -   495.789 (meters)     1626.60  (feet) ADJUSTED
 AB8811  ______________________________________________________________________
 AB8811  GEOID HEIGHT    -        -25.444 (meters)                     GEOID18
 AB8811  DYNAMIC HEIGHT  -        495.697 (meters)     1626.30  (feet) COMP
 AB8811  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 AB8811
 AB8811  VERT ORDER      -  FIRST     CLASS II
 AB8811
 AB8811.The horizontal coordinates were established by autonomous hand held GPS
 AB8811.observations and have an estimated accuracy of +/- 10 meters.
 AB8811
 AB8811.The orthometric height was determined by differential leveling and
 AB8811.adjusted by the NATIONAL GEODETIC SURVEY
 AB8811.in October 1997.
 AB8811
 AB8811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8811.GEOID18 height accuracy estimate available here.
 AB8811
 AB8811.Click photographs - Photos may exist for this station.
 AB8811
 AB8811.The dynamic height is computed by dividing the NAVD 88
 AB8811.geopotential number by the normal gravity value computed on the
 AB8811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8811.degrees latitude (g = 980.6199 gals.).
 AB8811
 AB8811.The modeled gravity was interpolated from observed gravity values.
 AB8811
 AB8811;                    North         East    Units  Estimated Accuracy
 AB8811;SPC SD N     -    58,404.      859,311.      MT  (+/- 10 meters HH2 GPS)
 AB8811
 AB8811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7952008997(NAD 83)
 AB8811
 AB8811                          SUPERSEDED SURVEY CONTROL
 AB8811
 AB8811.No superseded survey control is available for this station.
 AB8811
 AB8811_MARKER: F = FLANGE-ENCASED ROD
 AB8811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8811_STAMPING: K 460 1994
 AB8811_MARK LOGO: NGS
 AB8811_PROJECTION: FLUSH
 AB8811_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8811+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 AB8811_ROD/PIPE-DEPTH: 4.0 meters
 AB8811_SLEEVE-DEPTH  : 0.9 meters
 AB8811
 AB8811  HISTORY     - Date     Condition        Report By
 AB8811  HISTORY     - 1994     MONUMENTED       NGS
 AB8811  HISTORY     - 20160329 GOOD             MNDT
 AB8811
 AB8811                          STATION DESCRIPTION
 AB8811
 AB8811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8811'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8811'INTERSTATE HIGHWAY 29 IN BROOKINGS, 662.0 M (2171.9 FT) EAST OF
 AB8811'MILEPOST 422, 48.9 M (160.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 45.4
 AB8811'M (148.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 11.6 M (38.1 FT)
 AB8811'NORTH OF THE CENTERLINE OF AN ACCESS ROAD, 0.8 M (2.6 FT) BELOW THE
 AB8811'LEVEL OF THE ACCESS ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST
 AB8811'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AB8811'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AB8811'MARK.
 AB8811
 AB8811                          STATION RECOVERY (2016)
 AB8811
 AB8811'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AB8811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8883 ***********************************************************************
 AB8883  DESIGNATION -  K 461
 AB8883  PID         -  AB8883
 AB8883  STATE/COUNTY-  SD/BEADLE
 AB8883  COUNTRY     -  US
 AB8883  USGS QUAD   -  IROQUOIS (2017)
 AB8883
 AB8883                         *CURRENT SURVEY CONTROL
 AB8883  ______________________________________________________________________
 AB8883* NAD 83(1986) POSITION- 44 22 09.     (N) 097 52 25.     (W)   SCALED
 AB8883* NAVD 88 ORTHO HEIGHT -   424.658 (meters)     1393.23  (feet) ADJUSTED
 AB8883  ______________________________________________________________________
 AB8883  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 AB8883  DYNAMIC HEIGHT  -        424.584 (meters)     1392.99  (feet) COMP
 AB8883  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 AB8883
 AB8883  VERT ORDER      -  FIRST     CLASS II
 AB8883
 AB8883.The horizontal coordinates were scaled from a map and have
 AB8883.an estimated accuracy of +/- 6 seconds.
 AB8883
 AB8883.The orthometric height was determined by differential leveling and
 AB8883.adjusted by the NATIONAL GEODETIC SURVEY
 AB8883.in October 1997.
 AB8883
 AB8883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8883.GEOID18 height accuracy estimate available here.
 AB8883
 AB8883.Click photographs - Photos may exist for this station.
 AB8883
 AB8883.The dynamic height is computed by dividing the NAVD 88
 AB8883.geopotential number by the normal gravity value computed on the
 AB8883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8883.degrees latitude (g = 980.6199 gals.).
 AB8883
 AB8883.The modeled gravity was interpolated from observed gravity values.
 AB8883
 AB8883;                    North         East    Units  Estimated Accuracy
 AB8883;SPC SD N     -    61,770.      769,470.      MT  (+/- 180 meters Scaled)
 AB8883
 AB8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ897134(NAD 83)
 AB8883
 AB8883                          SUPERSEDED SURVEY CONTROL
 AB8883
 AB8883.No superseded survey control is available for this station.
 AB8883
 AB8883_MARKER: I = METAL ROD
 AB8883_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8883_STAMPING: K 461 1994
 AB8883_MARK LOGO: NGS
 AB8883_PROJECTION: FLUSH
 AB8883_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8883+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8883_ROD/PIPE-DEPTH: 7.0 meters
 AB8883_SLEEVE-DEPTH  : 0.9 meters
 AB8883
 AB8883  HISTORY     - Date     Condition        Report By
 AB8883  HISTORY     - 1994     MONUMENTED       NGS
 AB8883
 AB8883                          STATION DESCRIPTION
 AB8883
 AB8883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8883'26.6 KM (16.50 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8883'STATE HIGHWAY 25 IN DE SMET, 757.0 M (2483.6 FT) WEST OF MILEPOST 363,
 AB8883'29.6 M (97.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT)
 AB8883'EAST OF THE CENTER OF A GRAVELED ROAD, 4.3 M (14.1 FT) EAST OF A
 AB8883'UTILITY POLE WITH A GUY CABLE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 AB8883'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8883'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8883'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8915 ***********************************************************************
 AB8915  DESIGNATION -  K 462
 AB8915  PID         -  AB8915
 AB8915  STATE/COUNTY-  SD/BEADLE
 AB8915  COUNTRY     -  US
 AB8915  USGS QUAD   -  VIRGIL (2017)
 AB8915
 AB8915                         *CURRENT SURVEY CONTROL
 AB8915  ______________________________________________________________________
 AB8915* NAD 83(1986) POSITION- 44 22 14.     (N) 098 25 05.     (W)   SCALED
 AB8915* NAVD 88 ORTHO HEIGHT -   400.548 (meters)     1314.13  (feet) ADJUSTED
 AB8915  ______________________________________________________________________
 AB8915  GEOID HEIGHT    -        -25.032 (meters)                     GEOID18
 AB8915  DYNAMIC HEIGHT  -        400.477 (meters)     1313.90  (feet) COMP
 AB8915  MODELED GRAVITY -    980,429.4   (mgal)                       NAVD 88
 AB8915
 AB8915  VERT ORDER      -  FIRST     CLASS II
 AB8915
 AB8915.The horizontal coordinates were scaled from a map and have
 AB8915.an estimated accuracy of +/- 6 seconds.
 AB8915
 AB8915.The orthometric height was determined by differential leveling and
 AB8915.adjusted by the NATIONAL GEODETIC SURVEY
 AB8915.in October 1997.
 AB8915
 AB8915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8915.GEOID18 height accuracy estimate available here.
 AB8915
 AB8915.Click photographs - Photos may exist for this station.
 AB8915
 AB8915.The dynamic height is computed by dividing the NAVD 88
 AB8915.geopotential number by the normal gravity value computed on the
 AB8915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8915.degrees latitude (g = 980.6199 gals.).
 AB8915
 AB8915.The modeled gravity was interpolated from observed gravity values.
 AB8915
 AB8915;                    North         East    Units  Estimated Accuracy
 AB8915;SPC SD N     -    60,930.      726,080.      MT  (+/- 180 meters Scaled)
 AB8915
 AB8915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ463131(NAD 83)
 AB8915
 AB8915                          SUPERSEDED SURVEY CONTROL
 AB8915
 AB8915.No superseded survey control is available for this station.
 AB8915
 AB8915_MARKER: I = METAL ROD
 AB8915_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8915_STAMPING: K 462 1994
 AB8915_MARK LOGO: NGS
 AB8915_PROJECTION: FLUSH
 AB8915_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8915+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8915_ROD/PIPE-DEPTH: 7.3 meters
 AB8915_SLEEVE-DEPTH  : 0.9 meters
 AB8915
 AB8915  HISTORY     - Date     Condition        Report By
 AB8915  HISTORY     - 1994     MONUMENTED       NGS
 AB8915
 AB8915                          STATION DESCRIPTION
 AB8915
 AB8915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8915'16.4 KM (10.20 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8915'STATE HIGHWAY 37 IN HURON, 782.0 M (2565.6 FT) EAST OF MILEPOST 335,
 AB8915'19.4 M (63.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.5 M (57.4 FT)
 AB8915'WEST OF THE CENTER OF A GRAVELED ROAD, 3.6 M (11.8 FT) WEST OF A
 AB8915'UTILITY POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 AB8915'(2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8915'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8915'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9010 ***********************************************************************
 AB9010  CBN         -  This is a Cooperative Base Network Control Station.
 AB9010  DESIGNATION -  K 463
 AB9010  PID         -  AB9010
 AB9010  STATE/COUNTY-  SD/HUGHES
 AB9010  COUNTRY     -  US
 AB9010  USGS QUAD   -  BLUNT SE (2017)
 AB9010
 AB9010                         *CURRENT SURVEY CONTROL
 AB9010  ______________________________________________________________________
 AB9010* NAD 83(2011) POSITION- 44 31 38.21321(N) 099 50 44.87950(W)   ADJUSTED
 AB9010* NAD 83(2011) ELLIP HT-   504.344 (meters)        (06/27/12)   ADJUSTED
 AB9010* NAD 83(2011) EPOCH   -  2010.00
 AB9010* NAVD 88 ORTHO HEIGHT -   527.892 (meters)     1731.93  (feet) ADJUSTED
 AB9010  ______________________________________________________________________
 AB9010  GEOID HEIGHT    -        -23.543 (meters)                     GEOID18
 AB9010  NAD 83(2011) X  -   -778,882.121 (meters)                     COMP
 AB9010  NAD 83(2011) Y  - -4,487,855.068 (meters)                     COMP
 AB9010  NAD 83(2011) Z  -  4,450,403.628 (meters)                     COMP
 AB9010  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AB9010  DYNAMIC HEIGHT  -        527.791 (meters)     1731.59  (feet) COMP
 AB9010  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 AB9010
 AB9010  VERT ORDER      -  FIRST     CLASS II
 AB9010
 AB9010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9010  Standards:
 AB9010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9010  -------------------------------------------------------------------
 AB9010  NETWORK    0.76   1.53           0.35   0.25   0.78     -0.10357806
 AB9010  -------------------------------------------------------------------
 AB9010  Click here for local accuracies and other accuracy information.
 AB9010
 AB9010.The horizontal coordinates were established by GPS observations
 AB9010.and adjusted by the National Geodetic Survey in June 2012.
 AB9010
 AB9010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9010.been affixed to the stable North American tectonic plate. See 
 AB9010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9010
 AB9010.The horizontal coordinates are valid at the epoch date displayed above
 AB9010.which is a decimal equivalence of Year/Month/Day.
 AB9010
 AB9010.The orthometric height was determined by differential leveling and
 AB9010.adjusted by the NATIONAL GEODETIC SURVEY
 AB9010.in October 1997.
 AB9010
 AB9010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9010.GEOID18 height accuracy estimate available here.
 AB9010
 AB9010.Click photographs - Photos may exist for this station.
 AB9010
 AB9010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9010
 AB9010.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9010
 AB9010.The ellipsoidal height was determined by GPS observations
 AB9010.and is referenced to NAD 83.
 AB9010
 AB9010.The dynamic height is computed by dividing the NAVD 88
 AB9010.geopotential number by the normal gravity value computed on the
 AB9010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9010.degrees latitude (g = 980.6199 gals.).
 AB9010
 AB9010.The modeled gravity was interpolated from observed gravity values.
 AB9010
 AB9010. The following values were computed from the NAD 83(2011) position.
 AB9010
 AB9010;                    North         East     Units Scale Factor Converg.
 AB9010;SPC SD S     -   243,857.271   638,756.291   MT  1.00003290   +0 20 10.8
 AB9010;SPC SD S     -   800,055.06  2,095,652.93   sFT  1.00003290   +0 20 10.8
 AB9010;UTM  14      - 4,930,787.418   432,792.132   MT  0.99965555   -0 35 35.3
 AB9010
 AB9010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9010!SPC SD S     -   0.99992093  x   1.00003290  =   0.99995382
 AB9010!UTM  14      -   0.99992093  x   0.99965555  =   0.99957650
 AB9010
 AB9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3279230787(NAD 83)
 AB9010
 AB9010                          SUPERSEDED SURVEY CONTROL
 AB9010
 AB9010  NAD 83(2007)-  44 31 38.21314(N)    099 50 44.88045(W) AD(2002.00) 0
 AB9010  ELLIP H (02/10/07)  504.378  (m)                       GP(2002.00)    
 AB9010  NAD 83(1996)-  44 31 38.21279(N)    099 50 44.88027(W) AD(       ) A
 AB9010  ELLIP H (06/23/03)  504.374  (m)                       GP(       ) 3 1
 AB9010  NAVD 88             527.89   (m)         1731.9    (f) LEVELING    3  
 AB9010
 AB9010.Superseded values are not recommended for survey control.
 AB9010
 AB9010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9010.See file dsdata.pdf to determine how the superseded data were derived.
 AB9010
 AB9010_MARKER: I = METAL ROD
 AB9010_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9010_STAMPING: K 463 1994
 AB9010_MARK LOGO: NGS
 AB9010_PROJECTION: FLUSH
 AB9010_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9010+STABILITY: POSITION/ELEVATION WELL
 AB9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9010+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9010_ROD/PIPE-DEPTH: 12.9 meters
 AB9010_SLEEVE-DEPTH  : 9.80 meters
 AB9010
 AB9010  HISTORY     - Date     Condition        Report By
 AB9010  HISTORY     - 1994     MONUMENTED       NGS
 AB9010  HISTORY     - 20020523 GOOD             SDDT
 AB9010  HISTORY     - 20120514 GOOD             INDIV
 AB9010
 AB9010                          STATION DESCRIPTION
 AB9010
 AB9010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9010'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9010'BLUNT, THENCE 11.5 KM (7.15 MI) EASTERLY ALONG U.S. HIGHWAY 14, 100.0
 AB9010'M (328.1 FT) EAST OF MILEPOST 258, 26.2 M (86.0 FT) NORTH OF THE
 AB9010'HIGHWAY CENTERLINE, 8.6 M (28.2 FT) WEST OF THE CENTER OF A FIELD
 AB9010'ENTRANCE, 1.9 M (6.2 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX,
 AB9010'0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE
 AB9010'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9010'5-INCH LOGO CAP.
 AB9010
 AB9010                          STATION RECOVERY (2002)
 AB9010
 AB9010'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AB9010'RECOVERED AS DESCRIBED
 AB9010'
 AB9010
 AB9010                          STATION RECOVERY (2012)
 AB9010
 AB9010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9007 ***********************************************************************
 AB9007  DESIGNATION -  K 464
 AB9007  PID         -  AB9007
 AB9007  STATE/COUNTY-  SD/HUGHES
 AB9007  COUNTRY     -  US
 AB9007  USGS QUAD   -  BLUNT SE (2017)
 AB9007
 AB9007                         *CURRENT SURVEY CONTROL
 AB9007  ______________________________________________________________________
 AB9007* NAD 83(1986) POSITION- 44 31 37.     (N) 099 45 58.     (W)   SCALED
 AB9007* NAVD 88 ORTHO HEIGHT -   543.824 (meters)     1784.20  (feet) ADJUSTED
 AB9007  ______________________________________________________________________
 AB9007  GEOID HEIGHT    -        -23.566 (meters)                     GEOID18
 AB9007  DYNAMIC HEIGHT  -        543.717 (meters)     1783.84  (feet) COMP
 AB9007  MODELED GRAVITY -    980,405.7   (mgal)                       NAVD 88
 AB9007
 AB9007  VERT ORDER      -  FIRST     CLASS II
 AB9007
 AB9007.The horizontal coordinates were scaled from a map and have
 AB9007.an estimated accuracy of +/- 6 seconds.
 AB9007
 AB9007.The orthometric height was determined by differential leveling and
 AB9007.adjusted by the NATIONAL GEODETIC SURVEY
 AB9007.in October 1997.
 AB9007
 AB9007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9007.GEOID18 height accuracy estimate available here.
 AB9007
 AB9007.Click photographs - Photos may exist for this station.
 AB9007
 AB9007.The dynamic height is computed by dividing the NAVD 88
 AB9007.geopotential number by the normal gravity value computed on the
 AB9007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9007.degrees latitude (g = 980.6199 gals.).
 AB9007
 AB9007.The modeled gravity was interpolated from observed gravity values.
 AB9007
 AB9007;                    North         East    Units  Estimated Accuracy
 AB9007;SPC SD S     -   243,860.      645,090.      MT  (+/- 180 meters Scaled)
 AB9007
 AB9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ391306(NAD 83)
 AB9007
 AB9007                          SUPERSEDED SURVEY CONTROL
 AB9007
 AB9007.No superseded survey control is available for this station.
 AB9007
 AB9007_MARKER: I = METAL ROD
 AB9007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9007_STAMPING: K 464 1994
 AB9007_MARK LOGO: NGS
 AB9007_PROJECTION: FLUSH
 AB9007_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9007+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9007_ROD/PIPE-DEPTH: 7.7 meters
 AB9007_SLEEVE-DEPTH  : 0.9 meters
 AB9007
 AB9007  HISTORY     - Date     Condition        Report By
 AB9007  HISTORY     - 1994     MONUMENTED       NGS
 AB9007  HISTORY     - 20120514 GOOD             INDIV
 AB9007
 AB9007                          STATION DESCRIPTION
 AB9007
 AB9007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9007'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9007'BLUNT, THENCE 17.8 KM (11.05 MI) EASTERLY ALONG U.S. HIGHWAY 14, 53.7
 AB9007'M (176.2 FT) WEST OF THE CENTER OF A TRACK ROAD, 22.3 M (73.2 FT)
 AB9007'SOUTH OF THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) SOUTHEAST OF
 AB9007'MILEPOST 262, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 AB9007'(2.0 FT) WEST OF A WITNESS POST AND RIGHT-OF-WAY POST. NOTE--ACCESS TO
 AB9007'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB9007'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9007
 AB9007                          STATION RECOVERY (2012)
 AB9007
 AB9007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5581 ***********************************************************************
 AC5581  DESIGNATION -  K 465
 AC5581  PID         -  AC5581
 AC5581  STATE/COUNTY-  SD/PENNINGTON
 AC5581  COUNTRY     -  US
 AC5581  USGS QUAD   -  ROCKERVILLE (2017)
 AC5581
 AC5581                         *CURRENT SURVEY CONTROL
 AC5581  ______________________________________________________________________
 AC5581* NAD 83(1986) POSITION- 43 59 55.     (N) 103 15 32.     (W)   SCALED
 AC5581* NAVD 88 ORTHO HEIGHT -  1142.671 (meters)     3748.91  (feet) ADJUSTED
 AC5581  ______________________________________________________________________
 AC5581  GEOID HEIGHT    -        -15.608 (meters)                     GEOID18
 AC5581  DYNAMIC HEIGHT  -       1142.243 (meters)     3747.51  (feet) COMP
 AC5581  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 AC5581
 AC5581  VERT ORDER      -  FIRST     CLASS II
 AC5581
 AC5581.The horizontal coordinates were scaled from a map and have
 AC5581.an estimated accuracy of +/- 6 seconds.
 AC5581
 AC5581.The orthometric height was determined by differential leveling and
 AC5581.adjusted by the NATIONAL GEODETIC SURVEY
 AC5581.in October 1997.
 AC5581
 AC5581.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5581.GEOID18 height accuracy estimate available here.
 AC5581
 AC5581.Click photographs - Photos may exist for this station.
 AC5581
 AC5581.The dynamic height is computed by dividing the NAVD 88
 AC5581.geopotential number by the normal gravity value computed on the
 AC5581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5581.degrees latitude (g = 980.6199 gals.).
 AC5581
 AC5581.The modeled gravity was interpolated from observed gravity values.
 AC5581
 AC5581;                    North         East    Units  Estimated Accuracy
 AC5581;SPC SD S     -   189,130.      365,410.      MT  (+/- 180 meters Scaled)
 AC5581
 AC5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ395731(NAD 83)
 AC5581
 AC5581                          SUPERSEDED SURVEY CONTROL
 AC5581
 AC5581.No superseded survey control is available for this station.
 AC5581
 AC5581_MARKER: DV = VERTICAL CONTROL DISK
 AC5581_SETTING: 66 = SET IN ROCK OUTCROP
 AC5581_STAMPING: K 465 1995
 AC5581_MARK LOGO: NGS
 AC5581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5581+STABILITY: POSITION/ELEVATION WELL
 AC5581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5581+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5581
 AC5581  HISTORY     - Date     Condition        Report By
 AC5581  HISTORY     - 1995     MONUMENTED       NGS
 AC5581  HISTORY     - 20120810 MARK NOT FOUND   INDIV
 AC5581
 AC5581                          STATION DESCRIPTION
 AC5581
 AC5581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5581'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 AC5581'IN RAPID CITY, THENCE 5.5 KM (3.40 MI) WESTERLY ALONG U.S. HIGHWAY 16
 AC5581'BYPASS, THENCE 2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 16, NEAR
 AC5581'THE CENTER OF A 5 BY 6-FOOT AREA OF OUTCROPPING BEDROCK, 575.0 M
 AC5581'(1886.5 FT) WEST OF MILEPOST 63, 20.2 M (66.3 FT) NORTHWEST OF THE
 AC5581'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) EAST
 AC5581'OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC5581
 AC5581                          STATION RECOVERY (2012)
 AC5581
 AC5581'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC5581'ROCK OUTCROP IS BROKEN OFF
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9085 ***********************************************************************
 AB9085  DESIGNATION -  K 466
 AB9085  PID         -  AB9085
 AB9085  STATE/COUNTY-  SD/STANLEY
 AB9085  COUNTRY     -  US
 AB9085  USGS QUAD   -  DOTY RIDGE (2017)
 AB9085
 AB9085                         *CURRENT SURVEY CONTROL
 AB9085  ______________________________________________________________________
 AB9085* NAD 83(1986) POSITION- 44 22 17.     (N) 100 51 49.     (W)   SCALED
 AB9085* NAVD 88 ORTHO HEIGHT -   608.407 (meters)     1996.08  (feet) ADJUSTED
 AB9085  ______________________________________________________________________
 AB9085  GEOID HEIGHT    -        -22.745 (meters)                     GEOID18
 AB9085  DYNAMIC HEIGHT  -        608.269 (meters)     1995.63  (feet) COMP
 AB9085  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 AB9085
 AB9085  VERT ORDER      -  FIRST     CLASS II
 AB9085
 AB9085.The horizontal coordinates were scaled from a map and have
 AB9085.an estimated accuracy of +/- 6 seconds.
 AB9085
 AB9085.The orthometric height was determined by differential leveling and
 AB9085.adjusted by the NATIONAL GEODETIC SURVEY
 AB9085.in October 1997.
 AB9085
 AB9085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9085.GEOID18 height accuracy estimate available here.
 AB9085
 AB9085.Click photographs - Photos may exist for this station.
 AB9085
 AB9085.The dynamic height is computed by dividing the NAVD 88
 AB9085.geopotential number by the normal gravity value computed on the
 AB9085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9085.degrees latitude (g = 980.6199 gals.).
 AB9085
 AB9085.The modeled gravity was interpolated from observed gravity values.
 AB9085
 AB9085;                    North         East    Units  Estimated Accuracy
 AB9085;SPC SD S     -   226,560.      557,740.      MT  (+/- 180 meters Scaled)
 AB9085
 AB9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ515148(NAD 83)
 AB9085
 AB9085                          SUPERSEDED SURVEY CONTROL
 AB9085
 AB9085.No superseded survey control is available for this station.
 AB9085
 AB9085_MARKER: I = METAL ROD
 AB9085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9085_STAMPING: K 466 1995
 AB9085_MARK LOGO: NGS
 AB9085_PROJECTION: FLUSH
 AB9085_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9085+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9085_ROD/PIPE-DEPTH: 2.5 meters
 AB9085_SLEEVE-DEPTH  : 0.9 meters
 AB9085
 AB9085  HISTORY     - Date     Condition        Report By
 AB9085  HISTORY     - 1995     MONUMENTED       NGS
 AB9085  HISTORY     - 20120531 POOR             INDIV
 AB9085
 AB9085                          STATION DESCRIPTION
 AB9085
 AB9085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9085'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9085'IN HAYES, 102.7 M (336.9 FT) WEST OF MILEPOST 203, 25.0 M (82.0 FT)
 AB9085'SOUTH OF THE HIGHWAY CENTERLINE, 9.5 M (31.2 FT) EAST OF THE CENTER OF
 AB9085'A FIELD ENTRANCE AND GATE, 8.2 M (26.9 FT) SOUTH OF THE EAST END OF A
 AB9085'CULVERT UNDER THE FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 AB9085'THE HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A WITNESS POST AND FENCE.
 AB9085'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB9085'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A MARK.  THE
 AB9085'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AB9085
 AB9085                          STATION RECOVERY (2012)
 AB9085
 AB9085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9085'CONCRETE AND LID ARE BROKEN, PVC IS TILTED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8897 ***********************************************************************
 AD8897  DESIGNATION -  K 467
 AD8897  PID         -  AD8897
 AD8897  STATE/COUNTY-  SD/DEUEL
 AD8897  COUNTRY     -  US
 AD8897  USGS QUAD   -  GOODWIN (2017)
 AD8897
 AD8897                         *CURRENT SURVEY CONTROL
 AD8897  ______________________________________________________________________
 AD8897* NAD 83(1986) POSITION- 44 53 22.     (N) 096 51 54.     (W)   SCALED
 AD8897* NAVD 88 ORTHO HEIGHT -   615.431 (meters)     2019.13  (feet) ADJUSTED
 AD8897  ______________________________________________________________________
 AD8897  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 AD8897  DYNAMIC HEIGHT  -        615.333 (meters)     2018.81  (feet) COMP
 AD8897  MODELED GRAVITY -    980,438.1   (mgal)                       NAVD 88
 AD8897
 AD8897  VERT ORDER      -  FIRST     CLASS II
 AD8897
 AD8897.The horizontal coordinates were scaled from a map and have
 AD8897.an estimated accuracy of +/- 6 seconds.
 AD8897
 AD8897.The orthometric height was determined by differential leveling and
 AD8897.adjusted by the NATIONAL GEODETIC SURVEY
 AD8897.in July 1998.
 AD8897
 AD8897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8897.GEOID18 height accuracy estimate available here.
 AD8897
 AD8897.Click photographs - Photos may exist for this station.
 AD8897
 AD8897.The dynamic height is computed by dividing the NAVD 88
 AD8897.geopotential number by the normal gravity value computed on the
 AD8897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8897.degrees latitude (g = 980.6199 gals.).
 AD8897
 AD8897.The modeled gravity was interpolated from observed gravity values.
 AD8897
 AD8897;                    North         East    Units  Estimated Accuracy
 AD8897;SPC SD N     -   122,150.      847,580.      MT  (+/- 180 meters Scaled)
 AD8897
 AD8897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ685728(NAD 83)
 AD8897
 AD8897                          SUPERSEDED SURVEY CONTROL
 AD8897
 AD8897.No superseded survey control is available for this station.
 AD8897
 AD8897_MARKER: I = METAL ROD
 AD8897_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8897_STAMPING: K 467 1995
 AD8897_MARK LOGO: NGS
 AD8897_PROJECTION: FLUSH
 AD8897_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8897+STABILITY: POSITION/ELEVATION WELL
 AD8897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8897+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8897_ROD/PIPE-DEPTH: 13.5 meters
 AD8897_SLEEVE-DEPTH  : 10.9 meters
 AD8897
 AD8897  HISTORY     - Date     Condition        Report By
 AD8897  HISTORY     - 1995     MONUMENTED       NGS
 AD8897
 AD8897                          STATION DESCRIPTION
 AD8897
 AD8897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8897'15.0 KM (9.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8897'INTERSTATE HIGHWAY 29 IN WATERTOWN, 260.0 M (853.0 FT) EAST OF
 AD8897'MILEPOST 389, 53.4 M (175.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 25.7
 AD8897'M (84.3 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 5.5 M (18.0 FT)
 AD8897'SOUTH OF THE CENTER OF AN ENTRANCE ROAD INTO A ROAD SIDE PARK, 1.6 M
 AD8897'(5.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A
 AD8897'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AD8897'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8003 ***********************************************************************
 AC8003  CBN         -  This is a Cooperative Base Network Control Station.
 AC8003  DESIGNATION -  K 468
 AC8003  PID         -  AC8003
 AC8003  STATE/COUNTY-  SD/SPINK
 AC8003  COUNTRY     -  US
 AC8003  USGS QUAD   -  DOLAND (2017)
 AC8003
 AC8003                         *CURRENT SURVEY CONTROL
 AC8003  ______________________________________________________________________
 AC8003* NAD 83(2011) POSITION- 44 53 33.72036(N) 098 02 38.93409(W)   ADJUSTED
 AC8003* NAD 83(2011) ELLIP HT-   395.873 (meters)        (06/27/12)   ADJUSTED
 AC8003* NAD 83(2011) EPOCH   -  2010.00
 AC8003* NAVD 88 ORTHO HEIGHT -   420.348 (meters)     1379.09  (feet) ADJUSTED
 AC8003  ______________________________________________________________________
 AC8003  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 AC8003  NAD 83(2011) X  -   -633,392.074 (meters)                     COMP
 AC8003  NAD 83(2011) Y  - -4,481,758.878 (meters)                     COMP
 AC8003  NAD 83(2011) Z  -  4,479,188.153 (meters)                     COMP
 AC8003  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 AC8003  DYNAMIC HEIGHT  -        420.301 (meters)     1378.94  (feet) COMP
 AC8003  MODELED GRAVITY -    980,492.2   (mgal)                       NAVD 88
 AC8003
 AC8003  VERT ORDER      -  FIRST     CLASS II
 AC8003
 AC8003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8003  Standards:
 AC8003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8003  -------------------------------------------------------------------
 AC8003  NETWORK    1.00   2.80           0.47   0.31   1.43     -0.00274930
 AC8003  -------------------------------------------------------------------
 AC8003  Click here for local accuracies and other accuracy information.
 AC8003
 AC8003.The horizontal coordinates were established by GPS observations
 AC8003.and adjusted by the National Geodetic Survey in June 2012.
 AC8003
 AC8003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8003.been affixed to the stable North American tectonic plate. See 
 AC8003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8003
 AC8003.The horizontal coordinates are valid at the epoch date displayed above
 AC8003.which is a decimal equivalence of Year/Month/Day.
 AC8003
 AC8003.The orthometric height was determined by differential leveling and
 AC8003.adjusted by the NATIONAL GEODETIC SURVEY
 AC8003.in July 1998.
 AC8003
 AC8003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8003.GEOID18 height accuracy estimate available here.
 AC8003
 AC8003.Click photographs - Photos may exist for this station.
 AC8003
 AC8003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8003
 AC8003.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8003
 AC8003.The ellipsoidal height was determined by GPS observations
 AC8003.and is referenced to NAD 83.
 AC8003
 AC8003.The dynamic height is computed by dividing the NAVD 88
 AC8003.geopotential number by the normal gravity value computed on the
 AC8003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8003.degrees latitude (g = 980.6199 gals.).
 AC8003
 AC8003.The modeled gravity was interpolated from observed gravity values.
 AC8003
 AC8003. The following values were computed from the NAD 83(2011) position.
 AC8003
 AC8003;                    North         East     Units Scale Factor Converg.
 AC8003;SPC SD N     -   119,585.159   754,476.422   MT  0.99994292   +1 23 03.2
 AC8003;SPC SD N     -   392,338.98  2,475,311.39   sFT  0.99994292   +1 23 03.2
 AC8003;UTM  14      - 4,971,475.217   575,476.226   MT  0.99967005   +0 40 28.8
 AC8003
 AC8003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8003!SPC SD N     -   0.99993794  x   0.99994292  =   0.99988086
 AC8003!UTM  14      -   0.99993794  x   0.99967005  =   0.99960801
 AC8003
 AC8003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7547671475(NAD 83)
 AC8003
 AC8003                          SUPERSEDED SURVEY CONTROL
 AC8003
 AC8003  NAD 83(2007)-  44 53 33.72036(N)    098 02 38.93491(W) AD(2002.00) 0
 AC8003  ELLIP H (02/10/07)  395.903  (m)                       GP(2002.00)    
 AC8003  ELLIP H (04/15/04)  395.917  (m)                       GP(       ) 2 1
 AC8003  NAD 83(1996)-  44 53 33.71985(N)    098 02 38.93437(W) AD(       ) B
 AC8003  ELLIP H (04/18/97)  395.948  (m)                       GP(       ) 4 1
 AC8003  NAVD 88 (04/18/97)  420.3    (m)  GEOID96  model used  GPS OBS        
 AC8003
 AC8003.Superseded values are not recommended for survey control.
 AC8003
 AC8003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8003.See file dsdata.pdf to determine how the superseded data were derived.
 AC8003
 AC8003_MARKER: F = FLANGE-ENCASED ROD
 AC8003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8003_STAMPING: K 468 1995
 AC8003_MARK LOGO: NGS
 AC8003_PROJECTION: FLUSH
 AC8003_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8003+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 AC8003_ROD/PIPE-DEPTH: 4.1 meters
 AC8003_SLEEVE-DEPTH  : 0.9 meters
 AC8003
 AC8003  HISTORY     - Date     Condition        Report By
 AC8003  HISTORY     - 1995     MONUMENTED       NGS
 AC8003  HISTORY     - 19951011 GOOD             NGS
 AC8003  HISTORY     - 19990825 GOOD             NGS
 AC8003
 AC8003                          STATION DESCRIPTION
 AC8003
 AC8003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC8003'4.6 KM (2.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC8003'HUMPHREY DRIVE IN DOLAND, 541.0 M (1774.9 FT) EAST OF MILEPOST 330,
 AC8003'27.2 M (89.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT)
 AC8003'NORTH OF A FENCE CORNER, 10.5 M (34.4 FT) WEST OF THE CENTER OF COUNTY
 AC8003'ROAD 1, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AC8003'FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AC8003'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8003'SPECIFICATIONS FOR A CLASS A MARK.
 AC8003
 AC8003                          STATION RECOVERY (1995)
 AC8003
 AC8003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 AC8003'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF
 AC8003'RAYMOND, 3.0 MI (4.8 KM) WEST OF THE SPINK/CLARK COUNTY LINE, AND 2.8
 AC8003'MI (4.5 KM) EAST OF DOLAND, ON U.S. HIGHWAY 212.  OWNERSHIP--THE STATE
 AC8003'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC8003'HIGHWAY 212 AND STATE HIGHWAY 37 NORTH ON THE EAST SIDE OF DOLAND, GO
 AC8003'EAST ON U.S. HIGHWAY 212 FOR 3.0 MI (4.8 KM) TO A GRAVEL ROAD LEFT
 AC8003'(COUNTY ROAD 1) AND THE STATION ON LEFT.  THE STATION IS LOCATED 89.3
 AC8003'FT (27.2 M) NORTH OF THE HIGHWAY CENTERLINE, 53.2 FT (16.2 M)
 AC8003'WEST-NORTHWEST OF A COUNTY ROAD SIGN, 35.1 FT (10.7 M) NORTH OF A
 AC8003'FENCE CORNER, 35.0 FT (10.7 M) WEST OF THE GRAVEL ROAD CENTER, AND 1.7
 AC8003'FT (0.5 M) EAST OF A WITNESS POST IN FENCE LINE.  NOTE--ACCESS TO THE
 AC8003'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC8003
 AC8003                          STATION RECOVERY (1999)
 AC8003
 AC8003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AC8003'4.6 KM (2.85 MI) EASTERLY ALONG U.S.  HIGHWAY 212 FROM THE JUNCTION OF
 AC8003'HUMPHREY DRIVE IN DOLAND, 541.0 M (1774.9 FT) EAST OF MILEPOST 330,
 AC8003'27.2 M (89.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT)
 AC8003'NORTH OF A FENCE CORNER, 10.5 M (34.4 FT) WEST OF THE CENTER OF COUNTY
 AC8003'ROAD 1, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AC8003'FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AC8003'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8003'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY ROAD
 AC8003'RIGHT-OF-WAY.  THIS IS A COOPERATIVE BASE NETWORK CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5845 ***********************************************************************
 AE5845  DESIGNATION -  K 469
 AE5845  PID         -  AE5845
 AE5845  STATE/COUNTY-  SD/FAULK
 AE5845  COUNTRY     -  US
 AE5845  USGS QUAD   -  ROCKHAM (2017)
 AE5845
 AE5845                         *CURRENT SURVEY CONTROL
 AE5845  ______________________________________________________________________
 AE5845* NAD 83(1986) POSITION- 44 53 50.     (N) 098 47 16.     (W)   SCALED
 AE5845* NAVD 88 ORTHO HEIGHT -   418.620 (meters)     1373.42  (feet) ADJUSTED
 AE5845  ______________________________________________________________________
 AE5845  GEOID HEIGHT    -        -24.202 (meters)                     GEOID18
 AE5845  DYNAMIC HEIGHT  -        418.568 (meters)     1373.25  (feet) COMP
 AE5845  MODELED GRAVITY -    980,479.9   (mgal)                       NAVD 88
 AE5845
 AE5845  VERT ORDER      -  FIRST     CLASS II
 AE5845
 AE5845.The horizontal coordinates were scaled from a map and have
 AE5845.an estimated accuracy of +/- 6 seconds.
 AE5845
 AE5845.The orthometric height was determined by differential leveling and
 AE5845.adjusted by the NATIONAL GEODETIC SURVEY
 AE5845.in July 1998.
 AE5845
 AE5845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5845.GEOID18 height accuracy estimate available here.
 AE5845
 AE5845.Click photographs - Photos may exist for this station.
 AE5845
 AE5845.The dynamic height is computed by dividing the NAVD 88
 AE5845.geopotential number by the normal gravity value computed on the
 AE5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5845.degrees latitude (g = 980.6199 gals.).
 AE5845
 AE5845.The modeled gravity was interpolated from observed gravity values.
 AE5845
 AE5845;                    North         East    Units  Estimated Accuracy
 AE5845;SPC SD N     -   118,940.      695,740.      MT  (+/- 180 meters Scaled)
 AE5845
 AE5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ167715(NAD 83)
 AE5845
 AE5845                          SUPERSEDED SURVEY CONTROL
 AE5845
 AE5845.No superseded survey control is available for this station.
 AE5845
 AE5845_MARKER: I = METAL ROD
 AE5845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5845_STAMPING: K 469 1996
 AE5845_MARK LOGO: NGS
 AE5845_PROJECTION: FLUSH
 AE5845_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5845+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5845_ROD/PIPE-DEPTH: 7.2 meters
 AE5845_SLEEVE-DEPTH  : 0.9 meters
 AE5845
 AE5845  HISTORY     - Date     Condition        Report By
 AE5845  HISTORY     - 1996     MONUMENTED       NGS
 AE5845
 AE5845                          STATION DESCRIPTION
 AE5845
 AE5845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5845'21.6 KM (13.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5845'OF U.S. HIGHWAY 281 IN REDFIELD, 65.0 M (213.3 FT) WEST OF THE
 AE5845'EXTENDED CENTER OF A DIRT ROAD, 20.0 M (65.6 FT) EAST OF MILEPOST 293,
 AE5845'14.2 M (46.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 AE5845'NORTHWEST OF A UTILITY POLE, 1.8 M (5.9 FT) SOUTHWEST OF A UTILITY
 AE5845'POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AE5845'FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5845'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5845'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0310 ***********************************************************************
 PS0310  DESIGNATION -  K 47
 PS0310  PID         -  PS0310
 PS0310  STATE/COUNTY-  SD/HYDE
 PS0310  COUNTRY     -  US
 PS0310  USGS QUAD   -  RICE LAKE (2017)
 PS0310
 PS0310                         *CURRENT SURVEY CONTROL
 PS0310  ______________________________________________________________________
 PS0310* NAD 83(1986) POSITION- 44 50 15.     (N) 099 26 59.     (W)   SCALED
 PS0310* NAVD 88 ORTHO HEIGHT -   565.414 (meters)     1855.03  (feet) ADJUSTED
 PS0310  ______________________________________________________________________
 PS0310  GEOID HEIGHT    -        -23.082 (meters)                     GEOID18
 PS0310  DYNAMIC HEIGHT  -        565.335 (meters)     1854.77  (feet) COMP
 PS0310  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 PS0310
 PS0310  VERT ORDER      -  SECOND    CLASS 0
 PS0310
 PS0310.The horizontal coordinates were scaled from a map and have
 PS0310.an estimated accuracy of +/- 6 seconds.
 PS0310
 PS0310.The orthometric height was determined by differential leveling and
 PS0310.adjusted by the NATIONAL GEODETIC SURVEY
 PS0310.in June 1991.
 PS0310
 PS0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0310.GEOID18 height accuracy estimate available here.
 PS0310
 PS0310.Click photographs - Photos may exist for this station.
 PS0310
 PS0310.The dynamic height is computed by dividing the NAVD 88
 PS0310.geopotential number by the normal gravity value computed on the
 PS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0310.degrees latitude (g = 980.6199 gals.).
 PS0310
 PS0310.The modeled gravity was interpolated from observed gravity values.
 PS0310
 PS0310;                    North         East    Units  Estimated Accuracy
 PS0310;SPC SD N     -   111,730.      643,510.      MT  (+/- 180 meters Scaled)
 PS0310
 PS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ644649(NAD 83)
 PS0310
 PS0310                          SUPERSEDED SURVEY CONTROL
 PS0310
 PS0310  NGVD 29 (??/??/92)  564.900  (m)         1853.34   (f) ADJ UNCH    2 0
 PS0310
 PS0310.Superseded values are not recommended for survey control.
 PS0310
 PS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0310.See file dsdata.pdf to determine how the superseded data were derived.
 PS0310
 PS0310_MARKER: DB = BENCH MARK DISK
 PS0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0310_STAMPING: K 47 1934
 PS0310_MARK LOGO: CGS
 PS0310_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0310+STABILITY: SURFACE MOTION
 PS0310
 PS0310  HISTORY     - Date     Condition        Report By
 PS0310  HISTORY     - 1934     MONUMENTED       CGS
 PS0310  HISTORY     - 1940     GOOD             CGS
 PS0310
 PS0310                          STATION DESCRIPTION
 PS0310
 PS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0310'18.4 MI S FROM SENECA.
 PS0310'IN HYDE COUNTY, 18.4 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE
 PS0310'POST OFFICE AT SENECA, FAULK COUNTY, AT THE INTERSECTION OF A
 PS0310'SECTION-LINE ROAD, 63.5 FEET EAST OF THE CENTERLINE OF THE
 PS0310'HIGHMORE ROAD, 38 FEET SOUTH OF THE CENTERLINE OF THE
 PS0310'SECTION-LINE ROAD, AND 0.6 FOOT SOUTH OF A WHITE WOODEN WITNESS
 PS0310'POST.  A STANDARD DISK, STAMPED K 47 1934 AND SET IN THE TOP
 PS0310'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5853 ***********************************************************************
 AE5853  FBN         -  This is a Federal Base Network Control Station.
 AE5853  DESIGNATION -  K 470
 AE5853  PID         -  AE5853
 AE5853  STATE/COUNTY-  SD/HAND
 AE5853  COUNTRY     -  US
 AE5853  USGS QUAD   -  MILLER (2017)
 AE5853
 AE5853                         *CURRENT SURVEY CONTROL
 AE5853  ______________________________________________________________________
 AE5853* NAD 83(2011) POSITION- 44 32 51.01581(N) 098 59 18.91269(W)   ADJUSTED
 AE5853* NAD 83(2011) ELLIP HT-   446.596 (meters)        (06/27/12)   ADJUSTED
 AE5853* NAD 83(2011) EPOCH   -  2010.00
 AE5853* NAVD 88 ORTHO HEIGHT -   471.045 (meters)     1545.42  (feet) ADJUSTED
 AE5853  ______________________________________________________________________
 AE5853  GEOID HEIGHT    -        -24.458 (meters)                     GEOID18
 AE5853  NAD 83(2011) X  -   -711,401.104 (meters)                     COMP
 AE5853  NAD 83(2011) Y  - -4,497,407.804 (meters)                     COMP
 AE5853  NAD 83(2011) Z  -  4,451,965.053 (meters)                     COMP
 AE5853  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 AE5853  DYNAMIC HEIGHT  -        470.958 (meters)     1545.13  (feet) COMP
 AE5853  MODELED GRAVITY -    980,417.3   (mgal)                       NAVD 88
 AE5853
 AE5853  VERT ORDER      -  FIRST     CLASS II
 AE5853
 AE5853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE5853  Standards:
 AE5853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE5853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE5853  -------------------------------------------------------------------
 AE5853  NETWORK    0.76   1.57           0.35   0.26   0.80     -0.07836331
 AE5853  -------------------------------------------------------------------
 AE5853  Click here for local accuracies and other accuracy information.
 AE5853
 AE5853.The horizontal coordinates were established by GPS observations
 AE5853.and adjusted by the National Geodetic Survey in June 2012.
 AE5853
 AE5853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE5853.been affixed to the stable North American tectonic plate. See 
 AE5853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE5853
 AE5853.The horizontal coordinates are valid at the epoch date displayed above
 AE5853.which is a decimal equivalence of Year/Month/Day.
 AE5853
 AE5853.The orthometric height was determined by differential leveling and
 AE5853.adjusted by the NATIONAL GEODETIC SURVEY
 AE5853.in July 1998.
 AE5853
 AE5853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5853.GEOID18 height accuracy estimate available here.
 AE5853
 AE5853.Click photographs - Photos may exist for this station.
 AE5853
 AE5853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5853
 AE5853.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE5853
 AE5853.The ellipsoidal height was determined by GPS observations
 AE5853.and is referenced to NAD 83.
 AE5853
 AE5853.The dynamic height is computed by dividing the NAVD 88
 AE5853.geopotential number by the normal gravity value computed on the
 AE5853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5853.degrees latitude (g = 980.6199 gals.).
 AE5853
 AE5853.The modeled gravity was interpolated from observed gravity values.
 AE5853
 AE5853. The following values were computed from the NAD 83(2011) position.
 AE5853
 AE5853;                    North         East     Units Scale Factor Converg.
 AE5853;SPC SD N     -    79,862.396   680,368.004   MT  0.99997751   +0 42 56.9
 AE5853;SPC SD N     -   262,015.21  2,232,174.03   sFT  0.99997751   +0 42 56.9
 AE5853;UTM  14      - 4,932,685.937   500,906.582   MT  0.99960001   +0 00 28.8
 AE5853
 AE5853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5853!SPC SD N     -   0.99992998  x   0.99997751  =   0.99990749
 AE5853!UTM  14      -   0.99992998  x   0.99960001  =   0.99953002
 AE5853
 AE5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0090632685(NAD 83)
 AE5853
 AE5853                          SUPERSEDED SURVEY CONTROL
 AE5853
 AE5853  NAD 83(2007)-  44 32 51.01575(N)    098 59 18.91363(W) AD(2002.00) 0
 AE5853  ELLIP H (02/10/07)  446.627  (m)                       GP(2002.00)    
 AE5853  NAD 83(1996)-  44 32 51.01548(N)    098 59 18.91343(W) AD(       ) A
 AE5853  ELLIP H (06/23/03)  446.629  (m)                       GP(       ) 3 1
 AE5853  NAVD 88             471.05   (m)         1545.4    (f) LEVELING    3  
 AE5853
 AE5853.Superseded values are not recommended for survey control.
 AE5853
 AE5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5853.See file dsdata.pdf to determine how the superseded data were derived.
 AE5853
 AE5853_MARKER: I = METAL ROD
 AE5853_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5853_STAMPING: K 470 1996
 AE5853_MARK LOGO: NGS
 AE5853_PROJECTION: FLUSH
 AE5853_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5853+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AE5853_ROD/PIPE-DEPTH: 6.10 meters
 AE5853_SLEEVE-DEPTH  : 0.90 meters
 AE5853
 AE5853  HISTORY     - Date     Condition        Report By
 AE5853  HISTORY     - 1996     MONUMENTED       NGS
 AE5853  HISTORY     - 20020528 GOOD             SDDT
 AE5853  HISTORY     - 20160516 GOOD             DEWDAV
 AE5853
 AE5853                          STATION DESCRIPTION
 AE5853
 AE5853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5853'3.1 KM (1.90 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 AE5853'IN MILLER, 717.0 M (2352.4 FT) SOUTH OF MILEPOST 114, 25.0 M (82.0 FT)
 AE5853'EAST OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT) NORTH OF THE CENTER OF
 AE5853'A GRAVELED ROAD, 7.4 M (24.3 FT) WEST OF THE CENTER OF A FIELD
 AE5853'ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AE5853'0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AE5853'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE5853'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE5853
 AE5853                          STATION RECOVERY (2002)
 AE5853
 AE5853'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE5853'RECOVERED AS DESCRIBED
 AE5853'
 AE5853
 AE5853                          STATION RECOVERY (2016)
 AE5853
 AE5853'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AE5853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4121 ***********************************************************************
 AE4121  DESIGNATION -  K 471
 AE4121  PID         -  AE4121
 AE4121  STATE/COUNTY-  SD/POTTER
 AE4121  COUNTRY     -  US
 AE4121  USGS QUAD   -  SENECA (2017)
 AE4121
 AE4121                         *CURRENT SURVEY CONTROL
 AE4121  ______________________________________________________________________
 AE4121* NAD 83(1986) POSITION- 45 03 25.     (N) 099 34 24.     (W)   SCALED
 AE4121* NAVD 88 ORTHO HEIGHT -   597.148 (meters)     1959.14  (feet) ADJUSTED
 AE4121  ______________________________________________________________________
 AE4121  GEOID HEIGHT    -        -22.785 (meters)                     GEOID18
 AE4121  DYNAMIC HEIGHT  -        597.065 (meters)     1958.87  (feet) COMP
 AE4121  MODELED GRAVITY -    980,458.5   (mgal)                       NAVD 88
 AE4121
 AE4121  VERT ORDER      -  FIRST     CLASS II
 AE4121
 AE4121.The horizontal coordinates were scaled from a map and have
 AE4121.an estimated accuracy of +/- 6 seconds.
 AE4121
 AE4121.The orthometric height was determined by differential leveling and
 AE4121.adjusted by the NATIONAL GEODETIC SURVEY
 AE4121.in July 1998.
 AE4121
 AE4121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4121.GEOID18 height accuracy estimate available here.
 AE4121
 AE4121.Click photographs - Photos may exist for this station.
 AE4121
 AE4121.The dynamic height is computed by dividing the NAVD 88
 AE4121.geopotential number by the normal gravity value computed on the
 AE4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4121.degrees latitude (g = 980.6199 gals.).
 AE4121
 AE4121.The modeled gravity was interpolated from observed gravity values.
 AE4121
 AE4121;                    North         East    Units  Estimated Accuracy
 AE4121;SPC SD N     -   136,060.      633,610.      MT  (+/- 180 meters Scaled)
 AE4121
 AE4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ548894(NAD 83)
 AE4121
 AE4121                          SUPERSEDED SURVEY CONTROL
 AE4121
 AE4121.No superseded survey control is available for this station.
 AE4121
 AE4121_MARKER: I = METAL ROD
 AE4121_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4121_STAMPING: K 471 1996
 AE4121_MARK LOGO: NGS
 AE4121_PROJECTION: FLUSH
 AE4121_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4121+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4121_ROD/PIPE-DEPTH: 6.0 meters
 AE4121_SLEEVE-DEPTH  : 0.9 meters
 AE4121
 AE4121  HISTORY     - Date     Condition        Report By
 AE4121  HISTORY     - 1996     MONUMENTED       NGS
 AE4121  HISTORY     - 20120613 GOOD             INDIV
 AE4121
 AE4121                          STATION DESCRIPTION
 AE4121
 AE4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4121'31.4 KM (19.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4121'OF EXENE STREET IN GETTYSBURG, 97.0 M (318.2 FT) WEST OF MILEPOST 245,
 AE4121'29.6 M (97.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT)
 AE4121'WEST OF THE CENTER OF A TRACK ROAD, 1.2 M (3.9 FT) BELOW THE LEVEL OF
 AE4121'THE HIGHWAY, AND 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND CORNER
 AE4121'GATE POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4121'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4121'MARK.
 AE4121
 AE4121                          STATION RECOVERY (2012)
 AE4121
 AE4121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0369 ***********************************************************************
 PS0369  DESIGNATION -  K 48
 PS0369  PID         -  PS0369
 PS0369  STATE/COUNTY-  SD/HYDE
 PS0369  COUNTRY     -  US
 PS0369  USGS QUAD   -  MACS CORNER (2017)
 PS0369
 PS0369                         *CURRENT SURVEY CONTROL
 PS0369  ______________________________________________________________________
 PS0369* NAD 83(1986) POSITION- 44 15 59.     (N) 099 26 31.     (W)   SCALED
 PS0369* NAVD 88 ORTHO HEIGHT -   575.945 (meters)     1889.58  (feet) ADJUSTED
 PS0369  ______________________________________________________________________
 PS0369  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 PS0369  DYNAMIC HEIGHT  -        575.819 (meters)     1889.17  (feet) COMP
 PS0369  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 PS0369
 PS0369  VERT ORDER      -  SECOND    CLASS 0
 PS0369
 PS0369.The horizontal coordinates were scaled from a map and have
 PS0369.an estimated accuracy of +/- 6 seconds.
 PS0369
 PS0369.The orthometric height was determined by differential leveling and
 PS0369.adjusted by the NATIONAL GEODETIC SURVEY
 PS0369.in June 1991.
 PS0369
 PS0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0369.GEOID18 height accuracy estimate available here.
 PS0369
 PS0369.Click photographs - Photos may exist for this station.
 PS0369
 PS0369.The dynamic height is computed by dividing the NAVD 88
 PS0369.geopotential number by the normal gravity value computed on the
 PS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0369.degrees latitude (g = 980.6199 gals.).
 PS0369
 PS0369.The modeled gravity was interpolated from observed gravity values.
 PS0369
 PS0369;                    North         East    Units  Estimated Accuracy
 PS0369;SPC SD N     -    48,280.      644,560.      MT  (+/- 180 meters Scaled)
 PS0369
 PS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647015(NAD 83)
 PS0369
 PS0369                          SUPERSEDED SURVEY CONTROL
 PS0369
 PS0369  NGVD 29 (??/??/92)  575.60   (m)         1888.4    (f) COMPUTED    2 0
 PS0369
 PS0369.Superseded values are not recommended for survey control.
 PS0369
 PS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0369.See file dsdata.pdf to determine how the superseded data were derived.
 PS0369
 PS0369_MARKER: DB = BENCH MARK DISK
 PS0369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0369_SP_SET: CULVERT HEADWALL
 PS0369_STAMPING: K 48 1934
 PS0369_MARK LOGO: CGS
 PS0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0369+STABILITY: SURFACE MOTION
 PS0369
 PS0369  HISTORY     - Date     Condition        Report By
 PS0369  HISTORY     - 1934     MONUMENTED       CGS
 PS0369  HISTORY     - 1946     GOOD             CGS
 PS0369
 PS0369                          STATION DESCRIPTION
 PS0369
 PS0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0369'17.5 MI S FROM HIGHMORE.
 PS0369'17.5 MILES SOUTH OF DEPOT AT HIGHMORE ALONG THE HIGHMORE-CHAMBERLAIN
 PS0369'HIWAY AT CROSS ROAD.  SET IN CENTER OF THE WEST HEADWALL OF
 PS0369'HIWAY CULVERT.  20 FEET WEST OF CENTERLINE OF THE HIWAY AND
 PS0369'28 FEET NORTH OF CENTERLINE OF CROSS ROAD.  LEVEL WITH ROADS.
 PS0369
 PS0369                          STATION RECOVERY (1946)
 PS0369
 PS0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PS0369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0370 ***********************************************************************
 PS0370  DESIGNATION -  K 48 RESET
 PS0370  PID         -  PS0370
 PS0370  STATE/COUNTY-  SD/HYDE
 PS0370  COUNTRY     -  US
 PS0370  USGS QUAD   -  MACS CORNER (2017)
 PS0370
 PS0370                         *CURRENT SURVEY CONTROL
 PS0370  ______________________________________________________________________
 PS0370* NAD 83(1986) POSITION- 44 15 59.     (N) 099 26 31.     (W)   SCALED
 PS0370* NAVD 88 ORTHO HEIGHT -   574.87  (meters)     1886.1   (feet) RESET
 PS0370  ______________________________________________________________________
 PS0370  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 PS0370  VERT ORDER      -  THIRD
 PS0370
 PS0370.The horizontal coordinates were scaled from a map and have
 PS0370.an estimated accuracy of +/- 6 seconds.
 PS0370
 PS0370.The orthometric height was computed from unverified reset data.
 PS0370
 PS0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0370.GEOID18 height accuracy estimate available here.
 PS0370
 PS0370.Click photographs - Photos may exist for this station.
 PS0370
 PS0370;                    North         East    Units  Estimated Accuracy
 PS0370;SPC SD N     -    48,280.      644,560.      MT  (+/- 180 meters Scaled)
 PS0370
 PS0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ647015(NAD 83)
 PS0370
 PS0370                          SUPERSEDED SURVEY CONTROL
 PS0370
 PS0370.No superseded survey control is available for this station.
 PS0370
 PS0370_MARKER: DB = BENCH MARK DISK
 PS0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0370_STAMPING: K 48 RESET 1959
 PS0370_MARK LOGO: CGS
 PS0370_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0370+STABILITY: SURFACE MOTION
 PS0370
 PS0370  HISTORY     - Date     Condition        Report By
 PS0370  HISTORY     - 1959     MONUMENTED       SDHD
 PS0370
 PS0370                          STATION DESCRIPTION
 PS0370
 PS0370'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1959
 PS0370'17.5 MI S FROM HIGHMORE.
 PS0370'THE MARK IS LOCATED ABOUT 17.5 MILES SOUTH ALONG STATE HIGHWAY 47
 PS0370'FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT HIGHMORE,
 PS0370'ABOUT 30 FEET NORTH OF A ROAD INTERSECTION, 64 FEET WEST AND
 PS0370'33 FEET SOUTH OF A 24 INCH REENFORCED CONCRETE PIPE, 1 FOOT
 PS0370'SOUTH AND 1 FOOT WEST OF A CORNER POST, 101 FEET WEST OF THE
 PS0370'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A 6 INCH X 6
 PS0370'INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0441 ***********************************************************************
 OR0441  DESIGNATION -  K 49
 OR0441  PID         -  OR0441
 OR0441  STATE/COUNTY-  SD/BRULE
 OR0441  COUNTRY     -  US
 OR0441  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0441
 OR0441                         *CURRENT SURVEY CONTROL
 OR0441  ______________________________________________________________________
 OR0441* NAD 83(1986) POSITION- 43 50 38.     (N) 099 17 58.     (W)   SCALED
 OR0441* NAVD 88 ORTHO HEIGHT -   517.119 (meters)     1696.58  (feet) ADJUSTED
 OR0441  ______________________________________________________________________
 OR0441  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 OR0441  DYNAMIC HEIGHT  -        516.989 (meters)     1696.15  (feet) COMP
 OR0441  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 OR0441
 OR0441  VERT ORDER      -  FIRST     CLASS II
 OR0441
 OR0441.The horizontal coordinates were scaled from a map and have
 OR0441.an estimated accuracy of +/- 6 seconds.
 OR0441
 OR0441.The orthometric height was determined by differential leveling and
 OR0441.adjusted by the NATIONAL GEODETIC SURVEY
 OR0441.in June 1991.
 OR0441
 OR0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0441.GEOID18 height accuracy estimate available here.
 OR0441
 OR0441.Click photographs - Photos may exist for this station.
 OR0441
 OR0441.The dynamic height is computed by dividing the NAVD 88
 OR0441.geopotential number by the normal gravity value computed on the
 OR0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0441.degrees latitude (g = 980.6199 gals.).
 OR0441
 OR0441.The modeled gravity was interpolated from observed gravity values.
 OR0441
 OR0441;                    North         East    Units  Estimated Accuracy
 OR0441;SPC SD S     -   168,330.      683,130.      MT  (+/- 180 meters Scaled)
 OR0441
 OR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP759545(NAD 83)
 OR0441
 OR0441                          SUPERSEDED SURVEY CONTROL
 OR0441
 OR0441  NGVD 29 (??/??/92)  516.79   (m)         1695.5    (f) COMPUTED    1 2
 OR0441
 OR0441.Superseded values are not recommended for survey control.
 OR0441
 OR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0441.See file dsdata.pdf to determine how the superseded data were derived.
 OR0441
 OR0441_MARKER: DB = BENCH MARK DISK
 OR0441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0441_SP_SET: CULVERT HEADWALL
 OR0441_STAMPING: K 49 1934
 OR0441_MARK LOGO: CGS
 OR0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0441+STABILITY: SURFACE MOTION
 OR0441
 OR0441  HISTORY     - Date     Condition        Report By
 OR0441  HISTORY     - 1934     MONUMENTED       CGS
 OR0441
 OR0441                          STATION DESCRIPTION
 OR0441
 OR0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0441'3 MI N FROM CHAMBERLAIN.
 OR0441'3.0 MILES NORTH OF CITY HALL AT ALONG THE HIGHMORE-CHAMBERLAIN
 OR0441'HIWAY AT FILL.  SET IN CENTER OF THE WEST HEADWALL OF CONCRETE
 OR0441'CULVERT, ABOUT ONE FOOT BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0442 ***********************************************************************
 OR0442  DESIGNATION -  K 49 RESET
 OR0442  PID         -  OR0442
 OR0442  STATE/COUNTY-  SD/BRULE
 OR0442  COUNTRY     -  US
 OR0442  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0442
 OR0442                         *CURRENT SURVEY CONTROL
 OR0442  ______________________________________________________________________
 OR0442* NAD 83(1986) POSITION- 43 50 38.     (N) 099 17 57.     (W)   SCALED
 OR0442* NAVD 88 ORTHO HEIGHT -   518.23  (+/-2cm)     1700.2   (feet) VERTCON3
 OR0442  ______________________________________________________________________
 OR0442  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 OR0442  VERT ORDER      -  THIRD (See Below)
 OR0442
 OR0442.The horizontal coordinates were scaled from a map and have
 OR0442.an estimated accuracy of +/- 6 seconds.
 OR0442
 OR0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0442
 OR0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0442.GEOID18 height accuracy estimate available here.
 OR0442
 OR0442.The vertical order pertains to the NGVD 29 superseded value.
 OR0442
 OR0442.Click photographs - Photos may exist for this station.
 OR0442
 OR0442;                    North         East    Units  Estimated Accuracy
 OR0442;SPC SD S     -   168,330.      683,150.      MT  (+/- 180 meters Scaled)
 OR0442
 OR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP759545(NAD 83)
 OR0442
 OR0442                          SUPERSEDED SURVEY CONTROL
 OR0442
 OR0442  NGVD 29 (??/??/??)  517.90   (m)         1699.1    (f) RESET       3  
 OR0442
 OR0442.Superseded values are not recommended for survey control.
 OR0442
 OR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0442.See file dsdata.pdf to determine how the superseded data were derived.
 OR0442
 OR0442_MARKER: DB = BENCH MARK DISK
 OR0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0442_STAMPING: K 49 RESET 1958
 OR0442_MARK LOGO: CGS
 OR0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0442+STABILITY: SURFACE MOTION
 OR0442
 OR0442  HISTORY     - Date     Condition        Report By
 OR0442  HISTORY     - 1958     MONUMENTED       CGS
 OR0442
 OR0442                          STATION DESCRIPTION
 OR0442
 OR0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0442'3.4 MI N FROM CHAMBERLAIN.
 OR0442'3.45 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH
 OR0442'U.S. HIGHWAY 16 AT CHAMBERLAIN, BRULE COUNTY, WEST ACROSS THE
 OR0442'HIGHWAY FROM A FARMHOUSE, JUST SOUTH OF A DEEP RAVINE, 100 FEET
 OR0442'WEST OF THE CENTERLINE OF THE HIGHWAY, 37 FEET SOUTH OF POLE
 OR0442'8 AND IN LINE WITH TELEPHONE POLES.  A STANDARD DISK, STAMPED
 OR0442'K 49 RESET 1958 AND SET IN THE TOP OF A ROUND CONCRETE POST
 OR0442'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0263 ***********************************************************************
 OQ0263  DESIGNATION -  K 5
 OQ0263  PID         -  OQ0263
 OQ0263  STATE/COUNTY-  SD/MINNEHAHA
 OQ0263  COUNTRY     -  US
 OQ0263  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ0263
 OQ0263                         *CURRENT SURVEY CONTROL
 OQ0263  ______________________________________________________________________
 OQ0263* NAD 83(1986) POSITION- 43 36 52.     (N) 096 54 36.     (W)   SCALED
 OQ0263* NAVD 88 ORTHO HEIGHT -   461.774 (meters)     1515.00  (feet) ADJUSTED
 OQ0263  ______________________________________________________________________
 OQ0263  GEOID HEIGHT    -        -26.222 (meters)                     GEOID18
 OQ0263  DYNAMIC HEIGHT  -        461.650 (meters)     1514.60  (feet) COMP
 OQ0263  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 OQ0263
 OQ0263  VERT ORDER      -  FIRST     CLASS II
 OQ0263
 OQ0263.The horizontal coordinates were scaled from a map and have
 OQ0263.an estimated accuracy of +/- 6 seconds.
 OQ0263
 OQ0263.The orthometric height was determined by differential leveling and
 OQ0263.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0263.in June 1991.
 OQ0263
 OQ0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0263.GEOID18 height accuracy estimate available here.
 OQ0263
 OQ0263.Click photographs - Photos may exist for this station.
 OQ0263
 OQ0263.The dynamic height is computed by dividing the NAVD 88
 OQ0263.geopotential number by the normal gravity value computed on the
 OQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0263.degrees latitude (g = 980.6199 gals.).
 OQ0263
 OQ0263.The modeled gravity was interpolated from observed gravity values.
 OQ0263
 OQ0263;                    North         East    Units  Estimated Accuracy
 OQ0263;SPC SD S     -   148,010.      876,240.      MT  (+/- 180 meters Scaled)
 OQ0263
 OQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP686311(NAD 83)
 OQ0263
 OQ0263                          SUPERSEDED SURVEY CONTROL
 OQ0263
 OQ0263  NGVD 29 (??/??/92)  461.481  (m)         1514.04   (f) ADJ UNCH    1 2
 OQ0263
 OQ0263.Superseded values are not recommended for survey control.
 OQ0263
 OQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0263.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0263
 OQ0263_MARKER: DB = BENCH MARK DISK
 OQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0263_STAMPING: K 5 1925 1514.042
 OQ0263_MARK LOGO: CGS
 OQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0263+STABILITY: SURFACE MOTION
 OQ0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0263+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 OQ0263
 OQ0263  HISTORY     - Date     Condition        Report By
 OQ0263  HISTORY     - 1925     MONUMENTED       CGS
 OQ0263  HISTORY     - 1935     GOOD             CGS
 OQ0263  HISTORY     - 19910602 GOOD             NGS
 OQ0263  HISTORY     - 20110223 GOOD             INDIV
 OQ0263
 OQ0263                          STATION DESCRIPTION
 OQ0263
 OQ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OQ0263'2 MI SE FROM HARTFORD.
 OQ0263'2 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0263'OMAHA RAILWAY FROM HARTFORD, MINNEHAHA COUNTY, 5-1/2 RAILS
 OQ0263'SOUTHEAST OF CULVERT P 149, AT A SECTION-LINE ROAD CROSSING,
 OQ0263'72 FEET NORTH OF THE END OF THE NORTHEAST CONCRETE WINGWALL OF
 OQ0263'A SMALL BRIDGE ON THE SECTION-LINE ROAD, 60 FEET SOUTHEAST OF
 OQ0263'THE CENTER OF THE CROSSING, 43 FEET SOUTH OF THE CENTERLINE
 OQ0263'OF THE TRACK, 18 FEET NORTHWEST OF A POLE AT A FENCE CORNER,
 OQ0263'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK SET IN THE TOP
 OQ0263'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 OQ0263'NOTE-- THE C. ST. P. MINN. AND O. RWY. IS NOW THE SOO LINE R.R.
 OQ0263
 OQ0263                          STATION RECOVERY (1991)
 OQ0263
 OQ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0263'10.1 KM (6.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0263'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ0263'FALLS, THENCE 1.4 KM (0.9 MI) NORTHWESTERLY ALONG STATE HIGHWAY 38
 OQ0263'(EXIT 390), 48.0 M (157.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 22.2 M
 OQ0263'(72.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE, 9.2 M
 OQ0263'(30.2 FT) EAST OF THE CENTER OF A GRAVELED SECTION LINE ROAD, 5.8 M
 OQ0263'(19.0 FT) NORTHWEST OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL
 OQ0263'OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OQ0263'IS FLUSH WITH THE GROUND SURFACE.
 OQ0263
 OQ0263                          STATION RECOVERY (2011)
 OQ0263
 OQ0263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1718 ***********************************************************************
 PU1718  DESIGNATION -  K 5 B 1
 PU1718  PID         -  PU1718
 PU1718  STATE/COUNTY-  SD/LAWRENCE
 PU1718  COUNTRY     -  US
 PU1718  USGS QUAD   -  SAINT ONGE (2017)
 PU1718
 PU1718                         *CURRENT SURVEY CONTROL
 PU1718  ______________________________________________________________________
 PU1718* NAD 83(1986) POSITION- 44 31 55.     (N) 103 41 46.     (W)   SCALED
 PU1718* NAVD 88 ORTHO HEIGHT -  1056.746 (meters)     3467.01  (feet) ADJUSTED
 PU1718  ______________________________________________________________________
 PU1718  GEOID HEIGHT    -        -15.149 (meters)                     GEOID18
 PU1718  DYNAMIC HEIGHT  -       1056.417 (meters)     3465.93  (feet) COMP
 PU1718  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 PU1718
 PU1718  VERT ORDER      -  FIRST     CLASS II
 PU1718
 PU1718.The horizontal coordinates were scaled from a map and have
 PU1718.an estimated accuracy of +/- 6 seconds.
 PU1718
 PU1718.The orthometric height was determined by differential leveling and
 PU1718.adjusted by the NATIONAL GEODETIC SURVEY
 PU1718.in June 1991.
 PU1718
 PU1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1718.GEOID18 height accuracy estimate available here.
 PU1718
 PU1718.Click photographs - Photos may exist for this station.
 PU1718
 PU1718.The dynamic height is computed by dividing the NAVD 88
 PU1718.geopotential number by the normal gravity value computed on the
 PU1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1718.degrees latitude (g = 980.6199 gals.).
 PU1718
 PU1718.The modeled gravity was interpolated from observed gravity values.
 PU1718
 PU1718;                    North         East    Units  Estimated Accuracy
 PU1718;SPC SD N     -    84,340.      306,320.      MT  (+/- 180 meters Scaled)
 PU1718
 PU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK035317(NAD 83)
 PU1718
 PU1718                          SUPERSEDED SURVEY CONTROL
 PU1718
 PU1718  NGVD 29 (??/??/92) 1056.23   (m)         3465.3    (f) COMPUTED    1 2
 PU1718
 PU1718.Superseded values are not recommended for survey control.
 PU1718
 PU1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1718.See file dsdata.pdf to determine how the superseded data were derived.
 PU1718
 PU1718_MARKER: Z = SEE DESCRIPTION
 PU1718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1718_SP_SET: PIER
 PU1718_STAMPING: K 5 B 1
 PU1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1718
 PU1718  HISTORY     - Date     Condition        Report By
 PU1718  HISTORY     - UNK      MONUMENTED       USAF
 PU1718  HISTORY     - 1962     GOOD             CGS
 PU1718
 PU1718                          STATION DESCRIPTION
 PU1718
 PU1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1718'1.8 MI SE FROM SAINT ONGE.
 PU1718'1.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1718'FROM THE POST OFFICE AT SAINT ONGE, THENCE 0.5 MILE EAST ALONG
 PU1718'A GRAVELED ROAD, 0.1 MILE WEST OF THE JUNCTION OF A GRAVELED
 PU1718'ROAD SOUTH, 91 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 69
 PU1718'FEET SOUTHWEST OF A POWER POLE, 57.5 FEET SOUTH OF A FENCE,
 PU1718'CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU1718'PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0292 ***********************************************************************
 PS0292  DESIGNATION -  K 50
 PS0292  PID         -  PS0292
 PS0292  STATE/COUNTY-  SD/HAND
 PS0292  COUNTRY     -  US
 PS0292  USGS QUAD   -  REE HEIGHTS (2017)
 PS0292
 PS0292                         *CURRENT SURVEY CONTROL
 PS0292  ______________________________________________________________________
 PS0292* NAD 83(1986) POSITION- 44 31 07.57   (N) 099 14 46.98   (W)   HD_HELD1
 PS0292* NAVD 88 ORTHO HEIGHT -   534.780 (meters)     1754.52  (feet) ADJUSTED
 PS0292  ______________________________________________________________________
 PS0292  GEOID HEIGHT    -        -24.069 (meters)                     GEOID18
 PS0292  DYNAMIC HEIGHT  -        534.677 (meters)     1754.19  (feet) COMP
 PS0292  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 PS0292
 PS0292  VERT ORDER      -  SECOND    CLASS 0
 PS0292
 PS0292.The horizontal coordinates were determined by differentially corrected
 PS0292.hand held GPS observations or other comparable positioning techniques
 PS0292.and have an estimated accuracy of +/- 3 meters.
 PS0292
 PS0292.The orthometric height was determined by differential leveling and
 PS0292.adjusted by the NATIONAL GEODETIC SURVEY
 PS0292.in June 1991.
 PS0292
 PS0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0292.GEOID18 height accuracy estimate available here.
 PS0292
 PS0292.Click photographs - Photos may exist for this station.
 PS0292
 PS0292.The dynamic height is computed by dividing the NAVD 88
 PS0292.geopotential number by the normal gravity value computed on the
 PS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0292.degrees latitude (g = 980.6199 gals.).
 PS0292
 PS0292.The modeled gravity was interpolated from observed gravity values.
 PS0292
 PS0292;                    North         East    Units  Estimated Accuracy
 PS0292;SPC SD N     -    76,446.2     659,913.6     MT  (+/- 3 meters HH1 GPS) 
 PS0292
 PS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8041929523(NAD 83)
 PS0292
 PS0292                          SUPERSEDED SURVEY CONTROL
 PS0292
 PS0292  NGVD 29 (??/??/92)  534.433  (m)         1753.39   (f) ADJ UNCH    2 0
 PS0292
 PS0292.Superseded values are not recommended for survey control.
 PS0292
 PS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0292.See file dsdata.pdf to determine how the superseded data were derived.
 PS0292
 PS0292_MARKER: DB = BENCH MARK DISK
 PS0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0292_STAMPING: K 50 1934
 PS0292_MARK LOGO: CGS
 PS0292_PROJECTION: FLUSH
 PS0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0292+STABILITY: SURFACE MOTION
 PS0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0292+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0292
 PS0292  HISTORY     - Date     Condition        Report By
 PS0292  HISTORY     - 1934     MONUMENTED       CGS
 PS0292  HISTORY     - 19941103 GOOD             NGS
 PS0292
 PS0292                          STATION DESCRIPTION
 PS0292
 PS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0292'2.2 MI W FROM REE HEIGHTS.
 PS0292'ABOUT 2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0292'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, ABOUT 9 POLES EAST
 PS0292'OF MILEPOST 416, AT A ROAD CROSSING, ABOUT 30 FEET WEST OF THE
 PS0292'CENTER LINE OF THE ROAD, ABOUT 90 FEET SOUTH OF THE CENTER LINE
 PS0292'OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 PS0292'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 50 1934
 PS0292'AND SET IN THE TOP OF A CONCRETE POST.
 PS0292
 PS0292                          STATION RECOVERY (1994)
 PS0292
 PS0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0292'15.4 KM (9.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0292'STATE HIGHWAY 47 IN HIGHMORE, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG
 PS0292'A DIRT ROAD, 26.5 M (86.9 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA,
 PS0292'MINNESOTA AND EASTERN RAILROAD, 10.2 M (33.5 FT) WEST OF THE ROAD
 PS0292'CENTER, 2.5 M (8.2 FT) NORTH OF A FENCE CORNER, AND THE MONUMENT IS
 PS0292'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0174 ***********************************************************************
 PS0174  DESIGNATION -  K 51
 PS0174  PID         -  PS0174
 PS0174  STATE/COUNTY-  SD/BEADLE
 PS0174  COUNTRY     -  US
 PS0174  USGS QUAD   -  WESSINGTON (2017)
 PS0174
 PS0174                         *CURRENT SURVEY CONTROL
 PS0174  ______________________________________________________________________
 PS0174* NAD 83(1986) POSITION- 44 26 47.     (N) 098 39 36.     (W)   SCALED
 PS0174* NAVD 88 ORTHO HEIGHT -   432.597 (meters)     1419.28  (feet) ADJUSTED
 PS0174  ______________________________________________________________________
 PS0174  GEOID HEIGHT    -        -24.944 (meters)                     GEOID18
 PS0174  DYNAMIC HEIGHT  -        432.515 (meters)     1419.01  (feet) COMP
 PS0174  MODELED GRAVITY -    980,414.9   (mgal)                       NAVD 88
 PS0174
 PS0174  VERT ORDER      -  SECOND    CLASS 0
 PS0174
 PS0174.The horizontal coordinates were scaled from a map and have
 PS0174.an estimated accuracy of +/- 6 seconds.
 PS0174
 PS0174.The orthometric height was determined by differential leveling and
 PS0174.adjusted by the NATIONAL GEODETIC SURVEY
 PS0174.in June 1991.
 PS0174
 PS0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0174.GEOID18 height accuracy estimate available here.
 PS0174
 PS0174.Click photographs - Photos may exist for this station.
 PS0174
 PS0174.The dynamic height is computed by dividing the NAVD 88
 PS0174.geopotential number by the normal gravity value computed on the
 PS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0174.degrees latitude (g = 980.6199 gals.).
 PS0174
 PS0174.The modeled gravity was interpolated from observed gravity values.
 PS0174
 PS0174;                    North         East    Units  Estimated Accuracy
 PS0174;SPC SD N     -    69,010.      706,660.      MT  (+/- 180 meters Scaled)
 PS0174
 PS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ270215(NAD 83)
 PS0174
 PS0174                          SUPERSEDED SURVEY CONTROL
 PS0174
 PS0174  NGVD 29 (??/??/92)  432.284  (m)         1418.25   (f) ADJ UNCH    2 0
 PS0174
 PS0174.Superseded values are not recommended for survey control.
 PS0174
 PS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0174.See file dsdata.pdf to determine how the superseded data were derived.
 PS0174
 PS0174_MARKER: DB = BENCH MARK DISK
 PS0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0174_STAMPING: K 51 1934
 PS0174_MARK LOGO: CGS
 PS0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0174+STABILITY: SURFACE MOTION
 PS0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0174+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0174
 PS0174  HISTORY     - Date     Condition        Report By
 PS0174  HISTORY     - 1934     MONUMENTED       CGS
 PS0174  HISTORY     - 1940     GOOD             CGS
 PS0174  HISTORY     - 19941101 GOOD             NGS
 PS0174
 PS0174                          STATION DESCRIPTION
 PS0174
 PS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0174'2 MI E FROM WESSINGTON.
 PS0174'2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0174'THE STATION AT WESSINGTON, BEADLE COUNTY, ABOUT 20 POLES WEST OF
 PS0174'MILEPOST 385, AT A SECTION-LINE ROAD CROSSING, 97.0 FEET NORTH
 PS0174'OF THE NORTH RAIL, 64.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PS0174'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 0.8 FOOT EAST OF A WHITE
 PS0174'REFERENCE POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 PS0174'STAMPED K 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0174'ABOUT 2 INCHES ABOVE GROUND.
 PS0174
 PS0174                          STATION RECOVERY (1940)
 PS0174
 PS0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0174'RECOVERED IN GOOD CONDITION.
 PS0174
 PS0174                          STATION RECOVERY (1994)
 PS0174
 PS0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0174'27.9 KM (17.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0174'IN MILLER, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0174'29.3 M (96.1 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0174'EASTERN RAILROAD, 19.3 M (63.3 FT) EAST OF AND LEVEL WITH THE ROAD
 PS0174'CENTER, 10.2 M (33.5 FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 PS0174'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 PS0174'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0558 ***********************************************************************
 PR0558  DESIGNATION -  K 52
 PR0558  PID         -  PR0558
 PR0558  STATE/COUNTY-  SD/BEADLE
 PR0558  COUNTRY     -  US
 PR0558  USGS QUAD   -  IROQUOIS (2017)
 PR0558
 PR0558                         *CURRENT SURVEY CONTROL
 PR0558  ______________________________________________________________________
 PR0558* NAD 83(1986) POSITION- 44 22 07.     (N) 097 52 24.     (W)   SCALED
 PR0558* NAVD 88 ORTHO HEIGHT -   425.456 (meters)     1395.85  (feet) ADJUSTED
 PR0558  ______________________________________________________________________
 PR0558  GEOID HEIGHT    -        -25.074 (meters)                     GEOID18
 PR0558  DYNAMIC HEIGHT  -        425.382 (meters)     1395.61  (feet) COMP
 PR0558  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 PR0558
 PR0558  VERT ORDER      -  SECOND    CLASS 0
 PR0558
 PR0558.The horizontal coordinates were scaled from a map and have
 PR0558.an estimated accuracy of +/- 6 seconds.
 PR0558
 PR0558.The orthometric height was determined by differential leveling and
 PR0558.adjusted by the NATIONAL GEODETIC SURVEY
 PR0558.in June 1991.
 PR0558
 PR0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0558.GEOID18 height accuracy estimate available here.
 PR0558
 PR0558.Click photographs - Photos may exist for this station.
 PR0558
 PR0558.The dynamic height is computed by dividing the NAVD 88
 PR0558.geopotential number by the normal gravity value computed on the
 PR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0558.degrees latitude (g = 980.6199 gals.).
 PR0558
 PR0558.The modeled gravity was interpolated from observed gravity values.
 PR0558
 PR0558;                    North         East    Units  Estimated Accuracy
 PR0558;SPC SD N     -    61,710.      769,490.      MT  (+/- 180 meters Scaled)
 PR0558
 PR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ897134(NAD 83)
 PR0558
 PR0558                          SUPERSEDED SURVEY CONTROL
 PR0558
 PR0558  NGVD 29 (??/??/92)  425.190  (m)         1394.98   (f) ADJ UNCH    2 0
 PR0558
 PR0558.Superseded values are not recommended for survey control.
 PR0558
 PR0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0558.See file dsdata.pdf to determine how the superseded data were derived.
 PR0558
 PR0558_MARKER: DB = BENCH MARK DISK
 PR0558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0558_SP_SET: CULVERT HEADWALL
 PR0558_STAMPING: K 52 1934
 PR0558_MARK LOGO: CGS
 PR0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0558+STABILITY: SURFACE MOTION
 PR0558
 PR0558  HISTORY     - Date     Condition        Report By
 PR0558  HISTORY     - 1934     MONUMENTED       CGS
 PR0558  HISTORY     - 19941004 MARK NOT FOUND   NGS
 PR0558
 PR0558                          STATION DESCRIPTION
 PR0558
 PR0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0558'1.2 MI W FROM IROQUOIS.
 PR0558'IN BEADLE COUNTY, ABOUT 1.2 MILES WEST ALONG THE CHICAGO AND
 PR0558'NORTH WESTERN RAILWAY FROM IROQUOIS, KINGSBURY COUNTY, ABOUT
 PR0558'3 POLES EAST OF MILEPOST 346, AT A ROAD CROSSING, ABOUT 108 FEET
 PR0558'NORTH OF THE CENTER LINE OF THE TRACK, AT A ROAD CULVERT, IN
 PR0558'THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL, AND ABOUT
 PR0558'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 52 1934.
 PR0558
 PR0558                          STATION RECOVERY (1994)
 PR0558
 PR0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0558'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0558'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0519 ***********************************************************************
 OQ0519  DESIGNATION -  K 53
 OQ0519  PID         -  OQ0519
 OQ0519  STATE/COUNTY-  SD/MINER
 OQ0519  COUNTRY     -  US
 OQ0519  USGS QUAD   -  CANOVA WEST (2017)
 OQ0519
 OQ0519                         *CURRENT SURVEY CONTROL
 OQ0519  ______________________________________________________________________
 OQ0519* NAD 83(1986) POSITION- 43 55 05.     (N) 097 31 48.     (W)   SCALED
 OQ0519* NAVD 88 ORTHO HEIGHT -   459.689 (meters)     1508.16  (feet) ADJUSTED
 OQ0519  ______________________________________________________________________
 OQ0519  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 OQ0519  DYNAMIC HEIGHT  -        459.584 (meters)     1507.82  (feet) COMP
 OQ0519  MODELED GRAVITY -    980,375.0   (mgal)                       NAVD 88
 OQ0519
 OQ0519  VERT ORDER      -  SECOND    CLASS 0
 OQ0519
 OQ0519.The horizontal coordinates were scaled from a map and have
 OQ0519.an estimated accuracy of +/- 6 seconds.
 OQ0519
 OQ0519.The orthometric height was determined by differential leveling and
 OQ0519.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0519.in June 1991.
 OQ0519
 OQ0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0519.GEOID18 height accuracy estimate available here.
 OQ0519
 OQ0519.Click photographs - Photos may exist for this station.
 OQ0519
 OQ0519.The dynamic height is computed by dividing the NAVD 88
 OQ0519.geopotential number by the normal gravity value computed on the
 OQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0519.degrees latitude (g = 980.6199 gals.).
 OQ0519
 OQ0519.The modeled gravity was interpolated from observed gravity values.
 OQ0519
 OQ0519;                    North         East    Units  Estimated Accuracy
 OQ0519;SPC SD S     -   179,850.      825,090.      MT  (+/- 180 meters Scaled)
 OQ0519
 OQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP180638(NAD 83)
 OQ0519
 OQ0519                          SUPERSEDED SURVEY CONTROL
 OQ0519
 OQ0519  NGVD 29 (??/??/92)  459.397  (m)         1507.21   (f) ADJ UNCH    2 0
 OQ0519
 OQ0519.Superseded values are not recommended for survey control.
 OQ0519
 OQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0519.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0519
 OQ0519_MARKER: DB = BENCH MARK DISK
 OQ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0519_STAMPING: K 53 1934
 OQ0519_MARK LOGO: CGS
 OQ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0519+STABILITY: SURFACE MOTION
 OQ0519
 OQ0519  HISTORY     - Date     Condition        Report By
 OQ0519  HISTORY     - 1934     MONUMENTED       CGS
 OQ0519
 OQ0519                          STATION DESCRIPTION
 OQ0519
 OQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0519'2.8 MI NW FROM CANOVA.
 OQ0519'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0519'FROM THE STATION AT CANOVA, MINER COUNTY, ABOUT 5 POLES SOUTHEAST
 OQ0519'OF MILEPOST 91, AT A ROAD CROSSING, ABOUT 120 FEET SOUTHEAST
 OQ0519'OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHWEST OF THE CENTER
 OQ0519'LINE OF THE TRACK, AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK
 OQ0519'LEVEL.  A STANDARD DISK, STAMPED K 53 1934 AND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0159 ***********************************************************************
 PR0159  DESIGNATION -  K 54
 PR0159  PID         -  PR0159
 PR0159  STATE/COUNTY-  SD/MOODY
 PR0159  COUNTRY     -  US
 PR0159  USGS QUAD   -  FLANDREAU (2017)
 PR0159
 PR0159                         *CURRENT SURVEY CONTROL
 PR0159  ______________________________________________________________________
 PR0159* NAD 83(1986) POSITION- 44 03 23.     (N) 096 35 35.     (W)   SCALED
 PR0159* NAVD 88 ORTHO HEIGHT -   466.541 (meters)     1530.64  (feet) ADJUSTED
 PR0159  ______________________________________________________________________
 PR0159  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 PR0159  DYNAMIC HEIGHT  -        466.434 (meters)     1530.29  (feet) COMP
 PR0159  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 PR0159
 PR0159  VERT ORDER      -  SECOND    CLASS 0
 PR0159
 PR0159.The horizontal coordinates were scaled from a map and have
 PR0159.an estimated accuracy of +/- 6 seconds.
 PR0159
 PR0159.The orthometric height was determined by differential leveling and
 PR0159.adjusted by the NATIONAL GEODETIC SURVEY
 PR0159.in June 1991.
 PR0159
 PR0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0159.GEOID18 height accuracy estimate available here.
 PR0159
 PR0159.Click photographs - Photos may exist for this station.
 PR0159
 PR0159.The dynamic height is computed by dividing the NAVD 88
 PR0159.geopotential number by the normal gravity value computed on the
 PR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0159.degrees latitude (g = 980.6199 gals.).
 PR0159
 PR0159.The modeled gravity was interpolated from observed gravity values.
 PR0159
 PR0159;                    North         East    Units  Estimated Accuracy
 PR0159;SPC SD S     -   198,170.      899,590.      MT  (+/- 180 meters Scaled)
 PR0159
 PR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP927809(NAD 83)
 PR0159
 PR0159                          SUPERSEDED SURVEY CONTROL
 PR0159
 PR0159  NGVD 29 (??/??/92)  466.283  (m)         1529.80   (f) ADJ UNCH    2 0
 PR0159
 PR0159.Superseded values are not recommended for survey control.
 PR0159
 PR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0159.See file dsdata.pdf to determine how the superseded data were derived.
 PR0159
 PR0159_MARKER: DB = BENCH MARK DISK
 PR0159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0159_SP_SET: CULVERT WINGWALL
 PR0159_STAMPING: K 54 1934
 PR0159_MARK LOGO: CGS
 PR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0159+STABILITY: SURFACE MOTION
 PR0159
 PR0159  HISTORY     - Date     Condition        Report By
 PR0159  HISTORY     - 1934     MONUMENTED       CGS
 PR0159  HISTORY     - 1962     GOOD             CGS
 PR0159
 PR0159                          STATION DESCRIPTION
 PR0159
 PR0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0159'1.4 MI N FROM FLANDREAU.
 PR0159'1.4 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COUNTY COURTHOUSE
 PR0159'AT FLANDREAU, MOODY COUNTY, ABOUT 0.5 MILE NORTH OF THE INTERSECTION
 PR0159'WITH MAIN STREET, AT A 20-FOOT CONCRETE CULVERT, IN THE TOP OF
 PR0159'THE SOUTHEAST WING WALL, AND ABOUT 6 INCHES LOWER THAN THE
 PR0159'ROAD.  A STANDARD DISK, STAMPED K 54 1934.  NOTE-- STATE HIGHWAY
 PR0159'13 IS BEING REROUTED THROUGH FLANDREAU AND AFTER COMPLETION IT
 PR0159'WILL PASS ABOUT 0.3 MILE TO THE EAST OF THE FORMER LOCATION.
 PR0159'THE MARK CAN BE RECOVERED BY FOLLOWING THE FORMER ROUTE OF STATE
 PR0159'HIGHWAY 13.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0201 ***********************************************************************
 PR0201  DESIGNATION -  K 55
 PR0201  PID         -  PR0201
 PR0201  STATE/COUNTY-  SD/BROOKINGS
 PR0201  COUNTRY     -  US
 PR0201  USGS QUAD   -  WHITE (2017)
 PR0201
 PR0201                         *CURRENT SURVEY CONTROL
 PR0201  ______________________________________________________________________
 PR0201* NAD 83(1986) POSITION- 44 29 01.     (N) 096 38 19.     (W)   SCALED
 PR0201* NAVD 88 ORTHO HEIGHT -   570.580 (meters)     1871.98  (feet) ADJUSTED
 PR0201  ______________________________________________________________________
 PR0201  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 PR0201  DYNAMIC HEIGHT  -        570.483 (meters)     1871.66  (feet) COMP
 PR0201  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 PR0201
 PR0201  VERT ORDER      -  SECOND    CLASS 0
 PR0201
 PR0201.The horizontal coordinates were scaled from a map and have
 PR0201.an estimated accuracy of +/- 6 seconds.
 PR0201
 PR0201.The orthometric height was determined by differential leveling and
 PR0201.adjusted by the NATIONAL GEODETIC SURVEY
 PR0201.in June 1991.
 PR0201
 PR0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0201.GEOID18 height accuracy estimate available here.
 PR0201
 PR0201.Click photographs - Photos may exist for this station.
 PR0201
 PR0201.The dynamic height is computed by dividing the NAVD 88
 PR0201.geopotential number by the normal gravity value computed on the
 PR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0201.degrees latitude (g = 980.6199 gals.).
 PR0201
 PR0201.The modeled gravity was interpolated from observed gravity values.
 PR0201
 PR0201;                    North         East    Units  Estimated Accuracy
 PR0201;SPC SD N     -    77,810.      867,330.      MT  (+/- 180 meters Scaled)
 PR0201
 PR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ877283(NAD 83)
 PR0201
 PR0201                          SUPERSEDED SURVEY CONTROL
 PR0201
 PR0201  NGVD 29 (??/??/92)  570.318  (m)         1871.12   (f) ADJ UNCH    2 0
 PR0201
 PR0201.Superseded values are not recommended for survey control.
 PR0201
 PR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0201.See file dsdata.pdf to determine how the superseded data were derived.
 PR0201
 PR0201_MARKER: DB = BENCH MARK DISK
 PR0201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0201_SP_SET: CULVERT HEADWALL
 PR0201_STAMPING: K 55 1934
 PR0201_MARK LOGO: CGS
 PR0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0201+STABILITY: SURFACE MOTION
 PR0201
 PR0201  HISTORY     - Date     Condition        Report By
 PR0201  HISTORY     - 1934     MONUMENTED       CGS
 PR0201  HISTORY     - 1977     GOOD             NGS
 PR0201
 PR0201                          STATION DESCRIPTION
 PR0201
 PR0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0201'3.7 MI N FROM WHITE.
 PR0201'3.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0201'RAILWAY FROM THE CITY SCHOOL AT WHITE, BROOKINGS COUNTY, ABOUT
 PR0201'6 POLES SOUTH OF MILEPOST 355, AT A 2-FOOT TILE CULVERT, IN THE
 PR0201'SOUTH END OF THE EAST CONCRETE HEAD WALL, AND ABOUT 1.5 FEET
 PR0201'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 55
 PR0201'1934.
 PR0201
 PR0201                          STATION RECOVERY (1977)
 PR0201
 PR0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PR0201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0323 ***********************************************************************
 PR0323  DESIGNATION -  K 56
 PR0323  PID         -  PR0323
 PR0323  STATE/COUNTY-  SD/DEUEL
 PR0323  COUNTRY     -  US
 PR0323  USGS QUAD   -  GOODWIN (2017)
 PR0323
 PR0323                         *CURRENT SURVEY CONTROL
 PR0323  ______________________________________________________________________
 PR0323* NAD 83(1986) POSITION- 44 52 50.     (N) 096 51 02.     (W)   SCALED
 PR0323* NAVD 88 ORTHO HEIGHT -   611.838 (meters)     2007.34  (feet) ADJUSTED
 PR0323  ______________________________________________________________________
 PR0323  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 PR0323  DYNAMIC HEIGHT  -        611.740 (meters)     2007.02  (feet) COMP
 PR0323  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 PR0323
 PR0323  VERT ORDER      -  FIRST     CLASS II
 PR0323
 PR0323.The horizontal coordinates were scaled from a map and have
 PR0323.an estimated accuracy of +/- 6 seconds.
 PR0323
 PR0323.The orthometric height was determined by differential leveling and
 PR0323.adjusted by the NATIONAL GEODETIC SURVEY
 PR0323.in June 1991.
 PR0323
 PR0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0323.GEOID18 height accuracy estimate available here.
 PR0323
 PR0323.Click photographs - Photos may exist for this station.
 PR0323
 PR0323.The dynamic height is computed by dividing the NAVD 88
 PR0323.geopotential number by the normal gravity value computed on the
 PR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0323.degrees latitude (g = 980.6199 gals.).
 PR0323
 PR0323.The modeled gravity was interpolated from observed gravity values.
 PR0323
 PR0323;                    North         East    Units  Estimated Accuracy
 PR0323;SPC SD N     -   121,210.      848,760.      MT  (+/- 180 meters Scaled)
 PR0323
 PR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ697719(NAD 83)
 PR0323
 PR0323                          SUPERSEDED SURVEY CONTROL
 PR0323
 PR0323  NGVD 29 (??/??/92)  611.542  (m)         2006.37   (f) ADJ UNCH    1 2
 PR0323
 PR0323.Superseded values are not recommended for survey control.
 PR0323
 PR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0323.See file dsdata.pdf to determine how the superseded data were derived.
 PR0323
 PR0323_MARKER: DB = BENCH MARK DISK
 PR0323_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0323_SP_SET: BUILDING
 PR0323_STAMPING: K 56 1934
 PR0323_MARK LOGO: CGS
 PR0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0323+STABILITY: SURFACE MOTION
 PR0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0323+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PR0323
 PR0323  HISTORY     - Date     Condition        Report By
 PR0323  HISTORY     - 1934     MONUMENTED       CGS
 PR0323  HISTORY     - 19950101 GOOD             SDDENR
 PR0323  HISTORY     - 19950919 GOOD             NGS
 PR0323
 PR0323                          STATION DESCRIPTION
 PR0323
 PR0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0323'AT GOODWIN.
 PR0323'AT GOODWIN, DEUEL COUNTY, AT THE CITY SCHOOL, 3 BLOCKS NORTH OF
 PR0323'THE CHICAGO AND NORTH WESTERN RAILWAY STATION, IN A BRICK WALL,
 PR0323'8 INCHES SOUTH OF THE SOUTH SIDE OF THE EAST ENTRANCE, AND
 PR0323'BETWEEN THE EIGHTH AND NINTH COURSES OF BRICK ABOVE THE GROUND.
 PR0323'A STANDARD DISK, STAMPED K 56 1934 AND SET VERTICALLY.
 PR0323
 PR0323                          STATION RECOVERY (1995)
 PR0323
 PR0323'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PR0323'FOUND IN EXCELLENT CONDITION.
 PR0323
 PR0323                          STATION RECOVERY (1995)
 PR0323
 PR0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0323'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PR0323'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, THENCE 1.0 KM (0.60 MI)
 PR0323'SOUTHERLY ALONG COUNTY ROAD 312, SET VERTICALLY IN THE EAST FACE OF
 PR0323'THE GOODWIN SCHOOL, 31.2 M (102.4 FT) WEST OF THE ROAD CENTER, 1.3 M
 PR0323'(4.3 FT) SOUTH OF THE CENTER OF THE EAST ENTRANCE, AND 1.2 M (3.9 FT)
 PR0323'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0263 ***********************************************************************
 QQ0263  DESIGNATION -  K 57
 QQ0263  PID         -  QQ0263
 QQ0263  STATE/COUNTY-  SD/CLARK
 QQ0263  COUNTRY     -  US
 QQ0263  USGS QUAD   -  HEGGS LAKE (2017)
 QQ0263
 QQ0263                         *CURRENT SURVEY CONTROL
 QQ0263  ______________________________________________________________________
 QQ0263* NAD 83(1986) POSITION- 45 02 17.     (N) 097 36 44.     (W)   SCALED
 QQ0263* NAVD 88 ORTHO HEIGHT -   556.540 (meters)     1825.92  (feet) ADJUSTED
 QQ0263  ______________________________________________________________________
 QQ0263  GEOID HEIGHT    -        -24.790 (meters)                     GEOID18
 QQ0263  DYNAMIC HEIGHT  -        556.462 (meters)     1825.66  (feet) COMP
 QQ0263  MODELED GRAVITY -    980,460.1   (mgal)                       NAVD 88
 QQ0263
 QQ0263  VERT ORDER      -  SECOND    CLASS 0
 QQ0263
 QQ0263.The horizontal coordinates were scaled from a map and have
 QQ0263.an estimated accuracy of +/- 6 seconds.
 QQ0263
 QQ0263.The orthometric height was determined by differential leveling and
 QQ0263.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0263.in June 1991.
 QQ0263
 QQ0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0263.GEOID18 height accuracy estimate available here.
 QQ0263
 QQ0263.Click photographs - Photos may exist for this station.
 QQ0263
 QQ0263.The dynamic height is computed by dividing the NAVD 88
 QQ0263.geopotential number by the normal gravity value computed on the
 QQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0263.degrees latitude (g = 980.6199 gals.).
 QQ0263
 QQ0263.The modeled gravity was interpolated from observed gravity values.
 QQ0263
 QQ0263;                    North         East    Units  Estimated Accuracy
 QQ0263;SPC SD N     -   136,650.      788,110.      MT  (+/- 180 meters Scaled)
 QQ0263
 QQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ093881(NAD 83)
 QQ0263
 QQ0263                          SUPERSEDED SURVEY CONTROL
 QQ0263
 QQ0263  NGVD 29 (??/??/92)  556.229  (m)         1824.89   (f) ADJ UNCH    2 0
 QQ0263
 QQ0263.Superseded values are not recommended for survey control.
 QQ0263
 QQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0263.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0263
 QQ0263_MARKER: DB = BENCH MARK DISK
 QQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0263_STAMPING: K 57 1934
 QQ0263_MARK LOGO: CGS
 QQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0263+STABILITY: SURFACE MOTION
 QQ0263
 QQ0263  HISTORY     - Date     Condition        Report By
 QQ0263  HISTORY     - 1934     MONUMENTED       CGS
 QQ0263  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0263
 QQ0263                          STATION DESCRIPTION
 QQ0263
 QQ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0263'4.4 MI S FROM BRADLEY.
 QQ0263'ABOUT 4.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0263'AND PACIFIC RAILROAD FROM BRADLEY, CLARK COUNTY, ABOUT 4 POLES
 QQ0263'NORTH OF MILEPOST 80, ABOUT 650 FEET NORTH OF A ROAD CROSSING,
 QQ0263'18 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 QQ0263'6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 57
 QQ0263'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0263
 QQ0263                          STATION RECOVERY (1973)
 QQ0263
 QQ0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0618 ***********************************************************************
 PR0618  DESIGNATION -  K 58
 PR0618  PID         -  PR0618
 PR0618  STATE/COUNTY-  SD/CLARK
 PR0618  COUNTRY     -  US
 PR0618  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0618
 PR0618                         *CURRENT SURVEY CONTROL
 PR0618  ______________________________________________________________________
 PR0618* NAD 83(1986) POSITION- 44 53 00.     (N) 097 48 19.     (W)   SCALED
 PR0618* NAVD 88 ORTHO HEIGHT -   546.843 (meters)     1794.10  (feet) ADJUSTED
 PR0618  ______________________________________________________________________
 PR0618  GEOID HEIGHT    -        -24.543 (meters)                     GEOID18
 PR0618  DYNAMIC HEIGHT  -        546.768 (meters)     1793.85  (feet) COMP
 PR0618  MODELED GRAVITY -    980,462.6   (mgal)                       NAVD 88
 PR0618
 PR0618  VERT ORDER      -  SECOND    CLASS 0
 PR0618
 PR0618.The horizontal coordinates were scaled from a map and have
 PR0618.an estimated accuracy of +/- 6 seconds.
 PR0618
 PR0618.The orthometric height was determined by differential leveling and
 PR0618.adjusted by the NATIONAL GEODETIC SURVEY
 PR0618.in June 1991.
 PR0618
 PR0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0618.GEOID18 height accuracy estimate available here.
 PR0618
 PR0618.Click photographs - Photos may exist for this station.
 PR0618
 PR0618.The dynamic height is computed by dividing the NAVD 88
 PR0618.geopotential number by the normal gravity value computed on the
 PR0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0618.degrees latitude (g = 980.6199 gals.).
 PR0618
 PR0618.The modeled gravity was interpolated from observed gravity values.
 PR0618
 PR0618;                    North         East    Units  Estimated Accuracy
 PR0618;SPC SD N     -   119,030.      773,370.      MT  (+/- 180 meters Scaled)
 PR0618
 PR0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ943706(NAD 83)
 PR0618
 PR0618                          SUPERSEDED SURVEY CONTROL
 PR0618
 PR0618  NGVD 29 (??/??/92)  546.531  (m)         1793.08   (f) ADJ UNCH    2 0
 PR0618
 PR0618.Superseded values are not recommended for survey control.
 PR0618
 PR0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0618.See file dsdata.pdf to determine how the superseded data were derived.
 PR0618
 PR0618_MARKER: DB = BENCH MARK DISK
 PR0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0618_STAMPING: K 58 1934
 PR0618_MARK LOGO: CGS
 PR0618_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0618+STABILITY: SURFACE MOTION
 PR0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0618+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1995
 PR0618
 PR0618  HISTORY     - Date     Condition        Report By
 PR0618  HISTORY     - 1934     MONUMENTED       CGS
 PR0618  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0618  HISTORY     - 19950917 GOOD             NGS
 PR0618
 PR0618                          STATION DESCRIPTION
 PR0618
 PR0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0618'3.7 MI W FROM CLARK.
 PR0618'3.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0618'THE CITY WATER TANK AT CLARK, CLARK COUNTY, ABOUT 200 FEET WEST
 PR0618'OF BRIDGE 422, AND 30 FEET NORTH OF THE CENTER LINE OF THE
 PR0618'TRACK.  A STANDARD DISK, STAMPED K 58 1934 AND SET IN THE TOP
 PR0618'OF A CONCRETE POST.
 PR0618
 PR0618                          STATION RECOVERY (1973)
 PR0618
 PR0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0618'MARK NOT FOUND.
 PR0618
 PR0618                          STATION RECOVERY (1995)
 PR0618
 PR0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0618'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 PR0618'IN CLARK, THENCE 6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 PR0618'THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.9 KM
 PR0618'(0.55 MI) EASTERLY ALONG AN ABANDONED RAILROAD GRADE, 93.7 M (307.4
 PR0618'FT) EAST OF A FENCE CORNER, 8.8 M (28.9 FT) NORTH OF THE CENTER OF THE
 PR0618'RAILROAD GRADE, 2.9 M (9.5 FT) SOUTH OF A WITNESS POST AND FENCE, 1.0
 PR0618'M (3.3 FT) BELOW THE LEVEL OF THE GRADE, AND THE MONUMENT PROJECTS 0.1
 PR0618'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0282 ***********************************************************************
 PS0282  DESIGNATION -  K 59
 PS0282  PID         -  PS0282
 PS0282  STATE/COUNTY-  SD/SPINK
 PS0282  COUNTRY     -  US
 PS0282  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0282
 PS0282                         *CURRENT SURVEY CONTROL
 PS0282  ______________________________________________________________________
 PS0282* NAD 83(1986) POSITION- 44 52 59.     (N) 098 30 27.     (W)   SCALED
 PS0282* NAVD 88 ORTHO HEIGHT -   391.003 (meters)     1282.82  (feet) ADJUSTED
 PS0282  ______________________________________________________________________
 PS0282  GEOID HEIGHT    -        -24.294 (meters)                     GEOID18
 PS0282  DYNAMIC HEIGHT  -        390.960 (meters)     1282.67  (feet) COMP
 PS0282  MODELED GRAVITY -    980,495.6   (mgal)                       NAVD 88
 PS0282
 PS0282  VERT ORDER      -  SECOND    CLASS 0
 PS0282
 PS0282.The horizontal coordinates were scaled from a map and have
 PS0282.an estimated accuracy of +/- 6 seconds.
 PS0282
 PS0282.The orthometric height was determined by differential leveling and
 PS0282.adjusted by the NATIONAL GEODETIC SURVEY
 PS0282.in June 1991.
 PS0282
 PS0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0282.GEOID18 height accuracy estimate available here.
 PS0282
 PS0282.Click photographs - Photos may exist for this station.
 PS0282
 PS0282.The dynamic height is computed by dividing the NAVD 88
 PS0282.geopotential number by the normal gravity value computed on the
 PS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0282.degrees latitude (g = 980.6199 gals.).
 PS0282
 PS0282.The modeled gravity was interpolated from observed gravity values.
 PS0282
 PS0282;                    North         East    Units  Estimated Accuracy
 PS0282;SPC SD N     -   117,730.      717,910.      MT  (+/- 180 meters Scaled)
 PS0282
 PS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ388700(NAD 83)
 PS0282
 PS0282                          SUPERSEDED SURVEY CONTROL
 PS0282
 PS0282  NGVD 29 (??/??/92)  390.708  (m)         1281.85   (f) ADJ UNCH    2 0
 PS0282
 PS0282.Superseded values are not recommended for survey control.
 PS0282
 PS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0282.See file dsdata.pdf to determine how the superseded data were derived.
 PS0282
 PS0282_MARKER: DB = BENCH MARK DISK
 PS0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0282_SP_SET: BRIDGE
 PS0282_STAMPING: K 59 1934
 PS0282_MARK LOGO: CGS
 PS0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0282
 PS0282  HISTORY     - Date     Condition        Report By
 PS0282  HISTORY     - 1934     MONUMENTED       CGS
 PS0282  HISTORY     - 19970422 MARK NOT FOUND   NGS
 PS0282
 PS0282                          STATION DESCRIPTION
 PS0282
 PS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0282'0.5 MI N FROM REDFIELD.
 PS0282'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0282'RAILWAY FROM THE STATION AT REDFIELD, SPINK COUNTY, AT BRIDGE
 PS0282'P58, IN THE SOUTH END OF THE NORTHEAST CONCRETE RETAINING WALL,
 PS0282'AND SIX INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PS0282'K 59 1934.
 PS0282
 PS0282                          STATION RECOVERY (1997)
 PS0282
 PS0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 PS0282'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0497 ***********************************************************************
 OQ0497  DESIGNATION -  K 6
 OQ0497  PID         -  OQ0497
 OQ0497  STATE/COUNTY-  SD/HANSON
 OQ0497  COUNTRY     -  US
 OQ0497  USGS QUAD   -  FARMER (2017)
 OQ0497
 OQ0497                         *CURRENT SURVEY CONTROL
 OQ0497  ______________________________________________________________________
 OQ0497* NAD 83(1986) POSITION- 43 43 25.     (N) 097 41 16.     (W)   SCALED
 OQ0497* NAVD 88 ORTHO HEIGHT -   425.095 (meters)     1394.67  (feet) ADJUSTED
 OQ0497  ______________________________________________________________________
 OQ0497  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 OQ0497  DYNAMIC HEIGHT  -        424.994 (meters)     1394.33  (feet) COMP
 OQ0497  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 OQ0497
 OQ0497  VERT ORDER      -  FIRST     CLASS II
 OQ0497
 OQ0497.The horizontal coordinates were scaled from a map and have
 OQ0497.an estimated accuracy of +/- 6 seconds.
 OQ0497
 OQ0497.The orthometric height was determined by differential leveling and
 OQ0497.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0497.in June 1991.
 OQ0497
 OQ0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0497.GEOID18 height accuracy estimate available here.
 OQ0497
 OQ0497.Click photographs - Photos may exist for this station.
 OQ0497
 OQ0497.The dynamic height is computed by dividing the NAVD 88
 OQ0497.geopotential number by the normal gravity value computed on the
 OQ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0497.degrees latitude (g = 980.6199 gals.).
 OQ0497
 OQ0497.The modeled gravity was interpolated from observed gravity values.
 OQ0497
 OQ0497;                    North         East    Units  Estimated Accuracy
 OQ0497;SPC SD S     -   157,840.      813,120.      MT  (+/- 180 meters Scaled)
 OQ0497
 OQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP056420(NAD 83)
 OQ0497
 OQ0497                          SUPERSEDED SURVEY CONTROL
 OQ0497
 OQ0497  NGVD 29 (??/??/92)  424.808  (m)         1393.72   (f) ADJ UNCH    1 2
 OQ0497
 OQ0497.Superseded values are not recommended for survey control.
 OQ0497
 OQ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0497.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0497
 OQ0497_MARKER: DB = BENCH MARK DISK
 OQ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0497_STAMPING: 1393.724 K 6 1925
 OQ0497_MARK LOGO: CGS
 OQ0497_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0497+STABILITY: SURFACE MOTION
 OQ0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0497+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2012
 OQ0497
 OQ0497  HISTORY     - Date     Condition        Report By
 OQ0497  HISTORY     - 1925     MONUMENTED       CGS
 OQ0497  HISTORY     - 1935     GOOD             CGS
 OQ0497  HISTORY     - 20120124 GOOD             INDIV
 OQ0497
 OQ0497                          STATION DESCRIPTION
 OQ0497
 OQ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0497'AT FARMER.
 OQ0497'AT FARMER, HANSON COUNTY, ABOUT 7 RAILS EAST OF THE CHICAGO,
 OQ0497'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, OPPOSITE A
 OQ0497'LARGE GRAIN ELEVATOR, AT A STREET CROSSING, 42.4 FEET WEST OF
 OQ0497'THE CENTER LINE OF THE STREET, 38 FEET SOUTH OF THE CENTER LINE
 OQ0497'OF THE MAIN TRACK, 18.4 FEET NORTHWEST OF A FENCE CORNER, AND IN
 OQ0497'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 1393.724
 OQ0497'K 6 1925 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OQ0497'2 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0497'AND OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0497
 OQ0497                          STATION RECOVERY (1935)
 OQ0497
 OQ0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0497'RECOVERED IN GOOD CONDITION.
 OQ0497
 OQ0497                          STATION RECOVERY (2012)
 OQ0497
 OQ0497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1708 ***********************************************************************
 PU1708  DESIGNATION -  K 6 B 1
 PU1708  PID         -  PU1708
 PU1708  STATE/COUNTY-  SD/LAWRENCE
 PU1708  COUNTRY     -  US
 PU1708  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1708
 PU1708                         *CURRENT SURVEY CONTROL
 PU1708  ______________________________________________________________________
 PU1708* NAD 83(1986) POSITION- 44 26 43.     (N) 103 41 13.     (W)   SCALED
 PU1708* NAVD 88 ORTHO HEIGHT -  1194.296 (meters)     3918.29  (feet) ADJUSTED
 PU1708  ______________________________________________________________________
 PU1708  GEOID HEIGHT    -        -14.660 (meters)                     GEOID18
 PU1708  DYNAMIC HEIGHT  -       1193.891 (meters)     3916.96  (feet) COMP
 PU1708  MODELED GRAVITY -    980,236.5   (mgal)                       NAVD 88
 PU1708
 PU1708  VERT ORDER      -  SECOND    CLASS 0
 PU1708
 PU1708.The horizontal coordinates were scaled from a map and have
 PU1708.an estimated accuracy of +/- 6 seconds.
 PU1708
 PU1708.The orthometric height was determined by differential leveling and
 PU1708.adjusted by the NATIONAL GEODETIC SURVEY
 PU1708.in June 1991.
 PU1708
 PU1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1708.GEOID18 height accuracy estimate available here.
 PU1708
 PU1708.Click photographs - Photos may exist for this station.
 PU1708
 PU1708.The dynamic height is computed by dividing the NAVD 88
 PU1708.geopotential number by the normal gravity value computed on the
 PU1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1708.degrees latitude (g = 980.6199 gals.).
 PU1708
 PU1708.The modeled gravity was interpolated from observed gravity values.
 PU1708
 PU1708;                    North         East    Units  Estimated Accuracy
 PU1708;SPC SD N     -    74,680.      306,610.      MT  (+/- 180 meters Scaled)
 PU1708
 PU1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK044221(NAD 83)
 PU1708
 PU1708                          SUPERSEDED SURVEY CONTROL
 PU1708
 PU1708  NGVD 29 (??/??/92) 1193.76   (m)         3916.5    (f) COMPUTED    2 0
 PU1708
 PU1708.Superseded values are not recommended for survey control.
 PU1708
 PU1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1708.See file dsdata.pdf to determine how the superseded data were derived.
 PU1708
 PU1708_MARKER: Z = SEE DESCRIPTION
 PU1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1708_SP_SET: PIER
 PU1708_STAMPING: K 6 B 1
 PU1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1708
 PU1708  HISTORY     - Date     Condition        Report By
 PU1708  HISTORY     - UNK      MONUMENTED       USAF
 PU1708  HISTORY     - 1962     GOOD             CGS
 PU1708
 PU1708                          STATION DESCRIPTION
 PU1708
 PU1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1708'10.9 MI SE FROM SPEARFISH.
 PU1708'9.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1708'AT SPEARFISH, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD,
 PU1708'THENCE 0.1 MILE EAST ACROSS COUNTRY, IN A CULTIVATED FIELD,
 PU1708'140 YARDS EAST OF THE CENTER LINE OF THE ROAD, CENTER OF TRIBRACH
 PU1708'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS
 PU1708'4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0088 ***********************************************************************
 QR0088  DESIGNATION -  K 60
 QR0088  PID         -  QR0088
 QR0088  STATE/COUNTY-  SD/BROWN
 QR0088  COUNTRY     -  US
 QR0088  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0088
 QR0088                         *CURRENT SURVEY CONTROL
 QR0088  ______________________________________________________________________
 QR0088* NAD 83(1986) POSITION- 45 24 05.     (N) 098 29 41.     (W)   SCALED
 QR0088* NAVD 88 ORTHO HEIGHT -   394.723 (meters)     1295.02  (feet) ADJUSTED
 QR0088  ______________________________________________________________________
 QR0088  GEOID HEIGHT    -        -24.346 (meters)                     GEOID18
 QR0088  DYNAMIC HEIGHT  -        394.696 (meters)     1294.93  (feet) COMP
 QR0088  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 QR0088
 QR0088  VERT ORDER      -  SECOND    CLASS 0
 QR0088
 QR0088.The horizontal coordinates were scaled from a map and have
 QR0088.an estimated accuracy of +/- 6 seconds.
 QR0088
 QR0088.The orthometric height was determined by differential leveling and
 QR0088.adjusted by the NATIONAL GEODETIC SURVEY
 QR0088.in June 1991.
 QR0088
 QR0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0088.GEOID18 height accuracy estimate available here.
 QR0088
 QR0088.Click photographs - Photos may exist for this station.
 QR0088
 QR0088.The dynamic height is computed by dividing the NAVD 88
 QR0088.geopotential number by the normal gravity value computed on the
 QR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0088.degrees latitude (g = 980.6199 gals.).
 QR0088
 QR0088.The modeled gravity was interpolated from observed gravity values.
 QR0088
 QR0088;                    North         East    Units  Estimated Accuracy
 QR0088;SPC SD N     -   175,340.      717,840.      MT  (+/- 180 meters Scaled)
 QR0088
 QR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR395276(NAD 83)
 QR0088
 QR0088                          SUPERSEDED SURVEY CONTROL
 QR0088
 QR0088  NGVD 29 (??/??/92)  394.430  (m)         1294.06   (f) ADJ UNCH    2 0
 QR0088
 QR0088.Superseded values are not recommended for survey control.
 QR0088
 QR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0088.See file dsdata.pdf to determine how the superseded data were derived.
 QR0088
 QR0088_MARKER: DB = BENCH MARK DISK
 QR0088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0088_SP_SET: CULVERT HEADWALL
 QR0088_STAMPING: K 60 1934
 QR0088_MARK LOGO: CGS
 QR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0088+STABILITY: SURFACE MOTION
 QR0088
 QR0088  HISTORY     - Date     Condition        Report By
 QR0088  HISTORY     - 1934     MONUMENTED       CGS
 QR0088
 QR0088                          STATION DESCRIPTION
 QR0088
 QR0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0088'4.7 MI S FROM ABERDEEN.
 QR0088'4.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0088'PACIFIC RAILWAY FROM THE STATION AT ABERDEEN, BROWN COUNTY,
 QR0088'ABOUT 2-1/2 POLES SOUTH OF MILEPOST 124, AT A CROSSING, AT
 QR0088'A 2-FOOT CONCRETE PIPE HIGHWAY CULVERT, IN THE SOUTH CONCRETE
 QR0088'HEAD WALL, 50 FEET WEST OF THE TRACK, AND ABOUT 2-1/2 FEET
 QR0088'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 60 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0021 ***********************************************************************
 QR0021  DESIGNATION -  K 61
 QR0021  PID         -  QR0021
 QR0021  STATE/COUNTY-  SD/BROWN
 QR0021  COUNTRY     -  US
 QR0021  USGS QUAD   -  HECLA (2017)
 QR0021
 QR0021                         *CURRENT SURVEY CONTROL
 QR0021  ______________________________________________________________________
 QR0021* NAD 83(1986) POSITION- 45 52 59.24   (N) 098 09 17.34   (W)   HD_HELD1
 QR0021* NAVD 88 ORTHO HEIGHT -   396.305 (meters)     1300.21  (feet) ADJUSTED
 QR0021  ______________________________________________________________________
 QR0021  GEOID HEIGHT    -        -25.087 (meters)                     GEOID18
 QR0021  DYNAMIC HEIGHT  -        396.289 (meters)     1300.16  (feet) COMP
 QR0021  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 QR0021
 QR0021  VERT ORDER      -  FIRST     CLASS II
 QR0021
 QR0021.The horizontal coordinates were determined by differentially corrected
 QR0021.hand held GPS observations or other comparable positioning techniques
 QR0021.and have an estimated accuracy of +/- 3 meters.
 QR0021
 QR0021.The orthometric height was determined by differential leveling and
 QR0021.adjusted by the NATIONAL GEODETIC SURVEY
 QR0021.in June 1991.
 QR0021
 QR0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0021.GEOID18 height accuracy estimate available here.
 QR0021
 QR0021.Click photographs - Photos may exist for this station.
 QR0021
 QR0021.The dynamic height is computed by dividing the NAVD 88
 QR0021.geopotential number by the normal gravity value computed on the
 QR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0021.degrees latitude (g = 980.6199 gals.).
 QR0021
 QR0021.The modeled gravity was interpolated from observed gravity values.
 QR0021
 QR0021;                    North         East    Units  Estimated Accuracy
 QR0021;SPC SD N     -   229,422.8     743,228.6     MT  (+/- 3 meters HH1 GPS) 
 QR0021
 QR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6558281408(NAD 83)
 QR0021
 QR0021                          SUPERSEDED SURVEY CONTROL
 QR0021
 QR0021  NGVD 29 (??/??/92)  395.989  (m)         1299.17   (f) ADJ UNCH    1 2
 QR0021
 QR0021.Superseded values are not recommended for survey control.
 QR0021
 QR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0021.See file dsdata.pdf to determine how the superseded data were derived.
 QR0021
 QR0021_MARKER: DB = BENCH MARK DISK
 QR0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0021_STAMPING: K 61 1934
 QR0021_MARK LOGO: CGS
 QR0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0021+STABILITY: SURFACE MOTION
 QR0021
 QR0021  HISTORY     - Date     Condition        Report By
 QR0021  HISTORY     - 1934     MONUMENTED       CGS
 QR0021
 QR0021                          STATION DESCRIPTION
 QR0021
 QR0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0021'AT HECLA.
 QR0021'AT HECLA, BROWN COUNTY, ABOUT 100 FEET NORTH OF THE CHICAGO AND
 QR0021'NORTH WESTERN RAILWAY STATION, 18 FEET EAST OF THE CENTER LINE
 QR0021'OF THE TRACK, AND 18 INCHES WEST OF A POLE.  A STANDARD DISK,
 QR0021'STAMPED K 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0169 ***********************************************************************
 QQ0169  DESIGNATION -  K 62
 QQ0169  PID         -  QQ0169
 QQ0169  STATE/COUNTY-  SD/MARSHALL
 QQ0169  COUNTRY     -  US
 QQ0169  USGS QUAD   -  LAKE CITY (2017)
 QQ0169
 QQ0169                         *CURRENT SURVEY CONTROL
 QQ0169  ______________________________________________________________________
 QQ0169* NAD 83(1986) POSITION- 45 43 51.     (N) 097 26 59.     (W)   SCALED
 QQ0169* NAVD 88 ORTHO HEIGHT -   566.603 (meters)     1858.93  (feet) ADJUSTED
 QQ0169  ______________________________________________________________________
 QQ0169  GEOID HEIGHT    -        -25.191 (meters)                     GEOID18
 QQ0169  DYNAMIC HEIGHT  -        566.564 (meters)     1858.80  (feet) COMP
 QQ0169  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 QQ0169
 QQ0169  VERT ORDER      -  SECOND    CLASS 0
 QQ0169
 QQ0169.The horizontal coordinates were scaled from a map and have
 QQ0169.an estimated accuracy of +/- 6 seconds.
 QQ0169
 QQ0169.The orthometric height was determined by differential leveling and
 QQ0169.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0169.in June 1991.
 QQ0169
 QQ0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0169.GEOID18 height accuracy estimate available here.
 QQ0169
 QQ0169.Click photographs - Photos may exist for this station.
 QQ0169
 QQ0169.The dynamic height is computed by dividing the NAVD 88
 QQ0169.geopotential number by the normal gravity value computed on the
 QQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0169.degrees latitude (g = 980.6199 gals.).
 QQ0169
 QQ0169.The modeled gravity was interpolated from observed gravity values.
 QQ0169
 QQ0169;                    North         East    Units  Estimated Accuracy
 QQ0169;SPC SD N     -   213,990.      798,480.      MT  (+/- 180 meters Scaled)
 QQ0169
 QQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR206653(NAD 83)
 QQ0169
 QQ0169                          SUPERSEDED SURVEY CONTROL
 QQ0169
 QQ0169  NGVD 29 (??/??/92)  566.321  (m)         1858.00   (f) ADJ UNCH    2 0
 QQ0169
 QQ0169.Superseded values are not recommended for survey control.
 QQ0169
 QQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0169.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0169
 QQ0169_MARKER: DB = BENCH MARK DISK
 QQ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0169_STAMPING: K 62 1934
 QQ0169_MARK LOGO: CGS
 QQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0169+STABILITY: SURFACE MOTION
 QQ0169
 QQ0169  HISTORY     - Date     Condition        Report By
 QQ0169  HISTORY     - 1934     MONUMENTED       CGS
 QQ0169  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0169
 QQ0169                          STATION DESCRIPTION
 QQ0169
 QQ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0169'1.7 MI W FROM LAKE CITY.
 QQ0169'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC
 QQ0169'SCHOOL AT LAKE CITY, MARSHALL COUNTY, ABOUT 2-1/2 POLES OR
 QQ0169'APPROXIMATELY 250 FEET WEST OF A TURN TO THE SOUTH, IN A CLUMP
 QQ0169'OF TREES BORDERING A DRY LAKE, AND 33 FEET NORTH OF THE CENTER
 QQ0169'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 62 1934 AND
 QQ0169'SET IN THE TOP OF A CONCRETE POST.
 QQ0169
 QQ0169                          STATION RECOVERY (1970)
 QQ0169
 QQ0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0454 ***********************************************************************
 QS0454  DESIGNATION -  K 65
 QS0454  PID         -  QS0454
 QS0454  STATE/COUNTY-  SD/CORSON
 QS0454  COUNTRY     -  US
 QS0454  USGS QUAD   -  WALKER (2017)
 QS0454
 QS0454                         *CURRENT SURVEY CONTROL
 QS0454  ______________________________________________________________________
 QS0454* NAD 83(1986) POSITION- 45 53 14.     (N) 101 00 31.     (W)   SCALED
 QS0454* NAVD 88 ORTHO HEIGHT -   642.334 (meters)     2107.39  (feet) ADJUSTED
 QS0454  ______________________________________________________________________
 QS0454  GEOID HEIGHT    -        -20.975 (meters)                     GEOID18
 QS0454  DYNAMIC HEIGHT  -        642.276 (meters)     2107.20  (feet) COMP
 QS0454  MODELED GRAVITY -    980,504.2   (mgal)                       NAVD 88
 QS0454
 QS0454  VERT ORDER      -  SECOND    CLASS 0
 QS0454
 QS0454.The horizontal coordinates were scaled from a map and have
 QS0454.an estimated accuracy of +/- 6 seconds.
 QS0454
 QS0454.The orthometric height was determined by differential leveling and
 QS0454.adjusted by the NATIONAL GEODETIC SURVEY
 QS0454.in June 1991.
 QS0454
 QS0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0454.GEOID18 height accuracy estimate available here.
 QS0454
 QS0454.Click photographs - Photos may exist for this station.
 QS0454
 QS0454.The dynamic height is computed by dividing the NAVD 88
 QS0454.geopotential number by the normal gravity value computed on the
 QS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0454.degrees latitude (g = 980.6199 gals.).
 QS0454
 QS0454.The modeled gravity was interpolated from observed gravity values.
 QS0454
 QS0454;                    North         East    Units  Estimated Accuracy
 QS0454;SPC SD N     -   228,730.      521,710.      MT  (+/- 180 meters Scaled)
 QS0454
 QS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR441834(NAD 83)
 QS0454
 QS0454                          SUPERSEDED SURVEY CONTROL
 QS0454
 QS0454  NGVD 29 (??/??/92)  641.879  (m)         2105.90   (f) ADJ UNCH    2 0
 QS0454
 QS0454.Superseded values are not recommended for survey control.
 QS0454
 QS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0454.See file dsdata.pdf to determine how the superseded data were derived.
 QS0454
 QS0454_MARKER: DB = BENCH MARK DISK
 QS0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0454_SP_SET: CULVERT HEADWALL
 QS0454_STAMPING: K 65 1934
 QS0454_MARK LOGO: CGS
 QS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0454+STABILITY: SURFACE MOTION
 QS0454
 QS0454  HISTORY     - Date     Condition        Report By
 QS0454  HISTORY     - 1934     MONUMENTED       CGS
 QS0454  HISTORY     - 1950     MARK NOT FOUND   CGS
 QS0454
 QS0454                          STATION DESCRIPTION
 QS0454
 QS0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QS0454'2.7 MI W FROM CADILLAC.
 QS0454'2.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0454'PACIFIC RAILROAD FROM THE STATION AT CADILLAC, CORSON COUNTY,
 QS0454'ABOUT 9 POLES WEST OF MILEPOST 846, ABOUT 2 POLES WEST OF
 QS0454'RAILROAD CULVERT 111, ABOUT 120 FEET SOUTH OF THE TRACK, AT A
 QS0454'CULVERT UNDER U.S. HIGHWAY 12, AND IN THE CENTER OF THE TOP OF
 QS0454'THE NORTH HEAD WALL.  A STANDARD DISK, STAMPED K 65 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0143 ***********************************************************************
 QS0143  DESIGNATION -  K 66
 QS0143  PID         -  QS0143
 QS0143  STATE/COUNTY-  SD/CORSON
 QS0143  COUNTRY     -  US
 QS0143  USGS QUAD   -  MOBRIDGE (2017)
 QS0143
 QS0143                         *CURRENT SURVEY CONTROL
 QS0143  ______________________________________________________________________
 QS0143* NAD 83(1986) POSITION- 45 36 16.     (N) 100 27 28.     (W)   SCALED
 QS0143* NAVD 88 ORTHO HEIGHT -   477.910 (meters)     1567.94  (feet) ADJUSTED
 QS0143  ______________________________________________________________________
 QS0143  GEOID HEIGHT    -        -21.765 (meters)                     GEOID18
 QS0143  DYNAMIC HEIGHT  -        477.872 (meters)     1567.82  (feet) COMP
 QS0143  MODELED GRAVITY -    980,523.1   (mgal)                       NAVD 88
 QS0143
 QS0143  VERT ORDER      -  FIRST     CLASS II
 QS0143
 QS0143.The horizontal coordinates were scaled from a map and have
 QS0143.an estimated accuracy of +/- 6 seconds.
 QS0143
 QS0143.The orthometric height was determined by differential leveling and
 QS0143.adjusted by the NATIONAL GEODETIC SURVEY
 QS0143.in June 1991.
 QS0143
 QS0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0143.GEOID18 height accuracy estimate available here.
 QS0143
 QS0143.Click photographs - Photos may exist for this station.
 QS0143
 QS0143.The dynamic height is computed by dividing the NAVD 88
 QS0143.geopotential number by the normal gravity value computed on the
 QS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0143.degrees latitude (g = 980.6199 gals.).
 QS0143
 QS0143.The modeled gravity was interpolated from observed gravity values.
 QS0143
 QS0143;                    North         East    Units  Estimated Accuracy
 QS0143;SPC SD N     -   196,920.      564,290.      MT  (+/- 180 meters Scaled)
 QS0143
 QS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR863511(NAD 83)
 QS0143
 QS0143                          SUPERSEDED SURVEY CONTROL
 QS0143
 QS0143  NGVD 29 (??/??/92)  477.538  (m)         1566.72   (f) ADJ UNCH    1 2
 QS0143
 QS0143.Superseded values are not recommended for survey control.
 QS0143
 QS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0143.See file dsdata.pdf to determine how the superseded data were derived.
 QS0143
 QS0143_MARKER: DB = BENCH MARK DISK
 QS0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0143_STAMPING: K 66 1934
 QS0143_MARK LOGO: CGS
 QS0143_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0143+STABILITY: SURFACE MOTION
 QS0143
 QS0143  HISTORY     - Date     Condition        Report By
 QS0143  HISTORY     - 1934     MONUMENTED       CGS
 QS0143  HISTORY     - 1949     GOOD             CGS
 QS0143  HISTORY     - 1966     MARK NOT FOUND   USGS
 QS0143
 QS0143                          STATION DESCRIPTION
 QS0143
 QS0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0143'2.5 MI N FROM MOREAU JUNCTION.
 QS0143'2.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0143'RAILROAD FROM THE STATION AT MOREAU JUNCTION, 15 POLES NORTHWEST
 QS0143'OF MILEPOST 811, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF TRACK,
 QS0143'9.2 FEET NORTHWEST OF A TELEPHONE POLE, 7.5 FEET NORTHEAST OF
 QS0143'RIGHT-OF-WAY FENCE, 1.6 FEET EAST OF A REFERENCE POST, SET IN
 QS0143'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QS0143
 QS0143                          STATION RECOVERY (1966)
 QS0143
 QS0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QS0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0078 ***********************************************************************
 QS0078  DESIGNATION -  K 67
 QS0078  PID         -  QS0078
 QS0078  STATE/COUNTY-  SD/WALWORTH
 QS0078  COUNTRY     -  US
 QS0078  USGS QUAD   -  SELBY (2017)
 QS0078
 QS0078                         *CURRENT SURVEY CONTROL
 QS0078  ______________________________________________________________________
 QS0078* NAD 83(1986) POSITION- 45 35 37.     (N) 100 02 52.     (W)   SCALED
 QS0078* NAVD 88 ORTHO HEIGHT -   521.236 (meters)     1710.09  (feet) ADJUSTED
 QS0078  ______________________________________________________________________
 QS0078  GEOID HEIGHT    -        -22.334 (meters)                     GEOID18
 QS0078  DYNAMIC HEIGHT  -        521.189 (meters)     1709.93  (feet) COMP
 QS0078  MODELED GRAVITY -    980,509.9   (mgal)                       NAVD 88
 QS0078
 QS0078  VERT ORDER      -  FIRST     CLASS II
 QS0078
 QS0078.The horizontal coordinates were scaled from a map and have
 QS0078.an estimated accuracy of +/- 6 seconds.
 QS0078
 QS0078.The orthometric height was determined by differential leveling and
 QS0078.adjusted by the NATIONAL GEODETIC SURVEY
 QS0078.in June 1991.
 QS0078
 QS0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0078.GEOID18 height accuracy estimate available here.
 QS0078
 QS0078.Click photographs - Photos may exist for this station.
 QS0078
 QS0078.The dynamic height is computed by dividing the NAVD 88
 QS0078.geopotential number by the normal gravity value computed on the
 QS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0078.degrees latitude (g = 980.6199 gals.).
 QS0078
 QS0078.The modeled gravity was interpolated from observed gravity values.
 QS0078
 QS0078;                    North         East    Units  Estimated Accuracy
 QS0078;SPC SD N     -   195,610.      596,270.      MT  (+/- 180 meters Scaled)
 QS0078
 QS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR182494(NAD 83)
 QS0078
 QS0078                          SUPERSEDED SURVEY CONTROL
 QS0078
 QS0078  NGVD 29 (??/??/92)  520.865  (m)         1708.87   (f) ADJ UNCH    1 2
 QS0078
 QS0078.Superseded values are not recommended for survey control.
 QS0078
 QS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0078.See file dsdata.pdf to determine how the superseded data were derived.
 QS0078
 QS0078_MARKER: DB = BENCH MARK DISK
 QS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0078_STAMPING: K 67 1934
 QS0078_MARK LOGO: CGS
 QS0078_PROJECTION: FLUSH
 QS0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0078+STABILITY: SURFACE MOTION
 QS0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0078+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 QS0078
 QS0078  HISTORY     - Date     Condition        Report By
 QS0078  HISTORY     - 1934     MONUMENTED       CGS
 QS0078  HISTORY     - 1953     GOOD             CGS
 QS0078  HISTORY     - 19950101 GOOD             SDDENR
 QS0078  HISTORY     - 19970310 GOOD             NGS
 QS0078
 QS0078                          STATION DESCRIPTION
 QS0078
 QS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0078'6.6 MI N FROM SELBY.
 QS0078'ABOUT 6.6 MILES NORTH ALONG OLD U.S. HIGHWAY 83 FROM THE COUNTY
 QS0078'COURTHOUSE AT SELBY, WALWORTH COUNTY, AT A POINT WHERE THE
 QS0078'HIGHWAY TURNS EAST ALONG THE CAMPBELL-WALWORTH COUNTY LINE, 50
 QS0078'FEET SOUTH OF THE EAST END OF THE CURVE, 0.7 FOOT SOUTH OF A WHITE
 QS0078'POST, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 QS0078'STAMPED K 67 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0078'ABOUT 8 INCHES ABOVE GROUND.
 QS0078
 QS0078                          STATION RECOVERY (1953)
 QS0078
 QS0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0078'RECOVERED IN GOOD CONDITION.
 QS0078
 QS0078                          STATION RECOVERY (1995)
 QS0078
 QS0078'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QS0078'FOUND IN FAIR CONDITION.
 QS0078
 QS0078                          STATION RECOVERY (1997)
 QS0078
 QS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0078'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0078'STATE HIGHWAY 130 IN SELBY, THENCE 6.9 KM (4.30 MI) NORTHERLY ALONG
 QS0078'U.S. HIGHWAY 83, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG A GRAVELED
 QS0078'ROAD, 50.4 M (165.4 FT) EAST OF THE EXTENDED CENTER OF A GRAVELED ROAD
 QS0078'LEADING NORTH, 12.8 M (42.0 FT) SOUTH OF THE ROAD CENTER, 4.4 M (14.4
 QS0078'FT) NORTHWEST OF A WATER VALUE, 0.8 M (2.6 FT) EAST OF THE MOST
 QS0078'EASTERLY OF 2 ELECTRIC JUNCTION BOXES, 0.5 M (1.6 FT) BELOW THE LEVEL
 QS0078'OF THE ROAD, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE
 QS0078'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0318 ***********************************************************************
 QR0318  DESIGNATION -  K 68
 QR0318  PID         -  QR0318
 QR0318  STATE/COUNTY-  SD/POTTER
 QR0318  COUNTRY     -  US
 QR0318  USGS QUAD   -  GETTYSBURG (2017)
 QR0318
 QR0318                         *CURRENT SURVEY CONTROL
 QR0318  ______________________________________________________________________
 QR0318* NAD 83(1986) POSITION- 45 06 28.     (N) 099 56 21.     (W)   SCALED
 QR0318* NAVD 88 ORTHO HEIGHT -   617.647 (meters)     2026.40  (feet) ADJUSTED
 QR0318  ______________________________________________________________________
 QR0318  GEOID HEIGHT    -        -22.441 (meters)                     GEOID18
 QR0318  DYNAMIC HEIGHT  -        617.559 (meters)     2026.11  (feet) COMP
 QR0318  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 QR0318
 QR0318  VERT ORDER      -  SECOND    CLASS 0
 QR0318
 QR0318.The horizontal coordinates were scaled from a map and have
 QR0318.an estimated accuracy of +/- 6 seconds.
 QR0318
 QR0318.The orthometric height was determined by differential leveling and
 QR0318.adjusted by the NATIONAL GEODETIC SURVEY
 QR0318.in June 1991.
 QR0318
 QR0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0318.GEOID18 height accuracy estimate available here.
 QR0318
 QR0318.Click photographs - Photos may exist for this station.
 QR0318
 QR0318.The dynamic height is computed by dividing the NAVD 88
 QR0318.geopotential number by the normal gravity value computed on the
 QR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0318.degrees latitude (g = 980.6199 gals.).
 QR0318
 QR0318.The modeled gravity was interpolated from observed gravity values.
 QR0318
 QR0318;                    North         East    Units  Estimated Accuracy
 QR0318;SPC SD N     -   141,620.      604,790.      MT  (+/- 180 meters Scaled)
 QR0318
 QR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ261953(NAD 83)
 QR0318
 QR0318                          SUPERSEDED SURVEY CONTROL
 QR0318
 QR0318  NGVD 29 (??/??/92)  617.27   (m)         2025.2    (f) COMPUTED    2 0
 QR0318
 QR0318.Superseded values are not recommended for survey control.
 QR0318
 QR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0318.See file dsdata.pdf to determine how the superseded data were derived.
 QR0318
 QR0318_MARKER: DB = BENCH MARK DISK
 QR0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0318_SP_SET: BOX CULVERT HEADWALL
 QR0318_STAMPING: K 68 1934
 QR0318_MARK LOGO: CGS
 QR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0318+STABILITY: SURFACE MOTION
 QR0318
 QR0318  HISTORY     - Date     Condition        Report By
 QR0318  HISTORY     - 1934     MONUMENTED       CGS
 QR0318  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0318
 QR0318                          STATION DESCRIPTION
 QR0318
 QR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0318'7 MI N FROM GETTYSBURG.
 QR0318'7.0 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 282 FEET
 QR0318'SOUTH OF FARM ENTRANCE, 12 FEET WEST OF CENTERLINE OF HIWAY
 QR0318'AND 24 FEET EAST OF RIGHT OF WAY FENCE.  SET IN THE NORTH END
 QR0318'OF THE WEST HEADWALL OF 3 FT X 3 FT CONCRETE BOX CULVERT, 2.5
 QR0318'FEET ABOVE LEVEL OF THE ROAD.
 QR0318
 QR0318                          STATION RECOVERY (1974)
 QR0318
 QR0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0319 ***********************************************************************
 QR0319  DESIGNATION -  K 68 RESET
 QR0319  PID         -  QR0319
 QR0319  STATE/COUNTY-  SD/POTTER
 QR0319  COUNTRY     -  US
 QR0319  USGS QUAD   -  GETTYSBURG (2017)
 QR0319
 QR0319                         *CURRENT SURVEY CONTROL
 QR0319  ______________________________________________________________________
 QR0319* NAD 83(1986) POSITION- 45 06 28.     (N) 099 56 21.     (W)   SCALED
 QR0319* NAVD 88 ORTHO HEIGHT -   617.79  (meters)     2026.9   (feet) RESET
 QR0319  ______________________________________________________________________
 QR0319  GEOID HEIGHT    -        -22.441 (meters)                     GEOID18
 QR0319  VERT ORDER      -  THIRD
 QR0319
 QR0319.The horizontal coordinates were scaled from a map and have
 QR0319.an estimated accuracy of +/- 6 seconds.
 QR0319
 QR0319.The orthometric height was computed from unverified reset data.
 QR0319
 QR0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0319.GEOID18 height accuracy estimate available here.
 QR0319
 QR0319.Click photographs - Photos may exist for this station.
 QR0319
 QR0319;                    North         East    Units  Estimated Accuracy
 QR0319;SPC SD N     -   141,620.      604,790.      MT  (+/- 180 meters Scaled)
 QR0319
 QR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ261953(NAD 83)
 QR0319
 QR0319                          SUPERSEDED SURVEY CONTROL
 QR0319
 QR0319.No superseded survey control is available for this station.
 QR0319
 QR0319_MARKER: DB = BENCH MARK DISK
 QR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0319_STAMPING: K 68 RESET 1956
 QR0319_MARK LOGO: CGS
 QR0319_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0319+STABILITY: SURFACE MOTION
 QR0319
 QR0319  HISTORY     - Date     Condition        Report By
 QR0319  HISTORY     - 1956     MONUMENTED       CGS
 QR0319
 QR0319                          STATION DESCRIPTION
 QR0319
 QR0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0319'7 MI N FROM GETTYSBURG.
 QR0319'7.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER TOWER
 QR0319'AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG U.S.
 QR0319'HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF GETTYSBURG,
 QR0319'THENCE 6.4 MILES NORTH ALONG STATE HIGHWAY 83, 200 FEET SOUTHWEST
 QR0319'OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 54 FEET EAST
 QR0319'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE SOUTHWEST CORNER
 QR0319'OF THE FARM YARD.  A STANDARD DISK, STAMPED K 68 RESET 1956
 QR0319'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QR0319'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0244 ***********************************************************************
 QS0244  DESIGNATION -  K 69
 QS0244  PID         -  QS0244
 QS0244  STATE/COUNTY-  SD/DEWEY
 QS0244  COUNTRY     -  US
 QS0244  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0244
 QS0244                         *CURRENT SURVEY CONTROL
 QS0244  ______________________________________________________________________
 QS0244* NAD 83(1986) POSITION- 45 05 23.     (N) 100 27 15.     (W)   SCALED
 QS0244* NAVD 88 ORTHO HEIGHT -   591.145 (meters)     1939.45  (feet) ADJUSTED
 QS0244  ______________________________________________________________________
 QS0244  GEOID HEIGHT    -        -22.328 (meters)                     GEOID18
 QS0244  DYNAMIC HEIGHT  -        591.050 (meters)     1939.14  (feet) COMP
 QS0244  MODELED GRAVITY -    980,438.0   (mgal)                       NAVD 88
 QS0244
 QS0244  VERT ORDER      -  SECOND    CLASS 0
 QS0244
 QS0244.The horizontal coordinates were scaled from a map and have
 QS0244.an estimated accuracy of +/- 6 seconds.
 QS0244
 QS0244.The orthometric height was determined by differential leveling and
 QS0244.adjusted by the NATIONAL GEODETIC SURVEY
 QS0244.in June 1991.
 QS0244
 QS0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0244.GEOID18 height accuracy estimate available here.
 QS0244
 QS0244.Click photographs - Photos may exist for this station.
 QS0244
 QS0244.The dynamic height is computed by dividing the NAVD 88
 QS0244.geopotential number by the normal gravity value computed on the
 QS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0244.degrees latitude (g = 980.6199 gals.).
 QS0244
 QS0244.The modeled gravity was interpolated from observed gravity values.
 QS0244
 QS0244;                    North         East    Units  Estimated Accuracy
 QS0244;SPC SD N     -   139,710.      564,250.      MT  (+/- 180 meters Scaled)
 QS0244
 QS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ855939(NAD 83)
 QS0244
 QS0244                          SUPERSEDED SURVEY CONTROL
 QS0244
 QS0244  NGVD 29 (??/??/92)  590.74   (m)         1938.1    (f) COMPUTED    2 0
 QS0244
 QS0244.Superseded values are not recommended for survey control.
 QS0244
 QS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0244.See file dsdata.pdf to determine how the superseded data were derived.
 QS0244
 QS0244_MARKER: DB = BENCH MARK DISK
 QS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0244_STAMPING: K 69 1934
 QS0244_MARK LOGO: CGS
 QS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0244+STABILITY: SURFACE MOTION
 QS0244
 QS0244  HISTORY     - Date     Condition        Report By
 QS0244  HISTORY     - 1934     MONUMENTED       CGS
 QS0244  HISTORY     - 1945     GOOD             CGS
 QS0244  HISTORY     - 19960518 MARK NOT FOUND   NGS
 QS0244
 QS0244                          STATION DESCRIPTION
 QS0244
 QS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0244'4.8 MI NW FROM CHEYENNE AGENCY.
 QS0244'4.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0244'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0244'THENCE ABOUT 4.9 MILES WEST ALONG U.S. HIGHWAY 212, 51 FEET SOUTH
 QS0244'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTH OF A LINE OF
 QS0244'POLES, 8 FEET SOUTH OF A FENCE, ABOUT 2 FEET LOWER THAN THE
 QS0244'HIGHWAY, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST.  A
 QS0244'STANDARD DISK, STAMPED K 69 1934 AND SET IN THE TOP OF A CONCRETE
 QS0244'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0244
 QS0244                          STATION RECOVERY (1945)
 QS0244
 QS0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0244'RECOVERED IN GOOD CONDITION.
 QS0244
 QS0244                          STATION RECOVERY (1996)
 QS0244
 QS0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0244'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0364 ***********************************************************************
 OR0364  DESIGNATION -  K 7
 OR0364  PID         -  OR0364
 OR0364  STATE/COUNTY-  SD/BRULE
 OR0364  COUNTRY     -  US
 OR0364  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0364
 OR0364                         *CURRENT SURVEY CONTROL
 OR0364  ______________________________________________________________________
 OR0364* NAD 83(1986) POSITION- 43 44 45.     (N) 098 57 18.     (W)   SCALED
 OR0364* NAVD 88 ORTHO HEIGHT -   544.532 (meters)     1786.52  (feet) ADJUSTED
 OR0364  ______________________________________________________________________
 OR0364  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 OR0364  DYNAMIC HEIGHT  -        544.380 (meters)     1786.02  (feet) COMP
 OR0364  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 OR0364
 OR0364  VERT ORDER      -  FIRST     CLASS II
 OR0364
 OR0364.The horizontal coordinates were scaled from a map and have
 OR0364.an estimated accuracy of +/- 6 seconds.
 OR0364
 OR0364.The orthometric height was determined by differential leveling and
 OR0364.adjusted by the NATIONAL GEODETIC SURVEY
 OR0364.in June 1991.
 OR0364
 OR0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0364.GEOID18 height accuracy estimate available here.
 OR0364
 OR0364.Click photographs - Photos may exist for this station.
 OR0364
 OR0364.The dynamic height is computed by dividing the NAVD 88
 OR0364.geopotential number by the normal gravity value computed on the
 OR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0364.degrees latitude (g = 980.6199 gals.).
 OR0364
 OR0364.The modeled gravity was interpolated from observed gravity values.
 OR0364
 OR0364;                    North         East    Units  Estimated Accuracy
 OR0364;SPC SD S     -   157,840.      711,010.      MT  (+/- 180 meters Scaled)
 OR0364
 OR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP036436(NAD 83)
 OR0364
 OR0364                          SUPERSEDED SURVEY CONTROL
 OR0364
 OR0364  NGVD 29 (??/??/92)  544.159  (m)         1785.30   (f) ADJ UNCH    1 2
 OR0364
 OR0364.Superseded values are not recommended for survey control.
 OR0364
 OR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0364.See file dsdata.pdf to determine how the superseded data were derived.
 OR0364
 OR0364_MARKER: DB = BENCH MARK DISK
 OR0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0364_SP_SET: BUILDING WALL
 OR0364_STAMPING: K 7 1925
 OR0364_MARK LOGO: CGS
 OR0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0364
 OR0364  HISTORY     - Date     Condition        Report By
 OR0364  HISTORY     - 1925     MONUMENTED       CGS
 OR0364  HISTORY     - 1935     GOOD             CGS
 OR0364  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0364
 OR0364                          STATION DESCRIPTION
 OR0364
 OR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0364'AT KIMBALL.
 OR0364'AT KIMBALL, BRULE COUNTY, AT THE HIGH SCHOOL, AT THE WEST
 OR0364'SIDE OF THE BUILDING, AT THE SOUTH SIDE OF THE SOUTH ENTRANCE,
 OR0364'AND IN THE FACE OF A STONE BLOCK ABOUT 1 FOOT ABOVE THE TOP
 OR0364'STEP.  A STANDARD DISK, STAMPED K 7 1925 AND SET VERTICALLY.
 OR0364
 OR0364                          STATION RECOVERY (1935)
 OR0364
 OR0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0364'RECOVERED IN GOOD CONDITION.
 OR0364
 OR0364                          STATION RECOVERY (2012)
 OR0364
 OR0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1695 ***********************************************************************
 PU1695  DESIGNATION -  K 7 B 1
 PU1695  PID         -  PU1695
 PU1695  STATE/COUNTY-  SD/LAWRENCE
 PU1695  COUNTRY     -  US
 PU1695  USGS QUAD   -  SPEARFISH (2017)
 PU1695
 PU1695                         *CURRENT SURVEY CONTROL
 PU1695  ______________________________________________________________________
 PU1695* NAD 83(1986) POSITION- 44 28 18.     (N) 103 46 44.     (W)   SCALED
 PU1695* NAVD 88 ORTHO HEIGHT -  1199.654 (meters)     3935.86  (feet) ADJUSTED
 PU1695  ______________________________________________________________________
 PU1695  GEOID HEIGHT    -        -14.549 (meters)                     GEOID18
 PU1695  DYNAMIC HEIGHT  -       1199.237 (meters)     3934.50  (feet) COMP
 PU1695  MODELED GRAVITY -    980,228.5   (mgal)                       NAVD 88
 PU1695
 PU1695  VERT ORDER      -  SECOND    CLASS 0
 PU1695
 PU1695.The horizontal coordinates were scaled from a map and have
 PU1695.an estimated accuracy of +/- 6 seconds.
 PU1695
 PU1695.The orthometric height was determined by differential leveling and
 PU1695.adjusted by the NATIONAL GEODETIC SURVEY
 PU1695.in June 1991.
 PU1695
 PU1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1695.GEOID18 height accuracy estimate available here.
 PU1695
 PU1695.Click photographs - Photos may exist for this station.
 PU1695
 PU1695.The dynamic height is computed by dividing the NAVD 88
 PU1695.geopotential number by the normal gravity value computed on the
 PU1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1695.degrees latitude (g = 980.6199 gals.).
 PU1695
 PU1695.The modeled gravity was interpolated from observed gravity values.
 PU1695
 PU1695;                    North         East    Units  Estimated Accuracy
 PU1695;SPC SD N     -    77,950.      299,430.      MT  (+/- 180 meters Scaled)
 PU1695
 PU1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK971249(NAD 83)
 PU1695
 PU1695                          SUPERSEDED SURVEY CONTROL
 PU1695
 PU1695  NGVD 29 (??/??/92) 1199.10   (m)         3934.0    (f) COMPUTED    2 0
 PU1695
 PU1695.Superseded values are not recommended for survey control.
 PU1695
 PU1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1695.See file dsdata.pdf to determine how the superseded data were derived.
 PU1695
 PU1695_MARKER: Z = SEE DESCRIPTION
 PU1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1695_SP_SET: PIER
 PU1695_STAMPING: K 7 B 1
 PU1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1695
 PU1695  HISTORY     - Date     Condition        Report By
 PU1695  HISTORY     - UNK      MONUMENTED       USAF
 PU1695  HISTORY     - 1962     GOOD             CGS
 PU1695
 PU1695                          STATION DESCRIPTION
 PU1695
 PU1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1695'4.6 MI E FROM SPEARFISH.
 PU1695'4.45 MILES EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1695'SPEARFISH, THENCE 0.2 MILE ACROSS COUNTRY, IN A CULTIVATED
 PU1695'FIELD, 0.25 MILE SOUTHEAST OF A FARMHOUSE, ABOUT 0.2 MILE
 PU1695'SOUTH OF THE SOUTHWEST HANGAR OF BLACK HILLS AIRPORT, CENTER
 PU1695'OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU1695'PROJECTS ABOUT 6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1694 ***********************************************************************
 PU1694  DESIGNATION -  K 7 B 2
 PU1694  PID         -  PU1694
 PU1694  STATE/COUNTY-  SD/LAWRENCE
 PU1694  COUNTRY     -  US
 PU1694  USGS QUAD   -  SPEARFISH (2017)
 PU1694
 PU1694                         *CURRENT SURVEY CONTROL
 PU1694  ______________________________________________________________________
 PU1694* NAD 83(1986) POSITION- 44 28 27.     (N) 103 46 46.     (W)   SCALED
 PU1694* NAVD 88 ORTHO HEIGHT -  1195.147 (meters)     3921.08  (feet) ADJUSTED
 PU1694  ______________________________________________________________________
 PU1694  GEOID HEIGHT    -        -14.566 (meters)                     GEOID18
 PU1694  DYNAMIC HEIGHT  -       1194.733 (meters)     3919.72  (feet) COMP
 PU1694  MODELED GRAVITY -    980,229.7   (mgal)                       NAVD 88
 PU1694
 PU1694  VERT ORDER      -  SECOND    CLASS 0
 PU1694
 PU1694.The horizontal coordinates were scaled from a map and have
 PU1694.an estimated accuracy of +/- 6 seconds.
 PU1694
 PU1694.The orthometric height was determined by differential leveling and
 PU1694.adjusted by the NATIONAL GEODETIC SURVEY
 PU1694.in June 1991.
 PU1694
 PU1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1694.GEOID18 height accuracy estimate available here.
 PU1694
 PU1694.Click photographs - Photos may exist for this station.
 PU1694
 PU1694.The dynamic height is computed by dividing the NAVD 88
 PU1694.geopotential number by the normal gravity value computed on the
 PU1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1694.degrees latitude (g = 980.6199 gals.).
 PU1694
 PU1694.The modeled gravity was interpolated from observed gravity values.
 PU1694
 PU1694;                    North         East    Units  Estimated Accuracy
 PU1694;SPC SD N     -    78,230.      299,400.      MT  (+/- 180 meters Scaled)
 PU1694
 PU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK970252(NAD 83)
 PU1694
 PU1694                          SUPERSEDED SURVEY CONTROL
 PU1694
 PU1694  NGVD 29 (??/??/92) 1194.59   (m)         3919.3    (f) COMPUTED    2 0
 PU1694
 PU1694.Superseded values are not recommended for survey control.
 PU1694
 PU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1694.See file dsdata.pdf to determine how the superseded data were derived.
 PU1694
 PU1694_MARKER: Z = SEE DESCRIPTION
 PU1694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1694_SP_SET: PIER
 PU1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1694
 PU1694  HISTORY     - Date     Condition        Report By
 PU1694  HISTORY     - UNK      MONUMENTED       USAF
 PU1694  HISTORY     - 1962     GOOD             CGS
 PU1694
 PU1694                          STATION DESCRIPTION
 PU1694
 PU1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1694'4.4 MI E FROM SPEARFISH.
 PU1694'4.45 MILES EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1694'SPEARFISH, 57 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU1694'225 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM BENCH MARK U 376,
 PU1694'146.3 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 PU1694'CORNER OF BLACK HILLS AIRPORT STONE HANGAR, 6.6 FEET SOUTH OF A
 PU1694'FENCE, CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH
 PU1694'CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0365 ***********************************************************************
 OR0365  DESIGNATION -  K 7 RESET
 OR0365  PID         -  OR0365
 OR0365  STATE/COUNTY-  SD/BRULE
 OR0365  COUNTRY     -  US
 OR0365  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0365
 OR0365                         *CURRENT SURVEY CONTROL
 OR0365  ______________________________________________________________________
 OR0365* NAD 83(1986) POSITION- 43 44 45.     (N) 098 57 18.     (W)   SCALED
 OR0365* NAVD 88 ORTHO HEIGHT -   543.382 (meters)     1782.75  (feet) ADJUSTED
 OR0365  ______________________________________________________________________
 OR0365  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 OR0365  DYNAMIC HEIGHT  -        543.230 (meters)     1782.25  (feet) COMP
 OR0365  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 OR0365
 OR0365  VERT ORDER      -  FIRST     CLASS II
 OR0365
 OR0365.The horizontal coordinates were scaled from a map and have
 OR0365.an estimated accuracy of +/- 6 seconds.
 OR0365
 OR0365.The orthometric height was determined by differential leveling and
 OR0365.adjusted by the NATIONAL GEODETIC SURVEY
 OR0365.in September 1993.
 OR0365
 OR0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0365.GEOID18 height accuracy estimate available here.
 OR0365
 OR0365.Click photographs - Photos may exist for this station.
 OR0365
 OR0365.The dynamic height is computed by dividing the NAVD 88
 OR0365.geopotential number by the normal gravity value computed on the
 OR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0365.degrees latitude (g = 980.6199 gals.).
 OR0365
 OR0365.The modeled gravity was interpolated from observed gravity values.
 OR0365
 OR0365;                    North         East    Units  Estimated Accuracy
 OR0365;SPC SD S     -   157,840.      711,010.      MT  (+/- 180 meters Scaled)
 OR0365
 OR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP036436(NAD 83)
 OR0365
 OR0365                          SUPERSEDED SURVEY CONTROL
 OR0365
 OR0365  NGVD 29 (??/??/??)  543.30   (m)         1782.5    (f) RESET       3  
 OR0365
 OR0365.Superseded values are not recommended for survey control.
 OR0365
 OR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0365.See file dsdata.pdf to determine how the superseded data were derived.
 OR0365
 OR0365_MARKER: DB = BENCH MARK DISK
 OR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0365_STAMPING: K 7 RESET 1961
 OR0365_MARK LOGO: CGS
 OR0365_PROJECTION: FLUSH
 OR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0365+STABILITY: SURFACE MOTION
 OR0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0365+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OR0365
 OR0365  HISTORY     - Date     Condition        Report By
 OR0365  HISTORY     - 1961     MONUMENTED       CGS
 OR0365  HISTORY     - 19910621 GOOD             NGS
 OR0365  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0365
 OR0365                          STATION DESCRIPTION
 OR0365
 OR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0365'AT KIMBALL.
 OR0365'THIS MARK IS LOCATED AT KIMBALL, AT THE KIMBALL CONSOLIDATED
 OR0365'SCHOOL, TO THE WEST OF THE SCHOOL BUILDING, IN THE SOUTHWEST
 OR0365'CORNER OF A SMALL LAWN THAT IS SURROUNDED BY SIDEWALK, 101.3
 OR0365'FEET WEST OF THE WEST SIDE OF THE MAIN BUILDING, 48 FEET
 OR0365'NORTHWEST OF THE NORTHWEST CORNER OF A NEW WING AND 13.5 FEET
 OR0365'EAST OF THE WEST EDGE OF THE EAST CURB ALONG THE NORTH-SOUTH
 OR0365'STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OR0365'GROUND.
 OR0365
 OR0365                          STATION RECOVERY (1991)
 OR0365
 OR0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0365'IN KIMBALL, AT THE INTERSECTION OF 3RD AND EAST STREETS, 14.7 M (48.2
 OR0365'FT) NORTHWEST OF THE NORTHWEST CORNER OF AN ADDITION TO THE KIMBALL
 OR0365'SCHOOL, 14.4 M (47.2 FT) WEST-SOUTHWEST OF A FLAG POLE, 9.7 M (31.8
 OR0365'FT) EAST OF AND LEVEL WITH THE CENTER OF EAST STREET, 2.5 M (8.2 FT)
 OR0365'SOUTH OF THE EXTENDED CENTER OF 3RD STREET, AND THE MONUMENT IS FLUSH
 OR0365'WITH THE GROUND SURFACE.
 OR0365
 OR0365                          STATION RECOVERY (2012)
 OR0365
 OR0365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0365'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0481 ***********************************************************************
 QS0481  DESIGNATION -  K 70
 QS0481  PID         -  QS0481
 QS0481  STATE/COUNTY-  SD/DEWEY
 QS0481  COUNTRY     -  US
 QS0481  USGS QUAD   -  PARADE (2017)
 QS0481
 QS0481                         *CURRENT SURVEY CONTROL
 QS0481  ______________________________________________________________________
 QS0481* NAD 83(1986) POSITION- 45 01 29.     (N) 101 06 21.     (W)   SCALED
 QS0481* NAVD 88 ORTHO HEIGHT -   737.117 (meters)     2418.36  (feet) ADJUSTED
 QS0481  ______________________________________________________________________
 QS0481  GEOID HEIGHT    -        -21.539 (meters)                     GEOID18
 QS0481  DYNAMIC HEIGHT  -        736.964 (meters)     2417.86  (feet) COMP
 QS0481  MODELED GRAVITY -    980,385.3   (mgal)                       NAVD 88
 QS0481
 QS0481  VERT ORDER      -  SECOND    CLASS 0
 QS0481
 QS0481.The horizontal coordinates were scaled from a map and have
 QS0481.an estimated accuracy of +/- 6 seconds.
 QS0481
 QS0481.The orthometric height was determined by differential leveling and
 QS0481.adjusted by the NATIONAL GEODETIC SURVEY
 QS0481.in June 1991.
 QS0481
 QS0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0481.GEOID18 height accuracy estimate available here.
 QS0481
 QS0481.Click photographs - Photos may exist for this station.
 QS0481
 QS0481.The dynamic height is computed by dividing the NAVD 88
 QS0481.geopotential number by the normal gravity value computed on the
 QS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0481.degrees latitude (g = 980.6199 gals.).
 QS0481
 QS0481.The modeled gravity was interpolated from observed gravity values.
 QS0481
 QS0481;                    North         East    Units  Estimated Accuracy
 QS0481;SPC SD N     -   132,990.      512,850.      MT  (+/- 180 meters Scaled)
 QS0481
 QS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ340878(NAD 83)
 QS0481
 QS0481                          SUPERSEDED SURVEY CONTROL
 QS0481
 QS0481  NGVD 29 (??/??/92)  736.618  (m)         2416.72   (f) ADJ UNCH    2 0
 QS0481
 QS0481.Superseded values are not recommended for survey control.
 QS0481
 QS0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0481.See file dsdata.pdf to determine how the superseded data were derived.
 QS0481
 QS0481_MARKER: DB = BENCH MARK DISK
 QS0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0481_STAMPING: K 70 1934
 QS0481_MARK LOGO: CGS
 QS0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0481+STABILITY: SURFACE MOTION
 QS0481
 QS0481  HISTORY     - Date     Condition        Report By
 QS0481  HISTORY     - 1934     MONUMENTED       CGS
 QS0481  HISTORY     - 1953     GOOD             LOCSUR
 QS0481  HISTORY     - 19960510 MARK NOT FOUND   NGS
 QS0481
 QS0481                          STATION DESCRIPTION
 QS0481
 QS0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0481'AT PARADE.
 QS0481'AT PARADE, DEWEY COUNTY, OPPOSITE THE CHICAGO, MILWAUKEE, ST.
 QS0481'PAUL AND PACIFIC RAILROAD STATION, ABOUT 13 POLES WEST OF
 QS0481'MILEPOST 56, 84 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 6
 QS0481'FEET NORTHWEST OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 QS0481'A STANDARD DISK, STAMPED K 70 1934 AND SET IN THE TOP OF A
 QS0481'CONCRETE POST.
 QS0481
 QS0481                          STATION RECOVERY (1953)
 QS0481
 QS0481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QS0481'RECOVERED IN GOOD CONDITION.
 QS0481
 QS0481                          STATION RECOVERY (1996)
 QS0481
 QS0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0481'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0265 ***********************************************************************
 QS0265  DESIGNATION -  K 71
 QS0265  PID         -  QS0265
 QS0265  STATE/COUNTY-  SD/DEWEY
 QS0265  COUNTRY     -  US
 QS0265  USGS QUAD   -  TRAIL CITY (2017)
 QS0265
 QS0265                         *CURRENT SURVEY CONTROL
 QS0265  ______________________________________________________________________
 QS0265* NAD 83(1986) POSITION- 45 24 59.     (N) 100 38 55.     (W)   SCALED
 QS0265* NAVD 88 ORTHO HEIGHT -   540.834 (meters)     1774.39  (feet) ADJUSTED
 QS0265  ______________________________________________________________________
 QS0265  GEOID HEIGHT    -        -21.612 (meters)                     GEOID18
 QS0265  DYNAMIC HEIGHT  -        540.772 (meters)     1774.18  (feet) COMP
 QS0265  MODELED GRAVITY -    980,484.1   (mgal)                       NAVD 88
 QS0265
 QS0265  VERT ORDER      -  SECOND    CLASS 0
 QS0265
 QS0265.The horizontal coordinates were scaled from a map and have
 QS0265.an estimated accuracy of +/- 6 seconds.
 QS0265
 QS0265.The orthometric height was determined by differential leveling and
 QS0265.adjusted by the NATIONAL GEODETIC SURVEY
 QS0265.in June 1991.
 QS0265
 QS0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0265.GEOID18 height accuracy estimate available here.
 QS0265
 QS0265.Click photographs - Photos may exist for this station.
 QS0265
 QS0265.The dynamic height is computed by dividing the NAVD 88
 QS0265.geopotential number by the normal gravity value computed on the
 QS0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0265.degrees latitude (g = 980.6199 gals.).
 QS0265
 QS0265.The modeled gravity was interpolated from observed gravity values.
 QS0265
 QS0265;                    North         East    Units  Estimated Accuracy
 QS0265;SPC SD N     -   176,120.      549,230.      MT  (+/- 180 meters Scaled)
 QS0265
 QS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR710305(NAD 83)
 QS0265
 QS0265                          SUPERSEDED SURVEY CONTROL
 QS0265
 QS0265  NGVD 29 (??/??/92)  540.432  (m)         1773.07   (f) ADJ UNCH    2 0
 QS0265
 QS0265.Superseded values are not recommended for survey control.
 QS0265
 QS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0265.See file dsdata.pdf to determine how the superseded data were derived.
 QS0265
 QS0265_MARKER: DB = BENCH MARK DISK
 QS0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0265_STAMPING: K 71 1934
 QS0265_MARK LOGO: CGS
 QS0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0265+STABILITY: SURFACE MOTION
 QS0265
 QS0265  HISTORY     - Date     Condition        Report By
 QS0265  HISTORY     - 1934     MONUMENTED       CGS
 QS0265  HISTORY     - 1940     GOOD             LOCENG
 QS0265
 QS0265                          STATION DESCRIPTION
 QS0265
 QS0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0265'6.4 MI SE FROM TRAIL CITY.
 QS0265'ABOUT 6.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0265'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TRAIL CITY, DEWEY
 QS0265'COUNTY, OPPOSITE MILEPOST 6, 21 FEET SOUTHWEST OF THE CENTER
 QS0265'LINE OF THE TRACK, 1 FOOT EAST OF A WHITE REFERENCE POST STENCILED
 QS0265'U.S.B.M., AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QS0265'DISK, STAMPED K 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0265
 QS0265                          STATION RECOVERY (1940)
 QS0265
 QS0265'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0390 ***********************************************************************
 PT0390  DESIGNATION -  K 72
 PT0390  PID         -  PT0390
 PT0390  STATE/COUNTY-  SD/ZIEBACH
 PT0390  COUNTRY     -  US
 PT0390  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0390
 PT0390                         *CURRENT SURVEY CONTROL
 PT0390  ______________________________________________________________________
 PT0390* NAD 83(1986) POSITION- 44 45 17.     (N) 101 15 28.     (W)   SCALED
 PT0390* NAVD 88 ORTHO HEIGHT -   608.824 (meters)     1997.45  (feet) ADJUSTED
 PT0390  ______________________________________________________________________
 PT0390  GEOID HEIGHT    -        -21.678 (meters)                     GEOID18
 PT0390  DYNAMIC HEIGHT  -        608.708 (meters)     1997.07  (feet) COMP
 PT0390  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 PT0390
 PT0390  VERT ORDER      -  FIRST     CLASS II
 PT0390
 PT0390.The horizontal coordinates were scaled from a map and have
 PT0390.an estimated accuracy of +/- 6 seconds.
 PT0390
 PT0390.The orthometric height was determined by differential leveling and
 PT0390.adjusted by the NATIONAL GEODETIC SURVEY
 PT0390.in June 1991.
 PT0390
 PT0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0390.GEOID18 height accuracy estimate available here.
 PT0390
 PT0390.Click photographs - Photos may exist for this station.
 PT0390
 PT0390.The dynamic height is computed by dividing the NAVD 88
 PT0390.geopotential number by the normal gravity value computed on the
 PT0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0390.degrees latitude (g = 980.6199 gals.).
 PT0390
 PT0390.The modeled gravity was interpolated from observed gravity values.
 PT0390
 PT0390;                    North         East    Units  Estimated Accuracy
 PT0390;SPC SD N     -   103,160.      500,420.      MT  (+/- 180 meters Scaled)
 PT0390
 PT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ212581(NAD 83)
 PT0390
 PT0390                          SUPERSEDED SURVEY CONTROL
 PT0390
 PT0390  NGVD 29 (??/??/92)  608.370  (m)         1995.96   (f) ADJ UNCH    1 2
 PT0390
 PT0390.Superseded values are not recommended for survey control.
 PT0390
 PT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0390.See file dsdata.pdf to determine how the superseded data were derived.
 PT0390
 PT0390_MARKER: DB = BENCH MARK DISK
 PT0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0390_STAMPING: K 72 1934
 PT0390_MARK LOGO: CGS
 PT0390_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0390+STABILITY: SURFACE MOTION
 PT0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0390+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 PT0390
 PT0390  HISTORY     - Date     Condition        Report By
 PT0390  HISTORY     - 1934     MONUMENTED       CGS
 PT0390  HISTORY     - 1952     GOOD             CGS
 PT0390  HISTORY     - 1985     GOOD             NGS
 PT0390  HISTORY     - 20110413 GOOD             INDIV
 PT0390
 PT0390                          STATION DESCRIPTION
 PT0390
 PT0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PT0390'2.1 MI W FROM EAGLE BUTTE.
 PT0390'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0390'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0390'17.7 MILES SOUTH ALONG STATE HIGHWAY 63, AT A CURVE TO THE
 PT0390'EAST, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 PT0390'EAST OF A RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 PT0390'1 FOOT LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 PT0390'POST.
 PT0390
 PT0390                          STATION RECOVERY (1985)
 PT0390
 PT0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0390'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0390'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0390'EAGLE BUTTE, THENCE 29.01 KM (18.03 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0390'AT THE SOUTHEAST END OF A LONG CURVE, 0.68 KM (0.42 MI) SOUTH OF
 PT0390'MILEPOST 150, 81.7 METERS (268 FT) SOUTHWEST OF THE HIGHWAY
 PT0390'CENTERLINE, 57.3 METERS (188 FT) SOUTH-SOUTHWEST OF A FENCE T JUNCTION
 PT0390'IN THE RIGHT-OF-WAY FENCE, 52.0 METERS (170.5 FT) SOUTHWEST OF THE
 PT0390'RIGHT WAY FENCE AND 50.7 METERS (166.5 FT) SOUTH OF AN EAST-WEST
 PT0390'FENCE.
 PT0390'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0390'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PT0390
 PT0390                          STATION RECOVERY (2011)
 PT0390
 PT0390'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0432 ***********************************************************************
 PT0432  DESIGNATION -  K 73
 PT0432  PID         -  PT0432
 PT0432  STATE/COUNTY-  SD/STANLEY
 PT0432  COUNTRY     -  US
 PT0432  USGS QUAD   -  MAY RANCH (2017)
 PT0432
 PT0432                         *CURRENT SURVEY CONTROL
 PT0432  ______________________________________________________________________
 PT0432* NAD 83(1986) POSITION- 44 15 35.     (N) 101 07 39.     (W)   SCALED
 PT0432* NAVD 88 ORTHO HEIGHT -   627.145 (meters)     2057.56  (feet) ADJUSTED
 PT0432  ______________________________________________________________________
 PT0432  GEOID HEIGHT    -        -22.546 (meters)                     GEOID18
 PT0432  DYNAMIC HEIGHT  -        626.980 (meters)     2057.02  (feet) COMP
 PT0432  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 PT0432
 PT0432  VERT ORDER      -  FIRST     CLASS II
 PT0432
 PT0432.The horizontal coordinates were scaled from a map and have
 PT0432.an estimated accuracy of +/- 6 seconds.
 PT0432
 PT0432.The orthometric height was determined by differential leveling and
 PT0432.adjusted by the NATIONAL GEODETIC SURVEY
 PT0432.in June 1991.
 PT0432
 PT0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0432.GEOID18 height accuracy estimate available here.
 PT0432
 PT0432.Click photographs - Photos may exist for this station.
 PT0432
 PT0432.The dynamic height is computed by dividing the NAVD 88
 PT0432.geopotential number by the normal gravity value computed on the
 PT0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0432.degrees latitude (g = 980.6199 gals.).
 PT0432
 PT0432.The modeled gravity was interpolated from observed gravity values.
 PT0432
 PT0432;                    North         East    Units  Estimated Accuracy
 PT0432;SPC SD S     -   214,320.      536,580.      MT  (+/- 180 meters Scaled)
 PT0432
 PT0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ301029(NAD 83)
 PT0432
 PT0432                          SUPERSEDED SURVEY CONTROL
 PT0432
 PT0432  NGVD 29 (??/??/92)  626.725  (m)         2056.18   (f) ADJ UNCH    1 2
 PT0432
 PT0432.Superseded values are not recommended for survey control.
 PT0432
 PT0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0432.See file dsdata.pdf to determine how the superseded data were derived.
 PT0432
 PT0432_MARKER: DB = BENCH MARK DISK
 PT0432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0432_SP_SET: HEADWALL
 PT0432_STAMPING: K 73 1934
 PT0432_MARK LOGO: CGS
 PT0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0432+STABILITY: SURFACE MOTION
 PT0432
 PT0432  HISTORY     - Date     Condition        Report By
 PT0432  HISTORY     - 1934     MONUMENTED       CGS
 PT0432  HISTORY     - 1985     GOOD             NGS
 PT0432
 PT0432                          STATION DESCRIPTION
 PT0432
 PT0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0432'14.2 MI N FROM MIDLAND.
 PT0432'IN STANLEY COUNTY, ABOUT 14.2 MILES NORTH ALONG U.S. HIGHWAY
 PT0432'14 FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT A
 PT0432'CONCRETE BRIDGE OVER A LARGE WASH, IN THE NORTH END OF THE
 PT0432'WEST CONCRETE HEAD WALL, 14 INCHES NORTH OF A PIPE RAILING,
 PT0432'AND ABOUT 2.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 PT0432'STAMPED K 73 1934.
 PT0432
 PT0432                          STATION RECOVERY (1985)
 PT0432
 PT0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0432'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.36 KM
 PT0432'(13.90 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THEIR
 PT0432'JUNCTION AT MIDLAND, IN THE TOP OF THE SOUTH END OF THE NORTHWEST
 PT0432'CONCRETE HEADWALL FOR A BRIDGE IN THE OLD HIGHWAY BED, 0.43 KM (0.27
 PT0432'MI) NORTH OF MILEPOST 182, 41.8 METERS (137 FT) EAST OF THE HIGHWAY
 PT0432'CENTERLINE, 3.2 METERS (10.5 FT) WEST OF THE CENTER OF THE OLD HIGHWAY
 PT0432'BED AND 0.5 METER (1.5 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 PT0432'THE MARK IS 1.0 M ABOVE THE OLD HIGHWAY BED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0292 ***********************************************************************
 PT0292  DESIGNATION -  K 74
 PT0292  PID         -  PT0292
 PT0292  STATE/COUNTY-  SD/STANLEY
 PT0292  COUNTRY     -  US
 PT0292  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0292
 PT0292                         *CURRENT SURVEY CONTROL
 PT0292  ______________________________________________________________________
 PT0292* NAD 83(1986) POSITION- 44 24 02.51   (N) 100 31 22.33   (W)   HD_HELD1
 PT0292* NAVD 88 ORTHO HEIGHT -   512.722 (meters)     1682.16  (feet) ADJUSTED
 PT0292  ______________________________________________________________________
 PT0292  GEOID HEIGHT    -        -23.201 (meters)                     GEOID18
 PT0292  DYNAMIC HEIGHT  -        512.611 (meters)     1681.79  (feet) COMP
 PT0292  MODELED GRAVITY -    980,385.7   (mgal)                       NAVD 88
 PT0292
 PT0292  VERT ORDER      -  FIRST     CLASS II
 PT0292
 PT0292.The horizontal coordinates were determined by differentially corrected
 PT0292.hand held GPS observations or other comparable positioning techniques
 PT0292.and have an estimated accuracy of +/- 3 meters.
 PT0292
 PT0292.The orthometric height was determined by differential leveling and
 PT0292.adjusted by the NATIONAL GEODETIC SURVEY
 PT0292.in June 1991.
 PT0292
 PT0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0292.GEOID18 height accuracy estimate available here.
 PT0292
 PT0292.Click photographs - Photos may exist for this station.
 PT0292
 PT0292.The dynamic height is computed by dividing the NAVD 88
 PT0292.geopotential number by the normal gravity value computed on the
 PT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0292.degrees latitude (g = 980.6199 gals.).
 PT0292
 PT0292.The modeled gravity was interpolated from observed gravity values.
 PT0292
 PT0292;                    North         East    Units  Estimated Accuracy
 PT0292;SPC SD S     -   229,694.3     584,900.7     MT  (+/- 3 meters HH1 GPS) 
 PT0292
 PT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7872917506(NAD 83)
 PT0292
 PT0292                          SUPERSEDED SURVEY CONTROL
 PT0292
 PT0292  NGVD 29 (??/??/92)  512.326  (m)         1680.86   (f) ADJ UNCH    1 2
 PT0292
 PT0292.Superseded values are not recommended for survey control.
 PT0292
 PT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0292.See file dsdata.pdf to determine how the superseded data were derived.
 PT0292
 PT0292_MARKER: DB = BENCH MARK DISK
 PT0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0292_SP_SET: CULVERT HEADWALL
 PT0292_STAMPING: K 74 1934
 PT0292_MARK LOGO: CGS
 PT0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0292+STABILITY: SURFACE MOTION
 PT0292
 PT0292  HISTORY     - Date     Condition        Report By
 PT0292  HISTORY     - 1934     MONUMENTED       CGS
 PT0292  HISTORY     - 1949     GOOD             CGS
 PT0292
 PT0292                          STATION DESCRIPTION
 PT0292
 PT0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0292'9 MI NW FROM FORT PIERRE.
 PT0292'9.0 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0292'COURTHOUSE AT FORT PIERRE, WEST OF AND AT THE FOOT OF A LONG
 PT0292'HILL, 0.1 MILE EAST OF THE MISSION RIDGE ROAD JUNCTION, 15 FEET
 PT0292'NORTH OF THE CENTER LINE OF ROAD, SET IN THE CENTER OF THE NORTH
 PT0292'HEADWALL OF A 9.0 FOOT CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0406 ***********************************************************************
 PT0406  DESIGNATION -  K 75
 PT0406  PID         -  PT0406
 PT0406  STATE/COUNTY-  SD/HAAKON
 PT0406  COUNTRY     -  US
 PT0406  USGS QUAD   -  CARLIN FLAT (2017)
 PT0406
 PT0406                         *CURRENT SURVEY CONTROL
 PT0406  ______________________________________________________________________
 PT0406* NAD 83(1986) POSITION- 44 37 58.50   (N) 101 16 14.57   (W)   HD_HELD1
 PT0406* NAVD 88 ORTHO HEIGHT -   646.230 (meters)     2120.17  (feet) ADJUSTED
 PT0406  ______________________________________________________________________
 PT0406  GEOID HEIGHT    -        -21.790 (meters)                     GEOID18
 PT0406  DYNAMIC HEIGHT  -        646.089 (meters)     2119.71  (feet) COMP
 PT0406  MODELED GRAVITY -    980,377.9   (mgal)                       NAVD 88
 PT0406
 PT0406  VERT ORDER      -  SECOND    CLASS 0
 PT0406
 PT0406.The horizontal coordinates were determined by differentially corrected
 PT0406.hand held GPS observations or other comparable positioning techniques
 PT0406.and have an estimated accuracy of +/- 3 meters.
 PT0406
 PT0406.The orthometric height was determined by differential leveling and
 PT0406.adjusted by the NATIONAL GEODETIC SURVEY
 PT0406.in June 1991.
 PT0406
 PT0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0406.GEOID18 height accuracy estimate available here.
 PT0406
 PT0406.Click photographs - Photos may exist for this station.
 PT0406
 PT0406.The dynamic height is computed by dividing the NAVD 88
 PT0406.geopotential number by the normal gravity value computed on the
 PT0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0406.degrees latitude (g = 980.6199 gals.).
 PT0406
 PT0406.The modeled gravity was interpolated from observed gravity values.
 PT0406
 PT0406;                    North         East    Units  Estimated Accuracy
 PT0406;SPC SD S     -   255,902.4     525,616.9     MT  (+/- 3 meters HH1 GPS) 
 PT0406
 PT0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1989344681(NAD 83)
 PT0406
 PT0406                          SUPERSEDED SURVEY CONTROL
 PT0406
 PT0406  NGVD 29 (??/??/92)  645.765  (m)         2118.65   (f) ADJ UNCH    2 0
 PT0406
 PT0406.Superseded values are not recommended for survey control.
 PT0406
 PT0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0406.See file dsdata.pdf to determine how the superseded data were derived.
 PT0406
 PT0406_MARKER: DB = BENCH MARK DISK
 PT0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0406_STAMPING: K 75 1934
 PT0406_MARK LOGO: CGS
 PT0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0406+STABILITY: SURFACE MOTION
 PT0406
 PT0406  HISTORY     - Date     Condition        Report By
 PT0406  HISTORY     - 1934     MONUMENTED       CGS
 PT0406
 PT0406                          STATION DESCRIPTION
 PT0406
 PT0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0406'13.7 MI NE FROM CHERRY CREEK.
 PT0406'13.7 MILES NORTHEAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE
 PT0406'AT CHERRY CREEK, HAAKON COUNTY, 5.9 MILES SOUTHWEST OF THE BRIDGE
 PT0406'ON STATE HIGHWAY 63 OVER CHEYENNE RIVER, 400 FEET NORTH OF A
 PT0406'FARMHOUSE, 24 FEET NORTH OF THE CENTERLINE OF A GATEWAY, 45 FEET
 PT0406'EAST OF THE CENTERLINE OF THE ROAD, LEVEL WITH THE ROAD, AND SET
 PT0406'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0331 ***********************************************************************
 PT0331  DESIGNATION -  K 76
 PT0331  PID         -  PT0331
 PT0331  STATE/COUNTY-  SD/JONES
 PT0331  COUNTRY     -  US
 PT0331  USGS QUAD   -  CAPA (2017)
 PT0331
 PT0331                         *CURRENT SURVEY CONTROL
 PT0331  ______________________________________________________________________
 PT0331* NAD 83(1986) POSITION- 44 06 58.47   (N) 100 54 44.94   (W)   HD_HELD1
 PT0331* NAVD 88 ORTHO HEIGHT -   532.705 (meters)     1747.72  (feet) ADJUSTED
 PT0331  ______________________________________________________________________
 PT0331  GEOID HEIGHT    -        -23.356 (meters)                     GEOID18
 PT0331  DYNAMIC HEIGHT  -        532.564 (meters)     1747.25  (feet) COMP
 PT0331  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 PT0331
 PT0331  VERT ORDER      -  SECOND    CLASS 0
 PT0331
 PT0331.The horizontal coordinates were determined by differentially corrected
 PT0331.hand held GPS observations or other comparable positioning techniques
 PT0331.and have an estimated accuracy of +/- 3 meters.
 PT0331
 PT0331.The orthometric height was determined by differential leveling and
 PT0331.adjusted by the NATIONAL GEODETIC SURVEY
 PT0331.in June 1991.
 PT0331
 PT0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0331.GEOID18 height accuracy estimate available here.
 PT0331
 PT0331.Click photographs - Photos may exist for this station.
 PT0331
 PT0331.The dynamic height is computed by dividing the NAVD 88
 PT0331.geopotential number by the normal gravity value computed on the
 PT0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0331.degrees latitude (g = 980.6199 gals.).
 PT0331
 PT0331.The modeled gravity was interpolated from observed gravity values.
 PT0331
 PT0331;                    North         East    Units  Estimated Accuracy
 PT0331;SPC SD S     -   198,231.7     553,642.3     MT  (+/- 3 meters HH1 GPS) 
 PT0331
 PT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4696786561(NAD 83)
 PT0331
 PT0331                          SUPERSEDED SURVEY CONTROL
 PT0331
 PT0331  NGVD 29 (??/??/92)  532.277  (m)         1746.31   (f) ADJ UNCH    2 0
 PT0331
 PT0331.Superseded values are not recommended for survey control.
 PT0331
 PT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0331.See file dsdata.pdf to determine how the superseded data were derived.
 PT0331
 PT0331_MARKER: DB = BENCH MARK DISK
 PT0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0331_STAMPING: K 76 1934
 PT0331_MARK LOGO: CGS
 PT0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0331+STABILITY: SURFACE MOTION
 PT0331
 PT0331  HISTORY     - Date     Condition        Report By
 PT0331  HISTORY     - 1934     MONUMENTED       CGS
 PT0331
 PT0331                          STATION DESCRIPTION
 PT0331
 PT0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0331'3.5 MI E FROM CAPA.
 PT0331'3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0331'THE STATION AT CAPA, JONES COUNTY, AT MILEPOST 520, 108 FEET
 PT0331'SOUTH OF THE CENTERLINE OF THE TRACK, 1 FOOT NORTH OF A FENCE,
 PT0331'OPPOSITE A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 PT0331'STANDARD DISK, STAMPED K 76 1934 AND SET IN THE TOP OF A CONCRETE
 PT0331'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0381 ***********************************************************************
 OR0381  DESIGNATION -  K 78
 OR0381  PID         -  OR0381
 OR0381  STATE/COUNTY-  SD/BRULE
 OR0381  COUNTRY     -  US
 OR0381  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0381
 OR0381                         *CURRENT SURVEY CONTROL
 OR0381  ______________________________________________________________________
 OR0381* NAD 83(1986) POSITION- 43 44 42.     (N) 098 58 25.     (W)   SCALED
 OR0381* NAVD 88 ORTHO HEIGHT -   538.848 (meters)     1767.87  (feet) ADJUSTED
 OR0381  ______________________________________________________________________
 OR0381  GEOID HEIGHT    -        -25.750 (meters)                     GEOID18
 OR0381  DYNAMIC HEIGHT  -        538.698 (meters)     1767.38  (feet) COMP
 OR0381  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 OR0381
 OR0381  VERT ORDER      -  SECOND    CLASS 0
 OR0381
 OR0381.The horizontal coordinates were scaled from a map and have
 OR0381.an estimated accuracy of +/- 6 seconds.
 OR0381
 OR0381.The orthometric height was determined by differential leveling and
 OR0381.adjusted by the NATIONAL GEODETIC SURVEY
 OR0381.in June 1991.
 OR0381
 OR0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0381.GEOID18 height accuracy estimate available here.
 OR0381
 OR0381.Click photographs - Photos may exist for this station.
 OR0381
 OR0381.The dynamic height is computed by dividing the NAVD 88
 OR0381.geopotential number by the normal gravity value computed on the
 OR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0381.degrees latitude (g = 980.6199 gals.).
 OR0381
 OR0381.The modeled gravity was interpolated from observed gravity values.
 OR0381
 OR0381;                    North         East    Units  Estimated Accuracy
 OR0381;SPC SD S     -   157,720.      709,510.      MT  (+/- 180 meters Scaled)
 OR0381
 OR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP021435(NAD 83)
 OR0381
 OR0381                          SUPERSEDED SURVEY CONTROL
 OR0381
 OR0381  NGVD 29 (??/??/92)  538.48   (m)         1766.7    (f) COMPUTED    2 0
 OR0381
 OR0381.Superseded values are not recommended for survey control.
 OR0381
 OR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0381.See file dsdata.pdf to determine how the superseded data were derived.
 OR0381
 OR0381_MARKER: DB = BENCH MARK DISK
 OR0381_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0381_SP_SET: CULVERT HEADWALL
 OR0381_STAMPING: K 78 1934
 OR0381_MARK LOGO: CGS
 OR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0381+STABILITY: SURFACE MOTION
 OR0381
 OR0381  HISTORY     - Date     Condition        Report By
 OR0381  HISTORY     - 1934     MONUMENTED       CGS
 OR0381
 OR0381                          STATION DESCRIPTION
 OR0381
 OR0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0381'0.8 MI W FROM KIMBALL.
 OR0381'0.75 MILE WEST OF ST. MARGARETS CHURCH AT KIMBALL.  ALONG STATE
 OR0381'HIGHWAY 45 AT JUNCTION WITH U.S. HIGHWAY 16.  AT 18 FOOT
 OR0381'CONCRETE PIPE CULVERT, 25 FEET EAST OF POINT OF INTERSECTION,
 OR0381'20 FEET SOUTH OF CENTER LINE OF HIGHWAY 16, 6 FEET EAST OF
 OR0381'TWIN 24 FOOT CONCRETE PIPE CULVERT.  SET IN WEST END OF SOUTH
 OR0381'HEADWALL, 1 FOOT BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0382 ***********************************************************************
 OR0382  DESIGNATION -  K 78 RESET
 OR0382  PID         -  OR0382
 OR0382  STATE/COUNTY-  SD/BRULE
 OR0382  COUNTRY     -  US
 OR0382  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0382
 OR0382                         *CURRENT SURVEY CONTROL
 OR0382  ______________________________________________________________________
 OR0382* NAD 83(1986) POSITION- 43 44 42.     (N) 098 58 26.     (W)   SCALED
 OR0382* NAVD 88 ORTHO HEIGHT -   538.63  (+/-2cm)     1767.2   (feet) VERTCON3
 OR0382  ______________________________________________________________________
 OR0382  GEOID HEIGHT    -        -25.750 (meters)                     GEOID18
 OR0382  VERT ORDER      -  THIRD (See Below)
 OR0382
 OR0382.The horizontal coordinates were scaled from a map and have
 OR0382.an estimated accuracy of +/- 6 seconds.
 OR0382
 OR0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0382
 OR0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0382.GEOID18 height accuracy estimate available here.
 OR0382
 OR0382.The vertical order pertains to the NGVD 29 superseded value.
 OR0382
 OR0382.Click photographs - Photos may exist for this station.
 OR0382
 OR0382;                    North         East    Units  Estimated Accuracy
 OR0382;SPC SD S     -   157,720.      709,490.      MT  (+/- 180 meters Scaled)
 OR0382
 OR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP021435(NAD 83)
 OR0382
 OR0382                          SUPERSEDED SURVEY CONTROL
 OR0382
 OR0382  NGVD 29 (??/??/??)  538.26   (m)         1765.9    (f) RESET       3  
 OR0382
 OR0382.Superseded values are not recommended for survey control.
 OR0382
 OR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0382.See file dsdata.pdf to determine how the superseded data were derived.
 OR0382
 OR0382_MARKER: DB = BENCH MARK DISK
 OR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0382_STAMPING: K 78 RESET 1936
 OR0382_MARK LOGO: CGS
 OR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0382+STABILITY: SURFACE MOTION
 OR0382
 OR0382  HISTORY     - Date     Condition        Report By
 OR0382  HISTORY     - 1936     MONUMENTED       SDHD
 OR0382  HISTORY     - 1937     GOOD             CGS
 OR0382  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0382
 OR0382                          STATION DESCRIPTION
 OR0382
 OR0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 OR0382'0.8 MI W FROM KIMBALL.
 OR0382'0.8 MILE WEST ALONG STATE HIGHWAY 45 FROM ST. MARGARETS CHURCH
 OR0382'AT KIMBALL, AT THE JUNCTION OF U.S. HIGHWWAY 16, 243 FEET
 OR0382'EAST THENCE 50 FEET NORTH OF THE NORTHWEST CORNER OF SECTION 10,
 OR0382'T 103 N, R 68 W OF THE FIFTH P.M.
 OR0382
 OR0382                          STATION RECOVERY (1991)
 OR0382
 OR0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0382'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0154 ***********************************************************************
 PS0154  DESIGNATION -  K 79
 PS0154  PID         -  PS0154
 PS0154  STATE/COUNTY-  SD/HAND
 PS0154  COUNTRY     -  US
 PS0154  USGS QUAD   -  VAYLAND SW (2017)
 PS0154
 PS0154                         *CURRENT SURVEY CONTROL
 PS0154  ______________________________________________________________________
 PS0154* NAD 83(1986) POSITION- 44 17 00.06   (N) 098 59 01.42   (W)   HD_HELD1
 PS0154* NAVD 88 ORTHO HEIGHT -   551.613 (meters)     1809.75  (feet) ADJUSTED
 PS0154  ______________________________________________________________________
 PS0154  GEOID HEIGHT    -        -24.679 (meters)                     GEOID18
 PS0154  DYNAMIC HEIGHT  -        551.488 (meters)     1809.34  (feet) COMP
 PS0154  MODELED GRAVITY -    980,375.2   (mgal)                       NAVD 88
 PS0154
 PS0154  VERT ORDER      -  SECOND    CLASS 0
 PS0154
 PS0154.The horizontal coordinates were determined by differentially corrected
 PS0154.hand held GPS observations or other comparable positioning techniques
 PS0154.and have an estimated accuracy of +/- 3 meters.
 PS0154
 PS0154.The orthometric height was determined by differential leveling and
 PS0154.adjusted by the NATIONAL GEODETIC SURVEY
 PS0154.in June 1991.
 PS0154
 PS0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0154.GEOID18 height accuracy estimate available here.
 PS0154
 PS0154.Click photographs - Photos may exist for this station.
 PS0154
 PS0154.The dynamic height is computed by dividing the NAVD 88
 PS0154.geopotential number by the normal gravity value computed on the
 PS0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0154.degrees latitude (g = 980.6199 gals.).
 PS0154
 PS0154.The modeled gravity was interpolated from observed gravity values.
 PS0154
 PS0154;                    North         East    Units  Estimated Accuracy
 PS0154;SPC SD N     -    50,516.6     681,122.6     MT  (+/- 3 meters HH1 GPS) 
 PS0154
 PS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0129803344(NAD 83)
 PS0154
 PS0154                          SUPERSEDED SURVEY CONTROL
 PS0154
 PS0154  NGVD 29 (??/??/92)  551.244  (m)         1808.54   (f) ADJ UNCH    2 0
 PS0154
 PS0154.Superseded values are not recommended for survey control.
 PS0154
 PS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0154.See file dsdata.pdf to determine how the superseded data were derived.
 PS0154
 PS0154_MARKER: DB = BENCH MARK DISK
 PS0154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0154_SP_SET: CULVERT HEADWALL
 PS0154_STAMPING: K 79 1934
 PS0154_MARK LOGO: CGS
 PS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0154+STABILITY: SURFACE MOTION
 PS0154
 PS0154  HISTORY     - Date     Condition        Report By
 PS0154  HISTORY     - 1934     MONUMENTED       CGS
 PS0154  HISTORY     - 1952     GOOD             CGS
 PS0154
 PS0154                          STATION DESCRIPTION
 PS0154
 PS0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PS0154'16.4 MI S FROM MILLER.
 PS0154'16.4 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0154'AT MILLER, HAND COUNTY, ABOUT 120 FEET SOUTH OF A T-FENCE RUNNING
 PS0154'WEST, AT 20-FOOT REINFORCED CONCRETE-BOX CULVERT LL E 3 1, IN
 PS0154'THE NORTH END OF THE WEST CONCRETE HEADWALL, AND 3.5 FEET ABOVE
 PS0154'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 79 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0767 ***********************************************************************
 OR0767  DESIGNATION -  K 8
 OR0767  PID         -  OR0767
 OR0767  STATE/COUNTY-  SD/LYMAN
 OR0767  COUNTRY     -  US
 OR0767  USGS QUAD   -  KENNEBEC (2017)
 OR0767
 OR0767                         *CURRENT SURVEY CONTROL
 OR0767  ______________________________________________________________________
 OR0767* NAD 83(1986) POSITION- 43 54 08.     (N) 099 51 24.     (W)   SCALED
 OR0767* NAVD 88 ORTHO HEIGHT -   515.338 (meters)     1690.74  (feet) ADJUSTED
 OR0767  ______________________________________________________________________
 OR0767  GEOID HEIGHT    -        -25.300 (meters)                     GEOID18
 OR0767  DYNAMIC HEIGHT  -        515.187 (meters)     1690.24  (feet) COMP
 OR0767  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 OR0767
 OR0767  VERT ORDER      -  FIRST     CLASS II
 OR0767
 OR0767.The horizontal coordinates were scaled from a map and have
 OR0767.an estimated accuracy of +/- 6 seconds.
 OR0767
 OR0767.The orthometric height was determined by differential leveling and
 OR0767.adjusted by the NATIONAL GEODETIC SURVEY
 OR0767.in June 1991.
 OR0767
 OR0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0767.GEOID18 height accuracy estimate available here.
 OR0767
 OR0767.Click photographs - Photos may exist for this station.
 OR0767
 OR0767.The dynamic height is computed by dividing the NAVD 88
 OR0767.geopotential number by the normal gravity value computed on the
 OR0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0767.degrees latitude (g = 980.6199 gals.).
 OR0767
 OR0767.The modeled gravity was interpolated from observed gravity values.
 OR0767
 OR0767;                    North         East    Units  Estimated Accuracy
 OR0767;SPC SD S     -   174,400.      638,290.      MT  (+/- 180 meters Scaled)
 OR0767
 OR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP312613(NAD 83)
 OR0767
 OR0767                          SUPERSEDED SURVEY CONTROL
 OR0767
 OR0767  NGVD 29 (??/??/92)  514.956  (m)         1689.48   (f) ADJ UNCH    1 2
 OR0767
 OR0767.Superseded values are not recommended for survey control.
 OR0767
 OR0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0767.See file dsdata.pdf to determine how the superseded data were derived.
 OR0767
 OR0767_MARKER: DB = BENCH MARK DISK
 OR0767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0767_SP_SET: STEP
 OR0767_STAMPING: 1689.485 K 8 1925
 OR0767_MARK LOGO: CGS
 OR0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0767
 OR0767  HISTORY     - Date     Condition        Report By
 OR0767  HISTORY     - 1925     MONUMENTED       CGS
 OR0767  HISTORY     - 1935     GOOD             CGS
 OR0767
 OR0767                          STATION DESCRIPTION
 OR0767
 OR0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0767'AT KENNEBEC.
 OR0767'AT KENNEBEC, LYMAN COUNTY, AT THE WEST ENTRANCE TO THE BRICK
 OR0767'SCHOOL BUILDING, 3 FEET SOUTH OF THE CENTER OF THE DOORWAY, AND
 OR0767'IN THE TOP OF THE SOUTHEAST CORNER OF THE TOP STEP.  A STANDARD
 OR0767'DISK, STAMPED K 8 1925.
 OR0767
 OR0767                          STATION RECOVERY (1935)
 OR0767
 OR0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2090 ***********************************************************************
 PU2090  DESIGNATION -  K 8 B 1
 PU2090  PID         -  PU2090
 PU2090  STATE/COUNTY-  SD/LAWRENCE
 PU2090  COUNTRY     -  US
 PU2090  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2090
 PU2090                         *CURRENT SURVEY CONTROL
 PU2090  ______________________________________________________________________
 PU2090* NAD 83(1986) POSITION- 44 31 33.     (N) 103 56 07.     (W)   SCALED
 PU2090* NAVD 88 ORTHO HEIGHT -  1110.583 (meters)     3643.64  (feet) ADJUSTED
 PU2090  ______________________________________________________________________
 PU2090  GEOID HEIGHT    -        -14.612 (meters)                     GEOID18
 PU2090  DYNAMIC HEIGHT  -       1110.208 (meters)     3642.41  (feet) COMP
 PU2090  MODELED GRAVITY -    980,241.8   (mgal)                       NAVD 88
 PU2090
 PU2090  VERT ORDER      -  SECOND    CLASS 0
 PU2090
 PU2090.The horizontal coordinates were scaled from a map and have
 PU2090.an estimated accuracy of +/- 6 seconds.
 PU2090
 PU2090.The orthometric height was determined by differential leveling and
 PU2090.adjusted by the NATIONAL GEODETIC SURVEY
 PU2090.in June 1991.
 PU2090
 PU2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2090.GEOID18 height accuracy estimate available here.
 PU2090
 PU2090.Click photographs - Photos may exist for this station.
 PU2090
 PU2090.The dynamic height is computed by dividing the NAVD 88
 PU2090.geopotential number by the normal gravity value computed on the
 PU2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2090.degrees latitude (g = 980.6199 gals.).
 PU2090
 PU2090.The modeled gravity was interpolated from observed gravity values.
 PU2090
 PU2090;                    North         East    Units  Estimated Accuracy
 PU2090;SPC SD N     -    84,550.      287,300.      MT  (+/- 180 meters Scaled)
 PU2090
 PU2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK846308(NAD 83)
 PU2090
 PU2090                          SUPERSEDED SURVEY CONTROL
 PU2090
 PU2090  NGVD 29 (??/??/92) 1110.02   (m)         3641.8    (f) COMPUTED    2 0
 PU2090
 PU2090.Superseded values are not recommended for survey control.
 PU2090
 PU2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2090.See file dsdata.pdf to determine how the superseded data were derived.
 PU2090
 PU2090_MARKER: Z = SEE DESCRIPTION
 PU2090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2090_SP_SET: PIER
 PU2090_STAMPING: K 8 B 1
 PU2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2090
 PU2090  HISTORY     - Date     Condition        Report By
 PU2090  HISTORY     - UNK      MONUMENTED       USAF
 PU2090  HISTORY     - 1962     GOOD             CGS
 PU2090
 PU2090                          STATION DESCRIPTION
 PU2090
 PU2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2090'6 MI NW FROM SPEARFISH.
 PU2090'0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU2090'SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY 85,
 PU2090'THENCE 4.95 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14, THENCE
 PU2090'0.35 MILE NORTHWEST ACROSS COUNTRY, IN A CULTIVATED FIELD, CENTER
 PU2090'OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER
 PU2090'WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2091 ***********************************************************************
 PU2091  DESIGNATION -  K 8 B 2
 PU2091  PID         -  PU2091
 PU2091  STATE/COUNTY-  SD/LAWRENCE
 PU2091  COUNTRY     -  US
 PU2091  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2091
 PU2091                         *CURRENT SURVEY CONTROL
 PU2091  ______________________________________________________________________
 PU2091* NAD 83(1986) POSITION- 44 31 33.     (N) 103 55 51.     (W)   SCALED
 PU2091* NAVD 88 ORTHO HEIGHT -  1106.704 (meters)     3630.91  (feet) ADJUSTED
 PU2091  ______________________________________________________________________
 PU2091  GEOID HEIGHT    -        -14.621 (meters)                     GEOID18
 PU2091  DYNAMIC HEIGHT  -       1106.331 (meters)     3629.69  (feet) COMP
 PU2091  MODELED GRAVITY -    980,242.8   (mgal)                       NAVD 88
 PU2091
 PU2091  VERT ORDER      -  SECOND    CLASS 0
 PU2091
 PU2091.The horizontal coordinates were scaled from a map and have
 PU2091.an estimated accuracy of +/- 6 seconds.
 PU2091
 PU2091.The orthometric height was determined by differential leveling and
 PU2091.adjusted by the NATIONAL GEODETIC SURVEY
 PU2091.in June 1991.
 PU2091
 PU2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2091.GEOID18 height accuracy estimate available here.
 PU2091
 PU2091.Click photographs - Photos may exist for this station.
 PU2091
 PU2091.The dynamic height is computed by dividing the NAVD 88
 PU2091.geopotential number by the normal gravity value computed on the
 PU2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2091.degrees latitude (g = 980.6199 gals.).
 PU2091
 PU2091.The modeled gravity was interpolated from observed gravity values.
 PU2091
 PU2091;                    North         East    Units  Estimated Accuracy
 PU2091;SPC SD N     -    84,540.      287,650.      MT  (+/- 180 meters Scaled)
 PU2091
 PU2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK849308(NAD 83)
 PU2091
 PU2091                          SUPERSEDED SURVEY CONTROL
 PU2091
 PU2091  NGVD 29 (??/??/92) 1106.14   (m)         3629.1    (f) COMPUTED    2 0
 PU2091
 PU2091.Superseded values are not recommended for survey control.
 PU2091
 PU2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2091.See file dsdata.pdf to determine how the superseded data were derived.
 PU2091
 PU2091_MARKER: Z = SEE DESCRIPTION
 PU2091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2091_SP_SET: PIER
 PU2091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2091
 PU2091  HISTORY     - Date     Condition        Report By
 PU2091  HISTORY     - UNK      MONUMENTED       USAF
 PU2091  HISTORY     - 1962     GOOD             CGS
 PU2091
 PU2091                          STATION DESCRIPTION
 PU2091
 PU2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2091'5.8 MI NW FROM SPEARFISH.
 PU2091'0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU2091'SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY 85,
 PU2091'THENCE 4.95 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14, THENCE
 PU2091'0.25 MILE NORTH ACROSS COUNTRY, 0.25 MILE NORTHEAST OF BENCH
 PU2091'MARK D 376, 0.1 MILE NORTHWEST OF A FARMHOUSE, IN A CULTIVATED
 PU2091'FIELD, 61 YARDS WEST OF A T JUNCTION FENCE CORNER, CENTER OF TRIBRACH
 PU2091'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS
 PU2091'4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0280 ***********************************************************************
 PS0280  DESIGNATION -  K 80
 PS0280  PID         -  PS0280
 PS0280  STATE/COUNTY-  SD/HAND
 PS0280  COUNTRY     -  US
 PS0280  USGS QUAD   -  MIRANDA (2017)
 PS0280
 PS0280                         *CURRENT SURVEY CONTROL
 PS0280  ______________________________________________________________________
 PS0280* NAD 83(1986) POSITION- 44 53 41.     (N) 098 59 16.     (W)   SCALED
 PS0280* NAVD 88 ORTHO HEIGHT -   445.487 (meters)     1461.57  (feet) ADJUSTED
 PS0280  ______________________________________________________________________
 PS0280  GEOID HEIGHT    -        -24.003 (meters)                     GEOID18
 PS0280  DYNAMIC HEIGHT  -        445.427 (meters)     1461.37  (feet) COMP
 PS0280  MODELED GRAVITY -    980,469.2   (mgal)                       NAVD 88
 PS0280
 PS0280  VERT ORDER      -  SECOND    CLASS 0
 PS0280
 PS0280.The horizontal coordinates were scaled from a map and have
 PS0280.an estimated accuracy of +/- 6 seconds.
 PS0280
 PS0280.The orthometric height was determined by differential leveling and
 PS0280.adjusted by the NATIONAL GEODETIC SURVEY
 PS0280.in June 1991.
 PS0280
 PS0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0280.GEOID18 height accuracy estimate available here.
 PS0280
 PS0280.Click photographs - Photos may exist for this station.
 PS0280
 PS0280.The dynamic height is computed by dividing the NAVD 88
 PS0280.geopotential number by the normal gravity value computed on the
 PS0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0280.degrees latitude (g = 980.6199 gals.).
 PS0280
 PS0280.The modeled gravity was interpolated from observed gravity values.
 PS0280
 PS0280;                    North         East    Units  Estimated Accuracy
 PS0280;SPC SD N     -   118,440.      679,950.      MT  (+/- 180 meters Scaled)
 PS0280
 PS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009712(NAD 83)
 PS0280
 PS0280                          SUPERSEDED SURVEY CONTROL
 PS0280
 PS0280  NGVD 29 (??/??/92)  445.163  (m)         1460.51   (f) ADJ UNCH    2 0
 PS0280
 PS0280.Superseded values are not recommended for survey control.
 PS0280
 PS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0280.See file dsdata.pdf to determine how the superseded data were derived.
 PS0280
 PS0280_MARKER: DB = BENCH MARK DISK
 PS0280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0280_SP_SET: CULVERT HEADWALL
 PS0280_STAMPING: K 80 1934
 PS0280_MARK LOGO: CGS
 PS0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0280+STABILITY: SURFACE MOTION
 PS0280
 PS0280  HISTORY     - Date     Condition        Report By
 PS0280  HISTORY     - 1934     MONUMENTED       CGS
 PS0280  HISTORY     - 1934     GOOD             CGS
 PS0280  HISTORY     - 19960601 MARK NOT FOUND   NGS
 PS0280  HISTORY     - 19960710 MARK NOT FOUND   NGS
 PS0280
 PS0280                          STATION DESCRIPTION
 PS0280
 PS0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0280'26 MI N FROM MILLER.
 PS0280'ALONG STATE HIGHWAY 45, 350 YARDS SOUTH OF JUNCTION WITH U.S.
 PS0280'HIGHWAY 212.  AT 24 FOOT CONCRETE PIPE CULVERT.  SET IN SOUTH END
 PS0280'OF WEST HEADWALL, 1 FOOT ABOVE LEVEL OF ROAD.
 PS0280
 PS0280                          STATION RECOVERY (1996)
 PS0280
 PS0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0280'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 PS0280
 PS0280                          STATION RECOVERY (1996)
 PS0280
 PS0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0280'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0281 ***********************************************************************
 PS0281  DESIGNATION -  K 80 RESET
 PS0281  PID         -  PS0281
 PS0281  STATE/COUNTY-  SD/HAND
 PS0281  COUNTRY     -  US
 PS0281  USGS QUAD   -  MIRANDA (2017)
 PS0281
 PS0281                         *CURRENT SURVEY CONTROL
 PS0281  ______________________________________________________________________
 PS0281* NAD 83(1986) POSITION- 44 53 41.     (N) 098 59 16.     (W)   SCALED
 PS0281* NAVD 88 ORTHO HEIGHT -   445.01  (+/-2cm)     1460.0   (feet) VERTCON3
 PS0281  ______________________________________________________________________
 PS0281  GEOID HEIGHT    -        -24.003 (meters)                     GEOID18
 PS0281  VERT ORDER      -  THIRD (See Below)
 PS0281
 PS0281.The horizontal coordinates were scaled from a map and have
 PS0281.an estimated accuracy of +/- 6 seconds.
 PS0281
 PS0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0281
 PS0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0281.GEOID18 height accuracy estimate available here.
 PS0281
 PS0281.The vertical order pertains to the NGVD 29 superseded value.
 PS0281
 PS0281.Click photographs - Photos may exist for this station.
 PS0281
 PS0281;                    North         East    Units  Estimated Accuracy
 PS0281;SPC SD N     -   118,440.      679,950.      MT  (+/- 180 meters Scaled)
 PS0281
 PS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009712(NAD 83)
 PS0281
 PS0281                          SUPERSEDED SURVEY CONTROL
 PS0281
 PS0281  NGVD 29 (??/??/??)  444.68   (m)         1458.9    (f) RESET       3  
 PS0281
 PS0281.Superseded values are not recommended for survey control.
 PS0281
 PS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0281.See file dsdata.pdf to determine how the superseded data were derived.
 PS0281
 PS0281_MARKER: DB = BENCH MARK DISK
 PS0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0281_STAMPING: K 80 RESET 1947
 PS0281_MARK LOGO: CGS
 PS0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0281+STABILITY: SURFACE MOTION
 PS0281
 PS0281  HISTORY     - Date     Condition        Report By
 PS0281  HISTORY     - 1947     MONUMENTED       CGS
 PS0281  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0281
 PS0281                          STATION DESCRIPTION
 PS0281
 PS0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 PS0281'26 MI N FROM MILLER.
 PS0281'26.0 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0281'AT MILLER, HAND COUNTY, ABOUT 350 YARDS SOUTH OF THE JUNCTION
 PS0281'OF U.S. HIGHWAY 212, AT SURVEY STATION 8+00, AND 47 FEET EAST
 PS0281'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 80
 PS0281'RESET 1947 AND SET IN THE TOP OF A CONCRETE POST.
 PS0281
 PS0281                          STATION RECOVERY (1965)
 PS0281
 PS0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0208 ***********************************************************************
 PS0208  DESIGNATION -  K 81
 PS0208  PID         -  PS0208
 PS0208  STATE/COUNTY-  SD/JERAULD
 PS0208  COUNTRY     -  US
 PS0208  USGS QUAD   -  WESSINGTON SPRINGS (2017)
 PS0208
 PS0208                         *CURRENT SURVEY CONTROL
 PS0208  ______________________________________________________________________
 PS0208* NAD 83(1986) POSITION- 44 05 20.     (N) 098 34 08.     (W)   SCALED
 PS0208* NAVD 88 ORTHO HEIGHT -   490.177 (meters)     1608.19  (feet) ADJUSTED
 PS0208  ______________________________________________________________________
 PS0208  GEOID HEIGHT    -        -25.265 (meters)                     GEOID18
 PS0208  DYNAMIC HEIGHT  -        490.068 (meters)     1607.83  (feet) COMP
 PS0208  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 PS0208
 PS0208  VERT ORDER      -  SECOND    CLASS 0
 PS0208
 PS0208.The horizontal coordinates were scaled from a map and have
 PS0208.an estimated accuracy of +/- 6 seconds.
 PS0208
 PS0208.The orthometric height was determined by differential leveling and
 PS0208.adjusted by the NATIONAL GEODETIC SURVEY
 PS0208.in June 1991.
 PS0208
 PS0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0208.GEOID18 height accuracy estimate available here.
 PS0208
 PS0208.Click photographs - Photos may exist for this station.
 PS0208
 PS0208.The dynamic height is computed by dividing the NAVD 88
 PS0208.geopotential number by the normal gravity value computed on the
 PS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0208.degrees latitude (g = 980.6199 gals.).
 PS0208
 PS0208.The modeled gravity was interpolated from observed gravity values.
 PS0208
 PS0208;                    North         East    Units  Estimated Accuracy
 PS0208;SPC SD S     -   196,530.      741,290.      MT  (+/- 180 meters Scaled)
 PS0208
 PS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP345818(NAD 83)
 PS0208
 PS0208                          SUPERSEDED SURVEY CONTROL
 PS0208
 PS0208  NGVD 29 (??/??/92)  489.831  (m)         1607.05   (f) ADJ UNCH    2 0
 PS0208
 PS0208.Superseded values are not recommended for survey control.
 PS0208
 PS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0208.See file dsdata.pdf to determine how the superseded data were derived.
 PS0208
 PS0208_MARKER: DB = BENCH MARK DISK
 PS0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0208_STAMPING: K 81 1934
 PS0208_MARK LOGO: CGS
 PS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0208+STABILITY: SURFACE MOTION
 PS0208
 PS0208  HISTORY     - Date     Condition        Report By
 PS0208  HISTORY     - 1934     MONUMENTED       CGS
 PS0208  HISTORY     - 1954     GOOD             CGS
 PS0208  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0208
 PS0208                          STATION DESCRIPTION
 PS0208
 PS0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PS0208'AT WESSINGTON SPRINGS.
 PS0208'AT WESSINGTON SPRINGS, JERAULD COUNTY, ON THE CHICAGO, MILWAUKEE,
 PS0208'ST. PAUL AND PACIFIC RAILROAD, AT THE STATION, 115 FEET NORTHEAST
 PS0208'OF THE CENTERLINE OF THE TRACK, OPPOSITE THE SEMAPHORE IN THE
 PS0208'TRIANGLE OF THE WYE TO THE ROUNDHOUSE, AND ABOUT 2 FEET BELOW
 PS0208'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED K 81 1934 AND
 PS0208'SET IN THE TOP OF A CONCRETE POST.
 PS0208
 PS0208                          STATION RECOVERY (1973)
 PS0208
 PS0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0588 ***********************************************************************
 PR0588  DESIGNATION -  K 82 RESET
 PR0588  PID         -  PR0588
 PR0588  STATE/COUNTY-  SD/SANBORN
 PR0588  COUNTRY     -  US
 PR0588  USGS QUAD   -  FEDORA (2017)
 PR0588
 PR0588                         *CURRENT SURVEY CONTROL
 PR0588  ______________________________________________________________________
 PR0588* NAD 83(1986) POSITION- 44 00 33.     (N) 097 51 14.     (W)   SCALED
 PR0588* NAVD 88 ORTHO HEIGHT -   402.53  (meters)     1320.6   (feet) RESET
 PR0588  ______________________________________________________________________
 PR0588  GEOID HEIGHT    -        -25.690 (meters)                     GEOID18
 PR0588  VERT ORDER      -  THIRD
 PR0588
 PR0588.The horizontal coordinates were scaled from a map and have
 PR0588.an estimated accuracy of +/- 6 seconds.
 PR0588
 PR0588.The orthometric height was computed from unverified reset data.
 PR0588
 PR0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0588.GEOID18 height accuracy estimate available here.
 PR0588
 PR0588.Click photographs - Photos may exist for this station.
 PR0588
 PR0588;                    North         East    Units  Estimated Accuracy
 PR0588;SPC SD S     -   189,140.      798,790.      MT  (+/- 180 meters Scaled)
 PR0588
 PR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP918735(NAD 83)
 PR0588
 PR0588                          SUPERSEDED SURVEY CONTROL
 PR0588
 PR0588.No superseded survey control is available for this station.
 PR0588
 PR0588_MARKER: DB = BENCH MARK DISK
 PR0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0588_SP_SET: BRIDGE HANDRAIL
 PR0588_STAMPING: K 82 RESET 1940
 PR0588_MARK LOGO: CGS
 PR0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0588
 PR0588  HISTORY     - Date     Condition        Report By
 PR0588  HISTORY     - 1940     MONUMENTED       SDHD
 PR0588  HISTORY     - 1954     GOOD             CGS
 PR0588
 PR0588                          STATION DESCRIPTION
 PR0588
 PR0588'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1940
 PR0588'3.2 MI W FROM FEDORA.
 PR0588'IN SANBORN COUNTY, 3.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PR0588'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT FEDORA, MINER
 PR0588'COUNTY, 15 POLES WEST OF MILEPOST 371, AT WOODEN TRESTLE Q 1134
 PR0588'ON THE TRACK, AT A CONCRETE BRIDGE ON STATE HIGHWAY 34, IN THE
 PR0588'NORTHWEST CORNER OF THE HANDRAIL, AND 18 FEET NORTH OF THE CENTER
 PR0588'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 82 RESET 1940.
 PR0588
 PR0588                          STATION RECOVERY (1954)
 PR0588
 PR0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PR0588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0542 ***********************************************************************
 PR0542  DESIGNATION -  K 83
 PR0542  PID         -  PR0542
 PR0542  STATE/COUNTY-  SD/KINGSBURY
 PR0542  COUNTRY     -  US
 PR0542  USGS QUAD   -  IROQUOIS (2017)
 PR0542
 PR0542                         *CURRENT SURVEY CONTROL
 PR0542  ______________________________________________________________________
 PR0542* NAD 83(1986) POSITION- 44 19 31.     (N) 097 48 39.     (W)   SCALED
 PR0542* NAVD 88 ORTHO HEIGHT -   436.176 (meters)     1431.02  (feet) ADJUSTED
 PR0542  ______________________________________________________________________
 PR0542  GEOID HEIGHT    -        -25.170 (meters)                     GEOID18
 PR0542  DYNAMIC HEIGHT  -        436.096 (meters)     1430.76  (feet) COMP
 PR0542  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 PR0542
 PR0542  VERT ORDER      -  SECOND    CLASS 0
 PR0542
 PR0542.The horizontal coordinates were scaled from a map and have
 PR0542.an estimated accuracy of +/- 6 seconds.
 PR0542
 PR0542.The orthometric height was determined by differential leveling and
 PR0542.adjusted by the NATIONAL GEODETIC SURVEY
 PR0542.in June 1991.
 PR0542
 PR0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0542.GEOID18 height accuracy estimate available here.
 PR0542
 PR0542.Click photographs - Photos may exist for this station.
 PR0542
 PR0542.The dynamic height is computed by dividing the NAVD 88
 PR0542.geopotential number by the normal gravity value computed on the
 PR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0542.degrees latitude (g = 980.6199 gals.).
 PR0542
 PR0542.The modeled gravity was interpolated from observed gravity values.
 PR0542
 PR0542;                    North         East    Units  Estimated Accuracy
 PR0542;SPC SD N     -    57,030.      774,610.      MT  (+/- 180 meters Scaled)
 PR0542
 PR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ948086(NAD 83)
 PR0542
 PR0542                          SUPERSEDED SURVEY CONTROL
 PR0542
 PR0542  NGVD 29 (??/??/92)  435.904  (m)         1430.13   (f) ADJ UNCH    2 0
 PR0542
 PR0542.Superseded values are not recommended for survey control.
 PR0542
 PR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0542.See file dsdata.pdf to determine how the superseded data were derived.
 PR0542
 PR0542_MARKER: DB = BENCH MARK DISK
 PR0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0542_STAMPING: K 83 1934
 PR0542_MARK LOGO: CGS
 PR0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0542+STABILITY: SURFACE MOTION
 PR0542
 PR0542  HISTORY     - Date     Condition        Report By
 PR0542  HISTORY     - 1934     MONUMENTED       CGS
 PR0542  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0542
 PR0542                          STATION DESCRIPTION
 PR0542
 PR0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0542'3.7 MI SE FROM IROQUOIS.
 PR0542'ABOUT 3.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PR0542'RAILWAY FROM THE FARMERS AND MERCHANTS STATE BANK AT IROQUOIS,
 PR0542'KINGSBURY COUNTY, ABOUT 23 POLES SOUTH OF MILEPOST 123,
 PR0542'70 FEET NORTH OF THE CENTER OF A PUBLIC-ROAD CROSSING, 49 FEET
 PR0542'WEST OF THE CENTER LINE OF THE TRACK, 15 FEET NORTH AND 1 FOOT
 PR0542'EAST OF THE RIGHT-OF-WAY FENCE CORNER, AND ABOUT 2 FEET LOWER
 PR0542'THAN THE TRACK.  A STANDARD DISK, STAMPED K 83 1934 AND SET IN
 PR0542'THE TOP OF A CONCRETE POST.
 PR0542
 PR0542                          STATION RECOVERY (1971)
 PR0542
 PR0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0055 ***********************************************************************
 PS0055  DESIGNATION -  K 84
 PS0055  PID         -  PS0055
 PS0055  STATE/COUNTY-  SD/SPINK
 PS0055  COUNTRY     -  US
 PS0055  USGS QUAD   -  DOLAND SE (2017)
 PS0055
 PS0055                         *CURRENT SURVEY CONTROL
 PS0055  ______________________________________________________________________
 PS0055* NAD 83(1986) POSITION- 44 45 35.     (N) 098 05 54.     (W)   SCALED
 PS0055* NAVD 88 ORTHO HEIGHT -   405.531 (meters)     1330.48  (feet) ADJUSTED
 PS0055  ______________________________________________________________________
 PS0055  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 PS0055  DYNAMIC HEIGHT  -        405.482 (meters)     1330.32  (feet) COMP
 PS0055  MODELED GRAVITY -    980,484.8   (mgal)                       NAVD 88
 PS0055
 PS0055  VERT ORDER      -  SECOND    CLASS 0
 PS0055
 PS0055.The horizontal coordinates were scaled from a map and have
 PS0055.an estimated accuracy of +/- 6 seconds.
 PS0055
 PS0055.The orthometric height was determined by differential leveling and
 PS0055.adjusted by the NATIONAL GEODETIC SURVEY
 PS0055.in June 1991.
 PS0055
 PS0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0055.GEOID18 height accuracy estimate available here.
 PS0055
 PS0055.Click photographs - Photos may exist for this station.
 PS0055
 PS0055.The dynamic height is computed by dividing the NAVD 88
 PS0055.geopotential number by the normal gravity value computed on the
 PS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0055.degrees latitude (g = 980.6199 gals.).
 PS0055
 PS0055.The modeled gravity was interpolated from observed gravity values.
 PS0055
 PS0055;                    North         East    Units  Estimated Accuracy
 PS0055;SPC SD N     -   104,710.      750,550.      MT  (+/- 180 meters Scaled)
 PS0055
 PS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ713566(NAD 83)
 PS0055
 PS0055                          SUPERSEDED SURVEY CONTROL
 PS0055
 PS0055  NGVD 29 (??/??/92)  405.255  (m)         1329.57   (f) ADJ UNCH    2 0
 PS0055
 PS0055.Superseded values are not recommended for survey control.
 PS0055
 PS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0055.See file dsdata.pdf to determine how the superseded data were derived.
 PS0055
 PS0055_MARKER: DB = BENCH MARK DISK
 PS0055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0055_SP_SET: BOX CULVERT HEADWALL
 PS0055_STAMPING: K 84 1934
 PS0055_MARK LOGO: CGS
 PS0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0055+STABILITY: SURFACE MOTION
 PS0055
 PS0055  HISTORY     - Date     Condition        Report By
 PS0055  HISTORY     - 1934     MONUMENTED       CGS
 PS0055
 PS0055                          STATION DESCRIPTION
 PS0055
 PS0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0055'9.8 MI S FROM DOLAND.
 PS0055'9.8 MILES SOUTH OF CITY WATER TANK.  ALONG THE HURON-DOLAND
 PS0055'ROAD (HIWAY 37) AT THE FOOT OF LONG HILL, 12 FEET EAST OF
 PS0055'CENTERLINE OF HIWAY AND 24 FEET WEST OF RIGHT OF WAY FENCE.
 PS0055'SET IN CENTER OF EAST HEADWALL OF DOUBLE 9 X 9 FT CONCRETE BOX
 PS0055'CULVERT, 2.5 FEET ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED
 PS0055'K 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0056 ***********************************************************************
 PS0056  DESIGNATION -  K 84 RESET
 PS0056  PID         -  PS0056
 PS0056  STATE/COUNTY-  SD/SPINK
 PS0056  COUNTRY     -  US
 PS0056  USGS QUAD   -  DOLAND SE (2017)
 PS0056
 PS0056                         *CURRENT SURVEY CONTROL
 PS0056  ______________________________________________________________________
 PS0056* NAD 83(1986) POSITION- 44 45 35.     (N) 098 05 54.     (W)   SCALED
 PS0056* NAVD 88 ORTHO HEIGHT -   403.90  (meters)     1325.1   (feet) RESET
 PS0056  ______________________________________________________________________
 PS0056  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 PS0056  VERT ORDER      -  THIRD
 PS0056
 PS0056.The horizontal coordinates were scaled from a map and have
 PS0056.an estimated accuracy of +/- 6 seconds.
 PS0056
 PS0056.The orthometric height was computed from unverified reset data.
 PS0056
 PS0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0056.GEOID18 height accuracy estimate available here.
 PS0056
 PS0056.Click photographs - Photos may exist for this station.
 PS0056
 PS0056;                    North         East    Units  Estimated Accuracy
 PS0056;SPC SD N     -   104,710.      750,550.      MT  (+/- 180 meters Scaled)
 PS0056
 PS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ713566(NAD 83)
 PS0056
 PS0056                          SUPERSEDED SURVEY CONTROL
 PS0056
 PS0056.No superseded survey control is available for this station.
 PS0056
 PS0056_MARKER: DB = BENCH MARK DISK
 PS0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0056_STAMPING: K 84 1934 RESET 1961
 PS0056_MARK LOGO: CGS
 PS0056_PROJECTION: FLUSH
 PS0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0056+STABILITY: SURFACE MOTION
 PS0056
 PS0056  HISTORY     - Date     Condition        Report By
 PS0056  HISTORY     - 1961     MONUMENTED       CGS
 PS0056
 PS0056                          STATION DESCRIPTION
 PS0056
 PS0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0056'9.8 MI S FROM DOLAND.
 PS0056'THIS MARK IS LOCATED 9.8 MILES SOUTH ALONG A GRAVEL ROAD FROM
 PS0056'THE CITY WATER TANK AT DOLAND, ABOUT 0.15 MILE SOUTH OF
 PS0056'CROSSROADS, JUST NORTH OF A DRAINAGE AND ABOUT 85 FEET EAST
 PS0056'OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PS0056'POST ABOUT FLUSH WITH THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0098 ***********************************************************************
 QR0098  DESIGNATION -  K 86
 QR0098  PID         -  QR0098
 QR0098  STATE/COUNTY-  SD/SPINK
 QR0098  COUNTRY     -  US
 QR0098  USGS QUAD   -  RANDOLPH (2017)
 QR0098
 QR0098                         *CURRENT SURVEY CONTROL
 QR0098  ______________________________________________________________________
 QR0098* NAD 83(1986) POSITION- 45 09 40.     (N) 098 12 24.     (W)   SCALED
 QR0098* NAVD 88 ORTHO HEIGHT -   396.024 (meters)     1299.29  (feet) ADJUSTED
 QR0098  ______________________________________________________________________
 QR0098  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 QR0098  DYNAMIC HEIGHT  -        395.987 (meters)     1299.17  (feet) COMP
 QR0098  MODELED GRAVITY -    980,511.6   (mgal)                       NAVD 88
 QR0098
 QR0098  VERT ORDER      -  SECOND    CLASS 0
 QR0098
 QR0098.The horizontal coordinates were scaled from a map and have
 QR0098.an estimated accuracy of +/- 6 seconds.
 QR0098
 QR0098.The orthometric height was determined by differential leveling and
 QR0098.adjusted by the NATIONAL GEODETIC SURVEY
 QR0098.in June 1991.
 QR0098
 QR0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0098.GEOID18 height accuracy estimate available here.
 QR0098
 QR0098.Click photographs - Photos may exist for this station.
 QR0098
 QR0098.The dynamic height is computed by dividing the NAVD 88
 QR0098.geopotential number by the normal gravity value computed on the
 QR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0098.degrees latitude (g = 980.6199 gals.).
 QR0098
 QR0098.The modeled gravity was interpolated from observed gravity values.
 QR0098
 QR0098;                    North         East    Units  Estimated Accuracy
 QR0098;SPC SD N     -   149,110.      740,980.      MT  (+/- 180 meters Scaled)
 QR0098
 QR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR623011(NAD 83)
 QR0098
 QR0098                          SUPERSEDED SURVEY CONTROL
 QR0098
 QR0098  NGVD 29 (??/??/92)  395.759  (m)         1298.42   (f) ADJ UNCH    2 0
 QR0098
 QR0098.Superseded values are not recommended for survey control.
 QR0098
 QR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0098.See file dsdata.pdf to determine how the superseded data were derived.
 QR0098
 QR0098_MARKER: DB = BENCH MARK DISK
 QR0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0098_STAMPING: K 86 1934
 QR0098_MARK LOGO: CGS
 QR0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0098+STABILITY: SURFACE MOTION
 QR0098
 QR0098  HISTORY     - Date     Condition        Report By
 QR0098  HISTORY     - 1934     MONUMENTED       CGS
 QR0098
 QR0098                          STATION DESCRIPTION
 QR0098
 QR0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0098'5.5 MI W FROM CONDE.
 QR0098'5.5 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0098'FROM THE PEOPLES BANK AT CONDE, SPINK COUNTY, ABOUT 102 FEET
 QR0098'EAST OF THE STATION AT ADELAIDE, ABOUT 15 POLES WEST OF MILEPOST
 QR0098'296, AT A PUBLIC-ROAD CROSSING, 30 FEET EAST OF THE CENTER
 QR0098'LINE OF THE ROAD, 39 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QR0098'9 FEET NORTH OF A CORNER RIGHT-OF-WAY FENCE POST, AND ABOUT
 QR0098'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 86 1934
 QR0098'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0245 ***********************************************************************
 QR0245  DESIGNATION -  K 87
 QR0245  PID         -  QR0245
 QR0245  STATE/COUNTY-  SD/FAULK
 QR0245  COUNTRY     -  US
 QR0245  USGS QUAD   -  WECOTA (2017)
 QR0245
 QR0245                         *CURRENT SURVEY CONTROL
 QR0245  ______________________________________________________________________
 QR0245* NAD 83(1986) POSITION- 45 10 06.     (N) 099 01 13.     (W)   SCALED
 QR0245* NAVD 88 ORTHO HEIGHT -   454.893 (meters)     1492.43  (feet) ADJUSTED
 QR0245  ______________________________________________________________________
 QR0245  GEOID HEIGHT    -        -23.772 (meters)                     GEOID18
 QR0245  DYNAMIC HEIGHT  -        454.843 (meters)     1492.26  (feet) COMP
 QR0245  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 QR0245
 QR0245  VERT ORDER      -  SECOND    CLASS 0
 QR0245
 QR0245.The horizontal coordinates were scaled from a map and have
 QR0245.an estimated accuracy of +/- 6 seconds.
 QR0245
 QR0245.The orthometric height was determined by differential leveling and
 QR0245.adjusted by the NATIONAL GEODETIC SURVEY
 QR0245.in June 1991.
 QR0245
 QR0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0245.GEOID18 height accuracy estimate available here.
 QR0245
 QR0245.Click photographs - Photos may exist for this station.
 QR0245
 QR0245.The dynamic height is computed by dividing the NAVD 88
 QR0245.geopotential number by the normal gravity value computed on the
 QR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0245.degrees latitude (g = 980.6199 gals.).
 QR0245
 QR0245.The modeled gravity was interpolated from observed gravity values.
 QR0245
 QR0245;                    North         East    Units  Estimated Accuracy
 QR0245;SPC SD N     -   148,820.      677,020.      MT  (+/- 180 meters Scaled)
 QR0245
 QR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR984016(NAD 83)
 QR0245
 QR0245                          SUPERSEDED SURVEY CONTROL
 QR0245
 QR0245  NGVD 29 (??/??/92)  454.566  (m)         1491.36   (f) ADJ UNCH    2 0
 QR0245
 QR0245.Superseded values are not recommended for survey control.
 QR0245
 QR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0245.See file dsdata.pdf to determine how the superseded data were derived.
 QR0245
 QR0245_MARKER: DB = BENCH MARK DISK
 QR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0245_STAMPING: K 87 1934
 QR0245_MARK LOGO: CGS
 QR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0245+STABILITY: SURFACE MOTION
 QR0245
 QR0245  HISTORY     - Date     Condition        Report By
 QR0245  HISTORY     - 1934     MONUMENTED       CGS
 QR0245
 QR0245                          STATION DESCRIPTION
 QR0245
 QR0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0245'3.5 MI W FROM CRESBARD.
 QR0245'3.5 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 QR0245'THE STATION AT CRESBARD, FAULK COUNTY, ABOUT 9-1/2 POLES WEST
 QR0245'OF MILEPOST 336, ABOUT 330 FEET EAST OF A PUBLIC-ROAD CROSSING,
 QR0245'42 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2.5
 QR0245'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 87 1934
 QR0245'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0172 ***********************************************************************
 QR0172  DESIGNATION -  K 88
 QR0172  PID         -  QR0172
 QR0172  STATE/COUNTY-  SD/MCPHERSON
 QR0172  COUNTRY     -  US
 QR0172  USGS QUAD   -  LEOLA (2017)
 QR0172
 QR0172                         *CURRENT SURVEY CONTROL
 QR0172  ______________________________________________________________________
 QR0172* NAD 83(1986) POSITION- 45 43 23.     (N) 098 56 22.     (W)   SCALED
 QR0172* NAVD 88 ORTHO HEIGHT -   486.723 (meters)     1596.86  (feet) ADJUSTED
 QR0172  ______________________________________________________________________
 QR0172  GEOID HEIGHT    -        -23.808 (meters)                     GEOID18
 QR0172  DYNAMIC HEIGHT  -        486.688 (meters)     1596.74  (feet) COMP
 QR0172  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 QR0172
 QR0172  VERT ORDER      -  SECOND    CLASS 0
 QR0172
 QR0172.The horizontal coordinates were scaled from a map and have
 QR0172.an estimated accuracy of +/- 6 seconds.
 QR0172
 QR0172.The orthometric height was determined by differential leveling and
 QR0172.adjusted by the NATIONAL GEODETIC SURVEY
 QR0172.in June 1991.
 QR0172
 QR0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0172.GEOID18 height accuracy estimate available here.
 QR0172
 QR0172.Click photographs - Photos may exist for this station.
 QR0172
 QR0172.The dynamic height is computed by dividing the NAVD 88
 QR0172.geopotential number by the normal gravity value computed on the
 QR0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0172.degrees latitude (g = 980.6199 gals.).
 QR0172
 QR0172.The modeled gravity was interpolated from observed gravity values.
 QR0172
 QR0172;                    North         East    Units  Estimated Accuracy
 QR0172;SPC SD N     -   210,540.      682,560.      MT  (+/- 180 meters Scaled)
 QR0172
 QR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR047632(NAD 83)
 QR0172
 QR0172                          SUPERSEDED SURVEY CONTROL
 QR0172
 QR0172  NGVD 29 (??/??/92)  486.372  (m)         1595.71   (f) ADJ UNCH    2 0
 QR0172
 QR0172.Superseded values are not recommended for survey control.
 QR0172
 QR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0172.See file dsdata.pdf to determine how the superseded data were derived.
 QR0172
 QR0172_MARKER: DB = BENCH MARK DISK
 QR0172_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0172_SP_SET: BANNISTER
 QR0172_STAMPING: K 88 1934
 QR0172_MARK LOGO: CGS
 QR0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0172
 QR0172  HISTORY     - Date     Condition        Report By
 QR0172  HISTORY     - 1934     MONUMENTED       CGS
 QR0172  HISTORY     - 1942     GOOD             CGS
 QR0172  HISTORY     - 19950101 MARK NOT FOUND   SDDENR
 QR0172
 QR0172                          STATION DESCRIPTION
 QR0172
 QR0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 QR0172'AT LEOLA.
 QR0172'AT LEOLA, MC PHERSON COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 QR0172'FRONT (SOUTH) ENTRANCE, IN THE CENTER OF THE NORTH END OF THE
 QR0172'CONCRETE BANNISTER, AND 8 INCHES FROM THE BUILDING.  A STANDARD
 QR0172'DISK, STAMPED K 88 1934.
 QR0172
 QR0172                          STATION RECOVERY (1995)
 QR0172
 QR0172'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QR0172'NOT FOUND.  SOUTH ENTRANCE HAS BEEN RENOVATED AND NEW STEPS ARE IN
 QR0172'PLACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0209 ***********************************************************************
 OS0209  DESIGNATION -  K 9
 OS0209  PID         -  OS0209
 OS0209  STATE/COUNTY-  SD/JONES
 OS0209  COUNTRY     -  US
 OS0209  USGS QUAD   -  OKATON (2017)
 OS0209
 OS0209                         *CURRENT SURVEY CONTROL
 OS0209  ______________________________________________________________________
 OS0209* NAD 83(1986) POSITION- 43 52 59.     (N) 100 53 23.     (W)   SCALED
 OS0209* NAVD 88 ORTHO HEIGHT -   715.607 (meters)     2347.79  (feet) ADJUSTED
 OS0209  ______________________________________________________________________
 OS0209  GEOID HEIGHT    -        -23.685 (meters)                     GEOID18
 OS0209  DYNAMIC HEIGHT  -        715.369 (meters)     2347.01  (feet) COMP
 OS0209  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 OS0209
 OS0209  VERT ORDER      -  FIRST     CLASS II
 OS0209
 OS0209.The horizontal coordinates were scaled from a map and have
 OS0209.an estimated accuracy of +/- 6 seconds.
 OS0209
 OS0209.The orthometric height was determined by differential leveling and
 OS0209.adjusted by the NATIONAL GEODETIC SURVEY
 OS0209.in June 1991.
 OS0209
 OS0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0209.GEOID18 height accuracy estimate available here.
 OS0209
 OS0209.Click photographs - Photos may exist for this station.
 OS0209
 OS0209.The dynamic height is computed by dividing the NAVD 88
 OS0209.geopotential number by the normal gravity value computed on the
 OS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0209.degrees latitude (g = 980.6199 gals.).
 OS0209
 OS0209.The modeled gravity was interpolated from observed gravity values.
 OS0209
 OS0209;                    North         East    Units  Estimated Accuracy
 OS0209;SPC SD S     -   172,310.      555,290.      MT  (+/- 180 meters Scaled)
 OS0209
 OS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP481606(NAD 83)
 OS0209
 OS0209                          SUPERSEDED SURVEY CONTROL
 OS0209
 OS0209.No superseded survey control is available for this station.
 OS0209
 OS0209_MARKER: DB = BENCH MARK DISK
 OS0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0209_STAMPING: K 9 1925
 OS0209_MARK LOGO: CGS
 OS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0209+STABILITY: SURFACE MOTION
 OS0209
 OS0209  HISTORY     - Date     Condition        Report By
 OS0209  HISTORY     - 1925     MONUMENTED       CGS
 OS0209  HISTORY     - 1962     MARK NOT FOUND   CGS
 OS0209  HISTORY     - 1985     MARK NOT FOUND   NGS
 OS0209
 OS0209                          STATION DESCRIPTION
 OS0209
 OS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0209'AT OKATON.
 OS0209'AT OKATON, JONES COUNTY, 275 YARDS SOUTHEAST OF THE CHICAGO,
 OS0209'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 47.3 FEET
 OS0209'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 22.6 FEET SOUTHEAST
 OS0209'OF THE THIRD POLE SOUTHEAST OF THE STATION, 6 FEET NORTH OF THE
 OS0209'RIGHT-OF-WAY FENCE, AND 7 FEET LOWER THAN THE TRACK.  A STANDARD
 OS0209'DISK, STAMPED K 9 1925 AND SET IN THE TOP OF A CONCRETE POST.
 OS0209
 OS0209                          STATION RECOVERY (1985)
 OS0209
 OS0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0209'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0032 ***********************************************************************
 PV0032  DESIGNATION -  K 9 B 1
 PV0032  PID         -  PV0032
 PV0032  STATE/COUNTY-  SD/LAWRENCE
 PV0032  COUNTRY     -  US
 PV0032  USGS QUAD   -  BEULAH (2017)
 PV0032
 PV0032                         *CURRENT SURVEY CONTROL
 PV0032  ______________________________________________________________________
 PV0032* NAD 83(1986) POSITION- 44 33 02.     (N) 104 01 40.     (W)   SCALED
 PV0032* NAVD 88 ORTHO HEIGHT -  1070.515 (meters)     3512.18  (feet) ADJUSTED
 PV0032  ______________________________________________________________________
 PV0032  GEOID HEIGHT    -        -14.539 (meters)                     GEOID18
 PV0032  DYNAMIC HEIGHT  -       1070.169 (meters)     3511.05  (feet) COMP
 PV0032  MODELED GRAVITY -    980,257.7   (mgal)                       NAVD 88
 PV0032
 PV0032  VERT ORDER      -  SECOND    CLASS 0
 PV0032
 PV0032.The horizontal coordinates were scaled from a map and have
 PV0032.an estimated accuracy of +/- 6 seconds.
 PV0032
 PV0032.The orthometric height was determined by differential leveling and
 PV0032.adjusted by the NATIONAL GEODETIC SURVEY
 PV0032.in June 1991.
 PV0032
 PV0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0032.GEOID18 height accuracy estimate available here.
 PV0032
 PV0032.Click photographs - Photos may exist for this station.
 PV0032
 PV0032.The dynamic height is computed by dividing the NAVD 88
 PV0032.geopotential number by the normal gravity value computed on the
 PV0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0032.degrees latitude (g = 980.6199 gals.).
 PV0032
 PV0032.The modeled gravity was interpolated from observed gravity values.
 PV0032
 PV0032;                    North         East    Units  Estimated Accuracy
 PV0032;SPC SD N     -    87,660.      280,090.      MT  (+/- 180 meters Scaled)
 PV0032
 PV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK772334(NAD 83)
 PV0032
 PV0032                          SUPERSEDED SURVEY CONTROL
 PV0032
 PV0032  NGVD 29 (??/??/92) 1069.97   (m)         3510.4    (f) COMPUTED    2 0
 PV0032
 PV0032.Superseded values are not recommended for survey control.
 PV0032
 PV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0032.See file dsdata.pdf to determine how the superseded data were derived.
 PV0032
 PV0032_MARKER: Z = SEE DESCRIPTION
 PV0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0032_STAMPING: K 9 B 1
 PV0032_PROJECTION: PROJECTING 122 CENTIMETERS
 PV0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0032+STABILITY: SURFACE MOTION
 PV0032
 PV0032  HISTORY     - Date     Condition        Report By
 PV0032  HISTORY     - UNK      MONUMENTED       USAF
 PV0032  HISTORY     - 1962     GOOD             CGS
 PV0032
 PV0032                          STATION DESCRIPTION
 PV0032
 PV0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0032'3.4 MI E FROM BEULAH.
 PV0032'0.3 MILE EAST ALONG OLD U.S. HIGHWAY 85 FROM THE ROYAL CLUB AT
 PV0032'BEULAH, WYOMING, THENCE 2.85 MILES EAST ALONG U.S. HIGHWAY 14,
 PV0032'THENCE 0.2 MILE NORTH ACROSS COUNTRY, 0.4 MILE EAST OF K 9 B 2,
 PV0032'42 FEET EAST OF THE SOUTHEAST END OF A WIRE GATE, 6.5 FEET SOUTH
 PV0032'OF A FENCE, CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN
 PV0032'18-INCH CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0031 ***********************************************************************
 PV0031  DESIGNATION -  K 9 B 2
 PV0031  PID         -  PV0031
 PV0031  STATE/COUNTY-  SD/LAWRENCE
 PV0031  COUNTRY     -  US
 PV0031  USGS QUAD   -  BEULAH (2017)
 PV0031
 PV0031                         *CURRENT SURVEY CONTROL
 PV0031  ______________________________________________________________________
 PV0031* NAD 83(1986) POSITION- 44 33 02.     (N) 104 02 09.     (W)   SCALED
 PV0031* NAVD 88 ORTHO HEIGHT -  1077.307 (meters)     3534.46  (feet) ADJUSTED
 PV0031  ______________________________________________________________________
 PV0031  GEOID HEIGHT    -        -14.519 (meters)                     GEOID18
 PV0031  DYNAMIC HEIGHT  -       1076.961 (meters)     3533.33  (feet) COMP
 PV0031  MODELED GRAVITY -    980,259.5   (mgal)                       NAVD 88
 PV0031
 PV0031  VERT ORDER      -  SECOND    CLASS 0
 PV0031
 PV0031.The horizontal coordinates were scaled from a map and have
 PV0031.an estimated accuracy of +/- 6 seconds.
 PV0031
 PV0031.The orthometric height was determined by differential leveling and
 PV0031.adjusted by the NATIONAL GEODETIC SURVEY
 PV0031.in June 1991.
 PV0031
 PV0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0031.GEOID18 height accuracy estimate available here.
 PV0031
 PV0031.Click photographs - Photos may exist for this station.
 PV0031
 PV0031.The dynamic height is computed by dividing the NAVD 88
 PV0031.geopotential number by the normal gravity value computed on the
 PV0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0031.degrees latitude (g = 980.6199 gals.).
 PV0031
 PV0031.The modeled gravity was interpolated from observed gravity values.
 PV0031
 PV0031;                    North         East    Units  Estimated Accuracy
 PV0031;SPC SD N     -    87,690.      279,450.      MT  (+/- 180 meters Scaled)
 PV0031
 PV0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK765334(NAD 83)
 PV0031
 PV0031                          SUPERSEDED SURVEY CONTROL
 PV0031
 PV0031  NGVD 29 (??/??/92) 1076.77   (m)         3532.7    (f) COMPUTED    2 0
 PV0031
 PV0031.Superseded values are not recommended for survey control.
 PV0031
 PV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0031.See file dsdata.pdf to determine how the superseded data were derived.
 PV0031
 PV0031_MARKER: Z = SEE DESCRIPTION
 PV0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0031_SP_SET: PIER
 PV0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0031
 PV0031  HISTORY     - Date     Condition        Report By
 PV0031  HISTORY     - UNK      MONUMENTED       USAF
 PV0031  HISTORY     - 1962     GOOD             CGS
 PV0031
 PV0031                          STATION DESCRIPTION
 PV0031
 PV0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0031'3 MI E FROM BEULAH.
 PV0031'0.3 MILE EAST ALONG OLD U.S. HIGHWAY 85 FROM THE ROYAL CLUB AT
 PV0031'BEULAH WYOMING, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 14,
 PV0031'THENCE 0.2 MILE NORTH ACROSS COUNTRY, 0.2 MILE NORTH OF PAPO
 PV0031'TRIANGULATION STATION, 54 FEET NORTH OF AN EAST-WEST FENCE LINE,
 PV0031'IN A FIELD, CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH
 PV0031'CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0340 ***********************************************************************
 QQ0340  DESIGNATION -  K 91
 QQ0340  PID         -  QQ0340
 QQ0340  STATE/COUNTY-  SD/MARSHALL
 QQ0340  COUNTRY     -  US
 QQ0340  USGS QUAD   -  SPAIN (2017)
 QQ0340
 QQ0340                         *CURRENT SURVEY CONTROL
 QQ0340  ______________________________________________________________________
 QQ0340* NAD 83(1986) POSITION- 45 42 10.     (N) 097 47 10.     (W)   SCALED
 QQ0340* NAVD 88 ORTHO HEIGHT -   404.581 (meters)     1327.36  (feet) ADJUSTED
 QQ0340  ______________________________________________________________________
 QQ0340  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 QQ0340  DYNAMIC HEIGHT  -        404.564 (meters)     1327.31  (feet) COMP
 QQ0340  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 QQ0340
 QQ0340  VERT ORDER      -  SECOND    CLASS 0
 QQ0340
 QQ0340.The horizontal coordinates were scaled from a map and have
 QQ0340.an estimated accuracy of +/- 6 seconds.
 QQ0340
 QQ0340.The orthometric height was determined by differential leveling and
 QQ0340.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0340.in June 1991.
 QQ0340
 QQ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0340.GEOID18 height accuracy estimate available here.
 QQ0340
 QQ0340.Click photographs - Photos may exist for this station.
 QQ0340
 QQ0340.The dynamic height is computed by dividing the NAVD 88
 QQ0340.geopotential number by the normal gravity value computed on the
 QQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0340.degrees latitude (g = 980.6199 gals.).
 QQ0340
 QQ0340.The modeled gravity was interpolated from observed gravity values.
 QQ0340
 QQ0340;                    North         East    Units  Estimated Accuracy
 QQ0340;SPC SD N     -   210,100.      772,390.      MT  (+/- 180 meters Scaled)
 QQ0340
 QQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR944617(NAD 83)
 QQ0340
 QQ0340                          SUPERSEDED SURVEY CONTROL
 QQ0340
 QQ0340  NGVD 29 (??/??/92)  404.305  (m)         1326.46   (f) ADJ UNCH    2 0
 QQ0340
 QQ0340.Superseded values are not recommended for survey control.
 QQ0340
 QQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0340.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0340
 QQ0340_MARKER: DB = BENCH MARK DISK
 QQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0340_STAMPING: K 91 1934
 QQ0340_MARK LOGO: CGS
 QQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0340+STABILITY: SURFACE MOTION
 QQ0340
 QQ0340  HISTORY     - Date     Condition        Report By
 QQ0340  HISTORY     - 1934     MONUMENTED       CGS
 QQ0340
 QQ0340                          STATION DESCRIPTION
 QQ0340
 QQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0340'6.2 MI S FROM BRITTON.
 QQ0340'ABOUT 6.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0340'AND PACIFIC RAILROAD FROM THE STATION AT BRITTON, MARSHALL
 QQ0340'COUNTY, ABOUT 6 POLES SOUTH OF MILEPOST 22, 55 FEET WEST OF THE
 QQ0340'STATION SIGN AT SPAIN, ABOUT 200 FEET SOUTH OF THE SOUTHEAST
 QQ0340'CORNER OF THE MARSHALL COUNTY GRAIN CO. ELEVATOR, 70 FEET WEST
 QQ0340'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN
 QQ0340'THE TRACK.  A STANDARD DISK, STAMPED K 91 1934 AND SET IN THE
 QQ0340'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0205 ***********************************************************************
 QQ0205  DESIGNATION -  K 92
 QQ0205  PID         -  QQ0205
 QQ0205  STATE/COUNTY-  SD/ROBERTS
 QQ0205  COUNTRY     -  US
 QQ0205  USGS QUAD   -  CLAIRE CITY (2017)
 QQ0205
 QQ0205                         *CURRENT SURVEY CONTROL
 QQ0205  ______________________________________________________________________
 QQ0205* NAD 83(1986) POSITION- 45 51 22.     (N) 097 00 12.     (W)   SCALED
 QQ0205* NAVD 88 ORTHO HEIGHT -   367.401 (meters)     1205.38  (feet) ADJUSTED
 QQ0205  ______________________________________________________________________
 QQ0205  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 QQ0205  DYNAMIC HEIGHT  -        367.397 (meters)     1205.37  (feet) COMP
 QQ0205  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 QQ0205
 QQ0205  VERT ORDER      -  SECOND    CLASS 0
 QQ0205
 QQ0205.The horizontal coordinates were scaled from a map and have
 QQ0205.an estimated accuracy of +/- 6 seconds.
 QQ0205
 QQ0205.The orthometric height was determined by differential leveling and
 QQ0205.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0205.in June 1991.
 QQ0205
 QQ0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0205.GEOID18 height accuracy estimate available here.
 QQ0205
 QQ0205.Click photographs - Photos may exist for this station.
 QQ0205
 QQ0205.The dynamic height is computed by dividing the NAVD 88
 QQ0205.geopotential number by the normal gravity value computed on the
 QQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0205.degrees latitude (g = 980.6199 gals.).
 QQ0205
 QQ0205.The modeled gravity was interpolated from observed gravity values.
 QQ0205
 QQ0205;                    North         East    Units  Estimated Accuracy
 QQ0205;SPC SD N     -   229,100.      832,690.      MT  (+/- 180 meters Scaled)
 QQ0205
 QQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR550799(NAD 83)
 QQ0205
 QQ0205                          SUPERSEDED SURVEY CONTROL
 QQ0205
 QQ0205  NGVD 29 (??/??/92)  367.180  (m)         1204.66   (f) ADJ UNCH    2 0
 QQ0205
 QQ0205.Superseded values are not recommended for survey control.
 QQ0205
 QQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0205.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0205
 QQ0205_MARKER: DB = BENCH MARK DISK
 QQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0205_STAMPING: K 92 1934
 QQ0205_MARK LOGO: CGS
 QQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0205+STABILITY: SURFACE MOTION
 QQ0205
 QQ0205  HISTORY     - Date     Condition        Report By
 QQ0205  HISTORY     - 1934     MONUMENTED       CGS
 QQ0205
 QQ0205                          STATION DESCRIPTION
 QQ0205
 QQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0205'0.8 MI NE FROM HAMMER.
 QQ0205'ABOUT 0.8 MILE NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND
 QQ0205'SAULT STE. MARIE RAILWAY FROM THE STATION AT HAMMER, ROBERTS
 QQ0205'COUNTY, ABOUT 6-1/2 POLES EAST OF MILEPOST 32, AT THE END OF A
 QQ0205'SMALL CUT, 36 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 QQ0205'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QQ0205'K 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0034 ***********************************************************************
 PR0034  DESIGNATION -  K 93
 PR0034  PID         -  PR0034
 PR0034  STATE/COUNTY-  SD/DEUEL
 PR0034  COUNTRY     -  US
 PR0034  USGS QUAD   -  GARY (2017)
 PR0034
 PR0034                         *CURRENT SURVEY CONTROL
 PR0034  ______________________________________________________________________
 PR0034* NAD 83(1986) POSITION- 44 47 29.     (N) 096 27 15.     (W)   SCALED
 PR0034* NAVD 88 ORTHO HEIGHT -   452.175 (meters)     1483.51  (feet) ADJUSTED
 PR0034  ______________________________________________________________________
 PR0034  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 PR0034  DYNAMIC HEIGHT  -        452.117 (meters)     1483.32  (feet) COMP
 PR0034  MODELED GRAVITY -    980,475.3   (mgal)                       NAVD 88
 PR0034
 PR0034  VERT ORDER      -  SECOND    CLASS 0
 PR0034
 PR0034.The horizontal coordinates were scaled from a map and have
 PR0034.an estimated accuracy of +/- 6 seconds.
 PR0034
 PR0034.The orthometric height was determined by differential leveling and
 PR0034.adjusted by the NATIONAL GEODETIC SURVEY
 PR0034.in June 1991.
 PR0034
 PR0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0034.GEOID18 height accuracy estimate available here.
 PR0034
 PR0034.Click photographs - Photos may exist for this station.
 PR0034
 PR0034.The dynamic height is computed by dividing the NAVD 88
 PR0034.geopotential number by the normal gravity value computed on the
 PR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0034.degrees latitude (g = 980.6199 gals.).
 PR0034
 PR0034.The modeled gravity was interpolated from observed gravity values.
 PR0034
 PR0034;                    North         East    Units  Estimated Accuracy
 PR0034;SPC SD N     -   112,610.      880,490.      MT  (+/- 180 meters Scaled)
 PR0034
 PR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ013629(NAD 83)
 PR0034
 PR0034                          SUPERSEDED SURVEY CONTROL
 PR0034
 PR0034  NGVD 29 (??/??/92)  451.953  (m)         1482.78   (f) ADJ UNCH    2 0
 PR0034
 PR0034.Superseded values are not recommended for survey control.
 PR0034
 PR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0034.See file dsdata.pdf to determine how the superseded data were derived.
 PR0034
 PR0034_MARKER: DB = BENCH MARK DISK
 PR0034_STAMPING: K 93 1934
 PR0034_MARK LOGO: CGS
 PR0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0034
 PR0034  HISTORY     - Date     Condition        Report By
 PR0034  HISTORY     - 1934     MONUMENTED       CGS
 PR0034  HISTORY     - 1938     GOOD             CGS
 PR0034
 PR0034                          STATION DESCRIPTION
 PR0034
 PR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PR0034'AT GARY.
 PR0034'AT GARY, DEUEL COUNTY, 450 FEET EAST OF THE CHICAGO AND NORTH
 PR0034'WESTERN RAILWAY STATION, 300 FEET NORTH OF THE SCHOOL, 24 FEET
 PR0034'SOUTH OF THE CENTERLINE OF THE TRACK, 8 FEET SOUTH OF A POLE,
 PR0034'AND ABOUT 0.5 FOOT HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0402 ***********************************************************************
 PR0402  DESIGNATION -  K 94
 PR0402  PID         -  PR0402
 PR0402  STATE/COUNTY-  SD/HAMLIN
 PR0402  COUNTRY     -  US
 PR0402  USGS QUAD   -  LAKE POINSETT (2017)
 PR0402
 PR0402                         *CURRENT SURVEY CONTROL
 PR0402  ______________________________________________________________________
 PR0402* NAD 83(1986) POSITION- 44 36 03.     (N) 097 06 03.     (W)   SCALED
 PR0402* NAVD 88 ORTHO HEIGHT -   531.492 (meters)     1743.74  (feet) ADJUSTED
 PR0402  ______________________________________________________________________
 PR0402  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 PR0402  DYNAMIC HEIGHT  -        531.407 (meters)     1743.46  (feet) COMP
 PR0402  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 PR0402
 PR0402  VERT ORDER      -  SECOND    CLASS 0
 PR0402
 PR0402.The horizontal coordinates were scaled from a map and have
 PR0402.an estimated accuracy of +/- 6 seconds.
 PR0402
 PR0402.The orthometric height was determined by differential leveling and
 PR0402.adjusted by the NATIONAL GEODETIC SURVEY
 PR0402.in June 1991.
 PR0402
 PR0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0402.GEOID18 height accuracy estimate available here.
 PR0402
 PR0402.Click photographs - Photos may exist for this station.
 PR0402
 PR0402.The dynamic height is computed by dividing the NAVD 88
 PR0402.geopotential number by the normal gravity value computed on the
 PR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0402.degrees latitude (g = 980.6199 gals.).
 PR0402
 PR0402.The modeled gravity was interpolated from observed gravity values.
 PR0402
 PR0402;                    North         East    Units  Estimated Accuracy
 PR0402;SPC SD N     -    89,410.      830,120.      MT  (+/- 180 meters Scaled)
 PR0402
 PR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ507403(NAD 83)
 PR0402
 PR0402                          SUPERSEDED SURVEY CONTROL
 PR0402
 PR0402  NGVD 29 (??/??/92)  531.210  (m)         1742.81   (f) ADJ UNCH    2 0
 PR0402
 PR0402.Superseded values are not recommended for survey control.
 PR0402
 PR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0402.See file dsdata.pdf to determine how the superseded data were derived.
 PR0402
 PR0402_MARKER: DB = BENCH MARK DISK
 PR0402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0402_SP_SET: CULVERT HEADWALL
 PR0402_STAMPING: K 94 1934
 PR0402_MARK LOGO: CGS
 PR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0402+STABILITY: SURFACE MOTION
 PR0402
 PR0402  HISTORY     - Date     Condition        Report By
 PR0402  HISTORY     - 1934     MONUMENTED       CGS
 PR0402  HISTORY     - 20061129 MARK NOT FOUND   INDIV
 PR0402
 PR0402                          STATION DESCRIPTION
 PR0402
 PR0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0402'11.7 MI W FROM ESTELLINE.
 PR0402'11.7 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0402'NORTH WESTERN RAILWAY STATION AT ESTELLINE, HAMLIN COUNTY, AT
 PR0402'A 2-FOOT CONCRETE-PIPE CULVERT UNDER THE HIGHWAY, IN THE CENTER
 PR0402'OF THE TOP OF THE SOUTH CONCRETE HEADWALL, AND ABOUT 1 FOOT
 PR0402'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 94 1934.
 PR0402
 PR0402                          STATION RECOVERY (2006)
 PR0402
 PR0402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 PR0402'THE HEADWALL AND CULVERT HAVE EITHER BEEN ELIMINATED OR REPLACED
 PR0402'DURING MODERNIZATION OF HWY 28.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0203 ***********************************************************************
 PR0203  DESIGNATION -  K 95
 PR0203  PID         -  PR0203
 PR0203  STATE/COUNTY-  SD/BROOKINGS
 PR0203  COUNTRY     -  US
 PR0203  USGS QUAD   -  VOLGA (2017)
 PR0203
 PR0203                         *CURRENT SURVEY CONTROL
 PR0203  ______________________________________________________________________
 PR0203* NAD 83(1986) POSITION- 44 19 50.     (N) 096 58 34.     (W)   SCALED
 PR0203* NAVD 88 ORTHO HEIGHT -   512.442 (meters)     1681.24  (feet) ADJUSTED
 PR0203  ______________________________________________________________________
 PR0203  GEOID HEIGHT    -        -25.196 (meters)                     GEOID18
 PR0203  DYNAMIC HEIGHT  -        512.348 (meters)     1680.93  (feet) COMP
 PR0203  MODELED GRAVITY -    980,419.6   (mgal)                       NAVD 88
 PR0203
 PR0203  VERT ORDER      -  FIRST     CLASS II
 PR0203
 PR0203.The horizontal coordinates were scaled from a map and have
 PR0203.an estimated accuracy of +/- 6 seconds.
 PR0203
 PR0203.The orthometric height was determined by differential leveling and
 PR0203.adjusted by the NATIONAL GEODETIC SURVEY
 PR0203.in October 1997.
 PR0203
 PR0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0203.GEOID18 height accuracy estimate available here.
 PR0203
 PR0203.Click photographs - Photos may exist for this station.
 PR0203
 PR0203.The dynamic height is computed by dividing the NAVD 88
 PR0203.geopotential number by the normal gravity value computed on the
 PR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0203.degrees latitude (g = 980.6199 gals.).
 PR0203
 PR0203.The modeled gravity was interpolated from observed gravity values.
 PR0203
 PR0203;                    North         East    Units  Estimated Accuracy
 PR0203;SPC SD N     -    59,760.      841,130.      MT  (+/- 180 meters Scaled)
 PR0203
 PR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ613105(NAD 83)
 PR0203
 PR0203                          SUPERSEDED SURVEY CONTROL
 PR0203
 PR0203  NAVD 88 (06/15/91)  512.442  (m)         1681.24   (f) SUPERSEDED  1 2
 PR0203  NGVD 29 (??/??/92)  512.178  (m)         1680.37   (f) ADJ UNCH    1 2
 PR0203
 PR0203.Superseded values are not recommended for survey control.
 PR0203
 PR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0203.See file dsdata.pdf to determine how the superseded data were derived.
 PR0203
 PR0203_MARKER: DB = BENCH MARK DISK
 PR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0203_STAMPING: K 95 1934
 PR0203_MARK LOGO: CGS
 PR0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0203+STABILITY: SURFACE MOTION
 PR0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0203+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 PR0203
 PR0203  HISTORY     - Date     Condition        Report By
 PR0203  HISTORY     - 1934     MONUMENTED       CGS
 PR0203  HISTORY     - 1949     GOOD             CGS
 PR0203  HISTORY     - 19940922 GOOD             NGS
 PR0203
 PR0203                          STATION DESCRIPTION
 PR0203
 PR0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0203'2.5 MI W FROM VOLGA.
 PR0203'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0203'THE STATION AT VOLGA, BROOKINGS COUNTY, 3 POLES EAST OF MILEPOST
 PR0203'300, 33 FEET NORTH OF THE CENTER LINE OF THE TRACK, 10 FEET
 PR0203'SOUTH OF A POLE, AND ABOUT 4 FEET HIGHER THAN THE RAIL.  A
 PR0203'STANDARD DISK, STAMPED K 95 1934 AND SET IN THE TOP OF A
 PR0203'CONCRETE POST.
 PR0203
 PR0203                          STATION RECOVERY (1949)
 PR0203
 PR0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PR0203'RECOVERED IN GOOD CONDITION.
 PR0203
 PR0203                          STATION RECOVERY (1994)
 PR0203
 PR0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0203'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 PR0203'BROOKINGS, THENCE 14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 PR0203'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.6 KM
 PR0203'(0.35 MI) WESTERLY ALONG THE DAKOTA MINNESOTA AND EASTERN RAILROAD,
 PR0203'26.6 M (87.3 FT) SOUTH OF A FENCE, 9.1 M (29.9 FT) NORTH OF THE NEAR
 PR0203'RAIL, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE TRACK, 0.6 M (2.0 FT)
 PR0203'SOUTHEAST OF A GUY CABLE ANCHOR, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 PR0203'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PR0203'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0770 ***********************************************************************
 OS0770  DESIGNATION -  KADOKA MUNICIPAL TANK
 OS0770  PID         -  OS0770
 OS0770  STATE/COUNTY-  SD/JACKSON
 OS0770  COUNTRY     -  US
 OS0770  USGS QUAD   -  KADOKA (2017)
 OS0770
 OS0770                         *CURRENT SURVEY CONTROL
 OS0770  ______________________________________________________________________
 OS0770* NAD 83(1996) POSITION- 43 50 02.97952(N) 101 30 34.58612(W)   ADJUSTED
 OS0770  ______________________________________________________________________
 OS0770  GEOID HEIGHT    -        -21.620 (meters)                     GEOID18
 OS0770  LAPLACE CORR    -         -9.26  (seconds)                    DEFLEC18
 OS0770  HORZ ORDER      -  THIRD
 OS0770
 OS0770.The horizontal coordinates were established by classical geodetic methods
 OS0770.and adjusted by the National Geodetic Survey in January 1998.
 OS0770
 OS0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0770.GEOID18 height accuracy estimate available here.
 OS0770
 OS0770.Click photographs - Photos may exist for this station.
 OS0770
 OS0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0770
 OS0770. The following values were computed from the NAD 83(1996) position.
 OS0770
 OS0770;                    North         East     Units Scale Factor Converg.
 OS0770;SPC SD S     -   167,399.766   505,404.460   MT  0.99991394   -0 48 41.2
 OS0770;SPC SD S     -   549,210.73  1,658,147.80   sFT  0.99991394   -0 48 41.2
 OS0770;UTM  14      - 4,856,515.088   298,232.155   MT  1.00010075   -1 44 19.2
 OS0770
 OS0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9823256515(NAD 83)
 OS0770
 OS0770                          SUPERSEDED SURVEY CONTROL
 OS0770
 OS0770  NAD 83(1995)-  43 50 02.97268(N)    101 30 34.58939(W) AD(       ) 3
 OS0770  NAD 83(1986)-  43 50 02.97265(N)    101 30 34.58888(W) AD(       ) 3
 OS0770  NAD 27      -  43 50 02.99600(N)    101 30 33.07400(W) AD(       ) 3
 OS0770
 OS0770.Superseded values are not recommended for survey control.
 OS0770
 OS0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0770.See file dsdata.pdf to determine how the superseded data were derived.
 OS0770
 OS0770_MARKER: 53 = ELEVATED TANK
 OS0770
 OS0770  HISTORY     - Date     Condition        Report By
 OS0770  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0770  HISTORY     - 1950     GOOD             CGS
 OS0770
 OS0770                          STATION DESCRIPTION
 OS0770
 OS0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0770'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL WATER
 OS0770'TANK OF KADOKA, S. DAK., LOCATED IN THE SOUTH CENTRAL PART OF
 OS0770'TOWN, APPROXIMATELY 100 FEET HIGH.
 OS0770'
 OS0770'OBSERVED UPON FROM TRIANGULATION STATIONS, DUMP, VIDER, WETA,
 OS0770'NANCY AND UTTER.
 OS0770
 OS0770                          STATION RECOVERY (1950)
 OS0770
 OS0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OS0770'THE STATION RECOVERED AND THE ORIGINAL DESCRIPTION IS ADEQUATE
 OS0770'WITH THE FOLLOWING EXCEPTIONS.  THE WATER-TANK IS A FOUR
 OS0770'LEGGED STEEL STRUCTURE THAT IS 120 FEET HIGH, AND WAS BUILT
 OS0770'IN 1923.  THE TANK IS NOW PAINTED SILVER AND ON THE NORTH
 OS0770'SIDE OF THE BODY OF THE TANK IS INSCRIBED WITH BLACK PAINT,
 OS0770'KADOKA.
 OS0770'
 OS0770'THE POINT OBSERVED IN 1950 WAS THE TOP-CENTER OF THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0769 ***********************************************************************
 OS0769  DESIGNATION -  KADOKA PRESB CH CUPOLA
 OS0769  PID         -  OS0769
 OS0769  STATE/COUNTY-  SD/JACKSON
 OS0769  COUNTRY     -  US
 OS0769  USGS QUAD   -  KADOKA (2017)
 OS0769
 OS0769                         *CURRENT SURVEY CONTROL
 OS0769  ______________________________________________________________________
 OS0769* NAD 83(1996) POSITION- 43 49 58.56604(N) 101 30 46.18701(W)   ADJUSTED
 OS0769  ______________________________________________________________________
 OS0769  GEOID HEIGHT    -        -21.607 (meters)                     GEOID18
 OS0769  LAPLACE CORR    -         -9.29  (seconds)                    DEFLEC18
 OS0769  HORZ ORDER      -  THIRD
 OS0769
 OS0769.The horizontal coordinates were established by classical geodetic methods
 OS0769.and adjusted by the National Geodetic Survey in January 1998.
 OS0769
 OS0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0769.GEOID18 height accuracy estimate available here.
 OS0769
 OS0769.Click photographs - Photos may exist for this station.
 OS0769
 OS0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0769
 OS0769. The following values were computed from the NAD 83(1996) position.
 OS0769
 OS0769;                    North         East     Units Scale Factor Converg.
 OS0769;SPC SD S     -   167,267.251   505,143.394   MT  0.99991386   -0 48 49.2
 OS0769;SPC SD S     -   548,775.97  1,657,291.29   sFT  0.99991386   -0 48 49.2
 OS0769;UTM  14      - 4,856,386.790   297,968.928   MT  1.00010205   -1 44 27.1
 OS0769
 OS0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9796856386(NAD 83)
 OS0769
 OS0769                          SUPERSEDED SURVEY CONTROL
 OS0769
 OS0769  NAD 83(1995)-  43 49 58.55913(N)    101 30 46.19057(W) AD(       ) 3
 OS0769  NAD 83(1986)-  43 49 58.55836(N)    101 30 46.19311(W) AD(       ) 3
 OS0769  NAD 27      -  43 49 58.58100(N)    101 30 44.67200(W) AD(       ) 3
 OS0769
 OS0769.Superseded values are not recommended for survey control.
 OS0769
 OS0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0769.See file dsdata.pdf to determine how the superseded data were derived.
 OS0769
 OS0769_MARKER: 86 = CUPOLA
 OS0769
 OS0769  HISTORY     - Date     Condition        Report By
 OS0769  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0769
 OS0769                          STATION DESCRIPTION
 OS0769
 OS0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0769'POINT OBSERVED UPON WAS CENTER OF CUPOLA AT BASE OF SHORT
 OS0769'POLE FINIAL ON THE PRESBYTERIAN CHURCH OF KADOKA.  THE CUPOLA
 OS0769'IS WHITE AND THE CHURCH IS WHITE.  THE CUPOLA IS AT THE SOUTHWEST
 OS0769'CORNER OF THE CHURCH AND IS ABOUT 60 FEET ABOVE THE GROUND.
 OS0769'THE CHURCH IS 3 BLOCKS SOUTH OF U.S. HIGHWAY 16 AND 2 BLOCKS
 OS0769'WEST OF THE MAIN NORTH-SOUTH STREET OF KADOKA.
 OS0769'
 OS0769'POINT WAS OBSERVED FROM VIDER AND WETA AND IS VISIBLE FROM GROUND
 OS0769'AT THESE STATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1833 ***********************************************************************
 NM1833  DESIGNATION -  KALSTAD
 NM1833  PID         -  NM1833
 NM1833  STATE/COUNTY-  SD/UNION
 NM1833  COUNTRY     -  US
 NM1833  USGS QUAD   -  RICHLAND (2017)
 NM1833
 NM1833                         *CURRENT SURVEY CONTROL
 NM1833  ______________________________________________________________________
 NM1833* NAD 83(1996) POSITION- 42 45 51.85583(N) 096 44 22.92497(W)   ADJUSTED
 NM1833* NAVD 88 ORTHO HEIGHT -   370.430 (meters)     1215.32  (feet) ADJUSTED
 NM1833  ______________________________________________________________________
 NM1833  GEOID HEIGHT    -        -25.556 (meters)                     GEOID18
 NM1833  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 NM1833  DYNAMIC HEIGHT  -        370.327 (meters)     1214.98  (feet) COMP
 NM1833  MODELED GRAVITY -    980,330.9   (mgal)                       NAVD 88
 NM1833
 NM1833  HORZ ORDER      -  SECOND
 NM1833  VERT ORDER      -  FIRST     CLASS II
 NM1833
 NM1833.The horizontal coordinates were established by classical geodetic methods
 NM1833.and adjusted by the National Geodetic Survey in January 1998.
 NM1833
 NM1833.The orthometric height was determined by differential leveling and
 NM1833.adjusted by the NATIONAL GEODETIC SURVEY
 NM1833.in June 1994.
 NM1833
 NM1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1833.GEOID18 height accuracy estimate available here.
 NM1833
 NM1833.Click photographs - Photos may exist for this station.
 NM1833
 NM1833.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1833
 NM1833.The dynamic height is computed by dividing the NAVD 88
 NM1833.geopotential number by the normal gravity value computed on the
 NM1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1833.degrees latitude (g = 980.6199 gals.).
 NM1833
 NM1833.The modeled gravity was interpolated from observed gravity values.
 NM1833
 NM1833. The following values were computed from the NAD 83(1996) position.
 NM1833
 NM1833;                    North         East     Units Scale Factor Converg.
 NM1833;SPC SD S     -    54,251.649   894,058.529   MT  1.00001703   +2 28 44.7
 NM1833;SPC SD S     -   177,990.62  2,933,257.02   sFT  1.00001703   +2 28 44.7
 NM1833;UTM  14      - 4,737,130.386   684,939.360   MT  1.00002080   +1 32 06.5
 NM1833
 NM1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1833!SPC SD S     -   0.99994592  x   1.00001703  =   0.99996295
 NM1833!UTM  14      -   0.99994592  x   1.00002080  =   0.99996672
 NM1833
 NM1833:                Primary Azimuth Mark                     Grid Az
 NM1833:SPC SD S     -  KALSTAD AZ MK                            084 55 54.9
 NM1833:UTM  14      -  KALSTAD AZ MK                            085 52 33.1
 NM1833
 NM1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8493937130(NAD 83)
 NM1833
 NM1833|---------------------------------------------------------------------|
 NM1833| PID    Reference Object                     Distance      Geod. Az  |
 NM1833|                                                           dddmmss.s |
 NM1833| NM2031 KALSTAD AZ MK                                      0872439.6 |
 NM1833| NM1841 ELK POINT MUNICIPAL TANK            APPROX. 9.6 KM 1534306.0 |
 NM1833| NM2032 KALSTAD RM 1                         34.098 METERS 15700     |
 NM1833| TZ5024 KALSTAD RM 2                         30.020 METERS 28059     |
 NM1833|---------------------------------------------------------------------|
 NM1833
 NM1833                          SUPERSEDED SURVEY CONTROL
 NM1833
 NM1833  NAD 83(1995)-  42 45 51.85589(N)    096 44 22.92445(W) AD(       ) 2
 NM1833  NAD 83(1986)-  42 45 51.85987(N)    096 44 22.91717(W) AD(       ) 2
 NM1833  NAD 27      -  42 45 51.86600(N)    096 44 21.77600(W) AD(       ) 2
 NM1833
 NM1833.Superseded values are not recommended for survey control.
 NM1833
 NM1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1833.See file dsdata.pdf to determine how the superseded data were derived.
 NM1833
 NM1833_MARKER: DS = TRIANGULATION STATION DISK
 NM1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1833_STAMPING: KALSTAD 1948
 NM1833_MARK LOGO: CGS
 NM1833_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1833+STABILITY: SURFACE MOTION
 NM1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1833+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM1833
 NM1833  HISTORY     - Date     Condition        Report By
 NM1833  HISTORY     - 1948     MONUMENTED       CGS
 NM1833  HISTORY     - 1948     GOOD             CGS
 NM1833  HISTORY     - 1949     GOOD             CGS
 NM1833  HISTORY     - 19930908 GOOD             NGS
 NM1833  HISTORY     - 20120330 GOOD             INDIV
 NM1833
 NM1833                          STATION DESCRIPTION
 NM1833
 NM1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1833'STATION IS LOCATED ABOUT 10 MILES EAST OF VERMILLION AND
 NM1833'5 MILES NORTHWEST OF ELK POINT NEAR SOME FARM BUILDINGS.
 NM1833'STATION IS 44 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 NM1833'GRAVEL ROAD, 24 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 NM1833'DRIVEWAY AND 19 FEET SOUTH OF WITNESS POST AND FENCELINE.
 NM1833'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NM1833'KALSTAD 1948.
 NM1833'
 NM1833'REFERENCE MARK NO. 1 IS 111.87 FEET SOUTHEAST OF STATION,
 NM1833'11 FEET EAST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND
 NM1833'1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NM1833'AND THE DISK IS STAMPED KALSTAD NO 1 1948.
 NM1833'
 NM1833'REFERENCE MARK NO. 2 IS 98.49 FEET (SLOPE MEASUREMENT) WEST
 NM1833'OF STATION, 26 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 NM1833'GRAVEL ROAD AND 6 INCHES SOUTH OF FENCE.  THE MARK PROJECTS
 NM1833'ABOUT 4 INCHES AND THE DISK IS STAMPED KALSTAD NO 2 1948.
 NM1833'
 NM1833'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF STATION, 36
 NM1833'FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 2
 NM1833'FEET WEST OF WITNESS POST AND 1 FOOT SOUTHEAST OF GATE POST.
 NM1833'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 NM1833'KALSTAD 1948.
 NM1833'
 NM1833'TO REACH STATION FROM THE CAUTION LIGHT IN NORTH PART OF
 NM1833'ELK POINT GO NORTHWEST AND NORTH ON U.S. HIGHWAY 77 FOR 5.1
 NM1833'MILES TO ANGLING CROSSROADS AND SCHOOLHOUSE ON LEFT.  TURN
 NM1833'LEFT ON GRAVEL ROAD AND FOLLOW MAIN ROAD WEST, NORTH AND WEST FOR
 NM1833'2.2 MILES TO CROSSROADS AND SCHOOLHOUSE ON RIGHT.  CONTINUE
 NM1833'STRAIGHT AHEAD FOR 0.65 MILE TO WIRE GATE AND DRIVEWAY ON LEFT
 NM1833'AND TO STATION AS DESCRIBED.
 NM1833'
 NM1833'TO REACH AZIMUTH MARK FROM STATION GO EAST ON GRAVEL ROAD
 NM1833'FOR 0.3 MILE TO AZIMUTH ON LEFT OR NORTH SIDE OF ROAD NEAR
 NM1833'SOME TREES AS DESCRIBED.
 NM1833'
 NM1833'A 74 FOOT SIGNAL AT STATION WILLOWGHBY 1934 IS VISIBLE AT 15 FEET.
 NM1833'
 NM1833'A 47 FOOT SIGNAL AT STATION COAD IS VISIBLE FROM THE GROUND.
 NM1833'
 NM1833'A 4 FOOT SIGNAL AT STATION SCHWEER IS VISIBLE AT 15 FEET.
 NM1833'
 NM1833'A 4 FOOT SIGNAL AT STATION GIBBS IS VISIBLE AT 15 FEET.
 NM1833'
 NM1833'AN 87 FOOT SIGNAL AT STATION DOWD 1934 IS VISIBLE FROM THE
 NM1833'GROUND.
 NM1833'
 NM1833'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NM1833
 NM1833                          STATION RECOVERY (1948)
 NM1833
 NM1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM1833'RECOVERED IN GOOD CONDITION.
 NM1833
 NM1833                          STATION RECOVERY (1949)
 NM1833
 NM1833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1833'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1833'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION
 NM1833'TO REFERENCE MARK NO. 1.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NM1833
 NM1833                          STATION RECOVERY (1993)
 NM1833
 NM1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1833'5.5 KM (3.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM1833'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, THENCE 1.6 KM (1.00 MI)
 NM1833'SOUTHERLY ALONG A GRAVELED ROAD, THENCE 1.0 KM (0.60 MI) WESTERLY
 NM1833'ALONG A GRAVELED ROAD, 33.9 M (111.2 FT) WEST-NORTHWEST OF REFERENCE
 NM1833'MARK 1, 30.5 M (100.1 FT) NORTH OF A 36-INCH TREE, 14.5 M (47.6 FT)
 NM1833'SOUTH OF THE ROAD CENTER, 7.8 M (25.6 FT) WEST OF THE CENTER OF A
 NM1833'DRIVEWAY LEADING TO A FARM HOUSE, AND THE MONUMENT PROJECTS 0.1 M
 NM1833'(0.3 FT) ABOVE THE GROUND SURFACE.
 NM1833
 NM1833                          STATION RECOVERY (2012)
 NM1833
 NM1833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2031 ***********************************************************************
 NM2031  DESIGNATION -  KALSTAD AZ MK
 NM2031  PID         -  NM2031
 NM2031  STATE/COUNTY-  SD/UNION
 NM2031  COUNTRY     -  US
 NM2031  USGS QUAD   -  RICHLAND (2017)
 NM2031
 NM2031                         *CURRENT SURVEY CONTROL
 NM2031  ______________________________________________________________________
 NM2031* NAD 83(1986) POSITION- 42 45 53.     (N) 096 44 01.     (W)   SCALED
 NM2031* NAVD 88 ORTHO HEIGHT -   370.304 (meters)     1214.91  (feet) ADJUSTED
 NM2031  ______________________________________________________________________
 NM2031  GEOID HEIGHT    -        -25.559 (meters)                     GEOID18
 NM2031  DYNAMIC HEIGHT  -        370.201 (meters)     1214.57  (feet) COMP
 NM2031  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 NM2031
 NM2031  VERT ORDER      -  FIRST     CLASS II
 NM2031
 NM2031.The horizontal coordinates were scaled from a map and have
 NM2031.an estimated accuracy of +/- 6 seconds.
 NM2031
 NM2031.The orthometric height was determined by differential leveling and
 NM2031.adjusted by the NATIONAL GEODETIC SURVEY
 NM2031.in June 1994.
 NM2031
 NM2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2031.GEOID18 height accuracy estimate available here.
 NM2031
 NM2031.Click photographs - Photos may exist for this station.
 NM2031
 NM2031.The dynamic height is computed by dividing the NAVD 88
 NM2031.geopotential number by the normal gravity value computed on the
 NM2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2031.degrees latitude (g = 980.6199 gals.).
 NM2031
 NM2031.The modeled gravity was interpolated from observed gravity values.
 NM2031
 NM2031;                    North         East    Units  Estimated Accuracy
 NM2031;SPC SD S     -    54,310.      894,560.      MT  (+/- 180 meters Scaled)
 NM2031
 NM2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN854371(NAD 83)
 NM2031
 NM2031                          SUPERSEDED SURVEY CONTROL
 NM2031
 NM2031.No superseded survey control is available for this station.
 NM2031
 NM2031_MARKER: DZ = AZIMUTH MARK DISK
 NM2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2031_STAMPING: KALSTAD 1948
 NM2031_MARK LOGO: CGS
 NM2031_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2031+STABILITY: SURFACE MOTION
 NM2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2031+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2031
 NM2031  HISTORY     - Date     Condition        Report By
 NM2031  HISTORY     - 1948     MONUMENTED       CGS
 NM2031  HISTORY     - 19930908 GOOD             NGS
 NM2031  HISTORY     - 20120330 GOOD             INDIV
 NM2031
 NM2031                          STATION DESCRIPTION
 NM2031
 NM2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2031'5.5 KM (3.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2031'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, THENCE 1.6 KM (1.00 MI)
 NM2031'SOUTHERLY ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) WESTERLY
 NM2031'ALONG A GRAVELED ROAD, 29.0 M (95.1 FT) WEST OF THE CENTER OF THE
 NM2031'MOST WESTERLY OF 2 DRIVEWAYS, 13.9 M (45.6 FT) EAST OF A FENCE
 NM2031'CORNER, 11.0 M (36.1 FT) NORTH OF THE ROAD CENTER, 1.3 M (4.3 FT)
 NM2031'NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE
 NM2031'THE GROUND SURFACE.
 NM2031
 NM2031                          STATION RECOVERY (2012)
 NM2031
 NM2031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2032 ***********************************************************************
 NM2032  DESIGNATION -  KALSTAD RM 1
 NM2032  PID         -  NM2032
 NM2032  STATE/COUNTY-  SD/UNION
 NM2032  COUNTRY     -  US
 NM2032  USGS QUAD   -  RICHLAND (2017)
 NM2032
 NM2032                         *CURRENT SURVEY CONTROL
 NM2032  ______________________________________________________________________
 NM2032* NAD 83(1986) POSITION- 42 45 50.84   (N) 096 44 22.34   (W)   HD_HELD1
 NM2032* NAVD 88 ORTHO HEIGHT -   370.692 (meters)     1216.18  (feet) ADJUSTED
 NM2032  ______________________________________________________________________
 NM2032  GEOID HEIGHT    -        -25.556 (meters)                     GEOID18
 NM2032  DYNAMIC HEIGHT  -        370.589 (meters)     1215.84  (feet) COMP
 NM2032  MODELED GRAVITY -    980,330.9   (mgal)                       NAVD 88
 NM2032
 NM2032  VERT ORDER      -  FIRST     CLASS II
 NM2032
 NM2032.The horizontal coordinates were determined by differentially corrected
 NM2032.hand held GPS observations or other comparable positioning techniques
 NM2032.and have an estimated accuracy of +/- 3 meters.
 NM2032
 NM2032.The orthometric height was determined by differential leveling and
 NM2032.adjusted by the NATIONAL GEODETIC SURVEY
 NM2032.in June 1994.
 NM2032
 NM2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2032.GEOID18 height accuracy estimate available here.
 NM2032
 NM2032.Click photographs - Photos may exist for this station.
 NM2032
 NM2032.The dynamic height is computed by dividing the NAVD 88
 NM2032.geopotential number by the normal gravity value computed on the
 NM2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2032.degrees latitude (g = 980.6199 gals.).
 NM2032
 NM2032.The modeled gravity was interpolated from observed gravity values.
 NM2032
 NM2032;                    North         East    Units  Estimated Accuracy
 NM2032;SPC SD S     -    54,220.9     894,073.2     MT  (+/- 3 meters HH1 GPS) 
 NM2032
 NM2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8495337099(NAD 83)
 NM2032
 NM2032                          SUPERSEDED SURVEY CONTROL
 NM2032
 NM2032.No superseded survey control is available for this station.
 NM2032
 NM2032_MARKER: DR = REFERENCE MARK DISK
 NM2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2032_STAMPING: KALSTAD NO 1 1948
 NM2032_MARK LOGO: CGS
 NM2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2032+STABILITY: SURFACE MOTION
 NM2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2032+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 NM2032
 NM2032  HISTORY     - Date     Condition        Report By
 NM2032  HISTORY     - 1948     MONUMENTED       CGS
 NM2032  HISTORY     - 19930908 GOOD             NGS
 NM2032  HISTORY     - 20120330 GOOD             INDIV
 NM2032
 NM2032                          STATION DESCRIPTION
 NM2032
 NM2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2032'5.5 KM (3.40 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2032'INTERSTATE HIGHWAY 29 IN JUNCTION CITY, THENCE 1.6 KM (1.00 MI)
 NM2032'SOUTHERLY ALONG A GRAVELED ROAD, THENCE 1.0 KM (0.60 MI) WESTERLY
 NM2032'ALONG A GRAVELED ROAD, 48.4 M (158.8 FT) SOUTH OF THE ROAD CENTER,
 NM2032'33.9 M (111.2 FT) EAST-SOUTHEAST OF TRIANGULATION STATION KALSTAD,
 NM2032'14.6 M (47.9 FT) EAST OF A 36-INCH TREE, 3.4 M (11.2 FT) EAST OF THE
 NM2032'CENTER OF A DRIVEWAY LEADING TO A FARM HOUSE, AND THE MONUMENT
 NM2032'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 NM2032
 NM2032                          STATION RECOVERY (2012)
 NM2032
 NM2032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0854 ***********************************************************************
 PR0854  DESIGNATION -  KAMPESKA RESET
 PR0854  PID         -  PR0854
 PR0854  STATE/COUNTY-  SD/CODINGTON
 PR0854  COUNTRY     -  US
 PR0854  USGS QUAD   -  KAMPESKA (2017)
 PR0854
 PR0854                         *CURRENT SURVEY CONTROL
 PR0854  ______________________________________________________________________
 PR0854* NAD 83(1996) POSITION- 44 53 02.40285(N) 097 18 24.72322(W)   ADJUSTED
 PR0854* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 PR0854  ______________________________________________________________________
 PR0854  GEOID HEIGHT    -        -24.985 (meters)                     GEOID18
 PR0854  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 PR0854  HORZ ORDER      -  FIRST
 PR0854
 PR0854.The horizontal coordinates were established by classical geodetic methods
 PR0854.and adjusted by the National Geodetic Survey in January 1998.
 PR0854
 PR0854.The orthometric height was scaled from a topographic map.
 PR0854
 PR0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0854.GEOID18 height accuracy estimate available here.
 PR0854
 PR0854.Click photographs - Photos may exist for this station.
 PR0854
 PR0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0854
 PR0854. The following values were computed from the NAD 83(1996) position.
 PR0854
 PR0854;                    North         East     Units Scale Factor Converg.
 PR0854;SPC SD N     -   120,290.929   812,721.700   MT  0.99994335   +1 54 21.7
 PR0854;SPC SD N     -   394,654.49  2,666,404.44   sFT  0.99994335   +1 54 21.7
 PR0854;UTM  14      - 4,971,458.874   633,713.829   MT  0.99981986   +1 11 41.9
 PR0854
 PR0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0854!SPC SD N     -   0.99992031  x   0.99994335  =   0.99986366
 PR0854!UTM  14      -   0.99992031  x   0.99981986  =   0.99974018
 PR0854
 PR0854:                Primary Azimuth Mark                     Grid Az
 PR0854:SPC SD N     -  KAMPESKA AZ MK                           207 51 31.8
 PR0854:UTM  14      -  KAMPESKA AZ MK                           208 34 11.6
 PR0854
 PR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3371371458(NAD 83)
 PR0854
 PR0854|---------------------------------------------------------------------|
 PR0854| PID    Reference Object                     Distance      Geod. Az  |
 PR0854|                                                           dddmmss.s |
 PR0854| PR0840 WATERTOWN MUN AIRPORT BEACON        APPROX.12.3 KM 0700014.1 |
 PR0854| PR0832 WATERTOWN CITY HALL CLOCK TWR       APPROX.15.2 KM 0825647.8 |
 PR0854| PR0826 WATERTOWN MUN P AND L CO STK        APPROX.15.8 KM 0830158.9 |
 PR0854| PR0834 WATERTOWN RAD STA KWAT S MAST       APPROX.15.6 KM 0952704.6 |
 PR0854| CO5731 KAMPESKA RM 1                        41.136 METERS 14431     |
 PR0854| CO5730 KAMPESKA AZ MK                                     2094553.5 |
 PR0854| CO5732 KAMPESKA RM 2                        41.138 METERS 21319     |
 PR0854| PR0855 OUR SAVIORS LUTH CH SPIRE           APPROX.15.1 KM 2334943.8 |
 PR0854|---------------------------------------------------------------------|
 PR0854
 PR0854                          SUPERSEDED SURVEY CONTROL
 PR0854
 PR0854  NAD 83(1986)-  44 53 02.40012(N)    097 18 24.70653(W) AD(       ) 1
 PR0854  NAD 27      -  44 53 02.53700(N)    097 18 23.42800(W) AD(       ) 1
 PR0854
 PR0854.Superseded values are not recommended for survey control.
 PR0854
 PR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0854.See file dsdata.pdf to determine how the superseded data were derived.
 PR0854
 PR0854_MARKER: DS = TRIANGULATION STATION DISK
 PR0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0854_STAMPING: KAMPESKA 1935 1973
 PR0854_MARK LOGO: CGS
 PR0854_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0854
 PR0854  HISTORY     - Date     Condition        Report By
 PR0854  HISTORY     - 1973     MONUMENTED       NGS
 PR0854  HISTORY     - 1973     GOOD             NGS
 PR0854  HISTORY     - 19921024 SEE DESCRIPTION  NGS
 PR0854
 PR0854                          STATION DESCRIPTION
 PR0854
 PR0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PR0854'THE SURFACE AND SUB-SURFACE STATION MARKS WERE FOUND DESTROYED.
 PR0854'THE SURFACE STATION MARK WAS FOUND PUSHED OVER, APPARENTLY BY
 PR0854'FARM MACHINERY.  WHEN THE SURFACE MARK WAS PULLED UP, THE
 PR0854'SUB-SURFACE MARK WAS STUCK TO IT.  REFERENCE MARKS NO. 1 AND
 PR0854'NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 PR0854'NEW STATION MARKS WERE SET AT THE ORIGINAL LOCATION FROM THE
 PR0854'REFERENCE AND AZIMUTH MARKS.  POLARIS WAS OBSERVED TO CHECK THE
 PR0854'DIRECTION TO THE AZIMUTH MARK.  THE DISKS WERE REMOVED FROM
 PR0854'THE ORIGINAL STATION MARKS AT THIS TIME.
 PR0854'
 PR0854'A NEW DESCRIPTION FOLLOWS--
 PR0854'
 PR0854'THE STATION IS LOCATED ON A LOW HILL IN A CULTIVATED FIELD,
 PR0854'ABOUT 9-1/2 MILES WEST OF WATERTOWN, 7-1/2 MILES EAST OF HENRY,
 PR0854'AND 1/2 MILE NORTH OF U.S. HIGHWAY 212, IN SEC. 3, T 116 N,
 PR0854'R 54 W.  THE STATION MARK IS ON PROPERTY OF MR. ARBIE RONKE,
 PR0854'THE REFERENCE MARKS ARE ON STATE LAND PURCHASED FOR HIGHWAY
 PR0854'RIGHT-OF-WAY BUT NOT DEVELOPED, THE AZIMUTH MARK IS IN THE
 PR0854'EAST LINE FENCE OF A SECTION LINE ROAD.
 PR0854'
 PR0854'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 PR0854'81 AND 212 IN WATERTOWN, GO WEST, SOUTH, AND WEST ON HIGHWAY
 PR0854'212 FOR 10.9 MILES TO A SECTION LINE TRACK ROAD ON THE RIGHT,
 PR0854'TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.3 MILE TO THE
 PR0854'AZIMUTH MARK AS DESCRIBED ON THE RIGHT, CONTINUE NORTH ON THE
 PR0854'TRACK ROAD FOR 0.2 MILE TO A HEDGE ROW BETWEEN FIELDS,
 PR0854'TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF THE HEDGE ROW
 PR0854'FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 PR0854'
 PR0854'THE STATION MARK IS A STANDARD DISK STAMPED KAMPESKA 1935
 PR0854'1973, SET IN A ROUND CONCRETE MONUMENT 18-INCHES BELOW GROUND
 PR0854'SURFACE, IT IS 16-INCHES IN DIAMETER AND A METAL PLATE WAS
 PR0854'LAID OVER THE DISK TO AID IN RECOVERY OF THE MARK.  IT IS 124
 PR0854'FEET NORTH OF THE LINE OF TREES, AND 110 FEET NORTH OF AN OLD
 PR0854'FENCE LINE.
 PR0854'
 PR0854'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KAMPESKA NO 1
 PR0854'1935, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PR0854'IT IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, 14 FEET NORTH
 PR0854'OF A LINE OF TREES, AND 1.4 FEET WEST OF A METAL WITNESS POST.
 PR0854'
 PR0854'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KAMPESKA NO 2
 PR0854'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 PR0854'IT IS AT THE SOUTH EDGE OF THE FIELD, 14 FEET NORTH OF THE
 PR0854'LINE OF TREES, AND 1.0 FOOT EAST OF A METAL WITNESS POST.
 PR0854'
 PR0854'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KAMPESKA 1935,
 PR0854'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 PR0854'IS IN THE FENCE LINE ON THE EAST SIDE OF THE SECTION LINE
 PR0854'ROAD, 195 FEET NORTH OF AN EAST-WEST LINE OF TREES, 2 FEET
 PR0854'NORTH OF A WOODEN WITNESS POST, AND 115 FEET NORTH OF A METAL
 PR0854'WITNESS POST.
 PR0854'
 PR0854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 PR0854'MILES E OF HENRY
 PR0854
 PR0854                          STATION RECOVERY (1973)
 PR0854
 PR0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PR0854'RECOVERED IN GOOD CONDITION.
 PR0854
 PR0854                          STATION RECOVERY (1992)
 PR0854
 PR0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR0854'STATION WAS SEARCHED FOR BUT NOT FOUND.  BOTH REFERENCE MARKS WERE
 PR0854'FOUND AND DISTANCES TO STATION TAPED AND A THREE-FOOT HOLE DUG.  NO
 PR0854'TRACE OF MARK OR METAL PLATE MENTIONED IN 1973 DESCRIPTION WAS FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0737 ***********************************************************************
 QS0737  DESIGNATION -  KARL
 QS0737  PID         -  QS0737
 QS0737  STATE/COUNTY-  SD/POTTER
 QS0737  COUNTRY     -  US
 QS0737  USGS QUAD   -  LAKE HURLEY NE (2017)
 QS0737
 QS0737                         *CURRENT SURVEY CONTROL
 QS0737  ______________________________________________________________________
 QS0737* NAD 83(1996) POSITION- 45 11 15.10967(N) 100 02 14.64743(W)   ADJUSTED
 QS0737* NAVD 88 ORTHO HEIGHT -   639.    (meters)     2096.    (feet) SCALED
 QS0737  ______________________________________________________________________
 QS0737  GEOID HEIGHT    -        -22.300 (meters)                     GEOID18
 QS0737  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 QS0737  HORZ ORDER      -  SECOND
 QS0737
 QS0737.The horizontal coordinates were established by classical geodetic methods
 QS0737.and adjusted by the National Geodetic Survey in January 1998.
 QS0737
 QS0737.The orthometric height was scaled from a topographic map.
 QS0737
 QS0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0737.GEOID18 height accuracy estimate available here.
 QS0737
 QS0737.Click photographs - Photos may exist for this station.
 QS0737
 QS0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0737
 QS0737. The following values were computed from the NAD 83(1996) position.
 QS0737
 QS0737;                    North         East     Units Scale Factor Converg.
 QS0737;SPC SD N     -   150,483.014   597,060.772   MT  0.99994194   -0 01 35.3
 QS0737;SPC SD N     -   493,709.69  1,958,856.88   sFT  0.99994194   -0 01 35.3
 QS0737;UTM  14      - 5,004,306.428   418,504.025   MT  0.99968166   -0 44 09.6
 QS0737
 QS0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0737!SPC SD N     -   0.99990326  x   0.99994194  =   0.99984521
 QS0737!UTM  14      -   0.99990326  x   0.99968166  =   0.99958495
 QS0737
 QS0737:                Primary Azimuth Mark                     Grid Az
 QS0737:SPC SD N     -  LEMLER                                   274 39 46.4
 QS0737:UTM  14      -  LEMLER                                   275 22 20.7
 QS0737
 QS0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1850404306(NAD 83)
 QS0737
 QS0737|---------------------------------------------------------------------|
 QS0737| PID    Reference Object                     Distance      Geod. Az  |
 QS0737|                                                           dddmmss.s |
 QS0737| CO5734 KARL RM 2                            22.395 METERS 17530     |
 QS0737| CO5733 KARL RM 1                            12.569 METERS 27416     |
 QS0737| QS0743 LEMLER                              APPROX. 9.7 KM 2743811.1 |
 QS0737|---------------------------------------------------------------------|
 QS0737
 QS0737                          SUPERSEDED SURVEY CONTROL
 QS0737
 QS0737  NAD 83(1986)-  45 11 15.10099(N)    100 02 14.64999(W) AD(       ) 2
 QS0737  NAD 27      -  45 11 15.14018(N)    100 02 13.21627(W) AD(       ) 2
 QS0737
 QS0737.Superseded values are not recommended for survey control.
 QS0737
 QS0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0737.See file dsdata.pdf to determine how the superseded data were derived.
 QS0737
 QS0737_MARKER: DD = SURVEY DISK
 QS0737_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0737+WITH SETTING: INFORMATION.
 QS0737_STAMPING: ET KARL 1967
 QS0737_MARK LOGO: USGS
 QS0737_PROJECTION: FLUSH
 QS0737_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0737
 QS0737  HISTORY     - Date     Condition        Report By
 QS0737  HISTORY     - 1967     MONUMENTED       USGS
 QS0737
 QS0737                          STATION DESCRIPTION
 QS0737
 QS0737'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0737'THE STATION IS LOCATED APPROX. 23.0 MI S. AND 1.0 MI E. OF THE
 QS0737'TOWN OF SELBY, T. 121 N., R. 76 W., NEAR THE SW. COR. OF SEC.
 QS0737'20.
 QS0737'
 QS0737'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 QS0737'STATE HWY. 103, AT THE TOWN OF SELBY, GO S. ALONG U.S. HWY.
 QS0737'83 FOR 22.6 MI TO A CROSSROAD, TURN LEFT (E.) AND GO 1.1 MI
 QS0737'ALONG DIRT RD. TO TOP OF SMALL HILL AND STATION ON LEFT (N.).
 QS0737'
 QS0737'STATION MARK IS 34 FT N. AND 24 FT W. OF CENTER OF RD. AT FIELD
 QS0737'DRIVE N., 3 FT W. FENCE POST, 2 FT N. AND 3 FT W. OF USGS WITNESS
 QS0737'POST, STAMPED ET KARL 1967.
 QS0737'
 QS0737'REFERENCE MARK NO. 1 IS W. OF THE STATION, 38 FT N. AND 66 FT
 QS0737'W. OF CENTER OF FIELD DRIVE N. AND RD., 2 FT S. TELEPHONE POLE,
 QS0737'STAMPED KARL NO. 1 1967.
 QS0737'
 QS0737'REFERENCE MARK NO. 2 IS S. OF THE STATION, 40 FT S. AND 19 FT W.
 QS0737'OF CENTER OF RD. AT A FIELD DRIVE N., STAMPED KARL NO. 2 1967.
 QS0737'
 QS0737'AZIMUTH MARK - NONE SET.
 QS0737'
 QS0737'REFERENCE AZIMUTH - NONE OBSERVED.
 QS0737'
 QS0737'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0737'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0737'TILES, 12 INS. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0737'
 QS0737'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0797 ***********************************************************************
 NM0797  DESIGNATION -  KARPEN
 NM0797  PID         -  NM0797
 NM0797  STATE/COUNTY-  SD/UNION
 NM0797  COUNTRY     -  US
 NM0797  USGS QUAD   -  JEFFERSON (2017)
 NM0797
 NM0797                         *CURRENT SURVEY CONTROL
 NM0797  ______________________________________________________________________
 NM0797* NAD 83(1996) POSITION- 42 32 50.36045(N) 096 36 04.46097(W)   ADJUSTED
 NM0797* NAVD 88 ORTHO HEIGHT -   339.733 (meters)     1114.61  (feet) ADJUSTED
 NM0797  ______________________________________________________________________
 NM0797  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 NM0797  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 NM0797  DYNAMIC HEIGHT  -        339.626 (meters)     1114.26  (feet) COMP
 NM0797  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 NM0797
 NM0797  HORZ ORDER      -  SECOND
 NM0797  VERT ORDER      -  SECOND    CLASS 0
 NM0797
 NM0797.The horizontal coordinates were established by classical geodetic methods
 NM0797.and adjusted by the National Geodetic Survey in January 1998.
 NM0797
 NM0797.The orthometric height was determined by differential leveling and
 NM0797.adjusted by the NATIONAL GEODETIC SURVEY
 NM0797.in June 1991.
 NM0797
 NM0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0797.GEOID18 height accuracy estimate available here.
 NM0797
 NM0797.Click photographs - Photos may exist for this station.
 NM0797
 NM0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0797
 NM0797.The dynamic height is computed by dividing the NAVD 88
 NM0797.geopotential number by the normal gravity value computed on the
 NM0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0797.degrees latitude (g = 980.6199 gals.).
 NM0797
 NM0797.The modeled gravity was interpolated from observed gravity values.
 NM0797
 NM0797. The following values were computed from the NAD 83(1996) position.
 NM0797
 NM0797;                    North         East     Units Scale Factor Converg.
 NM0797;SPC SD S     -    30,659.733   906,464.373   MT  1.00007996   +2 34 28.5
 NM0797;SPC SD S     -   100,589.47  2,973,958.53   sFT  1.00007996   +2 34 28.5
 NM0797;UTM  14      - 4,713,336.428   696,953.229   MT  1.00007728   +1 37 21.2
 NM0797
 NM0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0797!SPC SD S     -   0.99995076  x   1.00007996  =   1.00003072
 NM0797!UTM  14      -   0.99995076  x   1.00007728  =   1.00002804
 NM0797
 NM0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9695313336(NAD 83)
 NM0797
 NM0797                          SUPERSEDED SURVEY CONTROL
 NM0797
 NM0797  NAD 83(1995)-  42 32 50.36045(N)    096 36 04.46099(W) AD(       ) 2
 NM0797  NAD 83(1986)-  42 32 50.36471(N)    096 36 04.45834(W) AD(       ) 2
 NM0797  NAD 27      -  42 32 50.37900(N)    096 36 03.33600(W) AD(       ) 2
 NM0797  NGVD 29 (??/??/92)  339.559  (m)         1114.04   (f) ADJ UNCH    2 0
 NM0797  NGVD 29             339.56   (m)         1114.0    (f) LEVELING    3  
 NM0797
 NM0797.Superseded values are not recommended for survey control.
 NM0797
 NM0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0797.See file dsdata.pdf to determine how the superseded data were derived.
 NM0797
 NM0797_MARKER: DD = SURVEY DISK
 NM0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0797_STAMPING: KARPEN
 NM0797_MARK LOGO: USACE
 NM0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0797+STABILITY: SURFACE MOTION
 NM0797
 NM0797  HISTORY     - Date     Condition        Report By
 NM0797  HISTORY     - 1948     MONUMENTED       USACE
 NM0797  HISTORY     - 1948     GOOD             CGS
 NM0797
 NM0797                          STATION DESCRIPTION
 NM0797
 NM0797'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (MEW)
 NM0797'THE STATION IS LOCATED ABOUT 2.0 MILES WEST AND 4.0 MILES
 NM0797'SOUTH OF JEFFERSON AND ABOUT 1.5 MILES EAST OF THE RIVER.  IT
 NM0797'IS 12 FEET WEST OF MR. BEAVERS DRIVEWAY AND 4 FEET NORTHWEST
 NM0797'OF A CORNER POST.  THE MARK IS A 3 INCH BRONZE CAP SET IN
 NM0797'IRREGULAR MASS OF CONCRETE.  THE CAP HAS U.S. ENG DEPT AND
 NM0797'A TRIANGLE AT THE CENTER CAST ON ITS FACE AND IS STAMPED
 NM0797'KARPEN.
 NM0797'
 NM0797'IT IS 4.450 METERS (14.60 FEET) NORTHEAST OF STATION BEAVER.
 NM0797'
 NM0797'TO REACH FROM THE CENTER OF THE BRIDGE OVER THE BIG SIOUX RIVER
 NM0797'JUST NORTH OF RIVERSIDE, GO NORTH ON HIGHWAY 77 FOR 2.25 MILES
 NM0797'TO A T ROAD LEFT, TURN LEFT ON HARD SURFACED ROAD FOR 1.2 MILES
 NM0797'TO CROSSROADS AND END OF HARD SURFACE, CONTINUE STRAIGHT AHEAD FOR
 NM0797'3.6 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.25
 NM0797'MILE TO MR. BEAVERS HOME ON THE RIGHT AND THE STATION.
 NM0797
 NM0797                          STATION RECOVERY (1948)
 NM0797
 NM0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0797'6.6 MI S FROM JEFFERSON.
 NM0797'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0797'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0797'WEST ALONG A PAVED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVEL
 NM0797'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVEL ROAD, AT A FARMHOUSE,
 NM0797'14.7 FEET NORTHEAST OF A TRIANGULATION STATION BEAVER, 49.0 FEET
 NM0797'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 33.0 FEET NORTH
 NM0797'OF THE CENTER LINE OF A EAST-WEST ROAD, 10.0 FEET WEST OF THE
 NM0797'CENTER LINE OF A PRIVATE ROAD, 3.8 FEET NORTH OF THE NORTH
 NM0797'RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF A NORTH-SOUTH FENCE,
 NM0797'PROJECTING 0.2 FOOT ABOVE THE GROUND, SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2356 ***********************************************************************
 PU2356  DESIGNATION -  KEITH
 PU2356  PID         -  PU2356
 PU2356  STATE/COUNTY-  SD/BUTTE
 PU2356  COUNTRY     -  US
 PU2356  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU2356
 PU2356                         *CURRENT SURVEY CONTROL
 PU2356  ______________________________________________________________________
 PU2356* NAD 83(1996) POSITION- 44 54 28.31519(N) 103 40 31.74999(W)   ADJUSTED
 PU2356* NAVD 88 ORTHO HEIGHT -   967.    (meters)     3173.    (feet) SCALED
 PU2356  ______________________________________________________________________
 PU2356  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 PU2356  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 PU2356  HORZ ORDER      -  SECOND
 PU2356
 PU2356.The horizontal coordinates were established by classical geodetic methods
 PU2356.and adjusted by the National Geodetic Survey in January 1998.
 PU2356
 PU2356.The orthometric height was scaled from a topographic map.
 PU2356
 PU2356.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2356.GEOID18 height accuracy estimate available here.
 PU2356
 PU2356.Click photographs - Photos may exist for this station.
 PU2356
 PU2356.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2356
 PU2356. The following values were computed from the NAD 83(1996) position.
 PU2356
 PU2356;                    North         East     Units Scale Factor Converg.
 PU2356;SPC SD N     -   125,991.880   309,851.952   MT  0.99994223   -2 36 04.6
 PU2356;SPC SD N     -   413,358.36  1,016,572.61   sFT  0.99994223   -2 36 04.6
 PU2356;UTM  13      - 4,973,568.767   604,559.168   MT  0.99973443   +0 56 06.5
 PU2356
 PU2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2356!SPC SD N     -   0.99985084  x   0.99994223  =   0.99979308
 PU2356!UTM  13      -   0.99985084  x   0.99973443  =   0.99958531
 PU2356
 PU2356:                Primary Azimuth Mark                     Grid Az
 PU2356:SPC SD N     -  LONETREE                                 029 27 17.2
 PU2356:UTM  13      -  LONETREE                                 025 55 06.1
 PU2356
 PU2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0455973568(NAD 83)
 PU2356
 PU2356|---------------------------------------------------------------------|
 PU2356| PID    Reference Object                     Distance      Geod. Az  |
 PU2356|                                                           dddmmss.s |
 PU2356| PU2355 LONETREE                            APPROX. 4.6 KM 0265112.6 |
 PU2356| CP9737 KEITH RM 1                           11.955 METERS 03027     |
 PU2356| CP9738 KEITH RM 2                           14.316 METERS 13451     |
 PU2356|---------------------------------------------------------------------|
 PU2356
 PU2356                          SUPERSEDED SURVEY CONTROL
 PU2356
 PU2356  NAD 83(1993)-  44 54 28.31047(N)    103 40 31.74944(W) AD(       ) 2
 PU2356  NAD 83(1986)-  44 54 28.30459(N)    103 40 31.74566(W) AD(       ) 2
 PU2356  NAD 27      -  44 54 28.34370(N)    103 40 30.03450(W) AD(       ) 2
 PU2356
 PU2356.Superseded values are not recommended for survey control.
 PU2356
 PU2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2356.See file dsdata.pdf to determine how the superseded data were derived.
 PU2356
 PU2356_MARKER: DS = TRIANGULATION STATION DISK
 PU2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2356_STAMPING: KEITH 1962
 PU2356_MARK LOGO: CGS
 PU2356_PROJECTION: FLUSH
 PU2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2356+STABILITY: SURFACE MOTION
 PU2356
 PU2356  HISTORY     - Date     Condition        Report By
 PU2356  HISTORY     - 1962     MONUMENTED       CGS
 PU2356
 PU2356                          STATION DESCRIPTION
 PU2356
 PU2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2356'THE STATION IS 18-1/2 MILES NORTHEAST OF BELLE FOURCHE, IN THE
 PU2356'NORTHEAST QUARTER OF SECTION 19, T 11 N, R 4 E, AND ON PROPERTY
 PU2356'OWNED BY MR. SAM BOBER.
 PU2356'
 PU2356'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 PU2356'AND 212 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON U.S.
 PU2356'HIGHWAY 85 FOR 13.75 MILES TO THE CREST OF A RIDGE AND A SIDE
 PU2356'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 7.9 MILES
 PU2356'TO A T-INTERSECTION.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD
 PU2356'FOR 2.2 MILES TO A FIELD ROAD ENTRANCE ON THE LEFT AND SOME
 PU2356'OLD FARM BUILDINGS ON THE RIGHT.  TURN LEFT ON THE FIELD ROAD
 PU2356'AND GO WESTERLY FOR 0.55 MILE TO A GATE.  CONTINUE WESTERLY ON
 PU2356'THE FIELD ROAD FOR 0.9 MILE TO A RED SHED ON THE LEFT.
 PU2356'CONTINUE WESTERLY ON THE FIELD ROAD FOR 0.1 MILE TO A FORK.
 PU2356'TURN LEFT, UPHILL, ON A DIM TRACK ROAD FOR 0.15 MILE TO THE
 PU2356'CREST OF A RIDGE AND A DIM TRACK ROAD ON THE LEFT.  TURN LEFT ON
 PU2356'THE DIM TRACK ROAD FOR 0.2 MILE TO THE HIGHEST PART OF THE
 PU2356'HILL AND THE STATION.
 PU2356'
 PU2356'STATION MARKS ARE STANDARD DISKS STAMPED KEITH 1962.  THE SURFACE
 PU2356'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 PU2356'SURFACE OF THE GROUND.  IT IS ON THE HIGHEST PART OF THE HILL.
 PU2356'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PU2356'38 INCHES BELOW THE SURFACE OF THE GROUND.
 PU2356'
 PU2356'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KEITH NO 1 1962, IS
 PU2356'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 PU2356'OF THE GROUND.  IT IS 1 FOOT LOWER IN ELEVATION THAN THE
 PU2356'STATION.
 PU2356'
 PU2356'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KEITH NO 2 1962,
 PU2356'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 PU2356'OF THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 PU2356'
 PU2356'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1896 ***********************************************************************
 NM1896  DESIGNATION -  KELLY
 NM1896  PID         -  NM1896
 NM1896  STATE/COUNTY-  SD/BON HOMME
 NM1896  COUNTRY     -  US
 NM1896  USGS QUAD   -  SPRINGFIELD (2017)
 NM1896
 NM1896                         *CURRENT SURVEY CONTROL
 NM1896  ______________________________________________________________________
 NM1896* NAD 83(1996) POSITION- 42 47 53.19222(N) 097 57 26.62509(W)   ADJUSTED
 NM1896* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 NM1896  ______________________________________________________________________
 NM1896  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 NM1896  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 NM1896  HORZ ORDER      -  SECOND
 NM1896
 NM1896.The horizontal coordinates were established by classical geodetic methods
 NM1896.and adjusted by the National Geodetic Survey in January 1998.
 NM1896
 NM1896.The orthometric height was scaled from a topographic map.
 NM1896
 NM1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1896.GEOID18 height accuracy estimate available here.
 NM1896
 NM1896.Click photographs - Photos may exist for this station.
 NM1896
 NM1896.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1896
 NM1896. The following values were computed from the NAD 83(1996) position.
 NM1896
 NM1896;                    North         East     Units Scale Factor Converg.
 NM1896;SPC SD S     -    54,413.198   794,344.483   MT  1.00000853   +1 38 20.6
 NM1896;SPC SD S     -   178,520.63  2,606,111.86   sFT  1.00000853   +1 38 20.6
 NM1896;UTM  14      - 4,738,922.606   585,259.017   MT  0.99968943   +0 42 30.3
 NM1896
 NM1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1896!SPC SD S     -   0.99993597  x   1.00000853  =   0.99994450
 NM1896!UTM  14      -   0.99993597  x   0.99968943  =   0.99962542
 NM1896
 NM1896:                Primary Azimuth Mark                     Grid Az
 NM1896:SPC SD S     -  LOST CREEK                               108 19 38.3
 NM1896:UTM  14      -  LOST CREEK                               109 15 28.6
 NM1896
 NM1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8525938922(NAD 83)
 NM1896
 NM1896|---------------------------------------------------------------------|
 NM1896| PID    Reference Object                     Distance      Geod. Az  |
 NM1896|                                                           dddmmss.s |
 NM1896| NM1830 LOST CREEK                          APPROX. 4.9 KM 1095758.9 |
 NM1896|---------------------------------------------------------------------|
 NM1896
 NM1896                          SUPERSEDED SURVEY CONTROL
 NM1896
 NM1896  NAD 83(1986)-  42 47 53.20192(N)    097 57 26.62315(W) AD(       ) 2
 NM1896  NAD 27      -  42 47 53.19900(N)    097 57 25.37100(W) AD(       ) 2
 NM1896  MORC        -  42 47 50.98000(N)    097 57 26.60000(W) AD(       ) 3
 NM1896
 NM1896.Superseded values are not recommended for survey control.
 NM1896
 NM1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1896.See file dsdata.pdf to determine how the superseded data were derived.
 NM1896
 NM1896
 NM1896  HISTORY     - Date     Condition        Report By
 NM1896  HISTORY     - 1890     MONUMENTED       MORC
 NM1896
 NM1896                          STATION DESCRIPTION
 NM1896
 NM1896'DESCRIBED BY MISSOURI RIVER COMMISSION 1890
 NM1896'KELLY IS ON LEFT BANK, ON A RATHER FLAT HILL AND SLIGHTLY
 NM1896'ON ITS SOUTHERN SLOPE.  A WAGON ROAD RUNS AROUND THE STATION
 NM1896'TO HOUSE OF HUGH KELLY.  STATION IS 1,200 FEET SOUTHEAST FROM
 NM1896'SAID HOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0008 ***********************************************************************
 QS0008  DESIGNATION -  KEN
 QS0008  PID         -  QS0008
 QS0008  STATE/COUNTY-  SD/CORSON
 QS0008  COUNTRY     -  US
 QS0008  USGS QUAD   -  KENEL (2017)
 QS0008
 QS0008                         *CURRENT SURVEY CONTROL
 QS0008  ______________________________________________________________________
 QS0008* NAD 83(1996) POSITION- 45 51 45.79812(N) 100 25 43.38394(W)   ADJUSTED
 QS0008* NAVD 88 ORTHO HEIGHT -   604.040 (meters)     1981.75  (feet) ADJUSTED
 QS0008  ______________________________________________________________________
 QS0008  GEOID HEIGHT    -        -21.719 (meters)                     GEOID18
 QS0008  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC18
 QS0008  DYNAMIC HEIGHT  -        604.004 (meters)     1981.64  (feet) COMP
 QS0008  MODELED GRAVITY -    980,536.3   (mgal)                       NAVD 88
 QS0008
 QS0008  HORZ ORDER      -  SECOND
 QS0008  VERT ORDER      -  FIRST     CLASS II
 QS0008
 QS0008.The horizontal coordinates were established by classical geodetic methods
 QS0008.and adjusted by the National Geodetic Survey in January 1998.
 QS0008
 QS0008.The orthometric height was determined by differential leveling and
 QS0008.adjusted by the NATIONAL GEODETIC SURVEY
 QS0008.in June 1991.
 QS0008
 QS0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0008.GEOID18 height accuracy estimate available here.
 QS0008
 QS0008.Click photographs - Photos may exist for this station.
 QS0008
 QS0008.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0008
 QS0008.The dynamic height is computed by dividing the NAVD 88
 QS0008.geopotential number by the normal gravity value computed on the
 QS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0008.degrees latitude (g = 980.6199 gals.).
 QS0008
 QS0008.The modeled gravity was interpolated from observed gravity values.
 QS0008
 QS0008. The following values were computed from the NAD 83(1996) position.
 QS0008
 QS0008;                    North         East     Units Scale Factor Converg.
 QS0008;SPC SD N     -   225,611.054   566,706.913   MT  1.00003957   -0 18 12.3
 QS0008;SPC SD N     -   740,192.27  1,859,270.93   sFT  1.00003957   -0 18 12.3
 QS0008;UTM  14      - 5,079,787.555   389,098.137   MT  0.99975120   -1 01 31.6
 QS0008
 QS0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0008!SPC SD N     -   0.99990872  x   1.00003957  =   0.99994828
 QS0008!UTM  14      -   0.99990872  x   0.99975120  =   0.99965994
 QS0008
 QS0008:                Primary Azimuth Mark                     Grid Az
 QS0008:SPC SD N     -  POLLOCK                                  040 07 03.5
 QS0008:UTM  14      -  POLLOCK                                  040 50 22.8
 QS0008
 QS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8909879787(NAD 83)
 QS0008
 QS0008|---------------------------------------------------------------------|
 QS0008| PID    Reference Object                     Distance      Geod. Az  |
 QS0008|                                                           dddmmss.s |
 QS0008| QS0724 POLLOCK                             APPROX. 5.4 KM 0394851.2 |
 QS0008| QS0007 KEN AZ MK                                          2161237.0 |
 QS0008| QS0009 KEN RM 1                             13.312 METERS 23351     |
 QS0008| QS0010 KEN RM 2                             14.490 METERS 32847     |
 QS0008|---------------------------------------------------------------------|
 QS0008
 QS0008                          SUPERSEDED SURVEY CONTROL
 QS0008
 QS0008  NAD 83(1986)-  45 51 45.78828(N)    100 25 43.37918(W) AD(       ) 2
 QS0008  NAD 27      -  45 51 45.79200(N)    100 25 41.91800(W) AD(       ) 2
 QS0008  NGVD 29 (??/??/92)  603.659  (m)         1980.50   (f) ADJ UNCH    1 2
 QS0008  NGVD 29             603.67   (m)         1980.5    (f) LEVELING    3  
 QS0008
 QS0008.Superseded values are not recommended for survey control.
 QS0008
 QS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0008.See file dsdata.pdf to determine how the superseded data were derived.
 QS0008
 QS0008_MARKER: DS = TRIANGULATION STATION DISK
 QS0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0008_STAMPING: KEN 1948
 QS0008_MARK LOGO: CGS
 QS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0008+STABILITY: SURFACE MOTION
 QS0008
 QS0008  HISTORY     - Date     Condition        Report By
 QS0008  HISTORY     - 1948     MONUMENTED       CGS
 QS0008  HISTORY     - 1949     GOOD             CGS
 QS0008
 QS0008                          STATION DESCRIPTION
 QS0008
 QS0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0008'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF KENNEL,
 QS0008'1-1/4 MILES SOUTHWEST FROM THE MISSOURI RIVER, ON NORTH EDGE
 QS0008'OF A SPUR RIDGE OVERLOOKING THE RIVER VALLEY, ON THE
 QS0008'STANDING ROCK INDIAN RESERVATION.
 QS0008'
 QS0008'TO REACH THE STATION FROM THE POST OFFICE AT KENNEL, GO SOUTHERLY
 QS0008'ON MAIN ROAD FOR 4.9 MILES TO A T-ROAD LEFT, AND MAIL BOX
 QS0008'ON RIGHT.  TURN LEFT ON T-ROAD AND GO 0.5 MILE TO THREE FORKS,
 QS0008'KEEP MIDDLE FORK FOR 0.1 MILE TO WIRE GATE, PASS THROUGH WIRE
 QS0008'GATE AND CONTINUE 0.45 MILE TO ANOTHER WIRE GATE.  PASS
 QS0008'THROUGH GATE AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 QS0008'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO FORKS IN DEEP SADDLE.
 QS0008'KEEP STRAIGHT AHEAD ON DIM TRACKS UP STEEP SLOPE TO TOP OF
 QS0008'NEXT RIDGE, BEAR RIGHT AND GO EAST AND NORTH AROUND EDGE OF
 QS0008'HAYFIELD FOR A TOTAL DISTANCE OF 0.35 MILE TO HIGHEST POINT AND
 QS0008'STATION ON EXTREME NORTH POINT OF RIDGE.
 QS0008'
 QS0008'THE STATION MARK IS 7 FEET NORTH OF A WHITE WITNESS POST
 QS0008'AND 4 FEET WEST OF THE EASTERLY EDGE OF THE RIDGE.  IT IS
 QS0008'A STANDARD STATION MARK DISK, SET IN THE TOP OF A 12-INCH
 QS0008'SQUARE CONCRETE POST.  THE MARK PROJECTS ABOUT 3 INCHES, AND
 QS0008'THE DISK IS STAMPED KEN 1948.
 QS0008'
 QS0008'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK, SET
 QS0008'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 QS0008'4 INCHES, AND THE DISK IS STAMPED KEN NO 1 1948.
 QS0008'
 QS0008'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE EASTERLY EDGE OF
 QS0008'THE SPUR RIDGE.  IT IS A STANDARD REFERENCE MARK DISK SET IN
 QS0008'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 QS0008'ABOUT 4 INCHES, A D THE DISK IS STAMPED KEN NO 2 1948.
 QS0008'
 QS0008'AZIMUTH MARK IS 0.4 MILE FROM THE STATION, 30 FEET SOUTHEAST
 QS0008'OF A TRACK ROAD, AND 3 FEET NORTHEAST OF A WHITE WITNESS
 QS0008'POST.  IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 QS0008'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 QS0008'AND THE DISK IS STAMPED KEN 1948.
 QS0008'
 QS0008'STATIONS POLLOCK 1934, KENEL 1934, AND SPRING ARE VISIBLE FROM
 QS0008'THE GROUND.
 QS0008
 QS0008                          STATION RECOVERY (1949)
 QS0008
 QS0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0008'6.8 MI SE FROM KENEL.
 QS0008'5.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0008'SCHOOL AT KENEL, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD TO THE
 QS0008'AZIMUTH MARK KEN 1948, THENCE 0.35 MILE NORTH TO THE NORTH EDGE
 QS0008'OF A CLIFF OVERLOOKING THE MISSOURI RIVER TO THE NORTH, 9.6 FEET
 QS0008'SOUTHWEST OF THE NORTH EDGE OF CLIFF, 7.4 FEET NORTHWEST OF A
 QS0008'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0008'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS STATION IS ABOUT 0.25
 QS0008'MILE EAST OF BENCH MARK Y 311.  NOTE-- THE TOWN OF KENEL HAS
 QS0008'BEEN MOVED 5.0 MILE SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL
 QS0008'SITE.  THE FOUNDATIONS OF ITS OLD BUILDINGS STILL REMAIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0860 ***********************************************************************
 PU0860  DESIGNATION -  KEN
 PU0860  PID         -  PU0860
 PU0860  STATE/COUNTY-  SD/MEADE
 PU0860  COUNTRY     -  US
 PU0860  USGS QUAD   -  STONEVILLE (2017)
 PU0860
 PU0860                         *CURRENT SURVEY CONTROL
 PU0860  ______________________________________________________________________
 PU0860* NAD 83(1996) POSITION- 44 44 47.18089(N) 102 42 55.57696(W)   ADJUSTED
 PU0860* NAVD 88 ORTHO HEIGHT -   908.046 (meters)     2979.15  (feet) ADJUSTED
 PU0860  ______________________________________________________________________
 PU0860  GEOID HEIGHT    -        -17.881 (meters)                     GEOID18
 PU0860  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 PU0860  DYNAMIC HEIGHT  -        907.830 (meters)     2978.44  (feet) COMP
 PU0860  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 PU0860
 PU0860  HORZ ORDER      -  SECOND
 PU0860  VERT ORDER      -  SECOND    CLASS 0
 PU0860
 PU0860.The horizontal coordinates were established by classical geodetic methods
 PU0860.and adjusted by the National Geodetic Survey in January 1998.
 PU0860
 PU0860.The orthometric height was determined by differential leveling and
 PU0860.adjusted by the NATIONAL GEODETIC SURVEY
 PU0860.in June 1991.
 PU0860
 PU0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0860.GEOID18 height accuracy estimate available here.
 PU0860
 PU0860.Click photographs - Photos may exist for this station.
 PU0860
 PU0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0860
 PU0860.The dynamic height is computed by dividing the NAVD 88
 PU0860.geopotential number by the normal gravity value computed on the
 PU0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0860.degrees latitude (g = 980.6199 gals.).
 PU0860
 PU0860.The modeled gravity was interpolated from observed gravity values.
 PU0860
 PU0860. The following values were computed from the NAD 83(1996) position.
 PU0860
 PU0860;                    North         East     Units Scale Factor Converg.
 PU0860;SPC SD N     -   105,072.204   385,004.477   MT  0.99995318   -1 55 18.5
 PU0860;SPC SD N     -   344,724.39  1,263,135.52   sFT  0.99995318   -1 55 18.5
 PU0860;UTM  13      - 4,957,322.514   680,851.312   MT  1.00000221   +1 36 31.3
 PU0860
 PU0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0860!SPC SD N     -   0.99986045  x   0.99995318  =   0.99981364
 PU0860!UTM  13      -   0.99986045  x   1.00000221  =   0.99986266
 PU0860
 PU0860:                Primary Azimuth Mark                     Grid Az
 PU0860:SPC SD N     -  KEN AZ MK                                150 25 51.9
 PU0860:UTM  13      -  KEN AZ MK                                146 54 02.1
 PU0860
 PU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8085157322(NAD 83)
 PU0860
 PU0860|---------------------------------------------------------------------|
 PU0860| PID    Reference Object                     Distance      Geod. Az  |
 PU0860|                                                           dddmmss.s |
 PU0860| PU0862 KEN AZ MK                                          1483033.4 |
 PU0860| PU0861 KEN RM 1                              6.743 METERS 18618     |
 PU0860| PU0859 KEN RM 2                              7.357 METERS 35229     |
 PU0860|---------------------------------------------------------------------|
 PU0860
 PU0860                          SUPERSEDED SURVEY CONTROL
 PU0860
 PU0860  NAD 83(1993)-  44 44 47.17327(N)    102 42 55.57666(W) AD(       ) 2
 PU0860  NAD 83(1986)-  44 44 47.17256(N)    102 42 55.57569(W) AD(       ) 2
 PU0860  NAD 27      -  44 44 47.21450(N)    102 42 53.98250(W) AD(       ) 2
 PU0860  NGVD 29 (??/??/92)  907.581  (m)         2977.62   (f) ADJ UNCH    2 0
 PU0860  NGVD 29             907.58   (m)         2977.6    (f) LEVELING    3  
 PU0860
 PU0860.Superseded values are not recommended for survey control.
 PU0860
 PU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0860.See file dsdata.pdf to determine how the superseded data were derived.
 PU0860
 PU0860_MARKER: DS = TRIANGULATION STATION DISK
 PU0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0860_STAMPING: KEN 1962
 PU0860_MARK LOGO: CGS
 PU0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0860+STABILITY: SURFACE MOTION
 PU0860
 PU0860  HISTORY     - Date     Condition        Report By
 PU0860  HISTORY     - 1962     MONUMENTED       CGS
 PU0860  HISTORY     - 1962     GOOD             CGS
 PU0860
 PU0860                          STATION DESCRIPTION
 PU0860
 PU0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0860'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF UNION
 PU0860'CENTER, 3-3/4 MILES EAST OF FAIRPOINT, AND 3-1/4 MILES WEST
 PU0860'OF STONEVILLE ON THE WEST SIDE RIGHT-OF-WAY OF A GRADED,
 PU0860'GRAVELED ROAD AT A POINT WHERE THE ROAD RUNS NORTH AND SOUTH
 PU0860'ALONG A FLAT-TOPPED RIDGE.  THERE IS A HIGHER POINT 1/2 MILE
 PU0860'SOUTH OF THE STATION.
 PU0860'
 PU0860'TO REACH THE STATION FROM THE GENERAL STORE AND POST OFFICE
 PU0860'IN FAIRPOINT GO NORTH ON GRAVELED ROAD 0.1 MILE TO A CROSSROAD.
 PU0860'TURN RIGHT AND GO EAST 4.4 MILES TO THE STATION ON THE RIGHT.
 PU0860'
 PU0860'THE STATION MARK, A STANDARD DISK STAMPED KEN 1963 CEMENTED
 PU0860'IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PU0860'PROJECTING 2 INCHES ABOVE GROUND, IS 11.6 FEET WEST OF THE
 PU0860'TOP EDGE OF THE ROAD CUT BANK, 3.5 FEET EAST OF THE WEST
 PU0860'RIGHT-OF-WAY FENCE, AND 3.5 FEET EAST-SOUTHEAST OF A METAL
 PU0860'WITNESS POST WITH SIGN.
 PU0860'
 PU0860'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED KEN NO
 PU0860'1 1962 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 PU0860'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS 12.3
 PU0860'FEET WEST OF THE TOP EDGE OF THE ROAD CUT BANK, AND 1.4 FEET
 PU0860'EAST OF THE WEST RIGHT-OF-WAY FENCE, AT THE SAME ELEVATION
 PU0860'AS THE STATION.
 PU0860'
 PU0860'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED KEN NO
 PU0860'2 1962 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 PU0860'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND, IS
 PU0860'15.8 FEET WEST OF THE TOP EDGE OF THE ROAD CUT BANK, AND
 PU0860'0.2 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, AT THE SAME
 PU0860'ELEVATION AS THE STATION.
 PU0860'
 PU0860'THE AZIMUTH MARK, A STANDARD DISK STAMPED KEN 1962 CEMENTED
 PU0860'IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PU0860'PROJECTING 8 INCHES ABOVE GROUND, IS 8.6 FEET WEST OF THE WEST
 PU0860'RIGHT-OF-WAY FENCE, AND 1.6 FEET NORTH OF A GUYED POWERLINE
 PU0860'POLE WITH WITNESS SIGN ATTACHED.  TO REACH THE AZIMUTH MARK
 PU0860'FROM THE STATION CONTINUE SOUTH AND SOUTHEAST 0.5 MILE TO A
 PU0860'CURVE, UPHILL TO THE RIGHT, AND THE MARK ON THE RIGHT.
 PU0860
 PU0860                          STATION RECOVERY (1962)
 PU0860
 PU0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0860'3.8 MI W FROM STONEVILLE.
 PU0860'3.75 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0860'AT THE SUMMIT OF A HILL, 43 FEET WEST OF THE CENTER LINE OF THE
 PU0860'ROAD, 3.8 FEET EAST OF A FENCE, 22.5 FEET NORTH OF REFERENCE
 PU0860'MARK NO. 1, 24.5 FEET SOUTH OF REFERENCE MARK NO. 2, 3.9 FEET
 PU0860'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE
 PU0860'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0719 ***********************************************************************
 PS0719  DESIGNATION -  KEN
 PS0719  PID         -  PS0719
 PS0719  STATE/COUNTY-  SD/LYMAN
 PS0719  COUNTRY     -  US
 PS0719  USGS QUAD   -  JOE CREEK SE (2017)
 PS0719
 PS0719                         *CURRENT SURVEY CONTROL
 PS0719  ______________________________________________________________________
 PS0719* NAD 83(1996) POSITION- 44 06 56.73129(N) 099 48 46.05867(W)   ADJUSTED
 PS0719* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 PS0719  ______________________________________________________________________
 PS0719  GEOID HEIGHT    -        -24.309 (meters)                     GEOID18
 PS0719  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 PS0719  HORZ ORDER      -  THIRD
 PS0719
 PS0719.The horizontal coordinates were established by classical geodetic methods
 PS0719.and adjusted by the National Geodetic Survey in January 1998.
 PS0719
 PS0719.The orthometric height was scaled from a topographic map.
 PS0719
 PS0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0719.GEOID18 height accuracy estimate available here.
 PS0719
 PS0719.Click photographs - Photos may exist for this station.
 PS0719
 PS0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0719
 PS0719. The following values were computed from the NAD 83(1996) position.
 PS0719
 PS0719;                    North         East     Units Scale Factor Converg.
 PS0719;SPC SD S     -   198,147.007   641,666.628   MT  0.99994452   +0 21 32.7
 PS0719;SPC SD S     -   650,087.31  2,105,201.26   sFT  0.99994452   +0 21 32.7
 PS0719;UTM  14      - 4,885,051.171   434,961.719   MT  0.99965202   -0 33 56.9
 PS0719
 PS0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0719!SPC SD S     -   0.99992113  x   0.99994452  =   0.99986565
 PS0719!UTM  14      -   0.99992113  x   0.99965202  =   0.99957318
 PS0719
 PS0719:                Primary Azimuth Mark                     Grid Az
 PS0719:SPC SD S     -  KEN AZ MK                                263 40 50.2
 PS0719:UTM  14      -  KEN AZ MK                                264 36 19.8
 PS0719
 PS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3496185051(NAD 83)
 PS0719
 PS0719|---------------------------------------------------------------------|
 PS0719| PID    Reference Object                     Distance      Geod. Az  |
 PS0719|                                                           dddmmss.s |
 PS0719| CO5742 KEN RM 1                             16.628 METERS 13125     |
 PS0719| CO5743 KEN RM 2                             14.323 METERS 23240     |
 PS0719| CO5741 KEN AZ MK                                          2640222.9 |
 PS0719|---------------------------------------------------------------------|
 PS0719
 PS0719                          SUPERSEDED SURVEY CONTROL
 PS0719
 PS0719  NAD 83(1986)-  44 06 56.72877(N)    099 48 46.06338(W) AD(       ) 3
 PS0719  NAD 27      -  44 06 56.77500(N)    099 48 44.64500(W) AD(       ) 3
 PS0719
 PS0719.Superseded values are not recommended for survey control.
 PS0719
 PS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0719.See file dsdata.pdf to determine how the superseded data were derived.
 PS0719
 PS0719_MARKER: DS = TRIANGULATION STATION DISK
 PS0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0719_STAMPING: KEN 1948
 PS0719_MARK LOGO: CGS
 PS0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0719+STABILITY: SURFACE MOTION
 PS0719
 PS0719  HISTORY     - Date     Condition        Report By
 PS0719  HISTORY     - 1948     MONUMENTED       CGS
 PS0719
 PS0719                          STATION DESCRIPTION
 PS0719
 PS0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0719'STATION IS LOCATED ABOUT 14-1/2 MILES NORTH AND 2-1/2 MILES
 PS0719'EAST OF KENNEBEC, AND ABOUT 1 MILE SOUTH OF THE MISSOURI RIVER
 PS0719'ON THE POINT OF A BLUFF OVERLOOKING THE RIVER.  IT IS ABOUT
 PS0719'235 FEET NORTH OF THE EAST-WEST FENCE AND 5 FEET WEST OF
 PS0719'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND
 PS0719'THE DISC IS STAMPED KEN 1948.
 PS0719'
 PS0719'REFERENCE MARK NO. 1 IS 54.56 FEET EAST OF THE STATION, ABOUT
 PS0719'223 FEET NORTH OF THE EAST-WEST FENCE AND AT THE TOP OF THE
 PS0719'EAST SLOPE OF THE BLUFF.  THE MARK PROJECTS ABOUT 6 INCHES
 PS0719'AND THE DISC IS STAMPED, KEN NO 1 1948.
 PS0719'
 PS0719'REFERENCE MARK NO. 2 IS 46.993 FEET SOUTHWEST OF THE STATION,
 PS0719'ABOUT 224 FEET NORTH OF THE EAST-WEST FENCE LINE AND ON
 PS0719'THE FLAT TOP OF THE BLUFF.  THE MARK PROJECTS ABOUT 4 INCHES
 PS0719'AND THE DISC IS STAMPED, KEN NO 2 1948.
 PS0719'
 PS0719'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE WEST OF THE STATION,
 PS0719'ON THE FIRST PROMINENT POINT IN THAT DIRECTION, 18 FEET SOUTH
 PS0719'OF THE EAST-WEST FENCE LINE AND 3 FEET SOUTH OF A WHITE
 PS0719'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 PS0719'DISC IS STAMPED, KEN 1948.
 PS0719'
 PS0719'* STATION WAS REACHED FROM A POINT 1 BLOCK WEST OF THE RAILROAD
 PS0719'DEPOT.  GO WEST ON U.S. HIGHWAY 16 FOR 0.1 MILE TO A ROAD
 PS0719'TO THE RIGHT.  TURN RIGHT OR NORTH ON GRADED ROAD FOR 12.25
 PS0719'MILE TO A CROSSROADS.  TURN RIGHT OR EAST AND GO EAST FOR
 PS0719'2.0 MILES, THENCE LEFT OR NORTH FOR 2.05 MILES, THENCE RIGHT
 PS0719'OR EAST 0.8 MILE TO A WIRE GATE ON THE LEFT AND THE ENTRANCE
 PS0719'TO A HAYFIELD.  GO THRU GATE AND PROCEED NORTH-NORTHWEST ACROSS
 PS0719'FIELD FOR 0.6 MILES TO THE NORTHEAST CORNER OF A CULTIVATED
 PS0719'FIELD AND AN EAST-WEST FENCE LINE ABOUT 150 FEET NORTH.  GO
 PS0719'WEST ALONG FENCE LINE FOR ABOUT 0.05 MILES, THEN NORTH TO
 PS0719'POINT OF RIDGE AND STATION SITE.
 PS0719'
 PS0719'* REACHED FROM THE RAILROAD DEPOT IN KENNEBEC.
 PS0719'
 PS0719'TO REACH AZIMUTH MARK FROM STATION GO WEST ALONG EDGE OF
 PS0719'CULTIVATED FIELD FOR 0.55 MILE TO MARK ON THE RIGHT AS DESCRIBED.
 PS0719'
 PS0719'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0007 ***********************************************************************
 QS0007  DESIGNATION -  KEN AZ MK
 QS0007  PID         -  QS0007
 QS0007  STATE/COUNTY-  SD/CORSON
 QS0007  COUNTRY     -  US
 QS0007  USGS QUAD   -  KENEL (2017)
 QS0007
 QS0007                         *CURRENT SURVEY CONTROL
 QS0007  ______________________________________________________________________
 QS0007* NAD 83(1986) POSITION- 45 51 31.     (N) 100 25 58.     (W)   SCALED
 QS0007* NAVD 88 ORTHO HEIGHT -   604.015 (meters)     1981.67  (feet) ADJUSTED
 QS0007  ______________________________________________________________________
 QS0007  GEOID HEIGHT    -        -21.710 (meters)                     GEOID18
 QS0007  DYNAMIC HEIGHT  -        603.979 (meters)     1981.55  (feet) COMP
 QS0007  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 QS0007
 QS0007  VERT ORDER      -  FIRST     CLASS II
 QS0007
 QS0007.The horizontal coordinates were scaled from a map and have
 QS0007.an estimated accuracy of +/- 6 seconds.
 QS0007
 QS0007.The orthometric height was determined by differential leveling and
 QS0007.adjusted by the NATIONAL GEODETIC SURVEY
 QS0007.in June 1991.
 QS0007
 QS0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0007.GEOID18 height accuracy estimate available here.
 QS0007
 QS0007.Click photographs - Photos may exist for this station.
 QS0007
 QS0007.The dynamic height is computed by dividing the NAVD 88
 QS0007.geopotential number by the normal gravity value computed on the
 QS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0007.degrees latitude (g = 980.6199 gals.).
 QS0007
 QS0007.The modeled gravity was interpolated from observed gravity values.
 QS0007
 QS0007;                    North         East    Units  Estimated Accuracy
 QS0007;SPC SD N     -   225,160.      566,390.      MT  (+/- 180 meters Scaled)
 QS0007
 QS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR887793(NAD 83)
 QS0007
 QS0007                          SUPERSEDED SURVEY CONTROL
 QS0007
 QS0007  NGVD 29 (??/??/92)  603.634  (m)         1980.42   (f) ADJ UNCH    1 2
 QS0007
 QS0007.Superseded values are not recommended for survey control.
 QS0007
 QS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0007.See file dsdata.pdf to determine how the superseded data were derived.
 QS0007
 QS0007_MARKER: DZ = AZIMUTH MARK DISK
 QS0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0007_STAMPING: KEN 1948
 QS0007_MARK LOGO: CGS
 QS0007_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0007+STABILITY: SURFACE MOTION
 QS0007
 QS0007  HISTORY     - Date     Condition        Report By
 QS0007  HISTORY     - 1948     MONUMENTED       CGS
 QS0007  HISTORY     - 1949     GOOD             CGS
 QS0007
 QS0007                          STATION DESCRIPTION
 QS0007
 QS0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0007'6.4 MI SE FROM KENEL.
 QS0007'5.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0007'SCHOOL AT KENEL, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD, ON
 QS0007'THE NORTHEAST EDGE OF A KNOLL OVERLOOKING THE MISSOURI RIVER TO
 QS0007'THE NORTHEAST, 28 FEET SOUTHEAST OF THE CENTER LINE OF ROAD,
 QS0007'AND ABOUT 5 FEET HIGHER THAN THE ROAD, 3.0 FEET NORTHEAST OF A
 QS0007'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0007'0.3 FOOT ABOVE THE GROUND.  NOTE-- THE TOWN OF KENEL HAS BEEN
 QS0007'MOVED 5.0 MILE SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0007'THE FOUNDATIONS OF ITS OLD BUILDINGS STILL REMAIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0862 ***********************************************************************
 PU0862  DESIGNATION -  KEN AZ MK
 PU0862  PID         -  PU0862
 PU0862  STATE/COUNTY-  SD/MEADE
 PU0862  COUNTRY     -  US
 PU0862  USGS QUAD   -  STONEVILLE (2017)
 PU0862
 PU0862                         *CURRENT SURVEY CONTROL
 PU0862  ______________________________________________________________________
 PU0862* NAD 83(1986) POSITION- 44 44 26.     (N) 102 42 38.     (W)   SCALED
 PU0862* NAVD 88 ORTHO HEIGHT -   921.007 (meters)     3021.67  (feet) ADJUSTED
 PU0862  ______________________________________________________________________
 PU0862  GEOID HEIGHT    -        -17.894 (meters)                     GEOID18
 PU0862  DYNAMIC HEIGHT  -        920.786 (meters)     3020.95  (feet) COMP
 PU0862  MODELED GRAVITY -    980,345.5   (mgal)                       NAVD 88
 PU0862
 PU0862  VERT ORDER      -  SECOND    CLASS 0
 PU0862
 PU0862.The horizontal coordinates were scaled from a map and have
 PU0862.an estimated accuracy of +/- 6 seconds.
 PU0862
 PU0862.The orthometric height was determined by differential leveling and
 PU0862.adjusted by the NATIONAL GEODETIC SURVEY
 PU0862.in June 1991.
 PU0862
 PU0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0862.GEOID18 height accuracy estimate available here.
 PU0862
 PU0862.Click photographs - Photos may exist for this station.
 PU0862
 PU0862.The dynamic height is computed by dividing the NAVD 88
 PU0862.geopotential number by the normal gravity value computed on the
 PU0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0862.degrees latitude (g = 980.6199 gals.).
 PU0862
 PU0862.The modeled gravity was interpolated from observed gravity values.
 PU0862
 PU0862;                    North         East    Units  Estimated Accuracy
 PU0862;SPC SD N     -   104,410.      385,370.      MT  (+/- 180 meters Scaled)
 PU0862
 PU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK812566(NAD 83)
 PU0862
 PU0862                          SUPERSEDED SURVEY CONTROL
 PU0862
 PU0862  NGVD 29 (??/??/92)  920.542  (m)         3020.14   (f) ADJ UNCH    2 0
 PU0862
 PU0862.Superseded values are not recommended for survey control.
 PU0862
 PU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0862.See file dsdata.pdf to determine how the superseded data were derived.
 PU0862
 PU0862_MARKER: DZ = AZIMUTH MARK DISK
 PU0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0862_STAMPING: KEN 1962
 PU0862_MARK LOGO: CGS
 PU0862_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0862+STABILITY: SURFACE MOTION
 PU0862
 PU0862  HISTORY     - Date     Condition        Report By
 PU0862  HISTORY     - 1962     MONUMENTED       CGS
 PU0862
 PU0862                          STATION DESCRIPTION
 PU0862
 PU0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0862'3.2 MI W FROM STONEVILLE.
 PU0862'3.25 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0862'ON THE INSIDE OF A CURVE, AT AN ANGLE IN A POWER LINE, 56 FEET
 PU0862'WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF A POWER
 PU0862'POLE WITH TWO GUY WIRES, 8.0 FEET WEST OF A FENCE, ABOUT 6 FEET
 PU0862'HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 PU0862'PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0009 ***********************************************************************
 QS0009  DESIGNATION -  KEN RM 1
 QS0009  PID         -  QS0009
 QS0009  STATE/COUNTY-  SD/CORSON
 QS0009  COUNTRY     -  US
 QS0009  USGS QUAD   -  KENEL (2017)
 QS0009
 QS0009                         *CURRENT SURVEY CONTROL
 QS0009  ______________________________________________________________________
 QS0009* NAD 83(1986) POSITION- 45 51 45.54   (N) 100 25 43.88   (W)   HD_HELD1
 QS0009* NAVD 88 ORTHO HEIGHT -   602.509 (meters)     1976.73  (feet) ADJUSTED
 QS0009  ______________________________________________________________________
 QS0009  GEOID HEIGHT    -        -21.719 (meters)                     GEOID18
 QS0009  DYNAMIC HEIGHT  -        602.473 (meters)     1976.61  (feet) COMP
 QS0009  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 QS0009
 QS0009  VERT ORDER      -  FIRST     CLASS II
 QS0009
 QS0009.The horizontal coordinates were determined by differentially corrected
 QS0009.hand held GPS observations or other comparable positioning techniques
 QS0009.and have an estimated accuracy of +/- 3 meters.
 QS0009
 QS0009.The orthometric height was determined by differential leveling and
 QS0009.adjusted by the NATIONAL GEODETIC SURVEY
 QS0009.in June 1991.
 QS0009
 QS0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0009.GEOID18 height accuracy estimate available here.
 QS0009
 QS0009.Click photographs - Photos may exist for this station.
 QS0009
 QS0009.The dynamic height is computed by dividing the NAVD 88
 QS0009.geopotential number by the normal gravity value computed on the
 QS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0009.degrees latitude (g = 980.6199 gals.).
 QS0009
 QS0009.The modeled gravity was interpolated from observed gravity values.
 QS0009
 QS0009;                    North         East    Units  Estimated Accuracy
 QS0009;SPC SD N     -   225,603.1     566,696.2     MT  (+/- 3 meters HH1 GPS) 
 QS0009
 QS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8908779779(NAD 83)
 QS0009
 QS0009                          SUPERSEDED SURVEY CONTROL
 QS0009
 QS0009  NGVD 29 (??/??/92)  602.128  (m)         1975.48   (f) ADJ UNCH    1 2
 QS0009
 QS0009.Superseded values are not recommended for survey control.
 QS0009
 QS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0009.See file dsdata.pdf to determine how the superseded data were derived.
 QS0009
 QS0009_MARKER: DR = REFERENCE MARK DISK
 QS0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0009_STAMPING: KEN NO 1 1948
 QS0009_MARK LOGO: CGS
 QS0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0009+STABILITY: SURFACE MOTION
 QS0009
 QS0009  HISTORY     - Date     Condition        Report By
 QS0009  HISTORY     - 1948     MONUMENTED       CGS
 QS0009  HISTORY     - 1949     GOOD             CGS
 QS0009
 QS0009                          STATION DESCRIPTION
 QS0009
 QS0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0009'6.8 MI SE FROM KENEL.
 QS0009'5.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0009'SCHOOL AT KENEL, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD TO
 QS0009'THE AZIMUTH MARK KEN 1948, THENCE 0.35 MILE NORTH TO THE NORTH
 QS0009'EDGE OF A CLIFF OVERLOOKING THE MISSOURI RIVER TO THE NORTH,
 QS0009'44 FEET SOUTHWEST OF TRIANGULATION STATION KEN 1948, ABOUT 10
 QS0009'FEET LOWER THAN THE STATION, AND SET IN THE TOP OF A CONCRETE
 QS0009'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS REFERENCE
 QS0009'MARK IS ABOUT 0.25 MILE EAST OF BENCH MARK Y 311.  NOTE-- THE
 QS0009'TOWN OF KENEL HAS BEEN MOVED 5.0 MILE SOUTH ALONG A GRAVEL ROAD
 QS0009'FROM ITS ORIGINAL SITE.  THE FOUNDATIONS OF ITS OLD BUILDINGS
 QS0009'STILL REMAIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0861 ***********************************************************************
 PU0861  DESIGNATION -  KEN RM 1
 PU0861  PID         -  PU0861
 PU0861  STATE/COUNTY-  SD/MEADE
 PU0861  COUNTRY     -  US
 PU0861  USGS QUAD   -  STONEVILLE (2017)
 PU0861
 PU0861                         *CURRENT SURVEY CONTROL
 PU0861  ______________________________________________________________________
 PU0861* NAD 83(1986) POSITION- 44 44 46.96   (N) 102 42 55.61   (W)   HD_HELD1
 PU0861* NAVD 88 ORTHO HEIGHT -   908.028 (meters)     2979.09  (feet) ADJUSTED
 PU0861  ______________________________________________________________________
 PU0861  GEOID HEIGHT    -        -17.881 (meters)                     GEOID18
 PU0861  DYNAMIC HEIGHT  -        907.811 (meters)     2978.38  (feet) COMP
 PU0861  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 PU0861
 PU0861  VERT ORDER      -  SECOND    CLASS 0
 PU0861
 PU0861.The horizontal coordinates were determined by differentially corrected
 PU0861.hand held GPS observations or other comparable positioning techniques
 PU0861.and have an estimated accuracy of +/- 3 meters.
 PU0861
 PU0861.The orthometric height was determined by differential leveling and
 PU0861.adjusted by the NATIONAL GEODETIC SURVEY
 PU0861.in June 1991.
 PU0861
 PU0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0861.GEOID18 height accuracy estimate available here.
 PU0861
 PU0861.Click photographs - Photos may exist for this station.
 PU0861
 PU0861.The dynamic height is computed by dividing the NAVD 88
 PU0861.geopotential number by the normal gravity value computed on the
 PU0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0861.degrees latitude (g = 980.6199 gals.).
 PU0861
 PU0861.The modeled gravity was interpolated from observed gravity values.
 PU0861
 PU0861;                    North         East    Units  Estimated Accuracy
 PU0861;SPC SD N     -   105,065.4     385,003.5     MT  (+/- 3 meters HH1 GPS) 
 PU0861
 PU0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8085057315(NAD 83)
 PU0861
 PU0861                          SUPERSEDED SURVEY CONTROL
 PU0861
 PU0861  NGVD 29 (??/??/92)  907.562  (m)         2977.56   (f) ADJ UNCH    2 0
 PU0861
 PU0861.Superseded values are not recommended for survey control.
 PU0861
 PU0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0861.See file dsdata.pdf to determine how the superseded data were derived.
 PU0861
 PU0861_MARKER: DR = REFERENCE MARK DISK
 PU0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0861_STAMPING: KEN NO 1 1962
 PU0861_MARK LOGO: CGS
 PU0861_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0861+STABILITY: SURFACE MOTION
 PU0861
 PU0861  HISTORY     - Date     Condition        Report By
 PU0861  HISTORY     - 1962     MONUMENTED       CGS
 PU0861
 PU0861                          STATION DESCRIPTION
 PU0861
 PU0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0861'3.8 MI W FROM STONEVILLE.
 PU0861'3.75 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0861'45 1/2 FEET WEST OF THE ROAD, 1.4 FEET EAST OF THE FENCE, 22.5
 PU0861'FEET SOUTH OF THE STATION, 24.5 FEET SOUTH OF A WITNESS POST,
 PU0861'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0861'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0010 ***********************************************************************
 QS0010  DESIGNATION -  KEN RM 2
 QS0010  PID         -  QS0010
 QS0010  STATE/COUNTY-  SD/CORSON
 QS0010  COUNTRY     -  US
 QS0010  USGS QUAD   -  KENEL (2017)
 QS0010
 QS0010                         *CURRENT SURVEY CONTROL
 QS0010  ______________________________________________________________________
 QS0010* NAD 83(1986) POSITION- 45 51 46.20   (N) 100 25 43.73   (W)   HD_HELD1
 QS0010* NAVD 88 ORTHO HEIGHT -   603.784 (meters)     1980.91  (feet) ADJUSTED
 QS0010  ______________________________________________________________________
 QS0010  GEOID HEIGHT    -        -21.719 (meters)                     GEOID18
 QS0010  DYNAMIC HEIGHT  -        603.749 (meters)     1980.80  (feet) COMP
 QS0010  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 QS0010
 QS0010  VERT ORDER      -  FIRST     CLASS II
 QS0010
 QS0010.The horizontal coordinates were determined by differentially corrected
 QS0010.hand held GPS observations or other comparable positioning techniques
 QS0010.and have an estimated accuracy of +/- 3 meters.
 QS0010
 QS0010.The orthometric height was determined by differential leveling and
 QS0010.adjusted by the NATIONAL GEODETIC SURVEY
 QS0010.in June 1991.
 QS0010
 QS0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0010.GEOID18 height accuracy estimate available here.
 QS0010
 QS0010.Click photographs - Photos may exist for this station.
 QS0010
 QS0010.The dynamic height is computed by dividing the NAVD 88
 QS0010.geopotential number by the normal gravity value computed on the
 QS0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0010.degrees latitude (g = 980.6199 gals.).
 QS0010
 QS0010.The modeled gravity was interpolated from observed gravity values.
 QS0010
 QS0010;                    North         East    Units  Estimated Accuracy
 QS0010;SPC SD N     -   225,623.5     566,699.5     MT  (+/- 3 meters HH1 GPS) 
 QS0010
 QS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8909079800(NAD 83)
 QS0010
 QS0010                          SUPERSEDED SURVEY CONTROL
 QS0010
 QS0010  NGVD 29 (??/??/92)  603.404  (m)         1979.67   (f) ADJ UNCH    1 2
 QS0010
 QS0010.Superseded values are not recommended for survey control.
 QS0010
 QS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0010.See file dsdata.pdf to determine how the superseded data were derived.
 QS0010
 QS0010_MARKER: DR = REFERENCE MARK DISK
 QS0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0010_STAMPING: KEN NO 2 1948
 QS0010_MARK LOGO: CGS
 QS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0010+STABILITY: SURFACE MOTION
 QS0010
 QS0010  HISTORY     - Date     Condition        Report By
 QS0010  HISTORY     - 1948     MONUMENTED       CGS
 QS0010  HISTORY     - 1949     GOOD             CGS
 QS0010
 QS0010                          STATION DESCRIPTION
 QS0010
 QS0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0010'6.8 MI SE FROM KENEL.
 QS0010'5.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0010'SCHOOL AT KENEL, THENCE 1.4 MILES EAST ALONG A TRAIL ROAD TO THE
 QS0010'AZIMUTH MARK KEN 1948, THENCE 0.35 MILE NORTH TO THE NORTH EDGE
 QS0010'OF A CLIFF OVERLOOKING THE MISSOURI RIVER TO THE NORTH, 48 FEET
 QS0010'NORTHWEST OF TRIANGULATION STATION KEN 1948, 12 FEET SOUTH OF
 QS0010'THE NORTH EDGE OF CLIFF, AND SET IN THE TOP OF A CONCRETE POST
 QS0010'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS REFERENCE
 QS0010'MARK IS ABOUT 0.25 MILE EAST OF BENCH MARK Y 311.  NOTE-- THE
 QS0010'TOWN OF KENEL HAS BEEN MOVED 5.0 MILE SOUTH ALONG A GRAVEL ROAD
 QS0010'FROM ITS ORIGINAL SITE.  THE FOUNDATIONS OF ITS OLD BUILDINGS
 QS0010'STILL REMAIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0859 ***********************************************************************
 PU0859  DESIGNATION -  KEN RM 2
 PU0859  PID         -  PU0859
 PU0859  STATE/COUNTY-  SD/MEADE
 PU0859  COUNTRY     -  US
 PU0859  USGS QUAD   -  STONEVILLE (2017)
 PU0859
 PU0859                         *CURRENT SURVEY CONTROL
 PU0859  ______________________________________________________________________
 PU0859* NAD 83(1986) POSITION- 44 44 47.42   (N) 102 42 55.62   (W)   HD_HELD1
 PU0859* NAVD 88 ORTHO HEIGHT -   907.942 (meters)     2978.81  (feet) ADJUSTED
 PU0859  ______________________________________________________________________
 PU0859  GEOID HEIGHT    -        -17.881 (meters)                     GEOID18
 PU0859  DYNAMIC HEIGHT  -        907.725 (meters)     2978.09  (feet) COMP
 PU0859  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 PU0859
 PU0859  VERT ORDER      -  SECOND    CLASS 0
 PU0859
 PU0859.The horizontal coordinates were determined by differentially corrected
 PU0859.hand held GPS observations or other comparable positioning techniques
 PU0859.and have an estimated accuracy of +/- 3 meters.
 PU0859
 PU0859.The orthometric height was determined by differential leveling and
 PU0859.adjusted by the NATIONAL GEODETIC SURVEY
 PU0859.in June 1991.
 PU0859
 PU0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0859.GEOID18 height accuracy estimate available here.
 PU0859
 PU0859.Click photographs - Photos may exist for this station.
 PU0859
 PU0859.The dynamic height is computed by dividing the NAVD 88
 PU0859.geopotential number by the normal gravity value computed on the
 PU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0859.degrees latitude (g = 980.6199 gals.).
 PU0859
 PU0859.The modeled gravity was interpolated from observed gravity values.
 PU0859
 PU0859;                    North         East    Units  Estimated Accuracy
 PU0859;SPC SD N     -   105,079.6     385,003.8     MT  (+/- 3 meters HH1 GPS) 
 PU0859
 PU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8085057329(NAD 83)
 PU0859
 PU0859                          SUPERSEDED SURVEY CONTROL
 PU0859
 PU0859  NGVD 29 (??/??/92)  907.476  (m)         2977.28   (f) ADJ UNCH    2 0
 PU0859
 PU0859.Superseded values are not recommended for survey control.
 PU0859
 PU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0859.See file dsdata.pdf to determine how the superseded data were derived.
 PU0859
 PU0859_MARKER: DR = REFERENCE MARK DISK
 PU0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0859_STAMPING: KEN NO 2 1962
 PU0859_MARK LOGO: CGS
 PU0859_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0859+STABILITY: SURFACE MOTION
 PU0859
 PU0859  HISTORY     - Date     Condition        Report By
 PU0859  HISTORY     - 1962     MONUMENTED       CGS
 PU0859
 PU0859                          STATION DESCRIPTION
 PU0859
 PU0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0859'3.8 MI W FROM STONEVILLE.
 PU0859'3.75 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0859'46 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 24.5 FEET NORTH
 PU0859'OF THE STATION, 0.6 FOOT EAST OF THE FENCE, ABOUT LEVEL WITH THE
 PU0859'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0805 ***********************************************************************
 QS0805  DESIGNATION -  KENEL
 QS0805  PID         -  QS0805
 QS0805  STATE/COUNTY-  SD/CORSON
 QS0805  COUNTRY     -  US
 QS0805  USGS QUAD   -  KLINE BUTTES (2017)
 QS0805
 QS0805                         *CURRENT SURVEY CONTROL
 QS0805  ______________________________________________________________________
 QS0805* NAD 83(1996) POSITION- 45 50 19.25970(N) 100 31 00.39297(W)   ADJUSTED
 QS0805* NAVD 88 ORTHO HEIGHT -   680.6   (meters)     2233.    (feet) VERTCON3
 QS0805  ______________________________________________________________________
 QS0805  GEOID HEIGHT    -        -21.553 (meters)                     GEOID18
 QS0805  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC18
 QS0805  HORZ ORDER      -  FIRST
 QS0805
 QS0805.The horizontal coordinates were established by classical geodetic methods
 QS0805.and adjusted by the National Geodetic Survey in January 1998.
 QS0805
 QS0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0805
 QS0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0805.GEOID18 height accuracy estimate available here.
 QS0805
 QS0805.Click photographs - Photos may exist for this station.
 QS0805
 QS0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0805
 QS0805. The following values were computed from the NAD 83(1996) position.
 QS0805
 QS0805;                    North         East     Units Scale Factor Converg.
 QS0805;SPC SD N     -   222,979.109   559,851.585   MT  1.00003369   -0 21 56.7
 QS0805;SPC SD N     -   731,557.29  1,836,779.74   sFT  1.00003369   -0 21 56.7
 QS0805;UTM  14      - 5,077,242.936   382,212.077   MT  0.99977056   -1 05 17.6
 QS0805
 QS0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0805!SPC SD N     -   0.99989669  x   1.00003369  =   0.99993038
 QS0805!UTM  14      -   0.99989669  x   0.99977056  =   0.99966728
 QS0805
 QS0805:                Primary Azimuth Mark                     Grid Az
 QS0805:SPC SD N     -  KENEL AZ MK                              027 20 59.5
 QS0805:UTM  14      -  KENEL AZ MK                              028 04 20.4
 QS0805
 QS0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8221277242(NAD 83)
 QS0805
 QS0805|---------------------------------------------------------------------|
 QS0805| PID    Reference Object                     Distance      Geod. Az  |
 QS0805|                                                           dddmmss.s |
 QS0805| CO5744 KENEL AZ MK                                        0265902.8 |
 QS0805| CO5745 KENEL RM 1                           14.616 METERS 16716     |
 QS0805| CO5746 KENEL RM 2                           21.312 METERS 30309     |
 QS0805|---------------------------------------------------------------------|
 QS0805
 QS0805                          SUPERSEDED SURVEY CONTROL
 QS0805
 QS0805  NAD 83(1986)-  45 50 19.25023(N)    100 31 00.38845(W) AD(       ) 1
 QS0805  NAD 27      -  45 50 19.24800(N)    100 30 58.91900(W) AD(       ) 1
 QS0805  NGVD 29 (07/19/86)  680.2    (m)         2232.     (f) VERT ANG       
 QS0805
 QS0805.Superseded values are not recommended for survey control.
 QS0805
 QS0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0805.See file dsdata.pdf to determine how the superseded data were derived.
 QS0805
 QS0805_MARKER: DS = TRIANGULATION STATION DISK
 QS0805_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QS0805_STAMPING: KENEL 1934
 QS0805_MARK LOGO: CGS
 QS0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0805
 QS0805  HISTORY     - Date     Condition        Report By
 QS0805  HISTORY     - 1934     MONUMENTED       CGS
 QS0805  HISTORY     - 1945     GOOD             CGS
 QS0805  HISTORY     - 1948     SEE DESCRIPTION  CGS
 QS0805  HISTORY     - 1952     GOOD             CGS
 QS0805
 QS0805                          STATION DESCRIPTION
 QS0805
 QS0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0805'STATION IS LOCATED ABOUT 5 MILES SSW OF KENEL.  IT IS ON
 QS0805'THE EXTREME NORTHEASTERN BUTTE OF A SERIES OF A LARGE GROUP
 QS0805'OF BUTTES THAT RUN NE AND SW.  IT IS IN SEC. 27, T 22 N, R 29 E.
 QS0805'
 QS0805'THE STATION MARK IS ABOUT 1/4 MILE SW OF A LARGE ROCK CAIRN
 QS0805'ON THE N END OF THE BUTTE.  IT IS A STANDARD BRONZE DISK
 QS0805'SET IN CONCRETE IN THE TOP OF A TILE, AND PROJECTS 4 INCHES.
 QS0805'
 QS0805'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 QS0805'HOLES IN BOULDERS.
 QS0805'
 QS0805'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND PROJECTS 2
 QS0805'INCHES.
 QS0805'
 QS0805'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 3
 QS0805'INCHES.
 QS0805'
 QS0805'THE AZIMUTH MARK IS NNE OF THE STATION.  IT IS IN THE NE
 QS0805'ANGLE OF A CROSS ROAD AND IS ABOUT 1/4 MILE N OF THE LARGE
 QS0805'ROCK CAIRN ON THE N END OF THE BUTTE.  IT IS A STANDARD BRONZE
 QS0805'DISK SET IN CONCRETE AND PROJECTS 4 INCHES
 QS0805'
 QS0805'TO REACH THE STATION FROM KENEL POST OFFICE, GO SE 0.7 MILE
 QS0805'ON THE MAIN ROAD AND THEN 1.0 MILE S ON THE SAME ROAD.  LEAVE
 QS0805'MAIN ROAD, PASS THROUGH GATE AND FOLLOW UNIMPROVED ROAD W,
 QS0805'PASSING WHITE HOUSE ON THE LEFT AT 0.4 MILE, AND GO 0.7 MILE
 QS0805'TO A FORK.  TAKE THE LEFT FORK AND GO 1.0 MILE TO A FORK.
 QS0805'TAKE RIGHT FORK, PASS TO THE RIGHT OF A SMALL LOG HOUSE, AND
 QS0805'GO 0.1 MILE TO A FORK JUST AFTER CROSSING A COULEE.  TAKE THE
 QS0805'RIGHT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK
 QS0805'AND GO 2.3 MILES TO A FORK NEAR N END OF THE BUTTE.  (AZIMUTH
 QS0805'MARK IS SET AT THIS POINT.) TAKE THE LEFT FORK AND FOLLOW
 QS0805'ROAD ALONG E FOOT OF BUTTE 0.5 MILE.  THEN LEAVE ROAD, TURN
 QS0805'RIGHT AND GO W 0.2 MILE TO FOOT OF BUTTE.  FROM THIS
 QS0805'POINT, PACK NW UP STEEP SLOPE TO HIGHEST POINT OF BUTTE AND
 QS0805'STATION.  A 5-MINUTE PACK WITH A LOAD.
 QS0805'
 QS0805'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 QS0805
 QS0805                          STATION RECOVERY (1945)
 QS0805
 QS0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0805'ALL MARKS AT THIS STATION WERE FOUND IN GOOD CONDITION,
 QS0805'DESCRIPTION ADEQUATE.
 QS0805
 QS0805                          STATION RECOVERY (1948)
 QS0805
 QS0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0805'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND
 QS0805'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 QS0805'FOLLOWS.
 QS0805'
 QS0805'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF KENEL
 QS0805'ON THE NORTHEAST END OF A PROMINENT BUTTE OF SERIES OF A LARGE
 QS0805'GROUP OF BUTTES THAT RUN NORTHEAST AND SOUTHWEST, AND ON
 QS0805'LAND OWNED BY THE STANDING ROCK INDIAN RESERVATION.
 QS0805'
 QS0805'TO REACH THE STATION FROM THE KENEL POST OFFICE, GO SOUTHERLY
 QS0805'ON MAIN ROAD FOR 6.8 MILES TO A CROSSROAD AND SCHOOL HOUSE
 QS0805'ON THE RIGHT.  CONTINUE ON SOUTH FOR 1 MILE, THENCE GO WEST FOR 1
 QS0805'MILE WHERE MAIN ROAD TURNS SOUTH.  CONTINUE STRAIGHT AHEAD
 QS0805'FOR 1 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO WEST FOR
 QS0805'0.5 MILE TO TWO GATES AT A T FENCE CORNER, PASS THROUGH FIRST
 QS0805'GATE, TURN RIGHT THROUGH SECOND GATE AND FOLLOW TRACK ROAD
 QS0805'NORTHERLY FOR 0.45 MILE TO THE SOUTHEAST CORNER OF CULTIVATED
 QS0805'FIELD AND WIRE GATE, PASS THROUGH GATE AND GO NORTH ALONG
 QS0805'EAST EDGE OF FIELD FOR 0.55 MILE TO ANOTHER WIRE GATE AT THE
 QS0805'NORTHEAST CORNER OF CULTIVATED FIELD, PASS THROUGH GATE AND GO
 QS0805'NORTH FOR 0.05 MILE TO ANOTHER WIRE GATE, PASS THROUGH
 QS0805'GATE AND GO NORTHWESTERLY FOR 0.5 MILE TO THE END OF TRUCK
 QS0805'TRAVEL.  HERE BACK PACK IN A NORTHERLY DIRECTION FOR ABOUT
 QS0805'300 YARDS TO THE SUMMIT OF BUTTE AND STATION.
 QS0805'
 QS0805'THE STATION MARK IS A 5-INCH TILE PIPE THAT PROJECTS 4 INCHES.
 QS0805'IN THE TOP OF THE PIPE IS A STANDARD STATION MARK DISK SET
 QS0805'IN CONCRETE.  THE DISK IS STAMPED KENEL 1934.
 QS0805'
 QS0805'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILLED
 QS0805'HOLE IN A BOULDER.  THE BOULDER IS FLUSH WITH THE GROUND, AND THE
 QS0805'DISK IS STAMPED KENEL NO 1 1934.
 QS0805'
 QS0805'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A DRILLED
 QS0805'HOLE IN A BOULDER.  THE BOULDER PROJECTS 2 INCHES, AND THE DISK
 QS0805'IS STAMPED KENEL NO 2 1934.
 QS0805'
 QS0805'THE AZIMUTH MARK IS IN THE NORTHEAST ANGLE OF A CROSSROAD.
 QS0805'THE MARK IS A SQUARE CONCRETE BLOCK THAT PROJECTS 4 INCHES.
 QS0805'IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE MARK DISK
 QS0805'THAT IS STAMPED KENEL AZIMUTH 1934.
 QS0805'
 QS0805'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0805'
 QS0805'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QS0805
 QS0805                          STATION RECOVERY (1952)
 QS0805
 QS0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0805'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0805'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0721 ***********************************************************************
 QS0721  DESIGNATION -  KENEL CHURCH CROSS
 QS0721  PID         -  QS0721
 QS0721  STATE/COUNTY-  SD/CORSON
 QS0721  COUNTRY     -  US
 QS0721  USGS QUAD   -  POLLOCK NW (2017)
 QS0721
 QS0721                         *CURRENT SURVEY CONTROL
 QS0721  ______________________________________________________________________
 QS0721* NAD 83(1996) POSITION- 45 54 47.22280(N) 100 29 27.23844(W)   ADJUSTED
 QS0721  ______________________________________________________________________
 QS0721  GEOID HEIGHT    -        -21.638 (meters)                     GEOID18
 QS0721  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 QS0721  HORZ ORDER      -  THIRD
 QS0721
 QS0721.The horizontal coordinates were established by classical geodetic methods
 QS0721.and adjusted by the National Geodetic Survey in January 1998.
 QS0721
 QS0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0721.GEOID18 height accuracy estimate available here.
 QS0721
 QS0721.Click photographs - Photos may exist for this station.
 QS0721
 QS0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0721
 QS0721. The following values were computed from the NAD 83(1996) position.
 QS0721
 QS0721;                    North         East     Units Scale Factor Converg.
 QS0721;SPC SD N     -   231,240.079   561,912.061   MT  1.00005247   -0 20 50.7
 QS0721;SPC SD N     -   758,660.16  1,843,539.82   sFT  1.00005247   -0 20 50.7
 QS0721;UTM  14      - 5,085,474.978   384,376.038   MT  0.99976435   -1 04 15.6
 QS0721
 QS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8437685474(NAD 83)
 QS0721
 QS0721                          SUPERSEDED SURVEY CONTROL
 QS0721
 QS0721  NAD 83(1986)-  45 54 47.21327(N)    100 29 27.23266(W) AD(       ) 3
 QS0721  NAD 27      -  45 54 47.22000(N)    100 29 25.77000(W) AD(       ) 3
 QS0721
 QS0721.Superseded values are not recommended for survey control.
 QS0721
 QS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0721.See file dsdata.pdf to determine how the superseded data were derived.
 QS0721
 QS0721_MARKER: 91 = CHURCH CROSS
 QS0721
 QS0721  HISTORY     - Date     Condition        Report By
 QS0721  HISTORY     - 1934     FIRST OBSERVED   CGS
 QS0721
 QS0721                          STATION DESCRIPTION
 QS0721
 QS0721'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0653 ***********************************************************************
 PU0653  DESIGNATION -  KENNARD
 PU0653  PID         -  PU0653
 PU0653  STATE/COUNTY-  SD/MEADE
 PU0653  COUNTRY     -  US
 PU0653  USGS QUAD   -  HEREFORD (2017)
 PU0653
 PU0653                         *CURRENT SURVEY CONTROL
 PU0653  ______________________________________________________________________
 PU0653* NAD 83(1986) POSITION- 44 26 21.     (N) 102 55 25.     (W)   SCALED
 PU0653* NAVD 88 ORTHO HEIGHT -   856.715 (meters)     2810.74  (feet) ADJUSTED
 PU0653  ______________________________________________________________________
 PU0653  GEOID HEIGHT    -        -17.529 (meters)                     GEOID18
 PU0653  DYNAMIC HEIGHT  -        856.481 (meters)     2809.97  (feet) COMP
 PU0653  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 PU0653
 PU0653  VERT ORDER      -  SECOND    CLASS 0
 PU0653
 PU0653.The horizontal coordinates were scaled from a map and have
 PU0653.an estimated accuracy of +/- 6 seconds.
 PU0653
 PU0653.The orthometric height was determined by differential leveling and
 PU0653.adjusted by the NATIONAL GEODETIC SURVEY
 PU0653.in June 1991.
 PU0653
 PU0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0653.GEOID18 height accuracy estimate available here.
 PU0653
 PU0653.Click photographs - Photos may exist for this station.
 PU0653
 PU0653.The dynamic height is computed by dividing the NAVD 88
 PU0653.geopotential number by the normal gravity value computed on the
 PU0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0653.degrees latitude (g = 980.6199 gals.).
 PU0653
 PU0653.The modeled gravity was interpolated from observed gravity values.
 PU0653
 PU0653;                    North         East    Units  Estimated Accuracy
 PU0653;SPC SD N     -    71,520.      367,300.      MT  (+/- 180 meters Scaled)
 PU0653
 PU0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK652227(NAD 83)
 PU0653
 PU0653                          SUPERSEDED SURVEY CONTROL
 PU0653
 PU0653  NGVD 29 (??/??/92)  856.257  (m)         2809.24   (f) ADJ UNCH    2 0
 PU0653
 PU0653.Superseded values are not recommended for survey control.
 PU0653
 PU0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0653.See file dsdata.pdf to determine how the superseded data were derived.
 PU0653
 PU0653_MARKER: DS = TRIANGULATION STATION DISK
 PU0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0653_STAMPING: KENNARD 1962
 PU0653_MARK LOGO: CGS
 PU0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0653+STABILITY: SURFACE MOTION
 PU0653
 PU0653  HISTORY     - Date     Condition        Report By
 PU0653  HISTORY     - 1962     MONUMENTED       CGS
 PU0653
 PU0653                          STATION DESCRIPTION
 PU0653
 PU0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0653'5 MI NW FROM HEREFORD.
 PU0653'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0653'THENCE 3.6 MILES NORTH ALONG A GRAVEL ROAD, AT THE TOP OF A GRADE,
 PU0653'75 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 11.6 FEET EAST OF
 PU0653'A FENCE, 5.2 FEET NORTHEAST OF POWER POLE WITH 3 GUY WIRES, 40.1
 PU0653'FEET WEST-SOUTHWEST OF REFERENCE MARK 1, 38.8 FEET NORTHWEST OF
 PU0653'REFERENCE MARK 2, 5.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 PU0653'FOOT BELOW THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0653'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0652 ***********************************************************************
 PU0652  DESIGNATION -  KENNARD RM 1
 PU0652  PID         -  PU0652
 PU0652  STATE/COUNTY-  SD/MEADE
 PU0652  COUNTRY     -  US
 PU0652  USGS QUAD   -  HEREFORD (2017)
 PU0652
 PU0652                         *CURRENT SURVEY CONTROL
 PU0652  ______________________________________________________________________
 PU0652* NAD 83(1986) POSITION- 44 26 21.     (N) 102 55 25.     (W)   SCALED
 PU0652* NAVD 88 ORTHO HEIGHT -   856.578 (meters)     2810.29  (feet) ADJUSTED
 PU0652  ______________________________________________________________________
 PU0652  GEOID HEIGHT    -        -17.529 (meters)                     GEOID18
 PU0652  DYNAMIC HEIGHT  -        856.344 (meters)     2809.52  (feet) COMP
 PU0652  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 PU0652
 PU0652  VERT ORDER      -  SECOND    CLASS 0
 PU0652
 PU0652.The horizontal coordinates were scaled from a map and have
 PU0652.an estimated accuracy of +/- 6 seconds.
 PU0652
 PU0652.The orthometric height was determined by differential leveling and
 PU0652.adjusted by the NATIONAL GEODETIC SURVEY
 PU0652.in June 1991.
 PU0652
 PU0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0652.GEOID18 height accuracy estimate available here.
 PU0652
 PU0652.Click photographs - Photos may exist for this station.
 PU0652
 PU0652.The dynamic height is computed by dividing the NAVD 88
 PU0652.geopotential number by the normal gravity value computed on the
 PU0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0652.degrees latitude (g = 980.6199 gals.).
 PU0652
 PU0652.The modeled gravity was interpolated from observed gravity values.
 PU0652
 PU0652;                    North         East    Units  Estimated Accuracy
 PU0652;SPC SD N     -    71,520.      367,300.      MT  (+/- 180 meters Scaled)
 PU0652
 PU0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK652227(NAD 83)
 PU0652
 PU0652                          SUPERSEDED SURVEY CONTROL
 PU0652
 PU0652  NGVD 29 (??/??/92)  856.120  (m)         2808.79   (f) ADJ UNCH    2 0
 PU0652
 PU0652.Superseded values are not recommended for survey control.
 PU0652
 PU0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0652.See file dsdata.pdf to determine how the superseded data were derived.
 PU0652
 PU0652_MARKER: DR = REFERENCE MARK DISK
 PU0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0652_STAMPING: KENNARD NO 1 1962
 PU0652_MARK LOGO: CGS
 PU0652_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0652+STABILITY: SURFACE MOTION
 PU0652
 PU0652  HISTORY     - Date     Condition        Report By
 PU0652  HISTORY     - 1962     MONUMENTED       CGS
 PU0652
 PU0652                          STATION DESCRIPTION
 PU0652
 PU0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0652'5 MI NW FROM HEREFORD.
 PU0652'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0652'THENCE 3.6 MILES NORTH ALONG A ROAD, ON THE TOP OF A HILL, 42 1/2
 PU0652'FEET WEST OF THE CENTER LINE OF THE ROAD, 40.1 FEET EAST-NORTHEAST
 PU0652'OF THE STATION, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU0652'CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0654 ***********************************************************************
 PU0654  DESIGNATION -  KENNARD RM 2
 PU0654  PID         -  PU0654
 PU0654  STATE/COUNTY-  SD/MEADE
 PU0654  COUNTRY     -  US
 PU0654  USGS QUAD   -  HEREFORD (2017)
 PU0654
 PU0654                         *CURRENT SURVEY CONTROL
 PU0654  ______________________________________________________________________
 PU0654* NAD 83(1986) POSITION- 44 26 21.     (N) 102 55 25.     (W)   SCALED
 PU0654* NAVD 88 ORTHO HEIGHT -   856.553 (meters)     2810.21  (feet) ADJUSTED
 PU0654  ______________________________________________________________________
 PU0654  GEOID HEIGHT    -        -17.529 (meters)                     GEOID18
 PU0654  DYNAMIC HEIGHT  -        856.318 (meters)     2809.44  (feet) COMP
 PU0654  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 PU0654
 PU0654  VERT ORDER      -  SECOND    CLASS 0
 PU0654
 PU0654.The horizontal coordinates were scaled from a map and have
 PU0654.an estimated accuracy of +/- 6 seconds.
 PU0654
 PU0654.The orthometric height was determined by differential leveling and
 PU0654.adjusted by the NATIONAL GEODETIC SURVEY
 PU0654.in June 1991.
 PU0654
 PU0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0654.GEOID18 height accuracy estimate available here.
 PU0654
 PU0654.Click photographs - Photos may exist for this station.
 PU0654
 PU0654.The dynamic height is computed by dividing the NAVD 88
 PU0654.geopotential number by the normal gravity value computed on the
 PU0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0654.degrees latitude (g = 980.6199 gals.).
 PU0654
 PU0654.The modeled gravity was interpolated from observed gravity values.
 PU0654
 PU0654;                    North         East    Units  Estimated Accuracy
 PU0654;SPC SD N     -    71,520.      367,300.      MT  (+/- 180 meters Scaled)
 PU0654
 PU0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK652227(NAD 83)
 PU0654
 PU0654                          SUPERSEDED SURVEY CONTROL
 PU0654
 PU0654  NGVD 29 (??/??/92)  856.095  (m)         2808.71   (f) ADJ UNCH    2 0
 PU0654
 PU0654.Superseded values are not recommended for survey control.
 PU0654
 PU0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0654.See file dsdata.pdf to determine how the superseded data were derived.
 PU0654
 PU0654_MARKER: DR = REFERENCE MARK DISK
 PU0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0654_STAMPING: KENNARD NO 2 1962
 PU0654_MARK LOGO: CGS
 PU0654_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0654+STABILITY: SURFACE MOTION
 PU0654
 PU0654  HISTORY     - Date     Condition        Report By
 PU0654  HISTORY     - 1962     MONUMENTED       CGS
 PU0654
 PU0654                          STATION DESCRIPTION
 PU0654
 PU0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0654'5 MI NW FROM HEREFORD.
 PU0654'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0654'THENCE 3.6 MILES NORTH ALONG A GRAVEL ROAD, AT THE TOP OF A HILL,
 PU0654'46 FEET WEST OF THE CENTER LINE OF THE ROAD, 38.8 FEET SOUTHEAST
 PU0654'OF THE STATION, 39 FEET SOUTHEAST OF A POWER POLE, ABOUT 2 FEET
 PU0654'BELOW THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0946 ***********************************************************************
 OR0946  DESIGNATION -  KENNEBEC WATER TOWER
 OR0946  PID         -  OR0946
 OR0946  STATE/COUNTY-  SD/LYMAN
 OR0946  COUNTRY     -  US
 OR0946  USGS QUAD   -  KENNEBEC (2017)
 OR0946
 OR0946                         *CURRENT SURVEY CONTROL
 OR0946  ______________________________________________________________________
 OR0946* NAD 83(1996) POSITION- 43 54 16.55432(N) 099 51 41.41855(W)   ADJUSTED
 OR0946  ______________________________________________________________________
 OR0946  GEOID HEIGHT    -        -25.287 (meters)                     GEOID18
 OR0946  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 OR0946  HORZ ORDER      -  THIRD
 OR0946
 OR0946.The horizontal coordinates were established by classical geodetic methods
 OR0946.and adjusted by the National Geodetic Survey in January 1998.
 OR0946
 OR0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0946.GEOID18 height accuracy estimate available here.
 OR0946
 OR0946.Click photographs - Photos may exist for this station.
 OR0946
 OR0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0946
 OR0946. The following values were computed from the NAD 83(1996) position.
 OR0946
 OR0946;                    North         East     Units Scale Factor Converg.
 OR0946;SPC SD S     -   174,663.182   637,900.866   MT  0.99991932   +0 19 31.8
 OR0946;SPC SD S     -   573,040.79  2,092,846.42   sFT  0.99991932   +0 19 31.8
 OR0946;UTM  14      - 4,861,637.574   430,818.907   MT  0.99965886   -0 35 50.8
 OR0946
 OR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3081861637(NAD 83)
 OR0946
 OR0946                          SUPERSEDED SURVEY CONTROL
 OR0946
 OR0946  NAD 83(1986)-  43 54 16.55169(N)    099 51 41.42239(W) AD(       ) 3
 OR0946  NAD 27      -  43 54 16.58800(N)    099 51 39.99800(W) AD(       ) 3
 OR0946
 OR0946.Superseded values are not recommended for survey control.
 OR0946
 OR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0946.See file dsdata.pdf to determine how the superseded data were derived.
 OR0946
 OR0946_MARKER: 54 = WATER TOWER
 OR0946
 OR0946  HISTORY     - Date     Condition        Report By
 OR0946  HISTORY     - 1924     FIRST OBSERVED   CGS
 OR0946  HISTORY     - 1935     GOOD             CGS
 OR0946
 OR0946                          STATION DESCRIPTION
 OR0946
 OR0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0946'STRUCTURE IS THE SAME AS IN 1924.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0459 ***********************************************************************
 QQ0459  DESIGNATION -  KETTLE
 QQ0459  PID         -  QQ0459
 QQ0459  STATE/COUNTY-  SD/MARSHALL
 QQ0459  COUNTRY     -  US
 QQ0459  USGS QUAD   -  STANGLAND SLOUGH (2017)
 QQ0459
 QQ0459                         *CURRENT SURVEY CONTROL
 QQ0459  ______________________________________________________________________
 QQ0459* NAD 83(1996) POSITION- 45 36 36.28419(N) 097 32 06.28426(W)   ADJUSTED
 QQ0459* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 QQ0459  ______________________________________________________________________
 QQ0459  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 QQ0459  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 QQ0459  HORZ ORDER      -  FIRST
 QQ0459
 QQ0459.The horizontal coordinates were established by classical geodetic methods
 QQ0459.and adjusted by the National Geodetic Survey in January 1998.
 QQ0459
 QQ0459.The orthometric height was scaled from a topographic map.
 QQ0459
 QQ0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0459.GEOID18 height accuracy estimate available here.
 QQ0459
 QQ0459.Click photographs - Photos may exist for this station.
 QQ0459
 QQ0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0459
 QQ0459. The following values were computed from the NAD 83(1996) position.
 QQ0459
 QQ0459;                    North         East     Units Scale Factor Converg.
 QQ0459;SPC SD N     -   200,369.234   792,245.423   MT  0.99998668   +1 44 40.3
 QQ0459;SPC SD N     -   657,378.06  2,599,225.19   sFT  0.99998668   +1 44 40.3
 QQ0459;UTM  14      - 5,051,769.674   614,226.117   MT  0.99976041   +1 02 49.0
 QQ0459
 QQ0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0459!SPC SD N     -   0.99991187  x   0.99998668  =   0.99989855
 QQ0459!UTM  14      -   0.99991187  x   0.99976041  =   0.99967230
 QQ0459
 QQ0459:                Primary Azimuth Mark                     Grid Az
 QQ0459:SPC SD N     -  KETTLE AZ MK                             143 32 44.6
 QQ0459:UTM  14      -  KETTLE AZ MK                             144 14 35.9
 QQ0459
 QQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1422651769(NAD 83)
 QQ0459
 QQ0459|---------------------------------------------------------------------|
 QQ0459| PID    Reference Object                     Distance      Geod. Az  |
 QQ0459|                                                           dddmmss.s |
 QQ0459| CO5756 KETTLE AZ MK                                       1451724.9 |
 QQ0459| CO5757 KETTLE RM 1                           9.222 METERS 17530     |
 QQ0459| CO5758 KETTLE RM 2                           8.959 METERS 26750     |
 QQ0459|---------------------------------------------------------------------|
 QQ0459
 QQ0459                          SUPERSEDED SURVEY CONTROL
 QQ0459
 QQ0459  NAD 83(1986)-  45 36 36.28266(N)    097 32 06.27586(W) AD(       ) 1
 QQ0459  NAD 27      -  45 36 36.44847(N)    097 32 04.93332(W) AD(       ) 1
 QQ0459
 QQ0459.Superseded values are not recommended for survey control.
 QQ0459
 QQ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0459.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0459
 QQ0459_MARKER: DS = TRIANGULATION STATION DISK
 QQ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0459_STAMPING: KETTLE 1952
 QQ0459_MARK LOGO: CGS
 QQ0459_PROJECTION: FLUSH
 QQ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0459+STABILITY: SURFACE MOTION
 QQ0459
 QQ0459  HISTORY     - Date     Condition        Report By
 QQ0459  HISTORY     - 1952     MONUMENTED       CGS
 QQ0459  HISTORY     - 1963     GOOD             CGS
 QQ0459
 QQ0459                          STATION DESCRIPTION
 QQ0459
 QQ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0459'THE STATION IS ABOUT 5-3/4 MILES WEST OF EDEN, 3-1/4 MILES SOUTH
 QQ0459'OF OLD FORT SISSETON, ON THE HIGHEST POINT OF A PROMINENT BARE
 QQ0459'RIDGE, IN THE SOUTHWEST 1/4 NE 1/4 OF SEC. 27, T 125 N, R 56 W, AND
 QQ0459'ON LAND OWNED BY J. J. JOHANNSEN.  IT IS 7 FEET SOUTHWEST OF A 4 X
 QQ0459'4 INCH WHITE WITNESS POST AND 4 FEET WEST OF A FENCE.
 QQ0459'
 QQ0459'TO REACH THE STATION FROM THE CROSSROADS AT THE WEST EDGE OF
 QQ0459'EDEN, GO WEST ON A GRAVELED ROAD FOR 5.35 MILES TO A CROSSROADS
 QQ0459'AT A SIGN FORT SISSETON, (THE AZIMUTH MARK IS 0.9 MILE SOUTH OF
 QQ0459'THIS POINT) CONTINUE WEST 0.5 MILE TO A PRIVATE DRIVE ON THE LEFT,
 QQ0459'TURN LEFT AND GO SOUTH 0.1 MILE TO THE HOME OF MR. JOHANNSEN,
 QQ0459'TURN LEFT AND GO EAST THROUGH THE SOUTHEAST EDGE OF THE BARNYARD
 QQ0459'TO A GATE AT THE SOUTHEAST CORNER OF A BARN, PASS THROUGH THE
 QQ0459'GATE AND FOLLOW A TRACK ROAD 0.15 MILE TO A GATE, PASS THROUGH
 QQ0459'THE GATE AND GO SOUTH ALONG THE EAST SIDE OF A FENCE FOR 0.3 MILE
 QQ0459'TO THE HIGHEST POINT AND THE STATION.
 QQ0459'
 QQ0459'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0459'KETTLE 1952.
 QQ0459'
 QQ0459'REFERENCE MARK 1 IS 36 FEET SOUTH OF THE WITNESS POST AND 4
 QQ0459'FEET WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 QQ0459'THE DISK IS STAMPED KETTLE NO 1 1952.
 QQ0459'
 QQ0459'REFERENCE MARK 2 IS 35 FEET WEST OF THE FENCE AND 34 FEET WEST
 QQ0459'OF THE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 QQ0459'DISK IS STAMPED KETTLE NO 2 1952.
 QQ0459'
 QQ0459'THE AZIMUTH MARK IS 53 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 QQ0459'4 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST
 QQ0459'OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QQ0459'STAMPED KETTLE 1952.
 QQ0459
 QQ0459                          STATION RECOVERY (1963)
 QQ0459
 QQ0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 QQ0459'THIS STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 QQ0459'REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK AS IT WAS IN THE WAY
 QQ0459'OF ROAD IMPROVMENT.  THIS MARK WAS MOVED ON LINT TOWARD THE
 QQ0459'STATION.
 QQ0459'
 QQ0459'THE AZIMUTH MARK IS ABOUT 100 YARDS SOUTHEAST OF THE SOUTHEAST
 QQ0459'SIDE OF A MARSH LAKE, ABOUT 150 FEET WEST OF THE CENTERLINE OF THE
 QQ0459'ROAD AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS
 QQ0459'ABOUT 3 INCHES AND THE DISK IS STAMPED KETTLE 1952 RESET 1963.
 QQ0459'
 QQ0459'THE ORIGINAL DESCRIPTION FOR THIS STATION WAS NOT AVAILABLE AT
 QQ0459'THE TIME OF RECOVERY.
 QQ0459'
 QQ0459'TO REACH THE AZIMUTH MARK FROM EDEN, FROM THE JUNCTION OF
 QQ0459'STATE HIGHWAY 23 AND COUNTY ROUTE 16 IN THE EAST EDGE OF TOWN,
 QQ0459'GO WEST ON COUNTY ROUTE 16 FOR 5.55 MILES TO CROSSROADS AND
 QQ0459'JUNCTION WITH COUNTY ROUTE 5, TURN LEFT AND GO SOUTH FOR 0.9
 QQ0459'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QQ0459'
 QQ0459'THE STATION MARK IS ABOUT 0.5 MILE NORTHWEST OF THE AZIMUTH
 QQ0459'AND CAN BE REACHED BY GOING NORTH FOR ABOUT 0.7 MILE TO A WIRE
 QQ0459'GATE ON THE LEFT (WEST), TURN LEFT THROUGH GATE AND FOLLOW FENCE
 QQ0459'LINE WEST, SOUTH AND WEST TO HIGHEST POINT OF HILL AND STATION
 QQ0459'JUST NORTH OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0124 ***********************************************************************
 OS0124  DESIGNATION -  KEYA
 OS0124  PID         -  OS0124
 OS0124  STATE/COUNTY-  SD/TODD
 OS0124  COUNTRY     -  US
 OS0124  USGS QUAD   -  KEYAPAHA (2017)
 OS0124
 OS0124                         *CURRENT SURVEY CONTROL
 OS0124  ______________________________________________________________________
 OS0124* NAD 83(1996) POSITION- 43 05 21.11633(N) 100 14 41.38034(W)   ADJUSTED
 OS0124* NAVD 88 ORTHO HEIGHT -   768.851 (meters)     2522.47  (feet) ADJUSTED
 OS0124  ______________________________________________________________________
 OS0124  GEOID HEIGHT    -        -23.436 (meters)                     GEOID18
 OS0124  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 OS0124  DYNAMIC HEIGHT  -        768.550 (meters)     2521.48  (feet) COMP
 OS0124  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 OS0124
 OS0124  HORZ ORDER      -  SECOND
 OS0124  VERT ORDER      -  SECOND    CLASS 0
 OS0124
 OS0124.The horizontal coordinates were established by classical geodetic methods
 OS0124.and adjusted by the National Geodetic Survey in January 1998.
 OS0124
 OS0124.The orthometric height was determined by differential leveling and
 OS0124.adjusted by the NATIONAL GEODETIC SURVEY
 OS0124.in June 1991.
 OS0124
 OS0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0124.GEOID18 height accuracy estimate available here.
 OS0124
 OS0124.Click photographs - Photos may exist for this station.
 OS0124
 OS0124.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0124
 OS0124.The dynamic height is computed by dividing the NAVD 88
 OS0124.geopotential number by the normal gravity value computed on the
 OS0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0124.degrees latitude (g = 980.6199 gals.).
 OS0124
 OS0124.The modeled gravity was interpolated from observed gravity values.
 OS0124
 OS0124. The following values were computed from the NAD 83(1996) position.
 OS0124
 OS0124;                    North         East     Units Scale Factor Converg.
 OS0124;SPC SD S     -    83,973.985   607,206.006   MT  0.99994925   +0 03 39.8
 OS0124;SPC SD S     -   275,504.65  1,992,141.70   sFT  0.99994925   +0 03 39.8
 OS0124;UTM  14      - 4,771,472.210   398,682.482   MT  0.99972628   -0 51 01.7
 OS0124
 OS0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0124!SPC SD S     -   0.99988312  x   0.99994925  =   0.99983237
 OS0124!UTM  14      -   0.99988312  x   0.99972628  =   0.99960943
 OS0124
 OS0124:                Primary Azimuth Mark                     Grid Az
 OS0124:SPC SD S     -  KEYA AZ MK                               270 30 08.7
 OS0124:UTM  14      -  KEYA AZ MK                               271 24 50.2
 OS0124
 OS0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9868271472(NAD 83)
 OS0124
 OS0124|---------------------------------------------------------------------|
 OS0124| PID    Reference Object                     Distance      Geod. Az  |
 OS0124|                                                           dddmmss.s |
 OS0124| OS0121 KEYA RM 1                            14.615 METERS 05503     |
 OS0124| OS0123 KEYA AZ MK                                         2703348.5 |
 OS0124| OS0122 KEYA RM 2                            14.152 METERS 30049     |
 OS0124|---------------------------------------------------------------------|
 OS0124
 OS0124                          SUPERSEDED SURVEY CONTROL
 OS0124
 OS0124  NAD 83(1995)-  43 05 21.11580(N)    100 14 41.38055(W) AD(       ) 2
 OS0124  NAD 83(1986)-  43 05 21.12118(N)    100 14 41.39416(W) AD(       ) 2
 OS0124  NAD 27      -  43 05 21.10000(N)    100 14 39.94200(W) AD(       ) 2
 OS0124  NGVD 29 (??/??/92)  768.518  (m)         2521.38   (f) ADJ UNCH    2 0
 OS0124  NGVD 29             768.52   (m)         2521.4    (f) LEVELING    3  
 OS0124
 OS0124.Superseded values are not recommended for survey control.
 OS0124
 OS0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0124.See file dsdata.pdf to determine how the superseded data were derived.
 OS0124
 OS0124_MARKER: DS = TRIANGULATION STATION DISK
 OS0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0124_STAMPING: KEYA 1936
 OS0124_MARK LOGO: CGS
 OS0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0124+STABILITY: SURFACE MOTION
 OS0124
 OS0124  HISTORY     - Date     Condition        Report By
 OS0124  HISTORY     - 1936     MONUMENTED       CGS
 OS0124  HISTORY     - 1946     GOOD             CGS
 OS0124
 OS0124                          STATION DESCRIPTION
 OS0124
 OS0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0124'THE STATION IS LOCATED ABOUT 37.9 MILES SOUTHEAST OF MISSION,
 OS0124'33.2 MILES SOUTH BY EAST OF OKREEK, 0.15 MILE NORTH OF A PUBLIC
 OS0124'ROAD AT THE HIGHEST POINT OF A PASTURE (SAND) HILL.  THE
 OS0124'LAND IS ADJACENT TO THAT OWNED OR LEASED BY OSCAR SPENCE.
 OS0124'
 OS0124'TO REACH FROM MISSION, FOLLOW U.S. HIGHWAY 18 EAST FOR 10.3
 OS0124'MILES TO A CROSS ROAD AT A WHITE SCHOOLHOUSE IN THE SOUTHWEST
 OS0124'ANGLE (THIS ROAD IS 5.6 MILES WEST OF OKREEK ON U.S. HIGHWAY
 OS0124'18), TURN SOUTH ON A GRADED DIRT ROAD (U.S. 18 TURNS NORTH)
 OS0124'AND GO 6.0 MILES.  TURN LEFT (EAST) AND GO 3.0 MILES, TURN
 OS0124'RIGHT (SOUTH) AND GO 9.0 MILES.  HERE TURN LEFT (EAST) AND
 OS0124'GO 8.0 MILES TO A CROSS ROAD, TURN RIGHT (SOUTH) AND GO
 OS0124'1.0 MILE.  THIS POINT IS JUST OPPOSITE THE HOUSE OF OSCAR
 OS0124'SPENCE.  JUST A LITTLE BEYOND THE HOUSE, PASS THROUGH A GATE,
 OS0124'TURN EAST ALONG A DIM TRAIL AND GO 0.5 MILE.  HERE LEAVE THE
 OS0124'ROAD AND BEAR LEFT UP THE HILL AND GO 0.15 MILE TO THE TOP
 OS0124'OF A POINTED HILL AND THE STATION.  FROM THE SPENCE HOUSE,
 OS0124'AT THE FENCE CORNER, ONE MAY TRAVEL ALONG THE EAST-WEST
 OS0124'FENCE LINE (SOUTH SIDE) DIRECTLY TO THE STATION, THE
 OS0124'DISTANCE FROM THE FENCE CORNER BEING 0.5 MILE.
 OS0124'
 OS0124'STATION IS ON THE HIGHEST POINT OF SAND HILL, ABOUT 0.5
 OS0124'MILE FROM THE NORTH-SOUTH ROAD, AND 27.2 FEET SOUTH OF THE
 OS0124'EAST-WEST FENCE.  IT IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING
 OS0124'3 INCHES.
 OS0124'
 OS0124'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL, 47.95
 OS0124'FEET NORTHEAST OF THE STATION, AND 2 FEET SOUTH OF THE EAST-WEST
 OS0124'FENCE.  IT IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING 5
 OS0124'INCHES.
 OS0124'
 OS0124'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, 48.43
 OS0124'FEET NORTHWEST OF THE STATION, AND IS 1 FOOT SOUTH OF THE
 OS0124'EAST-WEST FENCE.  IT IS A 1-FOOT SQUARE CONCRETE POST PROJECTING
 OS0124'5 INCHES.
 OS0124'
 OS0124'THE AZIMUTH MARK IS LOCATED ABOUT 250 FEET SOUTHEAST OF THE
 OS0124'OSCAR SPENCE HOUSE.  0.5 MILE WEST OF THE STATION, 38 FEET
 OS0124'EAST OF THE CENTERLINE OF THE DIRT ROAD, AND 3 FEET SOUTHWEST
 OS0124'OF A GATEPOST.  TO REACH THE AZIMUTH FROM THE STATION, TRAVEL
 OS0124'WEST ALONG THE EAST-WEST FENCE LINE FOR 0.5 MILE TO GATE
 OS0124'AND MARK.
 OS0124'
 OS0124'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0124'BRONZE DISKS SET AS DESCRIBED.
 OS0124'
 OS0124'ALL OBJECTS VISIBLE FROM GROUND.
 OS0124
 OS0124                          STATION RECOVERY (1946)
 OS0124
 OS0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OS0124'8.3 MI SW FROM KEYAPAHA.
 OS0124'ABOUT 6.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST OFFICE
 OS0124'AT KEYAPAHA, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 OS0124'MILE EAST ACROSS A PASTURE TO A HIGH HILL, AND ON THE HIGHEST POINT
 OS0124'OF THE HILL.  A BRONZE TRIANGULATION STATION DISC STAMPED KEYA
 OS0124'1936 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 OS0124'ABOVE THE GROUND.  49 FEET SOUTHEAST OF REFERENCE MARK NO. 1,
 OS0124'48 FEET SOUTHWEST OF REFERENCE MARK NO. 2, 2 FEET SOUTH OF A
 OS0124'4 IN X 4 IN MARKER POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0123 ***********************************************************************
 OS0123  DESIGNATION -  KEYA AZ MK
 OS0123  PID         -  OS0123
 OS0123  STATE/COUNTY-  SD/TODD
 OS0123  COUNTRY     -  US
 OS0123  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0123
 OS0123                         *CURRENT SURVEY CONTROL
 OS0123  ______________________________________________________________________
 OS0123* NAD 83(1986) POSITION- 43 05 21.     (N) 100 15 27.     (W)   SCALED
 OS0123* NAVD 88 ORTHO HEIGHT -   758.456 (meters)     2488.37  (feet) ADJUSTED
 OS0123  ______________________________________________________________________
 OS0123  GEOID HEIGHT    -        -23.405 (meters)                     GEOID18
 OS0123  DYNAMIC HEIGHT  -        758.159 (meters)     2487.39  (feet) COMP
 OS0123  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 OS0123
 OS0123  VERT ORDER      -  SECOND    CLASS 0
 OS0123
 OS0123.The horizontal coordinates were scaled from a map and have
 OS0123.an estimated accuracy of +/- 6 seconds.
 OS0123
 OS0123.The orthometric height was determined by differential leveling and
 OS0123.adjusted by the NATIONAL GEODETIC SURVEY
 OS0123.in June 1991.
 OS0123
 OS0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0123.GEOID18 height accuracy estimate available here.
 OS0123
 OS0123.Click photographs - Photos may exist for this station.
 OS0123
 OS0123.The dynamic height is computed by dividing the NAVD 88
 OS0123.geopotential number by the normal gravity value computed on the
 OS0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0123.degrees latitude (g = 980.6199 gals.).
 OS0123
 OS0123.The modeled gravity was interpolated from observed gravity values.
 OS0123
 OS0123;                    North         East    Units  Estimated Accuracy
 OS0123;SPC SD S     -    83,970.      606,170.      MT  (+/- 180 meters Scaled)
 OS0123
 OS0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN976714(NAD 83)
 OS0123
 OS0123                          SUPERSEDED SURVEY CONTROL
 OS0123
 OS0123  NGVD 29 (??/??/92)  758.123  (m)         2487.28   (f) ADJ UNCH    2 0
 OS0123
 OS0123.Superseded values are not recommended for survey control.
 OS0123
 OS0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0123.See file dsdata.pdf to determine how the superseded data were derived.
 OS0123
 OS0123_MARKER: DZ = AZIMUTH MARK DISK
 OS0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0123_STAMPING: KEYA 1936
 OS0123_MARK LOGO: CGS
 OS0123_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0123+STABILITY: SURFACE MOTION
 OS0123
 OS0123  HISTORY     - Date     Condition        Report By
 OS0123  HISTORY     - 1936     MONUMENTED       CGS
 OS0123  HISTORY     - 1946     GOOD             CGS
 OS0123
 OS0123                          STATION DESCRIPTION
 OS0123
 OS0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0123'7.6 MI SW FROM KEYAPAHA.
 OS0123'ABOUT 6.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0123'OFFICE AT KEYAPAHA, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AND
 OS0123'AT A CURVE IN THE ROAD, ABOUT 300 FEET SOUTHWEST OF A FARM HOUSE,
 OS0123'36 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0123'NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 OS0123'ROAD, 3 FEET SOUTHWEST OF THE SOUTH GATEPOST OF ENTRANCE INTO A
 OS0123'PASTURE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 OS0123'DISC STAMPED KEYA 1936 AND SET IN THE TOP OF A CONCRETE POST WHICH
 OS0123'PROJECTS 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0121 ***********************************************************************
 OS0121  DESIGNATION -  KEYA RM 1
 OS0121  PID         -  OS0121
 OS0121  STATE/COUNTY-  SD/TODD
 OS0121  COUNTRY     -  US
 OS0121  USGS QUAD   -  KEYAPAHA (2017)
 OS0121
 OS0121                         *CURRENT SURVEY CONTROL
 OS0121  ______________________________________________________________________
 OS0121* NAD 83(1986) POSITION- 43 05 21.39   (N) 100 14 40.85   (W)   HD_HELD1
 OS0121* NAVD 88 ORTHO HEIGHT -   765.109 (meters)     2510.20  (feet) ADJUSTED
 OS0121  ______________________________________________________________________
 OS0121  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 OS0121  DYNAMIC HEIGHT  -        764.809 (meters)     2509.21  (feet) COMP
 OS0121  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 OS0121
 OS0121  VERT ORDER      -  SECOND    CLASS 0
 OS0121
 OS0121.The horizontal coordinates were determined by differentially corrected
 OS0121.hand held GPS observations or other comparable positioning techniques
 OS0121.and have an estimated accuracy of +/- 3 meters.
 OS0121
 OS0121.The orthometric height was determined by differential leveling and
 OS0121.adjusted by the NATIONAL GEODETIC SURVEY
 OS0121.in June 1991.
 OS0121
 OS0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0121.GEOID18 height accuracy estimate available here.
 OS0121
 OS0121.Click photographs - Photos may exist for this station.
 OS0121
 OS0121.The dynamic height is computed by dividing the NAVD 88
 OS0121.geopotential number by the normal gravity value computed on the
 OS0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0121.degrees latitude (g = 980.6199 gals.).
 OS0121
 OS0121.The modeled gravity was interpolated from observed gravity values.
 OS0121
 OS0121;                    North         East    Units  Estimated Accuracy
 OS0121;SPC SD S     -    83,982.4     607,218.0     MT  (+/- 3 meters HH1 GPS) 
 OS0121
 OS0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9869471480(NAD 83)
 OS0121
 OS0121                          SUPERSEDED SURVEY CONTROL
 OS0121
 OS0121  NGVD 29 (??/??/92)  764.776  (m)         2509.10   (f) ADJ UNCH    2 0
 OS0121
 OS0121.Superseded values are not recommended for survey control.
 OS0121
 OS0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0121.See file dsdata.pdf to determine how the superseded data were derived.
 OS0121
 OS0121_MARKER: DR = REFERENCE MARK DISK
 OS0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0121_STAMPING: KEYA NO 1 1936
 OS0121_MARK LOGO: CGS
 OS0121_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0121+STABILITY: SURFACE MOTION
 OS0121
 OS0121  HISTORY     - Date     Condition        Report By
 OS0121  HISTORY     - 1936     MONUMENTED       CGS
 OS0121  HISTORY     - 1946     GOOD             CGS
 OS0121
 OS0121                          STATION DESCRIPTION
 OS0121
 OS0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0121'8.3 MI SW FROM KEYAPAHA.
 OS0121'ABOUT 6.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0121'OFFICE AT KEYAPAHA, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD,
 OS0121'THENCE 0.7 MILE EAST ACROSS A PASTURE TO A HIGH HILL, AND ON
 OS0121'THE NORTHEAST SLOPE OF THE HILL, 48 FEET NORTHEAST OF THE STATION
 OS0121'MARK WHICH IS ON THE HIGHEST POINT OF THE HILL.  A BRONZE DISC
 OS0121'STAMPED KEYA NO 1 1936 AND SET IN THE TOP OF A CONCRETE POST
 OS0121'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0122 ***********************************************************************
 OS0122  DESIGNATION -  KEYA RM 2
 OS0122  PID         -  OS0122
 OS0122  STATE/COUNTY-  SD/TODD
 OS0122  COUNTRY     -  US
 OS0122  USGS QUAD   -  KEYAPAHA (2017)
 OS0122
 OS0122                         *CURRENT SURVEY CONTROL
 OS0122  ______________________________________________________________________
 OS0122* NAD 83(1986) POSITION- 43 05 21.35   (N) 100 14 41.92   (W)   HD_HELD1
 OS0122* NAVD 88 ORTHO HEIGHT -   767.288 (meters)     2517.34  (feet) ADJUSTED
 OS0122  ______________________________________________________________________
 OS0122  GEOID HEIGHT    -        -23.436 (meters)                     GEOID18
 OS0122  DYNAMIC HEIGHT  -        766.988 (meters)     2516.36  (feet) COMP
 OS0122  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 OS0122
 OS0122  VERT ORDER      -  SECOND    CLASS 0
 OS0122
 OS0122.The horizontal coordinates were determined by differentially corrected
 OS0122.hand held GPS observations or other comparable positioning techniques
 OS0122.and have an estimated accuracy of +/- 3 meters.
 OS0122
 OS0122.The orthometric height was determined by differential leveling and
 OS0122.adjusted by the NATIONAL GEODETIC SURVEY
 OS0122.in June 1991.
 OS0122
 OS0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0122.GEOID18 height accuracy estimate available here.
 OS0122
 OS0122.Click photographs - Photos may exist for this station.
 OS0122
 OS0122.The dynamic height is computed by dividing the NAVD 88
 OS0122.geopotential number by the normal gravity value computed on the
 OS0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0122.degrees latitude (g = 980.6199 gals.).
 OS0122
 OS0122.The modeled gravity was interpolated from observed gravity values.
 OS0122
 OS0122;                    North         East    Units  Estimated Accuracy
 OS0122;SPC SD S     -    83,981.2     607,193.8     MT  (+/- 3 meters HH1 GPS) 
 OS0122
 OS0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9867071479(NAD 83)
 OS0122
 OS0122                          SUPERSEDED SURVEY CONTROL
 OS0122
 OS0122  NGVD 29 (??/??/92)  766.956  (m)         2516.25   (f) ADJ UNCH    2 0
 OS0122
 OS0122.Superseded values are not recommended for survey control.
 OS0122
 OS0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0122.See file dsdata.pdf to determine how the superseded data were derived.
 OS0122
 OS0122_MARKER: DR = REFERENCE MARK DISK
 OS0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0122_STAMPING: KEYA NO 2 1936
 OS0122_MARK LOGO: CGS
 OS0122_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0122+STABILITY: SURFACE MOTION
 OS0122
 OS0122  HISTORY     - Date     Condition        Report By
 OS0122  HISTORY     - 1936     MONUMENTED       CGS
 OS0122  HISTORY     - 1946     GOOD             CGS
 OS0122
 OS0122                          STATION DESCRIPTION
 OS0122
 OS0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0122'8.3 MI SW FROM KEYAPAHA.
 OS0122'ABOUT 6.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0122'OFFICE AT KEYAPAHA, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD,
 OS0122'THENCE 0.7 MILE EAST ACROSS A PASTURE TO A HIGH HILL, AND ON THE
 OS0122'NORTHWEST SLOPE OF THE HILL, 49 FEET NORTHWEST OF THE STATION
 OS0122'MARK WHICH IS ON THE HIGHEST POINT OF THE HILL.  A BRONZE DISC
 OS0122'STAMPED KEYA NO 2 1936 AND SET IN THE TOP OF A CONCRETE POST
 OS0122'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1153 ***********************************************************************
 PT1153  DESIGNATION -  KIER
 PT1153  PID         -  PT1153
 PT1153  STATE/COUNTY-  SD/HAAKON
 PT1153  COUNTRY     -  US
 PT1153  USGS QUAD   -  LUCERNE (2017)
 PT1153
 PT1153                         *CURRENT SURVEY CONTROL
 PT1153  ______________________________________________________________________
 PT1153* NAD 83(1996) POSITION- 44 09 22.80348(N) 101 32 23.24804(W)   ADJUSTED
 PT1153* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 PT1153  ______________________________________________________________________
 PT1153  GEOID HEIGHT    -        -21.500 (meters)                     GEOID18
 PT1153  LAPLACE CORR    -         -9.13  (seconds)                    DEFLEC18
 PT1153  HORZ ORDER      -  THIRD
 PT1153
 PT1153.The horizontal coordinates were established by classical geodetic methods
 PT1153.and adjusted by the National Geodetic Survey in January 1998.
 PT1153
 PT1153.The orthometric height was scaled from a topographic map.
 PT1153
 PT1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1153.GEOID18 height accuracy estimate available here.
 PT1153
 PT1153.Click photographs - Photos may exist for this station.
 PT1153
 PT1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1153
 PT1153. The following values were computed from the NAD 83(1996) position.
 PT1153
 PT1153;                    North         East     Units Scale Factor Converg.
 PT1153;SPC SD S     -   203,225.666   503,497.190   MT  0.99995092   -0 49 56.2
 PT1153;SPC SD S     -   666,749.54  1,651,890.36   sFT  0.99995092   -0 49 56.2
 PT1153;UTM  14      - 4,892,373.527   296,907.884   MT  1.00010730   -1 46 11.5
 PT1153
 PT1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1153!SPC SD S     -   0.99989104  x   0.99995092  =   0.99984197
 PT1153!UTM  14      -   0.99989104  x   1.00010730  =   0.99999833
 PT1153
 PT1153:                Primary Azimuth Mark                     Grid Az
 PT1153:SPC SD S     -  KIER AZ MK                               062 30 07.2
 PT1153:UTM  14      -  KIER AZ MK                               063 26 22.5
 PT1153
 PT1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9690792373(NAD 83)
 PT1153
 PT1153|---------------------------------------------------------------------|
 PT1153| PID    Reference Object                     Distance      Geod. Az  |
 PT1153|                                                           dddmmss.s |
 PT1153| CP9749 KIER AZ MK                                         0614011.0 |
 PT1153| CP9750 KIER RM 1                            10.527 METERS 12833     |
 PT1153| CP9751 KIER RM 2                            12.916 METERS 21716     |
 PT1153|---------------------------------------------------------------------|
 PT1153
 PT1153                          SUPERSEDED SURVEY CONTROL
 PT1153
 PT1153  NAD 83(1986)-  44 09 22.79636(N)    101 32 23.25016(W) AD(       ) 3
 PT1153  NAD 27      -  44 09 22.85000(N)    101 32 21.73100(W) AD(       ) 3
 PT1153
 PT1153.Superseded values are not recommended for survey control.
 PT1153
 PT1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1153.See file dsdata.pdf to determine how the superseded data were derived.
 PT1153
 PT1153_MARKER: DS = TRIANGULATION STATION DISK
 PT1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1153_STAMPING: KIER 1950
 PT1153_MARK LOGO: CGS
 PT1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1153+STABILITY: SURFACE MOTION
 PT1153
 PT1153  HISTORY     - Date     Condition        Report By
 PT1153  HISTORY     - 1950     MONUMENTED       CGS
 PT1153
 PT1153                          STATION DESCRIPTION
 PT1153
 PT1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1153'STATION IS LOCATED ON A HIGH ROLLING HILL, ABOUT 10 MILES
 PT1153'NORTHEAST OF PHILIP, ABOUT 8 MILES NORTH OF POWELL, 12 FEET
 PT1153'NORTHWEST OF A WITNESS POST, AND ON LAND OWNED BY PETER KIER.
 PT1153'
 PT1153'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT1153'73 IN PHILIP, GO NORTH ON HIGHWAY 73 FOR 11.1 MILES TO A
 PT1153'CROSSROAD.  TURN RIGHT ON DIRT ROAD AND GO EAST FOR 8.1 MILES
 PT1153'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 2.6 MILES
 PT1153'TO A T-ROAD.  TURN RIGHT AND GO WEST FOR 0.05 MILE TO A
 PT1153'WIRE GATE.  CONTINUE FOR 0.8 MILE TO FARM HOUSE ON RIGHT AND
 PT1153'AZIMUTH MARK ON LEFT.  GO SOUTHWEST ON TRACK ROAD FOR 0.15
 PT1153'MILE TO A CREEK.  CROSS CREEK AND CONTINUE SOUTHWEST FOR
 PT1153'0.75 MILE TO A DIM FORK.  BEAR LEFT AND GO 0.15 MILE TO TOP
 PT1153'OF HILL AND STATION.
 PT1153'
 PT1153'STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED KIER
 PT1153'1950.
 PT1153'
 PT1153'REFERENCE MARK NO. 1 IS 24 FEET SOUTHEAST OF A WITNESS POST.
 PT1153'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED KIER 1950
 PT1153'NO 1.
 PT1153'
 PT1153'REFERENCE MARK NO. 2 IS 49 FEET WEST OF A WITNESS POST.  THE MARK
 PT1153'PROJECTS 6 INCHES, AND THE DISK IS STAMPED KIER 1950 NO 2.
 PT1153'
 PT1153'AZIMUTH MARK IS 250 FEET SOUTH OF A FARM HOUSE AND 2 FEET
 PT1153'NORTH OF A FENCE CORNER.  THE MARK PROJECTS 3 INCHES, AND THE
 PT1153'DISK IS STAMPED KIER 1950.
 PT1153'
 PT1153'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 PT1153'CYLINDERS.
 PT1153'
 PT1153'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0391 ***********************************************************************
 OR0391  DESIGNATION -  KIMBALL EAST BASE
 OR0391  PID         -  OR0391
 OR0391  STATE/COUNTY-  SD/BRULE
 OR0391  COUNTRY     -  US
 OR0391  USGS QUAD   -  PUKWANA SE (2017)
 OR0391
 OR0391                         *CURRENT SURVEY CONTROL
 OR0391  ______________________________________________________________________
 OR0391* NAD 83(1996) POSITION- 43 45 01.81411(N) 099 01 56.45649(W)   ADJUSTED
 OR0391* NAVD 88 ORTHO HEIGHT -   518.479 (meters)     1701.04  (feet) ADJUSTED
 OR0391  ______________________________________________________________________
 OR0391  GEOID HEIGHT    -        -25.759 (meters)                     GEOID18
 OR0391  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 OR0391  DYNAMIC HEIGHT  -        518.338 (meters)     1700.58  (feet) COMP
 OR0391  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 OR0391
 OR0391  HORZ ORDER      -  FIRST
 OR0391  VERT ORDER      -  FIRST     CLASS II
 OR0391
 OR0391.The horizontal coordinates were established by classical geodetic methods
 OR0391.and adjusted by the National Geodetic Survey in January 1998.
 OR0391
 OR0391.The orthometric height was determined by differential leveling and
 OR0391.adjusted by the NATIONAL GEODETIC SURVEY
 OR0391.in September 1993.
 OR0391
 OR0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0391.GEOID18 height accuracy estimate available here.
 OR0391
 OR0391.Click photographs - Photos may exist for this station.
 OR0391
 OR0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0391
 OR0391.The dynamic height is computed by dividing the NAVD 88
 OR0391.geopotential number by the normal gravity value computed on the
 OR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0391.degrees latitude (g = 980.6199 gals.).
 OR0391
 OR0391.The modeled gravity was interpolated from observed gravity values.
 OR0391
 OR0391. The following values were computed from the NAD 83(1996) position.
 OR0391
 OR0391;                    North         East     Units Scale Factor Converg.
 OR0391;SPC SD S     -   158,256.312   704,769.503   MT  0.99990952   +0 53 51.0
 OR0391;SPC SD S     -   519,212.58  2,312,231.28   sFT  0.99990952   +0 53 51.0
 OR0391;UTM  14      - 4,844,162.976   497,395.602   MT  0.99960008   -0 01 20.5
 OR0391
 OR0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0391!SPC SD S     -   0.99992274  x   0.99990952  =   0.99983227
 OR0391!UTM  14      -   0.99992274  x   0.99960008  =   0.99952285
 OR0391
 OR0391:                Primary Azimuth Mark                     Grid Az
 OR0391:SPC SD S     -  CUT                                      262 37 49.5
 OR0391:UTM  14      -  CUT                                      263 33 01.0
 OR0391
 OR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9739544162(NAD 83)
 OR0391
 OR0391|---------------------------------------------------------------------|
 OR0391| PID    Reference Object                     Distance      Geod. Az  |
 OR0391|                                                           dddmmss.s |
 OR0391| OR0848 CUT                                 APPROX. 5.8 KM 2633140.5 |
 OR0391| OR0392 KIMBALL EAST BASE RM                 39.820 METERS 30944     |
 OR0391|---------------------------------------------------------------------|
 OR0391
 OR0391                          SUPERSEDED SURVEY CONTROL
 OR0391
 OR0391  NAD 83(1986)-  43 45 01.81338(N)    099 01 56.46120(W) AD(       ) 1
 OR0391  NAD 27      -  43 45 01.81600(N)    099 01 55.12300(W) AD(       ) 1
 OR0391  NAVD 88 (06/15/91)  518.430  (m)         1700.88   (f) SUPERSEDED  1 2
 OR0391  NGVD 29 (??/??/92)  518.067  (m)         1699.69   (f) ADJ UNCH    1 2
 OR0391  NGVD 29             518.07   (m)         1699.7    (f) LEVELING    3  
 OR0391
 OR0391.Superseded values are not recommended for survey control.
 OR0391
 OR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0391.See file dsdata.pdf to determine how the superseded data were derived.
 OR0391
 OR0391_MARKER: DS = TRIANGULATION STATION DISK
 OR0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0391_STAMPING: EAST BASE 1924
 OR0391_MARK LOGO: CGS
 OR0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0391+STABILITY: SURFACE MOTION
 OR0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0391+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 OR0391
 OR0391  HISTORY     - Date     Condition        Report By
 OR0391  HISTORY     - 1924     MONUMENTED       CGS
 OR0391  HISTORY     - 1924     GOOD             CGS
 OR0391  HISTORY     - 1925     GOOD             CGS
 OR0391  HISTORY     - 1935     GOOD             CGS
 OR0391  HISTORY     - 1951     GOOD             CGS
 OR0391  HISTORY     - 1975     MARK NOT FOUND   NGS
 OR0391  HISTORY     - 19910625 GOOD             NGS
 OR0391
 OR0391                          STATION DESCRIPTION
 OR0391
 OR0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0391'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE,
 OR0391'ST. PAUL AND PACIFIC RAILROAD ABOUT 4 MILES W OF THE VILLAGE
 OR0391'OF KIMBALL, SOUTH DAKOTA.  IT IS ON THE EASTERN PROLONGATION OF
 OR0391'THE S RAIL OF THE 4-MILE TANGENT BETWEEN PUKWANA AND KIMBALL.
 OR0391'IT IS ABOUT 30 FEET N OF THE ROADBED AND ABOUT 6 FEET ABOVE
 OR0391'THE ROADBED.  THE REFERENCE MARK IS NW OF THE STATION ALONG
 OR0391'THE N FENCE OF THE RIGHT-OF-WAY.
 OR0391'
 OR0391'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0391'DISKS SET IN CONCRETE.
 OR0391'
 OR0391'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.09 METERS.
 OR0391
 OR0391                          STATION RECOVERY (1924)
 OR0391
 OR0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0391'3.6 MI W FROM KIMBALL.
 OR0391'3.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0391'PACIFIC RAILROAD FROM THE STATION AT KIMBALL, BRULE COUNTY,
 OR0391'ON THE EASTERLY PROLONGATION OF THE SOUTH RAIL OF THE FOUR-MILE
 OR0391'TANGENT BETWEEN KIMBALL AND PUKWANA, ABOUT 7-3/4 POLES EAST
 OR0391'OF MILEPOST 425, ABOUT 100 YARDS WEST OF A WHISTLE POST, AND
 OR0391'40 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 OR0391'TRIANGULATION-STATION DISK, STAMPED EASTBASE 1924 AND SET IN
 OR0391'THE TOP OF A CONCRETE POST ABOUT 2 INCHES ABOVE GROUND.
 OR0391
 OR0391                          STATION RECOVERY (1925)
 OR0391
 OR0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 OR0391'STATION RECOVERED AS DESCRIBED FOR USE AS AZIMUTH MARK FOR
 OR0391'AZIMUTH FROM STATION PAUL.
 OR0391
 OR0391                          STATION RECOVERY (1935)
 OR0391
 OR0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0391'STATION RECOVERED JUNE 11, 1935 AND FOUND TO BE IN GOOD
 OR0391'CONDITION.  STATION WAS FOUND TO BE AS DESCRIBED.  FOLLOWING
 OR0391'ADDITIONAL MEASUREMENTS WERE MADE--ABOUT 7-3/4 POLES E OF
 OR0391'MILEPOLE 425, ABOUT 100 YARDS W OF WHISTLE POST, ABOUT 40 FEET
 OR0391'N OF CENTER LINE OF TRACK, AND 63 FEET S OF N RIGHT-OF-WAY
 OR0391'FENCE.
 OR0391'
 OR0391'REFERENCE MARK IS ABOUT 145 YARDS W OF WHISTLE POST, ABOUT 98
 OR0391'FEET N OF CENTER LINE OF TRACK, 2 FEET S OF N RIGHT-OF-WAY
 OR0391'FENCE, AND ABOUT 130.6 FEET NW OF STATION.
 OR0391'
 OR0391'TO REACH STATION FROM KIMBALL, GO W ON U.S. HIGHWAY 16 ABOUT
 OR0391'4-3/4 MILES, N ON EARTH ROAD TO RAILROAD TRACKS, AND E 1
 OR0391'MILE ON THE RAILROAD RIGHT-OF-WAY.
 OR0391
 OR0391                          STATION RECOVERY (1951)
 OR0391
 OR0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OR0391'STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED IN GOOD
 OR0391'CONDITION.
 OR0391
 OR0391                          STATION RECOVERY (1975)
 OR0391
 OR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OR0391'MARK NOT FOUND.
 OR0391
 OR0391                          STATION RECOVERY (1991)
 OR0391
 OR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0391'6.2 KM (3.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0391'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, 87.6 M (287.4 FT)
 OR0391'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 19.1 M
 OR0391'(62.7 FT) SOUTH OF A FENCE, 11.4 M (37.4 FT) NORTH OF THE NEAR RAIL
 OR0391'OF THE DAKOTA SOUTHERN RAILROAD, 0.4 M (1.3 FT) WEST OF A WITNESS
 OR0391'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0392 ***********************************************************************
 OR0392  DESIGNATION -  KIMBALL EAST BASE RM
 OR0392  PID         -  OR0392
 OR0392  STATE/COUNTY-  SD/BRULE
 OR0392  COUNTRY     -  US
 OR0392  USGS QUAD   -  PUKWANA SE (2017)
 OR0392
 OR0392                         *CURRENT SURVEY CONTROL
 OR0392  ______________________________________________________________________
 OR0392* NAD 83(1986) POSITION- 43 45 02.64   (N) 099 01 57.83   (W)   HD_HELD1
 OR0392* NAVD 88 ORTHO HEIGHT -   518.390 (meters)     1700.75  (feet) ADJUSTED
 OR0392  ______________________________________________________________________
 OR0392  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 OR0392  DYNAMIC HEIGHT  -        518.248 (meters)     1700.29  (feet) COMP
 OR0392  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 OR0392
 OR0392  VERT ORDER      -  FIRST     CLASS II
 OR0392
 OR0392.The horizontal coordinates were determined by differentially corrected
 OR0392.hand held GPS observations or other comparable positioning techniques
 OR0392.and have an estimated accuracy of +/- 3 meters.
 OR0392
 OR0392.The orthometric height was determined by differential leveling and
 OR0392.adjusted by the NATIONAL GEODETIC SURVEY
 OR0392.in September 1993.
 OR0392
 OR0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0392.GEOID18 height accuracy estimate available here.
 OR0392
 OR0392.Click photographs - Photos may exist for this station.
 OR0392
 OR0392.The dynamic height is computed by dividing the NAVD 88
 OR0392.geopotential number by the normal gravity value computed on the
 OR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0392.degrees latitude (g = 980.6199 gals.).
 OR0392
 OR0392.The modeled gravity was interpolated from observed gravity values.
 OR0392
 OR0392;                    North         East    Units  Estimated Accuracy
 OR0392;SPC SD S     -   158,281.3     704,738.4     MT  (+/- 3 meters HH1 GPS) 
 OR0392
 OR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9736444188(NAD 83)
 OR0392
 OR0392                          SUPERSEDED SURVEY CONTROL
 OR0392
 OR0392.No superseded survey control is available for this station.
 OR0392
 OR0392_MARKER: DR = REFERENCE MARK DISK
 OR0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0392_STAMPING: EAST BASE 1924
 OR0392_MARK LOGO: CGS
 OR0392_PROJECTION: FLUSH
 OR0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0392+STABILITY: SURFACE MOTION
 OR0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0392+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 OR0392
 OR0392  HISTORY     - Date     Condition        Report By
 OR0392  HISTORY     - 1924     MONUMENTED       CGS
 OR0392  HISTORY     - 1975     MARK NOT FOUND   NGS
 OR0392  HISTORY     - 19910625 GOOD             NGS
 OR0392
 OR0392                          STATION DESCRIPTION
 OR0392
 OR0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0392'3.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0392'RAILROAD FROM THE STATION AT KIMBALL, BRULE COUNTY, ABOUT 7 POLES EAST
 OR0392'OF MILEPOST 425, ABOUT 145 YARDS WEST OF A WHISTLE POST, 130.6 FEET
 OR0392'NORTHWEST OF TRIANGULATION STATION KIMBALL EAST BASE, DESCRIBED ABOVE,
 OR0392'AND 98 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 OR0392'REFERENCE-MARK DISK, STAMPED EASTBASE 1924 AND SET IN THE TOP OF A
 OR0392'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0392
 OR0392                          STATION RECOVERY (1975)
 OR0392
 OR0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OR0392'MARK NOT FOUND.
 OR0392
 OR0392                          STATION RECOVERY (1991)
 OR0392
 OR0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0392'6.2 KM (3.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0392'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, 105.7 M (346.8
 OR0392'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OR0392'39.1 M (128.3 FT) NORTHWEST OF TRIANGULATION STATION KIMBALL EAST
 OR0392'BASE, 29.3 M (96.1 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA SOUTHERN
 OR0392'RAILROAD, 15.6 M (51.2 FT) EAST OF A UTILITY POLE, 1.0 M (3.3 FT)
 OR0392'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.01 M (0.03
 OR0392'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0839 ***********************************************************************
 OR0839  DESIGNATION -  KIMBALL ST MARGARETS CATH CH
 OR0839  PID         -  OR0839
 OR0839  STATE/COUNTY-  SD/BRULE
 OR0839  COUNTRY     -  US
 OR0839  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0839
 OR0839                         *CURRENT SURVEY CONTROL
 OR0839  ______________________________________________________________________
 OR0839* NAD 83(1996) POSITION- 43 44 38.67810(N) 098 57 35.27040(W)   ADJUSTED
 OR0839  ______________________________________________________________________
 OR0839  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 OR0839  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 OR0839  HORZ ORDER      -  THIRD
 OR0839
 OR0839.The horizontal coordinates were established by classical geodetic methods
 OR0839.and adjusted by the National Geodetic Survey in January 1998.
 OR0839
 OR0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0839.GEOID18 height accuracy estimate available here.
 OR0839
 OR0839.Click photographs - Photos may exist for this station.
 OR0839
 OR0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0839
 OR0839. The following values were computed from the NAD 83(1996) position.
 OR0839
 OR0839;                    North         East     Units Scale Factor Converg.
 OR0839;SPC SD S     -   157,636.496   710,623.448   MT  0.99990927   +0 56 51.1
 OR0839;SPC SD S     -   517,179.07  2,331,437.10   sFT  0.99990927   +0 56 51.1
 OR0839;UTM  14      - 4,843,449.489   503,237.035   MT  0.99960013   +0 01 40.1
 OR0839
 OR0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0323743449(NAD 83)
 OR0839
 OR0839                          SUPERSEDED SURVEY CONTROL
 OR0839
 OR0839  NAD 83(1995)-  43 44 38.67775(N)    098 57 35.27568(W) AD(       ) 3
 OR0839  NAD 83(1986)-  43 44 38.67666(N)    098 57 35.27543(W) AD(       ) 3
 OR0839  NAD 27      -  43 44 38.67800(N)    098 57 33.93600(W) AD(       ) 3
 OR0839
 OR0839.Superseded values are not recommended for survey control.
 OR0839
 OR0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0839.See file dsdata.pdf to determine how the superseded data were derived.
 OR0839
 OR0839_MARKER: 91 = CHURCH CROSS
 OR0839
 OR0839  HISTORY     - Date     Condition        Report By
 OR0839  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0839
 OR0839                          STATION DESCRIPTION
 OR0839
 OR0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0839'POINT OBSERVED UPON WAS THE TIP OF CROSS OF ST. MARGARETS
 OR0839'CATHOLIC CHURCH, BUILT 1916, ROUGH RED BRICK WITH WHITE PAINTED
 OR0839'BELFRY, DOME TYPE WITH CROSS ATOP.
 OR0839'
 OR0839'STATION WAS OBSERVED FROM LYKLE, KROTZ, CUT (1924), WILLRODT,
 OR0839'RICHLAND, AND HILLS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0841 ***********************************************************************
 OR0841  DESIGNATION -  KIMBALL WATER TANK
 OR0841  PID         -  OR0841
 OR0841  STATE/COUNTY-  SD/BRULE
 OR0841  COUNTRY     -  US
 OR0841  USGS QUAD   -  KIMBALL NORTH (2017)
 OR0841
 OR0841                         *CURRENT SURVEY CONTROL
 OR0841  ______________________________________________________________________
 OR0841* NAD 83(1996) POSITION- 43 45 08.44068(N) 098 57 30.32369(W)   ADJUSTED
 OR0841  ______________________________________________________________________
 OR0841  GEOID HEIGHT    -        -25.727 (meters)                     GEOID18
 OR0841  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 OR0841  HORZ ORDER      -  THIRD
 OR0841
 OR0841.The horizontal coordinates were established by classical geodetic methods
 OR0841.and adjusted by the National Geodetic Survey in January 1998.
 OR0841
 OR0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0841.GEOID18 height accuracy estimate available here.
 OR0841
 OR0841.Click photographs - Photos may exist for this station.
 OR0841
 OR0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0841
 OR0841. The following values were computed from the NAD 83(1996) position.
 OR0841
 OR0841;                    North         East     Units Scale Factor Converg.
 OR0841;SPC SD S     -   158,556.685   710,718.902   MT  0.99990960   +0 56 54.5
 OR0841;SPC SD S     -   520,198.06  2,331,750.26   sFT  0.99990960   +0 56 54.5
 OR0841;UTM  14      - 4,844,367.743   503,347.213   MT  0.99960014   +0 01 43.5
 OR0841
 OR0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0334744367(NAD 83)
 OR0841
 OR0841                          SUPERSEDED SURVEY CONTROL
 OR0841
 OR0841  NAD 83(1986)-  43 45 08.43984(N)    098 57 30.32788(W) AD(       ) 3
 OR0841  NAD 27      -  43 45 08.44100(N)    098 57 28.99600(W) AD(       ) 3
 OR0841
 OR0841.Superseded values are not recommended for survey control.
 OR0841
 OR0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0841.See file dsdata.pdf to determine how the superseded data were derived.
 OR0841
 OR0841_MARKER: 53 = ELEVATED TANK
 OR0841
 OR0841  HISTORY     - Date     Condition        Report By
 OR0841  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0841  HISTORY     - 20120514 GOOD             GEOCAC
 OR0841
 OR0841                          STATION DESCRIPTION
 OR0841
 OR0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0841'POINT OBSERVED UPON WAS THE FINIAL OF MUNICIPAL WATER TANK,
 OR0841'LOCATED AT THE NORTH EDGE OF TOWN OF KIMBALL.  HEIGHT APPROXIMATELY
 OR0841'125 FEET.  STEEL TANK PAINTED SILVER COLOR.
 OR0841'
 OR0841'STATION WAS OBSERVED FROM LYKLE, KROTZ, CUT (1924), LOGAN, LYON,
 OR0841'WILLRODT, RICHLAND, AND HILLS.
 OR0841
 OR0841                          STATION RECOVERY (2012)
 OR0841
 OR0841'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 OR0841'THE CYLINDRICAL CENTER SECTION OF THE TANK IS PAINTED DARK GREEN WITH
 OR0841''KIMBALL' IN WHITE LETTERS ON THE SOUTH FACE. THE FINIAL HAS BEEN
 OR0841'REPLACED WITH AN AIR VENT ASSEMBLY APPROXIMATELY 18 INCHES TALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0393 ***********************************************************************
 OR0393  DESIGNATION -  KIMBALL WEST BASE
 OR0393  PID         -  OR0393
 OR0393  STATE/COUNTY-  SD/BRULE
 OR0393  COUNTRY     -  US
 OR0393  USGS QUAD   -  PUKWANA SE (2017)
 OR0393
 OR0393                         *CURRENT SURVEY CONTROL
 OR0393  ______________________________________________________________________
 OR0393* NAD 83(1996) POSITION- 43 45 30.66034(N) 099 07 28.25624(W)   ADJUSTED
 OR0393* NAVD 88 ORTHO HEIGHT -   496.728 (meters)     1629.68  (feet) ADJUSTED
 OR0393  ______________________________________________________________________
 OR0393  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 OR0393  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 OR0393  DYNAMIC HEIGHT  -        496.595 (meters)     1629.25  (feet) COMP
 OR0393  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 OR0393
 OR0393  HORZ ORDER      -  FIRST
 OR0393  VERT ORDER      -  FIRST     CLASS II
 OR0393
 OR0393.The horizontal coordinates were established by classical geodetic methods
 OR0393.and adjusted by the National Geodetic Survey in January 1998.
 OR0393
 OR0393.The orthometric height was determined by differential leveling and
 OR0393.adjusted by the NATIONAL GEODETIC SURVEY
 OR0393.in June 1991.
 OR0393
 OR0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0393.GEOID18 height accuracy estimate available here.
 OR0393
 OR0393.Click photographs - Photos may exist for this station.
 OR0393
 OR0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0393
 OR0393.The dynamic height is computed by dividing the NAVD 88
 OR0393.geopotential number by the normal gravity value computed on the
 OR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0393.degrees latitude (g = 980.6199 gals.).
 OR0393
 OR0393.The modeled gravity was interpolated from observed gravity values.
 OR0393
 OR0393. The following values were computed from the NAD 83(1996) position.
 OR0393
 OR0393;                    North         East     Units Scale Factor Converg.
 OR0393;SPC SD S     -   159,034.278   697,334.828   MT  0.99990985   +0 50 02.1
 OR0393;SPC SD S     -   521,764.96  2,287,839.35   sFT  0.99990985   +0 50 02.1
 OR0393;UTM  14      - 4,845,059.931   489,976.670   MT  0.99960124   -0 05 10.0
 OR0393
 OR0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0393!SPC SD S     -   0.99992615  x   0.99990985  =   0.99983601
 OR0393!UTM  14      -   0.99992615  x   0.99960124  =   0.99952742
 OR0393
 OR0393:                Primary Azimuth Mark                     Grid Az
 OR0393:SPC SD S     -  CUT                                      132 15 17.0
 OR0393:UTM  14      -  CUT                                      133 10 29.1
 OR0393
 OR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8997645059(NAD 83)
 OR0393
 OR0393|---------------------------------------------------------------------|
 OR0393| PID    Reference Object                     Distance      Geod. Az  |
 OR0393|                                                           dddmmss.s |
 OR0393| OR0394 KIMBALL WEST BASE RM                 52.098 METERS 05434     |
 OR0393| OR0848 CUT                                 APPROX. 2.3 KM 1330519.1 |
 OR0393|---------------------------------------------------------------------|
 OR0393
 OR0393                          SUPERSEDED SURVEY CONTROL
 OR0393
 OR0393  NAD 83(1986)-  43 45 30.65898(N)    099 07 28.26151(W) AD(       ) 1
 OR0393  NAD 27      -  43 45 30.66400(N)    099 07 26.91300(W) AD(       ) 1
 OR0393  NGVD 29 (??/??/92)  496.367  (m)         1628.50   (f) ADJ UNCH    1 2
 OR0393  NGVD 29             496.37   (m)         1628.5    (f) LEVELING    3  
 OR0393
 OR0393.Superseded values are not recommended for survey control.
 OR0393
 OR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0393.See file dsdata.pdf to determine how the superseded data were derived.
 OR0393
 OR0393_MARKER: DS = TRIANGULATION STATION DISK
 OR0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0393_STAMPING: WEST BASE 1924
 OR0393_MARK LOGO: CGS
 OR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0393+STABILITY: SURFACE MOTION
 OR0393
 OR0393  HISTORY     - Date     Condition        Report By
 OR0393  HISTORY     - 1924     MONUMENTED       CGS
 OR0393  HISTORY     - 1924     GOOD             CGS
 OR0393  HISTORY     - 1935     GOOD             CGS
 OR0393  HISTORY     - 1951     GOOD             CGS
 OR0393  HISTORY     - 1975     MARK NOT FOUND   NGS
 OR0393  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0393
 OR0393                          STATION DESCRIPTION
 OR0393
 OR0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0393'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0393'ST. PAUL AND PACIFIC RAILROAD ABOUT 8 MILES W OF KIMBALL AND
 OR0393'ABOUT 4 MILES E OF PUKWANA.  IT IS ON THE WESTERN PROLONGATION
 OR0393'OF THE S RAIL OF THE 4-MILE TANGENT MIDWAY BETWEEN KIMBALL AND
 OR0393'PUKWANA.  IT IS ABOUT 125 METERS (410 FEET) E OF SECTION-LINE
 OR0393'ROAD CROSSING AND 25 FEET S OF THE S RAIL AND ABOUT 2 FEET BELOW
 OR0393'THE ELEVATION OF THE TRACKS.  THE REFERENCE MARK IS OPPOSITE,
 OR0393'JUST INSIDE THE FENCE MARKING THE NORTHERN LIMITS OF THE
 OR0393'RIGHT-OF-WAY.
 OR0393'
 OR0393'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0393'DISKS SET IN CONCRETE.
 OR0393'
 OR0393'HEIGHT OF SIGNAL ABOVE STATION MARK - 9.82 METERS.
 OR0393
 OR0393                          STATION RECOVERY (1924)
 OR0393
 OR0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0393'3.2 MI SE FROM PUKWANA.
 OR0393'3.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0393'PACIFIC RAILROAD FROM THE STATION AT PUKWANA, BRULE COUNTY, ON
 OR0393'THE WESTERLY PROLONGATION OF THE SOUTH RAIL OF THE FOUR-MILE
 OR0393'TANGENT BETWEEN PUKWANA AND KIMBALL, ABOUT 122 YARDS EAST OF A
 OR0393'SECTION-LINE ROAD CROSSING, 30 FEET SOUTH OF THE CENTER LINE
 OR0393'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 OR0393'TRIANGULATION-STATION DISK, STAMPED WEST BASE 1924 AND SET IN
 OR0393'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 OR0393'GROUND.
 OR0393
 OR0393                          STATION RECOVERY (1935)
 OR0393
 OR0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0393'STATION RECOVERED JUNE 11, 1935, AND FOUND TO BE IN GOOD
 OR0393'CONDITION.  THE ORIGINAL DESCRIPTION IS STILL GOOD.
 OR0393'
 OR0393'TO REACH STATION FROM PUKWANA, GO S ABOUT 0.4 MILE TO FIRST
 OR0393'SECTION-LINE ROAD LEADING E, GO E 2-1/2 MILES, S ABOUT 0.9 MILE
 OR0393'ON SECTION-LINE TRAIL TO RAILROAD, CROSS TRACK AND GO ABOUT 1/2
 OR0393'MILE SE ALONG THE S SIDE OF THE RIGHT-OF-WAY.
 OR0393
 OR0393                          STATION RECOVERY (1951)
 OR0393
 OR0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OR0393'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 OR0393'REFERENCE MARK WAS NOT RECOVERED, IT IS BURIED UNDER ABOUT 3 FEET
 OR0393'OF DRIFT DIRT.  THE DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 OR0393
 OR0393                          STATION RECOVERY (1975)
 OR0393
 OR0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OR0393'MARK NOT FOUND.
 OR0393
 OR0393                          STATION RECOVERY (2012)
 OR0393
 OR0393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0713 ***********************************************************************
 QS0713  DESIGNATION -  KIRKLAND
 QS0713  PID         -  QS0713
 QS0713  STATE/COUNTY-  SD/CAMPBELL
 QS0713  COUNTRY     -  US
 QS0713  USGS QUAD   -  POLLOCK SE (2017)
 QS0713
 QS0713                         *CURRENT SURVEY CONTROL
 QS0713  ______________________________________________________________________
 QS0713* NAD 83(1996) POSITION- 45 46 10.30291(N) 100 17 33.01869(W)   ADJUSTED
 QS0713* NAVD 88 ORTHO HEIGHT -   637.    (meters)     2090.    (feet) SCALED
 QS0713  ______________________________________________________________________
 QS0713  GEOID HEIGHT    -        -21.926 (meters)                     GEOID18
 QS0713  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 QS0713  HORZ ORDER      -  SECOND
 QS0713
 QS0713.The horizontal coordinates were established by classical geodetic methods
 QS0713.and adjusted by the National Geodetic Survey in January 1998.
 QS0713
 QS0713.The orthometric height was scaled from a topographic map.
 QS0713
 QS0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0713.GEOID18 height accuracy estimate available here.
 QS0713
 QS0713.Click photographs - Photos may exist for this station.
 QS0713
 QS0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0713
 QS0713. The following values were computed from the NAD 83(1996) position.
 QS0713
 QS0713;                    North         East     Units Scale Factor Converg.
 QS0713;SPC SD N     -   215,205.506   577,247.337   MT  1.00001778   -0 12 25.3
 QS0713;SPC SD N     -   706,053.40  1,893,852.30   sFT  1.00001778   -0 12 25.3
 QS0713;UTM  14      - 5,069,253.336   399,503.836   MT  0.99972416   -0 55 34.4
 QS0713
 QS0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0713!SPC SD N     -   0.99990352  x   1.00001778  =   0.99992130
 QS0713!UTM  14      -   0.99990352  x   0.99972416  =   0.99962771
 QS0713
 QS0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9950369253(NAD 83)
 QS0713
 QS0713                          SUPERSEDED SURVEY CONTROL
 QS0713
 QS0713  NAD 83(1986)-  45 46 10.29255(N)    100 17 33.01494(W) AD(       ) 2
 QS0713  NAD 27      -  45 46 10.28900(N)    100 17 31.57000(W) AD(       ) 2
 QS0713  MORC        -  45 46 07.63000(N)    100 17 31.17000(W) AD(       ) 3
 QS0713
 QS0713.Superseded values are not recommended for survey control.
 QS0713
 QS0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0713.See file dsdata.pdf to determine how the superseded data were derived.
 QS0713
 QS0713_MARKER: Z = SEE DESCRIPTION
 QS0713_SETTING: 0 = UNSPECIFIED SETTING
 QS0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0713
 QS0713  HISTORY     - Date     Condition        Report By
 QS0713  HISTORY     - 1889     MONUMENTED       MORC
 QS0713  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0713
 QS0713                          STATION DESCRIPTION
 QS0713
 QS0713'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0713'LOCATED ON THE L.B. ON A VERY HIGH RIDGE WHICH IS BLUFF TO
 QS0713'WEST AND 45 FEET SOUTH FROM A VERY WELL TRAVELED ROAD.  THERE
 QS0713'IS A HIGHER LAND NEAR THE BLUFF 1/2 MILE NORTHWEST AND
 QS0713'ALSO 1/2 MILE SOUTHWEST.  THE STATION IS IN SW 1/4 SEC. 33,
 QS0713'T 127 N, R 78 W.
 QS0713
 QS0713                          STATION RECOVERY (1945)
 QS0713
 QS0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0713'THIS STATION WAS APPROXIMATELY 172 METERS S 90 DEG W
 QS0713'FROM SCHAEFFER.  THE OLD ROAD HAS DISAPPEARED AND THE
 QS0713'BLUFFS MENTIONED HAVE SETTLED IN THE VICINITY OF THE STATION.
 QS0713'NO MARKS COULD BE FOUND AND THE STATION IS BELIEVED TO BE LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0954 ***********************************************************************
 NM0954  DESIGNATION -  KK 344
 NM0954  PID         -  NM0954
 NM0954  STATE/COUNTY-  SD/CLAY
 NM0954  COUNTRY     -  US
 NM0954  USGS QUAD   -  GAYVILLE (2017)
 NM0954
 NM0954                         *CURRENT SURVEY CONTROL
 NM0954  ______________________________________________________________________
 NM0954* NAD 83(1986) POSITION- 42 52 32.     (N) 097 08 30.     (W)   SCALED
 NM0954* NAVD 88 ORTHO HEIGHT -   352.621 (meters)     1156.89  (feet) ADJUSTED
 NM0954  ______________________________________________________________________
 NM0954  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM0954  DYNAMIC HEIGHT  -        352.521 (meters)     1156.56  (feet) COMP
 NM0954  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 NM0954
 NM0954  VERT ORDER      -  SECOND    CLASS 0
 NM0954
 NM0954.The horizontal coordinates were scaled from a map and have
 NM0954.an estimated accuracy of +/- 6 seconds.
 NM0954
 NM0954.The orthometric height was determined by differential leveling and
 NM0954.adjusted by the NATIONAL GEODETIC SURVEY
 NM0954.in June 1991.
 NM0954
 NM0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0954.GEOID18 height accuracy estimate available here.
 NM0954
 NM0954.Click photographs - Photos may exist for this station.
 NM0954
 NM0954.The dynamic height is computed by dividing the NAVD 88
 NM0954.geopotential number by the normal gravity value computed on the
 NM0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0954.degrees latitude (g = 980.6199 gals.).
 NM0954
 NM0954.The modeled gravity was interpolated from observed gravity values.
 NM0954
 NM0954;                    North         East    Units  Estimated Accuracy
 NM0954;SPC SD S     -    65,250.      860,710.      MT  (+/- 180 meters Scaled)
 NM0954
 NM0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN517486(NAD 83)
 NM0954
 NM0954                          SUPERSEDED SURVEY CONTROL
 NM0954
 NM0954  NGVD 29 (??/??/92)  352.41   (m)         1156.2    (f) COMPUTED    2 0
 NM0954
 NM0954.Superseded values are not recommended for survey control.
 NM0954
 NM0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0954.See file dsdata.pdf to determine how the superseded data were derived.
 NM0954
 NM0954_MARKER: DB = BENCH MARK DISK
 NM0954_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0954_SP_SET: CULVERT HEADWALL
 NM0954_STAMPING: KK 344 1949
 NM0954_MARK LOGO: CGS
 NM0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0954+STABILITY: SURFACE MOTION
 NM0954
 NM0954  HISTORY     - Date     Condition        Report By
 NM0954  HISTORY     - 1949     MONUMENTED       CGS
 NM0954  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0954
 NM0954                          STATION DESCRIPTION
 NM0954
 NM0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0954'1.8 MI SE FROM GAYVILLE.
 NM0954'1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 NM0954'PACIFIC RAILROAD FROM THE STATION AT GAYVILLE, 56 FEET SOUTHWEST
 NM0954'OF THE SOUTHWEST RAIL OF THE TRACK, 31 FEET EAST OF THE CENTER
 NM0954'LINE OF A NORTH-SOUTH SECTION LINE ROAD, 25 FEET NORTHEAST OF THE
 NM0954'CENTER LINE OF STATE HIGHWAY 50, SET IN THE CENTER OF THE TOP
 NM0954'OF THE EAST HEADWALL OF A 2-FOOT CONCRETE TUBE CULVERT ABOUT
 NM0954'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 NM0954
 NM0954                          STATION RECOVERY (1967)
 NM0954
 NM0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0954'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0206 ***********************************************************************
 PR0206  DESIGNATION -  KK 95
 PR0206  PID         -  PR0206
 PR0206  STATE/COUNTY-  SD/BROOKINGS
 PR0206  COUNTRY     -  US
 PR0206  USGS QUAD   -  VOLGA (2017)
 PR0206
 PR0206                         *CURRENT SURVEY CONTROL
 PR0206  ______________________________________________________________________
 PR0206* NAD 83(1986) POSITION- 44 19 32.     (N) 096 55 42.     (W)   SCALED
 PR0206* NAVD 88 ORTHO HEIGHT -   498.357 (meters)     1635.03  (feet) ADJUSTED
 PR0206  ______________________________________________________________________
 PR0206  GEOID HEIGHT    -        -25.244 (meters)                     GEOID18
 PR0206  DYNAMIC HEIGHT  -        498.267 (meters)     1634.73  (feet) COMP
 PR0206  MODELED GRAVITY -    980,421.7   (mgal)                       NAVD 88
 PR0206
 PR0206  VERT ORDER      -  SECOND    CLASS 0
 PR0206
 PR0206.The horizontal coordinates were scaled from a map and have
 PR0206.an estimated accuracy of +/- 6 seconds.
 PR0206
 PR0206.The orthometric height was determined by differential leveling and
 PR0206.adjusted by the NATIONAL GEODETIC SURVEY
 PR0206.in June 1991.
 PR0206
 PR0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0206.GEOID18 height accuracy estimate available here.
 PR0206
 PR0206.Click photographs - Photos may exist for this station.
 PR0206
 PR0206.The dynamic height is computed by dividing the NAVD 88
 PR0206.geopotential number by the normal gravity value computed on the
 PR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0206.degrees latitude (g = 980.6199 gals.).
 PR0206
 PR0206.The modeled gravity was interpolated from observed gravity values.
 PR0206
 PR0206;                    North         East    Units  Estimated Accuracy
 PR0206;SPC SD N     -    59,350.      844,960.      MT  (+/- 180 meters Scaled)
 PR0206
 PR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ651101(NAD 83)
 PR0206
 PR0206                          SUPERSEDED SURVEY CONTROL
 PR0206
 PR0206  NGVD 29 (??/??/92)  498.097  (m)         1634.17   (f) ADJ UNCH    2 0
 PR0206
 PR0206.Superseded values are not recommended for survey control.
 PR0206
 PR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0206.See file dsdata.pdf to determine how the superseded data were derived.
 PR0206
 PR0206_MARKER: DB = BENCH MARK DISK
 PR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0206_STAMPING: KK 95
 PR0206_MARK LOGO: SDHD
 PR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0206+STABILITY: SURFACE MOTION
 PR0206
 PR0206  HISTORY     - Date     Condition        Report By
 PR0206  HISTORY     - UNK      MONUMENTED       SDHD
 PR0206  HISTORY     - 1949     GOOD             CGS
 PR0206  HISTORY     - 19940920 MARK NOT FOUND   NGS
 PR0206
 PR0206                          STATION DESCRIPTION
 PR0206
 PR0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0206'AT VOLGA.
 PR0206'AT VOLGA, 385.0 FEET WEST OF THE CHICAGO AND NORTH WESTERN
 PR0206'RAILWAY STATION, 148.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 PR0206'TRACK, 68.0 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 14,
 PR0206'56.0 FEET WEST OF THE CENTER LINE OF ASTRAKAHN STREET, AND SET IN
 PR0206'THE TOP OF A CONCRETE POST PROJECTING 1.9 FEET ABOVE THE GROUND.
 PR0206'NOTE-- THE CHICAGO AND NORTHWESTERN RY. ST. HAS BEEN TORN DOWN.
 PR0206'THE MARKER IS 56 FT W OF THE CENTERLINE OF SAMARA AVE, NOT
 PR0206'ASTRAKAN ST.
 PR0206
 PR0206                          STATION RECOVERY (1994)
 PR0206
 PR0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0206'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 PR0206'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0765 ***********************************************************************
 QS0765  DESIGNATION -  KLINE
 QS0765  PID         -  QS0765
 QS0765  STATE/COUNTY-  SD/DEWEY
 QS0765  COUNTRY     -  US
 QS0765  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 QS0765
 QS0765                         *CURRENT SURVEY CONTROL
 QS0765  ______________________________________________________________________
 QS0765* NAD 83(1996) POSITION- 45 28 14.29802(N) 100 37 20.89489(W)   ADJUSTED
 QS0765* NAVD 88 ORTHO HEIGHT -   681.287 (meters)     2235.19  (feet) ADJUSTED
 QS0765  ______________________________________________________________________
 QS0765  GEOID HEIGHT    -        -21.573 (meters)                     GEOID18
 QS0765  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 QS0765  DYNAMIC HEIGHT  -        681.215 (meters)     2234.95  (feet) COMP
 QS0765  MODELED GRAVITY -    980,487.8   (mgal)                       NAVD 88
 QS0765
 QS0765  HORZ ORDER      -  SECOND
 QS0765  VERT ORDER      -  FIRST     CLASS II
 QS0765
 QS0765.The horizontal coordinates were established by classical geodetic methods
 QS0765.and adjusted by the National Geodetic Survey in January 1998.
 QS0765
 QS0765.The orthometric height was determined by differential leveling and
 QS0765.adjusted by the NATIONAL GEODETIC SURVEY
 QS0765.in April 2000.
 QS0765
 QS0765.No vertical observational check was made to the station.
 QS0765
 QS0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0765.GEOID18 height accuracy estimate available here.
 QS0765
 QS0765.Click photographs - Photos may exist for this station.
 QS0765
 QS0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0765
 QS0765.The dynamic height is computed by dividing the NAVD 88
 QS0765.geopotential number by the normal gravity value computed on the
 QS0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0765.degrees latitude (g = 980.6199 gals.).
 QS0765
 QS0765.The modeled gravity was interpolated from observed gravity values.
 QS0765
 QS0765. The following values were computed from the NAD 83(1996) position.
 QS0765
 QS0765;                    North         East     Units Scale Factor Converg.
 QS0765;SPC SD N     -   182,132.052   551,325.747   MT  0.99996588   -0 26 26.0
 QS0765;SPC SD N     -   597,544.91  1,808,807.89   sFT  0.99996588   -0 26 26.0
 QS0765;UTM  14      - 5,036,514.804   373,175.933   MT  0.99979776   -1 09 24.5
 QS0765
 QS0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0765!SPC SD N     -   0.99989658  x   0.99996588  =   0.99986247
 QS0765!UTM  14      -   0.99989658  x   0.99979776  =   0.99969436
 QS0765
 QS0765:                Primary Azimuth Mark                     Grid Az
 QS0765:SPC SD N     -  KLINE AZ MK                              339 14 18.7
 QS0765:UTM  14      -  KLINE AZ MK                              339 57 17.2
 QS0765
 QS0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7317536514(NAD 83)
 QS0765
 QS0765|---------------------------------------------------------------------|
 QS0765| PID    Reference Object                     Distance      Geod. Az  |
 QS0765|                                                           dddmmss.s |
 QS0765| QS0766 RED TOP GRADE SCHOOL CHIMNEY        APPROX. 1.9 KM 0295528.0 |
 QS0765| AI2582 KLINE RM 1                           15.600 METERS 05732     |
 QS0765| AI2583 KLINE RM 2                           15.502 METERS 18324     |
 QS0765| QS0772 J KRUMS RED BARN VENTILATOR         APPROX. 6.3 KM 2574748.1 |
 QS0765| QS0769 TRAIL CITY BAGLEY E ELEV S GAB      APPROX. 8.1 KM 2705047.8 |
 QS0765| QS0771 TRAIL CITY QUEEN ROSARY CHURCH      APPROX. 8.4 KM 2722510.8 |
 QS0765| CO5773 KLINE AZ MK                                        3384752.7 |
 QS0765|---------------------------------------------------------------------|
 QS0765
 QS0765                          SUPERSEDED SURVEY CONTROL
 QS0765
 QS0765  NAD 83(1986)-  45 28 14.28940(N)    100 37 20.89315(W) AD(       ) 2
 QS0765  NAD 27      -  45 28 14.31100(N)    100 37 19.37700(W) AD(       ) 2
 QS0765
 QS0765.Superseded values are not recommended for survey control.
 QS0765
 QS0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0765.See file dsdata.pdf to determine how the superseded data were derived.
 QS0765
 QS0765_MARKER: DS = TRIANGULATION STATION DISK
 QS0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0765_STAMPING: KLINE 1952
 QS0765_MARK LOGO: CGS
 QS0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0765+STABILITY: SURFACE MOTION
 QS0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0765+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0765
 QS0765  HISTORY     - Date     Condition        Report By
 QS0765  HISTORY     - 1952     MONUMENTED       CGS
 QS0765  HISTORY     - 19850423 GOOD             NGS
 QS0765  HISTORY     - 19990623 GOOD             NGS
 QS0765
 QS0765                          STATION DESCRIPTION
 QS0765
 QS0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0765'THE STATION IS IN SECTION 1, T 17 N, R 28 E, 5-1/2 MILES EAST
 QS0765'OF TRAIL CITY, 0.3 MILE SOUTH OF STATE HIGHWAY 8, APPROXIMATELY
 QS0765'0.15 MILE SOUTH OF THE CORSON-DEWEY COUNTY LINE, 4 FEET SOUTH
 QS0765'OF A WHITE 4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY
 QS0765'MR. TED DIEBERT OF MOBRIDGE.
 QS0765'
 QS0765'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 QS0765'AND STATE HIGHWAY 8 IN TRAIL CITY, GO EAST, NORTH AND EAST ON
 QS0765'STATE HIGHWAY 8 FOR 5.9 MILES TO A TRACK ROAD ON THE RIGHT AND
 QS0765'THE AZIMUTH MARK AS DESCRIBED BELOW, TURN RIGHT (SOUTH) CROSS
 QS0765'CATTLE GUARD AND GO ON TRACK ROAD FOR 0.35 MILE TO A FARM
 QS0765'HOUSE, PROCEED SOUTHEASTERLY BETWEEN THE HOUSE AND BARN AND
 QS0765'GO ON TRACK ROAD FOR 0.15 MILE TO THE TOP OF A LOW RIDGE,
 QS0765'TURN SHARP LEFT (NORTH) AND GO 0.1 MILE TO THE HIGHEST POINT
 QS0765'AND STATION.
 QS0765'
 QS0765'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0765'KLINE 1952.
 QS0765'
 QS0765'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0765'KLINE NO 1 1952.
 QS0765'
 QS0765'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0765'KLINE NO 2 1952.
 QS0765'
 QS0765'THE AZIMUTH MARK IS 250 FEET WEST OF THE CATTLE GUARD, 47 FEET
 QS0765'SOUTH OF THE CENTER OF THE ROAD, 3 FEET WEST OF A WHITE
 QS0765'4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 QS0765'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED KLINE 1952.
 QS0765'
 QS0765'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QS0765
 QS0765                          STATION RECOVERY (1985)
 QS0765
 QS0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 QS0765'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 QS0765'AZIMUTH MARK HAD BEEN DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCES
 QS0765'TO THE REFERENCE MARKS AGREED WITH 1952, BUT A DIFFERENCE OF 8
 QS0765'MINUTES, 55 SECONDS TO REFERENCE MARK 1 AND 15 MINUTES, 51 SECONDS TO
 QS0765'REFERENCE MARK 2 WAS NOTED.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS
 QS0765'TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 9
 QS0765'KM (5.60 MI) EAST OF TRAIL CITY, 0.55 KM (0.35 MI) SOUTH OF HIGHWAY 20
 QS0765'AND 0.3 KM (0.20 MI) SOUTHEAST OF ABANDONED RANCH HOUSE ON PROPERTY
 QS0765'OWNED BY MR.  A.G.  KIRBY AND MANAGED BY MR.  BILL MECLE, RANCH
 QS0765'FOREMAN.  TO REACH THE STATION FROM THE NORTHWEST END OF THE BRIGE
 QS0765'OVER THE MISSOURI RIVER, AT THE NORTHWEST EDGE OF MOBRIDGE, GO WEST ON
 QS0765'HIGHWAY 20 AND 12 FOR 3.9 KM (2.40 MI) TO HIGHWAY JUNCTION. TURN LEFT
 QS0765'AND GO SOUTH ON HIGHWAY 20 FOR 11.3 KM (7.00 MI) TO A ROAD LEADING
 QS0765'LEFT OT PROMISE.  CONTINUE WEST ON HIGHWAY 20 FOR 1.2 KM (0.75 MI) TO
 QS0765'A GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE, AND FOLLOW DIRT
 QS0765'ROAD SOUTH FOR 0.55 KM (0.35 MI) TO A GATE BY WINDMILL, WHICH IS JUST
 QS0765'SOUTHEAST OF ABANDONED RANCH HOUSE.  PASS THROUGH GATE AND FOLLOW
 QS0765'TRACK ROAD SOUTHEAST FOR 0.1 KM (0.05 MI) LEAVE TRACK ROAD, BEARING TO
 QS0765'THE EAST, UPHILL, FOR 0.15 KM (0.10 MI) TO TOP AND STATION.  THE
 QS0765'STATION IS A STANDARD CGS DISK STAMPED KLINE 1952,SET INTO THE TOP OF
 QS0765'A ROUND CONCRETE MONUMENT 12 INCHES(30 CM)IN DIAMETER PROJECTING 6
 QS0765'INCHES (15 CM) ABOVE THE GROUND.  LOCATED 0.3 METERS (1.0 FT) S FROM A
 QS0765'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED
 QS0765'KLINE NO 1 1952, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 QS0765'INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES(10 CM)ABOVE THE GROUND.
 QS0765'LOCATED 16.2 METERS (53.1 FT) NE FROM A WITNESS POST AND 2 FEET (0.6
 QS0765'M) 0.6 METER (2.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS
 QS0765'A STANDARD CGS DISK STAMPED KLINE NO 2 1952, SET INTO THE TOP OF A
 QS0765'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4
 QS0765'INCHES (10 CM) ABOVE THE GROUND. LOCATED 15.9 METERS (52.2 FT) S FROM
 QS0765'A WITNESS POST.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED
 QS0765'KLINE 1952 NO 2 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 QS0765'INCHES (25 CM) IN DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE
 QS0765'GROUND.  AZIMUTH MARK IS LOCATED IN CORSON COUNTY.  LOCATED 1.2 METERS
 QS0765'(3.9 FT) E FROM A T-FENCE JUNCTION.  0.3 METER (1.0 FT) N FROM A
 QS0765'FENCE.  0.3 METER (1.0 FT) S FROM A WITNESS POST.  TO REACH THE
 QS0765'AZIMUTH MARK FROM THE FIRST GATE MENTIONED ABOVE, GO WEST ON HIGHWAY
 QS0765'20 FOR 0.25 KM (0.15 MI) TO THE MARK ON THE LEFT, BY THE SOUTH
 QS0765'RIGHT-OF-WAY FENCE.
 QS0765
 QS0765                          STATION RECOVERY (1999)
 QS0765
 QS0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0765'8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0765'IN TRAIL CITY, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG A TRACK ROAD,
 QS0765'99.0 M (324.8 FT) NORTHEAST OF THE ROAD CENTER, 15.6 M (51.2 FT)
 QS0765'SOUTHWEST OF REFERENCE MARK 1, 15.6 M (51.2 FT) NORTH OF REFERENCE
 QS0765'MARK 2, 10.0 M (32.8 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT
 QS0765'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QS0765'IS ON PROPERTY OWNED BY STEVE LANDIS, 13380 PROMISE ROAD, MOBRIDGE, SD
 QS0765'57601.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH9020 ***********************************************************************
 AH9020  DESIGNATION -  KLINE AZ MK 2
 AH9020  PID         -  AH9020
 AH9020  STATE/COUNTY-  SD/CORSON
 AH9020  COUNTRY     -  US
 AH9020  USGS QUAD   -  TRAIL CITY (2017)
 AH9020
 AH9020                         *CURRENT SURVEY CONTROL
 AH9020  ______________________________________________________________________
 AH9020* NAD 83(1986) POSITION- 45 28 38.     (N) 100 37 39.     (W)   SCALED
 AH9020* NAVD 88 ORTHO HEIGHT -   662.741 (meters)     2174.34  (feet) ADJUSTED
 AH9020  ______________________________________________________________________
 AH9020  GEOID HEIGHT    -        -21.560 (meters)                     GEOID18
 AH9020  DYNAMIC HEIGHT  -        662.671 (meters)     2174.11  (feet) COMP
 AH9020  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 AH9020
 AH9020  VERT ORDER      -  FIRST     CLASS II
 AH9020
 AH9020.The horizontal coordinates were scaled from a map and have
 AH9020.an estimated accuracy of +/- 6 seconds.
 AH9020
 AH9020.The orthometric height was determined by differential leveling and
 AH9020.adjusted by the NATIONAL GEODETIC SURVEY
 AH9020.in April 2000.
 AH9020
 AH9020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9020.GEOID18 height accuracy estimate available here.
 AH9020
 AH9020.Click photographs - Photos may exist for this station.
 AH9020
 AH9020.The dynamic height is computed by dividing the NAVD 88
 AH9020.geopotential number by the normal gravity value computed on the
 AH9020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9020.degrees latitude (g = 980.6199 gals.).
 AH9020
 AH9020.The modeled gravity was interpolated from observed gravity values.
 AH9020
 AH9020;                    North         East    Units  Estimated Accuracy
 AH9020;SPC SD N     -   182,870.      550,940.      MT  (+/- 180 meters Scaled)
 AH9020
 AH9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR727372(NAD 83)
 AH9020
 AH9020                          SUPERSEDED SURVEY CONTROL
 AH9020
 AH9020.No superseded survey control is available for this station.
 AH9020
 AH9020_MARKER: DZ = AZIMUTH MARK DISK
 AH9020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9020_STAMPING: KLINE 1952 NO 2 1985
 AH9020_MARK LOGO: NGS
 AH9020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9020+STABILITY: SURFACE MOTION
 AH9020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9020+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AH9020
 AH9020  HISTORY     - Date     Condition        Report By
 AH9020  HISTORY     - 1985     MONUMENTED       NGS
 AH9020  HISTORY     - 19990623 GOOD             NGS
 AH9020
 AH9020                          STATION DESCRIPTION
 AH9020
 AH9020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 AH9020'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) EAST OF TRAIL CITY,
 AH9020'ALONG THE SOUTH SIDE OF HIGHWAY 20.  TO REACH FROM THE JUNCTION OF
 AH9020'HIGHWAY 20 AND THE ASPHALT ROAD LEADING SOUTH TO PROMISE (THIS
 AH9020'JUNCTION IS ABOUT 10.5 KM (6.50 MI) EAST OF TRAIL CITY) GO WEST ON
 AH9020'HIGHWAY 20 FOR 1.45 KM (0.90 MI) TO THE MARK ON THE LEFT.  THE STATION
 AH9020'IS A STANDARD NGS AZIMUTH DISK STAMPED KLINE 1952 NO 2 1985, SET INTO
 AH9020'THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE MONUMENT PROJECTING 15 CM
 AH9020'(6 INCHES).  IT IS 1.2 M (3.9 FT) EAST OF A T-FENCE JUNCTION, 0.3 M
 AH9020'(1.0 FT) NORTH OF A FENCE AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AH9020
 AH9020                          STATION RECOVERY (1999)
 AH9020
 AH9020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9020'8.3 KM (5.15 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH9020'IN TRAIL CITY, 297.5 M (976.0 FT) WEST OF MILEPOST 186, 23.2 M (76.1
 AH9020'FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.1 M (46.3 FT) NORTH OF AN
 AH9020'UNDERGROUND CABLE JUNCTION BOX, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AH9020'HIGHWAY, 1.3 M (4.3 FT) EAST OF THE CENTER 1 OF 3 BRACED FENCE POSTS,
 AH9020'0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AH9020'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 AH9020'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2582 ***********************************************************************
 AI2582  DESIGNATION -  KLINE RM 1
 AI2582  PID         -  AI2582
 AI2582  STATE/COUNTY-  SD/DEWEY
 AI2582  COUNTRY     -  US
 AI2582  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 AI2582
 AI2582                         *CURRENT SURVEY CONTROL
 AI2582  ______________________________________________________________________
 AI2582* NAD 83(1986) POSITION- 45 28 14.57   (N) 100 37 20.29   (W)   HD_HELD1
 AI2582* NAVD 88 ORTHO HEIGHT -   680.732 (meters)     2233.37  (feet) ADJUSTED
 AI2582  ______________________________________________________________________
 AI2582  GEOID HEIGHT    -        -21.574 (meters)                     GEOID18
 AI2582  DYNAMIC HEIGHT  -        680.661 (meters)     2233.14  (feet) COMP
 AI2582  MODELED GRAVITY -    980,487.9   (mgal)                       NAVD 88
 AI2582
 AI2582  VERT ORDER      -  FIRST     CLASS II
 AI2582
 AI2582.The horizontal coordinates were determined by differentially corrected
 AI2582.hand held GPS observations or other comparable positioning techniques
 AI2582.and have an estimated accuracy of +/- 3 meters.
 AI2582
 AI2582.The orthometric height was determined by differential leveling and
 AI2582.adjusted by the NATIONAL GEODETIC SURVEY
 AI2582.in April 2000.
 AI2582
 AI2582.No vertical observational check was made to the station.
 AI2582
 AI2582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2582.GEOID18 height accuracy estimate available here.
 AI2582
 AI2582.Click photographs - Photos may exist for this station.
 AI2582
 AI2582.The dynamic height is computed by dividing the NAVD 88
 AI2582.geopotential number by the normal gravity value computed on the
 AI2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2582.degrees latitude (g = 980.6199 gals.).
 AI2582
 AI2582.The modeled gravity was interpolated from observed gravity values.
 AI2582
 AI2582;                    North         East    Units  Estimated Accuracy
 AI2582;SPC SD N     -   182,140.3     551,338.9     MT  (+/- 3 meters HH1 GPS) 
 AI2582
 AI2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7318936522(NAD 83)
 AI2582
 AI2582                          SUPERSEDED SURVEY CONTROL
 AI2582
 AI2582.No superseded survey control is available for this station.
 AI2582
 AI2582_MARKER: DR = REFERENCE MARK DISK
 AI2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2582_STAMPING: KLINE NO 1 1952
 AI2582_MARK LOGO: CGS
 AI2582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2582+STABILITY: SURFACE MOTION
 AI2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2582+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI2582
 AI2582  HISTORY     - Date     Condition        Report By
 AI2582  HISTORY     - 1952     MONUMENTED       CGS
 AI2582  HISTORY     - 19990623 GOOD             NGS
 AI2582
 AI2582                          STATION DESCRIPTION
 AI2582
 AI2582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2582'8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2582'IN TRAIL CITY, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG A TRACK ROAD,
 AI2582'114.6 M (376.0 FT) NORTHEAST OF THE ROAD CENTER, 27.7 M (90.9 FT)
 AI2582'NORTH-NORTHEAST OF REFERENCE MARK 2, 15.6 M (51.2 FT) SOUTH OF THE
 AI2582'STATION MARK, 10.0 M (32.8 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AI2582'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 AI2582'MONUMENT IS ON PROPERTY OWNED BY STEVE LANDIS, 13380 PROMISE ROAD,
 AI2582'MOBRIDGE, SD 57601.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2583 ***********************************************************************
 AI2583  DESIGNATION -  KLINE RM 2
 AI2583  PID         -  AI2583
 AI2583  STATE/COUNTY-  SD/DEWEY
 AI2583  COUNTRY     -  US
 AI2583  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 AI2583
 AI2583                         *CURRENT SURVEY CONTROL
 AI2583  ______________________________________________________________________
 AI2583* NAD 83(1986) POSITION- 45 28 13.80   (N) 100 37 20.94   (W)   HD_HELD1
 AI2583* NAVD 88 ORTHO HEIGHT -   680.998 (meters)     2234.24  (feet) ADJUSTED
 AI2583  ______________________________________________________________________
 AI2583  GEOID HEIGHT    -        -21.574 (meters)                     GEOID18
 AI2583  DYNAMIC HEIGHT  -        680.926 (meters)     2234.00  (feet) COMP
 AI2583  MODELED GRAVITY -    980,487.8   (mgal)                       NAVD 88
 AI2583
 AI2583  VERT ORDER      -  FIRST     CLASS II
 AI2583
 AI2583.The horizontal coordinates were determined by differentially corrected
 AI2583.hand held GPS observations or other comparable positioning techniques
 AI2583.and have an estimated accuracy of +/- 3 meters.
 AI2583
 AI2583.The orthometric height was determined by differential leveling and
 AI2583.adjusted by the NATIONAL GEODETIC SURVEY
 AI2583.in April 2000.
 AI2583
 AI2583.No vertical observational check was made to the station.
 AI2583
 AI2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2583.GEOID18 height accuracy estimate available here.
 AI2583
 AI2583.Click photographs - Photos may exist for this station.
 AI2583
 AI2583.The dynamic height is computed by dividing the NAVD 88
 AI2583.geopotential number by the normal gravity value computed on the
 AI2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2583.degrees latitude (g = 980.6199 gals.).
 AI2583
 AI2583.The modeled gravity was interpolated from observed gravity values.
 AI2583
 AI2583;                    North         East    Units  Estimated Accuracy
 AI2583;SPC SD N     -   182,116.7     551,324.6     MT  (+/- 3 meters HH1 GPS) 
 AI2583
 AI2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7317436499(NAD 83)
 AI2583
 AI2583                          SUPERSEDED SURVEY CONTROL
 AI2583
 AI2583.No superseded survey control is available for this station.
 AI2583
 AI2583_MARKER: DR = REFERENCE MARK DISK
 AI2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2583_STAMPING: KLINE NO 2 1952
 AI2583_MARK LOGO: CGS
 AI2583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2583+STABILITY: SURFACE MOTION
 AI2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2583+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI2583
 AI2583  HISTORY     - Date     Condition        Report By
 AI2583  HISTORY     - 1952     MONUMENTED       CGS
 AI2583  HISTORY     - 19990623 GOOD             NGS
 AI2583
 AI2583                          STATION DESCRIPTION
 AI2583
 AI2583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2583'8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2583'IN TRAIL CITY, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG A TRACK ROAD,
 AI2583'99.0 M (324.8 FT) NORTHEAST OF THE ROAD CENTER, 27.7 M (90.9 FT)
 AI2583'SOUTH-SOUTHWEST OF REFERENCE MARK 1, 15.6 M (51.2 FT) SOUTH OF THE
 AI2583'STATION MARK, 10.0 M (32.8 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AI2583'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 AI2583'MONUMENT IS ON PROPERTY OWNED BY STEVE LANDIS, 13380 PROMISE ROAD,
 AI2583'MOBRIDGE, SD 57601.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2380 ***********************************************************************
 PU2380  DESIGNATION -  KLING
 PU2380  PID         -  PU2380
 PU2380  STATE/COUNTY-  SD/BUTTE
 PU2380  COUNTRY     -  US
 PU2380  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU2380
 PU2380                         *CURRENT SURVEY CONTROL
 PU2380  ______________________________________________________________________
 PU2380* NAD 83(1996) POSITION- 44 39 16.06381(N) 103 56 32.36105(W)   ADJUSTED
 PU2380* NAVD 88 ORTHO HEIGHT -  1028.    (meters)     3373.    (feet) SCALED
 PU2380  ______________________________________________________________________
 PU2380  GEOID HEIGHT    -        -15.097 (meters)                     GEOID18
 PU2380  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 PU2380  HORZ ORDER      -  SECOND
 PU2380
 PU2380.The horizontal coordinates were established by classical geodetic methods
 PU2380.and adjusted by the National Geodetic Survey in January 1998.
 PU2380
 PU2380.The orthometric height was scaled from a topographic map.
 PU2380
 PU2380.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2380.GEOID18 height accuracy estimate available here.
 PU2380
 PU2380.Click photographs - Photos may exist for this station.
 PU2380
 PU2380.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2380
 PU2380. The following values were computed from the NAD 83(1996) position.
 PU2380
 PU2380;                    North         East     Units Scale Factor Converg.
 PU2380;SPC SD N     -    98,857.617   287,432.898   MT  0.99996295   -2 47 24.5
 PU2380;SPC SD N     -   324,335.37    943,019.43   sFT  0.99996295   -2 47 24.5
 PU2380;SPC WY E     -   462,196.989   297,108.152   MT  1.00005342   +0 51 38.1
 PU2380;SPC WY E     - 1,516,391.29    974,762.33   sFT  1.00005342   +0 51 38.1
 PU2380;UTM  13      - 4,945,110.737   583,860.745   MT  0.99968648   +0 44 36.3
 PU2380
 PU2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2380!SPC SD N     -   0.99984129  x   0.99996295  =   0.99980424
 PU2380!SPC WY E     -   0.99984129  x   1.00005342  =   0.99989470
 PU2380!UTM  13      -   0.99984129  x   0.99968648  =   0.99952782
 PU2380
 PU2380:                Primary Azimuth Mark                     Grid Az
 PU2380:SPC SD N     -  BELLE FOURCHE CO CTHSE DOME              080 11 19.6
 PU2380:SPC WY E     -  BELLE FOURCHE CO CTHSE DOME              076 32 17.0
 PU2380:UTM  13      -  BELLE FOURCHE CO CTHSE DOME              076 39 18.8
 PU2380
 PU2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8386045110(NAD 83)
 PU2380
 PU2380|---------------------------------------------------------------------|
 PU2380| PID    Reference Object                     Distance      Geod. Az  |
 PU2380|                                                           dddmmss.s |
 PU2380| CP9767 KLING RM 1                           22.384 METERS 04626     |
 PU2380| PU2373 BELLE FOURCHE CO CTHSE DOME         APPROX. 7.2 KM 0772355.1 |
 PU2380| CP9768 KLING RM 2                           22.695 METERS 29945     |
 PU2380|---------------------------------------------------------------------|
 PU2380
 PU2380                          SUPERSEDED SURVEY CONTROL
 PU2380
 PU2380  NAD 83(1993)-  44 39 16.05853(N)    103 56 32.36298(W) AD(       ) 2
 PU2380  NAD 83(1986)-  44 39 16.05228(N)    103 56 32.35530(W) AD(       ) 2
 PU2380  NAD 27      -  44 39 16.11090(N)    103 56 30.60780(W) AD(       ) 2
 PU2380
 PU2380.Superseded values are not recommended for survey control.
 PU2380
 PU2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2380.See file dsdata.pdf to determine how the superseded data were derived.
 PU2380
 PU2380_MARKER: DS = TRIANGULATION STATION DISK
 PU2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2380_STAMPING: KLING 1962
 PU2380_MARK LOGO: CGS
 PU2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2380+STABILITY: SURFACE MOTION
 PU2380
 PU2380  HISTORY     - Date     Condition        Report By
 PU2380  HISTORY     - 1962     MONUMENTED       CGS
 PU2380
 PU2380                          STATION DESCRIPTION
 PU2380
 PU2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2380'THE STATION IS 4.8 MILES WEST-SOUTHWEST OF BELLE FOURCHE, 1
 PU2380'MILE NORTH OF STATE HIGHWAY 34, ON THE HIGH PASTURE GROUND RISING
 PU2380'ALONG THE NORTH SIDE OF HAY CREEK, IN THE NORTHWEST 1/4 OF SECTION
 PU2380'13, T 8 N, R 1 E, ON THE PROPERTY OF MR. WILLIAM KLING WHO RESIDES
 PU2380'1.5 MILES SOUTHWEST OF THE STATION AND 1/2 MILE SOUTH OF MONA
 PU2380'ROAD.
 PU2380'
 PU2380'TO REACH THE STATION FROM THE BUTTE COUNTY COURT HOUSE IN BELLE
 PU2380'FOURCHE, DRIVE SOUTH ON U.S. HIGHWAY 85 FOR 0.45 MILE TO A
 PU2380'CROSSROAD.  TURN RIGHT AND DRIVE WEST ON MONA ROAD FOR 1.8 MILES
 PU2380'TO A SIDE ROAD ON THE LEFT AND A RANCH HOUSE ON THE RIGHT.
 PU2380'CONTINUE STRAIGHT AHEAD, WEST, NORTHWEST AND WEST FOR 2.5 MILES
 PU2380'TO A WIRE GATE ON THE LEFT AT THE INTERSECTION OF A NORTH-SOUTH
 PU2380'FENCE WITH THE SOUTH ROAD RIGHT-OF-WAY FENCE.  TURN LEFT, PASS
 PU2380'THROUGH THE GATE, THENCE TURN RIGHT AND DRIVE WESTERLY ON DIM
 PU2380'TRACKS FOR 0.55 MILE.  TURN LEFT, PASSING BENEATH AN
 PU2380'EAST-WEST TELEPHONE LINE, AND DRIVE SOUTH ON THE TRACKS FOR
 PU2380'0.25 MILE TO A FENCE CORNER.  CONTINUE SOUTH ALONG THE EAST
 PU2380'SIDE OF THE FENCE FOR 0.2 MILE TO A FENCE CORNER.  CONTINUE
 PU2380'WEST AND SOUTH ALONG THE FENCE FOR 0.15 MILE TO A WIRE GATE.
 PU2380'TURN LEFT AWAY FROM THE FENCE AND DRIVE SOUTHEAST ON A DIM
 PU2380'TRACK ROAD FOR 0.25 MILE TO TWO SMALL PILES OF SCRAP LUMBER
 PU2380'AND THE STATION.
 PU2380'
 PU2380'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU2380'STAMPED KLING 1962.  THE SURFACE-STATION MARK IS SET IN THE TOP
 PU2380'OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2380'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 PU2380'
 PU2380'REFERENCE MARK 1, A STANDARD DISK STAMPED KLING NO 1 1962, IS
 PU2380'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2380'DIAMETER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 PU2380'IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 PU2380'
 PU2380'REFERENCE MARK 2, A STANDARD DISK STAMPED KLING NO 2 1962, IS
 PU2380'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2380'DIAMETER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 PU2380'IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0735 ***********************************************************************
 OQ0735  DESIGNATION -  KLUMB
 OQ0735  PID         -  OQ0735
 OQ0735  STATE/COUNTY-  SD/LINCOLN
 OQ0735  COUNTRY     -  US
 OQ0735  USGS QUAD   -  BERESFORD NE (2017)
 OQ0735
 OQ0735                         *CURRENT SURVEY CONTROL
 OQ0735  ______________________________________________________________________
 OQ0735* NAD 83(1996) POSITION- 43 09 43.80935(N) 096 45 23.69233(W)   ADJUSTED
 OQ0735* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 OQ0735  ______________________________________________________________________
 OQ0735  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 OQ0735  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 OQ0735  HORZ ORDER      -  FIRST
 OQ0735
 OQ0735.The horizontal coordinates were established by classical geodetic methods
 OQ0735.and adjusted by the National Geodetic Survey in January 1998.
 OQ0735
 OQ0735.The orthometric height was scaled from a topographic map.
 OQ0735
 OQ0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0735.GEOID18 height accuracy estimate available here.
 OQ0735
 OQ0735.Click photographs - Photos may exist for this station.
 OQ0735
 OQ0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0735
 OQ0735. The following values were computed from the NAD 83(1996) position.
 OQ0735
 OQ0735;                    North         East     Units Scale Factor Converg.
 OQ0735;SPC SD S     -    98,338.401   890,775.819   MT  0.99993838   +2 28 02.7
 OQ0735;SPC SD S     -   322,631.90  2,922,487.00   sFT  0.99993838   +2 28 02.7
 OQ0735;UTM  14      - 4,781,266.795   682,378.801   MT  1.00000919   +1 32 06.2
 OQ0735
 OQ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0735!SPC SD S     -   0.99993021  x   0.99993838  =   0.99986860
 OQ0735!UTM  14      -   0.99993021  x   1.00000919  =   0.99993940
 OQ0735
 OQ0735:                Primary Azimuth Mark                     Grid Az
 OQ0735:SPC SD S     -  KLUMB AZ MK RESET                        331 30 49.9
 OQ0735:UTM  14      -  KLUMB AZ MK RESET                        332 26 46.4
 OQ0735
 OQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8237881266(NAD 83)
 OQ0735
 OQ0735|---------------------------------------------------------------------|
 OQ0735| PID    Reference Object                     Distance      Geod. Az  |
 OQ0735|                                                           dddmmss.s |
 OQ0735| CO3863 KLUMB RM 1                           35.891 METERS 00249     |
 OQ0735| OQ0711 CANTON STANDPIPE                    APPROX.21.5 KM 0404005.4 |
 OQ0735| OQ0731 ALCESTER MUNICIPAL TANK             APPROX.18.4 KM 1454835.5 |
 OQ0735| CO3864 KLUMB RM 2                           34.815 METERS 17713     |
 OQ0735| CO3866 KLUMB RM 4                           34.641 METERS 17949     |
 OQ0735| OQ0736 BERESFORD TANK                      APPROX. 8.9 KM 1894920.1 |
 OQ0735| OQ0739 BERESFORD EVAN LUTH CH SPIRE        APPROX. 9.0 KM 1900132.1 |
 OQ0735| OQ0737 BERESFORD STACK                     APPROX. 9.4 KM 1900236.5 |
 OQ0735| OQ0889 WAKONDA TANK                        APPROX.33.2 KM 2390230.8 |
 OQ0735| OQ0890 WAKONDA COURTHOUSE CUPOLA           APPROX.33.0 KM 2390936.8 |
 OQ0735| OQ0744 CENTERVILLE STANDPIPE               APPROX.17.3 KM 2530444.1 |
 OQ0735| OQ0888 VIBORG TANK                         APPROX.26.4 KM 2721258.9 |
 OQ0735| OQ0756 DAVIS TANK                          APPROX.22.1 KM 2985713.7 |
 OQ0735| CO3862 KLUMB AZ MK RESET                                  3335852.6 |
 OQ0735| CO3865 KLUMB RM 3                           36.149 METERS 35907     |
 OQ0735|---------------------------------------------------------------------|
 OQ0735
 OQ0735                          SUPERSEDED SURVEY CONTROL
 OQ0735
 OQ0735  NAD 83(1995)-  43 09 43.81056(N)    096 45 23.68882(W) AD(       ) 1
 OQ0735  NAD 83(1986)-  43 09 43.81346(N)    096 45 23.68016(W) AD(       ) 1
 OQ0735  NAD 27      -  43 09 43.85600(N)    096 45 22.51700(W) AD(       ) 1
 OQ0735
 OQ0735.Superseded values are not recommended for survey control.
 OQ0735
 OQ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0735.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0735
 OQ0735_MARKER: DS = TRIANGULATION STATION DISK
 OQ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0735_STAMPING: KLUMB 1935
 OQ0735_MARK LOGO: CGS
 OQ0735_PROJECTION: RECESSED 5 CENTIMETERS
 OQ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0735+STABILITY: SURFACE MOTION
 OQ0735
 OQ0735  HISTORY     - Date     Condition        Report By
 OQ0735  HISTORY     - 1935     MONUMENTED       CGS
 OQ0735  HISTORY     - 1938     GOOD             CGS
 OQ0735  HISTORY     - 1949     GOOD             CGS
 OQ0735  HISTORY     - 1966     GOOD             CGS
 OQ0735
 OQ0735                          STATION DESCRIPTION
 OQ0735
 OQ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0735'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC. 4, T. 96 N.,
 OQ0735'R. 50 W., ABOUT 5.5 MILES NORTH AND 0.8 MILE EAST OF BERESFORD,
 OQ0735'0.4 MILE NORTH OF AN EAST-WEST SECTION-LINE ROAD, ON PROPERTY
 OQ0735'OWNED BY MR. KLUMB AND RENTED BY MR. REIT WHO LIVES ABOUT 0.3
 OQ0735'MILE WEST OF STATION.  IT IS LOCATED IN A LINE OF TREES ON
 OQ0735'THE QUARTER SECTION-LINE AT THE EDGE OF A CULTIVATED FIELD.
 OQ0735'
 OQ0735'TO REACH FROM THE FIRST STATE BANK IN BERESFORD, GO NORTH
 OQ0735'ON U.S. HIGHWAY 77 (PAVED) FOR 6.0 MILES, OR FOR 0.4 MILE
 OQ0735'BEYOND END OF PAVEMENT, TO FARM ENTRANCE ON RIGHT.  THIS POINT
 OQ0735'IS ALSO 9.5 MILES SOUTH OF THE CURVE OF U.S. HIGHWAY 77 TO THE
 OQ0735'EAST (2 MILES SOUTH OF WORTHING).  GO EAST INTO FARMYARD FOR 0.15
 OQ0735'MILE TO RED BARN, PASS AROUND TO NORTH OF BARN AND FENCE TO
 OQ0735'A WOODEN GATE.  FROM HERE THE STATION IS ABOUT 0.2 MILE DUE
 OQ0735'EAST ON THE QUARTER-SECTION LINE.  STATION IS 1.95 METERS WEST
 OQ0735'OF THE QUARTER-SECTION-LINE FENCE, SET ABOUT 6 INCHE BELOW THE
 OQ0735'SURFACE OF THE GROUND.
 OQ0735'
 OQ0735'REFERENCE MARK NO. 1 IS 35.891 METERS (117.77 FEET) NORTH
 OQ0735'OF STATION ON NORTH-SOUTH FENCE LINE, PROJECTING ABOUT
 OQ0735'10 INCHES ABOVE THE SURFACE OF THE GROUND.
 OQ0735'
 OQ0735'REFERENCE MARK NO. 2 IS 34.815 METERS (114.22 FEET) SOUTH OF
 OQ0735'STATION ON NORTH-SOUTH FENCE LINE, PROJECTING ABOUT 8 INCHES ABOVE
 OQ0735'THE SURFACE OF THE GROUND.
 OQ0735'
 OQ0735'AZIMUTH MARK IS APPROXIMATELY 1.25 MILES NORTHWEST OF
 OQ0735'STATION, 25 METERS SOUTHWEST OF WHITE FARMHOUSE, 6 METERS EAST
 OQ0735'OF CENTRLINE OF U.S. HIGHWAY 77, 3 METERS SOUTH OF CENTERLINE
 OQ0735'OF DRIVEWAY TO FARMHOUSE, 0.5 METER SOUTH OF FENCE CORNER ON
 OQ0735'EAST RIGHT-OF-WAY FENCE LINE, AND PROJECTING ABOUT 6 INCHES
 OQ0735'ABOVE THE SURFACE OF THE GROUND.
 OQ0735'
 OQ0735'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OQ0735
 OQ0735                          STATION RECOVERY (1938)
 OQ0735
 OQ0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 OQ0735'STATION RECOVERED AS DESCRIBED IN 1935.  THE MARKS ARE ALL
 OQ0735'IN GOOD CONDITION.  THE AZIMUTH MARK IS TO BE DESTROYED BY
 OQ0735'HIGHWAY IMPROVEMENT.  A NEW AZIMUTH MARK WAS ESTABLISHED
 OQ0735'61 FEET 8 INCHES CLOSER TO THE STATION AND ON A DIRECT LINE
 OQ0735'WITH THE OLD AZIMUTH MARK.  THE NEW AZIMUTH MARK IS 31 FEET
 OQ0735'SOUTH OF A FENCE CORNER AND 51 FEET FROM THE CENTERLINE OF THE
 OQ0735'ROAD.
 OQ0735
 OQ0735                          STATION RECOVERY (1949)
 OQ0735
 OQ0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0735'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND TO BE
 OQ0735'IN GOOD CONDITION.  THE ROW OF TREES MENTIONED IN THE 1935
 OQ0735'DESCRIPTION ARE GONE, THE FENCELINE CHANGE AND REFERENCE
 OQ0735'MARKS NO. 1 AND 2 DESTROYED.  TWO NEW REFERENCE MARKS NO. 3 AND
 OQ0735'4 WERE SET.
 OQ0735'
 OQ0735'A NEW DESCRIPTION FOLLOWS.
 OQ0735'
 OQ0735'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF
 OQ0735'BERESFORD, ON LAND OWNED BY MR. KLUMB.  IT IS IN THE FENCE LINE 0.3
 OQ0735'MILE EAST OF THE FARM BUILDINGS, 15 FEET NORTH OF POST WITH
 OQ0735'A TRIANGLE BLAZE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE
 OQ0735'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 OQ0735'IS STAMPED KLUMB 1935.
 OQ0735'
 OQ0735'REFERENCE MARK NO. 3 IS 118.60 FEET NORTH OF THE STATION AND
 OQ0735'1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 OQ0735'OF THE GROUND AND THE DISK IS STAMPED KLUMB NO 3 1949.
 OQ0735'
 OQ0735'REFERENCE MARK NO. 4 IS 113.65 FEET SOUTH OF THE STATION AND
 OQ0735'1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 OQ0735'OF THE GROUND AND THE DISK IS STAMPED KLUMB NO 4 1949.
 OQ0735'
 OQ0735'AZIMUTH MARK IS ABOUT 1.25 MILES NORTH-NORTHWEST OF THE STATION,
 OQ0735'62 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 52 FEET EAST
 OQ0735'OF THE CENTERLINE OF HIGHWAY 77 AND 2 FEET EAST OF RIGHT-OF-WAY
 OQ0735'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 OQ0735'DISK IS STAMPED KLUMB 1935 RESET 1938.
 OQ0735'
 OQ0735'TO REACH FROM THE POST OFFICE IN BERESFORD, GO NORTH ON
 OQ0735'HIGHWAY 77 FOR 6.1 MILES TO DRIVEWAY ON THE RIGHT (AZIMUTH
 OQ0735'MARK IS 1.0 MILE NORTH OF THIS POINT ON THE RIGHT), TURN
 OQ0735'RIGHT 0.1 MILE TO FARM HOME, PASS THROUGH GATE AT THE SOUTHWEST
 OQ0735'CORNER OF THE BARN, CROSS LOT TO GATE IN THE SOUTHEAST CORNER,
 OQ0735'PASS THROUGH GATE AND FOLLOW LANE EAST 0.1 MILE TO A GATE, PASS
 OQ0735'THROUGH AND GO EAST ACROSS FIELD 0.2 MILE TO FENCE, TURN LEFT
 OQ0735'(NORTH) 0.05 MILE TO THE STATION.
 OQ0735'
 OQ0735'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OQ0735
 OQ0735                          STATION RECOVERY (1966)
 OQ0735
 OQ0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 OQ0735'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 3 AND 4 WERE
 OQ0735'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OQ0735'
 OQ0735'THE ORIGINAL DESCRIPTION PLUS THE 1949 RECOVERY NOTE BY M.E.
 OQ0735'WENERMARK ADEQUATELY DESCRIBES THE STATION WITH THE FOLLOWING
 OQ0735'EXCEPTIONS--
 OQ0735'
 OQ0735'1.  THERE IS NO LANE ACROSS THE FIELD AT THIS TIME.  THE FIELD
 OQ0735'IS UNDER INTENSE CULTIVATION.
 OQ0735'
 OQ0735'2.  STEEL POSTS WITH WITNESS SIGNS WERE PLACED BY THE STATION
 OQ0735'MARK AND REFERENCE MARKS 3 AND 4.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0752 ***********************************************************************
 OT0752  DESIGNATION -  KNEE
 OT0752  PID         -  OT0752
 OT0752  STATE/COUNTY-  SD/SHANNON
 OT0752  COUNTRY     -  US
 OT0752  USGS QUAD   -  DENBY (2017)
 OT0752
 OT0752                         *CURRENT SURVEY CONTROL
 OT0752  ______________________________________________________________________
 OT0752* NAD 83(1996) POSITION- 43 00 14.41711(N) 102 15 32.45544(W)   ADJUSTED
 OT0752* NAVD 88 ORTHO HEIGHT -  1123.    (meters)     3684.    (feet) SCALED
 OT0752  ______________________________________________________________________
 OT0752  GEOID HEIGHT    -        -18.431 (meters)                     GEOID18
 OT0752  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 OT0752  HORZ ORDER      -  FIRST
 OT0752
 OT0752.The horizontal coordinates were established by classical geodetic methods
 OT0752.and adjusted by the National Geodetic Survey in January 1998.
 OT0752
 OT0752.The orthometric height was scaled from a topographic map.
 OT0752
 OT0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0752.GEOID18 height accuracy estimate available here.
 OT0752
 OT0752.Click photographs - Photos may exist for this station.
 OT0752
 OT0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0752
 OT0752. The following values were computed from the NAD 83(1996) position.
 OT0752
 OT0752;                    North         East     Units Scale Factor Converg.
 OT0752;SPC SD S     -    76,326.078   443,007.944   MT  0.99996396   -1 19 42.4
 OT0752;SPC SD S     -   250,413.14  1,453,435.23   sFT  0.99996396   -1 19 42.4
 OT0752;UTM  13      - 4,764,905.669   723,404.694   MT  1.00021403   +1 52 12.9
 OT0752
 OT0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0752!SPC SD S     -   0.99982689  x   0.99996396  =   0.99979085
 OT0752!UTM  13      -   0.99982689  x   1.00021403  =   1.00004088
 OT0752
 OT0752:                Primary Azimuth Mark                     Grid Az
 OT0752:SPC SD S     -  KNEE AZ MK                               157 39 40.5
 OT0752:UTM  13      -  KNEE AZ MK                               154 27 45.2
 OT0752
 OT0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2340464905(NAD 83)
 OT0752
 OT0752|---------------------------------------------------------------------|
 OT0752| PID    Reference Object                     Distance      Geod. Az  |
 OT0752|                                                           dddmmss.s |
 OT0752| CP9770 KNEE RM 1                            14.682 METERS 02748     |
 OT0752| CP9769 KNEE AZ MK                                         1561958.1 |
 OT0752| CP9771 KNEE RM 2                            13.938 METERS 29645     |
 OT0752|---------------------------------------------------------------------|
 OT0752
 OT0752                          SUPERSEDED SURVEY CONTROL
 OT0752
 OT0752  NAD 83(1995)-  43 00 14.41715(N)    102 15 32.45560(W) AD(       ) 1
 OT0752  NAD 83(1986)-  43 00 14.40813(N)    102 15 32.45804(W) AD(       ) 1
 OT0752  NAD 27      -  43 00 14.43800(N)    102 15 30.91300(W) AD(       ) 1
 OT0752
 OT0752.Superseded values are not recommended for survey control.
 OT0752
 OT0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0752.See file dsdata.pdf to determine how the superseded data were derived.
 OT0752
 OT0752_MARKER: DS = TRIANGULATION STATION DISK
 OT0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0752_STAMPING: KNEE 1935
 OT0752_MARK LOGO: CGS
 OT0752_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0752
 OT0752  HISTORY     - Date     Condition        Report By
 OT0752  HISTORY     - 1936     MONUMENTED       CGS
 OT0752  HISTORY     - 1946     GOOD             CGS
 OT0752
 OT0752                          STATION DESCRIPTION
 OT0752
 OT0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0752'ABOUT 7.5 MILES NORTHWEST OF GORDON, NEBR.  STATION IS ON
 OT0752'THE HIGHEST SAND HILL IN VICINITY, ABOUT 2.5 MILES WEST OF
 OT0752'STATE HIGHWAY 27, 600 YARDS NORTH OF THE NEBRASKA-SOUTH DAKOTA
 OT0752'STATE LINE, AND 640 PACES NORTH-NORTHEAST OF STATE BOUNDARY
 OT0752'MONUMENT 122.
 OT0752'
 OT0752'TO REACH FROM POST OFFICE IN GORDON, NEBR., GO NORTH ON STATE
 OT0752'HIGHWAY 27 FOR 11.5 MILES TO THE MIDWAY STORE, TURN WEST ON
 OT0752'GRADED ROAD FOR 2.0 MILES TO T-ROAD NORTH, TURN NORTH AND
 OT0752'GO 0.65 MILE TO A WINDMILL, TURN WEST FOR 1.0 MILE, THEN NORTH
 OT0752'0.3 MILE, THEN WEST 0.2 MILE TO A CURVE TO THE NORTH, TURN
 OT0752'NORTH AND GO 0.25 MILE TO A GATE.  CONTINUE NORTH THROUGH GATE
 OT0752'FOR 0.9 MILE TO COW TRAIL ACROSS ROAD, TURN RIGHT (EAST)
 OT0752'AND FOLLOW TRAIL FOR 0.1 MILE TO FORKS, TAKE LEFT FORK AND
 OT0752'FOLLOW EAST AND NORTH FOR 0.9 MILE TO THE AZIMUTH MARK AT
 OT0752'FENCE LINE.  END OF TRUCK TRAVEL.  STATION IS AT HIGHEST
 OT0752'POINT 600 PACES NORTHWEST.
 OT0752'
 OT0752'THE STATION IS MARKED BY A 4-INCH GALVANIZED-IRON PIPE WITH
 OT0752'STANDARD DISK CEMENTED IN TOP, PROJECTING 5 INCHES, AND IS
 OT0752'75 YARDS NORTHWEST OF A LONE TREE.
 OT0752'
 OT0752'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN THE TOP
 OT0752'OF A 4-INCH GALVANIZED-IRON PIPE PROJECTING 3 INCHES, EAST
 OT0752'OF NORTH OF THE STATION ON THE NORTHEAST SLOPE OF THE HILL.
 OT0752'
 OT0752'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN THE TOP
 OT0752'OF A 4-INCH GALVANIZED-IRON PIPE PROJECTING 4 INCHES, NORTH
 OT0752'OF WEST OF THE STATION ON THE NORTHWEST SLOPE OF THE HILL.
 OT0752'IT IS 66.99 FEET FROM REFERENCE MARK NO. 1.
 OT0752'
 OT0752'AZIMUTH MARK IS 145 FEET SOUTHWEST OF WINDMILL AND OVERFLOW
 OT0752'PONDS, 1.5 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 0.2 MILE
 OT0752'SOUTHEAST OF STATION.
 OT0752'
 OT0752'ALL LINES VISIBLE FROM A 4-FOOT STAND AT THIS STATION.
 OT0752
 OT0752                          STATION RECOVERY (1946)
 OT0752
 OT0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 OT0752'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ALL MARKS WERE
 OT0752'FOUND IN GOOD CONDITION.
 OT0752'
 OT0752'A COMPLETE NEW DESCRIPTION FOLLOWS.
 OT0752'
 OT0752'THE STATION IS 7.5 MILES NORTHWEST OF GORDON, NEBRASKA, 2.5
 OT0752'MILES WEST OF STATE HIGHWAY NO. 27, 600 YARDS NORTH OF THE
 OT0752'NEBRASKA-SOUTH DAKOTA STATE LINE, AND 640 YARDS NORTH-NORTHEAST
 OT0752'OF STATE BOUNDARY MONUMENT 122, AND IS ON THE HIGHEST SAND
 OT0752'HILL IN VICINITY.  IT IS A STANDARD U.S.C. AND G.S. DISK
 OT0752'CEMENTED IN THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 12
 OT0752'INCHES.  IT IS STAMPED KNEE 1936.
 OT0752'
 OT0752'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 OT0752'AND IS ABOUT 10 FEET BELOW STATION ELEVATION.  IT IS A STANDARD
 OT0752'U.S.C. AND G.S. DISK CEMENTED IN THE TOP OF A 4 INCH IRON
 OT0752'PIPE THAT PROJECTS 2 INCHES.  IT IS STAMPED KNEE NO 1 1936.
 OT0752'
 OT0752'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL
 OT0752'AND IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT IS A STANDARD
 OT0752'U.S.C. AND G.S. DISK CEMENTED IN THE TOP OF A 4 INCH IRON
 OT0752'PIPE THAT PROJECTS 4 INCHES.  IT IS STAMPED KNEE NO 2 1946.
 OT0752'
 OT0752'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 145 FEET
 OT0752'SOUTHWEST OF A WINDMILL AND STOCK TANK, AND 1.5 FEET NORTH
 OT0752'OF AN EAST-WEST FENCE LINE.
 OT0752'PROJECTS 12 INCHES AND IS STAMPED KNEE 1936.
 OT0752'
 OT0752'TO REACH THE STATION FROM THE POST OFFICE IN GORDON, NEBRASKA,
 OT0752'GO NORTH ON STATE HIGHWAY NO. 27 FOR 11.5 MILES TO THE MIDWAY
 OT0752'STORE ON THE LEFT.  TURN LEFT, WEST, AND GO 2.0 MILES TO A
 OT0752'T ROAD.  TURN NORTH AND GO 0.65 MILE TO A WINDMILL ON THE
 OT0752'RIGHT.  TURN LEFT, WEST, AND GO 1.0 MILE, THEN NORTH 0.3 MILE,
 OT0752'THEN WEST 0.2 MILE, THEN NORTH FOR 0.25 MILE TO A CATTLE GUARD.
 OT0752'CROSS CATTLE GUARD AND CONTINUE NORTH FOR 0.9 MILE TO WHERE
 OT0752'A CATTLE TRAIL CROSSES ROAD.  TURN RIGHT, EAST, AND FOLLOW
 OT0752'CATTLE TRAIL 0.1 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW
 OT0752'CATTLE TRAIL AND TRACK ROAD NORTHEAST FOR 1.0 MILE TO A WIRE
 OT0752'GATE IN A NORTH-SOUTH FENCE LINE.  PASS THROUGH GATE AND
 OT0752'CONTINUE ON TRACK ROAD FOR 0.9 MILE.  TURN LEFT, NORTH,
 OT0752'LEAVING ROAD AND DRIVE ACROSS PASTURE FOR 0.2 MILE TO THE
 OT0752'AZIMUTH MARK, AN EAST-WEST FENCE LINE AND ETT.  FROM HERE
 OT0752'PACK NORTH-NORTHWEST FOR ABOUT 600 YARDS TO THE HIGHEST SAND
 OT0752'HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0993 ***********************************************************************
 PT0993  DESIGNATION -  KNOB
 PT0993  PID         -  PT0993
 PT0993  STATE/COUNTY-  SD/SULLY
 PT0993  COUNTRY     -  US
 PT0993  USGS QUAD   -  ARTICHOKE BUTTE SW (2017)
 PT0993
 PT0993                         *CURRENT SURVEY CONTROL
 PT0993  ______________________________________________________________________
 PT0993* NAD 83(1996) POSITION- 44 45 11.93304(N) 100 29 17.83430(W)   ADJUSTED
 PT0993* NAVD 88 ORTHO HEIGHT -   600.    (meters)     1968.    (feet) SCALED
 PT0993  ______________________________________________________________________
 PT0993  GEOID HEIGHT    -        -22.541 (meters)                     GEOID18
 PT0993  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 PT0993  HORZ ORDER      -  SECOND
 PT0993
 PT0993.The horizontal coordinates were established by classical geodetic methods
 PT0993.and adjusted by the National Geodetic Survey in January 1998.
 PT0993
 PT0993.The orthometric height was scaled from a topographic map.
 PT0993
 PT0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0993.GEOID18 height accuracy estimate available here.
 PT0993
 PT0993.Click photographs - Photos may exist for this station.
 PT0993
 PT0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0993
 PT0993. The following values were computed from the NAD 83(1996) position.
 PT0993
 PT0993;                    North         East     Units Scale Factor Converg.
 PT0993;SPC SD N     -   102,346.793   561,337.316   MT  0.99995256   -0 20 44.1
 PT0993;SPC SD N     -   335,782.77  1,841,654.18   sFT  0.99995256   -0 20 44.1
 PT0993;SPC SD S     -   268,874.542   587,728.793   MT  1.00010364   -0 06 24.8
 PT0993;SPC SD S     -   882,132.56  1,928,240.22   sFT  1.00010364   -0 06 24.8
 PT0993;UTM  14      - 4,956,624.706   382,197.821   MT  0.99977065   -1 02 52.6
 PT0993
 PT0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0993!SPC SD N     -   0.99990941  x   0.99995256  =   0.99986197
 PT0993!SPC SD S     -   0.99990941  x   1.00010364  =   1.00001304
 PT0993!UTM  14      -   0.99990941  x   0.99977065  =   0.99968008
 PT0993
 PT0993:                Primary Azimuth Mark                     Grid Az
 PT0993:SPC SD N     -  26 W                                     101 50 43.5
 PT0993:SPC SD S     -  26 W                                     101 36 24.2
 PT0993:UTM  14      -  26 W                                     102 32 52.0
 PT0993
 PT0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8219756624(NAD 83)
 PT0993
 PT0993|---------------------------------------------------------------------|
 PT0993| PID    Reference Object                     Distance      Geod. Az  |
 PT0993|                                                           dddmmss.s |
 PT0993| CO5775 KNOB RM 1                             3.963 METERS 04816     |
 PT0993| CO5774 26 W                                               1012959.4 |
 PT0993| CO5776 KNOB RM 2                             7.012 METERS 32243     |
 PT0993|---------------------------------------------------------------------|
 PT0993
 PT0993                          SUPERSEDED SURVEY CONTROL
 PT0993
 PT0993  NAD 83(1986)-  44 45 11.92719(N)    100 29 17.83747(W) AD(       ) 2
 PT0993  NAD 27      -  44 45 11.98700(N)    100 29 16.33600(W) AD(       ) 2
 PT0993
 PT0993.Superseded values are not recommended for survey control.
 PT0993
 PT0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0993.See file dsdata.pdf to determine how the superseded data were derived.
 PT0993
 PT0993_MARKER: DB = BENCH MARK DISK
 PT0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0993_STAMPING: KNOB 1945
 PT0993_MARK LOGO: USGS
 PT0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0993+STABILITY: SURFACE MOTION
 PT0993
 PT0993  HISTORY     - Date     Condition        Report By
 PT0993  HISTORY     - 1945     MONUMENTED       USGS
 PT0993  HISTORY     - 1948     GOOD             USGS
 PT0993  HISTORY     - 1982     GOOD             SDDT
 PT0993
 PT0993                          STATION DESCRIPTION
 PT0993
 PT0993'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FXP)
 PT0993'STATION IS ABOUT 7-1/2 MILES NORTHWEST OF OLD STORE AND SCHOOL
 PT0993'AT OKOBOJO, IN THE SE 1/4 SEC. 20, T. 115 N., R. 80 W., ON
 PT0993'THE HIGHEST POINT OF A BLUFF WHICH IS ABOUT 1-1/4 MILES WEST
 PT0993'OF A RURAL SCHOOL.  THE LAND IS OWNED BY SULLY COUNTY.  THE MARK
 PT0993'IS A STANDARD U.S.G.S. BENCH MARK THAT PROJECTS 4 INCHES AND
 PT0993'THE DISK IS STAMPED KNOB 1945.
 PT0993'
 PT0993'REFERENCE MARK NO. 1 IS DESCRIBED BY NOTE 3.  IT IS 13.04 FEET
 PT0993'NORTHEAST OF THE STATION AND THE DISK IS STAMPED KNOB U S G S
 PT0993'NO 1 1948.
 PT0993'
 PT0993'REFERENCE MARK NO. 2 IS DESCRIBED BY NOTE 3.  IT IS 23.04 FEET
 PT0993'NORTHWEST OF THE STATION AND THE DISK IS STAMPED KNOB U S G S
 PT0993'NO 2 1948.
 PT0993'
 PT0993'THE AZIMUTH MARK IS APPROX. 1.3 MILES EAST OF THE STATION,
 PT0993'IN THE SOUTH ANGLE FORMED BY CROSSROADS.  IT IS 33 FEET WEST
 PT0993'OF A DIRT ROAD AND 27.5 FEET SOUTH OF A DIRT ROAD.  THE MARK
 PT0993'IS A STANDARD U.S.G.S. B.M. THAT PROJECTS 4 INCHES AND THE
 PT0993'DISK IS STAMPED 26 W 1946 1895 FT.
 PT0993'
 PT0993'TO REACH FROM THE BRIDGE STORE AT WHITLOCK CROSSING, GO EAST
 PT0993'ON U.S. HIGHWAY 212 FOR 0.1 MILE, BEAR RIGHT ON GRAVEL ROAD 2.3
 PT0993'MILES, KEEP LEFT 2.0 MILES TO DIRT T-ROAD RIGHT, TURN RIGHT
 PT0993'AND PROCEED AS FOLLOWS--1.0 MILE SOUTH, 1.0 MILE WEST, 1.0 MILE
 PT0993'SOUTH, 2.0 MILES WEST, 6.2 MILES SOUTH, 0.1 MILE EAST, 2.2
 PT0993'MILES SOUTH, 2.1 MILES WEST, 8.1 MILES SOUTH, 7.2 MILES WEST
 PT0993'TO CROSSROADS AND THE AZIMUTH MARK ON THE LEFT SOUTH OF A
 PT0993'SCHOOL, CONTINUE STRAIGHT AHEAD WEST 1.05 MILES TO A FENCE,
 PT0993'CONTINUE WEST ACROSS MEADOW 0.15 MILE TO TOP OF RIDGE, TURN
 PT0993'RIGHT AND FOLLOW ALONG TOP OF RIDGE 0.2 MILE TO HIGHEST
 PT0993'POINT AND STATION.
 PT0993'
 PT0993'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0993
 PT0993                          STATION RECOVERY (1982)
 PT0993
 PT0993'RECOVERY NOTE BY SD DEPT OF TRANSP 1982 (DWH)
 PT0993'KNOB 1945 RECOVERED GOOD.
 PT0993'
 PT0993'KNOB RM NO. 1 1948 RECOVERED GOOD.
 PT0993'
 PT0993'KNOB RM NO. 2 1948 RECOVERED GOOD.
 PT0993'
 PT0993'AZI BM 26 W 1946 RECOVERED GOOD.
 PT0993'
 PT0993'DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MI. NORTHWEST
 PT0993'OF OLD STORE AT OKOBOJO.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1004 ***********************************************************************
 PR1004  DESIGNATION -  KNOB
 PR1004  PID         -  PR1004
 PR1004  STATE/COUNTY-  SD/DEUEL
 PR1004  COUNTRY     -  US
 PR1004  USGS QUAD   -  ESTELLINE NE (2017)
 PR1004
 PR1004                         *CURRENT SURVEY CONTROL
 PR1004  ______________________________________________________________________
 PR1004* NAD 83(1996) POSITION- 44 38 36.29589(N) 096 51 17.53169(W)   ADJUSTED
 PR1004* NAVD 88 ORTHO HEIGHT -   575.    (meters)     1886.    (feet) SCALED
 PR1004  ______________________________________________________________________
 PR1004  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 PR1004  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 PR1004  HORZ ORDER      -  SECOND
 PR1004
 PR1004.The horizontal coordinates were established by classical geodetic methods
 PR1004.and adjusted by the National Geodetic Survey in January 1998.
 PR1004
 PR1004.The orthometric height was scaled from a topographic map.
 PR1004
 PR1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1004.GEOID18 height accuracy estimate available here.
 PR1004
 PR1004.Click photographs - Photos may exist for this station.
 PR1004
 PR1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1004
 PR1004. The following values were computed from the NAD 83(1996) position.
 PR1004
 PR1004;                    North         East     Units Scale Factor Converg.
 PR1004;SPC SD N     -    94,864.116   849,445.200   MT  0.99996429   +2 13 33.3
 PR1004;SPC SD N     -   311,233.35  2,786,888.13   sFT  0.99996429   +2 13 33.3
 PR1004;UTM  14      - 4,945,577.892   670,114.996   MT  0.99995588   +1 30 27.8
 PR1004
 PR1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1004!SPC SD N     -   0.99991373  x   0.99996429  =   0.99987802
 PR1004!UTM  14      -   0.99991373  x   0.99995588  =   0.99986961
 PR1004
 PR1004:                Primary Azimuth Mark                     Grid Az
 PR1004:SPC SD N     -  CASTLEWOOD MUNICIPAL TANK                300 21 06.3
 PR1004:UTM  14      -  CASTLEWOOD MUNICIPAL TANK                301 04 11.8
 PR1004
 PR1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7011445577(NAD 83)
 PR1004
 PR1004|---------------------------------------------------------------------|
 PR1004| PID    Reference Object                     Distance      Geod. Az  |
 PR1004|                                                           dddmmss.s |
 PR1004| CO9125 KNOB RM 2                            48.385 METERS 17917     |
 PR1004| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX.16.5 KM 3023439.6 |
 PR1004| CO9124 KNOB RM 1                            26.122 METERS 35937     |
 PR1004|---------------------------------------------------------------------|
 PR1004
 PR1004                          SUPERSEDED SURVEY CONTROL
 PR1004
 PR1004  NAD 83(1986)-  44 38 36.29222(N)    096 51 17.51148(W) AD(       ) 2
 PR1004  NAD 27      -  44 38 36.41865(N)    096 51 16.28601(W) AD(       ) 2
 PR1004
 PR1004.Superseded values are not recommended for survey control.
 PR1004
 PR1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1004.See file dsdata.pdf to determine how the superseded data were derived.
 PR1004
 PR1004_MARKER: DD = SURVEY DISK
 PR1004_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR1004+WITH SETTING: INFORMATION.
 PR1004_STAMPING: ET ROB 1968
 PR1004_MARK LOGO: USGS
 PR1004_PROJECTION: FLUSH
 PR1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1004
 PR1004  HISTORY     - Date     Condition        Report By
 PR1004  HISTORY     - 1968     MONUMENTED       USGS
 PR1004
 PR1004                          STATION DESCRIPTION
 PR1004
 PR1004'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LLA)
 PR1004'STATION IS LOCATED ABOUT 4.5 MI N. AND 2.5 MI E. OF THE
 PR1004'TOWN OF ESTELLINE, ABOUT 5.5 MI S. AND 9.0 MI E. OF THE
 PR1004'TOWN OF CASTLEWOOD, IN THE E. EDGE OF NW 1/4 OF SEC. 32,
 PR1004'T. 114 N., R. 50 W.
 PR1004'
 PR1004'TO REACH THE STATION FROM THE RR. CROSSING AT STATE HWY. 28
 PR1004'AT W. EDGE OF ESTELLINE, GO E. ON STATE HWY. 28, 1.7 MI TO
 PR1004'CROSSROADS, TURN LEFT (N.), GO 5.0 MI N. TO RIGHT ANGLE TURN
 PR1004'TO RIGHT (E.), CONTINUE E. 0.5 MI TO QUARTER LINE FENCE ON
 PR1004'RIGHT (S.), TURN RIGHT (S.) AND GO ALONG FENCE 0.1 MI TO
 PR1004'STATION ON LEFT.
 PR1004'
 PR1004'STATION IS 615.5 FT S. OF E.-W. RD., 2.7 FT W. OF N.-S.
 PR1004'FENCE, 6.0 FT N. OF USGS WITNESS POST AND IS STAMPED ET
 PR1004'KNOB 1968.
 PR1004'
 PR1004'REFERENCE MARK NO. 1 IS N. OF THE STATION, 2.1 FT W. OF N.-S.
 PR1004'FENCE, AND IS STAMPED KNOB NO. 1 1968.
 PR1004'
 PR1004'REFERENCE MARK NO. 2 IS S. OF THE STATION, 2.4 FT W. OF N.-S.
 PR1004'FENCE AND IS STAMPED KNOB NO. 2 1968.
 PR1004'
 PR1004'NO AZIMUTH MARK WAS SET.  STATIONS ET LARRY, USC AND GS TRI.
 PR1004'STA. OLSON 1903, AND ET DOYLE ARE GROUND VISIBLE.  DIRECTION
 PR1004'WAS OBSERVED TO THE CASTLEWOOD MWT.
 PR1004'
 PR1004'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR1004'SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE
 PR1004'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2174 ***********************************************************************
 PU2174  DESIGNATION -  KNODEL
 PU2174  PID         -  PU2174
 PU2174  STATE/COUNTY-  SD/PENNINGTON
 PU2174  COUNTRY     -  US
 PU2174  USGS QUAD   -  HORSE TOOTH (2017)
 PU2174
 PU2174                         *CURRENT SURVEY CONTROL
 PU2174  ______________________________________________________________________
 PU2174* NAD 83(1996) POSITION- 44 11 37.67245(N) 102 03 38.75442(W)   ADJUSTED
 PU2174* NAVD 88 ORTHO HEIGHT -   881.1   (meters)     2891.    (feet) VERTCON3
 PU2174  ______________________________________________________________________
 PU2174  GEOID HEIGHT    -        -19.674 (meters)                     GEOID18
 PU2174  LAPLACE CORR    -         -8.19  (seconds)                    DEFLEC18
 PU2174  HORZ ORDER      -  FIRST
 PU2174
 PU2174.The horizontal coordinates were established by classical geodetic methods
 PU2174.and adjusted by the National Geodetic Survey in January 1998.
 PU2174
 PU2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2174
 PU2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2174.GEOID18 height accuracy estimate available here.
 PU2174
 PU2174.Click photographs - Photos may exist for this station.
 PU2174
 PU2174.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2174
 PU2174. The following values were computed from the NAD 83(1996) position.
 PU2174
 PU2174;                    North         East     Units Scale Factor Converg.
 PU2174;SPC SD S     -   208,123.376   461,916.908   MT  0.99995728   -1 11 30.0
 PU2174;SPC SD S     -   682,818.11  1,515,472.39   sFT  0.99995728   -1 11 30.0
 PU2174;UTM  13      - 4,897,599.555   734,885.186   MT  1.00027858   +2 02 59.4
 PU2174;UTM  14      - 4,897,954.370   255,402.618   MT  1.00033586   -2 08 04.8
 PU2174
 PU2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2174!SPC SD S     -   0.99986495  x   0.99995728  =   0.99982224
 PU2174!UTM  13      -   0.99986495  x   1.00027858  =   1.00014349
 PU2174!UTM  14      -   0.99986495  x   1.00033586  =   1.00020077
 PU2174
 PU2174:                Primary Azimuth Mark                     Grid Az
 PU2174:SPC SD S     -  KNODEL AZ MK                             242 27 13.2
 PU2174:UTM  13      -  KNODEL AZ MK                             239 12 43.8
 PU2174:UTM  14      -  KNODEL AZ MK                             243 23 48.0
 PU2174
 PU2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3488597599(NAD 83)
 PU2174
 PU2174|---------------------------------------------------------------------|
 PU2174| PID    Reference Object                     Distance      Geod. Az  |
 PU2174|                                                           dddmmss.s |
 PU2174| CP9774 KNODEL RM 2                          13.462 METERS 10109     |
 PU2174| CP9772 KNODEL AZ MK                                       2411543.2 |
 PU2174| CP9773 KNODEL RM                            44.213 METERS 35239     |
 PU2174|---------------------------------------------------------------------|
 PU2174
 PU2174                          SUPERSEDED SURVEY CONTROL
 PU2174
 PU2174  NAD 83(1986)-  44 11 37.66469(N)    102 03 38.75623(W) AD(       ) 1
 PU2174  NAD 27      -  44 11 37.71400(N)    102 03 37.20700(W) AD(       ) 1
 PU2174  NGVD 29 (07/19/86)  880.6    (m)         2889.     (f) VERT ANG       
 PU2174
 PU2174.Superseded values are not recommended for survey control.
 PU2174
 PU2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2174.See file dsdata.pdf to determine how the superseded data were derived.
 PU2174
 PU2174_MARKER: DS = TRIANGULATION STATION DISK
 PU2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2174_STAMPING: KNODEL 1924
 PU2174_MARK LOGO: CGS
 PU2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2174+STABILITY: SURFACE MOTION
 PU2174
 PU2174  HISTORY     - Date     Condition        Report By
 PU2174  HISTORY     - 1924     MONUMENTED       CGS
 PU2174  HISTORY     - 1935     GOOD             CGS
 PU2174  HISTORY     - 1950     GOOD             CGS
 PU2174  HISTORY     - 1961     GOOD             CGS
 PU2174
 PU2174                          STATION DESCRIPTION
 PU2174
 PU2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PU2174'STATION KNODEL IS IN PENNINGTON COUNTY ABOUT 15 MILES N AND 3
 PU2174'MILES E OF QUINN.  1/2 MILE E OF THE WHITE SCHOOLHOUSE.  STATION
 PU2174'IS NEAR THE S END OF A LONG FLAT-TOP BUTTE IN PASTURE LAND OWNED
 PU2174'BY GUST KNODEL WHO LIVES IN THE SE CORNER OF THE NW 1/4 SEC.
 PU2174'27, T 3 N, R 17 E.
 PU2174'
 PU2174'STATION MARK IS A STANDARD BRONZE DISK SET IN A 15- BY 18- BY
 PU2174'28-INCH CONCRETE POST.
 PU2174'
 PU2174'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 PU2174'AND IS ABOUT 44 METERS N OF THE STATION.
 PU2174'
 PU2174'THE STATION CAN BE REACHED FROM GRINDSTONE STATION BY FOLLOWING
 PU2174'SECTION LINE W TO ABOUT 3 MILES E OF KNODEL STATION.  SWING S OF
 PU2174'THE HILLS AND W TO KNODELS HOUSE.  FROM QUINN, GO N ON GRADED
 PU2174'ROAD ABOUT 14 MILES THEN E.  A TRUCK CAN BE DRIVEN TO THE STATION
 PU2174'UP THE W SIDE OF THE BUTTE.
 PU2174'
 PU2174'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.35 METERS.
 PU2174
 PU2174                          STATION RECOVERY (1935)
 PU2174
 PU2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2174'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 PU2174'ORIGINAL DESCRIPTION IS STILL GOOD.
 PU2174
 PU2174                          STATION RECOVERY (1950)
 PU2174
 PU2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2174'STATION MARK AND ONE REFERENCE MARK WERE RECOVERED AS DESCRIBED.
 PU2174'AN AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE ESTABLISHED.  A
 PU2174'COMPLETE DESCRIPTION FOLLOWS--
 PU2174'
 PU2174'STATION IS LOCATED ON THE SOUTH END OF A LONG FLAT-TOP BUTTE,
 PU2174'ABOUT 15 MILES NORTH OF QUINN, 0.5 MILE EAST OF A WHITE SCHOOLHOUSE,
 PU2174'AND ON LAND OWNED BY MR. G. WILLUWEIT.
 PU2174'
 PU2174'TO REACH FROM THE MAIN INTERSECTION IN THE CENTER OF QUINN, GO WEST
 PU2174'FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO 12.55 MILES TO A
 PU2174'SCHOOLHOUSE ON LEFT.  CONTINUE NORTH FOR 2.2 MILES TO A T-ROAD.
 PU2174'TURN RIGHT AND GO EAST FOR 2.55 MILES TO A CROSSROAD.  TURN LEFT
 PU2174'AND GO NORTH FOR 0.45 MILE TO A FARM HOUSE ON LEFT.  CONTINUE
 PU2174'NORTH FOR 0.2 MILE TO A WIRE GATE AND AZIMUTH MARK ON RIGHT.
 PU2174'TURN RIGHT THROUGH GATE AND GO NORTHEAST ACROSS FIELD AND UP
 PU2174'WEST SIDE OF RIDGE FOR 0.4 MILE TO STATION.
 PU2174'
 PU2174'STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED KNODEL
 PU2174'1924.
 PU2174'
 PU2174'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2174'KNODEL 1924.
 PU2174'
 PU2174'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2174'KNODEL 1950 NO 2.
 PU2174'
 PU2174'AZIMUTH MARK IS 12 FEET EAST OF A FENCE CORNER, 6 FEET EAST OF A
 PU2174'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 PU2174'PROJECTS 2 INCHES, AND THE DISK IS STAMPED KNODEL 1950.
 PU2174'
 PU2174'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2174'
 PU2174'STATION AND REFERENCE MARK NO. 1 ARE STANDARD DISKS SET IN THE
 PU2174'TOPS OF 12 X 12-INCH CONCRETE POSTS.  REFERENCE MARK NO. 2
 PU2174'AND AZIMUTH MARK ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2174'CONCRETE CYLINDERS.
 PU2174
 PU2174                          STATION RECOVERY (1961)
 PU2174
 PU2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2174'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERNECE
 PU2174'MARK 2 WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD
 PU2174'CONDITION.  A NUMERAL 2 WAS ADDED TO REFERENCE MARK 2 THIS YEAR.
 PU2174'
 PU2174'THE 1950 ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
 PU2174'
 PU2174'THE SELECTED PICTURE POINT IS THE NORTH END OF A NARROW ERODED
 PU2174'CATTLE TRAIL WHICH ASCENDS A STEEP RIDGE ON THE SOUTH SLOPE OF
 PU2174'THE STATION BUTTE.
 PU2174'
 PU2174'THE DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 PU2174'WERE CHECKED AND FOUND TO BE CORRECT.  A SHORTER DISTANCE WAS
 PU2174'FOUND TO REFERENCE MARK 1 AND THE DISTANCE TO REFERENCE MARK 2
 PU2174'WAS FOUND TO CORRESPOND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2183 ***********************************************************************
 PU2183  DESIGNATION -  KNOLL
 PU2183  PID         -  PU2183
 PU2183  STATE/COUNTY-  SD/PENNINGTON
 PU2183  COUNTRY     -  US
 PU2183  USGS QUAD   -  WASTA SE (2017)
 PU2183
 PU2183                         *CURRENT SURVEY CONTROL
 PU2183  ______________________________________________________________________
 PU2183* NAD 83(1996) POSITION- 44 05 05.12558(N) 102 18 56.01997(W)   ADJUSTED
 PU2183* NAVD 88 ORTHO HEIGHT -   880.8   (meters)     2890.    (feet) VERTCON3
 PU2183  ______________________________________________________________________
 PU2183  GEOID HEIGHT    -        -18.820 (meters)                     GEOID18
 PU2183  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC18
 PU2183  HORZ ORDER      -  FIRST
 PU2183
 PU2183.The horizontal coordinates were established by classical geodetic methods
 PU2183.and adjusted by the National Geodetic Survey in January 1998.
 PU2183
 PU2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2183
 PU2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2183.GEOID18 height accuracy estimate available here.
 PU2183
 PU2183.Click photographs - Photos may exist for this station.
 PU2183
 PU2183.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2183
 PU2183. The following values were computed from the NAD 83(1996) position.
 PU2183
 PU2183;                    North         East     Units Scale Factor Converg.
 PU2183;SPC SD S     -   196,466.234   441,264.162   MT  0.99993997   -1 22 02.8
 PU2183;SPC SD S     -   644,572.97  1,447,714.17   sFT  0.99993997   -1 22 02.8
 PU2183;UTM  13      - 4,884,790.765   714,918.507   MT  1.00016812   +1 52 06.0
 PU2183
 PU2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2183!SPC SD S     -   0.99986486  x   0.99993997  =   0.99980484
 PU2183!UTM  13      -   0.99986486  x   1.00016812  =   1.00003296
 PU2183
 PU2183:                Primary Azimuth Mark                     Grid Az
 PU2183:SPC SD S     -  KNOLL AZ MK                              211 24 09.8
 PU2183:UTM  13      -  KNOLL AZ MK                              208 10 01.0
 PU2183
 PU2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1491884790(NAD 83)
 PU2183
 PU2183|---------------------------------------------------------------------|
 PU2183| PID    Reference Object                     Distance      Geod. Az  |
 PU2183|                                                           dddmmss.s |
 PU2183| CP9777 KNOLL RM 2                           17.766 METERS 10803     |
 PU2183| OT0730 WALL MUNICIPAL TANK                 APPROX.11.7 KM 1495208.1 |
 PU2183| CP9778 KNOLL RM 3                            4.624 METERS 19241     |
 PU2183| PU0491 KNOLL AZ MK                                        2100207.0 |
 PU2183| CP9776 KNOLL RM 1                          223.667 METERS 27134     |
 PU2183|---------------------------------------------------------------------|
 PU2183
 PU2183                          SUPERSEDED SURVEY CONTROL
 PU2183
 PU2183  NAD 83(1993)-  44 05 05.11748(N)    102 18 56.02173(W) AD(       ) 1
 PU2183  NAD 83(1986)-  44 05 05.11740(N)    102 18 56.02163(W) AD(       ) 1
 PU2183  NAD 27      -  44 05 05.16400(N)    102 18 54.44300(W) AD(       ) 1
 PU2183  NGVD 29 (07/19/86)  880.3    (m)         2888.     (f) VERT ANG       
 PU2183
 PU2183.Superseded values are not recommended for survey control.
 PU2183
 PU2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2183.See file dsdata.pdf to determine how the superseded data were derived.
 PU2183
 PU2183_MARKER: DS = TRIANGULATION STATION DISK
 PU2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2183_STAMPING: KNOLL 1924
 PU2183_MARK LOGO: CGS
 PU2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2183+STABILITY: SURFACE MOTION
 PU2183
 PU2183  HISTORY     - Date     Condition        Report By
 PU2183  HISTORY     - 1924     MONUMENTED       CGS
 PU2183  HISTORY     - 1935     GOOD             CGS
 PU2183  HISTORY     - 1951     GOOD             CGS
 PU2183  HISTORY     - 1961     GOOD             CGS
 PU2183  HISTORY     - 1961     GOOD             CGS
 PU2183
 PU2183                          STATION DESCRIPTION
 PU2183
 PU2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PU2183'STATION KNOLL IS ABOUT 3-1/2 MILES W AND 6-1/2 MILES N OF
 PU2183'WALL, NEAR THE W SIDE CENTER OF THE SE 1/4 SEC. 33, T 2 N,
 PU2183'R 15 E, ON A PROMINENTROUND TOP KNOLL WHICH IS THE HIGHEST
 PU2183'POINT IN THIS VICINITY E OF THE CHEYENNE RIVER.
 PU2183'
 PU2183'STATION MARK IS A STANDARD BRONZE DISK SET IN A 18- BY 18-
 PU2183'BY 20-INCH CONCRETE POST.
 PU2183'
 PU2183'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 PU2183'AND IS ON THE N AND S QUARTER LINE
 PU2183'W OF THE STATION.
 PU2183'
 PU2183'TO REACH FROM WALL FOLLOW CUSTER HIGHWAY 2 MILES W OF WALL
 PU2183'WHICH WILL BE THE THIRD SECTION LINE COUNTING THE ONE
 PU2183'JUST W OF THE TOWN SITE.  FROM THERE GO N TO SECTION-LINE
 PU2183'ROAD LEADING W ON S SIDE SECTION 33 AND GO W ABOUT 1/4 MILE
 PU2183'TO WIRE GATE LEADING INTO A CULTIVATED FIELD.  GO ROUND THE
 PU2183'W END OF THE CULTIVATED GROUND AND N TO THE STATION.
 PU2183'
 PU2183'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.33 METERS.
 PU2183
 PU2183                          STATION RECOVERY (1935)
 PU2183
 PU2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2183'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 PU2183'DESCRIPTION OF THE MARKS ARE CORRECT.
 PU2183'
 PU2183'TO REACH STATION FROM WALL, GO W 0.4 MILE, N 1 MILE, W 2
 PU2183'MILES, AND N 1 MILE ON U.S. HIGHWAYS 14 AND 16, LEAVE HIGHWAY
 PU2183'AND GO N 4 MILES ON GRADED ROAD, W 1-1/2 MILES TO 1/4 SECTION
 PU2183'LINE, N ALONG 1/4 SECTION LINE ABOUT 1/4 MILE TO REFERENCE
 PU2183'MARK NO. 1, AND E ABOUT 1/8 MILE TO STATION.
 PU2183
 PU2183                          STATION RECOVERY (1951)
 PU2183
 PU2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2183'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AND
 PU2183'FOUND IN GOOD CONDITION.  THE NUMBER 1 WAS STAMPED ON THE
 PU2183'REFERENCE MARK.  AN AZIMUTH MARK AND REFERENCE MARK NO. 2 WAS
 PU2183'SET IN 1950, BUT THE STATION WAS NOT OCCUPIED BY AN OBSERVING
 PU2183'PARTY AT THAT TIME.
 PU2183'
 PU2183'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF WALL,
 PU2183'IN THE SOUTHEAST 1/4 OF SECTION 33, T 2 N, R 15 E, ON THE
 PU2183'CREST OF A PROMINENT KNOLL IN PASTURE LAND, AND 0.25 MILE
 PU2183'NORTH OF A GRADED DIRT ROAD.
 PU2183'
 PU2183'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET IN
 PU2183'WALL WITH U.S. HIGHWAY NO. 14 AND 168 GO WEST AND NORTH ON
 PU2183'THE HIGHWAY FOR 4.35 MILES TO A POINT WHERE THE HIGHWAY BEARS
 PU2183'TO THE LEFT (WEST).  CONTINUE NORTH ON A GRAVELED ROAD FOR
 PU2183'4.15 MILES TO A CROSS ROAD.  THEN LEFT, WEST, ON A GRADED
 PU2183'DIRT ROAD FOR 1.5 MILES TO A SIDE ROAD ON THE LEFT AND A WIRE
 PU2183'GATE AND THE AZIMUTH M ARK ON THE RIGHT AS DESCRIBED.  TURN
 PU2183'RIGHT, NORTH, PASS THROUGH THE GATE AND FOLLOW A NORTH-SOUTH
 PU2183'WIRE FENCE TO THE CREST OF A RIDGE AND REFERENCE MARK NO. 1
 PU2183'AS DESCRIBED.  TURN RIGHT, EAST, FOR 0.15 MILE TO THE CREST
 PU2183'OF THE KNOLL AND THE STATION.
 PU2183'
 PU2183'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PU2183'KNOLL 1924.
 PU2183'
 PU2183'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF A SMALL
 PU2183'KNOLL, AND 1 FOOT EAST OF A WIRE FENCE.  IT IS FLUSH WITH
 PU2183'THE GROUND, AND THE DISK IS STAMPED KNOLL NO 1 1924.
 PU2183'
 PU2183'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE EAST EDGE OF THE
 PU2183'KNOLL.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED KNOLL
 PU2183'NO 2 1924.
 PU2183'
 PU2183'THE AZIMUTH MARK IS 70 FEET NORTHEAST OF THE CENTER OF A
 PU2183'T-INTERSECTION OF GRADED DIRT ROADS, 28 FEET EAST OF A FENCE
 PU2183'CORNER, AND 32 FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD.
 PU2183'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED KNOLL 1924.
 PU2183'
 PU2183'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 PU2183'18-INCH SQUARE CONCRETE POST.  THE AZIMUTH MARK AND REFERENCE
 PU2183'MARK NO. 1 ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2183'CONCRETE POSTS.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET
 PU2183'IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PU2183
 PU2183                          STATION RECOVERY (1961)
 PU2183
 PU2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2183'ALL MARKS WERE FOUND IN GOOD CONDITION.  USED AS INTERSECTION
 PU2183'STATION AND WAS NOT OCCUPIED AT THIS TIME.
 PU2183
 PU2183                          STATION RECOVERY (1961)
 PU2183
 PU2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2183'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 PU2183'GOOD CONDITION.
 PU2183'
 PU2183'REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED THIS YEAR.
 PU2183'
 PU2183'THE STATION MARK IS A STANDARD DISK STAMPED
 PU2183'KNOLL 1924.  THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT,
 PU2183'12 INCHES SQUARE AT THE TOP, PROJECTING 1-INCH ABOVE THE SURFACE
 PU2183'OF THE GROUND.
 PU2183'
 PU2183'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KNOLL
 PU2183'NO 1 1924.  THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT,
 PU2183'12 INCHES SQUARE, FLUSH WITH THE SURFACE OF THE GROUND.
 PU2183'IT IS SITUATED 1.0 FOOT EAST OF A NORTH-SOUTH FENCE, WEST
 PU2183'OF THE STATION AND ACROSS A DEEP SADDLE.
 PU2183'
 PU2183'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KNOLL
 PU2183'NO 2 1924.  IT IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2183'MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 12 INCHES ABOVE THE
 PU2183'SURFACE OF THE GROUND.  THE MARK WAS FORMED IN A CEMENT SACK
 PU2183'WITHOUT A STRONG EARTHEN SUPPORT AND THE MARK NOW LISTS
 PU2183'SHARPLY TO THE SOUTH.
 PU2183'
 PU2183'REFERENCE MARK 3, A STANDARD DISK, IS STAMPED KNOLL
 PU2183'NO 3 1924.  IT IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2183'MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 2 INCHES ABOVE THE
 PU2183'SURFACE OF THE GROUND.  A SLOPE MEASUREMENT WAS MADE TO THE
 PU2183'MARK AND THE DISTANCE COMPUTED TO HORIZONTAL.
 PU2183'
 PU2183'THE AZIMUTH MARK, A STANDARD DISK, STAMPED KNOLL
 PU2183'1924, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT,
 PU2183'12 INCHES IN DIAMETER, PROJECTING 1-INCH ABOVE THE SURFACE
 PU2183'OF THE GROUND.  IT IS 48.0 FEET EAST OF A SOUTHWEST FENCE
 PU2183'CORNER, 34.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 PU2183'ROAD AND 1.3 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 PU2183'IT IS IN THE NORTH RIGHT-OF-WAY FENCE OF THE ROAD.
 PU2183'
 PU2183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14
 PU2183'AND 16 WITH STATE HIGHWAY 16 A, AT THE SOUTH EDGE OF WALL,
 PU2183'DRIVE WEST AND NORTHWEST ON U.S. HIGHWAYS 14 AND 16 FOR 2.85
 PU2183'MILES TO A CROSSROAD.  TURN RIGHT AND DRIVE NORTH FOR 4.55
 PU2183'MILE TO A CROSSROAD.  TURN LEFT AND DRIVE WEST FOR 1.0 MILE
 PU2183'TO A CROSSROAD*.  TURN RIGHT AND DRIVE NORTH FOR 0.5 MILE
 PU2183'TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE,
 PU2183'THENCE DRIVE SOUTHWEST AND WEST ACROSS COUNTRY FOR 0.55 MILE
 PU2183'TO THE SUMMIT OF A PROMINENT KNOLL AND THE STATION.
 PU2183'
 PU2183'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, CONTINUE
 PU2183'WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE MARK IN THE
 PU2183'NORTH RIGHT-OF-WAY FENCE ON THE RIGHT.
 PU2183'
 PU2183'REFERENCE MARK 1 WAS NOT MEASURED TO AT THIS TIME.
 PU2183'
 PU2183'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 PU2183'
 PU2183'THE STATION IS IN THE SE 1/4 OF SEC. 33, T 2 N, R 15 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0491 ***********************************************************************
 PU0491  DESIGNATION -  KNOLL AZ MK
 PU0491  PID         -  PU0491
 PU0491  STATE/COUNTY-  SD/PENNINGTON
 PU0491  COUNTRY     -  US
 PU0491  USGS QUAD   -  WASTA SE (2017)
 PU0491
 PU0491                         *CURRENT SURVEY CONTROL
 PU0491  ______________________________________________________________________
 PU0491* NAD 83(1986) POSITION- 44 04 53.     (N) 102 19 06.     (W)   SCALED
 PU0491* NAVD 88 ORTHO HEIGHT -   848.046 (meters)     2782.30  (feet) ADJUSTED
 PU0491  ______________________________________________________________________
 PU0491  GEOID HEIGHT    -        -18.810 (meters)                     GEOID18
 PU0491  DYNAMIC HEIGHT  -        847.801 (meters)     2781.49  (feet) COMP
 PU0491  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 PU0491
 PU0491  VERT ORDER      -  SECOND    CLASS 0
 PU0491
 PU0491.The horizontal coordinates were scaled from a map and have
 PU0491.an estimated accuracy of +/- 6 seconds.
 PU0491
 PU0491.The orthometric height was determined by differential leveling and
 PU0491.adjusted by the NATIONAL GEODETIC SURVEY
 PU0491.in June 1991.
 PU0491
 PU0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0491.GEOID18 height accuracy estimate available here.
 PU0491
 PU0491.Click photographs - Photos may exist for this station.
 PU0491
 PU0491.The dynamic height is computed by dividing the NAVD 88
 PU0491.geopotential number by the normal gravity value computed on the
 PU0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0491.degrees latitude (g = 980.6199 gals.).
 PU0491
 PU0491.The modeled gravity was interpolated from observed gravity values.
 PU0491
 PU0491;                    North         East    Units  Estimated Accuracy
 PU0491;SPC SD S     -   196,100.      441,030.      MT  (+/- 180 meters Scaled)
 PU0491
 PU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ147844(NAD 83)
 PU0491
 PU0491                          SUPERSEDED SURVEY CONTROL
 PU0491
 PU0491  NGVD 29 (??/??/92)  847.598  (m)         2780.83   (f) ADJ UNCH    2 0
 PU0491
 PU0491.Superseded values are not recommended for survey control.
 PU0491
 PU0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0491.See file dsdata.pdf to determine how the superseded data were derived.
 PU0491
 PU0491_MARKER: DZ = AZIMUTH MARK DISK
 PU0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0491_STAMPING: KNOLL 1924
 PU0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0491+STABILITY: SURFACE MOTION
 PU0491
 PU0491  HISTORY     - Date     Condition        Report By
 PU0491  HISTORY     - 1950     MONUMENTED       CGS
 PU0491  HISTORY     - 1962     GOOD             CGS
 PU0491
 PU0491                          STATION DESCRIPTION
 PU0491
 PU0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0491'9 MI NE FROM WASTA.
 PU0491'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 PU0491'RAILWAY FROM THE STATION AT WASTA, THENCE 1.45 MILES SOUTHEAST
 PU0491'ALONG U.S. HIGHWAY 16, THENCE 0.9 MILE NORTHEAST ALONG A GRADED
 PU0491'DIRT ROAD TO THE RIM OF A BLUFF, THENCE 2.2 MILES EAST ALONG A
 PU0491'GRAVELED ROAD, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, IN
 PU0491'SECTION 33, T 2 N, R 15 E, 57 FEET NORTHEAST OF THE CENTER OF A
 PU0491'ROAD JUNCTION, 47 FEET EAST OF A CORNER FENCE POST, 32 FEET
 PU0491'NORTH OF THE CENTER LINE OF THE ROAD, 8 INCHES NORTH OF A FENCE,
 PU0491'1.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 PU0491'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0491'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1058 ***********************************************************************
 PT1058  DESIGNATION -  KNOX
 PT1058  PID         -  PT1058
 PT1058  STATE/COUNTY-  SD/JONES
 PT1058  COUNTRY     -  US
 PT1058  USGS QUAD   -  CAPA SE (2017)
 PT1058
 PT1058                         *CURRENT SURVEY CONTROL
 PT1058  ______________________________________________________________________
 PT1058* NAD 83(1996) POSITION- 44 05 57.98852(N) 100 46 11.28650(W)   ADJUSTED
 PT1058* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 PT1058  ______________________________________________________________________
 PT1058  GEOID HEIGHT    -        -23.643 (meters)                     GEOID18
 PT1058  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 PT1058  HORZ ORDER      -  SECOND
 PT1058
 PT1058.The horizontal coordinates were established by classical geodetic methods
 PT1058.and adjusted by the National Geodetic Survey in January 1998.
 PT1058
 PT1058.The orthometric height was scaled from a topographic map.
 PT1058
 PT1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1058.GEOID18 height accuracy estimate available here.
 PT1058
 PT1058.Click photographs - Photos may exist for this station.
 PT1058
 PT1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1058
 PT1058. The following values were computed from the NAD 83(1996) position.
 PT1058
 PT1058;                    North         East     Units Scale Factor Converg.
 PT1058;SPC SD S     -   196,295.263   565,053.233   MT  0.99994209   -0 18 04.0
 PT1058;SPC SD S     -   644,012.04  1,853,845.48   sFT  0.99994209   -0 18 04.0
 PT1058;UTM  14      - 4,884,440.404   358,344.173   MT  0.99984680   -1 13 54.6
 PT1058
 PT1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1058!SPC SD S     -   0.99990455  x   0.99994209  =   0.99984665
 PT1058!UTM  14      -   0.99990455  x   0.99984680  =   0.99975136
 PT1058
 PT1058:                Primary Azimuth Mark                     Grid Az
 PT1058:SPC SD S     -  KNOX AZ MK                               027 10 45.9
 PT1058:UTM  14      -  KNOX AZ MK                               028 06 36.5
 PT1058
 PT1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5834484440(NAD 83)
 PT1058
 PT1058|---------------------------------------------------------------------|
 PT1058| PID    Reference Object                     Distance      Geod. Az  |
 PT1058|                                                           dddmmss.s |
 PT1058| CO5780 KNOX AZ MK                                         0265241.9 |
 PT1058| CO5781 KNOX RM 1                            12.256 METERS 16856     |
 PT1058| CO5782 KNOX RM 2                            13.585 METERS 34922     |
 PT1058|---------------------------------------------------------------------|
 PT1058
 PT1058                          SUPERSEDED SURVEY CONTROL
 PT1058
 PT1058  NAD 83(1986)-  44 05 57.98366(N)    100 46 11.28906(W) AD(       ) 2
 PT1058  NAD 27      -  44 05 58.03700(N)    100 46 09.79600(W) AD(       ) 2
 PT1058
 PT1058.Superseded values are not recommended for survey control.
 PT1058
 PT1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1058.See file dsdata.pdf to determine how the superseded data were derived.
 PT1058
 PT1058_MARKER: DS = TRIANGULATION STATION DISK
 PT1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1058_STAMPING: KNOX 1952
 PT1058_MARK LOGO: CGS
 PT1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1058+STABILITY: SURFACE MOTION
 PT1058
 PT1058  HISTORY     - Date     Condition        Report By
 PT1058  HISTORY     - 1952     MONUMENTED       CGS
 PT1058
 PT1058                          STATION DESCRIPTION
 PT1058
 PT1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1058'THE STATION IS IN SECTION 29, T 2 N, R 28 E, 10 MILES EAST
 PT1058'OF CAPA, 4 MILES SOUTH-SOUTHEAST OF VAN METRE, 3 MILES SOUTH OF
 PT1058'THE BAD RIVER, 8 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST,
 PT1058'ON LAND OWNED BY A DR. KNOX AND ON THE HIGHEST HILL IN THE
 PT1058'VICINITY.
 PT1058'
 PT1058'TO REACH THE STATION FROM THE RAILWAY STATION IN CAPA GO NORTH
 PT1058'FOR 0.1 MILE TO A CROSS ROAD, TURN RIGHT (EASTERLY) AND FOLLOW
 PT1058'THE MAIN TRAVELED ROAD FOR 11.3 MILES TO A FORK JUST NORTH OF
 PT1058'A CATTLE GUARD, TURN RIGHT (SOUTHERLY) FOR 0.2 MILE TO A REVERSE
 PT1058'FORK, KEEP RIGHT AND FOLLOW MAIN TRAVELED ROAD SOUTHEAST AND
 PT1058'SOUTH FOR 3.8 MILES TO GATES ON BOTH SIDES OF THE ROAD AND THE
 PT1058'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN RIGHT THROUGH
 PT1058'GATE AND GO SOUTH ALONG WEST SIDE OF FENCE FOR 0.35 MILE,
 PT1058'TURN RIGHT (WEST) ACROSS PASTURE LAND FOR 0.15 MILE TO TOP OF
 PT1058'HILL AND THE STATION AS DESCRIBED.
 PT1058'
 PT1058'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KNOX
 PT1058'1952.
 PT1058'
 PT1058'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1058'KNOX NO 1 1952.
 PT1058'
 PT1058'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1058'KNOX NO 2 1952.
 PT1058'
 PT1058'THE AZIMUTH MARK IS 42 FEET EAST OF THE ROAD, 9 FEET NORTHWEST
 PT1058'OF A WIRE GATE, 6 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST
 PT1058'AND 2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND
 PT1058'THE DISK IS STAMPED KNOX 1952.
 PT1058'
 PT1058'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0964 ***********************************************************************
 PR0964  DESIGNATION -  KNUDSON
 PR0964  PID         -  PR0964
 PR0964  STATE/COUNTY-  SD/BROOKINGS
 PR0964  COUNTRY     -  US
 PR0964  USGS QUAD   -  RUTLAND NW (2017)
 PR0964
 PR0964                         *CURRENT SURVEY CONTROL
 PR0964  ______________________________________________________________________
 PR0964* NAD 83(1996) POSITION- 44 12 47.01426(N) 096 55 49.14762(W)   ADJUSTED
 PR0964* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 PR0964  ______________________________________________________________________
 PR0964  GEOID HEIGHT    -        -25.508 (meters)                     GEOID18
 PR0964  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 PR0964  HORZ ORDER      -  SECOND
 PR0964
 PR0964.The horizontal coordinates were established by classical geodetic methods
 PR0964.and adjusted by the National Geodetic Survey in January 1998.
 PR0964
 PR0964.The orthometric height was scaled from a topographic map.
 PR0964
 PR0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0964.GEOID18 height accuracy estimate available here.
 PR0964
 PR0964.Click photographs - Photos may exist for this station.
 PR0964
 PR0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0964
 PR0964. The following values were computed from the NAD 83(1996) position.
 PR0964
 PR0964;                    North         East     Units Scale Factor Converg.
 PR0964;SPC SD N     -    46,847.375   845,276.985   MT  1.00004522   +2 10 21.1
 PR0964;SPC SD N     -   153,698.43  2,773,212.91   sFT  1.00004522   +2 10 21.1
 PR0964;SPC SD S     -   214,398.134   871,877.446   MT  0.99996072   +2 20 51.3
 PR0964;SPC SD S     -   703,404.54  2,860,484.59   sFT  0.99996072   +2 20 51.3
 PR0964;UTM  14      - 4,897,620.218   665,340.941   MT  0.99993622   +1 26 36.9
 PR0964
 PR0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0964!SPC SD N     -   0.99992164  x   1.00004522  =   0.99996686
 PR0964!SPC SD S     -   0.99992164  x   0.99996072  =   0.99988237
 PR0964!UTM  14      -   0.99992164  x   0.99993622  =   0.99985787
 PR0964
 PR0964:                Primary Azimuth Mark                     Grid Az
 PR0964:SPC SD N     -  KNUDSON AZ MK                            166 25 43.4
 PR0964:SPC SD S     -  KNUDSON AZ MK                            166 15 13.2
 PR0964:UTM  14      -  KNUDSON AZ MK                            167 09 27.6
 PR0964
 PR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6534097620(NAD 83)
 PR0964
 PR0964|---------------------------------------------------------------------|
 PR0964| PID    Reference Object                     Distance      Geod. Az  |
 PR0964|                                                           dddmmss.s |
 PR0964| CO9129 KNUDSON RM 1                         35.302 METERS 03252     |
 PR0964| CO9128 KNUDSON AZ MK                                      1683604.5 |
 PR0964| CO9130 KNUDSON RM 2                         31.474 METERS 32419     |
 PR0964|---------------------------------------------------------------------|
 PR0964
 PR0964                          SUPERSEDED SURVEY CONTROL
 PR0964
 PR0964  NAD 83(1986)-  44 12 47.01383(N)    096 55 49.12435(W) AD(       ) 2
 PR0964  NAD 27      -  44 12 47.12000(N)    096 55 47.91600(W) AD(       ) 2
 PR0964
 PR0964.Superseded values are not recommended for survey control.
 PR0964
 PR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0964.See file dsdata.pdf to determine how the superseded data were derived.
 PR0964
 PR0964_MARKER: DS = TRIANGULATION STATION DISK
 PR0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0964_STAMPING: KNUDSON 1949
 PR0964_MARK LOGO: CGS
 PR0964_PROJECTION: RECESSED 5 CENTIMETERS
 PR0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0964+STABILITY: SURFACE MOTION
 PR0964
 PR0964  HISTORY     - Date     Condition        Report By
 PR0964  HISTORY     - 1949     MONUMENTED       CGS
 PR0964
 PR0964                          STATION DESCRIPTION
 PR0964
 PR0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0964'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BROOKINGS
 PR0964'AND 8 MILES SOUTH OF VOLGA IN A FEED LOT JUST SOUTHWEST OF
 PR0964'FARM BUILDINGS.  STATION IS 110 FEET SOUTH OF FENCE AND 39
 PR0964'FEET EAST OF WITNESS POST AND FENCE.  THE MARK IS ABOUT 2
 PR0964'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED KNUDSON 1949.
 PR0964'
 PR0964'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE.  THE MARK
 PR0964'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KNUDSON NO 1
 PR0964'1949.
 PR0964'
 PR0964'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCE.  THE MARK IS
 PR0964'FLUSH WITH THE GROUND AND THE DISK IS STAMPED KNUDSON NO 2 1949.
 PR0964'
 PR0964'AZIMUTH MARK IS 34 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 PR0964'GRAVEL ROAD, 2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF
 PR0964'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 PR0964'STAMPED KNUDSON 1949.
 PR0964'
 PR0964'TO REACH STATION FROM THE POST OFFICE IN BROOKINGS GO SOUTH
 PR0964'ON U.S. HIGHWAY 77 FOR 3.9 MILES TO WHERE HIGHWAY CURVES
 PR0964'LEFT.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD 0.15 MILE.  TURN
 PR0964'RIGHT AND GO WEST FOR 6.5 MILES TO CROSSROADS.  TURN LEFT
 PR0964'AND GO SOUTH FOR 2.75 MILES TO DRIVEWAY ON RIGHT.  ENTER
 PR0964'DRIVEWAY AND GO SOUTHWESTERLY PASSING THROUGH GATE AT SOUTHEAST
 PR0964'CORNER OF BARN FOR ABOUT 0.1 MILE TO HIGHEST POINT AND STATION
 PR0964'AS DESCRIBED.  TO REACH AZIMUTH FROM DRIVEWAY TO FARM CONTINUE
 PR0964'SOUTH ON GRAVEL ROAD FOR 0.45 MILE TO AZIMUTH MARK ON RIGHT
 PR0964'OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 PR0964'
 PR0964'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0779 ***********************************************************************
 OS0779  DESIGNATION -  KODAK
 OS0779  PID         -  OS0779
 OS0779  STATE/COUNTY-  SD/JACKSON
 OS0779  COUNTRY     -  US
 OS0779  USGS QUAD   -  WANBLEE NE (2017)
 OS0779
 OS0779                         *CURRENT SURVEY CONTROL
 OS0779  ______________________________________________________________________
 OS0779* NAD 83(1996) POSITION- 43 39 40.57717(N) 101 32 07.31459(W)   ADJUSTED
 OS0779* NAVD 88 ORTHO HEIGHT -   812.    (meters)     2664.    (feet) SCALED
 OS0779  ______________________________________________________________________
 OS0779  GEOID HEIGHT    -        -21.321 (meters)                     GEOID18
 OS0779  LAPLACE CORR    -         -8.77  (seconds)                    DEFLEC18
 OS0779  HORZ ORDER      -  FIRST
 OS0779
 OS0779.The horizontal coordinates were established by classical geodetic methods
 OS0779.and adjusted by the National Geodetic Survey in January 1998.
 OS0779
 OS0779.The orthometric height was scaled from a topographic map.
 OS0779
 OS0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0779.GEOID18 height accuracy estimate available here.
 OS0779
 OS0779.Click photographs - Photos may exist for this station.
 OS0779
 OS0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0779
 OS0779. The following values were computed from the NAD 83(1996) position.
 OS0779
 OS0779;                    North         East     Units Scale Factor Converg.
 OS0779;SPC SD S     -   148,223.875   503,055.186   MT  0.99990715   -0 49 45.2
 OS0779;SPC SD S     -   486,297.83  1,650,440.22   sFT  0.99990715   -0 49 45.2
 OS0779;UTM  14      - 4,837,375.818   295,573.257   MT  1.00011405   -1 45 03.6
 OS0779
 OS0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0779!SPC SD S     -   0.99987596  x   0.99990715  =   0.99978312
 OS0779!UTM  14      -   0.99987596  x   1.00011405  =   0.99998999
 OS0779
 OS0779:                Primary Azimuth Mark                     Grid Az
 OS0779:SPC SD S     -  KODAK AZ MK                              001 19 19.1
 OS0779:UTM  14      -  KODAK AZ MK                              002 14 37.5
 OS0779
 OS0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9557337375(NAD 83)
 OS0779
 OS0779|---------------------------------------------------------------------|
 OS0779| PID    Reference Object                     Distance      Geod. Az  |
 OS0779|                                                           dddmmss.s |
 OS0779| CP9779 KODAK AZ MK                                        0002933.9 |
 OS0779| CP9780 KODAK RM 1                           18.837 METERS 03131     |
 OS0779| CP9781 KODAK RM 2                           16.706 METERS 31421     |
 OS0779|---------------------------------------------------------------------|
 OS0779
 OS0779                          SUPERSEDED SURVEY CONTROL
 OS0779
 OS0779  NAD 83(1995)-  43 39 40.57061(N)    101 32 07.31800(W) AD(       ) 1
 OS0779  NAD 83(1986)-  43 39 40.57110(N)    101 32 07.31984(W) AD(       ) 1
 OS0779  NAD 27      -  43 39 40.57770(N)    101 32 05.80160(W) AD(       ) 1
 OS0779
 OS0779.Superseded values are not recommended for survey control.
 OS0779
 OS0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0779.See file dsdata.pdf to determine how the superseded data were derived.
 OS0779
 OS0779_MARKER: DS = TRIANGULATION STATION DISK
 OS0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0779_STAMPING: KODAK 1936
 OS0779_MARK LOGO: CGS
 OS0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0779+STABILITY: SURFACE MOTION
 OS0779
 OS0779  HISTORY     - Date     Condition        Report By
 OS0779  HISTORY     - 1936     MONUMENTED       CGS
 OS0779
 OS0779                          STATION DESCRIPTION
 OS0779
 OS0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0779'STATION IS 12 MILES AIRLINE, AND 14.0 MILES BY ROAD SOUTH OF KADOKA,
 OS0779'1.45 MILES SOUTH OF STATE HIGHWAY 73 FROM POINT WHERE THE HIGHWAY
 OS0779'TURNS EAST, ON A PROMINENT POINT KNOWN AS KODAK POINT, WHICH
 OS0779'OVERLOOKS COTTONWOOD BASIN TO WEST, AND PASS BASIN TO EAST, NEAR
 OS0779'CENTER OF ROAD LOOP MADE BY TOURIST TRAFFIC, ABOUT 50 FEET EAST
 OS0779'OF EAST RIM OF COTTOMWOOD BASIN.  THE MARK PROJECTS 4 INCHES.
 OS0779'
 OS0779'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.  THE MARK PROJECTS 5
 OS0779'INCHES.
 OS0779'
 OS0779'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  THE MARK
 OS0779'PROJECTS 5 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 OS0779'72.94 FEET.
 OS0779'
 OS0779'THE AZIMUTH MARK IS NORTH OF THE STATION, 12 FEET EAST OF
 OS0779'CENTERLINE OF ROAD LEADING SOUTH TO KODAK POINT FROM STATE
 OS0779'HIGHWAY 73.  THE MARK PROJECTS 5 INCHES.
 OS0779'
 OS0779'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 16 AND STATE
 OS0779'HIGHWAY 73, 0.5 MILE WEST OF KADOKA, GO SOUTH ON STATE 73 FOR
 OS0779'12.6 MILES (5.9 MILES SOUTH OF BRIDGE ACROSS WHITE RIVER) TO
 OS0779'POINT WHERE STATE 73 TURNS EAST AND DIRT ROAD CONTINUES SOUTH.
 OS0779'CONTINUE SOUTH AND EAST FOR 0.6 MILES TO T-ROAD SOUTH.  GO SOUTH
 OS0779'FOR 0.85 MILE TO KODAK POINT AND STATION.
 OS0779'
 OS0779'SIGNALS SHOWN FROM THE GROUND AT WETA, DOKA, NANCY, PASS AND WAMBLEE
 OS0779'ARE VISIBLE FROM THE GROUND AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2294 ***********************************************************************
 PU2294  DESIGNATION -  KOTA
 PU2294  PID         -  PU2294
 PU2294  STATE/COUNTY-  SD/MEADE
 PU2294  COUNTRY     -  US
 PU2294  USGS QUAD   -  BEND (2017)
 PU2294
 PU2294                         *CURRENT SURVEY CONTROL
 PU2294  ______________________________________________________________________
 PU2294* NAD 83(1996) POSITION- 44 09 19.30162(N) 103 06 08.43015(W)   ADJUSTED
 PU2294* NAVD 88 ORTHO HEIGHT -   991.    (meters)     3251.    (feet) SCALED
 PU2294  ______________________________________________________________________
 PU2294  GEOID HEIGHT    -        -16.539 (meters)                     GEOID18
 PU2294  LAPLACE CORR    -        -10.84  (seconds)                    DEFLEC18
 PU2294  HORZ ORDER      -  SECOND
 PU2294
 PU2294.The horizontal coordinates were established by classical geodetic methods
 PU2294.and adjusted by the National Geodetic Survey in January 1998.
 PU2294
 PU2294.The orthometric height was scaled from a topographic map.
 PU2294
 PU2294.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2294.GEOID18 height accuracy estimate available here.
 PU2294
 PU2294.Click photographs - Photos may exist for this station.
 PU2294
 PU2294.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2294
 PU2294. The following values were computed from the NAD 83(1996) position.
 PU2294
 PU2294;                    North         East     Units Scale Factor Converg.
 PU2294;SPC SD N     -    40,540.067   351,868.976   MT  1.00006030   -2 11 44.3
 PU2294;SPC SD N     -   133,005.20  1,154,423.47   sFT  1.00006030   -2 11 44.3
 PU2294;SPC SD S     -   206,108.674   378,540.672   MT  0.99995076   -1 54 36.7
 PU2294;SPC SD S     -   676,208.21  1,241,928.85   sFT  0.99995076   -1 54 36.7
 PU2294;UTM  13      - 4,890,879.606   651,746.359   MT  0.99988321   +1 19 19.8
 PU2294
 PU2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2294!SPC SD N     -   0.99984715  x   1.00006030  =   0.99990744
 PU2294!SPC SD S     -   0.99984715  x   0.99995076  =   0.99979792
 PU2294!UTM  13      -   0.99984715  x   0.99988321  =   0.99973038
 PU2294
 PU2294:                Primary Azimuth Mark                     Grid Az
 PU2294:SPC SD N     -  MITCHELL 2                               321 55 12.8
 PU2294:SPC SD S     -  MITCHELL 2                               321 38 05.2
 PU2294:UTM  13      -  MITCHELL 2                               318 24 08.7
 PU2294
 PU2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5174690879(NAD 83)
 PU2294
 PU2294|---------------------------------------------------------------------|
 PU2294| PID    Reference Object                     Distance      Geod. Az  |
 PU2294|                                                           dddmmss.s |
 PU2294| PU2295 RUSHMORE AFB N WATER TANK           APPROX. 1.1 KM 0061852.4 |
 PU2294| CP9782 KOTA RM 1                            27.139 METERS 04725     |
 PU2294| PU2290 ELLSWORTH AF TANK AND BCN           APPROX. 2.4 KM 1260901.1 |
 PU2294| CP9783 KOTA RM 2                            35.098 METERS 29218     |
 PU2294| PU2288 MITCHELL 2                          APPROX. 1.3 KM 3194328.5 |
 PU2294| PU2293 RUSHMORE AFB S WATER TANK           APPROX. 0.9 KM 3583716.8 |
 PU2294|---------------------------------------------------------------------|
 PU2294
 PU2294                          SUPERSEDED SURVEY CONTROL
 PU2294
 PU2294  NAD 83(1993)-  44 09 19.29303(N)    103 06 08.43264(W) AD(       ) 2
 PU2294  NAD 83(1986)-  44 09 19.29225(N)    103 06 08.43659(W) AD(       ) 2
 PU2294  NAD 27      -  44 09 19.33620(N)    103 06 06.79290(W) AD(       ) 2
 PU2294
 PU2294.Superseded values are not recommended for survey control.
 PU2294
 PU2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2294.See file dsdata.pdf to determine how the superseded data were derived.
 PU2294
 PU2294_MARKER: DS = TRIANGULATION STATION DISK
 PU2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2294_STAMPING: KOTA 1961
 PU2294_MARK LOGO: CGS
 PU2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2294+STABILITY: SURFACE MOTION
 PU2294
 PU2294  HISTORY     - Date     Condition        Report By
 PU2294  HISTORY     - 1961     MONUMENTED       CGS
 PU2294  HISTORY     - 1964     GOOD             CGS
 PU2294  HISTORY     - 1982     GOOD             DMA
 PU2294
 PU2294                          STATION DESCRIPTION
 PU2294
 PU2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2294'THE STATION IS ON THE ELLSWORTH AIR FORCE BASE AND JUST
 PU2294'NORTHEAST OF THE HANGAR AREA.  IT IS 207 FEET EAST OF THE EAST
 PU2294'CORNER OF A HANGAR, 149 FEET SOUTH OF THE CENTER OF A ROAD
 PU2294'AND 4.8 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 PU2294'0.3 FOOT AND THE DISK IS STAMPED KOTA 1961.
 PU2294'
 PU2294'TO REACH THE STATION FROM THE CORNER OF AVENUE B-WEST AND
 PU2294'SECOND STREET ON THE ELLSWORTH AIR FORCE BASE, GO NORTH
 PU2294'FOR 0.3 MILE TO CENTER DRIVE, TURN LEFT ON CENTER DRIVE FOR
 PU2294'0.15 MILE TO AVENUE A-WEST, TURN RIGHT ON AVENUE A-WEST FOR
 PU2294'0.25 MILE TO A GUARD GATE.  PASS THROUGH AND CONTINUE AHEAD
 PU2294'FOR 0.15 MILE, TURN LEFT FOR 0.1 MILE, TURN RIGHT AND GO
 PU2294'0.3 MILE TO THE STATION ON THE LEFT ON A SMALL KNOLL.
 PU2294'
 PU2294'REFERENCE MARK 1 IS 63 FEET SOUTH OF THE CENTER OF THE ROAD
 PU2294'AND 2.3 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 PU2294'0.2 FOOT AND THE DISK IS STAMPED KOTA NO 1 1961.
 PU2294'
 PU2294'REFERENCE MARK 2 IS 92 FEET EAST OF THE EAST EDGE OF THE HANGAR
 PU2294'AND 1.1 FEET NORTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 PU2294'0.1 FOOT AND THE DISK IS STAMPED KOTA NO 2 1961.
 PU2294'
 PU2294'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 172.89 FEET.
 PU2294'
 PU2294'HEIGHT OF LIGHT ABOVE STATION MARK 26.16 METERS.
 PU2294
 PU2294                          STATION RECOVERY (1964)
 PU2294
 PU2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PU2294'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 PU2294'AS DESCRIBED.
 PU2294
 PU2294                          STATION RECOVERY (1982)
 PU2294
 PU2294'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (DDH)
 PU2294'KOTA 1961 RECOVERED GOOD.
 PU2294'
 PU2294'NOTE--SEE RECOVERY NOTE DATED 7 OCT. 1977 AS REPORTED BY MSGT GEROLD
 PU2294'R. ABRAHAM FOR TO REACH AND CONDITION OF REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1015 ***********************************************************************
 PR1015  DESIGNATION -  KRANZBURG CATH CH SPIRE
 PR1015  PID         -  PR1015
 PR1015  STATE/COUNTY-  SD/CODINGTON
 PR1015  COUNTRY     -  US
 PR1015  USGS QUAD   -  KRANZBURG (2017)
 PR1015
 PR1015                         *CURRENT SURVEY CONTROL
 PR1015  ______________________________________________________________________
 PR1015* NAD 83(1996) POSITION- 44 53 34.95370(N) 096 55 03.96819(W)   ADJUSTED
 PR1015  ______________________________________________________________________
 PR1015  GEOID HEIGHT    -        -25.181 (meters)                     GEOID18
 PR1015  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 PR1015  HORZ ORDER      -  THIRD
 PR1015
 PR1015.The horizontal coordinates were established by classical geodetic methods
 PR1015.and adjusted by the National Geodetic Survey in January 1998.
 PR1015
 PR1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1015.GEOID18 height accuracy estimate available here.
 PR1015
 PR1015.Click photographs - Photos may exist for this station.
 PR1015
 PR1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1015
 PR1015. The following values were computed from the NAD 83(1996) position.
 PR1015
 PR1015;                    North         East     Units Scale Factor Converg.
 PR1015;SPC SD N     -   122,391.194   843,403.166   MT  0.99994290   +2 10 53.1
 PR1015;SPC SD N     -   401,545.11  2,767,065.22   sFT  0.99994290   +2 10 53.1
 PR1015;UTM  14      - 4,973,177.985   664,416.887   MT  0.99993242   +1 28 11.8
 PR1015
 PR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6441673177(NAD 83)
 PR1015
 PR1015                          SUPERSEDED SURVEY CONTROL
 PR1015
 PR1015  NAD 83(1986)-  44 53 34.95077(N)    096 55 03.95213(W) AD(       ) 3
 PR1015  NAD 27      -  44 53 35.07700(N)    096 55 02.70400(W) AD(       ) 3
 PR1015  USSD        -  44 53 35.24300(N)    096 55 03.16200(W) AD(       ) 3
 PR1015
 PR1015.Superseded values are not recommended for survey control.
 PR1015
 PR1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1015.See file dsdata.pdf to determine how the superseded data were derived.
 PR1015
 PR1015_MARKER: 90 = CHURCH SPIRE
 PR1015
 PR1015  HISTORY     - Date     Condition        Report By
 PR1015  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR1015  HISTORY     - 1935     GOOD             CGS
 PR1015  HISTORY     - 1935     GOOD             CGS
 PR1015  HISTORY     - 1935     GOOD             CGS
 PR1015
 PR1015                          STATION DESCRIPTION
 PR1015
 PR1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR1015'BUILDING AND SPIRE ARE THE SAME AS IN 1903.
 PR1015
 PR1015                          STATION RECOVERY (1935)
 PR1015
 PR1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR1015'THIS STATION IS THE BASE OF THE CROSS ON TOP OF THE HOLY
 PR1015'ROSARY CATHOLIC CHURCH IN KRANZBURG.  THE CHURCH IS A YELLOW
 PR1015'BRICK STRUCTURE WITH A SPIRE OVER THE W END WITH AN ENTRANCE
 PR1015'DIRECTLY UNDERNEATH THE SPIRE.  THE SPIRE IS OCTAGONAL IN
 PR1015'SHAPE WITH A SHINGLED ROOF SURMOUNTED BY A GOLD CROSS.  AT THE
 PR1015'BASE OF THE SPIRE THERE IS A GOTHIC ARCH WINDOW AND A SMALL
 PR1015'CROSS ON EACH OF THE SIDES.  THE SPIRE IS ABOUT 75 FEET HIGH
 PR1015'AND WAS ERECTED IN 1898.
 PR1015'
 PR1015'THE CHURCH IS LOCATED IN THE NE PART OF TOWN AND IS VERY
 PR1015'PROMINENT.
 PR1015'
 PR1015'THIS IS THE SAME SPIRE CALLED KRANZBURG CATHOLIC CHURCH WHEN
 PR1015'IT WAS OBSERVED IN 1903.
 PR1015'
 PR1015'THIS STATION WAS OBSERVED FROM FRANKLIN-1903, ELFRING-1903,
 PR1015'AND SHERIDAN.
 PR1015
 PR1015                          STATION RECOVERY (1935)
 PR1015
 PR1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR1015'POINT OBSERVED UPON IS THE TIP OF THE 75-FOOT SPIRE, WITH CROSS
 PR1015'ON TOP, OF THE CATHOLIC CHURCH IN KRANZBURG, S. DAK., LOCATED
 PR1015'ABOUT 250 FEET SE OF THE SE CORNER OF THE CEMETERY, AND
 PR1015'ERECTED IN 1898.
 PR1015'
 PR1015'OBSERVED FROM STATION FRANKLIN 1903-1935, GOODWIN, MOUND
 PR1015'1903-1935, AND TROY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0846 ***********************************************************************
 OR0846  DESIGNATION -  KROTZ
 OR0846  PID         -  OR0846
 OR0846  STATE/COUNTY-  SD/BRULE
 OR0846  COUNTRY     -  US
 OR0846  USGS QUAD   -  PUKWANA (2017)
 OR0846
 OR0846                         *CURRENT SURVEY CONTROL
 OR0846  ______________________________________________________________________
 OR0846* NAD 83(1996) POSITION- 43 51 51.23596(N) 099 10 04.82543(W)   ADJUSTED
 OR0846* NAVD 88 ORTHO HEIGHT -   554.84  (+/-2cm)     1820.3   (feet) VERTCON3
 OR0846  ______________________________________________________________________
 OR0846  GEOID HEIGHT    -        -25.448 (meters)                     GEOID18
 OR0846  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 OR0846  HORZ ORDER      -  FIRST
 OR0846  VERT ORDER      -  THIRD ? (See Below)
 OR0846
 OR0846.The horizontal coordinates were established by classical geodetic methods
 OR0846.and adjusted by the National Geodetic Survey in January 1998.
 OR0846
 OR0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0846
 OR0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0846.GEOID18 height accuracy estimate available here.
 OR0846
 OR0846.The vertical order pertains to the NGVD 29 superseded value.
 OR0846
 OR0846.Click photographs - Photos may exist for this station.
 OR0846
 OR0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0846
 OR0846. The following values were computed from the NAD 83(1996) position.
 OR0846
 OR0846;                    North         East     Units Scale Factor Converg.
 OR0846;SPC SD S     -   170,727.936   693,668.317   MT  0.99991606   +0 48 14.0
 OR0846;SPC SD S     -   560,129.90  2,275,810.14   sFT  0.99991606   +0 48 14.0
 OR0846;UTM  14      - 4,856,807.307   486,499.505   MT  0.99960224   -0 06 59.1
 OR0846
 OR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0846!SPC SD S     -   0.99991699  x   0.99991606  =   0.99983306
 OR0846!UTM  14      -   0.99991699  x   0.99960224  =   0.99951927
 OR0846
 OR0846:                Primary Azimuth Mark                     Grid Az
 OR0846:SPC SD S     -  KROTZ AZ MK                              175 40 52.9
 OR0846:UTM  14      -  KROTZ AZ MK                              176 36 06.0
 OR0846
 OR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8649956807(NAD 83)
 OR0846
 OR0846|---------------------------------------------------------------------|
 OR0846| PID    Reference Object                     Distance      Geod. Az  |
 OR0846|                                                           dddmmss.s |
 OR0846| CO3876 KROTZ RM 1                           68.323 METERS 09151     |
 OR0846| OR0839 KIMBALL ST MARGARETS CATH CH        APPROX.21.4 KM 1282834.2 |
 OR0846| CO3875 KROTZ AZ MK                                        1762906.9 |
 OR0846| CO3877 KROTZ RM 2                           57.427 METERS 31551     |
 OR0846|---------------------------------------------------------------------|
 OR0846
 OR0846                          SUPERSEDED SURVEY CONTROL
 OR0846
 OR0846  NAD 83(1986)-  43 51 51.23512(N)    099 10 04.83156(W) AD(       ) 1
 OR0846  NAD 27      -  43 51 51.25100(N)    099 10 03.47600(W) AD(       ) 1
 OR0846  NGVD 29             554.49   (m)         1819.2    (f) LEVELING    3  
 OR0846
 OR0846.Superseded values are not recommended for survey control.
 OR0846
 OR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0846.See file dsdata.pdf to determine how the superseded data were derived.
 OR0846
 OR0846_MARKER: DS = TRIANGULATION STATION DISK
 OR0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0846_STAMPING: KROTZ 1924
 OR0846_MARK LOGO: CGS
 OR0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0846+STABILITY: SURFACE MOTION
 OR0846
 OR0846  HISTORY     - Date     Condition        Report By
 OR0846  HISTORY     - 1924     MONUMENTED       CGS
 OR0846  HISTORY     - 1934     GOOD             CGS
 OR0846  HISTORY     - 1935     GOOD             SDGS
 OR0846  HISTORY     - 1948     GOOD             CGS
 OR0846  HISTORY     - 1951     GOOD             USGS
 OR0846
 OR0846                          STATION DESCRIPTION
 OR0846
 OR0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0846'STATION IS 5-1/4 MILES N AND 1 MILE E OF THE TOWN OF PUKWANA,
 OR0846'IN THE SE 1/4 OF SEC. 25, T 105 N, R 70 W, ABOUT 85 METERS
 OR0846'W OF THE E SECTION LINE AND 250 METERS N OF THE S SECTION LINE
 OR0846'ON A FLAT TOP RIDGE IN A GRASS FIELD OWNED BY WILLIAM KROTZ.
 OR0846'IT IS ABOUT 1/4 MILE S OF THE KROTZ FARMHOUSE.  ROAD ON E AND S
 OR0846'SECTION LINES.
 OR0846'
 OR0846'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0846'DISKS SET IN CONCRETE.
 OR0846'
 OR0846'REFERENCE MARK IS E, JUST INSIDE FENCE ON RIGHT-OF-WAY OF
 OR0846'HIGHWAY.
 OR0846'
 OR0846'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.23 METERS.
 OR0846
 OR0846                          STATION RECOVERY (1934)
 OR0846
 OR0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0846'STATION IS LOCATED IN THE SE 1/4 OF SEC. 25, T 105 N, R 70 W,
 OR0846'ABOUT 5-1/4 MILES N AND ONE MILE E OF PUKWANA, WEST POINT
 OR0846'TOWNSHIP, ON LAND OWNED BY THE MARTIN REAL ESTATE COMPANY.
 OR0846'
 OR0846'STATION MARK, STAMPED KROTZ 1924, IS LOCATED 155 FEET S OF E-W
 OR0846'FENCE LINE, 225 FEET W OF N-S FENCE LINE ON TOP OF SMALL RISE
 OR0846'IN FIELD.  MARK RECOVERED IN GOOD CONDITION.
 OR0846'
 OR0846'A NEW REFERENCE AND AZIMUTH MARKS WERE ESTABLISHED.
 OR0846'
 OR0846'REFERENCE MARK IS 38 FEET W OF CENTER LINE OF N-S ROAD IN N-S
 OR0846'FENCE LINE, 224.16 FEET E OF STATION.
 OR0846'
 OR0846'REFERENCE MARK NO. 2, A STANDARD DISK, IS IN E-W FENCE LINE,
 OR0846'188.41 FEET NW OF STATION.
 OR0846'
 OR0846'AZIMUTH MARK, A STANDARD DISK, IS 0.7 MILE S OF STATION, 20
 OR0846'FEET E OF CENTER LINE OF DIM N-S DIRT ROAD IN N-S FENCE LINE.
 OR0846'REACHED FROM STATION BY GOING 0.95 MILE S FROM MR. MARTINS YARD
 OR0846'ON ROAD LEADING TO STATION AND DIM DIRT ROAD ON LEFT.
 OR0846'
 OR0846'STATION IS REACHED FROM THE POINT WHERE U.S. HIGHWAY 16 MAKES
 OR0846'A RIGHT ANGLE BEND TO THE W, AT THE S EDGE OF PUKWANA WNAX
 OR0846'SERVICE STATION BY GOING STRAIGHT N ON GRAVEL ROAD FOR 6 MILES
 OR0846'TO CROSSROADS.  TURN RIGHT AND GO 1 MILE AND THEN TURN LEFT (N)
 OR0846'AT T-ROAD.  GO N FOR 0.4 MILE TO MR. MARTINS YARD.  TURN LEFT
 OR0846'(S) AND FOLLOW ALONG W SIDE OF FENCE LINE FOR 1/4 MILE, TURN
 OR0846'RIGHT (W) IN OPEN FIELD AND GO 225 FEET TO STATION.
 OR0846
 OR0846                          STATION RECOVERY (1935)
 OR0846
 OR0846'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1935
 OR0846'THE DESCRIPTION OF THE STATION WAS FOUND TO BE CORRECT, EXCEPT
 OR0846'THAT THE STATION IS ABOUT 140 FEET, INSTEAD OF 155 FEET S OF
 OR0846'E-W FENCE LINE.
 OR0846'
 OR0846'REFERENCE MARK NO. 1 IS IN N-S FENCE LINE, 150 FEET S OF E-W
 OR0846'FENCE, AND 224.16 FEET E OF STATION.
 OR0846'
 OR0846'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 OR0846'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND, 357 FEET W OF
 OR0846'N-S FENCE, 3 FEET S OF E-W FENCE, AND 188.41 FEET NW OF STATION.
 OR0846'
 OR0846'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE POST
 OR0846'AT N-S FENCE LINE, 18 FEET E OF A FAINT PRAIRIE TRAIL, ABOUT
 OR0846'3/4 MILE S OF STATION, AND PROJECTS ABOUT 3 INCHES ABOVE THE
 OR0846'GROUND.
 OR0846'
 OR0846'THE DESCRIPTION OF THE ROUTE BY WHICH TO REACH THE STATION
 OR0846'IS CORRECT.
 OR0846
 OR0846                          STATION RECOVERY (1948)
 OR0846
 OR0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0846'THE STATION MARK AND THE AZIMUTH MARK AND
 OR0846'REFERENCE MARKS WERE FOUND AS DESCRIBED AND WERE
 OR0846'IN GOOD CONDITION.  AS THERE WERE A FEW CHANGES IN THE POINTS
 OR0846'OF REFERENCE A NEW DESCRIPTION FOLLOWS.
 OR0846'
 OR0846'LOCATED ABOUT 5-1/2 MILES NORTH AND 1 MILE WEST OF PUKWANA,
 OR0846'WESTPOINT TOWNSHIP, IN THE SOUTHEAST QUARTER OF SEC. 25, T. 105
 OR0846'N., R. 70 W. ON LAND OWNED BY MR. MARTIN AND LEASED BY A SON
 OR0846'MR. WILLARD MARTIN.  IT IS ON A SMALL RAISE IN A FIELD ABOUT
 OR0846'225 FEET WEST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE AND ABOUT
 OR0846'1/4 MILE SOUTH OF THE FARMHOUSE.  THE EAST-WEST FENCE LINE
 OR0846'MENTIONED IN PREVIOUS DESCRIPTIONS HAS BEEN REMOVED.  THE MARK
 OR0846'IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED KROTZ 1924.
 OR0846'
 OR0846'REFERENCE MARK (1924) IS 68.323 METERS OR 224.16 FEET EAST
 OR0846'OF THE STATION, 38 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 OR0846'IN THE NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2
 OR0846'INCHES AND THE DISC IS STAMPED KROTZ 1924.
 OR0846'
 OR0846'REFERENCE MARK NO. 2 IS 57.427 METERS OR 188.41 FEET NORTHWEST
 OR0846'OF THE STATION, BETWEEN TWO FIELDS AND ABOUT 357 FEET WEST
 OR0846'OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 OR0846'ABOUT 3 INCHES AND THE DISC IS STAMPED KROTZ NO 2 1924.
 OR0846'
 OR0846'AZIMUTH MARK IS APPROXIMATELY 0.85 MILES SOUTH OF THE STATION,
 OR0846'ABOUT 20 FEET EAST OF A TRACK ROAD THAT FOLLOWS THE SECTION
 OR0846'LINE SOUTH, AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 OR0846'ABOUT 4 INCHES AND THE DISC IS STAMPED KROTZ 1924.  THE DISC
 OR0846'IS A STANDARD REFERENCE MARK DISC.
 OR0846'
 OR0846'STATION WAS REACHED FROM THE ROAD INTERSECTION AT THE EAST EDGE
 OR0846'OF PUKWANA (U.S. HIGHWAY 16 AND NORTH-SOUTH GRAVELED ROAD) BY
 OR0846'GOING NORTH ON GRAVELED FOR 6.2 MILES TO A CROSSROADS.
 OR0846'TURN RIGHT OR EAST FOR 1 MILE, THENCE LEFT OR NORTH FOR 0.2
 OR0846'MILE.  THE STATION SITE IS ON THE LOW RAISE JUST WEST OF HERE.
 OR0846'BY CONTINUING NORTH FOR 0.2 MILE TO MR. MARTINS HOUSE ON THE
 OR0846'LEFT, PERMISSION MAY BE GRANTED TO DRIVE TO THE STATION.
 OR0846'
 OR0846'AZIMUTH MARK MAY BE REACHED FROM MR. MARTINS HOUSE BY GOING
 OR0846'SOUTH FOR 1.05 MILES TO THE MARK ON THE LEFT NEAR THE SUMMIT
 OR0846'OF A RAISE OF GROUND.
 OR0846'
 OR0846'OBSERVATIONS FROM A 37 FOOT STEEL TOWER, ELEVATION NEEDED
 OR0846'TO OBSERVE GOOSE 1924.
 OR0846
 OR0846                          STATION RECOVERY (1951)
 OR0846
 OR0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 OR0846'STATION FOUND IN GOOD CONDITION.  ADD TO DESCRIPTION--820 FEET
 OR0846'NORTH AND 262 FEET WEST OF T-ROAD NORTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1760 ***********************************************************************
 PU1760  DESIGNATION -  KUDLOCK
 PU1760  PID         -  PU1760
 PU1760  STATE/COUNTY-  SD/BUTTE
 PU1760  COUNTRY     -  US
 PU1760  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1760
 PU1760                         *CURRENT SURVEY CONTROL
 PU1760  ______________________________________________________________________
 PU1760* NAD 83(1986) POSITION- 44 43 39.     (N) 103 51 06.     (W)   SCALED
 PU1760* NAVD 88 ORTHO HEIGHT -   964.886 (meters)     3165.63  (feet) ADJUSTED
 PU1760  ______________________________________________________________________
 PU1760  GEOID HEIGHT    -        -15.457 (meters)                     GEOID18
 PU1760  DYNAMIC HEIGHT  -        964.622 (meters)     3164.76  (feet) COMP
 PU1760  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1760
 PU1760  VERT ORDER      -  FIRST     CLASS II
 PU1760
 PU1760.The horizontal coordinates were scaled from a map and have
 PU1760.an estimated accuracy of +/- 6 seconds.
 PU1760
 PU1760.The orthometric height was determined by differential leveling and
 PU1760.adjusted by the NATIONAL GEODETIC SURVEY
 PU1760.in April 2000.
 PU1760
 PU1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1760.GEOID18 height accuracy estimate available here.
 PU1760
 PU1760.Click photographs - Photos may exist for this station.
 PU1760
 PU1760.The dynamic height is computed by dividing the NAVD 88
 PU1760.geopotential number by the normal gravity value computed on the
 PU1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1760.degrees latitude (g = 980.6199 gals.).
 PU1760
 PU1760.The modeled gravity was interpolated from observed gravity values.
 PU1760
 PU1760;                    North         East    Units  Estimated Accuracy
 PU1760;SPC SD N     -   106,620.      295,000.      MT  (+/- 180 meters Scaled)
 PU1760
 PU1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909533(NAD 83)
 PU1760
 PU1760                          SUPERSEDED SURVEY CONTROL
 PU1760
 PU1760  NAVD 88 (06/15/91)  964.834  (m)         3165.46   (f) SUPERSEDED  1 2
 PU1760  NGVD 29 (??/??/92)  964.351  (m)         3163.87   (f) ADJ UNCH    1 2
 PU1760
 PU1760.Superseded values are not recommended for survey control.
 PU1760
 PU1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1760.See file dsdata.pdf to determine how the superseded data were derived.
 PU1760
 PU1760_MARKER: DS = TRIANGULATION STATION DISK
 PU1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1760_STAMPING: KUDLOCK 1962
 PU1760_MARK LOGO: CGS
 PU1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1760+STABILITY: SURFACE MOTION
 PU1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1760+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1760
 PU1760  HISTORY     - Date     Condition        Report By
 PU1760  HISTORY     - 1962     MONUMENTED       CGS
 PU1760  HISTORY     - 19980920 GOOD             NGS
 PU1760
 PU1760                          STATION DESCRIPTION
 PU1760
 PU1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1760'4 MI N FROM BELLE FOURCHE.
 PU1760'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1760'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 23,
 PU1760'T 9 N, R 2 E, 300 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1760'23 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 4 FEET NORTH OF
 PU1760'A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND THE PRIVATE ROAD, AND
 PU1760'SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 PU1760
 PU1760                          STATION RECOVERY (1998)
 PU1760
 PU1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1760'5.2 KM (3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1760'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.2 KM (0.10 MI) EASTERLY
 PU1760'ALONG A PAVED ROAD LEADING TO THE KUDLOCK RANCH, 62.2 M (204.1 FT)
 PU1760'EAST OF A UTILITY POLE, 9.7 M (31.8 FT) SOUTHWEST OF THE ROAD CENTER,
 PU1760'9.7 M (31.8 FT) NORTHWEST OF REFERENCE MARK 1, 9.0 M (29.5 FT) EAST OF
 PU1760'REFERENCE MARK 2, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 PU1760'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 PU1760'MONUMENT IS ON PROPERTY OWNED BY KUDLOCK RANCH, HC 64, BOX 34, BELLE
 PU1760'FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1759 ***********************************************************************
 PU1759  DESIGNATION -  KUDLOCK RM 1
 PU1759  PID         -  PU1759
 PU1759  STATE/COUNTY-  SD/BUTTE
 PU1759  COUNTRY     -  US
 PU1759  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1759
 PU1759                         *CURRENT SURVEY CONTROL
 PU1759  ______________________________________________________________________
 PU1759* NAD 83(1986) POSITION- 44 43 39.     (N) 103 51 06.     (W)   SCALED
 PU1759* NAVD 88 ORTHO HEIGHT -   963.894 (meters)     3162.38  (feet) ADJUSTED
 PU1759  ______________________________________________________________________
 PU1759  GEOID HEIGHT    -        -15.457 (meters)                     GEOID18
 PU1759  DYNAMIC HEIGHT  -        963.631 (meters)     3161.51  (feet) COMP
 PU1759  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1759
 PU1759  VERT ORDER      -  FIRST     CLASS II
 PU1759
 PU1759.The horizontal coordinates were scaled from a map and have
 PU1759.an estimated accuracy of +/- 6 seconds.
 PU1759
 PU1759.The orthometric height was determined by differential leveling and
 PU1759.adjusted by the NATIONAL GEODETIC SURVEY
 PU1759.in April 2000.
 PU1759
 PU1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1759.GEOID18 height accuracy estimate available here.
 PU1759
 PU1759.Click photographs - Photos may exist for this station.
 PU1759
 PU1759.The dynamic height is computed by dividing the NAVD 88
 PU1759.geopotential number by the normal gravity value computed on the
 PU1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1759.degrees latitude (g = 980.6199 gals.).
 PU1759
 PU1759.The modeled gravity was interpolated from observed gravity values.
 PU1759
 PU1759;                    North         East    Units  Estimated Accuracy
 PU1759;SPC SD N     -   106,620.      295,000.      MT  (+/- 180 meters Scaled)
 PU1759
 PU1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909533(NAD 83)
 PU1759
 PU1759                          SUPERSEDED SURVEY CONTROL
 PU1759
 PU1759  NAVD 88 (06/15/91)  963.877  (m)         3162.32   (f) SUPERSEDED  1 2
 PU1759  NGVD 29 (??/??/92)  963.394  (m)         3160.74   (f) ADJ UNCH    1 2
 PU1759
 PU1759.Superseded values are not recommended for survey control.
 PU1759
 PU1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1759.See file dsdata.pdf to determine how the superseded data were derived.
 PU1759
 PU1759_MARKER: DR = REFERENCE MARK DISK
 PU1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1759_STAMPING: KUDLOCK NO 1 1962
 PU1759_MARK LOGO: CGS
 PU1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1759+STABILITY: SURFACE MOTION
 PU1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1759+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1759
 PU1759  HISTORY     - Date     Condition        Report By
 PU1759  HISTORY     - 1962     MONUMENTED       CGS
 PU1759  HISTORY     - 19980920 GOOD             NGS
 PU1759
 PU1759                          STATION DESCRIPTION
 PU1759
 PU1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1759'4 MI N FROM BELLE FOURCHE.
 PU1759'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1759'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 23,
 PU1759'T 9 N, R 2 E, 332 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1759'26 FEET SOUTH OF A PRIVATE ROAD, 1/2 FOOT NORTH OF A FENCE, 31.9
 PU1759'FEET EAST OF KUDLOCK 1962, ABOUT LEVEL WITH THE PRIVATE ROAD, AND
 PU1759'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU1759
 PU1759                          STATION RECOVERY (1998)
 PU1759
 PU1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1759'5.2 KM (3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1759'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.2 KM (0.10 MI) EASTERLY
 PU1759'ALONG A PAVED ROAD LEADING TO THE KUDLOCK RANCH, 71.9 M (235.9 FT)
 PU1759'EAST OF A UTILITY POLE, 9.7 M (31.8 FT) SOUTHWEST OF THE ROAD CENTER,
 PU1759'9.7 M (31.8 FT) EAST OF THE STATION MARK, 0.3 M (1.0 FT) ABOVE THE
 PU1759'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1759'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY KUDLOCK
 PU1759'RANCH, HC 64, BOX 34, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1761 ***********************************************************************
 PU1761  DESIGNATION -  KUDLOCK RM 2
 PU1761  PID         -  PU1761
 PU1761  STATE/COUNTY-  SD/BUTTE
 PU1761  COUNTRY     -  US
 PU1761  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1761
 PU1761                         *CURRENT SURVEY CONTROL
 PU1761  ______________________________________________________________________
 PU1761* NAD 83(1986) POSITION- 44 43 39.     (N) 103 51 06.     (W)   SCALED
 PU1761* NAVD 88 ORTHO HEIGHT -   965.251 (meters)     3166.83  (feet) ADJUSTED
 PU1761  ______________________________________________________________________
 PU1761  GEOID HEIGHT    -        -15.457 (meters)                     GEOID18
 PU1761  DYNAMIC HEIGHT  -        964.987 (meters)     3165.96  (feet) COMP
 PU1761  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1761
 PU1761  VERT ORDER      -  FIRST     CLASS II
 PU1761
 PU1761.The horizontal coordinates were scaled from a map and have
 PU1761.an estimated accuracy of +/- 6 seconds.
 PU1761
 PU1761.The orthometric height was determined by differential leveling and
 PU1761.adjusted by the NATIONAL GEODETIC SURVEY
 PU1761.in April 2000.
 PU1761
 PU1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1761.GEOID18 height accuracy estimate available here.
 PU1761
 PU1761.Click photographs - Photos may exist for this station.
 PU1761
 PU1761.The dynamic height is computed by dividing the NAVD 88
 PU1761.geopotential number by the normal gravity value computed on the
 PU1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1761.degrees latitude (g = 980.6199 gals.).
 PU1761
 PU1761.The modeled gravity was interpolated from observed gravity values.
 PU1761
 PU1761;                    North         East    Units  Estimated Accuracy
 PU1761;SPC SD N     -   106,620.      295,000.      MT  (+/- 180 meters Scaled)
 PU1761
 PU1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909533(NAD 83)
 PU1761
 PU1761                          SUPERSEDED SURVEY CONTROL
 PU1761
 PU1761  NAVD 88 (06/15/91)  965.181  (m)         3166.60   (f) SUPERSEDED  1 2
 PU1761  NGVD 29 (??/??/92)  964.698  (m)         3165.01   (f) ADJ UNCH    1 2
 PU1761
 PU1761.Superseded values are not recommended for survey control.
 PU1761
 PU1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1761.See file dsdata.pdf to determine how the superseded data were derived.
 PU1761
 PU1761_MARKER: DR = REFERENCE MARK DISK
 PU1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1761_STAMPING: KUDLOCK NO 2 1962
 PU1761_MARK LOGO: CGS
 PU1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1761+STABILITY: SURFACE MOTION
 PU1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1761+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1761
 PU1761  HISTORY     - Date     Condition        Report By
 PU1761  HISTORY     - 1962     MONUMENTED       CGS
 PU1761  HISTORY     - 19980920 GOOD             NGS
 PU1761
 PU1761                          STATION DESCRIPTION
 PU1761
 PU1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1761'4 MI N FROM BELLE FOURCHE.
 PU1761'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1761'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 23,
 PU1761'T 9 N, R 2 E, 270 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1761'28 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 1/2 FOOT
 PU1761'NORTH OF A FENCE, 29.6 FEET WEST OF KUDLOCK 1962, ABOUT LEVEL WITH
 PU1761'THE PRIVATE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1761'2-INCHES.
 PU1761
 PU1761                          STATION RECOVERY (1998)
 PU1761
 PU1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1761'5.2 KM (3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1761'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.2 KM (0.10 MI) EASTERLY
 PU1761'ALONG A PAVED ROAD LEADING TO THE KUDLOCK RANCH, 53.2 M (174.5 FT)
 PU1761'EAST OF A UTILITY POLE, 13.7 M (44.9 FT) SOUTHWEST OF THE ROAD CENTER,
 PU1761'9.0 M (29.5 FT) WEST OF THE STATION MARK, 0.8 M (2.6 FT) ABOVE THE
 PU1761'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1761'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY KUDLOCK
 PU1761'RANCH, HC 64, BOX 34, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0891 ***********************************************************************
 QS0891  DESIGNATION -  KURL
 QS0891  PID         -  QS0891
 QS0891  STATE/COUNTY-  SD/ZIEBACH
 QS0891  COUNTRY     -  US
 QS0891  USGS QUAD   -  LANTRY NW (2017)
 QS0891
 QS0891                         *CURRENT SURVEY CONTROL
 QS0891  ______________________________________________________________________
 QS0891* NAD 83(1996) POSITION- 45 13 15.35269(N) 101 29 51.58286(W)   ADJUSTED
 QS0891* NAVD 88 ORTHO HEIGHT -   692.    (meters)     2270.    (feet) SCALED
 QS0891  ______________________________________________________________________
 QS0891  GEOID HEIGHT    -        -20.667 (meters)                     GEOID18
 QS0891  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 QS0891  HORZ ORDER      -  THIRD
 QS0891
 QS0891.The horizontal coordinates were established by classical geodetic methods
 QS0891.and adjusted by the National Geodetic Survey in January 1998.
 QS0891
 QS0891.The orthometric height was scaled from a topographic map.
 QS0891
 QS0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0891.GEOID18 height accuracy estimate available here.
 QS0891
 QS0891.Click photographs - Photos may exist for this station.
 QS0891
 QS0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0891
 QS0891. The following values were computed from the NAD 83(1996) position.
 QS0891
 QS0891;                    North         East     Units Scale Factor Converg.
 QS0891;SPC SD N     -   155,282.127   482,382.145   MT  0.99994349   -1 03 35.8
 QS0891;SPC SD N     -   509,454.78  1,582,615.42   sFT  0.99994349   -1 03 35.8
 QS0891;UTM  14      - 5,010,528.413   303,904.417   MT  1.00007283   -1 46 24.5
 QS0891
 QS0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0891!SPC SD N     -   0.99989469  x   0.99994349  =   0.99983818
 QS0891!UTM  14      -   0.99989469  x   1.00007283  =   0.99996751
 QS0891
 QS0891:                Primary Azimuth Mark                     Grid Az
 QS0891:SPC SD N     -  KURL AZ MK                               202 09 12.1
 QS0891:UTM  14      -  KURL AZ MK                               202 52 00.8
 QS0891
 QS0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0390410528(NAD 83)
 QS0891
 QS0891|---------------------------------------------------------------------|
 QS0891| PID    Reference Object                     Distance      Geod. Az  |
 QS0891|                                                           dddmmss.s |
 QS0891| CS9127 KURL RM 1                            10.804 METERS 07350     |
 QS0891| QS0606 KURL 2                               84.400 METERS 15053     |
 QS0891| CS9128 KURL RM 2                            10.600 METERS 15702     |
 QS0891| CS9126 KURL AZ MK                                         2010536.3 |
 QS0891|---------------------------------------------------------------------|
 QS0891
 QS0891                          SUPERSEDED SURVEY CONTROL
 QS0891
 QS0891  NAD 83(1986)-  45 13 15.34447(N)    101 29 51.58238(W) AD(       ) 3
 QS0891  NAD 27      -  45 13 15.43600(N)    101 29 50.01500(W) AD(       ) 3
 QS0891
 QS0891.Superseded values are not recommended for survey control.
 QS0891
 QS0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0891.See file dsdata.pdf to determine how the superseded data were derived.
 QS0891
 QS0891_MARKER: DS = TRIANGULATION STATION DISK
 QS0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0891_STAMPING: KURL 1952
 QS0891_MARK LOGO: CGS
 QS0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0891+STABILITY: SURFACE MOTION
 QS0891
 QS0891  HISTORY     - Date     Condition        Report By
 QS0891  HISTORY     - 1952     MONUMENTED       CGS
 QS0891  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QS0891
 QS0891                          STATION DESCRIPTION
 QS0891
 QS0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0891'THE STATION IS ABOUT 12-1/4 MILES NORTHEAST OF DUPREE, 12
 QS0891'MILES SOUTH-SOUTHWEST OF ISABEL, 1 MILE NORTH-NORTHEAST OF THE
 QS0891'BRIDGE OVER THE MOREAU RIVER, IN SECTION 36, T 15 N, R 21 E,
 QS0891'55 FEET EAST OF CENTER OF STATE HIGHWAY 65, AND 6 FEET EAST OF A
 QS0891'3 X 4 INCH WITNESS POST.
 QS0891'
 QS0891'TO REACH THE STATION FROM THE POST OFFICE IN ISABEL, GO SOUTH
 QS0891'AND WEST ON STATE HIGHWAY 8 AND 65 FOR 3.25 MILES TO THE JUNCTION
 QS0891'OF THESE HIGHWAYS, TURN LEFT AND GO SOUTH ON HIGHWAY 65
 QS0891'FOR 7.3 MILES TO A CROSS ROAD, CONTINUE SOUTH ON HIGHWAY FOR
 QS0891'4.85 MILES TO THE POINT WHERE THE HIGHWAY TURNS LEFT, TURN
 QS0891'LEFT AND GO 0.05 MILE TO STATION ON THE LEFT, CONTINUE SOUTH
 QS0891'ON HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON LEFT.
 QS0891'
 QS0891'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0891'KURL 1952.
 QS0891'
 QS0891'REFERENCE MARK 1 IS 37 FEET EAST OF A 3 X 4 INCH WITNESS POST.
 QS0891'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED KURL
 QS0891'NO 1 1952.
 QS0891'
 QS0891'REFERENCE MARK 2 IS 36 FEET SOUTH-SOUTHEAST OF A 3 X 4 INCH
 QS0891'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 QS0891'STAMPED KURL NO 2 1952.
 QS0891'
 QS0891'THE AZIMUTH MARK IS 57 FEET EAST OF CENTER OF STATE HIGHWAY
 QS0891'65 AND 4 FEET NORTH OF A 3 X 4 WITNESS POST.  THE MARK PROJECTS
 QS0891'4 INCHES, AND THE DISK IS STAMPED KURL 1952.
 QS0891
 QS0891                          STATION RECOVERY (1971)
 QS0891
 QS0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QS0891'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 QS0891'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 QS0891'APPEARED TO BE IN GOOD CONDITION AND THE MEASUREMENT TO IT
 QS0891'CHECKED, BUT A DIFFERENCE OF NEARLY 5 MINUTES WAS FOUND IN
 QS0891'THE ANGLE FROM THE AZIMUTH MARK.  THE SURFACE STATION MARK WAS
 QS0891'PULLED UP AND THE UNDERGROUND MARK CHECKED GOOD.  THE
 QS0891'RANCHER WHO FARMS THE AREA STATED THAT HE HAD HIT THE MARKS
 QS0891'WITH A SWATHER WHEN CUTTING HAY.  THE MARKS WERE NOT SCUFFED
 QS0891'UP.  DUE TO HIGHWAY IMPROVEMENTS ALL OF THE MARKS WOULD
 QS0891'BE DESTROYED, THEREFORE STATION KURL 2 WAS SET AND ALL MARKS
 QS0891'OF STATION KURL 1952 WERE REMOVED AT THIS TIME.
 QS0891'
 QS0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12
 QS0891'MILES NE OF DUPREE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0606 ***********************************************************************
 QS0606  DESIGNATION -  KURL 2
 QS0606  PID         -  QS0606
 QS0606  STATE/COUNTY-  SD/ZIEBACH
 QS0606  COUNTRY     -  US
 QS0606  USGS QUAD   -  LANTRY NW (2017)
 QS0606
 QS0606                         *CURRENT SURVEY CONTROL
 QS0606  ______________________________________________________________________
 QS0606* NAD 83(1996) POSITION- 45 13 12.96433(N) 101 29 49.70027(W)   NO CHECK
 QS0606* NAVD 88 ORTHO HEIGHT -   691.521 (meters)     2268.77  (feet) ADJUSTED
 QS0606  ______________________________________________________________________
 QS0606  GEOID HEIGHT    -        -20.669 (meters)                     GEOID18
 QS0606  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 QS0606  DYNAMIC HEIGHT  -        691.400 (meters)     2268.37  (feet) COMP
 QS0606  MODELED GRAVITY -    980,419.1   (mgal)                       NAVD 88
 QS0606
 QS0606  HORZ ORDER      -  THIRD
 QS0606  VERT ORDER      -  FIRST     CLASS II
 QS0606
 QS0606.The horizontal coordinates were established by classical geodetic methods
 QS0606.and adjusted by the National Geodetic Survey in January 1998.
 QS0606
 QS0606.No horizontal observational check was made to the station.
 QS0606
 QS0606.The orthometric height was determined by differential leveling and
 QS0606.adjusted by the NATIONAL GEODETIC SURVEY
 QS0606.in June 1991.
 QS0606
 QS0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0606.GEOID18 height accuracy estimate available here.
 QS0606
 QS0606.Click photographs - Photos may exist for this station.
 QS0606
 QS0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0606
 QS0606.The dynamic height is computed by dividing the NAVD 88
 QS0606.geopotential number by the normal gravity value computed on the
 QS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0606.degrees latitude (g = 980.6199 gals.).
 QS0606
 QS0606.The modeled gravity was interpolated from observed gravity values.
 QS0606
 QS0606. The following values were computed from the NAD 83(1996) position.
 QS0606
 QS0606;                    North         East     Units Scale Factor Converg.
 QS0606;SPC SD N     -   155,207.652   482,421.846   MT  0.99994346   -1 03 34.5
 QS0606;SPC SD N     -   509,210.44  1,582,745.67   sFT  0.99994346   -1 03 34.5
 QS0606;UTM  14      - 5,010,453.440   303,943.193   MT  1.00007264   -1 46 23.1
 QS0606
 QS0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0606!SPC SD N     -   0.99989483  x   0.99994346  =   0.99983830
 QS0606!UTM  14      -   0.99989483  x   1.00007264  =   0.99996747
 QS0606
 QS0606:                Primary Azimuth Mark                     Grid Az
 QS0606:SPC SD N     -  KURL 2 AZ MK                             234 47 15.1
 QS0606:UTM  14      -  KURL 2 AZ MK                             235 30 03.7
 QS0606
 QS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0394310453(NAD 83)
 QS0606
 QS0606|---------------------------------------------------------------------|
 QS0606| PID    Reference Object                     Distance      Geod. Az  |
 QS0606|                                                           dddmmss.s |
 QS0606| CS9126 KURL AZ MK                                         2102750.9 |
 QS0606| CS9131 KURL 2 RM 4                          14.102 METERS 22707     |
 QS0606| CS9130 KURL 2 RM 3                          22.945 METERS 22708     |
 QS0606| CS9129 KURL 2 AZ MK                                       2334340.6 |
 QS0606| QS0891 KURL                                 84.400 METERS 33053     |
 QS0606| CS9127 KURL RM 1                            82.657 METERS 33812     |
 QS0606|---------------------------------------------------------------------|
 QS0606
 QS0606                          SUPERSEDED SURVEY CONTROL
 QS0606
 QS0606  NAD 83(1986)-  45 13 12.95611(N)    101 29 49.69979(W) AD(       ) 3
 QS0606  NAD 27      -  45 13 13.04762(N)    101 29 48.13249(W) AD(       ) 3
 QS0606
 QS0606.Superseded values are not recommended for survey control.
 QS0606
 QS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0606.See file dsdata.pdf to determine how the superseded data were derived.
 QS0606
 QS0606_MARKER: DS = TRIANGULATION STATION DISK
 QS0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0606_STAMPING: KURL 2 1971
 QS0606_MARK LOGO: CGS
 QS0606_PROJECTION: FLUSH
 QS0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0606+STABILITY: SURFACE MOTION
 QS0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0606+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 QS0606
 QS0606  HISTORY     - Date     Condition        Report By
 QS0606  HISTORY     - 1971     MONUMENTED       NGS
 QS0606  HISTORY     - 1985     GOOD             NGS
 QS0606  HISTORY     - 20120730 GOOD             INDIV
 QS0606
 QS0606                          STATION DESCRIPTION
 QS0606
 QS0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QS0606'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF DUPREE AND
 QS0606'12 MILES SOUTH-SOUTHWEST OF ISABEL, 1 MILE NORTH-NORTHEAST OF THE
 QS0606'BRIDGE OVER THE MOREAU RIVER, IN SEC. 36, T 15 N, R 21 E, NEAR
 QS0606'THE WEST RIM OF A PLATEAU ALONG THE EAST SIDE OF STATE HIGHWAY
 QS0606'65, ON STATE OWNED PROPERTY LEASED FOR RANCHING BY MR. JAMES
 QS0606'SAMMONS.
 QS0606'
 QS0606'THE STATION MARK IS A STANDARD DISK STAMPED KURL 2 1971, SET
 QS0606'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS IN
 QS0606'PASTURE LAND 200 FEET EAST OF THE CENTER OF STATE HIGHWAY 65,
 QS0606'AND 1.9 FEET NORTH OF A METAL WITNESS POST.
 QS0606'
 QS0606'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED KURL 2 NO 3
 QS0606'1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QS0606'IT IS 200 FEET EAST OF THE CENTER OF THE HIGHWAY, 10 FEET EAST
 QS0606'OF THE BREAK OF THE HILL, 1.7 FEET NORTHEAST OF A METAL WITNESS
 QS0606'POST.
 QS0606'
 QS0606'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED KURL 2 NO 4 1971,
 QS0606'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 QS0606'ON LINE BETWEEN THE STATION AND R.M. NO. 3, 30.5 FEET NORTHEAST
 QS0606'OF A METAL WITNESS POST.
 QS0606'
 QS0606'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KURL 2 1971, SET IN
 QS0606'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 3.0 FEET
 QS0606'NORTHWEST OF THE NORTHEAST CORNER OF A STEEL QUONSET BUILDING,
 QS0606'AND 2.5 FEET NORTH OF THE NORTH WALL OF THE BUILDING.
 QS0606'
 QS0606'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AT
 QS0606'DUPREE AND U.S. HIGHWAY 212, GO EAST 1.9 MILES TO THE JUNCTION
 QS0606'WITH STATE HIGHWAY 65, TURN LEFT AND GO NORTH ON HIGHWAY 65 FOR
 QS0606'13.4 MILES TO THE BRIDGE OVER THE MOREAU RIVER, CONTINUE NORTH
 QS0606'0.4 MILE TO THE *RANCH ROAD ENTRANCE OF THE SAMMONS RANCH,
 QS0606'CONTINUE NORTHEAST FOR 0.75 MILE TO THE STATION ON THE TOP OF
 QS0606'THE PLATEAU AS DESCRIBED.
 QS0606'
 QS0606'*TO REACH THE AZIMUTH MARK FOLLOW THE RANCH ROAD WEST AND SOUTH
 QS0606'FOR 0.3 MILE TO THE RANCH BUILDINGS, BEAR RIGHT TO THE STEEL
 QS0606'QUONSET BUILDING AND THE AZIMUTH MARK AS DESCRIBED.
 QS0606
 QS0606                          STATION RECOVERY (1985)
 QS0606
 QS0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0606'23.9 KM (14.85 MI) SOUTH FROM DUPREE.
 QS0606'23.94 KM (14.88 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0606'AT ISABEL, IN TOP OF THE SOUTHWEST EDGE OF THE PLATEAU, 1.79 KM (1.11
 QS0606'MI) NORTHEAST OF THE EAST END OF THE BRIDGE OVER THE MOREAU RIVER,
 QS0606'1.94 KM (1.21 MI) SOUTHWEST OF THE ZIEBACH-DEWEY COUNTY LINE, 0.21 KM
 QS0606'(0.13 MI) SOUTHWEST OF MILEPOST 178, 89.9 METERS (29.5 FT)
 QS0606'EAST-SOUTHEAST OF THE HIGHWAY CENTERLINE, 59.7 METERS (196 FT)
 QS0606'EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 43.6 METERS (143 FT) WEST A
 QS0606'NORTH-SOUTH FENCE, 22.9 METERS (75.3 FT) NORTHEAST OF RM 3 AND
 QS0606'14.1 METERS (46.3 FT) NORTHEAST OF RM 4.
 QS0606'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 QS0606'THE MARK IS 15.0 M ABOVE THE HIGHWAY.
 QS0606
 QS0606                          STATION RECOVERY (2012)
 QS0606
 QS0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DR6549 ***********************************************************************
 DR6549  DESIGNATION -  KURTZ RESET
 DR6549  PID         -  DR6549
 DR6549  STATE/COUNTY-  SD/DEUEL
 DR6549  COUNTRY     -  US
 DR6549  USGS QUAD   -  GARY NW (2019)
 DR6549
 DR6549                         *CURRENT SURVEY CONTROL
 DR6549  ______________________________________________________________________
 DR6549* NAD 83(1986) POSITION- 44 56 08.12   (N) 096 27 07.33   (W)   HD_HELD1
 DR6549* NAVD 88 ORTHO HEIGHT -   356.049 (meters)     1168.14  (feet) ADJUSTED
 DR6549  ______________________________________________________________________
 DR6549  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 DR6549  DYNAMIC HEIGHT  -        356.013 (meters)     1168.02  (feet) COMP
 DR6549  MODELED GRAVITY -    980,504.9   (mgal)                       NAVD 88
 DR6549
 DR6549  VERT ORDER      -  SECOND    CLASS I
 DR6549
 DR6549.The horizontal coordinates were determined by differentially corrected
 DR6549.hand held GPS observations or other comparable positioning techniques
 DR6549.and have an estimated accuracy of +/- 3 meters.
 DR6549
 DR6549.The orthometric height was determined by differential leveling and
 DR6549.adjusted by the NATIONAL GEODETIC SURVEY
 DR6549.in September 2021.
 DR6549
 DR6549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6549.GEOID18 height accuracy estimate available here.
 DR6549
 DR6549.Click photographs - Photos may exist for this station.
 DR6549
 DR6549.The dynamic height is computed by dividing the NAVD 88
 DR6549.geopotential number by the normal gravity value computed on the
 DR6549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6549.degrees latitude (g = 980.6199 gals.).
 DR6549
 DR6549.The modeled gravity was interpolated from observed gravity values.
 DR6549
 DR6549;                    North         East    Units  Estimated Accuracy
 DR6549;SPC SD N     -   128,620.6     879,952.9     MT  (+/- 3 meters HH1 GPS) 
 DR6549
 DR6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0104378953(NAD 83)
 DR6549
 DR6549                          SUPERSEDED SURVEY CONTROL
 DR6549
 DR6549.No superseded survey control is available for this station.
 DR6549
 DR6549_MARKER: I = METAL ROD
 DR6549_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR6549_STAMPING: KURTZ 2005
 DR6549_MARK LOGO: MNDT
 DR6549_PROJECTION: RECESSED 8 CENTIMETERS
 DR6549_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR6549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6549+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2020
 DR6549_ROD/PIPE-DEPTH: 7.6 meters
 DR6549
 DR6549  HISTORY     - Date     Condition        Report By
 DR6549  HISTORY     - 20051025 MONUMENTED       MNDT
 DR6549  HISTORY     - 20200730 GOOD             MNDT
 DR6549
 DR6549                          STATION DESCRIPTION
 DR6549
 DR6549'DESCRIBED BY MN DEPT OF TRANSP 2020 (BAB)
 DR6549'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF
 DR6549'MARIETTA.
 DR6549'
 DR6549'TO REACH THE MARK GO 5.0 MI (8.0 KM) SOUTH ALONG COUNTY ROAD 7 FROM
 DR6549'THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA, THEN
 DR6549'1.8 MI (2.9 KM) WEST ON TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212 MILE
 DR6549'POINT 0.0.
 DR6549'
 DR6549'THE MARK IS 163.8 FT (49.9 M) SOUTH OF TRUNK HIGHWAY 212, 31.4 FT (9.6
 DR6549'M) WEST OF 488 AVENUE MINNESOTA SOUTH DAKOTA BORDER ROAD, 12.4 FT (3.8
 DR6549'M) SOUTH-SOUTHEAST OF A CABLE PEDESTAL, 1.0 FT (0.3 M) EAST OF A
 DR6549'WITNESS POST.
 DR6549'
 DR6549'NOTE -THE STATION CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DR6549'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL STATION REMOVABLE DISK
 DR6549'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DR6549'PIPE BACK FILLED WITH WASHED SAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0836 ***********************************************************************
 OR0836  DESIGNATION -  KYLE
 OR0836  PID         -  OR0836
 OR0836  STATE/COUNTY-  SD/CHARLES MIX
 OR0836  COUNTRY     -  US
 OR0836  USGS QUAD   -  BOVEE (2017)
 OR0836
 OR0836                         *CURRENT SURVEY CONTROL
 OR0836  ______________________________________________________________________
 OR0836* NAD 83(1996) POSITION- 43 18 04.88849(N) 098 51 59.37791(W)   ADJUSTED
 OR0836* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 OR0836  ______________________________________________________________________
 OR0836  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 OR0836  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 OR0836  HORZ ORDER      -  SECOND
 OR0836
 OR0836.The horizontal coordinates were established by classical geodetic methods
 OR0836.and adjusted by the National Geodetic Survey in January 1998.
 OR0836
 OR0836.The orthometric height was scaled from a topographic map.
 OR0836
 OR0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0836.GEOID18 height accuracy estimate available here.
 OR0836
 OR0836.Click photographs - Photos may exist for this station.
 OR0836
 OR0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0836
 OR0836. The following values were computed from the NAD 83(1996) position.
 OR0836
 OR0836;                    North         East     Units Scale Factor Converg.
 OR0836;SPC SD S     -   108,589.636   719,005.853   MT  0.99992210   +1 00 42.8
 OR0836;SPC SD S     -   356,264.50  2,358,938.37   sFT  0.99992210   +1 00 42.8
 OR0836;UTM  14      - 4,794,289.617   510,828.534   MT  0.99960144   +0 05 29.6
 OR0836
 OR0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0836!SPC SD S     -   0.99991565  x   0.99992210  =   0.99983775
 OR0836!UTM  14      -   0.99991565  x   0.99960144  =   0.99951712
 OR0836
 OR0836:                Primary Azimuth Mark                     Grid Az
 OR0836:SPC SD S     -  HAMILTON RESET                           256 54 09.4
 OR0836:UTM  14      -  HAMILTON RESET                           257 49 22.6
 OR0836
 OR0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1082894289(NAD 83)
 OR0836
 OR0836|---------------------------------------------------------------------|
 OR0836| PID    Reference Object                     Distance      Geod. Az  |
 OR0836|                                                           dddmmss.s |
 OR0836| OR0670 HAMILTON RESET                      APPROX.14.3 KM 2575452.2 |
 OR0836|---------------------------------------------------------------------|
 OR0836
 OR0836                          SUPERSEDED SURVEY CONTROL
 OR0836
 OR0836  NAD 83(1995)-  43 18 04.88922(N)    098 51 59.37868(W) AD(       ) 2
 OR0836  NAD 83(1986)-  43 18 04.89460(N)    098 51 59.38992(W) AD(       ) 2
 OR0836  NAD 27      -  43 18 04.91200(N)    098 51 58.08200(W) AD(       ) 2
 OR0836  MORC        -  43 18 02.59000(N)    098 51 58.75000(W) AD(       ) 3
 OR0836
 OR0836.Superseded values are not recommended for survey control.
 OR0836
 OR0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0836.See file dsdata.pdf to determine how the superseded data were derived.
 OR0836
 OR0836_MARKER: Z = SEE DESCRIPTION
 OR0836_SETTING: 0 = UNSPECIFIED SETTING
 OR0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0836
 OR0836  HISTORY     - Date     Condition        Report By
 OR0836  HISTORY     - 1889     MONUMENTED       MORC
 OR0836
 OR0836                          STATION DESCRIPTION
 OR0836
 OR0836'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0836'KYLE IS ON LEFT BANK, ON A VERY PROMINENT RIDGE AT HEAD OF
 OR0836'CEDAR CREEK.  HILL IS THE HIGHEST IN VICINITY.  THERE IS A
 OR0836'ROUND MOUND AT SOUTH END OF RIDGE 250 FEET FROM STATION,
 OR0836'WHICH PROBABLY IS AS HIGH AS STATION.  THE STATION IS IN THE
 OR0836'S. 1/2, SE. 1/4, SEC. 15, T. 98 N., R. 68 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0745 ***********************************************************************
 OT0745  DESIGNATION -  KYLE
 OT0745  PID         -  OT0745
 OT0745  STATE/COUNTY-  SD/JACKSON
 OT0745  COUNTRY     -  US
 OT0745  USGS QUAD   -  KYLE NE (2017)
 OT0745
 OT0745                         *CURRENT SURVEY CONTROL
 OT0745  ______________________________________________________________________
 OT0745* NAD 83(1996) POSITION- 43 27 23.82694(N) 102 00 42.66434(W)   ADJUSTED
 OT0745* NAVD 88 ORTHO HEIGHT -   975.    (meters)     3199.    (feet) SCALED
 OT0745  ______________________________________________________________________
 OT0745  GEOID HEIGHT    -        -19.551 (meters)                     GEOID18
 OT0745  LAPLACE CORR    -         -7.79  (seconds)                    DEFLEC18
 OT0745  HORZ ORDER      -  SECOND
 OT0745
 OT0745.The horizontal coordinates were established by classical geodetic methods
 OT0745.and adjusted by the National Geodetic Survey in January 1998.
 OT0745
 OT0745.The orthometric height was scaled from a topographic map.
 OT0745
 OT0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0745.GEOID18 height accuracy estimate available here.
 OT0745
 OT0745.Click photographs - Photos may exist for this station.
 OT0745
 OT0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0745
 OT0745. The following values were computed from the NAD 83(1996) position.
 OT0745
 OT0745;                    North         East     Units Scale Factor Converg.
 OT0745;SPC SD S     -   126,159.330   464,171.253   MT  0.99991084   -1 09 28.5
 OT0745;SPC SD S     -   413,907.74  1,522,868.52   sFT  0.99991084   -1 09 28.5
 OT0745;UTM  13      - 4,815,861.569   741,753.833   MT  1.00031897   +2 03 22.5
 OT0745;UTM  14      - 4,815,930.696   256,328.445   MT  1.00033043   -2 04 21.3
 OT0745
 OT0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0745!SPC SD S     -   0.99985012  x   0.99991084  =   0.99976097
 OT0745!UTM  13      -   0.99985012  x   1.00031897  =   1.00016904
 OT0745!UTM  14      -   0.99985012  x   1.00033043  =   1.00018050
 OT0745
 OT0745:                Primary Azimuth Mark                     Grid Az
 OT0745:SPC SD S     -  KYLE AZ MK                               313 26 40.3
 OT0745:UTM  13      -  KYLE AZ MK                               310 13 49.3
 OT0745:UTM  14      -  KYLE AZ MK                               314 21 33.1
 OT0745
 OT0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ4175315861(NAD 83)
 OT0745
 OT0745|---------------------------------------------------------------------|
 OT0745| PID    Reference Object                     Distance      Geod. Az  |
 OT0745|                                                           dddmmss.s |
 OT0745| CP9788 KYLE RM 1                            13.975 METERS 21558     |
 OT0745| CP9787 KYLE AZ MK                                         3121711.8 |
 OT0745| CP9789 KYLE RM 2                            17.385 METERS 31727     |
 OT0745|---------------------------------------------------------------------|
 OT0745
 OT0745                          SUPERSEDED SURVEY CONTROL
 OT0745
 OT0745  NAD 83(1995)-  43 27 23.82038(N)    102 00 42.66819(W) AD(       ) 2
 OT0745  NAD 83(1986)-  43 27 23.82130(N)    102 00 42.66512(W) AD(       ) 2
 OT0745  NAD 27      -  43 27 23.82000(N)    102 00 41.12400(W) AD(       ) 2
 OT0745
 OT0745.Superseded values are not recommended for survey control.
 OT0745
 OT0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0745.See file dsdata.pdf to determine how the superseded data were derived.
 OT0745
 OT0745_MARKER: DS = TRIANGULATION STATION DISK
 OT0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0745_STAMPING: KYLE 1936
 OT0745_MARK LOGO: CGS
 OT0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0745+STABILITY: SURFACE MOTION
 OT0745
 OT0745  HISTORY     - Date     Condition        Report By
 OT0745  HISTORY     - 1936     MONUMENTED       CGS
 OT0745
 OT0745                          STATION DESCRIPTION
 OT0745
 OT0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0745'STATION IS LOCATED ON A HIGH AND PROMINENT RIDGE, SPARSELY COVERED
 OT0745'WITH SCRUB PINE, ABOUT 8 MILES EAST BY NORTH OF KYLE, AND 19
 OT0745'MILES SOUTH OF INTERIOR.
 OT0745'
 OT0745'TO REACH FROM INTERIOR, AT THE MAIN INTERSECTION AT INDEPENDENT
 OT0745'ORDER ODD FELLOWS HALL, GO WEST ON STATE HIGHWAY 40 FOR 2.2
 OT0745'MILES TO COUNTY LINE, TURN LEFT (SOUTH) ON T-ROAD AND GO 0.9
 OT0745'MILE TO BRIDGE OVER THE WHITE RIVER.  CONTINUE ACROSS BRIDGE
 OT0745'(AFTER A RIGHT CURVE) 0.3 MILE TO A Y.  BEAR LEFT AND GO 1.6
 OT0745'MILES TO A T, TURN RIGHT (SOUTH) AND FOLLOW GRADED ROAD FOR
 OT0745'12.2 MILES TO A T OF ROADS (GRADED) WITH BOARD DIRECTION
 OT0745'SIGNS.  TURN RIGHT (SOUTHEAST) AND GO 0.2 MILE TO A Y.  HERE
 OT0745'BEAR RIGHT AND GO 3.3 MILES ON A GRADED DIRT ROAD, OR 0.3
 OT0745'MILE PAST DAY SCHOOL NO. 23, TO A Y.  BEAR LEFT OFF THE
 OT0745'MAIN ROAD UP THE HILL AND GO 1.2 MILES TO A Y.  BEAR RIGHT
 OT0745'AND GO 0.55 MILES TO A Y, BEAR RIGHT AND GO 0.5 MILE TO A
 OT0745'Y, BEAR RIGHT AND GO 0.7 MILE TO AN OPENING IN A FENCE.
 OT0745'THE STATION HILL APPEARS TO THE SOUTH ACROSS A VALLEY, AND IS
 OT0745'PROMINENT, DUE TO THE PINES ON THE TOP OF THE HILL.
 OT0745'CONTINUE ON ROAD AFTER PASSING THROUGH THE FENCE FOR 2.5 MILES
 OT0745'TO A ROAD LEFT (BEARING UP THE HILL).  CONTINUE LEFT UP THE
 OT0745'HILL FOR 0.2 MILE TO TOP AND THE STATION SITE.  THE STATION
 OT0745'IS ABOUT 70 FEET SOUTH OF THE ROAD, AT THE HIGHEST POINT OF
 OT0745'THE HILL.  IT IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING
 OT0745'3 INCHES.
 OT0745'
 OT0745'REFERENCE MARK NO. 1 IS 45.85 FEET SOUTHWEST OF THE STATION.
 OT0745'IT IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 OT0745'
 OT0745'REFERENCE MARK NO. 2 IS 57.03 FEET WEST BY NORTH OF THE STATION.
 OT0745'IT IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING 4 INCHES.  THE
 OT0745'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 OT0745'IS 79.97 FEET.
 OT0745'
 OT0745'THE AZIMUTH MARK IS HALF WAY BETWEEN A FENCE LINE AND A
 OT0745'T-INTERSECTION ROAD.  IT IS 0.3 MILE WEST OF THE STATION,
 OT0745'AND 83.7 FEET WEST OF THE NORTH-SOUTH ROAD.  TO REACH THE
 OT0745'AZIMUTH FROM THE STATION, GO NORTHWEST ON THE ROAD FOR 0.3
 OT0745'MILE TO THE AZIMUTH, ON THE WEST SIDE OF THE ROAD.
 OT0745'
 OT0745'STATIONS POTATO AND WAMBLEE ARE VISIBLE FROM THE GROUND.
 OT0745'
 OT0745'THE ELEVATION IS 3220 FEET.
 OT0745'
 OT0745'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0745'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0102 ***********************************************************************
 QQ0102  DESIGNATION -  L
 QQ0102  PID         -  QQ0102
 QQ0102  STATE/COUNTY-  SD/GRANT
 QQ0102  COUNTRY     -  US
 QQ0102  USGS QUAD   -  TWIN BROOKS (2017)
 QQ0102
 QQ0102                         *CURRENT SURVEY CONTROL
 QQ0102  ______________________________________________________________________
 QQ0102* NAD 83(1986) POSITION- 45 12 23.     (N) 096 47 03.     (W)   SCALED
 QQ0102* NAVD 88 ORTHO HEIGHT -   384.532 (meters)     1261.59  (feet) ADJUSTED
 QQ0102  ______________________________________________________________________
 QQ0102  GEOID HEIGHT    -        -25.686 (meters)                     GEOID18
 QQ0102  DYNAMIC HEIGHT  -        384.498 (meters)     1261.47  (feet) COMP
 QQ0102  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 QQ0102
 QQ0102  VERT ORDER      -  FIRST     CLASS II
 QQ0102
 QQ0102.The horizontal coordinates were scaled from a map and have
 QQ0102.an estimated accuracy of +/- 6 seconds.
 QQ0102
 QQ0102.The orthometric height was determined by differential leveling and
 QQ0102.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0102.in June 1991.
 QQ0102
 QQ0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0102.GEOID18 height accuracy estimate available here.
 QQ0102
 QQ0102.Click photographs - Photos may exist for this station.
 QQ0102
 QQ0102.The dynamic height is computed by dividing the NAVD 88
 QQ0102.geopotential number by the normal gravity value computed on the
 QQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0102.degrees latitude (g = 980.6199 gals.).
 QQ0102
 QQ0102.The modeled gravity was interpolated from observed gravity values.
 QQ0102
 QQ0102;                    North         East    Units  Estimated Accuracy
 QQ0102;SPC SD N     -   157,600.      852,570.      MT  (+/- 180 meters Scaled)
 QQ0102
 QQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR740082(NAD 83)
 QQ0102
 QQ0102                          SUPERSEDED SURVEY CONTROL
 QQ0102
 QQ0102  NGVD 29 (??/??/92)  384.282  (m)         1260.77   (f) ADJ UNCH    1 2
 QQ0102
 QQ0102.Superseded values are not recommended for survey control.
 QQ0102
 QQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0102.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0102
 QQ0102_MARKER: H = DRILL HOLE
 QQ0102_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0102_SP_SET: FOUNDATION
 QQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0102+STABILITY: SURFACE MOTION
 QQ0102
 QQ0102  HISTORY     - Date     Condition        Report By
 QQ0102  HISTORY     - 1904     MONUMENTED       CGS
 QQ0102  HISTORY     - 1905     GOOD             CGS
 QQ0102  HISTORY     - 1975     GOOD             NGS
 QQ0102  HISTORY     - 19970520 MARK NOT FOUND   NGS
 QQ0102
 QQ0102                          STATION DESCRIPTION
 QQ0102
 QQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0102'AT TWIN BROOKS.
 QQ0102'AT TWIN BROOKS, GRANT COUNTY, ABOUT 450 FEET WEST OF THE CHICAGO,
 QQ0102'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT THE FARMERS
 QQ0102'ELEVATOR, IN THE TOP OF THE SOUTHEAST CORNER OF THE GRANITE
 QQ0102'FOUNDATION, AND ABOUT 4 FEET HIGHER THAN THE GROUND.  THE BOTTOM
 QQ0102'OF A SQUARE HOLE, NEAR THE LETTERS U.S.B.M.  NOTE-- IN 1931 IT
 QQ0102'WAS REPORTED THAT THE MARK WAS LOWERED WHEN A NEW ELEVATOR WAS
 QQ0102'BUILT ON THE OLD FOUNDATION, AND THAT THE MARK NOW CONSISTS OF AN
 QQ0102'OUTLINED SQUARE ABOUT 2-1/2 FEET HIGHER THAN THE GROUND.
 QQ0102
 QQ0102                          STATION RECOVERY (1975)
 QQ0102
 QQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QQ0102'RECOVERED IN GOOD CONDITION.
 QQ0102
 QQ0102                          STATION RECOVERY (1997)
 QQ0102
 QQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0102'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0259 ***********************************************************************
 OR0259  DESIGNATION -  L 1
 OR0259  PID         -  OR0259
 OR0259  STATE/COUNTY-  SD/CHARLES MIX
 OR0259  COUNTRY     -  US
 OR0259  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0259
 OR0259                         *CURRENT SURVEY CONTROL
 OR0259  ______________________________________________________________________
 OR0259* NAD 83(1986) POSITION- 43 04 22.     (N) 098 32 37.     (W)   SCALED
 OR0259* NAVD 88 ORTHO HEIGHT -   403.132 (meters)     1322.61  (feet) ADJUSTED
 OR0259  ______________________________________________________________________
 OR0259  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 OR0259  DYNAMIC HEIGHT  -        402.999 (meters)     1322.17  (feet) COMP
 OR0259  MODELED GRAVITY -    980,277.6   (mgal)                       NAVD 88
 OR0259
 OR0259  VERT ORDER      -  FIRST     CLASS II
 OR0259
 OR0259.The horizontal coordinates were scaled from a map and have
 OR0259.an estimated accuracy of +/- 6 seconds.
 OR0259
 OR0259.The orthometric height was determined by differential leveling and
 OR0259.adjusted by the NATIONAL GEODETIC SURVEY
 OR0259.in June 1991.
 OR0259
 OR0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0259.GEOID18 height accuracy estimate available here.
 OR0259
 OR0259.Click photographs - Photos may exist for this station.
 OR0259
 OR0259.The dynamic height is computed by dividing the NAVD 88
 OR0259.geopotential number by the normal gravity value computed on the
 OR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0259.degrees latitude (g = 980.6199 gals.).
 OR0259
 OR0259.The modeled gravity was interpolated from observed gravity values.
 OR0259
 OR0259;                    North         East    Units  Estimated Accuracy
 OR0259;SPC SD S     -    83,720.      745,750.      MT  (+/- 180 meters Scaled)
 OR0259
 OR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN371689(NAD 83)
 OR0259
 OR0259                          SUPERSEDED SURVEY CONTROL
 OR0259
 OR0259  NGVD 29 (??/??/92)  402.830  (m)         1321.62   (f) ADJ UNCH    1 2
 OR0259
 OR0259.Superseded values are not recommended for survey control.
 OR0259
 OR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0259.See file dsdata.pdf to determine how the superseded data were derived.
 OR0259
 OR0259_MARKER: DD = SURVEY DISK
 OR0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0259_PROJECTION: FLUSH
 OR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0259+STABILITY: SURFACE MOTION
 OR0259
 OR0259  HISTORY     - Date     Condition        Report By
 OR0259  HISTORY     - UNK      MONUMENTED       USACE
 OR0259  HISTORY     - 1949     GOOD             CGS
 OR0259  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0259  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0259
 OR0259                          STATION DESCRIPTION
 OR0259
 OR0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0259'AT PICKSTOWN.
 OR0259'AT PICKSTOWN, 0.4 MILE WEST ALONG THE ACCESS HIGHWAY FROM THE
 OR0259'JUNCTION OF THE ACCESS HIGHWAY WITH LEWIS AVENUE, THENCE 0.35
 OR0259'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.15 MILE NORTHEAST
 OR0259'ALONG A GRAVEL ROAD, IN A DRAW SURROUNDED ON THE NORTHEAST,
 OR0259'SOUTHEAST AND SOUTHWEST SIDES BY HILLS, ABOUT 500 FEET SOUTHEAST
 OR0259'OF A FARMHOUSE, 114 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 OR0259'10 FEET SOUTH OF THE MOST NORTHERLY GUARD POST, 9.4 FEET WEST OF
 OR0259'THE MOST EASTERLY GUARD POST, 8.6 FEET NORTH OF THE MOST SOUTHERLY
 OR0259'GUARD POST, 10.2 FEET EAST OF THE MOST WESTERLY GUARD POST, SET
 OR0259'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 23 FEET, THE DISK
 OR0259'BEING LEVEL WITH THE GROUND.
 OR0259
 OR0259                          STATION RECOVERY (1962)
 OR0259
 OR0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0259'MARK NOT FOUND.
 OR0259
 OR0259                          STATION RECOVERY (2013)
 OR0259
 OR0259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0388 ***********************************************************************
 PR0388  DESIGNATION -  L 1
 PR0388  PID         -  PR0388
 PR0388  STATE/COUNTY-  SD/HAMLIN
 PR0388  COUNTRY     -  US
 PR0388  USGS QUAD   -  BRYANT (2017)
 PR0388
 PR0388                         *CURRENT SURVEY CONTROL
 PR0388  ______________________________________________________________________
 PR0388* NAD 83(1986) POSITION- 44 35 26.     (N) 097 28 02.     (W)   SCALED
 PR0388* NAVD 88 ORTHO HEIGHT -   564.484 (meters)     1851.98  (feet) ADJUSTED
 PR0388  ______________________________________________________________________
 PR0388  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 PR0388  DYNAMIC HEIGHT  -        564.389 (meters)     1851.67  (feet) COMP
 PR0388  MODELED GRAVITY -    980,429.7   (mgal)                       NAVD 88
 PR0388
 PR0388  VERT ORDER      -  FIRST     CLASS II
 PR0388
 PR0388.The horizontal coordinates were scaled from a map and have
 PR0388.an estimated accuracy of +/- 6 seconds.
 PR0388
 PR0388.The orthometric height was determined by differential leveling and
 PR0388.adjusted by the NATIONAL GEODETIC SURVEY
 PR0388.in June 1991.
 PR0388
 PR0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0388.GEOID18 height accuracy estimate available here.
 PR0388
 PR0388.Click photographs - Photos may exist for this station.
 PR0388
 PR0388.The dynamic height is computed by dividing the NAVD 88
 PR0388.geopotential number by the normal gravity value computed on the
 PR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0388.degrees latitude (g = 980.6199 gals.).
 PR0388
 PR0388.The modeled gravity was interpolated from observed gravity values.
 PR0388
 PR0388;                    North         East    Units  Estimated Accuracy
 PR0388;SPC SD N     -    87,290.      801,080.      MT  (+/- 180 meters Scaled)
 PR0388
 PR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ216386(NAD 83)
 PR0388
 PR0388                          SUPERSEDED SURVEY CONTROL
 PR0388
 PR0388  NGVD 29 (??/??/92)  564.208  (m)         1851.07   (f) ADJ UNCH    1 2
 PR0388
 PR0388.Superseded values are not recommended for survey control.
 PR0388
 PR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0388.See file dsdata.pdf to determine how the superseded data were derived.
 PR0388
 PR0388_MARKER: Z = SEE DESCRIPTION
 PR0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0388_SP_SET: BUILDING
 PR0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0388
 PR0388  HISTORY     - Date     Condition        Report By
 PR0388  HISTORY     - 1905     MONUMENTED       CGS
 PR0388  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0388
 PR0388                          STATION DESCRIPTION
 PR0388
 PR0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0388'AT BRYANT.
 PR0388'AT BRYANT, HAMLIN COUNTY, AT THE POST OFFICE, IN THE TILING AT
 PR0388'THE SOUTHEAST SIDE OF THE ENTRANCE, IN THE EXTREME EASTERN
 PR0388'CORNER OF THE PATTERN, 3 FEET WEST OF THE EAST SIDE OF THE
 PR0388'BUILDING, 5 FEET SOUTHWEST OF THE FRONT EDGE OF THE TOP STEP, 3.5
 PR0388'FEET SOUTHEAST OF THE CENTER OF THE DOORWAY, 0.4 FOOT SOUTHWEST
 PR0388'AND 0.4 FOOT NORTH OF THE STONEWORK, AND 2.3 FEET ABOVE THE
 PR0388'SIDEWALK.  THE CENTER OF A TRIANGULAR-SHAPED PIECE OF MAROON
 PR0388'TILING ABOUT 1-1/2 INCHES ON EACH EDGE (THE ONLY PIECE OF THAT
 PR0388'SIZE AND SHAPE).  NOTE-- A PIECE OF TILING IN FLOOR IS CRACKED.
 PR0388
 PR0388                          STATION RECOVERY (1973)
 PR0388
 PR0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0015 ***********************************************************************
 OT0015  DESIGNATION -  L 10
 OT0015  PID         -  OT0015
 OT0015  STATE/COUNTY-  SD/PENNINGTON
 OT0015  COUNTRY     -  US
 OT0015  USGS QUAD   -  CONATA (2017)
 OT0015
 OT0015                         *CURRENT SURVEY CONTROL
 OT0015  ______________________________________________________________________
 OT0015* NAD 83(1986) POSITION- 43 43 42.     (N) 102 11 22.     (W)   SCALED
 OT0015* NAVD 88 ORTHO HEIGHT -   756.006 (meters)     2480.33  (feet) ADJUSTED
 OT0015  ______________________________________________________________________
 OT0015  GEOID HEIGHT    -        -19.264 (meters)                     GEOID18
 OT0015  DYNAMIC HEIGHT  -        755.764 (meters)     2479.54  (feet) COMP
 OT0015  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 OT0015
 OT0015  VERT ORDER      -  FIRST     CLASS II
 OT0015
 OT0015.The horizontal coordinates were scaled from a map and have
 OT0015.an estimated accuracy of +/- 6 seconds.
 OT0015
 OT0015.The orthometric height was determined by differential leveling and
 OT0015.adjusted by the NATIONAL GEODETIC SURVEY
 OT0015.in June 1991.
 OT0015
 OT0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0015.GEOID18 height accuracy estimate available here.
 OT0015
 OT0015.Click photographs - Photos may exist for this station.
 OT0015
 OT0015.The dynamic height is computed by dividing the NAVD 88
 OT0015.geopotential number by the normal gravity value computed on the
 OT0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0015.degrees latitude (g = 980.6199 gals.).
 OT0015
 OT0015.The modeled gravity was interpolated from observed gravity values.
 OT0015
 OT0015;                    North         East    Units  Estimated Accuracy
 OT0015;SPC SD S     -   156,640.      450,480.      MT  (+/- 180 meters Scaled)
 OT0015
 OT0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ263455(NAD 83)
 OT0015
 OT0015                          SUPERSEDED SURVEY CONTROL
 OT0015
 OT0015  NGVD 29 (??/??/92)  755.540  (m)         2478.80   (f) ADJ UNCH    1 2
 OT0015
 OT0015.Superseded values are not recommended for survey control.
 OT0015
 OT0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0015.See file dsdata.pdf to determine how the superseded data were derived.
 OT0015
 OT0015_MARKER: DB = BENCH MARK DISK
 OT0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0015_STAMPING: L 10 1925 2478.164
 OT0015_MARK LOGO: CGS
 OT0015_PROJECTION: FLUSH
 OT0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0015+STABILITY: SURFACE MOTION
 OT0015
 OT0015  HISTORY     - Date     Condition        Report By
 OT0015  HISTORY     - 1925     MONUMENTED       CGS
 OT0015  HISTORY     - 1962     GOOD             CGS
 OT0015
 OT0015                          STATION DESCRIPTION
 OT0015
 OT0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0015'10.4 MI W FROM INTERIOR.
 OT0015'ABOUT 10.35 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0015'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 3,
 OT0015'T 4 S, R 16 E, 16 POLES WEST OF MILE POST 598, AT A SIDING, 263
 OT0015'FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 77 FEET
 OT0015'SOUTHEAST OF AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF A
 OT0015'STOCK PEN, 38 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 21 1/2
 OT0015'FEET WEST OF A TELEPHONE POLE, 2.0 FEET NORTH OF A METAL WITNESS
 OT0015'POST, 1 FOOT ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF
 OT0015'A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1127 ***********************************************************************
 PU1127  DESIGNATION -  L 10 B 1
 PU1127  PID         -  PU1127
 PU1127  STATE/COUNTY-  SD/MEADE
 PU1127  COUNTRY     -  US
 PU1127  USGS QUAD   -  VALE (2017)
 PU1127
 PU1127                         *CURRENT SURVEY CONTROL
 PU1127  ______________________________________________________________________
 PU1127* NAD 83(1986) POSITION- 44 35 04.     (N) 103 25 51.     (W)   SCALED
 PU1127* NAVD 88 ORTHO HEIGHT -   881.042 (meters)     2890.55  (feet) ADJUSTED
 PU1127  ______________________________________________________________________
 PU1127  GEOID HEIGHT    -        -16.180 (meters)                     GEOID18
 PU1127  DYNAMIC HEIGHT  -        880.799 (meters)     2889.75  (feet) COMP
 PU1127  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 PU1127
 PU1127  VERT ORDER      -  SECOND    CLASS 0
 PU1127
 PU1127.The horizontal coordinates were scaled from a map and have
 PU1127.an estimated accuracy of +/- 6 seconds.
 PU1127
 PU1127.The orthometric height was determined by differential leveling and
 PU1127.adjusted by the NATIONAL GEODETIC SURVEY
 PU1127.in June 1991.
 PU1127
 PU1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1127.GEOID18 height accuracy estimate available here.
 PU1127
 PU1127.Click photographs - Photos may exist for this station.
 PU1127
 PU1127.The dynamic height is computed by dividing the NAVD 88
 PU1127.geopotential number by the normal gravity value computed on the
 PU1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1127.degrees latitude (g = 980.6199 gals.).
 PU1127
 PU1127.The modeled gravity was interpolated from observed gravity values.
 PU1127
 PU1127;                    North         East    Units  Estimated Accuracy
 PU1127;SPC SD N     -    89,240.      327,630.      MT  (+/- 180 meters Scaled)
 PU1127
 PU1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK245379(NAD 83)
 PU1127
 PU1127                          SUPERSEDED SURVEY CONTROL
 PU1127
 PU1127  NGVD 29 (??/??/92)  880.55   (m)         2888.9    (f) COMPUTED    2 0
 PU1127
 PU1127.Superseded values are not recommended for survey control.
 PU1127
 PU1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1127.See file dsdata.pdf to determine how the superseded data were derived.
 PU1127
 PU1127_MARKER: Z = SEE DESCRIPTION
 PU1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1127_SP_SET: CONCRETE PIER
 PU1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1127
 PU1127  HISTORY     - Date     Condition        Report By
 PU1127  HISTORY     - UNK      MONUMENTED       USAF
 PU1127  HISTORY     - 1962     GOOD             CGS
 PU1127
 PU1127                          STATION DESCRIPTION
 PU1127
 PU1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1127'3.6 MI SW FROM VALE.
 PU1127'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1127'THENCE 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 79, 0.15 MILE
 PU1127'SOUTHWEST OF THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 41
 PU1127'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, THE CENTER OF A
 PU1127'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU1127'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1128 ***********************************************************************
 PU1128  DESIGNATION -  L 10 B 2
 PU1128  PID         -  PU1128
 PU1128  STATE/COUNTY-  SD/MEADE
 PU1128  COUNTRY     -  US
 PU1128  USGS QUAD   -  VALE (2017)
 PU1128
 PU1128                         *CURRENT SURVEY CONTROL
 PU1128  ______________________________________________________________________
 PU1128* NAD 83(1986) POSITION- 44 35 05.     (N) 103 25 32.     (W)   SCALED
 PU1128* NAVD 88 ORTHO HEIGHT -   873.542 (meters)     2865.95  (feet) ADJUSTED
 PU1128  ______________________________________________________________________
 PU1128  GEOID HEIGHT    -        -16.196 (meters)                     GEOID18
 PU1128  DYNAMIC HEIGHT  -        873.300 (meters)     2865.15  (feet) COMP
 PU1128  MODELED GRAVITY -    980,311.1   (mgal)                       NAVD 88
 PU1128
 PU1128  VERT ORDER      -  SECOND    CLASS 0
 PU1128
 PU1128.The horizontal coordinates were scaled from a map and have
 PU1128.an estimated accuracy of +/- 6 seconds.
 PU1128
 PU1128.The orthometric height was determined by differential leveling and
 PU1128.adjusted by the NATIONAL GEODETIC SURVEY
 PU1128.in June 1991.
 PU1128
 PU1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1128.GEOID18 height accuracy estimate available here.
 PU1128
 PU1128.Click photographs - Photos may exist for this station.
 PU1128
 PU1128.The dynamic height is computed by dividing the NAVD 88
 PU1128.geopotential number by the normal gravity value computed on the
 PU1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1128.degrees latitude (g = 980.6199 gals.).
 PU1128
 PU1128.The modeled gravity was interpolated from observed gravity values.
 PU1128
 PU1128;                    North         East    Units  Estimated Accuracy
 PU1128;SPC SD N     -    89,250.      328,050.      MT  (+/- 180 meters Scaled)
 PU1128
 PU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK249380(NAD 83)
 PU1128
 PU1128                          SUPERSEDED SURVEY CONTROL
 PU1128
 PU1128  NGVD 29 (??/??/92)  873.05   (m)         2864.3    (f) COMPUTED    2 0
 PU1128
 PU1128.Superseded values are not recommended for survey control.
 PU1128
 PU1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1128.See file dsdata.pdf to determine how the superseded data were derived.
 PU1128
 PU1128_MARKER: Z = SEE DESCRIPTION
 PU1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1128_SP_SET: CONCRETE PIER
 PU1128_STAMPING: L 10 B 2
 PU1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1128
 PU1128  HISTORY     - Date     Condition        Report By
 PU1128  HISTORY     - UNK      MONUMENTED       USAF
 PU1128  HISTORY     - 1962     GOOD             CGS
 PU1128
 PU1128                          STATION DESCRIPTION
 PU1128
 PU1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1128'4.1 MI S FROM VALE.
 PU1128'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1128'THENCE 2.5 MILES SOUTH ALONG STATE HIGHWAY 79, THENCE 0.3 MILE
 PU1128'EAST ACROSS COUNTRY, IN AN ALFALFA FIELD, THE CENTER OF A
 PU1128'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU1128'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1584 ***********************************************************************
 PU1584  DESIGNATION -  L 11
 PU1584  PID         -  PU1584
 PU1584  STATE/COUNTY-  SD/PENNINGTON
 PU1584  COUNTRY     -  US
 PU1584  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1584
 PU1584                         *CURRENT SURVEY CONTROL
 PU1584  ______________________________________________________________________
 PU1584* NAD 83(1986) POSITION- 44 04 45.34   (N) 103 13 43.28   (W)   HD_HELD1
 PU1584* NAVD 88 ORTHO HEIGHT -   988.940 (meters)     3244.55  (feet) ADJUSTED
 PU1584  ______________________________________________________________________
 PU1584  GEOID HEIGHT    -        -15.824 (meters)                     GEOID18
 PU1584  DYNAMIC HEIGHT  -        988.616 (meters)     3243.48  (feet) COMP
 PU1584  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 PU1584
 PU1584  VERT ORDER      -  FIRST     CLASS II
 PU1584
 PU1584.The horizontal coordinates were determined by differentially corrected
 PU1584.hand held GPS observations or other comparable positioning techniques
 PU1584.and have an estimated accuracy of +/- 3 meters.
 PU1584
 PU1584.The orthometric height was determined by differential leveling and
 PU1584.adjusted by the NATIONAL GEODETIC SURVEY
 PU1584.in September 1993.
 PU1584
 PU1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1584.GEOID18 height accuracy estimate available here.
 PU1584
 PU1584.Click photographs - Photos may exist for this station.
 PU1584
 PU1584.The dynamic height is computed by dividing the NAVD 88
 PU1584.geopotential number by the normal gravity value computed on the
 PU1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1584.degrees latitude (g = 980.6199 gals.).
 PU1584
 PU1584.The modeled gravity was interpolated from observed gravity values.
 PU1584
 PU1584;                    North         East    Units  Estimated Accuracy
 PU1584;SPC SD S     -   198,003.0     368,145.0     MT  (+/- 3 meters HH1 GPS) 
 PU1584
 PU1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4182482201(NAD 83)
 PU1584
 PU1584                          SUPERSEDED SURVEY CONTROL
 PU1584
 PU1584  NAVD 88 (06/15/91)  988.905  (m)         3244.43   (f) SUPERSEDED  1 2
 PU1584  NGVD 29 (??/??/92)  988.427  (m)         3242.86   (f) ADJ UNCH    1 2
 PU1584
 PU1584.Superseded values are not recommended for survey control.
 PU1584
 PU1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1584.See file dsdata.pdf to determine how the superseded data were derived.
 PU1584
 PU1584_MARKER: DB = BENCH MARK DISK
 PU1584_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1584+WITH SETTING: PAVEMENT
 PU1584_SP_SET: LANDING
 PU1584_STAMPING: L 11 1925 3243.045
 PU1584_MARK LOGO: CGS
 PU1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1584+STABILITY: SURFACE MOTION
 PU1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1584+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 PU1584
 PU1584  HISTORY     - Date     Condition        Report By
 PU1584  HISTORY     - 1925     MONUMENTED       CGS
 PU1584  HISTORY     - 1962     GOOD             CGS
 PU1584  HISTORY     - 1985     GOOD             NGS
 PU1584  HISTORY     - 19910728 GOOD             NGS
 PU1584  HISTORY     - 19971223 GOOD             USPSQD
 PU1584  HISTORY     - 20071024 GOOD             GEOCAC
 PU1584  HISTORY     - 20101222 GOOD             INDIV
 PU1584  HISTORY     - 20160914 GOOD             USPSQD
 PU1584
 PU1584                          STATION DESCRIPTION
 PU1584
 PU1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1584'0.4 MI SE FROM RAPID CITY.
 PU1584'ABOUT 0.25 MILE SOUTH ALONG 8TH STREET FROM THE CHICAGO AND
 PU1584'NORTH WESTERN RAILWAY FROM THE STATION AT RAPID CITY, THENCE 0.15
 PU1584'MILE OF 1 1/2 BLOCK EAST ALONG KANSAS CITY STREET, AT THE SOUTH
 PU1584'ENTRANCE TO THE MASONIC TEMPLE, 68 FEET NORTH OF THE CENTER LINE
 PU1584'OF KANSAS CITY STREET, 5 1/2 FEET WEST OF THE CENTER OF THE SOUTH
 PU1584'AND MAIN ENTRANCE, 6 FEET EAST OF THE SOUTHWEST CORNER OF THE
 PU1584'BUILDING, 2 INCHES SOUTH OF THE SOUTH SIDE OF THE BUILDING, ABOUT
 PU1584'4 FEET ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF
 PU1584'THE NORTHWEST CORNER OF THE CONCRETE LANDING AND 2 INCHES EAST
 PU1584'OF THE WEST BALUSTRADE.
 PU1584
 PU1584                          STATION RECOVERY (1985)
 PU1584
 PU1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1584'THE MARK IS 1.0 M ABOVE THE STREET.
 PU1584'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM (0.1
 PU1584'MI) SOUTH ALONG EAST BOULEVARD FROM THE POST OFFICE IN RAPID CITY,
 PU1584'THENCE 1.05 KM (0.65 MI) WEST ALONG KANSAS CITY STREET, IN TOP OF THE
 PU1584'NORTHWEST CORNER OF THE CONCRETE LANDING TO THE MAIN ENTRANCE TO THE
 PU1584'MASONIC TEMPLE, 20.7 METERS (68 FT) NORTH OF THE CENTER OF THE STREET,
 PU1584'1.8 METERS (6 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 1.7
 PU1584'METERS (5.5 FT) WEST OF THE CENTER OF THE ENTRANCE.
 PU1584
 PU1584                          STATION RECOVERY (1991)
 PU1584
 PU1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1584'IN RAPID CITY, IN THE NORTHWEST CORNER OF THE CONCRETE LANDING AT THE
 PU1584'SOUTH ENTRANCE TO THE MASONIC TEMPLE AT 618 KANSAS CITY STREET, 10.5
 PU1584'M (34.4 FT) NORTH OF THE NORTH CURB OF THE STREET, 2.4 M (7.9 FT)
 PU1584'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 1.7 M (5.6 FT) WEST OF
 PU1584'THE CENTER OF THE ENTRANCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 PU1584'STREET, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING.
 PU1584
 PU1584                          STATION RECOVERY (1997)
 PU1584
 PU1584'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1584'RECOVERED IN GOOD CONDITION.
 PU1584
 PU1584                          STATION RECOVERY (2007)
 PU1584
 PU1584'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 PU1584'RECOVERED IN GOOD CONDITION.
 PU1584
 PU1584                          STATION RECOVERY (2010)
 PU1584
 PU1584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 PU1584'RECOVERED IN GOOD CONDITION.
 PU1584
 PU1584                          STATION RECOVERY (2016)
 PU1584
 PU1584'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 PU1584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1118 ***********************************************************************
 PU1118  DESIGNATION -  L 11 B 1
 PU1118  PID         -  PU1118
 PU1118  STATE/COUNTY-  SD/BUTTE
 PU1118  COUNTRY     -  US
 PU1118  USGS QUAD   -  NEWELL (2017)
 PU1118
 PU1118                         *CURRENT SURVEY CONTROL
 PU1118  ______________________________________________________________________
 PU1118* NAD 83(1986) POSITION- 44 38 53.     (N) 103 28 58.     (W)   SCALED
 PU1118* NAVD 88 ORTHO HEIGHT -   859.672 (meters)     2820.44  (feet) ADJUSTED
 PU1118  ______________________________________________________________________
 PU1118  GEOID HEIGHT    -        -16.146 (meters)                     GEOID18
 PU1118  DYNAMIC HEIGHT  -        859.446 (meters)     2819.70  (feet) COMP
 PU1118  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 PU1118
 PU1118  VERT ORDER      -  SECOND    CLASS 0
 PU1118
 PU1118.The horizontal coordinates were scaled from a map and have
 PU1118.an estimated accuracy of +/- 6 seconds.
 PU1118
 PU1118.The orthometric height was determined by differential leveling and
 PU1118.adjusted by the NATIONAL GEODETIC SURVEY
 PU1118.in June 1991.
 PU1118
 PU1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1118.GEOID18 height accuracy estimate available here.
 PU1118
 PU1118.Click photographs - Photos may exist for this station.
 PU1118
 PU1118.The dynamic height is computed by dividing the NAVD 88
 PU1118.geopotential number by the normal gravity value computed on the
 PU1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1118.degrees latitude (g = 980.6199 gals.).
 PU1118
 PU1118.The modeled gravity was interpolated from observed gravity values.
 PU1118
 PU1118;                    North         East    Units  Estimated Accuracy
 PU1118;SPC SD N     -    96,480.      323,810.      MT  (+/- 180 meters Scaled)
 PU1118
 PU1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK203449(NAD 83)
 PU1118
 PU1118                          SUPERSEDED SURVEY CONTROL
 PU1118
 PU1118  NGVD 29 (??/??/92)  859.19   (m)         2818.9    (f) COMPUTED    2 0
 PU1118
 PU1118.Superseded values are not recommended for survey control.
 PU1118
 PU1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1118.See file dsdata.pdf to determine how the superseded data were derived.
 PU1118
 PU1118_MARKER: Z = SEE DESCRIPTION
 PU1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1118_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1118+STABILITY: SURFACE MOTION
 PU1118
 PU1118  HISTORY     - Date     Condition        Report By
 PU1118  HISTORY     - UNK      MONUMENTED       USAF
 PU1118  HISTORY     - 1962     GOOD             CGS
 PU1118
 PU1118                          STATION DESCRIPTION
 PU1118
 PU1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1118'5.4 MI SE FROM NISLAND.
 PU1118'3.0 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE WATER TOWER AT
 PU1118'NISLAND, THENCE 2.2 MILES SOUTH ALONG A ROAD, THENCE 0.25 MILE
 PU1118'EAST ALONG THE SOUTH LEVEE ROAD OF A CANAL, 25 FEET SOUTH OF
 PU1118'THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A FENCE LINE, THE
 PU1118'CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU1118'PIER THAT PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1119 ***********************************************************************
 PU1119  DESIGNATION -  L 11 B 2
 PU1119  PID         -  PU1119
 PU1119  STATE/COUNTY-  SD/BUTTE
 PU1119  COUNTRY     -  US
 PU1119  USGS QUAD   -  NEWELL (2017)
 PU1119
 PU1119                         *CURRENT SURVEY CONTROL
 PU1119  ______________________________________________________________________
 PU1119* NAD 83(1986) POSITION- 44 38 39.     (N) 103 28 53.     (W)   SCALED
 PU1119* NAVD 88 ORTHO HEIGHT -   862.680 (meters)     2830.31  (feet) ADJUSTED
 PU1119  ______________________________________________________________________
 PU1119  GEOID HEIGHT    -        -16.143 (meters)                     GEOID18
 PU1119  DYNAMIC HEIGHT  -        862.452 (meters)     2829.56  (feet) COMP
 PU1119  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1119
 PU1119  VERT ORDER      -  SECOND    CLASS 0
 PU1119
 PU1119.The horizontal coordinates were scaled from a map and have
 PU1119.an estimated accuracy of +/- 6 seconds.
 PU1119
 PU1119.The orthometric height was determined by differential leveling and
 PU1119.adjusted by the NATIONAL GEODETIC SURVEY
 PU1119.in June 1991.
 PU1119
 PU1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1119.GEOID18 height accuracy estimate available here.
 PU1119
 PU1119.Click photographs - Photos may exist for this station.
 PU1119
 PU1119.The dynamic height is computed by dividing the NAVD 88
 PU1119.geopotential number by the normal gravity value computed on the
 PU1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1119.degrees latitude (g = 980.6199 gals.).
 PU1119
 PU1119.The modeled gravity was interpolated from observed gravity values.
 PU1119
 PU1119;                    North         East    Units  Estimated Accuracy
 PU1119;SPC SD N     -    96,040.      323,910.      MT  (+/- 180 meters Scaled)
 PU1119
 PU1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK204445(NAD 83)
 PU1119
 PU1119                          SUPERSEDED SURVEY CONTROL
 PU1119
 PU1119  NGVD 29 (??/??/92)  862.20   (m)         2828.7    (f) COMPUTED    2 0
 PU1119
 PU1119.Superseded values are not recommended for survey control.
 PU1119
 PU1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1119.See file dsdata.pdf to determine how the superseded data were derived.
 PU1119
 PU1119_MARKER: Z = SEE DESCRIPTION
 PU1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1119_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1119+STABILITY: SURFACE MOTION
 PU1119
 PU1119  HISTORY     - Date     Condition        Report By
 PU1119  HISTORY     - UNK      MONUMENTED       USAF
 PU1119  HISTORY     - 1962     GOOD             CGS
 PU1119
 PU1119                          STATION DESCRIPTION
 PU1119
 PU1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1119'5.8 MI SE FROM NISLAND.
 PU1119'3.0 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE WATER TOWER
 PU1119'AT NISLAND, THENCE 2.45 MILES SOUTH, THENCE 0.3 MILE EAST ALONG
 PU1119'A FENCE LINE, THE CENTER OF A TRIBRACH MOUNTED ON THE TOP OF
 PU1119'AN 18-INCH CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0540 ***********************************************************************
 QS0540  DESIGNATION -  L 119
 QS0540  PID         -  QS0540
 QS0540  STATE/COUNTY-  SD/CORSON
 QS0540  COUNTRY     -  US
 QS0540  USGS QUAD   -  KELDRON (2017)
 QS0540
 QS0540                         *CURRENT SURVEY CONTROL
 QS0540  ______________________________________________________________________
 QS0540* NAD 83(1986) POSITION- 45 55 45.     (N) 101 48 13.     (W)   SCALED
 QS0540* NAVD 88 ORTHO HEIGHT -   715.790 (meters)     2348.39  (feet) ADJUSTED
 QS0540  ______________________________________________________________________
 QS0540  GEOID HEIGHT    -        -19.653 (meters)                     GEOID18
 QS0540  DYNAMIC HEIGHT  -        715.713 (meters)     2348.14  (feet) COMP
 QS0540  MODELED GRAVITY -    980,483.9   (mgal)                       NAVD 88
 QS0540
 QS0540  VERT ORDER      -  SECOND    CLASS 0
 QS0540
 QS0540.The horizontal coordinates were scaled from a map and have
 QS0540.an estimated accuracy of +/- 6 seconds.
 QS0540
 QS0540.The orthometric height was determined by differential leveling and
 QS0540.adjusted by the NATIONAL GEODETIC SURVEY
 QS0540.in June 1991.
 QS0540
 QS0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0540.GEOID18 height accuracy estimate available here.
 QS0540
 QS0540.Click photographs - Photos may exist for this station.
 QS0540
 QS0540.The dynamic height is computed by dividing the NAVD 88
 QS0540.geopotential number by the normal gravity value computed on the
 QS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0540.degrees latitude (g = 980.6199 gals.).
 QS0540
 QS0540.The modeled gravity was interpolated from observed gravity values.
 QS0540
 QS0540;                    North         East    Units  Estimated Accuracy
 QS0540;SPC SD N     -   234,470.      460,110.      MT  (+/- 180 meters Scaled)
 QS0540
 QS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR826899(NAD 83)
 QS0540
 QS0540                          SUPERSEDED SURVEY CONTROL
 QS0540
 QS0540  NGVD 29 (??/??/92)  715.308  (m)         2346.81   (f) ADJ UNCH    2 0
 QS0540
 QS0540.Superseded values are not recommended for survey control.
 QS0540
 QS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0540.See file dsdata.pdf to determine how the superseded data were derived.
 QS0540
 QS0540_MARKER: DB = BENCH MARK DISK
 QS0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0540_STAMPING: L 119 1934
 QS0540_MARK LOGO: CGS
 QS0540_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0540+STABILITY: SURFACE MOTION
 QS0540
 QS0540  HISTORY     - Date     Condition        Report By
 QS0540  HISTORY     - 1934     MONUMENTED       CGS
 QS0540  HISTORY     - 1972     MARK NOT FOUND   USGS
 QS0540
 QS0540                          STATION DESCRIPTION
 QS0540
 QS0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0540'AT KELDRON.
 QS0540'AT KELDRON, CORSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0540'AND PACIFIC RAILROAD, 0.2 MILE EAST OF THE STATION, AT A ROAD
 QS0540'CROSSING, 95 FEET NORTH OF THE CENTER LINE OF THE TRACK, 79.8
 QS0540'FEET NORTH OF THE CENTER LINE OF THE PASSING TRACK, 70 FEET
 QS0540'EAST OF THE CENTER LINE OF THE ROAD, AND 35.5 FEET SOUTH OF THE
 QS0540'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 119 1934 AND
 QS0540'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 QS0540'GROUND.
 QS0540
 QS0540                          STATION RECOVERY (1972)
 QS0540
 QS0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QS0540'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0371 ***********************************************************************
 OT0371  DESIGNATION -  L 12
 OT0371  PID         -  OT0371
 OT0371  STATE/COUNTY-  SD/FALL RIVER
 OT0371  COUNTRY     -  US
 OT0371  USGS QUAD   -  HOT SPRINGS (2017)
 OT0371
 OT0371                         *CURRENT SURVEY CONTROL
 OT0371  ______________________________________________________________________
 OT0371* NAD 83(1986) POSITION- 43 26 07.50   (N) 103 28 50.82   (W)   HD_HELD1
 OT0371* NAVD 88 ORTHO HEIGHT -  1053.672 (meters)     3456.92  (feet) ADJUSTED
 OT0371  ______________________________________________________________________
 OT0371  GEOID HEIGHT    -        -15.531 (meters)                     GEOID18
 OT0371  DYNAMIC HEIGHT  -       1053.238 (meters)     3455.50  (feet) COMP
 OT0371  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 OT0371
 OT0371  VERT ORDER      -  FIRST     CLASS II
 OT0371
 OT0371.The horizontal coordinates were determined by differentially corrected
 OT0371.hand held GPS observations or other comparable positioning techniques
 OT0371.and have an estimated accuracy of +/- 3 meters.
 OT0371
 OT0371.The orthometric height was determined by differential leveling and
 OT0371.adjusted by the NATIONAL GEODETIC SURVEY
 OT0371.in June 1991.
 OT0371
 OT0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0371.GEOID18 height accuracy estimate available here.
 OT0371
 OT0371.Click photographs - Photos may exist for this station.
 OT0371
 OT0371.The dynamic height is computed by dividing the NAVD 88
 OT0371.geopotential number by the normal gravity value computed on the
 OT0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0371.degrees latitude (g = 980.6199 gals.).
 OT0371
 OT0371.The modeled gravity was interpolated from observed gravity values.
 OT0371
 OT0371;                    North         East    Units  Estimated Accuracy
 OT0371;SPC SD S     -   127,258.8     345,257.0     MT  (+/- 3 meters HH1 GPS) 
 OT0371
 OT0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2295110289(NAD 83)
 OT0371
 OT0371                          SUPERSEDED SURVEY CONTROL
 OT0371
 OT0371  NGVD 29 (??/??/92) 1053.177  (m)         3455.30   (f) ADJ UNCH    1 2
 OT0371
 OT0371.Superseded values are not recommended for survey control.
 OT0371
 OT0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0371.See file dsdata.pdf to determine how the superseded data were derived.
 OT0371
 OT0371_MARKER: DB = BENCH MARK DISK
 OT0371_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OT0371_SP_SET: BUILDING
 OT0371_STAMPING: L 12 1926
 OT0371_MARK LOGO: CGS
 OT0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0371+STABILITY: POSITION/ELEVATION WELL
 OT0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0371+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2019
 OT0371
 OT0371  HISTORY     - Date     Condition        Report By
 OT0371  HISTORY     - 1926     MONUMENTED       CGS
 OT0371  HISTORY     - 1963     GOOD             CGS
 OT0371  HISTORY     - 1985     GOOD             NGS
 OT0371  HISTORY     - 19950410 GOOD             NGS
 OT0371  HISTORY     - 20190607 GOOD             USPSQD
 OT0371
 OT0371                          STATION DESCRIPTION
 OT0371
 OT0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0371'0.6 MI NW FROM HOT SPRINGS.
 OT0371'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE HIGHWAY 87
 OT0371'FROM THE POST OFFICE AT HOT SPRINGS, IN SECTION 13, T 7 S, R 5 E,
 OT0371'IN THE SOUTH FACE OF A STONE BUILDING, 1.9 FEET ABOVE THE
 OT0371'SIDEWALK, 101 FEET EAST OF THE CENTER OF AN INTERSECTION OF U.S.
 OT0371'HIGHWAY 385 AND STATE HIGHWAY 87, 27 FEET NORTH OF THE CENTER
 OT0371'LINE OF NATIONAL AVENUE, 4.5 FEET WEST OF THE SOUTHEAST CORNER
 OT0371'OF A STONE BUILDING, AND SET VERTICALLY IN THE SOUTH FACE OF
 OT0371'A STONE BUILDING, OCCUPIED BY THE FIRST NATIONAL BANK OF THE
 OT0371'BLACK HILLS.
 OT0371
 OT0371                          STATION RECOVERY (1985)
 OT0371
 OT0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0371'RECOVERED IN GOOD CONDITION.
 OT0371
 OT0371                          STATION RECOVERY (1995)
 OT0371
 OT0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0371'IN HOT SPRINGS, AT THE INTERSECTION OF U.S. HIGHWAY 385 (WATER STREET)
 OT0371'AND NATIONAL AVENUE, SET VERTICALLY IN THE SOUTH FACE OF A LARGE STONE
 OT0371'BUILDING HOUSING AN ART GALLERY AND A MINI MALL, 30.8 M (101.0 FT)
 OT0371'EAST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) NORTH OF THE AVENUE
 OT0371'CENTER, 1.1 M (3.6 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 OT0371'AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 OT0371
 OT0371                          STATION RECOVERY (2019)
 OT0371
 OT0371'RECOVERY NOTE BY US POWER SQUADRON 2019 (MLG)
 OT0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1213 ***********************************************************************
 PU1213  DESIGNATION -  L 121
 PU1213  PID         -  PU1213
 PU1213  STATE/COUNTY-  SD/BUTTE
 PU1213  COUNTRY     -  US
 PU1213  USGS QUAD   -  VALE NE (2017)
 PU1213
 PU1213                         *CURRENT SURVEY CONTROL
 PU1213  ______________________________________________________________________
 PU1213* NAD 83(1986) POSITION- 44 42 57.     (N) 103 18 14.     (W)   SCALED
 PU1213* NAVD 88 ORTHO HEIGHT -   847.166 (meters)     2779.41  (feet) ADJUSTED
 PU1213  ______________________________________________________________________
 PU1213  GEOID HEIGHT    -        -16.621 (meters)                     GEOID18
 PU1213  DYNAMIC HEIGHT  -        846.953 (meters)     2778.71  (feet) COMP
 PU1213  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 PU1213
 PU1213  VERT ORDER      -  SECOND    CLASS 0
 PU1213
 PU1213.The horizontal coordinates were scaled from a map and have
 PU1213.an estimated accuracy of +/- 6 seconds.
 PU1213
 PU1213.The orthometric height was determined by differential leveling and
 PU1213.adjusted by the NATIONAL GEODETIC SURVEY
 PU1213.in June 1991.
 PU1213
 PU1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1213.GEOID18 height accuracy estimate available here.
 PU1213
 PU1213.Click photographs - Photos may exist for this station.
 PU1213
 PU1213.The dynamic height is computed by dividing the NAVD 88
 PU1213.geopotential number by the normal gravity value computed on the
 PU1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1213.degrees latitude (g = 980.6199 gals.).
 PU1213
 PU1213.The modeled gravity was interpolated from observed gravity values.
 PU1213
 PU1213;                    North         East    Units  Estimated Accuracy
 PU1213;SPC SD N     -   103,410.      338,300.      MT  (+/- 180 meters Scaled)
 PU1213
 PU1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK343527(NAD 83)
 PU1213
 PU1213                          SUPERSEDED SURVEY CONTROL
 PU1213
 PU1213  NGVD 29 (??/??/92)  846.689  (m)         2777.85   (f) ADJ UNCH    2 0
 PU1213
 PU1213.Superseded values are not recommended for survey control.
 PU1213
 PU1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1213.See file dsdata.pdf to determine how the superseded data were derived.
 PU1213
 PU1213_MARKER: DB = BENCH MARK DISK
 PU1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1213_STAMPING: L 121 1934
 PU1213_MARK LOGO: CGS
 PU1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1213+STABILITY: SURFACE MOTION
 PU1213
 PU1213  HISTORY     - Date     Condition        Report By
 PU1213  HISTORY     - 1934     MONUMENTED       CGS
 PU1213  HISTORY     - 1963     GOOD             CGS
 PU1213
 PU1213                          STATION DESCRIPTION
 PU1213
 PU1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GBG)
 PU1213'6.4 MI E FROM NEWELL.
 PU1213'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1213'AT NEWELL, THENCE 5.2 MILES EAST ALONG A GRAVELED ROAD, ABOUT
 PU1213'0.4 MILE EAST OF A 125-FOOT WOODEN BRIDGE OVER WILLOW CREEK, 60
 PU1213'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A PRIVATE ROAD
 PU1213'LEADING SOUTH TO THE BREIDENBACH RANCH, 51.5 FEET SOUTH OF THE
 PU1213'CENTERLINE OF THE ROAD, 33.5 FEET WEST OF THE CENTERLINE OF THE
 PU1213'PRIVATE ROAD, 7.5 FEET SOUTHWEST OF A FENCE CORNER WHICH IS THE
 PU1213'MORE NORTHERLY OF TWO, 6.0 FEET SOUTH OF A METAL WITNESS POST,
 PU1213'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU1213'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0176 ***********************************************************************
 QT0176  DESIGNATION -  L 122 RESET
 QT0176  PID         -  QT0176
 QT0176  STATE/COUNTY-  SD/MEADE
 QT0176  COUNTRY     -  US
 QT0176  USGS QUAD   -  CEDAR CANYON (2017)
 QT0176
 QT0176                         *CURRENT SURVEY CONTROL
 QT0176  ______________________________________________________________________
 QT0176* NAD 83(1986) POSITION- 45 01 22.     (N) 102 42 34.     (W)   SCALED
 QT0176* NAVD 88 ORTHO HEIGHT -   910.264 (meters)     2986.42  (feet) ADJUSTED
 QT0176  ______________________________________________________________________
 QT0176  GEOID HEIGHT    -        -17.766 (meters)                     GEOID18
 QT0176  DYNAMIC HEIGHT  -        910.061 (meters)     2985.76  (feet) COMP
 QT0176  MODELED GRAVITY -    980,361.9   (mgal)                       NAVD 88
 QT0176
 QT0176  VERT ORDER      -  FIRST     CLASS II
 QT0176
 QT0176.The horizontal coordinates were scaled from a map and have
 QT0176.an estimated accuracy of +/- 6 seconds.
 QT0176
 QT0176.The orthometric height was determined by differential leveling and
 QT0176.adjusted by the NATIONAL GEODETIC SURVEY
 QT0176.in July 1998.
 QT0176
 QT0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0176.GEOID18 height accuracy estimate available here.
 QT0176
 QT0176.Click photographs - Photos may exist for this station.
 QT0176
 QT0176.The dynamic height is computed by dividing the NAVD 88
 QT0176.geopotential number by the normal gravity value computed on the
 QT0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0176.degrees latitude (g = 980.6199 gals.).
 QT0176
 QT0176.The modeled gravity was interpolated from observed gravity values.
 QT0176
 QT0176;                    North         East    Units  Estimated Accuracy
 QT0176;SPC SD N     -   135,750.      386,510.      MT  (+/- 180 meters Scaled)
 QT0176
 QT0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK804880(NAD 83)
 QT0176
 QT0176                          SUPERSEDED SURVEY CONTROL
 QT0176
 QT0176  NAVD 88 (06/15/91)  910.464  (m)         2987.08   (f) SUPERSEDED  1 2
 QT0176  NGVD 29 (??/??/92)  909.99   (m)         2985.5    (f) COMPUTED    1 2
 QT0176
 QT0176.Superseded values are not recommended for survey control.
 QT0176
 QT0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0176.See file dsdata.pdf to determine how the superseded data were derived.
 QT0176
 QT0176_MARKER: DB = BENCH MARK DISK
 QT0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0176_STAMPING: L 122 RESET 1948
 QT0176_MARK LOGO: CGS
 QT0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0176+STABILITY: SURFACE MOTION
 QT0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0176+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0176
 QT0176  HISTORY     - Date     Condition        Report By
 QT0176  HISTORY     - 1948     MONUMENTED       SDHD
 QT0176  HISTORY     - 1962     GOOD             CGS
 QT0176  HISTORY     - 19960425 GOOD             NGS
 QT0176
 QT0176                          STATION DESCRIPTION
 QT0176
 QT0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0176'5.8 MI W FROM MAURINE.
 QT0176'5.8 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0176'MAURINE, 0.1 MILE WEST OF A GATE IN FENCE LINE AND JUNCTION OF
 QT0176'FENCES, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET
 QT0176'SOUTH OF A FENCE, 6.8 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2
 QT0176'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QT0176'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QT0176
 QT0176                          STATION RECOVERY (1996)
 QT0176
 QT0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0176'13.7 KM (8.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0176'IN MUD BUTTE, 779.0 M (2555.8 FT) EAST OF MILEPOST 81, 30.2 M (99.1
 QT0176'FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT) EAST OF THE EAST
 QT0176'END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 QT0176'HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) EAST OF A
 QT0176'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 QT0176'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0177 ***********************************************************************
 QT0177  DESIGNATION -  L 122 RESET
 QT0177  PID         -  QT0177
 QT0177  STATE/COUNTY-  SD/MEADE
 QT0177  COUNTRY     -  US
 QT0177  USGS QUAD   -  CEDAR CANYON (2017)
 QT0177
 QT0177                         *CURRENT SURVEY CONTROL
 QT0177  ______________________________________________________________________
 QT0177* NAD 83(1986) POSITION- 45 01 23.     (N) 102 42 33.     (W)   SCALED
 QT0177* NAVD 88 ORTHO HEIGHT -   910.25  (meters)     2986.4   (feet) RESET
 QT0177  ______________________________________________________________________
 QT0177  GEOID HEIGHT    -        -17.766 (meters)                     GEOID18
 QT0177  VERT ORDER      -  THIRD
 QT0177
 QT0177.The horizontal coordinates were scaled from a map and have
 QT0177.an estimated accuracy of +/- 6 seconds.
 QT0177
 QT0177.The orthometric height was computed from unverified reset data.
 QT0177
 QT0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0177.GEOID18 height accuracy estimate available here.
 QT0177
 QT0177.Click photographs - Photos may exist for this station.
 QT0177
 QT0177;                    North         East    Units  Estimated Accuracy
 QT0177;SPC SD N     -   135,780.      386,530.      MT  (+/- 180 meters Scaled)
 QT0177
 QT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK804880(NAD 83)
 QT0177
 QT0177                          SUPERSEDED SURVEY CONTROL
 QT0177
 QT0177.No superseded survey control is available for this station.
 QT0177
 QT0177_MARKER: DB = BENCH MARK DISK
 QT0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0177_STAMPING: L 122 RESET 1966
 QT0177_MARK LOGO: CGS
 QT0177_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0177+STABILITY: SURFACE MOTION
 QT0177
 QT0177  HISTORY     - Date     Condition        Report By
 QT0177  HISTORY     - 1966     MONUMENTED       CGS
 QT0177
 QT0177                          STATION DESCRIPTION
 QT0177
 QT0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0177'5.8 MI W FROM MAURINE.
 QT0177'5.8 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0177'0.1 MILE WEST OF A GATE IN FENCE LINE AND JUNCTION OF FENCES,
 QT0177'99 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 212, 5 FEET NORTHWEST
 QT0177'OF A TELEPHONE POLE, 1.7 FEET EAST OF A METAL WITNESS POST, AND
 QT0177'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0523 ***********************************************************************
 QS0523  DESIGNATION -  L 123
 QS0523  PID         -  QS0523
 QS0523  STATE/COUNTY-  SD/ZIEBACH
 QS0523  COUNTRY     -  US
 QS0523  USGS QUAD   -  RED ELM SW (2017)
 QS0523
 QS0523                         *CURRENT SURVEY CONTROL
 QS0523  ______________________________________________________________________
 QS0523* NAD 83(1986) POSITION- 45 01 07.     (N) 101 55 46.     (W)   SCALED
 QS0523* NAVD 88 ORTHO HEIGHT -   787.586 (meters)     2583.94  (feet) ADJUSTED
 QS0523  ______________________________________________________________________
 QS0523  GEOID HEIGHT    -        -19.720 (meters)                     GEOID18
 QS0523  DYNAMIC HEIGHT  -        787.435 (meters)     2583.44  (feet) COMP
 QS0523  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 QS0523
 QS0523  VERT ORDER      -  SECOND    CLASS 0
 QS0523
 QS0523.The horizontal coordinates were scaled from a map and have
 QS0523.an estimated accuracy of +/- 6 seconds.
 QS0523
 QS0523.The orthometric height was determined by differential leveling and
 QS0523.adjusted by the NATIONAL GEODETIC SURVEY
 QS0523.in June 1991.
 QS0523
 QS0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0523.GEOID18 height accuracy estimate available here.
 QS0523
 QS0523.Click photographs - Photos may exist for this station.
 QS0523
 QS0523.The dynamic height is computed by dividing the NAVD 88
 QS0523.geopotential number by the normal gravity value computed on the
 QS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0523.degrees latitude (g = 980.6199 gals.).
 QS0523
 QS0523.The modeled gravity was interpolated from observed gravity values.
 QS0523
 QS0523;                    North         East    Units  Estimated Accuracy
 QS0523;SPC SD N     -   133,520.      447,940.      MT  (+/- 180 meters Scaled)
 QS0523
 QS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ691891(NAD 83)
 QS0523
 QS0523                          SUPERSEDED SURVEY CONTROL
 QS0523
 QS0523  NGVD 29 (??/??/92)  787.134  (m)         2582.46   (f) ADJ UNCH    2 0
 QS0523
 QS0523.Superseded values are not recommended for survey control.
 QS0523
 QS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0523.See file dsdata.pdf to determine how the superseded data were derived.
 QS0523
 QS0523_MARKER: DB = BENCH MARK DISK
 QS0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0523_STAMPING: L 123 1934
 QS0523_MARK LOGO: CGS
 QS0523_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0523+STABILITY: SURFACE MOTION
 QS0523
 QS0523  HISTORY     - Date     Condition        Report By
 QS0523  HISTORY     - 1934     MONUMENTED       CGS
 QS0523
 QS0523                          STATION DESCRIPTION
 QS0523
 QS0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0523'6.2 MI E FROM FAITH.
 QS0523'IN ZIEBACH COUNTY, 6.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 QS0523'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT FAITH, MEADE
 QS0523'COUNTY, 0.5 MILE WEST OF THE CROSSING OF A GRADED COUNTY ROAD,
 QS0523'470 FEET NORTHEAST OF MILEPOST 100, 325 FEET SOUTHWEST OF THE
 QS0523'CENTER OF AN OLD ABANDONED ROAD CROSSING, AND 37.7 FEET NORTHWEST
 QS0523'OF THE NORTHWEST RAIL OF THE TRACK.  A STANDARD DISK, STAMPED
 QS0523'L 123 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 QS0523'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0270 ***********************************************************************
 QT0270  DESIGNATION -  L 124
 QT0270  PID         -  QT0270
 QT0270  STATE/COUNTY-  SD/BUTTE
 QT0270  COUNTRY     -  US
 QT0270  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0270
 QT0270                         *CURRENT SURVEY CONTROL
 QT0270  ______________________________________________________________________
 QT0270* NAD 83(1986) POSITION- 45 06 39.     (N) 103 24 20.     (W)   SCALED
 QT0270* NAVD 88 ORTHO HEIGHT -   870.780 (meters)     2856.88  (feet) ADJUSTED
 QT0270  ______________________________________________________________________
 QT0270  GEOID HEIGHT    -        -16.484 (meters)                     GEOID18
 QT0270  DYNAMIC HEIGHT  -        870.592 (meters)     2856.27  (feet) COMP
 QT0270  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 QT0270
 QT0270  VERT ORDER      -  SECOND    CLASS 0
 QT0270
 QT0270.The horizontal coordinates were scaled from a map and have
 QT0270.an estimated accuracy of +/- 6 seconds.
 QT0270
 QT0270.The orthometric height was determined by differential leveling and
 QT0270.adjusted by the NATIONAL GEODETIC SURVEY
 QT0270.in June 1991.
 QT0270
 QT0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0270.GEOID18 height accuracy estimate available here.
 QT0270
 QT0270.Click photographs - Photos may exist for this station.
 QT0270
 QT0270.The dynamic height is computed by dividing the NAVD 88
 QT0270.geopotential number by the normal gravity value computed on the
 QT0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0270.degrees latitude (g = 980.6199 gals.).
 QT0270
 QT0270.The modeled gravity was interpolated from observed gravity values.
 QT0270
 QT0270;                    North         East    Units  Estimated Accuracy
 QT0270;SPC SD N     -   147,600.      332,100.      MT  (+/- 180 meters Scaled)
 QT0270
 QT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK254964(NAD 83)
 QT0270
 QT0270                          SUPERSEDED SURVEY CONTROL
 QT0270
 QT0270  NGVD 29 (??/??/92)  870.300  (m)         2855.31   (f) ADJ UNCH    2 0
 QT0270
 QT0270.Superseded values are not recommended for survey control.
 QT0270
 QT0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0270.See file dsdata.pdf to determine how the superseded data were derived.
 QT0270
 QT0270_MARKER: DB = BENCH MARK DISK
 QT0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0270_STAMPING: L-124-1934
 QT0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0270+STABILITY: SURFACE MOTION
 QT0270
 QT0270  HISTORY     - Date     Condition        Report By
 QT0270  HISTORY     - 1934     MONUMENTED       CGS
 QT0270  HISTORY     - 1942     GOOD             CGS
 QT0270
 QT0270                          STATION DESCRIPTION
 QT0270
 QT0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0270'10.4 MI N FROM CASTLE ROCK.
 QT0270'IS LOCATED 10.4 MILES NORTH OF THE POST OFFICE AT CASTLE ROCK,
 QT0270'175 YDS. SOUTH OF SOUTH END OF THE SOUTH WOODEN BRIDGE OVER
 QT0270'THE SOUTH FORK OF THE MOREAU RIVER, 105 FT. SOUTH OF CENTERLINE
 QT0270'OF ROAD THAT RUNS EAST OFF OF HIGHWAY, 54 FT. EAST OF CENTERLINE
 QT0270'OF HY. 79.  STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN HIGH.
 QT0270
 QT0270                          STATION RECOVERY (1942)
 QT0270
 QT0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 QT0270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0061 ***********************************************************************
 QT0061  DESIGNATION -  L 125
 QT0061  PID         -  QT0061
 QT0061  STATE/COUNTY-  SD/PERKINS
 QT0061  COUNTRY     -  US
 QT0061  USGS QUAD   -  FAITH SW (2017)
 QT0061
 QT0061                         *CURRENT SURVEY CONTROL
 QT0061  ______________________________________________________________________
 QT0061* NAD 83(1986) POSITION- 45 06 18.     (N) 102 08 18.     (W)   SCALED
 QT0061* NAVD 88 ORTHO HEIGHT -   751.353 (meters)     2465.06  (feet) ADJUSTED
 QT0061  ______________________________________________________________________
 QT0061  GEOID HEIGHT    -        -19.125 (meters)                     GEOID18
 QT0061  DYNAMIC HEIGHT  -        751.214 (meters)     2464.61  (feet) COMP
 QT0061  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 QT0061
 QT0061  VERT ORDER      -  SECOND    CLASS 0
 QT0061
 QT0061.The horizontal coordinates were scaled from a map and have
 QT0061.an estimated accuracy of +/- 6 seconds.
 QT0061
 QT0061.The orthometric height was determined by differential leveling and
 QT0061.adjusted by the NATIONAL GEODETIC SURVEY
 QT0061.in June 1991.
 QT0061
 QT0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0061.GEOID18 height accuracy estimate available here.
 QT0061
 QT0061.Click photographs - Photos may exist for this station.
 QT0061
 QT0061.The dynamic height is computed by dividing the NAVD 88
 QT0061.geopotential number by the normal gravity value computed on the
 QT0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0061.degrees latitude (g = 980.6199 gals.).
 QT0061
 QT0061.The modeled gravity was interpolated from observed gravity values.
 QT0061
 QT0061;                    North         East    Units  Estimated Accuracy
 QT0061;SPC SD N     -   143,530.      431,740.      MT  (+/- 180 meters Scaled)
 QT0061
 QT0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK251985(NAD 83)
 QT0061
 QT0061                          SUPERSEDED SURVEY CONTROL
 QT0061
 QT0061  NGVD 29 (??/??/92)  750.908  (m)         2463.60   (f) ADJ UNCH    2 0
 QT0061
 QT0061.Superseded values are not recommended for survey control.
 QT0061
 QT0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0061.See file dsdata.pdf to determine how the superseded data were derived.
 QT0061
 QT0061_MARKER: DB = BENCH MARK DISK
 QT0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0061_STAMPING: L 125 1934
 QT0061_MARK LOGO: CGS
 QT0061_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0061+STABILITY: SURFACE MOTION
 QT0061
 QT0061  HISTORY     - Date     Condition        Report By
 QT0061  HISTORY     - 1934     MONUMENTED       CGS
 QT0061  HISTORY     - 1941     GOOD             CGS
 QT0061
 QT0061                          STATION DESCRIPTION
 QT0061
 QT0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0061'10.3 MI NW FROM FAITH.
 QT0061'IN PERKINS COUNTY, 10.3 MILES NORTHWEST ALONG STATE HIGHWAY 73
 QT0061'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QT0061'STATION AT FAITH, MEADE COUNTY, 7.1 MILES SOUTH OF THE POST
 QT0061'OFFICE AT USTA, 240 YARDS SOUTH OF A GROUP OF 16 SMALL WILLOW
 QT0061'TREES, 185 YARDS SOUTH OF A 3-FOOT CORRUGATED-IRON PIPE CULVERT,
 QT0061'45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET WEST
 QT0061'OF A WIRE FENCE.  A STANDARD DISK, STAMPED L 125 1934 AND SET
 QT0061'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0846 ***********************************************************************
 PT0846  DESIGNATION -  L 126
 PT0846  PID         -  PT0846
 PT0846  STATE/COUNTY-  SD/ZIEBACH
 PT0846  COUNTRY     -  US
 PT0846  USGS QUAD   -  BRIDGER (2017)
 PT0846
 PT0846                         *CURRENT SURVEY CONTROL
 PT0846  ______________________________________________________________________
 PT0846* NAD 83(1986) POSITION- 44 32 54.16   (N) 101 59 53.83   (W)   HD_HELD1
 PT0846* NAVD 88 ORTHO HEIGHT -   602.134 (meters)     1975.50  (feet) ADJUSTED
 PT0846  ______________________________________________________________________
 PT0846  GEOID HEIGHT    -        -20.020 (meters)                     GEOID18
 PT0846  DYNAMIC HEIGHT  -        601.998 (meters)     1975.06  (feet) COMP
 PT0846  MODELED GRAVITY -    980,372.6   (mgal)                       NAVD 88
 PT0846
 PT0846  VERT ORDER      -  SECOND    CLASS 0
 PT0846
 PT0846.The horizontal coordinates were determined by differentially corrected
 PT0846.hand held GPS observations or other comparable positioning techniques
 PT0846.and have an estimated accuracy of +/- 3 meters.
 PT0846
 PT0846.The orthometric height was determined by differential leveling and
 PT0846.adjusted by the NATIONAL GEODETIC SURVEY
 PT0846.in June 1991.
 PT0846
 PT0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0846.GEOID18 height accuracy estimate available here.
 PT0846
 PT0846.Click photographs - Photos may exist for this station.
 PT0846
 PT0846.The dynamic height is computed by dividing the NAVD 88
 PT0846.geopotential number by the normal gravity value computed on the
 PT0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0846.degrees latitude (g = 980.6199 gals.).
 PT0846
 PT0846.The modeled gravity was interpolated from observed gravity values.
 PT0846
 PT0846;                    North         East    Units  Estimated Accuracy
 PT0846;SPC SD N     -    81,417.0     441,228.4     MT  (+/- 3 meters HH1 GPS) 
 PT0846
 PT0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6183837156(NAD 83)
 PT0846
 PT0846                          SUPERSEDED SURVEY CONTROL
 PT0846
 PT0846  NGVD 29 (??/??/92)  601.684  (m)         1974.02   (f) ADJ UNCH    2 0
 PT0846
 PT0846.Superseded values are not recommended for survey control.
 PT0846
 PT0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0846.See file dsdata.pdf to determine how the superseded data were derived.
 PT0846
 PT0846_MARKER: DB = BENCH MARK DISK
 PT0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0846_STAMPING: L 126 1934
 PT0846_MARK LOGO: CGS
 PT0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0846+STABILITY: SURFACE MOTION
 PT0846
 PT0846  HISTORY     - Date     Condition        Report By
 PT0846  HISTORY     - 1934     MONUMENTED       CGS
 PT0846  HISTORY     - 1961     GOOD             CGS
 PT0846
 PT0846                          STATION DESCRIPTION
 PT0846
 PT0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PT0846'6.2 MI SE FROM HOWES.
 PT0846'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PT0846'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PT0846'AND 34, THENCE 5.7 MILES SOUTHEAST ALONG A GRAVELED ROAD, 0.2
 PT0846'MILE NORTH OF A CONCRETE BRIDGE, AT THE FOOT OF A HILL, 58 FEET
 PT0846'WEST OF THE CENTER LINE OF THE ROAD, 222 FEET SOUTH OF THE CENTER
 PT0846'OF A GATE, 1 1/2 FEET WEST OF A FENCE, 1.0 FOOT SOUTHWEST OF A
 PT0846'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PT0846'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2438 ***********************************************************************
 PU2438  DESIGNATION -  L 127 RESET
 PU2438  PID         -  PU2438
 PU2438  STATE/COUNTY-  SD/MEADE
 PU2438  COUNTRY     -  US
 PU2438  USGS QUAD   -  WHITE OWL SE (2017)
 PU2438
 PU2438                         *CURRENT SURVEY CONTROL
 PU2438  ______________________________________________________________________
 PU2438* NAD 83(1986) POSITION- 44 36 14.     (N) 102 19 20.     (W)   SCALED
 PU2438* NAVD 88 ORTHO HEIGHT -   799.820 (meters)     2624.08  (feet) ADJUSTED
 PU2438  ______________________________________________________________________
 PU2438  GEOID HEIGHT    -        -19.048 (meters)                     GEOID18
 PU2438  DYNAMIC HEIGHT  -        799.621 (meters)     2623.42  (feet) COMP
 PU2438  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 PU2438
 PU2438  VERT ORDER      -  FIRST     CLASS II
 PU2438
 PU2438.The horizontal coordinates were scaled from a map and have
 PU2438.an estimated accuracy of +/- 6 seconds.
 PU2438
 PU2438.The orthometric height was determined by differential leveling and
 PU2438.adjusted by the NATIONAL GEODETIC SURVEY
 PU2438.in October 1997.
 PU2438
 PU2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2438.GEOID18 height accuracy estimate available here.
 PU2438
 PU2438.Click photographs - Photos may exist for this station.
 PU2438
 PU2438.The dynamic height is computed by dividing the NAVD 88
 PU2438.geopotential number by the normal gravity value computed on the
 PU2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2438.degrees latitude (g = 980.6199 gals.).
 PU2438
 PU2438.The modeled gravity was interpolated from observed gravity values.
 PU2438
 PU2438;                    North         East    Units  Estimated Accuracy
 PU2438;SPC SD N     -    88,270.      415,670.      MT  (+/- 180 meters Scaled)
 PU2438
 PU2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK125424(NAD 83)
 PU2438
 PU2438                          SUPERSEDED SURVEY CONTROL
 PU2438
 PU2438  NGVD 29 (04/17/07)  799.32   (m)         2622.4    (f) RESET       3  
 PU2438
 PU2438.Superseded values are not recommended for survey control.
 PU2438
 PU2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2438.See file dsdata.pdf to determine how the superseded data were derived.
 PU2438
 PU2438_MARKER: DV = VERTICAL CONTROL DISK
 PU2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2438_STAMPING: L 127 RESET 1990
 PU2438_MARK LOGO: NGS
 PU2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2438+STABILITY: SURFACE MOTION
 PU2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2438+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2438
 PU2438  HISTORY     - Date     Condition        Report By
 PU2438  HISTORY     - 1990     MONUMENTED       NGS
 PU2438  HISTORY     - 19950605 GOOD             NGS
 PU2438
 PU2438                          STATION DESCRIPTION
 PU2438
 PU2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2438'8.93 KM (5.55 MI) EAST FROM WHITE OWL, OR 22.37 KM (13.90 MI) WEST
 PU2438'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE ALONG STATE HIGHWAY 34,
 PU2438'THEN 22.55 M (73.98 FT) SOUTH FROM THE CENTER OF 34, 14.63 M (48.00
 PU2438'FT) EAST FROM THE CENTER OF AN APPROACH, 31.70 M (104.00 FT)
 PU2438'EAST-NORTHEAST FROM A POWERPOLE, 0.3 M (1.0 FT) NORTH FROM A WITNESS
 PU2438'POST IN THE RIGHT-OF-WAY FENCE.
 PU2438
 PU2438                          STATION RECOVERY (1995)
 PU2438
 PU2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2438'22.0 KM (13.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU2438'OF STATE HIGHWAY 73 IN HOWES, 303.0 M (994.1 FT) EAST OF MILEPOST 99,
 PU2438'31.7 M (104.0 FT) NORTHEAST OF A UTILITY POLE, 22.7 M (74.5 FT) SOUTH
 PU2438'OF THE HIGHWAY CENTERLINE, 16.5 M (54.1 FT) EAST OF THE CENTER OF A
 PU2438'FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU2438'HIGHWAY, NEAR THE CENTER OF 2 WITNESS POSTS, AND THE MONUMENT PROJECTS
 PU2438'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1050 ***********************************************************************
 PU1050  DESIGNATION -  L 128
 PU1050  PID         -  PU1050
 PU1050  STATE/COUNTY-  SD/MEADE
 PU1050  COUNTRY     -  US
 PU1050  USGS QUAD   -  VOLUNTEER SE (2017)
 PU1050
 PU1050                         *CURRENT SURVEY CONTROL
 PU1050  ______________________________________________________________________
 PU1050* NAD 83(1986) POSITION- 44 30 10.     (N) 103 01 05.     (W)   SCALED
 PU1050* NAVD 88 ORTHO HEIGHT -   846.331 (meters)     2776.67  (feet) ADJUSTED
 PU1050  ______________________________________________________________________
 PU1050  GEOID HEIGHT    -        -17.318 (meters)                     GEOID18
 PU1050  DYNAMIC HEIGHT  -        846.096 (meters)     2775.90  (feet) COMP
 PU1050  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 PU1050
 PU1050  VERT ORDER      -  SECOND    CLASS 0
 PU1050
 PU1050.The horizontal coordinates were scaled from a map and have
 PU1050.an estimated accuracy of +/- 6 seconds.
 PU1050
 PU1050.The orthometric height was determined by differential leveling and
 PU1050.adjusted by the NATIONAL GEODETIC SURVEY
 PU1050.in June 1991.
 PU1050
 PU1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1050.GEOID18 height accuracy estimate available here.
 PU1050
 PU1050.Click photographs - Photos may exist for this station.
 PU1050
 PU1050.The dynamic height is computed by dividing the NAVD 88
 PU1050.geopotential number by the normal gravity value computed on the
 PU1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1050.degrees latitude (g = 980.6199 gals.).
 PU1050
 PU1050.The modeled gravity was interpolated from observed gravity values.
 PU1050
 PU1050;                    North         East    Units  Estimated Accuracy
 PU1050;SPC SD N     -    78,860.      360,050.      MT  (+/- 180 meters Scaled)
 PU1050
 PU1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK575296(NAD 83)
 PU1050
 PU1050                          SUPERSEDED SURVEY CONTROL
 PU1050
 PU1050  NGVD 29 (??/??/92)  845.873  (m)         2775.17   (f) ADJ UNCH    2 0
 PU1050
 PU1050.Superseded values are not recommended for survey control.
 PU1050
 PU1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1050.See file dsdata.pdf to determine how the superseded data were derived.
 PU1050
 PU1050_MARKER: DB = BENCH MARK DISK
 PU1050_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1050_STAMPING: L 128 1934
 PU1050_MARK LOGO: CGS
 PU1050_PROJECTION: PROJECTING 8 CENTIMETERS
 PU1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1050
 PU1050  HISTORY     - Date     Condition        Report By
 PU1050  HISTORY     - 1934     MONUMENTED       CGS
 PU1050  HISTORY     - 1950     GOOD             CGS
 PU1050  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1050
 PU1050                          STATION DESCRIPTION
 PU1050
 PU1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU1050'28.6 MI E FROM STURGIS.
 PU1050'28.6 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1050'AT STURGIS, 0.4 MILE EAST OF A SECTION FENCE, ON THE WEST SLOPE
 PU1050'OF A LONG HILL, 56.5 FEET SOUTHEAST OF A WOODEN MAIL BOX, AND
 PU1050'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PU1050'STAMPED L 128 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1050'3 INCHES ABOVE GROUND.
 PU1050
 PU1050                          STATION RECOVERY (1963)
 PU1050
 PU1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0708 ***********************************************************************
 PU0708  DESIGNATION -  L 129
 PU0708  PID         -  PU0708
 PU0708  STATE/COUNTY-  SD/MEADE
 PU0708  COUNTRY     -  US
 PU0708  USGS QUAD   -  ELM SPRINGS (2017)
 PU0708
 PU0708                         *CURRENT SURVEY CONTROL
 PU0708  ______________________________________________________________________
 PU0708* NAD 83(1986) POSITION- 44 21 32.     (N) 102 33 50.     (W)   SCALED
 PU0708* NAVD 88 ORTHO HEIGHT -   682.346 (meters)     2238.66  (feet) ADJUSTED
 PU0708  ______________________________________________________________________
 PU0708  GEOID HEIGHT    -        -18.553 (meters)                     GEOID18
 PU0708  DYNAMIC HEIGHT  -        682.166 (meters)     2238.07  (feet) COMP
 PU0708  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 PU0708
 PU0708  VERT ORDER      -  SECOND    CLASS 0
 PU0708
 PU0708.The horizontal coordinates were scaled from a map and have
 PU0708.an estimated accuracy of +/- 6 seconds.
 PU0708
 PU0708.The orthometric height was determined by differential leveling and
 PU0708.adjusted by the NATIONAL GEODETIC SURVEY
 PU0708.in June 1991.
 PU0708
 PU0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0708.GEOID18 height accuracy estimate available here.
 PU0708
 PU0708.Click photographs - Photos may exist for this station.
 PU0708
 PU0708.The dynamic height is computed by dividing the NAVD 88
 PU0708.geopotential number by the normal gravity value computed on the
 PU0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0708.degrees latitude (g = 980.6199 gals.).
 PU0708
 PU0708.The modeled gravity was interpolated from observed gravity values.
 PU0708
 PU0708;                    North         East    Units  Estimated Accuracy
 PU0708;SPC SD N     -    61,640.      395,640.      MT  (+/- 180 meters Scaled)
 PU0708
 PU0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK941146(NAD 83)
 PU0708
 PU0708                          SUPERSEDED SURVEY CONTROL
 PU0708
 PU0708  NGVD 29 (??/??/92)  681.890  (m)         2237.17   (f) ADJ UNCH    2 0
 PU0708
 PU0708.Superseded values are not recommended for survey control.
 PU0708
 PU0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0708.See file dsdata.pdf to determine how the superseded data were derived.
 PU0708
 PU0708_MARKER: DB = BENCH MARK DISK
 PU0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0708_STAMPING: L 129 1934
 PU0708_MARK LOGO: CGS
 PU0708_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0708+STABILITY: SURFACE MOTION
 PU0708
 PU0708  HISTORY     - Date     Condition        Report By
 PU0708  HISTORY     - 1934     MONUMENTED       CGS
 PU0708
 PU0708                          STATION DESCRIPTION
 PU0708
 PU0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0708'16.3 MI S FROM ENNING.
 PU0708'16.3 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO WASTA FROM THE
 PU0708'POST OFFICE AT ENNING, MEADE COUNTY, 0.9 MILE SOUTH OF THE
 PU0708'SOUTH END OF THE BRIDGE OVER BELLE FOURCHE RIVER, AT THE FOOT
 PU0708'OF A LONG HILL RISING TOWARD THE SOUTH, 80 YARDS NORTH OF THE NORTH
 PU0708'END OF A SMALL WOODEN BRIDGE, 45 FEET EAST OF THE CENTERLINE
 PU0708'OF THE ROAD, AND 45 YARDS WEST OF THE WEST EDGE OF A DTICH.
 PU0708'A STANDARD DISK, STAMPED L 129 1934 AND SET IN THE TOP OF A
 PU0708'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0112 ***********************************************************************
 PT0112  DESIGNATION -  L 13
 PT0112  PID         -  PT0112
 PT0112  STATE/COUNTY-  SD/LYMAN
 PT0112  COUNTRY     -  US
 PT0112  USGS QUAD   -  SOUTH OF PIERRE (2017)
 PT0112
 PT0112                         *CURRENT SURVEY CONTROL
 PT0112  ______________________________________________________________________
 PT0112* NAD 83(1986) POSITION- 44 09 56.     (N) 100 18 24.     (W)   SCALED
 PT0112* NAVD 88 ORTHO HEIGHT -   604.191 (meters)     1982.25  (feet) ADJUSTED
 PT0112  ______________________________________________________________________
 PT0112  GEOID HEIGHT    -        -24.060 (meters)                     GEOID18
 PT0112  DYNAMIC HEIGHT  -        604.030 (meters)     1981.72  (feet) COMP
 PT0112  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 PT0112
 PT0112  VERT ORDER      -  FIRST     CLASS II
 PT0112
 PT0112.The horizontal coordinates were scaled from a map and have
 PT0112.an estimated accuracy of +/- 6 seconds.
 PT0112
 PT0112.The orthometric height was determined by differential leveling and
 PT0112.adjusted by the NATIONAL GEODETIC SURVEY
 PT0112.in June 1991.
 PT0112
 PT0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0112.GEOID18 height accuracy estimate available here.
 PT0112
 PT0112.Click photographs - Photos may exist for this station.
 PT0112
 PT0112.The dynamic height is computed by dividing the NAVD 88
 PT0112.geopotential number by the normal gravity value computed on the
 PT0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0112.degrees latitude (g = 980.6199 gals.).
 PT0112
 PT0112.The modeled gravity was interpolated from observed gravity values.
 PT0112
 PT0112;                    North         East    Units  Estimated Accuracy
 PT0112;SPC SD S     -   203,550.      602,130.      MT  (+/- 180 meters Scaled)
 PT0112
 PT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP955910(NAD 83)
 PT0112
 PT0112                          SUPERSEDED SURVEY CONTROL
 PT0112
 PT0112  NGVD 29 (??/??/92)  603.788  (m)         1980.93   (f) ADJ UNCH    1 2
 PT0112
 PT0112.Superseded values are not recommended for survey control.
 PT0112
 PT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0112.See file dsdata.pdf to determine how the superseded data were derived.
 PT0112
 PT0112_MARKER: DB = BENCH MARK DISK
 PT0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0112_STAMPING: L 13 1926 1980.928
 PT0112_MARK LOGO: CGS
 PT0112_PROJECTION: FLUSH
 PT0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0112+STABILITY: SURFACE MOTION
 PT0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0112+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1986
 PT0112
 PT0112  HISTORY     - Date     Condition        Report By
 PT0112  HISTORY     - 1926     MONUMENTED       CGS
 PT0112  HISTORY     - 1941     GOOD             CGS
 PT0112  HISTORY     - 1972     MARK NOT FOUND   USGS
 PT0112  HISTORY     - 19861010 SEE DESCRIPTION  NGS
 PT0112
 PT0112                          STATION DESCRIPTION
 PT0112
 PT0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0112'18 MI N FROM VIVIAN.
 PT0112'18 MILES NORTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 PT0112'VIVIAN, LYMAN COUNTY, ABOUT 15 MILES SOUTH OF FORT PIERRE, ABOUT
 PT0112'1 MILE EAST OF U.S. HIGHWAY 83, ABOUT 1/4 MILE SOUTH OF A
 PT0112'FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY, AT THE NORTHEAST
 PT0112'CORNER OF THE INTERSECTION OF A SECTION-LINE ROAD, 40 FEET
 PT0112'EAST OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET EAST OF A FENCE
 PT0112'CORNER, AND 2 FEET SOUTH OF THE NORTH FENCE ALONG THE SECTION-LINE
 PT0112'ROAD.  A STANDARD DISK, STAMPED 1980.928 L 13 1926 AND SET IN
 PT0112'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PT0112
 PT0112                          STATION RECOVERY (1972)
 PT0112
 PT0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PT0112'MARK NOT FOUND.
 PT0112
 PT0112                          STATION RECOVERY (1986)
 PT0112
 PT0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0112'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0051 ***********************************************************************
 OT0051  DESIGNATION -  L 130
 OT0051  PID         -  OT0051
 OT0051  STATE/COUNTY-  SD/PENNINGTON
 OT0051  COUNTRY     -  US
 OT0051  USGS QUAD   -  WALL (2017)
 OT0051
 OT0051                         *CURRENT SURVEY CONTROL
 OT0051  ______________________________________________________________________
 OT0051* NAD 83(1986) POSITION- 43 53 46.     (N) 102 14 20.     (W)   SCALED
 OT0051* NAVD 88 ORTHO HEIGHT -   913.785 (meters)     2997.98  (feet) ADJUSTED
 OT0051  ______________________________________________________________________
 OT0051  GEOID HEIGHT    -        -19.014 (meters)                     GEOID18
 OT0051  DYNAMIC HEIGHT  -        913.486 (meters)     2997.00  (feet) COMP
 OT0051  MODELED GRAVITY -    980,259.6   (mgal)                       NAVD 88
 OT0051
 OT0051  VERT ORDER      -  SECOND    CLASS 0
 OT0051
 OT0051.The horizontal coordinates were scaled from a map and have
 OT0051.an estimated accuracy of +/- 6 seconds.
 OT0051
 OT0051.The orthometric height was determined by differential leveling and
 OT0051.adjusted by the NATIONAL GEODETIC SURVEY
 OT0051.in June 1991.
 OT0051
 OT0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0051.GEOID18 height accuracy estimate available here.
 OT0051
 OT0051.Click photographs - Photos may exist for this station.
 OT0051
 OT0051.The dynamic height is computed by dividing the NAVD 88
 OT0051.geopotential number by the normal gravity value computed on the
 OT0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0051.degrees latitude (g = 980.6199 gals.).
 OT0051
 OT0051.The modeled gravity was interpolated from observed gravity values.
 OT0051
 OT0051;                    North         East    Units  Estimated Accuracy
 OT0051;SPC SD S     -   175,370.      446,920.      MT  (+/- 180 meters Scaled)
 OT0051
 OT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ217640(NAD 83)
 OT0051
 OT0051                          SUPERSEDED SURVEY CONTROL
 OT0051
 OT0051  NGVD 29 (??/??/92)  913.28   (m)         2996.3    (f) COMPUTED    2 0
 OT0051
 OT0051.Superseded values are not recommended for survey control.
 OT0051
 OT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0051.See file dsdata.pdf to determine how the superseded data were derived.
 OT0051
 OT0051_MARKER: DB = BENCH MARK DISK
 OT0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0051_STAMPING: L 130 1934
 OT0051_MARK LOGO: CGS
 OT0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0051+STABILITY: SURFACE MOTION
 OT0051
 OT0051  HISTORY     - Date     Condition        Report By
 OT0051  HISTORY     - 1934     MONUMENTED       CGS
 OT0051  HISTORY     - 1958     MARK NOT FOUND   USGS
 OT0051
 OT0051                          STATION DESCRIPTION
 OT0051
 OT0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0051'6.9 MI S FROM WALL.
 OT0051'LOCATED 6.9 MILES SOUTH OF THE RWY. STATION AT WALL, ALONG ROAD
 OT0051'TO INTERIOR.  0.15 OF MILE NORTH OF AN OLD SECTION LINE ROAD
 OT0051'THAT TURNS WEST OFF OF HIGHWAY TO INTERIOR NEAR TOP OF A HILL,
 OT0051'48 FT. WEST OF CENTERLINE OF HIGHWAY, 2.7 FT. WEST OF R/W FENCE.
 OT0051'STANDARD TABLET SET IN TOP OF A CONCRETE POST 5 IN HIGH.
 OT0051'NOTE-- DESCRIPTION SHOULD BE CHANGED FROM 2.7 FEET WEST OF
 OT0051'RIGHT OF WAY FENCE TO 50 FEET WEST OF RIGHT OF WAY FENCE.
 OT0051'THE ROAD HAS BEEN PAVED AND THE FENCE MOVED.
 OT0051
 OT0051                          STATION RECOVERY (1958)
 OT0051
 OT0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OT0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0052 ***********************************************************************
 OT0052  DESIGNATION -  L 130 RESET
 OT0052  PID         -  OT0052
 OT0052  STATE/COUNTY-  SD/PENNINGTON
 OT0052  COUNTRY     -  US
 OT0052  USGS QUAD   -  WALL (2017)
 OT0052
 OT0052                         *CURRENT SURVEY CONTROL
 OT0052  ______________________________________________________________________
 OT0052* NAD 83(1986) POSITION- 43 53 46.     (N) 102 14 22.     (W)   SCALED
 OT0052* NAVD 88 ORTHO HEIGHT -   914.604 (meters)     3000.66  (feet) ADJUSTED
 OT0052  ______________________________________________________________________
 OT0052  GEOID HEIGHT    -        -19.012 (meters)                     GEOID18
 OT0052  DYNAMIC HEIGHT  -        914.304 (meters)     2999.68  (feet) COMP
 OT0052  MODELED GRAVITY -    980,259.5   (mgal)                       NAVD 88
 OT0052
 OT0052  VERT ORDER      -  SECOND    CLASS 0
 OT0052
 OT0052.The horizontal coordinates were scaled from a map and have
 OT0052.an estimated accuracy of +/- 6 seconds.
 OT0052
 OT0052.The orthometric height was determined by differential leveling and
 OT0052.adjusted by the NATIONAL GEODETIC SURVEY
 OT0052.in June 1991.
 OT0052
 OT0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0052.GEOID18 height accuracy estimate available here.
 OT0052
 OT0052.Click photographs - Photos may exist for this station.
 OT0052
 OT0052.The dynamic height is computed by dividing the NAVD 88
 OT0052.geopotential number by the normal gravity value computed on the
 OT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0052.degrees latitude (g = 980.6199 gals.).
 OT0052
 OT0052.The modeled gravity was interpolated from observed gravity values.
 OT0052
 OT0052;                    North         East    Units  Estimated Accuracy
 OT0052;SPC SD S     -   175,370.      446,880.      MT  (+/- 180 meters Scaled)
 OT0052
 OT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ217640(NAD 83)
 OT0052
 OT0052                          SUPERSEDED SURVEY CONTROL
 OT0052
 OT0052  NGVD 29 (??/??/92)  914.13   (m)         2999.1    (f) COMPUTED    2 0
 OT0052
 OT0052.Superseded values are not recommended for survey control.
 OT0052
 OT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0052.See file dsdata.pdf to determine how the superseded data were derived.
 OT0052
 OT0052_MARKER: DB = BENCH MARK DISK
 OT0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0052_STAMPING: L 130 RESET 1948
 OT0052_MARK LOGO: CGS
 OT0052_PROJECTION: FLUSH
 OT0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0052+STABILITY: SURFACE MOTION
 OT0052
 OT0052  HISTORY     - Date     Condition        Report By
 OT0052  HISTORY     - 1948     MONUMENTED       SDHD
 OT0052  HISTORY     - 1962     GOOD             CGS
 OT0052
 OT0052                          STATION DESCRIPTION
 OT0052
 OT0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0052'7 MI S FROM WALL.
 OT0052'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0052'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0052'THENCE 6.6 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION 6,
 OT0052'T 2 S, R 16 E, ABOUT 0.5 MILE WEST OF THE MOST NORTHERLY ONE
 OT0052'OF TWO STEEL TOWERS, 0.15 MILE NORTH OF A GATE, 0.25 MILE
 OT0052'SOUTH OF A SMALL GROVE OF TREES ON THE WEST SIDE OF THE HIGHWAY,
 OT0052'108 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A LINE CROSSING
 OT0052'OVER THE HIGHWAY, 97 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 OT0052'45 1/2 FEET WEST OF THE FENCE, 1 1/2 FEET WEST OF A METAL WITNESS
 OT0052'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 OT0052'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0618 ***********************************************************************
 PU0618  DESIGNATION -  L 131
 PU0618  PID         -  PU0618
 PU0618  STATE/COUNTY-  SD/PENNINGTON
 PU0618  COUNTRY     -  US
 PU0618  USGS QUAD   -  OWANKA SW (2017)
 PU0618
 PU0618                         *CURRENT SURVEY CONTROL
 PU0618  ______________________________________________________________________
 PU0618* NAD 83(1986) POSITION- 44 04 15.60   (N) 102 43 19.60   (W)   HD_HELD1
 PU0618* NAVD 88 ORTHO HEIGHT -   826.934 (meters)     2713.03  (feet) ADJUSTED
 PU0618  ______________________________________________________________________
 PU0618  GEOID HEIGHT    -        -17.792 (meters)                     GEOID18
 PU0618  DYNAMIC HEIGHT  -        826.677 (meters)     2712.19  (feet) COMP
 PU0618  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 PU0618
 PU0618  VERT ORDER      -  SECOND    CLASS 0
 PU0618
 PU0618.The horizontal coordinates were determined by differentially corrected
 PU0618.hand held GPS observations or other comparable positioning techniques
 PU0618.and have an estimated accuracy of +/- 3 meters.
 PU0618
 PU0618.The orthometric height was determined by differential leveling and
 PU0618.adjusted by the NATIONAL GEODETIC SURVEY
 PU0618.in June 1991.
 PU0618
 PU0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0618.GEOID18 height accuracy estimate available here.
 PU0618
 PU0618.Click photographs - Photos may exist for this station.
 PU0618
 PU0618.The dynamic height is computed by dividing the NAVD 88
 PU0618.geopotential number by the normal gravity value computed on the
 PU0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0618.degrees latitude (g = 980.6199 gals.).
 PU0618
 PU0618.The modeled gravity was interpolated from observed gravity values.
 PU0618
 PU0618;                    North         East    Units  Estimated Accuracy
 PU0618;SPC SD S     -   195,795.0     408,672.1     MT  (+/- 3 meters HH1 GPS) 
 PU0618
 PU0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ8241182281(NAD 83)
 PU0618
 PU0618                          SUPERSEDED SURVEY CONTROL
 PU0618
 PU0618  NGVD 29 (??/??/92)  826.468  (m)         2711.50   (f) ADJ UNCH    2 0
 PU0618
 PU0618.Superseded values are not recommended for survey control.
 PU0618
 PU0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0618.See file dsdata.pdf to determine how the superseded data were derived.
 PU0618
 PU0618_MARKER: DB = BENCH MARK DISK
 PU0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0618_STAMPING: L 131 1934
 PU0618_MARK LOGO: CGS
 PU0618_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0618+STABILITY: SURFACE MOTION
 PU0618
 PU0618  HISTORY     - Date     Condition        Report By
 PU0618  HISTORY     - 1934     MONUMENTED       CGS
 PU0618  HISTORY     - 20220323 MARK NOT FOUND   SDDT
 PU0618
 PU0618                          STATION DESCRIPTION
 PU0618
 PU0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0618'5.8 MI E FROM NEW UNDERWOOD.
 PU0618'5.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0618'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 7 POLES WEST OF
 PU0618'MILEPOST 623, 115 YARDS WEST OF BRIDGE 1899, 70 FEET SOUTH OF
 PU0618'THE SOUTH RAIL, 40.5 FEET SOUTHWEST OF A POLE, 26 FEET NORTH OF
 PU0618'THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE POST
 PU0618'PROJECTING 8 INCHES ABOVE GROUND.
 PU0618
 PU0618                          STATION RECOVERY (2022)
 PU0618
 PU0618'RECOVERY NOTE BY SD DEPT OF TRANSP 2022 (JC)
 PU0618'VISUAL SEARCH FOR MARK REVEALS NOTHING.  ASIDE FROM THE TRACKS VERY
 PU0618'LITTLE EVIDENCE OF ORIGINAL TIES IS THE SAME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0189 ***********************************************************************
 OT0189  DESIGNATION -  L 132
 OT0189  PID         -  OT0189
 OT0189  STATE/COUNTY-  SD/SHANNON
 OT0189  COUNTRY     -  US
 OT0189  USGS QUAD   -  IMLAY SW (2017)
 OT0189
 OT0189                         *CURRENT SURVEY CONTROL
 OT0189  ______________________________________________________________________
 OT0189* NAD 83(1986) POSITION- 43 33 30.38   (N) 102 29 26.68   (W)   HD_HELD1
 OT0189* NAVD 88 ORTHO HEIGHT -   806.702 (meters)     2646.65  (feet) ADJUSTED
 OT0189  ______________________________________________________________________
 OT0189  GEOID HEIGHT    -        -18.428 (meters)                     GEOID18
 OT0189  DYNAMIC HEIGHT  -        806.418 (meters)     2645.72  (feet) COMP
 OT0189  MODELED GRAVITY -    980,240.0   (mgal)                       NAVD 88
 OT0189
 OT0189  VERT ORDER      -  SECOND    CLASS 0
 OT0189
 OT0189.The horizontal coordinates were determined by differentially corrected
 OT0189.hand held GPS observations or other comparable positioning techniques
 OT0189.and have an estimated accuracy of +/- 3 meters.
 OT0189
 OT0189.The orthometric height was determined by differential leveling and
 OT0189.adjusted by the NATIONAL GEODETIC SURVEY
 OT0189.in June 1991.
 OT0189
 OT0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0189.GEOID18 height accuracy estimate available here.
 OT0189
 OT0189.Click photographs - Photos may exist for this station.
 OT0189
 OT0189.The dynamic height is computed by dividing the NAVD 88
 OT0189.geopotential number by the normal gravity value computed on the
 OT0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0189.degrees latitude (g = 980.6199 gals.).
 OT0189
 OT0189.The modeled gravity was interpolated from observed gravity values.
 OT0189
 OT0189;                    North         East    Units  Estimated Accuracy
 OT0189;SPC SD S     -   138,361.9     425,719.9     MT  (+/- 3 meters HH1 GPS) 
 OT0189
 OT0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0266625890(NAD 83)
 OT0189
 OT0189                          SUPERSEDED SURVEY CONTROL
 OT0189
 OT0189  NGVD 29 (??/??/92)  806.264  (m)         2645.22   (f) ADJ UNCH    2 0
 OT0189
 OT0189.Superseded values are not recommended for survey control.
 OT0189
 OT0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0189.See file dsdata.pdf to determine how the superseded data were derived.
 OT0189
 OT0189_MARKER: DB = BENCH MARK DISK
 OT0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0189_STAMPING: L 132 1934
 OT0189_MARK LOGO: CGS
 OT0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0189+STABILITY: SURFACE MOTION
 OT0189
 OT0189  HISTORY     - Date     Condition        Report By
 OT0189  HISTORY     - 1934     MONUMENTED       CGS
 OT0189
 OT0189                          STATION DESCRIPTION
 OT0189
 OT0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0189'16.7 MI S FROM SCENIC.
 OT0189'IN WASHINGTON COUNTY, 16.7 MILES SOUTH ALONG THE ROAD LEADING
 OT0189'TO MANDERSON AND BRENNAN FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0189'AND PACIFIC RAILROAD STATION AT SCENIC, PENNINGTON COUNTY, 0.8
 OT0189'MILE NORTH OF WHITE RIVER, 200 YARDS NORTH OF THE CENTERLINE
 OT0189'OF A SMALL SIDE ROAD, 85 YARDS NORTH OF A CONCRETE CULVERT, AND
 OT0189'63 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 OT0189'STAMPED L 132 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0189'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0418 ***********************************************************************
 OT0418  DESIGNATION -  L 134
 OT0418  PID         -  OT0418
 OT0418  STATE/COUNTY-  SD/FALL RIVER
 OT0418  COUNTRY     -  US
 OT0418  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0418
 OT0418                         *CURRENT SURVEY CONTROL
 OT0418  ______________________________________________________________________
 OT0418* NAD 83(1986) POSITION- 43 01 12.     (N) 103 16 10.     (W)   SCALED
 OT0418* NAVD 88 ORTHO HEIGHT -  1085.946 (meters)     3562.81  (feet) ADJUSTED
 OT0418  ______________________________________________________________________
 OT0418  GEOID HEIGHT    -        -17.049 (meters)                     GEOID18
 OT0418  DYNAMIC HEIGHT  -       1085.439 (meters)     3561.14  (feet) COMP
 OT0418  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 OT0418
 OT0418  VERT ORDER      -  SECOND    CLASS 0
 OT0418
 OT0418.The horizontal coordinates were scaled from a map and have
 OT0418.an estimated accuracy of +/- 6 seconds.
 OT0418
 OT0418.The orthometric height was determined by differential leveling and
 OT0418.adjusted by the NATIONAL GEODETIC SURVEY
 OT0418.in June 1991.
 OT0418
 OT0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0418.GEOID18 height accuracy estimate available here.
 OT0418
 OT0418.Click photographs - Photos may exist for this station.
 OT0418
 OT0418.The dynamic height is computed by dividing the NAVD 88
 OT0418.geopotential number by the normal gravity value computed on the
 OT0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0418.degrees latitude (g = 980.6199 gals.).
 OT0418
 OT0418.The modeled gravity was interpolated from observed gravity values.
 OT0418
 OT0418;                    North         East    Units  Estimated Accuracy
 OT0418;SPC SD S     -    80,510.      360,720.      MT  (+/- 180 meters Scaled)
 OT0418
 OT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH410644(NAD 83)
 OT0418
 OT0418                          SUPERSEDED SURVEY CONTROL
 OT0418
 OT0418  NGVD 29 (??/??/92) 1085.377  (m)         3560.94   (f) ADJ UNCH    2 0
 OT0418
 OT0418.Superseded values are not recommended for survey control.
 OT0418
 OT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0418.See file dsdata.pdf to determine how the superseded data were derived.
 OT0418
 OT0418_MARKER: DB = BENCH MARK DISK
 OT0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0418_STAMPING: L 134 1934
 OT0418_MARK LOGO: CGS
 OT0418_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0418+STABILITY: SURFACE MOTION
 OT0418
 OT0418  HISTORY     - Date     Condition        Report By
 OT0418  HISTORY     - 1934     MONUMENTED       CGS
 OT0418  HISTORY     - 1978     MARK NOT FOUND   USGS
 OT0418
 OT0418                          STATION DESCRIPTION
 OT0418
 OT0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0418'2.8 MI NW FROM WAYSIDE.
 OT0418'IN FALL RIVER COUNTY, SOUTH DAKOTA, 2.8 MILES NORTHWEST ALONG
 OT0418'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT
 OT0418'WAYSIDE, DAWES COUNTY, NEBRASKA, 310 YARDS SOUTH OF MILEPOST
 OT0418'H 15, 320 YARDS SOUTH OF WOODEN TRESTLE H 24, 75 FEET SOUTH OF
 OT0418'THE SOUTH END OF A LONG FILL, 26.5 FEET EAST OF THE EAST RAIL,
 OT0418'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 134 1934
 OT0418'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OT0418'GROUND.
 OT0418
 OT0418                          STATION RECOVERY (1978)
 OT0418
 OT0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OT0418'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0222 ***********************************************************************
 OT0222  DESIGNATION -  L 135
 OT0222  PID         -  OT0222
 OT0222  STATE/COUNTY-  SD/SHANNON
 OT0222  COUNTRY     -  US
 OT0222  USGS QUAD   -  SLIM BUTTE NE (2017)
 OT0222
 OT0222                         *CURRENT SURVEY CONTROL
 OT0222  ______________________________________________________________________
 OT0222* NAD 83(1986) POSITION- 43 14 12.     (N) 102 52 22.     (W)   SCALED
 OT0222* NAVD 88 ORTHO HEIGHT -   896.405 (meters)     2940.96  (feet) ADJUSTED
 OT0222  ______________________________________________________________________
 OT0222  GEOID HEIGHT    -        -17.671 (meters)                     GEOID18
 OT0222  DYNAMIC HEIGHT  -        896.041 (meters)     2939.76  (feet) COMP
 OT0222  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 OT0222
 OT0222  VERT ORDER      -  SECOND    CLASS 0
 OT0222
 OT0222.The horizontal coordinates were scaled from a map and have
 OT0222.an estimated accuracy of +/- 6 seconds.
 OT0222
 OT0222.The orthometric height was determined by differential leveling and
 OT0222.adjusted by the NATIONAL GEODETIC SURVEY
 OT0222.in June 1991.
 OT0222
 OT0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0222.GEOID18 height accuracy estimate available here.
 OT0222
 OT0222.Click photographs - Photos may exist for this station.
 OT0222
 OT0222.The dynamic height is computed by dividing the NAVD 88
 OT0222.geopotential number by the normal gravity value computed on the
 OT0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0222.degrees latitude (g = 980.6199 gals.).
 OT0222
 OT0222.The modeled gravity was interpolated from observed gravity values.
 OT0222
 OT0222;                    North         East    Units  Estimated Accuracy
 OT0222;SPC SD S     -   103,510.      393,780.      MT  (+/- 180 meters Scaled)
 OT0222
 OT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH727892(NAD 83)
 OT0222
 OT0222                          SUPERSEDED SURVEY CONTROL
 OT0222
 OT0222  NGVD 29 (??/??/92)  895.918  (m)         2939.36   (f) ADJ UNCH    2 0
 OT0222
 OT0222.Superseded values are not recommended for survey control.
 OT0222
 OT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0222.See file dsdata.pdf to determine how the superseded data were derived.
 OT0222
 OT0222_MARKER: DB = BENCH MARK DISK
 OT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0222_STAMPING: L 135 1934
 OT0222_MARK LOGO: CGS
 OT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0222+STABILITY: SURFACE MOTION
 OT0222
 OT0222  HISTORY     - Date     Condition        Report By
 OT0222  HISTORY     - 1934     MONUMENTED       CGS
 OT0222
 OT0222                          STATION DESCRIPTION
 OT0222
 OT0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0222'10.7 MI NW FROM OGLALA.
 OT0222'10.7 MILES NORTHWEST ALONG U.S. HIGHWAY 18 AND STATE HIGHWAY 52
 OT0222'FROM THE STORE AND POST OFFICE AT OGLALA, SHANNON COUNTY, 2 MILES
 OT0222'WEST OF THE JUNCTION OF THE TWO HIGHWAYS, 65 FEET WEST OF THE
 OT0222'CENTERLINE OF A TRAIL LEADING SOUTH, AND 48 FEET SOUTH OF THE
 OT0222'CENTERLINE OF STATE HIGHWAY 52.  A STANDARD DISK, STAMPED L 135
 OT0222'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OT0222'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0334 ***********************************************************************
 OS0334  DESIGNATION -  L 136
 OS0334  PID         -  OS0334
 OS0334  STATE/COUNTY-  SD/TODD
 OS0334  COUNTRY     -  US
 OS0334  USGS QUAD   -  PARMELEE (2017)
 OS0334
 OS0334                         *CURRENT SURVEY CONTROL
 OS0334  ______________________________________________________________________
 OS0334* NAD 83(1986) POSITION- 43 17 37.     (N) 101 06 29.     (W)   SCALED
 OS0334* NAVD 88 ORTHO HEIGHT -   869.555 (meters)     2852.87  (feet) ADJUSTED
 OS0334  ______________________________________________________________________
 OS0334  GEOID HEIGHT    -        -21.746 (meters)                     GEOID18
 OS0334  DYNAMIC HEIGHT  -        869.214 (meters)     2851.75  (feet) COMP
 OS0334  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 OS0334
 OS0334  VERT ORDER      -  SECOND    CLASS 0
 OS0334
 OS0334.The horizontal coordinates were scaled from a map and have
 OS0334.an estimated accuracy of +/- 6 seconds.
 OS0334
 OS0334.The orthometric height was determined by differential leveling and
 OS0334.adjusted by the NATIONAL GEODETIC SURVEY
 OS0334.in June 1991.
 OS0334
 OS0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0334.GEOID18 height accuracy estimate available here.
 OS0334
 OS0334.Click photographs - Photos may exist for this station.
 OS0334
 OS0334.The dynamic height is computed by dividing the NAVD 88
 OS0334.geopotential number by the normal gravity value computed on the
 OS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0334.degrees latitude (g = 980.6199 gals.).
 OS0334
 OS0334.The modeled gravity was interpolated from observed gravity values.
 OS0334
 OS0334;                    North         East    Units  Estimated Accuracy
 OS0334;SPC SD S     -   106,970.      537,140.      MT  (+/- 180 meters Scaled)
 OS0334
 OS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN289955(NAD 83)
 OS0334
 OS0334                          SUPERSEDED SURVEY CONTROL
 OS0334
 OS0334  NGVD 29 (??/??/92)  869.136  (m)         2851.49   (f) ADJ UNCH    2 0
 OS0334
 OS0334.Superseded values are not recommended for survey control.
 OS0334
 OS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0334.See file dsdata.pdf to determine how the superseded data were derived.
 OS0334
 OS0334_MARKER: DB = BENCH MARK DISK
 OS0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0334_STAMPING: L 136 1934
 OS0334_MARK LOGO: CGS
 OS0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0334+STABILITY: SURFACE MOTION
 OS0334
 OS0334  HISTORY     - Date     Condition        Report By
 OS0334  HISTORY     - 1934     MONUMENTED       CGS
 OS0334  HISTORY     - 1967     POOR             USGS
 OS0334
 OS0334                          STATION DESCRIPTION
 OS0334
 OS0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0334'4.5 MI W FROM PARMELEE.
 OS0334'IS LOCATED 4.5 MILES WEST OF THE POST OFFICE AT PARMELEE, AT
 OS0334'TOP OF HILL, 31 FEET SOUTH OF CENTERLINE OF HIGHWAY, 26 FEET
 OS0334'WEST OF CENTERLINE OF SIDE ROAD.  STANDARD TABLET SET IN TOP OF
 OS0334'CONCRETE POST 3 INCHES HIGH.  STAMPED L 136 1934.  NOTE-- CONCRETE
 OS0334'POST IS BROKEN.
 OS0334
 OS0334                          STATION RECOVERY (1967)
 OS0334
 OS0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0334'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0162 ***********************************************************************
 PT0162  DESIGNATION -  L 14
 PT0162  PID         -  PT0162
 PT0162  STATE/COUNTY-  SD/HUGHES
 PT0162  COUNTRY     -  US
 PT0162  USGS QUAD   -  CANNING (2017)
 PT0162
 PT0162                         *CURRENT SURVEY CONTROL
 PT0162  ______________________________________________________________________
 PT0162* NAD 83(1986) POSITION- 44 27 31.     (N) 100 00 21.     (W)   SCALED
 PT0162* NAVD 88 ORTHO HEIGHT -   484.859 (meters)     1590.74  (feet) ADJUSTED
 PT0162  ______________________________________________________________________
 PT0162  GEOID HEIGHT    -        -23.609 (meters)                     GEOID18
 PT0162  DYNAMIC HEIGHT  -        484.762 (meters)     1590.42  (feet) COMP
 PT0162  MODELED GRAVITY -    980,402.8   (mgal)                       NAVD 88
 PT0162
 PT0162  VERT ORDER      -  FIRST     CLASS II
 PT0162
 PT0162.The horizontal coordinates were scaled from a map and have
 PT0162.an estimated accuracy of +/- 6 seconds.
 PT0162
 PT0162.The orthometric height was determined by differential leveling and
 PT0162.adjusted by the NATIONAL GEODETIC SURVEY
 PT0162.in June 1991.
 PT0162
 PT0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0162.GEOID18 height accuracy estimate available here.
 PT0162
 PT0162.Click photographs - Photos may exist for this station.
 PT0162
 PT0162.The dynamic height is computed by dividing the NAVD 88
 PT0162.geopotential number by the normal gravity value computed on the
 PT0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0162.degrees latitude (g = 980.6199 gals.).
 PT0162
 PT0162.The modeled gravity was interpolated from observed gravity values.
 PT0162
 PT0162;                    North         East    Units  Estimated Accuracy
 PT0162;SPC SD S     -   236,160.      626,070.      MT  (+/- 180 meters Scaled)
 PT0162
 PT0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ199233(NAD 83)
 PT0162
 PT0162                          SUPERSEDED SURVEY CONTROL
 PT0162
 PT0162  NGVD 29 (??/??/92)  484.503  (m)         1589.57   (f) ADJ UNCH    1 2
 PT0162
 PT0162.Superseded values are not recommended for survey control.
 PT0162
 PT0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0162.See file dsdata.pdf to determine how the superseded data were derived.
 PT0162
 PT0162_MARKER: DB = BENCH MARK DISK
 PT0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0162_SP_SET: BRIDGE
 PT0162_STAMPING: 1589.574 L 14 1926
 PT0162_MARK LOGO: CGS
 PT0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0162
 PT0162  HISTORY     - Date     Condition        Report By
 PT0162  HISTORY     - 1926     MONUMENTED       CGS
 PT0162  HISTORY     - 1940     GOOD             CGS
 PT0162
 PT0162                          STATION DESCRIPTION
 PT0162
 PT0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PT0162'4 MI SW FROM BLUNT.
 PT0162'4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0162'FROM BLUNT, HUGHES COUNTY, AT BRIDGE 235, IN THE TOP OF THE
 PT0162'EAST END OF THE SOUTH ABUTMENT, IN THE CAPSTONE, AND 7.4 FEET
 PT0162'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED 1589.574 L 14
 PT0162'1926.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0039 ***********************************************************************
 OS0039  DESIGNATION -  L 140
 OS0039  PID         -  OS0039
 OS0039  STATE/COUNTY-  SD/LYMAN
 OS0039  COUNTRY     -  US
 OS0039  USGS QUAD   -  PRESHO (2017)
 OS0039
 OS0039                         *CURRENT SURVEY CONTROL
 OS0039  ______________________________________________________________________
 OS0039* NAD 83(1986) POSITION- 43 53 27.     (N) 100 02 45.     (W)   SCALED
 OS0039* NAVD 88 ORTHO HEIGHT -   541.567 (meters)     1776.79  (feet) ADJUSTED
 OS0039  ______________________________________________________________________
 OS0039  GEOID HEIGHT    -        -25.227 (meters)                     GEOID18
 OS0039  DYNAMIC HEIGHT  -        541.403 (meters)     1776.25  (feet) COMP
 OS0039  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 OS0039
 OS0039  VERT ORDER      -  SECOND    CLASS 0
 OS0039
 OS0039.The horizontal coordinates were scaled from a map and have
 OS0039.an estimated accuracy of +/- 6 seconds.
 OS0039
 OS0039.The orthometric height was determined by differential leveling and
 OS0039.adjusted by the NATIONAL GEODETIC SURVEY
 OS0039.in June 1991.
 OS0039
 OS0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0039.GEOID18 height accuracy estimate available here.
 OS0039
 OS0039.Click photographs - Photos may exist for this station.
 OS0039
 OS0039.The dynamic height is computed by dividing the NAVD 88
 OS0039.geopotential number by the normal gravity value computed on the
 OS0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0039.degrees latitude (g = 980.6199 gals.).
 OS0039
 OS0039.The modeled gravity was interpolated from observed gravity values.
 OS0039
 OS0039;                    North         East    Units  Estimated Accuracy
 OS0039;SPC SD S     -   173,070.      623,100.      MT  (+/- 180 meters Scaled)
 OS0039
 OS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP159602(NAD 83)
 OS0039
 OS0039                          SUPERSEDED SURVEY CONTROL
 OS0039
 OS0039  NGVD 29 (??/??/92)  541.170  (m)         1775.49   (f) ADJ UNCH    2 0
 OS0039
 OS0039.Superseded values are not recommended for survey control.
 OS0039
 OS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0039.See file dsdata.pdf to determine how the superseded data were derived.
 OS0039
 OS0039_MARKER: DB = BENCH MARK DISK
 OS0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0039_STAMPING: L 140 1934
 OS0039_MARK LOGO: CGS
 OS0039_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0039+STABILITY: SURFACE MOTION
 OS0039
 OS0039  HISTORY     - Date     Condition        Report By
 OS0039  HISTORY     - 1934     MONUMENTED       CGS
 OS0039  HISTORY     - 1975     MARK NOT FOUND   USGS
 OS0039
 OS0039                          STATION DESCRIPTION
 OS0039
 OS0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0039'2.1 MI S FROM PRESHO.
 OS0039'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO,
 OS0039'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT PRESHO,
 OS0039'LYMAN COUNTY, THENCE ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY
 OS0039'183, AT A SECTION CORNER, AT A SECTION-LINE ROAD CROSSING, 52
 OS0039'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF THE
 OS0039'CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF A FENCE CORNER,
 OS0039'1.6 FEET EAST OF A FENCE PARALLELING THE HIGHWAY, AND 0.5 FOOT
 OS0039'WEST OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD
 OS0039'DISK, STAMPED L 140 1934 AND SET IN THE TOP OF A CONCRETE POST
 OS0039'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OS0039
 OS0039                          STATION RECOVERY (1975)
 OS0039
 OS0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OS0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0055 ***********************************************************************
 OR0055  DESIGNATION -  L 144
 OR0055  PID         -  OR0055
 OR0055  STATE/COUNTY-  SD/AURORA
 OR0055  COUNTRY     -  US
 OR0055  USGS QUAD   -  STICKNEY (2017)
 OR0055
 OR0055                         *CURRENT SURVEY CONTROL
 OR0055  ______________________________________________________________________
 OR0055* NAD 83(1986) POSITION- 43 36 00.     (N) 098 26 30.     (W)   SCALED
 OR0055* NAVD 88 ORTHO HEIGHT -   495.401 (meters)     1625.33  (feet) ADJUSTED
 OR0055  ______________________________________________________________________
 OR0055  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 OR0055  DYNAMIC HEIGHT  -        495.260 (meters)     1624.87  (feet) COMP
 OR0055  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 OR0055
 OR0055  VERT ORDER      -  SECOND    CLASS 0
 OR0055
 OR0055.The horizontal coordinates were scaled from a map and have
 OR0055.an estimated accuracy of +/- 6 seconds.
 OR0055
 OR0055.The orthometric height was determined by differential leveling and
 OR0055.adjusted by the NATIONAL GEODETIC SURVEY
 OR0055.in June 1991.
 OR0055
 OR0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0055.GEOID18 height accuracy estimate available here.
 OR0055
 OR0055.Click photographs - Photos may exist for this station.
 OR0055
 OR0055.The dynamic height is computed by dividing the NAVD 88
 OR0055.geopotential number by the normal gravity value computed on the
 OR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0055.degrees latitude (g = 980.6199 gals.).
 OR0055
 OR0055.The modeled gravity was interpolated from observed gravity values.
 OR0055
 OR0055;                    North         East    Units  Estimated Accuracy
 OR0055;SPC SD S     -   142,460.      752,710.      MT  (+/- 180 meters Scaled)
 OR0055
 OR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP450275(NAD 83)
 OR0055
 OR0055                          SUPERSEDED SURVEY CONTROL
 OR0055
 OR0055  NGVD 29 (??/??/92)  495.061  (m)         1624.21   (f) ADJ UNCH    2 0
 OR0055
 OR0055.Superseded values are not recommended for survey control.
 OR0055
 OR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0055.See file dsdata.pdf to determine how the superseded data were derived.
 OR0055
 OR0055_MARKER: DB = BENCH MARK DISK
 OR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0055_STAMPING: L 144 1934
 OR0055_MARK LOGO: CGS
 OR0055_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0055+STABILITY: SURFACE MOTION
 OR0055
 OR0055  HISTORY     - Date     Condition        Report By
 OR0055  HISTORY     - 1934     MONUMENTED       CGS
 OR0055  HISTORY     - 1974     GOOD             NGS
 OR0055  HISTORY     - 1975     GOOD             USGS
 OR0055  HISTORY     - 20001208 POOR             SDDENR
 OR0055
 OR0055                          STATION DESCRIPTION
 OR0055
 OR0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OR0055'0.8 MI N FROM STICKNEY.
 OR0055'0.75 MILE NORTH ALONG U.S. HIGHWAY 281 FROM THE OLD RAILROAD
 OR0055'DEPOT IN STICKNEY, AT A SECTION LINE CROSSROAD 83 FEET WEST OF
 OR0055'THE CENTER OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER OF THE
 OR0055'CROSSROAD, 32 FEET WEST OF A FENCE CORNER, 4 FEET NORTH OF A
 OR0055'FENCE AND METAL WITNESS POST, IN A PASTURE, AND SET IN THE
 OR0055'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1-INCH.  NOTE-- THE
 OR0055'RAILROAD TRACK TO WHICH THE MARK WAS REFERENCED HAS BEEN REMOVED.
 OR0055
 OR0055                          STATION RECOVERY (1975)
 OR0055
 OR0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0055'RECOVERED IN GOOD CONDITION.
 OR0055
 OR0055                          STATION RECOVERY (2000)
 OR0055
 OR0055'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2000 (DT)
 OR0055'SURVEY MARKER DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0468 ***********************************************************************
 OQ0468  DESIGNATION -  L 145
 OQ0468  PID         -  OQ0468
 OQ0468  STATE/COUNTY-  SD/HUTCHINSON
 OQ0468  COUNTRY     -  US
 OQ0468  USGS QUAD   -  KAYLOR (2017)
 OQ0468
 OQ0468                         *CURRENT SURVEY CONTROL
 OQ0468  ______________________________________________________________________
 OQ0468* NAD 83(1986) POSITION- 43 10 17.     (N) 097 47 03.     (W)   SCALED
 OQ0468* NAVD 88 ORTHO HEIGHT -   418.258 (meters)     1372.23  (feet) ADJUSTED
 OQ0468  ______________________________________________________________________
 OQ0468  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 OQ0468  DYNAMIC HEIGHT  -        418.134 (meters)     1371.83  (feet) COMP
 OQ0468  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 OQ0468
 OQ0468  VERT ORDER      -  SECOND    CLASS 0
 OQ0468
 OQ0468.The horizontal coordinates were scaled from a map and have
 OQ0468.an estimated accuracy of +/- 6 seconds.
 OQ0468
 OQ0468.The orthometric height was determined by differential leveling and
 OQ0468.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0468.in June 1991.
 OQ0468
 OQ0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0468.GEOID18 height accuracy estimate available here.
 OQ0468
 OQ0468.Click photographs - Photos may exist for this station.
 OQ0468
 OQ0468.The dynamic height is computed by dividing the NAVD 88
 OQ0468.geopotential number by the normal gravity value computed on the
 OQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0468.degrees latitude (g = 980.6199 gals.).
 OQ0468
 OQ0468.The modeled gravity was interpolated from observed gravity values.
 OQ0468
 OQ0468;                    North         East    Units  Estimated Accuracy
 OQ0468;SPC SD S     -    96,280.      807,240.      MT  (+/- 180 meters Scaled)
 OQ0468
 OQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN988805(NAD 83)
 OQ0468
 OQ0468                          SUPERSEDED SURVEY CONTROL
 OQ0468
 OQ0468  NGVD 29 (??/??/92)  417.998  (m)         1371.38   (f) ADJ UNCH    2 0
 OQ0468
 OQ0468.Superseded values are not recommended for survey control.
 OQ0468
 OQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0468.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0468
 OQ0468_MARKER: DB = BENCH MARK DISK
 OQ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0468_STAMPING: L 145 1934
 OQ0468_MARK LOGO: CGS
 OQ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0468+STABILITY: SURFACE MOTION
 OQ0468
 OQ0468  HISTORY     - Date     Condition        Report By
 OQ0468  HISTORY     - 1934     MONUMENTED       CGS
 OQ0468  HISTORY     - 1974     GOOD             USGS
 OQ0468
 OQ0468                          STATION DESCRIPTION
 OQ0468
 OQ0468'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0468'4 MI SE FROM KAYLOR.
 OQ0468'KAYLOR 1.2 MILE SOUTH, 2.8 MILE EAST OF, T 97 N, R 59 W, IN THE
 OQ0468'SE 1/4 OF SECTION 35, 55 YARDS EAST OF THE HALF SECTION FENCE,
 OQ0468'NE ACROSS THE TRACK FROM MILE POST 606, 47 FEET NE OF THE NE
 OQ0468'RAIL, 2 FEET SOUTH OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A
 OQ0468'WITNESS SIGN, IN A CONCRETE POST A STD DISK STAMPED L 145 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0451 ***********************************************************************
 OQ0451  DESIGNATION -  L 146
 OQ0451  PID         -  OQ0451
 OQ0451  STATE/COUNTY-  SD/HUTCHINSON
 OQ0451  COUNTRY     -  US
 OQ0451  USGS QUAD   -  BEARDSLEY (2017)
 OQ0451
 OQ0451                         *CURRENT SURVEY CONTROL
 OQ0451  ______________________________________________________________________
 OQ0451* NAD 83(1986) POSITION- 43 16 09.     (N) 097 58 56.     (W)   SCALED
 OQ0451* NAVD 88 ORTHO HEIGHT -   447.795 (meters)     1469.14  (feet) ADJUSTED
 OQ0451  ______________________________________________________________________
 OQ0451  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 OQ0451  DYNAMIC HEIGHT  -        447.653 (meters)     1468.67  (feet) COMP
 OQ0451  MODELED GRAVITY -    980,289.5   (mgal)                       NAVD 88
 OQ0451
 OQ0451  VERT ORDER      -  SECOND    CLASS 0
 OQ0451
 OQ0451.The horizontal coordinates were scaled from a map and have
 OQ0451.an estimated accuracy of +/- 6 seconds.
 OQ0451
 OQ0451.The orthometric height was determined by differential leveling and
 OQ0451.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0451.in June 1991.
 OQ0451
 OQ0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0451.GEOID18 height accuracy estimate available here.
 OQ0451
 OQ0451.Click photographs - Photos may exist for this station.
 OQ0451
 OQ0451.The dynamic height is computed by dividing the NAVD 88
 OQ0451.geopotential number by the normal gravity value computed on the
 OQ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0451.degrees latitude (g = 980.6199 gals.).
 OQ0451
 OQ0451.The modeled gravity was interpolated from observed gravity values.
 OQ0451
 OQ0451;                    North         East    Units  Estimated Accuracy
 OQ0451;SPC SD S     -   106,660.      790,830.      MT  (+/- 180 meters Scaled)
 OQ0451
 OQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN825912(NAD 83)
 OQ0451
 OQ0451                          SUPERSEDED SURVEY CONTROL
 OQ0451
 OQ0451  NGVD 29 (??/??/92)  447.490  (m)         1468.14   (f) ADJ UNCH    2 0
 OQ0451
 OQ0451.Superseded values are not recommended for survey control.
 OQ0451
 OQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0451.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0451
 OQ0451_MARKER: DB = BENCH MARK DISK
 OQ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0451_STAMPING: L 146 1934
 OQ0451_MARK LOGO: CGS
 OQ0451_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0451+STABILITY: SURFACE MOTION
 OQ0451
 OQ0451  HISTORY     - Date     Condition        Report By
 OQ0451  HISTORY     - 1934     MONUMENTED       CGS
 OQ0451
 OQ0451                          STATION DESCRIPTION
 OQ0451
 OQ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0451'3.4 MI N FROM TRIPP.
 OQ0451'3.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0451'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OQ0451'AT THE CROSSING OF U.S HIGHWAY 18, 74.7 FEET NORTH OF THE CENTER
 OQ0451'LINE OF THE HIGHWAY, 53.5 FEET NORTHWEST OF THE NORTH HEAD WALL
 OQ0451'OF A DOUBLE 30-INCH CONCRETE CULVERT UNDER THE HIGHWAY, 43.7 FEET
 OQ0451'WEST OF THE WEST RAIL, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE
 OQ0451'LINE.  A STANDARD DISK, STAMPED L 146 1934 AND SET IN THE TOP
 OQ0451'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0376 ***********************************************************************
 OQ0376  DESIGNATION -  L 147
 OQ0376  PID         -  OQ0376
 OQ0376  STATE/COUNTY-  SD/MCCOOK
 OQ0376  COUNTRY     -  US
 OQ0376  USGS QUAD   -  CANISTOTA (2017)
 OQ0376
 OQ0376                         *CURRENT SURVEY CONTROL
 OQ0376  ______________________________________________________________________
 OQ0376* NAD 83(1986) POSITION- 43 36 07.     (N) 097 17 33.     (W)   SCALED
 OQ0376* NAVD 88 ORTHO HEIGHT -   472.346 (meters)     1549.69  (feet) ADJUSTED
 OQ0376  ______________________________________________________________________
 OQ0376  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 OQ0376  DYNAMIC HEIGHT  -        472.223 (meters)     1549.29  (feet) COMP
 OQ0376  MODELED GRAVITY -    980,343.8   (mgal)                       NAVD 88
 OQ0376
 OQ0376  VERT ORDER      -  SECOND    CLASS 0
 OQ0376
 OQ0376.The horizontal coordinates were scaled from a map and have
 OQ0376.an estimated accuracy of +/- 6 seconds.
 OQ0376
 OQ0376.The orthometric height was determined by differential leveling and
 OQ0376.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0376.in June 1991.
 OQ0376
 OQ0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0376.GEOID18 height accuracy estimate available here.
 OQ0376
 OQ0376.Click photographs - Photos may exist for this station.
 OQ0376
 OQ0376.The dynamic height is computed by dividing the NAVD 88
 OQ0376.geopotential number by the normal gravity value computed on the
 OQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0376.degrees latitude (g = 980.6199 gals.).
 OQ0376
 OQ0376.The modeled gravity was interpolated from observed gravity values.
 OQ0376
 OQ0376;                    North         East    Units  Estimated Accuracy
 OQ0376;SPC SD S     -   145,430.      845,440.      MT  (+/- 180 meters Scaled)
 OQ0376
 OQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP378290(NAD 83)
 OQ0376
 OQ0376                          SUPERSEDED SURVEY CONTROL
 OQ0376
 OQ0376  NGVD 29 (??/??/92)  472.061  (m)         1548.75   (f) ADJ UNCH    2 0
 OQ0376
 OQ0376.Superseded values are not recommended for survey control.
 OQ0376
 OQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0376.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0376
 OQ0376_MARKER: DB = BENCH MARK DISK
 OQ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0376_STAMPING: L 147 1934
 OQ0376_MARK LOGO: CGS
 OQ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0376+STABILITY: SURFACE MOTION
 OQ0376
 OQ0376  HISTORY     - Date     Condition        Report By
 OQ0376  HISTORY     - 1934     MONUMENTED       CGS
 OQ0376
 OQ0376                          STATION DESCRIPTION
 OQ0376
 OQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0376'AT CANISTOTA.
 OQ0376'AT CANISTOTA, MC COOK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OQ0376'RAILWAY, 420 YARDS NORTHWEST OF THE NORTHEAST CORNER OF THE
 OQ0376'STATION, ONE POLE NORTHWEST OF MILEPOST 66, 100 YARDS
 OQ0376'NORTHWEST OF THE CROSSING OF A GRAVEL COUNTY ROAD, 48.5 FEET
 OQ0376'NORTH OF THE NORTHWEST END OF THE SIDETRACKS AND A SWITCH,
 OQ0376'45.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.5 FEET SOUTHWEST
 OQ0376'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 147 1934
 OQ0376'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0190 ***********************************************************************
 OQ0190  DESIGNATION -  L 148
 OQ0190  PID         -  OQ0190
 OQ0190  STATE/COUNTY-  SD/TURNER
 OQ0190  COUNTRY     -  US
 OQ0190  USGS QUAD   -  CENTERVILLE (2017)
 OQ0190
 OQ0190                         *CURRENT SURVEY CONTROL
 OQ0190  ______________________________________________________________________
 OQ0190* NAD 83(1986) POSITION- 43 06 26.     (N) 096 54 52.     (W)   SCALED
 OQ0190* NAVD 88 ORTHO HEIGHT -   380.862 (meters)     1249.54  (feet) ADJUSTED
 OQ0190  ______________________________________________________________________
 OQ0190  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 OQ0190  DYNAMIC HEIGHT  -        380.751 (meters)     1249.18  (feet) COMP
 OQ0190  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 OQ0190
 OQ0190  VERT ORDER      -  SECOND    CLASS 0
 OQ0190
 OQ0190.The horizontal coordinates were scaled from a map and have
 OQ0190.an estimated accuracy of +/- 6 seconds.
 OQ0190
 OQ0190.The orthometric height was determined by differential leveling and
 OQ0190.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0190.in June 1991.
 OQ0190
 OQ0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0190.GEOID18 height accuracy estimate available here.
 OQ0190
 OQ0190.Click photographs - Photos may exist for this station.
 OQ0190
 OQ0190.The dynamic height is computed by dividing the NAVD 88
 OQ0190.geopotential number by the normal gravity value computed on the
 OQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0190.degrees latitude (g = 980.6199 gals.).
 OQ0190
 OQ0190.The modeled gravity was interpolated from observed gravity values.
 OQ0190
 OQ0190;                    North         East    Units  Estimated Accuracy
 OQ0190;SPC SD S     -    91,700.      878,200.      MT  (+/- 180 meters Scaled)
 OQ0190
 OQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN696748(NAD 83)
 OQ0190
 OQ0190                          SUPERSEDED SURVEY CONTROL
 OQ0190
 OQ0190  NGVD 29 (??/??/92)  380.638  (m)         1248.81   (f) ADJ UNCH    2 0
 OQ0190
 OQ0190.Superseded values are not recommended for survey control.
 OQ0190
 OQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0190.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0190
 OQ0190_MARKER: DB = BENCH MARK DISK
 OQ0190_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0190_STAMPING: L 148 1934
 OQ0190_MARK LOGO: CGS
 OQ0190_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0190
 OQ0190  HISTORY     - Date     Condition        Report By
 OQ0190  HISTORY     - 1934     MONUMENTED       CGS
 OQ0190
 OQ0190                          STATION DESCRIPTION
 OQ0190
 OQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0190'2.4 MI E FROM CENTERVILLE.
 OQ0190'2.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0190'FROM THE STATION AT CENTERVILLE, TURNER COUNTY, 64.3 FEET
 OQ0190'WEST OF MILEPOST 25, 42.7 FEET NORTH OF THE NORTH RAIL, AND
 OQ0190'3.7 FEET SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 OQ0190'STAMPED L 148 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0190'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0433 ***********************************************************************
 OQ0433  DESIGNATION -  L 149
 OQ0433  PID         -  OQ0433
 OQ0433  STATE/COUNTY-  SD/HUTCHINSON
 OQ0433  COUNTRY     -  US
 OQ0433  USGS QUAD   -  FREEMAN (2017)
 OQ0433
 OQ0433                         *CURRENT SURVEY CONTROL
 OQ0433  ______________________________________________________________________
 OQ0433* NAD 83(1986) POSITION- 43 19 29.     (N) 097 29 17.     (W)   SCALED
 OQ0433* NAVD 88 ORTHO HEIGHT -   448.355 (meters)     1470.98  (feet) ADJUSTED
 OQ0433  ______________________________________________________________________
 OQ0433  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 OQ0433  DYNAMIC HEIGHT  -        448.234 (meters)     1470.58  (feet) COMP
 OQ0433  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 OQ0433
 OQ0433  VERT ORDER      -  SECOND    CLASS 0
 OQ0433
 OQ0433.The horizontal coordinates were scaled from a map and have
 OQ0433.an estimated accuracy of +/- 6 seconds.
 OQ0433
 OQ0433.The orthometric height was determined by differential leveling and
 OQ0433.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0433.in June 1991.
 OQ0433
 OQ0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0433.GEOID18 height accuracy estimate available here.
 OQ0433
 OQ0433.Click photographs - Photos may exist for this station.
 OQ0433
 OQ0433.The dynamic height is computed by dividing the NAVD 88
 OQ0433.geopotential number by the normal gravity value computed on the
 OQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0433.degrees latitude (g = 980.6199 gals.).
 OQ0433
 OQ0433.The modeled gravity was interpolated from observed gravity values.
 OQ0433
 OQ0433;                    North         East    Units  Estimated Accuracy
 OQ0433;SPC SD S     -   114,090.      830,720.      MT  (+/- 180 meters Scaled)
 OQ0433
 OQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN225979(NAD 83)
 OQ0433
 OQ0433                          SUPERSEDED SURVEY CONTROL
 OQ0433
 OQ0433  NGVD 29 (??/??/92)  448.085  (m)         1470.09   (f) ADJ UNCH    2 0
 OQ0433
 OQ0433.Superseded values are not recommended for survey control.
 OQ0433
 OQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0433.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0433
 OQ0433_MARKER: DB = BENCH MARK DISK
 OQ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0433_STAMPING: L 149 1934
 OQ0433_MARK LOGO: CGS
 OQ0433_PROJECTION: PROJECTING 13 CENTIMETERS
 OQ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0433+STABILITY: SURFACE MOTION
 OQ0433
 OQ0433  HISTORY     - Date     Condition        Report By
 OQ0433  HISTORY     - 1934     MONUMENTED       CGS
 OQ0433  HISTORY     - 1969     MARK NOT FOUND   USGS
 OQ0433
 OQ0433                          STATION DESCRIPTION
 OQ0433
 OQ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0433'3.2 MI SW FROM FREEMAN.
 OQ0433'3.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0433'PACIFIC RAILROAD FROM THE STATION AT FREEMAN, HUTCHINSON COUNTY,
 OQ0433'46.5 FEET EAST OF THE EAST RAIL, AND 1.3 FEET NORTHWEST OF THE
 OQ0433'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 149 1934 AND SET
 OQ0433'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 OQ0433'GROUND.
 OQ0433
 OQ0433                          STATION RECOVERY (1969)
 OQ0433
 OQ0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OQ0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0266 ***********************************************************************
 QR0266  DESIGNATION -  L 15
 QR0266  PID         -  QR0266
 QR0266  STATE/COUNTY-  SD/POTTER
 QR0266  COUNTRY     -  US
 QR0266  USGS QUAD   -  GETTYSBURG (2017)
 QR0266
 QR0266                         *CURRENT SURVEY CONTROL
 QR0266  ______________________________________________________________________
 QR0266* NAD 83(1986) POSITION- 45 00 42.1    (N) 099 57 19.6    (W)   HD_HELD2
 QR0266* NAVD 88 ORTHO HEIGHT -   629.587 (meters)     2065.57  (feet) ADJUSTED
 QR0266  ______________________________________________________________________
 QR0266  GEOID HEIGHT    -        -22.554 (meters)                     GEOID18
 QR0266  DYNAMIC HEIGHT  -        629.491 (meters)     2065.26  (feet) COMP
 QR0266  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 QR0266
 QR0266  VERT ORDER      -  FIRST     CLASS II
 QR0266
 QR0266.The horizontal coordinates were established by autonomous hand held GPS
 QR0266.observations and have an estimated accuracy of +/- 10 meters.
 QR0266
 QR0266.The orthometric height was determined by differential leveling and
 QR0266.adjusted by the NATIONAL GEODETIC SURVEY
 QR0266.in July 1998.
 QR0266
 QR0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0266.GEOID18 height accuracy estimate available here.
 QR0266
 QR0266.Click photographs - Photos may exist for this station.
 QR0266
 QR0266.The dynamic height is computed by dividing the NAVD 88
 QR0266.geopotential number by the normal gravity value computed on the
 QR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0266.degrees latitude (g = 980.6199 gals.).
 QR0266
 QR0266.The modeled gravity was interpolated from observed gravity values.
 QR0266
 QR0266;                    North         East    Units  Estimated Accuracy
 QR0266;SPC SD N     -   130,943.      603,512.      MT  (+/- 10 meters HH2 GPS)
 QR0266
 QR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2471184693(NAD 83)
 QR0266
 QR0266                          SUPERSEDED SURVEY CONTROL
 QR0266
 QR0266  NAVD 88 (06/15/91)  629.566  (m)         2065.50   (f) SUPERSEDED  1 2
 QR0266  NGVD 29 (??/??/92)  629.189  (m)         2064.26   (f) ADJ UNCH    1 2
 QR0266
 QR0266.Superseded values are not recommended for survey control.
 QR0266
 QR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0266.See file dsdata.pdf to determine how the superseded data were derived.
 QR0266
 QR0266_MARKER: DB = BENCH MARK DISK
 QR0266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0266_SP_SET: STEP
 QR0266_STAMPING: L 15 1926 2064.264
 QR0266_MARK LOGO: CGS
 QR0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0266+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 QR0266
 QR0266  HISTORY     - Date     Condition        Report By
 QR0266  HISTORY     - 1926     MONUMENTED       CGS
 QR0266  HISTORY     - 1973     GOOD             NGS
 QR0266  HISTORY     - 19960425 GOOD             NGS
 QR0266  HISTORY     - 20110821 GOOD             GEOCAC
 QR0266  HISTORY     - 20120614 GOOD             INDIV
 QR0266
 QR0266                          STATION DESCRIPTION
 QR0266
 QR0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0266'AT GETTYSBURG.
 QR0266'AT GETTYSBURG, IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 QR0266'COMMERCE STREET AND EXENE STREET, AT THE SOUTH ENTRANCE OF AN
 QR0266'OFFICE BUILDING, AND IN THE TOP OF THE EAST END OF THE FIRST
 QR0266'STEP.
 QR0266
 QR0266                          STATION RECOVERY (1996)
 QR0266
 QR0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0266'IN GETTYSBURG, AT THE INTERSECTION OF EXENE STREET AND COMMERCIAL
 QR0266'AVENUE, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE 1ST
 QR0266'SANDSTONE STEP OF A BRICK BUILDING, 15.2 M (49.9 FT) NORTH OF THE
 QR0266'AVENUE CENTER, 14.7 M (48.2 FT) EAST OF THE STREET CENTER, 2.6 M (8.5
 QR0266'FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.3 M (1.0 FT)
 QR0266'ABOVE THE LEVEL OF THE STREET.
 QR0266
 QR0266                          STATION RECOVERY (2011)
 QR0266
 QR0266'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QR0266'RECOVERED IN GOOD CONDITION.
 QR0266
 QR0266                          STATION RECOVERY (2012)
 QR0266
 QR0266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QR0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1363 ***********************************************************************
 NM1363  DESIGNATION -  L 150
 NM1363  PID         -  NM1363
 NM1363  STATE/COUNTY-  SD/BON HOMME
 NM1363  COUNTRY     -  US
 NM1363  USGS QUAD   -  SPRINGFIELD (2017)
 NM1363
 NM1363                         *CURRENT SURVEY CONTROL
 NM1363  ______________________________________________________________________
 NM1363* NAD 83(1986) POSITION- 42 48 27.     (N) 097 59 28.     (W)   SCALED
 NM1363* NAVD 88 ORTHO HEIGHT -   423.170 (meters)     1388.35  (feet) ADJUSTED
 NM1363  ______________________________________________________________________
 NM1363  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 NM1363  DYNAMIC HEIGHT  -        423.032 (meters)     1387.90  (feet) COMP
 NM1363  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 NM1363
 NM1363  VERT ORDER      -  SECOND    CLASS 0
 NM1363
 NM1363.The horizontal coordinates were scaled from a map and have
 NM1363.an estimated accuracy of +/- 6 seconds.
 NM1363
 NM1363.The orthometric height was determined by differential leveling and
 NM1363.adjusted by the NATIONAL GEODETIC SURVEY
 NM1363.in June 1991.
 NM1363
 NM1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1363.GEOID18 height accuracy estimate available here.
 NM1363
 NM1363.Click photographs - Photos may exist for this station.
 NM1363
 NM1363.The dynamic height is computed by dividing the NAVD 88
 NM1363.geopotential number by the normal gravity value computed on the
 NM1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1363.degrees latitude (g = 980.6199 gals.).
 NM1363
 NM1363.The modeled gravity was interpolated from observed gravity values.
 NM1363
 NM1363;                    North         East    Units  Estimated Accuracy
 NM1363;SPC SD S     -    55,380.      791,560.      MT  (+/- 180 meters Scaled)
 NM1363
 NM1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN824399(NAD 83)
 NM1363
 NM1363                          SUPERSEDED SURVEY CONTROL
 NM1363
 NM1363  NGVD 29 (??/??/92)  422.952  (m)         1387.64   (f) ADJ UNCH    2 0
 NM1363
 NM1363.Superseded values are not recommended for survey control.
 NM1363
 NM1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1363.See file dsdata.pdf to determine how the superseded data were derived.
 NM1363
 NM1363_MARKER: DB = BENCH MARK DISK
 NM1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1363_STAMPING: L 150 1934
 NM1363_MARK LOGO: CGS
 NM1363_PROJECTION: FLUSH
 NM1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1363+STABILITY: SURFACE MOTION
 NM1363
 NM1363  HISTORY     - Date     Condition        Report By
 NM1363  HISTORY     - 1934     MONUMENTED       CGS
 NM1363  HISTORY     - 19980101 SEE DESCRIPTION  SDDENR
 NM1363
 NM1363                          STATION DESCRIPTION
 NM1363
 NM1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1363'2.6 MI N FROM RUNNING WATER.
 NM1363'2.6 MILES NORTH OF THE POST OFFICE AT RUNNING WATER, 138 FT.
 NM1363'EAST OF SOUTHEAST CORNER OF A WOODEN BRIDGE ON A SECTION LINE
 NM1363'ROAD THAT TURNS WEST OFF OF HIGHWAY, 41 FT. WEST OF CENTERLINE
 NM1363'OF STATE HY. 37, 32 FT. SOUTH OF CENTERLINE OF SECTION RD.,
 NM1363'3 FT. SOUTH OF CORNER OF WIRE FENCE.  STANDARD TABLET SET IN
 NM1363'TOP OF A CONCRETE POST 4 IN HIGH, STAMPED L 150 1934.
 NM1363
 NM1363                          STATION RECOVERY (1998)
 NM1363
 NM1363'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1998 (JRS)
 NM1363'MARK DESTROYED BY STATE HIGHWAY PROJECT 3037-4-0 PCEMS 3569.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0951 ***********************************************************************
 NM0951  DESIGNATION -  L 151
 NM0951  PID         -  NM0951
 NM0951  STATE/COUNTY-  SD/YANKTON
 NM0951  COUNTRY     -  US
 NM0951  USGS QUAD   -  GAYVILLE (2017)
 NM0951
 NM0951                         *CURRENT SURVEY CONTROL
 NM0951  ______________________________________________________________________
 NM0951* NAD 83(1986) POSITION- 42 53 31.     (N) 097 12 01.     (W)   SCALED
 NM0951* NAVD 88 ORTHO HEIGHT -   356.249 (meters)     1168.79  (feet) ADJUSTED
 NM0951  ______________________________________________________________________
 NM0951  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 NM0951  DYNAMIC HEIGHT  -        356.148 (meters)     1168.46  (feet) COMP
 NM0951  MODELED GRAVITY -    980,326.8   (mgal)                       NAVD 88
 NM0951
 NM0951  VERT ORDER      -  SECOND    CLASS 0
 NM0951
 NM0951.The horizontal coordinates were scaled from a map and have
 NM0951.an estimated accuracy of +/- 6 seconds.
 NM0951
 NM0951.The orthometric height was determined by differential leveling and
 NM0951.adjusted by the NATIONAL GEODETIC SURVEY
 NM0951.in June 1991.
 NM0951
 NM0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0951.GEOID18 height accuracy estimate available here.
 NM0951
 NM0951.Click photographs - Photos may exist for this station.
 NM0951
 NM0951.The dynamic height is computed by dividing the NAVD 88
 NM0951.geopotential number by the normal gravity value computed on the
 NM0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0951.degrees latitude (g = 980.6199 gals.).
 NM0951
 NM0951.The modeled gravity was interpolated from observed gravity values.
 NM0951
 NM0951;                    North         East    Units  Estimated Accuracy
 NM0951;SPC SD S     -    66,880.      855,860.      MT  (+/- 180 meters Scaled)
 NM0951
 NM0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN469503(NAD 83)
 NM0951
 NM0951                          SUPERSEDED SURVEY CONTROL
 NM0951
 NM0951  NGVD 29 (??/??/92)  356.058  (m)         1168.17   (f) ADJ UNCH    2 0
 NM0951
 NM0951.Superseded values are not recommended for survey control.
 NM0951
 NM0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0951.See file dsdata.pdf to determine how the superseded data were derived.
 NM0951
 NM0951_MARKER: DB = BENCH MARK DISK
 NM0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0951_STAMPING: L 151 1934
 NM0951_MARK LOGO: CGS
 NM0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0951+STABILITY: SURFACE MOTION
 NM0951
 NM0951  HISTORY     - Date     Condition        Report By
 NM0951  HISTORY     - 1934     MONUMENTED       CGS
 NM0951
 NM0951                          STATION DESCRIPTION
 NM0951
 NM0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0951'4.7 MI SE FROM MISSION HILL.
 NM0951'4.7 MILES SOUTHEAST OF STATION ALONG C.M. ST. P. AND P.R.R.
 NM0951'AT MISSION HILL, 0.5 OF MILE EAST OF M.P. 142, 70 FEET WEST OF
 NM0951'SECTION ROAD, 45.5 FEET NORTH OF NORTH RAIL, 44 FEET WEST OF FENCE
 NM0951'CORNER, 1 FOOT SOUTH OF R/W FENCE.  STANDARD TABLET SET IN TOP
 NM0951'OF CONCRETE POST 4 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0283 ***********************************************************************
 OQ0283  DESIGNATION -  L 152
 OQ0283  PID         -  OQ0283
 OQ0283  STATE/COUNTY-  SD/MINNEHAHA
 OQ0283  COUNTRY     -  US
 OQ0283  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0283
 OQ0283                         *CURRENT SURVEY CONTROL
 OQ0283  ______________________________________________________________________
 OQ0283* NAD 83(1986) POSITION- 43 35 21.     (N) 096 39 29.     (W)   SCALED
 OQ0283* NAVD 88 ORTHO HEIGHT -   407.371 (meters)     1336.52  (feet) ADJUSTED
 OQ0283  ______________________________________________________________________
 OQ0283  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 OQ0283  DYNAMIC HEIGHT  -        407.267 (meters)     1336.18  (feet) COMP
 OQ0283  MODELED GRAVITY -    980,352.7   (mgal)                       NAVD 88
 OQ0283
 OQ0283  VERT ORDER      -  SECOND    CLASS 0
 OQ0283
 OQ0283.The horizontal coordinates were scaled from a map and have
 OQ0283.an estimated accuracy of +/- 6 seconds.
 OQ0283
 OQ0283.The orthometric height was determined by differential leveling and
 OQ0283.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0283.in June 1991.
 OQ0283
 OQ0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0283.GEOID18 height accuracy estimate available here.
 OQ0283
 OQ0283.Click photographs - Photos may exist for this station.
 OQ0283
 OQ0283.The dynamic height is computed by dividing the NAVD 88
 OQ0283.geopotential number by the normal gravity value computed on the
 OQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0283.degrees latitude (g = 980.6199 gals.).
 OQ0283
 OQ0283.The modeled gravity was interpolated from observed gravity values.
 OQ0283
 OQ0283;                    North         East    Units  Estimated Accuracy
 OQ0283;SPC SD S     -   146,080.      896,680.      MT  (+/- 180 meters Scaled)
 OQ0283
 OQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP890289(NAD 83)
 OQ0283
 OQ0283                          SUPERSEDED SURVEY CONTROL
 OQ0283
 OQ0283  NGVD 29 (??/??/92)  407.102  (m)         1335.63   (f) ADJ UNCH    2 0
 OQ0283
 OQ0283.Superseded values are not recommended for survey control.
 OQ0283
 OQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0283.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0283
 OQ0283_MARKER: DB = BENCH MARK DISK
 OQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0283_STAMPING: L 152 1934
 OQ0283_MARK LOGO: CGS
 OQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0283+STABILITY: SURFACE MOTION
 OQ0283
 OQ0283  HISTORY     - Date     Condition        Report By
 OQ0283  HISTORY     - 1934     MONUMENTED       CGS
 OQ0283  HISTORY     - 1949     GOOD             CGS
 OQ0283  HISTORY     - 1953     GOOD             LOCSUR
 OQ0283
 OQ0283                          STATION DESCRIPTION
 OQ0283
 OQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0283'3.8 MI SW FROM BRANDON.
 OQ0283'3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 OQ0283'BRANDON, MINNEHAHA COUNTY, 100 YARDS NORTH OF POLE 53/30, 81.4
 OQ0283'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE-AND-STEEL
 OQ0283'BRIDGE OVER A HIGHWAY, AT A FARM-TRAIL CROSSING, 120 FEET SOUTH
 OQ0283'OF THE CENTERLINE OF THE FARM TRAIL, AND 33 FEET WEST OF THE WEST
 OQ0283'RAIL.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 OQ0283'PROJECTING 4 INCHES ABOVE THE GROUND.  EVIDENCE OF GRADING AT
 OQ0283'SITE OF MARK.
 OQ0283
 OQ0283                          STATION RECOVERY (1953)
 OQ0283
 OQ0283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 OQ0283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0230 ***********************************************************************
 QR0230  DESIGNATION -  L 16
 QR0230  PID         -  QR0230
 QR0230  STATE/COUNTY-  SD/FAULK
 QR0230  COUNTRY     -  US
 QR0230  USGS QUAD   -  FAULKTON WEST (2017)
 QR0230
 QR0230                         *CURRENT SURVEY CONTROL
 QR0230  ______________________________________________________________________
 QR0230* NAD 83(1986) POSITION- 45 02 11.     (N) 099 07 39.     (W)   SCALED
 QR0230* NAVD 88 ORTHO HEIGHT -   481.694 (meters)     1580.36  (feet) ADJUSTED
 QR0230  ______________________________________________________________________
 QR0230  GEOID HEIGHT    -        -23.614 (meters)                     GEOID18
 QR0230  DYNAMIC HEIGHT  -        481.630 (meters)     1580.15  (feet) COMP
 QR0230  MODELED GRAVITY -    980,469.5   (mgal)                       NAVD 88
 QR0230
 QR0230  VERT ORDER      -  FIRST     CLASS II
 QR0230
 QR0230.The horizontal coordinates were scaled from a map and have
 QR0230.an estimated accuracy of +/- 6 seconds.
 QR0230
 QR0230.The orthometric height was determined by differential leveling and
 QR0230.adjusted by the NATIONAL GEODETIC SURVEY
 QR0230.in July 1998.
 QR0230
 QR0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0230.GEOID18 height accuracy estimate available here.
 QR0230
 QR0230.Click photographs - Photos may exist for this station.
 QR0230
 QR0230.The dynamic height is computed by dividing the NAVD 88
 QR0230.geopotential number by the normal gravity value computed on the
 QR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0230.degrees latitude (g = 980.6199 gals.).
 QR0230
 QR0230.The modeled gravity was interpolated from observed gravity values.
 QR0230
 QR0230;                    North         East    Units  Estimated Accuracy
 QR0230;SPC SD N     -   134,060.      668,750.      MT  (+/- 180 meters Scaled)
 QR0230
 QR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ899870(NAD 83)
 QR0230
 QR0230                          SUPERSEDED SURVEY CONTROL
 QR0230
 QR0230  NAVD 88 (06/15/91)  481.703  (m)         1580.39   (f) SUPERSEDED  1 2
 QR0230  NGVD 29 (??/??/92)  481.352  (m)         1579.24   (f) ADJ UNCH    1 2
 QR0230
 QR0230.Superseded values are not recommended for survey control.
 QR0230
 QR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0230.See file dsdata.pdf to determine how the superseded data were derived.
 QR0230
 QR0230_MARKER: DB = BENCH MARK DISK
 QR0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0230_STAMPING: L 16 1926 1579.236
 QR0230_MARK LOGO: CGS
 QR0230_PROJECTION: FLUSH
 QR0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0230+STABILITY: SURFACE MOTION
 QR0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0230+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 QR0230
 QR0230  HISTORY     - Date     Condition        Report By
 QR0230  HISTORY     - 1926     MONUMENTED       CGS
 QR0230  HISTORY     - 1934     GOOD             CGS
 QR0230  HISTORY     - 19960602 GOOD             NGS
 QR0230
 QR0230                          STATION DESCRIPTION
 QR0230
 QR0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0230'AT FAULKTON.
 QR0230'AT FAULKTON, FAULK COUNTY, IN THE THIRD BLOCK NORTH OF THE COUNTY
 QR0230'COURTHOUSE, 23 FEET NORTHEAST OF THE CONCRETE HEAD WALL AT THE
 QR0230'NORTH END OF A PIPE CULVERT UNDER THE STREET, AT THE SOUTHWEST
 QR0230'CORNER OF THE MUNICIPAL TOURIST PARK, 4 FEET EAST OF THE WEST
 QR0230'FENCE, AND 3.5 FEET NORTH OF THE SOUTH FENCE.  A STANDARD DISK,
 QR0230'STAMPED 1579.236 L 16 1926 AND SET IN THE TOP OF A CONCRETE
 QR0230'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QR0230
 QR0230                          STATION RECOVERY (1996)
 QR0230
 QR0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0230'IN FAULKTON, AT THE INTERSECTION OF PARK STREET AND 10TH AVENUE NORTH,
 QR0230'NEAR THE SOUTHWEST CORNER OF A PARK, 13.1 M (43.0 FT) EAST OF THE
 QR0230'AVENUE CENTER, 12.3 M (40.4 FT) NORTH OF THE STREET CENTER, 1.2 M (3.9
 QR0230'FT) EAST OF THE EAST EDGE OF A SIDEWALK, 0.3 M (1.0 FT) BELOW THE
 QR0230'LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QR0230'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0174 ***********************************************************************
 QR0174  DESIGNATION -  L 17
 QR0174  PID         -  QR0174
 QR0174  STATE/COUNTY-  SD/EDMUNDS
 QR0174  COUNTRY     -  US
 QR0174  USGS QUAD   -  HOSMER (2017)
 QR0174
 QR0174                         *CURRENT SURVEY CONTROL
 QR0174  ______________________________________________________________________
 QR0174* NAD 83(1986) POSITION- 45 32 06.     (N) 099 25 49.     (W)   SCALED
 QR0174* NAVD 88 ORTHO HEIGHT -   563.429 (meters)     1848.52  (feet) ADJUSTED
 QR0174  ______________________________________________________________________
 QR0174  GEOID HEIGHT    -        -22.983 (meters)                     GEOID18
 QR0174  DYNAMIC HEIGHT  -        563.373 (meters)     1848.33  (feet) COMP
 QR0174  MODELED GRAVITY -    980,498.3   (mgal)                       NAVD 88
 QR0174
 QR0174  VERT ORDER      -  FIRST     CLASS II
 QR0174
 QR0174.The horizontal coordinates were scaled from a map and have
 QR0174.an estimated accuracy of +/- 6 seconds.
 QR0174
 QR0174.The orthometric height was determined by differential leveling and
 QR0174.adjusted by the NATIONAL GEODETIC SURVEY
 QR0174.in June 1991.
 QR0174
 QR0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0174.GEOID18 height accuracy estimate available here.
 QR0174
 QR0174.Click photographs - Photos may exist for this station.
 QR0174
 QR0174.The dynamic height is computed by dividing the NAVD 88
 QR0174.geopotential number by the normal gravity value computed on the
 QR0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0174.degrees latitude (g = 980.6199 gals.).
 QR0174
 QR0174.The modeled gravity was interpolated from observed gravity values.
 QR0174
 QR0174;                    North         East    Units  Estimated Accuracy
 QR0174;SPC SD N     -   189,260.      644,500.      MT  (+/- 180 meters Scaled)
 QR0174
 QR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR664424(NAD 83)
 QR0174
 QR0174                          SUPERSEDED SURVEY CONTROL
 QR0174
 QR0174.No superseded survey control is available for this station.
 QR0174
 QR0174_MARKER: DB = BENCH MARK DISK
 QR0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0174_STAMPING: 1847.234 L 17 1927
 QR0174_MARK LOGO: CGS
 QR0174_PROJECTION: PROJECTING 15 CENTIMETERS
 QR0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0174+STABILITY: SURFACE MOTION
 QR0174
 QR0174  HISTORY     - Date     Condition        Report By
 QR0174  HISTORY     - 1927     MONUMENTED       CGS
 QR0174  HISTORY     - 1934     GOOD             CGS
 QR0174
 QR0174                          STATION DESCRIPTION
 QR0174
 QR0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0174'7 MI NW FROM ROSCOE.
 QR0174'7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0174'PACIFIC RAILROAD FROM ROSCOE, EDMUNDS COUNTY, 128 FEET SOUTH
 QR0174'OF A ROAD CROSSING, 35.5 FEET WEST OF THE CENTER LINE OF THE
 QR0174'TRACK, 13.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 4 FEET
 QR0174'EAST OF A LINE OF POLES.  A STANDARD DISK, STAMPED 1847.234
 QR0174'L 17 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 QR0174'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1967 ***********************************************************************
 PU1967  DESIGNATION -  L 176
 PU1967  PID         -  PU1967
 PU1967  STATE/COUNTY-  SD/BUTTE
 PU1967  COUNTRY     -  US
 PU1967  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1967
 PU1967                         *CURRENT SURVEY CONTROL
 PU1967  ______________________________________________________________________
 PU1967* NAD 83(1986) POSITION- 44 43 39.     (N) 103 55 34.     (W)   SCALED
 PU1967* NAVD 88 ORTHO HEIGHT -   948.707 (meters)     3112.55  (feet) ADJUSTED
 PU1967  ______________________________________________________________________
 PU1967  GEOID HEIGHT    -        -15.313 (meters)                     GEOID18
 PU1967  DYNAMIC HEIGHT  -        948.441 (meters)     3111.68  (feet) COMP
 PU1967  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 PU1967
 PU1967  VERT ORDER      -  SECOND    CLASS 0
 PU1967
 PU1967.The horizontal coordinates were scaled from a map and have
 PU1967.an estimated accuracy of +/- 6 seconds.
 PU1967
 PU1967.The orthometric height was determined by differential leveling and
 PU1967.adjusted by the NATIONAL GEODETIC SURVEY
 PU1967.in June 1991.
 PU1967
 PU1967.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1967.GEOID18 height accuracy estimate available here.
 PU1967
 PU1967.Click photographs - Photos may exist for this station.
 PU1967
 PU1967.The dynamic height is computed by dividing the NAVD 88
 PU1967.geopotential number by the normal gravity value computed on the
 PU1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1967.degrees latitude (g = 980.6199 gals.).
 PU1967
 PU1967.The modeled gravity was interpolated from observed gravity values.
 PU1967
 PU1967;                    North         East    Units  Estimated Accuracy
 PU1967;SPC SD N     -   106,900.      289,110.      MT  (+/- 180 meters Scaled)
 PU1967
 PU1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK850532(NAD 83)
 PU1967
 PU1967                          SUPERSEDED SURVEY CONTROL
 PU1967
 PU1967  NGVD 29 (??/??/92)  948.220  (m)         3110.95   (f) ADJ UNCH    2 0
 PU1967
 PU1967.Superseded values are not recommended for survey control.
 PU1967
 PU1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1967.See file dsdata.pdf to determine how the superseded data were derived.
 PU1967
 PU1967_MARKER: DB = BENCH MARK DISK
 PU1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1967_STAMPING: L 176 1934
 PU1967_MARK LOGO: CGS
 PU1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1967+STABILITY: SURFACE MOTION
 PU1967
 PU1967  HISTORY     - Date     Condition        Report By
 PU1967  HISTORY     - 1934     MONUMENTED       CGS
 PU1967  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1967
 PU1967                          STATION DESCRIPTION
 PU1967
 PU1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1967'5.4 MI NW FROM BELLE FOURCHE.
 PU1967'5.4 MILES NORTHWEST OF THE CENTER OF TOWN BY HIGHWAY.  ALONG
 PU1967'STATE HIGHWAY 30, BETWEEN BELLE FOURCHE, SOUTH DAKOTA, AND
 PU1967'ALZADA, MONTANA, NEAR A FENCE CORNER ON THE NORTHEAST SIDE OF
 PU1967'THE HIGHWAY, 39 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1967'AND 4.0 FEET SOUTH OF EAST AND WEST FENCE.
 PU1967
 PU1967                          STATION RECOVERY (1995)
 PU1967
 PU1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1967'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1616 ***********************************************************************
 PU1616  DESIGNATION -  L 177
 PU1616  PID         -  PU1616
 PU1616  STATE/COUNTY-  SD/LAWRENCE
 PU1616  COUNTRY     -  US
 PU1616  USGS QUAD   -  LEAD (2017)
 PU1616
 PU1616                         *CURRENT SURVEY CONTROL
 PU1616  ______________________________________________________________________
 PU1616* NAD 83(1986) POSITION- 44 16 19.     (N) 103 48 12.     (W)   SCALED
 PU1616* NAVD 88 ORTHO HEIGHT -  1810.387 (meters)     5939.58  (feet) ADJUSTED
 PU1616  ______________________________________________________________________
 PU1616  GEOID HEIGHT    -        -13.256 (meters)                     GEOID18
 PU1616  DYNAMIC HEIGHT  -       1809.557 (meters)     5936.85  (feet) COMP
 PU1616  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 PU1616
 PU1616  VERT ORDER      -  SECOND    CLASS 0
 PU1616
 PU1616.The horizontal coordinates were scaled from a map and have
 PU1616.an estimated accuracy of +/- 6 seconds.
 PU1616
 PU1616.The orthometric height was determined by differential leveling and
 PU1616.adjusted by the NATIONAL GEODETIC SURVEY
 PU1616.in June 1991.
 PU1616
 PU1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1616.GEOID18 height accuracy estimate available here.
 PU1616
 PU1616.Click photographs - Photos may exist for this station.
 PU1616
 PU1616.The dynamic height is computed by dividing the NAVD 88
 PU1616.geopotential number by the normal gravity value computed on the
 PU1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1616.degrees latitude (g = 980.6199 gals.).
 PU1616
 PU1616.The modeled gravity was interpolated from observed gravity values.
 PU1616
 PU1616;                    North         East    Units  Estimated Accuracy
 PU1616;SPC SD N     -    55,870.      296,450.      MT  (+/- 180 meters Scaled)
 PU1616
 PU1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK955027(NAD 83)
 PU1616
 PU1616                          SUPERSEDED SURVEY CONTROL
 PU1616
 PU1616  NGVD 29 (??/??/92) 1809.706  (m)         5937.34   (f) ADJ UNCH    2 0
 PU1616
 PU1616.Superseded values are not recommended for survey control.
 PU1616
 PU1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1616.See file dsdata.pdf to determine how the superseded data were derived.
 PU1616
 PU1616_MARKER: DB = BENCH MARK DISK
 PU1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1616_STAMPING: L 177 1934
 PU1616_MARK LOGO: CGS
 PU1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1616+STABILITY: SURFACE MOTION
 PU1616
 PU1616  HISTORY     - Date     Condition        Report By
 PU1616  HISTORY     - 1934     MONUMENTED       CGS
 PU1616  HISTORY     - 1938     GOOD             CGS
 PU1616
 PU1616                          STATION DESCRIPTION
 PU1616
 PU1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1616'2.5 MI S FROM ENGLEWOOD.
 PU1616'2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PU1616'FROM THE STATION AT ENGLEWOOD, LAWRENCE COUNTY, ABOUT 1.5 MILES
 PU1616'NORTH OF THE LEAD COUNTRY CLUB, ABOUT 0.2 MILE NORTH OF MILEPOST
 PU1616'96, ABOUT 350 FEET SOUTH OF AN ABANDONED ROCK QUARRY, AND 20
 PU1616'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED L 177
 PU1616'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0565 ***********************************************************************
 OT0565  DESIGNATION -  L 178
 OT0565  PID         -  OT0565
 OT0565  STATE/COUNTY-  SD/CUSTER
 OT0565  COUNTRY     -  US
 OT0565  USGS QUAD   -  CICERO PEAK (2017)
 OT0565
 OT0565                         *CURRENT SURVEY CONTROL
 OT0565  ______________________________________________________________________
 OT0565* NAD 83(1986) POSITION- 43 37 36.     (N) 103 35 48.     (W)   SCALED
 OT0565* NAVD 88 ORTHO HEIGHT -  1495.766 (meters)     4907.36  (feet) ADJUSTED
 OT0565  ______________________________________________________________________
 OT0565  GEOID HEIGHT    -        -14.206 (meters)                     GEOID18
 OT0565  DYNAMIC HEIGHT  -       1495.090 (meters)     4905.14  (feet) COMP
 OT0565  MODELED GRAVITY -    980,113.2   (mgal)                       NAVD 88
 OT0565
 OT0565  VERT ORDER      -  SECOND    CLASS 0
 OT0565
 OT0565.The horizontal coordinates were scaled from a map and have
 OT0565.an estimated accuracy of +/- 6 seconds.
 OT0565
 OT0565.The orthometric height was determined by differential leveling and
 OT0565.adjusted by the NATIONAL GEODETIC SURVEY
 OT0565.in June 1991.
 OT0565
 OT0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0565.GEOID18 height accuracy estimate available here.
 OT0565
 OT0565.Click photographs - Photos may exist for this station.
 OT0565
 OT0565.The dynamic height is computed by dividing the NAVD 88
 OT0565.geopotential number by the normal gravity value computed on the
 OT0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0565.degrees latitude (g = 980.6199 gals.).
 OT0565
 OT0565.The modeled gravity was interpolated from observed gravity values.
 OT0565
 OT0565;                    North         East    Units  Estimated Accuracy
 OT0565;SPC SD S     -   148,850.      336,720.      MT  (+/- 180 meters Scaled)
 OT0565
 OT0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ132313(NAD 83)
 OT0565
 OT0565                          SUPERSEDED SURVEY CONTROL
 OT0565
 OT0565  NGVD 29 (??/??/92) 1495.160  (m)         4905.37   (f) ADJ UNCH    2 0
 OT0565
 OT0565.Superseded values are not recommended for survey control.
 OT0565
 OT0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0565.See file dsdata.pdf to determine how the superseded data were derived.
 OT0565
 OT0565_MARKER: DB = BENCH MARK DISK
 OT0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0565_STAMPING: L 178 1934
 OT0565_MARK LOGO: CGS
 OT0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0565+STABILITY: SURFACE MOTION
 OT0565
 OT0565  HISTORY     - Date     Condition        Report By
 OT0565  HISTORY     - 1934     MONUMENTED       CGS
 OT0565  HISTORY     - 19950411 MARK NOT FOUND   NGS
 OT0565
 OT0565                          STATION DESCRIPTION
 OT0565
 OT0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0565'1.1 MI N FROM PRINGLE.
 OT0565'1.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0565'FROM THE STATION AT PRINGLE, CUSTER COUNTY, ABOUT 0.5 MILE NORTH
 OT0565'OF MILEPOST 33, ABOUT 800 FEET NORTH OF THE WHISTLE POST AT THE
 OT0565'NORTH END OF A FILL, 50 FEET WEST OF THE CENTER LINE OF U.S.
 OT0565'HIGHWAY 85 E, 33.6 FEET EAST OF THE EAST RAIL, AND 2.0 FEET WEST
 OT0565'OF A FENCE.  A STANDARD DISK, STAMPED L 178 1934 AND SET IN THE
 OT0565'TOP OF A CONCRETE POST.
 OT0565
 OT0565                          STATION RECOVERY (1995)
 OT0565
 OT0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0565'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK L 178
 OT0565'RESET WAS ESTABLISHED IN THE GENERAL AREA.  SEE THE DESCRIPTION
 OT0565'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5680 ***********************************************************************
 AC5680  CBN         -  This is a Cooperative Base Network Control Station.
 AC5680  DESIGNATION -  L 178 RESET
 AC5680  PID         -  AC5680
 AC5680  STATE/COUNTY-  SD/CUSTER
 AC5680  COUNTRY     -  US
 AC5680  USGS QUAD   -  CICERO PEAK (2017)
 AC5680
 AC5680                         *CURRENT SURVEY CONTROL
 AC5680  ______________________________________________________________________
 AC5680* NAD 83(2011) POSITION- 43 37 35.75560(N) 103 35 49.77833(W)   ADJUSTED
 AC5680* NAD 83(2011) ELLIP HT-  1479.839 (meters)        (06/27/12)   ADJUSTED
 AC5680* NAD 83(2011) EPOCH   -  2010.00
 AC5680* NAVD 88 ORTHO HEIGHT -  1494.046 (meters)     4901.72  (feet) ADJUSTED
 AC5680  ______________________________________________________________________
 AC5680  GEOID HEIGHT    -        -14.205 (meters)                     GEOID18
 AC5680  NAD 83(2011) X  - -1,087,373.009 (meters)                     COMP
 AC5680  NAD 83(2011) Y  - -4,495,636.080 (meters)                     COMP
 AC5680  NAD 83(2011) Z  -  4,379,174.905 (meters)                     COMP
 AC5680  LAPLACE CORR    -         -7.88  (seconds)                    DEFLEC18
 AC5680  DYNAMIC HEIGHT  -       1493.370 (meters)     4899.50  (feet) COMP
 AC5680  MODELED GRAVITY -    980,113.1   (mgal)                       NAVD 88
 AC5680
 AC5680  VERT ORDER      -  FIRST     CLASS II
 AC5680
 AC5680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC5680  Standards:
 AC5680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC5680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC5680  -------------------------------------------------------------------
 AC5680  NETWORK    0.91   2.33           0.42   0.30   1.19     -0.04736118
 AC5680  -------------------------------------------------------------------
 AC5680  Click here for local accuracies and other accuracy information.
 AC5680
 AC5680.The horizontal coordinates were established by GPS observations
 AC5680.and adjusted by the National Geodetic Survey in June 2012.
 AC5680
 AC5680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC5680.been affixed to the stable North American tectonic plate. See 
 AC5680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC5680
 AC5680.The horizontal coordinates are valid at the epoch date displayed above
 AC5680.which is a decimal equivalence of Year/Month/Day.
 AC5680
 AC5680.The orthometric height was determined by differential leveling and
 AC5680.adjusted by the NATIONAL GEODETIC SURVEY
 AC5680.in October 1997.
 AC5680
 AC5680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5680.GEOID18 height accuracy estimate available here.
 AC5680
 AC5680.Click photographs - Photos may exist for this station.
 AC5680
 AC5680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5680
 AC5680.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC5680
 AC5680.The ellipsoidal height was determined by GPS observations
 AC5680.and is referenced to NAD 83.
 AC5680
 AC5680.The dynamic height is computed by dividing the NAVD 88
 AC5680.geopotential number by the normal gravity value computed on the
 AC5680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5680.degrees latitude (g = 980.6199 gals.).
 AC5680
 AC5680.The modeled gravity was interpolated from observed gravity values.
 AC5680
 AC5680. The following values were computed from the NAD 83(2011) position.
 AC5680
 AC5680;                    North         East     Units Scale Factor Converg.
 AC5680;SPC SD S     -   148,844.960   336,676.982   MT  0.99990688   -2 15 05.6
 AC5680;SPC SD S     -   488,335.51  1,104,581.07   sFT  0.99990688   -2 15 05.6
 AC5680;UTM  13      - 4,831,357.380   613,174.927   MT  0.99975755   +0 58 04.8
 AC5680
 AC5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5680!SPC SD S     -   0.99976800  x   0.99990688  =   0.99967490
 AC5680!UTM  13      -   0.99976800  x   0.99975755  =   0.99952560
 AC5680
 AC5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1317431357(NAD 83)
 AC5680
 AC5680                          SUPERSEDED SURVEY CONTROL
 AC5680
 AC5680  NAD 83(2007)-  43 37 35.75545(N)    103 35 49.77944(W) AD(2002.00) 0
 AC5680  ELLIP H (02/10/07) 1479.867  (m)                       GP(2002.00)    
 AC5680  ELLIP H (04/15/04) 1479.861  (m)                       GP(       ) 2 1
 AC5680  NAD 83(1996)-  43 37 35.75471(N)    103 35 49.77950(W) AD(       ) B
 AC5680  ELLIP H (04/18/97) 1479.920  (m)                       GP(       ) 4 1
 AC5680  NAVD 88 (04/18/97) 1494.1    (m)  GEOID96  model used  GPS OBS        
 AC5680
 AC5680.Superseded values are not recommended for survey control.
 AC5680
 AC5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5680.See file dsdata.pdf to determine how the superseded data were derived.
 AC5680
 AC5680_MARKER: I = METAL ROD
 AC5680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5680_STAMPING: L 178 RESET 1992
 AC5680_MARK LOGO: NGS
 AC5680_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5680+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1996
 AC5680
 AC5680  HISTORY     - Date     Condition        Report By
 AC5680  HISTORY     - 1992     MONUMENTED       NGS
 AC5680  HISTORY     - 19950411 GOOD             NGS
 AC5680  HISTORY     - 19960822 GOOD             NGS
 AC5680
 AC5680                          STATION DESCRIPTION
 AC5680
 AC5680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5680'15.5 KM (9.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE POST
 AC5680'OFFICE IN CUSTER, 67.0 M (219.8 FT) NORTH OF THE CENTER OF A FIELD
 AC5680'ENTRANCE AND GATE, 25.0 M (82.0 FT) WEST OF THE HIGHWAY CENTERLINE,
 AC5680'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.1 M (3.6 FT)
 AC5680'SOUTHEAST OF A T-FENCE CORNER, 1.0 M (3.3 FT) EAST OF A FENCE, AND 0.3
 AC5680'M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC5680'THROUGH A 5-INCH LOGO CAP.  THE ROD DEPTH IS UNKNOWN.
 AC5680
 AC5680                          STATION RECOVERY (1996)
 AC5680
 AC5680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC5680'THE STATION IS LOCATED ABOUT 34.6 KM (21.50 MI) NORTH-NORTHWEST OF HOT
 AC5680'SPRINGS, 16.9 KM (10.50 MI) SOUTH OF CUSTER, AND 2.2 KM (1.35 MI)
 AC5680'NORTH OF PRINGLE, ON U.S. HIGHWAY 385.  OWNERSHIP--THE STATE OF SOUTH
 AC5680'DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385
 AC5680'AND STATE HIGHWAY 89 IN PRINGLE, GO NORTH ON STATE HIGHWAY 385 FOR 2.2
 AC5680'KM (1.35 MI) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED 64.0
 AC5680'M (210.0 FT) NORTH-NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND A
 AC5680'SIGN (WARNING RATTLESNAKE AREA), 25.1 M (82.3 FT) WEST-SOUTHWEST OF
 AC5680'THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC5680'1.0 M (3.3 FT) EAST OF A T-FENCE CORNER, 0.9 M (3.0 FT) EAST-NORTHEAST
 AC5680'OF A FENCE, AND 0.3 M (1.0 FT) EAST-NORTHEAST OF A WITNESS POST.
 AC5680'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  ROD
 AC5680'DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0345 ***********************************************************************
 OS0345  DESIGNATION -  L 18
 OS0345  PID         -  OS0345
 OS0345  STATE/COUNTY-  SD/BENNETT
 OS0345  COUNTRY     -  US
 OS0345  USGS QUAD   -  MARTIN SW (2017)
 OS0345
 OS0345                         *CURRENT SURVEY CONTROL
 OS0345  ______________________________________________________________________
 OS0345* NAD 83(1986) POSITION- 43 04 49.     (N) 101 42 27.     (W)   SCALED
 OS0345* NAVD 88 ORTHO HEIGHT -   965.072 (meters)     3166.24  (feet) ADJUSTED
 OS0345  ______________________________________________________________________
 OS0345  GEOID HEIGHT    -        -19.605 (meters)                     GEOID18
 OS0345  DYNAMIC HEIGHT  -        964.659 (meters)     3164.89  (feet) COMP
 OS0345  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 OS0345
 OS0345  VERT ORDER      -  SECOND    CLASS 0
 OS0345
 OS0345.The horizontal coordinates were scaled from a map and have
 OS0345.an estimated accuracy of +/- 6 seconds.
 OS0345
 OS0345.The orthometric height was determined by differential leveling and
 OS0345.adjusted by the NATIONAL GEODETIC SURVEY
 OS0345.in June 1991.
 OS0345
 OS0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0345.GEOID18 height accuracy estimate available here.
 OS0345
 OS0345.Click photographs - Photos may exist for this station.
 OS0345
 OS0345.The dynamic height is computed by dividing the NAVD 88
 OS0345.geopotential number by the normal gravity value computed on the
 OS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0345.degrees latitude (g = 980.6199 gals.).
 OS0345
 OS0345.The modeled gravity was interpolated from observed gravity values.
 OS0345
 OS0345;                    North         East    Units  Estimated Accuracy
 OS0345;SPC SD S     -    83,910.      488,110.      MT  (+/- 180 meters Scaled)
 OS0345
 OS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN795732(NAD 83)
 OS0345
 OS0345                          SUPERSEDED SURVEY CONTROL
 OS0345
 OS0345  NGVD 29 (??/??/92)  964.635  (m)         3164.81   (f) ADJ UNCH    2 0
 OS0345
 OS0345.Superseded values are not recommended for survey control.
 OS0345
 OS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0345.See file dsdata.pdf to determine how the superseded data were derived.
 OS0345
 OS0345_MARKER: DB = BENCH MARK DISK
 OS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0345_STAMPING: L 18 1934
 OS0345_MARK LOGO: CGS
 OS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0345+STABILITY: SURFACE MOTION
 OS0345
 OS0345  HISTORY     - Date     Condition        Report By
 OS0345  HISTORY     - 1934     MONUMENTED       CGS
 OS0345
 OS0345                          STATION DESCRIPTION
 OS0345
 OS0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0345'7.5 MI S FROM MARTIN.
 OS0345'7.5 MILES SOUTH ALONG STATE HIGHWAY 73 FROM MARTIN, BENNETT
 OS0345'COUNTY, 0.3 MILE SOUTH OF THE SOUTH END OF A LONG S-CURVE, 57
 OS0345'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF
 OS0345'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 18 1934 AND
 OS0345'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1678 ***********************************************************************
 PU1678  DESIGNATION -  L 183
 PU1678  PID         -  PU1678
 PU1678  STATE/COUNTY-  SD/LAWRENCE
 PU1678  COUNTRY     -  US
 PU1678  USGS QUAD   -  SAVOY (2017)
 PU1678
 PU1678                         *CURRENT SURVEY CONTROL
 PU1678  ______________________________________________________________________
 PU1678* NAD 83(1986) POSITION- 44 16 19.     (N) 103 54 29.     (W)   SCALED
 PU1678* NAVD 88 ORTHO HEIGHT -  1711.682 (meters)     5615.74  (feet) ADJUSTED
 PU1678  ______________________________________________________________________
 PU1678  GEOID HEIGHT    -        -13.079 (meters)                     GEOID18
 PU1678  DYNAMIC HEIGHT  -       1710.914 (meters)     5613.22  (feet) COMP
 PU1678  MODELED GRAVITY -    980,107.3   (mgal)                       NAVD 88
 PU1678
 PU1678  VERT ORDER      -  SECOND    CLASS 0
 PU1678
 PU1678.The horizontal coordinates were scaled from a map and have
 PU1678.an estimated accuracy of +/- 6 seconds.
 PU1678
 PU1678.The orthometric height was determined by differential leveling and
 PU1678.adjusted by the NATIONAL GEODETIC SURVEY
 PU1678.in June 1991.
 PU1678
 PU1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1678.GEOID18 height accuracy estimate available here.
 PU1678
 PU1678.Click photographs - Photos may exist for this station.
 PU1678
 PU1678.The dynamic height is computed by dividing the NAVD 88
 PU1678.geopotential number by the normal gravity value computed on the
 PU1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1678.degrees latitude (g = 980.6199 gals.).
 PU1678
 PU1678.The modeled gravity was interpolated from observed gravity values.
 PU1678
 PU1678;                    North         East    Units  Estimated Accuracy
 PU1678;SPC SD N     -    56,270.      288,100.      MT  (+/- 180 meters Scaled)
 PU1678
 PU1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK871026(NAD 83)
 PU1678
 PU1678                          SUPERSEDED SURVEY CONTROL
 PU1678
 PU1678  NGVD 29 (??/??/92) 1710.995  (m)         5613.49   (f) ADJ UNCH    2 0
 PU1678
 PU1678.Superseded values are not recommended for survey control.
 PU1678
 PU1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1678.See file dsdata.pdf to determine how the superseded data were derived.
 PU1678
 PU1678_MARKER: DB = BENCH MARK DISK
 PU1678_SETTING: 66 = SET IN ROCK OUTCROP
 PU1678_STAMPING: L 183 1958
 PU1678_MARK LOGO: CGS
 PU1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1678+STABILITY: POSITION/ELEVATION WELL
 PU1678
 PU1678  HISTORY     - Date     Condition        Report By
 PU1678  HISTORY     - 1958     MONUMENTED       CGS
 PU1678
 PU1678                          STATION DESCRIPTION
 PU1678
 PU1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 PU1678'11 MI SW FROM LEAD.
 PU1678'11.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1678'COUNTY, 3.0 MILES WEST OF CHEYENNE CROSSING, ACROSS THE
 PU1678'HIGHWAY FROM A TWO-STORY LOG HOUSE SURROUNDED BY A STONE FENCE,
 PU1678'21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 PU1678'TOP OF A LARGE EMBEDDED ROCK, AND 2 FEET HIGHER THAN THE
 PU1678'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0422 ***********************************************************************
 QS0422  DESIGNATION -  L 19
 QS0422  PID         -  QS0422
 QS0422  STATE/COUNTY-  SD/CORSON
 QS0422  COUNTRY     -  US
 QS0422  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0422
 QS0422                         *CURRENT SURVEY CONTROL
 QS0422  ______________________________________________________________________
 QS0422* NAD 83(1986) POSITION- 45 43 43.     (N) 101 20 14.     (W)   SCALED
 QS0422* NAVD 88 ORTHO HEIGHT -   633.984 (meters)     2080.00  (feet) ADJUSTED
 QS0422  ______________________________________________________________________
 QS0422  GEOID HEIGHT    -        -20.536 (meters)                     GEOID18
 QS0422  DYNAMIC HEIGHT  -        633.917 (meters)     2079.78  (feet) COMP
 QS0422  MODELED GRAVITY -    980,489.9   (mgal)                       NAVD 88
 QS0422
 QS0422  VERT ORDER      -  FIRST     CLASS II
 QS0422
 QS0422.The horizontal coordinates were scaled from a map and have
 QS0422.an estimated accuracy of +/- 6 seconds.
 QS0422
 QS0422.The orthometric height was determined by differential leveling and
 QS0422.adjusted by the NATIONAL GEODETIC SURVEY
 QS0422.in June 1991.
 QS0422
 QS0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0422.GEOID18 height accuracy estimate available here.
 QS0422
 QS0422.Click photographs - Photos may exist for this station.
 QS0422
 QS0422.The dynamic height is computed by dividing the NAVD 88
 QS0422.geopotential number by the normal gravity value computed on the
 QS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0422.degrees latitude (g = 980.6199 gals.).
 QS0422
 QS0422.The modeled gravity was interpolated from observed gravity values.
 QS0422
 QS0422;                    North         East    Units  Estimated Accuracy
 QS0422;SPC SD N     -   211,480.      495,910.      MT  (+/- 180 meters Scaled)
 QS0422
 QS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR181665(NAD 83)
 QS0422
 QS0422                          SUPERSEDED SURVEY CONTROL
 QS0422
 QS0422  NGVD 29 (??/??/92)  633.520  (m)         2078.47   (f) ADJ UNCH    1 2
 QS0422
 QS0422.Superseded values are not recommended for survey control.
 QS0422
 QS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0422.See file dsdata.pdf to determine how the superseded data were derived.
 QS0422
 QS0422_MARKER: DB = BENCH MARK DISK
 QS0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0422_STAMPING: L 19 1933
 QS0422_MARK LOGO: CGS
 QS0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0422+STABILITY: SURFACE MOTION
 QS0422
 QS0422  HISTORY     - Date     Condition        Report By
 QS0422  HISTORY     - 1933     MONUMENTED       CGS
 QS0422  HISTORY     - 1938     GOOD             CGS
 QS0422
 QS0422                          STATION DESCRIPTION
 QS0422
 QS0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0422'15.3 MI S FROM MC INTOSH.
 QS0422'ALONG STATE HIGHWAY NO. 65, 15.3 MILES SOUTH OF MC INTOSH, 0.2
 QS0422'OF A MILE SOUTH OF A 200-FOOT OFFSET IN THE HIGHWAY TO THE
 QS0422'EAST, 65 FEET WEST OF THE CENTER OF THE HIGHWAY.  A STANDARD
 QS0422'DISK SET HORIZONTAL IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0227 ***********************************************************************
 QQ0227  DESIGNATION -  L 19
 QQ0227  PID         -  QQ0227
 QQ0227  STATE/COUNTY-  SD/DAY
 QQ0227  COUNTRY     -  US
 QQ0227  USGS QUAD   -  WAUBAY (2017)
 QQ0227
 QQ0227                         *CURRENT SURVEY CONTROL
 QQ0227  ______________________________________________________________________
 QQ0227* NAD 83(1986) POSITION- 45 19 46.     (N) 097 18 18.     (W)   SCALED
 QQ0227* NAVD 88 ORTHO HEIGHT -   557.171 (meters)     1827.99  (feet) ADJUSTED
 QQ0227  ______________________________________________________________________
 QQ0227  GEOID HEIGHT    -        -25.155 (meters)                     GEOID18
 QQ0227  DYNAMIC HEIGHT  -        557.107 (meters)     1827.78  (feet) COMP
 QQ0227  MODELED GRAVITY -    980,484.1   (mgal)                       NAVD 88
 QQ0227
 QQ0227  VERT ORDER      -  FIRST     CLASS II
 QQ0227
 QQ0227.The horizontal coordinates were scaled from a map and have
 QQ0227.an estimated accuracy of +/- 6 seconds.
 QQ0227
 QQ0227.The orthometric height was determined by differential leveling and
 QQ0227.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0227.in June 1991.
 QQ0227
 QQ0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0227.GEOID18 height accuracy estimate available here.
 QQ0227
 QQ0227.Click photographs - Photos may exist for this station.
 QQ0227
 QQ0227.The dynamic height is computed by dividing the NAVD 88
 QQ0227.geopotential number by the normal gravity value computed on the
 QQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0227.degrees latitude (g = 980.6199 gals.).
 QQ0227
 QQ0227.The modeled gravity was interpolated from observed gravity values.
 QQ0227
 QQ0227;                    North         East    Units  Estimated Accuracy
 QQ0227;SPC SD N     -   169,770.      811,220.      MT  (+/- 180 meters Scaled)
 QQ0227
 QQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR328209(NAD 83)
 QQ0227
 QQ0227                          SUPERSEDED SURVEY CONTROL
 QQ0227
 QQ0227  NGVD 29 (??/??/92)  556.891  (m)         1827.07   (f) ADJ UNCH    1 2
 QQ0227
 QQ0227.Superseded values are not recommended for survey control.
 QQ0227
 QQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0227.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0227
 QQ0227_MARKER: DB = BENCH MARK DISK
 QQ0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0227_SP_SET: BUILDING
 QQ0227_STAMPING: L 19 1931 1827.067
 QQ0227_MARK LOGO: CGS
 QQ0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0227+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0227
 QQ0227  HISTORY     - Date     Condition        Report By
 QQ0227  HISTORY     - 1931     MONUMENTED       CGS
 QQ0227  HISTORY     - 1934     GOOD             CGS
 QQ0227  HISTORY     - 19970314 GOOD             NGS
 QQ0227
 QQ0227                          STATION DESCRIPTION
 QQ0227
 QQ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0227'IN WAUBAY.
 QQ0227'AT WAUBAY, DAY COUNTY, AT THE FIRST NATIONAL BANK BUILDING, IN
 QQ0227'THE EAST WALL, ON THE SOUTH SIDE OF THE ENTRANCE, 12.3 FEET
 QQ0227'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 5 FEET ABOVE
 QQ0227'THE SIDEWALK.  A STANDARD DISK, STAMPED 1827.067 L 19 1931 AND
 QQ0227'SET VERTICALLY.
 QQ0227
 QQ0227                          STATION RECOVERY (1934)
 QQ0227
 QQ0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0227'RECOVERED IN GOOD CONDITION.
 QQ0227
 QQ0227                          STATION RECOVERY (1997)
 QQ0227
 QQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0227'IN WAUBAY, AT THE INTERSECTION OF MAIN STREET AND RAILWAY AVENUE, SET
 QQ0227'VERTICALLY IN THE EAST FACE OF A LIQUOR STORE (FORMER BANK), 13.4 M
 QQ0227'(44.0 FT) NORTH OF THE AVENUE CENTER, 13.2 M (43.3 FT) WEST OF THE
 QQ0227'STREET CENTER, 3.7 M (12.1 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 QQ0227'BUILDING, 1.7 M (5.6 FT) SOUTH OF THE CENTER OF A DOOR, AND 1.6 M (5.2
 QQ0227'FT) ABOVE THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0423 ***********************************************************************
 QS0423  DESIGNATION -  L 19 RESET
 QS0423  PID         -  QS0423
 QS0423  STATE/COUNTY-  SD/CORSON
 QS0423  COUNTRY     -  US
 QS0423  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0423
 QS0423                         *CURRENT SURVEY CONTROL
 QS0423  ______________________________________________________________________
 QS0423* NAD 83(1986) POSITION- 45 43 43.     (N) 101 20 14.     (W)   SCALED
 QS0423* NAVD 88 ORTHO HEIGHT -   634.263 (meters)     2080.91  (feet) ADJUSTED
 QS0423  ______________________________________________________________________
 QS0423  GEOID HEIGHT    -        -20.536 (meters)                     GEOID18
 QS0423  DYNAMIC HEIGHT  -        634.196 (meters)     2080.69  (feet) COMP
 QS0423  MODELED GRAVITY -    980,489.9   (mgal)                       NAVD 88
 QS0423
 QS0423  VERT ORDER      -  FIRST     CLASS II
 QS0423
 QS0423.The horizontal coordinates were scaled from a map and have
 QS0423.an estimated accuracy of +/- 6 seconds.
 QS0423
 QS0423.The orthometric height was determined by differential leveling and
 QS0423.adjusted by the NATIONAL GEODETIC SURVEY
 QS0423.in June 1991.
 QS0423
 QS0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0423.GEOID18 height accuracy estimate available here.
 QS0423
 QS0423.Click photographs - Photos may exist for this station.
 QS0423
 QS0423.The dynamic height is computed by dividing the NAVD 88
 QS0423.geopotential number by the normal gravity value computed on the
 QS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0423.degrees latitude (g = 980.6199 gals.).
 QS0423
 QS0423.The modeled gravity was interpolated from observed gravity values.
 QS0423
 QS0423;                    North         East    Units  Estimated Accuracy
 QS0423;SPC SD N     -   211,480.      495,910.      MT  (+/- 180 meters Scaled)
 QS0423
 QS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR181665(NAD 83)
 QS0423
 QS0423                          SUPERSEDED SURVEY CONTROL
 QS0423
 QS0423  NGVD 29 (??/??/??)  633.77   (m)         2079.3    (f) RESET       3  
 QS0423
 QS0423.Superseded values are not recommended for survey control.
 QS0423
 QS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0423.See file dsdata.pdf to determine how the superseded data were derived.
 QS0423
 QS0423_MARKER: DB = BENCH MARK DISK
 QS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0423_STAMPING: L 19 RESET 1956
 QS0423_MARK LOGO: CGS
 QS0423_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0423+STABILITY: SURFACE MOTION
 QS0423
 QS0423  HISTORY     - Date     Condition        Report By
 QS0423  HISTORY     - 1956     MONUMENTED       CGS
 QS0423  HISTORY     - 1985     GOOD             NGS
 QS0423
 QS0423                          STATION DESCRIPTION
 QS0423
 QS0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QS0423'14.6 MI S FROM MC INTOSH.
 QS0423'14.65 MILES SOUTH ALONG STATE HIGHWAY 65 FROM ITS JUNCTION WITH
 QS0423'U.S. HIGHWAY 12 ABOUT 0.75 MILE EAST OF MC INTOSH, CORSON
 QS0423'COUNTY, ABOUT 0.2 MILE SOUTH OF CROSSROADS, AND ABOUT 20 FEET
 QS0423'WEST OF WEST EDGE OF HIGHWAY RIGHT-OF-WAY.  A STANDARD DISK
 QS0423'STAMPED L 19 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST
 QS0423'PROJECTING 5 INCHES.
 QS0423
 QS0423                          STATION RECOVERY (1985)
 QS0423
 QS0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0423'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.9 KM (13.55
 QS0423'MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US HIGHWAY 12 AT
 QS0423'MCINTOSH, 0.32 KM (0.2 MI) SOUTH OF A DIRT CROSSROADS, 32.0 METERS
 QS0423'(105 FT) WEST OF THE HIGHWAY CENTERLINE AND 11.0 METERS (36 FT) WEST
 QS0423'OF THE RIGHT-OF-WAY FENCE.
 QS0423'THE MARK IS 11.0 METERS  W FROM  A WITNESS POST
 QS0423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0261 ***********************************************************************
 OR0261  DESIGNATION -  L 2
 OR0261  PID         -  OR0261
 OR0261  STATE/COUNTY-  SD/CHARLES MIX
 OR0261  COUNTRY     -  US
 OR0261  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0261
 OR0261                         *CURRENT SURVEY CONTROL
 OR0261  ______________________________________________________________________
 OR0261* NAD 83(1986) POSITION- 43 04 02.     (N) 098 32 14.     (W)   SCALED
 OR0261* NAVD 88 ORTHO HEIGHT -   417.236 (meters)     1368.88  (feet) ADJUSTED
 OR0261  ______________________________________________________________________
 OR0261  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 OR0261  DYNAMIC HEIGHT  -        417.097 (meters)     1368.43  (feet) COMP
 OR0261  MODELED GRAVITY -    980,276.4   (mgal)                       NAVD 88
 OR0261
 OR0261  VERT ORDER      -  FIRST     CLASS II
 OR0261
 OR0261.The horizontal coordinates were scaled from a map and have
 OR0261.an estimated accuracy of +/- 6 seconds.
 OR0261
 OR0261.The orthometric height was determined by differential leveling and
 OR0261.adjusted by the NATIONAL GEODETIC SURVEY
 OR0261.in June 1991.
 OR0261
 OR0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0261.GEOID18 height accuracy estimate available here.
 OR0261
 OR0261.Click photographs - Photos may exist for this station.
 OR0261
 OR0261.The dynamic height is computed by dividing the NAVD 88
 OR0261.geopotential number by the normal gravity value computed on the
 OR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0261.degrees latitude (g = 980.6199 gals.).
 OR0261
 OR0261.The modeled gravity was interpolated from observed gravity values.
 OR0261
 OR0261;                    North         East    Units  Estimated Accuracy
 OR0261;SPC SD S     -    83,110.      746,280.      MT  (+/- 180 meters Scaled)
 OR0261
 OR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN376683(NAD 83)
 OR0261
 OR0261                          SUPERSEDED SURVEY CONTROL
 OR0261
 OR0261  NGVD 29 (??/??/92)  416.934  (m)         1367.89   (f) ADJ UNCH    1 2
 OR0261
 OR0261.Superseded values are not recommended for survey control.
 OR0261
 OR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0261.See file dsdata.pdf to determine how the superseded data were derived.
 OR0261
 OR0261_MARKER: DD = SURVEY DISK
 OR0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0261_PROJECTION: FLUSH
 OR0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0261+STABILITY: SURFACE MOTION
 OR0261
 OR0261  HISTORY     - Date     Condition        Report By
 OR0261  HISTORY     - UNK      MONUMENTED       USACE
 OR0261  HISTORY     - 1949     GOOD             CGS
 OR0261  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0261  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0261
 OR0261                          STATION DESCRIPTION
 OR0261
 OR0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0261'AT PICKSTOWN.
 OR0261'AT PICKSTOWN, 0.3 MILE WEST ALONG THE ACCESS HIGHWAY FROM ITS
 OR0261'JUNCTION WITH MISSOURI DRIVE, ON A SMALL PLOT OF GROUND WHICH
 OR0261'IS BETWEEN TWO DRAWS, 0.3 MILE SOUTH OF THE ACCESS HIGHWAY,
 OR0261'450.0 FEET SOUTHEAST OF A ROAD WHICH LEADS SOUTHWEST FROM THE
 OR0261'ACCESS HIGHWAY TO THE OUTLET WORKS OF THE DAM, 12.4 FEET NORTH
 OR0261'OF A GUARD POST, 11.5 FEET WEST OF A GUARD POST, 11.7 FEET SOUTH
 OR0261'OF A GUARD POST, 11.3 FEET EAST OF A GUARD POST, SET IN THE TOP
 OR0261'OF A CONCRETE POST WHICH IS 23 FEET IN LENGTH AND WHICH IS FLUSH
 OR0261'WITH THE GROUND.
 OR0261
 OR0261                          STATION RECOVERY (1962)
 OR0261
 OR0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0261'MARK NOT FOUND.
 OR0261
 OR0261                          STATION RECOVERY (2013)
 OR0261
 OR0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1170 ***********************************************************************
 PU1170  DESIGNATION -  L 2 B 1
 PU1170  PID         -  PU1170
 PU1170  STATE/COUNTY-  SD/BUTTE
 PU1170  COUNTRY     -  US
 PU1170  USGS QUAD   -  VALE SE (2017)
 PU1170
 PU1170                         *CURRENT SURVEY CONTROL
 PU1170  ______________________________________________________________________
 PU1170* NAD 83(1986) POSITION- 44 36 44.     (N) 103 20 28.     (W)   SCALED
 PU1170* NAVD 88 ORTHO HEIGHT -   878.654 (meters)     2882.72  (feet) ADJUSTED
 PU1170  ______________________________________________________________________
 PU1170  GEOID HEIGHT    -        -16.468 (meters)                     GEOID18
 PU1170  DYNAMIC HEIGHT  -        878.422 (meters)     2881.96  (feet) COMP
 PU1170  MODELED GRAVITY -    980,323.7   (mgal)                       NAVD 88
 PU1170
 PU1170  VERT ORDER      -  SECOND    CLASS 0
 PU1170
 PU1170.The horizontal coordinates were scaled from a map and have
 PU1170.an estimated accuracy of +/- 6 seconds.
 PU1170
 PU1170.The orthometric height was determined by differential leveling and
 PU1170.adjusted by the NATIONAL GEODETIC SURVEY
 PU1170.in June 1991.
 PU1170
 PU1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1170.GEOID18 height accuracy estimate available here.
 PU1170
 PU1170.Click photographs - Photos may exist for this station.
 PU1170
 PU1170.The dynamic height is computed by dividing the NAVD 88
 PU1170.geopotential number by the normal gravity value computed on the
 PU1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1170.degrees latitude (g = 980.6199 gals.).
 PU1170
 PU1170.The modeled gravity was interpolated from observed gravity values.
 PU1170
 PU1170;                    North         East    Units  Estimated Accuracy
 PU1170;SPC SD N     -    92,020.      334,880.      MT  (+/- 180 meters Scaled)
 PU1170
 PU1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK316412(NAD 83)
 PU1170
 PU1170                          SUPERSEDED SURVEY CONTROL
 PU1170
 PU1170  NGVD 29 (??/??/92)  878.17   (m)         2881.1    (f) COMPUTED    2 0
 PU1170
 PU1170.Superseded values are not recommended for survey control.
 PU1170
 PU1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1170.See file dsdata.pdf to determine how the superseded data were derived.
 PU1170
 PU1170_MARKER: Z = SEE DESCRIPTION
 PU1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1170_STAMPING: L 2 B 1
 PU1170_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1170+STABILITY: SURFACE MOTION
 PU1170
 PU1170  HISTORY     - Date     Condition        Report By
 PU1170  HISTORY     - UNK      MONUMENTED       USAF
 PU1170  HISTORY     - 1962     GOOD             CGS
 PU1170
 PU1170                          STATION DESCRIPTION
 PU1170
 PU1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1170'3.7 MI SE FROM VALE.  2.85 MILES EAST ALONG A ROAD FROM THE POST
 PU1170'OFFICE AT VALE, THENCE 0.55 MILE SOUTH ALONG A ROAD, THENCE 0.3 MILE
 PU1170'EAST-NORTHEAST ACROSS COUNTRY, 0.1 MILE NORTHWEST OF A FENCE CORNER,
 PU1170'ON TOP OF A RIDGE, THE CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN
 PU1170'18-INCH CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0057 ***********************************************************************
 QR0057  DESIGNATION -  L 20
 QR0057  PID         -  QR0057
 QR0057  STATE/COUNTY-  SD/BROWN
 QR0057  COUNTRY     -  US
 QR0057  USGS QUAD   -  BATH (2017)
 QR0057
 QR0057                         *CURRENT SURVEY CONTROL
 QR0057  ______________________________________________________________________
 QR0057* NAD 83(1986) POSITION- 45 28 01.     (N) 098 16 13.     (W)   SCALED
 QR0057* NAVD 88 ORTHO HEIGHT -   391.655 (meters)     1284.95  (feet) ADJUSTED
 QR0057  ______________________________________________________________________
 QR0057  GEOID HEIGHT    -        -24.724 (meters)                     GEOID18
 QR0057  DYNAMIC HEIGHT  -        391.626 (meters)     1284.86  (feet) COMP
 QR0057  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 QR0057
 QR0057  VERT ORDER      -  FIRST     CLASS II
 QR0057
 QR0057.The horizontal coordinates were scaled from a map and have
 QR0057.an estimated accuracy of +/- 6 seconds.
 QR0057
 QR0057.The orthometric height was determined by differential leveling and
 QR0057.adjusted by the NATIONAL GEODETIC SURVEY
 QR0057.in June 1991.
 QR0057
 QR0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0057.GEOID18 height accuracy estimate available here.
 QR0057
 QR0057.Click photographs - Photos may exist for this station.
 QR0057
 QR0057.The dynamic height is computed by dividing the NAVD 88
 QR0057.geopotential number by the normal gravity value computed on the
 QR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0057.degrees latitude (g = 980.6199 gals.).
 QR0057
 QR0057.The modeled gravity was interpolated from observed gravity values.
 QR0057
 QR0057;                    North         East    Units  Estimated Accuracy
 QR0057;SPC SD N     -   182,980.      735,260.      MT  (+/- 180 meters Scaled)
 QR0057
 QR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR570350(NAD 83)
 QR0057
 QR0057                          SUPERSEDED SURVEY CONTROL
 QR0057
 QR0057  NGVD 29 (??/??/92)  391.366  (m)         1284.01   (f) ADJ UNCH    1 2
 QR0057
 QR0057.Superseded values are not recommended for survey control.
 QR0057
 QR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0057.See file dsdata.pdf to determine how the superseded data were derived.
 QR0057
 QR0057_MARKER: DB = BENCH MARK DISK
 QR0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0057_SP_SET: BRIDGE
 QR0057_STAMPING: 1284.007 L 20 1931
 QR0057_MARK LOGO: CGS
 QR0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0057
 QR0057  HISTORY     - Date     Condition        Report By
 QR0057  HISTORY     - 1931     MONUMENTED       CGS
 QR0057  HISTORY     - 1954     MARK NOT FOUND   USGS
 QR0057  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0057
 QR0057                          STATION DESCRIPTION
 QR0057
 QR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0057'2.8 MI W FROM JAMES.
 QR0057'2-3/4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0057'PACIFIC RAILROAD FROM JAMES, BROWN COUNTY, 1/4 MILE WEST OF
 QR0057'BLOCK SIGNAL 275.5, IN THE SOUTH WALL OF A BRIDGE, AND 1.2 FEET
 QR0057'EAST OF THE WEST END OF THE BRIDGE.  A STANDARD DISK, STAMPED
 QR0057'1284.007 L 20 1931.
 QR0057
 QR0057                          STATION RECOVERY (1954)
 QR0057
 QR0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QR0057'MARK NOT FOUND.
 QR0057
 QR0057                          STATION RECOVERY (1997)
 QR0057
 QR0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0057'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0508 ***********************************************************************
 QS0508  DESIGNATION -  L 20
 QS0508  PID         -  QS0508
 QS0508  STATE/COUNTY-  SD/ZIEBACH
 QS0508  COUNTRY     -  US
 QS0508  USGS QUAD   -  DUPREE NE (2017)
 QS0508
 QS0508                         *CURRENT SURVEY CONTROL
 QS0508  ______________________________________________________________________
 QS0508* NAD 83(1986) POSITION- 45 09 37.06   (N) 101 32 52.98   (W)   HD_HELD1
 QS0508* NAVD 88 ORTHO HEIGHT -   691.432 (meters)     2268.47  (feet) ADJUSTED
 QS0508  ______________________________________________________________________
 QS0508  GEOID HEIGHT    -        -20.583 (meters)                     GEOID18
 QS0508  DYNAMIC HEIGHT  -        691.305 (meters)     2268.06  (feet) COMP
 QS0508  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 QS0508
 QS0508  VERT ORDER      -  FIRST     CLASS II
 QS0508
 QS0508.The horizontal coordinates were determined by differentially corrected
 QS0508.hand held GPS observations or other comparable positioning techniques
 QS0508.and have an estimated accuracy of +/- 3 meters.
 QS0508
 QS0508.The orthometric height was determined by differential leveling and
 QS0508.adjusted by the NATIONAL GEODETIC SURVEY
 QS0508.in June 1991.
 QS0508
 QS0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0508.GEOID18 height accuracy estimate available here.
 QS0508
 QS0508.Click photographs - Photos may exist for this station.
 QS0508
 QS0508.The dynamic height is computed by dividing the NAVD 88
 QS0508.geopotential number by the normal gravity value computed on the
 QS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0508.degrees latitude (g = 980.6199 gals.).
 QS0508
 QS0508.The modeled gravity was interpolated from observed gravity values.
 QS0508
 QS0508;                    North         East    Units  Estimated Accuracy
 QS0508;SPC SD N     -   148,619.3     478,296.6     MT  (+/- 3 meters HH1 GPS) 
 QS0508
 QS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9973503915(NAD 83)
 QS0508
 QS0508                          SUPERSEDED SURVEY CONTROL
 QS0508
 QS0508  NGVD 29 (??/??/92)  690.977  (m)         2266.98   (f) ADJ UNCH    1 2
 QS0508
 QS0508.Superseded values are not recommended for survey control.
 QS0508
 QS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0508.See file dsdata.pdf to determine how the superseded data were derived.
 QS0508
 QS0508_MARKER: DB = BENCH MARK DISK
 QS0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0508_STAMPING: L 20 1933
 QS0508_MARK LOGO: CGS
 QS0508_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0508+STABILITY: SURFACE MOTION
 QS0508
 QS0508  HISTORY     - Date     Condition        Report By
 QS0508  HISTORY     - 1933     MONUMENTED       CGS
 QS0508  HISTORY     - 1934     GOOD             CGS
 QS0508  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0508
 QS0508                          STATION DESCRIPTION
 QS0508
 QS0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0508'10.3 MI N FROM DUPREE.
 QS0508'10.3 MILES NORTH ALONG STATE HIGHWAY 65 FROM DUPREE, ZIEBACH
 QS0508'COUNTY, ABOUT 0.3 MILE NORTH OF A SCHOOLHOUSE, ABOUT 0.1 MILE
 QS0508'NORTHWEST OF A FARMHOUSE, AND 64 FEET WEST OF THE CENTER LINE
 QS0508'OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 20 1933 AND SET IN
 QS0508'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0508
 QS0508                          STATION RECOVERY (1934)
 QS0508
 QS0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0508'RECOVERED IN GOOD CONDITION.
 QS0508
 QS0508                          STATION RECOVERY (1985)
 QS0508
 QS0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0508'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0842 ***********************************************************************
 PT0842  DESIGNATION -  L 21
 PT0842  PID         -  PT0842
 PT0842  STATE/COUNTY-  SD/HAAKON
 PT0842  COUNTRY     -  US
 PT0842  USGS QUAD   -  RATTLESNAKE LAKE SE (2017)
 PT0842
 PT0842                         *CURRENT SURVEY CONTROL
 PT0842  ______________________________________________________________________
 PT0842* NAD 83(1986) POSITION- 44 32 02.60   (N) 101 30 46.45   (W)   HD_HELD1
 PT0842* NAVD 88 ORTHO HEIGHT -   611.970 (meters)     2007.77  (feet) ADJUSTED
 PT0842  ______________________________________________________________________
 PT0842  GEOID HEIGHT    -        -21.360 (meters)                     GEOID18
 PT0842  DYNAMIC HEIGHT  -        611.836 (meters)     2007.33  (feet) COMP
 PT0842  MODELED GRAVITY -    980,379.5   (mgal)                       NAVD 88
 PT0842
 PT0842  VERT ORDER      -  FIRST     CLASS II
 PT0842
 PT0842.The horizontal coordinates were determined by differentially corrected
 PT0842.hand held GPS observations or other comparable positioning techniques
 PT0842.and have an estimated accuracy of +/- 3 meters.
 PT0842
 PT0842.The orthometric height was determined by differential leveling and
 PT0842.adjusted by the NATIONAL GEODETIC SURVEY
 PT0842.in June 1991.
 PT0842
 PT0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0842.GEOID18 height accuracy estimate available here.
 PT0842
 PT0842.Click photographs - Photos may exist for this station.
 PT0842
 PT0842.The dynamic height is computed by dividing the NAVD 88
 PT0842.geopotential number by the normal gravity value computed on the
 PT0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0842.degrees latitude (g = 980.6199 gals.).
 PT0842
 PT0842.The modeled gravity was interpolated from observed gravity values.
 PT0842
 PT0842;                    North         East    Units  Estimated Accuracy
 PT0842;SPC SD S     -   245,162.1     506,243.9     MT  (+/- 3 meters HH1 GPS) 
 PT0842
 PT0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0034534263(NAD 83)
 PT0842
 PT0842                          SUPERSEDED SURVEY CONTROL
 PT0842
 PT0842  NGVD 29 (??/??/92)  611.531  (m)         2006.33   (f) ADJ UNCH    1 2
 PT0842
 PT0842.Superseded values are not recommended for survey control.
 PT0842
 PT0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0842.See file dsdata.pdf to determine how the superseded data were derived.
 PT0842
 PT0842_MARKER: DB = BENCH MARK DISK
 PT0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0842_STAMPING: L 21 1933
 PT0842_MARK LOGO: CGS
 PT0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0842+STABILITY: SURFACE MOTION
 PT0842
 PT0842  HISTORY     - Date     Condition        Report By
 PT0842  HISTORY     - 1933     MONUMENTED       CGS
 PT0842  HISTORY     - 1934     GOOD             CGS
 PT0842
 PT0842                          STATION DESCRIPTION
 PT0842
 PT0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0842'7.4 MI S FROM CHERRY CREEK.
 PT0842'IN HAAKON COUNTY, ABOUT 7.4 MILES SOUTH ALONG THE MILESVILLE
 PT0842'ROAD FROM CHERRY CREEK, ZIEBACH COUNTY, ABOUT 0.3 MILE NORTH OF
 PT0842'A CREEK, ABOUT 600 FEET NORTH OF A FARMHOUSE, ON THE EAST SLOPE
 PT0842'OF A SMALL KNOLL, AND 74 FEET NORTH OF THE CENTER LINE OF THE
 PT0842'ROAD.  A STANDARD DISK, STAMPED L 21 1933 AND SET IN THE TOP
 PT0842'OF A CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND, ALSO
 PT0842'13.6 MILES NORTH OF MILESVILLE.
 PT0842
 PT0842                          STATION RECOVERY (1934)
 PT0842
 PT0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0367 ***********************************************************************
 OS0367  DESIGNATION -  L 22
 OS0367  PID         -  OS0367
 OS0367  STATE/COUNTY-  SD/JACKSON
 OS0367  COUNTRY     -  US
 OS0367  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0367
 OS0367                         *CURRENT SURVEY CONTROL
 OS0367  ______________________________________________________________________
 OS0367* NAD 83(1986) POSITION- 43 59 10.     (N) 101 39 40.     (W)   SCALED
 OS0367* NAVD 88 ORTHO HEIGHT -   739.588 (meters)     2426.47  (feet) ADJUSTED
 OS0367  ______________________________________________________________________
 OS0367  GEOID HEIGHT    -        -21.112 (meters)                     GEOID18
 OS0367  DYNAMIC HEIGHT  -        739.365 (meters)     2425.73  (feet) COMP
 OS0367  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 OS0367
 OS0367  VERT ORDER      -  FIRST     CLASS II
 OS0367
 OS0367.The horizontal coordinates were scaled from a map and have
 OS0367.an estimated accuracy of +/- 6 seconds.
 OS0367
 OS0367.The orthometric height was determined by differential leveling and
 OS0367.adjusted by the NATIONAL GEODETIC SURVEY
 OS0367.in June 1991.
 OS0367
 OS0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0367.GEOID18 height accuracy estimate available here.
 OS0367
 OS0367.Click photographs - Photos may exist for this station.
 OS0367
 OS0367.The dynamic height is computed by dividing the NAVD 88
 OS0367.geopotential number by the normal gravity value computed on the
 OS0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0367.degrees latitude (g = 980.6199 gals.).
 OS0367
 OS0367.The modeled gravity was interpolated from observed gravity values.
 OS0367
 OS0367;                    North         East    Units  Estimated Accuracy
 OS0367;SPC SD S     -   184,460.      493,490.      MT  (+/- 180 meters Scaled)
 OS0367
 OS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP865737(NAD 83)
 OS0367
 OS0367                          SUPERSEDED SURVEY CONTROL
 OS0367
 OS0367  NGVD 29 (??/??/92)  739.134  (m)         2424.98   (f) ADJ UNCH    1 2
 OS0367
 OS0367.Superseded values are not recommended for survey control.
 OS0367
 OS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0367.See file dsdata.pdf to determine how the superseded data were derived.
 OS0367
 OS0367_MARKER: DB = BENCH MARK DISK
 OS0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0367_STAMPING: L 22 1933
 OS0367_MARK LOGO: CGS
 OS0367_PROJECTION: PROJECTING 25 CENTIMETERS
 OS0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0367+STABILITY: SURFACE MOTION
 OS0367
 OS0367  HISTORY     - Date     Condition        Report By
 OS0367  HISTORY     - 1933     MONUMENTED       CGS
 OS0367  HISTORY     - 1962     GOOD             CGS
 OS0367
 OS0367                          STATION DESCRIPTION
 OS0367
 OS0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0367'4.1 MI S FROM PHILIP.
 OS0367'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0367'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 2.1 MILES
 OS0367'SOUTH ALONG THE ABANDONED HIGHWAY 73 ROAD BED, ON THE CREST OF
 OS0367'A HILL, 60 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12
 OS0367'FEET NORTHWEST OF A FENCE, 12.3 FEET NORTHWEST OF A METAL WITNESS
 OS0367'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OS0367'POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0605 ***********************************************************************
 OS0605  DESIGNATION -  L 23
 OS0605  PID         -  OS0605
 OS0605  STATE/COUNTY-  SD/JACKSON
 OS0605  COUNTRY     -  US
 OS0605  USGS QUAD   -  WANBLEE NE (2017)
 OS0605
 OS0605                         *CURRENT SURVEY CONTROL
 OS0605  ______________________________________________________________________
 OS0605* NAD 83(1986) POSITION- 43 39 23.60   (N) 101 30 44.18   (W)   HD_HELD1
 OS0605* NAVD 88 ORTHO HEIGHT -   724.444 (meters)     2376.78  (feet) ADJUSTED
 OS0605  ______________________________________________________________________
 OS0605  GEOID HEIGHT    -        -21.403 (meters)                     GEOID18
 OS0605  DYNAMIC HEIGHT  -        724.198 (meters)     2375.97  (feet) COMP
 OS0605  MODELED GRAVITY -    980,256.1   (mgal)                       NAVD 88
 OS0605
 OS0605  VERT ORDER      -  SECOND    CLASS 0
 OS0605
 OS0605.The horizontal coordinates were determined by differentially corrected
 OS0605.hand held GPS observations or other comparable positioning techniques
 OS0605.and have an estimated accuracy of +/- 3 meters.
 OS0605
 OS0605.The orthometric height was determined by differential leveling and
 OS0605.adjusted by the NATIONAL GEODETIC SURVEY
 OS0605.in June 1991.
 OS0605
 OS0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0605.GEOID18 height accuracy estimate available here.
 OS0605
 OS0605.Click photographs - Photos may exist for this station.
 OS0605
 OS0605.The dynamic height is computed by dividing the NAVD 88
 OS0605.geopotential number by the normal gravity value computed on the
 OS0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0605.degrees latitude (g = 980.6199 gals.).
 OS0605
 OS0605.The modeled gravity was interpolated from observed gravity values.
 OS0605
 OS0605;                    North         East    Units  Estimated Accuracy
 OS0605;SPC SD S     -   147,673.3     504,910.1     MT  (+/- 3 meters HH1 GPS) 
 OS0605
 OS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9741936795(NAD 83)
 OS0605
 OS0605                          SUPERSEDED SURVEY CONTROL
 OS0605
 OS0605  NGVD 29 (??/??/92)  723.998  (m)         2375.32   (f) ADJ UNCH    2 0
 OS0605
 OS0605.Superseded values are not recommended for survey control.
 OS0605
 OS0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0605.See file dsdata.pdf to determine how the superseded data were derived.
 OS0605
 OS0605_MARKER: DB = BENCH MARK DISK
 OS0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0605_STAMPING: L 23 1934
 OS0605_MARK LOGO: CGS
 OS0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0605+STABILITY: SURFACE MOTION
 OS0605
 OS0605  HISTORY     - Date     Condition        Report By
 OS0605  HISTORY     - 1934     MONUMENTED       CGS
 OS0605  HISTORY     - 1938     GOOD             CGS
 OS0605
 OS0605                          STATION DESCRIPTION
 OS0605
 OS0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0605'14.5 MI S FROM KADOKA.
 OS0605'IN WASHABAUGH COUNTY, 14.5 MILES SOUTH ALONG STATE HIGHWAY 73
 OS0605'FROM KADOKA, JACKSON COUNTY, 0.5 MILE SOUTHEAST OF THE FOOT OF
 OS0605'A LONG SLOPE, ON THE OUTSIDE OF A LONG CURVE, 145 FEET SOUTHWEST
 OS0605'OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTHEAST OF A
 OS0605'FENCE CORNER.  A STANDARD DISK, STAMPED L 23 1934 AND SET IN THE
 OS0605'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1434 ***********************************************************************
 PU1434  DESIGNATION -  L 24
 PU1434  PID         -  PU1434
 PU1434  STATE/COUNTY-  SD/MEADE
 PU1434  COUNTRY     -  US
 PU1434  USGS QUAD   -  TILFORD (2017)
 PU1434
 PU1434                         *CURRENT SURVEY CONTROL
 PU1434  ______________________________________________________________________
 PU1434* NAD 83(1986) POSITION- 44 20 40.     (N) 103 26 58.     (W)   SCALED
 PU1434* NAVD 88 ORTHO HEIGHT -  1111.141 (meters)     3645.47  (feet) ADJUSTED
 PU1434  ______________________________________________________________________
 PU1434  GEOID HEIGHT    -        -15.237 (meters)                     GEOID18
 PU1434  DYNAMIC HEIGHT  -       1110.774 (meters)     3644.26  (feet) COMP
 PU1434  MODELED GRAVITY -    980,248.8   (mgal)                       NAVD 88
 PU1434
 PU1434  VERT ORDER      -  FIRST     CLASS II
 PU1434
 PU1434.The horizontal coordinates were scaled from a map and have
 PU1434.an estimated accuracy of +/- 6 seconds.
 PU1434
 PU1434.The orthometric height was determined by differential leveling and
 PU1434.adjusted by the NATIONAL GEODETIC SURVEY
 PU1434.in June 1991.
 PU1434
 PU1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1434.GEOID18 height accuracy estimate available here.
 PU1434
 PU1434.Click photographs - Photos may exist for this station.
 PU1434
 PU1434.The dynamic height is computed by dividing the NAVD 88
 PU1434.geopotential number by the normal gravity value computed on the
 PU1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1434.degrees latitude (g = 980.6199 gals.).
 PU1434
 PU1434.The modeled gravity was interpolated from observed gravity values.
 PU1434
 PU1434;                    North         East    Units  Estimated Accuracy
 PU1434;SPC SD N     -    62,660.      325,020.      MT  (+/- 180 meters Scaled)
 PU1434
 PU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK235112(NAD 83)
 PU1434
 PU1434                          SUPERSEDED SURVEY CONTROL
 PU1434
 PU1434  NGVD 29 (??/??/92) 1110.631  (m)         3643.80   (f) ADJ UNCH    1 2
 PU1434
 PU1434.Superseded values are not recommended for survey control.
 PU1434
 PU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1434.See file dsdata.pdf to determine how the superseded data were derived.
 PU1434
 PU1434_MARKER: DD = SURVEY DISK
 PU1434_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1434_STAMPING: L 24 1934
 PU1434_MARK LOGO: CGS+SS
 PU1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1434
 PU1434  HISTORY     - Date     Condition        Report By
 PU1434  HISTORY     - 1934     MONUMENTED       SDGS
 PU1434  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1434  HISTORY     - 20120802 MARK NOT FOUND   INDIV
 PU1434
 PU1434                          STATION DESCRIPTION
 PU1434
 PU1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1434'3.1 MI NW FROM TILFORD.
 PU1434'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1434'FROM TILFORD, MEADE COUNTY, 130 FEET NORTH OF MILEPOST H 122,
 PU1434'57 FEET NORTH OF A ROAD CROSSING, AND 47 FEET EAST OF THE
 PU1434'CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 PU1434'L 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PU1434
 PU1434                          STATION RECOVERY (2012)
 PU1434
 PU1434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1782 ***********************************************************************
 PU1782  DESIGNATION -  L 25
 PU1782  PID         -  PU1782
 PU1782  STATE/COUNTY-  SD/BUTTE
 PU1782  COUNTRY     -  US
 PU1782  USGS QUAD   -  MUD BUTTES (2017)
 PU1782
 PU1782                         *CURRENT SURVEY CONTROL
 PU1782  ______________________________________________________________________
 PU1782* NAD 83(1986) POSITION- 44 51 10.     (N) 103 49 18.     (W)   SCALED
 PU1782* NAVD 88 ORTHO HEIGHT -   925.110 (meters)     3035.13  (feet) ADJUSTED
 PU1782  ______________________________________________________________________
 PU1782  GEOID HEIGHT    -        -15.749 (meters)                     GEOID18
 PU1782  DYNAMIC HEIGHT  -        924.865 (meters)     3034.33  (feet) COMP
 PU1782  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 PU1782
 PU1782  VERT ORDER      -  FIRST     CLASS II
 PU1782
 PU1782.The horizontal coordinates were scaled from a map and have
 PU1782.an estimated accuracy of +/- 6 seconds.
 PU1782
 PU1782.The orthometric height was determined by differential leveling and
 PU1782.adjusted by the NATIONAL GEODETIC SURVEY
 PU1782.in April 2000.
 PU1782
 PU1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1782.GEOID18 height accuracy estimate available here.
 PU1782
 PU1782.Click photographs - Photos may exist for this station.
 PU1782
 PU1782.The dynamic height is computed by dividing the NAVD 88
 PU1782.geopotential number by the normal gravity value computed on the
 PU1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1782.degrees latitude (g = 980.6199 gals.).
 PU1782
 PU1782.The modeled gravity was interpolated from observed gravity values.
 PU1782
 PU1782;                    North         East    Units  Estimated Accuracy
 PU1782;SPC SD N     -   120,410.      298,030.      MT  (+/- 180 meters Scaled)
 PU1782
 PU1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK931672(NAD 83)
 PU1782
 PU1782                          SUPERSEDED SURVEY CONTROL
 PU1782
 PU1782  NAVD 88 (06/15/91)  925.023  (m)         3034.85   (f) SUPERSEDED  1 2
 PU1782  NGVD 29 (??/??/92)  924.537  (m)         3033.25   (f) ADJ UNCH    1 2
 PU1782
 PU1782.Superseded values are not recommended for survey control.
 PU1782
 PU1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1782.See file dsdata.pdf to determine how the superseded data were derived.
 PU1782
 PU1782_MARKER: DB = BENCH MARK DISK
 PU1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1782_STAMPING: L 25 1934
 PU1782_MARK LOGO: CGS
 PU1782_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1782+STABILITY: SURFACE MOTION
 PU1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1782+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2018
 PU1782
 PU1782  HISTORY     - Date     Condition        Report By
 PU1782  HISTORY     - 1934     MONUMENTED       CGS
 PU1782  HISTORY     - 1965     GOOD             CGS
 PU1782  HISTORY     - 19980920 GOOD             NGS
 PU1782  HISTORY     - 20180424 GOOD             SDDT
 PU1782
 PU1782                          STATION DESCRIPTION
 PU1782
 PU1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PU1782'12.9 MI N FROM BELLE FOURCHE.
 PU1782'ABOUT 12.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM BELLE FOURCHE,
 PU1782'BUTTE COUNTY, 86 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 14
 PU1782'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND A METAL WITNESS
 PU1782'POST, 238 FEET NORTHEAST OF THE NORTHWEST END OF A 48-INCH
 PU1782'CORRUGATED METAL CULVERT.  A STANDARD DISK, STAMPED L 25 1934 AND
 PU1782'SET IN THE TOP OF A CONCRETE POST ABOUT 6 FEET BELOW THE LEVEL
 PU1782'OF THE ROAD.
 PU1782
 PU1782                          STATION RECOVERY (1998)
 PU1782
 PU1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1782'19.8 KM (12.30 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1782'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 51.5 M (169.0 FT) SOUTHWEST OF
 PU1782'MILEPOST 69, 26.2 M (86.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.2
 PU1782'M (13.8 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 1.5 M (4.9 FT)
 PU1782'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 PU1782'POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1782'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 PU1782
 PU1782                          STATION RECOVERY (2018)
 PU1782
 PU1782'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU1782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0308 ***********************************************************************
 QT0308  DESIGNATION -  L 26
 QT0308  PID         -  QT0308
 QT0308  STATE/COUNTY-  SD/HARDING
 QT0308  COUNTRY     -  US
 QT0308  USGS QUAD   -  REDIG NE (2017)
 QT0308
 QT0308                         *CURRENT SURVEY CONTROL
 QT0308  ______________________________________________________________________
 QT0308* NAD 83(1986) POSITION- 45 26 47.     (N) 103 32 42.     (W)   SCALED
 QT0308* NAVD 88 ORTHO HEIGHT -   918.254 (meters)     3012.64  (feet) ADJUSTED
 QT0308  ______________________________________________________________________
 QT0308  GEOID HEIGHT    -        -16.087 (meters)                     GEOID18
 QT0308  DYNAMIC HEIGHT  -        918.083 (meters)     3012.08  (feet) COMP
 QT0308  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 QT0308
 QT0308  VERT ORDER      -  FIRST     CLASS II
 QT0308
 QT0308.The horizontal coordinates were scaled from a map and have
 QT0308.an estimated accuracy of +/- 6 seconds.
 QT0308
 QT0308.The orthometric height was determined by differential leveling and
 QT0308.adjusted by the NATIONAL GEODETIC SURVEY
 QT0308.in June 1991.
 QT0308
 QT0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0308.GEOID18 height accuracy estimate available here.
 QT0308
 QT0308.Click photographs - Photos may exist for this station.
 QT0308
 QT0308.The dynamic height is computed by dividing the NAVD 88
 QT0308.geopotential number by the normal gravity value computed on the
 QT0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0308.degrees latitude (g = 980.6199 gals.).
 QT0308
 QT0308.The modeled gravity was interpolated from observed gravity values.
 QT0308
 QT0308;                    North         East    Units  Estimated Accuracy
 QT0308;SPC SD N     -   185,320.      322,770.      MT  (+/- 180 meters Scaled)
 QT0308
 QT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137335(NAD 83)
 QT0308
 QT0308                          SUPERSEDED SURVEY CONTROL
 QT0308
 QT0308  NGVD 29 (??/??/92)  917.760  (m)         3011.02   (f) ADJ UNCH    1 2
 QT0308
 QT0308.Superseded values are not recommended for survey control.
 QT0308
 QT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0308.See file dsdata.pdf to determine how the superseded data were derived.
 QT0308
 QT0308_MARKER: DB = BENCH MARK DISK
 QT0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0308_STAMPING: L 26 1934
 QT0308_MARK LOGO: CGS
 QT0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0308+STABILITY: SURFACE MOTION
 QT0308
 QT0308  HISTORY     - Date     Condition        Report By
 QT0308  HISTORY     - 1934     MONUMENTED       CGS
 QT0308
 QT0308                          STATION DESCRIPTION
 QT0308
 QT0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0308'9.1 MI S FROM BUFFALO.
 QT0308'9.1 MILES S OF AND ALONG U.S. HWY 85 62 FT E OF CENTER OF HIGHWAY,
 QT0308'12 FT E OF R/W FENCE, 75 YARDS SE OF SMALL IRON CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0309 ***********************************************************************
 QT0309  DESIGNATION -  L 26 RESET
 QT0309  PID         -  QT0309
 QT0309  STATE/COUNTY-  SD/HARDING
 QT0309  COUNTRY     -  US
 QT0309  USGS QUAD   -  REDIG NE (2017)
 QT0309
 QT0309                         *CURRENT SURVEY CONTROL
 QT0309  ______________________________________________________________________
 QT0309* NAD 83(1986) POSITION- 45 26 48.     (N) 103 32 43.     (W)   SCALED
 QT0309* NAVD 88 ORTHO HEIGHT -   918.311 (meters)     3012.83  (feet) ADJUSTED
 QT0309  ______________________________________________________________________
 QT0309  GEOID HEIGHT    -        -16.086 (meters)                     GEOID18
 QT0309  DYNAMIC HEIGHT  -        918.141 (meters)     3012.27  (feet) COMP
 QT0309  MODELED GRAVITY -    980,399.4   (mgal)                       NAVD 88
 QT0309
 QT0309  VERT ORDER      -  FIRST     CLASS II
 QT0309
 QT0309.The horizontal coordinates were scaled from a map and have
 QT0309.an estimated accuracy of +/- 6 seconds.
 QT0309
 QT0309.The orthometric height was determined by differential leveling and
 QT0309.adjusted by the NATIONAL GEODETIC SURVEY
 QT0309.in April 2000.
 QT0309
 QT0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0309.GEOID18 height accuracy estimate available here.
 QT0309
 QT0309.Click photographs - Photos may exist for this station.
 QT0309
 QT0309.The dynamic height is computed by dividing the NAVD 88
 QT0309.geopotential number by the normal gravity value computed on the
 QT0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0309.degrees latitude (g = 980.6199 gals.).
 QT0309
 QT0309.The modeled gravity was interpolated from observed gravity values.
 QT0309
 QT0309;                    North         East    Units  Estimated Accuracy
 QT0309;SPC SD N     -   185,350.      322,750.      MT  (+/- 180 meters Scaled)
 QT0309
 QT0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL137336(NAD 83)
 QT0309
 QT0309                          SUPERSEDED SURVEY CONTROL
 QT0309
 QT0309  NAVD 88 (04/17/07)  918.296  (m)         3012.78   (f) SUPERSEDED  3 0
 QT0309
 QT0309.Superseded values are not recommended for survey control.
 QT0309
 QT0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0309.See file dsdata.pdf to determine how the superseded data were derived.
 QT0309
 QT0309_MARKER: DB = BENCH MARK DISK
 QT0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0309_STAMPING: L 26 RESET 1963
 QT0309_MARK LOGO: CGS
 QT0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0309+STABILITY: SURFACE MOTION
 QT0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0309+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0309
 QT0309  HISTORY     - Date     Condition        Report By
 QT0309  HISTORY     - 1963     MONUMENTED       CGS
 QT0309  HISTORY     - 19980928 GOOD             NGS
 QT0309
 QT0309                          STATION DESCRIPTION
 QT0309
 QT0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0309'9.1 MI S FROM BUFFALO.
 QT0309'ABOUT 9.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0309'COUNTY, ABOUT 75 YARDS SOUTH OF A CREEK, 104 FEET EAST OF THE
 QT0309'CENTERLINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF A STEEL POST, AND
 QT0309'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 QT0309'GROUND.
 QT0309
 QT0309                          STATION RECOVERY (1998)
 QT0309
 QT0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0309'15.0 KM (9.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0309'STATE HIGHWAY 20 IN BUFFALO, 57.2 M (187.7 FT) SOUTHEAST OF MILEPOST
 QT0309'117, 31.7 M (104.0 FT) EAST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT)
 QT0309'EAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 QT0309'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0309'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEET FOWLER, HC
 QT0309'64, BOX 62, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0261 ***********************************************************************
 QR0261  DESIGNATION -  L 27
 QR0261  PID         -  QR0261
 QR0261  STATE/COUNTY-  SD/WALWORTH
 QR0261  COUNTRY     -  US
 QR0261  USGS QUAD   -  BOWDLE (2017)
 QR0261
 QR0261                         *CURRENT SURVEY CONTROL
 QR0261  ______________________________________________________________________
 QR0261* NAD 83(1986) POSITION- 45 27 27.     (N) 099 44 09.     (W)   SCALED
 QR0261* NAVD 88 ORTHO HEIGHT -   601.255 (meters)     1972.62  (feet) ADJUSTED
 QR0261  ______________________________________________________________________
 QR0261  GEOID HEIGHT    -        -22.646 (meters)                     GEOID18
 QR0261  DYNAMIC HEIGHT  -        601.186 (meters)     1972.39  (feet) COMP
 QR0261  MODELED GRAVITY -    980,482.3   (mgal)                       NAVD 88
 QR0261
 QR0261  VERT ORDER      -  FIRST     CLASS II
 QR0261
 QR0261.The horizontal coordinates were scaled from a map and have
 QR0261.an estimated accuracy of +/- 6 seconds.
 QR0261
 QR0261.The orthometric height was determined by differential leveling and
 QR0261.adjusted by the NATIONAL GEODETIC SURVEY
 QR0261.in June 1991.
 QR0261
 QR0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0261.GEOID18 height accuracy estimate available here.
 QR0261
 QR0261.Click photographs - Photos may exist for this station.
 QR0261
 QR0261.The dynamic height is computed by dividing the NAVD 88
 QR0261.geopotential number by the normal gravity value computed on the
 QR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0261.degrees latitude (g = 980.6199 gals.).
 QR0261
 QR0261.The modeled gravity was interpolated from observed gravity values.
 QR0261
 QR0261;                    North         East    Units  Estimated Accuracy
 QR0261;SPC SD N     -   180,520.      620,660.      MT  (+/- 180 meters Scaled)
 QR0261
 QR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR424340(NAD 83)
 QR0261
 QR0261                          SUPERSEDED SURVEY CONTROL
 QR0261
 QR0261  NGVD 29 (??/??/92)  600.864  (m)         1971.33   (f) ADJ UNCH    1 2
 QR0261
 QR0261.Superseded values are not recommended for survey control.
 QR0261
 QR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0261.See file dsdata.pdf to determine how the superseded data were derived.
 QR0261
 QR0261_MARKER: DB = BENCH MARK DISK
 QR0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0261_STAMPING: L 27 1934
 QR0261_MARK LOGO: CGS
 QR0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0261+STABILITY: SURFACE MOTION
 QR0261
 QR0261  HISTORY     - Date     Condition        Report By
 QR0261  HISTORY     - 1934     MONUMENTED       CGS
 QR0261
 QR0261                          STATION DESCRIPTION
 QR0261
 QR0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0261'4 MI W FROM BOWDLE.
 QR0261'IN WALWORTH COUNTY, ABOUT 4.0 MILES WEST ALONG THE CHICAGO,
 QR0261'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM BOWDLE, EDMUNDS
 QR0261'COUNTY, 9 FEET NORTH OF MILEPOST 61, ABOUT 50 FEET SOUTH OF THE
 QR0261'CENTER LINE OF THE TRACK, AND 6 FEET NORTH OF THE RIGHT-OF-WAY
 QR0261'FENCE.  A STANDARD DISK, STAMPED L 27 1934 AND SET IN THE TOP
 QR0261'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0113 ***********************************************************************
 QS0113  DESIGNATION -  L 28
 QS0113  PID         -  QS0113
 QS0113  STATE/COUNTY-  SD/CORSON
 QS0113  COUNTRY     -  US
 QS0113  USGS QUAD   -  MOBRIDGE (2017)
 QS0113
 QS0113                         *CURRENT SURVEY CONTROL
 QS0113  ______________________________________________________________________
 QS0113* NAD 83(1986) POSITION- 45 34 44.13   (N) 100 27 58.27   (W)   HD_HELD1
 QS0113* NAVD 88 ORTHO HEIGHT -   482.990 (meters)     1584.61  (feet) ADJUSTED
 QS0113  ______________________________________________________________________
 QS0113  GEOID HEIGHT    -        -21.769 (meters)                     GEOID18
 QS0113  DYNAMIC HEIGHT  -        482.951 (meters)     1584.48  (feet) COMP
 QS0113  MODELED GRAVITY -    980,520.5   (mgal)                       NAVD 88
 QS0113
 QS0113  VERT ORDER      -  FIRST     CLASS II
 QS0113
 QS0113.The horizontal coordinates were determined by differentially corrected
 QS0113.hand held GPS observations or other comparable positioning techniques
 QS0113.and have an estimated accuracy of +/- 3 meters.
 QS0113
 QS0113.The orthometric height was determined by differential leveling and
 QS0113.adjusted by the NATIONAL GEODETIC SURVEY
 QS0113.in June 1991.
 QS0113
 QS0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0113.GEOID18 height accuracy estimate available here.
 QS0113
 QS0113.Click photographs - Photos may exist for this station.
 QS0113
 QS0113.The dynamic height is computed by dividing the NAVD 88
 QS0113.geopotential number by the normal gravity value computed on the
 QS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0113.degrees latitude (g = 980.6199 gals.).
 QS0113
 QS0113.The modeled gravity was interpolated from observed gravity values.
 QS0113
 QS0113;                    North         East    Units  Estimated Accuracy
 QS0113;SPC SD N     -   194,084.6     563,615.6     MT  (+/- 3 meters HH1 GPS) 
 QS0113
 QS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8561148310(NAD 83)
 QS0113
 QS0113                          SUPERSEDED SURVEY CONTROL
 QS0113
 QS0113  NGVD 29 (??/??/92)  482.618  (m)         1583.39   (f) ADJ UNCH    1 2
 QS0113
 QS0113.Superseded values are not recommended for survey control.
 QS0113
 QS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0113.See file dsdata.pdf to determine how the superseded data were derived.
 QS0113
 QS0113_MARKER: DB = BENCH MARK DISK
 QS0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0113_STAMPING: L 28 1934
 QS0113_MARK LOGO: CGS
 QS0113_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0113+STABILITY: SURFACE MOTION
 QS0113
 QS0113  HISTORY     - Date     Condition        Report By
 QS0113  HISTORY     - 1934     MONUMENTED       CGS
 QS0113  HISTORY     - 1949     GOOD             CGS
 QS0113  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0113
 QS0113                          STATION DESCRIPTION
 QS0113
 QS0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0113'AT MOREAU JUNCTION.
 QS0113'4 POLES NORTH OF THE JUNCTION OF AND SET BETWEEN THE BRANCH LINE
 QS0113'AND MAIN LINE, 104 FEET WEST OF THE WEST RAIL OF THE MAIN LINE,
 QS0113'61 FEET NORTHWEST OF MILEPOST 809, 87 FEET NORTH OF A FENCE
 QS0113'CORNER, 3.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF
 QS0113'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0113'0.4 FOOT ABOVE THE GROUND.  NOTE-- THE RAILROAD HAS BEEN MOVED
 QS0113'FROM ITS ORIGINAL POSITION AND MOREAU JUNCTION NO LONGER EXISTS.
 QS0113'BM IS COVERED BY WATER OF THE OAHE RESERVOIR.
 QS0113
 QS0113                          STATION RECOVERY (1964)
 QS0113
 QS0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0008 ***********************************************************************
 QT0008  DESIGNATION -  L 29
 QT0008  PID         -  QT0008
 QT0008  STATE/COUNTY-  SD/PERKINS
 QT0008  COUNTRY     -  US
 QT0008  USGS QUAD   -  BISON (2017)
 QT0008
 QT0008                         *CURRENT SURVEY CONTROL
 QT0008  ______________________________________________________________________
 QT0008* NAD 83(1986) POSITION- 45 31 19.     (N) 102 27 45.     (W)   SCALED
 QT0008* NAVD 88 ORTHO HEIGHT -   848.843 (meters)     2784.91  (feet) ADJUSTED
 QT0008  ______________________________________________________________________
 QT0008  GEOID HEIGHT    -        -18.166 (meters)                     GEOID18
 QT0008  DYNAMIC HEIGHT  -        848.705 (meters)     2784.46  (feet) COMP
 QT0008  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 QT0008
 QT0008  VERT ORDER      -  FIRST     CLASS II
 QT0008
 QT0008.The horizontal coordinates were scaled from a map and have
 QT0008.an estimated accuracy of +/- 6 seconds.
 QT0008
 QT0008.The orthometric height was determined by differential leveling and
 QT0008.adjusted by the NATIONAL GEODETIC SURVEY
 QT0008.in April 2000.
 QT0008
 QT0008.No vertical observational check was made to the station.
 QT0008
 QT0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0008.GEOID18 height accuracy estimate available here.
 QT0008
 QT0008.Click photographs - Photos may exist for this station.
 QT0008
 QT0008.The dynamic height is computed by dividing the NAVD 88
 QT0008.geopotential number by the normal gravity value computed on the
 QT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0008.degrees latitude (g = 980.6199 gals.).
 QT0008
 QT0008.The modeled gravity was interpolated from observed gravity values.
 QT0008
 QT0008;                    North         East    Units  Estimated Accuracy
 QT0008;SPC SD N     -   190,570.      407,650.      MT  (+/- 180 meters Scaled)
 QT0008
 QT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL981440(NAD 83)
 QT0008
 QT0008                          SUPERSEDED SURVEY CONTROL
 QT0008
 QT0008  NAVD 88 (06/15/91)  848.904  (m)         2785.11   (f) SUPERSEDED  1 2
 QT0008  NGVD 29 (??/??/92)  848.448  (m)         2783.62   (f) ADJ UNCH    1 2
 QT0008
 QT0008.Superseded values are not recommended for survey control.
 QT0008
 QT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0008.See file dsdata.pdf to determine how the superseded data were derived.
 QT0008
 QT0008_MARKER: DB = BENCH MARK DISK
 QT0008_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QT0008_SP_SET: BUILDING
 QT0008_STAMPING: L 29 1934
 QT0008_MARK LOGO: CGS
 QT0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0008+STABILITY: SURFACE MOTION
 QT0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QT0008+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0008
 QT0008  HISTORY     - Date     Condition        Report By
 QT0008  HISTORY     - 1934     MONUMENTED       CGS
 QT0008  HISTORY     - 19990527 GOOD             NGS
 QT0008
 QT0008                          STATION DESCRIPTION
 QT0008
 QT0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0008'IN BISON.
 QT0008'AT BISON, PERKINS COUNTY, 2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 QT0008'COUNTY JAIL, IN THE CONCRETE WALL, 15 FEET WEST OF THE CENTER LINE
 QT0008'OF THE DOORWAY, AND ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK,
 QT0008'STAMPED L 29 1934 AND SET VERTICALLY.
 QT0008
 QT0008                          STATION RECOVERY (1999)
 QT0008
 QT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0008'IN BISON, AT THE INTERSECTION OF MAIN AND A STREETS, SET VERTICALLY IN
 QT0008'THE SOUTH FACE OF A VACANT BUILDING (OLD JAIL), 50.0 M (164.0 FT)
 QT0008'NORTH OF THE CENTERLINE OF MAIN STREET, 32.5 M (106.6 FT) WEST OF THE
 QT0008'CENTER OF A STREET, 22.6 M (74.1 FT) EAST OF THE SOUTHEAST CORNER OF
 QT0008'THE COURTHOUSE, 0.4 M (1.3 FT) EAST OF THE SOUTHWEST CORNER OF THE
 QT0008'BUILDING, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 QT0008'MONUMENT IS ON COUNTY PROPERTY.  THE BUILDING SHOWS SIGNS OF MOVEMENT,
 QT0008'USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0192 ***********************************************************************
 QR0192  DESIGNATION -  L 294
 QR0192  PID         -  QR0192
 QR0192  STATE/COUNTY-  SD/MCPHERSON
 QR0192  COUNTRY     -  US
 QR0192  USGS QUAD   -  PLAINVIEW COLONY NW (2017)
 QR0192
 QR0192                         *CURRENT SURVEY CONTROL
 QR0192  ______________________________________________________________________
 QR0192* NAD 83(1986) POSITION- 45 43 20.     (N) 099 13 00.     (W)   SCALED
 QR0192* NAVD 88 ORTHO HEIGHT -   585.617 (meters)     1921.31  (feet) ADJUSTED
 QR0192  ______________________________________________________________________
 QR0192  GEOID HEIGHT    -        -23.237 (meters)                     GEOID18
 QR0192  DYNAMIC HEIGHT  -        585.567 (meters)     1921.15  (feet) COMP
 QR0192  MODELED GRAVITY -    980,510.3   (mgal)                       NAVD 88
 QR0192
 QR0192  VERT ORDER      -  SECOND    CLASS 0
 QR0192
 QR0192.The horizontal coordinates were scaled from a map and have
 QR0192.an estimated accuracy of +/- 6 seconds.
 QR0192
 QR0192.The orthometric height was determined by differential leveling and
 QR0192.adjusted by the NATIONAL GEODETIC SURVEY
 QR0192.in June 1991.
 QR0192
 QR0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0192.GEOID18 height accuracy estimate available here.
 QR0192
 QR0192.Click photographs - Photos may exist for this station.
 QR0192
 QR0192.The dynamic height is computed by dividing the NAVD 88
 QR0192.geopotential number by the normal gravity value computed on the
 QR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0192.degrees latitude (g = 980.6199 gals.).
 QR0192
 QR0192.The modeled gravity was interpolated from observed gravity values.
 QR0192
 QR0192;                    North         East    Units  Estimated Accuracy
 QR0192;SPC SD N     -   210,200.      660,980.      MT  (+/- 180 meters Scaled)
 QR0192
 QR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR831632(NAD 83)
 QR0192
 QR0192                          SUPERSEDED SURVEY CONTROL
 QR0192
 QR0192  NGVD 29 (??/??/92)  585.229  (m)         1920.04   (f) ADJ UNCH    2 0
 QR0192
 QR0192.Superseded values are not recommended for survey control.
 QR0192
 QR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0192.See file dsdata.pdf to determine how the superseded data were derived.
 QR0192
 QR0192_MARKER: DB = BENCH MARK DISK
 QR0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0192_SP_SET: CULVERT HEADWALL
 QR0192_STAMPING: L 294 1940
 QR0192_MARK LOGO: CGS
 QR0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0192+STABILITY: SURFACE MOTION
 QR0192
 QR0192  HISTORY     - Date     Condition        Report By
 QR0192  HISTORY     - 1940     MONUMENTED       CGS
 QR0192
 QR0192                          STATION DESCRIPTION
 QR0192
 QR0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0192'14 MI W FROM LEOLA.
 QR0192'14.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 QR0192'AT LEOLA, MC PHERSON COUNTY, AT A CULVERT, IN THE TOP OF THE
 QR0192'WEST END OF THE NORTH CONCRETE HEAD WALL, 15.0 FEET NORTH OF
 QR0192'THE CENTER LINE OF THE HIGHWAY, AND 1.9 FEET EAST OF A WHITE
 QR0192'REFERENCE POST.  A STANDARD DISK, STAMPED L 294 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0520 ***********************************************************************
 PS0520  DESIGNATION -  L 295
 PS0520  PID         -  PS0520
 PS0520  STATE/COUNTY-  SD/HUGHES
 PS0520  COUNTRY     -  US
 PS0520  USGS QUAD   -  BLUNT (2017)
 PS0520
 PS0520                         *CURRENT SURVEY CONTROL
 PS0520  ______________________________________________________________________
 PS0520* NAD 83(1986) POSITION- 44 31 34.     (N) 099 55 36.     (W)   SCALED
 PS0520* NAVD 88 ORTHO HEIGHT -   505.513 (meters)     1658.50  (feet) ADJUSTED
 PS0520  ______________________________________________________________________
 PS0520  GEOID HEIGHT    -        -23.510 (meters)                     GEOID18
 PS0520  DYNAMIC HEIGHT  -        505.418 (meters)     1658.19  (feet) COMP
 PS0520  MODELED GRAVITY -    980,414.1   (mgal)                       NAVD 88
 PS0520
 PS0520  VERT ORDER      -  SECOND    CLASS 0
 PS0520
 PS0520.The horizontal coordinates were scaled from a map and have
 PS0520.an estimated accuracy of +/- 6 seconds.
 PS0520
 PS0520.The orthometric height was determined by differential leveling and
 PS0520.adjusted by the NATIONAL GEODETIC SURVEY
 PS0520.in June 1991.
 PS0520
 PS0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0520.GEOID18 height accuracy estimate available here.
 PS0520
 PS0520.Click photographs - Photos may exist for this station.
 PS0520
 PS0520.The dynamic height is computed by dividing the NAVD 88
 PS0520.geopotential number by the normal gravity value computed on the
 PS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0520.degrees latitude (g = 980.6199 gals.).
 PS0520
 PS0520.The modeled gravity was interpolated from observed gravity values.
 PS0520
 PS0520;                    North         East    Units  Estimated Accuracy
 PS0520;SPC SD S     -   243,690.      632,330.      MT  (+/- 180 meters Scaled)
 PS0520
 PS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ263307(NAD 83)
 PS0520
 PS0520                          SUPERSEDED SURVEY CONTROL
 PS0520
 PS0520  NGVD 29 (??/??/92)  505.161  (m)         1657.35   (f) ADJ UNCH    2 0
 PS0520
 PS0520.Superseded values are not recommended for survey control.
 PS0520
 PS0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0520.See file dsdata.pdf to determine how the superseded data were derived.
 PS0520
 PS0520_MARKER: DB = BENCH MARK DISK
 PS0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0520_STAMPING: L 295 1940
 PS0520_MARK LOGO: CGS
 PS0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0520+STABILITY: SURFACE MOTION
 PS0520
 PS0520  HISTORY     - Date     Condition        Report By
 PS0520  HISTORY     - 1940     MONUMENTED       CGS
 PS0520  HISTORY     - 1966     MARK NOT FOUND   USGS
 PS0520
 PS0520                          STATION DESCRIPTION
 PS0520
 PS0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0520'3.1 MI E FROM BLUNT.
 PS0520'3.1 MILES EAST OF THE RAILROAD STATION AT BLUNT, ALONG RAILROAD,
 PS0520'AT SECTION LINE ROAD CROSSING, 98.7 FEET NORTH OF THE NORTH
 PS0520'RAIL, 31.6 FEET WEST OF THE CENTER OF SECTION LINE ROAD, 0.4 FOOT
 PS0520'EAST OF WHITE MARKER POST, 4 INCHES ABOVE GROUND.  A STANDARD
 PS0520'DISK IN PRE CAST POST.  NOTE-- STATE HIGHWAY IS OPERATING PAVING
 PS0520'PLANT AT THIS SITE.
 PS0520
 PS0520                          STATION RECOVERY (1966)
 PS0520
 PS0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0520'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0535 ***********************************************************************
 OR0535  DESIGNATION -  L 296
 OR0535  PID         -  OR0535
 OR0535  STATE/COUNTY-  SD/GREGORY
 OR0535  COUNTRY     -  US
 OR0535  USGS QUAD   -  GREGORY (2017)
 OR0535
 OR0535                         *CURRENT SURVEY CONTROL
 OR0535  ______________________________________________________________________
 OR0535* NAD 83(1986) POSITION- 43 12 55.     (N) 099 23 45.     (W)   SCALED
 OR0535* NAVD 88 ORTHO HEIGHT -   657.177 (meters)     2156.09  (feet) ADJUSTED
 OR0535  ______________________________________________________________________
 OR0535  GEOID HEIGHT    -        -25.681 (meters)                     GEOID18
 OR0535  DYNAMIC HEIGHT  -        656.926 (meters)     2155.26  (feet) COMP
 OR0535  MODELED GRAVITY -    980,217.3   (mgal)                       NAVD 88
 OR0535
 OR0535  VERT ORDER      -  FIRST     CLASS II
 OR0535
 OR0535.The horizontal coordinates were scaled from a map and have
 OR0535.an estimated accuracy of +/- 6 seconds.
 OR0535
 OR0535.The orthometric height was determined by differential leveling and
 OR0535.adjusted by the NATIONAL GEODETIC SURVEY
 OR0535.in June 1994.
 OR0535
 OR0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0535.GEOID18 height accuracy estimate available here.
 OR0535
 OR0535.Click photographs - Photos may exist for this station.
 OR0535
 OR0535.The dynamic height is computed by dividing the NAVD 88
 OR0535.geopotential number by the normal gravity value computed on the
 OR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0535.degrees latitude (g = 980.6199 gals.).
 OR0535
 OR0535.The modeled gravity was interpolated from observed gravity values.
 OR0535
 OR0535;                    North         East    Units  Estimated Accuracy
 OR0535;SPC SD S     -    98,410.      676,170.      MT  (+/- 180 meters Scaled)
 OR0535
 OR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN678847(NAD 83)
 OR0535
 OR0535                          SUPERSEDED SURVEY CONTROL
 OR0535
 OR0535  NAVD 88 (06/15/91)  657.160  (m)         2156.03   (f) SUPERSEDED  1 2
 OR0535
 OR0535.Superseded values are not recommended for survey control.
 OR0535
 OR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0535.See file dsdata.pdf to determine how the superseded data were derived.
 OR0535
 OR0535_MARKER: DB = BENCH MARK DISK
 OR0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0535_STAMPING: L 296 1940
 OR0535_MARK LOGO: CGS
 OR0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0535+STABILITY: SURFACE MOTION
 OR0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0535+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0535
 OR0535  HISTORY     - Date     Condition        Report By
 OR0535  HISTORY     - 1940     MONUMENTED       CGS
 OR0535  HISTORY     - 1973     GOOD             NGS
 OR0535  HISTORY     - 19930919 GOOD             NGS
 OR0535  HISTORY     - 20120115 GOOD             INDIV
 OR0535
 OR0535                          STATION DESCRIPTION
 OR0535
 OR0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0535'2 MI E FROM GREGORY.
 OR0535'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0535'RAILWAY FROM THE STATION AT GREGORY, GREGORY COUNTY, AT A
 OR0535'SECTION-LINE ROAD CROSSING, 76.0 FEET WEST OF THE CENTER LINE
 OR0535'OF THE ROAD, 36.2 FEET NORTH OF THE NORTH RAIL, AND 0.3 FOOT
 OR0535'EAST OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED L
 OR0535'296 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0535'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- A METAL WITNESS POST WAS
 OR0535'SET 1.0 FOOT EAST OF THE MARK.
 OR0535
 OR0535                          STATION RECOVERY (1973)
 OR0535
 OR0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OR0535'RECOVERED IN GOOD CONDITION.
 OR0535
 OR0535                          STATION RECOVERY (1993)
 OR0535
 OR0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0535'3.4 KM (2.10 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR0535'STATE HIGHWAY 47 IN GREGORY, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST
 OR0535'280, 21.0 M (68.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 21.0 M
 OR0535'(68.9 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH,
 OR0535'3.4 M (11.2 FT) WEST OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OR0535'THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE
 OR0535'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OR0535
 OR0535                          STATION RECOVERY (2012)
 OR0535
 OR0535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0263 ***********************************************************************
 QS0263  DESIGNATION -  L 298
 QS0263  PID         -  QS0263
 QS0263  STATE/COUNTY-  SD/DEWEY
 QS0263  COUNTRY     -  US
 QS0263  USGS QUAD   -  TRAIL CITY (2017)
 QS0263
 QS0263                         *CURRENT SURVEY CONTROL
 QS0263  ______________________________________________________________________
 QS0263* NAD 83(1986) POSITION- 45 26 21.     (N) 100 39 41.     (W)   SCALED
 QS0263* NAVD 88 ORTHO HEIGHT -   585.494 (meters)     1920.91  (feet) ADJUSTED
 QS0263  ______________________________________________________________________
 QS0263  GEOID HEIGHT    -        -21.566 (meters)                     GEOID18
 QS0263  DYNAMIC HEIGHT  -        585.428 (meters)     1920.69  (feet) COMP
 QS0263  MODELED GRAVITY -    980,483.1   (mgal)                       NAVD 88
 QS0263
 QS0263  VERT ORDER      -  SECOND    CLASS 0
 QS0263
 QS0263.The horizontal coordinates were scaled from a map and have
 QS0263.an estimated accuracy of +/- 6 seconds.
 QS0263
 QS0263.The orthometric height was determined by differential leveling and
 QS0263.adjusted by the NATIONAL GEODETIC SURVEY
 QS0263.in June 1991.
 QS0263
 QS0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0263.GEOID18 height accuracy estimate available here.
 QS0263
 QS0263.Click photographs - Photos may exist for this station.
 QS0263
 QS0263.The dynamic height is computed by dividing the NAVD 88
 QS0263.geopotential number by the normal gravity value computed on the
 QS0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0263.degrees latitude (g = 980.6199 gals.).
 QS0263
 QS0263.The modeled gravity was interpolated from observed gravity values.
 QS0263
 QS0263;                    North         East    Units  Estimated Accuracy
 QS0263;SPC SD N     -   178,660.      548,250.      MT  (+/- 180 meters Scaled)
 QS0263
 QS0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR700330(NAD 83)
 QS0263
 QS0263                          SUPERSEDED SURVEY CONTROL
 QS0263
 QS0263  NGVD 29 (??/??/92)  585.090  (m)         1919.58   (f) ADJ UNCH    2 0
 QS0263
 QS0263.Superseded values are not recommended for survey control.
 QS0263
 QS0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0263.See file dsdata.pdf to determine how the superseded data were derived.
 QS0263
 QS0263_MARKER: DB = BENCH MARK DISK
 QS0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0263_STAMPING: L 298 1940
 QS0263_MARK LOGO: CGS
 QS0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0263+STABILITY: SURFACE MOTION
 QS0263
 QS0263  HISTORY     - Date     Condition        Report By
 QS0263  HISTORY     - 1940     MONUMENTED       CGS
 QS0263
 QS0263                          STATION DESCRIPTION
 QS0263
 QS0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0263'4.2 MI SE FROM TRAIL CITY.
 QS0263'ABOUT 4.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0263'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TRAIL CITY, DEWEY
 QS0263'COUNTY, ABOUT 4 POLES SOUTHEAST OF MILEPOST 4, 50 FEET SOUTHWEST
 QS0263'OF THE CENTER LINE OF THE TRACK, 45 FEET NORTHEAST OF THE
 QS0263'RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE REFERENCE POST
 QS0263'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED L 298 1940 AND SET
 QS0263'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 QS0263'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0266 ***********************************************************************
 OR0266  DESIGNATION -  L 3 A
 OR0266  PID         -  OR0266
 OR0266  STATE/COUNTY-  SD/CHARLES MIX
 OR0266  COUNTRY     -  US
 OR0266  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0266
 OR0266                         *CURRENT SURVEY CONTROL
 OR0266  ______________________________________________________________________
 OR0266* NAD 83(1986) POSITION- 43 03 08.     (N) 098 32 22.     (W)   SCALED
 OR0266* NAVD 88 ORTHO HEIGHT -   384.618 (meters)     1261.87  (feet) ADJUSTED
 OR0266  ______________________________________________________________________
 OR0266  GEOID HEIGHT    -        -26.230 (meters)                     GEOID18
 OR0266  DYNAMIC HEIGHT  -        384.488 (meters)     1261.44  (feet) COMP
 OR0266  MODELED GRAVITY -    980,273.1   (mgal)                       NAVD 88
 OR0266
 OR0266  VERT ORDER      -  FIRST     CLASS II
 OR0266
 OR0266.The horizontal coordinates were scaled from a map and have
 OR0266.an estimated accuracy of +/- 6 seconds.
 OR0266
 OR0266.The orthometric height was determined by differential leveling and
 OR0266.adjusted by the NATIONAL GEODETIC SURVEY
 OR0266.in June 1991.
 OR0266
 OR0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0266.GEOID18 height accuracy estimate available here.
 OR0266
 OR0266.Click photographs - Photos may exist for this station.
 OR0266
 OR0266.The dynamic height is computed by dividing the NAVD 88
 OR0266.geopotential number by the normal gravity value computed on the
 OR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0266.degrees latitude (g = 980.6199 gals.).
 OR0266
 OR0266.The modeled gravity was interpolated from observed gravity values.
 OR0266
 OR0266;                    North         East    Units  Estimated Accuracy
 OR0266;SPC SD S     -    81,440.      746,130.      MT  (+/- 180 meters Scaled)
 OR0266
 OR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN375667(NAD 83)
 OR0266
 OR0266                          SUPERSEDED SURVEY CONTROL
 OR0266
 OR0266  NGVD 29 (??/??/92)  384.313  (m)         1260.87   (f) ADJ UNCH    1 2
 OR0266
 OR0266.Superseded values are not recommended for survey control.
 OR0266
 OR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0266.See file dsdata.pdf to determine how the superseded data were derived.
 OR0266
 OR0266_MARKER: DD = SURVEY DISK
 OR0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0266+STABILITY: SURFACE MOTION
 OR0266
 OR0266  HISTORY     - Date     Condition        Report By
 OR0266  HISTORY     - UNK      MONUMENTED       USACE
 OR0266  HISTORY     - 1949     GOOD             CGS
 OR0266  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0266  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0266
 OR0266                          STATION DESCRIPTION
 OR0266
 OR0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0266'AT PICKSTOWN.
 OR0266'AT PICKSTOWN, 0.9 MILE SOUTH ALONG MISSOURI DRIVE FROM THE JUNCTION
 OR0266'OF MISSOURI DRIVE WITH THE ACCESS HIGHWAY, THENCE 0.7 MILE
 OR0266'SOUTHWEST ALONG THE PUMPING STATION ACCESS ROAD, ALONG THE
 OR0266'NORTHEAST BANK OF THE RIVER, 646.0 FEET NORTHWEST ALONG THE
 OR0266'RIVER BANK FROM THE PUMPING STATION, IN LINE WITH A JETTY
 OR0266'PROJECTING SOUTH INTO THE RIVER, AT THE SOUTHEAST END OF A ROAD
 OR0266'LEADING FROM THE DAM SITE AND PAST THE EXPLOSIVE SHED, 3.5 FEET
 OR0266'EAST OF THE WEST GUARD POST, 3.3 FEET WEST OF THE EAST GUARD
 OR0266'POST, 57.0 FEET EAST OF TP STATION NO. 12, 39.5 FEET NORTH OF
 OR0266'TP STATION NO. 11.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 OR0266'POST 10.0 FEET IN DEPTH AND THE DISK BEING ABOVE LEVEL WITH THE
 OR0266'GROUND.  NOTE-- IRON PIPE FOUND NEARBY.
 OR0266
 OR0266                          STATION RECOVERY (1962)
 OR0266
 OR0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0266'MARK NOT FOUND.
 OR0266
 OR0266                          STATION RECOVERY (2013)
 OR0266
 OR0266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1160 ***********************************************************************
 PU1160  DESIGNATION -  L 3 B 1
 PU1160  PID         -  PU1160
 PU1160  STATE/COUNTY-  SD/MEADE
 PU1160  COUNTRY     -  US
 PU1160  USGS QUAD   -  VALE SE (2017)
 PU1160
 PU1160                         *CURRENT SURVEY CONTROL
 PU1160  ______________________________________________________________________
 PU1160* NAD 83(1986) POSITION- 44 35 45.     (N) 103 16 23.     (W)   SCALED
 PU1160* NAVD 88 ORTHO HEIGHT -   843.961 (meters)     2768.90  (feet) ADJUSTED
 PU1160  ______________________________________________________________________
 PU1160  GEOID HEIGHT    -        -16.648 (meters)                     GEOID18
 PU1160  DYNAMIC HEIGHT  -        843.740 (meters)     2768.17  (feet) COMP
 PU1160  MODELED GRAVITY -    980,327.3   (mgal)                       NAVD 88
 PU1160
 PU1160  VERT ORDER      -  SECOND    CLASS 0
 PU1160
 PU1160.The horizontal coordinates were scaled from a map and have
 PU1160.an estimated accuracy of +/- 6 seconds.
 PU1160
 PU1160.The orthometric height was determined by differential leveling and
 PU1160.adjusted by the NATIONAL GEODETIC SURVEY
 PU1160.in June 1991.
 PU1160
 PU1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1160.GEOID18 height accuracy estimate available here.
 PU1160
 PU1160.Click photographs - Photos may exist for this station.
 PU1160
 PU1160.The dynamic height is computed by dividing the NAVD 88
 PU1160.geopotential number by the normal gravity value computed on the
 PU1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1160.degrees latitude (g = 980.6199 gals.).
 PU1160
 PU1160.The modeled gravity was interpolated from observed gravity values.
 PU1160
 PU1160;                    North         East    Units  Estimated Accuracy
 PU1160;SPC SD N     -    89,980.      340,200.      MT  (+/- 180 meters Scaled)
 PU1160
 PU1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK370395(NAD 83)
 PU1160
 PU1160                          SUPERSEDED SURVEY CONTROL
 PU1160
 PU1160  NGVD 29 (??/??/92)  843.48   (m)         2767.3    (f) COMPUTED    2 0
 PU1160
 PU1160.Superseded values are not recommended for survey control.
 PU1160
 PU1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1160.See file dsdata.pdf to determine how the superseded data were derived.
 PU1160
 PU1160_MARKER: Z = SEE DESCRIPTION
 PU1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1160_SP_SET: CONCRETE PIER
 PU1160_STAMPING: L 3 B 1
 PU1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1160
 PU1160  HISTORY     - Date     Condition        Report By
 PU1160  HISTORY     - UNK      MONUMENTED       USAF
 PU1160  HISTORY     - 1962     GOOD             CGS
 PU1160
 PU1160                          STATION DESCRIPTION
 PU1160
 PU1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1160'7.3 MI SE FROM VALE.
 PU1160'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1160'1.5 MILE SOUTH ALONG A ROAD, THENCE 0.2 MILE WEST ALONG A ROAD,
 PU1160'THENCE 0.25 MILE SOUTHWEST ACROSS COUNTRY, THE CENTER OF A
 PU1160'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU1160'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0472 ***********************************************************************
 QS0472  DESIGNATION -  L 30
 QS0472  PID         -  QS0472
 QS0472  STATE/COUNTY-  SD/DEWEY
 QS0472  COUNTRY     -  US
 QS0472  USGS QUAD   -  TIMBER LAKE (2017)
 QS0472
 QS0472                         *CURRENT SURVEY CONTROL
 QS0472  ______________________________________________________________________
 QS0472* NAD 83(1986) POSITION- 45 25 45.     (N) 101 07 15.     (W)   SCALED
 QS0472* NAVD 88 ORTHO HEIGHT -   660.242 (meters)     2166.14  (feet) ADJUSTED
 QS0472  ______________________________________________________________________
 QS0472  GEOID HEIGHT    -        -21.085 (meters)                     GEOID18
 QS0472  DYNAMIC HEIGHT  -        660.148 (meters)     2165.84  (feet) COMP
 QS0472  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 QS0472
 QS0472  VERT ORDER      -  FIRST     CLASS II
 QS0472
 QS0472.The horizontal coordinates were scaled from a map and have
 QS0472.an estimated accuracy of +/- 6 seconds.
 QS0472
 QS0472.The orthometric height was determined by differential leveling and
 QS0472.adjusted by the NATIONAL GEODETIC SURVEY
 QS0472.in June 1991.
 QS0472
 QS0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0472.GEOID18 height accuracy estimate available here.
 QS0472
 QS0472.Click photographs - Photos may exist for this station.
 QS0472
 QS0472.The dynamic height is computed by dividing the NAVD 88
 QS0472.geopotential number by the normal gravity value computed on the
 QS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0472.degrees latitude (g = 980.6199 gals.).
 QS0472
 QS0472.The modeled gravity was interpolated from observed gravity values.
 QS0472
 QS0472;                    North         East    Units  Estimated Accuracy
 QS0472;SPC SD N     -   177,940.      512,290.      MT  (+/- 180 meters Scaled)
 QS0472
 QS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR340328(NAD 83)
 QS0472
 QS0472                          SUPERSEDED SURVEY CONTROL
 QS0472
 QS0472  NGVD 29 (??/??/92)  659.812  (m)         2164.73   (f) ADJ UNCH    1 2
 QS0472
 QS0472.Superseded values are not recommended for survey control.
 QS0472
 QS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0472.See file dsdata.pdf to determine how the superseded data were derived.
 QS0472
 QS0472_MARKER: DB = BENCH MARK DISK
 QS0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0472_STAMPING: L 30 1934
 QS0472_MARK LOGO: CGS
 QS0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0472+STABILITY: SURFACE MOTION
 QS0472
 QS0472  HISTORY     - Date     Condition        Report By
 QS0472  HISTORY     - 1934     MONUMENTED       CGS
 QS0472  HISTORY     - 1941     GOOD             CGS
 QS0472  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0472  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0472
 QS0472                          STATION DESCRIPTION
 QS0472
 QS0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0472'2.5 MI W FROM TIMBER LAKE.
 QS0472'ABOUT 2.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0472'PACIFIC RAILROAD FROM TIMBER LAKE, DEWEY COUNTY, AT MILEPOST 42,
 QS0472'ABOUT 63 YARDS WEST OF A ROAD CROSSING, ABOUT 40 YARDS SOUTH OF
 QS0472'THE CENTER LINE OF STATE HIGHWAY 18, AND ABOUT 40 FEET SOUTH OF
 QS0472'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED L 30 1934
 QS0472'AND SET IN THE TOP OF A CONCRETE POST.
 QS0472
 QS0472                          STATION RECOVERY (1941)
 QS0472
 QS0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0472'RECOVERED IN GOOD CONDITION.
 QS0472
 QS0472                          STATION RECOVERY (1976)
 QS0472
 QS0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0472'MARK NOT FOUND.
 QS0472
 QS0472                          STATION RECOVERY (1999)
 QS0472
 QS0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0472'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0493 ***********************************************************************
 OR0493  DESIGNATION -  L 300
 OR0493  PID         -  OR0493
 OR0493  STATE/COUNTY-  SD/BRULE
 OR0493  COUNTRY     -  US
 OR0493  USGS QUAD   -  RED LAKE WEST (2017)
 OR0493
 OR0493                         *CURRENT SURVEY CONTROL
 OR0493  ______________________________________________________________________
 OR0493* NAD 83(1986) POSITION- 43 39 28.     (N) 099 18 42.     (W)   SCALED
 OR0493* NAVD 88 ORTHO HEIGHT -   540.797 (meters)     1774.26  (feet) ADJUSTED
 OR0493  ______________________________________________________________________
 OR0493  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 OR0493  DYNAMIC HEIGHT  -        540.633 (meters)     1773.73  (feet) COMP
 OR0493  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 OR0493
 OR0493  VERT ORDER      -  SECOND    CLASS 0
 OR0493
 OR0493.The horizontal coordinates were scaled from a map and have
 OR0493.an estimated accuracy of +/- 6 seconds.
 OR0493
 OR0493.The orthometric height was determined by differential leveling and
 OR0493.adjusted by the NATIONAL GEODETIC SURVEY
 OR0493.in June 1991.
 OR0493
 OR0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0493.GEOID18 height accuracy estimate available here.
 OR0493
 OR0493.Click photographs - Photos may exist for this station.
 OR0493
 OR0493.The dynamic height is computed by dividing the NAVD 88
 OR0493.geopotential number by the normal gravity value computed on the
 OR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0493.degrees latitude (g = 980.6199 gals.).
 OR0493
 OR0493.The modeled gravity was interpolated from observed gravity values.
 OR0493
 OR0493;                    North         East    Units  Estimated Accuracy
 OR0493;SPC SD S     -   147,640.      682,400.      MT  (+/- 180 meters Scaled)
 OR0493
 OR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748339(NAD 83)
 OR0493
 OR0493                          SUPERSEDED SURVEY CONTROL
 OR0493
 OR0493  NGVD 29 (??/??/92)  540.447  (m)         1773.12   (f) ADJ UNCH    2 0
 OR0493
 OR0493.Superseded values are not recommended for survey control.
 OR0493
 OR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0493.See file dsdata.pdf to determine how the superseded data were derived.
 OR0493
 OR0493_MARKER: DB = BENCH MARK DISK
 OR0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0493_STAMPING: L 300 1945
 OR0493_MARK LOGO: CGS
 OR0493_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0493+STABILITY: SURFACE MOTION
 OR0493
 OR0493  HISTORY     - Date     Condition        Report By
 OR0493  HISTORY     - 1945     MONUMENTED       CGS
 OR0493  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0493
 OR0493                          STATION DESCRIPTION
 OR0493
 OR0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0493'10.9 MI SE FROM CHAMBERLAIN.
 OR0493'10.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0493'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0493'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0493'THENCE 8.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0493'INTERSECTION OF A DIRT T-ROAD LEADING EAST, 36 FEET NORTH OF THE
 OR0493'CENTER LINE OF THE DIRT ROAD, 32 FEET WEST OF THE CENTER LINE
 OR0493'OF THE GRAVEL ROAD, 29 FEET NORTH OF AN EAST-AND-WEST FENCE,
 OR0493'1 FOOT EAST OF A NORTH-AND-SOUTH FENCE, 2 FEET SOUTH OF A WHITE
 OR0493'WOODEN DISK, STAMPED L 300 1945 AND SET IN THE TOP OF A CONCRETE
 OR0493'POST PROJECTING 4 INCHES ABOVE GROUND.
 OR0493
 OR0493                          STATION RECOVERY (1974)
 OR0493
 OR0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0459 ***********************************************************************
 OR0459  DESIGNATION -  L 302
 OR0459  PID         -  OR0459
 OR0459  STATE/COUNTY-  SD/LYMAN
 OR0459  COUNTRY     -  US
 OR0459  USGS QUAD   -  IONA NW (2017)
 OR0459
 OR0459                         *CURRENT SURVEY CONTROL
 OR0459  ______________________________________________________________________
 OR0459* NAD 83(1986) POSITION- 43 43 12.     (N) 099 27 46.     (W)   SCALED
 OR0459* NAVD 88 ORTHO HEIGHT -   410.706 (meters)     1347.46  (feet) ADJUSTED
 OR0459  ______________________________________________________________________
 OR0459  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 OR0459  DYNAMIC HEIGHT  -        410.584 (meters)     1347.06  (feet) COMP
 OR0459  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 OR0459
 OR0459  VERT ORDER      -  SECOND    CLASS 0
 OR0459
 OR0459.The horizontal coordinates were scaled from a map and have
 OR0459.an estimated accuracy of +/- 6 seconds.
 OR0459
 OR0459.The orthometric height was determined by differential leveling and
 OR0459.adjusted by the NATIONAL GEODETIC SURVEY
 OR0459.in June 1991.
 OR0459
 OR0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0459.GEOID18 height accuracy estimate available here.
 OR0459
 OR0459.Click photographs - Photos may exist for this station.
 OR0459
 OR0459.The dynamic height is computed by dividing the NAVD 88
 OR0459.geopotential number by the normal gravity value computed on the
 OR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0459.degrees latitude (g = 980.6199 gals.).
 OR0459
 OR0459.The modeled gravity was interpolated from observed gravity values.
 OR0459
 OR0459;                    North         East    Units  Estimated Accuracy
 OR0459;SPC SD S     -   154,410.      670,140.      MT  (+/- 180 meters Scaled)
 OR0459
 OR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP627408(NAD 83)
 OR0459
 OR0459                          SUPERSEDED SURVEY CONTROL
 OR0459
 OR0459  NGVD 29 (??/??/92)  410.372  (m)         1346.36   (f) ADJ UNCH    2 0
 OR0459
 OR0459.Superseded values are not recommended for survey control.
 OR0459
 OR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0459.See file dsdata.pdf to determine how the superseded data were derived.
 OR0459
 OR0459_MARKER: DB = BENCH MARK DISK
 OR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0459_STAMPING: L 302 1945
 OR0459_MARK LOGO: CGS
 OR0459_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0459+STABILITY: SURFACE MOTION
 OR0459
 OR0459  HISTORY     - Date     Condition        Report By
 OR0459  HISTORY     - 1945     MONUMENTED       CGS
 OR0459
 OR0459                          STATION DESCRIPTION
 OR0459
 OR0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0459'0.8 MI W FROM OACOMA.
 OR0459'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0459'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0459'AT OACOMA, LYMAN COUNTY, 10.1 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0459'47, 100 YARDS EAST OF A CURVE TO THE EAST, 22 FEET SOUTH OF THE
 OR0459'CENTERLINE OF THE HIGHWAY, 1-1/2 FEET SOUTH OF A FENCE, 3 FEET
 OR0459'WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 OR0459'HIGHWAY.  AN IRON BENCH MARK DISK, STAMPED L 302 1945 AND SET
 OR0459'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 OR0459'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0956 ***********************************************************************
 OR0956  DESIGNATION -  L 303 RESET
 OR0956  PID         -  OR0956
 OR0956  STATE/COUNTY-  SD/TRIPP
 OR0956  COUNTRY     -  US
 OR0956  USGS QUAD   -  DALLAS (2017)
 OR0956
 OR0956                         *CURRENT SURVEY CONTROL
 OR0956  ______________________________________________________________________
 OR0956* NAD 83(1986) POSITION- 43 14 08.     (N) 099 35 15.     (W)   SCALED
 OR0956* NAVD 88 ORTHO HEIGHT -   668.833 (meters)     2194.33  (feet) ADJUSTED
 OR0956  ______________________________________________________________________
 OR0956  GEOID HEIGHT    -        -25.410 (meters)                     GEOID18
 OR0956  DYNAMIC HEIGHT  -        668.579 (meters)     2193.50  (feet) COMP
 OR0956  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 OR0956
 OR0956  VERT ORDER      -  FIRST     CLASS II
 OR0956
 OR0956.The horizontal coordinates were scaled from a map and have
 OR0956.an estimated accuracy of +/- 6 seconds.
 OR0956
 OR0956.The orthometric height was determined by differential leveling and
 OR0956.adjusted by the NATIONAL GEODETIC SURVEY
 OR0956.in June 1994.
 OR0956
 OR0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0956.GEOID18 height accuracy estimate available here.
 OR0956
 OR0956.Click photographs - Photos may exist for this station.
 OR0956
 OR0956.The dynamic height is computed by dividing the NAVD 88
 OR0956.geopotential number by the normal gravity value computed on the
 OR0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0956.degrees latitude (g = 980.6199 gals.).
 OR0956
 OR0956.The modeled gravity was interpolated from observed gravity values.
 OR0956
 OR0956;                    North         East    Units  Estimated Accuracy
 OR0956;SPC SD S     -   100,500.      660,580.      MT  (+/- 180 meters Scaled)
 OR0956
 OR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN522871(NAD 83)
 OR0956
 OR0956                          SUPERSEDED SURVEY CONTROL
 OR0956
 OR0956  NGVD 29 (04/17/07)  668.39   (m)         2192.9    (f) RESET       3  
 OR0956
 OR0956.Superseded values are not recommended for survey control.
 OR0956
 OR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0956.See file dsdata.pdf to determine how the superseded data were derived.
 OR0956
 OR0956_MARKER: DV = VERTICAL CONTROL DISK
 OR0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0956_STAMPING: L 303 RESET 1985
 OR0956_MARK LOGO: NGS
 OR0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0956+STABILITY: SURFACE MOTION
 OR0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0956+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2012
 OR0956
 OR0956  HISTORY     - Date     Condition        Report By
 OR0956  HISTORY     - 1985     MONUMENTED       NGS
 OR0956  HISTORY     - 19930919 GOOD             NGS
 OR0956  HISTORY     - 20121215 GOOD             INDIV
 OR0956
 OR0956                          STATION DESCRIPTION
 OR0956
 OR0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OR0956'11.42 KM (7.10 MI) SOUTHEAST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION
 OR0956'WITH U.S. HIGHWAY 183 IN COLOME, 0.25 KM (0.15 MI) EAST FROM A CROSS
 OR0956'ROAD, 30.5 METER (100 FT) SOUTH FROM THE CENTERLINE OF 18, 0.3 METER
 OR0956'(1 FT) WEST OF A WITNESS POST.
 OR0956
 OR0956                          STATION RECOVERY (1993)
 OR0956
 OR0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0956'13.8 KM (8.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0956'OF STATE HIGHWAY 47 IN GREGORY, 86.0 M (282.2 FT) EAST OF MILEPOST
 OR0956'271, 36.0 M (118.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6
 OR0956'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS
 OR0956'POST, 0.2 M (0.7 FT) NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1
 OR0956'M (0.3 FT) ABOVE THE GROUND SURFACE.
 OR0956
 OR0956                          STATION RECOVERY (2012)
 OR0956
 OR0956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0159 ***********************************************************************
 QS0159  DESIGNATION -  L 304
 QS0159  PID         -  QS0159
 QS0159  STATE/COUNTY-  SD/DEWEY
 QS0159  COUNTRY     -  US
 QS0159  USGS QUAD   -  MOREAU (2017)
 QS0159
 QS0159                         *CURRENT SURVEY CONTROL
 QS0159  ______________________________________________________________________
 QS0159* NAD 83(1986) POSITION- 45 21 53.     (N) 100 25 29.     (W)   SCALED
 QS0159* NAVD 88 ORTHO HEIGHT -   476.908 (meters)     1564.66  (feet) ADJUSTED
 QS0159  ______________________________________________________________________
 QS0159  GEOID HEIGHT    -        -21.930 (meters)                     GEOID18
 QS0159  DYNAMIC HEIGHT  -        476.861 (meters)     1564.50  (feet) COMP
 QS0159  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 QS0159
 QS0159  VERT ORDER      -  SECOND    CLASS 0
 QS0159
 QS0159.The horizontal coordinates were scaled from a map and have
 QS0159.an estimated accuracy of +/- 6 seconds.
 QS0159
 QS0159.The orthometric height was determined by differential leveling and
 QS0159.adjusted by the NATIONAL GEODETIC SURVEY
 QS0159.in June 1991.
 QS0159
 QS0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0159.GEOID18 height accuracy estimate available here.
 QS0159
 QS0159.Click photographs - Photos may exist for this station.
 QS0159
 QS0159.The dynamic height is computed by dividing the NAVD 88
 QS0159.geopotential number by the normal gravity value computed on the
 QS0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0159.degrees latitude (g = 980.6199 gals.).
 QS0159
 QS0159.The modeled gravity was interpolated from observed gravity values.
 QS0159
 QS0159;                    North         East    Units  Estimated Accuracy
 QS0159;SPC SD N     -   170,260.      566,730.      MT  (+/- 180 meters Scaled)
 QS0159
 QS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR884244(NAD 83)
 QS0159
 QS0159                          SUPERSEDED SURVEY CONTROL
 QS0159
 QS0159  NGVD 29 (??/??/92)  476.548  (m)         1563.47   (f) ADJ UNCH    2 0
 QS0159
 QS0159.Superseded values are not recommended for survey control.
 QS0159
 QS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0159.See file dsdata.pdf to determine how the superseded data were derived.
 QS0159
 QS0159_MARKER: DB = BENCH MARK DISK
 QS0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0159_STAMPING: L 304 1945
 QS0159_MARK LOGO: CGS
 QS0159_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0159+STABILITY: SURFACE MOTION
 QS0159
 QS0159  HISTORY     - Date     Condition        Report By
 QS0159  HISTORY     - 1945     MONUMENTED       CGS
 QS0159
 QS0159                          STATION DESCRIPTION
 QS0159
 QS0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0159'15.8 MI S FROM MOBRIDGE.
 QS0159'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0159'THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY NO. 12, THENCE
 QS0159'SOUTHWEST 1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH
 QS0159'9.3 MILES ALONG GRAVELED ROAD, THENCE SOUTHEAST 1.3 MILES
 QS0159'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 0.1
 QS0159'MILES NORTH OF THE CATHOLIC CHURCH AT MOREAU, 35.0 FEET EAST
 QS0159'OF AND ABOUT LEVEL WITH CENTERLINE OF ROAD, 43.0 FEET NORTH
 QS0159'OF CENTERLINE OF PRIVATE DRIVEWAY, 1.0 FOOT EAST OF A FENCE,
 QS0159'1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED
 QS0159'L 304 1945 IS SET IN TOP OF A CONCRETE POST WHICH PROJECTS
 QS0159'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0183 ***********************************************************************
 QS0183  DESIGNATION -  L 305
 QS0183  PID         -  QS0183
 QS0183  STATE/COUNTY-  SD/DEWEY
 QS0183  COUNTRY     -  US
 QS0183  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0183
 QS0183                         *CURRENT SURVEY CONTROL
 QS0183  ______________________________________________________________________
 QS0183* NAD 83(1986) POSITION- 45 06 04.65   (N) 100 21 21.74   (W)   HD_HELD1
 QS0183* NAVD 88 ORTHO HEIGHT -   537.224 (meters)     1762.54  (feet) ADJUSTED
 QS0183  ______________________________________________________________________
 QS0183  GEOID HEIGHT    -        -22.337 (meters)                     GEOID18
 QS0183  DYNAMIC HEIGHT  -        537.151 (meters)     1762.30  (feet) COMP
 QS0183  MODELED GRAVITY -    980,464.5   (mgal)                       NAVD 88
 QS0183
 QS0183  VERT ORDER      -  SECOND    CLASS 0
 QS0183
 QS0183.The horizontal coordinates were determined by differentially corrected
 QS0183.hand held GPS observations or other comparable positioning techniques
 QS0183.and have an estimated accuracy of +/- 3 meters.
 QS0183
 QS0183.The orthometric height was determined by differential leveling and
 QS0183.adjusted by the NATIONAL GEODETIC SURVEY
 QS0183.in June 1991.
 QS0183
 QS0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0183.GEOID18 height accuracy estimate available here.
 QS0183
 QS0183.Click photographs - Photos may exist for this station.
 QS0183
 QS0183.The dynamic height is computed by dividing the NAVD 88
 QS0183.geopotential number by the normal gravity value computed on the
 QS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0183.degrees latitude (g = 980.6199 gals.).
 QS0183
 QS0183.The modeled gravity was interpolated from observed gravity values.
 QS0183
 QS0183;                    North         East    Units  Estimated Accuracy
 QS0183;SPC SD N     -   140,960.4     571,978.8     MT  (+/- 3 meters HH1 GPS) 
 QS0183
 QS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9331195097(NAD 83)
 QS0183
 QS0183                          SUPERSEDED SURVEY CONTROL
 QS0183
 QS0183  NGVD 29 (??/??/92)  536.849  (m)         1761.31   (f) ADJ UNCH    2 0
 QS0183
 QS0183.Superseded values are not recommended for survey control.
 QS0183
 QS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0183.See file dsdata.pdf to determine how the superseded data were derived.
 QS0183
 QS0183_MARKER: DB = BENCH MARK DISK
 QS0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0183_STAMPING: L 305 1945
 QS0183_MARK LOGO: CGS
 QS0183_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0183+STABILITY: SURFACE MOTION
 QS0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0183+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0183
 QS0183  HISTORY     - Date     Condition        Report By
 QS0183  HISTORY     - 1945     MONUMENTED       CGS
 QS0183  HISTORY     - 19960425 GOOD             NGS
 QS0183  HISTORY     - 20120626 GOOD             INDIV
 QS0183
 QS0183                          STATION DESCRIPTION
 QS0183
 QS0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0183'7.5 MI NW FROM CHEYENNE AGENCY.
 QS0183'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0183'WESTERLY 7.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0183'MARK IS ON THE EAST SLOPE OF A HILL ABOUT 0.2 MILES WEST OF A
 QS0183'NORTH-SOUTH FENCE LINE, 46.0 FEET NORTH OF AND ABOUT 1.5 FEET LOWER
 QS0183'THAN CENTERLINE OF ROAD, 14.5 FEET WEST OF A TELEPHONE POLE AND IN
 QS0183'LINE WITH ROW OF POLES ON NORTH SIDE OF ROAD, 2.0 FEET SOUTH OF
 QS0183'A FENCE, 1.0 EAST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED
 QS0183'L 305 1945 IS SET IN TOP OF CONCRETE POST WHICH PROJECTS 5 INCHES
 QS0183'ABOVE GROUND.
 QS0183
 QS0183                          STATION RECOVERY (1996)
 QS0183
 QS0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0183'36.6 KM (22.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0183'OF EXENE STREET IN GETTYSBURG, THENCE 4.1 KM (2.55 MI) NORTHERLY ALONG
 QS0183'A DIRT ROAD, 15.9 M (52.2 FT) NORTH OF THE ROAD CENTER, 0.8 M (2.6 FT)
 QS0183'SOUTH OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 QS0183'THE ROAD, AND THE M0NUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 QS0183'SURFACE.
 QS0183
 QS0183                          STATION RECOVERY (2012)
 QS0183
 QS0183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0126 ***********************************************************************
 QS0126  DESIGNATION -  L 306
 QS0126  PID         -  QS0126
 QS0126  STATE/COUNTY-  SD/CORSON
 QS0126  COUNTRY     -  US
 QS0126  USGS QUAD   -  KENEL (2017)
 QS0126
 QS0126                         *CURRENT SURVEY CONTROL
 QS0126  ______________________________________________________________________
 QS0126* NAD 83(1986) POSITION- 45 47 22.     (N) 100 28 47.     (W)   SCALED
 QS0126* NAVD 88 ORTHO HEIGHT -   616.772 (meters)     2023.53  (feet) ADJUSTED
 QS0126  ______________________________________________________________________
 QS0126  GEOID HEIGHT    -        -21.632 (meters)                     GEOID18
 QS0126  DYNAMIC HEIGHT  -        616.723 (meters)     2023.37  (feet) COMP
 QS0126  MODELED GRAVITY -    980,516.0   (mgal)                       NAVD 88
 QS0126
 QS0126  VERT ORDER      -  FIRST     CLASS II
 QS0126
 QS0126.The horizontal coordinates were scaled from a map and have
 QS0126.an estimated accuracy of +/- 6 seconds.
 QS0126
 QS0126.The orthometric height was determined by differential leveling and
 QS0126.adjusted by the NATIONAL GEODETIC SURVEY
 QS0126.in June 1991.
 QS0126
 QS0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0126.GEOID18 height accuracy estimate available here.
 QS0126
 QS0126.Click photographs - Photos may exist for this station.
 QS0126
 QS0126.The dynamic height is computed by dividing the NAVD 88
 QS0126.geopotential number by the normal gravity value computed on the
 QS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0126.degrees latitude (g = 980.6199 gals.).
 QS0126
 QS0126.The modeled gravity was interpolated from observed gravity values.
 QS0126
 QS0126;                    North         East    Units  Estimated Accuracy
 QS0126;SPC SD N     -   217,490.      562,700.      MT  (+/- 180 meters Scaled)
 QS0126
 QS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR849717(NAD 83)
 QS0126
 QS0126                          SUPERSEDED SURVEY CONTROL
 QS0126
 QS0126  NGVD 29 (??/??/92)  616.381  (m)         2022.24   (f) ADJ UNCH    1 2
 QS0126
 QS0126.Superseded values are not recommended for survey control.
 QS0126
 QS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0126.See file dsdata.pdf to determine how the superseded data were derived.
 QS0126
 QS0126_MARKER: DB = BENCH MARK DISK
 QS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0126_STAMPING: L 306 1945
 QS0126_MARK LOGO: CGS
 QS0126_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0126+STABILITY: SURFACE MOTION
 QS0126
 QS0126  HISTORY     - Date     Condition        Report By
 QS0126  HISTORY     - 1945     MONUMENTED       CGS
 QS0126  HISTORY     - 1971     GOOD             NGS
 QS0126
 QS0126                          STATION DESCRIPTION
 QS0126
 QS0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0126'11.5 MI NE FROM WAKPALA.
 QS0126'TO REACH FROM THE HIGH SCHOOL AT WAKPALA GO EASTERLY 2.5 MILES
 QS0126'ALONG A GRAVELED ROAD, THENCE NORTH 9.0 MILES ALONG A GRADED DIRT
 QS0126'ROAD TO SITE OF MARK, BENCH MARK IS 60.0 FEET WEST OF AND ABOUT
 QS0126'2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 17.0 FEET WEST
 QS0126'OF A FENCE CORNER AND 2.0 FEET EAST OF A 4 X 4 MARKER POST.  A
 QS0126'BRONZE DISK STAMPED L 306 1945 SET IN THE TOP OF A CONCRETE POST
 QS0126'WHICH PROJECTS 4 INCHES ABOVE GROUND.
 QS0126
 QS0126                          STATION RECOVERY (1971)
 QS0126
 QS0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QS0126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0346 ***********************************************************************
 QS0346  DESIGNATION -  L 307
 QS0346  PID         -  QS0346
 QS0346  STATE/COUNTY-  SD/CORSON
 QS0346  COUNTRY     -  US
 QS0346  USGS QUAD   -  WAKPALA (2017)
 QS0346
 QS0346                         *CURRENT SURVEY CONTROL
 QS0346  ______________________________________________________________________
 QS0346* NAD 83(1986) POSITION- 45 44 22.50   (N) 100 37 11.36   (W)   HD_HELD1
 QS0346* NAVD 88 ORTHO HEIGHT -   535.388 (meters)     1756.52  (feet) ADJUSTED
 QS0346  ______________________________________________________________________
 QS0346  GEOID HEIGHT    -        -21.400 (meters)                     GEOID18
 QS0346  DYNAMIC HEIGHT  -        535.349 (meters)     1756.39  (feet) COMP
 QS0346  MODELED GRAVITY -    980,525.1   (mgal)                       NAVD 88
 QS0346
 QS0346  VERT ORDER      -  SECOND    CLASS 0
 QS0346
 QS0346.The horizontal coordinates were determined by differentially corrected
 QS0346.hand held GPS observations or other comparable positioning techniques
 QS0346.and have an estimated accuracy of +/- 3 meters.
 QS0346
 QS0346.The orthometric height was determined by differential leveling and
 QS0346.adjusted by the NATIONAL GEODETIC SURVEY
 QS0346.in June 1991.
 QS0346
 QS0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0346.GEOID18 height accuracy estimate available here.
 QS0346
 QS0346.Click photographs - Photos may exist for this station.
 QS0346
 QS0346.The dynamic height is computed by dividing the NAVD 88
 QS0346.geopotential number by the normal gravity value computed on the
 QS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0346.degrees latitude (g = 980.6199 gals.).
 QS0346
 QS0346.The modeled gravity was interpolated from observed gravity values.
 QS0346
 QS0346;                    North         East    Units  Estimated Accuracy
 QS0346;SPC SD N     -   212,020.7     551,761.7     MT  (+/- 3 meters HH1 GPS) 
 QS0346
 QS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7398666389(NAD 83)
 QS0346
 QS0346                          SUPERSEDED SURVEY CONTROL
 QS0346
 QS0346  NGVD 29 (??/??/92)  535.001  (m)         1755.25   (f) ADJ UNCH    2 0
 QS0346
 QS0346.Superseded values are not recommended for survey control.
 QS0346
 QS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0346.See file dsdata.pdf to determine how the superseded data were derived.
 QS0346
 QS0346_MARKER: DB = BENCH MARK DISK
 QS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0346_STAMPING: L 307 1945
 QS0346_MARK LOGO: CGS
 QS0346_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0346+STABILITY: SURFACE MOTION
 QS0346
 QS0346  HISTORY     - Date     Condition        Report By
 QS0346  HISTORY     - 1945     MONUMENTED       CGS
 QS0346
 QS0346                          STATION DESCRIPTION
 QS0346
 QS0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0346'2.3 MI NW FROM JEFFREY.
 QS0346'2.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0346'PACIFIC RAILROAD FROM THE STATION AT JEFFREY, CORSON COUNTY, 99.5
 QS0346'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 33.6 FEET NORTH OF
 QS0346'THE CENTER LINE OF A ROAD, 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE,
 QS0346'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET
 QS0346'LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED L 307 1945
 QS0346'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 QS0346'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0231 ***********************************************************************
 QS0231  DESIGNATION -  L 308
 QS0231  PID         -  QS0231
 QS0231  STATE/COUNTY-  SD/DEWEY
 QS0231  COUNTRY     -  US
 QS0231  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0231
 QS0231                         *CURRENT SURVEY CONTROL
 QS0231  ______________________________________________________________________
 QS0231* NAD 83(1986) POSITION- 45 02 21.62   (N) 100 20 03.30   (W)   HD_HELD1
 QS0231* NAVD 88 ORTHO HEIGHT -   518.048 (meters)     1699.63  (feet) ADJUSTED
 QS0231  ______________________________________________________________________
 QS0231  GEOID HEIGHT    -        -22.433 (meters)                     GEOID18
 QS0231  DYNAMIC HEIGHT  -        517.973 (meters)     1699.38  (feet) COMP
 QS0231  MODELED GRAVITY -    980,456.1   (mgal)                       NAVD 88
 QS0231
 QS0231  VERT ORDER      -  SECOND    CLASS 0
 QS0231
 QS0231.The horizontal coordinates were determined by differentially corrected
 QS0231.hand held GPS observations or other comparable positioning techniques
 QS0231.and have an estimated accuracy of +/- 3 meters.
 QS0231
 QS0231.The orthometric height was determined by differential leveling and
 QS0231.adjusted by the NATIONAL GEODETIC SURVEY
 QS0231.in June 1991.
 QS0231
 QS0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0231.GEOID18 height accuracy estimate available here.
 QS0231
 QS0231.Click photographs - Photos may exist for this station.
 QS0231
 QS0231.The dynamic height is computed by dividing the NAVD 88
 QS0231.geopotential number by the normal gravity value computed on the
 QS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0231.degrees latitude (g = 980.6199 gals.).
 QS0231
 QS0231.The modeled gravity was interpolated from observed gravity values.
 QS0231
 QS0231;                    North         East    Units  Estimated Accuracy
 QS0231;SPC SD N     -   134,068.6     573,665.2     MT  (+/- 3 meters HH1 GPS) 
 QS0231
 QS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9491288186(NAD 83)
 QS0231
 QS0231                          SUPERSEDED SURVEY CONTROL
 QS0231
 QS0231  NGVD 29 (??/??/92)  517.669  (m)         1698.39   (f) ADJ UNCH    2 0
 QS0231
 QS0231.Superseded values are not recommended for survey control.
 QS0231
 QS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0231.See file dsdata.pdf to determine how the superseded data were derived.
 QS0231
 QS0231_MARKER: DB = BENCH MARK DISK
 QS0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0231_STAMPING: L 308 1945
 QS0231_MARK LOGO: CGS
 QS0231_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0231+STABILITY: SURFACE MOTION
 QS0231
 QS0231  HISTORY     - Date     Condition        Report By
 QS0231  HISTORY     - 1945     MONUMENTED       CGS
 QS0231
 QS0231                          STATION DESCRIPTION
 QS0231
 QS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0231'2.3 MI NW FROM CHEYENNE AGENCY.
 QS0231'2.3 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0231'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0231'ON THE EAST SLOPE OF A LONG HILL, 49 FEET EAST OF THE SOUTHEAST
 QS0231'END OF A GUARDRAIL FENCE, 50-1/2 FEET NORTHEAST OF THE CENTER
 QS0231'LINE OF THE ROAD, 2 FEET WEST OF A FENCE, ABOUT 5 FEET LOWER THAN
 QS0231'THE ROAD, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  AN
 QS0231'IRON BENCH-MARK DISK, STAMPED L 308 1945 AND SET IN THE TOP OF
 QS0231'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0039 ***********************************************************************
 PT0039  DESIGNATION -  L 309
 PT0039  PID         -  PT0039
 PT0039  STATE/COUNTY-  SD/HUGHES
 PT0039  COUNTRY     -  US
 PT0039  USGS QUAD   -  OKOBOJO SW (2017)
 PT0039
 PT0039                         *CURRENT SURVEY CONTROL
 PT0039  ______________________________________________________________________
 PT0039* NAD 83(1986) POSITION- 44 31 06.     (N) 100 29 11.     (W)   SCALED
 PT0039* NAVD 88 ORTHO HEIGHT -   520.267 (meters)     1706.91  (feet) ADJUSTED
 PT0039  ______________________________________________________________________
 PT0039  GEOID HEIGHT    -        -22.930 (meters)                     GEOID18
 PT0039  DYNAMIC HEIGHT  -        520.168 (meters)     1706.58  (feet) COMP
 PT0039  MODELED GRAVITY -    980,411.2   (mgal)                       NAVD 88
 PT0039
 PT0039  VERT ORDER      -  FIRST     CLASS II
 PT0039
 PT0039.The horizontal coordinates were scaled from a map and have
 PT0039.an estimated accuracy of +/- 6 seconds.
 PT0039
 PT0039.The orthometric height was determined by differential leveling and
 PT0039.adjusted by the NATIONAL GEODETIC SURVEY
 PT0039.in June 1991.
 PT0039
 PT0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0039.GEOID18 height accuracy estimate available here.
 PT0039
 PT0039.Click photographs - Photos may exist for this station.
 PT0039
 PT0039.The dynamic height is computed by dividing the NAVD 88
 PT0039.geopotential number by the normal gravity value computed on the
 PT0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0039.degrees latitude (g = 980.6199 gals.).
 PT0039
 PT0039.The modeled gravity was interpolated from observed gravity values.
 PT0039
 PT0039;                    North         East    Units  Estimated Accuracy
 PT0039;SPC SD S     -   242,760.      587,830.      MT  (+/- 180 meters Scaled)
 PT0039
 PT0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ818305(NAD 83)
 PT0039
 PT0039                          SUPERSEDED SURVEY CONTROL
 PT0039
 PT0039  NGVD 29 (??/??/92)  519.886  (m)         1705.66   (f) ADJ UNCH    1 2
 PT0039
 PT0039.Superseded values are not recommended for survey control.
 PT0039
 PT0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0039.See file dsdata.pdf to determine how the superseded data were derived.
 PT0039
 PT0039_MARKER: DB = BENCH MARK DISK
 PT0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0039_STAMPING: L 309 1946
 PT0039_MARK LOGO: CGS
 PT0039_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0039+STABILITY: SURFACE MOTION
 PT0039
 PT0039  HISTORY     - Date     Condition        Report By
 PT0039  HISTORY     - 1946     MONUMENTED       CGS
 PT0039  HISTORY     - 1949     GOOD             CGS
 PT0039  HISTORY     - 1951     GOOD             CGS
 PT0039
 PT0039                          STATION DESCRIPTION
 PT0039
 PT0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0039'17.2 MI NW FROM PIERRE.
 PT0039'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0039'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO
 PT0039'THE GRAY GOOSE DANCE HALL, THENCE 5.0 MILES WEST ALONG A GRAVELED
 PT0039'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.75
 PT0039'MILES WEST ALONG A DIRT ROAD, 155 YARDS (PACED) SOUTHWEST OF A
 PT0039'LONG CURVE IN MAIN ROAD, 11 FEET EAST OF A FENCE CORNER, 2.0
 PT0039'FEET NORTH OF A FENCE LINE, 2.0 FEET WEST OF A REFERENCE POST,
 PT0039'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PT0039'GROUND.
 PT0039
 PT0039                          STATION RECOVERY (1951)
 PT0039
 PT0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0045 ***********************************************************************
 QT0045  DESIGNATION -  L 31 RESET
 QT0045  PID         -  QT0045
 QT0045  STATE/COUNTY-  SD/PERKINS
 QT0045  COUNTRY     -  US
 QT0045  USGS QUAD   -  COAL SPRINGS (2017)
 QT0045
 QT0045                         *CURRENT SURVEY CONTROL
 QT0045  ______________________________________________________________________
 QT0045* NAD 83(1986) POSITION- 45 26 38.     (N) 102 06 28.     (W)   SCALED
 QT0045* NAVD 88 ORTHO HEIGHT -   784.128 (meters)     2572.59  (feet) ADJUSTED
 QT0045  ______________________________________________________________________
 QT0045  GEOID HEIGHT    -        -18.989 (meters)                     GEOID18
 QT0045  DYNAMIC HEIGHT  -        784.005 (meters)     2572.19  (feet) COMP
 QT0045  MODELED GRAVITY -    980,432.5   (mgal)                       NAVD 88
 QT0045
 QT0045  VERT ORDER      -  FIRST     CLASS II
 QT0045
 QT0045.The horizontal coordinates were scaled from a map and have
 QT0045.an estimated accuracy of +/- 6 seconds.
 QT0045
 QT0045.The orthometric height was determined by differential leveling and
 QT0045.adjusted by the NATIONAL GEODETIC SURVEY
 QT0045.in April 2000.
 QT0045
 QT0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0045.GEOID18 height accuracy estimate available here.
 QT0045
 QT0045.Click photographs - Photos may exist for this station.
 QT0045
 QT0045.The dynamic height is computed by dividing the NAVD 88
 QT0045.geopotential number by the normal gravity value computed on the
 QT0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0045.degrees latitude (g = 980.6199 gals.).
 QT0045
 QT0045.The modeled gravity was interpolated from observed gravity values.
 QT0045
 QT0045;                    North         East    Units  Estimated Accuracy
 QT0045;SPC SD N     -   181,120.      435,120.      MT  (+/- 180 meters Scaled)
 QT0045
 QT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL261363(NAD 83)
 QT0045
 QT0045                          SUPERSEDED SURVEY CONTROL
 QT0045
 QT0045  NAVD 88 (04/17/07)  784.117  (m)         2572.56   (f) SUPERSEDED  3 0
 QT0045
 QT0045.Superseded values are not recommended for survey control.
 QT0045
 QT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0045.See file dsdata.pdf to determine how the superseded data were derived.
 QT0045
 QT0045_MARKER: DB = BENCH MARK DISK
 QT0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0045_STAMPING: L 31 RESET 1962
 QT0045_MARK LOGO: CGS
 QT0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0045+STABILITY: SURFACE MOTION
 QT0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0045+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0045
 QT0045  HISTORY     - Date     Condition        Report By
 QT0045  HISTORY     - 1962     MONUMENTED       SDHD
 QT0045  HISTORY     - 1963     GOOD             CGS
 QT0045  HISTORY     - 19990621 GOOD             NGS
 QT0045
 QT0045                          STATION DESCRIPTION
 QT0045
 QT0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0045'0.2 MI E FROM COAL SPRINGS.
 QT0045'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 8 FROM COAL SPRINGS,
 QT0045'PERKINS COUNTY, ABOUT 29 YARDS NORTH OF A SMALL BUILDING, AT A
 QT0045'ROAD INTERSECTION, 45 FEET WEST OF THE CENTERLINE OF THE CROSS
 QT0045'ROAD, 99 FEET LEFT OF STA. 158+44 ON PROJECT F036-2, 99 FEET
 QT0045'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 QT0045'CONCRETE POST.
 QT0045
 QT0045                          STATION RECOVERY (1999)
 QT0045
 QT0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0045'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0045'MEADOW, THENCE 18.1 KM (11.25 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QT0045'48.2 M (158.1 FT) EAST OF MILEPOST 106, 29.5 M (96.8 FT) NORTH OF THE
 QT0045'HIGHWAY CENTERLINE, 25.1 M (82.3 FT) WEST OF BENCH MARK 20 106.05,
 QT0045'13.4 M (44.0 FT) NORTHWEST OF THE WEST END OF A CULVERT UNDER A
 QT0045'DRIVEWAY, 12.3 M (40.4 FT) WEST OF THE CENTER OF A DRIVEWAY, 1.0 M
 QT0045'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A
 QT0045'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QT0045'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0058 ***********************************************************************
 PT0058  DESIGNATION -  L 310
 PT0058  PID         -  PT0058
 PT0058  STATE/COUNTY-  SD/SULLY
 PT0058  COUNTRY     -  US
 PT0058  USGS QUAD   -  OKOBOJO (2017)
 PT0058
 PT0058                         *CURRENT SURVEY CONTROL
 PT0058  ______________________________________________________________________
 PT0058* NAD 83(1986) POSITION- 44 41 31.     (N) 100 26 48.     (W)   SCALED
 PT0058* NAVD 88 ORTHO HEIGHT -   551.869 (meters)     1810.59  (feet) ADJUSTED
 PT0058  ______________________________________________________________________
 PT0058  GEOID HEIGHT    -        -22.701 (meters)                     GEOID18
 PT0058  DYNAMIC HEIGHT  -        551.770 (meters)     1810.27  (feet) COMP
 PT0058  MODELED GRAVITY -    980,420.3   (mgal)                       NAVD 88
 PT0058
 PT0058  VERT ORDER      -  SECOND    CLASS 0
 PT0058
 PT0058.The horizontal coordinates were scaled from a map and have
 PT0058.an estimated accuracy of +/- 6 seconds.
 PT0058
 PT0058.The orthometric height was determined by differential leveling and
 PT0058.adjusted by the NATIONAL GEODETIC SURVEY
 PT0058.in June 1991.
 PT0058
 PT0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0058.GEOID18 height accuracy estimate available here.
 PT0058
 PT0058.Click photographs - Photos may exist for this station.
 PT0058
 PT0058.The dynamic height is computed by dividing the NAVD 88
 PT0058.geopotential number by the normal gravity value computed on the
 PT0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0058.degrees latitude (g = 980.6199 gals.).
 PT0058
 PT0058.The modeled gravity was interpolated from observed gravity values.
 PT0058
 PT0058;                    North         East    Units  Estimated Accuracy
 PT0058;SPC SD N     -    95,510.      564,600.      MT  (+/- 180 meters Scaled)
 PT0058
 PT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ853497(NAD 83)
 PT0058
 PT0058                          SUPERSEDED SURVEY CONTROL
 PT0058
 PT0058  NGVD 29 (??/??/92)  551.486  (m)         1809.33   (f) ADJ UNCH    2 0
 PT0058
 PT0058.Superseded values are not recommended for survey control.
 PT0058
 PT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0058.See file dsdata.pdf to determine how the superseded data were derived.
 PT0058
 PT0058_MARKER: DB = BENCH MARK DISK
 PT0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0058_STAMPING: L 310 1946
 PT0058_MARK LOGO: CGS
 PT0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0058+STABILITY: SURFACE MOTION
 PT0058
 PT0058  HISTORY     - Date     Condition        Report By
 PT0058  HISTORY     - 1946     MONUMENTED       CGS
 PT0058  HISTORY     - 1964     MARK NOT FOUND   USGS
 PT0058
 PT0058                          STATION DESCRIPTION
 PT0058
 PT0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0058'27.9 MI NW FROM PIERRE.
 PT0058'ALONG A GRADED COUNTY ROAD, 9.6 MILES NORTH THENCE 5.0 MILES
 PT0058'WEST THENCE 13.3 MILES NORTH OF THE POST OFFICE IN PIERRE, NEAR
 PT0058'A SECTION CORNER, 23 FEET EAST OF THE CENTER OF THE ROAD, 9
 PT0058'FEET EAST OF A CORNER FENCE POST, 1 FOOT NORTH OF A CORNER
 PT0058'FENCE POST, 2 FEET WEST OF WITNESS POST.  A BRONZE DISK SET IN
 PT0058'A CONCRETE POST.  NOTE-- MARK BELIEVED BURIED OR DESTROYED BY
 PT0058'PLOWING.
 PT0058
 PT0058                          STATION RECOVERY (1964)
 PT0058
 PT0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0025 ***********************************************************************
 QS0025  DESIGNATION -  L 311
 QS0025  PID         -  QS0025
 QS0025  STATE/COUNTY-  SD/CAMPBELL
 QS0025  COUNTRY     -  US
 QS0025  USGS QUAD   -  POLLOCK (2017)
 QS0025
 QS0025                         *CURRENT SURVEY CONTROL
 QS0025  ______________________________________________________________________
 QS0025* NAD 83(1986) POSITION- 45 54 07.     (N) 100 16 22.     (W)   SCALED
 QS0025* NAVD 88 ORTHO HEIGHT -   491.414 (meters)     1612.25  (feet) ADJUSTED
 QS0025  ______________________________________________________________________
 QS0025  GEOID HEIGHT    -        -21.902 (meters)                     GEOID18
 QS0025  DYNAMIC HEIGHT  -        491.388 (meters)     1612.16  (feet) COMP
 QS0025  MODELED GRAVITY -    980,547.4   (mgal)                       NAVD 88
 QS0025
 QS0025  VERT ORDER      -  FIRST     CLASS II
 QS0025
 QS0025.The horizontal coordinates were scaled from a map and have
 QS0025.an estimated accuracy of +/- 6 seconds.
 QS0025
 QS0025.The orthometric height was determined by differential leveling and
 QS0025.adjusted by the NATIONAL GEODETIC SURVEY
 QS0025.in June 1991.
 QS0025
 QS0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0025.GEOID18 height accuracy estimate available here.
 QS0025
 QS0025.Click photographs - Photos may exist for this station.
 QS0025
 QS0025.The dynamic height is computed by dividing the NAVD 88
 QS0025.geopotential number by the normal gravity value computed on the
 QS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0025.degrees latitude (g = 980.6199 gals.).
 QS0025
 QS0025.The modeled gravity was interpolated from observed gravity values.
 QS0025
 QS0025;                    North         East    Units  Estimated Accuracy
 QS0025;SPC SD N     -   229,920.      578,830.      MT  (+/- 180 meters Scaled)
 QS0025
 QS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR012839(NAD 83)
 QS0025
 QS0025                          SUPERSEDED SURVEY CONTROL
 QS0025
 QS0025  NGVD 29 (??/??/92)  491.032  (m)         1610.99   (f) ADJ UNCH    1 2
 QS0025
 QS0025.Superseded values are not recommended for survey control.
 QS0025
 QS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0025.See file dsdata.pdf to determine how the superseded data were derived.
 QS0025
 QS0025_MARKER: DB = BENCH MARK DISK
 QS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0025_STAMPING: L 311 1945
 QS0025_MARK LOGO: CGS
 QS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0025+STABILITY: SURFACE MOTION
 QS0025
 QS0025  HISTORY     - Date     Condition        Report By
 QS0025  HISTORY     - 1945     MONUMENTED       CGS
 QS0025  HISTORY     - 1949     GOOD             CGS
 QS0025  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0025
 QS0025                          STATION DESCRIPTION
 QS0025
 QS0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0025'0.8 MI E FROM POLLOCK.
 QS0025'0.75 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 QS0025'POLLOCK, SOUTH DAKOTA.  ABOUT 290 FEET WEST OF RAILROAD BRIDGE
 QS0025'NO. M 410, 39.6 FEET NORTH OF THE NORTH RAIL, 10.3 FEET WEST
 QS0025'OF THE FIRST POLE, WEST OF THE MILE POST NO. 410, 7.2 FEET
 QS0025'SOUTH OF THE FENCE LINE, 2.5 FEET EAST OF A 4 X 4 INCH WHITE
 QS0025'WOODEN WITNESS POST AND 1.0 FOOT BELOW THE LEVEL OF THE RAILROAD
 QS0025'TRACKS.  A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 QS0025'AND STAMPED L 311 1945.  NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK
 QS0025'HAS BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS
 QS0025'FLOODED.
 QS0025
 QS0025                          STATION RECOVERY (1964)
 QS0025
 QS0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0167 ***********************************************************************
 PT0167  DESIGNATION -  L 312
 PT0167  PID         -  PT0167
 PT0167  STATE/COUNTY-  SD/HUGHES
 PT0167  COUNTRY     -  US
 PT0167  USGS QUAD   -  ROUSSEAU (2017)
 PT0167
 PT0167                         *CURRENT SURVEY CONTROL
 PT0167  ______________________________________________________________________
 PT0167* NAD 83(1986) POSITION- 44 17 56.     (N) 100 02 29.     (W)   SCALED
 PT0167* NAVD 88 ORTHO HEIGHT -   439.127 (meters)     1440.70  (feet) ADJUSTED
 PT0167  ______________________________________________________________________
 PT0167  GEOID HEIGHT    -        -23.815 (meters)                     GEOID18
 PT0167  DYNAMIC HEIGHT  -        439.038 (meters)     1440.41  (feet) COMP
 PT0167  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 PT0167
 PT0167  VERT ORDER      -  FIRST     CLASS II
 PT0167
 PT0167.The horizontal coordinates were scaled from a map and have
 PT0167.an estimated accuracy of +/- 6 seconds.
 PT0167
 PT0167.The orthometric height was determined by differential leveling and
 PT0167.adjusted by the NATIONAL GEODETIC SURVEY
 PT0167.in June 1991.
 PT0167
 PT0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0167.GEOID18 height accuracy estimate available here.
 PT0167
 PT0167.Click photographs - Photos may exist for this station.
 PT0167
 PT0167.The dynamic height is computed by dividing the NAVD 88
 PT0167.geopotential number by the normal gravity value computed on the
 PT0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0167.degrees latitude (g = 980.6199 gals.).
 PT0167
 PT0167.The modeled gravity was interpolated from observed gravity values.
 PT0167
 PT0167;                    North         East    Units  Estimated Accuracy
 PT0167;SPC SD S     -   218,410.      623,300.      MT  (+/- 180 meters Scaled)
 PT0167
 PT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ169055(NAD 83)
 PT0167
 PT0167                          SUPERSEDED SURVEY CONTROL
 PT0167
 PT0167  NGVD 29 (??/??/92)  438.79   (m)         1439.6    (f) COMPUTED    1 2
 PT0167
 PT0167.Superseded values are not recommended for survey control.
 PT0167
 PT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0167.See file dsdata.pdf to determine how the superseded data were derived.
 PT0167
 PT0167_MARKER: DB = BENCH MARK DISK
 PT0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0167_STAMPING: L 312 1946
 PT0167_MARK LOGO: CGS
 PT0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0167+STABILITY: SURFACE MOTION
 PT0167
 PT0167  HISTORY     - Date     Condition        Report By
 PT0167  HISTORY     - 1946     MONUMENTED       CGS
 PT0167
 PT0167                          STATION DESCRIPTION
 PT0167
 PT0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0167'16.4 MI E FROM PIERRE.
 PT0167'ALONG STATE HIGHWAY NO. 34, 16.4 MILES EAST OF THE POST OFFICE
 PT0167'IN PIERRE, 2.6 MILES EAST OF ROUSSEAU SCHOOL, ABOUT 600 FEET
 PT0167'EAST OF A FARM HOUSE, 26 FEET SOUTH OF THE CENTER OF THE ROAD,
 PT0167'2 FEET NORTH OF A FENCE, 2 FEET WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0209 ***********************************************************************
 PT0209  DESIGNATION -  L 313
 PT0209  PID         -  PT0209
 PT0209  STATE/COUNTY-  SD/HUGHES
 PT0209  COUNTRY     -  US
 PT0209  USGS QUAD   -  OAHE DAM (2017)
 PT0209
 PT0209                         *CURRENT SURVEY CONTROL
 PT0209  ______________________________________________________________________
 PT0209* NAD 83(1996) POSITION- 44 27 34.92709(N) 100 23 13.31166(W)   ADJUSTED
 PT0209* NAVD 88 ORTHO HEIGHT -   532.780 (meters)     1747.96  (feet) ADJUSTED
 PT0209  ______________________________________________________________________
 PT0209  GEOID HEIGHT    -        -23.159 (meters)                     GEOID18
 PT0209  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 PT0209  DYNAMIC HEIGHT  -        532.677 (meters)     1747.62  (feet) COMP
 PT0209  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 PT0209
 PT0209  HORZ ORDER      -  SECOND
 PT0209  VERT ORDER      -  FIRST     CLASS II
 PT0209
 PT0209.The horizontal coordinates were established by classical geodetic methods
 PT0209.and adjusted by the National Geodetic Survey in January 1998.
 PT0209
 PT0209.The orthometric height was determined by differential leveling and
 PT0209.adjusted by the NATIONAL GEODETIC SURVEY
 PT0209.in June 1991.
 PT0209
 PT0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0209.GEOID18 height accuracy estimate available here.
 PT0209
 PT0209.Click photographs - Photos may exist for this station.
 PT0209
 PT0209.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0209
 PT0209.The dynamic height is computed by dividing the NAVD 88
 PT0209.geopotential number by the normal gravity value computed on the
 PT0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0209.degrees latitude (g = 980.6199 gals.).
 PT0209
 PT0209.The modeled gravity was interpolated from observed gravity values.
 PT0209
 PT0209. The following values were computed from the NAD 83(1996) position.
 PT0209
 PT0209;                    North         East     Units Scale Factor Converg.
 PT0209;SPC SD S     -   236,235.166   595,726.443   MT  1.00001481   -0 02 13.4
 PT0209;SPC SD S     -   775,048.21  1,954,479.17   sFT  1.00001481   -0 02 13.4
 PT0209;UTM  14      - 4,923,868.541   389,658.010   MT  0.99974973   -0 58 17.7
 PT0209
 PT0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0209!SPC SD S     -   0.99992010  x   1.00001481  =   0.99993491
 PT0209!UTM  14      -   0.99992010  x   0.99974973  =   0.99966985
 PT0209
 PT0209:                Primary Azimuth Mark                     Grid Az
 PT0209:SPC SD S     -  Z 308 RESET                              337 40 17.5
 PT0209:UTM  14      -  Z 308 RESET                              338 36 21.8
 PT0209
 PT0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8965823868(NAD 83)
 PT0209
 PT0209|---------------------------------------------------------------------|
 PT0209| PID    Reference Object                     Distance      Geod. Az  |
 PT0209|                                                           dddmmss.s |
 PT0209| PT0210 L 313 RM 1                           13.350 METERS 05904     |
 PT0209| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX. 4.8 KM 1470754.4 |
 PT0209| PT0208 L 313 RM 2                           12.344 METERS 32642     |
 PT0209| PT0207 Z 308 RESET                                        3373804.1 |
 PT0209|---------------------------------------------------------------------|
 PT0209
 PT0209                          SUPERSEDED SURVEY CONTROL
 PT0209
 PT0209  NAD 83(1986)-  44 27 34.92201(N)    100 23 13.31569(W) AD(       ) 2
 PT0209  NAD 27      -  44 27 34.99200(N)    100 23 11.82800(W) AD(       ) 2
 PT0209  NGVD 29 (??/??/92)  532.394  (m)         1746.70   (f) ADJ UNCH    1 2
 PT0209  NGVD 29             532.39   (m)         1746.7    (f) LEVELING    3  
 PT0209
 PT0209.Superseded values are not recommended for survey control.
 PT0209
 PT0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0209.See file dsdata.pdf to determine how the superseded data were derived.
 PT0209
 PT0209_MARKER: DD = SURVEY DISK
 PT0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0209_STAMPING: L 313
 PT0209_MARK LOGO: USACE
 PT0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0209+STABILITY: SURFACE MOTION
 PT0209
 PT0209  HISTORY     - Date     Condition        Report By
 PT0209  HISTORY     - 1948     MONUMENTED       USACE
 PT0209  HISTORY     - 1949     GOOD             CGS
 PT0209  HISTORY     - 1951     GOOD             CGS
 PT0209  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0209
 PT0209                          STATION DESCRIPTION
 PT0209
 PT0209'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (FXP)
 PT0209'THE STATION IS ABOUT 6-1/2 MILES NORTH AND ABOUT 2 MILES WEST
 PT0209'OF PIERRE, IN THE NW 1/4 SEC. 6, T111N, R79 W, ON TOP
 PT0209'OF THE RIVER BLUFFS, NEAR THE NORTHEASTERN END OF THE PROPOSED
 PT0209'OAHE DAM, AND 3 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 PT0209'ARMY ENGINEERS TABLET DISK SET IN THE TOP OF A 7-INCH SQUARE
 PT0209'CONCRETE POST WHICH PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PT0209'L 313.
 PT0209'
 PT0209'REFERENCE MARK NO. 1 IS 43.80 FEET NORTHEAST OF THE STATION.
 PT0209'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED L 313
 PT0209'U S E D NO 1 1948.
 PT0209'
 PT0209'REFERENCE MARK NO. 2 IS 40.50 FEET NORTHWEST OF THE STATION.
 PT0209'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED L 313 U S
 PT0209'E D NO 2 1948.
 PT0209'
 PT0209'AZIMUTH MARK IS 0.4 MILE NORTH-NORTHWEST OF THE STATION, ABOUT
 PT0209'60 FEET WEST OF THE CENTERLINE OF A SECTION-LINE ROAD, 19 FEET
 PT0209'NORTH OF THE CENTERLINE OF A DIRT ROAD, 2 FEET NORTH OF A WIRE
 PT0209'FENCE, AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 PT0209'6 INCHES, AND IT IS A STANDARD GEOLOGICAL SURVEY DISK WHICH IS
 PT0209'STAMPED Z 308 1921 RESET 1946.
 PT0209'
 PT0209'TO REACH THE STATION FROM THE ST. CHARLES HOTEL IN PIERRE, GO
 PT0209'EAST AND NORTH ON U.S. HIGHWAYS 14 AND 83 FOR 1.3 MILES AND
 PT0209'TURN LEFT ONTO A GRADED DIRT ROAD, THENCE NORTH 5.25 MILES AND
 PT0209'TURN LEFT, THENCE WEST 1.9 MILES TO A SHARP TURN IN THE ROAD,
 PT0209'PASS THRU A WIRE GATE ABOUT 30 YARDS NORTHWEST OF THE SHARP
 PT0209'TURN AND GO SOUTHERLY ALONG THE TOP EDGE OF THE RIVER BLUFFS
 PT0209'0.15 MILE TO THE STATION.
 PT0209'
 PT0209'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0209
 PT0209                          STATION RECOVERY (1949)
 PT0209
 PT0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PT0209'8.5 MI NW FROM PIERRE.
 PT0209'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0209'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0209'1.9 MILES WEST ALONG A DIRT ROAD, THENCE 285 YARDS SOUTHEAST
 PT0209'ALONG THE BLUFFS OF THE MISSOURI RIVER, SET IN THE TOP OF A
 PT0209'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- MARK
 PT0209'FALLS IN AREA CHANGED BY CONSTRUCTION OF OAHE DAM.
 PT0209
 PT0209                          STATION RECOVERY (1951)
 PT0209
 PT0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 PT0209'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0209'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0209'1.9 MILES WEST ALONG A DIRT ROAD, THENCE 285 YARDS SOUTHEAST
 PT0209'ALONG THE BLUFFS OF THE MISSOURI RIVER, A U.S.E.D. DISK SET
 PT0209'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 PT0209'THE GROUND, STAMPED L 313.
 PT0209'
 PT0209'L 313 (U.S.E.D.) R.M. 1 IS 43 FEET NORTHEAST OF TRIANGULATION
 PT0209'STATION L 313 (U.S.E.D.), A REFERENCE MARK DISK SET IN THE TOP
 PT0209'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 PT0209'STAMPED L 313 USED NO 1 1948.
 PT0209'
 PT0209'L 313 (U.S.E.D.) R.M. 2 IS 40 FEET NORTHWEST OF TRIANGULATION
 PT0209'STATION L 313 (U.S.E.D.), A REFERENCE MARK DISK SET IN THE TOP OF
 PT0209'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 PT0209'STAMPED L 313 USED NO 2 1948.
 PT0209
 PT0209                          STATION RECOVERY (1973)
 PT0209
 PT0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0210 ***********************************************************************
 PT0210  DESIGNATION -  L 313 RM 1
 PT0210  PID         -  PT0210
 PT0210  STATE/COUNTY-  SD/HUGHES
 PT0210  COUNTRY     -  US
 PT0210  USGS QUAD   -  OAHE DAM (2017)
 PT0210
 PT0210                         *CURRENT SURVEY CONTROL
 PT0210  ______________________________________________________________________
 PT0210* NAD 83(1986) POSITION- 44 27 35.15   (N) 100 23 12.79   (W)   HD_HELD1
 PT0210* NAVD 88 ORTHO HEIGHT -   533.070 (meters)     1748.91  (feet) ADJUSTED
 PT0210  ______________________________________________________________________
 PT0210  GEOID HEIGHT    -        -23.159 (meters)                     GEOID18
 PT0210  DYNAMIC HEIGHT  -        532.967 (meters)     1748.58  (feet) COMP
 PT0210  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 PT0210
 PT0210  VERT ORDER      -  FIRST     CLASS II
 PT0210
 PT0210.The horizontal coordinates were determined by differentially corrected
 PT0210.hand held GPS observations or other comparable positioning techniques
 PT0210.and have an estimated accuracy of +/- 3 meters.
 PT0210
 PT0210.The orthometric height was determined by differential leveling and
 PT0210.adjusted by the NATIONAL GEODETIC SURVEY
 PT0210.in June 1991.
 PT0210
 PT0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0210.GEOID18 height accuracy estimate available here.
 PT0210
 PT0210.Click photographs - Photos may exist for this station.
 PT0210
 PT0210.The dynamic height is computed by dividing the NAVD 88
 PT0210.geopotential number by the normal gravity value computed on the
 PT0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0210.degrees latitude (g = 980.6199 gals.).
 PT0210
 PT0210.The modeled gravity was interpolated from observed gravity values.
 PT0210
 PT0210;                    North         East    Units  Estimated Accuracy
 PT0210;SPC SD S     -   236,242.0     595,738.0     MT  (+/- 3 meters HH1 GPS) 
 PT0210
 PT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8966923875(NAD 83)
 PT0210
 PT0210                          SUPERSEDED SURVEY CONTROL
 PT0210
 PT0210  NGVD 29 (??/??/92)  532.684  (m)         1747.65   (f) ADJ UNCH    1 2
 PT0210
 PT0210.Superseded values are not recommended for survey control.
 PT0210
 PT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0210.See file dsdata.pdf to determine how the superseded data were derived.
 PT0210
 PT0210_MARKER: DR = REFERENCE MARK DISK
 PT0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0210_STAMPING: L 313 USED NO 1 1948
 PT0210_MARK LOGO: CGS
 PT0210_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0210+STABILITY: SURFACE MOTION
 PT0210
 PT0210  HISTORY     - Date     Condition        Report By
 PT0210  HISTORY     - 1948     MONUMENTED       CGS
 PT0210  HISTORY     - 1949     GOOD             CGS
 PT0210  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0210
 PT0210                          STATION DESCRIPTION
 PT0210
 PT0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0210'8.5 MI NW FROM PIERRE.
 PT0210'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0210'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0210'1.9 MILES WEST ALONG A DIRT ROAD, THENCE 285 YARDS SOUTHEAST
 PT0210'ALONG THE BLUFFS OF THE MISSOURI RIVER, 43 FEET NORTHEAST OF
 PT0210'TRIANGULATION STATION L 313 (USED), SET IN THE TOP OF A CONCRETE
 PT0210'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK FALLS
 PT0210'IN AREA CHANGED BY CONSTRUCTION OF OAHE DAM.
 PT0210
 PT0210                          STATION RECOVERY (1973)
 PT0210
 PT0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0208 ***********************************************************************
 PT0208  DESIGNATION -  L 313 RM 2
 PT0208  PID         -  PT0208
 PT0208  STATE/COUNTY-  SD/HUGHES
 PT0208  COUNTRY     -  US
 PT0208  USGS QUAD   -  OAHE DAM (2017)
 PT0208
 PT0208                         *CURRENT SURVEY CONTROL
 PT0208  ______________________________________________________________________
 PT0208* NAD 83(1986) POSITION- 44 27 35.26   (N) 100 23 13.62   (W)   HD_HELD1
 PT0208* NAVD 88 ORTHO HEIGHT -   532.865 (meters)     1748.24  (feet) ADJUSTED
 PT0208  ______________________________________________________________________
 PT0208  GEOID HEIGHT    -        -23.159 (meters)                     GEOID18
 PT0208  DYNAMIC HEIGHT  -        532.761 (meters)     1747.90  (feet) COMP
 PT0208  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 PT0208
 PT0208  VERT ORDER      -  FIRST     CLASS II
 PT0208
 PT0208.The horizontal coordinates were determined by differentially corrected
 PT0208.hand held GPS observations or other comparable positioning techniques
 PT0208.and have an estimated accuracy of +/- 3 meters.
 PT0208
 PT0208.The orthometric height was determined by differential leveling and
 PT0208.adjusted by the NATIONAL GEODETIC SURVEY
 PT0208.in June 1991.
 PT0208
 PT0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0208.GEOID18 height accuracy estimate available here.
 PT0208
 PT0208.Click photographs - Photos may exist for this station.
 PT0208
 PT0208.The dynamic height is computed by dividing the NAVD 88
 PT0208.geopotential number by the normal gravity value computed on the
 PT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0208.degrees latitude (g = 980.6199 gals.).
 PT0208
 PT0208.The modeled gravity was interpolated from observed gravity values.
 PT0208
 PT0208;                    North         East    Units  Estimated Accuracy
 PT0208;SPC SD S     -   236,245.4     595,719.6     MT  (+/- 3 meters HH1 GPS) 
 PT0208
 PT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8965123878(NAD 83)
 PT0208
 PT0208                          SUPERSEDED SURVEY CONTROL
 PT0208
 PT0208  NGVD 29 (??/??/92)  532.479  (m)         1746.97   (f) ADJ UNCH    1 2
 PT0208
 PT0208.Superseded values are not recommended for survey control.
 PT0208
 PT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0208.See file dsdata.pdf to determine how the superseded data were derived.
 PT0208
 PT0208_MARKER: DR = REFERENCE MARK DISK
 PT0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0208_STAMPING: L 313 USED NO 2 1948
 PT0208_MARK LOGO: CGS
 PT0208_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0208+STABILITY: SURFACE MOTION
 PT0208
 PT0208  HISTORY     - Date     Condition        Report By
 PT0208  HISTORY     - 1948     MONUMENTED       CGS
 PT0208  HISTORY     - 1949     GOOD             CGS
 PT0208  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0208
 PT0208                          STATION DESCRIPTION
 PT0208
 PT0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0208'8.5 MI NW FROM PIERRE.
 PT0208'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0208'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0208'1.9 MILES WEST ALONG A DIRT ROAD, THENCE 285 YARDS SOUTHEAST
 PT0208'ALONG THE BLUFFS OF THE MISSOURI RIVER, 40 FEET NORTHWEST OF
 PT0208'TRIANGULATION STATION L 313 (USED), SET IN THE TOP OF A CONCRETE
 PT0208'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK FALLS
 PT0208'IN AREA CHANGED BY CONSTRUCTION OF OAHE DAM.
 PT0208
 PT0208                          STATION RECOVERY (1973)
 PT0208
 PT0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0477 ***********************************************************************
 PS0477  DESIGNATION -  L 314
 PS0477  PID         -  PS0477
 PS0477  STATE/COUNTY-  SD/HYDE
 PS0477  COUNTRY     -  US
 PS0477  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0477
 PS0477                         *CURRENT SURVEY CONTROL
 PS0477  ______________________________________________________________________
 PS0477* NAD 83(1986) POSITION- 44 16 07.     (N) 099 34 58.     (W)   SCALED
 PS0477* NAVD 88 ORTHO HEIGHT -   620.807 (meters)     2036.76  (feet) ADJUSTED
 PS0477  ______________________________________________________________________
 PS0477  GEOID HEIGHT    -        -24.064 (meters)                     GEOID18
 PS0477  DYNAMIC HEIGHT  -        620.673 (meters)     2036.32  (feet) COMP
 PS0477  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 PS0477
 PS0477  VERT ORDER      -  SECOND    CLASS 0
 PS0477
 PS0477.The horizontal coordinates were scaled from a map and have
 PS0477.an estimated accuracy of +/- 6 seconds.
 PS0477
 PS0477.The orthometric height was determined by differential leveling and
 PS0477.adjusted by the NATIONAL GEODETIC SURVEY
 PS0477.in June 1991.
 PS0477
 PS0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0477.GEOID18 height accuracy estimate available here.
 PS0477
 PS0477.Click photographs - Photos may exist for this station.
 PS0477
 PS0477.The dynamic height is computed by dividing the NAVD 88
 PS0477.geopotential number by the normal gravity value computed on the
 PS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0477.degrees latitude (g = 980.6199 gals.).
 PS0477
 PS0477.The modeled gravity was interpolated from observed gravity values.
 PS0477
 PS0477;                    North         East    Units  Estimated Accuracy
 PS0477;SPC SD N     -    48,460.      633,310.      MT  (+/- 180 meters Scaled)
 PS0477
 PS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ534018(NAD 83)
 PS0477
 PS0477                          SUPERSEDED SURVEY CONTROL
 PS0477
 PS0477  NGVD 29 (??/??/92)  620.459  (m)         2035.62   (f) ADJ UNCH    2 0
 PS0477
 PS0477.Superseded values are not recommended for survey control.
 PS0477
 PS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0477.See file dsdata.pdf to determine how the superseded data were derived.
 PS0477
 PS0477_MARKER: DB = BENCH MARK DISK
 PS0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0477_STAMPING: L 314 1946
 PS0477_MARK LOGO: CGS
 PS0477_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0477+STABILITY: SURFACE MOTION
 PS0477
 PS0477  HISTORY     - Date     Condition        Report By
 PS0477  HISTORY     - 1946     MONUMENTED       CGS
 PS0477
 PS0477                          STATION DESCRIPTION
 PS0477
 PS0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0477'9 MI NW FROM STEPHAN.
 PS0477'9.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK MAY
 PS0477'BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A GRAVEL
 PS0477'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 PS0477'NORTH ALONG STATE HIGHWAY 47, AND THENCE 7.0 MILES WEST ALONG
 PS0477'A GRAVEL ROAD.  IT IS 51.3 FEET SOUTHWEST OF THE CENTER LINE OF
 PS0477'THE ROAD, 2.8 FEET NORTHWEST OF A T-FENCE, 1.8 FEET EAST OF A
 PS0477'NORTH-AND-SOUTH FENCE, 1.7 FEET SOUTH OF A WHITE WOODEN WITNESS
 PS0477'POST, AND ABOUT 3 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 PS0477'STAMPED L 314 1946 AND SET IN THE TOP OF A CONCRETE POST
 PS0477'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0492 ***********************************************************************
 PS0492  DESIGNATION -  L 315
 PS0492  PID         -  PS0492
 PS0492  STATE/COUNTY-  SD/HUGHES
 PS0492  COUNTRY     -  US
 PS0492  USGS QUAD   -  DE GREY SE (2017)
 PS0492
 PS0492                         *CURRENT SURVEY CONTROL
 PS0492  ______________________________________________________________________
 PS0492* NAD 83(1986) POSITION- 44 18 35.     (N) 099 49 30.     (W)   SCALED
 PS0492* NAVD 88 ORTHO HEIGHT -   506.848 (meters)     1662.88  (feet) ADJUSTED
 PS0492  ______________________________________________________________________
 PS0492  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 PS0492  DYNAMIC HEIGHT  -        506.740 (meters)     1662.53  (feet) COMP
 PS0492  MODELED GRAVITY -    980,388.7   (mgal)                       NAVD 88
 PS0492
 PS0492  VERT ORDER      -  SECOND    CLASS 0
 PS0492
 PS0492.The horizontal coordinates were scaled from a map and have
 PS0492.an estimated accuracy of +/- 6 seconds.
 PS0492
 PS0492.The orthometric height was determined by differential leveling and
 PS0492.adjusted by the NATIONAL GEODETIC SURVEY
 PS0492.in June 1991.
 PS0492
 PS0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0492.GEOID18 height accuracy estimate available here.
 PS0492
 PS0492.Click photographs - Photos may exist for this station.
 PS0492
 PS0492.The dynamic height is computed by dividing the NAVD 88
 PS0492.geopotential number by the normal gravity value computed on the
 PS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0492.degrees latitude (g = 980.6199 gals.).
 PS0492
 PS0492.The modeled gravity was interpolated from observed gravity values.
 PS0492
 PS0492;                    North         East    Units  Estimated Accuracy
 PS0492;SPC SD S     -   219,690.      640,560.      MT  (+/- 180 meters Scaled)
 PS0492
 PS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ342066(NAD 83)
 PS0492
 PS0492                          SUPERSEDED SURVEY CONTROL
 PS0492
 PS0492  NGVD 29 (??/??/92)  506.504  (m)         1661.76   (f) ADJ UNCH    2 0
 PS0492
 PS0492.Superseded values are not recommended for survey control.
 PS0492
 PS0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0492.See file dsdata.pdf to determine how the superseded data were derived.
 PS0492
 PS0492_MARKER: DB = BENCH MARK DISK
 PS0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0492_STAMPING: L 315 1946
 PS0492_MARK LOGO: CGS
 PS0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0492+STABILITY: SURFACE MOTION
 PS0492
 PS0492  HISTORY     - Date     Condition        Report By
 PS0492  HISTORY     - 1946     MONUMENTED       CGS
 PS0492  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0492
 PS0492                          STATION DESCRIPTION
 PS0492
 PS0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0492'6.1 MI NE FROM DE GREY.
 PS0492'6.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0492'AT DE GREY, HUGHES COUNTY, 2.0 MILES EAST OF GIDDINGS SCHOOL,
 PS0492'NEAR A FENCE CORNER, 36 FEET NORTH OF THE CENTER LINE OF THE
 PS0492'HIGHWAY, 7 FEET NORTH OF THE FENCE CORNER, 2 FEET EAST OF THE
 PS0492'FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 PS0492'STANDARD DISK, STAMPED L 315 1946 AND SET IN THE TOP OF A
 PS0492'CONCRETE POST.  NOTE-- ROAD CONSTRUCTION IN AREA.
 PS0492
 PS0492                          STATION RECOVERY (1973)
 PS0492
 PS0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0034 ***********************************************************************
 NN0034  DESIGNATION -  L 316
 NN0034  PID         -  NN0034
 NN0034  STATE/COUNTY-  SD/CHARLES MIX
 NN0034  COUNTRY     -  US
 NN0034  USGS QUAD   -  LYNCH NE (2017)
 NN0034
 NN0034                         *CURRENT SURVEY CONTROL
 NN0034  ______________________________________________________________________
 NN0034* NAD 83(1986) POSITION- 42 58 47.     (N) 098 19 42.     (W)   SCALED
 NN0034* NAVD 88 ORTHO HEIGHT -   452.399 (meters)     1484.25  (feet) ADJUSTED
 NN0034  ______________________________________________________________________
 NN0034  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 NN0034  DYNAMIC HEIGHT  -        452.246 (meters)     1483.74  (feet) COMP
 NN0034  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 NN0034
 NN0034  VERT ORDER      -  SECOND    CLASS 0
 NN0034
 NN0034.The horizontal coordinates were scaled from a map and have
 NN0034.an estimated accuracy of +/- 6 seconds.
 NN0034
 NN0034.The orthometric height was determined by differential leveling and
 NN0034.adjusted by the NATIONAL GEODETIC SURVEY
 NN0034.in June 1991.
 NN0034
 NN0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0034.GEOID18 height accuracy estimate available here.
 NN0034
 NN0034.Click photographs - Photos may exist for this station.
 NN0034
 NN0034.The dynamic height is computed by dividing the NAVD 88
 NN0034.geopotential number by the normal gravity value computed on the
 NN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0034.degrees latitude (g = 980.6199 gals.).
 NN0034
 NN0034.The modeled gravity was interpolated from observed gravity values.
 NN0034
 NN0034;                    North         East    Units  Estimated Accuracy
 NN0034;SPC SD S     -    73,780.      763,520.      MT  (+/- 180 meters Scaled)
 NN0034
 NN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN547587(NAD 83)
 NN0034
 NN0034                          SUPERSEDED SURVEY CONTROL
 NN0034
 NN0034  NGVD 29 (??/??/92)  452.117  (m)         1483.32   (f) ADJ UNCH    2 0
 NN0034
 NN0034.Superseded values are not recommended for survey control.
 NN0034
 NN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0034.See file dsdata.pdf to determine how the superseded data were derived.
 NN0034
 NN0034_MARKER: DB = BENCH MARK DISK
 NN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0034_STAMPING: L 316 1946
 NN0034_MARK LOGO: CGS
 NN0034_PROJECTION: PROJECTING 5 CENTIMETERS
 NN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0034+STABILITY: SURFACE MOTION
 NN0034
 NN0034  HISTORY     - Date     Condition        Report By
 NN0034  HISTORY     - 1946     MONUMENTED       CGS
 NN0034
 NN0034                          STATION DESCRIPTION
 NN0034
 NN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0034'7.1 MI NE FROM GREENWOOD.
 NN0034'7.1 MILES NORTHEAST TO REACH FROM THE YANKTON INDIAN AGENCY
 NN0034'BUILDING AT GREENWOOD GO EAST 1.4 MILES ALONG A GRAVELED ROAD,
 NN0034'THENCE NORTHEASTERLY 1.0 MILE ALONG A GRAVELED ROAD, THENCE NORTH
 NN0034'0.6 MILE ALONG A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG A
 NN0034'GRAVELED ROAD, THENCE NORTH 3.1 MILES ALONG A GRAVELED ROAD TO
 NN0034'SITE OF MARK, BENCH MARK IS AT A ROAD INTERSECTION, ABOUT 8.6
 NN0034'MILES SOUTHWEST OF WAGNER, 30.0 FEET WEST OF AND ABOUT 2.0
 NN0034'FEET LOWER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 48.0
 NN0034'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 25.0 FEET
 NN0034'SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT
 NN0034'NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NN0034'L 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 NN0034'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1456 ***********************************************************************
 NM1456  DESIGNATION -  L 317 RESET
 NM1456  PID         -  NM1456
 NM1456  STATE/COUNTY-  SD/BON HOMME
 NM1456  COUNTRY     -  US
 NM1456  USGS QUAD   -  TABOR (2017)
 NM1456
 NM1456                         *CURRENT SURVEY CONTROL
 NM1456  ______________________________________________________________________
 NM1456* NAD 83(1986) POSITION- 42 54 31.     (N) 097 41 40.     (W)   SCALED
 NM1456* NAVD 88 ORTHO HEIGHT -   414.06  (+/-2cm)     1358.5   (feet) VERTCON3
 NM1456  ______________________________________________________________________
 NM1456  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 NM1456  VERT ORDER      -  THIRD (See Below)
 NM1456
 NM1456.The horizontal coordinates were scaled from a map and have
 NM1456.an estimated accuracy of +/- 6 seconds.
 NM1456
 NM1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1456
 NM1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1456.GEOID18 height accuracy estimate available here.
 NM1456
 NM1456.The vertical order pertains to the NGVD 29 superseded value.
 NM1456
 NM1456.Click photographs - Photos may exist for this station.
 NM1456
 NM1456;                    North         East    Units  Estimated Accuracy
 NM1456;SPC SD S     -    67,330.      815,460.      MT  (+/- 180 meters Scaled)
 NM1456
 NM1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN065514(NAD 83)
 NM1456
 NM1456                          SUPERSEDED SURVEY CONTROL
 NM1456
 NM1456  NGVD 29 (??/??/??)  413.84   (m)         1357.7    (f) RESET       3  
 NM1456
 NM1456.Superseded values are not recommended for survey control.
 NM1456
 NM1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1456.See file dsdata.pdf to determine how the superseded data were derived.
 NM1456
 NM1456_MARKER: DB = BENCH MARK DISK
 NM1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1456_STAMPING: L 317 RESET 1953
 NM1456_MARK LOGO: CGS
 NM1456_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1456+STABILITY: SURFACE MOTION
 NM1456
 NM1456  HISTORY     - Date     Condition        Report By
 NM1456  HISTORY     - 1953     MONUMENTED       SDHD
 NM1456  HISTORY     - 1953     GOOD             CGS
 NM1456
 NM1456                          STATION DESCRIPTION
 NM1456
 NM1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NM1456'14 MI SE FROM SPRINGFIELD.
 NM1456'3.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 NM1456'AT SPRINGFIELD, BON HOMME COUNTY, THENCE 9.0 MILES EAST ALONG
 NM1456'A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, AND
 NM1456'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, AT THE INTERSECTION
 NM1456'OF A DIRT ROAD, 120.3 FEET NORTH OF THE CENTER LINE OF THE
 NM1456'EAST-AND-WEST ROAD, ABOUT 33 FEET WEST OF THE CENTER LINE OF THE
 NM1456'NORTH-AND-SOUTH DIRT ROAD, A STANDARD DISK, STAMPED L 317 RESET
 NM1456'1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NM1456'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0577 ***********************************************************************
 OR0577  DESIGNATION -  L 318
 OR0577  PID         -  OR0577
 OR0577  STATE/COUNTY-  SD/GREGORY
 OR0577  COUNTRY     -  US
 OR0577  USGS QUAD   -  GREGORY SE (2017)
 OR0577
 OR0577                         *CURRENT SURVEY CONTROL
 OR0577  ______________________________________________________________________
 OR0577* NAD 83(1986) POSITION- 43 04 56.     (N) 099 17 50.     (W)   SCALED
 OR0577* NAVD 88 ORTHO HEIGHT -   623.012 (meters)     2044.00  (feet) ADJUSTED
 OR0577  ______________________________________________________________________
 OR0577  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 OR0577  DYNAMIC HEIGHT  -        622.770 (meters)     2043.20  (feet) COMP
 OR0577  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 OR0577
 OR0577  VERT ORDER      -  SECOND    CLASS 0
 OR0577
 OR0577.The horizontal coordinates were scaled from a map and have
 OR0577.an estimated accuracy of +/- 6 seconds.
 OR0577
 OR0577.The orthometric height was determined by differential leveling and
 OR0577.adjusted by the NATIONAL GEODETIC SURVEY
 OR0577.in June 1991.
 OR0577
 OR0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0577.GEOID18 height accuracy estimate available here.
 OR0577
 OR0577.Click photographs - Photos may exist for this station.
 OR0577
 OR0577.The dynamic height is computed by dividing the NAVD 88
 OR0577.geopotential number by the normal gravity value computed on the
 OR0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0577.degrees latitude (g = 980.6199 gals.).
 OR0577
 OR0577.The modeled gravity was interpolated from observed gravity values.
 OR0577
 OR0577;                    North         East    Units  Estimated Accuracy
 OR0577;SPC SD S     -    83,720.      684,370.      MT  (+/- 180 meters Scaled)
 OR0577
 OR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758699(NAD 83)
 OR0577
 OR0577                          SUPERSEDED SURVEY CONTROL
 OR0577
 OR0577  NGVD 29 (??/??/92)  622.71   (m)         2043.0    (f) COMPUTED    2 0
 OR0577
 OR0577.Superseded values are not recommended for survey control.
 OR0577
 OR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0577.See file dsdata.pdf to determine how the superseded data were derived.
 OR0577
 OR0577_MARKER: DB = BENCH MARK DISK
 OR0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0577_STAMPING: L 318 1946
 OR0577_MARK LOGO: CGS
 OR0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0577+STABILITY: SURFACE MOTION
 OR0577
 OR0577  HISTORY     - Date     Condition        Report By
 OR0577  HISTORY     - 1946     MONUMENTED       CGS
 OR0577
 OR0577                          STATION DESCRIPTION
 OR0577
 OR0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0577'6.8 MI S FROM BURKE.
 OR0577'ALONG A GRAVELED COUNTY ROAD, 6.8 MILES SOUTH OF THE CHICAGO
 OR0577'AND NORTHWESTERN RAILROAD STATION IN BURKE, AT THE TOP OF A
 OR0577'HILL, NEAR A SECTION CORNER, 36 FEET WEST OF THE CENTER OF THE
 OR0577'ROAD, 31 FEET SOUTH OF THE CENTER OF A DIM ROAD LEADING WEST, 16
 OR0577'FEET SOUTH OF A CORNER FENCE POST, 3 FEET NORTH OF WITNESS
 OR0577'POST, 2 FEET WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0578 ***********************************************************************
 OR0578  DESIGNATION -  L 318 RESET
 OR0578  PID         -  OR0578
 OR0578  STATE/COUNTY-  SD/GREGORY
 OR0578  COUNTRY     -  US
 OR0578  USGS QUAD   -  GREGORY SE (2017)
 OR0578
 OR0578                         *CURRENT SURVEY CONTROL
 OR0578  ______________________________________________________________________
 OR0578* NAD 83(1986) POSITION- 43 04 55.     (N) 099 17 50.     (W)   SCALED
 OR0578* NAVD 88 ORTHO HEIGHT -   620.93  (+/-2cm)     2037.2   (feet) VERTCON3
 OR0578  ______________________________________________________________________
 OR0578  GEOID HEIGHT    -        -25.504 (meters)                     GEOID18
 OR0578  VERT ORDER      -  THIRD (See Below)
 OR0578
 OR0578.The horizontal coordinates were scaled from a map and have
 OR0578.an estimated accuracy of +/- 6 seconds.
 OR0578
 OR0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0578
 OR0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0578.GEOID18 height accuracy estimate available here.
 OR0578
 OR0578.The vertical order pertains to the NGVD 29 superseded value.
 OR0578
 OR0578.Click photographs - Photos may exist for this station.
 OR0578
 OR0578;                    North         East    Units  Estimated Accuracy
 OR0578;SPC SD S     -    83,690.      684,370.      MT  (+/- 180 meters Scaled)
 OR0578
 OR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758699(NAD 83)
 OR0578
 OR0578                          SUPERSEDED SURVEY CONTROL
 OR0578
 OR0578  NGVD 29 (??/??/??)  620.63   (m)         2036.2    (f) RESET       3  
 OR0578
 OR0578.Superseded values are not recommended for survey control.
 OR0578
 OR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0578.See file dsdata.pdf to determine how the superseded data were derived.
 OR0578
 OR0578_MARKER: DB = BENCH MARK DISK
 OR0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0578_STAMPING: L 318 RESET 1961
 OR0578_MARK LOGO: CGS
 OR0578_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0578+STABILITY: SURFACE MOTION
 OR0578
 OR0578  HISTORY     - Date     Condition        Report By
 OR0578  HISTORY     - 1961     MONUMENTED       CGS
 OR0578
 OR0578                          STATION DESCRIPTION
 OR0578
 OR0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0578'6.8 MI S FROM BURKE.
 OR0578'THIS MARK IS LOCATED ABOUT 6.8 MILES SOUTH ALONG STATE HIGHWAY
 OR0578'47 FROM THE RAILROAD STATION IN BURKE, IN THE SOUTHWEST ANGLE
 OR0578'OF CROSSROADS, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OR0578'ABOUT 60 FEET SOUTH OF THE CENTER OF A DIM ROAD LEADING WEST, 26
 OR0578'FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE, AND SET
 OR0578'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0986 ***********************************************************************
 NM0986  DESIGNATION -  L 319
 NM0986  PID         -  NM0986
 NM0986  STATE/COUNTY-  SD/YANKTON
 NM0986  COUNTRY     -  US
 NM0986  USGS QUAD   -  YANKTON (2017)
 NM0986
 NM0986                         *CURRENT SURVEY CONTROL
 NM0986  ______________________________________________________________________
 NM0986* NAD 83(1986) POSITION- 42 52 38.     (N) 097 24 26.     (W)   SCALED
 NM0986* NAVD 88 ORTHO HEIGHT -   385.761 (meters)     1265.62  (feet) ADJUSTED
 NM0986  ______________________________________________________________________
 NM0986  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM0986  DYNAMIC HEIGHT  -        385.651 (meters)     1265.26  (feet) COMP
 NM0986  MODELED GRAVITY -    980,324.8   (mgal)                       NAVD 88
 NM0986
 NM0986  VERT ORDER      -  SECOND    CLASS 0
 NM0986
 NM0986.The horizontal coordinates were scaled from a map and have
 NM0986.an estimated accuracy of +/- 6 seconds.
 NM0986
 NM0986.The orthometric height was determined by differential leveling and
 NM0986.adjusted by the NATIONAL GEODETIC SURVEY
 NM0986.in June 1991.
 NM0986
 NM0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0986.GEOID18 height accuracy estimate available here.
 NM0986
 NM0986.Click photographs - Photos may exist for this station.
 NM0986
 NM0986.The dynamic height is computed by dividing the NAVD 88
 NM0986.geopotential number by the normal gravity value computed on the
 NM0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0986.degrees latitude (g = 980.6199 gals.).
 NM0986
 NM0986.The modeled gravity was interpolated from observed gravity values.
 NM0986
 NM0986;                    North         East    Units  Estimated Accuracy
 NM0986;SPC SD S     -    64,630.      839,020.      MT  (+/- 180 meters Scaled)
 NM0986
 NM0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN300484(NAD 83)
 NM0986
 NM0986                          SUPERSEDED SURVEY CONTROL
 NM0986
 NM0986  NGVD 29 (??/??/92)  385.559  (m)         1264.95   (f) ADJ UNCH    2 0
 NM0986
 NM0986.Superseded values are not recommended for survey control.
 NM0986
 NM0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0986.See file dsdata.pdf to determine how the superseded data were derived.
 NM0986
 NM0986_MARKER: DB = BENCH MARK DISK
 NM0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0986_STAMPING: L 319 1946
 NM0986_MARK LOGO: CGS
 NM0986_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0986+STABILITY: SURFACE MOTION
 NM0986
 NM0986  HISTORY     - Date     Condition        Report By
 NM0986  HISTORY     - 1946     MONUMENTED       CGS
 NM0986  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0986
 NM0986                          STATION DESCRIPTION
 NM0986
 NM0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0986'1 MI W FROM YANKTON.
 NM0986'1.0 MILE WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO. 50 FROM
 NM0986'THE POST OFFICE AT YANKTON, AND AT A CURVE IN THE HIGHWAY, 57
 NM0986'FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NM0986'HIGHWAY, 46 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 20 X 10
 NM0986'FOOT CABIN, 27 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 NM0986'GRAVEL ROAD, 3 FEET SOUTH OF A POWER LINE POLE, 2 FEET EAST OF
 NM0986'A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED L 319 1946
 NM0986'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 NM0986'INCHES ABOVE THE GROUND.
 NM0986
 NM0986                          STATION RECOVERY (1993)
 NM0986
 NM0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0986'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0337 ***********************************************************************
 QT0337  DESIGNATION -  L 32
 QT0337  PID         -  QT0337
 QT0337  STATE/COUNTY-  SD/HARDING
 QT0337  COUNTRY     -  US
 QT0337  USGS QUAD   -  PINE SPRING (2017)
 QT0337
 QT0337                         *CURRENT SURVEY CONTROL
 QT0337  ______________________________________________________________________
 QT0337* NAD 83(1986) POSITION- 45 34 47.     (N) 103 49 19.     (W)   SCALED
 QT0337* NAVD 88 ORTHO HEIGHT -  1006.058 (meters)     3300.71  (feet) ADJUSTED
 QT0337  ______________________________________________________________________
 QT0337  GEOID HEIGHT    -        -15.987 (meters)                     GEOID18
 QT0337  DYNAMIC HEIGHT  -       1005.854 (meters)     3300.04  (feet) COMP
 QT0337  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 QT0337
 QT0337  VERT ORDER      -  FIRST     CLASS II
 QT0337
 QT0337.The horizontal coordinates were scaled from a map and have
 QT0337.an estimated accuracy of +/- 6 seconds.
 QT0337
 QT0337.The orthometric height was determined by differential leveling and
 QT0337.adjusted by the NATIONAL GEODETIC SURVEY
 QT0337.in June 1991.
 QT0337
 QT0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0337.GEOID18 height accuracy estimate available here.
 QT0337
 QT0337.Click photographs - Photos may exist for this station.
 QT0337
 QT0337.The dynamic height is computed by dividing the NAVD 88
 QT0337.geopotential number by the normal gravity value computed on the
 QT0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0337.degrees latitude (g = 980.6199 gals.).
 QT0337
 QT0337.The modeled gravity was interpolated from observed gravity values.
 QT0337
 QT0337;                    North         East    Units  Estimated Accuracy
 QT0337;SPC SD N     -   201,110.      301,820.      MT  (+/- 180 meters Scaled)
 QT0337
 QT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL919480(NAD 83)
 QT0337
 QT0337                          SUPERSEDED SURVEY CONTROL
 QT0337
 QT0337  NGVD 29 (??/??/92) 1005.516  (m)         3298.93   (f) ADJ UNCH    1 2
 QT0337
 QT0337.Superseded values are not recommended for survey control.
 QT0337
 QT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0337.See file dsdata.pdf to determine how the superseded data were derived.
 QT0337
 QT0337_MARKER: DB = BENCH MARK DISK
 QT0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0337_STAMPING: L 32 1934
 QT0337_MARK LOGO: CGS
 QT0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0337+STABILITY: SURFACE MOTION
 QT0337
 QT0337  HISTORY     - Date     Condition        Report By
 QT0337  HISTORY     - 1934     MONUMENTED       CGS
 QT0337  HISTORY     - 1953     GOOD             CGS
 QT0337  HISTORY     - 19981030 MARK NOT FOUND   NGS
 QT0337
 QT0337                          STATION DESCRIPTION
 QT0337
 QT0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0337'10 MI E FROM CAMP CROOK.
 QT0337'10.0 MILES EAST ALONG STATE HIGHWAY 8 FROM CAMP CROOK, HARDING
 QT0337'COUNTY, ABOUT 300 YARDS WEST OF THE SOUTH ENTRANCE TO A RANCH,
 QT0337'AT THE HEAD OF A LARGE COULEE LEADING SOUTHWEST, AND 42 FEET
 QT0337'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 QT0337'STAMPED L 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0337
 QT0337                          STATION RECOVERY (1953)
 QT0337
 QT0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QT0337'RECOVERED IN GOOD CONDITION.
 QT0337
 QT0337                          STATION RECOVERY (1998)
 QT0337
 QT0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0337'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0367 ***********************************************************************
 QT0367  DESIGNATION -  L 32 RESET
 QT0367  PID         -  QT0367
 QT0367  STATE/COUNTY-  SD/HARDING
 QT0367  COUNTRY     -  US
 QT0367  USGS QUAD   -  PINE SPRING (2017)
 QT0367
 QT0367                         *CURRENT SURVEY CONTROL
 QT0367  ______________________________________________________________________
 QT0367* NAD 83(1996) POSITION- 45 34 48.13366(N) 103 49 20.07949(W)   NO CHECK
 QT0367* NAVD 88 ORTHO HEIGHT -  1005.899 (meters)     3300.19  (feet) ADJUSTED
 QT0367  ______________________________________________________________________
 QT0367  GEOID HEIGHT    -        -15.987 (meters)                     GEOID18
 QT0367  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 QT0367  DYNAMIC HEIGHT  -       1005.695 (meters)     3299.52  (feet) COMP
 QT0367  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 QT0367
 QT0367  HORZ ORDER      -  THIRD
 QT0367  VERT ORDER      -  FIRST     CLASS II
 QT0367
 QT0367.The horizontal coordinates were established by classical geodetic methods
 QT0367.and adjusted by the National Geodetic Survey in January 1998.
 QT0367
 QT0367.No horizontal observational check was made to the station.
 QT0367
 QT0367.The orthometric height was determined by differential leveling and
 QT0367.adjusted by the NATIONAL GEODETIC SURVEY
 QT0367.in April 2000.
 QT0367
 QT0367.No vertical observational check was made to the station.
 QT0367
 QT0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0367.GEOID18 height accuracy estimate available here.
 QT0367
 QT0367.Click photographs - Photos may exist for this station.
 QT0367
 QT0367.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0367
 QT0367.The dynamic height is computed by dividing the NAVD 88
 QT0367.geopotential number by the normal gravity value computed on the
 QT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0367.degrees latitude (g = 980.6199 gals.).
 QT0367
 QT0367.The modeled gravity was interpolated from observed gravity values.
 QT0367
 QT0367. The following values were computed from the NAD 83(1996) position.
 QT0367
 QT0367;                    North         East     Units Scale Factor Converg.
 QT0367;SPC SD N     -   201,144.268   301,800.614   MT  0.99998170   -2 42 18.5
 QT0367;SPC SD N     -   659,920.82    990,157.51   sFT  0.99998170   -2 42 18.5
 QT0367;UTM  13      - 5,048,063.001   591,883.706   MT  0.99970380   +0 50 28.5
 QT0367
 QT0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0367!SPC SD N     -   0.99984483  x   0.99998170  =   0.99982653
 QT0367!UTM  13      -   0.99984483  x   0.99970380  =   0.99954868
 QT0367
 QT0367:                Primary Azimuth Mark                     Grid Az
 QT0367:SPC SD N     -  BRACE RM 2                               070 08 54.4
 QT0367:UTM  13      -  BRACE RM 2                               066 36 07.4
 QT0367
 QT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9188348063(NAD 83)
 QT0367
 QT0367|---------------------------------------------------------------------|
 QT0367| PID    Reference Object                     Distance      Geod. Az  |
 QT0367|                                                           dddmmss.s |
 QT0367| QT0549 BRACE RM 2                          APPROX. 2.2 KM 0672635.9 |
 QT0367| QT0548 BRACE                               APPROX. 2.2 KM 0674723.2 |
 QT0367|---------------------------------------------------------------------|
 QT0367
 QT0367                          SUPERSEDED SURVEY CONTROL
 QT0367
 QT0367  NAD 83(1993)-  45 34 48.12410(N)    103 49 20.07397(W) AD(       ) 3
 QT0367  NAD 83(1986)-  45 34 48.12129(N)    103 49 20.07049(W) AD(       ) 3
 QT0367  NAD 27      -  45 34 48.12958(N)    103 49 18.33814(W) AD(       ) 3
 QT0367  NAVD 88 (12/04/03) 1005.899  (m)         3300.19   (f) SUPERSEDED  3 0
 QT0367  NGVD 29 (04/17/07) 1005.36   (m)         3298.4    (f) RESET       3  
 QT0367  NGVD 29            1005.36   (m)         3298.4    (f) LEVELING    3  
 QT0367
 QT0367.Superseded values are not recommended for survey control.
 QT0367
 QT0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0367.See file dsdata.pdf to determine how the superseded data were derived.
 QT0367
 QT0367_MARKER: DV = VERTICAL CONTROL DISK
 QT0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0367_STAMPING: L 32 RESET 1979
 QT0367_MARK LOGO: NGS
 QT0367_PROJECTION: FLUSH
 QT0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0367+STABILITY: SURFACE MOTION
 QT0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0367+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0367
 QT0367  HISTORY     - Date     Condition        Report By
 QT0367  HISTORY     - 1979     MONUMENTED       NGS
 QT0367  HISTORY     - 19981030 GOOD             NGS
 QT0367
 QT0367                          STATION DESCRIPTION
 QT0367
 QT0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QT0367'10.0 MI EAST FROM CAMP CROOK.
 QT0367'10.0 MILES EAST ALONG STATE HIGHWAY 20 FROM CAMP CROOK, ALSO 14.0
 QT0367'MILES WEST ALONG STATE HIGHWAY 20 FROM BUFFALO, 300 YARDS WEST OF
 QT0367'A RANCH ENTERANCE, AND 101.0 FEET NORTH OF CENTER OF STATE HIGHWAY 20.
 QT0367'BENCH MARK IS USED AS AS AZIMUTH MARK FOR TRIANGULATION STATION BRACE.
 QT0367'THE MARK IS 1.3 FT  N FROM A WITNESS POST.
 QT0367
 QT0367                          STATION RECOVERY (1998)
 QT0367
 QT0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0367'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0367'IN CAMP CROOK, THENCE 12.7 KM (7.90 MI) EASTERLY ALONG STATE HIGHWAY
 QT0367'20, 338.5 M (1110.6 FT) EAST OF MILEPOST 13, 311.0 M (1020.3 FT) WEST
 QT0367'OF THE CENTER OF A DIRT ROAD, 38.5 M (126.3 FT) NORTH OF THE HIGHWAY
 QT0367'CENTERLINE, 15.3 M (50.2 FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION
 QT0367'BOX NUMBER D D1 37, 7.9 M (25.9 FT) NORTH OF A WITNESS POST AND FENCE,
 QT0367'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 QT0367'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QT0367'OWNED BY ZANE HOLCOMB, HC 64A, BOX 111, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0140 ***********************************************************************
 OS0140  DESIGNATION -  L 320 RESET
 OS0140  PID         -  OS0140
 OS0140  STATE/COUNTY-  SD/TODD
 OS0140  COUNTRY     -  US
 OS0140  USGS QUAD   -  LITTLEBURG (2017)
 OS0140
 OS0140                         *CURRENT SURVEY CONTROL
 OS0140  ______________________________________________________________________
 OS0140* NAD 83(1986) POSITION- 43 02 44.     (N) 100 27 08.     (W)   SCALED
 OS0140* NAVD 88 ORTHO HEIGHT -   812.17  (meters)     2664.6   (feet) RESET
 OS0140  ______________________________________________________________________
 OS0140  GEOID HEIGHT    -        -22.710 (meters)                     GEOID18
 OS0140  VERT ORDER      -  THIRD
 OS0140
 OS0140.The horizontal coordinates were scaled from a map and have
 OS0140.an estimated accuracy of +/- 6 seconds.
 OS0140
 OS0140.The orthometric height was computed from unverified reset data.
 OS0140
 OS0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0140.GEOID18 height accuracy estimate available here.
 OS0140
 OS0140.Click photographs - Photos may exist for this station.
 OS0140
 OS0140;                    North         East    Units  Estimated Accuracy
 OS0140;SPC SD S     -    79,130.      590,310.      MT  (+/- 180 meters Scaled)
 OS0140
 OS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN817668(NAD 83)
 OS0140
 OS0140                          SUPERSEDED SURVEY CONTROL
 OS0140
 OS0140.No superseded survey control is available for this station.
 OS0140
 OS0140_MARKER: DB = BENCH MARK DISK
 OS0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0140_SP_SET: FOUNDATION
 OS0140_STAMPING: L 320 RESET 1967
 OS0140_MARK LOGO: CGS
 OS0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0140
 OS0140  HISTORY     - Date     Condition        Report By
 OS0140  HISTORY     - 1967     MONUMENTED       CGS
 OS0140
 OS0140                          STATION DESCRIPTION
 OS0140
 OS0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OS0140'22.2 MI NE FROM VALENTINE.
 OS0140'ABOUT 14.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 OS0140'AT VALENTINE, THENCE 8.0 MILES EAST ALONG A NEW ROAD, AND AT THE
 OS0140'LITTLEBURG SCHOOL, IN THE NORTHEAST ANGLE OF A CROSSROAD, 69 FEET
 OS0140'SOUTH-SOUTHEAST OF THE CENTER OF THE DOOR AT THE SOUTH ENTRANCE
 OS0140'TO THE LITTLEBURG SCHOOL, AND IS CEMENTED IN A DRILL HOLE IN THE
 OS0140'NORTHEAST SIDE OF A 3 FT BY 3 FT CONCRETE FOUNDATION WHICH
 OS0140'SUPPORTS THE FLAGPOLE AT THE SOUTH SIDE OF THE SCHOOL, 0.85 FEET
 OS0140'NORTHEAST OF THE CENTER OF THE FLAGPOLE, AND IS FLUSH WITH THE
 OS0140'FOUNDATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0074 ***********************************************************************
 OS0074  DESIGNATION -  L 321
 OS0074  PID         -  OS0074
 OS0074  STATE/COUNTY-  SD/TRIPP
 OS0074  COUNTRY     -  US
 OS0074  USGS QUAD   -  CARTER (2017)
 OS0074
 OS0074                         *CURRENT SURVEY CONTROL
 OS0074  ______________________________________________________________________
 OS0074* NAD 83(1986) POSITION- 43 24 55.     (N) 100 12 19.     (W)   SCALED
 OS0074* NAVD 88 ORTHO HEIGHT -   661.870 (meters)     2171.49  (feet) ADJUSTED
 OS0074  ______________________________________________________________________
 OS0074  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 OS0074  DYNAMIC HEIGHT  -        661.632 (meters)     2170.70  (feet) COMP
 OS0074  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 OS0074
 OS0074  VERT ORDER      -  SECOND    CLASS 0
 OS0074
 OS0074.The horizontal coordinates were scaled from a map and have
 OS0074.an estimated accuracy of +/- 6 seconds.
 OS0074
 OS0074.The orthometric height was determined by differential leveling and
 OS0074.adjusted by the NATIONAL GEODETIC SURVEY
 OS0074.in June 1991.
 OS0074
 OS0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0074.GEOID18 height accuracy estimate available here.
 OS0074
 OS0074.Click photographs - Photos may exist for this station.
 OS0074
 OS0074.The dynamic height is computed by dividing the NAVD 88
 OS0074.geopotential number by the normal gravity value computed on the
 OS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0074.degrees latitude (g = 980.6199 gals.).
 OS0074
 OS0074.The modeled gravity was interpolated from observed gravity values.
 OS0074
 OS0074;                    North         East    Units  Estimated Accuracy
 OS0074;SPC SD S     -   120,200.      610,370.      MT  (+/- 180 meters Scaled)
 OS0074
 OS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP024076(NAD 83)
 OS0074
 OS0074                          SUPERSEDED SURVEY CONTROL
 OS0074
 OS0074  NGVD 29 (??/??/92)  661.496  (m)         2170.26   (f) ADJ UNCH    2 0
 OS0074
 OS0074.Superseded values are not recommended for survey control.
 OS0074
 OS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0074.See file dsdata.pdf to determine how the superseded data were derived.
 OS0074
 OS0074_MARKER: DB = BENCH MARK DISK
 OS0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0074_STAMPING: L 321 1946
 OS0074_MARK LOGO: CGS
 OS0074_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0074+STABILITY: SURFACE MOTION
 OS0074
 OS0074  HISTORY     - Date     Condition        Report By
 OS0074  HISTORY     - 1946     MONUMENTED       CGS
 OS0074
 OS0074                          STATION DESCRIPTION
 OS0074
 OS0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0074'2 MI N FROM CARTER.
 OS0074'ABOUT 2.0 MILES NORTH ALONG A SECTION LINE ROAD FROM THE
 OS0074'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0074'AT CARTER, AND AT THE JUNCTION WITH A DIRT ROAD LEADING EAST,
 OS0074'56 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET
 OS0074'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST-WEST
 OS0074'ROAD, 22 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT EAST
 OS0074'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED L 321 1946
 OS0074'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 OS0074'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0103 ***********************************************************************
 OS0103  DESIGNATION -  L 322
 OS0103  PID         -  OS0103
 OS0103  STATE/COUNTY-  SD/TRIPP
 OS0103  COUNTRY     -  US
 OS0103  USGS QUAD   -  KEYAPAHA (2017)
 OS0103
 OS0103                         *CURRENT SURVEY CONTROL
 OS0103  ______________________________________________________________________
 OS0103* NAD 83(1986) POSITION- 43 03 12.     (N) 100 09 59.     (W)   SCALED
 OS0103* NAVD 88 ORTHO HEIGHT -   721.964 (meters)     2368.64  (feet) ADJUSTED
 OS0103  ______________________________________________________________________
 OS0103  GEOID HEIGHT    -        -23.472 (meters)                     GEOID18
 OS0103  DYNAMIC HEIGHT  -        721.679 (meters)     2367.71  (feet) COMP
 OS0103  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 OS0103
 OS0103  VERT ORDER      -  SECOND    CLASS 0
 OS0103
 OS0103.The horizontal coordinates were scaled from a map and have
 OS0103.an estimated accuracy of +/- 6 seconds.
 OS0103
 OS0103.The orthometric height was determined by differential leveling and
 OS0103.adjusted by the NATIONAL GEODETIC SURVEY
 OS0103.in June 1991.
 OS0103
 OS0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0103.GEOID18 height accuracy estimate available here.
 OS0103
 OS0103.Click photographs - Photos may exist for this station.
 OS0103
 OS0103.The dynamic height is computed by dividing the NAVD 88
 OS0103.geopotential number by the normal gravity value computed on the
 OS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0103.degrees latitude (g = 980.6199 gals.).
 OS0103
 OS0103.The modeled gravity was interpolated from observed gravity values.
 OS0103
 OS0103;                    North         East    Units  Estimated Accuracy
 OS0103;SPC SD S     -    80,000.      613,600.      MT  (+/- 180 meters Scaled)
 OS0103
 OS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN050673(NAD 83)
 OS0103
 OS0103                          SUPERSEDED SURVEY CONTROL
 OS0103
 OS0103  NGVD 29 (??/??/92)  721.633  (m)         2367.56   (f) ADJ UNCH    2 0
 OS0103
 OS0103.Superseded values are not recommended for survey control.
 OS0103
 OS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0103.See file dsdata.pdf to determine how the superseded data were derived.
 OS0103
 OS0103_MARKER: DB = BENCH MARK DISK
 OS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0103_STAMPING: L 322 1946
 OS0103_MARK LOGO: CGS
 OS0103_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0103+STABILITY: SURFACE MOTION
 OS0103
 OS0103  HISTORY     - Date     Condition        Report By
 OS0103  HISTORY     - 1946     MONUMENTED       CGS
 OS0103
 OS0103                          STATION DESCRIPTION
 OS0103
 OS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0103'5.5 MI SW FROM KEYAPAHA.
 OS0103'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0103'KEYAPAHA, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, AND AT A
 OS0103'ROAD INTERSECTION, 59 FEET WEST OF AND ABOUT LEVEL WITH THE
 OS0103'CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER
 OS0103'LINE OF THE EAST-WEST ROAD, 25 FEET WEST OF THE RIGHT-OF-WAY
 OS0103'FENCE CORNER, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS
 OS0103'4 INCHES ABOVE THE GROUND.  STAMPED L 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0847 ***********************************************************************
 NM0847  DESIGNATION -  L 324
 NM0847  PID         -  NM0847
 NM0847  STATE/COUNTY-  SD/UNION
 NM0847  COUNTRY     -  US
 NM0847  USGS QUAD   -  JEFFERSON (2017)
 NM0847
 NM0847                         *CURRENT SURVEY CONTROL
 NM0847  ______________________________________________________________________
 NM0847* NAD 83(1986) POSITION- 42 35 07.     (N) 096 32 31.     (W)   SCALED
 NM0847* NAVD 88 ORTHO HEIGHT -   339.624 (meters)     1114.25  (feet) ADJUSTED
 NM0847  ______________________________________________________________________
 NM0847  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 NM0847  DYNAMIC HEIGHT  -        339.519 (meters)     1113.91  (feet) COMP
 NM0847  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 NM0847
 NM0847  VERT ORDER      -  FIRST     CLASS II
 NM0847
 NM0847.The horizontal coordinates were scaled from a map and have
 NM0847.an estimated accuracy of +/- 6 seconds.
 NM0847
 NM0847.The orthometric height was determined by differential leveling and
 NM0847.adjusted by the NATIONAL GEODETIC SURVEY
 NM0847.in June 1991.
 NM0847
 NM0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0847.GEOID18 height accuracy estimate available here.
 NM0847
 NM0847.Click photographs - Photos may exist for this station.
 NM0847
 NM0847.The dynamic height is computed by dividing the NAVD 88
 NM0847.geopotential number by the normal gravity value computed on the
 NM0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0847.degrees latitude (g = 980.6199 gals.).
 NM0847
 NM0847.The modeled gravity was interpolated from observed gravity values.
 NM0847
 NM0847;                    North         East    Units  Estimated Accuracy
 NM0847;SPC SD S     -    35,090.      911,140.      MT  (+/- 180 meters Scaled)
 NM0847
 NM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN016176(NAD 83)
 NM0847
 NM0847                          SUPERSEDED SURVEY CONTROL
 NM0847
 NM0847  NGVD 29 (??/??/92)  339.452  (m)         1113.69   (f) ADJ UNCH    1 2
 NM0847
 NM0847.Superseded values are not recommended for survey control.
 NM0847
 NM0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0847.See file dsdata.pdf to determine how the superseded data were derived.
 NM0847
 NM0847_MARKER: DB = BENCH MARK DISK
 NM0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0847_STAMPING: L 324 1948
 NM0847_MARK LOGO: CGS
 NM0847_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0847+STABILITY: SURFACE MOTION
 NM0847
 NM0847  HISTORY     - Date     Condition        Report By
 NM0847  HISTORY     - 1948     MONUMENTED       CGS
 NM0847  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0847
 NM0847                          STATION DESCRIPTION
 NM0847
 NM0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0847'1.5 MI SE FROM JEFFERSON.
 NM0847'1.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0847'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, AT A PRIVATE
 NM0847'ROAD CROSSING, ABOUT MIDWAY BETWEEN THE 3RD. AND 4TH. POLES
 NM0847'NORTHWEST OF MILEPOST 101, 27.7 FEET SOUTHWEST OF THE SOUTHWEST
 NM0847'RAIL OF THE TRACK, 18.0 FEET NORTHWEST OF THE CENTER LINE OF A
 NM0847'ROAD, 8.3 FEET NORTHWEST OF THE NORTHWEST GATE POST, 2.3 FEET
 NM0847'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHEAST
 NM0847'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0847'0.5 FOOT ABOVE THE GROUND.
 NM0847
 NM0847                          STATION RECOVERY (2012)
 NM0847
 NM0847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0847'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0938 ***********************************************************************
 NM0938  DESIGNATION -  L 325
 NM0938  PID         -  NM0938
 NM0938  STATE/COUNTY-  SD/UNION
 NM0938  COUNTRY     -  US
 NM0938  USGS QUAD   -  PONCA (2017)
 NM0938
 NM0938                         *CURRENT SURVEY CONTROL
 NM0938  ______________________________________________________________________
 NM0938* NAD 83(1986) POSITION- 42 33 42.     (N) 096 37 31.     (W)   SCALED
 NM0938* NAVD 88 ORTHO HEIGHT -   337.718 (meters)     1108.00  (feet) ADJUSTED
 NM0938  ______________________________________________________________________
 NM0938  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 NM0938  DYNAMIC HEIGHT  -        337.612 (meters)     1107.65  (feet) COMP
 NM0938  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 NM0938
 NM0938  VERT ORDER      -  SECOND    CLASS 0
 NM0938
 NM0938.The horizontal coordinates were scaled from a map and have
 NM0938.an estimated accuracy of +/- 6 seconds.
 NM0938
 NM0938.The orthometric height was determined by differential leveling and
 NM0938.adjusted by the NATIONAL GEODETIC SURVEY
 NM0938.in June 1991.
 NM0938
 NM0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0938.GEOID18 height accuracy estimate available here.
 NM0938
 NM0938.Click photographs - Photos may exist for this station.
 NM0938
 NM0938.The dynamic height is computed by dividing the NAVD 88
 NM0938.geopotential number by the normal gravity value computed on the
 NM0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0938.degrees latitude (g = 980.6199 gals.).
 NM0938
 NM0938.The modeled gravity was interpolated from observed gravity values.
 NM0938
 NM0938;                    North         East    Units  Estimated Accuracy
 NM0938;SPC SD S     -    32,160.      904,420.      MT  (+/- 180 meters Scaled)
 NM0938
 NM0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN949148(NAD 83)
 NM0938
 NM0938                          SUPERSEDED SURVEY CONTROL
 NM0938
 NM0938  NGVD 29 (??/??/92)  337.544  (m)         1107.43   (f) ADJ UNCH    2 0
 NM0938
 NM0938.Superseded values are not recommended for survey control.
 NM0938
 NM0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0938.See file dsdata.pdf to determine how the superseded data were derived.
 NM0938
 NM0938_MARKER: DB = BENCH MARK DISK
 NM0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0938_STAMPING: L 325 1948
 NM0938_MARK LOGO: CGS
 NM0938_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0938+STABILITY: SURFACE MOTION
 NM0938
 NM0938  HISTORY     - Date     Condition        Report By
 NM0938  HISTORY     - 1948     MONUMENTED       CGS
 NM0938
 NM0938                          STATION DESCRIPTION
 NM0938
 NM0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0938'6.3 MI W FROM JEFFERSON.
 NM0938'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0938'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0938'WEST ALONG A PAVED ROAD, THENCE 3.0 MILES SOUTH ALONG A GRAVEL
 NM0938'ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AT A T ROAD, 32.0
 NM0938'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 24.0
 NM0938'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 12.3 FEET
 NM0938'NORTH OF A CORNER FENCE POST, 1.4 FEET WEST OF A FENCE, 1.3
 NM0938'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0938'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0169 ***********************************************************************
 OQ0169  DESIGNATION -  L 326
 OQ0169  PID         -  OQ0169
 OQ0169  STATE/COUNTY-  SD/LINCOLN
 OQ0169  COUNTRY     -  US
 OQ0169  USGS QUAD   -  CANTON (2017)
 OQ0169
 OQ0169                         *CURRENT SURVEY CONTROL
 OQ0169  ______________________________________________________________________
 OQ0169* NAD 83(1986) POSITION- 43 20 40.     (N) 096 37 09.     (W)   SCALED
 OQ0169* NAVD 88 ORTHO HEIGHT -   419.842 (meters)     1377.43  (feet) ADJUSTED
 OQ0169  ______________________________________________________________________
 OQ0169  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 OQ0169  DYNAMIC HEIGHT  -        419.729 (meters)     1377.06  (feet) COMP
 OQ0169  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 OQ0169
 OQ0169  VERT ORDER      -  FIRST     CLASS II
 OQ0169
 OQ0169.The horizontal coordinates were scaled from a map and have
 OQ0169.an estimated accuracy of +/- 6 seconds.
 OQ0169
 OQ0169.The orthometric height was determined by differential leveling and
 OQ0169.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0169.in June 1991.
 OQ0169
 OQ0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0169.GEOID18 height accuracy estimate available here.
 OQ0169
 OQ0169.Click photographs - Photos may exist for this station.
 OQ0169
 OQ0169.The dynamic height is computed by dividing the NAVD 88
 OQ0169.geopotential number by the normal gravity value computed on the
 OQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0169.degrees latitude (g = 980.6199 gals.).
 OQ0169
 OQ0169.The modeled gravity was interpolated from observed gravity values.
 OQ0169
 OQ0169;                    North         East    Units  Estimated Accuracy
 OQ0169;SPC SD S     -   119,060.      901,040.      MT  (+/- 180 meters Scaled)
 OQ0169
 OQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP929018(NAD 83)
 OQ0169
 OQ0169                          SUPERSEDED SURVEY CONTROL
 OQ0169
 OQ0169  NGVD 29 (??/??/92)  419.594  (m)         1376.62   (f) ADJ UNCH    1 2
 OQ0169
 OQ0169.Superseded values are not recommended for survey control.
 OQ0169
 OQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0169.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0169
 OQ0169_MARKER: DB = BENCH MARK DISK
 OQ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0169_STAMPING: L 326 1949
 OQ0169_MARK LOGO: CGS
 OQ0169_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0169+STABILITY: SURFACE MOTION
 OQ0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0169+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 OQ0169
 OQ0169  HISTORY     - Date     Condition        Report By
 OQ0169  HISTORY     - 1949     MONUMENTED       CGS
 OQ0169  HISTORY     - 20110401 GOOD             INDIV
 OQ0169
 OQ0169                          STATION DESCRIPTION
 OQ0169
 OQ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0169'3.6 MI NW FROM CANTON.
 OQ0169'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0169'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CANTON, THENCE 3.65
 OQ0169'MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0169'PACIFIC RAILROAD, 1 POLE SOUTHEAST OF MILEPOST 54, 5090 FEET
 OQ0169'NORTH OF THE CENTER LINE OF THE ROAD, 45.0 FEET NORTHEAST OF THE
 OQ0169'NORTHEAST RAIL, 19.0 FEET WEST OF THE CENTER OF A GATE, 1.3
 OQ0169'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHEAST
 OQ0169'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 OQ0169'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0169
 OQ0169                          STATION RECOVERY (2011)
 OQ0169
 OQ0169'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0275 ***********************************************************************
 OQ0275  DESIGNATION -  L 327
 OQ0275  PID         -  OQ0275
 OQ0275  STATE/COUNTY-  SD/MINNEHAHA
 OQ0275  COUNTRY     -  US
 OQ0275  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0275
 OQ0275                         *CURRENT SURVEY CONTROL
 OQ0275  ______________________________________________________________________
 OQ0275* NAD 83(1986) POSITION- 43 30 43.4    (N) 096 41 22.9    (W)   HD_HELD2
 OQ0275* NAVD 88 ORTHO HEIGHT -   440.081 (meters)     1443.83  (feet) ADJUSTED
 OQ0275  ______________________________________________________________________
 OQ0275  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 OQ0275  DYNAMIC HEIGHT  -        439.965 (meters)     1443.45  (feet) COMP
 OQ0275  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 OQ0275
 OQ0275  VERT ORDER      -  FIRST     CLASS II
 OQ0275
 OQ0275.The horizontal coordinates were established by autonomous hand held GPS
 OQ0275.observations and have an estimated accuracy of +/- 10 meters.
 OQ0275
 OQ0275.The orthometric height was determined by differential leveling and
 OQ0275.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0275.in June 1991.
 OQ0275
 OQ0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0275.GEOID18 height accuracy estimate available here.
 OQ0275
 OQ0275.Click photographs - Photos may exist for this station.
 OQ0275
 OQ0275.The dynamic height is computed by dividing the NAVD 88
 OQ0275.geopotential number by the normal gravity value computed on the
 OQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0275.degrees latitude (g = 980.6199 gals.).
 OQ0275
 OQ0275.The modeled gravity was interpolated from observed gravity values.
 OQ0275
 OQ0275;                    North         East    Units  Estimated Accuracy
 OQ0275;SPC SD S     -   137,406.      894,505.      MT  (+/- 10 meters HH2 GPS)
 OQ0275
 OQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8674020273(NAD 83)
 OQ0275
 OQ0275                          SUPERSEDED SURVEY CONTROL
 OQ0275
 OQ0275  NGVD 29 (??/??/92)  439.811  (m)         1442.95   (f) ADJ UNCH    1 2
 OQ0275
 OQ0275.Superseded values are not recommended for survey control.
 OQ0275
 OQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0275.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0275
 OQ0275_MARKER: DB = BENCH MARK DISK
 OQ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0275_STAMPING: L 327 1949
 OQ0275_MARK LOGO: CGS
 OQ0275_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0275+STABILITY: SURFACE MOTION
 OQ0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0275+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2011
 OQ0275
 OQ0275  HISTORY     - Date     Condition        Report By
 OQ0275  HISTORY     - 1949     MONUMENTED       CGS
 OQ0275  HISTORY     - 20091004 POOR             GEOCAC
 OQ0275  HISTORY     - 20110225 GOOD             INDIV
 OQ0275
 OQ0275                          STATION DESCRIPTION
 OQ0275
 OQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0275'3.2 MI SE FROM SIOUX FALLS.
 OQ0275'3.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0275'PACIFIC RAILROAD FROM THE OVERPASS ON U.S. HIGHWAY 16 AND STATE
 OQ0275'HIGHWAY 38 AT SIOUX FALLS, 2 POLES SOUTH OF MILEPOST 67, 49.0
 OQ0275'FEET WEST OF THE WEST RAIL, 6.0 FEET SOUTH OF A POLE, 3.6 FEET
 OQ0275'WEST OF A RIGHT-OF-WAY FENCE, 1.6 FEET NORTH OF A REFERENCE
 OQ0275'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OQ0275'ABOVE THE GROUND.
 OQ0275
 OQ0275                          STATION RECOVERY (2009)
 OQ0275
 OQ0275'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0275'MARK RECOVERED IN POOR CONDITION. IT APPEARS A MOWER RAN OVER THE MARK
 OQ0275'MAKING THE DESIGNATION MOSTLY UNREADABLE. THE MARK IS LOCATED NEAR THE
 OQ0275'PROPERTY LINE OF A PRIVATE RESIDENCE IN THE RAILROAD RIGHT OF WAY. THE
 OQ0275'POLE AND FENCE DESCRIBED IN THE DESCRIPTION NO LONGER EXIST. THE MARK
 OQ0275'IS LESS THAN 1 FOOT WEST OF AN ORANGE WITNESS POST.
 OQ0275
 OQ0275                          STATION RECOVERY (2011)
 OQ0275
 OQ0275'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0275'DISK IS UNREADABLE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0250 ***********************************************************************
 OQ0250  DESIGNATION -  L 328
 OQ0250  PID         -  OQ0250
 OQ0250  STATE/COUNTY-  SD/LINCOLN
 OQ0250  COUNTRY     -  US
 OQ0250  USGS QUAD   -  HARRISBURG (2017)
 OQ0250
 OQ0250                         *CURRENT SURVEY CONTROL
 OQ0250  ______________________________________________________________________
 OQ0250* NAD 83(1986) POSITION- 43 29 22.     (N) 096 37 43.     (W)   SCALED
 OQ0250* NAVD 88 ORTHO HEIGHT -   429.605 (meters)     1409.46  (feet) ADJUSTED
 OQ0250  ______________________________________________________________________
 OQ0250  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 OQ0250  DYNAMIC HEIGHT  -        429.492 (meters)     1409.09  (feet) COMP
 OQ0250  MODELED GRAVITY -    980,344.9   (mgal)                       NAVD 88
 OQ0250
 OQ0250  VERT ORDER      -  SECOND    CLASS 0
 OQ0250
 OQ0250.The horizontal coordinates were scaled from a map and have
 OQ0250.an estimated accuracy of +/- 6 seconds.
 OQ0250
 OQ0250.The orthometric height was determined by differential leveling and
 OQ0250.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0250.in June 1991.
 OQ0250
 OQ0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0250.GEOID18 height accuracy estimate available here.
 OQ0250
 OQ0250.Click photographs - Photos may exist for this station.
 OQ0250
 OQ0250.The dynamic height is computed by dividing the NAVD 88
 OQ0250.geopotential number by the normal gravity value computed on the
 OQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0250.degrees latitude (g = 980.6199 gals.).
 OQ0250
 OQ0250.The modeled gravity was interpolated from observed gravity values.
 OQ0250
 OQ0250;                    North         East    Units  Estimated Accuracy
 OQ0250;SPC SD S     -   135,120.      899,550.      MT  (+/- 180 meters Scaled)
 OQ0250
 OQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP917179(NAD 83)
 OQ0250
 OQ0250                          SUPERSEDED SURVEY CONTROL
 OQ0250
 OQ0250  NGVD 29 (??/??/92)  429.339  (m)         1408.59   (f) ADJ UNCH    2 0
 OQ0250
 OQ0250.Superseded values are not recommended for survey control.
 OQ0250
 OQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0250.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0250
 OQ0250_MARKER: DB = BENCH MARK DISK
 OQ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0250_STAMPING: L 328 1949
 OQ0250_MARK LOGO: CGS
 OQ0250_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0250+STABILITY: SURFACE MOTION
 OQ0250
 OQ0250  HISTORY     - Date     Condition        Report By
 OQ0250  HISTORY     - 1949     MONUMENTED       CGS
 OQ0250
 OQ0250                          STATION DESCRIPTION
 OQ0250
 OQ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0250'7.5 MI NE FROM HARRISBURG.
 OQ0250'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0250'AT HARRISBURG, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0250'THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, AT THE FARM HOME
 OQ0250'OF J.P. EGGE AND OCCUPIED BY STEVEN SEHR, 143.0 FEET SOUTHEAST
 OQ0250'OF THE SOUTHEAST CORNER OF THE HOUSE, 53.0 FEET EAST OF THE
 OQ0250'CENTER LINE OF THE DRIVEWAY, 30.0 FEET NORTH OF THE CENTER LINE
 OQ0250'OF THE ROAD, 10.0 FEET SOUTHEAST OF A POWER LINE POLE BEARING
 OQ0250'A TRANSFORMER, 1.2 FEET NORTH OF THE FENCE, AND SET IN THE TOP
 OQ0250'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0256 ***********************************************************************
 PR0256  DESIGNATION -  L 329
 PR0256  PID         -  PR0256
 PR0256  STATE/COUNTY-  SD/MOODY
 PR0256  COUNTRY     -  US
 PR0256  USGS QUAD   -  MEDARY (2017)
 PR0256
 PR0256                         *CURRENT SURVEY CONTROL
 PR0256  ______________________________________________________________________
 PR0256* NAD 83(1986) POSITION- 44 10 01.     (N) 096 44 59.     (W)   SCALED
 PR0256* NAVD 88 ORTHO HEIGHT -   481.453 (meters)     1579.57  (feet) ADJUSTED
 PR0256  ______________________________________________________________________
 PR0256  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 PR0256  DYNAMIC HEIGHT  -        481.350 (meters)     1579.23  (feet) COMP
 PR0256  MODELED GRAVITY -    980,388.7   (mgal)                       NAVD 88
 PR0256
 PR0256  VERT ORDER      -  SECOND    CLASS 0
 PR0256
 PR0256.The horizontal coordinates were scaled from a map and have
 PR0256.an estimated accuracy of +/- 6 seconds.
 PR0256
 PR0256.The orthometric height was determined by differential leveling and
 PR0256.adjusted by the NATIONAL GEODETIC SURVEY
 PR0256.in June 1991.
 PR0256
 PR0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0256.GEOID18 height accuracy estimate available here.
 PR0256
 PR0256.Click photographs - Photos may exist for this station.
 PR0256
 PR0256.The dynamic height is computed by dividing the NAVD 88
 PR0256.geopotential number by the normal gravity value computed on the
 PR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0256.degrees latitude (g = 980.6199 gals.).
 PR0256
 PR0256.The modeled gravity was interpolated from observed gravity values.
 PR0256
 PR0256;                    North         East    Units  Estimated Accuracy
 PR0256;SPC SD S     -   209,890.      886,520.      MT  (+/- 180 meters Scaled)
 PR0256
 PR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799928(NAD 83)
 PR0256
 PR0256                          SUPERSEDED SURVEY CONTROL
 PR0256
 PR0256  NGVD 29 (??/??/92)  481.187  (m)         1578.69   (f) ADJ UNCH    2 0
 PR0256
 PR0256.Superseded values are not recommended for survey control.
 PR0256
 PR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0256.See file dsdata.pdf to determine how the superseded data were derived.
 PR0256
 PR0256_MARKER: DB = BENCH MARK DISK
 PR0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0256_SP_SET: TWIN CULVERT
 PR0256_STAMPING: L 329 1949
 PR0256_MARK LOGO: CGS
 PR0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0256
 PR0256  HISTORY     - Date     Condition        Report By
 PR0256  HISTORY     - 1949     MONUMENTED       CGS
 PR0256
 PR0256                          STATION DESCRIPTION
 PR0256
 PR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0256'12.4 MI S FROM BROOKINGS.
 PR0256'7.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0256'BROOKINGS, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PR0256'3.1 MILES SOUTH ALONG A GRAVELED ROAD, 0.5 MILE SOUTH OF DURLAND
 PR0256'SCHOOL, AT A ROAD INTERSECTION, 80.0 FEET WEST OF THE CENTER
 PR0256'LINE OF A NORTH-SOUTH ROAD, 13.0 FEET NORTH OF THE CENTER LINE
 PR0256'OF AN EAST-WEST ROAD, AND SET IN THE TOP OF THE EAST END OF
 PR0256'THE NORTH HEADWALL OF A 15-FOOT TWIN CHANNEL CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0371 ***********************************************************************
 PR0371  DESIGNATION -  L 330
 PR0371  PID         -  PR0371
 PR0371  STATE/COUNTY-  SD/HAMLIN
 PR0371  COUNTRY     -  US
 PR0371  USGS QUAD   -  ESTELLINE (2017)
 PR0371
 PR0371                         *CURRENT SURVEY CONTROL
 PR0371  ______________________________________________________________________
 PR0371* NAD 83(1986) POSITION- 44 33 29.     (N) 096 54 19.     (W)   SCALED
 PR0371* NAVD 88 ORTHO HEIGHT -   502.092 (meters)     1647.28  (feet) ADJUSTED
 PR0371  ______________________________________________________________________
 PR0371  GEOID HEIGHT    -        -24.946 (meters)                     GEOID18
 PR0371  DYNAMIC HEIGHT  -        502.019 (meters)     1647.04  (feet) COMP
 PR0371  MODELED GRAVITY -    980,455.5   (mgal)                       NAVD 88
 PR0371
 PR0371  VERT ORDER      -  SECOND    CLASS 0
 PR0371
 PR0371.The horizontal coordinates were scaled from a map and have
 PR0371.an estimated accuracy of +/- 6 seconds.
 PR0371
 PR0371.The orthometric height was determined by differential leveling and
 PR0371.adjusted by the NATIONAL GEODETIC SURVEY
 PR0371.in June 1991.
 PR0371
 PR0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0371.GEOID18 height accuracy estimate available here.
 PR0371
 PR0371.Click photographs - Photos may exist for this station.
 PR0371
 PR0371.The dynamic height is computed by dividing the NAVD 88
 PR0371.geopotential number by the normal gravity value computed on the
 PR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0371.degrees latitude (g = 980.6199 gals.).
 PR0371
 PR0371.The modeled gravity was interpolated from observed gravity values.
 PR0371
 PR0371;                    North         East    Units  Estimated Accuracy
 PR0371;SPC SD N     -    85,230.      845,810.      MT  (+/- 180 meters Scaled)
 PR0371
 PR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ663359(NAD 83)
 PR0371
 PR0371                          SUPERSEDED SURVEY CONTROL
 PR0371
 PR0371  NGVD 29 (??/??/92)  501.818  (m)         1646.38   (f) ADJ UNCH    2 0
 PR0371
 PR0371.Superseded values are not recommended for survey control.
 PR0371
 PR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0371.See file dsdata.pdf to determine how the superseded data were derived.
 PR0371
 PR0371_MARKER: DB = BENCH MARK DISK
 PR0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0371_STAMPING: L 330 1949
 PR0371_MARK LOGO: CGS
 PR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0371+STABILITY: SURFACE MOTION
 PR0371
 PR0371  HISTORY     - Date     Condition        Report By
 PR0371  HISTORY     - 1949     MONUMENTED       CGS
 PR0371
 PR0371                          STATION DESCRIPTION
 PR0371
 PR0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0371'1.1 MI S FROM ESTELLINE.
 PR0371'0.1 MI W ALONG A GRAVELED ST FROM THE CHICAGO AND NORTH WESTERN RY
 PR0371'STATION AT ESTELLINE, THENCE 1 MI S ALONG A GRAVELED RD, AT A
 PR0371'ROAD INTERSECTION, 83 FT E OF THE CENTER LINE OF A N-S ROAD,
 PR0371'24 FT S OF THE CENTER LINE OF AN E-W ROAD, 2 FT W OF A REFERENCE
 PR0371'POST, 1.4 FT N OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PR0371'PROJECTING 0.5 FT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0355 ***********************************************************************
 PT0355  DESIGNATION -  L 332
 PT0355  PID         -  PT0355
 PT0355  STATE/COUNTY-  SD/HUGHES
 PT0355  COUNTRY     -  US
 PT0355  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0355
 PT0355                         *CURRENT SURVEY CONTROL
 PT0355  ______________________________________________________________________
 PT0355* NAD 83(1986) POSITION- 44 30 53.     (N) 100 31 17.     (W)   SCALED
 PT0355* NAVD 88 ORTHO HEIGHT -   443.909 (meters)     1456.39  (feet) ADJUSTED
 PT0355  ______________________________________________________________________
 PT0355  GEOID HEIGHT    -        -22.893 (meters)                     GEOID18
 PT0355  DYNAMIC HEIGHT  -        443.824 (meters)     1456.11  (feet) COMP
 PT0355  MODELED GRAVITY -    980,414.9   (mgal)                       NAVD 88
 PT0355
 PT0355  VERT ORDER      -  FIRST     CLASS II
 PT0355
 PT0355.The horizontal coordinates were scaled from a map and have
 PT0355.an estimated accuracy of +/- 6 seconds.
 PT0355
 PT0355.The orthometric height was determined by differential leveling and
 PT0355.adjusted by the NATIONAL GEODETIC SURVEY
 PT0355.in June 1991.
 PT0355
 PT0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0355.GEOID18 height accuracy estimate available here.
 PT0355
 PT0355.Click photographs - Photos may exist for this station.
 PT0355
 PT0355.The dynamic height is computed by dividing the NAVD 88
 PT0355.geopotential number by the normal gravity value computed on the
 PT0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0355.degrees latitude (g = 980.6199 gals.).
 PT0355
 PT0355.The modeled gravity was interpolated from observed gravity values.
 PT0355
 PT0355;                    North         East    Units  Estimated Accuracy
 PT0355;SPC SD S     -   242,370.      585,050.      MT  (+/- 180 meters Scaled)
 PT0355
 PT0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ790301(NAD 83)
 PT0355
 PT0355                          SUPERSEDED SURVEY CONTROL
 PT0355
 PT0355  NGVD 29 (??/??/92)  443.525  (m)         1455.13   (f) ADJ UNCH    1 2
 PT0355
 PT0355.Superseded values are not recommended for survey control.
 PT0355
 PT0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0355.See file dsdata.pdf to determine how the superseded data were derived.
 PT0355
 PT0355_MARKER: DB = BENCH MARK DISK
 PT0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0355_STAMPING: L 332 1949
 PT0355_MARK LOGO: CGS
 PT0355_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0355+STABILITY: SURFACE MOTION
 PT0355
 PT0355  HISTORY     - Date     Condition        Report By
 PT0355  HISTORY     - 1949     MONUMENTED       CGS
 PT0355  HISTORY     - 1951     GOOD             CGS
 PT0355
 PT0355                          STATION DESCRIPTION
 PT0355
 PT0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0355'20.5 MI NW FROM PIERRE.
 PT0355'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0355'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0355'GRAY GOOSE DANCE HALL, THENCE 5.0 MILES WEST ALONG A GRAVELED
 PT0355'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.85
 PT0355'MILES WEST ALONG A DIRT ROAD, THENCE 1.45 MILES NORTHWEST ALONG
 PT0355'A DIRT ROAD TO A STEEL BRIDGE, THENCE 0.3 MILE SOUTH ALONG A
 PT0355'TRAIL ROAD WHICH RUNS ALONG THE EAST EDGE OF A GROVE OF TREES,
 PT0355'PASS THROUGH A WIRE GATE AND CONTINUE 0.5 MILE SOUTH THROUGH
 PT0355'A ALFALFA FIELD, THENCE 0.1 MILE SOUTH TO A FORK IN THE ROAD,
 PT0355'TAKE LEFT FORK AND CONTINUE SOUTH FOR 0.9 MILE ALONG THE WEST
 PT0355'EDGE AND FOOT OF BLUFFS TO A FENCE LINE, 81 FEET EAST OF THE
 PT0355'EAST BANK OF THE MISSOURI RIVER, 43 FEET WEST OF THE FOOT OF
 PT0355'BLUFF AND A FENCE CORNER, 28 FEET EAST OF EAST GATE POST, 1.7
 PT0355'FEET NORTH OF A FENCE LINE, 1.4 FEET WEST OF A REFERENCE POST,
 PT0355'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 PT0355'GROUND.
 PT0355
 PT0355                          STATION RECOVERY (1951)
 PT0355
 PT0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0480 ***********************************************************************
 OR0480  DESIGNATION -  L 333
 OR0480  PID         -  OR0480
 OR0480  STATE/COUNTY-  SD/BRULE
 OR0480  COUNTRY     -  US
 OR0480  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0480
 OR0480                         *CURRENT SURVEY CONTROL
 OR0480  ______________________________________________________________________
 OR0480* NAD 83(1986) POSITION- 43 47 31.     (N) 099 19 01.     (W)   SCALED
 OR0480* NAVD 88 ORTHO HEIGHT -   524.996 (meters)     1722.42  (feet) ADJUSTED
 OR0480  ______________________________________________________________________
 OR0480  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 OR0480  DYNAMIC HEIGHT  -        524.856 (meters)     1721.97  (feet) COMP
 OR0480  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 OR0480
 OR0480  VERT ORDER      -  SECOND    CLASS 0
 OR0480
 OR0480.This mark is at Chamberlain Airport (9V9)
 OR0480
 OR0480.The horizontal coordinates were scaled from a map and have
 OR0480.an estimated accuracy of +/- 6 seconds.
 OR0480
 OR0480.The orthometric height was determined by differential leveling and
 OR0480.adjusted by the NATIONAL GEODETIC SURVEY
 OR0480.in June 1991.
 OR0480
 OR0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0480.GEOID18 height accuracy estimate available here.
 OR0480
 OR0480.Click photographs - Photos may exist for this station.
 OR0480
 OR0480.The dynamic height is computed by dividing the NAVD 88
 OR0480.geopotential number by the normal gravity value computed on the
 OR0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0480.degrees latitude (g = 980.6199 gals.).
 OR0480
 OR0480.The modeled gravity was interpolated from observed gravity values.
 OR0480
 OR0480;                    North         East    Units  Estimated Accuracy
 OR0480;SPC SD S     -   162,540.      681,800.      MT  (+/- 180 meters Scaled)
 OR0480
 OR0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP745488(NAD 83)
 OR0480
 OR0480                          SUPERSEDED SURVEY CONTROL
 OR0480
 OR0480  NGVD 29 (??/??/92)  524.656  (m)         1721.31   (f) ADJ UNCH    2 0
 OR0480
 OR0480.Superseded values are not recommended for survey control.
 OR0480
 OR0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0480.See file dsdata.pdf to determine how the superseded data were derived.
 OR0480
 OR0480_MARKER: DB = BENCH MARK DISK
 OR0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0480_STAMPING: L 333 1949
 OR0480_MARK LOGO: CGS
 OR0480_PROJECTION: FLUSH
 OR0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0480+STABILITY: SURFACE MOTION
 OR0480
 OR0480  HISTORY     - Date     Condition        Report By
 OR0480  HISTORY     - 1949     MONUMENTED       CGS
 OR0480  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0480  HISTORY     - 19960509 MARK NOT FOUND   NGS
 OR0480
 OR0480                          STATION DESCRIPTION
 OR0480
 OR0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0480'T FROM AT CHAMBERLAIN MUNICIPAL AIRPOR.
 OR0480'AT CHAMBERLAIN MUNICIPAL AIRPORT, BRULE COUNTY, AT THE MOST
 OR0480'EASTERLY HANGAR, 3.5 FEET NORTHWEST OF THE SOUTHWEST CORNE,
 OR0480'1 FOOT WEST OF THE WEST WALL, AND 1 FOOT SOUTH OF A WHITE WOODEN
 OR0480'WITNESS POST.  A STANDARD DISK, STAMPED L 333 1949 AND SET IN
 OR0480'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OR0480
 OR0480                          STATION RECOVERY (1974)
 OR0480
 OR0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0480'MARK NOT FOUND.
 OR0480
 OR0480                          STATION RECOVERY (1996)
 OR0480
 OR0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0480'SEARCHED FOR NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0479 ***********************************************************************
 OT0479  DESIGNATION -  L 334
 OT0479  PID         -  OT0479
 OT0479  STATE/COUNTY-  SD/FALL RIVER
 OT0479  COUNTRY     -  US
 OT0479  USGS QUAD   -  BURDOCK (2017)
 OT0479
 OT0479                         *CURRENT SURVEY CONTROL
 OT0479  ______________________________________________________________________
 OT0479* NAD 83(1986) POSITION- 43 23 30.     (N) 103 55 10.     (W)   SCALED
 OT0479* NAVD 88 ORTHO HEIGHT -  1064.930 (meters)     3493.86  (feet) ADJUSTED
 OT0479  ______________________________________________________________________
 OT0479  GEOID HEIGHT    -        -14.835 (meters)                     GEOID18
 OT0479  DYNAMIC HEIGHT  -       1064.490 (meters)     3492.41  (feet) COMP
 OT0479  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 OT0479
 OT0479  VERT ORDER      -  FIRST     CLASS II
 OT0479
 OT0479.The horizontal coordinates were scaled from a map and have
 OT0479.an estimated accuracy of +/- 6 seconds.
 OT0479
 OT0479.The orthometric height was determined by differential leveling and
 OT0479.adjusted by the NATIONAL GEODETIC SURVEY
 OT0479.in June 1991.
 OT0479
 OT0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0479.GEOID18 height accuracy estimate available here.
 OT0479
 OT0479.Click photographs - Photos may exist for this station.
 OT0479
 OT0479.The dynamic height is computed by dividing the NAVD 88
 OT0479.geopotential number by the normal gravity value computed on the
 OT0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0479.degrees latitude (g = 980.6199 gals.).
 OT0479
 OT0479.The modeled gravity was interpolated from observed gravity values.
 OT0479
 OT0479;                    North         East    Units  Estimated Accuracy
 OT0479;SPC SD S     -   123,840.      309,560.      MT  (+/- 180 meters Scaled)
 OT0479
 OT0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ875048(NAD 83)
 OT0479
 OT0479                          SUPERSEDED SURVEY CONTROL
 OT0479
 OT0479  NGVD 29 (??/??/92) 1064.393  (m)         3492.10   (f) ADJ UNCH    1 2
 OT0479
 OT0479.Superseded values are not recommended for survey control.
 OT0479
 OT0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0479.See file dsdata.pdf to determine how the superseded data were derived.
 OT0479
 OT0479_MARKER: DB = BENCH MARK DISK
 OT0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0479_STAMPING: L 334 1957
 OT0479_MARK LOGO: CGS
 OT0479_PROJECTION: FLUSH
 OT0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0479_ROD/PIPE-DEPTH: 5.6 meters
 OT0479
 OT0479  HISTORY     - Date     Condition        Report By
 OT0479  HISTORY     - 1957     MONUMENTED       CGS
 OT0479  HISTORY     - 1985     POOR             NGS
 OT0479
 OT0479                          STATION DESCRIPTION
 OT0479
 OT0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0479'8.1 MI NW FROM EDGEMONT.
 OT0479'ABOUT 8.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0479'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 31,
 OT0479'T. 7 S., R. 2 E., 67 FEET NORTHEAST OF THE NORTHEAST RAIL, 70
 OT0479'FEET NORTH-NORTHEAST OF THE CENTER OF ROAD CROSSING, 31 FEET
 OT0479'NORTHWEST OF THE CENTER LINE OF THE ROAD, 96 FEET SOUTHEAST OF
 OT0479'THE SOUTH CORNER OF THE SECTION FOREMANS HOUSE AT MARIETTA, 45.5
 OT0479'FEET NORTHEAST OF THE NORTHEAST RAIL OF SIDE TRACK, 8 1/2 FEET
 OT0479'SOUTHEAST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A CONCRETE
 OT0479'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A DISK
 OT0479'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 OT0479'18.5 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE THAT PROJECTS
 OT0479'8 INCHES.
 OT0479
 OT0479                          STATION RECOVERY (1985)
 OT0479
 OT0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0479'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  13.9 KM
 OT0479'(8.7 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OT0479'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0479'THENCE 0.65 KM (0.4 MI) WEST ALONG A DIRT ROAD, AT THE BURLINGTON
 OT0479'NORTHERN MARIETTA RAILROAD SIDING, 9.4 METERS (31 FT) NORTHEAST OF THE
 OT0479'CENTER OF THE ROAD, 13.9 METERS (45.5 FT) NORTHEAST OF THE NORTHEAST
 OT0479'RAIL OF THE SIDE TRACK AND 2.6 METERS (8.5 FT) SOUTHEAST OF A
 OT0479'TELEPHONE POLE.  NOTE--MARK HAS BEEN RUN OVER AND DISK IS BENT AND
 OT0479'INCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 OT0479'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0479'THE MARK IS 1.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0432 ***********************************************************************
 OT0432  DESIGNATION -  L 335
 OT0432  PID         -  OT0432
 OT0432  STATE/COUNTY-  SD/FALL RIVER
 OT0432  COUNTRY     -  US
 OT0432  USGS QUAD   -  ARDMORE (2017)
 OT0432
 OT0432                         *CURRENT SURVEY CONTROL
 OT0432  ______________________________________________________________________
 OT0432* NAD 83(1986) POSITION- 43 01 49.     (N) 103 39 40.     (W)   SCALED
 OT0432* NAVD 88 ORTHO HEIGHT -  1081.784 (meters)     3549.15  (feet) ADJUSTED
 OT0432  ______________________________________________________________________
 OT0432  GEOID HEIGHT    -        -15.978 (meters)                     GEOID18
 OT0432  DYNAMIC HEIGHT  -       1081.294 (meters)     3547.55  (feet) COMP
 OT0432  MODELED GRAVITY -    980,130.2   (mgal)                       NAVD 88
 OT0432
 OT0432  VERT ORDER      -  FIRST     CLASS II
 OT0432
 OT0432.The horizontal coordinates were scaled from a map and have
 OT0432.an estimated accuracy of +/- 6 seconds.
 OT0432
 OT0432.The orthometric height was determined by differential leveling and
 OT0432.adjusted by the NATIONAL GEODETIC SURVEY
 OT0432.in June 1991.
 OT0432
 OT0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0432.GEOID18 height accuracy estimate available here.
 OT0432
 OT0432.Click photographs - Photos may exist for this station.
 OT0432
 OT0432.The dynamic height is computed by dividing the NAVD 88
 OT0432.geopotential number by the normal gravity value computed on the
 OT0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0432.degrees latitude (g = 980.6199 gals.).
 OT0432
 OT0432.The modeled gravity was interpolated from observed gravity values.
 OT0432
 OT0432;                    North         East    Units  Estimated Accuracy
 OT0432;SPC SD S     -    82,860.      328,870.      MT  (+/- 180 meters Scaled)
 OT0432
 OT0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH090650(NAD 83)
 OT0432
 OT0432                          SUPERSEDED SURVEY CONTROL
 OT0432
 OT0432  NGVD 29 (??/??/92) 1081.232  (m)         3547.34   (f) ADJ UNCH    1 2
 OT0432
 OT0432.Superseded values are not recommended for survey control.
 OT0432
 OT0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0432.See file dsdata.pdf to determine how the superseded data were derived.
 OT0432
 OT0432_MARKER: DB = BENCH MARK DISK
 OT0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0432_STAMPING: L 335 1957
 OT0432_MARK LOGO: CGS
 OT0432_PROJECTION: PROJECTING 18 CENTIMETERS
 OT0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0432+STABILITY: SURFACE MOTION
 OT0432
 OT0432  HISTORY     - Date     Condition        Report By
 OT0432  HISTORY     - 1957     MONUMENTED       CGS
 OT0432  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0432
 OT0432                          STATION DESCRIPTION
 OT0432
 OT0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0432'0.6 MI N FROM ARDMORE.
 OT0432'ABOUT 0.65 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0432'RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 4, T. 12 S.,
 OT0432'R. 4 E., 70 FEET NORTHEAST OF MILEPOST 451, 76 FEET EAST OF THE
 OT0432'EAST RAIL, 56 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 OT0432'87, 27 FEET SOUTH OF A POLE, ABOUT 4 FEET BELOW THE LEVEL
 OT0432'OF THE RAIL, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 OT0432'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 OT0432
 OT0432                          STATION RECOVERY (1985)
 OT0432
 OT0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0432'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0128 ***********************************************************************
 OR0128  DESIGNATION -  L 336
 OR0128  PID         -  OR0128
 OR0128  STATE/COUNTY-  SD/CHARLES MIX
 OR0128  COUNTRY     -  US
 OR0128  USGS QUAD   -  WAGNER SW (2017)
 OR0128
 OR0128                         *CURRENT SURVEY CONTROL
 OR0128  ______________________________________________________________________
 OR0128* NAD 83(1986) POSITION- 43 00 47.     (N) 098 29 06.     (W)   SCALED
 OR0128* NAVD 88 ORTHO HEIGHT -   474.225 (meters)     1555.85  (feet) ADJUSTED
 OR0128  ______________________________________________________________________
 OR0128  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 OR0128  DYNAMIC HEIGHT  -        474.066 (meters)     1555.33  (feet) COMP
 OR0128  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OR0128
 OR0128  VERT ORDER      -  SECOND    CLASS 0
 OR0128
 OR0128.The horizontal coordinates were scaled from a map and have
 OR0128.an estimated accuracy of +/- 6 seconds.
 OR0128
 OR0128.The orthometric height was determined by differential leveling and
 OR0128.adjusted by the NATIONAL GEODETIC SURVEY
 OR0128.in June 1991.
 OR0128
 OR0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0128.GEOID18 height accuracy estimate available here.
 OR0128
 OR0128.Click photographs - Photos may exist for this station.
 OR0128
 OR0128.The dynamic height is computed by dividing the NAVD 88
 OR0128.geopotential number by the normal gravity value computed on the
 OR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0128.degrees latitude (g = 980.6199 gals.).
 OR0128
 OR0128.The modeled gravity was interpolated from observed gravity values.
 OR0128
 OR0128;                    North         East    Units  Estimated Accuracy
 OR0128;SPC SD S     -    77,190.      750,670.      MT  (+/- 180 meters Scaled)
 OR0128
 OR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN419623(NAD 83)
 OR0128
 OR0128                          SUPERSEDED SURVEY CONTROL
 OR0128
 OR0128  NGVD 29 (??/??/92)  473.935  (m)         1554.90   (f) ADJ UNCH    2 0
 OR0128
 OR0128.Superseded values are not recommended for survey control.
 OR0128
 OR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0128.See file dsdata.pdf to determine how the superseded data were derived.
 OR0128
 OR0128_MARKER: DB = BENCH MARK DISK
 OR0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0128_STAMPING: L 336 1949
 OR0128_MARK LOGO: CGS
 OR0128_PROJECTION: PROJECTING 12 CENTIMETERS
 OR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0128+STABILITY: SURFACE MOTION
 OR0128
 OR0128  HISTORY     - Date     Condition        Report By
 OR0128  HISTORY     - 1949     MONUMENTED       CGS
 OR0128
 OR0128                          STATION DESCRIPTION
 OR0128
 OR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0128'6.8 MI S FROM PICKSTOWN.
 OR0128'0.2 MILE EAST ALONG WHITE SWAM STREET FROM THE POST OFFICE AT
 OR0128'PICKSTOWN, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, THENCE 4.5
 OR0128'MILES SOUTH ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE IN THE
 OR0128'ROAD WITH TANGENTS LEADING NORTHWEST AND EAST, ABOUT 0.1 MILE
 OR0128'WEST OF A CURVE WITH TANGENTS LEADING WEST AND SOUTH, AT AN
 OR0128'ANGLE IN A FENCE, 28.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OR0128'ROAD, 1.8 FEET NORTHEAST OF THE FENCE, 1.5 FEET SOUTHEAST OF A
 OR0128'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0128'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0303 ***********************************************************************
 OR0303  DESIGNATION -  L 337
 OR0303  PID         -  OR0303
 OR0303  STATE/COUNTY-  SD/GREGORY
 OR0303  COUNTRY     -  US
 OR0303  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0303
 OR0303                         *CURRENT SURVEY CONTROL
 OR0303  ______________________________________________________________________
 OR0303* NAD 83(1986) POSITION- 43 01 27.     (N) 098 46 45.     (W)   SCALED
 OR0303* NAVD 88 ORTHO HEIGHT -   574.395 (meters)     1884.49  (feet) ADJUSTED
 OR0303  ______________________________________________________________________
 OR0303  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 OR0303  DYNAMIC HEIGHT  -        574.185 (meters)     1883.81  (feet) COMP
 OR0303  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 OR0303
 OR0303  VERT ORDER      -  FIRST     CLASS II
 OR0303
 OR0303.The horizontal coordinates were scaled from a map and have
 OR0303.an estimated accuracy of +/- 6 seconds.
 OR0303
 OR0303.The orthometric height was determined by differential leveling and
 OR0303.adjusted by the NATIONAL GEODETIC SURVEY
 OR0303.in June 1991.
 OR0303
 OR0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0303.GEOID18 height accuracy estimate available here.
 OR0303
 OR0303.Click photographs - Photos may exist for this station.
 OR0303
 OR0303.The dynamic height is computed by dividing the NAVD 88
 OR0303.geopotential number by the normal gravity value computed on the
 OR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0303.degrees latitude (g = 980.6199 gals.).
 OR0303
 OR0303.The modeled gravity was interpolated from observed gravity values.
 OR0303
 OR0303;                    North         East    Units  Estimated Accuracy
 OR0303;SPC SD S     -    77,930.      726,670.      MT  (+/- 180 meters Scaled)
 OR0303
 OR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN179635(NAD 83)
 OR0303
 OR0303                          SUPERSEDED SURVEY CONTROL
 OR0303
 OR0303  NGVD 29 (??/??/92)  574.078  (m)         1883.45   (f) ADJ UNCH    1 2
 OR0303
 OR0303.Superseded values are not recommended for survey control.
 OR0303
 OR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0303.See file dsdata.pdf to determine how the superseded data were derived.
 OR0303
 OR0303_MARKER: DB = BENCH MARK DISK
 OR0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0303_STAMPING: L 337 1949
 OR0303_MARK LOGO: CGS
 OR0303_PROJECTION: FLUSH
 OR0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0303+STABILITY: SURFACE MOTION
 OR0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0303+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1993
 OR0303
 OR0303  HISTORY     - Date     Condition        Report By
 OR0303  HISTORY     - 1949     MONUMENTED       CGS
 OR0303  HISTORY     - 19931005 GOOD             NGS
 OR0303  HISTORY     - 20120115 MARK NOT FOUND   INDIV
 OR0303
 OR0303                          STATION DESCRIPTION
 OR0303
 OR0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0303'5.6 MI E FROM FAIRFAX.
 OR0303'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0303'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 5.1 MILES
 OR0303'EAST ALONG STATE HIGHWAY NO. 54, AT A T-JUNCTION OF THE HIGHWAY
 OR0303'AND A PRIVATE ROAD LEADING SOUTH, 46.0 FEET SOUTH OF THE CENTER
 OR0303'LINE OF THE HIGHWAY, 35.0 FEET EAST OF THE CENTER LINE OF THE
 OR0303'SIDE ROAD, 10.0 FEET SOUTH OF A CORNER FENCE POST, 9.0 FEET SOUTH
 OR0303'OF A POWER LINE POLE, 0.7 FOOT WEST OF A FENCE, 1.6 FEET NORTH OF
 OR0303'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 OR0303'WITH THE GROUND.
 OR0303
 OR0303                          STATION RECOVERY (1993)
 OR0303
 OR0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0303'18.8 KM (11.70 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0303'OF MAIN STREET IN BONESTEEL, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 OR0303'A GRAVELED ROAD, 14.0 M (45.9 FT) SOUTH OF THE CENTER OF A GRAVELED
 OR0303'ROAD, 10.7 M (35.1 FT) EAST OF THE CENTER OF THE ROAD, 3.0 M (9.8 FT)
 OR0303'SOUTH OF A FENCE CORNER, 0.2 M (0.7 FT) WEST OF A FENCE, AND THE
 OR0303'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR0303
 OR0303                          STATION RECOVERY (2012)
 OR0303
 OR0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0071 ***********************************************************************
 NN0071  DESIGNATION -  L 338 RESET
 NN0071  PID         -  NN0071
 NN0071  STATE/COUNTY-  SD/CHARLES MIX
 NN0071  COUNTRY     -  US
 NN0071  USGS QUAD   -  VERDEL (2017)
 NN0071
 NN0071                         *CURRENT SURVEY CONTROL
 NN0071  ______________________________________________________________________
 NN0071* NAD 83(1986) POSITION- 42 51 31.     (N) 098 10 19.     (W)   SCALED
 NN0071* NAVD 88 ORTHO HEIGHT -   378.93  (meters)     1243.2   (feet) RESET
 NN0071  ______________________________________________________________________
 NN0071  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 NN0071  VERT ORDER      -  THIRD
 NN0071
 NN0071.The horizontal coordinates were scaled from a map and have
 NN0071.an estimated accuracy of +/- 6 seconds.
 NN0071
 NN0071.The orthometric height was computed from unverified reset data.
 NN0071
 NN0071.No vertical observational check was made to the station.
 NN0071
 NN0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0071.GEOID18 height accuracy estimate available here.
 NN0071
 NN0071.Click photographs - Photos may exist for this station.
 NN0071
 NN0071;                    North         East    Units  Estimated Accuracy
 NN0071;SPC SD S     -    60,650.      776,620.      MT  (+/- 180 meters Scaled)
 NN0071
 NN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN676454(NAD 83)
 NN0071
 NN0071                          SUPERSEDED SURVEY CONTROL
 NN0071
 NN0071  NGVD 29 (04/17/07)  378.70   (m)         1242.5    (f) RESET       3  
 NN0071
 NN0071.Superseded values are not recommended for survey control.
 NN0071
 NN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0071.See file dsdata.pdf to determine how the superseded data were derived.
 NN0071
 NN0071_MARKER: DV = VERTICAL CONTROL DISK
 NN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0071_STAMPING: L 338 RESET 1975
 NN0071_MARK LOGO: NGS
 NN0071_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0071+STABILITY: SURFACE MOTION
 NN0071
 NN0071  HISTORY     - Date     Condition        Report By
 NN0071  HISTORY     - 1975     MONUMENTED       NGS
 NN0071
 NN0071                          STATION DESCRIPTION
 NN0071
 NN0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NN0071'13.1 MI SE FROM GREENWOOD.
 NN0071'13.1 MILES EAST AND SOUTHEAST ALONG THE RIVER ROAD FROM THE
 NN0071'COMMUNITY BUILDING AT GREENWOOD, TO A CONCRETE BRIDGE AND
 NN0071'CROSSROAD, 243 FEET NORTH OF THE CENTER OF THE ROAD AT THE WEST
 NN0071'END OF THE BRIDGE, 31 FEET EAST OF THE CENTER OF THE CROSSROAD,
 NN0071'1 FOOT WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 NN0071'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0607 ***********************************************************************
 OR0607  DESIGNATION -  L 339
 OR0607  PID         -  OR0607
 OR0607  STATE/COUNTY-  SD/GREGORY
 OR0607  COUNTRY     -  US
 OR0607  USGS QUAD   -  GREGORY (2017)
 OR0607
 OR0607                         *CURRENT SURVEY CONTROL
 OR0607  ______________________________________________________________________
 OR0607* NAD 83(1986) POSITION- 43 14 26.     (N) 099 23 45.     (W)   SCALED
 OR0607* NAVD 88 ORTHO HEIGHT -   659.243 (meters)     2162.87  (feet) ADJUSTED
 OR0607  ______________________________________________________________________
 OR0607  GEOID HEIGHT    -        -25.739 (meters)                     GEOID18
 OR0607  DYNAMIC HEIGHT  -        658.992 (meters)     2162.04  (feet) COMP
 OR0607  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 OR0607
 OR0607  VERT ORDER      -  SECOND    CLASS 0
 OR0607
 OR0607.The horizontal coordinates were scaled from a map and have
 OR0607.an estimated accuracy of +/- 6 seconds.
 OR0607
 OR0607.The orthometric height was determined by differential leveling and
 OR0607.adjusted by the NATIONAL GEODETIC SURVEY
 OR0607.in June 1991.
 OR0607
 OR0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0607.GEOID18 height accuracy estimate available here.
 OR0607
 OR0607.Click photographs - Photos may exist for this station.
 OR0607
 OR0607.The dynamic height is computed by dividing the NAVD 88
 OR0607.geopotential number by the normal gravity value computed on the
 OR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0607.degrees latitude (g = 980.6199 gals.).
 OR0607
 OR0607.The modeled gravity was interpolated from observed gravity values.
 OR0607
 OR0607;                    North         East    Units  Estimated Accuracy
 OR0607;SPC SD S     -   101,210.      676,140.      MT  (+/- 180 meters Scaled)
 OR0607
 OR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN678876(NAD 83)
 OR0607
 OR0607                          SUPERSEDED SURVEY CONTROL
 OR0607
 OR0607  NGVD 29 (??/??/92)  658.900  (m)         2161.74   (f) ADJ UNCH    2 0
 OR0607
 OR0607.Superseded values are not recommended for survey control.
 OR0607
 OR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0607.See file dsdata.pdf to determine how the superseded data were derived.
 OR0607
 OR0607_MARKER: DB = BENCH MARK DISK
 OR0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0607_STAMPING: L 339 1949
 OR0607_MARK LOGO: CGS
 OR0607_PROJECTION: FLUSH
 OR0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0607+STABILITY: SURFACE MOTION
 OR0607
 OR0607  HISTORY     - Date     Condition        Report By
 OR0607  HISTORY     - 1949     MONUMENTED       CGS
 OR0607  HISTORY     - 1984     GOOD             NGS
 OR0607
 OR0607                          STATION DESCRIPTION
 OR0607
 OR0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0607'2.4 MI E FROM GREGORY.
 OR0607'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0607'THENCE 1.7 MILES EAST ALONG A GRAVEL ROAD, IN THE SOUTHEAST
 OR0607'QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.2 MILE SOUTH OF A
 OR0607'RED BARN AND A RED ROOFED FARMHOUSE, 315.0 FEET SOUTH OF THE
 OR0607'CENTER LINE OF THE EAST-WEST ROAD, 24.0 FEET EAST OF THE CENTER
 OR0607'LINE OF THE NORTH-SOUTH ROAD, 9.0 FEET WEST OF A POWER LINE
 OR0607'POLE, 1.0 FOOT WEST OF A FENCE, ON THE NORTH SLOPE OF A HILL,
 OR0607'2.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 OR0607'POST AND LEVEL WITH THE GROUND.
 OR0607
 OR0607                          STATION RECOVERY (1984)
 OR0607
 OR0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0157 ***********************************************************************
 OR0157  DESIGNATION -  L 340
 OR0157  PID         -  OR0157
 OR0157  STATE/COUNTY-  SD/CHARLES MIX
 OR0157  COUNTRY     -  US
 OR0157  USGS QUAD   -  PLATTE (2017)
 OR0157
 OR0157                         *CURRENT SURVEY CONTROL
 OR0157  ______________________________________________________________________
 OR0157* NAD 83(1986) POSITION- 43 23 55.     (N) 098 49 34.     (W)   SCALED
 OR0157* NAVD 88 ORTHO HEIGHT -   493.270 (meters)     1618.34  (feet) ADJUSTED
 OR0157  ______________________________________________________________________
 OR0157  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 OR0157  DYNAMIC HEIGHT  -        493.111 (meters)     1617.82  (feet) COMP
 OR0157  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 OR0157
 OR0157  VERT ORDER      -  FIRST     CLASS II
 OR0157
 OR0157.The horizontal coordinates were scaled from a map and have
 OR0157.an estimated accuracy of +/- 6 seconds.
 OR0157
 OR0157.The orthometric height was determined by differential leveling and
 OR0157.adjusted by the NATIONAL GEODETIC SURVEY
 OR0157.in June 1991.
 OR0157
 OR0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0157.GEOID18 height accuracy estimate available here.
 OR0157
 OR0157.Click photographs - Photos may exist for this station.
 OR0157
 OR0157.The dynamic height is computed by dividing the NAVD 88
 OR0157.geopotential number by the normal gravity value computed on the
 OR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0157.degrees latitude (g = 980.6199 gals.).
 OR0157
 OR0157.The modeled gravity was interpolated from observed gravity values.
 OR0157
 OR0157;                    North         East    Units  Estimated Accuracy
 OR0157;SPC SD S     -   119,450.      722,090.      MT  (+/- 180 meters Scaled)
 OR0157
 OR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP140050(NAD 83)
 OR0157
 OR0157                          SUPERSEDED SURVEY CONTROL
 OR0157
 OR0157  NGVD 29 (??/??/92)  492.931  (m)         1617.22   (f) ADJ UNCH    1 2
 OR0157
 OR0157.Superseded values are not recommended for survey control.
 OR0157
 OR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0157.See file dsdata.pdf to determine how the superseded data were derived.
 OR0157
 OR0157_MARKER: DB = BENCH MARK DISK
 OR0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0157_STAMPING: L 340 1949
 OR0157_MARK LOGO: CGS
 OR0157_PROJECTION: FLUSH
 OR0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0157+STABILITY: SURFACE MOTION
 OR0157
 OR0157  HISTORY     - Date     Condition        Report By
 OR0157  HISTORY     - 1949     MONUMENTED       CGS
 OR0157  HISTORY     - 20121210 POOR             INDIV
 OR0157
 OR0157                          STATION DESCRIPTION
 OR0157
 OR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0157'0.8 MI N FROM PLATTE.
 OR0157'0.8 MILE NORTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 OR0157'PLATTE, CHARLES MIX COUNTY, THENCE 0.9 MILE EAST ALONG A GRAVEL
 OR0157'ROAD, AT THE MAIN ENTRANCE TO PLATTE AIRPORT, 58 FEET NORTHWEST
 OR0157'OF A SQUARE BRICK POST AT THE NORTHWEST CORNER OF A CEMETERY,
 OR0157'31 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD,
 OR0157'28 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING INTO THE
 OR0157'FIELD, 1 FOOT NORTH OF A FENCE, AND 1.4 FEET EAST OF A WHITE
 OR0157'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 340 1949 AND
 OR0157'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OR0157
 OR0157                          STATION RECOVERY (2012)
 OR0157
 OR0157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0157'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0322 ***********************************************************************
 OQ0322  DESIGNATION -  L 341
 OQ0322  PID         -  OQ0322
 OQ0322  STATE/COUNTY-  SD/MINNEHAHA
 OQ0322  COUNTRY     -  US
 OQ0322  USGS QUAD   -  RENNER (2017)
 OQ0322
 OQ0322                         *CURRENT SURVEY CONTROL
 OQ0322  ______________________________________________________________________
 OQ0322* NAD 83(1986) POSITION- 43 37 52.0    (N) 096 43 41.6    (W)   HD_HELD2
 OQ0322* NAVD 88 ORTHO HEIGHT -   437.272 (meters)     1434.62  (feet) ADJUSTED
 OQ0322  ______________________________________________________________________
 OQ0322  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 OQ0322  DYNAMIC HEIGHT  -        437.161 (meters)     1434.25  (feet) COMP
 OQ0322  MODELED GRAVITY -    980,353.5   (mgal)                       NAVD 88
 OQ0322
 OQ0322  VERT ORDER      -  FIRST     CLASS II
 OQ0322
 OQ0322.The horizontal coordinates were established by autonomous hand held GPS
 OQ0322.observations and have an estimated accuracy of +/- 10 meters.
 OQ0322
 OQ0322.The orthometric height was determined by differential leveling and
 OQ0322.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0322.in June 1991.
 OQ0322
 OQ0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0322.GEOID18 height accuracy estimate available here.
 OQ0322
 OQ0322.Click photographs - Photos may exist for this station.
 OQ0322
 OQ0322.The dynamic height is computed by dividing the NAVD 88
 OQ0322.geopotential number by the normal gravity value computed on the
 OQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0322.degrees latitude (g = 980.6199 gals.).
 OQ0322
 OQ0322.The modeled gravity was interpolated from observed gravity values.
 OQ0322
 OQ0322;                    North         East    Units  Estimated Accuracy
 OQ0322;SPC SD S     -   150,484.      890,819.      MT  (+/- 10 meters HH2 GPS)
 OQ0322
 OQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8326433410(NAD 83)
 OQ0322
 OQ0322                          SUPERSEDED SURVEY CONTROL
 OQ0322
 OQ0322  NGVD 29 (??/??/92)  436.990  (m)         1433.69   (f) ADJ UNCH    1 2
 OQ0322
 OQ0322.Superseded values are not recommended for survey control.
 OQ0322
 OQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0322.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0322
 OQ0322_MARKER: DB = BENCH MARK DISK
 OQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0322_STAMPING: L 341 1949
 OQ0322_MARK LOGO: CGS
 OQ0322_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0322+STABILITY: SURFACE MOTION
 OQ0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0322+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 OQ0322
 OQ0322  HISTORY     - Date     Condition        Report By
 OQ0322  HISTORY     - 1949     MONUMENTED       CGS
 OQ0322  HISTORY     - 20100401 MARK NOT FOUND   INDIV
 OQ0322  HISTORY     - 20110218 GOOD             INDIV
 OQ0322
 OQ0322                          STATION DESCRIPTION
 OQ0322
 OQ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0322'1 MI S FROM RENNER.
 OQ0322'1.0 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0322'RAILROAD FROM THE STATION AT RENNER, 2 2/3 POLES NORTH OF MILEPOST
 OQ0322'76, AT A ROAD CROSSING, 79.0 FEET NORTH OF THE CENTER LINE OF
 OQ0322'THE ROAD, 44.8 FEET EAST OF THE EAST RAIL OF THE TRACK, 1.8 FEET
 OQ0322'NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, AND SET
 OQ0322'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OQ0322'GROUND.
 OQ0322
 OQ0322                          STATION RECOVERY (2010)
 OQ0322
 OQ0322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (MJN)
 OQ0322'MARK NOT FOUND.
 OQ0322
 OQ0322                          STATION RECOVERY (2011)
 OQ0322
 OQ0322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0459 ***********************************************************************
 PR0459  DESIGNATION -  L 342 RESET
 PR0459  PID         -  PR0459
 PR0459  STATE/COUNTY-  SD/CODINGTON
 PR0459  COUNTRY     -  US
 PR0459  USGS QUAD   -  WATERTOWN SE (2017)
 PR0459
 PR0459                         *CURRENT SURVEY CONTROL
 PR0459  ______________________________________________________________________
 PR0459* NAD 83(1986) POSITION- 44 50 51.     (N) 097 02 58.     (W)   SCALED
 PR0459* NAVD 88 ORTHO HEIGHT -   520.114 (meters)     1706.41  (feet) ADJUSTED
 PR0459  ______________________________________________________________________
 PR0459  GEOID HEIGHT    -        -25.092 (meters)                     GEOID18
 PR0459  DYNAMIC HEIGHT  -        520.038 (meters)     1706.16  (feet) COMP
 PR0459  MODELED GRAVITY -    980,455.4   (mgal)                       NAVD 88
 PR0459
 PR0459  VERT ORDER      -  FIRST     CLASS II
 PR0459
 PR0459.The horizontal coordinates were scaled from a map and have
 PR0459.an estimated accuracy of +/- 6 seconds.
 PR0459
 PR0459.The orthometric height was determined by differential leveling and
 PR0459.adjusted by the NATIONAL GEODETIC SURVEY
 PR0459.in October 1997.
 PR0459
 PR0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0459.GEOID18 height accuracy estimate available here.
 PR0459
 PR0459.Click photographs - Photos may exist for this station.
 PR0459
 PR0459.The dynamic height is computed by dividing the NAVD 88
 PR0459.geopotential number by the normal gravity value computed on the
 PR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0459.degrees latitude (g = 980.6199 gals.).
 PR0459
 PR0459.The modeled gravity was interpolated from observed gravity values.
 PR0459
 PR0459;                    North         East    Units  Estimated Accuracy
 PR0459;SPC SD N     -   116,950.      833,190.      MT  (+/- 180 meters Scaled)
 PR0459
 PR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ541678(NAD 83)
 PR0459
 PR0459                          SUPERSEDED SURVEY CONTROL
 PR0459
 PR0459  NAVD 88 (06/15/91)  520.115  (m)         1706.41   (f) SUPERSEDED  1 2
 PR0459
 PR0459.Superseded values are not recommended for survey control.
 PR0459
 PR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0459.See file dsdata.pdf to determine how the superseded data were derived.
 PR0459
 PR0459_MARKER: DB = BENCH MARK DISK
 PR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0459_STAMPING: L 342 RESET 1971
 PR0459_MARK LOGO: CGS
 PR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0459+STABILITY: SURFACE MOTION
 PR0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0459+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0459
 PR0459  HISTORY     - Date     Condition        Report By
 PR0459  HISTORY     - 1971     MONUMENTED       NGS
 PR0459  HISTORY     - 19900703 GOOD             NGS
 PR0459
 PR0459                          STATION DESCRIPTION
 PR0459
 PR0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PR0459'4.5 MI SE FROM WATERTOWN.
 PR0459'3.1 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE INTERSECTION
 PR0459'OF U.S. HIGHWAYS 212 AND 81 AT WATERTOWN, THENCE 3.0 MILES
 PR0459'SOUTH ALONG A GRAVELED ROAD, THENCE 0.05 MILE WEST ON A
 PR0459'CROSSROAD, 180 FEET EAST F THE CENTER OF THE BRIDGE, 45 FEET
 PR0459'NORTH OF THE CENTER OF A GRADED ROAD, 13 FEET NORTH OF A FENCE
 PR0459'LINE, 14 FEET NORTHWEST OF A METAL WITNESS POST, SET IN A SQUARE
 PR0459'CONCRETE MONUMENT WHICH PROJECTS 3-INCHES, IN A PERMANENT
 PR0459'PASTURE ON PROPERTY OWNED BY MR. BERT TESCH.
 PR0459
 PR0459                          STATION RECOVERY (1990)
 PR0459
 PR0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0459'0.7 KM (0.4 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0459'INTERSTATE HIGHWAY 29 (EXIT 177) IN WATERTOWN, THENCE 4.7 KM
 PR0459'(2.9 MI) SOUTHERLY ALONG COUNTY ROAD 9, THENCE 0.2 KM (0.1 MI) WEST
 PR0459'ALONG A GRAVELED ROAD, 41.6 M (136.5 FT) EAST-NORTHEAST OF THE
 PR0459'NORTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING BIG SIOUX RIVER, 15.0 M
 PR0459'(49.2 FT) NORTH OF THE CENTER OF THE ROAD, 4.3 M (14.1 FT)
 PR0459'NORTH-NORTHWEST OF A WITNESS POST, 4.0 M (13.1 FT) NORTH OF A FENCE,
 PR0459'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PR0459'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1036 ***********************************************************************
 NM1036  DESIGNATION -  L 343
 NM1036  PID         -  NM1036
 NM1036  STATE/COUNTY-  SD/CLAY
 NM1036  COUNTRY     -  US
 NM1036  USGS QUAD   -  MECKLING (2017)
 NM1036
 NM1036                         *CURRENT SURVEY CONTROL
 NM1036  ______________________________________________________________________
 NM1036* NAD 83(1986) POSITION- 42 47 37.     (N) 097 07 15.     (W)   SCALED
 NM1036* NAVD 88 ORTHO HEIGHT -   352.177 (meters)     1155.43  (feet) ADJUSTED
 NM1036  ______________________________________________________________________
 NM1036  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM1036  DYNAMIC HEIGHT  -        352.073 (meters)     1155.09  (feet) COMP
 NM1036  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 NM1036
 NM1036  VERT ORDER      -  SECOND    CLASS 0
 NM1036
 NM1036.The horizontal coordinates were scaled from a map and have
 NM1036.an estimated accuracy of +/- 6 seconds.
 NM1036
 NM1036.The orthometric height was determined by differential leveling and
 NM1036.adjusted by the NATIONAL GEODETIC SURVEY
 NM1036.in June 1991.
 NM1036
 NM1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1036.GEOID18 height accuracy estimate available here.
 NM1036
 NM1036.Click photographs - Photos may exist for this station.
 NM1036
 NM1036.The dynamic height is computed by dividing the NAVD 88
 NM1036.geopotential number by the normal gravity value computed on the
 NM1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1036.degrees latitude (g = 980.6199 gals.).
 NM1036
 NM1036.The modeled gravity was interpolated from observed gravity values.
 NM1036
 NM1036;                    North         East    Units  Estimated Accuracy
 NM1036;SPC SD S     -    56,220.      862,760.      MT  (+/- 180 meters Scaled)
 NM1036
 NM1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN536396(NAD 83)
 NM1036
 NM1036                          SUPERSEDED SURVEY CONTROL
 NM1036
 NM1036  NGVD 29 (??/??/92)  351.970  (m)         1154.75   (f) ADJ UNCH    2 0
 NM1036
 NM1036.Superseded values are not recommended for survey control.
 NM1036
 NM1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1036.See file dsdata.pdf to determine how the superseded data were derived.
 NM1036
 NM1036_MARKER: DB = BENCH MARK DISK
 NM1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1036_STAMPING: L 343 1949
 NM1036_MARK LOGO: CGS
 NM1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1036+STABILITY: SURFACE MOTION
 NM1036
 NM1036  HISTORY     - Date     Condition        Report By
 NM1036  HISTORY     - 1949     MONUMENTED       CGS
 NM1036
 NM1036                          STATION DESCRIPTION
 NM1036
 NM1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1036'6.2 MI SW FROM MECKLING.
 NM1036'0.25 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1036'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1036'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.5 MILES
 NM1036'SOUTH ALONG A GRAVELED ROAD, 35 FEET NORTH OF THE CENTER LINE
 NM1036'OF AN EAST-WEST ROAD, 32 FEET EAST OF THE CENTER LINE OF THE
 NM1036'NORTH-SOUTH ROAD, 4.0 FEET EAST OF A POWER TRANSMISSION LINE
 NM1036'POLE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM1036'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0313 ***********************************************************************
 OQ0313  DESIGNATION -  L 344
 OQ0313  PID         -  OQ0313
 OQ0313  STATE/COUNTY-  SD/MINNEHAHA
 OQ0313  COUNTRY     -  US
 OQ0313  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0313
 OQ0313                         *CURRENT SURVEY CONTROL
 OQ0313  ______________________________________________________________________
 OQ0313* NAD 83(1986) POSITION- 43 45 36.8    (N) 096 44 19.7    (W)   HD_HELD2
 OQ0313* NAVD 88 ORTHO HEIGHT -   460.465 (meters)     1510.71  (feet) ADJUSTED
 OQ0313  ______________________________________________________________________
 OQ0313  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 OQ0313  DYNAMIC HEIGHT  -        460.354 (meters)     1510.34  (feet) COMP
 OQ0313  MODELED GRAVITY -    980,365.4   (mgal)                       NAVD 88
 OQ0313
 OQ0313  VERT ORDER      -  FIRST     CLASS II
 OQ0313
 OQ0313.The horizontal coordinates were established by autonomous hand held GPS
 OQ0313.observations and have an estimated accuracy of +/- 10 meters.
 OQ0313
 OQ0313.The orthometric height was determined by differential leveling and
 OQ0313.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0313.in June 1991.
 OQ0313
 OQ0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0313.GEOID18 height accuracy estimate available here.
 OQ0313
 OQ0313.Click photographs - Photos may exist for this station.
 OQ0313
 OQ0313.The dynamic height is computed by dividing the NAVD 88
 OQ0313.geopotential number by the normal gravity value computed on the
 OQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0313.degrees latitude (g = 980.6199 gals.).
 OQ0313
 OQ0313.The modeled gravity was interpolated from observed gravity values.
 OQ0313
 OQ0313;                    North         East    Units  Estimated Accuracy
 OQ0313;SPC SD S     -   164,778.      889,346.      MT  (+/- 10 meters HH2 GPS)
 OQ0313
 OQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8201947726(NAD 83)
 OQ0313
 OQ0313                          SUPERSEDED SURVEY CONTROL
 OQ0313
 OQ0313  NGVD 29 (??/??/92)  460.186  (m)         1509.79   (f) ADJ UNCH    1 2
 OQ0313
 OQ0313.Superseded values are not recommended for survey control.
 OQ0313
 OQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0313.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0313
 OQ0313_MARKER: DB = BENCH MARK DISK
 OQ0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0313_SP_SET: BUILDING
 OQ0313_STAMPING: L 344 1949
 OQ0313_MARK LOGO: CGS
 OQ0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0313+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 OQ0313
 OQ0313  HISTORY     - Date     Condition        Report By
 OQ0313  HISTORY     - 1949     MONUMENTED       CGS
 OQ0313  HISTORY     - 20100402 GOOD             GEOCAC
 OQ0313
 OQ0313                          STATION DESCRIPTION
 OQ0313
 OQ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0313'AT BALTIC.
 OQ0313'AT BALTIC, IN THE STONE BUILDING OWNED BY W.M. TIDEMANN AND
 OQ0313'OCCUPIED BY THE TIDEMANN FURNITURE AND MATTRESS COMPANY, 14.3
 OQ0313'FEET WEST OF THE CENTER OF THE DOOR LEADING INTO THE STORE,
 OQ0313'3.4 FEET ABOVE THE SIDEWALK, 2.2 FEET EAST OF THE CENTER OF A
 OQ0313'DOOR LEADING TO A STAIRWAY, SET VERTICALLY IN THE SOUTH WALL OF
 OQ0313'THE BUILDING.
 OQ0313
 OQ0313                          STATION RECOVERY (2010)
 OQ0313
 OQ0313'RECOVERY NOTE BY GEOCACHING 2010 (MBK)
 OQ0313'MARK RECOVERED IN GOOD CONDITION. THE BUILDING IS NOW OCCUPIED BY D
 OQ0313'AND D MARKET. THE DOOR LEADING TO THE STAIRWAY, IN THE ORIGINAL
 OQ0313'DESCRIPTION IS NOW BOARDED OVER. THE MARK IS 6 INCHES NORTH OF 2
 OQ0313'BEVERAGE VENDING MACHINES. THE VENDING MACHINES PREVENT VISIBILITY OF
 OQ0313'THE MARK WHEN FACING NORTH ON ST. OLAF STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0467 ***********************************************************************
 PS0467  DESIGNATION -  L 349
 PS0467  PID         -  PS0467
 PS0467  STATE/COUNTY-  SD/LYMAN
 PS0467  COUNTRY     -  US
 PS0467  USGS QUAD   -  LOWER BRULE (2017)
 PS0467
 PS0467                         *CURRENT SURVEY CONTROL
 PS0467  ______________________________________________________________________
 PS0467* NAD 83(1986) POSITION- 44 04 56.     (N) 099 34 07.     (W)   SCALED
 PS0467* NAVD 88 ORTHO HEIGHT -   425.183 (meters)     1394.95  (feet) ADJUSTED
 PS0467  ______________________________________________________________________
 PS0467  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 PS0467  DYNAMIC HEIGHT  -        425.084 (meters)     1394.63  (feet) COMP
 PS0467  MODELED GRAVITY -    980,374.7   (mgal)                       NAVD 88
 PS0467
 PS0467  VERT ORDER      -  FIRST     CLASS II
 PS0467
 PS0467.The horizontal coordinates were scaled from a map and have
 PS0467.an estimated accuracy of +/- 6 seconds.
 PS0467
 PS0467.The orthometric height was determined by differential leveling and
 PS0467.adjusted by the NATIONAL GEODETIC SURVEY
 PS0467.in June 1991.
 PS0467
 PS0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0467.GEOID18 height accuracy estimate available here.
 PS0467
 PS0467.Click photographs - Photos may exist for this station.
 PS0467
 PS0467.The dynamic height is computed by dividing the NAVD 88
 PS0467.geopotential number by the normal gravity value computed on the
 PS0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0467.degrees latitude (g = 980.6199 gals.).
 PS0467
 PS0467.The modeled gravity was interpolated from observed gravity values.
 PS0467
 PS0467;                    North         East    Units  Estimated Accuracy
 PS0467;SPC SD S     -   194,570.      661,250.      MT  (+/- 180 meters Scaled)
 PS0467
 PS0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP544811(NAD 83)
 PS0467
 PS0467                          SUPERSEDED SURVEY CONTROL
 PS0467
 PS0467  NGVD 29 (??/??/92)  424.851  (m)         1393.87   (f) ADJ UNCH    1 2
 PS0467
 PS0467.Superseded values are not recommended for survey control.
 PS0467
 PS0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0467.See file dsdata.pdf to determine how the superseded data were derived.
 PS0467
 PS0467_MARKER: DB = BENCH MARK DISK
 PS0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0467_STAMPING: L 349 1949
 PS0467_MARK LOGO: CGS
 PS0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0467+STABILITY: SURFACE MOTION
 PS0467
 PS0467  HISTORY     - Date     Condition        Report By
 PS0467  HISTORY     - 1949     MONUMENTED       CGS
 PS0467  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0467
 PS0467                          STATION DESCRIPTION
 PS0467
 PS0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0467'0.7 MI N FROM LOWER BRULE.
 PS0467'0.7 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LOWER
 PS0467'BRULE, AT THE EAST CORNER OF A CEMETERY, 69 FEET SOUTHWEST OF
 PS0467'THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A CORNER FENCE POST,
 PS0467'1.2 FEET NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A REFERENCE
 PS0467'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 PS0467'AND ABOUT LEVEL WITH THE GROUND.
 PS0467
 PS0467                          STATION RECOVERY (1965)
 PS0467
 PS0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0454 ***********************************************************************
 PS0454  DESIGNATION -  L 350
 PS0454  PID         -  PS0454
 PS0454  STATE/COUNTY-  SD/HUGHES
 PS0454  COUNTRY     -  US
 PS0454  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0454
 PS0454                         *CURRENT SURVEY CONTROL
 PS0454  ______________________________________________________________________
 PS0454* NAD 83(1986) POSITION- 44 08 56.     (N) 099 42 23.     (W)   SCALED
 PS0454* NAVD 88 ORTHO HEIGHT -   477.641 (meters)     1567.06  (feet) ADJUSTED
 PS0454  ______________________________________________________________________
 PS0454  GEOID HEIGHT    -        -24.327 (meters)                     GEOID18
 PS0454  DYNAMIC HEIGHT  -        477.537 (meters)     1566.72  (feet) COMP
 PS0454  MODELED GRAVITY -    980,385.5   (mgal)                       NAVD 88
 PS0454
 PS0454  VERT ORDER      -  FIRST     CLASS II
 PS0454
 PS0454.The horizontal coordinates were scaled from a map and have
 PS0454.an estimated accuracy of +/- 6 seconds.
 PS0454
 PS0454.The orthometric height was determined by differential leveling and
 PS0454.adjusted by the NATIONAL GEODETIC SURVEY
 PS0454.in June 1991.
 PS0454
 PS0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0454.GEOID18 height accuracy estimate available here.
 PS0454
 PS0454.Click photographs - Photos may exist for this station.
 PS0454
 PS0454.The dynamic height is computed by dividing the NAVD 88
 PS0454.geopotential number by the normal gravity value computed on the
 PS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0454.degrees latitude (g = 980.6199 gals.).
 PS0454
 PS0454.The modeled gravity was interpolated from observed gravity values.
 PS0454
 PS0454;                    North         East    Units  Estimated Accuracy
 PS0454;SPC SD S     -   201,890.      650,160.      MT  (+/- 180 meters Scaled)
 PS0454
 PS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP435886(NAD 83)
 PS0454
 PS0454                          SUPERSEDED SURVEY CONTROL
 PS0454
 PS0454  NGVD 29 (??/??/92)  477.310  (m)         1565.97   (f) ADJ UNCH    1 2
 PS0454
 PS0454.Superseded values are not recommended for survey control.
 PS0454
 PS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0454.See file dsdata.pdf to determine how the superseded data were derived.
 PS0454
 PS0454_MARKER: DB = BENCH MARK DISK
 PS0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0454_STAMPING: L 350 1949
 PS0454_MARK LOGO: CGS
 PS0454_PROJECTION: PROJECTING 12 CENTIMETERS
 PS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0454+STABILITY: SURFACE MOTION
 PS0454
 PS0454  HISTORY     - Date     Condition        Report By
 PS0454  HISTORY     - 1949     MONUMENTED       CGS
 PS0454
 PS0454                          STATION DESCRIPTION
 PS0454
 PS0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0454'7.1 MI E FROM JOE CREEK.
 PS0454'7.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0454'CREEK, AT A Y-JUNCTION OF DIRT ROADS, AT THE CORNER OF SECTIONS
 PS0454'14, 15, 22 AND 23, T. 108 N., R. 74 W., 66 FEET SOUTHEAST OF THE
 PS0454'CENTER LINE OF A FIELD ROAD LEADING NORTHEAST, 36 FEET EAST
 PS0454'OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 4.7 FEET EAST
 PS0454'OF A CORNER FENCE POST, 1.3 FEET NORTH OF A FENCE, 1.8 FEET
 PS0454'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 PS0454'AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0632 ***********************************************************************
 PU0632  DESIGNATION -  L 355
 PU0632  PID         -  PU0632
 PU0632  STATE/COUNTY-  SD/PENNINGTON
 PU0632  COUNTRY     -  US
 PU0632  USGS QUAD   -  OWANKA (2017)
 PU0632
 PU0632                         *CURRENT SURVEY CONTROL
 PU0632  ______________________________________________________________________
 PU0632* NAD 83(1986) POSITION- 44 02 17.     (N) 102 35 17.     (W)   SCALED
 PU0632* NAVD 88 ORTHO HEIGHT -   819.993 (meters)     2690.26  (feet) ADJUSTED
 PU0632  ______________________________________________________________________
 PU0632  GEOID HEIGHT    -        -18.112 (meters)                     GEOID18
 PU0632  DYNAMIC HEIGHT  -        819.746 (meters)     2689.45  (feet) COMP
 PU0632  MODELED GRAVITY -    980,289.9   (mgal)                       NAVD 88
 PU0632
 PU0632  VERT ORDER      -  SECOND    CLASS 0
 PU0632
 PU0632.The horizontal coordinates were scaled from a map and have
 PU0632.an estimated accuracy of +/- 6 seconds.
 PU0632
 PU0632.The orthometric height was determined by differential leveling and
 PU0632.adjusted by the NATIONAL GEODETIC SURVEY
 PU0632.in June 1991.
 PU0632
 PU0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0632.GEOID18 height accuracy estimate available here.
 PU0632
 PU0632.Click photographs - Photos may exist for this station.
 PU0632
 PU0632.The dynamic height is computed by dividing the NAVD 88
 PU0632.geopotential number by the normal gravity value computed on the
 PU0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0632.degrees latitude (g = 980.6199 gals.).
 PU0632
 PU0632.The modeled gravity was interpolated from observed gravity values.
 PU0632
 PU0632;                    North         East    Units  Estimated Accuracy
 PU0632;SPC SD S     -   191,840.      419,310.      MT  (+/- 180 meters Scaled)
 PU0632
 PU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ932789(NAD 83)
 PU0632
 PU0632                          SUPERSEDED SURVEY CONTROL
 PU0632
 PU0632  NGVD 29 (??/??/92)  819.539  (m)         2688.77   (f) ADJ UNCH    2 0
 PU0632
 PU0632.Superseded values are not recommended for survey control.
 PU0632
 PU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0632.See file dsdata.pdf to determine how the superseded data were derived.
 PU0632
 PU0632_MARKER: DB = BENCH MARK DISK
 PU0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0632_STAMPING: L 355 1961
 PU0632_MARK LOGO: CGS
 PU0632_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0632+STABILITY: SURFACE MOTION
 PU0632
 PU0632  HISTORY     - Date     Condition        Report By
 PU0632  HISTORY     - 1961     MONUMENTED       CGS
 PU0632
 PU0632                          STATION DESCRIPTION
 PU0632
 PU0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0632'1 MI N FROM OWANKA.
 PU0632'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0632'OWANKA, 65 FEET SOUTH OF A EAST-WEST ROAD, 36.6 FEET EAST OF A
 PU0632'NORTH-SOUTH ROAD, 36 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST
 PU0632'OF THE WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 PU0632'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1957 ***********************************************************************
 PU1957  DESIGNATION -  L 358
 PU1957  PID         -  PU1957
 PU1957  STATE/COUNTY-  SD/BUTTE
 PU1957  COUNTRY     -  US
 PU1957  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1957
 PU1957                         *CURRENT SURVEY CONTROL
 PU1957  ______________________________________________________________________
 PU1957* NAD 83(1986) POSITION- 44 45 13.     (N) 103 57 38.     (W)   SCALED
 PU1957* NAVD 88 ORTHO HEIGHT -   948.572 (meters)     3112.11  (feet) ADJUSTED
 PU1957  ______________________________________________________________________
 PU1957  GEOID HEIGHT    -        -15.285 (meters)                     GEOID18
 PU1957  DYNAMIC HEIGHT  -        948.309 (meters)     3111.24  (feet) COMP
 PU1957  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 PU1957
 PU1957  VERT ORDER      -  SECOND    CLASS 0
 PU1957
 PU1957.The horizontal coordinates were scaled from a map and have
 PU1957.an estimated accuracy of +/- 6 seconds.
 PU1957
 PU1957.The orthometric height was determined by differential leveling and
 PU1957.adjusted by the NATIONAL GEODETIC SURVEY
 PU1957.in June 1991.
 PU1957
 PU1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1957.GEOID18 height accuracy estimate available here.
 PU1957
 PU1957.Click photographs - Photos may exist for this station.
 PU1957
 PU1957.The dynamic height is computed by dividing the NAVD 88
 PU1957.geopotential number by the normal gravity value computed on the
 PU1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1957.degrees latitude (g = 980.6199 gals.).
 PU1957
 PU1957.The modeled gravity was interpolated from observed gravity values.
 PU1957
 PU1957;                    North         East    Units  Estimated Accuracy
 PU1957;SPC SD N     -   109,930.      286,530.      MT  (+/- 180 meters Scaled)
 PU1957
 PU1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK822561(NAD 83)
 PU1957
 PU1957                          SUPERSEDED SURVEY CONTROL
 PU1957
 PU1957  NGVD 29 (??/??/92)  948.079  (m)         3110.49   (f) ADJ UNCH    2 0
 PU1957
 PU1957.Superseded values are not recommended for survey control.
 PU1957
 PU1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1957.See file dsdata.pdf to determine how the superseded data were derived.
 PU1957
 PU1957_MARKER: DB = BENCH MARK DISK
 PU1957_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1957_SP_SET: CULVERT HEADWALL
 PU1957_STAMPING: L 358 1962
 PU1957_MARK LOGO: CGS
 PU1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1957+STABILITY: SURFACE MOTION
 PU1957
 PU1957  HISTORY     - Date     Condition        Report By
 PU1957  HISTORY     - 1962     MONUMENTED       CGS
 PU1957  HISTORY     - 1962     GOOD             CGS
 PU1957  HISTORY     - 19951002 MARK NOT FOUND   NGS
 PU1957
 PU1957                          STATION DESCRIPTION
 PU1957
 PU1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1957'7.1 MI NW FROM BELLE FOURCHE.
 PU1957'7.1 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1957'WITH U.S. HIGHWAY 85 IN BELLE FOURCHE, SET IN TOP AND AT THE
 PU1957'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 4 FOOT
 PU1957'BY 8 FOOT CULVERT UNDER THE HIGHWAY, 230 FEET EAST SOUTHEAST OF
 PU1957'MILEPOST NO. 162, 102 FEET NORTHEAST OF THE NORTHEAST RAIL, 16
 PU1957'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT LOWER
 PU1957'THAN THE HIGHWAY, SET HORIZONTAL.
 PU1957
 PU1957                          STATION RECOVERY (1962)
 PU1957
 PU1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1957'RECOVERED IN GOOD CONDITION.
 PU1957
 PU1957                          STATION RECOVERY (1995)
 PU1957
 PU1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1957'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8979 ***********************************************************************
 AD8979  DESIGNATION -  L 358 RESET
 AD8979  PID         -  AD8979
 AD8979  STATE/COUNTY-  SD/BUTTE
 AD8979  COUNTRY     -  US
 AD8979  USGS QUAD   -  BULL CREEK BUTTE (2017)
 AD8979
 AD8979                         *CURRENT SURVEY CONTROL
 AD8979  ______________________________________________________________________
 AD8979* NAD 83(1986) POSITION- 44 45 13.     (N) 103 57 43.     (W)   SCALED
 AD8979* NAVD 88 ORTHO HEIGHT -   947.885 (meters)     3109.85  (feet) ADJUSTED
 AD8979  ______________________________________________________________________
 AD8979  GEOID HEIGHT    -        -15.281 (meters)                     GEOID18
 AD8979  DYNAMIC HEIGHT  -        947.623 (meters)     3108.99  (feet) COMP
 AD8979  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 AD8979
 AD8979  VERT ORDER      -  FIRST     CLASS II
 AD8979
 AD8979.The horizontal coordinates were scaled from a map and have
 AD8979.an estimated accuracy of +/- 6 seconds.
 AD8979
 AD8979.The orthometric height was determined by differential leveling and
 AD8979.adjusted by the NATIONAL GEODETIC SURVEY
 AD8979.in July 1998.
 AD8979
 AD8979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8979.GEOID18 height accuracy estimate available here.
 AD8979
 AD8979.Click photographs - Photos may exist for this station.
 AD8979
 AD8979.The dynamic height is computed by dividing the NAVD 88
 AD8979.geopotential number by the normal gravity value computed on the
 AD8979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8979.degrees latitude (g = 980.6199 gals.).
 AD8979
 AD8979.The modeled gravity was interpolated from observed gravity values.
 AD8979
 AD8979;                    North         East    Units  Estimated Accuracy
 AD8979;SPC SD N     -   109,940.      286,420.      MT  (+/- 180 meters Scaled)
 AD8979
 AD8979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK821561(NAD 83)
 AD8979
 AD8979                          SUPERSEDED SURVEY CONTROL
 AD8979
 AD8979.No superseded survey control is available for this station.
 AD8979
 AD8979_MARKER: DV = VERTICAL CONTROL DISK
 AD8979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8979_STAMPING: L 358 RESET 1978
 AD8979_MARK LOGO: NGS
 AD8979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8979+STABILITY: SURFACE MOTION
 AD8979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8979+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8979
 AD8979  HISTORY     - Date     Condition        Report By
 AD8979  HISTORY     - 1978     MONUMENTED       NGS
 AD8979  HISTORY     - 19951116 GOOD             NGS
 AD8979
 AD8979                          STATION DESCRIPTION
 AD8979
 AD8979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8979'11.7 KM (7.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8979'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 359.0 M (1177.8 FT) EAST
 AD8979'OF MILEPOST 6, 32.8 M (107.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 AD8979'20.0 M (65.6 FT) SOUTHWEST OF THE MOST NORTHWESTERLY OF 3 CULVERTS,
 AD8979'4.3 M (14.1 FT) NORTHEAST OF THE NEAR RAIL OF THE DAKOTA MINNESOTA
 AD8979'EASTERN RAILROAD, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.5 M
 AD8979'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED
 AD8979'0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1987 ***********************************************************************
 PU1987  DESIGNATION -  L 359
 PU1987  PID         -  PU1987
 PU1987  STATE/COUNTY-  SD/BUTTE
 PU1987  COUNTRY     -  US
 PU1987  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1987
 PU1987                         *CURRENT SURVEY CONTROL
 PU1987  ______________________________________________________________________
 PU1987* NAD 83(1986) POSITION- 44 39 06.     (N) 103 52 37.     (W)   SCALED
 PU1987* NAVD 88 ORTHO HEIGHT -   953.126 (meters)     3127.05  (feet) ADJUSTED
 PU1987  ______________________________________________________________________
 PU1987  GEOID HEIGHT    -        -15.233 (meters)                     GEOID18
 PU1987  DYNAMIC HEIGHT  -        952.852 (meters)     3126.15  (feet) COMP
 PU1987  MODELED GRAVITY -    980,296.8   (mgal)                       NAVD 88
 PU1987
 PU1987  VERT ORDER      -  SECOND    CLASS 0
 PU1987
 PU1987.The horizontal coordinates were scaled from a map and have
 PU1987.an estimated accuracy of +/- 6 seconds.
 PU1987
 PU1987.The orthometric height was determined by differential leveling and
 PU1987.adjusted by the NATIONAL GEODETIC SURVEY
 PU1987.in June 1991.
 PU1987
 PU1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1987.GEOID18 height accuracy estimate available here.
 PU1987
 PU1987.Click photographs - Photos may exist for this station.
 PU1987
 PU1987.The dynamic height is computed by dividing the NAVD 88
 PU1987.geopotential number by the normal gravity value computed on the
 PU1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1987.degrees latitude (g = 980.6199 gals.).
 PU1987
 PU1987.The modeled gravity was interpolated from observed gravity values.
 PU1987
 PU1987;                    North         East    Units  Estimated Accuracy
 PU1987;SPC SD N     -    98,300.      292,600.      MT  (+/- 180 meters Scaled)
 PU1987
 PU1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK890448(NAD 83)
 PU1987
 PU1987                          SUPERSEDED SURVEY CONTROL
 PU1987
 PU1987  NGVD 29 (??/??/92)  952.629  (m)         3125.42   (f) ADJ UNCH    2 0
 PU1987
 PU1987.Superseded values are not recommended for survey control.
 PU1987
 PU1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1987.See file dsdata.pdf to determine how the superseded data were derived.
 PU1987
 PU1987_MARKER: DB = BENCH MARK DISK
 PU1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1987_STAMPING: L 359 1962
 PU1987_MARK LOGO: CGS
 PU1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1987+STABILITY: SURFACE MOTION
 PU1987
 PU1987  HISTORY     - Date     Condition        Report By
 PU1987  HISTORY     - 1962     MONUMENTED       CGS
 PU1987  HISTORY     - 1977     GOOD             NGS
 PU1987
 PU1987                          STATION DESCRIPTION
 PU1987
 PU1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1987'2.3 MI SW FROM BELLE FOURCHE.
 PU1987'1.4 MILE SOUTH ON U.S. HIGHWAY 85 FROM THE COURT HOUSE AT BELLE
 PU1987'FOURCHE THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 34 AND AT A
 PU1987'DRIVEWAY TO A SERVICE STATION, 66 FEET NORTH OF THE CENTERLINE
 PU1987'OF THE HIGHWAY, 79 FEET WEST OF THE CENTERLINE OF THE DRIVE
 PU1987'TO THE STATION, 3 FEET EAST OF A TELEPHONE POLE, 2.5 FEET
 PU1987'WEST OF A WITNESS POST, ABOUT 0.5 OF A FOOT ABOVE THE HIGHWAY,
 PU1987'A CONCRETE POST PROJECTING ABOUT 0.5 OF A FOOT.
 PU1987
 PU1987                          STATION RECOVERY (1977)
 PU1987
 PU1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PU1987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2122 ***********************************************************************
 PU2122  DESIGNATION -  L 359 RESET
 PU2122  PID         -  PU2122
 PU2122  STATE/COUNTY-  SD/BUTTE
 PU2122  COUNTRY     -  US
 PU2122  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU2122
 PU2122                         *CURRENT SURVEY CONTROL
 PU2122  ______________________________________________________________________
 PU2122* NAD 83(1986) POSITION- 44 39 06.     (N) 103 52 37.     (W)   SCALED
 PU2122* NAVD 88 ORTHO HEIGHT -   953.14  (meters)     3127.1   (feet) RESET
 PU2122  ______________________________________________________________________
 PU2122  GEOID HEIGHT    -        -15.233 (meters)                     GEOID18
 PU2122  VERT ORDER      -  THIRD
 PU2122
 PU2122.The horizontal coordinates were scaled from a map and have
 PU2122.an estimated accuracy of +/- 6 seconds.
 PU2122
 PU2122.The orthometric height was computed from unverified reset data.
 PU2122
 PU2122.No vertical observational check was made to the station.
 PU2122
 PU2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2122.GEOID18 height accuracy estimate available here.
 PU2122
 PU2122.Click photographs - Photos may exist for this station.
 PU2122
 PU2122;                    North         East    Units  Estimated Accuracy
 PU2122;SPC SD N     -    98,300.      292,600.      MT  (+/- 180 meters Scaled)
 PU2122
 PU2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK890448(NAD 83)
 PU2122
 PU2122                          SUPERSEDED SURVEY CONTROL
 PU2122
 PU2122  NGVD 29 (04/17/07)  952.65   (m)         3125.5    (f) RESET       3  
 PU2122
 PU2122.Superseded values are not recommended for survey control.
 PU2122
 PU2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2122.See file dsdata.pdf to determine how the superseded data were derived.
 PU2122
 PU2122_MARKER: DV = VERTICAL CONTROL DISK
 PU2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2122_STAMPING: L 359 RESET 1977
 PU2122_MARK LOGO: NGS
 PU2122_PROJECTION: PROJECTING 15 CENTIMETERS
 PU2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2122+STABILITY: SURFACE MOTION
 PU2122
 PU2122  HISTORY     - Date     Condition        Report By
 PU2122  HISTORY     - 1977     MONUMENTED       NGS
 PU2122
 PU2122                          STATION DESCRIPTION
 PU2122
 PU2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PU2122'2.3 MI SW FROM BELLE FOURCHE.
 PU2122'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE IN BELLE
 PU2122'FOURCHE, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 34, AT A DRIVEWAY
 PU2122'ON THE RIGHT INTO THE RESIDENCE OF MR LOYD NORDSTROM, 125.0 FEET
 PU2122'WEST OF CENTER OF DRIVEWAY, 85.0 FEET SOUTHEAST OF SOUTHWEST CORNER
 PU2122'OF CONCRETE PAD, 73.0 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF
 PU2122'CONCRETE PAD, 64.0 FEET NORTH OF CENTER OF STATE HIGHWAY 34, AND
 PU2122'8.0 FEET EAST OF TELEPHONE PEDESTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0146 ***********************************************************************
 OR0146  DESIGNATION -  L 36
 OR0146  PID         -  OR0146
 OR0146  STATE/COUNTY-  SD/CHARLES MIX
 OR0146  COUNTRY     -  US
 OR0146  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0146
 OR0146                         *CURRENT SURVEY CONTROL
 OR0146  ______________________________________________________________________
 OR0146* NAD 83(1986) POSITION- 43 11 17.     (N) 098 49 22.     (W)   SCALED
 OR0146* NAVD 88 ORTHO HEIGHT -   470.317 (meters)     1543.03  (feet) ADJUSTED
 OR0146  ______________________________________________________________________
 OR0146  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 OR0146  DYNAMIC HEIGHT  -        470.157 (meters)     1542.51  (feet) COMP
 OR0146  MODELED GRAVITY -    980,265.6   (mgal)                       NAVD 88
 OR0146
 OR0146  VERT ORDER      -  FIRST     CLASS II
 OR0146
 OR0146.The horizontal coordinates were scaled from a map and have
 OR0146.an estimated accuracy of +/- 6 seconds.
 OR0146
 OR0146.The orthometric height was determined by differential leveling and
 OR0146.adjusted by the NATIONAL GEODETIC SURVEY
 OR0146.in June 1991.
 OR0146
 OR0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0146.GEOID18 height accuracy estimate available here.
 OR0146
 OR0146.Click photographs - Photos may exist for this station.
 OR0146
 OR0146.The dynamic height is computed by dividing the NAVD 88
 OR0146.geopotential number by the normal gravity value computed on the
 OR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0146.degrees latitude (g = 980.6199 gals.).
 OR0146
 OR0146.The modeled gravity was interpolated from observed gravity values.
 OR0146
 OR0146;                    North         East    Units  Estimated Accuracy
 OR0146;SPC SD S     -    96,070.      722,780.      MT  (+/- 180 meters Scaled)
 OR0146
 OR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN144817(NAD 83)
 OR0146
 OR0146                          SUPERSEDED SURVEY CONTROL
 OR0146
 OR0146  NGVD 29 (??/??/92)  469.988  (m)         1541.95   (f) ADJ UNCH    1 2
 OR0146
 OR0146.Superseded values are not recommended for survey control.
 OR0146
 OR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0146.See file dsdata.pdf to determine how the superseded data were derived.
 OR0146
 OR0146_MARKER: DB = BENCH MARK DISK
 OR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0146_STAMPING: 1541.952 L 36 1933
 OR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0146+STABILITY: SURFACE MOTION
 OR0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0146+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0146
 OR0146  HISTORY     - Date     Condition        Report By
 OR0146  HISTORY     - 1933     MONUMENTED       CGS
 OR0146  HISTORY     - 1934     GOOD             CGS
 OR0146  HISTORY     - 20121210 GOOD             INDIV
 OR0146
 OR0146                          STATION DESCRIPTION
 OR0146
 OR0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0146'13.6 MI S FROM PLATTE.
 OR0146'13.6 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM PLATTE, CHARLES
 OR0146'MIX COUNTY, 300 FEET SOUTH OF A SHARP CURVE, ON THE SOUTHEAST
 OR0146'SLOPE OF A HILL, 125 FEET NORTH OF A CONCRETE CULVERT, 38 FEET
 OR0146'EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF A
 OR0146'LANE LEADING TO THE NICK ASPEN FARM (IN 1933), 8 FEET NORTH
 OR0146'OF A GATE, AND 5 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 OR0146'1541.952 L 36 1933 AND SET IN THE TOP OF A CONCRETE POST
 OR0146'PROJECTING 5 INCHES ABOVE GROUND.
 OR0146
 OR0146                          STATION RECOVERY (1934)
 OR0146
 OR0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0146'RECOVERED IN GOOD CONDITION.
 OR0146
 OR0146                          STATION RECOVERY (2012)
 OR0146
 OR0146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1942 ***********************************************************************
 PU1942  DESIGNATION -  L 360
 PU1942  PID         -  PU1942
 PU1942  STATE/COUNTY-  SD/BUTTE
 PU1942  COUNTRY     -  US
 PU1942  USGS QUAD   -  FRUITDALE (2017)
 PU1942
 PU1942                         *CURRENT SURVEY CONTROL
 PU1942  ______________________________________________________________________
 PU1942* NAD 83(1986) POSITION- 44 40 02.     (N) 103 38 13.     (W)   SCALED
 PU1942* NAVD 88 ORTHO HEIGHT -   888.366 (meters)     2914.58  (feet) ADJUSTED
 PU1942  ______________________________________________________________________
 PU1942  GEOID HEIGHT    -        -15.761 (meters)                     GEOID18
 PU1942  DYNAMIC HEIGHT  -        888.128 (meters)     2913.80  (feet) COMP
 PU1942  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 PU1942
 PU1942  VERT ORDER      -  SECOND    CLASS 0
 PU1942
 PU1942.The horizontal coordinates were scaled from a map and have
 PU1942.an estimated accuracy of +/- 6 seconds.
 PU1942
 PU1942.The orthometric height was determined by differential leveling and
 PU1942.adjusted by the NATIONAL GEODETIC SURVEY
 PU1942.in June 1991.
 PU1942
 PU1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1942.GEOID18 height accuracy estimate available here.
 PU1942
 PU1942.Click photographs - Photos may exist for this station.
 PU1942
 PU1942.The dynamic height is computed by dividing the NAVD 88
 PU1942.geopotential number by the normal gravity value computed on the
 PU1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1942.degrees latitude (g = 980.6199 gals.).
 PU1942
 PU1942.The modeled gravity was interpolated from observed gravity values.
 PU1942
 PU1942;                    North         East    Units  Estimated Accuracy
 PU1942;SPC SD N     -    99,140.      311,690.      MT  (+/- 180 meters Scaled)
 PU1942
 PU1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK080468(NAD 83)
 PU1942
 PU1942                          SUPERSEDED SURVEY CONTROL
 PU1942
 PU1942  NGVD 29 (??/??/92)  887.886  (m)         2913.01   (f) ADJ UNCH    2 0
 PU1942
 PU1942.Superseded values are not recommended for survey control.
 PU1942
 PU1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1942.See file dsdata.pdf to determine how the superseded data were derived.
 PU1942
 PU1942_MARKER: DB = BENCH MARK DISK
 PU1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1942_STAMPING: L 360 1962
 PU1942_MARK LOGO: CGS
 PU1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1942+STABILITY: SURFACE MOTION
 PU1942
 PU1942  HISTORY     - Date     Condition        Report By
 PU1942  HISTORY     - 1962     MONUMENTED       CGS
 PU1942
 PU1942                          STATION DESCRIPTION
 PU1942
 PU1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1942'3.2 MI E FROM FRUITDALE.
 PU1942'3.2 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1942'THE POST OFFICE AT FRUITDALE, ABOUT 0.3 OF A MILE WEST OF MILE
 PU1942'POST NO 12, AT A FARM ROAD CROSSING, 46.9 FEET SOUTH
 PU1942'OF THE SOUTH RAIL, 26.5 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH
 PU1942'OF A FENCE LINE, 1.7 FEET WEST OF A WITNESS POST, 2 FEET ABOVE
 PU1942'THE TRACK AND SET IN A CONCRETE POST WHICH IS PROJECTING ABOUT
 PU1942'0.5 OF A FOOT.  THIS BM IS ALSO ABOUT 4.3 MILE WEST OF THE
 PU1942'STATION AT NISLAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1411 ***********************************************************************
 PU1411  DESIGNATION -  L 361
 PU1411  PID         -  PU1411
 PU1411  STATE/COUNTY-  SD/MEADE
 PU1411  COUNTRY     -  US
 PU1411  USGS QUAD   -  BLACKHAWK (2017)
 PU1411
 PU1411                         *CURRENT SURVEY CONTROL
 PU1411  ______________________________________________________________________
 PU1411* NAD 83(1986) POSITION- 44 13 00.     (N) 103 22 01.     (W)   SCALED
 PU1411* NAVD 88 ORTHO HEIGHT -  1066.179 (meters)     3497.96  (feet) ADJUSTED
 PU1411  ______________________________________________________________________
 PU1411  GEOID HEIGHT    -        -15.322 (meters)                     GEOID18
 PU1411  DYNAMIC HEIGHT  -       1065.811 (meters)     3496.75  (feet) COMP
 PU1411  MODELED GRAVITY -    980,236.4   (mgal)                       NAVD 88
 PU1411
 PU1411  VERT ORDER      -  FIRST     CLASS II
 PU1411
 PU1411.The horizontal coordinates were scaled from a map and have
 PU1411.an estimated accuracy of +/- 6 seconds.
 PU1411
 PU1411.The orthometric height was determined by differential leveling and
 PU1411.adjusted by the NATIONAL GEODETIC SURVEY
 PU1411.in June 1991.
 PU1411
 PU1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1411.GEOID18 height accuracy estimate available here.
 PU1411
 PU1411.Click photographs - Photos may exist for this station.
 PU1411
 PU1411.The dynamic height is computed by dividing the NAVD 88
 PU1411.geopotential number by the normal gravity value computed on the
 PU1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1411.degrees latitude (g = 980.6199 gals.).
 PU1411
 PU1411.The modeled gravity was interpolated from observed gravity values.
 PU1411
 PU1411;                    North         East    Units  Estimated Accuracy
 PU1411;SPC SD N     -    48,190.      331,000.      MT  (+/- 180 meters Scaled)
 PU1411
 PU1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ304972(NAD 83)
 PU1411
 PU1411                          SUPERSEDED SURVEY CONTROL
 PU1411
 PU1411  NGVD 29 (??/??/92) 1065.669  (m)         3496.28   (f) ADJ UNCH    1 2
 PU1411
 PU1411.Superseded values are not recommended for survey control.
 PU1411
 PU1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1411.See file dsdata.pdf to determine how the superseded data were derived.
 PU1411
 PU1411_MARKER: DB = BENCH MARK DISK
 PU1411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1411_SP_SET: HEADWALL
 PU1411_STAMPING: L 361 1962
 PU1411_MARK LOGO: CGS
 PU1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1411+STABILITY: SURFACE MOTION
 PU1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1411+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 PU1411
 PU1411  HISTORY     - Date     Condition        Report By
 PU1411  HISTORY     - 1962     MONUMENTED       CGS
 PU1411  HISTORY     - 19910813 GOOD             NGS
 PU1411  HISTORY     - 20120327 GOOD             INDIV
 PU1411
 PU1411                          STATION DESCRIPTION
 PU1411
 PU1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1411'12.2 MI NW FROM RAPID CITY.
 PU1411'ABOUT 12.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1411'RAILWAY FROM THE STATION AT RAPID CITY, 1 TELEPHONE POLE NORTHWEST
 PU1411'OF MILE POST 112, 86 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PU1411'TRACK, 28 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANE
 PU1411'OF INTERSTATE HIGHWAY 90 ABOUT LEVEL WITH THE HIGHWAY AND ABOUT
 PU1411'6 INCHES BELOW THE RAILS, AND SET IN THE TOP AND CENTER OF THE
 PU1411'NORTHEAST CONCRETE HEADWALL OF A LARGE BOX TYPE CULVERT.
 PU1411
 PU1411                          STATION RECOVERY (1991)
 PU1411
 PU1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1411'14.2 KM (8.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1411'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN TOP OF AND
 PU1411'1.7 M (5.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 PU1411'CONCRETE HEADWALL OF A BOX CULVERT, 8.2 M (26.9 FT) NORTHEAST OF THE
 PU1411'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.5 M (11.5 FT)
 PU1411'SOUTH OF MILEPOST 47, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU1411'HIGHWAY.
 PU1411
 PU1411                          STATION RECOVERY (2012)
 PU1411
 PU1411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1567 ***********************************************************************
 PU1567  DESIGNATION -  L 362
 PU1567  PID         -  PU1567
 PU1567  STATE/COUNTY-  SD/PENNINGTON
 PU1567  COUNTRY     -  US
 PU1567  USGS QUAD   -  BOX ELDER (2017)
 PU1567
 PU1567                         *CURRENT SURVEY CONTROL
 PU1567  ______________________________________________________________________
 PU1567* NAD 83(1986) POSITION- 44 02 28.     (N) 103 07 15.     (W)   SCALED
 PU1567* NAVD 88 ORTHO HEIGHT -   932.987 (meters)     3060.97  (feet) ADJUSTED
 PU1567  ______________________________________________________________________
 PU1567  GEOID HEIGHT    -        -16.480 (meters)                     GEOID18
 PU1567  DYNAMIC HEIGHT  -        932.665 (meters)     3059.92  (feet) COMP
 PU1567  MODELED GRAVITY -    980,241.1   (mgal)                       NAVD 88
 PU1567
 PU1567  VERT ORDER      -  FIRST     CLASS II
 PU1567
 PU1567.The horizontal coordinates were scaled from a map and have
 PU1567.an estimated accuracy of +/- 6 seconds.
 PU1567
 PU1567.The orthometric height was determined by differential leveling and
 PU1567.adjusted by the NATIONAL GEODETIC SURVEY
 PU1567.in June 1991.
 PU1567
 PU1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1567.GEOID18 height accuracy estimate available here.
 PU1567
 PU1567.Click photographs - Photos may exist for this station.
 PU1567
 PU1567.The dynamic height is computed by dividing the NAVD 88
 PU1567.geopotential number by the normal gravity value computed on the
 PU1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1567.degrees latitude (g = 980.6199 gals.).
 PU1567
 PU1567.The modeled gravity was interpolated from observed gravity values.
 PU1567
 PU1567;                    North         East    Units  Estimated Accuracy
 PU1567;SPC SD S     -   193,470.      376,640.      MT  (+/- 180 meters Scaled)
 PU1567
 PU1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ505781(NAD 83)
 PU1567
 PU1567                          SUPERSEDED SURVEY CONTROL
 PU1567
 PU1567  NGVD 29 (??/??/92)  932.510  (m)         3059.41   (f) ADJ UNCH    1 2
 PU1567
 PU1567.Superseded values are not recommended for survey control.
 PU1567
 PU1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1567.See file dsdata.pdf to determine how the superseded data were derived.
 PU1567
 PU1567_MARKER: DB = BENCH MARK DISK
 PU1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1567_STAMPING: L 362 1962
 PU1567_MARK LOGO: CGS
 PU1567_PROJECTION: PROJECTING 8 CENTIMETERS
 PU1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1567+STABILITY: SURFACE MOTION
 PU1567
 PU1567  HISTORY     - Date     Condition        Report By
 PU1567  HISTORY     - 1962     MONUMENTED       CGS
 PU1567  HISTORY     - 1985     GOOD             NGS
 PU1567  HISTORY     - 20110415 MARK NOT FOUND   INDIV
 PU1567
 PU1567                          STATION DESCRIPTION
 PU1567
 PU1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1567'6.5 MI SE FROM RAPID CITY.
 PU1567'ABOUT 6.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1567'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1567'STATION AT RAPID CITY, 57 FEET SOUTHWEST OF THE CENTER OF A
 PU1567'CROSSING WITH A FIELD ROAD, 45 1/2 FEET SOUTH OF THE SOUTH RAIL,
 PU1567'43 1/2 FEET EAST-SOUTHEAST OF THE FIRST TELEPHONE POLE EAST OF
 PU1567'MILE POST 654, 22 FEET WEST OF THE CENTER LINE OF A GATE, 2 FEET
 PU1567'NORTH OF A FENCE, 2.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU1567'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 PU1567'PROJECTING 6 INCHES.
 PU1567
 PU1567                          STATION RECOVERY (1985)
 PU1567
 PU1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1567'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1567'MI) NORTH ALONG EAST BOULEVARD (US HIGHWAY 16) FROM THE POST OFFICE AT
 PU1567'RAPID CITY, THENCE 8.4 KM (5.25 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 PU1567'0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 52, IN THE WEST CORNER OF THE
 PU1567'JUNCTION OF A TRACK ROAD AND THE CHICAGO, MILWAAUKEE, ST. PAUL AND
 PU1567'PACIFIC RAILROAD, 48.3 METERS (158.5 FT) SOUTHWEST ACROSS THE RAILROAD
 PU1567'FROM THE HIGHWAY CENTERLINE, 13.8 METERS (45.5 FT) SOUTHWEST OF THE
 PU1567'SOUTHWEST RAIL, 6.7 METERS (22 FT) NORTHWEST OF THE CENTER OF THE ROAD
 PU1567'AND 0.6 METER (2 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 PU1567'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 PU1567'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PU1567
 PU1567                          STATION RECOVERY (2011)
 PU1567
 PU1567'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1567'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0263 ***********************************************************************
 OT0263  DESIGNATION -  L 363
 OT0263  PID         -  OT0263
 OT0263  STATE/COUNTY-  SD/PENNINGTON
 OT0263  COUNTRY     -  US
 OT0263  USGS QUAD   -  CAPUTA NE (2017)
 OT0263
 OT0263                         *CURRENT SURVEY CONTROL
 OT0263  ______________________________________________________________________
 OT0263* NAD 83(1986) POSITION- 43 56 52.     (N) 102 52 25.     (W)   SCALED
 OT0263* NAVD 88 ORTHO HEIGHT -   836.402 (meters)     2744.10  (feet) ADJUSTED
 OT0263  ______________________________________________________________________
 OT0263  GEOID HEIGHT    -        -17.309 (meters)                     GEOID18
 OT0263  DYNAMIC HEIGHT  -        836.130 (meters)     2743.20  (feet) COMP
 OT0263  MODELED GRAVITY -    980,265.3   (mgal)                       NAVD 88
 OT0263
 OT0263  VERT ORDER      -  FIRST     CLASS II
 OT0263
 OT0263.The horizontal coordinates were scaled from a map and have
 OT0263.an estimated accuracy of +/- 6 seconds.
 OT0263
 OT0263.The orthometric height was determined by differential leveling and
 OT0263.adjusted by the NATIONAL GEODETIC SURVEY
 OT0263.in June 1991.
 OT0263
 OT0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0263.GEOID18 height accuracy estimate available here.
 OT0263
 OT0263.Click photographs - Photos may exist for this station.
 OT0263
 OT0263.The dynamic height is computed by dividing the NAVD 88
 OT0263.geopotential number by the normal gravity value computed on the
 OT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0263.degrees latitude (g = 980.6199 gals.).
 OT0263
 OT0263.The modeled gravity was interpolated from observed gravity values.
 OT0263
 OT0263;                    North         East    Units  Estimated Accuracy
 OT0263;SPC SD S     -   182,470.      396,120.      MT  (+/- 180 meters Scaled)
 OT0263
 OT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ706682(NAD 83)
 OT0263
 OT0263                          SUPERSEDED SURVEY CONTROL
 OT0263
 OT0263  NGVD 29 (??/??/92)  835.947  (m)         2742.60   (f) ADJ UNCH    1 2
 OT0263
 OT0263.Superseded values are not recommended for survey control.
 OT0263
 OT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0263.See file dsdata.pdf to determine how the superseded data were derived.
 OT0263
 OT0263_MARKER: DB = BENCH MARK DISK
 OT0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0263_STAMPING: L 363 1962
 OT0263_MARK LOGO: CGS
 OT0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0263+STABILITY: SURFACE MOTION
 OT0263
 OT0263  HISTORY     - Date     Condition        Report By
 OT0263  HISTORY     - 1962     MONUMENTED       CGS
 OT0263
 OT0263                          STATION DESCRIPTION
 OT0263
 OT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0263'20.4 MI SE FROM RAPID CITY.
 OT0263'ABOUT 20.45 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0263'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0263'RAILWAY STATION AT RAPID CITY, IN SECTION 24, T 1 S, R 10 E,
 OT0263'150 FEET NORTHEAST OF AND ACROSS THE TRACK FROM MILE POST 640,
 OT0263'108 FEET NORTH OF THE NORTH CORNER OF TRESTLE NUMBER W 296,
 OT0263'87 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 17 FEET
 OT0263'NORTHWEST OF THE CENTER LINE OF A WIRE GATE, 2 FEET SOUTH-SOUTHWEST
 OT0263'OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, 8 FEET
 OT0263'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0263'CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0027 ***********************************************************************
 OT0027  DESIGNATION -  L 364
 OT0027  PID         -  OT0027
 OT0027  STATE/COUNTY-  SD/PENNINGTON
 OT0027  COUNTRY     -  US
 OT0027  USGS QUAD   -  IMLAY (2017)
 OT0027
 OT0027                         *CURRENT SURVEY CONTROL
 OT0027  ______________________________________________________________________
 OT0027* NAD 83(1986) POSITION- 43 43 27.     (N) 102 25 04.     (W)   SCALED
 OT0027* NAVD 88 ORTHO HEIGHT -   807.270 (meters)     2648.52  (feet) ADJUSTED
 OT0027  ______________________________________________________________________
 OT0027  GEOID HEIGHT    -        -18.568 (meters)                     GEOID18
 OT0027  DYNAMIC HEIGHT  -        807.003 (meters)     2647.64  (feet) COMP
 OT0027  MODELED GRAVITY -    980,261.7   (mgal)                       NAVD 88
 OT0027
 OT0027  VERT ORDER      -  FIRST     CLASS II
 OT0027
 OT0027.The horizontal coordinates were scaled from a map and have
 OT0027.an estimated accuracy of +/- 6 seconds.
 OT0027
 OT0027.The orthometric height was determined by differential leveling and
 OT0027.adjusted by the NATIONAL GEODETIC SURVEY
 OT0027.in June 1991.
 OT0027
 OT0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0027.GEOID18 height accuracy estimate available here.
 OT0027
 OT0027.Click photographs - Photos may exist for this station.
 OT0027
 OT0027.The dynamic height is computed by dividing the NAVD 88
 OT0027.geopotential number by the normal gravity value computed on the
 OT0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0027.degrees latitude (g = 980.6199 gals.).
 OT0027
 OT0027.The modeled gravity was interpolated from observed gravity values.
 OT0027
 OT0027;                    North         East    Units  Estimated Accuracy
 OT0027;SPC SD S     -   156,620.      432,080.      MT  (+/- 180 meters Scaled)
 OT0027
 OT0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ079444(NAD 83)
 OT0027
 OT0027                          SUPERSEDED SURVEY CONTROL
 OT0027
 OT0027  NGVD 29 (??/??/92)  806.809  (m)         2647.01   (f) ADJ UNCH    1 2
 OT0027
 OT0027.Superseded values are not recommended for survey control.
 OT0027
 OT0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0027.See file dsdata.pdf to determine how the superseded data were derived.
 OT0027
 OT0027_MARKER: DB = BENCH MARK DISK
 OT0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0027_STAMPING: L 364 1962
 OT0027_MARK LOGO: CGS
 OT0027_PROJECTION: PROJECTING 16 CENTIMETERS
 OT0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0027+STABILITY: SURFACE MOTION
 OT0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0027+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0027
 OT0027  HISTORY     - Date     Condition        Report By
 OT0027  HISTORY     - 1962     MONUMENTED       CGS
 OT0027  HISTORY     - 1985     GOOD             NGS
 OT0027  HISTORY     - 20120724 GOOD             INDIV
 OT0027
 OT0027                          STATION DESCRIPTION
 OT0027
 OT0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0027'8.1 MI SE FROM SCENIC.
 OT0027'ABOUT 8.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0027'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0027'SECTION 3, T 4 S, R 43 W, 4 POLES OF 0.1 MILE WEST OF MILE POST
 OT0027'610, 105 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 40, 30 1/2
 OT0027'FEET NORTH OF NORTH RAIL, 92 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 OT0027'EDGE OF SMALL DIRT FORMATION, 2.2 FEET SOUTH OF A METAL WITNESS
 OT0027'POST, 1 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OT0027'OF A CONCRETE POST PROJECTING 7 INCHES.
 OT0027
 OT0027                          STATION RECOVERY (1985)
 OT0027
 OT0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0027'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0027'THENCE 14.0 KM (8.75 MI) SOUTHEAST ALONG STATE HIGHWAY 44, THENCE 0.2
 OT0027'KM (0.1 MI) NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0027'PACIFIC RAILROAD, 9.3 METERS (30.5 FT) NORTHEAST OF THE NORTHEAST
 OT0027'RAIL, 41.0 METERS (134.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 35.4
 OT0027'METERS (116 FT) NORTH ACROSS THE TRACKS FROM A FENCE CORNER AND 28.0
 OT0027'METERS (92 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL DIRT
 OT0027'FORMATION.
 OT0027'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0027'THE MARK IS 0.6 M BELOW THE TRACKS.
 OT0027
 OT0027                          STATION RECOVERY (2012)
 OT0027
 OT0027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0456 ***********************************************************************
 OS0456  DESIGNATION -  L 365
 OS0456  PID         -  OS0456
 OS0456  STATE/COUNTY-  SD/JACKSON
 OS0456  COUNTRY     -  US
 OS0456  USGS QUAD   -  WETA (2017)
 OS0456
 OS0456                         *CURRENT SURVEY CONTROL
 OS0456  ______________________________________________________________________
 OS0456* NAD 83(1986) POSITION- 43 46 43.     (N) 101 40 39.     (W)   SCALED
 OS0456* NAVD 88 ORTHO HEIGHT -   709.451 (meters)     2327.59  (feet) ADJUSTED
 OS0456  ______________________________________________________________________
 OS0456  GEOID HEIGHT    -        -20.944 (meters)                     GEOID18
 OS0456  DYNAMIC HEIGHT  -        709.228 (meters)     2326.86  (feet) COMP
 OS0456  MODELED GRAVITY -    980,281.6   (mgal)                       NAVD 88
 OS0456
 OS0456  VERT ORDER      -  FIRST     CLASS II
 OS0456
 OS0456.The horizontal coordinates were scaled from a map and have
 OS0456.an estimated accuracy of +/- 6 seconds.
 OS0456
 OS0456.The orthometric height was determined by differential leveling and
 OS0456.adjusted by the NATIONAL GEODETIC SURVEY
 OS0456.in June 1991.
 OS0456
 OS0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0456.GEOID18 height accuracy estimate available here.
 OS0456
 OS0456.Click photographs - Photos may exist for this station.
 OS0456
 OS0456.The dynamic height is computed by dividing the NAVD 88
 OS0456.geopotential number by the normal gravity value computed on the
 OS0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0456.degrees latitude (g = 980.6199 gals.).
 OS0456
 OS0456.The modeled gravity was interpolated from observed gravity values.
 OS0456
 OS0456;                    North         East    Units  Estimated Accuracy
 OS0456;SPC SD S     -   161,430.      491,800.      MT  (+/- 180 meters Scaled)
 OS0456
 OS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP845507(NAD 83)
 OS0456
 OS0456                          SUPERSEDED SURVEY CONTROL
 OS0456
 OS0456  NGVD 29 (??/??/92)  709.004  (m)         2326.12   (f) ADJ UNCH    1 2
 OS0456
 OS0456.Superseded values are not recommended for survey control.
 OS0456
 OS0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0456.See file dsdata.pdf to determine how the superseded data were derived.
 OS0456
 OS0456_MARKER: DB = BENCH MARK DISK
 OS0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0456_STAMPING: L 365 1962
 OS0456_MARK LOGO: CGS
 OS0456_PROJECTION: PROJECTING 18 CENTIMETERS
 OS0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0456+STABILITY: SURFACE MOTION
 OS0456
 OS0456  HISTORY     - Date     Condition        Report By
 OS0456  HISTORY     - 1962     MONUMENTED       CGS
 OS0456
 OS0456                          STATION DESCRIPTION
 OS0456
 OS0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0456'9.8 MI SW FROM KADOKA.
 OS0456'ABOUT 9.75 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0456'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 13,
 OS0456'T 3 S, R 20 E, 0.45 MILE WEST OF MILE POST 571, 0.1 MILE WEST OF
 OS0456'THE WEST END OF A SMALL CUT, 8 RAILS WEST OF TWO LARGE CONCRETE
 OS0456'PIPE CULVERTS, 37 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A
 OS0456'ROW OF TELEPHONE POLES, 56 1/2 FEET EAST OF A TELEPHONE POLE,
 OS0456'3.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 OS0456'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0456'PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0064 ***********************************************************************
 OT0064  DESIGNATION -  L 366
 OT0064  PID         -  OT0064
 OT0064  STATE/COUNTY-  SD/PENNINGTON
 OT0064  COUNTRY     -  US
 OT0064  USGS QUAD   -  WALL SW (2017)
 OT0064
 OT0064                         *CURRENT SURVEY CONTROL
 OT0064  ______________________________________________________________________
 OT0064* NAD 83(1986) POSITION- 43 49 17.     (N) 102 10 27.     (W)   SCALED
 OT0064* NAVD 88 ORTHO HEIGHT -   877.994 (meters)     2880.55  (feet) ADJUSTED
 OT0064  ______________________________________________________________________
 OT0064  GEOID HEIGHT    -        -19.267 (meters)                     GEOID18
 OT0064  DYNAMIC HEIGHT  -        877.712 (meters)     2879.63  (feet) COMP
 OT0064  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OT0064
 OT0064  VERT ORDER      -  SECOND    CLASS 0
 OT0064
 OT0064.The horizontal coordinates were scaled from a map and have
 OT0064.an estimated accuracy of +/- 6 seconds.
 OT0064
 OT0064.The orthometric height was determined by differential leveling and
 OT0064.adjusted by the NATIONAL GEODETIC SURVEY
 OT0064.in June 1991.
 OT0064
 OT0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0064.GEOID18 height accuracy estimate available here.
 OT0064
 OT0064.Click photographs - Photos may exist for this station.
 OT0064
 OT0064.The dynamic height is computed by dividing the NAVD 88
 OT0064.geopotential number by the normal gravity value computed on the
 OT0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0064.degrees latitude (g = 980.6199 gals.).
 OT0064
 OT0064.The modeled gravity was interpolated from observed gravity values.
 OT0064
 OT0064;                    North         East    Units  Estimated Accuracy
 OT0064;SPC SD S     -   166,950.      451,940.      MT  (+/- 180 meters Scaled)
 OT0064
 OT0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ272559(NAD 83)
 OT0064
 OT0064                          SUPERSEDED SURVEY CONTROL
 OT0064
 OT0064  NGVD 29 (??/??/92)  877.527  (m)         2879.02   (f) ADJ UNCH    2 0
 OT0064
 OT0064.Superseded values are not recommended for survey control.
 OT0064
 OT0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0064.See file dsdata.pdf to determine how the superseded data were derived.
 OT0064
 OT0064_MARKER: DB = BENCH MARK DISK
 OT0064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0064_SP_SET: CULVERT HEADWALL
 OT0064_STAMPING: L 366 1962
 OT0064_MARK LOGO: CGS
 OT0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0064+STABILITY: SURFACE MOTION
 OT0064
 OT0064  HISTORY     - Date     Condition        Report By
 OT0064  HISTORY     - 1962     MONUMENTED       CGS
 OT0064
 OT0064                          STATION DESCRIPTION
 OT0064
 OT0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0064'14.9 MI SE FROM WALL.
 OT0064'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0064'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0064'THENCE 14.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, NEAR
 OT0064'THE EAST END OF AN ASPHALT PARKING AREA AT THE SIGN BOARD OF
 OT0064'CLASTIC DIKES, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OT0064'24 FEET SOUTH OF THE CENTER LINE OF THE PARKING AREA, ABOUT
 OT0064'LEVEL WITH THE PARKING AREA, AND SET IN THE TOP OF THE NORTHWEST
 OT0064'CORNER OF A 2 1/2 FEET X 2 1/2 FEET SQUARE CONCRETE FLOOD
 OT0064'CULVERT WHICH DRAINS THE PARKING AREA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0398 ***********************************************************************
 PU0398  DESIGNATION -  L 367
 PU0398  PID         -  PU0398
 PU0398  STATE/COUNTY-  SD/PENNINGTON
 PU0398  COUNTRY     -  US
 PU0398  USGS QUAD   -  LAKE HILL (2017)
 PU0398
 PU0398                         *CURRENT SURVEY CONTROL
 PU0398  ______________________________________________________________________
 PU0398* NAD 83(1986) POSITION- 44 04 53.     (N) 102 13 39.     (W)   SCALED
 PU0398* NAVD 88 ORTHO HEIGHT -   868.384 (meters)     2849.02  (feet) ADJUSTED
 PU0398  ______________________________________________________________________
 PU0398  GEOID HEIGHT    -        -19.060 (meters)                     GEOID18
 PU0398  DYNAMIC HEIGHT  -        868.126 (meters)     2848.18  (feet) COMP
 PU0398  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 PU0398
 PU0398  VERT ORDER      -  SECOND    CLASS 0
 PU0398
 PU0398.The horizontal coordinates were scaled from a map and have
 PU0398.an estimated accuracy of +/- 6 seconds.
 PU0398
 PU0398.The orthometric height was determined by differential leveling and
 PU0398.adjusted by the NATIONAL GEODETIC SURVEY
 PU0398.in June 1991.
 PU0398
 PU0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0398.GEOID18 height accuracy estimate available here.
 PU0398
 PU0398.Click photographs - Photos may exist for this station.
 PU0398
 PU0398.The dynamic height is computed by dividing the NAVD 88
 PU0398.geopotential number by the normal gravity value computed on the
 PU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0398.degrees latitude (g = 980.6199 gals.).
 PU0398
 PU0398.The modeled gravity was interpolated from observed gravity values.
 PU0398
 PU0398;                    North         East    Units  Estimated Accuracy
 PU0398;SPC SD S     -   195,930.      448,310.      MT  (+/- 180 meters Scaled)
 PU0398
 PU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ219846(NAD 83)
 PU0398
 PU0398                          SUPERSEDED SURVEY CONTROL
 PU0398
 PU0398  NGVD 29 (??/??/92)  867.924  (m)         2847.51   (f) ADJ UNCH    2 0
 PU0398
 PU0398.Superseded values are not recommended for survey control.
 PU0398
 PU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0398.See file dsdata.pdf to determine how the superseded data were derived.
 PU0398
 PU0398_MARKER: DB = BENCH MARK DISK
 PU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0398_STAMPING: L 367 1962
 PU0398_MARK LOGO: CGS
 PU0398_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0398+STABILITY: SURFACE MOTION
 PU0398
 PU0398  HISTORY     - Date     Condition        Report By
 PU0398  HISTORY     - 1962     MONUMENTED       CGS
 PU0398  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0398
 PU0398                          STATION DESCRIPTION
 PU0398
 PU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0398'6.5 MI N FROM WALL.
 PU0398'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0398'AT WALL, 157 FEET EAST OF THE CENTER LINE OF THE ROAD, 190 FEET
 PU0398'SOUTH OF A MESH FENCE AROUND A SMALL TRANSFORMER WHICH IS ABOUT
 PU0398'300 FEET SOUTH OF A LARGE SUBSTATION, 33 FEET NORTH OF THE CENTER
 PU0398'LINE OF A DIRT ROAD LEADING EAST, 2.0 FEET NORTH OF A FENCE,
 PU0398'2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 PU0398'THE LEVEL OF THE DIRT ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0398'POST PROJECTING 5 INCHES.
 PU0398
 PU0398                          STATION RECOVERY (1981)
 PU0398
 PU0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1717 ***********************************************************************
 PU1717  DESIGNATION -  L 368
 PU1717  PID         -  PU1717
 PU1717  STATE/COUNTY-  SD/LAWRENCE
 PU1717  COUNTRY     -  US
 PU1717  USGS QUAD   -  SAINT ONGE (2017)
 PU1717
 PU1717                         *CURRENT SURVEY CONTROL
 PU1717  ______________________________________________________________________
 PU1717* NAD 83(1986) POSITION- 44 31 17.     (N) 103 41 07.     (W)   SCALED
 PU1717* NAVD 88 ORTHO HEIGHT -  1073.572 (meters)     3522.21  (feet) ADJUSTED
 PU1717  ______________________________________________________________________
 PU1717  GEOID HEIGHT    -        -15.130 (meters)                     GEOID18
 PU1717  DYNAMIC HEIGHT  -       1073.233 (meters)     3521.10  (feet) COMP
 PU1717  MODELED GRAVITY -    980,264.7   (mgal)                       NAVD 88
 PU1717
 PU1717  VERT ORDER      -  FIRST     CLASS II
 PU1717
 PU1717.The horizontal coordinates were scaled from a map and have
 PU1717.an estimated accuracy of +/- 6 seconds.
 PU1717
 PU1717.The orthometric height was determined by differential leveling and
 PU1717.adjusted by the NATIONAL GEODETIC SURVEY
 PU1717.in June 1991.
 PU1717
 PU1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1717.GEOID18 height accuracy estimate available here.
 PU1717
 PU1717.Click photographs - Photos may exist for this station.
 PU1717
 PU1717.The dynamic height is computed by dividing the NAVD 88
 PU1717.geopotential number by the normal gravity value computed on the
 PU1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1717.degrees latitude (g = 980.6199 gals.).
 PU1717
 PU1717.The modeled gravity was interpolated from observed gravity values.
 PU1717
 PU1717;                    North         East    Units  Estimated Accuracy
 PU1717;SPC SD N     -    83,130.      307,130.      MT  (+/- 180 meters Scaled)
 PU1717
 PU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK044306(NAD 83)
 PU1717
 PU1717                          SUPERSEDED SURVEY CONTROL
 PU1717
 PU1717  NGVD 29 (??/??/92) 1073.051  (m)         3520.50   (f) ADJ UNCH    1 2
 PU1717
 PU1717.Superseded values are not recommended for survey control.
 PU1717
 PU1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1717.See file dsdata.pdf to determine how the superseded data were derived.
 PU1717
 PU1717_MARKER: DB = BENCH MARK DISK
 PU1717_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1717_STAMPING: L 368 1962
 PU1717_MARK LOGO: CGS
 PU1717_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1717_ROD/PIPE-DEPTH: 3.4 meters
 PU1717
 PU1717  HISTORY     - Date     Condition        Report By
 PU1717  HISTORY     - 1962     MONUMENTED       CGS
 PU1717
 PU1717                          STATION DESCRIPTION
 PU1717
 PU1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1717'2.7 MI SE FROM ST ONGE.
 PU1717'ABOUT 2.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1717'RAILWAY FROM THE POST OFFICE AT ST. ONGE, IN SECTION 31, T 7 N,
 PU1717'R 4 E, 2 POLES WEST OF THE WEST END OF A WOODEN TRESTLE, 45 FEET
 PU1717'SOUTH OF THE SOUTH RAIL, 11 FEET SOUTHEAST OF MILE POST 140,
 PU1717'1 FOOT NORTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS
 PU1717'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, AND ON THE TOP
 PU1717'OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 11 FEET
 PU1717'AND ENCASED IN A 6-INCH TILE PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1819 ***********************************************************************
 PU1819  DESIGNATION -  L 369
 PU1819  PID         -  PU1819
 PU1819  STATE/COUNTY-  SD/BUTTE
 PU1819  COUNTRY     -  US
 PU1819  USGS QUAD   -  MUD BUTTES (2017)
 PU1819
 PU1819                         *CURRENT SURVEY CONTROL
 PU1819  ______________________________________________________________________
 PU1819* NAD 83(1986) POSITION- 44 52 04.     (N) 103 52 18.     (W)   SCALED
 PU1819* NAVD 88 ORTHO HEIGHT -   945.615 (meters)     3102.41  (feet) ADJUSTED
 PU1819  ______________________________________________________________________
 PU1819  GEOID HEIGHT    -        -15.691 (meters)                     GEOID18
 PU1819  DYNAMIC HEIGHT  -        945.365 (meters)     3101.59  (feet) COMP
 PU1819  MODELED GRAVITY -    980,320.6   (mgal)                       NAVD 88
 PU1819
 PU1819  VERT ORDER      -  SECOND    CLASS 0
 PU1819
 PU1819.The horizontal coordinates were scaled from a map and have
 PU1819.an estimated accuracy of +/- 6 seconds.
 PU1819
 PU1819.The orthometric height was determined by differential leveling and
 PU1819.adjusted by the NATIONAL GEODETIC SURVEY
 PU1819.in June 1991.
 PU1819
 PU1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1819.GEOID18 height accuracy estimate available here.
 PU1819
 PU1819.Click photographs - Photos may exist for this station.
 PU1819
 PU1819.The dynamic height is computed by dividing the NAVD 88
 PU1819.geopotential number by the normal gravity value computed on the
 PU1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1819.degrees latitude (g = 980.6199 gals.).
 PU1819
 PU1819.The modeled gravity was interpolated from observed gravity values.
 PU1819
 PU1819;                    North         East    Units  Estimated Accuracy
 PU1819;SPC SD N     -   122,260.      294,160.      MT  (+/- 180 meters Scaled)
 PU1819
 PU1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK891688(NAD 83)
 PU1819
 PU1819                          SUPERSEDED SURVEY CONTROL
 PU1819
 PU1819  NGVD 29 (??/??/92)  945.130  (m)         3100.81   (f) ADJ UNCH    2 0
 PU1819
 PU1819.Superseded values are not recommended for survey control.
 PU1819
 PU1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1819.See file dsdata.pdf to determine how the superseded data were derived.
 PU1819
 PU1819_MARKER: DB = BENCH MARK DISK
 PU1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1819_STAMPING: L 369 1962
 PU1819_MARK LOGO: CGS
 PU1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1819+STABILITY: SURFACE MOTION
 PU1819
 PU1819  HISTORY     - Date     Condition        Report By
 PU1819  HISTORY     - 1962     MONUMENTED       CGS
 PU1819
 PU1819                          STATION DESCRIPTION
 PU1819
 PU1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1819'14.7 MI N FROM BELLE FOURCHE.
 PU1819'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1819'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 3.0
 PU1819'MILES NORTHWEST ALONG A GRAVELED ROAD IN SECTION 23, T 11 N,
 PU1819'R 2 E, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 PU1819'NORTHWEST OF A CORNER FENCE POST, 1 1/2 FEET NORTHEAST OF A
 PU1819'FENCE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 PU1819'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1819'POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0219 ***********************************************************************
 OS0219  DESIGNATION -  L 37
 OS0219  PID         -  OS0219
 OS0219  STATE/COUNTY-  SD/JONES
 OS0219  COUNTRY     -  US
 OS0219  USGS QUAD   -  WESTOVER (2017)
 OS0219
 OS0219                         *CURRENT SURVEY CONTROL
 OS0219  ______________________________________________________________________
 OS0219* NAD 83(1986) POSITION- 43 44 52.52   (N) 100 39 56.98   (W)   HD_HELD1
 OS0219* NAVD 88 ORTHO HEIGHT -   551.357 (meters)     1808.91  (feet) ADJUSTED
 OS0219  ______________________________________________________________________
 OS0219  GEOID HEIGHT    -        -24.327 (meters)                     GEOID18
 OS0219  DYNAMIC HEIGHT  -        551.176 (meters)     1808.32  (feet) COMP
 OS0219  MODELED GRAVITY -    980,275.0   (mgal)                       NAVD 88
 OS0219
 OS0219  VERT ORDER      -  FIRST     CLASS II
 OS0219
 OS0219.The horizontal coordinates were determined by differentially corrected
 OS0219.hand held GPS observations or other comparable positioning techniques
 OS0219.and have an estimated accuracy of +/- 3 meters.
 OS0219
 OS0219.The orthometric height was determined by differential leveling and
 OS0219.adjusted by the NATIONAL GEODETIC SURVEY
 OS0219.in June 1991.
 OS0219
 OS0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0219.GEOID18 height accuracy estimate available here.
 OS0219
 OS0219.Click photographs - Photos may exist for this station.
 OS0219
 OS0219.The dynamic height is computed by dividing the NAVD 88
 OS0219.geopotential number by the normal gravity value computed on the
 OS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0219.degrees latitude (g = 980.6199 gals.).
 OS0219
 OS0219.The modeled gravity was interpolated from observed gravity values.
 OS0219
 OS0219;                    North         East    Units  Estimated Accuracy
 OS0219;SPC SD S     -   157,202.5     573,221.7     MT  (+/- 3 meters HH1 GPS) 
 OS0219
 OS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6587845224(NAD 83)
 OS0219
 OS0219                          SUPERSEDED SURVEY CONTROL
 OS0219
 OS0219  NGVD 29 (??/??/92)  550.922  (m)         1807.48   (f) ADJ UNCH    1 2
 OS0219
 OS0219.Superseded values are not recommended for survey control.
 OS0219
 OS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0219.See file dsdata.pdf to determine how the superseded data were derived.
 OS0219
 OS0219_MARKER: DB = BENCH MARK DISK
 OS0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0219_STAMPING: L 37 1933
 OS0219_MARK LOGO: CGS
 OS0219_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0219+STABILITY: SURFACE MOTION
 OS0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0219+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0219
 OS0219  HISTORY     - Date     Condition        Report By
 OS0219  HISTORY     - 1933     MONUMENTED       CGS
 OS0219  HISTORY     - 1948     GOOD             CGS
 OS0219  HISTORY     - 19920721 GOOD             NGS
 OS0219
 OS0219                          STATION DESCRIPTION
 OS0219
 OS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OS0219'10.5 MI S FROM MURDO.
 OS0219'10.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MURDO, JONES COUNTY,
 OS0219'0.5 MILE NORTH OF THE BRIDGE OVER WHITE RIVER, IN THE YARD OF
 OS0219'WESTOVER SCHOOL, 33 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 OS0219'26 YARDS NORTH OF THE CENTERLINE OF A T-ROAD LEADING EAST, 5 YARDS
 OS0219'EAST OF THE CORNER FENCE POST OF THE SCHOOLYARD, AND 2 FEET SOUTH
 OS0219'OF THE FENCE.  A STANDARD DISK, STAMPED L 37 1933 AND SET IN THE
 OS0219'TOP OF A CONCRETE POST.
 OS0219
 OS0219                          STATION RECOVERY (1992)
 OS0219
 OS0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0219'12.6 KM (7.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0219'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, THENCE 3.4 KM (2.10 MI)
 OS0219'SOUTHEASTERLY ALONG COUNTY ROAD S7, 34.4 NORTHEAST OF THE CENTER OF
 OS0219'THE ROAD, 32.6 M (107.0 FT) NORTH OF THE CENTER OF COUNTY ROAD S6,
 OS0219'7.9 M (25.9 FT) EAST OF THE CENTER OF A GATE, 0.4 M (1.3 FT) ABOVE
 OS0219'THE LEVEL OF ROAD S6, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 OS0219'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OS0219'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0244 ***********************************************************************
 OS0244  DESIGNATION -  L 370
 OS0244  PID         -  OS0244
 OS0244  STATE/COUNTY-  SD/JACKSON
 OS0244  COUNTRY     -  US
 OS0244  USGS QUAD   -  STAMFORD (2017)
 OS0244
 OS0244                         *CURRENT SURVEY CONTROL
 OS0244  ______________________________________________________________________
 OS0244* NAD 83(1986) POSITION- 43 53 54.     (N) 101 04 47.     (W)   SCALED
 OS0244* NAVD 88 ORTHO HEIGHT -   728.237 (meters)     2389.22  (feet) ADJUSTED
 OS0244  ______________________________________________________________________
 OS0244  GEOID HEIGHT    -        -23.165 (meters)                     GEOID18
 OS0244  DYNAMIC HEIGHT  -        727.998 (meters)     2388.44  (feet) COMP
 OS0244  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 OS0244
 OS0244  VERT ORDER      -  FIRST     CLASS II
 OS0244
 OS0244.The horizontal coordinates were scaled from a map and have
 OS0244.an estimated accuracy of +/- 6 seconds.
 OS0244
 OS0244.The orthometric height was determined by differential leveling and
 OS0244.adjusted by the NATIONAL GEODETIC SURVEY
 OS0244.in June 1991.
 OS0244
 OS0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0244.GEOID18 height accuracy estimate available here.
 OS0244
 OS0244.Click photographs - Photos may exist for this station.
 OS0244
 OS0244.The dynamic height is computed by dividing the NAVD 88
 OS0244.geopotential number by the normal gravity value computed on the
 OS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0244.degrees latitude (g = 980.6199 gals.).
 OS0244
 OS0244.The modeled gravity was interpolated from observed gravity values.
 OS0244
 OS0244;                    North         East    Units  Estimated Accuracy
 OS0244;SPC SD S     -   174,130.      540,040.      MT  (+/- 180 meters Scaled)
 OS0244
 OS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP329626(NAD 83)
 OS0244
 OS0244                          SUPERSEDED SURVEY CONTROL
 OS0244
 OS0244  NGVD 29 (??/??/92)  727.757  (m)         2387.65   (f) ADJ UNCH    1 2
 OS0244
 OS0244.Superseded values are not recommended for survey control.
 OS0244
 OS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0244.See file dsdata.pdf to determine how the superseded data were derived.
 OS0244
 OS0244_MARKER: DB = BENCH MARK DISK
 OS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0244_STAMPING: L 370 1962
 OS0244_MARK LOGO: CGS
 OS0244_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0244+STABILITY: SURFACE MOTION
 OS0244
 OS0244  HISTORY     - Date     Condition        Report By
 OS0244  HISTORY     - 1962     MONUMENTED       CGS
 OS0244  HISTORY     - 1985     MARK NOT FOUND   NGS
 OS0244
 OS0244                          STATION DESCRIPTION
 OS0244
 OS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0244'10.1 MI W FROM OKATON.
 OS0244'ABOUT 10.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0244'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN
 OS0244'SECTION 1, T 2 S, R 25 E, 18 FEET NORTH OF THE NORTH RAIL, 95
 OS0244'FEET NORTHEAST OF AND ACROSS THE TRACKS FROM MILE POST 537,
 OS0244'165 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 16, 1.5 FEET
 OS0244'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET
 OS0244'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OS0244
 OS0244                          STATION RECOVERY (1985)
 OS0244
 OS0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0244'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0520 ***********************************************************************
 PT0520  DESIGNATION -  L 371
 PT0520  PID         -  PT0520
 PT0520  STATE/COUNTY-  SD/HAAKON
 PT0520  COUNTRY     -  US
 PT0520  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0520
 PT0520                         *CURRENT SURVEY CONTROL
 PT0520  ______________________________________________________________________
 PT0520* NAD 83(1986) POSITION- 44 11 50.     (N) 101 38 54.     (W)   SCALED
 PT0520* NAVD 88 ORTHO HEIGHT -   728.932 (meters)     2391.50  (feet) ADJUSTED
 PT0520  ______________________________________________________________________
 PT0520  GEOID HEIGHT    -        -21.098 (meters)                     GEOID18
 PT0520  DYNAMIC HEIGHT  -        728.726 (meters)     2390.83  (feet) COMP
 PT0520  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 PT0520
 PT0520  VERT ORDER      -  FIRST     CLASS II
 PT0520
 PT0520.The horizontal coordinates were scaled from a map and have
 PT0520.an estimated accuracy of +/- 6 seconds.
 PT0520
 PT0520.The orthometric height was determined by differential leveling and
 PT0520.adjusted by the NATIONAL GEODETIC SURVEY
 PT0520.in June 1991.
 PT0520
 PT0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0520.GEOID18 height accuracy estimate available here.
 PT0520
 PT0520.Click photographs - Photos may exist for this station.
 PT0520
 PT0520.The dynamic height is computed by dividing the NAVD 88
 PT0520.geopotential number by the normal gravity value computed on the
 PT0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0520.degrees latitude (g = 980.6199 gals.).
 PT0520
 PT0520.The modeled gravity was interpolated from observed gravity values.
 PT0520
 PT0520;                    North         East    Units  Estimated Accuracy
 PT0520;SPC SD S     -   207,900.      494,890.      MT  (+/- 180 meters Scaled)
 PT0520
 PT0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP883971(NAD 83)
 PT0520
 PT0520                          SUPERSEDED SURVEY CONTROL
 PT0520
 PT0520  NGVD 29 (??/??/92)  728.471  (m)         2389.99   (f) ADJ UNCH    1 2
 PT0520
 PT0520.Superseded values are not recommended for survey control.
 PT0520
 PT0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0520.See file dsdata.pdf to determine how the superseded data were derived.
 PT0520
 PT0520_MARKER: DB = BENCH MARK DISK
 PT0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0520_STAMPING: L 371 1962
 PT0520_MARK LOGO: CGS
 PT0520_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0520+STABILITY: SURFACE MOTION
 PT0520
 PT0520  HISTORY     - Date     Condition        Report By
 PT0520  HISTORY     - 1962     MONUMENTED       CGS
 PT0520
 PT0520                          STATION DESCRIPTION
 PT0520
 PT0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0520'12 MI N FROM PHILIP.
 PT0520'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0520'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 1.0 MILE
 PT0520'EAST ALONG A GRAVEL ROAD, ON THE CREST OF A LOW RIDGE, 34 FEET
 PT0520'NORTH OF THE CENTERLINE OF THE ROAD, 2.1 FEET WEST OF A METAL
 PT0520'WITNESS POST, 1 1/2 FEET SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE
 PT0520'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0520'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0461 ***********************************************************************
 PT0461  DESIGNATION -  L 372
 PT0461  PID         -  PT0461
 PT0461  STATE/COUNTY-  SD/HAAKON
 PT0461  COUNTRY     -  US
 PT0461  USGS QUAD   -  POWELL (2017)
 PT0461
 PT0461                         *CURRENT SURVEY CONTROL
 PT0461  ______________________________________________________________________
 PT0461* NAD 83(1986) POSITION- 44 02 45.     (N) 101 27 08.     (W)   SCALED
 PT0461* NAVD 88 ORTHO HEIGHT -   616.846 (meters)     2023.77  (feet) ADJUSTED
 PT0461  ______________________________________________________________________
 PT0461  GEOID HEIGHT    -        -21.894 (meters)                     GEOID18
 PT0461  DYNAMIC HEIGHT  -        616.659 (meters)     2023.16  (feet) COMP
 PT0461  MODELED GRAVITY -    980,296.0   (mgal)                       NAVD 88
 PT0461
 PT0461  VERT ORDER      -  SECOND    CLASS 0
 PT0461
 PT0461.The horizontal coordinates were scaled from a map and have
 PT0461.an estimated accuracy of +/- 6 seconds.
 PT0461
 PT0461.The orthometric height was determined by differential leveling and
 PT0461.adjusted by the NATIONAL GEODETIC SURVEY
 PT0461.in June 1991.
 PT0461
 PT0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0461.GEOID18 height accuracy estimate available here.
 PT0461
 PT0461.Click photographs - Photos may exist for this station.
 PT0461
 PT0461.The dynamic height is computed by dividing the NAVD 88
 PT0461.geopotential number by the normal gravity value computed on the
 PT0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0461.degrees latitude (g = 980.6199 gals.).
 PT0461
 PT0461.The modeled gravity was interpolated from observed gravity values.
 PT0461
 PT0461;                    North         East    Units  Estimated Accuracy
 PT0461;SPC SD S     -   190,850.      510,340.      MT  (+/- 180 meters Scaled)
 PT0461
 PT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP035798(NAD 83)
 PT0461
 PT0461                          SUPERSEDED SURVEY CONTROL
 PT0461
 PT0461  NGVD 29 (??/??/92)  616.385  (m)         2022.26   (f) ADJ UNCH    2 0
 PT0461
 PT0461.Superseded values are not recommended for survey control.
 PT0461
 PT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0461.See file dsdata.pdf to determine how the superseded data were derived.
 PT0461
 PT0461_MARKER: DB = BENCH MARK DISK
 PT0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0461_STAMPING: L 372 1962
 PT0461_MARK LOGO: CGS
 PT0461_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0461+STABILITY: SURFACE MOTION
 PT0461
 PT0461  HISTORY     - Date     Condition        Report By
 PT0461  HISTORY     - 1962     MONUMENTED       CGS
 PT0461
 PT0461                          STATION DESCRIPTION
 PT0461
 PT0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0461'10.8 MI E FROM PHILIP.
 PT0461'10.85 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0461'FROM THE STATION AT PHILIP, IN SECTION 15, T 1 N, R 22 E, 2 1/2
 PT0461'POLES WEST OF MILE POST 549, AT A PRIVATE ROAD CROSSING, 97 FEET
 PT0461'SOUTH OF THE SOUTH RAIL, 14 FEET WEST OF THE CENTER LINE OF THE
 PT0461'ROAD AND GATE, 2 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A
 PT0461'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL,
 PT0461'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0639 ***********************************************************************
 PT0639  DESIGNATION -  L 373
 PT0639  PID         -  PT0639
 PT0639  STATE/COUNTY-  SD/HAAKON
 PT0639  COUNTRY     -  US
 PT0639  USGS QUAD   -  HILLAND NW (2017)
 PT0639
 PT0639                         *CURRENT SURVEY CONTROL
 PT0639  ______________________________________________________________________
 PT0639* NAD 83(1986) POSITION- 44 26 21.     (N) 101 57 04.     (W)   SCALED
 PT0639* NAVD 88 ORTHO HEIGHT -   742.032 (meters)     2434.48  (feet) ADJUSTED
 PT0639  ______________________________________________________________________
 PT0639  GEOID HEIGHT    -        -20.149 (meters)                     GEOID18
 PT0639  DYNAMIC HEIGHT  -        741.845 (meters)     2433.87  (feet) COMP
 PT0639  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 PT0639
 PT0639  VERT ORDER      -  SECOND    CLASS 0
 PT0639
 PT0639.The horizontal coordinates were scaled from a map and have
 PT0639.an estimated accuracy of +/- 6 seconds.
 PT0639
 PT0639.The orthometric height was determined by differential leveling and
 PT0639.adjusted by the NATIONAL GEODETIC SURVEY
 PT0639.in June 1991.
 PT0639
 PT0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0639.GEOID18 height accuracy estimate available here.
 PT0639
 PT0639.Click photographs - Photos may exist for this station.
 PT0639
 PT0639.The dynamic height is computed by dividing the NAVD 88
 PT0639.geopotential number by the normal gravity value computed on the
 PT0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0639.degrees latitude (g = 980.6199 gals.).
 PT0639
 PT0639.The modeled gravity was interpolated from observed gravity values.
 PT0639
 PT0639;                    North         East    Units  Estimated Accuracy
 PT0639;SPC SD S     -   235,210.      471,210.      MT  (+/- 180 meters Scaled)
 PT0639
 PT0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ651248(NAD 83)
 PT0639
 PT0639                          SUPERSEDED SURVEY CONTROL
 PT0639
 PT0639  NGVD 29 (??/??/92)  741.574  (m)         2432.98   (f) ADJ UNCH    2 0
 PT0639
 PT0639.Superseded values are not recommended for survey control.
 PT0639
 PT0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0639.See file dsdata.pdf to determine how the superseded data were derived.
 PT0639
 PT0639_MARKER: DB = BENCH MARK DISK
 PT0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0639_STAMPING: L 373 1962
 PT0639_MARK LOGO: CGS
 PT0639_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0639_ROD/PIPE-DEPTH: 4.1 meters
 PT0639
 PT0639  HISTORY     - Date     Condition        Report By
 PT0639  HISTORY     - 1962     MONUMENTED       CGS
 PT0639
 PT0639                          STATION DESCRIPTION
 PT0639
 PT0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0639'15 MI SE FROM HOWES.
 PT0639'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0639'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0639'34 AND 73, THENCE 14.45 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0639'WAS FORMERLY HIGHWAY 34 AND 73, 53 FEET NORTHEAST OF THE CENTERLINE
 PT0639'OF THE ROAD, 2 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF
 PT0639'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED ON A 5/8
 PT0639'INCH COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF 13 1/2
 PT0639'FEET, AND ENCASED IN A 6-INCH TILE PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0708 ***********************************************************************
 PT0708  DESIGNATION -  L 374
 PT0708  PID         -  PT0708
 PT0708  STATE/COUNTY-  SD/HAAKON
 PT0708  COUNTRY     -  US
 PT0708  USGS QUAD   -  POST RANCH (2017)
 PT0708
 PT0708                         *CURRENT SURVEY CONTROL
 PT0708  ______________________________________________________________________
 PT0708* NAD 83(1986) POSITION- 44 17 04.     (N) 101 53 14.     (W)   SCALED
 PT0708* NAVD 88 ORTHO HEIGHT -   786.745 (meters)     2581.18  (feet) ADJUSTED
 PT0708  ______________________________________________________________________
 PT0708  GEOID HEIGHT    -        -20.261 (meters)                     GEOID18
 PT0708  DYNAMIC HEIGHT  -        786.524 (meters)     2580.45  (feet) COMP
 PT0708  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PT0708
 PT0708  VERT ORDER      -  SECOND    CLASS 0
 PT0708
 PT0708.The horizontal coordinates were scaled from a map and have
 PT0708.an estimated accuracy of +/- 6 seconds.
 PT0708
 PT0708.The orthometric height was determined by differential leveling and
 PT0708.adjusted by the NATIONAL GEODETIC SURVEY
 PT0708.in June 1991.
 PT0708
 PT0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0708.GEOID18 height accuracy estimate available here.
 PT0708
 PT0708.Click photographs - Photos may exist for this station.
 PT0708
 PT0708.The dynamic height is computed by dividing the NAVD 88
 PT0708.geopotential number by the normal gravity value computed on the
 PT0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0708.degrees latitude (g = 980.6199 gals.).
 PT0708
 PT0708.The modeled gravity was interpolated from observed gravity values.
 PT0708
 PT0708;                    North         East    Units  Estimated Accuracy
 PT0708;SPC SD S     -   217,920.      475,980.      MT  (+/- 180 meters Scaled)
 PT0708
 PT0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ696075(NAD 83)
 PT0708
 PT0708                          SUPERSEDED SURVEY CONTROL
 PT0708
 PT0708  NGVD 29 (??/??/92)  786.279  (m)         2579.65   (f) ADJ UNCH    2 0
 PT0708
 PT0708.Superseded values are not recommended for survey control.
 PT0708
 PT0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0708.See file dsdata.pdf to determine how the superseded data were derived.
 PT0708
 PT0708_MARKER: DB = BENCH MARK DISK
 PT0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0708_STAMPING: L 374 1962
 PT0708_MARK LOGO: CGS
 PT0708_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0708+STABILITY: SURFACE MOTION
 PT0708
 PT0708  HISTORY     - Date     Condition        Report By
 PT0708  HISTORY     - 1962     MONUMENTED       CGS
 PT0708
 PT0708                          STATION DESCRIPTION
 PT0708
 PT0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0708'1.5 MI W FROM HILLAND.
 PT0708'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0708'AND CEMETERY AT HILLAND, AT A SHARP CURVE IN THE ROAD, IN
 PT0708'SECTION 25, T 4 N, R 18 E, 85 FEET WEST OF THE CENTER LINE OF
 PT0708'THE ROAD, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 PT0708'EAST, 13 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE,
 PT0708'1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PT0708'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0383 ***********************************************************************
 PU0383  DESIGNATION -  L 375
 PU0383  PID         -  PU0383
 PU0383  STATE/COUNTY-  SD/PENNINGTON
 PU0383  COUNTRY     -  US
 PU0383  USGS QUAD   -  PEDRO (2017)
 PU0383
 PU0383                         *CURRENT SURVEY CONTROL
 PU0383  ______________________________________________________________________
 PU0383* NAD 83(1986) POSITION- 44 27 44.     (N) 102 04 14.     (W)   SCALED
 PU0383* NAVD 88 ORTHO HEIGHT -   591.266 (meters)     1939.85  (feet) ADJUSTED
 PU0383  ______________________________________________________________________
 PU0383  GEOID HEIGHT    -        -19.827 (meters)                     GEOID18
 PU0383  DYNAMIC HEIGHT  -        591.132 (meters)     1939.41  (feet) COMP
 PU0383  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 PU0383
 PU0383  VERT ORDER      -  SECOND    CLASS 0
 PU0383
 PU0383.The horizontal coordinates were scaled from a map and have
 PU0383.an estimated accuracy of +/- 6 seconds.
 PU0383
 PU0383.The orthometric height was determined by differential leveling and
 PU0383.adjusted by the NATIONAL GEODETIC SURVEY
 PU0383.in June 1991.
 PU0383
 PU0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0383.GEOID18 height accuracy estimate available here.
 PU0383
 PU0383.Click photographs - Photos may exist for this station.
 PU0383
 PU0383.The dynamic height is computed by dividing the NAVD 88
 PU0383.geopotential number by the normal gravity value computed on the
 PU0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0383.degrees latitude (g = 980.6199 gals.).
 PU0383
 PU0383.The modeled gravity was interpolated from observed gravity values.
 PU0383
 PU0383;                    North         East    Units  Estimated Accuracy
 PU0383;SPC SD S     -   237,960.      461,760.      MT  (+/- 180 meters Scaled)
 PU0383
 PU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330273(NAD 83)
 PU0383
 PU0383                          SUPERSEDED SURVEY CONTROL
 PU0383
 PU0383  NGVD 29 (??/??/92)  590.824  (m)         1938.40   (f) ADJ UNCH    2 0
 PU0383
 PU0383.Superseded values are not recommended for survey control.
 PU0383
 PU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0383.See file dsdata.pdf to determine how the superseded data were derived.
 PU0383
 PU0383_MARKER: DB = BENCH MARK DISK
 PU0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0383_STAMPING: L 375 1962
 PU0383_MARK LOGO: CGS
 PU0383_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0383+STABILITY: SURFACE MOTION
 PU0383
 PU0383  HISTORY     - Date     Condition        Report By
 PU0383  HISTORY     - 1962     MONUMENTED       CGS
 PU0383
 PU0383                          STATION DESCRIPTION
 PU0383
 PU0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0383'4.6 MI NE FROM PEDRO.
 PU0383'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0383'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0383'3.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 21,
 PU0383'T 6 N, R 17 E, ABOUT 0.9 MILE NORTH OF A FARM HOUSE, 59 FEET
 PU0383'WEST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTH OF A FENCE
 PU0383'CORNER, 2 FEET EAST OF A FENCE, 1.9 FEET SOUTH OF A METAL WITNESS
 PU0383'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0383'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0033 ***********************************************************************
 PV0033  DESIGNATION -  L 376
 PV0033  PID         -  PV0033
 PV0033  STATE/COUNTY-  SD/LAWRENCE
 PV0033  COUNTRY     -  US
 PV0033  USGS QUAD   -  BEULAH (2017)
 PV0033
 PV0033                         *CURRENT SURVEY CONTROL
 PV0033  ______________________________________________________________________
 PV0033* NAD 83(1986) POSITION- 44 32 48.     (N) 104 01 20.     (W)   SCALED
 PV0033* NAVD 88 ORTHO HEIGHT -  1047.891 (meters)     3437.96  (feet) ADJUSTED
 PV0033  ______________________________________________________________________
 PV0033  GEOID HEIGHT    -        -14.537 (meters)                     GEOID18
 PV0033  DYNAMIC HEIGHT  -       1047.548 (meters)     3436.83  (feet) COMP
 PV0033  MODELED GRAVITY -    980,254.6   (mgal)                       NAVD 88
 PV0033
 PV0033  VERT ORDER      -  FIRST     CLASS II
 PV0033
 PV0033.The horizontal coordinates were scaled from a map and have
 PV0033.an estimated accuracy of +/- 6 seconds.
 PV0033
 PV0033.The orthometric height was determined by differential leveling and
 PV0033.adjusted by the NATIONAL GEODETIC SURVEY
 PV0033.in September 1993.
 PV0033
 PV0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0033.GEOID18 height accuracy estimate available here.
 PV0033
 PV0033.Click photographs - Photos may exist for this station.
 PV0033
 PV0033.The dynamic height is computed by dividing the NAVD 88
 PV0033.geopotential number by the normal gravity value computed on the
 PV0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0033.degrees latitude (g = 980.6199 gals.).
 PV0033
 PV0033.The modeled gravity was interpolated from observed gravity values.
 PV0033
 PV0033;                    North         East    Units  Estimated Accuracy
 PV0033;SPC SD N     -    87,210.      280,510.      MT  (+/- 180 meters Scaled)
 PV0033
 PV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK776330(NAD 83)
 PV0033
 PV0033                          SUPERSEDED SURVEY CONTROL
 PV0033
 PV0033  NAVD 88 (06/15/91) 1047.901  (m)         3437.99   (f) SUPERSEDED  1 2
 PV0033  NGVD 29 (??/??/92) 1047.360  (m)         3436.21   (f) ADJ UNCH    1 2
 PV0033
 PV0033.Superseded values are not recommended for survey control.
 PV0033
 PV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0033.See file dsdata.pdf to determine how the superseded data were derived.
 PV0033
 PV0033_MARKER: DB = BENCH MARK DISK
 PV0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PV0033_SP_SET: WINGWALL
 PV0033_STAMPING: L 376 1962
 PV0033_MARK LOGO: CGS
 PV0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0033+STABILITY: SURFACE MOTION
 PV0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0033+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 PV0033
 PV0033  HISTORY     - Date     Condition        Report By
 PV0033  HISTORY     - 1962     MONUMENTED       CGS
 PV0033  HISTORY     - 19910815 GOOD             NGS
 PV0033  HISTORY     - 20120307 GOOD             INDIV
 PV0033
 PV0033                          STATION DESCRIPTION
 PV0033
 PV0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0033'11.2 MI NW FROM SPEARFISH.
 PV0033'2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PV0033'SPEARFISH, THENCE 9.2 MILE WEST ALONG U.S. HIGHWAY 14, AT A
 PV0033'BRIDGE OVER CROW CREEK, SET IN TOP OF THE NORTHEAST END OF THE
 PV0033'WEST WINGWALL, 17 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PV0033'0.8 OF A FOOT SOUTHWEST OF THE WEST END OF THE SOUTH GUARDRAIL,
 PV0033'ABOUT LEVEL WITH THE HIGHWAY, DRILLED IN HORIZONTAL.
 PV0033
 PV0033                          STATION RECOVERY (1991)
 PV0033
 PV0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0033'5.6 KM (3.45 MI) EASTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0033'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, WYOMING, IN THE
 PV0033'SOUTHWEST WINGWALL OF A HIGHWAY BRIDGE SPANNING CROW CREEK, AND 5.4 M
 PV0033'(17.7 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 PV0033
 PV0033                          STATION RECOVERY (2012)
 PV0033
 PV0033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2011 ***********************************************************************
 PU2011  DESIGNATION -  L 377
 PU2011  PID         -  PU2011
 PU2011  STATE/COUNTY-  SD/BUTTE
 PU2011  COUNTRY     -  US
 PU2011  USGS QUAD   -  FRUITDALE (2017)
 PU2011
 PU2011                         *CURRENT SURVEY CONTROL
 PU2011  ______________________________________________________________________
 PU2011* NAD 83(1986) POSITION- 44 38 53.     (N) 103 42 05.     (W)   SCALED
 PU2011* NAVD 88 ORTHO HEIGHT -   898.544 (meters)     2947.97  (feet) ADJUSTED
 PU2011  ______________________________________________________________________
 PU2011  GEOID HEIGHT    -        -15.559 (meters)                     GEOID18
 PU2011  DYNAMIC HEIGHT  -        898.302 (meters)     2947.18  (feet) COMP
 PU2011  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 PU2011
 PU2011  VERT ORDER      -  SECOND    CLASS 0
 PU2011
 PU2011.The horizontal coordinates were scaled from a map and have
 PU2011.an estimated accuracy of +/- 6 seconds.
 PU2011
 PU2011.The orthometric height was determined by differential leveling and
 PU2011.adjusted by the NATIONAL GEODETIC SURVEY
 PU2011.in June 1991.
 PU2011
 PU2011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2011.GEOID18 height accuracy estimate available here.
 PU2011
 PU2011.Click photographs - Photos may exist for this station.
 PU2011
 PU2011.The dynamic height is computed by dividing the NAVD 88
 PU2011.geopotential number by the normal gravity value computed on the
 PU2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2011.degrees latitude (g = 980.6199 gals.).
 PU2011
 PU2011.The modeled gravity was interpolated from observed gravity values.
 PU2011
 PU2011;                    North         East    Units  Estimated Accuracy
 PU2011;SPC SD N     -    97,250.      306,490.      MT  (+/- 180 meters Scaled)
 PU2011
 PU2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK029446(NAD 83)
 PU2011
 PU2011                          SUPERSEDED SURVEY CONTROL
 PU2011
 PU2011  NGVD 29 (??/??/92)  898.061  (m)         2946.39   (f) ADJ UNCH    2 0
 PU2011
 PU2011.Superseded values are not recommended for survey control.
 PU2011
 PU2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2011.See file dsdata.pdf to determine how the superseded data were derived.
 PU2011
 PU2011_MARKER: DB = BENCH MARK DISK
 PU2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2011_STAMPING: L 377 1962
 PU2011_MARK LOGO: CGS
 PU2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2011+STABILITY: SURFACE MOTION
 PU2011
 PU2011  HISTORY     - Date     Condition        Report By
 PU2011  HISTORY     - 1962     MONUMENTED       CGS
 PU2011
 PU2011                          STATION DESCRIPTION
 PU2011
 PU2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2011'1.6 MI S FROM FRUITDALE.
 PU2011'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2011'FRUITDALE, 53 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 PU2011'GRAVELED ROAD, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET
 PU2011'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 4 FEET WEST OF
 PU2011'POWER POLE 1-97, 1.5 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A
 PU2011'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU2011'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0458 ***********************************************************************
 PU0458  DESIGNATION -  L 378
 PU0458  PID         -  PU0458
 PU0458  STATE/COUNTY-  SD/PENNINGTON
 PU0458  COUNTRY     -  US
 PU0458  USGS QUAD   -  CREIGHTON (2017)
 PU0458
 PU0458                         *CURRENT SURVEY CONTROL
 PU0458  ______________________________________________________________________
 PU0458* NAD 83(1986) POSITION- 44 18 45.     (N) 102 11 16.     (W)   SCALED
 PU0458* NAVD 88 ORTHO HEIGHT -   812.898 (meters)     2666.98  (feet) ADJUSTED
 PU0458  ______________________________________________________________________
 PU0458  GEOID HEIGHT    -        -19.411 (meters)                     GEOID18
 PU0458  DYNAMIC HEIGHT  -        812.673 (meters)     2666.24  (feet) COMP
 PU0458  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 PU0458
 PU0458  VERT ORDER      -  SECOND    CLASS 0
 PU0458
 PU0458.The horizontal coordinates were scaled from a map and have
 PU0458.an estimated accuracy of +/- 6 seconds.
 PU0458
 PU0458.The orthometric height was determined by differential leveling and
 PU0458.adjusted by the NATIONAL GEODETIC SURVEY
 PU0458.in June 1991.
 PU0458
 PU0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0458.GEOID18 height accuracy estimate available here.
 PU0458
 PU0458.Click photographs - Photos may exist for this station.
 PU0458
 PU0458.The dynamic height is computed by dividing the NAVD 88
 PU0458.geopotential number by the normal gravity value computed on the
 PU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0458.degrees latitude (g = 980.6199 gals.).
 PU0458
 PU0458.The modeled gravity was interpolated from observed gravity values.
 PU0458
 PU0458;                    North         East    Units  Estimated Accuracy
 PU0458;SPC SD S     -   221,530.      452,060.      MT  (+/- 180 meters Scaled)
 PU0458
 PU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK242104(NAD 83)
 PU0458
 PU0458                          SUPERSEDED SURVEY CONTROL
 PU0458
 PU0458  NGVD 29 (??/??/92)  812.435  (m)         2665.46   (f) ADJ UNCH    2 0
 PU0458
 PU0458.Superseded values are not recommended for survey control.
 PU0458
 PU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0458.See file dsdata.pdf to determine how the superseded data were derived.
 PU0458
 PU0458_MARKER: DB = BENCH MARK DISK
 PU0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0458_STAMPING: L 378 1962
 PU0458_MARK LOGO: CGS
 PU0458_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0458_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0458_ROD/PIPE-DEPTH: 3.7 meters
 PU0458
 PU0458  HISTORY     - Date     Condition        Report By
 PU0458  HISTORY     - 1962     MONUMENTED       CGS
 PU0458
 PU0458                          STATION DESCRIPTION
 PU0458
 PU0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0458'4.8 MI N FROM CREIGHTON.
 PU0458'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0458'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0458'GRAVELED ROAD, THENCE 1.75 MILES NORTH ALONG A GRAVELED ROAD, EAST
 PU0458'OF AND ACROSS THE ROAD FROM THE NORTH CREIGHTON SCHOOL, 93 FEET
 PU0458'SOUTHEAST OF AND ACROSS A ROAD INTERSECTION FROM A POWER POLE, 34
 PU0458'FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET SOUTHEAST OF
 PU0458'THE CENTER OF THE INTERSECTION, 31 FEET SOUTH OF THE CENTER LINE OF
 PU0458'A FEILD ROAD, 3 1/2 FEET NORTHEAST OF AND INSIDE OF A FENCE CORNER,
 PU0458'1.7 FEET SOUTHWEST OF A METAL WITNESS POST, AND ON THE TOP OF A
 PU0458'5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET
 PU0458'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0588 ***********************************************************************
 PU0588  DESIGNATION -  L 379
 PU0588  PID         -  PU0588
 PU0588  STATE/COUNTY-  SD/PENNINGTON
 PU0588  COUNTRY     -  US
 PU0588  USGS QUAD   -  HORSE TOOTH (2017)
 PU0588
 PU0588                         *CURRENT SURVEY CONTROL
 PU0588  ______________________________________________________________________
 PU0588* NAD 83(1986) POSITION- 44 10 05.     (N) 102 04 03.     (W)   SCALED
 PU0588* NAVD 88 ORTHO HEIGHT -   804.610 (meters)     2639.79  (feet) ADJUSTED
 PU0588  ______________________________________________________________________
 PU0588  GEOID HEIGHT    -        -19.638 (meters)                     GEOID18
 PU0588  DYNAMIC HEIGHT  -        804.378 (meters)     2639.03  (feet) COMP
 PU0588  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 PU0588
 PU0588  VERT ORDER      -  SECOND    CLASS 0
 PU0588
 PU0588.The horizontal coordinates were scaled from a map and have
 PU0588.an estimated accuracy of +/- 6 seconds.
 PU0588
 PU0588.The orthometric height was determined by differential leveling and
 PU0588.adjusted by the NATIONAL GEODETIC SURVEY
 PU0588.in June 1991.
 PU0588
 PU0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0588.GEOID18 height accuracy estimate available here.
 PU0588
 PU0588.Click photographs - Photos may exist for this station.
 PU0588
 PU0588.The dynamic height is computed by dividing the NAVD 88
 PU0588.geopotential number by the normal gravity value computed on the
 PU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0588.degrees latitude (g = 980.6199 gals.).
 PU0588
 PU0588.The modeled gravity was interpolated from observed gravity values.
 PU0588
 PU0588;                    North         East    Units  Estimated Accuracy
 PU0588;SPC SD S     -   205,280.      461,320.      MT  (+/- 180 meters Scaled)
 PU0588
 PU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ344947(NAD 83)
 PU0588
 PU0588                          SUPERSEDED SURVEY CONTROL
 PU0588
 PU0588  NGVD 29 (??/??/92)  804.153  (m)         2638.29   (f) ADJ UNCH    2 0
 PU0588
 PU0588.Superseded values are not recommended for survey control.
 PU0588
 PU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0588.See file dsdata.pdf to determine how the superseded data were derived.
 PU0588
 PU0588_MARKER: DB = BENCH MARK DISK
 PU0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0588_STAMPING: L 379 1962
 PU0588_MARK LOGO: CGS
 PU0588_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0588+STABILITY: SURFACE MOTION
 PU0588
 PU0588  HISTORY     - Date     Condition        Report By
 PU0588  HISTORY     - 1962     MONUMENTED       CGS
 PU0588
 PU0588                          STATION DESCRIPTION
 PU0588
 PU0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0588'15.8 MI NE FROM QUINN.
 PU0588'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0588'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0588'4.05 MILES NORTH ALONG A GRADED DIRT ROAD, 64 FEET EAST-NORTHEAST
 PU0588'OF THE CENTER OF A JUNCTION OF A TRACK ROAD AND THE DIRT ROAD,
 PU0588'71 1/2 FEET NORTH-NORTHEAST OF AND ACROSS THE TRACK ROAD FROM
 PU0588'A POWER POLE, 60 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD,
 PU0588'19 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 1 FOOT SOUTH
 PU0588'OF AN OLD FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU0588'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0588'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0161 ***********************************************************************
 OS0161  DESIGNATION -  L 38
 OS0161  PID         -  OS0161
 OS0161  STATE/COUNTY-  SD/TODD
 OS0161  COUNTRY     -  US
 OS0161  USGS QUAD   -  OLSONVILLE NW (2017)
 OS0161
 OS0161                         *CURRENT SURVEY CONTROL
 OS0161  ______________________________________________________________________
 OS0161* NAD 83(1986) POSITION- 43 13 25.     (N) 100 38 28.     (W)   SCALED
 OS0161* NAVD 88 ORTHO HEIGHT -   848.979 (meters)     2785.36  (feet) ADJUSTED
 OS0161  ______________________________________________________________________
 OS0161  GEOID HEIGHT    -        -22.953 (meters)                     GEOID18
 OS0161  DYNAMIC HEIGHT  -        848.634 (meters)     2784.23  (feet) COMP
 OS0161  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 OS0161
 OS0161  VERT ORDER      -  FIRST     CLASS II
 OS0161
 OS0161.The horizontal coordinates were scaled from a map and have
 OS0161.an estimated accuracy of +/- 6 seconds.
 OS0161
 OS0161.The orthometric height was determined by differential leveling and
 OS0161.adjusted by the NATIONAL GEODETIC SURVEY
 OS0161.in June 1991.
 OS0161
 OS0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0161.GEOID18 height accuracy estimate available here.
 OS0161
 OS0161.Click photographs - Photos may exist for this station.
 OS0161
 OS0161.The dynamic height is computed by dividing the NAVD 88
 OS0161.geopotential number by the normal gravity value computed on the
 OS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0161.degrees latitude (g = 980.6199 gals.).
 OS0161
 OS0161.The modeled gravity was interpolated from observed gravity values.
 OS0161
 OS0161;                    North         East    Units  Estimated Accuracy
 OS0161;SPC SD S     -    98,950.      575,000.      MT  (+/- 180 meters Scaled)
 OS0161
 OS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN667869(NAD 83)
 OS0161
 OS0161                          SUPERSEDED SURVEY CONTROL
 OS0161
 OS0161  NGVD 29 (??/??/92)  848.614  (m)         2784.16   (f) ADJ UNCH    1 2
 OS0161
 OS0161.Superseded values are not recommended for survey control.
 OS0161
 OS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0161.See file dsdata.pdf to determine how the superseded data were derived.
 OS0161
 OS0161_MARKER: DB = BENCH MARK DISK
 OS0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0161_STAMPING: L 38 1933
 OS0161_MARK LOGO: CGS
 OS0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0161+STABILITY: SURFACE MOTION
 OS0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0161+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0161
 OS0161  HISTORY     - Date     Condition        Report By
 OS0161  HISTORY     - 1933     MONUMENTED       CGS
 OS0161  HISTORY     - 1941     GOOD             CGS
 OS0161  HISTORY     - 19920721 GOOD             NGS
 OS0161
 OS0161                          STATION DESCRIPTION
 OS0161
 OS0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0161'6.5 MI S FROM MISSION.
 OS0161'ABOUT 6.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MISSION,
 OS0161'TODD COUNTY, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OS0161'27 FEET NORTH OF A FENCE CORNER, AND 2 FEET EAST OF THE
 OS0161'FENCE LINE.  A STANDARD DISK, STAMPED L 38 1933 AND SET IN THE TOP
 OS0161'OF A CONCRETE POST.
 OS0161
 OS0161                          STATION RECOVERY (1941)
 OS0161
 OS0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OS0161'RECOVERED IN GOOD CONDITION.
 OS0161
 OS0161                          STATION RECOVERY (1992)
 OS0161
 OS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0161'10.6 KM (6.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0161'OF U.S. HIGHWAY 18 IN MISSION, THENCE 0.5 KM (0.30 MI) WESTERLY
 OS0161'ALONG A ROAD (ABANDONED), 15.3 M (50.2 FT) NORTH OF THE CENTER OF THE
 OS0161'ROAD, 7.9 M (25.9 FT) NORTH OF A FENCE CORNER, 1.1 M (3.6 FT) EAST OF
 OS0161'A WITNESS POST AND FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD,
 OS0161'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0528 ***********************************************************************
 PU0528  DESIGNATION -  L 380
 PU0528  PID         -  PU0528
 PU0528  STATE/COUNTY-  SD/PENNINGTON
 PU0528  COUNTRY     -  US
 PU0528  USGS QUAD   -  WASTA NE (2017)
 PU0528
 PU0528                         *CURRENT SURVEY CONTROL
 PU0528  ______________________________________________________________________
 PU0528* NAD 83(1986) POSITION- 44 11 23.     (N) 102 16 18.     (W)   SCALED
 PU0528* NAVD 88 ORTHO HEIGHT -   884.900 (meters)     2903.21  (feet) ADJUSTED
 PU0528  ______________________________________________________________________
 PU0528  GEOID HEIGHT    -        -19.053 (meters)                     GEOID18
 PU0528  DYNAMIC HEIGHT  -        884.640 (meters)     2902.36  (feet) COMP
 PU0528  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 PU0528
 PU0528  VERT ORDER      -  SECOND    CLASS 0
 PU0528
 PU0528.The horizontal coordinates were scaled from a map and have
 PU0528.an estimated accuracy of +/- 6 seconds.
 PU0528
 PU0528.The orthometric height was determined by differential leveling and
 PU0528.adjusted by the NATIONAL GEODETIC SURVEY
 PU0528.in June 1991.
 PU0528
 PU0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0528.GEOID18 height accuracy estimate available here.
 PU0528
 PU0528.Click photographs - Photos may exist for this station.
 PU0528
 PU0528.The dynamic height is computed by dividing the NAVD 88
 PU0528.geopotential number by the normal gravity value computed on the
 PU0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0528.degrees latitude (g = 980.6199 gals.).
 PU0528
 PU0528.The modeled gravity was interpolated from observed gravity values.
 PU0528
 PU0528;                    North         East    Units  Estimated Accuracy
 PU0528;SPC SD S     -   208,040.      445,050.      MT  (+/- 180 meters Scaled)
 PU0528
 PU0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ180965(NAD 83)
 PU0528
 PU0528                          SUPERSEDED SURVEY CONTROL
 PU0528
 PU0528  NGVD 29 (??/??/92)  884.439  (m)         2901.70   (f) ADJ UNCH    2 0
 PU0528
 PU0528.Superseded values are not recommended for survey control.
 PU0528
 PU0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0528.See file dsdata.pdf to determine how the superseded data were derived.
 PU0528
 PU0528_MARKER: DB = BENCH MARK DISK
 PU0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0528_STAMPING: L 380 1962
 PU0528_MARK LOGO: CGS
 PU0528_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0528+STABILITY: SURFACE MOTION
 PU0528
 PU0528  HISTORY     - Date     Condition        Report By
 PU0528  HISTORY     - 1962     MONUMENTED       CGS
 PU0528
 PU0528                          STATION DESCRIPTION
 PU0528
 PU0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0528'9.1 MI SW FROM CREIGHTON.
 PU0528'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0528'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0528'A GRAVELED ROAD, THENCE 0.8 MILE NORTHWEST ALONG A GRAVELED
 PU0528'ROAD, 0.25 MILE WEST OF A CURVE IN THE ROAD, ABOUT 200 FEET
 PU0528'WEST OF THE CREST OF A SMALL HILL, IN SECTION 26, T 3 N, R 15 E,
 PU0528'43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET
 PU0528'EAST OF THE CENTER LINE OF A FIELD GATE, 6 FEET EAST OF A
 PU0528'POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST OF A
 PU0528'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0528'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0344 ***********************************************************************
 PU0344  DESIGNATION -  L 381
 PU0344  PID         -  PU0344
 PU0344  STATE/COUNTY-  SD/PENNINGTON
 PU0344  COUNTRY     -  US
 PU0344  USGS QUAD   -  WASTA (2017)
 PU0344
 PU0344                         *CURRENT SURVEY CONTROL
 PU0344  ______________________________________________________________________
 PU0344* NAD 83(1986) POSITION- 44 01 24.     (N) 102 22 38.     (W)   SCALED
 PU0344* NAVD 88 ORTHO HEIGHT -   840.804 (meters)     2758.54  (feet) ADJUSTED
 PU0344  ______________________________________________________________________
 PU0344  GEOID HEIGHT    -        -18.610 (meters)                     GEOID18
 PU0344  DYNAMIC HEIGHT  -        840.555 (meters)     2757.72  (feet) COMP
 PU0344  MODELED GRAVITY -    980,293.8   (mgal)                       NAVD 88
 PU0344
 PU0344  VERT ORDER      -  SECOND    CLASS 0
 PU0344
 PU0344.The horizontal coordinates were scaled from a map and have
 PU0344.an estimated accuracy of +/- 6 seconds.
 PU0344
 PU0344.The orthometric height was determined by differential leveling and
 PU0344.adjusted by the NATIONAL GEODETIC SURVEY
 PU0344.in June 1991.
 PU0344
 PU0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0344.GEOID18 height accuracy estimate available here.
 PU0344
 PU0344.Click photographs - Photos may exist for this station.
 PU0344
 PU0344.The dynamic height is computed by dividing the NAVD 88
 PU0344.geopotential number by the normal gravity value computed on the
 PU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0344.degrees latitude (g = 980.6199 gals.).
 PU0344
 PU0344.The modeled gravity was interpolated from observed gravity values.
 PU0344
 PU0344;                    North         East    Units  Estimated Accuracy
 PU0344;SPC SD S     -   189,760.      436,160.      MT  (+/- 180 meters Scaled)
 PU0344
 PU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ101778(NAD 83)
 PU0344
 PU0344                          SUPERSEDED SURVEY CONTROL
 PU0344
 PU0344  NGVD 29 (??/??/92)  840.357  (m)         2757.07   (f) ADJ UNCH    2 0
 PU0344
 PU0344.Superseded values are not recommended for survey control.
 PU0344
 PU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0344.See file dsdata.pdf to determine how the superseded data were derived.
 PU0344
 PU0344_MARKER: DB = BENCH MARK DISK
 PU0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0344_STAMPING: L 381 1962
 PU0344_MARK LOGO: CGS
 PU0344_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0344+STABILITY: SURFACE MOTION
 PU0344
 PU0344  HISTORY     - Date     Condition        Report By
 PU0344  HISTORY     - 1962     MONUMENTED       CGS
 PU0344
 PU0344                          STATION DESCRIPTION
 PU0344
 PU0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0344'7.3 MI SE FROM WASTA.
 PU0344'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0344'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 PU0344'GRAVELED ROAD, 0.5 MILE SOUTH OF A PRIVATE ROAD LEADING WEST,
 PU0344'IN THE SOUTH SIDE AND CENTER OF SECTION 24 T 1 N R 14 E, SOUTHWEST
 PU0344'OF THE CENTER LINE OF A CURVE WITH ROAD LEADING EAST, 58 FEET
 PU0344'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD ACROSS A
 PU0344'ROAD LEADING WEST, 29 FEET EAST OF THE CENTER LINE OF A FIELD
 PU0344'GATE, 2 FEET NORTH OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL
 PU0344'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PU0344'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0479 ***********************************************************************
 OS0479  DESIGNATION -  L 382
 OS0479  PID         -  OS0479
 OS0479  STATE/COUNTY-  SD/JACKSON
 OS0479  COUNTRY     -  US
 OS0479  USGS QUAD   -  INTERIOR (2017)
 OS0479
 OS0479                         *CURRENT SURVEY CONTROL
 OS0479  ______________________________________________________________________
 OS0479* NAD 83(1986) POSITION- 43 44 59.     (N) 101 55 55.     (W)   SCALED
 OS0479* NAVD 88 ORTHO HEIGHT -   788.996 (meters)     2588.56  (feet) ADJUSTED
 OS0479  ______________________________________________________________________
 OS0479  GEOID HEIGHT    -        -20.052 (meters)                     GEOID18
 OS0479  DYNAMIC HEIGHT  -        788.745 (meters)     2587.74  (feet) COMP
 OS0479  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OS0479
 OS0479  VERT ORDER      -  FIRST     CLASS II
 OS0479
 OS0479.The horizontal coordinates were scaled from a map and have
 OS0479.an estimated accuracy of +/- 6 seconds.
 OS0479
 OS0479.The orthometric height was determined by differential leveling and
 OS0479.adjusted by the NATIONAL GEODETIC SURVEY
 OS0479.in June 1991.
 OS0479
 OS0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0479.GEOID18 height accuracy estimate available here.
 OS0479
 OS0479.Click photographs - Photos may exist for this station.
 OS0479
 OS0479.The dynamic height is computed by dividing the NAVD 88
 OS0479.geopotential number by the normal gravity value computed on the
 OS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0479.degrees latitude (g = 980.6199 gals.).
 OS0479
 OS0479.The modeled gravity was interpolated from observed gravity values.
 OS0479
 OS0479;                    North         East    Units  Estimated Accuracy
 OS0479;SPC SD S     -   158,590.      471,260.      MT  (+/- 180 meters Scaled)
 OS0479
 OS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP639482(NAD 83)
 OS0479
 OS0479                          SUPERSEDED SURVEY CONTROL
 OS0479
 OS0479  NGVD 29 (??/??/92)  788.517  (m)         2586.99   (f) ADJ UNCH    1 2
 OS0479
 OS0479.Superseded values are not recommended for survey control.
 OS0479
 OS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0479.See file dsdata.pdf to determine how the superseded data were derived.
 OS0479
 OS0479_MARKER: DB = BENCH MARK DISK
 OS0479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0479_SP_SET: RETAINING WALL
 OS0479_STAMPING: L 382 1962
 OS0479_MARK LOGO: CGS
 OS0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0479+STABILITY: SURFACE MOTION
 OS0479
 OS0479  HISTORY     - Date     Condition        Report By
 OS0479  HISTORY     - 1962     MONUMENTED       CGS
 OS0479  HISTORY     - 1985     GOOD             NGS
 OS0479  HISTORY     - 20130116 POOR             INDIV
 OS0479
 OS0479                          STATION DESCRIPTION
 OS0479
 OS0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0479'0.6 MI NE FROM CEDAR PASS.
 OS0479'0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE HIGHWAY 40
 OS0479'FROM THE RANGER STATION AT CEDAR PASS, OR 0.25 MILE EAST ALONG
 OS0479'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 OS0479'STATION AT INTERIOR, THENCE 3.2 MILES NORTHEAST ALONG STATE
 OS0479'HIGHWAY 40, 94 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 OS0479'SHARP DIRT FORMATION, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 OS0479'THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0479'SET IN THE TOP OF THE SOUTHWEST SIDE OF THE CONCRETE RETAINING
 OS0479'WALL OF A 2 FEET BY 2 FEET DRAINAGE BOX.
 OS0479
 OS0479                          STATION RECOVERY (1985)
 OS0479
 OS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0479'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0479'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0479'HIGHWAY 44 IN INTERIOR, THENCE 1.45 KM (0.9 MI) NORTHEAST ALONG STATE
 OS0479'HIGHWAY 240, IN TOP OF THE SOUTHWEST WALL OF AND 0.5 METER (1.5 FT)
 OS0479'NORTHWEST OF THE SOUTH CORNER OF A 2- BY 3-FOOT GRATE DRAIN FLUSH WITH
 OS0479'THE SURFACE OF THE GROUND, 0.95 KM (0.6 MI) NORTHEAST OF THE CEDAR
 OS0479'PASS RANGER STATION, ON THE INSIDE OF THE SOUTHWEST END OF A SHARP
 OS0479'CURVE, 7.3 METERS (24 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 90.2
 OS0479'METERS (296 FT) SOUTHWEST OF THE CENTER OF A SCENIC OVERLOOK ENTRANCE
 OS0479'ROAD AND 28.6 METERS (94 FT) NORTH ACROSS THE HIGHWAY FROM A SHARP TOP
 OS0479'DIRT FORMATION.
 OS0479'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OS0479
 OS0479                          STATION RECOVERY (2013)
 OS0479
 OS0479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0479'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0725 ***********************************************************************
 PT0725  DESIGNATION -  L 383
 PT0725  PID         -  PT0725
 PT0725  STATE/COUNTY-  SD/HAAKON
 PT0725  COUNTRY     -  US
 PT0725  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0725
 PT0725                         *CURRENT SURVEY CONTROL
 PT0725  ______________________________________________________________________
 PT0725* NAD 83(1986) POSITION- 44 10 59.     (N) 101 44 00.     (W)   SCALED
 PT0725* NAVD 88 ORTHO HEIGHT -   726.720 (meters)     2384.25  (feet) ADJUSTED
 PT0725  ______________________________________________________________________
 PT0725  GEOID HEIGHT    -        -20.794 (meters)                     GEOID18
 PT0725  DYNAMIC HEIGHT  -        726.512 (meters)     2383.56  (feet) COMP
 PT0725  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 PT0725
 PT0725  VERT ORDER      -  SECOND    CLASS 0
 PT0725
 PT0725.The horizontal coordinates were scaled from a map and have
 PT0725.an estimated accuracy of +/- 6 seconds.
 PT0725
 PT0725.The orthometric height was determined by differential leveling and
 PT0725.adjusted by the NATIONAL GEODETIC SURVEY
 PT0725.in June 1991.
 PT0725
 PT0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0725.GEOID18 height accuracy estimate available here.
 PT0725
 PT0725.Click photographs - Photos may exist for this station.
 PT0725
 PT0725.The dynamic height is computed by dividing the NAVD 88
 PT0725.geopotential number by the normal gravity value computed on the
 PT0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0725.degrees latitude (g = 980.6199 gals.).
 PT0725
 PT0725.The modeled gravity was interpolated from observed gravity values.
 PT0725
 PT0725;                    North         East    Units  Estimated Accuracy
 PT0725;SPC SD S     -   206,440.      488,070.      MT  (+/- 180 meters Scaled)
 PT0725
 PT0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP815958(NAD 83)
 PT0725
 PT0725                          SUPERSEDED SURVEY CONTROL
 PT0725
 PT0725  NGVD 29 (??/??/92)  726.258  (m)         2382.73   (f) ADJ UNCH    2 0
 PT0725
 PT0725.Superseded values are not recommended for survey control.
 PT0725
 PT0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0725.See file dsdata.pdf to determine how the superseded data were derived.
 PT0725
 PT0725_MARKER: DB = BENCH MARK DISK
 PT0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0725_SP_SET: BRIDGE
 PT0725_STAMPING: L 383 1962
 PT0725_MARK LOGO: CGS
 PT0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0725
 PT0725  HISTORY     - Date     Condition        Report By
 PT0725  HISTORY     - 1962     MONUMENTED       CGS
 PT0725
 PT0725                          STATION DESCRIPTION
 PT0725
 PT0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0725'13.2 MI NW FROM PHILIP.
 PT0725'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0725'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 3.25 MILES
 PT0725'WEST ALONG A GRAVELED ROAD, IN SECTION 32, T 3 N, R 20 E, 11
 PT0725'FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 PT0725'THE EAST END OF THE CONCRETE BASE FOR THE SOUTH GUARD RAIL OF
 PT0725'THE CONCRETE BRIDGE OVER GRINDSTONE CREEK, ABOUT 1 FOOT ABOVE
 PT0725'THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0767 ***********************************************************************
 PT0767  DESIGNATION -  L 384
 PT0767  PID         -  PT0767
 PT0767  STATE/COUNTY-  SD/HAAKON
 PT0767  COUNTRY     -  US
 PT0767  USGS QUAD   -  PHILIP (2017)
 PT0767
 PT0767                         *CURRENT SURVEY CONTROL
 PT0767  ______________________________________________________________________
 PT0767* NAD 83(1986) POSITION- 44 01 35.     (N) 101 43 42.     (W)   SCALED
 PT0767* NAVD 88 ORTHO HEIGHT -   692.899 (meters)     2273.29  (feet) ADJUSTED
 PT0767  ______________________________________________________________________
 PT0767  GEOID HEIGHT    -        -20.874 (meters)                     GEOID18
 PT0767  DYNAMIC HEIGHT  -        692.698 (meters)     2272.63  (feet) COMP
 PT0767  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 PT0767
 PT0767  VERT ORDER      -  SECOND    CLASS 0
 PT0767
 PT0767.The horizontal coordinates were scaled from a map and have
 PT0767.an estimated accuracy of +/- 6 seconds.
 PT0767
 PT0767.The orthometric height was determined by differential leveling and
 PT0767.adjusted by the NATIONAL GEODETIC SURVEY
 PT0767.in June 1991.
 PT0767
 PT0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0767.GEOID18 height accuracy estimate available here.
 PT0767
 PT0767.Click photographs - Photos may exist for this station.
 PT0767
 PT0767.The dynamic height is computed by dividing the NAVD 88
 PT0767.geopotential number by the normal gravity value computed on the
 PT0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0767.degrees latitude (g = 980.6199 gals.).
 PT0767
 PT0767.The modeled gravity was interpolated from observed gravity values.
 PT0767
 PT0767;                    North         East    Units  Estimated Accuracy
 PT0767;SPC SD S     -   189,030.      488,180.      MT  (+/- 180 meters Scaled)
 PT0767
 PT0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP813784(NAD 83)
 PT0767
 PT0767                          SUPERSEDED SURVEY CONTROL
 PT0767
 PT0767  NGVD 29 (??/??/92)  692.451  (m)         2271.82   (f) ADJ UNCH    2 0
 PT0767
 PT0767.Superseded values are not recommended for survey control.
 PT0767
 PT0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0767.See file dsdata.pdf to determine how the superseded data were derived.
 PT0767
 PT0767_MARKER: DB = BENCH MARK DISK
 PT0767_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PT0767+WITH SETTING: PAVEMENT
 PT0767_SP_SET: BASE
 PT0767_STAMPING: L 384 1962
 PT0767_MARK LOGO: CGS
 PT0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0767+STABILITY: SURFACE MOTION
 PT0767
 PT0767  HISTORY     - Date     Condition        Report By
 PT0767  HISTORY     - 1962     MONUMENTED       CGS
 PT0767
 PT0767                          STATION DESCRIPTION
 PT0767
 PT0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0767'3.6 MI SW FROM PHILIP.
 PT0767'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0767'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0767'ALONG WEST PINE STREET, THENCE 2.6 MILES SOUTHWEST ALONG U.S.
 PT0767'HIGHWAY 14, ABOUT 0.1 MILE SOUTHWEST OF A NORTH-SOUTH ROAD,
 PT0767'97 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 PT0767'SOUTHEAST OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 PT0767'AND SET IN THE TOP OF THE CONCRETE BASE OF AN 18-INCH CONCRETE
 PT0767'CYLINDER WHICH PROJECTS 3 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0152 ***********************************************************************
 OT0152  DESIGNATION -  L 385
 OT0152  PID         -  OT0152
 OT0152  STATE/COUNTY-  SD/PENNINGTON
 OT0152  COUNTRY     -  US
 OT0152  USGS QUAD   -  WALL SW (2017)
 OT0152
 OT0152                         *CURRENT SURVEY CONTROL
 OT0152  ______________________________________________________________________
 OT0152* NAD 83(1986) POSITION- 43 48 45.21   (N) 102 09 30.53   (W)   HD_HELD1
 OT0152* NAVD 88 ORTHO HEIGHT -   856.106 (meters)     2808.74  (feet) ADJUSTED
 OT0152  ______________________________________________________________________
 OT0152  GEOID HEIGHT    -        -19.321 (meters)                     GEOID18
 OT0152  DYNAMIC HEIGHT  -        855.827 (meters)     2807.83  (feet) COMP
 OT0152  MODELED GRAVITY -    980,264.5   (mgal)                       NAVD 88
 OT0152
 OT0152  VERT ORDER      -  SECOND    CLASS 0
 OT0152
 OT0152.The horizontal coordinates were determined by differentially corrected
 OT0152.hand held GPS observations or other comparable positioning techniques
 OT0152.and have an estimated accuracy of +/- 3 meters.
 OT0152
 OT0152.The orthometric height was determined by differential leveling and
 OT0152.adjusted by the NATIONAL GEODETIC SURVEY
 OT0152.in June 1991.
 OT0152
 OT0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0152.GEOID18 height accuracy estimate available here.
 OT0152
 OT0152.Click photographs - Photos may exist for this station.
 OT0152
 OT0152.The dynamic height is computed by dividing the NAVD 88
 OT0152.geopotential number by the normal gravity value computed on the
 OT0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0152.degrees latitude (g = 980.6199 gals.).
 OT0152
 OT0152.The modeled gravity was interpolated from observed gravity values.
 OT0152
 OT0152;                    North         East    Units  Estimated Accuracy
 OT0152;SPC SD S     -   165,943.2     453,176.5     MT  (+/- 3 meters HH1 GPS) 
 OT0152
 OT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2853654979(NAD 83)
 OT0152
 OT0152                          SUPERSEDED SURVEY CONTROL
 OT0152
 OT0152  NGVD 29 (??/??/92)  855.637  (m)         2807.20   (f) ADJ UNCH    2 0
 OT0152
 OT0152.Superseded values are not recommended for survey control.
 OT0152
 OT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0152.See file dsdata.pdf to determine how the superseded data were derived.
 OT0152
 OT0152_MARKER: DB = BENCH MARK DISK
 OT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0152_STAMPING: L 385 1962
 OT0152_MARK LOGO: CGS
 OT0152_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0152+STABILITY: SURFACE MOTION
 OT0152
 OT0152  HISTORY     - Date     Condition        Report By
 OT0152  HISTORY     - 1962     MONUMENTED       CGS
 OT0152  HISTORY     - 20160913 GOOD             USPSQD
 OT0152
 OT0152                          STATION DESCRIPTION
 OT0152
 OT0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0152'14.1 MI S FROM QUINN.
 OT0152'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0152'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0152'3.4 MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST
 OT0152'ALONG A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED
 OT0152'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 8.3
 OT0152'MILES SOUTH ALONG A BLADED DIRT ROAD, 0.5 MILE SOUTH ALONG THE
 OT0152'BLADED DIRT ROAD FROM A CATTLE GUARD, AT THE JUNCTION OF THE
 OT0152'DIRT ROAD AND U.S. HIGHWAY 16A, 51 FEET EAST OF THE CENTER
 OT0152'LINE OF THE NORTH-SOUTH ROAD, 173 FEET NORTH OF THE CENTER LINE
 OT0152'OF U.S. HIGHWAY 16A, 1.5 FEET NORTH OF A METAL WITNESS POST,
 OT0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8-INCHES.
 OT0152
 OT0152                          STATION RECOVERY (2016)
 OT0152
 OT0152'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0152'NO WITNESS POST.  REFERENCED DIRT ROAD IS NAMED QUINN ROAD AND US
 OT0152'HIGHWAY 16A IS SOUTH DAKOTA 240.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0582 ***********************************************************************
 OS0582  DESIGNATION -  L 386
 OS0582  PID         -  OS0582
 OS0582  STATE/COUNTY-  SD/JACKSON
 OS0582  COUNTRY     -  US
 OS0582  USGS QUAD   -  COTTONWOOD (2017)
 OS0582
 OS0582                         *CURRENT SURVEY CONTROL
 OS0582  ______________________________________________________________________
 OS0582* NAD 83(1986) POSITION- 43 57 48.21   (N) 101 53 58.07   (W)   HD_HELD1
 OS0582* NAVD 88 ORTHO HEIGHT -   733.640 (meters)     2406.95  (feet) ADJUSTED
 OS0582  ______________________________________________________________________
 OS0582  GEOID HEIGHT    -        -20.228 (meters)                     GEOID18
 OS0582  DYNAMIC HEIGHT  -        733.416 (meters)     2406.22  (feet) COMP
 OS0582  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 OS0582
 OS0582  VERT ORDER      -  SECOND    CLASS 0
 OS0582
 OS0582.The horizontal coordinates were determined by differentially corrected
 OS0582.hand held GPS observations or other comparable positioning techniques
 OS0582.and have an estimated accuracy of +/- 3 meters.
 OS0582
 OS0582.The orthometric height was determined by differential leveling and
 OS0582.adjusted by the NATIONAL GEODETIC SURVEY
 OS0582.in June 1991.
 OS0582
 OS0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0582.GEOID18 height accuracy estimate available here.
 OS0582
 OS0582.Click photographs - Photos may exist for this station.
 OS0582
 OS0582.The dynamic height is computed by dividing the NAVD 88
 OS0582.geopotential number by the normal gravity value computed on the
 OS0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0582.degrees latitude (g = 980.6199 gals.).
 OS0582
 OS0582.The modeled gravity was interpolated from observed gravity values.
 OS0582
 OS0582;                    North         East    Units  Estimated Accuracy
 OS0582;SPC SD S     -   182,272.5     474,326.3     MT  (+/- 3 meters HH1 GPS) 
 OS0582
 OS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6739171894(NAD 83)
 OS0582
 OS0582                          SUPERSEDED SURVEY CONTROL
 OS0582
 OS0582  NGVD 29 (??/??/92)  733.186  (m)         2405.46   (f) ADJ UNCH    2 0
 OS0582
 OS0582.Superseded values are not recommended for survey control.
 OS0582
 OS0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0582.See file dsdata.pdf to determine how the superseded data were derived.
 OS0582
 OS0582_MARKER: DB = BENCH MARK DISK
 OS0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0582_STAMPING: L 386 1962
 OS0582_MARK LOGO: CGS
 OS0582_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0582+STABILITY: SURFACE MOTION
 OS0582
 OS0582  HISTORY     - Date     Condition        Report By
 OS0582  HISTORY     - 1962     MONUMENTED       CGS
 OS0582
 OS0582                          STATION DESCRIPTION
 OS0582
 OS0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0582'0.5 MI SE FROM COTTONWOOD.
 OS0582'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0582'AT COTTONWOOD, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 14,
 OS0582'AT THE JUNCTION OF A NORTH-SOUTH DIRT ROAD, IN SECTION 18,
 OS0582'T 1 S, R 19 E, 68 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OS0582'51 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD,
 OS0582'17 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE,
 OS0582'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 OS0582'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OS0582'PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0424 ***********************************************************************
 OS0424  DESIGNATION -  L 387
 OS0424  PID         -  OS0424
 OS0424  STATE/COUNTY-  SD/JACKSON
 OS0424  COUNTRY     -  US
 OS0424  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0424
 OS0424                         *CURRENT SURVEY CONTROL
 OS0424  ______________________________________________________________________
 OS0424* NAD 83(1986) POSITION- 43 56 13.     (N) 101 38 31.     (W)   SCALED
 OS0424* NAVD 88 ORTHO HEIGHT -   749.108 (meters)     2457.70  (feet) ADJUSTED
 OS0424  ______________________________________________________________________
 OS0424  GEOID HEIGHT    -        -21.159 (meters)                     GEOID18
 OS0424  DYNAMIC HEIGHT  -        748.875 (meters)     2456.93  (feet) COMP
 OS0424  MODELED GRAVITY -    980,283.4   (mgal)                       NAVD 88
 OS0424
 OS0424  VERT ORDER      -  SECOND    CLASS 0
 OS0424
 OS0424.The horizontal coordinates were scaled from a map and have
 OS0424.an estimated accuracy of +/- 6 seconds.
 OS0424
 OS0424.The orthometric height was determined by differential leveling and
 OS0424.adjusted by the NATIONAL GEODETIC SURVEY
 OS0424.in June 1991.
 OS0424
 OS0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0424.GEOID18 height accuracy estimate available here.
 OS0424
 OS0424.Click photographs - Photos may exist for this station.
 OS0424
 OS0424.The dynamic height is computed by dividing the NAVD 88
 OS0424.geopotential number by the normal gravity value computed on the
 OS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0424.degrees latitude (g = 980.6199 gals.).
 OS0424
 OS0424.The modeled gravity was interpolated from observed gravity values.
 OS0424
 OS0424;                    North         East    Units  Estimated Accuracy
 OS0424;SPC SD S     -   178,980.      494,940.      MT  (+/- 180 meters Scaled)
 OS0424
 OS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP879682(NAD 83)
 OS0424
 OS0424                          SUPERSEDED SURVEY CONTROL
 OS0424
 OS0424  NGVD 29 (??/??/92)  748.650  (m)         2456.20   (f) ADJ UNCH    2 0
 OS0424
 OS0424.Superseded values are not recommended for survey control.
 OS0424
 OS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0424.See file dsdata.pdf to determine how the superseded data were derived.
 OS0424
 OS0424_MARKER: DB = BENCH MARK DISK
 OS0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0424_STAMPING: L 387 1962
 OS0424_MARK LOGO: CGS
 OS0424_PROJECTION: PROJECTING 18 CENTIMETERS
 OS0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0424+STABILITY: SURFACE MOTION
 OS0424
 OS0424  HISTORY     - Date     Condition        Report By
 OS0424  HISTORY     - 1962     MONUMENTED       CGS
 OS0424
 OS0424                          STATION DESCRIPTION
 OS0424
 OS0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0424'8.4 MI S FROM PHILIP.
 OS0424'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0424'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 1.0 MILES
 OS0424'EAST ALONG A GRAVELED ROAD, AT JUNCTION OF CROSS ROADS, 30 FEET
 OS0424'EAST OF CNETER LINE OF NORTH-SOUTH ROAD, 42 FEET SOUTH OF THE
 OS0424'CENTER LINE OF A EAST-WEST ROAD, 52 FEET NORTHEAST OF CENTER OF
 OS0424'ROAD INTERSECTION, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 OS0424'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0424'7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0352 ***********************************************************************
 PU0352  DESIGNATION -  L 388
 PU0352  PID         -  PU0352
 PU0352  STATE/COUNTY-  SD/PENNINGTON
 PU0352  COUNTRY     -  US
 PU0352  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0352
 PU0352                         *CURRENT SURVEY CONTROL
 PU0352  ______________________________________________________________________
 PU0352* NAD 83(1986) POSITION- 44 00 32.     (N) 102 04 04.     (W)   SCALED
 PU0352* NAVD 88 ORTHO HEIGHT -   776.154 (meters)     2546.43  (feet) ADJUSTED
 PU0352  ______________________________________________________________________
 PU0352  GEOID HEIGHT    -        -19.616 (meters)                     GEOID18
 PU0352  DYNAMIC HEIGHT  -        775.923 (meters)     2545.67  (feet) COMP
 PU0352  MODELED GRAVITY -    980,295.8   (mgal)                       NAVD 88
 PU0352
 PU0352  VERT ORDER      -  SECOND    CLASS 0
 PU0352
 PU0352.The horizontal coordinates were scaled from a map and have
 PU0352.an estimated accuracy of +/- 6 seconds.
 PU0352
 PU0352.The orthometric height was determined by differential leveling and
 PU0352.adjusted by the NATIONAL GEODETIC SURVEY
 PU0352.in June 1991.
 PU0352
 PU0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0352.GEOID18 height accuracy estimate available here.
 PU0352
 PU0352.Click photographs - Photos may exist for this station.
 PU0352
 PU0352.The dynamic height is computed by dividing the NAVD 88
 PU0352.geopotential number by the normal gravity value computed on the
 PU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0352.degrees latitude (g = 980.6199 gals.).
 PU0352
 PU0352.The modeled gravity was interpolated from observed gravity values.
 PU0352
 PU0352;                    North         East    Units  Estimated Accuracy
 PU0352;SPC SD S     -   187,600.      460,930.      MT  (+/- 180 meters Scaled)
 PU0352
 PU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ350770(NAD 83)
 PU0352
 PU0352                          SUPERSEDED SURVEY CONTROL
 PU0352
 PU0352  NGVD 29 (??/??/92)  775.701  (m)         2544.95   (f) ADJ UNCH    2 0
 PU0352
 PU0352.Superseded values are not recommended for survey control.
 PU0352
 PU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0352.See file dsdata.pdf to determine how the superseded data were derived.
 PU0352
 PU0352_MARKER: DB = BENCH MARK DISK
 PU0352_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0352_STAMPING: L 388 1962
 PU0352_MARK LOGO: CGS
 PU0352_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0352+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2017
 PU0352_ROD/PIPE-DEPTH: 4.9 meters
 PU0352
 PU0352  HISTORY     - Date     Condition        Report By
 PU0352  HISTORY     - 1962     MONUMENTED       CGS
 PU0352  HISTORY     - 20170807 GOOD             SDDT
 PU0352
 PU0352                          STATION DESCRIPTION
 PU0352
 PU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0352'6.3 MI NE FROM QUINN.
 PU0352'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0352'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 2.7
 PU0352'MILES NORTH ALONG A GRAVELED ROAD, 41 FEET SOUTHWEST OF THE
 PU0352'CENTER OF THE JUNCTION WITH A DIRT ROAD LEADING EAST, 34 FEET
 PU0352'WEST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTH OF THE CENTER
 PU0352'LINE OF A GATE, 8 1/2 FEET NORTH OF A BRACED POWER POLE, 1 1/2
 PU0352'FEET WEST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 PU0352'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 PU0352'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED
 PU0352'IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 PU0352
 PU0352                          STATION RECOVERY (2017)
 PU0352
 PU0352'RECOVERY NOTE BY SD DEPT OF TRANSP 2017 (JCC)
 PU0352'MARK APPEARS UNDISTURBED BUT TILE PIPE CASING HAS BEEN BROKEN. FENCE
 PU0352'DESCRIBED 1.5 FEET WEST HAS SINCE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0537 ***********************************************************************
 OS0537  DESIGNATION -  L 389
 OS0537  PID         -  OS0537
 OS0537  STATE/COUNTY-  SD/JACKSON
 OS0537  COUNTRY     -  US
 OS0537  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0537
 OS0537                         *CURRENT SURVEY CONTROL
 OS0537  ______________________________________________________________________
 OS0537* NAD 83(1986) POSITION- 43 50 08.     (N) 101 50 46.     (W)   SCALED
 OS0537* NAVD 88 ORTHO HEIGHT -   755.846 (meters)     2479.80  (feet) ADJUSTED
 OS0537  ______________________________________________________________________
 OS0537  GEOID HEIGHT    -        -20.365 (meters)                     GEOID18
 OS0537  DYNAMIC HEIGHT  -        755.608 (meters)     2479.02  (feet) COMP
 OS0537  MODELED GRAVITY -    980,278.6   (mgal)                       NAVD 88
 OS0537
 OS0537  VERT ORDER      -  FIRST     CLASS II
 OS0537
 OS0537.The horizontal coordinates were scaled from a map and have
 OS0537.an estimated accuracy of +/- 6 seconds.
 OS0537
 OS0537.The orthometric height was determined by differential leveling and
 OS0537.adjusted by the NATIONAL GEODETIC SURVEY
 OS0537.in September 1993.
 OS0537
 OS0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0537.GEOID18 height accuracy estimate available here.
 OS0537
 OS0537.Click photographs - Photos may exist for this station.
 OS0537
 OS0537.The dynamic height is computed by dividing the NAVD 88
 OS0537.geopotential number by the normal gravity value computed on the
 OS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0537.degrees latitude (g = 980.6199 gals.).
 OS0537
 OS0537.The modeled gravity was interpolated from observed gravity values.
 OS0537
 OS0537;                    North         East    Units  Estimated Accuracy
 OS0537;SPC SD S     -   167,990.      478,350.      MT  (+/- 180 meters Scaled)
 OS0537
 OS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP711575(NAD 83)
 OS0537
 OS0537                          SUPERSEDED SURVEY CONTROL
 OS0537
 OS0537  NAVD 88 (06/15/91)  755.848  (m)         2479.81   (f) SUPERSEDED  1 2
 OS0537  NGVD 29 (??/??/92)  755.423  (m)         2478.42   (f) ADJ UNCH    1 2
 OS0537
 OS0537.Superseded values are not recommended for survey control.
 OS0537
 OS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0537.See file dsdata.pdf to determine how the superseded data were derived.
 OS0537
 OS0537_MARKER: DB = BENCH MARK DISK
 OS0537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0537_SP_SET: HEADWALL
 OS0537_STAMPING: L 389 1962
 OS0537_MARK LOGO: CGS
 OS0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0537+STABILITY: SURFACE MOTION
 OS0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0537+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0537
 OS0537  HISTORY     - Date     Condition        Report By
 OS0537  HISTORY     - 1962     MONUMENTED       CGS
 OS0537  HISTORY     - 1985     GOOD             NGS
 OS0537  HISTORY     - 19910713 GOOD             NGS
 OS0537  HISTORY     - 20130116 GOOD             INDIV
 OS0537
 OS0537                          STATION DESCRIPTION
 OS0537
 OS0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0537'17.6 MI W FROM KADOKA.
 OS0537'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0537'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0537'THENCE 17.1 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0537'40, 0.3 MILE WEST OF A GRAVELED ROAD JUNCTION LEADING NORTH,
 OS0537'40 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 1/2
 OS0537'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP AND
 OS0537'CENTER OF THE NORTH CONCRETE HEADWALL OF A NEW TRIPLE CHANNEL
 OS0537'CONCRETE CULVERT.
 OS0537
 OS0537                          STATION RECOVERY (1985)
 OS0537
 OS0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0537'THE MARK IS 0.6 M BELOW THE ROAD.
 OS0537'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.85 KM
 OS0537'(16.15 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 AT
 OS0537'KADOKA, IN THE TOP CENTER OF THE NORTH HEADWALL FOR A 3-CHANNEL BOX
 OS0537'CULVERT UNDER THE SOUTH FRONTAGE ROAD, 0.15 KM (0.11 MI) EAST OF
 OS0537'MILEPOST 134, 33.5 METERS (110 FT) SOUTH OF THE CENTER OF THE EAST
 OS0537'BOUND HIGHWAY LANES AND 12.3 METERS (40.5 FT) NORTH OF THE CENTER OF
 OS0537'THE ROAD.
 OS0537
 OS0537                          STATION RECOVERY (1991)
 OS0537
 OS0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0537'25.8 KM (16.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0537'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, NEAR THE CENTER OF
 OS0537'THE NORTH CONCRETE HEADWALL OF A TRIPLE BOX CULVERT, 0.15 KM (0.10
 OS0537'MI) EAST OF MILEPOST 134, 33.5 M (109.9 FT) SOUTH OF THE CENTERLINE
 OS0537'OF THE EASTBOUND LANES OF THE HIGHWAY, 12.3 M (40.4 FT) NORTH OF THE
 OS0537'CENTERLINE OF A FRONTAGE ROAD, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OS0537'THE ROAD.
 OS0537
 OS0537                          STATION RECOVERY (2013)
 OS0537
 OS0537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0069 ***********************************************************************
 PU0069  DESIGNATION -  L 390
 PU0069  PID         -  PU0069
 PU0069  STATE/COUNTY-  SD/MEADE
 PU0069  COUNTRY     -  US
 PU0069  USGS QUAD   -  AVANCE (2017)
 PU0069
 PU0069                         *CURRENT SURVEY CONTROL
 PU0069  ______________________________________________________________________
 PU0069* NAD 83(1986) POSITION- 44 58 46.     (N) 102 12 30.     (W)   SCALED
 PU0069* NAVD 88 ORTHO HEIGHT -   794.800 (meters)     2607.61  (feet) ADJUSTED
 PU0069  ______________________________________________________________________
 PU0069  GEOID HEIGHT    -        -19.072 (meters)                     GEOID18
 PU0069  DYNAMIC HEIGHT  -        794.636 (meters)     2607.07  (feet) COMP
 PU0069  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 PU0069
 PU0069  VERT ORDER      -  SECOND    CLASS 0
 PU0069
 PU0069.The horizontal coordinates were scaled from a map and have
 PU0069.an estimated accuracy of +/- 6 seconds.
 PU0069
 PU0069.The orthometric height was determined by differential leveling and
 PU0069.adjusted by the NATIONAL GEODETIC SURVEY
 PU0069.in June 1991.
 PU0069
 PU0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0069.GEOID18 height accuracy estimate available here.
 PU0069
 PU0069.Click photographs - Photos may exist for this station.
 PU0069
 PU0069.The dynamic height is computed by dividing the NAVD 88
 PU0069.geopotential number by the normal gravity value computed on the
 PU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0069.degrees latitude (g = 980.6199 gals.).
 PU0069
 PU0069.The modeled gravity was interpolated from observed gravity values.
 PU0069
 PU0069;                    North         East    Units  Estimated Accuracy
 PU0069;SPC SD N     -   129,730.      425,850.      MT  (+/- 180 meters Scaled)
 PU0069
 PU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK201844(NAD 83)
 PU0069
 PU0069                          SUPERSEDED SURVEY CONTROL
 PU0069
 PU0069  NGVD 29 (??/??/92)  794.339  (m)         2606.09   (f) ADJ UNCH    2 0
 PU0069
 PU0069.Superseded values are not recommended for survey control.
 PU0069
 PU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0069.See file dsdata.pdf to determine how the superseded data were derived.
 PU0069
 PU0069_MARKER: DB = BENCH MARK DISK
 PU0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0069_STAMPING: L 390 1963
 PU0069_MARK LOGO: CGS
 PU0069_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0069+STABILITY: SURFACE MOTION
 PU0069
 PU0069  HISTORY     - Date     Condition        Report By
 PU0069  HISTORY     - 1963     MONUMENTED       CGS
 PU0069
 PU0069                          STATION DESCRIPTION
 PU0069
 PU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0069'11.4 MI SW FROM FAITH.
 PU0069'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0069'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 3.0
 PU0069'MILES SOUTH ALONG A GRAVELED ROAD, 51 FEET EAST OF THE CENTER LINE
 PU0069'OF THE ROAD, 11 FEET SOUTH OF THE CENTER OF A GATE, 48 FEET
 PU0069'SOUTH OF A T SECTION LINE FENCE LEADING EAST, 6 FEET SOUTH OF A
 PU0069'TELEPHONE POLE, 2 FEET WEST OF A FENCE, ABOUT 1.7 FEET NORTH OF A
 PU0069'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0069'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0123 ***********************************************************************
 PU0123  DESIGNATION -  L 391
 PU0123  PID         -  PU0123
 PU0123  STATE/COUNTY-  SD/MEADE
 PU0123  COUNTRY     -  US
 PU0123  USGS QUAD   -  MARCUS (2017)
 PU0123
 PU0123                         *CURRENT SURVEY CONTROL
 PU0123  ______________________________________________________________________
 PU0123* NAD 83(1986) POSITION- 44 40 52.     (N) 102 16 53.     (W)   SCALED
 PU0123* NAVD 88 ORTHO HEIGHT -   773.938 (meters)     2539.16  (feet) ADJUSTED
 PU0123  ______________________________________________________________________
 PU0123  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 PU0123  DYNAMIC HEIGHT  -        773.753 (meters)     2538.55  (feet) COMP
 PU0123  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 PU0123
 PU0123  VERT ORDER      -  SECOND    CLASS 0
 PU0123
 PU0123.The horizontal coordinates were scaled from a map and have
 PU0123.an estimated accuracy of +/- 6 seconds.
 PU0123
 PU0123.The orthometric height was determined by differential leveling and
 PU0123.adjusted by the NATIONAL GEODETIC SURVEY
 PU0123.in June 1991.
 PU0123
 PU0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0123.GEOID18 height accuracy estimate available here.
 PU0123
 PU0123.Click photographs - Photos may exist for this station.
 PU0123
 PU0123.The dynamic height is computed by dividing the NAVD 88
 PU0123.geopotential number by the normal gravity value computed on the
 PU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0123.degrees latitude (g = 980.6199 gals.).
 PU0123
 PU0123.The modeled gravity was interpolated from observed gravity values.
 PU0123
 PU0123;                    North         East    Units  Estimated Accuracy
 PU0123;SPC SD N     -    96,760.      419,160.      MT  (+/- 180 meters Scaled)
 PU0123
 PU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK154511(NAD 83)
 PU0123
 PU0123                          SUPERSEDED SURVEY CONTROL
 PU0123
 PU0123  NGVD 29 (??/??/92)  773.475  (m)         2537.64   (f) ADJ UNCH    2 0
 PU0123
 PU0123.Superseded values are not recommended for survey control.
 PU0123
 PU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0123.See file dsdata.pdf to determine how the superseded data were derived.
 PU0123
 PU0123_MARKER: DB = BENCH MARK DISK
 PU0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0123_STAMPING: L 391 1963
 PU0123_MARK LOGO: CGS
 PU0123_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0123+STABILITY: SURFACE MOTION
 PU0123
 PU0123  HISTORY     - Date     Condition        Report By
 PU0123  HISTORY     - 1963     MONUMENTED       CGS
 PU0123  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0123
 PU0123                          STATION DESCRIPTION
 PU0123
 PU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0123'2 MI N FROM MARCUS.
 PU0123'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0123'POST OFFICE AT MARCUS, THENCE 1.55 MILES NORTH ALONG A GRAVELED
 PU0123'ROAD, ON THE CREST OF A HILL, IN SECTION 2, T 8 N, R 15 E, 76
 PU0123'FEET EAST OF THE CENTER OF THE ROAD, 126 FEET SOUTHEAST OF AND
 PU0123'ACROSS THE ROAD FROM A POWER POLE, 1 1/2 FEET WEST OF A FENCE,
 PU0123'1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0123'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU0123
 PU0123                          STATION RECOVERY (1981)
 PU0123
 PU0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0300 ***********************************************************************
 OT0300  DESIGNATION -  L 392
 OT0300  PID         -  OT0300
 OT0300  STATE/COUNTY-  SD/CUSTER
 OT0300  COUNTRY     -  US
 OT0300  USGS QUAD   -  HERMOSA (2017)
 OT0300
 OT0300                         *CURRENT SURVEY CONTROL
 OT0300  ______________________________________________________________________
 OT0300* NAD 83(1986) POSITION- 43 50 43.     (N) 103 11 14.     (W)   SCALED
 OT0300* NAVD 88 ORTHO HEIGHT -  1014.226 (meters)     3327.51  (feet) ADJUSTED
 OT0300  ______________________________________________________________________
 OT0300  GEOID HEIGHT    -        -16.111 (meters)                     GEOID18
 OT0300  DYNAMIC HEIGHT  -       1013.853 (meters)     3326.28  (feet) COMP
 OT0300  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 OT0300
 OT0300  VERT ORDER      -  FIRST     CLASS II
 OT0300
 OT0300.The horizontal coordinates were scaled from a map and have
 OT0300.an estimated accuracy of +/- 6 seconds.
 OT0300
 OT0300.The orthometric height was determined by differential leveling and
 OT0300.adjusted by the NATIONAL GEODETIC SURVEY
 OT0300.in June 1991.
 OT0300
 OT0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0300.GEOID18 height accuracy estimate available here.
 OT0300
 OT0300.Click photographs - Photos may exist for this station.
 OT0300
 OT0300.The dynamic height is computed by dividing the NAVD 88
 OT0300.geopotential number by the normal gravity value computed on the
 OT0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0300.degrees latitude (g = 980.6199 gals.).
 OT0300
 OT0300.The modeled gravity was interpolated from observed gravity values.
 OT0300
 OT0300;                    North         East    Units  Estimated Accuracy
 OT0300;SPC SD S     -   171,910.      370,570.      MT  (+/- 180 meters Scaled)
 OT0300
 OT0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ457562(NAD 83)
 OT0300
 OT0300                          SUPERSEDED SURVEY CONTROL
 OT0300
 OT0300  NGVD 29 (??/??/92) 1013.734  (m)         3325.89   (f) ADJ UNCH    1 2
 OT0300
 OT0300.Superseded values are not recommended for survey control.
 OT0300
 OT0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0300.See file dsdata.pdf to determine how the superseded data were derived.
 OT0300
 OT0300_MARKER: DB = BENCH MARK DISK
 OT0300_SETTING: 66 = SET IN ROCK OUTCROP
 OT0300_STAMPING: L 392 1963
 OT0300_MARK LOGO: CGS
 OT0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0300+STABILITY: POSITION/ELEVATION WELL
 OT0300
 OT0300  HISTORY     - Date     Condition        Report By
 OT0300  HISTORY     - 1963     MONUMENTED       CGS
 OT0300
 OT0300                          STATION DESCRIPTION
 OT0300
 OT0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0300'0.7 MI N FROM HERMOSA.
 OT0300'ABOUT 0.7 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0300'FROM THE STATION AT HERMOSA, AT A CROSSING OF THE RAILROAD AND
 OT0300'A PRIVATE ROAD, 16 1/2 POLES NORTH OF MILEPOST 79, 107 FEET WEST
 OT0300'OF THE WEST RAIL, 39 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD,
 OT0300'60 FEET WEST OF THE NORTH GATE POST OF A GATE, 60 FEET WEST OF A
 OT0300'FENCE, ABOUT 7 FEET ABOVE THE LEVEL OF THE RAILS, 60.5 FEET WEST
 OT0300'OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROCK OUTCROP
 OT0300'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0131 ***********************************************************************
 QT0131  DESIGNATION -  L 393
 QT0131  PID         -  QT0131
 QT0131  STATE/COUNTY-  SD/MEADE
 QT0131  COUNTRY     -  US
 QT0131  USGS QUAD   -  FAITH (2017)
 QT0131
 QT0131                         *CURRENT SURVEY CONTROL
 QT0131  ______________________________________________________________________
 QT0131* NAD 83(1986) POSITION- 45 01 21.     (N) 102 04 31.     (W)   SCALED
 QT0131* NAVD 88 ORTHO HEIGHT -   765.842 (meters)     2512.60  (feet) ADJUSTED
 QT0131  ______________________________________________________________________
 QT0131  GEOID HEIGHT    -        -19.360 (meters)                     GEOID18
 QT0131  DYNAMIC HEIGHT  -        765.690 (meters)     2512.10  (feet) COMP
 QT0131  MODELED GRAVITY -    980,393.2   (mgal)                       NAVD 88
 QT0131
 QT0131  VERT ORDER      -  FIRST     CLASS II
 QT0131
 QT0131.The horizontal coordinates were scaled from a map and have
 QT0131.an estimated accuracy of +/- 6 seconds.
 QT0131
 QT0131.The orthometric height was determined by differential leveling and
 QT0131.adjusted by the NATIONAL GEODETIC SURVEY
 QT0131.in July 1998.
 QT0131
 QT0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0131.GEOID18 height accuracy estimate available here.
 QT0131
 QT0131.Click photographs - Photos may exist for this station.
 QT0131
 QT0131.The dynamic height is computed by dividing the NAVD 88
 QT0131.geopotential number by the normal gravity value computed on the
 QT0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0131.degrees latitude (g = 980.6199 gals.).
 QT0131
 QT0131.The modeled gravity was interpolated from observed gravity values.
 QT0131
 QT0131;                    North         East    Units  Estimated Accuracy
 QT0131;SPC SD N     -   134,240.      436,460.      MT  (+/- 180 meters Scaled)
 QT0131
 QT0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK304896(NAD 83)
 QT0131
 QT0131                          SUPERSEDED SURVEY CONTROL
 QT0131
 QT0131  NAVD 88 (06/15/91)  765.880  (m)         2512.72   (f) SUPERSEDED  1 2
 QT0131  NGVD 29 (??/??/92)  765.425  (m)         2511.23   (f) ADJ UNCH    1 2
 QT0131
 QT0131.Superseded values are not recommended for survey control.
 QT0131
 QT0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0131.See file dsdata.pdf to determine how the superseded data were derived.
 QT0131
 QT0131_MARKER: DB = BENCH MARK DISK
 QT0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0131_STAMPING: L 393 1963
 QT0131_MARK LOGO: CGS
 QT0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0131+STABILITY: SURFACE MOTION
 QT0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0131+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0131
 QT0131  HISTORY     - Date     Condition        Report By
 QT0131  HISTORY     - 1963     MONUMENTED       CGS
 QT0131  HISTORY     - 1981     GOOD             NGS
 QT0131  HISTORY     - 19960425 GOOD             NGS
 QT0131
 QT0131                          STATION DESCRIPTION
 QT0131
 QT0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0131'1.9 MI W FROM FAITH.
 QT0131'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0131'FAITH, THENCE 1.8 MILES WEST ALONG U.S. HIGHWAY 212 TO A CEMETERY,
 QT0131'48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH
 QT0131'OF A FENCE, 1.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 QT0131'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QT0131'POST PROJECTING 8 INCHES.
 QT0131
 QT0131                          STATION RECOVERY (1981)
 QT0131
 QT0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0131'RECOVERED IN GOOD CONDITION.
 QT0131
 QT0131                          STATION RECOVERY (1996)
 QT0131
 QT0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0131'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0131'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 703.0 M (2306.4 FT) WEST OF
 QT0131'MILEPOST 113, 14.6 M (47.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.3 M
 QT0131'(14.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3
 QT0131'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF THE
 QT0131'NORTHEAST CORNER OF THE SAINT JOSEPH CEMETERY, 0.4 M (1.3 FT) SOUTH OF
 QT0131'A WITNESS POST, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 QT0131'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0228 ***********************************************************************
 PU0228  DESIGNATION -  L 394
 PU0228  PID         -  PU0228
 PU0228  STATE/COUNTY-  SD/MEADE
 PU0228  COUNTRY     -  US
 PU0228  USGS QUAD   -  DURKEE LAKE (2017)
 PU0228
 PU0228                         *CURRENT SURVEY CONTROL
 PU0228  ______________________________________________________________________
 PU0228* NAD 83(1986) POSITION- 44 59 06.     (N) 102 02 49.     (W)   SCALED
 PU0228* NAVD 88 ORTHO HEIGHT -   757.629 (meters)     2485.65  (feet) ADJUSTED
 PU0228  ______________________________________________________________________
 PU0228  GEOID HEIGHT    -        -19.490 (meters)                     GEOID18
 PU0228  DYNAMIC HEIGHT  -        757.477 (meters)     2485.16  (feet) COMP
 PU0228  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 PU0228
 PU0228  VERT ORDER      -  FIRST     CLASS II
 PU0228
 PU0228.The horizontal coordinates were scaled from a map and have
 PU0228.an estimated accuracy of +/- 6 seconds.
 PU0228
 PU0228.The orthometric height was determined by differential leveling and
 PU0228.adjusted by the NATIONAL GEODETIC SURVEY
 PU0228.in July 1998.
 PU0228
 PU0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0228.GEOID18 height accuracy estimate available here.
 PU0228
 PU0228.Click photographs - Photos may exist for this station.
 PU0228
 PU0228.The dynamic height is computed by dividing the NAVD 88
 PU0228.geopotential number by the normal gravity value computed on the
 PU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0228.degrees latitude (g = 980.6199 gals.).
 PU0228
 PU0228.The modeled gravity was interpolated from observed gravity values.
 PU0228
 PU0228;                    North         East    Units  Estimated Accuracy
 PU0228;SPC SD N     -   130,020.      438,590.      MT  (+/- 180 meters Scaled)
 PU0228
 PU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK328855(NAD 83)
 PU0228
 PU0228                          SUPERSEDED SURVEY CONTROL
 PU0228
 PU0228  NAVD 88 (06/15/91)  757.619  (m)         2485.62   (f) SUPERSEDED  1 2
 PU0228  NGVD 29 (??/??/92)  757.163  (m)         2484.13   (f) ADJ UNCH    1 2
 PU0228
 PU0228.Superseded values are not recommended for survey control.
 PU0228
 PU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0228.See file dsdata.pdf to determine how the superseded data were derived.
 PU0228
 PU0228_MARKER: DB = BENCH MARK DISK
 PU0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0228_STAMPING: L 394 1963
 PU0228_MARK LOGO: CGS
 PU0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0228+STABILITY: SURFACE MOTION
 PU0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0228+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0228
 PU0228  HISTORY     - Date     Condition        Report By
 PU0228  HISTORY     - 1963     MONUMENTED       CGS
 PU0228  HISTORY     - 19870519 GOOD             NGS
 PU0228  HISTORY     - 19960711 GOOD             NGS
 PU0228
 PU0228                          STATION DESCRIPTION
 PU0228
 PU0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0228'3 MI S FROM FAITH.
 PU0228'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0228'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE 2.6
 PU0228'MILES SOUTH ALONG STATE HIGHWAY 73, 0.2 MILE NORTHEAST OF THE
 PU0228'NORTHEAST EDGE OF DURKEE LAKE, 271 FEET WEST OF THE CENTER LINE
 PU0228'OF THE HIGHWAY, IN LINE WITH A NORTH-SOUTH ROW OF POWER POLES,
 PU0228'8 1/2 FEET NORTH OF A POWER POLE, 1.0 FOOT WEST OF A METAL
 PU0228'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0228'5 INCHES.
 PU0228
 PU0228                          STATION RECOVERY (1987)
 PU0228
 PU0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PU0228'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 PU0228'FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN SOUTH
 PU0228'4.4 KM (2.75 MI) ALONG STATE HIGHWAY 73, 0.3 KM (0.20 MI) NORTHEAST
 PU0228'FROM THE NORTHEAST EDGE OF DURKEE LAKE, 82.6 M (271.0 FT) WEST FROM
 PU0228'THE CENTER OF 73, IN LINE WITH A NORTH-SOUTH ROW OF POWER POLES,
 PU0228'2.6 M (8.5 FT) NORTH OF A POWER POLE, 0.3 M (1.0 FT) WEST OF A
 PU0228'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 PU0228'0.15 M (0.5 FT)
 PU0228
 PU0228                          STATION RECOVERY (1996)
 PU0228
 PU0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0228'4.2 KM (2.60 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU0228'U.S. HIGHWAY 212 IN FAITH, 353.0 M (1158.1 FT) SOUTH OF MILEPOST 172,
 PU0228'82.9 M (272.0 FT) WEST OF THE HIGHWAY CENTERLINE, 2.6 M (8.5 FT) NORTH
 PU0228'OF A UTILITY POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 PU0228'M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 PU0228'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2413 ***********************************************************************
 PU2413  DESIGNATION -  L 395 RESET
 PU2413  PID         -  PU2413
 PU2413  STATE/COUNTY-  SD/MEADE
 PU2413  COUNTRY     -  US
 PU2413  USGS QUAD   -  LEMMON CREEK (2017)
 PU2413
 PU2413                         *CURRENT SURVEY CONTROL
 PU2413  ______________________________________________________________________
 PU2413* NAD 83(1986) POSITION- 44 43 35.     (N) 102 03 12.     (W)   SCALED
 PU2413* NAVD 88 ORTHO HEIGHT -   702.512 (meters)     2304.82  (feet) ADJUSTED
 PU2413  ______________________________________________________________________
 PU2413  GEOID HEIGHT    -        -19.775 (meters)                     GEOID18
 PU2413  DYNAMIC HEIGHT  -        702.354 (meters)     2304.31  (feet) COMP
 PU2413  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 PU2413
 PU2413  VERT ORDER      -  FIRST     CLASS II
 PU2413
 PU2413.The horizontal coordinates were scaled from a map and have
 PU2413.an estimated accuracy of +/- 6 seconds.
 PU2413
 PU2413.The orthometric height was determined by differential leveling and
 PU2413.adjusted by the NATIONAL GEODETIC SURVEY
 PU2413.in July 1998.
 PU2413
 PU2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2413.GEOID18 height accuracy estimate available here.
 PU2413
 PU2413.Click photographs - Photos may exist for this station.
 PU2413
 PU2413.The dynamic height is computed by dividing the NAVD 88
 PU2413.geopotential number by the normal gravity value computed on the
 PU2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2413.degrees latitude (g = 980.6199 gals.).
 PU2413
 PU2413.The modeled gravity was interpolated from observed gravity values.
 PU2413
 PU2413;                    North         East    Units  Estimated Accuracy
 PU2413;SPC SD N     -   101,300.      437,360.      MT  (+/- 180 meters Scaled)
 PU2413
 PU2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK333567(NAD 83)
 PU2413
 PU2413                          SUPERSEDED SURVEY CONTROL
 PU2413
 PU2413  NGVD 29 (04/17/07)  702.05   (m)         2303.3    (f) RESET       3  
 PU2413
 PU2413.Superseded values are not recommended for survey control.
 PU2413
 PU2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2413.See file dsdata.pdf to determine how the superseded data were derived.
 PU2413
 PU2413_MARKER: DV = VERTICAL CONTROL DISK
 PU2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2413_STAMPING: L 395 RESET 1988
 PU2413_MARK LOGO: NGS
 PU2413_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2413+STABILITY: SURFACE MOTION
 PU2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2413+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2413
 PU2413  HISTORY     - Date     Condition        Report By
 PU2413  HISTORY     - 1988     MONUMENTED       NGS
 PU2413  HISTORY     - 19960711 GOOD             NGS
 PU2413
 PU2413                          STATION DESCRIPTION
 PU2413
 PU2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2413'12.3 KM (7.65 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2413'WITH STATE HIGHWAY 34 AT HOWES, 23.5 M (77.1 FT) WEST FROM THE
 PU2413'CENTER OF 73, 0.69 M (2.3 FT) WEST FROM A FENCE, 0.3 M (1 FT)
 PU2413'WEST FROM A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PU2413'THAT IS FLUSH WITH THE SURFACE.
 PU2413
 PU2413                          STATION RECOVERY (1996)
 PU2413
 PU2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2413'12.2 KM (7.60 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2413'OF STATE HIGHWAY 34 IN HOWES, 514.0 M (1686.3 FT) SOUTH OF MILEPOST
 PU2413'154, 23.5 M (77.1 FT) WEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 PU2413'BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A FENCE, 0.3 M
 PU2413'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PU2413'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0365 ***********************************************************************
 OT0365  DESIGNATION -  L 396
 OT0365  PID         -  OT0365
 OT0365  STATE/COUNTY-  SD/FALL RIVER
 OT0365  COUNTRY     -  US
 OT0365  USGS QUAD   -  HOT SPRINGS (2017)
 OT0365
 OT0365                         *CURRENT SURVEY CONTROL
 OT0365  ______________________________________________________________________
 OT0365* NAD 83(1986) POSITION- 43 24 07.     (N) 103 26 03.     (W)   SCALED
 OT0365* NAVD 88 ORTHO HEIGHT -  1005.964 (meters)     3300.40  (feet) ADJUSTED
 OT0365  ______________________________________________________________________
 OT0365  GEOID HEIGHT    -        -15.840 (meters)                     GEOID18
 OT0365  DYNAMIC HEIGHT  -       1005.555 (meters)     3299.06  (feet) COMP
 OT0365  MODELED GRAVITY -    980,179.1   (mgal)                       NAVD 88
 OT0365
 OT0365  VERT ORDER      -  FIRST     CLASS II
 OT0365
 OT0365.The horizontal coordinates were scaled from a map and have
 OT0365.an estimated accuracy of +/- 6 seconds.
 OT0365
 OT0365.The orthometric height was determined by differential leveling and
 OT0365.adjusted by the NATIONAL GEODETIC SURVEY
 OT0365.in June 1991.
 OT0365
 OT0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0365.GEOID18 height accuracy estimate available here.
 OT0365
 OT0365.Click photographs - Photos may exist for this station.
 OT0365
 OT0365.The dynamic height is computed by dividing the NAVD 88
 OT0365.geopotential number by the normal gravity value computed on the
 OT0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0365.degrees latitude (g = 980.6199 gals.).
 OT0365
 OT0365.The modeled gravity was interpolated from observed gravity values.
 OT0365
 OT0365;                    North         East    Units  Estimated Accuracy
 OT0365;SPC SD S     -   123,400.      348,890.      MT  (+/- 180 meters Scaled)
 OT0365
 OT0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ267066(NAD 83)
 OT0365
 OT0365                          SUPERSEDED SURVEY CONTROL
 OT0365
 OT0365  NGVD 29 (??/??/92) 1005.471  (m)         3298.78   (f) ADJ UNCH    1 2
 OT0365
 OT0365.Superseded values are not recommended for survey control.
 OT0365
 OT0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0365.See file dsdata.pdf to determine how the superseded data were derived.
 OT0365
 OT0365_MARKER: DB = BENCH MARK DISK
 OT0365_SETTING: 80 = SET IN A BOULDER
 OT0365_STAMPING: L 396 1963
 OT0365_MARK LOGO: CGS
 OT0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0365+STABILITY: SURFACE MOTION
 OT0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0365+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0365
 OT0365  HISTORY     - Date     Condition        Report By
 OT0365  HISTORY     - 1963     MONUMENTED       CGS
 OT0365  HISTORY     - 1985     GOOD             NGS
 OT0365  HISTORY     - 19950410 GOOD             NGS
 OT0365
 OT0365                          STATION DESCRIPTION
 OT0365
 OT0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0365'3 MI SW FROM HOT SPRINGS.
 OT0365'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 385 AND 18 FROM THE POST
 OT0365'OFFICE AT HOT SPRINGS, SET IN THE TOP OF A LARGE SANDSTONE
 OT0365'OUTCROP, ON THE INSIDE OF A CURVE, IN SECTION 32, T 7 S, R 8 E,
 OT0365'73 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET
 OT0365'SOUTHWEST OF A FENCE, 37 FEET SOUTHEAST OF A CORNER FENCE POST,
 OT0365'9.7 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE
 OT0365'LOWER EDGE OF THE HIGHWAY, AND SET IN THE TOP OF A LARGE SANDSTONE
 OT0365'ROCK OUTCROP.
 OT0365
 OT0365                          STATION RECOVERY (1985)
 OT0365
 OT0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0365'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.95
 OT0365'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0365'SPRINGS, ON THE INSIDE OF THE NORTH END OF A CURVE, IN TOP OF AND 1.0
 OT0365'METER (3.5 FT) SOUTH OF THE NORTH END OF A 5- BY 10-FOOT SANDSTONE
 OT0365'OUTCROP PROJECTING 4-FEET ABOVE THE SURFACE OF THE GROUND, 0.7 KM
 OT0365'(0.45 MI) NORTHWEST OF MILEPOST 43, 18.3 METERS (60 FT) EAST OF THE
 OT0365'CENTER OF THE NORTH BOUND HIGHWAY LANES, 11.3 METERS (37 FT) SOUTH OF
 OT0365'THE SOUTH END OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND 1.0 METER (3.5
 OT0365'FT) WEST OF THE RIGHT-OF-WAY FENCE.
 OT0365'THE MARK IS 3.0 METERS  SE FROM  A WITNESS POST
 OT0365'THE MARK IS 2.7 M ABOVE THE HIGHWAY.
 OT0365
 OT0365                          STATION RECOVERY (1995)
 OT0365
 OT0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0365'4.8 KM (3.00 MI) EASTERLY ALONG U.S. HIGHWAYS 385 AND 18 FROM THE POST
 OT0365'OFFICE IN HOT SPRINGS, NEAR THE CENTER OF A LARGE SANDSTONE BOULDER IN
 OT0365'A HIGHWAY CUT, 3.4 KM (2.10 MI) WEST OF THE INTERSECTION OF STATE
 OT0365'HIGHWAY 79 LEADING NORTH, 885.0 M (2903.5 FT) EAST OF MILEPOST 42,
 OT0365'22.0 M (72.2 FT) EAST OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT)
 OT0365'SOUTHEAST OF A FENCE CORNER, 3.0 M (9.8 FT) SOUTHEAST OF A WITNESS
 OT0365'POST, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.0 M (3.3
 OT0365'FT) SOUTHWEST OF A FENCE.  NOTE--THE ORIGINAL DESCRIPTION STATES THAT
 OT0365'THE DISK IS IN A SANDSTONE OUTCROP, BUT IS AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1149 ***********************************************************************
 PU1149  DESIGNATION -  L 4 B 1
 PU1149  PID         -  PU1149
 PU1149  STATE/COUNTY-  SD/MEADE
 PU1149  COUNTRY     -  US
 PU1149  USGS QUAD   -  VOLUNTEER (2017)
 PU1149
 PU1149                         *CURRENT SURVEY CONTROL
 PU1149  ______________________________________________________________________
 PU1149* NAD 83(1986) POSITION- 44 31 55.     (N) 103 11 13.     (W)   SCALED
 PU1149* NAVD 88 ORTHO HEIGHT -   835.106 (meters)     2739.84  (feet) ADJUSTED
 PU1149  ______________________________________________________________________
 PU1149  GEOID HEIGHT    -        -16.848 (meters)                     GEOID18
 PU1149  DYNAMIC HEIGHT  -        834.883 (meters)     2739.11  (feet) COMP
 PU1149  MODELED GRAVITY -    980,323.4   (mgal)                       NAVD 88
 PU1149
 PU1149  VERT ORDER      -  SECOND    CLASS 0
 PU1149
 PU1149.The horizontal coordinates were scaled from a map and have
 PU1149.an estimated accuracy of +/- 6 seconds.
 PU1149
 PU1149.The orthometric height was determined by differential leveling and
 PU1149.adjusted by the NATIONAL GEODETIC SURVEY
 PU1149.in June 1991.
 PU1149
 PU1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1149.GEOID18 height accuracy estimate available here.
 PU1149
 PU1149.Click photographs - Photos may exist for this station.
 PU1149
 PU1149.The dynamic height is computed by dividing the NAVD 88
 PU1149.geopotential number by the normal gravity value computed on the
 PU1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1149.degrees latitude (g = 980.6199 gals.).
 PU1149
 PU1149.The modeled gravity was interpolated from observed gravity values.
 PU1149
 PU1149;                    North         East    Units  Estimated Accuracy
 PU1149;SPC SD N     -    82,620.      346,750.      MT  (+/- 180 meters Scaled)
 PU1149
 PU1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK440325(NAD 83)
 PU1149
 PU1149                          SUPERSEDED SURVEY CONTROL
 PU1149
 PU1149  NGVD 29 (??/??/92)  834.627  (m)         2738.27   (f) ADJ UNCH    2 0
 PU1149
 PU1149.Superseded values are not recommended for survey control.
 PU1149
 PU1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1149.See file dsdata.pdf to determine how the superseded data were derived.
 PU1149
 PU1149_MARKER: Z = SEE DESCRIPTION
 PU1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1149_SP_SET: CONCRETE PIER
 PU1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1149
 PU1149  HISTORY     - Date     Condition        Report By
 PU1149  HISTORY     - UNK      MONUMENTED       USAF
 PU1149  HISTORY     - 1962     GOOD             CGS
 PU1149
 PU1149                          STATION DESCRIPTION
 PU1149
 PU1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1149'4 MI NW FROM VOLUNTEER.
 PU1149'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1149'VOLUNTEER, THENCE 1.1 MILES NORTHWEST, THENCE 1.0 MILE NORTH
 PU1149'ALONG ROADS, ABOUT 240 FEET WEST OF THE CENTER LINE OF THE
 PU1149'ROAD, ON A NORTHWEST-SOUTHEAST RIDGE, ABOUT 125 FEET SOUTH
 PU1149'OF AN EAST-WEST POWER LINE, 87 FEET SOUTH OF THE CENTER LINE
 PU1149'OF A DIM ROAD WEST, THE CENTER OF TRIBRACH MOUNTED ON THE TOP
 PU1149'OF AN 18-INCH CONCRETE PIER THAT PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1148 ***********************************************************************
 PU1148  DESIGNATION -  L 4 B 2
 PU1148  PID         -  PU1148
 PU1148  STATE/COUNTY-  SD/MEADE
 PU1148  COUNTRY     -  US
 PU1148  USGS QUAD   -  VOLUNTEER (2017)
 PU1148
 PU1148                         *CURRENT SURVEY CONTROL
 PU1148  ______________________________________________________________________
 PU1148* NAD 83(1986) POSITION- 44 31 55.     (N) 103 10 53.     (W)   SCALED
 PU1148* NAVD 88 ORTHO HEIGHT -   815.542 (meters)     2675.66  (feet) ADJUSTED
 PU1148  ______________________________________________________________________
 PU1148  GEOID HEIGHT    -        -16.866 (meters)                     GEOID18
 PU1148  DYNAMIC HEIGHT  -        815.325 (meters)     2674.95  (feet) COMP
 PU1148  MODELED GRAVITY -    980,324.6   (mgal)                       NAVD 88
 PU1148
 PU1148  VERT ORDER      -  SECOND    CLASS 0
 PU1148
 PU1148.The horizontal coordinates were scaled from a map and have
 PU1148.an estimated accuracy of +/- 6 seconds.
 PU1148
 PU1148.The orthometric height was determined by differential leveling and
 PU1148.adjusted by the NATIONAL GEODETIC SURVEY
 PU1148.in June 1991.
 PU1148
 PU1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1148.GEOID18 height accuracy estimate available here.
 PU1148
 PU1148.Click photographs - Photos may exist for this station.
 PU1148
 PU1148.The dynamic height is computed by dividing the NAVD 88
 PU1148.geopotential number by the normal gravity value computed on the
 PU1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1148.degrees latitude (g = 980.6199 gals.).
 PU1148
 PU1148.The modeled gravity was interpolated from observed gravity values.
 PU1148
 PU1148;                    North         East    Units  Estimated Accuracy
 PU1148;SPC SD N     -    82,600.      347,190.      MT  (+/- 180 meters Scaled)
 PU1148
 PU1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK444325(NAD 83)
 PU1148
 PU1148                          SUPERSEDED SURVEY CONTROL
 PU1148
 PU1148  NGVD 29 (??/??/92)  815.062  (m)         2674.08   (f) ADJ UNCH    2 0
 PU1148
 PU1148.Superseded values are not recommended for survey control.
 PU1148
 PU1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1148.See file dsdata.pdf to determine how the superseded data were derived.
 PU1148
 PU1148_MARKER: Z = SEE DESCRIPTION
 PU1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1148_SP_SET: CONCRETE PIER
 PU1148_STAMPING: L 4 B 2
 PU1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1148
 PU1148  HISTORY     - Date     Condition        Report By
 PU1148  HISTORY     - UNK      MONUMENTED       USAF
 PU1148  HISTORY     - 1962     GOOD             CGS
 PU1148
 PU1148                          STATION DESCRIPTION
 PU1148
 PU1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1148'4.2 MI NW FROM VOLUNTEER.
 PU1148'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1148'VOLUNTEER, THENCE 1.1 MILES NORTHWEST, THENCE 1.0 MILE NORTH
 PU1148'ALONG ROADS, THENCE 0.25 MILE EAST ALONG A DIM TRACK ROAD,
 PU1148'40 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 14 FEET
 PU1148'SOUTH OF A FENCE, THE CENTER OF A TRIBRACH MOUNTED ON THE
 PU1148'TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0820 ***********************************************************************
 PU0820  DESIGNATION -  L 401
 PU0820  PID         -  PU0820
 PU0820  STATE/COUNTY-  SD/MEADE
 PU0820  COUNTRY     -  US
 PU0820  USGS QUAD   -  STONEVILLE (2017)
 PU0820
 PU0820                         *CURRENT SURVEY CONTROL
 PU0820  ______________________________________________________________________
 PU0820* NAD 83(1986) POSITION- 44 38 25.     (N) 102 39 44.     (W)   SCALED
 PU0820* NAVD 88 ORTHO HEIGHT -   956.324 (meters)     3137.54  (feet) ADJUSTED
 PU0820  ______________________________________________________________________
 PU0820  GEOID HEIGHT    -        -18.085 (meters)                     GEOID18
 PU0820  DYNAMIC HEIGHT  -        956.064 (meters)     3136.69  (feet) COMP
 PU0820  MODELED GRAVITY -    980,312.9   (mgal)                       NAVD 88
 PU0820
 PU0820  VERT ORDER      -  SECOND    CLASS 0
 PU0820
 PU0820.The horizontal coordinates were scaled from a map and have
 PU0820.an estimated accuracy of +/- 6 seconds.
 PU0820
 PU0820.The orthometric height was determined by differential leveling and
 PU0820.adjusted by the NATIONAL GEODETIC SURVEY
 PU0820.in June 1991.
 PU0820
 PU0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0820.GEOID18 height accuracy estimate available here.
 PU0820
 PU0820.Click photographs - Photos may exist for this station.
 PU0820
 PU0820.The dynamic height is computed by dividing the NAVD 88
 PU0820.geopotential number by the normal gravity value computed on the
 PU0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0820.degrees latitude (g = 980.6199 gals.).
 PU0820
 PU0820.The modeled gravity was interpolated from observed gravity values.
 PU0820
 PU0820;                    North         East    Units  Estimated Accuracy
 PU0820;SPC SD N     -    93,140.      388,830.      MT  (+/- 180 meters Scaled)
 PU0820
 PU0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK854456(NAD 83)
 PU0820
 PU0820                          SUPERSEDED SURVEY CONTROL
 PU0820
 PU0820  NGVD 29 (??/??/92)  955.839  (m)         3135.95   (f) ADJ UNCH    2 0
 PU0820
 PU0820.Superseded values are not recommended for survey control.
 PU0820
 PU0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0820.See file dsdata.pdf to determine how the superseded data were derived.
 PU0820
 PU0820_MARKER: DB = BENCH MARK DISK
 PU0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0820_STAMPING: L 401 1962
 PU0820_MARK LOGO: CGS
 PU0820_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0820+STABILITY: SURFACE MOTION
 PU0820
 PU0820  HISTORY     - Date     Condition        Report By
 PU0820  HISTORY     - 1962     MONUMENTED       CGS
 PU0820
 PU0820                          STATION DESCRIPTION
 PU0820
 PU0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0820'5.7 MI N FROM UNION CENTER.
 PU0820'5.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU0820'STATE HIGHWAY 34 AT UNION CENTER, 0.15 MILE SOUTH OF THE JUNCTION
 PU0820'OF A DRIVEWAY WEST TO FARM BUILDINGS, 51 FEET WEST OF THE
 PU0820'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A POWER POLE,
 PU0820'2.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0820'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PU0820'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0173 ***********************************************************************
 QT0173  DESIGNATION -  L 402
 QT0173  PID         -  QT0173
 QT0173  STATE/COUNTY-  SD/PERKINS
 QT0173  COUNTRY     -  US
 QT0173  USGS QUAD   -  CEDAR CANYON (2017)
 QT0173
 QT0173                         *CURRENT SURVEY CONTROL
 QT0173  ______________________________________________________________________
 QT0173* NAD 83(1986) POSITION- 45 04 02.     (N) 102 44 37.     (W)   SCALED
 QT0173* NAVD 88 ORTHO HEIGHT -   896.230 (meters)     2940.38  (feet) ADJUSTED
 QT0173  ______________________________________________________________________
 QT0173  GEOID HEIGHT    -        -17.702 (meters)                     GEOID18
 QT0173  DYNAMIC HEIGHT  -        896.043 (meters)     2939.77  (feet) COMP
 QT0173  MODELED GRAVITY -    980,376.9   (mgal)                       NAVD 88
 QT0173
 QT0173  VERT ORDER      -  SECOND    CLASS 0
 QT0173
 QT0173.The horizontal coordinates were scaled from a map and have
 QT0173.an estimated accuracy of +/- 6 seconds.
 QT0173
 QT0173.The orthometric height was determined by differential leveling and
 QT0173.adjusted by the NATIONAL GEODETIC SURVEY
 QT0173.in June 1991.
 QT0173
 QT0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0173.GEOID18 height accuracy estimate available here.
 QT0173
 QT0173.Click photographs - Photos may exist for this station.
 QT0173
 QT0173.The dynamic height is computed by dividing the NAVD 88
 QT0173.geopotential number by the normal gravity value computed on the
 QT0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0173.degrees latitude (g = 980.6199 gals.).
 QT0173
 QT0173.The modeled gravity was interpolated from observed gravity values.
 QT0173
 QT0173;                    North         East    Units  Estimated Accuracy
 QT0173;SPC SD N     -   140,770.      383,980.      MT  (+/- 180 meters Scaled)
 QT0173
 QT0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK776928(NAD 83)
 QT0173
 QT0173                          SUPERSEDED SURVEY CONTROL
 QT0173
 QT0173  NGVD 29 (??/??/92)  895.762  (m)         2938.85   (f) ADJ UNCH    2 0
 QT0173
 QT0173.Superseded values are not recommended for survey control.
 QT0173
 QT0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0173.See file dsdata.pdf to determine how the superseded data were derived.
 QT0173
 QT0173_MARKER: DB = BENCH MARK DISK
 QT0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0173_STAMPING: L 402 1962
 QT0173_MARK LOGO: CGS
 QT0173_PROJECTION: PROJECTING 12 CENTIMETERS
 QT0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0173+STABILITY: SURFACE MOTION
 QT0173
 QT0173  HISTORY     - Date     Condition        Report By
 QT0173  HISTORY     - 1962     MONUMENTED       CGS
 QT0173
 QT0173                          STATION DESCRIPTION
 QT0173
 QT0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0173'10.6 MI NW FROM MAURINE.
 QT0173'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0173'THENCE 3.95 MILES NORTH ALONG A COUNTY ROAD, 42 FEET WEST OF THE
 QT0173'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A TELEPHONE POLE, 2.6
 QT0173'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,
 QT0173'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 QT0173'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2423 ***********************************************************************
 PU2423  DESIGNATION -  L 403 RESET
 PU2423  PID         -  PU2423
 PU2423  STATE/COUNTY-  SD/MEADE
 PU2423  COUNTRY     -  US
 PU2423  USGS QUAD   -  OPAL WEST (2017)
 PU2423
 PU2423                         *CURRENT SURVEY CONTROL
 PU2423  ______________________________________________________________________
 PU2423* NAD 83(1986) POSITION- 44 59 39.     (N) 102 35 36.     (W)   SCALED
 PU2423* NAVD 88 ORTHO HEIGHT -   855.60  (meters)     2807.1   (feet) RESET
 PU2423  ______________________________________________________________________
 PU2423  GEOID HEIGHT    -        -18.036 (meters)                     GEOID18
 PU2423  VERT ORDER      -  THIRD
 PU2423
 PU2423.The horizontal coordinates were scaled from a map and have
 PU2423.an estimated accuracy of +/- 6 seconds.
 PU2423
 PU2423.The orthometric height was computed from unverified reset data.
 PU2423
 PU2423.No vertical observational check was made to the station.
 PU2423
 PU2423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2423.GEOID18 height accuracy estimate available here.
 PU2423
 PU2423.Click photographs - Photos may exist for this station.
 PU2423
 PU2423;                    North         East    Units  Estimated Accuracy
 PU2423;SPC SD N     -   132,270.      395,550.      MT  (+/- 180 meters Scaled)
 PU2423
 PU2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK897851(NAD 83)
 PU2423
 PU2423                          SUPERSEDED SURVEY CONTROL
 PU2423
 PU2423  NGVD 29 (04/17/07)  855.13   (m)         2805.5    (f) RESET       3  
 PU2423
 PU2423.Superseded values are not recommended for survey control.
 PU2423
 PU2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2423.See file dsdata.pdf to determine how the superseded data were derived.
 PU2423
 PU2423_MARKER: DV = VERTICAL CONTROL DISK
 PU2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2423_STAMPING: L 403 RESET 1988
 PU2423_MARK LOGO: NGS
 PU2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2423+STABILITY: SURFACE MOTION
 PU2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2423+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2423
 PU2423  HISTORY     - Date     Condition        Report By
 PU2423  HISTORY     - 1988     MONUMENTED       NGS
 PU2423
 PU2423                          STATION DESCRIPTION
 PU2423
 PU2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2423'3.2 KM (2.00 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU2423'HIGHWAY 212 IN MAURINE, 30.8 M (101.0 FT) EAST FROM THE ROAD
 PU2423'CENTER, 9.75 M (32.0 FT) NORTH FROM A FENCE, 0.3 M (1 FT)
 PU2423'WEST FROM A FENCE, 0.3 M (1.0 FT) WEST FROM A WITNESS POST,
 PU2423'1.6 KM (1 MI) SOUTH FROM BENCH MARK K 403 RESET 1988, IN THE
 PU2423'SOUTHWEST CORNER OF SECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1238 ***********************************************************************
 PU1238  DESIGNATION -  L 404
 PU1238  PID         -  PU1238
 PU1238  STATE/COUNTY-  SD/BUTTE
 PU1238  COUNTRY     -  US
 PU1238  USGS QUAD   -  VOLUNTEER NE (2017)
 PU1238
 PU1238                         *CURRENT SURVEY CONTROL
 PU1238  ______________________________________________________________________
 PU1238* NAD 83(1986) POSITION- 44 44 54.     (N) 103 00 35.     (W)   SCALED
 PU1238* NAVD 88 ORTHO HEIGHT -   854.899 (meters)     2804.78  (feet) ADJUSTED
 PU1238  ______________________________________________________________________
 PU1238  GEOID HEIGHT    -        -17.297 (meters)                     GEOID18
 PU1238  DYNAMIC HEIGHT  -        854.690 (meters)     2804.10  (feet) COMP
 PU1238  MODELED GRAVITY -    980,343.5   (mgal)                       NAVD 88
 PU1238
 PU1238  VERT ORDER      -  SECOND    CLASS 0
 PU1238
 PU1238.The horizontal coordinates were scaled from a map and have
 PU1238.an estimated accuracy of +/- 6 seconds.
 PU1238
 PU1238.The orthometric height was determined by differential leveling and
 PU1238.adjusted by the NATIONAL GEODETIC SURVEY
 PU1238.in June 1991.
 PU1238
 PU1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1238.GEOID18 height accuracy estimate available here.
 PU1238
 PU1238.Click photographs - Photos may exist for this station.
 PU1238
 PU1238.The dynamic height is computed by dividing the NAVD 88
 PU1238.geopotential number by the normal gravity value computed on the
 PU1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1238.degrees latitude (g = 980.6199 gals.).
 PU1238
 PU1238.The modeled gravity was interpolated from observed gravity values.
 PU1238
 PU1238;                    North         East    Units  Estimated Accuracy
 PU1238;SPC SD N     -   106,110.      361,720.      MT  (+/- 180 meters Scaled)
 PU1238
 PU1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK575569(NAD 83)
 PU1238
 PU1238                          SUPERSEDED SURVEY CONTROL
 PU1238
 PU1238  NGVD 29 (??/??/92)  854.417  (m)         2803.20   (f) ADJ UNCH    2 0
 PU1238
 PU1238.Superseded values are not recommended for survey control.
 PU1238
 PU1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1238.See file dsdata.pdf to determine how the superseded data were derived.
 PU1238
 PU1238_MARKER: DB = BENCH MARK DISK
 PU1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1238_STAMPING: L 404 1962
 PU1238_MARK LOGO: CGS
 PU1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1238+STABILITY: SURFACE MOTION
 PU1238
 PU1238  HISTORY     - Date     Condition        Report By
 PU1238  HISTORY     - 1962     MONUMENTED       CGS
 PU1238
 PU1238                          STATION DESCRIPTION
 PU1238
 PU1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1238'10.8 MI W FROM FAIRPOINT.
 PU1238'10.85 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU1238'51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF
 PU1238'THE CENTER OF A GATE, 2.2 FEET SOUTH OF A FENCE, 2.5 FEET WEST
 PU1238'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF
 PU1238'A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0137 ***********************************************************************
 PU0137  DESIGNATION -  L 405
 PU0137  PID         -  PU0137
 PU0137  STATE/COUNTY-  SD/MEADE
 PU0137  COUNTRY     -  US
 PU0137  USGS QUAD   -  OPAL EAST (2017)
 PU0137
 PU0137                         *CURRENT SURVEY CONTROL
 PU0137  ______________________________________________________________________
 PU0137* NAD 83(1986) POSITION- 44 53 32.     (N) 102 28 13.     (W)   SCALED
 PU0137* NAVD 88 ORTHO HEIGHT -   798.575 (meters)     2619.99  (feet) ADJUSTED
 PU0137  ______________________________________________________________________
 PU0137  GEOID HEIGHT    -        -18.436 (meters)                     GEOID18
 PU0137  DYNAMIC HEIGHT  -        798.401 (meters)     2619.42  (feet) COMP
 PU0137  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 PU0137
 PU0137  VERT ORDER      -  SECOND    CLASS 0
 PU0137
 PU0137.The horizontal coordinates were scaled from a map and have
 PU0137.an estimated accuracy of +/- 6 seconds.
 PU0137
 PU0137.The orthometric height was determined by differential leveling and
 PU0137.adjusted by the NATIONAL GEODETIC SURVEY
 PU0137.in June 1991.
 PU0137
 PU0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0137.GEOID18 height accuracy estimate available here.
 PU0137
 PU0137.Click photographs - Photos may exist for this station.
 PU0137
 PU0137.The dynamic height is computed by dividing the NAVD 88
 PU0137.geopotential number by the normal gravity value computed on the
 PU0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0137.degrees latitude (g = 980.6199 gals.).
 PU0137
 PU0137.The modeled gravity was interpolated from observed gravity values.
 PU0137
 PU0137;                    North         East    Units  Estimated Accuracy
 PU0137;SPC SD N     -   120,640.      404,900.      MT  (+/- 180 meters Scaled)
 PU0137
 PU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK997740(NAD 83)
 PU0137
 PU0137                          SUPERSEDED SURVEY CONTROL
 PU0137
 PU0137  NGVD 29 (??/??/92)  798.113  (m)         2618.48   (f) ADJ UNCH    2 0
 PU0137
 PU0137.Superseded values are not recommended for survey control.
 PU0137
 PU0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0137.See file dsdata.pdf to determine how the superseded data were derived.
 PU0137
 PU0137_MARKER: DB = BENCH MARK DISK
 PU0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0137_STAMPING: L 405 1962
 PU0137_MARK LOGO: CGS
 PU0137_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0137+STABILITY: SURFACE MOTION
 PU0137
 PU0137  HISTORY     - Date     Condition        Report By
 PU0137  HISTORY     - 1962     MONUMENTED       CGS
 PU0137
 PU0137                          STATION DESCRIPTION
 PU0137
 PU0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0137'0.8 MI E FROM OPAL.
 PU0137'0.8 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, AT THE
 PU0137'JUNCTION OF A TRACK ROAD NORTH, 47 1/2 FEET NORTH OF THE CENTER
 PU0137'LINE OF THE ROAD, 138 FEET SOUTHWEST AND ACROSS THE ROAD NORTH
 PU0137'FROM THE SOUTHWEST CORNER OF A HOUSE, 21 FEET WEST OF THE CENTER
 PU0137'LINE OF THE TRACK ROAD, 5 1/2 FEET SOUTHEAST OF A TELEPHONE
 PU0137'POLE, 2.0 FEET SOUTHWEST OF A FENCE CORNER, 2.1 FEET SOUTH OF A
 PU0137'FENCE, 2.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0137'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1665 ***********************************************************************
 PU1665  DESIGNATION -  L 406
 PU1665  PID         -  PU1665
 PU1665  STATE/COUNTY-  SD/LAWRENCE
 PU1665  COUNTRY     -  US
 PU1665  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1665
 PU1665                         *CURRENT SURVEY CONTROL
 PU1665  ______________________________________________________________________
 PU1665* NAD 83(1986) POSITION- 44 28 24.2    (N) 103 37 30.1    (W)   HD_HELD2
 PU1665* NAVD 88 ORTHO HEIGHT -  1076.384 (meters)     3531.44  (feet) ADJUSTED
 PU1665  ______________________________________________________________________
 PU1665  GEOID HEIGHT    -        -15.100 (meters)                     GEOID18
 PU1665  DYNAMIC HEIGHT  -       1076.035 (meters)     3530.29  (feet) COMP
 PU1665  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 PU1665
 PU1665  VERT ORDER      -  SECOND    CLASS 0
 PU1665
 PU1665.The horizontal coordinates were established by autonomous hand held GPS
 PU1665.observations and have an estimated accuracy of +/- 10 meters.
 PU1665
 PU1665.The orthometric height was determined by differential leveling and
 PU1665.adjusted by the NATIONAL GEODETIC SURVEY
 PU1665.in June 1991.
 PU1665
 PU1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1665.GEOID18 height accuracy estimate available here.
 PU1665
 PU1665.Click photographs - Photos may exist for this station.
 PU1665
 PU1665.The dynamic height is computed by dividing the NAVD 88
 PU1665.geopotential number by the normal gravity value computed on the
 PU1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1665.degrees latitude (g = 980.6199 gals.).
 PU1665
 PU1665.The modeled gravity was interpolated from observed gravity values.
 PU1665
 PU1665;                    North         East    Units  Estimated Accuracy
 PU1665;SPC SD N     -    77,581.      311,671.      MT  (+/- 10 meters HH2 GPS)
 PU1665
 PU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0935725372(NAD 83)
 PU1665
 PU1665                          SUPERSEDED SURVEY CONTROL
 PU1665
 PU1665  NGVD 29 (??/??/92) 1075.853  (m)         3529.69   (f) ADJ UNCH    2 0
 PU1665
 PU1665.Superseded values are not recommended for survey control.
 PU1665
 PU1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1665.See file dsdata.pdf to determine how the superseded data were derived.
 PU1665
 PU1665_MARKER: DB = BENCH MARK DISK
 PU1665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1665_SP_SET: BRIDGE CURB
 PU1665_STAMPING: L 406 1962
 PU1665_MARK LOGO: CGS
 PU1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1665
 PU1665  HISTORY     - Date     Condition        Report By
 PU1665  HISTORY     - 1962     MONUMENTED       CGS
 PU1665
 PU1665                          STATION DESCRIPTION
 PU1665
 PU1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1665'1.4 MI NE FROM WHITEWOOD.
 PU1665'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU1665'RAILWAY STATION AT WHITEWOOD, THENCE 1.1 MILES NORTHEAST ALONG
 PU1665'A ROAD, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CURB OF
 PU1665'CONCRETE BRIDGE OVER WHITWOOD CREEK, 12 1/2 FEET SOUTHEAST OF
 PU1665'THE CENTER LINE OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE BRIDGE
 PU1665'FLOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1126 ***********************************************************************
 PU1126  DESIGNATION -  L 407
 PU1126  PID         -  PU1126
 PU1126  STATE/COUNTY-  SD/MEADE
 PU1126  COUNTRY     -  US
 PU1126  USGS QUAD   -  VALE (2017)
 PU1126
 PU1126                         *CURRENT SURVEY CONTROL
 PU1126  ______________________________________________________________________
 PU1126* NAD 83(1986) POSITION- 44 35 47.     (N) 103 25 39.     (W)   SCALED
 PU1126* NAVD 88 ORTHO HEIGHT -   867.868 (meters)     2847.33  (feet) ADJUSTED
 PU1126  ______________________________________________________________________
 PU1126  GEOID HEIGHT    -        -16.212 (meters)                     GEOID18
 PU1126  DYNAMIC HEIGHT  -        867.631 (meters)     2846.55  (feet) COMP
 PU1126  MODELED GRAVITY -    980,315.7   (mgal)                       NAVD 88
 PU1126
 PU1126  VERT ORDER      -  SECOND    CLASS 0
 PU1126
 PU1126.The horizontal coordinates were scaled from a map and have
 PU1126.an estimated accuracy of +/- 6 seconds.
 PU1126
 PU1126.The orthometric height was determined by differential leveling and
 PU1126.adjusted by the NATIONAL GEODETIC SURVEY
 PU1126.in June 1991.
 PU1126
 PU1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1126.GEOID18 height accuracy estimate available here.
 PU1126
 PU1126.Click photographs - Photos may exist for this station.
 PU1126
 PU1126.The dynamic height is computed by dividing the NAVD 88
 PU1126.geopotential number by the normal gravity value computed on the
 PU1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1126.degrees latitude (g = 980.6199 gals.).
 PU1126
 PU1126.The modeled gravity was interpolated from observed gravity values.
 PU1126
 PU1126;                    North         East    Units  Estimated Accuracy
 PU1126;SPC SD N     -    90,550.      327,950.      MT  (+/- 180 meters Scaled)
 PU1126
 PU1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK248393(NAD 83)
 PU1126
 PU1126                          SUPERSEDED SURVEY CONTROL
 PU1126
 PU1126  NGVD 29 (??/??/92)  867.378  (m)         2845.72   (f) ADJ UNCH    2 0
 PU1126
 PU1126.Superseded values are not recommended for survey control.
 PU1126
 PU1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1126.See file dsdata.pdf to determine how the superseded data were derived.
 PU1126
 PU1126_MARKER: DB = BENCH MARK DISK
 PU1126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1126_SP_SET: BOX CULVERT
 PU1126_STAMPING: L 407 1962
 PU1126_MARK LOGO: CGS
 PU1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1126
 PU1126  HISTORY     - Date     Condition        Report By
 PU1126  HISTORY     - 1962     MONUMENTED       CGS
 PU1126
 PU1126                          STATION DESCRIPTION
 PU1126
 PU1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1126'2.9 MI SW FROM VALE.
 PU1126'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1126'THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 79, IN THE
 PU1126'TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A TRIPPLE CONCRETE
 PU1126'BOX CULVERT OVER SOUTH CANAL, 28 1/2 FEET WEST OF THE CENTER
 PU1126'LINE OF THE ROAD AND ABOUT 3 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1163 ***********************************************************************
 PU1163  DESIGNATION -  L 408
 PU1163  PID         -  PU1163
 PU1163  STATE/COUNTY-  SD/BUTTE
 PU1163  COUNTRY     -  US
 PU1163  USGS QUAD   -  VALE SE (2017)
 PU1163
 PU1163                         *CURRENT SURVEY CONTROL
 PU1163  ______________________________________________________________________
 PU1163* NAD 83(1986) POSITION- 44 37 08.     (N) 103 16 05.     (W)   SCALED
 PU1163* NAVD 88 ORTHO HEIGHT -   822.445 (meters)     2698.31  (feet) ADJUSTED
 PU1163  ______________________________________________________________________
 PU1163  GEOID HEIGHT    -        -16.682 (meters)                     GEOID18
 PU1163  DYNAMIC HEIGHT  -        822.233 (meters)     2697.61  (feet) COMP
 PU1163  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 PU1163
 PU1163  VERT ORDER      -  SECOND    CLASS 0
 PU1163
 PU1163.The horizontal coordinates were scaled from a map and have
 PU1163.an estimated accuracy of +/- 6 seconds.
 PU1163
 PU1163.The orthometric height was determined by differential leveling and
 PU1163.adjusted by the NATIONAL GEODETIC SURVEY
 PU1163.in June 1991.
 PU1163
 PU1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1163.GEOID18 height accuracy estimate available here.
 PU1163
 PU1163.Click photographs - Photos may exist for this station.
 PU1163
 PU1163.The dynamic height is computed by dividing the NAVD 88
 PU1163.geopotential number by the normal gravity value computed on the
 PU1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1163.degrees latitude (g = 980.6199 gals.).
 PU1163
 PU1163.The modeled gravity was interpolated from observed gravity values.
 PU1163
 PU1163;                    North         East    Units  Estimated Accuracy
 PU1163;SPC SD N     -    92,530.      340,700.      MT  (+/- 180 meters Scaled)
 PU1163
 PU1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK374420(NAD 83)
 PU1163
 PU1163                          SUPERSEDED SURVEY CONTROL
 PU1163
 PU1163  NGVD 29 (??/??/92)  821.964  (m)         2696.73   (f) ADJ UNCH    2 0
 PU1163
 PU1163.Superseded values are not recommended for survey control.
 PU1163
 PU1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1163.See file dsdata.pdf to determine how the superseded data were derived.
 PU1163
 PU1163_MARKER: DB = BENCH MARK DISK
 PU1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1163_STAMPING: L 408 1962
 PU1163_MARK LOGO: CGS
 PU1163_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1163+STABILITY: SURFACE MOTION
 PU1163
 PU1163  HISTORY     - Date     Condition        Report By
 PU1163  HISTORY     - 1962     MONUMENTED       CGS
 PU1163  HISTORY     - 1963     GOOD             CGS
 PU1163
 PU1163                          STATION DESCRIPTION
 PU1163
 PU1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1163'6.8 MI E FROM VALE.
 PU1163'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE, AT
 PU1163'JUNCTION OF NORTH-SOUTH ROAD, 27 FEET NORTH OF THE EXTENDED CENTER
 PU1163'LINE OF THE ROAD WEST, 16 1/2 FEET EAST OF THE CENTER LINE OF THE
 PU1163'NORTH-SOUTH ROAD, 2 FEET WEST OF A FENCE, 1.5 FEET SOUTHEAST OF A
 PU1163'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU1163'POST PROJECTING 0.3 FOOT.
 PU1163
 PU1163                          STATION RECOVERY (1963)
 PU1163
 PU1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0687 ***********************************************************************
 PU0687  DESIGNATION -  L 409
 PU0687  PID         -  PU0687
 PU0687  STATE/COUNTY-  SD/MEADE
 PU0687  COUNTRY     -  US
 PU0687  USGS QUAD   -  HAYDRAW (2017)
 PU0687
 PU0687                         *CURRENT SURVEY CONTROL
 PU0687  ______________________________________________________________________
 PU0687* NAD 83(1986) POSITION- 44 28 00.     (N) 102 40 59.     (W)   SCALED
 PU0687* NAVD 88 ORTHO HEIGHT -   836.052 (meters)     2742.95  (feet) ADJUSTED
 PU0687  ______________________________________________________________________
 PU0687  GEOID HEIGHT    -        -18.209 (meters)                     GEOID18
 PU0687  DYNAMIC HEIGHT  -        835.822 (meters)     2742.19  (feet) COMP
 PU0687  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 PU0687
 PU0687  VERT ORDER      -  SECOND    CLASS 0
 PU0687
 PU0687.The horizontal coordinates were scaled from a map and have
 PU0687.an estimated accuracy of +/- 6 seconds.
 PU0687
 PU0687.The orthometric height was determined by differential leveling and
 PU0687.adjusted by the NATIONAL GEODETIC SURVEY
 PU0687.in June 1991.
 PU0687
 PU0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0687.GEOID18 height accuracy estimate available here.
 PU0687
 PU0687.Click photographs - Photos may exist for this station.
 PU0687
 PU0687.The dynamic height is computed by dividing the NAVD 88
 PU0687.geopotential number by the normal gravity value computed on the
 PU0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0687.degrees latitude (g = 980.6199 gals.).
 PU0687
 PU0687.The modeled gravity was interpolated from observed gravity values.
 PU0687
 PU0687;                    North         East    Units  Estimated Accuracy
 PU0687;SPC SD N     -    73,920.      386,540.      MT  (+/- 180 meters Scaled)
 PU0687
 PU0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK842263(NAD 83)
 PU0687
 PU0687                          SUPERSEDED SURVEY CONTROL
 PU0687
 PU0687  NGVD 29 (??/??/92)  835.574  (m)         2741.38   (f) ADJ UNCH    2 0
 PU0687
 PU0687.Superseded values are not recommended for survey control.
 PU0687
 PU0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0687.See file dsdata.pdf to determine how the superseded data were derived.
 PU0687
 PU0687_MARKER: DB = BENCH MARK DISK
 PU0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0687_STAMPING: L 409 1962
 PU0687_MARK LOGO: CGS
 PU0687_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0687+STABILITY: SURFACE MOTION
 PU0687
 PU0687  HISTORY     - Date     Condition        Report By
 PU0687  HISTORY     - 1962     MONUMENTED       CGS
 PU0687
 PU0687                          STATION DESCRIPTION
 PU0687
 PU0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0687'7.4 MI S FROM UNION CENTER.
 PU0687'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0687'CENTER, THENCE 6.65 MILES SOUTH ALONG A GRAVEL ROAD, 34 FEET
 PU0687'WEST OF THE CENTER LINE OF THE ROAD, 47 FEET NORTH OF A FENCE
 PU0687'CORNER POST, 31 FEET NORTH OF THE CENTER OF A WIRE GATE, 3.0 FEET
 PU0687'EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3
 PU0687'FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 PU0687'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1001 ***********************************************************************
 PU1001  DESIGNATION -  L 410
 PU1001  PID         -  PU1001
 PU1001  STATE/COUNTY-  SD/MEADE
 PU1001  COUNTRY     -  US
 PU1001  USGS QUAD   -  STONEVILLE (2017)
 PU1001
 PU1001                         *CURRENT SURVEY CONTROL
 PU1001  ______________________________________________________________________
 PU1001* NAD 83(1986) POSITION- 44 43 08.     (N) 102 38 02.     (W)   SCALED
 PU1001* NAVD 88 ORTHO HEIGHT -   879.230 (meters)     2884.61  (feet) ADJUSTED
 PU1001  ______________________________________________________________________
 PU1001  GEOID HEIGHT    -        -18.102 (meters)                     GEOID18
 PU1001  DYNAMIC HEIGHT  -        879.014 (meters)     2883.90  (feet) COMP
 PU1001  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 PU1001
 PU1001  VERT ORDER      -  SECOND    CLASS 0
 PU1001
 PU1001.The horizontal coordinates were scaled from a map and have
 PU1001.an estimated accuracy of +/- 6 seconds.
 PU1001
 PU1001.The orthometric height was determined by differential leveling and
 PU1001.adjusted by the NATIONAL GEODETIC SURVEY
 PU1001.in June 1991.
 PU1001
 PU1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1001.GEOID18 height accuracy estimate available here.
 PU1001
 PU1001.Click photographs - Photos may exist for this station.
 PU1001
 PU1001.The dynamic height is computed by dividing the NAVD 88
 PU1001.geopotential number by the normal gravity value computed on the
 PU1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1001.degrees latitude (g = 980.6199 gals.).
 PU1001
 PU1001.The modeled gravity was interpolated from observed gravity values.
 PU1001
 PU1001;                    North         East    Units  Estimated Accuracy
 PU1001;SPC SD N     -   101,800.      391,360.      MT  (+/- 180 meters Scaled)
 PU1001
 PU1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK873544(NAD 83)
 PU1001
 PU1001                          SUPERSEDED SURVEY CONTROL
 PU1001
 PU1001  NGVD 29 (??/??/92)  878.759  (m)         2883.06   (f) ADJ UNCH    2 0
 PU1001
 PU1001.Superseded values are not recommended for survey control.
 PU1001
 PU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1001.See file dsdata.pdf to determine how the superseded data were derived.
 PU1001
 PU1001_MARKER: DB = BENCH MARK DISK
 PU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1001_STAMPING: L 410 1962
 PU1001_MARK LOGO: CGS
 PU1001_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1001+STABILITY: SURFACE MOTION
 PU1001
 PU1001  HISTORY     - Date     Condition        Report By
 PU1001  HISTORY     - 1962     MONUMENTED       CGS
 PU1001
 PU1001                          STATION DESCRIPTION
 PU1001
 PU1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1001'2 MI SE FROM STONEVILLE.
 PU1001'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU1001'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, 38 FEET SOUTH OF THE
 PU1001'CENTER OF THE ROAD, 9 FEET EAST OF THE CENTER LINE OF A TRACK
 PU1001'ROAD SOUTH, 3 FEET NORTH OF THE EAST END OF A GATE, 0.8 FOOT
 PU1001'WEST OF A TELEPHONE POLE, 1.8 FEET SOUTH OF A WITNESS POST,
 PU1001'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1001'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1055 ***********************************************************************
 PU1055  DESIGNATION -  L 411
 PU1055  PID         -  PU1055
 PU1055  STATE/COUNTY-  SD/MEADE
 PU1055  COUNTRY     -  US
 PU1055  USGS QUAD   -  ENNING (2017)
 PU1055
 PU1055                         *CURRENT SURVEY CONTROL
 PU1055  ______________________________________________________________________
 PU1055* NAD 83(1986) POSITION- 44 31 52.     (N) 102 32 45.     (W)   SCALED
 PU1055* NAVD 88 ORTHO HEIGHT -   879.863 (meters)     2886.68  (feet) ADJUSTED
 PU1055  ______________________________________________________________________
 PU1055  GEOID HEIGHT    -        -18.515 (meters)                     GEOID18
 PU1055  DYNAMIC HEIGHT  -        879.623 (meters)     2885.90  (feet) COMP
 PU1055  MODELED GRAVITY -    980,315.2   (mgal)                       NAVD 88
 PU1055
 PU1055  VERT ORDER      -  SECOND    CLASS 0
 PU1055
 PU1055.The horizontal coordinates were scaled from a map and have
 PU1055.an estimated accuracy of +/- 6 seconds.
 PU1055
 PU1055.The orthometric height was determined by differential leveling and
 PU1055.adjusted by the NATIONAL GEODETIC SURVEY
 PU1055.in June 1991.
 PU1055
 PU1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1055.GEOID18 height accuracy estimate available here.
 PU1055
 PU1055.Click photographs - Photos may exist for this station.
 PU1055
 PU1055.The dynamic height is computed by dividing the NAVD 88
 PU1055.geopotential number by the normal gravity value computed on the
 PU1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1055.degrees latitude (g = 980.6199 gals.).
 PU1055
 PU1055.The modeled gravity was interpolated from observed gravity values.
 PU1055
 PU1055;                    North         East    Units  Estimated Accuracy
 PU1055;SPC SD N     -    80,720.      397,680.      MT  (+/- 180 meters Scaled)
 PU1055
 PU1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK949337(NAD 83)
 PU1055
 PU1055                          SUPERSEDED SURVEY CONTROL
 PU1055
 PU1055  NGVD 29 (??/??/92)  879.397  (m)         2885.16   (f) ADJ UNCH    2 0
 PU1055
 PU1055.Superseded values are not recommended for survey control.
 PU1055
 PU1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1055.See file dsdata.pdf to determine how the superseded data were derived.
 PU1055
 PU1055_MARKER: DB = BENCH MARK DISK
 PU1055_SETTING: 66 = SET IN ROCK OUTCROP
 PU1055_STAMPING: L 411 1962
 PU1055_MARK LOGO: CGS
 PU1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1055+STABILITY: POSITION/ELEVATION WELL
 PU1055
 PU1055  HISTORY     - Date     Condition        Report By
 PU1055  HISTORY     - 1962     MONUMENTED       CGS
 PU1055  HISTORY     - 1963     GOOD             CGS
 PU1055
 PU1055                          STATION DESCRIPTION
 PU1055
 PU1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1055'3.9 MI S FROM ENNING.
 PU1055'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU1055'POST OFFICE AT ENNING, THENCE 0.85 MILE EAST ALONG A GRAVELED
 PU1055'ROAD, ABOUT 0.05 MILE EAST OF THE CROSSING OF THE POWER LINE
 PU1055'AND THE ROAD, 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24
 PU1055'FEET SOUTH OF A FENCE, 23.7 FEET SOUTH OF A METAL WITNESS POST,
 PU1055'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU1055'OF A 4 FEET BY 4 FEET FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0754 ***********************************************************************
 PU0754  DESIGNATION -  L 412
 PU0754  PID         -  PU0754
 PU0754  STATE/COUNTY-  SD/MEADE
 PU0754  COUNTRY     -  US
 PU0754  USGS QUAD   -  CAMP CREEK (2017)
 PU0754
 PU0754                         *CURRENT SURVEY CONTROL
 PU0754  ______________________________________________________________________
 PU0754* NAD 83(1986) POSITION- 44 53 36.     (N) 102 55 08.     (W)   SCALED
 PU0754* NAVD 88 ORTHO HEIGHT -   838.803 (meters)     2751.97  (feet) ADJUSTED
 PU0754  ______________________________________________________________________
 PU0754  GEOID HEIGHT    -        -17.369 (meters)                     GEOID18
 PU0754  DYNAMIC HEIGHT  -        838.625 (meters)     2751.39  (feet) COMP
 PU0754  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 PU0754
 PU0754  VERT ORDER      -  SECOND    CLASS 0
 PU0754
 PU0754.The horizontal coordinates were scaled from a map and have
 PU0754.an estimated accuracy of +/- 6 seconds.
 PU0754
 PU0754.The orthometric height was determined by differential leveling and
 PU0754.adjusted by the NATIONAL GEODETIC SURVEY
 PU0754.in June 1991.
 PU0754
 PU0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0754.GEOID18 height accuracy estimate available here.
 PU0754
 PU0754.Click photographs - Photos may exist for this station.
 PU0754
 PU0754.The dynamic height is computed by dividing the NAVD 88
 PU0754.geopotential number by the normal gravity value computed on the
 PU0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0754.degrees latitude (g = 980.6199 gals.).
 PU0754
 PU0754.The modeled gravity was interpolated from observed gravity values.
 PU0754
 PU0754;                    North         East    Units  Estimated Accuracy
 PU0754;SPC SD N     -   121,950.      369,490.      MT  (+/- 180 meters Scaled)
 PU0754
 PU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK643732(NAD 83)
 PU0754
 PU0754                          SUPERSEDED SURVEY CONTROL
 PU0754
 PU0754  NGVD 29 (??/??/92)  838.336  (m)         2750.44   (f) ADJ UNCH    2 0
 PU0754
 PU0754.Superseded values are not recommended for survey control.
 PU0754
 PU0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0754.See file dsdata.pdf to determine how the superseded data were derived.
 PU0754
 PU0754_MARKER: DB = BENCH MARK DISK
 PU0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0754_STAMPING: L 412 1963
 PU0754_MARK LOGO: CGS
 PU0754_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0754+STABILITY: SURFACE MOTION
 PU0754
 PU0754  HISTORY     - Date     Condition        Report By
 PU0754  HISTORY     - 1963     MONUMENTED       CGS
 PU0754
 PU0754                          STATION DESCRIPTION
 PU0754
 PU0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0754'2.2 MI N FROM SULPHUR.
 PU0754'ABOUT 1.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SULPHUR
 PU0754'STORE, THENCE 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD,
 PU0754'198.5 FEET WEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD
 PU0754'ACROSS THE ROAD, 117 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PU0754'ROAD, 27.5 FEET WEST OF THE CENTER OF A WIRE GATE, 2.0 FEET
 PU0754'NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU0754'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0754'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1337 ***********************************************************************
 PU1337  DESIGNATION -  L 413
 PU1337  PID         -  PU1337
 PU1337  STATE/COUNTY-  SD/BUTTE
 PU1337  COUNTRY     -  US
 PU1337  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1337
 PU1337                         *CURRENT SURVEY CONTROL
 PU1337  ______________________________________________________________________
 PU1337* NAD 83(1986) POSITION- 44 49 21.     (N) 103 18 59.     (W)   SCALED
 PU1337* NAVD 88 ORTHO HEIGHT -   913.826 (meters)     2998.11  (feet) ADJUSTED
 PU1337  ______________________________________________________________________
 PU1337  GEOID HEIGHT    -        -16.596 (meters)                     GEOID18
 PU1337  DYNAMIC HEIGHT  -        913.602 (meters)     2997.38  (feet) COMP
 PU1337  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 PU1337
 PU1337  VERT ORDER      -  SECOND    CLASS 0
 PU1337
 PU1337.The horizontal coordinates were scaled from a map and have
 PU1337.an estimated accuracy of +/- 6 seconds.
 PU1337
 PU1337.The orthometric height was determined by differential leveling and
 PU1337.adjusted by the NATIONAL GEODETIC SURVEY
 PU1337.in June 1991.
 PU1337
 PU1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1337.GEOID18 height accuracy estimate available here.
 PU1337
 PU1337.Click photographs - Photos may exist for this station.
 PU1337
 PU1337.The dynamic height is computed by dividing the NAVD 88
 PU1337.geopotential number by the normal gravity value computed on the
 PU1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1337.degrees latitude (g = 980.6199 gals.).
 PU1337
 PU1337.The modeled gravity was interpolated from observed gravity values.
 PU1337
 PU1337;                    North         East    Units  Estimated Accuracy
 PU1337;SPC SD N     -   115,290.      337,790.      MT  (+/- 180 meters Scaled)
 PU1337
 PU1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK331646(NAD 83)
 PU1337
 PU1337                          SUPERSEDED SURVEY CONTROL
 PU1337
 PU1337  NGVD 29 (??/??/92)  913.347  (m)         2996.54   (f) ADJ UNCH    2 0
 PU1337
 PU1337.Superseded values are not recommended for survey control.
 PU1337
 PU1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1337.See file dsdata.pdf to determine how the superseded data were derived.
 PU1337
 PU1337_MARKER: DB = BENCH MARK DISK
 PU1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1337_STAMPING: L 413 1963
 PU1337_MARK LOGO: CGS
 PU1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1337+STABILITY: SURFACE MOTION
 PU1337
 PU1337  HISTORY     - Date     Condition        Report By
 PU1337  HISTORY     - 1963     MONUMENTED       CGS
 PU1337
 PU1337                          STATION DESCRIPTION
 PU1337
 PU1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1337'10.3 MI NE FROM NEWELL.
 PU1337'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1337'HIGH SCHOOL AT NEWELL, THENCE 6.8 MILES NORTH ALONG A GRAVELED
 PU1337'ROAD, 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE
 PU1337'GUARD IN THE ROAD, 47.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PU1337'44.5 FEET SOUTH OF A FENCE CORNER, 2.5 FEET WEST OF A
 PU1337'FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 PU1337'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1337'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0260 ***********************************************************************
 QT0260  DESIGNATION -  L 414 RESET
 QT0260  PID         -  QT0260
 QT0260  STATE/COUNTY-  SD/BUTTE
 QT0260  COUNTRY     -  US
 QT0260  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0260
 QT0260                         *CURRENT SURVEY CONTROL
 QT0260  ______________________________________________________________________
 QT0260* NAD 83(1986) POSITION- 45 01 07.     (N) 103 25 30.     (W)   SCALED
 QT0260* NAVD 88 ORTHO HEIGHT -   951.40  (meters)     3121.4   (feet) RESET
 QT0260  ______________________________________________________________________
 QT0260  GEOID HEIGHT    -        -16.427 (meters)                     GEOID18
 QT0260  VERT ORDER      -  THIRD
 QT0260
 QT0260.The horizontal coordinates were scaled from a map and have
 QT0260.an estimated accuracy of +/- 6 seconds.
 QT0260
 QT0260.The orthometric height was computed from unverified reset data.
 QT0260
 QT0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0260.GEOID18 height accuracy estimate available here.
 QT0260
 QT0260.Click photographs - Photos may exist for this station.
 QT0260
 QT0260;                    North         East    Units  Estimated Accuracy
 QT0260;SPC SD N     -   137,420.      330,130.      MT  (+/- 180 meters Scaled)
 QT0260
 QT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK240862(NAD 83)
 QT0260
 QT0260                          SUPERSEDED SURVEY CONTROL
 QT0260
 QT0260.No superseded survey control is available for this station.
 QT0260
 QT0260_MARKER: DB = BENCH MARK DISK
 QT0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0260_STAMPING: L 414 RESET 1967
 QT0260_MARK LOGO: CGS
 QT0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0260+STABILITY: SURFACE MOTION
 QT0260
 QT0260  HISTORY     - Date     Condition        Report By
 QT0260  HISTORY     - 1967     MONUMENTED       CGS
 QT0260
 QT0260                          STATION DESCRIPTION
 QT0260
 QT0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 QT0260'3.8 MI N FROM CASTLE ROCK.
 QT0260'ABOUT 3.8 MILES NORTH ALONG THE HIGHWAY FROM THE POST OFFICE
 QT0260'AT CASTLE ROCK, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 QT0260'10.5 FEET SOUTH OF A POWERLINE POLE, 1.5 FEET EAST OF A METAL
 QT0260'WITNESS POST, 1 FOOT NORTH OF AN EAST-WEST FENCE AND SET IN THE
 QT0260'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1900 ***********************************************************************
 PU1900  DESIGNATION -  L 415
 PU1900  PID         -  PU1900
 PU1900  STATE/COUNTY-  SD/BUTTE
 PU1900  COUNTRY     -  US
 PU1900  USGS QUAD   -  ARPAN (2017)
 PU1900
 PU1900                         *CURRENT SURVEY CONTROL
 PU1900  ______________________________________________________________________
 PU1900* NAD 83(1986) POSITION- 44 51 56.     (N) 103 38 59.     (W)   SCALED
 PU1900* NAVD 88 ORTHO HEIGHT -   932.065 (meters)     3057.95  (feet) ADJUSTED
 PU1900  ______________________________________________________________________
 PU1900  GEOID HEIGHT    -        -16.023 (meters)                     GEOID18
 PU1900  DYNAMIC HEIGHT  -        931.832 (meters)     3057.19  (feet) COMP
 PU1900  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 PU1900
 PU1900  VERT ORDER      -  SECOND    CLASS 0
 PU1900
 PU1900.The horizontal coordinates were scaled from a map and have
 PU1900.an estimated accuracy of +/- 6 seconds.
 PU1900
 PU1900.The orthometric height was determined by differential leveling and
 PU1900.adjusted by the NATIONAL GEODETIC SURVEY
 PU1900.in June 1991.
 PU1900
 PU1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1900.GEOID18 height accuracy estimate available here.
 PU1900
 PU1900.Click photographs - Photos may exist for this station.
 PU1900
 PU1900.The dynamic height is computed by dividing the NAVD 88
 PU1900.geopotential number by the normal gravity value computed on the
 PU1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1900.degrees latitude (g = 980.6199 gals.).
 PU1900
 PU1900.The modeled gravity was interpolated from observed gravity values.
 PU1900
 PU1900;                    North         East    Units  Estimated Accuracy
 PU1900;SPC SD N     -   121,200.      311,670.      MT  (+/- 180 meters Scaled)
 PU1900
 PU1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK066689(NAD 83)
 PU1900
 PU1900                          SUPERSEDED SURVEY CONTROL
 PU1900
 PU1900  NGVD 29 (??/??/92)  931.584  (m)         3056.37   (f) ADJ UNCH    2 0
 PU1900
 PU1900.Superseded values are not recommended for survey control.
 PU1900
 PU1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1900.See file dsdata.pdf to determine how the superseded data were derived.
 PU1900
 PU1900_MARKER: DB = BENCH MARK DISK
 PU1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1900_STAMPING: L 415 1963
 PU1900_MARK LOGO: CGS
 PU1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1900+STABILITY: SURFACE MOTION
 PU1900
 PU1900  HISTORY     - Date     Condition        Report By
 PU1900  HISTORY     - 1963     MONUMENTED       CGS
 PU1900
 PU1900                          STATION DESCRIPTION
 PU1900
 PU1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1900'19.1 MI NW FROM NISLAND.
 PU1900'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1900'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1900'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1900'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1900'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1900'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1900'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1900'COUNTY ROAD, THENCE 7.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1900'65 FEET SOUTHWEST OF THE CENTER OF A T-JUNCTION WITH A ROAD
 PU1900'LEADING WEST, 55.5 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 PU1900'ROAD, 34.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST,
 PU1900'23 FEET WEST OF A FENCE CORNER, 1.8 FEET EAST OF A METAL WITNESS
 PU1900'POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP
 PU1900'OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1268 ***********************************************************************
 PU1268  DESIGNATION -  L 416
 PU1268  PID         -  PU1268
 PU1268  STATE/COUNTY-  SD/BUTTE
 PU1268  COUNTRY     -  US
 PU1268  USGS QUAD   -  OWL BUTTE (2017)
 PU1268
 PU1268                         *CURRENT SURVEY CONTROL
 PU1268  ______________________________________________________________________
 PU1268* NAD 83(1986) POSITION- 44 51 31.     (N) 103 08 47.     (W)   SCALED
 PU1268* NAVD 88 ORTHO HEIGHT -   903.249 (meters)     2963.41  (feet) ADJUSTED
 PU1268  ______________________________________________________________________
 PU1268  GEOID HEIGHT    -        -16.984 (meters)                     GEOID18
 PU1268  DYNAMIC HEIGHT  -        903.028 (meters)     2962.68  (feet) COMP
 PU1268  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 PU1268
 PU1268  VERT ORDER      -  FIRST     CLASS II
 PU1268
 PU1268.The horizontal coordinates were scaled from a map and have
 PU1268.an estimated accuracy of +/- 6 seconds.
 PU1268
 PU1268.The orthometric height was determined by differential leveling and
 PU1268.adjusted by the NATIONAL GEODETIC SURVEY
 PU1268.in June 1991.
 PU1268
 PU1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1268.GEOID18 height accuracy estimate available here.
 PU1268
 PU1268.Click photographs - Photos may exist for this station.
 PU1268
 PU1268.The dynamic height is computed by dividing the NAVD 88
 PU1268.geopotential number by the normal gravity value computed on the
 PU1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1268.degrees latitude (g = 980.6199 gals.).
 PU1268
 PU1268.The modeled gravity was interpolated from observed gravity values.
 PU1268
 PU1268;                    North         East    Units  Estimated Accuracy
 PU1268;SPC SD N     -   118,760.      351,380.      MT  (+/- 180 meters Scaled)
 PU1268
 PU1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK464689(NAD 83)
 PU1268
 PU1268                          SUPERSEDED SURVEY CONTROL
 PU1268
 PU1268  NGVD 29 (??/??/92)  902.762  (m)         2961.81   (f) ADJ UNCH    1 2
 PU1268
 PU1268.Superseded values are not recommended for survey control.
 PU1268
 PU1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1268.See file dsdata.pdf to determine how the superseded data were derived.
 PU1268
 PU1268_MARKER: DB = BENCH MARK DISK
 PU1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1268_STAMPING: L 416 1963
 PU1268_MARK LOGO: CGS
 PU1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1268+STABILITY: SURFACE MOTION
 PU1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1268+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1268
 PU1268  HISTORY     - Date     Condition        Report By
 PU1268  HISTORY     - 1963     MONUMENTED       CGS
 PU1268  HISTORY     - 19951116 GOOD             NGS
 PU1268
 PU1268                          STATION DESCRIPTION
 PU1268
 PU1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1268'17.1 MI NE FROM NEWELL.
 PU1268'ABOUT 17.1 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1268'SCHOOL AT NEWELL, ON THE SOUTHWEST SLOPE OF A HILL, 106.5 FEET
 PU1268'SOUTHEAST OF THE SOUTHEAST LEG OF POWER LINE TOWER 30-4, 162.5
 PU1268'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FEET
 PU1268'SOUTHEAST OF A FENCE, 1.8 FEET SOUTHWEST OF A METAL WITNESS
 PU1268'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 PU1268'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 PU1268
 PU1268                          STATION RECOVERY (1995)
 PU1268
 PU1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1268'27.4 KM (17.00 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1268'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 279.0 M (915.4 FT) NORTHEAST
 PU1268'OF MILEPOST 56, 44.5 M (146.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PU1268'31.2 M (102.4 FT) SOUTHEAST OF THE SOUTHEAST LEG OF UTILITY POLE
 PU1268'NUMBER 30-4, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 PU1268'FT) SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST,
 PU1268'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1326 ***********************************************************************
 PU1326  DESIGNATION -  L 417
 PU1326  PID         -  PU1326
 PU1326  STATE/COUNTY-  SD/BUTTE
 PU1326  COUNTRY     -  US
 PU1326  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1326
 PU1326                         *CURRENT SURVEY CONTROL
 PU1326  ______________________________________________________________________
 PU1326* NAD 83(1986) POSITION- 44 57 22.     (N) 103 18 44.     (W)   SCALED
 PU1326* NAVD 88 ORTHO HEIGHT -   914.526 (meters)     3000.41  (feet) ADJUSTED
 PU1326  ______________________________________________________________________
 PU1326  GEOID HEIGHT    -        -16.626 (meters)                     GEOID18
 PU1326  DYNAMIC HEIGHT  -        914.312 (meters)     2999.71  (feet) COMP
 PU1326  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 PU1326
 PU1326  VERT ORDER      -  SECOND    CLASS 0
 PU1326
 PU1326.The horizontal coordinates were scaled from a map and have
 PU1326.an estimated accuracy of +/- 6 seconds.
 PU1326
 PU1326.The orthometric height was determined by differential leveling and
 PU1326.adjusted by the NATIONAL GEODETIC SURVEY
 PU1326.in June 1991.
 PU1326
 PU1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1326.GEOID18 height accuracy estimate available here.
 PU1326
 PU1326.Click photographs - Photos may exist for this station.
 PU1326
 PU1326.The dynamic height is computed by dividing the NAVD 88
 PU1326.geopotential number by the normal gravity value computed on the
 PU1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1326.degrees latitude (g = 980.6199 gals.).
 PU1326
 PU1326.The modeled gravity was interpolated from observed gravity values.
 PU1326
 PU1326;                    North         East    Units  Estimated Accuracy
 PU1326;SPC SD N     -   130,110.      338,730.      MT  (+/- 180 meters Scaled)
 PU1326
 PU1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK331794(NAD 83)
 PU1326
 PU1326                          SUPERSEDED SURVEY CONTROL
 PU1326
 PU1326  NGVD 29 (??/??/92)  914.051  (m)         2998.85   (f) ADJ UNCH    2 0
 PU1326
 PU1326.Superseded values are not recommended for survey control.
 PU1326
 PU1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1326.See file dsdata.pdf to determine how the superseded data were derived.
 PU1326
 PU1326_MARKER: DB = BENCH MARK DISK
 PU1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1326_STAMPING: L 417 1963
 PU1326_MARK LOGO: CGS
 PU1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1326+STABILITY: SURFACE MOTION
 PU1326
 PU1326  HISTORY     - Date     Condition        Report By
 PU1326  HISTORY     - 1963     MONUMENTED       CGS
 PU1326
 PU1326                          STATION DESCRIPTION
 PU1326
 PU1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1326'6.2 MI SE FROM CASTLE ROCK.
 PU1326'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1326'OFFICE AT CASTLE ROCK, THENCE 5.65 MILES SOUTHEAST ALONG A
 PU1326'GRADED COUNTY ROAD, AT THE CREST OF A SMALL HILL, 67 FEET
 PU1326'SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF A METAL
 PU1326'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU1326'OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1482 ***********************************************************************
 PU1482  DESIGNATION -  L 418
 PU1482  PID         -  PU1482
 PU1482  STATE/COUNTY-  SD/MEADE
 PU1482  COUNTRY     -  US
 PU1482  USGS QUAD   -  FORT MEADE (2017)
 PU1482
 PU1482                         *CURRENT SURVEY CONTROL
 PU1482  ______________________________________________________________________
 PU1482* NAD 83(1986) POSITION- 44 25 43.     (N) 103 24 29.     (W)   SCALED
 PU1482* NAVD 88 ORTHO HEIGHT -   951.119 (meters)     3120.46  (feet) ADJUSTED
 PU1482  ______________________________________________________________________
 PU1482  GEOID HEIGHT    -        -15.821 (meters)                     GEOID18
 PU1482  DYNAMIC HEIGHT  -        950.827 (meters)     3119.50  (feet) COMP
 PU1482  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 PU1482
 PU1482  VERT ORDER      -  FIRST     CLASS II
 PU1482
 PU1482.The horizontal coordinates were scaled from a map and have
 PU1482.an estimated accuracy of +/- 6 seconds.
 PU1482
 PU1482.The orthometric height was determined by differential leveling and
 PU1482.adjusted by the NATIONAL GEODETIC SURVEY
 PU1482.in October 1997.
 PU1482
 PU1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1482.GEOID18 height accuracy estimate available here.
 PU1482
 PU1482.Click photographs - Photos may exist for this station.
 PU1482
 PU1482.The dynamic height is computed by dividing the NAVD 88
 PU1482.geopotential number by the normal gravity value computed on the
 PU1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1482.degrees latitude (g = 980.6199 gals.).
 PU1482
 PU1482.The modeled gravity was interpolated from observed gravity values.
 PU1482
 PU1482;                    North         East    Units  Estimated Accuracy
 PU1482;SPC SD N     -    71,860.      328,710.      MT  (+/- 180 meters Scaled)
 PU1482
 PU1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK267207(NAD 83)
 PU1482
 PU1482                          SUPERSEDED SURVEY CONTROL
 PU1482
 PU1482  NAVD 88 (06/15/91)  951.115  (m)         3120.45   (f) SUPERSEDED  1 2
 PU1482  NGVD 29 (??/??/92)  950.616  (m)         3118.81   (f) ADJ UNCH    1 2
 PU1482
 PU1482.Superseded values are not recommended for survey control.
 PU1482
 PU1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1482.See file dsdata.pdf to determine how the superseded data were derived.
 PU1482
 PU1482_MARKER: DB = BENCH MARK DISK
 PU1482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1482_SP_SET: RETAINING WALL
 PU1482_STAMPING: L 418 1963
 PU1482_MARK LOGO: CGS
 PU1482_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1482+STABILITY: SURFACE MOTION
 PU1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1482+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 PU1482
 PU1482  HISTORY     - Date     Condition        Report By
 PU1482  HISTORY     - 1963     MONUMENTED       CGS
 PU1482  HISTORY     - 19950513 GOOD             NGS
 PU1482  HISTORY     - 20120327 GOOD             INDIV
 PU1482
 PU1482                          STATION DESCRIPTION
 PU1482
 PU1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1482'5.8 MI NE FROM STURGIS.
 PU1482'ABOUT 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST
 PU1482'OFFICE AT STURGIS, OR 6.5 MILES SOUTHWEST ALONG STATE HIGHWAY
 PU1482'34 FROM THE CATHOLIC CHURCH AT BEAR BUTTE, SET IN THE TOP OF
 PU1482'THE WEST END OF THE SOUTH CONCRETE WING WALL OF A CONCRETE
 PU1482'BRIDGE OVER A DRY CREEK BED, 17.9 FEET WEST OF THE CENTERLINE
 PU1482'OF THE HIGHWAY, 0.9 FOOT EAST OF THE WEST EDGE OF THE WING
 PU1482'WALL, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 PU1482
 PU1482                          STATION RECOVERY (1995)
 PU1482
 PU1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1482'10.7 KM (6.65 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1482'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 2.0 M (6.6
 PU1482'FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE WINGWALL
 PU1482'OF A HIGHWAY BRIDGE SPANNING A CREEK, 984.0 M (3228.3 FT) EAST OF
 PU1482'MILEPOST 40, 5.5 M (18.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND
 PU1482'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PU1482
 PU1482                          STATION RECOVERY (2012)
 PU1482
 PU1482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1193 ***********************************************************************
 PU1193  DESIGNATION -  L 419
 PU1193  PID         -  PU1193
 PU1193  STATE/COUNTY-  SD/MEADE
 PU1193  COUNTRY     -  US
 PU1193  USGS QUAD   -  VOLUNTEER (2017)
 PU1193
 PU1193                         *CURRENT SURVEY CONTROL
 PU1193  ______________________________________________________________________
 PU1193* NAD 83(1986) POSITION- 44 30 23.     (N) 103 10 38.     (W)   SCALED
 PU1193* NAVD 88 ORTHO HEIGHT -   814.945 (meters)     2673.70  (feet) ADJUSTED
 PU1193  ______________________________________________________________________
 PU1193  GEOID HEIGHT    -        -16.850 (meters)                     GEOID18
 PU1193  DYNAMIC HEIGHT  -        814.725 (meters)     2672.98  (feet) COMP
 PU1193  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 PU1193
 PU1193  VERT ORDER      -  FIRST     CLASS II
 PU1193
 PU1193.The horizontal coordinates were scaled from a map and have
 PU1193.an estimated accuracy of +/- 6 seconds.
 PU1193
 PU1193.The orthometric height was determined by differential leveling and
 PU1193.adjusted by the NATIONAL GEODETIC SURVEY
 PU1193.in October 1997.
 PU1193
 PU1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1193.GEOID18 height accuracy estimate available here.
 PU1193
 PU1193.Click photographs - Photos may exist for this station.
 PU1193
 PU1193.The dynamic height is computed by dividing the NAVD 88
 PU1193.geopotential number by the normal gravity value computed on the
 PU1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1193.degrees latitude (g = 980.6199 gals.).
 PU1193
 PU1193.The modeled gravity was interpolated from observed gravity values.
 PU1193
 PU1193;                    North         East    Units  Estimated Accuracy
 PU1193;SPC SD N     -    79,750.      347,410.      MT  (+/- 180 meters Scaled)
 PU1193
 PU1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK448297(NAD 83)
 PU1193
 PU1193                          SUPERSEDED SURVEY CONTROL
 PU1193
 PU1193  NAVD 88 (06/15/91)  814.961  (m)         2673.75   (f) SUPERSEDED  1 2
 PU1193  NGVD 29 (??/??/92)  814.481  (m)         2672.18   (f) ADJ UNCH    1 2
 PU1193
 PU1193.Superseded values are not recommended for survey control.
 PU1193
 PU1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1193.See file dsdata.pdf to determine how the superseded data were derived.
 PU1193
 PU1193_MARKER: DB = BENCH MARK DISK
 PU1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1193_STAMPING: L 419 1963
 PU1193_MARK LOGO: CGS
 PU1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1193+STABILITY: SURFACE MOTION
 PU1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1193+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2012
 PU1193
 PU1193  HISTORY     - Date     Condition        Report By
 PU1193  HISTORY     - 1963     MONUMENTED       CGS
 PU1193  HISTORY     - 19950513 GOOD             NGS
 PU1193  HISTORY     - 20120423 GOOD             INDIV
 PU1193
 PU1193                          STATION DESCRIPTION
 PU1193
 PU1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1193'2.3 MI W FROM VOLUNTEER.
 PU1193'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1193'VOLUNTEER, AT A JOG IN A FENCE, ON THE OUTSIDE OF A CURVE AND
 PU1193'74.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTH
 PU1193'OF A FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 PU1193'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1193'PROJECTING 0.7 FOOT.
 PU1193
 PU1193                          STATION RECOVERY (1995)
 PU1193
 PU1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1193'32.7 KM (20.30 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1193'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 463.0 M (1519.0 FT)
 PU1193'EAST OF MILEPOST 54, 22.6 M (74.1 FT) SOUTHEAST OF THE HIGHWAY
 PU1193'CENTERLINE, 4.4 M (14.4 FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING
 PU1193'SIGN, 0.9 M (3.0 FT) NORTHWEST OF A FENCE, 0.5 M (1.6 FT) SOUTHWEST OF
 PU1193'A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 PU1193'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 PU1193'(0.3 FT) ABOVE THE GROUND SURFACE.
 PU1193
 PU1193                          STATION RECOVERY (2012)
 PU1193
 PU1193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0616 ***********************************************************************
 OT0616  DESIGNATION -  L 427
 OT0616  PID         -  OT0616
 OT0616  STATE/COUNTY-  SD/FALL RIVER
 OT0616  COUNTRY     -  US
 OT0616  USGS QUAD   -  EDGEMONT (2017)
 OT0616
 OT0616                         *CURRENT SURVEY CONTROL
 OT0616  ______________________________________________________________________
 OT0616* NAD 83(1986) POSITION- 43 17 18.     (N) 103 49 38.     (W)   SCALED
 OT0616* NAVD 88 ORTHO HEIGHT -  1062.832 (meters)     3486.97  (feet) ADJUSTED
 OT0616  ______________________________________________________________________
 OT0616  GEOID HEIGHT    -        -15.096 (meters)                     GEOID18
 OT0616  DYNAMIC HEIGHT  -       1062.394 (meters)     3485.54  (feet) COMP
 OT0616  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 OT0616
 OT0616  VERT ORDER      -  FIRST     CLASS II
 OT0616
 OT0616.The horizontal coordinates were scaled from a map and have
 OT0616.an estimated accuracy of +/- 6 seconds.
 OT0616
 OT0616.The orthometric height was determined by differential leveling and
 OT0616.adjusted by the NATIONAL GEODETIC SURVEY
 OT0616.in June 1991.
 OT0616
 OT0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0616.GEOID18 height accuracy estimate available here.
 OT0616
 OT0616.Click photographs - Photos may exist for this station.
 OT0616
 OT0616.The dynamic height is computed by dividing the NAVD 88
 OT0616.geopotential number by the normal gravity value computed on the
 OT0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0616.degrees latitude (g = 980.6199 gals.).
 OT0616
 OT0616.The modeled gravity was interpolated from observed gravity values.
 OT0616
 OT0616;                    North         East    Units  Estimated Accuracy
 OT0616;SPC SD S     -   112,060.      316,550.      MT  (+/- 180 meters Scaled)
 OT0616
 OT0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH951935(NAD 83)
 OT0616
 OT0616                          SUPERSEDED SURVEY CONTROL
 OT0616
 OT0616.No superseded survey control is available for this station.
 OT0616
 OT0616_MARKER: I = METAL ROD
 OT0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0616_STAMPING: L 427 1985
 OT0616_MARK LOGO: NGS
 OT0616_PROJECTION: FLUSH
 OT0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0616+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 OT0616_ROD/PIPE-DEPTH: 7.9 meters
 OT0616
 OT0616  HISTORY     - Date     Condition        Report By
 OT0616  HISTORY     - 1985     MONUMENTED       NGS
 OT0616  HISTORY     - 20160120 GOOD             INDIV
 OT0616
 OT0616                          STATION DESCRIPTION
 OT0616
 OT0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0616'11.5 KM (7.15 MI) NORTH FROM PROVO.
 OT0616'11.5 KM (7.15 MI) NORTH ALONG STATE HIGHWAY 471 FROM THE POST OFFICE
 OT0616'AT PROVO, ALSO 1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 471 FROM THE
 OT0616'POST OFFICE AT EDGEMONT, 0.16 KM (0.1 MI) NORTH OF THE BURLINGTON
 OT0616'NORTHERN RAILROAD CROSSING, AT A DIRT TURN AROUND, 19.5 METERS (64
 OT0616'FT) EAST OF THE HIGHWAY CENTERLINE, 3.7 METERS (12 FT) SOUTH OF THE
 OT0616'CENTER OF THE SOUTH LOOP OF THE TURN AROUND AND 1.2 METERS (4 FT)
 OT0616'SOUTH OF A POWER POLE.
 OT0616'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0616'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OT0616
 OT0616                          STATION RECOVERY (2016)
 OT0616
 OT0616'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JCC)
 OT0616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0643 ***********************************************************************
 QS0643  DESIGNATION -  L 428
 QS0643  PID         -  QS0643
 QS0643  STATE/COUNTY-  SD/CORSON
 QS0643  COUNTRY     -  US
 QS0643  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0643
 QS0643                         *CURRENT SURVEY CONTROL
 QS0643  ______________________________________________________________________
 QS0643* NAD 83(1986) POSITION- 45 35 34.     (N) 101 24 32.     (W)   SCALED
 QS0643* NAVD 88 ORTHO HEIGHT -   684.133 (meters)     2244.53  (feet) ADJUSTED
 QS0643  ______________________________________________________________________
 QS0643  GEOID HEIGHT    -        -20.395 (meters)                     GEOID18
 QS0643  DYNAMIC HEIGHT  -        684.054 (meters)     2244.27  (feet) COMP
 QS0643  MODELED GRAVITY -    980,478.1   (mgal)                       NAVD 88
 QS0643
 QS0643  VERT ORDER      -  FIRST     CLASS II
 QS0643
 QS0643.The horizontal coordinates were scaled from a map and have
 QS0643.an estimated accuracy of +/- 6 seconds.
 QS0643
 QS0643.The orthometric height was determined by differential leveling and
 QS0643.adjusted by the NATIONAL GEODETIC SURVEY
 QS0643.in June 1991.
 QS0643
 QS0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0643.GEOID18 height accuracy estimate available here.
 QS0643
 QS0643.Click photographs - Photos may exist for this station.
 QS0643
 QS0643.The dynamic height is computed by dividing the NAVD 88
 QS0643.geopotential number by the normal gravity value computed on the
 QS0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0643.degrees latitude (g = 980.6199 gals.).
 QS0643
 QS0643.The modeled gravity was interpolated from observed gravity values.
 QS0643
 QS0643;                    North         East    Units  Estimated Accuracy
 QS0643;SPC SD N     -   196,480.      490,070.      MT  (+/- 180 meters Scaled)
 QS0643
 QS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR121516(NAD 83)
 QS0643
 QS0643                          SUPERSEDED SURVEY CONTROL
 QS0643
 QS0643.No superseded survey control is available for this station.
 QS0643
 QS0643_MARKER: I = METAL ROD
 QS0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0643_STAMPING: L 428 1985
 QS0643_MARK LOGO: NGS
 QS0643_PROJECTION: FLUSH
 QS0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0643_ROD/PIPE-DEPTH: 6.1 meters
 QS0643
 QS0643  HISTORY     - Date     Condition        Report By
 QS0643  HISTORY     - 1985     MONUMENTED       NGS
 QS0643
 QS0643                          STATION DESCRIPTION
 QS0643
 QS0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0643'22.8 KM (14.15 MI) NORTH FROM ISABEL.
 QS0643'22.8 KM (14.15 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0643'ISABEL, AT A DIRT ROAD LEADING SOUTH TO BENCH MARK T 19, 30.5 METERS
 QS0643'(100 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 11.0 METERS (36 FT) WEST
 QS0643'OF THE CENTER OF THE ROAD, 1.3 METERS (4.2 FT) SOUTH-SOUTHWEST OF A
 QS0643'FENCE CORNER AND 0.3 METER (1 FT) WEST-NORTHWEST OF THE RIGHT-OF-WAY
 QS0643'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0643'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0643'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0645 ***********************************************************************
 QS0645  DESIGNATION -  L 428 X
 QS0645  PID         -  QS0645
 QS0645  STATE/COUNTY-  SD/CORSON
 QS0645  COUNTRY     -  US
 QS0645  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0645
 QS0645                         *CURRENT SURVEY CONTROL
 QS0645  ______________________________________________________________________
 QS0645* NAD 83(1986) POSITION- 45 34 43.     (N) 101 25 22.     (W)   SCALED
 QS0645* NAVD 88 ORTHO HEIGHT -   690.919 (meters)     2266.79  (feet) ADJUSTED
 QS0645  ______________________________________________________________________
 QS0645  GEOID HEIGHT    -        -20.379 (meters)                     GEOID18
 QS0645  DYNAMIC HEIGHT  -        690.838 (meters)     2266.52  (feet) COMP
 QS0645  MODELED GRAVITY -    980,475.8   (mgal)                       NAVD 88
 QS0645
 QS0645  VERT ORDER      -  FIRST     CLASS II
 QS0645
 QS0645.The horizontal coordinates were scaled from a map and have
 QS0645.an estimated accuracy of +/- 6 seconds.
 QS0645
 QS0645.The orthometric height was determined by differential leveling and
 QS0645.adjusted by the NATIONAL GEODETIC SURVEY
 QS0645.in June 1991.
 QS0645
 QS0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0645.GEOID18 height accuracy estimate available here.
 QS0645
 QS0645.Click photographs - Photos may exist for this station.
 QS0645
 QS0645.The dynamic height is computed by dividing the NAVD 88
 QS0645.geopotential number by the normal gravity value computed on the
 QS0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0645.degrees latitude (g = 980.6199 gals.).
 QS0645
 QS0645.The modeled gravity was interpolated from observed gravity values.
 QS0645
 QS0645;                    North         East    Units  Estimated Accuracy
 QS0645;SPC SD N     -   194,920.      488,960.      MT  (+/- 180 meters Scaled)
 QS0645
 QS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR109500(NAD 83)
 QS0645
 QS0645                          SUPERSEDED SURVEY CONTROL
 QS0645
 QS0645.No superseded survey control is available for this station.
 QS0645
 QS0645_MARKER: I = METAL ROD
 QS0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0645_STAMPING: L 428 X 1985
 QS0645_MARK LOGO: NGS
 QS0645_PROJECTION: FLUSH
 QS0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0645_ROD/PIPE-DEPTH: 6.1 meters
 QS0645
 QS0645  HISTORY     - Date     Condition        Report By
 QS0645  HISTORY     - 1985     MONUMENTED       NGS
 QS0645
 QS0645                          STATION DESCRIPTION
 QS0645
 QS0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0645'20.8 KM (12.9 MI) NORTH FROM ISABEL.
 QS0645'20.8 KM (12.95 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0645'ISABEL, DIRECTLY ACROSS THE HIGHWAY FROM MILEPOST 206 AND AT THE
 QS0645'SOUTHWEST END OF A LOW CUT BANK, 30.5 METERS (100 FT) NORTHWEST OF THE
 QS0645'HIGHWAY CENTERLINE, 6.1 METERS (20 FT) SOUTHWEST OF A CONCRETE
 QS0645'RIGHT-OF-WAY POST, 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 QS0645'FENCE.  NOTE--DATUM POINT IS STAMPED L 428 1985 AND THE LOGO CAP L 428
 QS0645'X 1985.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGGO
 QS0645'CAP.
 QS0645'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QS0645'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0624 ***********************************************************************
 OT0624  DESIGNATION -  L 429
 OT0624  PID         -  OT0624
 OT0624  STATE/COUNTY-  SD/FALL RIVER
 OT0624  COUNTRY     -  US
 OT0624  USGS QUAD   -  EDGEMONT (2017)
 OT0624
 OT0624                         *CURRENT SURVEY CONTROL
 OT0624  ______________________________________________________________________
 OT0624* NAD 83(1986) POSITION- 43 21 34.     (N) 103 51 45.     (W)   SCALED
 OT0624* NAVD 88 ORTHO HEIGHT -  1094.215 (meters)     3589.94  (feet) ADJUSTED
 OT0624  ______________________________________________________________________
 OT0624  GEOID HEIGHT    -        -14.923 (meters)                     GEOID18
 OT0624  DYNAMIC HEIGHT  -       1093.759 (meters)     3588.44  (feet) COMP
 OT0624  MODELED GRAVITY -    980,165.2   (mgal)                       NAVD 88
 OT0624
 OT0624  VERT ORDER      -  FIRST     CLASS II
 OT0624
 OT0624.The horizontal coordinates were scaled from a map and have
 OT0624.an estimated accuracy of +/- 6 seconds.
 OT0624
 OT0624.The orthometric height was determined by differential leveling and
 OT0624.adjusted by the NATIONAL GEODETIC SURVEY
 OT0624.in June 1991.
 OT0624
 OT0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0624.GEOID18 height accuracy estimate available here.
 OT0624
 OT0624.Click photographs - Photos may exist for this station.
 OT0624
 OT0624.The dynamic height is computed by dividing the NAVD 88
 OT0624.geopotential number by the normal gravity value computed on the
 OT0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0624.degrees latitude (g = 980.6199 gals.).
 OT0624
 OT0624.The modeled gravity was interpolated from observed gravity values.
 OT0624
 OT0624;                    North         East    Units  Estimated Accuracy
 OT0624;SPC SD S     -   120,070.      314,020.      MT  (+/- 180 meters Scaled)
 OT0624
 OT0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ921013(NAD 83)
 OT0624
 OT0624                          SUPERSEDED SURVEY CONTROL
 OT0624
 OT0624.No superseded survey control is available for this station.
 OT0624
 OT0624_MARKER: I = METAL ROD
 OT0624_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0624+WITH SETTING: INFORMATION.
 OT0624_STAMPING: L 429 1985
 OT0624_MARK LOGO: NGS
 OT0624_PROJECTION: FLUSH
 OT0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0624_ROD/PIPE-DEPTH: 1.8 meters
 OT0624
 OT0624  HISTORY     - Date     Condition        Report By
 OT0624  HISTORY     - 1985     MONUMENTED       NGS
 OT0624
 OT0624                          STATION DESCRIPTION
 OT0624
 OT0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0624'7.0 KM (4.35 MI) NORTH FROM EDGEMONT.
 OT0624'7.0 KM (4.35 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0624'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0624'EDGEMONT, AT THE NORTHWEST END OF A RIDGE OF GRAY MUD HILLS, 16.5
 OT0624'METERS (54 FT) NORTHEAST OF THE CENTER OF THE ROAD, 27.0 METERS (88.5
 OT0624'FT) EAST OF A FENCE CORNER POST FOR AN ANGLED OFFSET IN A RIGHT-OF-WAY
 OT0624'FENCE AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  ROD SET
 OT0624'TO 6-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD
 OT0624'THROUGH A 5-INCH LOGO CAP.
 OT0624'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0624'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0655 ***********************************************************************
 OT0655  DESIGNATION -  L 430
 OT0655  PID         -  OT0655
 OT0655  STATE/COUNTY-  SD/CUSTER
 OT0655  COUNTRY     -  US
 OT0655  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0655
 OT0655                         *CURRENT SURVEY CONTROL
 OT0655  ______________________________________________________________________
 OT0655* NAD 83(1986) POSITION- 43 31 03.     (N) 103 19 33.     (W)   SCALED
 OT0655* NAVD 88 ORTHO HEIGHT -  1026.718 (meters)     3368.49  (feet) ADJUSTED
 OT0655  ______________________________________________________________________
 OT0655  GEOID HEIGHT    -        -15.932 (meters)                     GEOID18
 OT0655  DYNAMIC HEIGHT  -       1026.309 (meters)     3367.15  (feet) COMP
 OT0655  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 OT0655
 OT0655  VERT ORDER      -  FIRST     CLASS II
 OT0655
 OT0655.The horizontal coordinates were scaled from a map and have
 OT0655.an estimated accuracy of +/- 6 seconds.
 OT0655
 OT0655.The orthometric height was determined by differential leveling and
 OT0655.adjusted by the NATIONAL GEODETIC SURVEY
 OT0655.in June 1991.
 OT0655
 OT0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0655.GEOID18 height accuracy estimate available here.
 OT0655
 OT0655.Click photographs - Photos may exist for this station.
 OT0655
 OT0655.The dynamic height is computed by dividing the NAVD 88
 OT0655.geopotential number by the normal gravity value computed on the
 OT0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0655.degrees latitude (g = 980.6199 gals.).
 OT0655
 OT0655.The modeled gravity was interpolated from observed gravity values.
 OT0655
 OT0655;                    North         East    Units  Estimated Accuracy
 OT0655;SPC SD S     -   135,910.      358,120.      MT  (+/- 180 meters Scaled)
 OT0655
 OT0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ353196(NAD 83)
 OT0655
 OT0655                          SUPERSEDED SURVEY CONTROL
 OT0655
 OT0655.No superseded survey control is available for this station.
 OT0655
 OT0655_MARKER: I = METAL ROD
 OT0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0655_STAMPING: L 430 1985
 OT0655_MARK LOGO: NGS
 OT0655_PROJECTION: FLUSH
 OT0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0655_ROD/PIPE-DEPTH: 4.8 meters
 OT0655
 OT0655  HISTORY     - Date     Condition        Report By
 OT0655  HISTORY     - 1985     MONUMENTED       NGS
 OT0655
 OT0655                          STATION DESCRIPTION
 OT0655
 OT0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0655'39.7 KM (24.65 MI) SOUTH FROM HERMOSA.
 OT0655'39.75 KM (24.65 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0655'STATE HIGHWAY 40 EAST AT HERMOSA, AT THE SOUTH END OF A LONG RIDGE,
 OT0655'0.65 KM (0.4 MI) NORTH OF THE CROSSING OF BEAVER CREEK, 0.15 KM (0.1
 OT0655'MI) SOUTH OF MILEPOST 36, 32.0 METERS (105 FT) EAST OF THE HIGHWAY
 OT0655'CENTERLINE, 12.8 METERS (42 FT) NORTH OF THE NORTH END OF A WIRE GATE,
 OT0655'1.0 METER (3.5 FT) NORTH OF A FENCE T JUNCTION AND 0.3 METER (1 FT)
 OT0655'WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 OT0655'THROUGH A 5-INCH LOGO CAP.
 OT0655'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0655'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0681 ***********************************************************************
 OT0681  DESIGNATION -  L 431
 OT0681  PID         -  OT0681
 OT0681  STATE/COUNTY-  SD/PENNINGTON
 OT0681  COUNTRY     -  US
 OT0681  USGS QUAD   -  HERMOSA NW (2017)
 OT0681
 OT0681                         *CURRENT SURVEY CONTROL
 OT0681  ______________________________________________________________________
 OT0681* NAD 83(1986) POSITION- 43 56 26.     (N) 103 11 39.     (W)   SCALED
 OT0681* NAVD 88 ORTHO HEIGHT -  1044.773 (meters)     3427.73  (feet) ADJUSTED
 OT0681  ______________________________________________________________________
 OT0681  GEOID HEIGHT    -        -16.033 (meters)                     GEOID18
 OT0681  DYNAMIC HEIGHT  -       1044.391 (meters)     3426.47  (feet) COMP
 OT0681  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 OT0681
 OT0681  VERT ORDER      -  FIRST     CLASS II
 OT0681
 OT0681.The horizontal coordinates were scaled from a map and have
 OT0681.an estimated accuracy of +/- 6 seconds.
 OT0681
 OT0681.The orthometric height was determined by differential leveling and
 OT0681.adjusted by the NATIONAL GEODETIC SURVEY
 OT0681.in June 1991.
 OT0681
 OT0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0681.GEOID18 height accuracy estimate available here.
 OT0681
 OT0681.Click photographs - Photos may exist for this station.
 OT0681
 OT0681.The dynamic height is computed by dividing the NAVD 88
 OT0681.geopotential number by the normal gravity value computed on the
 OT0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0681.degrees latitude (g = 980.6199 gals.).
 OT0681
 OT0681.The modeled gravity was interpolated from observed gravity values.
 OT0681
 OT0681;                    North         East    Units  Estimated Accuracy
 OT0681;SPC SD S     -   182,510.      370,380.      MT  (+/- 180 meters Scaled)
 OT0681
 OT0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ449668(NAD 83)
 OT0681
 OT0681                          SUPERSEDED SURVEY CONTROL
 OT0681
 OT0681.No superseded survey control is available for this station.
 OT0681
 OT0681_MARKER: I = METAL ROD
 OT0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0681_STAMPING: L 431 1985
 OT0681_MARK LOGO: NGS
 OT0681_PROJECTION: FLUSH
 OT0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0681+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 OT0681_ROD/PIPE-DEPTH: 7.3 meters
 OT0681
 OT0681  HISTORY     - Date     Condition        Report By
 OT0681  HISTORY     - 1985     MONUMENTED       NGS
 OT0681  HISTORY     - 20120313 GOOD             INDIV
 OT0681
 OT0681                          STATION DESCRIPTION
 OT0681
 OT0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0681'11.3 KM (7.0 MI) NORTH FROM HERMOSA.
 OT0681'11.35 KM (7.1 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0681'STATE HIGHWAY 40 EAST, 1.25 KM (0.8 MI) SOUTH OF THE CROSSING OF
 OT0681'SPRING CREEK, AT THE NORTHEAST END OF A LONG FILL, 0.75 KM (0.45 MI)
 OT0681'SOUTH OF MILEPOST 68, 29.7 METERS (97.5 FT) NORTHWEST OF THE HIGHWAY
 OT0681'CENTERLINE, 71.9 METERS (236 FT) NORTHEAST OF THE NORTHWEST END OF A
 OT0681'36-INCH CONCRETE PIPE CULVERT, 60.6 METERS (199 FT) SOUTHWEST OF THE
 OT0681'SOUTHWEST END OF A WOODEN BRACE IN THE RIGHT-OF-WAY FENCE AND
 OT0681'0.3 METER (1 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0681'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0681'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0681'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 OT0681
 OT0681                          STATION RECOVERY (2012)
 OT0681
 OT0681'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0901 ***********************************************************************
 PT0901  DESIGNATION -  L 432
 PT0901  PID         -  PT0901
 PT0901  STATE/COUNTY-  SD/HAAKON
 PT0901  COUNTRY     -  US
 PT0901  USGS QUAD   -  MIDLAND (2017)
 PT0901
 PT0901                         *CURRENT SURVEY CONTROL
 PT0901  ______________________________________________________________________
 PT0901* NAD 83(1986) POSITION- 44 04 09.     (N) 101 09 44.     (W)   SCALED
 PT0901* NAVD 88 ORTHO HEIGHT -   575.974 (meters)     1889.67  (feet) ADJUSTED
 PT0901  ______________________________________________________________________
 PT0901  GEOID HEIGHT    -        -22.841 (meters)                     GEOID18
 PT0901  DYNAMIC HEIGHT  -        575.810 (meters)     1889.14  (feet) COMP
 PT0901  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 PT0901
 PT0901  VERT ORDER      -  FIRST     CLASS II
 PT0901
 PT0901.The horizontal coordinates were scaled from a map and have
 PT0901.an estimated accuracy of +/- 6 seconds.
 PT0901
 PT0901.The orthometric height was determined by differential leveling and
 PT0901.adjusted by the NATIONAL GEODETIC SURVEY
 PT0901.in June 1991.
 PT0901
 PT0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0901.GEOID18 height accuracy estimate available here.
 PT0901
 PT0901.Click photographs - Photos may exist for this station.
 PT0901
 PT0901.The dynamic height is computed by dividing the NAVD 88
 PT0901.geopotential number by the normal gravity value computed on the
 PT0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0901.degrees latitude (g = 980.6199 gals.).
 PT0901
 PT0901.The modeled gravity was interpolated from observed gravity values.
 PT0901
 PT0901;                    North         East    Units  Estimated Accuracy
 PT0901;SPC SD S     -   193,170.      533,600.      MT  (+/- 180 meters Scaled)
 PT0901
 PT0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP268818(NAD 83)
 PT0901
 PT0901                          SUPERSEDED SURVEY CONTROL
 PT0901
 PT0901.No superseded survey control is available for this station.
 PT0901
 PT0901_MARKER: DV = VERTICAL CONTROL DISK
 PT0901_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PT0901_SP_SET: GRAIN ELEVATOR
 PT0901_STAMPING: L 432 1985
 PT0901_MARK LOGO: NGS
 PT0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0901+STABILITY: POSITION/ELEVATION WELL
 PT0901
 PT0901  HISTORY     - Date     Condition        Report By
 PT0901  HISTORY     - 1985     MONUMENTED       NGS
 PT0901  HISTORY     - 20120605 MARK NOT FOUND   INDIV
 PT0901
 PT0901                          STATION DESCRIPTION
 PT0901
 PT0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0901'IN MIDLAND.
 PT0901'IN MIDLAND, VERTICALLY IN THE EAST FACE OF THE SOUTH CONCRETE DOOR
 PT0901'FRAME FOR THE METAL DOOR FOR THE 5-STORY CONCRETE GRAIN ELEVATOR OF
 PT0901'THE MIDLAND GRAIN AND LUMBER COMPANY, 67.0 METERS (220 FT) WEST OF THE
 PT0901'HIGHWAY CENTERLINE, 16.5 METERS (54 FT) NORTH OF THE NORTH RAIL OF A
 PT0901'SPUR TRACK AND 1.8 METERS 6 FT) SOUTH OF THE CENTER OF THE DOOR.
 PT0901'THE MARK IS 1.3 M ABOVE THE GROUND.
 PT0901
 PT0901                          STATION RECOVERY (2012)
 PT0901
 PT0901'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0901'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0944 ***********************************************************************
 PT0944  DESIGNATION -  L 433
 PT0944  PID         -  PT0944
 PT0944  STATE/COUNTY-  SD/HAAKON
 PT0944  COUNTRY     -  US
 PT0944  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0944
 PT0944                         *CURRENT SURVEY CONTROL
 PT0944  ______________________________________________________________________
 PT0944* NAD 83(1986) POSITION- 44 41 01.     (N) 101 10 34.     (W)   SCALED
 PT0944* NAVD 88 ORTHO HEIGHT -   577.382 (meters)     1894.29  (feet) ADJUSTED
 PT0944  ______________________________________________________________________
 PT0944  GEOID HEIGHT    -        -21.900 (meters)                     GEOID18
 PT0944  DYNAMIC HEIGHT  -        577.265 (meters)     1893.91  (feet) COMP
 PT0944  MODELED GRAVITY -    980,396.5   (mgal)                       NAVD 88
 PT0944
 PT0944  VERT ORDER      -  FIRST     CLASS II
 PT0944
 PT0944.The horizontal coordinates were scaled from a map and have
 PT0944.an estimated accuracy of +/- 6 seconds.
 PT0944
 PT0944.The orthometric height was determined by differential leveling and
 PT0944.adjusted by the NATIONAL GEODETIC SURVEY
 PT0944.in June 1991.
 PT0944
 PT0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0944.GEOID18 height accuracy estimate available here.
 PT0944
 PT0944.Click photographs - Photos may exist for this station.
 PT0944
 PT0944.The dynamic height is computed by dividing the NAVD 88
 PT0944.geopotential number by the normal gravity value computed on the
 PT0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0944.degrees latitude (g = 980.6199 gals.).
 PT0944
 PT0944.The modeled gravity was interpolated from observed gravity values.
 PT0944
 PT0944;                    North         East    Units  Estimated Accuracy
 PT0944;SPC SD S     -   261,460.      533,180.      MT  (+/- 180 meters Scaled)
 PT0944
 PT0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ275501(NAD 83)
 PT0944
 PT0944                          SUPERSEDED SURVEY CONTROL
 PT0944
 PT0944.No superseded survey control is available for this station.
 PT0944
 PT0944_MARKER: I = METAL ROD
 PT0944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0944+WITH SETTING: INFORMATION.
 PT0944_STAMPING: L 433 1985
 PT0944_MARK LOGO: NGS
 PT0944_PROJECTION: FLUSH
 PT0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0944+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 PT0944_ROD/PIPE-DEPTH: 2.4 meters
 PT0944
 PT0944  HISTORY     - Date     Condition        Report By
 PT0944  HISTORY     - 1985     MONUMENTED       NGS
 PT0944  HISTORY     - 20110407 GOOD             INDIV
 PT0944
 PT0944                          STATION DESCRIPTION
 PT0944
 PT0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0944'44.2 KM (27.45 MI) SOUTH FROM EAGLE BUTTE.
 PT0944'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0944'STREET AT EAGLE BUTTE, THENCE 40.70 KM (25.30 MI) SOUTH ALONG STATE
 PT0944'HIGHWAY 63, IN TOP OF THE EAST END OF A SHORT LOW RIDGE, AT THE EAST
 PT0944'END OF A LONG FILL, 1.71 KM (1.06 MI) WEST OF THE HAAKON-STANLEY
 PT0944'COUNTY LINE, 22.9 METERS (75 FT) NORTH OF THE HIGHWAY CENTERLINE, 45.4
 PT0944'METERS (149 FT) WEST-NORTHWEST OF MILEPOST 142, 44.2 METERS (145 FT)
 PT0944'EAST-NORTHEAST OF THE NORTH END OF A CONCRETE CATTLE UNDERPASS AND 0.3
 PT0944'METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ROD SET TO
 PT0944'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PT0944'LOGO CAP.
 PT0944'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PT0944'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 PT0944
 PT0944                          STATION RECOVERY (2011)
 PT0944
 PT0944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0966 ***********************************************************************
 PT0966  DESIGNATION -  L 434
 PT0966  PID         -  PT0966
 PT0966  STATE/COUNTY-  SD/ZIEBACH
 PT0966  COUNTRY     -  US
 PT0966  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0966
 PT0966                         *CURRENT SURVEY CONTROL
 PT0966  ______________________________________________________________________
 PT0966* NAD 83(1986) POSITION- 44 57 01.     (N) 101 16 40.     (W)   SCALED
 PT0966* NAVD 88 ORTHO HEIGHT -   738.331 (meters)     2422.34  (feet) ADJUSTED
 PT0966  ______________________________________________________________________
 PT0966  GEOID HEIGHT    -        -21.213 (meters)                     GEOID18
 PT0966  DYNAMIC HEIGHT  -        738.191 (meters)     2421.88  (feet) COMP
 PT0966  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 PT0966
 PT0966  VERT ORDER      -  FIRST     CLASS II
 PT0966
 PT0966.The horizontal coordinates were scaled from a map and have
 PT0966.an estimated accuracy of +/- 6 seconds.
 PT0966
 PT0966.The orthometric height was determined by differential leveling and
 PT0966.adjusted by the NATIONAL GEODETIC SURVEY
 PT0966.in June 1991.
 PT0966
 PT0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0966.GEOID18 height accuracy estimate available here.
 PT0966
 PT0966.Click photographs - Photos may exist for this station.
 PT0966
 PT0966.The dynamic height is computed by dividing the NAVD 88
 PT0966.geopotential number by the normal gravity value computed on the
 PT0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0966.degrees latitude (g = 980.6199 gals.).
 PT0966
 PT0966.The modeled gravity was interpolated from observed gravity values.
 PT0966
 PT0966;                    North         East    Units  Estimated Accuracy
 PT0966;SPC SD N     -   124,910.      499,170.      MT  (+/- 180 meters Scaled)
 PT0966
 PT0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ203799(NAD 83)
 PT0966
 PT0966                          SUPERSEDED SURVEY CONTROL
 PT0966
 PT0966.No superseded survey control is available for this station.
 PT0966
 PT0966_MARKER: I = METAL ROD
 PT0966_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0966_STAMPING: L 434 1985
 PT0966_MARK LOGO: NGS
 PT0966_PROJECTION: FLUSH
 PT0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0966_ROD/PIPE-DEPTH: 6.1 meters
 PT0966
 PT0966  HISTORY     - Date     Condition        Report By
 PT0966  HISTORY     - 1985     MONUMENTED       NGS
 PT0966
 PT0966                          STATION DESCRIPTION
 PT0966
 PT0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0966'10.0 KM (6.2 MI) SOUTH FROM EAGLE BUTTE.
 PT0966'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0966'STREET AT EAGLE BUTTE, THENCE 6.46 KM (4.02 MI) SOUTH ALONG STATE
 PT0966'HIGHWAY 63, IN THE NORTHEAST CORNER OF THE JUNCTION OF A GRAVEL ROAD,
 PT0966'0.40 KM (0.25 MI) SOUTH OF MILEPOST 164, 59.7 METERS (196 FT) EAST OF
 PT0966'THE HIGHWAY CENTERLINE, 33.5 METERS (110 FT) NORTH OF THE CENTER OF
 PT0966'THE ROAD, 11.9 METERS (39 FT) NORTH-NORTHEAST OF A BURIED WATER PIPE
 PT0966'ACCESS COVER, 7.3 METERS (24 FT) NORTHEAST OF THE NORTH END OF A
 PT0966'12-INCH PIPE CULVERT UNDER THE ROAD, 3.0 METERS (10 FT) NORTHEAST OF
 PT0966'THE POWER POLE AT THE EAST SIDE OF A POWER LINE CROSSING AND 0.3 METER
 PT0966'(1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 PT0966'IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0966'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0966'THE MARK IS 0.6 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0695 ***********************************************************************
 OT0695  DESIGNATION -  L 435
 OT0695  PID         -  OT0695
 OT0695  STATE/COUNTY-  SD/PENNINGTON
 OT0695  COUNTRY     -  US
 OT0695  USGS QUAD   -  CAPUTA NE (2017)
 OT0695
 OT0695                         *CURRENT SURVEY CONTROL
 OT0695  ______________________________________________________________________
 OT0695* NAD 83(1986) POSITION- 43 55 50.     (N) 102 45 11.     (W)   SCALED
 OT0695* NAVD 88 ORTHO HEIGHT -   830.377 (meters)     2724.33  (feet) ADJUSTED
 OT0695  ______________________________________________________________________
 OT0695  GEOID HEIGHT    -        -17.637 (meters)                     GEOID18
 OT0695  DYNAMIC HEIGHT  -        830.117 (meters)     2723.48  (feet) COMP
 OT0695  MODELED GRAVITY -    980,278.4   (mgal)                       NAVD 88
 OT0695
 OT0695  VERT ORDER      -  FIRST     CLASS II
 OT0695
 OT0695.The horizontal coordinates were scaled from a map and have
 OT0695.an estimated accuracy of +/- 6 seconds.
 OT0695
 OT0695.The orthometric height was determined by differential leveling and
 OT0695.adjusted by the NATIONAL GEODETIC SURVEY
 OT0695.in June 1991.
 OT0695
 OT0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0695.GEOID18 height accuracy estimate available here.
 OT0695
 OT0695.Click photographs - Photos may exist for this station.
 OT0695
 OT0695.The dynamic height is computed by dividing the NAVD 88
 OT0695.geopotential number by the normal gravity value computed on the
 OT0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0695.degrees latitude (g = 980.6199 gals.).
 OT0695
 OT0695.The modeled gravity was interpolated from observed gravity values.
 OT0695
 OT0695;                    North         East    Units  Estimated Accuracy
 OT0695;SPC SD S     -   180,270.      405,740.      MT  (+/- 180 meters Scaled)
 OT0695
 OT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ803666(NAD 83)
 OT0695
 OT0695                          SUPERSEDED SURVEY CONTROL
 OT0695
 OT0695.No superseded survey control is available for this station.
 OT0695
 OT0695_MARKER: I = METAL ROD
 OT0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0695_STAMPING: L 435 1985
 OT0695_MARK LOGO: NGS
 OT0695_PROJECTION: FLUSH
 OT0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0695+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 OT0695_ROD/PIPE-DEPTH: 7.9 meters
 OT0695
 OT0695  HISTORY     - Date     Condition        Report By
 OT0695  HISTORY     - 1985     MONUMENTED       NGS
 OT0695  HISTORY     - 20120410 GOOD             INDIV
 OT0695
 OT0695                          STATION DESCRIPTION
 OT0695
 OT0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0695'41.5 KM (25.8 MI) SE FROM RAPID CITY.
 OT0695'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0695'RAPID CITY, THENCE 41.25 KM (25.8 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0695'44, 0.3 KM (0.2 MI) SOUTHEAST OF THE T JUNCTION OF A RANCH ROAD
 OT0695'LEADING NORTHEAST, 30.2 METERS (99 FT) SOUTHWEST OF THE HIGHWAY
 OT0695'CENTERLINE, 39.8 METERS (130.5 FT) WEST OF MILEPOST 72, 25.0 METERS
 OT0695'(82 FT) SOUTHEAST OF THE SOUTHEAST END OF A WOODEN RIGHT-OF-WAY FENCE
 OT0695'BRACE AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 OT0695'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0695'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0695'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0695
 OT0695                          STATION RECOVERY (2012)
 OT0695
 OT0695'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0629 ***********************************************************************
 OS0629  DESIGNATION -  L 436
 OS0629  PID         -  OS0629
 OS0629  STATE/COUNTY-  SD/JACKSON
 OS0629  COUNTRY     -  US
 OS0629  USGS QUAD   -  BELVIDERE SW (2017)
 OS0629
 OS0629                         *CURRENT SURVEY CONTROL
 OS0629  ______________________________________________________________________
 OS0629* NAD 83(1986) POSITION- 43 51 01.     (N) 101 27 45.     (W)   SCALED
 OS0629* NAVD 88 ORTHO HEIGHT -   736.524 (meters)     2416.41  (feet) ADJUSTED
 OS0629  ______________________________________________________________________
 OS0629  GEOID HEIGHT    -        -21.805 (meters)                     GEOID18
 OS0629  DYNAMIC HEIGHT  -        736.285 (meters)     2415.63  (feet) COMP
 OS0629  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 OS0629
 OS0629  VERT ORDER      -  FIRST     CLASS II
 OS0629
 OS0629.The horizontal coordinates were scaled from a map and have
 OS0629.an estimated accuracy of +/- 6 seconds.
 OS0629
 OS0629.The orthometric height was determined by differential leveling and
 OS0629.adjusted by the NATIONAL GEODETIC SURVEY
 OS0629.in June 1991.
 OS0629
 OS0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0629.GEOID18 height accuracy estimate available here.
 OS0629
 OS0629.Click photographs - Photos may exist for this station.
 OS0629
 OS0629.The dynamic height is computed by dividing the NAVD 88
 OS0629.geopotential number by the normal gravity value computed on the
 OS0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0629.degrees latitude (g = 980.6199 gals.).
 OS0629
 OS0629.The modeled gravity was interpolated from observed gravity values.
 OS0629
 OS0629;                    North         East    Units  Estimated Accuracy
 OS0629;SPC SD S     -   169,140.      509,220.      MT  (+/- 180 meters Scaled)
 OS0629
 OS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP020581(NAD 83)
 OS0629
 OS0629                          SUPERSEDED SURVEY CONTROL
 OS0629
 OS0629.No superseded survey control is available for this station.
 OS0629
 OS0629_MARKER: I = METAL ROD
 OS0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0629_STAMPING: L 436 1985
 OS0629_MARK LOGO: NGS
 OS0629_PROJECTION: FLUSH
 OS0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0629+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0629_ROD/PIPE-DEPTH: 8.5 meters
 OS0629
 OS0629  HISTORY     - Date     Condition        Report By
 OS0629  HISTORY     - 1985     MONUMENTED       NGS
 OS0629  HISTORY     - 19910629 GOOD             NGS
 OS0629  HISTORY     - 20130116 GOOD             INDIV
 OS0629
 OS0629                          STATION DESCRIPTION
 OS0629
 OS0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0629'5.7 KM (3.55 MI) EAST FROM KADOKA.
 OS0629'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 OS0629'0.55 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION
 OS0629'OF I-90 AT KADOKA, THENCE 5.15 KM (3.2 MI) EAST ALONG OLD US HIGHWAY
 OS0629'16, 0.15 KM (0.1 MI) NORTH ACROSS THE HIGHWAY FROM THE WEST END OF TWO
 OS0629'SMALL BUTTES, 29.9 METERS (98 FT) NORTH OF THE HIGHWAY CENTERLINE,
 OS0629'66.0 METERS (216 FT) SOUTH OF THE EAST BOUND I-90 CENTERLINE,
 OS0629'32.6 METERS (107 FT) WEST OF THE NORTH POLE FOR A POWER LINE CROSSING
 OS0629'THE HIGHWAY AND 0.3 METER (1 FT) SOUTH OF A FENCE T JUNCTION.
 OS0629'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0629'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0629
 OS0629                          STATION RECOVERY (1991)
 OS0629
 OS0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0629'5.2 KM (3.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0629'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.7 KM (0.45
 OS0629'MI) EAST OF MILEPOST 153, 66.3 M (217.5 FT) SOUTH OF THE CENTERLINE
 OS0629'OF THE EASTBOUND LANES OF THE HIGHWAY, 32.8 M (107.6 FT) WEST OF A
 OS0629'UTILITY POLE WITH 2 GUY CABLES, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 OS0629'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF THE CENTER OF A BRACED T-FENCE
 OS0629'CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 OS0629'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0629
 OS0629                          STATION RECOVERY (2013)
 OS0629
 OS0629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0603 ***********************************************************************
 QS0603  DESIGNATION -  L 438
 QS0603  PID         -  QS0603
 QS0603  STATE/COUNTY-  SD/ZIEBACH
 QS0603  COUNTRY     -  US
 QS0603  USGS QUAD   -  DUPREE NE (2017)
 QS0603
 QS0603                         *CURRENT SURVEY CONTROL
 QS0603  ______________________________________________________________________
 QS0603* NAD 83(1986) POSITION- 45 12 10.     (N) 101 31 33.     (W)   SCALED
 QS0603* NAVD 88 ORTHO HEIGHT -   632.707 (meters)     2075.81  (feet) ADJUSTED
 QS0603  ______________________________________________________________________
 QS0603  GEOID HEIGHT    -        -20.624 (meters)                     GEOID18
 QS0603  DYNAMIC HEIGHT  -        632.592 (meters)     2075.43  (feet) COMP
 QS0603  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 QS0603
 QS0603  VERT ORDER      -  FIRST     CLASS II
 QS0603
 QS0603.The horizontal coordinates were scaled from a map and have
 QS0603.an estimated accuracy of +/- 6 seconds.
 QS0603
 QS0603.The orthometric height was determined by differential leveling and
 QS0603.adjusted by the NATIONAL GEODETIC SURVEY
 QS0603.in June 1991.
 QS0603
 QS0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0603.GEOID18 height accuracy estimate available here.
 QS0603
 QS0603.Click photographs - Photos may exist for this station.
 QS0603
 QS0603.The dynamic height is computed by dividing the NAVD 88
 QS0603.geopotential number by the normal gravity value computed on the
 QS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0603.degrees latitude (g = 980.6199 gals.).
 QS0603
 QS0603.The modeled gravity was interpolated from observed gravity values.
 QS0603
 QS0603;                    North         East    Units  Estimated Accuracy
 QS0603;SPC SD N     -   153,310.      480,130.      MT  (+/- 180 meters Scaled)
 QS0603
 QS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR016085(NAD 83)
 QS0603
 QS0603                          SUPERSEDED SURVEY CONTROL
 QS0603
 QS0603.No superseded survey control is available for this station.
 QS0603
 QS0603_MARKER: I = METAL ROD
 QS0603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0603_STAMPING: L 438 1985
 QS0603_MARK LOGO: NGS
 QS0603_PROJECTION: FLUSH
 QS0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0603+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 QS0603_ROD/PIPE-DEPTH: 12.5 meters
 QS0603
 QS0603  HISTORY     - Date     Condition        Report By
 QS0603  HISTORY     - 1985     MONUMENTED       NGS
 QS0603  HISTORY     - 20120730 GOOD             INDIV
 QS0603
 QS0603                          STATION DESCRIPTION
 QS0603
 QS0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0603'22.1 KM (13.75 MI) NORTH FROM DUPREE.
 QS0603'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0603'STREET AT DUPREE, THENCE 19.22 KM (11.95 MI) NORTH ALONG STATE HIGHWAY
 QS0603'65, IN TOP OF A FAIRLY LEVEL OLD RIVER BENCH, 1.43 KM (0.89 MI) WEST
 QS0603'OF THE WEST END OF THE BRIDGE OVER THE MOREAU RIVER, 0.20 KM (0.12 MI)
 QS0603'WEST OF MILEPOST 176, 30.5 METERS (100 FT) SOUTH OF THE HIGHWAY
 QS0603'CENTERLINE, 15.2 METERS (50 FT) SOUTH OF THE WEST END OF A 18-INCH
 QS0603'PIPE CULVERT UNDER A FIELD ACCESS ROAD, 4.1 METERS (13.5 FT) WEST OF
 QS0603'THE WEST END OF A GATE IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT)
 QS0603'NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 QS0603'THROUGH A 5-INCH LOGO CAP.
 QS0603'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0603'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0603
 QS0603                          STATION RECOVERY (2012)
 QS0603
 QS0603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0046 ***********************************************************************
 OR0046  DESIGNATION -  L 44
 OR0046  PID         -  OR0046
 OR0046  STATE/COUNTY-  SD/SANBORN
 OR0046  COUNTRY     -  US
 OR0046  USGS QUAD   -  LETCHER (2017)
 OR0046
 OR0046                         *CURRENT SURVEY CONTROL
 OR0046  ______________________________________________________________________
 OR0046* NAD 83(1986) POSITION- 43 55 29.     (N) 098 10 28.     (W)   SCALED
 OR0046* NAVD 88 ORTHO HEIGHT -   397.678 (meters)     1304.72  (feet) ADJUSTED
 OR0046  ______________________________________________________________________
 OR0046  GEOID HEIGHT    -        -25.765 (meters)                     GEOID18
 OR0046  DYNAMIC HEIGHT  -        397.590 (meters)     1304.43  (feet) COMP
 OR0046  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 OR0046
 OR0046  VERT ORDER      -  FIRST     CLASS II
 OR0046
 OR0046.The horizontal coordinates were scaled from a map and have
 OR0046.an estimated accuracy of +/- 6 seconds.
 OR0046
 OR0046.The orthometric height was determined by differential leveling and
 OR0046.adjusted by the NATIONAL GEODETIC SURVEY
 OR0046.in June 1991.
 OR0046
 OR0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0046.GEOID18 height accuracy estimate available here.
 OR0046
 OR0046.Click photographs - Photos may exist for this station.
 OR0046
 OR0046.The dynamic height is computed by dividing the NAVD 88
 OR0046.geopotential number by the normal gravity value computed on the
 OR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0046.degrees latitude (g = 980.6199 gals.).
 OR0046
 OR0046.The modeled gravity was interpolated from observed gravity values.
 OR0046
 OR0046;                    North         East    Units  Estimated Accuracy
 OR0046;SPC SD S     -   179,040.      773,340.      MT  (+/- 180 meters Scaled)
 OR0046
 OR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP662638(NAD 83)
 OR0046
 OR0046                          SUPERSEDED SURVEY CONTROL
 OR0046
 OR0046  NGVD 29 (??/??/92)  397.382  (m)         1303.74   (f) ADJ UNCH    1 2
 OR0046
 OR0046.Superseded values are not recommended for survey control.
 OR0046
 OR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0046.See file dsdata.pdf to determine how the superseded data were derived.
 OR0046
 OR0046_MARKER: DB = BENCH MARK DISK
 OR0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0046_STAMPING: L 44 1934
 OR0046_MARK LOGO: CGS
 OR0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0046+STABILITY: SURFACE MOTION
 OR0046
 OR0046  HISTORY     - Date     Condition        Report By
 OR0046  HISTORY     - 1934     MONUMENTED       CGS
 OR0046  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 OR0046
 OR0046                          STATION DESCRIPTION
 OR0046
 OR0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0046'2.6 MI NW FROM LETCHER.
 OR0046'2.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0046'AND PACIFIC RAILROAD FROM THE POST OFFICE AT LETCHER, SANBORN
 OR0046'COUNTY, ABOUT 12 POLES SOUTH OF MILEPOST 18, AT A ROAD CROSSING,
 OR0046'60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF
 OR0046'THE CENTER LINE OF THE TRACK, AND 4 FEET NORTH OF A POLE.  A
 OR0046'STANDARD DISK, STAMPED L 44 1934 AND SET IN THE TOP OF A CONCRETE
 OR0046'POST.
 OR0046
 OR0046                          STATION RECOVERY (2012)
 OR0046
 OR0046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0956 ***********************************************************************
 OQ0956  DESIGNATION -  L 447
 OQ0956  PID         -  OQ0956
 OQ0956  STATE/COUNTY-  SD/LINCOLN
 OQ0956  COUNTRY     -  US
 OQ0956  USGS QUAD   -  BERESFORD (2017)
 OQ0956
 OQ0956                         *CURRENT SURVEY CONTROL
 OQ0956  ______________________________________________________________________
 OQ0956* NAD 83(1986) POSITION- 43 05 37.     (N) 096 47 44.     (W)   SCALED
 OQ0956* NAVD 88 ORTHO HEIGHT -   427.272 (meters)     1401.81  (feet) ADJUSTED
 OQ0956  ______________________________________________________________________
 OQ0956  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 OQ0956  DYNAMIC HEIGHT  -        427.146 (meters)     1401.39  (feet) COMP
 OQ0956  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 OQ0956
 OQ0956  VERT ORDER      -  FIRST     CLASS II
 OQ0956
 OQ0956.The horizontal coordinates were scaled from a map and have
 OQ0956.an estimated accuracy of +/- 6 seconds.
 OQ0956
 OQ0956.The orthometric height was determined by differential leveling and
 OQ0956.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0956.in June 1991.
 OQ0956
 OQ0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0956.GEOID18 height accuracy estimate available here.
 OQ0956
 OQ0956.Click photographs - Photos may exist for this station.
 OQ0956
 OQ0956.The dynamic height is computed by dividing the NAVD 88
 OQ0956.geopotential number by the normal gravity value computed on the
 OQ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0956.degrees latitude (g = 980.6199 gals.).
 OQ0956
 OQ0956.The modeled gravity was interpolated from observed gravity values.
 OQ0956
 OQ0956;                    North         East    Units  Estimated Accuracy
 OQ0956;SPC SD S     -    90,590.      887,930.      MT  (+/- 180 meters Scaled)
 OQ0956
 OQ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN794735(NAD 83)
 OQ0956
 OQ0956                          SUPERSEDED SURVEY CONTROL
 OQ0956
 OQ0956.No superseded survey control is available for this station.
 OQ0956
 OQ0956_MARKER: I = METAL ROD
 OQ0956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0956_STAMPING: L 447 1990
 OQ0956_MARK LOGO: NGS
 OQ0956_PROJECTION: PROJECTING 28 CENTIMETERS
 OQ0956_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0956+STABILITY: POSITION/ELEVATION WELL
 OQ0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0956+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0956_ROD/PIPE-DEPTH: 17.7 meters
 OQ0956_SLEEVE-DEPTH  : 12.2 meters
 OQ0956
 OQ0956  HISTORY     - Date     Condition        Report By
 OQ0956  HISTORY     - 1990     MONUMENTED       NGS
 OQ0956  HISTORY     - 20120101 POOR             INDIV
 OQ0956
 OQ0956                          STATION DESCRIPTION
 OQ0956
 OQ0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0956'1.1 KM (0.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0956'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 36.5 M (119.8 FT) EAST
 OQ0956'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 25.2 M
 OQ0956'(82.7 FT) EAST OF MILEPOST 48, 24.3 M (79.7 FT) SOUTH-SOUTHEAST OF
 OQ0956'THE MOST EASTERLY 1 OF 2 LEG OF A HIGHWAY INFORMATION SIGN, 8.8 M
 OQ0956'(28.9 FT) SOUTH OF A UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 OQ0956'THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.
 OQ0956'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0956
 OQ0956                          STATION RECOVERY (2012)
 OQ0956
 OQ0956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0956'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1008 ***********************************************************************
 OQ1008  DESIGNATION -  L 448
 OQ1008  PID         -  OQ1008
 OQ1008  STATE/COUNTY-  SD/MINNEHAHA
 OQ1008  COUNTRY     -  US
 OQ1008  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1008
 OQ1008                         *CURRENT SURVEY CONTROL
 OQ1008  ______________________________________________________________________
 OQ1008* NAD 83(1986) POSITION- 43 36 27.     (N) 096 46 13.     (W)   SCALED
 OQ1008* NAVD 88 ORTHO HEIGHT -   451.268 (meters)     1480.54  (feet) ADJUSTED
 OQ1008  ______________________________________________________________________
 OQ1008  GEOID HEIGHT    -        -26.281 (meters)                     GEOID18
 OQ1008  DYNAMIC HEIGHT  -        451.152 (meters)     1480.15  (feet) COMP
 OQ1008  MODELED GRAVITY -    980,347.3   (mgal)                       NAVD 88
 OQ1008
 OQ1008  VERT ORDER      -  FIRST     CLASS II
 OQ1008
 OQ1008.The horizontal coordinates were scaled from a map and have
 OQ1008.an estimated accuracy of +/- 6 seconds.
 OQ1008
 OQ1008.The orthometric height was determined by differential leveling and
 OQ1008.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1008.in June 1991.
 OQ1008
 OQ1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1008.GEOID18 height accuracy estimate available here.
 OQ1008
 OQ1008.Click photographs - Photos may exist for this station.
 OQ1008
 OQ1008.The dynamic height is computed by dividing the NAVD 88
 OQ1008.geopotential number by the normal gravity value computed on the
 OQ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1008.degrees latitude (g = 980.6199 gals.).
 OQ1008
 OQ1008.The modeled gravity was interpolated from observed gravity values.
 OQ1008
 OQ1008;                    North         East    Units  Estimated Accuracy
 OQ1008;SPC SD S     -   147,720.      887,540.      MT  (+/- 180 meters Scaled)
 OQ1008
 OQ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP799306(NAD 83)
 OQ1008
 OQ1008                          SUPERSEDED SURVEY CONTROL
 OQ1008
 OQ1008.No superseded survey control is available for this station.
 OQ1008
 OQ1008_MARKER: I = METAL ROD
 OQ1008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1008_STAMPING: L 448 1990
 OQ1008_MARK LOGO: NGS
 OQ1008_PROJECTION: PROJECTING 22 CENTIMETERS
 OQ1008_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1008+STABILITY: POSITION/ELEVATION WELL
 OQ1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ1008+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1990
 OQ1008_ROD/PIPE-DEPTH: 16.5 meters
 OQ1008_SLEEVE-DEPTH  : 12.2 meters
 OQ1008
 OQ1008  HISTORY     - Date     Condition        Report By
 OQ1008  HISTORY     - 1990     MONUMENTED       NGS
 OQ1008  HISTORY     - 19900521 GOOD             NGS
 OQ1008  HISTORY     - 19910619 GOOD             NGS
 OQ1008  HISTORY     - 20110328 POOR             INDIV
 OQ1008
 OQ1008                          STATION DESCRIPTION
 OQ1008
 OQ1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1008'7.3 KM (4.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1008'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 1.4 KM (0.9 MI)
 OQ1008'NORTH OF MILEPOST 83, 0.6 KM (0.4 MI) SOUTH OF THE INTERSECTION OF
 OQ1008'INTERSTATE HIGHWAY 90, 46.5 M (152.6 FT) NORTH OF A UTILITY POLE WITH
 OQ1008'A LINE CROSSING THE HIGHWAY, 32.0 M (105.0 FT) EAST OF AND LEVEL WITH
 OQ1008'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.1 M (43.0
 OQ1008'FT) SOUTH OF A UTILITY POLE, AND 0.6 M (2.0 FT) WEST OF A WITNESS
 OQ1008'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1008'LOGO CAP.
 OQ1008
 OQ1008                          STATION RECOVERY (1990)
 OQ1008
 OQ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ1008'RECOVERED IN GOOD CONDITION.
 OQ1008
 OQ1008                          STATION RECOVERY (1991)
 OQ1008
 OQ1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1008'7.3 KM (4.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1008'JUNCTION WITH 12TH STREET (EXIT 79) IN SIOUX FALLS, 1.4 KM (0.9 MI)
 OQ1008'NORTH OF MILEPOST 83, 0.6 KM (0.4 MI) SOUTH OF THE INTERSECTION OF
 OQ1008'INTERSTATE HIGHWAY 90, 46.5 M (152.6 FT) NORTH OF A UTILITY POLE WITH
 OQ1008'A LINE CROSSING THE HIGHWAY, 32.0 M (105.0 FT) EAST OF AND LEVEL WITH
 OQ1008'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.1 M (43.0
 OQ1008'FT) SOUTH OF A UTILITY POLE, AND 0.6 M (2.0 FT) WEST OF A WITNESS
 OQ1008'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OQ1008'LOGO CAP.
 OQ1008
 OQ1008                          STATION RECOVERY (2011)
 OQ1008
 OQ1008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1008'MARK HAS BEEN DESTROYED, ROD IS BENT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1002 ***********************************************************************
 OQ1002  DESIGNATION -  L 449
 OQ1002  PID         -  OQ1002
 OQ1002  STATE/COUNTY-  SD/MINNEHAHA
 OQ1002  COUNTRY     -  US
 OQ1002  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1002
 OQ1002                         *CURRENT SURVEY CONTROL
 OQ1002  ______________________________________________________________________
 OQ1002* NAD 83(1986) POSITION- 43 32 33.     (N) 096 44 42.     (W)   SCALED
 OQ1002* NAVD 88 ORTHO HEIGHT -   457.252 (meters)     1500.17  (feet) ADJUSTED
 OQ1002  ______________________________________________________________________
 OQ1002  GEOID HEIGHT    -        -26.347 (meters)                     GEOID18
 OQ1002  DYNAMIC HEIGHT  -        457.132 (meters)     1499.77  (feet) COMP
 OQ1002  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 OQ1002
 OQ1002  VERT ORDER      -  FIRST     CLASS II
 OQ1002
 OQ1002.The horizontal coordinates were scaled from a map and have
 OQ1002.an estimated accuracy of +/- 6 seconds.
 OQ1002
 OQ1002.The orthometric height was determined by differential leveling and
 OQ1002.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1002.in June 1991.
 OQ1002
 OQ1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1002.GEOID18 height accuracy estimate available here.
 OQ1002
 OQ1002.Click photographs - Photos may exist for this station.
 OQ1002
 OQ1002.The dynamic height is computed by dividing the NAVD 88
 OQ1002.geopotential number by the normal gravity value computed on the
 OQ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1002.degrees latitude (g = 980.6199 gals.).
 OQ1002
 OQ1002.The modeled gravity was interpolated from observed gravity values.
 OQ1002
 OQ1002;                    North         East    Units  Estimated Accuracy
 OQ1002;SPC SD S     -   140,590.      889,890.      MT  (+/- 180 meters Scaled)
 OQ1002
 OQ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP821235(NAD 83)
 OQ1002
 OQ1002                          SUPERSEDED SURVEY CONTROL
 OQ1002
 OQ1002.No superseded survey control is available for this station.
 OQ1002
 OQ1002_MARKER: DV = VERTICAL CONTROL DISK
 OQ1002_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OQ1002_SP_SET: FOUNDATION WALL
 OQ1002_STAMPING: L 449 1990
 OQ1002_MARK LOGO: NGS
 OQ1002_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1002+STABILITY: POSITION/ELEVATION WELL
 OQ1002
 OQ1002  HISTORY     - Date     Condition        Report By
 OQ1002  HISTORY     - 1990     MONUMENTED       NGS
 OQ1002
 OQ1002                          STATION DESCRIPTION
 OQ1002
 OQ1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1002'IN SIOUX FALLS, AT 515 SOUTH LAKE STREET, SET VERTICALLY IN THE EAST
 OQ1002'FACE OF THE EMERSON SCHOOL BUILDING, 12.6 M (41.3 FT) NORTH OF THE
 OQ1002'CENTER OF THE SOUTH ENTRANCE DOORWAY, 12.6 M (41.3 FT) SOUTH OF THE
 OQ1002'CENTER OF THE NORTH ENTRANCE DOORWAY, AND 1.1 M (3.6 FT) ABOVE THE
 OQ1002'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0085 ***********************************************************************
 PS0085  DESIGNATION -  L 45
 PS0085  PID         -  PS0085
 PS0085  STATE/COUNTY-  SD/BEADLE
 PS0085  COUNTRY     -  US
 PS0085  USGS QUAD   -  WOLSEY (2017)
 PS0085
 PS0085                         *CURRENT SURVEY CONTROL
 PS0085  ______________________________________________________________________
 PS0085* NAD 83(1986) POSITION- 44 24 36.     (N) 098 28 32.     (W)   SCALED
 PS0085* NAVD 88 ORTHO HEIGHT -   410.867 (meters)     1347.99  (feet) ADJUSTED
 PS0085  ______________________________________________________________________
 PS0085  GEOID HEIGHT    -        -24.976 (meters)                     GEOID18
 PS0085  DYNAMIC HEIGHT  -        410.794 (meters)     1347.75  (feet) COMP
 PS0085  MODELED GRAVITY -    980,428.9   (mgal)                       NAVD 88
 PS0085
 PS0085  VERT ORDER      -  FIRST     CLASS II
 PS0085
 PS0085.The horizontal coordinates were scaled from a map and have
 PS0085.an estimated accuracy of +/- 6 seconds.
 PS0085
 PS0085.The orthometric height was determined by differential leveling and
 PS0085.adjusted by the NATIONAL GEODETIC SURVEY
 PS0085.in October 1997.
 PS0085
 PS0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0085.GEOID18 height accuracy estimate available here.
 PS0085
 PS0085.Click photographs - Photos may exist for this station.
 PS0085
 PS0085.The dynamic height is computed by dividing the NAVD 88
 PS0085.geopotential number by the normal gravity value computed on the
 PS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0085.degrees latitude (g = 980.6199 gals.).
 PS0085
 PS0085.The modeled gravity was interpolated from observed gravity values.
 PS0085
 PS0085;                    North         East    Units  Estimated Accuracy
 PS0085;SPC SD N     -    65,220.      721,420.      MT  (+/- 180 meters Scaled)
 PS0085
 PS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ417175(NAD 83)
 PS0085
 PS0085                          SUPERSEDED SURVEY CONTROL
 PS0085
 PS0085  NAVD 88 (06/15/91)  410.894  (m)         1348.07   (f) SUPERSEDED  1 2
 PS0085  NGVD 29 (??/??/92)  410.591  (m)         1347.08   (f) ADJ UNCH    1 2
 PS0085
 PS0085.Superseded values are not recommended for survey control.
 PS0085
 PS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0085.See file dsdata.pdf to determine how the superseded data were derived.
 PS0085
 PS0085_MARKER: DB = BENCH MARK DISK
 PS0085_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0085_SP_SET: BUILDING
 PS0085_STAMPING: L 45 1934
 PS0085_MARK LOGO: CGS
 PS0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0085+STABILITY: SURFACE MOTION
 PS0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0085+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 PS0085
 PS0085  HISTORY     - Date     Condition        Report By
 PS0085  HISTORY     - 1934     MONUMENTED       CGS
 PS0085  HISTORY     - 1940     GOOD             CGS
 PS0085  HISTORY     - 19941101 GOOD             NGS
 PS0085
 PS0085                          STATION DESCRIPTION
 PS0085
 PS0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0085'AT WOLSEY.
 PS0085'AT WOLSEY, BEADLE COUNTY, AT THE NORTHEAST CORNER OF THE BRICK
 PS0085'BUILDING HOUSING THE CARLSON CAFE, NEXT TO THE OLE SERVICE
 PS0085'STATION AND AUTO COURT, IN THE EAST WALL, AND 4.1 FEET ABOVE
 PS0085'THE SIDEWALK.  A STANDARD DISK, STAMPED L 45 1934 AND SET
 PS0085'VERTICALLY.
 PS0085
 PS0085                          STATION RECOVERY (1940)
 PS0085
 PS0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0085'RECOVERED IN GOOD CONDITION.
 PS0085
 PS0085                          STATION RECOVERY (1994)
 PS0085
 PS0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0085'IN WOLSEY, AT THE INTERSECTION OF U.S. HIGHWAY 14 AND FRONT STREET,
 PS0085'SET VERTICALLY IN THE EAST FACE OF A BRICK BUILDING (VACANT), 681.0 M
 PS0085'(2234.2 FT) WEST OF MILEPOST 331, 54.2 M (177.8 FT) SOUTH OF THE
 PS0085'STREET CENTERLINE, 15.5 M (50.9 FT) WEST OF THE HIGHWAY CENTERLINE,
 PS0085'1.2 M (3.9 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) SOUTH OF
 PS0085'THE NORTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1956 ***********************************************************************
 NM1956  DESIGNATION -  L 450
 NM1956  PID         -  NM1956
 NM1956  STATE/COUNTY-  SD/UNION
 NM1956  COUNTRY     -  US
 NM1956  USGS QUAD   -  ELK POINT (2017)
 NM1956
 NM1956                         *CURRENT SURVEY CONTROL
 NM1956  ______________________________________________________________________
 NM1956* NAD 83(1986) POSITION- 42 40 36.     (N) 096 41 07.     (W)   SCALED
 NM1956* NAVD 88 ORTHO HEIGHT -   342.420 (meters)     1123.42  (feet) ADJUSTED
 NM1956  ______________________________________________________________________
 NM1956  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 NM1956  DYNAMIC HEIGHT  -        342.319 (meters)     1123.09  (feet) COMP
 NM1956  MODELED GRAVITY -    980,317.7   (mgal)                       NAVD 88
 NM1956
 NM1956  VERT ORDER      -  FIRST     CLASS II
 NM1956
 NM1956.The horizontal coordinates were scaled from a map and have
 NM1956.an estimated accuracy of +/- 6 seconds.
 NM1956
 NM1956.The orthometric height was determined by differential leveling and
 NM1956.adjusted by the NATIONAL GEODETIC SURVEY
 NM1956.in June 1991.
 NM1956
 NM1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1956.GEOID18 height accuracy estimate available here.
 NM1956
 NM1956.Click photographs - Photos may exist for this station.
 NM1956
 NM1956.The dynamic height is computed by dividing the NAVD 88
 NM1956.geopotential number by the normal gravity value computed on the
 NM1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1956.degrees latitude (g = 980.6199 gals.).
 NM1956
 NM1956.The modeled gravity was interpolated from observed gravity values.
 NM1956
 NM1956;                    North         East    Units  Estimated Accuracy
 NM1956;SPC SD S     -    44,710.      898,940.      MT  (+/- 180 meters Scaled)
 NM1956
 NM1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN896275(NAD 83)
 NM1956
 NM1956                          SUPERSEDED SURVEY CONTROL
 NM1956
 NM1956.No superseded survey control is available for this station.
 NM1956
 NM1956_MARKER: I = METAL ROD
 NM1956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1956_STAMPING: L 450 1990
 NM1956_MARK LOGO: NGS
 NM1956_PROJECTION: PROJECTING 9 CENTIMETERS
 NM1956_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1956+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1956_ROD/PIPE-DEPTH: 24.4 meters
 NM1956_SLEEVE-DEPTH  : 0.9 meters
 NM1956
 NM1956  HISTORY     - Date     Condition        Report By
 NM1956  HISTORY     - 1990     MONUMENTED       NGS
 NM1956  HISTORY     - 20120402 GOOD             INDIV
 NM1956
 NM1956                          STATION DESCRIPTION
 NM1956
 NM1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1956'2.1 KM (1.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1956'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 32.0 M (105.0 FT)
 NM1956'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 NM1956'27.3 M (89.6 FT) NORTH OF MILEPOST 17, 9.3 M (30.5 FT) NORTHEAST OF
 NM1956'THE MOST NORTHERLY 1 OF 2 LEGS OF A HIGHWAY INFORMATION SIGN, 1.0 M
 NM1956'(3.3 FT) NORTHWEST OF THE MOST NORTHWESTERLY 1 OF 2 FENCE BRACE
 NM1956'POSTS, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.6
 NM1956'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 NM1956'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 NM1956'SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1956
 NM1956                          STATION RECOVERY (2012)
 NM1956
 NM1956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1028 ***********************************************************************
 PR1028  DESIGNATION -  L 451
 PR1028  PID         -  PR1028
 PR1028  STATE/COUNTY-  SD/MOODY
 PR1028  COUNTRY     -  US
 PR1028  USGS QUAD   -  MEDARY (2017)
 PR1028
 PR1028                         *CURRENT SURVEY CONTROL
 PR1028  ______________________________________________________________________
 PR1028* NAD 83(1986) POSITION- 44 08 16.     (N) 096 45 32.     (W)   SCALED
 PR1028* NAVD 88 ORTHO HEIGHT -   510.126 (meters)     1673.64  (feet) ADJUSTED
 PR1028  ______________________________________________________________________
 PR1028  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 PR1028  DYNAMIC HEIGHT  -        510.015 (meters)     1673.27  (feet) COMP
 PR1028  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 PR1028
 PR1028  VERT ORDER      -  FIRST     CLASS II
 PR1028
 PR1028.The horizontal coordinates were scaled from a map and have
 PR1028.an estimated accuracy of +/- 6 seconds.
 PR1028
 PR1028.The orthometric height was determined by differential leveling and
 PR1028.adjusted by the NATIONAL GEODETIC SURVEY
 PR1028.in October 1997.
 PR1028
 PR1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1028.GEOID18 height accuracy estimate available here.
 PR1028
 PR1028.Click photographs - Photos may exist for this station.
 PR1028
 PR1028.The dynamic height is computed by dividing the NAVD 88
 PR1028.geopotential number by the normal gravity value computed on the
 PR1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1028.degrees latitude (g = 980.6199 gals.).
 PR1028
 PR1028.The modeled gravity was interpolated from observed gravity values.
 PR1028
 PR1028;                    North         East    Units  Estimated Accuracy
 PR1028;SPC SD S     -   206,620.      885,930.      MT  (+/- 180 meters Scaled)
 PR1028
 PR1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP792896(NAD 83)
 PR1028
 PR1028                          SUPERSEDED SURVEY CONTROL
 PR1028
 PR1028  NAVD 88 (06/15/91)  510.138  (m)         1673.68   (f) SUPERSEDED  1 2
 PR1028
 PR1028.Superseded values are not recommended for survey control.
 PR1028
 PR1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1028.See file dsdata.pdf to determine how the superseded data were derived.
 PR1028
 PR1028_MARKER: I = METAL ROD
 PR1028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1028_STAMPING: L 451 1990
 PR1028_MARK LOGO: NGS
 PR1028_PROJECTION: PROJECTING 10 CENTIMETERS
 PR1028_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1028+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 PR1028_ROD/PIPE-DEPTH: 6.7 meters
 PR1028_SLEEVE-DEPTH  : 0.9 meters
 PR1028
 PR1028  HISTORY     - Date     Condition        Report By
 PR1028  HISTORY     - 1990     MONUMENTED       NGS
 PR1028  HISTORY     - 20110401 GOOD             INDIV
 PR1028
 PR1028                          STATION DESCRIPTION
 PR1028
 PR1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1028'17.7 KM (11.0 MI) NORTHERLY ALONG INTERSTATE HIGHWYA 29 FROM ITS
 PR1028'JUNCTION WITH STATE HIGHWAY 34 (COLEMAN EXIT 104), 1.4 KM (0.9 MI)
 PR1028'NORTH OF MILEPOST 120, 31.2 M (102.4 FT) EAST OF AND LEVEL WITH THE
 PR1028'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT)
 PR1028'SOUTH OF THE EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 3.2 M
 PR1028'(10.5 FT) SOUTH OF A T-FENCE CORNER, AND 0.5 M (1.6 FT) WEST OF A
 PR1028'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PR1028'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A
 PR1028'CLASS A MONUMENT.
 PR1028
 PR1028                          STATION RECOVERY (2011)
 PR1028
 PR1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR1028'LID IS BROKEN OFF AND MISSING
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1101 ***********************************************************************
 OQ1101  DESIGNATION -  L 452
 OQ1101  PID         -  OQ1101
 OQ1101  STATE/COUNTY-  SD/MINNEHAHA
 OQ1101  COUNTRY     -  US
 OQ1101  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1101
 OQ1101                         *CURRENT SURVEY CONTROL
 OQ1101  ______________________________________________________________________
 OQ1101* NAD 83(1986) POSITION- 43 36 36.     (N) 096 38 13.     (W)   SCALED
 OQ1101* NAVD 88 ORTHO HEIGHT -   404.543 (meters)     1327.24  (feet) ADJUSTED
 OQ1101  ______________________________________________________________________
 OQ1101  GEOID HEIGHT    -        -26.320 (meters)                     GEOID18
 OQ1101  DYNAMIC HEIGHT  -        404.442 (meters)     1326.91  (feet) COMP
 OQ1101  MODELED GRAVITY -    980,356.1   (mgal)                       NAVD 88
 OQ1101
 OQ1101  VERT ORDER      -  FIRST     CLASS II
 OQ1101
 OQ1101.The horizontal coordinates were scaled from a map and have
 OQ1101.an estimated accuracy of +/- 6 seconds.
 OQ1101
 OQ1101.The orthometric height was determined by differential leveling and
 OQ1101.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1101.in September 1993.
 OQ1101
 OQ1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1101.GEOID18 height accuracy estimate available here.
 OQ1101
 OQ1101.Click photographs - Photos may exist for this station.
 OQ1101
 OQ1101.The dynamic height is computed by dividing the NAVD 88
 OQ1101.geopotential number by the normal gravity value computed on the
 OQ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1101.degrees latitude (g = 980.6199 gals.).
 OQ1101
 OQ1101.The modeled gravity was interpolated from observed gravity values.
 OQ1101
 OQ1101;                    North         East    Units  Estimated Accuracy
 OQ1101;SPC SD S     -   148,470.      898,280.      MT  (+/- 180 meters Scaled)
 OQ1101
 OQ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP906312(NAD 83)
 OQ1101
 OQ1101                          SUPERSEDED SURVEY CONTROL
 OQ1101
 OQ1101.No superseded survey control is available for this station.
 OQ1101
 OQ1101_MARKER: I = METAL ROD
 OQ1101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1101_STAMPING: L 452 1991
 OQ1101_MARK LOGO: NGS
 OQ1101_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1101_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1101+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 OQ1101_ROD/PIPE-DEPTH: 6.7 meters
 OQ1101_SLEEVE-DEPTH  : 0.9 meters
 OQ1101
 OQ1101  HISTORY     - Date     Condition        Report By
 OQ1101  HISTORY     - 1991     MONUMENTED       NGS
 OQ1101  HISTORY     - 20110301 GOOD             INDIV
 OQ1101
 OQ1101                          STATION DESCRIPTION
 OQ1101
 OQ1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1101'4.3 KM (2.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1101'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, 1.1
 OQ1101'KM (0.7 MI) WEST OF MILEPOST 404, 32.3 M (106.0 FT) SOUTH OF THE
 OQ1101'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) WEST
 OQ1101'OF THE MOST WESTERLY OF 2 BRACED FENCE POSTS, 1.5 M (4.9 FT) BELOW
 OQ1101'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST
 OQ1101'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1101'CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OQ1101'MARK.
 OQ1101
 OQ1101                          STATION RECOVERY (2011)
 OQ1101
 OQ1101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1159 ***********************************************************************
 OQ1159  DESIGNATION -  L 453
 OQ1159  PID         -  OQ1159
 OQ1159  STATE/COUNTY-  SD/HANSON
 OQ1159  COUNTRY     -  US
 OQ1159  USGS QUAD   -  FARMER (2017)
 OQ1159
 OQ1159                         *CURRENT SURVEY CONTROL
 OQ1159  ______________________________________________________________________
 OQ1159* NAD 83(1986) POSITION- 43 39 55.     (N) 097 40 56.     (W)   SCALED
 OQ1159* NAVD 88 ORTHO HEIGHT -   416.546 (meters)     1366.62  (feet) ADJUSTED
 OQ1159  ______________________________________________________________________
 OQ1159  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 OQ1159  DYNAMIC HEIGHT  -        416.445 (meters)     1366.29  (feet) COMP
 OQ1159  MODELED GRAVITY -    980,364.2   (mgal)                       NAVD 88
 OQ1159
 OQ1159  VERT ORDER      -  FIRST     CLASS II
 OQ1159
 OQ1159.The horizontal coordinates were scaled from a map and have
 OQ1159.an estimated accuracy of +/- 6 seconds.
 OQ1159
 OQ1159.The orthometric height was determined by differential leveling and
 OQ1159.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1159.in September 1993.
 OQ1159
 OQ1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1159.GEOID18 height accuracy estimate available here.
 OQ1159
 OQ1159.Click photographs - Photos may exist for this station.
 OQ1159
 OQ1159.The dynamic height is computed by dividing the NAVD 88
 OQ1159.geopotential number by the normal gravity value computed on the
 OQ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1159.degrees latitude (g = 980.6199 gals.).
 OQ1159
 OQ1159.The modeled gravity was interpolated from observed gravity values.
 OQ1159
 OQ1159;                    North         East    Units  Estimated Accuracy
 OQ1159;SPC SD S     -   151,380.      813,770.      MT  (+/- 180 meters Scaled)
 OQ1159
 OQ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP062355(NAD 83)
 OQ1159
 OQ1159                          SUPERSEDED SURVEY CONTROL
 OQ1159
 OQ1159.No superseded survey control is available for this station.
 OQ1159
 OQ1159_MARKER: I = METAL ROD
 OQ1159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1159_STAMPING: L 453 1991
 OQ1159_MARK LOGO: NGS
 OQ1159_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1159_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1159+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OQ1159_ROD/PIPE-DEPTH: 5.6 meters
 OQ1159_SLEEVE-DEPTH  : 0.9 meters
 OQ1159
 OQ1159  HISTORY     - Date     Condition        Report By
 OQ1159  HISTORY     - 1991     MONUMENTED       NGS
 OQ1159  HISTORY     - 20120202 MARK NOT FOUND   INDIV
 OQ1159
 OQ1159                          STATION DESCRIPTION
 OQ1159
 OQ1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1159'8.4 KM (5.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1159'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.4 KM (0.2
 OQ1159'MI) EAST OF MILEPOST 351, 102.0 M (334.6 FT) EAST OF A BRACED FENCE
 OQ1159'POST, 30.5 M (100.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 OQ1159'LANES OF THE HIGHWAY, 1.0 M (3.3 FT) NORTH OF A WITNESS POST AND
 OQ1159'FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OQ1159'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1159'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1159
 OQ1159                          STATION RECOVERY (2012)
 OQ1159
 OQ1159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1001 ***********************************************************************
 OR1001  DESIGNATION -  L 454
 OR1001  PID         -  OR1001
 OR1001  STATE/COUNTY-  SD/AURORA
 OR1001  COUNTRY     -  US
 OR1001  USGS QUAD   -  WHITE LAKE (2017)
 OR1001
 OR1001                         *CURRENT SURVEY CONTROL
 OR1001  ______________________________________________________________________
 OR1001* NAD 83(1986) POSITION- 43 42 30.     (N) 098 37 31.     (W)   SCALED
 OR1001* NAVD 88 ORTHO HEIGHT -   488.594 (meters)     1603.00  (feet) ADJUSTED
 OR1001  ______________________________________________________________________
 OR1001  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 OR1001  DYNAMIC HEIGHT  -        488.468 (meters)     1602.58  (feet) COMP
 OR1001  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 OR1001
 OR1001  VERT ORDER      -  FIRST     CLASS II
 OR1001
 OR1001.The horizontal coordinates were scaled from a map and have
 OR1001.an estimated accuracy of +/- 6 seconds.
 OR1001
 OR1001.The orthometric height was determined by differential leveling and
 OR1001.adjusted by the NATIONAL GEODETIC SURVEY
 OR1001.in September 1993.
 OR1001
 OR1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1001.GEOID18 height accuracy estimate available here.
 OR1001
 OR1001.Click photographs - Photos may exist for this station.
 OR1001
 OR1001.The dynamic height is computed by dividing the NAVD 88
 OR1001.geopotential number by the normal gravity value computed on the
 OR1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1001.degrees latitude (g = 980.6199 gals.).
 OR1001
 OR1001.The modeled gravity was interpolated from observed gravity values.
 OR1001
 OR1001;                    North         East    Units  Estimated Accuracy
 OR1001;SPC SD S     -   154,170.      737,640.      MT  (+/- 180 meters Scaled)
 OR1001
 OR1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP301395(NAD 83)
 OR1001
 OR1001                          SUPERSEDED SURVEY CONTROL
 OR1001
 OR1001.No superseded survey control is available for this station.
 OR1001
 OR1001_MARKER: I = METAL ROD
 OR1001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1001_STAMPING: L 454 1991
 OR1001_MARK LOGO: NGS
 OR1001_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1001_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1001+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1001_ROD/PIPE-DEPTH: 7.0 meters
 OR1001_SLEEVE-DEPTH  : 0.9 meters
 OR1001
 OR1001  HISTORY     - Date     Condition        Report By
 OR1001  HISTORY     - 1991     MONUMENTED       NGS
 OR1001  HISTORY     - 20120208 GOOD             INDIV
 OR1001
 OR1001                          STATION DESCRIPTION
 OR1001
 OR1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1001'11.7 KM (7.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1001'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR1001'AT THE EASTBOUND ENTRANCE TO A REST AREA, 48.4 M (158.8 FT)
 OR1001'EAST-SOUTHEAST OF MILEPOST 301, 37.7 M (123.7 FT) SOUTH OF THE
 OR1001'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 31.2 M (102.4 FT)
 OR1001'SOUTHEAST OF THE SOUTH END OF A CULVERT, 19.5 M (64.0 FT) EAST OF A
 OR1001'BRACED FENCE POST, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OR1001'0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OR1001'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OR1001'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1001
 OR1001                          STATION RECOVERY (2012)
 OR1001
 OR1001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1033 ***********************************************************************
 OR1033  DESIGNATION -  L 455
 OR1033  PID         -  OR1033
 OR1033  STATE/COUNTY-  SD/BRULE
 OR1033  COUNTRY     -  US
 OR1033  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1033
 OR1033                         *CURRENT SURVEY CONTROL
 OR1033  ______________________________________________________________________
 OR1033* NAD 83(1986) POSITION- 43 46 00.     (N) 099 18 04.     (W)   SCALED
 OR1033* NAVD 88 ORTHO HEIGHT -   511.074 (meters)     1676.75  (feet) ADJUSTED
 OR1033  ______________________________________________________________________
 OR1033  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 OR1033  DYNAMIC HEIGHT  -        510.933 (meters)     1676.29  (feet) COMP
 OR1033  MODELED GRAVITY -    980,327.9   (mgal)                       NAVD 88
 OR1033
 OR1033  VERT ORDER      -  FIRST     CLASS II
 OR1033
 OR1033.The horizontal coordinates were scaled from a map and have
 OR1033.an estimated accuracy of +/- 6 seconds.
 OR1033
 OR1033.The orthometric height was determined by differential leveling and
 OR1033.adjusted by the NATIONAL GEODETIC SURVEY
 OR1033.in September 1993.
 OR1033
 OR1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1033.GEOID18 height accuracy estimate available here.
 OR1033
 OR1033.Click photographs - Photos may exist for this station.
 OR1033
 OR1033.The dynamic height is computed by dividing the NAVD 88
 OR1033.geopotential number by the normal gravity value computed on the
 OR1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1033.degrees latitude (g = 980.6199 gals.).
 OR1033
 OR1033.The modeled gravity was interpolated from observed gravity values.
 OR1033
 OR1033;                    North         East    Units  Estimated Accuracy
 OR1033;SPC SD S     -   159,750.      683,110.      MT  (+/- 180 meters Scaled)
 OR1033
 OR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP757460(NAD 83)
 OR1033
 OR1033                          SUPERSEDED SURVEY CONTROL
 OR1033
 OR1033.No superseded survey control is available for this station.
 OR1033
 OR1033_MARKER: I = METAL ROD
 OR1033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1033_STAMPING: L 455 1991
 OR1033_MARK LOGO: NGS
 OR1033_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1033_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1033+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1033_ROD/PIPE-DEPTH: 6.0 meters
 OR1033_SLEEVE-DEPTH  : 0.9 meters
 OR1033
 OR1033  HISTORY     - Date     Condition        Report By
 OR1033  HISTORY     - 1991     MONUMENTED       NGS
 OR1033  HISTORY     - 20120312 GOOD             INDIV
 OR1033
 OR1033                          STATION DESCRIPTION
 OR1033
 OR1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1033'5.0 KM (3.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1033'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1033'0.9 KM (0.6 MI) WEST OF MILEPOST 267, 32.4 M (106.3 FT) SOUTHWEST OF
 OR1033'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 25.6 M (84.0
 OR1033'FT) SOUTHWEST OF THE CENTER OF THE SOUTH END OF A CATTLE UNDERPASS,
 OR1033'4.1 M (13.5 FT) SOUTHEAST OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW
 OR1033'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTHEAST OF A WITNESS
 OR1033'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR1033'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OR1033'CLASS A MARK.
 OR1033
 OR1033                          STATION RECOVERY (2012)
 OR1033
 OR1033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0855 ***********************************************************************
 OS0855  DESIGNATION -  L 457
 OS0855  PID         -  OS0855
 OS0855  STATE/COUNTY-  SD/JONES
 OS0855  COUNTRY     -  US
 OS0855  USGS QUAD   -  OKATON (2017)
 OS0855
 OS0855                         *CURRENT SURVEY CONTROL
 OS0855  ______________________________________________________________________
 OS0855* NAD 83(1986) POSITION- 43 54 02.     (N) 100 55 20.     (W)   SCALED
 OS0855* NAVD 88 ORTHO HEIGHT -   699.763 (meters)     2295.81  (feet) ADJUSTED
 OS0855  ______________________________________________________________________
 OS0855  GEOID HEIGHT    -        -23.591 (meters)                     GEOID18
 OS0855  DYNAMIC HEIGHT  -        699.530 (meters)     2295.04  (feet) COMP
 OS0855  MODELED GRAVITY -    980,263.9   (mgal)                       NAVD 88
 OS0855
 OS0855  VERT ORDER      -  FIRST     CLASS II
 OS0855
 OS0855.The horizontal coordinates were scaled from a map and have
 OS0855.an estimated accuracy of +/- 6 seconds.
 OS0855
 OS0855.The orthometric height was determined by differential leveling and
 OS0855.adjusted by the NATIONAL GEODETIC SURVEY
 OS0855.in September 1993.
 OS0855
 OS0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0855.GEOID18 height accuracy estimate available here.
 OS0855
 OS0855.Click photographs - Photos may exist for this station.
 OS0855
 OS0855.The dynamic height is computed by dividing the NAVD 88
 OS0855.geopotential number by the normal gravity value computed on the
 OS0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0855.degrees latitude (g = 980.6199 gals.).
 OS0855
 OS0855.The modeled gravity was interpolated from observed gravity values.
 OS0855
 OS0855;                    North         East    Units  Estimated Accuracy
 OS0855;SPC SD S     -   174,270.      552,690.      MT  (+/- 180 meters Scaled)
 OS0855
 OS0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP456626(NAD 83)
 OS0855
 OS0855                          SUPERSEDED SURVEY CONTROL
 OS0855
 OS0855.No superseded survey control is available for this station.
 OS0855
 OS0855_MARKER: I = METAL ROD
 OS0855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0855_STAMPING: L 457 1991
 OS0855_MARK LOGO: NGS
 OS0855_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0855_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0855+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0855_ROD/PIPE-DEPTH: 5.5 meters
 OS0855_SLEEVE-DEPTH  : 0.9 meters
 OS0855
 OS0855  HISTORY     - Date     Condition        Report By
 OS0855  HISTORY     - 1991     MONUMENTED       NGS
 OS0855
 OS0855                          STATION DESCRIPTION
 OS0855
 OS0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0855'18.0 KM (11.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0855'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.9 KM (0.55
 OS0855'MI) EAST OF MILEPOST 181, 31.1 M (102.0 FT) SOUTH OF THE CENTERLINE
 OS0855'OF THE EASTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) EAST-SOUTHEAST
 OS0855'OF A BRACED FENCE POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OS0855'HIGHWAY, AND 0.7 M (2.3 FT) NORTH-NORTHEAST OF A WITNESS POST AND
 OS0855'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0855'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0892 ***********************************************************************
 OS0892  DESIGNATION -  L 458
 OS0892  PID         -  OS0892
 OS0892  STATE/COUNTY-  SD/MELLETTE
 OS0892  COUNTRY     -  US
 OS0892  USGS QUAD   -  WESTOVER (2017)
 OS0892
 OS0892                         *CURRENT SURVEY CONTROL
 OS0892  ______________________________________________________________________
 OS0892* NAD 83(1986) POSITION- 43 40 09.25   (N) 100 39 08.96   (W)   HD_HELD1
 OS0892* NAVD 88 ORTHO HEIGHT -   564.866 (meters)     1853.23  (feet) ADJUSTED
 OS0892  ______________________________________________________________________
 OS0892  GEOID HEIGHT    -        -24.325 (meters)                     GEOID18
 OS0892  DYNAMIC HEIGHT  -        564.674 (meters)     1852.60  (feet) COMP
 OS0892  MODELED GRAVITY -    980,262.7   (mgal)                       NAVD 88
 OS0892
 OS0892  VERT ORDER      -  FIRST     CLASS II
 OS0892
 OS0892.The horizontal coordinates were determined by differentially corrected
 OS0892.hand held GPS observations or other comparable positioning techniques
 OS0892.and have an estimated accuracy of +/- 3 meters.
 OS0892
 OS0892.The orthometric height was determined by differential leveling and
 OS0892.adjusted by the NATIONAL GEODETIC SURVEY
 OS0892.in June 1994.
 OS0892
 OS0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0892.GEOID18 height accuracy estimate available here.
 OS0892
 OS0892.Click photographs - Photos may exist for this station.
 OS0892
 OS0892.The dynamic height is computed by dividing the NAVD 88
 OS0892.geopotential number by the normal gravity value computed on the
 OS0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0892.degrees latitude (g = 980.6199 gals.).
 OS0892
 OS0892.The modeled gravity was interpolated from observed gravity values.
 OS0892
 OS0892;                    North         East    Units  Estimated Accuracy
 OS0892;SPC SD S     -   148,456.6     574,262.4     MT  (+/- 3 meters HH1 GPS) 
 OS0892
 OS0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6677836463(NAD 83)
 OS0892
 OS0892                          SUPERSEDED SURVEY CONTROL
 OS0892
 OS0892.No superseded survey control is available for this station.
 OS0892
 OS0892_MARKER: I = METAL ROD
 OS0892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0892_STAMPING: L 458 1992
 OS0892_MARK LOGO: NGS
 OS0892_PROJECTION: FLUSH
 OS0892_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0892+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0892_ROD/PIPE-DEPTH: 6.7 meters
 OS0892
 OS0892  HISTORY     - Date     Condition        Report By
 OS0892  HISTORY     - 1992     MONUMENTED       NGS
 OS0892  HISTORY     - 20051104 GOOD             HKM
 OS0892
 OS0892                          STATION DESCRIPTION
 OS0892
 OS0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0892'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0892'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0892'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0892'8.2 KM (5.10 MI) NORTHERLY ALONG A GRAVELED ROAD, 7.9 M (25.9 FT)
 OS0892'NORTHWEST OF AND LEVEL WITH THE CENTER OF THE ROAD, 6.2 M (20.3 FT)
 OS0892'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, AND 0.3 M (1.0
 OS0892'FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OS0892'POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0892
 OS0892                          STATION RECOVERY (2005)
 OS0892
 OS0892'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0937 ***********************************************************************
 OS0937  DESIGNATION -  L 459
 OS0937  PID         -  OS0937
 OS0937  STATE/COUNTY-  SD/TODD
 OS0937  COUNTRY     -  US
 OS0937  USGS QUAD   -  OLSONVILLE (2017)
 OS0937
 OS0937                         *CURRENT SURVEY CONTROL
 OS0937  ______________________________________________________________________
 OS0937* NAD 83(1986) POSITION- 43 09 28.     (N) 100 36 37.     (W)   SCALED
 OS0937* NAVD 88 ORTHO HEIGHT -   846.242 (meters)     2776.38  (feet) ADJUSTED
 OS0937  ______________________________________________________________________
 OS0937  GEOID HEIGHT    -        -22.744 (meters)                     GEOID18
 OS0937  DYNAMIC HEIGHT  -        845.898 (meters)     2775.25  (feet) COMP
 OS0937  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 OS0937
 OS0937  VERT ORDER      -  FIRST     CLASS II
 OS0937
 OS0937.The horizontal coordinates were scaled from a map and have
 OS0937.an estimated accuracy of +/- 6 seconds.
 OS0937
 OS0937.The orthometric height was determined by differential leveling and
 OS0937.adjusted by the NATIONAL GEODETIC SURVEY
 OS0937.in June 1994.
 OS0937
 OS0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0937.GEOID18 height accuracy estimate available here.
 OS0937
 OS0937.Click photographs - Photos may exist for this station.
 OS0937
 OS0937.The dynamic height is computed by dividing the NAVD 88
 OS0937.geopotential number by the normal gravity value computed on the
 OS0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0937.degrees latitude (g = 980.6199 gals.).
 OS0937
 OS0937.The modeled gravity was interpolated from observed gravity values.
 OS0937
 OS0937;                    North         East    Units  Estimated Accuracy
 OS0937;SPC SD S     -    91,630.      577,480.      MT  (+/- 180 meters Scaled)
 OS0937
 OS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN690795(NAD 83)
 OS0937
 OS0937                          SUPERSEDED SURVEY CONTROL
 OS0937
 OS0937.No superseded survey control is available for this station.
 OS0937
 OS0937_MARKER: I = METAL ROD
 OS0937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0937_STAMPING: L 459 1992
 OS0937_MARK LOGO: NGS
 OS0937_PROJECTION: FLUSH
 OS0937_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0937+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0937_ROD/PIPE-DEPTH: 4.2 meters
 OS0937
 OS0937  HISTORY     - Date     Condition        Report By
 OS0937  HISTORY     - 1992     MONUMENTED       NGS
 OS0937
 OS0937                          STATION DESCRIPTION
 OS0937
 OS0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0937'18.2 KM (11.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0937'OF U.S. HIGHWAY 18 IN MISSION, 23.0 M (75.5 FT) WEST OF THE
 OS0937'CENTERLINE OF THE HIGHWAY, 15.3 M (50.2 FT) SOUTH OF THE CENTER OF A
 OS0937'GRAVELED ROAD, 4.1 M (13.5 FT) SOUTH OF A UTILITY POLE, 1.1 M (3.6
 OS0937'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A
 OS0937'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0937'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0233 ***********************************************************************
 PS0233  DESIGNATION -  L 46
 PS0233  PID         -  PS0233
 PS0233  STATE/COUNTY-  SD/SPINK
 PS0233  COUNTRY     -  US
 PS0233  USGS QUAD   -  ZELL (2017)
 PS0233
 PS0233                         *CURRENT SURVEY CONTROL
 PS0233  ______________________________________________________________________
 PS0233* NAD 83(1986) POSITION- 44 54 00.     (N) 098 41 49.     (W)   SCALED
 PS0233* NAVD 88 ORTHO HEIGHT -   407.325 (meters)     1336.37  (feet) ADJUSTED
 PS0233  ______________________________________________________________________
 PS0233  GEOID HEIGHT    -        -24.242 (meters)                     GEOID18
 PS0233  DYNAMIC HEIGHT  -        407.276 (meters)     1336.20  (feet) COMP
 PS0233  MODELED GRAVITY -    980,486.0   (mgal)                       NAVD 88
 PS0233
 PS0233  VERT ORDER      -  FIRST     CLASS II
 PS0233
 PS0233.The horizontal coordinates were scaled from a map and have
 PS0233.an estimated accuracy of +/- 6 seconds.
 PS0233
 PS0233.The orthometric height was determined by differential leveling and
 PS0233.adjusted by the NATIONAL GEODETIC SURVEY
 PS0233.in June 1991.
 PS0233
 PS0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0233.GEOID18 height accuracy estimate available here.
 PS0233
 PS0233.Click photographs - Photos may exist for this station.
 PS0233
 PS0233.The dynamic height is computed by dividing the NAVD 88
 PS0233.geopotential number by the normal gravity value computed on the
 PS0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0233.degrees latitude (g = 980.6199 gals.).
 PS0233
 PS0233.The modeled gravity was interpolated from observed gravity values.
 PS0233
 PS0233;                    North         East    Units  Estimated Accuracy
 PS0233;SPC SD N     -   119,360.      702,910.      MT  (+/- 180 meters Scaled)
 PS0233
 PS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ239718(NAD 83)
 PS0233
 PS0233                          SUPERSEDED SURVEY CONTROL
 PS0233
 PS0233  NGVD 29 (??/??/92)  407.022  (m)         1335.37   (f) ADJ UNCH    1 2
 PS0233
 PS0233.Superseded values are not recommended for survey control.
 PS0233
 PS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0233.See file dsdata.pdf to determine how the superseded data were derived.
 PS0233
 PS0233_MARKER: DB = BENCH MARK DISK
 PS0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0233_STAMPING: L 46 1934
 PS0233_MARK LOGO: CGS
 PS0233_PROJECTION: FLUSH
 PS0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0233+STABILITY: SURFACE MOTION
 PS0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0233+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 PS0233
 PS0233  HISTORY     - Date     Condition        Report By
 PS0233  HISTORY     - 1934     MONUMENTED       CGS
 PS0233  HISTORY     - 19960601 GOOD             NGS
 PS0233
 PS0233                          STATION DESCRIPTION
 PS0233
 PS0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0233'1.6 MI E FROM ZELL.
 PS0233'IN SPINK COUNTY, 1.6 MILES EAST ALONG THE CHICAGO AND NORTH
 PS0233'WESTERN RAILWAY FROM THE STATION AT ZELL, FAULK COUNTY, 2 POLES
 PS0233'EAST OF MILEPOST 9, AT A ROAD CROSSING ABOUT 115 FEET WEST
 PS0233'OF THE CENTERLINE OF THE ROAD, 43 FEET NORTH OF THE CENTERLINE
 PS0233'OF THE TRACK, 5 FEET WEST OF A POLE AND LEVEL WITH THE
 PS0233'TRACK.  A STANDARD DISK, STAMPED L 46 1934 AND SET IN THE TOP
 PS0233'OF A CONCRETE POST.
 PS0233
 PS0233                          STATION RECOVERY (1996)
 PS0233
 PS0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0233'14.3 KM (8.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PS0233'U.S. HIGHWAY 281 IN REDFIELD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG
 PS0233'COUNTY ROAD 16, 29.0 M (95.1 FT) WEST OF THE ROAD CENTER, 2.5 M (8.2
 PS0233'FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3
 PS0233'M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 PS0233'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8810 ***********************************************************************
 AB8810  DESIGNATION -  L 460
 AB8810  PID         -  AB8810
 AB8810  STATE/COUNTY-  SD/BROOKINGS
 AB8810  COUNTRY     -  US
 AB8810  USGS QUAD   -  AURORA (2017)
 AB8810
 AB8810                         *CURRENT SURVEY CONTROL
 AB8810  ______________________________________________________________________
 AB8810* NAD 83(1986) POSITION- 44 18 42.6    (N) 096 43 48.8    (W)   HD_HELD2
 AB8810* NAVD 88 ORTHO HEIGHT -   494.939 (meters)     1623.81  (feet) ADJUSTED
 AB8810  ______________________________________________________________________
 AB8810  GEOID HEIGHT    -        -25.463 (meters)                     GEOID18
 AB8810  DYNAMIC HEIGHT  -        494.847 (meters)     1623.51  (feet) COMP
 AB8810  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 AB8810
 AB8810  VERT ORDER      -  FIRST     CLASS II
 AB8810
 AB8810.The horizontal coordinates were established by autonomous hand held GPS
 AB8810.observations and have an estimated accuracy of +/- 10 meters.
 AB8810
 AB8810.The orthometric height was determined by differential leveling and
 AB8810.adjusted by the NATIONAL GEODETIC SURVEY
 AB8810.in October 1997.
 AB8810
 AB8810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8810.GEOID18 height accuracy estimate available here.
 AB8810
 AB8810.Click photographs - Photos may exist for this station.
 AB8810
 AB8810.The dynamic height is computed by dividing the NAVD 88
 AB8810.geopotential number by the normal gravity value computed on the
 AB8810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8810.degrees latitude (g = 980.6199 gals.).
 AB8810
 AB8810.The modeled gravity was interpolated from observed gravity values.
 AB8810
 AB8810;                    North         East    Units  Estimated Accuracy
 AB8810;SPC SD N     -    58,440.      860,814.      MT  (+/- 10 meters HH2 GPS)
 AB8810
 AB8810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8102209013(NAD 83)
 AB8810
 AB8810                          SUPERSEDED SURVEY CONTROL
 AB8810
 AB8810.No superseded survey control is available for this station.
 AB8810
 AB8810_MARKER: F = FLANGE-ENCASED ROD
 AB8810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8810_STAMPING: L 460 1994
 AB8810_MARK LOGO: NGS
 AB8810_PROJECTION: FLUSH
 AB8810_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8810+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 AB8810_ROD/PIPE-DEPTH: 17.4 meters
 AB8810_SLEEVE-DEPTH  : 0.9 meters
 AB8810
 AB8810  HISTORY     - Date     Condition        Report By
 AB8810  HISTORY     - 1994     MONUMENTED       NGS
 AB8810  HISTORY     - 20160329 GOOD             MNDT
 AB8810
 AB8810                          STATION DESCRIPTION
 AB8810
 AB8810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8810'2.3 KM (1.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8810'INTERSTATE HIGHWAY 29 IN BROOKINGS, 30.0 M (98.4 FT) NORTH OF THE
 AB8810'HIGHWAY CENTERLINE, 5.9 M (19.4 FT) EAST OF THE CENTER OF A ROAD
 AB8810'LEADING TO A FEEDLOT, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8810'AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AB8810'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB8810'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8810
 AB8810                          STATION RECOVERY (2016)
 AB8810
 AB8810'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 AB8810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8884 ***********************************************************************
 AB8884  DESIGNATION -  L 461
 AB8884  PID         -  AB8884
 AB8884  STATE/COUNTY-  SD/BEADLE
 AB8884  COUNTRY     -  US
 AB8884  USGS QUAD   -  PEARL CREEK COLONY (2017)
 AB8884
 AB8884                         *CURRENT SURVEY CONTROL
 AB8884  ______________________________________________________________________
 AB8884* NAD 83(1986) POSITION- 44 22 09.     (N) 097 53 38.     (W)   SCALED
 AB8884* NAVD 88 ORTHO HEIGHT -   417.602 (meters)     1370.08  (feet) ADJUSTED
 AB8884  ______________________________________________________________________
 AB8884  GEOID HEIGHT    -        -25.070 (meters)                     GEOID18
 AB8884  DYNAMIC HEIGHT  -        417.530 (meters)     1369.85  (feet) COMP
 AB8884  MODELED GRAVITY -    980,432.6   (mgal)                       NAVD 88
 AB8884
 AB8884  VERT ORDER      -  FIRST     CLASS II
 AB8884
 AB8884.The horizontal coordinates were scaled from a map and have
 AB8884.an estimated accuracy of +/- 6 seconds.
 AB8884
 AB8884.The orthometric height was determined by differential leveling and
 AB8884.adjusted by the NATIONAL GEODETIC SURVEY
 AB8884.in October 1997.
 AB8884
 AB8884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8884.GEOID18 height accuracy estimate available here.
 AB8884
 AB8884.Click photographs - Photos may exist for this station.
 AB8884
 AB8884.The dynamic height is computed by dividing the NAVD 88
 AB8884.geopotential number by the normal gravity value computed on the
 AB8884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8884.degrees latitude (g = 980.6199 gals.).
 AB8884
 AB8884.The modeled gravity was interpolated from observed gravity values.
 AB8884
 AB8884;                    North         East    Units  Estimated Accuracy
 AB8884;SPC SD N     -    61,730.      767,860.      MT  (+/- 180 meters Scaled)
 AB8884
 AB8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ881134(NAD 83)
 AB8884
 AB8884                          SUPERSEDED SURVEY CONTROL
 AB8884
 AB8884.No superseded survey control is available for this station.
 AB8884
 AB8884_MARKER: I = METAL ROD
 AB8884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8884_STAMPING: L 461 1994
 AB8884_MARK LOGO: NGS
 AB8884_PROJECTION: FLUSH
 AB8884_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8884+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8884_ROD/PIPE-DEPTH: 5.5 meters
 AB8884_SLEEVE-DEPTH  : 0.9 meters
 AB8884
 AB8884  HISTORY     - Date     Condition        Report By
 AB8884  HISTORY     - 1994     MONUMENTED       NGS
 AB8884
 AB8884                          STATION DESCRIPTION
 AB8884
 AB8884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8884'25.6 KM (15.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8884'STATE HIGHWAY 37 IN HURON, 735.0 M (2411.4 FT) WEST OF MILEPOST 361,
 AB8884'29.8 M (97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 25.0 M (82.0 FT)
 AB8884'EAST OF THE CENTER OF A GRAVELED ROAD, 8.7 M (28.5 FT) EAST OF AN
 AB8884'UNDERGROUND CABLE JUNCTION BOX, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 AB8884'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8884'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8884'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8916 ***********************************************************************
 AB8916  DESIGNATION -  L 462
 AB8916  PID         -  AB8916
 AB8916  STATE/COUNTY-  SD/BEADLE
 AB8916  COUNTRY     -  US
 AB8916  USGS QUAD   -  VIRGIL (2017)
 AB8916
 AB8916                         *CURRENT SURVEY CONTROL
 AB8916  ______________________________________________________________________
 AB8916* NAD 83(1986) POSITION- 44 22 12.     (N) 098 26 19.     (W)   SCALED
 AB8916* NAVD 88 ORTHO HEIGHT -   403.011 (meters)     1322.21  (feet) ADJUSTED
 AB8916  ______________________________________________________________________
 AB8916  GEOID HEIGHT    -        -25.035 (meters)                     GEOID18
 AB8916  DYNAMIC HEIGHT  -        402.939 (meters)     1321.98  (feet) COMP
 AB8916  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 AB8916
 AB8916  VERT ORDER      -  FIRST     CLASS II
 AB8916
 AB8916.The horizontal coordinates were scaled from a map and have
 AB8916.an estimated accuracy of +/- 6 seconds.
 AB8916
 AB8916.The orthometric height was determined by differential leveling and
 AB8916.adjusted by the NATIONAL GEODETIC SURVEY
 AB8916.in October 1997.
 AB8916
 AB8916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8916.GEOID18 height accuracy estimate available here.
 AB8916
 AB8916.Click photographs - Photos may exist for this station.
 AB8916
 AB8916.The dynamic height is computed by dividing the NAVD 88
 AB8916.geopotential number by the normal gravity value computed on the
 AB8916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8916.degrees latitude (g = 980.6199 gals.).
 AB8916
 AB8916.The modeled gravity was interpolated from observed gravity values.
 AB8916
 AB8916;                    North         East    Units  Estimated Accuracy
 AB8916;SPC SD N     -    60,840.      724,450.      MT  (+/- 180 meters Scaled)
 AB8916
 AB8916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ447131(NAD 83)
 AB8916
 AB8916                          SUPERSEDED SURVEY CONTROL
 AB8916
 AB8916.No superseded survey control is available for this station.
 AB8916
 AB8916_MARKER: I = METAL ROD
 AB8916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8916_STAMPING: L 462 1994
 AB8916_MARK LOGO: NGS
 AB8916_PROJECTION: FLUSH
 AB8916_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8916+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8916_ROD/PIPE-DEPTH: 7.8 meters
 AB8916_SLEEVE-DEPTH  : 0.9 meters
 AB8916
 AB8916  HISTORY     - Date     Condition        Report By
 AB8916  HISTORY     - 1994     MONUMENTED       NGS
 AB8916
 AB8916                          STATION DESCRIPTION
 AB8916
 AB8916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8916'18.0 KM (11.20 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8916'STATE HIGHWAY 37 IN HURON, 759.0 M (2490.2 FT) EAST OF MILEPOST 334,
 AB8916'25.3 M (83.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 20.2 M (66.3
 AB8916'FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) WEST OF A UTILITY
 AB8916'POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 AB8916'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8916'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8916'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9017 ***********************************************************************
 AB9017  CBN         -  This is a Cooperative Base Network Control Station.
 AB9017  DESIGNATION -  L 463
 AB9017  PID         -  AB9017
 AB9017  STATE/COUNTY-  SD/HUGHES
 AB9017  COUNTRY     -  US
 AB9017  USGS QUAD   -  ONIDA SE (2017)
 AB9017
 AB9017                         *CURRENT SURVEY CONTROL
 AB9017  ______________________________________________________________________
 AB9017* NAD 83(2011) POSITION- 44 30 43.47366(N) 100 00 33.53967(W)   ADJUSTED
 AB9017* NAD 83(2011) ELLIP HT-   506.907 (meters)        (06/27/12)   ADJUSTED
 AB9017* NAD 83(2011) EPOCH   -  2010.00
 AB9017* NAVD 88 ORTHO HEIGHT -   530.355 (meters)     1740.01  (feet) ADJUSTED
 AB9017  ______________________________________________________________________
 AB9017  GEOID HEIGHT    -        -23.473 (meters)                     GEOID18
 AB9017  NAD 83(2011) X  -   -791,893.092 (meters)                     COMP
 AB9017  NAD 83(2011) Y  - -4,486,782.514 (meters)                     COMP
 AB9017  NAD 83(2011) Z  -  4,449,200.582 (meters)                     COMP
 AB9017  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 AB9017  DYNAMIC HEIGHT  -        530.256 (meters)     1739.68  (feet) COMP
 AB9017  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 AB9017
 AB9017  VERT ORDER      -  FIRST     CLASS II
 AB9017
 AB9017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9017  Standards:
 AB9017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9017  -------------------------------------------------------------------
 AB9017  NETWORK    0.88   2.61           0.41   0.28   1.33     -0.06555912
 AB9017  -------------------------------------------------------------------
 AB9017  Click here for local accuracies and other accuracy information.
 AB9017
 AB9017.The horizontal coordinates were established by GPS observations
 AB9017.and adjusted by the National Geodetic Survey in June 2012.
 AB9017
 AB9017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9017.been affixed to the stable North American tectonic plate. See 
 AB9017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9017
 AB9017.The horizontal coordinates are valid at the epoch date displayed above
 AB9017.which is a decimal equivalence of Year/Month/Day.
 AB9017
 AB9017.The orthometric height was determined by differential leveling and
 AB9017.adjusted by the NATIONAL GEODETIC SURVEY
 AB9017.in October 1997.
 AB9017
 AB9017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9017.GEOID18 height accuracy estimate available here.
 AB9017
 AB9017.Click photographs - Photos may exist for this station.
 AB9017
 AB9017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9017
 AB9017.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9017
 AB9017.The ellipsoidal height was determined by GPS observations
 AB9017.and is referenced to NAD 83.
 AB9017
 AB9017.The dynamic height is computed by dividing the NAVD 88
 AB9017.geopotential number by the normal gravity value computed on the
 AB9017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9017.degrees latitude (g = 980.6199 gals.).
 AB9017
 AB9017.The modeled gravity was interpolated from observed gravity values.
 AB9017
 AB9017. The following values were computed from the NAD 83(2011) position.
 AB9017
 AB9017;                    North         East     Units Scale Factor Converg.
 AB9017;SPC SD S     -   242,104.061   625,764.265   MT  1.00002870   +0 13 24.7
 AB9017;SPC SD S     -   794,303.07  2,053,028.26   sFT  1.00002870   +0 13 24.7
 AB9017;UTM  14      - 4,929,245.943   419,778.089   MT  0.99967914   -0 42 27.5
 AB9017
 AB9017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9017!SPC SD S     -   0.99992053  x   1.00002870  =   0.99994922
 AB9017!UTM  14      -   0.99992053  x   0.99967914  =   0.99959969
 AB9017
 AB9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1977829245(NAD 83)
 AB9017
 AB9017                          SUPERSEDED SURVEY CONTROL
 AB9017
 AB9017  NAD 83(2007)-  44 30 43.47389(N)    100 00 33.54086(W) AD(2002.00) 0
 AB9017  ELLIP H (02/10/07)  506.942  (m)                       GP(2002.00)    
 AB9017  ELLIP H (04/15/04)  506.945  (m)                       GP(       ) 2 1
 AB9017  NAD 83(1996)-  44 30 43.47305(N)    100 00 33.54035(W) AD(       ) B
 AB9017  ELLIP H (04/18/97)  507.003  (m)                       GP(       ) 4 1
 AB9017  NAVD 88 (04/18/97)  530.4    (m)  GEOID96  model used  GPS OBS        
 AB9017
 AB9017.Superseded values are not recommended for survey control.
 AB9017
 AB9017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9017.See file dsdata.pdf to determine how the superseded data were derived.
 AB9017
 AB9017_MARKER: I = METAL ROD
 AB9017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9017_STAMPING: L 463 1994
 AB9017_MARK LOGO: NGS
 AB9017_PROJECTION: FLUSH
 AB9017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9017+STABILITY: POSITION/ELEVATION WELL
 AB9017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9017+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 AB9017_ROD/PIPE-DEPTH: 12.1 meters
 AB9017_SLEEVE-DEPTH  : 9.8 meters
 AB9017
 AB9017  HISTORY     - Date     Condition        Report By
 AB9017  HISTORY     - 1994     MONUMENTED       NGS
 AB9017  HISTORY     - 19960807 GOOD             NGS
 AB9017  HISTORY     - 20120409 GOOD             INDIV
 AB9017  HISTORY     - 20160516 GOOD             DEWDAV
 AB9017
 AB9017                          STATION DESCRIPTION
 AB9017
 AB9017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9017'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9017'BLUNT, THENCE 1.9 KM (1.20 MI) WESTERLY ALONG U.S. HIGHWAY 14, 444.0 M
 AB9017'(1456.7 FT) WEST OF MILEPOST 250, 22.1 M (72.5 FT) SOUTH OF THE
 AB9017'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AB9017'0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AB9017'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9017
 AB9017                          STATION RECOVERY (1996)
 AB9017
 AB9017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9017'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) NORTHEAST OF PIERRE,
 AB9017'15.0 MI (24.1 KM) SOUTH-SOUTHEAST OF ONIDA, AND 1.18 MI (1.90 KM) WEST
 AB9017'OF BLUNT, ON U.S. HIGHWAY 14.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.
 AB9017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 NORTH AND
 AB9017'14 EAST, 4.0 MI (6.4 KM) WEST OF BLUNT, GO EAST ON U.S. HIGHWAY 14 FOR
 AB9017'3.15 MI (5.07 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 444.0 M
 AB9017'(1456.7 FT) WEST OF MILEPOST 250, 22.1 M (72.5 FT) SOUTH OF THE
 AB9017'HIGHWAY CENTERLINE, 17.7 M (58.1 FT) SOUTHEAST OF THE TOP CENTER OF A
 AB9017'CULVERT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT)
 AB9017'NORTH OF THE FENCE, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST.
 AB9017'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9017
 AB9017                          STATION RECOVERY (2012)
 AB9017
 AB9017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9017'RECOVERED IN GOOD CONDITION.
 AB9017
 AB9017                          STATION RECOVERY (2016)
 AB9017
 AB9017'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 AB9017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9008 ***********************************************************************
 AB9008  DESIGNATION -  L 464
 AB9008  PID         -  AB9008
 AB9008  STATE/COUNTY-  SD/HUGHES
 AB9008  COUNTRY     -  US
 AB9008  USGS QUAD   -  BLUNT SE (2017)
 AB9008
 AB9008                         *CURRENT SURVEY CONTROL
 AB9008  ______________________________________________________________________
 AB9008* NAD 83(1986) POSITION- 44 31 35.     (N) 099 48 20.     (W)   SCALED
 AB9008* NAVD 88 ORTHO HEIGHT -   527.117 (meters)     1729.38  (feet) ADJUSTED
 AB9008  ______________________________________________________________________
 AB9008  GEOID HEIGHT    -        -23.555 (meters)                     GEOID18
 AB9008  DYNAMIC HEIGHT  -        527.015 (meters)     1729.05  (feet) COMP
 AB9008  MODELED GRAVITY -    980,407.4   (mgal)                       NAVD 88
 AB9008
 AB9008  VERT ORDER      -  FIRST     CLASS II
 AB9008
 AB9008.The horizontal coordinates were scaled from a map and have
 AB9008.an estimated accuracy of +/- 6 seconds.
 AB9008
 AB9008.The orthometric height was determined by differential leveling and
 AB9008.adjusted by the NATIONAL GEODETIC SURVEY
 AB9008.in October 1997.
 AB9008
 AB9008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9008.GEOID18 height accuracy estimate available here.
 AB9008
 AB9008.Click photographs - Photos may exist for this station.
 AB9008
 AB9008.The dynamic height is computed by dividing the NAVD 88
 AB9008.geopotential number by the normal gravity value computed on the
 AB9008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9008.degrees latitude (g = 980.6199 gals.).
 AB9008
 AB9008.The modeled gravity was interpolated from observed gravity values.
 AB9008
 AB9008;                    North         East    Units  Estimated Accuracy
 AB9008;SPC SD S     -   243,780.      641,960.      MT  (+/- 180 meters Scaled)
 AB9008
 AB9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ359306(NAD 83)
 AB9008
 AB9008                          SUPERSEDED SURVEY CONTROL
 AB9008
 AB9008.No superseded survey control is available for this station.
 AB9008
 AB9008_MARKER: I = METAL ROD
 AB9008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9008_STAMPING: L 464 1994
 AB9008_MARK LOGO: NGS
 AB9008_PROJECTION: FLUSH
 AB9008_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9008+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9008_ROD/PIPE-DEPTH: 8.4 meters
 AB9008_SLEEVE-DEPTH  : 0.9 meters
 AB9008
 AB9008  HISTORY     - Date     Condition        Report By
 AB9008  HISTORY     - 1994     MONUMENTED       NGS
 AB9008  HISTORY     - 20120514 GOOD             INDIV
 AB9008
 AB9008                          STATION DESCRIPTION
 AB9008
 AB9008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9008'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9008'BLUNT, THENCE 14.7 KM (9.15 MI) EASTERLY ALONG U.S. HIGHWAY 14, 75.0 M
 AB9008'(246.1 FT) EAST OF MILEPOST 260, 23.6 M (77.4 FT) SOUTH OF THE HIGHWAY
 AB9008'CENTERLINE, 18.3 M (60.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 2.6
 AB9008'M (8.5 FT) NORTHWEST OF A UTILITY POLE, 1.7 M (5.6 FT) BELOW THE LEVEL
 AB9008'OF THE HIGHWAY, 1.2 M (3.9 FT) WEST OF AN UNDERGROUND CABLE WARNING
 AB9008'SIGN, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE
 AB9008'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB9008'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9008
 AB9008                          STATION RECOVERY (2012)
 AB9008
 AB9008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5590 ***********************************************************************
 AC5590  DESIGNATION -  L 465
 AC5590  PID         -  AC5590
 AC5590  STATE/COUNTY-  SD/PENNINGTON
 AC5590  COUNTRY     -  US
 AC5590  USGS QUAD   -  HILL CITY (2017)
 AC5590
 AC5590                         *CURRENT SURVEY CONTROL
 AC5590  ______________________________________________________________________
 AC5590* NAD 83(1986) POSITION- 43 56 33.     (N) 103 30 47.     (W)   SCALED
 AC5590* NAVD 88 ORTHO HEIGHT -  1457.696 (meters)     4782.46  (feet) ADJUSTED
 AC5590  ______________________________________________________________________
 AC5590  GEOID HEIGHT    -        -14.045 (meters)                     GEOID18
 AC5590  DYNAMIC HEIGHT  -       1457.055 (meters)     4780.35  (feet) COMP
 AC5590  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 AC5590
 AC5590  VERT ORDER      -  FIRST     CLASS II
 AC5590
 AC5590.The horizontal coordinates were scaled from a map and have
 AC5590.an estimated accuracy of +/- 6 seconds.
 AC5590
 AC5590.The orthometric height was determined by differential leveling and
 AC5590.adjusted by the NATIONAL GEODETIC SURVEY
 AC5590.in October 1997.
 AC5590
 AC5590.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5590.GEOID18 height accuracy estimate available here.
 AC5590
 AC5590.Click photographs - Photos may exist for this station.
 AC5590
 AC5590.The dynamic height is computed by dividing the NAVD 88
 AC5590.geopotential number by the normal gravity value computed on the
 AC5590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5590.degrees latitude (g = 980.6199 gals.).
 AC5590
 AC5590.The modeled gravity was interpolated from observed gravity values.
 AC5590
 AC5590;                    North         East    Units  Estimated Accuracy
 AC5590;SPC SD S     -   183,650.      344,800.      MT  (+/- 180 meters Scaled)
 AC5590
 AC5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ193665(NAD 83)
 AC5590
 AC5590                          SUPERSEDED SURVEY CONTROL
 AC5590
 AC5590.No superseded survey control is available for this station.
 AC5590
 AC5590_MARKER: DV = VERTICAL CONTROL DISK
 AC5590_SETTING: 66 = SET IN ROCK OUTCROP
 AC5590_STAMPING: L 465 1995
 AC5590_MARK LOGO: NGS
 AC5590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5590+STABILITY: POSITION/ELEVATION WELL
 AC5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5590+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5590
 AC5590  HISTORY     - Date     Condition        Report By
 AC5590  HISTORY     - 1995     MONUMENTED       NGS
 AC5590
 AC5590                          STATION DESCRIPTION
 AC5590
 AC5590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5590'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5590'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 8.2 KM (5.10 MI)
 AC5590'WESTRELY ALONG U.S. HIGHWAY 16, NEAR THE CENTER OF A LARGE EXPOSED
 AC5590'AREA OF BEDROCK IN A HIGHWAY CUT, 941.0 M (3087.3 FT) EAST OF MILEPOST
 AC5590'45, 714.0 M (2342.5 FT) WEST OF MILEPOST 46, 57.3 M (188.0 FT) SOUTH
 AC5590'OF THE CENTER OF A DRIVEWAY AND GATE, 22.7 M (74.5 FT) NORTH OF THE
 AC5590'EXTENDED CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 12690, 14.7 M
 AC5590'(48.2 FT) WEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE
 AC5590'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9083 ***********************************************************************
 AB9083  DESIGNATION -  L 466
 AB9083  PID         -  AB9083
 AB9083  STATE/COUNTY-  SD/STANLEY
 AB9083  COUNTRY     -  US
 AB9083  USGS QUAD   -  PRINCES RANCH (2017)
 AB9083
 AB9083                         *CURRENT SURVEY CONTROL
 AB9083  ______________________________________________________________________
 AB9083* NAD 83(1986) POSITION- 44 22 43.     (N) 100 49 28.     (W)   SCALED
 AB9083* NAVD 88 ORTHO HEIGHT -   600.589 (meters)     1970.43  (feet) ADJUSTED
 AB9083  ______________________________________________________________________
 AB9083  GEOID HEIGHT    -        -22.778 (meters)                     GEOID18
 AB9083  DYNAMIC HEIGHT  -        600.455 (meters)     1969.99  (feet) COMP
 AB9083  MODELED GRAVITY -    980,374.9   (mgal)                       NAVD 88
 AB9083
 AB9083  VERT ORDER      -  FIRST     CLASS II
 AB9083
 AB9083.The horizontal coordinates were scaled from a map and have
 AB9083.an estimated accuracy of +/- 6 seconds.
 AB9083
 AB9083.The orthometric height was determined by differential leveling and
 AB9083.adjusted by the NATIONAL GEODETIC SURVEY
 AB9083.in October 1997.
 AB9083
 AB9083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9083.GEOID18 height accuracy estimate available here.
 AB9083
 AB9083.Click photographs - Photos may exist for this station.
 AB9083
 AB9083.The dynamic height is computed by dividing the NAVD 88
 AB9083.geopotential number by the normal gravity value computed on the
 AB9083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9083.degrees latitude (g = 980.6199 gals.).
 AB9083
 AB9083.The modeled gravity was interpolated from observed gravity values.
 AB9083
 AB9083;                    North         East    Units  Estimated Accuracy
 AB9083;SPC SD S     -   227,340.      560,860.      MT  (+/- 180 meters Scaled)
 AB9083
 AB9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ546155(NAD 83)
 AB9083
 AB9083                          SUPERSEDED SURVEY CONTROL
 AB9083
 AB9083.No superseded survey control is available for this station.
 AB9083
 AB9083_MARKER: I = METAL ROD
 AB9083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9083_STAMPING: L 466 1995
 AB9083_MARK LOGO: NGS
 AB9083_PROJECTION: FLUSH
 AB9083_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9083+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9083_ROD/PIPE-DEPTH: 3.5 meters
 AB9083_SLEEVE-DEPTH  : 0.9 meters
 AB9083
 AB9083  HISTORY     - Date     Condition        Report By
 AB9083  HISTORY     - 1995     MONUMENTED       NGS
 AB9083  HISTORY     - 20120531 GOOD             INDIV
 AB9083
 AB9083                          STATION DESCRIPTION
 AB9083
 AB9083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9083'15.8 KM (9.80 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9083'IN HAYES, 94.7 M (310.7 FT) WEST OF MILEPOST 205, 34.2 M (112.2 FT)
 AB9083'NORTHEAST OF THE NORTHWEST END OF A CULVERT UNDER THE HIGHWAY, 22.8 M
 AB9083'(74.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT)
 AB9083'SOUTHWEST OF THE SOUTHWEST END OF 4 BRACED FENCE POSTS, 1.7 M (5.6 FT)
 AB9083'BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF A
 AB9083'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9083'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR
 AB9083'A CLASS A MARK.
 AB9083
 AB9083                          STATION RECOVERY (2012)
 AB9083
 AB9083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2008 ***********************************************************************
 AE2008  DESIGNATION -  L 467
 AE2008  PID         -  AE2008
 AE2008  STATE/COUNTY-  SD/CODINGTON
 AE2008  COUNTRY     -  US
 AE2008  USGS QUAD   -  WATERTOWN WEST (2017)
 AE2008
 AE2008                         *CURRENT SURVEY CONTROL
 AE2008  ______________________________________________________________________
 AE2008* NAD 83(1986) POSITION- 44 53 24.     (N) 097 14 58.     (W)   SCALED
 AE2008* NAVD 88 ORTHO HEIGHT -   525.940 (meters)     1725.52  (feet) ADJUSTED
 AE2008  ______________________________________________________________________
 AE2008  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 AE2008  DYNAMIC HEIGHT  -        525.863 (meters)     1725.27  (feet) COMP
 AE2008  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE2008
 AE2008  VERT ORDER      -  FIRST     CLASS II
 AE2008
 AE2008.The horizontal coordinates were scaled from a map and have
 AE2008.an estimated accuracy of +/- 6 seconds.
 AE2008
 AE2008.The orthometric height was determined by differential leveling and
 AE2008.adjusted by the NATIONAL GEODETIC SURVEY
 AE2008.in July 1998.
 AE2008
 AE2008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2008.GEOID18 height accuracy estimate available here.
 AE2008
 AE2008.Click photographs - Photos may exist for this station.
 AE2008
 AE2008.The dynamic height is computed by dividing the NAVD 88
 AE2008.geopotential number by the normal gravity value computed on the
 AE2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2008.degrees latitude (g = 980.6199 gals.).
 AE2008
 AE2008.The modeled gravity was interpolated from observed gravity values.
 AE2008
 AE2008;                    North         East    Units  Estimated Accuracy
 AE2008;SPC SD N     -   121,110.      817,230.      MT  (+/- 180 meters Scaled)
 AE2008
 AE2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ382722(NAD 83)
 AE2008
 AE2008                          SUPERSEDED SURVEY CONTROL
 AE2008
 AE2008.No superseded survey control is available for this station.
 AE2008
 AE2008_MARKER: I = METAL ROD
 AE2008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2008_STAMPING: L 467 1995
 AE2008_MARK LOGO: NGS
 AE2008_PROJECTION: FLUSH
 AE2008_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE2008+STABILITY: POSITION/ELEVATION WELL
 AE2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2008+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 AE2008_ROD/PIPE-DEPTH: 18.6 meters
 AE2008_SLEEVE-DEPTH  : 10.9 meters
 AE2008
 AE2008  HISTORY     - Date     Condition        Report By
 AE2008  HISTORY     - 1995     MONUMENTED       NGS
 AE2008  HISTORY     - 19950919 GOOD             NGS
 AE2008  HISTORY     - 19961011 GOOD             CHANCE
 AE2008  HISTORY     - 20160914 GOOD             INDIV
 AE2008
 AE2008                          STATION DESCRIPTION
 AE2008
 AE2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2008'11.0 KM (6.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2008'U.S. HIGHWAY 81 IN WATERTOWN, 417.0 M (1368.1 FT) EAST OF MILEPOST
 AE2008'370, 43.0 M (141.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AE2008'OF THE HIGHWAY, 11.2 M (36.7 FT) SOUTHEAST OF A FENCE CORNER, 10.7 M
 AE2008'(35.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 4.4 M (14.4 FT) EAST
 AE2008'OF A WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AE2008'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE2008'CAP.
 AE2008
 AE2008                          STATION RECOVERY (1996)
 AE2008
 AE2008'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2008'11.0 KM (6.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2008'U.S. HIGHWAY 81 IN WATERTOWN, 417.0 M (1368.1 FT) EAST OF MILEPOST
 AE2008'370, 43.0 M (141.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AE2008'OF THE HIGHWAY, 11.2 M (36.7 FT) SOUTHEAST OF A FENCE CORNER, 10.7 M
 AE2008'(35.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 4.4 M (14.4 FT) EAST
 AE2008'OF A WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AE2008'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE2008'CAP.
 AE2008
 AE2008                          STATION RECOVERY (2016)
 AE2008
 AE2008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RES)
 AE2008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5813 ***********************************************************************
 AE5813  DESIGNATION -  L 468
 AE5813  PID         -  AE5813
 AE5813  STATE/COUNTY-  SD/SPINK
 AE5813  COUNTRY     -  US
 AE5813  USGS QUAD   -  DOLAND (2017)
 AE5813
 AE5813                         *CURRENT SURVEY CONTROL
 AE5813  ______________________________________________________________________
 AE5813* NAD 83(1986) POSITION- 44 53 33.     (N) 098 03 51.     (W)   SCALED
 AE5813* NAVD 88 ORTHO HEIGHT -   419.081 (meters)     1374.93  (feet) ADJUSTED
 AE5813  ______________________________________________________________________
 AE5813  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 AE5813  DYNAMIC HEIGHT  -        419.035 (meters)     1374.78  (feet) COMP
 AE5813  MODELED GRAVITY -    980,493.5   (mgal)                       NAVD 88
 AE5813
 AE5813  VERT ORDER      -  FIRST     CLASS II
 AE5813
 AE5813.The horizontal coordinates were scaled from a map and have
 AE5813.an estimated accuracy of +/- 6 seconds.
 AE5813
 AE5813.The orthometric height was determined by differential leveling and
 AE5813.adjusted by the NATIONAL GEODETIC SURVEY
 AE5813.in July 1998.
 AE5813
 AE5813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5813.GEOID18 height accuracy estimate available here.
 AE5813
 AE5813.Click photographs - Photos may exist for this station.
 AE5813
 AE5813.The dynamic height is computed by dividing the NAVD 88
 AE5813.geopotential number by the normal gravity value computed on the
 AE5813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5813.degrees latitude (g = 980.6199 gals.).
 AE5813
 AE5813.The modeled gravity was interpolated from observed gravity values.
 AE5813
 AE5813;                    North         East    Units  Estimated Accuracy
 AE5813;SPC SD N     -   119,530.      752,900.      MT  (+/- 180 meters Scaled)
 AE5813
 AE5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ738714(NAD 83)
 AE5813
 AE5813                          SUPERSEDED SURVEY CONTROL
 AE5813
 AE5813.No superseded survey control is available for this station.
 AE5813
 AE5813_MARKER: I = METAL ROD
 AE5813_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5813_STAMPING: L 468 1995
 AE5813_MARK LOGO: NGS
 AE5813_PROJECTION: FLUSH
 AE5813_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5813+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5813_ROD/PIPE-DEPTH: 4.8 meters
 AE5813_SLEEVE-DEPTH  : 0.9 meters
 AE5813
 AE5813  HISTORY     - Date     Condition        Report By
 AE5813  HISTORY     - 1995     MONUMENTED       NGS
 AE5813
 AE5813                          STATION DESCRIPTION
 AE5813
 AE5813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5813'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5813'HUMPHREY DRIVE IN DOLAND, 574.0 M (1883.2 FT) EAST OF MILEPOST 329,
 AE5813'29.7 M (97.4 FT) EAST OF THE EXTENDED CENTER OF A GRAVELED ROAD
 AE5813'LEADING NORTH, 16.8 M (55.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M
 AE5813'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A
 AE5813'WITNESS POST AND THE MOST WESTERLY OF 2 BRACED FENCE POSTS.
 AE5813'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5813'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5843 ***********************************************************************
 AE5843  DESIGNATION -  L 469
 AE5843  PID         -  AE5843
 AE5843  STATE/COUNTY-  SD/SPINK
 AE5843  COUNTRY     -  US
 AE5843  USGS QUAD   -  ZELL (2017)
 AE5843
 AE5843                         *CURRENT SURVEY CONTROL
 AE5843  ______________________________________________________________________
 AE5843* NAD 83(1986) POSITION- 44 53 50.     (N) 098 43 01.     (W)   SCALED
 AE5843* NAVD 88 ORTHO HEIGHT -   409.225 (meters)     1342.60  (feet) ADJUSTED
 AE5843  ______________________________________________________________________
 AE5843  GEOID HEIGHT    -        -24.237 (meters)                     GEOID18
 AE5843  DYNAMIC HEIGHT  -        409.175 (meters)     1342.44  (feet) COMP
 AE5843  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 AE5843
 AE5843  VERT ORDER      -  FIRST     CLASS II
 AE5843
 AE5843.The horizontal coordinates were scaled from a map and have
 AE5843.an estimated accuracy of +/- 6 seconds.
 AE5843
 AE5843.The orthometric height was determined by differential leveling and
 AE5843.adjusted by the NATIONAL GEODETIC SURVEY
 AE5843.in July 1998.
 AE5843
 AE5843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5843.GEOID18 height accuracy estimate available here.
 AE5843
 AE5843.Click photographs - Photos may exist for this station.
 AE5843
 AE5843.The dynamic height is computed by dividing the NAVD 88
 AE5843.geopotential number by the normal gravity value computed on the
 AE5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5843.degrees latitude (g = 980.6199 gals.).
 AE5843
 AE5843.The modeled gravity was interpolated from observed gravity values.
 AE5843
 AE5843;                    North         East    Units  Estimated Accuracy
 AE5843;SPC SD N     -   119,030.      701,340.      MT  (+/- 180 meters Scaled)
 AE5843
 AE5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ223715(NAD 83)
 AE5843
 AE5843                          SUPERSEDED SURVEY CONTROL
 AE5843
 AE5843.No superseded survey control is available for this station.
 AE5843
 AE5843_MARKER: I = METAL ROD
 AE5843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5843_STAMPING: L 469 1996
 AE5843_MARK LOGO: NGS
 AE5843_PROJECTION: FLUSH
 AE5843_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5843+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5843_ROD/PIPE-DEPTH: 8.4 meters
 AE5843_SLEEVE-DEPTH  : 0.9 meters
 AE5843
 AE5843  HISTORY     - Date     Condition        Report By
 AE5843  HISTORY     - 1996     MONUMENTED       NGS
 AE5843
 AE5843                          STATION DESCRIPTION
 AE5843
 AE5843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5843'15.9 KM (9.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5843'U.S. HIGHWAY 281 IN REDFIELD, 827.0 M (2713.2 FT) EAST OF MILEPOST
 AE5843'296, 25.7 M (84.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT)
 AE5843'EAST OF THE CENTER OF A GRAVELED ROAD AND THE SPINK-FAULK COUNTY LINE,
 AE5843'6.0 M (19.7 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.3
 AE5843'M (7.5 FT) NORTHWEST OF A WATER VALVE, AND 0.5 M (1.6 FT) WEST OF A
 AE5843'WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE5843'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5843'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0312 ***********************************************************************
 PS0312  DESIGNATION -  L 47
 PS0312  PID         -  PS0312
 PS0312  STATE/COUNTY-  SD/HYDE
 PS0312  COUNTRY     -  US
 PS0312  USGS QUAD   -  RICE LAKE (2017)
 PS0312
 PS0312                         *CURRENT SURVEY CONTROL
 PS0312  ______________________________________________________________________
 PS0312* NAD 83(1986) POSITION- 44 48 32.     (N) 099 26 59.     (W)   SCALED
 PS0312* NAVD 88 ORTHO HEIGHT -   548.857 (meters)     1800.71  (feet) ADJUSTED
 PS0312  ______________________________________________________________________
 PS0312  GEOID HEIGHT    -        -23.111 (meters)                     GEOID18
 PS0312  DYNAMIC HEIGHT  -        548.779 (meters)     1800.45  (feet) COMP
 PS0312  MODELED GRAVITY -    980,457.8   (mgal)                       NAVD 88
 PS0312
 PS0312  VERT ORDER      -  SECOND    CLASS 0
 PS0312
 PS0312.The horizontal coordinates were scaled from a map and have
 PS0312.an estimated accuracy of +/- 6 seconds.
 PS0312
 PS0312.The orthometric height was determined by differential leveling and
 PS0312.adjusted by the NATIONAL GEODETIC SURVEY
 PS0312.in June 1991.
 PS0312
 PS0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0312.GEOID18 height accuracy estimate available here.
 PS0312
 PS0312.Click photographs - Photos may exist for this station.
 PS0312
 PS0312.The dynamic height is computed by dividing the NAVD 88
 PS0312.geopotential number by the normal gravity value computed on the
 PS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0312.degrees latitude (g = 980.6199 gals.).
 PS0312
 PS0312.The modeled gravity was interpolated from observed gravity values.
 PS0312
 PS0312;                    North         East    Units  Estimated Accuracy
 PS0312;SPC SD N     -   108,550.      643,530.      MT  (+/- 180 meters Scaled)
 PS0312
 PS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ644618(NAD 83)
 PS0312
 PS0312                          SUPERSEDED SURVEY CONTROL
 PS0312
 PS0312  NGVD 29 (??/??/92)  548.511  (m)         1799.57   (f) ADJ UNCH    2 0
 PS0312
 PS0312.Superseded values are not recommended for survey control.
 PS0312
 PS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0312.See file dsdata.pdf to determine how the superseded data were derived.
 PS0312
 PS0312_MARKER: DB = BENCH MARK DISK
 PS0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0312_STAMPING: L 47 1934
 PS0312_MARK LOGO: CGS
 PS0312_PROJECTION: PROJECTING 13 CENTIMETERS
 PS0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0312+STABILITY: SURFACE MOTION
 PS0312
 PS0312  HISTORY     - Date     Condition        Report By
 PS0312  HISTORY     - 1934     MONUMENTED       CGS
 PS0312  HISTORY     - 1940     GOOD             CGS
 PS0312
 PS0312                          STATION DESCRIPTION
 PS0312
 PS0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0312'20.4 MI S FROM SENECA.
 PS0312'IN HYDE COUNTY, 20.4 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE
 PS0312'POST OFFICE AT SENECA, FAULK COUNTY, AT THE INTERSECTION OF A
 PS0312'SECTION-LINE ROAD, 96.5 FEET EAST OF THE CENTERLINE OF THE
 PS0312'HIGHMORE ROAD, 38.7 FEET NORTH OF THE NORTH WHEEL-TRACK OF THE
 PS0312'SECTION-LINE ROAD, AND 0.8 FOOT NORTH OF A WHITE WOODEN WITNESS
 PS0312'POST.  A STANDARD DISK, STAMPED L 47 1934 AND SET IN THE TOP OF
 PS0312'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5854 ***********************************************************************
 AE5854  DESIGNATION -  L 470
 AE5854  PID         -  AE5854
 AE5854  STATE/COUNTY-  SD/HAND
 AE5854  COUNTRY     -  US
 AE5854  USGS QUAD   -  MILLER (2017)
 AE5854
 AE5854                         *CURRENT SURVEY CONTROL
 AE5854  ______________________________________________________________________
 AE5854* NAD 83(1986) POSITION- 44 33 44.     (N) 098 59 22.     (W)   SCALED
 AE5854* NAVD 88 ORTHO HEIGHT -   465.632 (meters)     1527.66  (feet) ADJUSTED
 AE5854  ______________________________________________________________________
 AE5854  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 AE5854  DYNAMIC HEIGHT  -        465.546 (meters)     1527.38  (feet) COMP
 AE5854  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 AE5854
 AE5854  VERT ORDER      -  FIRST     CLASS II
 AE5854
 AE5854.The horizontal coordinates were scaled from a map and have
 AE5854.an estimated accuracy of +/- 6 seconds.
 AE5854
 AE5854.The orthometric height was determined by differential leveling and
 AE5854.adjusted by the NATIONAL GEODETIC SURVEY
 AE5854.in July 1998.
 AE5854
 AE5854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5854.GEOID18 height accuracy estimate available here.
 AE5854
 AE5854.Click photographs - Photos may exist for this station.
 AE5854
 AE5854.The dynamic height is computed by dividing the NAVD 88
 AE5854.geopotential number by the normal gravity value computed on the
 AE5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5854.degrees latitude (g = 980.6199 gals.).
 AE5854
 AE5854.The modeled gravity was interpolated from observed gravity values.
 AE5854
 AE5854;                    North         East    Units  Estimated Accuracy
 AE5854;SPC SD N     -    81,500.      680,280.      MT  (+/- 180 meters Scaled)
 AE5854
 AE5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ008343(NAD 83)
 AE5854
 AE5854                          SUPERSEDED SURVEY CONTROL
 AE5854
 AE5854.No superseded survey control is available for this station.
 AE5854
 AE5854_MARKER: I = METAL ROD
 AE5854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5854_STAMPING: L 470 1996
 AE5854_MARK LOGO: NGS
 AE5854_PROJECTION: FLUSH
 AE5854_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5854+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5854_ROD/PIPE-DEPTH: 6.9 meters
 AE5854_SLEEVE-DEPTH  : 0.9 meters
 AE5854
 AE5854  HISTORY     - Date     Condition        Report By
 AE5854  HISTORY     - 1996     MONUMENTED       NGS
 AE5854
 AE5854                          STATION DESCRIPTION
 AE5854
 AE5854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5854'4.8 KM (3.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 AE5854'IN MILLER, 705.0 M (2313.0 FT) SOUTH OF MILEPOST 115, 15.7 M (51.5 FT)
 AE5854'WEST OF THE HIGHWAY CENTERLINE, 14.4 M (47.2 FT) NORTH OF THE CENTER
 AE5854'OF A FIELD ENTRANCE AND GATE, 2.9 M (9.5 FT) NORTH OF A T-JUNCTION
 AE5854'UTILITY POLE WITH A GUY CABLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 AE5854'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 AE5854'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5854'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4120 ***********************************************************************
 AE4120  DESIGNATION -  L 471
 AE4120  PID         -  AE4120
 AE4120  STATE/COUNTY-  SD/POTTER
 AE4120  COUNTRY     -  US
 AE4120  USGS QUAD   -  SENECA (2017)
 AE4120
 AE4120                         *CURRENT SURVEY CONTROL
 AE4120  ______________________________________________________________________
 AE4120* NAD 83(1986) POSITION- 45 03 26.     (N) 099 35 38.     (W)   SCALED
 AE4120* NAVD 88 ORTHO HEIGHT -   600.609 (meters)     1970.50  (feet) ADJUSTED
 AE4120  ______________________________________________________________________
 AE4120  GEOID HEIGHT    -        -22.754 (meters)                     GEOID18
 AE4120  DYNAMIC HEIGHT  -        600.526 (meters)     1970.23  (feet) COMP
 AE4120  MODELED GRAVITY -    980,458.4   (mgal)                       NAVD 88
 AE4120
 AE4120  VERT ORDER      -  FIRST     CLASS II
 AE4120
 AE4120.The horizontal coordinates were scaled from a map and have
 AE4120.an estimated accuracy of +/- 6 seconds.
 AE4120
 AE4120.The orthometric height was determined by differential leveling and
 AE4120.adjusted by the NATIONAL GEODETIC SURVEY
 AE4120.in July 1998.
 AE4120
 AE4120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4120.GEOID18 height accuracy estimate available here.
 AE4120
 AE4120.Click photographs - Photos may exist for this station.
 AE4120
 AE4120.The dynamic height is computed by dividing the NAVD 88
 AE4120.geopotential number by the normal gravity value computed on the
 AE4120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4120.degrees latitude (g = 980.6199 gals.).
 AE4120
 AE4120.The modeled gravity was interpolated from observed gravity values.
 AE4120
 AE4120;                    North         East    Units  Estimated Accuracy
 AE4120;SPC SD N     -   136,080.      631,990.      MT  (+/- 180 meters Scaled)
 AE4120
 AE4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ532894(NAD 83)
 AE4120
 AE4120                          SUPERSEDED SURVEY CONTROL
 AE4120
 AE4120.No superseded survey control is available for this station.
 AE4120
 AE4120_MARKER: I = METAL ROD
 AE4120_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4120_STAMPING: L 471 1996
 AE4120_MARK LOGO: NGS
 AE4120_PROJECTION: FLUSH
 AE4120_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4120+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4120_ROD/PIPE-DEPTH: 7.3 meters
 AE4120_SLEEVE-DEPTH  : 0.9 meters
 AE4120
 AE4120  HISTORY     - Date     Condition        Report By
 AE4120  HISTORY     - 1996     MONUMENTED       NGS
 AE4120  HISTORY     - 20120613 GOOD             INDIV
 AE4120
 AE4120                          STATION DESCRIPTION
 AE4120
 AE4120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4120'29.8 KM (18.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4120'OF EXENE STREET IN GETTYSBURG, 133.0 M (436.4 FT) WEST OF MILEPOST
 AE4120'244, 30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7
 AE4120'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) SOUTH OF A
 AE4120'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AE4120'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4120'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4120'MARK.
 AE4120
 AE4120                          STATION RECOVERY (2012)
 AE4120
 AE4120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0371 ***********************************************************************
 PS0371  DESIGNATION -  L 48
 PS0371  PID         -  PS0371
 PS0371  STATE/COUNTY-  SD/HYDE
 PS0371  COUNTRY     -  US
 PS0371  USGS QUAD   -  STEPHAN (2017)
 PS0371
 PS0371                         *CURRENT SURVEY CONTROL
 PS0371  ______________________________________________________________________
 PS0371* NAD 83(1986) POSITION- 44 14 29.     (N) 099 26 34.     (W)   SCALED
 PS0371* NAVD 88 ORTHO HEIGHT -   549.467 (meters)     1802.71  (feet) ADJUSTED
 PS0371  ______________________________________________________________________
 PS0371  GEOID HEIGHT    -        -24.286 (meters)                     GEOID18
 PS0371  DYNAMIC HEIGHT  -        549.348 (meters)     1802.32  (feet) COMP
 PS0371  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 PS0371
 PS0371  VERT ORDER      -  SECOND    CLASS 0
 PS0371
 PS0371.The horizontal coordinates were scaled from a map and have
 PS0371.an estimated accuracy of +/- 6 seconds.
 PS0371
 PS0371.The orthometric height was determined by differential leveling and
 PS0371.adjusted by the NATIONAL GEODETIC SURVEY
 PS0371.in June 1991.
 PS0371
 PS0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0371.GEOID18 height accuracy estimate available here.
 PS0371
 PS0371.Click photographs - Photos may exist for this station.
 PS0371
 PS0371.The dynamic height is computed by dividing the NAVD 88
 PS0371.geopotential number by the normal gravity value computed on the
 PS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0371.degrees latitude (g = 980.6199 gals.).
 PS0371
 PS0371.The modeled gravity was interpolated from observed gravity values.
 PS0371
 PS0371;                    North         East    Units  Estimated Accuracy
 PS0371;SPC SD N     -    45,500.      644,510.      MT  (+/- 180 meters Scaled)
 PS0371
 PS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP646987(NAD 83)
 PS0371
 PS0371                          SUPERSEDED SURVEY CONTROL
 PS0371
 PS0371  NGVD 29 (??/??/92)  549.13   (m)         1801.6    (f) COMPUTED    2 0
 PS0371
 PS0371.Superseded values are not recommended for survey control.
 PS0371
 PS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0371.See file dsdata.pdf to determine how the superseded data were derived.
 PS0371
 PS0371_MARKER: DB = BENCH MARK DISK
 PS0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0371_SP_SET: BRIDGE
 PS0371_STAMPING: L 48 1934
 PS0371_MARK LOGO: CGS
 PS0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0371
 PS0371  HISTORY     - Date     Condition        Report By
 PS0371  HISTORY     - 1934     MONUMENTED       CGS
 PS0371  HISTORY     - 1946     GOOD             CGS
 PS0371
 PS0371                          STATION DESCRIPTION
 PS0371
 PS0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0371'19.4 MI S FROM HIGHMORE.
 PS0371'19.4 MILES SOUTH OF DEPOT AT HIGHMORE ALONG THE HIGHMORE-CHAMBERLAIN
 PS0371'HIWAY AT CONCRETE CULVERT, 10 FEET SOUTH OF OLD BRIDGE.  SET IN
 PS0371'CENTER OF THE WEST HEADWALL, 2 FEET ABOVE LEVEL OF THE ROAD.
 PS0371
 PS0371                          STATION RECOVERY (1946)
 PS0371
 PS0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PS0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0372 ***********************************************************************
 PS0372  DESIGNATION -  L 48 RESET
 PS0372  PID         -  PS0372
 PS0372  STATE/COUNTY-  SD/HYDE
 PS0372  COUNTRY     -  US
 PS0372  USGS QUAD   -  STEPHAN (2017)
 PS0372
 PS0372                         *CURRENT SURVEY CONTROL
 PS0372  ______________________________________________________________________
 PS0372* NAD 83(1986) POSITION- 44 14 29.     (N) 099 26 34.     (W)   SCALED
 PS0372* NAVD 88 ORTHO HEIGHT -   550.43  (meters)     1805.9   (feet) RESET
 PS0372  ______________________________________________________________________
 PS0372  GEOID HEIGHT    -        -24.286 (meters)                     GEOID18
 PS0372  VERT ORDER      -  THIRD
 PS0372
 PS0372.The horizontal coordinates were scaled from a map and have
 PS0372.an estimated accuracy of +/- 6 seconds.
 PS0372
 PS0372.The orthometric height was computed from unverified reset data.
 PS0372
 PS0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0372.GEOID18 height accuracy estimate available here.
 PS0372
 PS0372.Click photographs - Photos may exist for this station.
 PS0372
 PS0372;                    North         East    Units  Estimated Accuracy
 PS0372;SPC SD N     -    45,500.      644,510.      MT  (+/- 180 meters Scaled)
 PS0372
 PS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP646987(NAD 83)
 PS0372
 PS0372                          SUPERSEDED SURVEY CONTROL
 PS0372
 PS0372.No superseded survey control is available for this station.
 PS0372
 PS0372_MARKER: DB = BENCH MARK DISK
 PS0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0372_SP_SET: BRIDGE
 PS0372_STAMPING: L 48 RESET 1955
 PS0372_MARK LOGO: CGS
 PS0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0372
 PS0372  HISTORY     - Date     Condition        Report By
 PS0372  HISTORY     - 1955     MONUMENTED       CGS
 PS0372
 PS0372                          STATION DESCRIPTION
 PS0372
 PS0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PS0372'19.4 MI S FROM HIGHMORE.
 PS0372'ABOUT 19.4 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE CHICAGO
 PS0372'AND NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY,
 PS0372'IN THE NORTH END OF THE WEST WHEEL GUARD OF A CONCRETE BRIDGE,
 PS0372'ABOUT 16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 PS0372'1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 48
 PS0372'RESET 1955.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0445 ***********************************************************************
 OR0445  DESIGNATION -  L 49
 OR0445  PID         -  OR0445
 OR0445  STATE/COUNTY-  SD/BRULE
 OR0445  COUNTRY     -  US
 OR0445  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0445
 OR0445                         *CURRENT SURVEY CONTROL
 OR0445  ______________________________________________________________________
 OR0445* NAD 83(1986) POSITION- 43 49 58.     (N) 099 18 25.     (W)   SCALED
 OR0445* NAVD 88 ORTHO HEIGHT -   525.220 (meters)     1723.16  (feet) ADJUSTED
 OR0445  ______________________________________________________________________
 OR0445  GEOID HEIGHT    -        -25.544 (meters)                     GEOID18
 OR0445  DYNAMIC HEIGHT  -        525.087 (meters)     1722.72  (feet) COMP
 OR0445  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 OR0445
 OR0445  VERT ORDER      -  FIRST     CLASS II
 OR0445
 OR0445.The horizontal coordinates were scaled from a map and have
 OR0445.an estimated accuracy of +/- 6 seconds.
 OR0445
 OR0445.The orthometric height was determined by differential leveling and
 OR0445.adjusted by the NATIONAL GEODETIC SURVEY
 OR0445.in June 1991.
 OR0445
 OR0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0445.GEOID18 height accuracy estimate available here.
 OR0445
 OR0445.Click photographs - Photos may exist for this station.
 OR0445
 OR0445.The dynamic height is computed by dividing the NAVD 88
 OR0445.geopotential number by the normal gravity value computed on the
 OR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0445.degrees latitude (g = 980.6199 gals.).
 OR0445
 OR0445.The modeled gravity was interpolated from observed gravity values.
 OR0445
 OR0445;                    North         East    Units  Estimated Accuracy
 OR0445;SPC SD S     -   167,090.      682,540.      MT  (+/- 180 meters Scaled)
 OR0445
 OR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP753533(NAD 83)
 OR0445
 OR0445                          SUPERSEDED SURVEY CONTROL
 OR0445
 OR0445  NGVD 29 (??/??/92)  524.89   (m)         1722.1    (f) COMPUTED    1 2
 OR0445
 OR0445.Superseded values are not recommended for survey control.
 OR0445
 OR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0445.See file dsdata.pdf to determine how the superseded data were derived.
 OR0445
 OR0445_MARKER: DB = BENCH MARK DISK
 OR0445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0445_SP_SET: CULVERT HEADWALL
 OR0445_STAMPING: L 49 1934
 OR0445_MARK LOGO: CGS
 OR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0445+STABILITY: SURFACE MOTION
 OR0445
 OR0445  HISTORY     - Date     Condition        Report By
 OR0445  HISTORY     - 1934     MONUMENTED       CGS
 OR0445
 OR0445                          STATION DESCRIPTION
 OR0445
 OR0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0445'2.1 MI N FROM CHAMBERLAIN.
 OR0445'2.1 MILES NORTH OF CITY HALL AT ALONG THE HIGHMORE-CHAMBERLAIN
 OR0445'HIWAY, 300 FEET NORTH OF LONG SLOPE TO SOUTH.  AT CULVERT, SET IN
 OR0445'CENTER OF THE WEST HEADWALL, ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0446 ***********************************************************************
 OR0446  DESIGNATION -  L 49 RESET
 OR0446  PID         -  OR0446
 OR0446  STATE/COUNTY-  SD/BRULE
 OR0446  COUNTRY     -  US
 OR0446  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0446
 OR0446                         *CURRENT SURVEY CONTROL
 OR0446  ______________________________________________________________________
 OR0446* NAD 83(1986) POSITION- 43 49 58.     (N) 099 18 24.     (W)   SCALED
 OR0446* NAVD 88 ORTHO HEIGHT -   524.75  (+/-2cm)     1721.6   (feet) VERTCON3
 OR0446  ______________________________________________________________________
 OR0446  GEOID HEIGHT    -        -25.544 (meters)                     GEOID18
 OR0446  VERT ORDER      -  THIRD (See Below)
 OR0446
 OR0446.The horizontal coordinates were scaled from a map and have
 OR0446.an estimated accuracy of +/- 6 seconds.
 OR0446
 OR0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0446
 OR0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0446.GEOID18 height accuracy estimate available here.
 OR0446
 OR0446.The vertical order pertains to the NGVD 29 superseded value.
 OR0446
 OR0446.Click photographs - Photos may exist for this station.
 OR0446
 OR0446;                    North         East    Units  Estimated Accuracy
 OR0446;SPC SD S     -   167,090.      682,570.      MT  (+/- 180 meters Scaled)
 OR0446
 OR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP753533(NAD 83)
 OR0446
 OR0446                          SUPERSEDED SURVEY CONTROL
 OR0446
 OR0446  NGVD 29 (??/??/??)  524.41   (m)         1720.5    (f) RESET       3  
 OR0446
 OR0446.Superseded values are not recommended for survey control.
 OR0446
 OR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0446.See file dsdata.pdf to determine how the superseded data were derived.
 OR0446
 OR0446_MARKER: DB = BENCH MARK DISK
 OR0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0446_STAMPING: L 49 RESET 1958
 OR0446_MARK LOGO: CGS
 OR0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0446+STABILITY: SURFACE MOTION
 OR0446
 OR0446  HISTORY     - Date     Condition        Report By
 OR0446  HISTORY     - 1958     MONUMENTED       CGS
 OR0446
 OR0446                          STATION DESCRIPTION
 OR0446
 OR0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0446'2.6 MI N FROM CHAMBERLAIN.
 OR0446'2.6 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH
 OR0446'U.S. HIGHWAY 16 AT CHAMBERLAIN, BRULE COUNTY, SOUTH OF A SMALL
 OR0446'DITCH, 130 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 1/2
 OR0446'FEET SOUTH OF POLE 5 AND 1 FOOT EAST OF A FENCE LINE.  (FENCE LINE
 OR0446'AND TELEPHONE LINE MAY BE MOVED EAST AFTER NEW ROAD IS COMPLETED).
 OR0446'A STANDARD DISK, STAMPED L 49 RESET 1958 AND SET IN THE TOP OF A
 OR0446'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0264 ***********************************************************************
 OQ0264  DESIGNATION -  L 5
 OQ0264  PID         -  OQ0264
 OQ0264  STATE/COUNTY-  SD/MINNEHAHA
 OQ0264  COUNTRY     -  US
 OQ0264  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ0264
 OQ0264                         *CURRENT SURVEY CONTROL
 OQ0264  ______________________________________________________________________
 OQ0264* NAD 83(1986) POSITION- 43 37 19.32   (N) 096 56 44.96   (W)   HD_HELD1
 OQ0264* NAVD 88 ORTHO HEIGHT -   478.144 (meters)     1568.71  (feet) ADJUSTED
 OQ0264  ______________________________________________________________________
 OQ0264  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OQ0264  DYNAMIC HEIGHT  -        478.015 (meters)     1568.29  (feet) COMP
 OQ0264  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 OQ0264
 OQ0264  VERT ORDER      -  FIRST     CLASS II
 OQ0264
 OQ0264.The horizontal coordinates were determined by differentially corrected
 OQ0264.hand held GPS observations or other comparable positioning techniques
 OQ0264.and have an estimated accuracy of +/- 3 meters.
 OQ0264
 OQ0264.The orthometric height was determined by differential leveling and
 OQ0264.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0264.in June 1991.
 OQ0264
 OQ0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0264.GEOID18 height accuracy estimate available here.
 OQ0264
 OQ0264.Click photographs - Photos may exist for this station.
 OQ0264
 OQ0264.The dynamic height is computed by dividing the NAVD 88
 OQ0264.geopotential number by the normal gravity value computed on the
 OQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0264.degrees latitude (g = 980.6199 gals.).
 OQ0264
 OQ0264.The modeled gravity was interpolated from observed gravity values.
 OQ0264
 OQ0264;                    North         East    Units  Estimated Accuracy
 OQ0264;SPC SD S     -   148,737.7     873,317.0     MT  (+/- 3 meters HH1 GPS) 
 OQ0264
 OQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6573531944(NAD 83)
 OQ0264
 OQ0264                          SUPERSEDED SURVEY CONTROL
 OQ0264
 OQ0264  NGVD 29 (??/??/92)  477.847  (m)         1567.74   (f) ADJ UNCH    1 2
 OQ0264
 OQ0264.Superseded values are not recommended for survey control.
 OQ0264
 OQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0264.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0264
 OQ0264_MARKER: DB = BENCH MARK DISK
 OQ0264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OQ0264_SP_SET: STEP
 OQ0264_STAMPING: 1567.736 L 5 1925
 OQ0264_MARK LOGO: CGS
 OQ0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0264+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2011
 OQ0264
 OQ0264  HISTORY     - Date     Condition        Report By
 OQ0264  HISTORY     - 1925     MONUMENTED       CGS
 OQ0264  HISTORY     - 1941     GOOD             CGS
 OQ0264  HISTORY     - 20110223 GOOD             INDIV
 OQ0264
 OQ0264                          STATION DESCRIPTION
 OQ0264
 OQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OQ0264'AT HARTFORD.
 OQ0264'AT HARTFORD, MINNEHAHA COUNTY, 1 BLOCK NORTH OF THE CHICAGO,
 OQ0264'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, AT THE NORTHWEST
 OQ0264'CORNER OF THE INTERSECTION OF THE FIRST STREET NORTH OF THE
 OQ0264'RAILROAD AND THE FIRST STREET EAST OF THE STATION, IN THE TOP OF
 OQ0264'THE BOTTOM STEP OF THE J. MUNDT BUILDING, AND 1 FOOT WEST OF THE
 OQ0264'EAST END OF THE STEP.  NOTE-- THE C. ST. P. MINN. AND O. RWY.
 OQ0264'IS NOW THE SOO LINE R.R.
 OQ0264
 OQ0264                          STATION RECOVERY (2011)
 OQ0264
 OQ0264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0260 ***********************************************************************
 OR0260  DESIGNATION -  L 5 B
 OR0260  PID         -  OR0260
 OR0260  STATE/COUNTY-  SD/CHARLES MIX
 OR0260  COUNTRY     -  US
 OR0260  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0260
 OR0260                         *CURRENT SURVEY CONTROL
 OR0260  ______________________________________________________________________
 OR0260* NAD 83(1986) POSITION- 43 04 14.     (N) 098 32 13.     (W)   SCALED
 OR0260* NAVD 88 ORTHO HEIGHT -   438.981 (meters)     1440.22  (feet) ADJUSTED
 OR0260  ______________________________________________________________________
 OR0260  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 OR0260  DYNAMIC HEIGHT  -        438.836 (meters)     1439.75  (feet) COMP
 OR0260  MODELED GRAVITY -    980,277.1   (mgal)                       NAVD 88
 OR0260
 OR0260  VERT ORDER      -  FIRST     CLASS II
 OR0260
 OR0260.The horizontal coordinates were scaled from a map and have
 OR0260.an estimated accuracy of +/- 6 seconds.
 OR0260
 OR0260.The orthometric height was determined by differential leveling and
 OR0260.adjusted by the NATIONAL GEODETIC SURVEY
 OR0260.in June 1991.
 OR0260
 OR0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0260.GEOID18 height accuracy estimate available here.
 OR0260
 OR0260.Click photographs - Photos may exist for this station.
 OR0260
 OR0260.The dynamic height is computed by dividing the NAVD 88
 OR0260.geopotential number by the normal gravity value computed on the
 OR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0260.degrees latitude (g = 980.6199 gals.).
 OR0260
 OR0260.The modeled gravity was interpolated from observed gravity values.
 OR0260
 OR0260;                    North         East    Units  Estimated Accuracy
 OR0260;SPC SD S     -    83,480.      746,290.      MT  (+/- 180 meters Scaled)
 OR0260
 OR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN376687(NAD 83)
 OR0260
 OR0260                          SUPERSEDED SURVEY CONTROL
 OR0260
 OR0260  NGVD 29 (??/??/92)  438.680  (m)         1439.24   (f) ADJ UNCH    1 2
 OR0260
 OR0260.Superseded values are not recommended for survey control.
 OR0260
 OR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0260.See file dsdata.pdf to determine how the superseded data were derived.
 OR0260
 OR0260_MARKER: DD = SURVEY DISK
 OR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0260_PROJECTION: FLUSH
 OR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0260+STABILITY: SURFACE MOTION
 OR0260
 OR0260  HISTORY     - Date     Condition        Report By
 OR0260  HISTORY     - UNK      MONUMENTED       USACE
 OR0260  HISTORY     - 1949     GOOD             CGS
 OR0260  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0260  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0260
 OR0260                          STATION DESCRIPTION
 OR0260
 OR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0260'AT PICKSTOWN.
 OR0260'AT PICKSTOWN, 0.35 MILE WEST ALONG THE ACCESS HIGHWAY FROM ITS
 OR0260'JUNCTION WITH LEWIS AVENUE, NEAR THE NORTH EDGE OF A HILL, 379.0
 OR0260'FEET NORTH OF THE CENTER LINE OF THE ACCESS HIGHWAY, ALONG THE
 OR0260'NORTH EDGE OF A CLEARING WHICH IS SURROUNDED BY A ROW OF TREES
 OR0260'ON THE NORTH, EAST AND SOUTH SIDES, 90.3 FEET WEST OF BENCH MARK
 OR0260'L 5 C (C. OF E.), 8.5 FEET NORTHWEST OF A GUARD POST, 8.6 FEET
 OR0260'SOUTHWEST OF A GUARD POST, 10.3 FEET SOUTHEAST OF A GUARD POST,
 OR0260'9.9 FEET NORTHEAST OF A GUARD POST, SET IN THE TOP OF A CONCRETE
 OR0260'POST WHICH IS 23 FEET IN LENGTH AND WHICH IS FLUSH WITH THE
 OR0260'GROUND.  NOTE-- TREES WHICH SURROUNDED BENCH MARK HAVE BEEN
 OR0260'REMOVED ALONG WITH GUARD POSTS.
 OR0260
 OR0260                          STATION RECOVERY (1962)
 OR0260
 OR0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0260'MARK NOT FOUND.
 OR0260
 OR0260                          STATION RECOVERY (2013)
 OR0260
 OR0260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1451 ***********************************************************************
 PU1451  DESIGNATION -  L 5 B 1
 PU1451  PID         -  PU1451
 PU1451  STATE/COUNTY-  SD/MEADE
 PU1451  COUNTRY     -  US
 PU1451  USGS QUAD   -  STURGIS (2017)
 PU1451
 PU1451                         *CURRENT SURVEY CONTROL
 PU1451  ______________________________________________________________________
 PU1451* NAD 83(1986) POSITION- 44 27 36.     (N) 103 30 24.     (W)   SCALED
 PU1451* NAVD 88 ORTHO HEIGHT -   978.640 (meters)     3210.75  (feet) ADJUSTED
 PU1451  ______________________________________________________________________
 PU1451  GEOID HEIGHT    -        -15.529 (meters)                     GEOID18
 PU1451  DYNAMIC HEIGHT  -        978.336 (meters)     3209.76  (feet) COMP
 PU1451  MODELED GRAVITY -    980,274.2   (mgal)                       NAVD 88
 PU1451
 PU1451  VERT ORDER      -  SECOND    CLASS 0
 PU1451
 PU1451.The horizontal coordinates were scaled from a map and have
 PU1451.an estimated accuracy of +/- 6 seconds.
 PU1451
 PU1451.The orthometric height was determined by differential leveling and
 PU1451.adjusted by the NATIONAL GEODETIC SURVEY
 PU1451.in June 1991.
 PU1451
 PU1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1451.GEOID18 height accuracy estimate available here.
 PU1451
 PU1451.Click photographs - Photos may exist for this station.
 PU1451
 PU1451.The dynamic height is computed by dividing the NAVD 88
 PU1451.geopotential number by the normal gravity value computed on the
 PU1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1451.degrees latitude (g = 980.6199 gals.).
 PU1451
 PU1451.The modeled gravity was interpolated from observed gravity values.
 PU1451
 PU1451;                    North         East    Units  Estimated Accuracy
 PU1451;SPC SD N     -    75,680.      321,020.      MT  (+/- 180 meters Scaled)
 PU1451
 PU1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK187240(NAD 83)
 PU1451
 PU1451                          SUPERSEDED SURVEY CONTROL
 PU1451
 PU1451  NGVD 29 (??/??/92)  978.13   (m)         3209.1    (f) COMPUTED    2 0
 PU1451
 PU1451.Superseded values are not recommended for survey control.
 PU1451
 PU1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1451.See file dsdata.pdf to determine how the superseded data were derived.
 PU1451
 PU1451_MARKER: Z = SEE DESCRIPTION
 PU1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1451_SP_SET: PIER
 PU1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1451
 PU1451  HISTORY     - Date     Condition        Report By
 PU1451  HISTORY     - UNK      MONUMENTED       USAF
 PU1451  HISTORY     - 1962     GOOD             CGS
 PU1451
 PU1451                          STATION DESCRIPTION
 PU1451
 PU1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1451'5.2 MI N FROM STURGIS.
 PU1451'4.3 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS
 PU1451'THENCE 0.9 MILE WEST ALONG A ROAD, 0.1 MILE EAST OF A RIGHT ANGLE
 PU1451'TURN IN THE ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU1451'THE CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU1451'PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1450 ***********************************************************************
 PU1450  DESIGNATION -  L 5 B 2
 PU1450  PID         -  PU1450
 PU1450  STATE/COUNTY-  SD/MEADE
 PU1450  COUNTRY     -  US
 PU1450  USGS QUAD   -  STURGIS (2017)
 PU1450
 PU1450                         *CURRENT SURVEY CONTROL
 PU1450  ______________________________________________________________________
 PU1450* NAD 83(1986) POSITION- 44 27 36.     (N) 103 30 39.     (W)   SCALED
 PU1450* NAVD 88 ORTHO HEIGHT -   994.804 (meters)     3263.79  (feet) ADJUSTED
 PU1450  ______________________________________________________________________
 PU1450  GEOID HEIGHT    -        -15.512 (meters)                     GEOID18
 PU1450  DYNAMIC HEIGHT  -        994.495 (meters)     3262.77  (feet) COMP
 PU1450  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 PU1450
 PU1450  VERT ORDER      -  SECOND    CLASS 0
 PU1450
 PU1450.The horizontal coordinates were scaled from a map and have
 PU1450.an estimated accuracy of +/- 6 seconds.
 PU1450
 PU1450.The orthometric height was determined by differential leveling and
 PU1450.adjusted by the NATIONAL GEODETIC SURVEY
 PU1450.in June 1991.
 PU1450
 PU1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1450.GEOID18 height accuracy estimate available here.
 PU1450
 PU1450.Click photographs - Photos may exist for this station.
 PU1450
 PU1450.The dynamic height is computed by dividing the NAVD 88
 PU1450.geopotential number by the normal gravity value computed on the
 PU1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1450.degrees latitude (g = 980.6199 gals.).
 PU1450
 PU1450.The modeled gravity was interpolated from observed gravity values.
 PU1450
 PU1450;                    North         East    Units  Estimated Accuracy
 PU1450;SPC SD N     -    75,690.      320,680.      MT  (+/- 180 meters Scaled)
 PU1450
 PU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK184240(NAD 83)
 PU1450
 PU1450                          SUPERSEDED SURVEY CONTROL
 PU1450
 PU1450  NGVD 29 (??/??/92)  994.30   (m)         3262.1    (f) COMPUTED    2 0
 PU1450
 PU1450.Superseded values are not recommended for survey control.
 PU1450
 PU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1450.See file dsdata.pdf to determine how the superseded data were derived.
 PU1450
 PU1450_MARKER: Z = SEE DESCRIPTION
 PU1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1450_STAMPING: L 5 B 2
 PU1450_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1450+STABILITY: SURFACE MOTION
 PU1450
 PU1450  HISTORY     - Date     Condition        Report By
 PU1450  HISTORY     - UNK      MONUMENTED       USAF
 PU1450  HISTORY     - 1962     GOOD             CGS
 PU1450
 PU1450                          STATION DESCRIPTION
 PU1450
 PU1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1450'5.6 MI N FROM STURGIS.
 PU1450'4.3 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1450'THENCE 1.0 MILE WEST ALONG A ROAD, THENCE 0.3 MILE WEST ACROSS
 PU1450'COUNTRY, IN A PASTURE AND ON TOP OF A LOW RIDGE, THE CENTER OF
 PU1450'A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU1450'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0345 ***********************************************************************
 OR0345  DESIGNATION -  L 5 C
 OR0345  PID         -  OR0345
 OR0345  STATE/COUNTY-  SD/CHARLES MIX
 OR0345  COUNTRY     -  US
 OR0345  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0345
 OR0345                         *CURRENT SURVEY CONTROL
 OR0345  ______________________________________________________________________
 OR0345* NAD 83(1986) POSITION- 43 04 14.     (N) 098 32 13.     (W)   SCALED
 OR0345* NAVD 88 ORTHO HEIGHT -   439.089 (meters)     1440.58  (feet) ADJUSTED
 OR0345  ______________________________________________________________________
 OR0345  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 OR0345  DYNAMIC HEIGHT  -        438.944 (meters)     1440.10  (feet) COMP
 OR0345  MODELED GRAVITY -    980,277.1   (mgal)                       NAVD 88
 OR0345
 OR0345  VERT ORDER      -  FIRST     CLASS II
 OR0345
 OR0345.The horizontal coordinates were scaled from a map and have
 OR0345.an estimated accuracy of +/- 6 seconds.
 OR0345
 OR0345.The orthometric height was determined by differential leveling and
 OR0345.adjusted by the NATIONAL GEODETIC SURVEY
 OR0345.in June 1991.
 OR0345
 OR0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0345.GEOID18 height accuracy estimate available here.
 OR0345
 OR0345.Click photographs - Photos may exist for this station.
 OR0345
 OR0345.The dynamic height is computed by dividing the NAVD 88
 OR0345.geopotential number by the normal gravity value computed on the
 OR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0345.degrees latitude (g = 980.6199 gals.).
 OR0345
 OR0345.The modeled gravity was interpolated from observed gravity values.
 OR0345
 OR0345;                    North         East    Units  Estimated Accuracy
 OR0345;SPC SD S     -    83,480.      746,290.      MT  (+/- 180 meters Scaled)
 OR0345
 OR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN376687(NAD 83)
 OR0345
 OR0345                          SUPERSEDED SURVEY CONTROL
 OR0345
 OR0345  NGVD 29 (??/??/92)  438.788  (m)         1439.59   (f) ADJ UNCH    1 2
 OR0345
 OR0345.Superseded values are not recommended for survey control.
 OR0345
 OR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0345.See file dsdata.pdf to determine how the superseded data were derived.
 OR0345
 OR0345_MARKER: DD = SURVEY DISK
 OR0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0345_MARK LOGO: USACE
 OR0345_PROJECTION: FLUSH
 OR0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0345+STABILITY: SURFACE MOTION
 OR0345
 OR0345  HISTORY     - Date     Condition        Report By
 OR0345  HISTORY     - UNK      MONUMENTED       USACE
 OR0345  HISTORY     - 1949     GOOD             CGS
 OR0345  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0345  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0345
 OR0345                          STATION DESCRIPTION
 OR0345
 OR0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0345'AT PICKSTOWN.
 OR0345'AT PICKSTOWN, 0.35 MILE WEST ALONG THE ACCESS HIGHWAY FROM THE
 OR0345'JUNCTION OF THE ACCESS HIGHWAY AND LEWIS AVENUE, NEAR THE NORTH
 OR0345'EDGE OF A HILL, 339 FEET NORTH OF THE CENTER LINE OF THE ACCESS
 OR0345'HIGHWAY, AT THE NORTHEAST CORNER OF A CLEARING WHICH IS
 OR0345'SURROUNDED BY ROWS OF TREES ON THE NORTH, EAST AND SOUTH SIDES,
 OR0345'90.3 FEET EAST OF BENCH MARK L-5-B, 8.4 FEET NORTHWEST OF A
 OR0345'GUARD POST, 8.3 FEET SOUTHWEST OF ANOTHER GUARD POST, SET IN THE
 OR0345'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OR0345'NOTE-- TREES AND GUARD POSTS WHICH SURROUND GUARD POSTS HAVE BEEN
 OR0345'REMOVED.
 OR0345
 OR0345                          STATION RECOVERY (1962)
 OR0345
 OR0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0345'MARK NOT FOUND.
 OR0345
 OR0345                          STATION RECOVERY (2013)
 OR0345
 OR0345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0346 ***********************************************************************
 OR0346  DESIGNATION -  L 5 D
 OR0346  PID         -  OR0346
 OR0346  STATE/COUNTY-  SD/CHARLES MIX
 OR0346  COUNTRY     -  US
 OR0346  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0346
 OR0346                         *CURRENT SURVEY CONTROL
 OR0346  ______________________________________________________________________
 OR0346* NAD 83(1986) POSITION- 43 04 09.     (N) 098 32 09.     (W)   SCALED
 OR0346* NAVD 88 ORTHO HEIGHT -   446.069 (meters)     1463.48  (feet) ADJUSTED
 OR0346  ______________________________________________________________________
 OR0346  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 OR0346  DYNAMIC HEIGHT  -        445.921 (meters)     1462.99  (feet) COMP
 OR0346  MODELED GRAVITY -    980,276.8   (mgal)                       NAVD 88
 OR0346
 OR0346  VERT ORDER      -  FIRST     CLASS II
 OR0346
 OR0346.The horizontal coordinates were scaled from a map and have
 OR0346.an estimated accuracy of +/- 6 seconds.
 OR0346
 OR0346.The orthometric height was determined by differential leveling and
 OR0346.adjusted by the NATIONAL GEODETIC SURVEY
 OR0346.in June 1994.
 OR0346
 OR0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0346.GEOID18 height accuracy estimate available here.
 OR0346
 OR0346.Click photographs - Photos may exist for this station.
 OR0346
 OR0346.The dynamic height is computed by dividing the NAVD 88
 OR0346.geopotential number by the normal gravity value computed on the
 OR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0346.degrees latitude (g = 980.6199 gals.).
 OR0346
 OR0346.The modeled gravity was interpolated from observed gravity values.
 OR0346
 OR0346;                    North         East    Units  Estimated Accuracy
 OR0346;SPC SD S     -    83,330.      746,390.      MT  (+/- 180 meters Scaled)
 OR0346
 OR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN377686(NAD 83)
 OR0346
 OR0346                          SUPERSEDED SURVEY CONTROL
 OR0346
 OR0346  NAVD 88 (06/15/91)  446.034  (m)         1463.36   (f) SUPERSEDED  1 2
 OR0346  NGVD 29 (??/??/92)  445.732  (m)         1462.37   (f) ADJ UNCH    1 2
 OR0346
 OR0346.Superseded values are not recommended for survey control.
 OR0346
 OR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0346.See file dsdata.pdf to determine how the superseded data were derived.
 OR0346
 OR0346_MARKER: DD = SURVEY DISK
 OR0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0346_MARK LOGO: USACE
 OR0346_PROJECTION: FLUSH
 OR0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0346+STABILITY: SURFACE MOTION
 OR0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0346+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0346
 OR0346  HISTORY     - Date     Condition        Report By
 OR0346  HISTORY     - UNK      MONUMENTED       USACE
 OR0346  HISTORY     - 1949     GOOD             CGS
 OR0346  HISTORY     - 19930919 GOOD             NGS
 OR0346  HISTORY     - 20121212 GOOD             INDIV
 OR0346
 OR0346                          STATION DESCRIPTION
 OR0346
 OR0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0346'AT PICKSTOWN.
 OR0346'AT PICKSTOWN, AT THE T-JUNCTION OF THE ACCESS HIGHWAY AND
 OR0346'MISSOURI DRIVE, 67 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0346'90 FEET WEST OF THE CENTER LINE OF MISSOURI DRIVE, 105 FEET EAST
 OR0346'OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH, 50 FEET WEST
 OR0346'SOUTHWEST OF THE CENTER LINE OF THE WEST END OF A PIPE CULVERT,
 OR0346'4 FEET NORTH OF A GUARD POST, 3.4 FEET SOUTH OF A GUARD POST, SET
 OR0346'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 23 FEET, THE DISK
 OR0346'BEING LEVEL WITH THE GROUND.
 OR0346
 OR0346                          STATION RECOVERY (1993)
 OR0346
 OR0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0346'0.6 KM (0.35 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR0346'STATE HIGHWAY 46 IN PICKSTOWN, 27.0 M (88.6 FT) WEST OF THE CENTER OF
 OR0346'MISSOURI DRIVE, 20.7 M (67.9 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OR0346'18.1 M (59.4 FT) WEST OF A UTILITY LIGHT POLE, 0.5 M (1.6 FT) BELOW
 OR0346'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 OR0346'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK IS
 OR0346'UNSTAMPED.
 OR0346
 OR0346                          STATION RECOVERY (2012)
 OR0346
 OR0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0262 ***********************************************************************
 OR0262  DESIGNATION -  L 5 E
 OR0262  PID         -  OR0262
 OR0262  STATE/COUNTY-  SD/CHARLES MIX
 OR0262  COUNTRY     -  US
 OR0262  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0262
 OR0262                         *CURRENT SURVEY CONTROL
 OR0262  ______________________________________________________________________
 OR0262* NAD 83(1986) POSITION- 43 03 45.     (N) 098 32 18.     (W)   SCALED
 OR0262* NAVD 88 ORTHO HEIGHT -   442.468 (meters)     1451.66  (feet) ADJUSTED
 OR0262  ______________________________________________________________________
 OR0262  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 OR0262  DYNAMIC HEIGHT  -        442.321 (meters)     1451.18  (feet) COMP
 OR0262  MODELED GRAVITY -    980,275.4   (mgal)                       NAVD 88
 OR0262
 OR0262  VERT ORDER      -  FIRST     CLASS II
 OR0262
 OR0262.The horizontal coordinates were scaled from a map and have
 OR0262.an estimated accuracy of +/- 6 seconds.
 OR0262
 OR0262.The orthometric height was determined by differential leveling and
 OR0262.adjusted by the NATIONAL GEODETIC SURVEY
 OR0262.in June 1991.
 OR0262
 OR0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0262.GEOID18 height accuracy estimate available here.
 OR0262
 OR0262.Click photographs - Photos may exist for this station.
 OR0262
 OR0262.The dynamic height is computed by dividing the NAVD 88
 OR0262.geopotential number by the normal gravity value computed on the
 OR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0262.degrees latitude (g = 980.6199 gals.).
 OR0262
 OR0262.The modeled gravity was interpolated from observed gravity values.
 OR0262
 OR0262;                    North         East    Units  Estimated Accuracy
 OR0262;SPC SD S     -    82,580.      746,200.      MT  (+/- 180 meters Scaled)
 OR0262
 OR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN375678(NAD 83)
 OR0262
 OR0262                          SUPERSEDED SURVEY CONTROL
 OR0262
 OR0262  NGVD 29 (??/??/92)  442.165  (m)         1450.67   (f) ADJ UNCH    1 2
 OR0262
 OR0262.Superseded values are not recommended for survey control.
 OR0262
 OR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0262.See file dsdata.pdf to determine how the superseded data were derived.
 OR0262
 OR0262_MARKER: DD = SURVEY DISK
 OR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0262+STABILITY: SURFACE MOTION
 OR0262
 OR0262  HISTORY     - Date     Condition        Report By
 OR0262  HISTORY     - UNK      MONUMENTED       USACE
 OR0262  HISTORY     - 1949     GOOD             CGS
 OR0262  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0262
 OR0262                          STATION DESCRIPTION
 OR0262
 OR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0262'AT PICKSTOWN.
 OR0262'AT PICKSTOWN, 0.6 MILE SOUTH ALONG MISSOURI DRIVE FROM THE
 OR0262'JUNCTION OF MISSOURI DRIVE AND THE ACCESS HIGHWAY, 123.0 FEET
 OR0262'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST TO A
 OR0262'PUBLIC OBSERVATION POINT, 103.0 FEET NORTHWEST OF A POINT IN LINE
 OR0262'WITH THE NORTHWEST SIDE OF A BLUE-GREY HOUSE, 3.0 FEET SOUTH OF
 OR0262'A POINT IN LINE WITH THE SOUTH SIDE OF A CREAM COLORED HOUSE,
 OR0262'5.1 FEET SOUTH OF A GUARD POST, 6.0 FEET WEST OF A GUARD POST,
 OR0262'5.3 FEET NORTH OF A GUARD POST, 5.4 FEET EAST OF A GUARD POST,
 OR0262'SET IN THE TOP OF A CONCRETE POST WHICH IS 23 FEET IN LENGTH
 OR0262'AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 OR0262
 OR0262                          STATION RECOVERY (2013)
 OR0262
 OR0262'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0293 ***********************************************************************
 PS0293  DESIGNATION -  L 50
 PS0293  PID         -  PS0293
 PS0293  STATE/COUNTY-  SD/HAND
 PS0293  COUNTRY     -  US
 PS0293  USGS QUAD   -  REE HEIGHTS (2017)
 PS0293
 PS0293                         *CURRENT SURVEY CONTROL
 PS0293  ______________________________________________________________________
 PS0293* NAD 83(1986) POSITION- 44 31 07.     (N) 099 13 00.     (W)   SCALED
 PS0293* NAVD 88 ORTHO HEIGHT -   530.448 (meters)     1740.31  (feet) ADJUSTED
 PS0293  ______________________________________________________________________
 PS0293  GEOID HEIGHT    -        -24.099 (meters)                     GEOID18
 PS0293  DYNAMIC HEIGHT  -        530.348 (meters)     1739.98  (feet) COMP
 PS0293  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 PS0293
 PS0293  VERT ORDER      -  SECOND    CLASS 0
 PS0293
 PS0293.The horizontal coordinates were scaled from a map and have
 PS0293.an estimated accuracy of +/- 6 seconds.
 PS0293
 PS0293.The orthometric height was determined by differential leveling and
 PS0293.adjusted by the NATIONAL GEODETIC SURVEY
 PS0293.in June 1991.
 PS0293
 PS0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0293.GEOID18 height accuracy estimate available here.
 PS0293
 PS0293.Click photographs - Photos may exist for this station.
 PS0293
 PS0293.The dynamic height is computed by dividing the NAVD 88
 PS0293.geopotential number by the normal gravity value computed on the
 PS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0293.degrees latitude (g = 980.6199 gals.).
 PS0293
 PS0293.The modeled gravity was interpolated from observed gravity values.
 PS0293
 PS0293;                    North         East    Units  Estimated Accuracy
 PS0293;SPC SD N     -    76,450.      662,280.      MT  (+/- 180 meters Scaled)
 PS0293
 PS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ827294(NAD 83)
 PS0293
 PS0293                          SUPERSEDED SURVEY CONTROL
 PS0293
 PS0293  NGVD 29 (??/??/92)  530.104  (m)         1739.18   (f) ADJ UNCH    2 0
 PS0293
 PS0293.Superseded values are not recommended for survey control.
 PS0293
 PS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0293.See file dsdata.pdf to determine how the superseded data were derived.
 PS0293
 PS0293_MARKER: DB = BENCH MARK DISK
 PS0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0293_SP_SET: HEADWALL
 PS0293_STAMPING: L 50 1934
 PS0293_MARK LOGO: CGS
 PS0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0293+STABILITY: SURFACE MOTION
 PS0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0293+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0293
 PS0293  HISTORY     - Date     Condition        Report By
 PS0293  HISTORY     - 1934     MONUMENTED       CGS
 PS0293  HISTORY     - 19941102 GOOD             NGS
 PS0293
 PS0293                          STATION DESCRIPTION
 PS0293
 PS0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0293'0.7 MI W FROM REE HEIGHTS.
 PS0293'ABOUT 0.7 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0293'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, ABOUT 5 POLES WEST
 PS0293'OF MILEPOST 414, AT BRIDGE 195, IN THE TOP OF THE SOUTH END OF
 PS0293'THE WEST SANDSTONE ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE
 PS0293'TRACK.  A STANDARD DISK, STAMPED L 50 1934.
 PS0293
 PS0293                          STATION RECOVERY (1994)
 PS0293
 PS0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0293'18.0 KM (11.20 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0293'IN MILLER, THENCE 1.3 KM (0.80 MI) SOUTHERLY ALONG A PAVED ROAD,
 PS0293'THENCE 1.3 KM (0.80 MI) WESTERLY ALONG THE DAKOTA MINNESOTA AND
 PS0293'EASTERN RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF THE SOUTH END
 PS0293'OF THE WEST STONE HEADWALL OF BRIDGE NUMBER 195 SPANNING A DRY WASH,
 PS0293'2.3 M (7.5 FT) SOUTH OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE
 PS0293'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0176 ***********************************************************************
 PS0176  DESIGNATION -  L 51
 PS0176  PID         -  PS0176
 PS0176  STATE/COUNTY-  SD/BEADLE
 PS0176  COUNTRY     -  US
 PS0176  USGS QUAD   -  WESSINGTON NE (2017)
 PS0176
 PS0176                         *CURRENT SURVEY CONTROL
 PS0176  ______________________________________________________________________
 PS0176* NAD 83(1986) POSITION- 44 26 23.56   (N) 098 37 11.42   (W)   HD_HELD1
 PS0176* NAVD 88 ORTHO HEIGHT -   430.240 (meters)     1411.55  (feet) ADJUSTED
 PS0176  ______________________________________________________________________
 PS0176  GEOID HEIGHT    -        -24.963 (meters)                     GEOID18
 PS0176  DYNAMIC HEIGHT  -        430.159 (meters)     1411.28  (feet) COMP
 PS0176  MODELED GRAVITY -    980,418.3   (mgal)                       NAVD 88
 PS0176
 PS0176  VERT ORDER      -  SECOND    CLASS 0
 PS0176
 PS0176.The horizontal coordinates were determined by differentially corrected
 PS0176.hand held GPS observations or other comparable positioning techniques
 PS0176.and have an estimated accuracy of +/- 3 meters.
 PS0176
 PS0176.The orthometric height was determined by differential leveling and
 PS0176.adjusted by the NATIONAL GEODETIC SURVEY
 PS0176.in June 1991.
 PS0176
 PS0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0176.GEOID18 height accuracy estimate available here.
 PS0176
 PS0176.Click photographs - Photos may exist for this station.
 PS0176
 PS0176.The dynamic height is computed by dividing the NAVD 88
 PS0176.geopotential number by the normal gravity value computed on the
 PS0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0176.degrees latitude (g = 980.6199 gals.).
 PS0176
 PS0176.The modeled gravity was interpolated from observed gravity values.
 PS0176
 PS0176;                    North         East    Units  Estimated Accuracy
 PS0176;SPC SD N     -    68,337.4     709,870.5     MT  (+/- 3 meters HH1 GPS) 
 PS0176
 PS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3025220801(NAD 83)
 PS0176
 PS0176                          SUPERSEDED SURVEY CONTROL
 PS0176
 PS0176  NGVD 29 (??/??/92)  429.929  (m)         1410.53   (f) ADJ UNCH    2 0
 PS0176
 PS0176.Superseded values are not recommended for survey control.
 PS0176
 PS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0176.See file dsdata.pdf to determine how the superseded data were derived.
 PS0176
 PS0176_MARKER: DB = BENCH MARK DISK
 PS0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0176_STAMPING: L 51 1934
 PS0176_MARK LOGO: CGS
 PS0176_PROJECTION: FLUSH
 PS0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0176+STABILITY: SURFACE MOTION
 PS0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0176+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0176
 PS0176  HISTORY     - Date     Condition        Report By
 PS0176  HISTORY     - 1934     MONUMENTED       CGS
 PS0176  HISTORY     - 1940     GOOD             CGS
 PS0176  HISTORY     - 19941102 GOOD             NGS
 PS0176
 PS0176                          STATION DESCRIPTION
 PS0176
 PS0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0176'4 MI E FROM WESSINGTON.
 PS0176'4.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0176'THE STATION AT WESSINGTON, BEADLE COUNTY, ABOUT 17 POLES EAST
 PS0176'OF MILEPOST 384, AT A SECTION-LINE ROAD CROSSING, 90.4 FEET NORTH
 PS0176'OF THE NORTH RAIL, 35.2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PS0176'8 FEET SOUTH OF A CORNER OF THE RIGHT-OF-WAY FENCE, 0.7 FOOT
 PS0176'NORTH OF A WHITE REFERENCE POST, AND ABOUT LEVEL WITH THE TRACK.
 PS0176'A STANDARD DISK, STAMPED L 51 1934 AND SET IN THE TOP OF A CONCRETE
 PS0176'POST ABOUT FLUSH WITH GROUND.
 PS0176
 PS0176                          STATION RECOVERY (1940)
 PS0176
 PS0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0176'RECOVERED IN GOOD CONDITION.
 PS0176
 PS0176                          STATION RECOVERY (1994)
 PS0176
 PS0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0176'32.1 KM (19.95 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0176'IN MILLER, THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0176'27.3 M (89.6 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0176'EASTERN RAILROAD, 10.3 M (33.8 FT) EAST OF THE ROAD CENTER, 2.7 M (8.9
 PS0176'FT) SOUTH OF A CORNER FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 PS0176'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH
 PS0176'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0560 ***********************************************************************
 PR0560  DESIGNATION -  L 52
 PR0560  PID         -  PR0560
 PR0560  STATE/COUNTY-  SD/KINGSBURY
 PR0560  COUNTRY     -  US
 PR0560  USGS QUAD   -  IROQUOIS (2017)
 PR0560
 PR0560                         *CURRENT SURVEY CONTROL
 PR0560  ______________________________________________________________________
 PR0560* NAD 83(1986) POSITION- 44 22 05.9    (N) 097 50 48.5    (W)   HD_HELD2
 PR0560* NAVD 88 ORTHO HEIGHT -   426.144 (meters)     1398.11  (feet) ADJUSTED
 PR0560  ______________________________________________________________________
 PR0560  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 PR0560  DYNAMIC HEIGHT  -        426.069 (meters)     1397.86  (feet) COMP
 PR0560  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 PR0560
 PR0560  VERT ORDER      -  FIRST     CLASS II
 PR0560
 PR0560.The horizontal coordinates were established by autonomous hand held GPS
 PR0560.observations and have an estimated accuracy of +/- 10 meters.
 PR0560
 PR0560.The orthometric height was determined by differential leveling and
 PR0560.adjusted by the NATIONAL GEODETIC SURVEY
 PR0560.in October 1997.
 PR0560
 PR0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0560.GEOID18 height accuracy estimate available here.
 PR0560
 PR0560.Click photographs - Photos may exist for this station.
 PR0560
 PR0560.The dynamic height is computed by dividing the NAVD 88
 PR0560.geopotential number by the normal gravity value computed on the
 PR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0560.degrees latitude (g = 980.6199 gals.).
 PR0560
 PR0560.The modeled gravity was interpolated from observed gravity values.
 PR0560
 PR0560;                    North         East    Units  Estimated Accuracy
 PR0560;SPC SD N     -    61,730.      771,609.      MT  (+/- 10 meters HH2 GPS)
 PR0560
 PR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9188213427(NAD 83)
 PR0560
 PR0560                          SUPERSEDED SURVEY CONTROL
 PR0560
 PR0560  NAVD 88 (06/15/91)  426.168  (m)         1398.19   (f) SUPERSEDED  1 2
 PR0560  NGVD 29 (??/??/92)  425.904  (m)         1397.32   (f) ADJ UNCH    1 2
 PR0560
 PR0560.Superseded values are not recommended for survey control.
 PR0560
 PR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0560.See file dsdata.pdf to determine how the superseded data were derived.
 PR0560
 PR0560_MARKER: DB = BENCH MARK DISK
 PR0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0560_SP_SET: BRIDGE RAIL
 PR0560_STAMPING: L 52 1934
 PR0560_MARK LOGO: CGS
 PR0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0560+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 PR0560
 PR0560  HISTORY     - Date     Condition        Report By
 PR0560  HISTORY     - 1934     MONUMENTED       CGS
 PR0560  HISTORY     - 1934     GOOD             CGS
 PR0560  HISTORY     - 19941004 GOOD             NGS
 PR0560
 PR0560                          STATION DESCRIPTION
 PR0560
 PR0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0560'AT IROQUOIS.
 PR0560'AT THE EAST EDGE OF IROQUOIS, KINGSBURY COUNTY, ON THE CHICAGO
 PR0560'AND NORTH WESTERN RAILWAY, ABOUT 200 FEET EAST OF THE CROSSING
 PR0560'OF A TRACK LEADING SOUTHEAST, AT A U.S. HIGHWAY 14 CONCRETE BRIDGE,
 PR0560'ABOUT 115 FEET SOUTH OF THE CENTER LINE OF THE TRACK, IN THE
 PR0560'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL, AND ABOUT
 PR0560'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 52 1934.
 PR0560
 PR0560                          STATION RECOVERY (1934)
 PR0560
 PR0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PR0560'RECOVERED IN GOOD CONDITION.
 PR0560
 PR0560                          STATION RECOVERY (1994)
 PR0560
 PR0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0560'IN IROQUOIS, AT THE INTERSECTION OF OSWEGO AND VINITA STREETS, IN TOP
 PR0560'OF AND 4.0 M (13.1 FT) EAST OF THE WEST END OF THE NORTH CONCRETE RAIL
 PR0560'OF THE OSWEGO STREET BRIDGE SPANNING PEARL CREEK, 67.2 M (220.5 FT)
 PR0560'EAST OF THE EXTENDED CENTER OF VINITA STREET, 35.1 M (115.2 FT) SOUTH
 PR0560'OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 5.0 M
 PR0560'(16.4 FT) NORTH OF THE CENTER OF OSWEGO STREET, AND 0.7 M (2.3 FT)
 PR0560'ABOVE THE LEVEL OF OSWEGO STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0520 ***********************************************************************
 OQ0520  DESIGNATION -  L 53
 OQ0520  PID         -  OQ0520
 OQ0520  STATE/COUNTY-  SD/MINER
 OQ0520  COUNTRY     -  US
 OQ0520  USGS QUAD   -  CANOVA WEST (2017)
 OQ0520
 OQ0520                         *CURRENT SURVEY CONTROL
 OQ0520  ______________________________________________________________________
 OQ0520* NAD 83(1986) POSITION- 43 56 08.     (N) 097 32 28.     (W)   SCALED
 OQ0520* NAVD 88 ORTHO HEIGHT -   459.011 (meters)     1505.94  (feet) ADJUSTED
 OQ0520  ______________________________________________________________________
 OQ0520  GEOID HEIGHT    -        -25.828 (meters)                     GEOID18
 OQ0520  DYNAMIC HEIGHT  -        458.906 (meters)     1505.59  (feet) COMP
 OQ0520  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 OQ0520
 OQ0520  VERT ORDER      -  SECOND    CLASS 0
 OQ0520
 OQ0520.The horizontal coordinates were scaled from a map and have
 OQ0520.an estimated accuracy of +/- 6 seconds.
 OQ0520
 OQ0520.The orthometric height was determined by differential leveling and
 OQ0520.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0520.in June 1991.
 OQ0520
 OQ0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0520.GEOID18 height accuracy estimate available here.
 OQ0520
 OQ0520.Click photographs - Photos may exist for this station.
 OQ0520
 OQ0520.The dynamic height is computed by dividing the NAVD 88
 OQ0520.geopotential number by the normal gravity value computed on the
 OQ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0520.degrees latitude (g = 980.6199 gals.).
 OQ0520
 OQ0520.The modeled gravity was interpolated from observed gravity values.
 OQ0520
 OQ0520;                    North         East    Units  Estimated Accuracy
 OQ0520;SPC SD S     -   181,760.      824,140.      MT  (+/- 180 meters Scaled)
 OQ0520
 OQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP170657(NAD 83)
 OQ0520
 OQ0520                          SUPERSEDED SURVEY CONTROL
 OQ0520
 OQ0520  NGVD 29 (??/??/92)  458.719  (m)         1504.98   (f) ADJ UNCH    2 0
 OQ0520
 OQ0520.Superseded values are not recommended for survey control.
 OQ0520
 OQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0520.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0520
 OQ0520_MARKER: DB = BENCH MARK DISK
 OQ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0520_STAMPING: L 53 1934
 OQ0520_MARK LOGO: CGS
 OQ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0520+STABILITY: SURFACE MOTION
 OQ0520
 OQ0520  HISTORY     - Date     Condition        Report By
 OQ0520  HISTORY     - 1934     MONUMENTED       CGS
 OQ0520
 OQ0520                          STATION DESCRIPTION
 OQ0520
 OQ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0520'6 MI SE FROM VILAS.
 OQ0520'6.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0520'FROM THE STATION AT VILAS, MINER COUNTY, ABOUT 10 POLES NORTHWEST
 OQ0520'OF MILEPOST 92, AT A ROAD CROSSING, ABOUT 60 FEET SOUTHEAST OF
 OQ0520'THE CENTER LINE OF THE ROAD, 42 FEET NORTHEAST OF THE CENTER
 OQ0520'LINE OF THE TRACK, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY LINE,
 OQ0520'AND 4 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK, STAMPED
 OQ0520'L 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0161 ***********************************************************************
 PR0161  DESIGNATION -  L 54
 PR0161  PID         -  PR0161
 PR0161  STATE/COUNTY-  SD/MOODY
 PR0161  COUNTRY     -  US
 PR0161  USGS QUAD   -  FLANDREAU (2017)
 PR0161
 PR0161                         *CURRENT SURVEY CONTROL
 PR0161  ______________________________________________________________________
 PR0161* NAD 83(1986) POSITION- 44 04 41.     (N) 096 35 10.     (W)   SCALED
 PR0161* NAVD 88 ORTHO HEIGHT -   471.166 (meters)     1545.82  (feet) ADJUSTED
 PR0161  ______________________________________________________________________
 PR0161  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 PR0161  DYNAMIC HEIGHT  -        471.059 (meters)     1545.47  (feet) COMP
 PR0161  MODELED GRAVITY -    980,377.9   (mgal)                       NAVD 88
 PR0161
 PR0161  VERT ORDER      -  SECOND    CLASS 0
 PR0161
 PR0161.The horizontal coordinates were scaled from a map and have
 PR0161.an estimated accuracy of +/- 6 seconds.
 PR0161
 PR0161.The orthometric height was determined by differential leveling and
 PR0161.adjusted by the NATIONAL GEODETIC SURVEY
 PR0161.in June 1991.
 PR0161
 PR0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0161.GEOID18 height accuracy estimate available here.
 PR0161
 PR0161.Click photographs - Photos may exist for this station.
 PR0161
 PR0161.The dynamic height is computed by dividing the NAVD 88
 PR0161.geopotential number by the normal gravity value computed on the
 PR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0161.degrees latitude (g = 980.6199 gals.).
 PR0161
 PR0161.The modeled gravity was interpolated from observed gravity values.
 PR0161
 PR0161;                    North         East    Units  Estimated Accuracy
 PR0161;SPC SD S     -   200,600.      900,040.      MT  (+/- 180 meters Scaled)
 PR0161
 PR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP932833(NAD 83)
 PR0161
 PR0161                          SUPERSEDED SURVEY CONTROL
 PR0161
 PR0161  NGVD 29 (??/??/92)  470.91   (m)         1545.0    (f) COMPUTED    2 0
 PR0161
 PR0161.Superseded values are not recommended for survey control.
 PR0161
 PR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0161.See file dsdata.pdf to determine how the superseded data were derived.
 PR0161
 PR0161_MARKER: DB = BENCH MARK DISK
 PR0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0161_SP_SET: BRIDGE
 PR0161_STAMPING: L 54 1934
 PR0161_MARK LOGO: CGS
 PR0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0161
 PR0161  HISTORY     - Date     Condition        Report By
 PR0161  HISTORY     - 1934     MONUMENTED       CGS
 PR0161
 PR0161                          STATION DESCRIPTION
 PR0161
 PR0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0161'3.1 MI N FROM FLANDREAU.
 PR0161'3.1 MILES NORTH OF COUNTY COURT HOUSE AT FLANDREAU, ALONG STATE
 PR0161'HIGHWAY 13 AT 175 FOOT CONCRETE BRIDGE OVER SIOUX RIVER.  SET
 PR0161'IN THE SOUTH END OF NORTHEAST RETAINING WALL AT A ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0162 ***********************************************************************
 PR0162  DESIGNATION -  L 54 RESET
 PR0162  PID         -  PR0162
 PR0162  STATE/COUNTY-  SD/MOODY
 PR0162  COUNTRY     -  US
 PR0162  USGS QUAD   -  FLANDREAU (2017)
 PR0162
 PR0162                         *CURRENT SURVEY CONTROL
 PR0162  ______________________________________________________________________
 PR0162* NAD 83(1986) POSITION- 44 04 42.     (N) 096 35 10.     (W)   SCALED
 PR0162* NAVD 88 ORTHO HEIGHT -   470.68  (meters)     1544.2   (feet) RESET
 PR0162  ______________________________________________________________________
 PR0162  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 PR0162  VERT ORDER      -  THIRD
 PR0162
 PR0162.The horizontal coordinates were scaled from a map and have
 PR0162.an estimated accuracy of +/- 6 seconds.
 PR0162
 PR0162.The orthometric height was computed from unverified reset data.
 PR0162
 PR0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0162.GEOID18 height accuracy estimate available here.
 PR0162
 PR0162.Click photographs - Photos may exist for this station.
 PR0162
 PR0162;                    North         East    Units  Estimated Accuracy
 PR0162;SPC SD S     -   200,630.      900,040.      MT  (+/- 180 meters Scaled)
 PR0162
 PR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP932834(NAD 83)
 PR0162
 PR0162                          SUPERSEDED SURVEY CONTROL
 PR0162
 PR0162.No superseded survey control is available for this station.
 PR0162
 PR0162_MARKER: DB = BENCH MARK DISK
 PR0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0162_STAMPING: L 54 RESET 1962
 PR0162_MARK LOGO: CGS
 PR0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0162+STABILITY: SURFACE MOTION
 PR0162
 PR0162  HISTORY     - Date     Condition        Report By
 PR0162  HISTORY     - 1962     MONUMENTED       CGS
 PR0162
 PR0162                          STATION DESCRIPTION
 PR0162
 PR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0162'3.1 MI N FROM FLANDREAU.
 PR0162'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 PR0162'AT FLANDREAU, MOODY COUNTY, ABOUT 75 YARDS NORTHEAST OF THE
 PR0162'NORTHEAST END OF THE BRIDGE OVER THE LITTLE SIOUX RIVER, ABOUT
 PR0162'99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 80 FEET
 PR0162'NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO A HOUSE AND
 PR0162'1 1/2 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 PR0162'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0202 ***********************************************************************
 PR0202  DESIGNATION -  L 55
 PR0202  PID         -  PR0202
 PR0202  STATE/COUNTY-  SD/BROOKINGS
 PR0202  COUNTRY     -  US
 PR0202  USGS QUAD   -  TORONTO (2017)
 PR0202
 PR0202                         *CURRENT SURVEY CONTROL
 PR0202  ______________________________________________________________________
 PR0202* NAD 83(1986) POSITION- 44 30 03.     (N) 096 38 53.     (W)   SCALED
 PR0202* NAVD 88 ORTHO HEIGHT -   585.040 (meters)     1919.42  (feet) ADJUSTED
 PR0202  ______________________________________________________________________
 PR0202  GEOID HEIGHT    -        -25.226 (meters)                     GEOID18
 PR0202  DYNAMIC HEIGHT  -        584.939 (meters)     1919.09  (feet) COMP
 PR0202  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 PR0202
 PR0202  VERT ORDER      -  SECOND    CLASS 0
 PR0202
 PR0202.The horizontal coordinates were scaled from a map and have
 PR0202.an estimated accuracy of +/- 6 seconds.
 PR0202
 PR0202.The orthometric height was determined by differential leveling and
 PR0202.adjusted by the NATIONAL GEODETIC SURVEY
 PR0202.in June 1991.
 PR0202
 PR0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0202.GEOID18 height accuracy estimate available here.
 PR0202
 PR0202.Click photographs - Photos may exist for this station.
 PR0202
 PR0202.The dynamic height is computed by dividing the NAVD 88
 PR0202.geopotential number by the normal gravity value computed on the
 PR0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0202.degrees latitude (g = 980.6199 gals.).
 PR0202
 PR0202.The modeled gravity was interpolated from observed gravity values.
 PR0202
 PR0202;                    North         East    Units  Estimated Accuracy
 PR0202;SPC SD N     -    79,690.      866,500.      MT  (+/- 180 meters Scaled)
 PR0202
 PR0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ869301(NAD 83)
 PR0202
 PR0202                          SUPERSEDED SURVEY CONTROL
 PR0202
 PR0202  NGVD 29 (??/??/92)  584.771  (m)         1918.54   (f) ADJ UNCH    2 0
 PR0202
 PR0202.Superseded values are not recommended for survey control.
 PR0202
 PR0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0202.See file dsdata.pdf to determine how the superseded data were derived.
 PR0202
 PR0202_MARKER: DB = BENCH MARK DISK
 PR0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0202_STAMPING: L 55 1934
 PR0202_MARK LOGO: CGS
 PR0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0202+STABILITY: SURFACE MOTION
 PR0202
 PR0202  HISTORY     - Date     Condition        Report By
 PR0202  HISTORY     - 1934     MONUMENTED       CGS
 PR0202  HISTORY     - 1977     GOOD             NGS
 PR0202
 PR0202                          STATION DESCRIPTION
 PR0202
 PR0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0202'5.1 MI N FROM WHITE.
 PR0202'5.1 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0202'RAILWAY FROM THE CITY SCHOOL AT WHITE, BROOKINGS COUNTY, ABOUT
 PR0202'10 POLES NORTH OF MILEPOST 356, 30 FEET SOUTHWEST OF THE CENTER
 PR0202'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 PR0202'RAIL.  A STANDARD DISK, STAMPED L 55 1934 AND SET IN THE TOP
 PR0202'OF A CONCRETE POST.
 PR0202
 PR0202                          STATION RECOVERY (1977)
 PR0202
 PR0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PR0202'EXCEPT THAT THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE AREA IS
 PR0202'UNDER CULTIVATION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0687 ***********************************************************************
 PR0687  DESIGNATION -  L 55 RESET
 PR0687  PID         -  PR0687
 PR0687  STATE/COUNTY-  SD/BROOKINGS
 PR0687  COUNTRY     -  US
 PR0687  USGS QUAD   -  TORONTO (2017)
 PR0687
 PR0687                         *CURRENT SURVEY CONTROL
 PR0687  ______________________________________________________________________
 PR0687* NAD 83(1986) POSITION- 44 30 03.     (N) 096 38 53.     (W)   SCALED
 PR0687* NAVD 88 ORTHO HEIGHT -   582.96  (meters)     1912.6   (feet) RESET
 PR0687  ______________________________________________________________________
 PR0687  GEOID HEIGHT    -        -25.226 (meters)                     GEOID18
 PR0687  VERT ORDER      -  THIRD
 PR0687
 PR0687.The horizontal coordinates were scaled from a map and have
 PR0687.an estimated accuracy of +/- 6 seconds.
 PR0687
 PR0687.The orthometric height was computed from unverified reset data.
 PR0687
 PR0687.No vertical observational check was made to the station.
 PR0687
 PR0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0687.GEOID18 height accuracy estimate available here.
 PR0687
 PR0687.Click photographs - Photos may exist for this station.
 PR0687
 PR0687;                    North         East    Units  Estimated Accuracy
 PR0687;SPC SD N     -    79,690.      866,500.      MT  (+/- 180 meters Scaled)
 PR0687
 PR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ869301(NAD 83)
 PR0687
 PR0687                          SUPERSEDED SURVEY CONTROL
 PR0687
 PR0687  NGVD 29 (04/17/07)  582.69   (m)         1911.7    (f) RESET       3  
 PR0687
 PR0687.Superseded values are not recommended for survey control.
 PR0687
 PR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0687.See file dsdata.pdf to determine how the superseded data were derived.
 PR0687
 PR0687_MARKER: DV = VERTICAL CONTROL DISK
 PR0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0687_STAMPING: L 55 RESET 1977
 PR0687_MARK LOGO: NGS
 PR0687_PROJECTION: PROJECTING 10 CENTIMETERS
 PR0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0687+STABILITY: SURFACE MOTION
 PR0687
 PR0687  HISTORY     - Date     Condition        Report By
 PR0687  HISTORY     - 1977     MONUMENTED       NGS
 PR0687
 PR0687                          STATION DESCRIPTION
 PR0687
 PR0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PR0687'5.0 MI SOUTH FROM TORONTO.
 PR0687'5.0 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM ITS JUNCTION WITH
 PR0687'STATE HIGHWAY 28 IN TORONTO, 0.55 MILE SOUTH OF THE HAROLD
 PR0687'JORVING FARMSTEAD, 0.2 MILE NORTH OF A SECTION LINE CROSSROAD,
 PR0687'46.0 FEET WEST OF THE CENTER OF COUNTY ROAD, AND 7.0 FEET NORTHEAST
 PR0687'OF A POWERPOLE.
 PR0687'THE MARK IS 1.4 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0264 ***********************************************************************
 QQ0264  DESIGNATION -  L 57
 QQ0264  PID         -  QQ0264
 QQ0264  STATE/COUNTY-  SD/CLARK
 QQ0264  COUNTRY     -  US
 QQ0264  USGS QUAD   -  BRADLEY (2017)
 QQ0264
 QQ0264                         *CURRENT SURVEY CONTROL
 QQ0264  ______________________________________________________________________
 QQ0264* NAD 83(1986) POSITION- 45 03 44.     (N) 097 37 50.     (W)   SCALED
 QQ0264* NAVD 88 ORTHO HEIGHT -   550.856 (meters)     1807.27  (feet) ADJUSTED
 QQ0264  ______________________________________________________________________
 QQ0264  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 QQ0264  DYNAMIC HEIGHT  -        550.781 (meters)     1807.02  (feet) COMP
 QQ0264  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 QQ0264
 QQ0264  VERT ORDER      -  SECOND    CLASS 0
 QQ0264
 QQ0264.The horizontal coordinates were scaled from a map and have
 QQ0264.an estimated accuracy of +/- 6 seconds.
 QQ0264
 QQ0264.The orthometric height was determined by differential leveling and
 QQ0264.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0264.in June 1991.
 QQ0264
 QQ0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0264.GEOID18 height accuracy estimate available here.
 QQ0264
 QQ0264.Click photographs - Photos may exist for this station.
 QQ0264
 QQ0264.The dynamic height is computed by dividing the NAVD 88
 QQ0264.geopotential number by the normal gravity value computed on the
 QQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0264.degrees latitude (g = 980.6199 gals.).
 QQ0264
 QQ0264.The modeled gravity was interpolated from observed gravity values.
 QQ0264
 QQ0264;                    North         East    Units  Estimated Accuracy
 QQ0264;SPC SD N     -   139,290.      786,580.      MT  (+/- 180 meters Scaled)
 QQ0264
 QQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ078907(NAD 83)
 QQ0264
 QQ0264                          SUPERSEDED SURVEY CONTROL
 QQ0264
 QQ0264  NGVD 29 (??/??/92)  550.547  (m)         1806.25   (f) ADJ UNCH    2 0
 QQ0264
 QQ0264.Superseded values are not recommended for survey control.
 QQ0264
 QQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0264.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0264
 QQ0264_MARKER: DB = BENCH MARK DISK
 QQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0264_STAMPING: L 57 1934
 QQ0264_MARK LOGO: CGS
 QQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0264+STABILITY: SURFACE MOTION
 QQ0264
 QQ0264  HISTORY     - Date     Condition        Report By
 QQ0264  HISTORY     - 1934     MONUMENTED       CGS
 QQ0264
 QQ0264                          STATION DESCRIPTION
 QQ0264
 QQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0264'2.4 MI S FROM BRADLEY.
 QQ0264'ABOUT 2.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0264'AND PACIFIC RAILROAD FROM BRADLEY, CLARK COUNTY, ABOUT 2 POLES
 QQ0264'NORTH OF MILEPOST 82, 25 FEET SOUTHWEST OF THE CENTER LINE OF
 QQ0264'THE TRACK, AND ABOUT 3-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 QQ0264'DISK, STAMPED L 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0619 ***********************************************************************
 PR0619  DESIGNATION -  L 58
 PR0619  PID         -  PR0619
 PR0619  STATE/COUNTY-  SD/CLARK
 PR0619  COUNTRY     -  US
 PR0619  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0619
 PR0619                         *CURRENT SURVEY CONTROL
 PR0619  ______________________________________________________________________
 PR0619* NAD 83(1986) POSITION- 44 53 29.     (N) 097 50 12.     (W)   SCALED
 PR0619* NAVD 88 ORTHO HEIGHT -   520.104 (meters)     1706.37  (feet) ADJUSTED
 PR0619  ______________________________________________________________________
 PR0619  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 PR0619  DYNAMIC HEIGHT  -        520.036 (meters)     1706.15  (feet) COMP
 PR0619  MODELED GRAVITY -    980,469.7   (mgal)                       NAVD 88
 PR0619
 PR0619  VERT ORDER      -  SECOND    CLASS 0
 PR0619
 PR0619.The horizontal coordinates were scaled from a map and have
 PR0619.an estimated accuracy of +/- 6 seconds.
 PR0619
 PR0619.The orthometric height was determined by differential leveling and
 PR0619.adjusted by the NATIONAL GEODETIC SURVEY
 PR0619.in June 1991.
 PR0619
 PR0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0619.GEOID18 height accuracy estimate available here.
 PR0619
 PR0619.Click photographs - Photos may exist for this station.
 PR0619
 PR0619.The dynamic height is computed by dividing the NAVD 88
 PR0619.geopotential number by the normal gravity value computed on the
 PR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0619.degrees latitude (g = 980.6199 gals.).
 PR0619
 PR0619.The modeled gravity was interpolated from observed gravity values.
 PR0619
 PR0619;                    North         East    Units  Estimated Accuracy
 PR0619;SPC SD N     -   119,860.      770,860.      MT  (+/- 180 meters Scaled)
 PR0619
 PR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ918715(NAD 83)
 PR0619
 PR0619                          SUPERSEDED SURVEY CONTROL
 PR0619
 PR0619  NGVD 29 (??/??/92)  519.800  (m)         1705.38   (f) ADJ UNCH    2 0
 PR0619
 PR0619.Superseded values are not recommended for survey control.
 PR0619
 PR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0619.See file dsdata.pdf to determine how the superseded data were derived.
 PR0619
 PR0619_MARKER: DB = BENCH MARK DISK
 PR0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0619_STAMPING: L 58 1934
 PR0619_MARK LOGO: CGS
 PR0619_PROJECTION: FLUSH
 PR0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0619+STABILITY: SURFACE MOTION
 PR0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0619+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1995
 PR0619
 PR0619  HISTORY     - Date     Condition        Report By
 PR0619  HISTORY     - 1934     MONUMENTED       CGS
 PR0619  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0619  HISTORY     - 19950917 GOOD             NGS
 PR0619
 PR0619                          STATION DESCRIPTION
 PR0619
 PR0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0619'5.4 MI W FROM CLARK.
 PR0619'5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0619'FROM THE CITY WATER TANK AT CLARK, CLARK COUNTY, ABOUT 500 FEET
 PR0619'EAST OF BRIDGE S 426, AT A ROAD CROSSING, 40 FEET SOUTHEAST OF
 PR0619'THE CENTER LINE OF THE ROAD, 27 FEET SOUTHWEST OF THE CENTER
 PR0619'LINE OF THE TRACK, AND ABOUT 2-1/2 FEET HIGHER THAN THE TOP OF
 PR0619'THE RAIL.  A STANDARD DISK, STAMPED L 58 1934 AND SET IN THE
 PR0619'TOP OF A CONCRETE POST.
 PR0619
 PR0619                          STATION RECOVERY (1973)
 PR0619
 PR0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0619'MARK NOT FOUND.
 PR0619
 PR0619                          STATION RECOVERY (1995)
 PR0619
 PR0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0619'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 PR0619'IN CLARK, THENCE 6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 212,
 PR0619'THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 1.6 KM
 PR0619'(1.00 MI) WESTERLY ALONG A GRAVELED AND TRACK ROAD, 12.2 M (40.0 FT)
 PR0619'SOUTH OF THE ROAD CENTER, 9.2 M (30.2 FT) SOUTHWEST OF THE CENTER OF
 PR0619'AN ABANDONED RAILROAD GRADE, 5.3 M (17.4 FT) SOUTHEAST OF A FENCE
 PR0619'CORNER, 3.0 M (9.8 FT) SOUTH OF THE CENTER OF A GATE, 0.3 M (1.0 FT)
 PR0619'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR0619'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0283 ***********************************************************************
 PS0283  DESIGNATION -  L 59
 PS0283  PID         -  PS0283
 PS0283  STATE/COUNTY-  SD/SPINK
 PS0283  COUNTRY     -  US
 PS0283  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0283
 PS0283                         *CURRENT SURVEY CONTROL
 PS0283  ______________________________________________________________________
 PS0283* NAD 83(1986) POSITION- 44 54 28.     (N) 098 30 01.     (W)   SCALED
 PS0283* NAVD 88 ORTHO HEIGHT -   387.079 (meters)     1269.94  (feet) ADJUSTED
 PS0283  ______________________________________________________________________
 PS0283  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 PS0283  DYNAMIC HEIGHT  -        387.037 (meters)     1269.80  (feet) COMP
 PS0283  MODELED GRAVITY -    980,497.7   (mgal)                       NAVD 88
 PS0283
 PS0283  VERT ORDER      -  SECOND    CLASS 0
 PS0283
 PS0283.The horizontal coordinates were scaled from a map and have
 PS0283.an estimated accuracy of +/- 6 seconds.
 PS0283
 PS0283.The orthometric height was determined by differential leveling and
 PS0283.adjusted by the NATIONAL GEODETIC SURVEY
 PS0283.in June 1991.
 PS0283
 PS0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0283.GEOID18 height accuracy estimate available here.
 PS0283
 PS0283.Click photographs - Photos may exist for this station.
 PS0283
 PS0283.The dynamic height is computed by dividing the NAVD 88
 PS0283.geopotential number by the normal gravity value computed on the
 PS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0283.degrees latitude (g = 980.6199 gals.).
 PS0283
 PS0283.The modeled gravity was interpolated from observed gravity values.
 PS0283
 PS0283;                    North         East    Units  Estimated Accuracy
 PS0283;SPC SD N     -   120,490.      718,420.      MT  (+/- 180 meters Scaled)
 PS0283
 PS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ394728(NAD 83)
 PS0283
 PS0283                          SUPERSEDED SURVEY CONTROL
 PS0283
 PS0283  NGVD 29 (??/??/92)  386.785  (m)         1268.98   (f) ADJ UNCH    2 0
 PS0283
 PS0283.Superseded values are not recommended for survey control.
 PS0283
 PS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0283.See file dsdata.pdf to determine how the superseded data were derived.
 PS0283
 PS0283_MARKER: DB = BENCH MARK DISK
 PS0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0283_STAMPING: L 59 1934
 PS0283_MARK LOGO: CGS
 PS0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0283+STABILITY: SURFACE MOTION
 PS0283
 PS0283  HISTORY     - Date     Condition        Report By
 PS0283  HISTORY     - 1934     MONUMENTED       CGS
 PS0283  HISTORY     - 1951     MARK NOT FOUND   USGS
 PS0283
 PS0283                          STATION DESCRIPTION
 PS0283
 PS0283'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 PS0283'2.3 MI N FROM REDFIELD.
 PS0283'2.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0283'PACIFIC RAILWAY FROM THE STATION AT REDFIELD, SPINK COUNTY,
 PS0283'3 POLES SOUTH OF MILEPOST 90, ABOUT 175 FEET NORTH OF A PRIVATE
 PS0283'CROSSING, 46 FEET EAST OF THE CENTERLINE OF THE TRACK AND 3 FEET
 PS0283'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 59 1934 AND SET
 PS0283'IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK NOT FOUND BUT
 PS0283'HOLE IN GROUND WAS FOUND WHICH FITTED B.M. DESCRIPTION.  BENCH
 PS0283'MARK HAS PROBABLY BEEN DUG UP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0498 ***********************************************************************
 OQ0498  DESIGNATION -  L 6
 OQ0498  PID         -  OQ0498
 OQ0498  STATE/COUNTY-  SD/HANSON
 OQ0498  COUNTRY     -  US
 OQ0498  USGS QUAD   -  FARMER (2017)
 OQ0498
 OQ0498                         *CURRENT SURVEY CONTROL
 OQ0498  ______________________________________________________________________
 OQ0498* NAD 83(1986) POSITION- 43 43 25.     (N) 097 43 42.     (W)   SCALED
 OQ0498* NAVD 88 ORTHO HEIGHT -   415.630 (meters)     1363.61  (feet) ADJUSTED
 OQ0498  ______________________________________________________________________
 OQ0498  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 OQ0498  DYNAMIC HEIGHT  -        415.531 (meters)     1363.29  (feet) COMP
 OQ0498  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 OQ0498
 OQ0498  VERT ORDER      -  FIRST     CLASS II
 OQ0498
 OQ0498.The horizontal coordinates were scaled from a map and have
 OQ0498.an estimated accuracy of +/- 6 seconds.
 OQ0498
 OQ0498.The orthometric height was determined by differential leveling and
 OQ0498.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0498.in June 1991.
 OQ0498
 OQ0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0498.GEOID18 height accuracy estimate available here.
 OQ0498
 OQ0498.Click photographs - Photos may exist for this station.
 OQ0498
 OQ0498.The dynamic height is computed by dividing the NAVD 88
 OQ0498.geopotential number by the normal gravity value computed on the
 OQ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0498.degrees latitude (g = 980.6199 gals.).
 OQ0498
 OQ0498.The modeled gravity was interpolated from observed gravity values.
 OQ0498
 OQ0498;                    North         East    Units  Estimated Accuracy
 OQ0498;SPC SD S     -   157,740.      809,850.      MT  (+/- 180 meters Scaled)
 OQ0498
 OQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP024419(NAD 83)
 OQ0498
 OQ0498                          SUPERSEDED SURVEY CONTROL
 OQ0498
 OQ0498  NGVD 29 (??/??/92)  415.344  (m)         1362.67   (f) ADJ UNCH    1 2
 OQ0498
 OQ0498.Superseded values are not recommended for survey control.
 OQ0498
 OQ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0498.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0498
 OQ0498_MARKER: DB = BENCH MARK DISK
 OQ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0498_STAMPING: 1362.674 L 6 1925
 OQ0498_MARK LOGO: CGS
 OQ0498_PROJECTION: FLUSH
 OQ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0498+STABILITY: SURFACE MOTION
 OQ0498
 OQ0498  HISTORY     - Date     Condition        Report By
 OQ0498  HISTORY     - 1925     MONUMENTED       CGS
 OQ0498  HISTORY     - 1935     GOOD             CGS
 OQ0498  HISTORY     - 20120124 MARK NOT FOUND   INDIV
 OQ0498
 OQ0498                          STATION DESCRIPTION
 OQ0498
 OQ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0498'2 MI W FROM FARMER.
 OQ0498'ABOUT 2 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0498'AND OMAHA RAILWAY FROM FARMER, HANSON COUNTY, AT THE CROSSING
 OQ0498'OF A SECTION-LINE ROAD, 62.4 FEET SOUTHWEST OF THE CENTER OF
 OQ0498'THE CROSSING, 51.2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OQ0498'38.4 FEET SOUTH OF THE CENTER LINE OF THE TRACK, ABOUT 13 FEET
 OQ0498'NORTHWEST OF A CONCRETE POST, AND IN LINE WITH A ROW OF POLES.
 OQ0498'A STANDARD DISK, STAMPED 1362.674 L 6 1925 AND SET IN THE TOP
 OQ0498'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE
 OQ0498'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW SOO
 OQ0498'LINE RAILROAD.
 OQ0498
 OQ0498                          STATION RECOVERY (1935)
 OQ0498
 OQ0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0498'RECOVERED IN GOOD CONDITION.
 OQ0498
 OQ0498                          STATION RECOVERY (2012)
 OQ0498
 OQ0498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0498'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1137 ***********************************************************************
 PU1137  DESIGNATION -  L 6 B 2
 PU1137  PID         -  PU1137
 PU1137  STATE/COUNTY-  SD/MEADE
 PU1137  COUNTRY     -  US
 PU1137  USGS QUAD   -  VALE (2017)
 PU1137
 PU1137                         *CURRENT SURVEY CONTROL
 PU1137  ______________________________________________________________________
 PU1137* NAD 83(1986) POSITION- 44 31 04.     (N) 103 27 05.     (W)   SCALED
 PU1137* NAVD 88 ORTHO HEIGHT -   939.138 (meters)     3081.16  (feet) ADJUSTED
 PU1137  ______________________________________________________________________
 PU1137  GEOID HEIGHT    -        -15.949 (meters)                     GEOID18
 PU1137  DYNAMIC HEIGHT  -        938.865 (meters)     3080.26  (feet) COMP
 PU1137  MODELED GRAVITY -    980,295.9   (mgal)                       NAVD 88
 PU1137
 PU1137  VERT ORDER      -  SECOND    CLASS 0
 PU1137
 PU1137.The horizontal coordinates were scaled from a map and have
 PU1137.an estimated accuracy of +/- 6 seconds.
 PU1137
 PU1137.The orthometric height was determined by differential leveling and
 PU1137.adjusted by the NATIONAL GEODETIC SURVEY
 PU1137.in June 1991.
 PU1137
 PU1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1137.GEOID18 height accuracy estimate available here.
 PU1137
 PU1137.Click photographs - Photos may exist for this station.
 PU1137
 PU1137.The dynamic height is computed by dividing the NAVD 88
 PU1137.geopotential number by the normal gravity value computed on the
 PU1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1137.degrees latitude (g = 980.6199 gals.).
 PU1137
 PU1137.The modeled gravity was interpolated from observed gravity values.
 PU1137
 PU1137;                    North         East    Units  Estimated Accuracy
 PU1137;SPC SD N     -    81,910.      325,680.      MT  (+/- 180 meters Scaled)
 PU1137
 PU1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK230305(NAD 83)
 PU1137
 PU1137                          SUPERSEDED SURVEY CONTROL
 PU1137
 PU1137  NGVD 29 (??/??/92)  938.64   (m)         3079.5    (f) COMPUTED    2 0
 PU1137
 PU1137.Superseded values are not recommended for survey control.
 PU1137
 PU1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1137.See file dsdata.pdf to determine how the superseded data were derived.
 PU1137
 PU1137_MARKER: Z = SEE DESCRIPTION
 PU1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1137_SP_SET: CONCRETE PIER
 PU1137_STAMPING: L 6 B 2
 PU1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1137
 PU1137  HISTORY     - Date     Condition        Report By
 PU1137  HISTORY     - UNK      MONUMENTED       USAF
 PU1137  HISTORY     - 1962     GOOD             CGS
 PU1137
 PU1137                          STATION DESCRIPTION
 PU1137
 PU1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1137'8.9 MI S FROM VALE.
 PU1137'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1137'THENCE 7.6 MILES SOUTH ALONG STATE HIGHWAY 79, THENCE 0.35
 PU1137'MILE NORTHWEST ACROSS A PASTURE, 0.15 MILE SOUTH OF A POWER
 PU1137'LINE, ON TOP OF A NORTHWEST-SOUTHEAST RIDGE, THE CENTER OF A
 PU1137'TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE PIER WHICH
 PU1137'PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0089 ***********************************************************************
 QR0089  DESIGNATION -  L 60
 QR0089  PID         -  QR0089
 QR0089  STATE/COUNTY-  SD/BROWN
 QR0089  COUNTRY     -  US
 QR0089  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0089
 QR0089                         *CURRENT SURVEY CONTROL
 QR0089  ______________________________________________________________________
 QR0089* NAD 83(1986) POSITION- 45 25 20.     (N) 098 29 46.     (W)   SCALED
 QR0089* NAVD 88 ORTHO HEIGHT -   396.570 (meters)     1301.08  (feet) ADJUSTED
 QR0089  ______________________________________________________________________
 QR0089  GEOID HEIGHT    -        -24.363 (meters)                     GEOID18
 QR0089  DYNAMIC HEIGHT  -        396.544 (meters)     1300.99  (feet) COMP
 QR0089  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QR0089
 QR0089  VERT ORDER      -  SECOND    CLASS 0
 QR0089
 QR0089.The horizontal coordinates were scaled from a map and have
 QR0089.an estimated accuracy of +/- 6 seconds.
 QR0089
 QR0089.The orthometric height was determined by differential leveling and
 QR0089.adjusted by the NATIONAL GEODETIC SURVEY
 QR0089.in June 1991.
 QR0089
 QR0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0089.GEOID18 height accuracy estimate available here.
 QR0089
 QR0089.Click photographs - Photos may exist for this station.
 QR0089
 QR0089.The dynamic height is computed by dividing the NAVD 88
 QR0089.geopotential number by the normal gravity value computed on the
 QR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0089.degrees latitude (g = 980.6199 gals.).
 QR0089
 QR0089.The modeled gravity was interpolated from observed gravity values.
 QR0089
 QR0089;                    North         East    Units  Estimated Accuracy
 QR0089;SPC SD N     -   177,660.      717,690.      MT  (+/- 180 meters Scaled)
 QR0089
 QR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR394299(NAD 83)
 QR0089
 QR0089                          SUPERSEDED SURVEY CONTROL
 QR0089
 QR0089  NGVD 29 (??/??/92)  396.276  (m)         1300.12   (f) ADJ UNCH    2 0
 QR0089
 QR0089.Superseded values are not recommended for survey control.
 QR0089
 QR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0089.See file dsdata.pdf to determine how the superseded data were derived.
 QR0089
 QR0089_MARKER: DB = BENCH MARK DISK
 QR0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0089_SP_SET: BRIDGE
 QR0089_STAMPING: L 60 1934
 QR0089_MARK LOGO: CGS
 QR0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0089
 QR0089  HISTORY     - Date     Condition        Report By
 QR0089  HISTORY     - 1934     MONUMENTED       CGS
 QR0089  HISTORY     - 1982     GOOD             NGS
 QR0089
 QR0089                          STATION DESCRIPTION
 QR0089
 QR0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0089'3.2 MI S FROM ABERDEEN.
 QR0089'3.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0089'PACIFIC RAILWAY FROM THE STATION AT ABERDEEN, BROWN COUNTY,
 QR0089'ABOUT 600 FEET SOUTH OF THE CROSSING OF THE MINNEAPOLIS AND
 QR0089'ST. LOUIS RAILROAD, AT BRIDGE P74, IN THE WEST END OF THE SOUTH
 QR0089'CONCRETE RETAINING WALL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 QR0089'A STANDARD DISK, STAMPED L 60 1934.
 QR0089
 QR0089                          STATION RECOVERY (1982)
 QR0089
 QR0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QR0089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0022 ***********************************************************************
 QR0022  DESIGNATION -  L 61
 QR0022  PID         -  QR0022
 QR0022  STATE/COUNTY-  SD/BROWN
 QR0022  COUNTRY     -  US
 QR0022  USGS QUAD   -  HECLA (2017)
 QR0022
 QR0022                         *CURRENT SURVEY CONTROL
 QR0022  ______________________________________________________________________
 QR0022* NAD 83(1986) POSITION- 45 54 13.62   (N) 098 08 40.72   (W)   HD_HELD1
 QR0022* NAVD 88 ORTHO HEIGHT -   396.336 (meters)     1300.31  (feet) ADJUSTED
 QR0022  ______________________________________________________________________
 QR0022  GEOID HEIGHT    -        -25.112 (meters)                     GEOID18
 QR0022  DYNAMIC HEIGHT  -        396.321 (meters)     1300.26  (feet) COMP
 QR0022  MODELED GRAVITY -    980,564.7   (mgal)                       NAVD 88
 QR0022
 QR0022  VERT ORDER      -  FIRST     CLASS II
 QR0022
 QR0022.The horizontal coordinates were determined by differentially corrected
 QR0022.hand held GPS observations or other comparable positioning techniques
 QR0022.and have an estimated accuracy of +/- 3 meters.
 QR0022
 QR0022.The orthometric height was determined by differential leveling and
 QR0022.adjusted by the NATIONAL GEODETIC SURVEY
 QR0022.in June 1991.
 QR0022
 QR0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0022.GEOID18 height accuracy estimate available here.
 QR0022
 QR0022.Click photographs - Photos may exist for this station.
 QR0022
 QR0022.The dynamic height is computed by dividing the NAVD 88
 QR0022.geopotential number by the normal gravity value computed on the
 QR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0022.degrees latitude (g = 980.6199 gals.).
 QR0022
 QR0022.The modeled gravity was interpolated from observed gravity values.
 QR0022
 QR0022;                    North         East    Units  Estimated Accuracy
 QR0022;SPC SD N     -   231,736.8     743,965.5     MT  (+/- 3 meters HH1 GPS) 
 QR0022
 QR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6634683712(NAD 83)
 QR0022
 QR0022                          SUPERSEDED SURVEY CONTROL
 QR0022
 QR0022  NGVD 29 (??/??/92)  396.019  (m)         1299.27   (f) ADJ UNCH    1 2
 QR0022
 QR0022.Superseded values are not recommended for survey control.
 QR0022
 QR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0022.See file dsdata.pdf to determine how the superseded data were derived.
 QR0022
 QR0022_MARKER: DB = BENCH MARK DISK
 QR0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0022_SP_SET: CULVERT HEADWALL
 QR0022_STAMPING: L 61 1934
 QR0022_MARK LOGO: CGS
 QR0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0022+STABILITY: SURFACE MOTION
 QR0022
 QR0022  HISTORY     - Date     Condition        Report By
 QR0022  HISTORY     - 1934     MONUMENTED       CGS
 QR0022
 QR0022                          STATION DESCRIPTION
 QR0022
 QR0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0022'1.5 MI NE FROM HECLA.
 QR0022'1.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0022'FROM THE STATION AT HECLA, BROWN COUNTY, ABOUT 135 FEET SOUTH OF
 QR0022'THE CROSSING OF STATE HIGHWAY 37, AT A HIGHWAY CULVERT, IN THE
 QR0022'CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL, AND 34 FEET
 QR0022'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 QR0022'STAMPED L 61 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0170 ***********************************************************************
 QQ0170  DESIGNATION -  L 62
 QQ0170  PID         -  QQ0170
 QQ0170  STATE/COUNTY-  SD/MARSHALL
 QQ0170  COUNTRY     -  US
 QQ0170  USGS QUAD   -  LAKE CITY (2017)
 QQ0170
 QQ0170                         *CURRENT SURVEY CONTROL
 QQ0170  ______________________________________________________________________
 QQ0170* NAD 83(1986) POSITION- 45 43 32.     (N) 097 25 02.     (W)   SCALED
 QQ0170* NAVD 88 ORTHO HEIGHT -   568.485 (meters)     1865.10  (feet) ADJUSTED
 QQ0170  ______________________________________________________________________
 QQ0170  GEOID HEIGHT    -        -25.221 (meters)                     GEOID18
 QQ0170  DYNAMIC HEIGHT  -        568.444 (meters)     1864.97  (feet) COMP
 QQ0170  MODELED GRAVITY -    980,526.6   (mgal)                       NAVD 88
 QQ0170
 QQ0170  VERT ORDER      -  SECOND    CLASS 0
 QQ0170
 QQ0170.The horizontal coordinates were scaled from a map and have
 QQ0170.an estimated accuracy of +/- 6 seconds.
 QQ0170
 QQ0170.The orthometric height was determined by differential leveling and
 QQ0170.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0170.in June 1991.
 QQ0170
 QQ0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0170.GEOID18 height accuracy estimate available here.
 QQ0170
 QQ0170.Click photographs - Photos may exist for this station.
 QQ0170
 QQ0170.The dynamic height is computed by dividing the NAVD 88
 QQ0170.geopotential number by the normal gravity value computed on the
 QQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0170.degrees latitude (g = 980.6199 gals.).
 QQ0170
 QQ0170.The modeled gravity was interpolated from observed gravity values.
 QQ0170
 QQ0170;                    North         East    Units  Estimated Accuracy
 QQ0170;SPC SD N     -   213,480.      801,030.      MT  (+/- 180 meters Scaled)
 QQ0170
 QQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR231647(NAD 83)
 QQ0170
 QQ0170                          SUPERSEDED SURVEY CONTROL
 QQ0170
 QQ0170  NGVD 29 (??/??/92)  568.205  (m)         1864.19   (f) ADJ UNCH    2 0
 QQ0170
 QQ0170.Superseded values are not recommended for survey control.
 QQ0170
 QQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0170.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0170
 QQ0170_MARKER: DB = BENCH MARK DISK
 QQ0170_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0170_SP_SET: STEP
 QQ0170_STAMPING: L 62 1934
 QQ0170_MARK LOGO: CGS
 QQ0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0170
 QQ0170  HISTORY     - Date     Condition        Report By
 QQ0170  HISTORY     - 1934     MONUMENTED       CGS
 QQ0170
 QQ0170                          STATION DESCRIPTION
 QQ0170
 QQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0170'AT LAKE CITY.
 QQ0170'AT LAKE CITY, MARSHALL COUNTY, ON STATE HIGHWAY 10, AT THE
 QQ0170'SOUTH ENTRANCE TO THE PUBLIC SCHOOL, IN THE TOP OF THE WEST
 QQ0170'END OF THE TOP CONCRETE STEP, AND 6 INCHES FROM THE CORNER OF
 QQ0170'THE ENTRANCE.  A STANDARD DISK, STAMPED L 62 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0371 ***********************************************************************
 QS0371  DESIGNATION -  L 65
 QS0371  PID         -  QS0371
 QS0371  STATE/COUNTY-  SD/CORSON
 QS0371  COUNTRY     -  US
 QS0371  USGS QUAD   -  MCLAUGHLIN SW (2017)
 QS0371
 QS0371                         *CURRENT SURVEY CONTROL
 QS0371  ______________________________________________________________________
 QS0371* NAD 83(1986) POSITION- 45 52 06.     (N) 100 57 40.     (W)   SCALED
 QS0371* NAVD 88 ORTHO HEIGHT -   659.573 (meters)     2163.95  (feet) ADJUSTED
 QS0371  ______________________________________________________________________
 QS0371  GEOID HEIGHT    -        -21.007 (meters)                     GEOID18
 QS0371  DYNAMIC HEIGHT  -        659.514 (meters)     2163.76  (feet) COMP
 QS0371  MODELED GRAVITY -    980,504.7   (mgal)                       NAVD 88
 QS0371
 QS0371  VERT ORDER      -  SECOND    CLASS 0
 QS0371
 QS0371.The horizontal coordinates were scaled from a map and have
 QS0371.an estimated accuracy of +/- 6 seconds.
 QS0371
 QS0371.The orthometric height was determined by differential leveling and
 QS0371.adjusted by the NATIONAL GEODETIC SURVEY
 QS0371.in June 1991.
 QS0371
 QS0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0371.GEOID18 height accuracy estimate available here.
 QS0371
 QS0371.Click photographs - Photos may exist for this station.
 QS0371
 QS0371.The dynamic height is computed by dividing the NAVD 88
 QS0371.geopotential number by the normal gravity value computed on the
 QS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0371.degrees latitude (g = 980.6199 gals.).
 QS0371
 QS0371.The modeled gravity was interpolated from observed gravity values.
 QS0371
 QS0371;                    North         East    Units  Estimated Accuracy
 QS0371;SPC SD N     -   226,590.      525,370.      MT  (+/- 180 meters Scaled)
 QS0371
 QS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR477812(NAD 83)
 QS0371
 QS0371                          SUPERSEDED SURVEY CONTROL
 QS0371
 QS0371  NGVD 29 (??/??/92)  659.122  (m)         2162.47   (f) ADJ UNCH    2 0
 QS0371
 QS0371.Superseded values are not recommended for survey control.
 QS0371
 QS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0371.See file dsdata.pdf to determine how the superseded data were derived.
 QS0371
 QS0371_MARKER: DB = BENCH MARK DISK
 QS0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0371_STAMPING: L 65 1934
 QS0371_MARK LOGO: CGS
 QS0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0371+STABILITY: SURFACE MOTION
 QS0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0371+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 QS0371
 QS0371  HISTORY     - Date     Condition        Report By
 QS0371  HISTORY     - 1934     MONUMENTED       CGS
 QS0371  HISTORY     - 1940     GOOD             LOCENG
 QS0371  HISTORY     - 19901114 GOOD             NGS
 QS0371
 QS0371                          STATION DESCRIPTION
 QS0371
 QS0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0371'AT CADILLAC.
 QS0371'AT CADILLAC, CORSON COUNTY, OPPOSITE THE CHICAGO, MILWAUKEE, ST.
 QS0371'PAUL AND PACIFIC RAILROAD STATION, 40 FEET SOUTH OF THE CENTER
 QS0371'LINE OF THE TRACK, 3 FEET WEST OF A TALL POLE, 1 FOOT EAST OF A
 QS0371'WHITE REFERENCE POST STENCILED U.S.B.M., AND ABOUT 2 FEET LOWER
 QS0371'THEN THE TRACK.  A STANDARD DISK, STAMPED L 65 1934 AND SET IN
 QS0371'THE TOP OF A CONCRETE POST.
 QS0371
 QS0371                          STATION RECOVERY (1940)
 QS0371
 QS0371'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0371'RECOVERED IN GOOD CONDITION.
 QS0371
 QS0371                          STATION RECOVERY (1990)
 QS0371
 QS0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QS0371'13.76 KM (8.55 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 QS0371'WITH STATE HIGHWAY 63 NORTH (THE ABANDONED TRAIN STATION IS IN THE
 QS0371'NORTHEAST ANGLE OF THIS INTERSECTION) IN MCLAUGHLIN, 12.19 M
 QS0371'(39.99 FT) SOUTH FROM THE CENTER OF THE RAILROAD TRACKS, 0.3 M
 QS0371'(1.0 FT) EAST FROM A WITNESS POST, ABOUT 0.6 M (2.0 FT) LOWER THAN
 QS0371'THE RAILBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0146 ***********************************************************************
 QS0146  DESIGNATION -  L 66
 QS0146  PID         -  QS0146
 QS0146  STATE/COUNTY-  SD/CORSON
 QS0146  COUNTRY     -  US
 QS0146  USGS QUAD   -  MOBRIDGE (2017)
 QS0146
 QS0146                         *CURRENT SURVEY CONTROL
 QS0146  ______________________________________________________________________
 QS0146* NAD 83(1986) POSITION- 45 34 49.     (N) 100 27 53.     (W)   SCALED
 QS0146* NAVD 88 ORTHO HEIGHT -   481.015 (meters)     1578.13  (feet) ADJUSTED
 QS0146  ______________________________________________________________________
 QS0146  GEOID HEIGHT    -        -21.770 (meters)                     GEOID18
 QS0146  DYNAMIC HEIGHT  -        480.976 (meters)     1578.00  (feet) COMP
 QS0146  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 QS0146
 QS0146  VERT ORDER      -  FIRST     CLASS II
 QS0146
 QS0146.The horizontal coordinates were scaled from a map and have
 QS0146.an estimated accuracy of +/- 6 seconds.
 QS0146
 QS0146.The orthometric height was determined by differential leveling and
 QS0146.adjusted by the NATIONAL GEODETIC SURVEY
 QS0146.in June 1991.
 QS0146
 QS0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0146.GEOID18 height accuracy estimate available here.
 QS0146
 QS0146.Click photographs - Photos may exist for this station.
 QS0146
 QS0146.The dynamic height is computed by dividing the NAVD 88
 QS0146.geopotential number by the normal gravity value computed on the
 QS0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0146.degrees latitude (g = 980.6199 gals.).
 QS0146
 QS0146.The modeled gravity was interpolated from observed gravity values.
 QS0146
 QS0146;                    North         East    Units  Estimated Accuracy
 QS0146;SPC SD N     -   194,230.      563,730.      MT  (+/- 180 meters Scaled)
 QS0146
 QS0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR857484(NAD 83)
 QS0146
 QS0146                          SUPERSEDED SURVEY CONTROL
 QS0146
 QS0146  NGVD 29 (??/??/92)  480.642  (m)         1576.91   (f) ADJ UNCH    1 2
 QS0146
 QS0146.Superseded values are not recommended for survey control.
 QS0146
 QS0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0146.See file dsdata.pdf to determine how the superseded data were derived.
 QS0146
 QS0146_MARKER: DB = BENCH MARK DISK
 QS0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0146_STAMPING: L 66 1934
 QS0146_MARK LOGO: CGS
 QS0146_PROJECTION: FLUSH
 QS0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0146+STABILITY: SURFACE MOTION
 QS0146
 QS0146  HISTORY     - Date     Condition        Report By
 QS0146  HISTORY     - 1934     MONUMENTED       CGS
 QS0146  HISTORY     - 1949     GOOD             CGS
 QS0146  HISTORY     - 1964     MARK NOT FOUND   CGS
 QS0146
 QS0146                          STATION DESCRIPTION
 QS0146
 QS0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0146'0.2 MI N FROM MOREAU JUNCTION.
 QS0146'0.25 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0146'PACIFIC RAILROAD FROM THE STATION AT MOREAU JUNCTION, AT A DIRT
 QS0146'ROAD CROSSING, 3 POLES NORTHEAST OF MILEPOST 809, 31 FEET
 QS0146'NORTHWEST OF THE WEST RAIL OF THE MAIN TRACK, 26 FEET SOUTHWEST
 QS0146'OF THE CENTER LINE OF A DIRT ROAD, 1.8 FEET SOUTHWEST OF A
 QS0146'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 QS0146'FLUSH WITH THE GROUND.
 QS0146
 QS0146                          STATION RECOVERY (1964)
 QS0146
 QS0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 QS0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0079 ***********************************************************************
 QS0079  DESIGNATION -  L 67
 QS0079  PID         -  QS0079
 QS0079  STATE/COUNTY-  SD/WALWORTH
 QS0079  COUNTRY     -  US
 QS0079  USGS QUAD   -  SELBY (2017)
 QS0079
 QS0079                         *CURRENT SURVEY CONTROL
 QS0079  ______________________________________________________________________
 QS0079* NAD 83(1986) POSITION- 45 35 17.     (N) 100 02 16.     (W)   SCALED
 QS0079* NAVD 88 ORTHO HEIGHT -   523.593 (meters)     1717.82  (feet) ADJUSTED
 QS0079  ______________________________________________________________________
 QS0079  GEOID HEIGHT    -        -22.346 (meters)                     GEOID18
 QS0079  DYNAMIC HEIGHT  -        523.546 (meters)     1717.67  (feet) COMP
 QS0079  MODELED GRAVITY -    980,509.7   (mgal)                       NAVD 88
 QS0079
 QS0079  VERT ORDER      -  SECOND    CLASS 0
 QS0079
 QS0079.The horizontal coordinates were scaled from a map and have
 QS0079.an estimated accuracy of +/- 6 seconds.
 QS0079
 QS0079.The orthometric height was determined by differential leveling and
 QS0079.adjusted by the NATIONAL GEODETIC SURVEY
 QS0079.in June 1991.
 QS0079
 QS0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0079.GEOID18 height accuracy estimate available here.
 QS0079
 QS0079.Click photographs - Photos may exist for this station.
 QS0079
 QS0079.The dynamic height is computed by dividing the NAVD 88
 QS0079.geopotential number by the normal gravity value computed on the
 QS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0079.degrees latitude (g = 980.6199 gals.).
 QS0079
 QS0079.The modeled gravity was interpolated from observed gravity values.
 QS0079
 QS0079;                    North         East    Units  Estimated Accuracy
 QS0079;SPC SD N     -   195,000.      597,050.      MT  (+/- 180 meters Scaled)
 QS0079
 QS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR190488(NAD 83)
 QS0079
 QS0079                          SUPERSEDED SURVEY CONTROL
 QS0079
 QS0079  NGVD 29 (??/??/92)  523.223  (m)         1716.61   (f) ADJ UNCH    2 0
 QS0079
 QS0079.Superseded values are not recommended for survey control.
 QS0079
 QS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0079.See file dsdata.pdf to determine how the superseded data were derived.
 QS0079
 QS0079_MARKER: DB = BENCH MARK DISK
 QS0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0079_SP_SET: BRIDGE
 QS0079_STAMPING: L 67 1934
 QS0079_MARK LOGO: CGS
 QS0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0079
 QS0079  HISTORY     - Date     Condition        Report By
 QS0079  HISTORY     - 1934     MONUMENTED       CGS
 QS0079  HISTORY     - 1953     GOOD             CGS
 QS0079
 QS0079                          STATION DESCRIPTION
 QS0079
 QS0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0079'5.8 MI N FROM SELBY.
 QS0079'ABOUT 5.8 MILES NORTH ALONG OLD U.S. HIGHWAY 83 FROM THE COUNTY
 QS0079'COURTHOUSE AT SELBY, WALWORTH COUNTY, ABOUT 0.2 MILE SOUTH OF
 QS0079'THE CAMPBELL-WALWORTH COUNTY LINE, AT THE SOUTH ONE OF TWO
 QS0079'BRIDGES, IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL,
 QS0079'12.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19.7 FEET
 QS0079'SOUTH OF A WHITE POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 QS0079'A STANDARD DISK, STAMPED L 67 1934.
 QS0079
 QS0079                          STATION RECOVERY (1953)
 QS0079
 QS0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0321 ***********************************************************************
 QR0321  DESIGNATION -  L 68 RESET
 QR0321  PID         -  QR0321
 QR0321  STATE/COUNTY-  SD/POTTER
 QR0321  COUNTRY     -  US
 QR0321  USGS QUAD   -  GETTYSBURG (2017)
 QR0321
 QR0321                         *CURRENT SURVEY CONTROL
 QR0321  ______________________________________________________________________
 QR0321* NAD 83(1986) POSITION- 45 05 37.     (N) 099 56 22.     (W)   SCALED
 QR0321* NAVD 88 ORTHO HEIGHT -   631.30  (meters)     2071.2   (feet) RESET
 QR0321  ______________________________________________________________________
 QR0321  GEOID HEIGHT    -        -22.455 (meters)                     GEOID18
 QR0321  VERT ORDER      -  THIRD
 QR0321
 QR0321.The horizontal coordinates were scaled from a map and have
 QR0321.an estimated accuracy of +/- 6 seconds.
 QR0321
 QR0321.The orthometric height was computed from unverified reset data.
 QR0321
 QR0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0321.GEOID18 height accuracy estimate available here.
 QR0321
 QR0321.Click photographs - Photos may exist for this station.
 QR0321
 QR0321;                    North         East    Units  Estimated Accuracy
 QR0321;SPC SD N     -   140,050.      604,770.      MT  (+/- 180 meters Scaled)
 QR0321
 QR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ260937(NAD 83)
 QR0321
 QR0321                          SUPERSEDED SURVEY CONTROL
 QR0321
 QR0321.No superseded survey control is available for this station.
 QR0321
 QR0321_MARKER: DB = BENCH MARK DISK
 QR0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0321_STAMPING: L 68 RESET 1956
 QR0321_MARK LOGO: CGS
 QR0321_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0321+STABILITY: SURFACE MOTION
 QR0321
 QR0321  HISTORY     - Date     Condition        Report By
 QR0321  HISTORY     - 1956     MONUMENTED       CGS
 QR0321
 QR0321                          STATION DESCRIPTION
 QR0321
 QR0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0321'6 MI N FROM GETTYSBURG.
 QR0321'6.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER TOWER
 QR0321'AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG U.S.
 QR0321'HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF GETTYSBURG,
 QR0321'THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 83, 50 FEET WEST OF
 QR0321'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF AN EAST-AND-WEST
 QR0321'FENCE LINE.  A STANDARD DISK, STAMPED L 68 RESET 1956 AND SET
 QR0321'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0247 ***********************************************************************
 QS0247  DESIGNATION -  L 69
 QS0247  PID         -  QS0247
 QS0247  STATE/COUNTY-  SD/DEWEY
 QS0247  COUNTRY     -  US
 QS0247  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0247
 QS0247                         *CURRENT SURVEY CONTROL
 QS0247  ______________________________________________________________________
 QS0247* NAD 83(1986) POSITION- 45 06 27.     (N) 100 29 16.     (W)   SCALED
 QS0247* NAVD 88 ORTHO HEIGHT -   621.353 (meters)     2038.56  (feet) ADJUSTED
 QS0247  ______________________________________________________________________
 QS0247  GEOID HEIGHT    -        -22.278 (meters)                     GEOID18
 QS0247  DYNAMIC HEIGHT  -        621.252 (meters)     2038.22  (feet) COMP
 QS0247  MODELED GRAVITY -    980,434.4   (mgal)                       NAVD 88
 QS0247
 QS0247  VERT ORDER      -  SECOND    CLASS 0
 QS0247
 QS0247.The horizontal coordinates were scaled from a map and have
 QS0247.an estimated accuracy of +/- 6 seconds.
 QS0247
 QS0247.The orthometric height was determined by differential leveling and
 QS0247.adjusted by the NATIONAL GEODETIC SURVEY
 QS0247.in June 1991.
 QS0247
 QS0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0247.GEOID18 height accuracy estimate available here.
 QS0247
 QS0247.Click photographs - Photos may exist for this station.
 QS0247
 QS0247.The dynamic height is computed by dividing the NAVD 88
 QS0247.geopotential number by the normal gravity value computed on the
 QS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0247.degrees latitude (g = 980.6199 gals.).
 QS0247
 QS0247.The modeled gravity was interpolated from observed gravity values.
 QS0247
 QS0247;                    North         East    Units  Estimated Accuracy
 QS0247;SPC SD N     -   141,700.      561,620.      MT  (+/- 180 meters Scaled)
 QS0247
 QS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ829959(NAD 83)
 QS0247
 QS0247                          SUPERSEDED SURVEY CONTROL
 QS0247
 QS0247  NGVD 29 (??/??/92)  620.95   (m)         2037.2    (f) COMPUTED    2 0
 QS0247
 QS0247.Superseded values are not recommended for survey control.
 QS0247
 QS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0247.See file dsdata.pdf to determine how the superseded data were derived.
 QS0247
 QS0247_MARKER: DB = BENCH MARK DISK
 QS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0247_STAMPING: L 69 1934
 QS0247_MARK LOGO: CGS
 QS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0247+STABILITY: SURFACE MOTION
 QS0247
 QS0247  HISTORY     - Date     Condition        Report By
 QS0247  HISTORY     - 1934     MONUMENTED       CGS
 QS0247  HISTORY     - 1945     GOOD             CGS
 QS0247
 QS0247                          STATION DESCRIPTION
 QS0247
 QS0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0247'0.3 MI N FROM LA PLANT.
 QS0247'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0247'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0247'THENCE ABOUT 9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, ON A
 QS0247'LONG GRADE, IN LINE WITH A ROW OF POLES, 42 FEET NORTHWEST OF A
 QS0247'GUYED POLE, 63 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QS0247'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND 1 FOOT NORTH OF A WHITE
 QS0247'WOODEN WITNESS POST.  A STANDRD DISK, STAMPED L 69 1934 AND SET
 QS0247'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE
 QS0247'GROUND.
 QS0247
 QS0247                          STATION RECOVERY (1945)
 QS0247
 QS0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0359 ***********************************************************************
 OR0359  DESIGNATION -  L 7
 OR0359  PID         -  OR0359
 OR0359  STATE/COUNTY-  SD/BRULE
 OR0359  COUNTRY     -  US
 OR0359  USGS QUAD   -  PLATTE LAKE (2017)
 OR0359
 OR0359                         *CURRENT SURVEY CONTROL
 OR0359  ______________________________________________________________________
 OR0359* NAD 83(1986) POSITION- 43 44 29.37   (N) 098 47 43.63   (W)   HD_HELD1
 OR0359* NAVD 88 ORTHO HEIGHT -   496.467 (meters)     1628.83  (feet) ADJUSTED
 OR0359  ______________________________________________________________________
 OR0359  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 OR0359  DYNAMIC HEIGHT  -        496.337 (meters)     1628.40  (feet) COMP
 OR0359  MODELED GRAVITY -    980,341.3   (mgal)                       NAVD 88
 OR0359
 OR0359  VERT ORDER      -  FIRST     CLASS II
 OR0359
 OR0359.The horizontal coordinates were determined by differentially corrected
 OR0359.hand held GPS observations or other comparable positioning techniques
 OR0359.and have an estimated accuracy of +/- 3 meters.
 OR0359
 OR0359.The orthometric height was determined by differential leveling and
 OR0359.adjusted by the NATIONAL GEODETIC SURVEY
 OR0359.in June 1991.
 OR0359
 OR0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0359.GEOID18 height accuracy estimate available here.
 OR0359
 OR0359.Click photographs - Photos may exist for this station.
 OR0359
 OR0359.The dynamic height is computed by dividing the NAVD 88
 OR0359.geopotential number by the normal gravity value computed on the
 OR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0359.degrees latitude (g = 980.6199 gals.).
 OR0359
 OR0359.The modeled gravity was interpolated from observed gravity values.
 OR0359
 OR0359;                    North         East    Units  Estimated Accuracy
 OR0359;SPC SD S     -   157,581.3     723,863.5     MT  (+/- 3 meters HH1 GPS) 
 OR0359
 OR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1647043181(NAD 83)
 OR0359
 OR0359                          SUPERSEDED SURVEY CONTROL
 OR0359
 OR0359  NGVD 29 (??/??/92)  496.120  (m)         1627.69   (f) ADJ UNCH    1 2
 OR0359
 OR0359.Superseded values are not recommended for survey control.
 OR0359
 OR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0359.See file dsdata.pdf to determine how the superseded data were derived.
 OR0359
 OR0359_MARKER: DB = BENCH MARK DISK
 OR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0359_STAMPING: L 7 1925
 OR0359_MARK LOGO: CGS
 OR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0359+STABILITY: SURFACE MOTION
 OR0359
 OR0359  HISTORY     - Date     Condition        Report By
 OR0359  HISTORY     - 1925     MONUMENTED       CGS
 OR0359  HISTORY     - 1935     GOOD             CGS
 OR0359  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0359
 OR0359                          STATION DESCRIPTION
 OR0359
 OR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0359'4 MI NW FROM WHITE LAKE.
 OR0359'IN BRULE COUNTY, ABOUT 4 MILES NORTHWEST ALONG THE CHICAGO,
 OR0359'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM WHITE LAKE,
 OR0359'AURORA COUNTY, AT THE AURORA-BRULE COUNTY LINE, 92.2 FEET WEST
 OR0359'OF THE CENTER LINE OF THE COUNTY-LINE ROAD, 55 FEET SOUTHWEST
 OR0359'OF THE SOUTH END OF A CONCRETE-PIPE CULVERT UNDER THE TRACK, 45.9
 OR0359'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 33.8 FEET WEST OF A
 OR0359'POLE, AND 1.5 FEET NORTH OF A ROW OF POLES.  A STANDARD DISK,
 OR0359'STAMPED L 7 1925 AND SET IN THE TOP OF A CONCRETE POST.
 OR0359
 OR0359                          STATION RECOVERY (1935)
 OR0359
 OR0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0359'RECOVERED IN GOOD CONDITION.
 OR0359
 OR0359                          STATION RECOVERY (2012)
 OR0359
 OR0359'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0359'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2036 ***********************************************************************
 PU2036  DESIGNATION -  L 7 B 1
 PU2036  PID         -  PU2036
 PU2036  STATE/COUNTY-  SD/LAWRENCE
 PU2036  COUNTRY     -  US
 PU2036  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2036
 PU2036                         *CURRENT SURVEY CONTROL
 PU2036  ______________________________________________________________________
 PU2036* NAD 83(1986) POSITION- 44 31 02.     (N) 103 34 57.     (W)   SCALED
 PU2036* NAVD 88 ORTHO HEIGHT -  1047.235 (meters)     3435.80  (feet) ADJUSTED
 PU2036  ______________________________________________________________________
 PU2036  GEOID HEIGHT    -        -15.465 (meters)                     GEOID18
 PU2036  DYNAMIC HEIGHT  -       1046.912 (meters)     3434.74  (feet) COMP
 PU2036  MODELED GRAVITY -    980,273.1   (mgal)                       NAVD 88
 PU2036
 PU2036  VERT ORDER      -  SECOND    CLASS 0
 PU2036
 PU2036.The horizontal coordinates were scaled from a map and have
 PU2036.an estimated accuracy of +/- 6 seconds.
 PU2036
 PU2036.The orthometric height was determined by differential leveling and
 PU2036.adjusted by the NATIONAL GEODETIC SURVEY
 PU2036.in June 1991.
 PU2036
 PU2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2036.GEOID18 height accuracy estimate available here.
 PU2036
 PU2036.Click photographs - Photos may exist for this station.
 PU2036
 PU2036.The dynamic height is computed by dividing the NAVD 88
 PU2036.geopotential number by the normal gravity value computed on the
 PU2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2036.degrees latitude (g = 980.6199 gals.).
 PU2036
 PU2036.The modeled gravity was interpolated from observed gravity values.
 PU2036
 PU2036;                    North         East    Units  Estimated Accuracy
 PU2036;SPC SD N     -    82,300.      315,270.      MT  (+/- 180 meters Scaled)
 PU2036
 PU2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK126302(NAD 83)
 PU2036
 PU2036                          SUPERSEDED SURVEY CONTROL
 PU2036
 PU2036  NGVD 29 (??/??/92) 1046.72   (m)         3434.1    (f) COMPUTED    2 0
 PU2036
 PU2036.Superseded values are not recommended for survey control.
 PU2036
 PU2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2036.See file dsdata.pdf to determine how the superseded data were derived.
 PU2036
 PU2036_MARKER: Z = SEE DESCRIPTION
 PU2036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2036_SP_SET: PIER
 PU2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2036
 PU2036  HISTORY     - Date     Condition        Report By
 PU2036  HISTORY     - UNK      MONUMENTED       USAF
 PU2036  HISTORY     - 1962     GOOD             CGS
 PU2036
 PU2036                          STATION DESCRIPTION
 PU2036
 PU2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2036'5.6 MI NE FROM WHITEWOOD.
 PU2036'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2036'RAILWAY STATION AT WHITEWOOD, THENCE 4.8 MILES NORTHEAST ALONG
 PU2036'A ROAD, THENCE 0.55 MILE EAST ALONG A ROAD, 40 1/2 FEET SOUTH
 PU2036'OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF A FENCE, THE
 PU2036'CENTER OF A TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH DIAMETER
 PU2036'CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2037 ***********************************************************************
 PU2037  DESIGNATION -  L 7 B 2
 PU2037  PID         -  PU2037
 PU2037  STATE/COUNTY-  SD/LAWRENCE
 PU2037  COUNTRY     -  US
 PU2037  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2037
 PU2037                         *CURRENT SURVEY CONTROL
 PU2037  ______________________________________________________________________
 PU2037* NAD 83(1986) POSITION- 44 31 09.     (N) 103 34 40.     (W)   SCALED
 PU2037* NAVD 88 ORTHO HEIGHT -  1044.492 (meters)     3426.80  (feet) ADJUSTED
 PU2037  ______________________________________________________________________
 PU2037  GEOID HEIGHT    -        -15.490 (meters)                     GEOID18
 PU2037  DYNAMIC HEIGHT  -       1044.170 (meters)     3425.75  (feet) COMP
 PU2037  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 PU2037
 PU2037  VERT ORDER      -  SECOND    CLASS 0
 PU2037
 PU2037.The horizontal coordinates were scaled from a map and have
 PU2037.an estimated accuracy of +/- 6 seconds.
 PU2037
 PU2037.The orthometric height was determined by differential leveling and
 PU2037.adjusted by the NATIONAL GEODETIC SURVEY
 PU2037.in June 1991.
 PU2037
 PU2037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2037.GEOID18 height accuracy estimate available here.
 PU2037
 PU2037.Click photographs - Photos may exist for this station.
 PU2037
 PU2037.The dynamic height is computed by dividing the NAVD 88
 PU2037.geopotential number by the normal gravity value computed on the
 PU2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2037.degrees latitude (g = 980.6199 gals.).
 PU2037
 PU2037.The modeled gravity was interpolated from observed gravity values.
 PU2037
 PU2037;                    North         East    Units  Estimated Accuracy
 PU2037;SPC SD N     -    82,500.      315,650.      MT  (+/- 180 meters Scaled)
 PU2037
 PU2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK130305(NAD 83)
 PU2037
 PU2037                          SUPERSEDED SURVEY CONTROL
 PU2037
 PU2037  NGVD 29 (??/??/92) 1043.98   (m)         3425.1    (f) COMPUTED    2 0
 PU2037
 PU2037.Superseded values are not recommended for survey control.
 PU2037
 PU2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2037.See file dsdata.pdf to determine how the superseded data were derived.
 PU2037
 PU2037_MARKER: Z = SEE DESCRIPTION
 PU2037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2037_SP_SET: PIER
 PU2037_STAMPING: L 7 B 2
 PU2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2037
 PU2037  HISTORY     - Date     Condition        Report By
 PU2037  HISTORY     - UNK      MONUMENTED       USAF
 PU2037  HISTORY     - 1962     GOOD             CGS
 PU2037
 PU2037                          STATION DESCRIPTION
 PU2037
 PU2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2037'5.8 MI NE FROM WHITEWOOD.
 PU2037'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2037'RAILWAY STATION AT WHITEWOOD, THENCE 4.8 MILES NORTHEAST ALONG
 PU2037'A ROAD, THENCE 0.75 MILE EAST ALONG A ROAD, 0.1 MILE NORTH OF
 PU2037'THE ROAD AND IN A PASTURE, THE CENTER OF A TRIBRACH MOUNTED ON
 PU2037'THE TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0482 ***********************************************************************
 QS0482  DESIGNATION -  L 70
 QS0482  PID         -  QS0482
 QS0482  STATE/COUNTY-  SD/DEWEY
 QS0482  COUNTRY     -  US
 QS0482  USGS QUAD   -  PARADE SW (2017)
 QS0482
 QS0482                         *CURRENT SURVEY CONTROL
 QS0482  ______________________________________________________________________
 QS0482* NAD 83(1986) POSITION- 45 01 12.     (N) 101 08 12.     (W)   SCALED
 QS0482* NAVD 88 ORTHO HEIGHT -   732.187 (meters)     2402.18  (feet) ADJUSTED
 QS0482  ______________________________________________________________________
 QS0482  GEOID HEIGHT    -        -21.483 (meters)                     GEOID18
 QS0482  DYNAMIC HEIGHT  -        732.037 (meters)     2401.69  (feet) COMP
 QS0482  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 QS0482
 QS0482  VERT ORDER      -  SECOND    CLASS 0
 QS0482
 QS0482.The horizontal coordinates were scaled from a map and have
 QS0482.an estimated accuracy of +/- 6 seconds.
 QS0482
 QS0482.The orthometric height was determined by differential leveling and
 QS0482.adjusted by the NATIONAL GEODETIC SURVEY
 QS0482.in June 1991.
 QS0482
 QS0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0482.GEOID18 height accuracy estimate available here.
 QS0482
 QS0482.Click photographs - Photos may exist for this station.
 QS0482
 QS0482.The dynamic height is computed by dividing the NAVD 88
 QS0482.geopotential number by the normal gravity value computed on the
 QS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0482.degrees latitude (g = 980.6199 gals.).
 QS0482
 QS0482.The modeled gravity was interpolated from observed gravity values.
 QS0482
 QS0482;                    North         East    Units  Estimated Accuracy
 QS0482;SPC SD N     -   132,490.      510,420.      MT  (+/- 180 meters Scaled)
 QS0482
 QS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ316873(NAD 83)
 QS0482
 QS0482                          SUPERSEDED SURVEY CONTROL
 QS0482
 QS0482  NGVD 29 (??/??/92)  731.694  (m)         2400.57   (f) ADJ UNCH    2 0
 QS0482
 QS0482.Superseded values are not recommended for survey control.
 QS0482
 QS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0482.See file dsdata.pdf to determine how the superseded data were derived.
 QS0482
 QS0482_MARKER: DB = BENCH MARK DISK
 QS0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0482_STAMPING: L 70 1934
 QS0482_MARK LOGO: CGS
 QS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0482+STABILITY: SURFACE MOTION
 QS0482
 QS0482  HISTORY     - Date     Condition        Report By
 QS0482  HISTORY     - 1934     MONUMENTED       CGS
 QS0482  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0482
 QS0482                          STATION DESCRIPTION
 QS0482
 QS0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0482'1.6 MI W FROM PARADE.
 QS0482'ABOUT 1.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0482'AND PACIFIC RAILROAD FROM THE STATION AT PARADE, DEWEY COUNTY,
 QS0482'ABOUT 1 POLE NORTHEAST OF MILEPOST 58, BETWEEN TWO CUTS ABOUT
 QS0482'300 FEET APART, OPPOSITE A POLE, 45 FEET NORTHWEST OF THE CENTER
 QS0482'LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 QS0482'STANDARD DISK, STAMPED L 70 1934 AND SET IN THE TOP OF A CONCRETE
 QS0482'POST.
 QS0482
 QS0482                          STATION RECOVERY (1996)
 QS0482
 QS0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0482'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0266 ***********************************************************************
 QS0266  DESIGNATION -  L 71
 QS0266  PID         -  QS0266
 QS0266  STATE/COUNTY-  SD/DEWEY
 QS0266  COUNTRY     -  US
 QS0266  USGS QUAD   -  TRAIL CITY (2017)
 QS0266
 QS0266                         *CURRENT SURVEY CONTROL
 QS0266  ______________________________________________________________________
 QS0266* NAD 83(1986) POSITION- 45 24 00.     (N) 100 38 01.     (W)   SCALED
 QS0266* NAVD 88 ORTHO HEIGHT -   527.168 (meters)     1729.55  (feet) ADJUSTED
 QS0266  ______________________________________________________________________
 QS0266  GEOID HEIGHT    -        -21.650 (meters)                     GEOID18
 QS0266  DYNAMIC HEIGHT  -        527.108 (meters)     1729.35  (feet) COMP
 QS0266  MODELED GRAVITY -    980,486.2   (mgal)                       NAVD 88
 QS0266
 QS0266  VERT ORDER      -  SECOND    CLASS 0
 QS0266
 QS0266.The horizontal coordinates were scaled from a map and have
 QS0266.an estimated accuracy of +/- 6 seconds.
 QS0266
 QS0266.The orthometric height was determined by differential leveling and
 QS0266.adjusted by the NATIONAL GEODETIC SURVEY
 QS0266.in June 1991.
 QS0266
 QS0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0266.GEOID18 height accuracy estimate available here.
 QS0266
 QS0266.Click photographs - Photos may exist for this station.
 QS0266
 QS0266.The dynamic height is computed by dividing the NAVD 88
 QS0266.geopotential number by the normal gravity value computed on the
 QS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0266.degrees latitude (g = 980.6199 gals.).
 QS0266
 QS0266.The modeled gravity was interpolated from observed gravity values.
 QS0266
 QS0266;                    North         East    Units  Estimated Accuracy
 QS0266;SPC SD N     -   174,290.      550,390.      MT  (+/- 180 meters Scaled)
 QS0266
 QS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR721286(NAD 83)
 QS0266
 QS0266                          SUPERSEDED SURVEY CONTROL
 QS0266
 QS0266  NGVD 29 (??/??/92)  526.770  (m)         1728.24   (f) ADJ UNCH    2 0
 QS0266
 QS0266.Superseded values are not recommended for survey control.
 QS0266
 QS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0266.See file dsdata.pdf to determine how the superseded data were derived.
 QS0266
 QS0266_MARKER: DB = BENCH MARK DISK
 QS0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0266_STAMPING: L 71 1934
 QS0266_MARK LOGO: CGS
 QS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0266+STABILITY: SURFACE MOTION
 QS0266
 QS0266  HISTORY     - Date     Condition        Report By
 QS0266  HISTORY     - 1934     MONUMENTED       CGS
 QS0266  HISTORY     - 1940     GOOD             LOCENG
 QS0266
 QS0266                          STATION DESCRIPTION
 QS0266
 QS0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0266'5.3 MI NW FROM PROMISE.
 QS0266'ABOUT 5.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0266'PAUL AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY
 QS0266'COUNTY, ABOUT 4 POLES NORTH OF CULVERT 2049, AT A ROAD CROSSING,
 QS0266'36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTHEAST
 QS0266'OF THE CENTER LINE OF THE TRACK, 5 FEET NORTH OF A POLE, 1 FOOT
 QS0266'WEST OF A WHITE REFERENCE POST STENCILED U.S.B.M., AND ABOUT
 QS0266'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 71 1934 AND
 QS0266'SET IN THE TOP OF A CONCRETE POST.
 QS0266
 QS0266                          STATION RECOVERY (1940)
 QS0266
 QS0266'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0391 ***********************************************************************
 PT0391  DESIGNATION -  L 72
 PT0391  PID         -  PT0391
 PT0391  STATE/COUNTY-  SD/ZIEBACH
 PT0391  COUNTRY     -  US
 PT0391  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0391
 PT0391                         *CURRENT SURVEY CONTROL
 PT0391  ______________________________________________________________________
 PT0391* NAD 83(1986) POSITION- 44 43 30.81   (N) 101 14 56.32   (W)   HD_HELD1
 PT0391* NAVD 88 ORTHO HEIGHT -   528.738 (meters)     1734.70  (feet) ADJUSTED
 PT0391  ______________________________________________________________________
 PT0391  GEOID HEIGHT    -        -21.742 (meters)                     GEOID18
 PT0391  DYNAMIC HEIGHT  -        528.635 (meters)     1734.36  (feet) COMP
 PT0391  MODELED GRAVITY -    980,407.1   (mgal)                       NAVD 88
 PT0391
 PT0391  VERT ORDER      -  SECOND    CLASS 0
 PT0391
 PT0391.The horizontal coordinates were determined by differentially corrected
 PT0391.hand held GPS observations or other comparable positioning techniques
 PT0391.and have an estimated accuracy of +/- 3 meters.
 PT0391
 PT0391.The orthometric height was determined by differential leveling and
 PT0391.adjusted by the NATIONAL GEODETIC SURVEY
 PT0391.in June 1991.
 PT0391
 PT0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0391.GEOID18 height accuracy estimate available here.
 PT0391
 PT0391.Click photographs - Photos may exist for this station.
 PT0391
 PT0391.The dynamic height is computed by dividing the NAVD 88
 PT0391.geopotential number by the normal gravity value computed on the
 PT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0391.degrees latitude (g = 980.6199 gals.).
 PT0391
 PT0391.The modeled gravity was interpolated from observed gravity values.
 PT0391
 PT0391;                    North         East    Units  Estimated Accuracy
 PT0391;SPC SD N     -    99,872.0     501,060.9     MT  (+/- 3 meters HH1 GPS) 
 PT0391
 PT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2190054887(NAD 83)
 PT0391
 PT0391                          SUPERSEDED SURVEY CONTROL
 PT0391
 PT0391  NGVD 29 (??/??/92)  528.290  (m)         1733.23   (f) ADJ UNCH    2 0
 PT0391
 PT0391.Superseded values are not recommended for survey control.
 PT0391
 PT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0391.See file dsdata.pdf to determine how the superseded data were derived.
 PT0391
 PT0391_MARKER: DB = BENCH MARK DISK
 PT0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0391_SP_SET: BRIDGE
 PT0391_STAMPING: L 72 1934
 PT0391_MARK LOGO: CGS
 PT0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0391
 PT0391  HISTORY     - Date     Condition        Report By
 PT0391  HISTORY     - 1934     MONUMENTED       CGS
 PT0391
 PT0391                          STATION DESCRIPTION
 PT0391
 PT0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0391'IN HAAKON COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0391'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY, 20.2
 PT0391'MILES SOUTH ALONG STATE HIGHWAY 63, AT A CONCRETE BRIDGE, IN THE
 PT0391'TOP OF THE WEST CONCRETE HEADWALL, 1 FOOT SOUTH OF THE NORTH
 PT0391'CORNER, AND 2.5 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0407 ***********************************************************************
 PT0407  DESIGNATION -  L 75
 PT0407  PID         -  PT0407
 PT0407  STATE/COUNTY-  SD/HAAKON
 PT0407  COUNTRY     -  US
 PT0407  USGS QUAD   -  KIRLEY (2017)
 PT0407
 PT0407                         *CURRENT SURVEY CONTROL
 PT0407  ______________________________________________________________________
 PT0407* NAD 83(1986) POSITION- 44 37 05.59   (N) 101 17 09.33   (W)   HD_HELD1
 PT0407* NAVD 88 ORTHO HEIGHT -   648.703 (meters)     2128.29  (feet) ADJUSTED
 PT0407  ______________________________________________________________________
 PT0407  GEOID HEIGHT    -        -21.772 (meters)                     GEOID18
 PT0407  DYNAMIC HEIGHT  -        648.557 (meters)     2127.81  (feet) COMP
 PT0407  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 PT0407
 PT0407  VERT ORDER      -  SECOND    CLASS 0
 PT0407
 PT0407.The horizontal coordinates were determined by differentially corrected
 PT0407.hand held GPS observations or other comparable positioning techniques
 PT0407.and have an estimated accuracy of +/- 3 meters.
 PT0407
 PT0407.The orthometric height was determined by differential leveling and
 PT0407.adjusted by the NATIONAL GEODETIC SURVEY
 PT0407.in June 1991.
 PT0407
 PT0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0407.GEOID18 height accuracy estimate available here.
 PT0407
 PT0407.Click photographs - Photos may exist for this station.
 PT0407
 PT0407.The dynamic height is computed by dividing the NAVD 88
 PT0407.geopotential number by the normal gravity value computed on the
 PT0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0407.degrees latitude (g = 980.6199 gals.).
 PT0407
 PT0407.The modeled gravity was interpolated from observed gravity values.
 PT0407
 PT0407;                    North         East    Units  Estimated Accuracy
 PT0407;SPC SD S     -   254,282.9     524,391.2     MT  (+/- 3 meters HH1 GPS) 
 PT0407
 PT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1864043082(NAD 83)
 PT0407
 PT0407                          SUPERSEDED SURVEY CONTROL
 PT0407
 PT0407  NGVD 29 (??/??/92)  648.236  (m)         2126.75   (f) ADJ UNCH    2 0
 PT0407
 PT0407.Superseded values are not recommended for survey control.
 PT0407
 PT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0407.See file dsdata.pdf to determine how the superseded data were derived.
 PT0407
 PT0407_MARKER: DB = BENCH MARK DISK
 PT0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0407_STAMPING: L 75 1934
 PT0407_MARK LOGO: CGS
 PT0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0407+STABILITY: SURFACE MOTION
 PT0407
 PT0407  HISTORY     - Date     Condition        Report By
 PT0407  HISTORY     - 1934     MONUMENTED       CGS
 PT0407
 PT0407                          STATION DESCRIPTION
 PT0407
 PT0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0407'12.1 MI NE FROM CHERRY CREEK.
 PT0407'12.1 MILES NORTHEAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE
 PT0407'AT CHERRY CREEK, HAAKON COUNTY, 7.5 MILES SOUTHWEST OF THE BRIDGE
 PT0407'ON STATE HIGHWAY 63 OVER CHEYENNE RIVER AT A CURVE TO THE WEST,
 PT0407'36 FEET WEST OF A JUNCTION IN THE RIGHT-OF-WAY FENCE, 35 FEET
 PT0407'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 PT0407'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0332 ***********************************************************************
 PT0332  DESIGNATION -  L 76
 PT0332  PID         -  PT0332
 PT0332  STATE/COUNTY-  SD/JONES
 PT0332  COUNTRY     -  US
 PT0332  USGS QUAD   -  VAN METRE (2017)
 PT0332
 PT0332                         *CURRENT SURVEY CONTROL
 PT0332  ______________________________________________________________________
 PT0332* NAD 83(1986) POSITION- 44 07 44.99   (N) 100 52 17.87   (W)   HD_HELD1
 PT0332* NAVD 88 ORTHO HEIGHT -   527.122 (meters)     1729.40  (feet) ADJUSTED
 PT0332  ______________________________________________________________________
 PT0332  GEOID HEIGHT    -        -23.413 (meters)                     GEOID18
 PT0332  DYNAMIC HEIGHT  -        526.983 (meters)     1728.94  (feet) COMP
 PT0332  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 PT0332
 PT0332  VERT ORDER      -  SECOND    CLASS 0
 PT0332
 PT0332.The horizontal coordinates were determined by differentially corrected
 PT0332.hand held GPS observations or other comparable positioning techniques
 PT0332.and have an estimated accuracy of +/- 3 meters.
 PT0332
 PT0332.The orthometric height was determined by differential leveling and
 PT0332.adjusted by the NATIONAL GEODETIC SURVEY
 PT0332.in June 1991.
 PT0332
 PT0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0332.GEOID18 height accuracy estimate available here.
 PT0332
 PT0332.Click photographs - Photos may exist for this station.
 PT0332
 PT0332.The dynamic height is computed by dividing the NAVD 88
 PT0332.geopotential number by the normal gravity value computed on the
 PT0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0332.degrees latitude (g = 980.6199 gals.).
 PT0332
 PT0332.The modeled gravity was interpolated from observed gravity values.
 PT0332
 PT0332;                    North         East    Units  Estimated Accuracy
 PT0332;SPC SD S     -   199,645.5     556,921.6     MT  (+/- 3 meters HH1 GPS) 
 PT0332
 PT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5026887922(NAD 83)
 PT0332
 PT0332                          SUPERSEDED SURVEY CONTROL
 PT0332
 PT0332  NGVD 29 (??/??/92)  526.695  (m)         1728.00   (f) ADJ UNCH    2 0
 PT0332
 PT0332.Superseded values are not recommended for survey control.
 PT0332
 PT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0332.See file dsdata.pdf to determine how the superseded data were derived.
 PT0332
 PT0332_MARKER: DB = BENCH MARK DISK
 PT0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0332_STAMPING: L 76 1934
 PT0332_MARK LOGO: CGS
 PT0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0332+STABILITY: SURFACE MOTION
 PT0332
 PT0332  HISTORY     - Date     Condition        Report By
 PT0332  HISTORY     - 1934     MONUMENTED       CGS
 PT0332
 PT0332                          STATION DESCRIPTION
 PT0332
 PT0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0332'4.7 MI W FROM VAN METRE.
 PT0332'4.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0332'THE STATION AT VAN METRE, JONES COUNTY, ONE POLE EAST OF BRIDGE
 PT0332'NO. 1589, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 6 FEET
 PT0332'SOUTH OF A POLE, 1 FOOT NORTH OF A FENCE, AND ABOUT 1 FOOT
 PT0332'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 76 1934 AND
 PT0332'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0155 ***********************************************************************
 PS0155  DESIGNATION -  L 79
 PS0155  PID         -  PS0155
 PS0155  STATE/COUNTY-  SD/HAND
 PS0155  COUNTRY     -  US
 PS0155  USGS QUAD   -  VAYLAND SW (2017)
 PS0155
 PS0155                         *CURRENT SURVEY CONTROL
 PS0155  ______________________________________________________________________
 PS0155* NAD 83(1986) POSITION- 44 18 25.51   (N) 098 59 01.29   (W)   HD_HELD1
 PS0155* NAVD 88 ORTHO HEIGHT -   590.630 (meters)     1937.76  (feet) ADJUSTED
 PS0155  ______________________________________________________________________
 PS0155  GEOID HEIGHT    -        -24.638 (meters)                     GEOID18
 PS0155  DYNAMIC HEIGHT  -        590.499 (meters)     1937.33  (feet) COMP
 PS0155  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 PS0155
 PS0155  VERT ORDER      -  SECOND    CLASS 0
 PS0155
 PS0155.The horizontal coordinates were determined by differentially corrected
 PS0155.hand held GPS observations or other comparable positioning techniques
 PS0155.and have an estimated accuracy of +/- 3 meters.
 PS0155
 PS0155.The orthometric height was determined by differential leveling and
 PS0155.adjusted by the NATIONAL GEODETIC SURVEY
 PS0155.in June 1991.
 PS0155
 PS0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0155.GEOID18 height accuracy estimate available here.
 PS0155
 PS0155.Click photographs - Photos may exist for this station.
 PS0155
 PS0155.The dynamic height is computed by dividing the NAVD 88
 PS0155.geopotential number by the normal gravity value computed on the
 PS0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0155.degrees latitude (g = 980.6199 gals.).
 PS0155
 PS0155.The modeled gravity was interpolated from observed gravity values.
 PS0155
 PS0155;                    North         East    Units  Estimated Accuracy
 PS0155;SPC SD N     -    53,154.0     681,092.3     MT  (+/- 3 meters HH1 GPS) 
 PS0155
 PS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0130005981(NAD 83)
 PS0155
 PS0155                          SUPERSEDED SURVEY CONTROL
 PS0155
 PS0155  NGVD 29 (??/??/92)  590.258  (m)         1936.54   (f) ADJ UNCH    2 0
 PS0155
 PS0155.Superseded values are not recommended for survey control.
 PS0155
 PS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0155.See file dsdata.pdf to determine how the superseded data were derived.
 PS0155
 PS0155_MARKER: DB = BENCH MARK DISK
 PS0155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0155_SP_SET: CULVERT HEADWALL
 PS0155_STAMPING: L 79 1934
 PS0155_MARK LOGO: CGS
 PS0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0155+STABILITY: SURFACE MOTION
 PS0155
 PS0155  HISTORY     - Date     Condition        Report By
 PS0155  HISTORY     - 1934     MONUMENTED       CGS
 PS0155  HISTORY     - 1952     GOOD             CGS
 PS0155
 PS0155                          STATION DESCRIPTION
 PS0155
 PS0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PS0155'14.7 MI S FROM MILLER.
 PS0155'14.7 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0155'AT MILLER, HAND COUNTY, ABOUT 260 YARDS NORTH OF A PRIVATE ENTRANCE,
 PS0155'70 FEET SOUTH OF A T-FENCE RUNNING WEST, AT 3- BY 3-FOOT REINFORCED
 PS0155'CONCRETE-BOX CULVERT GG E 27 1, IN THE CENTER OF THE TOP OF THE
 PS0155'EAST CONCRETE HEADWALL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PS0155'HIGHWAY.  A STANDARD DISK, STAMPED L 79 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0770 ***********************************************************************
 OR0770  DESIGNATION -  L 8
 OR0770  PID         -  OR0770
 OR0770  STATE/COUNTY-  SD/LYMAN
 OR0770  COUNTRY     -  US
 OR0770  USGS QUAD   -  KENNEBEC (2017)
 OR0770
 OR0770                         *CURRENT SURVEY CONTROL
 OR0770  ______________________________________________________________________
 OR0770* NAD 83(1986) POSITION- 43 54 02.     (N) 099 51 55.     (W)   SCALED
 OR0770* NAVD 88 ORTHO HEIGHT -   511.981 (meters)     1679.72  (feet) ADJUSTED
 OR0770  ______________________________________________________________________
 OR0770  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 OR0770  DYNAMIC HEIGHT  -        511.831 (meters)     1679.23  (feet) COMP
 OR0770  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 OR0770
 OR0770  VERT ORDER      -  FIRST     CLASS II
 OR0770
 OR0770.The horizontal coordinates were scaled from a map and have
 OR0770.an estimated accuracy of +/- 6 seconds.
 OR0770
 OR0770.The orthometric height was determined by differential leveling and
 OR0770.adjusted by the NATIONAL GEODETIC SURVEY
 OR0770.in June 1991.
 OR0770
 OR0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0770.GEOID18 height accuracy estimate available here.
 OR0770
 OR0770.Click photographs - Photos may exist for this station.
 OR0770
 OR0770.The dynamic height is computed by dividing the NAVD 88
 OR0770.geopotential number by the normal gravity value computed on the
 OR0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0770.degrees latitude (g = 980.6199 gals.).
 OR0770
 OR0770.The modeled gravity was interpolated from observed gravity values.
 OR0770
 OR0770;                    North         East    Units  Estimated Accuracy
 OR0770;SPC SD S     -   174,210.      637,600.      MT  (+/- 180 meters Scaled)
 OR0770
 OR0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP305611(NAD 83)
 OR0770
 OR0770                          SUPERSEDED SURVEY CONTROL
 OR0770
 OR0770  NGVD 29 (??/??/92)  511.598  (m)         1678.47   (f) ADJ UNCH    1 2
 OR0770
 OR0770.Superseded values are not recommended for survey control.
 OR0770
 OR0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0770.See file dsdata.pdf to determine how the superseded data were derived.
 OR0770
 OR0770_MARKER: DB = BENCH MARK DISK
 OR0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0770_SP_SET: BRIDGE
 OR0770_STAMPING: 1678.468 L 8 1925
 OR0770_MARK LOGO: CGS
 OR0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0770
 OR0770  HISTORY     - Date     Condition        Report By
 OR0770  HISTORY     - 1925     MONUMENTED       CGS
 OR0770  HISTORY     - 1935     GOOD             CGS
 OR0770  HISTORY     - 19910628 MARK NOT FOUND   NGS
 OR0770
 OR0770                          STATION DESCRIPTION
 OR0770
 OR0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0770'AT KENNEBEC.
 OR0770'AT KENNEBEC, LYMAN COUNTY, ON U.S. HIGHWAY 16, AT THE FIRST
 OR0770'BRIDGE SOUTH OF TOWN, IN THE TOP OF THE NORTHEAST WING WALL,
 OR0770'AND ABOUT 3-1/2 FEET HIGHER THAN THE BRIDGE DECK.  A STANDARD
 OR0770'DISK, STAMPED 1678.468 L 8 1925.
 OR0770
 OR0770                          STATION RECOVERY (1935)
 OR0770
 OR0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0770'RECOVERED IN GOOD CONDITION.
 OR0770
 OR0770                          STATION RECOVERY (1991)
 OR0770
 OR0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0770'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 OR0770'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2046 ***********************************************************************
 PU2046  DESIGNATION -  L 8 B 1
 PU2046  PID         -  PU2046
 PU2046  STATE/COUNTY-  SD/MEADE
 PU2046  COUNTRY     -  US
 PU2046  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2046
 PU2046                         *CURRENT SURVEY CONTROL
 PU2046  ______________________________________________________________________
 PU2046* NAD 83(1986) POSITION- 44 35 14.     (N) 103 34 04.     (W)   SCALED
 PU2046* NAVD 88 ORTHO HEIGHT -   932.457 (meters)     3059.24  (feet) ADJUSTED
 PU2046  ______________________________________________________________________
 PU2046  GEOID HEIGHT    -        -15.748 (meters)                     GEOID18
 PU2046  DYNAMIC HEIGHT  -        932.197 (meters)     3058.38  (feet) COMP
 PU2046  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 PU2046
 PU2046  VERT ORDER      -  SECOND    CLASS 0
 PU2046
 PU2046.The horizontal coordinates were scaled from a map and have
 PU2046.an estimated accuracy of +/- 6 seconds.
 PU2046
 PU2046.The orthometric height was determined by differential leveling and
 PU2046.adjusted by the NATIONAL GEODETIC SURVEY
 PU2046.in June 1991.
 PU2046
 PU2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2046.GEOID18 height accuracy estimate available here.
 PU2046
 PU2046.Click photographs - Photos may exist for this station.
 PU2046
 PU2046.The dynamic height is computed by dividing the NAVD 88
 PU2046.geopotential number by the normal gravity value computed on the
 PU2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2046.degrees latitude (g = 980.6199 gals.).
 PU2046
 PU2046.The modeled gravity was interpolated from observed gravity values.
 PU2046
 PU2046;                    North         East    Units  Estimated Accuracy
 PU2046;SPC SD N     -    90,020.      316,780.      MT  (+/- 180 meters Scaled)
 PU2046
 PU2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK136380(NAD 83)
 PU2046
 PU2046                          SUPERSEDED SURVEY CONTROL
 PU2046
 PU2046  NGVD 29 (??/??/92)  931.96   (m)         3057.6    (f) COMPUTED    2 0
 PU2046
 PU2046.Superseded values are not recommended for survey control.
 PU2046
 PU2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2046.See file dsdata.pdf to determine how the superseded data were derived.
 PU2046
 PU2046_MARKER: Z = SEE DESCRIPTION
 PU2046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2046_SP_SET: PIER
 PU2046_STAMPING: L 8 B 1
 PU2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2046
 PU2046  HISTORY     - Date     Condition        Report By
 PU2046  HISTORY     - UNK      MONUMENTED       USAF
 PU2046  HISTORY     - 1962     GOOD             CGS
 PU2046
 PU2046                          STATION DESCRIPTION
 PU2046
 PU2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2046'10.5 MI NE FROM WHITEWOOD.
 PU2046'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2046'RAILWAY STATION AT WHITEWOOD, THENCE 10.25 MILES NORTHEAST
 PU2046'ALONG A ROAD, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU2046'3 1/2 FEET EAST OF A FENCE, THE CENTER OF A TRIBRACH MOUNTED ON THE
 PU2046'TOP OF AN 18-INCH CONCRETE PIER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0752 ***********************************************************************
 PS0752  DESIGNATION -  L 80 RESET
 PS0752  PID         -  PS0752
 PS0752  STATE/COUNTY-  SD/FAULK
 PS0752  COUNTRY     -  US
 PS0752  USGS QUAD   -  ORIENT (2017)
 PS0752
 PS0752                         *CURRENT SURVEY CONTROL
 PS0752  ______________________________________________________________________
 PS0752* NAD 83(1986) POSITION- 44 54 32.     (N) 099 01 22.     (W)   SCALED
 PS0752* NAVD 88 ORTHO HEIGHT -   456.733 (meters)     1498.46  (feet) ADJUSTED
 PS0752  ______________________________________________________________________
 PS0752  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 PS0752  DYNAMIC HEIGHT  -        456.671 (meters)     1498.26  (feet) COMP
 PS0752  MODELED GRAVITY -    980,468.2   (mgal)                       NAVD 88
 PS0752
 PS0752  VERT ORDER      -  FIRST     CLASS II
 PS0752
 PS0752.The horizontal coordinates were scaled from a map and have
 PS0752.an estimated accuracy of +/- 6 seconds.
 PS0752
 PS0752.The orthometric height was determined by differential leveling and
 PS0752.adjusted by the NATIONAL GEODETIC SURVEY
 PS0752.in July 1998.
 PS0752
 PS0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0752.GEOID18 height accuracy estimate available here.
 PS0752
 PS0752.Click photographs - Photos may exist for this station.
 PS0752
 PS0752.The dynamic height is computed by dividing the NAVD 88
 PS0752.geopotential number by the normal gravity value computed on the
 PS0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0752.degrees latitude (g = 980.6199 gals.).
 PS0752
 PS0752.The modeled gravity was interpolated from observed gravity values.
 PS0752
 PS0752;                    North         East    Units  Estimated Accuracy
 PS0752;SPC SD N     -   119,980.      677,170.      MT  (+/- 180 meters Scaled)
 PS0752
 PS0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982728(NAD 83)
 PS0752
 PS0752                          SUPERSEDED SURVEY CONTROL
 PS0752
 PS0752  NGVD 29 (04/17/07)  456.40   (m)         1497.4    (f) RESET       3  
 PS0752
 PS0752.Superseded values are not recommended for survey control.
 PS0752
 PS0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0752.See file dsdata.pdf to determine how the superseded data were derived.
 PS0752
 PS0752_MARKER: DV = VERTICAL CONTROL DISK
 PS0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0752_STAMPING: L 80 RESET 1988
 PS0752_MARK LOGO: NGS
 PS0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0752+STABILITY: SURFACE MOTION
 PS0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0752+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 PS0752
 PS0752  HISTORY     - Date     Condition        Report By
 PS0752  HISTORY     - 1988     MONUMENTED       NGS
 PS0752  HISTORY     - 19960602 GOOD             NGS
 PS0752
 PS0752                          STATION DESCRIPTION
 PS0752
 PS0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PS0752'22.1 KM (13.75 MI) EAST FROM THE POST OFFICE IN FAULKTON, ALONG U.S.
 PS0752'HIGHWAY 212, 22.6 M (74.1 FT) WEST OF 212, 0.3 M (1.0 FT) EAST
 PS0752'FROM A WITNESS POST AND FENCE LINE, IN THE TOP OF A CONCRETE
 PS0752'POST THAT PROJECTS 0.15 M (0.5 FT).
 PS0752
 PS0752                          STATION RECOVERY (1996)
 PS0752
 PS0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0752'22.0 KM (13.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PS0752'OFFICE IN FAULKTON, 193.0 M (633.2 FT) WEST OF MILEPOST 281, 47.0 M
 PS0752'(154.2 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 36.3 M (119.1 FT)
 PS0752'NORTH OF THE WEST END OF A CULVERT UNDER THE HIGHWAY, 22.6 M (74.1 FT)
 PS0752'WEST OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT) EAST OF A FENCE, 0.6
 PS0752'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 PS0752'WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 PS0752'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0209 ***********************************************************************
 PS0209  DESIGNATION -  L 81
 PS0209  PID         -  PS0209
 PS0209  STATE/COUNTY-  SD/JERAULD
 PS0209  COUNTRY     -  US
 PS0209  USGS QUAD   -  WESSINGTON SPRINGS (2017)
 PS0209
 PS0209                         *CURRENT SURVEY CONTROL
 PS0209  ______________________________________________________________________
 PS0209* NAD 83(1986) POSITION- 44 04 54.     (N) 098 32 32.     (W)   SCALED
 PS0209* NAVD 88 ORTHO HEIGHT -   463.566 (meters)     1520.88  (feet) ADJUSTED
 PS0209  ______________________________________________________________________
 PS0209  GEOID HEIGHT    -        -25.294 (meters)                     GEOID18
 PS0209  DYNAMIC HEIGHT  -        463.464 (meters)     1520.55  (feet) COMP
 PS0209  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 PS0209
 PS0209  VERT ORDER      -  SECOND    CLASS 0
 PS0209
 PS0209.The horizontal coordinates were scaled from a map and have
 PS0209.an estimated accuracy of +/- 6 seconds.
 PS0209
 PS0209.The orthometric height was determined by differential leveling and
 PS0209.adjusted by the NATIONAL GEODETIC SURVEY
 PS0209.in June 1991.
 PS0209
 PS0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0209.GEOID18 height accuracy estimate available here.
 PS0209
 PS0209.Click photographs - Photos may exist for this station.
 PS0209
 PS0209.The dynamic height is computed by dividing the NAVD 88
 PS0209.geopotential number by the normal gravity value computed on the
 PS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0209.degrees latitude (g = 980.6199 gals.).
 PS0209
 PS0209.The modeled gravity was interpolated from observed gravity values.
 PS0209
 PS0209;                    North         East    Units  Estimated Accuracy
 PS0209;SPC SD S     -   195,780.      743,440.      MT  (+/- 180 meters Scaled)
 PS0209
 PS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP366810(NAD 83)
 PS0209
 PS0209                          SUPERSEDED SURVEY CONTROL
 PS0209
 PS0209  NGVD 29 (??/??/92)  463.231  (m)         1519.78   (f) ADJ UNCH    2 0
 PS0209
 PS0209.Superseded values are not recommended for survey control.
 PS0209
 PS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0209.See file dsdata.pdf to determine how the superseded data were derived.
 PS0209
 PS0209_MARKER: DB = BENCH MARK DISK
 PS0209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0209_SP_SET: CULVERT HEADWALL
 PS0209_STAMPING: L 81 1934
 PS0209_MARK LOGO: CGS
 PS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0209+STABILITY: SURFACE MOTION
 PS0209
 PS0209  HISTORY     - Date     Condition        Report By
 PS0209  HISTORY     - 1934     MONUMENTED       CGS
 PS0209  HISTORY     - 1954     GOOD             CGS
 PS0209
 PS0209                          STATION DESCRIPTION
 PS0209
 PS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PS0209'1.5 MI E FROM WESSINGTON SPRINGS.
 PS0209'1.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0209'RAILROAD FROM THE STATION AT WESSINGTON SPRINGS, JERAULD COUNTY,
 PS0209'5 POLES WEST OF MILEPOST 407, 8 POLES EAST OF THE CROSSING OF
 PS0209'STATE HIGHWAY 34, AT A ROAD CROSSING, 60 FEET NORTH OF THE
 PS0209'CENTERLINE OF THE TRACK, 32 FEET WEST OF THE CENTERLINE OF THE
 PS0209'ROAD, AT AN 18-INCH CONCRETE-PIPE CULVERT, IN THE TOP OF THE
 PS0209'WEST END OF THE SOUTH HEADWALL, AND ABOUT 5 FEET BELOW THE
 PS0209'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED L 81 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0590 ***********************************************************************
 PR0590  DESIGNATION -  L 82 RESET
 PR0590  PID         -  PR0590
 PR0590  STATE/COUNTY-  SD/MINER
 PR0590  COUNTRY     -  US
 PR0590  USGS QUAD   -  FEDORA (2017)
 PR0590
 PR0590                         *CURRENT SURVEY CONTROL
 PR0590  ______________________________________________________________________
 PR0590* NAD 83(1986) POSITION- 44 00 32.     (N) 097 48 35.     (W)   SCALED
 PR0590* NAVD 88 ORTHO HEIGHT -   407.61  (meters)     1337.3   (feet) RESET
 PR0590  ______________________________________________________________________
 PR0590  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 PR0590  VERT ORDER      -  THIRD
 PR0590
 PR0590.The horizontal coordinates were scaled from a map and have
 PR0590.an estimated accuracy of +/- 6 seconds.
 PR0590
 PR0590.The orthometric height was computed from unverified reset data.
 PR0590
 PR0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0590.GEOID18 height accuracy estimate available here.
 PR0590
 PR0590.Click photographs - Photos may exist for this station.
 PR0590
 PR0590;                    North         East    Units  Estimated Accuracy
 PR0590;SPC SD S     -   189,220.      802,330.      MT  (+/- 180 meters Scaled)
 PR0590
 PR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP954735(NAD 83)
 PR0590
 PR0590                          SUPERSEDED SURVEY CONTROL
 PR0590
 PR0590.No superseded survey control is available for this station.
 PR0590
 PR0590_MARKER: DB = BENCH MARK DISK
 PR0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0590_SP_SET: BRIDGE
 PR0590_STAMPING: L 82 RESET 1940
 PR0590_MARK LOGO: CGS
 PR0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0590
 PR0590  HISTORY     - Date     Condition        Report By
 PR0590  HISTORY     - 1940     MONUMENTED       SDHD
 PR0590  HISTORY     - 1941     GOOD             CGS
 PR0590  HISTORY     - 1954     GOOD             CGS
 PR0590
 PR0590                          STATION DESCRIPTION
 PR0590
 PR0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PR0590'0.9 MI W FROM FEDORA.
 PR0590'0.9 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0590'RAILROAD FROM THE STATION AT FEDORA, MINER COUNTY, 6 POLES WEST
 PR0590'OF MILEPOST 369, 74 FEET SOUTH OF WOODEN TRESTLE Q 1124, AT A
 PR0590'CONCRETE BRIDGE ON STATE HIGHWAY 34, IN THE NORTHWEST CORNER
 PR0590'OF THE HANDRAIL, AND 18 FEET NORTH OF THE CENTER LINE OF THE
 PR0590'HIGHWAY.  A STANDARD DISK, STAMPED L 82 RESET 1940.
 PR0590
 PR0590                          STATION RECOVERY (1954)
 PR0590
 PR0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PR0590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0543 ***********************************************************************
 PR0543  DESIGNATION -  L 83
 PR0543  PID         -  PR0543
 PR0543  STATE/COUNTY-  SD/KINGSBURY
 PR0543  COUNTRY     -  US
 PR0543  USGS QUAD   -  IROQUOIS (2017)
 PR0543
 PR0543                         *CURRENT SURVEY CONTROL
 PR0543  ______________________________________________________________________
 PR0543* NAD 83(1986) POSITION- 44 21 14.     (N) 097 49 49.     (W)   SCALED
 PR0543* NAVD 88 ORTHO HEIGHT -   432.318 (meters)     1418.36  (feet) ADJUSTED
 PR0543  ______________________________________________________________________
 PR0543  GEOID HEIGHT    -        -25.109 (meters)                     GEOID18
 PR0543  DYNAMIC HEIGHT  -        432.241 (meters)     1418.11  (feet) COMP
 PR0543  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 PR0543
 PR0543  VERT ORDER      -  SECOND    CLASS 0
 PR0543
 PR0543.The horizontal coordinates were scaled from a map and have
 PR0543.an estimated accuracy of +/- 6 seconds.
 PR0543
 PR0543.The orthometric height was determined by differential leveling and
 PR0543.adjusted by the NATIONAL GEODETIC SURVEY
 PR0543.in June 1991.
 PR0543
 PR0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0543.GEOID18 height accuracy estimate available here.
 PR0543
 PR0543.Click photographs - Photos may exist for this station.
 PR0543
 PR0543.The dynamic height is computed by dividing the NAVD 88
 PR0543.geopotential number by the normal gravity value computed on the
 PR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0543.degrees latitude (g = 980.6199 gals.).
 PR0543
 PR0543.The modeled gravity was interpolated from observed gravity values.
 PR0543
 PR0543;                    North         East    Units  Estimated Accuracy
 PR0543;SPC SD N     -    60,160.      772,970.      MT  (+/- 180 meters Scaled)
 PR0543
 PR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ932118(NAD 83)
 PR0543
 PR0543                          SUPERSEDED SURVEY CONTROL
 PR0543
 PR0543  NGVD 29 (??/??/92)  432.050  (m)         1417.48   (f) ADJ UNCH    2 0
 PR0543
 PR0543.Superseded values are not recommended for survey control.
 PR0543
 PR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0543.See file dsdata.pdf to determine how the superseded data were derived.
 PR0543
 PR0543_MARKER: DB = BENCH MARK DISK
 PR0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0543_STAMPING: L 83 1934
 PR0543_MARK LOGO: CGS
 PR0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0543+STABILITY: SURFACE MOTION
 PR0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0543+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 PR0543
 PR0543  HISTORY     - Date     Condition        Report By
 PR0543  HISTORY     - 1934     MONUMENTED       CGS
 PR0543  HISTORY     - 19941004 GOOD             NGS
 PR0543
 PR0543                          STATION DESCRIPTION
 PR0543
 PR0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0543'1.5 MI SE FROM IROQUOIS.
 PR0543'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0543'FROM THE FARMERS AND MERCHANTS STATE BANK AT IROQUOIS, KINGSBURY
 PR0543'COUNTY, ABOUT 15 POLES SOUTH OF MILEPOST 125, ABOUT 7 POLES
 PR0543'NORTH OF A RESERVOIR, 65 FEET SOUTH OF THE CENTER OF A
 PR0543'PUBLIC-ROAD CROSSING, 45 FEET EAST OF THE CENTER LINE OF THE
 PR0543'TRACK, 6 FEET SOUTH AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE
 PR0543'CORNER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 PR0543'STAMPED L 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0543
 PR0543                          STATION RECOVERY (1994)
 PR0543
 PR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0543'2.4 KM (1.50 MI) EASTERLY ALONG THE DAKOTA MINNESOTA AND EASTERN
 PR0543'RAILROAD FROM THE FARMERS STATE BANK IN IROQUOIS, 26.8 M (87.9 FT)
 PR0543'EAST OF THE CENTER OF A GRAVELED ROAD, 13.7 M (44.9 FT) NORTHEAST OF
 PR0543'THE NEAR RAIL, 12.0 M (39.4 FT) SOUTH OF AND LEVEL WITH THE CENTER OF
 PR0543'A GRAVELED ROAD, 5.7 M (18.7 FT) WEST OF A UTILITY POLE, 1.0 M (3.3
 PR0543'FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PR0543'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0057 ***********************************************************************
 PS0057  DESIGNATION -  L 84
 PS0057  PID         -  PS0057
 PS0057  STATE/COUNTY-  SD/SPINK
 PS0057  COUNTRY     -  US
 PS0057  USGS QUAD   -  DOLAND SE (2017)
 PS0057
 PS0057                         *CURRENT SURVEY CONTROL
 PS0057  ______________________________________________________________________
 PS0057* NAD 83(1986) POSITION- 44 46 50.     (N) 098 05 55.     (W)   SCALED
 PS0057* NAVD 88 ORTHO HEIGHT -   409.578 (meters)     1343.76  (feet) ADJUSTED
 PS0057  ______________________________________________________________________
 PS0057  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 PS0057  DYNAMIC HEIGHT  -        409.529 (meters)     1343.60  (feet) COMP
 PS0057  MODELED GRAVITY -    980,486.9   (mgal)                       NAVD 88
 PS0057
 PS0057  VERT ORDER      -  SECOND    CLASS 0
 PS0057
 PS0057.The horizontal coordinates were scaled from a map and have
 PS0057.an estimated accuracy of +/- 6 seconds.
 PS0057
 PS0057.The orthometric height was determined by differential leveling and
 PS0057.adjusted by the NATIONAL GEODETIC SURVEY
 PS0057.in June 1991.
 PS0057
 PS0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0057.GEOID18 height accuracy estimate available here.
 PS0057
 PS0057.Click photographs - Photos may exist for this station.
 PS0057
 PS0057.The dynamic height is computed by dividing the NAVD 88
 PS0057.geopotential number by the normal gravity value computed on the
 PS0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0057.degrees latitude (g = 980.6199 gals.).
 PS0057
 PS0057.The modeled gravity was interpolated from observed gravity values.
 PS0057
 PS0057;                    North         East    Units  Estimated Accuracy
 PS0057;SPC SD N     -   107,020.      750,470.      MT  (+/- 180 meters Scaled)
 PS0057
 PS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ713589(NAD 83)
 PS0057
 PS0057                          SUPERSEDED SURVEY CONTROL
 PS0057
 PS0057  NGVD 29 (??/??/92)  409.30   (m)         1342.8    (f) COMPUTED    2 0
 PS0057
 PS0057.Superseded values are not recommended for survey control.
 PS0057
 PS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0057.See file dsdata.pdf to determine how the superseded data were derived.
 PS0057
 PS0057_MARKER: DB = BENCH MARK DISK
 PS0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0057_SP_SET: BRIDGE
 PS0057_STAMPING: L 84 1934
 PS0057_MARK LOGO: CGS
 PS0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0057
 PS0057  HISTORY     - Date     Condition        Report By
 PS0057  HISTORY     - 1934     MONUMENTED       CGS
 PS0057
 PS0057                          STATION DESCRIPTION
 PS0057
 PS0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0057'8.3 MI S FROM DOLAND.
 PS0057'8.3 MILES SOUTH OF CITY WATER TANK.  ALONG THE HURON-DOLAND
 PS0057'ROAD (HIWAY 37) AT THE FOOT OF STEEP HILL, 134 FEET SOUTH
 PS0057'OF FIELD ENTRANCE, 11 FEET WEST OF CENTERLINE OF HIWAY AND 24
 PS0057'FEET EAST OF RIGHT OF WAY FENCE.  SET IN THE SOUTH END OF WEST
 PS0057'HEADWALL OF 50 FOOT CONCRETE DECK BRIDGE, 2.5 FEET ABOVE
 PS0057'LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED L 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0058 ***********************************************************************
 PS0058  DESIGNATION -  L 84 RESET
 PS0058  PID         -  PS0058
 PS0058  STATE/COUNTY-  SD/SPINK
 PS0058  COUNTRY     -  US
 PS0058  USGS QUAD   -  DOLAND SE (2017)
 PS0058
 PS0058                         *CURRENT SURVEY CONTROL
 PS0058  ______________________________________________________________________
 PS0058* NAD 83(1986) POSITION- 44 46 50.     (N) 098 05 54.     (W)   SCALED
 PS0058* NAVD 88 ORTHO HEIGHT -   409.91  (meters)     1344.8   (feet) RESET
 PS0058  ______________________________________________________________________
 PS0058  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 PS0058  VERT ORDER      -  THIRD
 PS0058
 PS0058.The horizontal coordinates were scaled from a map and have
 PS0058.an estimated accuracy of +/- 6 seconds.
 PS0058
 PS0058.The orthometric height was computed from unverified reset data.
 PS0058
 PS0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0058.GEOID18 height accuracy estimate available here.
 PS0058
 PS0058.Click photographs - Photos may exist for this station.
 PS0058
 PS0058;                    North         East    Units  Estimated Accuracy
 PS0058;SPC SD N     -   107,030.      750,490.      MT  (+/- 180 meters Scaled)
 PS0058
 PS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ713589(NAD 83)
 PS0058
 PS0058                          SUPERSEDED SURVEY CONTROL
 PS0058
 PS0058.No superseded survey control is available for this station.
 PS0058
 PS0058_MARKER: DB = BENCH MARK DISK
 PS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0058_STAMPING: L 84 RESET 1961
 PS0058_MARK LOGO: CGS
 PS0058_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0058+STABILITY: SURFACE MOTION
 PS0058
 PS0058  HISTORY     - Date     Condition        Report By
 PS0058  HISTORY     - 1961     MONUMENTED       CGS
 PS0058
 PS0058                          STATION DESCRIPTION
 PS0058
 PS0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0058'8.3 MI S FROM DOLAND.
 PS0058'THIS MARK IS LOCATED 8.3 MILES SOUTH ALONG STATE HIGHWAY 37
 PS0058'FROM THE WATER TANK IN DOLAND, ABOUT 0.3 MILE NORTH OF CROSSROADS,
 PS0058'JUST SOUTH OF A DEEP DITCH, 84 FEET EAST OF THE CENTERLINE OF THE
 PS0058'HIGHWAY AND ABOUT 50 FEET SOUTH OF SOUTH BANK OF DITCH, AND SET
 PS0058'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 PS0058'NOTE-- THE NUMBER OF THE HIGHWAY MAY BE CHANGED AND MAY NO LONGER
 PS0058'BE DESIGNATED AS STATE HIGHWAY 37.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0279 ***********************************************************************
 QQ0279  DESIGNATION -  L 85
 QQ0279  PID         -  QQ0279
 QQ0279  STATE/COUNTY-  SD/CLARK
 QQ0279  COUNTRY     -  US
 QQ0279  USGS QUAD   -  HEGGS LAKE (2017)
 QQ0279
 QQ0279                         *CURRENT SURVEY CONTROL
 QQ0279  ______________________________________________________________________
 QQ0279* NAD 83(1986) POSITION- 45 05 08.     (N) 097 31 02.     (W)   SCALED
 QQ0279* NAVD 88 ORTHO HEIGHT -   556.323 (meters)     1825.20  (feet) ADJUSTED
 QQ0279  ______________________________________________________________________
 QQ0279  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 QQ0279  DYNAMIC HEIGHT  -        556.248 (meters)     1824.96  (feet) COMP
 QQ0279  MODELED GRAVITY -    980,463.5   (mgal)                       NAVD 88
 QQ0279
 QQ0279  VERT ORDER      -  SECOND    CLASS 0
 QQ0279
 QQ0279.The horizontal coordinates were scaled from a map and have
 QQ0279.an estimated accuracy of +/- 6 seconds.
 QQ0279
 QQ0279.The orthometric height was determined by differential leveling and
 QQ0279.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0279.in June 1991.
 QQ0279
 QQ0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0279.GEOID18 height accuracy estimate available here.
 QQ0279
 QQ0279.Click photographs - Photos may exist for this station.
 QQ0279
 QQ0279.The dynamic height is computed by dividing the NAVD 88
 QQ0279.geopotential number by the normal gravity value computed on the
 QQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0279.degrees latitude (g = 980.6199 gals.).
 QQ0279
 QQ0279.The modeled gravity was interpolated from observed gravity values.
 QQ0279
 QQ0279;                    North         East    Units  Estimated Accuracy
 QQ0279;SPC SD N     -   142,150.      795,430.      MT  (+/- 180 meters Scaled)
 QQ0279
 QQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ166935(NAD 83)
 QQ0279
 QQ0279                          SUPERSEDED SURVEY CONTROL
 QQ0279
 QQ0279  NGVD 29 (??/??/92)  556.007  (m)         1824.17   (f) ADJ UNCH    2 0
 QQ0279
 QQ0279.Superseded values are not recommended for survey control.
 QQ0279
 QQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0279.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0279
 QQ0279_MARKER: DB = BENCH MARK DISK
 QQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0279_STAMPING: L 85 1934
 QQ0279_MARK LOGO: CGS
 QQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0279+STABILITY: SURFACE MOTION
 QQ0279
 QQ0279  HISTORY     - Date     Condition        Report By
 QQ0279  HISTORY     - 1934     MONUMENTED       CGS
 QQ0279
 QQ0279                          STATION DESCRIPTION
 QQ0279
 QQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0279'1.9 MI W FROM WALLACE.
 QQ0279'IN CLARK COUNTY, ABOUT 1.9 MILES WEST ALONG THE MINNEAPOLIS AND
 QQ0279'ST. LOUIS RAILROAD FROM THE STATION AT WALLACE, CODINGTON COUNTY,
 QQ0279'ABOUT 4-1/2 POLES EAST OF MILEPOST 260, ABOUT 756 FEET WEST OF AN
 QQ0279'OVERPASS, BETWEEN TWO CUTS, 25 FEET SOUTH OF THE CENTER LINE OF THE
 QQ0279'TRACK, AND ABOUT 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QQ0279'STAMPED L 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0099 ***********************************************************************
 QR0099  DESIGNATION -  L 86
 QR0099  PID         -  QR0099
 QR0099  STATE/COUNTY-  SD/SPINK
 QR0099  COUNTRY     -  US
 QR0099  USGS QUAD   -  RANDOLPH (2017)
 QR0099
 QR0099                         *CURRENT SURVEY CONTROL
 QR0099  ______________________________________________________________________
 QR0099* NAD 83(1986) POSITION- 45 09 39.91   (N) 098 14 50.57   (W)   HD_HELD1
 QR0099* NAVD 88 ORTHO HEIGHT -   394.036 (meters)     1292.77  (feet) ADJUSTED
 QR0099  ______________________________________________________________________
 QR0099  GEOID HEIGHT    -        -24.542 (meters)                     GEOID18
 QR0099  DYNAMIC HEIGHT  -        393.999 (meters)     1292.65  (feet) COMP
 QR0099  MODELED GRAVITY -    980,513.0   (mgal)                       NAVD 88
 QR0099
 QR0099  VERT ORDER      -  SECOND    CLASS 0
 QR0099
 QR0099.The horizontal coordinates were determined by differentially corrected
 QR0099.hand held GPS observations or other comparable positioning techniques
 QR0099.and have an estimated accuracy of +/- 3 meters.
 QR0099
 QR0099.The orthometric height was determined by differential leveling and
 QR0099.adjusted by the NATIONAL GEODETIC SURVEY
 QR0099.in June 1991.
 QR0099
 QR0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0099.GEOID18 height accuracy estimate available here.
 QR0099
 QR0099.Click photographs - Photos may exist for this station.
 QR0099
 QR0099.The dynamic height is computed by dividing the NAVD 88
 QR0099.geopotential number by the normal gravity value computed on the
 QR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0099.degrees latitude (g = 980.6199 gals.).
 QR0099
 QR0099.The modeled gravity was interpolated from observed gravity values.
 QR0099
 QR0099;                    North         East    Units  Estimated Accuracy
 QR0099;SPC SD N     -   149,035.1     737,781.8     MT  (+/- 3 meters HH1 GPS) 
 QR0099
 QR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR5915101120(NAD 83)
 QR0099
 QR0099                          SUPERSEDED SURVEY CONTROL
 QR0099
 QR0099  NGVD 29 (??/??/92)  393.769  (m)         1291.89   (f) ADJ UNCH    2 0
 QR0099
 QR0099.Superseded values are not recommended for survey control.
 QR0099
 QR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0099.See file dsdata.pdf to determine how the superseded data were derived.
 QR0099
 QR0099_MARKER: DB = BENCH MARK DISK
 QR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0099_STAMPING: L 86 1934
 QR0099_MARK LOGO: CGS
 QR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0099+STABILITY: SURFACE MOTION
 QR0099
 QR0099  HISTORY     - Date     Condition        Report By
 QR0099  HISTORY     - 1934     MONUMENTED       CGS
 QR0099
 QR0099                          STATION DESCRIPTION
 QR0099
 QR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0099'3.6 MI E FROM BRENTFORD.
 QR0099'3.6 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0099'FROM THE STATION AT BRENTFORD, SPINK COUNTY, ABOUT 13-1/2
 QR0099'POLES WEST OF MILEPOST 298, AT A PUBLIC-ROAD CROSSING, ABOUT
 QR0099'120 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH
 QR0099'OF THE CENTER LINE OF THE TRACK, 5 FEET NORTH OF THE
 QR0099'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 QR0099'A STANDARD DISK, STAMPED L 86 1934 AND SET IN THE TOP OF A
 QR0099'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0246 ***********************************************************************
 QR0246  DESIGNATION -  L 87
 QR0246  PID         -  QR0246
 QR0246  STATE/COUNTY-  SD/FAULK
 QR0246  COUNTRY     -  US
 QR0246  USGS QUAD   -  WECOTA (2017)
 QR0246
 QR0246                         *CURRENT SURVEY CONTROL
 QR0246  ______________________________________________________________________
 QR0246* NAD 83(1986) POSITION- 45 10 07.     (N) 099 02 30.     (W)   SCALED
 QR0246* NAVD 88 ORTHO HEIGHT -   458.906 (meters)     1505.59  (feet) ADJUSTED
 QR0246  ______________________________________________________________________
 QR0246  GEOID HEIGHT    -        -23.737 (meters)                     GEOID18
 QR0246  DYNAMIC HEIGHT  -        458.855 (meters)     1505.43  (feet) COMP
 QR0246  MODELED GRAVITY -    980,491.5   (mgal)                       NAVD 88
 QR0246
 QR0246  VERT ORDER      -  SECOND    CLASS 0
 QR0246
 QR0246.The horizontal coordinates were scaled from a map and have
 QR0246.an estimated accuracy of +/- 6 seconds.
 QR0246
 QR0246.The orthometric height was determined by differential leveling and
 QR0246.adjusted by the NATIONAL GEODETIC SURVEY
 QR0246.in June 1991.
 QR0246
 QR0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0246.GEOID18 height accuracy estimate available here.
 QR0246
 QR0246.Click photographs - Photos may exist for this station.
 QR0246
 QR0246.The dynamic height is computed by dividing the NAVD 88
 QR0246.geopotential number by the normal gravity value computed on the
 QR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0246.degrees latitude (g = 980.6199 gals.).
 QR0246
 QR0246.The modeled gravity was interpolated from observed gravity values.
 QR0246
 QR0246;                    North         East    Units  Estimated Accuracy
 QR0246;SPC SD N     -   148,830.      675,330.      MT  (+/- 180 meters Scaled)
 QR0246
 QR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR967016(NAD 83)
 QR0246
 QR0246                          SUPERSEDED SURVEY CONTROL
 QR0246
 QR0246  NGVD 29 (??/??/92)  458.578  (m)         1504.52   (f) ADJ UNCH    2 0
 QR0246
 QR0246.Superseded values are not recommended for survey control.
 QR0246
 QR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0246.See file dsdata.pdf to determine how the superseded data were derived.
 QR0246
 QR0246_MARKER: DB = BENCH MARK DISK
 QR0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0246_STAMPING: L 87 1934
 QR0246_MARK LOGO: CGS
 QR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0246+STABILITY: SURFACE MOTION
 QR0246
 QR0246  HISTORY     - Date     Condition        Report By
 QR0246  HISTORY     - 1934     MONUMENTED       CGS
 QR0246  HISTORY     - 1950     MARK NOT FOUND   CGS
 QR0246
 QR0246                          STATION DESCRIPTION
 QR0246
 QR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QR0246'4.5 MI W FROM CRESBARD.
 QR0246'4.5 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0246'FROM THE STATION AT CRESBARD, FAULK COUNTY, ABOUT 9-1/2 POLES
 QR0246'WEST OF MILEPOST 337, AT A PUBLIC-ROAD CROSSING, 42 FEET EAST OF
 QR0246'THE CENTER LINE OF THE ROAD, 43 FEET NORTH OF THE CENTER LINE OF
 QR0246'THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 QR0246'DISK, STAMPED L 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0367 ***********************************************************************
 QR0367  DESIGNATION -  L 88
 QR0367  PID         -  QR0367
 QR0367  STATE/COUNTY-  SD/MCPHERSON
 QR0367  COUNTRY     -  US
 QR0367  USGS QUAD   -  EUREKA EAST (2017)
 QR0367
 QR0367                         *CURRENT SURVEY CONTROL
 QR0367  ______________________________________________________________________
 QR0367* NAD 83(1986) POSITION- 45 46 08.     (N) 099 37 21.     (W)   SCALED
 QR0367* NAVD 88 ORTHO HEIGHT -   578.030 (meters)     1896.42  (feet) ADJUSTED
 QR0367  ______________________________________________________________________
 QR0367  GEOID HEIGHT    -        -22.754 (meters)                     GEOID18
 QR0367  DYNAMIC HEIGHT  -        577.982 (meters)     1896.26  (feet) COMP
 QR0367  MODELED GRAVITY -    980,513.8   (mgal)                       NAVD 88
 QR0367
 QR0367  VERT ORDER      -  SECOND    CLASS 0
 QR0367
 QR0367.The horizontal coordinates were scaled from a map and have
 QR0367.an estimated accuracy of +/- 6 seconds.
 QR0367
 QR0367.The orthometric height was determined by differential leveling and
 QR0367.adjusted by the NATIONAL GEODETIC SURVEY
 QR0367.in June 1991.
 QR0367
 QR0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0367.GEOID18 height accuracy estimate available here.
 QR0367
 QR0367.Click photographs - Photos may exist for this station.
 QR0367
 QR0367.The dynamic height is computed by dividing the NAVD 88
 QR0367.geopotential number by the normal gravity value computed on the
 QR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0367.degrees latitude (g = 980.6199 gals.).
 QR0367
 QR0367.The modeled gravity was interpolated from observed gravity values.
 QR0367
 QR0367;                    North         East    Units  Estimated Accuracy
 QR0367;SPC SD N     -   215,160.      629,360.      MT  (+/- 180 meters Scaled)
 QR0367
 QR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR515685(NAD 83)
 QR0367
 QR0367                          SUPERSEDED SURVEY CONTROL
 QR0367
 QR0367  NGVD 29 (??/??/92)  577.628  (m)         1895.10   (f) ADJ UNCH    2 0
 QR0367
 QR0367.Superseded values are not recommended for survey control.
 QR0367
 QR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0367.See file dsdata.pdf to determine how the superseded data were derived.
 QR0367
 QR0367_MARKER: DB = BENCH MARK DISK
 QR0367_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0367_SP_SET: STEP
 QR0367_STAMPING: L 88 1934
 QR0367_MARK LOGO: CGS
 QR0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0367
 QR0367  HISTORY     - Date     Condition        Report By
 QR0367  HISTORY     - 1934     MONUMENTED       CGS
 QR0367  HISTORY     - 1974     MARK NOT FOUND   NGS
 QR0367
 QR0367                          STATION DESCRIPTION
 QR0367
 QR0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0367'AT EUREKA.
 QR0367'AT EUREKA, MC PHERSON COUNTY, AT THE PUBLIC SCHOOL, INSIDE THE
 QR0367'VESTIBULE OF THE NEW ADDITION, IN THE TOP OF THE STEP TO THE
 QR0367'MAIN PART OF THE BUILDING, AND ABOUT 0.5 FOOT BELOW THE FLOOR.
 QR0367'A STANDARD DISK, STAMPED L 88 1934 ACCESS TO WHICH IS HAD
 QR0367'THROUGH AN IRON PIPE BEARING A CAP.
 QR0367
 QR0367                          STATION RECOVERY (1974)
 QR0367
 QR0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0367'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0138 ***********************************************************************
 QR0138  DESIGNATION -  L 89
 QR0138  PID         -  QR0138
 QR0138  STATE/COUNTY-  SD/MCPHERSON
 QR0138  COUNTRY     -  US
 QR0138  USGS QUAD   -  LEOLA (2017)
 QR0138
 QR0138                         *CURRENT SURVEY CONTROL
 QR0138  ______________________________________________________________________
 QR0138* NAD 83(1986) POSITION- 45 43 23.     (N) 098 56 24.     (W)   SCALED
 QR0138* NAVD 88 ORTHO HEIGHT -   486.457 (meters)     1595.98  (feet) ADJUSTED
 QR0138  ______________________________________________________________________
 QR0138  GEOID HEIGHT    -        -23.807 (meters)                     GEOID18
 QR0138  DYNAMIC HEIGHT  -        486.423 (meters)     1595.87  (feet) COMP
 QR0138  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 QR0138
 QR0138  VERT ORDER      -  SECOND    CLASS 0
 QR0138
 QR0138.The horizontal coordinates were scaled from a map and have
 QR0138.an estimated accuracy of +/- 6 seconds.
 QR0138
 QR0138.The orthometric height was determined by differential leveling and
 QR0138.adjusted by the NATIONAL GEODETIC SURVEY
 QR0138.in June 1991.
 QR0138
 QR0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0138.GEOID18 height accuracy estimate available here.
 QR0138
 QR0138.Click photographs - Photos may exist for this station.
 QR0138
 QR0138.The dynamic height is computed by dividing the NAVD 88
 QR0138.geopotential number by the normal gravity value computed on the
 QR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0138.degrees latitude (g = 980.6199 gals.).
 QR0138
 QR0138.The modeled gravity was interpolated from observed gravity values.
 QR0138
 QR0138;                    North         East    Units  Estimated Accuracy
 QR0138;SPC SD N     -   210,540.      682,520.      MT  (+/- 180 meters Scaled)
 QR0138
 QR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR046632(NAD 83)
 QR0138
 QR0138                          SUPERSEDED SURVEY CONTROL
 QR0138
 QR0138  NGVD 29 (??/??/92)  486.105  (m)         1594.83   (f) ADJ UNCH    2 0
 QR0138
 QR0138.Superseded values are not recommended for survey control.
 QR0138
 QR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0138.See file dsdata.pdf to determine how the superseded data were derived.
 QR0138
 QR0138_MARKER: DB = BENCH MARK DISK
 QR0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0138_SP_SET: BUILDING WALL
 QR0138_STAMPING: L 89 1934
 QR0138_MARK LOGO: CGS
 QR0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0138
 QR0138  HISTORY     - Date     Condition        Report By
 QR0138  HISTORY     - 1934     MONUMENTED       CGS
 QR0138  HISTORY     - 1940     GOOD             CGS
 QR0138  HISTORY     - 19950101 GOOD             SDDENR
 QR0138
 QR0138                          STATION DESCRIPTION
 QR0138
 QR0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0138'AT LEOLA.
 QR0138'AT LEOLA, MC PHERSON COUNTY, IN THE NORTH BRICK WALL OF THE FIRST
 QR0138'NATIONAL BANK BUILDING, 1.4 FEET WEST OF THE NORTHEAST CORNER,
 QR0138'AND ABOUT 5.0 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 QR0138'L 89 1934 AND SET VERTICALLY.
 QR0138
 QR0138                          STATION RECOVERY (1995)
 QR0138
 QR0138'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QR0138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0212 ***********************************************************************
 OS0212  DESIGNATION -  L 9
 OS0212  PID         -  OS0212
 OS0212  STATE/COUNTY-  SD/JONES
 OS0212  COUNTRY     -  US
 OS0212  USGS QUAD   -  OKATON (2017)
 OS0212
 OS0212                         *CURRENT SURVEY CONTROL
 OS0212  ______________________________________________________________________
 OS0212* NAD 83(1986) POSITION- 43 52 55.84   (N) 100 56 39.46   (W)   HD_HELD1
 OS0212* NAVD 88 ORTHO HEIGHT -   712.723 (meters)     2338.33  (feet) ADJUSTED
 OS0212  ______________________________________________________________________
 OS0212  GEOID HEIGHT    -        -23.547 (meters)                     GEOID18
 OS0212  DYNAMIC HEIGHT  -        712.488 (meters)     2337.55  (feet) COMP
 OS0212  MODELED GRAVITY -    980,265.7   (mgal)                       NAVD 88
 OS0212
 OS0212  VERT ORDER      -  FIRST     CLASS II
 OS0212
 OS0212.The horizontal coordinates were determined by differentially corrected
 OS0212.hand held GPS observations or other comparable positioning techniques
 OS0212.and have an estimated accuracy of +/- 3 meters.
 OS0212
 OS0212.The orthometric height was determined by differential leveling and
 OS0212.adjusted by the NATIONAL GEODETIC SURVEY
 OS0212.in June 1991.
 OS0212
 OS0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0212.GEOID18 height accuracy estimate available here.
 OS0212
 OS0212.Click photographs - Photos may exist for this station.
 OS0212
 OS0212.The dynamic height is computed by dividing the NAVD 88
 OS0212.geopotential number by the normal gravity value computed on the
 OS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0212.degrees latitude (g = 980.6199 gals.).
 OS0212
 OS0212.The modeled gravity was interpolated from observed gravity values.
 OS0212
 OS0212;                    North         East    Units  Estimated Accuracy
 OS0212;SPC SD S     -   172,245.1     550,904.8     MT  (+/- 3 meters HH1 GPS) 
 OS0212
 OS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4380860624(NAD 83)
 OS0212
 OS0212                          SUPERSEDED SURVEY CONTROL
 OS0212
 OS0212  NGVD 29 (??/??/92)  712.255  (m)         2336.79   (f) ADJ UNCH    1 2
 OS0212
 OS0212.Superseded values are not recommended for survey control.
 OS0212
 OS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0212.See file dsdata.pdf to determine how the superseded data were derived.
 OS0212
 OS0212_MARKER: DB = BENCH MARK DISK
 OS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0212_STAMPING: L 9 1925 2336.790
 OS0212_MARK LOGO: CGS
 OS0212_PROJECTION: FLUSH
 OS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0212+STABILITY: SURFACE MOTION
 OS0212
 OS0212  HISTORY     - Date     Condition        Report By
 OS0212  HISTORY     - 1925     MONUMENTED       CGS
 OS0212  HISTORY     - 1962     GOOD             CGS
 OS0212
 OS0212                          STATION DESCRIPTION
 OS0212
 OS0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0212'2.9 MI W FROM OKATON.
 OS0212'ABOUT 2.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0212'PACIFIC RAILROAD FROM THE GRAIN ELEVATOR, IN SECTION 7, T2S,
 OS0212'R27E, 7 POLES EAST OF MILE POST 530 AND 0.1 MILE SOUTH OF A
 OS0212'FARM HOUSE, 40 FEET NORTH OF NORTH RAIL, 84 FEET EAST OF A
 OS0212'NORTH-SOUTH SECTION LINE FENCE, 1 FOOT SOUTH OF A FENCE, 0.6 FEET
 OS0212'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 OS0212'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2026 ***********************************************************************
 PU2026  DESIGNATION -  L 9 B 2
 PU2026  PID         -  PU2026
 PU2026  STATE/COUNTY-  SD/BUTTE
 PU2026  COUNTRY     -  US
 PU2026  USGS QUAD   -  NISLAND (2017)
 PU2026
 PU2026                         *CURRENT SURVEY CONTROL
 PU2026  ______________________________________________________________________
 PU2026* NAD 83(1986) POSITION- 44 38 54.     (N) 103 35 28.     (W)   SCALED
 PU2026* NAVD 88 ORTHO HEIGHT -   902.019 (meters)     2959.37  (feet) ADJUSTED
 PU2026  ______________________________________________________________________
 PU2026  GEOID HEIGHT    -        -15.840 (meters)                     GEOID18
 PU2026  DYNAMIC HEIGHT  -        901.776 (meters)     2958.58  (feet) COMP
 PU2026  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 PU2026
 PU2026  VERT ORDER      -  SECOND    CLASS 0
 PU2026
 PU2026.The horizontal coordinates were scaled from a map and have
 PU2026.an estimated accuracy of +/- 6 seconds.
 PU2026
 PU2026.The orthometric height was determined by differential leveling and
 PU2026.adjusted by the NATIONAL GEODETIC SURVEY
 PU2026.in June 1991.
 PU2026
 PU2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2026.GEOID18 height accuracy estimate available here.
 PU2026
 PU2026.Click photographs - Photos may exist for this station.
 PU2026
 PU2026.The dynamic height is computed by dividing the NAVD 88
 PU2026.geopotential number by the normal gravity value computed on the
 PU2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2026.degrees latitude (g = 980.6199 gals.).
 PU2026
 PU2026.The modeled gravity was interpolated from observed gravity values.
 PU2026
 PU2026;                    North         East    Units  Estimated Accuracy
 PU2026;SPC SD N     -    96,880.      315,230.      MT  (+/- 180 meters Scaled)
 PU2026
 PU2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK117448(NAD 83)
 PU2026
 PU2026                          SUPERSEDED SURVEY CONTROL
 PU2026
 PU2026  NGVD 29 (??/??/92)  901.53   (m)         2957.8    (f) COMPUTED    2 0
 PU2026
 PU2026.Superseded values are not recommended for survey control.
 PU2026
 PU2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2026.See file dsdata.pdf to determine how the superseded data were derived.
 PU2026
 PU2026_MARKER: Z = SEE DESCRIPTION
 PU2026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU2026_SP_SET: PIER
 PU2026_STAMPING: L 9 B 2
 PU2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2026
 PU2026  HISTORY     - Date     Condition        Report By
 PU2026  HISTORY     - UNK      MONUMENTED       USAF
 PU2026  HISTORY     - 1962     GOOD             CGS
 PU2026
 PU2026                          STATION DESCRIPTION
 PU2026
 PU2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2026'3.6 MI SW FROM NISLAND.
 PU2026'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2026'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 1.6 MILES WEST
 PU2026'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED
 PU2026'ROAD, THENCE 0.1 MILE WEST ACROSS COUNTRY, 0.1 MILE
 PU2026'WEST-SOUTHWEST OF LARKIN TRIANGULATION STATION, ABOUT 0.15 MILE
 PU2026'NORTHWEST OF THE INTERSECTION OF GRAVELED ROADS, 92 YARDS NORTH
 PU2026'OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 81 YARDS NORTH
 PU2026'OF A FENCE, CENTER OF TRIBRACH MOUNTED ON THE TOP OF AN 18-INCH
 PU2026'CONCRETE PIER WHICH PROJECTS 4.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0036 ***********************************************************************
 QR0036  DESIGNATION -  L 90
 QR0036  PID         -  QR0036
 QR0036  STATE/COUNTY-  SD/BROWN
 QR0036  COUNTRY     -  US
 QR0036  USGS QUAD   -  SAVO SE (2017)
 QR0036
 QR0036                         *CURRENT SURVEY CONTROL
 QR0036  ______________________________________________________________________
 QR0036* NAD 83(1986) POSITION- 45 45 46.     (N) 098 16 14.     (W)   SCALED
 QR0036* NAVD 88 ORTHO HEIGHT -   394.569 (meters)     1294.52  (feet) ADJUSTED
 QR0036  ______________________________________________________________________
 QR0036  GEOID HEIGHT    -        -24.878 (meters)                     GEOID18
 QR0036  DYNAMIC HEIGHT  -        394.549 (meters)     1294.45  (feet) COMP
 QR0036  MODELED GRAVITY -    980,553.5   (mgal)                       NAVD 88
 QR0036
 QR0036  VERT ORDER      -  SECOND    CLASS 0
 QR0036
 QR0036.The horizontal coordinates were scaled from a map and have
 QR0036.an estimated accuracy of +/- 6 seconds.
 QR0036
 QR0036.The orthometric height was determined by differential leveling and
 QR0036.adjusted by the NATIONAL GEODETIC SURVEY
 QR0036.in June 1991.
 QR0036
 QR0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0036.GEOID18 height accuracy estimate available here.
 QR0036
 QR0036.Click photographs - Photos may exist for this station.
 QR0036
 QR0036.The dynamic height is computed by dividing the NAVD 88
 QR0036.geopotential number by the normal gravity value computed on the
 QR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0036.degrees latitude (g = 980.6199 gals.).
 QR0036
 QR0036.The modeled gravity was interpolated from observed gravity values.
 QR0036
 QR0036;                    North         East    Units  Estimated Accuracy
 QR0036;SPC SD N     -   215,850.      734,530.      MT  (+/- 180 meters Scaled)
 QR0036
 QR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR567679(NAD 83)
 QR0036
 QR0036                          SUPERSEDED SURVEY CONTROL
 QR0036
 QR0036  NGVD 29 (??/??/92)  394.26   (m)         1293.5    (f) COMPUTED    2 0
 QR0036
 QR0036.Superseded values are not recommended for survey control.
 QR0036
 QR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0036.See file dsdata.pdf to determine how the superseded data were derived.
 QR0036
 QR0036_MARKER: DB = BENCH MARK DISK
 QR0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0036_SP_SET: BRIDGE
 QR0036_STAMPING: L 90 1934
 QR0036_MARK LOGO: CGS
 QR0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0036
 QR0036  HISTORY     - Date     Condition        Report By
 QR0036  HISTORY     - 1934     MONUMENTED       CGS
 QR0036
 QR0036                          STATION DESCRIPTION
 QR0036
 QR0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0036'2.7 MI W FROM HOUGHTON.
 QR0036'2.7 MILES WEST OF NATIONAL ATLAS ELEVATOR AT HOUGHTON.  ALONG
 QR0036'STATE HIGHWAY 10 AT 25 FOOT CONCRETE BRIDGE AT SOUTH END OF LAKE
 QR0036'AT THE JAMES RIVER.  SET IN THE WEST END OF THE NORTH HUBGUARD,
 QR0036'0.5 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0037 ***********************************************************************
 QR0037  DESIGNATION -  L 90 RESET
 QR0037  PID         -  QR0037
 QR0037  STATE/COUNTY-  SD/BROWN
 QR0037  COUNTRY     -  US
 QR0037  USGS QUAD   -  SAVO SE (2017)
 QR0037
 QR0037                         *CURRENT SURVEY CONTROL
 QR0037  ______________________________________________________________________
 QR0037* NAD 83(1986) POSITION- 45 45 46.50   (N) 098 15 56.09   (W)   HD_HELD1
 QR0037* NAVD 88 ORTHO HEIGHT -   394.82  (meters)     1295.3   (feet) RESET
 QR0037  ______________________________________________________________________
 QR0037  GEOID HEIGHT    -        -24.887 (meters)                     GEOID18
 QR0037  VERT ORDER      -  THIRD
 QR0037
 QR0037.The horizontal coordinates were determined by differentially corrected
 QR0037.hand held GPS observations or other comparable positioning techniques
 QR0037.and have an estimated accuracy of +/- 3 meters.
 QR0037
 QR0037.The orthometric height was computed from unverified reset data.
 QR0037
 QR0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0037.GEOID18 height accuracy estimate available here.
 QR0037
 QR0037.Click photographs - Photos may exist for this station.
 QR0037
 QR0037;                    North         East    Units  Estimated Accuracy
 QR0037;SPC SD N     -   215,874.8     734,918.4     MT  (+/- 3 meters HH1 GPS) 
 QR0037
 QR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR5711067968(NAD 83)
 QR0037
 QR0037                          SUPERSEDED SURVEY CONTROL
 QR0037
 QR0037.No superseded survey control is available for this station.
 QR0037
 QR0037_MARKER: DB = BENCH MARK DISK
 QR0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0037_SP_SET: BRIDGE
 QR0037_STAMPING: L 90 RESET 1948
 QR0037_MARK LOGO: CGS
 QR0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0037
 QR0037  HISTORY     - Date     Condition        Report By
 QR0037  HISTORY     - 1953     MONUMENTED       SDHD
 QR0037  HISTORY     - 1953     GOOD             CGS
 QR0037
 QR0037                          STATION DESCRIPTION
 QR0037
 QR0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QR0037'2.7 MI W FROM HOUGHTON.
 QR0037'2.7 MILES WEST ALONG STATE HIGHWAY 10 FROM THE NATIONAL ATLAS
 QR0037'ELEVATOR CO. ELEVATOR AT HOUGHTON, BROWN COUNTY, AT THE SOUTH END
 QR0037'OF A LAKE AT JAMES RIVER, AT A CONCRETE BRIDGE, AND IN THE TOP OF
 QR0037'THE NORTHWEST WING WALL.  A STANDARD DISK, STAMPED L 90 RESET 1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0341 ***********************************************************************
 QQ0341  DESIGNATION -  L 91
 QQ0341  PID         -  QQ0341
 QQ0341  STATE/COUNTY-  SD/MARSHALL
 QQ0341  COUNTRY     -  US
 QQ0341  USGS QUAD   -  SPAIN (2017)
 QQ0341
 QQ0341                         *CURRENT SURVEY CONTROL
 QQ0341  ______________________________________________________________________
 QQ0341* NAD 83(1986) POSITION- 45 40 29.     (N) 097 47 47.     (W)   SCALED
 QQ0341* NAVD 88 ORTHO HEIGHT -   405.805 (meters)     1331.38  (feet) ADJUSTED
 QQ0341  ______________________________________________________________________
 QQ0341  GEOID HEIGHT    -        -25.076 (meters)                     GEOID18
 QQ0341  DYNAMIC HEIGHT  -        405.786 (meters)     1331.32  (feet) COMP
 QQ0341  MODELED GRAVITY -    980,556.7   (mgal)                       NAVD 88
 QQ0341
 QQ0341  VERT ORDER      -  SECOND    CLASS 0
 QQ0341
 QQ0341.The horizontal coordinates were scaled from a map and have
 QQ0341.an estimated accuracy of +/- 6 seconds.
 QQ0341
 QQ0341.The orthometric height was determined by differential leveling and
 QQ0341.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0341.in June 1991.
 QQ0341
 QQ0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0341.GEOID18 height accuracy estimate available here.
 QQ0341
 QQ0341.Click photographs - Photos may exist for this station.
 QQ0341
 QQ0341.The dynamic height is computed by dividing the NAVD 88
 QQ0341.geopotential number by the normal gravity value computed on the
 QQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0341.degrees latitude (g = 980.6199 gals.).
 QQ0341
 QQ0341.The modeled gravity was interpolated from observed gravity values.
 QQ0341
 QQ0341;                    North         East    Units  Estimated Accuracy
 QQ0341;SPC SD N     -   206,960.      771,680.      MT  (+/- 180 meters Scaled)
 QQ0341
 QQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR937586(NAD 83)
 QQ0341
 QQ0341                          SUPERSEDED SURVEY CONTROL
 QQ0341
 QQ0341  NGVD 29 (??/??/92)  405.528  (m)         1330.47   (f) ADJ UNCH    2 0
 QQ0341
 QQ0341.Superseded values are not recommended for survey control.
 QQ0341
 QQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0341.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0341
 QQ0341_MARKER: DB = BENCH MARK DISK
 QQ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0341_STAMPING: L 91 1934
 QQ0341_MARK LOGO: CGS
 QQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0341+STABILITY: SURFACE MOTION
 QQ0341
 QQ0341  HISTORY     - Date     Condition        Report By
 QQ0341  HISTORY     - 1934     MONUMENTED       CGS
 QQ0341
 QQ0341                          STATION DESCRIPTION
 QQ0341
 QQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0341'5.7 MI N FROM LANGFORD.
 QQ0341'ABOUT 5.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0341'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT LANGFORD, MARSHALL
 QQ0341'COUNTY, ABOUT 3-1/2 POLES SOUTH OF MILEPOST 20, AT A PUBLIC-ROAD
 QQ0341'CROSSING, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET
 QQ0341'EAST OF THE CENTER LINE OF THE TRACK, IN LINE WITH A ROW OF
 QQ0341'POLES, 55 FEET NORTH OF A POLE, AND ABOUT 2 FEET LOWER THAN THE
 QQ0341'TRACK.  A STANDARD DISK, STAMPED L 91 1934 AND SET IN THE TOP
 QQ0341'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0151 ***********************************************************************
 QQ0151  DESIGNATION -  L 92
 QQ0151  PID         -  QQ0151
 QQ0151  STATE/COUNTY-  SD/ROBERTS
 QQ0151  COUNTRY     -  US
 QQ0151  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0151
 QQ0151                         *CURRENT SURVEY CONTROL
 QQ0151  ______________________________________________________________________
 QQ0151* NAD 83(1986) POSITION- 45 51 14.     (N) 096 57 33.     (W)   SCALED
 QQ0151* NAVD 88 ORTHO HEIGHT -   355.443 (meters)     1166.15  (feet) ADJUSTED
 QQ0151  ______________________________________________________________________
 QQ0151  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 QQ0151  DYNAMIC HEIGHT  -        355.440 (meters)     1166.14  (feet) COMP
 QQ0151  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 QQ0151
 QQ0151  VERT ORDER      -  SECOND    CLASS 0
 QQ0151
 QQ0151.The horizontal coordinates were scaled from a map and have
 QQ0151.an estimated accuracy of +/- 6 seconds.
 QQ0151
 QQ0151.The orthometric height was determined by differential leveling and
 QQ0151.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0151.in June 1991.
 QQ0151
 QQ0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0151.GEOID18 height accuracy estimate available here.
 QQ0151
 QQ0151.Click photographs - Photos may exist for this station.
 QQ0151
 QQ0151.The dynamic height is computed by dividing the NAVD 88
 QQ0151.geopotential number by the normal gravity value computed on the
 QQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0151.degrees latitude (g = 980.6199 gals.).
 QQ0151
 QQ0151.The modeled gravity was interpolated from observed gravity values.
 QQ0151
 QQ0151;                    North         East    Units  Estimated Accuracy
 QQ0151;SPC SD N     -   228,980.      836,130.      MT  (+/- 180 meters Scaled)
 QQ0151
 QQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR584798(NAD 83)
 QQ0151
 QQ0151                          SUPERSEDED SURVEY CONTROL
 QQ0151
 QQ0151  NGVD 29 (??/??/92)  355.231  (m)         1165.45   (f) ADJ UNCH    2 0
 QQ0151
 QQ0151.Superseded values are not recommended for survey control.
 QQ0151
 QQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0151.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0151
 QQ0151_MARKER: DB = BENCH MARK DISK
 QQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0151_STAMPING: L 92 1934
 QQ0151_MARK LOGO: CGS
 QQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0151+STABILITY: SURFACE MOTION
 QQ0151
 QQ0151  HISTORY     - Date     Condition        Report By
 QQ0151  HISTORY     - 1934     MONUMENTED       CGS
 QQ0151  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0151
 QQ0151                          STATION DESCRIPTION
 QQ0151
 QQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0151'2.3 MI SW FROM NEW EFFINGTON.
 QQ0151'2.3 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0151'STE. MARIE RAILWAY FROM THE STATION AT NEW EFFINGTON, ROBERTS
 QQ0151'COUNTY, ABOUT 9 POLES EAST OF MILEPOST 30, ABOUT 4 POLES WEST
 QQ0151'OF A PUBLIC-ROAD CROSSING, 36 FEET NORTH OF THE CENTER LINE OF
 QQ0151'THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 QQ0151'STAMPED L 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0151'NOTE-- MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY IS
 QQ0151'NOW THE SOO LINE RAILROAD.
 QQ0151
 QQ0151                          STATION RECOVERY (1972)
 QQ0151
 QQ0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0032 ***********************************************************************
 PR0032  DESIGNATION -  L 93
 PR0032  PID         -  PR0032
 PR0032  STATE/COUNTY-  SD/DEUEL
 PR0032  COUNTRY     -  US
 PR0032  USGS QUAD   -  GARY (2017)
 PR0032
 PR0032                         *CURRENT SURVEY CONTROL
 PR0032  ______________________________________________________________________
 PR0032* NAD 83(1986) POSITION- 44 47 27.     (N) 096 27 16.     (W)   SCALED
 PR0032* NAVD 88 ORTHO HEIGHT -   459.559 (meters)     1507.74  (feet) ADJUSTED
 PR0032  ______________________________________________________________________
 PR0032  GEOID HEIGHT    -        -25.595 (meters)                     GEOID18
 PR0032  DYNAMIC HEIGHT  -        459.500 (meters)     1507.54  (feet) COMP
 PR0032  MODELED GRAVITY -    980,475.1   (mgal)                       NAVD 88
 PR0032
 PR0032  VERT ORDER      -  SECOND    CLASS 0
 PR0032
 PR0032.The horizontal coordinates were scaled from a map and have
 PR0032.an estimated accuracy of +/- 6 seconds.
 PR0032
 PR0032.The orthometric height was determined by differential leveling and
 PR0032.adjusted by the NATIONAL GEODETIC SURVEY
 PR0032.in June 1991.
 PR0032
 PR0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0032.GEOID18 height accuracy estimate available here.
 PR0032
 PR0032.Click photographs - Photos may exist for this station.
 PR0032
 PR0032.The dynamic height is computed by dividing the NAVD 88
 PR0032.geopotential number by the normal gravity value computed on the
 PR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0032.degrees latitude (g = 980.6199 gals.).
 PR0032
 PR0032.The modeled gravity was interpolated from observed gravity values.
 PR0032
 PR0032;                    North         East    Units  Estimated Accuracy
 PR0032;SPC SD N     -   112,540.      880,470.      MT  (+/- 180 meters Scaled)
 PR0032
 PR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ013628(NAD 83)
 PR0032
 PR0032                          SUPERSEDED SURVEY CONTROL
 PR0032
 PR0032  NGVD 29 (??/??/92)  459.337  (m)         1507.01   (f) ADJ UNCH    2 0
 PR0032
 PR0032.Superseded values are not recommended for survey control.
 PR0032
 PR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0032.See file dsdata.pdf to determine how the superseded data were derived.
 PR0032
 PR0032_MARKER: DB = BENCH MARK DISK
 PR0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0032_SP_SET: BRIDGE
 PR0032_STAMPING: L 93 1934
 PR0032_MARK LOGO: CGS
 PR0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0032
 PR0032  HISTORY     - Date     Condition        Report By
 PR0032  HISTORY     - 1934     MONUMENTED       CGS
 PR0032  HISTORY     - 1938     GOOD             CGS
 PR0032  HISTORY     - 1976     POOR             NGS
 PR0032
 PR0032                          STATION DESCRIPTION
 PR0032
 PR0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PR0032'AT GARY.
 PR0032'AT GARY, DEUEL COUNTY, 550 FEET SOUTHEAST OF THE CHICAGO AND
 PR0032'NORTH WESTERN RAILWAY STATION, AT THE SCHOOL, IN THE FACE OF THE
 PR0032'NORTH BRICK WALL, 3 FEET WEST OF THE NORTH DOOR, AND ABOUT 2.5
 PR0032'FEET ABOVE GROUND.
 PR0032
 PR0032                          STATION RECOVERY (1976)
 PR0032
 PR0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PR0032'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0033 ***********************************************************************
 PR0033  DESIGNATION -  L 93 RESET
 PR0033  PID         -  PR0033
 PR0033  STATE/COUNTY-  SD/DEUEL
 PR0033  COUNTRY     -  US
 PR0033  USGS QUAD   -  GARY (2017)
 PR0033
 PR0033                         *CURRENT SURVEY CONTROL
 PR0033  ______________________________________________________________________
 PR0033* NAD 83(1986) POSITION- 44 47 27.     (N) 096 27 16.     (W)   SCALED
 PR0033* NAVD 88 ORTHO HEIGHT -   459.71  (meters)     1508.2   (feet) RESET
 PR0033  ______________________________________________________________________
 PR0033  GEOID HEIGHT    -        -25.595 (meters)                     GEOID18
 PR0033  VERT ORDER      -  THIRD
 PR0033
 PR0033.The horizontal coordinates were scaled from a map and have
 PR0033.an estimated accuracy of +/- 6 seconds.
 PR0033
 PR0033.The orthometric height was computed from unverified reset data.
 PR0033
 PR0033.No vertical observational check was made to the station.
 PR0033
 PR0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0033.GEOID18 height accuracy estimate available here.
 PR0033
 PR0033.Click photographs - Photos may exist for this station.
 PR0033
 PR0033;                    North         East    Units  Estimated Accuracy
 PR0033;SPC SD N     -   112,540.      880,470.      MT  (+/- 180 meters Scaled)
 PR0033
 PR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ013628(NAD 83)
 PR0033
 PR0033                          SUPERSEDED SURVEY CONTROL
 PR0033
 PR0033  NGVD 29 (04/17/07)  459.49   (m)         1507.5    (f) RESET       3  
 PR0033
 PR0033.Superseded values are not recommended for survey control.
 PR0033
 PR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0033.See file dsdata.pdf to determine how the superseded data were derived.
 PR0033
 PR0033_MARKER: DV = VERTICAL CONTROL DISK
 PR0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0033_SP_SET: BUILDING
 PR0033_STAMPING: L 93 RESET 1976
 PR0033_MARK LOGO: NGS
 PR0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0033
 PR0033  HISTORY     - Date     Condition        Report By
 PR0033  HISTORY     - 1976     MONUMENTED       NGS
 PR0033
 PR0033                          STATION DESCRIPTION
 PR0033
 PR0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 PR0033'AT GARY.
 PR0033'IN THE WEST WALL OF THE PUBLIC SCHOOL BUILDING LOCATED IN THE
 PR0033'CENTRAL PART OF GARY, 4.0 FEET ABOVE GROUND LEVEL, 2.4 FEET SOUTH
 PR0033'OF THE NORTHWEST CORNER OF THE ORIGINAL PART OF THE BUILDING,
 PR0033'3.2 FEET NORTH OF THE NORTH EDGE OF A WINDOW, 8.7 FEET NORTH OF
 PR0033'THE NORTH WALL OF AN ENTRYWAY, AND SET VERTICALLY IN THE BRICK
 PR0033'WALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0207 ***********************************************************************
 PR0207  DESIGNATION -  L 95
 PR0207  PID         -  PR0207
 PR0207  STATE/COUNTY-  SD/BROOKINGS
 PR0207  COUNTRY     -  US
 PR0207  USGS QUAD   -  VOLGA (2017)
 PR0207
 PR0207                         *CURRENT SURVEY CONTROL
 PR0207  ______________________________________________________________________
 PR0207* NAD 83(1986) POSITION- 44 19 32.     (N) 096 55 34.     (W)   SCALED
 PR0207* NAVD 88 ORTHO HEIGHT -   497.664 (meters)     1632.75  (feet) ADJUSTED
 PR0207  ______________________________________________________________________
 PR0207  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 PR0207  DYNAMIC HEIGHT  -        497.575 (meters)     1632.46  (feet) COMP
 PR0207  MODELED GRAVITY -    980,421.8   (mgal)                       NAVD 88
 PR0207
 PR0207  VERT ORDER      -  SECOND    CLASS 0
 PR0207
 PR0207.The horizontal coordinates were scaled from a map and have
 PR0207.an estimated accuracy of +/- 6 seconds.
 PR0207
 PR0207.The orthometric height was determined by differential leveling and
 PR0207.adjusted by the NATIONAL GEODETIC SURVEY
 PR0207.in June 1991.
 PR0207
 PR0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0207.GEOID18 height accuracy estimate available here.
 PR0207
 PR0207.Click photographs - Photos may exist for this station.
 PR0207
 PR0207.The dynamic height is computed by dividing the NAVD 88
 PR0207.geopotential number by the normal gravity value computed on the
 PR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0207.degrees latitude (g = 980.6199 gals.).
 PR0207
 PR0207.The modeled gravity was interpolated from observed gravity values.
 PR0207
 PR0207;                    North         East    Units  Estimated Accuracy
 PR0207;SPC SD N     -    59,350.      845,140.      MT  (+/- 180 meters Scaled)
 PR0207
 PR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ653101(NAD 83)
 PR0207
 PR0207                          SUPERSEDED SURVEY CONTROL
 PR0207
 PR0207  NGVD 29 (??/??/92)  497.405  (m)         1631.90   (f) ADJ UNCH    2 0
 PR0207
 PR0207.Superseded values are not recommended for survey control.
 PR0207
 PR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0207.See file dsdata.pdf to determine how the superseded data were derived.
 PR0207
 PR0207_MARKER: DB = BENCH MARK DISK
 PR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0207_STAMPING: L 95 1934
 PR0207_MARK LOGO: CGS
 PR0207_PROJECTION: RECESSED 3 CENTIMETERS
 PR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0207+STABILITY: SURFACE MOTION
 PR0207
 PR0207  HISTORY     - Date     Condition        Report By
 PR0207  HISTORY     - 1934     MONUMENTED       CGS
 PR0207  HISTORY     - 1949     GOOD             CGS
 PR0207  HISTORY     - 1964     MARK NOT FOUND   USGS
 PR0207
 PR0207                          STATION DESCRIPTION
 PR0207
 PR0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0207'AT VOLGA.
 PR0207'AT VOLGA, 110.0 FEET NORTH NORTHEAST OF THE NORTHWEST CORNER
 PR0207'OF A TILE BRICK BUILDING, 75.5 FEET WEST OF THE SOUTHWEST
 PR0207'CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 18.9
 PR0207'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 4.0 FEET
 PR0207'NORTHEAST OF A TELEGRAPH POLE, 3.8 FEET NORTH OF A REFERENCE
 PR0207'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 PR0207'UNDERGROUND.
 PR0207
 PR0207                          STATION RECOVERY (1964)
 PR0207
 PR0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PR0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0103 ***********************************************************************
 QQ0103  DESIGNATION -  L RESET
 QQ0103  PID         -  QQ0103
 QQ0103  STATE/COUNTY-  SD/GRANT
 QQ0103  COUNTRY     -  US
 QQ0103  USGS QUAD   -  TWIN BROOKS (2017)
 QQ0103
 QQ0103                         *CURRENT SURVEY CONTROL
 QQ0103  ______________________________________________________________________
 QQ0103* NAD 83(1986) POSITION- 45 12 26.     (N) 096 46 52.     (W)   SCALED
 QQ0103* NAVD 88 ORTHO HEIGHT -   385.13  (meters)     1263.5   (feet) RESET
 QQ0103  ______________________________________________________________________
 QQ0103  GEOID HEIGHT    -        -25.690 (meters)                     GEOID18
 QQ0103  VERT ORDER      -  THIRD
 QQ0103
 QQ0103.The horizontal coordinates were scaled from a map and have
 QQ0103.an estimated accuracy of +/- 6 seconds.
 QQ0103
 QQ0103.The orthometric height was computed from unverified reset data.
 QQ0103
 QQ0103.No vertical observational check was made to the station.
 QQ0103
 QQ0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0103.GEOID18 height accuracy estimate available here.
 QQ0103
 QQ0103.Click photographs - Photos may exist for this station.
 QQ0103
 QQ0103;                    North         East    Units  Estimated Accuracy
 QQ0103;SPC SD N     -   157,700.      852,800.      MT  (+/- 180 meters Scaled)
 QQ0103
 QQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR742083(NAD 83)
 QQ0103
 QQ0103                          SUPERSEDED SURVEY CONTROL
 QQ0103
 QQ0103  NGVD 29 (04/17/07)  384.88   (m)         1262.7    (f) RESET       3  
 QQ0103
 QQ0103.Superseded values are not recommended for survey control.
 QQ0103
 QQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0103.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0103
 QQ0103_MARKER: DV = VERTICAL CONTROL DISK
 QQ0103_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0103_SP_SET: BUILDING
 QQ0103_STAMPING: L RESET 1975
 QQ0103_MARK LOGO: NGS
 QQ0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0103+STABILITY: SURFACE MOTION
 QQ0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0103+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 QQ0103
 QQ0103  HISTORY     - Date     Condition        Report By
 QQ0103  HISTORY     - 1975     MONUMENTED       NGS
 QQ0103  HISTORY     - 19970520 GOOD             NGS
 QQ0103
 QQ0103                          STATION DESCRIPTION
 QQ0103
 QQ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QQ0103'AT TWIN BROOKS.
 QQ0103'AT THE NORTH EDGE OF TWIN BROOKS, 458 FEET WEST OF THE CENTER
 QQ0103'OF THE COUNTY ROAD AND RAILROAD CROSSING, 155 FEET SOUTHWEST OF
 QQ0103'THE SOUTHWEST CORNER OF THE 2ND GRAIN ELEVATOR WEST OF THE
 QQ0103'COUNTY ROAD, 16 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK
 QQ0103'OF THE MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1-FOOT BELOW
 QQ0103'TRACK LEVEL, 10-INCHES ABOVE GROUND LEVEL, AND SET VERTICAL IN
 QQ0103'THE EAST WALL OF A CONCRETE FOUNDATION OF A 6 X 8 FOOT BUILDING
 QQ0103'WHICH HOUSES RAILROAD TELEPHONE EQUIPMENT.
 QQ0103
 QQ0103                          STATION RECOVERY (1997)
 QQ0103
 QQ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0103'11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0103'STATE HIGHWAY 15 IN MILBANK, THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG A
 QQ0103'PAVED ROAD LEADING TO TWIN BROOKS, THENCE 0.1 KM (0.05 MI) WESTERLY
 QQ0103'ALONG THE BURLINGTON NORTHERN RAILROAD, SET VERTICALLY IN THE EAST
 QQ0103'FACE OF THE CONCRETE FOUNDATION OF A SMALL BUILDING HOUSING RAILROAD
 QQ0103'COMMUNICATIONS EQUIPMENT, 4.9 M (16.1 FT) NORTH OF THE NEAR RAIL, 0.3
 QQ0103'M (1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.2 M (0.7 FT) ABOVE THE
 QQ0103'GROUND SURFACE, AND DIRECTLY BELOW THE ENTRANCE DOOR.  NOTE--THE DISK
 QQ0103'IS BEHIND A SET OF STEPS AND THE STAMPING COULD NOT BE VERIFIED AT
 QQ0103'THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0779 ***********************************************************************
 QS0779  DESIGNATION -  LA PLANT
 QS0779  PID         -  QS0779
 QS0779  STATE/COUNTY-  SD/DEWEY
 QS0779  COUNTRY     -  US
 QS0779  USGS QUAD   -  LA PLANT (2017)
 QS0779
 QS0779                         *CURRENT SURVEY CONTROL
 QS0779  ______________________________________________________________________
 QS0779* NAD 83(1996) POSITION- 45 08 54.45362(N) 100 43 26.54450(W)   ADJUSTED
 QS0779* NAVD 88 ORTHO HEIGHT -   700.    (meters)     2297.    (feet) SCALED
 QS0779  ______________________________________________________________________
 QS0779  GEOID HEIGHT    -        -21.995 (meters)                     GEOID18
 QS0779  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 QS0779  HORZ ORDER      -  FIRST
 QS0779
 QS0779.The horizontal coordinates were established by classical geodetic methods
 QS0779.and adjusted by the National Geodetic Survey in January 1998.
 QS0779
 QS0779.The orthometric height was scaled from a topographic map.
 QS0779
 QS0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0779.GEOID18 height accuracy estimate available here.
 QS0779
 QS0779.Click photographs - Photos may exist for this station.
 QS0779
 QS0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0779
 QS0779. The following values were computed from the NAD 83(1996) position.
 QS0779
 QS0779;                    North         East     Units Scale Factor Converg.
 QS0779;SPC SD N     -   146,395.029   543,063.488   MT  0.99994055   -0 30 44.8
 QS0779;SPC SD N     -   480,297.69  1,781,700.79   sFT  0.99994055   -0 30 44.8
 QS0779;UTM  14      - 5,000,888.342   364,470.698   MT  0.99982585   -1 13 20.7
 QS0779
 QS0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0779!SPC SD N     -   0.99989364  x   0.99994055  =   0.99983420
 QS0779!UTM  14      -   0.99989364  x   0.99982585  =   0.99971951
 QS0779
 QS0779:                Primary Azimuth Mark                     Grid Az
 QS0779:SPC SD N     -  LA PLANT AZ MK                           118 14 47.8
 QS0779:UTM  14      -  LA PLANT AZ MK                           118 57 23.7
 QS0779
 QS0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6447000888(NAD 83)
 QS0779
 QS0779|---------------------------------------------------------------------|
 QS0779| PID    Reference Object                     Distance      Geod. Az  |
 QS0779|                                                           dddmmss.s |
 QS0779| CO5799 LA PLANT RM 1                        58.345 METERS 02634     |
 QS0779| CO5798 LA PLANT AZ MK                                     1174403.0 |
 QS0779| QS0784 RIDGEVIEW BAGLEY ELEV S GAB         APPROX. 9.1 KM 2210313.7 |
 QS0779| CO5800 LA PLANT RM 2                        56.372 METERS 32231     |
 QS0779|---------------------------------------------------------------------|
 QS0779
 QS0779                          SUPERSEDED SURVEY CONTROL
 QS0779
 QS0779  NAD 83(1986)-  45 08 54.44615(N)    100 43 26.54474(W) AD(       ) 1
 QS0779  NAD 27      -  45 08 54.51700(N)    100 43 25.03800(W) AD(       ) 1
 QS0779
 QS0779.Superseded values are not recommended for survey control.
 QS0779
 QS0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0779.See file dsdata.pdf to determine how the superseded data were derived.
 QS0779
 QS0779_MARKER: DS = TRIANGULATION STATION DISK
 QS0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0779_STAMPING: LA PLANT 1938
 QS0779_MARK LOGO: CGS
 QS0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0779+STABILITY: SURFACE MOTION
 QS0779
 QS0779  HISTORY     - Date     Condition        Report By
 QS0779  HISTORY     - 1938     MONUMENTED       CGS
 QS0779  HISTORY     - 1952     GOOD             CGS
 QS0779
 QS0779                          STATION DESCRIPTION
 QS0779
 QS0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0779'STATION LA PLANT IS LOCATED IN THE NW PART OF SOUTH DAKOTA,
 QS0779'IN THE SW PART OF DEWEY COUNTY.  IT IS ON THE SUMMIT OF A
 QS0779'FLAT-TOPPED PROMINENT BUTTE LOCATED SE OF WHAT IS KNOWN
 QS0779'LOCALLY AS THE GAP.  HERE THE BUTTE IS SHAPED LIKE A FOUR-LEAF
 QS0779'CLOVER WITH A NARROW STEM EXTENDING TO THE NW, THE STATION
 QS0779'IS PLACED ABOUT 50 YARDS SE OF A SHALLOW PIT IN THE CENTER OF
 QS0779'THE CLOVER.  IT IS ABOUT 3-1/2 MILES AIRLINE W OF LA PLANT,
 QS0779'ABOUT 13-1/2 MILES AIRLINE NE OF MOSSMAN, AND ABOUT 5-1/2
 QS0779'MILES AIRLINE NE OF RIDGEVIEW.
 QS0779'
 QS0779'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0779'BRONZE DISKS SET IN CONCRETE.
 QS0779'
 QS0779'STATION LA PLANT IS REACHED FROM THE POST OFFICE IN RIDGEVIEW
 QS0779'BY GOING E ON U.S. HIGHWAY 212, 5.85 MILES TO A DIM TRAIL
 QS0779'TURNING N.  GO N ABOUT 500 YARDS TO OLD ABANDONED ROAD (FORMERLY
 QS0779'U.S. HIGHWAY 212), TURN RIGHT E AND GO ABOUT 500 YARDS ACROSS
 QS0779'BRIDGE TO AN OLD GRAVEL LOADING PLANT.  TURN N THROUGH A WIRE
 QS0779'GATE.  THE AZIMUTH MARK IS LOCATED HERE 100 FEET E OF TRAIL
 QS0779'AND 30 FEET N OF OLD ROAD.
 QS0779'
 QS0779'FOLLOW TRAIL 1.1 MILE TO TOP OF DIVIDE AND FORK.  TURN RIGHT
 QS0779'AND DRIVE W 0.4 MILE TO TOP OF BUTTE AND STATION.
 QS0779'
 QS0779'THE STATION IS N THE CHEYENNE RIVER INDIAN RESERVATION, ON
 QS0779'WHITE BUFFALO MANS INDIAN ALLOTMENT NO. 372 - FEE PATENT.
 QS0779'
 QS0779'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 QS0779
 QS0779                          STATION RECOVERY (1952)
 QS0779
 QS0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0779'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QS0779'GOOD CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT
 QS0779'TO REFERENCE MARK 2.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 QS0779'
 QS0779'THE STATION IS ON THE SUMMIT OF A FLAT-TOPPED BUTTE LOCATED
 QS0779'SOUTHEAST OF WHAT IS KNOW LOCALLY AS THE GAP.  HERE THE BUTTE
 QS0779'IS SHAPED LIKE A FOUR-LEAF CLOVER WITH A NARROW STEM EXTENDING
 QS0779'TO THE NORTHWEST, THE STATION IS ABOUT 50 YARDS SOUTHEAST
 QS0779'OF A SHALLOW PIT AND IN THE CENTER OF THE CLOVER.  IT IS ABOUT
 QS0779'13-1/2 MILES NORTHEAST OF MOSSMAN, 5-1/2 MILES NORTHEAST
 QS0779'OF RIDGEVIEW, 3-1/2 MILES WEST OF LA PLANT, 1-3/4 MILES
 QS0779'NORTHWEST OF U.S. HIGHWAY 212 AND 5 FEET SOUTHEAST OF A
 QS0779'WHITE 4 IN X 4 IN WITNESS POST.
 QS0779'
 QS0779'TO REACH THE STATION FROM THE POST OFFICE IN RIDGEVIEW,
 QS0779'GO NORTHEASTERLY ON U.S. HIGHWAY 212 FOR 6.7 MILES, TURN
 QS0779'SHARP LEFT (WEST) AND FOLLOW A GRADED ROAD (OLD U.S.
 QS0779'HIGHWAY 212) FOR 0.35 MILE TO A WIRE GATE, GO THROUGH GATE,
 QS0779'TURN RIGHT (NORTH) GO THROUGH ANOTHER GATE AND THE AZIMUTH
 QS0779'MARK NON THE LEFT AS DESCRIBED BELOW, CONTINUE NORTH
 QS0779'AND NORTHWESTERLY ON A TRACK ROAD FOR 0.7 MILE TO A Y-JUNCTION,
 QS0779'CONTINUE NORTHWESTERLY ON THE LEFT TRACK ROAD FOR 0.55 MILE TO
 QS0779'THE BASE OF THE BUTTE, GO WEST UP STEEP SLOPE FOR 0.2 MILE
 QS0779'TO THE TOP AND STATION.
 QS0779'
 QS0779'THE STATION MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 QS0779'LA PLANT 1938.
 QS0779'
 QS0779'REFERENCE MARK 1 IS 21 FEET NORTHEAST OF A ROUND OUTCROPPING
 QS0779'BOULDER.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QS0779'LA PLANT NO 1 1938.
 QS0779'
 QS0779'REFERENCE MARK 2 PROJECTS 10 INCHES AND THE DISK STAMPED
 QS0779'LA PLANT NO 2 1938.
 QS0779'
 QS0779'THE AZIMUTH MARK IS 89 FEET WEST OF A FOUR-WAY FENCE CORNER,
 QS0779'2 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND
 QS0779'1.5 FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES
 QS0779'AND THE DISK IS STAMPED LA PLANT 1938.
 QS0779'
 QS0779'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1012 ***********************************************************************
 PT1012  DESIGNATION -  LA ROCHE
 PT1012  PID         -  PT1012
 PT1012  STATE/COUNTY-  SD/STANLEY
 PT1012  COUNTRY     -  US
 PT1012  USGS QUAD   -  FORT GEORGE BUTTE (2017)
 PT1012
 PT1012                         *CURRENT SURVEY CONTROL
 PT1012  ______________________________________________________________________
 PT1012* NAD 83(1996) POSITION- 44 14 24.68400(N) 100 02 06.06836(W)   ADJUSTED
 PT1012* NAVD 88 ORTHO HEIGHT -   586.9   (meters)     1926.    (feet) VERTCON3
 PT1012  ______________________________________________________________________
 PT1012  GEOID HEIGHT    -        -23.866 (meters)                     GEOID18
 PT1012  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 PT1012  HORZ ORDER      -  FIRST
 PT1012
 PT1012.The horizontal coordinates were established by classical geodetic methods
 PT1012.and adjusted by the National Geodetic Survey in January 1998.
 PT1012
 PT1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1012
 PT1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1012.GEOID18 height accuracy estimate available here.
 PT1012
 PT1012.Click photographs - Photos may exist for this station.
 PT1012
 PT1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1012
 PT1012. The following values were computed from the NAD 83(1996) position.
 PT1012
 PT1012;                    North         East     Units Scale Factor Converg.
 PT1012;SPC SD S     -   211,884.878   623,829.054   MT  0.99996575   +0 12 20.9
 PT1012;SPC SD S     -   695,158.97  2,046,679.15   sFT  0.99996575   +0 12 20.9
 PT1012;UTM  14      - 4,899,071.603   417,353.644   MT  0.99968400   -0 43 19.7
 PT1012
 PT1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1012!SPC SD S     -   0.99991173  x   0.99996575  =   0.99987748
 PT1012!UTM  14      -   0.99991173  x   0.99968400  =   0.99959576
 PT1012
 PT1012:                Primary Azimuth Mark                     Grid Az
 PT1012:SPC SD S     -  LA ROCHE AZ MK                           176 58 08.9
 PT1012:UTM  14      -  LA ROCHE AZ MK                           177 53 49.5
 PT1012
 PT1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1735399071(NAD 83)
 PT1012
 PT1012|---------------------------------------------------------------------|
 PT1012| PID    Reference Object                     Distance      Geod. Az  |
 PT1012|                                                           dddmmss.s |
 PT1012| CO5802 LA ROCHE RM 1                        56.342 METERS 05411     |
 PT1012| CO5803 LA ROCHE RM 2                        47.988 METERS 15544     |
 PT1012| CO5801 LA ROCHE AZ MK                                     1771029.8 |
 PT1012|---------------------------------------------------------------------|
 PT1012
 PT1012                          SUPERSEDED SURVEY CONTROL
 PT1012
 PT1012  NAD 83(1986)-  44 14 24.68078(N)    100 02 06.07293(W) AD(       ) 1
 PT1012  NAD 27      -  44 14 24.73800(N)    100 02 04.62600(W) AD(       ) 1
 PT1012  NGVD 29 (07/19/86)  586.5    (m)         1924.     (f) VERT ANG       
 PT1012
 PT1012.Superseded values are not recommended for survey control.
 PT1012
 PT1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1012.See file dsdata.pdf to determine how the superseded data were derived.
 PT1012
 PT1012_MARKER: DS = TRIANGULATION STATION DISK
 PT1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1012_STAMPING: LA ROCHE 1934
 PT1012_MARK LOGO: CGS
 PT1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1012+STABILITY: SURFACE MOTION
 PT1012
 PT1012  HISTORY     - Date     Condition        Report By
 PT1012  HISTORY     - 1934     MONUMENTED       CGS
 PT1012  HISTORY     - 1934     GOOD             CGS
 PT1012  HISTORY     - 1945     GOOD             CGS
 PT1012  HISTORY     - 1948     GOOD             CGS
 PT1012  HISTORY     - 1948     GOOD             CGS
 PT1012  HISTORY     - 1963     GOOD             USFS
 PT1012
 PT1012                          STATION DESCRIPTION
 PT1012
 PT1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1012'STATION IS 18 MILES (AIR LINE) ESE OF PIERRE, ON THE TOP
 PT1012'OF A HIGH PROMINENT HILL OVERLOOKING THE MISSOURI RIVER,
 PT1012'AND APPROXIMATELY 1/3 MILE W OF A SMALL SCHOOL BUILDING.
 PT1012'IT IS IN SEC. 13 (APPROX.), T 109 N, R 77 W.  SOME PEOPLE
 PT1012'CALL THIS HILL FORT GEORGE BUTTE, AND OTHERS SAY THAT IT HAS
 PT1012'NO NAME.
 PT1012'
 PT1012'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 PT1012'DISKS SET IN CONCRETE.
 PT1012'
 PT1012'REFERENCE MARK NO. 1 IS NE OF THE STATION.
 PT1012'
 PT1012'REFERENCE MARK NO. 2 IS SSE OF THE STATION.
 PT1012'
 PT1012'THE AZIMUTH MARK IS SSE OF THE STATION.  IT IS 126.0 FEET
 PT1012'NNW OF A CATTLE GUARD IN AN E AND W FENCE, 98 FEET W OF A N
 PT1012'AND S TRACK ROAD, AND 124 FEET N OF THE E AND W FENCE.
 PT1012'
 PT1012'THE M.R.C. MARKER IS SSE OF THE STATION.  IT CONSISTS OF A
 PT1012'TILE PIPE PROJECTING ABOUT 20 INCHES ABOVE THE SURFACE OF THE
 PT1012'GROUND AND HAVING A CAST IRON CAP ON WHICH THE RAISED LETTERS
 PT1012'MISSOURI RIVER COMMISSION MAY BE FOUND.  THE MARKER IS ONE
 PT1012'OF THE MISSOURI RIVER COMMISSION ENGINEERS SURVEY MARKS.
 PT1012'
 PT1012'THE U.S.P.B.M. IS ALSO SSE OF THE STATION AND ABOUT FOUR
 PT1012'PACES NNW OF THE M.R.C. MARKER.  IT CONSISTS OF A BOULDER
 PT1012'EMBEDDED IN THE GROUND ON WHICH THE NUMBERS 1899.7 HAVE
 PT1012'BEEN PLACED.
 PT1012'
 PT1012'THE STATION MAY BE REACHED FROM PIERRE, BY GOING W AND S ON
 PT1012'U.S. HIGHWAY 83, 12.9 MILES FROM THE W END OF THE MISSOURI
 PT1012'RIVER BRIDGE.  LEAVE U.S. HIGHWAY 83, AND GO E ON A GRADED
 PT1012'ROAD 5.2 MILES.  AT ROAD FORK, GO S ON MAIN ROAD 1.0 MILE,
 PT1012'THEN E, 9.5 MILES.  LEAVE THE MAIN ROAD AND FOLLOW TRAIL
 PT1012'N THROUGH LANE TO TWO RANCHES 0.4 MILE DISTANT.  FROM THE
 PT1012'RANCHES CONTINUE N ALONG FENCE TO GATE AND THENCE ON MAIN
 PT1012'TRAIL NORTHERLY 1.2 MILES.  PASS THROUGH GATE, TURN RIGHT,
 PT1012'AND FOLLOW MAIN TRAIL TOWARD HILL, 1.2 MILES.  PASS OVER
 PT1012'CATTLE GUARD AND CONTINUE ON MAIN TRAIL 0.5 MILE.  LEAVE THE
 PT1012'TRAIL AND GO NW TO TOP OF HILL AND STATION, ABOUT 0.3 MILE.
 PT1012'
 PT1012'DISTANCE TO U.S.P.B.M. AND M.R.C. MARKER, SLOPE DISTANCES.
 PT1012'
 PT1012'HORIZONTAL DISTANCE TO M.R.C. MARKER, IS 139.448 METERS.
 PT1012'
 PT1012'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PT1012
 PT1012                          STATION RECOVERY (1934)
 PT1012
 PT1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1012'THE STATION MARK IS A TILE PIPE EMBEDDED IN THE GROUND WITH
 PT1012'ITS TOP PORTION PROJECTING ABOUT 20 INCHES.  IT HAS A CAST
 PT1012'IRON CAP WITH THE RAISED LETTERS MISSOURI RIVER COMMISSION
 PT1012'ON IT.  THIS MARKER IS ONE OF THE MISSOURI RIVER COMMISSION
 PT1012'ENGINEERS SURVEY MARKS.  IT IS LOCATED 139.872 METERS SSE
 PT1012'OF STATION LA ROCHE OF THE UNITED STATES COAST AND GEODETIC
 PT1012'SURVEY, AND ABOUT 4 PACES SSE OF A U.S.P.B.M., WHICH CONSISTS
 PT1012'OF A BOULDER EMBEDDED IN THE GROUND AND HAVING PAINTED ON
 PT1012'IT THE NUMBERS 1899.7.
 PT1012'
 PT1012'THIS STATION CAN BE REACHED BY FOLLOWING DIRECTIONS FOR
 PT1012'STATION LA ROCHE.
 PT1012
 PT1012                          STATION RECOVERY (1945)
 PT1012
 PT1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1012'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934
 PT1012'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A COMPLETE NEW
 PT1012'DESCRIPTION FOLLOWS.
 PT1012'
 PT1012'THE STATION IS LOCATED 18 MILES EAST-SOUTHEAST OF PIERRE
 PT1012'ON THE SUMMIT OF A HIGH PROMINENT HILL THAT OVERLOOKS THE
 PT1012'MISSOURI RIVER TO THE EAST.  THE MARK PROJECTS 10 INCHES
 PT1012'AND THE DISK IS STAMPED LA ROCHE 1934.
 PT1012'
 PT1012'THE AZIMUTH MARK IS 0.75 MILE SOUTH-SOUTHEAST OF THE STATION,
 PT1012'130 FEET NORTHWEST OF A WIRE GATE, 125 FEET NORTH OF AN
 PT1012'EAST-WEST FENCE LINE AND 100 FEET WEST OF A TRACK ROAD.  THE
 PT1012'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LA ROCHE AZIMUTH
 PT1012'1934.  THE DISK IS A STANDARD REFERENCE MARK DISK.
 PT1012'
 PT1012'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LA ROCHE
 PT1012'1934 TO M.R.C.  IT IS 139.449 METERS (457.51 FEET) SOUTH
 PT1012'OF THE TRIANGULATION STATION LA ROCHE 1934.
 PT1012'
 PT1012'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  (56.266 METERS,
 PT1012'184.60 FEET.) IT IS ABOUT 30 FEET LOWER IN ELEVATION THAN
 PT1012'THE STATION MARK.  THE MARK PROJECTS 5 INCHES AND THE DISK
 PT1012'IS STAMPED LA ROCHE 1934 NO 1.
 PT1012'
 PT1012'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  (47.945 METERS,
 PT1012'157.30 FEET.) IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN
 PT1012'THE STATION MARK.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PT1012'IS STAMPED LA ROCHE NO 2 1934.
 PT1012'
 PT1012'THE 1945 DIRECTIONS TO M.R.C. MARK AND THE REFERENCE MARKS
 PT1012'DO NOT CHECK WITH THE 1934 DIRECTIONS.
 PT1012'A CLOSE CHECK WAS MADE DURING THE 1945 OBSERVATIONS
 PT1012'
 PT1012'THE U.S.P.B.M. MENTIONED IN THE 1934 DESCRIPTION WAS FOUND
 PT1012'TO BE A LARGE BOULDER ABOUT 2-1/2 FEET IN DIAMETER AND PROJECTED
 PT1012'ABOUT 18 INCHES AND THERE WAS NOT A DEFINITE POINT ON THE
 PT1012'TOP OF THE BOULDER.  THE FIGURES PAINTED ON THE BOULDER WERE
 PT1012'NOT LEGIBLE.  THE DISTANCE AND DIRECTION WAS NOT OBSERVED
 PT1012'AS A DEFINITE POINT WAS NOT ON THE BOULDER AND IT IS NOT
 PT1012'VISIBLE FROM THE GROUND AT THE STATION.
 PT1012'
 PT1012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND
 PT1012'14 IN THE WESTERN SECTION OF THE CITY OF FORT PIERRE, GO
 PT1012'SOUTH ON U.S. HIGHWAY 83 FOR 10.75 MILES TO A DIRT CROSSROAD,
 PT1012'TURN LEFT AND GO 5.75 MILES TO A T ROAD INTERSECTION, TURN
 PT1012'LEFT AND GO 9.0 MILES TO A T ROAD LEFT, TURN LEFT AND GO
 PT1012'0.5 MILE, THENCE LEAVE MAIN ROAD AND GO STRAIGHT AHEAD ON
 PT1012'TRACK ROAD FOR 1.0 MILES TO A WIRE GATE, PASS THROUGH GATE
 PT1012'AND CONTINUE STRAIGHT AHEAD ON TRACK ROAD ACROSS PASTURE
 PT1012'LAND FOR 1.15 MILES TO ANOTHER WIRE GATE AND THE AZIMUTH MARK
 PT1012'AS DESCRIBED.  PASS THROUGH GATE AND GO NORTHEAST ON TRACK
 PT1012'ROAD FOR 0.5 MILE TO THE SUMMIT OF THE GRADE, THENCE TURN
 PT1012'LEFT ACROSS PASTURE FOR 0.25 MILE, THENCE LEFT UP HILL FOR
 PT1012'0.1 MILE TO THE SUMMIT OF THE HILL AND STATION AS
 PT1012'DESCRIBED.
 PT1012'
 PT1012'OBSERVATIONS MADE FROM A FOUR FOOT STAND.
 PT1012
 PT1012                          STATION RECOVERY (1948)
 PT1012
 PT1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1012'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  MARKS
 PT1012'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 PT1012'A COMPLETE DESCRIPTION FOLLOWS--
 PT1012'
 PT1012'STATION IS LOCATED ON PROPERTY OF J.B. HOWE, ABOUT 18 MILES
 PT1012'EAST-SOUTHEAST OF PIERRE, ON THE SUMMIT OF A HIGH, PROMINENT
 PT1012'HILL THAT OVERLOOKS THE MISSOURI RIVER TO THE EAST.  THE
 PT1012'MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED LA ROCHE 1934.
 PT1012'
 PT1012'REFERENCE MARK NO. 1 IS 184.85 FEET NORTHEAST OF STATION AND
 PT1012'ABOUT 30 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 PT1012'MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED LA ROCHE
 PT1012'NO 1 1934.
 PT1012'
 PT1012'REFERENCE MARK NO. 2 IS 157.44 FEET SOUTH-SOUTHEAST OF STATION
 PT1012'AND ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 PT1012'THE MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED LA ROCHE
 PT1012'NO 2 1934.
 PT1012'
 PT1012'AZIMUTH MARK IS 0.75 MILE SOUTH OF STATION, 125 FEET NORTH
 PT1012'OF AN EAST-WEST FENCE LINE, AND 100 FEET WEST OF A TRACK
 PT1012'ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1012'LA ROCHE AZIMUTH 1934.
 PT1012'
 PT1012'MO.R.C. MARK IS 139.449 METERS (457.51 FEET) SOUTH-SOUTHEAST
 PT1012'OF STATION BY A TRAVERSE CONNECTION.  IT IS A 5-INCH TILE
 PT1012'PIPE WITH A CAST IRON CAP ON WHICH IS CAST MISSOURI RIVER
 PT1012'COMMISSION.  THE PIPE PROJECTS 20 INCHES.
 PT1012'
 PT1012'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 14 AT THE
 PT1012'COURTHOUSE IN FORT PIERRE, GO SOUTH ON HIGHWAY 83 FOR 10.75
 PT1012'MILES TO A DIRT CROSSROAD, TURN LEFT AND GO 5.75 MILES TO A
 PT1012'ROAD T-INTERSECTION NEAR A SMALL SCHOOLHOUSE AND TURN LEFT,
 PT1012'THENCE WEST 9.0 MILES AND TURN LEFT, THENCE NORTH 0.5 MILE
 PT1012'TO THE END OF THE PRESENT GRADED ROAD, THENCE CONTINUE NORTH
 PT1012'ON A TRACK ROAD 1.2 MILES AND PASS THRU A WIRE GATE, THENCE
 PT1012'NORTH 1.15 MILES TO ANOTHER WIRE GATE AND THE AZIMUTH MARK.
 PT1012'PASS THRU THIS GATE AND CONTINUE ABOUT NORTH-NORTHWEST ON
 PT1012'THE MAIN TRACK ROAD 0.5 MILE AND THEN BEAR LEFT ACROSS THE
 PT1012'PASTURE TO THE TOP OF THE HILL AND THE STATION, ABOUT 0.3
 PT1012'MILE.
 PT1012'
 PT1012'DEGREES AND MINUTES ARE THE SAME AS THOSE OF 1934 FOR ALL
 PT1012'DIRECTIONS.
 PT1012'
 PT1012'HEIGHT OF LIGHT ABOVE THE STATION MARK.  1 METER.
 PT1012
 PT1012                          STATION RECOVERY (1948)
 PT1012
 PT1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PT1012'THE STATION WAS RECOVERED AS DESCRIBED BY F.X.P. IN 1948
 PT1012'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO THE
 PT1012'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 PT1012'1948 DESCRIPTION IS ADEQUATE.
 PT1012'
 PT1012'HEIGHT OF STAND- 4 FEET.
 PT1012
 PT1012                          STATION RECOVERY (1963)
 PT1012
 PT1012'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1012'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1064 ***********************************************************************
 PT1064  DESIGNATION -  LACY
 PT1064  PID         -  PT1064
 PT1064  STATE/COUNTY-  SD/STANLEY
 PT1064  COUNTRY     -  US
 PT1064  USGS QUAD   -  PRINCES RANCH (2017)
 PT1064
 PT1064                         *CURRENT SURVEY CONTROL
 PT1064  ______________________________________________________________________
 PT1064* NAD 83(1996) POSITION- 44 29 59.39072(N) 100 45 15.52283(W)   ADJUSTED
 PT1064* NAVD 88 ORTHO HEIGHT -   646.    (meters)     2119.    (feet) SCALED
 PT1064  ______________________________________________________________________
 PT1064  GEOID HEIGHT    -        -22.531 (meters)                     GEOID18
 PT1064  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 PT1064  HORZ ORDER      -  SECOND
 PT1064
 PT1064.The horizontal coordinates were established by classical geodetic methods
 PT1064.and adjusted by the National Geodetic Survey in January 1998.
 PT1064
 PT1064.The orthometric height was scaled from a topographic map.
 PT1064
 PT1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1064.GEOID18 height accuracy estimate available here.
 PT1064
 PT1064.Click photographs - Photos may exist for this station.
 PT1064
 PT1064.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1064
 PT1064. The following values were computed from the NAD 83(1996) position.
 PT1064
 PT1064;                    North         East     Units Scale Factor Converg.
 PT1064;SPC SD S     -   240,777.901   566,518.956   MT  1.00002538   -0 17 25.5
 PT1064;SPC SD S     -   789,952.16  1,858,654.27   sFT  1.00002538   -0 17 25.5
 PT1064;UTM  14      - 4,928,887.125   360,535.332   MT  0.99983920   -1 13 47.3
 PT1064
 PT1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1064!SPC SD S     -   0.99990219  x   1.00002538  =   0.99992756
 PT1064!UTM  14      -   0.99990219  x   0.99983920  =   0.99974140
 PT1064
 PT1064:                Primary Azimuth Mark                     Grid Az
 PT1064:SPC SD S     -  LACY 2 AZ MK                             274 25 46.4
 PT1064:UTM  14      -  LACY 2 AZ MK                             275 22 08.2
 PT1064
 PT1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6053528887(NAD 83)
 PT1064
 PT1064|---------------------------------------------------------------------|
 PT1064| PID    Reference Object                     Distance      Geod. Az  |
 PT1064|                                                           dddmmss.s |
 PT1064| CO5805 LACY RM 1                            19.599 METERS 09825     |
 PT1064| PT1065 LACY 2 RESET                         29.674 METERS 17845     |
 PT1064| AH8621 LACY 2 AZ MK                                       2740820.9 |
 PT1064| CO5804 LACY AZ MK                                         2792311.8 |
 PT1064| CO5806 LACY RM 2                            25.869 METERS 35317     |
 PT1064|---------------------------------------------------------------------|
 PT1064
 PT1064                          SUPERSEDED SURVEY CONTROL
 PT1064
 PT1064  NAD 83(1986)-  44 29 59.38529(N)    100 45 15.52538(W) AD(       ) 2
 PT1064  NAD 27      -  44 29 59.45800(N)    100 45 14.00500(W) AD(       ) 2
 PT1064
 PT1064.Superseded values are not recommended for survey control.
 PT1064
 PT1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1064.See file dsdata.pdf to determine how the superseded data were derived.
 PT1064
 PT1064_MARKER: DS = TRIANGULATION STATION DISK
 PT1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1064_STAMPING: LACY 1952
 PT1064_MARK LOGO: CGS
 PT1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1064+STABILITY: SURFACE MOTION
 PT1064
 PT1064  HISTORY     - Date     Condition        Report By
 PT1064  HISTORY     - 1952     MONUMENTED       CGS
 PT1064  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PT1064
 PT1064                          STATION DESCRIPTION
 PT1064
 PT1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1064'THE STATION IS IN SECTION 8, T 6 N, R 28 E, ON THE RIGHT-OF-WAY
 PT1064'ON A PUBLIC ROAD, ON A HIGH RIDGE BETWEEN CHANTIER AND WILLOW
 PT1064'CREEKS, ABOUT 13-1/2 MILES EAST AND 9 MILES NORTH OF HAYES, 2-3/4
 PT1064'MILES WEST OF THE LACY POST OFFICE, 42 FEET SOUTH OF THE CENTER
 PT1064'OF THE ROAD AND 4.5 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN
 PT1064'WITNESS POST.
 PT1064'
 PT1064'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE EAST EDGE OF
 PT1064'TOWN OF HAYES, GO WEST ON U.S. HIGHWAY 14 FOR 0.7 MILE TO A SIDE
 PT1064'ROAD ON THE RIGHT, TURN RIGHT (NORTH) AND FOLLOW THE MAIN GRADED
 PT1064'ROAD FOR 11 MILES TO A CROSS ROAD, TURN RIGHT (EAST) AND FOLLOW
 PT1064'THE MAIN ROAD FOR 7.5 MILES TO A POINT WHERE THE ROAD TURN
 PT1064'SOUTH, TURN WITH THE MAIN ROAD (NORTH AND EAST) AND GO FOR
 PT1064'7.55 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW,
 PT1064'CONTINUE EASTERLY ON THE MAIN ROAD FOR 0.4 MILE TO THE STATION
 PT1064'ON THE RIGHT AS DESCRIBED.
 PT1064'
 PT1064'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1064'LACY 1952.
 PT1064'
 PT1064'REFERENCE MARK 1 IS 42 FEET SOUTH OF THE CENTER OF THE ROAD.  THE
 PT1064'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LACY NO 1 1952.
 PT1064'
 PT1064'REFERENCE MARK 2 IS 37 FEET NORTH OF THE CENTER OF THE ROAD AND
 PT1064'1.5 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 PT1064'THE DISK IS STAMPED LACY NO 2 1952.
 PT1064'
 PT1064'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTER OF THE ROAD,
 PT1064'2 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 1.5 FEET
 PT1064'SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE
 PT1064'DISK IS STAMPED LACY 1952.
 PT1064'
 PT1064'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1064
 PT1064                          STATION RECOVERY (1966)
 PT1064
 PT1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PT1064'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 PT1064'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DISTURBED AND
 PT1064'REFERENCE MARK NO. 2 WAS FOUND WITH THE TOP BROKEN OFF.
 PT1064'
 PT1064'THE STATION MARK AND THE AZIMUTH MARK WERE IN THE WAY OF ROAD
 PT1064'CONSTRUCTION AND WERE DESTROYED.
 PT1064'
 PT1064'LACY 2 WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1065 ***********************************************************************
 PT1065  DESIGNATION -  LACY 2 RESET
 PT1065  PID         -  PT1065
 PT1065  STATE/COUNTY-  SD/STANLEY
 PT1065  COUNTRY     -  US
 PT1065  USGS QUAD   -  PRINCES RANCH (2017)
 PT1065
 PT1065                         *CURRENT SURVEY CONTROL
 PT1065  ______________________________________________________________________
 PT1065* NAD 83(1996) POSITION- 44 29 58.42960(N) 100 45 15.49336(W)   NO CHECK
 PT1065* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 PT1065  ______________________________________________________________________
 PT1065  GEOID HEIGHT    -        -22.531 (meters)                     GEOID18
 PT1065  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 PT1065  HORZ ORDER      -  THIRD
 PT1065
 PT1065.The horizontal coordinates were established by classical geodetic methods
 PT1065.and adjusted by the National Geodetic Survey in January 1998.
 PT1065
 PT1065.No horizontal observational check was made to the station.
 PT1065
 PT1065.The orthometric height was scaled from a topographic map.
 PT1065
 PT1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1065.GEOID18 height accuracy estimate available here.
 PT1065
 PT1065.Click photographs - Photos may exist for this station.
 PT1065
 PT1065.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1065
 PT1065. The following values were computed from the NAD 83(1996) position.
 PT1065
 PT1065;                    North         East     Units Scale Factor Converg.
 PT1065;SPC SD S     -   240,748.230   566,519.457   MT  1.00002531   -0 17 25.5
 PT1065;SPC SD S     -   789,854.82  1,858,655.92   sFT  1.00002531   -0 17 25.5
 PT1065;UTM  14      - 4,928,857.455   360,535.347   MT  0.99983920   -1 13 47.3
 PT1065
 PT1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1065!SPC SD S     -   0.99990313  x   1.00002531  =   0.99992843
 PT1065!UTM  14      -   0.99990313  x   0.99983920  =   0.99974234
 PT1065
 PT1065:                Primary Azimuth Mark                     Grid Az
 PT1065:SPC SD S     -  LACY 2 AZ MK                             276 48 00.0
 PT1065:UTM  14      -  LACY 2 AZ MK                             277 44 21.8
 PT1065
 PT1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6053528857(NAD 83)
 PT1065
 PT1065|---------------------------------------------------------------------|
 PT1065| PID    Reference Object                     Distance      Geod. Az  |
 PT1065|                                                           dddmmss.s |
 PT1065| CO5807 LACY 2 RM 3                          23.084 METERS 11556     |
 PT1065| CO5808 LACY 2 RM 4                          29.802 METERS 19459     |
 PT1065| AH8621 LACY 2 AZ MK                                       2763034.5 |
 PT1065| CO5804 LACY AZ MK                                         2814121.4 |
 PT1065| PT1064 LACY                                 29.674 METERS 35845     |
 PT1065|---------------------------------------------------------------------|
 PT1065
 PT1065                          SUPERSEDED SURVEY CONTROL
 PT1065
 PT1065  NAD 83(1986)-  44 29 58.42418(N)    100 45 15.49590(W) AD(       ) 3
 PT1065  NAD 27      -  44 29 58.49688(N)    100 45 13.97555(W) AD(       ) 3
 PT1065
 PT1065.Superseded values are not recommended for survey control.
 PT1065
 PT1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1065.See file dsdata.pdf to determine how the superseded data were derived.
 PT1065
 PT1065_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1065_STAMPING: LACY 2 1966 1984
 PT1065_MARK LOGO: NGS
 PT1065_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1065+STABILITY: SURFACE MOTION
 PT1065
 PT1065  HISTORY     - Date     Condition        Report By
 PT1065  HISTORY     - 1984     MONUMENTED       NGS
 PT1065
 PT1065                          STATION DESCRIPTION
 PT1065
 PT1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PT1065'THE UNDERGROUND MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 PT1065'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS RECOVERED
 PT1065'WITH THE DISK BROKEN OUT AND REFERENCE MARK 3 WAS RECOVERED WITH THE
 PT1065'DISK BROKEN OFF AND THE STEM REMAINING IN THE CONRETE MONUMENT, WHICH
 PT1065'WAS CHIPPED AROUND THE EDGES.  A NEW SURFACE STATION MARK AND
 PT1065'REFERENCE MARK 5 WERE ESTABLISHED.  THE DISTANCE AND DIRECTION TO
 PT1065'REFERENCE MARK 4 CHECKED CLOSELY WITH THE 1966 DATA.  A NEW ROUTE TO
 PT1065'THE STATION WAS ESTABLISHED AND NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 PT1065'STATION IS LOCATED ABOUT 33.8 KM (21.00 MI) NORTHWEST OF PIERRE, 26.2
 PT1065'KM (16.25 MI) NORTHEAST OF HAYES, ON A HIGH RIDGE BETWEEN CHANTIER AND
 PT1065'WILLOW CREEKS, IN S 8, T 6 N, R 28 E, AND ON THE SOUTH SIDE OF A
 PT1065'GRAVELED ROAD.  TO REACH THE STATION FROM THE WEST END OF THE OAHE
 PT1065'DAM, GO NORTHWEST ON HIGHWAY 1806 FOR 3.0 KM (1.85 MI) TO THE OAHE DAM
 PT1065'EMERGENCY SPILLWAY.  CONTINUE NORHWEST ON HIGHWAY 1806 FOR 24.6 KM
 PT1065'(15.30 MI) TO A GRAVELED ROAD LEFT AND A SIGN WITH DIRECTIONS TO
 PT1065'HIGHWAY 63.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 4.4 KM (2.75
 PT1065'MI) TO THE RHASKIN FARMSTEAD ON THE LEFT.  CONTINUE WEST ON THE
 PT1065'GRAVELED ROAD FOR 1.9 KM (1.20 MI) TO THE STATION ON THE LEFT.  THE
 PT1065'STATION IS A STANDARD NGS DISK STAMPED LACY 2 1966 1984 SET INTO THE
 PT1065'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH
 PT1065'WITH THE GROUND.  LOCATED IN GRASSY AREA, BETWEEN THE GRAVELED ROAD
 PT1065'AND A CULTIVATED FIELD.  LOCATED 34.1 METER (111.9 FT) S FROM THE
 PT1065'CENTER OF THE GAVELED ROAD.  12.2 METERS (40.0 FT) S FROM THE EXTENDED
 PT1065'CENTER OF AN APPROACH.  0.3 METER (1.0 FT) W FROM A WITNESS POST.  THE
 PT1065'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED LACY 2 1966 SET INTO
 PT1065'AN IRREGULAR MASS OF CONCRETE 3 FEET (0.9 M) 0.9 METERS (3.0 FT) BELOW
 PT1065'THE SURFACE.  REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED LACY
 PT1065'2 NO 4 1966 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES
 PT1065'(35 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 64 METERS (210.0
 PT1065'FT) S FROM THE CENTER OF THE GRAVELED ROAD.  6.1 METERS (20.0 FT) E
 PT1065'FROM THE EXTENDED CENTER OF THE APPROACH.  3.7 METERS (12.1 FT) N FROM
 PT1065'THE EDGE OF A CULTIVATED FIELD.  REFERENCE MARK NO 5 IS A STANDARD NGS
 PT1065'DISK STAMPED LACY 2 1966 NO 5 1984 SET INTO THE TOP OF A ROUND
 PT1065'CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH THE GROUND.
 PT1065'THIS DISK IS IN THE SAME CONCRETE MONUMENT THAT REFERENCE MARK 3 WAS
 PT1065'IN.  LOCATED 40.8 METERS (133.9 FT) S FROM THE CENTER OF THE GRAVELED
 PT1065'ROAD.  35.1 METERS (115.2 FT) E FROM THE EXTENDED CENTER OF THE
 PT1065'APPROACH.  22.7 METERS (74.5 FT) ESE FROM A WITNESS POST.  AZIMUTH
 PT1065'MARK NO 1 IS A STANDARD CGS DISK STAMPED LACY 2 1966 SET INTO THE TOP
 PT1065'OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH
 PT1065'THE GROUND.  LOCATED 73.2 METERS (240.2 FT) S FROM THE CENTER OF THE
 PT1065'GRAVELED ROAD.  44.2 METERS (145.0 FT) E FROM THE NORTH 1 OF DOUBLE
 PT1065'POWER POLES.  6.1 METERS (20.0 FT) N FROM THE EDGE OF A CULTIVATED
 PT1065'FIELD.  0.46 METER (1.51 FT) N FROM A METAL WITNESS POST.  TO REACH
 PT1065'THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED ROAD FOR 0.7 KM
 PT1065'(0.45 MI) TO THE AZIMUTH MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0605 ***********************************************************************
 QR0605  DESIGNATION -  LAFOON
 QR0605  PID         -  QR0605
 QR0605  STATE/COUNTY-  SD/FAULK
 QR0605  COUNTRY     -  US
 QR0605  USGS QUAD   -  CRESBARD SW (2017)
 QR0605
 QR0605                         *CURRENT SURVEY CONTROL
 QR0605  ______________________________________________________________________
 QR0605* NAD 83(1996) POSITION- 45 01 36.10837(N) 098 58 07.20925(W)   ADJUSTED
 QR0605* NAVD 88 ORTHO HEIGHT -   443.    (meters)     1453.    (feet) SCALED
 QR0605  ______________________________________________________________________
 QR0605  GEOID HEIGHT    -        -23.866 (meters)                     GEOID18
 QR0605  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 QR0605  HORZ ORDER      -  FIRST
 QR0605
 QR0605.The horizontal coordinates were established by classical geodetic methods
 QR0605.and adjusted by the National Geodetic Survey in January 1998.
 QR0605
 QR0605.The orthometric height was scaled from a topographic map.
 QR0605
 QR0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0605.GEOID18 height accuracy estimate available here.
 QR0605
 QR0605.Click photographs - Photos may exist for this station.
 QR0605
 QR0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0605
 QR0605. The following values were computed from the NAD 83(1996) position.
 QR0605
 QR0605;                    North         East     Units Scale Factor Converg.
 QR0605;SPC SD N     -   133,127.024   681,272.256   MT  0.99993920   +0 43 47.7
 QR0605;SPC SD N     -   436,767.58  2,235,140.73   sFT  0.99993920   +0 43 47.7
 QR0605;UTM  14      - 4,985,916.557   502,468.196   MT  0.99960007   +0 01 19.8
 QR0605
 QR0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0605!SPC SD N     -   0.99993424  x   0.99993920  =   0.99987344
 QR0605!UTM  14      -   0.99993424  x   0.99960007  =   0.99953434
 QR0605
 QR0605:                Primary Azimuth Mark                     Grid Az
 QR0605:SPC SD N     -  LAFOON AZ MK                             076 58 35.2
 QR0605:UTM  14      -  LAFOON AZ MK                             077 41 03.1
 QR0605
 QR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0246885916(NAD 83)
 QR0605
 QR0605|---------------------------------------------------------------------|
 QR0605| PID    Reference Object                     Distance      Geod. Az  |
 QR0605|                                                           dddmmss.s |
 QR0605| CO5810 LAFOON RM 1                          85.264 METERS 02952     |
 QR0605| CO5809 LAFOON AZ MK                                       0774222.9 |
 QR0605| PS0656 ROCKHAM MUNICIPAL TANK              APPROX.17.7 KM 1394048.8 |
 QR0605| QR0678 FAULKTON ST THOMAS CATH CHURCH      APPROX.12.6 KM 2733343.5 |
 QR0605| QR0680 FAULKTON FAULK CO CTHSE FINIAL      APPROX.12.5 KM 2734209.0 |
 QR0605| QR0674 FAULKTON MUNICIPAL TANK             APPROX.12.2 KM 2752920.0 |
 QR0605| CO5811 LAFOON RM 2                         102.343 METERS 31630     |
 QR0605| CO5812 LAFOON RM 3                          93.327 METERS 35854     |
 QR0605|---------------------------------------------------------------------|
 QR0605
 QR0605                          SUPERSEDED SURVEY CONTROL
 QR0605
 QR0605  NAD 83(1986)-  45 01 36.11092(N)    098 58 07.21736(W) AD(       ) 1
 QR0605  NAD 27      -  45 01 36.20800(N)    098 58 05.84000(W) AD(       ) 1
 QR0605
 QR0605.Superseded values are not recommended for survey control.
 QR0605
 QR0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0605.See file dsdata.pdf to determine how the superseded data were derived.
 QR0605
 QR0605_MARKER: DS = TRIANGULATION STATION DISK
 QR0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0605_STAMPING: LAFOON 1935
 QR0605_MARK LOGO: CGS
 QR0605_PROJECTION: RECESSED 38 CENTIMETERS
 QR0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0605+STABILITY: SURFACE MOTION
 QR0605
 QR0605  HISTORY     - Date     Condition        Report By
 QR0605  HISTORY     - 1935     MONUMENTED       CGS
 QR0605  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0605  HISTORY     - 1971     GOOD             NGS
 QR0605
 QR0605                          STATION DESCRIPTION
 QR0605
 QR0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0605'THIS STATION IS LOCATED 0.4 MILE W AND 100 YARDS S OF THE NE
 QR0605'CORNER OF SEC. 24, T 118 N, R 68 W, 7-1/2 MILES E AND 1/2
 QR0605'MILE S OF FAULKTON, 4 MILES N OF MIRANDA, 2-1/2 MILES E OF THE
 QR0605'LAFOON SCHOOL, ON A SMALL GRAVEL KNOLL IN A FIELD WHICH HAS BEEN
 QR0605'CULTIVATED IN PREVIOUS YEARS, 0.1 MILE E OF A FENCE LINE ON THE
 QR0605'QUARTER SECTION LINE, 325 FEET S OF THE N RIGHT-OF-WAY FENCE
 QR0605'OF A DIRT SECTION LINE ROAD, ON PROPERTY OWNED BY THE TURNER
 QR0605'CORPORATION OF FAULKTON.  THE MARK IS UNDERGROUND 15 INCHES.
 QR0605'
 QR0605'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QR0605'BRONZE DISKS SET IN CONCRETE.
 QR0605'
 QR0605'REFERENCE MARK NO. 1 IS NE OF THE STATION, ALONG THE S EDGE OF
 QR0605'THE RIGHT-OF-WAY OF A DIRT SECTION LINE ROAD, 15 FEET S OF THE
 QR0605'WORN TRAIL IN THE RIGHT-OF-WAY.  PROJECTS 6 INCHES.  REFERENCE
 QR0605'MARK NO. 2 IS NW OF THE STATION, ALONG THE S EDGE OF THE
 QR0605'RIGHT-OF-WAY OF A DIRT SECTION LINE ROAD, 20 FEET S OF THE WORN
 QR0605'TRAIL IN THE RIGHT-OF-WAY.  PROJECTS 6 INCHES.
 QR0605'
 QR0605'THE AZIMUTH MARK IS ENE OF THE STATION, ALONG THE N SIDE
 QR0605'OF THE DIRT SECTION LINE ROAD, 50 FEET N OF THE WORN TRAIL IN
 QR0605'THE RIGHT-OF-WAY, 2 FEET N OF THE N RIGHT-OF-WAY FENCE.  PROJECTS
 QR0605'6 INCHES.
 QR0605'
 QR0605'THE STATION IS REACHED FROM THE N JUNCTION OF U.S. HIGHWAY 212
 QR0605'AND STATE HIGHWAY 45, 5 MILES E OF FAULKTON, BY GOING S ON U.S.
 QR0605'HIGHWAY 212 FOR 0.5 MILE TO CROSSROADS AT THE LAFOON SCHOOL,
 QR0605'TURN LEFT, E, ON POOR DIRT ROAD AND GO 2.6 MILES (OR 0.1 MILE
 QR0605'BEYOND A N-S FENCE).  STATION IS 100 YARDS S ON TOP OF A GRAVEL
 QR0605'KNOLL.
 QR0605'
 QR0605'LIGHTS 74 FEET ABOVE ARCADE, 6 FEET ABOVE ORIENT, 74 FEET ABOVE
 QR0605'FAULKTON MAGNETIC, 74 FEET ABOVE PULASKI, 60 FEET ABOVE ZELL 1934,
 QR0605'AND 60 FEET ABOVE LINN 1934 ARE VISIBLE FROM THE GROUND.
 QR0605'
 QR0605'R.M. 1 TO R.M. 2 IS 370.35 FEET.
 QR0605'
 QR0605'HEIGHT OF LIGHT ABOVE STATION MARK - 60 FEET.
 QR0605
 QR0605                          STATION RECOVERY (1970)
 QR0605
 QR0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0605'STATION MARK AND UNDERGROUND MARK NOT FOUND.
 QR0605'
 QR0605'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ALL RIGHT.
 QR0605
 QR0605                          STATION RECOVERY (1971)
 QR0605
 QR0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0605'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 QR0605'MARK WERE RECOVERED IN GOOD CONDITION, BUT A LARGE DISCREPANCY
 QR0605'WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK NO. 2, (3.92 FEET).
 QR0605'THE ANGLES CHECKED GOOD.  REFERENCE MARK NO. 3 WAS SET TO AID IN
 QR0605'RECOVERY OF THE STATION MARK WHICH IS BELOW GROUND SURFACE.
 QR0605'
 QR0605'A NEW DESCRIPTION FOLLOWS--
 QR0605'
 QR0605'THE STATION IS LOCATED 7-1/2 MILES EAST AND 1/2 MILE SOUTH OF
 QR0605'FAULKTON 4 MILES NORTH OF MIRANDA, AND 2-1/2 MILES EAST OF LAFOON
 QR0605'SCHOOL IN SECTION 24, T 118 N, R 68 W, ON THE TOP OF A SMALL
 QR0605'KNOLL IN A CULTIVATED FIELD ON PROPERTY OWNED BY THE TURNER
 QR0605'CORPORATION OF FAULKTON, AND FARMED BY MR. WILBUR SLATER WHO
 QR0605'LIVES 1.0 MILES SOUTH OF THE STATION.
 QR0605'
 QR0605'THE STATION MARK IS A STANDARD DISK STAMPED LAFOON 1935, SET
 QR0605'IN A SQUARE CONCRETE MONUMENT 9-INCHES BELOW GROUND SURFACE.
 QR0605'IT IS 275 FEET SOUTH OF THE CENTER OF THE SECTION LINE TRACK ROAD*.
 QR0605'
 QR0605'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LAFOON NO 1 1935,
 QR0605'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QR0605'IT IS 100 FEET SOUTHWEST OF A POWER POLE, AND 23 FEET SOUTH
 QR0605'OF THE CENTER OF THE TRACK ROAD, AT THE NORTH EDGE OF A
 QR0605'CULTIVATED FIELD.
 QR0605'
 QR0605'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LAFOON NO 2 1935,
 QR0605'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 QR0605'IS 122 FEET SOUTHWEST OF A POWER POLE, AND 36 FEET SOUTH OF THE
 QR0605'CENTER OF THE TRACK ROAD IN THE NORTH EDGE OF THE CULTIVATED
 QR0605'FIELD.
 QR0605'
 QR0605'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LAFOON 1935 NO 3
 QR0605'1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QR0605'IT IS 33 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 1 FOOT SOUTH
 QR0605'OF THE NORTH RIGHT-OF-WAY FENCE LINE, AND 1.5 FEET SOUTHWEST
 QR0605'OF A METAL WITNESS POST.
 QR0605'
 QR0605'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAFOON 1935 AZIMUTH,
 QR0605'(REFERENCE MARK DISK), SET FLUSH WITH THE GROUND IN A SQUARE
 QR0605'CONCRETE MONUMENT.  IT IS 648 FEET WEST OF THE CENTER OF A
 QR0605'GRAVELED NORTH-SOUTH ROAD, 105 FEET EAST OF A POWER POLE, 2.0
 QR0605'FEET SOUTHWEST OF A METAL WITNESS POST, AND 1.5 FEET SOUTH OF
 QR0605'THE NORTH RIGHT-OF-WAY FENCE
 QR0605'
 QR0605'TO REACH THE STATION FROM A GRAVELED CROSSROAD AT THE EAST EDGE
 QR0605'OF MIRANDA, GO NORTH 4.0 MILES TO A SECTION LINE TRACK CROSSROAD,
 QR0605'TURN LEFT ON THE TRACK ROAD AND GO WEST 0.15 MILE TO THE AZIMUTH
 QR0605'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON THE TRACK ROAD
 QR0605'FOR NEARLY 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 QR0605'
 QR0605'*REFERENCE MARK NO. 3 WAS SET ON LINE THRU THE STATION MARK TO
 QR0605'THE MIRANDA, FARMERS GRAIN ELEVATOR.  POINT OBSERVED WAS THE
 QR0605'VENTILATOR AT THE TOP CENTER OF THE CONCRETE STRUCTURE.
 QR0605'
 QR0605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 QR0605'NORTH OF MIRANDA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0723 ***********************************************************************
 QS0723  DESIGNATION -  LAGRACE
 QS0723  PID         -  QS0723
 QS0723  STATE/COUNTY-  SD/CAMPBELL
 QS0723  COUNTRY     -  US
 QS0723  USGS QUAD   -  POLLOCK NW (2017)
 QS0723
 QS0723                         *CURRENT SURVEY CONTROL
 QS0723  ______________________________________________________________________
 QS0723* NAD 83(1996) POSITION- 45 53 51.87133(N) 100 23 29.68735(W)   ADJUSTED
 QS0723* NAVD 88 ORTHO HEIGHT -   607.    (meters)     1991.    (feet) SCALED
 QS0723  ______________________________________________________________________
 QS0723  GEOID HEIGHT    -        -21.764 (meters)                     GEOID18
 QS0723  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 QS0723  HORZ ORDER      -  SECOND
 QS0723
 QS0723.The horizontal coordinates were established by classical geodetic methods
 QS0723.and adjusted by the National Geodetic Survey in January 1998.
 QS0723
 QS0723.The orthometric height was scaled from a topographic map.
 QS0723
 QS0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0723.GEOID18 height accuracy estimate available here.
 QS0723
 QS0723.Click photographs - Photos may exist for this station.
 QS0723
 QS0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0723
 QS0723. The following values were computed from the NAD 83(1996) position.
 QS0723
 QS0723;                    North         East     Units Scale Factor Converg.
 QS0723;SPC SD N     -   229,489.043   569,609.752   MT  1.00004845   -0 16 37.7
 QS0723;SPC SD N     -   752,915.30  1,868,794.66   sFT  1.00004845   -0 16 37.7
 QS0723;UTM  14      - 5,083,627.510   392,048.746   MT  0.99974326   -0 59 57.8
 QS0723
 QS0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0723!SPC SD N     -   0.99990820  x   1.00004845  =   0.99995665
 QS0723!UTM  14      -   0.99990820  x   0.99974326  =   0.99965148
 QS0723
 QS0723:                Primary Azimuth Mark                     Grid Az
 QS0723:SPC SD N     -  DOERSCHLAG                               328 11 46.6
 QS0723:UTM  14      -  DOERSCHLAG                               328 55 06.7
 QS0723
 QS0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9204883627(NAD 83)
 QS0723
 QS0723|---------------------------------------------------------------------|
 QS0723| PID    Reference Object                     Distance      Geod. Az  |
 QS0723|                                                           dddmmss.s |
 QS0723| QS0722 DOERSCHLAG                          APPROX. 9.2 KM 3275508.9 |
 QS0723|---------------------------------------------------------------------|
 QS0723
 QS0723                          SUPERSEDED SURVEY CONTROL
 QS0723
 QS0723  NAD 83(1986)-  45 53 51.86142(N)    100 23 29.68214(W) AD(       ) 2
 QS0723  NAD 27      -  45 53 51.86700(N)    100 23 28.22800(W) AD(       ) 2
 QS0723  MORC        -  45 53 49.18000(N)    100 23 27.76000(W) AD(       ) 3
 QS0723
 QS0723.Superseded values are not recommended for survey control.
 QS0723
 QS0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0723.See file dsdata.pdf to determine how the superseded data were derived.
 QS0723
 QS0723_MARKER: Z = SEE DESCRIPTION
 QS0723_SETTING: 0 = UNSPECIFIED SETTING
 QS0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0723
 QS0723  HISTORY     - Date     Condition        Report By
 QS0723  HISTORY     - 1934     MONUMENTED       MORC
 QS0723
 QS0723                          STATION DESCRIPTION
 QS0723
 QS0723'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (WRP)
 QS0723'STATION IS REACHED FROM THE STANDARD OIL STATION IN POLLOCK,
 QS0723'BY GOING W ON GRADED ROAD 4.3 MILES.  WHERE GRADED ROAD TURNS
 QS0723'N, KEEP STRAIGHT AHEAD, W, ALONG FENCE 1.0 MILE.  AT FENCE
 QS0723'INTERSECTION, TURN S THROUGH WIRE GATE AND DRIVE E ALONG S SIDE
 QS0723'OF FENCE 0.4 MILE.  AT A POINT WHERE FENCE CROSSES SECOND
 QS0723'RIDGE, TURN RIGHT, OR S, UP RIDGE AND FOLLOW HIGHEST PART
 QS0723'OF RIDGE 0.5 MILE TO A WIRE GATE, THEN DRIVE S ALONG FIELD
 QS0723'0.4 MILE TO A FENCE, THEN W ALONG END OF FIELD AND GO 1.0
 QS0723'MILE TO A FENCE, THEN S BETWEEN FIELD AND FENCE 0.05 MILE TO
 QS0723'A GATE, THEN DRIVE SW, TO SW END OF MESA AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0477 ***********************************************************************
 PV0477  DESIGNATION -  LAIRD
 PV0477  PID         -  PV0477
 PV0477  STATE/COUNTY-  SD/LAWRENCE
 PV0477  COUNTRY     -  US
 PV0477  USGS QUAD   -  BUCKHORN (2017)
 PV0477
 PV0477                         *CURRENT SURVEY CONTROL
 PV0477  ______________________________________________________________________
 PV0477* NAD 83(1996) POSITION- 44 12 34.30775(N) 104 00 30.24230(W)   ADJUSTED
 PV0477* NAVD 88 ORTHO HEIGHT -  2104.9   (meters)     6906.    (feet) VERTCON3
 PV0477  ______________________________________________________________________
 PV0477  GEOID HEIGHT    -        -12.855 (meters)                     GEOID18
 PV0477  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 PV0477  HORZ ORDER      -  FIRST
 PV0477
 PV0477.The horizontal coordinates were established by classical geodetic methods
 PV0477.and adjusted by the National Geodetic Survey in January 1998.
 PV0477
 PV0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0477
 PV0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0477.GEOID18 height accuracy estimate available here.
 PV0477
 PV0477.Click photographs - Photos may exist for this station.
 PV0477
 PV0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0477
 PV0477. The following values were computed from the NAD 83(1996) position.
 PV0477
 PV0477;                    North         East     Units Scale Factor Converg.
 PV0477;SPC SD N     -    49,734.317   279,751.150   MT  1.00004612   -2 50 12.8
 PV0477;SPC SD N     -   163,170.01    917,816.90   sFT  1.00004612   -2 50 12.8
 PV0477;SPC SD S     -   214,932.467   306,383.725   MT  0.99996008   -2 32 06.9
 PV0477;SPC SD S     -   705,157.60  1,005,193.94   sFT  0.99996008   -2 32 06.9
 PV0477;SPC WY E     -   412,682.091   292,566.946   MT  1.00004284   +0 48 27.7
 PV0477;SPC WY E     - 1,353,941.16    959,863.39   sFT  1.00004284   +0 48 27.7
 PV0477;UTM  13      - 4,895,623.324   579,220.397   MT  0.99967718   +0 41 29.3
 PV0477
 PV0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0477!SPC SD N     -   0.99967207  x   1.00004612  =   0.99971817
 PV0477!SPC SD S     -   0.99967207  x   0.99996008  =   0.99963216
 PV0477!SPC WY E     -   0.99967207  x   1.00004284  =   0.99971490
 PV0477!UTM  13      -   0.99967207  x   0.99967718  =   0.99934936
 PV0477
 PV0477:                Primary Azimuth Mark                     Grid Az
 PV0477:SPC SD N     -  CEMENT RIDGE FLAG                        344 29 37.6
 PV0477:SPC SD S     -  CEMENT RIDGE FLAG                        344 11 31.7
 PV0477:SPC WY E     -  CEMENT RIDGE FLAG                        340 50 57.1
 PV0477:UTM  13      -  CEMENT RIDGE FLAG                        340 57 55.5
 PV0477
 PV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7922095623(NAD 83)
 PV0477
 PV0477|---------------------------------------------------------------------|
 PV0477| PID    Reference Object                     Distance      Geod. Az  |
 PV0477|                                                           dddmmss.s |
 PV0477| CP9805 LAIRD RM 2                           21.113 METERS 10712     |
 PV0477| CP9804 LAIRD RM 1                           14.543 METERS 25343     |
 PV0477| PV0474 CEMENT RIDGE FLAG                   APPROX.17.0 KM 3413924.8 |
 PV0477|---------------------------------------------------------------------|
 PV0477
 PV0477                          SUPERSEDED SURVEY CONTROL
 PV0477
 PV0477  NAD 83(1993)-  44 12 34.30391(N)    104 00 30.24313(W) AD(       ) 1
 PV0477  NAD 83(1986)-  44 12 34.30210(N)    104 00 30.23364(W) AD(       ) 1
 PV0477  NAD 27      -  44 12 34.36400(N)    104 00 28.47900(W) AD(       ) 1
 PV0477  USSD        -  44 12 34.82900(N)    104 00 28.15400(W) AD(       ) 3
 PV0477  NGVD 29 (07/19/86) 2104.2    (m)         6904.     (f) VERT ANG       
 PV0477
 PV0477.Superseded values are not recommended for survey control.
 PV0477
 PV0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0477.See file dsdata.pdf to determine how the superseded data were derived.
 PV0477
 PV0477_MARKER: DS = TRIANGULATION STATION DISK
 PV0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0477_STAMPING: LAIRD 1912
 PV0477_MARK LOGO: CGS
 PV0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0477+STABILITY: SURFACE MOTION
 PV0477
 PV0477  HISTORY     - Date     Condition        Report By
 PV0477  HISTORY     - 1912     MONUMENTED       CGS
 PV0477  HISTORY     - 1950     GOOD             CGS
 PV0477  HISTORY     - 1957     GOOD             USGS
 PV0477  HISTORY     - 1962     GOOD             CGS
 PV0477
 PV0477                          STATION DESCRIPTION
 PV0477
 PV0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 PV0477'ABOUT 3 MILES NORTHWEST OF LAIRD WATER TANK ON MC LAUGHLIN TIE
 PV0477'AND TIMBER ROAD, 2 MILES WEST OF HAM RANCH (OLD MC QUAIG
 PV0477'HOMESTEAD), AND ABOUT 2 MILES EAST OF STATE BOUNDARY LINE,
 PV0477'ON HIGHEST HILL IN VICINITY.  HILL HAS CONSIDERABLE AREA
 PV0477'CLEARED OF TREES.  TO REACH FROM HAMS RANCH TAKE ROAD LEADING
 PV0477'TO RAILROAD, AND AT PLACE WHERE ROAD GOES UP STEEP INCLINE
 PV0477'ONTO DIVIDE BETWEEN SPEARFISH AND GRAND CANYONS TURN UP DRAW
 PV0477'TO RIGHT AND CONTINUE ALONG FAINT ROAD THROUGH TREES FOR
 PV0477'1/2 MILE, THEN TURN NORTH FOR 1/4 MILE UP HILL TO STATION
 PV0477'SITE.  SURFACE MARK IS STANDARD DISK STATION MARK IN
 PV0477'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES
 PV0477'ABOVE GROUND.  UNDERGROUND MARK IS BRASS BOLT IN SOLID
 PV0477'ROCK 2 FEET BELOW SURFACE.  REFERENCE MARK IS STANDARD
 PV0477'REFERENCE DISK IN CONCRETE FILLED, GALVANIZED-IRON
 PV0477'CYLINDER PROJECTING ABOUT 3 INCHES ABOVE GROUND, IN CLEARING
 PV0477'ON WEST SLOPE OF HILL, 14.62 METERS (48.0 FEET) FROM STATION
 PV0477'S 73 DEG 35 MIN W.  ELEVATION--2,106 METERS (6,909 FEET).
 PV0477
 PV0477                          STATION RECOVERY (1950)
 PV0477
 PV0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PV0477'THE STATION WAS RECOVERED AS DESCRIBED IN 1912.  ALL MARKS
 PV0477'WERE FOUND IN GOOD CONDITION.  A DISCREPANCY WAS FOUND IN THE
 PV0477'MEASUREMENT TO THE REFERENCE MARK, IT WAS CHECKED AND RECHECKED
 PV0477'AND FOUND TO BE AS SHOWN BELOW.  THE ORIGINAL DESCRIPTION TO
 PV0477'REACH THE STATION IS NO LONGER ADEQUATE.  DUE TO HIGH TIMBER
 PV0477'SURROUNDING THE STATION, NO SUITABLE PLACE COULD BE FOUND TO
 PV0477'ESTABLISHED AN AZIMUTH MARK.  A SECOND REFERENCE MARK WAS
 PV0477'ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION
 PV0477'FOLLOWS.
 PV0477'
 PV0477'THE STATION IS LOCATED ABOUT 2 MILES WEST AND 10 MILES SOUTH OF
 PV0477'LEAD, 2-1/2 MILES EAST OF THE WYOMING-SOUTH DAKOTA STATE LINE,
 PV0477'1/2 MILE NORTHWEST OF U.S. HIGHWAY 85, AND ON THE HIGHEST POINT
 PV0477'OF THE RIDGE ON LAIRD PEAK.
 PV0477'
 PV0477'TO REACH THE STATION FROM THE LEAD POST OFFICE, GO WEST ON
 PV0477'U.S. HIGHWAY 85 FOR 8.55 MILES TO THE JUNCTION OF U.S. HIGHWAY
 PV0477'85 AND STATE HIGHWAY 89 AT THE CHEYENNE CROSSING.  CONTINUE
 PV0477'WESTERLY ON U.S. HIGHWAY 85 FOR 10.4 MILES TO A FORK.  CONTINUE
 PV0477'ON THE HIGHWAY, WESTERLY, FOR 1.8 MILES TO A DIM ROAD ON THE
 PV0477'RIGHT AT THE CENTER ON A CURVE AND ABOUT 0.1 MILE BEFORE
 PV0477'REACHING A STUCCO SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT,
 PV0477'WESTERLY, AND FOLLOW A DIM TRACK ROAD FOR 0.15 MILE TO A WIRE
 PV0477'GATE.  GO THROUGH GATE, AND TAKE RIGHT FORK AND FOLLOW
 PV0477'DIM ROAD WESTERLY FOR 0.5 MILE TO A TRIANGLE BLAZED TREE ON
 PV0477'THE RIGHT AND TWO OLD GATE POST ON THE RIGHT.  TURN RIGHT
 PV0477'BETWEEN OLD GATE POSTS AND GO NORTH ON DIM TRACK FOR ABOUT 75
 PV0477'YARDS TO A WIRE GATE.  GO THROUGH GATE AND CONTINUE NORTH
 PV0477'FOR ABOUT 45 YARDS TO A DIM ROAD ON THE RIGHT AT A SMALL
 PV0477'TRIANGLE BLAZE ON A PINE TREE ON THE RIGHT.  TURN RIGHT, AND
 PV0477'FOLLOW DIM ROAD EASTERLY FOR ABOUT 0.3 MILE TO THE SUMMIT
 PV0477'OF HILL AND THE STATION.
 PV0477'
 PV0477'THE UNDERGROUND MARK IS A BRASS BOLT IN SOLID ROCK 2 FEET
 PV0477'BELOW THE SURFACE.
 PV0477'
 PV0477'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PV0477'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER, PROJECTING 3 INCHES,
 PV0477'AND THE DISK IS STAMPED LAIRD 1912
 PV0477'
 PV0477'REFERENCE MARK NO. 1 (OLD R.M.) IS A STANDARD DISK SET IN THE TOP
 PV0477'OF A CONCRETE-FILLED, GALVANIZED-IRON CYLINDER, PROJECTING
 PV0477'6 INCHES, AND THE DISK IS STAMPED LAIRD NO 1 1912
 PV0477'
 PV0477'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CEMENT IN A
 PV0477'DRILLED HOLE IN OUTCROPPING BEDROCK.  IT IS FLUSH WITH THE ROCK,
 PV0477'AND THE DISK IS STAMPED LAIRD NO 2 1912
 PV0477'
 PV0477'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PV0477
 PV0477                          STATION RECOVERY (1957)
 PV0477
 PV0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (BLS)
 PV0477'STATION MARK--A STANDARD USC AND GS DISK STAMPED ---LAIRD 1912---
 PV0477'AND SET IN THE CENTER OF A 6 IN. CONCRETE CYLINDER, PROJECTING 3 IN.
 PV0477
 PV0477                          STATION RECOVERY (1962)
 PV0477
 PV0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 PV0477'THE STATION WAS RECOVERED AND FOUND TO BE IN FAIR CONDITION.
 PV0477'THE REFERENCE MARK WAS NOT FOUND.  A COMPLETE NEW DESCRIPTION
 PV0477'FOLLOWS--
 PV0477'
 PV0477'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF CHEYENNE XING,
 PV0477'AND ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY NO. 85, ON THE HIGHEST
 PV0477'PART OF LAIRD PEAK.  IT IS NEAR THE SW CORNER OF THE NW 1/4
 PV0477'OF SECTION 21, T 3 N, R 1 E.
 PV0477'
 PV0477'TO REACH THE STATION FROM THE POST OFFICE IN LEAD, GO WEST
 PV0477'ON U.S. HIGHWAY NO. 85 FOR 0.55 MILE TO THE JUNCTION OF U.S.
 PV0477'HIGHWAY NO. 14A.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY NO.
 PV0477'85, AND U.S. HIGHWAY NO. 14A FOR 7.6 MILES TO A POINT WHERE
 PV0477'U.S. HIGHWAY NO 14A TURNS RIGHT AND U.S. HIGHWAY NO. 85 GOES
 PV0477'STRAIGHT IN CHEYENNE XING.  CONTINUE SOUTH ON U.S. HIGHWAY NO.
 PV0477'85 FOR 11.05 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 PV0477'GO SOUTH AND WEST ON A TRACK ROAD FOR 0.6 MILE AND THE END OF
 PV0477'TRUCK TRAVEL.  PACK NORTH UP LAIRD PEAK FOR 20 MINUTES TO THE
 PV0477'HIGHEST POINT OF THE MOUNTAIN AND THE STATION SITE.
 PV0477'
 PV0477'STATION MARK, A STANDARD DISK STAMPED LAIRD 1912, IS SET IN THE
 PV0477'CENTER OF A 6 INCH CONCRETE CYLINDER PROJECTING 4 INCHES.  IT IS
 PV0477'71 FEET NORTHWEST OF A GATE IN A EAST-WEST FENCE LINE, 15 FEET
 PV0477'WEST OF A 8 INCH TRIANGLE BLAZED BIRCH TREE, AND 27 FEET NORTHEAST
 PV0477'OF A 12 INCH TRIANGLE BLAZED PINE TREE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0872 ***********************************************************************
 OR0872  DESIGNATION -  LAKE
 OR0872  PID         -  OR0872
 OR0872  STATE/COUNTY-  SD/LYMAN
 OR0872  COUNTRY     -  US
 OR0872  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0872
 OR0872                         *CURRENT SURVEY CONTROL
 OR0872  ______________________________________________________________________
 OR0872* NAD 83(1996) POSITION- 43 48 39.89361(N) 099 21 27.26340(W)   ADJUSTED
 OR0872* NAVD 88 ORTHO HEIGHT -   460.    (meters)     1509.    (feet) SCALED
 OR0872  ______________________________________________________________________
 OR0872  GEOID HEIGHT    -        -25.586 (meters)                     GEOID18
 OR0872  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 OR0872  HORZ ORDER      -  SECOND
 OR0872
 OR0872.The horizontal coordinates were established by classical geodetic methods
 OR0872.and adjusted by the National Geodetic Survey in January 1998.
 OR0872
 OR0872.The orthometric height was scaled from a topographic map.
 OR0872
 OR0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0872.GEOID18 height accuracy estimate available here.
 OR0872
 OR0872.Click photographs - Photos may exist for this station.
 OR0872
 OR0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0872
 OR0872. The following values were computed from the NAD 83(1996) position.
 OR0872
 OR0872;                    North         East     Units Scale Factor Converg.
 OR0872;SPC SD S     -   164,626.928   678,501.235   MT  0.99991251   +0 40 23.3
 OR0872;SPC SD S     -   540,113.51  2,226,049.47   sFT  0.99991251   +0 40 23.3
 OR0872;UTM  14      - 4,850,952.559   471,241.073   MT  0.99961017   -0 14 51.2
 OR0872
 OR0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0872!SPC SD S     -   0.99993183  x   0.99991251  =   0.99984435
 OR0872!UTM  14      -   0.99993183  x   0.99961017  =   0.99954203
 OR0872
 OR0872:                Primary Azimuth Mark                     Grid Az
 OR0872:SPC SD S     -  LAKE AZ MK                               199 26 09.2
 OR0872:UTM  14      -  LAKE AZ MK                               200 21 23.7
 OR0872
 OR0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7124150952(NAD 83)
 OR0872
 OR0872|---------------------------------------------------------------------|
 OR0872| PID    Reference Object                     Distance      Geod. Az  |
 OR0872|                                                           dddmmss.s |
 OR0872| CO3897 LAKE RM 1                             5.803 METERS 01527     |
 OR0872| OR0866 CHAMBERLAIN MUNICIPAL TANK          APPROX. 2.7 KM 0980934.1 |
 OR0872| OR0870 CHAMBERLAIN ST JAMES CATH CH        APPROX. 2.0 KM 1010851.7 |
 OR0872| OR0871 CHAMBERLAIN INDEP SCH DIST STK      APPROX. 2.2 KM 1034244.7 |
 OR0872| CO3898 LAKE RM 2                             7.044 METERS 17903     |
 OR0872| CO3896 LAKE AZ MK                                         2000632.5 |
 OR0872|---------------------------------------------------------------------|
 OR0872
 OR0872                          SUPERSEDED SURVEY CONTROL
 OR0872
 OR0872  NAD 83(1986)-  43 48 39.89156(N)    099 21 27.27076(W) AD(       ) 2
 OR0872  NAD 27      -  43 48 39.91300(N)    099 21 25.91800(W) AD(       ) 2
 OR0872
 OR0872.Superseded values are not recommended for survey control.
 OR0872
 OR0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0872.See file dsdata.pdf to determine how the superseded data were derived.
 OR0872
 OR0872_MARKER: DS = TRIANGULATION STATION DISK
 OR0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0872_STAMPING: LAKE 1948
 OR0872_MARK LOGO: CGS
 OR0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0872+STABILITY: SURFACE MOTION
 OR0872
 OR0872  HISTORY     - Date     Condition        Report By
 OR0872  HISTORY     - 1948     MONUMENTED       CGS
 OR0872  HISTORY     - 1974     MARK NOT FOUND   USGS
 OR0872
 OR0872                          STATION DESCRIPTION
 OR0872
 OR0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0872'STATION IS LOCATED ABOUT 2-1/4 MILES EAST NORTHEAST OF OACOMA
 OR0872'AND 1 MILE WEST SOUTHWEST OF CHAMBERLAIN ON LONE BUTTE AT THE
 OR0872'SOUTHERN END OF BLUFFS.  STATION IS 9 FEET NORTH NORTHWEST OF
 OR0872'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 OR0872'STAMPED LAKE 1948.
 OR0872'
 OR0872'REFERENCE MARK NO. 1 IS 19.04 FEET NORTH OF STATION.  THE MARK
 OR0872'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LAKE NO 1 1948.
 OR0872'DUE TO THE NEARNESS OF MARK TO STATION IT WAS IMPOSSIBLE TO
 OR0872'BRING THE MARK INTO FOCUS SO THE DIRECTION AS TO DEGREES AND
 OR0872'MINUTES WAS DETERMINED BY USING THE POINTER ON INSTRUMENT.
 OR0872'
 OR0872'REFERENCE MARK NO. 2 IS 23.11 FEET SOUTH OF STATION.  THE MARK
 OR0872'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LAKE NO 2 1948.
 OR0872'
 OR0872'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH SOUTHWEST OF
 OR0872'STATION, 57 FEET SOUTH OF SOUTH RAILROAD TRACK, 40 FEET NORTH OF
 OR0872'EAST END OF SMALL BRIDGE, 3 FEET NORTH OF WITNESS POST AND 2
 OR0872'FEET NORTH OF TELEPHONE POLE.  THE MARK PROJECTS ABOUT 3 INCHES
 OR0872'AND THE DISK IS STAMPED LAKE 1948.
 OR0872'
 OR0872'TO REACH FROM THE EAST END OF THE BRIDGE OVER THE MISSOURI IN
 OR0872'CHAMBERLAIN GO WEST AND SOUTH ON U.S. HIGHWAY 16 FOR 1.2 MILES
 OR0872'TO SIDE ROAD RIGHT.  TURN RIGHT ON SIDE ROAD AND GO 0.4 MILE
 OR0872'TO SMALL BRIDGE AND AZIMUTH MARK AS DESCRIBED.  FROM HERE
 OR0872'PACK NORTHERLY ABOUT 0.25 MILE TO TOP OF BUTTE AND STATION
 OR0872'AS DESCRIBED.
 OR0872'
 OR0872'A 4 FOOT SIGNAL AT STATION PRITCHARD (MO.RC) 1924 IS VISIBLE
 OR0872'FROM THE GROUND.
 OR0872'
 OR0872'A 47 FOOT SIGNAL AT STATION TAFT 1924 IS VISIBLE FROM THE GROUND.
 OR0872'
 OR0872'A 4 FOOT SIGNAL AT STATION OACOMA IS VISIBLE FROM THE GROUND.
 OR0872'
 OR0872'A 4 FOOT SIGNAL AT STATION VIEW IS VISIBLE FROM THE GROUND.
 OR0872'
 OR0872'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0872
 OR0872                          STATION RECOVERY (1974)
 OR0872
 OR0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GDS)
 OR0872'ALL MARKS WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0846 ***********************************************************************
 PR0846  DESIGNATION -  LAKE
 PR0846  PID         -  PR0846
 PR0846  STATE/COUNTY-  SD/BROOKINGS
 PR0846  COUNTRY     -  US
 PR0846  USGS QUAD   -  LAKE POINSETT (2017)
 PR0846
 PR0846                         *CURRENT SURVEY CONTROL
 PR0846  ______________________________________________________________________
 PR0846* NAD 83(1996) POSITION- 44 30 53.45462(N) 097 06 27.97679(W)   ADJUSTED
 PR0846* NAVD 88 ORTHO HEIGHT -   541.    (meters)     1775.    (feet) SCALED
 PR0846  ______________________________________________________________________
 PR0846  GEOID HEIGHT    -        -24.900 (meters)                     GEOID18
 PR0846  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 PR0846  HORZ ORDER      -  SECOND
 PR0846
 PR0846.The horizontal coordinates were established by classical geodetic methods
 PR0846.and adjusted by the National Geodetic Survey in January 1998.
 PR0846
 PR0846.The orthometric height was scaled from a topographic map.
 PR0846
 PR0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0846.GEOID18 height accuracy estimate available here.
 PR0846
 PR0846.Click photographs - Photos may exist for this station.
 PR0846
 PR0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0846
 PR0846. The following values were computed from the NAD 83(1996) position.
 PR0846
 PR0846;                    North         East     Units Scale Factor Converg.
 PR0846;SPC SD N     -    79,838.859   829,906.387   MT  0.99998264   +2 02 49.0
 PR0846;SPC SD N     -   261,937.99  2,722,784.54   sFT  0.99998264   +2 02 49.0
 PR0846;UTM  14      - 4,930,799.911   650,390.244   MT  0.99987814   +1 19 36.8
 PR0846
 PR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0846!SPC SD N     -   0.99991904  x   0.99998264  =   0.99990168
 PR0846!UTM  14      -   0.99991904  x   0.99987814  =   0.99979719
 PR0846
 PR0846:                Primary Azimuth Mark                     Grid Az
 PR0846:SPC SD N     -  LAKE AZ MK                               093 22 43.5
 PR0846:UTM  14      -  LAKE AZ MK                               094 05 55.7
 PR0846
 PR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5039030799(NAD 83)
 PR0846
 PR0846|---------------------------------------------------------------------|
 PR0846| PID    Reference Object                     Distance      Geod. Az  |
 PR0846|                                                           dddmmss.s |
 PR0846| CO5813 LAKE RM 1                            15.701 METERS 00031     |
 PR0846| PR0845 LAKE AZ MK                          APPROX. 3.8 KM 0952532.5 |
 PR0846| PR0861 ARLINGTON MUNICIPAL TANK            APPROX.17.0 KM 1871256.6 |
 PR0846| CO5814 LAKE RM 2                            22.622 METERS 26938     |
 PR0846|---------------------------------------------------------------------|
 PR0846
 PR0846                          SUPERSEDED SURVEY CONTROL
 PR0846
 PR0846  NAD 83(1986)-  44 30 53.45095(N)    097 06 27.95386(W) AD(       ) 2
 PR0846  NAD 27      -  44 30 53.56857(N)    097 06 26.71661(W) AD(       ) 2
 PR0846
 PR0846.Superseded values are not recommended for survey control.
 PR0846
 PR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0846.See file dsdata.pdf to determine how the superseded data were derived.
 PR0846
 PR0846_MARKER: DD = SURVEY DISK
 PR0846_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0846+WITH SETTING: INFORMATION.
 PR0846_STAMPING: ET LAKE 1968
 PR0846_MARK LOGO: USGS
 PR0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0846
 PR0846  HISTORY     - Date     Condition        Report By
 PR0846  HISTORY     - 1968     MONUMENTED       USGS
 PR0846
 PR0846                          STATION DESCRIPTION
 PR0846
 PR0846'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0846'STATION IS LOCATED ABOUT 5.0 MI S. AND 5.0 MI E. OF TOWN OF
 PR0846'LAKE NORDEN, ABOUT 10.5 MI N. AND 1.5 MI E. OF TOWN OF ARLINGTON,
 PR0846'NEAR SW. COR. SEC. 8, T. 112 N., R. 52 W.
 PR0846'
 PR0846'TO REACH FROM THE JCT. OF STATE HWYS. 21 AND 28 AT NW. EDGE
 PR0846'OF LAKE NORDEN, GO E. ALONG HWY. 28, 4.5 MI TO JCT. WITH
 PR0846'U.S. HWY. 81, TURN RIGHT (S.) AND GO 5.0 MI TO CROSSROADS,
 PR0846'TURN LEFT (E.) AND GO 1.0 MI TO STATION.
 PR0846'
 PR0846'STATION IS 265.4 FT N. OF E.-W. RD. AND 40.7 FT E. OF N.-S.
 PR0846'RD. AT E. RIGHT-OF-WAY LINE, BURIED 12 IN. UNDERGROUND AND
 PR0846'STAMPED ET LAKE 1968.
 PR0846'
 PR0846'REFERENCE MARK NO. 1 IS 40.6 FT E. OF N.-S. RD., 3.0 FT
 PR0846'S. OF TELEPHONE POLE.  MARK IS SET FLUSH WITH THE GROUND
 PR0846'AND IS STAMPED LAKE NO. 1 1968.
 PR0846'
 PR0846'REFERENCE MARK NO. 2 IS 35.8 FT W. OF N.-S. RD., 1.0 FT E.
 PR0846'OF RIGHT-OF-WAY FENCE, 2.0 FT N. OF USGS WITNESS POST.  MARK
 PR0846'IS SET FLUSH WITH GROUND AND STAMPED LAKE NO. 2 1968.
 PR0846'
 PR0846'AZIMUTH MARK IS ABOUT 2.35 MI ESE. OF STATION IN NW 1/4 SEC.
 PR0846'15, T. 112 N., R. 52 W., STATION IS LOCATED ON HIGHEST POINT
 PR0846'OF TOP 0.15 MI S. AND 0.3 MI E. OF NW. COR. OF SEC. 15 AND
 PR0846'STAMPED LAKE AZ. MK. 1968.
 PR0846'
 PR0846'STATION ET DRY AND BEST ARE GROUND VISIBLE.  DIRECTION WAS
 PR0846'OBSERVED TO ARLINGTON M.W.T.
 PR0846'
 PR0846'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 10 FT COPPER WELD
 PR0846'RODS AND ARE CENTERED IN 6 IN. DRAIN TILE FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1191 ***********************************************************************
 PT1191  DESIGNATION -  LAKE
 PT1191  PID         -  PT1191
 PT1191  STATE/COUNTY-  SD/ZIEBACH
 PT1191  COUNTRY     -  US
 PT1191  USGS QUAD   -  RATTLESNAKE LAKE (2017)
 PT1191
 PT1191                         *CURRENT SURVEY CONTROL
 PT1191  ______________________________________________________________________
 PT1191* NAD 83(1996) POSITION- 44 41 28.44745(N) 101 40 27.49618(W)   ADJUSTED
 PT1191* NAVD 88 ORTHO HEIGHT -   656.    (meters)     2152.    (feet) SCALED
 PT1191  ______________________________________________________________________
 PT1191  GEOID HEIGHT    -        -20.867 (meters)                     GEOID18
 PT1191  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 PT1191  HORZ ORDER      -  THIRD
 PT1191
 PT1191.The horizontal coordinates were established by classical geodetic methods
 PT1191.and adjusted by the National Geodetic Survey in January 1998.
 PT1191
 PT1191.The orthometric height was scaled from a topographic map.
 PT1191
 PT1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1191.GEOID18 height accuracy estimate available here.
 PT1191
 PT1191.Click photographs - Photos may exist for this station.
 PT1191
 PT1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1191
 PT1191. The following values were computed from the NAD 83(1996) position.
 PT1191
 PT1191;                    North         East     Units Scale Factor Converg.
 PT1191;SPC SD N     -    96,704.187   467,294.233   MT  0.99995874   -1 11 05.9
 PT1191;SPC SD N     -   317,270.32  1,533,114.50   sFT  0.99995874   -1 11 05.9
 PT1191;SPC SD S     -   262,821.972   493,698.182   MT  1.00008264   -0 55 30.3
 PT1191;SPC SD S     -   862,275.09  1,619,741.45   sFT  1.00008264   -0 55 30.3
 PT1191;UTM  14      - 4,952,130.807   288,094.000   MT  1.00015223   -1 52 53.4
 PT1191
 PT1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1191!SPC SD N     -   0.99990036  x   0.99995874  =   0.99985910
 PT1191!SPC SD S     -   0.99990036  x   1.00008264  =   0.99998299
 PT1191!UTM  14      -   0.99990036  x   1.00015223  =   1.00005257
 PT1191
 PT1191:                Primary Azimuth Mark                     Grid Az
 PT1191:SPC SD N     -  LAKE AZ MK                               303 49 34.8
 PT1191:SPC SD S     -  LAKE AZ MK                               303 33 59.2
 PT1191:UTM  14      -  LAKE AZ MK                               304 31 22.3
 PT1191
 PT1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8809352130(NAD 83)
 PT1191
 PT1191|---------------------------------------------------------------------|
 PT1191| PID    Reference Object                     Distance      Geod. Az  |
 PT1191|                                                           dddmmss.s |
 PT1191| CP9807 LAKE RM 1                            11.363 METERS 07008     |
 PT1191| CP9808 LAKE RM 2                            12.064 METERS 15636     |
 PT1191| PT1192 T8N R20E SEC 2 WEST 1/16 COR        174.500 METERS 16250     |
 PT1191| CP9806 LAKE AZ MK                                         3023828.9 |
 PT1191|---------------------------------------------------------------------|
 PT1191
 PT1191                          SUPERSEDED SURVEY CONTROL
 PT1191
 PT1191  NAD 83(1986)-  44 41 28.43972(N)    101 40 27.49660(W) AD(       ) 3
 PT1191  NAD 27      -  44 41 28.48600(N)    101 40 25.95000(W) AD(       ) 3
 PT1191
 PT1191.Superseded values are not recommended for survey control.
 PT1191
 PT1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1191.See file dsdata.pdf to determine how the superseded data were derived.
 PT1191
 PT1191_MARKER: DS = TRIANGULATION STATION DISK
 PT1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1191_STAMPING: LAKE 1950
 PT1191_MARK LOGO: CGS
 PT1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1191+STABILITY: SURFACE MOTION
 PT1191
 PT1191  HISTORY     - Date     Condition        Report By
 PT1191  HISTORY     - 1950     MONUMENTED       CGS
 PT1191
 PT1191                          STATION DESCRIPTION
 PT1191
 PT1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1191'THE STATION IS LOCATED ABOUT 24 MILES SOUTH OF DUPREE, ABOUT
 PT1191'2 MILES EAST-SOUTHEAST OF RATTLESNAKE LAKE, 39 FEET EAST OF
 PT1191'THE CENTER OF A TRACK ROAD, 25 FEET SOUTH OF THE NORTH EDGE
 PT1191'OF A BLUFF OVERLOOKING A SMALL LAKE TO THE NORTH, AND 7.5 FEET
 PT1191'EAST OF A WITNESS POST.
 PT1191'
 PT1191'TO REACH THE STATION FROM THE ZIEBACH COUNTY COURTHOUSE IN
 PT1191'DUPREE, GO SOUTH FOR 0.65 MILE.  THEN RIGHT, WEST FOR 1.0 MILE.
 PT1191'THEN LEFT, SOUTH, ON A PARTLY GRAVELED AND GRADED DIRT ROAD
 PT1191'FOR 20.5 MILES TO A SIDE ROAD ON THE RIGHT AND SIGNS THAT
 PT1191'READ CHERRY CREEK 15, RED SCAFFOLD 20.  TURN RIGHT, SOUTHERLY,
 PT1191'FOR 4.6 MILES TO A FORK.  THEN SHARP RIGHT (MAIN TRAVELED ROAD),
 PT1191'NORTHWESTERLY AND WEST FOR 1.6 MILES TO A GATE ON THE LEFT**.
 PT1191'THEN THROUGH GATE, SOUTH, FOR 0.1 MILE TO A FORK.  THEN LEFT ON
 PT1191'A TRACK ROAD, SOUTHEASTERLY, FOR 0.55 MILE TO THE STATION ON
 PT1191'THE LEFT AS DESCRIBED.
 PT1191'
 PT1191'**TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST FOR 0.2
 PT1191'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PT1191'
 PT1191'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1191'LAKE 1950.
 PT1191'
 PT1191'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE NORTH EDGE OF THE
 PT1191'BLUFF.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED LAKE
 PT1191'NO 1 1950.
 PT1191'
 PT1191'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE CENTER OF THE
 PT1191'TRACK ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PT1191'LAKE NO 2 1950.
 PT1191'
 PT1191'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTER OF A GRAVELED
 PT1191'ROAD, 3 FEET EAST OF A WITNESS POST, AND 2 FEET NORTH OF A
 PT1191'WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1191'LAKE 1950.
 PT1191'
 PT1191'WEST 1/16 COR., SEC. 2, T. 8 N., R. 20 E. (GLO) IS 49 PACES
 PT1191'WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF A WIRE FENCE.
 PT1191'IT IS AN INDIAN ALLOTMENT GLO DISK ON TOP OF A 2-INCH IRON
 PT1191'PIPE THAT PROJECTS 8 INCHES.
 PT1191'
 PT1191'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS ARE
 PT1191'STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2371 ***********************************************************************
 PU2371  DESIGNATION -  LAKE
 PU2371  PID         -  PU2371
 PU2371  STATE/COUNTY-  SD/BUTTE
 PU2371  COUNTRY     -  US
 PU2371  USGS QUAD   -  FRUITDALE (2017)
 PU2371
 PU2371                         *CURRENT SURVEY CONTROL
 PU2371  ______________________________________________________________________
 PU2371* NAD 83(1996) POSITION- 44 44 59.39206(N) 103 40 35.67744(W)   ADJUSTED
 PU2371* NAVD 88 ORTHO HEIGHT -   928.    (meters)     3045.    (feet) SCALED
 PU2371  ______________________________________________________________________
 PU2371  GEOID HEIGHT    -        -15.829 (meters)                     GEOID18
 PU2371  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC18
 PU2371  HORZ ORDER      -  SECOND
 PU2371
 PU2371.The horizontal coordinates were established by classical geodetic methods
 PU2371.and adjusted by the National Geodetic Survey in January 1998.
 PU2371
 PU2371.The orthometric height was scaled from a topographic map.
 PU2371
 PU2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2371.GEOID18 height accuracy estimate available here.
 PU2371
 PU2371.Click photographs - Photos may exist for this station.
 PU2371
 PU2371.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2371
 PU2371. The following values were computed from the NAD 83(1996) position.
 PU2371
 PU2371;                    North         East     Units Scale Factor Converg.
 PU2371;SPC SD N     -   108,452.736   308,968.634   MT  0.99995287   -2 36 07.4
 PU2371;SPC SD N     -   355,815.35  1,013,674.59   sFT  0.99995287   -2 36 07.4
 PU2371;UTM  13      - 4,956,012.258   604,758.964   MT  0.99973495   +0 55 54.4
 PU2371
 PU2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2371!SPC SD N     -   0.99985693  x   0.99995287  =   0.99980980
 PU2371!UTM  13      -   0.99985693  x   0.99973495  =   0.99959191
 PU2371
 PU2371:                Primary Azimuth Mark                     Grid Az
 PU2371:SPC SD N     -  ORMAN                                    154 27 04.4
 PU2371:UTM  13      -  ORMAN                                    150 55 02.6
 PU2371
 PU2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0475856012(NAD 83)
 PU2371
 PU2371|---------------------------------------------------------------------|
 PU2371| PID    Reference Object                     Distance      Geod. Az  |
 PU2371|                                                           dddmmss.s |
 PU2371| CP9809 LAKE RM 1                            19.446 METERS 03626     |
 PU2371| PU2370 ORMAN                               APPROX. 7.4 KM 1515057.0 |
 PU2371| CP9810 LAKE RM 2                            14.848 METERS 30933     |
 PU2371|---------------------------------------------------------------------|
 PU2371
 PU2371                          SUPERSEDED SURVEY CONTROL
 PU2371
 PU2371  NAD 83(1993)-  44 44 59.38659(N)    103 40 35.67780(W) AD(       ) 2
 PU2371  NAD 83(1986)-  44 44 59.38105(N)    103 40 35.67298(W) AD(       ) 2
 PU2371  NAD 27      -  44 44 59.43740(N)    103 40 33.96380(W) AD(       ) 2
 PU2371
 PU2371.Superseded values are not recommended for survey control.
 PU2371
 PU2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2371.See file dsdata.pdf to determine how the superseded data were derived.
 PU2371
 PU2371_MARKER: DS = TRIANGULATION STATION DISK
 PU2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2371_STAMPING: LAKE 1962
 PU2371_MARK LOGO: CGS
 PU2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2371+STABILITY: SURFACE MOTION
 PU2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2371+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 PU2371
 PU2371  HISTORY     - Date     Condition        Report By
 PU2371  HISTORY     - 1962     MONUMENTED       CGS
 PU2371  HISTORY     - 20060711 GOOD             BOR
 PU2371
 PU2371                          STATION DESCRIPTION
 PU2371
 PU2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2371'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF NISLAND, 5-3/4
 PU2371'MILES NORTH-NORTHEAST OF FRUITLAND, AND 3 MILES SOUTH-SOUTHWEST
 PU2371'OF ARPAN, ON THE RIDGE OF THE EAST SHORE OF THE BELLE FOURCHE
 PU2371'RESERVOIR.
 PU2371'
 PU2371'TO REACH THE STATION FROM THE POST OFFICE IN BELLE FOURCHE, GO
 PU2371'EAST ON U.S. HIGHWAY 212 FOR 6.3 MILES TO THE BRIDGE OVER THE
 PU2371'BELLE FOURCHE RIVER.  CONTINUE EAST ON THE HIGHWAY 3.7
 PU2371'MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 2.0
 PU2371'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST AND NORTH
 PU2371'1.7 MILES TO A FORK WITH SCHOOLHOUSE IN THE INTERSECTION.  TAKE
 PU2371'THE LEFT FORK AND GO NORTH 1.0 MILE TO A CROSSROAD.  TURN
 PU2371'LEFT AND GO WEST 0.6 MILE TO A FORK JUST AFTER CROSSING
 PU2371'IRRIGATION CANAL.  TAKE THE RIGHT FORK AND CONTINUE WEST 0.3 MILE
 PU2371'ON TRACK ROAD.  AT THIS POINT TURN LEFT AND GO WEST, ACROSS
 PU2371'COUNTRY, 0.2 MILE UNDER TWO POWER LINES TO THE TOP OF
 PU2371'RIDGE AND THE STATION.
 PU2371'
 PU2371'THE STATION MARK, A STANDARD DISK STAMPED LAKE 1962 CEMENTED
 PU2371'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3 INCHES
 PU2371'ABOVE GROUND, IS 22.5 FEET WEST OF THE CENTER OF A TRACK ROAD
 PU2371'WHICH RUNS NORTHWEST AND SOUTHEAST ALONG THE CREST OF THE RIDGE.
 PU2371'
 PU2371'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED LAKE NO 1
 PU2371'1962 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 PU2371'PROJECTING 3 INCHES ABOVE GROUND, IS 41.8 FEET EAST OF THE
 PU2371'CENTER OF THE TRACK ROAD AND ABOUT 14 INCHES LOWER THAN THE
 PU2371'STATION MARK.
 PU2371'
 PU2371'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED LAKE NO 2
 PU2371'1962 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 PU2371'PROJECTING 3 INCHES ABOVE GROUND, IS 21.0 FEET WEST OF THE
 PU2371'CENTER OF THE TRACK ROAD AND AT ABOUT THE SAME ELEVATION AS THE
 PU2371'STATION MARK.
 PU2371
 PU2371                          STATION RECOVERY (2006)
 PU2371
 PU2371'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2006 (TJP)
 PU2371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0845 ***********************************************************************
 PR0845  DESIGNATION -  LAKE AZ MK
 PR0845  PID         -  PR0845
 PR0845  STATE/COUNTY-  SD/BROOKINGS
 PR0845  COUNTRY     -  US
 PR0845  USGS QUAD   -  LAKE POINSETT (2017)
 PR0845
 PR0845                         *CURRENT SURVEY CONTROL
 PR0845  ______________________________________________________________________
 PR0845* NAD 83(1996) POSITION- 44 30 41.80335(N) 097 03 37.06488(W)   ADJUSTED
 PR0845* NAVD 88 ORTHO HEIGHT -   544.    (meters)     1785.    (feet) SCALED
 PR0845  ______________________________________________________________________
 PR0845  GEOID HEIGHT    -        -24.904 (meters)                     GEOID18
 PR0845  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 PR0845  HORZ ORDER      -  SECOND
 PR0845
 PR0845.The horizontal coordinates were established by classical geodetic methods
 PR0845.and adjusted by the National Geodetic Survey in January 1998.
 PR0845
 PR0845.The orthometric height was scaled from a topographic map.
 PR0845
 PR0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0845.GEOID18 height accuracy estimate available here.
 PR0845
 PR0845.Click photographs - Photos may exist for this station.
 PR0845
 PR0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0845
 PR0845. The following values were computed from the NAD 83(1996) position.
 PR0845
 PR0845;                    North         East     Units Scale Factor Converg.
 PR0845;SPC SD N     -    79,615.391   833,691.679   MT  0.99998317   +2 04 49.9
 PR0845;SPC SD N     -   261,204.83  2,735,203.45   sFT  0.99998317   +2 04 49.9
 PR0845;UTM  14      - 4,930,528.904   654,172.059   MT  0.99989231   +1 21 36.4
 PR0845
 PR0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0845!SPC SD N     -   0.99991857  x   0.99998317  =   0.99990174
 PR0845!UTM  14      -   0.99991857  x   0.99989231  =   0.99981089
 PR0845
 PR0845:                Primary Azimuth Mark                     Grid Az
 PR0845:SPC SD N     -  LAKE                                     273 22 42.4
 PR0845:UTM  14      -  LAKE                                     274 05 55.9
 PR0845
 PR0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5417230528(NAD 83)
 PR0845
 PR0845|---------------------------------------------------------------------|
 PR0845| PID    Reference Object                     Distance      Geod. Az  |
 PR0845|                                                           dddmmss.s |
 PR0845| PR0861 ARLINGTON MUNICIPAL TANK            APPROX.17.6 KM 1994202.0 |
 PR0845| PR0846 LAKE                                APPROX. 3.8 KM 2752732.3 |
 PR0845|---------------------------------------------------------------------|
 PR0845
 PR0845                          SUPERSEDED SURVEY CONTROL
 PR0845
 PR0845  NAD 83(1986)-  44 30 41.79999(N)    097 03 37.04210(W) AD(       ) 2
 PR0845  NAD 27      -  44 30 41.91642(N)    097 03 35.80926(W) AD(       ) 2
 PR0845
 PR0845.Superseded values are not recommended for survey control.
 PR0845
 PR0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0845.See file dsdata.pdf to determine how the superseded data were derived.
 PR0845
 PR0845_MARKER: DD = SURVEY DISK
 PR0845_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0845+WITH SETTING: INFORMATION.
 PR0845_STAMPING: LAKE AZ MK 1968
 PR0845_MARK LOGO: USGS
 PR0845_PROJECTION: FLUSH
 PR0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0845
 PR0845  HISTORY     - Date     Condition        Report By
 PR0845  HISTORY     - 1968     MONUMENTED       USGS
 PR0845
 PR0845                          STATION DESCRIPTION
 PR0845
 PR0845'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0845'STATION IS LOCATED ABOUT 10.0 MI N. AND 3.8 MI E. OF TOWN
 PR0845'OF ARLINGTON, IN NW 1/4 SEC. 15, T. 112 N., R. 52 W.
 PR0845'
 PR0845'TO REACH FROM JCT. OF U.S. HWYS. 14 AND 81 AT E. EDGE OF
 PR0845'ARLINGTON, GO N. ON U.S. HWY. 81 FOR 10.5 MI TO CROSSROADS,
 PR0845'TURN RIGHT (E.) AND GO 3.0 MI TO T-RD. W., TURN RIGHT (S.)
 PR0845'AND GO 0.15 MI TO FIELD ENTRANCE AND CRIB ON LEFT (E.), TURN
 PR0845'LEFT TO CRIB AND CONTINUE ON FOOT 0.3 MI TO SMALL BUT PROMINENT
 PR0845'TOP.
 PR0845'
 PR0845'STATION IS LOCATED ON HIGHEST POINT OF TOP.
 PR0845'
 PR0845'STATION MARK IS STANDARD TABLET CRIMPED ON COPPER WELD ROD
 PR0845'AND CENTERED IN 6 IN. DRAIN TILE FILLED WITH GRAVEL.  STATION
 PR0845'MARK IS SET FLUSH WITH GROUND AND IS STAMPED LAKE AZ. MK. 1968.
 PR0845'
 PR0845'DIRECTION WAS OBSERVED TO THE ARLINGTON MWT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0388 ***********************************************************************
 QQ0388  DESIGNATION -  LAKE CITY ST JOSEPH CATH CH
 QQ0388  PID         -  QQ0388
 QQ0388  STATE/COUNTY-  SD/MARSHALL
 QQ0388  COUNTRY     -  US
 QQ0388  USGS QUAD   -  LAKE CITY (2017)
 QQ0388
 QQ0388                         *CURRENT SURVEY CONTROL
 QQ0388  ______________________________________________________________________
 QQ0388* NAD 83(1996) POSITION- 45 43 31.47033(N) 097 24 51.88986(W)   ADJUSTED
 QQ0388  ______________________________________________________________________
 QQ0388  GEOID HEIGHT    -        -25.224 (meters)                     GEOID18
 QQ0388  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 QQ0388  HORZ ORDER      -  THIRD
 QQ0388
 QQ0388.The horizontal coordinates were established by classical geodetic methods
 QQ0388.and adjusted by the National Geodetic Survey in January 1998.
 QQ0388
 QQ0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0388.GEOID18 height accuracy estimate available here.
 QQ0388
 QQ0388.Click photographs - Photos may exist for this station.
 QQ0388
 QQ0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0388
 QQ0388. The following values were computed from the NAD 83(1996) position.
 QQ0388
 QQ0388;                    North         East     Units Scale Factor Converg.
 QQ0388;SPC SD N     -   213,474.489   801,243.954   MT  1.00000839   +1 49 47.7
 QQ0388;SPC SD N     -   700,374.22  2,628,747.87   sFT  1.00000839   +1 49 47.7
 QQ0388;UTM  14      - 5,064,761.740   623,381.143   MT  0.99978715   +1 08 07.5
 QQ0388
 QQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2338164761(NAD 83)
 QQ0388
 QQ0388                          SUPERSEDED SURVEY CONTROL
 QQ0388
 QQ0388  NAD 83(1986)-  45 43 31.47060(N)    097 24 51.88235(W) AD(       ) 3
 QQ0388  NAD 27      -  45 43 31.63564(N)    097 24 50.53741(W) AD(       ) 3
 QQ0388
 QQ0388.Superseded values are not recommended for survey control.
 QQ0388
 QQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0388.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0388
 QQ0388_MARKER: 91 = CHURCH CROSS
 QQ0388
 QQ0388  HISTORY     - Date     Condition        Report By
 QQ0388  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0388
 QQ0388                          STATION DESCRIPTION
 QQ0388
 QQ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0388'THE STATION IS IN THE NORTH EDGE OF LAKE CITY.  IT IS A WHITE
 QQ0388'PAINTED BUILDING ABOUT 75 FEET HIGH.  THE POINT INTERSECTED WAS
 QQ0388'THE BASE OF THE CROSS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0848 ***********************************************************************
 PR0848  DESIGNATION -  LAKE NORDEN MUNICIPAL TANK
 PR0848  PID         -  PR0848
 PR0848  STATE/COUNTY-  SD/HAMLIN
 PR0848  COUNTRY     -  US
 PR0848  USGS QUAD   -  LAKE NORDEN (2017)
 PR0848
 PR0848                         *CURRENT SURVEY CONTROL
 PR0848  ______________________________________________________________________
 PR0848* NAD 83(1996) POSITION- 44 34 47.77473(N) 097 12 37.99880(W)   ADJUSTED
 PR0848  ______________________________________________________________________
 PR0848  GEOID HEIGHT    -        -24.895 (meters)                     GEOID18
 PR0848  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 PR0848  HORZ ORDER      -  THIRD
 PR0848
 PR0848.The horizontal coordinates were established by classical geodetic methods
 PR0848.and adjusted by the National Geodetic Survey in January 1998.
 PR0848
 PR0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0848.GEOID18 height accuracy estimate available here.
 PR0848
 PR0848.Click photographs - Photos may exist for this station.
 PR0848
 PR0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0848
 PR0848. The following values were computed from the NAD 83(1996) position.
 PR0848
 PR0848;                    North         East     Units Scale Factor Converg.
 PR0848;SPC SD N     -    86,780.566   821,490.114   MT  0.99997273   +1 58 27.1
 PR0848;SPC SD N     -   284,712.57  2,695,172.15   sFT  0.99997273   +1 58 27.1
 PR0848;UTM  14      - 4,937,845.877   642,062.698   MT  0.99984819   +1 15 22.4
 PR0848
 PR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4206237845(NAD 83)
 PR0848
 PR0848                          SUPERSEDED SURVEY CONTROL
 PR0848
 PR0848  NAD 83(1986)-  44 34 47.76534(N)    097 12 37.98036(W) AD(       ) 3
 PR0848  NAD 27      -  44 34 47.91100(N)    097 12 36.71600(W) AD(       ) 3
 PR0848
 PR0848.Superseded values are not recommended for survey control.
 PR0848
 PR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0848.See file dsdata.pdf to determine how the superseded data were derived.
 PR0848
 PR0848_MARKER: 53 = ELEVATED TANK
 PR0848
 PR0848  HISTORY     - Date     Condition        Report By
 PR0848  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0848
 PR0848                          STATION DESCRIPTION
 PR0848
 PR0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0848'THIS STATION IS THE CENTER OF THE LAKE NORDEN MUNICIPAL WATER
 PR0848'TANK.  IT IS A MEDIUM SIDED SQUAT STEEL TANK WITH ROUND
 PR0848'BOTTOM AND CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS
 PR0848'SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE
 PR0848'LEGS.  IT IS A 4-FOOT SQUARE WHITE WOODEN HOUSING AROUND THE
 PR0848'FEED PIPES.  THE HOUSING HAS A SMALL WINDOW ON EACH SIDE JUST
 PR0848'BELOW THE BOWL.  THE ENTIRE STRUCTURE IS PAINTED BLACK AND IS
 PR0848'LETTERED LAKE NORDEN ON THE E SIDE.  THE TANK IS ABOUT 125
 PR0848'FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1916.
 PR0848'
 PR0848'THE TANK IS ABOUT 200 FEET S OF THE MAIN STREET OF LAKE NORDEN,
 PR0848'ABOUT 60 FEET E OF THE SECOND STREET W OF A RAILROAD TRACK, AND
 PR0848'AT THE W EDGE OF THE BUSINESS SECTION OF TOWN.
 PR0848'
 PR0848'THE STATION WAS OBSERVED FROM HORSWILL-1903, ELFRING-1903,
 PR0848'AND HAZEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0898 ***********************************************************************
 PR0898  DESIGNATION -  LAKE PRESTON FLOUR MILL STACK
 PR0898  PID         -  PR0898
 PR0898  STATE/COUNTY-  SD/KINGSBURY
 PR0898  COUNTRY     -  US
 PR0898  USGS QUAD   -  LAKE PRESTON WEST (2017)
 PR0898
 PR0898                         *CURRENT SURVEY CONTROL
 PR0898  ______________________________________________________________________
 PR0898* NAD 83(1996) POSITION- 44 21 54.11271(N) 097 22 51.58259(W)   ADJUSTED
 PR0898  ______________________________________________________________________
 PR0898  GEOID HEIGHT    -        -25.152 (meters)                     GEOID18
 PR0898  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 PR0898  HORZ ORDER      -  THIRD
 PR0898
 PR0898.The horizontal coordinates were established by classical geodetic methods
 PR0898.and adjusted by the National Geodetic Survey in January 1998.
 PR0898
 PR0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0898.GEOID18 height accuracy estimate available here.
 PR0898
 PR0898.Click photographs - Photos may exist for this station.
 PR0898
 PR0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0898
 PR0898. The following values were computed from the NAD 83(1996) position.
 PR0898
 PR0898;                    North         East     Units Scale Factor Converg.
 PR0898;SPC SD N     -    62,460.538   808,733.977   MT  1.00001029   +1 51 12.9
 PR0898;SPC SD N     -   204,922.62  2,653,321.39   sFT  1.00001029   +1 51 12.9
 PR0898;UTM  14      - 4,913,691.972   629,004.216   MT  0.99980467   +1 07 55.9
 PR0898
 PR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2900413691(NAD 83)
 PR0898
 PR0898                          SUPERSEDED SURVEY CONTROL
 PR0898
 PR0898  NAD 83(1986)-  44 21 54.10781(N)    097 22 51.55278(W) AD(       ) 3
 PR0898  NAD 27      -  44 21 54.22000(N)    097 22 50.30000(W) AD(       ) 3
 PR0898  USSD        -  44 21 54.39000(N)    097 22 50.73000(W) AD(       ) 3
 PR0898
 PR0898.Superseded values are not recommended for survey control.
 PR0898
 PR0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0898.See file dsdata.pdf to determine how the superseded data were derived.
 PR0898
 PR0898_MARKER: 63 = STACK
 PR0898
 PR0898  HISTORY     - Date     Condition        Report By
 PR0898  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0898  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0898
 PR0898                          STATION DESCRIPTION
 PR0898
 PR0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0898'PRESENT STACK IS NOT SAME ONE WHICH WAS STANDING IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0896 ***********************************************************************
 PR0896  DESIGNATION -  LAKE PRESTON SCHOOLHOUSE CUP
 PR0896  PID         -  PR0896
 PR0896  STATE/COUNTY-  SD/KINGSBURY
 PR0896  COUNTRY     -  US
 PR0896  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0896
 PR0896                         *CURRENT SURVEY CONTROL
 PR0896  ______________________________________________________________________
 PR0896* NAD 83(1996) POSITION- 44 21 41.94732(N) 097 22 23.41268(W)   ADJUSTED
 PR0896  ______________________________________________________________________
 PR0896  GEOID HEIGHT    -        -25.158 (meters)                     GEOID18
 PR0896  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 PR0896  HORZ ORDER      -  THIRD
 PR0896
 PR0896.The horizontal coordinates were established by classical geodetic methods
 PR0896.and adjusted by the National Geodetic Survey in January 1998.
 PR0896
 PR0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0896.GEOID18 height accuracy estimate available here.
 PR0896
 PR0896.Click photographs - Photos may exist for this station.
 PR0896
 PR0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0896
 PR0896. The following values were computed from the NAD 83(1996) position.
 PR0896
 PR0896;                    North         East     Units Scale Factor Converg.
 PR0896;SPC SD N     -    62,105.434   809,369.589   MT  1.00001099   +1 51 32.8
 PR0896;SPC SD N     -   203,757.58  2,655,406.73   sFT  1.00001099   +1 51 32.8
 PR0896;UTM  14      - 4,913,328.968   629,635.177   MT  0.99980667   +1 08 15.4
 PR0896
 PR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2963513328(NAD 83)
 PR0896
 PR0896                          SUPERSEDED SURVEY CONTROL
 PR0896
 PR0896  NAD 83(1986)-  44 21 41.94310(N)    097 22 23.38272(W) AD(       ) 3
 PR0896  NAD 27      -  44 21 42.01000(N)    097 22 22.15000(W) AD(       ) 3
 PR0896  USSD        -  44 21 42.17800(N)    097 22 22.58300(W) AD(       ) 3
 PR0896
 PR0896.Superseded values are not recommended for survey control.
 PR0896
 PR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0896.See file dsdata.pdf to determine how the superseded data were derived.
 PR0896
 PR0896_MARKER: 86 = CUPOLA
 PR0896
 PR0896  HISTORY     - Date     Condition        Report By
 PR0896  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0896  HISTORY     - 1935     GOOD             CGS
 PR0896
 PR0896                          STATION DESCRIPTION
 PR0896
 PR0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0896'BUILDING IS UNCHANGED SINCE 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1882 ***********************************************************************
 NM1882  DESIGNATION -  LAKEPORT
 NM1882  PID         -  NM1882
 NM1882  STATE/COUNTY-  SD/YANKTON
 NM1882  COUNTRY     -  US
 NM1882  USGS QUAD   -  TABOR NE (2017)
 NM1882
 NM1882                         *CURRENT SURVEY CONTROL
 NM1882  ______________________________________________________________________
 NM1882* NAD 83(1996) POSITION- 42 53 22.48776(N) 097 33 08.43988(W)   ADJUSTED
 NM1882* NAVD 88 ORTHO HEIGHT -   483.    (meters)     1585.    (feet) SCALED
 NM1882  ______________________________________________________________________
 NM1882  GEOID HEIGHT    -        -25.659 (meters)                     GEOID18
 NM1882  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 NM1882  HORZ ORDER      -  SECOND
 NM1882
 NM1882.The horizontal coordinates were established by classical geodetic methods
 NM1882.and adjusted by the National Geodetic Survey in January 1998.
 NM1882
 NM1882.The orthometric height was scaled from a topographic map.
 NM1882
 NM1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1882.GEOID18 height accuracy estimate available here.
 NM1882
 NM1882.Click photographs - Photos may exist for this station.
 NM1882
 NM1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1882
 NM1882. The following values were computed from the NAD 83(1996) position.
 NM1882
 NM1882;                    North         East     Units Scale Factor Converg.
 NM1882;SPC SD S     -    65,597.525   827,124.804   MT  0.99998716   +1 55 06.5
 NM1882;SPC SD S     -   215,214.55  2,713,658.63   sFT  0.99998716   +1 55 06.5
 NM1882;UTM  14      - 4,749,569.418   618,208.042   MT  0.99977190   +0 59 07.3
 NM1882
 NM1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1882!SPC SD S     -   0.99992823  x   0.99998716  =   0.99991539
 NM1882!UTM  14      -   0.99992823  x   0.99977190  =   0.99970015
 NM1882
 NM1882:                Primary Azimuth Mark                     Grid Az
 NM1882:SPC SD S     -  LAKEPORT AZ MK RESET                     350 38 35.0
 NM1882:UTM  14      -  LAKEPORT AZ MK RESET                     351 34 34.2
 NM1882
 NM1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1820849569(NAD 83)
 NM1882
 NM1882|---------------------------------------------------------------------|
 NM1882| PID    Reference Object                     Distance      Geod. Az  |
 NM1882|                                                           dddmmss.s |
 NM1882| NM1881 UTICA MUNICIPAL TANK                APPROX.11.0 KM 0224348.8 |
 NM1882| NM1879 STATE HOSP TK NEAR YANKTON          APPROX.12.2 KM 0771215.1 |
 NM1882| NM1872 YANKTON MUNICIPAL TANK              APPROX.12.2 KM 0981704.3 |
 NM1882| NM1865 YANKTON SAC HEART HOSP TANK         APPROX.11.8 KM 0992051.4 |
 NM1882| CO3907 LAKEPORT RM 1                        46.705 METERS 10513     |
 NM1882| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX.18.0 KM 1661421.8 |
 NM1882| CO3908 LAKEPORT RM 2                        38.362 METERS 18856     |
 NM1882| NM1994 LAKEPORT 2                           69.559 METERS 28047     |
 NM1882| CO3906 LAKEPORT AZ MK                                     3514901.3 |
 NM1882| CO3909 LAKEPORT AZ MK TEMP                                3522822.0 |
 NM1882| NM2110 LAKEPORT AZ MK RESET                               3523341.5 |
 NM1882|---------------------------------------------------------------------|
 NM1882
 NM1882                          SUPERSEDED SURVEY CONTROL
 NM1882
 NM1882  NAD 83(1995)-  42 53 22.48776(N)    097 33 08.43983(W) AD(       ) 2
 NM1882  NAD 83(1986)-  42 53 22.49719(N)    097 33 08.43301(W) AD(       ) 2
 NM1882  NAD 27      -  42 53 22.50700(N)    097 33 07.20400(W) AD(       ) 2
 NM1882  MORC        -  42 53 20.24000(N)    097 33 08.55000(W) AD(       ) 3
 NM1882
 NM1882.Superseded values are not recommended for survey control.
 NM1882
 NM1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1882.See file dsdata.pdf to determine how the superseded data were derived.
 NM1882
 NM1882_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 NM1882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1882_MARK LOGO: MORC
 NM1882_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1882
 NM1882  HISTORY     - Date     Condition        Report By
 NM1882  HISTORY     - 1889     MONUMENTED       MORC
 NM1882  HISTORY     - 1959     GOOD             CGS
 NM1882
 NM1882                          STATION DESCRIPTION
 NM1882
 NM1882'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (MEW)
 NM1882'THE STATION IS LOCATED ABOUT 8 MILES WEST OF YANKTON, ABOUT
 NM1882'7 MILES SOUTH OF UTICA, ABOUT 7 MILES SOUTHEAST OF TABOR,
 NM1882'ON THE HIGHEST HILL IN THE VICINITY.  IT IS ABOUT 0.5 MILE
 NM1882'EAST OF A GRAVELLED ROAD, ABOUT 0.3 MILE SOUTHEAST OF A LARGE
 NM1882'GRAVEL PIT, ON LAND OWNED BY MR. RALPH ALLEN OF YANKTON.  IT
 NM1882'IS A STANDARD MRC STATION CAP, SET ON THE TOP OF A 4 INCH IRON
 NM1882'PIPE, WHICH IS EMBEDDED IN AN 18 INCH, SQUARE, CONCRETE BLOCK,
 NM1882'AND PROJECTS 2 FEET.  THE CENTER OF THE TOP OF THE PIPE WAS
 NM1882'THE POINT USED.
 NM1882'
 NM1882'REFERENCE MARK NO. 1 IS 153.23 FEET EAST OF THE STATION,
 NM1882'AND 12 FEET NORTH OF A TERRACE DITCH.  THE DISK IS STAMPED
 NM1882'LAKEPORT NO 1 MRC 1948 AND PROJECTS 3 INCHES.
 NM1882'
 NM1882'REFERENCE MARK NO. 2 IS 125.86 FEET SOUTH OF THE STATION,
 NM1882'AND 8 FEET SOUTH OF A TERRACE DITCH.  THE DISK IS STAMPED
 NM1882'LAKEPORT NO 2 MRC 1948 AND PROJECTS 6 INCHES.
 NM1882'
 NM1882'THE AZIMUTH MARK IS ABOUT 1.2 MILES NORTH OF THE STATION,
 NM1882'0.1 MILE SOUTH OF STATE HIGHWAY 50, 31 FEET EAST OF THE
 NM1882'CENTERLINE OF A GRAVELLED ROAD, 2.3 FEET SOUTH OF A WITNESS
 NM1882'POST, AND 0.5 FOOT EAST OF A FENCE LINE.  STAMPED LAKEPORT
 NM1882'MRC 1948.  PROJECTS 4 INCHES.
 NM1882'
 NM1882'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 NM1882'AND STATE HIGHWAY 50 IN YANKTON, GO WEST ON HIGHWAY 50 FOR 6.55
 NM1882'MILES TO A SERVICE STATION ON THE LEFT.  CONTINUE FOR 2.55
 NM1882'MILES TO A CROSS ROADS.  TURN LEFT ON THE GRAVELLED ROAD AND
 NM1882'GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NM1882'CONTINUE SOUTH ON THE GRAVELLED ROAD FOR 0.95 MILE TO A GATE
 NM1882'ON THE LEFT AT THE ENTRANCE TO A GRAVEL PIT.  TURN LEFT,
 NM1882'PASS THRU THE GATE, AND FOLLOW A TRACK ROAD SOUTHEAST FOR
 NM1882'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE TRACK
 NM1882'ROAD SOUTHEAST TO THE TOP OF THE HILL AND THE STATION.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT YANKTON 1901 IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT FANTLE IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 100 FOOT SIGNAL AT WILLOW IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 47 FOOT SIGNAL AT OHLMAN (MRC) IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT SPARK (MRC) IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT SCHMIDT 1935 IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT PIT (MRC) IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT STANAGE IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT MILL IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT HERRICK (MRC) IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT MILEY IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 74 FOOT SIGNAL AT SANTEE 1901 IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'A 4 FOOT SIGNAL AT GAVINS IS VISIBLE FROM THE GROUND.
 NM1882'
 NM1882'AN 87 FOOT SIGNAL AT VOD 2 IS VISIBLE AT 64 FEET.
 NM1882'
 NM1882'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NM1882
 NM1882                          STATION RECOVERY (1959)
 NM1882
 NM1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 NM1882'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NM1882'CONDITION.  A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY
 NM1882'DEPARTMENT TO MOVE THE AZIMUTH MARK AS IT WAS IN THE WAY
 NM1882'OF HIGHWAY IMPROVEMENT.
 NM1882'
 NM1882'THE AZIMUTH MARK IS ABOUT 1.2 MILES NORTH-NORTHWEST OF THE
 NM1882'STATION, 0.1 MILE SOUTH OF STATE HIGHWAY 50, 99 FEET EAST
 NM1882'OF THE CENTERLINE OF THE ROAD AND 2-1/2 FEET SOUTH OF A WITNESS
 NM1882'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NM1882'LAKEPORT MRC 1948 RESET 1959.
 NM1882'
 NM1882'TO REACH THE STATION FROM YANKTON, FROM THE JUNCTION OF U.S.
 NM1882'HIGHWAY 81 AND STATE HIGHWAY 50, GO WESTERLY ON STATE HIGHWAY
 NM1882'50 FOR 6.55 MILES TO A SERVICE STATION ON THE LEFT, CONTINUE WEST
 NM1882'FOR 2.55 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH ON
 NM1882'A NEWLY IMPROVED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 NM1882'LEFT, CONTINUE SOUTH FOR 0.95 MILE TO A DRIVEWAY ON LEFT
 NM1882'LEADING TO A SAND PIT, TURN LEFT AND FOLLOW LEFT HAND ROAD FOR
 NM1882'0.15 MILE TO A WIRE GATE, PASS THROUGH GATE THEN TURN RIGHT
 NM1882'AND FOLLOW TRACK ROAD SOUTH AND SOUTHEAST FOR ABOUT 0.2
 NM1882'MILE TO HIGHEST POINT OF HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1994 ***********************************************************************
 NM1994  DESIGNATION -  LAKEPORT 2
 NM1994  PID         -  NM1994
 NM1994  STATE/COUNTY-  SD/YANKTON
 NM1994  COUNTRY     -  US
 NM1994  USGS QUAD   -  TABOR NE (2017)
 NM1994
 NM1994                         *CURRENT SURVEY CONTROL
 NM1994  ______________________________________________________________________
 NM1994* NAD 83(2011) POSITION- 42 53 22.90744(N) 097 33 11.45385(W)   ADJUSTED
 NM1994* NAD 83(2011) ELLIP HT-   455.376 (meters)        (06/27/12)   ADJUSTED
 NM1994* NAD 83(2011) EPOCH   -  2010.00
 NM1994* NAVD 88 ORTHO HEIGHT -   481.057 (meters)     1578.27  (feet) ADJUSTED
 NM1994  ______________________________________________________________________
 NM1994  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 NM1994  NAD 83(2011) X  -   -615,252.622 (meters)                     COMP
 NM1994  NAD 83(2011) Y  - -4,640,022.827 (meters)                     COMP
 NM1994  NAD 83(2011) Z  -  4,318,841.784 (meters)                     COMP
 NM1994  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 NM1994  DYNAMIC HEIGHT  -        480.910 (meters)     1577.79  (feet) COMP
 NM1994  MODELED GRAVITY -    980,301.2   (mgal)                       NAVD 88
 NM1994
 NM1994  VERT ORDER      -  FIRST     CLASS II
 NM1994
 NM1994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1994  Standards:
 NM1994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1994  -------------------------------------------------------------------
 NM1994  NETWORK    1.72   4.72           0.78   0.60   2.41      0.06694445
 NM1994  -------------------------------------------------------------------
 NM1994  Click here for local accuracies and other accuracy information.
 NM1994
 NM1994.The horizontal coordinates were established by GPS observations
 NM1994.and adjusted by the National Geodetic Survey in June 2012.
 NM1994
 NM1994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1994.been affixed to the stable North American tectonic plate. See 
 NM1994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1994
 NM1994.The horizontal coordinates are valid at the epoch date displayed above
 NM1994.which is a decimal equivalence of Year/Month/Day.
 NM1994
 NM1994.The orthometric height was determined by differential leveling and
 NM1994.adjusted by the NATIONAL GEODETIC SURVEY
 NM1994.in June 1994.
 NM1994
 NM1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1994.GEOID18 height accuracy estimate available here.
 NM1994
 NM1994.Click photographs - Photos may exist for this station.
 NM1994
 NM1994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1994
 NM1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1994
 NM1994.The ellipsoidal height was determined by GPS observations
 NM1994.and is referenced to NAD 83.
 NM1994
 NM1994.The dynamic height is computed by dividing the NAVD 88
 NM1994.geopotential number by the normal gravity value computed on the
 NM1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1994.degrees latitude (g = 980.6199 gals.).
 NM1994
 NM1994.The modeled gravity was interpolated from observed gravity values.
 NM1994
 NM1994. The following values were computed from the NAD 83(2011) position.
 NM1994
 NM1994;                    North         East     Units Scale Factor Converg.
 NM1994;SPC SD S     -    65,608.179   827,056.021   MT  0.99998713   +1 55 04.4
 NM1994;SPC SD S     -   215,249.50  2,713,432.96   sFT  0.99998713   +1 55 04.4
 NM1994;UTM  14      - 4,749,581.188   618,139.456   MT  0.99977170   +0 59 05.3
 NM1994
 NM1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1994!SPC SD S     -   0.99992859  x   0.99998713  =   0.99991572
 NM1994!UTM  14      -   0.99992859  x   0.99977170  =   0.99970031
 NM1994
 NM1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1813949581(NAD 83)
 NM1994
 NM1994                          SUPERSEDED SURVEY CONTROL
 NM1994
 NM1994  NAD 83(2007)-  42 53 22.90742(N)    097 33 11.45468(W) AD(2002.00) 0
 NM1994  ELLIP H (02/10/07)  455.404  (m)                       GP(2002.00)    
 NM1994  ELLIP H (05/25/04)  455.395  (m)                       GP(       ) 4 2
 NM1994  NAD 83(1996)-  42 53 22.90762(N)    097 33 11.45393(W) AD(       ) 1
 NM1994  ELLIP H (01/23/98)  455.440  (m)                       GP(       ) 4 1
 NM1994  NAD 83(1995)-  42 53 22.90776(N)    097 33 11.45383(W) AD(       ) 1
 NM1994  NAD 83(1986)-  42 53 22.91895(N)    097 33 11.44438(W) AD(       ) 1
 NM1994  NAVD 88             481.06   (m)         1578.3    (f) LEVELING    3  
 NM1994  NGVD 29 (06/26/92)  481.2    (m)  GEOID90  model used  GPS OBS        
 NM1994
 NM1994.Superseded values are not recommended for survey control.
 NM1994
 NM1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1994.See file dsdata.pdf to determine how the superseded data were derived.
 NM1994
 NM1994_MARKER: DH = HORIZONTAL CONTROL DISK
 NM1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1994_STAMPING: LAKEPORT 2 1989
 NM1994_MARK LOGO: NGS
 NM1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1994+STABILITY: SURFACE MOTION
 NM1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1994+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM1994
 NM1994  HISTORY     - Date     Condition        Report By
 NM1994  HISTORY     - 1989     MONUMENTED       NGS
 NM1994  HISTORY     - 19910920 GOOD             NGS
 NM1994  HISTORY     - 19930604 GOOD             GEORES
 NM1994  HISTORY     - 19930919 GOOD             NGS
 NM1994  HISTORY     - 20120319 GOOD             INDIV
 NM1994
 NM1994                          STATION DESCRIPTION
 NM1994
 NM1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NM1994'STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) WEST OF YANKTON, 10 KM
 NM1994'(6.2 MI) SOUTHEAST OF TABOR AND NEAR THE HIGHEST POINT OF A LOW RIDGE
 NM1994'JUST WEST OF A PRIVATE DWELLING. OWNERSHIP--DANIEL JOHNSON, PHONE
 NM1994'605-665-3940.
 NM1994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 NM1994'ROUTE 50, LOCATED NEAR THE NORTH SIDE OF YANKTON, GO WEST ON ROUTE 50
 NM1994'FOR 13.2 KM (8.2 MI) TO THE JUNCTION OF STATE ROUTE 52 ON THE LEFT.
 NM1994'TURN LEFT, SOUTH, ON ROUTE 52 FOR 2.4 KM (1.5 MI) TO A GRAVEL DRIVE
 NM1994'ON THE LEFT.  TURN LEFT, EAST, ON GRAVEL DRIVE FOR 0.16 KM (0.10 MI)
 NM1994'TO A GRAVEL DRIVE ON THE LEFT LEADING NORTH TO A HOUSE.  TURN LEFT,
 NM1994'NORTH, ON PRIVATE GRAVEL DRIVE FOR 0.16 KM (0.10 MI) TO THE SOUTHWEST
 NM1994'CORNER OF A WOOD FENCE AROUND A PRIVATE DWELLING.  PASS TO THE SOUTH
 NM1994'AND WEST OF FENCE AND GO UPHILL FOR ABOUT 0.08 KM (0.05 MI) TO HIGH
 NM1994'POINT AND THE STATION JUST SOUTH OF AN EAST-WEST FENCE LINE.
 NM1994'STATION IS 90.0 M (295.3 FT) EAST FROM HIGHWAY 52, 5.3 M (17.4 FT)
 NM1994'SOUTH FROM THE FENCE LINE, 0.31 M (1.02 FT) EAST FROM A FIBERGLASS
 NM1994'WITNESS POST AND ABOUT 45.7 M (149.9 FT) WEST FROM THE HOUSE.
 NM1994
 NM1994                          STATION RECOVERY (1993)
 NM1994
 NM1994'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM1994'RECOVERED IN GOOD CONDITION.
 NM1994
 NM1994                          STATION RECOVERY (1993)
 NM1994
 NM1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1994'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM1994'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, THENCE 2.2 KM (1.35 MI)
 NM1994'SOUTHERLY ALONG STATE HIGHWAY 52, ON THE HIGHEST POINT OF A HILL,
 NM1994'90.0 M (295.3 FT) EAST OF THE HIGHWAY CENTERLINE, 45.7 M (149.9 FT)
 NM1994'WEST OF THE NORTHWEST CORNER OF A HOUSE, 8.0 M (26.2 FT) SOUTHEAST OF
 NM1994'REFERENCE MARK 4, 7.4 M (24.3 FT) SOUTHWEST OF REFERENCE MARK 5, 5.3
 NM1994'M (17.4 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 NM1994'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS
 NM1994'ON PR0PERTY OWNED BY DANIEL JOHNSON, TELEPHONE NUMBER (605) 665-3940.
 NM1994
 NM1994                          STATION RECOVERY (2012)
 NM1994
 NM1994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2111 ***********************************************************************
 NM2111  DESIGNATION -  LAKEPORT 2 AZ MK
 NM2111  PID         -  NM2111
 NM2111  STATE/COUNTY-  SD/YANKTON
 NM2111  COUNTRY     -  US
 NM2111  USGS QUAD   -  TABOR NE (2017)
 NM2111
 NM2111                         *CURRENT SURVEY CONTROL
 NM2111  ______________________________________________________________________
 NM2111* NAD 83(1986) POSITION- 42 54 31.     (N) 097 33 25.     (W)   SCALED
 NM2111* NAVD 88 ORTHO HEIGHT -   489.424 (meters)     1605.72  (feet) ADJUSTED
 NM2111  ______________________________________________________________________
 NM2111  GEOID HEIGHT    -        -25.674 (meters)                     GEOID18
 NM2111  DYNAMIC HEIGHT  -        489.275 (meters)     1605.23  (feet) COMP
 NM2111  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 NM2111
 NM2111  VERT ORDER      -  FIRST     CLASS II
 NM2111
 NM2111.The horizontal coordinates were scaled from a map and have
 NM2111.an estimated accuracy of +/- 6 seconds.
 NM2111
 NM2111.The orthometric height was determined by differential leveling and
 NM2111.adjusted by the NATIONAL GEODETIC SURVEY
 NM2111.in June 1994.
 NM2111
 NM2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2111.GEOID18 height accuracy estimate available here.
 NM2111
 NM2111.Click photographs - Photos may exist for this station.
 NM2111
 NM2111.The dynamic height is computed by dividing the NAVD 88
 NM2111.geopotential number by the normal gravity value computed on the
 NM2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2111.degrees latitude (g = 980.6199 gals.).
 NM2111
 NM2111.The modeled gravity was interpolated from observed gravity values.
 NM2111
 NM2111;                    North         East    Units  Estimated Accuracy
 NM2111;SPC SD S     -    67,700.      826,680.      MT  (+/- 180 meters Scaled)
 NM2111
 NM2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN177516(NAD 83)
 NM2111
 NM2111                          SUPERSEDED SURVEY CONTROL
 NM2111
 NM2111.No superseded survey control is available for this station.
 NM2111
 NM2111_MARKER: DZ = AZIMUTH MARK DISK
 NM2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2111_STAMPING: LAKEPORT 2 NO 3 1989
 NM2111_MARK LOGO: NGS
 NM2111_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2111+STABILITY: SURFACE MOTION
 NM2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2111+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2111
 NM2111  HISTORY     - Date     Condition        Report By
 NM2111  HISTORY     - 1989     MONUMENTED       NGS
 NM2111  HISTORY     - 19930908 GOOD             NGS
 NM2111  HISTORY     - 20120320 GOOD             INDIV
 NM2111
 NM2111                          STATION DESCRIPTION
 NM2111
 NM2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2111'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2111'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 334.0 M (1095.8 FT) WEST OF
 NM2111'MILEPOST 375, 41.3 M (135.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 40.0
 NM2111'M (131.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD AND THE EXTENDED
 NM2111'CENTER OF STATE HIGHWAY 52, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE
 NM2111'HIGHWAY, 1.0 M (3.3 FT) WEST OF A FENCE CORNER, 0.2 M (0.7 FT) NORTH
 NM2111'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 NM2111'GROUND SURFACE.
 NM2111
 NM2111                          STATION RECOVERY (2012)
 NM2111
 NM2111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2112 ***********************************************************************
 NM2112  DESIGNATION -  LAKEPORT 2 RM 3
 NM2112  PID         -  NM2112
 NM2112  STATE/COUNTY-  SD/YANKTON
 NM2112  COUNTRY     -  US
 NM2112  USGS QUAD   -  TABOR NE (2017)
 NM2112
 NM2112                         *CURRENT SURVEY CONTROL
 NM2112  ______________________________________________________________________
 NM2112* NAD 83(1986) POSITION- 42 53 24.     (N) 097 33 13.     (W)   SCALED
 NM2112* NAVD 88 ORTHO HEIGHT -   480.598 (meters)     1576.76  (feet) ADJUSTED
 NM2112  ______________________________________________________________________
 NM2112  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 NM2112  DYNAMIC HEIGHT  -        480.452 (meters)     1576.28  (feet) COMP
 NM2112  MODELED GRAVITY -    980,301.2   (mgal)                       NAVD 88
 NM2112
 NM2112  VERT ORDER      -  FIRST     CLASS II
 NM2112
 NM2112.The horizontal coordinates were scaled from a map and have
 NM2112.an estimated accuracy of +/- 6 seconds.
 NM2112
 NM2112.The orthometric height was determined by differential leveling and
 NM2112.adjusted by the NATIONAL GEODETIC SURVEY
 NM2112.in June 1994.
 NM2112
 NM2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2112.GEOID18 height accuracy estimate available here.
 NM2112
 NM2112.Click photographs - Photos may exist for this station.
 NM2112
 NM2112.The dynamic height is computed by dividing the NAVD 88
 NM2112.geopotential number by the normal gravity value computed on the
 NM2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2112.degrees latitude (g = 980.6199 gals.).
 NM2112
 NM2112.The modeled gravity was interpolated from observed gravity values.
 NM2112
 NM2112;                    North         East    Units  Estimated Accuracy
 NM2112;SPC SD S     -    65,640.      827,020.      MT  (+/- 180 meters Scaled)
 NM2112
 NM2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN181496(NAD 83)
 NM2112
 NM2112                          SUPERSEDED SURVEY CONTROL
 NM2112
 NM2112.No superseded survey control is available for this station.
 NM2112
 NM2112_MARKER: DR = REFERENCE MARK DISK
 NM2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2112_STAMPING: LAKEPORT 2 NO 3 1989
 NM2112_MARK LOGO: NGS
 NM2112_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2112+STABILITY: SURFACE MOTION
 NM2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2112+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2112
 NM2112  HISTORY     - Date     Condition        Report By
 NM2112  HISTORY     - 1989     MONUMENTED       NGS
 NM2112  HISTORY     - 19930919 GOOD             NGS
 NM2112  HISTORY     - 20120320 GOOD             INDIV
 NM2112
 NM2112                          STATION DESCRIPTION
 NM2112
 NM2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2112'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2112'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, THENCE 2.2 KM (1.35 MI)
 NM2112'SOUTHERLY ALONG STATE HIGHWAY 52, ON THE HIGHEST POINT OF A HILL,
 NM2112'87.0 M (285.4 FT) EAST OF THE HIGHWAY CENTERLINE, 48.7 M (159.8 FT)
 NM2112'WEST OF THE NORTHWEST CORNER OF A HOUSE, 8.0 M (26.2 FT) NORTHWEST OF
 NM2112'TRIANGULATION STATION LAKEPORT 2, AND 0.3 M (1.0 FT) SOUTH OF A
 NM2112'WITNESS POST AND FENCE.  NOTE--THE MARK IS ON PR0PERTY OWNED BY
 NM2112'DANIEL JOHNSON, TELEPHONE NUMBER (605) 665-3940.
 NM2112
 NM2112                          STATION RECOVERY (2012)
 NM2112
 NM2112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2113 ***********************************************************************
 NM2113  DESIGNATION -  LAKEPORT 2 RM 4
 NM2113  PID         -  NM2113
 NM2113  STATE/COUNTY-  SD/YANKTON
 NM2113  COUNTRY     -  US
 NM2113  USGS QUAD   -  TABOR NE (2017)
 NM2113
 NM2113                         *CURRENT SURVEY CONTROL
 NM2113  ______________________________________________________________________
 NM2113* NAD 83(1986) POSITION- 42 53 23.     (N) 097 33 12.     (W)   SCALED
 NM2113* NAVD 88 ORTHO HEIGHT -   480.622 (meters)     1576.84  (feet) ADJUSTED
 NM2113  ______________________________________________________________________
 NM2113  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 NM2113  DYNAMIC HEIGHT  -        480.476 (meters)     1576.36  (feet) COMP
 NM2113  MODELED GRAVITY -    980,301.2   (mgal)                       NAVD 88
 NM2113
 NM2113  VERT ORDER      -  FIRST     CLASS II
 NM2113
 NM2113.The horizontal coordinates were scaled from a map and have
 NM2113.an estimated accuracy of +/- 6 seconds.
 NM2113
 NM2113.The orthometric height was determined by differential leveling and
 NM2113.adjusted by the NATIONAL GEODETIC SURVEY
 NM2113.in June 1994.
 NM2113
 NM2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2113.GEOID18 height accuracy estimate available here.
 NM2113
 NM2113.Click photographs - Photos may exist for this station.
 NM2113
 NM2113.The dynamic height is computed by dividing the NAVD 88
 NM2113.geopotential number by the normal gravity value computed on the
 NM2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2113.degrees latitude (g = 980.6199 gals.).
 NM2113
 NM2113.The modeled gravity was interpolated from observed gravity values.
 NM2113
 NM2113;                    North         East    Units  Estimated Accuracy
 NM2113;SPC SD S     -    65,610.      827,040.      MT  (+/- 180 meters Scaled)
 NM2113
 NM2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN181495(NAD 83)
 NM2113
 NM2113                          SUPERSEDED SURVEY CONTROL
 NM2113
 NM2113.No superseded survey control is available for this station.
 NM2113
 NM2113_MARKER: DR = REFERENCE MARK DISK
 NM2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2113_STAMPING: LAKEPORT 2 NO 4 1989
 NM2113_MARK LOGO: NGS
 NM2113_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2113+STABILITY: SURFACE MOTION
 NM2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2113+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM2113
 NM2113  HISTORY     - Date     Condition        Report By
 NM2113  HISTORY     - 1989     MONUMENTED       NGS
 NM2113  HISTORY     - 19930919 GOOD             NGS
 NM2113  HISTORY     - 20120319 GOOD             INDIV
 NM2113
 NM2113                          STATION DESCRIPTION
 NM2113
 NM2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2113'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2113'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, THENCE 2.2 KM (1.35 MI)
 NM2113'SOUTHERLY ALONG STATE HIGHWAY 52, ON THE HIGHEST POINT OF A HILL,
 NM2113'94.0 M (308.4 FT) EAST OF THE HIGHWAY CENTERLINE, 42.7 M (140.1 FT)
 NM2113'WEST OF THE NORTHWEST CORNER OF A HOUSE, 7.4 M (24.3 FT) NORTHEAST OF
 NM2113'TRIANGULATION STATION LAKEPORT 2, AND 0.3 M (1.0 FT) SOUTH OF A
 NM2113'WITNESS POST AND FENCE.  NOTE--THE MARK IS ON PR0PERTY OWNED BY
 NM2113'DANIEL JOHNSON, TELEPHONE NUMBER (605) 665-3940.
 NM2113
 NM2113                          STATION RECOVERY (2012)
 NM2113
 NM2113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2110 ***********************************************************************
 NM2110  DESIGNATION -  LAKEPORT AZ MK RESET
 NM2110  PID         -  NM2110
 NM2110  STATE/COUNTY-  SD/YANKTON
 NM2110  COUNTRY     -  US
 NM2110  USGS QUAD   -  TABOR NE (2017)
 NM2110
 NM2110                         *CURRENT SURVEY CONTROL
 NM2110  ______________________________________________________________________
 NM2110* NAD 83(1986) POSITION- 42 54 28.     (N) 097 33 16.     (W)   SCALED
 NM2110* NAVD 88 ORTHO HEIGHT -   482.170 (meters)     1581.92  (feet) ADJUSTED
 NM2110  ______________________________________________________________________
 NM2110  GEOID HEIGHT    -        -25.671 (meters)                     GEOID18
 NM2110  DYNAMIC HEIGHT  -        482.023 (meters)     1581.44  (feet) COMP
 NM2110  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 NM2110
 NM2110  VERT ORDER      -  FIRST     CLASS II
 NM2110
 NM2110.The horizontal coordinates were scaled from a map and have
 NM2110.an estimated accuracy of +/- 6 seconds.
 NM2110
 NM2110.The orthometric height was determined by differential leveling and
 NM2110.adjusted by the NATIONAL GEODETIC SURVEY
 NM2110.in June 1994.
 NM2110
 NM2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2110.GEOID18 height accuracy estimate available here.
 NM2110
 NM2110.Click photographs - Photos may exist for this station.
 NM2110
 NM2110.The dynamic height is computed by dividing the NAVD 88
 NM2110.geopotential number by the normal gravity value computed on the
 NM2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2110.degrees latitude (g = 980.6199 gals.).
 NM2110
 NM2110.The modeled gravity was interpolated from observed gravity values.
 NM2110
 NM2110;                    North         East    Units  Estimated Accuracy
 NM2110;SPC SD S     -    67,610.      826,890.      MT  (+/- 180 meters Scaled)
 NM2110
 NM2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN180515(NAD 83)
 NM2110
 NM2110                          SUPERSEDED SURVEY CONTROL
 NM2110
 NM2110.No superseded survey control is available for this station.
 NM2110
 NM2110_MARKER: DZ = AZIMUTH MARK DISK
 NM2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2110_STAMPING: LAKEPORT M.R.C. 1948 RESET 1959
 NM2110_MARK LOGO: CGS
 NM2110_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2110+STABILITY: SURFACE MOTION
 NM2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2110+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2110
 NM2110  HISTORY     - Date     Condition        Report By
 NM2110  HISTORY     - 1959     MONUMENTED       CGS
 NM2110  HISTORY     - 19930908 GOOD             NGS
 NM2110  HISTORY     - 20120320 GOOD             INDIV
 NM2110
 NM2110                          STATION DESCRIPTION
 NM2110
 NM2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2110'13.8 KM (8.55 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2110'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 66.0 M (216.5 FT) WEST OF
 NM2110'MILEPOST 375, 17.0 M (55.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M
 NM2110'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A
 NM2110'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 NM2110'GROUND SURFACE.
 NM2110
 NM2110                          STATION RECOVERY (2012)
 NM2110
 NM2110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0705 ***********************************************************************
 OS0705  DESIGNATION -  LAKEVIEW CH CROSS NE PART
 OS0705  PID         -  OS0705
 OS0705  STATE/COUNTY-  SD/TODD
 OS0705  COUNTRY     -  US
 OS0705  USGS QUAD   -  OLSONVILLE SW (2017)
 OS0705
 OS0705                         *CURRENT SURVEY CONTROL
 OS0705  ______________________________________________________________________
 OS0705* NAD 83(1996) POSITION- 43 04 20.64755(N) 100 43 42.93466(W)   ADJUSTED
 OS0705  ______________________________________________________________________
 OS0705  GEOID HEIGHT    -        -22.038 (meters)                     GEOID18
 OS0705  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 OS0705  HORZ ORDER      -  THIRD
 OS0705
 OS0705.The horizontal coordinates were established by classical geodetic methods
 OS0705.and adjusted by the National Geodetic Survey in January 1998.
 OS0705
 OS0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0705.GEOID18 height accuracy estimate available here.
 OS0705
 OS0705.Click photographs - Photos may exist for this station.
 OS0705
 OS0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0705
 OS0705. The following values were computed from the NAD 83(1996) position.
 OS0705
 OS0705;                    North         East     Units Scale Factor Converg.
 OS0705;SPC SD S     -    82,180.797   567,809.683   MT  0.99995197   -0 16 21.6
 OS0705;SPC SD S     -   269,621.50  1,862,888.93   sFT  0.99995197   -0 16 21.6
 OS0705;UTM  14      - 4,770,304.979   359,269.308   MT  0.99984364   -1 10 50.5
 OS0705
 OS0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5926970304(NAD 83)
 OS0705
 OS0705                          SUPERSEDED SURVEY CONTROL
 OS0705
 OS0705  NAD 83(1995)-  43 04 20.64752(N)    100 43 42.93489(W) AD(       ) 3
 OS0705  NAD 83(1986)-  43 04 20.64708(N)    100 43 42.94453(W) AD(       ) 3
 OS0705  NAD 27      -  43 04 20.62200(N)    100 43 41.43000(W) AD(       ) 3
 OS0705
 OS0705.Superseded values are not recommended for survey control.
 OS0705
 OS0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0705.See file dsdata.pdf to determine how the superseded data were derived.
 OS0705
 OS0705_MARKER: 91 = CHURCH CROSS
 OS0705
 OS0705  HISTORY     - Date     Condition        Report By
 OS0705  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0705
 OS0705                          STATION DESCRIPTION
 OS0705
 OS0705'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0706 ***********************************************************************
 OS0706  DESIGNATION -  LAKEVIEW CH SPIRE SW PART
 OS0706  PID         -  OS0706
 OS0706  STATE/COUNTY-  SD/TODD
 OS0706  COUNTRY     -  US
 OS0706  USGS QUAD   -  OLSONVILLE SW (2017)
 OS0706
 OS0706                         *CURRENT SURVEY CONTROL
 OS0706  ______________________________________________________________________
 OS0706* NAD 83(1996) POSITION- 43 04 13.27452(N) 100 43 40.42922(W)   ADJUSTED
 OS0706  ______________________________________________________________________
 OS0706  GEOID HEIGHT    -        -22.032 (meters)                     GEOID18
 OS0706  LAPLACE CORR    -         -6.75  (seconds)                    DEFLEC18
 OS0706  HORZ ORDER      -  THIRD
 OS0706
 OS0706.The horizontal coordinates were established by classical geodetic methods
 OS0706.and adjusted by the National Geodetic Survey in January 1998.
 OS0706
 OS0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0706.GEOID18 height accuracy estimate available here.
 OS0706
 OS0706.Click photographs - Photos may exist for this station.
 OS0706
 OS0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0706
 OS0706. The following values were computed from the NAD 83(1996) position.
 OS0706
 OS0706;                    North         East     Units Scale Factor Converg.
 OS0706;SPC SD S     -    81,953.013   567,865.281   MT  0.99995231   -0 16 19.9
 OS0706;SPC SD S     -   268,874.18  1,863,071.34   sFT  0.99995231   -0 16 19.9
 OS0706;UTM  14      - 4,770,076.367   359,321.284   MT  0.99984346   -1 10 48.6
 OS0706
 OS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5932170076(NAD 83)
 OS0706
 OS0706                          SUPERSEDED SURVEY CONTROL
 OS0706
 OS0706  NAD 83(1995)-  43 04 13.27455(N)    100 43 40.42948(W) AD(       ) 3
 OS0706  NAD 83(1986)-  43 04 13.27409(N)    100 43 40.43913(W) AD(       ) 3
 OS0706  NAD 27      -  43 04 13.24600(N)    100 43 38.92900(W) AD(       ) 3
 OS0706
 OS0706.Superseded values are not recommended for survey control.
 OS0706
 OS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0706.See file dsdata.pdf to determine how the superseded data were derived.
 OS0706
 OS0706_MARKER: 90 = CHURCH SPIRE
 OS0706
 OS0706  HISTORY     - Date     Condition        Report By
 OS0706  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0706
 OS0706                          STATION DESCRIPTION
 OS0706
 OS0706'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0704 ***********************************************************************
 OS0704  DESIGNATION -  LAMOUREAUX
 OS0704  PID         -  OS0704
 OS0704  STATE/COUNTY-  SD/TODD
 OS0704  COUNTRY     -  US
 OS0704  USGS QUAD   -  OLSONVILLE (2017)
 OS0704
 OS0704                         *CURRENT SURVEY CONTROL
 OS0704  ______________________________________________________________________
 OS0704* NAD 83(1996) POSITION- 43 09 00.83809(N) 100 31 37.87286(W)   ADJUSTED
 OS0704* NAVD 88 ORTHO HEIGHT -   850.7   (meters)     2791.    (feet) VERTCON3
 OS0704  ______________________________________________________________________
 OS0704  GEOID HEIGHT    -        -22.944 (meters)                     GEOID18
 OS0704  LAPLACE CORR    -         -6.95  (seconds)                    DEFLEC18
 OS0704  HORZ ORDER      -  FIRST
 OS0704
 OS0704.The horizontal coordinates were established by classical geodetic methods
 OS0704.and adjusted by the National Geodetic Survey in January 1998.
 OS0704
 OS0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0704
 OS0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0704.GEOID18 height accuracy estimate available here.
 OS0704
 OS0704.Click photographs - Photos may exist for this station.
 OS0704
 OS0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0704
 OS0704. The following values were computed from the NAD 83(1996) position.
 OS0704
 OS0704;                    North         East     Units Scale Factor Converg.
 OS0704;SPC SD S     -    90,768.727   584,232.517   MT  0.99994005   -0 08 01.4
 OS0704;SPC SD S     -   297,797.07  1,916,769.52   sFT  0.99994005   -0 08 01.4
 OS0704;UTM  14      - 4,778,630.073   375,824.238   MT  0.99978969   -1 02 40.5
 OS0704
 OS0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0704!SPC SD S     -   0.99987020  x   0.99994005  =   0.99981026
 OS0704!UTM  14      -   0.99987020  x   0.99978969  =   0.99965992
 OS0704
 OS0704:                Primary Azimuth Mark                     Grid Az
 OS0704:SPC SD S     -  LAMOUREAUX AZ MK                         331 40 50.0
 OS0704:UTM  14      -  LAMOUREAUX AZ MK                         332 35 29.1
 OS0704
 OS0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7582478630(NAD 83)
 OS0704
 OS0704|---------------------------------------------------------------------|
 OS0704| PID    Reference Object                     Distance      Geod. Az  |
 OS0704|                                                           dddmmss.s |
 OS0704| CO3917 LAMOUREAUX RM 1                      24.978 METERS 07003     |
 OS0704| CO3918 LAMOUREAUX RM 2                      21.473 METERS 17421     |
 OS0704| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.22.2 KM 2515607.2 |
 OS0704| CO3916 LAMOUREAUX AZ MK                                   3313248.6 |
 OS0704| OS0700 MISSION INDIAN SCH WATER TANK       APPROX.18.4 KM 3342715.8 |
 OS0704|---------------------------------------------------------------------|
 OS0704
 OS0704                          SUPERSEDED SURVEY CONTROL
 OS0704
 OS0704  NAD 83(1995)-  43 09 00.83784(N)    100 31 37.87355(W) AD(       ) 1
 OS0704  NAD 83(1986)-  43 09 00.83769(N)    100 31 37.88696(W) AD(       ) 1
 OS0704  NAD 27      -  43 09 00.81500(N)    100 31 36.40000(W) AD(       ) 1
 OS0704  NGVD 29 (07/19/86)  850.4    (m)         2790.     (f) VERT ANG       
 OS0704
 OS0704.Superseded values are not recommended for survey control.
 OS0704
 OS0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0704.See file dsdata.pdf to determine how the superseded data were derived.
 OS0704
 OS0704_MARKER: DS = TRIANGULATION STATION DISK
 OS0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0704_STAMPING: LAMOUREAUX 1933
 OS0704_MARK LOGO: CGS
 OS0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0704+STABILITY: SURFACE MOTION
 OS0704
 OS0704  HISTORY     - Date     Condition        Report By
 OS0704  HISTORY     - 1933     MONUMENTED       CGS
 OS0704  HISTORY     - 1936     GOOD             CGS
 OS0704
 OS0704                          STATION DESCRIPTION
 OS0704
 OS0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0704'ABOUT 13 MILES SOUTH-SOUTHEAST OF MISSION IN SOUTHWEST QUARTER
 OS0704'SEC. 28, T. 37 N., R. 27 W., NEAR WEST END OF THE WESTERNMOST
 OS0704'SECTION OF A PROMINENT FLAT-TOPPED BUTTE WHICH IS DIVIDED INTO
 OS0704'THREE SECTIONS AND KNOWN LOCALLY AS THE LAMOUREAUX BUTTES.
 OS0704'
 OS0704'REACHED FROM MISSION BY FOLLOWING STATE HIGHWAY 59 FOR 13.5
 OS0704'MILES TO AN UNGRADED SECTION-LINE ROAD GOING EAST, 0.4 MILE
 OS0704'NORTH OF ST. MICHAELS CHURCH.  FOLLOW THIS ROAD EAST 2.0 MILES,
 OS0704'THENCE NORTH 0.5 MILE TO GATE.  THE MIDDLE FORK NORTHEAST 0.65
 OS0704'MILE AND KEEP RIGHT FORK 1.2 MILES TO POINT WHERE MAIN TRAVEL
 OS0704'TURNS LEFT AT SANDY WASH.  FOLLOW DIM TRAILS AND WORK WAY UP
 OS0704'SIDE OF BUTTE, SOUTHEAST.
 OS0704'
 OS0704'REFERENCE MARK NO. 1 IS NORTH BY EAST OF STATION, REFERENCE MARK
 OS0704'NO. 2 IS EAST BY SOUTH OF STATION AND AZIMUTH MARK NORTH BY
 OS0704'WEST OF STATION.
 OS0704'
 OS0704'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0704'BRONZE DISKS SET IN CONCRETE.
 OS0704'
 OS0704'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 OS0704
 OS0704                          STATION RECOVERY (1936)
 OS0704
 OS0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0704'STATION IS 13 MILES SOUTH-SOUTHEAST OF MISSION, SOUTH DAKOTA IN
 OS0704'SOUTHWEST QUARTER SEC. 28, T. 37 N., R. 27 W., NEAR WEST END OF
 OS0704'WESTERNMOST SECTION OF A PROMINENT FLAT-TOPPED BUTTE WHICH IS
 OS0704'DIVIDED INTO THREE SECTIONS AND KNOWN LOCALLY AS THE LAMOUREAUX
 OS0704'BUTTES.
 OS0704'
 OS0704'REACHED FROM MISSION BY FOLLOWING STATE HIGHWAY 59 FOR 13.5
 OS0704'MILES TO AN UNGRADED SECTION-LINE ROAD GOING EAST, 0.4 MILE NORTH
 OS0704'OF ST. MICHAELS CHURCH.  FOLLOW THIS ROAD EAST 2.0 MILES, THENCE
 OS0704'NORTH 0.5 MILE TO GATE.  TAKE MIDDLE FORK NORTHEAST 0.5 MILE,
 OS0704'AND KEEP RIGHT FORK 1.2 MILES TO POINT WHERE MAIN TRAVEL TURNS
 OS0704'LEFT AT SANDY WASH.  FOLLOW DIM TRAILS AND WORK WAY UP SIDE OF
 OS0704'BUTTE, SOUTHEAST.
 OS0704'
 OS0704'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0704'BRONZE DISKS SET IN CONCRETE.
 OS0704'
 OS0704'REFERENCE MARK NO. 1 IS NORTH BY EAST OF THE STATION.  REFERENCE
 OS0704'MARK NO. 2 IS EAST BY SOUTH OF THE STATION AND THE AZIMUTH MARK
 OS0704'IS NORTH BY WEST OF THE STATION.
 OS0704'
 OS0704'NOTE--ALL MEASUREMENTS TO REFERENCE MARK NO. 2 CHECKED.  DIRECTIONS
 OS0704'WERE NOT CHECKED.  DISCREPANCY FOUND IN MEASUREMENTS TO REFERENCE
 OS0704'MARKS NO. 1 BETWEEN METERS AND FEET.
 OS0704'
 OS0704'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1067 ***********************************************************************
 PT1067  DESIGNATION -  LANCE
 PT1067  PID         -  PT1067
 PT1067  STATE/COUNTY-  SD/STANLEY
 PT1067  COUNTRY     -  US
 PT1067  USGS QUAD   -  DOTY RIDGE (2017)
 PT1067
 PT1067                         *CURRENT SURVEY CONTROL
 PT1067  ______________________________________________________________________
 PT1067* NAD 83(1996) POSITION- 44 22 22.39662(N) 100 50 42.64862(W)   ADJUSTED
 PT1067* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 PT1067  ______________________________________________________________________
 PT1067  GEOID HEIGHT    -        -22.766 (meters)                     GEOID18
 PT1067  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 PT1067  HORZ ORDER      -  THIRD
 PT1067
 PT1067.The horizontal coordinates were established by classical geodetic methods
 PT1067.and adjusted by the National Geodetic Survey in January 1998.
 PT1067
 PT1067.The orthometric height was scaled from a topographic map.
 PT1067
 PT1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1067.GEOID18 height accuracy estimate available here.
 PT1067
 PT1067.Click photographs - Photos may exist for this station.
 PT1067
 PT1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1067
 PT1067. The following values were computed from the NAD 83(1996) position.
 PT1067
 PT1067;                    North         East     Units Scale Factor Converg.
 PT1067;SPC SD S     -   226,712.643   559,205.220   MT  0.99999364   -0 21 11.2
 PT1067;SPC SD S     -   743,806.40  1,834,659.13   sFT  0.99999364   -0 21 11.2
 PT1067;UTM  14      - 4,914,945.729   352,993.388   MT  0.99986578   -1 17 26.2
 PT1067
 PT1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1067!SPC SD S     -   0.99990739  x   0.99999364  =   0.99990104
 PT1067!UTM  14      -   0.99990739  x   0.99986578  =   0.99977319
 PT1067
 PT1067:                Primary Azimuth Mark                     Grid Az
 PT1067:SPC SD S     -  LANCE AZ MK                              264 05 41.6
 PT1067:UTM  14      -  LANCE AZ MK                              265 01 56.6
 PT1067
 PT1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5299314945(NAD 83)
 PT1067
 PT1067|---------------------------------------------------------------------|
 PT1067| PID    Reference Object                     Distance      Geod. Az  |
 PT1067|                                                           dddmmss.s |
 PT1067| AB7535 LANCE RM 1                           13.448 METERS 06251     |
 PT1067| AB7536 LANCE RM 2                           12.894 METERS 25611     |
 PT1067| AB7534 LANCE AZ MK                                        2634430.4 |
 PT1067|---------------------------------------------------------------------|
 PT1067
 PT1067                          SUPERSEDED SURVEY CONTROL
 PT1067
 PT1067  NAD 83(1986)-  44 22 22.39144(N)    100 50 42.65089(W) AD(       ) 3
 PT1067  NAD 27      -  44 22 22.46100(N)    100 50 41.12500(W) AD(       ) 3
 PT1067
 PT1067.Superseded values are not recommended for survey control.
 PT1067
 PT1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1067.See file dsdata.pdf to determine how the superseded data were derived.
 PT1067
 PT1067_MARKER: DS = TRIANGULATION STATION DISK
 PT1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1067_STAMPING: LANCE 1952
 PT1067_MARK LOGO: CGS
 PT1067_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1067+STABILITY: SURFACE MOTION
 PT1067
 PT1067  HISTORY     - Date     Condition        Report By
 PT1067  HISTORY     - 1952     MONUMENTED       CGS
 PT1067  HISTORY     - 19830602 GOOD             NGS
 PT1067  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT1067
 PT1067                          STATION DESCRIPTION
 PT1067
 PT1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1067'THE STATION IS IN SECTION 22, T 5 N, R 27 E, ABOUT 8.5 MILES
 PT1067'EAST OF HAYES, 0.3 MILE WEST OF LANCE CREEK, 81 FEET NORTHWEST
 PT1067'OF U.S. HIGHWAY 14, AND 5 FEET SOUTHEAST OF A WIRE FENCE.
 PT1067'
 PT1067'TO REACH THE STATION FROM THE POST OFFICE IN HAYES GO EAST
 PT1067'ON U.S. HIGHWAY 14 FOR 8.1 MILES TO A CROSS ROAD AND THE AZIMUTH
 PT1067'MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST AND NORTHEAST FOR 0.4
 PT1067'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PT1067'
 PT1067'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LANCE
 PT1067'1952.
 PT1067'
 PT1067'REFERENCE MARK NO. 1 IS 84 FEET NORTHWEST OF THE HIGHWAY AND 2
 PT1067'FEET SOUTHEAST OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 PT1067'AND THE DISK IS STAMPED LANCE NO 1 1952.
 PT1067'
 PT1067'REFERENCE MARK NO. 2 IS 84 FEET NORTHWEST OF THE HIGHWAY AND
 PT1067'2 FEET SOUTHEAST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 PT1067'AND THE DISK IS STAMPED LANCE NO 2 1952.
 PT1067'
 PT1067'THE AZIMUTH MARK IS 160 FEET WEST OF A GRAVELED ROAD, 69 FEET
 PT1067'NORTH OF THE HIGHWAY, 25 FEET SOUTH OF A WIRE FENCE AND 2 FEET
 PT1067'NORTH OF A NAMELESS CAVE SIGN.  THE MARK PROJECTS 4 INCHES AND THE
 PT1067'DISK IS STAMPED LANCE 1952.
 PT1067'
 PT1067'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1067
 PT1067                          STATION RECOVERY (1983)
 PT1067
 PT1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PT1067'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PT1067'RECOVERED IN GOOD CONDITION.  THE STATION AND ALL PERIPHERAL MARKS
 PT1067'WERE DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION AND STATION LANCE 2
 PT1067'WAS ESTABLISHED AT THIS TIME.
 PT1067
 PT1067                          STATION RECOVERY (1995)
 PT1067
 PT1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1067'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1860 ***********************************************************************
 PU1860  DESIGNATION -  LANE
 PU1860  PID         -  PU1860
 PU1860  STATE/COUNTY-  SD/BUTTE
 PU1860  COUNTRY     -  US
 PU1860  USGS QUAD   -  ARPAN (2017)
 PU1860
 PU1860                         *CURRENT SURVEY CONTROL
 PU1860  ______________________________________________________________________
 PU1860* NAD 83(1986) POSITION- 44 52 08.     (N) 103 43 32.     (W)   SCALED
 PU1860* NAVD 88 ORTHO HEIGHT -   901.432 (meters)     2957.45  (feet) ADJUSTED
 PU1860  ______________________________________________________________________
 PU1860  GEOID HEIGHT    -        -15.916 (meters)                     GEOID18
 PU1860  DYNAMIC HEIGHT  -        901.206 (meters)     2956.71  (feet) COMP
 PU1860  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 PU1860
 PU1860  VERT ORDER      -  SECOND    CLASS 0
 PU1860
 PU1860.The horizontal coordinates were scaled from a map and have
 PU1860.an estimated accuracy of +/- 6 seconds.
 PU1860
 PU1860.The orthometric height was determined by differential leveling and
 PU1860.adjusted by the NATIONAL GEODETIC SURVEY
 PU1860.in June 1991.
 PU1860
 PU1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1860.GEOID18 height accuracy estimate available here.
 PU1860
 PU1860.Click photographs - Photos may exist for this station.
 PU1860
 PU1860.The dynamic height is computed by dividing the NAVD 88
 PU1860.geopotential number by the normal gravity value computed on the
 PU1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1860.degrees latitude (g = 980.6199 gals.).
 PU1860
 PU1860.The modeled gravity was interpolated from observed gravity values.
 PU1860
 PU1860;                    North         East    Units  Estimated Accuracy
 PU1860;SPC SD N     -   121,850.      305,700.      MT  (+/- 180 meters Scaled)
 PU1860
 PU1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK006691(NAD 83)
 PU1860
 PU1860                          SUPERSEDED SURVEY CONTROL
 PU1860
 PU1860  NGVD 29 (??/??/92)  900.955  (m)         2955.88   (f) ADJ UNCH    2 0
 PU1860
 PU1860.Superseded values are not recommended for survey control.
 PU1860
 PU1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1860.See file dsdata.pdf to determine how the superseded data were derived.
 PU1860
 PU1860_MARKER: DS = TRIANGULATION STATION DISK
 PU1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1860_STAMPING: LANE 1962
 PU1860_MARK LOGO: CGS
 PU1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1860+STABILITY: SURFACE MOTION
 PU1860
 PU1860  HISTORY     - Date     Condition        Report By
 PU1860  HISTORY     - 1962     MONUMENTED       CGS
 PU1860  HISTORY     - 1963     GOOD             CGS
 PU1860
 PU1860                          STATION DESCRIPTION
 PU1860
 PU1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1860'18.2 MI NE FROM BELLE FOURCHE.
 PU1860'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1860'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 4.15 MILES EAST
 PU1860'ALONG A GRAVELED COUNTY ROAD, THENCE 0.3 MILE NORTH ALONG A
 PU1860'PRIVATE DRIVEWAY LEADING TO A RANCH HOUSE, 0.15 MILE SOUTH OF A
 PU1860'FENCE CORNER, 32 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY,
 PU1860'46.0 FEET NORTH OF R.M. 2, 52.0 FEET SOUTH OF R.M. 1, 2.0 FEET
 PU1860'EAST OF A NORTH-SOUTH FENCE, 5.4 FEET NORTHEAST OF A METAL
 PU1860'WITNESS POST, ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP
 PU1860'OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1861 ***********************************************************************
 PU1861  DESIGNATION -  LANE RM 1
 PU1861  PID         -  PU1861
 PU1861  STATE/COUNTY-  SD/BUTTE
 PU1861  COUNTRY     -  US
 PU1861  USGS QUAD   -  ARPAN (2017)
 PU1861
 PU1861                         *CURRENT SURVEY CONTROL
 PU1861  ______________________________________________________________________
 PU1861* NAD 83(1986) POSITION- 44 52 08.     (N) 103 43 33.     (W)   SCALED
 PU1861* NAVD 88 ORTHO HEIGHT -   901.572 (meters)     2957.91  (feet) ADJUSTED
 PU1861  ______________________________________________________________________
 PU1861  GEOID HEIGHT    -        -15.916 (meters)                     GEOID18
 PU1861  DYNAMIC HEIGHT  -        901.346 (meters)     2957.17  (feet) COMP
 PU1861  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 PU1861
 PU1861  VERT ORDER      -  SECOND    CLASS 0
 PU1861
 PU1861.The horizontal coordinates were scaled from a map and have
 PU1861.an estimated accuracy of +/- 6 seconds.
 PU1861
 PU1861.The orthometric height was determined by differential leveling and
 PU1861.adjusted by the NATIONAL GEODETIC SURVEY
 PU1861.in June 1991.
 PU1861
 PU1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1861.GEOID18 height accuracy estimate available here.
 PU1861
 PU1861.Click photographs - Photos may exist for this station.
 PU1861
 PU1861.The dynamic height is computed by dividing the NAVD 88
 PU1861.geopotential number by the normal gravity value computed on the
 PU1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1861.degrees latitude (g = 980.6199 gals.).
 PU1861
 PU1861.The modeled gravity was interpolated from observed gravity values.
 PU1861
 PU1861;                    North         East    Units  Estimated Accuracy
 PU1861;SPC SD N     -   121,850.      305,680.      MT  (+/- 180 meters Scaled)
 PU1861
 PU1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK006691(NAD 83)
 PU1861
 PU1861                          SUPERSEDED SURVEY CONTROL
 PU1861
 PU1861  NGVD 29 (??/??/92)  901.095  (m)         2956.34   (f) ADJ UNCH    2 0
 PU1861
 PU1861.Superseded values are not recommended for survey control.
 PU1861
 PU1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1861.See file dsdata.pdf to determine how the superseded data were derived.
 PU1861
 PU1861_MARKER: DR = REFERENCE MARK DISK
 PU1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1861_STAMPING: LANE NO 1 1962
 PU1861_MARK LOGO: CGS
 PU1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1861+STABILITY: SURFACE MOTION
 PU1861
 PU1861  HISTORY     - Date     Condition        Report By
 PU1861  HISTORY     - 1962     MONUMENTED       CGS
 PU1861  HISTORY     - 1963     GOOD             CGS
 PU1861
 PU1861                          STATION DESCRIPTION
 PU1861
 PU1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1861'18.2 MI NE FROM BELLE FOURCHE.
 PU1861'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1861'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 4.15 MILES EAST
 PU1861'ALONG A GRAVELED COUNTY ROAD, THENCE 0.3 MILE NORTH ALONG A
 PU1861'PRIVATE DRIVEWAY LEADING TO A RANCH HOUSE, 33 FEET WEST OF THE
 PU1861'CENTERLINE OF THE DRIVEWAY, 98.0 FEET NORTH OF R.M. 2, 52.0 FEET
 PU1861'NORTH OF THE STATION MARK, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE,
 PU1861'ABOUT 1 FOOT BELOW THE LEVEL OF THE DRIVEWAY, AND SET IN THE
 PU1861'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1859 ***********************************************************************
 PU1859  DESIGNATION -  LANE RM 2
 PU1859  PID         -  PU1859
 PU1859  STATE/COUNTY-  SD/BUTTE
 PU1859  COUNTRY     -  US
 PU1859  USGS QUAD   -  ARPAN (2017)
 PU1859
 PU1859                         *CURRENT SURVEY CONTROL
 PU1859  ______________________________________________________________________
 PU1859* NAD 83(1986) POSITION- 44 52 08.     (N) 103 43 32.     (W)   SCALED
 PU1859* NAVD 88 ORTHO HEIGHT -   901.392 (meters)     2957.32  (feet) ADJUSTED
 PU1859  ______________________________________________________________________
 PU1859  GEOID HEIGHT    -        -15.916 (meters)                     GEOID18
 PU1859  DYNAMIC HEIGHT  -        901.167 (meters)     2956.58  (feet) COMP
 PU1859  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 PU1859
 PU1859  VERT ORDER      -  SECOND    CLASS 0
 PU1859
 PU1859.The horizontal coordinates were scaled from a map and have
 PU1859.an estimated accuracy of +/- 6 seconds.
 PU1859
 PU1859.The orthometric height was determined by differential leveling and
 PU1859.adjusted by the NATIONAL GEODETIC SURVEY
 PU1859.in June 1991.
 PU1859
 PU1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1859.GEOID18 height accuracy estimate available here.
 PU1859
 PU1859.Click photographs - Photos may exist for this station.
 PU1859
 PU1859.The dynamic height is computed by dividing the NAVD 88
 PU1859.geopotential number by the normal gravity value computed on the
 PU1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1859.degrees latitude (g = 980.6199 gals.).
 PU1859
 PU1859.The modeled gravity was interpolated from observed gravity values.
 PU1859
 PU1859;                    North         East    Units  Estimated Accuracy
 PU1859;SPC SD N     -   121,850.      305,700.      MT  (+/- 180 meters Scaled)
 PU1859
 PU1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK006691(NAD 83)
 PU1859
 PU1859                          SUPERSEDED SURVEY CONTROL
 PU1859
 PU1859  NGVD 29 (??/??/92)  900.916  (m)         2955.76   (f) ADJ UNCH    2 0
 PU1859
 PU1859.Superseded values are not recommended for survey control.
 PU1859
 PU1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1859.See file dsdata.pdf to determine how the superseded data were derived.
 PU1859
 PU1859_MARKER: DR = REFERENCE MARK DISK
 PU1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1859_STAMPING: LANE NO 2 1962
 PU1859_MARK LOGO: CGS
 PU1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1859+STABILITY: SURFACE MOTION
 PU1859
 PU1859  HISTORY     - Date     Condition        Report By
 PU1859  HISTORY     - 1962     MONUMENTED       CGS
 PU1859  HISTORY     - 1963     GOOD             CGS
 PU1859
 PU1859                          STATION DESCRIPTION
 PU1859
 PU1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1859'18.2 MI NE FROM BELLE FOURCHE.
 PU1859'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1859'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 4.15 MILES EAST
 PU1859'ALONG A GRAVELED COUNTY ROAD, THENCE 0.3 MILE NORTH ALONG A
 PU1859'PRIVATE DRIVEWAY LEADING TO A RANCH HOUSE, 33 FEET WEST OF THE
 PU1859'CENTERLINE OF THE DRIVEWAY, 98.0 FEET SOUTH OF R.M. 1, 46.0 FEET
 PU1859'SOUTH OF THE STATION MARK, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE,
 PU1859'ABOUT 1 FOOT BELOW THE LEVEL OF THE DRIVEWAY, AND SET IN THE
 PU1859'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0471 ***********************************************************************
 QQ0471  DESIGNATION -  LANG
 QQ0471  PID         -  QQ0471
 QQ0471  STATE/COUNTY-  SD/DAY
 QQ0471  COUNTRY     -  US
 QQ0471  USGS QUAD   -  LANGFORD SW (2017)
 QQ0471
 QQ0471                         *CURRENT SURVEY CONTROL
 QQ0471  ______________________________________________________________________
 QQ0471* NAD 83(1996) POSITION- 45 34 27.91111(N) 097 53 27.68167(W)   ADJUSTED
 QQ0471* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) SCALED
 QQ0471  ______________________________________________________________________
 QQ0471  GEOID HEIGHT    -        -24.980 (meters)                     GEOID18
 QQ0471  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 QQ0471  HORZ ORDER      -  FIRST
 QQ0471
 QQ0471.The horizontal coordinates were established by classical geodetic methods
 QQ0471.and adjusted by the National Geodetic Survey in January 1998.
 QQ0471
 QQ0471.The orthometric height was scaled from a topographic map.
 QQ0471
 QQ0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0471.GEOID18 height accuracy estimate available here.
 QQ0471
 QQ0471.Click photographs - Photos may exist for this station.
 QQ0471
 QQ0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0471
 QQ0471. The following values were computed from the NAD 83(1996) position.
 QQ0471
 QQ0471;                    North         East     Units Scale Factor Converg.
 QQ0471;SPC SD N     -   195,623.120   764,594.516   MT  0.99998080   +1 29 33.4
 QQ0471;SPC SD N     -   641,806.85  2,508,507.17   sFT  0.99998080   +1 29 33.4
 QQ0471;UTM  14      - 5,047,362.433   586,526.537   MT  0.99969205   +0 47 31.3
 QQ0471
 QQ0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0471!SPC SD N     -   0.99993960  x   0.99998080  =   0.99992040
 QQ0471!UTM  14      -   0.99993960  x   0.99969205  =   0.99963167
 QQ0471
 QQ0471:                Primary Azimuth Mark                     Grid Az
 QQ0471:SPC SD N     -  LANG AZ MK                               257 06 22.2
 QQ0471:UTM  14      -  LANG AZ MK                               257 48 24.3
 QQ0471
 QQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8652647362(NAD 83)
 QQ0471
 QQ0471|---------------------------------------------------------------------|
 QQ0471| PID    Reference Object                     Distance      Geod. Az  |
 QQ0471|                                                           dddmmss.s |
 QQ0471| QQ0467 LANGFORD MUNICIPAL WATER TANK       APPROX. 5.7 KM 0573054.9 |
 QQ0471| CO5819 LANG RM 1                            26.314 METERS 13019     |
 QQ0471| QQ0450 PIERPONT HIGH SCHOOL CHIMNEY        APPROX.10.1 KM 1523412.1 |
 QQ0471| CO5820 LANG RM 2                            24.492 METERS 19335     |
 QQ0471| CO5818 LANG AZ MK                                         2583555.6 |
 QQ0471|---------------------------------------------------------------------|
 QQ0471
 QQ0471                          SUPERSEDED SURVEY CONTROL
 QQ0471
 QQ0471  NAD 83(1986)-  45 34 27.90522(N)    097 53 27.67063(W) AD(       ) 1
 QQ0471  NAD 27      -  45 34 28.08555(N)    097 53 26.29991(W) AD(       ) 1
 QQ0471
 QQ0471.Superseded values are not recommended for survey control.
 QQ0471
 QQ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0471.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0471
 QQ0471_MARKER: DS = TRIANGULATION STATION DISK
 QQ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0471_STAMPING: LANG 1952
 QQ0471_MARK LOGO: CGS
 QQ0471_PROJECTION: FLUSH
 QQ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0471+STABILITY: SURFACE MOTION
 QQ0471
 QQ0471  HISTORY     - Date     Condition        Report By
 QQ0471  HISTORY     - 1952     MONUMENTED       CGS
 QQ0471  HISTORY     - 1970     GOOD             USAF
 QQ0471
 QQ0471                          STATION DESCRIPTION
 QQ0471
 QQ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0471'THE STATION IS ABOUT 9 MILES NORTHWEST OF PIERPONT, 3 MILES
 QQ0471'SOUTHWEST OF LANGFORD, IN SECTION 2, T 124 N, R 59 W, ON LAND
 QQ0471'OWNED BY MERLE OLSON, 100 YARDS NORTHWEST OF THE OLSON
 QQ0471'FARMHOUSE, 100 YARDS NORTH OF A GRADED ROAD, AND 75 FEET
 QQ0471'NORTHWEST OF A SMALL BARN.
 QQ0471'
 QQ0471'TO REACH THE STATION FROM THE DEPOT IN LANGFORD, GO WEST ON A
 QQ0471'GRAVELED ROAD FOR 2.4 MILES TO A CROSS ROAD, TURN LEFT AND GO
 QQ0471'SOUTH FOR 2.15 MILES TO A CROSS ROAD, TURN RIGHT AND GO WEST
 QQ0471'ON A GRADED DIRT ROAD FOR 0.7 MILE TO THE HOUSE AND STATION ON THE
 QQ0471'RIGHT.
 QQ0471'
 QQ0471'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0471'STAMPED LANG 1952.
 QQ0471'
 QQ0471'REFERENCE MARK 1 IS 2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 QQ0471'OF THE SMALL BARN.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 QQ0471'STAMPED LANG NO 1 1952.
 QQ0471'
 QQ0471'REFERENCE MARK 2 IS 75 FEET WEST OF THE SOUTHWEST CORNER OF THE
 QQ0471'SMALL BARN.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0471'STAMPED LANG NO 2 1952.
 QQ0471'
 QQ0471'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 QQ0471'4 FEET NORTH OF A FENCE CORNER, 4 FEET NORTH OF A 4 X 4 INCH
 QQ0471'WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 QQ0471'4 INCHES, AND THE DISK IS STAMPED LANG 1952.
 QQ0471'
 QQ0471'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QQ0471
 QQ0471                          STATION RECOVERY (1970)
 QQ0471
 QQ0471'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0471'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 QQ0471'IN GOOD CONDITION.
 QQ0471'
 QQ0471'NOTE--A BUILDING RESTRICTS VISIBILITY BETWEEN STATION AND
 QQ0471'REFERENCE MARK 2.
 QQ0471'
 QQ0471'ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0981 ***********************************************************************
 PR0981  DESIGNATION -  LANGEROCK
 PR0981  PID         -  PR0981
 PR0981  STATE/COUNTY-  SD/DEUEL
 PR0981  COUNTRY     -  US
 PR0981  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0981
 PR0981                         *CURRENT SURVEY CONTROL
 PR0981  ______________________________________________________________________
 PR0981* NAD 83(1996) POSITION- 44 47 03.56903(N) 096 39 26.13617(W)   ADJUSTED
 PR0981* NAVD 88 ORTHO HEIGHT -   556.    (meters)     1824.    (feet) SCALED
 PR0981  ______________________________________________________________________
 PR0981  GEOID HEIGHT    -        -25.305 (meters)                     GEOID18
 PR0981  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 PR0981  HORZ ORDER      -  SECOND
 PR0981
 PR0981.The horizontal coordinates were established by classical geodetic methods
 PR0981.and adjusted by the National Geodetic Survey in January 1998.
 PR0981
 PR0981.The orthometric height was scaled from a topographic map.
 PR0981
 PR0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0981.GEOID18 height accuracy estimate available here.
 PR0981
 PR0981.Click photographs - Photos may exist for this station.
 PR0981
 PR0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0981
 PR0981. The following values were computed from the NAD 83(1996) position.
 PR0981
 PR0981;                    North         East     Units Scale Factor Converg.
 PR0981;SPC SD N     -   111,136.794   864,462.957   MT  0.99994990   +2 21 56.8
 PR0981;SPC SD N     -   364,621.30  2,836,158.88   sFT  0.99994990   +2 21 56.8
 PR0981;UTM  14      - 4,961,661.975   685,335.599   MT  1.00002241   +1 39 02.8
 PR0981
 PR0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0981!SPC SD N     -   0.99991676  x   0.99994990  =   0.99986666
 PR0981!UTM  14      -   0.99991676  x   1.00002241  =   0.99993917
 PR0981
 PR0981:                Primary Azimuth Mark                     Grid Az
 PR0981:SPC SD N     -  LANGEROCK AZ MK                          321 49 39.4
 PR0981:UTM  14      -  LANGEROCK AZ MK                          322 32 33.4
 PR0981
 PR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8533561661(NAD 83)
 PR0981
 PR0981|---------------------------------------------------------------------|
 PR0981| PID    Reference Object                     Distance      Geod. Az  |
 PR0981|                                                           dddmmss.s |
 PR0981| CO9151 LANGEROCK RM 2                       24.361 METERS 00252     |
 PR0981| PR0980 CLEAR LAKE MUNICIPAL TANK           APPROX. 3.8 KM 2121508.4 |
 PR0981| CO9150 LANGEROCK RM 1                       21.940 METERS 26838     |
 PR0981| PR0983 LANGEROCK AZ MK                     APPROX. 4.8 KM 3241136.2 |
 PR0981|---------------------------------------------------------------------|
 PR0981
 PR0981                          SUPERSEDED SURVEY CONTROL
 PR0981
 PR0981  NAD 83(1986)-  44 47 03.56582(N)    096 39 26.11993(W) AD(       ) 2
 PR0981  NAD 27      -  44 47 03.69472(N)    096 39 24.91249(W) AD(       ) 2
 PR0981
 PR0981.Superseded values are not recommended for survey control.
 PR0981
 PR0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0981.See file dsdata.pdf to determine how the superseded data were derived.
 PR0981
 PR0981_MARKER: DD = SURVEY DISK
 PR0981_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0981+WITH SETTING: INFORMATION.
 PR0981_STAMPING: ET LANGEROCK 1968
 PR0981_MARK LOGO: USGS
 PR0981_PROJECTION: FLUSH
 PR0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0981
 PR0981  HISTORY     - Date     Condition        Report By
 PR0981  HISTORY     - 1968     MONUMENTED       USGS
 PR0981
 PR0981                          STATION DESCRIPTION
 PR0981
 PR0981'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WCM)
 PR0981'STATION IS LOCATED ABOUT 2.0 MI N. AND 1.25 MI E. OF THE
 PR0981'TOWN OF CLEAR LAKE, NEAR THE CENTER OF SEC. 12, T. 115 N.,
 PR0981'R. 49 W.
 PR0981'
 PR0981'TO REACH FROM THE JCT. OF U.S. HWY. 77 AND STATE HWY. 22
 PR0981'AT THE S. EDGE OF THE TOWN OF CLEAR LAKE, GO N. 2.0 MI ON U.S. HWY.
 PR0981'77 TO CROSSROADS, TURN RIGHT (E.), GO 1.0 MI E. TO CROSSROADS,
 PR0981'TURN LEFT (N.), GO 0.6 MI N. TO GATE TO ABANDONED FARMHOUSE
 PR0981'ON RIGHT (E.), GO THROUGH GATE, TURN LEFT AND CONTINUE TO
 PR0981'GATE IN E.-W. FENCE, GO THROUGH GATE, TURN RIGHT (E.) AND
 PR0981'GO ALONG N. SIDE OF FENCE 0.25 MI E. TO FENCE COR. AND
 PR0981'STATION.
 PR0981'
 PR0981'STATION IS 6.6 FT NW. OF COR. FENCE POST, 5.4 FT NW. OF
 PR0981'USGS WITNESS POST AND IS STAMPED ET LANGEROCK 1968.
 PR0981'
 PR0981'REFERENCE MARK NO. 1 IS W. OF STATION, 1.4 FT N. OF E.-W.
 PR0981'FENCE AND IS STAMPED LANGEROCK NO. 1 1968.
 PR0981'
 PR0981'REFERENCE MARK NO. 2 IS N. OF STATION, 1.7 FT W. OF N.-S.
 PR0981'FENCE, AND IS STAMPED LANGEROCK NO. 2 1968.
 PR0981'
 PR0981'AZIMUTH MARK WAS SET 3.0 MI NNW. OF STATION NEAR QUARTER
 PR0981'COR. BETWEEN SECS. 27 AND 34, T. 116 N., R. 49 W.  MARK
 PR0981'IS 59.1 FT N. OF E.-W. RD., 2.3 FT E. OF N.-S. FENCE, AND
 PR0981'IS STAMPED LANGEROCK AZIMUTH MARK 1968.
 PR0981'
 PR0981'STATIONS ET GABRIEL 1968, ET HENRY 1968, AND DOYLE AZIMUTH
 PR0981'1968 ARE GROUND VISIBLE.  DIRECTION WAS OBSERVED TO CLEAR
 PR0981'LAKE M.W.T.
 PR0981'
 PR0981'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0981'SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE
 PR0981'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0983 ***********************************************************************
 PR0983  DESIGNATION -  LANGEROCK AZ MK
 PR0983  PID         -  PR0983
 PR0983  STATE/COUNTY-  SD/DEUEL
 PR0983  COUNTRY     -  US
 PR0983  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0983
 PR0983                         *CURRENT SURVEY CONTROL
 PR0983  ______________________________________________________________________
 PR0983* NAD 83(1996) POSITION- 44 49 09.00044(N) 096 41 33.28919(W)   ADJUSTED
 PR0983* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 PR0983  ______________________________________________________________________
 PR0983  GEOID HEIGHT    -        -25.300 (meters)                     GEOID18
 PR0983  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 PR0983  HORZ ORDER      -  SECOND
 PR0983
 PR0983.The horizontal coordinates were established by classical geodetic methods
 PR0983.and adjusted by the National Geodetic Survey in January 1998.
 PR0983
 PR0983.The orthometric height was scaled from a topographic map.
 PR0983
 PR0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0983.GEOID18 height accuracy estimate available here.
 PR0983
 PR0983.Click photographs - Photos may exist for this station.
 PR0983
 PR0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0983
 PR0983. The following values were computed from the NAD 83(1996) position.
 PR0983
 PR0983;                    North         East     Units Scale Factor Converg.
 PR0983;SPC SD N     -   114,890.516   861,512.000   MT  0.99994727   +2 20 26.8
 PR0983;SPC SD N     -   376,936.63  2,826,477.29   sFT  0.99994727   +2 20 26.8
 PR0983;UTM  14      - 4,965,452.456   682,431.483   MT  1.00000927   +1 37 36.8
 PR0983
 PR0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0983!SPC SD N     -   0.99991268  x   0.99994727  =   0.99985996
 PR0983!UTM  14      -   0.99991268  x   1.00000927  =   0.99992195
 PR0983
 PR0983:                Primary Azimuth Mark                     Grid Az
 PR0983:SPC SD N     -  LANGEROCK                                141 49 39.8
 PR0983:UTM  14      -  LANGEROCK                                142 32 29.8
 PR0983
 PR0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8243165452(NAD 83)
 PR0983
 PR0983|---------------------------------------------------------------------|
 PR0983| PID    Reference Object                     Distance      Geod. Az  |
 PR0983|                                                           dddmmss.s |
 PR0983| PR0981 LANGEROCK                           APPROX. 4.8 KM 1441006.6 |
 PR0983| PR0980 CLEAR LAKE MUNICIPAL TANK           APPROX. 7.1 KM 1735509.3 |
 PR0983|---------------------------------------------------------------------|
 PR0983
 PR0983                          SUPERSEDED SURVEY CONTROL
 PR0983
 PR0983  NAD 83(1986)-  44 49 08.99733(N)    096 41 33.27360(W) AD(       ) 2
 PR0983  NAD 27      -  44 49 09.12463(N)    096 41 32.05829(W) AD(       ) 2
 PR0983
 PR0983.Superseded values are not recommended for survey control.
 PR0983
 PR0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0983.See file dsdata.pdf to determine how the superseded data were derived.
 PR0983
 PR0983_MARKER: DD = SURVEY DISK
 PR0983_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0983+WITH SETTING: INFORMATION.
 PR0983_STAMPING: LANGEROCK AZIMUTH MARK 1968
 PR0983_MARK LOGO: USGS
 PR0983_PROJECTION: FLUSH
 PR0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0983
 PR0983  HISTORY     - Date     Condition        Report By
 PR0983  HISTORY     - 1968     MONUMENTED       USGS
 PR0983
 PR0983                          STATION DESCRIPTION
 PR0983
 PR0983'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WCM)
 PR0983'STATION MARK IS LOCATED ABOUT 4.5 MI N. AND 0.5 MI W. OF THE
 PR0983'TOWN OF CLEAR LAKE, NEAR QUARTER COR. BETWEEN SECS. 27 AND 34,
 PR0983'T. 116 N., R. 49 W.
 PR0983'
 PR0983'TO REACH FROM JCT. OF U.S. HWY. 77 AND STATE HWY. 22 AT S.
 PR0983'EDGE OF THE TOWN OF CLEAR LAKE, GO 5.0 MI N. TO CROSSROADS,
 PR0983'TURN LEFT (W.), GO 0.5 MI W. TO QUARTER LINE FENCES N. AND S. AND
 PR0983'STATION MARK ON RIGHT (N.).
 PR0983'
 PR0983'STATION MARK IS 59.1 FT N. OF E.-W. RD., 2.3 FT E. OF N.-S.
 PR0983'FENCE, AND IS STAMPED LANGEROCK AZIMUTH MARK 1968.
 PR0983'
 PR0983'STATION ET LANGEROCK 1968 IS GROUND VISIBLE.  DIRECTION
 PR0983'WAS OBSERVED TO THE CLEAR LAKE M.W.T.
 PR0983'
 PR0983'STATION MARK IS STANDARD TABLET CRIMPED ON COPPER WELD ROD,
 PR0983'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DRAIN TILE
 PR0983'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0467 ***********************************************************************
 QQ0467  DESIGNATION -  LANGFORD MUNICIPAL WATER TANK
 QQ0467  PID         -  QQ0467
 QQ0467  STATE/COUNTY-  SD/MARSHALL
 QQ0467  COUNTRY     -  US
 QQ0467  USGS QUAD   -  LANGFORD (2017)
 QQ0467
 QQ0467                         *CURRENT SURVEY CONTROL
 QQ0467  ______________________________________________________________________
 QQ0467* NAD 83(1996) POSITION- 45 36 06.60668(N) 097 49 46.71832(W)   ADJUSTED
 QQ0467  ______________________________________________________________________
 QQ0467  GEOID HEIGHT    -        -24.981 (meters)                     GEOID18
 QQ0467  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 QQ0467  HORZ ORDER      -  THIRD
 QQ0467
 QQ0467.The horizontal coordinates were established by classical geodetic methods
 QQ0467.and adjusted by the National Geodetic Survey in January 1998.
 QQ0467
 QQ0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0467.GEOID18 height accuracy estimate available here.
 QQ0467
 QQ0467.Click photographs - Photos may exist for this station.
 QQ0467
 QQ0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0467
 QQ0467. The following values were computed from the NAD 83(1996) position.
 QQ0467
 QQ0467;                    North         East     Units Scale Factor Converg.
 QQ0467;SPC SD N     -   198,795.621   769,301.991   MT  0.99998529   +1 32 09.8
 QQ0467;SPC SD N     -   652,215.30  2,523,951.62   sFT  0.99998529   +1 32 09.8
 QQ0467;UTM  14      - 5,050,476.281   591,271.072   MT  0.99970242   +0 50 10.6
 QQ0467
 QQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9127150476(NAD 83)
 QQ0467
 QQ0467                          SUPERSEDED SURVEY CONTROL
 QQ0467
 QQ0467  NAD 83(1986)-  45 36 06.60148(N)    097 49 46.70887(W) AD(       ) 3
 QQ0467  NAD 27      -  45 36 06.78034(N)    097 49 45.33940(W) AD(       ) 3
 QQ0467
 QQ0467.Superseded values are not recommended for survey control.
 QQ0467
 QQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0467.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0467
 QQ0467_MARKER: 53 = ELEVATED TANK
 QQ0467
 QQ0467  HISTORY     - Date     Condition        Report By
 QQ0467  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0467  HISTORY     - 1970     GOOD             USAF
 QQ0467
 QQ0467                          STATION DESCRIPTION
 QQ0467
 QQ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0467'THE TANK IS IN THE CENTRAL PART OF LANGFORD.  IT IS A 4-LEGGED
 QQ0467'STEEL STRUCTURE, ABOUT 120 FEET HIGH, AND PAINTED ALUMINUM.
 QQ0467'
 QQ0467'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 QQ0467
 QQ0467                          STATION RECOVERY (1970)
 QQ0467
 QQ0467'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0467'THE WATER TANK WAS NOT OBSERVED, BUT WAS FOUND IN GOOD CONDITION
 QQ0467'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1116 ***********************************************************************
 PT1116  DESIGNATION -  LANTRY
 PT1116  PID         -  PT1116
 PT1116  STATE/COUNTY-  SD/DEWEY
 PT1116  COUNTRY     -  US
 PT1116  USGS QUAD   -  HIGH ELK HILL (2017)
 PT1116
 PT1116                         *CURRENT SURVEY CONTROL
 PT1116  ______________________________________________________________________
 PT1116* NAD 83(1996) POSITION- 44 59 42.44294(N) 101 22 15.82312(W)   ADJUSTED
 PT1116* NAVD 88 ORTHO HEIGHT -   733.    (meters)     2405.    (feet) SCALED
 PT1116  ______________________________________________________________________
 PT1116  GEOID HEIGHT    -        -21.006 (meters)                     GEOID18
 PT1116  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 PT1116  HORZ ORDER      -  FIRST
 PT1116
 PT1116.The horizontal coordinates were established by classical geodetic methods
 PT1116.and adjusted by the National Geodetic Survey in January 1998.
 PT1116
 PT1116.The orthometric height was scaled from a topographic map.
 PT1116
 PT1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1116.GEOID18 height accuracy estimate available here.
 PT1116
 PT1116.Click photographs - Photos may exist for this station.
 PT1116
 PT1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1116
 PT1116. The following values were computed from the NAD 83(1996) position.
 PT1116
 PT1116;                    North         East     Units Scale Factor Converg.
 PT1116;SPC SD N     -   130,016.116   491,898.631   MT  0.99993959   -0 58 13.3
 PT1116;SPC SD N     -   426,561.21  1,613,837.43   sFT  0.99993959   -0 58 13.3
 PT1116;UTM  14      - 4,985,143.608   313,108.110   MT  1.00002951   -1 40 37.0
 PT1116
 PT1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1116!SPC SD N     -   0.99988846  x   0.99993959  =   0.99982806
 PT1116!UTM  14      -   0.99988846  x   1.00002951  =   0.99991797
 PT1116
 PT1116:                Primary Azimuth Mark                     Grid Az
 PT1116:SPC SD N     -  LANTRY AZ MK                             224 44 00.8
 PT1116:UTM  14      -  LANTRY AZ MK                             225 26 24.5
 PT1116
 PT1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1310885143(NAD 83)
 PT1116
 PT1116|---------------------------------------------------------------------|
 PT1116| PID    Reference Object                     Distance      Geod. Az  |
 PT1116|                                                           dddmmss.s |
 PT1116| CP9819 LANTRY RM 1                          16.275 METERS 06039     |
 PT1116| QS0878 PARADE BAGLEY GRAIN ELEVATOR        APPROX.21.3 KM 0804902.2 |
 PT1116| CP9818 LANTRY AZ MK                                       2234547.5 |
 PT1116| CP9820 LANTRY RM 2                          15.590 METERS 31112     |
 PT1116|---------------------------------------------------------------------|
 PT1116
 PT1116                          SUPERSEDED SURVEY CONTROL
 PT1116
 PT1116  NAD 83(1986)-  44 59 42.43518(N)    101 22 15.82258(W) AD(       ) 1
 PT1116  NAD 27      -  44 59 42.49800(N)    101 22 14.26600(W) AD(       ) 1
 PT1116
 PT1116.Superseded values are not recommended for survey control.
 PT1116
 PT1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1116.See file dsdata.pdf to determine how the superseded data were derived.
 PT1116
 PT1116_MARKER: DS = TRIANGULATION STATION DISK
 PT1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1116_STAMPING: LANTRY 1938
 PT1116_MARK LOGO: CGS
 PT1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1116+STABILITY: SURFACE MOTION
 PT1116
 PT1116  HISTORY     - Date     Condition        Report By
 PT1116  HISTORY     - 1938     MONUMENTED       CGS
 PT1116  HISTORY     - 1952     GOOD             CGS
 PT1116
 PT1116                          STATION DESCRIPTION
 PT1116
 PT1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PT1116'STATION IS LOCATED ON A PROMINENT KNOLL ON THE PROPERTY OF
 PT1116'MRS. HANNA HOUGHTON, APPROXIMATELY 1.0 MILE S OF U.S. HIGHWAY
 PT1116'212, AND ABOUT 3.0 MILES E OF LANTRY (AIRLINE).
 PT1116'
 PT1116'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT1116'BRONZE DISKS SET IN CONCRETE.
 PT1116'
 PT1116'STATION IS REACHED AS FOLLOWS--FROM THE SCHOOL IN LANTRY GO
 PT1116'E ON U.S. HIGHWAY 212, 2.55 MILES, TURN RIGHT (S) ON CROSS ROAD
 PT1116'AND GO 1.15 MILES, TURN LEFT (E) AND GO 0.5 MILE, TURN LEFT (N)
 PT1116'AND GO ABOUT 100 YARDS TO TOP OF KNOLL AND STATION.
 PT1116'
 PT1116'AZIMUTH MARK IS ABOUT 0.5 MILE SW OF THE STATION ON A FENCE
 PT1116'LINE ABOUT 10 FEET E OF E EDGE OF ROAD.
 PT1116'
 PT1116'HEIGHT OF LIGHT ABOVE STATION MARK - 20.0 METERS.
 PT1116
 PT1116                          STATION RECOVERY (1952)
 PT1116
 PT1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1116'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 PT1116'CONDITION.  DISCREPANCIES WERE NOTED IN THE MEASUREMENTS TO
 PT1116'THE REFERENCE MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 PT1116'
 PT1116'THE STATION IS IN SECTION 18, T 12 N, R 23 E, ABOUT 3.0 MILES
 PT1116'EAST OF LANTRY, AND ABOUT 1.0 MILE SOUTH OF U.S. HIGHWAY 212.
 PT1116'
 PT1116'TO REACH THE STATION FROM THE RAILROAD STATION AT LANTRY GO
 PT1116'EAST ON U.S. HIGHWAY 212 FOR 3.95 MILES TO A TRACK SECTION LINE
 PT1116'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR
 PT1116'1.05 MILES TO A POINT WHERE ROAD TURNS RIGHT, TURN RIGHT AND
 PT1116'GO WEST FOR 0.5 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT
 PT1116'THROUGH GATE AND GO NORTH FOR ABOUT 100 YARDS TO TOP OF HILL
 PT1116'AND THE STATION.
 PT1116'
 PT1116'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ABOUT 100
 PT1116'YARDS TO A WIRE GATE AND TRACK SECTION LINE ROAD, TURN RIGHT
 PT1116'AND GO WEST ON TRACK ROAD FOR 0.5 MILE TO A CROSS ROAD, TURN
 PT1116'LEFT AND GO SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 PT1116'AS DESCRIBED BELOW.
 PT1116'
 PT1116'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1116'LANTRY 1938.
 PT1116'
 PT1116'REFERENCE MARK NO 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1116'LANTRY NO 1 1938.
 PT1116'
 PT1116'REFERENCE MARK NO 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PT1116'LANTRY NO 2 1938.
 PT1116'
 PT1116'THE AZIMUTH MARK IS 42 FEET EAST OF A TRACK ROAD, 4 FEET WEST
 PT1116'OF A WIRE FENCE, AND 2 FEET WEST OF A WHITE 4 IN X 4 IN
 PT1116'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1116'LANTRY 1938.
 PT1116'
 PT1116'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0018 ***********************************************************************
 PU0018  DESIGNATION -  LAPO
 PU0018  PID         -  PU0018
 PU0018  STATE/COUNTY-  SD/MEADE
 PU0018  COUNTRY     -  US
 PU0018  USGS QUAD   -  OPAL EAST (2017)
 PU0018
 PU0018                         *CURRENT SURVEY CONTROL
 PU0018  ______________________________________________________________________
 PU0018* NAD 83(1996) POSITION- 44 56 06.62280(N) 102 26 52.76958(W)   ADJUSTED
 PU0018* NAVD 88 ORTHO HEIGHT -   834.021 (meters)     2736.28  (feet) ADJUSTED
 PU0018  ______________________________________________________________________
 PU0018  GEOID HEIGHT    -        -18.452 (meters)                     GEOID18
 PU0018  LAPLACE CORR    -         -6.86  (seconds)                    DEFLEC18
 PU0018  DYNAMIC HEIGHT  -        833.841 (meters)     2735.69  (feet) COMP
 PU0018  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0018
 PU0018  HORZ ORDER      -  SECOND
 PU0018  VERT ORDER      -  SECOND    CLASS 0
 PU0018
 PU0018.The horizontal coordinates were established by classical geodetic methods
 PU0018.and adjusted by the National Geodetic Survey in January 1998.
 PU0018
 PU0018.The orthometric height was determined by differential leveling and
 PU0018.adjusted by the NATIONAL GEODETIC SURVEY
 PU0018.in June 1991.
 PU0018
 PU0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0018.GEOID18 height accuracy estimate available here.
 PU0018
 PU0018.Click photographs - Photos may exist for this station.
 PU0018
 PU0018.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0018
 PU0018.The dynamic height is computed by dividing the NAVD 88
 PU0018.geopotential number by the normal gravity value computed on the
 PU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0018.degrees latitude (g = 980.6199 gals.).
 PU0018
 PU0018.The modeled gravity was interpolated from observed gravity values.
 PU0018
 PU0018. The following values were computed from the NAD 83(1996) position.
 PU0018
 PU0018;                    North         East     Units Scale Factor Converg.
 PU0018;SPC SD N     -   125,359.939   406,806.900   MT  0.99994115   -1 43 57.1
 PU0018;SPC SD N     -   411,285.07  1,334,665.64   sFT  0.99994115   -1 43 57.1
 PU0018;UTM  13      - 4,978,917.452   701,364.227   MT  1.00009862   +1 48 11.2
 PU0018
 PU0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0018!SPC SD N     -   0.99987215  x   0.99994115  =   0.99981330
 PU0018!UTM  13      -   0.99987215  x   1.00009862  =   0.99997075
 PU0018
 PU0018:                Primary Azimuth Mark                     Grid Az
 PU0018:SPC SD N     -  LEMON                                    074 47 31.4
 PU0018:UTM  13      -  LEMON                                    071 15 23.1
 PU0018
 PU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0136478917(NAD 83)
 PU0018
 PU0018|---------------------------------------------------------------------|
 PU0018| PID    Reference Object                     Distance      Geod. Az  |
 PU0018|                                                           dddmmss.s |
 PU0018| PU0017 LAPO RM 1                            11.392 METERS 05522     |
 PU0018| PU2161 LEMON                               APPROX. 7.0 KM 0730334.3 |
 PU0018| PU0019 LAPO RM 2                            12.119 METERS 13434     |
 PU0018|---------------------------------------------------------------------|
 PU0018
 PU0018                          SUPERSEDED SURVEY CONTROL
 PU0018
 PU0018  NAD 83(1993)-  44 56 06.61447(N)    102 26 52.76872(W) AD(       ) 2
 PU0018  NAD 83(1986)-  44 56 06.61440(N)    102 26 52.76879(W) AD(       ) 2
 PU0018  NAD 27      -  44 56 06.65800(N)    102 26 51.17540(W) AD(       ) 2
 PU0018  NGVD 29 (??/??/92)  833.561  (m)         2734.77   (f) ADJ UNCH    2 0
 PU0018  NGVD 29             833.56   (m)         2734.8    (f) LEVELING    3  
 PU0018
 PU0018.Superseded values are not recommended for survey control.
 PU0018
 PU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0018.See file dsdata.pdf to determine how the superseded data were derived.
 PU0018
 PU0018_MARKER: DS = TRIANGULATION STATION DISK
 PU0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0018_STAMPING: LAPO 1962
 PU0018_MARK LOGO: CGS
 PU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0018+STABILITY: SURFACE MOTION
 PU0018
 PU0018  HISTORY     - Date     Condition        Report By
 PU0018  HISTORY     - 1962     MONUMENTED       CGS
 PU0018  HISTORY     - 1963     GOOD             CGS
 PU0018
 PU0018                          STATION DESCRIPTION
 PU0018
 PU0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0018'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF THE VILLAGE OF
 PU0018'MAURINE AND 3 MILES NORTHEAST OF THE VILLAGE OF OPAL.
 PU0018'
 PU0018'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE HIGHWAY
 PU0018'73 (ABOUT 3 MILES WEST OF FAITH), GO WEST ON U.S. HIGHWAY 212 FOR
 PU0018'16.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 6.6
 PU0018'MILES TO SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.2 MILE TO
 PU0018'A TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE
 PU0018'TOP OF A LOW HILL AND THE STATION.
 PU0018'
 PU0018'STATION MARK IS A STANDARD DISK STAMPED LAPO 1962 SET IN THE TOP
 PU0018'OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.  IT IS
 PU0018'4 FEET SOUTH OF A METAL WITNESS POST.
 PU0018'
 PU0018'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAPO NO. 1 1962 SET
 PU0018'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 PU0018'INCHES.
 PU0018'
 PU0018'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAPO NO. 2 1962 SET
 PU0018'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.
 PU0018
 PU0018                          STATION RECOVERY (1963)
 PU0018
 PU0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0018'4.9 MI NE FROM OPAL.
 PU0018'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0018'POST OFFICE AT OPAL, THENCE 2.9 MILES NORTH ALONG A GRAVELED
 PU0018'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, ON THE
 PU0018'CREST OF A SMALL ROUND KNOLL WHICH IS SOUTH OF THE ROAD, 286
 PU0018'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTH OF A
 PU0018'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PU0018'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0017 ***********************************************************************
 PU0017  DESIGNATION -  LAPO RM 1
 PU0017  PID         -  PU0017
 PU0017  STATE/COUNTY-  SD/MEADE
 PU0017  COUNTRY     -  US
 PU0017  USGS QUAD   -  OPAL EAST (2017)
 PU0017
 PU0017                         *CURRENT SURVEY CONTROL
 PU0017  ______________________________________________________________________
 PU0017* NAD 83(1986) POSITION- 44 56 06.83   (N) 102 26 52.34   (W)   HD_HELD1
 PU0017* NAVD 88 ORTHO HEIGHT -   832.981 (meters)     2732.87  (feet) ADJUSTED
 PU0017  ______________________________________________________________________
 PU0017  GEOID HEIGHT    -        -18.453 (meters)                     GEOID18
 PU0017  DYNAMIC HEIGHT  -        832.801 (meters)     2732.28  (feet) COMP
 PU0017  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0017
 PU0017  VERT ORDER      -  SECOND    CLASS 0
 PU0017
 PU0017.The horizontal coordinates were determined by differentially corrected
 PU0017.hand held GPS observations or other comparable positioning techniques
 PU0017.and have an estimated accuracy of +/- 3 meters.
 PU0017
 PU0017.The orthometric height was determined by differential leveling and
 PU0017.adjusted by the NATIONAL GEODETIC SURVEY
 PU0017.in June 1991.
 PU0017
 PU0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0017.GEOID18 height accuracy estimate available here.
 PU0017
 PU0017.Click photographs - Photos may exist for this station.
 PU0017
 PU0017.The dynamic height is computed by dividing the NAVD 88
 PU0017.geopotential number by the normal gravity value computed on the
 PU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0017.degrees latitude (g = 980.6199 gals.).
 PU0017
 PU0017.The modeled gravity was interpolated from observed gravity values.
 PU0017
 PU0017;                    North         East    Units  Estimated Accuracy
 PU0017;SPC SD N     -   125,366.0     406,816.5     MT  (+/- 3 meters HH1 GPS) 
 PU0017
 PU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0137378924(NAD 83)
 PU0017
 PU0017                          SUPERSEDED SURVEY CONTROL
 PU0017
 PU0017  NGVD 29 (??/??/92)  832.521  (m)         2731.36   (f) ADJ UNCH    2 0
 PU0017
 PU0017.Superseded values are not recommended for survey control.
 PU0017
 PU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0017.See file dsdata.pdf to determine how the superseded data were derived.
 PU0017
 PU0017_MARKER: DR = REFERENCE MARK DISK
 PU0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0017_STAMPING: LAPO NO 1 1962
 PU0017_MARK LOGO: CGS
 PU0017_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0017+STABILITY: SURFACE MOTION
 PU0017
 PU0017  HISTORY     - Date     Condition        Report By
 PU0017  HISTORY     - 1962     MONUMENTED       CGS
 PU0017  HISTORY     - 1963     GOOD             CGS
 PU0017
 PU0017                          STATION DESCRIPTION
 PU0017
 PU0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0017'4.9 MI NE FROM OPAL.
 PU0017'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0017'POST OFFICE AT OPAL, THENCE 2.9 MILES NORTH ALONG A GRAVELED
 PU0017'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, ON THE
 PU0017'CREST OF A SMALL ROUND KNOLL WHICH IS SOUTH OF THE ROAD, 262
 PU0017'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 37.4 FEET NORTHEAST
 PU0017'OF LAPO 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0017'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0019 ***********************************************************************
 PU0019  DESIGNATION -  LAPO RM 2
 PU0019  PID         -  PU0019
 PU0019  STATE/COUNTY-  SD/MEADE
 PU0019  COUNTRY     -  US
 PU0019  USGS QUAD   -  OPAL EAST (2017)
 PU0019
 PU0019                         *CURRENT SURVEY CONTROL
 PU0019  ______________________________________________________________________
 PU0019* NAD 83(1986) POSITION- 44 56 06.35   (N) 102 26 52.38   (W)   HD_HELD1
 PU0019* NAVD 88 ORTHO HEIGHT -   833.958 (meters)     2736.08  (feet) ADJUSTED
 PU0019  ______________________________________________________________________
 PU0019  GEOID HEIGHT    -        -18.453 (meters)                     GEOID18
 PU0019  DYNAMIC HEIGHT  -        833.778 (meters)     2735.49  (feet) COMP
 PU0019  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0019
 PU0019  VERT ORDER      -  SECOND    CLASS 0
 PU0019
 PU0019.The horizontal coordinates were determined by differentially corrected
 PU0019.hand held GPS observations or other comparable positioning techniques
 PU0019.and have an estimated accuracy of +/- 3 meters.
 PU0019
 PU0019.The orthometric height was determined by differential leveling and
 PU0019.adjusted by the NATIONAL GEODETIC SURVEY
 PU0019.in June 1991.
 PU0019
 PU0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0019.GEOID18 height accuracy estimate available here.
 PU0019
 PU0019.Click photographs - Photos may exist for this station.
 PU0019
 PU0019.The dynamic height is computed by dividing the NAVD 88
 PU0019.geopotential number by the normal gravity value computed on the
 PU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0019.degrees latitude (g = 980.6199 gals.).
 PU0019
 PU0019.The modeled gravity was interpolated from observed gravity values.
 PU0019
 PU0019;                    North         East    Units  Estimated Accuracy
 PU0019;SPC SD N     -   125,351.3     406,815.2     MT  (+/- 3 meters HH1 GPS) 
 PU0019
 PU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0137378909(NAD 83)
 PU0019
 PU0019                          SUPERSEDED SURVEY CONTROL
 PU0019
 PU0019  NGVD 29 (??/??/92)  833.498  (m)         2734.57   (f) ADJ UNCH    2 0
 PU0019
 PU0019.Superseded values are not recommended for survey control.
 PU0019
 PU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0019.See file dsdata.pdf to determine how the superseded data were derived.
 PU0019
 PU0019_MARKER: DR = REFERENCE MARK DISK
 PU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0019_STAMPING: LAPO NO 2 1962
 PU0019_MARK LOGO: CGS
 PU0019_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0019+STABILITY: SURFACE MOTION
 PU0019
 PU0019  HISTORY     - Date     Condition        Report By
 PU0019  HISTORY     - 1962     MONUMENTED       CGS
 PU0019  HISTORY     - 1963     GOOD             CGS
 PU0019
 PU0019                          STATION DESCRIPTION
 PU0019
 PU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0019'4.9 MI NE FROM OPAL.
 PU0019'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0019'POST OFFICE AT OPAL, THENCE 2.9 MILES NORTH ALONG A GRAVELED
 PU0019'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, ON THE
 PU0019'CREST OF A SMALL ROUND KNOLL WHICH IS SOUTH OF THE ROAD, 316
 PU0019'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39.7 FEET SOUTH
 PU0019'OF LAPO 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0019'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0392 ***********************************************************************
 QT0392  DESIGNATION -  LARK
 QT0392  PID         -  QT0392
 QT0392  STATE/COUNTY-  SD/PERKINS
 QT0392  COUNTRY     -  US
 QT0392  USGS QUAD   -  BOXCAR BUTTES (2017)
 QT0392
 QT0392                         *CURRENT SURVEY CONTROL
 QT0392  ______________________________________________________________________
 QT0392* NAD 83(1996) POSITION- 45 32 01.59245(N) 102 19 51.36251(W)   ADJUSTED
 QT0392* NAVD 88 ORTHO HEIGHT -   850.432 (meters)     2790.13  (feet) ADJUSTED
 QT0392  ______________________________________________________________________
 QT0392  GEOID HEIGHT    -        -18.467 (meters)                     GEOID18
 QT0392  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 QT0392  DYNAMIC HEIGHT  -        850.302 (meters)     2789.70  (feet) COMP
 QT0392  MODELED GRAVITY -    980,434.5   (mgal)                       NAVD 88
 QT0392
 QT0392  HORZ ORDER      -  SECOND
 QT0392  VERT ORDER      -  FIRST     CLASS II
 QT0392
 QT0392.The horizontal coordinates were established by classical geodetic methods
 QT0392.and adjusted by the National Geodetic Survey in January 1998.
 QT0392
 QT0392.The orthometric height was determined by differential leveling and
 QT0392.adjusted by the NATIONAL GEODETIC SURVEY
 QT0392.in April 2000.
 QT0392
 QT0392.No vertical observational check was made to the station.
 QT0392
 QT0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0392.GEOID18 height accuracy estimate available here.
 QT0392
 QT0392.Click photographs - Photos may exist for this station.
 QT0392
 QT0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0392
 QT0392.The dynamic height is computed by dividing the NAVD 88
 QT0392.geopotential number by the normal gravity value computed on the
 QT0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0392.degrees latitude (g = 980.6199 gals.).
 QT0392
 QT0392.The modeled gravity was interpolated from observed gravity values.
 QT0392
 QT0392. The following values were computed from the NAD 83(1996) position.
 QT0392
 QT0392;                    North         East     Units Scale Factor Converg.
 QT0392;SPC SD N     -   191,582.813   417,957.453   MT  0.99997457   -1 38 58.9
 QT0392;SPC SD N     -   628,551.28  1,371,248.74   sFT  0.99997457   -1 38 58.9
 QT0392;UTM  13      - 5,045,714.296   708,399.564   MT  1.00013399   +1 54 19.8
 QT0392
 QT0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0392!SPC SD N     -   0.99986958  x   0.99997457  =   0.99984416
 QT0392!UTM  13      -   0.99986958  x   1.00013399  =   1.00000356
 QT0392
 QT0392:                Primary Azimuth Mark                     Grid Az
 QT0392:SPC SD N     -  LARK AZ MK                               240 05 54.1
 QT0392:UTM  13      -  LARK AZ MK                               236 32 35.4
 QT0392
 QT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0839945714(NAD 83)
 QT0392
 QT0392|---------------------------------------------------------------------|
 QT0392| PID    Reference Object                     Distance      Geod. Az  |
 QT0392|                                                           dddmmss.s |
 QT0392| AI2552 LARK RM 2                            13.290 METERS 07651     |
 QT0392| AI2550 LARK AZ MK                                         2382655.2 |
 QT0392| QT0394 BISON GRAND ELEC COOP RAD TWR       APPROX.10.6 KM 2625541.5 |
 QT0392| QT0395 BISON MUNICIPAL TANK                APPROX.10.2 KM 2632227.7 |
 QT0392| AI2551 LARK RM 1                            11.882 METERS 35314     |
 QT0392|---------------------------------------------------------------------|
 QT0392
 QT0392                          SUPERSEDED SURVEY CONTROL
 QT0392
 QT0392  NAD 83(1993)-  45 32 01.58360(N)    102 19 51.36043(W) AD(       ) 2
 QT0392  NAD 83(1986)-  45 32 01.58346(N)    102 19 51.36045(W) AD(       ) 2
 QT0392  NAD 27      -  45 32 01.63600(N)    102 19 49.79000(W) AD(       ) 2
 QT0392
 QT0392.Superseded values are not recommended for survey control.
 QT0392
 QT0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0392.See file dsdata.pdf to determine how the superseded data were derived.
 QT0392
 QT0392_MARKER: DS = TRIANGULATION STATION DISK
 QT0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0392_STAMPING: LARK 1952
 QT0392_MARK LOGO: CGS
 QT0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0392+STABILITY: SURFACE MOTION
 QT0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0392+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0392
 QT0392  HISTORY     - Date     Condition        Report By
 QT0392  HISTORY     - 1952     MONUMENTED       CGS
 QT0392  HISTORY     - 19990527 GOOD             NGS
 QT0392
 QT0392                          STATION DESCRIPTION
 QT0392
 QT0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0392'THE STATION IS ABOUT 6-1/2 MILES EAST OF BISON, 5-1/2 MILES
 QT0392'WEST OF MEADOW, 1/4 MILE NORTH OF STATE HIGHWAY 8, IN SECTION
 QT0392'7, T 18 N, R 15 E, AND 10 FEET EAST-NORTHEAST OF A 4 X 4 INCH
 QT0392'WITNESS POST.
 QT0392'
 QT0392'TO REACH THE STATION FROM THE T-INTERSECTION ON STATE HIGHWAY 8
 QT0392'ABOUT 1/2 MILE NORTH OF BISON, GO EAST ON THE HIGHWAY FOR
 QT0392'6.2 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR
 QT0392'0.2 MILE TO A GRADED ROAD RIGHT AND A TRACK ROAD LEFT, TURN LEFT
 QT0392'THROUGH WIRE GATE, TAKE RIGHT FORK, AND GO NORTHEAST ON TRACK
 QT0392'ROAD FOR 0.2 MILE, TURN RIGHT, LEAVING TRACK ROAD, AND GO EAST
 QT0392'FOR 0.05 MILE TO TOP OF HILL AND STATION.
 QT0392'
 QT0392'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0392'LARK 1952.
 QT0392'
 QT0392'REFERENCE MARK 1 PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QT0392'LARK NO 1 1952.
 QT0392'
 QT0392'REFERENCE MARK 2 PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QT0392'LARK NO 2 1952.
 QT0392'
 QT0392'THE AZIMUTH MARK IS 74 FEET NORTH OF THE CENTER OF STATE
 QT0392'HIGHWAY 8, 5 FEET EAST OF A POWER LINE POLE, 5 FEET NORTH
 QT0392'OF A WIRE FENCE, AND 5 FEET EAST-NORTHEAST OF A 4 X 4 INCH
 QT0392'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 QT0392'STAMPED LARK 1952.
 QT0392
 QT0392                          STATION RECOVERY (1999)
 QT0392
 QT0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0392'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 QT0392'BISON, THENCE 10.2 KM (6.35 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QT0392'THENCE 0.15 KM (0.10 MI) NORTHERLY ALONG A TRACK ROAD, THENCE 0.3 KM
 QT0392'(0.20 MI) NORTHEASTERLY ALONG A RIDGE, 13.3 M (43.6 FT) WEST OF
 QT0392'REFERENCE MARK 2, 11.9 M (39.0 FT) SOUTH OF REFERENCE MARK 1, 0.4 M
 QT0392'(1.3 FT) SOUTHWEST OF A METAL GUARD POST, AND THE MONUMENT PROJECTS
 QT0392'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QT0392'PROPERTY OWNED BY SHANE KOLB, 18598 HIGHWAY 20, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2550 ***********************************************************************
 AI2550  DESIGNATION -  LARK AZ MK
 AI2550  PID         -  AI2550
 AI2550  STATE/COUNTY-  SD/PERKINS
 AI2550  COUNTRY     -  US
 AI2550  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI2550
 AI2550                         *CURRENT SURVEY CONTROL
 AI2550  ______________________________________________________________________
 AI2550* NAD 83(1986) POSITION- 45 31 50.     (N) 102 20 17.     (W)   SCALED
 AI2550* NAVD 88 ORTHO HEIGHT -   847.757 (meters)     2781.35  (feet) ADJUSTED
 AI2550  ______________________________________________________________________
 AI2550  GEOID HEIGHT    -        -18.450 (meters)                     GEOID18
 AI2550  DYNAMIC HEIGHT  -        847.627 (meters)     2780.92  (feet) COMP
 AI2550  MODELED GRAVITY -    980,434.0   (mgal)                       NAVD 88
 AI2550
 AI2550  VERT ORDER      -  FIRST     CLASS II
 AI2550
 AI2550.The horizontal coordinates were scaled from a map and have
 AI2550.an estimated accuracy of +/- 6 seconds.
 AI2550
 AI2550.The orthometric height was determined by differential leveling and
 AI2550.adjusted by the NATIONAL GEODETIC SURVEY
 AI2550.in April 2000.
 AI2550
 AI2550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2550.GEOID18 height accuracy estimate available here.
 AI2550
 AI2550.Click photographs - Photos may exist for this station.
 AI2550
 AI2550.The dynamic height is computed by dividing the NAVD 88
 AI2550.geopotential number by the normal gravity value computed on the
 AI2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2550.degrees latitude (g = 980.6199 gals.).
 AI2550
 AI2550.The modeled gravity was interpolated from observed gravity values.
 AI2550
 AI2550;                    North         East    Units  Estimated Accuracy
 AI2550;SPC SD N     -   191,240.      417,390.      MT  (+/- 180 meters Scaled)
 AI2550
 AI2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL078453(NAD 83)
 AI2550
 AI2550                          SUPERSEDED SURVEY CONTROL
 AI2550
 AI2550.No superseded survey control is available for this station.
 AI2550
 AI2550_MARKER: DZ = AZIMUTH MARK DISK
 AI2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2550_STAMPING: LARK 1952
 AI2550_MARK LOGO: CGS
 AI2550_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2550+STABILITY: SURFACE MOTION
 AI2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2550+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2550
 AI2550  HISTORY     - Date     Condition        Report By
 AI2550  HISTORY     - 1952     MONUMENTED       CGS
 AI2550  HISTORY     - 19990527 GOOD             NGS
 AI2550
 AI2550                          STATION DESCRIPTION
 AI2550
 AI2550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2550'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI2550'BISON, THENCE 9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 20, 270.9
 AI2550'M (888.8 FT) WEST OF MILEPOST 89, 23.7 M (77.8 FT) NORTH OF THE
 AI2550'HIGHWAY CENTERLINE, 19.3 M (63.3 FT) EAST OF THE CENTER OF A DRIVEWAY
 AI2550'LEADING TO THE KOLB RESIDENCE, 1.3 M (4.3 FT) NORTH OF A FENCE, 0.3 M
 AI2550'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTHEAST OF A
 AI2550'METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AI2550'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY SHANE
 AI2550'KOLB, 18598 HIGHWAY 20, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2551 ***********************************************************************
 AI2551  DESIGNATION -  LARK RM 1
 AI2551  PID         -  AI2551
 AI2551  STATE/COUNTY-  SD/PERKINS
 AI2551  COUNTRY     -  US
 AI2551  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI2551
 AI2551                         *CURRENT SURVEY CONTROL
 AI2551  ______________________________________________________________________
 AI2551* NAD 83(1986) POSITION- 45 32 01.97   (N) 102 19 51.43   (W)   HD_HELD1
 AI2551* NAVD 88 ORTHO HEIGHT -   850.024 (meters)     2788.79  (feet) ADJUSTED
 AI2551  ______________________________________________________________________
 AI2551  GEOID HEIGHT    -        -18.467 (meters)                     GEOID18
 AI2551  DYNAMIC HEIGHT  -        849.895 (meters)     2788.36  (feet) COMP
 AI2551  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 AI2551
 AI2551  VERT ORDER      -  FIRST     CLASS II
 AI2551
 AI2551.The horizontal coordinates were determined by differentially corrected
 AI2551.hand held GPS observations or other comparable positioning techniques
 AI2551.and have an estimated accuracy of +/- 3 meters.
 AI2551
 AI2551.The orthometric height was determined by differential leveling and
 AI2551.adjusted by the NATIONAL GEODETIC SURVEY
 AI2551.in April 2000.
 AI2551
 AI2551.No vertical observational check was made to the station.
 AI2551
 AI2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2551.GEOID18 height accuracy estimate available here.
 AI2551
 AI2551.Click photographs - Photos may exist for this station.
 AI2551
 AI2551.The dynamic height is computed by dividing the NAVD 88
 AI2551.geopotential number by the normal gravity value computed on the
 AI2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2551.degrees latitude (g = 980.6199 gals.).
 AI2551
 AI2551.The modeled gravity was interpolated from observed gravity values.
 AI2551
 AI2551;                    North         East    Units  Estimated Accuracy
 AI2551;SPC SD N     -   191,594.5     417,956.3     MT  (+/- 3 meters HH1 GPS) 
 AI2551
 AI2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0839745725(NAD 83)
 AI2551
 AI2551                          SUPERSEDED SURVEY CONTROL
 AI2551
 AI2551.No superseded survey control is available for this station.
 AI2551
 AI2551_MARKER: DR = REFERENCE MARK DISK
 AI2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2551_STAMPING: LARK NO 1 1952
 AI2551_MARK LOGO: CGS
 AI2551_PROJECTION: FLUSH
 AI2551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2551+STABILITY: SURFACE MOTION
 AI2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2551+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2551
 AI2551  HISTORY     - Date     Condition        Report By
 AI2551  HISTORY     - 1952     MONUMENTED       CGS
 AI2551  HISTORY     - 19990527 GOOD             NGS
 AI2551
 AI2551                          STATION DESCRIPTION
 AI2551
 AI2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2551'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI2551'BISON, THENCE 10.2 KM (6.35 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI2551'THENCE 0.15 KM (0.10 MI) NORTHERLY ALONG A TRACK ROAD, THENCE 0.3 KM
 AI2551'(0.20 MI) NORTHEASTERLY ALONG A RIDGE, 16.7 M (54.8 FT) NORTHWEST OF
 AI2551'REFERENCE MARK 2, 11.9 M (39.0 FT) NORTH OF THE STATION MARK, AND THE
 AI2551'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI2551'PROPERTY OWNED BY SHANE KOLB, 18598 HIGHWAY 20, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2552 ***********************************************************************
 AI2552  DESIGNATION -  LARK RM 2
 AI2552  PID         -  AI2552
 AI2552  STATE/COUNTY-  SD/PERKINS
 AI2552  COUNTRY     -  US
 AI2552  USGS QUAD   -  BOXCAR BUTTES (2017)
 AI2552
 AI2552                         *CURRENT SURVEY CONTROL
 AI2552  ______________________________________________________________________
 AI2552* NAD 83(1986) POSITION- 45 32 01.69   (N) 102 19 50.77   (W)   HD_HELD1
 AI2552* NAVD 88 ORTHO HEIGHT -   850.357 (meters)     2789.88  (feet) ADJUSTED
 AI2552  ______________________________________________________________________
 AI2552  GEOID HEIGHT    -        -18.467 (meters)                     GEOID18
 AI2552  DYNAMIC HEIGHT  -        850.227 (meters)     2789.45  (feet) COMP
 AI2552  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 AI2552
 AI2552  VERT ORDER      -  FIRST     CLASS II
 AI2552
 AI2552.The horizontal coordinates were determined by differentially corrected
 AI2552.hand held GPS observations or other comparable positioning techniques
 AI2552.and have an estimated accuracy of +/- 3 meters.
 AI2552
 AI2552.The orthometric height was determined by differential leveling and
 AI2552.adjusted by the NATIONAL GEODETIC SURVEY
 AI2552.in April 2000.
 AI2552
 AI2552.No vertical observational check was made to the station.
 AI2552
 AI2552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2552.GEOID18 height accuracy estimate available here.
 AI2552
 AI2552.Click photographs - Photos may exist for this station.
 AI2552
 AI2552.The dynamic height is computed by dividing the NAVD 88
 AI2552.geopotential number by the normal gravity value computed on the
 AI2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2552.degrees latitude (g = 980.6199 gals.).
 AI2552
 AI2552.The modeled gravity was interpolated from observed gravity values.
 AI2552
 AI2552;                    North         East    Units  Estimated Accuracy
 AI2552;SPC SD N     -   191,585.5     417,970.4     MT  (+/- 3 meters HH1 GPS) 
 AI2552
 AI2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0841245717(NAD 83)
 AI2552
 AI2552                          SUPERSEDED SURVEY CONTROL
 AI2552
 AI2552.No superseded survey control is available for this station.
 AI2552
 AI2552_MARKER: DR = REFERENCE MARK DISK
 AI2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2552_STAMPING: LARK NO 2 1952
 AI2552_MARK LOGO: CGS
 AI2552_PROJECTION: FLUSH
 AI2552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2552+STABILITY: SURFACE MOTION
 AI2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2552+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2552
 AI2552  HISTORY     - Date     Condition        Report By
 AI2552  HISTORY     - 1952     MONUMENTED       CGS
 AI2552  HISTORY     - 19990527 GOOD             NGS
 AI2552
 AI2552                          STATION DESCRIPTION
 AI2552
 AI2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2552'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 AI2552'BISON, THENCE 10.2 KM (6.35 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI2552'THENCE 0.15 KM (0.10 MI) NORTHERLY ALONG A TRACK ROAD, THENCE 0.3 KM
 AI2552'(0.20 MI) NORTHEASTERLY ALONG A RIDGE, 16.7 M (54.8 FT) SOUTHEAST OF
 AI2552'REFERENCE MARK 1, 13.3 M (43.6 FT) EAST OF THE STATION MARK, AND THE
 AI2552'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI2552'PROPERTY OWNED BY SHANE KOLB, 18598 HIGHWAY 20, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2028 ***********************************************************************
 PU2028  DESIGNATION -  LARKIN
 PU2028  PID         -  PU2028
 PU2028  STATE/COUNTY-  SD/BUTTE
 PU2028  COUNTRY     -  US
 PU2028  USGS QUAD   -  NISLAND (2017)
 PU2028
 PU2028                         *CURRENT SURVEY CONTROL
 PU2028  ______________________________________________________________________
 PU2028* NAD 83(1986) POSITION- 44 38 58.     (N) 103 35 16.     (W)   SCALED
 PU2028* NAVD 88 ORTHO HEIGHT -   900.343 (meters)     2953.88  (feet) ADJUSTED
 PU2028  ______________________________________________________________________
 PU2028  GEOID HEIGHT    -        -15.852 (meters)                     GEOID18
 PU2028  DYNAMIC HEIGHT  -        900.101 (meters)     2953.08  (feet) COMP
 PU2028  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 PU2028
 PU2028  VERT ORDER      -  SECOND    CLASS 0
 PU2028
 PU2028.The horizontal coordinates were scaled from a map and have
 PU2028.an estimated accuracy of +/- 6 seconds.
 PU2028
 PU2028.The orthometric height was determined by differential leveling and
 PU2028.adjusted by the NATIONAL GEODETIC SURVEY
 PU2028.in June 1991.
 PU2028
 PU2028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2028.GEOID18 height accuracy estimate available here.
 PU2028
 PU2028.Click photographs - Photos may exist for this station.
 PU2028
 PU2028.The dynamic height is computed by dividing the NAVD 88
 PU2028.geopotential number by the normal gravity value computed on the
 PU2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2028.degrees latitude (g = 980.6199 gals.).
 PU2028
 PU2028.The modeled gravity was interpolated from observed gravity values.
 PU2028
 PU2028;                    North         East    Units  Estimated Accuracy
 PU2028;SPC SD N     -    96,990.      315,500.      MT  (+/- 180 meters Scaled)
 PU2028
 PU2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK119449(NAD 83)
 PU2028
 PU2028                          SUPERSEDED SURVEY CONTROL
 PU2028
 PU2028  NGVD 29 (??/??/92)  899.86   (m)         2952.3    (f) COMPUTED    2 0
 PU2028
 PU2028.Superseded values are not recommended for survey control.
 PU2028
 PU2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2028.See file dsdata.pdf to determine how the superseded data were derived.
 PU2028
 PU2028_MARKER: DS = TRIANGULATION STATION DISK
 PU2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2028_STAMPING: LARKIN 1962
 PU2028_MARK LOGO: CGS
 PU2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2028+STABILITY: SURFACE MOTION
 PU2028
 PU2028  HISTORY     - Date     Condition        Report By
 PU2028  HISTORY     - 1962     MONUMENTED       CGS
 PU2028
 PU2028                          STATION DESCRIPTION
 PU2028
 PU2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2028'3.5 MI SW FROM NISLAND.
 PU2028'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2028'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 1.6 MILES WEST
 PU2028'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED
 PU2028'ROAD, 0.1 MILE NORTH OF THE INTERSECTION OF A GRAVELED ROAD, ON
 PU2028'THE TOP OF A SMALL HILL, 30 FEET EAST OF THE CENTER LINE OF THE
 PU2028'ROAD, 27 FEET SOUTH OF THE CENTER OF A WIRE GATE AND A FARM
 PU2028'ROAD, 4 FEET SOUTH OF POWER POLE 7, 3.0 FEET WEST OF A FENCE,
 PU2028'4.2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU2028'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PU2028'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2027 ***********************************************************************
 PU2027  DESIGNATION -  LARKIN RM 1
 PU2027  PID         -  PU2027
 PU2027  STATE/COUNTY-  SD/BUTTE
 PU2027  COUNTRY     -  US
 PU2027  USGS QUAD   -  NISLAND (2017)
 PU2027
 PU2027                         *CURRENT SURVEY CONTROL
 PU2027  ______________________________________________________________________
 PU2027* NAD 83(1986) POSITION- 44 38 58.     (N) 103 35 16.     (W)   SCALED
 PU2027* NAVD 88 ORTHO HEIGHT -   900.373 (meters)     2953.97  (feet) ADJUSTED
 PU2027  ______________________________________________________________________
 PU2027  GEOID HEIGHT    -        -15.852 (meters)                     GEOID18
 PU2027  DYNAMIC HEIGHT  -        900.131 (meters)     2953.18  (feet) COMP
 PU2027  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 PU2027
 PU2027  VERT ORDER      -  SECOND    CLASS 0
 PU2027
 PU2027.The horizontal coordinates were scaled from a map and have
 PU2027.an estimated accuracy of +/- 6 seconds.
 PU2027
 PU2027.The orthometric height was determined by differential leveling and
 PU2027.adjusted by the NATIONAL GEODETIC SURVEY
 PU2027.in June 1991.
 PU2027
 PU2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2027.GEOID18 height accuracy estimate available here.
 PU2027
 PU2027.Click photographs - Photos may exist for this station.
 PU2027
 PU2027.The dynamic height is computed by dividing the NAVD 88
 PU2027.geopotential number by the normal gravity value computed on the
 PU2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2027.degrees latitude (g = 980.6199 gals.).
 PU2027
 PU2027.The modeled gravity was interpolated from observed gravity values.
 PU2027
 PU2027;                    North         East    Units  Estimated Accuracy
 PU2027;SPC SD N     -    96,990.      315,500.      MT  (+/- 180 meters Scaled)
 PU2027
 PU2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK119449(NAD 83)
 PU2027
 PU2027                          SUPERSEDED SURVEY CONTROL
 PU2027
 PU2027  NGVD 29 (??/??/92)  899.89   (m)         2952.4    (f) COMPUTED    2 0
 PU2027
 PU2027.Superseded values are not recommended for survey control.
 PU2027
 PU2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2027.See file dsdata.pdf to determine how the superseded data were derived.
 PU2027
 PU2027_MARKER: DR = REFERENCE MARK DISK
 PU2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2027_STAMPING: LARKIN NO 1 1962
 PU2027_MARK LOGO: CGS
 PU2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2027+STABILITY: SURFACE MOTION
 PU2027
 PU2027  HISTORY     - Date     Condition        Report By
 PU2027  HISTORY     - 1962     MONUMENTED       CGS
 PU2027
 PU2027                          STATION DESCRIPTION
 PU2027
 PU2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2027'3.5 MI SW FROM NISLAND.
 PU2027'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2027'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 1.6 MILES WEST
 PU2027'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED
 PU2027'ROAD, 0.1 MILE NORTH OF THE INTERSECTION OF A GRAVELED ROAD,
 PU2027'31 FEET EAST OF THE CENTER LINE OF THE ROAD, 58.5 FEET SOUTH
 PU2027'OF THE STATION, 63 FEET SOUTH OF POWER POLE 7, 1.0 FOOT WEST
 PU2027'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU2027'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2029 ***********************************************************************
 PU2029  DESIGNATION -  LARKIN RM 2
 PU2029  PID         -  PU2029
 PU2029  STATE/COUNTY-  SD/BUTTE
 PU2029  COUNTRY     -  US
 PU2029  USGS QUAD   -  NISLAND (2017)
 PU2029
 PU2029                         *CURRENT SURVEY CONTROL
 PU2029  ______________________________________________________________________
 PU2029* NAD 83(1986) POSITION- 44 38 58.     (N) 103 35 17.     (W)   SCALED
 PU2029* NAVD 88 ORTHO HEIGHT -   900.248 (meters)     2953.56  (feet) ADJUSTED
 PU2029  ______________________________________________________________________
 PU2029  GEOID HEIGHT    -        -15.852 (meters)                     GEOID18
 PU2029  DYNAMIC HEIGHT  -        900.006 (meters)     2952.77  (feet) COMP
 PU2029  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 PU2029
 PU2029  VERT ORDER      -  SECOND    CLASS 0
 PU2029
 PU2029.The horizontal coordinates were scaled from a map and have
 PU2029.an estimated accuracy of +/- 6 seconds.
 PU2029
 PU2029.The orthometric height was determined by differential leveling and
 PU2029.adjusted by the NATIONAL GEODETIC SURVEY
 PU2029.in June 1991.
 PU2029
 PU2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2029.GEOID18 height accuracy estimate available here.
 PU2029
 PU2029.Click photographs - Photos may exist for this station.
 PU2029
 PU2029.The dynamic height is computed by dividing the NAVD 88
 PU2029.geopotential number by the normal gravity value computed on the
 PU2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2029.degrees latitude (g = 980.6199 gals.).
 PU2029
 PU2029.The modeled gravity was interpolated from observed gravity values.
 PU2029
 PU2029;                    North         East    Units  Estimated Accuracy
 PU2029;SPC SD N     -    96,990.      315,480.      MT  (+/- 180 meters Scaled)
 PU2029
 PU2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK119449(NAD 83)
 PU2029
 PU2029                          SUPERSEDED SURVEY CONTROL
 PU2029
 PU2029  NGVD 29 (??/??/92)  899.76   (m)         2952.0    (f) COMPUTED    2 0
 PU2029
 PU2029.Superseded values are not recommended for survey control.
 PU2029
 PU2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2029.See file dsdata.pdf to determine how the superseded data were derived.
 PU2029
 PU2029_MARKER: DR = REFERENCE MARK DISK
 PU2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2029_STAMPING: LARKIN NO 2 1962
 PU2029_MARK LOGO: CGS
 PU2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2029+STABILITY: SURFACE MOTION
 PU2029
 PU2029  HISTORY     - Date     Condition        Report By
 PU2029  HISTORY     - 1962     MONUMENTED       CGS
 PU2029
 PU2029                          STATION DESCRIPTION
 PU2029
 PU2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2029'3.5 MI SW FROM NISLAND.
 PU2029'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2029'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 1.6 MILES WEST
 PU2029'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED
 PU2029'ROAD, 0.1 MILE NORTH OF THE INTERSECTION OF A GRAVELED ROAD,
 PU2029'30 FEET WEST OF THE CENTER LINE OF THE ROAD, 58.0 FEET WEST AND
 PU2029'ACROSS THE ROAD FROM THE STATION, 4 FEET SOUTH OF TELEPHONE POLE
 PU2029'8, 0.5 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND
 PU2029'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 PU2029'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1009 ***********************************************************************
 PR1009  DESIGNATION -  LARRY
 PR1009  PID         -  PR1009
 PR1009  STATE/COUNTY-  SD/HAMLIN
 PR1009  COUNTRY     -  US
 PR1009  USGS QUAD   -  ESTELLINE (2017)
 PR1009
 PR1009                         *CURRENT SURVEY CONTROL
 PR1009  ______________________________________________________________________
 PR1009* NAD 83(1996) POSITION- 44 33 51.69160(N) 096 57 56.70500(W)   ADJUSTED
 PR1009* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 PR1009  ______________________________________________________________________
 PR1009  GEOID HEIGHT    -        -24.921 (meters)                     GEOID18
 PR1009  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 PR1009  HORZ ORDER      -  SECOND
 PR1009
 PR1009.The horizontal coordinates were established by classical geodetic methods
 PR1009.and adjusted by the National Geodetic Survey in January 1998.
 PR1009
 PR1009.The orthometric height was scaled from a topographic map.
 PR1009
 PR1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1009.GEOID18 height accuracy estimate available here.
 PR1009
 PR1009.Click photographs - Photos may exist for this station.
 PR1009
 PR1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1009
 PR1009. The following values were computed from the NAD 83(1996) position.
 PR1009
 PR1009;                    North         East     Units Scale Factor Converg.
 PR1009;SPC SD N     -    85,749.816   840,984.390   MT  0.99997498   +2 08 50.8
 PR1009;SPC SD N     -   281,330.85  2,759,129.62   sFT  0.99997498   +2 08 50.8
 PR1009;UTM  14      - 4,936,570.757   661,540.753   MT  0.99992092   +1 25 39.9
 PR1009
 PR1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1009!SPC SD N     -   0.99992124  x   0.99997498  =   0.99989622
 PR1009!UTM  14      -   0.99992124  x   0.99992092  =   0.99984217
 PR1009
 PR1009:                Primary Azimuth Mark                     Grid Az
 PR1009:SPC SD N     -  TORONTO MUNICIPAL TANK                   085 47 49.8
 PR1009:UTM  14      -  TORONTO MUNICIPAL TANK                   086 31 00.7
 PR1009
 PR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6154036570(NAD 83)
 PR1009
 PR1009|---------------------------------------------------------------------|
 PR1009| PID    Reference Object                     Distance      Geod. Az  |
 PR1009|                                                           dddmmss.s |
 PR1009| CO9153 LARRY RM 2                           20.756 METERS 00438     |
 PR1009| PR0999 TORONTO MUNICIPAL TANK              APPROX.25.7 KM 0875640.6 |
 PR1009| CO9152 LARRY RM 1                           31.112 METERS 18525     |
 PR1009|---------------------------------------------------------------------|
 PR1009
 PR1009                          SUPERSEDED SURVEY CONTROL
 PR1009
 PR1009  NAD 83(1986)-  44 33 51.68771(N)    096 57 56.68196(W) AD(       ) 2
 PR1009  NAD 27      -  44 33 51.81112(N)    096 57 55.45376(W) AD(       ) 2
 PR1009
 PR1009.Superseded values are not recommended for survey control.
 PR1009
 PR1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1009.See file dsdata.pdf to determine how the superseded data were derived.
 PR1009
 PR1009_MARKER: DD = SURVEY DISK
 PR1009_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR1009+WITH SETTING: INFORMATION.
 PR1009_STAMPING: ET LARRY 1968
 PR1009_MARK LOGO: USGS
 PR1009_PROJECTION: FLUSH
 PR1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1009
 PR1009  HISTORY     - Date     Condition        Report By
 PR1009  HISTORY     - 1968     MONUMENTED       USGS
 PR1009
 PR1009                          STATION DESCRIPTION
 PR1009
 PR1009'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LLA)
 PR1009'STATION IS LOCATED ABOUT 0.75 MI S. AND 3.4 MI W. OF TOWN OF
 PR1009'ESTELLINE, ALONG W. EDGE OF SW 1/4 OF SEC. 28, T. 113 N.,
 PR1009'R. 51 W.
 PR1009'
 PR1009'TO REACH FROM RR. CROSSING AT STATE HWY. 28 AT W. EDGE OF
 PR1009'ESTELLINE, GO W. 3.3 MI ALONG STATE HWY. 28 TO CROSSROADS,
 PR1009'TURN LEFT (S.) AND GO 0.6 MI TO STATION ON LEFT (E.).
 PR1009'
 PR1009'STATION IS 32.9 FT E. OF N.-S. RD., 13.0 FT N. OF FIELD
 PR1009'ENTRANCE E., 2.1 FT S. OF USGS WITNESS POST AND IS STAMPED
 PR1009'ET LARRY 1968.
 PR1009'
 PR1009'REFERENCE MARK NO. 1 IS 32.1 FT E. OF N.-S. RD. AND 1.3
 PR1009'FT W. OF E. RIGHT-OF-WAY FENCE AND IS STAMPED LARRY NO. 1
 PR1009'1968.
 PR1009'
 PR1009'REFERENCE MARK NO. 2 IS 31.9 FT E. OF N.-S. RD. AND 1.8 FT
 PR1009'W. OF E. RIGHT-OF-WAY FENCE AND IS STAMPED LARRY NO. 2 1968.
 PR1009'
 PR1009'NO AZIMUTH MARK WAS SET.  STATIONS ET BILL, STONE, KNOB, AND
 PR1009'CLOSE ARE GROUND VISIBLE.  DIRECTION WAS OBSERVED TO TORONTO
 PR1009'MWT.
 PR1009'
 PR1009'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR1009'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DRAIN TILE
 PR1009'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0165 ***********************************************************************
 OQ0165  DESIGNATION -  LARSON
 OQ0165  PID         -  OQ0165
 OQ0165  STATE/COUNTY-  SD/LINCOLN
 OQ0165  COUNTRY     -  US
 OQ0165  USGS QUAD   -  CANTON SW (2017)
 OQ0165
 OQ0165                         *CURRENT SURVEY CONTROL
 OQ0165  ______________________________________________________________________
 OQ0165* NAD 83(1996) POSITION- 43 22 24.93727(N) 096 39 35.02219(W)   ADJUSTED
 OQ0165* NAVD 88 ORTHO HEIGHT -   431.442 (meters)     1415.49  (feet) ADJUSTED
 OQ0165  ______________________________________________________________________
 OQ0165  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 OQ0165  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 OQ0165  DYNAMIC HEIGHT  -        431.325 (meters)     1415.11  (feet) COMP
 OQ0165  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 OQ0165
 OQ0165  HORZ ORDER      -  FIRST
 OQ0165  VERT ORDER      -  FIRST     CLASS II
 OQ0165
 OQ0165.The horizontal coordinates were established by classical geodetic methods
 OQ0165.and adjusted by the National Geodetic Survey in January 1998.
 OQ0165
 OQ0165.The orthometric height was determined by differential leveling and
 OQ0165.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0165.in June 1991.
 OQ0165
 OQ0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0165.GEOID18 height accuracy estimate available here.
 OQ0165
 OQ0165.Click photographs - Photos may exist for this station.
 OQ0165
 OQ0165.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0165
 OQ0165.The dynamic height is computed by dividing the NAVD 88
 OQ0165.geopotential number by the normal gravity value computed on the
 OQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0165.degrees latitude (g = 980.6199 gals.).
 OQ0165
 OQ0165.The modeled gravity was interpolated from observed gravity values.
 OQ0165
 OQ0165. The following values were computed from the NAD 83(1996) position.
 OQ0165
 OQ0165;                    North         East     Units Scale Factor Converg.
 OQ0165;SPC SD S     -   122,146.183   897,605.987   MT  0.99991595   +2 32 03.3
 OQ0165;SPC SD S     -   400,741.27  2,944,895.64   sFT  0.99991595   +2 32 03.3
 OQ0165;UTM  14      - 4,804,963.002   689,595.006   MT  1.00004219   +1 36 27.6
 OQ0165
 OQ0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0165!SPC SD S     -   0.99993649  x   0.99991595  =   0.99985245
 OQ0165!UTM  14      -   0.99993649  x   1.00004219  =   0.99997868
 OQ0165
 OQ0165:                Primary Azimuth Mark                     Grid Az
 OQ0165:SPC SD S     -  LARSON AZ MK                             094 18 47.7
 OQ0165:UTM  14      -  LARSON AZ MK                             095 14 23.4
 OQ0165
 OQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8959504963(NAD 83)
 OQ0165
 OQ0165|---------------------------------------------------------------------|
 OQ0165| PID    Reference Object                     Distance      Geod. Az  |
 OQ0165|                                                           dddmmss.s |
 OQ0165| OQ0163 LARSON AZ MK                                       0965051.0 |
 OQ0165| OQ0627 OUR SAVIORS LUTH CH STEEPLE         APPROX.14.2 KM 0985653.7 |
 OQ0165| OQ0164 LARSON RM 1                          41.425 METERS 12434     |
 OQ0165| OQ0711 CANTON STANDPIPE                    APPROX. 9.5 KM 1393942.4 |
 OQ0165| OQ0166 LARSON RM 2                          44.050 METERS 23815     |
 OQ0165| OQ0755 LENNOX TANK                         APPROX.19.0 KM 2633215.9 |
 OQ0165| OQ0720 HARRISBURG TANK                     APPROX. 7.1 KM 3333039.5 |
 OQ0165| OQ0723 OMAHA BISMARCK AIRWAY BCN 15        APPROX. 6.1 KM 3380952.3 |
 OQ0165|---------------------------------------------------------------------|
 OQ0165
 OQ0165                          SUPERSEDED SURVEY CONTROL
 OQ0165
 OQ0165  NAD 83(1995)-  43 22 24.93791(N)    096 39 35.01697(W) AD(       ) 1
 OQ0165  NAD 83(1986)-  43 22 24.94086(N)    096 39 35.00721(W) AD(       ) 1
 OQ0165  NAD 27      -  43 22 25.01300(N)    096 39 33.83000(W) AD(       ) 1
 OQ0165  NGVD 29 (??/??/92)  431.188  (m)         1414.66   (f) ADJ UNCH    1 2
 OQ0165  NGVD 29             431.19   (m)         1414.7    (f) LEVELING    3  
 OQ0165
 OQ0165.Superseded values are not recommended for survey control.
 OQ0165
 OQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0165.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0165
 OQ0165_MARKER: DS = TRIANGULATION STATION DISK
 OQ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0165_STAMPING: LARSON 1935
 OQ0165_MARK LOGO: CGS
 OQ0165_PROJECTION: RECESSED 46 CENTIMETERS
 OQ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0165+STABILITY: SURFACE MOTION
 OQ0165
 OQ0165  HISTORY     - Date     Condition        Report By
 OQ0165  HISTORY     - 1935     MONUMENTED       CGS
 OQ0165  HISTORY     - 1949     GOOD             CGS
 OQ0165  HISTORY     - 1949     GOOD             CGS
 OQ0165  HISTORY     - 20110331 MARK NOT FOUND   INDIV
 OQ0165
 OQ0165                          STATION DESCRIPTION
 OQ0165
 OQ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0165'STATION IS LOCATED ABOUT 100 YARDS WEST OF THE SOUTHWEST
 OQ0165'CORNER OF THE SOUTHWEST QUARTER SEC. 20, T. 99 N., R. 49 W.,
 OQ0165'ABOUT 4.0 MILES WEST AND 5.0 MILES NORTH OF CANTON, 5-1/2
 OQ0165'MILES EAST AND 3.0 MILES NORTH OF WORTHING, ON FARM OF OLAUS
 OQ0165'LARSON.
 OQ0165'
 OQ0165'STATION IS REACHED FROM INTERSECTION OF U.S. HIGHWAYS 16 AND
 OQ0165'77 IN SIOUX FALLS BY GOING SOUTH ON U.S. HIGHWAY 77 FOR 12
 OQ0165'MILES TO CROSSROADS.  LEAVE U.S. HIGHWAY 77, GO LEFT (EAST)
 OQ0165'ON DIRT SECTION-LINE ROAD FOR 3.40 MILES TO STATION.  MARK IS
 OQ0165'SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 OQ0165'
 OQ0165'REFERENCE MARK NO. 1 IS LOCATED 136.03 FEET SOUTHEAST OF
 OQ0165'STATION, IN SOUTH RIGHT-OF-WAY FENCE ON SOUTH OF EAST-WEST
 OQ0165'SECTION-LINE ROAD.
 OQ0165'
 OQ0165'REFERENCE MARK NO. 2 IS LOCATED 144.0 FEET SOUTHWEST OF STATION,
 OQ0165'IN SOUTH RIGHT-OF-WAY FENCE ON SOUTH OF EAST-WEST SECTION-LINE ROAD.
 OQ0165'
 OQ0165'AZIMUTH MARK IS LOCATED 0.6 MILE EAST OF STATION IN RIGHT-OF-WAY
 OQ0165'FENCE CORNER, ON RIGHT (WEST) OF GRAVEL HIGHWAY JUST TO SOUTH
 OQ0165'OF RAILROAD.
 OQ0165'
 OQ0165'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OQ0165
 OQ0165                          STATION RECOVERY (1949)
 OQ0165
 OQ0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0165'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 OQ0165'CONDITION.  THE 1949 DISTANCE TO THE REFERENCE MARKS DID NOT
 OQ0165'CHECK WITH THE 1935 AND THE DIRECTION TO THE AZIMUTH MARK AND
 OQ0165'REFERENCE MARK NO. 1 DID NOT CHECK WITH THE 1935.
 OQ0165'
 OQ0165'A NEW DESCRIPTION FOLLOWS.
 OQ0165'
 OQ0165'THE STATION IS LOCATED ABOUT 5.5 MILES EAST AND 3.0 MILES
 OQ0165'NORTH OF WORTHING, 5.0 MILES NORTH AND 4.0 MILES WEST OF CANTON,
 OQ0165'ON LAND OWNED BY MR. LARSON.  IT IS 44 FEET NORTH OF THE
 OQ0165'CENTERLINE OF THE ROAD AND 9 FEET NORTH OF A WITNESS POST.
 OQ0165'THE MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND
 OQ0165'AND THE DISK IS STAMPED LARSON 1935.
 OQ0165'
 OQ0165'REFERENCE MARK NO. 1 IS 135.91 FEET SOUTHEAST OF THE STATION,
 OQ0165'34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A
 OQ0165'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OQ0165'LARSON NO 1 1935.
 OQ0165'
 OQ0165'REFERENCE MARK NO. 2 IS 144.52 FEET SOUTHWEST OF THE STATION,
 OQ0165'34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST
 OQ0165'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 OQ0165'STAMPED LARSON NO 2 1935.
 OQ0165'
 OQ0165'AZIMUTH MARK IS ABOUT 0.6 MILE EAST-SOUTHEAST OF THE STATION,
 OQ0165'37 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A
 OQ0165'WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.  THE MARK
 OQ0165'PROJECTS 4 INCHES AND THE DISK IS STAMPED LARSON 1935.
 OQ0165'
 OQ0165'TO REACH FROM INTERSECTION OF HIGHWAYS 16 AND 77 IN SIOUX
 OQ0165'FALLS, GO SOUTH ON HIGHWAY 77 FOR 12.1 MILES TO CROSSROADS AND
 OQ0165'SCHOOL HOUSE ON THE RIGHT, TURN LEFT (EAST) FOR 3.4 MILES
 OQ0165'TO THE STATION ON THE LEFT.
 OQ0165'
 OQ0165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.55
 OQ0165'MILE TO CROSSROADS, TURN RIGHT (SOUTH) 0.05 MILE TO THE
 OQ0165'MARK ON THE RIGHT JUST SOUTH OF RAILROAD TRACK.
 OQ0165'
 OQ0165'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE SET IN CONCRETE.
 OQ0165'
 OQ0165'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OQ0165
 OQ0165                          STATION RECOVERY (1949)
 OQ0165
 OQ0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0165'5.1 MI SE FROM HARRISBURG.
 OQ0165'4.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0165'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG,
 OQ0165'THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, 144.0 FEET NORTHEAST
 OQ0165'OF LARSON R.M. 2, 136.3 FEET NORTHWEST OF LARSON R.M. 1, 41.0
 OQ0165'FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.2 FEET NORTH
 OQ0165'OF A FENCE, 9.7 FEET NORTH OF A REFERENCE POST, AND SET IN
 OQ0165'THE TOP OF A CONCRETE POST WHICH IS 1.2 FEET BELOW THE SURFACE
 OQ0165'OF THE GROUND.
 OQ0165
 OQ0165                          STATION RECOVERY (2011)
 OQ0165
 OQ0165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0163 ***********************************************************************
 OQ0163  DESIGNATION -  LARSON AZ MK
 OQ0163  PID         -  OQ0163
 OQ0163  STATE/COUNTY-  SD/LINCOLN
 OQ0163  COUNTRY     -  US
 OQ0163  USGS QUAD   -  CANTON SW (2017)
 OQ0163
 OQ0163                         *CURRENT SURVEY CONTROL
 OQ0163  ______________________________________________________________________
 OQ0163* NAD 83(1986) POSITION- 43 22 21.     (N) 096 38 54.     (W)   SCALED
 OQ0163* NAVD 88 ORTHO HEIGHT -   431.422 (meters)     1415.42  (feet) ADJUSTED
 OQ0163  ______________________________________________________________________
 OQ0163  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 OQ0163  DYNAMIC HEIGHT  -        431.306 (meters)     1415.04  (feet) COMP
 OQ0163  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 OQ0163
 OQ0163  VERT ORDER      -  FIRST     CLASS II
 OQ0163
 OQ0163.The horizontal coordinates were scaled from a map and have
 OQ0163.an estimated accuracy of +/- 6 seconds.
 OQ0163
 OQ0163.The orthometric height was determined by differential leveling and
 OQ0163.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0163.in June 1991.
 OQ0163
 OQ0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0163.GEOID18 height accuracy estimate available here.
 OQ0163
 OQ0163.Click photographs - Photos may exist for this station.
 OQ0163
 OQ0163.The dynamic height is computed by dividing the NAVD 88
 OQ0163.geopotential number by the normal gravity value computed on the
 OQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0163.degrees latitude (g = 980.6199 gals.).
 OQ0163
 OQ0163.The modeled gravity was interpolated from observed gravity values.
 OQ0163
 OQ0163;                    North         East    Units  Estimated Accuracy
 OQ0163;SPC SD S     -   122,070.      898,530.      MT  (+/- 180 meters Scaled)
 OQ0163
 OQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP905048(NAD 83)
 OQ0163
 OQ0163                          SUPERSEDED SURVEY CONTROL
 OQ0163
 OQ0163  NGVD 29 (??/??/92)  431.168  (m)         1414.59   (f) ADJ UNCH    1 2
 OQ0163
 OQ0163.Superseded values are not recommended for survey control.
 OQ0163
 OQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0163.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0163
 OQ0163_MARKER: DZ = AZIMUTH MARK DISK
 OQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0163_STAMPING: LARSON 1935
 OQ0163_MARK LOGO: CGS
 OQ0163_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0163+STABILITY: SURFACE MOTION
 OQ0163
 OQ0163  HISTORY     - Date     Condition        Report By
 OQ0163  HISTORY     - 1935     MONUMENTED       CGS
 OQ0163  HISTORY     - 1949     GOOD             CGS
 OQ0163  HISTORY     - 20110331 MARK NOT FOUND   INDIV
 OQ0163
 OQ0163                          STATION DESCRIPTION
 OQ0163
 OQ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0163'4.7 MI SE FROM HARRISBURG.
 OQ0163'4.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0163'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, 0.1
 OQ0163'MILE NORTHWEST OF BENCH MARK N 326, 50.0 FEET SOUTHWEST OF THE
 OQ0163'SOUTHWEST RAIL, 40.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OQ0163'1.4 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER POST, 3.0 FEET
 OQ0163'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 OQ0163'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OQ0163
 OQ0163                          STATION RECOVERY (2011)
 OQ0163
 OQ0163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB7642 ***********************************************************************
 AB7642  DESIGNATION -  LARSON AZ MK RESET
 AB7642  PID         -  AB7642
 AB7642  STATE/COUNTY-  SD/KINGSBURY
 AB7642  COUNTRY     -  US
 AB7642  USGS QUAD   -  ARLINGTON (2017)
 AB7642
 AB7642                         *CURRENT SURVEY CONTROL
 AB7642  ______________________________________________________________________
 AB7642* NAD 83(1986) POSITION- 44 22 00.     (N) 097 10 08.     (W)   SCALED
 AB7642* NAVD 88 ORTHO HEIGHT -   556.561 (meters)     1825.98  (feet) ADJUSTED
 AB7642  ______________________________________________________________________
 AB7642  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 AB7642  DYNAMIC HEIGHT  -        556.454 (meters)     1825.63  (feet) COMP
 AB7642  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 AB7642
 AB7642  VERT ORDER      -  FIRST     CLASS II
 AB7642
 AB7642.The horizontal coordinates were scaled from a map and have
 AB7642.an estimated accuracy of +/- 6 seconds.
 AB7642
 AB7642.The orthometric height was determined by differential leveling and
 AB7642.adjusted by the NATIONAL GEODETIC SURVEY
 AB7642.in October 1997.
 AB7642
 AB7642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7642.GEOID18 height accuracy estimate available here.
 AB7642
 AB7642.Click photographs - Photos may exist for this station.
 AB7642
 AB7642.The dynamic height is computed by dividing the NAVD 88
 AB7642.geopotential number by the normal gravity value computed on the
 AB7642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7642.degrees latitude (g = 980.6199 gals.).
 AB7642
 AB7642.The modeled gravity was interpolated from observed gravity values.
 AB7642
 AB7642;                    North         East    Units  Estimated Accuracy
 AB7642;SPC SD N     -    63,210.      825,630.      MT  (+/- 180 meters Scaled)
 AB7642
 AB7642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ459142(NAD 83)
 AB7642
 AB7642                          SUPERSEDED SURVEY CONTROL
 AB7642
 AB7642.No superseded survey control is available for this station.
 AB7642
 AB7642_MARKER: DZ = AZIMUTH MARK DISK
 AB7642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7642_STAMPING: LARSON 1903 1971
 AB7642_MARK LOGO: CGS
 AB7642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7642+STABILITY: SURFACE MOTION
 AB7642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7642+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AB7642
 AB7642  HISTORY     - Date     Condition        Report By
 AB7642  HISTORY     - 1971     MONUMENTED       NGS
 AB7642  HISTORY     - 19940921 GOOD             NGS
 AB7642
 AB7642                          STATION DESCRIPTION
 AB7642
 AB7642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB7642'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB7642'IN ARLINGTON, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB7642'THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A PAVED COUNTY ROAD, 33.7 M
 AB7642'(110.6 FT) SOUTH OF THE MOST SOUTHERLY OF 2 DRIVEWAYS, 1.1 M (3.6 FT)
 AB7642'NORTH OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.5 M
 AB7642'(1.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.04 M
 AB7642'(0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0865 ***********************************************************************
 PR0865  DESIGNATION -  LARSON RESET
 PR0865  PID         -  PR0865
 PR0865  STATE/COUNTY-  SD/KINGSBURY
 PR0865  COUNTRY     -  US
 PR0865  USGS QUAD   -  ARLINGTON (2017)
 PR0865
 PR0865                         *CURRENT SURVEY CONTROL
 PR0865  ______________________________________________________________________
 PR0865* NAD 83(1996) POSITION- 44 22 24.14033(N) 097 10 09.17591(W)   ADJUSTED
 PR0865* NAVD 88 ORTHO HEIGHT -   560.8   (meters)     1840.    (feet) VERTCON3
 PR0865  ______________________________________________________________________
 PR0865  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 PR0865  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 PR0865  HORZ ORDER      -  FIRST
 PR0865
 PR0865.The horizontal coordinates were established by classical geodetic methods
 PR0865.and adjusted by the National Geodetic Survey in January 1998.
 PR0865
 PR0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0865
 PR0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0865.GEOID18 height accuracy estimate available here.
 PR0865
 PR0865.Click photographs - Photos may exist for this station.
 PR0865
 PR0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0865
 PR0865. The following values were computed from the NAD 83(1996) position.
 PR0865
 PR0865;                    North         East     Units Scale Factor Converg.
 PR0865;SPC SD N     -    63,954.940   825,573.731   MT  1.00000858   +2 00 12.4
 PR0865;SPC SD N     -   209,825.50  2,708,569.82   sFT  1.00000858   +2 00 12.4
 PR0865;UTM  14      - 4,914,973.792   645,858.486   MT  0.99986164   +1 16 50.0
 PR0865
 PR0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0865!SPC SD N     -   0.99991601  x   1.00000858  =   0.99992459
 PR0865!UTM  14      -   0.99991601  x   0.99986164  =   0.99977767
 PR0865
 PR0865:                Primary Azimuth Mark                     Grid Az
 PR0865:SPC SD N     -  LARSON AZ MK RESET                       176 24 34.2
 PR0865:UTM  14      -  LARSON AZ MK RESET                       177 07 56.6
 PR0865
 PR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4585814973(NAD 83)
 PR0865
 PR0865|---------------------------------------------------------------------|
 PR0865| PID    Reference Object                     Distance      Geod. Az  |
 PR0865|                                                           dddmmss.s |
 PR0865| PR0861 ARLINGTON MUNICIPAL TANK            APPROX. 3.0 KM 1132050.4 |
 PR0865| PR0864 ARLINGTON METH CH SQUARE SPIRE      APPROX. 2.9 KM 1135257.5 |
 PR0865| PR0867 ARLINGTON BAP CH SPIRE              APPROX. 2.8 KM 1142129.6 |
 PR0865| PR0866 ARLINGTON CHRISTIAN CH SPIRE        APPROX. 2.9 KM 1152509.5 |
 PR0865| AB7642 LARSON AZ MK RESET                                 1782446.6 |
 PR0865| CO5829 LARSON RM                                          17911     |
 PR0865| AB7518 LARSON RM 2                          15.954 METERS 18743     |
 PR0865| PR0883 OLDHAM HIGH SPIRE SQUARE BASE       APPROX.19.8 KM 2143341.2 |
 PR0865| PR0868 ROUND CHURCH SPIRE                  APPROX. 7.7 KM 2182914.9 |
 PR0865| PR0897 LAKE PRESTON CONG CH SPIRE          APPROX.16.5 KM 2655117.1 |
 PR0865| PR0900 ERWIN METHODIST CHURCH SPIRE        APPROX.25.2 KM 2994751.1 |
 PR0865| PR0894 LARGE CH SPIRE 15 MI BROCK          APPROX.13.5 KM 3032335.3 |
 PR0865| PR0899 DANISH LUTHERAN CHURCH SPIRE        APPROX.21.6 KM 3045723.9 |
 PR0865| PR0863 ARL                                 140.873 METERS 35840     |
 PR0865|---------------------------------------------------------------------|
 PR0865
 PR0865                          SUPERSEDED SURVEY CONTROL
 PR0865
 PR0865  NAD 83(1986)-  44 22 24.13707(N)    097 10 09.15063(W) AD(       ) 1
 PR0865  NAD 27      -  44 22 24.24700(N)    097 10 07.90600(W) AD(       ) 1
 PR0865  USSD        -  44 22 24.41800(N)    097 10 08.34200(W) AD(       ) 3
 PR0865  NGVD 29 (07/19/86)  560.5    (m)         1839.     (f) VERT ANG       
 PR0865
 PR0865.Superseded values are not recommended for survey control.
 PR0865
 PR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0865.See file dsdata.pdf to determine how the superseded data were derived.
 PR0865
 PR0865_MARKER: DS = TRIANGULATION STATION DISK
 PR0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0865_STAMPING: LARSON 1903 1971
 PR0865_MARK LOGO: CGS
 PR0865_PROJECTION: FLUSH
 PR0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0865+STABILITY: SURFACE MOTION
 PR0865
 PR0865  HISTORY     - Date     Condition        Report By
 PR0865  HISTORY     - 1971     MONUMENTED       NGS
 PR0865  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PR0865  HISTORY     - 19940921 MARK NOT FOUND   NGS
 PR0865
 PR0865                          STATION DESCRIPTION
 PR0865
 PR0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PR0865'THE STATION MARK IS BELIEVED TO HAVE BEEN DESTROYED DURING
 PR0865'ROAD IMPROVEMENTS AS PREVIOUSLY REPORTED.  THE MARK WAS SEARCHED
 PR0865'FOR USING AN INVERSE COMPUTATION FROM USGS TRAVERSE STATION
 PR0865'ET ARL.  AT THE POINT MEASURED TO ON THE SHOULDER OF THE ROAD,
 PR0865'A USGS BENCH MARK STAMPED 1940 2030 TT 12 B, IMBEDDED IN A
 PR0865'PRECAST CONCRETE POST, WAS FOUND SET BOTTOM SIDE UP AND 12
 PR0865'INCHES BELOW GROUND SURFACE.  THE MARK WAS DUG UP, BUT AN
 PR0865'UNDERGROUND STATION MARK WAS NOT FOUND, HOWEVER THERE WAS
 PR0865'A CIRCULAR SPOT OF BLACK SOIL ABOUT 5-INCHES IN DIAMETER OVER
 PR0865'WHICH THE INVERTED BENCH MARK HAD BEEN SET.  THE CENTER OF
 PR0865'THE ASSUMED UNDERGROUND STATION MARK WAS HELD AND AN
 PR0865'UNDERGROUND AND SURFACE STATION MARK WERE SET.  A TRAVERSE OF
 PR0865'140.8718 METERS WAS MEASURED TO STATION ET ARL, CHECKING
 PR0865'AGAINST THE INVERSE COMPUTATION OF 140.97 METERS.  THE
 PR0865'REFERENCE MARK WAS REPORTED DESTROYED IN 1934.  REFERENCE
 PR0865'MARK NO. 2 AND AN AZIMUTH MARK WERE SET.
 PR0865'
 PR0865'A NEW DESCRIPTION FOLLOWS--
 PR0865'
 PR0865'THE STATION IS LOCATED IN THE SE 1/4 OF SEC. 34, T 111 N,
 PR0865'R 53 W, ABOUT 2 MILES WEST AND 1/2 MILE NORTH OF ARLINGTON,
 PR0865'ON THE WEST SHOULDER OF A GRAVELED COUNTY ROAD, ABOUT 0.3
 PR0865'MILE NORTH OF U.S. HIGHWAY 14.
 PR0865'
 PR0865'THE STATION MARK IS A STANDARD DISK STAMPED LARSON 1903 1971, SET
 PR0865'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 PR0865'23 FEET WEST OF THE CENTER OF THE ROAD, AND 2.5 FEET EAST OF A
 PR0865'METAL WITNESS POST.
 PR0865'
 PR0865'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LARSON 1903
 PR0865'NO 2 1971, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 PR0865'GROUND.  IT IS IN THE DITCH, 52 FEET SOUTH OF THE METAL WITNESS
 PR0865'POST, AND 32 FEET WEST OF THE CENTER OF THE ROAD.
 PR0865'
 PR0865'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LARSON 1903 1971,
 PR0865'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 PR0865'110 FEET SOUTH OF THE CENTER OF THE SOUTH DRIVEWAY TO A
 PR0865'FARMSTEAD, 33 FEET EAST OF THE CENTER OF THE ROAD, 3.5 FEET
 PR0865'NORTH OF A POWER POLE, 2.5 FEET SOUTH OF A METAL WITNESS
 PR0865'POST, AND 0.5 FEET WEST OF A FENCE.
 PR0865'
 PR0865'STATION MARK ET ARL (USGS) IS A STANDARD USGS DISK CRIMPED ONTO
 PR0865'A COPPER WELD ROD AND CENTERED IN A 6-INCH DRAIN TILE.  IT
 PR0865'IS STAMPED ET ARL 1968, AND IS 429.4 FEET NORTH OF STATION
 PR0865'LARSON, 26 FEET WEST OF THE CENTER OF THE ROAD, AND 6-INCHES BELOW
 PR0865'THE SURFACE OF THE SHOULDER OF THE ROAD.
 PR0865'
 PR0865'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 PR0865'81 AND 14 AT THE EAST EDGE OF ARLINGTON, GO WEST ON HIGHWAY 14
 PR0865'FOR 2.3 MILES TO A GRAVELED CROSSROAD, TURN RIGHT AND GO
 PR0865'NORTH 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PR0865'
 PR0865'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 PR0865'GRAVELED ROAD FOR 0.3 MILE TO U.S. HIGHWAY 14, CROSS THE HIGHWAY
 PR0865'AND CONTINUE SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO THE SOUTH
 PR0865'DRIVEWAY INTO THE FARMSTEAD OF MR. ALFRED E. LEE AND THE
 PR0865'AZIMUTH MARK AS DESCRIBED.
 PR0865'
 PR0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 PR0865'WEST OF ARLINGTON.
 PR0865
 PR0865                          STATION RECOVERY (1972)
 PR0865
 PR0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PR0865'THE ABOVE OBSERVATIONS WERE MADE TO TIE IN THE TWO OLD INTERSECTION
 PR0865'STATIONS WITH THE 1971 OBSERVATIONS.  THIS IS TO HELP IN
 PR0865'DETERMINING IF THE STATION HAS BEEN RESET AT THE ORIGINAL
 PR0865'LOCATION.  POSITION SHOULD BE USED WITH CAUTION.
 PR0865'
 PR0865'THE STATION ET ARL (USGS) THRU WHICH THIS LOCATION FOR RESETING
 PR0865'THE MARK WAS DETERMINED HAS BEEN DESTROYED, APPARENTLY BY
 PR0865'HIGHWAY MAINTENANCE EQUIPMENT.
 PR0865'
 PR0865'HAVE BEEN UNABLE TO LOCATE THE PERSONS WHO SET THE USGS BENCH
 PR0865'MARK IN THE INVERTED POSITION AT THIS POINT.  TRIED PROBING
 PR0865'NEARBY FOR AN UNDERGROUND STATION MARK WITH NEGATIVE RESULTS.
 PR0865'
 PR0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 PR0865'WEST OF ARLINGTON
 PR0865
 PR0865                          STATION RECOVERY (1994)
 PR0865
 PR0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0865'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0164 ***********************************************************************
 OQ0164  DESIGNATION -  LARSON RM 1
 OQ0164  PID         -  OQ0164
 OQ0164  STATE/COUNTY-  SD/LINCOLN
 OQ0164  COUNTRY     -  US
 OQ0164  USGS QUAD   -  CANTON SW (2017)
 OQ0164
 OQ0164                         *CURRENT SURVEY CONTROL
 OQ0164  ______________________________________________________________________
 OQ0164* NAD 83(1986) POSITION- 43 22 24.18   (N) 096 39 33.51   (W)   HD_HELD1
 OQ0164* NAVD 88 ORTHO HEIGHT -   431.891 (meters)     1416.96  (feet) ADJUSTED
 OQ0164  ______________________________________________________________________
 OQ0164  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 OQ0164  DYNAMIC HEIGHT  -        431.774 (meters)     1416.58  (feet) COMP
 OQ0164  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 OQ0164
 OQ0164  VERT ORDER      -  FIRST     CLASS II
 OQ0164
 OQ0164.The horizontal coordinates were determined by differentially corrected
 OQ0164.hand held GPS observations or other comparable positioning techniques
 OQ0164.and have an estimated accuracy of +/- 3 meters.
 OQ0164
 OQ0164.The orthometric height was determined by differential leveling and
 OQ0164.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0164.in June 1991.
 OQ0164
 OQ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0164.GEOID18 height accuracy estimate available here.
 OQ0164
 OQ0164.Click photographs - Photos may exist for this station.
 OQ0164
 OQ0164.The dynamic height is computed by dividing the NAVD 88
 OQ0164.geopotential number by the normal gravity value computed on the
 OQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0164.degrees latitude (g = 980.6199 gals.).
 OQ0164
 OQ0164.The modeled gravity was interpolated from observed gravity values.
 OQ0164
 OQ0164;                    North         East    Units  Estimated Accuracy
 OQ0164;SPC SD S     -   122,124.3     897,641.0     MT  (+/- 3 meters HH1 GPS) 
 OQ0164
 OQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8962904940(NAD 83)
 OQ0164
 OQ0164                          SUPERSEDED SURVEY CONTROL
 OQ0164
 OQ0164  NGVD 29 (??/??/92)  431.637  (m)         1416.13   (f) ADJ UNCH    1 2
 OQ0164
 OQ0164.Superseded values are not recommended for survey control.
 OQ0164
 OQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0164.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0164
 OQ0164_MARKER: DR = REFERENCE MARK DISK
 OQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0164_STAMPING: LARSON NO 1 1935
 OQ0164_MARK LOGO: CGS
 OQ0164_PROJECTION: FLUSH
 OQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0164+STABILITY: SURFACE MOTION
 OQ0164
 OQ0164  HISTORY     - Date     Condition        Report By
 OQ0164  HISTORY     - 1935     MONUMENTED       CGS
 OQ0164  HISTORY     - 1949     GOOD             CGS
 OQ0164  HISTORY     - 20110331 MARK NOT FOUND   INDIV
 OQ0164
 OQ0164                          STATION DESCRIPTION
 OQ0164
 OQ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0164'5 MI SE FROM HARRISBURG.
 OQ0164'4.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0164'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG,
 OQ0164'THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, 235.0 FEET EAST OF
 OQ0164'LARSON R.M. 2, 136.0 FEET SOUTHEAST OF TRIANGULATION STATION
 OQ0164'LARSON 1935, 33.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OQ0164'1.0 FOOT SOUTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST,
 OQ0164'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 OQ0164'THE SURFACE OF THE GROUND.
 OQ0164
 OQ0164                          STATION RECOVERY (2011)
 OQ0164
 OQ0164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0166 ***********************************************************************
 OQ0166  DESIGNATION -  LARSON RM 2
 OQ0166  PID         -  OQ0166
 OQ0166  STATE/COUNTY-  SD/LINCOLN
 OQ0166  COUNTRY     -  US
 OQ0166  USGS QUAD   -  CANTON SW (2017)
 OQ0166
 OQ0166                         *CURRENT SURVEY CONTROL
 OQ0166  ______________________________________________________________________
 OQ0166* NAD 83(1986) POSITION- 43 22 24.19   (N) 096 39 36.69   (W)   HD_HELD1
 OQ0166* NAVD 88 ORTHO HEIGHT -   431.696 (meters)     1416.32  (feet) ADJUSTED
 OQ0166  ______________________________________________________________________
 OQ0166  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 OQ0166  DYNAMIC HEIGHT  -        431.580 (meters)     1415.94  (feet) COMP
 OQ0166  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 OQ0166
 OQ0166  VERT ORDER      -  FIRST     CLASS II
 OQ0166
 OQ0166.The horizontal coordinates were determined by differentially corrected
 OQ0166.hand held GPS observations or other comparable positioning techniques
 OQ0166.and have an estimated accuracy of +/- 3 meters.
 OQ0166
 OQ0166.The orthometric height was determined by differential leveling and
 OQ0166.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0166.in June 1991.
 OQ0166
 OQ0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0166.GEOID18 height accuracy estimate available here.
 OQ0166
 OQ0166.Click photographs - Photos may exist for this station.
 OQ0166
 OQ0166.The dynamic height is computed by dividing the NAVD 88
 OQ0166.geopotential number by the normal gravity value computed on the
 OQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0166.degrees latitude (g = 980.6199 gals.).
 OQ0166
 OQ0166.The modeled gravity was interpolated from observed gravity values.
 OQ0166
 OQ0166;                    North         East    Units  Estimated Accuracy
 OQ0166;SPC SD S     -   122,121.5     897,569.5     MT  (+/- 3 meters HH1 GPS) 
 OQ0166
 OQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8955804938(NAD 83)
 OQ0166
 OQ0166                          SUPERSEDED SURVEY CONTROL
 OQ0166
 OQ0166  NGVD 29 (??/??/92)  431.442  (m)         1415.49   (f) ADJ UNCH    1 2
 OQ0166
 OQ0166.Superseded values are not recommended for survey control.
 OQ0166
 OQ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0166.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0166
 OQ0166_MARKER: DR = REFERENCE MARK DISK
 OQ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0166_STAMPING: LARSON NO 2 1935
 OQ0166_MARK LOGO: CGS
 OQ0166_PROJECTION: PROJECTING 9 CENTIMETERS
 OQ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0166+STABILITY: SURFACE MOTION
 OQ0166
 OQ0166  HISTORY     - Date     Condition        Report By
 OQ0166  HISTORY     - 1935     MONUMENTED       CGS
 OQ0166  HISTORY     - 1949     GOOD             CGS
 OQ0166  HISTORY     - 20110331 MARK NOT FOUND   INDIV
 OQ0166
 OQ0166                          STATION DESCRIPTION
 OQ0166
 OQ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0166'5 MI SE FROM HARRISBURG.
 OQ0166'4.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0166'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, THENCE
 OQ0166'0.5 MILE WEST ALONG A GRAVELED ROAD, 144.0 FEET SOUTHWEST OF
 OQ0166'TRIANGULATION STATION LARSON 1935, 235.0 FEET WEST OF LARSON
 OQ0166'R.M. 1, 33.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 OQ0166'SOUTH OF A FENCE, 1.0 FOOT EAST OF A REFERENCE POST, AND SET
 OQ0166'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OQ0166'GROUND.
 OQ0166
 OQ0166                          STATION RECOVERY (2011)
 OQ0166
 OQ0166'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0277 ***********************************************************************
 PU0277  DESIGNATION -  LAST
 PU0277  PID         -  PU0277
 PU0277  STATE/COUNTY-  SD/MEADE
 PU0277  COUNTRY     -  US
 PU0277  USGS QUAD   -  HOWES (2017)
 PU0277
 PU0277                         *CURRENT SURVEY CONTROL
 PU0277  ______________________________________________________________________
 PU0277* NAD 83(1996) POSITION- 44 34 28.73347(N) 102 00 57.63461(W)   ADJUSTED
 PU0277* NAVD 88 ORTHO HEIGHT -   725.786 (meters)     2381.18  (feet) ADJUSTED
 PU0277  ______________________________________________________________________
 PU0277  GEOID HEIGHT    -        -19.942 (meters)                     GEOID18
 PU0277  LAPLACE CORR    -         -7.86  (seconds)                    DEFLEC18
 PU0277  DYNAMIC HEIGHT  -        725.618 (meters)     2380.63  (feet) COMP
 PU0277  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 PU0277
 PU0277  HORZ ORDER      -  SECOND
 PU0277  VERT ORDER      -  SECOND    CLASS 0
 PU0277
 PU0277.The horizontal coordinates were established by classical geodetic methods
 PU0277.and adjusted by the National Geodetic Survey in January 1998.
 PU0277
 PU0277.The orthometric height was determined by differential leveling and
 PU0277.adjusted by the NATIONAL GEODETIC SURVEY
 PU0277.in June 1991.
 PU0277
 PU0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0277.GEOID18 height accuracy estimate available here.
 PU0277
 PU0277.Click photographs - Photos may exist for this station.
 PU0277
 PU0277.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0277
 PU0277.The dynamic height is computed by dividing the NAVD 88
 PU0277.geopotential number by the normal gravity value computed on the
 PU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0277.degrees latitude (g = 980.6199 gals.).
 PU0277
 PU0277.The modeled gravity was interpolated from observed gravity values.
 PU0277
 PU0277. The following values were computed from the NAD 83(1996) position.
 PU0277
 PU0277;                    North         East     Units Scale Factor Converg.
 PU0277;SPC SD N     -    84,370.220   439,893.145   MT  0.99997349   -1 25 36.5
 PU0277;SPC SD N     -   276,804.63  1,443,216.09   sFT  0.99997349   -1 25 36.5
 PU0277;SPC SD S     -   250,361.154   466,351.296   MT  1.00004641   -1 09 38.9
 PU0277;SPC SD S     -   821,393.22  1,530,020.88   sFT  1.00004641   -1 09 38.9
 PU0277;UTM  13      - 4,940,032.900   736,919.373   MT  1.00029032   +2 05 42.9
 PU0277;UTM  14      - 4,940,126.409   260,538.365   MT  1.00030522   -2 07 03.9
 PU0277
 PU0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0277!SPC SD N     -   0.99988934  x   0.99997349  =   0.99986283
 PU0277!SPC SD S     -   0.99988934  x   1.00004641  =   0.99993574
 PU0277!UTM  13      -   0.99988934  x   1.00029032  =   1.00017963
 PU0277!UTM  14      -   0.99988934  x   1.00030522  =   1.00019453
 PU0277
 PU0277:                Primary Azimuth Mark                     Grid Az
 PU0277:SPC SD N     -  LAST AZ MK                               001 54 09.8
 PU0277:SPC SD S     -  LAST AZ MK                               001 38 12.2
 PU0277:UTM  13      -  LAST AZ MK                               358 22 50.4
 PU0277:UTM  14      -  LAST AZ MK                               002 35 37.2
 PU0277
 PU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3691940032(NAD 83)
 PU0277
 PU0277|---------------------------------------------------------------------|
 PU0277| PID    Reference Object                     Distance      Geod. Az  |
 PU0277|                                                           dddmmss.s |
 PU0277| PU0275 LAST AZ MK                                         0002833.3 |
 PU0277| PU0276 LAST RM 1                                          00805     |
 PU0277| PU0278 K 126                                              27704     |
 PU0277|---------------------------------------------------------------------|
 PU0277
 PU0277                          SUPERSEDED SURVEY CONTROL
 PU0277
 PU0277  NAD 83(1986)-  44 34 28.72540(N)    102 00 57.63523(W) AD(       ) 2
 PU0277  NAD 27      -  44 34 28.77000(N)    102 00 56.07000(W) AD(       ) 2
 PU0277  NGVD 29 (??/??/92)  725.333  (m)         2379.70   (f) ADJ UNCH    2 0
 PU0277  NGVD 29             725.33   (m)         2379.7    (f) LEVELING    3  
 PU0277
 PU0277.Superseded values are not recommended for survey control.
 PU0277
 PU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0277.See file dsdata.pdf to determine how the superseded data were derived.
 PU0277
 PU0277_MARKER: DS = TRIANGULATION STATION DISK
 PU0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0277_STAMPING: LAST 1950
 PU0277_MARK LOGO: CGS
 PU0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0277+STABILITY: SURFACE MOTION
 PU0277
 PU0277  HISTORY     - Date     Condition        Report By
 PU0277  HISTORY     - 1950     MONUMENTED       CGS
 PU0277  HISTORY     - 1963     GOOD             CGS
 PU0277
 PU0277                          STATION DESCRIPTION
 PU0277
 PU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0277'STATION IS LOCATED ON THE HIGHWAY RIGHT-OF-WAY, ABOUT 4
 PU0277'MILES SOUTHEAST OF HOWES POST OFFICE, ABOUT 4 MILES NORTH
 PU0277'OF THE CHEYENNE RIVER BRIDGE, 80 FEET EAST OF CENTER OF STATE
 PU0277'HIGHWAY 73, 23 FEET SOUTH OF A GATE POST, 8 FEET WEST OF A
 PU0277'WIRE FENCE, AND 6 FEET WEST OF A WITNESS POST.
 PU0277'
 PU0277'TO REACH FROM HOWES POST OFFICE, GO SOUTHEAST ON STATE HIGHWAY
 PU0277'73 FOR 3.7 MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 PU0277'FOR 0.3 MILE TO STATION ON LEFT.
 PU0277'
 PU0277'STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED LAST
 PU0277'1950.
 PU0277'
 PU0277'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A WIRE FENCE.  THE
 PU0277'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED LAST NO 1 1950.
 PU0277'
 PU0277'BENCH MARK K 126, USED AS A REFERENCE MARK, IS 1 FOOT EAST OF A
 PU0277'WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 PU0277'STAMPED K 126 1934.
 PU0277'
 PU0277'AZIMUTH MARK IS 100 FEET EAST OF CENTER OF STATE HIGHWAY 73,
 PU0277'7 FEET SOUTH OF A WITNESS POST, AND 3 FEET WEST OF A WIRE
 PU0277'FENCE.  THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 PU0277'LAST 1950.
 PU0277'
 PU0277'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 ARE
 PU0277'STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU0277'BENCH MARK K 126 IS A STANDARD DISK SET IN THE TOP OF A
 PU0277'6 X 6-INCH CONCRETE POST.
 PU0277'
 PU0277'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU0277
 PU0277                          STATION RECOVERY (1963)
 PU0277
 PU0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0277'4 MI SE FROM HOWES.
 PU0277'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0277'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0277'AND 34, THENCE 3.45 MILES SOUTHEAST ALONG A GRAVELED ROAD, 83
 PU0277'FEET EAST OF THE CENTER LINE OF THE ROAD, 43.8 FEET SOUTH OF
 PU0277'LAST R.M. 1, 129 FEET EAST OF AND ACROSS THE ROAD FROM BENCH
 PU0277'MARK L 126, 26 FEET SOUTH OF THE CENTER OF A GATE, 6 1/2 FEET
 PU0277'WEST OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 PU0277'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 PU0277'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0275 ***********************************************************************
 PU0275  DESIGNATION -  LAST AZ MK
 PU0275  PID         -  PU0275
 PU0275  STATE/COUNTY-  SD/MEADE
 PU0275  COUNTRY     -  US
 PU0275  USGS QUAD   -  HOWES (2017)
 PU0275
 PU0275                         *CURRENT SURVEY CONTROL
 PU0275  ______________________________________________________________________
 PU0275* NAD 83(1986) POSITION- 44 34 30.     (N) 102 00 58.     (W)   SCALED
 PU0275* NAVD 88 ORTHO HEIGHT -   732.986 (meters)     2404.80  (feet) ADJUSTED
 PU0275  ______________________________________________________________________
 PU0275  GEOID HEIGHT    -        -19.942 (meters)                     GEOID18
 PU0275  DYNAMIC HEIGHT  -        732.815 (meters)     2404.24  (feet) COMP
 PU0275  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 PU0275
 PU0275  VERT ORDER      -  SECOND    CLASS 0
 PU0275
 PU0275.The horizontal coordinates were scaled from a map and have
 PU0275.an estimated accuracy of +/- 6 seconds.
 PU0275
 PU0275.The orthometric height was determined by differential leveling and
 PU0275.adjusted by the NATIONAL GEODETIC SURVEY
 PU0275.in June 1991.
 PU0275
 PU0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0275.GEOID18 height accuracy estimate available here.
 PU0275
 PU0275.Click photographs - Photos may exist for this station.
 PU0275
 PU0275.The dynamic height is computed by dividing the NAVD 88
 PU0275.geopotential number by the normal gravity value computed on the
 PU0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0275.degrees latitude (g = 980.6199 gals.).
 PU0275
 PU0275.The modeled gravity was interpolated from observed gravity values.
 PU0275
 PU0275;                    North         East    Units  Estimated Accuracy
 PU0275;SPC SD N     -    84,410.      439,890.      MT  (+/- 180 meters Scaled)
 PU0275
 PU0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK369400(NAD 83)
 PU0275
 PU0275                          SUPERSEDED SURVEY CONTROL
 PU0275
 PU0275  NGVD 29 (??/??/92)  732.532  (m)         2403.32   (f) ADJ UNCH    2 0
 PU0275
 PU0275.Superseded values are not recommended for survey control.
 PU0275
 PU0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0275.See file dsdata.pdf to determine how the superseded data were derived.
 PU0275
 PU0275_MARKER: DZ = AZIMUTH MARK DISK
 PU0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0275_STAMPING: LAST 1950
 PU0275_MARK LOGO: CGS
 PU0275_PROJECTION: FLUSH
 PU0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0275+STABILITY: SURFACE MOTION
 PU0275
 PU0275  HISTORY     - Date     Condition        Report By
 PU0275  HISTORY     - 1950     MONUMENTED       CGS
 PU0275  HISTORY     - 1963     GOOD             CGS
 PU0275
 PU0275                          STATION DESCRIPTION
 PU0275
 PU0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0275'3.6 MI SE FROM HOWES.
 PU0275'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0275'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0275'AND 34, THENCE 3.05 MILES SOUTHEAST ALONG A GRAVELED ROAD, 100
 PU0275'FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A
 PU0275'FENCE, 7.0 FEET SOUTH-SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 PU0275'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PU0275'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0276 ***********************************************************************
 PU0276  DESIGNATION -  LAST RM 1
 PU0276  PID         -  PU0276
 PU0276  STATE/COUNTY-  SD/MEADE
 PU0276  COUNTRY     -  US
 PU0276  USGS QUAD   -  HOWES (2017)
 PU0276
 PU0276                         *CURRENT SURVEY CONTROL
 PU0276  ______________________________________________________________________
 PU0276* NAD 83(1986) POSITION- 44 34 29.16   (N) 102 00 57.55   (W)   HD_HELD1
 PU0276* NAVD 88 ORTHO HEIGHT -   725.658 (meters)     2380.76  (feet) ADJUSTED
 PU0276  ______________________________________________________________________
 PU0276  GEOID HEIGHT    -        -19.942 (meters)                     GEOID18
 PU0276  DYNAMIC HEIGHT  -        725.490 (meters)     2380.21  (feet) COMP
 PU0276  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 PU0276
 PU0276  VERT ORDER      -  SECOND    CLASS 0
 PU0276
 PU0276.The horizontal coordinates were determined by differentially corrected
 PU0276.hand held GPS observations or other comparable positioning techniques
 PU0276.and have an estimated accuracy of +/- 3 meters.
 PU0276
 PU0276.The orthometric height was determined by differential leveling and
 PU0276.adjusted by the NATIONAL GEODETIC SURVEY
 PU0276.in June 1991.
 PU0276
 PU0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0276.GEOID18 height accuracy estimate available here.
 PU0276
 PU0276.Click photographs - Photos may exist for this station.
 PU0276
 PU0276.The dynamic height is computed by dividing the NAVD 88
 PU0276.geopotential number by the normal gravity value computed on the
 PU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0276.degrees latitude (g = 980.6199 gals.).
 PU0276
 PU0276.The modeled gravity was interpolated from observed gravity values.
 PU0276
 PU0276;                    North         East    Units  Estimated Accuracy
 PU0276;SPC SD N     -    84,383.3     439,895.3     MT  (+/- 3 meters HH1 GPS) 
 PU0276
 PU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3692040046(NAD 83)
 PU0276
 PU0276                          SUPERSEDED SURVEY CONTROL
 PU0276
 PU0276  NGVD 29 (??/??/92)  725.204  (m)         2379.27   (f) ADJ UNCH    2 0
 PU0276
 PU0276.Superseded values are not recommended for survey control.
 PU0276
 PU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0276.See file dsdata.pdf to determine how the superseded data were derived.
 PU0276
 PU0276_MARKER: DR = REFERENCE MARK DISK
 PU0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0276_STAMPING: LAST NO 1 1950
 PU0276_MARK LOGO: CGS
 PU0276_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0276+STABILITY: SURFACE MOTION
 PU0276
 PU0276  HISTORY     - Date     Condition        Report By
 PU0276  HISTORY     - 1950     MONUMENTED       CGS
 PU0276  HISTORY     - 1963     GOOD             CGS
 PU0276
 PU0276                          STATION DESCRIPTION
 PU0276
 PU0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0276'4 MI SE FROM HOWES.
 PU0276'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0276'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0276'AND 34, THENCE 3.45 MILES SOUTHEAST ALONG A GRAVELED ROAD, 89
 PU0276'FEET EAST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE
 PU0276'CENTER OF A GATE, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A
 PU0276'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1053 ***********************************************************************
 PT1053  DESIGNATION -  LAY
 PT1053  PID         -  PT1053
 PT1053  STATE/COUNTY-  SD/JONES
 PT1053  COUNTRY     -  US
 PT1053  USGS QUAD   -  WENDTE SE (2017)
 PT1053
 PT1053                         *CURRENT SURVEY CONTROL
 PT1053  ______________________________________________________________________
 PT1053* NAD 83(1996) POSITION- 44 00 34.44746(N) 100 32 29.77117(W)   ADJUSTED
 PT1053* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 PT1053  ______________________________________________________________________
 PT1053  GEOID HEIGHT    -        -24.131 (meters)                     GEOID18
 PT1053  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 PT1053  HORZ ORDER      -  THIRD
 PT1053
 PT1053.The horizontal coordinates were established by classical geodetic methods
 PT1053.and adjusted by the National Geodetic Survey in January 1998.
 PT1053
 PT1053.The orthometric height was scaled from a topographic map.
 PT1053
 PT1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1053.GEOID18 height accuracy estimate available here.
 PT1053
 PT1053.Click photographs - Photos may exist for this station.
 PT1053
 PT1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1053
 PT1053. The following values were computed from the NAD 83(1996) position.
 PT1053
 PT1053;                    North         East     Units Scale Factor Converg.
 PT1053;SPC SD S     -   186,238.984   583,299.344   MT  0.99993014   -0 08 37.2
 PT1053;SPC SD S     -   611,019.07  1,913,707.93   sFT  0.99993014   -0 08 37.2
 PT1053;UTM  14      - 4,874,090.825   376,422.667   MT  0.99978782   -1 04 16.3
 PT1053
 PT1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1053!SPC SD S     -   0.99989741  x   0.99993014  =   0.99982756
 PT1053!UTM  14      -   0.99989741  x   0.99978782  =   0.99968525
 PT1053
 PT1053:                Primary Azimuth Mark                     Grid Az
 PT1053:SPC SD S     -  METRE                                    310 38 36.0
 PT1053:UTM  14      -  METRE                                    311 34 15.1
 PT1053
 PT1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7642274090(NAD 83)
 PT1053
 PT1053|---------------------------------------------------------------------|
 PT1053| PID    Reference Object                     Distance      Geod. Az  |
 PT1053|                                                           dddmmss.s |
 PT1053| CO5830 LAY RM 1                             14.466 METERS 09131     |
 PT1053| PT1052 TT 5                                387.317 METERS 25600     |
 PT1053| CO5831 LAY RM 2                             19.511 METERS 26801     |
 PT1053| PT1054 METRE                               APPROX.10.0 KM 3102958.8 |
 PT1053|---------------------------------------------------------------------|
 PT1053
 PT1053                          SUPERSEDED SURVEY CONTROL
 PT1053
 PT1053  NAD 83(1986)-  44 00 34.44308(N)    100 32 29.77394(W) AD(       ) 3
 PT1053  NAD 27      -  44 00 34.49000(N)    100 32 28.29600(W) AD(       ) 3
 PT1053
 PT1053.Superseded values are not recommended for survey control.
 PT1053
 PT1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1053.See file dsdata.pdf to determine how the superseded data were derived.
 PT1053
 PT1053_MARKER: DS = TRIANGULATION STATION DISK
 PT1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1053_STAMPING: LAY 1952
 PT1053_MARK LOGO: CGS
 PT1053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1053+STABILITY: SURFACE MOTION
 PT1053
 PT1053  HISTORY     - Date     Condition        Report By
 PT1053  HISTORY     - 1952     MONUMENTED       CGS
 PT1053  HISTORY     - 1963     GOOD             USFS
 PT1053  HISTORY     - 19840505 GOOD             NGS
 PT1053
 PT1053                          STATION DESCRIPTION
 PT1053
 PT1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1053'THE STATION IS ABOUT 6 MILES NORTH OF DRAPER, IN SECTION 29, T 1 N, R
 PT1053'30 E, ON LAND OWNED BY VIRGIL WOLFF, 32 FEET NORTH OF THE CENTER OF A
 PT1053'GRADED DIRT ROAD, 5 FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST, AND 3
 PT1053'FEET NORTH OF A WIRE FENCE.
 PT1053'
 PT1053'TO REACH THE STATION FROM THE STATE BANK IN DRAPER, GO WEST ON OLD
 PT1053'U.S. HIGHWAY 16 FOR 0.25 MILE TO A FORK AT A RAILROAD CROSSING, BEAR
 PT1053'RIGHT AND GO NORTH ON A GRADED DIRT ROAD FOR 6.05 MILES TO THE AZIMUTH
 PT1053'MARK ON THE LEFT, CONTINUE NORTH FOR 0.05 MILE TO A CROSS ROAD, TURN
 PT1053'RIGHT AND GO EAST FOR 0.25 MILE TO THE STATION ON THE LEFT.
 PT1053'
 PT1053'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED LAY 1952.
 PT1053'
 PT1053'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE CENTER OF THE GRADED DIRT
 PT1053'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 PT1053'DISK IS STAMPED LAY NO 1 1952.
 PT1053'
 PT1053'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF THE GRADED DIRT
 PT1053'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE
 PT1053'DISK IS STAMPED LAY NO 2 1952.
 PT1053'
 PT1053'TT 5 (USGS) IS 31 FEET WEST OF THE CENTER OF A GRADED DIRT ROAD, 3
 PT1053'FEET NORTH OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT EAST OF A WIRE
 PT1053'FENCE.  IT IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A
 PT1053'6-INCH CONCRETE CYLINDER PROJECTING 6 INCHES.  THE DISK IS STAMPED
 PT1053'5WWF 1949 TT.
 PT1053
 PT1053                          STATION RECOVERY (1963)
 PT1053
 PT1053'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1053'STATION AND REFERENCE MARKS FOUND AS DESCRIBED IN GOOD CONDITION.  A
 PT1053'SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.
 PT1053
 PT1053                          STATION RECOVERY (1984)
 PT1053
 PT1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PT1053'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PT1053'STATION TT 5 USGS, WHICH SERVED AS AN AZIMUTH MARK WAS NOT RECOVERED
 PT1053'AND APPEARS TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  AZIMUTH MARK
 PT1053'2 WAS ESTABLISHED THIS DATE.  DISTANCES TO THE REFERENCE MARKS VARIED
 PT1053'BY 0.015 M (0.049 FT) TO REFERENCE MARK 1 AND 0.018 TO REFERENCE MARK
 PT1053'2, AND DIRECTIONS VARIED BY 8 MINUTES, 48 SECONDS AND 5 MINUTES, 28
 PT1053'SECOND REPECTIVLEY.  NEW DISCRIPTIVE TEXT FOLLOWS.
 PT1053'
 PT1053'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH OF DRAPER IN S 29,
 PT1053'T 1 N, R 30 E, ON THE NORTH SIDE OF A BLADED COUNTY ROAD.
 PT1053'
 PT1053'TO REACH THE STATION FROM THE DRAPER STATE BANK IN DRAPER, GO WEST FOR
 PT1053'0.6 KM (0.35 MI) TO WHERE THE ROAD TURNS NORTH.  FOLLOW THE GRAVELED
 PT1053'ROAD NORTH FOR 9.3 KM (5.75 MI) TO A BLADED CROSSROAD.  TURN RIGHT AND
 PT1053'GO EAST ON BLADED ROAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE
 PT1053'LEFT.
 PT1053'
 PT1053'THE STATION IS A STANDARD CGS DISK STAMPED LAY 1952 SET INTO THE TOP
 PT1053'OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING
 PT1053'8 INCHES (20 CM) ABOVE THE GROUND.  LOCATED 13.4 METERS (44.0 FT)
 PT1053'EAST FROM THE EAST GATE POST.  10.5 METERS (34.4 FT) NORTH FROM THE
 PT1053'CENTER OF ROAD.  1.35 METERS (4.43 FT) NORTH FROM A FENCE WITNESS
 PT1053'POST.
 PT1053'
 PT1053'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED LAY NO 1 1952 SET
 PT1053'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PT1053'DIAMETER FLUSH WITH THE GROUND.  LOCATED 27.8 METERS (91.2 FT) EAST
 PT1053'FROM THE EAST POST OF A GATE.  10.0 METER (32.8 FT) NORTH FROM THE
 PT1053'CENTER OF ROAD. 0.65 METER (2.13 FT) NORTH FROM THE FENCE AND 0.3
 PT1053'METERS (1.0 FT) LOWER THAN THE STATION.
 PT1053'
 PT1053'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED LAY NO 2 1952 SET
 PT1053'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PT1053'DIAMETER 8 INCHES 20 CM.  LOCATED 10.0 METERS (32.8 FT) NORTH FROM THE
 PT1053'CENTER OF THE ROAD.  0.9 METER (3.0 FT) NORTHWEST FROM THE WEST GATE
 PT1053'POST.  0.6 METER (2.0 FT) NORTH FROM A FENCE.
 PT1053'
 PT1053'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED LAY 1952 NO 2 1984
 PT1053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PT1053'DIAMETER FLUSH WITH THE GROUND.
 PT1053'
 PT1053'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK STAMPED LAY 1952
 PT1053'NO 2 1984 SET INTO IRREGULAR MASS OF CONCRETE ABOUT 1 M (3.3 FT)
 PT1053'BELOW THE SURFACE.  LOCATED 9.5 METERS (31.2 FT) EAST FROM THE CENTER
 PT1053'OF GRAVELED ROAD.  4.0 METERS (13.1 FT) SOUTH FROM THE CENTER OF AN
 PT1053'APPROACH.  0.5 METER (1.6 FT) WEST FROM THE FENCE CORNER POST.  0.3
 PT1053'METER (1.0 FT) NORTH FROM A WITNESS POST.
 PT1053'
 PT1053'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD WEST OF THE STATION, GO
 PT1053'NORTH ON GRAVELED ROAD FOR 0.4 KM (0.25 MI) TO AN APPROACH ROAD, GATE,
 PT1053'AND THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0815 ***********************************************************************
 OR0815  DESIGNATION -  LAYTON
 OR0815  PID         -  OR0815
 OR0815  STATE/COUNTY-  SD/HUTCHINSON
 OR0815  COUNTRY     -  US
 OR0815  USGS QUAD   -  OAK HOLLOW (2017)
 OR0815
 OR0815                         *CURRENT SURVEY CONTROL
 OR0815  ______________________________________________________________________
 OR0815* NAD 83(1996) POSITION- 43 11 18.92851(N) 098 02 53.64881(W)   ADJUSTED
 OR0815* NAVD 88 ORTHO HEIGHT -   580.1   (meters)     1903.    (feet) VERTCON3
 OR0815  ______________________________________________________________________
 OR0815  GEOID HEIGHT    -        -26.479 (meters)                     GEOID18
 OR0815  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 OR0815  HORZ ORDER      -  SECOND
 OR0815
 OR0815.The horizontal coordinates were established by classical geodetic methods
 OR0815.and adjusted by the National Geodetic Survey in January 1998.
 OR0815
 OR0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0815
 OR0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0815.GEOID18 height accuracy estimate available here.
 OR0815
 OR0815.Click photographs - Photos may exist for this station.
 OR0815
 OR0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0815
 OR0815. The following values were computed from the NAD 83(1996) position.
 OR0815
 OR0815;                    North         East     Units Scale Factor Converg.
 OR0815;SPC SD S     -    97,566.587   785,722.648   MT  0.99993484   +1 34 35.0
 OR0815;SPC SD S     -   320,099.71  2,577,825.05   sFT  0.99993484   +1 34 35.0
 OR0815;UTM  14      - 4,782,197.532   577,339.282   MT  0.99967358   +0 39 05.1
 OR0815
 OR0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0815!SPC SD S     -   0.99991318  x   0.99993484  =   0.99984803
 OR0815!UTM  14      -   0.99991318  x   0.99967358  =   0.99958679
 OR0815
 OR0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN7733982197(NAD 83)
 OR0815
 OR0815                          SUPERSEDED SURVEY CONTROL
 OR0815
 OR0815  NAD 83(1995)-  43 11 18.93415(N)    098 02 53.65002(W) AD(       ) 2
 OR0815  NAD 83(1986)-  43 11 18.94337(N)    098 02 53.64376(W) AD(       ) 2
 OR0815  NAD 27      -  43 11 18.97500(N)    098 02 52.38000(W) AD(       ) 2
 OR0815  USSD        -  43 11 19.13600(N)    098 02 52.72600(W) AD(       ) 3
 OR0815  NGVD 29 (07/19/86)  579.8    (m)         1902.     (f) VERT ANG       
 OR0815
 OR0815.Superseded values are not recommended for survey control.
 OR0815
 OR0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0815.See file dsdata.pdf to determine how the superseded data were derived.
 OR0815
 OR0815_MARKER: N = NAIL
 OR0815_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 OR0815_SP_SET: WOOD POST
 OR0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0815
 OR0815  HISTORY     - Date     Condition        Report By
 OR0815  HISTORY     - 1901     MONUMENTED       CGS
 OR0815  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OR0815  HISTORY     - 1974     SEE DESCRIPTION  USGS
 OR0815
 OR0815                          STATION DESCRIPTION
 OR0815
 OR0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 OR0815'IN SEC. 27, T. 97 N., R. 61 W., ON VERY HIGH GROUND OWNED BY
 OR0815'G.W. LAYTON, 200 METERS EAST OF HIS HOUSE, AND ABOUT 4 MILES
 OR0815'WEST AND 2.5 MILES SOUTH OF TRIPP, S.DAK., NORTHEAST OF STATION,
 OR0815'AND 6 FEET THEREFROM IS A LARGE EXPOSED ROCK.  THE SURFACE
 OR0815'MARK IS A NAIL IN THE TOP OF A 4- BY 6-INCH PINE STUB, AND
 OR0815'THE UNDERGROUND MARK IS A COPPER TACK IN THE CORK OF A STONE
 OR0815'JUG.
 OR0815
 OR0815                          STATION RECOVERY (1935)
 OR0815
 OR0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0815'SURFACE MARK WAS FOUND PRACTICALLY ROTTED AWAY.  THE LOWER
 OR0815'PART OF THE PINE STUB WAS SOMEWHAT SOLID AND ABOUT 8 INCHES
 OR0815'OF IT WAS LEFT UNDISTRUBED ABOVE THE JUG.  THE UNDERGROUND
 OR0815'MARK, A STONE JUG, WAS FOUND IN GOOD CONDITION ABOUT 2 FEET
 OR0815'BELOW THE SURFACE OF GROUND.  THE STATION IS IN THE NW 1/4
 OR0815'SW 1/4 OF SEC. 27, T. 97 N., R. 61 W., ON VERY HIGH GROUND,
 OR0815'IN A CULTIVATED FIELD OWNED BY MRS. BEULAH CASE OF PARKSTON
 OR0815'AND FARMED BY TED SCHNABEL WHO LIVES IN SECTION 28 ABOUT
 OR0815'1/2 MILE NORTHWEST OF STATION.  IT IS 525 FEET EAST OF THE
 OR0815'CENTER LINE OF RIGHT-OF-WAY OF NORTH-AND-SOUTH SECTION-LINE
 OR0815'ROAD, 492 FEET EAST OF EAST RIGHT-OF-WAY FENCE LINE, 406
 OR0815'FEET SOUTH OF FENCE ON THE EAST-AND-WEST CENTER LINE OF THE
 OR0815'SECTION, 85 FEET NORTH-NORTHWEST OF A DEAD STUMP SURROUNDED BY
 OR0815'BOULDERS IN A SMALL THICKET, AND 5.8 FEET WEST-SOUTHWEST OF A
 OR0815'SMALL CHISEL MARK ON TOP OF A LARGE EXPOSED BOULDER
 OR0815'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 OR0815'
 OR0815'TO REACH FROM TRIPP, GO SOUTH ABOUT 2 MILES ON STATE HIGHWAY
 OR0815'37, THEN WEST 4 MILES ON THE SECTION-LINE ROAD, THEN SOUTH
 OR0815'ABOUT 0.6 MILE ON THE SECTION-LINE ROAD TO THE STATION ON
 OR0815'A HIGH POINT ABOUT 0.1 MILE EAST OF THE ROAD.
 OR0815
 OR0815                          STATION RECOVERY (1974)
 OR0815
 OR0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OR0815'ACCORDING TO THE LANDOWNER, MANY SEARCHES HAVE RECENTLY BEEN
 OR0815'MADE TO RECOVER THIS MARK AND NONE OF THEM HAS BEEN SUCCESSFUL.
 OR0815'IT IS ASSUMED THAT THE MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0757 ***********************************************************************
 QS0757  DESIGNATION -  LE BEAU
 QS0757  PID         -  QS0757
 QS0757  STATE/COUNTY-  SD/WALWORTH
 QS0757  COUNTRY     -  US
 QS0757  USGS QUAD   -  MOREAU SE (2017)
 QS0757
 QS0757                         *CURRENT SURVEY CONTROL
 QS0757  ______________________________________________________________________
 QS0757* NAD 83(1996) POSITION- 45 19 31.18386(N) 100 17 24.39531(W)   ADJUSTED
 QS0757* NAVD 88 ORTHO HEIGHT -   521.87  (+/-2cm)     1712.2   (feet) VERTCON3
 QS0757  ______________________________________________________________________
 QS0757  GEOID HEIGHT    -        -22.091 (meters)                     GEOID18
 QS0757  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 QS0757  HORZ ORDER      -  SECOND
 QS0757  VERT ORDER      -  THIRD ? (See Below)
 QS0757
 QS0757.The horizontal coordinates were established by classical geodetic methods
 QS0757.and adjusted by the National Geodetic Survey in January 1998.
 QS0757
 QS0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0757
 QS0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0757.GEOID18 height accuracy estimate available here.
 QS0757
 QS0757.The vertical order pertains to the NGVD 29 superseded value.
 QS0757
 QS0757.Click photographs - Photos may exist for this station.
 QS0757
 QS0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0757
 QS0757. The following values were computed from the NAD 83(1996) position.
 QS0757
 QS0757;                    North         East     Units Scale Factor Converg.
 QS0757;SPC SD N     -   165,836.725   577,256.749   MT  0.99995054   -0 12 19.2
 QS0757;SPC SD N     -   544,082.66  1,893,883.18   sFT  0.99995054   -0 12 19.2
 QS0757;UTM  14      - 5,019,900.838   398,896.752   MT  0.99972568   -0 55 03.0
 QS0757
 QS0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0757!SPC SD N     -   0.99992165  x   0.99995054  =   0.99987219
 QS0757!UTM  14      -   0.99992165  x   0.99972568  =   0.99964735
 QS0757
 QS0757:                Primary Azimuth Mark                     Grid Az
 QS0757:SPC SD N     -  LE BEAU AZ MK                            069 25 34.8
 QS0757:UTM  14      -  LE BEAU AZ MK                            070 08 18.6
 QS0757
 QS0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9889619900(NAD 83)
 QS0757
 QS0757|---------------------------------------------------------------------|
 QS0757| PID    Reference Object                     Distance      Geod. Az  |
 QS0757|                                                           dddmmss.s |
 QS0757| CO5832 LE BEAU AZ MK                                      0691315.6 |
 QS0757| CO5834 LE BEAU RM 2                         12.922 METERS 24403     |
 QS0757| CO5833 LE BEAU RM 1                         10.890 METERS 33750     |
 QS0757|---------------------------------------------------------------------|
 QS0757
 QS0757                          SUPERSEDED SURVEY CONTROL
 QS0757
 QS0757  NAD 83(1986)-  45 19 31.17515(N)    100 17 24.39624(W) AD(       ) 2
 QS0757  NAD 27      -  45 19 31.20900(N)    100 17 22.91800(W) AD(       ) 2
 QS0757  MORC        -  45 19 28.54000(N)    100 17 22.61000(W) AD(       ) 3
 QS0757  NGVD 29             521.51   (m)         1711.0    (f) LEVELING    3  
 QS0757
 QS0757.Superseded values are not recommended for survey control.
 QS0757
 QS0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0757.See file dsdata.pdf to determine how the superseded data were derived.
 QS0757
 QS0757_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QS0757_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0757_MARK LOGO: MORC
 QS0757_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0757
 QS0757  HISTORY     - Date     Condition        Report By
 QS0757  HISTORY     - 1889     MONUMENTED       MORC
 QS0757  HISTORY     - 1948     GOOD             CGS
 QS0757
 QS0757                          STATION DESCRIPTION
 QS0757
 QS0757'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (JCP)
 QS0757'STATION IS LOCATED ABOUT 14 MILES S OF THE VILLAGE OF GLENHAM
 QS0757'AND 1.0 MILE E OF THE MISSOURI RIVER.  IT IS LOCATED NEAR THE
 QS0757'SW END OF A LARGE PROMINENT PLATEAU, 120 FEET W OF THE E SLOPE
 QS0757'OF THE PLATEAU, 75 FEET N OF THE S SLOPE, AND 50 FEET E OF THE
 QS0757'W SLOPE.
 QS0757'
 QS0757'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION PIPE
 QS0757'AND PROJECTS 2 INCHES.
 QS0757'
 QS0757'REFERENCE MARK 1 IS 35.73 FEET NW OF THE STATION.  IT IS A
 QS0757'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE
 QS0757'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LE BEAU M R C
 QS0757'NO 1 1945.
 QS0757'
 QS0757'REFERENCE MARK 2 IS 42.40 FEET SW OF THE STATION.  THE MARK
 QS0757'PROJECTS 3 INCHES AND THE DISK IS STAMPED LE BEAU M R C NO
 QS0757'2 1945.
 QS0757'
 QS0757'AZIMUTH MARK IS 1.0 MILE NE OF THE STATION, 19 FEET E OF THE
 QS0757'APPROXIMATE CENTER LINE OF A TRACK ROAD, AND 1 FOOT W OF A
 QS0757'FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 QS0757'CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 QS0757'STAMPED LE BEAU M R C 1945.
 QS0757'
 QS0757'TO REACH THE STATION FROM THE VILLAGE OF GLENHAM, GO S ON
 QS0757'MAIN STREET AND CROSS RAILROAD TRACKS, THEN GO W AND S ON
 QS0757'MAIN-TRAVELED ROAD FOR 1.8 MILES TO A T-ROAD LEFT AND THE MAIN
 QS0757'ROAD TURNS RIGHT.  TURN LEFT AND GO 0.05 MILE, THENCE RIGHT
 QS0757'AND GO 1.0 MILE, THENCE LEFT AND GO E 2 MILES TO A CROSS ROAD,
 QS0757'THENCE S 2.4 MILES TO TRIANGULATION STATION MERKLE ON THE
 QS0757'LEFT.  CONTINUE ON S FOR 1.5 MILES TO A SCHOOLHOUSE ON THE LEFT
 QS0757'AND A CROSS ROAD, TURN LEFT AND GO E 2.0 MILES TO A CROSS
 QS0757'ROAD, THENCE RIGHT AND GO 2.0 MILES TO A CROSS ROAD, THENCE
 QS0757'RIGHT ON A TRACK ROAD AND GO 2.1 MILES TO A FORK, KEEP
 QS0757'RIGHT-HAND FORK AND GO 2.4 MILES TO A WIRE GATE AND A
 QS0757'FARMHOUSE ABOUT 100 YARDS SW OF THE GATE.  PASS THROUGH GATE
 QS0757'AND FOLLOW TRACK ROAD SW FOR 1.5 MILES TO ANOTHER WIRE
 QS0757'GATE, PASS THROUGH GATE AND TURN LEFT ALONG THE E SIDE OF A
 QS0757'CULTIVATED FIELD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 QS0757'THE LEFT AS DESCRIBED.  CONTINUE ON FOR 0.2 MILE TO A
 QS0757'WIRE GATE, PASS THROUGH GATE AND THEN TURN RIGHT ALONG
 QS0757'THE S SIDE OF AN E-W FENCE LINE AND CONTINUE IN A W
 QS0757'DIRECTION FOR 0.75 MILE TO THE TOP OF PLATEAU AND STATION AS
 QS0757'DESCRIBED.
 QS0757'
 QS0757'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 QS0757
 QS0757                          STATION RECOVERY (1948)
 QS0757
 QS0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0757'RECOVERED AS DESCRIBED AND ALL THE MARKS WERE IN GOOD CONDITION.
 QS0757'DISTANCES TO THE REFERENCE MARKS CHECKED AND FOUND TO BE
 QS0757'CORRECT.  FOLLOWING IS A COMPLETE DESCRIPTION.
 QS0757'
 QS0757'IT IS 8-1/2 MILES WEST OF AKASKA AND 1 MILE EAST OF THE
 QS0757'MISSOURI RIVER, NEAR THE SOUTHWEST END OF A PROMINENT PLATEAU
 QS0757'AND ON LAND OWNED BY GOTTHOLD SUZLE.  IT IS 120 FEET WEST
 QS0757'OF THE EAST SLOPE, 75 FEET NORTH OF THE SOUTH SLOPE, 50 FEET
 QS0757'EAST OF THE WEST SLOPE AND 9 FEET NORTH OF A WITNESS POST.
 QS0757'IT IS A STANDARD MISSOURI RIVER COMMISSION MARK FASTENED TO
 QS0757'THE TOP OF 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT IS
 QS0757'UNSTAMPED.
 QS0757'
 QS0757'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION.  THE MARK
 QS0757'PROJECTS 6 INCHES AND THE DISK IS STAMPED LE BEAU M R C NO
 QS0757'1 1945.
 QS0757'
 QS0757'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  THE MARK
 QS0757'PROJECTS 6 INCHES AND THE DISK IS STAMPED LE BEAU M R C
 QS0757'NO 2 1945.
 QS0757'
 QS0757'THE AZIMUTH MARK IS 1.0 MILE NORTHEAST OF THE STATION.  IT
 QS0757'IS 19 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE MAIN
 QS0757'ROAD, 3 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A
 QS0757'FENCELINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0757'LE BEAU 1945.
 QS0757'
 QS0757'TO REACH THE STATION FROM THE POST OFFICE IN AKASKA, GO EAST
 QS0757'0.05 MILE, TURN LEFT AND GO NORTH 1.15 MILE TO A CROSSROADS,
 QS0757'TURN LEFT AND GO WEST 3.0 MILES TO A FORK, TAKE THE LEFT
 QS0757'ROAD AND CONTINUE WESTERLY 4.70 MILES TO A WIRE GATE 0.1
 QS0757'MILE NORTHWEST OF A FARM HOUSE, PASS THROUGH THE GATE AND
 QS0757'GO SOUTHWESTERLY ON THE MAIN TRACK ROAD 0.4 MILE TO A GATE,
 QS0757'PASS THROUGH THE GATE, GO SOUTH AND WEST 0.6 MILE, TO A GATE,
 QS0757'PASS THROUGH THE GATE AND LEAVE THE MAIN ROAD AND FOLLOW
 QS0757'A DIM ROAD EAST OF A FENCE FOR 0.05 MILE TO A FENCE CORNER,
 QS0757'TURN RIGHT AND FOLLOW A DIM ROAD ALONG THE SOUTH SIDE OF A
 QS0757'FENCE 0.25 MILE TO A GATE, PASS THROUGH THE GATE AND
 QS0757'CONTINUE WESTERLY 0.3 MILE TO THE TOP OF A RIDGE, TURN LEFT
 QS0757'AND GO SOUTH 0.2 MILE TO THE HIGHEST POINT AND THE
 QS0757'STATION AS DESCRIBED
 QS0757'
 QS0757'HEIGHT OF LIGHT 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0829 ***********************************************************************
 QS0829  DESIGNATION -  LEAF
 QS0829  PID         -  QS0829
 QS0829  STATE/COUNTY-  SD/CORSON
 QS0829  COUNTRY     -  US
 QS0829  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0829
 QS0829                         *CURRENT SURVEY CONTROL
 QS0829  ______________________________________________________________________
 QS0829* NAD 83(1996) POSITION- 45 50 59.64573(N) 100 48 39.65814(W)   ADJUSTED
 QS0829* NAVD 88 ORTHO HEIGHT -   633.4   (meters)     2078.    (feet) VERTCON3
 QS0829  ______________________________________________________________________
 QS0829  GEOID HEIGHT    -        -21.129 (meters)                     GEOID18
 QS0829  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 QS0829  HORZ ORDER      -  THIRD
 QS0829
 QS0829.The horizontal coordinates were established by classical geodetic methods
 QS0829.and adjusted by the National Geodetic Survey in January 1998.
 QS0829
 QS0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0829
 QS0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0829.GEOID18 height accuracy estimate available here.
 QS0829
 QS0829.Click photographs - Photos may exist for this station.
 QS0829
 QS0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0829
 QS0829. The following values were computed from the NAD 83(1996) position.
 QS0829
 QS0829;                    North         East     Units Scale Factor Converg.
 QS0829;SPC SD N     -   224,413.452   537,005.115   MT  1.00003641   -0 34 26.4
 QS0829;SPC SD N     -   736,263.13  1,761,824.28   sFT  1.00003641   -0 34 26.4
 QS0829;UTM  14      - 5,078,965.481   359,390.791   MT  0.99984306   -1 17 58.7
 QS0829
 QS0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0829!SPC SD N     -   0.99990402  x   1.00003641  =   0.99994043
 QS0829!UTM  14      -   0.99990402  x   0.99984306  =   0.99974709
 QS0829
 QS0829:                Primary Azimuth Mark                     Grid Az
 QS0829:SPC SD N     -  LEAF 2 AZ MK                             002 47 53.5
 QS0829:UTM  14      -  LEAF 2 AZ MK                             003 31 25.8
 QS0829
 QS0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5939078965(NAD 83)
 QS0829
 QS0829|---------------------------------------------------------------------|
 QS0829| PID    Reference Object                     Distance      Geod. Az  |
 QS0829|                                                           dddmmss.s |
 QS0829| QS0831 LEAF 2 AZ MK                        APPROX. 1.3 KM 0021327.1 |
 QS0829| CO5835 LEAF AZ MK                                         1790120.3 |
 QS0829| QS0830 MC LAUGHLIN PUBLIC SCHOOL CHIM      APPROX. 4.4 KM 1804855.9 |
 QS0829| QS0827 MC LAUGHLIN MUNICIPAL TANK          APPROX. 3.9 KM 1805457.5 |
 QS0829| CO5836 LEAF RM 1                             7.648 METERS 18152     |
 QS0829| QS0832 LEAF 2                               46.966 METERS 27401     |
 QS0829| CO5837 LEAF RM 2                             9.587 METERS 28624     |
 QS0829|---------------------------------------------------------------------|
 QS0829
 QS0829                          SUPERSEDED SURVEY CONTROL
 QS0829
 QS0829  NAD 83(1986)-  45 50 59.63701(N)    100 48 39.65380(W) AD(       ) 3
 QS0829  NAD 27      -  45 50 59.63600(N)    100 48 38.18100(W) AD(       ) 3
 QS0829  NGVD 29 (07/19/86)  633.0    (m)         2077.     (f) VERT ANG       
 QS0829
 QS0829.Superseded values are not recommended for survey control.
 QS0829
 QS0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0829.See file dsdata.pdf to determine how the superseded data were derived.
 QS0829
 QS0829_MARKER: DS = TRIANGULATION STATION DISK
 QS0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0829_STAMPING: LEAF 1952
 QS0829_MARK LOGO: CGS
 QS0829_PROJECTION: FLUSH
 QS0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0829+STABILITY: SURFACE MOTION
 QS0829
 QS0829  HISTORY     - Date     Condition        Report By
 QS0829  HISTORY     - 1952     MONUMENTED       CGS
 QS0829  HISTORY     - 1979     GOOD             NGS
 QS0829
 QS0829                          STATION DESCRIPTION
 QS0829
 QS0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0829'THE STATION IS ABOUT 2-1/2 MILES NORTH OF MC LAUGHLIN, ON
 QS0829'A LOW RIDGE ON THE WEST SIDE OF STATE HIGHWAY 63, IN SECTION
 QS0829'19, T 22 N, R 27 E, 18 FEET WEST OF THE EDGE OF THE HIGHWAY
 QS0829'CUT, AND 14 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 QS0829'
 QS0829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QS0829'AND STATE HIGHWAY 63 AT THE NORTH EDGE OF MC LAUGHLIN, GO
 QS0829'NORTH ON HIGHWAY 63 FOR 1.25 MILES TO A SIDE ROAD RIGHT,
 QS0829'CONTINUE NORTH FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT,
 QS0829'CONTINUE NORTH FOR 0.5 MILE TO TOP OF RIDGE AND STATION ON THE
 QS0829'LEFT.
 QS0829'
 QS0829'THE STATION MARK IS SET FLUSH WITH THE GROUND, AND THE DISK
 QS0829'IS STAMPED LEAF 1952.
 QS0829'
 QS0829'REFERENCE MARK 1 IS 18 FEET WEST OF THE EDGE OF THE HIGHWAY
 QS0829'CUT.  THE MARK IS SET FLUSH WITH THE GROUND, AND THE DISK
 QS0829'IS STAMPED LEAF NO 1 1952.
 QS0829'
 QS0829'REFERENCE MARK 2 IS 50 FEET WEST OF THE EDGE OF THE HIGHWAY
 QS0829'CUT.  THE MARK IS SET FLUSH WITH THE GROUND, AND THE DISK IS
 QS0829'STAMPED LEAF NO 2 1952.
 QS0829'
 QS0829'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF STATE
 QS0829'HIGHWAY 63, 5 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST,
 QS0829'AND 3 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES,
 QS0829'AND THE DISK IS STAMPED LEAF 1952.
 QS0829
 QS0829                          STATION RECOVERY (1979)
 QS0829
 QS0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QS0829'THE STATION MARK, RM 1, RM 2, AZIMUTH MARK WERE RECOVERED IN GOOD
 QS0829'CONDITION.  ALL MARKS ARE IN WAY OF ROAD CONSTRUCTION AND WERE
 QS0829'DESTROYED AFTER LEAF 2 WAS ESTABLISHED.
 QS0829'
 QS0829'THE DISTANCE TO RM 1 AND RM 2 CHECKED THE 1952 DATA, THE DIRECTION
 QS0829'TO RM 1 DID NOT CHECK BY 1 MIN 52 SECONDS, THE DIRECTION TO RM 2 DID
 QS0829'NOT CHECK BY 2 MIN 51 SECONDS, THE DIRECTION TO THE AZIMUTH MARK AND
 QS0829'MC LAUGHLIN SCHOOL CHIMNEY CHECK THE 1952 DATA.
 QS0829'
 QS0829'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 QS0829'---LEAF 1952---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 3 CM
 QS0829'(1 INCH) ON SIDE FLUSH WITH THE GROUND.  (DESTROYED.)
 QS0829'
 QS0829'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QS0829'STAMPED---LEAF NO 1 1952---.  (DESTROYED.)
 QS0829'
 QS0829'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QS0829'STAMPED---LEAF NO 2 1979---.  (DESTROYED.)
 QS0829'
 QS0829'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QS0829'STAMPED---LEAF 1952---.  (DESTROYED.)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0832 ***********************************************************************
 QS0832  DESIGNATION -  LEAF 2
 QS0832  PID         -  QS0832
 QS0832  STATE/COUNTY-  SD/CORSON
 QS0832  COUNTRY     -  US
 QS0832  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0832
 QS0832                         *CURRENT SURVEY CONTROL
 QS0832  ______________________________________________________________________
 QS0832* NAD 83(1996) POSITION- 45 50 59.75224(N) 100 48 41.82961(W)   NO CHECK
 QS0832* NAVD 88 ORTHO HEIGHT -   629.0   (meters)     2064.    (feet) VERTCON3
 QS0832  ______________________________________________________________________
 QS0832  GEOID HEIGHT    -        -21.128 (meters)                     GEOID18
 QS0832  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 QS0832  HORZ ORDER      -  THIRD
 QS0832
 QS0832.The horizontal coordinates were established by classical geodetic methods
 QS0832.and adjusted by the National Geodetic Survey in January 1998.
 QS0832
 QS0832.No horizontal observational check was made to the station.
 QS0832
 QS0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0832
 QS0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0832.GEOID18 height accuracy estimate available here.
 QS0832
 QS0832.Click photographs - Photos may exist for this station.
 QS0832
 QS0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0832
 QS0832. The following values were computed from the NAD 83(1996) position.
 QS0832
 QS0832;                    North         East     Units Scale Factor Converg.
 QS0832;SPC SD N     -   224,417.210   536,958.297   MT  1.00003642   -0 34 27.9
 QS0832;SPC SD N     -   736,275.46  1,761,670.68   sFT  1.00003642   -0 34 27.9
 QS0832;UTM  14      - 5,078,969.831   359,344.034   MT  0.99984322   -1 18 00.3
 QS0832
 QS0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0832!SPC SD N     -   0.99990471  x   1.00003642  =   0.99994113
 QS0832!UTM  14      -   0.99990471  x   0.99984322  =   0.99974794
 QS0832
 QS0832:                Primary Azimuth Mark                     Grid Az
 QS0832:SPC SD N     -  LEAF 2 AZ MK                             004 49 20.7
 QS0832:UTM  14      -  LEAF 2 AZ MK                             005 32 53.1
 QS0832
 QS0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5934478969(NAD 83)
 QS0832
 QS0832|---------------------------------------------------------------------|
 QS0832| PID    Reference Object                     Distance      Geod. Az  |
 QS0832|                                                           dddmmss.s |
 QS0832| QS0831 LEAF 2 AZ MK                        APPROX. 1.3 KM 0041452.8 |
 QS0832| CO5839 LEAF 2 RM 4                          22.540 METERS 00607     |
 QS0832| QS0829 LEAF                                 46.966 METERS 09401     |
 QS0832| CO5835 LEAF AZ MK                                         1753506.0 |
 QS0832| QS0830 MC LAUGHLIN PUBLIC SCHOOL CHIM      APPROX. 4.4 KM 1801223.0 |
 QS0832| QS0827 MC LAUGHLIN MUNICIPAL TANK          APPROX. 3.9 KM 1801316.2 |
 QS0832| CO5838 LEAF 2 RM 3                          13.887 METERS 18246     |
 QS0832|---------------------------------------------------------------------|
 QS0832
 QS0832                          SUPERSEDED SURVEY CONTROL
 QS0832
 QS0832  NAD 83(1986)-  45 50 59.74353(N)    100 48 41.82537(W) AD(       ) 3
 QS0832  NAD 27      -  45 50 59.74252(N)    100 48 40.35282(W) AD(       ) 3
 QS0832  NGVD 29 (07/19/86)  628.6    (m)         2062.     (f) VERT ANG       
 QS0832
 QS0832.Superseded values are not recommended for survey control.
 QS0832
 QS0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0832.See file dsdata.pdf to determine how the superseded data were derived.
 QS0832
 QS0832_MARKER: DH = HORIZONTAL CONTROL DISK
 QS0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0832_STAMPING: LEAF 2 1979
 QS0832_MARK LOGO: NGS
 QS0832_PROJECTION: FLUSH
 QS0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0832+STABILITY: SURFACE MOTION
 QS0832
 QS0832  HISTORY     - Date     Condition        Report By
 QS0832  HISTORY     - 1979     MONUMENTED       NGS
 QS0832
 QS0832                          STATION DESCRIPTION
 QS0832
 QS0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QS0832'STATION IS LOCATED ABOUT 2.5 MILES NORTH OF MC LAUGHLIN, ON A LOW
 QS0832'RIDGE WEST OF STATE HIGHWAY 63.
 QS0832'
 QS0832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QS0832'HIGHWAY 63 IN MC LAUGHLIN, GO NORTH ON STATE HIGHWAY 63 FOR 2.5 MILES
 QS0832'TO STATION ON LEFT ON TOP OF RIDGE.
 QS0832'
 QS0832'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 QS0832'---LEAF 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 QS0832'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 75.3 METERS
 QS0832'(247 FEET) W FROM THE CENTER LINE OF STATE HIGHWAY 63 AND 0.52 METER
 QS0832'(1.7 FEET) NW FROM A WITNESS POST.
 QS0832'
 QS0832'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QS0832'STAMPED---LEAF 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE 1.04
 QS0832'METERS (3.4 FEET) BELOW THE SURFACE.
 QS0832'
 QS0832'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QS0832'STAMPED---LEAF 2 NO 3 1979---SET INTO THE TOP OF A ROUND CONCRETE
 QS0832'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 QS0832'75.6 METERS (248 FEET) W FROM THE CENTER OF STATE HIGHWAY 63, 13.78
 QS0832'METERS (45.2 FEET) SSW FROM A WITNESS POST, AND IS LEVEL WITH THE
 QS0832'STATION.
 QS0832'
 QS0832'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QS0832'STAMPED---LEAF 2 NO4 1979---SET IN A DRILL HOLE IN A ROCK OUTCROP
 QS0832'LOCATED 73.8 METERS (242 FEET) W FROM THE CENTER OF STATE HIGHWAY 63,
 QS0832'22.62 METERS (74.2 FEET) N FROM A WITNESS POST, AND IS LEVEL WITH THE
 QS0832'STATION.
 QS0832'
 QS0832'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 QS0832'STAMPED---LEAF 2 1979---SET INTO THE TOP OF A ROUND CONCRETE
 QS0832'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 QS0832'32.6 METERS (107 FEET) E FROM THE CENTER OF STATE HIGHWAY 63, 11.9
 QS0832'METERS (39 FEET) S FROM THE CENTER OF GRAVEL ROAD, 1.28 METERS (4.2
 QS0832'FEET) E FROM POWER LINE POLE (RED COUP 60), AND 0.49 METER (1.6 FEET)
 QS0832'W FROM A WITNESS POST.
 QS0832'
 QS0832'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 QS0832'63 FOR 0.8 MILE TO CROSSROAD AND MARK ON RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0831 ***********************************************************************
 QS0831  DESIGNATION -  LEAF 2 AZ MK
 QS0831  PID         -  QS0831
 QS0831  STATE/COUNTY-  SD/CORSON
 QS0831  COUNTRY     -  US
 QS0831  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0831
 QS0831                         *CURRENT SURVEY CONTROL
 QS0831  ______________________________________________________________________
 QS0831* NAD 83(1996) POSITION- 45 51 42.67877(N) 100 48 37.26593(W)   NO CHECK
 QS0831* NAVD 88 ORTHO HEIGHT -   621.7   (meters)     2040.    (feet) VERTCON3
 QS0831  ______________________________________________________________________
 QS0831  GEOID HEIGHT    -        -21.127 (meters)                     GEOID18
 QS0831  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 QS0831  HORZ ORDER      -  THIRD
 QS0831
 QS0831.The horizontal coordinates were established by classical geodetic methods
 QS0831.and adjusted by the National Geodetic Survey in January 1998.
 QS0831
 QS0831.No horizontal observational check was made to the station.
 QS0831
 QS0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0831
 QS0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0831.GEOID18 height accuracy estimate available here.
 QS0831
 QS0831.Click photographs - Photos may exist for this station.
 QS0831
 QS0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0831
 QS0831. The following values were computed from the NAD 83(1996) position.
 QS0831
 QS0831;                    North         East     Units Scale Factor Converg.
 QS0831;SPC SD N     -   225,741.546   537,070.027   MT  1.00003936   -0 34 24.7
 QS0831;SPC SD N     -   740,620.39  1,762,037.25   sFT  1.00003936   -0 34 24.7
 QS0831;UTM  14      - 5,080,292.388   359,472.505   MT  0.99984278   -1 17 58.0
 QS0831
 QS0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0831!SPC SD N     -   0.99990585  x   1.00003936  =   0.99994521
 QS0831!UTM  14      -   0.99990585  x   0.99984278  =   0.99974865
 QS0831
 QS0831:                Primary Azimuth Mark                     Grid Az
 QS0831:SPC SD N     -  LEAF 2                                   184 49 20.8
 QS0831:UTM  14      -  LEAF 2                                   185 32 54.1
 QS0831
 QS0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5947280292(NAD 83)
 QS0831
 QS0831|---------------------------------------------------------------------|
 QS0831| PID    Reference Object                     Distance      Geod. Az  |
 QS0831|                                                           dddmmss.s |
 QS0831| QS0832 LEAF 2                              APPROX. 1.3 KM 1841456.1 |
 QS0831|---------------------------------------------------------------------|
 QS0831
 QS0831                          SUPERSEDED SURVEY CONTROL
 QS0831
 QS0831  NAD 83(1986)-  45 51 42.67006(N)    100 48 37.26162(W) AD(       ) 3
 QS0831  NAD 27      -  45 51 42.66918(N)    100 48 35.78967(W) AD(       ) 3
 QS0831  NGVD 29 (07/19/86)  621.3    (m)         2038.     (f) VERT ANG       
 QS0831
 QS0831.Superseded values are not recommended for survey control.
 QS0831
 QS0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0831.See file dsdata.pdf to determine how the superseded data were derived.
 QS0831
 QS0831_MARKER: DZ = AZIMUTH MARK DISK
 QS0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0831_STAMPING: LEAF 2 1979
 QS0831_MARK LOGO: NGS
 QS0831_PROJECTION: FLUSH
 QS0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0831+STABILITY: SURFACE MOTION
 QS0831
 QS0831  HISTORY     - Date     Condition        Report By
 QS0831  HISTORY     - 1979     MONUMENTED       NGS
 QS0831
 QS0831                          STATION DESCRIPTION
 QS0831
 QS0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QS0831'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF MAHTO, 5.8 MI
 QS0831'(9.3 KM) SOUTHEAST OF MAPLE LEAF AND 3.3 MI (5.3 KM) NORTH OF
 QS0831'MCLAUGHLIN.
 QS0831'
 QS0831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QS0831'HIGHWAY 63 IN MC LAUGHLIN, GO NORTH ON STATE HIGHWAY 63 FOR 3.3 MI
 QS0831'(5.3 KM) TO A CROSSROAD AND THE MARK ON THE RIGHT.
 QS0831'
 QS0831'IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES)
 QS0831'IN DIAMETER FLUSH WITH THE GROUND LOCATED 32.6 M (107.0 FT) EAST FROM
 QS0831'THE CENTERLINE OF STATE HIGHWAY 63, 11.9 M (39.0 FT) SOUTH FROM THE
 QS0831'CENTERLINE OF A GRAVEL ROAD, 1.28 M (4.2 FT) EAST FROM POWER LINE POLE
 QS0831'(RED COUP 60) AND 0.49 M (1.6 FT) WEST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0686 ***********************************************************************
 QR0686  DESIGNATION -  LEBANON ST MARYS CATH CH CROSS
 QR0686  PID         -  QR0686
 QR0686  STATE/COUNTY-  SD/POTTER
 QR0686  COUNTRY     -  US
 QR0686  USGS QUAD   -  LEBANON (2017)
 QR0686
 QR0686                         *CURRENT SURVEY CONTROL
 QR0686  ______________________________________________________________________
 QR0686* NAD 83(1996) POSITION- 45 04 12.25862(N) 099 45 55.06684(W)   ADJUSTED
 QR0686  ______________________________________________________________________
 QR0686  GEOID HEIGHT    -        -22.539 (meters)                     GEOID18
 QR0686  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 QR0686  HORZ ORDER      -  THIRD
 QR0686
 QR0686.The horizontal coordinates were established by classical geodetic methods
 QR0686.and adjusted by the National Geodetic Survey in January 1998.
 QR0686
 QR0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0686.GEOID18 height accuracy estimate available here.
 QR0686
 QR0686.Click photographs - Photos may exist for this station.
 QR0686
 QR0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0686
 QR0686. The following values were computed from the NAD 83(1996) position.
 QR0686
 QR0686;                    North         East     Units Scale Factor Converg.
 QR0686;SPC SD N     -   137,456.225   618,481.920   MT  0.99993917   +0 09 58.0
 QR0686;SPC SD N     -   450,970.96  2,029,136.10   sFT  0.99993917   +0 09 58.0
 QR0686;UTM  14      - 4,991,019.391   439,756.508   MT  0.99964462   -0 32 30.6
 QR0686
 QR0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3975691019(NAD 83)
 QR0686
 QR0686                          SUPERSEDED SURVEY CONTROL
 QR0686
 QR0686  NAD 83(1986)-  45 04 12.25123(N)    099 45 55.07502(W) AD(       ) 3
 QR0686  NAD 27      -  45 04 12.33000(N)    099 45 53.66000(W) AD(       ) 3
 QR0686
 QR0686.Superseded values are not recommended for survey control.
 QR0686
 QR0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0686.See file dsdata.pdf to determine how the superseded data were derived.
 QR0686
 QR0686_MARKER: 91 = CHURCH CROSS
 QR0686
 QR0686  HISTORY     - Date     Condition        Report By
 QR0686  HISTORY     - 1935     FIRST OBSERVED   CGS
 QR0686  HISTORY     - 1973     GOOD             USAF
 QR0686
 QR0686                          STATION DESCRIPTION
 QR0686
 QR0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0686'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF ST. MARYS
 QR0686'CATHOLIC CHURCH IN LEBANON.  THE CHURCH IS A WHITE WOODEN
 QR0686'BUILDING WITH A SQUARE WHITE WOODEN TOWER AT THE S CENTER OVER
 QR0686'THE ENTRANCE.  THE UPPER PART OF THE TOWER IS A BELFRY WITH
 QR0686'A POINTED TOP LOUVERED WINDOW ON EACH SIDE.  THE TOWER IS
 QR0686'SURMOUNTED BY A LOW SQUARE SHINGLE SPIRE WITH A DECORATED STEEL
 QR0686'CROSS AT THE TIP.  THE BASE OF THE SPIRE IS FLARED OUTWARD.
 QR0686'
 QR0686'THE CHURCH IS IN THE NE PART OF LEBANON, AT THE NW CORNER OF
 QR0686'THE SECOND STREET E OF THE MAIN STREET OF TOWN AND THE THIRD
 QR0686'STREET N OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK WHICH
 QR0686'IS ALSO THE FIRST STREET S OF U.S. HIGHWAY 212.
 QR0686'
 QR0686'THE SPIRE IS ABOUT 60 FEET HIGH AND IS NOT VERY PROMINENT.
 QR0686
 QR0686                          STATION RECOVERY (1973)
 QR0686
 QR0686'RECOVERY NOTE BY US AIR FORCE 1973
 QR0686'STATION IS THE BASE OF THE CROSS ON THE SPIRE OF ST MARYS
 QR0686'CATHOLIC CHURCH IN LEBANON.  STATION WAS RECOVERED IN GOOD
 QR0686'CONDITION.  A NEW U.S. HIGHWAY 212 HAS BEEN CONSTRUCTED ONE
 QR0686'(1) MILE SOUTH OF LEBANON AND RAILROAD TRACKS MENTIONED IN
 QR0686'DESCRIPTION HAVE BEEN REMOVED.  A NEW DESCRIPTION IS AS FOLLOWS--
 QR0686'
 QR0686'FROM THE POST OFFICE IN LEBANON, GO NORTH ON MAIN STREET FOR
 QR0686'0.05 MILE TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.15 MILE
 QR0686'TO CHURCH LOCATION ON LEFT.  THE CHURCH IS A WHITE WOODEN
 QR0686'STRUCTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2457 ***********************************************************************
 PU2457  DESIGNATION -  LEE 2
 PU2457  PID         -  PU2457
 PU2457  STATE/COUNTY-  SD/MEADE
 PU2457  COUNTRY     -  US
 PU2457  USGS QUAD   -  HEREFORD NE (2017)
 PU2457
 PU2457                         *CURRENT SURVEY CONTROL
 PU2457  ______________________________________________________________________
 PU2457* NAD 83(1986) POSITION- 44 23 35.     (N) 102 50 37.     (W)   SCALED
 PU2457* NAVD 88 ORTHO HEIGHT -   805.96  (meters)     2644.2   (feet) RESET
 PU2457  ______________________________________________________________________
 PU2457  GEOID HEIGHT    -        -17.736 (meters)                     GEOID18
 PU2457  VERT ORDER      -  THIRD
 PU2457
 PU2457.The horizontal coordinates were scaled from a map and have
 PU2457.an estimated accuracy of +/- 6 seconds.
 PU2457
 PU2457.The orthometric height was computed from unverified reset data.
 PU2457
 PU2457.No vertical observational check was made to the station.
 PU2457
 PU2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2457.GEOID18 height accuracy estimate available here.
 PU2457
 PU2457.Click photographs - Photos may exist for this station.
 PU2457
 PU2457;                    North         East    Units  Estimated Accuracy
 PU2457;SPC SD N     -    66,180.      373,480.      MT  (+/- 180 meters Scaled)
 PU2457
 PU2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK717177(NAD 83)
 PU2457
 PU2457                          SUPERSEDED SURVEY CONTROL
 PU2457
 PU2457  NGVD 29 (04/17/07)  805.50   (m)         2642.7    (f) RESET       3  
 PU2457
 PU2457.Superseded values are not recommended for survey control.
 PU2457
 PU2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2457.See file dsdata.pdf to determine how the superseded data were derived.
 PU2457
 PU2457_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2457_STAMPING: LEE 2 1990
 PU2457_MARK LOGO: NGS
 PU2457_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2457+STABILITY: SURFACE MOTION
 PU2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2457+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PU2457
 PU2457  HISTORY     - Date     Condition        Report By
 PU2457  HISTORY     - 1990     MONUMENTED       NGS
 PU2457
 PU2457                          STATION DESCRIPTION
 PU2457
 PU2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2457'19.31 KM (12.00 MI) WEST ALONG STATE HIGHWAY 34 FROM UNION CENTER,
 PU2457'THEN 19.63 KM (12.20 MI) SOUTH ALONG MEADE COUNTY ROAD 21, OR 32.99
 PU2457'KM (20.50 MI) NORTH ALONG THE COUNTY ROAD FROM NEW UNDERWOOD, O.8 KM
 PU2457'NORTH FROM THE HEREFORD BAPTIST CHURCH, 31.4 M (103.0 FT) WEST FROM
 PU2457'THE CENTER OF THE COUNTY ROAD, 27.5 M (90.2 FT) SOUTH FROM A
 PU2457'POWER-POLE, 26.0 M (85.3 FT) NORTH FROM THE CENTER OF A GATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2458 ***********************************************************************
 PU2458  DESIGNATION -  LEE 2 RM 3
 PU2458  PID         -  PU2458
 PU2458  STATE/COUNTY-  SD/MEADE
 PU2458  COUNTRY     -  US
 PU2458  USGS QUAD   -  HEREFORD NE (2017)
 PU2458
 PU2458                         *CURRENT SURVEY CONTROL
 PU2458  ______________________________________________________________________
 PU2458* NAD 83(1986) POSITION- 44 23 35.     (N) 102 50 37.     (W)   SCALED
 PU2458* NAVD 88 ORTHO HEIGHT -   805.92  (meters)     2644.1   (feet) RESET
 PU2458  ______________________________________________________________________
 PU2458  GEOID HEIGHT    -        -17.736 (meters)                     GEOID18
 PU2458  VERT ORDER      -  THIRD
 PU2458
 PU2458.The horizontal coordinates were scaled from a map and have
 PU2458.an estimated accuracy of +/- 6 seconds.
 PU2458
 PU2458.The orthometric height was computed from unverified reset data.
 PU2458
 PU2458.No vertical observational check was made to the station.
 PU2458
 PU2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2458.GEOID18 height accuracy estimate available here.
 PU2458
 PU2458.Click photographs - Photos may exist for this station.
 PU2458
 PU2458;                    North         East    Units  Estimated Accuracy
 PU2458;SPC SD N     -    66,180.      373,480.      MT  (+/- 180 meters Scaled)
 PU2458
 PU2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK717177(NAD 83)
 PU2458
 PU2458                          SUPERSEDED SURVEY CONTROL
 PU2458
 PU2458  NGVD 29 (04/17/07)  805.46   (m)         2642.6    (f) RESET       3  
 PU2458
 PU2458.Superseded values are not recommended for survey control.
 PU2458
 PU2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2458.See file dsdata.pdf to determine how the superseded data were derived.
 PU2458
 PU2458_MARKER: DR = REFERENCE MARK DISK
 PU2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2458_STAMPING: LEE 2 1990 NO 3
 PU2458_MARK LOGO: NGS
 PU2458_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2458+STABILITY: SURFACE MOTION
 PU2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2458+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PU2458
 PU2458  HISTORY     - Date     Condition        Report By
 PU2458  HISTORY     - 1990     MONUMENTED       NGS
 PU2458
 PU2458                          STATION DESCRIPTION
 PU2458
 PU2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2458'19.31 KM (12.00 MI) WEST ALONG STATE HIGHWAY 34 FROM UNION CENTER,
 PU2458'THEN 19.63 KM (12.20 MI) SOUTH ALONG MEADE COUNTY ROAD 21, OR 32.99
 PU2458'KM (20.50 MI) NORTH ALONG THE COUNTY ROAD FROM NEW UNDERWOOD, O.8 KM
 PU2458'NORTH FROM THE HEREFORD BAPTIST CHURCH, 31.4 M (103.0 FT) WEST FROM
 PU2458'THE CENTER OF THE COUNTY ROAD, 17.5 M (57.4 FT) SOUTH FROM A
 PU2458'POWER-POLE, 36.0 M (118.1 FT) NORTH FROM THE CENTER OF A GATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2459 ***********************************************************************
 PU2459  DESIGNATION -  LEE 2 RM 4
 PU2459  PID         -  PU2459
 PU2459  STATE/COUNTY-  SD/MEADE
 PU2459  COUNTRY     -  US
 PU2459  USGS QUAD   -  HEREFORD NE (2017)
 PU2459
 PU2459                         *CURRENT SURVEY CONTROL
 PU2459  ______________________________________________________________________
 PU2459* NAD 83(1986) POSITION- 44 23 35.     (N) 102 50 37.     (W)   SCALED
 PU2459* NAVD 88 ORTHO HEIGHT -   806.03  (meters)     2644.5   (feet) RESET
 PU2459  ______________________________________________________________________
 PU2459  GEOID HEIGHT    -        -17.736 (meters)                     GEOID18
 PU2459  VERT ORDER      -  THIRD
 PU2459
 PU2459.The horizontal coordinates were scaled from a map and have
 PU2459.an estimated accuracy of +/- 6 seconds.
 PU2459
 PU2459.The orthometric height was computed from unverified reset data.
 PU2459
 PU2459.No vertical observational check was made to the station.
 PU2459
 PU2459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2459.GEOID18 height accuracy estimate available here.
 PU2459
 PU2459.Click photographs - Photos may exist for this station.
 PU2459
 PU2459;                    North         East    Units  Estimated Accuracy
 PU2459;SPC SD N     -    66,180.      373,480.      MT  (+/- 180 meters Scaled)
 PU2459
 PU2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK717177(NAD 83)
 PU2459
 PU2459                          SUPERSEDED SURVEY CONTROL
 PU2459
 PU2459  NGVD 29 (04/17/07)  805.57   (m)         2642.9    (f) RESET       3  
 PU2459
 PU2459.Superseded values are not recommended for survey control.
 PU2459
 PU2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2459.See file dsdata.pdf to determine how the superseded data were derived.
 PU2459
 PU2459_MARKER: DR = REFERENCE MARK DISK
 PU2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2459_STAMPING: LEE 2 1990 NO 4
 PU2459_MARK LOGO: NGS
 PU2459_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2459+STABILITY: SURFACE MOTION
 PU2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2459+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PU2459
 PU2459  HISTORY     - Date     Condition        Report By
 PU2459  HISTORY     - 1990     MONUMENTED       NGS
 PU2459
 PU2459                          STATION DESCRIPTION
 PU2459
 PU2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2459'19.31 KM (12.00 MI) WEST ALONG STATE HIGHWAY 34 FROM UNION CENTER,
 PU2459'THEN 19.63 KM (12.20 MI) SOUTH ALONG MEADE COUNTY ROAD 21, OR 32.99
 PU2459'KM (20.50 MI) NORTH ALONG THE COUNTY ROAD FROM NEW UNDERWOOD, O.8 KM
 PU2459'NORTH FROM THE HEREFORD BAPTIST CHURCH, 31.4 M (103.0 FT) WEST FROM
 PU2459'THE CENTER OF THE COUNTY ROAD, 37.5 M (123.0 FT) SOUTH FROM A
 PU2459'POWER-POLE, 16.0 M (52.5 FT) NORTH FROM THE CENTER OF A GATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0893 ***********************************************************************
 QS0893  DESIGNATION -  LEMER
 QS0893  PID         -  QS0893
 QS0893  STATE/COUNTY-  SD/DEWEY
 QS0893  COUNTRY     -  US
 QS0893  USGS QUAD   -  FIRESTEEL (2017)
 QS0893
 QS0893                         *CURRENT SURVEY CONTROL
 QS0893  ______________________________________________________________________
 QS0893* NAD 83(1996) POSITION- 45 27 27.70919(N) 101 16 57.42508(W)   ADJUSTED
 QS0893* NAVD 88 ORTHO HEIGHT -   721.    (meters)     2365.    (feet) SCALED
 QS0893  ______________________________________________________________________
 QS0893  GEOID HEIGHT    -        -20.724 (meters)                     GEOID18
 QS0893  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 QS0893  HORZ ORDER      -  SECOND
 QS0893
 QS0893.The horizontal coordinates were established by classical geodetic methods
 QS0893.and adjusted by the National Geodetic Survey in January 1998.
 QS0893
 QS0893.The orthometric height was scaled from a topographic map.
 QS0893
 QS0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0893.GEOID18 height accuracy estimate available here.
 QS0893
 QS0893.Click photographs - Photos may exist for this station.
 QS0893
 QS0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0893
 QS0893. The following values were computed from the NAD 83(1996) position.
 QS0893
 QS0893;                    North         East     Units Scale Factor Converg.
 QS0893;SPC SD N     -   181,301.335   499,685.795   MT  0.99996426   -0 54 27.9
 QS0893;SPC SD N     -   594,819.46  1,639,385.81   sFT  0.99996426   -0 54 27.9
 QS0893;UTM  14      - 5,036,331.201   321,533.546   MT  0.99999161   -1 37 38.4
 QS0893
 QS0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0893!SPC SD N     -   0.99989016  x   0.99996426  =   0.99985442
 QS0893!UTM  14      -   0.99989016  x   0.99999161  =   0.99988177
 QS0893
 QS0893:                Primary Azimuth Mark                     Grid Az
 QS0893:SPC SD N     -  LEMER AZ MK                              190 33 39.7
 QS0893:UTM  14      -  LEMER AZ MK                              191 16 50.2
 QS0893
 QS0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2153336331(NAD 83)
 QS0893
 QS0893|---------------------------------------------------------------------|
 QS0893| PID    Reference Object                     Distance      Geod. Az  |
 QS0893|                                                           dddmmss.s |
 QS0893| QS0800 CAIRN 7 MI NE OF TIMBER LAKE        APPROX.23.2 KM 0835942.2 |
 QS0893| QS0863 TIMBER LAKE ODEGAARD ELEV VENT      APPROX.16.4 KM 0994650.0 |
 QS0893| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX.16.5 KM 1002618.4 |
 QS0893| CQ7999 LEMER RM 1                           20.361 METERS 12808     |
 QS0893| QS0892 FIRESTEEL GRADE SCHOOL BELFRY       APPROX. 3.7 KM 1820741.8 |
 QS0893| CQ7998 LEMER AZ MK                                        1893911.8 |
 QS0893| QS0896 ISABEL O LAUGHLIN E ELEV S GAB      APPROX.13.7 KM 2373903.9 |
 QS0893| QS0898 ISABEL ST MARYS CATH CH SPIRE       APPROX.13.3 KM 2380345.3 |
 QS0893| QS0895 ISABEL O LAUGHLIN W ELEV S GAB      APPROX.13.8 KM 2380722.1 |
 QS0893| CQ8000 LEMER RM 2                           19.246 METERS 26007     |
 QS0893|---------------------------------------------------------------------|
 QS0893
 QS0893                          SUPERSEDED SURVEY CONTROL
 QS0893
 QS0893  NAD 83(1986)-  45 27 27.70116(N)    101 16 57.42233(W) AD(       ) 2
 QS0893  NAD 27      -  45 27 27.75400(N)    101 16 55.89200(W) AD(       ) 2
 QS0893
 QS0893.Superseded values are not recommended for survey control.
 QS0893
 QS0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0893.See file dsdata.pdf to determine how the superseded data were derived.
 QS0893
 QS0893_MARKER: DS = TRIANGULATION STATION DISK
 QS0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0893_STAMPING: LEMER 1952
 QS0893_MARK LOGO: CGS
 QS0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0893+STABILITY: SURFACE MOTION
 QS0893
 QS0893  HISTORY     - Date     Condition        Report By
 QS0893  HISTORY     - 1952     MONUMENTED       CGS
 QS0893  HISTORY     - 1954     GOOD             CGS
 QS0893
 QS0893                          STATION DESCRIPTION
 QS0893
 QS0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0893'THE STATION IS IN SECTION 10, T 17 N, R 23 E, ON THE SUMMIT
 QS0893'OF A LOW PROMINENT MOUND, ABOUT 2 MILES NORTH OF FIRESTEEL,
 QS0893'1 MILE SOUTH OF THE DEWEY-CORSON COUNTY LINE AND ON LAND
 QS0893'OWNED BY MR. MATT LEMER.
 QS0893'
 QS0893'TO REACH THE STATION FROM FIRESTEEL, GO NORTH OF STATE
 QS0893'HIGHWAY 8 FOR 0.1 MILE TO A CROSS ROAD WHERE THE HIGHWAY
 QS0893'TURNS TO THE EAST, CONTINUE NORTHERLY ON A GRADED DIRT
 QS0893'ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 QS0893'BELOW, CONTINUE NORTHERLY ON THE DIRT ROAD FOR 0.7 MILE
 QS0893'TO A TRACK ROAD ON THE RIGHT, TURN RIGHT (EAST) AND FOLLOW THE
 QS0893'TRACK ROAD FOR 0.15 MILE, TURN RIGHT (EAST) ACROSS PASTURE
 QS0893'LAND FOR 0.1 MILE TO THE HIGHEST POINT AND STATION.
 QS0893'
 QS0893'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0893'LEMER 1952.
 QS0893'
 QS0893'REFERENCE MARK 1 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QS0893'LEMER NO 1 1952.
 QS0893'
 QS0893'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0893'LEMER NO 2 1952.
 QS0893'
 QS0893'THE AZIMUTH MARK IS 75 FEET NORTH OF A POWERLINE POLE, 31
 QS0893'FEET EAST OF THE CENTER OF THE ROAD, AND 3.5 FEET NORTH OF
 QS0893'A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES
 QS0893'AND THE DISK IS STAMPED LEMER 1952.
 QS0893'
 QS0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QS0893
 QS0893                          STATION RECOVERY (1954)
 QS0893
 QS0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QS0893'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QS0893'TO BE IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0743 ***********************************************************************
 QS0743  DESIGNATION -  LEMLER
 QS0743  PID         -  QS0743
 QS0743  STATE/COUNTY-  SD/POTTER
 QS0743  COUNTRY     -  US
 QS0743  USGS QUAD   -  STEAMBOAT CREEK (2017)
 QS0743
 QS0743                         *CURRENT SURVEY CONTROL
 QS0743  ______________________________________________________________________
 QS0743* NAD 83(1996) POSITION- 45 11 40.15120(N) 100 09 35.47979(W)   ADJUSTED
 QS0743* NAVD 88 ORTHO HEIGHT -   612.46  (+/-2cm)     2009.4   (feet) VERTCON3
 QS0743  ______________________________________________________________________
 QS0743  GEOID HEIGHT    -        -22.262 (meters)                     GEOID18
 QS0743  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 QS0743  HORZ ORDER      -  FIRST
 QS0743  VERT ORDER      -  THIRD ? (See Below)
 QS0743
 QS0743.The horizontal coordinates were established by classical geodetic methods
 QS0743.and adjusted by the National Geodetic Survey in January 1998.
 QS0743
 QS0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0743
 QS0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0743.GEOID18 height accuracy estimate available here.
 QS0743
 QS0743.The vertical order pertains to the NGVD 29 superseded value.
 QS0743
 QS0743.Click photographs - Photos may exist for this station.
 QS0743
 QS0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0743
 QS0743. The following values were computed from the NAD 83(1996) position.
 QS0743
 QS0743;                    North         East     Units Scale Factor Converg.
 QS0743;SPC SD N     -   151,267.748   587,439.347   MT  0.99994223   -0 06 47.3
 QS0743;SPC SD N     -   496,284.27  1,927,290.59   sFT  0.99994223   -0 06 47.3
 QS0743;UTM  14      - 5,005,210.046   408,895.465   MT  0.99970205   -0 49 22.7
 QS0743
 QS0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0743!SPC SD N     -   0.99990748  x   0.99994223  =   0.99984971
 QS0743!UTM  14      -   0.99990748  x   0.99970205  =   0.99960955
 QS0743
 QS0743:                Primary Azimuth Mark                     Grid Az
 QS0743:SPC SD N     -  VON WALD                                 160 07 17.7
 QS0743:UTM  14      -  VON WALD                                 160 49 53.1
 QS0743
 QS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0889505210(NAD 83)
 QS0743
 QS0743|---------------------------------------------------------------------|
 QS0743| PID    Reference Object                     Distance      Geod. Az  |
 QS0743|                                                           dddmmss.s |
 QS0743| CQ5607 LEMLER AZ MK                                       0855454.7 |
 QS0743| CQ5608 LEMLER RM 1                          33.952 METERS 09238     |
 QS0743| QS0740 VON WALD                            APPROX.16.0 KM 1600030.4 |
 QS0743| CQ5609 LEMLER RM 2                          28.053 METERS 18352     |
 QS0743|---------------------------------------------------------------------|
 QS0743
 QS0743                          SUPERSEDED SURVEY CONTROL
 QS0743
 QS0743  NAD 83(1986)-  45 11 40.14303(N)    100 09 35.48209(W) AD(       ) 1
 QS0743  NAD 27      -  45 11 40.17900(N)    100 09 34.02200(W) AD(       ) 1
 QS0743  NGVD 29             612.08   (m)         2008.1    (f) LEVELING    3  
 QS0743
 QS0743.Superseded values are not recommended for survey control.
 QS0743
 QS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0743.See file dsdata.pdf to determine how the superseded data were derived.
 QS0743
 QS0743_MARKER: DS = TRIANGULATION STATION DISK
 QS0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0743_STAMPING: LEMLER 1934
 QS0743_MARK LOGO: CGS
 QS0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0743+STABILITY: SURFACE MOTION
 QS0743
 QS0743  HISTORY     - Date     Condition        Report By
 QS0743  HISTORY     - 1934     MONUMENTED       CGS
 QS0743  HISTORY     - 1948     GOOD             CGS
 QS0743  HISTORY     - 1967     GOOD             CGS
 QS0743  HISTORY     - 1973     GOOD             USAF
 QS0743
 QS0743                          STATION DESCRIPTION
 QS0743
 QS0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0743'STATION IS LOCATED ON THE HIGHEST POINT OF A SLIGHT RISE
 QS0743'ON PASTURE LAND 100 YARDS WSW OF FARM BUILDINGS OWNED BY
 QS0743'WM. LEMLER, 35 YARDS N OF AN ANGLING FARM ROAD, AND 30 YARDS
 QS0743'S OF A FENCE LINE.  THIS POINT IS 6 MILES E OF THE MISSOURI
 QS0743'RIVER, AND HAS GOOD VISIBILITY TO THE S, W, AND N.  THERE
 QS0743'ARE HIGHER HILLS 1-1/2 MILES NNE.
 QS0743'
 QS0743'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QS0743'BRONZE DISKS SET IN CONCRETE.
 QS0743'
 QS0743'REFERENCE MARK NO. 1 IS E OF THE STATION.
 QS0743'
 QS0743'REFERENCE MARK NO. 2 IS SSW OF THE STATION.
 QS0743'
 QS0743'THE AZIMUTH MARK IS E OF THE STATION AND APPROXIMATELY 0.1
 QS0743'MILE ESE OF LEMLERS FARMHOUSE.  IT IS 8 FEET W OF A FENCE CORNER
 QS0743'AND 3 FEET S OF AN E AND W FENCE.
 QS0743'
 QS0743'THE STATION MAY BE REACHED FROM AKASKA, BY DRIVING S ON GRADED
 QS0743'ROAD 8.9 MILES FROM THE LARGE, TWO-STORY SCHOOL BUILDING IN
 QS0743'THE TOWN OF AKASKA.  LEAVE THE GRADE AND TURN RIGHT, OR W,
 QS0743'THROUGH A WIRE GATE.  (THERE IS A 3-FOOT GRANITE BOULDER IN
 QS0743'THE SW CORNER OF THE INTERSECTION, INSIDE FENCE CORNER.)
 QS0743'DRIVE DUE W ON DIRT ROAD ALONG THE N SIDE OF THE FENCE FOR
 QS0743'1.4 MILES.  PASS A ROW OF LARGE GRANITE BOULDERS ON THE S
 QS0743'SIDE OF THE ROAD AND CONTINUE W, 0.1 MILE.  TURN LEFT, OR S,
 QS0743'ON ONLY ROAD AND GO 0.3 MILE.  PASS THROUGH WIRE GATE IN N
 QS0743'AND S FENCE AND DRIVE SOUTHWESTERLY TOWARDS FARM BUILDINGS
 QS0743'0.2 MILE.  PASS ON THE E SIDE OF THE FARM BUILDINGS (WM.
 QS0743'LEMLERS), AND DRIVE S THROUGH A WIRE GATE AND THEN CONTINUE
 QS0743'S, 100 YARDS TO THE STATION.
 QS0743'
 QS0743'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0743
 QS0743                          STATION RECOVERY (1948)
 QS0743
 QS0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0743'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 QS0743'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE
 QS0743'DESCRIPTION TO REACH THE STATION.  NEW DESCRIPTION FOLLOWS--
 QS0743'
 QS0743'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WHITLOCK
 QS0743'CROSSING, ABOUT 6 MILES EAST OF THE MISSOURI RIVER, ON THE
 QS0743'HIGHEST POINT OF A SLIGHT RISE IN A PASTURE, ABOUT 100 YARDS
 QS0743'WEST-SOUTHWEST OF A FARMYARD, 35 YARDS NORTH OF THE APPROXIMATE
 QS0743'CENTERLINE OF A TRACK ROAD, AND 30 YARDS SOUTH OF A WIRE FENCE.
 QS0743'IT IS IN SECTION 20, T 120 N, R 77 W ON LAND OWNED BY WILLIAM
 QS0743'LEMLER.
 QS0743'THE STATION MARK
 QS0743'PROJECTS 6 INCHES, AND THE DISK IS STAMPED LEMLER 1934.
 QS0743'
 QS0743'REFERENCE MARK NO. 1 IS 111.27 FEET EAST OF THE STATION,
 QS0743'AND 30 YARDS SOUTH OF THE WIRE FENCE.  IT PROJECTS 8 INCHES,
 QS0743'AND THE DISK IS STAMPED LEMLER NO 1 1934.
 QS0743'
 QS0743'REFERENCE MARK NO. 2 IS 92.05 FEET SOUTH-SOUTHWEST OF THE
 QS0743'STATION, AND 40 FEET NORTH OF THE CENTERLINE OF THE TRACK
 QS0743'ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED LEMLER
 QS0743'NO 2 1934.
 QS0743'
 QS0743'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 QS0743'ABOUT 0.1 MILE EAST-SOUTHEAST OF THE FARMHOUSE, 20 FEET NORTH OF
 QS0743'THE CENTERLINE OF A TRACK ROAD, 8 FEET WEST OF A FENCE CORNER,
 QS0743'AND 2.5 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS 6 INCHES,
 QS0743'AND IS A REFERENCE MARK DISK STAMPED LEMLER AZIMUTH 1934.
 QS0743'
 QS0743'TO REACH THE STATION FROM THE STORE AT WHITLOCK CROSSING, GO
 QS0743'EAST ON U.S. HIGHWAY 212 FOR 11.7 MILES.  THEN LEFT, NORTH,
 QS0743'ON U.S. HIGHWAY 83 FOR 12.1 MILES TO A CROSSROAD.  TURN LEFT,
 QS0743'WEST, ON A GRADED DIRT ROAD FOR 4.8 MILES.  THEN RIGHT,
 QS0743'NORTHERLY, FOR 0.6 MILE TO FARM BUILDINGS*.  TURN LEFT, WEST,
 QS0743'(THROUGH GATE AT THE SOUTH SIDE OF A BARN) FOR 0.2 MILE TO THE
 QS0743'HIGHEST POINT AND THE STATION AS DESCRIBED.
 QS0743'
 QS0743'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A
 QS0743'FARM ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 QS0743'
 QS0743'*1948 DIRECTIONS TRANSFERED TO VON WALD 1934 TO SHOW COMPARISON
 QS0743'WITH 1934 DIRECTIONS.
 QS0743
 QS0743                          STATION RECOVERY (1967)
 QS0743
 QS0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 QS0743'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN
 QS0743'GOOD CONDITION AS DESCRIBED.
 QS0743'
 QS0743'THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE FROM THE
 QS0743'STATION (NEW CONSTRUCTION)9 NO NEW AZIMUTH WAS SET.
 QS0743'
 QS0743'THE OLD DESCRIPTION IS ADEQUATE.
 QS0743'
 QS0743'STANDARD BRACED TRIPOD USED.
 QS0743
 QS0743                          STATION RECOVERY (1973)
 QS0743
 QS0743'RECOVERY NOTE BY US AIR FORCE 1973
 QS0743'STATION AND MARKS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0382 ***********************************************************************
 QT0382  DESIGNATION -  LEMMON
 QT0382  PID         -  QT0382
 QT0382  STATE/COUNTY-  SD/PERKINS
 QT0382  COUNTRY     -  US
 QT0382  USGS QUAD   -  LEMMON (2017)
 QT0382
 QT0382                         *CURRENT SURVEY CONTROL
 QT0382  ______________________________________________________________________
 QT0382* NAD 83(1996) POSITION- 45 56 37.56285(N) 102 10 17.08920(W)   ADJUSTED
 QT0382* NAVD 88 ORTHO HEIGHT -   811.1   (meters)     2661.    (feet) VERTCON3
 QT0382  ______________________________________________________________________
 QT0382  GEOID HEIGHT    -        -18.858 (meters)                     GEOID18
 QT0382  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 QT0382  HORZ ORDER      -  FIRST
 QT0382
 QT0382.The horizontal coordinates were established by classical geodetic methods
 QT0382.and adjusted by the National Geodetic Survey in January 1998.
 QT0382
 QT0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0382
 QT0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0382.GEOID18 height accuracy estimate available here.
 QT0382
 QT0382.Click photographs - Photos may exist for this station.
 QT0382
 QT0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0382
 QT0382. The following values were computed from the NAD 83(1996) position.
 QT0382
 QT0382;                    North         East     Units Scale Factor Converg.
 QT0382;SPC SD N     -   236,789.628   431,634.789   MT  1.00006070   -1 32 12.5
 QT0382;SPC SD N     -   776,867.30  1,416,121.80   sFT  1.00006070   -1 32 12.5
 QT0382;UTM  13      - 5,091,690.503   719,242.927   MT  1.00019096   +2 02 00.9
 QT0382
 QT0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0382!SPC SD N     -   0.99987582  x   1.00006070  =   0.99993651
 QT0382!UTM  13      -   0.99987582  x   1.00019096  =   1.00006675
 QT0382
 QT0382:                Primary Azimuth Mark                     Grid Az
 QT0382:SPC SD N     -  LEMMON AZ MK                             277 32 12.0
 QT0382:UTM  13      -  LEMMON AZ MK                             273 57 58.6
 QT0382
 QT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1924291690(NAD 83)
 QT0382
 QT0382|---------------------------------------------------------------------|
 QT0382| PID    Reference Object                     Distance      Geod. Az  |
 QT0382|                                                           dddmmss.s |
 QT0382| QT0351 D 119                               APPROX. 0.9 KM 0854139.2 |
 QT0382| QT0379 LEMMON PUBLIC SCHOOL FLAGPOLE       APPROX. 0.7 KM 1024751.1 |
 QT0382| QT0380 LEMMON AMERICAN LUTH CH SPIRE       APPROX. 0.7 KM 1073842.3 |
 QT0382| CQ8002 LEMMON RM 1                          13.228 METERS 11011     |
 QT0382| QT0378 LEMMON SPENCER MEM PRESB CH         APPROX. 0.7 KM 1155113.8 |
 QT0382| QT0383 LEMMON MUNICIPAL TANK                11.082 METERS 14601     |
 QT0382| CQ8003 LEMMON RM 2                          13.374 METERS 22010     |
 QT0382| CQ8001 LEMMON AZ MK                                       2755959.5 |
 QT0382|---------------------------------------------------------------------|
 QT0382
 QT0382                          SUPERSEDED SURVEY CONTROL
 QT0382
 QT0382  NAD 83(1986)-  45 56 37.55424(N)    102 10 17.08670(W) AD(       ) 1
 QT0382  NAD 27      -  45 56 37.54400(N)    102 10 15.52700(W) AD(       ) 1
 QT0382  NGVD 29 (07/19/86)  810.6    (m)         2659.     (f) VERT ANG       
 QT0382
 QT0382.Superseded values are not recommended for survey control.
 QT0382
 QT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0382.See file dsdata.pdf to determine how the superseded data were derived.
 QT0382
 QT0382_MARKER: DS = TRIANGULATION STATION DISK
 QT0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0382_STAMPING: LEMMON 1934
 QT0382_MARK LOGO: CGS
 QT0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0382+STABILITY: SURFACE MOTION
 QT0382
 QT0382  HISTORY     - Date     Condition        Report By
 QT0382  HISTORY     - 1934     MONUMENTED       CGS
 QT0382  HISTORY     - 1951     GOOD             CGS
 QT0382  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QT0382
 QT0382                          STATION DESCRIPTION
 QT0382
 QT0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0382'STATION IS LOCATED ABOUT 1.0 MILE W OF LEMMON, IN NW 1/4
 QT0382'OF SEC. 21, T 128 N, R 16 E, ON THE SAME KNOLL AS THE LEMMON
 QT0382'WATER TANK.  MARK IS SET ON NORTHERN EDGE OF KNOLL 24.55
 QT0382'FEET NNW OF WATER TANK.
 QT0382'
 QT0382'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0382'BRONZE DISKS SET IN CONCRETE.
 QT0382'
 QT0382'REFERENCE MARK NO. 1 IS 13.228 METERS (43.40 FEET) ESE OF
 QT0382'STATION, 14.38 FEET ENE OF WATER TANK, LEMMON.
 QT0382'
 QT0382'REFERENCE MARK NO. 2 IS 13.874 METERS (45.52 FEET) SSW OF STATION,
 QT0382'37.13 FEET E OF WATER TANK, LEMMON.
 QT0382'
 QT0382'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE W OF STATION, 30.0 FEET
 QT0382'N OF CENTER LINE OF U.S. HIGHWAY 12, WHICH RUNS E AND W, AND
 QT0382'147 FEET E OF CENTER LINE OF N AND S T-ROAD.
 QT0382'
 QT0382'MILEPOST 270 WAS REMOVED WHEN ROAD WAS CONSTRUCTED.  NO OTHERS
 QT0382'VISIBLE.
 QT0382'
 QT0382'STATION IS REACHED BY GOING W ON U.S. HIGHWAY 12, 0.6 MILE
 QT0382'FROM LEMMON DEPOT, TURN LEFT (S) OFF U.S. HIGHWAY 12 AND RIGHT
 QT0382'(W) AGAIN ON ROAD LEADING UP TO WATER TANK 0.2 MILE AWAY.
 QT0382'
 QT0382'HEIGHT OF LIGHT ABOVE STATION MARK - 2.2 METERS.
 QT0382
 QT0382                          STATION RECOVERY (1951)
 QT0382
 QT0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0382'STATION RECOVERED AS DESCRIBED AND MARKS FOUND TO BE IN GOOD
 QT0382'CONDITION.  THE 1934 DESCRIPTION TO REACH THE STATION IS ADEQUATE
 QT0382'AND CORRECT.
 QT0382'
 QT0382'STATION MARK PROJECTS ABOUT 10 INCHES, AND THE DISK IS STAMPED
 QT0382'LEMMON 1934.
 QT0382'
 QT0382'REFERENCE MARK NO. 1 PROJECTS ABOUT 18 INCHES, AND THE DISK
 QT0382'IS STAMPED LEMMON NO 1 1934.
 QT0382'
 QT0382'REFERENCE MARK NO. 2 PROJECTS ABOUT 10 INCHES, AND THE DISK
 QT0382'IS STAMPED LEMMON NO 2 1934.
 QT0382'
 QT0382'AZIMUTH MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED
 QT0382'LEMMON AZI 1934.
 QT0382
 QT0382                          STATION RECOVERY (1957)
 QT0382
 QT0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QT0382'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QT0382'CONDITION.  A LETTER WAS RECEIVED FROM MR. HELMER J. DOSLAND,
 QT0382'CITY SUPERVISOR, TO THE EFFECT THAT THE STATION MARK AND THE
 QT0382'REFERENCE MARKS WERE IN THE WAY OF CONSTRUCTION OF A NEW AND
 QT0382'LARGER WATER TANK.  A LETTER WAS ALSO RECEIVED FROM THE
 QT0382'HIGHWAY ENGINEER OF ADAMS COUNTY SAYING THAT THE AZIMUTH MARK
 QT0382'FOR THIS STATION WAS IN THE WAY OF HIGHWAY CONSTRUCTION.  A
 QT0382'NEW STATION WAS ESTABLISHED ON LOWER GROUND ON THE WEST SLOPE
 QT0382'OF TOWER HILL.  FOR DETAILS SEE DESCRIPTION OF LEMMON 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0375 ***********************************************************************
 QT0375  DESIGNATION -  LEMMON 2 RESET
 QT0375  PID         -  QT0375
 QT0375  STATE/COUNTY-  SD/PERKINS
 QT0375  COUNTRY     -  US
 QT0375  USGS QUAD   -  LEMMON (2017)
 QT0375
 QT0375                         *CURRENT SURVEY CONTROL
 QT0375  ______________________________________________________________________
 QT0375* NAD 83(1996) POSITION- 45 56 37.62985(N) 102 10 18.00337(W)   NO CHECK
 QT0375* NAVD 88 ORTHO HEIGHT -   811.    (meters)     2661.    (feet) SCALED
 QT0375  ______________________________________________________________________
 QT0375  GEOID HEIGHT    -        -18.857 (meters)                     GEOID18
 QT0375  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 QT0375  HORZ ORDER      -  THIRD
 QT0375
 QT0375.The horizontal coordinates were established by classical geodetic methods
 QT0375.and adjusted by the National Geodetic Survey in January 1998.
 QT0375
 QT0375.No horizontal observational check was made to the station.
 QT0375
 QT0375.The orthometric height was scaled from a topographic map.
 QT0375
 QT0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0375.GEOID18 height accuracy estimate available here.
 QT0375
 QT0375.Click photographs - Photos may exist for this station.
 QT0375
 QT0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0375
 QT0375. The following values were computed from the NAD 83(1996) position.
 QT0375
 QT0375;                    North         East     Units Scale Factor Converg.
 QT0375;SPC SD N     -   236,792.224   431,615.160   MT  1.00006071   -1 32 13.1
 QT0375;SPC SD N     -   776,875.82  1,416,057.40   sFT  1.00006071   -1 32 13.1
 QT0375;UTM  13      - 5,091,691.871   719,223.172   MT  1.00019085   +2 02 00.3
 QT0375
 QT0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0375!SPC SD N     -   0.99987576  x   1.00006071  =   0.99993646
 QT0375!UTM  13      -   0.99987576  x   1.00019085  =   1.00006658
 QT0375
 QT0375:                Primary Azimuth Mark                     Grid Az
 QT0375:SPC SD N     -  LEMMON 2 AZ MK                           277 32 11.4
 QT0375:UTM  13      -  LEMMON 2 AZ MK                           273 57 58.0
 QT0375
 QT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1922391691(NAD 83)
 QT0375
 QT0375|---------------------------------------------------------------------|
 QT0375| PID    Reference Object                     Distance      Geod. Az  |
 QT0375|                                                           dddmmss.s |
 QT0375| QT0382 LEMMON                               19.799 METERS 09600     |
 QT0375| CQ8004 LEMMON 2 RM 3                        14.834 METERS 18608     |
 QT0375| AH8189 LEMMON 2 AZ MK                                     2755958.3 |
 QT0375| CQ8001 LEMMON AZ MK                                       2755957.5 |
 QT0375| CQ8005 LEMMON 2 RM 4                        13.810 METERS 27836     |
 QT0375|---------------------------------------------------------------------|
 QT0375
 QT0375                          SUPERSEDED SURVEY CONTROL
 QT0375
 QT0375  NAD 83(1986)-  45 56 37.62124(N)    102 10 18.00087(W) AD(       ) 3
 QT0375  NAD 27      -  45 56 37.61100(N)    102 10 16.44100(W) AD(       ) 3
 QT0375
 QT0375.Superseded values are not recommended for survey control.
 QT0375
 QT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0375.See file dsdata.pdf to determine how the superseded data were derived.
 QT0375
 QT0375_MARKER: DH = HORIZONTAL CONTROL DISK
 QT0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0375_STAMPING: LEMMON 1957 1982
 QT0375_MARK LOGO: NGS
 QT0375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QT0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0375+STABILITY: SURFACE MOTION
 QT0375
 QT0375  HISTORY     - Date     Condition        Report By
 QT0375  HISTORY     - 1982     MONUMENTED       NGS
 QT0375
 QT0375                          STATION DESCRIPTION
 QT0375
 QT0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QT0375'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 QT0375'GOOD CONDITION.  REFERENCE MARK 3 WAS RECOVERED IN POOR CONDITION,
 QT0375'PROJECTING ABOUT 0.6 M (2.0 FT) ABOVE THE GROUND AND TILTED AT ABOUT A
 QT0375'30 DEGREE ANGLE.  REFERENCE MARK 4 MONUMENT WAS RECOVERED BUT THE DISK
 QT0375'HAD BEEN BROOKEN OUT OF IT.  A NEW SURFACE MARK, REFERENCE MARKS 5 AND
 QT0375'6 WERE ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 QT0375'
 QT0375'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF LEMMON, JUST NORTHWEST
 QT0375'OF THE MUNICIPAL WATER TANK.
 QT0375'
 QT0375'TO REACH THE STATION FROM THE INTERSECTION OF FIRST STREET AND W EIGHT
 QT0375'AVENUE IN LEMMON, GO WEST ON BLADED ROAD FOR 0.1 KM (0.05 MI) TO TOP
 QT0375'OF HILL AND THE STATION.
 QT0375'
 QT0375'THE STATION IS A STANDARD NGS DISK STAMPED---LEMMON 2 1957 1982--- SET
 QT0375'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 QT0375'DIAMETER FLUSH, LOCATED 21.6 METERS (70.9 FT) NORTHWEST FROM THE
 QT0375'NORTHWEST EDGE OF A WATER TANK, 13.26 METERS (43.50 FT)
 QT0375'SOUTH-SOUTHWEST FROM A METAL WITNESS POST, 5.1 METERS (16.7 FT) SOUTH
 QT0375'FROM A SMALL TREE AND 1.3 METERS (4.3 FT) WEST FROM A SHALLOW DITCH.
 QT0375'
 QT0375'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED
 QT0375'---LEMMON 2 1957 NO 5 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 QT0375'MONUMENT 10 INCHES (25 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM)
 QT0375'ABOVE THE GROUND, LOCATED 5.3 METERS (17.4 FT) WEST FROM A GRAVELED
 QT0375'DRIVE, 3.5 METERS (11.5 FT) EAST FROM A SHALLOW DITCH AND 0.3 METERS
 QT0375'(1.0 FT) SOUTH FROM A METAL WITNESS POST.
 QT0375'
 QT0375'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK STAMPED
 QT0375'---LEMMON 2 1957 NO 6 1982--- SET INTO THE TOP OF A ROUND CONCRETE
 QT0375'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM)
 QT0375'ABOVE THE GROUND, LOCATED 15.0 METERS (49.2 FT) WEST FROM A SHALLOW
 QT0375'DITCH, 2.0 METERS (6.6 FT) SOUTH FROM A SMALL TREE AND 5.9 FEET
 QT0375'(1.8 M) 1.8 METERS (5.9 FT) LOWER THAN THE STATION.
 QT0375'
 QT0375'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED---LEMMON 2 1957---,
 QT0375'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 QT0375'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND, LOCATED 32.0
 QT0375'METERS (105.0 FT) WEST FROM THE CENTER OF ASPHALT ROAD, 16.8 METERS
 QT0375'(55.1 FT) NORTH FROM THE CENTER OF GRAVELED ROAD AND 0.3 METERS
 QT0375'(1.0 FT) EAST FROM A METAL WITNESS POST.
 QT0375'
 QT0375'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FIRST STREET
 QT0375'FOR 0.3 KM (0.20 MI) TO W SIXTH AVENUE.  TURN LEFT FOR 0.1 KM
 QT0375'(0.05 MI) TO AN ASPHALT ROAD.  TURN LEFT AND GO WEST ON ASPHALT ROAD
 QT0375'FOR 1.4 KM (0.85 MI) TO WHERE ASPHALT ROAD TURNS NORTH CONTINUE WEST
 QT0375'ON GRAVELED ROAD FOR 30 M (98.4 FT) TO MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0379 ***********************************************************************
 QT0379  DESIGNATION -  LEMMON PUBLIC SCHOOL FLAGPOLE
 QT0379  PID         -  QT0379
 QT0379  STATE/COUNTY-  SD/PERKINS
 QT0379  COUNTRY     -  US
 QT0379  USGS QUAD   -  LEMMON (2017)
 QT0379
 QT0379                         *CURRENT SURVEY CONTROL
 QT0379  ______________________________________________________________________
 QT0379* NAD 83(1996) POSITION- 45 56 32.84281(N) 102 09 47.31086(W)   ADJUSTED
 QT0379  ______________________________________________________________________
 QT0379  GEOID HEIGHT    -        -18.879 (meters)                     GEOID18
 QT0379  LAPLACE CORR    -         -7.00  (seconds)                    DEFLEC18
 QT0379  HORZ ORDER      -  THIRD
 QT0379
 QT0379.The horizontal coordinates were established by classical geodetic methods
 QT0379.and adjusted by the National Geodetic Survey in January 1998.
 QT0379
 QT0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0379.GEOID18 height accuracy estimate available here.
 QT0379
 QT0379.Click photographs - Photos may exist for this station.
 QT0379
 QT0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0379
 QT0379. The following values were computed from the NAD 83(1996) position.
 QT0379
 QT0379;                    North         East     Units Scale Factor Converg.
 QT0379;SPC SD N     -   236,626.769   432,272.112   MT  1.00006034   -1 31 51.4
 QT0379;SPC SD N     -   776,332.99  1,418,212.75   sFT  1.00006034   -1 31 51.4
 QT0379;UTM  13      - 5,091,567.633   719,889.240   MT  1.00019445   +2 02 22.2
 QT0379
 QT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1988991567(NAD 83)
 QT0379
 QT0379                          SUPERSEDED SURVEY CONTROL
 QT0379
 QT0379  NAD 83(1986)-  45 56 32.83408(N)    102 09 47.30716(W) AD(       ) 3
 QT0379  NAD 27      -  45 56 32.82600(N)    102 09 45.75900(W) AD(       ) 3
 QT0379
 QT0379.Superseded values are not recommended for survey control.
 QT0379
 QT0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0379.See file dsdata.pdf to determine how the superseded data were derived.
 QT0379
 QT0379_MARKER: 62 = FLAGPOLE
 QT0379
 QT0379  HISTORY     - Date     Condition        Report By
 QT0379  HISTORY     - 1934     FIRST OBSERVED   CGS
 QT0379  HISTORY     - 1970     GOOD             USAF
 QT0379
 QT0379                          STATION DESCRIPTION
 QT0379
 QT0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0379'POINT OBSERVED UPON IS THE TIP OF THE FLAGPOLE ATOP THE BRICK
 QT0379'PUBLIC SCHOOL LOCATED IN THE W. CENTRAL PORTION OF TOWN TWO
 QT0379'BLOCKS W. OF THE MAIN STREET.
 QT0379
 QT0379                          STATION RECOVERY (1970)
 QT0379
 QT0379'RECOVERY NOTE BY US AIR FORCE 1970
 QT0379'STATION RECOVERED IN GOOD CONDITION.  A NEW ADDITION HAS BEEN
 QT0379'BUILT TO THE SCHOOL HOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2161 ***********************************************************************
 PU2161  DESIGNATION -  LEMON
 PU2161  PID         -  PU2161
 PU2161  STATE/COUNTY-  SD/MEADE
 PU2161  COUNTRY     -  US
 PU2161  USGS QUAD   -  LEMMON BUTTE (2017)
 PU2161
 PU2161                         *CURRENT SURVEY CONTROL
 PU2161  ______________________________________________________________________
 PU2161* NAD 83(1996) POSITION- 44 57 13.03728(N) 102 21 45.16612(W)   ADJUSTED
 PU2161* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 PU2161  ______________________________________________________________________
 PU2161  GEOID HEIGHT    -        -18.672 (meters)                     GEOID18
 PU2161  LAPLACE CORR    -         -7.75  (seconds)                    DEFLEC18
 PU2161  HORZ ORDER      -  SECOND
 PU2161
 PU2161.The horizontal coordinates were established by classical geodetic methods
 PU2161.and adjusted by the National Geodetic Survey in January 1998.
 PU2161
 PU2161.The orthometric height was scaled from a topographic map.
 PU2161
 PU2161.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2161.GEOID18 height accuracy estimate available here.
 PU2161
 PU2161.Click photographs - Photos may exist for this station.
 PU2161
 PU2161.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2161
 PU2161. The following values were computed from the NAD 83(1996) position.
 PU2161
 PU2161;                    North         East     Units Scale Factor Converg.
 PU2161;SPC SD N     -   127,208.787   413,608.038   MT  0.99994056   -1 40 19.4
 PU2161;SPC SD N     -   417,350.83  1,356,979.04   sFT  0.99994056   -1 40 19.4
 PU2161;UTM  13      - 4,981,182.630   708,039.557   MT  1.00013222   +1 51 50.8
 PU2161
 PU2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2161!SPC SD N     -   0.99986913  x   0.99994056  =   0.99980970
 PU2161!UTM  13      -   0.99986913  x   1.00013222  =   1.00000133
 PU2161
 PU2161:                Primary Azimuth Mark                     Grid Az
 PU2161:SPC SD N     -  LEMON AZ MK                              235 18 35.7
 PU2161:UTM  13      -  LEMON AZ MK                              231 46 25.5
 PU2161
 PU2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0803981182(NAD 83)
 PU2161
 PU2161|---------------------------------------------------------------------|
 PU2161| PID    Reference Object                     Distance      Geod. Az  |
 PU2161|                                                           dddmmss.s |
 PU2161| CP9840 LEMON RM 1                            3.688 METERS 19252     |
 PU2161| CP9839 LEMON AZ MK                                        2333816.3 |
 PU2161| CP9841 LEMON RM 2                            7.815 METERS 30915     |
 PU2161|---------------------------------------------------------------------|
 PU2161
 PU2161                          SUPERSEDED SURVEY CONTROL
 PU2161
 PU2161  NAD 83(1993)-  44 57 13.02888(N)    102 21 45.16535(W) AD(       ) 2
 PU2161  NAD 83(1986)-  44 57 13.02885(N)    102 21 45.16526(W) AD(       ) 2
 PU2161  NAD 27      -  44 57 13.07460(N)    102 21 43.58560(W) AD(       ) 2
 PU2161
 PU2161.Superseded values are not recommended for survey control.
 PU2161
 PU2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2161.See file dsdata.pdf to determine how the superseded data were derived.
 PU2161
 PU2161_MARKER: DS = TRIANGULATION STATION DISK
 PU2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2161_STAMPING: LEMON 1950
 PU2161_MARK LOGO: CGS
 PU2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2161+STABILITY: SURFACE MOTION
 PU2161
 PU2161  HISTORY     - Date     Condition        Report By
 PU2161  HISTORY     - 1950     MONUMENTED       CGS
 PU2161  HISTORY     - 1951     GOOD             CGS
 PU2161  HISTORY     - 1962     POOR             CGS
 PU2161
 PU2161                          STATION DESCRIPTION
 PU2161
 PU2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2161'THE STATION IS LOCATED ABOUT 16 MILES WEST-SOUTHWEST OF FAITH,
 PU2161'ABOUT 4-1/2 MILES SOUTH OF U.S. HIGHWAY NO. 212, ON THE HIGHEST
 PU2161'ONE OF A GROUP OF HIGH PROMINENT BUTTES LOCALLY KNOWN AS THE
 PU2161'LEMON BUTTES, AND 5 FEET NORTH OF THE HIGHEST POINT OF THE BUTTE.
 PU2161'
 PU2161'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 212
 PU2161'AND STATE HIGHWAY NO. 73 AT THE WEST EDGE OF FAITH, GO WEST ON
 PU2161'NO. 212 FOR 8.9 MILES TO A DIRT SIDE ROAD ON THE LEFT.  THEN
 PU2161'LEFT, SOUTHERLY, FOLLOWING THE MAIN TRAVELED ROAD FOR 8.7-MILES
 PU2161'TO A SIDE ROAD ON THE LEFT.  CONTINUE AHEAD, WESTERLY AND
 PU2161'SOUTHERLY, FOR 5.0-MILES TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT,
 PU2161'WEST, FOR 4.1 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN H
 PU2161'RANCH-H TOLLEY.  THEN RIGHT, NORTH, FOR 1.05 MILE TO A
 PU2161'CATTLE GUARD AND A ROAD FORK.  CONTINUE AHEAD, NORTHERLY,
 PU2161'ON THE RIGHT ROAD FOR 0.65 MILE TO A WIRE GATE.  PASS THROUGH
 PU2161'GATE, NORTHEASTERLY, ON A TRACK ROAD FOR 0.65 MILE TO A GATE IN
 PU2161'AN EAST-WEST WIRE FENCE.  THEN TURN RIGHT, EAST, ALONG THE
 PU2161'SOUTH SIDE OF THE FENCE FOR 0.4 MILE TO A FENCE CORNER.  THEN
 PU2161'LEFT, NORTHEASTERLY, ACROSS PASTURE LAND FOR 0.7 MILE TO THE
 PU2161'AZIMUTH MARK AS DESCRIBED.  CONTINUE, NORTHEASTERLY, FOR 0.8
 PU2161'MILE TO A WIRE FENCE NEAR THE FOOT OF THE BUTTE AND THE END OF
 PU2161'TRUCK TRAVEL.  PACK NORTHEASTERLY FOR 15 MINUTES TO THE TOP
 PU2161'OF THE BUTTE AND THE STATION AS DESCRIBED.
 PU2161'
 PU2161'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED LEMON
 PU2161'1950.
 PU2161'
 PU2161'REFERENCE MARK NO. 1 IS 4 FEET WEST OF THE HIGHEST POINT OF THE
 PU2161'BUTTE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED LEMON NO 1
 PU2161'1950.
 PU2161'
 PU2161'REFERENCE MARK NO. 2 IS 8 FEET EAST OF THE WEST EDGE OF THE TOP OF
 PU2161'THE BUTTE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED LEMON
 PU2161'NO 2 1950.
 PU2161'
 PU2161'THE AZIMUTH MARK IS IN PASTURE LAND, ABOUT 0.3 MILE NORTHWEST OF
 PU2161'TWIN BUTTES, ON THE NORTHWEST SLOPE OF A HILL, ABOUT 0.3 MILE EAST
 PU2161'OF A WIRE FENCE, AND 4 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 PU2161'8 INCHES, AND THE DISK IS STAMPED LEMON 1950.
 PU2161'
 PU2161'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS FASTENED TO THE
 PU2161'TOPS OF 3-INCH IRON PIPES.  THE AZIMUTH MARK IS A STANDARD DISK
 PU2161'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PU2161
 PU2161                          STATION RECOVERY (1951)
 PU2161
 PU2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2161'THE STATION WAS RECOVERED AS DESCRIBED, AND THE MARKS WERE FOUND
 PU2161'IN GOOD CONDITION.  THE DIRECTIONS TO REACH THE STATION WERE
 PU2161'CORRECT.
 PU2161'
 PU2161'THE STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 PU2161'IRON PIPE PROJECTING 8 INCHES.  THE DISK IS STAMPED LEMON 1950.
 PU2161'
 PU2161'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP OF A
 PU2161'2-INCH IRON PIPE PROJECTING 6 INCHES.  THE DISK IS STAMPED LEMON
 PU2161'NO 1 1950.
 PU2161'
 PU2161'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON THE TOP OF A
 PU2161'2-INCH IRON PIPE PROJECTING 8 INCHES.  THE DISK IS STAMPED LEMON
 PU2161'NO 2 1950.
 PU2161'
 PU2161'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2161'CONCRETE CYLINDER PROJECTING 8 INCHES.  THE DISK IS STAMPED LEMON
 PU2161'1950.
 PU2161
 PU2161                          STATION RECOVERY (1962)
 PU2161
 PU2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2161'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 PU2161'WERE RECOVERED.  THE STATION MARK AND THE REFERENCE MARKS WERE
 PU2161'FOUND TO HAVE BEEN SUBJECTED TO EXTENSIVE EROSION AND THE PIPES
 PU2161'WERE PROJECTING ABOUT 15 INCHES ABOVE THE GROUND.  THE POSITIONS
 PU2161'OF THE MARKS WERE HELD AND THEY WERE LOWERED FLUSH WITH THE
 PU2161'GROUND SURFACE.
 PU2161'
 PU2161'THE STATION IS 16 MILES WEST-SOUTHWEST OF FAITH, 4-1/2 MILES
 PU2161'SOUTH OF U.S. HIGHWAY 212, ON THE HIGHEST ONE OF A GROUP OF
 PU2161'PROMINENT BUTTES KNOWN AS THE LEMON BUTTE AND ON THE RANCH PROPERTY
 PU2161'OF THE TALLEY BROTHERS.  THE STATION BUTTE IS TOTALY BARREN,
 PU2161'CONSISTING OF SOFT CLAY SOIL AND SUBJECT TO EXTENSIVE EROSION.
 PU2161'
 PU2161'TO REACH THE STATION FROM THE POST OFFICE AT MAURINE, DRIVE EAST
 PU2161'ON U.S. HIGHWAY 212 FOR 8.2 MILES TO A GRAVELED SIDE ROAD RIGHT AT
 PU2161'SIGN, OPAL.  TURN RIGHT AND DRIVE SOUTHERLY ON THE GRAVELED ROAD
 PU2161'FOR 9.7 MILES TO A CROSSROAD AND A SCHOOL HOUSE ON THE LEFT.  TURN
 PU2161'LEFT AND DRIVE EAST ON THE GRAVELED ROAD FOR 2.0 MILES TO A
 PU2161'CROSSROAD.  TURN LEFT AND CONTINUE NORTH AND EAST ON THE
 PU2161'GRAVELED ROAD FOR 1.0 MILE TO A BLADED SIDE ROAD ON THE LEFT AT
 PU2161'A MAIL BOX RESEMBLING A LOG CABIN AND A SIGN, H. TALLEY.  TURN
 PU2161'LEFT AND DRIVE NORTH ON THE BLADED RANCH ROAD FOR 4.2 MILES TO
 PU2161'THE NORTH OF THREE RANCH HOMES OF THE TALLEY BROTHERS.  CONTINUE
 PU2161'NORTH ON THE BLADED ROAD FOR 0.65 MILE TO THE NORTH SLOPE OF A
 PU2161'SUMMIT AND A WIRE GATE.  PASS THROUGH THE WIRE GATE, THENCE
 PU2161'TURN SHARP RIGHT THROUGH THE GRADER DITCH TO A GATE IN A
 PU2161'NORTHWEST FENCE CORNER.  PASS THROUGH THE GATE, THENCE TURN
 PU2161'RIGHT AND DRIVE SOUTH ON A TRACK ROAD ALONG THE EAST SIDE OF A
 PU2161'FENCE FOR 0.35 MILE.  CONTINUE SOUTHEASTERLY ON THE
 PU2161'TRACK ROAD, BEARING AWAY FROM THE FENCE, FOR 0.4 MILE TO AN
 PU2161'INTERSECTION WITH AN UNDERGROUND CABLE ROAD.  THE AZIMUTH MARK
 PU2161'IS 1/4 MILE SOUTH OF THIS POINT, ON THE SUMMIT OF AN EAST-WEST
 PU2161'RIDGE.  DRIVE EAST ALONG THE CABLE ROAD FOR 0.15 MILE TO THE
 PU2161'SUMMIT OF A NORTH-SOUTH RIDGE, THENCE TURN LEFT AND DRIVE NORTH
 PU2161'ACROSS COUNTRY FOR 0.2 MILE TO A DEEP RAVINE AND THE END OF
 PU2161'TRUCK TRAVEL.  PACK NORTH THROUGH A SADDLE BETWEEN TWO BUTTES,
 PU2161'THENCE NORTHWEST ON A TRAIL, THENCE NORTHEAST UP A STEEP SLOPE TO
 PU2161'HIGHEST POINT AND STATION.  IT IS A PACK OF ABOUT 15 MINUTES AND
 PU2161'CAUTION IS ADVISED IF WEATHER IS MOIST.
 PU2161'
 PU2161'THE STATION MARK IS A STANDARD DISK, STAMPED LEMON 1950, BRAZED
 PU2161'IN THE TOP OF AN IRON PIPE WHICH IS 3 INCHES IN DIAMETER AND
 PU2161'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 5 FEET NORTH
 PU2161'OF AND 1 FOOT LOWER THAN THE HIGHEST PART OF THE BUTTE.
 PU2161'
 PU2161'REFERENCE MARK 1, A STANDARD DISK STAMPED LEMON NO 1 1950, IS
 PU2161'BRAZED IN THE TOP OF AN IRON PIPE, 3 INCHES IN DIAMETER AND
 PU2161'FLUSH WITH THE SURFACE OF THE GROUND.
 PU2161'
 PU2161'REFERENCE MARK 2, A STANDARD DISK STAMPED LEMON NO 2 1950, IS
 PU2161'BRAZED IN THE TOP OF AN IRON PIPE, 3 INCHES IN DIAMETER AND FLUSH
 PU2161'WITH THE SURFACE OF THE GROUND.
 PU2161'
 PU2161'SLOPE MEASUREMENTS WERE MADE TO REFERENCE MARKS 1 AND 2 AND THE
 PU2161'DISTANCE REDUCED TO A HORIZONTAL.
 PU2161'
 PU2161'THE AZIMUTH MARK, A STANDARD DISK STAMPED LEMON 1950, IS SET IN
 PU2161'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2161'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FEET
 PU2161'NORTHWEST OF A 4-INCH SQUARE WOODEN WITNESS POST WHICH PROJECTS
 PU2161'24 INCHES ABOVE THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0752 ***********************************************************************
 OQ0752  DESIGNATION -  LENNOX RESET
 OQ0752  PID         -  OQ0752
 OQ0752  STATE/COUNTY-  SD/LINCOLN
 OQ0752  COUNTRY     -  US
 OQ0752  USGS QUAD   -  TEA (2017)
 OQ0752
 OQ0752                         *CURRENT SURVEY CONTROL
 OQ0752  ______________________________________________________________________
 OQ0752* NAD 83(1996) POSITION- 43 24 13.02627(N) 096 50 47.21908(W)   ADJUSTED
 OQ0752* NAVD 88 ORTHO HEIGHT -   431.47  (+/-2cm)     1415.6   (feet) VERTCON3
 OQ0752  ______________________________________________________________________
 OQ0752  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OQ0752  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 OQ0752  HORZ ORDER      -  FIRST
 OQ0752  VERT ORDER      -  THIRD ? (See Below)
 OQ0752
 OQ0752.The horizontal coordinates were established by classical geodetic methods
 OQ0752.and adjusted by the National Geodetic Survey in January 1998.
 OQ0752
 OQ0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0752
 OQ0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0752.GEOID18 height accuracy estimate available here.
 OQ0752
 OQ0752.The vertical order pertains to the NGVD 29 superseded value.
 OQ0752
 OQ0752.Click photographs - Photos may exist for this station.
 OQ0752
 OQ0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0752
 OQ0752. The following values were computed from the NAD 83(1996) position.
 OQ0752
 OQ0752;                    North         East     Units Scale Factor Converg.
 OQ0752;SPC SD S     -   124,826.643   882,348.457   MT  0.99991386   +2 24 19.6
 OQ0752;SPC SD S     -   409,535.41  2,894,838.23   sFT  0.99991386   +2 24 19.6
 OQ0752;UTM  14      - 4,807,889.940   674,381.372   MT  0.99997407   +1 28 48.5
 OQ0752
 OQ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0752!SPC SD S     -   0.99993648  x   0.99991386  =   0.99985034
 OQ0752!UTM  14      -   0.99993648  x   0.99997407  =   0.99991055
 OQ0752
 OQ0752:                Primary Azimuth Mark                     Grid Az
 OQ0752:SPC SD S     -  LENNOX AZ MK 2                           000 23 21.1
 OQ0752:UTM  14      -  LENNOX AZ MK 2                           001 18 52.2
 OQ0752
 OQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7438107889(NAD 83)
 OQ0752
 OQ0752|---------------------------------------------------------------------|
 OQ0752| PID    Reference Object                     Distance      Geod. Az  |
 OQ0752|                                                           dddmmss.s |
 OQ0752| CO3936 LENNOX AZ MK                                       0012417.7 |
 OQ0752| CO3937 LENNOX AZ MK 2                                     0024740.7 |
 OQ0752| OQ0720 HARRISBURG TANK                     APPROX.12.3 KM 0754107.4 |
 OQ0752| CO3940 LENNOX RM 3                          13.050 METERS 10259     |
 OQ0752| CO3938 LENNOX RM 1                          60.588 METERS 17450     |
 OQ0752| OQ0755 LENNOX TANK                         APPROX. 6.7 KM 2141537.5 |
 OQ0752| CO3939 LENNOX RM 2                          27.499 METERS 27742     |
 OQ0752|---------------------------------------------------------------------|
 OQ0752
 OQ0752                          SUPERSEDED SURVEY CONTROL
 OQ0752
 OQ0752  NAD 83(1995)-  43 24 13.02823(N)    096 50 47.21396(W) AD(       ) 1
 OQ0752  NAD 83(1986)-  43 24 13.03163(N)    096 50 47.20249(W) AD(       ) 1
 OQ0752  NAD 27      -  43 24 13.11400(N)    096 50 46.02000(W) AD(       ) 1
 OQ0752  NGVD 29             431.21   (m)         1414.7    (f) LEVELING    3  
 OQ0752
 OQ0752.Superseded values are not recommended for survey control.
 OQ0752
 OQ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0752.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0752
 OQ0752_MARKER: DH = HORIZONTAL CONTROL DISK
 OQ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0752_STAMPING: LENNOX 1935 1975
 OQ0752_MARK LOGO: NGS
 OQ0752_PROJECTION: RECESSED 46 CENTIMETERS
 OQ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0752+STABILITY: SURFACE MOTION
 OQ0752
 OQ0752  HISTORY     - Date     Condition        Report By
 OQ0752  HISTORY     - 1935     MONUMENTED       CGS
 OQ0752  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OQ0752
 OQ0752                          STATION DESCRIPTION
 OQ0752
 OQ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0752'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE SOUTHEAST
 OQ0752'QUARTER SEC. 10, T. 99 N., R. 51 W., ABOUT 2 MILES EAST AND
 OQ0752'3 MILES NORTH OF THE TOWN OF LENNOX, ABOUT 4 MILES WEST AND
 OQ0752'5 MILES NORTH OF THE TOWN OF WORTHING.
 OQ0752'
 OQ0752'TO REACH FROM THE MAIN STREET IN WORTHING, GO WEST ON GRAVELED
 OQ0752'ROAD 3.2 MILES, TURN RIGHT (NORTH) ON GRAVELED ROAD 5.0 MILES
 OQ0752'TO CROSSROADS, TURN LEFT (WEST) ON DIRT ROAD 1.0 MILE TO
 OQ0752'SCHOOLHOUSE.  MARK IS IN THE NORTHEAST CORNER OF THE
 OQ0752'SCHOOLYARD, 15 FEET SOUTH OF EAST-WEST FENCE, 38 FEET WEST
 OQ0752'OF NORTH-SOUTH FENCE LINE, AND IS FLUSH WITH GROUND.
 OQ0752'
 OQ0752'REFERENCE MARK NO. 1 IS SOUTH OF STATION IN EAST-WEST FENCE LINE,
 OQ0752'25 FEET WEST OF FENCE CORNER.  MARK PROJECTS ABOUT 8 INCHES ABOVE
 OQ0752'THE GROUND.
 OQ0752'
 OQ0752'REFERENCE MARK NO. 2 IS WEST OF STATION IN EAST-WEST FENCE
 OQ0752'LINE, 30 FEET NORTH OF BARN.  MARK PROJECTS 6 INCHES ABOVE THE
 OQ0752'GROUND.
 OQ0752'
 OQ0752'AZIMUTH MARK IS APPROXIMATELY 0.65 MILE NORTH OF STATION.
 OQ0752'
 OQ0752'TO REACH FROM CROSSROADS JUST SOUTH OF STATION, GO NORTH 0.7
 OQ0752'MILE TO MARK IN EAST RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS
 OQ0752'ABOUT 5 INCHES.
 OQ0752'
 OQ0752'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 OQ0752
 OQ0752                          STATION RECOVERY (1975)
 OQ0752
 OQ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0752'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 OQ0752'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF
 OQ0752'0.11 FOOT WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK NO. 2, IT
 OQ0752'MAY HAVE BEEN BUMPED AS IT WAS AT THE EDGE OF A FIELD, THE
 OQ0752'DIRECTION CHECKED GOOD.  UPON REQUEST OF THE PROPERTY OWNER THE
 OQ0752'STATION MARKS WERE LOWERED AND REFERENCE MARK NO. 2 WAS REMOVED,
 OQ0752'THE AREA IS TO BE PUT UNDER CULTIVATION.  THE AZIMUTH MARK WAS AT
 OQ0752'THE TOP OF THE DITCH BACKSLOPE AND SUBJECT TO EROSION, A NEW
 OQ0752'AZIMUTH MARK WAS SET NEARBY AND THE DISK REMOVED FROM THE
 OQ0752'ORIGINAL AZIMUTH MARK AT THIS TIME.  REFERENCE MARK NO. 3
 OQ0752'WAS SET.
 OQ0752'
 OQ0752'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 2 MILES EAST OF
 OQ0752'LENNOX, 1/2 MILE WEST AND 3 MILES SOUTH OF TEA, NEAR THE SE CORNER
 OQ0752'OF THE SE 1/4 OF SEC. 10, T 99 N, R 51 W, IN A CULTIVATED FIELD
 OQ0752'ON PROPERTY OWNED AND FARMED BY MR. ROBERT POPPENS.
 OQ0752'
 OQ0752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND
 OQ0752'44 AT THE SOUTHEAST EDGE OF LENNOX, GO NORTH 4 MILES ON HIGHWAY
 OQ0752'17 TO A CROSSROAD, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD 2.0
 OQ0752'MILES TO A CROSSROAD AND THE STATION IN THE NORTHWEST CORNER OF
 OQ0752'THE INTERSECTION AS DESCRIBED.
 OQ0752'
 OQ0752'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 OQ0752'GRAVELED ROAD FOR 0.65 MILE TO A FIELD ENTRANCE ON THE RIGHT AND
 OQ0752'THE MARK AS DESCRIBED.
 OQ0752'
 OQ0752'THE STATION MARKS ARE STANDARD DISKS STAMPED LENNOX 1935 1975, SET
 OQ0752'IN CONCRETE MONUMENTS.  THE POSITION OF THE ORIGINAL MARKS WAS
 OQ0752'HELD AND A NEW SUB-SURFACE MARK WAS SET 4-FEET BELOW GROUND
 OQ0752'SURFACE, THE TOP MARK WAS PLUMBED OVER IT AT 18-INCHES BELOW GROUND
 OQ0752'SURFACE, A PIECE OF IRON WAS PLACED ON TOP OF THE MARK TO
 OQ0752'AID IN ITS RECOVERY WITH A DETECTOR.  IT IS 233 FEET NORTH OF
 OQ0752'THE CENTER OF THE EAST-WEST ROAD, 73 FEET WEST OF THE CENTER OF
 OQ0752'THE NORTH-SOUTH ROAD, 41 FEET WEST OF THE SOUTH GATE
 OQ0752'POST, 43.2 FEET WEST-NORTHWEST OF A METAL WITNESS
 OQ0752'POST.
 OQ0752'
 OQ0752'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LENNOX NO 1 1935,
 OQ0752'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OQ0752'4-INCHES.  IT IS 58 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 OQ0752'ROAD, 35 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 29 FEET
 OQ0752'SOUTHWEST OF A TELEPHONE CABLE INSPECTION BOX, 24 FEET WEST OF
 OQ0752'A FENCE CORNER, AND IN A FENCE LINE.
 OQ0752'
 OQ0752'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LENNOX 1935 NO 3
 OQ0752'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OQ0752'10-INCHES.  IT IS 32 FEET WEST OF THE CENTER OF THE ROAD, 8.5 FEET
 OQ0752'SOUTH OF THE SOUTH POST OF A GATE, 1.5 FEET NORTH OF A METAL
 OQ0752'WITNESS POST, AND 1-FOOT EAST OF A FENCE.
 OQ0752'
 OQ0752'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED LENNOX
 OQ0752'1935 AZ 2 1975, SET IN A DRILL HOLE IN THE TOP OF A CONCRETE FOOTING
 OQ0752'FOR THE WEST LEG OF A POWER TRANSMISSION TOWER, AND IS ABOUT 1-FOOT
 OQ0752'ABOVE GROUND LEVEL.  IT IS 115 FEET EAST OF THE CENTER OF THE
 OQ0752'ROAD, 66 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A CIRCULAR CORN
 OQ0752'CRIB.
 OQ0752'
 OQ0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0752'3-1/2 MILES NNE OF LENNOX.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0755 ***********************************************************************
 OQ0755  DESIGNATION -  LENNOX TANK
 OQ0755  PID         -  OQ0755
 OQ0755  STATE/COUNTY-  SD/LINCOLN
 OQ0755  COUNTRY     -  US
 OQ0755  USGS QUAD   -  LENNOX (2017)
 OQ0755
 OQ0755                         *CURRENT SURVEY CONTROL
 OQ0755  ______________________________________________________________________
 OQ0755* NAD 83(1996) POSITION- 43 21 14.77401(N) 096 53 33.57524(W)   ADJUSTED
 OQ0755  ______________________________________________________________________
 OQ0755  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 OQ0755  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 OQ0755  HORZ ORDER      -  THIRD
 OQ0755
 OQ0755.The horizontal coordinates were established by classical geodetic methods
 OQ0755.and adjusted by the National Geodetic Survey in January 1998.
 OQ0755
 OQ0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0755.GEOID18 height accuracy estimate available here.
 OQ0755
 OQ0755.Click photographs - Photos may exist for this station.
 OQ0755
 OQ0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0755
 OQ0755. The following values were computed from the NAD 83(1996) position.
 OQ0755
 OQ0755;                    North         East     Units Scale Factor Converg.
 OQ0755;SPC SD S     -   119,174.706   878,836.584   MT  0.99991745   +2 22 24.8
 OQ0755;SPC SD S     -   390,992.35  2,883,316.36   sFT  0.99991745   +2 22 24.8
 OQ0755;UTM  14      - 4,802,295.206   670,778.443   MT  0.99995877   +1 26 49.4
 OQ0755
 OQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7077802295(NAD 83)
 OQ0755
 OQ0755                          SUPERSEDED SURVEY CONTROL
 OQ0755
 OQ0755  NAD 83(1995)-  43 21 14.77629(N)    096 53 33.57060(W) AD(       ) 3
 OQ0755  NAD 83(1986)-  43 21 14.77987(N)    096 53 33.56004(W) AD(       ) 3
 OQ0755  NAD 27      -  43 21 14.85500(N)    096 53 32.38400(W) AD(       ) 3
 OQ0755
 OQ0755.Superseded values are not recommended for survey control.
 OQ0755
 OQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0755.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0755
 OQ0755_MARKER: 53 = ELEVATED TANK
 OQ0755
 OQ0755  HISTORY     - Date     Condition        Report By
 OQ0755  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0755
 OQ0755                          STATION DESCRIPTION
 OQ0755
 OQ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0755'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL WATER
 OQ0755'TANK, LOCATED IN THE CENTRAL PART OF THE TOWN OF LENNOX,
 OQ0755'APPROXIMATELY 125 FEET HIGH.
 OQ0755'
 OQ0755'OBSERVED UPON FROM STATIONS LENNOX, LARSON, MURRAY, AND HANNAH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0643 ***********************************************************************
 QR0643  DESIGNATION -  LEOLA ET
 QR0643  PID         -  QR0643
 QR0643  STATE/COUNTY-  SD/MCPHERSON
 QR0643  COUNTRY     -  US
 QR0643  USGS QUAD   -  LEOLA (2017)
 QR0643
 QR0643                         *CURRENT SURVEY CONTROL
 QR0643  ______________________________________________________________________
 QR0643* NAD 83(1996) POSITION- 45 43 26.34188(N) 098 56 38.40858(W)   ADJUSTED
 QR0643* NAVD 88 ORTHO HEIGHT -   520.8   (meters)     1709.    (feet) VERTCON3
 QR0643  ______________________________________________________________________
 QR0643  GEOID HEIGHT    -        -23.801 (meters)                     GEOID18
 QR0643  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC18
 QR0643  HORZ ORDER      -  SECOND
 QR0643
 QR0643.The horizontal coordinates were established by classical geodetic methods
 QR0643.and adjusted by the National Geodetic Survey in January 1998.
 QR0643
 QR0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0643
 QR0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0643.GEOID18 height accuracy estimate available here.
 QR0643
 QR0643.Click photographs - Photos may exist for this station.
 QR0643
 QR0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0643
 QR0643. The following values were computed from the NAD 83(1996) position.
 QR0643
 QR0643;                    North         East     Units Scale Factor Converg.
 QR0643;SPC SD N     -   210,638.358   682,205.183   MT  1.00000810   +0 44 50.5
 QR0643;SPC SD N     -   691,069.35  2,238,201.50   sFT  1.00000810   +0 44 50.5
 QR0643;UTM  14      - 5,063,382.474   504,357.535   MT  0.99960023   +0 02 24.3
 QR0643
 QR0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0643!SPC SD N     -   0.99992210  x   1.00000810  =   0.99993020
 QR0643!UTM  14      -   0.99992210  x   0.99960023  =   0.99952236
 QR0643
 QR0643:                Primary Azimuth Mark                     Grid Az
 QR0643:SPC SD N     -  LEOLA MUNICIPAL TANK                     097 25 21.8
 QR0643:UTM  14      -  LEOLA MUNICIPAL TANK                     098 07 48.0
 QR0643
 QR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0435763382(NAD 83)
 QR0643
 QR0643|---------------------------------------------------------------------|
 QR0643| PID    Reference Object                     Distance      Geod. Az  |
 QR0643|                                                           dddmmss.s |
 QR0643| QR0639 LEOLA MUNICIPAL TANK                448.482 METERS 0981012.3 |
 QR0643|---------------------------------------------------------------------|
 QR0643
 QR0643                          SUPERSEDED SURVEY CONTROL
 QR0643
 QR0643  NAD 83(1986)-  45 43 26.35327(N)    098 56 38.39489(W) AD(       ) 2
 QR0643  NAD 27      -  45 43 26.43915(N)    098 56 37.01080(W) AD(       ) 2
 QR0643  NGVD 29 (07/19/86)  520.4    (m)         1707.     (f) VERT ANG       
 QR0643
 QR0643.Superseded values are not recommended for survey control.
 QR0643
 QR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0643.See file dsdata.pdf to determine how the superseded data were derived.
 QR0643
 QR0643_MARKER: DD = SURVEY DISK
 QR0643_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QR0643_SP_SET: BUILDING ROOF
 QR0643_STAMPING: ET LEOLA 1970
 QR0643_MARK LOGO: USGS
 QR0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QR0643+STABILITY: POSITION/ELEVATION WELL
 QR0643
 QR0643  HISTORY     - Date     Condition        Report By
 QR0643  HISTORY     - 1970     MONUMENTED       USGS
 QR0643
 QR0643                          STATION DESCRIPTION
 QR0643
 QR0643'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0643'STATION IS IN THE COMMUNITY OF LEOLA, ABOUT 0.1 MI W. AND ABOUT
 QR0643'0.05 MI N. OF THE QUARTER COR. BETWEEN SECS. 17 AND 20, T. 126
 QR0643'N., R. 67 W., ON TOP OF THE LEOLA EQUITY EXCHANGE CONCRETE
 QR0643'ELEVATOR, ON TOP OF THE CONCRETE BINS.
 QR0643'
 QR0643'THE STATION MARK, STAMPED ET LEOLA 1970 IS 2.5 FT W. AND 1.0 FT
 QR0643'S. OF THE SW. COR. OF THE HEADHOUSE, A STANDARD TABLET CEMENTED
 QR0643'INTO CONCRETE BIN TOP.
 QR0643'
 QR0643'NO REFERENCE MARKS WERE SET.
 QR0643'
 QR0643'NO AZIMUTH MARK WAS SET.
 QR0643'
 QR0643'REFERENCE AZIMUTH USED - LEOLA MWT.  POINT OBSERVED WAS THE FINIAL
 QR0643'ATOP THE MUNICIPAL WATER TANK LOCATED ABOUT 1/2 BLOCK N. AND
 QR0643'1/2 BLOCK E. OF JCT. OF MAIN STREET AND ST. HWY. 10 IN LEOLA.  THE
 QR0643'TANK IS ABOUT 80 FT HIGH, T. 126 N., R. 67 W., IN THE SW. QUARTER
 QR0643'OF SEC. 17.
 QR0643'
 QR0643'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0640 ***********************************************************************
 QR0640  DESIGNATION -  LEOLA MOTH OF PERP SUC CATH CH
 QR0640  PID         -  QR0640
 QR0640  STATE/COUNTY-  SD/MCPHERSON
 QR0640  COUNTRY     -  US
 QR0640  USGS QUAD   -  LEOLA (2017)
 QR0640
 QR0640                         *CURRENT SURVEY CONTROL
 QR0640  ______________________________________________________________________
 QR0640* NAD 83(1996) POSITION- 45 43 22.73039(N) 098 56 09.71659(W)   ADJUSTED
 QR0640  ______________________________________________________________________
 QR0640  GEOID HEIGHT    -        -23.813 (meters)                     GEOID18
 QR0640  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 QR0640  HORZ ORDER      -  THIRD
 QR0640
 QR0640.The horizontal coordinates were established by classical geodetic methods
 QR0640.and adjusted by the National Geodetic Survey in January 1998.
 QR0640
 QR0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0640.GEOID18 height accuracy estimate available here.
 QR0640
 QR0640.Click photographs - Photos may exist for this station.
 QR0640
 QR0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0640
 QR0640. The following values were computed from the NAD 83(1996) position.
 QR0640
 QR0640;                    North         East     Units Scale Factor Converg.
 QR0640;SPC SD N     -   210,534.989   682,827.045   MT  1.00000789   +0 45 10.8
 QR0640;SPC SD N     -   690,730.21  2,240,241.73   sFT  1.00000789   +0 45 10.8
 QR0640;UTM  14      - 5,063,271.483   504,977.820   MT  0.99960030   +0 02 44.9
 QR0640
 QR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0497763271(NAD 83)
 QR0640
 QR0640                          SUPERSEDED SURVEY CONTROL
 QR0640
 QR0640  NAD 83(1986)-  45 43 22.74266(N)    098 56 09.70014(W) AD(       ) 3
 QR0640  NAD 27      -  45 43 22.82800(N)    098 56 08.32400(W) AD(       ) 3
 QR0640
 QR0640.Superseded values are not recommended for survey control.
 QR0640
 QR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0640.See file dsdata.pdf to determine how the superseded data were derived.
 QR0640
 QR0640_MARKER: 90 = CHURCH SPIRE
 QR0640
 QR0640  HISTORY     - Date     Condition        Report By
 QR0640  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0640
 QR0640                          STATION DESCRIPTION
 QR0640
 QR0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0640'POINT OBSERVED UPON IS THE TIP OF SPIRE OF THE MOTHER OF
 QR0640'PERPETUAL SUCCOR CATHOLIC CHURCH, LOCATED IN THE E PART OF
 QR0640'LEOLA.  CHURCH WAS ERECTED IN 1916.
 QR0640'
 QR0640'STATION OBSERVED UPON FROM WEBER, CARL, AND LINCOLN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0639 ***********************************************************************
 QR0639  DESIGNATION -  LEOLA MUNICIPAL TANK
 QR0639  PID         -  QR0639
 QR0639  STATE/COUNTY-  SD/MCPHERSON
 QR0639  COUNTRY     -  US
 QR0639  USGS QUAD   -  LEOLA (2017)
 QR0639
 QR0639                         *CURRENT SURVEY CONTROL
 QR0639  ______________________________________________________________________
 QR0639* NAD 83(1996) POSITION- 45 43 24.27701(N) 098 56 17.87960(W)   ADJUSTED
 QR0639  ______________________________________________________________________
 QR0639  GEOID HEIGHT    -        -23.810 (meters)                     GEOID18
 QR0639  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 QR0639  HORZ ORDER      -  THIRD
 QR0639
 QR0639.The horizontal coordinates were established by classical geodetic methods
 QR0639.and adjusted by the National Geodetic Survey in January 1998.
 QR0639
 QR0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0639.GEOID18 height accuracy estimate available here.
 QR0639
 QR0639.Click photographs - Photos may exist for this station.
 QR0639
 QR0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0639
 QR0639. The following values were computed from the NAD 83(1996) position.
 QR0639
 QR0639;                    North         East     Units Scale Factor Converg.
 QR0639;SPC SD N     -   210,580.418   682,649.910   MT  1.00000798   +0 45 05.1
 QR0639;SPC SD N     -   690,879.25  2,239,660.58   sFT  1.00000798   +0 45 05.1
 QR0639;UTM  14      - 5,063,319.075   504,801.332   MT  0.99960028   +0 02 39.0
 QR0639
 QR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0480163319(NAD 83)
 QR0639
 QR0639                          SUPERSEDED SURVEY CONTROL
 QR0639
 QR0639  NAD 83(1986)-  45 43 24.28841(N)    098 56 17.86473(W) AD(       ) 3
 QR0639  NAD 27      -  45 43 24.37500(N)    098 56 16.49100(W) AD(       ) 3
 QR0639
 QR0639.Superseded values are not recommended for survey control.
 QR0639
 QR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0639.See file dsdata.pdf to determine how the superseded data were derived.
 QR0639
 QR0639_MARKER: 53 = ELEVATED TANK
 QR0639
 QR0639  HISTORY     - Date     Condition        Report By
 QR0639  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0639
 QR0639                          STATION DESCRIPTION
 QR0639
 QR0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0639'POINT OBSERVED UPON IS THE FINIAL ATOP THE MUNICIPAL WATER
 QR0639'TANK LOCATED ON THE MAIN STREET OF LEOLA.  TANK IS ABOUT
 QR0639'80 FEET HIGH.
 QR0639'
 QR0639'STATION OBSERVED UPON FROM WEBER, CARL, AND LINCOLN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1993 ***********************************************************************
 PU1993  DESIGNATION -  LEON
 PU1993  PID         -  PU1993
 PU1993  STATE/COUNTY-  SD/BUTTE
 PU1993  COUNTRY     -  US
 PU1993  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1993
 PU1993                         *CURRENT SURVEY CONTROL
 PU1993  ______________________________________________________________________
 PU1993* NAD 83(1996) POSITION- 44 38 27.78928(N) 103 55 00.34661(W)   ADJUSTED
 PU1993* NAVD 88 ORTHO HEIGHT -   964.254 (meters)     3163.56  (feet) ADJUSTED
 PU1993  ______________________________________________________________________
 PU1993  GEOID HEIGHT    -        -15.119 (meters)                     GEOID18
 PU1993  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 PU1993  DYNAMIC HEIGHT  -        963.969 (meters)     3162.62  (feet) COMP
 PU1993  MODELED GRAVITY -    980,288.9   (mgal)                       NAVD 88
 PU1993
 PU1993  HORZ ORDER      -  SECOND
 PU1993  VERT ORDER      -  SECOND    CLASS 0
 PU1993
 PU1993.The horizontal coordinates were established by classical geodetic methods
 PU1993.and adjusted by the National Geodetic Survey in January 1998.
 PU1993
 PU1993.The orthometric height was determined by differential leveling and
 PU1993.adjusted by the NATIONAL GEODETIC SURVEY
 PU1993.in June 1991.
 PU1993
 PU1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1993.GEOID18 height accuracy estimate available here.
 PU1993
 PU1993.Click photographs - Photos may exist for this station.
 PU1993
 PU1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1993
 PU1993.The dynamic height is computed by dividing the NAVD 88
 PU1993.geopotential number by the normal gravity value computed on the
 PU1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1993.degrees latitude (g = 980.6199 gals.).
 PU1993
 PU1993.The modeled gravity was interpolated from observed gravity values.
 PU1993
 PU1993. The following values were computed from the NAD 83(1996) position.
 PU1993
 PU1993;                    North         East     Units Scale Factor Converg.
 PU1993;SPC SD N     -    97,270.910   289,385.738   MT  0.99996458   -2 46 19.4
 PU1993;SPC SD N     -   319,129.64    949,426.38   sFT  0.99996458   -2 46 19.4
 PU1993;UTM  13      - 4,943,647.804   585,907.098   MT  0.99969075   +0 45 40.3
 PU1993
 PU1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1993!SPC SD N     -   0.99985120  x   0.99996458  =   0.99981579
 PU1993!UTM  13      -   0.99985120  x   0.99969075  =   0.99954200
 PU1993
 PU1993:                Primary Azimuth Mark                     Grid Az
 PU1993:SPC SD N     -  KLING                                    309 05 39.2
 PU1993:UTM  13      -  KLING                                    305 33 39.5
 PU1993
 PU1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8590743647(NAD 83)
 PU1993
 PU1993|---------------------------------------------------------------------|
 PU1993| PID    Reference Object                     Distance      Geod. Az  |
 PU1993|                                                           dddmmss.s |
 PU1993| PU1992 LEON RM 1                            10.397 METERS 15003     |
 PU1993| PU1994 LEON RM 2                            14.598 METERS 23106     |
 PU1993| PU2380 KLING                               APPROX. 2.5 KM 3061919.8 |
 PU1993|---------------------------------------------------------------------|
 PU1993
 PU1993                          SUPERSEDED SURVEY CONTROL
 PU1993
 PU1993  NAD 83(1993)-  44 38 27.78385(N)    103 55 00.34838(W) AD(       ) 2
 PU1993  NAD 83(1986)-  44 38 27.77785(N)    103 55 00.34069(W) AD(       ) 2
 PU1993  NGVD 29 (??/??/92)  963.75   (m)         3161.9    (f) COMPUTED    2 0
 PU1993
 PU1993.Superseded values are not recommended for survey control.
 PU1993
 PU1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1993.See file dsdata.pdf to determine how the superseded data were derived.
 PU1993
 PU1993_MARKER: DS = TRIANGULATION STATION DISK
 PU1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1993_STAMPING: LEON 1962
 PU1993_MARK LOGO: CGS
 PU1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1993+STABILITY: SURFACE MOTION
 PU1993
 PU1993  HISTORY     - Date     Condition        Report By
 PU1993  HISTORY     - 1962     MONUMENTED       CGS
 PU1993  HISTORY     - 1962     GOOD             CGS
 PU1993
 PU1993                          STATION DESCRIPTION
 PU1993
 PU1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1993'THE STATION IS LOCATED ABOUT 4.25 MILES SOUTHWEST OF BELLE FOURCHE
 PU1993'AND 0.05 MILE SOUTH OF STATE HIGHWAY 34.
 PU1993'
 PU1993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE
 PU1993'HIGHWAY 34 ABOUT 1.5 MILES SOUTH OF BELLE FOURCHE, GO WEST ON STATE
 PU1993'HIGHWAY 34 FOR 3.05 MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH
 PU1993'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PU1993'
 PU1993'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 PU1993'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 3 INCHES AND IS STAMPED
 PU1993'LEON 1962.  IT IS 45 FEET SOUTH OF A WIRE GATE IN AN EAST-WEST
 PU1993'FENCE, 22 FEET WEST OF THE CENTER OF A DIRT ROAD AND 15 FEET EAST
 PU1993'OF A WITNESS SIGN ON A POWERLINE POLE.
 PU1993'
 PU1993'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 PU1993'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 PU1993'LEON NO 1 1962.  IT IS 43 FEET SOUTHEAST OF A WITNESS SIGN ON A
 PU1993'POWERLINE POLE, 26 FEET WEST OF A DIRT ROAD AND 2 FEET NORTH OF AN
 PU1993'OLD EAST-WEST FENCE LINE.
 PU1993'
 PU1993'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 9-INCH
 PU1993'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 3 INCHES AND IS STAMPED
 PU1993'LEON NO 2 1962.  IT IS 37 FEET SOUTHWEST OF A WITNESS SIGN ON A
 PU1993'POWERLINE POLE AND 1 FOOT NORTH OF AN OLD EAST-WEST FENCE LINE.
 PU1993
 PU1993                          STATION RECOVERY (1962)
 PU1993
 PU1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1993'4.6 MI SW FROM BELLE FOURCHE.
 PU1993'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1993'BELLE FOURCHE, THENCE 3.2 MILES WEST ALONG STATE HIGHWAY 34,
 PU1993'0.5 MILE WEST OF BENCH MARK N 359, AT THE JUNCTION OF A TRACK
 PU1993'ROAD SOUTH, 121 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU1993'18 FEET WEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF
 PU1993'THE WEST END OF A GATE, 34.12 FEET NORTH-NORTHWEST OF R.M. 1,
 PU1993'16 FEET EAST OF A POWER POLE BEARING A WITNESS POST PLAQUE, ABOUT
 PU1993'1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1993'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1992 ***********************************************************************
 PU1992  DESIGNATION -  LEON RM 1
 PU1992  PID         -  PU1992
 PU1992  STATE/COUNTY-  SD/BUTTE
 PU1992  COUNTRY     -  US
 PU1992  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1992
 PU1992                         *CURRENT SURVEY CONTROL
 PU1992  ______________________________________________________________________
 PU1992* NAD 83(1986) POSITION- 44 38 27.50   (N) 103 55 00.11   (W)   HD_HELD1
 PU1992* NAVD 88 ORTHO HEIGHT -   964.694 (meters)     3165.00  (feet) ADJUSTED
 PU1992  ______________________________________________________________________
 PU1992  GEOID HEIGHT    -        -15.119 (meters)                     GEOID18
 PU1992  DYNAMIC HEIGHT  -        964.408 (meters)     3164.06  (feet) COMP
 PU1992  MODELED GRAVITY -    980,288.9   (mgal)                       NAVD 88
 PU1992
 PU1992  VERT ORDER      -  SECOND    CLASS 0
 PU1992
 PU1992.The horizontal coordinates were determined by differentially corrected
 PU1992.hand held GPS observations or other comparable positioning techniques
 PU1992.and have an estimated accuracy of +/- 3 meters.
 PU1992
 PU1992.The orthometric height was determined by differential leveling and
 PU1992.adjusted by the NATIONAL GEODETIC SURVEY
 PU1992.in June 1991.
 PU1992
 PU1992.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1992.GEOID18 height accuracy estimate available here.
 PU1992
 PU1992.Click photographs - Photos may exist for this station.
 PU1992
 PU1992.The dynamic height is computed by dividing the NAVD 88
 PU1992.geopotential number by the normal gravity value computed on the
 PU1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1992.degrees latitude (g = 980.6199 gals.).
 PU1992
 PU1992.The modeled gravity was interpolated from observed gravity values.
 PU1992
 PU1992;                    North         East    Units  Estimated Accuracy
 PU1992;SPC SD N     -    97,261.7     289,390.5     MT  (+/- 3 meters HH1 GPS) 
 PU1992
 PU1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8591243638(NAD 83)
 PU1992
 PU1992                          SUPERSEDED SURVEY CONTROL
 PU1992
 PU1992  NGVD 29 (??/??/92)  964.19   (m)         3163.3    (f) COMPUTED    2 0
 PU1992
 PU1992.Superseded values are not recommended for survey control.
 PU1992
 PU1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1992.See file dsdata.pdf to determine how the superseded data were derived.
 PU1992
 PU1992_MARKER: DR = REFERENCE MARK DISK
 PU1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1992_STAMPING: LEON NO 1 1962
 PU1992_MARK LOGO: CGS
 PU1992_PROJECTION: PROJECTING 6 CENTIMETERS
 PU1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1992+STABILITY: SURFACE MOTION
 PU1992
 PU1992  HISTORY     - Date     Condition        Report By
 PU1992  HISTORY     - 1962     MONUMENTED       CGS
 PU1992
 PU1992                          STATION DESCRIPTION
 PU1992
 PU1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1992'4.6 MI SW FROM BELLE FOURCHE.
 PU1992'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1992'BELLE FOURCHE, THENCE 3.2 MILES WEST ALONG STATE HIGHWAY 34,
 PU1992'155 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST
 PU1992'OF THE CENTER LINE OF A TRACK ROAD, 34.12 FEET SOUTH-SOUTHEAST
 PU1992'OF THE STATION, 54.30 FEET EAST OF R.M. 2, 43 FEET SOUTHEAST
 PU1992'OF A POWER POLE, 2 FEET NORTHEAST OF A FENCE POST, ABOUT 1
 PU1992'FOOT HIGHER THAN THE STATION, ABOUT 1/2 FOOT HIGHER THAN THE
 PU1992'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 PU1992'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1994 ***********************************************************************
 PU1994  DESIGNATION -  LEON RM 2
 PU1994  PID         -  PU1994
 PU1994  STATE/COUNTY-  SD/BUTTE
 PU1994  COUNTRY     -  US
 PU1994  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1994
 PU1994                         *CURRENT SURVEY CONTROL
 PU1994  ______________________________________________________________________
 PU1994* NAD 83(1986) POSITION- 44 38 27.49   (N) 103 55 00.86   (W)   HD_HELD1
 PU1994* NAVD 88 ORTHO HEIGHT -   964.127 (meters)     3163.14  (feet) ADJUSTED
 PU1994  ______________________________________________________________________
 PU1994  GEOID HEIGHT    -        -15.119 (meters)                     GEOID18
 PU1994  DYNAMIC HEIGHT  -        963.841 (meters)     3162.20  (feet) COMP
 PU1994  MODELED GRAVITY -    980,288.9   (mgal)                       NAVD 88
 PU1994
 PU1994  VERT ORDER      -  SECOND    CLASS 0
 PU1994
 PU1994.The horizontal coordinates were determined by differentially corrected
 PU1994.hand held GPS observations or other comparable positioning techniques
 PU1994.and have an estimated accuracy of +/- 3 meters.
 PU1994
 PU1994.The orthometric height was determined by differential leveling and
 PU1994.adjusted by the NATIONAL GEODETIC SURVEY
 PU1994.in June 1991.
 PU1994
 PU1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1994.GEOID18 height accuracy estimate available here.
 PU1994
 PU1994.Click photographs - Photos may exist for this station.
 PU1994
 PU1994.The dynamic height is computed by dividing the NAVD 88
 PU1994.geopotential number by the normal gravity value computed on the
 PU1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1994.degrees latitude (g = 980.6199 gals.).
 PU1994
 PU1994.The modeled gravity was interpolated from observed gravity values.
 PU1994
 PU1994;                    North         East    Units  Estimated Accuracy
 PU1994;SPC SD N     -    97,262.2     289,374.0     MT  (+/- 3 meters HH1 GPS) 
 PU1994
 PU1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8589543638(NAD 83)
 PU1994
 PU1994                          SUPERSEDED SURVEY CONTROL
 PU1994
 PU1994  NGVD 29 (??/??/92)  963.62   (m)         3161.5    (f) COMPUTED    2 0
 PU1994
 PU1994.Superseded values are not recommended for survey control.
 PU1994
 PU1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1994.See file dsdata.pdf to determine how the superseded data were derived.
 PU1994
 PU1994_MARKER: DR = REFERENCE MARK DISK
 PU1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1994_STAMPING: LEON NO 2 1962
 PU1994_MARK LOGO: CGS
 PU1994_PROJECTION: PROJECTING 6 CENTIMETERS
 PU1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1994+STABILITY: SURFACE MOTION
 PU1994
 PU1994  HISTORY     - Date     Condition        Report By
 PU1994  HISTORY     - 1962     MONUMENTED       CGS
 PU1994
 PU1994                          STATION DESCRIPTION
 PU1994
 PU1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1994'4.6 MI SW FROM BELLE FOURCHE.
 PU1994'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1994'BELLE FOURCHE, THENCE 3.2 MILES WEST ALONG STATE HIGHWAY 34,
 PU1994'AT THE JUNCTION OF A TRACK ROAD SOUTH, 155 FEET SOUTH OF THE
 PU1994'CENTER LINE OF THE HIGHWAY, 83 FEET WEST OF THE CENTER LINE OF THE
 PU1994'ROAD, 47.92 FEET WEST-SOUTHWEST OF THE STATION, 36 1/2 FEET SOUTHWEST
 PU1994'OF A POWER POLE, 2 1/2 FEET EAST-NORTHEAST OF A FENCE POST,
 PU1994'ABOUT LEVEL WITH THE STATION AND THE HIGHWAY, AND SET IN THE TOP
 PU1994'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0825 ***********************************************************************
 OR0825  DESIGNATION -  LEONARD RESET
 OR0825  PID         -  OR0825
 OR0825  STATE/COUNTY-  SD/CHARLES MIX
 OR0825  COUNTRY     -  US
 OR0825  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0825
 OR0825                         *CURRENT SURVEY CONTROL
 OR0825  ______________________________________________________________________
 OR0825* NAD 83(1996) POSITION- 43 08 45.97446(N) 098 37 39.78668(W)   ADJUSTED
 OR0825* NAVD 88 ORTHO HEIGHT -   595.03  (+/-2cm)     1952.2   (feet) VERTCON3
 OR0825  ______________________________________________________________________
 OR0825  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 OR0825  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 OR0825  HORZ ORDER      -  SECOND
 OR0825  VERT ORDER      -  THIRD ? (See Below)
 OR0825
 OR0825.The horizontal coordinates were established by classical geodetic methods
 OR0825.and adjusted by the National Geodetic Survey in January 1998.
 OR0825
 OR0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0825
 OR0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0825.GEOID18 height accuracy estimate available here.
 OR0825
 OR0825.The vertical order pertains to the NGVD 29 superseded value.
 OR0825
 OR0825.Click photographs - Photos may exist for this station.
 OR0825
 OR0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0825
 OR0825. The following values were computed from the NAD 83(1996) position.
 OR0825
 OR0825;                    North         East     Units Scale Factor Converg.
 OR0825;SPC SD S     -    91,716.183   738,729.514   MT  0.99994063   +1 10 35.8
 OR0825;SPC SD S     -   300,905.51  2,423,648.41   sFT  0.99994063   +1 10 35.8
 OR0825;UTM  14      - 4,777,106.863   530,272.068   MT  0.99961127   +0 15 16.5
 OR0825
 OR0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0825!SPC SD S     -   0.99991082  x   0.99994063  =   0.99985146
 OR0825!UTM  14      -   0.99991082  x   0.99961127  =   0.99952213
 OR0825
 OR0825:                Primary Azimuth Mark                     Grid Az
 OR0825:SPC SD S     -  LEONARD AZ MK 2                          019 50 49.4
 OR0825:UTM  14      -  LEONARD AZ MK 2                          020 46 08.7
 OR0825
 OR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3027277106(NAD 83)
 OR0825
 OR0825|---------------------------------------------------------------------|
 OR0825| PID    Reference Object                     Distance      Geod. Az  |
 OR0825|                                                           dddmmss.s |
 OR0825| CO3941 LEONARD AZ MK                                      0203848.3 |
 OR0825| CO3942 LEONARD AZ MK 2                                    0210125.2 |
 OR0825| CO3944 LEONARD RM 2                         12.883 METERS 05552     |
 OR0825| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX.14.4 KM 1283218.1 |
 OR0825| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.25.1 KM 2394458.1 |
 OR0825| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.27.4 KM 2534610.3 |
 OR0825| CO3943 LEONARD RM 1                         18.322 METERS 31632     |
 OR0825| OR0819 GEDDES MUNICIPAL TANK               APPROX.13.1 KM 3343218.8 |
 OR0825|---------------------------------------------------------------------|
 OR0825
 OR0825                          SUPERSEDED SURVEY CONTROL
 OR0825
 OR0825  NAD 83(1995)-  43 08 45.97463(N)    098 37 39.78660(W) AD(       ) 2
 OR0825  NAD 83(1986)-  43 08 45.98423(N)    098 37 39.79634(W) AD(       ) 2
 OR0825  NAD 27      -  43 08 46.01400(N)    098 37 38.49800(W) AD(       ) 2
 OR0825  MORC        -  43 08 43.72000(N)    098 37 39.33000(W) AD(       ) 3
 OR0825  NGVD 29             594.71   (m)         1951.1    (f) LEVELING    3  
 OR0825
 OR0825.Superseded values are not recommended for survey control.
 OR0825
 OR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0825.See file dsdata.pdf to determine how the superseded data were derived.
 OR0825
 OR0825_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 OR0825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0825_MARK LOGO: MORC
 OR0825_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0825
 OR0825  HISTORY     - Date     Condition        Report By
 OR0825  HISTORY     - UNK      MONUMENTED       MORC
 OR0825  HISTORY     - 1945     GOOD             CGS
 OR0825  HISTORY     - 1948     GOOD             CGS
 OR0825  HISTORY     - 1973     GOOD             USAF
 OR0825
 OR0825                          STATION DESCRIPTION
 OR0825
 OR0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0825'THE STATION IS LOCATED ABOUT 4.5 MILES WSW OF THE VILLAGE OF LAKE
 OR0825'ANDES AND ABOUT 0.25 MILE S OF A 2-STORY FRAME FARMHOUSE.  IT
 OR0825'IS ON THE SUMMIT OF A PROMINENT BARE HILL AND 2 FEET W OF A
 OR0825'STANDARD WITNESS POST.  THE STATION IS A 5-INCH PIPE WITH
 OR0825'A CAST-IRON CAP ON WHICH IS CAST MISSOURI RIVER COMMISSION.
 OR0825'ON THE CAP IS A SMALL RAISED TRIANGLE WITH A SMALL HOLE IN
 OR0825'THE CENTER AND THE PIPE PROJECTS 14 INCHES.  SINCE THE PIPE WAS
 OR0825'IN A LEANING POSITION IT WAS REMOVED AND SET IN AN UPRIGHT
 OR0825'POSITION DIRECTLY OVER THE SUBSURFACE MARK.  THE SUBSURFACE
 OR0825'MARK IS A SQUARE 18-INCH LIMESTONE BLOCK WITH A SMALL HOLE
 OR0825'IN THE CENTER AND IT IS 32 INCHES BELOW THE SURFACE OF THE
 OR0825'GROUND.
 OR0825'
 OR0825'REFERENCE MARK 1 IS 60.11 FEET NW OF THE STATION AND IT IS ABOUT
 OR0825'4 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A
 OR0825'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 OR0825'LEONARD M R C NO 1 1945, AND PROJECTS 2 INCHES.
 OR0825'
 OR0825'REFERENCE MARK 2 IS 42.27 FEET NW OF THE STATION AND ABOUT 4
 OR0825'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 OR0825'REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED LEONARD
 OR0825'M R C NO 2 1945, AND PROJECTS 1 INCH.
 OR0825'
 OR0825'THE AZIMUTH MARK IS 0.4 MILE NNE OF THE STATION, 24 FEET E OF
 OR0825'THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, AND 1 FOOT
 OR0825'W OF A N-S FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF
 OR0825'A CONCRETE POST, STAMPED LEONARD M R C 1945, AND PROJECTS 2
 OR0825'INCHES.
 OR0825'
 OR0825'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 OR0825'HIGHWAY 18 ON THE S EDGE OF THE SMALL VILLAGE OF LAKE ANDES,
 OR0825'GO W ON HIGHWAY 18 FOR 4.6 MILES TO A GRADED DIRT CROSSROAD,
 OR0825'TURN LEFT AND GO 1.0 MILE TO ANOTHER CROSSROAD, CONTINUE STRAIGHT
 OR0825'AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OR0825'CONTINUE ON FOR 0.15 MILE TO A FARM DRIVEWAY RIGHT, TURN RIGHT
 OR0825'AND GO 0.1 MILE TO A BOARD GATE JUST E OF A RED BARN, PASS
 OR0825'THROUGH GATE AND GO TO THE RIGHT 50 YARDS, THENCE MEANDER IN A S
 OR0825'DIRECTION FOR 0.2 MILE TO THE SUMMIT OF THE HILL AND THE STATION
 OR0825'AS DESCRIBED.
 OR0825'
 OR0825'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 OR0825
 OR0825                          STATION RECOVERY (1948)
 OR0825
 OR0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0825'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945 AND
 OR0825'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OR0825'THE ROAD BY THE AZIMUTH MARK HAS BEEN WIDENED AND THE MARK
 OR0825'WAS EXPOSED.  THE MARK WAS RESET.  THE DISTANCES TO THE REFERENCE
 OR0825'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  A COMPLETE NEW
 OR0825'DESCRIPTION FOLLOWS.
 OR0825'
 OR0825'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF LAKE
 OR0825'ANDES, ABOUT 0.25 MILE SOUTH OF A 2 STORY, FRAME HOUSE, ON THE
 OR0825'SUMMIT OF A PROMINENT HILL.  THE STATION IS A 5 INCH IRON PIPE
 OR0825'WITH A CAST IRON CAP ON WHICH IS CAST MISSOURI RIVER COMMISION.
 OR0825'ON THE CAP IS A SMALL, RAISED TRIANGLE WITH A 1/4 INCH HOLE IN
 OR0825'THE CENTER.  THE PIPE PROJECTS 14 INCHES.
 OR0825'
 OR0825'REFERENCE MARK NO. 1 IS 60.11 FEET NORTHWEST OF, AND ABOUT 4
 OR0825'FEET LOWER THAN THE STATION.  IT IS A BRONZE DISK, SET IN THE
 OR0825'TOP OF A CONCRETE POST, STAMPED LEONARD MRC NO 1 1945 AND PROJECTS
 OR0825'2 INCHES.
 OR0825'
 OR0825'REFERENCE MARK NO. 2 IS 42.27 FEET NORTHEAST OF, AND ABOUT 4
 OR0825'FEET LOWER THAN THE STATION.  IT IS A BRONZE DISK, SET IN THE
 OR0825'TOP OF A CONCRETE POST, STAMPED LEONARD MRC 1945 NO 2, AND
 OR0825'PROJECTS 1 INCH.
 OR0825'
 OR0825'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF THE
 OR0825'STATION, 38 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND
 OR0825'1.5 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE LINE.  THE
 OR0825'DISK IS STAMPED LEONARD 1945 MRC AND PROJECTS 4 INCHES.
 OR0825'
 OR0825'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 OR0825'HIGHWAY 18 AT THE SOUTH EDGE OF LAKE ANDES, GO WEST ON HIGHWAY 18
 OR0825'FOR 4.7 MILE TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON A DIRT
 OR0825'ROAD FOR 1.0 MILE TO ANOTHER CROSS ROAD.  CONTINUE SOUTH FOR 0.3
 OR0825'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 OR0825'AHEAD FOR 0.1 MILE TO A FARM DRIVE RIGHT.  TURN RIGHT AND GO 0.1
 OR0825'MILE TO A WIRE GATE AT THE EAST SIDE OF A LARGE BARN.  PASS
 OR0825'THRU THE GATE AND DRIVE ACROSS COUNTRY (SOUTH) FOR 0.25 MILE TO
 OR0825'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 OR0825'
 OR0825'HEIGHT OF STAND--4 FEET.
 OR0825
 OR0825                          STATION RECOVERY (1973)
 OR0825
 OR0825'RECOVERY NOTE BY US AIR FORCE 1973
 OR0825'THE STATION, REFERENCE MARKS, AND AZIMUTH MARKS WERE FOUND TO BE
 OR0825'IN GOOD CONDITION.
 OR0825'
 OR0825'A COMPLETE DESCRIPTION FOLLOWS--
 OR0825'
 OR0825'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 OR0825'HIGHWAY 18 AT THE SOUTH EDGE OF LAKE ANDES, GO WEST ON HIGHWAY
 OR0825'18 FOR 4.7 MILE TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON A
 OR0825'DIRT ROAD FOR 1.0 MILE TO ANOTHER CROSS ROAD.  CONTINUE SOUTH FOR
 OR0825'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 OR0825'AHEAD FOR 0.1 MILE TO A FARM DRIVE RIGHT.  TURN RIGHT AND GO 0.1
 OR0825'MILE TO A WIRE GATE AT THE EAST SIDE OF A LARGE BARN.  PASS
 OR0825'THRU THE GATE AND DRIVE ACROSS COUNTRY (SOUTH) FOR 0.25 MILE TO
 OR0825'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 OR0825'
 OR0825'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF LAKE
 OR0825'ANDES, ABOUT 0.25 MILE SOUTH OF A 2 STORY FRAME HOUSE ON THE
 OR0825'SUMMIT OF A PROMINENT HILL.  THE STATION IS A 5 INCH IRON PIPE
 OR0825'WITH A CAST IRON CAP ON WHICH IS CAST MISSOURI RIVER COMMISSION.
 OR0825'ON THE CAP IS A SMALL, RAISED TRIANGLE WITH A 1/4 INCH HOLE IN
 OR0825'THE CENTER.  THE PIPE PROJECTS 14 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1114 ***********************************************************************
 PT1114  DESIGNATION -  LESLIE
 PT1114  PID         -  PT1114
 PT1114  STATE/COUNTY-  SD/HAAKON
 PT1114  COUNTRY     -  US
 PT1114  USGS QUAD   -  CHERRY CREEK (2017)
 PT1114
 PT1114                         *CURRENT SURVEY CONTROL
 PT1114  ______________________________________________________________________
 PT1114* NAD 83(1996) POSITION- 44 35 57.61911(N) 101 25 29.00305(W)   ADJUSTED
 PT1114* NAVD 88 ORTHO HEIGHT -   659.    (meters)     2162.    (feet) SCALED
 PT1114  ______________________________________________________________________
 PT1114  GEOID HEIGHT    -        -21.527 (meters)                     GEOID18
 PT1114  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 PT1114  HORZ ORDER      -  THIRD
 PT1114
 PT1114.The horizontal coordinates were established by classical geodetic methods
 PT1114.and adjusted by the National Geodetic Survey in January 1998.
 PT1114
 PT1114.The orthometric height was scaled from a topographic map.
 PT1114
 PT1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1114.GEOID18 height accuracy estimate available here.
 PT1114
 PT1114.Click photographs - Photos may exist for this station.
 PT1114
 PT1114.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1114
 PT1114. The following values were computed from the NAD 83(1996) position.
 PT1114
 PT1114;                    North         East     Units Scale Factor Converg.
 PT1114;SPC SD S     -   252,320.434   513,347.601   MT  1.00005373   -0 45 10.4
 PT1114;SPC SD S     -   827,821.29  1,684,207.92   sFT  1.00005373   -0 45 10.4
 PT1114;UTM  14      - 4,941,303.450   307,566.675   MT  1.00005540   -1 42 10.9
 PT1114
 PT1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1114!SPC SD S     -   0.99989999  x   1.00005373  =   0.99995371
 PT1114!UTM  14      -   0.99989999  x   1.00005540  =   0.99995538
 PT1114
 PT1114:                Primary Azimuth Mark                     Grid Az
 PT1114:SPC SD S     -  LESLIE AZ MK                             116 12 21.4
 PT1114:UTM  14      -  LESLIE AZ MK                             117 09 21.9
 PT1114
 PT1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0756641303(NAD 83)
 PT1114
 PT1114|---------------------------------------------------------------------|
 PT1114| PID    Reference Object                     Distance      Geod. Az  |
 PT1114|                                                           dddmmss.s |
 PT1114| CP9842 LESLIE AZ MK                                       1152711.0 |
 PT1114| CP9843 LESLIE RM 1                           9.318 METERS 12037     |
 PT1114| CP9844 LESLIE RM 2                          12.045 METERS 22610     |
 PT1114|---------------------------------------------------------------------|
 PT1114
 PT1114                          SUPERSEDED SURVEY CONTROL
 PT1114
 PT1114  NAD 83(1986)-  44 35 57.61257(N)    101 25 29.00479(W) AD(       ) 3
 PT1114  NAD 27      -  44 35 57.67900(N)    101 25 27.47000(W) AD(       ) 3
 PT1114
 PT1114.Superseded values are not recommended for survey control.
 PT1114
 PT1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1114.See file dsdata.pdf to determine how the superseded data were derived.
 PT1114
 PT1114_MARKER: DS = TRIANGULATION STATION DISK
 PT1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1114_STAMPING: LESLIE 1952
 PT1114_MARK LOGO: CGS
 PT1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1114+STABILITY: SURFACE MOTION
 PT1114
 PT1114  HISTORY     - Date     Condition        Report By
 PT1114  HISTORY     - 1952     MONUMENTED       CGS
 PT1114
 PT1114                          STATION DESCRIPTION
 PT1114
 PT1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1114'THE STATION IS IN SECTION 35, T 8 N, R 22 E, ABOUT 13 MILES
 PT1114'EAST AND 10 MILES NORTH OF MILESVILLE, 2-1/2 MILES SOUTH OF
 PT1114'THE CHEYENNE RIVER, 2 MILES EAST OF A POINT WHERE SNAKE CREEK
 PT1114'FLOWS INTO THE CHEYENNE RIVER, 30 FEET SOUTH OF THE CENTER OF A
 PT1114'GRADED ROAD AND 6 FEET WEST OF A 4 X 4 INCH WHITE WITNESS
 PT1114'POST.
 PT1114'
 PT1114'TO REACH THE STATION FROM THE CROSS ROAD IN MILESVILLE, GO
 PT1114'EAST ON A GRADED DIRT ROAD FOR 4.0 MILES TO A POINT WHERE THE
 PT1114'MAIN ROAD TURNS LEFT AT A SCHOOL HOUSE ON THE LEFT, TURN LEFT
 PT1114'AND GO NORTH AND EAST FOR 8.75 MILES TO A FORK, TAKE RIGHT FORK,
 PT1114'FOLLOWING MAIN ROAD NORTHEAST FOR 7.25 MILES TO A WOOD AND STEEL
 PT1114'BRIDGE OVER SNAKE CREEK, CONTINUE SOUTHEASTERLY FOR 2.15 MILES
 PT1114'TO TOP OF HILL AND STATION ON THE RIGHT, CONTINUE SOUTHEAST
 PT1114'ON GRADED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PT1114'
 PT1114'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LESLIE
 PT1114'1952.
 PT1114'
 PT1114'REFERENCE MARK 1 IS 45 FEET SOUTH OF THE CENTER OF THE GRADED
 PT1114'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LESLIE
 PT1114'NO 1 1952.
 PT1114'
 PT1114'REFERENCE MARK 2 IS 54 FEET SOUTH OF THE CENTER OF THE GRADED
 PT1114'ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1114'LESLIE NO 2 1952.
 PT1114'
 PT1114'THE AZIMUTH MARK IS 13 FEET SOUTHWEST OF THE CENTER OF THE GRADED
 PT1114'ROAD AND 2 FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.
 PT1114'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED LESLIE 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0908 ***********************************************************************
 OQ0908  DESIGNATION -  LESTERVILLE WATER TOWER
 OQ0908  PID         -  OQ0908
 OQ0908  STATE/COUNTY-  SD/YANKTON
 OQ0908  COUNTRY     -  US
 OQ0908  USGS QUAD   -  LESTERVILLE (2017)
 OQ0908
 OQ0908                         *CURRENT SURVEY CONTROL
 OQ0908  ______________________________________________________________________
 OQ0908* NAD 83(1996) POSITION- 43 02 26.37521(N) 097 35 48.21345(W)   ADJUSTED
 OQ0908  ______________________________________________________________________
 OQ0908  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 OQ0908  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 OQ0908  HORZ ORDER      -  THIRD
 OQ0908
 OQ0908.The horizontal coordinates were established by classical geodetic methods
 OQ0908.and adjusted by the National Geodetic Survey in January 1998.
 OQ0908
 OQ0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0908.GEOID18 height accuracy estimate available here.
 OQ0908
 OQ0908.Click photographs - Photos may exist for this station.
 OQ0908
 OQ0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0908
 OQ0908. The following values were computed from the NAD 83(1996) position.
 OQ0908
 OQ0908;                    North         East     Units Scale Factor Converg.
 OQ0908;SPC SD S     -    82,251.312   822,948.565   MT  0.99995736   +1 53 16.3
 OQ0908;SPC SD S     -   269,852.85  2,699,957.08   sFT  0.99995736   +1 53 16.3
 OQ0908;UTM  14      - 4,766,285.465   614,303.908   MT  0.99976073   +0 57 28.3
 OQ0908
 OQ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1430366285(NAD 83)
 OQ0908
 OQ0908                          SUPERSEDED SURVEY CONTROL
 OQ0908
 OQ0908  NAD 83(1995)-  43 02 26.37644(N)    097 35 48.21232(W) AD(       ) 3
 OQ0908  NAD 83(1986)-  43 02 26.38505(N)    097 35 48.20790(W) AD(       ) 3
 OQ0908  NAD 27      -  43 02 26.39500(N)    097 35 46.97800(W) AD(       ) 3
 OQ0908  USSD        -  43 02 26.58800(N)    097 35 47.29600(W) AD(       ) 3
 OQ0908
 OQ0908.Superseded values are not recommended for survey control.
 OQ0908
 OQ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0908.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0908
 OQ0908_MARKER: 51 = TANK
 OQ0908
 OQ0908  HISTORY     - Date     Condition        Report By
 OQ0908  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0908  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0908  HISTORY     - 1974     SEE DESCRIPTION  USGS
 OQ0908
 OQ0908                          STATION DESCRIPTION
 OQ0908
 OQ0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0908'ACCORDING TO STATEMENT OF TOWN CLERK, A NEW STEEL WATER TANK
 OQ0908'WAS ERECTED IN 1919 AND ABOUT 10 FEET NORTHWEST OF THE LOCATION
 OQ0908'OF THE OLD WOOD TANK.
 OQ0908
 OQ0908                          STATION RECOVERY (1974)
 OQ0908
 OQ0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OQ0908'A STEEL WATER TANK WAS ERECTED IN 1919 AND ABOUT 10 FEET NORTHWEST
 OQ0908'OF THE POSITION OF THE OLD WOOD TANK OF 1901.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2275 ***********************************************************************
 PU2275  DESIGNATION -  LEWIS
 PU2275  PID         -  PU2275
 PU2275  STATE/COUNTY-  SD/BUTTE
 PU2275  COUNTRY     -  US
 PU2275  USGS QUAD   -  NEWELL (2017)
 PU2275
 PU2275                         *CURRENT SURVEY CONTROL
 PU2275  ______________________________________________________________________
 PU2275* NAD 83(1996) POSITION- 44 38 52.44604(N) 103 29 49.98581(W)   ADJUSTED
 PU2275* NAVD 88 ORTHO HEIGHT -   863.    (meters)     2831.    (feet) SCALED
 PU2275  ______________________________________________________________________
 PU2275  GEOID HEIGHT    -        -16.105 (meters)                     GEOID18
 PU2275  LAPLACE CORR    -         -7.51  (seconds)                    DEFLEC18
 PU2275  HORZ ORDER      -  SECOND
 PU2275
 PU2275.The horizontal coordinates were established by classical geodetic methods
 PU2275.and adjusted by the National Geodetic Survey in January 1998.
 PU2275
 PU2275.The orthometric height was scaled from a topographic map.
 PU2275
 PU2275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2275.GEOID18 height accuracy estimate available here.
 PU2275
 PU2275.Click photographs - Photos may exist for this station.
 PU2275
 PU2275.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2275
 PU2275. The following values were computed from the NAD 83(1996) position.
 PU2275
 PU2275;                    North         East     Units Scale Factor Converg.
 PU2275;SPC SD N     -    96,507.713   322,668.159   MT  0.99996374   -2 28 30.4
 PU2275;SPC SD N     -   316,625.72  1,058,620.45   sFT  0.99996374   -2 28 30.4
 PU2275;UTM  13      - 4,944,936.309   619,165.536   MT  0.99977463   +1 03 22.3
 PU2275
 PU2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2275!SPC SD N     -   0.99986715  x   0.99996374  =   0.99983090
 PU2275!UTM  13      -   0.99986715  x   0.99977463  =   0.99964181
 PU2275
 PU2275:                Primary Azimuth Mark                     Grid Az
 PU2275:SPC SD N     -  LEWIS AZ MK                              272 12 38.7
 PU2275:UTM  13      -  LEWIS AZ MK                              268 40 46.0
 PU2275
 PU2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1916544936(NAD 83)
 PU2275
 PU2275|---------------------------------------------------------------------|
 PU2275| PID    Reference Object                     Distance      Geod. Az  |
 PU2275|                                                           dddmmss.s |
 PU2275| CP9852 LEWIS AZ MK                                        2694408.3 |
 PU2275| CP9854 LEWIS RM 2                           11.204 METERS 27431     |
 PU2275| CP9853 LEWIS RM 1                           18.642 METERS 35730     |
 PU2275|---------------------------------------------------------------------|
 PU2275
 PU2275                          SUPERSEDED SURVEY CONTROL
 PU2275
 PU2275  NAD 83(1993)-  44 38 52.43976(N)    103 29 49.98632(W) AD(       ) 2
 PU2275  NAD 83(1986)-  44 38 52.43555(N)    103 29 49.98196(W) AD(       ) 2
 PU2275
 PU2275.Superseded values are not recommended for survey control.
 PU2275
 PU2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2275.See file dsdata.pdf to determine how the superseded data were derived.
 PU2275
 PU2275_MARKER: DS = TRIANGULATION STATION DISK
 PU2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2275_STAMPING: LEWIS 1962
 PU2275_MARK LOGO: CGS
 PU2275_PROJECTION: RECESSED 30 CENTIMETERS
 PU2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2275+STABILITY: SURFACE MOTION
 PU2275
 PU2275  HISTORY     - Date     Condition        Report By
 PU2275  HISTORY     - 1962     MONUMENTED       CGS
 PU2275  HISTORY     - 1962     GOOD             CGS
 PU2275
 PU2275                          STATION DESCRIPTION
 PU2275
 PU2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2275'STATION MARK IS LOCATED ABOUT 5.7 MILES SOUTHWEST OF NEWELL, 4.0
 PU2275'MILES NORTHWEST OF VALE AND 3.0 MILES SOUTHEAST OF NISLAND.  ON THE
 PU2275'SOUTH SIDE OF A GRAVELED ROAD AND IT IS IN THE NORTHWEST 1/4 OF
 PU2275'SECTION 22, T 8 N, R 5 E.
 PU2275'
 PU2275'TO REACH THE STATION FROM THE POST OFFICE IN NISLAND, GO EAST FOR
 PU2275'1/2 BLOCK, TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.9
 PU2275'MILES TO A T INTERSECTION, TURN LEFT AND GO EAST FOR 0.35 MILES TO
 PU2275'A GRAVELED SIDE ROAD TO THE RIGHT, TURN RIGHT AND GO SOUTH FOR 1.0
 PU2275'MILE TO A T INTERSECTION AND THE AZIMUTH MARK AS DESCRIBED.
 PU2275'TURN LEFT AND GO EAST ON A GRAVELED SECTION LINE ROAD FOR 1.0
 PU2275'MILE TO A WIRE GATE ON THE RIGHT (0.05 MILE EAST OF A BRIDGE OVER
 PU2275'A CANAL), TURN RIGHT THROUGH A WIRE GATE THEN GO WEST ALONG THE
 PU2275'SOUTH SIDE OF THE FENCE FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 PU2275'
 PU2275'STATION MARK IS 100 FEET NORTHWEST OF AN ABANDONED FARM BUILDING,
 PU2275'33.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 5.0 FEET
 PU2275'SOUTHEAST OF A METAL WITNESS POST AND 4.0 FEET SOUTH OF A WIRE
 PU2275'FENCE.  IT IS STAMPED--LEWIS 1962 AND IT IS SET 1.0 FOOT BELOW THE
 PU2275'GROUND SURFACE.
 PU2275'
 PU2275'RM 1 IS 39.0 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 1.1
 PU2275'FEET SOUTH OF A FENCE LINE.  IT IS STAMPED--LEWIS NO 1 1962 AND
 PU2275'PROJECTS 2 INCHES.
 PU2275'
 PU2275'RM 2 IS 29.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1.0
 PU2275'FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED--LEWIS NO 2 1962 AND
 PU2275'PROJECTS 4 INCHES.
 PU2275'
 PU2275'AZIMUTH MARK IS 43.0 FEET SOUTHEAST OF A T ROAD INTERSECTION, 3.0
 PU2275'FEET NORTH OF A FENCE LINE, 2.5 FEET EAST OF A POWERLINE POLE AND
 PU2275'1.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS
 PU2275'STAMPED--LEWIS 1962 AND PROJECTS 3 INCHES.
 PU2275'
 PU2275'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH CONCRETE
 PU2275'CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0610 ***********************************************************************
 QS0610  DESIGNATION -  LEY
 QS0610  PID         -  QS0610
 QS0610  STATE/COUNTY-  SD/ZIEBACH
 QS0610  COUNTRY     -  US
 QS0610  USGS QUAD   -  ISABEL SW (2017)
 QS0610
 QS0610                         *CURRENT SURVEY CONTROL
 QS0610  ______________________________________________________________________
 QS0610* NAD 83(1996) POSITION- 45 17 00.67634(N) 101 29 11.61607(W)   ADJUSTED
 QS0610* NAVD 88 ORTHO HEIGHT -   722.871 (meters)     2371.62  (feet) ADJUSTED
 QS0610  ______________________________________________________________________
 QS0610  GEOID HEIGHT    -        -20.611 (meters)                     GEOID18
 QS0610  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 QS0610  DYNAMIC HEIGHT  -        722.751 (meters)     2371.23  (feet) COMP
 QS0610  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 QS0610
 QS0610  HORZ ORDER      -  SECOND
 QS0610  VERT ORDER      -  FIRST     CLASS II
 QS0610
 QS0610.The horizontal coordinates were established by classical geodetic methods
 QS0610.and adjusted by the National Geodetic Survey in January 1998.
 QS0610
 QS0610.The orthometric height was determined by differential leveling and
 QS0610.adjusted by the NATIONAL GEODETIC SURVEY
 QS0610.in June 1991.
 QS0610
 QS0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0610.GEOID18 height accuracy estimate available here.
 QS0610
 QS0610.Click photographs - Photos may exist for this station.
 QS0610
 QS0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0610
 QS0610.The dynamic height is computed by dividing the NAVD 88
 QS0610.geopotential number by the normal gravity value computed on the
 QS0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0610.degrees latitude (g = 980.6199 gals.).
 QS0610
 QS0610.The modeled gravity was interpolated from observed gravity values.
 QS0610
 QS0610. The following values were computed from the NAD 83(1996) position.
 QS0610
 QS0610;                    North         East     Units Scale Factor Converg.
 QS0610;SPC SD N     -   162,220.539   483,381.642   MT  0.99994732   -1 03 07.5
 QS0610;SPC SD N     -   532,218.55  1,585,894.60   sFT  0.99994732   -1 03 07.5
 QS0610;UTM  14      - 5,017,454.688   304,990.490   MT  1.00006760   -1 46 03.0
 QS0610
 QS0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0610!SPC SD N     -   0.99988991  x   0.99994732  =   0.99983724
 QS0610!UTM  14      -   0.99988991  x   1.00006760  =   0.99995750
 QS0610
 QS0610:                Primary Azimuth Mark                     Grid Az
 QS0610:SPC SD N     -  LEY AZ MK                                003 15 58.5
 QS0610:UTM  14      -  LEY AZ MK                                003 58 54.0
 QS0610
 QS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0499017454(NAD 83)
 QS0610
 QS0610|---------------------------------------------------------------------|
 QS0610| PID    Reference Object                     Distance      Geod. Az  |
 QS0610|                                                           dddmmss.s |
 QS0610| QS0611 LEY AZ MK                                          0021251.0 |
 QS0610| QS0895 ISABEL O LAUGHLIN W ELEV S GAB      APPROX.12.8 KM 0191858.9 |
 QS0610| QS0898 ISABEL ST MARYS CATH CH SPIRE       APPROX.13.2 KM 0205011.5 |
 QS0610| CQ8006 LEY RM 1                             27.593 METERS 09328     |
 QS0610| QS0465 F 20                                 18.151 METERS 19550     |
 QS0610|---------------------------------------------------------------------|
 QS0610
 QS0610                          SUPERSEDED SURVEY CONTROL
 QS0610
 QS0610  NAD 83(1986)-  45 17 00.66827(N)    101 29 11.61511(W) AD(       ) 2
 QS0610  NAD 27      -  45 17 00.74800(N)    101 29 10.06300(W) AD(       ) 2
 QS0610
 QS0610.Superseded values are not recommended for survey control.
 QS0610
 QS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0610.See file dsdata.pdf to determine how the superseded data were derived.
 QS0610
 QS0610_MARKER: DS = TRIANGULATION STATION DISK
 QS0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0610_STAMPING: LEY 1952
 QS0610_MARK LOGO: CGS
 QS0610_PROJECTION: PROJECTING 5 CENTIMETERS
 QS0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0610+STABILITY: SURFACE MOTION
 QS0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0610+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 QS0610
 QS0610  HISTORY     - Date     Condition        Report By
 QS0610  HISTORY     - 1952     MONUMENTED       CGS
 QS0610  HISTORY     - 1985     GOOD             NGS
 QS0610  HISTORY     - 20120731 GOOD             INDIV
 QS0610
 QS0610                          STATION DESCRIPTION
 QS0610
 QS0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0610'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF ISABEL, JUST
 QS0610'WEST OF THE ZIEBACH-DEWEY COUNTY LINE, IN SECTION 12, T 15 N,
 QS0610'R 21 E, ON LAND OWNED BY FRED LEY, 50 FEET WEST OF CENTER OF
 QS0610'STATE HIGHWAY 65, AND 4 FEET SOUTH OF A 3 X 4 INCH WITNESS POST.
 QS0610'
 QS0610'TO REACH THE STATION FROM THE POST OFFICE IN ISABEL, GO SOUTH
 QS0610'AND WEST ON STATE HIGHWAY 8 AND 65 FOR 3.25 MILES TO THE JUNCTION
 QS0610'OF THESE HIGHWAYS, TURN LEFT AND GO SOUTH ON HIGHWAY 65 FOR 6.9
 QS0610'MILES TO THE AZIMUTH MARK ON LEFT, CONTINUE SOUTH FOR 0.5 MILE
 QS0610'TO TOP OF HILL AND STATION ON RIGHT.
 QS0610'
 QS0610'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LEY
 QS0610'1952.
 QS0610'
 QS0610'REFERENCE MARK 1 IS 40 FEET EAST OF CENTER OF STATE HIGHWAY 65.
 QS0610'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED LEY NO 1 1952.
 QS0610'
 QS0610'BENCH MARK F 20 IS 68 FEET WEST OF CENTER OF STATE HIGHWAY 65.
 QS0610'IT IS A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP OF A
 QS0610'10 X 10 INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 QS0610'THE DISK IS STAMPED F 20 1933.
 QS0610'
 QS0610'THE AZIMUTH MARK IS 52 FEET EAST OF CENTER OF STATE HIGHWAY 65, 4
 QS0610'FEET SOUTH OF A 3 X 4 INCH WITNESS POST, AND 1 FOOT WEST OF A
 QS0610'WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0610'LEY 1952.
 QS0610'
 QS0610'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QS0610
 QS0610                          STATION RECOVERY (1985)
 QS0610
 QS0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0610'16.6 KM (10.3 MI) SOUTH FROM ISABEL.
 QS0610'16.56 KM (10.29 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0610'AT ISABEL, AT THE Y JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 0.35
 QS0610'KM (0.22 MI) SOUTH OF MILEPOST 183, 15.5 METERS (51 FT) WEST OF THE
 QS0610'HIGHWAY CENTERLINE, 39.9 METERS (131 FT) NORTHWEST OF THE INTERSECTION
 QS0610'OF THE CENTER OF THE GRAVEL ROADS, 29.0 METERS (95 FT) NORTH OF THE
 QS0610'NORTH END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE AND 1.8 METERS (6
 QS0610'FT) WEST OF THE RIGHT-OF-WAY FENCE.
 QS0610'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0610'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0610
 QS0610                          STATION RECOVERY (2012)
 QS0610
 QS0610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0611 ***********************************************************************
 QS0611  DESIGNATION -  LEY AZ MK
 QS0611  PID         -  QS0611
 QS0611  STATE/COUNTY-  SD/DEWEY
 QS0611  COUNTRY     -  US
 QS0611  USGS QUAD   -  ISABEL SW (2017)
 QS0611
 QS0611                         *CURRENT SURVEY CONTROL
 QS0611  ______________________________________________________________________
 QS0611* NAD 83(1986) POSITION- 45 17 28.     (N) 101 29 10.     (W)   SCALED
 QS0611* NAVD 88 ORTHO HEIGHT -   705.000 (meters)     2312.99  (feet) ADJUSTED
 QS0611  ______________________________________________________________________
 QS0611  GEOID HEIGHT    -        -20.602 (meters)                     GEOID18
 QS0611  DYNAMIC HEIGHT  -        704.883 (meters)     2312.60  (feet) COMP
 QS0611  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 QS0611
 QS0611  VERT ORDER      -  FIRST     CLASS II
 QS0611
 QS0611.The horizontal coordinates were scaled from a map and have
 QS0611.an estimated accuracy of +/- 6 seconds.
 QS0611
 QS0611.The orthometric height was determined by differential leveling and
 QS0611.adjusted by the NATIONAL GEODETIC SURVEY
 QS0611.in June 1991.
 QS0611
 QS0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0611.GEOID18 height accuracy estimate available here.
 QS0611
 QS0611.Click photographs - Photos may exist for this station.
 QS0611
 QS0611.The dynamic height is computed by dividing the NAVD 88
 QS0611.geopotential number by the normal gravity value computed on the
 QS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0611.degrees latitude (g = 980.6199 gals.).
 QS0611
 QS0611.The modeled gravity was interpolated from observed gravity values.
 QS0611
 QS0611;                    North         East    Units  Estimated Accuracy
 QS0611;SPC SD N     -   163,060.      483,430.      MT  (+/- 180 meters Scaled)
 QS0611
 QS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR050182(NAD 83)
 QS0611
 QS0611                          SUPERSEDED SURVEY CONTROL
 QS0611
 QS0611.No superseded survey control is available for this station.
 QS0611
 QS0611_MARKER: DR = REFERENCE MARK DISK
 QS0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0611_STAMPING: LEY 1952
 QS0611_MARK LOGO: CGS
 QS0611_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0611+STABILITY: SURFACE MOTION
 QS0611
 QS0611  HISTORY     - Date     Condition        Report By
 QS0611  HISTORY     - 1952     MONUMENTED       CGS
 QS0611  HISTORY     - 1985     GOOD             NGS
 QS0611
 QS0611                          STATION DESCRIPTION
 QS0611
 QS0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0611'15.7 KM (9.75 MI) SOUTH FROM ISABEL.
 QS0611'15.74 KM (9.78 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0611'AT ISABEL, IN THE TOP CENTER OF A LOW CUT, 0.86 KM (0.53 MI) NORTH OF
 QS0611'THE TOP OF A SUMMIT, 0.47 KM (0.29 MI) NORTH OF MILEPOST 183, 15.5
 QS0611'METERS (51 FT) EAST OF THE HIGHWAY CENTERLINE, 99.4 METERS (326 FT)
 QS0611'SOUTH-SOUTHEAST OF THE EAST END OF A 18-INCH CONCRETE PIPE CULVERT,
 QS0611'74.4 METERS (244 FT) NORTH-NORTHEAST OF THE EAST END OF THE NORTH ONE
 QS0611'OF TWO 36-INCH CONCRETE PIPE CULVERTS AND 0.3 METER (1 FT) WEST OF THE
 QS0611'RIGHT-OF-WAY FENCE.  NOTE--MARK IS A REFERENCE MARK DISK.
 QS0611'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0426 ***********************************************************************
 PR0426  DESIGNATION -  LIFT
 PR0426  PID         -  PR0426
 PR0426  STATE/COUNTY-  SD/CODINGTON
 PR0426  COUNTRY     -  US
 PR0426  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0426
 PR0426                         *CURRENT SURVEY CONTROL
 PR0426  ______________________________________________________________________
 PR0426* NAD 83(1986) POSITION- 44 53 23.     (N) 097 06 00.     (W)   SCALED
 PR0426* NAVD 88 ORTHO HEIGHT -   523.545 (meters)     1717.66  (feet) ADJUSTED
 PR0426  ______________________________________________________________________
 PR0426  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 PR0426  DYNAMIC HEIGHT  -        523.467 (meters)     1717.41  (feet) COMP
 PR0426  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 PR0426
 PR0426  VERT ORDER      -  SECOND    CLASS 0
 PR0426
 PR0426.The horizontal coordinates were scaled from a map and have
 PR0426.an estimated accuracy of +/- 6 seconds.
 PR0426
 PR0426.The orthometric height was determined by differential leveling and
 PR0426.adjusted by the NATIONAL GEODETIC SURVEY
 PR0426.in June 1991.
 PR0426
 PR0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0426.GEOID18 height accuracy estimate available here.
 PR0426
 PR0426.Click photographs - Photos may exist for this station.
 PR0426
 PR0426.The dynamic height is computed by dividing the NAVD 88
 PR0426.geopotential number by the normal gravity value computed on the
 PR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0426.degrees latitude (g = 980.6199 gals.).
 PR0426
 PR0426.The modeled gravity was interpolated from observed gravity values.
 PR0426
 PR0426;                    North         East    Units  Estimated Accuracy
 PR0426;SPC SD N     -   121,490.      829,030.      MT  (+/- 180 meters Scaled)
 PR0426
 PR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ500724(NAD 83)
 PR0426
 PR0426                          SUPERSEDED SURVEY CONTROL
 PR0426
 PR0426  NGVD 29 (??/??/92)  523.256  (m)         1716.72   (f) ADJ UNCH    2 0
 PR0426
 PR0426.Superseded values are not recommended for survey control.
 PR0426
 PR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0426.See file dsdata.pdf to determine how the superseded data were derived.
 PR0426
 PR0426_MARKER: DB = BENCH MARK DISK
 PR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0426_STAMPING: LIFT 1934
 PR0426_MARK LOGO: CGS
 PR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0426+STABILITY: SURFACE MOTION
 PR0426
 PR0426  HISTORY     - Date     Condition        Report By
 PR0426  HISTORY     - 1934     MONUMENTED       CGS
 PR0426  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0426
 PR0426                          STATION DESCRIPTION
 PR0426
 PR0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0426'AT WATERTOWN.
 PR0426'THE BM IS SITUATED IN THE SOUTHEAST PART OF WATERTOWN, NEAR
 PR0426'THE SOUTH EAST CORNER OF THE INTERSECTION OF ELEVENTH STREET,
 PR0426'EAST, AND NINTH AVENUE, SOUTH, ON THE CITY SEWAGE LIFE STATION
 PR0426'GROUNDS.  THE BM IS 6 INCHES ABOVE GROUND, 61.6 FEET SOUTH
 PR0426'OF C LINE U.S. PAVED HIGHWAY 212 AND 24.55 FEET FROM THE
 PR0426'NORTHWEST CORNER OF THE SEWAGE LIFT STATION BUILDING.
 PR0426
 PR0426                          STATION RECOVERY (1968)
 PR0426
 PR0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0683 ***********************************************************************
 PS0683  DESIGNATION -  LIKENESS
 PS0683  PID         -  PS0683
 PS0683  STATE/COUNTY-  SD/HAND
 PS0683  COUNTRY     -  US
 PS0683  USGS QUAD   -  AMES (2017)
 PS0683
 PS0683                         *CURRENT SURVEY CONTROL
 PS0683  ______________________________________________________________________
 PS0683* NAD 83(1996) POSITION- 44 18 12.53376(N) 099 03 40.65732(W)   ADJUSTED
 PS0683* NAVD 88 ORTHO HEIGHT -   652.    (meters)     2139.    (feet) SCALED
 PS0683  ______________________________________________________________________
 PS0683  GEOID HEIGHT    -        -24.588 (meters)                     GEOID18
 PS0683  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 PS0683  HORZ ORDER      -  SECOND
 PS0683
 PS0683.The horizontal coordinates were established by classical geodetic methods
 PS0683.and adjusted by the National Geodetic Survey in January 1998.
 PS0683
 PS0683.The orthometric height was scaled from a topographic map.
 PS0683
 PS0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0683.GEOID18 height accuracy estimate available here.
 PS0683
 PS0683.Click photographs - Photos may exist for this station.
 PS0683
 PS0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0683
 PS0683. The following values were computed from the NAD 83(1996) position.
 PS0683
 PS0683;                    North         East     Units Scale Factor Converg.
 PS0683;SPC SD N     -    52,678.712   674,905.316   MT  1.00002361   +0 39 51.7
 PS0683;SPC SD N     -   172,830.07  2,214,251.86   sFT  1.00002361   +0 39 51.7
 PS0683;SPC SD S     -   219,651.959   701,497.808   MT  0.99997838   +0 52 39.1
 PS0683;SPC SD S     -   720,641.47  2,301,497.39   sFT  0.99997838   +0 52 39.1
 PS0683;UTM  14      - 4,905,582.599   495,110.950   MT  0.99960029   -0 02 34.1
 PS0683
 PS0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0683!SPC SD N     -   0.99990157  x   1.00002361  =   0.99992518
 PS0683!SPC SD S     -   0.99990157  x   0.99997838  =   0.99987996
 PS0683!UTM  14      -   0.99990157  x   0.99960029  =   0.99950190
 PS0683
 PS0683:                Primary Azimuth Mark                     Grid Az
 PS0683:SPC SD N     -  EDEN                                     145 49 26.1
 PS0683:SPC SD S     -  EDEN                                     145 36 38.7
 PS0683:UTM  14      -  EDEN                                     146 31 51.9
 PS0683
 PS0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9511005582(NAD 83)
 PS0683
 PS0683|---------------------------------------------------------------------|
 PS0683| PID    Reference Object                     Distance      Geod. Az  |
 PS0683|                                                           dddmmss.s |
 PS0683| CQ5625 LIKENESS RM 1                        16.508 METERS 06547     |
 PS0683| PS0619 EDEN                                APPROX.14.6 KM 1462917.8 |
 PS0683| CQ5626 LIKENESS RM 2                        17.057 METERS 16843     |
 PS0683| CQ5624 LIKENESS AZ MK                                     2691935.7 |
 PS0683|---------------------------------------------------------------------|
 PS0683
 PS0683                          SUPERSEDED SURVEY CONTROL
 PS0683
 PS0683  NAD 83(1986)-  44 18 12.53163(N)    099 03 40.66432(W) AD(       ) 2
 PS0683  NAD 27      -  44 18 12.58100(N)    099 03 39.30500(W) AD(       ) 2
 PS0683
 PS0683.Superseded values are not recommended for survey control.
 PS0683
 PS0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0683.See file dsdata.pdf to determine how the superseded data were derived.
 PS0683
 PS0683_MARKER: DS = TRIANGULATION STATION DISK
 PS0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0683_STAMPING: LIKENESS 1951
 PS0683_MARK LOGO: CGS
 PS0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0683+STABILITY: SURFACE MOTION
 PS0683
 PS0683  HISTORY     - Date     Condition        Report By
 PS0683  HISTORY     - 1951     MONUMENTED       CGS
 PS0683
 PS0683                          STATION DESCRIPTION
 PS0683
 PS0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0683'THE STATION IS LOCATED ABOUT 15 MILES SOUTH AND 3 MILES WEST
 PS0683'OF MILLER ON THE HIGHEST POINT OF ROLLING PASTURE LAND.  IT
 PS0683'IS ABOUT 1 MILE SOUTHWEST OF A GROUP OF FARM BUILDINGS AND
 PS0683'6 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 PS0683'4 INCHES AND THE DISK IS STAMPED LIKENESS 1951.
 PS0683'
 PS0683'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  THE MARK
 PS0683'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LIKENESS
 PS0683'NO 1 1951.
 PS0683'
 PS0683'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  THE MARK PROJECTS
 PS0683'ABOUT 4 INCHES AND THE DISK IS STAMPED LIKENESS NO 2 1951.
 PS0683'
 PS0683'AZIMUTH MARK IS 1 FOOT EAST OF A FENCELINE AND 1 FOOT SOUTH
 PS0683'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 PS0683'THE DISK IS STAMPED LIKENESS 1951.
 PS0683'
 PS0683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PS0683'AND STATE ROAD 45 IN MILLER, GO SOUTH ON STATE ROAD 45 FOR
 PS0683'15.2 MILES TO A SIDE ROAD RIGHT AND SCHOOL HOUSE ON LEFT.
 PS0683'TURN RIGHT (WEST) AND GO 3.0 MILES TO WHERE MAIN ROAD TURNS
 PS0683'SOUTH AND WIRE GATE ON RIGHT AT POWER POLE.  PASS THROUGH GATE
 PS0683'AND FOLLOW TRACK ROAD 0.45 MILE TO A DIM TRACK ROAD ON LEFT.
 PS0683'TURN LEFT (WEST) AND FOLLOW DIM TRACK ROAD TOWARDS A SMALL
 PS0683'GROVE OF TREES FOR 0.6 MILE TO STATION.
 PS0683'
 PS0683'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.15 MILE
 PS0683'TO FENCE AND MARK IN FENCELINE.
 PS0683'
 PS0683'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0443 ***********************************************************************
 QQ0443  DESIGNATION -  LILY INDEPENDENT SCHOOL BELFRY
 QQ0443  PID         -  QQ0443
 QQ0443  STATE/COUNTY-  SD/DAY
 QQ0443  COUNTRY     -  US
 QQ0443  USGS QUAD   -  LILY (2017)
 QQ0443
 QQ0443                         *CURRENT SURVEY CONTROL
 QQ0443  ______________________________________________________________________
 QQ0443* NAD 83(1996) POSITION- 45 11 01.13836(N) 097 40 44.61582(W)   ADJUSTED
 QQ0443  ______________________________________________________________________
 QQ0443  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 QQ0443  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 QQ0443  HORZ ORDER      -  THIRD
 QQ0443
 QQ0443.The horizontal coordinates were established by classical geodetic methods
 QQ0443.and adjusted by the National Geodetic Survey in January 1998.
 QQ0443
 QQ0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0443.GEOID18 height accuracy estimate available here.
 QQ0443
 QQ0443.Click photographs - Photos may exist for this station.
 QQ0443
 QQ0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0443
 QQ0443. The following values were computed from the NAD 83(1996) position.
 QQ0443
 QQ0443;                    North         East     Units Scale Factor Converg.
 QQ0443;SPC SD N     -   152,665.532   782,377.632   MT  0.99994178   +1 38 33.4
 QQ0443;SPC SD N     -   500,870.17  2,566,850.61   sFT  0.99994178   +1 38 33.4
 QQ0443;UTM  14      - 5,004,200.545   603,777.116   MT  0.99973242   +0 56 13.6
 QQ0443
 QQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0377704200(NAD 83)
 QQ0443
 QQ0443                          SUPERSEDED SURVEY CONTROL
 QQ0443
 QQ0443  NAD 83(1986)-  45 11 01.13887(N)    097 40 44.59942(W) AD(       ) 3
 QQ0443  NAD 27      -  45 11 01.28939(N)    097 40 43.28256(W) AD(       ) 3
 QQ0443
 QQ0443.Superseded values are not recommended for survey control.
 QQ0443
 QQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0443.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0443
 QQ0443_MARKER: 75 = BELFRY
 QQ0443
 QQ0443  HISTORY     - Date     Condition        Report By
 QQ0443  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0443
 QQ0443                          STATION DESCRIPTION
 QQ0443
 QQ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0443'THE SCHOOL IS IN THE NORTHEAST EDGE OF LILY.  IT IS A WHITE
 QQ0443'WOODEN BUILDING, ABOUT 55 FEET HIGH, WITH A BELFRY ON THE SOUTH
 QQ0443'END.
 QQ0443'
 QQ0443'THE POINT INTERSECTED WAS THE APEX OF THE BELFRY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0444 ***********************************************************************
 QQ0444  DESIGNATION -  LILY RESET
 QQ0444  PID         -  QQ0444
 QQ0444  STATE/COUNTY-  SD/DAY
 QQ0444  COUNTRY     -  US
 QQ0444  USGS QUAD   -  LILY (2017)
 QQ0444
 QQ0444                         *CURRENT SURVEY CONTROL
 QQ0444  ______________________________________________________________________
 QQ0444* NAD 83(1996) POSITION- 45 09 07.90960(N) 097 40 54.73459(W)   ADJUSTED
 QQ0444* NAD 83(1996) ELLIP HT-   553.144 (meters)        (05/25/04)   ADJUSTED
 QQ0444* NAVD 88 ORTHO HEIGHT -   578.0   (meters)     1896.    (feet) VERTCON3
 QQ0444  ______________________________________________________________________
 QQ0444  GEOID HEIGHT    -        -24.738 (meters)                     GEOID18
 QQ0444  NAD 83(1996) X  -   -602,329.474 (meters)                     COMP
 QQ0444  NAD 83(1996) Y  - -4,465,566.044 (meters)                     COMP
 QQ0444  NAD 83(1996) Z  -  4,499,684.798 (meters)                     COMP
 QQ0444  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 QQ0444  HORZ ORDER      -  FIRST
 QQ0444  ELLP ORDER      -  FOURTH    CLASS II
 QQ0444
 QQ0444.The horizontal coordinates were established by classical geodetic methods
 QQ0444.and adjusted by the National Geodetic Survey in May 2004.
 QQ0444
 QQ0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0444
 QQ0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0444.GEOID18 height accuracy estimate available here.
 QQ0444
 QQ0444.Click photographs - Photos may exist for this station.
 QQ0444
 QQ0444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0444
 QQ0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0444
 QQ0444.The ellipsoidal height was determined by GPS observations
 QQ0444.and is referenced to NAD 83.
 QQ0444
 QQ0444. The following values were computed from the NAD 83(1996) position.
 QQ0444
 QQ0444;                    North         East     Units Scale Factor Converg.
 QQ0444;SPC SD N     -   149,165.374   782,256.895   MT  0.99994066   +1 38 26.3
 QQ0444;SPC SD N     -   489,386.73  2,566,454.50   sFT  0.99994066   +1 38 26.3
 QQ0444;UTM  14      - 5,000,702.871   603,613.310   MT  0.99973200   +0 56 04.6
 QQ0444
 QQ0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0444!SPC SD N     -   0.99991328  x   0.99994066  =   0.99985395
 QQ0444!UTM  14      -   0.99991328  x   0.99973200  =   0.99964531
 QQ0444
 QQ0444:                Primary Azimuth Mark                     Grid Az
 QQ0444:SPC SD N     -  LILY AZ MK 2                             266 19 59.6
 QQ0444:UTM  14      -  LILY AZ MK 2                             267 02 21.3
 QQ0444
 QQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0361300702(NAD 83)
 QQ0444
 QQ0444|---------------------------------------------------------------------|
 QQ0444| PID    Reference Object                     Distance      Geod. Az  |
 QQ0444|                                                           dddmmss.s |
 QQ0444| QQ0443 LILY INDEPENDENT SCHOOL BELFRY      APPROX. 3.5 KM 0033658.5 |
 QQ0444| CQ5629 LILY RM 1                            24.708 METERS 09151     |
 QQ0444| CQ5631 LILY RM 3                            29.459 METERS 14530     |
 QQ0444| CQ5632 LILY RM 4                            27.057 METERS 20727     |
 QQ0444| CQ5628 LILY AZ MK 2                                       2675825.9 |
 QQ0444| CQ5627 LILY AZ MK                                         2704635.3 |
 QQ0444| CQ5630 LILY RM 2                            21.931 METERS 27224     |
 QQ0444|---------------------------------------------------------------------|
 QQ0444
 QQ0444                          SUPERSEDED SURVEY CONTROL
 QQ0444
 QQ0444  ELLIP H (03/16/99)  553.013  (m)                       GP(       ) 4 1
 QQ0444  NAD 83(1996)-  45 09 07.91687(N)    097 40 54.73549(W) AD(       ) 1
 QQ0444  ELLIP H (01/23/98)  553.005  (m)                       GP(       ) 4 1
 QQ0444  ELLIP H (08/18/97)  552.638  (m)                       GP(       ) 4 1
 QQ0444  NAD 83(1986)-  45 09 07.91906(N)    097 40 54.71936(W) AD(       ) 1
 QQ0444  NAD 27      -  45 09 08.06859(N)    097 40 53.40430(W) AD(       ) 1
 QQ0444  NGVD 29 (06/26/92)  577.7    (m)  UNKNOWN  model used  GPS OBS        
 QQ0444
 QQ0444.Superseded values are not recommended for survey control.
 QQ0444
 QQ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0444.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0444
 QQ0444_MARKER: DH = HORIZONTAL CONTROL DISK
 QQ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0444_STAMPING: LILY 1952 1975
 QQ0444_MARK LOGO: NGS
 QQ0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0444+STABILITY: SURFACE MOTION
 QQ0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0444+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0444
 QQ0444  HISTORY     - Date     Condition        Report By
 QQ0444  HISTORY     - 1952     MONUMENTED       CGS
 QQ0444  HISTORY     - 1973     GOOD             USGS
 QQ0444  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QQ0444  HISTORY     - 1975     GOOD             NGS
 QQ0444  HISTORY     - 19910927 GOOD             NGS
 QQ0444
 QQ0444                          STATION DESCRIPTION
 QQ0444
 QQ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0444'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF BRADLEY, 2 MILES
 QQ0444'SOUTH OF LILY, IN SECTION 33, T 120 N, R 57 W, ON THE ROAD
 QQ0444'RIGHT-OF-WAY, 36 FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD,
 QQ0444'AND 4 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 QQ0444'
 QQ0444'TO REACH THE STATION FROM THE POST OFFICE IN LILY, GO EAST ON THE
 QQ0444'MAIN STREET FOR 0.25 MILE TO A CROSS ROAD, TURN RIGHT AND GO
 QQ0444'SOUTH FOR 2.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 QQ0444'FOR 0.15 MILE TO TOP OF HILL AND STATION ON THE RIGHT, CONTINUE
 QQ0444'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QQ0444'
 QQ0444'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED LILY
 QQ0444'1952.
 QQ0444'
 QQ0444'REFERENCE MARK 1 IS 36 FEET NORTH OF THE CENTER OF THE ROAD.  THE
 QQ0444'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED LILY NO 1 1952.
 QQ0444'
 QQ0444'REFERENCE MARK 2 IS 36 FEET NORTH OF THE CENTER OF THE ROAD.  THE
 QQ0444'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED LILY NO 2 1952.
 QQ0444'
 QQ0444'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF THE ROAD AND
 QQ0444'2 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 5
 QQ0444'INCHES, AND THE DISK IS STAMPED LILY 1952.
 QQ0444'
 QQ0444'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QQ0444
 QQ0444                          STATION RECOVERY (1973)
 QQ0444
 QQ0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LLA)
 QQ0444'STA. MK. APPEARS OK.  RMS HAVE BEEN DISTURBED BY PLOWING.  AZIMUTH
 QQ0444'MK FOUND AS DESCRIBED.
 QQ0444
 QQ0444                          STATION RECOVERY (1975)
 QQ0444
 QQ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QQ0444'THE AZIMUTH MARK WAS FOUND LYING ON TOP OF THE GROUND, REFERENCE
 QQ0444'MARK NO. 2 WAS FOUND PUSHED OVER, THE STATION MARK AND REFERENCE
 QQ0444'MARK NO. 1 APPEARED TO BE IN GOOD CONDITION, BUT R.M. NO. 1 HAD
 QQ0444'SCUFF MARKS ON IT AND THE DISTANCE TO IT DIFFERED BY 0.2 FOOT AND
 QQ0444'THE DIRECTION BY 14-MINUTES AND 19-SECONDS.  THERE WERE NO CHECKS
 QQ0444'FOR THE STATION MARK, THEREFORE THE POSITION OF THE SURFACE MARK
 QQ0444'WAS HELD AND THE MARK REMOVED - IT WAS FOUND TO BE ECCENTRIC
 QQ0444'0.020 METERS IN A NORTHWEST DIRECTION.  THE MARKS WERE DISTURBED
 QQ0444'BY FARM MACHINERY.  THE POSITION OF THE UNDERGROUND STATION
 QQ0444'MARK WAS HELD AND THE MARK LEFT AS FOUND, A NEW SURFACE
 QQ0444'STATION MARK WAS PLUMBED OVER IT.  REFERENCE MARKS NO. 3 AND NO.
 QQ0444'4, AND AZIMUTH MARK 2 WERE SET.  THE DISKS WERE REMOVED FROM THE
 QQ0444'SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 QQ0444'AZIMUTH MARK AT THIS TIME.
 QQ0444'
 QQ0444'A NEW DESCRIPTION FOLLOWS--
 QQ0444'
 QQ0444'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF BRADLEY, AND 2
 QQ0444'MILES SOUTH OF LILY, IN SECTION 33, T 120 N, R 57 W., ON THE ROAD
 QQ0444'RIGHT-OF-WAY OF AN EAST-WEST TOWN ROAD, THE FIELD ON THE NORTH SIDE
 QQ0444'OF THE ROAD IS BEING FARMED UP TO THE ROAD SHOULDER.  THE PROPERTY
 QQ0444'ON THE SOUTH SIDE OF THE ROAD IS OWNED BY MR. JOE MATTHEWS, THE
 QQ0444'PROPERTY ON THE NORTH SIDE OF THE ROAD IS OWNED BY MRS. CHET
 QQ0444'DUERRE OF WEBSTER AND FARMED BY MR. JOE MATTHEWS WHO LIVES
 QQ0444'ABOUT 2 MILES EAST OF THE STATION.
 QQ0444'
 QQ0444'TO REACH THE STATION FROM THE RAILROAD CROSSING AND GRAIN ELEVATOR
 QQ0444'IN LILY, GO EAST 0.15 MILE ON THE PAVED ROAD TO A CROSSROAD, TURN
 QQ0444'RIGHT AND GO SOUTH ON THE GRADED ROAD 2.0 MILES TO A CROSSROAD,
 QQ0444'TURN RIGHT AND GO WEST ON THE GRADED ROAD 0.2 MILE TO THE TOP
 QQ0444'OF THE SECOND RISE AND THE STATION AS DESCRIBED.
 QQ0444'
 QQ0444'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRADED
 QQ0444'ROAD 0.3 MILE TO A T FENCE CORNER ON THE LEFT AND THE MARK AS
 QQ0444'DESCRIBED.
 QQ0444'
 QQ0444'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED LILY
 QQ0444'1952, SET IN THE TOP OF AN IRREGULAR SHAPED MASS OF CONCRETE
 QQ0444'2-1/2 FEET BELOW GROUND SURFACE.  THE SURFACE STATION MARK IS
 QQ0444'A STANDARD DISK STAMPED LILY 1952 1975, SET IN THE TOP OF A ROUND
 QQ0444'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 80 FEET NORTH OF
 QQ0444'THE SOUTH RIGHT-OF-WAY FENCE, 40 FEET NORTH OF THE CENTER OF THE
 QQ0444'ROAD, 28 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 3 FEET
 QQ0444'EAST OF A TREATED WOOD FENCE POST, AND 2 FEET WEST OF A METAL
 QQ0444'WITNESS POST.
 QQ0444'
 QQ0444'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LILY 1952 NO
 QQ0444'3 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 QQ0444'PROJECTS 3-INCHES.  IT IS 40 FEET SOUTH OF THE CENTER OF THE
 QQ0444'ROAD, 1.0 FOOT NORTH OF THE FENCE, AND 1.5 FEET WEST OF A METAL
 QQ0444'WITNESS POST.
 QQ0444'
 QQ0444'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LILY 1952 NO 4
 QQ0444'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QQ0444'5-INCHES.  IT IS 40 FEET SOUTH OF THE CENTER OF THE ROAD, 1.0
 QQ0444'FOOT NORTH OF THE FENCE, AND 1.4 FEET EAST OF A METAL WITNESS
 QQ0444'POST.
 QQ0444'
 QQ0444'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 QQ0444'LILY 1952 AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QQ0444'WHICH PROJECTS 6-INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF
 QQ0444'THE ROAD, 4.5 FEET EAST OF A T FENCE CORNER, 1.5 FEET NORTH OF
 QQ0444'THE FENCE, AND 1.3 FEET EAST OF A METAL WITNESS POST.
 QQ0444'
 QQ0444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0444'2 MILES SOUTH OF LILY.
 QQ0444
 QQ0444                          STATION RECOVERY (1975)
 QQ0444
 QQ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QQ0444'RECOVERED IN GOOD CONDITION.
 QQ0444
 QQ0444                          STATION RECOVERY (1991)
 QQ0444
 QQ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QQ0444'STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHWEST OF BRADLEY, 3.2 KM
 QQ0444'(2.0 MI) SOUTH OF LILY, ON THE RIGHT-OF-WAY OF AN EAST-WEST TOWNSHIP
 QQ0444'ROAD. OWNERSHIP--DAY COUNTY.
 QQ0444'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (MAIN PAVED ROAD
 QQ0444'THROUGH LILY) AND 1ST AVENUE IN THE SMALL COMMUNITY OF LILY, GO EAST
 QQ0444'ON PAVED ROAD FOR 0.32 KM (0.20 MI) TO A CROSSROAD.  TURN RIGHT,
 QQ0444'SOUTH, ON GRAVEL ROAD FOR 3.2 KM (2.0 MI) TO A CROSSROAD. TURN RIGHT,
 QQ0444'WEST, ON GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO THE TOP OF THE SECOND
 QQ0444'RISE AND THE STATION ON THE RIGHT.
 QQ0444'STATION IS 24.3 M (79.7 FT) NORTH FROM THE SOUTH RIGHT-OF-WAY FENCE
 QQ0444'LINE, 12.1 M (39.7 FT) NORTH FROM THE CENTER OF THE ROAD, 8.5 M
 QQ0444'(27.9 FT) WEST FROM THE CENTER OF A FIELD ENTRANCE, 0.91 M (2.99 FT)
 QQ0444'EAST FROM A TREATED WOOD FENCE POST, 0.61 M (2.00 FT) WEST FROM A
 QQ0444'METAL WITNESS POST AND ABOUT FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0708 ***********************************************************************
 OQ0708  DESIGNATION -  LINCOLN
 OQ0708  PID         -  OQ0708
 OQ0708  STATE/COUNTY-  SD/LINCOLN
 OQ0708  COUNTRY     -  US
 OQ0708  USGS QUAD   -  CANTON (2017)
 OQ0708
 OQ0708                         *CURRENT SURVEY CONTROL
 OQ0708  ______________________________________________________________________
 OQ0708* NAD 83(1996) POSITION- 43 19 47.70595(N) 096 33 06.04813(W)   ADJUSTED
 OQ0708* NAVD 88 ORTHO HEIGHT -   442.    (meters)     1450.    (feet) SCALED
 OQ0708  ______________________________________________________________________
 OQ0708  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 OQ0708  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 OQ0708  HORZ ORDER      -  SECOND
 OQ0708
 OQ0708.The horizontal coordinates were established by classical geodetic methods
 OQ0708.and adjusted by the National Geodetic Survey in January 1998.
 OQ0708
 OQ0708.The orthometric height was scaled from a topographic map.
 OQ0708
 OQ0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0708.GEOID18 height accuracy estimate available here.
 OQ0708
 OQ0708.Click photographs - Photos may exist for this station.
 OQ0708
 OQ0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0708
 OQ0708. The following values were computed from the NAD 83(1996) position.
 OQ0708
 OQ0708;                    North         East     Units Scale Factor Converg.
 OQ0708;SPC SD S     -   117,692.148   906,574.074   MT  0.99991948   +2 36 31.6
 OQ0708;SPC SD S     -   386,128.32  2,974,318.44   sFT  0.99991948   +2 36 31.6
 OQ0708;UTM  14      - 4,800,363.731   698,491.125   MT  1.00008467   +1 40 50.1
 OQ0708
 OQ0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0708!SPC SD S     -   0.99993480  x   0.99991948  =   0.99985429
 OQ0708!UTM  14      -   0.99993480  x   1.00008467  =   1.00001947
 OQ0708
 OQ0708:                Primary Azimuth Mark                     Grid Az
 OQ0708:SPC SD S     -  R 326                                    003 35 21.7
 OQ0708:UTM  14      -  R 326                                    004 31 03.2
 OQ0708
 OQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9849100363(NAD 83)
 OQ0708
 OQ0708|---------------------------------------------------------------------|
 OQ0708| PID    Reference Object                     Distance      Geod. Az  |
 OQ0708|                                                           dddmmss.s |
 OQ0708| OQ0220 R 326                                              0061153.3 |
 OQ0708| OQ0627 OUR SAVIORS LUTH CH STEEPLE         APPROX. 5.9 KM 0632255.2 |
 OQ0708| OQ0219 Q 326                               206.373 METERS 06401     |
 OQ0708| CO3954 LINCOLN RM 1                         23.753 METERS 10429     |
 OQ0708| OQ0629 INWOOD MUNICIPAL TANK               APPROX.10.1 KM 1062510.4 |
 OQ0708| OQ0709 CANTON INWOOD HOSP WATER TANK       APPROX. 2.9 KM 1900422.0 |
 OQ0708| OQ0710 CANTON AUGUSTANA ACAD BELFRY        APPROX. 3.6 KM 2164117.2 |
 OQ0708| OQ0712 CANTON LINCOLN CO CTHSE TOWER       APPROX. 4.6 KM 2255016.8 |
 OQ0708| OQ0711 CANTON STANDPIPE                    APPROX. 3.5 KM 2280253.0 |
 OQ0708| CO3955 LINCOLN RM 2                         29.915 METERS 23436     |
 OQ0708|---------------------------------------------------------------------|
 OQ0708
 OQ0708                          SUPERSEDED SURVEY CONTROL
 OQ0708
 OQ0708  NAD 83(1995)-  43 19 47.70650(N)    096 33 06.04347(W) AD(       ) 2
 OQ0708  NAD 83(1986)-  43 19 47.70839(N)    096 33 06.03364(W) AD(       ) 2
 OQ0708  NAD 27      -  43 19 47.77300(N)    096 33 04.86300(W) AD(       ) 2
 OQ0708
 OQ0708.Superseded values are not recommended for survey control.
 OQ0708
 OQ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0708.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0708
 OQ0708_MARKER: DS = TRIANGULATION STATION DISK
 OQ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0708_STAMPING: LINCOLN 1949
 OQ0708_MARK LOGO: CGS
 OQ0708_PROJECTION: FLUSH
 OQ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0708+STABILITY: SURFACE MOTION
 OQ0708
 OQ0708  HISTORY     - Date     Condition        Report By
 OQ0708  HISTORY     - 1949     MONUMENTED       CGS
 OQ0708
 OQ0708                          STATION DESCRIPTION
 OQ0708
 OQ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0708'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CANTON, IN A
 OQ0708'PASTURE OWNED BY MRS. ANNA JUEL, AND OCCUPIED BY MR. HALGER
 OQ0708'VARO.  IT IS ON A HIGH HILL OVERLOOOKING THE BIG SIOUX RIVER
 OQ0708'VALLEY.  IT IS 38 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 OQ0708'ROAD, 0.1 MILE WEST OF A NORTH-SOUTH ROAD, AND 18 FEET NORTH
 OQ0708'OF A FENCELINE.  THE DISK IS STAMPED LINCOLN 1949 AND SET
 OQ0708'FLUSH WITH THE GROUND.
 OQ0708'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE
 OQ0708'COURTHOUSE SQUARE IN CANTON, GO EAST ON U.S. HIGHWAY 18 FOR
 OQ0708'2.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR
 OQ0708'2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.1
 OQ0708'MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 OQ0708'
 OQ0708'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTERLINE OF
 OQ0708'THE ROAD, AND 1 FOOT SOUTH OF THE FENCELINE.  THE DISK IS
 OQ0708'STAMPED LINCOLN NO 1 1949 AND PROJECTS 3 INCHES.
 OQ0708'
 OQ0708'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE CENTERLINE OF THE
 OQ0708'ROAD.  THE DISK IS STAMPED LINCOLN NO 2 1949 AND IS SET FLUSH
 OQ0708'WITH THE GROUND.
 OQ0708'
 OQ0708'BENCH MARK R 326 1949 WAS USED AS THE AZIMUTH MARK FOR THIS
 OQ0708'STATION.  IT IS IN THE SOUTHWEST CORNER OF A ROAD INTERSECTION,
 OQ0708'46 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 31
 OQ0708'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND 1 FOOT
 OQ0708'WEST OF A FENCELINE.  IT IS A USC AND GS BENCH MARK DISK, SET
 OQ0708'IN THE TOP OF A CONCRETE POST, 10 INCHES IN DIAMETER AND
 OQ0708'PROJECTS 6 INCHES.  THE DISK IS STAMPED R 326 1949.
 OQ0708'
 OQ0708'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK Q 326 1949.
 OQ0708'IT IS 0.05 MILE NORTH OF THE T ROAD INTERSECTION JUST EAST OF
 OQ0708'THE STATION, 21 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 OQ0708'ROAD, 1 FOOT EAST OF A FENCELINE, AND 1 FOOT SOUTH OF A
 OQ0708'WITNESS POST.  IT IS A USC AND GS BENCH MARK DISK, SET IN
 OQ0708'THE TOP OF A CONCRETE POST, 10 INCHES IN DIAMETER AND PROJECTS
 OQ0708'6 INCHES.  THE DISK IS STAMPED Q 326 1949.  THE TRAVERSE
 OQ0708'DISTANCE IS 677.12 FEET OR 206.386 METERS.
 OQ0708'
 OQ0708'A 50 FOOT SIGNAL AT INWOOD IS VISIBLE FROM THE GROUND.
 OQ0708'
 OQ0708'AN 87 FOOT SIGNAL AT CANTON IS VISIBLE AT 15 FEET.
 OQ0708'
 OQ0708'AN 87 FOOT SIGNAL AT BOTHWELL 1935 IS VISIBLE FROM THE GROUND.
 OQ0708'
 OQ0708'A 100 FOOT SIGNAL AT LARSON 1935 IS VISIBLE FROM THE GROUND.
 OQ0708'
 OQ0708'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE
 OQ0708'COURTHOUSE SQUARE IN CANTON, GO EAST ON U.S. HIGHWAY 18 FOR
 OQ0708'2.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR
 OQ0708'2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.1
 OQ0708'MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 OQ0708'
 OQ0708'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1
 OQ0708'MILE TO THE T ROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO THE
 OQ0708'MARK ON THE LEFT.
 OQ0708'
 OQ0708'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0602 ***********************************************************************
 PS0602  DESIGNATION -  LINCOLN
 PS0602  PID         -  PS0602
 PS0602  STATE/COUNTY-  SD/SPINK
 PS0602  COUNTRY     -  US
 PS0602  USGS QUAD   -  GLENDALE COLONY (2017)
 PS0602
 PS0602                         *CURRENT SURVEY CONTROL
 PS0602  ______________________________________________________________________
 PS0602* NAD 83(1996) POSITION- 44 46 39.06129(N) 098 19 19.08799(W)   ADJUSTED
 PS0602* NAVD 88 ORTHO HEIGHT -   395.    (meters)     1296.    (feet) SCALED
 PS0602  ______________________________________________________________________
 PS0602  GEOID HEIGHT    -        -24.369 (meters)                     GEOID18
 PS0602  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 PS0602  HORZ ORDER      -  FIRST
 PS0602
 PS0602.The horizontal coordinates were established by classical geodetic methods
 PS0602.and adjusted by the National Geodetic Survey in January 1998.
 PS0602
 PS0602.The orthometric height was scaled from a topographic map.
 PS0602
 PS0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0602.GEOID18 height accuracy estimate available here.
 PS0602
 PS0602.Click photographs - Photos may exist for this station.
 PS0602
 PS0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0602
 PS0602. The following values were computed from the NAD 83(1996) position.
 PS0602
 PS0602;                    North         East     Units Scale Factor Converg.
 PS0602;SPC SD N     -   106,295.988   732,802.380   MT  0.99995046   +1 11 15.4
 PS0602;SPC SD N     -   348,739.42  2,404,202.48   sFT  0.99995046   +1 11 15.4
 PS0602;UTM  14      - 4,958,459.425   553,645.640   MT  0.99963539   +0 28 39.3
 PS0602
 PS0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0602!SPC SD N     -   0.99994185  x   0.99995046  =   0.99989231
 PS0602!UTM  14      -   0.99994185  x   0.99963539  =   0.99957726
 PS0602
 PS0602:                Primary Azimuth Mark                     Grid Az
 PS0602:SPC SD N     -  LINCOLN AZ MK                            356 13 44.3
 PS0602:UTM  14      -  LINCOLN AZ MK                            356 56 20.4
 PS0602
 PS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5364558459(NAD 83)
 PS0602
 PS0602|---------------------------------------------------------------------|
 PS0602| PID    Reference Object                     Distance      Geod. Az  |
 PS0602|                                                           dddmmss.s |
 PS0602| CO5848 LINCOLN RM 1                         37.018 METERS 00046     |
 PS0602| PS0601 FRANKFORT ST ANNS CATH CHURCH       APPROX.11.5 KM 0070542.8 |
 PS0602| PS0594 DOLAND MUNICIPAL TANK               APPROX.21.9 KM 0525346.5 |
 PS0602| CO5849 LINCOLN RM 2                         36.006 METERS 09216     |
 PS0602| PS0599 HITCHCOCK MUNICIPAL TANK            APPROX.18.0 KM 2034718.6 |
 PS0602| PS0641 TULARE MUNICIPAL TANK               APPROX.15.2 KM 2530712.3 |
 PS0602| CO5847 LINCOLN AZ MK                                      3572459.7 |
 PS0602|---------------------------------------------------------------------|
 PS0602
 PS0602                          SUPERSEDED SURVEY CONTROL
 PS0602
 PS0602  NAD 83(1986)-  44 46 39.05973(N)    098 19 19.08175(W) AD(       ) 1
 PS0602  NAD 27      -  44 46 39.14400(N)    098 19 17.74300(W) AD(       ) 1
 PS0602
 PS0602.Superseded values are not recommended for survey control.
 PS0602
 PS0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0602.See file dsdata.pdf to determine how the superseded data were derived.
 PS0602
 PS0602_MARKER: DS = TRIANGULATION STATION DISK
 PS0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0602_STAMPING: LINCOLN 1935
 PS0602_MARK LOGO: CGS
 PS0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0602+STABILITY: SURFACE MOTION
 PS0602
 PS0602  HISTORY     - Date     Condition        Report By
 PS0602  HISTORY     - 1935     MONUMENTED       CGS
 PS0602
 PS0602                          STATION DESCRIPTION
 PS0602
 PS0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0602'THIS STATION IS ABOUT 7 MILES S OF FRANKFORT AND ABOUT 12.2
 PS0602'MILES SE OF REDFIELD IN THE SW CORNER OF SEC. 8, T 115 N, R 62 W,
 PS0602'LINCOLN TOWNSHIP, ON LAND OWNED BY THE UNION CENTRAL LIFE
 PS0602'INSURANCE CO., SIOUX CITY, IOWA.  THE MARK IS SET 28 FEET N OF
 PS0602'THE CENTER LINE OF E-W ROAD, 45 FEET E OF THE CENTER LINE OF N-S
 PS0602'ROAD, 65 FEET E OF THE SE CORNER POST OF FENCE LINES ON THE W
 PS0602'EDGE OF THE RIGHT-OF-WAY OF N-S ROAD, 228 FEET NNW OF THE NW
 PS0602'CORNER OF AN ABANDONED HOUSE.  MARK PROJECTS 6 INCHES.
 PS0602'
 PS0602'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0602'BRONZE DISKS SET IN CONCRETE.
 PS0602'
 PS0602'REFERENCE MARK NO. 1 IS N OF THE STATION, 45 FEET E OF THE
 PS0602'CENTER LINE OF THE ROAD.  MARK PROJECTS 8 INCHES.  REFERENCE
 PS0602'MARK NO. 2 IS E OF THE STATION ON THE N EDGE OF THE RIGHT-OF-WAY,
 PS0602'28 FEET N OF THE CENTER LINE OF THE ROAD.  MARK PROJECTS 9
 PS0602'INCHES.
 PS0602'
 PS0602'AZIMUTH MARK IS N OF THE STATION ON THE W EDGE OF THE RIGHT-OF-WAY,
 PS0602'1 FOOT E OF THE FENCE LINE, 30 FEET W OF THE CENTER LINE OF THE
 PS0602'ROAD AND PROJECTS 12 INCHES.
 PS0602'
 PS0602'REACHED FROM FRANKFORT--GO E FOR 0.15 MILE ON THE FIRST STREET
 PS0602'S OF THE POST OFFICE.  HERE TURN S AND FOLLOW MAIN TRAVELED
 PS0602'ROAD FOR 5.8 MILES TO CROSS ROAD.  GO W 1 MILE TO CROSS ROAD.
 PS0602'HERE TURN S AND GO 1 MILE TO STATION.
 PS0602'
 PS0602'LIGHTS 74 FEET ABOVE STATIONS LOVOLD, ASHTON, HARMONY, AND
 PS0602'ANTELOPE ARE VISIBLE FROM THE GROUND.
 PS0602'
 PS0602'A LIGHT 87 FEET ABOVE STATION DOLAND IS VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0731 ***********************************************************************
 PS0731  DESIGNATION -  LINCOLN
 PS0731  PID         -  PS0731
 PS0731  STATE/COUNTY-  SD/HYDE
 PS0731  COUNTRY     -  US
 PS0731  USGS QUAD   -  HOLABIRD (2017)
 PS0731
 PS0731                         *CURRENT SURVEY CONTROL
 PS0731  ______________________________________________________________________
 PS0731* NAD 83(1996) POSITION- 44 36 30.68020(N) 099 32 03.95712(W)   ADJUSTED
 PS0731* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 PS0731  ______________________________________________________________________
 PS0731  GEOID HEIGHT    -        -23.554 (meters)                     GEOID18
 PS0731  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 PS0731  HORZ ORDER      -  FIRST
 PS0731
 PS0731.The horizontal coordinates were established by classical geodetic methods
 PS0731.and adjusted by the National Geodetic Survey in January 1998.
 PS0731
 PS0731.The orthometric height was scaled from a topographic map.
 PS0731
 PS0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0731.GEOID18 height accuracy estimate available here.
 PS0731
 PS0731.Click photographs - Photos may exist for this station.
 PS0731
 PS0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0731
 PS0731. The following values were computed from the NAD 83(1996) position.
 PS0731
 PS0731;                    North         East     Units Scale Factor Converg.
 PS0731;SPC SD N     -    86,246.962   636,956.271   MT  0.99996878   +0 19 46.2
 PS0731;SPC SD N     -   282,961.91  2,089,747.37   sFT  0.99996878   +0 19 46.2
 PS0731;SPC SD S     -   253,076.697   663,420.866   MT  1.00005651   +0 33 04.0
 PS0731;SPC SD S     -   830,302.46  2,176,573.29   sFT  1.00005651   +0 33 04.0
 PS0731;UTM  14      - 4,939,602.578   457,592.693   MT  0.99962211   -0 22 31.1
 PS0731
 PS0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0731!SPC SD N     -   0.99991756  x   0.99996878  =   0.99988635
 PS0731!SPC SD S     -   0.99991756  x   1.00005651  =   0.99997407
 PS0731!UTM  14      -   0.99991756  x   0.99962211  =   0.99953971
 PS0731
 PS0731:                Primary Azimuth Mark                     Grid Az
 PS0731:SPC SD N     -  LINCOLN AZ MK                            180 34 55.9
 PS0731:SPC SD S     -  LINCOLN AZ MK                            180 21 38.1
 PS0731:UTM  14      -  LINCOLN AZ MK                            181 17 13.2
 PS0731
 PS0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5759239602(NAD 83)
 PS0731
 PS0731|---------------------------------------------------------------------|
 PS0731| PID    Reference Object                     Distance      Geod. Az  |
 PS0731|                                                           dddmmss.s |
 PS0731| CO5851 LINCOLN RM 1                         28.803 METERS 00300     |
 PS0731| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.12.9 KM 1450202.4 |
 PS0731| CO5852 LINCOLN RM 2                         28.374 METERS 17819     |
 PS0731| CO5850 LINCOLN AZ MK                                      1805442.1 |
 PS0731|---------------------------------------------------------------------|
 PS0731
 PS0731                          SUPERSEDED SURVEY CONTROL
 PS0731
 PS0731  NAD 83(1986)-  44 36 30.67685(N)    099 32 03.96388(W) AD(       ) 1
 PS0731  NAD 27      -  44 36 30.73500(N)    099 32 02.55000(W) AD(       ) 1
 PS0731
 PS0731.Superseded values are not recommended for survey control.
 PS0731
 PS0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0731.See file dsdata.pdf to determine how the superseded data were derived.
 PS0731
 PS0731_MARKER: DS = TRIANGULATION STATION DISK
 PS0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0731_STAMPING: LINCOLN 1951
 PS0731_MARK LOGO: CGS
 PS0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0731+STABILITY: SURFACE MOTION
 PS0731
 PS0731  HISTORY     - Date     Condition        Report By
 PS0731  HISTORY     - 1951     MONUMENTED       CGS
 PS0731
 PS0731                          STATION DESCRIPTION
 PS0731
 PS0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0731'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF HIGHMORE AND
 PS0731'6 MILES NORTHEAST OF HOLABIRD ON A SMALL HILL WHICH IS THE
 PS0731'HIGHEST POINT IN THE VICINITY.  STATION IS 39 FEET WEST OF
 PS0731'THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 12 FEET SOUTHWEST
 PS0731'OF WITNESS POST AND 3 FEET WEST OF FENCE.  THE MARK PROJECTS
 PS0731'ABOUT 2 INCHES AND THE DISK IS STAMPED LINCOLN 1951.
 PS0731'
 PS0731'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE APPROXIMATE
 PS0731'CENTERLINE OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 PS0731'ABOUT 6 INCHES AND THE DISK IS STAMPED LINCOLN NO 1 1951.
 PS0731'
 PS0731'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE APPROXIMATE
 PS0731'CENTERLINE OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 PS0731'ABOUT 4 INCHES AND THE DISK IS STAMPED LINCOLN NO 2 1951.
 PS0731'
 PS0731'AZIMUTH MARK IS 47 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 PS0731'GRAVEL ROAD, 32 FEET NORTH OF APPROXIMATE CENTERLINE OF DIRT
 PS0731'ROAD, 15 FEET WEST OF TELEPHONE POLE, 9 FEET WEST OF FENCE
 PS0731'CORNER, 2.5 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF
 PS0731'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 PS0731'STAMPED LINCOLN 1951.
 PS0731'
 PS0731'TO REACH FROM THE CROSS STREET JUST WEST OF THE POST OFFICE
 PS0731'IN HIGHMORE GO NORTH FOR 0.6 MILE TO JUNCTION WITH U.S.
 PS0731'HIGHWAY 14.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 14 FOR 4.0
 PS0731'MILES TO CROSS ROADS.  TURN RIGHT AND GO NORTH ON GRAVEL
 PS0731'ROAD FOR 1.4 MILES TO T INTERSECTION.  TURN LEFT AND GO WEST
 PS0731'FOR 0.5 MILE TO T INTERSECTION.  TURN RIGHT AND GO NORTH FOR
 PS0731'4.0 MILES TO CROSS ROADS AND AZIMUTH MARK IN NORTHWEST ANGLE
 PS0731'OF CROSS ROADS AS DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO
 PS0731'TOP OF HILL AND STATION ON LEFT OR WEST SIDE OF ROAD AS
 PS0731'DESCRIBED.
 PS0731'
 PS0731'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0629 ***********************************************************************
 QR0629  DESIGNATION -  LINCOLN
 QR0629  PID         -  QR0629
 QR0629  STATE/COUNTY-  SD/MCPHERSON
 QR0629  COUNTRY     -  US
 QR0629  USGS QUAD   -  RICHMOND NW (2017)
 QR0629
 QR0629                         *CURRENT SURVEY CONTROL
 QR0629  ______________________________________________________________________
 QR0629* NAD 83(1996) POSITION- 45 38 47.46363(N) 098 44 50.97779(W)   ADJUSTED
 QR0629* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 QR0629  ______________________________________________________________________
 QR0629  GEOID HEIGHT    -        -23.969 (meters)                     GEOID18
 QR0629  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 QR0629  HORZ ORDER      -  FIRST
 QR0629
 QR0629.The horizontal coordinates were established by classical geodetic methods
 QR0629.and adjusted by the National Geodetic Survey in January 1998.
 QR0629
 QR0629.The orthometric height was scaled from a topographic map.
 QR0629
 QR0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0629.GEOID18 height accuracy estimate available here.
 QR0629
 QR0629.Click photographs - Photos may exist for this station.
 QR0629
 QR0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0629
 QR0629. The following values were computed from the NAD 83(1996) position.
 QR0629
 QR0629;                    North         East     Units Scale Factor Converg.
 QR0629;SPC SD N     -   202,247.498   697,634.665   MT  0.99999310   +0 53 11.2
 QR0629;SPC SD N     -   663,540.33  2,288,823.06   sFT  0.99999310   +0 53 11.2
 QR0629;UTM  14      - 5,054,805.404   519,676.267   MT  0.99960476   +0 10 50.0
 QR0629
 QR0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0629!SPC SD N     -   0.99993316  x   0.99999310  =   0.99992626
 QR0629!UTM  14      -   0.99993316  x   0.99960476  =   0.99953795
 QR0629
 QR0629:                Primary Azimuth Mark                     Grid Az
 QR0629:SPC SD N     -  LINCOLN AZ MK                            006 01 17.1
 QR0629:UTM  14      -  LINCOLN AZ MK                            006 43 38.3
 QR0629
 QR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1967654805(NAD 83)
 QR0629
 QR0629|---------------------------------------------------------------------|
 QR0629| PID    Reference Object                     Distance      Geod. Az  |
 QR0629|                                                           dddmmss.s |
 QR0629| CO5842 LINCOLN AZ MK                                      0065428.3 |
 QR0629| CO5845 LINCOLN RM 3                        135.490 METERS 05237     |
 QR0629| CO5843 LINCOLN RM 1                        115.611 METERS 07628     |
 QR0629| CO5846 LINCOLN RM 4                        107.970 METERS 08553     |
 QR0629| CO5844 LINCOLN RM 2                        117.318 METERS 10702     |
 QR0629| QR0634 WETONKA MUNICIPAL TANK              APPROX. 3.0 KM 2135938.9 |
 QR0629| QR0630 WILLOW ET                             5.926 METERS 21421     |
 QR0629| QR0639 LEOLA MUNICIPAL TANK                APPROX.17.1 KM 2995755.1 |
 QR0629|---------------------------------------------------------------------|
 QR0629
 QR0629                          SUPERSEDED SURVEY CONTROL
 QR0629
 QR0629  NAD 83(1986)-  45 38 47.47727(N)    098 44 50.96480(W) AD(       ) 1
 QR0629  NAD 27      -  45 38 47.56000(N)    098 44 49.60100(W) AD(       ) 1
 QR0629
 QR0629.Superseded values are not recommended for survey control.
 QR0629
 QR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0629.See file dsdata.pdf to determine how the superseded data were derived.
 QR0629
 QR0629_MARKER: DS = TRIANGULATION STATION DISK
 QR0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0629_STAMPING: LINCOLN 1934
 QR0629_MARK LOGO: CGS
 QR0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0629+STABILITY: SURFACE MOTION
 QR0629
 QR0629  HISTORY     - Date     Condition        Report By
 QR0629  HISTORY     - 1934     MONUMENTED       CGS
 QR0629  HISTORY     - 1969     MARK NOT FOUND   USGS
 QR0629  HISTORY     - 1970     SEE DESCRIPTION  USGS
 QR0629  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QR0629  HISTORY     - 1972     GOOD             NGS
 QR0629
 QR0629                          STATION DESCRIPTION
 QR0629
 QR0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0629'STATION IS LOCATED ABOUT 11.0 MILES ESE OF LEOLA, 2.5 MILES NE
 QR0629'OF WETONKA, IN NE 1/4 SEC. 14, T 125 N, R 66 W, ON TOP OF
 QR0629'MOST SOUTHERLY OF TWO KNOLLS SE OF HOUSE OF MR. W.H. BACKOUS.
 QR0629'
 QR0629'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 QR0629'IN THE TOP OF CONCRETE CYLINDERS.
 QR0629'
 QR0629'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 QR0629'AT THE CENTER OF THE TOP OF BLOCKS OF CONCRETE.
 QR0629'
 QR0629'REFERENCE MARK NO. 1 IS NE OF THE STATION IN FENCE LINE ON E
 QR0629'SIDE OF SECTION LINE ROAD.
 QR0629'
 QR0629'REFERENCE MARK NO. 2 IS E OF STATION IN FENCE LINE ON E SIDE
 QR0629'OF SECTION LINE ROAD.
 QR0629'
 QR0629'AZIMUTH MARK IS NE OF STATION IN LINE OF TELEPHONE POLES
 QR0629'ON W SIDE OF ROAD.
 QR0629'
 QR0629'TO REACH THE AZIMUTH FROM MR. BACKOUS HOUSE, GO E 0.3 MILE TO
 QR0629'SECTION LINE ROAD, THEN N 0.4 MILE TO MARK ON W SIDE OF ROAD.
 QR0629'
 QR0629'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 QR0629
 QR0629                          STATION RECOVERY (1969)
 QR0629
 QR0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JHR)
 QR0629'AZ MARK RECOVERED, R.M. 1 FOUND OUT OF GROUND, R.M. 2 AND
 QR0629'STATION COULD NOT BE FOUND.  STATION DUG FOR BUT STILL NOT FOUND.
 QR0629
 QR0629                          STATION RECOVERY (1970)
 QR0629
 QR0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0629'REF. MARKS LAYING ALONGSIDE ROAD.
 QR0629'
 QR0629'AZ. MK. OK.
 QR0629'
 QR0629'STA. SEARCHED FOR BUT NOT FOUND.
 QR0629
 QR0629                          STATION RECOVERY (1971)
 QR0629
 QR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0629'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT
 QR0629'RECOVERED.  A MONUMENT WITH THE DISK REMOVED WAS FOUND, AND
 QR0629'IS BELIEVED TO HAVE BEEN THE SURFACE STATION MARK.  THE AZIMUTH
 QR0629'MARK WAS FOUND AND APPEARED TO BE IN GOOD CONDITION, HOWEVER THE
 QR0629'LINE OF TELEPHONE POLES REFERED TO IN THE ORIGINAL DESCRIPTION
 QR0629'HAVE BEEN REMOVED AND THERE ARE NO OTHER PHYSICAL CHECKS.
 QR0629'
 QR0629'A SEARCH WAS MADE FOR THE UNDERGROUND STATION MARK WITH NO
 QR0629'SUCCESS.  THE USGS HAS SET A MARK AT THE STATION SITE AND STAMPED
 QR0629'IT--ET WILLOW 1970
 QR0629'
 QR0629'THE STATION IS LOCATED ON PROPERTY OWNED BY THE WILLIAM RAETZMAN
 QR0629'FAMILY.  MR. RAETZMANS TELEPHONE NO. IS 225-2297.
 QR0629'
 QR0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 QR0629'MILES NE OF WETONKA
 QR0629
 QR0629                          STATION RECOVERY (1972)
 QR0629
 QR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QR0629'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 QR0629'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN DESTROYED,
 QR0629'THE FENCE LINE IN WHICH THEY WERE SET HAS BEEN REMOVED AND
 QR0629'THE AREA IS UNDER CULTIVATION, ONE OF THE MONUMENTS WITH THE
 QR0629'DISK REMOVED WAS FOUND, THE OTHER WAS NOT.  IN YEARS PAST SOME
 QR0629'OF THE EARTH HAS BEEN MOVED AROUND ON THE TOP OF THE HILL,
 QR0629'APPARENTLY CHECKING FOR GRAVEL.  AN INVERSE POSITION FROM THE
 QR0629'USGS STATION WILLOW 1970 WAS USED TO RECOVER THE STATION MARK.
 QR0629'REFERENCE MARKS NO. 3 AND NO. 4 WERE SET AND OCCUPIED TO AID
 QR0629'IN FUTURE RECOVERY OF THE STATION.  A TRAVERSE CONNECTION
 QR0629'WAS MADE TO STATION WILLOW 1970 (USGS).
 QR0629'
 QR0629'A NEW DESCRIPTION FOLLOWS--
 QR0629'
 QR0629'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF WETONKA ON
 QR0629'THE TOP OF THE SOUTH 1 OF 2 SMALL KNOLLS IN A PASTURE OWNED
 QR0629'BY MR. WILLIAM A. RAETZMAN.
 QR0629'
 QR0629'THE STATION MARK IS A STANDARD DISK STAMPED LINCOLN 1934,
 QR0629'SET IN A ROUND CONCRETE MONUMENT 10-INCHES BELOW GROUND SURFACE.
 QR0629'IT IS 380 FEET WEST OF THE CENTER OF THE NORTH-SOUTH SECTION
 QR0629'LINE ROAD, ON THE NORTHEAST PART OF THE SMALL KNOLL.
 QR0629'
 QR0629'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LINCOLN 1934
 QR0629'NO 3 1972 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 QR0629'IT IS 30 FEET WEST OF THE CENTER OF THE CENTER OF THE SECTION
 QR0629'LINE ROAD, 1 FOOT EAST OF A FENCE, AND 1.5 FEET SOUTH OF A
 QR0629'METAL WITNESS POST.
 QR0629'
 QR0629'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LINCOLN 1934
 QR0629'NO 4 1972 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QR0629'10-INCHES.  IT IS 25 FEET WEST OF THE CENTER OF THE SECTION
 QR0629'LINE ROAD, 1 FOOT EAST OF THE FENCE, AND 1.5 FEET NORTH OF A
 QR0629'METAL WITNESS POST.
 QR0629'
 QR0629'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 QR0629'LINCOLN AZI 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH
 QR0629'PROJECTS 2-INCHES.  IT IS AT THE SOUTH EDGE OF A FIELD ENTRANCE,
 QR0629'33 FEET WEST OF THE CENTER OF A GRADED SECTION LINE ROAD, AND
 QR0629'10 FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE.
 QR0629'
 QR0629'STATION WILLOW 1970 (USGS) IS A STANDARD USGS TRAVERSE STATION
 QR0629'DISK CRIMPED TO THE TOP OF A ROD, SET 3-INCHES BELOW GROUND
 QR0629'SURFACE AND INSIDE A 6-INCH TILE FILLED WITH GRAVEL.  IT IS
 QR0629'AT THE HIGHEST PART OF THE KNOLL, 18.06 FEET SOUTHWEST OF
 QR0629'STATION LINCOLN, AND NEARLY ON LINE TO THE WETONKA MUNICIPAL
 QR0629'WATER TANK.
 QR0629'
 QR0629'TO REACH THE STATION FROM THE POST OFFICE IN WETONKA, GO EAST
 QR0629'ON THE MAIN STREET FOR 0.2 MILE TO THE JUNCTION WITH COUNTY
 QR0629'ROAD 23, TURN LEFT AND GO NORTH ON COUNTY ROAD 23 FOR 1.8 MILES
 QR0629'TO A CROSSROAD, TURN RIGHT AND GO EAST ON COUNTY ROAD 18 FOR
 QR0629'1.0 MILE TO A SECTION LINE CROSSROAD, TURN RIGHT AND GO SOUTH
 QR0629'ON THE TRACK ROAD FOR 0.2 MILE TO REFERENCE MARK NO. 4 ON THE
 QR0629'RIGHT AND THE STATION IN THE PASTURE ON THE RIGHT AS DESCRIBED.
 QR0629'
 QR0629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 QR0629'TRACK ROAD FOR 0.2 MILE TO THE COUNTY ROAD, CROSS THE ROAD AND
 QR0629'CONTINUE NORTH ON THE GRADED SECTION LINE ROAD FOR 0.4 MILE TO THE
 QR0629'FIELD ENTRANCE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QR0629'
 QR0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 QR0629'MILES NE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0088 ***********************************************************************
 QT0088  DESIGNATION -  LINDA
 QT0088  PID         -  QT0088
 QT0088  STATE/COUNTY-  SD/MEADE
 QT0088  COUNTRY     -  US
 QT0088  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0088
 QT0088                         *CURRENT SURVEY CONTROL
 QT0088  ______________________________________________________________________
 QT0088* NAD 83(1986) POSITION- 45 01 25.     (N) 102 21 18.     (W)   SCALED
 QT0088* NAVD 88 ORTHO HEIGHT -   834.387 (meters)     2737.48  (feet) ADJUSTED
 QT0088  ______________________________________________________________________
 QT0088  GEOID HEIGHT    -        -18.636 (meters)                     GEOID18
 QT0088  DYNAMIC HEIGHT  -        834.216 (meters)     2736.92  (feet) COMP
 QT0088  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 QT0088
 QT0088  VERT ORDER      -  FIRST     CLASS II
 QT0088
 QT0088.The horizontal coordinates were scaled from a map and have
 QT0088.an estimated accuracy of +/- 6 seconds.
 QT0088
 QT0088.The orthometric height was determined by differential leveling and
 QT0088.adjusted by the NATIONAL GEODETIC SURVEY
 QT0088.in June 1991.
 QT0088
 QT0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0088.GEOID18 height accuracy estimate available here.
 QT0088
 QT0088.Click photographs - Photos may exist for this station.
 QT0088
 QT0088.The dynamic height is computed by dividing the NAVD 88
 QT0088.geopotential number by the normal gravity value computed on the
 QT0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0088.degrees latitude (g = 980.6199 gals.).
 QT0088
 QT0088.The modeled gravity was interpolated from observed gravity values.
 QT0088
 QT0088;                    North         East    Units  Estimated Accuracy
 QT0088;SPC SD N     -   134,970.      414,430.      MT  (+/- 180 meters Scaled)
 QT0088
 QT0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK083889(NAD 83)
 QT0088
 QT0088                          SUPERSEDED SURVEY CONTROL
 QT0088
 QT0088  NGVD 29 (??/??/92)  833.923  (m)         2735.96   (f) ADJ UNCH    1 2
 QT0088
 QT0088.Superseded values are not recommended for survey control.
 QT0088
 QT0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0088.See file dsdata.pdf to determine how the superseded data were derived.
 QT0088
 QT0088_MARKER: DS = TRIANGULATION STATION DISK
 QT0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0088_STAMPING: LINDA 1962
 QT0088_MARK LOGO: CGS
 QT0088_PROJECTION: FLUSH
 QT0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0088+STABILITY: SURFACE MOTION
 QT0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0088+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0088
 QT0088  HISTORY     - Date     Condition        Report By
 QT0088  HISTORY     - 1962     MONUMENTED       CGS
 QT0088  HISTORY     - 1963     GOOD             CGS
 QT0088  HISTORY     - 1981     GOOD             NGS
 QT0088  HISTORY     - 19960425 GOOD             NGS
 QT0088
 QT0088                          STATION DESCRIPTION
 QT0088
 QT0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0088'15.8 MI W FROM FAITH.
 QT0088'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0088'FAITH, THENCE 15.65 MILES WEST ALONG U.S. HIGHWAY 212, OR 0.7
 QT0088'MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0088'THENCE 12.55 MILES EAST-SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0088'U.S. HIGHWAY 212, THENCE 1.0 MILES NORTH ALONG A DIRT ROAD, THENCE
 QT0088'0.2 MILE WEST ALONG A FENCE, THENCE 0.25 MILE EAST ALONG U.S.
 QT0088'HIGHWAY 212, ON THE TOP OF A HILL, IN SECTION 1, T 12 N, R 14 E,
 QT0088'ABOUT 600 FEET NORTH OF U.S. HIGHWAY 212, ABOUT 20 FEET ABOVE
 QT0088'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 QT0088'FLUSH WITH THE GROUND.
 QT0088
 QT0088                          STATION RECOVERY (1981)
 QT0088
 QT0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0088'RECOVERED IN GOOD CONDITION.
 QT0088
 QT0088                          STATION RECOVERY (1996)
 QT0088
 QT0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0088'24.5 M (80.4 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0088'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 160.0 M (524.9 FT) WEST OF
 QT0088'MILEPOST 99, 130.4 M (427.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 128.4
 QT0088'M (421.3 FT) NORTH-NORTHEAST OF BENCH MARK 212 098.90, 13.2 M (43.3
 QT0088'FT) SOUTH OF REFERENCE MARK 1, 10.0 M (32.8 FT) ABOVE THE LEVEL OF THE
 QT0088'HIGHWAY, 7.5 M (24.6 FT) EAST OF REFERENCE MARK 2, AND THE MONUMENT IS
 QT0088'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QT0088'LEASED BY GARY PETERSON, HCR 71, BOX 21, FAITH, SD 57626, TELEPHONE
 QT0088'NUMBER (605) 748-2425.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0090 ***********************************************************************
 QT0090  DESIGNATION -  LINDA RM 1
 QT0090  PID         -  QT0090
 QT0090  STATE/COUNTY-  SD/MEADE
 QT0090  COUNTRY     -  US
 QT0090  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0090
 QT0090                         *CURRENT SURVEY CONTROL
 QT0090  ______________________________________________________________________
 QT0090* NAD 83(1986) POSITION- 45 01 26.     (N) 102 21 18.     (W)   SCALED
 QT0090* NAVD 88 ORTHO HEIGHT -   834.642 (meters)     2738.32  (feet) ADJUSTED
 QT0090  ______________________________________________________________________
 QT0090  GEOID HEIGHT    -        -18.636 (meters)                     GEOID18
 QT0090  DYNAMIC HEIGHT  -        834.471 (meters)     2737.76  (feet) COMP
 QT0090  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 QT0090
 QT0090  VERT ORDER      -  FIRST     CLASS II
 QT0090
 QT0090.The horizontal coordinates were scaled from a map and have
 QT0090.an estimated accuracy of +/- 6 seconds.
 QT0090
 QT0090.The orthometric height was determined by differential leveling and
 QT0090.adjusted by the NATIONAL GEODETIC SURVEY
 QT0090.in June 1991.
 QT0090
 QT0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0090.GEOID18 height accuracy estimate available here.
 QT0090
 QT0090.Click photographs - Photos may exist for this station.
 QT0090
 QT0090.The dynamic height is computed by dividing the NAVD 88
 QT0090.geopotential number by the normal gravity value computed on the
 QT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0090.degrees latitude (g = 980.6199 gals.).
 QT0090
 QT0090.The modeled gravity was interpolated from observed gravity values.
 QT0090
 QT0090;                    North         East    Units  Estimated Accuracy
 QT0090;SPC SD N     -   135,000.      414,430.      MT  (+/- 180 meters Scaled)
 QT0090
 QT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK083890(NAD 83)
 QT0090
 QT0090                          SUPERSEDED SURVEY CONTROL
 QT0090
 QT0090  NGVD 29 (??/??/92)  834.178  (m)         2736.80   (f) ADJ UNCH    1 2
 QT0090
 QT0090.Superseded values are not recommended for survey control.
 QT0090
 QT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0090.See file dsdata.pdf to determine how the superseded data were derived.
 QT0090
 QT0090_MARKER: DR = REFERENCE MARK DISK
 QT0090_SETTING: 80 = SET IN A BOULDER
 QT0090_STAMPING: LINDA NO 1 1962
 QT0090_MARK LOGO: CGS
 QT0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0090+STABILITY: SURFACE MOTION
 QT0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0090+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0090
 QT0090  HISTORY     - Date     Condition        Report By
 QT0090  HISTORY     - 1962     MONUMENTED       CGS
 QT0090  HISTORY     - 1963     GOOD             CGS
 QT0090  HISTORY     - 1981     GOOD             NGS
 QT0090  HISTORY     - 19960425 GOOD             NGS
 QT0090
 QT0090                          STATION DESCRIPTION
 QT0090
 QT0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0090'15.8 MI W FROM FAITH.
 QT0090'ABOUT 0.1 MILES NORTH ALONG MAIN STREET FROM THE POST OFFICE
 QT0090'AT FAITH, THENCE 15.65 MILES WEST ALONG U.S. HIGHWAY 212, ON THE
 QT0090'TOP OF A HILL, 43.4 FEET NORTH OF LINDA 1962, ABOUT LEVEL WITH THE
 QT0090'STATION, AND SET IN THE TOP OF A ROCK OUT CROP PROJECTING 5 INCHES.
 QT0090
 QT0090                          STATION RECOVERY (1981)
 QT0090
 QT0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0090'RECOVERED IN GOOD CONDITION.
 QT0090
 QT0090                          STATION RECOVERY (1996)
 QT0090
 QT0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0090'24.5 M (80.4 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0090'JUNCTION OF STATE HIGHWAY 73 IN FAITH, NEAR THE SOUTHWEST CORNER OF A
 QT0090'2 BY 3-FOOT BOULDER, 160.0 M (524.9 FT) WEST OF MILEPOST 99, 137.7 M
 QT0090'(451.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 135.9 M (445.9 FT)
 QT0090'NORTH-NORTHEAST OF BENCH MARK 212 098.90, 15.4 M (50.5 FT) NORTHEAST
 QT0090'OF REFERENCE MARK 2, 13.2 M (43.3 FT) NORTH OF TRIANGULATION STATION
 QT0090'LINDA, 10.0 M (32.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND FLUSH WITH
 QT0090'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY LEASED BY GARY
 QT0090'PETERSON, HCR 71, BOX 21, FAITH, SD 57626, TELEPHONE NUMBER (605)
 QT0090'748-2425.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0089 ***********************************************************************
 QT0089  DESIGNATION -  LINDA RM 2
 QT0089  PID         -  QT0089
 QT0089  STATE/COUNTY-  SD/MEADE
 QT0089  COUNTRY     -  US
 QT0089  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0089
 QT0089                         *CURRENT SURVEY CONTROL
 QT0089  ______________________________________________________________________
 QT0089* NAD 83(1986) POSITION- 45 01 25.     (N) 102 21 19.     (W)   SCALED
 QT0089* NAVD 88 ORTHO HEIGHT -   834.230 (meters)     2736.97  (feet) ADJUSTED
 QT0089  ______________________________________________________________________
 QT0089  GEOID HEIGHT    -        -18.635 (meters)                     GEOID18
 QT0089  DYNAMIC HEIGHT  -        834.060 (meters)     2736.41  (feet) COMP
 QT0089  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 QT0089
 QT0089  VERT ORDER      -  FIRST     CLASS II
 QT0089
 QT0089.The horizontal coordinates were scaled from a map and have
 QT0089.an estimated accuracy of +/- 6 seconds.
 QT0089
 QT0089.The orthometric height was determined by differential leveling and
 QT0089.adjusted by the NATIONAL GEODETIC SURVEY
 QT0089.in June 1991.
 QT0089
 QT0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0089.GEOID18 height accuracy estimate available here.
 QT0089
 QT0089.Click photographs - Photos may exist for this station.
 QT0089
 QT0089.The dynamic height is computed by dividing the NAVD 88
 QT0089.geopotential number by the normal gravity value computed on the
 QT0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0089.degrees latitude (g = 980.6199 gals.).
 QT0089
 QT0089.The modeled gravity was interpolated from observed gravity values.
 QT0089
 QT0089;                    North         East    Units  Estimated Accuracy
 QT0089;SPC SD N     -   134,970.      414,410.      MT  (+/- 180 meters Scaled)
 QT0089
 QT0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK083889(NAD 83)
 QT0089
 QT0089                          SUPERSEDED SURVEY CONTROL
 QT0089
 QT0089  NGVD 29 (??/??/92)  833.766  (m)         2735.45   (f) ADJ UNCH    1 2
 QT0089
 QT0089.Superseded values are not recommended for survey control.
 QT0089
 QT0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0089.See file dsdata.pdf to determine how the superseded data were derived.
 QT0089
 QT0089_MARKER: DR = REFERENCE MARK DISK
 QT0089_SETTING: 80 = SET IN A BOULDER
 QT0089_STAMPING: LINDA NO 2 1962
 QT0089_MARK LOGO: CGS
 QT0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0089+STABILITY: SURFACE MOTION
 QT0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0089+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0089
 QT0089  HISTORY     - Date     Condition        Report By
 QT0089  HISTORY     - 1962     MONUMENTED       CGS
 QT0089  HISTORY     - 1963     GOOD             CGS
 QT0089  HISTORY     - 1981     GOOD             NGS
 QT0089  HISTORY     - 19960425 GOOD             NGS
 QT0089
 QT0089                          STATION DESCRIPTION
 QT0089
 QT0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0089'15.8 MI W FROM FAITH.
 QT0089'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0089'FAITH, THENCE 15.65 MILES WEST ALONG U.S. HIGHWAY 212, ON THE TOP
 QT0089'OF A HILL, 24.5 FEET WEST OF LINDA 1962, AND SET IN THE TOP OF A
 QT0089'ROCK OUT CROP PROJECTING 5 INCHES.
 QT0089
 QT0089                          STATION RECOVERY (1981)
 QT0089
 QT0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0089'RECOVERED IN GOOD CONDITION.
 QT0089
 QT0089                          STATION RECOVERY (1996)
 QT0089
 QT0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0089'24.5 M (80.4 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0089'JUNCTION OF STATE HIGHWAY 73 IN FAITH, NEAR THE EAST END OF A 2 BY
 QT0089'3-FOOT BOULDER, 167.0 M (547.9 FT) WEST OF MILEPOST 99, 130.4 M (427.8
 QT0089'FT) NORTH OF THE HIGHWAY CENTERLINE, 128.4 M (421.3 FT)
 QT0089'NORTH-NORTHEAST OF BENCH MARK 212 098.90, 15.4 M (50.5 FT) SOUTHWEST
 QT0089'OF REFERENCE MARK 1, 10.0 M (32.8 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 QT0089'7.5 M (24.6 FT) WEST OF TRIANGULATION STATION LINDA, AND FLUSH WITH
 QT0089'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY LEASED BY GARY
 QT0089'PETERSON, HCR 71, BOX 21, FAITH, SD 57626, TELEPHONE NUMBER (605)
 QT0089'748-2425.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0730 ***********************************************************************
 OQ0730  DESIGNATION -  LINDEN
 OQ0730  PID         -  OQ0730
 OQ0730  STATE/COUNTY-  SD/LINCOLN
 OQ0730  COUNTRY     -  US
 OQ0730  USGS QUAD   -  ALCESTER (2017)
 OQ0730
 OQ0730                         *CURRENT SURVEY CONTROL
 OQ0730  ______________________________________________________________________
 OQ0730* NAD 83(1996) POSITION- 43 05 01.99450(N) 096 41 29.60086(W)   ADJUSTED
 OQ0730* NAVD 88 ORTHO HEIGHT -   443.    (meters)     1453.    (feet) SCALED
 OQ0730  ______________________________________________________________________
 OQ0730  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 OQ0730  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 OQ0730  HORZ ORDER      -  THIRD
 OQ0730
 OQ0730.The horizontal coordinates were established by classical geodetic methods
 OQ0730.and adjusted by the National Geodetic Survey in January 1998.
 OQ0730
 OQ0730.The orthometric height was scaled from a topographic map.
 OQ0730
 OQ0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0730.GEOID18 height accuracy estimate available here.
 OQ0730
 OQ0730.Click photographs - Photos may exist for this station.
 OQ0730
 OQ0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0730
 OQ0730. The following values were computed from the NAD 83(1996) position.
 OQ0730
 OQ0730;                    North         East     Units Scale Factor Converg.
 OQ0730;SPC SD S     -    89,880.229   896,439.959   MT  0.99995010   +2 30 44.2
 OQ0730;SPC SD S     -   294,882.05  2,941,070.10   sFT  0.99995010   +2 30 44.2
 OQ0730;UTM  14      - 4,772,716.786   687,904.792   MT  1.00003437   +1 34 38.2
 OQ0730
 OQ0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0730!SPC SD S     -   0.99993458  x   0.99995010  =   0.99988468
 OQ0730!UTM  14      -   0.99993458  x   1.00003437  =   0.99996894
 OQ0730
 OQ0730:                Primary Azimuth Mark                     Grid Az
 OQ0730:SPC SD S     -  LINDEN AZ MK                             089 51 59.2
 OQ0730:UTM  14      -  LINDEN AZ MK                             090 48 05.2
 OQ0730
 OQ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8790472716(NAD 83)
 OQ0730
 OQ0730|---------------------------------------------------------------------|
 OQ0730| PID    Reference Object                     Distance      Geod. Az  |
 OQ0730|                                                           dddmmss.s |
 OQ0730| CO3957 LINDEN RM 1                           9.705 METERS 08924     |
 OQ0730| CO3956 LINDEN AZ MK                                       0922243.4 |
 OQ0730| OQ0731 ALCESTER MUNICIPAL TANK             APPROX. 8.3 KM 1422023.4 |
 OQ0730| CO3958 LINDEN RM 2                          16.124 METERS 27425     |
 OQ0730|---------------------------------------------------------------------|
 OQ0730
 OQ0730                          SUPERSEDED SURVEY CONTROL
 OQ0730
 OQ0730  NAD 83(1995)-  43 05 01.99511(N)    096 41 29.59821(W) AD(       ) 3
 OQ0730  NAD 83(1986)-  43 05 01.99788(N)    096 41 29.58988(W) AD(       ) 3
 OQ0730  NAD 27      -  43 05 02.03300(N)    096 41 28.44000(W) AD(       ) 3
 OQ0730
 OQ0730.Superseded values are not recommended for survey control.
 OQ0730
 OQ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0730.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0730
 OQ0730_MARKER: DS = TRIANGULATION STATION DISK
 OQ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0730_STAMPING: LINDEN 1949
 OQ0730_MARK LOGO: CGS
 OQ0730_PROJECTION: FLUSH
 OQ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0730+STABILITY: SURFACE MOTION
 OQ0730
 OQ0730  HISTORY     - Date     Condition        Report By
 OQ0730  HISTORY     - 1949     MONUMENTED       CGS
 OQ0730  HISTORY     - 1966     SEE DESCRIPTION  USGS
 OQ0730  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OQ0730
 OQ0730                          STATION DESCRIPTION
 OQ0730
 OQ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0730'THE STATION IS LOCATED ABOUT 4 MILES EAST OF BERESFORD ON
 OQ0730'RIGHT-OF-WAY OF STATE HIGHWAY 46.  IT IS 44 FEET NORTH OF THE
 OQ0730'CENTERLINE OF THE HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF A
 OQ0730'FARM ROAD AND 3.5 FEET SOUTH OF A FENCE LINE.  THE MARK IS
 OQ0730'STAMPED LINDEN 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0730'
 OQ0730'R.M. NO. 1 IS 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 19
 OQ0730'FEET NORTHWEST OF A TELEPHONE POLE, 10 FEET EAST OF THE
 OQ0730'CENTERLINE OF A FARM ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 OQ0730'MARK IS STAMPED LINDEN NO 1 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0730'
 OQ0730'R.M. NO. 2 IS 47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 32
 OQ0730'FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE
 OQ0730'LINE.  THE MARK IS STAMPED LINDEN NO 2 1949 AND IS SET FLUSH WITH
 OQ0730'THE GROUND.
 OQ0730'
 OQ0730'AZIMUTH MARK IS 45 FEET WEST SOUTHWEST OF A POWER LINE BRACE POLE,
 OQ0730'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH
 OQ0730'OF A FENCE ONE.  THE MARK IS STAMPED LINDEN 1949 AND PROJECTS
 OQ0730'ABOUT 6 INCHES.
 OQ0730'
 OQ0730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 OQ0730'STATE ROUTE 46 AT THE NORTHEAST EDGE OF THE SMALL CITY OF
 OQ0730'BERESFORD, GO EAST ON STATE ROUTE 46 FOR 3.8 MILES TO TOP OF
 OQ0730'RISE AND STATION ON LEFT AS DESCRIBED.
 OQ0730'
 OQ0730'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE ROUTE
 OQ0730'46 FOR 0.3 MILE TO MARK ON RIGHT AS DESCRIBED.
 OQ0730'
 OQ0730'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OQ0730
 OQ0730                          STATION RECOVERY (1966)
 OQ0730
 OQ0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0730'STATION LOST.
 OQ0730'
 OQ0730'ALL MARKERS REPORTEDLY DESTROYED BY HIGHWAY CONSTRUCTION.
 OQ0730'
 OQ0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. E OF
 OQ0730'BERESFORD
 OQ0730
 OQ0730                          STATION RECOVERY (1967)
 OQ0730
 OQ0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OQ0730'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 OQ0730'THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.  IT WAS ASSUMED
 OQ0730'THE MARKS WERE DESTROYED BY CONSTRUCTION WHEN STATE HIGHWAY 46
 OQ0730'WAS WIDENED.
 OQ0730'
 OQ0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 OQ0730'EAST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0068 ***********************************************************************
 QT0068  DESIGNATION -  LINE
 QT0068  PID         -  QT0068
 QT0068  STATE/COUNTY-  SD/MEADE
 QT0068  COUNTRY     -  US
 QT0068  USGS QUAD   -  FAITH (2017)
 QT0068
 QT0068                         *CURRENT SURVEY CONTROL
 QT0068  ______________________________________________________________________
 QT0068* NAD 83(1996) POSITION- 45 02 19.32496(N) 102 06 37.18667(W)   ADJUSTED
 QT0068* NAVD 88 ORTHO HEIGHT -   792.988 (meters)     2601.66  (feet) ADJUSTED
 QT0068  ______________________________________________________________________
 QT0068  GEOID HEIGHT    -        -19.252 (meters)                     GEOID18
 QT0068  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 QT0068  DYNAMIC HEIGHT  -        792.831 (meters)     2601.15  (feet) COMP
 QT0068  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 QT0068
 QT0068  HORZ ORDER      -  SECOND
 QT0068  VERT ORDER      -  SECOND    CLASS 0
 QT0068
 QT0068.The horizontal coordinates were established by classical geodetic methods
 QT0068.and adjusted by the National Geodetic Survey in January 1998.
 QT0068
 QT0068.The orthometric height was determined by differential leveling and
 QT0068.adjusted by the NATIONAL GEODETIC SURVEY
 QT0068.in June 1991.
 QT0068
 QT0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0068.GEOID18 height accuracy estimate available here.
 QT0068
 QT0068.Click photographs - Photos may exist for this station.
 QT0068
 QT0068.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0068
 QT0068.The dynamic height is computed by dividing the NAVD 88
 QT0068.geopotential number by the normal gravity value computed on the
 QT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0068.degrees latitude (g = 980.6199 gals.).
 QT0068
 QT0068.The modeled gravity was interpolated from observed gravity values.
 QT0068
 QT0068. The following values were computed from the NAD 83(1996) position.
 QT0068
 QT0068;                    North         East     Units Scale Factor Converg.
 QT0068;SPC SD N     -   136,110.370   433,748.192   MT  0.99993914   -1 29 36.8
 QT0068;SPC SD N     -   446,555.44  1,423,055.53   sFT  0.99993914   -1 29 36.8
 QT0068;UTM  13      - 4,991,312.445   727,596.848   MT  1.00023699   +2 02 44.0
 QT0068
 QT0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0068!SPC SD N     -   0.99987870  x   0.99993914  =   0.99981785
 QT0068!UTM  13      -   0.99987870  x   1.00023699  =   1.00011567
 QT0068
 QT0068:                Primary Azimuth Mark                     Grid Az
 QT0068:SPC SD N     -  LINE AZ MK                               178 55 13.6
 QT0068:UTM  13      -  LINE AZ MK                               175 22 52.8
 QT0068
 QT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2759691312(NAD 83)
 QT0068
 QT0068|---------------------------------------------------------------------|
 QT0068| PID    Reference Object                     Distance      Geod. Az  |
 QT0068|                                                           dddmmss.s |
 QT0068| QT0069 LINE RM 1                             8.146 METERS 09144     |
 QT0068| QT0412 FAITH MUNICIPAL TANK                APPROX. 5.8 KM 1080953.1 |
 QT0068| QT0411 FAITH ST JOSEPHS CATH CH SPIRE      APPROX. 5.5 KM 1091436.3 |
 QT0068| QT0127 LINE AZ MK                          APPROX. 1.7 KM 1772536.8 |
 QT0068| QT0067 LINE RM 2                             7.528 METERS 27114     |
 QT0068|---------------------------------------------------------------------|
 QT0068
 QT0068                          SUPERSEDED SURVEY CONTROL
 QT0068
 QT0068  NAD 83(1986)-  45 02 19.31631(N)    102 06 37.18640(W) AD(       ) 2
 QT0068  NAD 27      -  45 02 19.37780(N)    102 06 35.60740(W) AD(       ) 2
 QT0068  NGVD 29 (??/??/92)  792.533  (m)         2600.17   (f) ADJ UNCH    2 0
 QT0068  NGVD 29             792.53   (m)         2600.2    (f) LEVELING    3  
 QT0068
 QT0068.Superseded values are not recommended for survey control.
 QT0068
 QT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0068.See file dsdata.pdf to determine how the superseded data were derived.
 QT0068
 QT0068_MARKER: DS = TRIANGULATION STATION DISK
 QT0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0068_STAMPING: LINE 1950
 QT0068_MARK LOGO: CGS
 QT0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0068+STABILITY: SURFACE MOTION
 QT0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0068+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0068
 QT0068  HISTORY     - Date     Condition        Report By
 QT0068  HISTORY     - 1950     MONUMENTED       CGS
 QT0068  HISTORY     - 1962     GOOD             CGS
 QT0068  HISTORY     - 1963     GOOD             CGS
 QT0068  HISTORY     - 1981     GOOD             NGS
 QT0068  HISTORY     - 1981     GOOD             NGS
 QT0068  HISTORY     - 19960425 GOOD             NGS
 QT0068
 QT0068                          STATION DESCRIPTION
 QT0068
 QT0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0068'STATION IS LOCATED JUST SOUTH OF THE MEADE-PERKINS COUNTY LINE,
 QT0068'ABOUT 3 MILES WEST OF FAITH, 0.05 MILE WEST OF STATE HIGHWAY
 QT0068'73, 4 FEET NORTH OF A WIRE FENCE, AND 3 FEET NORTH OF A WITNESS
 QT0068'POST.
 QT0068'
 QT0068'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 73 AND U.S. HIGHWAY
 QT0068'212 AT THE WEST EDGE OF FAITH, GO WEST ON STATE HIGHWAY 73 AND
 QT0068'U.S. HIGHWAY 212 FOR 3.15 TO THE JUNCTION OF HIGHWAYS AND
 QT0068'AZIMUTH MARK ON RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 QT0068'73 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE
 QT0068'TO STATION ON LEFT.
 QT0068'
 QT0068'STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED LINE 1950.
 QT0068'
 QT0068'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF A WIRE FENCE.  THE MARK
 QT0068'PROJECTS 3 INCHES, AND THE DISK IS STAMPED LINE NO 1 1950.
 QT0068'
 QT0068'REFERENCE MARK NO. 2 IS 4 FEET NORTH OF A WIRE FENCE.  THE
 QT0068'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED LINE NO 2 1950.
 QT0068'
 QT0068'AZIMUTH MARK IS 108 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 212,
 QT0068'48 FEET EAST OF THE CENTER OF STATE HIGHWAY 73, 3 FEET NORTHWEST
 QT0068'OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE CORNER.  THE MARK
 QT0068'PROJECTS 4 INCHES, AND THE DISK IS STAMPED LINE 1950.
 QT0068'
 QT0068'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QT0068'CYLINDERS.
 QT0068'
 QT0068'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0068
 QT0068                          STATION RECOVERY (1962)
 QT0068
 QT0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0068'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED WITH ALL MARKS
 QT0068'IN GOOD CONDITION.  DIRECTIONS TO REFERENCE AND AZIMUTH MARKS WERE
 QT0068'CHECKED BUT NO POINT WAS FOUND ON REFERENCE MARKS TO CHECK THE
 QT0068'DISTANCE MEASUREMENTS.  A MARK WAS MADE ON THE ARROWS AT THIS
 QT0068'TIME AND MEASUREMENTS ABOVE WERE MADE TO THIS POINT.  THE AZIMUTH
 QT0068'MARK IS TO BE OCCUPIED AND WILL BECOME A TRIANGULATION STATION
 QT0068'THIS YEAR.  A COMPLETE DESCRIPTION FOLLOWS--
 QT0068'
 QT0068'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTHEAST OF AVANCE,
 QT0068'AND 3-3/4 MILES WEST-NORTHWEST OF FAITH, IN PASTURE LAND JUST
 QT0068'SOUTH OF THE MEADE-PERKINS COUNTY LINE.
 QT0068'
 QT0068'TO REACH THE STATION FROM THE POST OFFICE IN FAITH GO NORTH 0.1
 QT0068'MILE ON THE MAIN STREET TO THE JUNCTION WITH U.S. HIGHWAY 212.
 QT0068'TURN LEFT AND DRIVE WEST 3.5 MILES TO A SIDE ROAD ON THE RIGHT
 QT0068'WHERE STATE HIGHWAY 73 TURNS NORTH.  TURN RIGHT AND GO NORTH
 QT0068'1.0 MILE TO A SECTION LINE, FENCED-OFF, RIGHT-OF-WAY AND THE
 QT0068'COUNTY LINE.  TURN LEFT THROUGH WIRE GATE AND GO WEST 0.05
 QT0068'MILE TO THE STATION ON THE LEFT.
 QT0068'
 QT0068'THE STATION MARK, A STANDARD DISK STAMPED LINE 1950 CEMENTED
 QT0068'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT PROJECTING
 QT0068'4 INCHES ABOVE GROUND, IS 3.8 FEET NORTH OF A WIRE FENCE AND 3.2
 QT0068'FEET NORTH OF A WOODEN WITNESS POST.
 QT0068'
 QT0068'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED LINE NO 1
 QT0068'1950 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 QT0068'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, IS 2.7 FEET
 QT0068'NORTH OF A WIRE FENCE, AND AT ABOUT THE SAME ELEVATION AS THE
 QT0068'STATION.
 QT0068'
 QT0068'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED LINE NO 2
 QT0068'1950 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 QT0068'MONUMENT PROJECTING 5 INCHES ABOVE GROUND, IS 1.5 FEET NORTH OF
 QT0068'THE WIRE FENCE, AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 QT0068'
 QT0068'THE AZIMUTH MARK, A STANDARD DISK STAMPED LINE 1950 CEMENTED
 QT0068'IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 QT0068'PROJECTING 2 INCHES ABOVE GROUND, IS 50.0 FEET EAST OF THE
 QT0068'CENTER LINE OF STATE HIGHWAY 73, 3.6 FEET NORTH-NORTHWEST OF A
 QT0068'METAL WITNESS POST WITH SIGN, 1.2 FEET WEST OF A WIRE FENCE
 QT0068'CORNER POST AND IN THE NORTHEAST QUADRANT OF THE HIGHWAY
 QT0068'INTERSECTION.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 QT0068'SOUTH ON STATE HIGHWAY 73 FOR 1.0 MILE TO THE MARK ON THE
 QT0068'LEFT.
 QT0068
 QT0068                          STATION RECOVERY (1963)
 QT0068
 QT0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QT0068'4.6 MI NW FROM FAITH.
 QT0068'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0068'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212 TO THE
 QT0068'JUNCTION OF A STATE HIGHWAY 73, 1.05 MILE NORTH ALONG STATE
 QT0068'HIGHWAY 73, AT THE TOP OF A LARGE HILL, ABOUT 0.05 MILE WEST OF
 QT0068'THE HIGHWAY, 3.8 FEET NORTH OF A FENCE, 3.2 FEET NORTH OF A
 QT0068'WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 QT0068'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QT0068'INCHES.
 QT0068
 QT0068                          STATION RECOVERY (1981)
 QT0068
 QT0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0068'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QT0068'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW METAL WITNESS POST WAS
 QT0068'SET IN THE FENCE AND REFERENCE MARK 1 IS 1.1 M (3.5 FT) NORTH OF
 QT0068'IT.  THE STATION WAS NOT OCCUPIED AT THIS TIME.  THE 1962 DESCRIPTIVE
 QT0068'TEXT IS ADEQUATE.
 QT0068
 QT0068                          STATION RECOVERY (1981)
 QT0068
 QT0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0068'RECOVERED IN GOOD CONDITION.
 QT0068
 QT0068                          STATION RECOVERY (1996)
 QT0068
 QT0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0068'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0068'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 1.7 KM (1.05 MI)
 QT0068'NORTHERLY ALONG STATE HIGHWAY 73, 63.1 M (207.0 FT) WEST OF THE
 QT0068'HIGHWAY CENTERLINE, 45.1 M (148.0 FT) WEST OF A FENCE, 8.2 M (26.9 FT)
 QT0068'WEST OF REFERENCE MARK 1, 7.6 M (24.9 FT) EAST OF REFERENCE MARK 2,
 QT0068'1.1 M (3.6 FT) NORTH OF A FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 QT0068'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0068'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0127 ***********************************************************************
 QT0127  DESIGNATION -  LINE AZ MK
 QT0127  PID         -  QT0127
 QT0127  STATE/COUNTY-  SD/MEADE
 QT0127  COUNTRY     -  US
 QT0127  USGS QUAD   -  FAITH (2017)
 QT0127
 QT0127                         *CURRENT SURVEY CONTROL
 QT0127  ______________________________________________________________________
 QT0127* NAD 83(1996) POSITION- 45 01 24.40616(N) 102 06 33.70666(W)   ADJUSTED
 QT0127* NAVD 88 ORTHO HEIGHT -   785.731 (meters)     2577.85  (feet) ADJUSTED
 QT0127  ______________________________________________________________________
 QT0127  GEOID HEIGHT    -        -19.274 (meters)                     GEOID18
 QT0127  LAPLACE CORR    -         -6.28  (seconds)                    DEFLEC18
 QT0127  DYNAMIC HEIGHT  -        785.574 (meters)     2577.34  (feet) COMP
 QT0127  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 QT0127
 QT0127  HORZ ORDER      -  SECOND
 QT0127  VERT ORDER      -  FIRST     CLASS II
 QT0127
 QT0127.The horizontal coordinates were established by classical geodetic methods
 QT0127.and adjusted by the National Geodetic Survey in January 1998.
 QT0127
 QT0127.The orthometric height was determined by differential leveling and
 QT0127.adjusted by the NATIONAL GEODETIC SURVEY
 QT0127.in July 1998.
 QT0127
 QT0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0127.GEOID18 height accuracy estimate available here.
 QT0127
 QT0127.Click photographs - Photos may exist for this station.
 QT0127
 QT0127.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0127
 QT0127.The dynamic height is computed by dividing the NAVD 88
 QT0127.geopotential number by the normal gravity value computed on the
 QT0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0127.degrees latitude (g = 980.6199 gals.).
 QT0127
 QT0127.The modeled gravity was interpolated from observed gravity values.
 QT0127
 QT0127. The following values were computed from the NAD 83(1996) position.
 QT0127
 QT0127;                    North         East     Units Scale Factor Converg.
 QT0127;SPC SD N     -   134,413.714   433,780.163   MT  0.99993923   -1 29 34.4
 QT0127;SPC SD N     -   440,988.99  1,423,160.42   sFT  0.99993923   -1 29 34.4
 QT0127;UTM  13      - 4,989,620.494   727,733.525   MT  1.00023776   +2 02 44.5
 QT0127
 QT0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0127!SPC SD N     -   0.99987984  x   0.99993923  =   0.99981908
 QT0127!UTM  13      -   0.99987984  x   1.00023776  =   1.00011758
 QT0127
 QT0127:                Primary Azimuth Mark                     Grid Az
 QT0127:SPC SD N     -  LINE                                     358 55 13.7
 QT0127:UTM  13      -  LINE                                     355 22 54.8
 QT0127
 QT0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2773389620(NAD 83)
 QT0127
 QT0127|---------------------------------------------------------------------|
 QT0127| PID    Reference Object                     Distance      Geod. Az  |
 QT0127|                                                           dddmmss.s |
 QT0127| QT0126 LINE AZ MK RM 1                      16.227 METERS 00052     |
 QT0127| QT0128 LINE AZ MK RM 2                      17.121 METERS 13606     |
 QT0127| QT0068 LINE                                APPROX. 1.7 KM 3572539.3 |
 QT0127|---------------------------------------------------------------------|
 QT0127
 QT0127                          SUPERSEDED SURVEY CONTROL
 QT0127
 QT0127  NAD 83(1986)-  45 01 24.39755(N)    102 06 33.70638(W) AD(       ) 2
 QT0127  NAD 27      -  45 01 24.45600(N)    102 06 32.12620(W) AD(       ) 2
 QT0127  NAVD 88 (06/15/91)  785.618  (m)         2577.48   (f) SUPERSEDED  1 2
 QT0127  NGVD 29 (??/??/92)  785.160  (m)         2575.98   (f) ADJ UNCH    1 2
 QT0127  NGVD 29             785.16   (m)         2576.0    (f) LEVELING    3  
 QT0127
 QT0127.Superseded values are not recommended for survey control.
 QT0127
 QT0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0127.See file dsdata.pdf to determine how the superseded data were derived.
 QT0127
 QT0127_MARKER: DZ = AZIMUTH MARK DISK
 QT0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0127_STAMPING: LINE 1950
 QT0127_MARK LOGO: CGS
 QT0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0127+STABILITY: SURFACE MOTION
 QT0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0127+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0127
 QT0127  HISTORY     - Date     Condition        Report By
 QT0127  HISTORY     - 1950     MONUMENTED       CGS
 QT0127  HISTORY     - 1962     GOOD             CGS
 QT0127  HISTORY     - 1963     GOOD             CGS
 QT0127  HISTORY     - 1981     GOOD             NGS
 QT0127  HISTORY     - 19960425 GOOD             NGS
 QT0127
 QT0127                          STATION DESCRIPTION
 QT0127
 QT0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0127'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF AVANCE,
 QT0127'3-1/2 MILES WEST OF FAITH, ON HIGHWAY RIGHT-OF-WAY ABOUT 138
 QT0127'FEET NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 QT0127'HIGHWAY 73.
 QT0127'
 QT0127'TO REACH THE STATION FROM THE POST OFFICE IN FAITH GO NORTH 0.1
 QT0127'MILE ON THE MAIN STREET TO THE JUNCTION WITH U.S. HIGHWAY 212.
 QT0127'TURN LEFT AND GO WEST FOR 3.5 MILES TO THE JUNCTION WITH STATE
 QT0127'HIGHWAY 73 AND THE STATION ON THE RIGHT.
 QT0127'
 QT0127'THE STATION MARK, A STANDARD AZIMUTH DISK STAMPED LINE 1950
 QT0127'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYCLINDRICAL CONCRETE
 QT0127'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 138 FEET
 QT0127'NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 212 AND STATE
 QT0127'HIGHWAY 73, 50 FEET EAST OF STATE HIGHWAY 73, 3.6 FEET
 QT0127'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN, 1.2 FEET WEST
 QT0127'OF A WIRE FENCE CORNER POST.
 QT0127'
 QT0127'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED LINE AZIMUTH
 QT0127'NO 1 1950, IS CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYCLINDRICAL
 QT0127'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 QT0127'50.5 FEET EAST OF STATE HIGHWAY 73, AND 1 FOOT WEST OF A
 QT0127'NORTH-SOUTH FENCE LINE.  IT IS SET ABOUT THE SAME ELEVATION AS
 QT0127'THE STATION MARK.
 QT0127'
 QT0127'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED LINE AZIMUTH
 QT0127'NO 2 1950, IS CEMENTED IN THE TOP OF 12-INCH-DIAMETER CYCLINDRICAL
 QT0127'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 QT0127'69 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 212, AND 1
 QT0127'FOOT SOUTHWEST OF A FENCE LINE.  IT IS ABOUT THE SAME ELEVATION
 QT0127'AS THE STATION MARK.
 QT0127
 QT0127                          STATION RECOVERY (1963)
 QT0127
 QT0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QT0127'3.6 MI W FROM FAITH.
 QT0127'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0127'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212 TO A ROAD
 QT0127'JUNCTION, 138 FEET NORTHEAST OF THE JUNCTION, 50 FEET EAST OF
 QT0127'STATE HIGHWAY 73, 1 1/2 FEET WEST OF A FENCE, 3.6 FEET NORTHWEST
 QT0127'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QT0127'PROJECTING 2 INCHES.
 QT0127
 QT0127                          STATION RECOVERY (1981)
 QT0127
 QT0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0127'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 QT0127'IN GOOD CONDITION.  THE 1962 DESCRIPTIVE TEXT IS ADEQUATE.  THE
 QT0127'STATION WAS NOT OCCUPIED AT THIS TIME, DUE TO INCLEMENT WEATHER.
 QT0127
 QT0127                          STATION RECOVERY (1996)
 QT0127
 QT0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0127'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0127'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 119.5 M (392.1 FT) WEST OF
 QT0127'MILEPOST 111, 33.6 M (110.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.3
 QT0127'M (56.8 FT) NORTHWEST OF REFERENCE MARK 2, 16.3 M (53.5 FT) SOUTH OF
 QT0127'REFERENCE MARK 1, 15.2 M (49.9 FT) EAST OF THE CENTERLINE OF STATE
 QT0127'HIGHWAY 73 LEADING NORTH, 1.1 M (3.6 FT) NORTHWEST OF A WITNESS POST,
 QT0127'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF
 QT0127'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0126 ***********************************************************************
 QT0126  DESIGNATION -  LINE AZ MK RM 1
 QT0126  PID         -  QT0126
 QT0126  STATE/COUNTY-  SD/MEADE
 QT0126  COUNTRY     -  US
 QT0126  USGS QUAD   -  FAITH (2017)
 QT0126
 QT0126                         *CURRENT SURVEY CONTROL
 QT0126  ______________________________________________________________________
 QT0126* NAD 83(1986) POSITION- 45 01 24.93   (N) 102 06 33.70   (W)   HD_HELD1
 QT0126* NAVD 88 ORTHO HEIGHT -   785.407 (meters)     2576.79  (feet) ADJUSTED
 QT0126  ______________________________________________________________________
 QT0126  GEOID HEIGHT    -        -19.274 (meters)                     GEOID18
 QT0126  DYNAMIC HEIGHT  -        785.249 (meters)     2576.27  (feet) COMP
 QT0126  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 QT0126
 QT0126  VERT ORDER      -  FIRST     CLASS II
 QT0126
 QT0126.The horizontal coordinates were determined by differentially corrected
 QT0126.hand held GPS observations or other comparable positioning techniques
 QT0126.and have an estimated accuracy of +/- 3 meters.
 QT0126
 QT0126.The orthometric height was determined by differential leveling and
 QT0126.adjusted by the NATIONAL GEODETIC SURVEY
 QT0126.in July 1998.
 QT0126
 QT0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0126.GEOID18 height accuracy estimate available here.
 QT0126
 QT0126.Click photographs - Photos may exist for this station.
 QT0126
 QT0126.The dynamic height is computed by dividing the NAVD 88
 QT0126.geopotential number by the normal gravity value computed on the
 QT0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0126.degrees latitude (g = 980.6199 gals.).
 QT0126
 QT0126.The modeled gravity was interpolated from observed gravity values.
 QT0126
 QT0126;                    North         East    Units  Estimated Accuracy
 QT0126;SPC SD N     -   134,429.9     433,780.7     MT  (+/- 3 meters HH1 GPS) 
 QT0126
 QT0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2773389636(NAD 83)
 QT0126
 QT0126                          SUPERSEDED SURVEY CONTROL
 QT0126
 QT0126  NAVD 88 (06/15/91)  785.307  (m)         2576.46   (f) SUPERSEDED  1 2
 QT0126  NGVD 29 (??/??/92)  784.849  (m)         2574.96   (f) ADJ UNCH    1 2
 QT0126
 QT0126.Superseded values are not recommended for survey control.
 QT0126
 QT0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0126.See file dsdata.pdf to determine how the superseded data were derived.
 QT0126
 QT0126_MARKER: DR = REFERENCE MARK DISK
 QT0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0126_STAMPING: LINE AZIMUTH NO 1 1950
 QT0126_MARK LOGO: CGS
 QT0126_PROJECTION: FLUSH
 QT0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0126+STABILITY: SURFACE MOTION
 QT0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0126+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0126
 QT0126  HISTORY     - Date     Condition        Report By
 QT0126  HISTORY     - 1962     MONUMENTED       CGS
 QT0126  HISTORY     - 1963     GOOD             CGS
 QT0126  HISTORY     - 1981     GOOD             NGS
 QT0126  HISTORY     - 19960425 GOOD             NGS
 QT0126
 QT0126                          STATION DESCRIPTION
 QT0126
 QT0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0126'3.6 MI W FROM FAITH.
 QT0126'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0126'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212 TO A ROAD
 QT0126'JUNCTION, 53.2 FEET NORTH OF LINE AZIMUTH 1950, 56.0 FEET NORTH OF
 QT0126'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 QT0126'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QT0126
 QT0126                          STATION RECOVERY (1981)
 QT0126
 QT0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0126'RECOVERED IN GOOD CONDITION.
 QT0126
 QT0126                          STATION RECOVERY (1996)
 QT0126
 QT0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0126'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0126'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 119.5 M (392.1 FT) WEST OF
 QT0126'MILEPOST 111, 49.9 M (163.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.3
 QT0126'M (53.5 FT) NORTH OF TRIANGULATION STATION LINE AZ MK, 15.4 M (50.5
 QT0126'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 73 LEADING NORTH, 0.5 M
 QT0126'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A
 QT0126'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0128 ***********************************************************************
 QT0128  DESIGNATION -  LINE AZ MK RM 2
 QT0128  PID         -  QT0128
 QT0128  STATE/COUNTY-  SD/MEADE
 QT0128  COUNTRY     -  US
 QT0128  USGS QUAD   -  FAITH (2017)
 QT0128
 QT0128                         *CURRENT SURVEY CONTROL
 QT0128  ______________________________________________________________________
 QT0128* NAD 83(1986) POSITION- 45 01 24.01   (N) 102 06 33.16   (W)   HD_HELD1
 QT0128* NAVD 88 ORTHO HEIGHT -   786.065 (meters)     2578.95  (feet) ADJUSTED
 QT0128  ______________________________________________________________________
 QT0128  GEOID HEIGHT    -        -19.275 (meters)                     GEOID18
 QT0128  DYNAMIC HEIGHT  -        785.908 (meters)     2578.43  (feet) COMP
 QT0128  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 QT0128
 QT0128  VERT ORDER      -  FIRST     CLASS II
 QT0128
 QT0128.The horizontal coordinates were determined by differentially corrected
 QT0128.hand held GPS observations or other comparable positioning techniques
 QT0128.and have an estimated accuracy of +/- 3 meters.
 QT0128
 QT0128.The orthometric height was determined by differential leveling and
 QT0128.adjusted by the NATIONAL GEODETIC SURVEY
 QT0128.in July 1998.
 QT0128
 QT0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0128.GEOID18 height accuracy estimate available here.
 QT0128
 QT0128.Click photographs - Photos may exist for this station.
 QT0128
 QT0128.The dynamic height is computed by dividing the NAVD 88
 QT0128.geopotential number by the normal gravity value computed on the
 QT0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0128.degrees latitude (g = 980.6199 gals.).
 QT0128
 QT0128.The modeled gravity was interpolated from observed gravity values.
 QT0128
 QT0128;                    North         East    Units  Estimated Accuracy
 QT0128;SPC SD N     -   134,401.2     433,791.8     MT  (+/- 3 meters HH1 GPS) 
 QT0128
 QT0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2774589608(NAD 83)
 QT0128
 QT0128                          SUPERSEDED SURVEY CONTROL
 QT0128
 QT0128  NAVD 88 (06/15/91)  786.023  (m)         2578.81   (f) SUPERSEDED  1 2
 QT0128  NGVD 29 (??/??/92)  785.566  (m)         2577.31   (f) ADJ UNCH    1 2
 QT0128
 QT0128.Superseded values are not recommended for survey control.
 QT0128
 QT0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0128.See file dsdata.pdf to determine how the superseded data were derived.
 QT0128
 QT0128_MARKER: DR = REFERENCE MARK DISK
 QT0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0128_STAMPING: LINE AZIMUTH NO 2 1950
 QT0128_MARK LOGO: CGS
 QT0128_PROJECTION: FLUSH
 QT0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0128+STABILITY: SURFACE MOTION
 QT0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0128+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0128
 QT0128  HISTORY     - Date     Condition        Report By
 QT0128  HISTORY     - 1962     MONUMENTED       CGS
 QT0128  HISTORY     - 1963     GOOD             CGS
 QT0128  HISTORY     - 1981     GOOD             NGS
 QT0128  HISTORY     - 19960425 GOOD             NGS
 QT0128
 QT0128                          STATION DESCRIPTION
 QT0128
 QT0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0128'3.6 MI W FROM FAITH.
 QT0128'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0128'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212 TO A ROAD
 QT0128'JUNCTION, 56.1 FEET SOUTHEAST OF LINE AZIMUTH 1950, 52.5 FEET
 QT0128'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 QT0128'OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QT0128'4 INCHES.
 QT0128
 QT0128                          STATION RECOVERY (1981)
 QT0128
 QT0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0128'RECOVERED IN GOOD CONDITION.
 QT0128
 QT0128                          STATION RECOVERY (1996)
 QT0128
 QT0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0128'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0128'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 109.2 M (358.3 FT) WEST OF
 QT0128'MILEPOST 111, 27.3 M (89.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 QT0128'73 LEADING NORTH, 21.3 M (69.9 FT) NORTH OF THE HIGHWAY CENTERLINE,
 QT0128'17.3 M (56.8 FT) SOUTHEAST OF TRIANGULATION STATION LINE AZ MK, 0.5 M
 QT0128'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHEAST OF A
 QT0128'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0069 ***********************************************************************
 QT0069  DESIGNATION -  LINE RM 1
 QT0069  PID         -  QT0069
 QT0069  STATE/COUNTY-  SD/MEADE
 QT0069  COUNTRY     -  US
 QT0069  USGS QUAD   -  FAITH (2017)
 QT0069
 QT0069                         *CURRENT SURVEY CONTROL
 QT0069  ______________________________________________________________________
 QT0069* NAD 83(1986) POSITION- 45 02 19.32   (N) 102 06 36.81   (W)   HD_HELD1
 QT0069* NAVD 88 ORTHO HEIGHT -   792.940 (meters)     2601.50  (feet) ADJUSTED
 QT0069  ______________________________________________________________________
 QT0069  GEOID HEIGHT    -        -19.253 (meters)                     GEOID18
 QT0069  DYNAMIC HEIGHT  -        792.783 (meters)     2600.99  (feet) COMP
 QT0069  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 QT0069
 QT0069  VERT ORDER      -  SECOND    CLASS 0
 QT0069
 QT0069.The horizontal coordinates were determined by differentially corrected
 QT0069.hand held GPS observations or other comparable positioning techniques
 QT0069.and have an estimated accuracy of +/- 3 meters.
 QT0069
 QT0069.The orthometric height was determined by differential leveling and
 QT0069.adjusted by the NATIONAL GEODETIC SURVEY
 QT0069.in June 1991.
 QT0069
 QT0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0069.GEOID18 height accuracy estimate available here.
 QT0069
 QT0069.Click photographs - Photos may exist for this station.
 QT0069
 QT0069.The dynamic height is computed by dividing the NAVD 88
 QT0069.geopotential number by the normal gravity value computed on the
 QT0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0069.degrees latitude (g = 980.6199 gals.).
 QT0069
 QT0069.The modeled gravity was interpolated from observed gravity values.
 QT0069
 QT0069;                    North         East    Units  Estimated Accuracy
 QT0069;SPC SD N     -   136,110.0     433,756.4     MT  (+/- 3 meters HH1 GPS) 
 QT0069
 QT0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2760591312(NAD 83)
 QT0069
 QT0069                          SUPERSEDED SURVEY CONTROL
 QT0069
 QT0069  NGVD 29 (??/??/92)  792.486  (m)         2600.01   (f) ADJ UNCH    2 0
 QT0069
 QT0069.Superseded values are not recommended for survey control.
 QT0069
 QT0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0069.See file dsdata.pdf to determine how the superseded data were derived.
 QT0069
 QT0069_MARKER: DR = REFERENCE MARK DISK
 QT0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0069_STAMPING: LINE NO 1 1950
 QT0069_MARK LOGO: CGS
 QT0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0069+STABILITY: SURFACE MOTION
 QT0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0069+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0069
 QT0069  HISTORY     - Date     Condition        Report By
 QT0069  HISTORY     - 1950     MONUMENTED       CGS
 QT0069  HISTORY     - 1963     GOOD             CGS
 QT0069  HISTORY     - 19960425 GOOD             NGS
 QT0069
 QT0069                          STATION DESCRIPTION
 QT0069
 QT0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0069'4.6 MI NW FROM FAITH.
 QT0069'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0069'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212 TO THE
 QT0069'JUNCTION OF STATE HIGHWAY 73, 1.05 MILE NORTH ALONG STATE
 QT0069'HIGHWAY 73, AT THE TOP OF A LARGE HILL, 26.7 FEET EAST OF LINE
 QT0069'1950, 27.0 FEET EAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH
 QT0069'THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 QT0069'INCHES.
 QT0069
 QT0069                          STATION RECOVERY (1996)
 QT0069
 QT0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0069'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0069'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 1.7 KM (1.05 MI)
 QT0069'NORTHERLY ALONG STATE HIGHWAY 73, 54.9 M (180.1 FT) WEST OF THE
 QT0069'HIGHWAY CENTERLINE, 36.9 M (121.1 FT) WEST OF A FENCE, 8.2 M (26.9 FT)
 QT0069'EAST OF TRIANGULATION STATION LINE, 1.0 M (3.3 FT) NORTH OF A WITNESS
 QT0069'POST AND FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 QT0069'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0067 ***********************************************************************
 QT0067  DESIGNATION -  LINE RM 2
 QT0067  PID         -  QT0067
 QT0067  STATE/COUNTY-  SD/MEADE
 QT0067  COUNTRY     -  US
 QT0067  USGS QUAD   -  FAITH (2017)
 QT0067
 QT0067                         *CURRENT SURVEY CONTROL
 QT0067  ______________________________________________________________________
 QT0067* NAD 83(1986) POSITION- 45 02 19.33   (N) 102 06 37.53   (W)   HD_HELD1
 QT0067* NAVD 88 ORTHO HEIGHT -   792.868 (meters)     2601.27  (feet) ADJUSTED
 QT0067  ______________________________________________________________________
 QT0067  GEOID HEIGHT    -        -19.252 (meters)                     GEOID18
 QT0067  DYNAMIC HEIGHT  -        792.712 (meters)     2600.76  (feet) COMP
 QT0067  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 QT0067
 QT0067  VERT ORDER      -  SECOND    CLASS 0
 QT0067
 QT0067.The horizontal coordinates were determined by differentially corrected
 QT0067.hand held GPS observations or other comparable positioning techniques
 QT0067.and have an estimated accuracy of +/- 3 meters.
 QT0067
 QT0067.The orthometric height was determined by differential leveling and
 QT0067.adjusted by the NATIONAL GEODETIC SURVEY
 QT0067.in June 1991.
 QT0067
 QT0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0067.GEOID18 height accuracy estimate available here.
 QT0067
 QT0067.Click photographs - Photos may exist for this station.
 QT0067
 QT0067.The dynamic height is computed by dividing the NAVD 88
 QT0067.geopotential number by the normal gravity value computed on the
 QT0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0067.degrees latitude (g = 980.6199 gals.).
 QT0067
 QT0067.The modeled gravity was interpolated from observed gravity values.
 QT0067
 QT0067;                    North         East    Units  Estimated Accuracy
 QT0067;SPC SD N     -   136,110.7     433,740.7     MT  (+/- 3 meters HH1 GPS) 
 QT0067
 QT0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2758991312(NAD 83)
 QT0067
 QT0067                          SUPERSEDED SURVEY CONTROL
 QT0067
 QT0067  NGVD 29 (??/??/92)  792.414  (m)         2599.78   (f) ADJ UNCH    2 0
 QT0067
 QT0067.Superseded values are not recommended for survey control.
 QT0067
 QT0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0067.See file dsdata.pdf to determine how the superseded data were derived.
 QT0067
 QT0067_MARKER: DR = REFERENCE MARK DISK
 QT0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0067_STAMPING: LINE NO 2 1950
 QT0067_MARK LOGO: CGS
 QT0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0067+STABILITY: SURFACE MOTION
 QT0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0067+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0067
 QT0067  HISTORY     - Date     Condition        Report By
 QT0067  HISTORY     - 1950     MONUMENTED       CGS
 QT0067  HISTORY     - 1963     GOOD             CGS
 QT0067  HISTORY     - 19960425 GOOD             NGS
 QT0067
 QT0067                          STATION DESCRIPTION
 QT0067
 QT0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0067'4.6 MI NW FROM FAITH.
 QT0067'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0067'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212 TO THE
 QT0067'JUNCTION OF STATE HIGHWAY 73, 1.05 MILE NORTH ALONG STATE
 QT0067'HIGHWAY 73, AT THE TOP OF A LARGE HILL, 24.7 FEET WEST OF LINE
 QT0067'1950, 25.0 FEET WEST OF A WOODEN WITNESS POST, AND SET IN THE
 QT0067'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 QT0067
 QT0067                          STATION RECOVERY (1996)
 QT0067
 QT0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0067'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0067'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 1.7 KM (1.05 MI)
 QT0067'NORTHERLY ALONG STATE HIGHWAY 73, 70.7 M (232.0 FT) WEST OF THE
 QT0067'HIGHWAY CENTERLINE, 52.7 M (172.9 FT) WEST OF A FENCE, 7.6 M (24.9 FT)
 QT0067'WEST OF TRIANGULATION STATION LINE, 1.3 M (4.3 FT) NORTH OF A FENCE,
 QT0067'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 QT0067'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0657 ***********************************************************************
 PS0657  DESIGNATION -  LINN
 PS0657  PID         -  PS0657
 PS0657  STATE/COUNTY-  SD/HAND
 PS0657  COUNTRY     -  US
 PS0657  USGS QUAD   -  ROCKHAM SE (2017)
 PS0657
 PS0657                         *CURRENT SURVEY CONTROL
 PS0657  ______________________________________________________________________
 PS0657* NAD 83(1996) POSITION- 44 51 21.20624(N) 098 50 29.04732(W)   ADJUSTED
 PS0657* NAVD 88 ORTHO HEIGHT -   429.    (meters)     1407.    (feet) SCALED
 PS0657  ______________________________________________________________________
 PS0657  GEOID HEIGHT    -        -24.223 (meters)                     GEOID18
 PS0657  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 PS0657  HORZ ORDER      -  FIRST
 PS0657
 PS0657.The horizontal coordinates were established by classical geodetic methods
 PS0657.and adjusted by the National Geodetic Survey in January 1998.
 PS0657
 PS0657.The orthometric height was scaled from a topographic map.
 PS0657
 PS0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0657.GEOID18 height accuracy estimate available here.
 PS0657
 PS0657.Click photographs - Photos may exist for this station.
 PS0657
 PS0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0657
 PS0657. The following values were computed from the NAD 83(1996) position.
 PS0657
 PS0657;                    North         East     Units Scale Factor Converg.
 PS0657;SPC SD N     -   114,283.933   691,572.314   MT  0.99994489   +0 49 11.9
 PS0657;SPC SD N     -   374,946.54  2,268,933.50   sFT  0.99994489   +0 49 11.9
 PS0657;UTM  14      - 4,966,954.111   512,531.240   MT  0.99960193   +0 06 42.7
 PS0657
 PS0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0657!SPC SD N     -   0.99993649  x   0.99994489  =   0.99988138
 PS0657!UTM  14      -   0.99993649  x   0.99960193  =   0.99953845
 PS0657
 PS0657:                Primary Azimuth Mark                     Grid Az
 PS0657:SPC SD N     -  LINN AZ MK                               104 18 00.2
 PS0657:UTM  14      -  LINN AZ MK                               105 00 29.4
 PS0657
 PS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1253166954(NAD 83)
 PS0657
 PS0657|---------------------------------------------------------------------|
 PS0657| PID    Reference Object                     Distance      Geod. Az  |
 PS0657|                                                           dddmmss.s |
 PS0657| PS0656 ROCKHAM MUNICIPAL TANK              APPROX. 5.6 KM 0143610.4 |
 PS0657| PS0640 ZELL CATHOLIC CHURCH SPIRE          APPROX.10.0 KM 0630148.1 |
 PS0657| PS0639 ZELL CATHOLIC SCHOOL SPIRE          APPROX. 9.9 KM 0634452.1 |
 PS0657| PS0629 REDFIELD MUNICIPAL TANK             APPROX.25.2 KM 0843114.3 |
 PS0657| CO5867 LINN AZ MK                                         1050712.1 |
 PS0657| PS0658 WHEATON CONG CHURCH FINIAL          APPROX.10.9 KM 1565138.6 |
 PS0657| PS0646 ST MICHAELS CATH CHURCH SPIRE       APPROX.13.5 KM 1683553.3 |
 PS0657| CO5868 LINN RM 1                            24.830 METERS 21121     |
 PS0657| PS0660 CARLETON METH EPIS CH SPIRE         APPROX. 8.2 KM 2131805.2 |
 PS0657| CO5869 LINN RM 2                            21.224 METERS 29719     |
 PS0657|---------------------------------------------------------------------|
 PS0657
 PS0657                          SUPERSEDED SURVEY CONTROL
 PS0657
 PS0657  NAD 83(1986)-  44 51 21.20660(N)    098 50 29.05090(W) AD(       ) 1
 PS0657  NAD 27      -  44 51 21.29200(N)    098 50 27.68300(W) AD(       ) 1
 PS0657
 PS0657.Superseded values are not recommended for survey control.
 PS0657
 PS0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0657.See file dsdata.pdf to determine how the superseded data were derived.
 PS0657
 PS0657_MARKER: DS = TRIANGULATION STATION DISK
 PS0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0657_STAMPING: LINN 1934
 PS0657_MARK LOGO: CGS
 PS0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0657+STABILITY: SURFACE MOTION
 PS0657
 PS0657  HISTORY     - Date     Condition        Report By
 PS0657  HISTORY     - 1934     MONUMENTED       CGS
 PS0657  HISTORY     - 1935     GOOD             CGS
 PS0657  HISTORY     - 1951     GOOD             CGS
 PS0657
 PS0657                          STATION DESCRIPTION
 PS0657
 PS0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0657'STATION IS LOCATED IN SEC. 13, T 116 N, R 67 W, IN LINN
 PS0657'TOWNSHIP, ABOUT 3.25 MILES S AND 0.7 MILE W OF ROCKHAM, ON
 PS0657'PROMINENT KNOLL, HIGHEST POINT IN IMMEDIATE VICINITY.
 PS0657'
 PS0657'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0657'BRONZE DISKS SET IN CONCRETE.
 PS0657'
 PS0657'TO REACH FROM POST OFFICE IN ROCKHAM, GO S 0.5 MILE TO U.S.
 PS0657'HIGHWAY 212, CONTINUE S FOR 3.0 MILES TO X-ROADS, THENCE RIGHT,
 PS0657'W, 0.7 MILE, THENCE RIGHT, N, THROUGH GATE AND ACROSS FIELD
 PS0657'0.3 MILE TO TOP OF KNOLL AND STATION.
 PS0657'
 PS0657'REFERENCE MARK NO. 1 IS LOCATED 81.47 FEET (24.830 METERS)
 PS0657'SW OF STATION.  REFERENCE MARK NO. 2 IS LOCATED 69.64 FEET
 PS0657'(21.224 METERS) NW BY W OF STATION.
 PS0657'
 PS0657'AZIMUTH MARK IS LOCATED 0.75 MILE SE BY E OF STATION, 35 FEET
 PS0657'W OF CENTER LINE ROAD, 30 FEET N OF CENTER LINE OF ROAD,
 PS0657'1 FOOT S OF FENCE, 3 FEET W OF FENCE.  TO REACH FROM STATION,
 PS0657'GO S ACROSS FIELD, 0.3 MILE TO ROAD, THENCE LEFT, E 0.7 MILE
 PS0657'TO SECTION CORNER AND MARK ON N SIDE OF ROAD.
 PS0657'
 PS0657'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 PS0657
 PS0657                          STATION RECOVERY (1935)
 PS0657
 PS0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0657'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DIRECTION TO
 PS0657'REFERENCE MARK NO. 2 WAS FOUND TO BE 292 DEG 06 MIN 54 SEC
 PS0657'INSTEAD OF 292 DEG 08 MIN 00.2 SEC AS STATED IN THE ORIGINAL
 PS0657'DESCRIPTION.  THE SLIGHT DISCREPANCIES IN THE DISTANCES TO
 PS0657'THE REFERENCE MARKS IS PROBABLY DUE TO THE FACT THAT A SLOPE
 PS0657'DISTANCE WAS MEASURED IN 1934 AND A HORIZONTAL MEASUREMENT
 PS0657'IN 1935.
 PS0657'
 PS0657'THIS STATION IS ABOUT 3.4 MILES S OF ROCKHAM NEAR THE CENTER
 PS0657'OF THE SW 1/4 OF SEC. 13, T 116 N, R 67 W, LINN TOWNSHIP.
 PS0657'THE MARK IS SET ON THE HIGHEST POINT OF A PROMINENT KNOLL ON
 PS0657'LAND OWNED BY FRED SCHNEIDER.  IT IS NEAR THE CENTER OF A
 PS0657'LARGE PASTURE, 0.25 MILE N OF E-W SECTION ROAD.  THERE WAS
 PS0657'FORMERLY A SMALL GRAVEL PIT ON THE TOP OF THIS KNOLL AND
 PS0657'THE MARK IS ABOUT 10 FEET S OF THE S EDGE OF THE PIT.  THE
 PS0657'MARK IS SET IN A ROUND CONCRETE POST AND PROJECTS 7 INCHES.
 PS0657'
 PS0657'REFERENCE MARK NO. 1 IS SW OF THE STATION ON THE SW SLOPE OF
 PS0657'THE HILL.  THE MARK IS SET IN A ROUND CONCRETE POST AND PROJECTS
 PS0657'6 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE
 PS0657'W SLOPE OF THE HILL, 10 FEET W OF THE W EDGE OF THE GRAVEL PIT.
 PS0657'IT PROJECTS 5 INCHES.
 PS0657'
 PS0657'THE AZIMUTH MARK IS ESE OF THE STATION NEAR A FENCE CORNER.
 PS0657'IT IS 3 FEET W OF THE SE CORNER POST OF A FIELD, 1 FOOT S
 PS0657'OF E-W FENCE LINE, 35 FEET W OF THE CENTER LINE OF N-S ROAD,
 PS0657'30 FEET N OF THE CENTER LINE OF E-W ROAD AND 46 FEET NW OF
 PS0657'THE CENTER OF THE ROAD INTERSECTION.  THE MARK IS SET IN A SQUARE
 PS0657'CONCRETE POST, AND PROJECTS 5 INCHES.
 PS0657'
 PS0657'REACHED FROM ROCKHAM BY GOING S 0.5 MILE TO INTERSECTION WITH
 PS0657'U.S. HIGHWAY 212.  CONTINUE S FOR 3.1 MILES TO CROSSROADS.
 PS0657'HERE TURN W AND GO 0.7 MILE.  HERE PASS THROUGH A WIRE GATE
 PS0657'AND GO N 0.25 MILE TO TOP OF KNOLL AND STATION.
 PS0657'
 PS0657'LIGHTS 60 FEET ABOVE STATIONS LAFOON AND GROVE-1934 ARE VISIBLE
 PS0657'FROM THE GROUND.
 PS0657'
 PS0657'A LIGHT 47 FEET ABOVE STATION ZELL-1934 IS VISIBLE FROM
 PS0657'THE GROUND.
 PS0657
 PS0657                          STATION RECOVERY (1951)
 PS0657
 PS0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0657'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 AND ALL MARKS
 PS0657'WERE FOUND IN GOOD CONDITION.  THE DISTANCE WAS MEASURED
 PS0657'SLOPE AND CHECKED VERY CLOSE TO THE 1934 MEASURMENT OF THE
 PS0657'TWO REFERENCE MARKS.  THE DIRECTION WAS CHECKED TO THE AZIMUTH
 PS0657'MARK AND THE REFERENCE MARKS AND FOUND TO BE CORRECT.  THE
 PS0657'1935 DESCRIPTION IS ADEQUATE.
 PS0657'
 PS0657'1951 OBSERVATIONS WERE MADE FROM A 4 FOOT WOODEN STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0757 ***********************************************************************
 OS0757  DESIGNATION -  LINTZ
 OS0757  PID         -  OS0757
 OS0757  STATE/COUNTY-  SD/BENNETT
 OS0757  COUNTRY     -  US
 OS0757  USGS QUAD   -  EAST OF SCOTCHMAN LAKE (2017)
 OS0757
 OS0757                         *CURRENT SURVEY CONTROL
 OS0757  ______________________________________________________________________
 OS0757* NAD 83(1996) POSITION- 43 01 00.22045(N) 101 18 03.43265(W)   ADJUSTED
 OS0757* NAVD 88 ORTHO HEIGHT -  1030.    (meters)     3379.    (feet) SCALED
 OS0757  ______________________________________________________________________
 OS0757  GEOID HEIGHT    -        -20.398 (meters)                     GEOID18
 OS0757  LAPLACE CORR    -         -7.12  (seconds)                    DEFLEC18
 OS0757  HORZ ORDER      -  FIRST
 OS0757
 OS0757.The horizontal coordinates were established by classical geodetic methods
 OS0757.and adjusted by the National Geodetic Survey in January 1998.
 OS0757
 OS0757.The orthometric height was scaled from a topographic map.
 OS0757
 OS0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0757.GEOID18 height accuracy estimate available here.
 OS0757
 OS0757.Click photographs - Photos may exist for this station.
 OS0757
 OS0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0757
 OS0757. The following values were computed from the NAD 83(1996) position.
 OS0757
 OS0757;                    North         East     Units Scale Factor Converg.
 OS0757;SPC SD S     -    76,378.882   521,125.533   MT  0.99996162   -0 40 03.1
 OS0757;SPC SD S     -   250,586.38  1,709,726.02   sFT  0.99996162   -0 40 03.1
 OS0757;UTM  14      - 4,765,241.595   312,500.386   MT  1.00003251   -1 34 12.7
 OS0757
 OS0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0757!SPC SD S     -   0.99984163  x   0.99996162  =   0.99980326
 OS0757!UTM  14      -   0.99984163  x   1.00003251  =   0.99987414
 OS0757
 OS0757:                Primary Azimuth Mark                     Grid Az
 OS0757:SPC SD S     -  LINTZ AZ MK                              330 46 55.3
 OS0757:UTM  14      -  LINTZ AZ MK                              331 41 04.9
 OS0757
 OS0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1250065241(NAD 83)
 OS0757
 OS0757|---------------------------------------------------------------------|
 OS0757| PID    Reference Object                     Distance      Geod. Az  |
 OS0757|                                                           dddmmss.s |
 OS0757| NO0454 CODY MUNICIPAL TANK                 APPROX. 9.9 KM 1532525.7 |
 OS0757| CP9866 LINTZ RM 2                            9.787 METERS 27811     |
 OS0757| CP9864 LINTZ AZ MK                                        3300652.2 |
 OS0757| CP9865 LINTZ RM 1                            9.161 METERS 34359     |
 OS0757|---------------------------------------------------------------------|
 OS0757
 OS0757                          SUPERSEDED SURVEY CONTROL
 OS0757
 OS0757  NAD 83(1995)-  43 01 00.22038(N)    101 18 03.43260(W) AD(       ) 1
 OS0757  NAD 83(1986)-  43 01 00.21606(N)    101 18 03.44270(W) AD(       ) 1
 OS0757  NAD 27      -  43 01 00.18900(N)    101 18 01.90000(W) AD(       ) 1
 OS0757
 OS0757.Superseded values are not recommended for survey control.
 OS0757
 OS0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0757.See file dsdata.pdf to determine how the superseded data were derived.
 OS0757
 OS0757_MARKER: DS = TRIANGULATION STATION DISK
 OS0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0757_STAMPING: LINTZ 1936
 OS0757_MARK LOGO: CGS
 OS0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0757+STABILITY: SURFACE MOTION
 OS0757
 OS0757  HISTORY     - Date     Condition        Report By
 OS0757  HISTORY     - 1936     MONUMENTED       CGS
 OS0757  HISTORY     - 1949     GOOD             CGS
 OS0757
 OS0757                          STATION DESCRIPTION
 OS0757
 OS0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0757'STATION IS ABOUT 11.8 MILES NORTHWEST OF CODY, NEBR., ON A HIGH
 OS0757'RIDGE IN PASTURE LAND OWNED BY K.T. JOHNSON, OF RUSHVILLE, NEBR.,
 OS0757'ABOUT 1.0 MILE NORTH OF STATE LINE, ABOUT 100 PACES WEST OF
 OS0757'NORTH-SOUTH FENCE.  WATER TANK AT CODY, NEBR., BEARS 144 DEG
 OS0757'(MAG.).
 OS0757'
 OS0757'TO REACH FROM CODY, NEBR., GO NORTH FROM NORTHEAST CORNER
 OS0757'OF PARK FOR 2.4 MILES ON DIRT ROAD TO A T-ROAD LEFT (WEST),
 OS0757'TURN LEFT AND GO 0.8 MILE TO A FORK AND GATE, GO THROUGH GATE
 OS0757'AND TAKE RIGHT FORK, BEARING WEST FOR 3.6 MILES TO A T-ROAD NORTH
 OS0757'JUST AT WEST CORNER OF A RANCH HOUSE, HERE TURN NORTH AND GO
 OS0757'0.2 MILE TO FORKS, TAKE RIGHT FORK AND GO 1.3 MILES TO STATE
 OS0757'LINE FENCE, ABOUT 0.15 MILE NORTH OF THE FRED LINTZ RANCH
 OS0757'HOUSE.  PASS THROUGH GATE IN FENCE AND CONTINUE NORTH FOR
 OS0757'1.2 MILES, THEN TURN EAST AND WORK ALONG CRESTS OF RIDGE FOR
 OS0757'1.3 MILES AIRLINE TO TOP OF HIGHEST RIDGE AND STATION.
 OS0757'STATION MARK PROJECTS 5 INCHES.
 OS0757'
 OS0757'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF STATION
 OS0757'IN NORTH-SOUTH FENCE LINE, ABOUT 80 YARDS NORTH OF FENCE
 OS0757'CORNER.  IT PROJECTS 6 INCHES.
 OS0757'
 OS0757'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF STATION.  IT PROJECTS
 OS0757'4 INCHES.
 OS0757'
 OS0757'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION.  IT PROJECTS
 OS0757'5 INCHES.
 OS0757'
 OS0757'LIGHTS SHOWN FROM THE GROUND AT SNYDER, PAT, ONEILL, BARNES AND
 OS0757'BDY. MON. 68-1/2 ECC., AND FROM 64-FOOT TOWERS AT VETAL AND
 OS0757'SOUTH WERE VISIBLE FROM THE GROUND AT THIS STATION.
 OS0757'
 OS0757'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 OS0757
 OS0757                          STATION RECOVERY (1949)
 OS0757
 OS0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 OS0757'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 OS0757'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 OS0757'
 OS0757'THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE IN ERROR.
 OS0757'
 OS0757'FOLLOWING IS A COMPLETE AND NEW DESCRTIPION--
 OS0757'
 OS0757'THE STATION IS LOCATED ABOUT 11.8 MILES NORTHWEST OF CODY,
 OS0757'1.0 MILE NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE,
 OS0757'AND ON THE HIGHEST HILL IN THE VICINITY.  IT IS IN THE CENTER
 OS0757'OF A SMALL BLOW-OUT, 290 FEET NORTH OF EAST-WEST FENCE LINE.
 OS0757'IT IS STAMPED LINTZ 1949 AND PROJECTS 15 INCHES.
 OS0757'
 OS0757'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, ON
 OS0757'THE SAME HILL AS THE STATION.  IT IS STAMPED LINTZ NO 1
 OS0757'1936 AND PROJECTS 4 INCHES.
 OS0757'
 OS0757'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, ON THE
 OS0757'SAME HILL AS THE STATION.  IT IS STAMPED LINTZ NO 2 1936
 OS0757'AND PROJECTS 3 INCHES.
 OS0757'
 OS0757'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 1 FOOT
 OS0757'WEST OF NORTH-SOUTH FENCE LINE IN THE EAST EDGE OF PASTURE.
 OS0757'IT IS STAMPED LINTZ 1936 AND PROJECTS 6 INCHES.
 OS0757'
 OS0757'TO REACH THE STATION FROM THE CROSS-STREETS AT THE NORTHEAST
 OS0757'CORNER OF THE CITY PARK IN CODY, GO NORTH ON MAIN ROAD FOR 2.3
 OS0757'MILES TO T-ROAD LEFT, CONTINUE NORTH ON MAIN ROAD FOR 2.4
 OS0757'MILES TO T-ROAD LEFT, TURN LEFT AND GO WEST FOR 0.5 MILE
 OS0757'TO FORKS, TAKE RIGHT FORK CROSSING CATTLE GUARD FOR 1.0 MILE
 OS0757'TO FORKS, TAKE LEFT FORK FOR 0.2 MILE TO RANCH HOUSE ON THE
 OS0757'RIGHT, CONTINUE WESTERLY ON TRACK ROAD FOR 0.9 MILE TO
 OS0757'CATTLE GUARD, CROSS GUARD AND CONTINUE ON MAIN ROAD FOR 1.0
 OS0757'MILE TO DESERTED RANCH HOUSE ON THE RIGHT, CONTINUE ON MAIN
 OS0757'ROAD FOR 0.45 MILE TO WIRE GATE AND MAIL BOX AT RANCH HOUSE
 OS0757'ON THE LEFT, GO THROUGH GATE AND CONTINUE ON MAIN ROAD FOR
 OS0757'0.55 MILE, HERE LEAVE TRACK ROAD AND GO SOUTHWEST ACROSS
 OS0757'PASTURE FOR 0.5 MILE TO THE SOUTHWEST CORNER OF PASTURE
 OS0757'AND GATE IN FENCE CORNER, GO THROUGH GATE AND TURN LEFT
 OS0757'AND GO EAST AND SOUTH ALONG FENCE LNE FOR 0.55 MILE TO THE
 OS0757'AZIMUTH MARK IN FENCE LINE ON THE LEFT, CONTINUE SOUTH
 OS0757'ALONG WEST SIDE OF FENCE TO FENCE CORNER, BEAR LEFT AND
 OS0757'GO SOUTHEAST FOR 0.25 MILE TO THE STATION ON THE HIGHEST
 OS0757'POINT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0526 ***********************************************************************
 QT0526  DESIGNATION -  LITTLE
 QT0526  PID         -  QT0526
 QT0526  STATE/COUNTY-  SD/BUTTE
 QT0526  COUNTRY     -  US
 QT0526  USGS QUAD   -  ALKALI CREEK WEST (2017)
 QT0526
 QT0526                         *CURRENT SURVEY CONTROL
 QT0526  ______________________________________________________________________
 QT0526* NAD 83(1996) POSITION- 45 09 48.66294(N) 103 45 31.62109(W)   ADJUSTED
 QT0526* NAVD 88 ORTHO HEIGHT -   975.    (meters)     3199.    (feet) SCALED
 QT0526  ______________________________________________________________________
 QT0526  GEOID HEIGHT    -        -16.077 (meters)                     GEOID18
 QT0526  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 QT0526  HORZ ORDER      -  THIRD
 QT0526
 QT0526.The horizontal coordinates were established by classical geodetic methods
 QT0526.and adjusted by the National Geodetic Survey in January 1998.
 QT0526
 QT0526.The orthometric height was scaled from a topographic map.
 QT0526
 QT0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0526.GEOID18 height accuracy estimate available here.
 QT0526
 QT0526.Click photographs - Photos may exist for this station.
 QT0526
 QT0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0526
 QT0526. The following values were computed from the NAD 83(1996) position.
 QT0526
 QT0526;                    North         East     Units Scale Factor Converg.
 QT0526;SPC SD N     -   154,672.735   304,599.579   MT  0.99994103   -2 39 36.8
 QT0526;SPC SD N     -   507,455.46    999,340.45   sFT  0.99994103   -2 39 36.8
 QT0526;UTM  13      - 5,001,864.704   597,548.151   MT  0.99971700   +0 52 48.9
 QT0526
 QT0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0526!SPC SD N     -   0.99984960  x   0.99994103  =   0.99979064
 QT0526!UTM  13      -   0.99984960  x   0.99971700  =   0.99956665
 QT0526
 QT0526:                Primary Azimuth Mark                     Grid Az
 QT0526:SPC SD N     -  LITTLE AZ MK                             073 02 04.2
 QT0526:UTM  13      -  LITTLE AZ MK                             069 29 38.5
 QT0526
 QT0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9754801864(NAD 83)
 QT0526
 QT0526|---------------------------------------------------------------------|
 QT0526| PID    Reference Object                     Distance      Geod. Az  |
 QT0526|                                                           dddmmss.s |
 QT0526| CQ8438 LITTLE AZ MK                                       0702227.4 |
 QT0526| CQ8439 LITTLE RM 1                           9.962 METERS 16738     |
 QT0526| CQ8440 LITTLE RM 2                          11.145 METERS 27415     |
 QT0526|---------------------------------------------------------------------|
 QT0526
 QT0526                          SUPERSEDED SURVEY CONTROL
 QT0526
 QT0526  NAD 83(1993)-  45 09 48.65922(N)    103 45 31.61599(W) AD(       ) 3
 QT0526  NAD 83(1986)-  45 09 48.65318(N)    103 45 31.61407(W) AD(       ) 3
 QT0526  NAD 27      -  45 09 48.68600(N)    103 45 29.90100(W) AD(       ) 3
 QT0526
 QT0526.Superseded values are not recommended for survey control.
 QT0526
 QT0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0526.See file dsdata.pdf to determine how the superseded data were derived.
 QT0526
 QT0526_MARKER: DS = TRIANGULATION STATION DISK
 QT0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0526_STAMPING: LITTLE 1952
 QT0526_MARK LOGO: CGS
 QT0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0526+STABILITY: SURFACE MOTION
 QT0526
 QT0526  HISTORY     - Date     Condition        Report By
 QT0526  HISTORY     - 1952     MONUMENTED       CGS
 QT0526  HISTORY     - 1973     GOOD             USGS
 QT0526
 QT0526                          STATION DESCRIPTION
 QT0526
 QT0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0526'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF REDIG,
 QT0526'IN SECTION 21, T 14 N, R 3 E, 0.25 MILE WEST OF U.S. HIGHWAY
 QT0526'NO. 85, ON THE CREST AND NEAR THE CENTER OF A LOW RIDGE,
 QT0526'AND 6 FEET WEST-SOUTHWEST OF A 4 IN X 4 IN WITNESS POST.
 QT0526'
 QT0526'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN REDIG,
 QT0526'GO SOUTH ON U.S. HIGHWAY NO. 85 FOR 5.25 TO THE JUNCTION WITH
 QT0526'STATE HIGHWAY NO. 79.  THEN RIGHT, WESTERLY AND SOUTHWESTERLY
 QT0526'ON NO. 85 FOR 11.6 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT
 QT0526'(SIGN HARDING) AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 QT0526'ON NO. 85 FOR 0.4 MILE.  THEN RIGHT, WESTERLY, FOR 0.25 MILE
 QT0526'TO THE CREST OF THE RIDGE AND THE STATION.
 QT0526'
 QT0526'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0526'LITTLE 1952.
 QT0526'
 QT0526'REFERENCE MARK NO. 1 IS AT THE EDGE OF THE SOUTH SLOPE OF THE
 QT0526'RIDGE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED LITTLE
 QT0526'NO 1 1952.
 QT0526'
 QT0526'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 QT0526'6 INCHES, AND THE DISK IS STAMPED LITTLE NO 2 1952.
 QT0526'
 QT0526'THE AZIMUTH MARK IS AT THE SOUTHWEST CORNER OF A T-INTERSECTION,
 QT0526'50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 85, AND 3 FEET
 QT0526'SOUTH OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 8 INCHES,
 QT0526'AND THE DISK IS STAMPED LITTLE 1952.
 QT0526
 QT0526                          STATION RECOVERY (1973)
 QT0526
 QT0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0526'TO REACH THE STATION FROM REDIG, GO SOUTH ON U.S. HWY 85 FOR
 QT0526'5.0 MI TO X-RDS.  TURN RIGHT AND GO WEST ON BLACK TOP RD.
 QT0526'FOR 10.25 MI TO A GRAVEL RD NORTH AND AZIMUTH ON THE LEFT AS
 QT0526'DESCRIBED.  CONTINUE WEST AND SOUTHWEST ON BLACK TOP RD. FOR
 QT0526'0.55 MI AND THEN WEST FOR 0.25 MI TO THE CREST OF THE RIDGE
 QT0526'AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0366 ***********************************************************************
 PR0366  DESIGNATION -  LL 330
 PR0366  PID         -  PR0366
 PR0366  STATE/COUNTY-  SD/HAMLIN
 PR0366  COUNTRY     -  US
 PR0366  USGS QUAD   -  ESTELLINE (2017)
 PR0366
 PR0366                         *CURRENT SURVEY CONTROL
 PR0366  ______________________________________________________________________
 PR0366* NAD 83(1986) POSITION- 44 36 06.     (N) 096 57 04.     (W)   SCALED
 PR0366* NAVD 88 ORTHO HEIGHT -   505.065 (meters)     1657.03  (feet) ADJUSTED
 PR0366  ______________________________________________________________________
 PR0366  GEOID HEIGHT    -        -24.949 (meters)                     GEOID18
 PR0366  DYNAMIC HEIGHT  -        504.990 (meters)     1656.79  (feet) COMP
 PR0366  MODELED GRAVITY -    980,452.4   (mgal)                       NAVD 88
 PR0366
 PR0366  VERT ORDER      -  SECOND    CLASS 0
 PR0366
 PR0366.The horizontal coordinates were scaled from a map and have
 PR0366.an estimated accuracy of +/- 6 seconds.
 PR0366
 PR0366.The orthometric height was determined by differential leveling and
 PR0366.adjusted by the NATIONAL GEODETIC SURVEY
 PR0366.in June 1991.
 PR0366
 PR0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0366.GEOID18 height accuracy estimate available here.
 PR0366
 PR0366.Click photographs - Photos may exist for this station.
 PR0366
 PR0366.The dynamic height is computed by dividing the NAVD 88
 PR0366.geopotential number by the normal gravity value computed on the
 PR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0366.degrees latitude (g = 980.6199 gals.).
 PR0366
 PR0366.The modeled gravity was interpolated from observed gravity values.
 PR0366
 PR0366;                    North         East    Units  Estimated Accuracy
 PR0366;SPC SD N     -    89,940.      841,990.      MT  (+/- 180 meters Scaled)
 PR0366
 PR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ625407(NAD 83)
 PR0366
 PR0366                          SUPERSEDED SURVEY CONTROL
 PR0366
 PR0366  NGVD 29 (??/??/92)  504.789  (m)         1656.13   (f) ADJ UNCH    2 0
 PR0366
 PR0366.Superseded values are not recommended for survey control.
 PR0366
 PR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0366.See file dsdata.pdf to determine how the superseded data were derived.
 PR0366
 PR0366_MARKER: DB = BENCH MARK DISK
 PR0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0366_SP_SET: BRIDGE
 PR0366_STAMPING: LL 330 1949
 PR0366_MARK LOGO: CGS
 PR0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0366
 PR0366  HISTORY     - Date     Condition        Report By
 PR0366  HISTORY     - 1949     MONUMENTED       CGS
 PR0366
 PR0366                          STATION DESCRIPTION
 PR0366
 PR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0366'4.2 MI NW FROM ESTELLINE.
 PR0366'4.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE CHICAGO
 PR0366'AND NORTH WESTERN RAILROAD STATION AT ESTELLINE, 11 FEET SOUTH
 PR0366'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP
 PR0366'OF THE GUARD RAIL FOR THE SOUTHWEST WINGWALL OF A 120-FOOT
 PR0366'CONCRETE BRIDGE, AND 3.5 FEET ABOVE THE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0943 ***********************************************************************
 OR0943  DESIGNATION -  LODGE
 OR0943  PID         -  OR0943
 OR0943  STATE/COUNTY-  SD/TRIPP
 OR0943  COUNTRY     -  US
 OR0943  USGS QUAD   -  KING DAM (2017)
 OR0943
 OR0943                         *CURRENT SURVEY CONTROL
 OR0943  ______________________________________________________________________
 OR0943* NAD 83(1996) POSITION- 43 32 31.08718(N) 099 45 58.52302(W)   ADJUSTED
 OR0943* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 OR0943  ______________________________________________________________________
 OR0943  GEOID HEIGHT    -        -25.789 (meters)                     GEOID18
 OR0943  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 OR0943  HORZ ORDER      -  FIRST
 OR0943
 OR0943.The horizontal coordinates were established by classical geodetic methods
 OR0943.and adjusted by the National Geodetic Survey in January 1998.
 OR0943
 OR0943.The orthometric height was scaled from a topographic map.
 OR0943
 OR0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0943.GEOID18 height accuracy estimate available here.
 OR0943
 OR0943.Click photographs - Photos may exist for this station.
 OR0943
 OR0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0943
 OR0943. The following values were computed from the NAD 83(1996) position.
 OR0943
 OR0943;                    North         East     Units Scale Factor Converg.
 OR0943;SPC SD S     -   134,424.945   645,826.936   MT  0.99990776   +0 23 28.3
 OR0943;SPC SD S     -   441,025.84  2,118,850.54   sFT  0.99990776   +0 23 28.3
 OR0943;UTM  14      - 4,821,287.527   438,095.344   MT  0.99964714   -0 31 40.4
 OR0943
 OR0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0943!SPC SD S     -   0.99990724  x   0.99990776  =   0.99981500
 OR0943!UTM  14      -   0.99990724  x   0.99964714  =   0.99955441
 OR0943
 OR0943:                Primary Azimuth Mark                     Grid Az
 OR0943:SPC SD S     -  IDEAL                                    245 17 34.7
 OR0943:UTM  14      -  IDEAL                                    246 12 43.4
 OR0943
 OR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3809521287(NAD 83)
 OR0943
 OR0943|---------------------------------------------------------------------|
 OR0943| PID    Reference Object                     Distance      Geod. Az  |
 OR0943|                                                           dddmmss.s |
 OR0943| AB7230 LODGE AZ MK                                        0231940.4 |
 OR0943| AB7231 LODGE RM 1                           29.520 METERS 08709     |
 OR0943| AB7232 LODGE RM 2                           31.571 METERS 21558     |
 OR0943| OR0923 IDEAL                               APPROX.11.4 KM 2454103.0 |
 OR0943|---------------------------------------------------------------------|
 OR0943
 OR0943                          SUPERSEDED SURVEY CONTROL
 OR0943
 OR0943  NAD 83(1995)-  43 32 31.08467(N)    099 45 58.52799(W) AD(       ) 1
 OR0943  NAD 83(1986)-  43 32 31.08677(N)    099 45 58.53045(W) AD(       ) 1
 OR0943  NAD 27      -  43 32 31.09300(N)    099 45 57.11400(W) AD(       ) 1
 OR0943
 OR0943.Superseded values are not recommended for survey control.
 OR0943
 OR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0943.See file dsdata.pdf to determine how the superseded data were derived.
 OR0943
 OR0943_MARKER: DS = TRIANGULATION STATION DISK
 OR0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0943_STAMPING: LODGE 1936
 OR0943_MARK LOGO: CGS
 OR0943_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0943+STABILITY: SURFACE MOTION
 OR0943
 OR0943  HISTORY     - Date     Condition        Report By
 OR0943  HISTORY     - 1936     MONUMENTED       CGS
 OR0943  HISTORY     - 1959     GOOD             CGS
 OR0943  HISTORY     - 19820902 GOOD             NGS
 OR0943
 OR0943                          STATION DESCRIPTION
 OR0943
 OR0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0943'STATION IS ABOUT 13.0 MILES NORTH BY EAST OF WINNER, ON THE
 OR0943'SOUTH SIDE OF A GRADED DIRT SECTION-LINE ROAD AT THE HIGHEST
 OR0943'POINT OF A KNOLL, AT FENCE LINE BETWEEN A PASTURE AND STRIP
 OR0943'OF IDLE GROUND, ON LAND OWNED BY MR. E.B. HECKER OF HAMBURG,
 OR0943'IOWA.
 OR0943'
 OR0943'REACHED FROM WINNER, BY GOING NORTH FROM U.S. HIGHWAY 18 FOR
 OR0943'8.5 MILES, JOG EAST 1.5 MILES, TURN NORTH GO 2.5 MILES, TURN
 OR0943'EAST GO 1.0 MILE, TURN NORTH GO 0.5 MILE, TURN EAST GO 1.8
 OR0943'MILES TO A VACANT WHITE HOUSE ON SOUTH SIDE OF ROAD.  STATION
 OR0943'IS ABOUT 200 YARDS WEST OF HOUSE, 180 PACES SOUTH OF EAST-WEST
 OR0943'SECTION-LINE ROAD AND 6.5 FEET SOUTH OF EAST-WEST FENCE.
 OR0943'MARK PROJECTS 5 INCHES.
 OR0943'
 OR0943'REFERENCE MARK NO. 1 IS EAST OF STATION, SET IN EAST-WEST
 OR0943'FENCE LINE ON NORTH SIDE OF LANE OF IDLE GROUND.  MARK PROJECTS
 OR0943'4 INCHES.
 OR0943'
 OR0943'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION, SET IN
 OR0943'FENCE LINE ON SOUTH SIDE OF IDLE GROUND.  MARK PROJECTS
 OR0943'4 INCHES.
 OR0943'
 OR0943'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH-NORTHEAST OF
 OR0943'STATION, 0.4 MILE NORTH OF CROSSROADS, 11 PACES EAST OF CENTERLINE
 OR0943'OF ROAD, 1 FOOT WEST OF EAST FENCE LINE, 13 PACES NORTH OF
 OR0943'LANE LEADING WEST TO HOME OF JOSEPH DURAK.  MARK PROJECTS
 OR0943'ABOUT 4 INCHES.
 OR0943'
 OR0943'ALL LINES VISIBLE FROM A 4-FOOT STAND.
 OR0943'
 OR0943'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0943'BRONZE DISKS SET AS DESCRIBED.
 OR0943
 OR0943                          STATION RECOVERY (1959)
 OR0943
 OR0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 OR0943'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 OR0943'CONDITION.  ANGLES BETWEEN AZIMUTH MARK AND REFERENCE MARKS
 OR0943'AND DISTANCES TO REFERENCE MARKS CHECKED AND FOUND CORRECT.
 OR0943'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 OR0943'THERE APPEARS TO BE AN ERROR OF 1 MINUTE IN THE AZIMUTH TO
 OR0943'AZIMUTH MARK.  THE MINUTE SHOWS UP IN THE ANGLE BETWEEN STATION
 OR0943'STATE, 1936 AND AZIMUTH MARK ALSO IN CHECKING THE AZIMUTH FROM
 OR0943'STATION STATE, 1936 THROUGH THE CONCLUDED ANGLE AT WINNER
 OR0943'VOR TO STATION LODGE, 1936 TO AZIMUTH MARK.
 OR0943
 OR0943                          STATION RECOVERY (1982)
 OR0943
 OR0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0943'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION,
 OR0943'AZIMUTH MARK WAS RECOVERED PARTIALLY UPROOTED AND LEANING, AND
 OR0943'REFERENCE MARK 1 HAD BEEN DESTROYED BY FARMING OPERATIONS.  THE AREA
 OR0943'IS NOW A CULTIVATED FIELD AND THE REMAINING MARKS WERE IN DANGER OF
 OR0943'BEING DESTROYED, THEREFORE STATION LODGE 2 WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0468 ***********************************************************************
 QT0468  DESIGNATION -  LODGE
 QT0468  PID         -  QT0468
 QT0468  STATE/COUNTY-  SD/HARDING
 QT0468  COUNTRY     -  US
 QT0468  USGS QUAD   -  RALPH (2017)
 QT0468
 QT0468                         *CURRENT SURVEY CONTROL
 QT0468  ______________________________________________________________________
 QT0468* NAD 83(1996) POSITION- 45 51 15.40714(N) 103 04 38.40790(W)   ADJUSTED
 QT0468* NAVD 88 ORTHO HEIGHT -   982.7   (meters)     3224.    (feet) VERTCON3
 QT0468  ______________________________________________________________________
 QT0468  GEOID HEIGHT    -        -16.590 (meters)                     GEOID18
 QT0468  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 QT0468  HORZ ORDER      -  FIRST
 QT0468
 QT0468.The horizontal coordinates were established by classical geodetic methods
 QT0468.and adjusted by the National Geodetic Survey in January 1998.
 QT0468
 QT0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0468
 QT0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0468.GEOID18 height accuracy estimate available here.
 QT0468
 QT0468.Click photographs - Photos may exist for this station.
 QT0468
 QT0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0468
 QT0468. The following values were computed from the NAD 83(1996) position.
 QT0468
 QT0468;                    North         East     Units Scale Factor Converg.
 QT0468;SPC SD N     -   229,126.760   361,043.032   MT  1.00003749   -2 10 40.6
 QT0468;SPC SD N     -   751,726.71  1,184,522.01   sFT  1.00003749   -2 10 40.6
 QT0468;UTM  13      - 5,079,654.632   649,265.897   MT  0.99987391   +1 22 47.6
 QT0468
 QT0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0468!SPC SD N     -   0.99984856  x   1.00003749  =   0.99988605
 QT0468!UTM  13      -   0.99984856  x   0.99987391  =   0.99972249
 QT0468
 QT0468:                Primary Azimuth Mark                     Grid Az
 QT0468:SPC SD N     -  LODGE AZ MK                              323 11 29.2
 QT0468:UTM  13      -  LODGE AZ MK                              319 38 01.0
 QT0468
 QT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL4926579654(NAD 83)
 QT0468
 QT0468|---------------------------------------------------------------------|
 QT0468| PID    Reference Object                     Distance      Geod. Az  |
 QT0468|                                                           dddmmss.s |
 QT0468| CQ8458 LODGE RM 1                           24.711 METERS 02111     |
 QT0468| CQ8459 LODGE RM 2                           17.277 METERS 22429     |
 QT0468| CQ8462 LODGE RM SW                          91.340 METERS 25924     |
 QT0468| CQ8460 LODGE RM CROSS                       92.940 METERS 26216     |
 QT0468| CQ8457 LODGE AZ MK                                        3210048.6 |
 QT0468| CQ8461 LODGE RM NW                          40.180 METERS 35246     |
 QT0468|---------------------------------------------------------------------|
 QT0468
 QT0468                          SUPERSEDED SURVEY CONTROL
 QT0468
 QT0468  NAD 83(1993)-  45 51 15.39536(N)    103 04 38.40548(W) AD(       ) 1
 QT0468  NAD 83(1986)-  45 51 15.39456(N)    103 04 38.40367(W) AD(       ) 1
 QT0468  NAD 27      -  45 51 15.38600(N)    103 04 36.80200(W) AD(       ) 1
 QT0468  USSD        -  45 51 15.99700(N)    103 04 36.33600(W) AD(       ) 3
 QT0468  NGVD 29 (07/19/86)  982.2    (m)         3222.     (f) VERT ANG       
 QT0468
 QT0468.Superseded values are not recommended for survey control.
 QT0468
 QT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0468.See file dsdata.pdf to determine how the superseded data were derived.
 QT0468
 QT0468_MARKER: DS = TRIANGULATION STATION DISK
 QT0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0468_STAMPING: LODGE 1912 1934
 QT0468_MARK LOGO: CGS
 QT0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0468+STABILITY: SURFACE MOTION
 QT0468
 QT0468  HISTORY     - Date     Condition        Report By
 QT0468  HISTORY     - 1912     MONUMENTED       CGS
 QT0468  HISTORY     - 1934     GOOD             CGS
 QT0468  HISTORY     - 1949     GOOD             CGS
 QT0468  HISTORY     - 1952     GOOD             CGS
 QT0468  HISTORY     - 1954     GOOD             CGS
 QT0468
 QT0468                          STATION DESCRIPTION
 QT0468
 QT0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0468'ABOUT 18 MILES SOUTH AND 4 MILES WEST OF REEDER, N. DAKOTA,
 QT0468'AND ONE-HALF MILE SOUTH OF THE RANCH HOUSE OF L.B. VINES,
 QT0468'IN THE NE 1/4 SEC. 24, T. 22 N., R. 8 E., ON THE FLAT GRASSY
 QT0468'MESA AT THE WEST END OF THE LODGEPOLE BUTTES, ABOUT ONE-FOURTH
 QT0468'MILE SOUTH OF THE NORTHWEST END AND 15 METERS FROM THE BROW
 QT0468'OF THE HILL.  THE STATION IS MARKED BY A STANDARD DISK STATION
 QT0468'MARK, SET IN THE TOP OF A CONCRETE CYLINDER 7 INCHES IN
 QT0468'DIAMETER AND 30 INCHES LONG INCASED IN A GALVANIZED-IRON PIPE
 QT0468'WHICH WAS USED FOR THE FORM.  THE CYLINDER PROJECTS 3 INCHES
 QT0468'ABOVE THE GROUND.  THE UNDERGROUND MARK IS A BRASS BOLT
 QT0468'ONE-FOURTH INCH IN DIAMETER AND 2 INCHES LONG SET IN A
 QT0468'BOULDER ABOUT 28 INCHES BELOW THE SURFACE OF THE GROUND.  A
 QT0468'REFERENCE MARK IS NEAR THE EDGE OF THE MESA, 40.18 METERS
 QT0468'FROM THE STATION N 07 DEG 14 MIN W.  A 1-INCH DRILL
 QT0468'HOLE IN A LARGE BOWLDER AT THE EXTREME WESTERN EDGE OF
 QT0468'THE MESA IS ON THE LOWER FLAT ABOUT 8 METERS BELOW THE STATION
 QT0468'AND 90.46 METERS DISTANT S 79 DEG 24 MIN W, AND A
 QT0468'CROSS CHISELED IN SOLID ROCK NEAR THE SECOND REFERENCE
 QT0468'MARK IS 92.23 METERS FROM THE STATION S 82 DEG 16 MIN W.
 QT0468
 QT0468                          STATION RECOVERY (1934)
 QT0468
 QT0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0468'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE.  MARK WAS RECOVERED
 QT0468'IN EXCELLENT CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED
 QT0468'THOUGH AN HOURS SEARCH WAS MADE BY TWO MEN.
 QT0468'
 QT0468'TO REACH FROM REEDER, NORTH DAKOTA GO WEST ON U.S. HIGHWAY
 QT0468'12 FOR 0.3 MILE TO POINT WHERE HIGHWAY TURNS NORTH AND GRADED
 QT0468'ROAD TURNS SOUTH.  GO SOUTH ON DIRT ROAD 10.5 MILES, JOG
 QT0468'WEST 0.2 MILE THENCE SOUTH 1.0 MILE, JOG WEST 0.2 MILE THENCE
 QT0468'SOUTH 3.8 MILES TO T-ROAD WEST.  GO WEST AND SOUTH ON MAIN
 QT0468'ROAD 5.0 MILES TO CROSSROADS (CHURCH ON EAST SIDE OF ROAD 0.2
 QT0468'MILE NORTH OF CROSSROADS), THENCE 4.75 MILES WEST ON WINDING
 QT0468'DIRT ROAD TO JUNCTION WITH LITTLE-USED DIRT ROAD.  TURN NORTH
 QT0468'2.0 MILES ON OLD DIRT ROAD AROUND NORTH FACE OF LODGEPOLE
 QT0468'BUTTES TO CROSSROADS WITH MAIL BOX* IN NORTHWEST CORNER.
 QT0468'TURN EAST 0.45 MILE TO FARM ROAD, THENCE SOUTHEAST 0.2 MILE
 QT0468'TO FARMYARD OF OLD L.B. VINES RANCH.  GO EAST THROUGH
 QT0468'BARNYARD GATE, THENCE SOUTH ON OLD COW TRAIL, PASSING ON EAST
 QT0468'SIDE OF RAVINE TO TOP OF BUTTE, AT TOP OF BUTTE TURN WEST
 QT0468'AND GO 0.4 MILE TO STATION.
 QT0468'
 QT0468'A NEW REFERENCE MARK WAS ESTABLISHED EAST-NORTHEAST OF STATION,
 QT0468'A STANDARD BRONZE DISK SET IN CONCRETE.
 QT0468'
 QT0468'AN AZIMUTH MARK WAS ESTABLISHED ABOUT 1.5 MILES NORTH-NORTHWEST
 QT0468'OF STATION, ABOUT 300 FEET SOUTH OF CROSSROADS WITH MAIL BOX*
 QT0468'(MENTIONED ABOVE), 25 FEET EAST OF THE CENTER LINE OF THE
 QT0468'ROAD, A STANDARD BRONZE DISK PROJECTING ABOUT 6 INCHES ABOVE
 QT0468'GROUND.
 QT0468
 QT0468                          STATION RECOVERY (1949)
 QT0468
 QT0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 QT0468'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 QT0468'ALL MARKS WERE FOUND IN GOOD CONDITION.  NO VARIATIONS WERE
 QT0468'NOTED.  A COMPLETE DESCRIPTION FOLLOWS--
 QT0468'
 QT0468'THE STATION IS LOCATED ALONG THE WESTERN EDGE OF A BUTTE,
 QT0468'LOCALLY KNOWN AS LODGEPOLE BUTTE, WHICH IS ABOUT 20 MILES SOUTH
 QT0468'OF SCRANTON, NORTH DAKOTA, AND 18 MILES SOUTH AND 4 MILES WEST
 QT0468'OF REEDER, NORTH DAKOTA.
 QT0468'
 QT0468'TO REACH THE STATION FROM THE OVERPASS ON U.S. HIGHWAY 12 AT
 QT0468'SCRANTON, NORTH DAKOTA, GO EAST ON HIGHWAY 12 FOR 0.3 MILE TO
 QT0468'A SIDE ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 12.4 MILES TO A
 QT0468'SCHOOL HOUSE AND A SIDE ROAD ON THE LEFT, TURN LEFT, EAST,
 QT0468'AND GO 1.4 MILES TO A STEEL BRIDGE OVER A STREAM, CONTINUE
 QT0468'STRAIGHT AHEAD, SOUTHEASTERLY, FOR 1 MILE TO THE NORTH AND
 QT0468'SOUTH DAKOTA STATE LINE, HERE JOG TO THE RIGHT, WEST, AND GO
 QT0468'0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT, SOUTHERLY, AND FOLLOW
 QT0468'A GRADED ROAD FOR 3.8 MILES TO A CHURCH ON THE RIGHT,
 QT0468'CONTINUE STRAIGHT AHEAD FOR 2 MILES TO A CROSSROAD, TURN LEFT
 QT0468'AND FOLLOW A TRACK ROAD FOR 2 MILES TO ANOTHER CROSSROAD AND
 QT0468'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD,
 QT0468'EASTERLY, FOR 0.5 MILE TO SOME FARM BUILDINGS, PASS ALONG TO
 QT0468'THE NORTHEAST OF THE BUILDINGS AND ENTER A DRAW, FOLLOW
 QT0468'THE DRAW TO THE TOP OF THE BUTTE AND THEN GO WESTWARD TO THE
 QT0468'HIGHEST PART OF THE BUTTE AND STATION SITE.
 QT0468'
 QT0468'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER,
 QT0468'PROJECTING 6 INCHES, AND STAMPED LODGE 1912 1934.
 QT0468'
 QT0468'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE POST,
 QT0468'PROJECTING 8 INCHES, AND STAMPED LODGE NO 1 1934.
 QT0468'
 QT0468'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BED ROCK AND
 QT0468'STAMPED LODGE NO 2 1934.
 QT0468'
 QT0468'THE AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTHWEST OF THE
 QT0468'STATION, 300 FEET SOUTH OF A CROSSROAD, AND 25 FEET EAST OF
 QT0468'THE APPROXIMATE CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD
 QT0468'DISK SET IN A CONCRETE CYLINDER, PROJECTING 5 INCHES, AND STAMPED
 QT0468'LODGE 1934.
 QT0468'
 QT0468'STATIONS BUTTE 1912, TABLE 1912, AND WATSON ARE VISIBLE FROM
 QT0468'THE GROUND.
 QT0468
 QT0468                          STATION RECOVERY (1952)
 QT0468
 QT0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0468'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0468'THE ORIGINAL DESCRIPTION IS ADEQUATE.  HOWEVER, REFERENCE MARK
 QT0468'2 IS STAMPED LODGE NO 2 1949 INSTEAD OF LODGE NO 2 1934 AS
 QT0468'STATED IN THE ORIGINAL.
 QT0468'
 QT0468'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QT0468
 QT0468                          STATION RECOVERY (1954)
 QT0468
 QT0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0468'STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION AND
 QT0468'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1949
 QT0468'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0449 ***********************************************************************
 QT0449  DESIGNATION -  LODGEPOLE
 QT0449  PID         -  QT0449
 QT0449  STATE/COUNTY-  SD/PERKINS
 QT0449  COUNTRY     -  US
 QT0449  USGS QUAD   -  LODGEPOLE (2017)
 QT0449
 QT0449                         *CURRENT SURVEY CONTROL
 QT0449  ______________________________________________________________________
 QT0449* NAD 83(1996) POSITION- 45 49 05.70332(N) 102 38 35.84095(W)   ADJUSTED
 QT0449* NAVD 88 ORTHO HEIGHT -   899.    (meters)     2949.    (feet) SCALED
 QT0449  ______________________________________________________________________
 QT0449  GEOID HEIGHT    -        -17.649 (meters)                     GEOID18
 QT0449  LAPLACE CORR    -         -7.19  (seconds)                    DEFLEC18
 QT0449  HORZ ORDER      -  SECOND
 QT0449
 QT0449.The horizontal coordinates were established by classical geodetic methods
 QT0449.and adjusted by the National Geodetic Survey in January 1998.
 QT0449
 QT0449.The orthometric height was scaled from a topographic map.
 QT0449
 QT0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0449.GEOID18 height accuracy estimate available here.
 QT0449
 QT0449.Click photographs - Photos may exist for this station.
 QT0449
 QT0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0449
 QT0449. The following values were computed from the NAD 83(1996) position.
 QT0449
 QT0449;                    North         East     Units Scale Factor Converg.
 QT0449;SPC SD N     -   223,933.371   394,603.302   MT  1.00002884   -1 52 14.7
 QT0449;SPC SD N     -   734,688.07  1,294,627.67   sFT  1.00002884   -1 52 14.7
 QT0449;UTM  13      - 5,076,555.200   683,080.733   MT  1.00001209   +1 41 26.0
 QT0449
 QT0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0449!SPC SD N     -   0.99986177  x   1.00002884  =   0.99989061
 QT0449!UTM  13      -   0.99986177  x   1.00001209  =   0.99987386
 QT0449
 QT0449:                Primary Azimuth Mark                     Grid Az
 QT0449:SPC SD N     -  LODGEPOLE AZ MK                          217 37 07.9
 QT0449:UTM  13      -  LODGEPOLE AZ MK                          214 03 27.2
 QT0449
 QT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8308076555(NAD 83)
 QT0449
 QT0449|---------------------------------------------------------------------|
 QT0449| PID    Reference Object                     Distance      Geod. Az  |
 QT0449|                                                           dddmmss.s |
 QT0449| CQ8464 LODGEPOLE RM 1                       13.168 METERS 13124     |
 QT0449| CQ8463 LODGEPOLE AZ MK                                    2154453.2 |
 QT0449| CQ8465 LODGEPOLE RM 2                       13.299 METERS 31132     |
 QT0449|---------------------------------------------------------------------|
 QT0449
 QT0449                          SUPERSEDED SURVEY CONTROL
 QT0449
 QT0449  NAD 83(1993)-  45 49 05.69276(N)    102 38 35.83946(W) AD(       ) 2
 QT0449  NAD 83(1986)-  45 49 05.69333(N)    102 38 35.83897(W) AD(       ) 2
 QT0449  NAD 27      -  45 49 05.69500(N)    102 38 34.26800(W) AD(       ) 2
 QT0449
 QT0449.Superseded values are not recommended for survey control.
 QT0449
 QT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0449.See file dsdata.pdf to determine how the superseded data were derived.
 QT0449
 QT0449_MARKER: DS = TRIANGULATION STATION DISK
 QT0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0449_STAMPING: LODGEPOLE 1952
 QT0449_MARK LOGO: CGS
 QT0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0449+STABILITY: SURFACE MOTION
 QT0449
 QT0449  HISTORY     - Date     Condition        Report By
 QT0449  HISTORY     - 1952     MONUMENTED       CGS
 QT0449
 QT0449                          STATION DESCRIPTION
 QT0449
 QT0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0449'THE STATION IS ABOUT 21 MILES NORTHWEST OF BISON, 13 MILES
 QT0449'SOUTH OF HETTINGER, 1-1/2 MILES NORTHEAST OF LODGEPOLE, IN
 QT0449'SECTION 4, T 21 N, R 12 E, ON LAND OWNED BY HARRY DOERR,
 QT0449'AND 6 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 QT0449'
 QT0449'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 QT0449'NORTH ON GRAVELED ROAD FOR 0.4 MILE TO A WIRE GATE ON RIGHT,
 QT0449'TURN RIGHT THROUGH GATE AND GO EAST ON TRACK ROAD FOR 0.55
 QT0449'MILE TO A WIRE GATE, PASS THROUGH GATE, TURN LEFT, AND GO NORTH
 QT0449'FOR 0.3 MILE TO TWO WIRE GATES, PASS THROUGH EAST GATE AND
 QT0449'CONTINUE NORTH FOR 0.15 MILE TO A GATE, PASS THROUGH GATE
 QT0449'AND GO NORTHEAST FOR 0.05 MILE TO THE AZIMUTH MARK ON RIGHT
 QT0449'AS DESCRIBED, CONTINUE NORTHEAST FOR 0.1 MILE TO FENCE CORNER
 QT0449'BEAR RIGHT AND GO NORTHEAST FOR 0.25 MILE TO TOP OF RIDGE AND
 QT0449'STATION.
 QT0449'
 QT0449'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0449'LODGEPOLE 1952.
 QT0449'
 QT0449'REFERENCE MARK 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0449'LODGEPOLE NO 1 1952.
 QT0449'
 QT0449'REFERENCE MARK 2 IS ON THE NORTHWEST EDGE OF THE RIDGE.  THE
 QT0449'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED LODGEPOLE
 QT0449'NO 2 1952.
 QT0449'
 QT0449'THE AZIMUTH MARK IS 100 YARDS SOUTHEAST OF THE TRACK ROAD,
 QT0449'30 FEET WEST OF A FENCE CORNER, AND 1 FOOT EAST OF A 4 X 4 INCH
 QT0449'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 QT0449'STAMPED LODGEPOLE 1952.
 QT0449'
 QT0449'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0840 ***********************************************************************
 OR0840  DESIGNATION -  LOGAN
 OR0840  PID         -  OR0840
 OR0840  STATE/COUNTY-  SD/JERAULD
 OR0840  COUNTRY     -  US
 OR0840  USGS QUAD   -  ISHAM LAKE (2017)
 OR0840
 OR0840                         *CURRENT SURVEY CONTROL
 OR0840  ______________________________________________________________________
 OR0840* NAD 83(1996) POSITION- 43 58 48.44012(N) 098 51 26.22206(W)   ADJUSTED
 OR0840* NAVD 88 ORTHO HEIGHT -   556.15  (+/-2cm)     1824.6   (feet) VERTCON3
 OR0840  ______________________________________________________________________
 OR0840  GEOID HEIGHT    -        -25.321 (meters)                     GEOID18
 OR0840  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 OR0840  HORZ ORDER      -  FIRST
 OR0840  VERT ORDER      -  THIRD ? (See Below)
 OR0840
 OR0840.The horizontal coordinates were established by classical geodetic methods
 OR0840.and adjusted by the National Geodetic Survey in January 1998.
 OR0840
 OR0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0840
 OR0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0840.GEOID18 height accuracy estimate available here.
 OR0840
 OR0840.The vertical order pertains to the NGVD 29 superseded value.
 OR0840
 OR0840.Click photographs - Photos may exist for this station.
 OR0840
 OR0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0840
 OR0840. The following values were computed from the NAD 83(1996) position.
 OR0840
 OR0840;                    North         East     Units Scale Factor Converg.
 OR0840;SPC SD S     -   183,998.657   718,412.918   MT  0.99992677   +1 01 05.7
 OR0840;SPC SD S     -   603,668.93  2,356,993.05   sFT  0.99992677   +1 01 05.7
 OR0840;UTM  14      - 4,869,674.966   511,445.956   MT  0.99960161   +0 05 56.8
 OR0840
 OR0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0840!SPC SD S     -   0.99991677  x   0.99992677  =   0.99984355
 OR0840!UTM  14      -   0.99991677  x   0.99960161  =   0.99951841
 OR0840
 OR0840:                Primary Azimuth Mark                     Grid Az
 OR0840:SPC SD S     -  LYON                                     216 27 02.0
 OR0840:UTM  14      -  LYON                                     217 22 10.9
 OR0840
 OR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1144569674(NAD 83)
 OR0840
 OR0840|---------------------------------------------------------------------|
 OR0840| PID    Reference Object                     Distance      Geod. Az  |
 OR0840|                                                           dddmmss.s |
 OR0840| AB7235 LOGAN AZ MK                                        0993132.1 |
 OR0840| AB7233 LOGAN RM 1                           56.672 METERS 17855     |
 OR0840| OR0842 LYON                                APPROX.14.2 KM 2172807.7 |
 OR0840| AB7234 LOGAN RM 2                           35.192 METERS 35855     |
 OR0840|---------------------------------------------------------------------|
 OR0840
 OR0840                          SUPERSEDED SURVEY CONTROL
 OR0840
 OR0840  NAD 83(1986)-  43 58 48.43973(N)    098 51 26.22937(W) AD(       ) 1
 OR0840  NAD 27      -  43 58 48.45800(N)    098 51 24.88900(W) AD(       ) 1
 OR0840  NGVD 29             555.80   (m)         1823.5    (f) LEVELING    3  
 OR0840
 OR0840.Superseded values are not recommended for survey control.
 OR0840
 OR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0840.See file dsdata.pdf to determine how the superseded data were derived.
 OR0840
 OR0840_MARKER: DS = TRIANGULATION STATION DISK
 OR0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0840_STAMPING: LOGAN 1934
 OR0840_MARK LOGO: CGS
 OR0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0840+STABILITY: SURFACE MOTION
 OR0840
 OR0840  HISTORY     - Date     Condition        Report By
 OR0840  HISTORY     - 1934     MONUMENTED       CGS
 OR0840
 OR0840                          STATION DESCRIPTION
 OR0840
 OR0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0840'STATION IS LOCATED IN SEC. 15, T 106 N, R 67 W, IN LOGAN
 OR0840'TOWNSHIP, ABOUT 7.5 MILES ESE OF GANN VALLEY, ON PROPERTY
 OR0840'OWNED BY WILLIAM KLEINSCHMIDT AND OCCUPIED BY JOHN PFLAUM.
 OR0840'IT IS 7.5 FEET E OF FENCE.
 OR0840'
 OR0840'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0840'BRONZE DISKS SET IN CONCRETE.
 OR0840'
 OR0840'REFERENCE MARK NO. 1 IS S OF STATION, 10 FEET E OF FENCE.
 OR0840'
 OR0840'REFERENCE MARK NO. 2 IS N OF STATION, 6 FEET E OF FENCE.
 OR0840'
 OR0840'AZIMUTH MARK IS E BY S OF STATION, 34 FEET S OF CENTER LINE
 OR0840'OF ROAD, 1 FOOT N OF FENCE.  TO REACH FROM STATION, GO SE
 OR0840'ACROSS FIELD 0.15 MILE TO ROAD, THENCE LEFT (E) 0.95 MILE
 OR0840'TO MARK ON S SIDE OF ROAD.
 OR0840'
 OR0840'TO REACH THE STATION FROM GANN VALLEY, GO N ON STATE HIGHWAY
 OR0840'45 FOR 3.25 MILES, THENCE RIGHT (E) ON STATE HIGHWAY 34 FOR
 OR0840'8.0 MILES, THENCE RIGHT (S) 7.0 MILES, THENCE RIGHT (W) 1.4
 OR0840'MILES TO MR. PFLAUMS HOUSE ON S, THENCE RIGHT (NW) ACROSS
 OR0840'FIELD 0.2 MILE TO HIGHEST POINT OF HILL AND STATION.
 OR0840'
 OR0840'HEIGHT OF LIGHT ABOVE STATION MARK - 3.56 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0053 ***********************************************************************
 PV0053  DESIGNATION -  LONE
 PV0053  PID         -  PV0053
 PV0053  STATE/COUNTY-  SD/BUTTE
 PV0053  COUNTRY     -  US
 PV0053  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0053
 PV0053                         *CURRENT SURVEY CONTROL
 PV0053  ______________________________________________________________________
 PV0053* NAD 83(1996) POSITION- 44 57 31.41554(N) 104 01 01.43582(W)   ADJUSTED
 PV0053* NAVD 88 ORTHO HEIGHT -  1012.995 (meters)     3323.47  (feet) ADJUSTED
 PV0053  ______________________________________________________________________
 PV0053  GEOID HEIGHT    -        -15.499 (meters)                     GEOID18
 PV0053  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 PV0053  DYNAMIC HEIGHT  -       1012.731 (meters)     3322.60  (feet) COMP
 PV0053  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 PV0053
 PV0053  HORZ ORDER      -  SECOND
 PV0053  VERT ORDER      -  SECOND    CLASS 0
 PV0053
 PV0053.The horizontal coordinates were established by classical geodetic methods
 PV0053.and adjusted by the National Geodetic Survey in January 1998.
 PV0053
 PV0053.The orthometric height was determined by differential leveling and
 PV0053.adjusted by the NATIONAL GEODETIC SURVEY
 PV0053.in June 1991.
 PV0053
 PV0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0053.GEOID18 height accuracy estimate available here.
 PV0053
 PV0053.Click photographs - Photos may exist for this station.
 PV0053
 PV0053.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0053
 PV0053.The dynamic height is computed by dividing the NAVD 88
 PV0053.geopotential number by the normal gravity value computed on the
 PV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0053.degrees latitude (g = 980.6199 gals.).
 PV0053
 PV0053.The modeled gravity was interpolated from observed gravity values.
 PV0053
 PV0053. The following values were computed from the NAD 83(1996) position.
 PV0053
 PV0053;                    North         East     Units Scale Factor Converg.
 PV0053;SPC SD N     -   132,917.891   283,188.719   MT  0.99994041   -2 50 34.9
 PV0053;SPC SD N     -   436,081.45    929,094.99   sFT  0.99994041   -2 50 34.9
 PV0053;SPC WY E     -   495,920.895   290,701.815   MT  1.00003862   +0 48 44.5
 PV0053;SPC WY E     - 1,627,033.80    953,744.20   sFT  1.00003862   +0 48 44.5
 PV0053;UTM  13      - 4,978,835.366   577,525.884   MT  0.99967390   +0 41 40.5
 PV0053
 PV0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0053!SPC SD N     -   0.99984363  x   0.99994041  =   0.99978405
 PV0053!SPC WY E     -   0.99984363  x   1.00003862  =   0.99988224
 PV0053!UTM  13      -   0.99984363  x   0.99967390  =   0.99951758
 PV0053
 PV0053:                Primary Azimuth Mark                     Grid Az
 PV0053:SPC SD N     -  MCCLURE                                  060 28 50.6
 PV0053:SPC WY E     -  MCCLURE                                  056 49 31.2
 PV0053:UTM  13      -  MCCLURE                                  056 56 35.2
 PV0053
 PV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7752578835(NAD 83)
 PV0053
 PV0053|---------------------------------------------------------------------|
 PV0053| PID    Reference Object                     Distance      Geod. Az  |
 PV0053|                                                           dddmmss.s |
 PV0053| PU2389 MCCLURE                             APPROX. 2.7 KM 0573815.7 |
 PV0053| PV0052 LONE RM 1                            18.011 METERS 09430     |
 PV0053| PV0054 LONE RM 2                            17.645 METERS 35044     |
 PV0053|---------------------------------------------------------------------|
 PV0053
 PV0053                          SUPERSEDED SURVEY CONTROL
 PV0053
 PV0053  NAD 83(1993)-  44 57 31.41217(N)    104 01 01.43551(W) AD(       ) 2
 PV0053  NAD 83(1986)-  44 57 31.40409(N)    104 01 01.43059(W) AD(       ) 2
 PV0053  NGVD 29 (??/??/92) 1012.507  (m)         3321.87   (f) ADJ UNCH    2 0
 PV0053  NGVD 29            1012.51   (m)         3321.9    (f) LEVELING    3  
 PV0053
 PV0053.Superseded values are not recommended for survey control.
 PV0053
 PV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0053.See file dsdata.pdf to determine how the superseded data were derived.
 PV0053
 PV0053_MARKER: DS = TRIANGULATION STATION DISK
 PV0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0053_STAMPING: LONE 1962
 PV0053_MARK LOGO: CGS
 PV0053_PROJECTION: FLUSH
 PV0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0053+STABILITY: SURFACE MOTION
 PV0053
 PV0053  HISTORY     - Date     Condition        Report By
 PV0053  HISTORY     - 1962     MONUMENTED       CGS
 PV0053
 PV0053                          STATION DESCRIPTION
 PV0053
 PV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0053'25.4 MI NW FROM BELLE FOURCHE.
 PV0053'ABOUT 11.7 MILES NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PV0053'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 13.7
 PV0053'MILES NORTHWEST ALONG A GRAVELED ROAD, ABOUT 300 FEET WEST OF
 PV0053'A SMALL CURVE, IN SECTION 32, T 12 N, R 1 E, 96 FEET SOUTHWEST
 PV0053'OF THE CENTER LINE OF THE ROAD, ABOUT 6 FEET ABOVE THE LEVEL
 PV0053'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PV0053'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0052 ***********************************************************************
 PV0052  DESIGNATION -  LONE RM 1
 PV0052  PID         -  PV0052
 PV0052  STATE/COUNTY-  SD/BUTTE
 PV0052  COUNTRY     -  US
 PV0052  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0052
 PV0052                         *CURRENT SURVEY CONTROL
 PV0052  ______________________________________________________________________
 PV0052* NAD 83(1986) POSITION- 44 57 31.37   (N) 104 01 00.62   (W)   HD_HELD1
 PV0052* NAVD 88 ORTHO HEIGHT -  1012.284 (meters)     3321.14  (feet) ADJUSTED
 PV0052  ______________________________________________________________________
 PV0052  GEOID HEIGHT    -        -15.499 (meters)                     GEOID18
 PV0052  DYNAMIC HEIGHT  -       1012.020 (meters)     3320.27  (feet) COMP
 PV0052  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 PV0052
 PV0052  VERT ORDER      -  SECOND    CLASS 0
 PV0052
 PV0052.The horizontal coordinates were determined by differentially corrected
 PV0052.hand held GPS observations or other comparable positioning techniques
 PV0052.and have an estimated accuracy of +/- 3 meters.
 PV0052
 PV0052.The orthometric height was determined by differential leveling and
 PV0052.adjusted by the NATIONAL GEODETIC SURVEY
 PV0052.in June 1991.
 PV0052
 PV0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0052.GEOID18 height accuracy estimate available here.
 PV0052
 PV0052.Click photographs - Photos may exist for this station.
 PV0052
 PV0052.The dynamic height is computed by dividing the NAVD 88
 PV0052.geopotential number by the normal gravity value computed on the
 PV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0052.degrees latitude (g = 980.6199 gals.).
 PV0052
 PV0052.The modeled gravity was interpolated from observed gravity values.
 PV0052
 PV0052;                    North         East    Units  Estimated Accuracy
 PV0052;SPC SD N     -   132,915.6     283,206.5     MT  (+/- 3 meters HH1 GPS) 
 PV0052
 PV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7754378834(NAD 83)
 PV0052
 PV0052                          SUPERSEDED SURVEY CONTROL
 PV0052
 PV0052  NGVD 29 (??/??/92) 1011.796  (m)         3319.53   (f) ADJ UNCH    2 0
 PV0052
 PV0052.Superseded values are not recommended for survey control.
 PV0052
 PV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0052.See file dsdata.pdf to determine how the superseded data were derived.
 PV0052
 PV0052_MARKER: DR = REFERENCE MARK DISK
 PV0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0052_STAMPING: LONE NO 1 1962
 PV0052_MARK LOGO: CGS
 PV0052_PROJECTION: FLUSH
 PV0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0052+STABILITY: SURFACE MOTION
 PV0052
 PV0052  HISTORY     - Date     Condition        Report By
 PV0052  HISTORY     - 1962     MONUMENTED       CGS
 PV0052
 PV0052                          STATION DESCRIPTION
 PV0052
 PV0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0052'25.4 MI NW FROM BELLE FOURCHE.
 PV0052'ABOUT 11.7 MILES NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PV0052'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 13.7
 PV0052'MILES NORTHWEST ALONG A GRAVELED ROAD, ABOUT 300 FEET WEST OF A
 PV0052'SMALL CURVE, IN SECTION 32, T 12 N, R 1 E, 57 FEET SOUTHWEST OF
 PV0052'THE CENTER LINE OF THE ROAD, 59.3 FEET EAST OF LONE 1962
 PV0052'TRIANGULATION STATION, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PV0052'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PV0052'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0054 ***********************************************************************
 PV0054  DESIGNATION -  LONE RM 2
 PV0054  PID         -  PV0054
 PV0054  STATE/COUNTY-  SD/BUTTE
 PV0054  COUNTRY     -  US
 PV0054  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0054
 PV0054                         *CURRENT SURVEY CONTROL
 PV0054  ______________________________________________________________________
 PV0054* NAD 83(1986) POSITION- 44 57 31.98   (N) 104 01 01.57   (W)   HD_HELD1
 PV0054* NAVD 88 ORTHO HEIGHT -  1012.628 (meters)     3322.26  (feet) ADJUSTED
 PV0054  ______________________________________________________________________
 PV0054  GEOID HEIGHT    -        -15.499 (meters)                     GEOID18
 PV0054  DYNAMIC HEIGHT  -       1012.364 (meters)     3321.40  (feet) COMP
 PV0054  MODELED GRAVITY -    980,320.9   (mgal)                       NAVD 88
 PV0054
 PV0054  VERT ORDER      -  SECOND    CLASS 0
 PV0054
 PV0054.The horizontal coordinates were determined by differentially corrected
 PV0054.hand held GPS observations or other comparable positioning techniques
 PV0054.and have an estimated accuracy of +/- 3 meters.
 PV0054
 PV0054.The orthometric height was determined by differential leveling and
 PV0054.adjusted by the NATIONAL GEODETIC SURVEY
 PV0054.in June 1991.
 PV0054
 PV0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0054.GEOID18 height accuracy estimate available here.
 PV0054
 PV0054.Click photographs - Photos may exist for this station.
 PV0054
 PV0054.The dynamic height is computed by dividing the NAVD 88
 PV0054.geopotential number by the normal gravity value computed on the
 PV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0054.degrees latitude (g = 980.6199 gals.).
 PV0054
 PV0054.The modeled gravity was interpolated from observed gravity values.
 PV0054
 PV0054;                    North         East    Units  Estimated Accuracy
 PV0054;SPC SD N     -   132,935.4     283,186.6     MT  (+/- 3 meters HH1 GPS) 
 PV0054
 PV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7752278852(NAD 83)
 PV0054
 PV0054                          SUPERSEDED SURVEY CONTROL
 PV0054
 PV0054  NGVD 29 (??/??/92) 1012.140  (m)         3320.66   (f) ADJ UNCH    2 0
 PV0054
 PV0054.Superseded values are not recommended for survey control.
 PV0054
 PV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0054.See file dsdata.pdf to determine how the superseded data were derived.
 PV0054
 PV0054_MARKER: DR = REFERENCE MARK DISK
 PV0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0054_STAMPING: LONE NO 2 1962
 PV0054_MARK LOGO: CGS
 PV0054_PROJECTION: FLUSH
 PV0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0054+STABILITY: SURFACE MOTION
 PV0054
 PV0054  HISTORY     - Date     Condition        Report By
 PV0054  HISTORY     - 1962     MONUMENTED       CGS
 PV0054
 PV0054                          STATION DESCRIPTION
 PV0054
 PV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0054'25.4 MI NW FROM BELLE FOURCHE.
 PV0054'ABOUT 11.7 MILES NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PV0054'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 13.7
 PV0054'MILES NORTHWEST ALONG A GRAVELED ROAD, ABOUT 300 FEET WEST OF
 PV0054'A SMALL CURVE, IN SECTION 32, T 12 N, R 1 E, 64 FEET SOUTHWEST
 PV0054'OF THE CENTER LINE OF THE ROAD, 58.0 FEET NORTH-NORTHWEST OF
 PV0054'LONE 1962 TRIANGULATION STATION, ABOUT 3 FEET ABOVE THE LEVEL
 PV0054'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PV0054'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0767 ***********************************************************************
 OQ0767  DESIGNATION -  LONE TREE
 OQ0767  PID         -  OQ0767
 OQ0767  STATE/COUNTY-  SD/MOODY
 OQ0767  COUNTRY     -  US
 OQ0767  USGS QUAD   -  TRENT (2017)
 OQ0767
 OQ0767                         *CURRENT SURVEY CONTROL
 OQ0767  ______________________________________________________________________
 OQ0767* NAD 83(1996) POSITION- 43 58 43.22642(N) 096 43 46.56701(W)   ADJUSTED
 OQ0767* NAVD 88 ORTHO HEIGHT -   506.300 (meters)     1661.09  (feet) ADJUSTED
 OQ0767  ______________________________________________________________________
 OQ0767  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 OQ0767  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 OQ0767  DYNAMIC HEIGHT  -        506.180 (meters)     1660.69  (feet) COMP
 OQ0767  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 OQ0767
 OQ0767  HORZ ORDER      -  SECOND
 OQ0767  VERT ORDER      -  FIRST     CLASS II
 OQ0767
 OQ0767.The horizontal coordinates were established by classical geodetic methods
 OQ0767.and adjusted by the National Geodetic Survey in January 1998.
 OQ0767
 OQ0767.The orthometric height was determined by differential leveling and
 OQ0767.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0767.in June 1991.
 OQ0767
 OQ0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0767.GEOID18 height accuracy estimate available here.
 OQ0767
 OQ0767.Click photographs - Photos may exist for this station.
 OQ0767
 OQ0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0767
 OQ0767.The dynamic height is computed by dividing the NAVD 88
 OQ0767.geopotential number by the normal gravity value computed on the
 OQ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0767.degrees latitude (g = 980.6199 gals.).
 OQ0767
 OQ0767.The modeled gravity was interpolated from observed gravity values.
 OQ0767
 OQ0767. The following values were computed from the NAD 83(1996) position.
 OQ0767
 OQ0767;                    North         East     Units Scale Factor Converg.
 OQ0767;SPC SD S     -   189,057.012   889,033.155   MT  0.99992661   +2 29 09.7
 OQ0767;SPC SD S     -   620,264.55  2,916,769.61   sFT  0.99992661   +2 29 09.7
 OQ0767;UTM  14      - 4,872,010.124   682,094.106   MT  1.00000783   +1 34 37.1
 OQ0767
 OQ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0767!SPC SD S     -   0.99992469  x   0.99992661  =   0.99985131
 OQ0767!UTM  14      -   0.99992469  x   1.00000783  =   0.99993252
 OQ0767
 OQ0767:                Primary Azimuth Mark                     Grid Az
 OQ0767:SPC SD S     -  DELL RESET                               176 19 09.6
 OQ0767:UTM  14      -  DELL RESET                               177 13 42.2
 OQ0767
 OQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8209472010(NAD 83)
 OQ0767
 OQ0767|---------------------------------------------------------------------|
 OQ0767| PID    Reference Object                     Distance      Geod. Az  |
 OQ0767|                                                           dddmmss.s |
 OQ0767| AB7298 LONE TREE RM 1                       37.152 METERS 11600     |
 OQ0767| AB7300 LONE TREE AZ MK                                    1744218.8 |
 OQ0767| OQ0769 DELL RESET                          APPROX. 9.7 KM 1784819.3 |
 OQ0767| AB7299 LONE TREE RM 2                       34.949 METERS 22836     |
 OQ0767| OQ0841 COLMAN MUNICIPAL TANK               APPROX. 6.7 KM 2743853.3 |
 OQ0767|---------------------------------------------------------------------|
 OQ0767
 OQ0767                          SUPERSEDED SURVEY CONTROL
 OQ0767
 OQ0767  NAD 83(1986)-  43 58 43.22858(N)    096 43 46.54538(W) AD(       ) 2
 OQ0767  NAD 27      -  43 58 43.33200(N)    096 43 45.36500(W) AD(       ) 2
 OQ0767
 OQ0767.Superseded values are not recommended for survey control.
 OQ0767
 OQ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0767.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0767
 OQ0767_MARKER: DS = TRIANGULATION STATION DISK
 OQ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0767_STAMPING: LONE TREE 1949
 OQ0767_MARK LOGO: CGS
 OQ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0767+STABILITY: SURFACE MOTION
 OQ0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0767+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1990
 OQ0767
 OQ0767  HISTORY     - Date     Condition        Report By
 OQ0767  HISTORY     - 1949     MONUMENTED       CGS
 OQ0767  HISTORY     - 1949     GOOD             CGS
 OQ0767  HISTORY     - 19900730 GOOD             NGS
 OQ0767  HISTORY     - 20110330 MARK NOT FOUND   INDIV
 OQ0767
 OQ0767                          STATION DESCRIPTION
 OQ0767
 OQ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0767'STATION IS LOCATED ABOUT 4 MILES EAST OF COLMAN IN THE SMALL
 OQ0767'VILLAGE OF LONE TREE AT THE JUNCTION OF U.S. HIGHWAY 77 AND
 OQ0767'STATE ROUTE 34.  STATION IS 59 FEET EAST SOUTHEAST OF A LARGE
 OQ0767'TREE, 51 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND 17 FEET
 OQ0767'SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 OQ0767'IS STAMPED LONE TREE 1949.
 OQ0767'
 OQ0767'REFERENCE MARK NO. 1 IS 35 FEET SOUTHWEST OF THE CENTERLINE OF
 OQ0767'U.S. HIGHWAY 77 AT POINT OF CURVE IN HIGHWAY, 6 FEET SOUTHWEST
 OQ0767'OF POWER POLE AND 1 FOOT SOUTHWEST OF FENCE.  THE MARK PROJECTS
 OQ0767'ABOUT 2 INCHES AND THE DISK IS STAMPED LONE TREE NO 1 1949.
 OQ0767'
 OQ0767'REFERENCE MARK NO. 2 IS 25 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 OQ0767'LARGE CORN CRIB, AND 1 FOOT NORTHWEST OF POWER POLE.  THE MARK
 OQ0767'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED LONE TREE NO 2
 OQ0767'1949.
 OQ0767'
 OQ0767'AZIMUTH MARK IS 43 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 OQ0767'77 AND 1 FOOT NORTH OF FENCECORNER.  THE MARK PROJECTS ABOUT 5
 OQ0767'INCHES AND THE DISK IS STAMPED LONE TREE 1949.
 OQ0767'
 OQ0767'TO REACH FROM THE SOUTH EDGE OF COLMAN GO EAST ON STATE ROUTE
 OQ0767'34 FOR 4.2 MILES TO LONE TREE AND JUNCTION WITH U.S. HIGHWAY 77
 OQ0767'AND STATION ON RIGHT IN SOUTHWEST ANGLE OF JUNCTION AS DESCRIBED.
 OQ0767'GO SOUTH ON U.S. HIGHWAY 77 FOR 0.45 MILE TO AZIMUTH MARK ON
 OQ0767'RIGHT OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 OQ0767'
 OQ0767'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OQ0767
 OQ0767                          STATION RECOVERY (1949)
 OQ0767
 OQ0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0767'RECOVERED IN GOOD CONDITION.
 OQ0767
 OQ0767                          STATION RECOVERY (1990)
 OQ0767
 OQ0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0767'6.8 KM (4.2 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 OQ0767'MAIN STREET IN COLEMAN, 2.3 M (7.5 FT) EAST OF THE INTERSECTION OF
 OQ0767'INTERSTATE HIGHWAY 29, 60.8 M (199.5 FT) WEST OF THE CENTER OF A
 OQ0767'PAVED ROAD LEADING SOUTH, 31.4 M (103.0 FT) EAST-NORTHEAST OF THE
 OQ0767'NORTHEAST CORNER OF A BARN, 19.4 M (63.6 FT) SOUTH OF AND LEVEL WITH
 OQ0767'THE HIGHWAY CENTERLINE, 18.1 M (59.4 FT) SOUTHEAST OF THE MOST
 OQ0767'EASTERLY OF 4 LARGE TREES, 5.55 M (18.21 FT) SOUTH-SOUTHWEST OF A
 OQ0767'WITNESS POST AND FENCE, THE MONUMENT IS FLUSH WITH THE GROUND
 OQ0767'SURFACE.
 OQ0767
 OQ0767                          STATION RECOVERY (2011)
 OQ0767
 OQ0767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0406 ***********************************************************************
 QQ0406  DESIGNATION -  LONESOME
 QQ0406  PID         -  QQ0406
 QQ0406  STATE/COUNTY-  SD/DAY
 QQ0406  COUNTRY     -  US
 QQ0406  USGS QUAD   -  LONESOME LAKE (2017)
 QQ0406
 QQ0406                         *CURRENT SURVEY CONTROL
 QQ0406  ______________________________________________________________________
 QQ0406* NAD 83(1996) POSITION- 45 12 39.89389(N) 097 13 44.81872(W)   ADJUSTED
 QQ0406* NAVD 88 ORTHO HEIGHT -   611.    (meters)     2005.    (feet) SCALED
 QQ0406  ______________________________________________________________________
 QQ0406  GEOID HEIGHT    -        -25.208 (meters)                     GEOID18
 QQ0406  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 QQ0406  HORZ ORDER      -  SECOND
 QQ0406
 QQ0406.The horizontal coordinates were established by classical geodetic methods
 QQ0406.and adjusted by the National Geodetic Survey in January 1998.
 QQ0406
 QQ0406.The orthometric height was scaled from a topographic map.
 QQ0406
 QQ0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0406.GEOID18 height accuracy estimate available here.
 QQ0406
 QQ0406.Click photographs - Photos may exist for this station.
 QQ0406
 QQ0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0406
 QQ0406. The following values were computed from the NAD 83(1996) position.
 QQ0406
 QQ0406;                    North         East     Units Scale Factor Converg.
 QQ0406;SPC SD N     -   156,824.105   817,616.840   MT  0.99994300   +1 57 39.8
 QQ0406;SPC SD N     -   514,513.75  2,682,464.58   sFT  0.99994300   +1 57 39.8
 QQ0406;UTM  14      - 5,007,924.736   639,059.172   MT  0.99983777   +1 15 25.2
 QQ0406
 QQ0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0406!SPC SD N     -   0.99990812  x   0.99994300  =   0.99985112
 QQ0406!UTM  14      -   0.99990812  x   0.99983777  =   0.99974590
 QQ0406
 QQ0406:                Primary Azimuth Mark                     Grid Az
 QQ0406:SPC SD N     -  LONESOME AZ MK                           028 18 47.1
 QQ0406:UTM  14      -  LONESOME AZ MK                           029 01 01.7
 QQ0406
 QQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3905907924(NAD 83)
 QQ0406
 QQ0406|---------------------------------------------------------------------|
 QQ0406| PID    Reference Object                     Distance      Geod. Az  |
 QQ0406|                                                           dddmmss.s |
 QQ0406| CO5907 LONESOME RM 2                         7.202 METERS 00558     |
 QQ0406| CO5905 LONESOME AZ MK                                     0301626.9 |
 QQ0406| CO5906 LONESOME RM 1                         7.080 METERS 12549     |
 QQ0406| QQ0420 WAUBAY MUNICIPAL WATER TANK         APPROX.15.0 KM 3365511.5 |
 QQ0406|---------------------------------------------------------------------|
 QQ0406
 QQ0406                          SUPERSEDED SURVEY CONTROL
 QQ0406
 QQ0406  NAD 83(1986)-  45 12 39.89390(N)    097 13 44.80392(W) AD(       ) 2
 QQ0406  NAD 27      -  45 12 40.03248(N)    097 13 43.51081(W) AD(       ) 2
 QQ0406
 QQ0406.Superseded values are not recommended for survey control.
 QQ0406
 QQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0406.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0406
 QQ0406_MARKER: DS = TRIANGULATION STATION DISK
 QQ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0406_STAMPING: LONESOME 1952
 QQ0406_MARK LOGO: CGS
 QQ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0406+STABILITY: SURFACE MOTION
 QQ0406
 QQ0406  HISTORY     - Date     Condition        Report By
 QQ0406  HISTORY     - 1952     MONUMENTED       CGS
 QQ0406
 QQ0406                          STATION DESCRIPTION
 QQ0406
 QQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0406'THE STATION IS ABOUT 8-1/2 MILES SOUTH AND 3-1/2 MILES EAST OF
 QQ0406'WAUBAY, 2 MILES NORTH OF LONESOME LAKE, 0.15 MILE WEST OF THE
 QQ0406'GRANT-DAY COUNTY LINE, IN THE SOUTHEAST 1/4 SEC. 36, T 120 N, R
 QQ0406'53 W, ON THE HIGHEST POINT OF A ROCKY RIDGE OWNED BY HOWARD
 QQ0406'MONSERUD.  IT IS ABOUT 200 YARDS WEST OF A NORTH-SOUTH FENCE AND
 QQ0406'100 YARDS NORTH OF A EAST-WEST FENCE.
 QQ0406'
 QQ0406'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND
 QQ0406'81 AT BROOKS CORNER WHICH IS ABOUT 4-1/2 MILES EAST OF ORTLEY, GO
 QQ0406'SOUTH ON HIGHWAY 81 FOR 6.8 MILES TO A CROSS ROAD, TURN RIGHT AND
 QQ0406'GO WEST GRAVELED ROAD FOR 5.8 MILES TO A CROSSROADS, TURN LEFT AND
 QQ0406'GO SOUTH 0.7 MILE TO A FARMHOUSE ON THE LEFT AND A GATE AND THE
 QQ0406'AZIMUTH MARK ON THE RIGHT, PASS THROUGH THE GATE AND GO WEST
 QQ0406'0.1 MILE TO A FENCE CORNER, BEAR RIGHT AND GO SOUTH AND WEST TO
 QQ0406'THE HIGHEST POINT AND THE STATION.
 QQ0406'
 QQ0406'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0406'LONESOME 1952.
 QQ0406'
 QQ0406'REFERENCE MARK 1 IS 5 FEET SOUTHWEST OF A LARGE BOULDER.  THE
 QQ0406'MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2 INCH IRON PIPE
 QQ0406'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED LONESOME NO 1 1952.
 QQ0406'
 QQ0406'REFERENCE MARK 2 IS SET BETWEEN TWO BOULDERS OF ABOUT THE
 QQ0406'SAME SIZE.  THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 QQ0406'2 INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED
 QQ0406'LONESOME NO 2 1952.
 QQ0406'
 QQ0406'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF THE ROAD, 5 FEET
 QQ0406'SOUTHWEST OF A POWER LINE POLE, 3 FEET NORTH OF A 4 X 4 INCH
 QQ0406'WHITE WITNESS POST AND 2 FEET SOUTHWEST OF A FENCE CORNER.  THE
 QQ0406'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LONESOME 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0807 ***********************************************************************
 QS0807  DESIGNATION -  LONESOME
 QS0807  PID         -  QS0807
 QS0807  STATE/COUNTY-  SD/CORSON
 QS0807  COUNTRY     -  US
 QS0807  USGS QUAD   -  KLINE BUTTES (2017)
 QS0807
 QS0807                         *CURRENT SURVEY CONTROL
 QS0807  ______________________________________________________________________
 QS0807* NAD 83(1996) POSITION- 45 46 09.75314(N) 100 33 53.00406(W)   ADJUSTED
 QS0807* NAVD 88 ORTHO HEIGHT -   692.4   (meters)     2272.    (feet) VERTCON3
 QS0807  ______________________________________________________________________
 QS0807  GEOID HEIGHT    -        -21.475 (meters)                     GEOID18
 QS0807  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 QS0807  HORZ ORDER      -  FIRST
 QS0807
 QS0807.The horizontal coordinates were established by classical geodetic methods
 QS0807.and adjusted by the National Geodetic Survey in January 1998.
 QS0807
 QS0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0807
 QS0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0807.GEOID18 height accuracy estimate available here.
 QS0807
 QS0807.Click photographs - Photos may exist for this station.
 QS0807
 QS0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0807
 QS0807. The following values were computed from the NAD 83(1996) position.
 QS0807
 QS0807;                    North         East     Units Scale Factor Converg.
 QS0807;SPC SD N     -   215,300.639   556,072.854   MT  1.00001774   -0 23 58.8
 QS0807;SPC SD N     -   706,365.51  1,824,382.36   sFT  1.00001774   -0 23 58.8
 QS0807;UTM  14      - 5,069,614.599   378,337.846   MT  0.99978197   -1 07 16.8
 QS0807
 QS0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0807!SPC SD N     -   0.99989483  x   1.00001774  =   0.99991257
 QS0807!UTM  14      -   0.99989483  x   0.99978197  =   0.99967682
 QS0807
 QS0807:                Primary Azimuth Mark                     Grid Az
 QS0807:SPC SD N     -  LONESOME AZ MK                           050 09 37.8
 QS0807:UTM  14      -  LONESOME AZ MK                           050 52 55.8
 QS0807
 QS0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7833769614(NAD 83)
 QS0807
 QS0807|---------------------------------------------------------------------|
 QS0807| PID    Reference Object                     Distance      Geod. Az  |
 QS0807|                                                           dddmmss.s |
 QS0807| CO5904 LONESOME RM 2                        20.485 METERS 02046     |
 QS0807| CO5902 LONESOME AZ MK                                     0494539.0 |
 QS0807| CO5903 LONESOME RM 1                        37.635 METERS 27702     |
 QS0807|---------------------------------------------------------------------|
 QS0807
 QS0807                          SUPERSEDED SURVEY CONTROL
 QS0807
 QS0807  NAD 83(1986)-  45 46 09.74386(N)    100 33 53.00008(W) AD(       ) 1
 QS0807  NAD 27      -  45 46 09.74700(N)    100 33 51.51200(W) AD(       ) 1
 QS0807  NGVD 29 (07/19/86)  692.0    (m)         2270.     (f) VERT ANG       
 QS0807
 QS0807.Superseded values are not recommended for survey control.
 QS0807
 QS0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0807.See file dsdata.pdf to determine how the superseded data were derived.
 QS0807
 QS0807_MARKER: DS = TRIANGULATION STATION DISK
 QS0807_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QS0807_STAMPING: LONESOME 1934
 QS0807_MARK LOGO: CGS
 QS0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0807
 QS0807  HISTORY     - Date     Condition        Report By
 QS0807  HISTORY     - 1934     MONUMENTED       CGS
 QS0807  HISTORY     - 1945     GOOD             CGS
 QS0807  HISTORY     - 1948     GOOD             CGS
 QS0807  HISTORY     - 1952     GOOD             CGS
 QS0807
 QS0807                          STATION DESCRIPTION
 QS0807
 QS0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0807'STATION IS LOCATED ABOUT 8 MILES NNW OF WAKAPALA, 5 MILES
 QS0807'E OF MAHTO, AND 3 MILES N OF JEFFREY SIDINGS ON THE CHICAGO,
 QS0807'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY.  IT IS NEAR THE S
 QS0807'END AND IS ON THE HIGHEST POINT OF A FLAT-TOPPED BUTTE LOCALLY
 QS0807'KNOWN AS LONESOME BUTTE.  THE STATION IS IN SEC. 19, T 21 N,
 QS0807'R 29 E, AND IS PROBABLY ON U.S. GOVERNMENT INDIAN ALLOTMENT
 QS0807'LAND.
 QS0807'
 QS0807'THE STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 QS0807'THE TOP OF A CLAY PIPE TILE.  IT IS 30 FEET
 QS0807'N OF THE S EDGE OF THE BUTTE AND PROJECTS 5 INCHES.
 QS0807'
 QS0807'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 QS0807'HOLES IN BOULDERS.
 QS0807'
 QS0807'REFERENCE MARK NO. 1 IS W OF THE STATION.
 QS0807'
 QS0807'REFERENCE MARK NO. 2 IS NNE OF THE STATION.
 QS0807'
 QS0807'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QS0807'IT IS NE OF THE STATION AND IS ON THE
 QS0807'N SIDE OF THE ROAD LEADING UP TO THE S END OF LONESOME BUTTE.
 QS0807'IT IS AT A POINT WHERE THE ABOVE MENTIONED ROAD PASSES OVER
 QS0807'A SADDLE BETWEEN TWO LOW CONE-SHAPED HILLS.
 QS0807'
 QS0807'TO REACH THE STATION FROM WAKAPALA, GO N FROM THE SCHOOL AND
 QS0807'THEN E ON THE KENEL-WAKAPALA ROAD, 2.8 MILES.  THEN TURN N
 QS0807'AND FOLLOW MAIN ROAD 10.5 MILES TO A T-INTERSECTION.  (THERE
 QS0807'IS A SMALL WHITE CHURCH IN THE NW ANGLE OF THIS INTERSECTION.)
 QS0807'HERE TURN LEFT, W, AND FOLLOW GRADED ROAD 2.5 MILES TO A TRACK
 QS0807'ROAD ON THE LEFT.  LEAVE GRADED ROAD, TURN LEFT, S, AND FOLLOW
 QS0807'TRACK SW 0.5 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 QS0807'SW 0.6 MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW TRACK
 QS0807'W TO A G.L.O. MARK STAMPED SECTIONS 8, 9, 16, 17, T 21 N, R
 QS0807'29 E.  TURN S AT THIS MARKER AND FOLLOW ROAD 0.5 MILE TO A FORK.
 QS0807'TAKE THE LEFT FORK AND GO SW 0.2 MILE TO TOP OF SADDLE.
 QS0807'(AZIMUTH MARK IS ON LEFT SIDE OF ROAD AT THIS POINT.)
 QS0807'CONTINUE ON TRAIL 0.6 MILE, THEN LEAVE TRAIL AND GO 0.5 MILE
 QS0807'TO BASE OF S END OF THE BUTTE.  FROM THIS POINT PACK UP
 QS0807'STEEP SLOPE TO TOP OF BUTTE AND STATION.  A 10-MINUTE
 QS0807'PACK WITH A HEAVY LOAD.
 QS0807'
 QS0807'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 QS0807
 QS0807                          STATION RECOVERY (1945)
 QS0807
 QS0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0807'ALL MARKS AT THIS STATION WERE FOUND AS DESCRIBED AND IN GOOD
 QS0807'CONDITION.
 QS0807'
 QS0807'BETTER REACHED FROM MAHTO AS FOLLOWS--FROM THE RAILROAD STATION,
 QS0807'CROSS TRACKS AND GO N AND E FOR 0.5 MILE TO FORK, TAKE THE LEFT
 QS0807'FORK AND GO N FOR 3.0 MILES TO CROSS ROAD, TURN RIGHT HERE
 QS0807'AND GO 5.6 MILES TO THE E END OF A CULTIVATED FIELD ON THE
 QS0807'RIGHT (THIS POINT IS ABOUT 0.25 MILE W FROM A COUNTRY SCHOOL),
 QS0807'TURN RIGHT OFF GRADED DIRT ROAD ON DIM TRACK ROAD AND GO S
 QS0807'0.5 MILE TO GATE, PASS THROUGH GATE AND CONTINUE STRAIGHT
 QS0807'AHEAD ON TRACK 0.4 MILE TO FORK, KEEP RIGHT FORK AND PASS TO
 QS0807'RIGHT OF FENCE CORNER, THEN BARE RIGHT SLIGHTLY ON TRACKS
 QS0807'SSE FOR 0.6 MILE TO FENCE, LIFT OUT POSTS AND CROSS FENCE
 QS0807'AND GO STRAIGHT AHEAD FOR 0.25 MILE TO AZIMUTH MARK IN LOW
 QS0807'SADDLE BETWEEN TWO CONE-SHAPED HILLS, FROM HERE CONTINUE
 QS0807'SE ON TRACKS FOR ABOUT 0.6 MILE.  TURN RIGHT THROUGH
 QS0807'FENCE AND DRIVE SW ABOUT 0.5 MILE TO THE BASE OF BUTTE
 QS0807'AND END OF TRUCK TRAVEL.  FROM HERE PACK TO TOP OF BUTTE
 QS0807'AND STATION.  A 10-MINUTE PACK.
 QS0807
 QS0807                          STATION RECOVERY (1948)
 QS0807
 QS0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0807'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 QS0807'TO BE IN GOOD CONDITION.  ONE OF THE REFERENCE MARKS HAD
 QS0807'BEEN REPORTED LOST, BUT WAS FOUND BY THIS PARTY.  THIS STATION
 QS0807'WAS NOT OCCUPIED IN 1948 BUT WAS USED AS A LIGHT STAND.  A
 QS0807'COMPLETE DESCRIPTION TO REACH THE STATION FOLLOWS--
 QS0807'
 QS0807'TO REACH FROM THE WAKPALA POST OFFICE, GO EAST ONE BLOCK TO THE
 QS0807'WAKPALA HIGHSCHOOL, TURN LEFT ABOUT 0.05 MILE TO A T-INTERSECTION,
 QS0807'THEN TURN RIGHT AND FOLLOW MAIN TRAVELLED ROAD EAST FOR 2.5
 QS0807'MILES TO A CROSSROADS.  TURN LEFT AND FOLLOW MAIN ROAD FOR 10.35
 QS0807'MILES TO A T-ROAD LEFT AND A SMALL WHITE CHURCH IN THE NORTHWEST
 QS0807'ANGLE OF THE INTERSECTION.  TURN LEFT AND GO WEST FOR 3.1
 QS0807'MILES TO A SCHOOL ON RIGHT.  CONTINUE WEST 1.05 MILES THEN
 QS0807'TURN LEFT AND FOLLOW PLAIN TRACK ROAD SOUTH AND WEST FOR 1.65
 QS0807'MILE.  PASS TO LEFT OF A SMALL HOUSE AND FOLLOW FIELD ROAD
 QS0807'SOUTHERLY FOR 0.75 MILE TO SOUTH EDGE OF HAYFIELD ON LEFT.
 QS0807'TURN LEFT AND DRIVE EASTERLY ACROSS COUNTRY FOR 0.6 MILE TO
 QS0807'END OF VEHICULAR TRAVEL AT NORTH END OF BUTTE.  PACK
 QS0807'SOUTHERLY ABOUT 0.15 MILE TO HIGHEST POINT AND STATION.
 QS0807
 QS0807                          STATION RECOVERY (1952)
 QS0807
 QS0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0807'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 QS0807'ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE WITH THE EXCEPTION
 QS0807'OF THE DESCRIPTION TO REACH THE STATION.  DUE TO ROAD CHANGES
 QS0807'THE FOLLOWING DESCRIPTION TO REACH THE STATION IS SUBMITTED.
 QS0807'
 QS0807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 12
 QS0807'AND STATE HIGHWAY NO. 63 AT THE NORTH EDGE OF MC LAUGHLIN,
 QS0807'GO NORTH ON NO. 63 FOR 1.2 MILES.  THEN RIGHT, EAST, ON A GRAVELED
 QS0807'ROAD FOR 13.55 MILES.  TURN RIGHT, SOUTH, ON THE MAIN TRAVELED
 QS0807'GRAVELED ROAD FOR 1.9 MILES TO A SCHOOL HOUSE ON THE RIGHT.  THEN
 QS0807'TURN RIGHT, WEST, ON A DIRT ROAD FOR 1.05 MILE.  THEN LEFT,
 QS0807'SOUTHERLY, ON A TRACK ROAD FOR 1.65 MILE TO A SMALL HOUSE ON
 QS0807'THE RIGHT.  CONTINUE SOUTHERLY FOR 0.9 MILE.  THEN LEFT,
 QS0807'EASTERLY ALONG THE SOUTH EDGE OF A GRAIN FIELD FOR 0.35
 QS0807'MILE.  THEN BEAR RIGHT, SOUTHEASTERLY, FOR 0.15 MILE TO
 QS0807'THE TOP OF A SADDLE AND THE END OF TRUCK TRAVEL.  PACK
 QS0807'SOUTHERLY ABOUT 0.2 MILE TO THE STATION NEAR THE SOUTH
 QS0807'EDGE OF THE BUTTE.  TO REACH THE AZIMUTH MARK FROM THE
 QS0807'END OF TRUCK TRAVEL, GO NORTHEASTERLY ACROSS PASTURE LAND FOR
 QS0807'0.3 MILE TO A WIRE FENCE.  TAKE DOWN THE FENCE, CONTINUE
 QS0807'NORTHEASTERLY ACROSS PASTURE LAND FOR 0.5 MILE TO THE MARK
 QS0807'BETWEEN TWO SMALL CONE SHAPED BUTTES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2355 ***********************************************************************
 PU2355  DESIGNATION -  LONETREE
 PU2355  PID         -  PU2355
 PU2355  STATE/COUNTY-  SD/BUTTE
 PU2355  COUNTRY     -  US
 PU2355  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU2355
 PU2355                         *CURRENT SURVEY CONTROL
 PU2355  ______________________________________________________________________
 PU2355* NAD 83(1996) POSITION- 44 56 41.99947(N) 103 38 56.43414(W)   ADJUSTED
 PU2355* NAVD 88 ORTHO HEIGHT -  1008.21  (+/-2cm)     3307.8   (feet) VERTCON3
 PU2355  ______________________________________________________________________
 PU2355  GEOID HEIGHT    -        -16.077 (meters)                     GEOID18
 PU2355  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 PU2355  HORZ ORDER      -  SECOND
 PU2355  VERT ORDER      -  THIRD ? (See Below)
 PU2355
 PU2355.The horizontal coordinates were established by classical geodetic methods
 PU2355.and adjusted by the National Geodetic Survey in January 1998.
 PU2355
 PU2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2355
 PU2355.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2355.GEOID18 height accuracy estimate available here.
 PU2355
 PU2355.The vertical order pertains to the NGVD 29 superseded value.
 PU2355
 PU2355.Click photographs - Photos may exist for this station.
 PU2355
 PU2355.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2355
 PU2355. The following values were computed from the NAD 83(1996) position.
 PU2355
 PU2355;                    North         East     Units Scale Factor Converg.
 PU2355;SPC SD N     -   130,019.669   312,126.569   MT  0.99994082   -2 34 57.2
 PU2355;SPC SD N     -   426,572.86  1,024,035.25   sFT  0.99994082   -2 34 57.2
 PU2355;UTM  13      - 4,977,728.351   606,580.573   MT  0.99973968   +0 57 16.1
 PU2355
 PU2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2355!SPC SD N     -   0.99984447  x   0.99994082  =   0.99978530
 PU2355!UTM  13      -   0.99984447  x   0.99973968  =   0.99958419
 PU2355
 PU2355:                Primary Azimuth Mark                     Grid Az
 PU2355:SPC SD N     -  LONETREE AZ MK                           188 59 21.2
 PU2355:UTM  13      -  LONETREE AZ MK                           185 27 07.9
 PU2355
 PU2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0658077728(NAD 83)
 PU2355
 PU2355|---------------------------------------------------------------------|
 PU2355| PID    Reference Object                     Distance      Geod. Az  |
 PU2355|                                                           dddmmss.s |
 PU2355| CP9875 LONETREE RM 2                        14.189 METERS 00056     |
 PU2355| CP9874 LONETREE RM 1                        14.386 METERS 09821     |
 PU2355| CP9873 LONETREE AZ MK                                     1862424.0 |
 PU2355|---------------------------------------------------------------------|
 PU2355
 PU2355                          SUPERSEDED SURVEY CONTROL
 PU2355
 PU2355  NAD 83(1993)-  44 56 41.99482(N)    103 38 56.43325(W) AD(       ) 2
 PU2355  NAD 83(1986)-  44 56 41.98895(N)    103 38 56.42997(W) AD(       ) 2
 PU2355  NAD 27      -  44 56 42.02620(N)    103 38 54.72050(W) AD(       ) 2
 PU2355  NGVD 29            1007.71   (m)         3306.1    (f) LEVELING    3  
 PU2355
 PU2355.Superseded values are not recommended for survey control.
 PU2355
 PU2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2355.See file dsdata.pdf to determine how the superseded data were derived.
 PU2355
 PU2355_MARKER: DS = TRIANGULATION STATION DISK
 PU2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2355_STAMPING: LONETREE 1950
 PU2355_MARK LOGO: CGS
 PU2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2355+STABILITY: SURFACE MOTION
 PU2355
 PU2355  HISTORY     - Date     Condition        Report By
 PU2355  HISTORY     - 1950     MONUMENTED       CGS
 PU2355  HISTORY     - 1962     GOOD             CGS
 PU2355
 PU2355                          STATION DESCRIPTION
 PU2355
 PU2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2355'THE STATION IS LOCATED ABOUT 18-1/2 MILES NORTH AND 5 MILES
 PU2355'WEST OF NISLAND, 145 FEET EAST OF THE APPROXIMATE CENTER OF A
 PU2355'LARGE FLAT BOULDER, AND 9 FEET EAST OF A WITNESS POST.
 PU2355'
 PU2355'TO REACH THE STATION FROM A POINT ON U.S. HIGHWAY 212 JUST
 PU2355'NORTH OF THE WATER TANK IN NISLAND, GO WEST ON THE HIGHWAY FOR
 PU2355'2.7 MILES TO A CROSS ROAD.  TURN RIGHT, NORTH, AND FOLLOW THE
 PU2355'MAIN GRAVELED ROAD FOR 5.7 MILES TO A FORK.  BEAR LEFT, WEST,
 PU2355'AND GO FOR 2.0 MILES TO ANOTHER CROSS ROAD AND A SCHOOL HOUSE
 PU2355'IN THE NORTHEAST CORNER.  TURN RIGHT, NORTH, AND FOLLOW THE
 PU2355'MAIN GRAVELED ROAD FOR 9.7 MILES TO A WOODEN BRIDGE.  CROSS
 PU2355'BRIDGE, AND CONTINUE NORTHERLY ON THE MAIN ROAD FOR 2.6 MILES
 PU2355'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 PU2355'NORTHERLY ON THE HIGHWAY FOR 0.4 MILE TO A TRACK ROAD ON THE
 PU2355'RIGHT.  TURN RIGHT, EAST, LEAVE TRACK ROAD AND GO ACROSS
 PU2355'PASTURE LAND FOR 0.05 MILE TO THE HIGHEST POINT OF A LOW
 PU2355'HILL AND THE STATION AS DESCRIBED.
 PU2355'
 PU2355'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2355'LONETREE 1950
 PU2355'
 PU2355'REFERENCE MARK NO. 1 IS 68 FEET WEST OF THE APPROXIMATE
 PU2355'CENTER OF A LARGE FLAT BOULDER.  THE MARK PROJECTS 6 INCHES,
 PU2355'AND THE DISK IS STAMPED LONETREE NO 1 1950.
 PU2355'
 PU2355'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2355'LONETREE NO 2 1950.
 PU2355'
 PU2355'THE AZIMUTH MARK IS 55 FEET EAST OF THE CENTER OF THE ROAD, AND
 PU2355'4 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 PU2355'AND THE DISK IS STAMPED LONETREE 1950.
 PU2355'
 PU2355'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2355'CYLINDERS.
 PU2355
 PU2355                          STATION RECOVERY (1962)
 PU2355
 PU2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2355'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PU2355'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 PU2355'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 PU2355'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 PU2355'
 PU2355'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PU2355'
 PU2355'THE STATION IS 20 MILES NORTHEAST OF BELLE FOURCHE, 5-3/4 MILES
 PU2355'EAST OF U.S. HIGHWAY 85, 0.05 MILE EAST OF A NORTH-SOUTH GRAVEL
 PU2355'ROAD, ON THE WEST END OF A LOW BARREN RIDGE WHICH HAS SOME
 PU2355'LARGE SCATTERED BOULDERS ALONG ITS CREST, IN THE WEST CENTRAL
 PU2355'EDGE OF SECTION 4, T 11 N, R 4 E, AND ON PROPERTY OWNED BY
 PU2355'MR. LEW THURBER.
 PU2355'
 PU2355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 PU2355'212 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY
 PU2355'85 FOR 13.4 MILES TO A SIDE ROAD ON THE RIGHT AT THE SUMMIT OF A
 PU2355'RIDGE.  TURN RIGHT AND GO EASTERLY ON A GRAVEL ROAD FOR 7.9 MILES
 PU2355'TO A T-ROAD.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 5.0
 PU2355'MILES TO A FIELD APPROACH ON THE LEFT, A WIRE GATE AND THE
 PU2355'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE GRAVEL ROAD
 PU2355'FOR 0.4 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS
 PU2355'THROUGH THE GATE AND GO EASTERLY ON A DIM TRACK ROAD, ALONG THE
 PU2355'CREST OF A RIDGE FOR 0.05 MILE TO THE STATION.
 PU2355'
 PU2355'STATION MARK IS A STANDARD DISK STAMPED LONETREE 1950, SET
 PU2355'IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 142
 PU2355'FEET EAST OF THE EAST EDGE OF A LARGE FLAT BOULDER, 110 FEET
 PU2355'WEST OF THE WEST EDGE OF A LARGE FLAT BOULDER, 8 FEET SOUTH OF
 PU2355'THE CENTER OF THE DIM TRACK ROAD AND 5.5 FEET EAST OF A METAL
 PU2355'WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 PU2355'
 PU2355'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LONETREE NO 1
 PU2355'1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 PU2355'IT IS 63 FEET WEST OF THE WEST EDGE OF THE LARGE BOULDER.
 PU2355'
 PU2355'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LONETREE NO 2
 PU2355'1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 PU2355'IT IS 48 FEET NORTH OF THE METAL WITNESS POST.
 PU2355'
 PU2355'AZIMUTH MARK IS A STANDARD DISK STAMPED LONETREE 1950, SET IN
 PU2355'A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 57 FEET
 PU2355'EAST OF THE CENTER OF A GRAVEL ROAD, 20 FEET SOUTHEAST OF THE
 PU2355'SOUTH GATE POST OF A WIRE GATE, 16.5 FEET EAST OF A METAL WITNESS
 PU2355'POST IN A FENCE.
 PU2355'
 PU2355'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0387 ***********************************************************************
 QQ0387  DESIGNATION -  LONG
 QQ0387  PID         -  QQ0387
 QQ0387  STATE/COUNTY-  SD/MARSHALL
 QQ0387  COUNTRY     -  US
 QQ0387  USGS QUAD   -  LAKE CITY (2017)
 QQ0387
 QQ0387                         *CURRENT SURVEY CONTROL
 QQ0387  ______________________________________________________________________
 QQ0387* NAD 83(1996) POSITION- 45 43 09.92854(N) 097 24 13.57302(W)   ADJUSTED
 QQ0387* NAVD 88 ORTHO HEIGHT -   583.94  (+/-2cm)     1915.8   (feet) VERTCON3
 QQ0387  ______________________________________________________________________
 QQ0387  GEOID HEIGHT    -        -25.233 (meters)                     GEOID18
 QQ0387  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 QQ0387  HORZ ORDER      -  SECOND
 QQ0387  VERT ORDER      -  THIRD ? (See Below)
 QQ0387
 QQ0387.The horizontal coordinates were established by classical geodetic methods
 QQ0387.and adjusted by the National Geodetic Survey in January 1998.
 QQ0387
 QQ0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0387
 QQ0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0387.GEOID18 height accuracy estimate available here.
 QQ0387
 QQ0387.The vertical order pertains to the NGVD 29 superseded value.
 QQ0387
 QQ0387.Click photographs - Photos may exist for this station.
 QQ0387
 QQ0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0387
 QQ0387. The following values were computed from the NAD 83(1996) position.
 QQ0387
 QQ0387;                    North         East     Units Scale Factor Converg.
 QQ0387;SPC SD N     -   212,836.260   802,093.417   MT  1.00000717   +1 50 14.8
 QQ0387;SPC SD N     -   698,280.30  2,631,534.82   sFT  1.00000717   +1 50 14.8
 QQ0387;UTM  14      - 5,064,113.404   624,222.623   MT  0.99978972   +1 08 34.6
 QQ0387
 QQ0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0387!SPC SD N     -   0.99991242  x   1.00000717  =   0.99991959
 QQ0387!UTM  14      -   0.99991242  x   0.99978972  =   0.99970216
 QQ0387
 QQ0387:                Primary Azimuth Mark                     Grid Az
 QQ0387:SPC SD N     -  LONG AZ MK                               095 23 40.2
 QQ0387:UTM  14      -  LONG AZ MK                               096 05 20.4
 QQ0387
 QQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2422264113(NAD 83)
 QQ0387
 QQ0387|---------------------------------------------------------------------|
 QQ0387| PID    Reference Object                     Distance      Geod. Az  |
 QQ0387|                                                           dddmmss.s |
 QQ0387| CO5916 LONG AZ MK                                         0971355.0 |
 QQ0387| CO5918 LONG RM 2                            11.257 METERS 26736     |
 QQ0387| QQ0388 LAKE CITY ST JOSEPH CATH CH         APPROX. 1.1 KM 3084522.4 |
 QQ0387| CO5917 LONG RM 1                             7.715 METERS 35246     |
 QQ0387|---------------------------------------------------------------------|
 QQ0387
 QQ0387                          SUPERSEDED SURVEY CONTROL
 QQ0387
 QQ0387  NAD 83(1986)-  45 43 09.92878(N)    097 24 13.56545(W) AD(       ) 2
 QQ0387  NAD 27      -  45 43 10.09306(N)    097 24 12.22185(W) AD(       ) 2
 QQ0387  NGVD 29             583.66   (m)         1914.9    (f) LEVELING    3  
 QQ0387
 QQ0387.Superseded values are not recommended for survey control.
 QQ0387
 QQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0387.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0387
 QQ0387_MARKER: DS = TRIANGULATION STATION DISK
 QQ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0387_STAMPING: LONG 1952
 QQ0387_MARK LOGO: CGS
 QQ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0387+STABILITY: SURFACE MOTION
 QQ0387
 QQ0387  HISTORY     - Date     Condition        Report By
 QQ0387  HISTORY     - 1952     MONUMENTED       CGS
 QQ0387
 QQ0387                          STATION DESCRIPTION
 QQ0387
 QQ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0387'THE STATION IS ABOUT 3/4 MILE SOUTHEAST OF LAKE CITY, IN SECTION
 QQ0387'3, T 126 N, R 54 W, 75 YARDS NORTH OF STATE HIGHWAY 10, 24 FEET
 QQ0387'SOUTH OF A SNOW FENCE, AND 6 FEET NORTHEAST OF A 4 X 4 INCH WITNESS
 QQ0387'POST.
 QQ0387'
 QQ0387'TO REACH THE STATION FROM THE UNDERPASS ON STATE HIGHWAY 10 AT
 QQ0387'THE SOUTHEAST EDGE OF LAKE CITY, GO EAST ON HIGHWAY 10 FOR 0.45
 QQ0387'MILE TO THE STATION ON THE LEFT, CONTINUE EAST FOR 0.25 MILE TO
 QQ0387'THE AZIMUTH MARK ON THE RIGHT.
 QQ0387'
 QQ0387'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED LONG
 QQ0387'1952.
 QQ0387'
 QQ0387'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE SNOW FENCE.  THE MARK
 QQ0387'PROJECTS 2 INCHES, AND THE DISK IS STAMPED LONG NO 1 1952.
 QQ0387'
 QQ0387'REFERENCE MARK 2 IS 75 YARDS NORTH OF HIGHWAY 10 AND 24 FEET
 QQ0387'SOUTH OF THE SNOW FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 QQ0387'IS STAMPED LONG NO 2 1952.
 QQ0387'
 QQ0387'THE AZIMUTH MARK IS 46 FEET SOUTH OF HIGHWAY 10, 3 FEET WEST OF
 QQ0387'A 4 X 4 INCH WITNESS POST, AND 1 FOOT WEST OF A FENCE CORNER.  THE
 QQ0387'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED LONG 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1155 ***********************************************************************
 PT1155  DESIGNATION -  LONG
 PT1155  PID         -  PT1155
 PT1155  STATE/COUNTY-  SD/HAAKON
 PT1155  COUNTRY     -  US
 PT1155  USGS QUAD   -  PHILIP SE (2017)
 PT1155
 PT1155                         *CURRENT SURVEY CONTROL
 PT1155  ______________________________________________________________________
 PT1155* NAD 83(1996) POSITION- 44 00 53.79841(N) 101 37 02.25761(W)   ADJUSTED
 PT1155* NAVD 88 ORTHO HEIGHT -   736.    (meters)     2415.    (feet) SCALED
 PT1155  ______________________________________________________________________
 PT1155  GEOID HEIGHT    -        -21.278 (meters)                     GEOID18
 PT1155  LAPLACE CORR    -         -9.27  (seconds)                    DEFLEC18
 PT1155  HORZ ORDER      -  SECOND
 PT1155
 PT1155.The horizontal coordinates were established by classical geodetic methods
 PT1155.and adjusted by the National Geodetic Survey in January 1998.
 PT1155
 PT1155.The orthometric height was scaled from a topographic map.
 PT1155
 PT1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1155.GEOID18 height accuracy estimate available here.
 PT1155
 PT1155.Click photographs - Photos may exist for this station.
 PT1155
 PT1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1155
 PT1155. The following values were computed from the NAD 83(1996) position.
 PT1155
 PT1155;                    North         East     Units Scale Factor Converg.
 PT1155;SPC SD S     -   187,610.994   497,055.498   MT  0.99993079   -0 53 08.7
 PT1155;SPC SD S     -   615,520.40  1,630,756.25   sFT  0.99993079   -0 53 08.7
 PT1155;UTM  14      - 4,876,863.267   290,210.858   MT  1.00014133   -1 49 09.4
 PT1155
 PT1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1155!SPC SD S     -   0.99988787  x   0.99993079  =   0.99981867
 PT1155!UTM  14      -   0.99988787  x   1.00014133  =   1.00002918
 PT1155
 PT1155:                Primary Azimuth Mark                     Grid Az
 PT1155:SPC SD S     -  LONG AZ MK                               246 03 17.0
 PT1155:UTM  14      -  LONG AZ MK                               246 59 17.7
 PT1155
 PT1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9021076863(NAD 83)
 PT1155
 PT1155|---------------------------------------------------------------------|
 PT1155| PID    Reference Object                     Distance      Geod. Az  |
 PT1155|                                                           dddmmss.s |
 PT1155| PT1156 PHILIP MUN AIRPORT BEACON           APPROX. 4.4 KM 0191104.2 |
 PT1155| CP9877 LONG RM 1                            18.872 METERS 12618     |
 PT1155| OS0770 KADOKA MUNICIPAL TANK               APPROX.21.9 KM 1564009.2 |
 PT1155| OS0777 PHILIP BELL TEL CO RAD MAST         APPROX. 4.3 KM 2083511.5 |
 PT1155| CP9878 LONG RM 2                            14.465 METERS 22614     |
 PT1155| CP9876 LONG AZ MK                                         2451008.3 |
 PT1155| PT1158 PHILIP MUNICIPAL STANDPIPE          APPROX. 5.7 KM 3251647.7 |
 PT1155|---------------------------------------------------------------------|
 PT1155
 PT1155                          SUPERSEDED SURVEY CONTROL
 PT1155
 PT1155  NAD 83(1986)-  44 00 53.79054(N)    101 37 02.25948(W) AD(       ) 2
 PT1155  NAD 27      -  44 00 53.83070(N)    101 37 00.74490(W) AD(       ) 2
 PT1155
 PT1155.Superseded values are not recommended for survey control.
 PT1155
 PT1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1155.See file dsdata.pdf to determine how the superseded data were derived.
 PT1155
 PT1155_MARKER: DS = TRIANGULATION STATION DISK
 PT1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1155_STAMPING: LONG 1950
 PT1155_MARK LOGO: CGS
 PT1155_PROJECTION: FLUSH
 PT1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1155+STABILITY: SURFACE MOTION
 PT1155
 PT1155  HISTORY     - Date     Condition        Report By
 PT1155  HISTORY     - 1950     MONUMENTED       CGS
 PT1155  HISTORY     - 1961     GOOD             CGS
 PT1155
 PT1155                          STATION DESCRIPTION
 PT1155
 PT1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1155'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF PHILIP, 0.35
 PT1155'MILE NORTH OF A GRADED DIRT ROAD, 89 FEET NORTHWEST OF A WIRE
 PT1155'GATE, AND 11 FEET SOUTHEAST OF A WITNESS POST.  IT IS ON THE
 PT1155'HIGHEST POINT OF A HILL IN PASTURE LAND OWNED BY MR. ORVILLE LONG.
 PT1155'
 PT1155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 14
 PT1155'AND STATE HIGHWAY NO. 73 IN PHILIP, GO SOUTH ON NO. 14 FOR 1.15
 PT1155'MILES TO A SIDE ROAD ON THE LEFT.  THEN LEFT ON A GRADED DIRT
 PT1155'ROAD, EAST AND SOUTH, FOR 2.05 MILES TO A CROSSROAD.  CONTINUE
 PT1155'EAST FOR 0.25 MILE TO A WIRE GATE ON THE LEFT.  THEN LEFT,
 PT1155'THROUGH THE GATE, (NORTH) FOR 0.35 MILE TO THE STATION AS
 PT1155'DESCRIBED.
 PT1155'
 PT1155'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 PT1155'STAMPED LONG 19N0.
 PT1155'
 PT1155'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE WIRE GATE.  IT
 PT1155'PROJECTS 4 INCHES, AND THE DISK IS STAMPED LONG 1950 NO. 1.
 PT1155'
 PT1155'REFERENCE MARK NO. 2 IS 89 FEET WEST OF THE WIRE GATE.  IT IS
 PT1155'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED LONG 1950 NO. 2.
 PT1155'
 PT1155'NO AZIMUTH MARK WAS SET AT THIS STATION.
 PT1155'
 PT1155'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 PT1155'CONCRETE POSTS.
 PT1155
 PT1155                          STATION RECOVERY (1961)
 PT1155
 PT1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1155'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 PT1155'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE MARKS WERE
 PT1155'FOUND TO BE AS DESCRIBED, THE DIRECTIONS WERE CHECKED, BUT THE
 PT1155'DISTANCES TO THE MARKS COULD ONLY BE CHECKED IF THE POINTS
 PT1155'OF THE ARROWS WERE MEASURED TO.  THE CROSS IN THE CENTER OF
 PT1155'THE ARROWS WERE MEASURED TO AT THIS TIME.
 PT1155'
 PT1155'AN AZIMUTH MARK WAS ESTABLISHED THIS YEAR.  THE MARK, A STANDARD
 PT1155'DISK STAMPED LONG 1961, IS SET IN THE TOP OF A CYLINDRICAL
 PT1155'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 5 INCHES
 PT1155'ABOVE THE SURFACE OF THE GROUND.  IT IS 18.0 FEET EAST OF
 PT1155'THE CENTER OF A FARM ROAD, 14.0 FEET SOUTH OF A FENCE CORNER,
 PT1155'4.0 FEET SOUTH OF TELEPHONE POLE NUMBER 6, 2.5 FEET NORTH OF
 PT1155'A METAL WITNESS POST WITH SIGN AND 0.5-FOOT WEST OF THE EAST
 PT1155'RIGHT-OF-WAY FENCE.
 PT1155'
 PT1155'TO REACH THE STATION FROM THE POST OFFICE IN PHILIP, DRIVE
 PT1155'WEST FOR TWO BLOCKS TO STATE HIGHWAY 73.  TURN LEFT AND DRIVE
 PT1155'SOUTH ON THE HIGHWAY FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.
 PT1155'TURN LEFT, EAST, FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 PT1155'AND DRIVE SOUTH-SOUTHEAST FOR 0.85 MILE TO A HOUSE AND SIDE
 PT1155'ROAD ON THE LEFT.  TURN LEFT AND DRIVE EAST, SOUTHEAST AND EAST
 PT1155'ON THE BLADED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 PT1155'DRIVE NORTH ON THE FARM ROAD FOR 0.15 MILE TO A NORTH TO EAST
 PT1155'CURVE IN THE ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 PT1155'FOR 0.1 MILE TO THE END OF THE ROAD AT THE FARM HOME OF MR.
 PT1155'ORVILLE LONG.  DRIVE NORTHEAST THROUGH THE FARM YARD TO A WIRE
 PT1155'GATE AT THE NORTHWEST CORNER OF A SMALL BUILDING.  PASS THROUGH THE
 PT1155'GATE AND DRIVE NORTH AND NORTHEAST ON A TRACK ROAD FOR 0.55
 PT1155'MILE TO THE SUMMIT OF A HIGH HILL AND THE STATION.
 PT1155'
 PT1155'THE STATION IS IN SEC. 28, T 1 N, R 21 E.
 PT1155'
 PT1155'THE PICTURE POINT IS A LARGE FENCE POST SITUATED AT THE
 PT1155'INTERSECTION OF A NORTH-SOUTH FENCE WITH AN EAST-SOUTHWEST
 PT1155'FENCE AND IT ALSO SERVES AS THE WEST GATE POST OF A WIRE
 PT1155'GATE IN THE EAST-SOUTHWEST FENCE.  THE POST IS ABOUT 6 INCHES
 PT1155'IN DIAMETER AND PROJECTS 5 FEET ABOVE THE GROUND.
 PT1155'
 PT1155'THE DIRECTIONS TO THE PHILIP, MUNIC. STANDPIPE (AIR VENT CAP)
 PT1155'AND THE KADOKA, MUNIC. WATER TANK (BALL) WERE CHECKED, BUT
 PT1155'THE DIRECTION TO THE PHILIP, MUNIC. AIRPORT BEACON (LIGHT)
 PT1155'FAILED TO CHECK.  ADDITIONAL OBSERVATIONS WERE MADE UPON THE
 PT1155'BEACON AT A LATER DATE AND THE TWO RUNS WERE FOUND TO CHECK.
 PT1155'
 PT1155'OBSERVATIONS WERE MADE FROM A WOODEN STAND 4 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0848 ***********************************************************************
 QS0848  DESIGNATION -  LONG
 QS0848  PID         -  QS0848
 QS0848  STATE/COUNTY-  SD/CORSON
 QS0848  COUNTRY     -  US
 QS0848  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0848
 QS0848                         *CURRENT SURVEY CONTROL
 QS0848  ______________________________________________________________________
 QS0848* NAD 83(1996) POSITION- 45 40 08.70660(N) 101 15 17.34383(W)   ADJUSTED
 QS0848* NAVD 88 ORTHO HEIGHT -   657.    (meters)     2156.    (feet) SCALED
 QS0848  ______________________________________________________________________
 QS0848  GEOID HEIGHT    -        -20.695 (meters)                     GEOID18
 QS0848  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 QS0848  HORZ ORDER      -  THIRD
 QS0848
 QS0848.The horizontal coordinates were established by classical geodetic methods
 QS0848.and adjusted by the National Geodetic Survey in January 1998.
 QS0848
 QS0848.The orthometric height was scaled from a topographic map.
 QS0848
 QS0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0848.GEOID18 height accuracy estimate available here.
 QS0848
 QS0848.Click photographs - Photos may exist for this station.
 QS0848
 QS0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0848
 QS0848. The following values were computed from the NAD 83(1996) position.
 QS0848
 QS0848;                    North         East     Units Scale Factor Converg.
 QS0848;SPC SD N     -   204,758.230   502,224.036   MT  0.99999728   -0 53 17.1
 QS0848;SPC SD N     -   671,777.63  1,647,713.36   sFT  0.99999728   -0 53 17.1
 QS0848;UTM  14      - 5,059,754.365   324,367.351   MT  0.99997925   -1 36 47.9
 QS0848
 QS0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0848!SPC SD N     -   0.99990018  x   0.99999728  =   0.99989746
 QS0848!UTM  14      -   0.99990018  x   0.99997925  =   0.99987943
 QS0848
 QS0848:                Primary Azimuth Mark                     Grid Az
 QS0848:SPC SD N     -  LONG AZ MK                               096 50 37.4
 QS0848:UTM  14      -  LONG AZ MK                               097 34 08.2
 QS0848
 QS0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2436759754(NAD 83)
 QS0848
 QS0848|---------------------------------------------------------------------|
 QS0848| PID    Reference Object                     Distance      Geod. Az  |
 QS0848|                                                           dddmmss.s |
 QS0848| CQ8482 LONG AZ MK                                         0955720.3 |
 QS0848| CQ8483 LONG RM 1                            10.687 METERS 25528     |
 QS0848| CQ8484 LONG RM 2                             8.761 METERS 33246     |
 QS0848|---------------------------------------------------------------------|
 QS0848
 QS0848                          SUPERSEDED SURVEY CONTROL
 QS0848
 QS0848  NAD 83(1986)-  45 40 08.69797(N)    101 15 17.34020(W) AD(       ) 3
 QS0848  NAD 27      -  45 40 08.71000(N)    101 15 15.82400(W) AD(       ) 3
 QS0848
 QS0848.Superseded values are not recommended for survey control.
 QS0848
 QS0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0848.See file dsdata.pdf to determine how the superseded data were derived.
 QS0848
 QS0848_MARKER: DS = TRIANGULATION STATION DISK
 QS0848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0848_STAMPING: LONG 1952
 QS0848_MARK LOGO: CGS
 QS0848_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0848
 QS0848  HISTORY     - Date     Condition        Report By
 QS0848  HISTORY     - 1952     MONUMENTED       CGS
 QS0848
 QS0848                          STATION DESCRIPTION
 QS0848
 QS0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0848'THE STATION IS IN SECTION 24, T 20 N, R 23 E, ON THE MIDDLE
 QS0848'AND LOWER ONE OF THREE PROMINENT BUTTES, ABOUT 16-1/2 MILES
 QS0848'NORTH AND 1-1/4 MILES EAST OF FIRESTEEL, 2 MILES EAST OF
 QS0848'FIRESTEEL CREEK AND 12 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 QS0848'POST.
 QS0848'
 QS0848'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TIMBER LAKE,
 QS0848'GO NORTH FOR 0.1 MILE TO STATE HIGHWAY 8, TURN LEFT AND GO WEST
 QS0848'ON STATE HIGHWAY 8 FOR 3.45 MILES TO A SIDE ROAD RIGHT,
 QS0848'TURN RIGHT AND GO NORTH ON THE MAIN GRADED DIRT ROAD FOR
 QS0848'10.85 MILES TO A SMALL RANCH HOUSE TO THE LEFT OF THE ROAD,
 QS0848'CONTINUE NORTH FOR 7.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 QS0848'GO WEST FOR 1.1 MILES TO THE END OF THE IMPROVED ROAD, CONTINUE
 QS0848'WEST ON A TRACK ROAD FOR 0.45 MILE TO A FORK JUST BEFORE
 QS0848'REACHING A FENCE CORNER ON THE RIGHT, TAKE LEFT FORK AND GO
 QS0848'2.15 MILES TO A GATE, PASS THROUGH GATE AND GO 0.25 MILE TO A
 QS0848'FORK, TAKE RIGHT FORK FOR 1.3 MILES TO A FORK, TAKE LEFT
 QS0848'FORK, WESTERLY, AND GO 0.85 MILE TO A T-ROAD, TURN RIGHT AND
 QS0848'GO NORTH FOR 0.5 MILE TO A CROSS ROAD AND THE AZIMUTH MARK ON
 QS0848'THE LEFT AS DESCRIBED, TURN LEFT AND GO WEST FOR 0.45 MILE TO A
 QS0848'DIM TRACK ROAD RIGHT, BEAR RIGHT FOR 0.1 MILE TO EAST END OF
 QS0848'RIDGE AND END OF TRUCK TRAVEL, PACK UP STEEP SLOPE TO
 QS0848'TOP OF RIDGE AND THE STATION.
 QS0848'
 QS0848'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 QS0848'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 6 INCHES AND THE
 QS0848'DISK IS STAMPED LONG 1952.
 QS0848'
 QS0848'REFERENCE MARK 1 IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 QS0848'CAST IRON PIPE, IT IS 33 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 QS0848'THE PIPE PROJECTS 9 INCHES AND THE DISK IS STAMPED LONG NO 1 1952.
 QS0848'
 QS0848'REFERENCE MARK 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 QS0848'2-INCH CAST IRON PIPE, IT IS 18 FEET NORTH OF A 4 X 4 INCH WITNESS
 QS0848'POST.  THE PIPE PROJECTS 8 INCHES AND THE DISK IS STAMPED LONG
 QS0848'NO 2 1952.
 QS0848'
 QS0848'THE AZIMUTH MARK IS 136 FEET WEST OF A TRACK CROSS ROAD, 27 FEET
 QS0848'NORTH OF THE CENTER OF A TRACK ROAD AND 6 FEET EAST-SOUTHEAST OF
 QS0848'A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 QS0848'DISK IS STAMPED LONG 1952.
 QS0848'
 QS0848'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2347 ***********************************************************************
 PU2347  DESIGNATION -  LOOKOUT PEAK
 PU2347  PID         -  PU2347
 PU2347  STATE/COUNTY-  SD/LAWRENCE
 PU2347  COUNTRY     -  US
 PU2347  USGS QUAD   -  SPEARFISH (2017)
 PU2347
 PU2347                         *CURRENT SURVEY CONTROL
 PU2347  ______________________________________________________________________
 PU2347* NAD 83(1996) POSITION- 44 29 33.90118(N) 103 50 07.06699(W)   ADJUSTED
 PU2347* NAVD 88 ORTHO HEIGHT -  1366.    (meters)     4482.    (feet) SCALED
 PU2347  ______________________________________________________________________
 PU2347  GEOID HEIGHT    -        -14.582 (meters)                     GEOID18
 PU2347  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 PU2347  HORZ ORDER      -  SECOND
 PU2347
 PU2347.The horizontal coordinates were established by classical geodetic methods
 PU2347.and adjusted by the National Geodetic Survey in January 1998.
 PU2347
 PU2347.The orthometric height was scaled from a topographic map.
 PU2347
 PU2347.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2347.GEOID18 height accuracy estimate available here.
 PU2347
 PU2347.Click photographs - Photos may exist for this station.
 PU2347
 PU2347.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2347
 PU2347. The following values were computed from the NAD 83(1996) position.
 PU2347
 PU2347;                    North         East     Units Scale Factor Converg.
 PU2347;SPC SD N     -    80,500.652   295,061.042   MT  0.99998629   -2 42 51.8
 PU2347;SPC SD N     -   264,109.22    968,046.10   sFT  0.99998629   -2 42 51.8
 PU2347;UTM  13      - 4,927,263.569   592,602.913   MT  0.99970546   +0 48 58.7
 PU2347
 PU2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2347!SPC SD N     -   0.99978822  x   0.99998629  =   0.99977451
 PU2347!UTM  13      -   0.99978822  x   0.99970546  =   0.99949374
 PU2347
 PU2347:                Primary Azimuth Mark                     Grid Az
 PU2347:SPC SD N     -  S 358                                    211 30 32.6
 PU2347:UTM  13      -  S 358                                    207 58 42.1
 PU2347
 PU2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9260227263(NAD 83)
 PU2347
 PU2347|---------------------------------------------------------------------|
 PU2347| PID    Reference Object                     Distance      Geod. Az  |
 PU2347|                                                           dddmmss.s |
 PU2347| PU2650 LOOKOUT PEAK RM 1                    25.533 METERS 09455     |
 PU2347| PU2348 BLACK HILLS AIRPORT BEACON          APPROX. 4.9 KM 1140847.9 |
 PU2347| CQ4272 TT 27 WDR                                          2032806.1 |
 PU2347| PU1594 S 358                                              2084740.8 |
 PU2347| PU2651 LOOKOUT PEAK RM 2                    41.273 METERS 28813     |
 PU2347|---------------------------------------------------------------------|
 PU2347
 PU2347                          SUPERSEDED SURVEY CONTROL
 PU2347
 PU2347  NAD 83(1993)-  44 29 33.89503(N)    103 50 07.06889(W) AD(       ) 2
 PU2347  NAD 83(1986)-  44 29 33.89011(N)    103 50 07.06096(W) AD(       ) 2
 PU2347  NAD 27      -  44 29 33.94860(N)    103 50 05.33220(W) AD(       ) 2
 PU2347
 PU2347.Superseded values are not recommended for survey control.
 PU2347
 PU2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2347.See file dsdata.pdf to determine how the superseded data were derived.
 PU2347
 PU2347_MARKER: DS = TRIANGULATION STATION DISK
 PU2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2347_STAMPING: LOOKOUT PEAK 1950
 PU2347_MARK LOGO: CGS
 PU2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2347+STABILITY: SURFACE MOTION
 PU2347
 PU2347  HISTORY     - Date     Condition        Report By
 PU2347  HISTORY     - 1950     MONUMENTED       CGS
 PU2347  HISTORY     - 1962     GOOD             CGS
 PU2347
 PU2347                          STATION DESCRIPTION
 PU2347
 PU2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2347'STATION IS LOCATED ON THE HIGHEST POINT OF LOOKOUT PEAK, ABOUT
 PU2347'1.25 MILES EAST OF SPEARFISH, AND 20 FEET NORTH OF A 10-INCH
 PU2347'PINE TREE.
 PU2347'
 PU2347'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN SPEARFISH, GO
 PU2347'SOUTH ON U.S. HIGHWAY 14 AND 85 FOR 1.0 MILE TO THE MARK ON
 PU2347'RIGHT.
 PU2347'
 PU2347'STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LOOKOUT
 PU2347'PEAK 1950.
 PU2347'
 PU2347'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF A 12-INCH PINE TREE
 PU2347'AND 4 FEET WEST OF EAST EDGE OF CLIFF.  IT IS SET FLUSH IN
 PU2347'BEDROCK, AND THE DISK IS STAMPED LOOKOUT PEAK NO 1 1950.
 PU2347'
 PU2347'REFERENCE MARK NO. 2 IS 12 FEET NORTHEAST OF A 10-INCH PINE
 PU2347'TREE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED LOOKOUT PEAK
 PU2347'NO 2 1950.
 PU2347'
 PU2347'TT 27 WDR (USGS) IS ABOUT 100 YARDS SOUTH OF THE SPEARFISH CANYON
 PU2347'ROAD, 50 FEET WEST OF CENTER OF U.S. HIGHWAY 14 AND 85, 4 FEET
 PU2347'SOUTHWEST OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.
 PU2347'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED TT 27 WDR
 PU2347'1950.
 PU2347'
 PU2347'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH IRON
 PU2347'PIPE.  REFERENCE MARKS ARE STANDARD DISKS SET IN OUTCROPPING
 PU2347'BEDROCK.  TT 27 WDR IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2347'MARK DISK SET IN THE TOP OF A 6 X 6-INCH CONCRETE POST.
 PU2347'
 PU2347'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2347
 PU2347                          STATION RECOVERY (1962)
 PU2347
 PU2347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2347'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 PU2347'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  TT 27
 PU2347'WDR (USGS) WAS NOT RECOVERED.  B.M. S 358 WAS USED FOR THE AZIMUTH
 PU2347'MARK.  THE HORIZONTAL DIRECTION WAS CHECKED, BUT THE HORIZONTAL
 PU2347'DISTANCE TO BOTH REFERENCE MARKS WERE FOUND IN ERROR.  A NEW
 PU2347'DESCRIPTION FOLLOWS.
 PU2347'
 PU2347'THE STATION IS LOCATED ON THE HIGHEST POINT OF LOOKOUT PEAK,
 PU2347'1.25 MILES EAST OF SPEARFISH.
 PU2347'
 PU2347'TO REACH THE STATION FROM THE POST OFFICE IN SPEARFISH, GO SOUTH
 PU2347'AND EAST ON U.S. HIGHWAYS 85 AND 14 FOR 1.0 MILE TO THE JUNCTION OF
 PU2347'U.S. HIGHWAY 14A AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 PU2347'IN THE SOUTHEAST CORNER OF THE HIGHWAY INTERSECTION.  CONTINUE
 PU2347'STRAIGHT AHEAD AND GO EAST ON U.S. HIGHWAYS 85 AND 14 FOR 0.75
 PU2347'MILE TO A CATTLE GUARD ON THE LEFT.  TURN LEFT AND GO NORTH FOR
 PU2347'0.1 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO NORTH ON
 PU2347'A DIM TRACK ROAD FOR 0.5 MILE TO A FENCE LINE.  TURN LEFT AND
 PU2347'GO WEST ON A DIM TRACK ROAD FOR 0.1 MILE TO A GAP IN THE FENCE.
 PU2347'CONTINUE STRAIGHT AHEAD AND GO WEST AND NORTH UP STEEP
 PU2347'GRASSY RIDGE FOR 0.4 MILE TO A FENCE LINE.  TURN LEFT AND GO WEST
 PU2347'ON A TRACK ROAD FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM
 PU2347'THE END OF TRUCK TRAVEL, PACK WEST UP THE EAST SIDE OF THE
 PU2347'PEAK FOR ABOUT 100 YARDS TO THE STATION AS DESCRIBED.
 PU2347'REQUIRED--4-WHEEL DRIVE.
 PU2347'
 PU2347'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3-INCH
 PU2347'IRON PIPE WHICH PROJECTS 6 INCHES AND IS STAMPED LOOKOUT PEAK
 PU2347'1950.  IT IS 44 FEET SOUTHEAST OF A SMALL CEMENT BLOCK BUILDING.
 PU2347'
 PU2347'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PU2347'BEDROCK AND IS ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION
 PU2347'MARK.  IT IS STAMPED LOOKOUT PEAK NO 1 1950.
 PU2347'
 PU2347'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PU2347'BEDROCK AND IS ABOUT 12 FEET LOWER IN ELEVATION THAN THE STATION
 PU2347'MARK.  IT IS STAMPED LOOKOUT PEAK NO 2 1950.
 PU2347'
 PU2347'B.M. S 358 WAS USED FOR THE AZIMUTH MARK.  IT IS A COAST AND
 PU2347'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 12-INCH
 PU2347'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED S 358
 PU2347'1962.  IT IS 52 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 85
 PU2347'AND 14, 14-1/2 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 11
 PU2347'FEET NORTH-NORTHWEST OF THE NORTH GATE POST OF THE SPEARFISH
 PU2347'CANYON GOLF CLUB, 3 FEET SOUTH OF A POWER POLE AND 1.4 FEET
 PU2347'NORTH-NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0814 ***********************************************************************
 OT0814  DESIGNATION -  LOOKOUT TOWER ON MT COOLIDGE
 OT0814  PID         -  OT0814
 OT0814  STATE/COUNTY-  SD/CUSTER
 OT0814  COUNTRY     -  US
 OT0814  USGS QUAD   -  CICERO PEAK (2017)
 OT0814
 OT0814                         *CURRENT SURVEY CONTROL
 OT0814  ______________________________________________________________________
 OT0814* NAD 83(1996) POSITION- 43 41 45.79097(N) 103 32 32.13569(W)   ADJUSTED
 OT0814  ______________________________________________________________________
 OT0814  GEOID HEIGHT    -        -14.157 (meters)                     GEOID18
 OT0814  LAPLACE CORR    -        -14.91  (seconds)                    DEFLEC18
 OT0814  HORZ ORDER      -  THIRD
 OT0814
 OT0814.The horizontal coordinates were established by classical geodetic methods
 OT0814.and adjusted by the National Geodetic Survey in January 1998.
 OT0814
 OT0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0814.GEOID18 height accuracy estimate available here.
 OT0814
 OT0814.Click photographs - Photos may exist for this station.
 OT0814
 OT0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0814
 OT0814. The following values were computed from the NAD 83(1996) position.
 OT0814
 OT0814;                    North         East     Units Scale Factor Converg.
 OT0814;SPC SD S     -   156,382.649   341,402.150   MT  0.99990779   -2 12 49.3
 OT0814;SPC SD S     -   513,065.41  1,120,083.55   sFT  0.99990779   -2 12 49.3
 OT0814;UTM  13      - 4,839,147.477   617,468.599   MT  0.99976973   +1 00 25.8
 OT0814
 OT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1746839147(NAD 83)
 OT0814
 OT0814                          SUPERSEDED SURVEY CONTROL
 OT0814
 OT0814  NAD 83(1995)-  43 41 45.79007(N)    103 32 32.13260(W) AD(       ) 3
 OT0814  NAD 83(1993)-  43 41 45.77298(N)    103 32 32.11000(W) AD(       ) 3
 OT0814  NAD 83(1986)-  43 41 45.76654(N)    103 32 32.14173(W) AD(       ) 3
 OT0814  NAD 27      -  43 41 45.92000(N)    103 32 30.37000(W) AD(       ) 3
 OT0814
 OT0814.Superseded values are not recommended for survey control.
 OT0814
 OT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0814.See file dsdata.pdf to determine how the superseded data were derived.
 OT0814
 OT0814_MARKER: 57 = LOOKOUT TOWER
 OT0814
 OT0814  HISTORY     - Date     Condition        Report By
 OT0814  HISTORY     - 1934     FIRST OBSERVED   CGS
 OT0814
 OT0814                          STATION DESCRIPTION
 OT0814
 OT0814'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0853 ***********************************************************************
 QS0853  DESIGNATION -  LOUSE
 QS0853  PID         -  QS0853
 QS0853  STATE/COUNTY-  SD/CORSON
 QS0853  COUNTRY     -  US
 QS0853  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0853
 QS0853                         *CURRENT SURVEY CONTROL
 QS0853  ______________________________________________________________________
 QS0853* NAD 83(1996) POSITION- 45 36 05.07823(N) 101 24 32.07224(W)   ADJUSTED
 QS0853* NAVD 88 ORTHO HEIGHT -   696.    (meters)     2283.    (feet) SCALED
 QS0853  ______________________________________________________________________
 QS0853  GEOID HEIGHT    -        -20.392 (meters)                     GEOID18
 QS0853  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 QS0853  HORZ ORDER      -  SECOND
 QS0853
 QS0853.The horizontal coordinates were established by classical geodetic methods
 QS0853.and adjusted by the National Geodetic Survey in January 1998.
 QS0853
 QS0853.The orthometric height was scaled from a topographic map.
 QS0853
 QS0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0853.GEOID18 height accuracy estimate available here.
 QS0853
 QS0853.Click photographs - Photos may exist for this station.
 QS0853
 QS0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0853
 QS0853. The following values were computed from the NAD 83(1996) position.
 QS0853
 QS0853;                    North         East     Units Scale Factor Converg.
 QS0853;SPC SD N     -   197,435.335   490,087.431   MT  0.99998522   -0 59 49.7
 QS0853;SPC SD N     -   647,752.43  1,607,895.18   sFT  0.99998522   -0 59 49.7
 QS0853;UTM  14      - 5,052,585.492   312,138.886   MT  1.00003391   -1 43 17.9
 QS0853
 QS0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0853!SPC SD N     -   0.99989402  x   0.99998522  =   0.99987924
 QS0853!UTM  14      -   0.99989402  x   1.00003391  =   0.99992793
 QS0853
 QS0853:                Primary Azimuth Mark                     Grid Az
 QS0853:SPC SD N     -  LOUSE AZ MK                              179 26 46.9
 QS0853:UTM  14      -  LOUSE AZ MK                              180 10 15.1
 QS0853
 QS0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1213852585(NAD 83)
 QS0853
 QS0853|---------------------------------------------------------------------|
 QS0853| PID    Reference Object                     Distance      Geod. Az  |
 QS0853|                                                           dddmmss.s |
 QS0853| CQ8498 LOUSE RM 1                           14.691 METERS 09053     |
 QS0853| CQ8497 LOUSE AZ MK                                        1782657.2 |
 QS0853| CQ8499 LOUSE RM 2                           10.141 METERS 35556     |
 QS0853|---------------------------------------------------------------------|
 QS0853
 QS0853                          SUPERSEDED SURVEY CONTROL
 QS0853
 QS0853  NAD 83(1986)-  45 36 05.06989(N)    101 24 32.06920(W) AD(       ) 2
 QS0853  NAD 27      -  45 36 05.10700(N)    101 24 30.55200(W) AD(       ) 2
 QS0853
 QS0853.Superseded values are not recommended for survey control.
 QS0853
 QS0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0853.See file dsdata.pdf to determine how the superseded data were derived.
 QS0853
 QS0853_MARKER: DS = TRIANGULATION STATION DISK
 QS0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0853_STAMPING: LOUSE 1952
 QS0853_MARK LOGO: CGS
 QS0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0853+STABILITY: SURFACE MOTION
 QS0853
 QS0853  HISTORY     - Date     Condition        Report By
 QS0853  HISTORY     - 1952     MONUMENTED       CGS
 QS0853
 QS0853                          STATION DESCRIPTION
 QS0853
 QS0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0853'THE STATION IS IN SECTION 21, T 19 N, R 22 E, ON THE RIGHT-OF-WAY
 QS0853'OF STATE HIGHWAY 65, ABOUT 13-1/2 MILES NORTH AND 1 MILE EAST OF
 QS0853'ISABEL, 3-1/2 MILES EAST OF LOUSE CREEK, 0.1 MILE SOUTH FROM
 QS0853'WHERE THE HIGHWAY TURNS FROM NORTH TO EAST, 25 FEET WEST OF THE
 QS0853'CENTER OF THE HIGHWAY, 24.7 FEET NORTHEAST OF A POWERLINE POLE,
 QS0853'4.5 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 3
 QS0853'FEET EAST OF A WIRE FENCE.
 QS0853'
 QS0853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND
 QS0853'8 0.4 MILE NORTH OF ISABEL, GO NORTH ON STATE HIGHWAY 65 FOR
 QS0853'9.55, TURN EAST WITH THE HIGHWAY AND GO FOR 1 MILE, TURN NORTH
 QS0853'WITH THE HIGHWAY AND GO FOR 4.7 MILES TO THE AZIMUTH MARK ON THE
 QS0853'RIGHT AS DESCRIBED BELOW, CONTINUE NORTHERLY ON THE HIGHWAY FOR
 QS0853'0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 QS0853'
 QS0853'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0853'LOUSE 1952.
 QS0853'
 QS0853'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTER OF THE HIGHWAY.
 QS0853'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOUSE NO 1 1952.
 QS0853'
 QS0853'REFERENCE MARK 2 IS 28 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 QS0853'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES AND THE
 QS0853'DISK IS STAMPED LOUSE NO 2 1952.
 QS0853'
 QS0853'THE AZIMUTH MARK IS 300 FEET EAST OF A FARM HOUSE, 26 FEET EAST
 QS0853'OF THE CENTER OF THE HIGHWAY AND 2 FEET NORTH OF A WHITE 4 IN
 QS0853'X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QS0853'STAMPED LOUSE 1952.
 QS0853'
 QS0853'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0636 ***********************************************************************
 PS0636  DESIGNATION -  LOVOLD
 PS0636  PID         -  PS0636
 PS0636  STATE/COUNTY-  SD/SPINK
 PS0636  COUNTRY     -  US
 PS0636  USGS QUAD   -  REDFIELD SOUTH (2017)
 PS0636
 PS0636                         *CURRENT SURVEY CONTROL
 PS0636  ______________________________________________________________________
 PS0636* NAD 83(1996) POSITION- 44 49 54.39423(N) 098 30 43.24662(W)   ADJUSTED
 PS0636* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 PS0636  ______________________________________________________________________
 PS0636  GEOID HEIGHT    -        -24.305 (meters)                     GEOID18
 PS0636  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 PS0636  HORZ ORDER      -  FIRST
 PS0636
 PS0636.The horizontal coordinates were established by classical geodetic methods
 PS0636.and adjusted by the National Geodetic Survey in January 1998.
 PS0636
 PS0636.The orthometric height was scaled from a topographic map.
 PS0636
 PS0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0636.GEOID18 height accuracy estimate available here.
 PS0636
 PS0636.Click photographs - Photos may exist for this station.
 PS0636
 PS0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0636
 PS0636. The following values were computed from the NAD 83(1996) position.
 PS0636
 PS0636;                    North         East     Units Scale Factor Converg.
 PS0636;SPC SD N     -   112,030.265   717,652.940   MT  0.99994641   +1 03 11.2
 PS0636;SPC SD N     -   367,552.63  2,354,499.69   sFT  0.99994641   +1 03 11.2
 PS0636;UTM  14      - 4,964,378.954   538,573.225   MT  0.99961830   +0 20 38.6
 PS0636
 PS0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0636!SPC SD N     -   0.99993823  x   0.99994641  =   0.99988464
 PS0636!UTM  14      -   0.99993823  x   0.99961830  =   0.99955655
 PS0636
 PS0636:                Primary Azimuth Mark                     Grid Az
 PS0636:SPC SD N     -  LOVOLD AZ MK                             321 58 30.9
 PS0636:UTM  14      -  LOVOLD AZ MK                             322 41 03.5
 PS0636
 PS0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3857364378(NAD 83)
 PS0636
 PS0636|---------------------------------------------------------------------|
 PS0636| PID    Reference Object                     Distance      Geod. Az  |
 PS0636|                                                           dddmmss.s |
 PS0636| CO5923 LOVOLD RM 1                          30.943 METERS 00013     |
 PS0636| PS0604 ASHTON MUNICIPAL TANK               APPROX.18.2 KM 0031420.9 |
 PS0636| PS0634 REDFIELD PLAINVIEW ACADEMY CUP      APPROX. 3.1 KM 0042533.8 |
 PS0636| PS0601 FRANKFORT ST ANNS CATH CHURCH       APPROX.17.3 KM 0715337.9 |
 PS0636| PS0600 FRANKFORT METH CHURCH FINIAL        APPROX.17.1 KM 0722911.7 |
 PS0636| CO5924 LOVOLD RM 2                          35.750 METERS 26956     |
 PS0636| CO5922 LOVOLD AZ MK                                       3230142.1 |
 PS0636| PS0627 REDFIELD ST SCH AND HOME SPIRE      APPROX. 6.3 KM 3495750.2 |
 PS0636|---------------------------------------------------------------------|
 PS0636
 PS0636                          SUPERSEDED SURVEY CONTROL
 PS0636
 PS0636  NAD 83(1986)-  44 49 54.39346(N)    098 30 43.24341(W) AD(       ) 1
 PS0636  NAD 27      -  44 49 54.47800(N)    098 30 41.89900(W) AD(       ) 1
 PS0636
 PS0636.Superseded values are not recommended for survey control.
 PS0636
 PS0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0636.See file dsdata.pdf to determine how the superseded data were derived.
 PS0636
 PS0636_MARKER: DS = TRIANGULATION STATION DISK
 PS0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0636_STAMPING: LOVOLD 1935
 PS0636_MARK LOGO: CGS
 PS0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0636+STABILITY: SURFACE MOTION
 PS0636
 PS0636  HISTORY     - Date     Condition        Report By
 PS0636  HISTORY     - 1935     MONUMENTED       CGS
 PS0636
 PS0636                          STATION DESCRIPTION
 PS0636
 PS0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0636'THIS STATION IS ABOUT 3 MILES S OF REDFIELD, 1/4 MILE N
 PS0636'AND 130 YARDS E OF THE CENTER OF SEC. 27, T 116 N, R 64 W,
 PS0636'ON LAND OWNED BY D.V. RAYMOND, NEW YORK CITY, AND RENTED BY
 PS0636'JOHN LOVOLD.  THE MARK IS SET ON THE SUMMIT OF A PROMINENT
 PS0636'KNOLL AT A POINT WHERE THE HILL DROPS OFF TO THE SOUTHWARD.
 PS0636'THE MARK IS ABOUT 25 FEET SW OF THE HIGHEST POINT OF THE HILL,
 PS0636'ABOUT 0.5 MILE E OF U.S. HIGHWAY 281, 0.3 MILE S OF E-W ROAD
 PS0636'AND 0.5 MILE W OF N-S SECTION ROAD.  IT PROJECTS 5 INCHES.
 PS0636'
 PS0636'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0636'BRONZE DISKS SET IN CONCRETE.
 PS0636'
 PS0636'REFERENCE MARK NO. 1 IS N OF THE STATION ON THE N EDGE OF THE
 PS0636'HILL.  MARK PROJECTS 7 INCHES.  REFERENCE MARK NO. 2 IS W OF
 PS0636'THE STATION ON THE W SLOPE OF THE HILL.  IT PROJECTS 8 INCHES.
 PS0636'
 PS0636'AZIMUTH MARK IS NW OF THE STATION ON THE N EDGE OF A FIELD,
 PS0636'2 FEET S OF A FENCE ON THE S EDGE OF THE RIGHT-OF-WAY OF
 PS0636'E-W ROAD, 2-1/2 FEET SW OF A LARGE GRANITE BOULDER, 38 FEET S
 PS0636'OF THE CENTER LINE OF THE ROAD AND ABOUT 0.4 MILE E OF U.S.
 PS0636'HIGHWAY 281.  MARK PROJECTS 5 INCHES.
 PS0636'
 PS0636'REACHED FROM REDFIELD GO S ON U.S. HIGHWAY 281 2.75 MILES
 PS0636'FROM THE JUNCTION WITH U.S. HIGHWAY 212 AT THE FOSTER HOTEL
 PS0636'TO CROSSROADS.  HERE TURN E AND GO 0.5 MILE.  TURN S AND
 PS0636'FOLLOW E SIDE OF FENCE LINE FOR 0.3 MILE.  STATION IS ON
 PS0636'TOP OF HIGH KNOLL ABOUT 130 YARDS E OF THIS POINT.
 PS0636'
 PS0636'STATION BALD-1934 IS VISIBLE FROM THE GROUND.
 PS0636'
 PS0636'A LIGHT 60 FEET ABOVE STATION GROVE-1934 IS VISIBLE FROM
 PS0636'THE GROUND.
 PS0636'
 PS0636'LIGHTS 74 FEET ABOVE STATIONS HARMONY AND LINCOLN ARE VISIBLE
 PS0636'FROM THE GROUND.
 PS0636'
 PS0636'A LIGHT 74 FEET ABOVE STATION ASHTON COMES INTO VIEW 8 FEET
 PS0636'ABOVE THE GROUND.
 PS0636'
 PS0636'A LIGHT 87 FEET ABOVE STATION REDFIELD MAGNETIC IS VISIBLE
 PS0636'FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0404 ***********************************************************************
 QT0404  DESIGNATION -  LOW
 QT0404  PID         -  QT0404
 QT0404  STATE/COUNTY-  SD/PERKINS
 QT0404  COUNTRY     -  US
 QT0404  USGS QUAD   -  COAL SPRINGS SW (2017)
 QT0404
 QT0404                         *CURRENT SURVEY CONTROL
 QT0404  ______________________________________________________________________
 QT0404* NAD 83(1996) POSITION- 45 20 22.56667(N) 102 10 21.88821(W)   ADJUSTED
 QT0404* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 QT0404  ______________________________________________________________________
 QT0404  GEOID HEIGHT    -        -18.884 (meters)                     GEOID18
 QT0404  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 QT0404  HORZ ORDER      -  THIRD
 QT0404
 QT0404.The horizontal coordinates were established by classical geodetic methods
 QT0404.and adjusted by the National Geodetic Survey in January 1998.
 QT0404
 QT0404.The orthometric height was scaled from a topographic map.
 QT0404
 QT0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0404.GEOID18 height accuracy estimate available here.
 QT0404
 QT0404.Click photographs - Photos may exist for this station.
 QT0404
 QT0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0404
 QT0404. The following values were computed from the NAD 83(1996) position.
 QT0404
 QT0404;                    North         East     Units Scale Factor Converg.
 QT0404;SPC SD N     -   169,667.218   429,729.477   MT  0.99995176   -1 32 15.8
 QT0404;SPC SD N     -   556,649.86  1,409,870.79   sFT  0.99995176   -1 32 15.8
 QT0404;UTM  13      - 5,024,565.870   721,509.600   MT  1.00020333   +2 00 42.5
 QT0404
 QT0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0404!SPC SD N     -   0.99987623  x   0.99995176  =   0.99982799
 QT0404!UTM  13      -   0.99987623  x   1.00020333  =   1.00007953
 QT0404
 QT0404:                Primary Azimuth Mark                     Grid Az
 QT0404:SPC SD N     -  LOW AZ MK                                349 14 14.8
 QT0404:UTM  13      -  LOW AZ MK                                345 41 16.5
 QT0404
 QT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2150924565(NAD 83)
 QT0404
 QT0404|---------------------------------------------------------------------|
 QT0404| PID    Reference Object                     Distance      Geod. Az  |
 QT0404|                                                           dddmmss.s |
 QT0404| CQ8513 LOW RM 1                             15.098 METERS 16222     |
 QT0404| CQ8514 LOW RM 2                             13.373 METERS 34233     |
 QT0404| CQ8512 LOW AZ MK                                          3474159.0 |
 QT0404|---------------------------------------------------------------------|
 QT0404
 QT0404                          SUPERSEDED SURVEY CONTROL
 QT0404
 QT0404  NAD 83(1986)-  45 20 22.55787(N)    102 10 21.88632(W) AD(       ) 3
 QT0404  NAD 27      -  45 20 22.63100(N)    102 10 20.30300(W) AD(       ) 3
 QT0404
 QT0404.Superseded values are not recommended for survey control.
 QT0404
 QT0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0404.See file dsdata.pdf to determine how the superseded data were derived.
 QT0404
 QT0404_MARKER: DS = TRIANGULATION STATION DISK
 QT0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0404_STAMPING: LOW 1952
 QT0404_MARK LOGO: CGS
 QT0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0404+STABILITY: SURFACE MOTION
 QT0404
 QT0404  HISTORY     - Date     Condition        Report By
 QT0404  HISTORY     - 1952     MONUMENTED       CGS
 QT0404
 QT0404                          STATION DESCRIPTION
 QT0404
 QT0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0404'THE STATION IS IN SECTION 21, T 16 N, R 16 E, JUST OUTSIDE THE
 QT0404'RIGHT-OF-WAY OF STATE HIGHWAY 73, ABOUT 13 MILES SOUTH AND
 QT0404'2-1/4 MILES EAST OF MEADOW, 7 MILES SOUTH AND 3 MILES WEST
 QT0404'OF COAL SPRINGS, 90 FEET WEST OF THE CENTER OF STATE HIGHWAY
 QT0404'73, 6 FEET WEST OF A WIRE FENCE AND 5 FEET WEST OF A 4 X 4
 QT0404'INCH WITNESS POST.
 QT0404'
 QT0404'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 QT0404'STATE HIGHWAY 8 IN MEADOW, GO EAST ON STATE HIGHWAY 8 FOR 2.4
 QT0404'MILES THE JUNCTION OF STATE HIGHWAY 73, TURN RIGHT AND GO
 QT0404'SOUTH ON STATE HIGHWAYS 8 AND 73 FOR 6.3 MILES TO A POINT
 QT0404'WHERE STATE HIGHWAY 8 TURNS EAST, CONTINUE SOUTH ON STATE HIGHWAY
 QT0404'73 FOR 6.25 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 QT0404'AS DESCRIBED, CONTINUE SOUTH FOR 0.5 MILE TO THE STATION ON THE
 QT0404'RIGHT.
 QT0404'
 QT0404'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0404'LOW 1952.
 QT0404'
 QT0404'REFERENCE MARK 1 IS 89 FEET WEST OF THE CENTER OF THE HIGHWAY
 QT0404'AND 5 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES
 QT0404'AND THE DISK IS STAMPED LOW NO 1 1952.
 QT0404'
 QT0404'REFERENCE MARK 2 IS 90 FEET WEST OF THE CENTER OF THE HIGHWAY
 QT0404'AND 6 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES
 QT0404'AND THE DISK IS STAMPED LOW NO 2 1952.
 QT0404'
 QT0404'THE AZIMUTH MARK IS 13 FEET NORTH OF A GATE POST, 4 FEET NORTHEAST
 QT0404'OF A 4 X 4 INCH WITNESS POST AND 3 FEET EAST OF A WIRE FENCE.
 QT0404'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOW 1952.
 QT0404'
 QT0404'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0710 ***********************************************************************
 PS0710  DESIGNATION -  LOWER BRULE ST MARYS CATH CH
 PS0710  PID         -  PS0710
 PS0710  STATE/COUNTY-  SD/LYMAN
 PS0710  COUNTRY     -  US
 PS0710  USGS QUAD   -  LOWER BRULE (2017)
 PS0710
 PS0710                         *CURRENT SURVEY CONTROL
 PS0710  ______________________________________________________________________
 PS0710* NAD 83(1996) POSITION- 44 04 45.68829(N) 099 33 42.79216(W)   ADJUSTED
 PS0710  ______________________________________________________________________
 PS0710  GEOID HEIGHT    -        -24.706 (meters)                     GEOID18
 PS0710  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 PS0710  HORZ ORDER      -  THIRD
 PS0710
 PS0710.The horizontal coordinates were established by classical geodetic methods
 PS0710.and adjusted by the National Geodetic Survey in January 1998.
 PS0710
 PS0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0710.GEOID18 height accuracy estimate available here.
 PS0710
 PS0710.Click photographs - Photos may exist for this station.
 PS0710
 PS0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0710
 PS0710. The following values were computed from the NAD 83(1996) position.
 PS0710
 PS0710;                    North         East     Units Scale Factor Converg.
 PS0710;SPC SD S     -   194,258.978   661,787.620   MT  0.99993920   +0 31 55.9
 PS0710;SPC SD S     -   637,331.33  2,171,214.88   sFT  0.99993920   +0 31 55.9
 PS0710;UTM  14      - 4,880,840.466   455,011.296   MT  0.99962489   -0 23 27.2
 PS0710
 PS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5501180840(NAD 83)
 PS0710
 PS0710                          SUPERSEDED SURVEY CONTROL
 PS0710
 PS0710  NAD 83(1986)-  44 04 45.68586(N)    099 33 42.79775(W) AD(       ) 3
 PS0710  NAD 27      -  44 04 45.72400(N)    099 33 41.40100(W) AD(       ) 3
 PS0710
 PS0710.Superseded values are not recommended for survey control.
 PS0710
 PS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0710.See file dsdata.pdf to determine how the superseded data were derived.
 PS0710
 PS0710_MARKER: 91 = CHURCH CROSS
 PS0710
 PS0710  HISTORY     - Date     Condition        Report By
 PS0710  HISTORY     - 1948     FIRST OBSERVED   CGS
 PS0710
 PS0710                          STATION DESCRIPTION
 PS0710
 PS0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0710'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE SMALL VILLAGE
 PS0710'OF LOWER BRULE.  IT IS ABOUT 100 FEET EAST OF MAIN ROAD AND
 PS0710'IS ABOUT 40 FEET HIGH.  IT IS A WOODEN STRUCTURE AND IS PAINTED
 PS0710'WHITE.
 PS0710'
 PS0710'THE POINT THAT WAS INTERSECTED WAS A CROSS AT THE APEX OF
 PS0710'THE BELFRY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0907 ***********************************************************************
 OR0907  DESIGNATION -  LUCAS
 OR0907  PID         -  OR0907
 OR0907  STATE/COUNTY-  SD/GREGORY
 OR0907  COUNTRY     -  US
 OR0907  USGS QUAD   -  DIXON SE (2017)
 OR0907
 OR0907                         *CURRENT SURVEY CONTROL
 OR0907  ______________________________________________________________________
 OR0907* NAD 83(1996) POSITION- 43 18 34.74723(N) 099 16 03.16309(W)   ADJUSTED
 OR0907* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 OR0907  ______________________________________________________________________
 OR0907  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 OR0907  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 OR0907  HORZ ORDER      -  FIRST
 OR0907
 OR0907.The horizontal coordinates were established by classical geodetic methods
 OR0907.and adjusted by the National Geodetic Survey in January 1998.
 OR0907
 OR0907.The orthometric height was scaled from a topographic map.
 OR0907
 OR0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0907.GEOID18 height accuracy estimate available here.
 OR0907
 OR0907.Click photographs - Photos may exist for this station.
 OR0907
 OR0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0907
 OR0907. The following values were computed from the NAD 83(1996) position.
 OR0907
 OR0907;                    North         East     Units Scale Factor Converg.
 OR0907;SPC SD S     -   109,014.855   686,458.530   MT  0.99992131   +0 44 06.8
 OR0907;SPC SD S     -   357,659.57  2,252,156.03   sFT  0.99992131   +0 44 06.8
 OR0907;UTM  14      - 4,795,236.808   478,302.646   MT  0.99960579   -0 11 00.7
 OR0907
 OR0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0907!SPC SD S     -   0.99989772  x   0.99992131  =   0.99981903
 OR0907!UTM  14      -   0.99989772  x   0.99960579  =   0.99950355
 OR0907
 OR0907:                Primary Azimuth Mark                     Grid Az
 OR0907:SPC SD S     -  BRICKKILN 2                              023 18 51.9
 OR0907:UTM  14      -  BRICKKILN 2                              024 13 59.4
 OR0907
 OR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7830295236(NAD 83)
 OR0907
 OR0907|---------------------------------------------------------------------|
 OR0907| PID    Reference Object                     Distance      Geod. Az  |
 OR0907|                                                           dddmmss.s |
 OR0907| OR0886 BRICKKILN 2                         APPROX.10.6 KM 0240258.7 |
 OR0907| CO3986 LUCAS AZ MK                                        0641644.7 |
 OR0907| OR0894 HERRICK MUNICIPAL TANK              APPROX.22.7 KM 1632049.5 |
 OR0907| CO3987 LUCAS RM 1                           24.695 METERS 17405     |
 OR0907| OR0896 BURKE CATHOLIC CHURCH SPIRE         APPROX.14.4 KM 1865833.5 |
 OR0907| OR0895 BURKE MUNICIPAL TANK                APPROX.14.5 KM 1880616.9 |
 OR0907| OR0901 GREGORY CATH CH OF ST JOSEPH        APPROX.16.0 KM 2365400.4 |
 OR0907| OR0902 GREGORY METHODIST CHURCH SPIRE      APPROX.16.0 KM 2370358.4 |
 OR0907| OR0899 GREGORY MUNICIPAL RES OR TANK       APPROX.15.6 KM 2402153.3 |
 OR0907| CO3988 LUCAS RM 2                           63.106 METERS 29822     |
 OR0907|---------------------------------------------------------------------|
 OR0907
 OR0907                          SUPERSEDED SURVEY CONTROL
 OR0907
 OR0907  NAD 83(1995)-  43 18 34.74692(N)    099 16 03.16462(W) AD(       ) 1
 OR0907  NAD 83(1986)-  43 18 34.75176(N)    099 16 03.17038(W) AD(       ) 1
 OR0907  NAD 27      -  43 18 34.75400(N)    099 16 01.81300(W) AD(       ) 1
 OR0907
 OR0907.Superseded values are not recommended for survey control.
 OR0907
 OR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0907.See file dsdata.pdf to determine how the superseded data were derived.
 OR0907
 OR0907_MARKER: DS = TRIANGULATION STATION DISK
 OR0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0907_STAMPING: LUCAS 1934
 OR0907_MARK LOGO: CGS
 OR0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0907+STABILITY: SURFACE MOTION
 OR0907
 OR0907  HISTORY     - Date     Condition        Report By
 OR0907  HISTORY     - 1934     MONUMENTED       CGS
 OR0907  HISTORY     - 1936     GOOD             CGS
 OR0907  HISTORY     - 1948     GOOD             CGS
 OR0907
 OR0907                          STATION DESCRIPTION
 OR0907
 OR0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0907'STATION IS LOCATED ON HIGH GROUND, 1/4 MILE NORTH OF THE CENTER
 OR0907'OF SEC. 17, T. 98 N., R. 71 W., 9 MILES NORTH BY EAST OF BURKE
 OR0907'AND 3 MILES WEST-NORTHWEST OF LUCAS.  THE STATION MARK IS 9 FEET
 OR0907'WEST OF THE FENCE DIVIDING THE EAST AND WEST HALVES OF SECTION
 OR0907'17 AND 100 FEET SOUTH OF A T-FENCE WEST AND 100 FEET NORTH OF A
 OR0907'T-FENCE EAST, AND PROJECTS 6 INCHES ABOVE GROUND.
 OR0907'
 OR0907'TO REACH STATION FROM LUELLYN HOTEL IN GREGORY, GO NORTH ON
 OR0907'PAVED STREET 0.65 MILE TO A GRAVEL T-JUNCTION AND TURN RIGHT.
 OR0907'PROCEED 3.75 MILES EAST TO CROSSROADS WITH A SCHOOL IN THE
 OR0907'SOUTHEAST ANGLE, TURN LEFT AND GO 3.0 MILES NORTH TO CROSSROADS,
 OR0907'TURN RIGHT AND GO 5.0 MILES EAST ON MAIN GRAVEL ROAD, TURN LEFT
 OR0907'AND GO 2.0 MILES NORTH TO CROSSROADS.  PROCEED WEST 0.6 MILE
 OR0907'OR 0.1 MILE BEYOND A T-ROAD NORTH AND TURN LEFT (SOUTH) THROUGH
 OR0907'OPENING IN FENCE AND DRIVE 0.3 MILE SOUTHEAST ACROSS FIELD TO
 OR0907'A T-FENCE CORNER.  STATION IS 100 FEET SOUTH ON HILL SUMMIT.
 OR0907'
 OR0907'AZIMUTH MARK IS 0.75 MILE EAST-NORTHEAST OF STATION, IN FENCE
 OR0907'CORNER, 40 FEET NORTH OF THE CENTERLINE OF ROAD, 8 FEET NORTH
 OR0907'OF FENCE CORNER AND 33 FEET EAST OF LANE LEADING TO FARMHOUSE.
 OR0907'TO REACH FROM STATION, GO NORTH TO THE TAKE-DOWN FENCE AND TURN
 OR0907'RIGHT AND GO .65 MILE EAST TO MARK ON LEFT, WHICH PROJECTS 6
 OR0907'INCHES ABOVE GROUND.
 OR0907'
 OR0907'REFERENCE MARK NO. 1 IS ABOUT 1/4 MILE NORTH OF THE CENTER OF
 OR0907'SEC. 17, T. 98 N., R. W., IN THE FENCE DIVIDING THE EAST AND
 OR0907'WEST HALVES OF THE SECTION.  IT IS 15 FEET NORTH OF A T-FENCE
 OR0907'EAST AND PROJECTS 6 INCHES ABOVE GROUND.
 OR0907'
 OR0907'REFERENCE MARK NO. 2 IS ABOUT 1/4 MILE NORTH OF THE CENTER OF SEC.
 OR0907'17, T. 98 N., R. 71 W., IN A T-FENCE WEST AND 180 FEET WEST OF
 OR0907'FENCE DIVIDING THE EAST AND WEST HALVES OF THE SECTION, AND
 OR0907'PROJECTS 6 INCHES ABOVE GROUND.
 OR0907'
 OR0907'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OR0907
 OR0907                          STATION RECOVERY (1936)
 OR0907
 OR0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0907'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  ALL
 OR0907'MEASUREMENTS CHECKED.
 OR0907'
 OR0907'TO REACH FROM GREGORY, GO NORTH ALONG THE MAIN STREET OF GREGORY
 OR0907'FROM THE COMMERCIAL STATE BANK FOR 1.2 MILES, GO EAST 3.7 MILES AND
 OR0907'TURN NORTH JUST BEFORE REACHING A CHURCH, GO NORTH 3.0 MILES,
 OR0907'GO EAST 5.1 MILES, GO NORTH 2.0 MILES ALONG A SECTION ROAD, GO
 OR0907'WEST 0.6 MILE TO A GAP IN FENCE ON THE SOUTH OF ROAD, ENTER
 OR0907'FIELD AND DRIVE SOUTH TO THE HIGHEST POINT IN FIELD ABOUT 1/4
 OR0907'MILE SOUTH OF THE ROAD.  THE STATION IS ABOUT 8 FEET WEST OF A
 OR0907'NORTH-AND-SOUTH FENCE (THE FENCE RUNNING JUST ABOUT EVEN
 OR0907'WITH THE CENTERLINE OF SECTION ROADS TO THE NORTH AND SOUTH
 OR0907'OF THE FIELD), ABOUT 125 FEET SOUTH OF AN EAST AND WEST
 OR0907'ROAD.
 OR0907'
 OR0907'REFERENCE MARK NO. 1 IS 80.99 FEET SOUTH OF THE STATION, AND
 OR0907'PROJECTS ABOUT 4 INCHES.
 OR0907'
 OR0907'REFERENCE MARK NO. 2 IS 206.95 FEET WEST-NORTHWEST OF STATION,
 OR0907'AND PROJECTS 4 INCHES.
 OR0907
 OR0907                          STATION RECOVERY (1948)
 OR0907
 OR0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0907'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OR0907'TO BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 OR0907'DID NOT CHECK AND THE AZIMUTH MARK HAS BEEN MOVED.  A COMPLETE
 OR0907'NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED ON HIGH GROUND IN A
 OR0907'FIELD ABOUT 12 MILES NORTHEAST OF GREGORY AND 3 MILES WEST
 OR0907'NORTHWEST OF LUCAS.  STATION IS 100 FEET SOUTH OF T FENCE CORNER
 OR0907'AND 9 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 OR0907'AND THE DISK IS STAMPED LUCAS 1934.
 OR0907'
 OR0907'REFERENCE MARK NO. 1 IS 81.02 FEET SOUTH OF STATION AND 1 FOOT
 OR0907'WEST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 OR0907'IS STAMPED LUCAS NO 1 1934.
 OR0907'
 OR0907'REFERENCE MARK NO. 2 IS 207.04 FEET WEST NORTHWEST OF STATION
 OR0907'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 OR0907'AND THE DISK IS STAMPED LUCAS NO 2 1934.
 OR0907'
 OR0907'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST OF STATION, 51
 OR0907'FEET EAST OF TELEPHONE POLE, 29 FEET NORTH OF THE APPROXIMATE
 OR0907'CENTERLINE OF DIRT ROAD AND IN FENCELINE.  THE MARK PROJECTS
 OR0907'ABOUT 1.5 FEET AND THE DISK, A STANDARD REFERENCE MARK DISK,
 OR0907'IS STAMPED LUCAS AZI 1934.
 OR0907'
 OR0907'TO REACH FROM THE POST OFFICE IN GREGORY GO NORTH ON PAVED
 OR0907'STREET FOR 0.6 TO GRAVEL T JUNCTION.  TURN RIGHT AND GO EAST
 OR0907'FOR 3.75 MILES TO CROSS ROADS WITH SCHOOL IN THE SOUTHEAST
 OR0907'CORNER.  TURN LEFT AND GO NORTH 3.0 MILES TO CROSS ROADS.  TURN
 OR0907'RIGHT AND GO 5.0 MILES EAST ON MAIN GRAVEL ROAD TO T ROAD LEFT.
 OR0907'TURN LEFT AND GO NORTH 2.0 MILES TO CROSS ROADS.  TURN LEFT
 OR0907'AND GO WEST 0.6 MILE, OR 0.1 MILE BEYOND A T ROAD RIGHT,
 OR0907'TO GATE ON LEFT OR SOUTH SIDE OF ROAD.  PASS THROUGH GATE AND
 OR0907'GO 0.3 MILE SOUTHEAST THROUGH PASTURE TO T FENCECORNER.
 OR0907'STATION IS 100 FEET SOUTH ON HILL SUMMIT AS DESCRIBED.
 OR0907'
 OR0907'*TO REACH AZIMUTH MARK FROM THIS POINT GO EAST FOR 0.1 MILE
 OR0907'TO AZIMUTH ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 OR0907'
 OR0907'A 4 FOOT SIGNAL AT STATION BRICKKILN 2 1934 IS VISIBLE FROM THE
 OR0907'GROUND.
 OR0907'
 OR0907'A 4 FOOT SIGNAL AT MULLEN 1936 IS VISIBLE FROM THE GROUND.
 OR0907'
 OR0907'HEIGHT OF LIGHT ABOVE STATION-1 METER
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1140 ***********************************************************************
 PT1140  DESIGNATION -  LUCERNE
 PT1140  PID         -  PT1140
 PT1140  STATE/COUNTY-  SD/HAAKON
 PT1140  COUNTRY     -  US
 PT1140  USGS QUAD   -  POWELL NW (2017)
 PT1140
 PT1140                         *CURRENT SURVEY CONTROL
 PT1140  ______________________________________________________________________
 PT1140* NAD 83(1996) POSITION- 44 12 16.59055(N) 101 26 48.69288(W)   ADJUSTED
 PT1140* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 PT1140  ______________________________________________________________________
 PT1140  GEOID HEIGHT    -        -21.760 (meters)                     GEOID18
 PT1140  LAPLACE CORR    -         -8.06  (seconds)                    DEFLEC18
 PT1140  HORZ ORDER      -  THIRD
 PT1140
 PT1140.The horizontal coordinates were established by classical geodetic methods
 PT1140.and adjusted by the National Geodetic Survey in January 1998.
 PT1140
 PT1140.The orthometric height was scaled from a topographic map.
 PT1140
 PT1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1140.GEOID18 height accuracy estimate available here.
 PT1140
 PT1140.Click photographs - Photos may exist for this station.
 PT1140
 PT1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1140
 PT1140. The following values were computed from the NAD 83(1996) position.
 PT1140
 PT1140;                    North         East     Units Scale Factor Converg.
 PT1140;SPC SD S     -   208,485.145   511,002.131   MT  0.99995920   -0 46 05.4
 PT1140;SPC SD S     -   684,005.01  1,676,512.82   sFT  0.99995920   -0 46 05.4
 PT1140;UTM  14      - 4,897,510.129   304,498.933   MT  1.00007008   -1 42 23.6
 PT1140
 PT1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1140!SPC SD S     -   0.99988857  x   0.99995920  =   0.99984778
 PT1140!UTM  14      -   0.99988857  x   1.00007008  =   0.99995865
 PT1140
 PT1140:                Primary Azimuth Mark                     Grid Az
 PT1140:SPC SD S     -  LUCERNE AZ MK                            182 12 00.2
 PT1140:UTM  14      -  LUCERNE AZ MK                            183 08 18.4
 PT1140
 PT1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0449897510(NAD 83)
 PT1140
 PT1140|---------------------------------------------------------------------|
 PT1140| PID    Reference Object                     Distance      Geod. Az  |
 PT1140|                                                           dddmmss.s |
 PT1140| CP9891 LUCERNE RM 1                         15.037 METERS 17914     |
 PT1140| CP9890 LUCERNE AZ MK                                      1812554.8 |
 PT1140| CP9892 LUCERNE RM 2                         19.066 METERS 26908     |
 PT1140| PT1148 HANSENS WIND CHARGER                APPROX.10.4 KM 3143524.6 |
 PT1140|---------------------------------------------------------------------|
 PT1140
 PT1140                          SUPERSEDED SURVEY CONTROL
 PT1140
 PT1140  NAD 83(1986)-  44 12 16.58369(N)    101 26 48.69551(W) AD(       ) 3
 PT1140  NAD 27      -  44 12 16.62800(N)    101 26 47.17800(W) AD(       ) 3
 PT1140
 PT1140.Superseded values are not recommended for survey control.
 PT1140
 PT1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1140.See file dsdata.pdf to determine how the superseded data were derived.
 PT1140
 PT1140_MARKER: DS = TRIANGULATION STATION DISK
 PT1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1140_STAMPING: LUCERNE 1952
 PT1140_MARK LOGO: CGS
 PT1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1140+STABILITY: SURFACE MOTION
 PT1140
 PT1140  HISTORY     - Date     Condition        Report By
 PT1140  HISTORY     - 1952     MONUMENTED       CGS
 PT1140
 PT1140                          STATION DESCRIPTION
 PT1140
 PT1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1140'THE STATION IS IN SECTION 23, T 3 N, R 22 E, ABOUT 11 MILES
 PT1140'NORTH AND 2 MILES EAST OF POWELL, ABOUT 5 MILES WEST AND 2
 PT1140'MILES SOUTH OF THE SMALL VILLAGE OF OTTUMWA, 29 FEET EAST OF
 PT1140'A GRAVELED ROAD, 14 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET
 PT1140'WEST OF A WIRE FENCE, AND 4 FEET SOUTH OF A WHITE 4 IN X 4
 PT1140'IN WITNESS POST.
 PT1140'
 PT1140'TO REACH THE STATION FROM THE CROSSROADS ON U.S. HIGHWAY
 PT1140'14 ABOUT 1 MILE NORTH OF POWELL, GO NORTH ON GRAVELED ROAD FOR
 PT1140'3.5 MILES TO A FORK WHERE THE MAIN ROAD TURNS RIGHT, TAKE
 PT1140'RIGHT FORK ON MAIN ROAD AND GO EAST AND NORTH FOR 7.4 MILES
 PT1140'TO A T-INTERSECTION, TURN RIGHT AND GO EAST AND NORTH FOR 1.1
 PT1140'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 PT1140'CONTINUE NORTH ON GRAVELED ROAD FOR 0.4 MILE TO THE STATION
 PT1140'ON THE RIGHT AS DESCRIBED ABOVE.
 PT1140'
 PT1140'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1140'LUCERNE 1952.
 PT1140'
 PT1140'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE GRAVELED ROAD,
 PT1140'5 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES
 PT1140'AND THE DISK IS STAMPED LUCERNE NO 1 1952.
 PT1140'
 PT1140'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE GRAVELED ROAD,
 PT1140'15 FEET SOUTH OF A FENCE CORNER, AND 2 FEET EAST OF A WIRE
 PT1140'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PT1140'LUCERNE NO 2 1952.
 PT1140'
 PT1140'THE AZIMUTH MARK IS 34 FEET WEST OF THE GRAVELED ROAD, 4 FEET
 PT1140'SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST, AND 1 FOOT EAST OF
 PT1140'A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PT1140'STAMPED LUCERNE 1952.
 PT1140'
 PT1140'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0488 ***********************************************************************
 QT0488  DESIGNATION -  LUD
 QT0488  PID         -  QT0488
 QT0488  STATE/COUNTY-  SD/HARDING
 QT0488  COUNTRY     -  US
 QT0488  USGS QUAD   -  LUDLOW (2017)
 QT0488
 QT0488                         *CURRENT SURVEY CONTROL
 QT0488  ______________________________________________________________________
 QT0488* NAD 83(1996) POSITION- 45 46 35.13928(N) 103 24 29.18132(W)   ADJUSTED
 QT0488* NAVD 88 ORTHO HEIGHT -   934.780 (meters)     3066.86  (feet) ADJUSTED
 QT0488  ______________________________________________________________________
 QT0488  GEOID HEIGHT    -        -15.874 (meters)                     GEOID18
 QT0488  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 QT0488  DYNAMIC HEIGHT  -        934.658 (meters)     3066.46  (feet) COMP
 QT0488  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 QT0488
 QT0488  HORZ ORDER      -  THIRD
 QT0488  VERT ORDER      -  FIRST     CLASS II
 QT0488
 QT0488.The horizontal coordinates were established by classical geodetic methods
 QT0488.and adjusted by the National Geodetic Survey in January 1998.
 QT0488
 QT0488.The orthometric height was determined by differential leveling and
 QT0488.adjusted by the NATIONAL GEODETIC SURVEY
 QT0488.in April 2000.
 QT0488
 QT0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0488.GEOID18 height accuracy estimate available here.
 QT0488
 QT0488.Click photographs - Photos may exist for this station.
 QT0488
 QT0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0488
 QT0488.The dynamic height is computed by dividing the NAVD 88
 QT0488.geopotential number by the normal gravity value computed on the
 QT0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0488.degrees latitude (g = 980.6199 gals.).
 QT0488
 QT0488.The modeled gravity was interpolated from observed gravity values.
 QT0488
 QT0488. The following values were computed from the NAD 83(1996) position.
 QT0488
 QT0488;                    North         East     Units Scale Factor Converg.
 QT0488;SPC SD N     -   221,509.863   335,008.767   MT  1.00001930   -2 24 43.4
 QT0488;SPC SD N     -   726,736.94  1,099,107.93   sFT  1.00001930   -2 24 43.4
 QT0488;UTM  13      - 5,070,439.763   623,759.148   MT  0.99978830   +1 08 27.4
 QT0488
 QT0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0488!SPC SD N     -   0.99985596  x   1.00001930  =   0.99987526
 QT0488!UTM  13      -   0.99985596  x   0.99978830  =   0.99964429
 QT0488
 QT0488:                Primary Azimuth Mark                     Grid Az
 QT0488:SPC SD N     -  Y 26                                     032 22 59.3
 QT0488:UTM  13      -  Y 26                                     028 49 48.5
 QT0488
 QT0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2375970439(NAD 83)
 QT0488
 QT0488|---------------------------------------------------------------------|
 QT0488| PID    Reference Object                     Distance      Geod. Az  |
 QT0488|                                                           dddmmss.s |
 QT0488| AI0433 LUD RM 1                             13.473 METERS 01358     |
 QT0488| QT0228 Y 26                                               0295815.9 |
 QT0488| AI0432 LUD RM 2                             14.902 METERS 10400     |
 QT0488| QT0481 CAIRN                               APPROX. 8.4 KM 2041443.2 |
 QT0488|---------------------------------------------------------------------|
 QT0488
 QT0488                          SUPERSEDED SURVEY CONTROL
 QT0488
 QT0488  NAD 83(1993)-  45 46 35.12846(N)    103 24 29.17751(W) AD(       ) 3
 QT0488  NAD 83(1986)-  45 46 35.12578(N)    103 24 29.17574(W) AD(       ) 3
 QT0488  NAD 27      -  45 46 35.13100(N)    103 24 27.50500(W) AD(       ) 3
 QT0488
 QT0488.Superseded values are not recommended for survey control.
 QT0488
 QT0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0488.See file dsdata.pdf to determine how the superseded data were derived.
 QT0488
 QT0488_MARKER: DS = TRIANGULATION STATION DISK
 QT0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0488_STAMPING: LUD 1952
 QT0488_MARK LOGO: CGS
 QT0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0488+STABILITY: SURFACE MOTION
 QT0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0488+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0488
 QT0488  HISTORY     - Date     Condition        Report By
 QT0488  HISTORY     - 1952     MONUMENTED       CGS
 QT0488  HISTORY     - 19980928 GOOD             NGS
 QT0488
 QT0488                          STATION DESCRIPTION
 QT0488
 QT0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0488'THE STATION IS IN SECTION 17, T 21 N, R 6 E, IN PASTURE LAND
 QT0488'ABOUT 4 MILES SOUTH AND 1-1/2 MILES WEST OF LUDLOW, 1/4 MILE
 QT0488'EAST OF U.S. HIGHWAY 85 AND 11 FEET WEST-NORTHWEST OF A 4 X 4
 QT0488'INCH WITNESS POST.
 QT0488'
 QT0488'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO SOUTH
 QT0488'ON U.S. HIGHWAY 85 FOR 2.8 MILES TO A GATE AND BENCH MARK Y 26
 QT0488'(AZIMUTH MARK) AS DESCRIBED, (THIS IS ON THE WEST SIDE OF THE
 QT0488'HIGHWAY), CONTINUE SOUTH ON THE HIGHWAY FOR 0.5 MILE TO A
 QT0488'TRACK ROAD ON THE LEFT IN THE CENTER OF A SHARP CURVE, TURN LEFT
 QT0488'AND GO EAST ON THE TRACK ROAD FOR 0.2 MILE TO A POINT WHERE
 QT0488'THE TRACK ROAD TURNS RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.05
 QT0488'MILE TO TOP OF RIDGE AND THE STATION.
 QT0488'
 QT0488'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0488'LUD 1952.
 QT0488'
 QT0488'REFERENCE MARK 1 IS 47 FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 QT0488'THE MARK PROJECTS 9 INCHES AND THE DISK IS STAMPED LUD NO 1
 QT0488'1952.
 QT0488'
 QT0488'REFERENCE MARK 2 IS 38 FEET EAST-SOUTHEAST OF A 4 X 4 INCH
 QT0488'WITNESS POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 QT0488'STAMPED LUD NO 2 1952.
 QT0488'
 QT0488'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK
 QT0488'DISK SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST.  THE
 QT0488'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED Y 26 1934.
 QT0488'
 QT0488'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0488
 QT0488                          STATION RECOVERY (1998)
 QT0488
 QT0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0488'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 QT0488'IN LUDLOW, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY ALONG A TRACK ROAD,
 QT0488'89.9 M (294.9 FT) NORTHEAST OF THE ROAD CENTER, 87.5 M (287.1 FT) EAST
 QT0488'OF A FENCE, 14.9 M (48.9 FT) WEST OF REFERENCE MARK 2, 13.5 M (44.3
 QT0488'FT) SOUTH OF REFERENCE MARK 1, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE
 QT0488'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0488'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY TERRY HAFNER, HC
 QT0488'63, BOX 27, LUDLOW, SD 57755.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0433 ***********************************************************************
 AI0433  DESIGNATION -  LUD RM 1
 AI0433  PID         -  AI0433
 AI0433  STATE/COUNTY-  SD/HARDING
 AI0433  COUNTRY     -  US
 AI0433  USGS QUAD   -  LUDLOW (2017)
 AI0433
 AI0433                         *CURRENT SURVEY CONTROL
 AI0433  ______________________________________________________________________
 AI0433* NAD 83(1986) POSITION- 45 46 35.56   (N) 103 24 29.03   (W)   HD_HELD1
 AI0433* NAVD 88 ORTHO HEIGHT -   934.437 (meters)     3065.73  (feet) ADJUSTED
 AI0433  ______________________________________________________________________
 AI0433  GEOID HEIGHT    -        -15.874 (meters)                     GEOID18
 AI0433  DYNAMIC HEIGHT  -        934.315 (meters)     3065.33  (feet) COMP
 AI0433  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 AI0433
 AI0433  VERT ORDER      -  FIRST     CLASS II
 AI0433
 AI0433.The horizontal coordinates were determined by differentially corrected
 AI0433.hand held GPS observations or other comparable positioning techniques
 AI0433.and have an estimated accuracy of +/- 3 meters.
 AI0433
 AI0433.The orthometric height was determined by differential leveling and
 AI0433.adjusted by the NATIONAL GEODETIC SURVEY
 AI0433.in April 2000.
 AI0433
 AI0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0433.GEOID18 height accuracy estimate available here.
 AI0433
 AI0433.Click photographs - Photos may exist for this station.
 AI0433
 AI0433.The dynamic height is computed by dividing the NAVD 88
 AI0433.geopotential number by the normal gravity value computed on the
 AI0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0433.degrees latitude (g = 980.6199 gals.).
 AI0433
 AI0433.The modeled gravity was interpolated from observed gravity values.
 AI0433
 AI0433;                    North         East    Units  Estimated Accuracy
 AI0433;SPC SD N     -   221,522.7     335,012.6     MT  (+/- 3 meters HH1 GPS) 
 AI0433
 AI0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2376270452(NAD 83)
 AI0433
 AI0433                          SUPERSEDED SURVEY CONTROL
 AI0433
 AI0433.No superseded survey control is available for this station.
 AI0433
 AI0433_MARKER: DR = REFERENCE MARK DISK
 AI0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0433_STAMPING: LUD NO 1 1952
 AI0433_MARK LOGO: CGS
 AI0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0433+STABILITY: SURFACE MOTION
 AI0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0433+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0433
 AI0433  HISTORY     - Date     Condition        Report By
 AI0433  HISTORY     - 1952     MONUMENTED       CGS
 AI0433  HISTORY     - 19980928 GOOD             NGS
 AI0433
 AI0433                          STATION DESCRIPTION
 AI0433
 AI0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0433'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0433'IN LUDLOW, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY ALONG A TRACK ROAD,
 AI0433'103.0 M (337.9 FT) NORTHEAST OF THE ROAD CENTER, 87.5 M (287.1 FT)
 AI0433'EAST OF A FENCE, 13.5 M (44.3 FT) NORTH OF THE STATION MARK, 3.5 M
 AI0433'(11.5 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M
 AI0433'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 AI0433'OWNED BY TERRY HAFNER, HC 63, BOX 27, LUDLOW, SD 57755.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI0432 ***********************************************************************
 AI0432  DESIGNATION -  LUD RM 2
 AI0432  PID         -  AI0432
 AI0432  STATE/COUNTY-  SD/HARDING
 AI0432  COUNTRY     -  US
 AI0432  USGS QUAD   -  LUDLOW (2017)
 AI0432
 AI0432                         *CURRENT SURVEY CONTROL
 AI0432  ______________________________________________________________________
 AI0432* NAD 83(1986) POSITION- 45 46 35.02   (N) 103 24 28.51   (W)   HD_HELD1
 AI0432* NAVD 88 ORTHO HEIGHT -   934.454 (meters)     3065.79  (feet) ADJUSTED
 AI0432  ______________________________________________________________________
 AI0432  GEOID HEIGHT    -        -15.874 (meters)                     GEOID18
 AI0432  DYNAMIC HEIGHT  -        934.332 (meters)     3065.39  (feet) COMP
 AI0432  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 AI0432
 AI0432  VERT ORDER      -  FIRST     CLASS II
 AI0432
 AI0432.The horizontal coordinates were determined by differentially corrected
 AI0432.hand held GPS observations or other comparable positioning techniques
 AI0432.and have an estimated accuracy of +/- 3 meters.
 AI0432
 AI0432.The orthometric height was determined by differential leveling and
 AI0432.adjusted by the NATIONAL GEODETIC SURVEY
 AI0432.in April 2000.
 AI0432
 AI0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0432.GEOID18 height accuracy estimate available here.
 AI0432
 AI0432.Click photographs - Photos may exist for this station.
 AI0432
 AI0432.The dynamic height is computed by dividing the NAVD 88
 AI0432.geopotential number by the normal gravity value computed on the
 AI0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0432.degrees latitude (g = 980.6199 gals.).
 AI0432
 AI0432.The modeled gravity was interpolated from observed gravity values.
 AI0432
 AI0432;                    North         East    Units  Estimated Accuracy
 AI0432;SPC SD N     -   221,505.6     335,023.1     MT  (+/- 3 meters HH1 GPS) 
 AI0432
 AI0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2377370436(NAD 83)
 AI0432
 AI0432                          SUPERSEDED SURVEY CONTROL
 AI0432
 AI0432.No superseded survey control is available for this station.
 AI0432
 AI0432_MARKER: DR = REFERENCE MARK DISK
 AI0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0432_STAMPING: LUD NO 2 1952
 AI0432_MARK LOGO: CGS
 AI0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0432+STABILITY: SURFACE MOTION
 AI0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0432+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AI0432
 AI0432  HISTORY     - Date     Condition        Report By
 AI0432  HISTORY     - 1952     MONUMENTED       CGS
 AI0432  HISTORY     - 19980928 GOOD             NGS
 AI0432
 AI0432                          STATION DESCRIPTION
 AI0432
 AI0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AI0432'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 AI0432'IN LUDLOW, THENCE 0.7 KM (0.45 MI) NORTHWESTERLY ALONG A TRACK ROAD,
 AI0432'102.0 M (334.6 FT) EAST OF A FENCE, 89.9 M (294.9 FT) NORTHEAST OF THE
 AI0432'ROAD CENTER, 14.9 M (48.9 FT) EAST OF THE STATION MARK, 3.5 M (11.5
 AI0432'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AI0432'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 AI0432'BY TERRY HAFNER, HC 63, BOX 27, LUDLOW, SD 57755.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0484 ***********************************************************************
 QT0484  DESIGNATION -  LUDLOW
 QT0484  PID         -  QT0484
 QT0484  STATE/COUNTY-  SD/HARDING
 QT0484  COUNTRY     -  US
 QT0484  USGS QUAD   -  LUDLOW SE (2017)
 QT0484
 QT0484                         *CURRENT SURVEY CONTROL
 QT0484  ______________________________________________________________________
 QT0484* NAD 83(1996) POSITION- 45 50 38.36135(N) 103 22 08.08749(W)   ADJUSTED
 QT0484* NAVD 88 ORTHO HEIGHT -  1022.    (meters)     3353.    (feet) SCALED
 QT0484  ______________________________________________________________________
 QT0484  GEOID HEIGHT    -        -15.886 (meters)                     GEOID18
 QT0484  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 QT0484  HORZ ORDER      -  SECOND
 QT0484
 QT0484.The horizontal coordinates were established by classical geodetic methods
 QT0484.and adjusted by the National Geodetic Survey in January 1998.
 QT0484
 QT0484.The orthometric height was scaled from a topographic map.
 QT0484
 QT0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0484.GEOID18 height accuracy estimate available here.
 QT0484
 QT0484.Click photographs - Photos may exist for this station.
 QT0484
 QT0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0484
 QT0484. The following values were computed from the NAD 83(1996) position.
 QT0484
 QT0484;                    North         East     Units Scale Factor Converg.
 QT0484;SPC SD N     -   228,885.333   338,366.770   MT  1.00003498   -2 23 03.5
 QT0484;SPC SD N     -   750,934.63  1,110,124.98   sFT  1.00003498   -2 23 03.5
 QT0484;UTM  13      - 5,078,007.427   626,652.838   MT  0.99979721   +1 10 13.3
 QT0484
 QT0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0484!SPC SD N     -   0.99984237  x   1.00003498  =   0.99987735
 QT0484!UTM  13      -   0.99984237  x   0.99979721  =   0.99963961
 QT0484
 QT0484:                Primary Azimuth Mark                     Grid Az
 QT0484:SPC SD N     -  Z 26 RESET                               201 26 21.8
 QT0484:UTM  13      -  Z 26 RESET                               197 53 05.0
 QT0484
 QT0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2665278007(NAD 83)
 QT0484
 QT0484|---------------------------------------------------------------------|
 QT0484| PID    Reference Object                     Distance      Geod. Az  |
 QT0484|                                                           dddmmss.s |
 QT0484| CQ8518 LUDLOW RM 1                           9.194 METERS 02817     |
 QT0484| QT0486 LUDLOW A PT                          23.392 METERS 07343     |
 QT0484| QT0485 LUDLOW 2                            187.195 METERS 16343     |
 QT0484| QT0229 Z 26                                               1982603.5 |
 QT0484| QT0230 Z 26 RESET                                         1990318.3 |
 QT0484| QT0487 LUDLOW B PT                          12.653 METERS 25343     |
 QT0484| CQ8519 LUDLOW RM 2                          13.854 METERS 27901     |
 QT0484|---------------------------------------------------------------------|
 QT0484
 QT0484                          SUPERSEDED SURVEY CONTROL
 QT0484
 QT0484  NAD 83(1993)-  45 50 38.34991(N)    103 22 08.08404(W) AD(       ) 2
 QT0484  NAD 83(1986)-  45 50 38.34703(N)    103 22 08.08285(W) AD(       ) 2
 QT0484  NAD 27      -  45 50 38.34400(N)    103 22 06.42400(W) AD(       ) 2
 QT0484
 QT0484.Superseded values are not recommended for survey control.
 QT0484
 QT0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0484.See file dsdata.pdf to determine how the superseded data were derived.
 QT0484
 QT0484_MARKER: DS = TRIANGULATION STATION DISK
 QT0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0484_STAMPING: LUDLOW 1952
 QT0484_MARK LOGO: CGS
 QT0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0484+STABILITY: SURFACE MOTION
 QT0484
 QT0484  HISTORY     - Date     Condition        Report By
 QT0484  HISTORY     - 1952     MONUMENTED       CGS
 QT0484  HISTORY     - 1964     GOOD             CGS
 QT0484
 QT0484                          STATION DESCRIPTION
 QT0484
 QT0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0484'THE STATION IS IN SECTION 27, T 22 N, R 6 E, ON THE SUMMIT OF
 QT0484'A HIGH BUTTE, LOCALLY KNOWN AS FLAT TOP BUTTE, ABOUT 1/2
 QT0484'MILE NORTHEAST OF LUDLOW AND 6 FEET WEST OF A WHITE 4 IN X
 QT0484'4 IN WITNESS POST.
 QT0484'
 QT0484'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO NORTH
 QT0484'ON U.S. HIGHWAY 85 FOR 0.2 MILE TO A WIRE GATE ON THE RIGHT,
 QT0484'TURN RIGHT THROUGH GATE AND GO NORTH AND NORTHEAST OF ACROSS
 QT0484'PASTURE LAND FOR 0.5 MILE TO THE BASE OF THE BUTTE AT A LARGE
 QT0484'CLUMP OF BRUSH.  PACK EASTERLY UP STEEP SLOPE TO THE NORTH END
 QT0484'AND HIGHEST POINT OF THE BUTTE AND STATION.  NOTE--A FOUR-WHEEL
 QT0484'DRIVE TRUCK CAN BE DRIVEN TO THE TOP OF THE BUTTE FROM THE WEST
 QT0484'SIDE.
 QT0484'
 QT0484'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, GO SOUTH ON
 QT0484'U.S. HIGHWAY 85 FOR 0.5 MILE TO THE MARK ON THE RIGHT AS
 QT0484'DESCRIBED.
 QT0484'
 QT0484'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0484'LUDLOW 1952.
 QT0484'
 QT0484'REFERENCE MARK 1 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0484'LUDLOW NO 1 1952.
 QT0484'
 QT0484'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 QT0484'OUTCROPPING BEDROCK ON THE WEST EDGE OF THE RIDGE.  THE MARK
 QT0484'IS FLUSH WITH THE ROCK AND THE DISK IS STAMPED LUDLOW NO 2 1952.
 QT0484'
 QT0484'U.S. COAST AND GEODETIC SURVEY BENCH MARK Z 26 WAS USED AS
 QT0484'THE AZIMUTH MARK.  IT IS 48 FEET WEST OF THE CENTER OF U.S.
 QT0484'HIGHWAY 85, 39 FEET NORTH OF A FENCE CORNER, 4 FEET WEST OF
 QT0484'A WIRE FENCE AND 1 FOOT EAST OF A WHITE 4 IN X 4 IN WITNESS
 QT0484'POST.  THE MARK IS A IS A STANDARD U.S.C AND G.S. BENCH MARK
 QT0484'DISK SET IN THE TOP OF A 10-INCH CONCRETE POST, THAT PORJECTS
 QT0484'3 INCHES AND THE DISK IS STAMPED Z 26 1934.
 QT0484'
 QT0484'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0484
 QT0484                          STATION RECOVERY (1964)
 QT0484
 QT0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QT0484'THIS STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 QT0484'IN GOOD CONDITION.  BENCH MARK Z 26 (AZIMUTH MARK) HAD BEEN
 QT0484'RESET IN 1961 AND NO RECORD COULD BE FOUND THAT THE DIRECTION
 QT0484'WAS OBSERVED FROM THE STATION.
 QT0484'
 QT0484'PART OF THE TOP OF FLAT TOP BUTTE WAS TO BE REMOVED BY THE
 QT0484'KERMAC NUCLEAR FUELS CORPORATION AND THE STATION WAS IN THE WAY
 QT0484'OF EXCAVATION.  A REQUEST WAS RECEIVED TO MOVE THE STATION.  A
 QT0484'NEW STATION WAS ESTABLISHED TO THE SOUTHEAST OF THE ORIGINAL
 QT0484'STATION.  FOR DETAILS SEE DESCRIPTION FOR LUDLOW 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0485 ***********************************************************************
 QT0485  DESIGNATION -  LUDLOW 2
 QT0485  PID         -  QT0485
 QT0485  STATE/COUNTY-  SD/HARDING
 QT0485  COUNTRY     -  US
 QT0485  USGS QUAD   -  LUDLOW SE (2017)
 QT0485
 QT0485                         *CURRENT SURVEY CONTROL
 QT0485  ______________________________________________________________________
 QT0485* NAD 83(1996) POSITION- 45 50 32.54157(N) 103 22 05.65464(W)   NO CHECK
 QT0485* NAVD 88 ORTHO HEIGHT -  1021.    (meters)     3350.    (feet) SCALED
 QT0485  ______________________________________________________________________
 QT0485  GEOID HEIGHT    -        -15.888 (meters)                     GEOID18
 QT0485  LAPLACE CORR    -         -5.63  (seconds)                    DEFLEC18
 QT0485  HORZ ORDER      -  THIRD
 QT0485
 QT0485.The horizontal coordinates were established by classical geodetic methods
 QT0485.and adjusted by the National Geodetic Survey in January 1998.
 QT0485
 QT0485.No horizontal observational check was made to the station.
 QT0485
 QT0485.The orthometric height was scaled from a topographic map.
 QT0485
 QT0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0485.GEOID18 height accuracy estimate available here.
 QT0485
 QT0485.Click photographs - Photos may exist for this station.
 QT0485
 QT0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0485
 QT0485. The following values were computed from the NAD 83(1996) position.
 QT0485
 QT0485;                    North         East     Units Scale Factor Converg.
 QT0485;SPC SD N     -   228,703.616   338,411.749   MT  1.00003458   -2 23 01.8
 QT0485;SPC SD N     -   750,338.45  1,110,272.55   sFT  1.00003458   -2 23 01.8
 QT0485;UTM  13      - 5,077,828.890   626,708.984   MT  0.99979738   +1 10 15.0
 QT0485
 QT0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0485!SPC SD N     -   0.99984253  x   1.00003458  =   0.99987710
 QT0485!UTM  13      -   0.99984253  x   0.99979738  =   0.99963994
 QT0485
 QT0485:                Primary Azimuth Mark                     Grid Az
 QT0485:SPC SD N     -  Z 26 RESET                               204 51 10.7
 QT0485:UTM  13      -  Z 26 RESET                               201 17 53.9
 QT0485
 QT0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2670877828(NAD 83)
 QT0485
 QT0485|---------------------------------------------------------------------|
 QT0485| PID    Reference Object                     Distance      Geod. Az  |
 QT0485|                                                           dddmmss.s |
 QT0485| CQ8520 LUDLOW 2 RM 3                        11.470 METERS 19705     |
 QT0485| QT0230 Z 26 RESET                                         2022808.9 |
 QT0485| CQ8521 LUDLOW 2 RM 4                         9.135 METERS 31339     |
 QT0485| QT0487 LUDLOW B PT                         187.622 METERS 33951     |
 QT0485| QT0484 LUDLOW                              187.195 METERS 34343     |
 QT0485| QT0486 LUDLOW A PT                         188.651 METERS 35050     |
 QT0485|---------------------------------------------------------------------|
 QT0485
 QT0485                          SUPERSEDED SURVEY CONTROL
 QT0485
 QT0485  NAD 83(1993)-  45 50 32.53013(N)    103 22 05.65120(W) AD(       ) 3
 QT0485  NAD 83(1986)-  45 50 32.52727(N)    103 22 05.65000(W) AD(       ) 3
 QT0485  NAD 27      -  45 50 32.52500(N)    103 22 03.99200(W) AD(       ) 3
 QT0485
 QT0485.Superseded values are not recommended for survey control.
 QT0485
 QT0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0485.See file dsdata.pdf to determine how the superseded data were derived.
 QT0485
 QT0485_MARKER: DS = TRIANGULATION STATION DISK
 QT0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0485_STAMPING: LUDLOW 2 1964
 QT0485_MARK LOGO: CGS
 QT0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0485+STABILITY: SURFACE MOTION
 QT0485
 QT0485  HISTORY     - Date     Condition        Report By
 QT0485  HISTORY     - 1964     MONUMENTED       CGS
 QT0485
 QT0485                          STATION DESCRIPTION
 QT0485
 QT0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QT0485'THE STATION IS IN SEC. 27, T. 22 N., R. 6 E., ON THE SUMMIT
 QT0485'OF FLAT TOP BUTTE, ABOUT 1/2 MILE NORTHEAST OF LUDLOW, ABOUT
 QT0485'180 FEET SOUTH OF THE NORTH EDGE OF THE CUT BANK, ABOUT 20
 QT0485'FEET EAST OF THE WEST EDGE OF THE BUTTE AND ABOUT 1.5 FEET
 QT0485'WEST OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED LUDLOW
 QT0485'2 1964 SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QT0485'
 QT0485'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION AND IS ABOUT
 QT0485'10 FEET EAST OF THE WEST EDGE OF THE BUTTE.  THE MARK PROJECTS
 QT0485'ABOUT 4 INCHES AND THE DISK IS STAMPED LUDLOW 2 NO 3 1964.
 QT0485'
 QT0485'R.M. NO. 4 IS NORTHWEST OF THE STATION, AT THE WEST EDGE OF
 QT0485'THE BUTTE AND IS ABOUT 2 FEET LOWER THAN THE STATION.  THE
 QT0485'DISK IS SET IN A DRILL HOLE IN A BOULDER AND IS STAMPED LUDLOW
 QT0485'2 NO 4 1964.
 QT0485'
 QT0485'THE AZIMUTH MARK (B.M. Z 26 RESET) IS 0.5 MILE SOUTH OF THE
 QT0485'STORE AND SERVICE STATION AT LUDLOW, 122 FEET WEST OF THE
 QT0485'CENTERLINE OF THE HIGHWAY, 37 FEET NORTH OF HALF-SECTION LINE
 QT0485'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 QT0485'BENCH MARK DISK, STAMPED Z 26 1934 RESET 1961 AND SET IN THE
 QT0485'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 QT0485'
 QT0485'TO REACH THE STATION FROM LUDLOW, FROM STORE AND SERVICE STATION,
 QT0485'GO NORTH ON U.S. HIGHWAY 85 FOR 0.65 MILE TO A WIRE GATE ON
 QT0485'THE RIGHT, TURN RIGHT THROUGH GATE AND GO EASTERLY ABOUT 0.4
 QT0485'MILE TO TOP OF BUTTE AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0893 ***********************************************************************
 OR0893  DESIGNATION -  LUNN
 OR0893  PID         -  OR0893
 OR0893  STATE/COUNTY-  SD/GREGORY
 OR0893  COUNTRY     -  US
 OR0893  USGS QUAD   -  SAINT CHARLES (2017)
 OR0893
 OR0893                         *CURRENT SURVEY CONTROL
 OR0893  ______________________________________________________________________
 OR0893* NAD 83(1996) POSITION- 43 07 05.35209(N) 099 06 00.26794(W)   ADJUSTED
 OR0893* NAVD 88 ORTHO HEIGHT -   650.    (meters)     2133.    (feet) SCALED
 OR0893  ______________________________________________________________________
 OR0893  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 OR0893  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 OR0893  HORZ ORDER      -  FIRST
 OR0893
 OR0893.The horizontal coordinates were established by classical geodetic methods
 OR0893.and adjusted by the National Geodetic Survey in January 1998.
 OR0893
 OR0893.The orthometric height was scaled from a topographic map.
 OR0893
 OR0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0893.GEOID18 height accuracy estimate available here.
 OR0893
 OR0893.Click photographs - Photos may exist for this station.
 OR0893
 OR0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0893
 OR0893. The following values were computed from the NAD 83(1996) position.
 OR0893
 OR0893;                    North         East     Units Scale Factor Converg.
 OR0893;SPC SD S     -    87,931.767   700,358.991   MT  0.99994474   +0 51 02.8
 OR0893;SPC SD S     -   288,489.47  2,297,761.12   sFT  0.99994474   +0 51 02.8
 OR0893;UTM  14      - 4,773,940.521   491,858.745   MT  0.99960082   -0 04 06.2
 OR0893
 OR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0893!SPC SD S     -   0.99990209  x   0.99994474  =   0.99984683
 OR0893!UTM  14      -   0.99990209  x   0.99960082  =   0.99950294
 OR0893
 OR0893:                Primary Azimuth Mark                     Grid Az
 OR0893:SPC SD S     -  LUNN AZ MK                               177 52 34.4
 OR0893:UTM  14      -  LUNN AZ MK                               178 47 43.4
 OR0893
 OR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9185873940(NAD 83)
 OR0893
 OR0893|---------------------------------------------------------------------|
 OR0893| PID    Reference Object                     Distance      Geod. Az  |
 OR0893|                                                           dddmmss.s |
 OR0893| CO3990 LUNN RM 1                            37.149 METERS 00003     |
 OR0893| CO3991 LUNN RM 2                            18.325 METERS 08946     |
 OR0893| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.13.0 KM 1103411.4 |
 OR0893| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.19.4 KM 1193102.1 |
 OR0893| CO3989 LUNN AZ MK                                         1784337.2 |
 OR0893| OR0894 HERRICK MUNICIPAL TANK              APPROX. 7.1 KM 2660050.3 |
 OR0893|---------------------------------------------------------------------|
 OR0893
 OR0893                          SUPERSEDED SURVEY CONTROL
 OR0893
 OR0893  NAD 83(1995)-  43 07 05.35215(N)    099 06 00.26845(W) AD(       ) 1
 OR0893  NAD 83(1986)-  43 07 05.35860(N)    099 06 00.27619(W) AD(       ) 1
 OR0893  NAD 27      -  43 07 05.36100(N)    099 05 58.93200(W) AD(       ) 1
 OR0893
 OR0893.Superseded values are not recommended for survey control.
 OR0893
 OR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0893.See file dsdata.pdf to determine how the superseded data were derived.
 OR0893
 OR0893_MARKER: DS = TRIANGULATION STATION DISK
 OR0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0893_STAMPING: LUNN 1936
 OR0893_MARK LOGO: CGS
 OR0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0893+STABILITY: SURFACE MOTION
 OR0893
 OR0893  HISTORY     - Date     Condition        Report By
 OR0893  HISTORY     - 1936     MONUMENTED       CGS
 OR0893  HISTORY     - 1940     GOOD             CGS
 OR0893  HISTORY     - 1948     GOOD             CGS
 OR0893
 OR0893                          STATION DESCRIPTION
 OR0893
 OR0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0893'STATION IS ABOUT 2-1/2 MILES NORTH OF ST. CHARLES, ON PROPERTY
 OR0893'RENTED BY HENRY LUNN, IN FENCE LINE AT WEST SIDE OF GRADED
 OR0893'ROAD AND EAST SIDE OF PASTURE FIELD, 30 FEET WEST OF CENTERLINE
 OR0893'OF ROAD, 1.5 MILES NORTH OF POINT WHERE U.S. HIGHWAY 18 TURNS
 OR0893'WEST, 0.45 MILE NORTH OF T-INTERSECTION OF DIRT ROADS, AND
 OR0893'1.0 MILE NORTHEAST OF THE LUNN HOUSE.  THE MARK PROJECTS 8
 OR0893'INCHES.
 OR0893'
 OR0893'REFERENCE MARK NO. 1 IS NORTH OF THE STATION IN FENCE LINE, 20
 OR0893'FEET SOUTH OF GATEPOST AT SOUTH SIDE OF LANE LEADING WEST.
 OR0893'THE MARK PROJECTS 6 INCHES.
 OR0893'
 OR0893'REFERENCE MARK NO. 2 IS EAST OF STATION IN FENCE LINE AT EAST
 OR0893'SIDE OF ROAD.  THE MARK PROJECTS 6 INCHES.  THE DISTANCE
 OR0893'BETWEEN THE REFERENCE MARKS IS 135.59 FEET.
 OR0893'
 OR0893'THE AZIMUTH MARK IS SOUTH OF THE STATION IN FENCE LINE AT EAST
 OR0893'SIDE OF ROAD, 30 FEET EAST OF CENTERLINE OF ROAD, 2 FEET NORTH
 OR0893'OF TELEPHONE POLE, 0.95 MILE NORTH OF POINT WHERE U.S. HIGHWAY 18
 OR0893'TURNS WEST, 1.0 MILE SOUTH OF T-INTERSECTION OF DIRT ROADS.  THE
 OR0893'MARK PROJECTS 8 INCHES.
 OR0893'
 OR0893'TO REACH THE STATION FROM ST. CHARLES, GO WEST ON U.S. HIGHWAY
 OR0893'18, FROM RAILROAD STATION, FOR 0.25 MILE TO POINT WHERE U.S.
 OR0893'18 TURNS NORTH, THENCE NORTH ON U.S. 18 FOR 1.0 MILE TO WHERE
 OR0893'THE HIGHWAY TURNS WEST AND DIRT ROAD CONTINUES NORTH, CONTINUE
 OR0893'NORTH FOR 1.5 MILES TO STATION SITE ON WEST SIDE OF ROAD.
 OR0893'
 OR0893'A 100-FOOT SIGNAL AT BURKE IS VISIBLE AT THE GROUND.
 OR0893'
 OR0893'A SIGNAL ON THE GROUND AT WHETSTONE IS VISIBLE FROM THE GROUND.
 OR0893'
 OR0893'A SIGNAL ON THE GROUND AT MIDDLE IS VISIBLE AT 10 FEET.
 OR0893'
 OR0893'A 15-FOOT SIGNAL AT PONCA IS VISIBLE AT THE GROUND.
 OR0893'
 OR0893'A 74-FOOT SIGNAL AT MESSLER IS VISIBLE FROM THE GROUND.
 OR0893'
 OR0893'A 74-FOOT SIGNAL AT SPRING IS VISIBLE AT 20 FEET.
 OR0893'
 OR0893'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 OR0893'AS DESCRIBED.
 OR0893'
 OR0893'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 OR0893
 OR0893                          STATION RECOVERY (1940)
 OR0893
 OR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GCM)
 OR0893'ABOUT 2.5 MILES N OF THE RAILROAD STATION AT ST. CHARLES.  GO
 OR0893'N ON U.S. HIGHWAY 18 TO POINT WHERE HIGHWAY 18 TURNS W, CONTINUE
 OR0893'N ON DIRT ROAD 1.5 MILES TO STATION 34.4 FEET W OF THE CENTER
 OR0893'OF SECTION LINE ROAD, 152.6 FEET SOUTH OF THE CENTER OF FARM
 OR0893'ROAD, 60.1 FEET W OF REFERENCE MARK 2, 121.9 FEET S OF REFERENCE
 OR0893'MARK 1, 0.8 FOOT W OF WHITE MARKER POST, AND 3 INCHES ABOVE
 OR0893'GROUND.
 OR0893'
 OR0893'AZIMUTH MARK IS 2.0 MILES N OF THE RAILROAD STATION AT ST.
 OR0893'CHARLES.  GO N ON U.S. HIGHWAY 18 TO POINT WHERE HIGHWAY 18
 OR0893'TURNS W, AND GO N ON DIRT ROAD 0.95 MILE.  MARK IS ON TOP OF
 OR0893'SMALL HILL 25.3 FEET E OF THE CENTER OF SECTION LINE ROAD, 0.1
 OR0893'MILE S OF T-ROAD W, 0.8 FOOT S OF WHITE MARKER POST, AND 5
 OR0893'INCHES ABOVE GROUND.
 OR0893
 OR0893                          STATION RECOVERY (1948)
 OR0893
 OR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0893'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OR0893'TO BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 OR0893'DID NOT CHECK AND A NEW ROAD HAS MADE OTHER MEASUREMENTS
 OR0893'INCORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS
 OR0893'LOCATED ABOUT 2-1/2 MILES NORTH OF ST. CHARLES, 34 FEET WEST
 OR0893'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND IN FENCELINE.
 OR0893'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LUNN
 OR0893'1936.
 OR0893'
 OR0893'REFERENCE MARK NO. 1 IS 121.88 FEET NORTH OF STATION, 34 FEET
 OR0893'WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 21 FEET SOUTH OF
 OR0893'GATE POST AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 OR0893'AND THE DISK IS STAMPED LUNN NO 1 1936.
 OR0893'
 OR0893'REFERENCE MARK NO. 2 IS 60.12 FEET EAST OF STATION, 26 FEET
 OR0893'EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND IN FENCELINE.
 OR0893'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LUNN NO 2
 OR0893'1936.
 OR0893'
 OR0893'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE SOUTH OF STATION, 26
 OR0893'FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT
 OR0893'WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 OR0893'DISK IS STAMPED LUNN 1936.
 OR0893'
 OR0893'TO REACH FROM THE RAILROAD DEPOT IN ST. CHARLES GO NORTHWESTERLY
 OR0893'AND NORTH ON U.S. HIGHWAY 18 FOR 0.9 MILE TO CROSS ROADS WHERE
 OR0893'HIGHWAY TURNS WEST.  GO NORTH ON DIRT ROAD 0.95 MILE TO TOP OF
 OR0893'A GRADE AND AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS
 OR0893'DESCRIBED.  CONTINUE NORTH FOR 0.55 MILE TO STATION ON LEFT
 OR0893'OR WEST SIDE OF ROAD AS DESCRIBED.
 OR0893'
 OR0893'HEIGHT OF LIGHT ABOVE STATION-14 METERS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0102 ***********************************************************************
 QS0102  DESIGNATION -  LUTHERAN RM 1
 QS0102  PID         -  QS0102
 QS0102  STATE/COUNTY-  SD/WALWORTH
 QS0102  COUNTRY     -  US
 QS0102  USGS QUAD   -  MOBRIDGE (2017)
 QS0102
 QS0102                         *CURRENT SURVEY CONTROL
 QS0102  ______________________________________________________________________
 QS0102* NAD 83(1986) POSITION- 45 32 30.92   (N) 100 26 56.14   (W)   HD_HELD1
 QS0102* NAVD 88 ORTHO HEIGHT -   510.388 (meters)     1674.50  (feet) ADJUSTED
 QS0102  ______________________________________________________________________
 QS0102  GEOID HEIGHT    -        -21.812 (meters)                     GEOID18
 QS0102  DYNAMIC HEIGHT  -        510.345 (meters)     1674.36  (feet) COMP
 QS0102  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 QS0102
 QS0102  VERT ORDER      -  FIRST     CLASS II
 QS0102
 QS0102.The horizontal coordinates were determined by differentially corrected
 QS0102.hand held GPS observations or other comparable positioning techniques
 QS0102.and have an estimated accuracy of +/- 3 meters.
 QS0102
 QS0102.The orthometric height was determined by differential leveling and
 QS0102.adjusted by the NATIONAL GEODETIC SURVEY
 QS0102.in July 1998.
 QS0102
 QS0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0102.GEOID18 height accuracy estimate available here.
 QS0102
 QS0102.Click photographs - Photos may exist for this station.
 QS0102
 QS0102.The dynamic height is computed by dividing the NAVD 88
 QS0102.geopotential number by the normal gravity value computed on the
 QS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0102.degrees latitude (g = 980.6199 gals.).
 QS0102
 QS0102.The modeled gravity was interpolated from observed gravity values.
 QS0102
 QS0102;                    North         East    Units  Estimated Accuracy
 QS0102;SPC SD N     -   189,964.5     564,939.8     MT  (+/- 3 meters HH1 GPS) 
 QS0102
 QS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8688444174(NAD 83)
 QS0102
 QS0102                          SUPERSEDED SURVEY CONTROL
 QS0102
 QS0102  NAVD 88 (06/15/91)  510.408  (m)         1674.56   (f) SUPERSEDED  1 2
 QS0102  NGVD 29 (??/??/92)  510.046  (m)         1673.38   (f) ADJ UNCH    1 2
 QS0102
 QS0102.Superseded values are not recommended for survey control.
 QS0102
 QS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0102.See file dsdata.pdf to determine how the superseded data were derived.
 QS0102
 QS0102_MARKER: DR = REFERENCE MARK DISK
 QS0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0102_STAMPING: LUTHERAN NO 1 1934
 QS0102_MARK LOGO: CGS
 QS0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0102+STABILITY: SURFACE MOTION
 QS0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0102+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0102
 QS0102  HISTORY     - Date     Condition        Report By
 QS0102  HISTORY     - 1934     MONUMENTED       CGS
 QS0102  HISTORY     - 1945     GOOD             CGS
 QS0102  HISTORY     - 1981     GOOD             NGS
 QS0102  HISTORY     - 19970505 GOOD             NGS
 QS0102  HISTORY     - 19990623 GOOD             NGS
 QS0102
 QS0102                          STATION DESCRIPTION
 QS0102
 QS0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0102'AT MOBRIDGE, AT THE LUTHERAN NORTHWEST ACADEMY, 121.5 FEET
 QS0102'WEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 193.0 FEET
 QS0102'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL DORMITORY.  A
 QS0102'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 QS0102'WHICH PROJECTS 6 INCHES ABOVE GROUND.
 QS0102
 QS0102                          STATION RECOVERY (1981)
 QS0102
 QS0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QS0102'RECOVERED IN GOOD CONDITION.
 QS0102
 QS0102                          STATION RECOVERY (1997)
 QS0102
 QS0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0102'IN MOBRIDGE, AT THE CAMPUS OF THE CENTRAL INDIAN BIBLE COLLEGE AT 100
 QS0102'RIVER FRONT DRIVE, 60.7 M (199.1 FT) SOUTH OF THE CENTER OF A GRAVELED
 QS0102'ROAD, 29.1 M (95.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF AN
 QS0102'AUDITORIUM, 16.3 M (53.5 FT) EAST OF A UTILITY POLE WITH 4 GUY CABLES,
 QS0102'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE DRIVE, AND THE MONUMENT PROJECTS
 QS0102'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QS0102
 QS0102                          STATION RECOVERY (1999)
 QS0102
 QS0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0102'IN MOBRIDGE, AT THE CAMPUS OF THE CENTRAL INDIAN BIBLE COLLEGE AT 100
 QS0102'RIVER FRONT DRIVE, 60.7 M (199.1 FT) SOUTH OF THE CENTER OF A GRAVELED
 QS0102'ROAD, 29.1 M (95.5 FT) NORTHEAST OF THE NORTH CORNER OF AN AUDITORIUM,
 QS0102'16.3 M (53.5 FT) EAST OF A UTILITY POLE WITH 4 GUY CABLES, 0.9 M (3.0
 QS0102'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QS0102'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0740 ***********************************************************************
 OQ0740  DESIGNATION -  LUVERNE
 OQ0740  PID         -  OQ0740
 OQ0740  STATE/COUNTY-  SD/UNION
 OQ0740  COUNTRY     -  US
 OQ0740  USGS QUAD   -  BERESFORD (2017)
 OQ0740
 OQ0740                         *CURRENT SURVEY CONTROL
 OQ0740  ______________________________________________________________________
 OQ0740* NAD 83(1996) POSITION- 43 00 57.84141(N) 096 47 08.25086(W)   ADJUSTED
 OQ0740* NAVD 88 ORTHO HEIGHT -   446.4   (meters)     1465.    (feet) VERTCON3
 OQ0740  ______________________________________________________________________
 OQ0740  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 OQ0740  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 OQ0740  HORZ ORDER      -  FIRST
 OQ0740
 OQ0740.The horizontal coordinates were established by classical geodetic methods
 OQ0740.and adjusted by the National Geodetic Survey in January 1998.
 OQ0740
 OQ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0740
 OQ0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0740.GEOID18 height accuracy estimate available here.
 OQ0740
 OQ0740.Click photographs - Photos may exist for this station.
 OQ0740
 OQ0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0740
 OQ0740. The following values were computed from the NAD 83(1996) position.
 OQ0740
 OQ0740;                    North         East     Units Scale Factor Converg.
 OQ0740;SPC SD S     -    82,021.606   889,109.165   MT  0.99996174   +2 26 50.6
 OQ0740;SPC SD S     -   269,099.22  2,917,018.99   sFT  0.99996174   +2 26 50.6
 OQ0740;UTM  14      - 4,764,978.447   680,446.186   MT  1.00000058   +1 30 39.8
 OQ0740
 OQ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0740!SPC SD S     -   0.99993403  x   0.99996174  =   0.99989578
 OQ0740!UTM  14      -   0.99993403  x   1.00000058  =   0.99993461
 OQ0740
 OQ0740:                Primary Azimuth Mark                     Grid Az
 OQ0740:SPC SD S     -  LUVERNE AZ MK                            023 04 41.4
 OQ0740:UTM  14      -  LUVERNE AZ MK                            024 00 52.2
 OQ0740
 OQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8044664978(NAD 83)
 OQ0740
 OQ0740|---------------------------------------------------------------------|
 OQ0740| PID    Reference Object                     Distance      Geod. Az  |
 OQ0740|                                                           dddmmss.s |
 OQ0740| OQ0737 BERESFORD STACK                     APPROX. 7.0 KM 0055642.2 |
 OQ0740| OQ0739 BERESFORD EVAN LUTH CH SPIRE        APPROX. 7.4 KM 0061122.5 |
 OQ0740| OQ0736 BERESFORD TANK                      APPROX. 7.5 KM 0062831.1 |
 OQ0740| CO3995 LUVERNE AZ MK                                      0253132.0 |
 OQ0740| OQ0731 ALCESTER MUNICIPAL TANK             APPROX.12.8 KM 0852724.5 |
 OQ0740| CO3996 LUVERNE RM 1                         56.406 METERS 21004     |
 OQ0740| OQ0889 WAKONDA TANK                        APPROX.26.1 KM 2680719.0 |
 OQ0740| CO3997 LUVERNE RM 2                         44.041 METERS 32051     |
 OQ0740|---------------------------------------------------------------------|
 OQ0740
 OQ0740                          SUPERSEDED SURVEY CONTROL
 OQ0740
 OQ0740  NAD 83(1995)-  43 00 57.84219(N)    096 47 08.24878(W) AD(       ) 1
 OQ0740  NAD 83(1986)-  43 00 57.84538(N)    096 47 08.24009(W) AD(       ) 1
 OQ0740  NAD 27      -  43 00 57.87600(N)    096 47 07.08300(W) AD(       ) 1
 OQ0740  NGVD 29 (07/19/86)  446.2    (m)         1464.     (f) VERT ANG       
 OQ0740
 OQ0740.Superseded values are not recommended for survey control.
 OQ0740
 OQ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0740.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0740
 OQ0740_MARKER: DS = TRIANGULATION STATION DISK
 OQ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0740_STAMPING: LUVERNE 1935
 OQ0740_MARK LOGO: CGS
 OQ0740_PROJECTION: RECESSED 30 CENTIMETERS
 OQ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0740+STABILITY: SURFACE MOTION
 OQ0740
 OQ0740  HISTORY     - Date     Condition        Report By
 OQ0740  HISTORY     - 1935     MONUMENTED       CGS
 OQ0740  HISTORY     - 1939     SEE DESCRIPTION  SDHD
 OQ0740  HISTORY     - 1949     SEE DESCRIPTION  CGS
 OQ0740  HISTORY     - 1966     GOOD             CGS
 OQ0740
 OQ0740                          STATION DESCRIPTION
 OQ0740
 OQ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0740'STATION IS LOCATED ABOUT 4.7 MILES SOUTH AND 0.6 MILE WEST OF
 OQ0740'BERESFORD, IN THE SOUTHWEST QUARTER SEC. 29, T. 95 N., R. 50 W.,
 OQ0740'ON A PROMINENT KNOLL IN CULTIVATED GROUND ABOUT 0.2 MILE SOUTH
 OQ0740'OF DRIVEWAY TO ANNA PETERSONS FARM.
 OQ0740'
 OQ0740'TO REACH FROM THE BERESFORD FLAGPOLE ON MAIN STREET, GO SOUTH
 OQ0740'ON U.S. HIGHWAY 77 FOR 4.5 MILES TO THE PETERSON FARM DRIVEWAY,
 OQ0740'THEN CONTINUE SOUTH ON HIGHWAY FOR 0.2 MILE TO TOP OF HILL
 OQ0740'AND STATION SITE.  MARK IS SET 43 FEET EAST OF CENTERLINE OF
 OQ0740'HIGHWAY, AND 11 FEET EAST OF NORTH-SOUTH FENCE.
 OQ0740'
 OQ0740'REFERENCE MARK NO. 1 IS 147.50 FEET (44.957 METERS) SOUTHWEST
 OQ0740'OF STATION, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE, AND 30 FEET
 OQ0740'WEST OF CENTERLINE OF NORTH-SOUTH HIGHWAY.
 OQ0740'
 OQ0740'REFERENCE MARK NO. 2 IS 115.95 FEET (35.342 METERS) NORTHWEST
 OQ0740'OF STATION,1 FOOT EAST OF NORTH-SOUTH FENCE, AND 30 FEET WEST
 OQ0740'OF CENTERLINE OF NORTH-SOUTH HIGHWAY.
 OQ0740'
 OQ0740'AZIMUTH MARK IS REACHED BY GOING NORTH FROM STATION 0.7 MILE
 OQ0740'TO CROSS ROAD, TURN RIGHT (EAST) AND GO 0.3 MILE.  MARK IS
 OQ0740'SET IN EAST-WEST FENCE LINE, 22 FEET SOUTH OF CENTERLINE OF
 OQ0740'EAST-WEST ROAD.
 OQ0740'
 OQ0740'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OQ0740
 OQ0740                          STATION RECOVERY (1939)
 OQ0740
 OQ0740'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1939 (HCR)
 OQ0740'THE STATION MARK AT LUVERNE WAS LOWERED 2.042 METERS VERTICALLY,
 OQ0740'AS DIRECTED.  THE MARK IS SET IN CONCRETE ONE FOOT UNDERGROUND,
 OQ0740'IS 43 FEET EAST OF CENTERLINE OF NORTH-SOUTH HIGHWAY AND 7 FEET
 OQ0740'WEST OF NORTH-SOUTH FENCE.
 OQ0740'
 OQ0740'REFERENCE MARK NO. 1 WAS MOVED HORIZONTALLY TO A LOCATION
 OQ0740'185.06 FEET (56.406 METERS) SOUTHWEST OF STATION ON LINE DRAWN
 OQ0740'THROUGH STATION MARK AND ORIGINAL POSITION OF REFERENCE
 OQ0740'MARK, AND IS NOW 1 FOOT EAST OF NORTH-SOUTH FENCE AND 49 FEET
 OQ0740'WEST OF CENTERLINE OF NORTH-SOUTH HIGHWAY.
 OQ0740'
 OQ0740'REFERENCE MARK NO. 2 WAS MOVED HORIZONTALLY TO A LOCATION
 OQ0740'144.48 FEET (44.038 METERS) NORTHWEST OF STATION ON LINE DRAWN
 OQ0740'THROUGH STATION MARK AND ORIGINAL POSITION OF REFERENCE MARK,
 OQ0740'AND IS NOW 1 FOOT EAST OF NORTH-SOUTH FENCE AND 49 FEET WEST OF
 OQ0740'CENTERLINE OF NORTH-SOUTH HIGHWAY.
 OQ0740
 OQ0740                          STATION RECOVERY (1949)
 OQ0740
 OQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0740'THE STATION WAS RECOVERED AS DESCRIBED BY THE STATE HIGHWAY
 OQ0740'COMMISSION IN 1939.  ALL MARKS WERE FOUND IN GOOD CONDITION,
 OQ0740'EXCEPT THE AZIMUTH MARK.  THIS MARK HAS BEEN EXPOSED, ABOUT
 OQ0740'2 FEET, BY ROAD GRADING, BUT IS STILL SOLID AND WAS USED AGAIN.
 OQ0740'DISTANCES AND DIRECTIONS, TO THE REFERENCE MARKS, WERE CHECKED
 OQ0740'AND FOUND TO BE CORRECT.  A DIFFERENCE WAS FOUND IN THE
 OQ0740'DIRECTION TO THE AZIMUTH MARK.  THE STATION MARK WAS LOWERED,
 OQ0740'AND THE REFERENCE MARKS WERE MOVED BY THE HIGHWAY
 OQ0740'COMMISSION IN 1939.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 OQ0740'
 OQ0740'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF BERESFORD,
 OQ0740'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 77.  IT IS 43 FEET
 OQ0740'EAST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF A
 OQ0740'TRIANGLE BLAZED, TELEPHONE POLE, AND 7 FEET WEST OF THE
 OQ0740'EAST RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED LUVERNE 1935
 OQ0740'AND IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND.
 OQ0740'
 OQ0740'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTERLINE OF THE
 OQ0740'HIGHWAY, AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCELINE.
 OQ0740'THE DISK IS STAMPED LUVERNE NO 1 1935 AND IS SET FLUSH WITH
 OQ0740'GROUND.
 OQ0740'
 OQ0740'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTERLINE OF THE
 OQ0740'HIGHWAY, AND 1 FOOT EAST OF THE FENCELINE.  THE DISK IS STAMPED
 OQ0740'LUVERNE NO 2 1935 AND IS SET FLUSH WITH THE SURFACE OF THE
 OQ0740'GROUND.
 OQ0740'
 OQ0740'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF AN
 OQ0740'EAST-WEST ROAD, AND 7 FEET NORTH OF A FENCELINE.  THE DISK IS
 OQ0740'STAMPED LUVERNE 1935 AND PROJECTS 2 FEET.
 OQ0740'
 OQ0740'TO REACH THE STATION FROM THE POST OFFICE IN BERESFORD, GO SOUTH
 OQ0740'ON U.S. HIGHWAY 77, FOR 4.9 MILES TO THE TOP OF A SMALL KNOLL,
 OQ0740'AND THE STATION ON THE LEFT AS DESCRIBED.
 OQ0740'
 OQ0740'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 OQ0740'HIGHWAY FOR 0.7 MILE TO A CROSS ROAD.  TURN RIGHT, AND GO EAST,
 OQ0740'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 OQ0740'
 OQ0740'AN 87 FOOT SIGNAL AT KLUMB 1935 IS VISIBLE AT 50 FEET.
 OQ0740'
 OQ0740'AN 87 FOOT SIGNAL AT BERESFORD IS VISIBLE AT 37 FEET.
 OQ0740'
 OQ0740'A 4 FOOT SIGNAL AT LINDEN IS VISIBLE AT 37 FEET.
 OQ0740'
 OQ0740'AN 87 FOOT SIGNAL AT UNION IS VISIBLE AT 37 FEET.
 OQ0740'
 OQ0740'A 100 FOOT SIGNAL AT ALCESTER IS VISIBLE AT 37 FEET.
 OQ0740'
 OQ0740'AN 87 FOOT SIGNAL AT STEWART 1935 IS VISIBLE AT 37 FEET.
 OQ0740'
 OQ0740'HEIGHT OF SIGNAL - 77 FEET.
 OQ0740
 OQ0740                          STATION RECOVERY (1966)
 OQ0740
 OQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0740'STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 OQ0740'AS DESCRIBED IN THE 1949 DESCRIPTION.
 OQ0740'
 OQ0740'A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE REFERENCE
 OQ0740'MARKS AND WERE FOUND CORRECT.
 OQ0740'
 OQ0740'THE LOCATION AND ROUTE TO STATION ARE ADEQUATE, WITH THIS ADDITION
 OQ0740'STATION IS LOCATED IN SECTION 29, TOWNSHIP 95 NORTH, RANGE 50 WEST.
 OQ0740'
 OQ0740'A GEODIMETER TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 OQ0740'WESTBERG THE DISTANCE BEING 3249.665 METERS.
 OQ0740'
 OQ0740'A 4 FOOT STAND WAS BUILT AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0844 ***********************************************************************
 OR0844  DESIGNATION -  LYKLE
 OR0844  PID         -  OR0844
 OR0844  STATE/COUNTY-  SD/BRULE
 OR0844  COUNTRY     -  US
 OR0844  USGS QUAD   -  PUKWANA SE (2017)
 OR0844
 OR0844                         *CURRENT SURVEY CONTROL
 OR0844  ______________________________________________________________________
 OR0844* NAD 83(1996) POSITION- 43 46 58.41796(N) 099 00 47.53969(W)   ADJUSTED
 OR0844* NAVD 88 ORTHO HEIGHT -   523.9   (meters)     1719.    (feet) VERTCON3
 OR0844  ______________________________________________________________________
 OR0844  GEOID HEIGHT    -        -25.672 (meters)                     GEOID18
 OR0844  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 OR0844  HORZ ORDER      -  FIRST
 OR0844
 OR0844.The horizontal coordinates were established by classical geodetic methods
 OR0844.and adjusted by the National Geodetic Survey in January 1998.
 OR0844
 OR0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0844
 OR0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0844.GEOID18 height accuracy estimate available here.
 OR0844
 OR0844.Click photographs - Photos may exist for this station.
 OR0844
 OR0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0844
 OR0844. The following values were computed from the NAD 83(1996) position.
 OR0844
 OR0844;                    North         East     Units Scale Factor Converg.
 OR0844;SPC SD S     -   161,878.634   706,253.830   MT  0.99991098   +0 54 38.5
 OR0844;SPC SD S     -   531,096.82  2,317,101.11   sFT  0.99991098   +0 54 38.5
 OR0844;UTM  14      - 4,847,759.887   498,937.410   MT  0.99960001   -0 00 32.9
 OR0844
 OR0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0844!SPC SD S     -   0.99992189  x   0.99991098  =   0.99983287
 OR0844!UTM  14      -   0.99992189  x   0.99960001  =   0.99952193
 OR0844
 OR0844:                Primary Azimuth Mark                     Grid Az
 OR0844:SPC SD S     -  LYKLE AZ MK                              179 19 43.5
 OR0844:UTM  14      -  LYKLE AZ MK                              180 14 54.9
 OR0844
 OR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9893747759(NAD 83)
 OR0844
 OR0844|---------------------------------------------------------------------|
 OR0844| PID    Reference Object                     Distance      Geod. Az  |
 OR0844|                                                           dddmmss.s |
 OR0844| CO4001 LYKLE RM 1                           18.678 METERS 00212     |
 OR0844| OR0841 KIMBALL WATER TANK                  APPROX. 5.6 KM 1273333.7 |
 OR0844| CO4002 LYKLE RM 2                           60.555 METERS 13009     |
 OR0844| OR0839 KIMBALL ST MARGARETS CATH CH        APPROX. 6.1 KM 1350345.2 |
 OR0844| CO4000 LYKLE AZ MK                                        1801422.0 |
 OR0844|---------------------------------------------------------------------|
 OR0844
 OR0844                          SUPERSEDED SURVEY CONTROL
 OR0844
 OR0844  NAD 83(1986)-  43 46 58.41723(N)    099 00 47.54478(W) AD(       ) 1
 OR0844  NAD 27      -  43 46 58.42100(N)    099 00 46.20600(W) AD(       ) 1
 OR0844  NGVD 29 (07/19/86)  523.5    (m)         1718.     (f) VERT ANG       
 OR0844
 OR0844.Superseded values are not recommended for survey control.
 OR0844
 OR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0844.See file dsdata.pdf to determine how the superseded data were derived.
 OR0844
 OR0844_MARKER: DS = TRIANGULATION STATION DISK
 OR0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0844_STAMPING: LYKLE 1924
 OR0844_MARK LOGO: CGS
 OR0844_PROJECTION: FLUSH
 OR0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0844+STABILITY: SURFACE MOTION
 OR0844
 OR0844  HISTORY     - Date     Condition        Report By
 OR0844  HISTORY     - 1924     MONUMENTED       CGS
 OR0844  HISTORY     - 1934     GOOD             CGS
 OR0844  HISTORY     - 1935     GOOD             CGS
 OR0844
 OR0844                          STATION DESCRIPTION
 OR0844
 OR0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0844'THE STATION IS ABOUT 2-1/2 MILES W AND 2-1/2 MILES N OF THE TOWN
 OR0844'OF KIMBALL, SOUTH DAKOTA, ABOUT 11 METERS E OF SECTION-LINE
 OR0844'ROAD.  STATION IS ABOUT 28 METERS N OF THE GATE IN FENCE LEADING
 OR0844'TO MR. LYKLES HOUSE.  HOUSE IS ABOUT 200 METERS E OF THE
 OR0844'STATION.
 OR0844'
 OR0844'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0844'DISKS SET IN CONCRETE.
 OR0844
 OR0844                          STATION RECOVERY (1934)
 OR0844
 OR0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0844'AN OLD COAST SURVEY STATION ON THE RIGHT-OF-WAY OF A COUNTY
 OR0844'ROAD, ABOUT 500 FEET N OF THE CENTER OF THE W SIDE OF SEC.
 OR0844'29, T 104 N, R 68 W.  MR. JOHN CLENAHAN NOW OWNS THE FIELD
 OR0844'TO THE E INSTEAD OF MR. LYKLE, AND LEO BASIUS LIVES IN THE
 OR0844'HOUSE ABOUT 1/4 MILE E.
 OR0844'
 OR0844'REFERENCE MARK 1924 WAS FOUND IN GOOD CONDITION AND MEASUREMENTS
 OR0844'OF 18.678 METERS, (61.280 FEET) CORRECT, SET 2 FEET W OF E
 OR0844'FENCE LINE OF ROAD AND 20 FEET E OF CENTER LINE.  BOTH MARKS
 OR0844'ARE STANDARD TABLETS SET IN CONCRETE PIERS FLUSH WITH THE GROUND
 OR0844'AND STAMPED LYKLE 1924.
 OR0844'
 OR0844'TWO NEW MARKS WERE ESTABLISHED REFERENCE MARK NO. 2, 1934 SET
 OR0844'IN FENCE LINE S OF LANE LEADING TO MR. BASIUS HOUSE, 170 FEET
 OR0844'E OF CENTER LINE OF ROAD PAST STATION.  DISTANCE 60.555 METERS
 OR0844'(198.68 FEET).
 OR0844'
 OR0844'AZIMUTH MARK 1934 IS 2.1 MILES S OF STATION SET IN FENCE
 OR0844'LINE ON W SIDE OF ROAD LEADING TO STATION.  MARK IS 33 FEET
 OR0844'W OF CENTER LINE OF ROAD LEADING TO STATION, 135 FEET N OF
 OR0844'RAILROAD TRACKS, 40 FEET N OF FENCE CORNER.
 OR0844'
 OR0844'TO REACH FROM KIMBALL, TAKE HIGHWAY 16 W FROM ITS JUNCTION WITH
 OR0844'HIGHWAY 45 FOR 2 MILES AND TURN N ON DIRT ROAD AND GO 2.6
 OR0844'MILES OR ABOUT 29 YARDS N OF LANE LEADING TO MR. BASIUS HOUSE.
 OR0844'MARK WAS FOUND TO BE IN GOOD CONDITION AND SET AS DESCRIBED BY
 OR0844'H.O. IN 1924, MARK BEING 18 FEET E OF CENTER LINE OF ROAD,
 OR0844'AND 4 FEET W OF FENCE ALONG E SIDE OF ROAD.
 OR0844
 OR0844                          STATION RECOVERY (1935)
 OR0844
 OR0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0844'STATION RECOVERED JUNE 11, 1935, AND FOUND TO BE IN GOOD
 OR0844'CONDITION.  SURFACE MARK AND REFERENCE MARK (1924) WERE FLUSH
 OR0844'WITH SURFACE OF GROUND.  REFERENCE MARK NO. 2 WAS BURIED ABOUT
 OR0844'6 INCHES BY DRIFTED SOIL.  AZIMUTH MARK PROJECTS ABOUT 3 INCHES
 OR0844'ABOVE GROUND.
 OR0844'
 OR0844'THE ORIGINAL DESCRIPTION WAS FOUND TO BE STILL GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0754 ***********************************************************************
 OQ0754  DESIGNATION -  LYNN
 OQ0754  PID         -  OQ0754
 OQ0754  STATE/COUNTY-  SD/LINCOLN
 OQ0754  COUNTRY     -  US
 OQ0754  USGS QUAD   -  WORTHING (2017)
 OQ0754
 OQ0754                         *CURRENT SURVEY CONTROL
 OQ0754  ______________________________________________________________________
 OQ0754* NAD 83(1996) POSITION- 43 15 28.84503(N) 096 46 03.90739(W)   ADJUSTED
 OQ0754* NAVD 88 ORTHO HEIGHT -   404.34  (+/-2cm)     1326.6   (feet) VERTCON3
 OQ0754  ______________________________________________________________________
 OQ0754  GEOID HEIGHT    -        -26.322 (meters)                     GEOID18
 OQ0754  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 OQ0754  HORZ ORDER      -  SECOND
 OQ0754  VERT ORDER      -  THIRD ? (See Below)
 OQ0754
 OQ0754.The horizontal coordinates were established by classical geodetic methods
 OQ0754.and adjusted by the National Geodetic Survey in January 1998.
 OQ0754
 OQ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0754
 OQ0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0754.GEOID18 height accuracy estimate available here.
 OQ0754
 OQ0754.The vertical order pertains to the NGVD 29 superseded value.
 OQ0754
 OQ0754.Click photographs - Photos may exist for this station.
 OQ0754
 OQ0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0754
 OQ0754. The following values were computed from the NAD 83(1996) position.
 OQ0754
 OQ0754;                    North         East     Units Scale Factor Converg.
 OQ0754;SPC SD S     -   108,936.702   889,411.287   MT  0.99992654   +2 27 35.0
 OQ0754;SPC SD S     -   357,403.16  2,918,010.20   sFT  0.99992654   +2 27 35.0
 OQ0754;UTM  14      - 4,791,886.657   681,186.559   MT  1.00000385   +1 31 48.5
 OQ0754
 OQ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0754!SPC SD S     -   0.99994072  x   0.99992654  =   0.99986727
 OQ0754!UTM  14      -   0.99994072  x   1.00000385  =   0.99994457
 OQ0754
 OQ0754:                Primary Azimuth Mark                     Grid Az
 OQ0754:SPC SD S     -  LYNN AZ MK                               174 28 10.7
 OQ0754:UTM  14      -  LYNN AZ MK                               175 23 57.2
 OQ0754
 OQ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8118691886(NAD 83)
 OQ0754
 OQ0754|---------------------------------------------------------------------|
 OQ0754| PID    Reference Object                     Distance      Geod. Az  |
 OQ0754|                                                           dddmmss.s |
 OQ0754| OQ0711 CANTON STANDPIPE                    APPROX.15.9 KM 0691633.5 |
 OQ0754| OQ0712 CANTON LINCOLN CO CTHSE TOWER       APPROX.15.0 KM 0711921.1 |
 OQ0754| CO4007 LYNN RM 1                            29.007 METERS 12539     |
 OQ0754| CO4006 LYNN AZ MK                                         1765545.7 |
 OQ0754| CO4008 LYNN RM 2                            24.524 METERS 34145     |
 OQ0754|---------------------------------------------------------------------|
 OQ0754
 OQ0754                          SUPERSEDED SURVEY CONTROL
 OQ0754
 OQ0754  NAD 83(1995)-  43 15 28.84623(N)    096 46 03.90302(W) AD(       ) 2
 OQ0754  NAD 83(1986)-  43 15 28.84883(N)    096 46 03.89426(W) AD(       ) 2
 OQ0754  NAD 27      -  43 15 28.91000(N)    096 46 02.72500(W) AD(       ) 2
 OQ0754  NGVD 29             404.10   (m)         1325.8    (f) LEVELING    3  
 OQ0754
 OQ0754.Superseded values are not recommended for survey control.
 OQ0754
 OQ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0754.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0754
 OQ0754_MARKER: DS = TRIANGULATION STATION DISK
 OQ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0754_STAMPING: LYNN 1949
 OQ0754_MARK LOGO: CGS
 OQ0754_PROJECTION: FLUSH
 OQ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0754+STABILITY: SURFACE MOTION
 OQ0754
 OQ0754  HISTORY     - Date     Condition        Report By
 OQ0754  HISTORY     - 1949     MONUMENTED       CGS
 OQ0754
 OQ0754                          STATION DESCRIPTION
 OQ0754
 OQ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0754'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF BERESFORD, ABOUT
 OQ0754'5 MILES SOUTH OF WORTHING, IN THE NORTHWEST CORNER OF THE JUNCTION
 OQ0754'OF U.S. HIGHWAYS 18 AND 77.  IT IS 129 FEET SOUTHWEST OF THE
 OQ0754'SOUTHWEST CORNER OF A FILLING STATION, 88 FEET NORTH OF THE
 OQ0754'CENTERLINE OF HIGHWAY 18, 198 FEET NORTHWEST OF THE JUNCTION OF
 OQ0754'THE 2 HIGHWAYS, AND 5 FEET NORTHEAST OF A WITNESS POST.  THE
 OQ0754'DISK IS STAMPED LYNN 1949 AND IS SET FLUSH.
 OQ0754'
 OQ0754'REFERENCE MARK NO. 1 IS 102 FEET WEST OF THE CENTERLINE OF HIGHWAY
 OQ0754'77, AND 48 FEET WEST OF A POWER POLE.  THE DISK IS STAMPED
 OQ0754'LYNN NO 1 1949, AND IS SET FLUSH.
 OQ0754'
 OQ0754'REFERENCE MARK NO. 2 IS 104 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 OQ0754'CORNER OF THE FILLING STATION, AND 7 FEET EAST OF A ROW OF
 OQ0754'TREES.  THE DISK IS STAMPED LYNN NO 2 1949, AND IS SET FLUSH.
 OQ0754'
 OQ0754'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTERLINE OF HIGHWAY 77,
 OQ0754'28 FEET NORTH OF A FENCE CORNER, 23 FEET NORTH-NORTHWEST OF THE
 OQ0754'NORTH END OF A CONCRETE CULVERT, 1 FOOT WEST OF A FENCELINE, AND
 OQ0754'1 FOOT NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED LYNN
 OQ0754'1949 AND PROJECTS 4 INCHES.
 OQ0754'
 OQ0754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 OQ0754'STATE HIGHWAY 46, AT THE NORTHEAST EDGE OF BERESFORD, GO NORTH
 OQ0754'ON HIGHWAY 77 FOR 11.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 OQ0754'CONTINUE NORTH FOR 0.5 MILE TO THE JUNCTION OF HIGHWAYS 18
 OQ0754'AND 77, AND THE STATION AS DESCRIBED.
 OQ0754'
 OQ0754'AN 87 FOOT SIGNAL AT BOTHWELL 1935 IS VISIBLE AT 37 FEET.
 OQ0754'
 OQ0754'AN 87 FOOT SIGNAL AT HIGHLAND IS VISIBLE AT 77 FEET.
 OQ0754'
 OQ0754'AN 87 FOOT SIGNAL AT KLUMB 1935 IS VISIBLE AT 20 FEET.
 OQ0754'
 OQ0754'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0842 ***********************************************************************
 OR0842  DESIGNATION -  LYON
 OR0842  PID         -  OR0842
 OR0842  STATE/COUNTY-  SD/BRULE
 OR0842  COUNTRY     -  US
 OR0842  USGS QUAD   -  LYONVILLE (2017)
 OR0842
 OR0842                         *CURRENT SURVEY CONTROL
 OR0842  ______________________________________________________________________
 OR0842* NAD 83(1996) POSITION- 43 52 44.05975(N) 098 57 52.14174(W)   ADJUSTED
 OR0842* NAVD 88 ORTHO HEIGHT -   505.19  (+/-2cm)     1657.4   (feet) VERTCON3
 OR0842  ______________________________________________________________________
 OR0842  GEOID HEIGHT    -        -25.416 (meters)                     GEOID18
 OR0842  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 OR0842  HORZ ORDER      -  FIRST
 OR0842  VERT ORDER      -  THIRD ? (See Below)
 OR0842
 OR0842.The horizontal coordinates were established by classical geodetic methods
 OR0842.and adjusted by the National Geodetic Survey in January 1998.
 OR0842
 OR0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0842
 OR0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0842.GEOID18 height accuracy estimate available here.
 OR0842
 OR0842.The vertical order pertains to the NGVD 29 superseded value.
 OR0842
 OR0842.Click photographs - Photos may exist for this station.
 OR0842
 OR0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0842
 OR0842. The following values were computed from the NAD 83(1996) position.
 OR0842
 OR0842;                    North         East     Units Scale Factor Converg.
 OR0842;SPC SD S     -   172,607.495   709,999.172   MT  0.99991719   +0 56 39.5
 OR0842;SPC SD S     -   566,296.42  2,329,388.95   sFT  0.99991719   +0 56 39.5
 OR0842;UTM  14      - 4,858,423.896   502,853.263   MT  0.99960010   +0 01 28.6
 OR0842
 OR0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0842!SPC SD S     -   0.99992477  x   0.99991719  =   0.99984197
 OR0842!UTM  14      -   0.99992477  x   0.99960010  =   0.99952490
 OR0842
 OR0842:                Primary Azimuth Mark                     Grid Az
 OR0842:SPC SD S     -  LYON AZ MK                               096 48 56.4
 OR0842:UTM  14      -  LYON AZ MK                               097 44 07.3
 OR0842
 OR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0285358423(NAD 83)
 OR0842
 OR0842|---------------------------------------------------------------------|
 OR0842| PID    Reference Object                     Distance      Geod. Az  |
 OR0842|                                                           dddmmss.s |
 OR0842| CO4009 LYON AZ MK                                         0974535.9 |
 OR0842| OR0841 KIMBALL WATER TANK                  APPROX.14.1 KM 1780043.1 |
 OR0842| CO4010 LYON RM 1                            35.663 METERS 20301     |
 OR0842| CO4011 LYON RM 2                            39.780 METERS 30616     |
 OR0842|---------------------------------------------------------------------|
 OR0842
 OR0842                          SUPERSEDED SURVEY CONTROL
 OR0842
 OR0842  NAD 83(1986)-  43 52 44.05937(N)    098 57 52.14774(W) AD(       ) 1
 OR0842  NAD 27      -  43 52 44.07000(N)    098 57 50.80700(W) AD(       ) 1
 OR0842  NGVD 29             504.86   (m)         1656.4    (f) LEVELING    3  
 OR0842
 OR0842.Superseded values are not recommended for survey control.
 OR0842
 OR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0842.See file dsdata.pdf to determine how the superseded data were derived.
 OR0842
 OR0842_MARKER: DS = TRIANGULATION STATION DISK
 OR0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0842_STAMPING: LYON 1934
 OR0842_MARK LOGO: CGS
 OR0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0842+STABILITY: SURFACE MOTION
 OR0842
 OR0842  HISTORY     - Date     Condition        Report By
 OR0842  HISTORY     - 1934     MONUMENTED       CGS
 OR0842
 OR0842                          STATION DESCRIPTION
 OR0842
 OR0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0842'STATION IS ON LAND OWNED BY THE COUNTY.  IT IS ON A HIGH
 OR0842'BARE KNOB 500 FEET N AND 500 FEET E OF THE SW CORNER OF SEC.
 OR0842'23, T 105 N, R 68 W, AND IS 9 MILES N OF KIMBALL.  MARK IS ON
 OR0842'THE HIGHEST PART AND IN THE CENTER OF THE HILL WHICH HAS A
 OR0842'FEW SCATTERED HALF BURIED ROCKS ON TOP, IT PROJECTS 4 INCHES
 OR0842'ABOVE THE GROUND.
 OR0842'
 OR0842'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0842'BRONZE DISKS SET IN CONCRETE.
 OR0842'
 OR0842'REFERENCE MARK NO. 1 IS S OF STATION AND APPROXIMATELY 250
 OR0842'YARDS NE OF SW CORNER OF SEC. 23, T 105 N, R 68 W.  IT IS ON
 OR0842'A BARE KNOB, ON SOUTHERN EDGE OF GRADUAL SLOPE.  MARK PROJECTS
 OR0842'4 INCHES ABOVE THE GROUND.
 OR0842'
 OR0842'REFERENCE MARK NO. 2 IS W OF STATION ON W SLOPE OF SMALL
 OR0842'BARE RISE IN SAME SECTION.  MARK PROJECTS 4 INCHES ABOVE
 OR0842'THE GROUND.
 OR0842'
 OR0842'AZIMUTH MARK IS E OF STATION, 160 FEET W OF SW CORNER OF
 OR0842'WHITE, COUNTRY SCHOOLHOUSE, IN FENCE LINE 30 FEET N OF FENCE
 OR0842'CORNER.  MARK PROJECTS 5 INCHES ABOVE THE GROUND.  TO REACH,
 OR0842'GO S FROM STATION TO SECTION LINE ROAD AND TURNING LEFT, GO
 OR0842'0.7 MILE E TO AZIMUTH MARK ON LEFT, AND 70 FEET N OF CENTER
 OR0842'LINE OF ROAD.
 OR0842'
 OR0842'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 16 AND STATE
 OR0842'HIGHWAY 45 (0.75 MILE W OF KIMBALL), TAKE STATE HIGHWAY 45
 OR0842'N FOR 7 MILES, JOG 0.6 MILE W AND CONTINUE N FOR 2 MILES
 OR0842'MORE ON STATE HIGHWAY 45.  TURN RIGHT AT CROSSROADS AND
 OR0842'PROCEED E FOR 1 MILE TO NEXT CROSS ROAD.  STATION MARK IS ABOUT
 OR0842'250 YARDS NE FROM HERE, AND CAN BE REACHED FROM E OR S BY
 OR0842'LETTING WIRE FENCE DOWN.
 OR0842'
 OR0842'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0402 ***********************************************************************
 QT0402  DESIGNATION -  LYON
 QT0402  PID         -  QT0402
 QT0402  STATE/COUNTY-  SD/PERKINS
 QT0402  COUNTRY     -  US
 QT0402  USGS QUAD   -  COAL SPRINGS (2017)
 QT0402
 QT0402                         *CURRENT SURVEY CONTROL
 QT0402  ______________________________________________________________________
 QT0402* NAD 83(1996) POSITION- 45 26 01.11786(N) 102 02 12.25718(W)   ADJUSTED
 QT0402* NAVD 88 ORTHO HEIGHT -   829.9   (meters)     2723.    (feet) VERTCON3
 QT0402  ______________________________________________________________________
 QT0402  GEOID HEIGHT    -        -19.158 (meters)                     GEOID18
 QT0402  LAPLACE CORR    -         -6.92  (seconds)                    DEFLEC18
 QT0402  HORZ ORDER      -  SECOND
 QT0402
 QT0402.The horizontal coordinates were established by classical geodetic methods
 QT0402.and adjusted by the National Geodetic Survey in January 1998.
 QT0402
 QT0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0402
 QT0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0402.GEOID18 height accuracy estimate available here.
 QT0402
 QT0402.Click photographs - Photos may exist for this station.
 QT0402
 QT0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0402
 QT0402. The following values were computed from the NAD 83(1996) position.
 QT0402
 QT0402;                    North         East     Units Scale Factor Converg.
 QT0402;SPC SD N     -   179,838.112   440,648.582   MT  0.99996137   -1 26 29.3
 QT0402;SPC SD N     -   590,018.87  1,445,694.56   sFT  0.99996137   -1 26 29.3
 QT0402;UTM  13      - 5,035,396.607   731,780.517   MT  1.00026056   +2 06 43.5
 QT0402;UTM  14      - 5,035,611.189   262,472.395   MT  1.00029373   -2 09 52.2
 QT0402
 QT0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0402!SPC SD N     -   0.99987290  x   0.99996137  =   0.99983428
 QT0402!UTM  13      -   0.99987290  x   1.00026056  =   1.00013343
 QT0402!UTM  14      -   0.99987290  x   1.00029373  =   1.00016659
 QT0402
 QT0402:                Primary Azimuth Mark                     Grid Az
 QT0402:SPC SD N     -  LYON AZ MK                               295 37 46.6
 QT0402:UTM  13      -  LYON AZ MK                               292 04 33.8
 QT0402:UTM  14      -  LYON AZ MK                               296 21 09.5
 QT0402
 QT0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL3178035396(NAD 83)
 QT0402
 QT0402|---------------------------------------------------------------------|
 QT0402| PID    Reference Object                     Distance      Geod. Az  |
 QT0402|                                                           dddmmss.s |
 QT0402| CQ8532 LYON RM 1                             9.863 METERS 11059     |
 QT0402| CQ8533 LYON RM 2                            12.365 METERS 20047     |
 QT0402| CQ8531 LYON AZ MK                                         2941117.3 |
 QT0402|---------------------------------------------------------------------|
 QT0402
 QT0402                          SUPERSEDED SURVEY CONTROL
 QT0402
 QT0402  NAD 83(1986)-  45 26 01.10930(N)    102 02 12.25557(W) AD(       ) 2
 QT0402  NAD 27      -  45 26 01.18600(N)    102 02 10.70800(W) AD(       ) 2
 QT0402  NGVD 29 (07/19/86)  829.5    (m)         2721.     (f) VERT ANG       
 QT0402
 QT0402.Superseded values are not recommended for survey control.
 QT0402
 QT0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0402.See file dsdata.pdf to determine how the superseded data were derived.
 QT0402
 QT0402_MARKER: DS = TRIANGULATION STATION DISK
 QT0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0402_STAMPING: LYON 1951
 QT0402_MARK LOGO: CGS
 QT0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0402+STABILITY: SURFACE MOTION
 QT0402
 QT0402  HISTORY     - Date     Condition        Report By
 QT0402  HISTORY     - 1951     MONUMENTED       CGS
 QT0402
 QT0402                          STATION DESCRIPTION
 QT0402
 QT0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0402'THE STATION IS LOCATED 3 MILES EAST AND 1/2 MILE SOUTH OF
 QT0402'COAL SPRINGS, AND 1/4 MILE NORTH OF PRAIRIE VIEW SCHOOLHOUSE,
 QT0402'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 QT0402'
 QT0402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 QT0402'73 AND 8, ABOUT 3 MILES WEST OF COAL SPRINGS.  GO EAST ON
 QT0402'HIGHWAY 8 FOR 5.85 MILES TO A FARM HOUSE ON THE LEFT.  CONTINUE
 QT0402'EAST FOR 0.45 MILE TO A DIM CROSSROADS.  TURN RIGHT AND GO
 QT0402'SOUTH 0.5 MILE TO THE TOP OF A RIDGE.  BEAR LEFT AND GO EAST
 QT0402'0.2 MILE TO THE AZIMUTH MARK.  CONTINUE EAST ACROSS A MEADOW
 QT0402'FOR 0.35 MILE TO THE HIGHEST POINT AND THE STATION.
 QT0402'
 QT0402'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0402'LYON 1951.
 QT0402'
 QT0402'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0402'LYON NO 1 1951.
 QT0402'
 QT0402'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0402'LYON NO 2 1951.
 QT0402'
 QT0402'THE AZIMUTH MARK IS 2 FEET EAST OF A WITNESS POST.  THE MARK
 QT0402'PROJECTS 6 INCHES AND THE DISK IS STAMPED LYON 1951.
 QT0402'
 QT0402'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0402'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0389 ***********************************************************************
 PR0389  DESIGNATION -  M 1
 PR0389  PID         -  PR0389
 PR0389  STATE/COUNTY-  SD/HAMLIN
 PR0389  COUNTRY     -  US
 PR0389  USGS QUAD   -  BRYANT (2017)
 PR0389
 PR0389                         *CURRENT SURVEY CONTROL
 PR0389  ______________________________________________________________________
 PR0389* NAD 83(1986) POSITION- 44 34 48.     (N) 097 28 14.     (W)   SCALED
 PR0389* NAVD 88 ORTHO HEIGHT -   557.658 (meters)     1829.58  (feet) ADJUSTED
 PR0389  ______________________________________________________________________
 PR0389  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 PR0389  DYNAMIC HEIGHT  -        557.562 (meters)     1829.27  (feet) COMP
 PR0389  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 PR0389
 PR0389  VERT ORDER      -  FIRST     CLASS II
 PR0389
 PR0389.The horizontal coordinates were scaled from a map and have
 PR0389.an estimated accuracy of +/- 6 seconds.
 PR0389
 PR0389.The orthometric height was determined by differential leveling and
 PR0389.adjusted by the NATIONAL GEODETIC SURVEY
 PR0389.in June 1991.
 PR0389
 PR0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0389.GEOID18 height accuracy estimate available here.
 PR0389
 PR0389.Click photographs - Photos may exist for this station.
 PR0389
 PR0389.The dynamic height is computed by dividing the NAVD 88
 PR0389.geopotential number by the normal gravity value computed on the
 PR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0389.degrees latitude (g = 980.6199 gals.).
 PR0389
 PR0389.The modeled gravity was interpolated from observed gravity values.
 PR0389
 PR0389;                    North         East    Units  Estimated Accuracy
 PR0389;SPC SD N     -    86,110.      800,850.      MT  (+/- 180 meters Scaled)
 PR0389
 PR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ214374(NAD 83)
 PR0389
 PR0389                          SUPERSEDED SURVEY CONTROL
 PR0389
 PR0389  NGVD 29 (??/??/92)  557.382  (m)         1828.68   (f) ADJ UNCH    1 2
 PR0389
 PR0389.Superseded values are not recommended for survey control.
 PR0389
 PR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0389.See file dsdata.pdf to determine how the superseded data were derived.
 PR0389
 PR0389_MARKER: B = BOLT
 PR0389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0389
 PR0389  HISTORY     - Date     Condition        Report By
 PR0389  HISTORY     - 1905     MONUMENTED       CGS
 PR0389  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0389
 PR0389                          STATION DESCRIPTION
 PR0389
 PR0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0389'0.6 MI S FROM BRYANT.
 PR0389'0.6 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0389'RAILROAD FROM THE STATION AT BRYANT, HAMLIN COUNTY, AT A ROAD
 PR0389'CROSSING, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET
 PR0389'WEST OF THE CENTER LINE OF THE TRACK, IN THE RIGHT-OF-WAY FENCE
 PR0389'LINE, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A COPPER BOLT,
 PR0389'SURROUNDED BY THE LETTERS USBM AND SET IN THE TOP OF A STONE
 PR0389'POST.  NOTE-- AREA IS NOW ABOUT 3 FT LOWER THAN TRACKS INSTEAD
 PR0389'OF 1 1/2 FT LOWER.
 PR0389
 PR0389                          STATION RECOVERY (1973)
 PR0389
 PR0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0018 ***********************************************************************
 OT0018  DESIGNATION -  M 10
 OT0018  PID         -  OT0018
 OT0018  STATE/COUNTY-  SD/PENNINGTON
 OT0018  COUNTRY     -  US
 OT0018  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0018
 OT0018                         *CURRENT SURVEY CONTROL
 OT0018  ______________________________________________________________________
 OT0018* NAD 83(1986) POSITION- 43 43 09.02   (N) 102 15 04.59   (W)   HD_HELD1
 OT0018* NAVD 88 ORTHO HEIGHT -   761.568 (meters)     2498.58  (feet) ADJUSTED
 OT0018  ______________________________________________________________________
 OT0018  GEOID HEIGHT    -        -19.080 (meters)                     GEOID18
 OT0018  DYNAMIC HEIGHT  -        761.320 (meters)     2497.76  (feet) COMP
 OT0018  MODELED GRAVITY -    980,268.5   (mgal)                       NAVD 88
 OT0018
 OT0018  VERT ORDER      -  FIRST     CLASS II
 OT0018
 OT0018.The horizontal coordinates were determined by differentially corrected
 OT0018.hand held GPS observations or other comparable positioning techniques
 OT0018.and have an estimated accuracy of +/- 3 meters.
 OT0018
 OT0018.The orthometric height was determined by differential leveling and
 OT0018.adjusted by the NATIONAL GEODETIC SURVEY
 OT0018.in June 1991.
 OT0018
 OT0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0018.GEOID18 height accuracy estimate available here.
 OT0018
 OT0018.Click photographs - Photos may exist for this station.
 OT0018
 OT0018.The dynamic height is computed by dividing the NAVD 88
 OT0018.geopotential number by the normal gravity value computed on the
 OT0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0018.degrees latitude (g = 980.6199 gals.).
 OT0018
 OT0018.The modeled gravity was interpolated from observed gravity values.
 OT0018
 OT0018;                    North         East    Units  Estimated Accuracy
 OT0018;SPC SD S     -   155,739.2     445,473.4     MT  (+/- 3 meters HH1 GPS) 
 OT0018
 OT0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2141744354(NAD 83)
 OT0018
 OT0018                          SUPERSEDED SURVEY CONTROL
 OT0018
 OT0018  NGVD 29 (??/??/92)  761.098  (m)         2497.04   (f) ADJ UNCH    1 2
 OT0018
 OT0018.Superseded values are not recommended for survey control.
 OT0018
 OT0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0018.See file dsdata.pdf to determine how the superseded data were derived.
 OT0018
 OT0018_MARKER: DB = BENCH MARK DISK
 OT0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0018_STAMPING: M 10 1925 2497.114
 OT0018_MARK LOGO: CGS
 OT0018_PROJECTION: FLUSH
 OT0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0018+STABILITY: SURFACE MOTION
 OT0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0018+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0018
 OT0018  HISTORY     - Date     Condition        Report By
 OT0018  HISTORY     - 1925     MONUMENTED       CGS
 OT0018  HISTORY     - 1962     GOOD             CGS
 OT0018  HISTORY     - 1985     GOOD             NGS
 OT0018  HISTORY     - 20120724 GOOD             INDIV
 OT0018
 OT0018                          STATION DESCRIPTION
 OT0018
 OT0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0018'13.4 MI W FROM INTERIOR.
 OT0018'ABOUT 13.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0018'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 7,
 OT0018'T 4 S, R 16 E, 0.3 MILE WEST OF A PRIVATE ROAD CROSSING, 13 POLES
 OT0018'OF 0.4 MILE EAST OF MILE POST 602, 0.15 MILE WEST OF A T-FENCE
 OT0018'CORNER ON NORTH SIDE OF TRACKS WITH A FENCE LEADING NORTH, 0.15
 OT0018'MILE WEST OF A SLIGHT CURVE IN STATE HIGHWAY 40, 0.1 MILE EAST OF
 OT0018'A SMALL MOUND LIKE KNOLL LOCATED ON NORTH SIDE OF THE TRACK,
 OT0018'91 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38 1/2 FEET
 OT0018'SOUTH OF SOUTH RAIL, 14 1/2 FEET EAST OF A TELEPHONE POLE, 2.3
 OT0018'FEET NORTH OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 OT0018'RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OT0018
 OT0018                          STATION RECOVERY (1985)
 OT0018
 OT0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0018'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0018'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0018'THENCE 27.65 KM (17.3 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.55 KM
 OT0018'(0.35 MI) EAST OF MILEPOST 104, ON THE OUTSIDE OF THE SOUTHWEST END OF
 OT0018'A CURVE, ALSO 22.95 KM (14.35 MI) WEST OF INTERIOR, 43.3 METERS (142
 OT0018'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.7 METERS (38.5 FT)
 OT0018'SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0018'AND PACIFIC RAILROAD, 0.9 METER (3 FT) BELOW THE TRACKS.
 OT0018'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0018'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 OT0018
 OT0018                          STATION RECOVERY (2012)
 OT0018
 OT0018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0055 ***********************************************************************
 PV0055  DESIGNATION -  M 11 B 1
 PV0055  PID         -  PV0055
 PV0055  STATE/COUNTY-  SD/BUTTE
 PV0055  COUNTRY     -  US
 PV0055  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0055
 PV0055                         *CURRENT SURVEY CONTROL
 PV0055  ______________________________________________________________________
 PV0055* NAD 83(1986) POSITION- 44 57 58.     (N) 104 01 32.     (W)   SCALED
 PV0055* NAVD 88 ORTHO HEIGHT -  1005.774 (meters)     3299.78  (feet) ADJUSTED
 PV0055  ______________________________________________________________________
 PV0055  GEOID HEIGHT    -        -15.488 (meters)                     GEOID18
 PV0055  DYNAMIC HEIGHT  -       1005.512 (meters)     3298.92  (feet) COMP
 PV0055  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PV0055
 PV0055  VERT ORDER      -  SECOND    CLASS 0
 PV0055
 PV0055.The horizontal coordinates were scaled from a map and have
 PV0055.an estimated accuracy of +/- 6 seconds.
 PV0055
 PV0055.The orthometric height was determined by differential leveling and
 PV0055.adjusted by the NATIONAL GEODETIC SURVEY
 PV0055.in June 1991.
 PV0055
 PV0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0055.GEOID18 height accuracy estimate available here.
 PV0055
 PV0055.Click photographs - Photos may exist for this station.
 PV0055
 PV0055.The dynamic height is computed by dividing the NAVD 88
 PV0055.geopotential number by the normal gravity value computed on the
 PV0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0055.degrees latitude (g = 980.6199 gals.).
 PV0055
 PV0055.The modeled gravity was interpolated from observed gravity values.
 PV0055
 PV0055;                    North         East    Units  Estimated Accuracy
 PV0055;SPC SD N     -   133,770.      282,560.      MT  (+/- 180 meters Scaled)
 PV0055
 PV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK768796(NAD 83)
 PV0055
 PV0055                          SUPERSEDED SURVEY CONTROL
 PV0055
 PV0055  NGVD 29 (??/??/92) 1005.29   (m)         3298.2    (f) COMPUTED    2 0
 PV0055
 PV0055.Superseded values are not recommended for survey control.
 PV0055
 PV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0055.See file dsdata.pdf to determine how the superseded data were derived.
 PV0055
 PV0055_MARKER: Z = SEE DESCRIPTION
 PV0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0055_PROJECTION: PROJECTING 122 CENTIMETERS
 PV0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0055
 PV0055  HISTORY     - Date     Condition        Report By
 PV0055  HISTORY     - UNK      MONUMENTED       USAF
 PV0055  HISTORY     - 1962     GOOD             CGS
 PV0055
 PV0055                          STATION DESCRIPTION
 PV0055
 PV0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0055'26.1 MI NW FROM BELLE FOURCHE.
 PV0055'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PV0055'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 14.35
 PV0055'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 32, T 12 N,
 PV0055'R 1 E, THENCE 0.05 MILE NORTH ALONG A NORTH-SOUTH FENCE LINE,
 PV0055'6 FEET EAST OF A FENCE, THE CENTER OF A TRIBACH MOUNTED ON THE
 PV0055'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  NOTE-- THE
 PV0055'ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER THE CENTER
 PV0055'HOLE.  THERE IS NO STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0056 ***********************************************************************
 PV0056  DESIGNATION -  M 11 B 2
 PV0056  PID         -  PV0056
 PV0056  STATE/COUNTY-  SD/BUTTE
 PV0056  COUNTRY     -  US
 PV0056  USGS QUAD   -  GRAVEL DRAW (2017)
 PV0056
 PV0056                         *CURRENT SURVEY CONTROL
 PV0056  ______________________________________________________________________
 PV0056* NAD 83(1986) POSITION- 44 57 59.     (N) 104 01 14.     (W)   SCALED
 PV0056* NAVD 88 ORTHO HEIGHT -   998.951 (meters)     3277.39  (feet) ADJUSTED
 PV0056  ______________________________________________________________________
 PV0056  GEOID HEIGHT    -        -15.502 (meters)                     GEOID18
 PV0056  DYNAMIC HEIGHT  -        998.690 (meters)     3276.54  (feet) COMP
 PV0056  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 PV0056
 PV0056  VERT ORDER      -  SECOND    CLASS 0
 PV0056
 PV0056.The horizontal coordinates were scaled from a map and have
 PV0056.an estimated accuracy of +/- 6 seconds.
 PV0056
 PV0056.The orthometric height was determined by differential leveling and
 PV0056.adjusted by the NATIONAL GEODETIC SURVEY
 PV0056.in June 1991.
 PV0056
 PV0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0056.GEOID18 height accuracy estimate available here.
 PV0056
 PV0056.Click photographs - Photos may exist for this station.
 PV0056
 PV0056.The dynamic height is computed by dividing the NAVD 88
 PV0056.geopotential number by the normal gravity value computed on the
 PV0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0056.degrees latitude (g = 980.6199 gals.).
 PV0056
 PV0056.The modeled gravity was interpolated from observed gravity values.
 PV0056
 PV0056;                    North         East    Units  Estimated Accuracy
 PV0056;SPC SD N     -   133,780.      282,960.      MT  (+/- 180 meters Scaled)
 PV0056
 PV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK772796(NAD 83)
 PV0056
 PV0056                          SUPERSEDED SURVEY CONTROL
 PV0056
 PV0056  NGVD 29 (??/??/92)  998.46   (m)         3275.8    (f) COMPUTED    2 0
 PV0056
 PV0056.Superseded values are not recommended for survey control.
 PV0056
 PV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0056.See file dsdata.pdf to determine how the superseded data were derived.
 PV0056
 PV0056_MARKER: Z = SEE DESCRIPTION
 PV0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0056_PROJECTION: PROJECTING 122 CENTIMETERS
 PV0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0056
 PV0056  HISTORY     - Date     Condition        Report By
 PV0056  HISTORY     - UNK      MONUMENTED       USAF
 PV0056  HISTORY     - 1962     GOOD             CGS
 PV0056
 PV0056                          STATION DESCRIPTION
 PV0056
 PV0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0056'26.3 MI NW FROM BELLE FOURCHE.
 PV0056'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PV0056'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PV0056'14.35 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 PV0056'NORTH-NORTHEAST ACROSS COUNTRY, IN SECTION 32, T 12 N, R 1 E,
 PV0056'THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PV0056'CYLINDER PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON THE
 PV0056'TOP SURFACE OF THE TRIBACH OVER THE CENTER HOLE.  THERE IS NO
 PV0056'STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0541 ***********************************************************************
 QS0541  DESIGNATION -  M 119
 QS0541  PID         -  QS0541
 QS0541  STATE/COUNTY-  SD/CORSON
 QS0541  COUNTRY     -  US
 QS0541  USGS QUAD   -  KELDRON (2017)
 QS0541
 QS0541                         *CURRENT SURVEY CONTROL
 QS0541  ______________________________________________________________________
 QS0541* NAD 83(1986) POSITION- 45 55 37.     (N) 101 45 47.     (W)   SCALED
 QS0541* NAVD 88 ORTHO HEIGHT -   696.982 (meters)     2286.68  (feet) ADJUSTED
 QS0541  ______________________________________________________________________
 QS0541  GEOID HEIGHT    -        -19.722 (meters)                     GEOID18
 QS0541  DYNAMIC HEIGHT  -        696.910 (meters)     2286.45  (feet) COMP
 QS0541  MODELED GRAVITY -    980,490.3   (mgal)                       NAVD 88
 QS0541
 QS0541  VERT ORDER      -  SECOND    CLASS 0
 QS0541
 QS0541.The horizontal coordinates were scaled from a map and have
 QS0541.an estimated accuracy of +/- 6 seconds.
 QS0541
 QS0541.The orthometric height was determined by differential leveling and
 QS0541.adjusted by the NATIONAL GEODETIC SURVEY
 QS0541.in June 1991.
 QS0541
 QS0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0541.GEOID18 height accuracy estimate available here.
 QS0541
 QS0541.Click photographs - Photos may exist for this station.
 QS0541
 QS0541.The dynamic height is computed by dividing the NAVD 88
 QS0541.geopotential number by the normal gravity value computed on the
 QS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0541.degrees latitude (g = 980.6199 gals.).
 QS0541
 QS0541.The modeled gravity was interpolated from observed gravity values.
 QS0541
 QS0541;                    North         East    Units  Estimated Accuracy
 QS0541;SPC SD N     -   234,150.      463,250.      MT  (+/- 180 meters Scaled)
 QS0541
 QS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR857896(NAD 83)
 QS0541
 QS0541                          SUPERSEDED SURVEY CONTROL
 QS0541
 QS0541  NGVD 29 (??/??/92)  696.508  (m)         2285.13   (f) ADJ UNCH    2 0
 QS0541
 QS0541.Superseded values are not recommended for survey control.
 QS0541
 QS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0541.See file dsdata.pdf to determine how the superseded data were derived.
 QS0541
 QS0541_MARKER: DB = BENCH MARK DISK
 QS0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0541_STAMPING: M 119 1934
 QS0541_MARK LOGO: CGS
 QS0541_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0541+STABILITY: SURFACE MOTION
 QS0541
 QS0541  HISTORY     - Date     Condition        Report By
 QS0541  HISTORY     - 1934     MONUMENTED       CGS
 QS0541  HISTORY     - 1938     GOOD             CGS
 QS0541
 QS0541                          STATION DESCRIPTION
 QS0541
 QS0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0541'2 MI W FROM MORRISTOWN.
 QS0541'2.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0541'RAILROAD FROM THE STATION AT MORRISTOWN, CORSON COUNTY, AT A
 QS0541'GRADED COUNTY-ROAD CROSSING, 50 FEET WEST OF THE CENTER LINE
 QS0541'OF THE ROAD, 45.8 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QS0541'28 FEET EAST OF A POLE, AND IN LINE WITH THE ROW OF POLES.
 QS0541'A STANDARD DISK, STAMPED M 119 1934 AND SET IN THE TOP OF A
 QS0541'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0541
 QS0541                          STATION RECOVERY (1938)
 QS0541
 QS0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0178 ***********************************************************************
 QT0178  DESIGNATION -  M 122
 QT0178  PID         -  QT0178
 QT0178  STATE/COUNTY-  SD/MEADE
 QT0178  COUNTRY     -  US
 QT0178  USGS QUAD   -  CEDAR CANYON (2017)
 QT0178
 QT0178                         *CURRENT SURVEY CONTROL
 QT0178  ______________________________________________________________________
 QT0178* NAD 83(1986) POSITION- 45 01 22.     (N) 102 41 31.     (W)   SCALED
 QT0178* NAVD 88 ORTHO HEIGHT -   909.175 (meters)     2982.85  (feet) ADJUSTED
 QT0178  ______________________________________________________________________
 QT0178  GEOID HEIGHT    -        -17.802 (meters)                     GEOID18
 QT0178  DYNAMIC HEIGHT  -        908.971 (meters)     2982.18  (feet) COMP
 QT0178  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 QT0178
 QT0178  VERT ORDER      -  FIRST     CLASS II
 QT0178
 QT0178.The horizontal coordinates were scaled from a map and have
 QT0178.an estimated accuracy of +/- 6 seconds.
 QT0178
 QT0178.The orthometric height was determined by differential leveling and
 QT0178.adjusted by the NATIONAL GEODETIC SURVEY
 QT0178.in June 1991.
 QT0178
 QT0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0178.GEOID18 height accuracy estimate available here.
 QT0178
 QT0178.Click photographs - Photos may exist for this station.
 QT0178
 QT0178.The dynamic height is computed by dividing the NAVD 88
 QT0178.geopotential number by the normal gravity value computed on the
 QT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0178.degrees latitude (g = 980.6199 gals.).
 QT0178
 QT0178.The modeled gravity was interpolated from observed gravity values.
 QT0178
 QT0178;                    North         East    Units  Estimated Accuracy
 QT0178;SPC SD N     -   135,700.      387,890.      MT  (+/- 180 meters Scaled)
 QT0178
 QT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK818880(NAD 83)
 QT0178
 QT0178                          SUPERSEDED SURVEY CONTROL
 QT0178
 QT0178  NGVD 29 (??/??/92)  908.697  (m)         2981.28   (f) ADJ UNCH    1 2
 QT0178
 QT0178.Superseded values are not recommended for survey control.
 QT0178
 QT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0178.See file dsdata.pdf to determine how the superseded data were derived.
 QT0178
 QT0178_MARKER: DB = BENCH MARK DISK
 QT0178_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0178_STAMPING: M 122 1934
 QT0178_MARK LOGO: CGS
 QT0178_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QT0178+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0178
 QT0178  HISTORY     - Date     Condition        Report By
 QT0178  HISTORY     - 1934     MONUMENTED       CGS
 QT0178  HISTORY     - 1962     GOOD             CGS
 QT0178  HISTORY     - 1966     GOOD             CGS
 QT0178  HISTORY     - 19960425 GOOD             NGS
 QT0178
 QT0178                          STATION DESCRIPTION
 QT0178
 QT0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0178'4.9 MI W FROM MAURINE.
 QT0178'4.9 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0178'AT THE T JUNCTION OF A DRIVEWAY NORTH TO BUILDING AT CEDAR CANYON,
 QT0178'39 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 QT0178'WEST OF THE CENTER LINE OF THE DRIVEWAY, 83 FEET WEST-SOUTHWEST
 QT0178'OF A POWER POLE WITH TWO GUY WIRES, 4 1/2 FEET SOUTHEAST OF A
 QT0178'SMALL FORKED TREE, 2 FEET NORTHEAST OF THE EAST END OF A FENCE,
 QT0178'3.3 FEET NORTH OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE
 QT0178'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 QT0178'FOOT ABOVE THE GROUND.
 QT0178
 QT0178                          STATION RECOVERY (1966)
 QT0178
 QT0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0178'RECOVERED IN GOOD CONDITION.
 QT0178
 QT0178                          STATION RECOVERY (1996)
 QT0178
 QT0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0178'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0178'IN MUD BUTTE, 540.0 M (1771.6 FT) EAST OF MILEPOST 82, 26.1 M (85.6
 QT0178'FT) NORTH OF THE HIGHWAY CENTERLINE, 19.9 M (65.3 FT) WEST OF THE
 QT0178'CENTER OF A DRIVEWAY, 3.0 M (9.8 FT) NORTH OF A WITNESS POST AND
 QT0178'FENCE, 1.0 M (3.3 FT) NORTH OF A WITNESS POST, 1.0 M (3.3 FT) BELOW
 QT0178'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 QT0178'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0524 ***********************************************************************
 QS0524  DESIGNATION -  M 123
 QS0524  PID         -  QS0524
 QS0524  STATE/COUNTY-  SD/ZIEBACH
 QS0524  COUNTRY     -  US
 QS0524  USGS QUAD   -  RED ELM SW (2017)
 QS0524
 QS0524                         *CURRENT SURVEY CONTROL
 QS0524  ______________________________________________________________________
 QS0524* NAD 83(1986) POSITION- 45 01 55.     (N) 101 53 50.     (W)   SCALED
 QS0524* NAVD 88 ORTHO HEIGHT -   789.344 (meters)     2589.71  (feet) ADJUSTED
 QS0524  ______________________________________________________________________
 QS0524  GEOID HEIGHT    -        -19.778 (meters)                     GEOID18
 QS0524  DYNAMIC HEIGHT  -        789.195 (meters)     2589.22  (feet) COMP
 QS0524  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 QS0524
 QS0524  VERT ORDER      -  SECOND    CLASS 0
 QS0524
 QS0524.The horizontal coordinates were scaled from a map and have
 QS0524.an estimated accuracy of +/- 6 seconds.
 QS0524
 QS0524.The orthometric height was determined by differential leveling and
 QS0524.adjusted by the NATIONAL GEODETIC SURVEY
 QS0524.in June 1991.
 QS0524
 QS0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0524.GEOID18 height accuracy estimate available here.
 QS0524
 QS0524.Click photographs - Photos may exist for this station.
 QS0524
 QS0524.The dynamic height is computed by dividing the NAVD 88
 QS0524.geopotential number by the normal gravity value computed on the
 QS0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0524.degrees latitude (g = 980.6199 gals.).
 QS0524
 QS0524.The modeled gravity was interpolated from observed gravity values.
 QS0524
 QS0524;                    North         East    Units  Estimated Accuracy
 QS0524;SPC SD N     -   134,940.      450,520.      MT  (+/- 180 meters Scaled)
 QS0524
 QS0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ717905(NAD 83)
 QS0524
 QS0524                          SUPERSEDED SURVEY CONTROL
 QS0524
 QS0524  NGVD 29 (??/??/92)  788.892  (m)         2588.22   (f) ADJ UNCH    2 0
 QS0524
 QS0524.Superseded values are not recommended for survey control.
 QS0524
 QS0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0524.See file dsdata.pdf to determine how the superseded data were derived.
 QS0524
 QS0524_MARKER: DB = BENCH MARK DISK
 QS0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0524_STAMPING: M 123 1934
 QS0524_MARK LOGO: CGS
 QS0524_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0524+STABILITY: SURFACE MOTION
 QS0524
 QS0524  HISTORY     - Date     Condition        Report By
 QS0524  HISTORY     - 1934     MONUMENTED       CGS
 QS0524  HISTORY     - 1953     GOOD             LOCSUR
 QS0524
 QS0524                          STATION DESCRIPTION
 QS0524
 QS0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0524'8.1 MI E FROM FAITH.
 QS0524'IN ZIEBACH COUNTY, 8.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 QS0524'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT FAITH, MEADE
 QS0524'COUNTY, 0.3 MILE NORTHEAST OF THE STATION AT ARROWHEAD, ZIEBACH
 QS0524'COUNTY, 150 YARDS SOUTHWEST OF MILEPOST 98, AT A DIRT-ROAD
 QS0524'CROSSING, 50 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD,
 QS0524'42 FEET NORTH OF THE NORTH RAIL, 130 FEET SOUTH OF THE CENTER
 QS0524'LINE OF U.S. HIGHWAY 212, AND 1 FOOT WEST OF A WHITE WOODEN
 QS0524'WITNESS POST.  A STANDARD DISK, STAMPED M 123 1934 AND SET IN
 QS0524'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0524'NOTE-- 1950 REPORT - THIS MARK IS ABOUT 7 MILES EAST OF FAITH.
 QS0524'IT WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION
 QS0524'ARROWHEAD.
 QS0524
 QS0524                          STATION RECOVERY (1953)
 QS0524
 QS0524'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QS0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0271 ***********************************************************************
 QT0271  DESIGNATION -  M 124
 QT0271  PID         -  QT0271
 QT0271  STATE/COUNTY-  SD/BUTTE
 QT0271  COUNTRY     -  US
 QT0271  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0271
 QT0271                         *CURRENT SURVEY CONTROL
 QT0271  ______________________________________________________________________
 QT0271* NAD 83(1986) POSITION- 45 08 20.     (N) 103 24 21.     (W)   SCALED
 QT0271* NAVD 88 ORTHO HEIGHT -   889.949 (meters)     2919.77  (feet) ADJUSTED
 QT0271  ______________________________________________________________________
 QT0271  GEOID HEIGHT    -        -16.474 (meters)                     GEOID18
 QT0271  DYNAMIC HEIGHT  -        889.761 (meters)     2919.16  (feet) COMP
 QT0271  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 QT0271
 QT0271  VERT ORDER      -  SECOND    CLASS 0
 QT0271
 QT0271.The horizontal coordinates were scaled from a map and have
 QT0271.an estimated accuracy of +/- 6 seconds.
 QT0271
 QT0271.The orthometric height was determined by differential leveling and
 QT0271.adjusted by the NATIONAL GEODETIC SURVEY
 QT0271.in June 1991.
 QT0271
 QT0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0271.GEOID18 height accuracy estimate available here.
 QT0271
 QT0271.Click photographs - Photos may exist for this station.
 QT0271
 QT0271.The dynamic height is computed by dividing the NAVD 88
 QT0271.geopotential number by the normal gravity value computed on the
 QT0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0271.degrees latitude (g = 980.6199 gals.).
 QT0271
 QT0271.The modeled gravity was interpolated from observed gravity values.
 QT0271
 QT0271;                    North         East    Units  Estimated Accuracy
 QT0271;SPC SD N     -   150,710.      332,210.      MT  (+/- 180 meters Scaled)
 QT0271
 QT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK253996(NAD 83)
 QT0271
 QT0271                          SUPERSEDED SURVEY CONTROL
 QT0271
 QT0271  NGVD 29 (??/??/92)  889.471  (m)         2918.21   (f) ADJ UNCH    2 0
 QT0271
 QT0271.Superseded values are not recommended for survey control.
 QT0271
 QT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0271.See file dsdata.pdf to determine how the superseded data were derived.
 QT0271
 QT0271_MARKER: DB = BENCH MARK DISK
 QT0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0271_STAMPING: M 124 1934
 QT0271_MARK LOGO: CGS
 QT0271_PROJECTION: PROJECTING 8 CENTIMETERS
 QT0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0271+STABILITY: SURFACE MOTION
 QT0271
 QT0271  HISTORY     - Date     Condition        Report By
 QT0271  HISTORY     - 1934     MONUMENTED       CGS
 QT0271  HISTORY     - 1973     GOOD             USGS
 QT0271
 QT0271                          STATION DESCRIPTION
 QT0271
 QT0271'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0271'12.4 MI N FROM CASTLE ROCK.
 QT0271'MOREAU SCHOOL, BUTTE CO., THENCE 1.6 MI. N., ON S. SLOPE OF A
 QT0271'HILL AND AT THE NE END OF A CURVE AND 50 FOOT S. OF A SMALL
 QT0271'DRAIN.  53 FEET E. AND 2.8 FT. HIGHER THAN CENTER LINE OF ROAD.
 QT0271'A STANDARD DISK STAMPED M 124 1934 AND SET IN THE TOP OF A
 QT0271'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0062 ***********************************************************************
 QT0062  DESIGNATION -  M 125
 QT0062  PID         -  QT0062
 QT0062  STATE/COUNTY-  SD/PERKINS
 QT0062  COUNTRY     -  US
 QT0062  USGS QUAD   -  FAITH SW (2017)
 QT0062
 QT0062                         *CURRENT SURVEY CONTROL
 QT0062  ______________________________________________________________________
 QT0062* NAD 83(1986) POSITION- 45 04 36.     (N) 102 08 29.     (W)   SCALED
 QT0062* NAVD 88 ORTHO HEIGHT -   750.532 (meters)     2462.37  (feet) ADJUSTED
 QT0062  ______________________________________________________________________
 QT0062  GEOID HEIGHT    -        -19.143 (meters)                     GEOID18
 QT0062  DYNAMIC HEIGHT  -        750.390 (meters)     2461.90  (feet) COMP
 QT0062  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 QT0062
 QT0062  VERT ORDER      -  SECOND    CLASS 0
 QT0062
 QT0062.The horizontal coordinates were scaled from a map and have
 QT0062.an estimated accuracy of +/- 6 seconds.
 QT0062
 QT0062.The orthometric height was determined by differential leveling and
 QT0062.adjusted by the NATIONAL GEODETIC SURVEY
 QT0062.in June 1991.
 QT0062
 QT0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0062.GEOID18 height accuracy estimate available here.
 QT0062
 QT0062.Click photographs - Photos may exist for this station.
 QT0062
 QT0062.The dynamic height is computed by dividing the NAVD 88
 QT0062.geopotential number by the normal gravity value computed on the
 QT0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0062.degrees latitude (g = 980.6199 gals.).
 QT0062
 QT0062.The modeled gravity was interpolated from observed gravity values.
 QT0062
 QT0062;                    North         East    Units  Estimated Accuracy
 QT0062;SPC SD N     -   140,390.      431,410.      MT  (+/- 180 meters Scaled)
 QT0062
 QT0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK250954(NAD 83)
 QT0062
 QT0062                          SUPERSEDED SURVEY CONTROL
 QT0062
 QT0062  NGVD 29 (??/??/92)  750.085  (m)         2460.90   (f) ADJ UNCH    2 0
 QT0062
 QT0062.Superseded values are not recommended for survey control.
 QT0062
 QT0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0062.See file dsdata.pdf to determine how the superseded data were derived.
 QT0062
 QT0062_MARKER: DB = BENCH MARK DISK
 QT0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0062_STAMPING: M 125 1934
 QT0062_MARK LOGO: CGS
 QT0062_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0062+STABILITY: SURFACE MOTION
 QT0062
 QT0062  HISTORY     - Date     Condition        Report By
 QT0062  HISTORY     - 1934     MONUMENTED       CGS
 QT0062  HISTORY     - 1963     GOOD             CGS
 QT0062
 QT0062                          STATION DESCRIPTION
 QT0062
 QT0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0062'8.5 MI NW FROM FAITH.
 QT0062'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0062'FAITH, THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 3.15
 QT0062'MILES NORTH ALONG STATE HIGHWAY 73, THENCE 1.45 MILES NORTHWEST
 QT0062'ALONG A GRAVELED ROAD, 0.45 MILE NORTH OF A JUNCTION WITH A
 QT0062'GRADED DIRT ROAD LEADING WEST, 0.4 MILE SOUTH OF A SMALL BRIDGE,
 QT0062'0.1 MILE NORTH OF THE CREST OF A SMALL HILL, 43 FEET EAST OF THE
 QT0062'CENTER LINE OF THE ROAD, 12 1/2 FEET EAST OF A FENCE 12.5 FEET
 QT0062'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 QT0062'IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0848 ***********************************************************************
 PT0848  DESIGNATION -  M 126
 PT0848  PID         -  PT0848
 PT0848  STATE/COUNTY-  SD/ZIEBACH
 PT0848  COUNTRY     -  US
 PT0848  USGS QUAD   -  BRIDGER (2017)
 PT0848
 PT0848                         *CURRENT SURVEY CONTROL
 PT0848  ______________________________________________________________________
 PT0848* NAD 83(1986) POSITION- 44 31 23.30   (N) 101 59 46.91   (W)   HD_HELD1
 PT0848* NAVD 88 ORTHO HEIGHT -   580.675 (meters)     1905.10  (feet) ADJUSTED
 PT0848  ______________________________________________________________________
 PT0848  GEOID HEIGHT    -        -20.043 (meters)                     GEOID18
 PT0848  DYNAMIC HEIGHT  -        580.549 (meters)     1904.68  (feet) COMP
 PT0848  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 PT0848
 PT0848  VERT ORDER      -  SECOND    CLASS 0
 PT0848
 PT0848.The horizontal coordinates were determined by differentially corrected
 PT0848.hand held GPS observations or other comparable positioning techniques
 PT0848.and have an estimated accuracy of +/- 3 meters.
 PT0848
 PT0848.The orthometric height was determined by differential leveling and
 PT0848.adjusted by the NATIONAL GEODETIC SURVEY
 PT0848.in June 1991.
 PT0848
 PT0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0848.GEOID18 height accuracy estimate available here.
 PT0848
 PT0848.Click photographs - Photos may exist for this station.
 PT0848
 PT0848.The dynamic height is computed by dividing the NAVD 88
 PT0848.geopotential number by the normal gravity value computed on the
 PT0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0848.degrees latitude (g = 980.6199 gals.).
 PT0848
 PT0848.The modeled gravity was interpolated from observed gravity values.
 PT0848
 PT0848;                    North         East    Units  Estimated Accuracy
 PT0848;SPC SD N     -    78,609.6     441,311.9     MT  (+/- 3 meters HH1 GPS) 
 PT0848
 PT0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6188834347(NAD 83)
 PT0848
 PT0848                          SUPERSEDED SURVEY CONTROL
 PT0848
 PT0848  NGVD 29 (??/??/92)  580.233  (m)         1903.65   (f) ADJ UNCH    2 0
 PT0848
 PT0848.Superseded values are not recommended for survey control.
 PT0848
 PT0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0848.See file dsdata.pdf to determine how the superseded data were derived.
 PT0848
 PT0848_MARKER: DB = BENCH MARK DISK
 PT0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0848_SP_SET: BRIDGE
 PT0848_STAMPING: M 126 1934
 PT0848_MARK LOGO: CGS
 PT0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0848
 PT0848  HISTORY     - Date     Condition        Report By
 PT0848  HISTORY     - 1934     MONUMENTED       CGS
 PT0848  HISTORY     - 1962     GOOD             CGS
 PT0848
 PT0848                          STATION DESCRIPTION
 PT0848
 PT0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0848'8.2 MI SE FROM HOWES.
 PT0848'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 PT0848'AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 34
 PT0848'AND 73, THENCE 7.6 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0848'WAS FORMERLY HIGHWAY 34 AND 73, AT THE NORTHWEST END OF THE
 PT0848'BRIDGE OVER THE CHEYENNE RIVER, 10 FEET SOUTHWEST OF THE
 PT0848'CENTERLINE OF THE ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PT0848'ROAD, AND SET IN THE TOP OF THE WEST CONCRETE HEADWALL OF THE
 PT0848'BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2436 ***********************************************************************
 PU2436  DESIGNATION -  M 127 RESET
 PU2436  PID         -  PU2436
 PU2436  STATE/COUNTY-  SD/MEADE
 PU2436  COUNTRY     -  US
 PU2436  USGS QUAD   -  WHITE OWL SE (2017)
 PU2436
 PU2436                         *CURRENT SURVEY CONTROL
 PU2436  ______________________________________________________________________
 PU2436* NAD 83(1986) POSITION- 44 36 16.     (N) 102 21 41.     (W)   SCALED
 PU2436* NAVD 88 ORTHO HEIGHT -   834.155 (meters)     2736.72  (feet) ADJUSTED
 PU2436  ______________________________________________________________________
 PU2436  GEOID HEIGHT    -        -18.938 (meters)                     GEOID18
 PU2436  DYNAMIC HEIGHT  -        833.943 (meters)     2736.03  (feet) COMP
 PU2436  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 PU2436
 PU2436  VERT ORDER      -  FIRST     CLASS II
 PU2436
 PU2436.The horizontal coordinates were scaled from a map and have
 PU2436.an estimated accuracy of +/- 6 seconds.
 PU2436
 PU2436.The orthometric height was determined by differential leveling and
 PU2436.adjusted by the NATIONAL GEODETIC SURVEY
 PU2436.in October 1997.
 PU2436
 PU2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2436.GEOID18 height accuracy estimate available here.
 PU2436
 PU2436.Click photographs - Photos may exist for this station.
 PU2436
 PU2436.The dynamic height is computed by dividing the NAVD 88
 PU2436.geopotential number by the normal gravity value computed on the
 PU2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2436.degrees latitude (g = 980.6199 gals.).
 PU2436
 PU2436.The modeled gravity was interpolated from observed gravity values.
 PU2436
 PU2436;                    North         East    Units  Estimated Accuracy
 PU2436;SPC SD N     -    88,420.      412,570.      MT  (+/- 180 meters Scaled)
 PU2436
 PU2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK093423(NAD 83)
 PU2436
 PU2436                          SUPERSEDED SURVEY CONTROL
 PU2436
 PU2436  NGVD 29 (04/17/07)  833.68   (m)         2735.2    (f) RESET       3  
 PU2436
 PU2436.Superseded values are not recommended for survey control.
 PU2436
 PU2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2436.See file dsdata.pdf to determine how the superseded data were derived.
 PU2436
 PU2436_MARKER: DV = VERTICAL CONTROL DISK
 PU2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2436_STAMPING: M 127 RESET 1990
 PU2436_MARK LOGO: NGS
 PU2436_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2436+STABILITY: SURFACE MOTION
 PU2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2436+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2436
 PU2436  HISTORY     - Date     Condition        Report By
 PU2436  HISTORY     - 1990     MONUMENTED       NGS
 PU2436  HISTORY     - 19950605 GOOD             NGS
 PU2436
 PU2436                          STATION DESCRIPTION
 PU2436
 PU2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2436'5.71 KM (3.55 MI) EAST FROM WHITE OWL, OR 25.58 KM (15.89 MI) WEST
 PU2436'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE ALONG STATE HIGHWAY 34,
 PU2436'THEN 37.80 M (124.02 FT) NORTH FROM THE CENTER OF 34, 14.78 M (48.49
 PU2436'FT) SOUTHWEST FROM A POWERPOLE AND 0.3 M (1.0 FT) SOUTH FROM A
 PU2436'WITNESS POST IN THE RIGHT-OF-WAY FENCE.
 PU2436
 PU2436                          STATION RECOVERY (1995)
 PU2436
 PU2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2436'25.2 KM (15.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU2436'OF STATE HIGHWAY 73 IN HOWES, 340.0 M (1115.5 FT) EAST OF MILEPOST 97,
 PU2436'37.6 M (123.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.7 M (48.2 FT)
 PU2436'SOUTHWEST OF A UTILITY POLE, 3.9 M (12.8 FT) EAST OF A FENCE CORNER,
 PU2436'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 PU2436'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU2436'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1054 ***********************************************************************
 PU1054  DESIGNATION -  M 128
 PU1054  PID         -  PU1054
 PU1054  STATE/COUNTY-  SD/MEADE
 PU1054  COUNTRY     -  US
 PU1054  USGS QUAD   -  VOLUNTEER SE (2017)
 PU1054
 PU1054                         *CURRENT SURVEY CONTROL
 PU1054  ______________________________________________________________________
 PU1054* NAD 83(1986) POSITION- 44 30 06.     (N) 103 03 34.     (W)   SCALED
 PU1054* NAVD 88 ORTHO HEIGHT -   843.674 (meters)     2767.95  (feet) ADJUSTED
 PU1054  ______________________________________________________________________
 PU1054  GEOID HEIGHT    -        -17.198 (meters)                     GEOID18
 PU1054  DYNAMIC HEIGHT  -        843.442 (meters)     2767.19  (feet) COMP
 PU1054  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PU1054
 PU1054  VERT ORDER      -  SECOND    CLASS 0
 PU1054
 PU1054.The horizontal coordinates were scaled from a map and have
 PU1054.an estimated accuracy of +/- 6 seconds.
 PU1054
 PU1054.The orthometric height was determined by differential leveling and
 PU1054.adjusted by the NATIONAL GEODETIC SURVEY
 PU1054.in June 1991.
 PU1054
 PU1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1054.GEOID18 height accuracy estimate available here.
 PU1054
 PU1054.Click photographs - Photos may exist for this station.
 PU1054
 PU1054.The dynamic height is computed by dividing the NAVD 88
 PU1054.geopotential number by the normal gravity value computed on the
 PU1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1054.degrees latitude (g = 980.6199 gals.).
 PU1054
 PU1054.The modeled gravity was interpolated from observed gravity values.
 PU1054
 PU1054;                    North         East    Units  Estimated Accuracy
 PU1054;SPC SD N     -    78,860.      356,750.      MT  (+/- 180 meters Scaled)
 PU1054
 PU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK542294(NAD 83)
 PU1054
 PU1054                          SUPERSEDED SURVEY CONTROL
 PU1054
 PU1054  NGVD 29 (??/??/92)  843.177  (m)         2766.32   (f) ADJ UNCH    2 0
 PU1054
 PU1054.Superseded values are not recommended for survey control.
 PU1054
 PU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1054.See file dsdata.pdf to determine how the superseded data were derived.
 PU1054
 PU1054_MARKER: DB = BENCH MARK DISK
 PU1054_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1054_STAMPING: M 128 1934
 PU1054_MARK LOGO: CGS
 PU1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1054
 PU1054  HISTORY     - Date     Condition        Report By
 PU1054  HISTORY     - 1934     MONUMENTED       CGS
 PU1054  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1054
 PU1054                          STATION DESCRIPTION
 PU1054
 PU1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1054'26.6 MI E FROM STURGIS.
 PU1054'IS LOCATED 26.6 MILES EAST OF ALONG STATE HIGHWAY 24.  THE
 PU1054'COURT-HOUSE AT STURGIS, 4.2 MILES EAST OF BELLE FOURCHE RIVER
 PU1054'BRIDGE, 0.6 MILE EAST OF BEND IN HIGHWAY, 31 FEET NORTH OF
 PU1054'CENTERLINE OF HIGHWAY, 1 FOOT SOUTH OF FENCE.  STANDARD TABLET
 PU1054'SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 PU1054
 PU1054                          STATION RECOVERY (1963)
 PU1054
 PU1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0709 ***********************************************************************
 PU0709  DESIGNATION -  M 129
 PU0709  PID         -  PU0709
 PU0709  STATE/COUNTY-  SD/MEADE
 PU0709  COUNTRY     -  US
 PU0709  USGS QUAD   -  ELM SPRINGS (2017)
 PU0709
 PU0709                         *CURRENT SURVEY CONTROL
 PU0709  ______________________________________________________________________
 PU0709* NAD 83(1986) POSITION- 44 20 00.     (N) 102 32 42.     (W)   SCALED
 PU0709* NAVD 88 ORTHO HEIGHT -   813.536 (meters)     2669.08  (feet) ADJUSTED
 PU0709  ______________________________________________________________________
 PU0709  GEOID HEIGHT    -        -18.571 (meters)                     GEOID18
 PU0709  DYNAMIC HEIGHT  -        813.305 (meters)     2668.32  (feet) COMP
 PU0709  MODELED GRAVITY -    980,307.6   (mgal)                       NAVD 88
 PU0709
 PU0709  VERT ORDER      -  SECOND    CLASS 0
 PU0709
 PU0709.The horizontal coordinates were scaled from a map and have
 PU0709.an estimated accuracy of +/- 6 seconds.
 PU0709
 PU0709.The orthometric height was determined by differential leveling and
 PU0709.adjusted by the NATIONAL GEODETIC SURVEY
 PU0709.in June 1991.
 PU0709
 PU0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0709.GEOID18 height accuracy estimate available here.
 PU0709
 PU0709.Click photographs - Photos may exist for this station.
 PU0709
 PU0709.The dynamic height is computed by dividing the NAVD 88
 PU0709.geopotential number by the normal gravity value computed on the
 PU0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0709.degrees latitude (g = 980.6199 gals.).
 PU0709
 PU0709.The modeled gravity was interpolated from observed gravity values.
 PU0709
 PU0709;                    North         East    Units  Estimated Accuracy
 PU0709;SPC SD N     -    58,750.      397,050.      MT  (+/- 180 meters Scaled)
 PU0709
 PU0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK957118(NAD 83)
 PU0709
 PU0709                          SUPERSEDED SURVEY CONTROL
 PU0709
 PU0709  NGVD 29 (??/??/92)  813.070  (m)         2667.55   (f) ADJ UNCH    2 0
 PU0709
 PU0709.Superseded values are not recommended for survey control.
 PU0709
 PU0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0709.See file dsdata.pdf to determine how the superseded data were derived.
 PU0709
 PU0709_MARKER: DB = BENCH MARK DISK
 PU0709_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0709_STAMPING: M 129 1934
 PU0709_MARK LOGO: CGS
 PU0709_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0709
 PU0709  HISTORY     - Date     Condition        Report By
 PU0709  HISTORY     - 1934     MONUMENTED       CGS
 PU0709
 PU0709                          STATION DESCRIPTION
 PU0709
 PU0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0709'18.3 MI S FROM ENNING.
 PU0709'18.3 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO WASTA FROM
 PU0709'THE POST OFFICE AT ENNING, MEADE COUNTY, 1.9 MILES NORTH OF THE
 PU0709'POST OFFICE AND STORE AT ELM SPRINGS, 2.9 MILES SOUTH OF THE
 PU0709'BRIDGE OVER BELLE FOURCHE RIVER, 38 FEET WEST OF THE CENTERLINE
 PU0709'OF THE ROAD, 6.2 FEET SOUTHWEST OF A FENCE CORNER, AND 1 FOOT
 PU0709'SOUTHEAST OF A FENCE LINE.  A STANDARD DISK, STAMPED M 129
 PU0709'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PU0709'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0113 ***********************************************************************
 PT0113  DESIGNATION -  M 13
 PT0113  PID         -  PT0113
 PT0113  STATE/COUNTY-  SD/STANLEY
 PT0113  COUNTRY     -  US
 PT0113  USGS QUAD   -  SOUTH OF PIERRE (2017)
 PT0113
 PT0113                         *CURRENT SURVEY CONTROL
 PT0113  ______________________________________________________________________
 PT0113* NAD 83(1986) POSITION- 44 11 41.     (N) 100 18 25.     (W)   SCALED
 PT0113* NAVD 88 ORTHO HEIGHT -   554.242 (meters)     1818.38  (feet) ADJUSTED
 PT0113  ______________________________________________________________________
 PT0113  GEOID HEIGHT    -        -23.983 (meters)                     GEOID18
 PT0113  DYNAMIC HEIGHT  -        554.098 (meters)     1817.90  (feet) COMP
 PT0113  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 PT0113
 PT0113  VERT ORDER      -  FIRST     CLASS II
 PT0113
 PT0113.The horizontal coordinates were scaled from a map and have
 PT0113.an estimated accuracy of +/- 6 seconds.
 PT0113
 PT0113.The orthometric height was determined by differential leveling and
 PT0113.adjusted by the NATIONAL GEODETIC SURVEY
 PT0113.in June 1991.
 PT0113
 PT0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0113.GEOID18 height accuracy estimate available here.
 PT0113
 PT0113.Click photographs - Photos may exist for this station.
 PT0113
 PT0113.The dynamic height is computed by dividing the NAVD 88
 PT0113.geopotential number by the normal gravity value computed on the
 PT0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0113.degrees latitude (g = 980.6199 gals.).
 PT0113
 PT0113.The modeled gravity was interpolated from observed gravity values.
 PT0113
 PT0113;                    North         East    Units  Estimated Accuracy
 PT0113;SPC SD S     -   206,790.      602,110.      MT  (+/- 180 meters Scaled)
 PT0113
 PT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP955943(NAD 83)
 PT0113
 PT0113                          SUPERSEDED SURVEY CONTROL
 PT0113
 PT0113  NGVD 29 (??/??/92)  553.842  (m)         1817.06   (f) ADJ UNCH    1 2
 PT0113
 PT0113.Superseded values are not recommended for survey control.
 PT0113
 PT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0113.See file dsdata.pdf to determine how the superseded data were derived.
 PT0113
 PT0113_MARKER: DB = BENCH MARK DISK
 PT0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0113_STAMPING: M 13 1926 1817.063
 PT0113_MARK LOGO: CGS
 PT0113_PROJECTION: FLUSH
 PT0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0113+STABILITY: SURFACE MOTION
 PT0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0113+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1986
 PT0113
 PT0113  HISTORY     - Date     Condition        Report By
 PT0113  HISTORY     - 1926     MONUMENTED       CGS
 PT0113  HISTORY     - 1934     GOOD             CGS
 PT0113  HISTORY     - 1972     MARK NOT FOUND   USGS
 PT0113  HISTORY     - 19860911 SEE DESCRIPTION  NGS
 PT0113
 PT0113                          STATION DESCRIPTION
 PT0113
 PT0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0113'13 MI S FROM FORT PIERRE.
 PT0113'13.0 MILES SOUTH ALONG THE OLD VIVIAN TO PIERRE HIGHWAY FROM
 PT0113'FORT PIERRE, STANLEY COUNTY, ABOUT 1 MILE EAST OF U.S. HIGHWAY
 PT0113'83, ON THE NORTHEAST SIDE OF A RIGHT-ANGLE CURVE IN THE HIGHWAY,
 PT0113'JUST NORTH OF THE LYMAN-STANLEY COUNTY LINE, IN LINE WITH THE
 PT0113'WEST FENCE ALONG THE HIGHWAY, AND 1.5 FEET SOUTH OF THE
 PT0113'EAST-AND-WEST FENCE LINE.  A STANDARD DISK, STAMPED 1817.063
 PT0113'M 13 1926 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 PT0113'WITH THE GROUND.
 PT0113
 PT0113                          STATION RECOVERY (1972)
 PT0113
 PT0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PT0113'MARK NOT FOUND.
 PT0113
 PT0113                          STATION RECOVERY (1986)
 PT0113
 PT0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0113'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0054 ***********************************************************************
 OT0054  DESIGNATION -  M 130
 OT0054  PID         -  OT0054
 OT0054  STATE/COUNTY-  SD/PENNINGTON
 OT0054  COUNTRY     -  US
 OT0054  USGS QUAD   -  WALL (2017)
 OT0054
 OT0054                         *CURRENT SURVEY CONTROL
 OT0054  ______________________________________________________________________
 OT0054* NAD 83(1986) POSITION- 43 52 43.31   (N) 102 14 20.01   (W)   HD_HELD1
 OT0054* NAVD 88 ORTHO HEIGHT -   943.392 (meters)     3095.11  (feet) ADJUSTED
 OT0054  ______________________________________________________________________
 OT0054  GEOID HEIGHT    -        -19.021 (meters)                     GEOID18
 OT0054  DYNAMIC HEIGHT  -        943.077 (meters)     3094.08  (feet) COMP
 OT0054  MODELED GRAVITY -    980,252.7   (mgal)                       NAVD 88
 OT0054
 OT0054  VERT ORDER      -  SECOND    CLASS 0
 OT0054
 OT0054.The horizontal coordinates were determined by differentially corrected
 OT0054.hand held GPS observations or other comparable positioning techniques
 OT0054.and have an estimated accuracy of +/- 3 meters.
 OT0054
 OT0054.The orthometric height was determined by differential leveling and
 OT0054.adjusted by the NATIONAL GEODETIC SURVEY
 OT0054.in June 1991.
 OT0054
 OT0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0054.GEOID18 height accuracy estimate available here.
 OT0054
 OT0054.Click photographs - Photos may exist for this station.
 OT0054
 OT0054.The dynamic height is computed by dividing the NAVD 88
 OT0054.geopotential number by the normal gravity value computed on the
 OT0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0054.degrees latitude (g = 980.6199 gals.).
 OT0054
 OT0054.The modeled gravity was interpolated from observed gravity values.
 OT0054
 OT0054;                    North         East    Units  Estimated Accuracy
 OT0054;SPC SD S     -   173,434.5     446,877.5     MT  (+/- 3 meters HH1 GPS) 
 OT0054
 OT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2182362106(NAD 83)
 OT0054
 OT0054                          SUPERSEDED SURVEY CONTROL
 OT0054
 OT0054  NGVD 29 (??/??/92)  942.919  (m)         3093.56   (f) ADJ UNCH    2 0
 OT0054
 OT0054.Superseded values are not recommended for survey control.
 OT0054
 OT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0054.See file dsdata.pdf to determine how the superseded data were derived.
 OT0054
 OT0054_MARKER: DB = BENCH MARK DISK
 OT0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0054_STAMPING: M 130 1934
 OT0054_MARK LOGO: CGS
 OT0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0054+STABILITY: SURFACE MOTION
 OT0054
 OT0054  HISTORY     - Date     Condition        Report By
 OT0054  HISTORY     - 1934     MONUMENTED       CGS
 OT0054  HISTORY     - 1962     GOOD             CGS
 OT0054  HISTORY     - 1973     GOOD             NPS
 OT0054  HISTORY     - 20160605 GOOD             GEOCAC
 OT0054
 OT0054                          STATION DESCRIPTION
 OT0054
 OT0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0054'8.2 MI S FROM WALL.
 OT0054'ABOUT 0.2 MILE SOUTH ALONG MAIN STRET FROM THE POST OFFICE
 OT0054'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0054'THENCE 7.85 MILES SOUTH ALONG U.S. HIGHWAY 16A, IN SECTION
 OT0054'18, T 2 S, R 16 E, 0.6 MILE SOUTH OF THE NORTH BOUNDARY OF
 OT0054'THE BADLANDS NATIONAL PARK, 0.2 MILE NORTH OF THE PINNACLES
 OT0054'RANGER STATION, 216 FEET EAST OF A POWER POLE, 46 FEET WEST
 OT0054'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY,
 OT0054'1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 OT0054'A CONCRETE POST PROJECTING 1-INCH.  NOTE-- DELETER REFERENCE
 OT0054'TO PINNACLES RANGER STATION, POWER POLE AND METAL WITNESS POST,
 OT0054'SET A NEW WITNESS POST 1 FOOT SOUTH OF BM, MARK IS NOW 0.1
 OT0054'MILE SOUTH OF PINNACLES RANGER STATION.
 OT0054
 OT0054                          STATION RECOVERY (1973)
 OT0054
 OT0054'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 OT0054'RECOVERED IN GOOD CONDITION.
 OT0054
 OT0054                          STATION RECOVERY (2016)
 OT0054
 OT0054'RECOVERY NOTE BY GEOCACHING 2016
 OT0054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0619 ***********************************************************************
 PU0619  DESIGNATION -  M 131
 PU0619  PID         -  PU0619
 PU0619  STATE/COUNTY-  SD/PENNINGTON
 PU0619  COUNTRY     -  US
 PU0619  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0619
 PU0619                         *CURRENT SURVEY CONTROL
 PU0619  ______________________________________________________________________
 PU0619* NAD 83(1986) POSITION- 44 04 48.     (N) 102 45 30.     (W)   SCALED
 PU0619* NAVD 88 ORTHO HEIGHT -   846.433 (meters)     2777.01  (feet) ADJUSTED
 PU0619  ______________________________________________________________________
 PU0619  GEOID HEIGHT    -        -17.708 (meters)                     GEOID18
 PU0619  DYNAMIC HEIGHT  -        846.170 (meters)     2776.14  (feet) COMP
 PU0619  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 PU0619
 PU0619  VERT ORDER      -  SECOND    CLASS 0
 PU0619
 PU0619.The horizontal coordinates were scaled from a map and have
 PU0619.an estimated accuracy of +/- 6 seconds.
 PU0619
 PU0619.The orthometric height was determined by differential leveling and
 PU0619.adjusted by the NATIONAL GEODETIC SURVEY
 PU0619.in June 1991.
 PU0619
 PU0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0619.GEOID18 height accuracy estimate available here.
 PU0619
 PU0619.Click photographs - Photos may exist for this station.
 PU0619
 PU0619.The dynamic height is computed by dividing the NAVD 88
 PU0619.geopotential number by the normal gravity value computed on the
 PU0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0619.degrees latitude (g = 980.6199 gals.).
 PU0619
 PU0619.The modeled gravity was interpolated from observed gravity values.
 PU0619
 PU0619;                    North         East    Units  Estimated Accuracy
 PU0619;SPC SD S     -   196,880.      405,800.      MT  (+/- 180 meters Scaled)
 PU0619
 PU0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ794832(NAD 83)
 PU0619
 PU0619                          SUPERSEDED SURVEY CONTROL
 PU0619
 PU0619  NGVD 29 (??/??/92)  845.966  (m)         2775.47   (f) ADJ UNCH    2 0
 PU0619
 PU0619.Superseded values are not recommended for survey control.
 PU0619
 PU0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0619.See file dsdata.pdf to determine how the superseded data were derived.
 PU0619
 PU0619_MARKER: DB = BENCH MARK DISK
 PU0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0619_STAMPING: M 131 1934
 PU0619_MARK LOGO: CGS
 PU0619_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0619+STABILITY: SURFACE MOTION
 PU0619
 PU0619  HISTORY     - Date     Condition        Report By
 PU0619  HISTORY     - 1934     MONUMENTED       CGS
 PU0619  HISTORY     - 20220323 MARK NOT FOUND   SDDT
 PU0619
 PU0619                          STATION DESCRIPTION
 PU0619
 PU0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0619'3.9 MI E FROM NEW UNDERWOOD.
 PU0619'3.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0619'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 218 YARDS WEST
 PU0619'OF MILEPOST 625, 189 YARDS WEST OF TRESTLE 1905, AT A SECTION-ROAD
 PU0619'CROSSING, 64 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 44
 PU0619'FEET SOUTH OF THE SOUTH RAIL, 4.6 FEET EAST OF THE RIGHT-OF-WAY
 PU0619'FENCE, 3.8 FEET NORH OF ANOTHER RIGHT-OF-WAY FENCE AND SET IN
 PU0619'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PU0619
 PU0619                          STATION RECOVERY (2022)
 PU0619
 PU0619'RECOVERY NOTE BY SD DEPT OF TRANSP 2022 (JC)
 PU0619'MARK NOT RECOVERED.  I FIND EVIDENCE OF RECENT GRADING AND
 PU0619'RIGHT-OF-WAY FENCE REMOVAL.  POST HOLES FOR REMOVED FENCE STILL
 PU0619'EVIDENT.  I PROBED FOR THE MARK BUT I CANNOT FIND IT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0190 ***********************************************************************
 OT0190  DESIGNATION -  M 132
 OT0190  PID         -  OT0190
 OT0190  STATE/COUNTY-  SD/SHANNON
 OT0190  COUNTRY     -  US
 OT0190  USGS QUAD   -  IMLAY SW (2017)
 OT0190
 OT0190                         *CURRENT SURVEY CONTROL
 OT0190  ______________________________________________________________________
 OT0190* NAD 83(1986) POSITION- 43 31 40.     (N) 102 29 10.     (W)   SCALED
 OT0190* NAVD 88 ORTHO HEIGHT -   811.055 (meters)     2660.94  (feet) ADJUSTED
 OT0190  ______________________________________________________________________
 OT0190  GEOID HEIGHT    -        -18.427 (meters)                     GEOID18
 OT0190  DYNAMIC HEIGHT  -        810.767 (meters)     2659.99  (feet) COMP
 OT0190  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 OT0190
 OT0190  VERT ORDER      -  SECOND    CLASS 0
 OT0190
 OT0190.The horizontal coordinates were scaled from a map and have
 OT0190.an estimated accuracy of +/- 6 seconds.
 OT0190
 OT0190.The orthometric height was determined by differential leveling and
 OT0190.adjusted by the NATIONAL GEODETIC SURVEY
 OT0190.in June 1991.
 OT0190
 OT0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0190.GEOID18 height accuracy estimate available here.
 OT0190
 OT0190.Click photographs - Photos may exist for this station.
 OT0190
 OT0190.The dynamic height is computed by dividing the NAVD 88
 OT0190.geopotential number by the normal gravity value computed on the
 OT0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0190.degrees latitude (g = 980.6199 gals.).
 OT0190
 OT0190.The modeled gravity was interpolated from observed gravity values.
 OT0190
 OT0190;                    North         East    Units  Estimated Accuracy
 OT0190;SPC SD S     -   134,950.      426,010.      MT  (+/- 180 meters Scaled)
 OT0190
 OT0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ031224(NAD 83)
 OT0190
 OT0190                          SUPERSEDED SURVEY CONTROL
 OT0190
 OT0190  NGVD 29 (??/??/92)  810.620  (m)         2659.51   (f) ADJ UNCH    2 0
 OT0190
 OT0190.Superseded values are not recommended for survey control.
 OT0190
 OT0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0190.See file dsdata.pdf to determine how the superseded data were derived.
 OT0190
 OT0190_MARKER: DB = BENCH MARK DISK
 OT0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0190_STAMPING: M 132 1934
 OT0190_MARK LOGO: CGS
 OT0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0190+STABILITY: SURFACE MOTION
 OT0190
 OT0190  HISTORY     - Date     Condition        Report By
 OT0190  HISTORY     - 1934     MONUMENTED       CGS
 OT0190  HISTORY     - 1948     GOOD             CGS
 OT0190
 OT0190                          STATION DESCRIPTION
 OT0190
 OT0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OT0190'18.9 MI S FROM SCENIC.
 OT0190'IN WASHINGTON COUNTY, 18.9 MILES SOUTH ALONG THE ROAD LEADING
 OT0190'TO MANDERSON AND BRENNAN FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0190'AND PACIFIC RAILROAD STATION AT SCENIC, PENNINGTON COUNTY, 130
 OT0190'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO A FARMHOUSE,
 OT0190'32 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 4.9 FEET
 OT0190'NORTHWEST OF THE CORNER POST IN THE SOUTHWEST CORNER OF A
 OT0190'SCHOOL-YARD.  A STANDARD DISK, STAMPED M 132 1934 AND SET IN
 OT0190'THE TOP OF A CONCRETE POST.  NOTE-- COUNTRY SCHOOL HOUSE HAS
 OT0190'BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0207 ***********************************************************************
 OT0207  DESIGNATION -  M 133
 OT0207  PID         -  OT0207
 OT0207  STATE/COUNTY-  SD/SHANNON
 OT0207  COUNTRY     -  US
 OT0207  USGS QUAD   -  WAKPAMANI (2017)
 OT0207
 OT0207                         *CURRENT SURVEY CONTROL
 OT0207  ______________________________________________________________________
 OT0207* NAD 83(1986) POSITION- 43 04 40.     (N) 102 13 08.     (W)   SCALED
 OT0207* NAVD 88 ORTHO HEIGHT -  1074.868 (meters)     3526.46  (feet) ADJUSTED
 OT0207  ______________________________________________________________________
 OT0207  GEOID HEIGHT    -        -18.621 (meters)                     GEOID18
 OT0207  DYNAMIC HEIGHT  -       1074.384 (meters)     3524.87  (feet) COMP
 OT0207  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 OT0207
 OT0207  VERT ORDER      -  SECOND    CLASS 0
 OT0207
 OT0207.The horizontal coordinates were scaled from a map and have
 OT0207.an estimated accuracy of +/- 6 seconds.
 OT0207
 OT0207.The orthometric height was determined by differential leveling and
 OT0207.adjusted by the NATIONAL GEODETIC SURVEY
 OT0207.in June 1991.
 OT0207
 OT0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0207.GEOID18 height accuracy estimate available here.
 OT0207
 OT0207.Click photographs - Photos may exist for this station.
 OT0207
 OT0207.The dynamic height is computed by dividing the NAVD 88
 OT0207.geopotential number by the normal gravity value computed on the
 OT0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0207.degrees latitude (g = 980.6199 gals.).
 OT0207
 OT0207.The modeled gravity was interpolated from observed gravity values.
 OT0207
 OT0207;                    North         East    Units  Estimated Accuracy
 OT0207;SPC SD S     -    84,440.      446,470.      MT  (+/- 180 meters Scaled)
 OT0207
 OT0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH264732(NAD 83)
 OT0207
 OT0207                          SUPERSEDED SURVEY CONTROL
 OT0207
 OT0207  NGVD 29 (??/??/92) 1074.368  (m)         3524.82   (f) ADJ UNCH    2 0
 OT0207
 OT0207.Superseded values are not recommended for survey control.
 OT0207
 OT0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0207.See file dsdata.pdf to determine how the superseded data were derived.
 OT0207
 OT0207_MARKER: DB = BENCH MARK DISK
 OT0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0207_STAMPING: M 133 1934
 OT0207_MARK LOGO: CGS
 OT0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0207+STABILITY: SURFACE MOTION
 OT0207
 OT0207  HISTORY     - Date     Condition        Report By
 OT0207  HISTORY     - 1934     MONUMENTED       CGS
 OT0207  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0207
 OT0207                          STATION DESCRIPTION
 OT0207
 OT0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0207'AT GORDON.
 OT0207'IN SHANNON COUNTY, SOUTH DAKOTA, 20.4 MILES NORTH ALONG NEBRASKA
 OT0207'STATE HIGHWAY 27 AND SOUTH DAKOTA STATE HIGHWAY 75 FROM THE
 OT0207'CHICAGO AND NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN
 OT0207'COUNTY, NEBRASKA, 3.5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 OT0207'18, AT THE INTERSECTION OF A SECTION-LINE ROAD, 34 FEET NORTH
 OT0207'OF THE CENTERLINE OF THE CROSS ROAD, 36 FEET EAST OF THE
 OT0207'CENTERLINE OF STATE HIGHWAY 75, 4.6 FEET NORTH OF A FENCE
 OT0207'CORNER, AND 4 FEET NORTHEAST OF A POLE.  A STANDARD DISK,
 OT0207'STAMPED M 133 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0207'PROJECTING 2 INCHES ABOVE GROUND.
 OT0207
 OT0207                          STATION RECOVERY (1966)
 OT0207
 OT0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0419 ***********************************************************************
 OT0419  DESIGNATION -  M 134
 OT0419  PID         -  OT0419
 OT0419  STATE/COUNTY-  SD/FALL RIVER
 OT0419  COUNTRY     -  US
 OT0419  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0419
 OT0419                         *CURRENT SURVEY CONTROL
 OT0419  ______________________________________________________________________
 OT0419* NAD 83(1986) POSITION- 43 00 09.     (N) 103 15 11.     (W)   SCALED
 OT0419* NAVD 88 ORTHO HEIGHT -  1111.249 (meters)     3645.82  (feet) ADJUSTED
 OT0419  ______________________________________________________________________
 OT0419  GEOID HEIGHT    -        -17.125 (meters)                     GEOID18
 OT0419  DYNAMIC HEIGHT  -       1110.726 (meters)     3644.11  (feet) COMP
 OT0419  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 OT0419
 OT0419  VERT ORDER      -  SECOND    CLASS 0
 OT0419
 OT0419.The horizontal coordinates were scaled from a map and have
 OT0419.an estimated accuracy of +/- 6 seconds.
 OT0419
 OT0419.The orthometric height was determined by differential leveling and
 OT0419.adjusted by the NATIONAL GEODETIC SURVEY
 OT0419.in June 1991.
 OT0419
 OT0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0419.GEOID18 height accuracy estimate available here.
 OT0419
 OT0419.Click photographs - Photos may exist for this station.
 OT0419
 OT0419.The dynamic height is computed by dividing the NAVD 88
 OT0419.geopotential number by the normal gravity value computed on the
 OT0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0419.degrees latitude (g = 980.6199 gals.).
 OT0419
 OT0419.The modeled gravity was interpolated from observed gravity values.
 OT0419
 OT0419;                    North         East    Units  Estimated Accuracy
 OT0419;SPC SD S     -    78,520.      361,990.      MT  (+/- 180 meters Scaled)
 OT0419
 OT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH423625(NAD 83)
 OT0419
 OT0419                          SUPERSEDED SURVEY CONTROL
 OT0419
 OT0419  NGVD 29 (??/??/92) 1110.674  (m)         3643.94   (f) ADJ UNCH    2 0
 OT0419
 OT0419.Superseded values are not recommended for survey control.
 OT0419
 OT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0419.See file dsdata.pdf to determine how the superseded data were derived.
 OT0419
 OT0419_MARKER: DB = BENCH MARK DISK
 OT0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0419_STAMPING: M 134 1934
 OT0419_MARK LOGO: CGS
 OT0419_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0419+STABILITY: SURFACE MOTION
 OT0419
 OT0419  HISTORY     - Date     Condition        Report By
 OT0419  HISTORY     - 1934     MONUMENTED       CGS
 OT0419
 OT0419                          STATION DESCRIPTION
 OT0419
 OT0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0419'1.5 MI NW FROM WAYSIDE.
 OT0419'IN FALL RIVER COUNTY, SOUTH DAKOTA, 1.5 MILES NORTHWEST ALONG
 OT0419'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT WAYSIDE,
 OT0419'DAWES COUNTY, NEBRASKA, 910 YARDS NORTHWEST OF MILEPOST H 13,
 OT0419'561 YARDS NORTHWEST OF THE SOUTH DAKOTA-NEBRASKA STATE LINE,
 OT0419'150 YARDS SOUTHWEST OF A FIELD-ROAD CROSSING, 459.5 FEET NORTH
 OT0419'OF THE CENTERLINE OF THE WEST END OF 30-INCH CAST-IRON PIPE
 OT0419'CULVERT H 19, AND 32.8 FEET WEST OF THE WEST RAIL.  A STANDARD
 OT0419'DISK, STAMPED M 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0419'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0223 ***********************************************************************
 OT0223  DESIGNATION -  M 135
 OT0223  PID         -  OT0223
 OT0223  STATE/COUNTY-  SD/SHANNON
 OT0223  COUNTRY     -  US
 OT0223  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0223
 OT0223                         *CURRENT SURVEY CONTROL
 OT0223  ______________________________________________________________________
 OT0223* NAD 83(1986) POSITION- 43 13 10.     (N) 102 54 22.     (W)   SCALED
 OT0223* NAVD 88 ORTHO HEIGHT -   901.846 (meters)     2958.81  (feet) ADJUSTED
 OT0223  ______________________________________________________________________
 OT0223  GEOID HEIGHT    -        -17.620 (meters)                     GEOID18
 OT0223  DYNAMIC HEIGHT  -        901.478 (meters)     2957.60  (feet) COMP
 OT0223  MODELED GRAVITY -    980,181.5   (mgal)                       NAVD 88
 OT0223
 OT0223  VERT ORDER      -  SECOND    CLASS 0
 OT0223
 OT0223.The horizontal coordinates were scaled from a map and have
 OT0223.an estimated accuracy of +/- 6 seconds.
 OT0223
 OT0223.The orthometric height was determined by differential leveling and
 OT0223.adjusted by the NATIONAL GEODETIC SURVEY
 OT0223.in June 1991.
 OT0223
 OT0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0223.GEOID18 height accuracy estimate available here.
 OT0223
 OT0223.Click photographs - Photos may exist for this station.
 OT0223
 OT0223.The dynamic height is computed by dividing the NAVD 88
 OT0223.geopotential number by the normal gravity value computed on the
 OT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0223.degrees latitude (g = 980.6199 gals.).
 OT0223
 OT0223.The modeled gravity was interpolated from observed gravity values.
 OT0223
 OT0223;                    North         East    Units  Estimated Accuracy
 OT0223;SPC SD S     -   101,680.      391,010.      MT  (+/- 180 meters Scaled)
 OT0223
 OT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH700873(NAD 83)
 OT0223
 OT0223                          SUPERSEDED SURVEY CONTROL
 OT0223
 OT0223  NGVD 29 (??/??/92)  901.354  (m)         2957.19   (f) ADJ UNCH    2 0
 OT0223
 OT0223.Superseded values are not recommended for survey control.
 OT0223
 OT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0223.See file dsdata.pdf to determine how the superseded data were derived.
 OT0223
 OT0223_MARKER: DB = BENCH MARK DISK
 OT0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0223_STAMPING: M 135 1934
 OT0223_MARK LOGO: CGS
 OT0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0223+STABILITY: SURFACE MOTION
 OT0223
 OT0223  HISTORY     - Date     Condition        Report By
 OT0223  HISTORY     - 1934     MONUMENTED       CGS
 OT0223  HISTORY     - 1967     GOOD             USGS
 OT0223
 OT0223                          STATION DESCRIPTION
 OT0223
 OT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0223'18.6 MI E FROM OELRICHS.
 OT0223'IN SHANNON COUNTY, 18.6 MILES EAST ALONG STATE HIGHWAY 52 FROM
 OT0223'THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT OELRICHS, FALL
 OT0223'RIVER COUNTY, 4 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 18,
 OT0223'ON THE SLOPE OF A HILL TOWARD THE HIGHWAY, AND 45 FEET NORTHWEST
 OT0223'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OT0223'M 135 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OT0223'INCHES ABOVE GROUND.  1967 USGS REPORT--CHANGE-- ALONG STATE
 OT0223'HIGHWAY 52 TO ALONG OLD, ABANDONED STATE HIGHWAY 52, 4 MILES
 OT0223'WEST OF THE JUNCTION OF STATE HIGHWAY 52 TO 4 MILES WEST OF OLD,
 OT0223'ABANDONED STATE HIGHWAY 52.  ADD-- ABOUT 550 FEET EAST OF GATE
 OT0223'IN N-S FENCE.
 OT0223
 OT0223                          STATION RECOVERY (1967)
 OT0223
 OT0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OT0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0335 ***********************************************************************
 OS0335  DESIGNATION -  M 136
 OS0335  PID         -  OS0335
 OS0335  STATE/COUNTY-  SD/TODD
 OS0335  COUNTRY     -  US
 OS0335  USGS QUAD   -  PARMELEE (2017)
 OS0335
 OS0335                         *CURRENT SURVEY CONTROL
 OS0335  ______________________________________________________________________
 OS0335* NAD 83(1986) POSITION- 43 18 31.     (N) 101 05 01.     (W)   SCALED
 OS0335* NAVD 88 ORTHO HEIGHT -   834.821 (meters)     2738.91  (feet) ADJUSTED
 OS0335  ______________________________________________________________________
 OS0335  GEOID HEIGHT    -        -21.897 (meters)                     GEOID18
 OS0335  DYNAMIC HEIGHT  -        834.494 (meters)     2737.84  (feet) COMP
 OS0335  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 OS0335
 OS0335  VERT ORDER      -  SECOND    CLASS 0
 OS0335
 OS0335.The horizontal coordinates were scaled from a map and have
 OS0335.an estimated accuracy of +/- 6 seconds.
 OS0335
 OS0335.The orthometric height was determined by differential leveling and
 OS0335.adjusted by the NATIONAL GEODETIC SURVEY
 OS0335.in June 1991.
 OS0335
 OS0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0335.GEOID18 height accuracy estimate available here.
 OS0335
 OS0335.Click photographs - Photos may exist for this station.
 OS0335
 OS0335.The dynamic height is computed by dividing the NAVD 88
 OS0335.geopotential number by the normal gravity value computed on the
 OS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0335.degrees latitude (g = 980.6199 gals.).
 OS0335
 OS0335.The modeled gravity was interpolated from observed gravity values.
 OS0335
 OS0335;                    North         East    Units  Estimated Accuracy
 OS0335;SPC SD S     -   108,620.      539,130.      MT  (+/- 180 meters Scaled)
 OS0335
 OS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN310971(NAD 83)
 OS0335
 OS0335                          SUPERSEDED SURVEY CONTROL
 OS0335
 OS0335  NGVD 29 (??/??/92)  834.406  (m)         2737.55   (f) ADJ UNCH    2 0
 OS0335
 OS0335.Superseded values are not recommended for survey control.
 OS0335
 OS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0335.See file dsdata.pdf to determine how the superseded data were derived.
 OS0335
 OS0335_MARKER: DB = BENCH MARK DISK
 OS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0335_STAMPING: M 136 1934
 OS0335_MARK LOGO: CGS
 OS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0335+STABILITY: SURFACE MOTION
 OS0335
 OS0335  HISTORY     - Date     Condition        Report By
 OS0335  HISTORY     - 1934     MONUMENTED       CGS
 OS0335
 OS0335                          STATION DESCRIPTION
 OS0335
 OS0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0335'2.9 MI W FROM PARMELEE.
 OS0335'IS LOCATED 2.9 MILES WEST OF THE PARMELEE POST OFFICE, 29 FEET
 OS0335'SOUTH OF CENTERLINE OF HIGHWAY, 2.9 FEET NORTHWEST OF CORNER
 OS0335'FENCE POST, 1.8 FEET NORTH OF FENCE.  STANDARD TABLET SET IN
 OS0335'TOP OF CONCRETE POST 4 INCHES HIGH.  STAMPED M 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0042 ***********************************************************************
 OS0042  DESIGNATION -  M 137
 OS0042  PID         -  OS0042
 OS0042  STATE/COUNTY-  SD/MELLETTE
 OS0042  COUNTRY     -  US
 OS0042  USGS QUAD   -  WOOD SOUTH (2017)
 OS0042
 OS0042                         *CURRENT SURVEY CONTROL
 OS0042  ______________________________________________________________________
 OS0042* NAD 83(1986) POSITION- 43 29 46.     (N) 100 28 38.     (W)   SCALED
 OS0042* NAVD 88 ORTHO HEIGHT -   655.169 (meters)     2149.50  (feet) ADJUSTED
 OS0042  ______________________________________________________________________
 OS0042  GEOID HEIGHT    -        -24.389 (meters)                     GEOID18
 OS0042  DYNAMIC HEIGHT  -        654.932 (meters)     2148.72  (feet) COMP
 OS0042  MODELED GRAVITY -    980,237.2   (mgal)                       NAVD 88
 OS0042
 OS0042  VERT ORDER      -  SECOND    CLASS 0
 OS0042
 OS0042.The horizontal coordinates were scaled from a map and have
 OS0042.an estimated accuracy of +/- 6 seconds.
 OS0042
 OS0042.The orthometric height was determined by differential leveling and
 OS0042.adjusted by the NATIONAL GEODETIC SURVEY
 OS0042.in June 1991.
 OS0042
 OS0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0042.GEOID18 height accuracy estimate available here.
 OS0042
 OS0042.Click photographs - Photos may exist for this station.
 OS0042
 OS0042.The dynamic height is computed by dividing the NAVD 88
 OS0042.geopotential number by the normal gravity value computed on the
 OS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0042.degrees latitude (g = 980.6199 gals.).
 OS0042
 OS0042.The modeled gravity was interpolated from observed gravity values.
 OS0042
 OS0042;                    North         East    Units  Estimated Accuracy
 OS0042;SPC SD S     -   129,180.      588,360.      MT  (+/- 180 meters Scaled)
 OS0042
 OS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP805169(NAD 83)
 OS0042
 OS0042                          SUPERSEDED SURVEY CONTROL
 OS0042
 OS0042  NGVD 29 (??/??/92)  654.758  (m)         2148.15   (f) ADJ UNCH    2 0
 OS0042
 OS0042.Superseded values are not recommended for survey control.
 OS0042
 OS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0042.See file dsdata.pdf to determine how the superseded data were derived.
 OS0042
 OS0042_MARKER: DB = BENCH MARK DISK
 OS0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0042_STAMPING: M 137 1934
 OS0042_MARK LOGO: CGS
 OS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0042+STABILITY: SURFACE MOTION
 OS0042
 OS0042  HISTORY     - Date     Condition        Report By
 OS0042  HISTORY     - 1934     MONUMENTED       CGS
 OS0042
 OS0042                          STATION DESCRIPTION
 OS0042
 OS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0042'AT WOOD.
 OS0042'LOCATED IN THE STATION PARK AT WOOD, 137 FEET EAST OF CENTERLINE
 OS0042'OF THE MAIN STREET CROSSING THE TRACK, 39.4 FEET WEST OF WEST
 OS0042'WALL OF STATION 17.1 FEET NORTH OF NORTH RAIL OF CHICAGO AND
 OS0042'NORTH WESTERN RWY. MAIN TRACK, 2 FEET NORTH AND 2 FEET EAST OF
 OS0042'SOUTHWEST CORNER POST OF STATION PARK.  STANDARD TABLET SET IN
 OS0042'TOP OF CONCRETE POST 4 INCHES HIGH, STAMPED M 137 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0712 ***********************************************************************
 OR0712  DESIGNATION -  M 138
 OR0712  PID         -  OR0712
 OR0712  STATE/COUNTY-  SD/TRIPP
 OR0712  COUNTRY     -  US
 OR0712  USGS QUAD   -  WINNER SOUTH (2017)
 OR0712
 OR0712                         *CURRENT SURVEY CONTROL
 OR0712  ______________________________________________________________________
 OR0712* NAD 83(1986) POSITION- 43 17 29.     (N) 099 45 15.     (W)   SCALED
 OR0712* NAVD 88 ORTHO HEIGHT -   670.224 (meters)     2198.89  (feet) ADJUSTED
 OR0712  ______________________________________________________________________
 OR0712  GEOID HEIGHT    -        -25.241 (meters)                     GEOID18
 OR0712  DYNAMIC HEIGHT  -        669.975 (meters)     2198.08  (feet) COMP
 OR0712  MODELED GRAVITY -    980,227.7   (mgal)                       NAVD 88
 OR0712
 OR0712  VERT ORDER      -  SECOND    CLASS 0
 OR0712
 OR0712.The horizontal coordinates were scaled from a map and have
 OR0712.an estimated accuracy of +/- 6 seconds.
 OR0712
 OR0712.The orthometric height was determined by differential leveling and
 OR0712.adjusted by the NATIONAL GEODETIC SURVEY
 OR0712.in June 1991.
 OR0712
 OR0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0712.GEOID18 height accuracy estimate available here.
 OR0712
 OR0712.Click photographs - Photos may exist for this station.
 OR0712
 OR0712.The dynamic height is computed by dividing the NAVD 88
 OR0712.geopotential number by the normal gravity value computed on the
 OR0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0712.degrees latitude (g = 980.6199 gals.).
 OR0712
 OR0712.The modeled gravity was interpolated from observed gravity values.
 OR0712
 OR0712;                    North         East    Units  Estimated Accuracy
 OR0712;SPC SD S     -   106,600.      647,000.      MT  (+/- 180 meters Scaled)
 OR0712
 OR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN388934(NAD 83)
 OR0712
 OR0712                          SUPERSEDED SURVEY CONTROL
 OR0712
 OR0712  NGVD 29 (??/??/92)  669.866  (m)         2197.72   (f) ADJ UNCH    2 0
 OR0712
 OR0712.Superseded values are not recommended for survey control.
 OR0712
 OR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0712.See file dsdata.pdf to determine how the superseded data were derived.
 OR0712
 OR0712_MARKER: DB = BENCH MARK DISK
 OR0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0712_STAMPING: M 138 1934
 OR0712_MARK LOGO: CGS
 OR0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0712+STABILITY: SURFACE MOTION
 OR0712
 OR0712  HISTORY     - Date     Condition        Report By
 OR0712  HISTORY     - 1934     MONUMENTED       CGS
 OR0712  HISTORY     - 1973     MARK NOT FOUND   NGS
 OR0712  HISTORY     - 19870709 SEE DESCRIPTION  NGS
 OR0712  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0712
 OR0712                          STATION DESCRIPTION
 OR0712
 OR0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0712'2.9 MI NW FROM COLOME.
 OR0712'2.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0712'FROM THE STATION AT COLOME, TRIPP COUNTY, ABOUT 300 YARDS
 OR0712'NORTHWEST OF AN OVERPASS FOR A COUNTY ROAD, 43.5 FEET NORTHEAST
 OR0712'OF THE NORTHEAST RAIL, AND 3.7 FEET SOUTHWEST OF THE
 OR0712'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 138 1934 AND SET
 OR0712'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 OR0712'GROUND.
 OR0712
 OR0712                          STATION RECOVERY (1973)
 OR0712
 OR0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OR0712'MARK NOT FOUND.
 OR0712
 OR0712                          STATION RECOVERY (1987)
 OR0712
 OR0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0712'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.  THE TRAIN
 OR0712'STATION AT COLOME IS GONE. IT WAS LOCATED JUST NORTHEAST OF THE
 OR0712'JUNCTION OF U.S. HIGHWAYS 18 AND 183.  THE TRACKS AND RIGHT OF WAY
 OR0712'FENCES ARE GONE AND THE ADJACENT LAND IS IN CULTIVATION.
 OR0712
 OR0712                          STATION RECOVERY (1993)
 OR0712
 OR0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0712'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0561 ***********************************************************************
 OR0561  DESIGNATION -  M 139
 OR0561  PID         -  OR0561
 OR0561  STATE/COUNTY-  SD/GREGORY
 OR0561  COUNTRY     -  US
 OR0561  USGS QUAD   -  SAINT CHARLES (2017)
 OR0561
 OR0561                         *CURRENT SURVEY CONTROL
 OR0561  ______________________________________________________________________
 OR0561* NAD 83(1986) POSITION- 43 04 46.     (N) 099 01 19.     (W)   SCALED
 OR0561* NAVD 88 ORTHO HEIGHT -   623.938 (meters)     2047.04  (feet) ADJUSTED
 OR0561  ______________________________________________________________________
 OR0561  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 OR0561  DYNAMIC HEIGHT  -        623.711 (meters)     2046.29  (feet) COMP
 OR0561  MODELED GRAVITY -    980,238.2   (mgal)                       NAVD 88
 OR0561
 OR0561  VERT ORDER      -  FIRST     CLASS II
 OR0561
 OR0561.The horizontal coordinates were scaled from a map and have
 OR0561.an estimated accuracy of +/- 6 seconds.
 OR0561
 OR0561.The orthometric height was determined by differential leveling and
 OR0561.adjusted by the NATIONAL GEODETIC SURVEY
 OR0561.in June 1994.
 OR0561
 OR0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0561.GEOID18 height accuracy estimate available here.
 OR0561
 OR0561.Click photographs - Photos may exist for this station.
 OR0561
 OR0561.The dynamic height is computed by dividing the NAVD 88
 OR0561.geopotential number by the normal gravity value computed on the
 OR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0561.degrees latitude (g = 980.6199 gals.).
 OR0561
 OR0561.The modeled gravity was interpolated from observed gravity values.
 OR0561
 OR0561;                    North         East    Units  Estimated Accuracy
 OR0561;SPC SD S     -    83,730.      706,780.      MT  (+/- 180 meters Scaled)
 OR0561
 OR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN982696(NAD 83)
 OR0561
 OR0561                          SUPERSEDED SURVEY CONTROL
 OR0561
 OR0561  NAVD 88 (06/15/91)  623.924  (m)         2046.99   (f) SUPERSEDED  1 2
 OR0561
 OR0561.Superseded values are not recommended for survey control.
 OR0561
 OR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0561.See file dsdata.pdf to determine how the superseded data were derived.
 OR0561
 OR0561_MARKER: DB = BENCH MARK DISK
 OR0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0561_STAMPING: M 139 1934
 OR0561_MARK LOGO: CGS
 OR0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0561+STABILITY: SURFACE MOTION
 OR0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0561+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0561
 OR0561  HISTORY     - Date     Condition        Report By
 OR0561  HISTORY     - 1934     MONUMENTED       CGS
 OR0561  HISTORY     - 1940     GOOD             CGS
 OR0561  HISTORY     - 19930923 GOOD             NGS
 OR0561  HISTORY     - 20120115 GOOD             INDIV
 OR0561
 OR0561                          STATION DESCRIPTION
 OR0561
 OR0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0561'3.6 MI NW FROM BONESTEEL.
 OR0561'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OR0561'RAILWAY FROM THE STATION AT BONESTEEL, GREGORY COUNTY, ABOUT
 OR0561'0.6 MILE NORTH OF TRIANGULATION STATION PONCA, DESCRIBED BELOW,
 OR0561'AT A SECTION-LINE ROAD CROSSING, 97.0 FEET WEST OF THE CENTER
 OR0561'LINE OF THE ROAD, 71 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER,
 OR0561'45.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET NORTH OF THE
 OR0561'FENCE, BETWEEN A POLE AND THE FENCE, AND 0.7 FOOT SOUTH OF A
 OR0561'WHITE REFERENCE POST.  A STANDARD DISK, STAMPED M 139 1934 AND
 OR0561'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 OR0561'ABOVE GROUND.
 OR0561
 OR0561                          STATION RECOVERY (1940)
 OR0561
 OR0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0561'RECOVERED IN GOOD CONDITION.
 OR0561
 OR0561                          STATION RECOVERY (1993)
 OR0561
 OR0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0561'6.7 KM (4.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR0561'MAIN STREET IN BONESTEEL, 241.0 M (790.7 FT) EAST OF MILEPOST 302,
 OR0561'31.0 M (101.7 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 23.4 M (76.8
 OR0561'FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.0 M (65.6 FT) WEST OF
 OR0561'UNDERGROUND CABLE JUNCTION BOX NUMBER R1, 0.6 M (2.0 FT) BELOW THE
 OR0561'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, 0.2 M
 OR0561'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 OR0561'(0.16 FT) ABOVE THE GROUND SURFACE.
 OR0561
 OR0561                          STATION RECOVERY (2012)
 OR0561
 OR0561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0421 ***********************************************************************
 PS0421  DESIGNATION -  M 14
 PS0421  PID         -  PS0421
 PS0421  STATE/COUNTY-  SD/HUGHES
 PS0421  COUNTRY     -  US
 PS0421  USGS QUAD   -  DE GREY NW (2017)
 PS0421
 PS0421                         *CURRENT SURVEY CONTROL
 PS0421  ______________________________________________________________________
 PS0421* NAD 83(1986) POSITION- 44 29 07.     (N) 099 59 49.     (W)   SCALED
 PS0421* NAVD 88 ORTHO HEIGHT -   491.644 (meters)     1613.00  (feet) ADJUSTED
 PS0421  ______________________________________________________________________
 PS0421  GEOID HEIGHT    -        -23.548 (meters)                     GEOID18
 PS0421  DYNAMIC HEIGHT  -        491.549 (meters)     1612.69  (feet) COMP
 PS0421  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 PS0421
 PS0421  VERT ORDER      -  FIRST     CLASS II
 PS0421
 PS0421.The horizontal coordinates were scaled from a map and have
 PS0421.an estimated accuracy of +/- 6 seconds.
 PS0421
 PS0421.The orthometric height was determined by differential leveling and
 PS0421.adjusted by the NATIONAL GEODETIC SURVEY
 PS0421.in June 1991.
 PS0421
 PS0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0421.GEOID18 height accuracy estimate available here.
 PS0421
 PS0421.Click photographs - Photos may exist for this station.
 PS0421
 PS0421.The dynamic height is computed by dividing the NAVD 88
 PS0421.geopotential number by the normal gravity value computed on the
 PS0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0421.degrees latitude (g = 980.6199 gals.).
 PS0421
 PS0421.The modeled gravity was interpolated from observed gravity values.
 PS0421
 PS0421;                    North         East    Units  Estimated Accuracy
 PS0421;SPC SD S     -   239,130.      626,760.      MT  (+/- 180 meters Scaled)
 PS0421
 PS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ207262(NAD 83)
 PS0421
 PS0421                          SUPERSEDED SURVEY CONTROL
 PS0421
 PS0421  NGVD 29 (??/??/92)  491.288  (m)         1611.83   (f) ADJ UNCH    1 2
 PS0421
 PS0421.Superseded values are not recommended for survey control.
 PS0421
 PS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0421.See file dsdata.pdf to determine how the superseded data were derived.
 PS0421
 PS0421_MARKER: DB = BENCH MARK DISK
 PS0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0421_STAMPING: M 14 1926
 PS0421_MARK LOGO: CGS
 PS0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0421+STABILITY: SURFACE MOTION
 PS0421
 PS0421  HISTORY     - Date     Condition        Report By
 PS0421  HISTORY     - 1926     MONUMENTED       CGS
 PS0421  HISTORY     - 1940     GOOD             CGS
 PS0421
 PS0421                          STATION DESCRIPTION
 PS0421
 PS0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0421'2.1 MI SW FROM BLUNT.
 PS0421'2.1 MILES SOUTHWEST OF THE RAILROAD STATION AT BLUNT, ALONG
 PS0421'RAILROAD, 0.25 MILE SOUTH OF MILE POST 454, 46.1 FEET EAST OF THE
 PS0421'EAST RAIL, 52.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 6.7
 PS0421'FEET NORTH OF TELEPHONE POLE, 0.9 FOOT SOUTH OF WHITE MARKER
 PS0421'POST, 3 INCHES ABOVE GROUND.  A STANDARD DISK SET IN A CONCRETE
 PS0421'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0040 ***********************************************************************
 OS0040  DESIGNATION -  M 140
 OS0040  PID         -  OS0040
 OS0040  STATE/COUNTY-  SD/LYMAN
 OS0040  COUNTRY     -  US
 OS0040  USGS QUAD   -  PRESHO (2017)
 OS0040
 OS0040                         *CURRENT SURVEY CONTROL
 OS0040  ______________________________________________________________________
 OS0040* NAD 83(1986) POSITION- 43 54 17.     (N) 100 02 47.     (W)   SCALED
 OS0040* NAVD 88 ORTHO HEIGHT -   534.842 (meters)     1754.73  (feet) ADJUSTED
 OS0040  ______________________________________________________________________
 OS0040  GEOID HEIGHT    -        -25.180 (meters)                     GEOID18
 OS0040  DYNAMIC HEIGHT  -        534.681 (meters)     1754.20  (feet) COMP
 OS0040  MODELED GRAVITY -    980,301.7   (mgal)                       NAVD 88
 OS0040
 OS0040  VERT ORDER      -  SECOND    CLASS 0
 OS0040
 OS0040.The horizontal coordinates were scaled from a map and have
 OS0040.an estimated accuracy of +/- 6 seconds.
 OS0040
 OS0040.The orthometric height was determined by differential leveling and
 OS0040.adjusted by the NATIONAL GEODETIC SURVEY
 OS0040.in June 1991.
 OS0040
 OS0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0040.GEOID18 height accuracy estimate available here.
 OS0040
 OS0040.Click photographs - Photos may exist for this station.
 OS0040
 OS0040.The dynamic height is computed by dividing the NAVD 88
 OS0040.geopotential number by the normal gravity value computed on the
 OS0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0040.degrees latitude (g = 980.6199 gals.).
 OS0040
 OS0040.The modeled gravity was interpolated from observed gravity values.
 OS0040
 OS0040;                    North         East    Units  Estimated Accuracy
 OS0040;SPC SD S     -   174,610.      623,050.      MT  (+/- 180 meters Scaled)
 OS0040
 OS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP159618(NAD 83)
 OS0040
 OS0040                          SUPERSEDED SURVEY CONTROL
 OS0040
 OS0040  NGVD 29 (??/??/92)  534.445  (m)         1753.43   (f) ADJ UNCH    2 0
 OS0040
 OS0040.Superseded values are not recommended for survey control.
 OS0040
 OS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0040.See file dsdata.pdf to determine how the superseded data were derived.
 OS0040
 OS0040_MARKER: DB = BENCH MARK DISK
 OS0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0040_STAMPING: M 140 1934
 OS0040_MARK LOGO: CGS
 OS0040_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0040+STABILITY: SURFACE MOTION
 OS0040
 OS0040  HISTORY     - Date     Condition        Report By
 OS0040  HISTORY     - 1934     MONUMENTED       CGS
 OS0040  HISTORY     - 1975     MARK NOT FOUND   USGS
 OS0040
 OS0040                          STATION DESCRIPTION
 OS0040
 OS0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0040'1.1 MI E FROM PRESHO.
 OS0040'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 16 FROM THE CHICAGO,
 OS0040'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT PRESHO,
 OS0040'LYMAN COUNTY, AT THE JUNCTION WITH U.S. HIGHWAY 183, ABOUT 300
 OS0040'YARDS SOUTHWEST OF A CONCRETE BRIDGE ON U.S. HIGHWAY 16, ABOUT
 OS0040'175 FEET NORTHWEST OF THE SOUTH POINT OF THE TRIANGLE FORMED BY
 OS0040'THE HIGHWAYS, ABOUT 75 YARDS SOUTHEAST OF THE CENTER LINE OF
 OS0040'U.S. HIGHWAY 16, 65 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 OS0040'HIGHWAY 183, AND 0.5 FOOT NORTH OF A WHITE REFERENCE POST
 OS0040'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED M 140 1934 AND
 OS0040'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 OS0040'ABOVE GROUND.
 OS0040
 OS0040                          STATION RECOVERY (1975)
 OS0040
 OS0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OS0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0632 ***********************************************************************
 OR0632  DESIGNATION -  M 141
 OR0632  PID         -  OR0632
 OR0632  STATE/COUNTY-  SD/GREGORY
 OR0632  COUNTRY     -  US
 OR0632  USGS QUAD   -  DIXON SW (2017)
 OR0632
 OR0632                         *CURRENT SURVEY CONTROL
 OR0632  ______________________________________________________________________
 OR0632* NAD 83(1986) POSITION- 43 16 12.     (N) 099 26 05.     (W)   SCALED
 OR0632* NAVD 88 ORTHO HEIGHT -   671.933 (meters)     2204.50  (feet) ADJUSTED
 OR0632  ______________________________________________________________________
 OR0632  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 OR0632  DYNAMIC HEIGHT  -        671.679 (meters)     2203.67  (feet) COMP
 OR0632  MODELED GRAVITY -    980,221.2   (mgal)                       NAVD 88
 OR0632
 OR0632  VERT ORDER      -  SECOND    CLASS 0
 OR0632
 OR0632.The horizontal coordinates were scaled from a map and have
 OR0632.an estimated accuracy of +/- 6 seconds.
 OR0632
 OR0632.The orthometric height was determined by differential leveling and
 OR0632.adjusted by the NATIONAL GEODETIC SURVEY
 OR0632.in June 1991.
 OR0632
 OR0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0632.GEOID18 height accuracy estimate available here.
 OR0632
 OR0632.Click photographs - Photos may exist for this station.
 OR0632
 OR0632.The dynamic height is computed by dividing the NAVD 88
 OR0632.geopotential number by the normal gravity value computed on the
 OR0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0632.degrees latitude (g = 980.6199 gals.).
 OR0632
 OR0632.The modeled gravity was interpolated from observed gravity values.
 OR0632
 OR0632;                    North         East    Units  Estimated Accuracy
 OR0632;SPC SD S     -   104,450.      672,950.      MT  (+/- 180 meters Scaled)
 OR0632
 OR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN647908(NAD 83)
 OR0632
 OR0632                          SUPERSEDED SURVEY CONTROL
 OR0632
 OR0632  NGVD 29 (??/??/92)  671.60   (m)         2203.4    (f) COMPUTED    2 0
 OR0632
 OR0632.Superseded values are not recommended for survey control.
 OR0632
 OR0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0632.See file dsdata.pdf to determine how the superseded data were derived.
 OR0632
 OR0632_MARKER: DB = BENCH MARK DISK
 OR0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0632_STAMPING: M 141 1934
 OR0632_MARK LOGO: CGS
 OR0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0632+STABILITY: SURFACE MOTION
 OR0632
 OR0632  HISTORY     - Date     Condition        Report By
 OR0632  HISTORY     - 1934     MONUMENTED       CGS
 OR0632
 OR0632                          STATION DESCRIPTION
 OR0632
 OR0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0632'2.9 MI N FROM GREGORY.
 OR0632'LOCATED 2.9 MILES NORTH OF THE CHICAGO, AND NORTH WESTERN DEPOT
 OR0632'AT GREGORY, AT A SECTION CORNER, 40.0 FEET WEST OF CENTERLINE
 OR0632'OF OACOMA-GREGORY ROAD, 34.0 FEET SOUTH OF SECTION LINE ROAD
 OR0632'(CENTERLINE OF), 4.1 FEET SOUTHWEST OF FENCE CORNER.  STANDARD
 OR0632'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0244 ***********************************************************************
 OR0244  DESIGNATION -  M 142 RESET
 OR0244  PID         -  OR0244
 OR0244  STATE/COUNTY-  SD/CHARLES MIX
 OR0244  COUNTRY     -  US
 OR0244  USGS QUAD   -  LAKE ANDES (2017)
 OR0244
 OR0244                         *CURRENT SURVEY CONTROL
 OR0244  ______________________________________________________________________
 OR0244* NAD 83(1986) POSITION- 43 09 06.     (N) 098 31 44.     (W)   SCALED
 OR0244* NAVD 88 ORTHO HEIGHT -   441.126 (meters)     1447.26  (feet) ADJUSTED
 OR0244  ______________________________________________________________________
 OR0244  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 OR0244  DYNAMIC HEIGHT  -        440.981 (meters)     1446.79  (feet) COMP
 OR0244  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OR0244
 OR0244  VERT ORDER      -  FIRST     CLASS II
 OR0244
 OR0244.The horizontal coordinates were scaled from a map and have
 OR0244.an estimated accuracy of +/- 6 seconds.
 OR0244
 OR0244.The orthometric height was determined by differential leveling and
 OR0244.adjusted by the NATIONAL GEODETIC SURVEY
 OR0244.in June 1991.
 OR0244
 OR0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0244.GEOID18 height accuracy estimate available here.
 OR0244
 OR0244.Click photographs - Photos may exist for this station.
 OR0244
 OR0244.The dynamic height is computed by dividing the NAVD 88
 OR0244.geopotential number by the normal gravity value computed on the
 OR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0244.degrees latitude (g = 980.6199 gals.).
 OR0244
 OR0244.The modeled gravity was interpolated from observed gravity values.
 OR0244
 OR0244;                    North         East    Units  Estimated Accuracy
 OR0244;SPC SD S     -    92,500.      746,750.      MT  (+/- 180 meters Scaled)
 OR0244
 OR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN383777(NAD 83)
 OR0244
 OR0244                          SUPERSEDED SURVEY CONTROL
 OR0244
 OR0244  NGVD 29 (??/??/92)  440.817  (m)         1446.25   (f) ADJ UNCH    1 2
 OR0244
 OR0244.Superseded values are not recommended for survey control.
 OR0244
 OR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0244.See file dsdata.pdf to determine how the superseded data were derived.
 OR0244
 OR0244_MARKER: DB = BENCH MARK DISK
 OR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0244_STAMPING: M 142 RESET 1941
 OR0244_MARK LOGO: CGS
 OR0244_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0244+STABILITY: SURFACE MOTION
 OR0244
 OR0244  HISTORY     - Date     Condition        Report By
 OR0244  HISTORY     - 1941     MONUMENTED       CGS
 OR0244  HISTORY     - 1946     GOOD             CGS
 OR0244  HISTORY     - 1949     GOOD             CGS
 OR0244  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0244
 OR0244                          STATION DESCRIPTION
 OR0244
 OR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0244'0.7 MI E FROM LAKE ANDES.
 OR0244'0.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0244'RAILROAD FROM THE STATION AT LAKE ANDES, AT A ROAD CROSSING,
 OR0244'ABOUT 50 YARDS WEST OF THE CENTER LINE OF THE ROAD, 41.5 FEET
 OR0244'SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 OR0244'TRACK, 57.0 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY NO. 18,
 OR0244'6.0 FEET EAST OF THE SEVENTH POLE WEST OF MILE POST 59 AND 2.0
 OR0244'FEET EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 OR0244'M 142 RESET 1941 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OR0244'2 INCHES ABOVE GROUND.
 OR0244
 OR0244                          STATION RECOVERY (1949)
 OR0244
 OR0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0244'RECOVERED IN GOOD CONDITION.
 OR0244
 OR0244                          STATION RECOVERY (2013)
 OR0244
 OR0244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1477 ***********************************************************************
 NM1477  DESIGNATION -  M 143
 NM1477  PID         -  NM1477
 NM1477  STATE/COUNTY-  SD/BON HOMME
 NM1477  COUNTRY     -  US
 NM1477  USGS QUAD   -  TYNDALL (2017)
 NM1477
 NM1477                         *CURRENT SURVEY CONTROL
 NM1477  ______________________________________________________________________
 NM1477* NAD 83(1986) POSITION- 42 58 56.     (N) 097 52 09.     (W)   SCALED
 NM1477* NAVD 88 ORTHO HEIGHT -   431.839 (meters)     1416.79  (feet) ADJUSTED
 NM1477  ______________________________________________________________________
 NM1477  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 NM1477  DYNAMIC HEIGHT  -        431.702 (meters)     1416.34  (feet) COMP
 NM1477  MODELED GRAVITY -    980,290.8   (mgal)                       NAVD 88
 NM1477
 NM1477  VERT ORDER      -  SECOND    CLASS 0
 NM1477
 NM1477.The horizontal coordinates were scaled from a map and have
 NM1477.an estimated accuracy of +/- 6 seconds.
 NM1477
 NM1477.The orthometric height was determined by differential leveling and
 NM1477.adjusted by the NATIONAL GEODETIC SURVEY
 NM1477.in June 1991.
 NM1477
 NM1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1477.GEOID18 height accuracy estimate available here.
 NM1477
 NM1477.Click photographs - Photos may exist for this station.
 NM1477
 NM1477.The dynamic height is computed by dividing the NAVD 88
 NM1477.geopotential number by the normal gravity value computed on the
 NM1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1477.degrees latitude (g = 980.6199 gals.).
 NM1477
 NM1477.The modeled gravity was interpolated from observed gravity values.
 NM1477
 NM1477;                    North         East    Units  Estimated Accuracy
 NM1477;SPC SD S     -    75,070.      800,950.      MT  (+/- 180 meters Scaled)
 NM1477
 NM1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN921594(NAD 83)
 NM1477
 NM1477                          SUPERSEDED SURVEY CONTROL
 NM1477
 NM1477  NGVD 29 (??/??/92)  431.583  (m)         1415.95   (f) ADJ UNCH    2 0
 NM1477
 NM1477.Superseded values are not recommended for survey control.
 NM1477
 NM1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1477.See file dsdata.pdf to determine how the superseded data were derived.
 NM1477
 NM1477_MARKER: DB = BENCH MARK DISK
 NM1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1477_STAMPING: M 143 1934
 NM1477_MARK LOGO: CGS
 NM1477_PROJECTION: FLUSH
 NM1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1477+STABILITY: SURFACE MOTION
 NM1477
 NM1477  HISTORY     - Date     Condition        Report By
 NM1477  HISTORY     - 1934     MONUMENTED       CGS
 NM1477  HISTORY     - 1974     MARK NOT FOUND   NGS
 NM1477
 NM1477                          STATION DESCRIPTION
 NM1477
 NM1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1477'0.7 MI SW FROM TYNDALL.
 NM1477'0.7 MILE S.W. OF THE RR. STA. AT TYNDALL, ALONG THE CM.ST.P.
 NM1477'AND P RR., AT RR. JCT., IN Y OF RR. JCT., 31.6 FT. W. OF THE W.
 NM1477'RAIL, 28.2 FT. S.E. OF THE S.E. RAIL, 60.9 FT.E. OF THE CENTER
 NM1477'OF ROAD CROSSING TRACK, 0.4 FT. E. OF WHITE MARKER POST, FLUSH
 NM1477'WITH GROUND.  STANDARD DISK IN PRE CAST POST.
 NM1477
 NM1477                          STATION RECOVERY (1974)
 NM1477
 NM1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NM1477'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0056 ***********************************************************************
 OR0056  DESIGNATION -  M 144
 OR0056  PID         -  OR0056
 OR0056  STATE/COUNTY-  SD/AURORA
 OR0056  COUNTRY     -  US
 OR0056  USGS QUAD   -  STICKNEY (2017)
 OR0056
 OR0056                         *CURRENT SURVEY CONTROL
 OR0056  ______________________________________________________________________
 OR0056* NAD 83(1986) POSITION- 43 36 52.     (N) 098 26 30.     (W)   SCALED
 OR0056* NAVD 88 ORTHO HEIGHT -   488.596 (meters)     1603.00  (feet) ADJUSTED
 OR0056  ______________________________________________________________________
 OR0056  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 OR0056  DYNAMIC HEIGHT  -        488.459 (meters)     1602.55  (feet) COMP
 OR0056  MODELED GRAVITY -    980,324.8   (mgal)                       NAVD 88
 OR0056
 OR0056  VERT ORDER      -  SECOND    CLASS 0
 OR0056
 OR0056.The horizontal coordinates were scaled from a map and have
 OR0056.an estimated accuracy of +/- 6 seconds.
 OR0056
 OR0056.The orthometric height was determined by differential leveling and
 OR0056.adjusted by the NATIONAL GEODETIC SURVEY
 OR0056.in June 1991.
 OR0056
 OR0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0056.GEOID18 height accuracy estimate available here.
 OR0056
 OR0056.Click photographs - Photos may exist for this station.
 OR0056
 OR0056.The dynamic height is computed by dividing the NAVD 88
 OR0056.geopotential number by the normal gravity value computed on the
 OR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0056.degrees latitude (g = 980.6199 gals.).
 OR0056
 OR0056.The modeled gravity was interpolated from observed gravity values.
 OR0056
 OR0056;                    North         East    Units  Estimated Accuracy
 OR0056;SPC SD S     -   144,060.      752,680.      MT  (+/- 180 meters Scaled)
 OR0056
 OR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP450292(NAD 83)
 OR0056
 OR0056                          SUPERSEDED SURVEY CONTROL
 OR0056
 OR0056  NGVD 29 (??/??/92)  488.258  (m)         1601.89   (f) ADJ UNCH    2 0
 OR0056
 OR0056.Superseded values are not recommended for survey control.
 OR0056
 OR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0056.See file dsdata.pdf to determine how the superseded data were derived.
 OR0056
 OR0056_MARKER: DB = BENCH MARK DISK
 OR0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0056_STAMPING: M 144 1934
 OR0056_MARK LOGO: CGS
 OR0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0056+STABILITY: SURFACE MOTION
 OR0056
 OR0056  HISTORY     - Date     Condition        Report By
 OR0056  HISTORY     - 1934     MONUMENTED       CGS
 OR0056  HISTORY     - 1964     MARK NOT FOUND   CGS
 OR0056
 OR0056                          STATION DESCRIPTION
 OR0056
 OR0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0056'1.7 MI N FROM STICKNEY.
 OR0056'1.7 MILES NORTH ALONG STATE HIGHWAY 41 FROM THE CHICAGO, MILWAUKEE,
 OR0056'ST. PAUL AND PACIFIC RAILROAD STATION AT STICKNEY, AURORA COUNTY,
 OR0056'33 FEET SOUTH OF THE CENTER LINE OF A SECTION ROAD, 20 FEET
 OR0056'SOUTHEAST OF A 15-INCH CORRUGATED-IRON CULVERT, 46 FEET EAST
 OR0056'OF THE CENTER LINE OF THE HIGHWAY, AND 12.6 FEET EAST OF A
 OR0056'FENCE CORNER.  A STANDARD DISK, STAMPED M 144 1934 AND SET IN
 OR0056'THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE
 OR0056'GROUND.
 OR0056
 OR0056                          STATION RECOVERY (1964)
 OR0056
 OR0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 OR0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0469 ***********************************************************************
 OQ0469  DESIGNATION -  M 145
 OQ0469  PID         -  OQ0469
 OQ0469  STATE/COUNTY-  SD/BON HOMME
 OQ0469  COUNTRY     -  US
 OQ0469  USGS QUAD   -  SCOTLAND (2017)
 OQ0469
 OQ0469                         *CURRENT SURVEY CONTROL
 OQ0469  ______________________________________________________________________
 OQ0469* NAD 83(1986) POSITION- 43 09 39.     (N) 097 44 54.     (W)   SCALED
 OQ0469* NAVD 88 ORTHO HEIGHT -   413.961 (meters)     1358.14  (feet) ADJUSTED
 OQ0469  ______________________________________________________________________
 OQ0469  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 OQ0469  DYNAMIC HEIGHT  -        413.840 (meters)     1357.74  (feet) COMP
 OQ0469  MODELED GRAVITY -    980,315.2   (mgal)                       NAVD 88
 OQ0469
 OQ0469  VERT ORDER      -  SECOND    CLASS 0
 OQ0469
 OQ0469.The horizontal coordinates were scaled from a map and have
 OQ0469.an estimated accuracy of +/- 6 seconds.
 OQ0469
 OQ0469.The orthometric height was determined by differential leveling and
 OQ0469.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0469.in June 1991.
 OQ0469
 OQ0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0469.GEOID18 height accuracy estimate available here.
 OQ0469
 OQ0469.Click photographs - Photos may exist for this station.
 OQ0469
 OQ0469.The dynamic height is computed by dividing the NAVD 88
 OQ0469.geopotential number by the normal gravity value computed on the
 OQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0469.degrees latitude (g = 980.6199 gals.).
 OQ0469
 OQ0469.The modeled gravity was interpolated from observed gravity values.
 OQ0469
 OQ0469;                    North         East    Units  Estimated Accuracy
 OQ0469;SPC SD S     -    95,200.      810,190.      MT  (+/- 180 meters Scaled)
 OQ0469
 OQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN017794(NAD 83)
 OQ0469
 OQ0469                          SUPERSEDED SURVEY CONTROL
 OQ0469
 OQ0469  NGVD 29 (??/??/92)  413.708  (m)         1357.31   (f) ADJ UNCH    2 0
 OQ0469
 OQ0469.Superseded values are not recommended for survey control.
 OQ0469
 OQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0469.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0469
 OQ0469_MARKER: DB = BENCH MARK DISK
 OQ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0469_STAMPING: M 145 1934
 OQ0469_MARK LOGO: CGS
 OQ0469_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0469+STABILITY: SURFACE MOTION
 OQ0469
 OQ0469  HISTORY     - Date     Condition        Report By
 OQ0469  HISTORY     - 1934     MONUMENTED       CGS
 OQ0469
 OQ0469                          STATION DESCRIPTION
 OQ0469
 OQ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0469'1.8 MI NW FROM SCOTLAND.
 OQ0469'1.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0469'AND PACIFIC RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME
 OQ0469'COUNTY, AT MILEPOST 181, 0.4 MILE NORTHWEST OF A FARM-ROAD
 OQ0469'CROSSING, 45.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.7 FEET
 OQ0469'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0469'M 145 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OQ0469'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0452 ***********************************************************************
 OQ0452  DESIGNATION -  M 146
 OQ0452  PID         -  OQ0452
 OQ0452  STATE/COUNTY-  SD/HUTCHINSON
 OQ0452  COUNTRY     -  US
 OQ0452  USGS QUAD   -  BEARDSLEY (2017)
 OQ0452
 OQ0452                         *CURRENT SURVEY CONTROL
 OQ0452  ______________________________________________________________________
 OQ0452* NAD 83(1986) POSITION- 43 17 53.     (N) 097 58 58.     (W)   SCALED
 OQ0452* NAVD 88 ORTHO HEIGHT -   444.044 (meters)     1456.83  (feet) ADJUSTED
 OQ0452  ______________________________________________________________________
 OQ0452  GEOID HEIGHT    -        -26.566 (meters)                     GEOID18
 OQ0452  DYNAMIC HEIGHT  -        443.904 (meters)     1456.38  (feet) COMP
 OQ0452  MODELED GRAVITY -    980,293.3   (mgal)                       NAVD 88
 OQ0452
 OQ0452  VERT ORDER      -  SECOND    CLASS 0
 OQ0452
 OQ0452.The horizontal coordinates were scaled from a map and have
 OQ0452.an estimated accuracy of +/- 6 seconds.
 OQ0452
 OQ0452.The orthometric height was determined by differential leveling and
 OQ0452.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0452.in June 1991.
 OQ0452
 OQ0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0452.GEOID18 height accuracy estimate available here.
 OQ0452
 OQ0452.Click photographs - Photos may exist for this station.
 OQ0452
 OQ0452.The dynamic height is computed by dividing the NAVD 88
 OQ0452.geopotential number by the normal gravity value computed on the
 OQ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0452.degrees latitude (g = 980.6199 gals.).
 OQ0452
 OQ0452.The modeled gravity was interpolated from observed gravity values.
 OQ0452
 OQ0452;                    North         East    Units  Estimated Accuracy
 OQ0452;SPC SD S     -   109,870.      790,700.      MT  (+/- 180 meters Scaled)
 OQ0452
 OQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN825944(NAD 83)
 OQ0452
 OQ0452                          SUPERSEDED SURVEY CONTROL
 OQ0452
 OQ0452  NGVD 29 (??/??/92)  443.740  (m)         1455.84   (f) ADJ UNCH    2 0
 OQ0452
 OQ0452.Superseded values are not recommended for survey control.
 OQ0452
 OQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0452.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0452
 OQ0452_MARKER: DB = BENCH MARK DISK
 OQ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0452_STAMPING: M 146 1934
 OQ0452_MARK LOGO: CGS
 OQ0452_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0452+STABILITY: SURFACE MOTION
 OQ0452
 OQ0452  HISTORY     - Date     Condition        Report By
 OQ0452  HISTORY     - 1934     MONUMENTED       CGS
 OQ0452
 OQ0452                          STATION DESCRIPTION
 OQ0452
 OQ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0452'5.4 MI N FROM TRIPP.
 OQ0452'5.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0452'PACIFIC RAILROAD FROM THE STATION AT TRIPP, HUTCHINSON COUNTY,
 OQ0452'ABOUT 104 YARDS SOUTH OF THE NORTH END OF A SWITCH, ABOUT 112
 OQ0452'FEET NORTH OF THE CENTER LINE OF A COUNTRY ROAD, 46.5 FEET WEST
 OQ0452'OF THE WEST RAIL OF THE MAIN TRACK, 32.4 FEET WEST OF THE WEST
 OQ0452'RAIL OF A SIDE TRACK, AND 1.3 FEET EAST OF THE RIGHT-OF-WAY
 OQ0452'FENCE.  A STANDARD DISK, STAMPED M 146 1934 AND SET IN THE TOP
 OQ0452'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0377 ***********************************************************************
 OQ0377  DESIGNATION -  M 147
 OQ0377  PID         -  OQ0377
 OQ0377  STATE/COUNTY-  SD/MCCOOK
 OQ0377  COUNTRY     -  US
 OQ0377  USGS QUAD   -  CANISTOTA (2017)
 OQ0377
 OQ0377                         *CURRENT SURVEY CONTROL
 OQ0377  ______________________________________________________________________
 OQ0377* NAD 83(1986) POSITION- 43 35 14.     (N) 097 16 51.     (W)   SCALED
 OQ0377* NAVD 88 ORTHO HEIGHT -   473.319 (meters)     1552.88  (feet) ADJUSTED
 OQ0377  ______________________________________________________________________
 OQ0377  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 OQ0377  DYNAMIC HEIGHT  -        473.195 (meters)     1552.47  (feet) COMP
 OQ0377  MODELED GRAVITY -    980,342.2   (mgal)                       NAVD 88
 OQ0377
 OQ0377  VERT ORDER      -  SECOND    CLASS 0
 OQ0377
 OQ0377.The horizontal coordinates were scaled from a map and have
 OQ0377.an estimated accuracy of +/- 6 seconds.
 OQ0377
 OQ0377.The orthometric height was determined by differential leveling and
 OQ0377.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0377.in June 1991.
 OQ0377
 OQ0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0377.GEOID18 height accuracy estimate available here.
 OQ0377
 OQ0377.Click photographs - Photos may exist for this station.
 OQ0377
 OQ0377.The dynamic height is computed by dividing the NAVD 88
 OQ0377.geopotential number by the normal gravity value computed on the
 OQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0377.degrees latitude (g = 980.6199 gals.).
 OQ0377
 OQ0377.The modeled gravity was interpolated from observed gravity values.
 OQ0377
 OQ0377;                    North         East    Units  Estimated Accuracy
 OQ0377;SPC SD S     -   143,830.      846,440.      MT  (+/- 180 meters Scaled)
 OQ0377
 OQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP387274(NAD 83)
 OQ0377
 OQ0377                          SUPERSEDED SURVEY CONTROL
 OQ0377
 OQ0377  NGVD 29 (??/??/92)  473.035  (m)         1551.95   (f) ADJ UNCH    2 0
 OQ0377
 OQ0377.Superseded values are not recommended for survey control.
 OQ0377
 OQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0377.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0377
 OQ0377_MARKER: DB = BENCH MARK DISK
 OQ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0377_STAMPING: M 147 1934
 OQ0377_MARK LOGO: CGS
 OQ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0377+STABILITY: SURFACE MOTION
 OQ0377
 OQ0377  HISTORY     - Date     Condition        Report By
 OQ0377  HISTORY     - 1934     MONUMENTED       CGS
 OQ0377
 OQ0377                          STATION DESCRIPTION
 OQ0377
 OQ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0377'0.9 MI SE FROM CANISTOTA.
 OQ0377'0.9 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0377'FROM THE STATION AT CANISTOTA, MC COOK COUNTY, 125 YARDS
 OQ0377'NORTHWEST OF CULVERT 2729, 70 YARDS NORTHWEST OF THE CROSSING
 OQ0377'OF A SECTION-LINE ROAD, 46.5 FEET SOUTHWEST OF THE SOUTHWEST
 OQ0377'RAIL, AND 1.2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 OQ0377'STANDARD DISK, STAMPED M 147 1934 AND SET IN THE TOP OF A
 OQ0377'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0193 ***********************************************************************
 OQ0193  DESIGNATION -  M 148
 OQ0193  PID         -  OQ0193
 OQ0193  STATE/COUNTY-  SD/LINCOLN
 OQ0193  COUNTRY     -  US
 OQ0193  USGS QUAD   -  CENTERVILLE (2017)
 OQ0193
 OQ0193                         *CURRENT SURVEY CONTROL
 OQ0193  ______________________________________________________________________
 OQ0193* NAD 83(1986) POSITION- 43 06 04.     (N) 096 52 33.     (W)   SCALED
 OQ0193* NAVD 88 ORTHO HEIGHT -   395.852 (meters)     1298.72  (feet) ADJUSTED
 OQ0193  ______________________________________________________________________
 OQ0193  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 OQ0193  DYNAMIC HEIGHT  -        395.738 (meters)     1298.35  (feet) COMP
 OQ0193  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 OQ0193
 OQ0193  VERT ORDER      -  SECOND    CLASS 0
 OQ0193
 OQ0193.The horizontal coordinates were scaled from a map and have
 OQ0193.an estimated accuracy of +/- 6 seconds.
 OQ0193
 OQ0193.The orthometric height was determined by differential leveling and
 OQ0193.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0193.in June 1991.
 OQ0193
 OQ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0193.GEOID18 height accuracy estimate available here.
 OQ0193
 OQ0193.Click photographs - Photos may exist for this station.
 OQ0193
 OQ0193.The dynamic height is computed by dividing the NAVD 88
 OQ0193.geopotential number by the normal gravity value computed on the
 OQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0193.degrees latitude (g = 980.6199 gals.).
 OQ0193
 OQ0193.The modeled gravity was interpolated from observed gravity values.
 OQ0193
 OQ0193;                    North         East    Units  Estimated Accuracy
 OQ0193;SPC SD S     -    91,150.      881,370.      MT  (+/- 180 meters Scaled)
 OQ0193
 OQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN728742(NAD 83)
 OQ0193
 OQ0193                          SUPERSEDED SURVEY CONTROL
 OQ0193
 OQ0193  NGVD 29 (??/??/92)  395.623  (m)         1297.97   (f) ADJ UNCH    2 0
 OQ0193
 OQ0193.Superseded values are not recommended for survey control.
 OQ0193
 OQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0193.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0193
 OQ0193_MARKER: DB = BENCH MARK DISK
 OQ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0193_STAMPING: M 148 1934
 OQ0193_MARK LOGO: CGS
 OQ0193_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0193+STABILITY: SURFACE MOTION
 OQ0193
 OQ0193  HISTORY     - Date     Condition        Report By
 OQ0193  HISTORY     - 1934     MONUMENTED       CGS
 OQ0193  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0193
 OQ0193                          STATION DESCRIPTION
 OQ0193
 OQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0193'4.4 MI E FROM CENTERVILLE.
 OQ0193'4.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0193'FROM THE STATION AT CENTERVILLE, TURNER COUNTY, 0.4 MILE
 OQ0193'EAST OF A COUNTY ROAD CROSSING, 135 FEET WEST OF MILEPOST 23,
 OQ0193'95 YARDS WEST OF A QUARTER SECTION FENCE, 45.2 FEET NORTH
 OQ0193'OF THE NORTH RAIL, AND 1.8 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 OQ0193'A STANDARD DISK, STAMPED M 148 1934 AND SET IN THE TOP OF A
 OQ0193'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OQ0193
 OQ0193                          STATION RECOVERY (1966)
 OQ0193
 OQ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0267 ***********************************************************************
 QR0267  DESIGNATION -  M 15
 QR0267  PID         -  QR0267
 QR0267  STATE/COUNTY-  SD/POTTER
 QR0267  COUNTRY     -  US
 QR0267  USGS QUAD   -  GETTYSBURG (2017)
 QR0267
 QR0267                         *CURRENT SURVEY CONTROL
 QR0267  ______________________________________________________________________
 QR0267* NAD 83(1986) POSITION- 45 00 35.4    (N) 099 57 18.6    (W)   HD_HELD2
 QR0267* NAVD 88 ORTHO HEIGHT -   628.503 (meters)     2062.01  (feet) ADJUSTED
 QR0267  ______________________________________________________________________
 QR0267  GEOID HEIGHT    -        -22.557 (meters)                     GEOID18
 QR0267  DYNAMIC HEIGHT  -        628.408 (meters)     2061.70  (feet) COMP
 QR0267  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 QR0267
 QR0267  VERT ORDER      -  FIRST     CLASS II
 QR0267
 QR0267.The horizontal coordinates were established by autonomous hand held GPS
 QR0267.observations and have an estimated accuracy of +/- 10 meters.
 QR0267
 QR0267.The orthometric height was determined by differential leveling and
 QR0267.adjusted by the NATIONAL GEODETIC SURVEY
 QR0267.in June 1991.
 QR0267
 QR0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0267.GEOID18 height accuracy estimate available here.
 QR0267
 QR0267.Click photographs - Photos may exist for this station.
 QR0267
 QR0267.The dynamic height is computed by dividing the NAVD 88
 QR0267.geopotential number by the normal gravity value computed on the
 QR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0267.degrees latitude (g = 980.6199 gals.).
 QR0267
 QR0267.The modeled gravity was interpolated from observed gravity values.
 QR0267
 QR0267;                    North         East    Units  Estimated Accuracy
 QR0267;SPC SD N     -   130,736.      603,534.      MT  (+/- 10 meters HH2 GPS)
 QR0267
 QR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2473184486(NAD 83)
 QR0267
 QR0267                          SUPERSEDED SURVEY CONTROL
 QR0267
 QR0267  NGVD 29 (??/??/92)  628.129  (m)         2060.79   (f) ADJ UNCH    1 2
 QR0267
 QR0267.Superseded values are not recommended for survey control.
 QR0267
 QR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0267.See file dsdata.pdf to determine how the superseded data were derived.
 QR0267
 QR0267_MARKER: DB = BENCH MARK DISK
 QR0267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0267_SP_SET: STEP
 QR0267_STAMPING: M 15 1926 2060.787
 QR0267_MARK LOGO: CGS
 QR0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0267+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 QR0267
 QR0267  HISTORY     - Date     Condition        Report By
 QR0267  HISTORY     - 1926     MONUMENTED       CGS
 QR0267  HISTORY     - 1973     GOOD             NGS
 QR0267  HISTORY     - 19960425 GOOD             NGS
 QR0267  HISTORY     - 20120614 GOOD             INDIV
 QR0267
 QR0267                          STATION DESCRIPTION
 QR0267
 QR0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 QR0267'AT GETTYSBURG.
 QR0267'AT GETTYSBURG, POTTER COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 QR0267'WEST ENTRANCE, IN THE TOP OF THE STONE DOORSTEP, AND 6 INCHES
 QR0267'FROM THE SOUTH END.  A STANDARD DISK, STAMPED 2060.787 M 15 1926.
 QR0267
 QR0267                          STATION RECOVERY (1973)
 QR0267
 QR0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QR0267'RECOVERED IN GOOD CONDITION.
 QR0267
 QR0267                          STATION RECOVERY (1996)
 QR0267
 QR0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0267'IN GETTYSBURG, AT THE INTERSECTION OF EXENE STREET AND LINCOLN AVENUE,
 QR0267'IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE TOP STEP AT
 QR0267'THE WEST ENTRANCE TO THE COURTHOUSE, 57.2 M (187.7 FT) NORTH OF THE
 QR0267'AVENUE CENTER, 47.1 M (154.5 FT) EAST OF THE STREET CENTER, 1.0 M (3.3
 QR0267'FT) ABOVE THE LEVEL OF THE STREET, AND 0.9 M (3.0 FT) SOUTH OF THE
 QR0267'CENTER OF A DOOR.
 QR0267
 QR0267                          STATION RECOVERY (2012)
 QR0267
 QR0267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QR0267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0952 ***********************************************************************
 NM0952  DESIGNATION -  M 151
 NM0952  PID         -  NM0952
 NM0952  STATE/COUNTY-  SD/YANKTON
 NM0952  COUNTRY     -  US
 NM0952  USGS QUAD   -  GAYVILLE (2017)
 NM0952
 NM0952                         *CURRENT SURVEY CONTROL
 NM0952  ______________________________________________________________________
 NM0952* NAD 83(1986) POSITION- 42 53 17.51   (N) 097 10 12.23   (W)   HD_HELD1
 NM0952* NAVD 88 ORTHO HEIGHT -   355.157 (meters)     1165.21  (feet) ADJUSTED
 NM0952  ______________________________________________________________________
 NM0952  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 NM0952  DYNAMIC HEIGHT  -        355.056 (meters)     1164.88  (feet) COMP
 NM0952  MODELED GRAVITY -    980,326.3   (mgal)                       NAVD 88
 NM0952
 NM0952  VERT ORDER      -  SECOND    CLASS 0
 NM0952
 NM0952.The horizontal coordinates were determined by differentially corrected
 NM0952.hand held GPS observations or other comparable positioning techniques
 NM0952.and have an estimated accuracy of +/- 3 meters.
 NM0952
 NM0952.The orthometric height was determined by differential leveling and
 NM0952.adjusted by the NATIONAL GEODETIC SURVEY
 NM0952.in June 1991.
 NM0952
 NM0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0952.GEOID18 height accuracy estimate available here.
 NM0952
 NM0952.Click photographs - Photos may exist for this station.
 NM0952
 NM0952.The dynamic height is computed by dividing the NAVD 88
 NM0952.geopotential number by the normal gravity value computed on the
 NM0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0952.degrees latitude (g = 980.6199 gals.).
 NM0952
 NM0952.The modeled gravity was interpolated from observed gravity values.
 NM0952
 NM0952;                    North         East    Units  Estimated Accuracy
 NM0952;SPC SD S     -    66,561.2     858,337.5     MT  (+/- 3 meters HH1 GPS) 
 NM0952
 NM0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4942750023(NAD 83)
 NM0952
 NM0952                          SUPERSEDED SURVEY CONTROL
 NM0952
 NM0952  NGVD 29 (??/??/92)  354.970  (m)         1164.60   (f) ADJ UNCH    2 0
 NM0952
 NM0952.Superseded values are not recommended for survey control.
 NM0952
 NM0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0952.See file dsdata.pdf to determine how the superseded data were derived.
 NM0952
 NM0952_MARKER: DB = BENCH MARK DISK
 NM0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0952_STAMPING: M 151 1934
 NM0952_MARK LOGO: CGS
 NM0952_PROJECTION: PROJECTING 13 CENTIMETERS
 NM0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0952+STABILITY: SURFACE MOTION
 NM0952
 NM0952  HISTORY     - Date     Condition        Report By
 NM0952  HISTORY     - 1934     MONUMENTED       CGS
 NM0952  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0952
 NM0952                          STATION DESCRIPTION
 NM0952
 NM0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0952'AT GAYVILLE.
 NM0952'AT GAYVILLE, 510 FEET EAST OF C.M. ST. P. AND P.R.R. STATION,
 NM0952'213 FEET EAST OF CENTERLINE OF STREET, 52.5 FEET NORTH OF
 NM0952'NORTH RAIL, 38.4 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 50 FEET
 NM0952'NORTHWEST OF SOUTHWEST CORNER OF SECTION TOOL HOUSE, 1.5 FEET
 NM0952'SOUTH OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM0952'POST 5 INCHES HIGH.
 NM0952
 NM0952                          STATION RECOVERY (1993)
 NM0952
 NM0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0952'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0231 ***********************************************************************
 QR0231  DESIGNATION -  M 16
 QR0231  PID         -  QR0231
 QR0231  STATE/COUNTY-  SD/FAULK
 QR0231  COUNTRY     -  US
 QR0231  USGS QUAD   -  FAULKTON WEST (2017)
 QR0231
 QR0231                         *CURRENT SURVEY CONTROL
 QR0231  ______________________________________________________________________
 QR0231* NAD 83(1986) POSITION- 45 02 29.     (N) 099 07 44.     (W)   SCALED
 QR0231* NAVD 88 ORTHO HEIGHT -   473.519 (meters)     1553.54  (feet) ADJUSTED
 QR0231  ______________________________________________________________________
 QR0231  GEOID HEIGHT    -        -23.611 (meters)                     GEOID18
 QR0231  DYNAMIC HEIGHT  -        473.457 (meters)     1553.33  (feet) COMP
 QR0231  MODELED GRAVITY -    980,470.0   (mgal)                       NAVD 88
 QR0231
 QR0231  VERT ORDER      -  FIRST     CLASS II
 QR0231
 QR0231.The horizontal coordinates were scaled from a map and have
 QR0231.an estimated accuracy of +/- 6 seconds.
 QR0231
 QR0231.The orthometric height was determined by differential leveling and
 QR0231.adjusted by the NATIONAL GEODETIC SURVEY
 QR0231.in July 1998.
 QR0231
 QR0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0231.GEOID18 height accuracy estimate available here.
 QR0231
 QR0231.Click photographs - Photos may exist for this station.
 QR0231
 QR0231.The dynamic height is computed by dividing the NAVD 88
 QR0231.geopotential number by the normal gravity value computed on the
 QR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0231.degrees latitude (g = 980.6199 gals.).
 QR0231
 QR0231.The modeled gravity was interpolated from observed gravity values.
 QR0231
 QR0231;                    North         East    Units  Estimated Accuracy
 QR0231;SPC SD N     -   134,610.      668,630.      MT  (+/- 180 meters Scaled)
 QR0231
 QR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ898875(NAD 83)
 QR0231
 QR0231                          SUPERSEDED SURVEY CONTROL
 QR0231
 QR0231  NAVD 88 (06/15/91)  473.535  (m)         1553.59   (f) SUPERSEDED  1 2
 QR0231  NGVD 29 (??/??/92)  473.184  (m)         1552.44   (f) ADJ UNCH    1 2
 QR0231
 QR0231.Superseded values are not recommended for survey control.
 QR0231
 QR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0231.See file dsdata.pdf to determine how the superseded data were derived.
 QR0231
 QR0231_MARKER: DB = BENCH MARK DISK
 QR0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0231_SP_SET: PARAPET
 QR0231_STAMPING: M 16 1926 1552.438
 QR0231_MARK LOGO: CGS
 QR0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0231+STABILITY: SURFACE MOTION
 QR0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0231+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 QR0231
 QR0231  HISTORY     - Date     Condition        Report By
 QR0231  HISTORY     - 1926     MONUMENTED       CGS
 QR0231  HISTORY     - 1934     GOOD             CGS
 QR0231  HISTORY     - 19960602 GOOD             NGS
 QR0231
 QR0231                          STATION DESCRIPTION
 QR0231
 QR0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0231'AT FAULKTON.
 QR0231'AT THE WEST EDGE OF FAULKTON, FAULK COUNTY, ON U.S. HIGHWAY 212,
 QR0231'JUST SOUTH OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QR0231'BRIDGE P 600, AT THE FIRST CONCRETE HIGHWAY BRIDGE WEST OF THE
 QR0231'TOWN, AT THE NORTHWEST WING WALL, AND IN THE TOP OF THE PARAPET
 QR0231'WALL.  A STANDARD DISK, STAMPED 1552.438 M 16 1926.
 QR0231
 QR0231                          STATION RECOVERY (1996)
 QR0231
 QR0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0231'0.2 KM (0.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QR0231'IN FAULKTON, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG 10TH AVENUE, IN
 QR0231'TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE NORTH CONCRETE
 QR0231'PARAPET OF A BRIDGE SPANNING SOUTH FORK SNAKE CREEK, 3.6 M (11.8 FT)
 QR0231'NORTHEAST OF THE AVENUE CENTER, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 QR0231'AVENUE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0175 ***********************************************************************
 QR0175  DESIGNATION -  M 17
 QR0175  PID         -  QR0175
 QR0175  STATE/COUNTY-  SD/EDMUNDS
 QR0175  COUNTRY     -  US
 QR0175  USGS QUAD   -  HOSMER (2017)
 QR0175
 QR0175                         *CURRENT SURVEY CONTROL
 QR0175  ______________________________________________________________________
 QR0175* NAD 83(1986) POSITION- 45 33 50.     (N) 099 27 29.     (W)   SCALED
 QR0175* NAVD 88 ORTHO HEIGHT -   582.141 (meters)     1909.91  (feet) ADJUSTED
 QR0175  ______________________________________________________________________
 QR0175  GEOID HEIGHT    -        -22.932 (meters)                     GEOID18
 QR0175  DYNAMIC HEIGHT  -        582.085 (meters)     1909.72  (feet) COMP
 QR0175  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 QR0175
 QR0175  VERT ORDER      -  FIRST     CLASS II
 QR0175
 QR0175.The horizontal coordinates were scaled from a map and have
 QR0175.an estimated accuracy of +/- 6 seconds.
 QR0175
 QR0175.The orthometric height was determined by differential leveling and
 QR0175.adjusted by the NATIONAL GEODETIC SURVEY
 QR0175.in June 1991.
 QR0175
 QR0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0175.GEOID18 height accuracy estimate available here.
 QR0175
 QR0175.Click photographs - Photos may exist for this station.
 QR0175
 QR0175.The dynamic height is computed by dividing the NAVD 88
 QR0175.geopotential number by the normal gravity value computed on the
 QR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0175.degrees latitude (g = 980.6199 gals.).
 QR0175
 QR0175.The modeled gravity was interpolated from observed gravity values.
 QR0175
 QR0175;                    North         East    Units  Estimated Accuracy
 QR0175;SPC SD N     -   192,450.      642,310.      MT  (+/- 180 meters Scaled)
 QR0175
 QR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR642456(NAD 83)
 QR0175
 QR0175                          SUPERSEDED SURVEY CONTROL
 QR0175
 QR0175.No superseded survey control is available for this station.
 QR0175
 QR0175_MARKER: DB = BENCH MARK DISK
 QR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0175_STAMPING: 1908.608 M 17 1927
 QR0175_MARK LOGO: CGS
 QR0175_PROJECTION: PROJECTING 18 CENTIMETERS
 QR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0175+STABILITY: SURFACE MOTION
 QR0175
 QR0175  HISTORY     - Date     Condition        Report By
 QR0175  HISTORY     - 1927     MONUMENTED       CGS
 QR0175  HISTORY     - 1934     GOOD             CGS
 QR0175  HISTORY     - 1974     GOOD             USGS
 QR0175
 QR0175                          STATION DESCRIPTION
 QR0175
 QR0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0175'1.2 MI SE FROM HOSMER.
 QR0175'1-1/4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0175'AND PACIFIC RAILROAD FROM HOSMER, EDMUNDS COUNTY, 74 FEET NORTH
 QR0175'OF A ROAD CROSSING, 57 FEET NORTHWEST OF A CORNER POST ON THE
 QR0175'NORTH SIDE OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER LINE
 QR0175'OF THE TRACK, AND 4 FEET FROM THE EAST RIGHT-OF-WAY FENCE.  A
 QR0175'STANDARD DISK, STAMPED 1908.608 M 17 1927 AND SET IN THE TOP OF
 QR0175'A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.  HOSMER, 1.0
 QR0175'MI. S. AND .75 MI. E. OF, NEAR THE 1/4 COR. BETWEEN SEC. 7, AND
 QR0175'18 T124N, R 71W, 74 FT. N. AND 20 FT. E. OF RD. AT R.R. CROSSING,
 QR0175'50 FT. N. OF FE COR. AND 4 FT. W. OF FE., A STANDARD TABLET
 QR0175'SET IN CONCRETE POST STAMPED M 17 1927.
 QR0175
 QR0175                          STATION RECOVERY (1974)
 QR0175
 QR0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1619 ***********************************************************************
 PU1619  DESIGNATION -  M 177 RESET
 PU1619  PID         -  PU1619
 PU1619  STATE/COUNTY-  SD/LAWRENCE
 PU1619  COUNTRY     -  US
 PU1619  USGS QUAD   -  NAHANT (2017)
 PU1619
 PU1619                         *CURRENT SURVEY CONTROL
 PU1619  ______________________________________________________________________
 PU1619* NAD 83(1986) POSITION- 44 13 45.     (N) 103 47 19.     (W)   SCALED
 PU1619* NAVD 88 ORTHO HEIGHT -  1848.78  (+/-2cm)     6065.5   (feet) VERTCON3
 PU1619  ______________________________________________________________________
 PU1619  GEOID HEIGHT    -        -13.149 (meters)                     GEOID18
 PU1619  VERT ORDER      -  THIRD (See Below)
 PU1619
 PU1619.The horizontal coordinates were scaled from a map and have
 PU1619.an estimated accuracy of +/- 6 seconds.
 PU1619
 PU1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1619
 PU1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1619.GEOID18 height accuracy estimate available here.
 PU1619
 PU1619.The vertical order pertains to the NGVD 29 superseded value.
 PU1619
 PU1619.Click photographs - Photos may exist for this station.
 PU1619
 PU1619;                    North         East    Units  Estimated Accuracy
 PU1619;SPC SD N     -    51,070.      297,400.      MT  (+/- 180 meters Scaled)
 PU1619
 PU1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ967980(NAD 83)
 PU1619
 PU1619                          SUPERSEDED SURVEY CONTROL
 PU1619
 PU1619  NGVD 29 (04/17/07) 1848.10   (m)         6063.3    (f) RESET       3  
 PU1619
 PU1619.Superseded values are not recommended for survey control.
 PU1619
 PU1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1619.See file dsdata.pdf to determine how the superseded data were derived.
 PU1619
 PU1619_MARKER: DB = BENCH MARK DISK
 PU1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1619_STAMPING: M 177 1934 RESET 1962
 PU1619_MARK LOGO: CGS
 PU1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1619+STABILITY: SURFACE MOTION
 PU1619
 PU1619  HISTORY     - Date     Condition        Report By
 PU1619  HISTORY     - 1962     MONUMENTED       CGS
 PU1619
 PU1619                          STATION DESCRIPTION
 PU1619
 PU1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1619'0.8 MI SE FROM DUMONT.
 PU1619'0.8 MILE SOUTHEAST ON THE C.B. AND Q. RAILROAD FROM THE STATION AT
 PU1619'DUMONT, 0.3 MILE SOUTHEAST OF MILEPOST NO. 3 AT A PRIVATE ROAD
 PU1619'CROSSING, 35.4 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 PU1619'29 FEET NORTHEAST OF THE NORTHEAST RAIL, 14 FEET SOUTHEAST OF THE
 PU1619'CENTER LINE OF A PRIVATE ROAD, 3.3 FEET SOUTHEAST OF A TELEPHONE
 PU1619'POLE, 3 FEET HIGHER THAN THE TRACK, 2.2 FEET SOUTHWEST OF A
 PU1619'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PU1619'FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0567 ***********************************************************************
 OT0567  DESIGNATION -  M 178
 OT0567  PID         -  OT0567
 OT0567  STATE/COUNTY-  SD/CUSTER
 OT0567  COUNTRY     -  US
 OT0567  USGS QUAD   -  PRINGLE (2017)
 OT0567
 OT0567                         *CURRENT SURVEY CONTROL
 OT0567  ______________________________________________________________________
 OT0567* NAD 83(1986) POSITION- 43 36 24.13   (N) 103 36 56.69   (W)   HD_HELD1
 OT0567* NAVD 88 ORTHO HEIGHT -  1504.212 (meters)     4935.07  (feet) ADJUSTED
 OT0567  ______________________________________________________________________
 OT0567  GEOID HEIGHT    -        -14.234 (meters)                     GEOID18
 OT0567  DYNAMIC HEIGHT  -       1503.534 (meters)     4932.84  (feet) COMP
 OT0567  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 OT0567
 OT0567  VERT ORDER      -  FIRST     CLASS II
 OT0567
 OT0567.The horizontal coordinates were determined by differentially corrected
 OT0567.hand held GPS observations or other comparable positioning techniques
 OT0567.and have an estimated accuracy of +/- 3 meters.
 OT0567
 OT0567.The orthometric height was determined by differential leveling and
 OT0567.adjusted by the NATIONAL GEODETIC SURVEY
 OT0567.in October 1997.
 OT0567
 OT0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0567.GEOID18 height accuracy estimate available here.
 OT0567
 OT0567.Click photographs - Photos may exist for this station.
 OT0567
 OT0567.The dynamic height is computed by dividing the NAVD 88
 OT0567.geopotential number by the normal gravity value computed on the
 OT0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0567.degrees latitude (g = 980.6199 gals.).
 OT0567
 OT0567.The modeled gravity was interpolated from observed gravity values.
 OT0567
 OT0567;                    North         East    Units  Estimated Accuracy
 OT0567;SPC SD S     -   146,695.4     335,090.9     MT  (+/- 3 meters HH1 GPS) 
 OT0567
 OT0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1171229122(NAD 83)
 OT0567
 OT0567                          SUPERSEDED SURVEY CONTROL
 OT0567
 OT0567  NAVD 88 (06/15/91) 1504.194  (m)         4935.01   (f) SUPERSEDED  1 2
 OT0567  NGVD 29 (??/??/92) 1503.588  (m)         4933.02   (f) ADJ UNCH    1 2
 OT0567
 OT0567.Superseded values are not recommended for survey control.
 OT0567
 OT0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0567.See file dsdata.pdf to determine how the superseded data were derived.
 OT0567
 OT0567_MARKER: DB = BENCH MARK DISK
 OT0567_SETTING: 66 = SET IN ROCK OUTCROP
 OT0567_STAMPING: M 178 1934
 OT0567_MARK LOGO: CGS
 OT0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0567+STABILITY: POSITION/ELEVATION WELL
 OT0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0567+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0567
 OT0567  HISTORY     - Date     Condition        Report By
 OT0567  HISTORY     - 1934     MONUMENTED       CGS
 OT0567  HISTORY     - 19950410 GOOD             NGS
 OT0567
 OT0567                          STATION DESCRIPTION
 OT0567
 OT0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0567'1.4 MI W FROM PRINGLE.
 OT0567'1.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0567'RAILROAD FROM THE STATION PRINGLE, CUSTER COUNTY, ABOUT 17 RAILS
 OT0567'SOUTHWEST OF MILEPOST 31, 18.3 FEET NORTHWEST OF THE NORTHWEST
 OT0567'RAIL, IN THE TOP OF A LIMESTONE OUTCROP, 4.0 FEET WEST OF THE
 OT0567'WEST EDGE OF A LARGE HOLE IN THE ROCK, AND ABOUT LEVEL WITH THE
 OT0567'TRACK.  A STANDARD DISK, STAMPED M 178 1934.
 OT0567
 OT0567                          STATION RECOVERY (1995)
 OT0567
 OT0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0567'0.2 KM (0.10 MI) WESTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 OT0567'IN PRINGLE, THENCE 2.1 KM (1.30 MI) SOUTHWESTERLY ALONG A GRAVELED
 OT0567'ROAD, NEAR THE EAST END OF A 12 BY 20-FOOT AREA OF OUTCROPPING BEDROCK
 OT0567'THAT IS LEVEL WITH THE GROUND SURFACE, 212.0 M (695.5 FT) NORTH OF THE
 OT0567'CENTER OF A GRAVELED ROAD LEADING TO A MINE, 44.4 M (145.7 FT) EAST OF
 OT0567'THE ROAD CENTER, 17.3 M (56.8 FT) WEST OF A UTILITY POLE WITH A GUY
 OT0567'CABLE, 6.4 M (21.0 FT) WEST OF THE CENTER OF A RAILROAD GRADE (TRACK
 OT0567'REMOVED), AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0346 ***********************************************************************
 OS0346  DESIGNATION -  M 18
 OS0346  PID         -  OS0346
 OS0346  STATE/COUNTY-  SD/BENNETT
 OS0346  COUNTRY     -  US
 OS0346  USGS QUAD   -  MARTIN SW (2017)
 OS0346
 OS0346                         *CURRENT SURVEY CONTROL
 OS0346  ______________________________________________________________________
 OS0346* NAD 83(1986) POSITION- 43 06 30.     (N) 101 42 44.     (W)   SCALED
 OS0346* NAVD 88 ORTHO HEIGHT -   965.323 (meters)     3167.06  (feet) ADJUSTED
 OS0346  ______________________________________________________________________
 OS0346  GEOID HEIGHT    -        -19.651 (meters)                     GEOID18
 OS0346  DYNAMIC HEIGHT  -        964.911 (meters)     3165.71  (feet) COMP
 OS0346  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 OS0346
 OS0346  VERT ORDER      -  SECOND    CLASS 0
 OS0346
 OS0346.The horizontal coordinates were scaled from a map and have
 OS0346.an estimated accuracy of +/- 6 seconds.
 OS0346
 OS0346.The orthometric height was determined by differential leveling and
 OS0346.adjusted by the NATIONAL GEODETIC SURVEY
 OS0346.in June 1991.
 OS0346
 OS0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0346.GEOID18 height accuracy estimate available here.
 OS0346
 OS0346.Click photographs - Photos may exist for this station.
 OS0346
 OS0346.The dynamic height is computed by dividing the NAVD 88
 OS0346.geopotential number by the normal gravity value computed on the
 OS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0346.degrees latitude (g = 980.6199 gals.).
 OS0346
 OS0346.The modeled gravity was interpolated from observed gravity values.
 OS0346
 OS0346;                    North         East    Units  Estimated Accuracy
 OS0346;SPC SD S     -    87,030.      487,770.      MT  (+/- 180 meters Scaled)
 OS0346
 OS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN793764(NAD 83)
 OS0346
 OS0346                          SUPERSEDED SURVEY CONTROL
 OS0346
 OS0346  NGVD 29 (??/??/92)  964.883  (m)         3165.62   (f) ADJ UNCH    2 0
 OS0346
 OS0346.Superseded values are not recommended for survey control.
 OS0346
 OS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0346.See file dsdata.pdf to determine how the superseded data were derived.
 OS0346
 OS0346_MARKER: DB = BENCH MARK DISK
 OS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0346_STAMPING: M 18 1934
 OS0346_MARK LOGO: CGS
 OS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0346+STABILITY: SURFACE MOTION
 OS0346
 OS0346  HISTORY     - Date     Condition        Report By
 OS0346  HISTORY     - 1934     MONUMENTED       CGS
 OS0346
 OS0346                          STATION DESCRIPTION
 OS0346
 OS0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0346'5.5 MI S FROM MARTIN.
 OS0346'5.5 MILES SOUTH ALONG STATE HIGHWAY 73 FROM MARTIN, BENNETT
 OS0346'COUNTY, 27 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD
 OS0346'LEADING EAST, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 OS0346'AND 3 FEET EAST OF A RIGHT-OF-WAY POST.  A STANDARD DISK, STAMPED
 OS0346'M 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1679 ***********************************************************************
 PU1679  DESIGNATION -  M 183
 PU1679  PID         -  PU1679
 PU1679  STATE/COUNTY-  SD/LAWRENCE
 PU1679  COUNTRY     -  US
 PU1679  USGS QUAD   -  SAVOY (2017)
 PU1679
 PU1679                         *CURRENT SURVEY CONTROL
 PU1679  ______________________________________________________________________
 PU1679* NAD 83(1986) POSITION- 44 15 07.     (N) 103 55 26.     (W)   SCALED
 PU1679* NAVD 88 ORTHO HEIGHT -  1749.987 (meters)     5741.42  (feet) ADJUSTED
 PU1679  ______________________________________________________________________
 PU1679  GEOID HEIGHT    -        -12.993 (meters)                     GEOID18
 PU1679  DYNAMIC HEIGHT  -       1749.205 (meters)     5738.85  (feet) COMP
 PU1679  MODELED GRAVITY -    980,107.6   (mgal)                       NAVD 88
 PU1679
 PU1679  VERT ORDER      -  SECOND    CLASS 0
 PU1679
 PU1679.The horizontal coordinates were scaled from a map and have
 PU1679.an estimated accuracy of +/- 6 seconds.
 PU1679
 PU1679.The orthometric height was determined by differential leveling and
 PU1679.adjusted by the NATIONAL GEODETIC SURVEY
 PU1679.in June 1991.
 PU1679
 PU1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1679.GEOID18 height accuracy estimate available here.
 PU1679
 PU1679.Click photographs - Photos may exist for this station.
 PU1679
 PU1679.The dynamic height is computed by dividing the NAVD 88
 PU1679.geopotential number by the normal gravity value computed on the
 PU1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1679.degrees latitude (g = 980.6199 gals.).
 PU1679
 PU1679.The modeled gravity was interpolated from observed gravity values.
 PU1679
 PU1679;                    North         East    Units  Estimated Accuracy
 PU1679;SPC SD N     -    54,110.      286,730.      MT  (+/- 180 meters Scaled)
 PU1679
 PU1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK859004(NAD 83)
 PU1679
 PU1679                          SUPERSEDED SURVEY CONTROL
 PU1679
 PU1679  NGVD 29 (??/??/92) 1749.321  (m)         5739.23   (f) ADJ UNCH    2 0
 PU1679
 PU1679.Superseded values are not recommended for survey control.
 PU1679
 PU1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1679.See file dsdata.pdf to determine how the superseded data were derived.
 PU1679
 PU1679_MARKER: DB = BENCH MARK DISK
 PU1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1679_STAMPING: M 183 1934
 PU1679_MARK LOGO: CGS
 PU1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1679+STABILITY: SURFACE MOTION
 PU1679
 PU1679  HISTORY     - Date     Condition        Report By
 PU1679  HISTORY     - 1934     MONUMENTED       CGS
 PU1679  HISTORY     - 1955     GOOD             CGS
 PU1679
 PU1679                          STATION DESCRIPTION
 PU1679
 PU1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PU1679'12.6 MI SW FROM LEAD.
 PU1679'12.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1679'COUNTY, 4.8 MILES WEST OF CHEYENNE CROSSING, HEAR THE SOUTH
 PU1679'END OF AN OPEN GRASSY AREA, AND 34 FEET EAST OF THE CENTERLINE
 PU1679'OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 183 1934 AND SET
 PU1679'IN THE TOP OF A CONCRETE POST.  89 FEET WEST OF SLIGHT BEND
 PU1679'OF CREEK, 50 FEET EAST OF NEW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0228 ***********************************************************************
 QQ0228  DESIGNATION -  M 19
 QQ0228  PID         -  QQ0228
 QQ0228  STATE/COUNTY-  SD/DAY
 QQ0228  COUNTRY     -  US
 QQ0228  USGS QUAD   -  WAUBAY (2017)
 QQ0228
 QQ0228                         *CURRENT SURVEY CONTROL
 QQ0228  ______________________________________________________________________
 QQ0228* NAD 83(1986) POSITION- 45 19 23.     (N) 097 21 29.     (W)   SCALED
 QQ0228* NAVD 88 ORTHO HEIGHT -   551.827 (meters)     1810.45  (feet) ADJUSTED
 QQ0228  ______________________________________________________________________
 QQ0228  GEOID HEIGHT    -        -25.111 (meters)                     GEOID18
 QQ0228  DYNAMIC HEIGHT  -        551.763 (meters)     1810.24  (feet) COMP
 QQ0228  MODELED GRAVITY -    980,483.0   (mgal)                       NAVD 88
 QQ0228
 QQ0228  VERT ORDER      -  FIRST     CLASS II
 QQ0228
 QQ0228.The horizontal coordinates were scaled from a map and have
 QQ0228.an estimated accuracy of +/- 6 seconds.
 QQ0228
 QQ0228.The orthometric height was determined by differential leveling and
 QQ0228.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0228.in June 1991.
 QQ0228
 QQ0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0228.GEOID18 height accuracy estimate available here.
 QQ0228
 QQ0228.Click photographs - Photos may exist for this station.
 QQ0228
 QQ0228.The dynamic height is computed by dividing the NAVD 88
 QQ0228.geopotential number by the normal gravity value computed on the
 QQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0228.degrees latitude (g = 980.6199 gals.).
 QQ0228
 QQ0228.The modeled gravity was interpolated from observed gravity values.
 QQ0228
 QQ0228;                    North         East    Units  Estimated Accuracy
 QQ0228;SPC SD N     -   168,920.      807,090.      MT  (+/- 180 meters Scaled)
 QQ0228
 QQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR286201(NAD 83)
 QQ0228
 QQ0228                          SUPERSEDED SURVEY CONTROL
 QQ0228
 QQ0228  NGVD 29 (??/??/92)  551.545  (m)         1809.53   (f) ADJ UNCH    1 2
 QQ0228
 QQ0228.Superseded values are not recommended for survey control.
 QQ0228
 QQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0228.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0228
 QQ0228_MARKER: DB = BENCH MARK DISK
 QQ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0228_STAMPING: M 19 1931 1809.527
 QQ0228_MARK LOGO: CGS
 QQ0228_PROJECTION: FLUSH
 QQ0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0228+STABILITY: SURFACE MOTION
 QQ0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0228+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0228
 QQ0228  HISTORY     - Date     Condition        Report By
 QQ0228  HISTORY     - 1931     MONUMENTED       CGS
 QQ0228  HISTORY     - 19970314 GOOD             NGS
 QQ0228
 QQ0228                          STATION DESCRIPTION
 QQ0228
 QQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0228'2.7 MI W FROM WAUBAY.
 QQ0228'2.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0228'RAILROAD FROM WAUBAY, DAY COUNTY, 575 FEET WEST OF A ROAD
 QQ0228'CROSSING, AND 93 FEET NORTH OF THE CENTER LINE OF THE NORTH
 QQ0228'TRACK.  A STANDARD DISK, STAMPED 1809.527 M 19 1931 AND SET IN
 QQ0228'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QQ0228
 QQ0228                          STATION RECOVERY (1997)
 QQ0228
 QQ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0228'10.7 KM (6.65 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0228'STATE HIGHWAY 25 IN WEBSTER, THENCE 3.1 KM (1.90 MI) SOUTHERLY ALONG A
 QQ0228'GRAVELED ROAD, 30.6 M (100.4 FT) NORTHEAST OF A UTILITY POLE, 185.6 M
 QQ0228'(608.9 FT) WEST OF THE ROAD CENTER, 27.5 M (90.2 FT) NORTH OF THE NEAR
 QQ0228'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 22.6 M (74.1 FT) NORTHWEST
 QQ0228'OF A UTILITY POLE, 2.0 M (6.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 QQ0228'BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 QQ0228'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0317 ***********************************************************************
 QT0317  DESIGNATION -  M 2 B 1
 QT0317  PID         -  QT0317
 QT0317  STATE/COUNTY-  SD/BUTTE
 QT0317  COUNTRY     -  US
 QT0317  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0317
 QT0317                         *CURRENT SURVEY CONTROL
 QT0317  ______________________________________________________________________
 QT0317* NAD 83(1986) POSITION- 45 02 05.     (N) 103 53 06.     (W)   SCALED
 QT0317* NAVD 88 ORTHO HEIGHT -   973.634 (meters)     3194.33  (feet) ADJUSTED
 QT0317  ______________________________________________________________________
 QT0317  GEOID HEIGHT    -        -15.862 (meters)                     GEOID18
 QT0317  DYNAMIC HEIGHT  -        973.379 (meters)     3193.49  (feet) COMP
 QT0317  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 QT0317
 QT0317  VERT ORDER      -  SECOND    CLASS 0
 QT0317
 QT0317.The horizontal coordinates were scaled from a map and have
 QT0317.an estimated accuracy of +/- 6 seconds.
 QT0317
 QT0317.The orthometric height was determined by differential leveling and
 QT0317.adjusted by the NATIONAL GEODETIC SURVEY
 QT0317.in June 1991.
 QT0317
 QT0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0317.GEOID18 height accuracy estimate available here.
 QT0317
 QT0317.Click photographs - Photos may exist for this station.
 QT0317
 QT0317.The dynamic height is computed by dividing the NAVD 88
 QT0317.geopotential number by the normal gravity value computed on the
 QT0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0317.degrees latitude (g = 980.6199 gals.).
 QT0317
 QT0317.The modeled gravity was interpolated from observed gravity values.
 QT0317
 QT0317;                    North         East    Units  Estimated Accuracy
 QT0317;SPC SD N     -   140,850.      294,000.      MT  (+/- 180 meters Scaled)
 QT0317
 QT0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK878874(NAD 83)
 QT0317
 QT0317                          SUPERSEDED SURVEY CONTROL
 QT0317
 QT0317  NGVD 29 (??/??/92)  973.14   (m)         3192.7    (f) COMPUTED    2 0
 QT0317
 QT0317.Superseded values are not recommended for survey control.
 QT0317
 QT0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0317.See file dsdata.pdf to determine how the superseded data were derived.
 QT0317
 QT0317_MARKER: Z = SEE DESCRIPTION
 QT0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0317_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0317
 QT0317  HISTORY     - Date     Condition        Report By
 QT0317  HISTORY     - UNK      MONUMENTED       USAF
 QT0317  HISTORY     - 1962     GOOD             CGS
 QT0317
 QT0317                          STATION DESCRIPTION
 QT0317
 QT0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0317'25.5 MI N FROM BELLE FOURCHE.
 QT0317'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0317'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 12.75
 QT0317'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST ACROSS
 QT0317'COUNTRY AND ON THE EAST SLOP OF A LONG LOW RIDGE, THE CENTER
 QT0317'OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 QT0317'PROJECTING 4 FEET.  THE ROD WAS HELD ON THE TOP SURFACE OF THE
 QT0317'TRIBACH OVER THE CENTER HOLE.  THERE IS NO STAMPING ON THIS
 QT0317'MARK.  A USAF MONOLITH AZ.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0318 ***********************************************************************
 QT0318  DESIGNATION -  M 2 B 2
 QT0318  PID         -  QT0318
 QT0318  STATE/COUNTY-  SD/BUTTE
 QT0318  COUNTRY     -  US
 QT0318  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0318
 QT0318                         *CURRENT SURVEY CONTROL
 QT0318  ______________________________________________________________________
 QT0318* NAD 83(1986) POSITION- 45 02 08.     (N) 103 53 20.     (W)   SCALED
 QT0318* NAVD 88 ORTHO HEIGHT -   975.588 (meters)     3200.74  (feet) ADJUSTED
 QT0318  ______________________________________________________________________
 QT0318  GEOID HEIGHT    -        -15.858 (meters)                     GEOID18
 QT0318  DYNAMIC HEIGHT  -        975.333 (meters)     3199.91  (feet) COMP
 QT0318  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 QT0318
 QT0318  VERT ORDER      -  SECOND    CLASS 0
 QT0318
 QT0318.The horizontal coordinates were scaled from a map and have
 QT0318.an estimated accuracy of +/- 6 seconds.
 QT0318
 QT0318.The orthometric height was determined by differential leveling and
 QT0318.adjusted by the NATIONAL GEODETIC SURVEY
 QT0318.in June 1991.
 QT0318
 QT0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0318.GEOID18 height accuracy estimate available here.
 QT0318
 QT0318.Click photographs - Photos may exist for this station.
 QT0318
 QT0318.The dynamic height is computed by dividing the NAVD 88
 QT0318.geopotential number by the normal gravity value computed on the
 QT0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0318.degrees latitude (g = 980.6199 gals.).
 QT0318
 QT0318.The modeled gravity was interpolated from observed gravity values.
 QT0318
 QT0318;                    North         East    Units  Estimated Accuracy
 QT0318;SPC SD N     -   140,950.      293,700.      MT  (+/- 180 meters Scaled)
 QT0318
 QT0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK875875(NAD 83)
 QT0318
 QT0318                          SUPERSEDED SURVEY CONTROL
 QT0318
 QT0318  NGVD 29 (??/??/92)  975.09   (m)         3199.1    (f) COMPUTED    2 0
 QT0318
 QT0318.Superseded values are not recommended for survey control.
 QT0318
 QT0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0318.See file dsdata.pdf to determine how the superseded data were derived.
 QT0318
 QT0318_MARKER: Z = SEE DESCRIPTION
 QT0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0318_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0318
 QT0318  HISTORY     - Date     Condition        Report By
 QT0318  HISTORY     - UNK      MONUMENTED       USAF
 QT0318  HISTORY     - 1962     GOOD             CGS
 QT0318
 QT0318                          STATION DESCRIPTION
 QT0318
 QT0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0318'25.7 MI N FROM BELLE FOURCHE.
 QT0318'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0318'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 QT0318'12.75 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILES WEST
 QT0318'ACROSS COUNTRY TO M 2 B 1, THENCE 0.2 MILE NORTH ACROSS COUNTRY,
 QT0318'AT THE FOOT OF THE EAST SLOP OF A LONG LOW RIDGE, THE CENTER
 QT0318'OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 QT0318'PROJECTING 4 FEET.  THE ROD WAS HELD ON THE TOP OF THE TRIBACH
 QT0318'OVER THE CENTER HOLE.  THERE IS NO STAMPING ON THIS MARK.  A
 QT0318'USAF MONOLITH AZ.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0058 ***********************************************************************
 QR0058  DESIGNATION -  M 20
 QR0058  PID         -  QR0058
 QR0058  STATE/COUNTY-  SD/BROWN
 QR0058  COUNTRY     -  US
 QR0058  USGS QUAD   -  BATH (2017)
 QR0058
 QR0058                         *CURRENT SURVEY CONTROL
 QR0058  ______________________________________________________________________
 QR0058* NAD 83(1986) POSITION- 45 27 58.     (N) 098 19 26.     (W)   SCALED
 QR0058* NAVD 88 ORTHO HEIGHT -   397.237 (meters)     1303.27  (feet) ADJUSTED
 QR0058  ______________________________________________________________________
 QR0058  GEOID HEIGHT    -        -24.662 (meters)                     GEOID18
 QR0058  DYNAMIC HEIGHT  -        397.207 (meters)     1303.17  (feet) COMP
 QR0058  MODELED GRAVITY -    980,527.8   (mgal)                       NAVD 88
 QR0058
 QR0058  VERT ORDER      -  FIRST     CLASS II
 QR0058
 QR0058.The horizontal coordinates were scaled from a map and have
 QR0058.an estimated accuracy of +/- 6 seconds.
 QR0058
 QR0058.The orthometric height was determined by differential leveling and
 QR0058.adjusted by the NATIONAL GEODETIC SURVEY
 QR0058.in June 1991.
 QR0058
 QR0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0058.GEOID18 height accuracy estimate available here.
 QR0058
 QR0058.Click photographs - Photos may exist for this station.
 QR0058
 QR0058.The dynamic height is computed by dividing the NAVD 88
 QR0058.geopotential number by the normal gravity value computed on the
 QR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0058.degrees latitude (g = 980.6199 gals.).
 QR0058
 QR0058.The modeled gravity was interpolated from observed gravity values.
 QR0058
 QR0058;                    North         East    Units  Estimated Accuracy
 QR0058;SPC SD N     -   182,800.      731,070.      MT  (+/- 180 meters Scaled)
 QR0058
 QR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR528349(NAD 83)
 QR0058
 QR0058                          SUPERSEDED SURVEY CONTROL
 QR0058
 QR0058  NGVD 29 (??/??/92)  396.944  (m)         1302.31   (f) ADJ UNCH    1 2
 QR0058
 QR0058.Superseded values are not recommended for survey control.
 QR0058
 QR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0058.See file dsdata.pdf to determine how the superseded data were derived.
 QR0058
 QR0058_MARKER: DB = BENCH MARK DISK
 QR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0058_STAMPING: M 20 1931 1302.307
 QR0058_MARK LOGO: CGS
 QR0058_PROJECTION: PROJECTING 3 CENTIMETERS
 QR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0058+STABILITY: SURFACE MOTION
 QR0058
 QR0058  HISTORY     - Date     Condition        Report By
 QR0058  HISTORY     - 1931     MONUMENTED       CGS
 QR0058  HISTORY     - 1957     GOOD             CGS
 QR0058  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0058
 QR0058                          STATION DESCRIPTION
 QR0058
 QR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QR0058'AT BATH.
 QR0058'AT BATH, BROWN COUNTY, 131.6 FEET WEST OF THE WEST END OF THE
 QR0058'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AND
 QR0058'97.6 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK.  A
 QR0058'STANDARD DISK STAMPED 1302.307 M 20 1931 AND SET IN THE TOP OF A
 QR0058'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  NOTE-- ONE
 QR0058'TRACK HAS BEEN TAKEN OUT.  MARK IS 110.6 FT SOUTH OF THE REMAINING
 QR0058'TRACK.
 QR0058
 QR0058                          STATION RECOVERY (1997)
 QR0058
 QR0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0058'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0509 ***********************************************************************
 QS0509  DESIGNATION -  M 20
 QS0509  PID         -  QS0509
 QS0509  STATE/COUNTY-  SD/ZIEBACH
 QS0509  COUNTRY     -  US
 QS0509  USGS QUAD   -  DUPREE NE (2017)
 QS0509
 QS0509                         *CURRENT SURVEY CONTROL
 QS0509  ______________________________________________________________________
 QS0509* NAD 83(1986) POSITION- 45 08 23.     (N) 101 34 08.     (W)   SCALED
 QS0509* NAVD 88 ORTHO HEIGHT -   724.032 (meters)     2375.43  (feet) ADJUSTED
 QS0509  ______________________________________________________________________
 QS0509  GEOID HEIGHT    -        -20.539 (meters)                     GEOID18
 QS0509  DYNAMIC HEIGHT  -        723.897 (meters)     2374.99  (feet) COMP
 QS0509  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 QS0509
 QS0509  VERT ORDER      -  FIRST     CLASS II
 QS0509
 QS0509.The horizontal coordinates were scaled from a map and have
 QS0509.an estimated accuracy of +/- 6 seconds.
 QS0509
 QS0509.The orthometric height was determined by differential leveling and
 QS0509.adjusted by the NATIONAL GEODETIC SURVEY
 QS0509.in June 1991.
 QS0509
 QS0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0509.GEOID18 height accuracy estimate available here.
 QS0509
 QS0509.Click photographs - Photos may exist for this station.
 QS0509
 QS0509.The dynamic height is computed by dividing the NAVD 88
 QS0509.geopotential number by the normal gravity value computed on the
 QS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0509.degrees latitude (g = 980.6199 gals.).
 QS0509
 QS0509.The modeled gravity was interpolated from observed gravity values.
 QS0509
 QS0509;                    North         East    Units  Estimated Accuracy
 QS0509;SPC SD N     -   146,370.      476,610.      MT  (+/- 180 meters Scaled)
 QS0509
 QS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR980016(NAD 83)
 QS0509
 QS0509                          SUPERSEDED SURVEY CONTROL
 QS0509
 QS0509  NGVD 29 (??/??/92)  723.512  (m)         2373.72   (f) ADJ UNCH    1 2
 QS0509
 QS0509.Superseded values are not recommended for survey control.
 QS0509
 QS0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0509.See file dsdata.pdf to determine how the superseded data were derived.
 QS0509
 QS0509_MARKER: DB = BENCH MARK DISK
 QS0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0509_STAMPING: M 20 1933
 QS0509_MARK LOGO: CGS
 QS0509_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0509+STABILITY: SURFACE MOTION
 QS0509
 QS0509  HISTORY     - Date     Condition        Report By
 QS0509  HISTORY     - 1933     MONUMENTED       CGS
 QS0509  HISTORY     - 1934     GOOD             CGS
 QS0509  HISTORY     - 1985     GOOD             NGS
 QS0509
 QS0509                          STATION DESCRIPTION
 QS0509
 QS0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0509'8.1 MI N FROM DUPREE.
 QS0509'8.1 MILES NORTH ALONG STATE HIGHWAY 65 FROM DUPREE, ZIEBACH
 QS0509'COUNTY, ABOUT 0.2 MILE NORTH OF A FARMHOUSE ON THE EAST SIDE
 QS0509'OF THE HIGHWAY, AT A SECTION CORNER, 63 FEET WEST OF THE CENTER
 QS0509'LINE OF THE HIGHWAY, AND 63 FEET SOUTH OF THE SECTION-LINE
 QS0509'FENCE.  A STANDARD DISK, STAMPED M 20 1933 AND SET IN THE TOP
 QS0509'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0509
 QS0509                          STATION RECOVERY (1934)
 QS0509
 QS0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0509'RECOVERED IN GOOD CONDITION.
 QS0509
 QS0509                          STATION RECOVERY (1985)
 QS0509
 QS0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0509'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 2.88 KM (1.79
 QS0509'MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 QS0509'DUPREE, THENCE 9.76 KM (6.07 MI) NORTH ALONG STATE HIGHWAY 65, IN THE
 QS0509'SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING WEST ALONG
 QS0509'A SECTION LINE, 20.1 METERS (66 FT) WEST OF THE HIGHWAY CENTERLINE,
 QS0509'19.2 METERS (63 FT) SOUTH OF THE CENTER OF THE TRACK ROAD, 71.3 METERS
 QS0509'(234 FT) NORTHWEST OF MILEPOST 170, 17.3 METERS (56.6 FT) SOUTHWEST OF
 QS0509'THE NORTHEAST WOODEN POST BRACED CORNER OF THE RIGHT-OF-WAY FENCE,
 QS0509'8.8 METERS (29 FT) NORTH OF THE EAST-WEST FENCE AND 7.6 METERS (25 FT)
 QS0509'WEST OF THE RIGHT-OF-WAY FENCE.
 QS0509'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0509'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0843 ***********************************************************************
 PT0843  DESIGNATION -  M 21
 PT0843  PID         -  PT0843
 PT0843  STATE/COUNTY-  SD/HAAKON
 PT0843  COUNTRY     -  US
 PT0843  USGS QUAD   -  RATTLESNAKE LAKE SE (2017)
 PT0843
 PT0843                         *CURRENT SURVEY CONTROL
 PT0843  ______________________________________________________________________
 PT0843* NAD 83(1986) POSITION- 44 31 51.     (N) 101 32 52.     (W)   SCALED
 PT0843* NAVD 88 ORTHO HEIGHT -   676.128 (meters)     2218.26  (feet) ADJUSTED
 PT0843  ______________________________________________________________________
 PT0843  GEOID HEIGHT    -        -21.266 (meters)                     GEOID18
 PT0843  DYNAMIC HEIGHT  -        675.976 (meters)     2217.76  (feet) COMP
 PT0843  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 PT0843
 PT0843  VERT ORDER      -  FIRST     CLASS II
 PT0843
 PT0843.The horizontal coordinates were scaled from a map and have
 PT0843.an estimated accuracy of +/- 6 seconds.
 PT0843
 PT0843.The orthometric height was determined by differential leveling and
 PT0843.adjusted by the NATIONAL GEODETIC SURVEY
 PT0843.in June 1991.
 PT0843
 PT0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0843.GEOID18 height accuracy estimate available here.
 PT0843
 PT0843.Click photographs - Photos may exist for this station.
 PT0843
 PT0843.The dynamic height is computed by dividing the NAVD 88
 PT0843.geopotential number by the normal gravity value computed on the
 PT0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0843.degrees latitude (g = 980.6199 gals.).
 PT0843
 PT0843.The modeled gravity was interpolated from observed gravity values.
 PT0843
 PT0843;                    North         East    Units  Estimated Accuracy
 PT0843;SPC SD S     -   244,840.      503,470.      MT  (+/- 180 meters Scaled)
 PT0843
 PT0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ975339(NAD 83)
 PT0843
 PT0843                          SUPERSEDED SURVEY CONTROL
 PT0843
 PT0843  NGVD 29 (??/??/92)  675.687  (m)         2216.82   (f) ADJ UNCH    1 2
 PT0843
 PT0843.Superseded values are not recommended for survey control.
 PT0843
 PT0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0843.See file dsdata.pdf to determine how the superseded data were derived.
 PT0843
 PT0843_MARKER: DB = BENCH MARK DISK
 PT0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0843_STAMPING: M 21 1933
 PT0843_MARK LOGO: CGS
 PT0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0843+STABILITY: SURFACE MOTION
 PT0843
 PT0843  HISTORY     - Date     Condition        Report By
 PT0843  HISTORY     - 1933     MONUMENTED       CGS
 PT0843  HISTORY     - 1934     GOOD             CGS
 PT0843
 PT0843                          STATION DESCRIPTION
 PT0843
 PT0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0843'9.4 MI S FROM CHERRY CREEK.
 PT0843'IN HAAKON COUNTY, ABOUT 9.4 MILES SOUTH ALONG THE MILESVILLE ROAD
 PT0843'FROM CHERRY CREEK, ZIEBACH COUNTY, ABOUT 11.6 MILES NORTHEAST
 PT0843'OF MILESVILLE, HAAKON COUNTY, AT A NORTH-AND-SOUTH HALF-SECTION
 PT0843'LINE, AND 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A
 PT0843'STANDARD DISK, STAMPED M 21 1933 AND SET IN THE TOP OF A CONCRETE
 PT0843'POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 PT0843
 PT0843                          STATION RECOVERY (1934)
 PT0843
 PT0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0370 ***********************************************************************
 OS0370  DESIGNATION -  M 22
 OS0370  PID         -  OS0370
 OS0370  STATE/COUNTY-  SD/JACKSON
 OS0370  COUNTRY     -  US
 OS0370  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0370
 OS0370                         *CURRENT SURVEY CONTROL
 OS0370  ______________________________________________________________________
 OS0370* NAD 83(1986) POSITION- 43 57 14.     (N) 101 39 39.     (W)   SCALED
 OS0370* NAVD 88 ORTHO HEIGHT -   754.259 (meters)     2474.60  (feet) ADJUSTED
 OS0370  ______________________________________________________________________
 OS0370  GEOID HEIGHT    -        -21.097 (meters)                     GEOID18
 OS0370  DYNAMIC HEIGHT  -        754.026 (meters)     2473.83  (feet) COMP
 OS0370  MODELED GRAVITY -    980,284.7   (mgal)                       NAVD 88
 OS0370
 OS0370  VERT ORDER      -  FIRST     CLASS II
 OS0370
 OS0370.The horizontal coordinates were scaled from a map and have
 OS0370.an estimated accuracy of +/- 6 seconds.
 OS0370
 OS0370.The orthometric height was determined by differential leveling and
 OS0370.adjusted by the NATIONAL GEODETIC SURVEY
 OS0370.in June 1991.
 OS0370
 OS0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0370.GEOID18 height accuracy estimate available here.
 OS0370
 OS0370.Click photographs - Photos may exist for this station.
 OS0370
 OS0370.The dynamic height is computed by dividing the NAVD 88
 OS0370.geopotential number by the normal gravity value computed on the
 OS0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0370.degrees latitude (g = 980.6199 gals.).
 OS0370
 OS0370.The modeled gravity was interpolated from observed gravity values.
 OS0370
 OS0370;                    North         East    Units  Estimated Accuracy
 OS0370;SPC SD S     -   180,880.      493,460.      MT  (+/- 180 meters Scaled)
 OS0370
 OS0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP865701(NAD 83)
 OS0370
 OS0370                          SUPERSEDED SURVEY CONTROL
 OS0370
 OS0370  NGVD 29 (??/??/92)  753.801  (m)         2473.10   (f) ADJ UNCH    1 2
 OS0370
 OS0370.Superseded values are not recommended for survey control.
 OS0370
 OS0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0370.See file dsdata.pdf to determine how the superseded data were derived.
 OS0370
 OS0370_MARKER: DB = BENCH MARK DISK
 OS0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0370_STAMPING: M 22 1933
 OS0370_MARK LOGO: CGS
 OS0370_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0370+STABILITY: SURFACE MOTION
 OS0370
 OS0370  HISTORY     - Date     Condition        Report By
 OS0370  HISTORY     - 1933     MONUMENTED       CGS
 OS0370  HISTORY     - 1962     MARK NOT FOUND   CGS
 OS0370
 OS0370                          STATION DESCRIPTION
 OS0370
 OS0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0370'6.3 MI S FROM PHILIP.
 OS0370'IN JACKSON COUNTY, 5.5 MILES SOUTH ALONG U.S. HIGHWAY 14 FROM
 OS0370'PHILIP, HAAKON COUNTY, 0.8 MILE SOUTH ALONG U.S. HIGHWAY 16, 175
 OS0370'FEET SOUTH OF A DRY WASH, AND 53 FEET EAST OF THE CENTERLINE OF
 OS0370'THE HIGHWAY.  A STANDARD DISK, STAMPED M 22 1933 AND SET IN THE
 OS0370'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0606 ***********************************************************************
 OS0606  DESIGNATION -  M 23
 OS0606  PID         -  OS0606
 OS0606  STATE/COUNTY-  SD/JACKSON
 OS0606  COUNTRY     -  US
 OS0606  USGS QUAD   -  WANBLEE NE (2017)
 OS0606
 OS0606                         *CURRENT SURVEY CONTROL
 OS0606  ______________________________________________________________________
 OS0606* NAD 83(1986) POSITION- 43 40 33.45   (N) 101 32 17.20   (W)   HD_HELD1
 OS0606* NAVD 88 ORTHO HEIGHT -   791.900 (meters)     2598.09  (feet) ADJUSTED
 OS0606  ______________________________________________________________________
 OS0606  GEOID HEIGHT    -        -21.332 (meters)                     GEOID18
 OS0606  DYNAMIC HEIGHT  -        791.627 (meters)     2597.20  (feet) COMP
 OS0606  MODELED GRAVITY -    980,248.9   (mgal)                       NAVD 88
 OS0606
 OS0606  VERT ORDER      -  SECOND    CLASS 0
 OS0606
 OS0606.The horizontal coordinates were determined by differentially corrected
 OS0606.hand held GPS observations or other comparable positioning techniques
 OS0606.and have an estimated accuracy of +/- 3 meters.
 OS0606
 OS0606.The orthometric height was determined by differential leveling and
 OS0606.adjusted by the NATIONAL GEODETIC SURVEY
 OS0606.in June 1991.
 OS0606
 OS0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0606.GEOID18 height accuracy estimate available here.
 OS0606
 OS0606.Click photographs - Photos may exist for this station.
 OS0606
 OS0606.The dynamic height is computed by dividing the NAVD 88
 OS0606.geopotential number by the normal gravity value computed on the
 OS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0606.degrees latitude (g = 980.6199 gals.).
 OS0606
 OS0606.The modeled gravity was interpolated from observed gravity values.
 OS0606
 OS0606;                    North         East    Units  Estimated Accuracy
 OS0606;SPC SD S     -   149,858.6     502,857.4     MT  (+/- 3 meters HH1 GPS) 
 OS0606
 OS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9540139013(NAD 83)
 OS0606
 OS0606                          SUPERSEDED SURVEY CONTROL
 OS0606
 OS0606  NGVD 29 (??/??/92)  791.446  (m)         2596.60   (f) ADJ UNCH    2 0
 OS0606
 OS0606.Superseded values are not recommended for survey control.
 OS0606
 OS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0606.See file dsdata.pdf to determine how the superseded data were derived.
 OS0606
 OS0606_MARKER: DB = BENCH MARK DISK
 OS0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0606_STAMPING: M 23 1934
 OS0606_MARK LOGO: CGS
 OS0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0606+STABILITY: SURFACE MOTION
 OS0606
 OS0606  HISTORY     - Date     Condition        Report By
 OS0606  HISTORY     - 1934     MONUMENTED       CGS
 OS0606  HISTORY     - 1941     GOOD             CGS
 OS0606
 OS0606                          STATION DESCRIPTION
 OS0606
 OS0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0606'12.3 MI S FROM KADOKA.
 OS0606'IN WASHABAUGH COUNTY, 12.3 MILES SOUTH ALONG STATE HIGHWAY 73
 OS0606'FROM KADOKA, JACKSON COUNTY, AT THE SUMMIT OF A LONG HILL RISING
 OS0606'TO THE NORTHWEST OUT OF A LARGE BASIN IN THE BAD LANDS, AND 57
 OS0606'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 OS0606'STAMPED M 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1439 ***********************************************************************
 PU1439  DESIGNATION -  M 24
 PU1439  PID         -  PU1439
 PU1439  STATE/COUNTY-  SD/MEADE
 PU1439  COUNTRY     -  US
 PU1439  USGS QUAD   -  FORT MEADE (2017)
 PU1439
 PU1439                         *CURRENT SURVEY CONTROL
 PU1439  ______________________________________________________________________
 PU1439* NAD 83(1986) POSITION- 44 22 41.     (N) 103 28 54.     (W)   SCALED
 PU1439* NAVD 88 ORTHO HEIGHT -  1115.360 (meters)     3659.31  (feet) ADJUSTED
 PU1439  ______________________________________________________________________
 PU1439  GEOID HEIGHT    -        -15.211 (meters)                     GEOID18
 PU1439  DYNAMIC HEIGHT  -       1114.991 (meters)     3658.10  (feet) COMP
 PU1439  MODELED GRAVITY -    980,248.7   (mgal)                       NAVD 88
 PU1439
 PU1439  VERT ORDER      -  FIRST     CLASS II
 PU1439
 PU1439.The horizontal coordinates were scaled from a map and have
 PU1439.an estimated accuracy of +/- 6 seconds.
 PU1439
 PU1439.The orthometric height was determined by differential leveling and
 PU1439.adjusted by the NATIONAL GEODETIC SURVEY
 PU1439.in June 1991.
 PU1439
 PU1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1439.GEOID18 height accuracy estimate available here.
 PU1439
 PU1439.Click photographs - Photos may exist for this station.
 PU1439
 PU1439.The dynamic height is computed by dividing the NAVD 88
 PU1439.geopotential number by the normal gravity value computed on the
 PU1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1439.degrees latitude (g = 980.6199 gals.).
 PU1439
 PU1439.The modeled gravity was interpolated from observed gravity values.
 PU1439
 PU1439;                    North         East    Units  Estimated Accuracy
 PU1439;SPC SD N     -    66,500.      322,610.      MT  (+/- 180 meters Scaled)
 PU1439
 PU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK209149(NAD 83)
 PU1439
 PU1439                          SUPERSEDED SURVEY CONTROL
 PU1439
 PU1439  NGVD 29 (??/??/92) 1114.844  (m)         3657.62   (f) ADJ UNCH    1 2
 PU1439
 PU1439.Superseded values are not recommended for survey control.
 PU1439
 PU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1439.See file dsdata.pdf to determine how the superseded data were derived.
 PU1439
 PU1439_MARKER: DD = SURVEY DISK
 PU1439_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1439_STAMPING: M 24 1934
 PU1439_MARK LOGO: CGS+SS
 PU1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1439
 PU1439  HISTORY     - Date     Condition        Report By
 PU1439  HISTORY     - 1934     MONUMENTED       SDGS
 PU1439  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1439  HISTORY     - 20120801 MARK NOT FOUND   INDIV
 PU1439
 PU1439                          STATION DESCRIPTION
 PU1439
 PU1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1439'2.8 MI SE FROM STURGIS.
 PU1439'2.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1439'FROM STURGIS, MEADE COUNTY, 200 YARDS SOUTH OF MILEPOST H 125,
 PU1439'AND 48 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY
 PU1439'STANDARD DISK, STAMPED M 24 1934 AND SET IN THE TOP OF A CONCRETE
 PU1439'POST.
 PU1439
 PU1439                          STATION RECOVERY (2012)
 PU1439
 PU1439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1788 ***********************************************************************
 PU1788  DESIGNATION -  M 25
 PU1788  PID         -  PU1788
 PU1788  STATE/COUNTY-  SD/BUTTE
 PU1788  COUNTRY     -  US
 PU1788  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1788
 PU1788                         *CURRENT SURVEY CONTROL
 PU1788  ______________________________________________________________________
 PU1788* NAD 83(1986) POSITION- 44 52 46.     (N) 103 48 17.     (W)   SCALED
 PU1788* NAVD 88 ORTHO HEIGHT -   924.786 (meters)     3034.07  (feet) ADJUSTED
 PU1788  ______________________________________________________________________
 PU1788  GEOID HEIGHT    -        -15.811 (meters)                     GEOID18
 PU1788  DYNAMIC HEIGHT  -        924.545 (meters)     3033.28  (feet) COMP
 PU1788  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 PU1788
 PU1788  VERT ORDER      -  FIRST     CLASS II
 PU1788
 PU1788.The horizontal coordinates were scaled from a map and have
 PU1788.an estimated accuracy of +/- 6 seconds.
 PU1788
 PU1788.The orthometric height was determined by differential leveling and
 PU1788.adjusted by the NATIONAL GEODETIC SURVEY
 PU1788.in June 1991.
 PU1788
 PU1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1788.GEOID18 height accuracy estimate available here.
 PU1788
 PU1788.Click photographs - Photos may exist for this station.
 PU1788
 PU1788.The dynamic height is computed by dividing the NAVD 88
 PU1788.geopotential number by the normal gravity value computed on the
 PU1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1788.degrees latitude (g = 980.6199 gals.).
 PU1788
 PU1788.The modeled gravity was interpolated from observed gravity values.
 PU1788
 PU1788;                    North         East    Units  Estimated Accuracy
 PU1788;SPC SD N     -   123,310.      299,510.      MT  (+/- 180 meters Scaled)
 PU1788
 PU1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK944702(NAD 83)
 PU1788
 PU1788                          SUPERSEDED SURVEY CONTROL
 PU1788
 PU1788  NGVD 29 (??/??/92)  924.300  (m)         3032.47   (f) ADJ UNCH    1 2
 PU1788
 PU1788.Superseded values are not recommended for survey control.
 PU1788
 PU1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1788.See file dsdata.pdf to determine how the superseded data were derived.
 PU1788
 PU1788_MARKER: DB = BENCH MARK DISK
 PU1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1788_STAMPING: M 25 1934
 PU1788_MARK LOGO: CGS
 PU1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1788+STABILITY: SURFACE MOTION
 PU1788
 PU1788  HISTORY     - Date     Condition        Report By
 PU1788  HISTORY     - 1934     MONUMENTED       CGS
 PU1788  HISTORY     - 1962     GOOD             CGS
 PU1788  HISTORY     - 1962     GOOD             CGS
 PU1788
 PU1788                          STATION DESCRIPTION
 PU1788
 PU1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1788'15.4 MI N FROM BELLE FOURCHE.
 PU1788'ABOUT 15.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1788'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1788'30, T 11 N, R 3 E, 46 FEET WEST OF THE CENTER LINE OF THE
 PU1788'HIGHWAY, 22 FEET NORTH OF THE CENTER OF A WIRE GATE, 9 1/2 FEET
 PU1788'NORTH OF A TELEPHONE POLE, 7 1/2 FEET WEST OF A FENCE, 7.5
 PU1788'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 PU1788'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1788'PROJECTING 5-INCHES.
 PU1788
 PU1788                          STATION RECOVERY (1962)
 PU1788
 PU1788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0262 ***********************************************************************
 QR0262  DESIGNATION -  M 27
 QR0262  PID         -  QR0262
 QR0262  STATE/COUNTY-  SD/WALWORTH
 QR0262  COUNTRY     -  US
 QR0262  USGS QUAD   -  SPRING LAKE (2017)
 QR0262
 QR0262                         *CURRENT SURVEY CONTROL
 QR0262  ______________________________________________________________________
 QR0262* NAD 83(1986) POSITION- 45 27 53.     (N) 099 46 28.     (W)   SCALED
 QR0262* NAVD 88 ORTHO HEIGHT -   614.985 (meters)     2017.66  (feet) ADJUSTED
 QR0262  ______________________________________________________________________
 QR0262  GEOID HEIGHT    -        -22.600 (meters)                     GEOID18
 QR0262  DYNAMIC HEIGHT  -        614.915 (meters)     2017.43  (feet) COMP
 QR0262  MODELED GRAVITY -    980,481.5   (mgal)                       NAVD 88
 QR0262
 QR0262  VERT ORDER      -  FIRST     CLASS II
 QR0262
 QR0262.The horizontal coordinates were scaled from a map and have
 QR0262.an estimated accuracy of +/- 6 seconds.
 QR0262
 QR0262.The orthometric height was determined by differential leveling and
 QR0262.adjusted by the NATIONAL GEODETIC SURVEY
 QR0262.in June 1991.
 QR0262
 QR0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0262.GEOID18 height accuracy estimate available here.
 QR0262
 QR0262.Click photographs - Photos may exist for this station.
 QR0262
 QR0262.The dynamic height is computed by dividing the NAVD 88
 QR0262.geopotential number by the normal gravity value computed on the
 QR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0262.degrees latitude (g = 980.6199 gals.).
 QR0262
 QR0262.The modeled gravity was interpolated from observed gravity values.
 QR0262
 QR0262;                    North         East    Units  Estimated Accuracy
 QR0262;SPC SD N     -   181,310.      617,640.      MT  (+/- 180 meters Scaled)
 QR0262
 QR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR394348(NAD 83)
 QR0262
 QR0262                          SUPERSEDED SURVEY CONTROL
 QR0262
 QR0262  NGVD 29 (??/??/92)  614.593  (m)         2016.38   (f) ADJ UNCH    1 2
 QR0262
 QR0262.Superseded values are not recommended for survey control.
 QR0262
 QR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0262.See file dsdata.pdf to determine how the superseded data were derived.
 QR0262
 QR0262_MARKER: DB = BENCH MARK DISK
 QR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0262_STAMPING: M 27 1934
 QR0262_MARK LOGO: CGS
 QR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0262+STABILITY: SURFACE MOTION
 QR0262
 QR0262  HISTORY     - Date     Condition        Report By
 QR0262  HISTORY     - 1934     MONUMENTED       CGS
 QR0262
 QR0262                          STATION DESCRIPTION
 QR0262
 QR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0262'6 MI W FROM BOWDLE.
 QR0262'IN WALWORTH COUNTY, ABOUT 6.0 MILES WEST ALONG THE CHICAGO,
 QR0262'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM BOWDLE, EDMUNDS
 QR0262'COUNTY, ABOUT 35 YARDS SOUTHWEST OF MILEPOST 63, ABOUT 60 FEET
 QR0262'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF
 QR0262'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 27 1934
 QR0262'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0115 ***********************************************************************
 QS0115  DESIGNATION -  M 28
 QS0115  PID         -  QS0115
 QS0115  STATE/COUNTY-  SD/CORSON
 QS0115  COUNTRY     -  US
 QS0115  USGS QUAD   -  MOBRIDGE (2017)
 QS0115
 QS0115                         *CURRENT SURVEY CONTROL
 QS0115  ______________________________________________________________________
 QS0115* NAD 83(1986) POSITION- 45 35 14.80   (N) 100 29 35.02   (W)   HD_HELD1
 QS0115* NAVD 88 ORTHO HEIGHT -   475.345 (meters)     1559.53  (feet) ADJUSTED
 QS0115  ______________________________________________________________________
 QS0115  GEOID HEIGHT    -        -21.721 (meters)                     GEOID18
 QS0115  DYNAMIC HEIGHT  -        475.307 (meters)     1559.40  (feet) COMP
 QS0115  MODELED GRAVITY -    980,521.3   (mgal)                       NAVD 88
 QS0115
 QS0115  VERT ORDER      -  FIRST     CLASS II
 QS0115
 QS0115.The horizontal coordinates were determined by differentially corrected
 QS0115.hand held GPS observations or other comparable positioning techniques
 QS0115.and have an estimated accuracy of +/- 3 meters.
 QS0115
 QS0115.The orthometric height was determined by differential leveling and
 QS0115.adjusted by the NATIONAL GEODETIC SURVEY
 QS0115.in June 1991.
 QS0115
 QS0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0115.GEOID18 height accuracy estimate available here.
 QS0115
 QS0115.Click photographs - Photos may exist for this station.
 QS0115
 QS0115.The dynamic height is computed by dividing the NAVD 88
 QS0115.geopotential number by the normal gravity value computed on the
 QS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0115.degrees latitude (g = 980.6199 gals.).
 QS0115
 QS0115.The modeled gravity was interpolated from observed gravity values.
 QS0115
 QS0115;                    North         East    Units  Estimated Accuracy
 QS0115;SPC SD N     -   195,043.8     561,523.9     MT  (+/- 3 meters HH1 GPS) 
 QS0115
 QS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8353249295(NAD 83)
 QS0115
 QS0115                          SUPERSEDED SURVEY CONTROL
 QS0115
 QS0115  NGVD 29 (??/??/92)  474.974  (m)         1558.31   (f) ADJ UNCH    1 2
 QS0115
 QS0115.Superseded values are not recommended for survey control.
 QS0115
 QS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0115.See file dsdata.pdf to determine how the superseded data were derived.
 QS0115
 QS0115_MARKER: DB = BENCH MARK DISK
 QS0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0115_STAMPING: M 28 1934
 QS0115_MARK LOGO: CGS
 QS0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0115+STABILITY: SURFACE MOTION
 QS0115
 QS0115  HISTORY     - Date     Condition        Report By
 QS0115  HISTORY     - 1934     MONUMENTED       CGS
 QS0115  HISTORY     - 1945     GOOD             CGS
 QS0115  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0115
 QS0115                          STATION DESCRIPTION
 QS0115
 QS0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0115'2 MI SW FROM MOREAU JUNCTION.
 QS0115'2.0 MILES SOUTHWEST ALONG THE ISABEL BRANCH OF THE CHICAGO, MILWAUKEE,
 QS0115'ST. PAUL AND PACIFIC RAILROAD FROM MOREAU JUNCTION, CORSON COUNTY,
 QS0115'ABOUT 0.2 MILE NORTHEAST OF A ROAD CROSSING, 45 FEET SOUTHEAST
 QS0115'OF THE CENTER LINE OF THE TRACK, AND 9 FEET NORTHWEST OF THE
 QS0115'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 28 1934 AND SET
 QS0115'IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD HAS BEEN
 QS0115'MOVED FROM ITS ORIGINAL POSITION AND MOREAU JUNCTION NO LONGER
 QS0115'EXISTS.  BM COVERED BY WATER OF THE OAHE RESERVOIR.
 QS0115
 QS0115                          STATION RECOVERY (1964)
 QS0115
 QS0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0206 ***********************************************************************
 QT0206  DESIGNATION -  M 29
 QT0206  PID         -  QT0206
 QT0206  STATE/COUNTY-  SD/PERKINS
 QT0206  COUNTRY     -  US
 QT0206  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 QT0206
 QT0206                         *CURRENT SURVEY CONTROL
 QT0206  ______________________________________________________________________
 QT0206* NAD 83(1986) POSITION- 45 31 46.     (N) 102 30 45.     (W)   SCALED
 QT0206* NAVD 88 ORTHO HEIGHT -   841.466 (meters)     2760.71  (feet) ADJUSTED
 QT0206  ______________________________________________________________________
 QT0206  GEOID HEIGHT    -        -18.052 (meters)                     GEOID18
 QT0206  DYNAMIC HEIGHT  -        841.332 (meters)     2760.27  (feet) COMP
 QT0206  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 QT0206
 QT0206  VERT ORDER      -  FIRST     CLASS II
 QT0206
 QT0206.The horizontal coordinates were scaled from a map and have
 QT0206.an estimated accuracy of +/- 6 seconds.
 QT0206
 QT0206.The orthometric height was determined by differential leveling and
 QT0206.adjusted by the NATIONAL GEODETIC SURVEY
 QT0206.in April 2000.
 QT0206
 QT0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0206.GEOID18 height accuracy estimate available here.
 QT0206
 QT0206.Click photographs - Photos may exist for this station.
 QT0206
 QT0206.The dynamic height is computed by dividing the NAVD 88
 QT0206.geopotential number by the normal gravity value computed on the
 QT0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0206.degrees latitude (g = 980.6199 gals.).
 QT0206
 QT0206.The modeled gravity was interpolated from observed gravity values.
 QT0206
 QT0206;                    North         East    Units  Estimated Accuracy
 QT0206;SPC SD N     -   191,530.      403,770.      MT  (+/- 180 meters Scaled)
 QT0206
 QT0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL942447(NAD 83)
 QT0206
 QT0206                          SUPERSEDED SURVEY CONTROL
 QT0206
 QT0206  NAVD 88 (06/15/91)  841.458  (m)         2760.68   (f) SUPERSEDED  1 2
 QT0206  NGVD 29 (??/??/92)  841.005  (m)         2759.20   (f) ADJ UNCH    1 2
 QT0206
 QT0206.Superseded values are not recommended for survey control.
 QT0206
 QT0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0206.See file dsdata.pdf to determine how the superseded data were derived.
 QT0206
 QT0206_MARKER: DB = BENCH MARK DISK
 QT0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0206_STAMPING: M 29 1934
 QT0206_MARK LOGO: CGS
 QT0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0206+STABILITY: SURFACE MOTION
 QT0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0206+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0206
 QT0206  HISTORY     - Date     Condition        Report By
 QT0206  HISTORY     - 1934     MONUMENTED       CGS
 QT0206  HISTORY     - 1980     MARK NOT FOUND   USGS
 QT0206  HISTORY     - 19990527 GOOD             NGS
 QT0206
 QT0206                          STATION DESCRIPTION
 QT0206
 QT0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0206'2.1 MI SW FROM BISON.
 QT0206'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM BISON, PERKINS
 QT0206'COUNTY, 62 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3
 QT0206'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QT0206'M 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0206
 QT0206                          STATION RECOVERY (1980)
 QT0206
 QT0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0206'STATE HIGHWAY 8, REFERRED TO IN THE ORIGINAL DESCRIPTION, IS NOW
 QT0206'STATE HIGHWAY 20.
 QT0206
 QT0206                          STATION RECOVERY (1999)
 QT0206
 QT0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0206'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 QT0206'BISON, THENCE 3.7 KM (2.30 MI) WESTERLY ALONG STATE HIGHWAY 20, 541.8
 QT0206'M (1777.6 FT) EAST OF MILEPOST 80, 17.2 M (56.4 FT) SOUTH OF THE
 QT0206'HIGHWAY CENTERLINE, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.5 M (1.6 FT)
 QT0206'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 QT0206'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0206'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0194 ***********************************************************************
 QR0194  DESIGNATION -  M 294
 QR0194  PID         -  QR0194
 QR0194  STATE/COUNTY-  SD/MCPHERSON
 QR0194  COUNTRY     -  US
 QR0194  USGS QUAD   -  PLAINVIEW COLONY NW (2017)
 QR0194
 QR0194                         *CURRENT SURVEY CONTROL
 QR0194  ______________________________________________________________________
 QR0194* NAD 83(1986) POSITION- 45 43 32.     (N) 099 10 48.     (W)   SCALED
 QR0194* NAVD 88 ORTHO HEIGHT -   574.065 (meters)     1883.41  (feet) ADJUSTED
 QR0194  ______________________________________________________________________
 QR0194  GEOID HEIGHT    -        -23.309 (meters)                     GEOID18
 QR0194  DYNAMIC HEIGHT  -        574.015 (meters)     1883.25  (feet) COMP
 QR0194  MODELED GRAVITY -    980,509.3   (mgal)                       NAVD 88
 QR0194
 QR0194  VERT ORDER      -  SECOND    CLASS 0
 QR0194
 QR0194.The horizontal coordinates were scaled from a map and have
 QR0194.an estimated accuracy of +/- 6 seconds.
 QR0194
 QR0194.The orthometric height was determined by differential leveling and
 QR0194.adjusted by the NATIONAL GEODETIC SURVEY
 QR0194.in June 1991.
 QR0194
 QR0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0194.GEOID18 height accuracy estimate available here.
 QR0194
 QR0194.Click photographs - Photos may exist for this station.
 QR0194
 QR0194.The dynamic height is computed by dividing the NAVD 88
 QR0194.geopotential number by the normal gravity value computed on the
 QR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0194.degrees latitude (g = 980.6199 gals.).
 QR0194
 QR0194.The modeled gravity was interpolated from observed gravity values.
 QR0194
 QR0194;                    North         East    Units  Estimated Accuracy
 QR0194;SPC SD N     -   210,600.      663,830.      MT  (+/- 180 meters Scaled)
 QR0194
 QR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR859635(NAD 83)
 QR0194
 QR0194                          SUPERSEDED SURVEY CONTROL
 QR0194
 QR0194  NGVD 29 (??/??/92)  573.678  (m)         1882.14   (f) ADJ UNCH    2 0
 QR0194
 QR0194.Superseded values are not recommended for survey control.
 QR0194
 QR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0194.See file dsdata.pdf to determine how the superseded data were derived.
 QR0194
 QR0194_MARKER: DB = BENCH MARK DISK
 QR0194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0194_SP_SET: CULVERT HEADWALL
 QR0194_STAMPING: M 294 1940
 QR0194_MARK LOGO: CGS
 QR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0194+STABILITY: SURFACE MOTION
 QR0194
 QR0194  HISTORY     - Date     Condition        Report By
 QR0194  HISTORY     - 1940     MONUMENTED       CGS
 QR0194
 QR0194                          STATION DESCRIPTION
 QR0194
 QR0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0194'12.2 MI W FROM LEOLA.
 QR0194'12.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 QR0194'AT LEOLA, MC PHERSON COUNTY, BETWEEN TWO CURVES, AT THE NORTHWEST
 QR0194'END OF A DRY LAKE BOTTOM, AT A CONCRETE CULVERT, IN THE TOP
 QR0194'OF THE WEST END OF THE NORTH HEAD WALL, 14.8 FEET NORTH OF THE
 QR0194'CENTER LINE OF THE HIGHWAY, AND 1.4 FEET EAST OF A WHITE REFERENCE
 QR0194'POST.  A STANDARD DISK, STAMPED M 294 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0523 ***********************************************************************
 PS0523  DESIGNATION -  M 295
 PS0523  PID         -  PS0523
 PS0523  STATE/COUNTY-  SD/HUGHES
 PS0523  COUNTRY     -  US
 PS0523  USGS QUAD   -  BLUNT (2017)
 PS0523
 PS0523                         *CURRENT SURVEY CONTROL
 PS0523  ______________________________________________________________________
 PS0523* NAD 83(1986) POSITION- 44 31 36.     (N) 099 53 12.     (W)   SCALED
 PS0523* NAVD 88 ORTHO HEIGHT -   519.722 (meters)     1705.12  (feet) ADJUSTED
 PS0523  ______________________________________________________________________
 PS0523  GEOID HEIGHT    -        -23.531 (meters)                     GEOID18
 PS0523  DYNAMIC HEIGHT  -        519.623 (meters)     1704.80  (feet) COMP
 PS0523  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 PS0523
 PS0523  VERT ORDER      -  SECOND    CLASS 0
 PS0523
 PS0523.The horizontal coordinates were scaled from a map and have
 PS0523.an estimated accuracy of +/- 6 seconds.
 PS0523
 PS0523.The orthometric height was determined by differential leveling and
 PS0523.adjusted by the NATIONAL GEODETIC SURVEY
 PS0523.in June 1991.
 PS0523
 PS0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0523.GEOID18 height accuracy estimate available here.
 PS0523
 PS0523.Click photographs - Photos may exist for this station.
 PS0523
 PS0523.The dynamic height is computed by dividing the NAVD 88
 PS0523.geopotential number by the normal gravity value computed on the
 PS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0523.degrees latitude (g = 980.6199 gals.).
 PS0523
 PS0523.The modeled gravity was interpolated from observed gravity values.
 PS0523
 PS0523;                    North         East    Units  Estimated Accuracy
 PS0523;SPC SD S     -   243,770.      635,510.      MT  (+/- 180 meters Scaled)
 PS0523
 PS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ295307(NAD 83)
 PS0523
 PS0523                          SUPERSEDED SURVEY CONTROL
 PS0523
 PS0523  NGVD 29 (??/??/92)  519.367  (m)         1703.96   (f) ADJ UNCH    2 0
 PS0523
 PS0523.Superseded values are not recommended for survey control.
 PS0523
 PS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0523.See file dsdata.pdf to determine how the superseded data were derived.
 PS0523
 PS0523_MARKER: DB = BENCH MARK DISK
 PS0523_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PS0523_STAMPING: M 295 1940
 PS0523_MARK LOGO: CGS
 PS0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0523
 PS0523  HISTORY     - Date     Condition        Report By
 PS0523  HISTORY     - 1940     MONUMENTED       CGS
 PS0523  HISTORY     - 1966     MARK NOT FOUND   USGS
 PS0523
 PS0523                          STATION DESCRIPTION
 PS0523
 PS0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0523'5.2 MI E FROM BLUNT.
 PS0523'5.2 MILES EAST OF THE RAILROAD STATION AT BLUNT, ALONG RAILROAD,
 PS0523'AT SECTION LINE ROAD, 99.3 FEET NORTH OF NORTH RAIL, 34.5 FEET
 PS0523'WEST OF THE CENTER OF SECTION ROAD, 0.4 FEET EAST OF WHITE
 PS0523'MARKER POST, 7 INCHES ABOVE GROUND.  A STANDARD DISK IN PRE CAST
 PS0523'POST.
 PS0523
 PS0523                          STATION RECOVERY (1966)
 PS0523
 PS0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0264 ***********************************************************************
 QS0264  DESIGNATION -  M 298
 QS0264  PID         -  QS0264
 QS0264  STATE/COUNTY-  SD/DEWEY
 QS0264  COUNTRY     -  US
 QS0264  USGS QUAD   -  TRAIL CITY (2017)
 QS0264
 QS0264                         *CURRENT SURVEY CONTROL
 QS0264  ______________________________________________________________________
 QS0264* NAD 83(1986) POSITION- 45 25 43.     (N) 100 39 10.     (W)   SCALED
 QS0264* NAVD 88 ORTHO HEIGHT -   560.427 (meters)     1838.67  (feet) ADJUSTED
 QS0264  ______________________________________________________________________
 QS0264  GEOID HEIGHT    -        -21.591 (meters)                     GEOID18
 QS0264  DYNAMIC HEIGHT  -        560.363 (meters)     1838.46  (feet) COMP
 QS0264  MODELED GRAVITY -    980,483.5   (mgal)                       NAVD 88
 QS0264
 QS0264  VERT ORDER      -  SECOND    CLASS 0
 QS0264
 QS0264.The horizontal coordinates were scaled from a map and have
 QS0264.an estimated accuracy of +/- 6 seconds.
 QS0264
 QS0264.The orthometric height was determined by differential leveling and
 QS0264.adjusted by the NATIONAL GEODETIC SURVEY
 QS0264.in June 1991.
 QS0264
 QS0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0264.GEOID18 height accuracy estimate available here.
 QS0264
 QS0264.Click photographs - Photos may exist for this station.
 QS0264
 QS0264.The dynamic height is computed by dividing the NAVD 88
 QS0264.geopotential number by the normal gravity value computed on the
 QS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0264.degrees latitude (g = 980.6199 gals.).
 QS0264
 QS0264.The modeled gravity was interpolated from observed gravity values.
 QS0264
 QS0264;                    North         East    Units  Estimated Accuracy
 QS0264;SPC SD N     -   177,480.      548,920.      MT  (+/- 180 meters Scaled)
 QS0264
 QS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR707318(NAD 83)
 QS0264
 QS0264                          SUPERSEDED SURVEY CONTROL
 QS0264
 QS0264  NGVD 29 (??/??/92)  560.024  (m)         1837.35   (f) ADJ UNCH    2 0
 QS0264
 QS0264.Superseded values are not recommended for survey control.
 QS0264
 QS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0264.See file dsdata.pdf to determine how the superseded data were derived.
 QS0264
 QS0264_MARKER: DB = BENCH MARK DISK
 QS0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0264_STAMPING: M 298 1940
 QS0264_MARK LOGO: CGS
 QS0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0264+STABILITY: SURFACE MOTION
 QS0264
 QS0264  HISTORY     - Date     Condition        Report By
 QS0264  HISTORY     - 1940     MONUMENTED       CGS
 QS0264
 QS0264                          STATION DESCRIPTION
 QS0264
 QS0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0264'5.4 MI SE FROM TRAIL CITY.
 QS0264'ABOUT 5.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0264'PAUL AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TRAIL CITY,
 QS0264'DEWEY COUNTY, ABOUT 1 POLE EAST OF MILEPOST 5, 45 FEET SOUTHWEST
 QS0264'OF THE CENTER LINE OF THE TRACK, AND 1 FOOT WEST OF A WHITE
 QS0264'REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED M
 QS0264'298 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 QS0264'0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0154 ***********************************************************************
 OQ0154  DESIGNATION -  M 3
 OQ0154  PID         -  OQ0154
 OQ0154  STATE/COUNTY-  SD/LINCOLN
 OQ0154  COUNTRY     -  US
 OQ0154  USGS QUAD   -  HARRISBURG (2017)
 OQ0154
 OQ0154                         *CURRENT SURVEY CONTROL
 OQ0154  ______________________________________________________________________
 OQ0154* NAD 83(1986) POSITION- 43 29 21.     (N) 096 41 49.     (W)   SCALED
 OQ0154* NAVD 88 ORTHO HEIGHT -   450.729 (meters)     1478.77  (feet) ADJUSTED
 OQ0154  ______________________________________________________________________
 OQ0154  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 OQ0154  DYNAMIC HEIGHT  -        450.610 (meters)     1478.38  (feet) COMP
 OQ0154  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 OQ0154
 OQ0154  VERT ORDER      -  FIRST     CLASS II
 OQ0154
 OQ0154.The horizontal coordinates were scaled from a map and have
 OQ0154.an estimated accuracy of +/- 6 seconds.
 OQ0154
 OQ0154.The orthometric height was determined by differential leveling and
 OQ0154.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0154.in June 1991.
 OQ0154
 OQ0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0154.GEOID18 height accuracy estimate available here.
 OQ0154
 OQ0154.Click photographs - Photos may exist for this station.
 OQ0154
 OQ0154.The dynamic height is computed by dividing the NAVD 88
 OQ0154.geopotential number by the normal gravity value computed on the
 OQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0154.degrees latitude (g = 980.6199 gals.).
 OQ0154
 OQ0154.The modeled gravity was interpolated from observed gravity values.
 OQ0154
 OQ0154;                    North         East    Units  Estimated Accuracy
 OQ0154;SPC SD S     -   134,840.      894,030.      MT  (+/- 180 meters Scaled)
 OQ0154
 OQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP862177(NAD 83)
 OQ0154
 OQ0154                          SUPERSEDED SURVEY CONTROL
 OQ0154
 OQ0154  NGVD 29 (??/??/92)  450.46   (m)         1477.9    (f) COMPUTED    1 2
 OQ0154
 OQ0154.Superseded values are not recommended for survey control.
 OQ0154
 OQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0154.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0154
 OQ0154_MARKER: B = BOLT
 OQ0154_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0154_PROJECTION: FLUSH
 OQ0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0154
 OQ0154  HISTORY     - Date     Condition        Report By
 OQ0154  HISTORY     - 1905     MONUMENTED       CGS
 OQ0154  HISTORY     - 1949     GOOD             CGS
 OQ0154  HISTORY     - 1961     MARK NOT FOUND   USGS
 OQ0154  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 OQ0154
 OQ0154                          STATION DESCRIPTION
 OQ0154
 OQ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0154'4 MI N FROM HARRISBURG.
 OQ0154'4.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0154'RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, AT A ROAD
 OQ0154'CROSSING, 115.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 53.0
 OQ0154'FEET EAST OF THE EAST RAIL, 6.0 FEET EAST OF A RIGHT-OF-WAY
 OQ0154'FENCE, 1.2 FEET NORTH OF A REFERENCE POST, THE TOP OF A COPPER
 OQ0154'BOLT LEADED IN THE TOP OF A PINK JASPER STONE POST WHICH IS
 OQ0154'FLUSH WITH THE SURFACE OF THE GROUND.
 OQ0154
 OQ0154                          STATION RECOVERY (1961)
 OQ0154
 OQ0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OQ0154'MARK NOT FOUND.
 OQ0154
 OQ0154                          STATION RECOVERY (2012)
 OQ0154
 OQ0154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1847 ***********************************************************************
 PU1847  DESIGNATION -  M 3 B 1
 PU1847  PID         -  PU1847
 PU1847  STATE/COUNTY-  SD/BUTTE
 PU1847  COUNTRY     -  US
 PU1847  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1847
 PU1847                         *CURRENT SURVEY CONTROL
 PU1847  ______________________________________________________________________
 PU1847* NAD 83(1986) POSITION- 44 57 53.     (N) 103 52 26.     (W)   SCALED
 PU1847* NAVD 88 ORTHO HEIGHT -   949.848 (meters)     3116.29  (feet) ADJUSTED
 PU1847  ______________________________________________________________________
 PU1847  GEOID HEIGHT    -        -15.811 (meters)                     GEOID18
 PU1847  DYNAMIC HEIGHT  -        949.599 (meters)     3115.48  (feet) COMP
 PU1847  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU1847
 PU1847  VERT ORDER      -  SECOND    CLASS 0
 PU1847
 PU1847.The horizontal coordinates were scaled from a map and have
 PU1847.an estimated accuracy of +/- 6 seconds.
 PU1847
 PU1847.The orthometric height was determined by differential leveling and
 PU1847.adjusted by the NATIONAL GEODETIC SURVEY
 PU1847.in June 1991.
 PU1847
 PU1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1847.GEOID18 height accuracy estimate available here.
 PU1847
 PU1847.Click photographs - Photos may exist for this station.
 PU1847
 PU1847.The dynamic height is computed by dividing the NAVD 88
 PU1847.geopotential number by the normal gravity value computed on the
 PU1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1847.degrees latitude (g = 980.6199 gals.).
 PU1847
 PU1847.The modeled gravity was interpolated from observed gravity values.
 PU1847
 PU1847;                    North         East    Units  Estimated Accuracy
 PU1847;SPC SD N     -   133,030.      294,500.      MT  (+/- 180 meters Scaled)
 PU1847
 PU1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK888796(NAD 83)
 PU1847
 PU1847                          SUPERSEDED SURVEY CONTROL
 PU1847
 PU1847  NGVD 29 (??/??/92)  949.36   (m)         3114.7    (f) COMPUTED    2 0
 PU1847
 PU1847.Superseded values are not recommended for survey control.
 PU1847
 PU1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1847.See file dsdata.pdf to determine how the superseded data were derived.
 PU1847
 PU1847_MARKER: Z = SEE DESCRIPTION
 PU1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1847+STABILITY: SURFACE MOTION
 PU1847
 PU1847  HISTORY     - Date     Condition        Report By
 PU1847  HISTORY     - UNK      MONUMENTED       USAF
 PU1847  HISTORY     - 1962     GOOD             CGS
 PU1847
 PU1847                          STATION DESCRIPTION
 PU1847
 PU1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1847'21.6 MI N FROM BELLE FOURCHE.
 PU1847'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1847'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 9.1
 PU1847'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34, T 12 N, R 2 E,
 PU1847'56 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET EAST OF A
 PU1847'FENCE, THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH
 PU1847'CONCRETE CYLINDER PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON
 PU1847'THE TOP SURFACE OF THE TRIBACH OVER THE CENTER HOLE.  THERE IS
 PU1847'NO STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1848 ***********************************************************************
 PU1848  DESIGNATION -  M 3 B 2
 PU1848  PID         -  PU1848
 PU1848  STATE/COUNTY-  SD/BUTTE
 PU1848  COUNTRY     -  US
 PU1848  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1848
 PU1848                         *CURRENT SURVEY CONTROL
 PU1848  ______________________________________________________________________
 PU1848* NAD 83(1986) POSITION- 44 57 54.     (N) 103 52 13.     (W)   SCALED
 PU1848* NAVD 88 ORTHO HEIGHT -   951.992 (meters)     3123.33  (feet) ADJUSTED
 PU1848  ______________________________________________________________________
 PU1848  GEOID HEIGHT    -        -15.817 (meters)                     GEOID18
 PU1848  DYNAMIC HEIGHT  -        951.742 (meters)     3122.51  (feet) COMP
 PU1848  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 PU1848
 PU1848  VERT ORDER      -  SECOND    CLASS 0
 PU1848
 PU1848.The horizontal coordinates were scaled from a map and have
 PU1848.an estimated accuracy of +/- 6 seconds.
 PU1848
 PU1848.The orthometric height was determined by differential leveling and
 PU1848.adjusted by the NATIONAL GEODETIC SURVEY
 PU1848.in June 1991.
 PU1848
 PU1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1848.GEOID18 height accuracy estimate available here.
 PU1848
 PU1848.Click photographs - Photos may exist for this station.
 PU1848
 PU1848.The dynamic height is computed by dividing the NAVD 88
 PU1848.geopotential number by the normal gravity value computed on the
 PU1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1848.degrees latitude (g = 980.6199 gals.).
 PU1848
 PU1848.The modeled gravity was interpolated from observed gravity values.
 PU1848
 PU1848;                    North         East    Units  Estimated Accuracy
 PU1848;SPC SD N     -   133,050.      294,790.      MT  (+/- 180 meters Scaled)
 PU1848
 PU1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK890796(NAD 83)
 PU1848
 PU1848                          SUPERSEDED SURVEY CONTROL
 PU1848
 PU1848  NGVD 29 (??/??/92)  951.50   (m)         3121.7    (f) COMPUTED    2 0
 PU1848
 PU1848.Superseded values are not recommended for survey control.
 PU1848
 PU1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1848.See file dsdata.pdf to determine how the superseded data were derived.
 PU1848
 PU1848_MARKER: Z = SEE DESCRIPTION
 PU1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1848+STABILITY: SURFACE MOTION
 PU1848
 PU1848  HISTORY     - Date     Condition        Report By
 PU1848  HISTORY     - UNK      MONUMENTED       USAF
 PU1848  HISTORY     - 1962     GOOD             CGS
 PU1848
 PU1848                          STATION DESCRIPTION
 PU1848
 PU1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1848'21.8 MI N FROM BELLE FOURCHE.
 PU1848'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1848'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 9.1
 PU1848'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ACROSS
 PU1848'COUNTRY, IN SECTION 34, T 12 N, R 2 E, 55 FEET NORTHWEST OF THE
 PU1848'CENTER LINE OF A NORTHEAST-SOUTHWEST TRAIL ROAD ACROSS COUNTRY,
 PU1848'THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU1848'CYLINDER PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON THE TOP
 PU1848'SURFACE OF THE TRIBACH OVER THE CENTER HOLE.  THERE IS NO
 PU1848'STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0473 ***********************************************************************
 QS0473  DESIGNATION -  M 30
 QS0473  PID         -  QS0473
 QS0473  STATE/COUNTY-  SD/DEWEY
 QS0473  COUNTRY     -  US
 QS0473  USGS QUAD   -  BREWER BUTTE (2017)
 QS0473
 QS0473                         *CURRENT SURVEY CONTROL
 QS0473  ______________________________________________________________________
 QS0473* NAD 83(1986) POSITION- 45 25 17.     (N) 101 09 43.     (W)   SCALED
 QS0473* NAVD 88 ORTHO HEIGHT -   668.486 (meters)     2193.19  (feet) ADJUSTED
 QS0473  ______________________________________________________________________
 QS0473  GEOID HEIGHT    -        -21.009 (meters)                     GEOID18
 QS0473  DYNAMIC HEIGHT  -        668.390 (meters)     2192.88  (feet) COMP
 QS0473  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 QS0473
 QS0473  VERT ORDER      -  FIRST     CLASS II
 QS0473
 QS0473.The horizontal coordinates were scaled from a map and have
 QS0473.an estimated accuracy of +/- 6 seconds.
 QS0473
 QS0473.The orthometric height was determined by differential leveling and
 QS0473.adjusted by the NATIONAL GEODETIC SURVEY
 QS0473.in June 1991.
 QS0473
 QS0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0473.GEOID18 height accuracy estimate available here.
 QS0473
 QS0473.Click photographs - Photos may exist for this station.
 QS0473
 QS0473.The dynamic height is computed by dividing the NAVD 88
 QS0473.geopotential number by the normal gravity value computed on the
 QS0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0473.degrees latitude (g = 980.6199 gals.).
 QS0473
 QS0473.The modeled gravity was interpolated from observed gravity values.
 QS0473
 QS0473;                    North         East    Units  Estimated Accuracy
 QS0473;SPC SD N     -   177,120.      509,070.      MT  (+/- 180 meters Scaled)
 QS0473
 QS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR308320(NAD 83)
 QS0473
 QS0473                          SUPERSEDED SURVEY CONTROL
 QS0473
 QS0473  NGVD 29 (??/??/92)  668.054  (m)         2191.77   (f) ADJ UNCH    1 2
 QS0473
 QS0473.Superseded values are not recommended for survey control.
 QS0473
 QS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0473.See file dsdata.pdf to determine how the superseded data were derived.
 QS0473
 QS0473_MARKER: DB = BENCH MARK DISK
 QS0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0473_STAMPING: M 30 1934
 QS0473_MARK LOGO: CGS
 QS0473_PROJECTION: FLUSH
 QS0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0473+STABILITY: SURFACE MOTION
 QS0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0473+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0473
 QS0473  HISTORY     - Date     Condition        Report By
 QS0473  HISTORY     - 1934     MONUMENTED       CGS
 QS0473  HISTORY     - 1941     GOOD             CGS
 QS0473  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0473  HISTORY     - 19990622 GOOD             NGS
 QS0473
 QS0473                          STATION DESCRIPTION
 QS0473
 QS0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0473'4.6 MI W FROM TIMBER LAKE.
 QS0473'ABOUT 4.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0473'PACIFIC RAILROAD FROM TIMBER LAKE, DEWEY COUNTY, AT MILE-POST
 QS0473'44, ABOUT 68 YARDS WEST OF A ROAD CROSSING, AND 40 FEET SOUTH OF
 QS0473'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 30 1934
 QS0473'AND SET IN THE TOP OF A CONCRETE POST.
 QS0473
 QS0473                          STATION RECOVERY (1941)
 QS0473
 QS0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0473'RECOVERED IN GOOD CONDITION.
 QS0473
 QS0473                          STATION RECOVERY (1976)
 QS0473
 QS0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0473'MARK NOT FOUND.
 QS0473
 QS0473                          STATION RECOVERY (1999)
 QS0473
 QS0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0473'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QS0473'TIMBER LAKE, THENCE 6.9 KM (4.30 MI) WESTERLY ALONG STATE HIGHWAY 20,
 QS0473'THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A GRAVELED ROAD, 62.3 M (204.4
 QS0473'FT) WEST OF THE ROAD CENTER, 51.9 M (170.3 FT) WEST OF A FENCE, 11.8 M
 QS0473'(38.7 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED), 2.7
 QS0473'M (8.9 FT) NORTH OF A WITNESS POST AND FENCE, 1.0 M (3.3 FT) BELOW THE
 QS0473'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0473'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ALOY SIUSGOLDAY, BOX 32,
 QS0473'TIMBER LAKE, SD 57656.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0495 ***********************************************************************
 OR0495  DESIGNATION -  M 300
 OR0495  PID         -  OR0495
 OR0495  STATE/COUNTY-  SD/BRULE
 OR0495  COUNTRY     -  US
 OR0495  USGS QUAD   -  RED LAKE WEST (2017)
 OR0495
 OR0495                         *CURRENT SURVEY CONTROL
 OR0495  ______________________________________________________________________
 OR0495* NAD 83(1986) POSITION- 43 38 36.     (N) 099 18 42.     (W)   SCALED
 OR0495* NAVD 88 ORTHO HEIGHT -   539.005 (meters)     1768.39  (feet) ADJUSTED
 OR0495  ______________________________________________________________________
 OR0495  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 OR0495  DYNAMIC HEIGHT  -        538.840 (meters)     1767.84  (feet) COMP
 OR0495  MODELED GRAVITY -    980,296.7   (mgal)                       NAVD 88
 OR0495
 OR0495  VERT ORDER      -  SECOND    CLASS 0
 OR0495
 OR0495.The horizontal coordinates were scaled from a map and have
 OR0495.an estimated accuracy of +/- 6 seconds.
 OR0495
 OR0495.The orthometric height was determined by differential leveling and
 OR0495.adjusted by the NATIONAL GEODETIC SURVEY
 OR0495.in June 1991.
 OR0495
 OR0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0495.GEOID18 height accuracy estimate available here.
 OR0495
 OR0495.Click photographs - Photos may exist for this station.
 OR0495
 OR0495.The dynamic height is computed by dividing the NAVD 88
 OR0495.geopotential number by the normal gravity value computed on the
 OR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0495.degrees latitude (g = 980.6199 gals.).
 OR0495
 OR0495.The modeled gravity was interpolated from observed gravity values.
 OR0495
 OR0495;                    North         East    Units  Estimated Accuracy
 OR0495;SPC SD S     -   146,040.      682,420.      MT  (+/- 180 meters Scaled)
 OR0495
 OR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP748323(NAD 83)
 OR0495
 OR0495                          SUPERSEDED SURVEY CONTROL
 OR0495
 OR0495  NGVD 29 (??/??/92)  538.653  (m)         1767.23   (f) ADJ UNCH    2 0
 OR0495
 OR0495.Superseded values are not recommended for survey control.
 OR0495
 OR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0495.See file dsdata.pdf to determine how the superseded data were derived.
 OR0495
 OR0495_MARKER: DB = BENCH MARK DISK
 OR0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0495_STAMPING: M 300 1945
 OR0495_MARK LOGO: CGS
 OR0495_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0495+STABILITY: SURFACE MOTION
 OR0495
 OR0495  HISTORY     - Date     Condition        Report By
 OR0495  HISTORY     - 1945     MONUMENTED       CGS
 OR0495  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0495
 OR0495                          STATION DESCRIPTION
 OR0495
 OR0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0495'11.9 MI SE FROM CHAMBERLAIN.
 OR0495'11.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0495'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0495'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0495'THENCE 9.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0495'T-INTERSECTION OF A DIRT ROAD LEADING EAST, 33 FEET WEST OF THE
 OR0495'CENTER LINE OF THE GRAVEL ROAD, 7 FEET NORTH OF A STEEL POST AT
 OR0495'A FENCE CORNER, 1 FOOT EAST OF THE FENCE, 4 FEET SOUTH OF A
 OR0495'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE
 OR0495'GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0495'4 INCHES ABOVE GROUND.
 OR0495
 OR0495                          STATION RECOVERY (1974)
 OR0495
 OR0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0688 ***********************************************************************
 OR0688  DESIGNATION -  M 301
 OR0688  PID         -  OR0688
 OR0688  STATE/COUNTY-  SD/CHARLES MIX
 OR0688  COUNTRY     -  US
 OR0688  USGS QUAD   -  ACADEMY (2017)
 OR0688
 OR0688                         *CURRENT SURVEY CONTROL
 OR0688  ______________________________________________________________________
 OR0688* NAD 83(1986) POSITION- 43 27 23.     (N) 099 03 45.     (W)   SCALED
 OR0688* NAVD 88 ORTHO HEIGHT -   513.813 (meters)     1685.73  (feet) ADJUSTED
 OR0688  ______________________________________________________________________
 OR0688  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 OR0688  DYNAMIC HEIGHT  -        513.647 (meters)     1685.19  (feet) COMP
 OR0688  MODELED GRAVITY -    980,281.2   (mgal)                       NAVD 88
 OR0688
 OR0688  VERT ORDER      -  SECOND    CLASS 0
 OR0688
 OR0688.The horizontal coordinates were scaled from a map and have
 OR0688.an estimated accuracy of +/- 6 seconds.
 OR0688
 OR0688.The orthometric height was determined by differential leveling and
 OR0688.adjusted by the NATIONAL GEODETIC SURVEY
 OR0688.in June 1991.
 OR0688
 OR0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0688.GEOID18 height accuracy estimate available here.
 OR0688
 OR0688.Click photographs - Photos may exist for this station.
 OR0688
 OR0688.The dynamic height is computed by dividing the NAVD 88
 OR0688.geopotential number by the normal gravity value computed on the
 OR0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0688.degrees latitude (g = 980.6199 gals.).
 OR0688
 OR0688.The modeled gravity was interpolated from observed gravity values.
 OR0688
 OR0688;                    North         East    Units  Estimated Accuracy
 OR0688;SPC SD S     -   125,550.      702,840.      MT  (+/- 180 meters Scaled)
 OR0688
 OR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP949114(NAD 83)
 OR0688
 OR0688                          SUPERSEDED SURVEY CONTROL
 OR0688
 OR0688  NGVD 29 (??/??/92)  513.465  (m)         1684.59   (f) ADJ UNCH    2 0
 OR0688
 OR0688.Superseded values are not recommended for survey control.
 OR0688
 OR0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0688.See file dsdata.pdf to determine how the superseded data were derived.
 OR0688
 OR0688_MARKER: DB = BENCH MARK DISK
 OR0688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0688_SP_SET: CULVERT HEADWALL
 OR0688_STAMPING: M 301 1945
 OR0688_MARK LOGO: CGS
 OR0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0688+STABILITY: SURFACE MOTION
 OR0688
 OR0688  HISTORY     - Date     Condition        Report By
 OR0688  HISTORY     - 1945     MONUMENTED       CGS
 OR0688
 OR0688                          STATION DESCRIPTION
 OR0688
 OR0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0688'1.1 MI E FROM ACADEMY.
 OR0688'1.1 MILES EAST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH MARK
 OR0688'MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH, THENCE
 OR0688'U.0 MILE EAST ALONG STATE HIGHWAY 50.  IT IS AT THE INTERSECTION
 OR0688'OF A NORTH-AND-SOUTH GRADED DIRT ROAD, 30 FEET SOUTH OF THE CENTER
 OR0688'LINE OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE NORTH-AND-SOUTH
 OR0688'ROAD, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, AND LEVEL
 OR0688'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0461 ***********************************************************************
 OR0461  DESIGNATION -  M 302
 OR0461  PID         -  OR0461
 OR0461  STATE/COUNTY-  SD/LYMAN
 OR0461  COUNTRY     -  US
 OR0461  USGS QUAD   -  IONA NW (2017)
 OR0461
 OR0461                         *CURRENT SURVEY CONTROL
 OR0461  ______________________________________________________________________
 OR0461* NAD 83(1986) POSITION- 43 41 55.     (N) 099 28 06.     (W)   SCALED
 OR0461* NAVD 88 ORTHO HEIGHT -   420.099 (meters)     1378.27  (feet) ADJUSTED
 OR0461  ______________________________________________________________________
 OR0461  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 OR0461  DYNAMIC HEIGHT  -        419.974 (meters)     1377.86  (feet) COMP
 OR0461  MODELED GRAVITY -    980,309.3   (mgal)                       NAVD 88
 OR0461
 OR0461  VERT ORDER      -  SECOND    CLASS 0
 OR0461
 OR0461.The horizontal coordinates were scaled from a map and have
 OR0461.an estimated accuracy of +/- 6 seconds.
 OR0461
 OR0461.The orthometric height was determined by differential leveling and
 OR0461.adjusted by the NATIONAL GEODETIC SURVEY
 OR0461.in June 1991.
 OR0461
 OR0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0461.GEOID18 height accuracy estimate available here.
 OR0461
 OR0461.Click photographs - Photos may exist for this station.
 OR0461
 OR0461.The dynamic height is computed by dividing the NAVD 88
 OR0461.geopotential number by the normal gravity value computed on the
 OR0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0461.degrees latitude (g = 980.6199 gals.).
 OR0461
 OR0461.The modeled gravity was interpolated from observed gravity values.
 OR0461
 OR0461;                    North         East    Units  Estimated Accuracy
 OR0461;SPC SD S     -   152,030.      669,720.      MT  (+/- 180 meters Scaled)
 OR0461
 OR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP622385(NAD 83)
 OR0461
 OR0461                          SUPERSEDED SURVEY CONTROL
 OR0461
 OR0461  NGVD 29 (??/??/92)  419.766  (m)         1377.18   (f) ADJ UNCH    2 0
 OR0461
 OR0461.Superseded values are not recommended for survey control.
 OR0461
 OR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0461.See file dsdata.pdf to determine how the superseded data were derived.
 OR0461
 OR0461_MARKER: DB = BENCH MARK DISK
 OR0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0461_STAMPING: M 302 1945
 OR0461_MARK LOGO: CGS
 OR0461_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0461+STABILITY: SURFACE MOTION
 OR0461
 OR0461  HISTORY     - Date     Condition        Report By
 OR0461  HISTORY     - 1945     MONUMENTED       CGS
 OR0461
 OR0461                          STATION DESCRIPTION
 OR0461
 OR0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0461'12 MI N FROM IONA.
 OR0461'12.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0461'IONA, LYMAN COUNTY 100 YARDS NORTHWEST OF A WOODEN BRIDGE, 94
 OR0461'FEET NORTH OF A CREEK BANK, 51 FEET WEST OF THE CENTERLINE OF
 OR0461'THE HIGHWAY, 2 FEET EAST OF A FENCE, AND 2 FEET SOUTH OF A WHITE
 OR0461'WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE HIGHWAY.  AN
 OR0461'IRON BENCH MARK DISK, STAMPED M 302 1945 AND SET IN THE TOP
 OR0461'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0160 ***********************************************************************
 QS0160  DESIGNATION -  M 304
 QS0160  PID         -  QS0160
 QS0160  STATE/COUNTY-  SD/DEWEY
 QS0160  COUNTRY     -  US
 QS0160  USGS QUAD   -  MOREAU (2017)
 QS0160
 QS0160                         *CURRENT SURVEY CONTROL
 QS0160  ______________________________________________________________________
 QS0160* NAD 83(1986) POSITION- 45 21 39.     (N) 100 24 23.     (W)   SCALED
 QS0160* NAVD 88 ORTHO HEIGHT -   523.860 (meters)     1718.70  (feet) ADJUSTED
 QS0160  ______________________________________________________________________
 QS0160  GEOID HEIGHT    -        -21.953 (meters)                     GEOID18
 QS0160  DYNAMIC HEIGHT  -        523.807 (meters)     1718.52  (feet) COMP
 QS0160  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 QS0160
 QS0160  VERT ORDER      -  SECOND    CLASS 0
 QS0160
 QS0160.The horizontal coordinates were scaled from a map and have
 QS0160.an estimated accuracy of +/- 6 seconds.
 QS0160
 QS0160.The orthometric height was determined by differential leveling and
 QS0160.adjusted by the NATIONAL GEODETIC SURVEY
 QS0160.in June 1991.
 QS0160
 QS0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0160.GEOID18 height accuracy estimate available here.
 QS0160
 QS0160.Click photographs - Photos may exist for this station.
 QS0160
 QS0160.The dynamic height is computed by dividing the NAVD 88
 QS0160.geopotential number by the normal gravity value computed on the
 QS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0160.degrees latitude (g = 980.6199 gals.).
 QS0160
 QS0160.The modeled gravity was interpolated from observed gravity values.
 QS0160
 QS0160;                    North         East    Units  Estimated Accuracy
 QS0160;SPC SD N     -   169,820.      568,160.      MT  (+/- 180 meters Scaled)
 QS0160
 QS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR898239(NAD 83)
 QS0160
 QS0160                          SUPERSEDED SURVEY CONTROL
 QS0160
 QS0160  NGVD 29 (??/??/92)  523.498  (m)         1717.51   (f) ADJ UNCH    2 0
 QS0160
 QS0160.Superseded values are not recommended for survey control.
 QS0160
 QS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0160.See file dsdata.pdf to determine how the superseded data were derived.
 QS0160
 QS0160_MARKER: DB = BENCH MARK DISK
 QS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0160_STAMPING: M 304 1945
 QS0160_MARK LOGO: CGS
 QS0160_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0160+STABILITY: SURFACE MOTION
 QS0160
 QS0160  HISTORY     - Date     Condition        Report By
 QS0160  HISTORY     - 1945     MONUMENTED       CGS
 QS0160
 QS0160                          STATION DESCRIPTION
 QS0160
 QS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0160'16.8 MI S FROM MOBRIDGE.
 QS0160'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0160'THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST
 QS0160'1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 9.3 MILES ALONG
 QS0160'GRAVELED ROAD, THENCE SOUTHEAST 2.3 MILES ALONG A GRAVELED ROAD TO
 QS0160'SITE OF MARK, BENCH MARK IS ON TOP OF A LONG HILL ABOUT 0.9
 QS0160'MILES SOUTHEAST OF THE CATHOLIC CHURCH AT MOREAU, 40.0 FEET
 QS0160'NORTHEAST OF AND ABOUT 2.0 FEET LOWER THAN CENTERLINE OF ROAD, 14.0
 QS0160'FEET SOUTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF A FENCE,
 QS0160'1.0 FOOT NORTHWEST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED
 QS0160'M 304 1945 IS SET IN TOP OF A CONCRETE POST WHICH PROJECTS 6
 QS0160'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0184 ***********************************************************************
 QS0184  DESIGNATION -  M 305
 QS0184  PID         -  QS0184
 QS0184  STATE/COUNTY-  SD/DEWEY
 QS0184  COUNTRY     -  US
 QS0184  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0184
 QS0184                         *CURRENT SURVEY CONTROL
 QS0184  ______________________________________________________________________
 QS0184* NAD 83(1986) POSITION- 45 05 27.40   (N) 100 21 50.96   (W)   HD_HELD1
 QS0184* NAVD 88 ORTHO HEIGHT -   552.148 (meters)     1811.51  (feet) ADJUSTED
 QS0184  ______________________________________________________________________
 QS0184  GEOID HEIGHT    -        -22.349 (meters)                     GEOID18
 QS0184  DYNAMIC HEIGHT  -        552.071 (meters)     1811.25  (feet) COMP
 QS0184  MODELED GRAVITY -    980,460.1   (mgal)                       NAVD 88
 QS0184
 QS0184  VERT ORDER      -  FIRST     CLASS II
 QS0184
 QS0184.The horizontal coordinates were determined by differentially corrected
 QS0184.hand held GPS observations or other comparable positioning techniques
 QS0184.and have an estimated accuracy of +/- 3 meters.
 QS0184
 QS0184.The orthometric height was determined by differential leveling and
 QS0184.adjusted by the NATIONAL GEODETIC SURVEY
 QS0184.in July 1998.
 QS0184
 QS0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0184.GEOID18 height accuracy estimate available here.
 QS0184
 QS0184.Click photographs - Photos may exist for this station.
 QS0184
 QS0184.The dynamic height is computed by dividing the NAVD 88
 QS0184.geopotential number by the normal gravity value computed on the
 QS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0184.degrees latitude (g = 980.6199 gals.).
 QS0184
 QS0184.The modeled gravity was interpolated from observed gravity values.
 QS0184
 QS0184;                    North         East    Units  Estimated Accuracy
 QS0184;SPC SD N     -   139,813.4     571,334.8     MT  (+/- 3 meters HH1 GPS) 
 QS0184
 QS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9265393958(NAD 83)
 QS0184
 QS0184                          SUPERSEDED SURVEY CONTROL
 QS0184
 QS0184  NAVD 88 (06/15/91)  552.145  (m)         1811.50   (f) SUPERSEDED  1 2
 QS0184  NGVD 29 (??/??/92)  551.768  (m)         1810.26   (f) ADJ UNCH    1 2
 QS0184
 QS0184.Superseded values are not recommended for survey control.
 QS0184
 QS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0184.See file dsdata.pdf to determine how the superseded data were derived.
 QS0184
 QS0184_MARKER: DB = BENCH MARK DISK
 QS0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0184_STAMPING: M 305 1945
 QS0184_MARK LOGO: CGS
 QS0184_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0184+STABILITY: SURFACE MOTION
 QS0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0184+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0184
 QS0184  HISTORY     - Date     Condition        Report By
 QS0184  HISTORY     - 1945     MONUMENTED       CGS
 QS0184  HISTORY     - 19960425 GOOD             NGS
 QS0184  HISTORY     - 20120626 GOOD             INDIV
 QS0184
 QS0184                          STATION DESCRIPTION
 QS0184
 QS0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0184'6.5 MI NW FROM CHEYENNE AGENCY.
 QS0184'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0184'WESTERLY 6.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0184'MARK IS 41.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN
 QS0184'CENTERLINE OF ROAD, 82.0 FEET NORTHEAST OF THE SOUTHEAST END OF
 QS0184'A GUARD RAIL FENCE, 1.0 FOOT SOUTHEAST OF A 4 X 4 MARKER POST.
 QS0184'AN IRON DISK STAMPED M 305 1945 IS SET IN TOP OF CONCRETE POST
 QS0184'WHICH PROJECTS 5 INCHES ABOVE GROUND.
 QS0184
 QS0184                          STATION RECOVERY (1996)
 QS0184
 QS0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0184'36.6 KM (22.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0184'OF EXENE STREET IN GETTYSBURG, THENCE 2.6 KM (1.60 MI) NORTHERLY ALONG
 QS0184'A DIRT ROAD, 10.6 M (34.8 FT) EAST OF THE ROAD CENTER, 0.3 M (1.0 FT)
 QS0184'BELOW THE LEVEL OF THE ROAD, AND THE M0NUMENT PROJECTS 0.2 M (0.7 FT)
 QS0184'ABOVE THE GROUND SURFACE.
 QS0184
 QS0184                          STATION RECOVERY (2012)
 QS0184
 QS0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0125 ***********************************************************************
 QS0125  DESIGNATION -  M 306 RESET
 QS0125  PID         -  QS0125
 QS0125  STATE/COUNTY-  SD/CORSON
 QS0125  COUNTRY     -  US
 QS0125  USGS QUAD   -  KENEL (2017)
 QS0125
 QS0125                         *CURRENT SURVEY CONTROL
 QS0125  ______________________________________________________________________
 QS0125* NAD 83(1986) POSITION- 45 48 14.     (N) 100 28 47.     (W)   SCALED
 QS0125* NAVD 88 ORTHO HEIGHT -   617.33  (meters)     2025.4   (feet) RESET
 QS0125  ______________________________________________________________________
 QS0125  GEOID HEIGHT    -        -21.629 (meters)                     GEOID18
 QS0125  VERT ORDER      -  THIRD
 QS0125
 QS0125.The horizontal coordinates were scaled from a map and have
 QS0125.an estimated accuracy of +/- 6 seconds.
 QS0125
 QS0125.The orthometric height was computed from unverified reset data.
 QS0125
 QS0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0125.GEOID18 height accuracy estimate available here.
 QS0125
 QS0125.Click photographs - Photos may exist for this station.
 QS0125
 QS0125;                    North         East    Units  Estimated Accuracy
 QS0125;SPC SD N     -   219,090.      562,710.      MT  (+/- 180 meters Scaled)
 QS0125
 QS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR850733(NAD 83)
 QS0125
 QS0125                          SUPERSEDED SURVEY CONTROL
 QS0125
 QS0125.No superseded survey control is available for this station.
 QS0125
 QS0125_MARKER: DB = BENCH MARK DISK
 QS0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0125_STAMPING: M 306 RESET 1971
 QS0125_MARK LOGO: CGS
 QS0125_PROJECTION: PROJECTING 5 CENTIMETERS
 QS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0125+STABILITY: SURFACE MOTION
 QS0125
 QS0125  HISTORY     - Date     Condition        Report By
 QS0125  HISTORY     - 1971     MONUMENTED       NGS
 QS0125
 QS0125                          STATION DESCRIPTION
 QS0125
 QS0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QS0125'12.5 MI N FROM WAKPALA.
 QS0125'2.5 MILES EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 QS0125'WAKPALA, THENCE NORTH 10.0 MILES TO A T ROAD WEST, 215 FEET SOUTH
 QS0125'OF THE SOUTHWEST CORNER OF A SMALL BARN, 110 FEET NORTHEAST OF
 QS0125'THE CENTER OF THE JUNCTION OF THE ROADS, 75 FEET EAST OF THE
 QS0125'CENTER OF THE NORTH-SOUTH ROAD, SET IN A SQUARE CONCRETE
 QS0125'MONUMENT WHICH PROJECTS 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0343 ***********************************************************************
 QS0343  DESIGNATION -  M 307
 QS0343  PID         -  QS0343
 QS0343  STATE/COUNTY-  SD/CORSON
 QS0343  COUNTRY     -  US
 QS0343  USGS QUAD   -  MAHTO (2017)
 QS0343
 QS0343                         *CURRENT SURVEY CONTROL
 QS0343  ______________________________________________________________________
 QS0343* NAD 83(1986) POSITION- 45 45 07.44   (N) 100 39 33.93   (W)   HD_HELD1
 QS0343* NAVD 88 ORTHO HEIGHT -   548.662 (meters)     1800.07  (feet) ADJUSTED
 QS0343  ______________________________________________________________________
 QS0343  GEOID HEIGHT    -        -21.329 (meters)                     GEOID18
 QS0343  DYNAMIC HEIGHT  -        548.624 (meters)     1799.94  (feet) COMP
 QS0343  MODELED GRAVITY -    980,528.8   (mgal)                       NAVD 88
 QS0343
 QS0343  VERT ORDER      -  SECOND    CLASS 0
 QS0343
 QS0343.The horizontal coordinates were determined by differentially corrected
 QS0343.hand held GPS observations or other comparable positioning techniques
 QS0343.and have an estimated accuracy of +/- 3 meters.
 QS0343
 QS0343.The orthometric height was determined by differential leveling and
 QS0343.adjusted by the NATIONAL GEODETIC SURVEY
 QS0343.in June 1991.
 QS0343
 QS0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0343.GEOID18 height accuracy estimate available here.
 QS0343
 QS0343.Click photographs - Photos may exist for this station.
 QS0343
 QS0343.The dynamic height is computed by dividing the NAVD 88
 QS0343.geopotential number by the normal gravity value computed on the
 QS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0343.degrees latitude (g = 980.6199 gals.).
 QS0343
 QS0343.The modeled gravity was interpolated from observed gravity values.
 QS0343
 QS0343;                    North         East    Units  Estimated Accuracy
 QS0343;SPC SD N     -   213,432.5     548,690.9     MT  (+/- 3 meters HH1 GPS) 
 QS0343
 QS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7093467840(NAD 83)
 QS0343
 QS0343                          SUPERSEDED SURVEY CONTROL
 QS0343
 QS0343  NGVD 29 (??/??/92)  548.272  (m)         1798.79   (f) ADJ UNCH    2 0
 QS0343
 QS0343.Superseded values are not recommended for survey control.
 QS0343
 QS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0343.See file dsdata.pdf to determine how the superseded data were derived.
 QS0343
 QS0343_MARKER: DB = BENCH MARK DISK
 QS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0343_STAMPING: M 307 1945
 QS0343_MARK LOGO: CGS
 QS0343_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0343+STABILITY: SURFACE MOTION
 QS0343
 QS0343  HISTORY     - Date     Condition        Report By
 QS0343  HISTORY     - 1945     MONUMENTED       CGS
 QS0343  HISTORY     - 1950     POOR             USGS
 QS0343
 QS0343                          STATION DESCRIPTION
 QS0343
 QS0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0343'1 MI SE FROM MAHTO.
 QS0343'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0343'AND PACIFIC RAILROAD FROM THE STATION AT MAHTO, CORSON COUNTY,
 QS0343'AT THE EAST END OF A DEEP CUT, 200 FEET NORTHWEST OF THE NINTH
 QS0343'POLE EAST OF MILEPOST 827, 48 FEET NORTH OF THE CENTER LINE OF
 QS0343'THE TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF
 QS0343'A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 QS0343'TRACK.  AN IRON BENCH-MARK DISK, STAMPED M 307 1945 AND SET IN
 QS0343'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 QS0343
 QS0343                          STATION RECOVERY (1950)
 QS0343
 QS0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QS0343'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0241 ***********************************************************************
 QS0241  DESIGNATION -  M 308
 QS0241  PID         -  QS0241
 QS0241  STATE/COUNTY-  SD/DEWEY
 QS0241  COUNTRY     -  US
 QS0241  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0241
 QS0241                         *CURRENT SURVEY CONTROL
 QS0241  ______________________________________________________________________
 QS0241* NAD 83(1986) POSITION- 45 04 09.     (N) 100 23 47.     (W)   SCALED
 QS0241* NAVD 88 ORTHO HEIGHT -   572.253 (meters)     1877.47  (feet) ADJUSTED
 QS0241  ______________________________________________________________________
 QS0241  GEOID HEIGHT    -        -22.375 (meters)                     GEOID18
 QS0241  DYNAMIC HEIGHT  -        572.167 (meters)     1877.18  (feet) COMP
 QS0241  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 QS0241
 QS0241  VERT ORDER      -  SECOND    CLASS 0
 QS0241
 QS0241.The horizontal coordinates were scaled from a map and have
 QS0241.an estimated accuracy of +/- 6 seconds.
 QS0241
 QS0241.The orthometric height was determined by differential leveling and
 QS0241.adjusted by the NATIONAL GEODETIC SURVEY
 QS0241.in June 1991.
 QS0241
 QS0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0241.GEOID18 height accuracy estimate available here.
 QS0241
 QS0241.Click photographs - Photos may exist for this station.
 QS0241
 QS0241.The dynamic height is computed by dividing the NAVD 88
 QS0241.geopotential number by the normal gravity value computed on the
 QS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0241.degrees latitude (g = 980.6199 gals.).
 QS0241
 QS0241.The modeled gravity was interpolated from observed gravity values.
 QS0241
 QS0241;                    North         East    Units  Estimated Accuracy
 QS0241;SPC SD N     -   137,410.      568,790.      MT  (+/- 180 meters Scaled)
 QS0241
 QS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ900915(NAD 83)
 QS0241
 QS0241                          SUPERSEDED SURVEY CONTROL
 QS0241
 QS0241  NGVD 29 (??/??/92)  571.86   (m)         1876.2    (f) COMPUTED    2 0
 QS0241
 QS0241.Superseded values are not recommended for survey control.
 QS0241
 QS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0241.See file dsdata.pdf to determine how the superseded data were derived.
 QS0241
 QS0241_MARKER: DB = BENCH MARK DISK
 QS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0241_STAMPING: M 308 1945
 QS0241_MARK LOGO: CGS
 QS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0241+STABILITY: SURFACE MOTION
 QS0241
 QS0241  HISTORY     - Date     Condition        Report By
 QS0241  HISTORY     - 1945     MONUMENTED       CGS
 QS0241  HISTORY     - 19960518 MARK NOT FOUND   NGS
 QS0241
 QS0241                          STATION DESCRIPTION
 QS0241
 QS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0241'4.8 MI NW FROM CHEYENNE AGENCY.
 QS0241'4.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0241'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0241'THENCE ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 212, 52-1/2 FEET
 QS0241'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTHEAST OF A
 QS0241'POLE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 QS0241'LEVEL WITH THE HIGHWAY.  AN IRON BENCH-MARK DISK, STAMPED M 308
 QS0241'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 QS0241'5 INCHES ABOVE GROUND.
 QS0241
 QS0241                          STATION RECOVERY (1996)
 QS0241
 QS0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0040 ***********************************************************************
 PT0040  DESIGNATION -  M 309
 PT0040  PID         -  PT0040
 PT0040  STATE/COUNTY-  SD/HUGHES
 PT0040  COUNTRY     -  US
 PT0040  USGS QUAD   -  OKOBOJO SW (2017)
 PT0040
 PT0040                         *CURRENT SURVEY CONTROL
 PT0040  ______________________________________________________________________
 PT0040* NAD 83(1986) POSITION- 44 31 39.     (N) 100 29 18.     (W)   SCALED
 PT0040* NAVD 88 ORTHO HEIGHT -   520.977 (meters)     1709.24  (feet) ADJUSTED
 PT0040  ______________________________________________________________________
 PT0040  GEOID HEIGHT    -        -22.913 (meters)                     GEOID18
 PT0040  DYNAMIC HEIGHT  -        520.878 (meters)     1708.91  (feet) COMP
 PT0040  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 PT0040
 PT0040  VERT ORDER      -  FIRST     CLASS II
 PT0040
 PT0040.The horizontal coordinates were scaled from a map and have
 PT0040.an estimated accuracy of +/- 6 seconds.
 PT0040
 PT0040.The orthometric height was determined by differential leveling and
 PT0040.adjusted by the NATIONAL GEODETIC SURVEY
 PT0040.in June 1991.
 PT0040
 PT0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0040.GEOID18 height accuracy estimate available here.
 PT0040
 PT0040.Click photographs - Photos may exist for this station.
 PT0040
 PT0040.The dynamic height is computed by dividing the NAVD 88
 PT0040.geopotential number by the normal gravity value computed on the
 PT0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0040.degrees latitude (g = 980.6199 gals.).
 PT0040
 PT0040.The modeled gravity was interpolated from observed gravity values.
 PT0040
 PT0040;                    North         East    Units  Estimated Accuracy
 PT0040;SPC SD S     -   243,780.      587,680.      MT  (+/- 180 meters Scaled)
 PT0040
 PT0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ817315(NAD 83)
 PT0040
 PT0040                          SUPERSEDED SURVEY CONTROL
 PT0040
 PT0040  NGVD 29 (??/??/92)  520.594  (m)         1707.98   (f) ADJ UNCH    1 2
 PT0040
 PT0040.Superseded values are not recommended for survey control.
 PT0040
 PT0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0040.See file dsdata.pdf to determine how the superseded data were derived.
 PT0040
 PT0040_MARKER: DB = BENCH MARK DISK
 PT0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0040_STAMPING: M 309 1946
 PT0040_MARK LOGO: CGS
 PT0040_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0040+STABILITY: SURFACE MOTION
 PT0040
 PT0040  HISTORY     - Date     Condition        Report By
 PT0040  HISTORY     - 1946     MONUMENTED       CGS
 PT0040  HISTORY     - 1949     GOOD             CGS
 PT0040  HISTORY     - 1951     GOOD             CGS
 PT0040
 PT0040                          STATION DESCRIPTION
 PT0040
 PT0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0040'17.8 MI NW FROM PIERRE.
 PT0040'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0040'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0040'GRAY GOOSE DANCE HALL, THENCE 5.0 MILES WEST ALONG A GRAVELED
 PT0040'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.75
 PT0040'MILES WEST ALONG A DIRT ROAD, THENCE 0.65 MILE NORTHWEST ALONG
 PT0040'A DIRT ROAD, ON THE CREST OF A BLUFF OVER-LOOKING THE MISSOURI
 PT0040'RIVER TO THE NORTHWEST, 37 FEET NORTHEAST OF THE CENTER LINE
 PT0040'OF DIRT ROAD, 7.0 FEET NORTH OF A FENCE CORNER, 2.0 FEET SOUTH
 PT0040'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0040'0.4 FOOT ABOVE THE GROUND.
 PT0040
 PT0040                          STATION RECOVERY (1951)
 PT0040
 PT0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0239 ***********************************************************************
 QT0239  DESIGNATION -  M 31
 QT0239  PID         -  QT0239
 QT0239  STATE/COUNTY-  SD/HARDING
 QT0239  COUNTRY     -  US
 QT0239  USGS QUAD   -  REVA (2017)
 QT0239
 QT0239                         *CURRENT SURVEY CONTROL
 QT0239  ______________________________________________________________________
 QT0239* NAD 83(1986) POSITION- 45 32 42.     (N) 103 01 58.     (W)   SCALED
 QT0239* NAVD 88 ORTHO HEIGHT -   917.691 (meters)     3010.79  (feet) ADJUSTED
 QT0239  ______________________________________________________________________
 QT0239  GEOID HEIGHT    -        -16.810 (meters)                     GEOID18
 QT0239  DYNAMIC HEIGHT  -        917.539 (meters)     3010.29  (feet) COMP
 QT0239  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 QT0239
 QT0239  VERT ORDER      -  FIRST     CLASS II
 QT0239
 QT0239.The horizontal coordinates were scaled from a map and have
 QT0239.an estimated accuracy of +/- 6 seconds.
 QT0239
 QT0239.The orthometric height was determined by differential leveling and
 QT0239.adjusted by the NATIONAL GEODETIC SURVEY
 QT0239.in June 1991.
 QT0239
 QT0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0239.GEOID18 height accuracy estimate available here.
 QT0239
 QT0239.Click photographs - Photos may exist for this station.
 QT0239
 QT0239.The dynamic height is computed by dividing the NAVD 88
 QT0239.geopotential number by the normal gravity value computed on the
 QT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0239.degrees latitude (g = 980.6199 gals.).
 QT0239
 QT0239.The modeled gravity was interpolated from observed gravity values.
 QT0239
 QT0239;                    North         East    Units  Estimated Accuracy
 QT0239;SPC SD N     -   194,650.      363,210.      MT  (+/- 180 meters Scaled)
 QT0239
 QT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL535453(NAD 83)
 QT0239
 QT0239                          SUPERSEDED SURVEY CONTROL
 QT0239
 QT0239  NGVD 29 (??/??/92)  917.216  (m)         3009.23   (f) ADJ UNCH    1 2
 QT0239
 QT0239.Superseded values are not recommended for survey control.
 QT0239
 QT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0239.See file dsdata.pdf to determine how the superseded data were derived.
 QT0239
 QT0239_MARKER: DB = BENCH MARK DISK
 QT0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0239_STAMPING: M 31 1934
 QT0239_MARK LOGO: CGS
 QT0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0239+STABILITY: SURFACE MOTION
 QT0239
 QT0239  HISTORY     - Date     Condition        Report By
 QT0239  HISTORY     - 1934     MONUMENTED       CGS
 QT0239  HISTORY     - 1953     GOOD             CGS
 QT0239  HISTORY     - 1966     MARK NOT FOUND   USGS
 QT0239  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0239
 QT0239                          STATION DESCRIPTION
 QT0239
 QT0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QT0239'2.5 MI E FROM REVA.
 QT0239'2.5 MILES EAST ALONG STATE HIGHWAY 8 FROM REVA, HARDING COUNTY,
 QT0239'IN THE SOUTHWEST CORNER OF THE YARD OF THE SLIM BUTTES LUTHERAN
 QT0239'CHURCH, ABOUT 35 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QT0239'BUILDING, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT
 QT0239'A T-ANGLE IN THE FENCE, AND 6 FEET FROM EACH FENCE.  A STANDARD
 QT0239'DISK, STAMPED M 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0239
 QT0239                          STATION RECOVERY (1966)
 QT0239
 QT0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QT0239'MARK NOT FOUND.
 QT0239
 QT0239                          STATION RECOVERY (1999)
 QT0239
 QT0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0239'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0059 ***********************************************************************
 PT0059  DESIGNATION -  M 310
 PT0059  PID         -  PT0059
 PT0059  STATE/COUNTY-  SD/SULLY
 PT0059  COUNTRY     -  US
 PT0059  USGS QUAD   -  OKOBOJO (2017)
 PT0059
 PT0059                         *CURRENT SURVEY CONTROL
 PT0059  ______________________________________________________________________
 PT0059* NAD 83(1986) POSITION- 44 42 24.     (N) 100 26 50.     (W)   SCALED
 PT0059* NAVD 88 ORTHO HEIGHT -   561.652 (meters)     1842.69  (feet) ADJUSTED
 PT0059  ______________________________________________________________________
 PT0059  GEOID HEIGHT    -        -22.673 (meters)                     GEOID18
 PT0059  DYNAMIC HEIGHT  -        561.552 (meters)     1842.36  (feet) COMP
 PT0059  MODELED GRAVITY -    980,421.5   (mgal)                       NAVD 88
 PT0059
 PT0059  VERT ORDER      -  SECOND    CLASS 0
 PT0059
 PT0059.The horizontal coordinates were scaled from a map and have
 PT0059.an estimated accuracy of +/- 6 seconds.
 PT0059
 PT0059.The orthometric height was determined by differential leveling and
 PT0059.adjusted by the NATIONAL GEODETIC SURVEY
 PT0059.in June 1991.
 PT0059
 PT0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0059.GEOID18 height accuracy estimate available here.
 PT0059
 PT0059.Click photographs - Photos may exist for this station.
 PT0059
 PT0059.The dynamic height is computed by dividing the NAVD 88
 PT0059.geopotential number by the normal gravity value computed on the
 PT0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0059.degrees latitude (g = 980.6199 gals.).
 PT0059
 PT0059.The modeled gravity was interpolated from observed gravity values.
 PT0059
 PT0059;                    North         East    Units  Estimated Accuracy
 PT0059;SPC SD N     -    97,140.      564,560.      MT  (+/- 180 meters Scaled)
 PT0059
 PT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ853513(NAD 83)
 PT0059
 PT0059                          SUPERSEDED SURVEY CONTROL
 PT0059
 PT0059  NGVD 29 (??/??/92)  561.266  (m)         1841.42   (f) ADJ UNCH    2 0
 PT0059
 PT0059.Superseded values are not recommended for survey control.
 PT0059
 PT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0059.See file dsdata.pdf to determine how the superseded data were derived.
 PT0059
 PT0059_MARKER: DB = BENCH MARK DISK
 PT0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0059_STAMPING: M 310 1946
 PT0059_MARK LOGO: CGS
 PT0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0059+STABILITY: SURFACE MOTION
 PT0059
 PT0059  HISTORY     - Date     Condition        Report By
 PT0059  HISTORY     - 1946     MONUMENTED       CGS
 PT0059  HISTORY     - 1964     GOOD             USGS
 PT0059
 PT0059                          STATION DESCRIPTION
 PT0059
 PT0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0059'28.9 MI NW FROM PIERRE.
 PT0059'28.9 MILES NORTHWEST ALONG A GRADED COUNTY ROAD, 9.6 MILES
 PT0059'NORTH THENCE 5.0 MILES WEST THENCE 14.3 MILES NORTH OF THE
 PT0059'POST OFFICE IN PIERRE, AT GRANDVIEW SCHOOL, 140 FEET WEST
 PT0059'OF THE CENTER OF A NORTH-SOUTH ROAD, 39 FEET SOUTH OF THE
 PT0059'CENTER OF A GRAVELED ROAD, 90 FEET NORTHWEST OF THE NORTHWEST
 PT0059'CORNER OF THE SCHOOL BUILDING, 21 FEET EAST OF A CORNER FENCE
 PT0059'POST, 2 FEET WEST OF WITNESS POST.  NEAR COR. SECS. 2, 3, 10
 PT0059'AND 11, T. 114N., R. 0 W.
 PT0059
 PT0059                          STATION RECOVERY (1964)
 PT0059
 PT0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0024 ***********************************************************************
 QS0024  DESIGNATION -  M 311
 QS0024  PID         -  QS0024
 QS0024  STATE/COUNTY-  SD/CAMPBELL
 QS0024  COUNTRY     -  US
 QS0024  USGS QUAD   -  POLLOCK (2017)
 QS0024
 QS0024                         *CURRENT SURVEY CONTROL
 QS0024  ______________________________________________________________________
 QS0024* NAD 83(1986) POSITION- 45 54 25.     (N) 100 17 10.     (W)   SCALED
 QS0024* NAVD 88 ORTHO HEIGHT -   490.211 (meters)     1608.30  (feet) ADJUSTED
 QS0024  ______________________________________________________________________
 QS0024  GEOID HEIGHT    -        -21.884 (meters)                     GEOID18
 QS0024  DYNAMIC HEIGHT  -        490.186 (meters)     1608.22  (feet) COMP
 QS0024  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 QS0024
 QS0024  VERT ORDER      -  FIRST     CLASS II
 QS0024
 QS0024.The horizontal coordinates were scaled from a map and have
 QS0024.an estimated accuracy of +/- 6 seconds.
 QS0024
 QS0024.The orthometric height was determined by differential leveling and
 QS0024.adjusted by the NATIONAL GEODETIC SURVEY
 QS0024.in June 1991.
 QS0024
 QS0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0024.GEOID18 height accuracy estimate available here.
 QS0024
 QS0024.Click photographs - Photos may exist for this station.
 QS0024
 QS0024.The dynamic height is computed by dividing the NAVD 88
 QS0024.geopotential number by the normal gravity value computed on the
 QS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0024.degrees latitude (g = 980.6199 gals.).
 QS0024
 QS0024.The modeled gravity was interpolated from observed gravity values.
 QS0024
 QS0024;                    North         East    Units  Estimated Accuracy
 QS0024;SPC SD N     -   230,480.      577,800.      MT  (+/- 180 meters Scaled)
 QS0024
 QS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR002845(NAD 83)
 QS0024
 QS0024                          SUPERSEDED SURVEY CONTROL
 QS0024
 QS0024  NGVD 29 (??/??/92)  489.831  (m)         1607.05   (f) ADJ UNCH    1 2
 QS0024
 QS0024.Superseded values are not recommended for survey control.
 QS0024
 QS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0024.See file dsdata.pdf to determine how the superseded data were derived.
 QS0024
 QS0024_MARKER: DB = BENCH MARK DISK
 QS0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0024_SP_SET: BRIDGE
 QS0024_STAMPING: M 311 1945
 QS0024_MARK LOGO: CGS
 QS0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0024
 QS0024  HISTORY     - Date     Condition        Report By
 QS0024  HISTORY     - 1945     MONUMENTED       CGS
 QS0024  HISTORY     - 1949     GOOD             CGS
 QS0024  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0024
 QS0024                          STATION DESCRIPTION
 QS0024
 QS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0024'0.1 MI S FROM POLLOCK.
 QS0024'0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 QS0024'AT POLLOCK, IN THE TOP OF THE SOUTHWEST WINGWALL OF A 65 FOOT
 QS0024'STEEL AND CONCRETE BRIDGE OVER SPRING CREEK, 2.0 FEET NORTHEAST
 QS0024'OF THE SOUTHWEST END OF THE WINGWALL, 3.0 FEET HIGHER THAN THE
 QS0024'ROAD.  NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED
 QS0024'APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0024
 QS0024                          STATION RECOVERY (1964)
 QS0024
 QS0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0170 ***********************************************************************
 PT0170  DESIGNATION -  M 312
 PT0170  PID         -  PT0170
 PT0170  STATE/COUNTY-  SD/HUGHES
 PT0170  COUNTRY     -  US
 PT0170  USGS QUAD   -  ROUSSEAU (2017)
 PT0170
 PT0170                         *CURRENT SURVEY CONTROL
 PT0170  ______________________________________________________________________
 PT0170* NAD 83(1986) POSITION- 44 17 41.     (N) 100 01 38.     (W)   SCALED
 PT0170* NAVD 88 ORTHO HEIGHT -   444.100 (meters)     1457.02  (feet) ADJUSTED
 PT0170  ______________________________________________________________________
 PT0170  GEOID HEIGHT    -        -23.827 (meters)                     GEOID18
 PT0170  DYNAMIC HEIGHT  -        444.010 (meters)     1456.72  (feet) COMP
 PT0170  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 PT0170
 PT0170  VERT ORDER      -  FIRST     CLASS II
 PT0170
 PT0170.The horizontal coordinates were scaled from a map and have
 PT0170.an estimated accuracy of +/- 6 seconds.
 PT0170
 PT0170.The orthometric height was determined by differential leveling and
 PT0170.adjusted by the NATIONAL GEODETIC SURVEY
 PT0170.in June 1991.
 PT0170
 PT0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0170.GEOID18 height accuracy estimate available here.
 PT0170
 PT0170.Click photographs - Photos may exist for this station.
 PT0170
 PT0170.The dynamic height is computed by dividing the NAVD 88
 PT0170.geopotential number by the normal gravity value computed on the
 PT0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0170.degrees latitude (g = 980.6199 gals.).
 PT0170
 PT0170.The modeled gravity was interpolated from observed gravity values.
 PT0170
 PT0170;                    North         East    Units  Estimated Accuracy
 PT0170;SPC SD S     -   217,950.      624,430.      MT  (+/- 180 meters Scaled)
 PT0170
 PT0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ180051(NAD 83)
 PT0170
 PT0170                          SUPERSEDED SURVEY CONTROL
 PT0170
 PT0170  NGVD 29 (??/??/92)  443.76   (m)         1455.9    (f) COMPUTED    1 2
 PT0170
 PT0170.Superseded values are not recommended for survey control.
 PT0170
 PT0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0170.See file dsdata.pdf to determine how the superseded data were derived.
 PT0170
 PT0170_MARKER: DB = BENCH MARK DISK
 PT0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0170_STAMPING: M 312 1946
 PT0170_MARK LOGO: CGS
 PT0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0170+STABILITY: SURFACE MOTION
 PT0170
 PT0170  HISTORY     - Date     Condition        Report By
 PT0170  HISTORY     - 1946     MONUMENTED       CGS
 PT0170
 PT0170                          STATION DESCRIPTION
 PT0170
 PT0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0170'17.2 MI E FROM PIERRE.
 PT0170'ALONG STATE HIGHWAY NO. 34, 17.2 MILES EAST OF THE POST OFFICE
 PT0170'IN PIERRE, 3.4 MILES EAST OF ROUSSEAU SCHOOL, AT THE TOP OF A
 PT0170'SMALL HILL, 41 FEET SOUTH OF THE CENTER OF THE ROAD, 30 FEET
 PT0170'EAST OF THE EAST END OF A GATE, 2 FEET NORTH OF A FENCE, 2 FEET
 PT0170'WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0171 ***********************************************************************
 PT0171  DESIGNATION -  M 312 RESET
 PT0171  PID         -  PT0171
 PT0171  STATE/COUNTY-  SD/HUGHES
 PT0171  COUNTRY     -  US
 PT0171  USGS QUAD   -  ROUSSEAU (2017)
 PT0171
 PT0171                         *CURRENT SURVEY CONTROL
 PT0171  ______________________________________________________________________
 PT0171* NAD 83(1986) POSITION- 44 17 42.     (N) 100 01 38.     (W)   SCALED
 PT0171* NAVD 88 ORTHO HEIGHT -   443.22  (meters)     1454.1   (feet) RESET
 PT0171  ______________________________________________________________________
 PT0171  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 PT0171  VERT ORDER      -  THIRD
 PT0171
 PT0171.The horizontal coordinates were scaled from a map and have
 PT0171.an estimated accuracy of +/- 6 seconds.
 PT0171
 PT0171.The orthometric height was computed from unverified reset data.
 PT0171
 PT0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0171.GEOID18 height accuracy estimate available here.
 PT0171
 PT0171.Click photographs - Photos may exist for this station.
 PT0171
 PT0171;                    North         East    Units  Estimated Accuracy
 PT0171;SPC SD S     -   217,980.      624,430.      MT  (+/- 180 meters Scaled)
 PT0171
 PT0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ180051(NAD 83)
 PT0171
 PT0171                          SUPERSEDED SURVEY CONTROL
 PT0171
 PT0171.No superseded survey control is available for this station.
 PT0171
 PT0171_MARKER: DB = BENCH MARK DISK
 PT0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0171_STAMPING: M 312 RESET 1955
 PT0171_MARK LOGO: CGS
 PT0171_PROJECTION: FLUSH
 PT0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0171+STABILITY: SURFACE MOTION
 PT0171
 PT0171  HISTORY     - Date     Condition        Report By
 PT0171  HISTORY     - 1955     MONUMENTED       SDHD
 PT0171
 PT0171                          STATION DESCRIPTION
 PT0171
 PT0171'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1955
 PT0171'3 MI E FROM ROUSSEAU.
 PT0171'3.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE PUBLIC SCHOOL
 PT0171'AT ROUSSEAU, AT THE TOP OF A SMALL HILL, 71 FEET SOUTH OF THE
 PT0171'CENTERLINE OF THE HIGHWAY, AND 41 FEET EAST OF THE EAST END OF
 PT0171'A GATE.  A STANDARD DISK, STAMPED M 312 RESET 1955 AND SET IN
 PT0171'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0211 ***********************************************************************
 PT0211  DESIGNATION -  M 313
 PT0211  PID         -  PT0211
 PT0211  STATE/COUNTY-  SD/HUGHES
 PT0211  COUNTRY     -  US
 PT0211  USGS QUAD   -  OAHE DAM (2017)
 PT0211
 PT0211                         *CURRENT SURVEY CONTROL
 PT0211  ______________________________________________________________________
 PT0211* NAD 83(1986) POSITION- 44 27 03.     (N) 100 23 12.     (W)   SCALED
 PT0211* NAVD 88 ORTHO HEIGHT -   444.705 (meters)     1459.00  (feet) ADJUSTED
 PT0211  ______________________________________________________________________
 PT0211  GEOID HEIGHT    -        -23.182 (meters)                     GEOID18
 PT0211  DYNAMIC HEIGHT  -        444.617 (meters)     1458.71  (feet) COMP
 PT0211  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 PT0211
 PT0211  VERT ORDER      -  FIRST     CLASS II
 PT0211
 PT0211.The horizontal coordinates were scaled from a map and have
 PT0211.an estimated accuracy of +/- 6 seconds.
 PT0211
 PT0211.The orthometric height was determined by differential leveling and
 PT0211.adjusted by the NATIONAL GEODETIC SURVEY
 PT0211.in June 1991.
 PT0211
 PT0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0211.GEOID18 height accuracy estimate available here.
 PT0211
 PT0211.Click photographs - Photos may exist for this station.
 PT0211
 PT0211.The dynamic height is computed by dividing the NAVD 88
 PT0211.geopotential number by the normal gravity value computed on the
 PT0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0211.degrees latitude (g = 980.6199 gals.).
 PT0211
 PT0211.The modeled gravity was interpolated from observed gravity values.
 PT0211
 PT0211;                    North         East    Units  Estimated Accuracy
 PT0211;SPC SD S     -   235,250.      595,760.      MT  (+/- 180 meters Scaled)
 PT0211
 PT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ896228(NAD 83)
 PT0211
 PT0211                          SUPERSEDED SURVEY CONTROL
 PT0211
 PT0211  NGVD 29 (??/??/92)  444.322  (m)         1457.75   (f) ADJ UNCH    1 2
 PT0211
 PT0211.Superseded values are not recommended for survey control.
 PT0211
 PT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0211.See file dsdata.pdf to determine how the superseded data were derived.
 PT0211
 PT0211_MARKER: DD = SURVEY DISK
 PT0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0211_STAMPING: M 313
 PT0211_MARK LOGO: USACE
 PT0211_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0211+STABILITY: SURFACE MOTION
 PT0211
 PT0211  HISTORY     - Date     Condition        Report By
 PT0211  HISTORY     - UNK      MONUMENTED       USACE
 PT0211  HISTORY     - 1949     GOOD             CGS
 PT0211  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0211
 PT0211                          STATION DESCRIPTION
 PT0211
 PT0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0211'9 MI NW FROM PIERRE.
 PT0211'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0211'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0211'1.9 MILES WEST ALONG A DIRT ROAD TO THE TOP OF BLUFFS OF THE MISSOURI
 PT0211'RIVER, THENCE 0.5 MILE SOUTHWEST TO THE FOOT OF THE BLUFFS, ON
 PT0211'THE CREST OF A SMALL KNOLL, 85 YARDS NORTHEAST OF A GROVE OF
 PT0211'TREES WHICH ARE ON THE BANK OF THE RIVER, 2.5 FEET EAST OF A
 PT0211'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0211'0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK MAY BE UNDER WATER
 PT0211
 PT0211                          STATION RECOVERY (1973)
 PT0211
 PT0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0478 ***********************************************************************
 PS0478  DESIGNATION -  M 314
 PS0478  PID         -  PS0478
 PS0478  STATE/COUNTY-  SD/HYDE
 PS0478  COUNTRY     -  US
 PS0478  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0478
 PS0478                         *CURRENT SURVEY CONTROL
 PS0478  ______________________________________________________________________
 PS0478* NAD 83(1986) POSITION- 44 16 47.     (N) 099 35 01.     (W)   SCALED
 PS0478* NAVD 88 ORTHO HEIGHT -   624.800 (meters)     2049.86  (feet) ADJUSTED
 PS0478  ______________________________________________________________________
 PS0478  GEOID HEIGHT    -        -24.043 (meters)                     GEOID18
 PS0478  DYNAMIC HEIGHT  -        624.663 (meters)     2049.42  (feet) COMP
 PS0478  MODELED GRAVITY -    980,379.9   (mgal)                       NAVD 88
 PS0478
 PS0478  VERT ORDER      -  SECOND    CLASS 0
 PS0478
 PS0478.The horizontal coordinates were scaled from a map and have
 PS0478.an estimated accuracy of +/- 6 seconds.
 PS0478
 PS0478.The orthometric height was determined by differential leveling and
 PS0478.adjusted by the NATIONAL GEODETIC SURVEY
 PS0478.in June 1991.
 PS0478
 PS0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0478.GEOID18 height accuracy estimate available here.
 PS0478
 PS0478.Click photographs - Photos may exist for this station.
 PS0478
 PS0478.The dynamic height is computed by dividing the NAVD 88
 PS0478.geopotential number by the normal gravity value computed on the
 PS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0478.degrees latitude (g = 980.6199 gals.).
 PS0478
 PS0478.The modeled gravity was interpolated from observed gravity values.
 PS0478
 PS0478;                    North         East    Units  Estimated Accuracy
 PS0478;SPC SD N     -    49,690.      633,240.      MT  (+/- 180 meters Scaled)
 PS0478
 PS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ534031(NAD 83)
 PS0478
 PS0478                          SUPERSEDED SURVEY CONTROL
 PS0478
 PS0478  NGVD 29 (??/??/92)  624.450  (m)         2048.72   (f) ADJ UNCH    2 0
 PS0478
 PS0478.Superseded values are not recommended for survey control.
 PS0478
 PS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0478.See file dsdata.pdf to determine how the superseded data were derived.
 PS0478
 PS0478_MARKER: DB = BENCH MARK DISK
 PS0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0478_STAMPING: M 314 1946
 PS0478_MARK LOGO: CGS
 PS0478_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0478+STABILITY: SURFACE MOTION
 PS0478
 PS0478  HISTORY     - Date     Condition        Report By
 PS0478  HISTORY     - 1946     MONUMENTED       CGS
 PS0478
 PS0478                          STATION DESCRIPTION
 PS0478
 PS0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0478'10 MI NW FROM STEPHAN.
 PS0478'10.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK
 PS0478'MAY BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG
 PS0478'A GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE
 PS0478'1.0 MILE NORTH ALONG STATE HIGHWAY 47, THENCE 7.0 MILES WEST
 PS0478'ALONG A GRAVEL ROAD, AND THENCE 1.0 MILE NORTH ALONG A GRAVEL
 PS0478'ROAD.  IT IS 42.3 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PS0478'5.4 FEET SOUTH OF A CROW CREEK INDIAN RESERVATION SIGN, 2.6 FEET
 PS0478'SOUTH OF A FENCE, 1.6 FEET NORTH OF A LARGE BOULDER, 2.3 FEET
 PS0478'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 PS0478'A STANDARD DISK, STAMPED M 314 1946 AND SET IN THE TOP OF A
 PS0478'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0491 ***********************************************************************
 PS0491  DESIGNATION -  M 315
 PS0491  PID         -  PS0491
 PS0491  STATE/COUNTY-  SD/HUGHES
 PS0491  COUNTRY     -  US
 PS0491  USGS QUAD   -  DE GREY SE (2017)
 PS0491
 PS0491                         *CURRENT SURVEY CONTROL
 PS0491  ______________________________________________________________________
 PS0491* NAD 83(1986) POSITION- 44 18 33.     (N) 099 48 17.     (W)   SCALED
 PS0491* NAVD 88 ORTHO HEIGHT -   503.826 (meters)     1652.97  (feet) ADJUSTED
 PS0491  ______________________________________________________________________
 PS0491  GEOID HEIGHT    -        -23.961 (meters)                     GEOID18
 PS0491  DYNAMIC HEIGHT  -        503.717 (meters)     1652.61  (feet) COMP
 PS0491  MODELED GRAVITY -    980,386.2   (mgal)                       NAVD 88
 PS0491
 PS0491  VERT ORDER      -  SECOND    CLASS 0
 PS0491
 PS0491.The horizontal coordinates were scaled from a map and have
 PS0491.an estimated accuracy of +/- 6 seconds.
 PS0491
 PS0491.The orthometric height was determined by differential leveling and
 PS0491.adjusted by the NATIONAL GEODETIC SURVEY
 PS0491.in June 1991.
 PS0491
 PS0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0491.GEOID18 height accuracy estimate available here.
 PS0491
 PS0491.Click photographs - Photos may exist for this station.
 PS0491
 PS0491.The dynamic height is computed by dividing the NAVD 88
 PS0491.geopotential number by the normal gravity value computed on the
 PS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0491.degrees latitude (g = 980.6199 gals.).
 PS0491
 PS0491.The modeled gravity was interpolated from observed gravity values.
 PS0491
 PS0491;                    North         East    Units  Estimated Accuracy
 PS0491;SPC SD S     -   219,640.      642,180.      MT  (+/- 180 meters Scaled)
 PS0491
 PS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ358065(NAD 83)
 PS0491
 PS0491                          SUPERSEDED SURVEY CONTROL
 PS0491
 PS0491  NGVD 29 (??/??/92)  503.481  (m)         1651.84   (f) ADJ UNCH    2 0
 PS0491
 PS0491.Superseded values are not recommended for survey control.
 PS0491
 PS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0491.See file dsdata.pdf to determine how the superseded data were derived.
 PS0491
 PS0491_MARKER: DB = BENCH MARK DISK
 PS0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0491_STAMPING: M 315 1946
 PS0491_MARK LOGO: CGS
 PS0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0491+STABILITY: SURFACE MOTION
 PS0491
 PS0491  HISTORY     - Date     Condition        Report By
 PS0491  HISTORY     - 1946     MONUMENTED       CGS
 PS0491  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0491
 PS0491                          STATION DESCRIPTION
 PS0491
 PS0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0491'7.1 MI NE FROM DE GREY.
 PS0491'7.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0491'AT DE GREY, HUGHES COUNTY, 3.0 MILES EAST OF GIDDINGS SCHOOL,
 PS0491'NEAR A SECTION CORNER, AT A ROAD INTERSECTION, 52 FEET SOUTH OF
 PS0491'THE CENTER LINE OF THE EAST-AND-WEST ROAD, 36 FEET EAST OF THE
 PS0491'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 7 FEET SOUTH OF THE SOUTH
 PS0491'END OF A GATE, 3 FEET EAST OF A FENCE, AND 2 FEET NORTH OF A
 PS0491'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 315 1946
 PS0491'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD CONSTRUCTION
 PS0491'IN AREA.
 PS0491
 PS0491                          STATION RECOVERY (1973)
 PS0491
 PS0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0036 ***********************************************************************
 NN0036  DESIGNATION -  M 316
 NN0036  PID         -  NN0036
 NN0036  STATE/COUNTY-  SD/CHARLES MIX
 NN0036  COUNTRY     -  US
 NN0036  USGS QUAD   -  LYNCH NE (2017)
 NN0036
 NN0036                         *CURRENT SURVEY CONTROL
 NN0036  ______________________________________________________________________
 NN0036* NAD 83(1986) POSITION- 42 56 59.     (N) 098 19 42.     (W)   SCALED
 NN0036* NAVD 88 ORTHO HEIGHT -   433.528 (meters)     1422.33  (feet) ADJUSTED
 NN0036  ______________________________________________________________________
 NN0036  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 NN0036  DYNAMIC HEIGHT  -        433.382 (meters)     1421.85  (feet) COMP
 NN0036  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 NN0036
 NN0036  VERT ORDER      -  SECOND    CLASS 0
 NN0036
 NN0036.The horizontal coordinates were scaled from a map and have
 NN0036.an estimated accuracy of +/- 6 seconds.
 NN0036
 NN0036.The orthometric height was determined by differential leveling and
 NN0036.adjusted by the NATIONAL GEODETIC SURVEY
 NN0036.in June 1991.
 NN0036
 NN0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0036.GEOID18 height accuracy estimate available here.
 NN0036
 NN0036.Click photographs - Photos may exist for this station.
 NN0036
 NN0036.The dynamic height is computed by dividing the NAVD 88
 NN0036.geopotential number by the normal gravity value computed on the
 NN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0036.degrees latitude (g = 980.6199 gals.).
 NN0036
 NN0036.The modeled gravity was interpolated from observed gravity values.
 NN0036
 NN0036;                    North         East    Units  Estimated Accuracy
 NN0036;SPC SD S     -    70,450.      763,600.      MT  (+/- 180 meters Scaled)
 NN0036
 NN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN547554(NAD 83)
 NN0036
 NN0036                          SUPERSEDED SURVEY CONTROL
 NN0036
 NN0036  NGVD 29 (??/??/92)  433.254  (m)         1421.43   (f) ADJ UNCH    2 0
 NN0036
 NN0036.Superseded values are not recommended for survey control.
 NN0036
 NN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0036.See file dsdata.pdf to determine how the superseded data were derived.
 NN0036
 NN0036_MARKER: DB = BENCH MARK DISK
 NN0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0036_STAMPING: M 316 1946
 NN0036_MARK LOGO: CGS
 NN0036_PROJECTION: PROJECTING 10 CENTIMETERS
 NN0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0036+STABILITY: SURFACE MOTION
 NN0036
 NN0036  HISTORY     - Date     Condition        Report By
 NN0036  HISTORY     - 1946     MONUMENTED       CGS
 NN0036  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 NN0036
 NN0036                          STATION DESCRIPTION
 NN0036
 NN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0036'5 MI NE FROM GREENWOOD.
 NN0036'5.0 MILES NORTHEAST TO REACH FROM THE YANKTON INDIAN AGENCY
 NN0036'BUILDING AT GREENWOOD GO EAST 1.4 MILES ALONG A GRAVELED ROAD,
 NN0036'THENCE NORTHEASTERLY 1.0 MILE ALONG A GRAVELED ROAD, THENCE
 NN0036'NORTH 0.6 MILE ALONG A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG A
 NN0036'GRAVELED ROAD, THENCE NORTH 1.0 MILE ALONG A GRAVELED ROAD TO
 NN0036'SITE OF MARK, BENCH MARK IS AT A ROAD INTERSECTION, 29.0 FEET
 NN0036'WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NN0036'NORTH-SOUTH ROAD, 37.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0036'EAST-WEST ROAD, 7.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT WEST
 NN0036'OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.
 NN0036'A BRONZE DISK STAMPED M 316 1946 SET IN THE TOP OF A CONCRETE
 NN0036'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 NN0036
 NN0036                          STATION RECOVERY (1973)
 NN0036
 NN0036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 NN0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1454 ***********************************************************************
 NM1454  DESIGNATION -  M 317 RESET
 NM1454  PID         -  NM1454
 NM1454  STATE/COUNTY-  SD/BON HOMME
 NM1454  COUNTRY     -  US
 NM1454  USGS QUAD   -  TABOR (2017)
 NM1454
 NM1454                         *CURRENT SURVEY CONTROL
 NM1454  ______________________________________________________________________
 NM1454* NAD 83(1986) POSITION- 42 54 32.     (N) 097 40 28.     (W)   SCALED
 NM1454* NAVD 88 ORTHO HEIGHT -   416.75  (+/-2cm)     1367.3   (feet) VERTCON3
 NM1454  ______________________________________________________________________
 NM1454  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 NM1454  VERT ORDER      -  THIRD (See Below)
 NM1454
 NM1454.The horizontal coordinates were scaled from a map and have
 NM1454.an estimated accuracy of +/- 6 seconds.
 NM1454
 NM1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1454
 NM1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1454.GEOID18 height accuracy estimate available here.
 NM1454
 NM1454.The vertical order pertains to the NGVD 29 superseded value.
 NM1454
 NM1454.Click photographs - Photos may exist for this station.
 NM1454
 NM1454;                    North         East    Units  Estimated Accuracy
 NM1454;SPC SD S     -    67,420.      817,090.      MT  (+/- 180 meters Scaled)
 NM1454
 NM1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN082515(NAD 83)
 NM1454
 NM1454                          SUPERSEDED SURVEY CONTROL
 NM1454
 NM1454  NGVD 29 (??/??/??)  416.53   (m)         1366.6    (f) RESET       3  
 NM1454
 NM1454.Superseded values are not recommended for survey control.
 NM1454
 NM1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1454.See file dsdata.pdf to determine how the superseded data were derived.
 NM1454
 NM1454_MARKER: DB = BENCH MARK DISK
 NM1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1454_STAMPING: M 317 RESET 1953
 NM1454_MARK LOGO: CGS
 NM1454_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1454+STABILITY: SURFACE MOTION
 NM1454
 NM1454  HISTORY     - Date     Condition        Report By
 NM1454  HISTORY     - 1953     MONUMENTED       SDHD
 NM1454  HISTORY     - 1953     GOOD             CGS
 NM1454
 NM1454                          STATION DESCRIPTION
 NM1454
 NM1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NM1454'15 MI NE FROM SPRINGFIELD.
 NM1454'3.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 NM1454'SPRINGFIELD, BON HOMME COUNTY, THENCE 9.0 MILES EAST ALONG A
 NM1454'GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, AND
 NM1454'THENCE 2.0 MILES EAST ALONG A GRAVEL ROAD, AT A ROAD INTERSECTION,
 NM1454'106.2 FEET NORTH OF THE EAST-AND-WEST ROAD, ABOUT 33 FEET EAST OF
 NM1454'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AT THE FENCE LINE,
 NM1454'AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 NM1454'DISK, STAMPED M 317 RESET 1953 AND SET IN THE TOP OF A CONCRETE
 NM1454'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0579 ***********************************************************************
 OR0579  DESIGNATION -  M 318
 OR0579  PID         -  OR0579
 OR0579  STATE/COUNTY-  SD/GREGORY
 OR0579  COUNTRY     -  US
 OR0579  USGS QUAD   -  GREGORY SE (2017)
 OR0579
 OR0579                         *CURRENT SURVEY CONTROL
 OR0579  ______________________________________________________________________
 OR0579* NAD 83(1986) POSITION- 43 04 03.     (N) 099 17 47.     (W)   SCALED
 OR0579* NAVD 88 ORTHO HEIGHT -   641.254 (meters)     2103.85  (feet) ADJUSTED
 OR0579  ______________________________________________________________________
 OR0579  GEOID HEIGHT    -        -25.457 (meters)                     GEOID18
 OR0579  DYNAMIC HEIGHT  -        641.004 (meters)     2103.03  (feet) COMP
 OR0579  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 OR0579
 OR0579  VERT ORDER      -  SECOND    CLASS 0
 OR0579
 OR0579.The horizontal coordinates were scaled from a map and have
 OR0579.an estimated accuracy of +/- 6 seconds.
 OR0579
 OR0579.The orthometric height was determined by differential leveling and
 OR0579.adjusted by the NATIONAL GEODETIC SURVEY
 OR0579.in June 1991.
 OR0579
 OR0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0579.GEOID18 height accuracy estimate available here.
 OR0579
 OR0579.Click photographs - Photos may exist for this station.
 OR0579
 OR0579.The dynamic height is computed by dividing the NAVD 88
 OR0579.geopotential number by the normal gravity value computed on the
 OR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0579.degrees latitude (g = 980.6199 gals.).
 OR0579
 OR0579.The modeled gravity was interpolated from observed gravity values.
 OR0579
 OR0579;                    North         East    Units  Estimated Accuracy
 OR0579;SPC SD S     -    82,090.      684,460.      MT  (+/- 180 meters Scaled)
 OR0579
 OR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758683(NAD 83)
 OR0579
 OR0579                          SUPERSEDED SURVEY CONTROL
 OR0579
 OR0579  NGVD 29 (??/??/92)  640.95   (m)         2102.9    (f) COMPUTED    2 0
 OR0579
 OR0579.Superseded values are not recommended for survey control.
 OR0579
 OR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0579.See file dsdata.pdf to determine how the superseded data were derived.
 OR0579
 OR0579_MARKER: DB = BENCH MARK DISK
 OR0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0579_STAMPING: M 318 1946
 OR0579_MARK LOGO: CGS
 OR0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0579+STABILITY: SURFACE MOTION
 OR0579
 OR0579  HISTORY     - Date     Condition        Report By
 OR0579  HISTORY     - 1946     MONUMENTED       CGS
 OR0579
 OR0579                          STATION DESCRIPTION
 OR0579
 OR0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0579'7.8 MI S FROM BURKE.
 OR0579'ALONG A GRAVELED ROAD, 7.8 MILES SOUTH OF THE CHICAGO AND
 OR0579'NORTHWESTERN RAILROAD STATION IN BURKE, ON THE SOUTH SLOPE OF A
 OR0579'HILL, NEAR A SECTION CORNER, 37 FEET EAST OF THE CENTER OF THE
 OR0579'MAIN ROAD, 38 FEET SOUTH OF THE CENTER OF A SIDE ROAD, 10 FEET
 OR0579'SOUTH OF A CORNER FENCE POST, 2 FEET NORTH OF WITNESS POST, 2
 OR0579'FEET EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0580 ***********************************************************************
 OR0580  DESIGNATION -  M 318 RESET
 OR0580  PID         -  OR0580
 OR0580  STATE/COUNTY-  SD/GREGORY
 OR0580  COUNTRY     -  US
 OR0580  USGS QUAD   -  GREGORY SE (2017)
 OR0580
 OR0580                         *CURRENT SURVEY CONTROL
 OR0580  ______________________________________________________________________
 OR0580* NAD 83(1986) POSITION- 43 04 03.     (N) 099 17 47.     (W)   SCALED
 OR0580* NAVD 88 ORTHO HEIGHT -   641.96  (+/-2cm)     2106.2   (feet) VERTCON3
 OR0580  ______________________________________________________________________
 OR0580  GEOID HEIGHT    -        -25.457 (meters)                     GEOID18
 OR0580  VERT ORDER      -  THIRD (See Below)
 OR0580
 OR0580.The horizontal coordinates were scaled from a map and have
 OR0580.an estimated accuracy of +/- 6 seconds.
 OR0580
 OR0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0580
 OR0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0580.GEOID18 height accuracy estimate available here.
 OR0580
 OR0580.The vertical order pertains to the NGVD 29 superseded value.
 OR0580
 OR0580.Click photographs - Photos may exist for this station.
 OR0580
 OR0580;                    North         East    Units  Estimated Accuracy
 OR0580;SPC SD S     -    82,090.      684,460.      MT  (+/- 180 meters Scaled)
 OR0580
 OR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758683(NAD 83)
 OR0580
 OR0580                          SUPERSEDED SURVEY CONTROL
 OR0580
 OR0580  NGVD 29 (??/??/??)  641.66   (m)         2105.2    (f) RESET       3  
 OR0580
 OR0580.Superseded values are not recommended for survey control.
 OR0580
 OR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0580.See file dsdata.pdf to determine how the superseded data were derived.
 OR0580
 OR0580_MARKER: DB = BENCH MARK DISK
 OR0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0580_STAMPING: M 318 RESET 1961
 OR0580_MARK LOGO: CGS
 OR0580_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0580+STABILITY: SURFACE MOTION
 OR0580
 OR0580  HISTORY     - Date     Condition        Report By
 OR0580  HISTORY     - 1961     MONUMENTED       CGS
 OR0580
 OR0580                          STATION DESCRIPTION
 OR0580
 OR0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0580'7.8 MI S FROM BURKE.
 OR0580'THIS MARK IS LOCATED ABOUT 7.8 MILES SOUTH ALONG STATE HIGHWAY
 OR0580'47 FROM THE RAILROAD STATION IN BURKE, IN THE SOUTHEAST ANGLE
 OR0580'OF CROSSROADS, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33
 OR0580'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 3 1/2 FEET
 OR0580'SOUTH OF A CORNER POST AND 1 FOOT WEST OF A FENCE, AND SET IN
 OR0580'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0987 ***********************************************************************
 NM0987  DESIGNATION -  M 319
 NM0987  PID         -  NM0987
 NM0987  STATE/COUNTY-  SD/YANKTON
 NM0987  COUNTRY     -  US
 NM0987  USGS QUAD   -  YANKTON (2017)
 NM0987
 NM0987                         *CURRENT SURVEY CONTROL
 NM0987  ______________________________________________________________________
 NM0987* NAD 83(1986) POSITION- 42 52 48.     (N) 097 25 23.     (W)   SCALED
 NM0987* NAVD 88 ORTHO HEIGHT -   388.399 (meters)     1274.27  (feet) ADJUSTED
 NM0987  ______________________________________________________________________
 NM0987  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM0987  DYNAMIC HEIGHT  -        388.287 (meters)     1273.90  (feet) COMP
 NM0987  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 NM0987
 NM0987  VERT ORDER      -  SECOND    CLASS 0
 NM0987
 NM0987.The horizontal coordinates were scaled from a map and have
 NM0987.an estimated accuracy of +/- 6 seconds.
 NM0987
 NM0987.The orthometric height was determined by differential leveling and
 NM0987.adjusted by the NATIONAL GEODETIC SURVEY
 NM0987.in June 1991.
 NM0987
 NM0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0987.GEOID18 height accuracy estimate available here.
 NM0987
 NM0987.Click photographs - Photos may exist for this station.
 NM0987
 NM0987.The dynamic height is computed by dividing the NAVD 88
 NM0987.geopotential number by the normal gravity value computed on the
 NM0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0987.degrees latitude (g = 980.6199 gals.).
 NM0987
 NM0987.The modeled gravity was interpolated from observed gravity values.
 NM0987
 NM0987;                    North         East    Units  Estimated Accuracy
 NM0987;SPC SD S     -    64,900.      837,720.      MT  (+/- 180 meters Scaled)
 NM0987
 NM0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN287486(NAD 83)
 NM0987
 NM0987                          SUPERSEDED SURVEY CONTROL
 NM0987
 NM0987  NGVD 29 (??/??/92)  388.197  (m)         1273.61   (f) ADJ UNCH    2 0
 NM0987
 NM0987.Superseded values are not recommended for survey control.
 NM0987
 NM0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0987.See file dsdata.pdf to determine how the superseded data were derived.
 NM0987
 NM0987_MARKER: DB = BENCH MARK DISK
 NM0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0987_STAMPING: M 319 1946
 NM0987_MARK LOGO: CGS
 NM0987_PROJECTION: PROJECTING 13 CENTIMETERS
 NM0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0987+STABILITY: SURFACE MOTION
 NM0987
 NM0987  HISTORY     - Date     Condition        Report By
 NM0987  HISTORY     - 1946     MONUMENTED       CGS
 NM0987
 NM0987                          STATION DESCRIPTION
 NM0987
 NM0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0987'2 MI W FROM YANKTON.
 NM0987'2.0 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO. 50 FROM
 NM0987'THE POST OFFICE AT YANKTON, 125 FEET WEST OF THE CENTER LINE OF
 NM0987'A PRIVATE DRIVE, 44 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NM0987'LINE OF THE HIGHWAY, 12 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 NM0987'NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED M 319
 NM0987'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 NM0987'5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0338 ***********************************************************************
 QT0338  DESIGNATION -  M 32
 QT0338  PID         -  QT0338
 QT0338  STATE/COUNTY-  SD/HARDING
 QT0338  COUNTRY     -  US
 QT0338  USGS QUAD   -  PINE SPRING (2017)
 QT0338
 QT0338                         *CURRENT SURVEY CONTROL
 QT0338  ______________________________________________________________________
 QT0338* NAD 83(1986) POSITION- 45 34 35.     (N) 103 51 43.     (W)   SCALED
 QT0338* NAVD 88 ORTHO HEIGHT -  1027.339 (meters)     3370.53  (feet) ADJUSTED
 QT0338  ______________________________________________________________________
 QT0338  GEOID HEIGHT    -        -16.004 (meters)                     GEOID18
 QT0338  DYNAMIC HEIGHT  -       1027.134 (meters)     3369.86  (feet) COMP
 QT0338  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 QT0338
 QT0338  VERT ORDER      -  FIRST     CLASS II
 QT0338
 QT0338.The horizontal coordinates were scaled from a map and have
 QT0338.an estimated accuracy of +/- 6 seconds.
 QT0338
 QT0338.The orthometric height was determined by differential leveling and
 QT0338.adjusted by the NATIONAL GEODETIC SURVEY
 QT0338.in June 1991.
 QT0338
 QT0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0338.GEOID18 height accuracy estimate available here.
 QT0338
 QT0338.Click photographs - Photos may exist for this station.
 QT0338
 QT0338.The dynamic height is computed by dividing the NAVD 88
 QT0338.geopotential number by the normal gravity value computed on the
 QT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0338.degrees latitude (g = 980.6199 gals.).
 QT0338
 QT0338.The modeled gravity was interpolated from observed gravity values.
 QT0338
 QT0338;                    North         East    Units  Estimated Accuracy
 QT0338;SPC SD N     -   200,890.      298,690.      MT  (+/- 180 meters Scaled)
 QT0338
 QT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL887476(NAD 83)
 QT0338
 QT0338                          SUPERSEDED SURVEY CONTROL
 QT0338
 QT0338  NGVD 29 (??/??/92) 1026.800  (m)         3368.76   (f) ADJ UNCH    1 2
 QT0338
 QT0338.Superseded values are not recommended for survey control.
 QT0338
 QT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0338.See file dsdata.pdf to determine how the superseded data were derived.
 QT0338
 QT0338_MARKER: DB = BENCH MARK DISK
 QT0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0338_STAMPING: M 32 1934
 QT0338_MARK LOGO: CGS
 QT0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0338+STABILITY: SURFACE MOTION
 QT0338
 QT0338  HISTORY     - Date     Condition        Report By
 QT0338  HISTORY     - 1934     MONUMENTED       CGS
 QT0338  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0338
 QT0338                          STATION DESCRIPTION
 QT0338
 QT0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0338'8 MI E FROM CAMP CROOK.
 QT0338'8.0 MILES EAST ALONG STATE HIGHWAY 8 FROM CAMP CROOK, HARDING
 QT0338'COUNTY, ON A NORTH-AND-SOUTH RIDGE, AND 40 FEET SOUTH OF THE
 QT0338'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 32 1934
 QT0338'AND SET IN THE TOP OF A CONCRETE POST.
 QT0338
 QT0338                          STATION RECOVERY (1999)
 QT0338
 QT0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0338'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0075 ***********************************************************************
 OS0075  DESIGNATION -  M 321
 OS0075  PID         -  OS0075
 OS0075  STATE/COUNTY-  SD/TRIPP
 OS0075  COUNTRY     -  US
 OS0075  USGS QUAD   -  CARTER (2017)
 OS0075
 OS0075                         *CURRENT SURVEY CONTROL
 OS0075  ______________________________________________________________________
 OS0075* NAD 83(1986) POSITION- 43 24 03.     (N) 100 12 19.     (W)   SCALED
 OS0075* NAVD 88 ORTHO HEIGHT -   651.093 (meters)     2136.13  (feet) ADJUSTED
 OS0075  ______________________________________________________________________
 OS0075  GEOID HEIGHT    -        -24.702 (meters)                     GEOID18
 OS0075  DYNAMIC HEIGHT  -        650.857 (meters)     2135.35  (feet) COMP
 OS0075  MODELED GRAVITY -    980,236.3   (mgal)                       NAVD 88
 OS0075
 OS0075  VERT ORDER      -  SECOND    CLASS 0
 OS0075
 OS0075.The horizontal coordinates were scaled from a map and have
 OS0075.an estimated accuracy of +/- 6 seconds.
 OS0075
 OS0075.The orthometric height was determined by differential leveling and
 OS0075.adjusted by the NATIONAL GEODETIC SURVEY
 OS0075.in June 1991.
 OS0075
 OS0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0075.GEOID18 height accuracy estimate available here.
 OS0075
 OS0075.Click photographs - Photos may exist for this station.
 OS0075
 OS0075.The dynamic height is computed by dividing the NAVD 88
 OS0075.geopotential number by the normal gravity value computed on the
 OS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0075.degrees latitude (g = 980.6199 gals.).
 OS0075
 OS0075.The modeled gravity was interpolated from observed gravity values.
 OS0075
 OS0075;                    North         East    Units  Estimated Accuracy
 OS0075;SPC SD S     -   118,600.      610,370.      MT  (+/- 180 meters Scaled)
 OS0075
 OS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP024060(NAD 83)
 OS0075
 OS0075                          SUPERSEDED SURVEY CONTROL
 OS0075
 OS0075  NGVD 29 (??/??/92)  650.720  (m)         2134.90   (f) ADJ UNCH    2 0
 OS0075
 OS0075.Superseded values are not recommended for survey control.
 OS0075
 OS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0075.See file dsdata.pdf to determine how the superseded data were derived.
 OS0075
 OS0075_MARKER: DB = BENCH MARK DISK
 OS0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0075_STAMPING: M 321 1946
 OS0075_MARK LOGO: CGS
 OS0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0075+STABILITY: SURFACE MOTION
 OS0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0075+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1993
 OS0075
 OS0075  HISTORY     - Date     Condition        Report By
 OS0075  HISTORY     - 1946     MONUMENTED       CGS
 OS0075  HISTORY     - 19930928 GOOD             NGS
 OS0075
 OS0075                          STATION DESCRIPTION
 OS0075
 OS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0075'1 MI N FROM CARTER.
 OS0075'ABOUT 1.0 MILE NORTH ALONG A SECTION LINE ROAD FROM THE
 OS0075'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0075'AT CARTER, 31 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 OS0075'LINE OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 OS0075'NORTH OF AN EAST-WEST FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN
 OS0075'MARKER POST.  A BRONZE DISC STAMPED M 321 1946 AND SET IN THE
 OS0075'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 OS0075
 OS0075                          STATION RECOVERY (1993)
 OS0075
 OS0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0075'28.6 KM (17.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0075'COURTHOUSE IN WINNER, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A
 OS0075'GRAVELED ROAD, 9.7 M (31.8 FT) EAST OF THE ROAD CENTER, 1.1 M (3.6
 OS0075'FT) BELOW THE LEVEL OF THE ROAD, 1.1 M (3.6 FT) NORTH OF A UTILITY
 OS0075'POLE, 1.0 M (3.3 FT) WEST OF A FENCE CORNER, 0.3 M (1.0 FT) WEST OF A
 OS0075'WITNESS POST, AND THE MONUMENT PROJECTS O.3 M ABOVE THE GROUND
 OS0075'SURFACE.  NOTE--THE MONUMENT LEANS SLIGHTLY EAST AND IS LOOSE IN THE
 OS0075'GROUND.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0104 ***********************************************************************
 OS0104  DESIGNATION -  M 322
 OS0104  PID         -  OS0104
 OS0104  STATE/COUNTY-  SD/TRIPP
 OS0104  COUNTRY     -  US
 OS0104  USGS QUAD   -  KEYAPAHA (2017)
 OS0104
 OS0104                         *CURRENT SURVEY CONTROL
 OS0104  ______________________________________________________________________
 OS0104* NAD 83(1986) POSITION- 43 02 20.     (N) 100 09 59.     (W)   SCALED
 OS0104* NAVD 88 ORTHO HEIGHT -   732.378 (meters)     2402.81  (feet) ADJUSTED
 OS0104  ______________________________________________________________________
 OS0104  GEOID HEIGHT    -        -23.408 (meters)                     GEOID18
 OS0104  DYNAMIC HEIGHT  -        732.089 (meters)     2401.86  (feet) COMP
 OS0104  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 OS0104
 OS0104  VERT ORDER      -  SECOND    CLASS 0
 OS0104
 OS0104.The horizontal coordinates were scaled from a map and have
 OS0104.an estimated accuracy of +/- 6 seconds.
 OS0104
 OS0104.The orthometric height was determined by differential leveling and
 OS0104.adjusted by the NATIONAL GEODETIC SURVEY
 OS0104.in June 1991.
 OS0104
 OS0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0104.GEOID18 height accuracy estimate available here.
 OS0104
 OS0104.Click photographs - Photos may exist for this station.
 OS0104
 OS0104.The dynamic height is computed by dividing the NAVD 88
 OS0104.geopotential number by the normal gravity value computed on the
 OS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0104.degrees latitude (g = 980.6199 gals.).
 OS0104
 OS0104.The modeled gravity was interpolated from observed gravity values.
 OS0104
 OS0104;                    North         East    Units  Estimated Accuracy
 OS0104;SPC SD S     -    78,400.      613,600.      MT  (+/- 180 meters Scaled)
 OS0104
 OS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN049657(NAD 83)
 OS0104
 OS0104                          SUPERSEDED SURVEY CONTROL
 OS0104
 OS0104  NGVD 29 (??/??/92)  732.049  (m)         2401.73   (f) ADJ UNCH    2 0
 OS0104
 OS0104.Superseded values are not recommended for survey control.
 OS0104
 OS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0104.See file dsdata.pdf to determine how the superseded data were derived.
 OS0104
 OS0104_MARKER: DB = BENCH MARK DISK
 OS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0104_STAMPING: M 322 1946
 OS0104_MARK LOGO: CGS
 OS0104_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0104+STABILITY: SURFACE MOTION
 OS0104
 OS0104  HISTORY     - Date     Condition        Report By
 OS0104  HISTORY     - 1946     MONUMENTED       CGS
 OS0104  HISTORY     - 1949     GOOD             CGS
 OS0104
 OS0104                          STATION DESCRIPTION
 OS0104
 OS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0104'6.5 MI SW FROM KEYAPAHA.
 OS0104'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0104'KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, AND IN THE
 OS0104'SOUTHEAST CORNER OF THE BEAVER CREEK SCHOOLYARD, 69 FEET NORTH
 OS0104'OF THE CENTER LINE OF AN EAST-WEST ROAD, 63 FEET SOUTHEAST OF THE
 OS0104'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 56 FEET WEST OF AND
 OS0104'ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF A NORTH-SOUTH ROAD,
 OS0104'17 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE WELL CURB.
 OS0104'PROJECTS 3 INCHES ABOVE THE GROUND.  STAMPED M 322 1946.
 OS0104
 OS0104                          STATION RECOVERY (1949)
 OS0104
 OS0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OS0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0756 ***********************************************************************
 OR0756  DESIGNATION -  M 323
 OR0756  PID         -  OR0756
 OR0756  STATE/COUNTY-  SD/TRIPP
 OR0756  COUNTRY     -  US
 OR0756  USGS QUAD   -  WEWELA (2017)
 OR0756
 OR0756                         *CURRENT SURVEY CONTROL
 OR0756  ______________________________________________________________________
 OR0756* NAD 83(1986) POSITION- 43 01 28.     (N) 099 51 00.     (W)   SCALED
 OR0756* NAVD 88 ORTHO HEIGHT -   673.518 (meters)     2209.70  (feet) ADJUSTED
 OR0756  ______________________________________________________________________
 OR0756  GEOID HEIGHT    -        -24.109 (meters)                     GEOID18
 OR0756  DYNAMIC HEIGHT  -        673.263 (meters)     2208.86  (feet) COMP
 OR0756  MODELED GRAVITY -    980,220.4   (mgal)                       NAVD 88
 OR0756
 OR0756  VERT ORDER      -  SECOND    CLASS 0
 OR0756
 OR0756.The horizontal coordinates were scaled from a map and have
 OR0756.an estimated accuracy of +/- 6 seconds.
 OR0756
 OR0756.The orthometric height was determined by differential leveling and
 OR0756.adjusted by the NATIONAL GEODETIC SURVEY
 OR0756.in June 1991.
 OR0756
 OR0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0756.GEOID18 height accuracy estimate available here.
 OR0756
 OR0756.Click photographs - Photos may exist for this station.
 OR0756
 OR0756.The dynamic height is computed by dividing the NAVD 88
 OR0756.geopotential number by the normal gravity value computed on the
 OR0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0756.degrees latitude (g = 980.6199 gals.).
 OR0756
 OR0756.The modeled gravity was interpolated from observed gravity values.
 OR0756
 OR0756;                    North         East    Units  Estimated Accuracy
 OR0756;SPC SD S     -    76,890.      639,390.      MT  (+/- 180 meters Scaled)
 OR0756
 OR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN307638(NAD 83)
 OR0756
 OR0756                          SUPERSEDED SURVEY CONTROL
 OR0756
 OR0756  NGVD 29 (??/??/92)  673.209  (m)         2208.69   (f) ADJ UNCH    2 0
 OR0756
 OR0756.Superseded values are not recommended for survey control.
 OR0756
 OR0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0756.See file dsdata.pdf to determine how the superseded data were derived.
 OR0756
 OR0756_MARKER: DB = BENCH MARK DISK
 OR0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0756_STAMPING: M 323 1946
 OR0756_MARK LOGO: CGS
 OR0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0756+STABILITY: SURFACE MOTION
 OR0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0756+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0756
 OR0756  HISTORY     - Date     Condition        Report By
 OR0756  HISTORY     - 1946     MONUMENTED       CGS
 OR0756  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0756  HISTORY     - 1977     GOOD             USGS
 OR0756  HISTORY     - 19870708 GOOD             NGS
 OR0756
 OR0756                          STATION DESCRIPTION
 OR0756
 OR0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0756'4 MI NW FROM WEWELA.
 OR0756'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0756'WEWELA, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 3.0
 OR0756'MILES WEST ALONG A DIRT ROAD, AND AT A ROAD INTERSECTION, 59
 OR0756'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OR0756'EAST-WEST ROAD, 24 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 OR0756'ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A
 OR0756'4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
 OR0756'NOTE-- PROBABLY COVERED WITH SILT.
 OR0756
 OR0756                          STATION RECOVERY (1963)
 OR0756
 OR0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0756'MARK NOT FOUND.
 OR0756
 OR0756                          STATION RECOVERY (1977)
 OR0756
 OR0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OR0756'MARK FOUND OK REVISED DESCRIPTION. ABOUT 0.3 MILE WEST ALONG A DIRT
 OR0756'ROAD FROM THE POST OFFICE AT WEWELA, THENCE 0.7 MILE NORTH ALONG A
 OR0756'DIRT ROAD, THENCE 3.0 MILES WEST ALONG A DIRT ROAD, AND AT A ROAD
 OR0756'INTERSECTION, 57 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE CENTER
 OR0756'LINE OF THE EAST-WEST ROAD, 34 FEET WEST OF THE CENTER LINE OF THE
 OR0756'NORTH-SOUTH ROAD, 1 FOOT EAST OF THE RIGHT OF WAY FENCE.
 OR0756
 OR0756                          STATION RECOVERY (1987)
 OR0756
 OR0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0756'0.5 MILES WEST ALONG A DIRT ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 OR0756'183 AND THE POST OFFICE AT WEWELA, THEN 0.7 MILE NORTH ALONG A DIRT
 OR0756'ROAD, THEN 3.0 MILES WEST ALONG A DIRT ROAD, AND AT A ROAD
 OR0756'INTERSECTION, 59 FEET NORTH OF AND ABOUT LEVEL WITH THE EAST-WEST
 OR0756'ROAD, 24 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1 FOOT
 OR0756'EAST OF THE RIGHT OF WAY FENCE, 1 FOOT NORTH OF A 4 X 4 INCH MARKER
 OR0756'POST, 1.5 FEET WEST OF AN UNDERGROUND CABLE. PROJECTS 5-INCHES ABOVE
 OR0756'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0848 ***********************************************************************
 NM0848  DESIGNATION -  M 324
 NM0848  PID         -  NM0848
 NM0848  STATE/COUNTY-  SD/UNION
 NM0848  COUNTRY     -  US
 NM0848  USGS QUAD   -  JEFFERSON (2017)
 NM0848
 NM0848                         *CURRENT SURVEY CONTROL
 NM0848  ______________________________________________________________________
 NM0848* NAD 83(1986) POSITION- 42 34 14.     (N) 096 31 38.     (W)   SCALED
 NM0848* NAVD 88 ORTHO HEIGHT -   338.320 (meters)     1109.97  (feet) ADJUSTED
 NM0848  ______________________________________________________________________
 NM0848  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 NM0848  DYNAMIC HEIGHT  -        338.214 (meters)     1109.62  (feet) COMP
 NM0848  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 NM0848
 NM0848  VERT ORDER      -  FIRST     CLASS II
 NM0848
 NM0848.The horizontal coordinates were scaled from a map and have
 NM0848.an estimated accuracy of +/- 6 seconds.
 NM0848
 NM0848.The orthometric height was determined by differential leveling and
 NM0848.adjusted by the NATIONAL GEODETIC SURVEY
 NM0848.in June 1991.
 NM0848
 NM0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0848.GEOID18 height accuracy estimate available here.
 NM0848
 NM0848.Click photographs - Photos may exist for this station.
 NM0848
 NM0848.The dynamic height is computed by dividing the NAVD 88
 NM0848.geopotential number by the normal gravity value computed on the
 NM0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0848.degrees latitude (g = 980.6199 gals.).
 NM0848
 NM0848.The modeled gravity was interpolated from observed gravity values.
 NM0848
 NM0848;                    North         East    Units  Estimated Accuracy
 NM0848;SPC SD S     -    33,510.      912,420.      MT  (+/- 180 meters Scaled)
 NM0848
 NM0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN029160(NAD 83)
 NM0848
 NM0848                          SUPERSEDED SURVEY CONTROL
 NM0848
 NM0848  NGVD 29 (??/??/92)  338.148  (m)         1109.41   (f) ADJ UNCH    1 2
 NM0848
 NM0848.Superseded values are not recommended for survey control.
 NM0848
 NM0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0848.See file dsdata.pdf to determine how the superseded data were derived.
 NM0848
 NM0848_MARKER: DB = BENCH MARK DISK
 NM0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0848_STAMPING: M 324 1948
 NM0848_MARK LOGO: CGS
 NM0848_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0848+STABILITY: SURFACE MOTION
 NM0848
 NM0848  HISTORY     - Date     Condition        Report By
 NM0848  HISTORY     - 1948     MONUMENTED       CGS
 NM0848  HISTORY     - 19900424 MARK NOT FOUND   NGS
 NM0848  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0848
 NM0848                          STATION DESCRIPTION
 NM0848
 NM0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0848'2.8 MI SE FROM JEFFERSON.
 NM0848'2.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0848'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, AT A PUBLIC ROAD
 NM0848'CROSSING, 30.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 NM0848'41.0 FEET WEST OF THE CENTER LINE OF A ROAD, 17.0 FEET WEST OF THE
 NM0848'8TH. POLE SOUTHEAST OF MILEPOST 100, 5.0 FEET NORTHWEST OF A
 NM0848'CORNER FENCE POST, 1.6 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 NM0848'FENCE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0848'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0848
 NM0848                          STATION RECOVERY (1990)
 NM0848
 NM0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0848'THERE IS A NEW ROAD IN THE AREA.
 NM0848
 NM0848                          STATION RECOVERY (2012)
 NM0848
 NM0848'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0848'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0867 ***********************************************************************
 NM0867  DESIGNATION -  M 325
 NM0867  PID         -  NM0867
 NM0867  STATE/COUNTY-  SD/UNION
 NM0867  COUNTRY     -  US
 NM0867  USGS QUAD   -  JEFFERSON (2017)
 NM0867
 NM0867                         *CURRENT SURVEY CONTROL
 NM0867  ______________________________________________________________________
 NM0867* NAD 83(1986) POSITION- 42 30 38.     (N) 096 35 46.     (W)   SCALED
 NM0867* NAVD 88 ORTHO HEIGHT -   335.437 (meters)     1100.51  (feet) ADJUSTED
 NM0867  ______________________________________________________________________
 NM0867  GEOID HEIGHT    -        -25.786 (meters)                     GEOID18
 NM0867  DYNAMIC HEIGHT  -        335.329 (meters)     1100.16  (feet) COMP
 NM0867  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 NM0867
 NM0867  VERT ORDER      -  SECOND    CLASS 0
 NM0867
 NM0867.The horizontal coordinates were scaled from a map and have
 NM0867.an estimated accuracy of +/- 6 seconds.
 NM0867
 NM0867.The orthometric height was determined by differential leveling and
 NM0867.adjusted by the NATIONAL GEODETIC SURVEY
 NM0867.in June 1991.
 NM0867
 NM0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0867.GEOID18 height accuracy estimate available here.
 NM0867
 NM0867.Click photographs - Photos may exist for this station.
 NM0867
 NM0867.The dynamic height is computed by dividing the NAVD 88
 NM0867.geopotential number by the normal gravity value computed on the
 NM0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0867.degrees latitude (g = 980.6199 gals.).
 NM0867
 NM0867.The modeled gravity was interpolated from observed gravity values.
 NM0867
 NM0867;                    North         East    Units  Estimated Accuracy
 NM0867;SPC SD S     -    26,600.      907,070.      MT  (+/- 180 meters Scaled)
 NM0867
 NM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN974092(NAD 83)
 NM0867
 NM0867                          SUPERSEDED SURVEY CONTROL
 NM0867
 NM0867  NGVD 29 (??/??/92)  335.264  (m)         1099.95   (f) ADJ UNCH    2 0
 NM0867
 NM0867.Superseded values are not recommended for survey control.
 NM0867
 NM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0867.See file dsdata.pdf to determine how the superseded data were derived.
 NM0867
 NM0867_MARKER: DB = BENCH MARK DISK
 NM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0867_STAMPING: M 235 1948
 NM0867_MARK LOGO: CGS
 NM0867_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0867+STABILITY: SURFACE MOTION
 NM0867
 NM0867  HISTORY     - Date     Condition        Report By
 NM0867  HISTORY     - 1948     MONUMENTED       CGS
 NM0867
 NM0867                          STATION DESCRIPTION
 NM0867
 NM0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0867'9.3 MI SW FROM JEFFERSON.
 NM0867'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0867'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0867'WEST ALONG A PAVED ROAD, THENCE 5.0 MILES SOUTH ALONG A GRAVEL
 NM0867'ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 NM0867'EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT, FIELD
 NM0867'AND WOODS ROAD, 27.0 FEET WEST OF THE CENTER LINE OF THE WOODS
 NM0867'ROAD, 67.4 FEET NORTHWEST OF A 10-INCH COTTONWOOD TREE WITH A
 NM0867'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 14.2 FEET SOUTH OF
 NM0867'A 12-INCH COTTONWOOD TREE WITH A TRIANGULAR BLAZE ON THE EAST
 NM0867'SIDE OF THE TREE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE
 NM0867'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0168 ***********************************************************************
 OQ0168  DESIGNATION -  M 326
 OQ0168  PID         -  OQ0168
 OQ0168  STATE/COUNTY-  SD/LINCOLN
 OQ0168  COUNTRY     -  US
 OQ0168  USGS QUAD   -  CANTON SW (2017)
 OQ0168
 OQ0168                         *CURRENT SURVEY CONTROL
 OQ0168  ______________________________________________________________________
 OQ0168* NAD 83(1986) POSITION- 43 21 32.     (N) 096 38 03.     (W)   SCALED
 OQ0168* NAVD 88 ORTHO HEIGHT -   422.595 (meters)     1386.46  (feet) ADJUSTED
 OQ0168  ______________________________________________________________________
 OQ0168  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 OQ0168  DYNAMIC HEIGHT  -        422.481 (meters)     1386.09  (feet) COMP
 OQ0168  MODELED GRAVITY -    980,337.5   (mgal)                       NAVD 88
 OQ0168
 OQ0168  VERT ORDER      -  FIRST     CLASS II
 OQ0168
 OQ0168.The horizontal coordinates were scaled from a map and have
 OQ0168.an estimated accuracy of +/- 6 seconds.
 OQ0168
 OQ0168.The orthometric height was determined by differential leveling and
 OQ0168.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0168.in June 1991.
 OQ0168
 OQ0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0168.GEOID18 height accuracy estimate available here.
 OQ0168
 OQ0168.Click photographs - Photos may exist for this station.
 OQ0168
 OQ0168.The dynamic height is computed by dividing the NAVD 88
 OQ0168.geopotential number by the normal gravity value computed on the
 OQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0168.degrees latitude (g = 980.6199 gals.).
 OQ0168
 OQ0168.The modeled gravity was interpolated from observed gravity values.
 OQ0168
 OQ0168;                    North         East    Units  Estimated Accuracy
 OQ0168;SPC SD S     -   120,610.      899,750.      MT  (+/- 180 meters Scaled)
 OQ0168
 OQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP917033(NAD 83)
 OQ0168
 OQ0168                          SUPERSEDED SURVEY CONTROL
 OQ0168
 OQ0168  NGVD 29 (??/??/92)  422.344  (m)         1385.64   (f) ADJ UNCH    1 2
 OQ0168
 OQ0168.Superseded values are not recommended for survey control.
 OQ0168
 OQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0168.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0168
 OQ0168_MARKER: DB = BENCH MARK DISK
 OQ0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0168_SP_SET: BOX CULVERT HEADWALL
 OQ0168_STAMPING: M 326 1949
 OQ0168_MARK LOGO: CGS
 OQ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0168+STABILITY: SURFACE MOTION
 OQ0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0168+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 OQ0168
 OQ0168  HISTORY     - Date     Condition        Report By
 OQ0168  HISTORY     - 1949     MONUMENTED       CGS
 OQ0168  HISTORY     - 20110317 GOOD             INDIV
 OQ0168
 OQ0168                          STATION DESCRIPTION
 OQ0168
 OQ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0168'5.2 MI NW FROM CANTON.
 OQ0168'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0168'PACIFIC RAILROAD FROM THE STATION AT CANTON, THENCE 4.85 MILES
 OQ0168'NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0168'RAILROAD, AT A ROAD CROSSING, 7 POLES NORTHWEST OF MILEPOST 55,
 OQ0168'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 3 X 10
 OQ0168'FOOT CONCRETE BOX CULVERT UNDER THE ROAD, 48.0 FEET SOUTHWEST
 OQ0168'OF THE SOUTHWEST RAIL, 12.0 FEET SOUTH OF THE CENTER LINE OF THE
 OQ0168'ROAD, 0.9 FOOT WEST OF THE EAST END OF THE HEADWALL, AND
 OQ0168'ABOUT LEVEL WITH THE ROAD.
 OQ0168
 OQ0168                          STATION RECOVERY (2011)
 OQ0168
 OQ0168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0274 ***********************************************************************
 OQ0274  DESIGNATION -  M 327
 OQ0274  PID         -  OQ0274
 OQ0274  STATE/COUNTY-  SD/MINNEHAHA
 OQ0274  COUNTRY     -  US
 OQ0274  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0274
 OQ0274                         *CURRENT SURVEY CONTROL
 OQ0274  ______________________________________________________________________
 OQ0274* NAD 83(1986) POSITION- 43 31 17.     (N) 096 41 47.     (W)   SCALED
 OQ0274* NAVD 88 ORTHO HEIGHT -   430.881 (meters)     1413.65  (feet) ADJUSTED
 OQ0274  ______________________________________________________________________
 OQ0274  GEOID HEIGHT    -        -26.379 (meters)                     GEOID18
 OQ0274  DYNAMIC HEIGHT  -        430.767 (meters)     1413.27  (feet) COMP
 OQ0274  MODELED GRAVITY -    980,342.8   (mgal)                       NAVD 88
 OQ0274
 OQ0274  VERT ORDER      -  FIRST     CLASS II
 OQ0274
 OQ0274.The horizontal coordinates were scaled from a map and have
 OQ0274.an estimated accuracy of +/- 6 seconds.
 OQ0274
 OQ0274.The orthometric height was determined by differential leveling and
 OQ0274.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0274.in June 1991.
 OQ0274
 OQ0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0274.GEOID18 height accuracy estimate available here.
 OQ0274
 OQ0274.Click photographs - Photos may exist for this station.
 OQ0274
 OQ0274.The dynamic height is computed by dividing the NAVD 88
 OQ0274.geopotential number by the normal gravity value computed on the
 OQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0274.degrees latitude (g = 980.6199 gals.).
 OQ0274
 OQ0274.The modeled gravity was interpolated from observed gravity values.
 OQ0274
 OQ0274;                    North         East    Units  Estimated Accuracy
 OQ0274;SPC SD S     -   138,420.      893,920.      MT  (+/- 180 meters Scaled)
 OQ0274
 OQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP861212(NAD 83)
 OQ0274
 OQ0274                          SUPERSEDED SURVEY CONTROL
 OQ0274
 OQ0274  NGVD 29 (??/??/92)  430.610  (m)         1412.76   (f) ADJ UNCH    1 2
 OQ0274
 OQ0274.Superseded values are not recommended for survey control.
 OQ0274
 OQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0274.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0274
 OQ0274_MARKER: DB = BENCH MARK DISK
 OQ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0274_STAMPING: M 327 1949
 OQ0274_MARK LOGO: CGS
 OQ0274_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0274+STABILITY: SURFACE MOTION
 OQ0274
 OQ0274  HISTORY     - Date     Condition        Report By
 OQ0274  HISTORY     - 1949     MONUMENTED       CGS
 OQ0274  HISTORY     - 1985     GOOD             LOCSUR
 OQ0274
 OQ0274                          STATION DESCRIPTION
 OQ0274
 OQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0274'2.4 MI SE FROM SIOUX FALLS.
 OQ0274'2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0274'PACIFIC RAILROAD FROM THE OVERPASS ON U.S. HIGHWAY 16 AND STATE
 OQ0274'HIGHWAY 38 AT SIOUX FALLS, AT A PRIVATE ROAD CROSSING, 46.0 FEET
 OQ0274'WEST OF THE WEST RAIL, 10.0 FEET SOUTH OF AN IRON GATE, 1.5 FEET
 OQ0274'EAST OF A RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 OQ0274'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0274
 OQ0274                          STATION RECOVERY (1985)
 OQ0274
 OQ0274'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 OQ0274'FROM INTERSECTION OF CENTERLINE 33RD STREET AND CENTERLINE
 OQ0274'SOUTHEASTERN DRIVE IN SIOUX FALLS, 145' AND SOUTHEASTERLY TO PRIVATE
 OQ0274'FIELD DRIVE ACROSS RAILROAD, ACROSS TO WESTERLY SIDE OF RAILROAD,
 OQ0274'46.0 FEET SOUTHWEST FROM SOUTHWEST RAIL AND ON NORTHWESTERLY SIDE OF
 OQ0274'PRIVATE FIELD ENTRANCE 1 1/2 FEET AND EAST OF RAILROAD RIGHT-OF-WAY
 OQ0274'FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0249 ***********************************************************************
 OQ0249  DESIGNATION -  M 328
 OQ0249  PID         -  OQ0249
 OQ0249  STATE/COUNTY-  SD/LINCOLN
 OQ0249  COUNTRY     -  US
 OQ0249  USGS QUAD   -  HARRISBURG (2017)
 OQ0249
 OQ0249                         *CURRENT SURVEY CONTROL
 OQ0249  ______________________________________________________________________
 OQ0249* NAD 83(2011) POSITION- 43 29 21.64177(N) 096 38 58.13643(W)   ADJUSTED
 OQ0249* NAD 83(2011) ELLIP HT-   407.137 (meters)        (06/27/12)   ADJUSTED
 OQ0249* NAD 83(2011) EPOCH   -  2010.00
 OQ0249* NAVD 88 ORTHO HEIGHT -   433.554 (meters)     1422.42  (feet) ADJUSTED
 OQ0249  ______________________________________________________________________
 OQ0249  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 OQ0249  NAD 83(2011) X  -   -536,710.179 (meters)                     COMP
 OQ0249  NAD 83(2011) Y  - -4,603,823.457 (meters)                     COMP
 OQ0249  NAD 83(2011) Z  -  4,367,383.189 (meters)                     COMP
 OQ0249  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 OQ0249  DYNAMIC HEIGHT  -        433.440 (meters)     1422.04  (feet) COMP
 OQ0249  MODELED GRAVITY -    980,344.1   (mgal)                       NAVD 88
 OQ0249
 OQ0249  VERT ORDER      -  SECOND    CLASS 0
 OQ0249
 OQ0249  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ0249  Standards:
 OQ0249         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ0249            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ0249  -------------------------------------------------------------------
 OQ0249  NETWORK    0.62   1.08           0.28   0.22   0.55      0.00641848
 OQ0249  -------------------------------------------------------------------
 OQ0249  Click here for local accuracies and other accuracy information.
 OQ0249
 OQ0249.The horizontal coordinates were established by GPS observations
 OQ0249.and adjusted by the National Geodetic Survey in June 2012.
 OQ0249
 OQ0249.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ0249.been affixed to the stable North American tectonic plate. See 
 OQ0249.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ0249
 OQ0249.The horizontal coordinates are valid at the epoch date displayed above
 OQ0249.which is a decimal equivalence of Year/Month/Day.
 OQ0249
 OQ0249.The orthometric height was determined by differential leveling and
 OQ0249.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0249.in June 1991.
 OQ0249
 OQ0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0249.GEOID18 height accuracy estimate available here.
 OQ0249
 OQ0249.Click photographs - Photos may exist for this station.
 OQ0249
 OQ0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0249
 OQ0249.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0249
 OQ0249.The ellipsoidal height was determined by GPS observations
 OQ0249.and is referenced to NAD 83.
 OQ0249
 OQ0249.The dynamic height is computed by dividing the NAVD 88
 OQ0249.geopotential number by the normal gravity value computed on the
 OQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0249.degrees latitude (g = 980.6199 gals.).
 OQ0249
 OQ0249.The modeled gravity was interpolated from observed gravity values.
 OQ0249
 OQ0249. The following values were computed from the NAD 83(2011) position.
 OQ0249
 OQ0249;                    North         East     Units Scale Factor Converg.
 OQ0249;SPC SD S     -   135,029.271   897,865.333   MT  0.99990940   +2 32 28.7
 OQ0249;SPC SD S     -   443,008.53  2,945,746.51   sFT  0.99990940   +2 32 28.7
 OQ0249;UTM  14      - 4,817,841.912   690,062.329   MT  1.00004436   +1 37 05.4
 OQ0249
 OQ0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0249!SPC SD S     -   0.99993616  x   0.99990940  =   0.99984556
 OQ0249!UTM  14      -   0.99993616  x   1.00004436  =   0.99998052
 OQ0249
 OQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9006217841(NAD 83)
 OQ0249
 OQ0249                          SUPERSEDED SURVEY CONTROL
 OQ0249
 OQ0249  NAD 83(2007)-  43 29 21.64175(N)    096 38 58.13735(W) AD(2002.00) 1
 OQ0249  ELLIP H (12/22/10)  407.163  (m)                       GP(2002.00) 4 1
 OQ0249  NAD 83(1995)-  43 29 21.64136(N)    096 38 58.13670(W) AD(       ) 1
 OQ0249  ELLIP H (06/28/06)  407.199  (m)                       GP(       ) 4 1
 OQ0249  NAVD 88             433.55   (m)         1422.4    (f) LEVELING    3  
 OQ0249  NGVD 29 (??/??/92)  433.288  (m)         1421.55   (f) ADJ UNCH    2 0
 OQ0249
 OQ0249.Superseded values are not recommended for survey control.
 OQ0249
 OQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0249.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0249
 OQ0249_MARKER: DB = BENCH MARK DISK
 OQ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0249_STAMPING: M 328 1949
 OQ0249_MARK LOGO: CGS
 OQ0249_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0249_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0249+STABILITY: SURFACE MOTION
 OQ0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0249+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2016
 OQ0249
 OQ0249  HISTORY     - Date     Condition        Report By
 OQ0249  HISTORY     - 1949     MONUMENTED       CGS
 OQ0249  HISTORY     - 20040902 GOOD             INDIV
 OQ0249  HISTORY     - 20051117 GOOD             MNDT
 OQ0249  HISTORY     - 20081002 GOOD             SDDT
 OQ0249  HISTORY     - 20090302 GOOD             GEOCAC
 OQ0249  HISTORY     - 20101214 GOOD             INDIV
 OQ0249  HISTORY     - 20160204 GOOD             INDIV
 OQ0249
 OQ0249                          STATION DESCRIPTION
 OQ0249
 OQ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0249'6.5 MI NE FROM HARRISBURG.
 OQ0249'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0249'AT HARRISBURG, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0249'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, 156.0 FEET WEST
 OQ0249'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34.0 FEET SOUTH
 OQ0249'OF THE CENTER LINE OF THE EAST-WEST ROAD, 114.0 FEET WEST OF A
 OQ0249'FENCE CORNER POST, 1.2 FEET SOUTH OF THE FENCE, 1.4 FEET EAST
 OQ0249'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 OQ0249'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OQ0249
 OQ0249                          STATION RECOVERY (2004)
 OQ0249
 OQ0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JHC)
 OQ0249'FROM THE INTERSECTION OF STATE HIGHWAY 11 AND COUNTY ROAD 102 GO 150
 OQ0249'FEET WEST. MONUMENT IS 1 FOOT SOUTH OF ROW FENCE.
 OQ0249
 OQ0249                          STATION RECOVERY (2005)
 OQ0249
 OQ0249'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0249'6.5 MILES NORTHEAST FROM HARRISBURG, 2.0 MILES NORTH ALONG TRUNK
 OQ0249'HIGHWAY 11 FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 106
 OQ0249'NEAR HARRISBURG, AT THE JUNCTION OF TRUNK HIGHWAY 11 AND 269TH STREET,
 OQ0249'154 FEET WEST OF TRUNK HIGHWAY 11, 30.0 FEET SOUTH OF 269TH STREET,
 OQ0249'114.0 FEET WEST OF FENCE CORNER, 6.2 FEET EAST OF LINCOLN COUNTY RURAL
 OQ0249'WATER SIGN POST.
 OQ0249
 OQ0249                          STATION RECOVERY (2008)
 OQ0249
 OQ0249'RECOVERY NOTE BY SD DEPT OF TRANSP 2008 (KHG)
 OQ0249'RECOVERED AS DESCRIBED
 OQ0249
 OQ0249                          STATION RECOVERY (2009)
 OQ0249
 OQ0249'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0249'RECOVERED IN GOOD CONDITION.
 OQ0249
 OQ0249                          STATION RECOVERY (2010)
 OQ0249
 OQ0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RMM)
 OQ0249'RECOVERED IN GOOD CONDITION.
 OQ0249
 OQ0249                          STATION RECOVERY (2016)
 OQ0249
 OQ0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JHC)
 OQ0249'MARK RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0254 ***********************************************************************
 PR0254  DESIGNATION -  M 329
 PR0254  PID         -  PR0254
 PR0254  STATE/COUNTY-  SD/MOODY
 PR0254  COUNTRY     -  US
 PR0254  USGS QUAD   -  FLANDREAU NW (2017)
 PR0254
 PR0254                         *CURRENT SURVEY CONTROL
 PR0254  ______________________________________________________________________
 PR0254* NAD 83(1986) POSITION- 44 10 01.     (N) 096 42 33.     (W)   SCALED
 PR0254* NAVD 88 ORTHO HEIGHT -   477.080 (meters)     1565.22  (feet) ADJUSTED
 PR0254  ______________________________________________________________________
 PR0254  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 PR0254  DYNAMIC HEIGHT  -        476.976 (meters)     1564.88  (feet) COMP
 PR0254  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 PR0254
 PR0254  VERT ORDER      -  SECOND    CLASS 0
 PR0254
 PR0254.The horizontal coordinates were scaled from a map and have
 PR0254.an estimated accuracy of +/- 6 seconds.
 PR0254
 PR0254.The orthometric height was determined by differential leveling and
 PR0254.adjusted by the NATIONAL GEODETIC SURVEY
 PR0254.in June 1991.
 PR0254
 PR0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0254.GEOID18 height accuracy estimate available here.
 PR0254
 PR0254.Click photographs - Photos may exist for this station.
 PR0254
 PR0254.The dynamic height is computed by dividing the NAVD 88
 PR0254.geopotential number by the normal gravity value computed on the
 PR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0254.degrees latitude (g = 980.6199 gals.).
 PR0254
 PR0254.The modeled gravity was interpolated from observed gravity values.
 PR0254
 PR0254;                    North         East    Units  Estimated Accuracy
 PR0254;SPC SD S     -   210,030.      889,760.      MT  (+/- 180 meters Scaled)
 PR0254
 PR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP831929(NAD 83)
 PR0254
 PR0254                          SUPERSEDED SURVEY CONTROL
 PR0254
 PR0254  NGVD 29 (??/??/92)  476.814  (m)         1564.35   (f) ADJ UNCH    2 0
 PR0254
 PR0254.Superseded values are not recommended for survey control.
 PR0254
 PR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0254.See file dsdata.pdf to determine how the superseded data were derived.
 PR0254
 PR0254_MARKER: DB = BENCH MARK DISK
 PR0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0254_SP_SET: BRIDGE
 PR0254_STAMPING: M 329 1949
 PR0254_MARK LOGO: CGS
 PR0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0254
 PR0254  HISTORY     - Date     Condition        Report By
 PR0254  HISTORY     - 1949     MONUMENTED       CGS
 PR0254
 PR0254                          STATION DESCRIPTION
 PR0254
 PR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0254'14.8 MI NW FROM FLANDREAU.
 PR0254'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0254'FLANDREAU, THENCE 6.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 PR0254'1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, 117.0
 PR0254'FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 PR0254'9.5 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 PR0254'7.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST
 PR0254'WINGWALL OF AND SET IN THE TOP OF THE WINGWALL OF A BRIDGE
 PR0254'OVER THE BIG SIOUX RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0363 ***********************************************************************
 PR0363  DESIGNATION -  M 330
 PR0363  PID         -  PR0363
 PR0363  STATE/COUNTY-  SD/HAMLIN
 PR0363  COUNTRY     -  US
 PR0363  USGS QUAD   -  ESTELLINE (2017)
 PR0363
 PR0363                         *CURRENT SURVEY CONTROL
 PR0363  ______________________________________________________________________
 PR0363* NAD 83(1986) POSITION- 44 34 49.     (N) 096 54 16.     (W)   SCALED
 PR0363* NAVD 88 ORTHO HEIGHT -   519.738 (meters)     1705.17  (feet) ADJUSTED
 PR0363  ______________________________________________________________________
 PR0363  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 PR0363  DYNAMIC HEIGHT  -        519.662 (meters)     1704.92  (feet) COMP
 PR0363  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 PR0363
 PR0363  VERT ORDER      -  SECOND    CLASS 0
 PR0363
 PR0363.The horizontal coordinates were scaled from a map and have
 PR0363.an estimated accuracy of +/- 6 seconds.
 PR0363
 PR0363.The orthometric height was determined by differential leveling and
 PR0363.adjusted by the NATIONAL GEODETIC SURVEY
 PR0363.in June 1991.
 PR0363
 PR0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0363.GEOID18 height accuracy estimate available here.
 PR0363
 PR0363.Click photographs - Photos may exist for this station.
 PR0363
 PR0363.The dynamic height is computed by dividing the NAVD 88
 PR0363.geopotential number by the normal gravity value computed on the
 PR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0363.degrees latitude (g = 980.6199 gals.).
 PR0363
 PR0363.The modeled gravity was interpolated from observed gravity values.
 PR0363
 PR0363;                    North         East    Units  Estimated Accuracy
 PR0363;SPC SD N     -    87,700.      845,780.      MT  (+/- 180 meters Scaled)
 PR0363
 PR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ663384(NAD 83)
 PR0363
 PR0363                          SUPERSEDED SURVEY CONTROL
 PR0363
 PR0363  NGVD 29 (??/??/92)  519.462  (m)         1704.27   (f) ADJ UNCH    2 0
 PR0363
 PR0363.Superseded values are not recommended for survey control.
 PR0363
 PR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0363.See file dsdata.pdf to determine how the superseded data were derived.
 PR0363
 PR0363_MARKER: DB = BENCH MARK DISK
 PR0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0363_STAMPING: M 330 1949
 PR0363_MARK LOGO: CGS
 PR0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0363+STABILITY: SURFACE MOTION
 PR0363
 PR0363  HISTORY     - Date     Condition        Report By
 PR0363  HISTORY     - 1949     MONUMENTED       CGS
 PR0363
 PR0363                          STATION DESCRIPTION
 PR0363
 PR0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0363'0.5 MI N FROM ESTELLINE.
 PR0363'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND NORTH
 PR0363'WESTERN RAILWAY STATION AT ESTELLINE, 80.0 FEET EAST OF THE
 PR0363'CENTER LINE OF THE HIGHWAY, 25.0 FEET EAST OF THE CENTER LINE
 PR0363'OF AN ENTRANCE TO A CEMETERY, 1.4 FEET WEST OF A REFERENCE POST,
 PR0363'1.0 FOOT SOUTH OF A FENCE ALONG THE SOUTH SIDE OF THE CEMETERY,
 PR0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 PR0363'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1011 ***********************************************************************
 NM1011  DESIGNATION -  M 331
 NM1011  PID         -  NM1011
 NM1011  STATE/COUNTY-  SD/YANKTON
 NM1011  COUNTRY     -  US
 NM1011  USGS QUAD   -  YANKTON (2017)
 NM1011
 NM1011                         *CURRENT SURVEY CONTROL
 NM1011  ______________________________________________________________________
 NM1011* NAD 83(1986) POSITION- 42 52 34.     (N) 097 24 27.     (W)   SCALED
 NM1011* NAVD 88 ORTHO HEIGHT -   384.784 (meters)     1262.41  (feet) ADJUSTED
 NM1011  ______________________________________________________________________
 NM1011  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 NM1011  DYNAMIC HEIGHT  -        384.674 (meters)     1262.05  (feet) COMP
 NM1011  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 NM1011
 NM1011  VERT ORDER      -  FIRST     CLASS II
 NM1011
 NM1011.The horizontal coordinates were scaled from a map and have
 NM1011.an estimated accuracy of +/- 6 seconds.
 NM1011
 NM1011.The orthometric height was determined by differential leveling and
 NM1011.adjusted by the NATIONAL GEODETIC SURVEY
 NM1011.in June 1991.
 NM1011
 NM1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1011.GEOID18 height accuracy estimate available here.
 NM1011
 NM1011.Click photographs - Photos may exist for this station.
 NM1011
 NM1011.The dynamic height is computed by dividing the NAVD 88
 NM1011.geopotential number by the normal gravity value computed on the
 NM1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1011.degrees latitude (g = 980.6199 gals.).
 NM1011
 NM1011.The modeled gravity was interpolated from observed gravity values.
 NM1011
 NM1011;                    North         East    Units  Estimated Accuracy
 NM1011;SPC SD S     -    64,510.      839,000.      MT  (+/- 180 meters Scaled)
 NM1011
 NM1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN300482(NAD 83)
 NM1011
 NM1011                          SUPERSEDED SURVEY CONTROL
 NM1011
 NM1011  NGVD 29 (??/??/92)  384.581  (m)         1261.75   (f) ADJ UNCH    1 2
 NM1011
 NM1011.Superseded values are not recommended for survey control.
 NM1011
 NM1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1011.See file dsdata.pdf to determine how the superseded data were derived.
 NM1011
 NM1011_MARKER: DB = BENCH MARK DISK
 NM1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1011_STAMPING: M 331 1949
 NM1011_MARK LOGO: CGS
 NM1011_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1011+STABILITY: SURFACE MOTION
 NM1011
 NM1011  HISTORY     - Date     Condition        Report By
 NM1011  HISTORY     - 1949     MONUMENTED       CGS
 NM1011  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1011  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM1011
 NM1011                          STATION DESCRIPTION
 NM1011
 NM1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1011'1 MI NW FROM YANKTON.
 NM1011'0.95 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1011'AT YANKTON, AT THE JUNCTION OF EIGHTH STREET AND A DIRT ROAD
 NM1011'LEADING WEST, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NM1011'28 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST,
 NM1011'3 FEET SOUTHWEST OF A FENCE CORNER, 1.4 FEET WEST OF A REFERENCE
 NM1011'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM1011'ABOVE THE GROUND.
 NM1011
 NM1011                          STATION RECOVERY (1967)
 NM1011
 NM1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1011'MARK NOT FOUND.
 NM1011
 NM1011                          STATION RECOVERY (2012)
 NM1011
 NM1011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0354 ***********************************************************************
 PT0354  DESIGNATION -  M 332
 PT0354  PID         -  PT0354
 PT0354  STATE/COUNTY-  SD/HUGHES
 PT0354  COUNTRY     -  US
 PT0354  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0354
 PT0354                         *CURRENT SURVEY CONTROL
 PT0354  ______________________________________________________________________
 PT0354* NAD 83(1986) POSITION- 44 31 30.     (N) 100 30 24.     (W)   SCALED
 PT0354* NAVD 88 ORTHO HEIGHT -   443.180 (meters)     1454.00  (feet) ADJUSTED
 PT0354  ______________________________________________________________________
 PT0354  GEOID HEIGHT    -        -22.894 (meters)                     GEOID18
 PT0354  DYNAMIC HEIGHT  -        443.096 (meters)     1453.72  (feet) COMP
 PT0354  MODELED GRAVITY -    980,414.7   (mgal)                       NAVD 88
 PT0354
 PT0354  VERT ORDER      -  FIRST     CLASS II
 PT0354
 PT0354.The horizontal coordinates were scaled from a map and have
 PT0354.an estimated accuracy of +/- 6 seconds.
 PT0354
 PT0354.The orthometric height was determined by differential leveling and
 PT0354.adjusted by the NATIONAL GEODETIC SURVEY
 PT0354.in June 1991.
 PT0354
 PT0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0354.GEOID18 height accuracy estimate available here.
 PT0354
 PT0354.Click photographs - Photos may exist for this station.
 PT0354
 PT0354.The dynamic height is computed by dividing the NAVD 88
 PT0354.geopotential number by the normal gravity value computed on the
 PT0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0354.degrees latitude (g = 980.6199 gals.).
 PT0354
 PT0354.The modeled gravity was interpolated from observed gravity values.
 PT0354
 PT0354;                    North         East    Units  Estimated Accuracy
 PT0354;SPC SD S     -   243,500.      586,220.      MT  (+/- 180 meters Scaled)
 PT0354
 PT0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ802312(NAD 83)
 PT0354
 PT0354                          SUPERSEDED SURVEY CONTROL
 PT0354
 PT0354  NGVD 29 (??/??/92)  442.797  (m)         1452.74   (f) ADJ UNCH    1 2
 PT0354
 PT0354.Superseded values are not recommended for survey control.
 PT0354
 PT0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0354.See file dsdata.pdf to determine how the superseded data were derived.
 PT0354
 PT0354_MARKER: DB = BENCH MARK DISK
 PT0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0354_STAMPING: M 332 1949
 PT0354_MARK LOGO: CGS
 PT0354_PROJECTION: PROJECTING 6 CENTIMETERS
 PT0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0354+STABILITY: SURFACE MOTION
 PT0354
 PT0354  HISTORY     - Date     Condition        Report By
 PT0354  HISTORY     - 1949     MONUMENTED       CGS
 PT0354  HISTORY     - 1951     GOOD             CGS
 PT0354
 PT0354                          STATION DESCRIPTION
 PT0354
 PT0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0354'19.5 MI NW FROM PIERRE.
 PT0354'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0354'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0354'GRAY GOOSE DANCE HALL, THENCE 5.0 MILES WEST ALONG A GRAVELED
 PT0354'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0354'1.85 MILES WEST ALONG A DIRT ROAD, THENCE 1.45 MILES NORTHWEST
 PT0354'ALONG A DIRT ROAD TO A STEEL BRIDGE, THENCE 0.3 MILE SOUTH
 PT0354'ALONG A TRAIL ROAD WHICH RUNS ALONG THE EAST EDGE OF A GROVE
 PT0354'OF TREES, PASS THROUGH A WIRE GATE AND CONTINUE 0.5 MILE SOUTH
 PT0354'THROUGH A ALFALFA FIELD.  AT THE SOUTHEAST CORNER OF THE ALFALFA
 PT0354'HAY FIELD, 18 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRAIL
 PT0354'ROAD LEADING NORTHWEST TO THE MISSOURI RIVER, 11 FEET NORTHWEST
 PT0354'OF THE CENTER LINE OF MAIN TRAIL ROAD, 2.0 FEET WEST OF A
 PT0354'FENCE POST, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE
 PT0354'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PT0354
 PT0354                          STATION RECOVERY (1951)
 PT0354
 PT0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0481 ***********************************************************************
 OR0481  DESIGNATION -  M 333
 OR0481  PID         -  OR0481
 OR0481  STATE/COUNTY-  SD/BRULE
 OR0481  COUNTRY     -  US
 OR0481  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0481
 OR0481                         *CURRENT SURVEY CONTROL
 OR0481  ______________________________________________________________________
 OR0481* NAD 83(1986) POSITION- 43 47 32.     (N) 099 19 00.     (W)   SCALED
 OR0481* NAVD 88 ORTHO HEIGHT -   524.581 (meters)     1721.06  (feet) ADJUSTED
 OR0481  ______________________________________________________________________
 OR0481  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 OR0481  DYNAMIC HEIGHT  -        524.441 (meters)     1720.60  (feet) COMP
 OR0481  MODELED GRAVITY -    980,336.2   (mgal)                       NAVD 88
 OR0481
 OR0481  VERT ORDER      -  SECOND    CLASS 0
 OR0481
 OR0481.This mark is at Chamberlain Airport (9V9)
 OR0481
 OR0481.The horizontal coordinates were scaled from a map and have
 OR0481.an estimated accuracy of +/- 6 seconds.
 OR0481
 OR0481.The orthometric height was determined by differential leveling and
 OR0481.adjusted by the NATIONAL GEODETIC SURVEY
 OR0481.in June 1991.
 OR0481
 OR0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0481.GEOID18 height accuracy estimate available here.
 OR0481
 OR0481.Click photographs - Photos may exist for this station.
 OR0481
 OR0481.The dynamic height is computed by dividing the NAVD 88
 OR0481.geopotential number by the normal gravity value computed on the
 OR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0481.degrees latitude (g = 980.6199 gals.).
 OR0481
 OR0481.The modeled gravity was interpolated from observed gravity values.
 OR0481
 OR0481;                    North         East    Units  Estimated Accuracy
 OR0481;SPC SD S     -   162,570.      681,820.      MT  (+/- 180 meters Scaled)
 OR0481
 OR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP745488(NAD 83)
 OR0481
 OR0481                          SUPERSEDED SURVEY CONTROL
 OR0481
 OR0481  NGVD 29 (??/??/92)  524.242  (m)         1719.95   (f) ADJ UNCH    2 0
 OR0481
 OR0481.Superseded values are not recommended for survey control.
 OR0481
 OR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0481.See file dsdata.pdf to determine how the superseded data were derived.
 OR0481
 OR0481_MARKER: DB = BENCH MARK DISK
 OR0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0481_STAMPING: M 333 1949
 OR0481_MARK LOGO: CGS
 OR0481_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0481+STABILITY: SURFACE MOTION
 OR0481
 OR0481  HISTORY     - Date     Condition        Report By
 OR0481  HISTORY     - 1949     MONUMENTED       CGS
 OR0481  HISTORY     - 19960509 MARK NOT FOUND   NGS
 OR0481
 OR0481                          STATION DESCRIPTION
 OR0481
 OR0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0481'T FROM AT CHAMBERLAIN MUNICIPAL AIRPOR.
 OR0481'AT CHAMBERLAIN MUNICIPAL AIRPORT, BRULE COUNTY, AT THE MOST
 OR0481'WESTERLY HANGAR, 1.5 FEET WEST OF THE SOUTHWEST CORNER, AND
 OR0481'1.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 OR0481'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 OR0481
 OR0481                          STATION RECOVERY (1996)
 OR0481
 OR0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0481'SEARCHED FOR NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0481 ***********************************************************************
 OT0481  DESIGNATION -  M 334
 OT0481  PID         -  OT0481
 OT0481  STATE/COUNTY-  SD/FALL RIVER
 OT0481  COUNTRY     -  US
 OT0481  USGS QUAD   -  BURDOCK (2017)
 OT0481
 OT0481                         *CURRENT SURVEY CONTROL
 OT0481  ______________________________________________________________________
 OT0481* NAD 83(1986) POSITION- 43 24 10.9    (N) 103 55 51.9    (W)   HD_HELD2
 OT0481* NAVD 88 ORTHO HEIGHT -  1067.935 (meters)     3503.72  (feet) ADJUSTED
 OT0481  ______________________________________________________________________
 OT0481  GEOID HEIGHT    -        -14.807 (meters)                     GEOID18
 OT0481  DYNAMIC HEIGHT  -       1067.493 (meters)     3502.27  (feet) COMP
 OT0481  MODELED GRAVITY -    980,168.7   (mgal)                       NAVD 88
 OT0481
 OT0481  VERT ORDER      -  FIRST     CLASS II
 OT0481
 OT0481.The horizontal coordinates were established by autonomous hand held GPS
 OT0481.observations and have an estimated accuracy of +/- 10 meters.
 OT0481
 OT0481.The orthometric height was determined by differential leveling and
 OT0481.adjusted by the NATIONAL GEODETIC SURVEY
 OT0481.in June 1991.
 OT0481
 OT0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0481.GEOID18 height accuracy estimate available here.
 OT0481
 OT0481.Click photographs - Photos may exist for this station.
 OT0481
 OT0481.The dynamic height is computed by dividing the NAVD 88
 OT0481.geopotential number by the normal gravity value computed on the
 OT0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0481.degrees latitude (g = 980.6199 gals.).
 OT0481
 OT0481.The modeled gravity was interpolated from observed gravity values.
 OT0481
 OT0481;                    North         East    Units  Estimated Accuracy
 OT0481;SPC SD S     -   125,144.      308,677.      MT  (+/- 10 meters HH2 GPS)
 OT0481
 OT0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8655406126(NAD 83)
 OT0481
 OT0481                          SUPERSEDED SURVEY CONTROL
 OT0481
 OT0481  NGVD 29 (??/??/92) 1067.428  (m)         3502.05   (f) ADJ UNCH    1 2
 OT0481
 OT0481.Superseded values are not recommended for survey control.
 OT0481
 OT0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0481.See file dsdata.pdf to determine how the superseded data were derived.
 OT0481
 OT0481_MARKER: DB = BENCH MARK DISK
 OT0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0481_STAMPING: M 334 1957
 OT0481_MARK LOGO: CGS
 OT0481_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0481+STABILITY: SURFACE MOTION
 OT0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0481+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2010
 OT0481
 OT0481  HISTORY     - Date     Condition        Report By
 OT0481  HISTORY     - 1957     MONUMENTED       CGS
 OT0481  HISTORY     - 1985     GOOD             NGS
 OT0481  HISTORY     - 20101021 GOOD             GEOCAC
 OT0481
 OT0481                          STATION DESCRIPTION
 OT0481
 OT0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0481'9 MI NW FROM EDGEMONT.
 OT0481'ABOUT 9.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0481'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 31,
 OT0481'T. 7 S., R. 2 E., 1.0 MILE NORTHWEST OF THE ROAD CROSSING AT
 OT0481'MARIETTA, 14 1/2 RAILS NORTHWEST OF THE CENTER OF A ROAD
 OT0481'CROSSING, 95 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 34 FEET
 OT0481'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 17 FEET SOUTHEAST
 OT0481'OF A POWER POLE WITH 3 GUY WIRES, 2 1/2 FEET NORTHEAST OF THE
 OT0481'FENCE LINE, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET
 OT0481'BELOW THE TOP OF THE RAIL AND IN THE TOP OF A CONCRETE POST
 OT0481'PROJECTING 8 INCHES.
 OT0481
 OT0481                          STATION RECOVERY (1985)
 OT0481
 OT0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0481'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.25 KM
 OT0481'(10.15 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0481'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0481'EGEDMONT, 0.1 KM (0.05 MI) NORTHWEST OF THE COUNTY ROAD CROSSING THE
 OT0481'BURLINGTON NORTHERN RAILROAD, 10.3 METERS (34 FT) NORTHEAST OF THE
 OT0481'CENTER OF THE ROAD, 28.9 METERS (95 FT) SOUTHWEST OF THE SOUTHWEST
 OT0481'RAIL AND 5.2 METERS (17 FT) SOUTHEAST OF THE SOUTHWEST POLE OF A POWER
 OT0481'LINE CROSSING THE TRACKS.
 OT0481'THE MARK IS 0.7 METERS  NW FROM  A WITNESS POST
 OT0481'THE MARK IS 0.3 M ABOVE THE ROAD.
 OT0481
 OT0481                          STATION RECOVERY (2010)
 OT0481
 OT0481'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0481'POWER POLE IS GUYED SE, SW, AND NW.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0433 ***********************************************************************
 OT0433  DESIGNATION -  M 335
 OT0433  PID         -  OT0433
 OT0433  STATE/COUNTY-  SD/FALL RIVER
 OT0433  COUNTRY     -  US
 OT0433  USGS QUAD   -  ARDMORE (2017)
 OT0433
 OT0433                         *CURRENT SURVEY CONTROL
 OT0433  ______________________________________________________________________
 OT0433* NAD 83(1986) POSITION- 43 02 46.     (N) 103 39 38.     (W)   SCALED
 OT0433* NAVD 88 ORTHO HEIGHT -  1073.626 (meters)     3522.39  (feet) ADJUSTED
 OT0433  ______________________________________________________________________
 OT0433  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 OT0433  DYNAMIC HEIGHT  -       1073.143 (meters)     3520.80  (feet) COMP
 OT0433  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 OT0433
 OT0433  VERT ORDER      -  FIRST     CLASS II
 OT0433
 OT0433.The horizontal coordinates were scaled from a map and have
 OT0433.an estimated accuracy of +/- 6 seconds.
 OT0433
 OT0433.The orthometric height was determined by differential leveling and
 OT0433.adjusted by the NATIONAL GEODETIC SURVEY
 OT0433.in June 1991.
 OT0433
 OT0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0433.GEOID18 height accuracy estimate available here.
 OT0433
 OT0433.Click photographs - Photos may exist for this station.
 OT0433
 OT0433.The dynamic height is computed by dividing the NAVD 88
 OT0433.geopotential number by the normal gravity value computed on the
 OT0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0433.degrees latitude (g = 980.6199 gals.).
 OT0433
 OT0433.The modeled gravity was interpolated from observed gravity values.
 OT0433
 OT0433;                    North         East    Units  Estimated Accuracy
 OT0433;SPC SD S     -    84,610.      328,980.      MT  (+/- 180 meters Scaled)
 OT0433
 OT0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH090668(NAD 83)
 OT0433
 OT0433                          SUPERSEDED SURVEY CONTROL
 OT0433
 OT0433  NGVD 29 (??/??/92) 1073.077  (m)         3520.59   (f) ADJ UNCH    1 2
 OT0433
 OT0433.Superseded values are not recommended for survey control.
 OT0433
 OT0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0433.See file dsdata.pdf to determine how the superseded data were derived.
 OT0433
 OT0433_MARKER: DB = BENCH MARK DISK
 OT0433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0433_SP_SET: SMALL BRIDGE ABUTMENT
 OT0433_STAMPING: M 335 1957
 OT0433_MARK LOGO: CGS
 OT0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0433
 OT0433  HISTORY     - Date     Condition        Report By
 OT0433  HISTORY     - 1957     MONUMENTED       CGS
 OT0433  HISTORY     - 1985     GOOD             NGS
 OT0433
 OT0433                          STATION DESCRIPTION
 OT0433
 OT0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0433'1.8 MI N FROM ARDMORE.
 OT0433'ABOUT 1.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0433'RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 33, T. 11 S.,
 OT0433'R. 4 E., IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 OT0433'BRIDGE 452.14 OVER HAT CREEK, 6 FEET EAST OF THE EAST RAIL
 OT0433'AND ABOUT 3 1/2 FEET BELOW THE RAIL.
 OT0433
 OT0433                          STATION RECOVERY (1985)
 OT0433
 OT0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0433'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.9 KM (1.8
 OT0433'MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 6412
 OT0433'WEST AND 5 EAST IN ADRMORE, AT THE BURLINGTON NORTHERN RAILROAD
 OT0433'BRIDGE 452.14 OVER HAT CREEK, IN TOP OF THE EAST END OF THE SOUTH
 OT0433'ABUTMENT.  ACCESS TO BENCH MARK IS HAD BY PRYING UP BOARDS OF THE
 OT0433'RAILROAD WALKWAY, 1.8 METERS (6 FT) EAST OF THE EAST RAIL.
 OT0433'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0072 ***********************************************************************
 NN0072  DESIGNATION -  M 338
 NN0072  PID         -  NN0072
 NN0072  STATE/COUNTY-  SD/CHARLES MIX
 NN0072  COUNTRY     -  US
 NN0072  USGS QUAD   -  VERDEL (2017)
 NN0072
 NN0072                         *CURRENT SURVEY CONTROL
 NN0072  ______________________________________________________________________
 NN0072* NAD 83(1986) POSITION- 42 51 24.     (N) 098 09 24.     (W)   SCALED
 NN0072* NAVD 88 ORTHO HEIGHT -   383.859 (meters)     1259.38  (feet) ADJUSTED
 NN0072  ______________________________________________________________________
 NN0072  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 NN0072  DYNAMIC HEIGHT  -        383.732 (meters)     1258.96  (feet) COMP
 NN0072  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 NN0072
 NN0072  VERT ORDER      -  SECOND    CLASS 0
 NN0072
 NN0072.The horizontal coordinates were scaled from a map and have
 NN0072.an estimated accuracy of +/- 6 seconds.
 NN0072
 NN0072.The orthometric height was determined by differential leveling and
 NN0072.adjusted by the NATIONAL GEODETIC SURVEY
 NN0072.in June 1991.
 NN0072
 NN0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0072.GEOID18 height accuracy estimate available here.
 NN0072
 NN0072.Click photographs - Photos may exist for this station.
 NN0072
 NN0072.The dynamic height is computed by dividing the NAVD 88
 NN0072.geopotential number by the normal gravity value computed on the
 NN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0072.degrees latitude (g = 980.6199 gals.).
 NN0072
 NN0072.The modeled gravity was interpolated from observed gravity values.
 NN0072
 NN0072;                    North         East    Units  Estimated Accuracy
 NN0072;SPC SD S     -    60,470.      777,880.      MT  (+/- 180 meters Scaled)
 NN0072
 NN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN688452(NAD 83)
 NN0072
 NN0072                          SUPERSEDED SURVEY CONTROL
 NN0072
 NN0072  NGVD 29 (??/??/92)  383.621  (m)         1258.60   (f) ADJ UNCH    2 0
 NN0072
 NN0072.Superseded values are not recommended for survey control.
 NN0072
 NN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0072.See file dsdata.pdf to determine how the superseded data were derived.
 NN0072
 NN0072_MARKER: DB = BENCH MARK DISK
 NN0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0072_STAMPING: M 338 1949
 NN0072_MARK LOGO: CGS
 NN0072_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0072+STABILITY: SURFACE MOTION
 NN0072
 NN0072  HISTORY     - Date     Condition        Report By
 NN0072  HISTORY     - 1949     MONUMENTED       CGS
 NN0072
 NN0072                          STATION DESCRIPTION
 NN0072
 NN0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0072'14.8 MI NW FROM RUNNING WATER.
 NN0072'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0072'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 NN0072'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST
 NN0072'ALONG A GRAVEL ROAD (BENCH MARK 97 JS (USGS) IS AT THIS POINT),
 NN0072'THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 NN0072'WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 NN0072'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.5
 NN0072'MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.6 MILES WEST ALONG
 NN0072'A GRAVEL ROAD, 1.0 MILE WEST OF CHOTEAU CREEK, ON THE OUTSIDE
 NN0072'OF A CURVE WITH TANGENTS LEADING WEST AND NORTH, 104.0 FEET
 NN0072'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8.0 FEET SOUTH OF THE
 NN0072'CENTER LINE OF A FIELD ROAD LEADING EAST, AT A JOG IN A FENCE,
 NN0072'IN LINE WITH THE PORTION OF THE FENCE LEADING EAST, 3.3 FEET
 NN0072'WEST OF A CORNER FENCE POST, 1.2 FEET NORTHWEST OF THE FENCE,
 NN0072'1.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NN0072'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0661 ***********************************************************************
 OR0661  DESIGNATION -  M 340
 OR0661  PID         -  OR0661
 OR0661  STATE/COUNTY-  SD/GREGORY
 OR0661  COUNTRY     -  US
 OR0661  USGS QUAD   -  LUCAS (2017)
 OR0661
 OR0661                         *CURRENT SURVEY CONTROL
 OR0661  ______________________________________________________________________
 OR0661* NAD 83(1986) POSITION- 43 19 41.     (N) 099 08 20.     (W)   SCALED
 OR0661* NAVD 88 ORTHO HEIGHT -   617.703 (meters)     2026.58  (feet) ADJUSTED
 OR0661  ______________________________________________________________________
 OR0661  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 OR0661  DYNAMIC HEIGHT  -        617.484 (meters)     2025.86  (feet) COMP
 OR0661  MODELED GRAVITY -    980,245.5   (mgal)                       NAVD 88
 OR0661
 OR0661  VERT ORDER      -  FIRST     CLASS II
 OR0661
 OR0661.The horizontal coordinates were scaled from a map and have
 OR0661.an estimated accuracy of +/- 6 seconds.
 OR0661
 OR0661.The orthometric height was determined by differential leveling and
 OR0661.adjusted by the NATIONAL GEODETIC SURVEY
 OR0661.in June 1991.
 OR0661
 OR0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0661.GEOID18 height accuracy estimate available here.
 OR0661
 OR0661.Click photographs - Photos may exist for this station.
 OR0661
 OR0661.The dynamic height is computed by dividing the NAVD 88
 OR0661.geopotential number by the normal gravity value computed on the
 OR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0661.degrees latitude (g = 980.6199 gals.).
 OR0661
 OR0661.The modeled gravity was interpolated from observed gravity values.
 OR0661
 OR0661;                    North         East    Units  Estimated Accuracy
 OR0661;SPC SD S     -   111,200.      696,870.      MT  (+/- 180 meters Scaled)
 OR0661
 OR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN887972(NAD 83)
 OR0661
 OR0661                          SUPERSEDED SURVEY CONTROL
 OR0661
 OR0661  NGVD 29 (??/??/92)  617.354  (m)         2025.44   (f) ADJ UNCH    1 2
 OR0661
 OR0661.Superseded values are not recommended for survey control.
 OR0661
 OR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0661.See file dsdata.pdf to determine how the superseded data were derived.
 OR0661
 OR0661_MARKER: DB = BENCH MARK DISK
 OR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0661_STAMPING: M 340 1949
 OR0661_MARK LOGO: CGS
 OR0661_PROJECTION: FLUSH
 OR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0661+STABILITY: SURFACE MOTION
 OR0661
 OR0661  HISTORY     - Date     Condition        Report By
 OR0661  HISTORY     - 1949     MONUMENTED       CGS
 OR0661  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0661  HISTORY     - 1981     GOOD             NGS
 OR0661  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0661
 OR0661                          STATION DESCRIPTION
 OR0661
 OR0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0661'21.3 MI NE FROM GREGORY.
 OR0661'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0661'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0661'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0661'ROAD, THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 1.0
 OR0661'MILE NORTH ALONG A DIRT ROAD, IN THE NORTHEAST QUARTER OF A
 OR0661'PUBLIC ROAD CROSSING, 42 FEET NORTH OF THE CENTER LINE OF THE
 OR0661'EAST-WEST ROAD, 31 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 OR0661'ROAD, 9.4 FEET NORTH OF A CORNER FENCE POST, 7 FEET NORTH OF A
 OR0661'POWER LINE POLE, 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A
 OR0661'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 OR0661'THE GROUND.
 OR0661
 OR0661                          STATION RECOVERY (1971)
 OR0661
 OR0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0661'MARK NOT FOUND.
 OR0661
 OR0661                          STATION RECOVERY (1981)
 OR0661
 OR0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OR0661'ABOUT 18 MILES (29 KM) WEST OF PLATTE ALONG HIGHWAY 44, THENCE
 OR0661'SOUTHEAST ALONG HIGHWAY 1806 FOR 5.2 MILES (8.4 KM) TO WHERE HIGHWAY
 OR0661'CURVES RIGHT, THENCE STRAIGHT AHEAD ALONG GRAVELED ROAD 0.15 MILE
 OR0661'(0.2 KM) TO CROSSROAD. 42 FEET (12.8 M) NORTH OF CENTER OF CENTER OF
 OR0661'GRAVELED ROAD, 30 FEET (9.1 M) EAST OF THE CENTER OF A GRAVELED ROAD,
 OR0661'7 FEET (2.1 M) NORTH OF A POWER POLE.
 OR0661
 OR0661                          STATION RECOVERY (2013)
 OR0661
 OR0661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0661'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0323 ***********************************************************************
 OQ0323  DESIGNATION -  M 341
 OQ0323  PID         -  OQ0323
 OQ0323  STATE/COUNTY-  SD/MINNEHAHA
 OQ0323  COUNTRY     -  US
 OQ0323  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0323
 OQ0323                         *CURRENT SURVEY CONTROL
 OQ0323  ______________________________________________________________________
 OQ0323* NAD 83(1986) POSITION- 43 37 00.2    (N) 096 43 42.7    (W)   HD_HELD2
 OQ0323* NAVD 88 ORTHO HEIGHT -   436.421 (meters)     1431.82  (feet) ADJUSTED
 OQ0323  ______________________________________________________________________
 OQ0323  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 OQ0323  DYNAMIC HEIGHT  -        436.310 (meters)     1431.46  (feet) COMP
 OQ0323  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 OQ0323
 OQ0323  VERT ORDER      -  FIRST     CLASS II
 OQ0323
 OQ0323.The horizontal coordinates were established by autonomous hand held GPS
 OQ0323.observations and have an estimated accuracy of +/- 10 meters.
 OQ0323
 OQ0323.The orthometric height was determined by differential leveling and
 OQ0323.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0323.in June 1991.
 OQ0323
 OQ0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0323.GEOID18 height accuracy estimate available here.
 OQ0323
 OQ0323.Click photographs - Photos may exist for this station.
 OQ0323
 OQ0323.The dynamic height is computed by dividing the NAVD 88
 OQ0323.geopotential number by the normal gravity value computed on the
 OQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0323.degrees latitude (g = 980.6199 gals.).
 OQ0323
 OQ0323.The modeled gravity was interpolated from observed gravity values.
 OQ0323
 OQ0323;                    North         East    Units  Estimated Accuracy
 OQ0323;SPC SD S     -   148,886.      890,864.      MT  (+/- 10 meters HH2 GPS)
 OQ0323
 OQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8328331811(NAD 83)
 OQ0323
 OQ0323                          SUPERSEDED SURVEY CONTROL
 OQ0323
 OQ0323  NGVD 29 (??/??/92)  436.138  (m)         1430.90   (f) ADJ UNCH    1 2
 OQ0323
 OQ0323.Superseded values are not recommended for survey control.
 OQ0323
 OQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0323.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0323
 OQ0323_MARKER: DB = BENCH MARK DISK
 OQ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0323_STAMPING: M 341 1949
 OQ0323_MARK LOGO: CGS
 OQ0323_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0323+STABILITY: SURFACE MOTION
 OQ0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0323+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 OQ0323
 OQ0323  HISTORY     - Date     Condition        Report By
 OQ0323  HISTORY     - 1949     MONUMENTED       CGS
 OQ0323  HISTORY     - 20110218 GOOD             INDIV
 OQ0323
 OQ0323                          STATION DESCRIPTION
 OQ0323
 OQ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0323'2 MI S FROM RENNER.
 OQ0323'2.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0323'RAILROAD FROM THE STATION AT RENNER, 2 2/3 POLES NORTH OF MILEPOST
 OQ0323'75, AT A ROAD CROSSING, 117.0 FEET NORTH OF THE CENTER LINE OF THE
 OQ0323'ROAD, 45.3 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.7 FEET
 OQ0323'NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, AND SET IN
 OQ0323'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OQ0323
 OQ0323                          STATION RECOVERY (2011)
 OQ0323
 OQ0323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0461 ***********************************************************************
 PR0461  DESIGNATION -  M 342 RESET
 PR0461  PID         -  PR0461
 PR0461  STATE/COUNTY-  SD/CODINGTON
 PR0461  COUNTRY     -  US
 PR0461  USGS QUAD   -  WATERTOWN SE (2017)
 PR0461
 PR0461                         *CURRENT SURVEY CONTROL
 PR0461  ______________________________________________________________________
 PR0461* NAD 83(1986) POSITION- 44 51 44.     (N) 097 02 50.     (W)   SCALED
 PR0461* NAVD 88 ORTHO HEIGHT -   536.375 (meters)     1759.76  (feet) ADJUSTED
 PR0461  ______________________________________________________________________
 PR0461  GEOID HEIGHT    -        -25.108 (meters)                     GEOID18
 PR0461  DYNAMIC HEIGHT  -        536.297 (meters)     1759.50  (feet) COMP
 PR0461  MODELED GRAVITY -    980,454.5   (mgal)                       NAVD 88
 PR0461
 PR0461  VERT ORDER      -  FIRST     CLASS II
 PR0461
 PR0461.The horizontal coordinates were scaled from a map and have
 PR0461.an estimated accuracy of +/- 6 seconds.
 PR0461
 PR0461.The orthometric height was determined by differential leveling and
 PR0461.adjusted by the NATIONAL GEODETIC SURVEY
 PR0461.in October 1997.
 PR0461
 PR0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0461.GEOID18 height accuracy estimate available here.
 PR0461
 PR0461.Click photographs - Photos may exist for this station.
 PR0461
 PR0461.The dynamic height is computed by dividing the NAVD 88
 PR0461.geopotential number by the normal gravity value computed on the
 PR0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0461.degrees latitude (g = 980.6199 gals.).
 PR0461
 PR0461.The modeled gravity was interpolated from observed gravity values.
 PR0461
 PR0461;                    North         East    Units  Estimated Accuracy
 PR0461;SPC SD N     -   118,590.      833,310.      MT  (+/- 180 meters Scaled)
 PR0461
 PR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ542695(NAD 83)
 PR0461
 PR0461                          SUPERSEDED SURVEY CONTROL
 PR0461
 PR0461  NAVD 88 (06/15/91)  536.376  (m)         1759.76   (f) SUPERSEDED  1 2
 PR0461
 PR0461.Superseded values are not recommended for survey control.
 PR0461
 PR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0461.See file dsdata.pdf to determine how the superseded data were derived.
 PR0461
 PR0461_MARKER: DB = BENCH MARK DISK
 PR0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0461_STAMPING: M 342 RESET 1972
 PR0461_MARK LOGO: CGS
 PR0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0461+STABILITY: SURFACE MOTION
 PR0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0461+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0461
 PR0461  HISTORY     - Date     Condition        Report By
 PR0461  HISTORY     - 1972     MONUMENTED       NGS
 PR0461  HISTORY     - 19900703 GOOD             NGS
 PR0461
 PR0461                          STATION DESCRIPTION
 PR0461
 PR0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PR0461'5.1 MI SE FROM WATERTOWN.
 PR0461'3.1 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE INTERSECTION
 PR0461'OF U.S. HIGHWAYS 81 AND 212 IN WATERTOWN, THENCE 2.0 MILES
 PR0461'SOUTH ALONG A GRAVELED ROAD, AT AN INTERSECTION WITH INTERSTATE
 PR0461'HIGHWAY 29, 290 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 PR0461'1 FOOT NORTH OF AN EAST-WEST PROPERTY LINE FENCE, 1-1/2 FEET
 PR0461'NORTHEAST OF A METAL WITNESS POST, AT THE SOUTH EDGE OF A
 PR0461'TREE SHELTER BELT, AND SET IN THE TOP OF A SQUARE CONCRETE
 PR0461'MONUMENT WHICH PROJECTS 3-INCHES.
 PR0461
 PR0461                          STATION RECOVERY (1990)
 PR0461
 PR0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0461'0.7 KM (0.4 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0461'INTERSTATE HIGHWAY 29 (EXIT 177) IN WATERTOWN, THENCE 3.1 KM
 PR0461'(1.9 MI) SOUTHERLY ALONG COUNTY ROAD 9, AT THE SOUTH END OF A ROW OF
 PR0461'TREES, 88.4 M (290.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 18.3 M
 PR0461'(60.0 FT) WEST OF THE NORTH POST OF A GATE, 4.9 M (16.1 FT) NORTH OF
 PR0461'A FENCE, 4.5 M (14.8 FT) ABOVE THE LEVEL OF THE ROAD, 0.45 M
 PR0461'(1.48 FT) EAST-NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 PR0461'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1035 ***********************************************************************
 NM1035  DESIGNATION -  M 343
 NM1035  PID         -  NM1035
 NM1035  STATE/COUNTY-  SD/CLAY
 NM1035  COUNTRY     -  US
 NM1035  USGS QUAD   -  MECKLING (2017)
 NM1035
 NM1035                         *CURRENT SURVEY CONTROL
 NM1035  ______________________________________________________________________
 NM1035* NAD 83(1986) POSITION- 42 48 28.     (N) 097 07 13.     (W)   SCALED
 NM1035* NAVD 88 ORTHO HEIGHT -   351.997 (meters)     1154.84  (feet) ADJUSTED
 NM1035  ______________________________________________________________________
 NM1035  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM1035  DYNAMIC HEIGHT  -        351.894 (meters)     1154.51  (feet) COMP
 NM1035  MODELED GRAVITY -    980,318.3   (mgal)                       NAVD 88
 NM1035
 NM1035  VERT ORDER      -  SECOND    CLASS 0
 NM1035
 NM1035.The horizontal coordinates were scaled from a map and have
 NM1035.an estimated accuracy of +/- 6 seconds.
 NM1035
 NM1035.The orthometric height was determined by differential leveling and
 NM1035.adjusted by the NATIONAL GEODETIC SURVEY
 NM1035.in June 1991.
 NM1035
 NM1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1035.GEOID18 height accuracy estimate available here.
 NM1035
 NM1035.Click photographs - Photos may exist for this station.
 NM1035
 NM1035.The dynamic height is computed by dividing the NAVD 88
 NM1035.geopotential number by the normal gravity value computed on the
 NM1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1035.degrees latitude (g = 980.6199 gals.).
 NM1035
 NM1035.The modeled gravity was interpolated from observed gravity values.
 NM1035
 NM1035;                    North         East    Units  Estimated Accuracy
 NM1035;SPC SD S     -    57,790.      862,750.      MT  (+/- 180 meters Scaled)
 NM1035
 NM1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN536411(NAD 83)
 NM1035
 NM1035                          SUPERSEDED SURVEY CONTROL
 NM1035
 NM1035  NGVD 29 (??/??/92)  351.789  (m)         1154.16   (f) ADJ UNCH    2 0
 NM1035
 NM1035.Superseded values are not recommended for survey control.
 NM1035
 NM1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1035.See file dsdata.pdf to determine how the superseded data were derived.
 NM1035
 NM1035_MARKER: DB = BENCH MARK DISK
 NM1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1035_STAMPING: M 343 1949
 NM1035_MARK LOGO: CGS
 NM1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1035+STABILITY: SURFACE MOTION
 NM1035
 NM1035  HISTORY     - Date     Condition        Report By
 NM1035  HISTORY     - 1949     MONUMENTED       CGS
 NM1035
 NM1035                          STATION DESCRIPTION
 NM1035
 NM1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1035'4.8 MI SW FROM MECKLING.
 NM1035'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1035'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1035'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 NM1035'SOUTH ALONG A GRAVELED ROAD, 147 FEET EAST OF THE CENTER LINE
 NM1035'OF THE NORTH-SOUTH ROAD, 28 FEET SOUTH OF THE CENTER LINE OF AN
 NM1035'EAST-WEST ROAD, 53.0 FEET WEST OF A 20-INCH TWIN TRUNK COTTONWOOD
 NM1035'TREE, 1.5 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM1035'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0312 ***********************************************************************
 OQ0312  DESIGNATION -  M 344
 OQ0312  PID         -  OQ0312
 OQ0312  STATE/COUNTY-  SD/MINNEHAHA
 OQ0312  COUNTRY     -  US
 OQ0312  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0312
 OQ0312                         *CURRENT SURVEY CONTROL
 OQ0312  ______________________________________________________________________
 OQ0312* NAD 83(1986) POSITION- 43 46 28.     (N) 096 44 02.     (W)   SCALED
 OQ0312* NAVD 88 ORTHO HEIGHT -   447.290 (meters)     1467.48  (feet) ADJUSTED
 OQ0312  ______________________________________________________________________
 OQ0312  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 OQ0312  DYNAMIC HEIGHT  -        447.184 (meters)     1467.14  (feet) COMP
 OQ0312  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 OQ0312
 OQ0312  VERT ORDER      -  FIRST     CLASS II
 OQ0312
 OQ0312.The horizontal coordinates were scaled from a map and have
 OQ0312.an estimated accuracy of +/- 6 seconds.
 OQ0312
 OQ0312.The orthometric height was determined by differential leveling and
 OQ0312.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0312.in June 1991.
 OQ0312
 OQ0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0312.GEOID18 height accuracy estimate available here.
 OQ0312
 OQ0312.Click photographs - Photos may exist for this station.
 OQ0312
 OQ0312.The dynamic height is computed by dividing the NAVD 88
 OQ0312.geopotential number by the normal gravity value computed on the
 OQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0312.degrees latitude (g = 980.6199 gals.).
 OQ0312
 OQ0312.The modeled gravity was interpolated from observed gravity values.
 OQ0312
 OQ0312;                    North         East    Units  Estimated Accuracy
 OQ0312;SPC SD S     -   166,370.      889,670.      MT  (+/- 180 meters Scaled)
 OQ0312
 OQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP823493(NAD 83)
 OQ0312
 OQ0312                          SUPERSEDED SURVEY CONTROL
 OQ0312
 OQ0312  NGVD 29 (??/??/92)  447.014  (m)         1466.58   (f) ADJ UNCH    1 2
 OQ0312
 OQ0312.Superseded values are not recommended for survey control.
 OQ0312
 OQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0312.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0312
 OQ0312_MARKER: DB = BENCH MARK DISK
 OQ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0312_STAMPING: M 344 1949
 OQ0312_MARK LOGO: CGS
 OQ0312_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0312+STABILITY: SURFACE MOTION
 OQ0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0312+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2011
 OQ0312
 OQ0312  HISTORY     - Date     Condition        Report By
 OQ0312  HISTORY     - 1949     MONUMENTED       CGS
 OQ0312  HISTORY     - 20110321 GOOD             INDIV
 OQ0312
 OQ0312                          STATION DESCRIPTION
 OQ0312
 OQ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0312'1 MI N FROM BALTIC.
 OQ0312'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0312'PACIFIC RAILROAD FROM THE STATION AT BALTIC, 4 1/2 POLES NORTH
 OQ0312'OF MILE POST 86, 78.0 FEET NORTHEAST OF A SIGN POST READING
 OQ0312'(STA. 1.0 MI.), 46.0 FEET EAST OF THE EAST RAIL, 1.0 FOOT WEST
 OQ0312'OF THE RIGHT OF WAY FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET
 OQ0312'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 OQ0312'GROUND.
 OQ0312
 OQ0312                          STATION RECOVERY (2011)
 OQ0312
 OQ0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0465 ***********************************************************************
 PS0465  DESIGNATION -  M 349
 PS0465  PID         -  PS0465
 PS0465  STATE/COUNTY-  SD/LYMAN
 PS0465  COUNTRY     -  US
 PS0465  USGS QUAD   -  LOWER BRULE (2017)
 PS0465
 PS0465                         *CURRENT SURVEY CONTROL
 PS0465  ______________________________________________________________________
 PS0465* NAD 83(1986) POSITION- 44 06 01.     (N) 099 34 24.     (W)   SCALED
 PS0465* NAVD 88 ORTHO HEIGHT -   416.417 (meters)     1366.19  (feet) ADJUSTED
 PS0465  ______________________________________________________________________
 PS0465  GEOID HEIGHT    -        -24.621 (meters)                     GEOID18
 PS0465  DYNAMIC HEIGHT  -        416.322 (meters)     1365.88  (feet) COMP
 PS0465  MODELED GRAVITY -    980,379.7   (mgal)                       NAVD 88
 PS0465
 PS0465  VERT ORDER      -  FIRST     CLASS II
 PS0465
 PS0465.The horizontal coordinates were scaled from a map and have
 PS0465.an estimated accuracy of +/- 6 seconds.
 PS0465
 PS0465.The orthometric height was determined by differential leveling and
 PS0465.adjusted by the NATIONAL GEODETIC SURVEY
 PS0465.in June 1991.
 PS0465
 PS0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0465.GEOID18 height accuracy estimate available here.
 PS0465
 PS0465.Click photographs - Photos may exist for this station.
 PS0465
 PS0465.The dynamic height is computed by dividing the NAVD 88
 PS0465.geopotential number by the normal gravity value computed on the
 PS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0465.degrees latitude (g = 980.6199 gals.).
 PS0465
 PS0465.The modeled gravity was interpolated from observed gravity values.
 PS0465
 PS0465;                    North         East    Units  Estimated Accuracy
 PS0465;SPC SD S     -   196,580.      660,850.      MT  (+/- 180 meters Scaled)
 PS0465
 PS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP541831(NAD 83)
 PS0465
 PS0465                          SUPERSEDED SURVEY CONTROL
 PS0465
 PS0465  NGVD 29 (??/??/92)  416.087  (m)         1365.11   (f) ADJ UNCH    1 2
 PS0465
 PS0465.Superseded values are not recommended for survey control.
 PS0465
 PS0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0465.See file dsdata.pdf to determine how the superseded data were derived.
 PS0465
 PS0465_MARKER: DB = BENCH MARK DISK
 PS0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0465_STAMPING: M 349 1949
 PS0465_MARK LOGO: CGS
 PS0465_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0465+STABILITY: SURFACE MOTION
 PS0465
 PS0465  HISTORY     - Date     Condition        Report By
 PS0465  HISTORY     - 1949     MONUMENTED       CGS
 PS0465  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0465
 PS0465                          STATION DESCRIPTION
 PS0465
 PS0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0465'1.9 MI N FROM LOWER BRULE.
 PS0465'1.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0465'LOWER BRULE, ALONG AN EAST-WEST FENCE, ABOUT 200 FEET SOUTHEAST
 PS0465'OF A WOODEN BRIDGE, 139 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PS0465'90 FEET EAST OF A CORNER FENCE POST, 1.1 FEET NORTH OF A FENCE,
 PS0465'1.8 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0465'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 PS0465'GROUND.
 PS0465
 PS0465                          STATION RECOVERY (1965)
 PS0465
 PS0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0453 ***********************************************************************
 PS0453  DESIGNATION -  M 350
 PS0453  PID         -  PS0453
 PS0453  STATE/COUNTY-  SD/HUGHES
 PS0453  COUNTRY     -  US
 PS0453  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0453
 PS0453                         *CURRENT SURVEY CONTROL
 PS0453  ______________________________________________________________________
 PS0453* NAD 83(1986) POSITION- 44 08 56.     (N) 099 43 35.     (W)   SCALED
 PS0453* NAVD 88 ORTHO HEIGHT -   486.062 (meters)     1594.69  (feet) ADJUSTED
 PS0453  ______________________________________________________________________
 PS0453  GEOID HEIGHT    -        -24.299 (meters)                     GEOID18
 PS0453  DYNAMIC HEIGHT  -        485.956 (meters)     1594.34  (feet) COMP
 PS0453  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 PS0453
 PS0453  VERT ORDER      -  FIRST     CLASS II
 PS0453
 PS0453.The horizontal coordinates were scaled from a map and have
 PS0453.an estimated accuracy of +/- 6 seconds.
 PS0453
 PS0453.The orthometric height was determined by differential leveling and
 PS0453.adjusted by the NATIONAL GEODETIC SURVEY
 PS0453.in June 1991.
 PS0453
 PS0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0453.GEOID18 height accuracy estimate available here.
 PS0453
 PS0453.Click photographs - Photos may exist for this station.
 PS0453
 PS0453.The dynamic height is computed by dividing the NAVD 88
 PS0453.geopotential number by the normal gravity value computed on the
 PS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0453.degrees latitude (g = 980.6199 gals.).
 PS0453
 PS0453.The modeled gravity was interpolated from observed gravity values.
 PS0453
 PS0453;                    North         East    Units  Estimated Accuracy
 PS0453;SPC SD S     -   201,880.      648,560.      MT  (+/- 180 meters Scaled)
 PS0453
 PS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP419886(NAD 83)
 PS0453
 PS0453                          SUPERSEDED SURVEY CONTROL
 PS0453
 PS0453  NGVD 29 (??/??/92)  485.731  (m)         1593.60   (f) ADJ UNCH    1 2
 PS0453
 PS0453.Superseded values are not recommended for survey control.
 PS0453
 PS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0453.See file dsdata.pdf to determine how the superseded data were derived.
 PS0453
 PS0453_MARKER: DB = BENCH MARK DISK
 PS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0453_STAMPING: M 350 1949
 PS0453_MARK LOGO: CGS
 PS0453_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0453+STABILITY: SURFACE MOTION
 PS0453
 PS0453  HISTORY     - Date     Condition        Report By
 PS0453  HISTORY     - 1949     MONUMENTED       CGS
 PS0453
 PS0453                          STATION DESCRIPTION
 PS0453
 PS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0453'6.1 MI E FROM JOE CREEK.
 PS0453'6.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0453'CREEK, 0.1 MILE EAST OF THE MIDDLE ONE OF 3 WOODEN BRIDGES,
 PS0453'AT THE CORNER OF SECTIONS 15, 16, 21 AND 22, T. 108 N., R. 74 W.,
 PS0453'46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH
 PS0453'OF A FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE
 PS0453'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3
 PS0453'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0633 ***********************************************************************
 PU0633  DESIGNATION -  M 355
 PU0633  PID         -  PU0633
 PU0633  STATE/COUNTY-  SD/PENNINGTON
 PU0633  COUNTRY     -  US
 PU0633  USGS QUAD   -  OWANKA (2017)
 PU0633
 PU0633                         *CURRENT SURVEY CONTROL
 PU0633  ______________________________________________________________________
 PU0633* NAD 83(1986) POSITION- 44 03 09.     (N) 102 35 18.     (W)   SCALED
 PU0633* NAVD 88 ORTHO HEIGHT -   846.605 (meters)     2777.57  (feet) ADJUSTED
 PU0633  ______________________________________________________________________
 PU0633  GEOID HEIGHT    -        -18.115 (meters)                     GEOID18
 PU0633  DYNAMIC HEIGHT  -        846.348 (meters)     2776.73  (feet) COMP
 PU0633  MODELED GRAVITY -    980,286.4   (mgal)                       NAVD 88
 PU0633
 PU0633  VERT ORDER      -  SECOND    CLASS 0
 PU0633
 PU0633.The horizontal coordinates were scaled from a map and have
 PU0633.an estimated accuracy of +/- 6 seconds.
 PU0633
 PU0633.The orthometric height was determined by differential leveling and
 PU0633.adjusted by the NATIONAL GEODETIC SURVEY
 PU0633.in June 1991.
 PU0633
 PU0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0633.GEOID18 height accuracy estimate available here.
 PU0633
 PU0633.Click photographs - Photos may exist for this station.
 PU0633
 PU0633.The dynamic height is computed by dividing the NAVD 88
 PU0633.geopotential number by the normal gravity value computed on the
 PU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0633.degrees latitude (g = 980.6199 gals.).
 PU0633
 PU0633.The modeled gravity was interpolated from observed gravity values.
 PU0633
 PU0633;                    North         East    Units  Estimated Accuracy
 PU0633;SPC SD S     -   193,440.      419,330.      MT  (+/- 180 meters Scaled)
 PU0633
 PU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ931805(NAD 83)
 PU0633
 PU0633                          SUPERSEDED SURVEY CONTROL
 PU0633
 PU0633  NGVD 29 (??/??/92)  846.146  (m)         2776.06   (f) ADJ UNCH    2 0
 PU0633
 PU0633.Superseded values are not recommended for survey control.
 PU0633
 PU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0633.See file dsdata.pdf to determine how the superseded data were derived.
 PU0633
 PU0633_MARKER: DB = BENCH MARK DISK
 PU0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0633_STAMPING: M 355 1961
 PU0633_MARK LOGO: CGS
 PU0633_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0633+STABILITY: SURFACE MOTION
 PU0633
 PU0633  HISTORY     - Date     Condition        Report By
 PU0633  HISTORY     - 1961     MONUMENTED       CGS
 PU0633
 PU0633                          STATION DESCRIPTION
 PU0633
 PU0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0633'2 MI N FROM OWANKA.
 PU0633'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0633'OWANKA, SET IN THE NORTHEAST ANGLE OF THE CROSSROADS, 37 FEET EAST
 PU0633'OF THE CENTER OF THE NORTH-SOUTH ROAD, 36.6 FEET NORTH OF THE
 PU0633'EAST-WEST ROAD, 6 FEET NORTH OF A TELEPHONE POLE.  1 FOOT WEST OF
 PU0633'THE WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 PU0633'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1956 ***********************************************************************
 PU1956  DESIGNATION -  M 358
 PU1956  PID         -  PU1956
 PU1956  STATE/COUNTY-  SD/BUTTE
 PU1956  COUNTRY     -  US
 PU1956  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1956
 PU1956                         *CURRENT SURVEY CONTROL
 PU1956  ______________________________________________________________________
 PU1956* NAD 83(1986) POSITION- 44 45 30.     (N) 103 58 04.     (W)   SCALED
 PU1956* NAVD 88 ORTHO HEIGHT -   949.669 (meters)     3115.71  (feet) ADJUSTED
 PU1956  ______________________________________________________________________
 PU1956  GEOID HEIGHT    -        -15.275 (meters)                     GEOID18
 PU1956  DYNAMIC HEIGHT  -        949.407 (meters)     3114.85  (feet) COMP
 PU1956  MODELED GRAVITY -    980,308.7   (mgal)                       NAVD 88
 PU1956
 PU1956  VERT ORDER      -  SECOND    CLASS 0
 PU1956
 PU1956.The horizontal coordinates were scaled from a map and have
 PU1956.an estimated accuracy of +/- 6 seconds.
 PU1956
 PU1956.The orthometric height was determined by differential leveling and
 PU1956.adjusted by the NATIONAL GEODETIC SURVEY
 PU1956.in June 1991.
 PU1956
 PU1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1956.GEOID18 height accuracy estimate available here.
 PU1956
 PU1956.Click photographs - Photos may exist for this station.
 PU1956
 PU1956.The dynamic height is computed by dividing the NAVD 88
 PU1956.geopotential number by the normal gravity value computed on the
 PU1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1956.degrees latitude (g = 980.6199 gals.).
 PU1956
 PU1956.The modeled gravity was interpolated from observed gravity values.
 PU1956
 PU1956;                    North         East    Units  Estimated Accuracy
 PU1956;SPC SD N     -   110,490.      285,980.      MT  (+/- 180 meters Scaled)
 PU1956
 PU1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK816566(NAD 83)
 PU1956
 PU1956                          SUPERSEDED SURVEY CONTROL
 PU1956
 PU1956  NGVD 29 (??/??/92)  949.175  (m)         3114.09   (f) ADJ UNCH    2 0
 PU1956
 PU1956.Superseded values are not recommended for survey control.
 PU1956
 PU1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1956.See file dsdata.pdf to determine how the superseded data were derived.
 PU1956
 PU1956_MARKER: DB = BENCH MARK DISK
 PU1956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1956_SP_SET: CULVERT HEADWALL
 PU1956_STAMPING: M 358 1962
 PU1956_MARK LOGO: CGS
 PU1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1956+STABILITY: SURFACE MOTION
 PU1956
 PU1956  HISTORY     - Date     Condition        Report By
 PU1956  HISTORY     - 1962     MONUMENTED       CGS
 PU1956  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU1956  HISTORY     - 19951002 MARK NOT FOUND   NGS
 PU1956
 PU1956                          STATION DESCRIPTION
 PU1956
 PU1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1956'7.6 MI NW FROM BELLE FOURCHE.
 PU1956'7.55 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PU1956'OF U.S. HIGHWAY 85 IN BELLE FOURCHE, AT A CULVERT UNDER THE
 PU1956'HIGHWAY.  SET IN TOP AND AT THE SOUTHEAST END OF THE NORTHEAST
 PU1956'HEADWALL OF A 4 FOOT BY 8 FOOT CULVERT, 0.9 OF A FOOT NORTHWEST
 PU1956'OF THE SOUTHEAST END OF THE HEADWALL, 18 FEET NORTHEAST OF THE
 PU1956'CENTERLINE OF THE HIGHWAY, ABOUT 1.5 FEET LOWER THAN THE HIGHWAY,
 PU1956'DRILLED IN HORIZONTAL.
 PU1956
 PU1956                          STATION RECOVERY (1981)
 PU1956
 PU1956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU1956'MARK NOT FOUND.
 PU1956
 PU1956                          STATION RECOVERY (1995)
 PU1956
 PU1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1956'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8980 ***********************************************************************
 AD8980  DESIGNATION -  M 358 RESET
 AD8980  PID         -  AD8980
 AD8980  STATE/COUNTY-  SD/BUTTE
 AD8980  COUNTRY     -  US
 AD8980  USGS QUAD   -  BULL CREEK BUTTE (2017)
 AD8980
 AD8980                         *CURRENT SURVEY CONTROL
 AD8980  ______________________________________________________________________
 AD8980* NAD 83(1986) POSITION- 44 45 29.     (N) 103 58 10.     (W)   SCALED
 AD8980* NAVD 88 ORTHO HEIGHT -   948.943 (meters)     3113.32  (feet) ADJUSTED
 AD8980  ______________________________________________________________________
 AD8980  GEOID HEIGHT    -        -15.270 (meters)                     GEOID18
 AD8980  DYNAMIC HEIGHT  -        948.681 (meters)     3112.46  (feet) COMP
 AD8980  MODELED GRAVITY -    980,308.7   (mgal)                       NAVD 88
 AD8980
 AD8980  VERT ORDER      -  FIRST     CLASS II
 AD8980
 AD8980.The horizontal coordinates were scaled from a map and have
 AD8980.an estimated accuracy of +/- 6 seconds.
 AD8980
 AD8980.The orthometric height was determined by differential leveling and
 AD8980.adjusted by the NATIONAL GEODETIC SURVEY
 AD8980.in July 1998.
 AD8980
 AD8980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8980.GEOID18 height accuracy estimate available here.
 AD8980
 AD8980.Click photographs - Photos may exist for this station.
 AD8980
 AD8980.The dynamic height is computed by dividing the NAVD 88
 AD8980.geopotential number by the normal gravity value computed on the
 AD8980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8980.degrees latitude (g = 980.6199 gals.).
 AD8980
 AD8980.The modeled gravity was interpolated from observed gravity values.
 AD8980
 AD8980;                    North         East    Units  Estimated Accuracy
 AD8980;SPC SD N     -   110,460.      285,850.      MT  (+/- 180 meters Scaled)
 AD8980
 AD8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK815565(NAD 83)
 AD8980
 AD8980                          SUPERSEDED SURVEY CONTROL
 AD8980
 AD8980.No superseded survey control is available for this station.
 AD8980
 AD8980_MARKER: DV = VERTICAL CONTROL DISK
 AD8980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8980_STAMPING: M 358 RESET 1978
 AD8980_MARK LOGO: NGS
 AD8980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8980+STABILITY: SURFACE MOTION
 AD8980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8980+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 AD8980
 AD8980  HISTORY     - Date     Condition        Report By
 AD8980  HISTORY     - 1978     MONUMENTED       NGS
 AD8980  HISTORY     - 19951116 GOOD             NGS
 AD8980
 AD8980                          STATION DESCRIPTION
 AD8980
 AD8980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8980'12.5 KM (7.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8980'U.S. HIGHWAY 85 IN BELLE FOURCHE, 1132.0 M (3713.9 FT) EAST OF
 AD8980'MILEPOST 5, 33.0 M (108.3 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 AD8980'22.3 M (73.2 FT) WEST OF THE MOST NORTHWESTERLY OF 3 CULVERTS, 4.3 M
 AD8980'(14.1 FT) NORTHEAST OF THE NEAR RAIL OF THE DAKOTA MINNESOTA EASTERN
 AD8980'RAILROAD, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, 0.5 M (1.6 FT)
 AD8980'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.4 M
 AD8980'(1.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1988 ***********************************************************************
 PU1988  DESIGNATION -  M 359
 PU1988  PID         -  PU1988
 PU1988  STATE/COUNTY-  SD/BUTTE
 PU1988  COUNTRY     -  US
 PU1988  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1988
 PU1988                         *CURRENT SURVEY CONTROL
 PU1988  ______________________________________________________________________
 PU1988* NAD 83(1986) POSITION- 44 38 50.     (N) 103 53 24.     (W)   SCALED
 PU1988* NAVD 88 ORTHO HEIGHT -   952.105 (meters)     3123.70  (feet) ADJUSTED
 PU1988  ______________________________________________________________________
 PU1988  GEOID HEIGHT    -        -15.194 (meters)                     GEOID18
 PU1988  DYNAMIC HEIGHT  -        951.826 (meters)     3122.78  (feet) COMP
 PU1988  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 PU1988
 PU1988  VERT ORDER      -  SECOND    CLASS 0
 PU1988
 PU1988.The horizontal coordinates were scaled from a map and have
 PU1988.an estimated accuracy of +/- 6 seconds.
 PU1988
 PU1988.The orthometric height was determined by differential leveling and
 PU1988.adjusted by the NATIONAL GEODETIC SURVEY
 PU1988.in June 1991.
 PU1988
 PU1988.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1988.GEOID18 height accuracy estimate available here.
 PU1988
 PU1988.Click photographs - Photos may exist for this station.
 PU1988
 PU1988.The dynamic height is computed by dividing the NAVD 88
 PU1988.geopotential number by the normal gravity value computed on the
 PU1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1988.degrees latitude (g = 980.6199 gals.).
 PU1988
 PU1988.The modeled gravity was interpolated from observed gravity values.
 PU1988
 PU1988;                    North         East    Units  Estimated Accuracy
 PU1988;SPC SD N     -    97,850.      291,540.      MT  (+/- 180 meters Scaled)
 PU1988
 PU1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK880443(NAD 83)
 PU1988
 PU1988                          SUPERSEDED SURVEY CONTROL
 PU1988
 PU1988  NGVD 29 (??/??/92)  951.603  (m)         3122.05   (f) ADJ UNCH    2 0
 PU1988
 PU1988.Superseded values are not recommended for survey control.
 PU1988
 PU1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1988.See file dsdata.pdf to determine how the superseded data were derived.
 PU1988
 PU1988_MARKER: DB = BENCH MARK DISK
 PU1988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1988_SP_SET: CULVERT HEADWALL
 PU1988_STAMPING: M 359 1962
 PU1988_MARK LOGO: CGS
 PU1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1988+STABILITY: SURFACE MOTION
 PU1988
 PU1988  HISTORY     - Date     Condition        Report By
 PU1988  HISTORY     - 1962     MONUMENTED       CGS
 PU1988
 PU1988                          STATION DESCRIPTION
 PU1988
 PU1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1988'3.1 MI SW FROM BELLE FOURCHE.
 PU1988'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT BELLE
 PU1988'FOURCHE, THENCE 1.7 MILE WEST ALONG STATE HIGHWAY 34, AT A
 PU1988'CULVERT UNDER THE HIGHWAY, SET IN TOP AND AT THE WEST END OF
 PU1988'THE SOUTH HEADWALL, 22.4 FEET SOUTH OF THE CENTERLINE OF THE
 PU1988'HIGHWAY, 0.7 FEET EAST OF THE WEST END OF THE HEADWALL, ABOUT
 PU1988'0.5 OF A FOOT ABOVE THE HIGHWAY AND DRILLED IN HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0147 ***********************************************************************
 OR0147  DESIGNATION -  M 36
 OR0147  PID         -  OR0147
 OR0147  STATE/COUNTY-  SD/CHARLES MIX
 OR0147  COUNTRY     -  US
 OR0147  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0147
 OR0147                         *CURRENT SURVEY CONTROL
 OR0147  ______________________________________________________________________
 OR0147* NAD 83(1986) POSITION- 43 12 56.     (N) 098 50 20.     (W)   SCALED
 OR0147* NAVD 88 ORTHO HEIGHT -   567.338 (meters)     1861.34  (feet) ADJUSTED
 OR0147  ______________________________________________________________________
 OR0147  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 OR0147  DYNAMIC HEIGHT  -        567.151 (meters)     1860.73  (feet) COMP
 OR0147  MODELED GRAVITY -    980,272.3   (mgal)                       NAVD 88
 OR0147
 OR0147  VERT ORDER      -  FIRST     CLASS II
 OR0147
 OR0147.The horizontal coordinates were scaled from a map and have
 OR0147.an estimated accuracy of +/- 6 seconds.
 OR0147
 OR0147.The orthometric height was determined by differential leveling and
 OR0147.adjusted by the NATIONAL GEODETIC SURVEY
 OR0147.in June 1991.
 OR0147
 OR0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0147.GEOID18 height accuracy estimate available here.
 OR0147
 OR0147.Click photographs - Photos may exist for this station.
 OR0147
 OR0147.The dynamic height is computed by dividing the NAVD 88
 OR0147.geopotential number by the normal gravity value computed on the
 OR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0147.degrees latitude (g = 980.6199 gals.).
 OR0147
 OR0147.The modeled gravity was interpolated from observed gravity values.
 OR0147
 OR0147;                    North         East    Units  Estimated Accuracy
 OR0147;SPC SD S     -    99,100.      721,420.      MT  (+/- 180 meters Scaled)
 OR0147
 OR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN130847(NAD 83)
 OR0147
 OR0147                          SUPERSEDED SURVEY CONTROL
 OR0147
 OR0147  NGVD 29 (??/??/92)  567.012  (m)         1860.27   (f) ADJ UNCH    1 2
 OR0147
 OR0147.Superseded values are not recommended for survey control.
 OR0147
 OR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0147.See file dsdata.pdf to determine how the superseded data were derived.
 OR0147
 OR0147_MARKER: DB = BENCH MARK DISK
 OR0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0147_STAMPING: 1860.272 M 36 1933
 OR0147_MARK LOGO: CGS
 OR0147_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0147+STABILITY: SURFACE MOTION
 OR0147
 OR0147  HISTORY     - Date     Condition        Report By
 OR0147  HISTORY     - 1933     MONUMENTED       CGS
 OR0147  HISTORY     - 1934     GOOD             CGS
 OR0147  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0147
 OR0147                          STATION DESCRIPTION
 OR0147
 OR0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0147'11.5 MI S FROM PLATTE.
 OR0147'11.5 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM PLATTE, CHARLES MIX
 OR0147'COUNTY, AT THE TOP OF A HIGH RIDGE OVERLOOKING MULE HEAD RANCH,
 OR0147'210 FEET SOUTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL ON THE
 OR0147'EAST SIDE OF THE HIGHWAY, 35 FEET SOUTHWEST OF THE CENTER LINE
 OR0147'OF THE HIGHWAY, 8 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET
 OR0147'NORTH OF THE FENCE.  A STANDARD DISK, STAMPED 1860.272 M 36
 OR0147'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OR0147'ABOVE GROUND.
 OR0147
 OR0147                          STATION RECOVERY (1934)
 OR0147
 OR0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0147'RECOVERED IN GOOD CONDITION.
 OR0147
 OR0147                          STATION RECOVERY (2013)
 OR0147
 OR0147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1944 ***********************************************************************
 PU1944  DESIGNATION -  M 360
 PU1944  PID         -  PU1944
 PU1944  STATE/COUNTY-  SD/BUTTE
 PU1944  COUNTRY     -  US
 PU1944  USGS QUAD   -  NISLAND (2017)
 PU1944
 PU1944                         *CURRENT SURVEY CONTROL
 PU1944  ______________________________________________________________________
 PU1944* NAD 83(1986) POSITION- 44 40 20.     (N) 103 36 29.     (W)   SCALED
 PU1944* NAVD 88 ORTHO HEIGHT -   880.198 (meters)     2887.78  (feet) ADJUSTED
 PU1944  ______________________________________________________________________
 PU1944  GEOID HEIGHT    -        -15.849 (meters)                     GEOID18
 PU1944  DYNAMIC HEIGHT  -        879.962 (meters)     2887.01  (feet) COMP
 PU1944  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 PU1944
 PU1944  VERT ORDER      -  SECOND    CLASS 0
 PU1944
 PU1944.The horizontal coordinates were scaled from a map and have
 PU1944.an estimated accuracy of +/- 6 seconds.
 PU1944
 PU1944.The orthometric height was determined by differential leveling and
 PU1944.adjusted by the NATIONAL GEODETIC SURVEY
 PU1944.in June 1991.
 PU1944
 PU1944.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1944.GEOID18 height accuracy estimate available here.
 PU1944
 PU1944.Click photographs - Photos may exist for this station.
 PU1944
 PU1944.The dynamic height is computed by dividing the NAVD 88
 PU1944.geopotential number by the normal gravity value computed on the
 PU1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1944.degrees latitude (g = 980.6199 gals.).
 PU1944
 PU1944.The modeled gravity was interpolated from observed gravity values.
 PU1944
 PU1944;                    North         East    Units  Estimated Accuracy
 PU1944;SPC SD N     -    99,590.      314,010.      MT  (+/- 180 meters Scaled)
 PU1944
 PU1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK103474(NAD 83)
 PU1944
 PU1944                          SUPERSEDED SURVEY CONTROL
 PU1944
 PU1944  NGVD 29 (??/??/92)  879.714  (m)         2886.20   (f) ADJ UNCH    2 0
 PU1944
 PU1944.Superseded values are not recommended for survey control.
 PU1944
 PU1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1944.See file dsdata.pdf to determine how the superseded data were derived.
 PU1944
 PU1944_MARKER: DB = BENCH MARK DISK
 PU1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1944_STAMPING: M 360 1962
 PU1944_MARK LOGO: CGS
 PU1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1944+STABILITY: SURFACE MOTION
 PU1944
 PU1944  HISTORY     - Date     Condition        Report By
 PU1944  HISTORY     - 1962     MONUMENTED       CGS
 PU1944
 PU1944                          STATION DESCRIPTION
 PU1944
 PU1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1944'2.8 MI W FROM NISLAND.
 PU1944'2.8 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1944'FROM THE STATION AT NISLAND, ABOUT 0.2 MILE EAST OF MILE POST
 PU1944'NO. 13, AT A GRADED ROAD CROSSING, 57 FEET EAST OF THE CENTERLINE
 PU1944'OF THE CROSSING, 46.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 PU1944'8.5 FEET NORTH OF A POWER POLE, 2 FEET NORTHWEST OF A FENCE
 PU1944'LINE, 2.2 FEET NORTHEAST OF A WITNESS POST, 2.5 FEET ABOVE
 PU1944'THE TRACK, SET IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 PU1944'0.4 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1410 ***********************************************************************
 PU1410  DESIGNATION -  M 361
 PU1410  PID         -  PU1410
 PU1410  STATE/COUNTY-  SD/MEADE
 PU1410  COUNTRY     -  US
 PU1410  USGS QUAD   -  BLACKHAWK (2017)
 PU1410
 PU1410                         *CURRENT SURVEY CONTROL
 PU1410  ______________________________________________________________________
 PU1410* NAD 83(1986) POSITION- 44 12 37.     (N) 103 21 48.     (W)   SCALED
 PU1410* NAVD 88 ORTHO HEIGHT -  1070.860 (meters)     3513.31  (feet) ADJUSTED
 PU1410  ______________________________________________________________________
 PU1410  GEOID HEIGHT    -        -15.319 (meters)                     GEOID18
 PU1410  DYNAMIC HEIGHT  -       1070.489 (meters)     3512.10  (feet) COMP
 PU1410  MODELED GRAVITY -    980,235.0   (mgal)                       NAVD 88
 PU1410
 PU1410  VERT ORDER      -  FIRST     CLASS II
 PU1410
 PU1410.The horizontal coordinates were scaled from a map and have
 PU1410.an estimated accuracy of +/- 6 seconds.
 PU1410
 PU1410.The orthometric height was determined by differential leveling and
 PU1410.adjusted by the NATIONAL GEODETIC SURVEY
 PU1410.in September 1993.
 PU1410
 PU1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1410.GEOID18 height accuracy estimate available here.
 PU1410
 PU1410.Click photographs - Photos may exist for this station.
 PU1410
 PU1410.The dynamic height is computed by dividing the NAVD 88
 PU1410.geopotential number by the normal gravity value computed on the
 PU1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1410.degrees latitude (g = 980.6199 gals.).
 PU1410
 PU1410.The modeled gravity was interpolated from observed gravity values.
 PU1410
 PU1410;                    North         East    Units  Estimated Accuracy
 PU1410;SPC SD N     -    47,470.      331,260.      MT  (+/- 180 meters Scaled)
 PU1410
 PU1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ307965(NAD 83)
 PU1410
 PU1410                          SUPERSEDED SURVEY CONTROL
 PU1410
 PU1410  NAVD 88 (06/15/91) 1070.867  (m)         3513.34   (f) SUPERSEDED  1 2
 PU1410  NGVD 29 (??/??/92) 1070.355  (m)         3511.66   (f) ADJ UNCH    1 2
 PU1410
 PU1410.Superseded values are not recommended for survey control.
 PU1410
 PU1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1410.See file dsdata.pdf to determine how the superseded data were derived.
 PU1410
 PU1410_MARKER: DB = BENCH MARK DISK
 PU1410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1410_SP_SET: HEADWALL
 PU1410_STAMPING: M 361 1962
 PU1410_MARK LOGO: CGS
 PU1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1410+STABILITY: SURFACE MOTION
 PU1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1410+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2011
 PU1410
 PU1410  HISTORY     - Date     Condition        Report By
 PU1410  HISTORY     - 1962     MONUMENTED       CGS
 PU1410  HISTORY     - 19910813 GOOD             NGS
 PU1410  HISTORY     - 20110408 GOOD             INDIV
 PU1410
 PU1410                          STATION DESCRIPTION
 PU1410
 PU1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1410'11.7 MI NW FROM RAPID CITY.
 PU1410'ABOUT 11.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1410'RAILWAY FROM THE STATION AT RAPID CITY, 0.95 MILE NORTHWEST OF A
 PU1410'HIGHWAY OVERPASS, 0.5 MILE OF 17 1/2 TELEPHONE POLES NORTHWEST OF
 PU1410'MILE POST 111, 70 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 PU1410'45 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST LANE OF
 PU1410'INTERSTATE HIGHWAY 90, 5 FEET BELOW THE LEVEL OF THE RAILS, 4 1/2
 PU1410'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 PU1410'NORTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A DOUBLE
 PU1410'CHANNEL CULVERT.
 PU1410
 PU1410                          STATION RECOVERY (1991)
 PU1410
 PU1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1410'13.1 KM (8.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1410'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN TOP OF AND
 PU1410'0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 PU1410'CONCRETE HEADWALL OF A DOUBLE BOX CULVERT, 250.0 M (820.2 FT)
 PU1410'SOUTHEAST OF A HIGHWAY INFORMATION SIGN, 13.2 M (43.3 FT) NORTHEAST
 PU1410'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 1.7 M
 PU1410'(5.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU1410
 PU1410                          STATION RECOVERY (2011)
 PU1410
 PU1410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1523 ***********************************************************************
 PU1523  DESIGNATION -  M 362
 PU1523  PID         -  PU1523
 PU1523  STATE/COUNTY-  SD/PENNINGTON
 PU1523  COUNTRY     -  US
 PU1523  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1523
 PU1523                         *CURRENT SURVEY CONTROL
 PU1523  ______________________________________________________________________
 PU1523* NAD 83(1986) POSITION- 44 05 11.     (N) 103 12 47.     (W)   SCALED
 PU1523* NAVD 88 ORTHO HEIGHT -   985.868 (meters)     3234.47  (feet) ADJUSTED
 PU1523  ______________________________________________________________________
 PU1523  GEOID HEIGHT    -        -15.925 (meters)                     GEOID18
 PU1523  DYNAMIC HEIGHT  -        985.544 (meters)     3233.41  (feet) COMP
 PU1523  MODELED GRAVITY -    980,255.8   (mgal)                       NAVD 88
 PU1523
 PU1523  VERT ORDER      -  FIRST     CLASS II
 PU1523
 PU1523.The horizontal coordinates were scaled from a map and have
 PU1523.an estimated accuracy of +/- 6 seconds.
 PU1523
 PU1523.The orthometric height was determined by differential leveling and
 PU1523.adjusted by the NATIONAL GEODETIC SURVEY
 PU1523.in June 1991.
 PU1523
 PU1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1523.GEOID18 height accuracy estimate available here.
 PU1523
 PU1523.Click photographs - Photos may exist for this station.
 PU1523
 PU1523.The dynamic height is computed by dividing the NAVD 88
 PU1523.geopotential number by the normal gravity value computed on the
 PU1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1523.degrees latitude (g = 980.6199 gals.).
 PU1523
 PU1523.The modeled gravity was interpolated from observed gravity values.
 PU1523
 PU1523;                    North         East    Units  Estimated Accuracy
 PU1523;SPC SD S     -   198,750.      369,420.      MT  (+/- 180 meters Scaled)
 PU1523
 PU1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ430830(NAD 83)
 PU1523
 PU1523                          SUPERSEDED SURVEY CONTROL
 PU1523
 PU1523  NGVD 29 (??/??/92)  985.397  (m)         3232.92   (f) ADJ UNCH    1 2
 PU1523
 PU1523.Superseded values are not recommended for survey control.
 PU1523
 PU1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1523.See file dsdata.pdf to determine how the superseded data were derived.
 PU1523
 PU1523_MARKER: DB = BENCH MARK DISK
 PU1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1523_SP_SET: UNDERPASS
 PU1523_STAMPING: M 362 1962
 PU1523_MARK LOGO: CGS
 PU1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1523+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2010
 PU1523
 PU1523  HISTORY     - Date     Condition        Report By
 PU1523  HISTORY     - 1962     MONUMENTED       CGS
 PU1523  HISTORY     - 19971223 GOOD             USPSQD
 PU1523  HISTORY     - 20101230 GOOD             INDIV
 PU1523
 PU1523                          STATION DESCRIPTION
 PU1523
 PU1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1523'1.2 MI NE FROM RAPID CITY.
 PU1523'ABOUT 1.15 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1523'RAILWAY FROM THE STATION AT RAPID CITY, AT THE TOP AND NORTHEAST
 PU1523'END OF THE EAST BOULEVARD UNDERPASS, 8 FEET SOUTHEAST OF THE
 PU1523'SOUTHEAST RAIL, 1 1/2 FEET EAST OF THE NORTHEAST END OF THE
 PU1523'SOUTHEAST STEEL GIRDER, ABOUT 5 INCHES BELOW THE TOP OF THE
 PU1523'RAILS, AND SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 PU1523'CONCRETE ABUTMENT.
 PU1523
 PU1523                          STATION RECOVERY (1997)
 PU1523
 PU1523'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1523'RECOVERED IN GOOD CONDITION.
 PU1523
 PU1523                          STATION RECOVERY (2010)
 PU1523
 PU1523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 PU1523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0262 ***********************************************************************
 OT0262  DESIGNATION -  M 363
 OT0262  PID         -  OT0262
 OT0262  STATE/COUNTY-  SD/PENNINGTON
 OT0262  COUNTRY     -  US
 OT0262  USGS QUAD   -  CAPUTA NE (2017)
 OT0262
 OT0262                         *CURRENT SURVEY CONTROL
 OT0262  ______________________________________________________________________
 OT0262* NAD 83(1986) POSITION- 43 56 38.     (N) 102 51 16.     (W)   SCALED
 OT0262* NAVD 88 ORTHO HEIGHT -   831.920 (meters)     2729.39  (feet) ADJUSTED
 OT0262  ______________________________________________________________________
 OT0262  GEOID HEIGHT    -        -17.362 (meters)                     GEOID18
 OT0262  DYNAMIC HEIGHT  -        831.649 (meters)     2728.50  (feet) COMP
 OT0262  MODELED GRAVITY -    980,265.5   (mgal)                       NAVD 88
 OT0262
 OT0262  VERT ORDER      -  FIRST     CLASS II
 OT0262
 OT0262.The horizontal coordinates were scaled from a map and have
 OT0262.an estimated accuracy of +/- 6 seconds.
 OT0262
 OT0262.The orthometric height was determined by differential leveling and
 OT0262.adjusted by the NATIONAL GEODETIC SURVEY
 OT0262.in June 1991.
 OT0262
 OT0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0262.GEOID18 height accuracy estimate available here.
 OT0262
 OT0262.Click photographs - Photos may exist for this station.
 OT0262
 OT0262.The dynamic height is computed by dividing the NAVD 88
 OT0262.geopotential number by the normal gravity value computed on the
 OT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0262.degrees latitude (g = 980.6199 gals.).
 OT0262
 OT0262.The modeled gravity was interpolated from observed gravity values.
 OT0262
 OT0262;                    North         East    Units  Estimated Accuracy
 OT0262;SPC SD S     -   181,990.      397,650.      MT  (+/- 180 meters Scaled)
 OT0262
 OT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ721678(NAD 83)
 OT0262
 OT0262                          SUPERSEDED SURVEY CONTROL
 OT0262
 OT0262  NGVD 29 (??/??/92)  831.465  (m)         2727.90   (f) ADJ UNCH    1 2
 OT0262
 OT0262.Superseded values are not recommended for survey control.
 OT0262
 OT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0262.See file dsdata.pdf to determine how the superseded data were derived.
 OT0262
 OT0262_MARKER: DB = BENCH MARK DISK
 OT0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0262_STAMPING: M 363 1962
 OT0262_MARK LOGO: CGS
 OT0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0262+STABILITY: SURFACE MOTION
 OT0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0262+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2011
 OT0262
 OT0262  HISTORY     - Date     Condition        Report By
 OT0262  HISTORY     - 1962     MONUMENTED       CGS
 OT0262  HISTORY     - 20110513 GOOD             INDIV
 OT0262
 OT0262                          STATION DESCRIPTION
 OT0262
 OT0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0262'21.5 MI SE FROM RAPID CITY.
 OT0262'ABOUT 21.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0262'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0262'STATION AT RAPID CITY, 93 1/2 FEET SOUTHWEST OF THE CENTER OF A
 OT0262'ROAD CROSSING, 10 FEET WEST OF THE 2ND TELEPHONE POLE EAST OF
 OT0262'MILE POST 639, IN SECTION 19, T 1 S, R 11 E, 108 FEET WEST
 OT0262'OF THE CENTER LINE OF A GRAVELED ROAD, 75 FEET WEST OF A FENCE
 OT0262'CORNER, 38 1/2 FEET SOUTH OF SOUTH RAIL, IN LINE WITH A ROW OF
 OT0262'TELEPHONE POLES, 8 1/2 FEET NORTH OF A FENCE, 2.0 FEET SOUTH OF
 OT0262'A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE
 OT0262'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0262
 OT0262                          STATION RECOVERY (2011)
 OT0262
 OT0262'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 OT0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0025 ***********************************************************************
 OT0025  DESIGNATION -  M 364
 OT0025  PID         -  OT0025
 OT0025  STATE/COUNTY-  SD/PENNINGTON
 OT0025  COUNTRY     -  US
 OT0025  USGS QUAD   -  IMLAY (2017)
 OT0025
 OT0025                         *CURRENT SURVEY CONTROL
 OT0025  ______________________________________________________________________
 OT0025* NAD 83(1986) POSITION- 43 42 50.     (N) 102 22 41.     (W)   SCALED
 OT0025* NAVD 88 ORTHO HEIGHT -   800.708 (meters)     2626.99  (feet) ADJUSTED
 OT0025  ______________________________________________________________________
 OT0025  GEOID HEIGHT    -        -18.693 (meters)                     GEOID18
 OT0025  DYNAMIC HEIGHT  -        800.445 (meters)     2626.13  (feet) COMP
 OT0025  MODELED GRAVITY -    980,263.0   (mgal)                       NAVD 88
 OT0025
 OT0025  VERT ORDER      -  FIRST     CLASS II
 OT0025
 OT0025.The horizontal coordinates were scaled from a map and have
 OT0025.an estimated accuracy of +/- 6 seconds.
 OT0025
 OT0025.The orthometric height was determined by differential leveling and
 OT0025.adjusted by the NATIONAL GEODETIC SURVEY
 OT0025.in June 1991.
 OT0025
 OT0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0025.GEOID18 height accuracy estimate available here.
 OT0025
 OT0025.Click photographs - Photos may exist for this station.
 OT0025
 OT0025.The dynamic height is computed by dividing the NAVD 88
 OT0025.geopotential number by the normal gravity value computed on the
 OT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0025.degrees latitude (g = 980.6199 gals.).
 OT0025
 OT0025.The modeled gravity was interpolated from observed gravity values.
 OT0025
 OT0025;                    North         East    Units  Estimated Accuracy
 OT0025;SPC SD S     -   155,400.      435,250.      MT  (+/- 180 meters Scaled)
 OT0025
 OT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ112434(NAD 83)
 OT0025
 OT0025                          SUPERSEDED SURVEY CONTROL
 OT0025
 OT0025  NGVD 29 (??/??/92)  800.243  (m)         2625.46   (f) ADJ UNCH    1 2
 OT0025
 OT0025.Superseded values are not recommended for survey control.
 OT0025
 OT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0025.See file dsdata.pdf to determine how the superseded data were derived.
 OT0025
 OT0025_MARKER: DB = BENCH MARK DISK
 OT0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0025_STAMPING: M 364 1962
 OT0025_MARK LOGO: CGS
 OT0025_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0025+STABILITY: SURFACE MOTION
 OT0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0025+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0025
 OT0025  HISTORY     - Date     Condition        Report By
 OT0025  HISTORY     - 1962     MONUMENTED       CGS
 OT0025  HISTORY     - 1985     GOOD             NGS
 OT0025  HISTORY     - 20120724 GOOD             INDIV
 OT0025
 OT0025                          STATION DESCRIPTION
 OT0025
 OT0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0025'10.2 MI SE FROM SCENIC.
 OT0025'ABOUT 10.25 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0025'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0025'SECTION 12, T 4 S, R 43 W, 2 1/2 TELEPHONE POLES WEST OF WEST END
 OT0025'OF DEEP CUT, 96 YARDS NORTHEAST OF THE CENTER LINE OF STATE
 OT0025'HIGHWAY 40, 52 FEET EAST OF THE 2ND POLE EAST OF MILE POST 608,
 OT0025'40 FEET SOUTH OF SOUTH RAIL, 2.6 FEET NORTH OF A METAL WITNESS
 OT0025'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 OT0025'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 OT0025
 OT0025                          STATION RECOVERY (1985)
 OT0025
 OT0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0025'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0025'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0025'THENCE 17.45 KM (10.9 MI) SOUTHEAST ALONG STATE HIGHWAY 44, ON A SMALL
 OT0025'FLAT BETWEEN TWO FILLS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0025'PACIFIC RAILROAD, 92.5 METERS (303.5 FT) NORTH OF THE HIGHWAY
 OT0025'CENTERLINE, 12.2 METERS (40 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND
 OT0025'1.2 METERS (4 FT) BELOW THE TRACKS.
 OT0025'THE MARK IS 0.7 METERS  NE FROM  A WITNESS POST
 OT0025'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0025
 OT0025                          STATION RECOVERY (2012)
 OT0025
 OT0025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0458 ***********************************************************************
 OS0458  DESIGNATION -  M 365
 OS0458  PID         -  OS0458
 OS0458  STATE/COUNTY-  SD/JACKSON
 OS0458  COUNTRY     -  US
 OS0458  USGS QUAD   -  WETA (2017)
 OS0458
 OS0458                         *CURRENT SURVEY CONTROL
 OS0458  ______________________________________________________________________
 OS0458* NAD 83(1986) POSITION- 43 46 29.     (N) 101 42 37.     (W)   SCALED
 OS0458* NAVD 88 ORTHO HEIGHT -   700.646 (meters)     2298.70  (feet) ADJUSTED
 OS0458  ______________________________________________________________________
 OS0458  GEOID HEIGHT    -        -20.822 (meters)                     GEOID18
 OS0458  DYNAMIC HEIGHT  -        700.425 (meters)     2297.98  (feet) COMP
 OS0458  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 OS0458
 OS0458  VERT ORDER      -  FIRST     CLASS II
 OS0458
 OS0458.The horizontal coordinates were scaled from a map and have
 OS0458.an estimated accuracy of +/- 6 seconds.
 OS0458
 OS0458.The orthometric height was determined by differential leveling and
 OS0458.adjusted by the NATIONAL GEODETIC SURVEY
 OS0458.in June 1991.
 OS0458
 OS0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0458.GEOID18 height accuracy estimate available here.
 OS0458
 OS0458.Click photographs - Photos may exist for this station.
 OS0458
 OS0458.The dynamic height is computed by dividing the NAVD 88
 OS0458.geopotential number by the normal gravity value computed on the
 OS0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0458.degrees latitude (g = 980.6199 gals.).
 OS0458
 OS0458.The modeled gravity was interpolated from observed gravity values.
 OS0458
 OS0458;                    North         East    Units  Estimated Accuracy
 OS0458;SPC SD S     -   161,050.      489,160.      MT  (+/- 180 meters Scaled)
 OS0458
 OS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP818504(NAD 83)
 OS0458
 OS0458                          SUPERSEDED SURVEY CONTROL
 OS0458
 OS0458  NGVD 29 (??/??/92)  700.199  (m)         2297.24   (f) ADJ UNCH    1 2
 OS0458
 OS0458.Superseded values are not recommended for survey control.
 OS0458
 OS0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0458.See file dsdata.pdf to determine how the superseded data were derived.
 OS0458
 OS0458_MARKER: DB = BENCH MARK DISK
 OS0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0458_STAMPING: M 365 1962
 OS0458_MARK LOGO: CGS
 OS0458_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0458_ROD/PIPE-DEPTH: 4.9 meters
 OS0458
 OS0458  HISTORY     - Date     Condition        Report By
 OS0458  HISTORY     - 1962     MONUMENTED       CGS
 OS0458
 OS0458                          STATION DESCRIPTION
 OS0458
 OS0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0458'11.4 MI SW FROM KADOKA.
 OS0458'ABOUT 11.45 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0458'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION
 OS0458'22, T 3 S, R 20 E, ABOUT 0.4 MILE SOUTHEAST OF AND ACROSS THE
 OS0458'TRACK FROM WETA SCHOOLHOUSE, 135 FEET WEST-SOUTHWEST OF THE
 OS0458'SOUTHWEST CORNER OF A TRESTLE, 43 1/2 FEET SOUTH OF SOUTH RAIL,
 OS0458'25 FEET EAST-SOUTHEAST OF THE 5TH TELEPHONE POLE WEST OF MILE
 OS0458'POST 573, 1 FOOT NORTH OF A FENCE, 1.0 FEET SOUTH OF A METAL
 OS0458'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND ON THE TOP OF A
 OS0458'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET
 OS0458'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0072 ***********************************************************************
 OT0072  DESIGNATION -  M 366
 OT0072  PID         -  OT0072
 OT0072  STATE/COUNTY-  SD/PENNINGTON
 OT0072  COUNTRY     -  US
 OT0072  USGS QUAD   -  WALL SW (2017)
 OT0072
 OT0072                         *CURRENT SURVEY CONTROL
 OT0072  ______________________________________________________________________
 OT0072* NAD 83(1986) POSITION- 43 48 37.     (N) 102 08 45.     (W)   SCALED
 OT0072* NAVD 88 ORTHO HEIGHT -   846.630 (meters)     2777.65  (feet) ADJUSTED
 OT0072  ______________________________________________________________________
 OT0072  GEOID HEIGHT    -        -19.362 (meters)                     GEOID18
 OT0072  DYNAMIC HEIGHT  -        846.353 (meters)     2776.74  (feet) COMP
 OT0072  MODELED GRAVITY -    980,264.0   (mgal)                       NAVD 88
 OT0072
 OT0072  VERT ORDER      -  SECOND    CLASS 0
 OT0072
 OT0072.The horizontal coordinates were scaled from a map and have
 OT0072.an estimated accuracy of +/- 6 seconds.
 OT0072
 OT0072.The orthometric height was determined by differential leveling and
 OT0072.adjusted by the NATIONAL GEODETIC SURVEY
 OT0072.in June 1991.
 OT0072
 OT0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0072.GEOID18 height accuracy estimate available here.
 OT0072
 OT0072.Click photographs - Photos may exist for this station.
 OT0072
 OT0072.The dynamic height is computed by dividing the NAVD 88
 OT0072.geopotential number by the normal gravity value computed on the
 OT0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0072.degrees latitude (g = 980.6199 gals.).
 OT0072
 OT0072.The modeled gravity was interpolated from observed gravity values.
 OT0072
 OT0072;                    North         East    Units  Estimated Accuracy
 OT0072;SPC SD S     -   165,670.      454,190.      MT  (+/- 180 meters Scaled)
 OT0072
 OT0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ295547(NAD 83)
 OT0072
 OT0072                          SUPERSEDED SURVEY CONTROL
 OT0072
 OT0072  NGVD 29 (??/??/92)  846.164  (m)         2776.12   (f) ADJ UNCH    2 0
 OT0072
 OT0072.Superseded values are not recommended for survey control.
 OT0072
 OT0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0072.See file dsdata.pdf to determine how the superseded data were derived.
 OT0072
 OT0072_MARKER: DB = BENCH MARK DISK
 OT0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0072_STAMPING: M 366 1962
 OT0072_MARK LOGO: CGS
 OT0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0072+STABILITY: SURFACE MOTION
 OT0072
 OT0072  HISTORY     - Date     Condition        Report By
 OT0072  HISTORY     - 1962     MONUMENTED       CGS
 OT0072
 OT0072                          STATION DESCRIPTION
 OT0072
 OT0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0072'16.8 MI SE FROM WALL.
 OT0072'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0072'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0072'THENCE 16.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, OR 2.8
 OT0072'MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OT0072'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 4.7 MILES
 OT0072'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 5.90 MILES NORTHWEST
 OT0072'ALONG U.S. HIGHWAY 16A, 0.1 MILE WEST-NORTHWEST OF A CURVE ON
 OT0072'A SLIGHT HILL, 0.65 MILE NORTHWEST OF AN ASPHALT PARKING AREA,
 OT0072'142 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 1/2
 OT0072'FEET ABOVE THE HIGHWAY, 2 1/2 FEET SOUTH OF A FENCE, 1.7 FEET
 OT0072'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 OT0072'POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0399 ***********************************************************************
 PU0399  DESIGNATION -  M 367
 PU0399  PID         -  PU0399
 PU0399  STATE/COUNTY-  SD/PENNINGTON
 PU0399  COUNTRY     -  US
 PU0399  USGS QUAD   -  LAKE HILL (2017)
 PU0399
 PU0399                         *CURRENT SURVEY CONTROL
 PU0399  ______________________________________________________________________
 PU0399* NAD 83(1986) POSITION- 44 04 53.     (N) 102 12 29.     (W)   SCALED
 PU0399* NAVD 88 ORTHO HEIGHT -   869.145 (meters)     2851.52  (feet) ADJUSTED
 PU0399  ______________________________________________________________________
 PU0399  GEOID HEIGHT    -        -19.117 (meters)                     GEOID18
 PU0399  DYNAMIC HEIGHT  -        868.885 (meters)     2850.67  (feet) COMP
 PU0399  MODELED GRAVITY -    980,290.6   (mgal)                       NAVD 88
 PU0399
 PU0399  VERT ORDER      -  SECOND    CLASS 0
 PU0399
 PU0399.The horizontal coordinates were scaled from a map and have
 PU0399.an estimated accuracy of +/- 6 seconds.
 PU0399
 PU0399.The orthometric height was determined by differential leveling and
 PU0399.adjusted by the NATIONAL GEODETIC SURVEY
 PU0399.in June 1991.
 PU0399
 PU0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0399.GEOID18 height accuracy estimate available here.
 PU0399
 PU0399.Click photographs - Photos may exist for this station.
 PU0399
 PU0399.The dynamic height is computed by dividing the NAVD 88
 PU0399.geopotential number by the normal gravity value computed on the
 PU0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0399.degrees latitude (g = 980.6199 gals.).
 PU0399
 PU0399.The modeled gravity was interpolated from observed gravity values.
 PU0399
 PU0399;                    North         East    Units  Estimated Accuracy
 PU0399;SPC SD S     -   195,890.      449,860.      MT  (+/- 180 meters Scaled)
 PU0399
 PU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ235847(NAD 83)
 PU0399
 PU0399                          SUPERSEDED SURVEY CONTROL
 PU0399
 PU0399  NGVD 29 (??/??/92)  868.684  (m)         2850.01   (f) ADJ UNCH    2 0
 PU0399
 PU0399.Superseded values are not recommended for survey control.
 PU0399
 PU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0399.See file dsdata.pdf to determine how the superseded data were derived.
 PU0399
 PU0399_MARKER: DB = BENCH MARK DISK
 PU0399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0399_STAMPING: M 367 1962
 PU0399_MARK LOGO: CGS
 PU0399_PROJECTION: PROJECTING 113 CENTIMETERS
 PU0399_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0399
 PU0399  HISTORY     - Date     Condition        Report By
 PU0399  HISTORY     - 1962     MONUMENTED       CGS
 PU0399
 PU0399                          STATION DESCRIPTION
 PU0399
 PU0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0399'7.5 MI NE FROM WALL.
 PU0399'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0399'AT WALL, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, 46 FEET
 PU0399'NORTHWEST OF A ROAD INTERSECTION, 34 FEET WEST OF THE CENTER
 PU0399'LINE OF A DIRT ROAD, 34 FEET NORTH OF THE CENTER LINE OF A DIRT
 PU0399'ROAD, 90 FEET WEST OF AND ACROSS THE ROAD FROM A POWER POLE, 64
 PU0399'FEET NORTH OF AND ACROSS THE ROAD FROM A POWER POLE, AND SET IN
 PU0399'THE TOP OF A LARGE SQUARE CONCRETE CORNER FENCE POST PROJECTING
 PU0399'3.7 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1719 ***********************************************************************
 PU1719  DESIGNATION -  M 368
 PU1719  PID         -  PU1719
 PU1719  STATE/COUNTY-  SD/LAWRENCE
 PU1719  COUNTRY     -  US
 PU1719  USGS QUAD   -  SAINT ONGE (2017)
 PU1719
 PU1719                         *CURRENT SURVEY CONTROL
 PU1719  ______________________________________________________________________
 PU1719* NAD 83(1986) POSITION- 44 31 42.     (N) 103 42 05.     (W)   SCALED
 PU1719* NAVD 88 ORTHO HEIGHT -  1060.684 (meters)     3479.93  (feet) ADJUSTED
 PU1719  ______________________________________________________________________
 PU1719  GEOID HEIGHT    -        -15.116 (meters)                     GEOID18
 PU1719  DYNAMIC HEIGHT  -       1060.354 (meters)     3478.84  (feet) COMP
 PU1719  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 PU1719
 PU1719  VERT ORDER      -  FIRST     CLASS II
 PU1719
 PU1719.The horizontal coordinates were scaled from a map and have
 PU1719.an estimated accuracy of +/- 6 seconds.
 PU1719
 PU1719.The orthometric height was determined by differential leveling and
 PU1719.adjusted by the NATIONAL GEODETIC SURVEY
 PU1719.in June 1991.
 PU1719
 PU1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1719.GEOID18 height accuracy estimate available here.
 PU1719
 PU1719.Click photographs - Photos may exist for this station.
 PU1719
 PU1719.The dynamic height is computed by dividing the NAVD 88
 PU1719.geopotential number by the normal gravity value computed on the
 PU1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1719.degrees latitude (g = 980.6199 gals.).
 PU1719
 PU1719.The modeled gravity was interpolated from observed gravity values.
 PU1719
 PU1719;                    North         East    Units  Estimated Accuracy
 PU1719;SPC SD N     -    83,960.      305,880.      MT  (+/- 180 meters Scaled)
 PU1719
 PU1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK031313(NAD 83)
 PU1719
 PU1719                          SUPERSEDED SURVEY CONTROL
 PU1719
 PU1719  NGVD 29 (??/??/92) 1060.167  (m)         3478.23   (f) ADJ UNCH    1 2
 PU1719
 PU1719.Superseded values are not recommended for survey control.
 PU1719
 PU1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1719.See file dsdata.pdf to determine how the superseded data were derived.
 PU1719
 PU1719_MARKER: DB = BENCH MARK DISK
 PU1719_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1719_SP_SET: CULVERT HEADWALL
 PU1719_STAMPING: M 368 1962
 PU1719_MARK LOGO: CGS
 PU1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1719+STABILITY: SURFACE MOTION
 PU1719
 PU1719  HISTORY     - Date     Condition        Report By
 PU1719  HISTORY     - 1962     MONUMENTED       CGS
 PU1719
 PU1719                          STATION DESCRIPTION
 PU1719
 PU1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1719'1.8 MI SE FROM ST ONGE.
 PU1719'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1719'RAILWAY FROM THE POST OFFICE AT ST. ONGE, IN SECTION 36, T 7 N,
 PU1719'R 3 E, 3 1/2 POLES SOUTHEAST OF MILE POST 141, 160 FEET SOUTHWEST
 PU1719'OF THE SOUTHWEST RAIL, 30 FEET NORTHEAST OF THE CENTER LINE
 PU1719'OF THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU1719'OF THE CENTER OF THE NORTHEAST HEADWALL OF A LARGE CONCRETE
 PU1719'BOX CULVERT PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1822 ***********************************************************************
 PU1822  DESIGNATION -  M 369
 PU1822  PID         -  PU1822
 PU1822  STATE/COUNTY-  SD/BUTTE
 PU1822  COUNTRY     -  US
 PU1822  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1822
 PU1822                         *CURRENT SURVEY CONTROL
 PU1822  ______________________________________________________________________
 PU1822* NAD 83(1986) POSITION- 44 52 56.     (N) 103 52 42.     (W)   SCALED
 PU1822* NAVD 88 ORTHO HEIGHT -   969.872 (meters)     3181.99  (feet) ADJUSTED
 PU1822  ______________________________________________________________________
 PU1822  GEOID HEIGHT    -        -15.697 (meters)                     GEOID18
 PU1822  DYNAMIC HEIGHT  -        969.617 (meters)     3181.15  (feet) COMP
 PU1822  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 PU1822
 PU1822  VERT ORDER      -  SECOND    CLASS 0
 PU1822
 PU1822.The horizontal coordinates were scaled from a map and have
 PU1822.an estimated accuracy of +/- 6 seconds.
 PU1822
 PU1822.The orthometric height was determined by differential leveling and
 PU1822.adjusted by the NATIONAL GEODETIC SURVEY
 PU1822.in June 1991.
 PU1822
 PU1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1822.GEOID18 height accuracy estimate available here.
 PU1822
 PU1822.Click photographs - Photos may exist for this station.
 PU1822
 PU1822.The dynamic height is computed by dividing the NAVD 88
 PU1822.geopotential number by the normal gravity value computed on the
 PU1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1822.degrees latitude (g = 980.6199 gals.).
 PU1822
 PU1822.The modeled gravity was interpolated from observed gravity values.
 PU1822
 PU1822;                    North         East    Units  Estimated Accuracy
 PU1822;SPC SD N     -   123,890.      293,710.      MT  (+/- 180 meters Scaled)
 PU1822
 PU1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK885704(NAD 83)
 PU1822
 PU1822                          SUPERSEDED SURVEY CONTROL
 PU1822
 PU1822  NGVD 29 (??/??/92)  969.389  (m)         3180.40   (f) ADJ UNCH    2 0
 PU1822
 PU1822.Superseded values are not recommended for survey control.
 PU1822
 PU1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1822.See file dsdata.pdf to determine how the superseded data were derived.
 PU1822
 PU1822_MARKER: DB = BENCH MARK DISK
 PU1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1822_STAMPING: M 369 1962
 PU1822_MARK LOGO: CGS
 PU1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1822+STABILITY: SURFACE MOTION
 PU1822
 PU1822  HISTORY     - Date     Condition        Report By
 PU1822  HISTORY     - 1962     MONUMENTED       CGS
 PU1822
 PU1822                          STATION DESCRIPTION
 PU1822
 PU1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1822'15.8 MI NW FROM BELLE FOURCHE.
 PU1822'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1822'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1822'4.15 MILES NORTHWEST ALONG A GRAVELED ROAD, 58 FEET SOUTHWEST
 PU1822'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A FENCE,
 PU1822'1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1822'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1822'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0220 ***********************************************************************
 OS0220  DESIGNATION -  M 37
 OS0220  PID         -  OS0220
 OS0220  STATE/COUNTY-  SD/MELLETTE
 OS0220  COUNTRY     -  US
 OS0220  USGS QUAD   -  WESTOVER (2017)
 OS0220
 OS0220                         *CURRENT SURVEY CONTROL
 OS0220  ______________________________________________________________________
 OS0220* NAD 83(1986) POSITION- 43 44 30.     (N) 100 39 51.     (W)   SCALED
 OS0220* NAVD 88 ORTHO HEIGHT -   541.733 (meters)     1777.34  (feet) ADJUSTED
 OS0220  ______________________________________________________________________
 OS0220  GEOID HEIGHT    -        -24.333 (meters)                     GEOID18
 OS0220  DYNAMIC HEIGHT  -        541.556 (meters)     1776.76  (feet) COMP
 OS0220  MODELED GRAVITY -    980,275.7   (mgal)                       NAVD 88
 OS0220
 OS0220  VERT ORDER      -  FIRST     CLASS II
 OS0220
 OS0220.The horizontal coordinates were scaled from a map and have
 OS0220.an estimated accuracy of +/- 6 seconds.
 OS0220
 OS0220.The orthometric height was determined by differential leveling and
 OS0220.adjusted by the NATIONAL GEODETIC SURVEY
 OS0220.in June 1994.
 OS0220
 OS0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0220.GEOID18 height accuracy estimate available here.
 OS0220
 OS0220.Click photographs - Photos may exist for this station.
 OS0220
 OS0220.The dynamic height is computed by dividing the NAVD 88
 OS0220.geopotential number by the normal gravity value computed on the
 OS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0220.degrees latitude (g = 980.6199 gals.).
 OS0220
 OS0220.The modeled gravity was interpolated from observed gravity values.
 OS0220
 OS0220;                    North         East    Units  Estimated Accuracy
 OS0220;SPC SD S     -   156,510.      573,350.      MT  (+/- 180 meters Scaled)
 OS0220
 OS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP659445(NAD 83)
 OS0220
 OS0220                          SUPERSEDED SURVEY CONTROL
 OS0220
 OS0220  NAVD 88 (06/15/91)  541.739  (m)         1777.36   (f) SUPERSEDED  1 2
 OS0220  NGVD 29 (??/??/92)  541.304  (m)         1775.93   (f) ADJ UNCH    1 2
 OS0220
 OS0220.Superseded values are not recommended for survey control.
 OS0220
 OS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0220.See file dsdata.pdf to determine how the superseded data were derived.
 OS0220
 OS0220_MARKER: DB = BENCH MARK DISK
 OS0220_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OS0220_SP_SET: ABUTMENT
 OS0220_STAMPING: M 37 1933
 OS0220_MARK LOGO: CGS
 OS0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0220+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0220
 OS0220  HISTORY     - Date     Condition        Report By
 OS0220  HISTORY     - 1933     MONUMENTED       CGS
 OS0220  HISTORY     - 1948     GOOD             CGS
 OS0220  HISTORY     - 19920721 GOOD             NGS
 OS0220
 OS0220                          STATION DESCRIPTION
 OS0220
 OS0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OS0220'11 MI S FROM MURDO.
 OS0220'IN MELLETTE COUNTY, 11 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM
 OS0220'MURDO, JONES COUNTY, 0.5 MILE SOUTH OF THE WESTOVER SCHOOL, AT
 OS0220'THE BRIDGE OVER WHITE RIVER, 1 YARD EAST OF THE EAST TRUSS, IN
 OS0220'THE TOP OF THE BRIDGE EAST OF THE SOUTH ABUTMENT, AND 2 FEET
 OS0220'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED M 37 1933.
 OS0220
 OS0220                          STATION RECOVERY (1992)
 OS0220
 OS0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0220'12.6 KM (7.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0220'OF INTERSTATE HIGHWAY 90 (EXIT 192) IN MURDO, THENCE 3.4 KM (2.10 MI)
 OS0220'SOUTHEASTERLY ALONG COUNTY ROAD S7, THENCE 0.5 KM (0.30 MI) SOUTHERLY
 OS0220'ALONG COUNTY ROAD S6, THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY ALONG A
 OS0220'ROAD (ABANDONED), IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE
 OS0220'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE (BRIDGE
 OS0220'REMOVED) SPANNING WHITE RIVER, 3.9 M (12.8 FT) NORTH OF A UTILITY
 OS0220'POLE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0246 ***********************************************************************
 OS0246  DESIGNATION -  M 370
 OS0246  PID         -  OS0246
 OS0246  STATE/COUNTY-  SD/JACKSON
 OS0246  COUNTRY     -  US
 OS0246  USGS QUAD   -  STAMFORD (2017)
 OS0246
 OS0246                         *CURRENT SURVEY CONTROL
 OS0246  ______________________________________________________________________
 OS0246* NAD 83(1986) POSITION- 43 53 10.     (N) 101 06 13.     (W)   SCALED
 OS0246* NAVD 88 ORTHO HEIGHT -   723.298 (meters)     2373.02  (feet) ADJUSTED
 OS0246  ______________________________________________________________________
 OS0246  GEOID HEIGHT    -        -23.100 (meters)                     GEOID18
 OS0246  DYNAMIC HEIGHT  -        723.059 (meters)     2372.24  (feet) COMP
 OS0246  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OS0246
 OS0246  VERT ORDER      -  FIRST     CLASS II
 OS0246
 OS0246.The horizontal coordinates were scaled from a map and have
 OS0246.an estimated accuracy of +/- 6 seconds.
 OS0246
 OS0246.The orthometric height was determined by differential leveling and
 OS0246.adjusted by the NATIONAL GEODETIC SURVEY
 OS0246.in June 1991.
 OS0246
 OS0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0246.GEOID18 height accuracy estimate available here.
 OS0246
 OS0246.Click photographs - Photos may exist for this station.
 OS0246
 OS0246.The dynamic height is computed by dividing the NAVD 88
 OS0246.geopotential number by the normal gravity value computed on the
 OS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0246.degrees latitude (g = 980.6199 gals.).
 OS0246
 OS0246.The modeled gravity was interpolated from observed gravity values.
 OS0246
 OS0246;                    North         East    Units  Estimated Accuracy
 OS0246;SPC SD S     -   172,790.      538,110.      MT  (+/- 180 meters Scaled)
 OS0246
 OS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP310613(NAD 83)
 OS0246
 OS0246                          SUPERSEDED SURVEY CONTROL
 OS0246
 OS0246  NGVD 29 (??/??/92)  722.817  (m)         2371.44   (f) ADJ UNCH    1 2
 OS0246
 OS0246.Superseded values are not recommended for survey control.
 OS0246
 OS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0246.See file dsdata.pdf to determine how the superseded data were derived.
 OS0246
 OS0246_MARKER: DB = BENCH MARK DISK
 OS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0246_STAMPING: M 370 1962
 OS0246_MARK LOGO: CGS
 OS0246_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0246+STABILITY: SURFACE MOTION
 OS0246
 OS0246  HISTORY     - Date     Condition        Report By
 OS0246  HISTORY     - 1962     MONUMENTED       CGS
 OS0246
 OS0246                          STATION DESCRIPTION
 OS0246
 OS0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0246'10.1 MI E FROM BELVIDERE.
 OS0246'ABOUT 10.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0246'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, OR 11.8
 OS0246'MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OS0246'RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN SECTION 11,
 OS0246'T 2 S, R 25 E, 11 POLES NORTH OF MILE POST 539, 7 1/2 RAILS
 OS0246'SOUTH OF A PRIVATE CROSSING, 46 FEET EAST OF EAST RAIL, 7 1/2
 OS0246'FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE, 1.1
 OS0246'MILE SOUTH OF ABANDONED RAILROAD STATION AT STANFORD, 1.9 FEET
 OS0246'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 OS0246'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0521 ***********************************************************************
 PT0521  DESIGNATION -  M 371
 PT0521  PID         -  PT0521
 PT0521  STATE/COUNTY-  SD/HAAKON
 PT0521  COUNTRY     -  US
 PT0521  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0521
 PT0521                         *CURRENT SURVEY CONTROL
 PT0521  ______________________________________________________________________
 PT0521* NAD 83(1986) POSITION- 44 11 47.     (N) 101 37 38.     (W)   SCALED
 PT0521* NAVD 88 ORTHO HEIGHT -   724.847 (meters)     2378.10  (feet) ADJUSTED
 PT0521  ______________________________________________________________________
 PT0521  GEOID HEIGHT    -        -21.173 (meters)                     GEOID18
 PT0521  DYNAMIC HEIGHT  -        724.643 (meters)     2377.43  (feet) COMP
 PT0521  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 PT0521
 PT0521  VERT ORDER      -  FIRST     CLASS II
 PT0521
 PT0521.The horizontal coordinates were scaled from a map and have
 PT0521.an estimated accuracy of +/- 6 seconds.
 PT0521
 PT0521.The orthometric height was determined by differential leveling and
 PT0521.adjusted by the NATIONAL GEODETIC SURVEY
 PT0521.in June 1991.
 PT0521
 PT0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0521.GEOID18 height accuracy estimate available here.
 PT0521
 PT0521.Click photographs - Photos may exist for this station.
 PT0521
 PT0521.The dynamic height is computed by dividing the NAVD 88
 PT0521.geopotential number by the normal gravity value computed on the
 PT0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0521.degrees latitude (g = 980.6199 gals.).
 PT0521
 PT0521.The modeled gravity was interpolated from observed gravity values.
 PT0521
 PT0521;                    North         East    Units  Estimated Accuracy
 PT0521;SPC SD S     -   207,780.      496,570.      MT  (+/- 180 meters Scaled)
 PT0521
 PT0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP900970(NAD 83)
 PT0521
 PT0521                          SUPERSEDED SURVEY CONTROL
 PT0521
 PT0521  NGVD 29 (??/??/92)  724.387  (m)         2376.59   (f) ADJ UNCH    1 2
 PT0521
 PT0521.Superseded values are not recommended for survey control.
 PT0521
 PT0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0521.See file dsdata.pdf to determine how the superseded data were derived.
 PT0521
 PT0521_MARKER: DB = BENCH MARK DISK
 PT0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0521_STAMPING: M 371 1962
 PT0521_MARK LOGO: CGS
 PT0521_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0521+STABILITY: SURFACE MOTION
 PT0521
 PT0521  HISTORY     - Date     Condition        Report By
 PT0521  HISTORY     - 1962     MONUMENTED       CGS
 PT0521
 PT0521                          STATION DESCRIPTION
 PT0521
 PT0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0521'13.1 MI NNE FROM PHILIP.
 PT0521'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0521'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 2.1 MILES
 PT0521'EAST ALONG A GRAVEL ROAD, 158 FEET EAST OF THE SOUTH END OF A
 PT0521'CULVERT, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 FEET
 PT0521'EAST OF A METAL WITNESS POST, 1 1/2 FEET NORTH OF A FENCE, ABOUT
 PT0521'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0521'PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0397 ***********************************************************************
 OS0397  DESIGNATION -  M 372 RESET
 OS0397  PID         -  OS0397
 OS0397  STATE/COUNTY-  SD/JACKSON
 OS0397  COUNTRY     -  US
 OS0397  USGS QUAD   -  WETA (2017)
 OS0397
 OS0397                         *CURRENT SURVEY CONTROL
 OS0397  ______________________________________________________________________
 OS0397* NAD 83(1986) POSITION- 43 50 08.     (N) 101 39 37.     (W)   SCALED
 OS0397* NAVD 88 ORTHO HEIGHT -   758.969 (meters)     2490.05  (feet) ADJUSTED
 OS0397  ______________________________________________________________________
 OS0397  GEOID HEIGHT    -        -21.035 (meters)                     GEOID18
 OS0397  DYNAMIC HEIGHT  -        758.730 (meters)     2489.27  (feet) COMP
 OS0397  MODELED GRAVITY -    980,279.1   (mgal)                       NAVD 88
 OS0397
 OS0397  VERT ORDER      -  FIRST     CLASS II
 OS0397
 OS0397.The horizontal coordinates were scaled from a map and have
 OS0397.an estimated accuracy of +/- 6 seconds.
 OS0397
 OS0397.The orthometric height was determined by differential leveling and
 OS0397.adjusted by the NATIONAL GEODETIC SURVEY
 OS0397.in September 1993.
 OS0397
 OS0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0397.GEOID18 height accuracy estimate available here.
 OS0397
 OS0397.Click photographs - Photos may exist for this station.
 OS0397
 OS0397.The dynamic height is computed by dividing the NAVD 88
 OS0397.geopotential number by the normal gravity value computed on the
 OS0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0397.degrees latitude (g = 980.6199 gals.).
 OS0397
 OS0397.The modeled gravity was interpolated from observed gravity values.
 OS0397
 OS0397;                    North         East    Units  Estimated Accuracy
 OS0397;SPC SD S     -   167,740.      493,290.      MT  (+/- 180 meters Scaled)
 OS0397
 OS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP861570(NAD 83)
 OS0397
 OS0397                          SUPERSEDED SURVEY CONTROL
 OS0397
 OS0397  NAVD 88 (06/15/91)  758.966  (m)         2490.04   (f) SUPERSEDED  1 2
 OS0397
 OS0397.Superseded values are not recommended for survey control.
 OS0397
 OS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0397.See file dsdata.pdf to determine how the superseded data were derived.
 OS0397
 OS0397_MARKER: DB = BENCH MARK DISK
 OS0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0397_STAMPING: M 372 RESET 1966
 OS0397_MARK LOGO: CGS
 OS0397_PROJECTION: FLUSH
 OS0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0397+STABILITY: SURFACE MOTION
 OS0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0397+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0397
 OS0397  HISTORY     - Date     Condition        Report By
 OS0397  HISTORY     - 1966     MONUMENTED       CGS
 OS0397  HISTORY     - 1985     GOOD             NGS
 OS0397  HISTORY     - 19910713 GOOD             NGS
 OS0397  HISTORY     - 20130116 GOOD             INDIV
 OS0397
 OS0397                          STATION DESCRIPTION
 OS0397
 OS0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0397'8.2 MI W FROM KADOKA.
 OS0397'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0397'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 7.7
 OS0397'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0397'AT THE JUNCTION OF INTERSTATE HIGHWAY 90, U.S. HIGHWAY 16 AND
 OS0397'STATE HIGHWAY 40 AND 73, AT THE SOUTH END OF A PROPOSED RAMP AT
 OS0397'THE INTERSECTION OF THE HIGHWAYS, AT THE SOUTH RIGHT-OF-WAY FENCE
 OS0397'WHERE THE FENCE MAKES A RIGHT ANGLE TURN EAST AND SOUTH, 2 FEET
 OS0397'SOUTHWEST OF A CORNER FENCE POST, 2 FEET EAST OF A METAL WITNESS
 OS0397'POST, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A ROUND
 OS0397'CONCRETE POST WHICH PROJECTS 3 INCHES.
 OS0397
 OS0397                          STATION RECOVERY (1985)
 OS0397
 OS0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0397'THE MARK IS 1.0 M BELOW THE FRONTAGE ROAD.
 OS0397'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.0 KM (6.9
 OS0397'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0397'KADOKA, 0.5 KM (0.3 MI) EAST OF MILEPOST 143, AT THE JUNCTION OF STATE
 OS0397'HIGHWAY 73 NORTH, 202.5 METERS (664.5 FT) SOUTH ACROSS THE FRONTAGE
 OS0397'ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE, 27.3 METERS (89.5 FT)
 OS0397'SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 21.9 METERS (72 FT) EAST OF
 OS0397'THE EXTENDED CENTER OF THE STATE HIGHWAY, 0.6 METER (2 FT) SOUTHWEST
 OS0397'OF A FENCE CORNER POST FOR AN OFFSET IN THE RIGHT-OF-WAY FENCE AND 0.3
 OS0397'METER (1 FT) WEST OF THE OFFSET FENCE.
 OS0397'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 OS0397
 OS0397                          STATION RECOVERY (1991)
 OS0397
 OS0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0397'11.0 KM (6.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0397'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.5 KM (0.30 MI)
 OS0397'EAST OF MILEPOST 143, 202.5 M (664.4 FT) SOUTH OF THE CENTERLINE OF
 OS0397'THE EASTBOUND LANES OF THE HIGHWAY, 27.6 M (90.6 FT) SOUTH OF THE
 OS0397'CENTERLINE OF A FRONTAGE ROAD, 21.7 M (71.2 FT) EAST OF THE EXTENDED
 OS0397'CENTERLINE OF STATE HIGHWAY 73 (EXIT 143), 1.0 M (3.3 FT) BELOW THE
 OS0397'LEVEL OF THE ROAD, 0.6 M (2.0 FT) EAST OF A WITNESS POST, 0.5 M (1.6
 OS0397'FT) SOUTHWEST OF A FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M (0.3
 OS0397'FT) ABOVE THE GROUND SURFACE.
 OS0397
 OS0397                          STATION RECOVERY (2013)
 OS0397
 OS0397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0637 ***********************************************************************
 PT0637  DESIGNATION -  M 373
 PT0637  PID         -  PT0637
 PT0637  STATE/COUNTY-  SD/HAAKON
 PT0637  COUNTRY     -  US
 PT0637  USGS QUAD   -  HILLAND NW (2017)
 PT0637
 PT0637                         *CURRENT SURVEY CONTROL
 PT0637  ______________________________________________________________________
 PT0637* NAD 83(1986) POSITION- 44 27 44.     (N) 101 58 01.     (W)   SCALED
 PT0637* NAVD 88 ORTHO HEIGHT -   717.755 (meters)     2354.83  (feet) ADJUSTED
 PT0637  ______________________________________________________________________
 PT0637  GEOID HEIGHT    -        -20.115 (meters)                     GEOID18
 PT0637  DYNAMIC HEIGHT  -        717.576 (meters)     2354.25  (feet) COMP
 PT0637  MODELED GRAVITY -    980,344.9   (mgal)                       NAVD 88
 PT0637
 PT0637  VERT ORDER      -  SECOND    CLASS 0
 PT0637
 PT0637.The horizontal coordinates were scaled from a map and have
 PT0637.an estimated accuracy of +/- 6 seconds.
 PT0637
 PT0637.The orthometric height was determined by differential leveling and
 PT0637.adjusted by the NATIONAL GEODETIC SURVEY
 PT0637.in June 1991.
 PT0637
 PT0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0637.GEOID18 height accuracy estimate available here.
 PT0637
 PT0637.Click photographs - Photos may exist for this station.
 PT0637
 PT0637.The dynamic height is computed by dividing the NAVD 88
 PT0637.geopotential number by the normal gravity value computed on the
 PT0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0637.degrees latitude (g = 980.6199 gals.).
 PT0637
 PT0637.The modeled gravity was interpolated from observed gravity values.
 PT0637
 PT0637;                    North         East    Units  Estimated Accuracy
 PT0637;SPC SD S     -   237,790.      470,000.      MT  (+/- 180 meters Scaled)
 PT0637
 PT0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ639274(NAD 83)
 PT0637
 PT0637                          SUPERSEDED SURVEY CONTROL
 PT0637
 PT0637  NGVD 29 (??/??/92)  717.298  (m)         2353.34   (f) ADJ UNCH    2 0
 PT0637
 PT0637.Superseded values are not recommended for survey control.
 PT0637
 PT0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0637.See file dsdata.pdf to determine how the superseded data were derived.
 PT0637
 PT0637_MARKER: DB = BENCH MARK DISK
 PT0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0637_STAMPING: M 373 1934
 PT0637_MARK LOGO: CGS
 PT0637_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0637+STABILITY: SURFACE MOTION
 PT0637
 PT0637  HISTORY     - Date     Condition        Report By
 PT0637  HISTORY     - 1934     MONUMENTED       CGS
 PT0637  HISTORY     - 1962     GOOD             CGS
 PT0637
 PT0637                          STATION DESCRIPTION
 PT0637
 PT0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0637'13.2 MI SE FROM HOWES.
 PT0637'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0637'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0637'34 AND 73, THENCE 12.6 MILES SOUTHEAST ALONG A GRAVEL ROAD
 PT0637'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 51 FEET SOUTHWEST OF THE
 PT0637'CENTERLINE OF THE ROAD, 37 FEET NORTH OF A GATE ENTRANCE, 1.7
 PT0637'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PT0637'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 PT0637'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0709 ***********************************************************************
 PT0709  DESIGNATION -  M 374
 PT0709  PID         -  PT0709
 PT0709  STATE/COUNTY-  SD/HAAKON
 PT0709  COUNTRY     -  US
 PT0709  USGS QUAD   -  POST RANCH (2017)
 PT0709
 PT0709                         *CURRENT SURVEY CONTROL
 PT0709  ______________________________________________________________________
 PT0709* NAD 83(1986) POSITION- 44 17 54.     (N) 101 53 16.     (W)   SCALED
 PT0709* NAVD 88 ORTHO HEIGHT -   780.884 (meters)     2561.95  (feet) ADJUSTED
 PT0709  ______________________________________________________________________
 PT0709  GEOID HEIGHT    -        -20.266 (meters)                     GEOID18
 PT0709  DYNAMIC HEIGHT  -        780.666 (meters)     2561.24  (feet) COMP
 PT0709  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 PT0709
 PT0709  VERT ORDER      -  SECOND    CLASS 0
 PT0709
 PT0709.The horizontal coordinates were scaled from a map and have
 PT0709.an estimated accuracy of +/- 6 seconds.
 PT0709
 PT0709.The orthometric height was determined by differential leveling and
 PT0709.adjusted by the NATIONAL GEODETIC SURVEY
 PT0709.in June 1991.
 PT0709
 PT0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0709.GEOID18 height accuracy estimate available here.
 PT0709
 PT0709.Click photographs - Photos may exist for this station.
 PT0709
 PT0709.The dynamic height is computed by dividing the NAVD 88
 PT0709.geopotential number by the normal gravity value computed on the
 PT0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0709.degrees latitude (g = 980.6199 gals.).
 PT0709
 PT0709.The modeled gravity was interpolated from observed gravity values.
 PT0709
 PT0709;                    North         East    Units  Estimated Accuracy
 PT0709;SPC SD S     -   219,460.      475,960.      MT  (+/- 180 meters Scaled)
 PT0709
 PT0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ696090(NAD 83)
 PT0709
 PT0709                          SUPERSEDED SURVEY CONTROL
 PT0709
 PT0709  NGVD 29 (??/??/92)  780.419  (m)         2560.42   (f) ADJ UNCH    2 0
 PT0709
 PT0709.Superseded values are not recommended for survey control.
 PT0709
 PT0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0709.See file dsdata.pdf to determine how the superseded data were derived.
 PT0709
 PT0709_MARKER: DB = BENCH MARK DISK
 PT0709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0709_STAMPING: M 374 1962
 PT0709_MARK LOGO: CGS
 PT0709_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0709_ROD/PIPE-DEPTH: 3.7 meters
 PT0709
 PT0709  HISTORY     - Date     Condition        Report By
 PT0709  HISTORY     - UNK      MONUMENTED       CGS
 PT0709  HISTORY     - 1962     GOOD             CGS
 PT0709
 PT0709                          STATION DESCRIPTION
 PT0709
 PT0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0709'2.5 MI W FROM HILLAND.
 PT0709'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0709'AND CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0709'ROAD, AT THE INTERSECTION OF THE GRAVELED ROAD AND A ROAD
 PT0709'LEADING WEST, IN SECTION 24, T 4 N, R 18 E, 139 FEET WEST OF
 PT0709'THE CENTER LINE OF THE GRAVELED ROAD, 63 FEET SOUTH OF THE
 PT0709'CENTER LINE OF THE ROAD LEADING WEST, 5 FEET SOUTH OF A POWER
 PT0709'POLE BRACED BY A GUY WIRE, 1.4 FEET WEST OF A METAL WITNESS POST,
 PT0709'ABOUT LEVEL WITH THE ROAD, CLAMPED ON A 5/8 INCH COPPER-COATED
 PT0709'ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET, AND ENCASED IN A
 PT0709'6-INCH TILE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0384 ***********************************************************************
 PU0384  DESIGNATION -  M 375
 PU0384  PID         -  PU0384
 PU0384  STATE/COUNTY-  SD/PENNINGTON
 PU0384  COUNTRY     -  US
 PU0384  USGS QUAD   -  PEDRO (2017)
 PU0384
 PU0384                         *CURRENT SURVEY CONTROL
 PU0384  ______________________________________________________________________
 PU0384* NAD 83(1986) POSITION- 44 28 27.     (N) 102 03 52.     (W)   SCALED
 PU0384* NAVD 88 ORTHO HEIGHT -   588.192 (meters)     1929.76  (feet) ADJUSTED
 PU0384  ______________________________________________________________________
 PU0384  GEOID HEIGHT    -        -19.846 (meters)                     GEOID18
 PU0384  DYNAMIC HEIGHT  -        588.062 (meters)     1929.33  (feet) COMP
 PU0384  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 PU0384
 PU0384  VERT ORDER      -  SECOND    CLASS 0
 PU0384
 PU0384.The horizontal coordinates were scaled from a map and have
 PU0384.an estimated accuracy of +/- 6 seconds.
 PU0384
 PU0384.The orthometric height was determined by differential leveling and
 PU0384.adjusted by the NATIONAL GEODETIC SURVEY
 PU0384.in June 1991.
 PU0384
 PU0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0384.GEOID18 height accuracy estimate available here.
 PU0384
 PU0384.Click photographs - Photos may exist for this station.
 PU0384
 PU0384.The dynamic height is computed by dividing the NAVD 88
 PU0384.geopotential number by the normal gravity value computed on the
 PU0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0384.degrees latitude (g = 980.6199 gals.).
 PU0384
 PU0384.The modeled gravity was interpolated from observed gravity values.
 PU0384
 PU0384;                    North         East    Units  Estimated Accuracy
 PU0384;SPC SD S     -   239,280.      462,270.      MT  (+/- 180 meters Scaled)
 PU0384
 PU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK334287(NAD 83)
 PU0384
 PU0384                          SUPERSEDED SURVEY CONTROL
 PU0384
 PU0384  NGVD 29 (??/??/92)  587.753  (m)         1928.32   (f) ADJ UNCH    2 0
 PU0384
 PU0384.Superseded values are not recommended for survey control.
 PU0384
 PU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0384.See file dsdata.pdf to determine how the superseded data were derived.
 PU0384
 PU0384_MARKER: DB = BENCH MARK DISK
 PU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0384_STAMPING: M 375 1962
 PU0384_MARK LOGO: CGS
 PU0384_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0384+STABILITY: SURFACE MOTION
 PU0384
 PU0384  HISTORY     - Date     Condition        Report By
 PU0384  HISTORY     - 1962     MONUMENTED       CGS
 PU0384
 PU0384                          STATION DESCRIPTION
 PU0384
 PU0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0384'5.6 MI NE FROM PEDRO.
 PU0384'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0384'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0384'4.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 16,
 PU0384'T 6 N, R 17 E, IN A GROVE OF SMALL COTTONWOOD TREES, 112 FEET
 PU0384'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE,
 PU0384'1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0384'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0030 ***********************************************************************
 PV0030  DESIGNATION -  M 376
 PV0030  PID         -  PV0030
 PV0030  STATE/COUNTY-  SD/LAWRENCE
 PV0030  COUNTRY     -  US
 PV0030  USGS QUAD   -  BEULAH (2017)
 PV0030
 PV0030                         *CURRENT SURVEY CONTROL
 PV0030  ______________________________________________________________________
 PV0030* NAD 83(1986) POSITION- 44 32 48.     (N) 104 02 26.     (W)   SCALED
 PV0030* NAVD 88 ORTHO HEIGHT -  1064.321 (meters)     3491.86  (feet) ADJUSTED
 PV0030  ______________________________________________________________________
 PV0030  GEOID HEIGHT    -        -14.493 (meters)                     GEOID18
 PV0030  DYNAMIC HEIGHT  -       1063.978 (meters)     3490.73  (feet) COMP
 PV0030  MODELED GRAVITY -    980,258.7   (mgal)                       NAVD 88
 PV0030
 PV0030  VERT ORDER      -  SECOND    CLASS 0
 PV0030
 PV0030.The horizontal coordinates were scaled from a map and have
 PV0030.an estimated accuracy of +/- 6 seconds.
 PV0030
 PV0030.The orthometric height was determined by differential leveling and
 PV0030.adjusted by the NATIONAL GEODETIC SURVEY
 PV0030.in June 1991.
 PV0030
 PV0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0030.GEOID18 height accuracy estimate available here.
 PV0030
 PV0030.Click photographs - Photos may exist for this station.
 PV0030
 PV0030.The dynamic height is computed by dividing the NAVD 88
 PV0030.geopotential number by the normal gravity value computed on the
 PV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0030.degrees latitude (g = 980.6199 gals.).
 PV0030
 PV0030.The modeled gravity was interpolated from observed gravity values.
 PV0030
 PV0030;                    North         East    Units  Estimated Accuracy
 PV0030;SPC SD N     -    87,280.      279,050.      MT  (+/- 180 meters Scaled)
 PV0030
 PV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK762330(NAD 83)
 PV0030
 PV0030                          SUPERSEDED SURVEY CONTROL
 PV0030
 PV0030  NGVD 29 (??/??/92) 1063.784  (m)         3490.10   (f) ADJ UNCH    2 0
 PV0030
 PV0030.Superseded values are not recommended for survey control.
 PV0030
 PV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0030.See file dsdata.pdf to determine how the superseded data were derived.
 PV0030
 PV0030_MARKER: DB = BENCH MARK DISK
 PV0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0030_STAMPING: M 376 1962
 PV0030_MARK LOGO: CGS
 PV0030_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0030+STABILITY: SURFACE MOTION
 PV0030
 PV0030  HISTORY     - Date     Condition        Report By
 PV0030  HISTORY     - 1962     MONUMENTED       CGS
 PV0030
 PV0030                          STATION DESCRIPTION
 PV0030
 PV0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0030'2.6 MI E FROM BEULAH.
 PV0030'0.3 OF A MILE EAST ALONG OLD U.S. HIGHWAY 85 FROM THE ROYAL
 PV0030'CLUB AT BEULAH, WYOMING TO THE JUNCTION OF U.S. HIGHWAY 14,
 PV0030'THENCE 2.25 MILE EAST ALONG U.S. HIGHWAY 14, 0.75 MILE EAST OF
 PV0030'THE WYOMING-SOUTH DAKOTA STATE LINE, 12.2 MILE WEST OF SPEARFISH,
 PV0030'SOUTH DAKOTA ALONG U.S. HIGHWAY 14, SET AT A FENCE JUNCTION, 48
 PV0030'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF
 PV0030'THE FENCE JUNCTION, 1 FOOT WEST OF A WITNESS POST ABOUT 5 FEET
 PV0030'LOWER THAN THE HIGHWAY A CONCRETE POST PROJECTING ABOUT 0.5
 PV0030'OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2012 ***********************************************************************
 PU2012  DESIGNATION -  M 377
 PU2012  PID         -  PU2012
 PU2012  STATE/COUNTY-  SD/BUTTE
 PU2012  COUNTRY     -  US
 PU2012  USGS QUAD   -  FRUITDALE (2017)
 PU2012
 PU2012                         *CURRENT SURVEY CONTROL
 PU2012  ______________________________________________________________________
 PU2012* NAD 83(1986) POSITION- 44 39 44.     (N) 103 41 54.     (W)   SCALED
 PU2012* NAVD 88 ORTHO HEIGHT -   889.590 (meters)     2918.60  (feet) ADJUSTED
 PU2012  ______________________________________________________________________
 PU2012  GEOID HEIGHT    -        -15.601 (meters)                     GEOID18
 PU2012  DYNAMIC HEIGHT  -        889.354 (meters)     2917.82  (feet) COMP
 PU2012  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 PU2012
 PU2012  VERT ORDER      -  SECOND    CLASS 0
 PU2012
 PU2012.The horizontal coordinates were scaled from a map and have
 PU2012.an estimated accuracy of +/- 6 seconds.
 PU2012
 PU2012.The orthometric height was determined by differential leveling and
 PU2012.adjusted by the NATIONAL GEODETIC SURVEY
 PU2012.in June 1991.
 PU2012
 PU2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2012.GEOID18 height accuracy estimate available here.
 PU2012
 PU2012.Click photographs - Photos may exist for this station.
 PU2012
 PU2012.The dynamic height is computed by dividing the NAVD 88
 PU2012.geopotential number by the normal gravity value computed on the
 PU2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2012.degrees latitude (g = 980.6199 gals.).
 PU2012
 PU2012.The modeled gravity was interpolated from observed gravity values.
 PU2012
 PU2012;                    North         East    Units  Estimated Accuracy
 PU2012;SPC SD N     -    98,810.      306,800.      MT  (+/- 180 meters Scaled)
 PU2012
 PU2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK031462(NAD 83)
 PU2012
 PU2012                          SUPERSEDED SURVEY CONTROL
 PU2012
 PU2012  NGVD 29 (??/??/92)  889.109  (m)         2917.02   (f) ADJ UNCH    2 0
 PU2012
 PU2012.Superseded values are not recommended for survey control.
 PU2012
 PU2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2012.See file dsdata.pdf to determine how the superseded data were derived.
 PU2012
 PU2012_MARKER: DB = BENCH MARK DISK
 PU2012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2012_SP_SET: ABUTMENT
 PU2012_STAMPING: M 377 1962
 PU2012_MARK LOGO: CGS
 PU2012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2012
 PU2012  HISTORY     - Date     Condition        Report By
 PU2012  HISTORY     - 1962     MONUMENTED       CGS
 PU2012
 PU2012                          STATION DESCRIPTION
 PU2012
 PU2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2012'0.5 MI S FROM FRUITDALE.
 PU2012'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2012'FRUITDALE, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 PU2012'CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE OVER BELLE FOURCHE
 PU2012'RIVER, 11 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 PU2012'ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0459 ***********************************************************************
 PU0459  DESIGNATION -  M 378
 PU0459  PID         -  PU0459
 PU0459  STATE/COUNTY-  SD/PENNINGTON
 PU0459  COUNTRY     -  US
 PU0459  USGS QUAD   -  CREIGHTON (2017)
 PU0459
 PU0459                         *CURRENT SURVEY CONTROL
 PU0459  ______________________________________________________________________
 PU0459* NAD 83(1986) POSITION- 44 19 38.     (N) 102 11 15.     (W)   SCALED
 PU0459* NAVD 88 ORTHO HEIGHT -   792.560 (meters)     2600.26  (feet) ADJUSTED
 PU0459  ______________________________________________________________________
 PU0459  GEOID HEIGHT    -        -19.423 (meters)                     GEOID18
 PU0459  DYNAMIC HEIGHT  -        792.343 (meters)     2599.55  (feet) COMP
 PU0459  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 PU0459
 PU0459  VERT ORDER      -  SECOND    CLASS 0
 PU0459
 PU0459.The horizontal coordinates were scaled from a map and have
 PU0459.an estimated accuracy of +/- 6 seconds.
 PU0459
 PU0459.The orthometric height was determined by differential leveling and
 PU0459.adjusted by the NATIONAL GEODETIC SURVEY
 PU0459.in June 1991.
 PU0459
 PU0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0459.GEOID18 height accuracy estimate available here.
 PU0459
 PU0459.Click photographs - Photos may exist for this station.
 PU0459
 PU0459.The dynamic height is computed by dividing the NAVD 88
 PU0459.geopotential number by the normal gravity value computed on the
 PU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0459.degrees latitude (g = 980.6199 gals.).
 PU0459
 PU0459.The modeled gravity was interpolated from observed gravity values.
 PU0459
 PU0459;                    North         East    Units  Estimated Accuracy
 PU0459;SPC SD S     -   223,160.      452,120.      MT  (+/- 180 meters Scaled)
 PU0459
 PU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK242120(NAD 83)
 PU0459
 PU0459                          SUPERSEDED SURVEY CONTROL
 PU0459
 PU0459  NGVD 29 (??/??/92)  792.097  (m)         2598.74   (f) ADJ UNCH    2 0
 PU0459
 PU0459.Superseded values are not recommended for survey control.
 PU0459
 PU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0459.See file dsdata.pdf to determine how the superseded data were derived.
 PU0459
 PU0459_MARKER: DB = BENCH MARK DISK
 PU0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0459_STAMPING: M 378 1962
 PU0459_MARK LOGO: CGS
 PU0459_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0459+STABILITY: SURFACE MOTION
 PU0459
 PU0459  HISTORY     - Date     Condition        Report By
 PU0459  HISTORY     - 1962     MONUMENTED       CGS
 PU0459
 PU0459                          STATION DESCRIPTION
 PU0459
 PU0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0459'5.8 MI N FROM CREIGHTON.
 PU0459'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0459'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0459'GRAVELED ROAD, THENCE 2.75 MILES NORTH ALONG A GRAVELED ROAD,
 PU0459'0.5 MILE SOUTH OF A CURVE IN THE ROAD, 37 FEET EAST OF THE CENTER
 PU0459'LINE OF THE ROAD, 7.8 FEET SOUTH OF A POWER POLE, 2.6 FEET EAST OF
 PU0459'A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 PU0459'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0459'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0579 ***********************************************************************
 PU0579  DESIGNATION -  M 379
 PU0579  PID         -  PU0579
 PU0579  STATE/COUNTY-  SD/PENNINGTON
 PU0579  COUNTRY     -  US
 PU0579  USGS QUAD   -  HORSE TOOTH (2017)
 PU0579
 PU0579                         *CURRENT SURVEY CONTROL
 PU0579  ______________________________________________________________________
 PU0579* NAD 83(1986) POSITION- 44 10 56.     (N) 102 04 03.     (W)   SCALED
 PU0579* NAVD 88 ORTHO HEIGHT -   806.902 (meters)     2647.31  (feet) ADJUSTED
 PU0579  ______________________________________________________________________
 PU0579  GEOID HEIGHT    -        -19.647 (meters)                     GEOID18
 PU0579  DYNAMIC HEIGHT  -        806.670 (meters)     2646.55  (feet) COMP
 PU0579  MODELED GRAVITY -    980,304.3   (mgal)                       NAVD 88
 PU0579
 PU0579  VERT ORDER      -  SECOND    CLASS 0
 PU0579
 PU0579.The horizontal coordinates were scaled from a map and have
 PU0579.an estimated accuracy of +/- 6 seconds.
 PU0579
 PU0579.The orthometric height was determined by differential leveling and
 PU0579.adjusted by the NATIONAL GEODETIC SURVEY
 PU0579.in June 1991.
 PU0579
 PU0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0579.GEOID18 height accuracy estimate available here.
 PU0579
 PU0579.Click photographs - Photos may exist for this station.
 PU0579
 PU0579.The dynamic height is computed by dividing the NAVD 88
 PU0579.geopotential number by the normal gravity value computed on the
 PU0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0579.degrees latitude (g = 980.6199 gals.).
 PU0579
 PU0579.The modeled gravity was interpolated from observed gravity values.
 PU0579
 PU0579;                    North         East    Units  Estimated Accuracy
 PU0579;SPC SD S     -   206,850.      461,350.      MT  (+/- 180 meters Scaled)
 PU0579
 PU0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ343962(NAD 83)
 PU0579
 PU0579                          SUPERSEDED SURVEY CONTROL
 PU0579
 PU0579  NGVD 29 (??/??/92)  806.444  (m)         2645.81   (f) ADJ UNCH    2 0
 PU0579
 PU0579.Superseded values are not recommended for survey control.
 PU0579
 PU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0579.See file dsdata.pdf to determine how the superseded data were derived.
 PU0579
 PU0579_MARKER: DB = BENCH MARK DISK
 PU0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0579_STAMPING: M 379 1962
 PU0579_MARK LOGO: CGS
 PU0579_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0579+STABILITY: SURFACE MOTION
 PU0579
 PU0579  HISTORY     - Date     Condition        Report By
 PU0579  HISTORY     - 1962     MONUMENTED       CGS
 PU0579
 PU0579                          STATION DESCRIPTION
 PU0579
 PU0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0579'16.8 MI NE FROM QUINN.
 PU0579'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0579'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0579'5.05 MILES NORTH ALONG A GRADED DIRT ROAD, 0.15 MILE WEST OF THE
 PU0579'SCHOOL-HOUSE LOCATED ON THE NORTH SIDE OF A GRAVELED ROAD, 55
 PU0579'FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 43 1/2 FEET
 PU0579'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 32 FEET EAST OF THE
 PU0579'CENTER LINE OF THE GRADED DIRT ROAD, 10 FEET SOUTH OF A POWER
 PU0579'POLE BRACED BY A GUY WIRE, 1 1/2 FEET WEST OF A FENCE, 2.0 FEET
 PU0579'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 PU0579'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0162 ***********************************************************************
 OS0162  DESIGNATION -  M 38
 OS0162  PID         -  OS0162
 OS0162  STATE/COUNTY-  SD/TODD
 OS0162  COUNTRY     -  US
 OS0162  USGS QUAD   -  OLSONVILLE (2017)
 OS0162
 OS0162                         *CURRENT SURVEY CONTROL
 OS0162  ______________________________________________________________________
 OS0162* NAD 83(1986) POSITION- 43 12 06.     (N) 100 37 25.     (W)   SCALED
 OS0162* NAVD 88 ORTHO HEIGHT -   845.620 (meters)     2774.34  (feet) ADJUSTED
 OS0162  ______________________________________________________________________
 OS0162  GEOID HEIGHT    -        -22.901 (meters)                     GEOID18
 OS0162  DYNAMIC HEIGHT  -        845.277 (meters)     2773.21  (feet) COMP
 OS0162  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 OS0162
 OS0162  VERT ORDER      -  FIRST     CLASS II
 OS0162
 OS0162.The horizontal coordinates were scaled from a map and have
 OS0162.an estimated accuracy of +/- 6 seconds.
 OS0162
 OS0162.The orthometric height was determined by differential leveling and
 OS0162.adjusted by the NATIONAL GEODETIC SURVEY
 OS0162.in June 1991.
 OS0162
 OS0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0162.GEOID18 height accuracy estimate available here.
 OS0162
 OS0162.Click photographs - Photos may exist for this station.
 OS0162
 OS0162.The dynamic height is computed by dividing the NAVD 88
 OS0162.geopotential number by the normal gravity value computed on the
 OS0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0162.degrees latitude (g = 980.6199 gals.).
 OS0162
 OS0162.The modeled gravity was interpolated from observed gravity values.
 OS0162
 OS0162;                    North         East    Units  Estimated Accuracy
 OS0162;SPC SD S     -    96,510.      576,410.      MT  (+/- 180 meters Scaled)
 OS0162
 OS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN680844(NAD 83)
 OS0162
 OS0162                          SUPERSEDED SURVEY CONTROL
 OS0162
 OS0162  NGVD 29 (??/??/92)  845.263  (m)         2773.17   (f) ADJ UNCH    1 2
 OS0162
 OS0162.Superseded values are not recommended for survey control.
 OS0162
 OS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0162.See file dsdata.pdf to determine how the superseded data were derived.
 OS0162
 OS0162_MARKER: DB = BENCH MARK DISK
 OS0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0162_STAMPING: M 38 1933
 OS0162_MARK LOGO: CGS
 OS0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0162+STABILITY: SURFACE MOTION
 OS0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0162+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0162
 OS0162  HISTORY     - Date     Condition        Report By
 OS0162  HISTORY     - 1933     MONUMENTED       CGS
 OS0162  HISTORY     - 19920722 GOOD             NGS
 OS0162
 OS0162                          STATION DESCRIPTION
 OS0162
 OS0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0162'8.7 MI S FROM MISSION.
 OS0162'ABOUT 8.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MISSION,
 OS0162'TODD COUNTY, ABOUT 0.4 MILE EAST OF A TURN IN THE HIGHWAY,
 OS0162'AT A JOG, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OS0162'AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED M 38
 OS0162'1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0162
 OS0162                          STATION RECOVERY (1992)
 OS0162
 OS0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0162'13.2 KM (8.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0162'OF U.S. HIGHWAY 18 IN MISSION, THENCE 0.3 KM (0.20 MI) WESTERLY
 OS0162'ALONG A DIRT ROAD, 161.3 M (529.2 FT) EAST OF THE CENTER OF A
 OS0162'DRIVEWAY, 22.6 M (74.1 FT) NORTH-NORTHWEST OF A UTILITY POLE, 20.9 M
 OS0162'(68.6 FT) NORTH OF A WITNESS POST AND FENCE, 11.8 M (38.7 FT) NORTH
 OS0162'OF THE CENTER OF THE ROAD, AND THE MONUMENT IS PROJECTS 0.05 M (0.16
 OS0162'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0521 ***********************************************************************
 PU0521  DESIGNATION -  M 380
 PU0521  PID         -  PU0521
 PU0521  STATE/COUNTY-  SD/PENNINGTON
 PU0521  COUNTRY     -  US
 PU0521  USGS QUAD   -  WASTA NE (2017)
 PU0521
 PU0521                         *CURRENT SURVEY CONTROL
 PU0521  ______________________________________________________________________
 PU0521* NAD 83(1986) POSITION- 44 11 23.     (N) 102 17 34.     (W)   SCALED
 PU0521* NAVD 88 ORTHO HEIGHT -   876.686 (meters)     2876.26  (feet) ADJUSTED
 PU0521  ______________________________________________________________________
 PU0521  GEOID HEIGHT    -        -19.008 (meters)                     GEOID18
 PU0521  DYNAMIC HEIGHT  -        876.436 (meters)     2875.44  (feet) COMP
 PU0521  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 PU0521
 PU0521  VERT ORDER      -  SECOND    CLASS 0
 PU0521
 PU0521.The horizontal coordinates were scaled from a map and have
 PU0521.an estimated accuracy of +/- 6 seconds.
 PU0521
 PU0521.The orthometric height was determined by differential leveling and
 PU0521.adjusted by the NATIONAL GEODETIC SURVEY
 PU0521.in June 1991.
 PU0521
 PU0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0521.GEOID18 height accuracy estimate available here.
 PU0521
 PU0521.Click photographs - Photos may exist for this station.
 PU0521
 PU0521.The dynamic height is computed by dividing the NAVD 88
 PU0521.geopotential number by the normal gravity value computed on the
 PU0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0521.degrees latitude (g = 980.6199 gals.).
 PU0521
 PU0521.The modeled gravity was interpolated from observed gravity values.
 PU0521
 PU0521;                    North         East    Units  Estimated Accuracy
 PU0521;SPC SD S     -   208,080.      443,360.      MT  (+/- 180 meters Scaled)
 PU0521
 PU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ163965(NAD 83)
 PU0521
 PU0521                          SUPERSEDED SURVEY CONTROL
 PU0521
 PU0521  NGVD 29 (??/??/92)  876.232  (m)         2874.77   (f) ADJ UNCH    2 0
 PU0521
 PU0521.Superseded values are not recommended for survey control.
 PU0521
 PU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0521.See file dsdata.pdf to determine how the superseded data were derived.
 PU0521
 PU0521_MARKER: DB = BENCH MARK DISK
 PU0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0521_STAMPING: M 380 1962
 PU0521_MARK LOGO: CGS
 PU0521_PROJECTION: FLUSH
 PU0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0521+STABILITY: SURFACE MOTION
 PU0521
 PU0521  HISTORY     - Date     Condition        Report By
 PU0521  HISTORY     - 1962     MONUMENTED       CGS
 PU0521
 PU0521                          STATION DESCRIPTION
 PU0521
 PU0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0521'10.2 MI SW FROM CREIGHTON.
 PU0521'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0521'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0521'A GRAVELED ROAD TO A CURVE, THENCE 1.6 MILES NORTHWEST ALONG A
 PU0521'GRAVELED ROAD TO A CURVE, THENCE 0.2 MILE WEST ALONG THE
 PU0521'SOUTH SIDE OF A FENCE LINE TO A CORNER FENCE POST, THENCE 0.05
 PU0521'MILES WEST ACROSS COUNTRY TO AN 18-INCH CONCRETE CYLINDER
 PU0521'WHICH PROJECTS 4 FEET, AND SET IN THE TOP OF THE EAST SIDE,
 PU0521'WHICH IS FLUSH WITH THE GROUND, OF THE FOUNDATION OF THE CONCRETE
 PU0521'CYLINDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0345 ***********************************************************************
 PU0345  DESIGNATION -  M 381
 PU0345  PID         -  PU0345
 PU0345  STATE/COUNTY-  SD/PENNINGTON
 PU0345  COUNTRY     -  US
 PU0345  USGS QUAD   -  WASTA (2017)
 PU0345
 PU0345                         *CURRENT SURVEY CONTROL
 PU0345  ______________________________________________________________________
 PU0345* NAD 83(1986) POSITION- 44 01 01.     (N) 102 23 14.     (W)   SCALED
 PU0345* NAVD 88 ORTHO HEIGHT -   815.707 (meters)     2676.20  (feet) ADJUSTED
 PU0345  ______________________________________________________________________
 PU0345  GEOID HEIGHT    -        -18.582 (meters)                     GEOID18
 PU0345  DYNAMIC HEIGHT  -        815.465 (meters)     2675.40  (feet) COMP
 PU0345  MODELED GRAVITY -    980,294.5   (mgal)                       NAVD 88
 PU0345
 PU0345  VERT ORDER      -  SECOND    CLASS 0
 PU0345
 PU0345.The horizontal coordinates were scaled from a map and have
 PU0345.an estimated accuracy of +/- 6 seconds.
 PU0345
 PU0345.The orthometric height was determined by differential leveling and
 PU0345.adjusted by the NATIONAL GEODETIC SURVEY
 PU0345.in June 1991.
 PU0345
 PU0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0345.GEOID18 height accuracy estimate available here.
 PU0345
 PU0345.Click photographs - Photos may exist for this station.
 PU0345
 PU0345.The dynamic height is computed by dividing the NAVD 88
 PU0345.geopotential number by the normal gravity value computed on the
 PU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0345.degrees latitude (g = 980.6199 gals.).
 PU0345
 PU0345.The modeled gravity was interpolated from observed gravity values.
 PU0345
 PU0345;                    North         East    Units  Estimated Accuracy
 PU0345;SPC SD S     -   189,070.      435,340.      MT  (+/- 180 meters Scaled)
 PU0345
 PU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ094770(NAD 83)
 PU0345
 PU0345                          SUPERSEDED SURVEY CONTROL
 PU0345
 PU0345  NGVD 29 (??/??/92)  815.259  (m)         2674.73   (f) ADJ UNCH    2 0
 PU0345
 PU0345.Superseded values are not recommended for survey control.
 PU0345
 PU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0345.See file dsdata.pdf to determine how the superseded data were derived.
 PU0345
 PU0345_MARKER: DB = BENCH MARK DISK
 PU0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0345_STAMPING: M 381 1962
 PU0345_MARK LOGO: CGS
 PU0345_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0345+STABILITY: SURFACE MOTION
 PU0345
 PU0345  HISTORY     - Date     Condition        Report By
 PU0345  HISTORY     - 1962     MONUMENTED       CGS
 PU0345
 PU0345                          STATION DESCRIPTION
 PU0345
 PU0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0345'8.1 MI SE FROM WASTA.
 PU0345'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0345'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 PU0345'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 0.8 MILE
 PU0345'SOUTH ALONG A WINDING PARTIALLY GRAVELED AND GRADED DIRT ROAD,
 PU0345'IN THE WEST SIDE OF SECTION 25 T 1 N R 14 E, ON THE NORTHEAST
 PU0345'RIM OF CROOKED CREEK, 94 FEET WEST OF THE CENTER LINE OF A
 PU0345'SHARP HORSESHOE CURVE, 1.9 FEET WEST OF A METAL WITNESS POST,
 PU0345'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0345'POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0480 ***********************************************************************
 OS0480  DESIGNATION -  M 382
 OS0480  PID         -  OS0480
 OS0480  STATE/COUNTY-  SD/JACKSON
 OS0480  COUNTRY     -  US
 OS0480  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0480
 OS0480                         *CURRENT SURVEY CONTROL
 OS0480  ______________________________________________________________________
 OS0480* NAD 83(1986) POSITION- 43 45 38.83   (N) 101 56 16.58   (W)   HD_HELD1
 OS0480* NAVD 88 ORTHO HEIGHT -   811.123 (meters)     2661.16  (feet) ADJUSTED
 OS0480  ______________________________________________________________________
 OS0480  GEOID HEIGHT    -        -20.033 (meters)                     GEOID18
 OS0480  DYNAMIC HEIGHT  -        810.864 (meters)     2660.31  (feet) COMP
 OS0480  MODELED GRAVITY -    980,272.3   (mgal)                       NAVD 88
 OS0480
 OS0480  VERT ORDER      -  FIRST     CLASS II
 OS0480
 OS0480.The horizontal coordinates were determined by differentially corrected
 OS0480.hand held GPS observations or other comparable positioning techniques
 OS0480.and have an estimated accuracy of +/- 3 meters.
 OS0480
 OS0480.The orthometric height was determined by differential leveling and
 OS0480.adjusted by the NATIONAL GEODETIC SURVEY
 OS0480.in June 1991.
 OS0480
 OS0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0480.GEOID18 height accuracy estimate available here.
 OS0480
 OS0480.Click photographs - Photos may exist for this station.
 OS0480
 OS0480.The dynamic height is computed by dividing the NAVD 88
 OS0480.geopotential number by the normal gravity value computed on the
 OS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0480.degrees latitude (g = 980.6199 gals.).
 OS0480
 OS0480.The modeled gravity was interpolated from observed gravity values.
 OS0480
 OS0480;                    North         East    Units  Estimated Accuracy
 OS0480;SPC SD S     -   159,826.1     470,804.4     MT  (+/- 3 meters HH1 GPS) 
 OS0480
 OS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6350449500(NAD 83)
 OS0480
 OS0480                          SUPERSEDED SURVEY CONTROL
 OS0480
 OS0480  NGVD 29 (??/??/92)  810.674  (m)         2659.69   (f) ADJ UNCH    1 2
 OS0480
 OS0480.Superseded values are not recommended for survey control.
 OS0480
 OS0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0480.See file dsdata.pdf to determine how the superseded data were derived.
 OS0480
 OS0480_MARKER: DB = BENCH MARK DISK
 OS0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0480_STAMPING: M 382 1962
 OS0480_MARK LOGO: CGS
 OS0480_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0480+STABILITY: SURFACE MOTION
 OS0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0480+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0480
 OS0480  HISTORY     - Date     Condition        Report By
 OS0480  HISTORY     - 1962     MONUMENTED       CGS
 OS0480  HISTORY     - 1985     GOOD             NGS
 OS0480  HISTORY     - 20130116 GOOD             INDIV
 OS0480
 OS0480                          STATION DESCRIPTION
 OS0480
 OS0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0480'1.6 MI NE FROM CEDAR PASS.
 OS0480'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0480'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, 190 FEET
 OS0480'NORTHWEST OF THE CENTER OF THE JUNCTION WITH A GRAVELED ROAD,
 OS0480'102 FEET WEST OF THE CENTER LINE OF A LONG CURVE IN THE HIGHWAY,
 OS0480'59 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 OS0480'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 OS0480'CONCRETE POST PROJECTING 3 INCHES.
 OS0480
 OS0480                          STATION RECOVERY (1985)
 OS0480
 OS0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0480'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0480'HIGHWAY 44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG STATE
 OS0480'HIGHWAY 44, IN THE NORTHWEST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 OS0480'LEADING NORTHWEST, 2.3 KM (1.45 MI) NORTHEAST OF THE CEDAR PASS RANGER
 OS0480'STATION, 31.1 METERS (102 FT) WEST OF THE HIGHWAY CENTERLINE, 18.0
 OS0480'METERS (59 FT) NORTHEAST OF THE CENTER OF THE ROAD AND 1.0 METER (3.5
 OS0480'FT) ABOVE THE ROAD.
 OS0480'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OS0480
 OS0480                          STATION RECOVERY (2013)
 OS0480
 OS0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0724 ***********************************************************************
 PT0724  DESIGNATION -  M 383
 PT0724  PID         -  PT0724
 PT0724  STATE/COUNTY-  SD/HAAKON
 PT0724  COUNTRY     -  US
 PT0724  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0724
 PT0724                         *CURRENT SURVEY CONTROL
 PT0724  ______________________________________________________________________
 PT0724* NAD 83(1986) POSITION- 44 10 57.41   (N) 101 42 28.18   (W)   HD_HELD1
 PT0724* NAVD 88 ORTHO HEIGHT -   739.184 (meters)     2425.14  (feet) ADJUSTED
 PT0724  ______________________________________________________________________
 PT0724  GEOID HEIGHT    -        -20.885 (meters)                     GEOID18
 PT0724  DYNAMIC HEIGHT  -        738.974 (meters)     2424.45  (feet) COMP
 PT0724  MODELED GRAVITY -    980,309.5   (mgal)                       NAVD 88
 PT0724
 PT0724  VERT ORDER      -  SECOND    CLASS 0
 PT0724
 PT0724.The horizontal coordinates were determined by differentially corrected
 PT0724.hand held GPS observations or other comparable positioning techniques
 PT0724.and have an estimated accuracy of +/- 3 meters.
 PT0724
 PT0724.The orthometric height was determined by differential leveling and
 PT0724.adjusted by the NATIONAL GEODETIC SURVEY
 PT0724.in June 1991.
 PT0724
 PT0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0724.GEOID18 height accuracy estimate available here.
 PT0724
 PT0724.Click photographs - Photos may exist for this station.
 PT0724
 PT0724.The dynamic height is computed by dividing the NAVD 88
 PT0724.geopotential number by the normal gravity value computed on the
 PT0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0724.degrees latitude (g = 980.6199 gals.).
 PT0724
 PT0724.The modeled gravity was interpolated from observed gravity values.
 PT0724
 PT0724;                    North         East    Units  Estimated Accuracy
 PT0724;SPC SD S     -   206,354.0     490,105.7     MT  (+/- 3 meters HH1 GPS) 
 PT0724
 PT0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8356695721(NAD 83)
 PT0724
 PT0724                          SUPERSEDED SURVEY CONTROL
 PT0724
 PT0724  NGVD 29 (??/??/92)  738.724  (m)         2423.63   (f) ADJ UNCH    2 0
 PT0724
 PT0724.Superseded values are not recommended for survey control.
 PT0724
 PT0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0724.See file dsdata.pdf to determine how the superseded data were derived.
 PT0724
 PT0724_MARKER: DB = BENCH MARK DISK
 PT0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0724_STAMPING: M 383 1962
 PT0724_MARK LOGO: CGS
 PT0724_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0724+STABILITY: SURFACE MOTION
 PT0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0724+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 PT0724
 PT0724  HISTORY     - Date     Condition        Report By
 PT0724  HISTORY     - 1962     MONUMENTED       CGS
 PT0724  HISTORY     - 20160511 GOOD             INDIV
 PT0724
 PT0724                          STATION DESCRIPTION
 PT0724
 PT0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0724'12 MI NW FROM PHILIP.
 PT0724'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0724'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 2.0 MILES
 PT0724'WEST ALONG A GRAVELED ROAD, IN SECTION 33, T 3 N, R 20 E, 49
 PT0724'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF A
 PT0724'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A
 PT0724'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PT0724'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 PT0724
 PT0724                          STATION RECOVERY (2016)
 PT0724
 PT0724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RJT)
 PT0724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0774 ***********************************************************************
 PT0774  DESIGNATION -  M 384
 PT0774  PID         -  PT0774
 PT0774  STATE/COUNTY-  SD/HAAKON
 PT0774  COUNTRY     -  US
 PT0774  USGS QUAD   -  PHILIP (2017)
 PT0774
 PT0774                         *CURRENT SURVEY CONTROL
 PT0774  ______________________________________________________________________
 PT0774* NAD 83(1986) POSITION- 44 02 16.     (N) 101 43 42.     (W)   SCALED
 PT0774* NAVD 88 ORTHO HEIGHT -   704.801 (meters)     2312.33  (feet) ADJUSTED
 PT0774  ______________________________________________________________________
 PT0774  GEOID HEIGHT    -        -20.867 (meters)                     GEOID18
 PT0774  DYNAMIC HEIGHT  -        704.598 (meters)     2311.67  (feet) COMP
 PT0774  MODELED GRAVITY -    980,307.7   (mgal)                       NAVD 88
 PT0774
 PT0774  VERT ORDER      -  SECOND    CLASS 0
 PT0774
 PT0774.The horizontal coordinates were scaled from a map and have
 PT0774.an estimated accuracy of +/- 6 seconds.
 PT0774
 PT0774.The orthometric height was determined by differential leveling and
 PT0774.adjusted by the NATIONAL GEODETIC SURVEY
 PT0774.in June 1991.
 PT0774
 PT0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0774.GEOID18 height accuracy estimate available here.
 PT0774
 PT0774.Click photographs - Photos may exist for this station.
 PT0774
 PT0774.The dynamic height is computed by dividing the NAVD 88
 PT0774.geopotential number by the normal gravity value computed on the
 PT0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0774.degrees latitude (g = 980.6199 gals.).
 PT0774
 PT0774.The modeled gravity was interpolated from observed gravity values.
 PT0774
 PT0774;                    North         East    Units  Estimated Accuracy
 PT0774;SPC SD S     -   190,290.      488,200.      MT  (+/- 180 meters Scaled)
 PT0774
 PT0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP813796(NAD 83)
 PT0774
 PT0774                          SUPERSEDED SURVEY CONTROL
 PT0774
 PT0774  NGVD 29 (??/??/92)  704.353  (m)         2310.86   (f) ADJ UNCH    2 0
 PT0774
 PT0774.Superseded values are not recommended for survey control.
 PT0774
 PT0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0774.See file dsdata.pdf to determine how the superseded data were derived.
 PT0774
 PT0774_MARKER: DB = BENCH MARK DISK
 PT0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0774_STAMPING: M 384 1962
 PT0774_MARK LOGO: CGS
 PT0774_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0774+STABILITY: SURFACE MOTION
 PT0774
 PT0774  HISTORY     - Date     Condition        Report By
 PT0774  HISTORY     - 1962     MONUMENTED       CGS
 PT0774
 PT0774                          STATION DESCRIPTION
 PT0774
 PT0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0774'4.4 MI W FROM PHILIP.
 PT0774'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0774'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0774'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0774'HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, IN
 PT0774'SECTION 20, T 1 N, R 20 E, 714 FEET SOUTH OF THE CENTER LINE
 PT0774'OF AN EAST-WEST ROAD, 70 FEET SOUTHWEST OF THE CENTER LINE OF A
 PT0774'NORTH-SOUTH ROAD, 156 FEET SOUTHEAST OF A TELEPHONE POLE,
 PT0774'1 1/2 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL
 PT0774'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PT0774'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0148 ***********************************************************************
 OT0148  DESIGNATION -  M 385
 OT0148  PID         -  OT0148
 OT0148  STATE/COUNTY-  SD/PENNINGTON
 OT0148  COUNTRY     -  US
 OT0148  USGS QUAD   -  WALL SE (2017)
 OT0148
 OT0148                         *CURRENT SURVEY CONTROL
 OT0148  ______________________________________________________________________
 OT0148* NAD 83(1986) POSITION- 43 49 22.     (N) 102 07 09.     (W)   SCALED
 OT0148* NAVD 88 ORTHO HEIGHT -   823.990 (meters)     2703.37  (feet) ADJUSTED
 OT0148  ______________________________________________________________________
 OT0148  GEOID HEIGHT    -        -19.441 (meters)                     GEOID18
 OT0148  DYNAMIC HEIGHT  -        823.724 (meters)     2702.50  (feet) COMP
 OT0148  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 OT0148
 OT0148  VERT ORDER      -  SECOND    CLASS 0
 OT0148
 OT0148.The horizontal coordinates were scaled from a map and have
 OT0148.an estimated accuracy of +/- 6 seconds.
 OT0148
 OT0148.The orthometric height was determined by differential leveling and
 OT0148.adjusted by the NATIONAL GEODETIC SURVEY
 OT0148.in June 1991.
 OT0148
 OT0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0148.GEOID18 height accuracy estimate available here.
 OT0148
 OT0148.Click photographs - Photos may exist for this station.
 OT0148
 OT0148.The dynamic height is computed by dividing the NAVD 88
 OT0148.geopotential number by the normal gravity value computed on the
 OT0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0148.degrees latitude (g = 980.6199 gals.).
 OT0148
 OT0148.The modeled gravity was interpolated from observed gravity values.
 OT0148
 OT0148;                    North         East    Units  Estimated Accuracy
 OT0148;SPC SD S     -   167,010.      456,360.      MT  (+/- 180 meters Scaled)
 OT0148
 OT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ316562(NAD 83)
 OT0148
 OT0148                          SUPERSEDED SURVEY CONTROL
 OT0148
 OT0148  NGVD 29 (??/??/92)  823.521  (m)         2701.84   (f) ADJ UNCH    2 0
 OT0148
 OT0148.Superseded values are not recommended for survey control.
 OT0148
 OT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0148.See file dsdata.pdf to determine how the superseded data were derived.
 OT0148
 OT0148_MARKER: DB = BENCH MARK DISK
 OT0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0148_STAMPING: M 385 1962
 OT0148_MARK LOGO: CGS
 OT0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0148+STABILITY: SURFACE MOTION
 OT0148
 OT0148  HISTORY     - Date     Condition        Report By
 OT0148  HISTORY     - 1962     MONUMENTED       CGS
 OT0148
 OT0148                          STATION DESCRIPTION
 OT0148
 OT0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0148'15.8 MI S FROM QUINN.
 OT0148'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0148'AT QUINN THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0148'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0148'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0148'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES
 OT0148'SOUTH ALONG A BLADED DIRT ROAD, THENCE 2.0 MILES EAST ALONG A
 OT0148'BLADED DIRT ROAD, THENCE 0.2 MILES NORTH ALONG A TRAIL ROAD IN
 OT0148'SECTION 31, T 2 S, R 17 E, 69 FEET WEST OF THE CENTER LINE OF
 OT0148'THE TRAIL ROAD, 2 1/2 FEET EAST OF A FENCE, 0.5 FEET EAST OF
 OT0148'AN 18-INCH CONCRETE CYLINDER, ABOUT 3 FEET ABOVE THE LEVEL OF
 OT0148'THE ROAD, AND SET IN THE EAST EDGE OF THE BASE OF AN 18-INCH
 OT0148'CONCRETE CYLINDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0583 ***********************************************************************
 OS0583  DESIGNATION -  M 386
 OS0583  PID         -  OS0583
 OS0583  STATE/COUNTY-  SD/JACKSON
 OS0583  COUNTRY     -  US
 OS0583  USGS QUAD   -  COTTONWOOD (2017)
 OS0583
 OS0583                         *CURRENT SURVEY CONTROL
 OS0583  ______________________________________________________________________
 OS0583* NAD 83(1986) POSITION- 43 57 50.     (N) 101 54 53.     (W)   SCALED
 OS0583* NAVD 88 ORTHO HEIGHT -   735.584 (meters)     2413.33  (feet) ADJUSTED
 OS0583  ______________________________________________________________________
 OS0583  GEOID HEIGHT    -        -20.171 (meters)                     GEOID18
 OS0583  DYNAMIC HEIGHT  -        735.360 (meters)     2412.59  (feet) COMP
 OS0583  MODELED GRAVITY -    980,290.0   (mgal)                       NAVD 88
 OS0583
 OS0583  VERT ORDER      -  SECOND    CLASS 0
 OS0583
 OS0583.The horizontal coordinates were scaled from a map and have
 OS0583.an estimated accuracy of +/- 6 seconds.
 OS0583
 OS0583.The orthometric height was determined by differential leveling and
 OS0583.adjusted by the NATIONAL GEODETIC SURVEY
 OS0583.in June 1991.
 OS0583
 OS0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0583.GEOID18 height accuracy estimate available here.
 OS0583
 OS0583.Click photographs - Photos may exist for this station.
 OS0583
 OS0583.The dynamic height is computed by dividing the NAVD 88
 OS0583.geopotential number by the normal gravity value computed on the
 OS0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0583.degrees latitude (g = 980.6199 gals.).
 OS0583
 OS0583.The modeled gravity was interpolated from observed gravity values.
 OS0583
 OS0583;                    North         East    Units  Estimated Accuracy
 OS0583;SPC SD S     -   182,350.      473,100.      MT  (+/- 180 meters Scaled)
 OS0583
 OS0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP661719(NAD 83)
 OS0583
 OS0583                          SUPERSEDED SURVEY CONTROL
 OS0583
 OS0583  NGVD 29 (??/??/92)  735.130  (m)         2411.84   (f) ADJ UNCH    2 0
 OS0583
 OS0583.Superseded values are not recommended for survey control.
 OS0583
 OS0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0583.See file dsdata.pdf to determine how the superseded data were derived.
 OS0583
 OS0583_MARKER: DB = BENCH MARK DISK
 OS0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0583_SP_SET: BRIDGE ABUTMENT
 OS0583_STAMPING: M 386 1962
 OS0583_MARK LOGO: CGS
 OS0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0583
 OS0583  HISTORY     - Date     Condition        Report By
 OS0583  HISTORY     - 1962     MONUMENTED       CGS
 OS0583
 OS0583                          STATION DESCRIPTION
 OS0583
 OS0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0583'0.8 MI SW FROM COTTONWOOD.
 OS0583'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0583'COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14 AT THE
 OS0583'Y JUNCTION OF THE OLD AND NEW HIGHWAY IN SECTION 14, T 1 S, R
 OS0583'18 E, 49 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 102
 OS0583'FEET SOUTH OF THE CENTER LINE OF THE NEW HIGHWAY, 14 FEET SOUTH
 OS0583'OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A NORTH-SOUTH FENCE, 13
 OS0583'FEET SOUTH OF A EAST-WEST FENCE, 0.3 FEET NORTHWEST OF THE
 OS0583'CONCRETE CYLINDER, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 OS0583'BASE OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0425 ***********************************************************************
 OS0425  DESIGNATION -  M 387
 OS0425  PID         -  OS0425
 OS0425  STATE/COUNTY-  SD/JACKSON
 OS0425  COUNTRY     -  US
 OS0425  USGS QUAD   -  KADOKA NE (2017)
 OS0425
 OS0425                         *CURRENT SURVEY CONTROL
 OS0425  ______________________________________________________________________
 OS0425* NAD 83(1986) POSITION- 43 56 14.     (N) 101 37 21.     (W)   SCALED
 OS0425* NAVD 88 ORTHO HEIGHT -   735.580 (meters)     2413.32  (feet) ADJUSTED
 OS0425  ______________________________________________________________________
 OS0425  GEOID HEIGHT    -        -21.234 (meters)                     GEOID18
 OS0425  DYNAMIC HEIGHT  -        735.351 (meters)     2412.56  (feet) COMP
 OS0425  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 OS0425
 OS0425  VERT ORDER      -  SECOND    CLASS 0
 OS0425
 OS0425.The horizontal coordinates were scaled from a map and have
 OS0425.an estimated accuracy of +/- 6 seconds.
 OS0425
 OS0425.The orthometric height was determined by differential leveling and
 OS0425.adjusted by the NATIONAL GEODETIC SURVEY
 OS0425.in June 1991.
 OS0425
 OS0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0425.GEOID18 height accuracy estimate available here.
 OS0425
 OS0425.Click photographs - Photos may exist for this station.
 OS0425
 OS0425.The dynamic height is computed by dividing the NAVD 88
 OS0425.geopotential number by the normal gravity value computed on the
 OS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0425.degrees latitude (g = 980.6199 gals.).
 OS0425
 OS0425.The modeled gravity was interpolated from observed gravity values.
 OS0425
 OS0425;                    North         East    Units  Estimated Accuracy
 OS0425;SPC SD S     -   178,980.      496,500.      MT  (+/- 180 meters Scaled)
 OS0425
 OS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP895682(NAD 83)
 OS0425
 OS0425                          SUPERSEDED SURVEY CONTROL
 OS0425
 OS0425  NGVD 29 (??/??/92)  735.121  (m)         2411.81   (f) ADJ UNCH    2 0
 OS0425
 OS0425.Superseded values are not recommended for survey control.
 OS0425
 OS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0425.See file dsdata.pdf to determine how the superseded data were derived.
 OS0425
 OS0425_MARKER: DB = BENCH MARK DISK
 OS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0425_STAMPING: M 387 1962
 OS0425_MARK LOGO: CGS
 OS0425_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0425+STABILITY: SURFACE MOTION
 OS0425
 OS0425  HISTORY     - Date     Condition        Report By
 OS0425  HISTORY     - 1962     MONUMENTED       CGS
 OS0425
 OS0425                          STATION DESCRIPTION
 OS0425
 OS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0425'9.4 MI SE FROM PHILIP.
 OS0425'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0425'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 2.0 MILES
 OS0425'EAST ALONG A GRAVELED ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE
 OS0425'ROAD, 21 FEET WEST OF CENTER OF WIRE GATE AND TRAIL ROAD NORTH,
 OS0425'22 FEET EAST OF A NORTH-SOUTH SECTION LINE FENCE, 6 FEET WEST OF A
 OS0425'POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.3 FEET NORTH OF A METAL
 OS0425'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OS0425'CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0545 ***********************************************************************
 OS0545  DESIGNATION -  M 389
 OS0545  PID         -  OS0545
 OS0545  STATE/COUNTY-  SD/JACKSON
 OS0545  COUNTRY     -  US
 OS0545  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0545
 OS0545                         *CURRENT SURVEY CONTROL
 OS0545  ______________________________________________________________________
 OS0545* NAD 83(1986) POSITION- 43 50 07.     (N) 101 52 13.     (W)   SCALED
 OS0545* NAVD 88 ORTHO HEIGHT -   754.197 (meters)     2474.39  (feet) ADJUSTED
 OS0545  ______________________________________________________________________
 OS0545  GEOID HEIGHT    -        -20.282 (meters)                     GEOID18
 OS0545  DYNAMIC HEIGHT  -        753.958 (meters)     2473.61  (feet) COMP
 OS0545  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 OS0545
 OS0545  VERT ORDER      -  FIRST     CLASS II
 OS0545
 OS0545.The horizontal coordinates were scaled from a map and have
 OS0545.an estimated accuracy of +/- 6 seconds.
 OS0545
 OS0545.The orthometric height was determined by differential leveling and
 OS0545.adjusted by the NATIONAL GEODETIC SURVEY
 OS0545.in September 1993.
 OS0545
 OS0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0545.GEOID18 height accuracy estimate available here.
 OS0545
 OS0545.Click photographs - Photos may exist for this station.
 OS0545
 OS0545.The dynamic height is computed by dividing the NAVD 88
 OS0545.geopotential number by the normal gravity value computed on the
 OS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0545.degrees latitude (g = 980.6199 gals.).
 OS0545
 OS0545.The modeled gravity was interpolated from observed gravity values.
 OS0545
 OS0545;                    North         East    Units  Estimated Accuracy
 OS0545;SPC SD S     -   168,000.      476,410.      MT  (+/- 180 meters Scaled)
 OS0545
 OS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP692575(NAD 83)
 OS0545
 OS0545                          SUPERSEDED SURVEY CONTROL
 OS0545
 OS0545  NAVD 88 (06/15/91)  754.205  (m)         2474.42   (f) SUPERSEDED  1 2
 OS0545  NGVD 29 (??/??/92)  753.766  (m)         2472.98   (f) ADJ UNCH    1 2
 OS0545
 OS0545.Superseded values are not recommended for survey control.
 OS0545
 OS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0545.See file dsdata.pdf to determine how the superseded data were derived.
 OS0545
 OS0545_MARKER: DB = BENCH MARK DISK
 OS0545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OS0545_SP_SET: ABUTMENT
 OS0545_STAMPING: M 389 1962
 OS0545_MARK LOGO: CGS
 OS0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0545+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0545
 OS0545  HISTORY     - Date     Condition        Report By
 OS0545  HISTORY     - 1962     MONUMENTED       CGS
 OS0545  HISTORY     - 1985     GOOD             NGS
 OS0545  HISTORY     - 19910713 GOOD             NGS
 OS0545  HISTORY     - 20130116 GOOD             INDIV
 OS0545
 OS0545                          STATION DESCRIPTION
 OS0545
 OS0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0545'18.8 MI W FROM KADOKA.
 OS0545'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0545'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 18.35
 OS0545'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40, 15 FEET
 OS0545'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE
 OS0545'THE LEVEL OF THE HIGHWAY, AND SET IN THE SOUTH END OF THE
 OS0545'EAST ABUTMENT OF A NEW CONCRETE AND STEEL BRIDGE OVER
 OS0545'BIG BUFFALO CREEK.
 OS0545
 OS0545                          STATION RECOVERY (1985)
 OS0545
 OS0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0545'THE MARK IS 0.2 M ABOVE THE ROAD.
 OS0545'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.85 KM
 OS0545'(17.4 MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH
 OS0545'AT KADOKA, IN TOP OF AND 0.3 METER (1 FT) NORTH OF THE SOUTH END OF
 OS0545'THE EAST ABUTMENT FOR THE SOUTH FRONTAGE ROAD BRIDGE OVER BIG BUFFALO
 OS0545'CREEK, 0.2 KM (0.15 MI) WEST OF MILEPOST 133, 50.3 METERS (165 FT)
 OS0545'SOUTH ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE
 OS0545'AND 4.5 METERS (15 FT) SOUTH OF THE CENTER OF THE ROAD.
 OS0545
 OS0545                          STATION RECOVERY (1991)
 OS0545
 OS0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0545'27.8 KM (17.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0545'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, IN TOP OF AND 1.4
 OS0545'M (4.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A
 OS0545'FRONTAGE ROAD BRIDGE SPANNING BIG BUFFALO CREEK, 0.2 KM (0.10 MI)
 OS0545'EAST OF MILEPOST 133, 50.3 M (165.0 FT) SOUTH OF THE CENTERLINE OF
 OS0545'THE EASTBOUND LANES OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTH OF THE ROAD
 OS0545'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 OS0545'NOTE--THE PORTION OF THE ABUTMENT THAT THE DISK IS IN HAS BEEN
 OS0545'REBUILT.  IT APPEARS THAT THE DISK WAS REPLACED WHEN THE NEW CONCRETE
 OS0545'WAS POURED.
 OS0545
 OS0545                          STATION RECOVERY (2013)
 OS0545
 OS0545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0070 ***********************************************************************
 PU0070  DESIGNATION -  M 390
 PU0070  PID         -  PU0070
 PU0070  STATE/COUNTY-  SD/MEADE
 PU0070  COUNTRY     -  US
 PU0070  USGS QUAD   -  AVANCE (2017)
 PU0070
 PU0070                         *CURRENT SURVEY CONTROL
 PU0070  ______________________________________________________________________
 PU0070* NAD 83(1986) POSITION- 44 57 54.     (N) 102 12 30.     (W)   SCALED
 PU0070* NAVD 88 ORTHO HEIGHT -   787.898 (meters)     2584.96  (feet) ADJUSTED
 PU0070  ______________________________________________________________________
 PU0070  GEOID HEIGHT    -        -19.091 (meters)                     GEOID18
 PU0070  DYNAMIC HEIGHT  -        787.735 (meters)     2584.43  (feet) COMP
 PU0070  MODELED GRAVITY -    980,382.6   (mgal)                       NAVD 88
 PU0070
 PU0070  VERT ORDER      -  SECOND    CLASS 0
 PU0070
 PU0070.The horizontal coordinates were scaled from a map and have
 PU0070.an estimated accuracy of +/- 6 seconds.
 PU0070
 PU0070.The orthometric height was determined by differential leveling and
 PU0070.adjusted by the NATIONAL GEODETIC SURVEY
 PU0070.in June 1991.
 PU0070
 PU0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0070.GEOID18 height accuracy estimate available here.
 PU0070
 PU0070.Click photographs - Photos may exist for this station.
 PU0070
 PU0070.The dynamic height is computed by dividing the NAVD 88
 PU0070.geopotential number by the normal gravity value computed on the
 PU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0070.degrees latitude (g = 980.6199 gals.).
 PU0070
 PU0070.The modeled gravity was interpolated from observed gravity values.
 PU0070
 PU0070;                    North         East    Units  Estimated Accuracy
 PU0070;SPC SD N     -   128,130.      425,810.      MT  (+/- 180 meters Scaled)
 PU0070
 PU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK201828(NAD 83)
 PU0070
 PU0070                          SUPERSEDED SURVEY CONTROL
 PU0070
 PU0070  NGVD 29 (??/??/92)  787.438  (m)         2583.45   (f) ADJ UNCH    2 0
 PU0070
 PU0070.Superseded values are not recommended for survey control.
 PU0070
 PU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0070.See file dsdata.pdf to determine how the superseded data were derived.
 PU0070
 PU0070_MARKER: DB = BENCH MARK DISK
 PU0070_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0070_STAMPING: M 390 1963
 PU0070_MARK LOGO: CGS
 PU0070_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0070_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0070_ROD/PIPE-DEPTH: 3.4 meters
 PU0070
 PU0070  HISTORY     - Date     Condition        Report By
 PU0070  HISTORY     - 1963     MONUMENTED       CGS
 PU0070
 PU0070                          STATION DESCRIPTION
 PU0070
 PU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0070'12.4 MI SW FROM FAITH.
 PU0070'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0070'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 4.0
 PU0070'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 30, T 12 N, R 16 E,
 PU0070'47 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A POWER
 PU0070'POLE, 35 FEET NORTH OF A T SECTION LINE FENCE LEADING WEST, 25
 PU0070'FEET NORTH OF CENTER OF A WIRE GATE, 1 FOOT EAST OF A FECNCE, 1.0
 PU0070'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 PU0070'OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PU0070'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0070'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0122 ***********************************************************************
 PU0122  DESIGNATION -  M 391
 PU0122  PID         -  PU0122
 PU0122  STATE/COUNTY-  SD/MEADE
 PU0122  COUNTRY     -  US
 PU0122  USGS QUAD   -  MARCUS (2017)
 PU0122
 PU0122                         *CURRENT SURVEY CONTROL
 PU0122  ______________________________________________________________________
 PU0122* NAD 83(1986) POSITION- 44 41 38.     (N) 102 17 19.     (W)   SCALED
 PU0122* NAVD 88 ORTHO HEIGHT -   786.758 (meters)     2581.22  (feet) ADJUSTED
 PU0122  ______________________________________________________________________
 PU0122  GEOID HEIGHT    -        -19.119 (meters)                     GEOID18
 PU0122  DYNAMIC HEIGHT  -        786.570 (meters)     2580.61  (feet) COMP
 PU0122  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 PU0122
 PU0122  VERT ORDER      -  SECOND    CLASS 0
 PU0122
 PU0122.The horizontal coordinates were scaled from a map and have
 PU0122.an estimated accuracy of +/- 6 seconds.
 PU0122
 PU0122.The orthometric height was determined by differential leveling and
 PU0122.adjusted by the NATIONAL GEODETIC SURVEY
 PU0122.in June 1991.
 PU0122
 PU0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0122.GEOID18 height accuracy estimate available here.
 PU0122
 PU0122.Click photographs - Photos may exist for this station.
 PU0122
 PU0122.The dynamic height is computed by dividing the NAVD 88
 PU0122.geopotential number by the normal gravity value computed on the
 PU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0122.degrees latitude (g = 980.6199 gals.).
 PU0122
 PU0122.The modeled gravity was interpolated from observed gravity values.
 PU0122
 PU0122;                    North         East    Units  Estimated Accuracy
 PU0122;SPC SD N     -    98,190.      418,620.      MT  (+/- 180 meters Scaled)
 PU0122
 PU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK148525(NAD 83)
 PU0122
 PU0122                          SUPERSEDED SURVEY CONTROL
 PU0122
 PU0122  NGVD 29 (??/??/92)  786.295  (m)         2579.70   (f) ADJ UNCH    2 0
 PU0122
 PU0122.Superseded values are not recommended for survey control.
 PU0122
 PU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0122.See file dsdata.pdf to determine how the superseded data were derived.
 PU0122
 PU0122_MARKER: DB = BENCH MARK DISK
 PU0122_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0122_STAMPING: M 391 1963
 PU0122_MARK LOGO: CGS
 PU0122_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0122_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0122_ROD/PIPE-DEPTH: 3.0 meters
 PU0122
 PU0122  HISTORY     - Date     Condition        Report By
 PU0122  HISTORY     - 1963     MONUMENTED       CGS
 PU0122  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0122
 PU0122                          STATION DESCRIPTION
 PU0122
 PU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0122'3 MI N FROM MARCUS.
 PU0122'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0122'POST OFFICE AT MARCUS, THENCE 2.5 MILES NORTH ALONG A GRAVELED
 PU0122'ROAD, ON THE OUTSIDE OF A CURVE, IN SECTION 33, T 9 N, R 15 E,
 PU0122'37 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST
 PU0122'OF A FENCE, 1.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 PU0122'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 PU0122'THAT IS DRIVEN TO A DEPTH OF 10 FEET AND IS ENCLOSED IN A
 PU0122'6-INCH TILE PROJECTING 8 INCHES.
 PU0122
 PU0122                          STATION RECOVERY (1981)
 PU0122
 PU0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0303 ***********************************************************************
 OT0303  DESIGNATION -  M 392
 OT0303  PID         -  OT0303
 OT0303  STATE/COUNTY-  SD/CUSTER
 OT0303  COUNTRY     -  US
 OT0303  USGS QUAD   -  HERMOSA (2017)
 OT0303
 OT0303                         *CURRENT SURVEY CONTROL
 OT0303  ______________________________________________________________________
 OT0303* NAD 83(1986) POSITION- 43 49 30.7    (N) 103 11 50.3    (W)   HD_HELD2
 OT0303* NAVD 88 ORTHO HEIGHT -  1008.799 (meters)     3309.70  (feet) ADJUSTED
 OT0303  ______________________________________________________________________
 OT0303  GEOID HEIGHT    -        -16.073 (meters)                     GEOID18
 OT0303  DYNAMIC HEIGHT  -       1008.422 (meters)     3308.46  (feet) COMP
 OT0303  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 OT0303
 OT0303  VERT ORDER      -  FIRST     CLASS II
 OT0303
 OT0303.The horizontal coordinates were established by autonomous hand held GPS
 OT0303.observations and have an estimated accuracy of +/- 10 meters.
 OT0303
 OT0303.The orthometric height was determined by differential leveling and
 OT0303.adjusted by the NATIONAL GEODETIC SURVEY
 OT0303.in June 1991.
 OT0303
 OT0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0303.GEOID18 height accuracy estimate available here.
 OT0303
 OT0303.Click photographs - Photos may exist for this station.
 OT0303
 OT0303.The dynamic height is computed by dividing the NAVD 88
 OT0303.geopotential number by the normal gravity value computed on the
 OT0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0303.degrees latitude (g = 980.6199 gals.).
 OT0303
 OT0303.The modeled gravity was interpolated from observed gravity values.
 OT0303
 OT0303;                    North         East    Units  Estimated Accuracy
 OT0303;SPC SD S     -   169,705.      369,684.      MT  (+/- 10 meters HH2 GPS)
 OT0303
 OT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4495454037(NAD 83)
 OT0303
 OT0303                          SUPERSEDED SURVEY CONTROL
 OT0303
 OT0303  NGVD 29 (??/??/92) 1008.305  (m)         3308.08   (f) ADJ UNCH    1 2
 OT0303
 OT0303.Superseded values are not recommended for survey control.
 OT0303
 OT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0303.See file dsdata.pdf to determine how the superseded data were derived.
 OT0303
 OT0303_MARKER: DB = BENCH MARK DISK
 OT0303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0303_SP_SET: STONE WINGWALL
 OT0303_STAMPING: M 392 1963
 OT0303_MARK LOGO: CGS
 OT0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0303+STABILITY: SURFACE MOTION
 OT0303
 OT0303  HISTORY     - Date     Condition        Report By
 OT0303  HISTORY     - 1963     MONUMENTED       CGS
 OT0303  HISTORY     - 1985     GOOD             NGS
 OT0303
 OT0303                          STATION DESCRIPTION
 OT0303
 OT0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0303'1 MI S FROM HERMOSA.
 OT0303'ABOUT 1.05 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0303'FROM THE STATION AT HERMOSA, IN SECTION 5, T 3 S, R 8 E, IN A
 OT0303'BRIDGE OVER A DRY CREEK, ON AN EAST-WEST GRAVELED ROAD, 282 FEET
 OT0303'EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD,
 OT0303'263 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13 FEET SOUTH OF THE CENTER
 OT0303'LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 OT0303'OF THE CONCRETE CAP ON THE SOUTH END OF THE WEST STONE ABUTMENT
 OT0303'OF THE BRIDGE.
 OT0303
 OT0303                          STATION RECOVERY (1985)
 OT0303
 OT0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0303'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 OT0303'MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 40
 OT0303'EAST AT HERMOSA, THENCE 0.16 KM (0.1 MI) EAST ALONG COUNTY ROAD 8, IN
 OT0303'TOP OF THE NORTHEAST END OF THE CONCRETE CAPPED SOUTHWEST STONE
 OT0303'WINGWALL FOR A WOODEN BRIDGE, 3.9 METERS (13 FT) SOUTH OF THE CENTER
 OT0303'OF THE ROAD.
 OT0303'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0134 ***********************************************************************
 QT0134  DESIGNATION -  M 393
 QT0134  PID         -  QT0134
 QT0134  STATE/COUNTY-  SD/MEADE
 QT0134  COUNTRY     -  US
 QT0134  USGS QUAD   -  FAITH (2017)
 QT0134
 QT0134                         *CURRENT SURVEY CONTROL
 QT0134  ______________________________________________________________________
 QT0134* NAD 83(1986) POSITION- 45 01 19.     (N) 102 02 46.     (W)   SCALED
 QT0134* NAVD 88 ORTHO HEIGHT -   788.419 (meters)     2586.67  (feet) ADJUSTED
 QT0134  ______________________________________________________________________
 QT0134  GEOID HEIGHT    -        -19.431 (meters)                     GEOID18
 QT0134  DYNAMIC HEIGHT  -        788.265 (meters)     2586.17  (feet) COMP
 QT0134  MODELED GRAVITY -    980,395.2   (mgal)                       NAVD 88
 QT0134
 QT0134  VERT ORDER      -  FIRST     CLASS II
 QT0134
 QT0134.The horizontal coordinates were scaled from a map and have
 QT0134.an estimated accuracy of +/- 6 seconds.
 QT0134
 QT0134.The orthometric height was determined by differential leveling and
 QT0134.adjusted by the NATIONAL GEODETIC SURVEY
 QT0134.in June 1991.
 QT0134
 QT0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0134.GEOID18 height accuracy estimate available here.
 QT0134
 QT0134.Click photographs - Photos may exist for this station.
 QT0134
 QT0134.The dynamic height is computed by dividing the NAVD 88
 QT0134.geopotential number by the normal gravity value computed on the
 QT0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0134.degrees latitude (g = 980.6199 gals.).
 QT0134
 QT0134.The modeled gravity was interpolated from observed gravity values.
 QT0134
 QT0134;                    North         East    Units  Estimated Accuracy
 QT0134;SPC SD N     -   134,120.      438,760.      MT  (+/- 180 meters Scaled)
 QT0134
 QT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK327896(NAD 83)
 QT0134
 QT0134                          SUPERSEDED SURVEY CONTROL
 QT0134
 QT0134  NGVD 29 (??/??/92)  787.966  (m)         2585.19   (f) ADJ UNCH    1 2
 QT0134
 QT0134.Superseded values are not recommended for survey control.
 QT0134
 QT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0134.See file dsdata.pdf to determine how the superseded data were derived.
 QT0134
 QT0134_MARKER: DB = BENCH MARK DISK
 QT0134_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0134_STAMPING: M 393 1963
 QT0134_MARK LOGO: CGS
 QT0134_PROJECTION: FLUSH
 QT0134_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0134+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1996
 QT0134_ROD/PIPE-DEPTH: 3.7 meters
 QT0134
 QT0134  HISTORY     - Date     Condition        Report By
 QT0134  HISTORY     - 1963     MONUMENTED       CGS
 QT0134  HISTORY     - 1981     GOOD             NGS
 QT0134  HISTORY     - 19870527 GOOD             NGS
 QT0134  HISTORY     - 19960425 GOOD             NGS
 QT0134  HISTORY     - 19960713 GOOD             NGS
 QT0134
 QT0134                          STATION DESCRIPTION
 QT0134
 QT0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0134'0.4 MI W FROM FAITH.
 QT0134'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0134'FAITH, THENCE 0.3 MILE WEST ALONG U.S. HIGHWAY 212 TO THE JUNCTION
 QT0134'OF STATE HIGHWAY 73, AT THE WEST EDGE OF FAITH, 53 FEET
 QT0134'EAST-SOUTHEAST OF A STATUE, 33 FEET WEST OF THE CENTER LINE OF
 QT0134'STATE HIGHWAY 73, 121 FEET SOUTH OF THE CENTER LINE OF U.S.
 QT0134'HIGHWAY 212, 9 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A METAL
 QT0134'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 QT0134'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12
 QT0134'FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 QT0134
 QT0134                          STATION RECOVERY (1981)
 QT0134
 QT0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0134'AT THE JUNCTION OF HIGHWAYS 212 AND 73 AT THE NORTHWEST EDGE OF
 QT0134'FAITH, 36.6 M (120 FT) SOUTH OF THE CENTER OF HIGHWAY 212, 16.2 M (53
 QT0134'FT) EAST-SOUTHEAST OF A STATUE 9.9 M (32.5 FT) WEST OF THE CENTER OF
 QT0134'HIGHWAY 73 AND 0.15 M (0.5 FT) EAST OF A WHITE FENCE.
 QT0134
 QT0134                          STATION RECOVERY (1987)
 QT0134
 QT0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 QT0134'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0134'FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, TO THE
 QT0134'JUNCTION OF STATE HIGHWAY 73 (FIFTH AVENUE WEST) AT THE WEST EDGE
 QT0134'OF FAITH, 16.1 M (52.8 FT) EAST-SOUTHEAST OF A SMALL STATUE,
 QT0134'10.1 M WEST FROM THE CENTER OF 73, 0.3 M (1.0 FT) EAST FROM A RAIL
 QT0134'FENCE AROUND THE STATUE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST,
 QT0134'0.3 METERS WEST FROM A WITNESS POST, 0.9 M (3.0 FT) NORTH FROM THE
 QT0134'SOUTHEAST RAIL FENCE CORNER, ON THE TOP OF A 5/8-INCH COPPER COATED
 QT0134'ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET, ENCASED IN A 6-INCH TILE
 QT0134'THAT IS FLUSH WITH SURFACE AND ABOUT LEVEL WITH 73.  IN THE NORTHEAST
 QT0134'CORNER OF THE NE 1/4 OF SECTION 9, T 12 N, R 17 E.  1.6 KM (1.00 MI)
 QT0134'NORTH OF BENCH MARK K 394.
 QT0134
 QT0134                          STATION RECOVERY (1996)
 QT0134
 QT0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0134'IN FAITH, AT THE INTERSECTION OF U.S. HIGHWAY 212 AND STATE HIGHWAY
 QT0134'73, 102.0 M (334.6 FT) EAST OF MILEPOST 114, 36.0 M (118.1 FT) SOUTH
 QT0134'OF THE CENTERLINE OF THE U.S. HIGHWAY, 9.7 M (31.8 FT) WEST OF THE
 QT0134'CENTERLINE OF THE STATE HIGHWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 QT0134'HIGHWAY, 0.1 M (0.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.1 M
 QT0134'(0.3 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 QT0134'6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 QT0134
 QT0134                          STATION RECOVERY (1996)
 QT0134
 QT0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0134'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2398 ***********************************************************************
 PU2398  DESIGNATION -  M 394 RESET
 PU2398  PID         -  PU2398
 PU2398  STATE/COUNTY-  SD/MEADE
 PU2398  COUNTRY     -  US
 PU2398  USGS QUAD   -  DURKEE LAKE (2017)
 PU2398
 PU2398                         *CURRENT SURVEY CONTROL
 PU2398  ______________________________________________________________________
 PU2398* NAD 83(1986) POSITION- 44 54 18.     (N) 102 02 42.     (W)   SCALED
 PU2398* NAVD 88 ORTHO HEIGHT -   733.400 (meters)     2406.16  (feet) ADJUSTED
 PU2398  ______________________________________________________________________
 PU2398  GEOID HEIGHT    -        -19.621 (meters)                     GEOID18
 PU2398  DYNAMIC HEIGHT  -        733.247 (meters)     2405.66  (feet) COMP
 PU2398  MODELED GRAVITY -    980,384.1   (mgal)                       NAVD 88
 PU2398
 PU2398  VERT ORDER      -  FIRST     CLASS II
 PU2398
 PU2398.The horizontal coordinates were scaled from a map and have
 PU2398.an estimated accuracy of +/- 6 seconds.
 PU2398
 PU2398.The orthometric height was determined by differential leveling and
 PU2398.adjusted by the NATIONAL GEODETIC SURVEY
 PU2398.in July 1998.
 PU2398
 PU2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2398.GEOID18 height accuracy estimate available here.
 PU2398
 PU2398.Click photographs - Photos may exist for this station.
 PU2398
 PU2398.The dynamic height is computed by dividing the NAVD 88
 PU2398.geopotential number by the normal gravity value computed on the
 PU2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2398.degrees latitude (g = 980.6199 gals.).
 PU2398
 PU2398.The modeled gravity was interpolated from observed gravity values.
 PU2398
 PU2398;                    North         East    Units  Estimated Accuracy
 PU2398;SPC SD N     -   121,130.      438,520.      MT  (+/- 180 meters Scaled)
 PU2398
 PU2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK332766(NAD 83)
 PU2398
 PU2398                          SUPERSEDED SURVEY CONTROL
 PU2398
 PU2398  NGVD 29 (04/17/07)  732.92   (m)         2404.6    (f) RESET       3  
 PU2398
 PU2398.Superseded values are not recommended for survey control.
 PU2398
 PU2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2398.See file dsdata.pdf to determine how the superseded data were derived.
 PU2398
 PU2398_MARKER: DV = VERTICAL CONTROL DISK
 PU2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2398_STAMPING: M 394 RESET 1987
 PU2398_MARK LOGO: NGS
 PU2398_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2398+STABILITY: SURFACE MOTION
 PU2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2398+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2398
 PU2398  HISTORY     - Date     Condition        Report By
 PU2398  HISTORY     - 1987     MONUMENTED       NGS
 PU2398  HISTORY     - 19960711 GOOD             NGS
 PU2398
 PU2398                          STATION DESCRIPTION
 PU2398
 PU2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2398'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2398'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2398'SOUTH, 13.7 KM (8.50 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST
 PU2398'IN FAITH), 30.8 M (101.0 FT) EAST FROM THE CENTER OF STATE
 PU2398'HIGHWAY 73, 0.3 M (1.0 FT) WEST FROM A WITNESS POST, IN THE TOP
 PU2398'OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE.
 PU2398'182.3 M (598.1 FT) SOUTH FROM THE SECTION LINE,
 PU2398'IN THE NE 1/4, SEC 22, T 11 N, R 17 E,
 PU2398'0.65 KM (0.4 MI) NORTH OF BENCH MARK MEADE AZ MK 2 1987.
 PU2398
 PU2398                          STATION RECOVERY (1996)
 PU2398
 PU2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2398'13.2 KM (8.20 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2398'OF U.S. HIGHWAY 212 IN FAITH, 284.0 M (931.8 FT) NORTH OF MILEPOST
 PU2398'166, 32.1 M (105.3 FT) SOUTH OF A FENCE CORNER, 30.8 M (101.0 FT) EAST
 PU2398'OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PU2398'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 PU2398'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2412 ***********************************************************************
 PU2412  DESIGNATION -  M 395 RESET
 PU2412  PID         -  PU2412
 PU2412  STATE/COUNTY-  SD/MEADE
 PU2412  COUNTRY     -  US
 PU2412  USGS QUAD   -  AVANCE SE (2017)
 PU2412
 PU2412                         *CURRENT SURVEY CONTROL
 PU2412  ______________________________________________________________________
 PU2412* NAD 83(1986) POSITION- 44 45 23.20   (N) 102 03 17.86   (W)   HD_HELD1
 PU2412* NAVD 88 ORTHO HEIGHT -   691.978 (meters)     2270.26  (feet) ADJUSTED
 PU2412  ______________________________________________________________________
 PU2412  GEOID HEIGHT    -        -19.757 (meters)                     GEOID18
 PU2412  DYNAMIC HEIGHT  -        691.826 (meters)     2269.77  (feet) COMP
 PU2412  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 PU2412
 PU2412  VERT ORDER      -  FIRST     CLASS II
 PU2412
 PU2412.The horizontal coordinates were determined by differentially corrected
 PU2412.hand held GPS observations or other comparable positioning techniques
 PU2412.and have an estimated accuracy of +/- 3 meters.
 PU2412
 PU2412.The orthometric height was determined by differential leveling and
 PU2412.adjusted by the NATIONAL GEODETIC SURVEY
 PU2412.in July 1998.
 PU2412
 PU2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2412.GEOID18 height accuracy estimate available here.
 PU2412
 PU2412.Click photographs - Photos may exist for this station.
 PU2412
 PU2412.The dynamic height is computed by dividing the NAVD 88
 PU2412.geopotential number by the normal gravity value computed on the
 PU2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2412.degrees latitude (g = 980.6199 gals.).
 PU2412
 PU2412.The modeled gravity was interpolated from observed gravity values.
 PU2412
 PU2412;                    North         East    Units  Estimated Accuracy
 PU2412;SPC SD N     -   104,642.9     437,313.1     MT  (+/- 3 meters HH1 GPS) 
 PU2412
 PU2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3309660114(NAD 83)
 PU2412
 PU2412                          SUPERSEDED SURVEY CONTROL
 PU2412
 PU2412  NGVD 29 (04/17/07)  691.53   (m)         2268.8    (f) RESET       3  
 PU2412
 PU2412.Superseded values are not recommended for survey control.
 PU2412
 PU2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2412.See file dsdata.pdf to determine how the superseded data were derived.
 PU2412
 PU2412_MARKER: DV = VERTICAL CONTROL DISK
 PU2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2412_STAMPING: M 395 RESET 1988
 PU2412_MARK LOGO: NGS
 PU2412_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2412+STABILITY: SURFACE MOTION
 PU2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2412+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2412
 PU2412  HISTORY     - Date     Condition        Report By
 PU2412  HISTORY     - 1988     MONUMENTED       NGS
 PU2412  HISTORY     - 19960711 GOOD             NGS
 PU2412
 PU2412                          STATION DESCRIPTION
 PU2412
 PU2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2412'15.8 KM (9.80 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2412'WITH STATE HIGHWAY 34 AT HOWES, AT AN APPROACH, 24.1 M (79.1 FT)
 PU2412'EAST FROM THE CENTER OF 73, 6.2 M (20.3 FT) SOUTH FROM THE CENTER
 PU2412'OF A GATE, 1.22 M (4.0 FT) EAST FROM A FENCE, 0.3 M (1.0 FT) EAST
 PU2412'FROM A WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 PU2412'IS FLUSH WITH THE SURFACE.
 PU2412
 PU2412                          STATION RECOVERY (1996)
 PU2412
 PU2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2412'15.6 KM (9.70 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2412'OF STATE HIGHWAY 34 IN HOWES, 259.0 M (849.7 FT) SOUTH OF MILEPOST
 PU2412'156, 24.1 M (79.1 FT) EAST OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT)
 PU2412'SOUTH OF THE CENTER OF A GATE, 1.2 M (3.9 FT) EAST OF A FENCE, 0.5 M
 PU2412'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 PU2412'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0368 ***********************************************************************
 OT0368  DESIGNATION -  M 396
 OT0368  PID         -  OT0368
 OT0368  STATE/COUNTY-  SD/FALL RIVER
 OT0368  COUNTRY     -  US
 OT0368  USGS QUAD   -  HOT SPRINGS (2017)
 OT0368
 OT0368                         *CURRENT SURVEY CONTROL
 OT0368  ______________________________________________________________________
 OT0368* NAD 83(1986) POSITION- 43 24 44.     (N) 103 26 47.     (W)   SCALED
 OT0368* NAVD 88 ORTHO HEIGHT -  1018.876 (meters)     3342.76  (feet) ADJUSTED
 OT0368  ______________________________________________________________________
 OT0368  GEOID HEIGHT    -        -15.748 (meters)                     GEOID18
 OT0368  DYNAMIC HEIGHT  -       1018.459 (meters)     3341.39  (feet) COMP
 OT0368  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 OT0368
 OT0368  VERT ORDER      -  FIRST     CLASS II
 OT0368
 OT0368.The horizontal coordinates were scaled from a map and have
 OT0368.an estimated accuracy of +/- 6 seconds.
 OT0368
 OT0368.The orthometric height was determined by differential leveling and
 OT0368.adjusted by the NATIONAL GEODETIC SURVEY
 OT0368.in June 1991.
 OT0368
 OT0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0368.GEOID18 height accuracy estimate available here.
 OT0368
 OT0368.Click photographs - Photos may exist for this station.
 OT0368
 OT0368.The dynamic height is computed by dividing the NAVD 88
 OT0368.geopotential number by the normal gravity value computed on the
 OT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0368.degrees latitude (g = 980.6199 gals.).
 OT0368
 OT0368.The modeled gravity was interpolated from observed gravity values.
 OT0368
 OT0368;                    North         East    Units  Estimated Accuracy
 OT0368;SPC SD S     -   124,580.      347,940.      MT  (+/- 180 meters Scaled)
 OT0368
 OT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ257077(NAD 83)
 OT0368
 OT0368                          SUPERSEDED SURVEY CONTROL
 OT0368
 OT0368  NGVD 29 (??/??/92) 1018.380  (m)         3341.14   (f) ADJ UNCH    1 2
 OT0368
 OT0368.Superseded values are not recommended for survey control.
 OT0368
 OT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0368.See file dsdata.pdf to determine how the superseded data were derived.
 OT0368
 OT0368_MARKER: DB = BENCH MARK DISK
 OT0368_SETTING: 66 = SET IN ROCK OUTCROP
 OT0368_STAMPING: M 396 1963
 OT0368_MARK LOGO: CGS
 OT0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0368+STABILITY: POSITION/ELEVATION WELL
 OT0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0368+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0368
 OT0368  HISTORY     - Date     Condition        Report By
 OT0368  HISTORY     - 1963     MONUMENTED       CGS
 OT0368  HISTORY     - 1985     GOOD             NGS
 OT0368  HISTORY     - 19950410 GOOD             NGS
 OT0368
 OT0368                          STATION DESCRIPTION
 OT0368
 OT0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0368'2 MI SE FROM HOT SPRINGS.
 OT0368'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 385 AND 18 FROM THE POST
 OT0368'OFFICE AT HOT SPRINGS, SET IN A ROCK LEDGE AT THE FOOT OF A
 OT0368'SOLID ROCK CLIFF, 137 FEET NORTHEAST OF THE CENTER LINE OF THE
 OT0368'HIGHWAY, 47 FEET NORTHEAST OF A FENCE, 3.1 FEET NORTH OF A METAL
 OT0368'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 OT0368'SET IN THE TOP OF THE SHARP POINT OF A ROCK LEDGE.
 OT0368
 OT0368                          STATION RECOVERY (1985)
 OT0368
 OT0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0368'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM (1.95
 OT0368'MI) SOUTHEAST ALONG US HIGHWAYS 18 AND 385 FROM THEIR JUNCTION AT HOT
 OT0368'SPRINGS, IN TOP OF THE SOUTHWEST END OF A 2- BY 6-FOOT FLAT TOPPED
 OT0368'SANDSTONE SHELF, IN THE BASE OF A SMALL SANDSTONE CLIFF, IN THE WEST
 OT0368'BASE OF A HIGH ROCKY RIDGE, AT A SECTION OF AN ABANDON HIGHWAY
 OT0368'PAVEMENT, 37.2 METERS (122 FT) NORTHEAST OF THE CENTER OF THE NORTH
 OT0368'BOUND HIGHWAY LANES, 20.7 METERS (68 FT) NORTH OF THE NORTHWEST END OF
 OT0368'A WOODEN RIGHT-OF-WAY FENCE BRACE, 8.8 METERS (29 FT) EAST OF THE
 OT0368'CENTER OF THE OLD HIGHWAY BED AND 1.2 METERS (4 FT) ABOVE THE BASE OF
 OT0368'THE CUT.
 OT0368'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 OT0368'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 OT0368
 OT0368                          STATION RECOVERY (1995)
 OT0368
 OT0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0368'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 385 AND 18 FROM THE POST
 OT0368'OFFICE IN HOT SPRINGS, ON THE HIGHEST POINT OF A LEDGE AT THE BASE OF
 OT0368'A LARGE VERTICAL AREA OF BEDROCK, 898.0 M (2946.2 FT) EAST OF MILEPOST
 OT0368'41, 41.8 M (137.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 14.3 M
 OT0368'(46.9 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) BELOW THE
 OT0368'LEVEL OF THE HIGHWAY, AND 1.0 M (3.3 FT) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0041 ***********************************************************************
 NM0041  DESIGNATION -  M 4
 NM0041  PID         -  NM0041
 NM0041  STATE/COUNTY-  SD/UNION
 NM0041  COUNTRY     -  US
 NM0041  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0041
 NM0041                         *CURRENT SURVEY CONTROL
 NM0041  ______________________________________________________________________
 NM0041* NAD 83(1986) POSITION- 42 32 29.     (N) 096 29 50.     (W)   SCALED
 NM0041* NAVD 88 ORTHO HEIGHT -   337.619 (meters)     1107.67  (feet) ADJUSTED
 NM0041  ______________________________________________________________________
 NM0041  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NM0041  DYNAMIC HEIGHT  -        337.513 (meters)     1107.32  (feet) COMP
 NM0041  MODELED GRAVITY -    980,297.5   (mgal)                       NAVD 88
 NM0041
 NM0041  VERT ORDER      -  FIRST     CLASS II
 NM0041
 NM0041.The horizontal coordinates were scaled from a map and have
 NM0041.an estimated accuracy of +/- 6 seconds.
 NM0041
 NM0041.The orthometric height was determined by differential leveling and
 NM0041.adjusted by the NATIONAL GEODETIC SURVEY
 NM0041.in June 1991.
 NM0041
 NM0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0041.GEOID18 height accuracy estimate available here.
 NM0041
 NM0041.Click photographs - Photos may exist for this station.
 NM0041
 NM0041.The dynamic height is computed by dividing the NAVD 88
 NM0041.geopotential number by the normal gravity value computed on the
 NM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0041.degrees latitude (g = 980.6199 gals.).
 NM0041
 NM0041.The modeled gravity was interpolated from observed gravity values.
 NM0041
 NM0041;                    North         East    Units  Estimated Accuracy
 NM0041;SPC SD S     -    30,390.      915,030.      MT  (+/- 180 meters Scaled)
 NM0041
 NM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN055129(NAD 83)
 NM0041
 NM0041                          SUPERSEDED SURVEY CONTROL
 NM0041
 NM0041  NGVD 29 (??/??/92)  337.45   (m)         1107.1    (f) COMPUTED    1 2
 NM0041
 NM0041.Superseded values are not recommended for survey control.
 NM0041
 NM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0041.See file dsdata.pdf to determine how the superseded data were derived.
 NM0041
 NM0041_MARKER: B = BOLT
 NM0041_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NM0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0041
 NM0041  HISTORY     - Date     Condition        Report By
 NM0041  HISTORY     - 1905     MONUMENTED       CGS
 NM0041  HISTORY     - 1948     GOOD             CGS
 NM0041  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0041
 NM0041                          STATION DESCRIPTION
 NM0041
 NM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0041'2.7 MI NW FROM RIVERSIDE.
 NM0041'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0041'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NM0041'1.2 MILES NORTH ALONG A GRAVEL ROAD, 0.1 MILE NORTH OF THE MC COOK
 NM0041'SCHOOL, IN THE POINT OF A Y ROAD, 100.6 FEET SOUTHWEST OF THE
 NM0041'SOUTHWEST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0041'RAILROAD, 35.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 NM0041'NORTHWEST-SOUTHEAST GRAVEL ROAD, 30.0 FEET EAST OF THE CENTER
 NM0041'LINE OF A NORTH-SOUTH ROAD, 14.4 FEET NORTHWEST OF A TELEPHONE
 NM0041'POLE, 1.7 FEET SOUTHWEST OF A REFERENCE POST, A SQUARE IRON BOLT
 NM0041'SET IN THE TOP OF A GRANITE POST AND SURROUNDED BY THE LETTERS
 NM0041'USBM CHISELED IN THE TOP OF THE POST.
 NM0041
 NM0041                          STATION RECOVERY (2012)
 NM0041
 NM0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1804 ***********************************************************************
 PU1804  DESIGNATION -  M 4 B 1
 PU1804  PID         -  PU1804
 PU1804  STATE/COUNTY-  SD/BUTTE
 PU1804  COUNTRY     -  US
 PU1804  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1804
 PU1804                         *CURRENT SURVEY CONTROL
 PU1804  ______________________________________________________________________
 PU1804* NAD 83(1986) POSITION- 44 58 36.     (N) 103 46 42.     (W)   SCALED
 PU1804* NAVD 88 ORTHO HEIGHT -   969.347 (meters)     3180.27  (feet) ADJUSTED
 PU1804  ______________________________________________________________________
 PU1804  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 PU1804  DYNAMIC HEIGHT  -        969.101 (meters)     3179.46  (feet) COMP
 PU1804  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 PU1804
 PU1804  VERT ORDER      -  FIRST     CLASS II
 PU1804
 PU1804.The horizontal coordinates were scaled from a map and have
 PU1804.an estimated accuracy of +/- 6 seconds.
 PU1804
 PU1804.The orthometric height was determined by differential leveling and
 PU1804.adjusted by the NATIONAL GEODETIC SURVEY
 PU1804.in June 1991.
 PU1804
 PU1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1804.GEOID18 height accuracy estimate available here.
 PU1804
 PU1804.Click photographs - Photos may exist for this station.
 PU1804
 PU1804.The dynamic height is computed by dividing the NAVD 88
 PU1804.geopotential number by the normal gravity value computed on the
 PU1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1804.degrees latitude (g = 980.6199 gals.).
 PU1804
 PU1804.The modeled gravity was interpolated from observed gravity values.
 PU1804
 PU1804;                    North         East    Units  Estimated Accuracy
 PU1804;SPC SD N     -   134,000.      302,100.      MT  (+/- 180 meters Scaled)
 PU1804
 PU1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK963810(NAD 83)
 PU1804
 PU1804                          SUPERSEDED SURVEY CONTROL
 PU1804
 PU1804  NGVD 29 (??/??/92)  968.86   (m)         3178.7    (f) COMPUTED    1 2
 PU1804
 PU1804.Superseded values are not recommended for survey control.
 PU1804
 PU1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1804.See file dsdata.pdf to determine how the superseded data were derived.
 PU1804
 PU1804_MARKER: Z = SEE DESCRIPTION
 PU1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1804_STAMPING: M 4 B 1
 PU1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1804+STABILITY: SURFACE MOTION
 PU1804
 PU1804  HISTORY     - Date     Condition        Report By
 PU1804  HISTORY     - UNK      MONUMENTED       USAF
 PU1804  HISTORY     - 1962     GOOD             CGS
 PU1804
 PU1804                          STATION DESCRIPTION
 PU1804
 PU1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1804'22.8 MI N FROM BELLE FOURCHE.
 PU1804'ABOUT 22.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1804'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1804'0.2 MILE WEST ACROSS COUNTRY, IN SECTION 20, T 12 N, R 3 E,
 PU1804'THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH
 PU1804'CONCRETE CYLINDER PROJECTING 5 FEET.  NOTE-- THE ROD WAS HELD
 PU1804'ON THE TOP SURFACE OF THE TRIBACH OVER THE CENTER HOLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1805 ***********************************************************************
 PU1805  DESIGNATION -  M 4 B 2
 PU1805  PID         -  PU1805
 PU1805  STATE/COUNTY-  SD/BUTTE
 PU1805  COUNTRY     -  US
 PU1805  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1805
 PU1805                         *CURRENT SURVEY CONTROL
 PU1805  ______________________________________________________________________
 PU1805* NAD 83(1986) POSITION- 44 58 42.     (N) 103 46 24.     (W)   SCALED
 PU1805* NAVD 88 ORTHO HEIGHT -   968.550 (meters)     3177.65  (feet) ADJUSTED
 PU1805  ______________________________________________________________________
 PU1805  GEOID HEIGHT    -        -15.952 (meters)                     GEOID18
 PU1805  DYNAMIC HEIGHT  -        968.303 (meters)     3176.84  (feet) COMP
 PU1805  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 PU1805
 PU1805  VERT ORDER      -  FIRST     CLASS II
 PU1805
 PU1805.The horizontal coordinates were scaled from a map and have
 PU1805.an estimated accuracy of +/- 6 seconds.
 PU1805
 PU1805.The orthometric height was determined by differential leveling and
 PU1805.adjusted by the NATIONAL GEODETIC SURVEY
 PU1805.in June 1991.
 PU1805
 PU1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1805.GEOID18 height accuracy estimate available here.
 PU1805
 PU1805.Click photographs - Photos may exist for this station.
 PU1805
 PU1805.The dynamic height is computed by dividing the NAVD 88
 PU1805.geopotential number by the normal gravity value computed on the
 PU1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1805.degrees latitude (g = 980.6199 gals.).
 PU1805
 PU1805.The modeled gravity was interpolated from observed gravity values.
 PU1805
 PU1805;                    North         East    Units  Estimated Accuracy
 PU1805;SPC SD N     -   134,170.      302,500.      MT  (+/- 180 meters Scaled)
 PU1805
 PU1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK967812(NAD 83)
 PU1805
 PU1805                          SUPERSEDED SURVEY CONTROL
 PU1805
 PU1805  NGVD 29 (??/??/92)  968.06   (m)         3176.0    (f) COMPUTED    1 2
 PU1805
 PU1805.Superseded values are not recommended for survey control.
 PU1805
 PU1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1805.See file dsdata.pdf to determine how the superseded data were derived.
 PU1805
 PU1805_MARKER: Z = SEE DESCRIPTION
 PU1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1805+STABILITY: SURFACE MOTION
 PU1805
 PU1805  HISTORY     - Date     Condition        Report By
 PU1805  HISTORY     - UNK      MONUMENTED       USAF
 PU1805  HISTORY     - 1962     GOOD             CGS
 PU1805
 PU1805                          STATION DESCRIPTION
 PU1805
 PU1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1805'22.8 MI N FROM BELLE FOURCHE.
 PU1805'ABOUT 22.75 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1805'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1805'20, T 12 N, R 3 E, 232 FEET WEST OF THE CENTER LINE OF THE
 PU1805'HIGHWAY, 160 FEET WEST OF A FENCE, THE CENTER OF A TRIBACH
 PU1805'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 PU1805'4 FEET.  NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF THE
 PU1805'TRIBACH OVER THE CENTER HOLE.  THERE IS NO STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0821 ***********************************************************************
 PU0821  DESIGNATION -  M 401
 PU0821  PID         -  PU0821
 PU0821  STATE/COUNTY-  SD/MEADE
 PU0821  COUNTRY     -  US
 PU0821  USGS QUAD   -  STONEVILLE (2017)
 PU0821
 PU0821                         *CURRENT SURVEY CONTROL
 PU0821  ______________________________________________________________________
 PU0821* NAD 83(1986) POSITION- 44 37 33.     (N) 102 39 43.     (W)   SCALED
 PU0821* NAVD 88 ORTHO HEIGHT -   969.961 (meters)     3182.28  (feet) ADJUSTED
 PU0821  ______________________________________________________________________
 PU0821  GEOID HEIGHT    -        -18.102 (meters)                     GEOID18
 PU0821  DYNAMIC HEIGHT  -        969.695 (meters)     3181.41  (feet) COMP
 PU0821  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 PU0821
 PU0821  VERT ORDER      -  SECOND    CLASS 0
 PU0821
 PU0821.The horizontal coordinates were scaled from a map and have
 PU0821.an estimated accuracy of +/- 6 seconds.
 PU0821
 PU0821.The orthometric height was determined by differential leveling and
 PU0821.adjusted by the NATIONAL GEODETIC SURVEY
 PU0821.in June 1991.
 PU0821
 PU0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0821.GEOID18 height accuracy estimate available here.
 PU0821
 PU0821.Click photographs - Photos may exist for this station.
 PU0821
 PU0821.The dynamic height is computed by dividing the NAVD 88
 PU0821.geopotential number by the normal gravity value computed on the
 PU0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0821.degrees latitude (g = 980.6199 gals.).
 PU0821
 PU0821.The modeled gravity was interpolated from observed gravity values.
 PU0821
 PU0821;                    North         East    Units  Estimated Accuracy
 PU0821;SPC SD N     -    91,540.      388,800.      MT  (+/- 180 meters Scaled)
 PU0821
 PU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK854440(NAD 83)
 PU0821
 PU0821                          SUPERSEDED SURVEY CONTROL
 PU0821
 PU0821  NGVD 29 (??/??/92)  969.475  (m)         3180.69   (f) ADJ UNCH    2 0
 PU0821
 PU0821.Superseded values are not recommended for survey control.
 PU0821
 PU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0821.See file dsdata.pdf to determine how the superseded data were derived.
 PU0821
 PU0821_MARKER: DB = BENCH MARK DISK
 PU0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0821_STAMPING: M 401 1962
 PU0821_MARK LOGO: CGS
 PU0821_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0821+STABILITY: SURFACE MOTION
 PU0821
 PU0821  HISTORY     - Date     Condition        Report By
 PU0821  HISTORY     - 1962     MONUMENTED       CGS
 PU0821
 PU0821                          STATION DESCRIPTION
 PU0821
 PU0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0821'4.7 MI N FROM UNION CENTER.
 PU0821'4.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU0821'STATE HIGHWAY 34 AT UNION CENTER, ABOUT 50 YARDS EAST-NORTHEAST
 PU0821'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A FARMHOUSE,
 PU0821'47 FEET EAST OF THE CENTER LINE OF THE ROAD, 60 FEET SOUTH
 PU0821'OF THE CENTER LINE OF A FARM ROAD EAST, 2 FEET NORTH OF A
 PU0821'TELEPHONE POLE, 2.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 PU0821'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0821'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0203 ***********************************************************************
 QT0203  DESIGNATION -  M 402
 QT0203  PID         -  QT0203
 QT0203  STATE/COUNTY-  SD/MEADE
 QT0203  COUNTRY     -  US
 QT0203  USGS QUAD   -  MAURINE (2017)
 QT0203
 QT0203                         *CURRENT SURVEY CONTROL
 QT0203  ______________________________________________________________________
 QT0203* NAD 83(1986) POSITION- 45 00 56.     (N) 102 34 35.     (W)   SCALED
 QT0203* NAVD 88 ORTHO HEIGHT -   890.652 (meters)     2922.08  (feet) ADJUSTED
 QT0203  ______________________________________________________________________
 QT0203  GEOID HEIGHT    -        -18.064 (meters)                     GEOID18
 QT0203  DYNAMIC HEIGHT  -        890.463 (meters)     2921.46  (feet) COMP
 QT0203  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 QT0203
 QT0203  VERT ORDER      -  SECOND    CLASS 0
 QT0203
 QT0203.The horizontal coordinates were scaled from a map and have
 QT0203.an estimated accuracy of +/- 6 seconds.
 QT0203
 QT0203.The orthometric height was determined by differential leveling and
 QT0203.adjusted by the NATIONAL GEODETIC SURVEY
 QT0203.in June 1991.
 QT0203
 QT0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0203.GEOID18 height accuracy estimate available here.
 QT0203
 QT0203.Click photographs - Photos may exist for this station.
 QT0203
 QT0203.The dynamic height is computed by dividing the NAVD 88
 QT0203.geopotential number by the normal gravity value computed on the
 QT0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0203.degrees latitude (g = 980.6199 gals.).
 QT0203
 QT0203.The modeled gravity was interpolated from observed gravity values.
 QT0203
 QT0203;                    North         East    Units  Estimated Accuracy
 QT0203;SPC SD N     -   134,600.      396,960.      MT  (+/- 180 meters Scaled)
 QT0203
 QT0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK909875(NAD 83)
 QT0203
 QT0203                          SUPERSEDED SURVEY CONTROL
 QT0203
 QT0203  NGVD 29 (??/??/92)  890.190  (m)         2920.57   (f) ADJ UNCH    2 0
 QT0203
 QT0203.Superseded values are not recommended for survey control.
 QT0203
 QT0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0203.See file dsdata.pdf to determine how the superseded data were derived.
 QT0203
 QT0203_MARKER: DB = BENCH MARK DISK
 QT0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0203_STAMPING: M 402 1962
 QT0203_MARK LOGO: CGS
 QT0203_PROJECTION: PROJECTING 20 CENTIMETERS
 QT0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0203+STABILITY: SURFACE MOTION
 QT0203
 QT0203  HISTORY     - Date     Condition        Report By
 QT0203  HISTORY     - 1962     MONUMENTED       CGS
 QT0203  HISTORY     - 1963     GOOD             CGS
 QT0203
 QT0203                          STATION DESCRIPTION
 QT0203
 QT0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0203'1.2 MI ENE FROM MAURINE.
 QT0203'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0203'MAURINE, THENCE 0.5 MILES SOUTH ALONG A DIRT ROAD, FORMERLY U.S.
 QT0203'HIGHWAY 212, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.0
 QT0203'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 QT0203'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0957 ***********************************************************************
 PU0957  DESIGNATION -  M 403
 PU0957  PID         -  PU0957
 PU0957  STATE/COUNTY-  SD/MEADE
 PU0957  COUNTRY     -  US
 PU0957  USGS QUAD   -  OPAL WEST (2017)
 PU0957
 PU0957                         *CURRENT SURVEY CONTROL
 PU0957  ______________________________________________________________________
 PU0957* NAD 83(1986) POSITION- 44 58 45.     (N) 102 35 35.     (W)   SCALED
 PU0957* NAVD 88 ORTHO HEIGHT -   854.252 (meters)     2802.66  (feet) ADJUSTED
 PU0957  ______________________________________________________________________
 PU0957  GEOID HEIGHT    -        -18.048 (meters)                     GEOID18
 PU0957  DYNAMIC HEIGHT  -        854.069 (meters)     2802.06  (feet) COMP
 PU0957  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 PU0957
 PU0957  VERT ORDER      -  SECOND    CLASS 0
 PU0957
 PU0957.The horizontal coordinates were scaled from a map and have
 PU0957.an estimated accuracy of +/- 6 seconds.
 PU0957
 PU0957.The orthometric height was determined by differential leveling and
 PU0957.adjusted by the NATIONAL GEODETIC SURVEY
 PU0957.in June 1991.
 PU0957
 PU0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0957.GEOID18 height accuracy estimate available here.
 PU0957
 PU0957.Click photographs - Photos may exist for this station.
 PU0957
 PU0957.The dynamic height is computed by dividing the NAVD 88
 PU0957.geopotential number by the normal gravity value computed on the
 PU0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0957.degrees latitude (g = 980.6199 gals.).
 PU0957
 PU0957.The modeled gravity was interpolated from observed gravity values.
 PU0957
 PU0957;                    North         East    Units  Estimated Accuracy
 PU0957;SPC SD N     -   130,600.      395,520.      MT  (+/- 180 meters Scaled)
 PU0957
 PU0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK897834(NAD 83)
 PU0957
 PU0957                          SUPERSEDED SURVEY CONTROL
 PU0957
 PU0957  NGVD 29 (??/??/92)  853.786  (m)         2801.13   (f) ADJ UNCH    2 0
 PU0957
 PU0957.Superseded values are not recommended for survey control.
 PU0957
 PU0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0957.See file dsdata.pdf to determine how the superseded data were derived.
 PU0957
 PU0957_MARKER: DB = BENCH MARK DISK
 PU0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0957_STAMPING: M 403 1962
 PU0957_MARK LOGO: CGS
 PU0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0957+STABILITY: SURFACE MOTION
 PU0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0957+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1988
 PU0957
 PU0957  HISTORY     - Date     Condition        Report By
 PU0957  HISTORY     - 1962     MONUMENTED       CGS
 PU0957  HISTORY     - 19880910 GOOD             NGS
 PU0957
 PU0957                          STATION DESCRIPTION
 PU0957
 PU0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0957'3 MI S FROM MAURINE.
 PU0957'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MAURINE,
 PU0957'56 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH OF
 PU0957'THE CENTER OF A GATE, 2.3 FEET WEST OF A FENCE, 1.9 FEET NORTH
 PU0957'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND
 PU0957'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU0957'THE GROUND.
 PU0957
 PU0957                          STATION RECOVERY (1988)
 PU0957
 PU0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PU0957'4.8 KM (3.00 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU0957'HIGHWAY 212 IN MAURINE, 17.1 METERS (56 FT) EAST FROM THE ROAD
 PU0957'CENTER, 4.3 METERS (14 FT) SOUTH FROM THE CENTER OF A GATE, 0.70
 PU0957'METERS (2.3 FT) WEST FROM A FENCE, 0.6 METERS (1.9 FT) NORTH FROM
 PU0957'A WITNESS POST, IN THE NORTHEAST CORNER OF SECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1236 ***********************************************************************
 PU1236  DESIGNATION -  M 404
 PU1236  PID         -  PU1236
 PU1236  STATE/COUNTY-  SD/BUTTE
 PU1236  COUNTRY     -  US
 PU1236  USGS QUAD   -  VOLUNTEER NE (2017)
 PU1236
 PU1236                         *CURRENT SURVEY CONTROL
 PU1236  ______________________________________________________________________
 PU1236* NAD 83(1986) POSITION- 44 44 54.     (N) 103 03 04.     (W)   SCALED
 PU1236* NAVD 88 ORTHO HEIGHT -   883.273 (meters)     2897.87  (feet) ADJUSTED
 PU1236  ______________________________________________________________________
 PU1236  GEOID HEIGHT    -        -17.217 (meters)                     GEOID18
 PU1236  DYNAMIC HEIGHT  -        883.054 (meters)     2897.15  (feet) COMP
 PU1236  MODELED GRAVITY -    980,339.6   (mgal)                       NAVD 88
 PU1236
 PU1236  VERT ORDER      -  SECOND    CLASS 0
 PU1236
 PU1236.The horizontal coordinates were scaled from a map and have
 PU1236.an estimated accuracy of +/- 6 seconds.
 PU1236
 PU1236.The orthometric height was determined by differential leveling and
 PU1236.adjusted by the NATIONAL GEODETIC SURVEY
 PU1236.in June 1991.
 PU1236
 PU1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1236.GEOID18 height accuracy estimate available here.
 PU1236
 PU1236.Click photographs - Photos may exist for this station.
 PU1236
 PU1236.The dynamic height is computed by dividing the NAVD 88
 PU1236.geopotential number by the normal gravity value computed on the
 PU1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1236.degrees latitude (g = 980.6199 gals.).
 PU1236
 PU1236.The modeled gravity was interpolated from observed gravity values.
 PU1236
 PU1236;                    North         East    Units  Estimated Accuracy
 PU1236;SPC SD N     -   106,230.      358,450.      MT  (+/- 180 meters Scaled)
 PU1236
 PU1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK542568(NAD 83)
 PU1236
 PU1236                          SUPERSEDED SURVEY CONTROL
 PU1236
 PU1236  NGVD 29 (??/??/92)  882.789  (m)         2896.28   (f) ADJ UNCH    2 0
 PU1236
 PU1236.Superseded values are not recommended for survey control.
 PU1236
 PU1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1236.See file dsdata.pdf to determine how the superseded data were derived.
 PU1236
 PU1236_MARKER: DB = BENCH MARK DISK
 PU1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1236_STAMPING: M 404 1962
 PU1236_MARK LOGO: CGS
 PU1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1236+STABILITY: SURFACE MOTION
 PU1236
 PU1236  HISTORY     - Date     Condition        Report By
 PU1236  HISTORY     - 1962     MONUMENTED       CGS
 PU1236
 PU1236                          STATION DESCRIPTION
 PU1236
 PU1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1236'13 MI W FROM FAIRPOINT.
 PU1236'13.0 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU1236'ON THE TOP OF A SMALL HILL, 42 FEET SOUTH OF THE CENTER LINE
 PU1236'OF THE ROAD, 19 FEET WEST OF THE CENTER OF A GATE, 3.1 FEET
 PU1236'SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 PU1236'HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU1236'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0280 ***********************************************************************
 PU0280  DESIGNATION -  M 405
 PU0280  PID         -  PU0280
 PU0280  STATE/COUNTY-  SD/MEADE
 PU0280  COUNTRY     -  US
 PU0280  USGS QUAD   -  OPAL EAST (2017)
 PU0280
 PU0280                         *CURRENT SURVEY CONTROL
 PU0280  ______________________________________________________________________
 PU0280* NAD 83(1986) POSITION- 44 53 33.     (N) 102 27 05.     (W)   SCALED
 PU0280* NAVD 88 ORTHO HEIGHT -   800.466 (meters)     2626.20  (feet) ADJUSTED
 PU0280  ______________________________________________________________________
 PU0280  GEOID HEIGHT    -        -18.488 (meters)                     GEOID18
 PU0280  DYNAMIC HEIGHT  -        800.291 (meters)     2625.62  (feet) COMP
 PU0280  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 PU0280
 PU0280  VERT ORDER      -  SECOND    CLASS 0
 PU0280
 PU0280.The horizontal coordinates were scaled from a map and have
 PU0280.an estimated accuracy of +/- 6 seconds.
 PU0280
 PU0280.The orthometric height was determined by differential leveling and
 PU0280.adjusted by the NATIONAL GEODETIC SURVEY
 PU0280.in June 1991.
 PU0280
 PU0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0280.GEOID18 height accuracy estimate available here.
 PU0280
 PU0280.Click photographs - Photos may exist for this station.
 PU0280
 PU0280.The dynamic height is computed by dividing the NAVD 88
 PU0280.geopotential number by the normal gravity value computed on the
 PU0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0280.degrees latitude (g = 980.6199 gals.).
 PU0280
 PU0280.The modeled gravity was interpolated from observed gravity values.
 PU0280
 PU0280;                    North         East    Units  Estimated Accuracy
 PU0280;SPC SD N     -   120,630.      406,400.      MT  (+/- 180 meters Scaled)
 PU0280
 PU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK012741(NAD 83)
 PU0280
 PU0280                          SUPERSEDED SURVEY CONTROL
 PU0280
 PU0280  NGVD 29 (??/??/92)  800.004  (m)         2624.68   (f) ADJ UNCH    2 0
 PU0280
 PU0280.Superseded values are not recommended for survey control.
 PU0280
 PU0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0280.See file dsdata.pdf to determine how the superseded data were derived.
 PU0280
 PU0280_MARKER: DB = BENCH MARK DISK
 PU0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0280_STAMPING: M 405 1962
 PU0280_MARK LOGO: CGS
 PU0280_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0280+STABILITY: SURFACE MOTION
 PU0280
 PU0280  HISTORY     - Date     Condition        Report By
 PU0280  HISTORY     - 1962     MONUMENTED       CGS
 PU0280  HISTORY     - 1963     GOOD             CGS
 PU0280  HISTORY     - 1963     GOOD             CGS
 PU0280
 PU0280                          STATION DESCRIPTION
 PU0280
 PU0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0280'1.8 MI E FROM OPAL.
 PU0280'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0280'POST OFFICE AT OPAL, AT THE NORTHEAST CORNER OF AN INTERSECTION,
 PU0280'AT THE SOUTHWEST CORNER OF A SCHOOLYARD, 49 FEET NORTH OF THE
 PU0280'CENTER LINE OF AN EAST-WEST ROAD, 54 FEET EAST OF THE CENTER
 PU0280'LINE OF A NORTH-SOUTH ROAD, 30 FEET WEST-SOUTHWEST OF THE
 PU0280'SOUTHWEST CORNER OF THE SCHOOLHOUSE, 9 FEET WEST OF A TELEPHONE
 PU0280'POLE, 2 FEET SOUTH OF A POWER POLE BRACED BY TWO GUY WIRES, 2.4
 PU0280'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU0280'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PU0280
 PU0280                          STATION RECOVERY (1963)
 PU0280
 PU0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1666 ***********************************************************************
 PU1666  DESIGNATION -  M 406
 PU1666  PID         -  PU1666
 PU1666  STATE/COUNTY-  SD/LAWRENCE
 PU1666  COUNTRY     -  US
 PU1666  USGS QUAD   -  STURGIS (2017)
 PU1666
 PU1666                         *CURRENT SURVEY CONTROL
 PU1666  ______________________________________________________________________
 PU1666* NAD 83(1986) POSITION- 44 29 12.     (N) 103 37 13.     (W)   SCALED
 PU1666* NAVD 88 ORTHO HEIGHT -  1062.803 (meters)     3486.88  (feet) ADJUSTED
 PU1666  ______________________________________________________________________
 PU1666  GEOID HEIGHT    -        -15.187 (meters)                     GEOID18
 PU1666  DYNAMIC HEIGHT  -       1062.463 (meters)     3485.76  (feet) COMP
 PU1666  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 PU1666
 PU1666  VERT ORDER      -  SECOND    CLASS 0
 PU1666
 PU1666.The horizontal coordinates were scaled from a map and have
 PU1666.an estimated accuracy of +/- 6 seconds.
 PU1666
 PU1666.The orthometric height was determined by differential leveling and
 PU1666.adjusted by the NATIONAL GEODETIC SURVEY
 PU1666.in June 1991.
 PU1666
 PU1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1666.GEOID18 height accuracy estimate available here.
 PU1666
 PU1666.Click photographs - Photos may exist for this station.
 PU1666
 PU1666.The dynamic height is computed by dividing the NAVD 88
 PU1666.geopotential number by the normal gravity value computed on the
 PU1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1666.degrees latitude (g = 980.6199 gals.).
 PU1666
 PU1666.The modeled gravity was interpolated from observed gravity values.
 PU1666
 PU1666;                    North         East    Units  Estimated Accuracy
 PU1666;SPC SD N     -    79,040.      312,120.      MT  (+/- 180 meters Scaled)
 PU1666
 PU1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK097268(NAD 83)
 PU1666
 PU1666                          SUPERSEDED SURVEY CONTROL
 PU1666
 PU1666  NGVD 29 (??/??/92) 1062.277  (m)         3485.15   (f) ADJ UNCH    2 0
 PU1666
 PU1666.Superseded values are not recommended for survey control.
 PU1666
 PU1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1666.See file dsdata.pdf to determine how the superseded data were derived.
 PU1666
 PU1666_MARKER: DB = BENCH MARK DISK
 PU1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1666_STAMPING: M 406 1962
 PU1666_MARK LOGO: CGS
 PU1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1666+STABILITY: SURFACE MOTION
 PU1666
 PU1666  HISTORY     - Date     Condition        Report By
 PU1666  HISTORY     - 1962     MONUMENTED       CGS
 PU1666
 PU1666                          STATION DESCRIPTION
 PU1666
 PU1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1666'2.4 MI NE FROM WHITEWOOD.
 PU1666'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU1666'RAILWAY STATION AT WHITEWOOD, THENCE 2.1 MILES NORTHEAST ALONG
 PU1666'A ROAD, 0.15 MILE NORTH OF THE NORTH END OF A CUT, 63 1/2 FEET
 PU1666'EAST OF THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF THE CENTER
 PU1666'OF A WIRE GATE, 3.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 PU1666'WIRE CORRAL, 2.6 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A
 PU1666'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP
 PU1666'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1132 ***********************************************************************
 PU1132  DESIGNATION -  M 407
 PU1132  PID         -  PU1132
 PU1132  STATE/COUNTY-  SD/MEADE
 PU1132  COUNTRY     -  US
 PU1132  USGS QUAD   -  VALE (2017)
 PU1132
 PU1132                         *CURRENT SURVEY CONTROL
 PU1132  ______________________________________________________________________
 PU1132* NAD 83(1986) POSITION- 44 34 06.96   (N) 103 26 48.43   (W)   HD_HELD1
 PU1132* NAVD 88 ORTHO HEIGHT -   879.081 (meters)     2884.12  (feet) ADJUSTED
 PU1132  ______________________________________________________________________
 PU1132  GEOID HEIGHT    -        -16.101 (meters)                     GEOID18
 PU1132  DYNAMIC HEIGHT  -        878.836 (meters)     2883.31  (feet) COMP
 PU1132  MODELED GRAVITY -    980,309.2   (mgal)                       NAVD 88
 PU1132
 PU1132  VERT ORDER      -  SECOND    CLASS 0
 PU1132
 PU1132.The horizontal coordinates were determined by differentially corrected
 PU1132.hand held GPS observations or other comparable positioning techniques
 PU1132.and have an estimated accuracy of +/- 3 meters.
 PU1132
 PU1132.The orthometric height was determined by differential leveling and
 PU1132.adjusted by the NATIONAL GEODETIC SURVEY
 PU1132.in June 1991.
 PU1132
 PU1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1132.GEOID18 height accuracy estimate available here.
 PU1132
 PU1132.Click photographs - Photos may exist for this station.
 PU1132
 PU1132.The dynamic height is computed by dividing the NAVD 88
 PU1132.geopotential number by the normal gravity value computed on the
 PU1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1132.degrees latitude (g = 980.6199 gals.).
 PU1132
 PU1132.The modeled gravity was interpolated from observed gravity values.
 PU1132
 PU1132;                    North         East    Units  Estimated Accuracy
 PU1132;SPC SD N     -    87,532.1     326,290.0     MT  (+/- 3 meters HH1 GPS) 
 PU1132
 PU1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2333236202(NAD 83)
 PU1132
 PU1132                          SUPERSEDED SURVEY CONTROL
 PU1132
 PU1132  NGVD 29 (??/??/92)  878.587  (m)         2882.50   (f) ADJ UNCH    2 0
 PU1132
 PU1132.Superseded values are not recommended for survey control.
 PU1132
 PU1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1132.See file dsdata.pdf to determine how the superseded data were derived.
 PU1132
 PU1132_MARKER: DB = BENCH MARK DISK
 PU1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1132_STAMPING: M 407 1962
 PU1132_MARK LOGO: CGS
 PU1132_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1132+STABILITY: SURFACE MOTION
 PU1132
 PU1132  HISTORY     - Date     Condition        Report By
 PU1132  HISTORY     - 1962     MONUMENTED       CGS
 PU1132
 PU1132                          STATION DESCRIPTION
 PU1132
 PU1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1132'5.2 MI S FROM VALE.
 PU1132'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1132'THENCE 3.95 MILES SOUTH ALONG STATE HIGHWAY 79, 0.45 MILE NORTH
 PU1132'OF A BRIDGE OVER COTTONWOOD CREEK, 74 FEET EAST OF THE CENTER
 PU1132'LINE OF THE HIGHWAY, 2.0 FEET WEST OF A NORTH-SOUTH FENCE
 PU1132'AND IN LINE WITH A FENCE LINE EAST, 2.2 FEET NORTH OF A WITNESS
 PU1132'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A
 PU1132'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1156 ***********************************************************************
 PU1156  DESIGNATION -  M 408
 PU1156  PID         -  PU1156
 PU1156  STATE/COUNTY-  SD/MEADE
 PU1156  COUNTRY     -  US
 PU1156  USGS QUAD   -  VALE SE (2017)
 PU1156
 PU1156                         *CURRENT SURVEY CONTROL
 PU1156  ______________________________________________________________________
 PU1156* NAD 83(1986) POSITION- 44 35 24.     (N) 103 15 29.     (W)   SCALED
 PU1156* NAVD 88 ORTHO HEIGHT -   842.836 (meters)     2765.20  (feet) ADJUSTED
 PU1156  ______________________________________________________________________
 PU1156  GEOID HEIGHT    -        -16.687 (meters)                     GEOID18
 PU1156  DYNAMIC HEIGHT  -        842.616 (meters)     2764.48  (feet) COMP
 PU1156  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 PU1156
 PU1156  VERT ORDER      -  SECOND    CLASS 0
 PU1156
 PU1156.The horizontal coordinates were scaled from a map and have
 PU1156.an estimated accuracy of +/- 6 seconds.
 PU1156
 PU1156.The orthometric height was determined by differential leveling and
 PU1156.adjusted by the NATIONAL GEODETIC SURVEY
 PU1156.in June 1991.
 PU1156
 PU1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1156.GEOID18 height accuracy estimate available here.
 PU1156
 PU1156.Click photographs - Photos may exist for this station.
 PU1156
 PU1156.The dynamic height is computed by dividing the NAVD 88
 PU1156.geopotential number by the normal gravity value computed on the
 PU1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1156.degrees latitude (g = 980.6199 gals.).
 PU1156
 PU1156.The modeled gravity was interpolated from observed gravity values.
 PU1156
 PU1156;                    North         East    Units  Estimated Accuracy
 PU1156;SPC SD N     -    89,290.      341,360.      MT  (+/- 180 meters Scaled)
 PU1156
 PU1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK382388(NAD 83)
 PU1156
 PU1156                          SUPERSEDED SURVEY CONTROL
 PU1156
 PU1156  NGVD 29 (??/??/92)  842.355  (m)         2763.63   (f) ADJ UNCH    2 0
 PU1156
 PU1156.Superseded values are not recommended for survey control.
 PU1156
 PU1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1156.See file dsdata.pdf to determine how the superseded data were derived.
 PU1156
 PU1156_MARKER: DB = BENCH MARK DISK
 PU1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1156_STAMPING: M 408 1962
 PU1156_MARK LOGO: CGS
 PU1156_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1156+STABILITY: SURFACE MOTION
 PU1156
 PU1156  HISTORY     - Date     Condition        Report By
 PU1156  HISTORY     - 1962     MONUMENTED       CGS
 PU1156
 PU1156                          STATION DESCRIPTION
 PU1156
 PU1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1156'9.3 MI SE FROM VALE.
 PU1156'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1156'THENCE 2.1 MILES SOUTH ALONG A ROAD, THENCE 0.35 MILE EAST ALONG
 PU1156'A ROAD, 0.4 MILE WEST OF A SUBSTATION, 32 FEET SOUTH OF THE
 PU1156'CENTER LINE OF THE ROAD, 44 FEET EAST OF THE CENTER LINE OF A
 PU1156'WIRE GATE, 3.9 FEET NORTH OF A POWER POLE, 2.3 FEET NORTH
 PU1156'OF A FENCE, 3.0 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE
 PU1156'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0686 ***********************************************************************
 PU0686  DESIGNATION -  M 409
 PU0686  PID         -  PU0686
 PU0686  STATE/COUNTY-  SD/MEADE
 PU0686  COUNTRY     -  US
 PU0686  USGS QUAD   -  HAYDRAW (2017)
 PU0686
 PU0686                         *CURRENT SURVEY CONTROL
 PU0686  ______________________________________________________________________
 PU0686* NAD 83(1986) POSITION- 44 27 01.     (N) 102 40 58.     (W)   SCALED
 PU0686* NAVD 88 ORTHO HEIGHT -   820.576 (meters)     2692.17  (feet) ADJUSTED
 PU0686  ______________________________________________________________________
 PU0686  GEOID HEIGHT    -        -18.213 (meters)                     GEOID18
 PU0686  DYNAMIC HEIGHT  -        820.352 (meters)     2691.44  (feet) COMP
 PU0686  MODELED GRAVITY -    980,316.8   (mgal)                       NAVD 88
 PU0686
 PU0686  VERT ORDER      -  SECOND    CLASS 0
 PU0686
 PU0686.The horizontal coordinates were scaled from a map and have
 PU0686.an estimated accuracy of +/- 6 seconds.
 PU0686
 PU0686.The orthometric height was determined by differential leveling and
 PU0686.adjusted by the NATIONAL GEODETIC SURVEY
 PU0686.in June 1991.
 PU0686
 PU0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0686.GEOID18 height accuracy estimate available here.
 PU0686
 PU0686.Click photographs - Photos may exist for this station.
 PU0686
 PU0686.The dynamic height is computed by dividing the NAVD 88
 PU0686.geopotential number by the normal gravity value computed on the
 PU0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0686.degrees latitude (g = 980.6199 gals.).
 PU0686
 PU0686.The modeled gravity was interpolated from observed gravity values.
 PU0686
 PU0686;                    North         East    Units  Estimated Accuracy
 PU0686;SPC SD N     -    72,090.      386,500.      MT  (+/- 180 meters Scaled)
 PU0686
 PU0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK843244(NAD 83)
 PU0686
 PU0686                          SUPERSEDED SURVEY CONTROL
 PU0686
 PU0686  NGVD 29 (??/??/92)  820.101  (m)         2690.61   (f) ADJ UNCH    2 0
 PU0686
 PU0686.Superseded values are not recommended for survey control.
 PU0686
 PU0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0686.See file dsdata.pdf to determine how the superseded data were derived.
 PU0686
 PU0686_MARKER: DB = BENCH MARK DISK
 PU0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0686_STAMPING: M 409 1962
 PU0686_MARK LOGO: CGS
 PU0686_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0686+STABILITY: SURFACE MOTION
 PU0686
 PU0686  HISTORY     - Date     Condition        Report By
 PU0686  HISTORY     - 1962     MONUMENTED       CGS
 PU0686
 PU0686                          STATION DESCRIPTION
 PU0686
 PU0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0686'8.6 MI S FROM UNION CENTER.
 PU0686'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0686'CENTER, THENCE 7.85 MILES SOUTH ALONG A GRAVEL ROAD, 0.35 MILE
 PU0686'NORTH OF THE INTERSECTION OF A GRAVEL ROAD, 30 FEET WEST OF THE
 PU0686'CENTER LINE OF THE ROAD, 2.8 FEET EAST OF A FENCE, 1.5 FEET
 PU0686'WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN
 PU0686'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0864 ***********************************************************************
 PU0864  DESIGNATION -  M 410
 PU0864  PID         -  PU0864
 PU0864  STATE/COUNTY-  SD/MEADE
 PU0864  COUNTRY     -  US
 PU0864  USGS QUAD   -  STONEVILLE (2017)
 PU0864
 PU0864                         *CURRENT SURVEY CONTROL
 PU0864  ______________________________________________________________________
 PU0864* NAD 83(1986) POSITION- 44 44 00.     (N) 102 41 42.     (W)   SCALED
 PU0864* NAVD 88 ORTHO HEIGHT -   924.098 (meters)     3031.81  (feet) ADJUSTED
 PU0864  ______________________________________________________________________
 PU0864  GEOID HEIGHT    -        -17.932 (meters)                     GEOID18
 PU0864  DYNAMIC HEIGHT  -        923.874 (meters)     3031.08  (feet) COMP
 PU0864  MODELED GRAVITY -    980,342.9   (mgal)                       NAVD 88
 PU0864
 PU0864  VERT ORDER      -  SECOND    CLASS 0
 PU0864
 PU0864.The horizontal coordinates were scaled from a map and have
 PU0864.an estimated accuracy of +/- 6 seconds.
 PU0864
 PU0864.The orthometric height was determined by differential leveling and
 PU0864.adjusted by the NATIONAL GEODETIC SURVEY
 PU0864.in June 1991.
 PU0864
 PU0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0864.GEOID18 height accuracy estimate available here.
 PU0864
 PU0864.Click photographs - Photos may exist for this station.
 PU0864
 PU0864.The dynamic height is computed by dividing the NAVD 88
 PU0864.geopotential number by the normal gravity value computed on the
 PU0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0864.degrees latitude (g = 980.6199 gals.).
 PU0864
 PU0864.The modeled gravity was interpolated from observed gravity values.
 PU0864
 PU0864;                    North         East    Units  Estimated Accuracy
 PU0864;SPC SD N     -   103,560.      386,570.      MT  (+/- 180 meters Scaled)
 PU0864
 PU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK825559(NAD 83)
 PU0864
 PU0864                          SUPERSEDED SURVEY CONTROL
 PU0864
 PU0864  NGVD 29 (??/??/92)  923.631  (m)         3030.28   (f) ADJ UNCH    2 0
 PU0864
 PU0864.Superseded values are not recommended for survey control.
 PU0864
 PU0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0864.See file dsdata.pdf to determine how the superseded data were derived.
 PU0864
 PU0864_MARKER: DB = BENCH MARK DISK
 PU0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0864_STAMPING: M 410 1962
 PU0864_MARK LOGO: CGS
 PU0864_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0864+STABILITY: SURFACE MOTION
 PU0864
 PU0864  HISTORY     - Date     Condition        Report By
 PU0864  HISTORY     - 1962     MONUMENTED       CGS
 PU0864
 PU0864                          STATION DESCRIPTION
 PU0864
 PU0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0864'2 MI W FROM STONEVILLE.
 PU0864'2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0864'59 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 PU0864'NORTH, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 78 FEET
 PU0864'WEST-SOUTHWEST OF POWER POLE 1 MA-255, 34 FEET WEST OF THE
 PU0864'EXTENDED CENTER LINE OF THE ROAD NORTH, 2 1/2 FEET SOUTHWEST OF
 PU0864'A FENCE CORNER, 1.9 FEET SOUTH OF A FENCE, 2.4 FEET SOUTHEAST
 PU0864'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE
 PU0864'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1056 ***********************************************************************
 PU1056  DESIGNATION -  M 411
 PU1056  PID         -  PU1056
 PU1056  STATE/COUNTY-  SD/MEADE
 PU1056  COUNTRY     -  US
 PU1056  USGS QUAD   -  ENNING (2017)
 PU1056
 PU1056                         *CURRENT SURVEY CONTROL
 PU1056  ______________________________________________________________________
 PU1056* NAD 83(1986) POSITION- 44 31 55.     (N) 102 31 46.     (W)   SCALED
 PU1056* NAVD 88 ORTHO HEIGHT -   863.348 (meters)     2832.50  (feet) ADJUSTED
 PU1056  ______________________________________________________________________
 PU1056  GEOID HEIGHT    -        -18.556 (meters)                     GEOID18
 PU1056  DYNAMIC HEIGHT  -        863.114 (meters)     2831.73  (feet) COMP
 PU1056  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 PU1056
 PU1056  VERT ORDER      -  SECOND    CLASS 0
 PU1056
 PU1056.The horizontal coordinates were scaled from a map and have
 PU1056.an estimated accuracy of +/- 6 seconds.
 PU1056
 PU1056.The orthometric height was determined by differential leveling and
 PU1056.adjusted by the NATIONAL GEODETIC SURVEY
 PU1056.in June 1991.
 PU1056
 PU1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1056.GEOID18 height accuracy estimate available here.
 PU1056
 PU1056.Click photographs - Photos may exist for this station.
 PU1056
 PU1056.The dynamic height is computed by dividing the NAVD 88
 PU1056.geopotential number by the normal gravity value computed on the
 PU1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1056.degrees latitude (g = 980.6199 gals.).
 PU1056
 PU1056.The modeled gravity was interpolated from observed gravity values.
 PU1056
 PU1056;                    North         East    Units  Estimated Accuracy
 PU1056;SPC SD N     -    80,770.      398,980.      MT  (+/- 180 meters Scaled)
 PU1056
 PU1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK962339(NAD 83)
 PU1056
 PU1056                          SUPERSEDED SURVEY CONTROL
 PU1056
 PU1056  NGVD 29 (??/??/92)  862.883  (m)         2830.98   (f) ADJ UNCH    2 0
 PU1056
 PU1056.Superseded values are not recommended for survey control.
 PU1056
 PU1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1056.See file dsdata.pdf to determine how the superseded data were derived.
 PU1056
 PU1056_MARKER: DB = BENCH MARK DISK
 PU1056_SETTING: 66 = SET IN ROCK OUTCROP
 PU1056_STAMPING: M 411 1962
 PU1056_MARK LOGO: CGS
 PU1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1056+STABILITY: POSITION/ELEVATION WELL
 PU1056
 PU1056  HISTORY     - Date     Condition        Report By
 PU1056  HISTORY     - 1962     MONUMENTED       CGS
 PU1056  HISTORY     - 1963     GOOD             CGS
 PU1056
 PU1056                          STATION DESCRIPTION
 PU1056
 PU1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1056'4.8 MI SE FROM ENNING.
 PU1056'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU1056'POST OFFICE AT ENNING, THENCE 1.75 MILES EAST ALONG A GRAVELED
 PU1056'ROAD, AT THE SUMMIT OF A HILL, 40 FEET SOUTH OF THE CENTER LINE
 PU1056'OF THE ROAD, 4 1/2 FEET SOUTH OF A FENCE, 132 FEET WEST OF A
 PU1056'POWER POLE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, 5.1
 PU1056'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP 4 BY 4
 PU1056'FEET FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0755 ***********************************************************************
 PU0755  DESIGNATION -  M 412
 PU0755  PID         -  PU0755
 PU0755  STATE/COUNTY-  SD/MEADE
 PU0755  COUNTRY     -  US
 PU0755  USGS QUAD   -  CAMP CREEK (2017)
 PU0755
 PU0755                         *CURRENT SURVEY CONTROL
 PU0755  ______________________________________________________________________
 PU0755* NAD 83(1986) POSITION- 44 53 53.     (N) 102 56 19.     (W)   SCALED
 PU0755* NAVD 88 ORTHO HEIGHT -   818.518 (meters)     2685.42  (feet) ADJUSTED
 PU0755  ______________________________________________________________________
 PU0755  GEOID HEIGHT    -        -17.333 (meters)                     GEOID18
 PU0755  DYNAMIC HEIGHT  -        818.342 (meters)     2684.84  (feet) COMP
 PU0755  MODELED GRAVITY -    980,374.7   (mgal)                       NAVD 88
 PU0755
 PU0755  VERT ORDER      -  SECOND    CLASS 0
 PU0755
 PU0755.The horizontal coordinates were scaled from a map and have
 PU0755.an estimated accuracy of +/- 6 seconds.
 PU0755
 PU0755.The orthometric height was determined by differential leveling and
 PU0755.adjusted by the NATIONAL GEODETIC SURVEY
 PU0755.in June 1991.
 PU0755
 PU0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0755.GEOID18 height accuracy estimate available here.
 PU0755
 PU0755.Click photographs - Photos may exist for this station.
 PU0755
 PU0755.The dynamic height is computed by dividing the NAVD 88
 PU0755.geopotential number by the normal gravity value computed on the
 PU0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0755.degrees latitude (g = 980.6199 gals.).
 PU0755
 PU0755.The modeled gravity was interpolated from observed gravity values.
 PU0755
 PU0755;                    North         East    Units  Estimated Accuracy
 PU0755;SPC SD N     -   122,530.      367,950.      MT  (+/- 180 meters Scaled)
 PU0755
 PU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK627736(NAD 83)
 PU0755
 PU0755                          SUPERSEDED SURVEY CONTROL
 PU0755
 PU0755  NGVD 29 (??/??/92)  818.051  (m)         2683.89   (f) ADJ UNCH    2 0
 PU0755
 PU0755.Superseded values are not recommended for survey control.
 PU0755
 PU0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0755.See file dsdata.pdf to determine how the superseded data were derived.
 PU0755
 PU0755_MARKER: DB = BENCH MARK DISK
 PU0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0755_STAMPING: M 412 1963
 PU0755_MARK LOGO: CGS
 PU0755_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0755+STABILITY: SURFACE MOTION
 PU0755
 PU0755  HISTORY     - Date     Condition        Report By
 PU0755  HISTORY     - 1963     MONUMENTED       CGS
 PU0755
 PU0755                          STATION DESCRIPTION
 PU0755
 PU0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0755'3.2 MI N FROM SULPHUR.
 PU0755'ABOUT 1.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SULPHUR
 PU0755'STORE, THENCE 1.8 MILES NORTHWEST ALONG A GRAVELED ROAD, 76.5
 PU0755'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRADED
 PU0755'ROAD LEADING NORTH, 54.5 FEET NORTH OF THE CENTERLINE OF THE
 PU0755'ROAD, 31 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH,
 PU0755'1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0755'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1338 ***********************************************************************
 PU1338  DESIGNATION -  M 413
 PU1338  PID         -  PU1338
 PU1338  STATE/COUNTY-  SD/BUTTE
 PU1338  COUNTRY     -  US
 PU1338  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1338
 PU1338                         *CURRENT SURVEY CONTROL
 PU1338  ______________________________________________________________________
 PU1338* NAD 83(1986) POSITION- 44 50 13.     (N) 103 18 39.     (W)   SCALED
 PU1338* NAVD 88 ORTHO HEIGHT -   900.029 (meters)     2952.85  (feet) ADJUSTED
 PU1338  ______________________________________________________________________
 PU1338  GEOID HEIGHT    -        -16.610 (meters)                     GEOID18
 PU1338  DYNAMIC HEIGHT  -        899.809 (meters)     2952.12  (feet) COMP
 PU1338  MODELED GRAVITY -    980,341.3   (mgal)                       NAVD 88
 PU1338
 PU1338  VERT ORDER      -  SECOND    CLASS 0
 PU1338
 PU1338.The horizontal coordinates were scaled from a map and have
 PU1338.an estimated accuracy of +/- 6 seconds.
 PU1338
 PU1338.The orthometric height was determined by differential leveling and
 PU1338.adjusted by the NATIONAL GEODETIC SURVEY
 PU1338.in June 1991.
 PU1338
 PU1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1338.GEOID18 height accuracy estimate available here.
 PU1338
 PU1338.Click photographs - Photos may exist for this station.
 PU1338
 PU1338.The dynamic height is computed by dividing the NAVD 88
 PU1338.geopotential number by the normal gravity value computed on the
 PU1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1338.degrees latitude (g = 980.6199 gals.).
 PU1338
 PU1338.The modeled gravity was interpolated from observed gravity values.
 PU1338
 PU1338;                    North         East    Units  Estimated Accuracy
 PU1338;SPC SD N     -   116,880.      338,300.      MT  (+/- 180 meters Scaled)
 PU1338
 PU1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK335662(NAD 83)
 PU1338
 PU1338                          SUPERSEDED SURVEY CONTROL
 PU1338
 PU1338  NGVD 29 (??/??/92)  899.550  (m)         2951.27   (f) ADJ UNCH    2 0
 PU1338
 PU1338.Superseded values are not recommended for survey control.
 PU1338
 PU1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1338.See file dsdata.pdf to determine how the superseded data were derived.
 PU1338
 PU1338_MARKER: DB = BENCH MARK DISK
 PU1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1338_STAMPING: M 413 1963
 PU1338_MARK LOGO: CGS
 PU1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1338+STABILITY: SURFACE MOTION
 PU1338
 PU1338  HISTORY     - Date     Condition        Report By
 PU1338  HISTORY     - 1963     MONUMENTED       CGS
 PU1338
 PU1338                          STATION DESCRIPTION
 PU1338
 PU1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1338'11.3 MI NE FROM NEWELL.
 PU1338'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1338'SCHOOL AT NEWELL, THENCE 7.8 MILES NORTH ALONG A GRAVELED ROAD,
 PU1338'ON THE NORTH SLOPE AND NEAR THE FOOT OF A LONG HILL, 47 FEET
 PU1338'WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF TELEPHONE
 PU1338'POLE 4, IN LINE WITH A ROW OF POLES, 1.9 FEET SOUTH OF A
 PU1338'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU1338'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1097 ***********************************************************************
 PU1097  DESIGNATION -  M 414 RESET
 PU1097  PID         -  PU1097
 PU1097  STATE/COUNTY-  SD/BUTTE
 PU1097  COUNTRY     -  US
 PU1097  USGS QUAD   -  CASTLE ROCK (2017)
 PU1097
 PU1097                         *CURRENT SURVEY CONTROL
 PU1097  ______________________________________________________________________
 PU1097* NAD 83(1986) POSITION- 44 55 39.52   (N) 103 25 29.96   (W)   HD_HELD1
 PU1097* NAVD 88 ORTHO HEIGHT -   929.37  (meters)     3049.1   (feet) RESET
 PU1097  ______________________________________________________________________
 PU1097  GEOID HEIGHT    -        -16.420 (meters)                     GEOID18
 PU1097  VERT ORDER      -  THIRD
 PU1097
 PU1097.The horizontal coordinates were determined by differentially corrected
 PU1097.hand held GPS observations or other comparable positioning techniques
 PU1097.and have an estimated accuracy of +/- 3 meters.
 PU1097
 PU1097.The orthometric height was computed from unverified reset data.
 PU1097
 PU1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1097.GEOID18 height accuracy estimate available here.
 PU1097
 PU1097.Click photographs - Photos may exist for this station.
 PU1097
 PU1097;                    North         East    Units  Estimated Accuracy
 PU1097;SPC SD N     -   127,320.6     329,707.3     MT  (+/- 3 meters HH1 GPS) 
 PU1097
 PU1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2429176119(NAD 83)
 PU1097
 PU1097                          SUPERSEDED SURVEY CONTROL
 PU1097
 PU1097.No superseded survey control is available for this station.
 PU1097
 PU1097_MARKER: DB = BENCH MARK DISK
 PU1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1097_STAMPING: M 414 RESET 1967
 PU1097_MARK LOGO: CGS
 PU1097_PROJECTION: PROJECTING 8 CENTIMETERS
 PU1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1097+STABILITY: SURFACE MOTION
 PU1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1097+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1097
 PU1097  HISTORY     - Date     Condition        Report By
 PU1097  HISTORY     - 1967     MONUMENTED       CGS
 PU1097  HISTORY     - 20201022 GOOD             SDDT
 PU1097
 PU1097                          STATION DESCRIPTION
 PU1097
 PU1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PU1097'2.6 MI S FROM CASTLE ROCK.
 PU1097'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1097'OFFICE AT CASTLE ROCK, 99 FEET WEST OF THE CENTERLINE OF THE
 PU1097'HIGHWAY, 2 FEET NORTH OF A METAL WITNESS POST AND SET IN THE
 PU1097'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PU1097
 PU1097                          STATION RECOVERY (2020)
 PU1097
 PU1097'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1901 ***********************************************************************
 PU1901  DESIGNATION -  M 415
 PU1901  PID         -  PU1901
 PU1901  STATE/COUNTY-  SD/BUTTE
 PU1901  COUNTRY     -  US
 PU1901  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1901
 PU1901                         *CURRENT SURVEY CONTROL
 PU1901  ______________________________________________________________________
 PU1901* NAD 83(1986) POSITION- 44 52 48.     (N) 103 38 58.     (W)   SCALED
 PU1901* NAVD 88 ORTHO HEIGHT -   930.050 (meters)     3051.34  (feet) ADJUSTED
 PU1901  ______________________________________________________________________
 PU1901  GEOID HEIGHT    -        -16.034 (meters)                     GEOID18
 PU1901  DYNAMIC HEIGHT  -        929.817 (meters)     3050.57  (feet) COMP
 PU1901  MODELED GRAVITY -    980,334.0   (mgal)                       NAVD 88
 PU1901
 PU1901  VERT ORDER      -  SECOND    CLASS 0
 PU1901
 PU1901.The horizontal coordinates were scaled from a map and have
 PU1901.an estimated accuracy of +/- 6 seconds.
 PU1901
 PU1901.The orthometric height was determined by differential leveling and
 PU1901.adjusted by the NATIONAL GEODETIC SURVEY
 PU1901.in June 1991.
 PU1901
 PU1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1901.GEOID18 height accuracy estimate available here.
 PU1901
 PU1901.Click photographs - Photos may exist for this station.
 PU1901
 PU1901.The dynamic height is computed by dividing the NAVD 88
 PU1901.geopotential number by the normal gravity value computed on the
 PU1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1901.degrees latitude (g = 980.6199 gals.).
 PU1901
 PU1901.The modeled gravity was interpolated from observed gravity values.
 PU1901
 PU1901;                    North         East    Units  Estimated Accuracy
 PU1901;SPC SD N     -   122,810.      311,770.      MT  (+/- 180 meters Scaled)
 PU1901
 PU1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK066705(NAD 83)
 PU1901
 PU1901                          SUPERSEDED SURVEY CONTROL
 PU1901
 PU1901  NGVD 29 (??/??/92)  929.566  (m)         3049.75   (f) ADJ UNCH    2 0
 PU1901
 PU1901.Superseded values are not recommended for survey control.
 PU1901
 PU1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1901.See file dsdata.pdf to determine how the superseded data were derived.
 PU1901
 PU1901_MARKER: DB = BENCH MARK DISK
 PU1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1901_STAMPING: M 415 1963
 PU1901_MARK LOGO: CGS
 PU1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1901+STABILITY: SURFACE MOTION
 PU1901
 PU1901  HISTORY     - Date     Condition        Report By
 PU1901  HISTORY     - 1963     MONUMENTED       CGS
 PU1901
 PU1901                          STATION DESCRIPTION
 PU1901
 PU1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1901'20.1 MI NW FROM NISLAND.
 PU1901'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1901'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1901'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1901'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1901'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1901'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1901'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1901'COUNTY ROAD, THENCE 8.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1901'36 FEET EAST OF THE CENTERLINE OF THE ROAD, 25.7 FEET NORTH OF
 PU1901'THE CENTERLINE OF A TRACK ROAD LEADING EAST, 8.3 FEET NORTHWEST
 PU1901'OF THE NORTH END OF A WIRE GATE, 2.6 FEET WEST OF A NORTH-SOUTH
 PU1901'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 PU1901'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1901'PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1269 ***********************************************************************
 PU1269  DESIGNATION -  M 416
 PU1269  PID         -  PU1269
 PU1269  STATE/COUNTY-  SD/BUTTE
 PU1269  COUNTRY     -  US
 PU1269  USGS QUAD   -  OWL BUTTE (2017)
 PU1269
 PU1269                         *CURRENT SURVEY CONTROL
 PU1269  ______________________________________________________________________
 PU1269* NAD 83(1986) POSITION- 44 52 01.7    (N) 103 07 44.3    (W)   HD_HELD2
 PU1269* NAVD 88 ORTHO HEIGHT -   902.081 (meters)     2959.58  (feet) ADJUSTED
 PU1269  ______________________________________________________________________
 PU1269  GEOID HEIGHT    -        -17.019 (meters)                     GEOID18
 PU1269  DYNAMIC HEIGHT  -        901.864 (meters)     2958.87  (feet) COMP
 PU1269  MODELED GRAVITY -    980,346.1   (mgal)                       NAVD 88
 PU1269
 PU1269  VERT ORDER      -  FIRST     CLASS II
 PU1269
 PU1269.The horizontal coordinates were established by autonomous hand held GPS
 PU1269.observations and have an estimated accuracy of +/- 10 meters.
 PU1269
 PU1269.The orthometric height was determined by differential leveling and
 PU1269.adjusted by the NATIONAL GEODETIC SURVEY
 PU1269.in July 1998.
 PU1269
 PU1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1269.GEOID18 height accuracy estimate available here.
 PU1269
 PU1269.Click photographs - Photos may exist for this station.
 PU1269
 PU1269.The dynamic height is computed by dividing the NAVD 88
 PU1269.geopotential number by the normal gravity value computed on the
 PU1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1269.degrees latitude (g = 980.6199 gals.).
 PU1269
 PU1269.The modeled gravity was interpolated from observed gravity values.
 PU1269
 PU1269;                    North         East    Units  Estimated Accuracy
 PU1269;SPC SD N     -   119,656.      352,796.      MT  (+/- 10 meters HH2 GPS)
 PU1269
 PU1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4780669894(NAD 83)
 PU1269
 PU1269                          SUPERSEDED SURVEY CONTROL
 PU1269
 PU1269  NAVD 88 (06/15/91)  902.070  (m)         2959.54   (f) SUPERSEDED  1 2
 PU1269  NGVD 29 (??/??/92)  901.587  (m)         2957.96   (f) ADJ UNCH    1 2
 PU1269
 PU1269.Superseded values are not recommended for survey control.
 PU1269
 PU1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1269.See file dsdata.pdf to determine how the superseded data were derived.
 PU1269
 PU1269_MARKER: DB = BENCH MARK DISK
 PU1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1269_STAMPING: M 416 1963
 PU1269_MARK LOGO: CGS
 PU1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1269+STABILITY: SURFACE MOTION
 PU1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1269+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 PU1269
 PU1269  HISTORY     - Date     Condition        Report By
 PU1269  HISTORY     - 1963     MONUMENTED       CGS
 PU1269  HISTORY     - 19951116 GOOD             NGS
 PU1269  HISTORY     - 20110821 GOOD             GEOCAC
 PU1269
 PU1269                          STATION DESCRIPTION
 PU1269
 PU1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1269'18.1 MI NE FROM NEWELL.
 PU1269'ABOUT 18.1 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1269'SCHOOL AT NEWELL, 94 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PU1269'HIGHWAY, 45.5 FEET SOUTHWEST OF THE CENTERLINE OF A PRIVATE DIRT
 PU1269'ROAD LEADING SOUTHEAST, 12 FEET NORTHWEST OF A POWER POLE, 2.0
 PU1269'FEET NORTHWEST OF A FENCE, 1.6 FEET NORTHEAST OF A METAL WITNESS
 PU1269'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 PU1269'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1269
 PU1269                          STATION RECOVERY (1995)
 PU1269
 PU1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1269'29.0 KM (18.00 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1269'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 296.0 M (971.1 FT) NORTHEAST
 PU1269'OF MILEPOST 57, 23.6 M (77.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 PU1269'10.7 M (35.1 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 PU1269'3.4 M (11.2 FT) NORTHWEST OF UTILITY POLE NUMBER 11 S 34 2581, 1.0 M
 PU1269'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A
 PU1269'FENCE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 PU1269'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 PU1269
 PU1269                          STATION RECOVERY (2011)
 PU1269
 PU1269'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1327 ***********************************************************************
 PU1327  DESIGNATION -  M 417
 PU1327  PID         -  PU1327
 PU1327  STATE/COUNTY-  SD/BUTTE
 PU1327  COUNTRY     -  US
 PU1327  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1327
 PU1327                         *CURRENT SURVEY CONTROL
 PU1327  ______________________________________________________________________
 PU1327* NAD 83(1986) POSITION- 44 57 29.     (N) 103 18 07.     (W)   SCALED
 PU1327* NAVD 88 ORTHO HEIGHT -   911.669 (meters)     2991.03  (feet) ADJUSTED
 PU1327  ______________________________________________________________________
 PU1327  GEOID HEIGHT    -        -16.649 (meters)                     GEOID18
 PU1327  DYNAMIC HEIGHT  -        911.455 (meters)     2990.33  (feet) COMP
 PU1327  MODELED GRAVITY -    980,351.3   (mgal)                       NAVD 88
 PU1327
 PU1327  VERT ORDER      -  SECOND    CLASS 0
 PU1327
 PU1327.The horizontal coordinates were scaled from a map and have
 PU1327.an estimated accuracy of +/- 6 seconds.
 PU1327
 PU1327.The orthometric height was determined by differential leveling and
 PU1327.adjusted by the NATIONAL GEODETIC SURVEY
 PU1327.in June 1991.
 PU1327
 PU1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1327.GEOID18 height accuracy estimate available here.
 PU1327
 PU1327.Click photographs - Photos may exist for this station.
 PU1327
 PU1327.The dynamic height is computed by dividing the NAVD 88
 PU1327.geopotential number by the normal gravity value computed on the
 PU1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1327.degrees latitude (g = 980.6199 gals.).
 PU1327
 PU1327.The modeled gravity was interpolated from observed gravity values.
 PU1327
 PU1327;                    North         East    Units  Estimated Accuracy
 PU1327;SPC SD N     -   130,290.      339,550.      MT  (+/- 180 meters Scaled)
 PU1327
 PU1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK339796(NAD 83)
 PU1327
 PU1327                          SUPERSEDED SURVEY CONTROL
 PU1327
 PU1327  NGVD 29 (??/??/92)  911.195  (m)         2989.48   (f) ADJ UNCH    2 0
 PU1327
 PU1327.Superseded values are not recommended for survey control.
 PU1327
 PU1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1327.See file dsdata.pdf to determine how the superseded data were derived.
 PU1327
 PU1327_MARKER: DB = BENCH MARK DISK
 PU1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1327_STAMPING: M 417 1963
 PU1327_MARK LOGO: CGS
 PU1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1327+STABILITY: SURFACE MOTION
 PU1327
 PU1327  HISTORY     - Date     Condition        Report By
 PU1327  HISTORY     - 1963     MONUMENTED       CGS
 PU1327
 PU1327                          STATION DESCRIPTION
 PU1327
 PU1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1327'6.8 MI SE FROM CASTLE ROCK.
 PU1327'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1327'AT CASTLE ROCK, THENCE 6.25 MILES SOUTHEAST ALONG A GRADED
 PU1327'COUNTY ROAD, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 PU1327'20 FEET NORTH OF THE NORTHWEST CORNER OF A CATTLE GUARD, 1.6
 PU1327'FEET EAST OF A NORTH-SOUTH FENCE, 1.6 FEET SOUTH OF A METAL
 PU1327'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 PU1327'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1472 ***********************************************************************
 PU1472  DESIGNATION -  M 418
 PU1472  PID         -  PU1472
 PU1472  STATE/COUNTY-  SD/MEADE
 PU1472  COUNTRY     -  US
 PU1472  USGS QUAD   -  FORT MEADE NE (2017)
 PU1472
 PU1472                         *CURRENT SURVEY CONTROL
 PU1472  ______________________________________________________________________
 PU1472* NAD 83(1986) POSITION- 44 28 28.     (N) 103 19 38.     (W)   SCALED
 PU1472* NAVD 88 ORTHO HEIGHT -   880.968 (meters)     2890.31  (feet) ADJUSTED
 PU1472  ______________________________________________________________________
 PU1472  GEOID HEIGHT    -        -16.289 (meters)                     GEOID18
 PU1472  DYNAMIC HEIGHT  -        880.716 (meters)     2889.48  (feet) COMP
 PU1472  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 PU1472
 PU1472  VERT ORDER      -  FIRST     CLASS II
 PU1472
 PU1472.The horizontal coordinates were scaled from a map and have
 PU1472.an estimated accuracy of +/- 6 seconds.
 PU1472
 PU1472.The orthometric height was determined by differential leveling and
 PU1472.adjusted by the NATIONAL GEODETIC SURVEY
 PU1472.in October 1997.
 PU1472
 PU1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1472.GEOID18 height accuracy estimate available here.
 PU1472
 PU1472.Click photographs - Photos may exist for this station.
 PU1472
 PU1472.The dynamic height is computed by dividing the NAVD 88
 PU1472.geopotential number by the normal gravity value computed on the
 PU1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1472.degrees latitude (g = 980.6199 gals.).
 PU1472
 PU1472.The modeled gravity was interpolated from observed gravity values.
 PU1472
 PU1472;                    North         East    Units  Estimated Accuracy
 PU1472;SPC SD N     -    76,680.      335,350.      MT  (+/- 180 meters Scaled)
 PU1472
 PU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK330259(NAD 83)
 PU1472
 PU1472                          SUPERSEDED SURVEY CONTROL
 PU1472
 PU1472  NAVD 88 (06/15/91)  880.974  (m)         2890.33   (f) SUPERSEDED  1 2
 PU1472  NGVD 29 (??/??/92)  880.484  (m)         2888.72   (f) ADJ UNCH    1 2
 PU1472
 PU1472.Superseded values are not recommended for survey control.
 PU1472
 PU1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1472.See file dsdata.pdf to determine how the superseded data were derived.
 PU1472
 PU1472_MARKER: DB = BENCH MARK DISK
 PU1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1472_STAMPING: M 418 1963
 PU1472_MARK LOGO: CGS
 PU1472_PROJECTION: FLUSH
 PU1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1472+STABILITY: SURFACE MOTION
 PU1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1472+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2012
 PU1472
 PU1472  HISTORY     - Date     Condition        Report By
 PU1472  HISTORY     - 1963     MONUMENTED       CGS
 PU1472  HISTORY     - 19950513 GOOD             NGS
 PU1472  HISTORY     - 20120411 GOOD             INDIV
 PU1472
 PU1472                          STATION DESCRIPTION
 PU1472
 PU1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1472'1 MI W FROM BEAR BUTTE.
 PU1472'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 34 FROM THE CATHOLIC
 PU1472'CHURCH AT BEAR BUTTE, 79 FEET NORTHEAST OF THE CENTER OF THE
 PU1472'T-JUNCTION OF A ROAD LEADING NORTH, 74 FEET NORTH OF THE
 PU1472'CENTERLINE OF THE HIGHWAY, 23 FEET EAST OF THE CENTERLINE
 PU1472'OF THE ROAD LEADING NORTH, 5.0 FEET SOUTHEAST OF A FENCE
 PU1472'CORNER, 1.8 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL
 PU1472'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 PU1472'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1472
 PU1472                          STATION RECOVERY (1995)
 PU1472
 PU1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1472'19.4 KM (12.05 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1472'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 54.0 M (177.2 FT) WEST
 PU1472'OF THE CENTER OF A DRIVEWAY, 40.0 M (131.2 FT) NORTHWEST OF MILEPOST
 PU1472'46, 22.3 M (73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT)
 PU1472'EAST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) SOUTH OF A
 PU1472'FENCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 PU1472'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU1472'SURFACE.
 PU1472
 PU1472                          STATION RECOVERY (2012)
 PU1472
 PU1472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1465 ***********************************************************************
 PU1465  DESIGNATION -  M 419
 PU1465  PID         -  PU1465
 PU1465  STATE/COUNTY-  SD/MEADE
 PU1465  COUNTRY     -  US
 PU1465  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU1465
 PU1465                         *CURRENT SURVEY CONTROL
 PU1465  ______________________________________________________________________
 PU1465* NAD 83(1986) POSITION- 44 29 08.     (N) 103 12 39.     (W)   SCALED
 PU1465* NAVD 88 ORTHO HEIGHT -   827.741 (meters)     2715.68  (feet) ADJUSTED
 PU1465  ______________________________________________________________________
 PU1465  GEOID HEIGHT    -        -16.710 (meters)                     GEOID18
 PU1465  DYNAMIC HEIGHT  -        827.515 (meters)     2714.94  (feet) COMP
 PU1465  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 PU1465
 PU1465  VERT ORDER      -  FIRST     CLASS II
 PU1465
 PU1465.The horizontal coordinates were scaled from a map and have
 PU1465.an estimated accuracy of +/- 6 seconds.
 PU1465
 PU1465.The orthometric height was determined by differential leveling and
 PU1465.adjusted by the NATIONAL GEODETIC SURVEY
 PU1465.in October 1997.
 PU1465
 PU1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1465.GEOID18 height accuracy estimate available here.
 PU1465
 PU1465.Click photographs - Photos may exist for this station.
 PU1465
 PU1465.The dynamic height is computed by dividing the NAVD 88
 PU1465.geopotential number by the normal gravity value computed on the
 PU1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1465.degrees latitude (g = 980.6199 gals.).
 PU1465
 PU1465.The modeled gravity was interpolated from observed gravity values.
 PU1465
 PU1465;                    North         East    Units  Estimated Accuracy
 PU1465;SPC SD N     -    77,540.      344,650.      MT  (+/- 180 meters Scaled)
 PU1465
 PU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK422273(NAD 83)
 PU1465
 PU1465                          SUPERSEDED SURVEY CONTROL
 PU1465
 PU1465  NAVD 88 (06/15/91)  827.768  (m)         2715.77   (f) SUPERSEDED  1 2
 PU1465  NGVD 29 (??/??/92)  827.287  (m)         2714.19   (f) ADJ UNCH    1 2
 PU1465
 PU1465.Superseded values are not recommended for survey control.
 PU1465
 PU1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1465.See file dsdata.pdf to determine how the superseded data were derived.
 PU1465
 PU1465_MARKER: DB = BENCH MARK DISK
 PU1465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1465_SP_SET: HEADWALL
 PU1465_STAMPING: M 419 1963
 PU1465_MARK LOGO: CGS
 PU1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1465+STABILITY: SURFACE MOTION
 PU1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1465+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2012
 PU1465
 PU1465  HISTORY     - Date     Condition        Report By
 PU1465  HISTORY     - 1963     MONUMENTED       CGS
 PU1465  HISTORY     - 19950513 GOOD             NGS
 PU1465  HISTORY     - 20120411 GOOD             INDIV
 PU1465
 PU1465                          STATION DESCRIPTION
 PU1465
 PU1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1465'4.5 MI W FROM VOLUNTEER.
 PU1465'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1465'VOLUNTEER, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 PU1465'HEADWALL OF A 10 X 20 FOOT CONCRETE CULVERT, 28 FEET NORTH OF THE
 PU1465'CENTERLINE OF THE HIGHWAY, 0.7 FOOT EAST OF THE WEST EDGE OF THE
 PU1465'HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK CAN
 PU1465'ALSO BE REACHED BY GOING 5.1 MILES NORTHEAST ALONG STATE HIGHWAY
 PU1465'34 FROM THE CATHOLIC CHURCH AT BEAR BUTTE.
 PU1465
 PU1465                          STATION RECOVERY (1995)
 PU1465
 PU1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1465'29.2 KM (18.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1465'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 0.2 M
 PU1465'(0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 PU1465'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 127.4 M (418.0 FT) EAST OF
 PU1465'MILEPOST 52, 8.6 M (28.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND
 PU1465'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PU1465
 PU1465                          STATION RECOVERY (2012)
 PU1465
 PU1465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0604 ***********************************************************************
 OT0604  DESIGNATION -  M 427
 OT0604  PID         -  OT0604
 OT0604  STATE/COUNTY-  SD/FALL RIVER
 OT0604  COUNTRY     -  US
 OT0604  USGS QUAD   -  ARDMORE (2017)
 OT0604
 OT0604                         *CURRENT SURVEY CONTROL
 OT0604  ______________________________________________________________________
 OT0604* NAD 83(1986) POSITION- 43 01 06.     (N) 103 39 27.     (W)   SCALED
 OT0604* NAVD 88 ORTHO HEIGHT -  1084.628 (meters)     3558.48  (feet) ADJUSTED
 OT0604  ______________________________________________________________________
 OT0604  GEOID HEIGHT    -        -16.013 (meters)                     GEOID18
 OT0604  DYNAMIC HEIGHT  -       1084.136 (meters)     3556.87  (feet) COMP
 OT0604  MODELED GRAVITY -    980,128.5   (mgal)                       NAVD 88
 OT0604
 OT0604  VERT ORDER      -  FIRST     CLASS II
 OT0604
 OT0604.The horizontal coordinates were scaled from a map and have
 OT0604.an estimated accuracy of +/- 6 seconds.
 OT0604
 OT0604.The orthometric height was determined by differential leveling and
 OT0604.adjusted by the NATIONAL GEODETIC SURVEY
 OT0604.in June 1991.
 OT0604
 OT0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0604.GEOID18 height accuracy estimate available here.
 OT0604
 OT0604.Click photographs - Photos may exist for this station.
 OT0604
 OT0604.The dynamic height is computed by dividing the NAVD 88
 OT0604.geopotential number by the normal gravity value computed on the
 OT0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0604.degrees latitude (g = 980.6199 gals.).
 OT0604
 OT0604.The modeled gravity was interpolated from observed gravity values.
 OT0604
 OT0604;                    North         East    Units  Estimated Accuracy
 OT0604;SPC SD S     -    81,520.      329,110.      MT  (+/- 180 meters Scaled)
 OT0604
 OT0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH093637(NAD 83)
 OT0604
 OT0604                          SUPERSEDED SURVEY CONTROL
 OT0604
 OT0604.No superseded survey control is available for this station.
 OT0604
 OT0604_MARKER: I = METAL ROD
 OT0604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0604_STAMPING: M 427 1985
 OT0604_MARK LOGO: NGS
 OT0604_PROJECTION: FLUSH
 OT0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0604+STABILITY: POSITION/ELEVATION WELL
 OT0604_ROD/PIPE-DEPTH: 11.6 meters
 OT0604_SLEEVE-DEPTH  : 7.0 meters
 OT0604
 OT0604  HISTORY     - Date     Condition        Report By
 OT0604  HISTORY     - 1985     MONUMENTED       NGS
 OT0604
 OT0604                          STATION DESCRIPTION
 OT0604
 OT0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0604'IN ARDMORE.
 OT0604'IN ARDMORE, AT THE SOUTHEAST CORNER OF THE ST. ALOYSIUS CATHOLIC
 OT0604'CHURCH, 24.7 METERS (81 FT) EAST OF THE HIGHWAY CENTERLINE, 5.2
 OT0604'METERS (17 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 6.0
 OT0604'METERS (19.6 FT) NORTHEAST OF A 32-INCH ELM TREE, 2.9 METERS (9.6 FT)
 OT0604'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK AND 6.9 METERS (22.7
 OT0604'FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM
 OT0604'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0604'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0646 ***********************************************************************
 QS0646  DESIGNATION -  M 428
 QS0646  PID         -  QS0646
 QS0646  STATE/COUNTY-  SD/CORSON
 QS0646  COUNTRY     -  US
 QS0646  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0646
 QS0646                         *CURRENT SURVEY CONTROL
 QS0646  ______________________________________________________________________
 QS0646* NAD 83(1986) POSITION- 45 33 54.     (N) 101 25 44.     (W)   SCALED
 QS0646* NAVD 88 ORTHO HEIGHT -   676.688 (meters)     2220.10  (feet) ADJUSTED
 QS0646  ______________________________________________________________________
 QS0646  GEOID HEIGHT    -        -20.379 (meters)                     GEOID18
 QS0646  DYNAMIC HEIGHT  -        676.606 (meters)     2219.83  (feet) COMP
 QS0646  MODELED GRAVITY -    980,473.2   (mgal)                       NAVD 88
 QS0646
 QS0646  VERT ORDER      -  FIRST     CLASS II
 QS0646
 QS0646.The horizontal coordinates were scaled from a map and have
 QS0646.an estimated accuracy of +/- 6 seconds.
 QS0646
 QS0646.The orthometric height was determined by differential leveling and
 QS0646.adjusted by the NATIONAL GEODETIC SURVEY
 QS0646.in June 1991.
 QS0646
 QS0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0646.GEOID18 height accuracy estimate available here.
 QS0646
 QS0646.Click photographs - Photos may exist for this station.
 QS0646
 QS0646.The dynamic height is computed by dividing the NAVD 88
 QS0646.geopotential number by the normal gravity value computed on the
 QS0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0646.degrees latitude (g = 980.6199 gals.).
 QS0646
 QS0646.The modeled gravity was interpolated from observed gravity values.
 QS0646
 QS0646;                    North         East    Units  Estimated Accuracy
 QS0646;SPC SD N     -   193,420.      488,460.      MT  (+/- 180 meters Scaled)
 QS0646
 QS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR104485(NAD 83)
 QS0646
 QS0646                          SUPERSEDED SURVEY CONTROL
 QS0646
 QS0646.No superseded survey control is available for this station.
 QS0646
 QS0646_MARKER: I = METAL ROD
 QS0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0646_STAMPING: M 428 1985
 QS0646_MARK LOGO: NGS
 QS0646_PROJECTION: FLUSH
 QS0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0646_ROD/PIPE-DEPTH: 4.9 meters
 QS0646
 QS0646  HISTORY     - Date     Condition        Report By
 QS0646  HISTORY     - 1985     MONUMENTED       NGS
 QS0646
 QS0646                          STATION DESCRIPTION
 QS0646
 QS0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0646'19.0 KM (11.8 MI) NORTH FROM ISABEL.
 QS0646'19.0 KM (11.8 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0646'ISABEL, NEAR MILEPOST 205, 30.5 METERS (100 FT) EAST OF THE HIGHWAY
 QS0646'CENTERLINE, 26.5 METERS (87 FT) SOUTHEAST OF THE MILEPOST, 10.4 METERS
 QS0646'(34 FT) NORTH OF THE CENTER OF A WIRE GATE AND TRACK ROAD AND 0.3
 QS0646'METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 QS0646'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0646'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0646'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0625 ***********************************************************************
 OT0625  DESIGNATION -  M 429
 OT0625  PID         -  OT0625
 OT0625  STATE/COUNTY-  SD/FALL RIVER
 OT0625  COUNTRY     -  US
 OT0625  USGS QUAD   -  EDGEMONT (2017)
 OT0625
 OT0625                         *CURRENT SURVEY CONTROL
 OT0625  ______________________________________________________________________
 OT0625* NAD 83(1986) POSITION- 43 20 51.     (N) 103 51 03.     (W)   SCALED
 OT0625* NAVD 88 ORTHO HEIGHT -  1103.301 (meters)     3619.75  (feet) ADJUSTED
 OT0625  ______________________________________________________________________
 OT0625  GEOID HEIGHT    -        -14.958 (meters)                     GEOID18
 OT0625  DYNAMIC HEIGHT  -       1102.841 (meters)     3618.24  (feet) COMP
 OT0625  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 OT0625
 OT0625  VERT ORDER      -  FIRST     CLASS II
 OT0625
 OT0625.The horizontal coordinates were scaled from a map and have
 OT0625.an estimated accuracy of +/- 6 seconds.
 OT0625
 OT0625.The orthometric height was determined by differential leveling and
 OT0625.adjusted by the NATIONAL GEODETIC SURVEY
 OT0625.in June 1991.
 OT0625
 OT0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0625.GEOID18 height accuracy estimate available here.
 OT0625
 OT0625.Click photographs - Photos may exist for this station.
 OT0625
 OT0625.The dynamic height is computed by dividing the NAVD 88
 OT0625.geopotential number by the normal gravity value computed on the
 OT0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0625.degrees latitude (g = 980.6199 gals.).
 OT0625
 OT0625.The modeled gravity was interpolated from observed gravity values.
 OT0625
 OT0625;                    North         East    Units  Estimated Accuracy
 OT0625;SPC SD S     -   118,700.      314,910.      MT  (+/- 180 meters Scaled)
 OT0625
 OT0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ931000(NAD 83)
 OT0625
 OT0625                          SUPERSEDED SURVEY CONTROL
 OT0625
 OT0625.No superseded survey control is available for this station.
 OT0625
 OT0625_MARKER: I = METAL ROD
 OT0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0625_STAMPING: M 429 1985
 OT0625_MARK LOGO: NGS
 OT0625_PROJECTION: FLUSH
 OT0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0625_ROD/PIPE-DEPTH: 6.1 meters
 OT0625
 OT0625  HISTORY     - Date     Condition        Report By
 OT0625  HISTORY     - 1985     MONUMENTED       NGS
 OT0625
 OT0625                          STATION DESCRIPTION
 OT0625
 OT0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0625'5.4 KM (3.35 MI) NORTH FROM EDGEMONT.
 OT0625'5.4 KM (3.35 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0625'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0625'EDGEMONT, ON THE OUTSIDE OF THE CENTER OF A CURVE, 22.0 METERS (72 FT)
 OT0625'SOUTHWEST OF THE CENTER OF THE ROAD, 0.6 METER (2 FT) NORTH OF A
 OT0625'RIGHT-OF-WAY FENCE AND 0.6 METER (2 FT) NORTHEAST OF A RIGHT-OF-WAY
 OT0625'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0625'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0625'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0656 ***********************************************************************
 OT0656  DESIGNATION -  M 430
 OT0656  PID         -  OT0656
 OT0656  STATE/COUNTY-  SD/CUSTER
 OT0656  COUNTRY     -  US
 OT0656  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0656
 OT0656                         *CURRENT SURVEY CONTROL
 OT0656  ______________________________________________________________________
 OT0656* NAD 83(1986) POSITION- 43 31 55.70   (N) 103 19 37.41   (W)   HD_HELD1
 OT0656* NAVD 88 ORTHO HEIGHT -  1050.242 (meters)     3445.67  (feet) ADJUSTED
 OT0656  ______________________________________________________________________
 OT0656  GEOID HEIGHT    -        -15.880 (meters)                     GEOID18
 OT0656  DYNAMIC HEIGHT  -       1049.824 (meters)     3444.30  (feet) COMP
 OT0656  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 OT0656
 OT0656  VERT ORDER      -  FIRST     CLASS II
 OT0656
 OT0656.The horizontal coordinates were determined by differentially corrected
 OT0656.hand held GPS observations or other comparable positioning techniques
 OT0656.and have an estimated accuracy of +/- 3 meters.
 OT0656
 OT0656.The orthometric height was determined by differential leveling and
 OT0656.adjusted by the NATIONAL GEODETIC SURVEY
 OT0656.in June 1991.
 OT0656
 OT0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0656.GEOID18 height accuracy estimate available here.
 OT0656
 OT0656.Click photographs - Photos may exist for this station.
 OT0656
 OT0656.The dynamic height is computed by dividing the NAVD 88
 OT0656.geopotential number by the normal gravity value computed on the
 OT0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0656.degrees latitude (g = 980.6199 gals.).
 OT0656
 OT0656.The modeled gravity was interpolated from observed gravity values.
 OT0656
 OT0656;                    North         East    Units  Estimated Accuracy
 OT0656;SPC SD S     -   137,536.9     358,080.6     MT  (+/- 3 meters HH1 GPS) 
 OT0656
 OT0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3517721270(NAD 83)
 OT0656
 OT0656                          SUPERSEDED SURVEY CONTROL
 OT0656
 OT0656.No superseded survey control is available for this station.
 OT0656
 OT0656_MARKER: I = METAL ROD
 OT0656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0656_STAMPING: M 430 1985
 OT0656_MARK LOGO: NGS
 OT0656_PROJECTION: FLUSH
 OT0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0656_ROD/PIPE-DEPTH: 7.3 meters
 OT0656
 OT0656  HISTORY     - Date     Condition        Report By
 OT0656  HISTORY     - 1985     MONUMENTED       NGS
 OT0656
 OT0656                          STATION DESCRIPTION
 OT0656
 OT0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0656'38.1 KM (23.7 MI) SOUTH FROM HERMOSA.
 OT0656'38.1 KM (23.7 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0656'STATE HIGHWAY 40 EAST AT HERMOSA, 2.3 KM (1.45 MI) NORTH OF THE
 OT0656'CROSSING OF BEAVER CREEK, 30.3 METERS (99.5 FT) EAST OF THE HIGHWAY
 OT0656'CENTERLINE, 92.0 METERS (302 FT) SOUTH OF MILEPOST 37, 20.9 METERS
 OT0656'(68.5 FT) EAST OF THE EAST END OF A 24-INCH CONCRETE PIPE CULVERT AND
 OT0656'0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0656'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0656'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0656'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0682 ***********************************************************************
 OT0682  DESIGNATION -  M 431
 OT0682  PID         -  OT0682
 OT0682  STATE/COUNTY-  SD/PENNINGTON
 OT0682  COUNTRY     -  US
 OT0682  USGS QUAD   -  HERMOSA NW (2017)
 OT0682
 OT0682                         *CURRENT SURVEY CONTROL
 OT0682  ______________________________________________________________________
 OT0682* NAD 83(1986) POSITION- 43 57 28.     (N) 103 11 10.     (W)   SCALED
 OT0682* NAVD 88 ORTHO HEIGHT -  1024.750 (meters)     3362.03  (feet) ADJUSTED
 OT0682  ______________________________________________________________________
 OT0682  GEOID HEIGHT    -        -16.084 (meters)                     GEOID18
 OT0682  DYNAMIC HEIGHT  -       1024.381 (meters)     3360.82  (feet) COMP
 OT0682  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 OT0682
 OT0682  VERT ORDER      -  FIRST     CLASS II
 OT0682
 OT0682.The horizontal coordinates were scaled from a map and have
 OT0682.an estimated accuracy of +/- 6 seconds.
 OT0682
 OT0682.The orthometric height was determined by differential leveling and
 OT0682.adjusted by the NATIONAL GEODETIC SURVEY
 OT0682.in June 1991.
 OT0682
 OT0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0682.GEOID18 height accuracy estimate available here.
 OT0682
 OT0682.Click photographs - Photos may exist for this station.
 OT0682
 OT0682.The dynamic height is computed by dividing the NAVD 88
 OT0682.geopotential number by the normal gravity value computed on the
 OT0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0682.degrees latitude (g = 980.6199 gals.).
 OT0682
 OT0682.The modeled gravity was interpolated from observed gravity values.
 OT0682
 OT0682;                    North         East    Units  Estimated Accuracy
 OT0682;SPC SD S     -   184,400.      371,090.      MT  (+/- 180 meters Scaled)
 OT0682
 OT0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ455687(NAD 83)
 OT0682
 OT0682                          SUPERSEDED SURVEY CONTROL
 OT0682
 OT0682.No superseded survey control is available for this station.
 OT0682
 OT0682_MARKER: I = METAL ROD
 OT0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0682_STAMPING: M 431 1985
 OT0682_MARK LOGO: NGS
 OT0682_PROJECTION: FLUSH
 OT0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0682_ROD/PIPE-DEPTH: 7.3 meters
 OT0682
 OT0682  HISTORY     - Date     Condition        Report By
 OT0682  HISTORY     - 1985     MONUMENTED       NGS
 OT0682  HISTORY     - 20120312 MARK NOT FOUND   INDIV
 OT0682
 OT0682                          STATION DESCRIPTION
 OT0682
 OT0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0682'14.1 KM (8.75 MI) SOUTH FROM RAPID CITY.
 OT0682'1.15 KM (8.85 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 OT0682'RAPID CITY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A COUNTY
 OT0682'ROAD, 0.85 KM (0.55 MI) NORTH OF THE CROSSING OF SPRING CREEK, 0.27 KM
 OT0682'(0.17 MI) SOUTH OF MILEPOST 69, ALSO 13.4 KM (8.4 MI) NORTH OF
 OT0682'HERMOSA, 29.9 METERS (98 FT) WEST OF THE HIGHWAY CENTERLINE,
 OT0682'20.3 METERS (66.5 FT) NORTH OF THE CENTER OF THE ROAD, 12.8 METERS (42
 OT0682'FT) NORTH OF A FENCE CORNER, 1.7 METERS (5.5 FT) SOUTH OF THE WEST
 OT0682'POLE OF A POWER LINE CROSSING AND 0.3 METER (1 FT) EAST OF THE
 OT0682'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0682'5-INCH LOGO CAP.
 OT0682'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0682'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0682
 OT0682                          STATION RECOVERY (2012)
 OT0682
 OT0682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0682'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0903 ***********************************************************************
 PT0903  DESIGNATION -  M 432
 PT0903  PID         -  PT0903
 PT0903  STATE/COUNTY-  SD/HAAKON
 PT0903  COUNTRY     -  US
 PT0903  USGS QUAD   -  MIDLAND (2017)
 PT0903
 PT0903                         *CURRENT SURVEY CONTROL
 PT0903  ______________________________________________________________________
 PT0903* NAD 83(1986) POSITION- 44 04 40.     (N) 101 08 49.     (W)   SCALED
 PT0903* NAVD 88 ORTHO HEIGHT -   574.693 (meters)     1885.47  (feet) ADJUSTED
 PT0903  ______________________________________________________________________
 PT0903  GEOID HEIGHT    -        -22.872 (meters)                     GEOID18
 PT0903  DYNAMIC HEIGHT  -        574.531 (meters)     1884.94  (feet) COMP
 PT0903  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 PT0903
 PT0903  VERT ORDER      -  FIRST     CLASS II
 PT0903
 PT0903.The horizontal coordinates were scaled from a map and have
 PT0903.an estimated accuracy of +/- 6 seconds.
 PT0903
 PT0903.The orthometric height was determined by differential leveling and
 PT0903.adjusted by the NATIONAL GEODETIC SURVEY
 PT0903.in June 1991.
 PT0903
 PT0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0903.GEOID18 height accuracy estimate available here.
 PT0903
 PT0903.Click photographs - Photos may exist for this station.
 PT0903
 PT0903.The dynamic height is computed by dividing the NAVD 88
 PT0903.geopotential number by the normal gravity value computed on the
 PT0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0903.degrees latitude (g = 980.6199 gals.).
 PT0903
 PT0903.The modeled gravity was interpolated from observed gravity values.
 PT0903
 PT0903;                    North         East    Units  Estimated Accuracy
 PT0903;SPC SD S     -   194,120.      534,830.      MT  (+/- 180 meters Scaled)
 PT0903
 PT0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP280827(NAD 83)
 PT0903
 PT0903                          SUPERSEDED SURVEY CONTROL
 PT0903
 PT0903.No superseded survey control is available for this station.
 PT0903
 PT0903_MARKER: I = METAL ROD
 PT0903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0903_STAMPING: M 432 1985
 PT0903_MARK LOGO: NGS
 PT0903_PROJECTION: FLUSH
 PT0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0903+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0903_ROD/PIPE-DEPTH: 11.0 meters
 PT0903
 PT0903  HISTORY     - Date     Condition        Report By
 PT0903  HISTORY     - 1985     MONUMENTED       NGS
 PT0903  HISTORY     - 20120605 GOOD             INDIV
 PT0903
 PT0903                          STATION DESCRIPTION
 PT0903
 PT0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0903'1.5 KM (0.95 MI) NE FROM MIDLAND.
 PT0903'1.48 KM (0.92 MI) NORTHEAST ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0903'FROM THEIR JUNCTION AT MIDLAND, 0.46 KM (0.29 MI) NORTH OF MILEPOST
 PT0903'169, 30.2 METERS (99 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 45.7
 PT0903'METERS (150 FT) EAST OF THE EAST CORNER OF THE BRIDGE OVER MITCHELL
 PT0903'CREEK, 7.3 METERS (24 FT) SOUTHWEST OF THE SOUTHWEST END OF A WIRE
 PT0903'GATE IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) NORTHWEST OF THE
 PT0903'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PT0903'5-INCH LOGO CAP.
 PT0903'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PT0903'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 PT0903
 PT0903                          STATION RECOVERY (2012)
 PT0903
 PT0903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0950 ***********************************************************************
 PT0950  DESIGNATION -  M 433
 PT0950  PID         -  PT0950
 PT0950  STATE/COUNTY-  SD/ZIEBACH
 PT0950  COUNTRY     -  US
 PT0950  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0950
 PT0950                         *CURRENT SURVEY CONTROL
 PT0950  ______________________________________________________________________
 PT0950* NAD 83(1986) POSITION- 44 42 38.     (N) 101 13 31.     (W)   SCALED
 PT0950* NAVD 88 ORTHO HEIGHT -   547.653 (meters)     1796.76  (feet) ADJUSTED
 PT0950  ______________________________________________________________________
 PT0950  GEOID HEIGHT    -        -21.805 (meters)                     GEOID18
 PT0950  DYNAMIC HEIGHT  -        547.549 (meters)     1796.42  (feet) COMP
 PT0950  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 PT0950
 PT0950  VERT ORDER      -  FIRST     CLASS II
 PT0950
 PT0950.The horizontal coordinates were scaled from a map and have
 PT0950.an estimated accuracy of +/- 6 seconds.
 PT0950
 PT0950.The orthometric height was determined by differential leveling and
 PT0950.adjusted by the NATIONAL GEODETIC SURVEY
 PT0950.in June 1991.
 PT0950
 PT0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0950.GEOID18 height accuracy estimate available here.
 PT0950
 PT0950.Click photographs - Photos may exist for this station.
 PT0950
 PT0950.The dynamic height is computed by dividing the NAVD 88
 PT0950.geopotential number by the normal gravity value computed on the
 PT0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0950.degrees latitude (g = 980.6199 gals.).
 PT0950
 PT0950.The modeled gravity was interpolated from observed gravity values.
 PT0950
 PT0950;                    North         East    Units  Estimated Accuracy
 PT0950;SPC SD N     -    98,210.      502,910.      MT  (+/- 180 meters Scaled)
 PT0950
 PT0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ237532(NAD 83)
 PT0950
 PT0950                          SUPERSEDED SURVEY CONTROL
 PT0950
 PT0950.No superseded survey control is available for this station.
 PT0950
 PT0950_MARKER: I = METAL ROD
 PT0950_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0950+WITH SETTING: INFORMATION.
 PT0950_STAMPING: M 433 1985
 PT0950_MARK LOGO: NGS
 PT0950_PROJECTION: FLUSH
 PT0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0950+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 PT0950_ROD/PIPE-DEPTH: 2.4 meters
 PT0950
 PT0950  HISTORY     - Date     Condition        Report By
 PT0950  HISTORY     - 1985     MONUMENTED       NGS
 PT0950  HISTORY     - 20110411 GOOD             INDIV
 PT0950
 PT0950                          STATION DESCRIPTION
 PT0950
 PT0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0950'38.1 KM (23.7 MI) SOUTH FROM EAGLE BUTTE.
 PT0950'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0950'STREET AT EAGLE BUTTE, THENCE 34.59 KM (21.50 MI) SOUTH ALONG STATE
 PT0950'HIGHWAY 63, IN THE CENTER OF A TRIPLE WOODEN POST BRACE IN THE
 PT0950'RIGHT-OF-WAY FENCE, 0.26 KM (0.16 MI) SOUTH OF THE Y JUNCTION OF A
 PT0950'GRAVEL ROAD LEADING SOUTHEAST, 1.54 KM (0.06 MI) NORTH OF THE NORTH
 PT0950'END OF THE BRIDGE OVER THE CHEYENNE RIVER, 0.19 KM (0.12 MI) SOUTH OF
 PT0950'MILEPOST 146, 29.3 METERS (96 FT) EAST OF THE HIGHWAY CENTERLINE, 41.5
 PT0950'METERS (136 FT) SOUTHEAST OF THE EAST END OF A 18-INCH PIPE CULVERT
 PT0950'AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  ROD SET TO
 PT0950'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PT0950'LOGO CAP.
 PT0950'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0950'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 PT0950
 PT0950                          STATION RECOVERY (2011)
 PT0950
 PT0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0967 ***********************************************************************
 PT0967  DESIGNATION -  M 434
 PT0967  PID         -  PT0967
 PT0967  STATE/COUNTY-  SD/ZIEBACH
 PT0967  COUNTRY     -  US
 PT0967  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0967
 PT0967                         *CURRENT SURVEY CONTROL
 PT0967  ______________________________________________________________________
 PT0967* NAD 83(1986) POSITION- 44 57 52.     (N) 101 16 45.     (W)   SCALED
 PT0967* NAVD 88 ORTHO HEIGHT -   743.657 (meters)     2439.81  (feet) ADJUSTED
 PT0967  ______________________________________________________________________
 PT0967  GEOID HEIGHT    -        -21.189 (meters)                     GEOID18
 PT0967  DYNAMIC HEIGHT  -        743.516 (meters)     2439.35  (feet) COMP
 PT0967  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PT0967
 PT0967  VERT ORDER      -  FIRST     CLASS II
 PT0967
 PT0967.The horizontal coordinates were scaled from a map and have
 PT0967.an estimated accuracy of +/- 6 seconds.
 PT0967
 PT0967.The orthometric height was determined by differential leveling and
 PT0967.adjusted by the NATIONAL GEODETIC SURVEY
 PT0967.in June 1991.
 PT0967
 PT0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0967.GEOID18 height accuracy estimate available here.
 PT0967
 PT0967.Click photographs - Photos may exist for this station.
 PT0967
 PT0967.The dynamic height is computed by dividing the NAVD 88
 PT0967.geopotential number by the normal gravity value computed on the
 PT0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0967.degrees latitude (g = 980.6199 gals.).
 PT0967
 PT0967.The modeled gravity was interpolated from observed gravity values.
 PT0967
 PT0967;                    North         East    Units  Estimated Accuracy
 PT0967;SPC SD N     -   126,490.      499,090.      MT  (+/- 180 meters Scaled)
 PT0967
 PT0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ202815(NAD 83)
 PT0967
 PT0967                          SUPERSEDED SURVEY CONTROL
 PT0967
 PT0967.No superseded survey control is available for this station.
 PT0967
 PT0967_MARKER: I = METAL ROD
 PT0967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0967_STAMPING: M 434 1985
 PT0967_MARK LOGO: NGS
 PT0967_PROJECTION: FLUSH
 PT0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0967_ROD/PIPE-DEPTH: 6.1 meters
 PT0967
 PT0967  HISTORY     - Date     Condition        Report By
 PT0967  HISTORY     - 1985     MONUMENTED       NGS
 PT0967
 PT0967                          STATION DESCRIPTION
 PT0967
 PT0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0967'8.4 KM (5.2 MI) SOUTH FROM EAGLE BUTTE.
 PT0967'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0967'STREET AT EAGLE BUTTE, THENCE 4.87 KM (3.03 MI) SOUTH ALONG STATE
 PT0967'HIGHWAY 63, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 PT0967'LEADING WEST, 0.43 KM (0.27 MI) SOUTH OF MILEPOST 165, 11.0 METERS (36
 PT0967'FT) WEST OF THE HIGHWAY CENTERLINE, 10.4 METERS (34 FT) SOUTH OF THE
 PT0967'CENTER OF THE GRAVEL ROAD, 7.6 METERS (25 FT) SOUTHWEST OF THE WEST
 PT0967'END OF A 24-INCH PIPE CULVERT AND 0.6 METER (2 FT) NORTHWEST OF A
 PT0967'JUNCTION POWER POLE WITH ONE GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS
 PT0967'HAD THROUGH A 5-INCH LOGO CAP.
 PT0967'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PT0967'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0705 ***********************************************************************
 OT0705  DESIGNATION -  M 435
 OT0705  PID         -  OT0705
 OT0705  STATE/COUNTY-  SD/PENNINGTON
 OT0705  COUNTRY     -  US
 OT0705  USGS QUAD   -  SCENIC (2017)
 OT0705
 OT0705                         *CURRENT SURVEY CONTROL
 OT0705  ______________________________________________________________________
 OT0705* NAD 83(1986) POSITION- 43 48 43.     (N) 102 34 01.     (W)   SCALED
 OT0705* NAVD 88 ORTHO HEIGHT -   892.792 (meters)     2929.10  (feet) ADJUSTED
 OT0705  ______________________________________________________________________
 OT0705  GEOID HEIGHT    -        -18.085 (meters)                     GEOID18
 OT0705  DYNAMIC HEIGHT  -        892.499 (meters)     2928.14  (feet) COMP
 OT0705  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 OT0705
 OT0705  VERT ORDER      -  FIRST     CLASS II
 OT0705
 OT0705.The horizontal coordinates were scaled from a map and have
 OT0705.an estimated accuracy of +/- 6 seconds.
 OT0705
 OT0705.The orthometric height was determined by differential leveling and
 OT0705.adjusted by the NATIONAL GEODETIC SURVEY
 OT0705.in June 1991.
 OT0705
 OT0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0705.GEOID18 height accuracy estimate available here.
 OT0705
 OT0705.Click photographs - Photos may exist for this station.
 OT0705
 OT0705.The dynamic height is computed by dividing the NAVD 88
 OT0705.geopotential number by the normal gravity value computed on the
 OT0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0705.degrees latitude (g = 980.6199 gals.).
 OT0705
 OT0705.The modeled gravity was interpolated from observed gravity values.
 OT0705
 OT0705;                    North         East    Units  Estimated Accuracy
 OT0705;SPC SD S     -   166,680.      420,320.      MT  (+/- 180 meters Scaled)
 OT0705
 OT0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ956538(NAD 83)
 OT0705
 OT0705                          SUPERSEDED SURVEY CONTROL
 OT0705
 OT0705.No superseded survey control is available for this station.
 OT0705
 OT0705_MARKER: I = METAL ROD
 OT0705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0705_STAMPING: M 435 1985
 OT0705_MARK LOGO: NGS
 OT0705_PROJECTION: FLUSH
 OT0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0705+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2012
 OT0705_ROD/PIPE-DEPTH: 14.6 meters
 OT0705
 OT0705  HISTORY     - Date     Condition        Report By
 OT0705  HISTORY     - 1985     MONUMENTED       NGS
 OT0705  HISTORY     - 20120430 GOOD             INDIV
 OT0705
 OT0705                          STATION DESCRIPTION
 OT0705
 OT0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0705'3.8 KM (2.35 MI) NW FROM SCENIC.
 OT0705'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0705'IN SCENIC, THENCE 3.05 KM (1.9 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0705'0.6 KM (0.4 MI) SOUTHEAST OF MILEPOST 85, 0.16 KM (0.1 MI) NORTHWEST
 OT0705'OF THE Y JUNCTION OF A DIRT ROAD LEADING WEST, 29.9 METERS (98 FT)
 OT0705'SOUTHWEST OF THE HIGHWAY CENTERLINE, 5.2 METERS (17 FT) SOUTHEAST OF
 OT0705'THE NORTHWEST END OF FIVE BRACED WOODEN RIGHT-OF-WAY FENCE POSTS AND
 OT0705'0.5 METER (1.5 FT) NORTHEAST OF THE CENTER BRACED FENCE POST.
 OT0705'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0705'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0705'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OT0705
 OT0705                          STATION RECOVERY (2012)
 OT0705
 OT0705'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0630 ***********************************************************************
 OS0630  DESIGNATION -  M 436
 OS0630  PID         -  OS0630
 OS0630  STATE/COUNTY-  SD/JACKSON
 OS0630  COUNTRY     -  US
 OS0630  USGS QUAD   -  BELVIDERE SW (2017)
 OS0630
 OS0630                         *CURRENT SURVEY CONTROL
 OS0630  ______________________________________________________________________
 OS0630* NAD 83(1986) POSITION- 43 51 01.     (N) 101 26 32.     (W)   SCALED
 OS0630* NAVD 88 ORTHO HEIGHT -   718.792 (meters)     2358.24  (feet) ADJUSTED
 OS0630  ______________________________________________________________________
 OS0630  GEOID HEIGHT    -        -21.884 (meters)                     GEOID18
 OS0630  DYNAMIC HEIGHT  -        718.558 (meters)     2357.47  (feet) COMP
 OS0630  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 OS0630
 OS0630  VERT ORDER      -  FIRST     CLASS II
 OS0630
 OS0630.The horizontal coordinates were scaled from a map and have
 OS0630.an estimated accuracy of +/- 6 seconds.
 OS0630
 OS0630.The orthometric height was determined by differential leveling and
 OS0630.adjusted by the NATIONAL GEODETIC SURVEY
 OS0630.in June 1991.
 OS0630
 OS0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0630.GEOID18 height accuracy estimate available here.
 OS0630
 OS0630.Click photographs - Photos may exist for this station.
 OS0630
 OS0630.The dynamic height is computed by dividing the NAVD 88
 OS0630.geopotential number by the normal gravity value computed on the
 OS0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0630.degrees latitude (g = 980.6199 gals.).
 OS0630
 OS0630.The modeled gravity was interpolated from observed gravity values.
 OS0630
 OS0630;                    North         East    Units  Estimated Accuracy
 OS0630;SPC SD S     -   169,120.      510,850.      MT  (+/- 180 meters Scaled)
 OS0630
 OS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP037581(NAD 83)
 OS0630
 OS0630                          SUPERSEDED SURVEY CONTROL
 OS0630
 OS0630.No superseded survey control is available for this station.
 OS0630
 OS0630_MARKER: I = METAL ROD
 OS0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0630_STAMPING: M 436 1985
 OS0630_MARK LOGO: NGS
 OS0630_PROJECTION: FLUSH
 OS0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0630+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0630_ROD/PIPE-DEPTH: 7.3 meters
 OS0630
 OS0630  HISTORY     - Date     Condition        Report By
 OS0630  HISTORY     - 1985     MONUMENTED       NGS
 OS0630  HISTORY     - 19910629 GOOD             NGS
 OS0630  HISTORY     - 20130116 GOOD             INDIV
 OS0630
 OS0630                          STATION DESCRIPTION
 OS0630
 OS0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0630'7.3 KM (4.55 MI) EAST FROM KADOKA.
 OS0630'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OS0630'0.55 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION
 OS0630'OF I-90 AT KADOKA, THENCE 6.8 KM (4.25 MI) EAST ALONG OLD US HIGHWAY
 OS0630'16, 30.5 METERS (100 FT) NORTH OF THE HIGHWAY CENTERLINE, 27.4 METERS
 OS0630'(90 FT) EAST OF THE EAST END OF A WIRE GATE AND 0.3 METER (1 FT) SOUTH
 OS0630'OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 OS0630'A 5-INCH LOGO CAP.
 OS0630'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0630
 OS0630                          STATION RECOVERY (1991)
 OS0630
 OS0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0630'6.9 KM (4.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0630'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.7 KM (0.45
 OS0630'MI) EAST OF MILEPOST 154, 96.7 M (317.3 FT) SOUTH OF THE CENTERLINE
 OS0630'OF THE EASTBOUND LANES OF THE HIGHWAY, 31.3 M (102.7 FT) EAST OF THE
 OS0630'CENTER OF A FIELD ENTRANCE AND GATE, 30.6 M (100.4 FT) NORTH OF THE
 OS0630'CENTERLINE OF A SERVICE ROAD, 2.6 M (8.5 FT) BELOW THE LEVEL OF THE
 OS0630'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF
 OS0630'A WITNESS POST.  NOTE-- ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0630'LOGO CAP.
 OS0630
 OS0630                          STATION RECOVERY (2013)
 OS0630
 OS0630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0604 ***********************************************************************
 QS0604  DESIGNATION -  M 438
 QS0604  PID         -  QS0604
 QS0604  STATE/COUNTY-  SD/ZIEBACH
 QS0604  COUNTRY     -  US
 QS0604  USGS QUAD   -  DUPREE NE (2017)
 QS0604
 QS0604                         *CURRENT SURVEY CONTROL
 QS0604  ______________________________________________________________________
 QS0604* NAD 83(1986) POSITION- 45 12 29.     (N) 101 30 29.     (W)   SCALED
 QS0604* NAVD 88 ORTHO HEIGHT -   612.130 (meters)     2008.30  (feet) ADJUSTED
 QS0604  ______________________________________________________________________
 QS0604  GEOID HEIGHT    -        -20.661 (meters)                     GEOID18
 QS0604  DYNAMIC HEIGHT  -        612.019 (meters)     2007.93  (feet) COMP
 QS0604  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 QS0604
 QS0604  VERT ORDER      -  FIRST     CLASS II
 QS0604
 QS0604.The horizontal coordinates were scaled from a map and have
 QS0604.an estimated accuracy of +/- 6 seconds.
 QS0604
 QS0604.The orthometric height was determined by differential leveling and
 QS0604.adjusted by the NATIONAL GEODETIC SURVEY
 QS0604.in June 1991.
 QS0604
 QS0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0604.GEOID18 height accuracy estimate available here.
 QS0604
 QS0604.Click photographs - Photos may exist for this station.
 QS0604
 QS0604.The dynamic height is computed by dividing the NAVD 88
 QS0604.geopotential number by the normal gravity value computed on the
 QS0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0604.degrees latitude (g = 980.6199 gals.).
 QS0604
 QS0604.The modeled gravity was interpolated from observed gravity values.
 QS0604
 QS0604;                    North         East    Units  Estimated Accuracy
 QS0604;SPC SD N     -   153,870.      481,540.      MT  (+/- 180 meters Scaled)
 QS0604
 QS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR030091(NAD 83)
 QS0604
 QS0604                          SUPERSEDED SURVEY CONTROL
 QS0604
 QS0604.No superseded survey control is available for this station.
 QS0604
 QS0604_MARKER: DV = VERTICAL CONTROL DISK
 QS0604_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QS0604_SP_SET: BRIDGE ABUTMENT
 QS0604_STAMPING: M 438 1985
 QS0604_MARK LOGO: NGS
 QS0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0604+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 QS0604
 QS0604  HISTORY     - Date     Condition        Report By
 QS0604  HISTORY     - 1985     MONUMENTED       NGS
 QS0604  HISTORY     - 20120730 GOOD             INDIV
 QS0604
 QS0604                          STATION DESCRIPTION
 QS0604
 QS0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0604'23.7 KM (14.7 MI) NORTH FROM DUPREE.
 QS0604'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0604'STREET AT DUPREE, THENCE 20.77 KM (12.91 MI) NORTH ALONG STATE HIGHWAY
 QS0604'65, ALSO 25.62 KM (15.92 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE
 QS0604'POST OFFICE AT ISABEL, IN TOP OF THE NORTHEAST CONCRETE HEADWALL FOR
 QS0604'THE BRIDGE OVER THE MOREAU RIVER, 6.2 METERS (20.5 FT) NORTH OF THE
 QS0604'HIGHWAY CENTERLINE AND 2.2 METERS (7.3 FT) SOUTH OF THE NORTH END OF
 QS0604'THE HEADWALL.
 QS0604'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QS0604
 QS0604                          STATION RECOVERY (2012)
 QS0604
 QS0604'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0047 ***********************************************************************
 OR0047  DESIGNATION -  M 44
 OR0047  PID         -  OR0047
 OR0047  STATE/COUNTY-  SD/SANBORN
 OR0047  COUNTRY     -  US
 OR0047  USGS QUAD   -  LETCHER (2017)
 OR0047
 OR0047                         *CURRENT SURVEY CONTROL
 OR0047  ______________________________________________________________________
 OR0047* NAD 83(1986) POSITION- 43 56 17.     (N) 098 11 48.     (W)   SCALED
 OR0047* NAVD 88 ORTHO HEIGHT -   394.078 (meters)     1292.90  (feet) ADJUSTED
 OR0047  ______________________________________________________________________
 OR0047  GEOID HEIGHT    -        -25.739 (meters)                     GEOID18
 OR0047  DYNAMIC HEIGHT  -        393.992 (meters)     1292.62  (feet) COMP
 OR0047  MODELED GRAVITY -    980,388.2   (mgal)                       NAVD 88
 OR0047
 OR0047  VERT ORDER      -  FIRST     CLASS II
 OR0047
 OR0047.The horizontal coordinates were scaled from a map and have
 OR0047.an estimated accuracy of +/- 6 seconds.
 OR0047
 OR0047.The orthometric height was determined by differential leveling and
 OR0047.adjusted by the NATIONAL GEODETIC SURVEY
 OR0047.in June 1991.
 OR0047
 OR0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0047.GEOID18 height accuracy estimate available here.
 OR0047
 OR0047.Click photographs - Photos may exist for this station.
 OR0047
 OR0047.The dynamic height is computed by dividing the NAVD 88
 OR0047.geopotential number by the normal gravity value computed on the
 OR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0047.degrees latitude (g = 980.6199 gals.).
 OR0047
 OR0047.The modeled gravity was interpolated from observed gravity values.
 OR0047
 OR0047;                    North         East    Units  Estimated Accuracy
 OR0047;SPC SD S     -   180,480.      771,520.      MT  (+/- 180 meters Scaled)
 OR0047
 OR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP644653(NAD 83)
 OR0047
 OR0047                          SUPERSEDED SURVEY CONTROL
 OR0047
 OR0047  NGVD 29 (??/??/92)  393.782  (m)         1291.93   (f) ADJ UNCH    1 2
 OR0047
 OR0047.Superseded values are not recommended for survey control.
 OR0047
 OR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0047.See file dsdata.pdf to determine how the superseded data were derived.
 OR0047
 OR0047_MARKER: DB = BENCH MARK DISK
 OR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0047_STAMPING: M 44 1934
 OR0047_MARK LOGO: CGS
 OR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0047+STABILITY: SURFACE MOTION
 OR0047
 OR0047  HISTORY     - Date     Condition        Report By
 OR0047  HISTORY     - 1934     MONUMENTED       CGS
 OR0047  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 OR0047
 OR0047                          STATION DESCRIPTION
 OR0047
 OR0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0047'2.7 MI SE FROM CUTHBERT.
 OR0047'2.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0047'AND PACIFIC RAILROAD FROM THE STATION AT CUTHBERT, SANBORN
 OR0047'COUNTY, AT MILEPOST 19, AT A ROAD CROSSING, 50 FEET SOUTH OF THE
 OR0047'CENTER LINE OF THE ROAD, 45 FEET EAST OF THE CENTER LINE OF THE
 OR0047'TRACK, AND 4 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 OR0047'M 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OR0047
 OR0047                          STATION RECOVERY (2012)
 OR0047
 OR0047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0957 ***********************************************************************
 OQ0957  DESIGNATION -  M 447
 OQ0957  PID         -  OQ0957
 OQ0957  STATE/COUNTY-  SD/LINCOLN
 OQ0957  COUNTRY     -  US
 OQ0957  USGS QUAD   -  BERESFORD (2017)
 OQ0957
 OQ0957                         *CURRENT SURVEY CONTROL
 OQ0957  ______________________________________________________________________
 OQ0957* NAD 83(1986) POSITION- 43 05 53.72   (N) 096 47 44.21   (W)   HD_HELD1
 OQ0957* NAVD 88 ORTHO HEIGHT -   424.643 (meters)     1393.18  (feet) ADJUSTED
 OQ0957  ______________________________________________________________________
 OQ0957  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 OQ0957  DYNAMIC HEIGHT  -        424.517 (meters)     1392.77  (feet) COMP
 OQ0957  MODELED GRAVITY -    980,311.4   (mgal)                       NAVD 88
 OQ0957
 OQ0957  VERT ORDER      -  FIRST     CLASS II
 OQ0957
 OQ0957.The horizontal coordinates were determined by differentially corrected
 OQ0957.hand held GPS observations or other comparable positioning techniques
 OQ0957.and have an estimated accuracy of +/- 3 meters.
 OQ0957
 OQ0957.The orthometric height was determined by differential leveling and
 OQ0957.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0957.in June 1991.
 OQ0957
 OQ0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0957.GEOID18 height accuracy estimate available here.
 OQ0957
 OQ0957.Click photographs - Photos may exist for this station.
 OQ0957
 OQ0957.The dynamic height is computed by dividing the NAVD 88
 OQ0957.geopotential number by the normal gravity value computed on the
 OQ0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0957.degrees latitude (g = 980.6199 gals.).
 OQ0957
 OQ0957.The modeled gravity was interpolated from observed gravity values.
 OQ0957
 OQ0957;                    North         East    Units  Estimated Accuracy
 OQ0957;SPC SD S     -    91,108.8     887,906.9     MT  (+/- 3 meters HH1 GPS) 
 OQ0957
 OQ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7939274084(NAD 83)
 OQ0957
 OQ0957                          SUPERSEDED SURVEY CONTROL
 OQ0957
 OQ0957.No superseded survey control is available for this station.
 OQ0957
 OQ0957_MARKER: I = METAL ROD
 OQ0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0957_STAMPING: M 447 1990
 OQ0957_MARK LOGO: NGS
 OQ0957_PROJECTION: PROJECTING 14 CENTIMETERS
 OQ0957_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0957+STABILITY: POSITION/ELEVATION WELL
 OQ0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0957+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0957_ROD/PIPE-DEPTH: 21.3 meters
 OQ0957_SLEEVE-DEPTH  : 12.2 meters
 OQ0957
 OQ0957  HISTORY     - Date     Condition        Report By
 OQ0957  HISTORY     - 1990     MONUMENTED       NGS
 OQ0957  HISTORY     - 20120301 POOR             INDIV
 OQ0957
 OQ0957                          STATION DESCRIPTION
 OQ0957
 OQ0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0957'1.6 KM (1.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0957'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 OQ0957'MILEPOST 48, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 OQ0957'NORTHBOUND LANES OF THE HIGHWAY, 26.6 M (87.3 FT) NORTHEAST OF THE
 OQ0957'EAST END OF A CULVERT, 1.4 M (4.6 FT) SOUTHWEST OF A UTILITY POLE,
 OQ0957'0.6 M (2.0 FT) WEST OF A WITNESS POST AND T-FENCE CORNER, AND 0.6 M
 OQ0957'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OQ0957'POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0957
 OQ0957                          STATION RECOVERY (2012)
 OQ0957
 OQ0957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0957'CONCRETE WAS SEVERELY DAMAGED AND THE LID WAS GONE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1023 ***********************************************************************
 OQ1023  DESIGNATION -  M 448
 OQ1023  PID         -  OQ1023
 OQ1023  STATE/COUNTY-  SD/MINNEHAHA
 OQ1023  COUNTRY     -  US
 OQ1023  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1023
 OQ1023                         *CURRENT SURVEY CONTROL
 OQ1023  ______________________________________________________________________
 OQ1023* NAD 83(1986) POSITION- 43 37 01.     (N) 096 46 09.     (W)   SCALED
 OQ1023* NAVD 88 ORTHO HEIGHT -   451.753 (meters)     1482.13  (feet) ADJUSTED
 OQ1023  ______________________________________________________________________
 OQ1023  GEOID HEIGHT    -        -26.272 (meters)                     GEOID18
 OQ1023  DYNAMIC HEIGHT  -        451.637 (meters)     1481.75  (feet) COMP
 OQ1023  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 OQ1023
 OQ1023  VERT ORDER      -  FIRST     CLASS II
 OQ1023
 OQ1023.The horizontal coordinates were scaled from a map and have
 OQ1023.an estimated accuracy of +/- 6 seconds.
 OQ1023
 OQ1023.The orthometric height was determined by differential leveling and
 OQ1023.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1023.in September 1993.
 OQ1023
 OQ1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1023.GEOID18 height accuracy estimate available here.
 OQ1023
 OQ1023.Click photographs - Photos may exist for this station.
 OQ1023
 OQ1023.The dynamic height is computed by dividing the NAVD 88
 OQ1023.geopotential number by the normal gravity value computed on the
 OQ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1023.degrees latitude (g = 980.6199 gals.).
 OQ1023
 OQ1023.The modeled gravity was interpolated from observed gravity values.
 OQ1023
 OQ1023;                    North         East    Units  Estimated Accuracy
 OQ1023;SPC SD S     -   148,770.      887,590.      MT  (+/- 180 meters Scaled)
 OQ1023
 OQ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP800317(NAD 83)
 OQ1023
 OQ1023                          SUPERSEDED SURVEY CONTROL
 OQ1023
 OQ1023.No superseded survey control is available for this station.
 OQ1023
 OQ1023_MARKER: I = METAL ROD
 OQ1023_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1023_STAMPING: M 448 1990
 OQ1023_MARK LOGO: NGS
 OQ1023_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ1023_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1023+STABILITY: POSITION/ELEVATION WELL
 OQ1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1023+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1023_ROD/PIPE-DEPTH: 16.5 meters
 OQ1023_SLEEVE-DEPTH  : 12.2 meters
 OQ1023
 OQ1023  HISTORY     - Date     Condition        Report By
 OQ1023  HISTORY     - 1990     MONUMENTED       NGS
 OQ1023  HISTORY     - 19910619 GOOD             NGS
 OQ1023  HISTORY     - 20110328 POOR             INDIV
 OQ1023
 OQ1023                          STATION DESCRIPTION
 OQ1023
 OQ1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1023'8.3 KM (5.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1023'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.8 KM (0.5 MI) NORTH OF
 OQ1023'MILEPOST 84, 0.5 KM (0.3 MI) NORTH OF THE EXIT 84A OVERPASS, 32.2 M
 OQ1023'(105.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1023'HIGHWAY, 9.1 M (29.9 FT) NORTH OF A T-FENCE CORNER, 0.7 M (2.3 FT)
 OQ1023'WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE HIGHWAY
 OQ1023'CENTERLINE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1023'CAP.
 OQ1023
 OQ1023                          STATION RECOVERY (1991)
 OQ1023
 OQ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1023'8.3 KM (5.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1023'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.8 KM (0.5 MI) NORTH OF
 OQ1023'MILEPOST 84, 0.5 KM (0.3 MI) NORTH OF THE EXIT 84A OVERPASS, 32.2 M
 OQ1023'(105.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1023'HIGHWAY, 9.1 M (29.9 FT) NORTH OF A T-FENCE CORNER, 0.7 M (2.3 FT)
 OQ1023'WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE HIGHWAY
 OQ1023'CENTERLINE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1023'CAP.
 OQ1023
 OQ1023                          STATION RECOVERY (2011)
 OQ1023
 OQ1023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1023'HINGED LID IS MISSING. BM ROD IS ABOVE LEVEL OF CONCRETE. ELEVATION
 OQ1023'WOULD NEED VERIFICATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0210 ***********************************************************************
 PS0210  DESIGNATION -  M 45
 PS0210  PID         -  PS0210
 PS0210  STATE/COUNTY-  SD/BEADLE
 PS0210  COUNTRY     -  US
 PS0210  USGS QUAD   -  WOLSEY (2017)
 PS0210
 PS0210                         *CURRENT SURVEY CONTROL
 PS0210  ______________________________________________________________________
 PS0210* NAD 83(1986) POSITION- 44 26 13.78   (N) 098 29 56.99   (W)   HD_HELD1
 PS0210* NAVD 88 ORTHO HEIGHT -   407.302 (meters)     1336.29  (feet) ADJUSTED
 PS0210  ______________________________________________________________________
 PS0210  GEOID HEIGHT    -        -24.938 (meters)                     GEOID18
 PS0210  DYNAMIC HEIGHT  -        407.230 (meters)     1336.05  (feet) COMP
 PS0210  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 PS0210
 PS0210  VERT ORDER      -  FIRST     CLASS II
 PS0210
 PS0210.The horizontal coordinates were determined by differentially corrected
 PS0210.hand held GPS observations or other comparable positioning techniques
 PS0210.and have an estimated accuracy of +/- 3 meters.
 PS0210
 PS0210.The orthometric height was determined by differential leveling and
 PS0210.adjusted by the NATIONAL GEODETIC SURVEY
 PS0210.in October 1997.
 PS0210
 PS0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0210.GEOID18 height accuracy estimate available here.
 PS0210
 PS0210.Click photographs - Photos may exist for this station.
 PS0210
 PS0210.The dynamic height is computed by dividing the NAVD 88
 PS0210.geopotential number by the normal gravity value computed on the
 PS0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0210.degrees latitude (g = 980.6199 gals.).
 PS0210
 PS0210.The modeled gravity was interpolated from observed gravity values.
 PS0210
 PS0210;                    North         East    Units  Estimated Accuracy
 PS0210;SPC SD N     -    68,206.5     719,481.7     MT  (+/- 3 meters HH1 GPS) 
 PS0210
 PS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3985820551(NAD 83)
 PS0210
 PS0210                          SUPERSEDED SURVEY CONTROL
 PS0210
 PS0210  NAVD 88 (06/15/91)  407.328  (m)         1336.38   (f) SUPERSEDED  1 2
 PS0210  NGVD 29 (??/??/92)  407.023  (m)         1335.37   (f) ADJ UNCH    1 2
 PS0210
 PS0210.Superseded values are not recommended for survey control.
 PS0210
 PS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0210.See file dsdata.pdf to determine how the superseded data were derived.
 PS0210
 PS0210_MARKER: DB = BENCH MARK DISK
 PS0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0210_STAMPING: M 45 1934
 PS0210_MARK LOGO: CGS
 PS0210_PROJECTION: FLUSH
 PS0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0210+STABILITY: SURFACE MOTION
 PS0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0210+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0210
 PS0210  HISTORY     - Date     Condition        Report By
 PS0210  HISTORY     - 1934     MONUMENTED       CGS
 PS0210  HISTORY     - 1940     GOOD             CGS
 PS0210  HISTORY     - 19941102 GOOD             NGS
 PS0210  HISTORY     - 19950101 GOOD             SDDENR
 PS0210
 PS0210                          STATION DESCRIPTION
 PS0210
 PS0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0210'2.2 MI NW FROM WOLSEY.
 PS0210'2.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0210'PACIFIC RAILROAD FROM THE STATION AT WOLSEY, BEADLE COUNTY, 4
 PS0210'FEET SOUTHEAST OF THE SECOND POLE SOUTHEAST OF MILEPOST 57, AT
 PS0210'A ROAD CROSSING, 97.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 PS0210'ROAD, 36.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 0.8 FOOT
 PS0210'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 PS0210'M 45 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0210'5 INCHES ABOVE GROUND.
 PS0210
 PS0210                          STATION RECOVERY (1994)
 PS0210
 PS0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0210'27.9 KM (17.35 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0210'STATE HIGHWAY 37 IN HURON, 316.0 M (1036.7 FT) WEST OF MILEPOST 328,
 PS0210'163.4 M (536.1 FT) SOUTH OF THE SOUTH END OF BRIDGE NUMBER 327.69
 PS0210'SPANNING CAIN CREEK, 56.9 M (186.7 FT) WEST OF THE HIGHWAY CENTERLINE,
 PS0210'33.0 M (108.3 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 PS0210'DAKOTA, MINNESOTA AND EASTERN RAILROAD AND A GRAVELED ROAD, 11.0 M
 PS0210'(36.1 FT) WEST OF THE NEAR RAIL, 3.1 M (10.2 FT) EAST OF A FENCE, 0.4
 PS0210'M (1.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 PS0210'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PS0210'GROUND SURFACE.
 PS0210
 PS0210                          STATION RECOVERY (1995)
 PS0210
 PS0210'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0210'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1957 ***********************************************************************
 NM1957  DESIGNATION -  M 450
 NM1957  PID         -  NM1957
 NM1957  STATE/COUNTY-  SD/UNION
 NM1957  COUNTRY     -  US
 NM1957  USGS QUAD   -  ELK POINT (2017)
 NM1957
 NM1957                         *CURRENT SURVEY CONTROL
 NM1957  ______________________________________________________________________
 NM1957* NAD 83(1986) POSITION- 42 40 58.     (N) 096 41 37.     (W)   SCALED
 NM1957* NAVD 88 ORTHO HEIGHT -   341.209 (meters)     1119.45  (feet) ADJUSTED
 NM1957  ______________________________________________________________________
 NM1957  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 NM1957  DYNAMIC HEIGHT  -        341.109 (meters)     1119.12  (feet) COMP
 NM1957  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 NM1957
 NM1957  VERT ORDER      -  FIRST     CLASS II
 NM1957
 NM1957.The horizontal coordinates were scaled from a map and have
 NM1957.an estimated accuracy of +/- 6 seconds.
 NM1957
 NM1957.The orthometric height was determined by differential leveling and
 NM1957.adjusted by the NATIONAL GEODETIC SURVEY
 NM1957.in June 1991.
 NM1957
 NM1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1957.GEOID18 height accuracy estimate available here.
 NM1957
 NM1957.Click photographs - Photos may exist for this station.
 NM1957
 NM1957.The dynamic height is computed by dividing the NAVD 88
 NM1957.geopotential number by the normal gravity value computed on the
 NM1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1957.degrees latitude (g = 980.6199 gals.).
 NM1957
 NM1957.The modeled gravity was interpolated from observed gravity values.
 NM1957
 NM1957;                    North         East    Units  Estimated Accuracy
 NM1957;SPC SD S     -    45,360.      898,230.      MT  (+/- 180 meters Scaled)
 NM1957
 NM1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN889281(NAD 83)
 NM1957
 NM1957                          SUPERSEDED SURVEY CONTROL
 NM1957
 NM1957.No superseded survey control is available for this station.
 NM1957
 NM1957_MARKER: I = METAL ROD
 NM1957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1957_STAMPING: M 450 1990
 NM1957_MARK LOGO: NGS
 NM1957_PROJECTION: PROJECTING 20 CENTIMETERS
 NM1957_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1957+STABILITY: POSITION/ELEVATION WELL
 NM1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1957+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1957_ROD/PIPE-DEPTH: 36.6 meters
 NM1957_SLEEVE-DEPTH  : 12.2 meters
 NM1957
 NM1957  HISTORY     - Date     Condition        Report By
 NM1957  HISTORY     - 1990     MONUMENTED       NGS
 NM1957  HISTORY     - 20120402 POOR             INDIV
 NM1957
 NM1957                          STATION DESCRIPTION
 NM1957
 NM1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1957'1.1 KM (0.7 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1957'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 1.0 KM (0.6 MI) NORTH OF
 NM1957'MILEPOST 17, 32.0 M (105.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM1957'NORTHBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHEAST OF THE MOST
 NM1957'SOUTHEASTERLY 1 OF 2 FENCE BRACE POSTS, 0.6 M (2.0 FT) BELOW THE
 NM1957'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST
 NM1957'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1957'CAP.
 NM1957
 NM1957                          STATION RECOVERY (2012)
 NM1957
 NM1957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1957'CAP IS BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1030 ***********************************************************************
 PR1030  DESIGNATION -  M 451
 PR1030  PID         -  PR1030
 PR1030  STATE/COUNTY-  SD/MOODY
 PR1030  COUNTRY     -  US
 PR1030  USGS QUAD   -  MEDARY (2017)
 PR1030
 PR1030                         *CURRENT SURVEY CONTROL
 PR1030  ______________________________________________________________________
 PR1030* NAD 83(1986) POSITION- 44 10 00.     (N) 096 45 33.     (W)   SCALED
 PR1030* NAVD 88 ORTHO HEIGHT -   486.481 (meters)     1596.06  (feet) ADJUSTED
 PR1030  ______________________________________________________________________
 PR1030  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 PR1030  DYNAMIC HEIGHT  -        486.376 (meters)     1595.72  (feet) COMP
 PR1030  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 PR1030
 PR1030  VERT ORDER      -  FIRST     CLASS II
 PR1030
 PR1030.The horizontal coordinates were scaled from a map and have
 PR1030.an estimated accuracy of +/- 6 seconds.
 PR1030
 PR1030.The orthometric height was determined by differential leveling and
 PR1030.adjusted by the NATIONAL GEODETIC SURVEY
 PR1030.in October 1997.
 PR1030
 PR1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1030.GEOID18 height accuracy estimate available here.
 PR1030
 PR1030.Click photographs - Photos may exist for this station.
 PR1030
 PR1030.The dynamic height is computed by dividing the NAVD 88
 PR1030.geopotential number by the normal gravity value computed on the
 PR1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1030.degrees latitude (g = 980.6199 gals.).
 PR1030
 PR1030.The modeled gravity was interpolated from observed gravity values.
 PR1030
 PR1030;                    North         East    Units  Estimated Accuracy
 PR1030;SPC SD S     -   209,820.      885,770.      MT  (+/- 180 meters Scaled)
 PR1030
 PR1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP791928(NAD 83)
 PR1030
 PR1030                          SUPERSEDED SURVEY CONTROL
 PR1030
 PR1030  NAVD 88 (06/15/91)  486.494  (m)         1596.11   (f) SUPERSEDED  1 2
 PR1030
 PR1030.Superseded values are not recommended for survey control.
 PR1030
 PR1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1030.See file dsdata.pdf to determine how the superseded data were derived.
 PR1030
 PR1030_MARKER: I = METAL ROD
 PR1030_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1030_STAMPING: M 451 1990
 PR1030_MARK LOGO: NGS
 PR1030_PROJECTION: FLUSH
 PR1030_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1030+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1030_ROD/PIPE-DEPTH: 12.8 meters
 PR1030_SLEEVE-DEPTH  : 0.9 meters
 PR1030
 PR1030  HISTORY     - Date     Condition        Report By
 PR1030  HISTORY     - 1990     MONUMENTED       NGS
 PR1030
 PR1030                          STATION DESCRIPTION
 PR1030
 PR1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1030'16.1 KM (10.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1030'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 1.4 KM (0.9 MI) NORTH OF
 PR1030'MILEPOST 122, 31.0 M (101.7 FT) EAST OF THE CENTERLINE OF THE
 PR1030'NORTHBOUND LANES OF THE HIGHWAY, 9.3 M (30.5 FT) SOUTH OF THE
 PR1030'EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 5.1 M (16.7 FT)
 PR1030'SOUTH-SOUTHEAST OF THE WEST END OF A 24-INCH PIPE CULVERT, 3.1 M
 PR1030'(10.2 FT) SOUTH OF A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL
 PR1030'OF THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE.
 PR1030'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PR1030'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1100 ***********************************************************************
 OQ1100  DESIGNATION -  M 452
 OQ1100  PID         -  OQ1100
 OQ1100  STATE/COUNTY-  SD/MINNEHAHA
 OQ1100  COUNTRY     -  US
 OQ1100  USGS QUAD   -  BRANDON (2017)
 OQ1100
 OQ1100                         *CURRENT SURVEY CONTROL
 OQ1100  ______________________________________________________________________
 OQ1100* NAD 83(1986) POSITION- 43 36 35.     (N) 096 37 07.     (W)   SCALED
 OQ1100* NAVD 88 ORTHO HEIGHT -   399.779 (meters)     1311.61  (feet) ADJUSTED
 OQ1100  ______________________________________________________________________
 OQ1100  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 OQ1100  DYNAMIC HEIGHT  -        399.678 (meters)     1311.28  (feet) COMP
 OQ1100  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 OQ1100
 OQ1100  VERT ORDER      -  FIRST     CLASS II
 OQ1100
 OQ1100.The horizontal coordinates were scaled from a map and have
 OQ1100.an estimated accuracy of +/- 6 seconds.
 OQ1100
 OQ1100.The orthometric height was determined by differential leveling and
 OQ1100.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1100.in September 1993.
 OQ1100
 OQ1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1100.GEOID18 height accuracy estimate available here.
 OQ1100
 OQ1100.Click photographs - Photos may exist for this station.
 OQ1100
 OQ1100.The dynamic height is computed by dividing the NAVD 88
 OQ1100.geopotential number by the normal gravity value computed on the
 OQ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1100.degrees latitude (g = 980.6199 gals.).
 OQ1100
 OQ1100.The modeled gravity was interpolated from observed gravity values.
 OQ1100
 OQ1100;                    North         East    Units  Estimated Accuracy
 OQ1100;SPC SD S     -   148,500.      899,760.      MT  (+/- 180 meters Scaled)
 OQ1100
 OQ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP921312(NAD 83)
 OQ1100
 OQ1100                          SUPERSEDED SURVEY CONTROL
 OQ1100
 OQ1100.No superseded survey control is available for this station.
 OQ1100
 OQ1100_MARKER: I = METAL ROD
 OQ1100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1100_STAMPING: M 452 1991
 OQ1100_MARK LOGO: NGS
 OQ1100_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ1100_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1100+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 OQ1100_ROD/PIPE-DEPTH: 8.5 meters
 OQ1100_SLEEVE-DEPTH  : 0.9 meters
 OQ1100
 OQ1100  HISTORY     - Date     Condition        Report By
 OQ1100  HISTORY     - 1991     MONUMENTED       NGS
 OQ1100  HISTORY     - 20110228 GOOD             INDIV
 OQ1100
 OQ1100                          STATION DESCRIPTION
 OQ1100
 OQ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1100'5.8 KM (3.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 OQ1100'OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX FALLS, 0.3
 OQ1100'KM (0.2 MI) EAST OF MILEPOST 404, 35.5 M (116.5 FT) WEST OF HIGH LINE
 OQ1100'POLE NUMBER 7, 33.5 M (109.9 FT) SOUTHWEST OF THE SOUTH END OF A
 OQ1100'CULVERT HEADWALL, 32.5 M (106.6 FT) SOUTH OF AND LEVEL WITH THE
 OQ1100'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 17.7 M (58.1 FT)
 OQ1100'WEST OF A FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 OQ1100'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1100'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1100
 OQ1100                          STATION RECOVERY (2011)
 OQ1100
 OQ1100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1161 ***********************************************************************
 OQ1161  DESIGNATION -  M 453
 OQ1161  PID         -  OQ1161
 OQ1161  STATE/COUNTY-  SD/HANSON
 OQ1161  COUNTRY     -  US
 OQ1161  USGS QUAD   -  FARMER (2017)
 OQ1161
 OQ1161                         *CURRENT SURVEY CONTROL
 OQ1161  ______________________________________________________________________
 OQ1161* NAD 83(1986) POSITION- 43 39 55.     (N) 097 42 48.     (W)   SCALED
 OQ1161* NAVD 88 ORTHO HEIGHT -   417.534 (meters)     1369.86  (feet) ADJUSTED
 OQ1161  ______________________________________________________________________
 OQ1161  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 OQ1161  DYNAMIC HEIGHT  -        417.432 (meters)     1369.52  (feet) COMP
 OQ1161  MODELED GRAVITY -    980,363.0   (mgal)                       NAVD 88
 OQ1161
 OQ1161  VERT ORDER      -  FIRST     CLASS II
 OQ1161
 OQ1161.The horizontal coordinates were scaled from a map and have
 OQ1161.an estimated accuracy of +/- 6 seconds.
 OQ1161
 OQ1161.The orthometric height was determined by differential leveling and
 OQ1161.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1161.in September 1993.
 OQ1161
 OQ1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1161.GEOID18 height accuracy estimate available here.
 OQ1161
 OQ1161.Click photographs - Photos may exist for this station.
 OQ1161
 OQ1161.The dynamic height is computed by dividing the NAVD 88
 OQ1161.geopotential number by the normal gravity value computed on the
 OQ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1161.degrees latitude (g = 980.6199 gals.).
 OQ1161
 OQ1161.The modeled gravity was interpolated from observed gravity values.
 OQ1161
 OQ1161;                    North         East    Units  Estimated Accuracy
 OQ1161;SPC SD S     -   151,300.      811,260.      MT  (+/- 180 meters Scaled)
 OQ1161
 OQ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP037355(NAD 83)
 OQ1161
 OQ1161                          SUPERSEDED SURVEY CONTROL
 OQ1161
 OQ1161.No superseded survey control is available for this station.
 OQ1161
 OQ1161_MARKER: I = METAL ROD
 OQ1161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1161_STAMPING: M 453 1991
 OQ1161_MARK LOGO: NGS
 OQ1161_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1161_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1161+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1161_ROD/PIPE-DEPTH: 5.8 meters
 OQ1161_SLEEVE-DEPTH  : 0.9 meters
 OQ1161
 OQ1161  HISTORY     - Date     Condition        Report By
 OQ1161  HISTORY     - 1991     MONUMENTED       NGS
 OQ1161  HISTORY     - 20120202 GOOD             INDIV
 OQ1161
 OQ1161                          STATION DESCRIPTION
 OQ1161
 OQ1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1161'6.0 KM (3.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1161'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.4 KM (0.2
 OQ1161'MI) WEST OF MILEPOST 348, 29.6 M (97.1 FT) SOUTH OF THE CENTERLINE OF
 OQ1161'THE EASTBOUND LANES OF THE HIGHWAY, 25.8 M (84.6 FT) EAST OF A BRACED
 OQ1161'FENCE POST, 24.8 M (81.4 FT) SOUTHEAST OF THE SOUTH END OF A CULVERT,
 OQ1161'2.2 M (7.2 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT)
 OQ1161'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1161'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OQ1161'SPECIFICATIONS FOR A CLASS A MARK.
 OQ1161
 OQ1161                          STATION RECOVERY (2012)
 OQ1161
 OQ1161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1003 ***********************************************************************
 OR1003  DESIGNATION -  M 454
 OR1003  PID         -  OR1003
 OR1003  STATE/COUNTY-  SD/AURORA
 OR1003  COUNTRY     -  US
 OR1003  USGS QUAD   -  WHITE LAKE (2017)
 OR1003
 OR1003                         *CURRENT SURVEY CONTROL
 OR1003  ______________________________________________________________________
 OR1003* NAD 83(1986) POSITION- 43 42 34.     (N) 098 40 39.     (W)   SCALED
 OR1003* NAVD 88 ORTHO HEIGHT -   497.699 (meters)     1632.87  (feet) ADJUSTED
 OR1003  ______________________________________________________________________
 OR1003  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 OR1003  DYNAMIC HEIGHT  -        497.572 (meters)     1632.45  (feet) COMP
 OR1003  MODELED GRAVITY -    980,348.8   (mgal)                       NAVD 88
 OR1003
 OR1003  VERT ORDER      -  FIRST     CLASS II
 OR1003
 OR1003.The horizontal coordinates were scaled from a map and have
 OR1003.an estimated accuracy of +/- 6 seconds.
 OR1003
 OR1003.The orthometric height was determined by differential leveling and
 OR1003.adjusted by the NATIONAL GEODETIC SURVEY
 OR1003.in September 1993.
 OR1003
 OR1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1003.GEOID18 height accuracy estimate available here.
 OR1003
 OR1003.Click photographs - Photos may exist for this station.
 OR1003
 OR1003.The dynamic height is computed by dividing the NAVD 88
 OR1003.geopotential number by the normal gravity value computed on the
 OR1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1003.degrees latitude (g = 980.6199 gals.).
 OR1003
 OR1003.The modeled gravity was interpolated from observed gravity values.
 OR1003
 OR1003;                    North         East    Units  Estimated Accuracy
 OR1003;SPC SD S     -   154,200.      733,430.      MT  (+/- 180 meters Scaled)
 OR1003
 OR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP259396(NAD 83)
 OR1003
 OR1003                          SUPERSEDED SURVEY CONTROL
 OR1003
 OR1003.No superseded survey control is available for this station.
 OR1003
 OR1003_MARKER: I = METAL ROD
 OR1003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1003_STAMPING: M 454 1991
 OR1003_MARK LOGO: NGS
 OR1003_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1003_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1003+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1003_ROD/PIPE-DEPTH: 10.2 meters
 OR1003_SLEEVE-DEPTH  : 0.9 meters
 OR1003
 OR1003  HISTORY     - Date     Condition        Report By
 OR1003  HISTORY     - 1990     MONUMENTED       NGS
 OR1003  HISTORY     - 20120208 GOOD             INDIV
 OR1003
 OR1003                          STATION DESCRIPTION
 OR1003
 OR1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1003'15.6 M (51.2 FT) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OR1003'JUNCTION WITH INTERSTATE HIGHWAY 90 BUSINESS IN PLANKINTON, 0.9 KM
 OR1003'(0.6 MI) EAST OF MILEPOST 298, 0.5 KM (0.3 MI) WEST OF A HIGHWAY
 OR1003'INFORMATION SIGN (REST AREA 2 MILES), 30.4 M (99.7 FT)
 OR1003'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OR1003'HIGHWAY, 17.8 M (58.4 FT) EAST-SOUTHEAST OF A BRACED FENCE POST, 1.3
 OR1003'M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.2 M (3.9 FT)
 OR1003'NORTH-NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OR1003'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OR1003'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1003
 OR1003                          STATION RECOVERY (2012)
 OR1003
 OR1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1032 ***********************************************************************
 OR1032  DESIGNATION -  M 455
 OR1032  PID         -  OR1032
 OR1032  STATE/COUNTY-  SD/BRULE
 OR1032  COUNTRY     -  US
 OR1032  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1032
 OR1032                         *CURRENT SURVEY CONTROL
 OR1032  ______________________________________________________________________
 OR1032* NAD 83(1986) POSITION- 43 45 32.     (N) 099 16 45.     (W)   SCALED
 OR1032* NAVD 88 ORTHO HEIGHT -   511.114 (meters)     1676.88  (feet) ADJUSTED
 OR1032  ______________________________________________________________________
 OR1032  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 OR1032  DYNAMIC HEIGHT  -        510.973 (meters)     1676.42  (feet) COMP
 OR1032  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 OR1032
 OR1032  VERT ORDER      -  FIRST     CLASS II
 OR1032
 OR1032.The horizontal coordinates were scaled from a map and have
 OR1032.an estimated accuracy of +/- 6 seconds.
 OR1032
 OR1032.The orthometric height was determined by differential leveling and
 OR1032.adjusted by the NATIONAL GEODETIC SURVEY
 OR1032.in September 1993.
 OR1032
 OR1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1032.GEOID18 height accuracy estimate available here.
 OR1032
 OR1032.Click photographs - Photos may exist for this station.
 OR1032
 OR1032.The dynamic height is computed by dividing the NAVD 88
 OR1032.geopotential number by the normal gravity value computed on the
 OR1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1032.degrees latitude (g = 980.6199 gals.).
 OR1032
 OR1032.The modeled gravity was interpolated from observed gravity values.
 OR1032
 OR1032;                    North         East    Units  Estimated Accuracy
 OR1032;SPC SD S     -   158,910.      684,880.      MT  (+/- 180 meters Scaled)
 OR1032
 OR1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP775451(NAD 83)
 OR1032
 OR1032                          SUPERSEDED SURVEY CONTROL
 OR1032
 OR1032.No superseded survey control is available for this station.
 OR1032
 OR1032_MARKER: I = METAL ROD
 OR1032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1032_STAMPING: M 455 1991
 OR1032_MARK LOGO: NGS
 OR1032_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1032_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1032+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1032_ROD/PIPE-DEPTH: 6.0 meters
 OR1032_SLEEVE-DEPTH  : 0.9 meters
 OR1032
 OR1032  HISTORY     - Date     Condition        Report By
 OR1032  HISTORY     - 1991     MONUMENTED       NGS
 OR1032  HISTORY     - 20120312 GOOD             INDIV
 OR1032
 OR1032                          STATION DESCRIPTION
 OR1032
 OR1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1032'7.0 KM (4.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1032'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1032'0.45 KM (0.28 MI) WEST OF MILEPOST 268, 31.7 M (104.0 FT) NORTHEAST
 OR1032'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 19.0 M (62.3
 OR1032'FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY CABLES, 1.4 M (4.6 FT)
 OR1032'NORTHWEST OF THE A BRACED FENCE POST, 0.5 M (1.6 FT) BELOW THE LEVEL
 OR1032'OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND
 OR1032'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OR1032'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1032
 OR1032                          STATION RECOVERY (2012)
 OR1032
 OR1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0856 ***********************************************************************
 OS0856  DESIGNATION -  M 457
 OS0856  PID         -  OS0856
 OS0856  STATE/COUNTY-  SD/JONES
 OS0856  COUNTRY     -  US
 OS0856  USGS QUAD   -  OKATON (2017)
 OS0856
 OS0856                         *CURRENT SURVEY CONTROL
 OS0856  ______________________________________________________________________
 OS0856* NAD 83(1986) POSITION- 43 54 03.     (N) 100 58 01.     (W)   SCALED
 OS0856* NAVD 88 ORTHO HEIGHT -   688.325 (meters)     2258.28  (feet) ADJUSTED
 OS0856  ______________________________________________________________________
 OS0856  GEOID HEIGHT    -        -23.478 (meters)                     GEOID18
 OS0856  DYNAMIC HEIGHT  -        688.097 (meters)     2257.53  (feet) COMP
 OS0856  MODELED GRAVITY -    980,265.6   (mgal)                       NAVD 88
 OS0856
 OS0856  VERT ORDER      -  FIRST     CLASS II
 OS0856
 OS0856.The horizontal coordinates were scaled from a map and have
 OS0856.an estimated accuracy of +/- 6 seconds.
 OS0856
 OS0856.The orthometric height was determined by differential leveling and
 OS0856.adjusted by the NATIONAL GEODETIC SURVEY
 OS0856.in September 1993.
 OS0856
 OS0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0856.GEOID18 height accuracy estimate available here.
 OS0856
 OS0856.Click photographs - Photos may exist for this station.
 OS0856
 OS0856.The dynamic height is computed by dividing the NAVD 88
 OS0856.geopotential number by the normal gravity value computed on the
 OS0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0856.degrees latitude (g = 980.6199 gals.).
 OS0856
 OS0856.The modeled gravity was interpolated from observed gravity values.
 OS0856
 OS0856;                    North         East    Units  Estimated Accuracy
 OS0856;SPC SD S     -   174,330.      549,100.      MT  (+/- 180 meters Scaled)
 OS0856
 OS0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP420627(NAD 83)
 OS0856
 OS0856                          SUPERSEDED SURVEY CONTROL
 OS0856
 OS0856.No superseded survey control is available for this station.
 OS0856
 OS0856_MARKER: I = METAL ROD
 OS0856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0856_STAMPING: M 457 1991
 OS0856_MARK LOGO: NGS
 OS0856_PROJECTION: FLUSH
 OS0856_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0856+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0856_ROD/PIPE-DEPTH: 6.2 meters
 OS0856_SLEEVE-DEPTH  : 0.9 meters
 OS0856
 OS0856  HISTORY     - Date     Condition        Report By
 OS0856  HISTORY     - 1991     MONUMENTED       NGS
 OS0856
 OS0856                          STATION DESCRIPTION
 OS0856
 OS0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0856'21.5 KM (13.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0856'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.6 KM (0.35
 OS0856'MI) EAST OF MILEPOST 179, 31.3 M (102.7 FT) SOUTH OF THE CENTERLINE
 OS0856'OF THE EASTBOUND LANES OF THE HIGHWAY, 22.7 M (74.5 FT) EAST OF A
 OS0856'FENCE CORNER, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6
 OS0856'M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OS0856'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DEPTH
 OS0856'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0893 ***********************************************************************
 OS0893  DESIGNATION -  M 458
 OS0893  PID         -  OS0893
 OS0893  STATE/COUNTY-  SD/MELLETTE
 OS0893  COUNTRY     -  US
 OS0893  USGS QUAD   -  WESTOVER (2017)
 OS0893
 OS0893                         *CURRENT SURVEY CONTROL
 OS0893  ______________________________________________________________________
 OS0893* NAD 83(1986) POSITION- 43 39 33.48   (N) 100 39 39.06   (W)   HD_HELD1
 OS0893* NAVD 88 ORTHO HEIGHT -   565.572 (meters)     1855.55  (feet) ADJUSTED
 OS0893  ______________________________________________________________________
 OS0893  GEOID HEIGHT    -        -24.299 (meters)                     GEOID18
 OS0893  DYNAMIC HEIGHT  -        565.377 (meters)     1854.91  (feet) COMP
 OS0893  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 OS0893
 OS0893  VERT ORDER      -  FIRST     CLASS II
 OS0893
 OS0893.The horizontal coordinates were determined by differentially corrected
 OS0893.hand held GPS observations or other comparable positioning techniques
 OS0893.and have an estimated accuracy of +/- 3 meters.
 OS0893
 OS0893.The orthometric height was determined by differential leveling and
 OS0893.adjusted by the NATIONAL GEODETIC SURVEY
 OS0893.in June 1994.
 OS0893
 OS0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0893.GEOID18 height accuracy estimate available here.
 OS0893
 OS0893.Click photographs - Photos may exist for this station.
 OS0893
 OS0893.The dynamic height is computed by dividing the NAVD 88
 OS0893.geopotential number by the normal gravity value computed on the
 OS0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0893.degrees latitude (g = 980.6199 gals.).
 OS0893
 OS0893.The modeled gravity was interpolated from observed gravity values.
 OS0893
 OS0893;                    North         East    Units  Estimated Accuracy
 OS0893;SPC SD S     -   147,355.4     573,583.8     MT  (+/- 3 meters HH1 GPS) 
 OS0893
 OS0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6608235373(NAD 83)
 OS0893
 OS0893                          SUPERSEDED SURVEY CONTROL
 OS0893
 OS0893.No superseded survey control is available for this station.
 OS0893
 OS0893_MARKER: I = METAL ROD
 OS0893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0893_STAMPING: M 458 1992
 OS0893_MARK LOGO: NGS
 OS0893_PROJECTION: FLUSH
 OS0893_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0893+STABILITY: POSITION/ELEVATION WELL
 OS0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0893+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0893_ROD/PIPE-DEPTH: 14.7 meters
 OS0893_SLEEVE-DEPTH  : 12.2 meters
 OS0893
 OS0893  HISTORY     - Date     Condition        Report By
 OS0893  HISTORY     - 1992     MONUMENTED       NGS
 OS0893  HISTORY     - 20051104 GOOD             HKM
 OS0893
 OS0893                          STATION DESCRIPTION
 OS0893
 OS0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0893'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0893'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0893'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0893'6.9 KM (4.30 MI) NORTHERLY ALONG A GRAVELED ROAD, 14.0 M (45.9 FT)
 OS0893'WEST OF THE CENTER OF THE ROAD, 10.4 M (34.1 FT) SOUTH OF THE CENTER
 OS0893'OF A DRIVEWAY, 3.6 M (11.8 FT) NORTH-NORTHEAST OF A UTILITY POLE, 1.2
 OS0893'M (3.9 FT) WEST-NORTHWEST OF A FENCE AND WITNESS POST, AND 0.3 M (1.0
 OS0893'FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0893'THROUGH A 5-INCH LOGO CAP.
 OS0893
 OS0893                          STATION RECOVERY (2005)
 OS0893
 OS0893'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0893'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0939 ***********************************************************************
 OS0939  DESIGNATION -  M 459
 OS0939  PID         -  OS0939
 OS0939  STATE/COUNTY-  SD/TODD
 OS0939  COUNTRY     -  US
 OS0939  USGS QUAD   -  OLSONVILLE (2017)
 OS0939
 OS0939                         *CURRENT SURVEY CONTROL
 OS0939  ______________________________________________________________________
 OS0939* NAD 83(1986) POSITION- 43 07 44.     (N) 100 36 37.     (W)   SCALED
 OS0939* NAVD 88 ORTHO HEIGHT -   852.351 (meters)     2796.42  (feet) ADJUSTED
 OS0939  ______________________________________________________________________
 OS0939  GEOID HEIGHT    -        -22.620 (meters)                     GEOID18
 OS0939  DYNAMIC HEIGHT  -        852.003 (meters)     2795.28  (feet) COMP
 OS0939  MODELED GRAVITY -    980,183.9   (mgal)                       NAVD 88
 OS0939
 OS0939  VERT ORDER      -  FIRST     CLASS II
 OS0939
 OS0939.The horizontal coordinates were scaled from a map and have
 OS0939.an estimated accuracy of +/- 6 seconds.
 OS0939
 OS0939.The orthometric height was determined by differential leveling and
 OS0939.adjusted by the NATIONAL GEODETIC SURVEY
 OS0939.in June 1994.
 OS0939
 OS0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0939.GEOID18 height accuracy estimate available here.
 OS0939
 OS0939.Click photographs - Photos may exist for this station.
 OS0939
 OS0939.The dynamic height is computed by dividing the NAVD 88
 OS0939.geopotential number by the normal gravity value computed on the
 OS0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0939.degrees latitude (g = 980.6199 gals.).
 OS0939
 OS0939.The modeled gravity was interpolated from observed gravity values.
 OS0939
 OS0939;                    North         East    Units  Estimated Accuracy
 OS0939;SPC SD S     -    88,420.      577,470.      MT  (+/- 180 meters Scaled)
 OS0939
 OS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN690763(NAD 83)
 OS0939
 OS0939                          SUPERSEDED SURVEY CONTROL
 OS0939
 OS0939.No superseded survey control is available for this station.
 OS0939
 OS0939_MARKER: I = METAL ROD
 OS0939_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0939_STAMPING: M 459 1992
 OS0939_MARK LOGO: NGS
 OS0939_PROJECTION: FLUSH
 OS0939_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0939+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0939_ROD/PIPE-DEPTH: 4.0 meters
 OS0939
 OS0939  HISTORY     - Date     Condition        Report By
 OS0939  HISTORY     - 1992     MONUMENTED       NGS
 OS0939
 OS0939                          STATION DESCRIPTION
 OS0939
 OS0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0939'21.5 KM (13.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0939'OF U.S. HIGHWAY 18 IN MISSION, 22.0 M (72.2 FT) WEST OF THE
 OS0939'CENTERLINE OF THE HIGHWAY, 21.3 M (69.9 FT) SOUTH OF THE CENTER OF A
 OS0939'HIGHWAY APPROACH AND GATE, 10.9 M (35.8 FT) SOUTH-SOUTHEAST OF A
 OS0939'UTILITY POLE WITH A GUY CABLE, 0.6 M (2.0 FT) EAST OF A WITNESS POST
 OS0939'AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OS0939'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0235 ***********************************************************************
 PS0235  DESIGNATION -  M 46
 PS0235  PID         -  PS0235
 PS0235  STATE/COUNTY-  SD/FAULK
 PS0235  COUNTRY     -  US
 PS0235  USGS QUAD   -  ZELL (2017)
 PS0235
 PS0235                         *CURRENT SURVEY CONTROL
 PS0235  ______________________________________________________________________
 PS0235* NAD 83(1986) POSITION- 44 53 57.     (N) 098 43 49.     (W)   SCALED
 PS0235* NAVD 88 ORTHO HEIGHT -   416.104 (meters)     1365.17  (feet) ADJUSTED
 PS0235  ______________________________________________________________________
 PS0235  GEOID HEIGHT    -        -24.230 (meters)                     GEOID18
 PS0235  DYNAMIC HEIGHT  -        416.053 (meters)     1365.00  (feet) COMP
 PS0235  MODELED GRAVITY -    980,483.7   (mgal)                       NAVD 88
 PS0235
 PS0235  VERT ORDER      -  FIRST     CLASS II
 PS0235
 PS0235.The horizontal coordinates were scaled from a map and have
 PS0235.an estimated accuracy of +/- 6 seconds.
 PS0235
 PS0235.The orthometric height was determined by differential leveling and
 PS0235.adjusted by the NATIONAL GEODETIC SURVEY
 PS0235.in June 1991.
 PS0235
 PS0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0235.GEOID18 height accuracy estimate available here.
 PS0235
 PS0235.Click photographs - Photos may exist for this station.
 PS0235
 PS0235.The dynamic height is computed by dividing the NAVD 88
 PS0235.geopotential number by the normal gravity value computed on the
 PS0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0235.degrees latitude (g = 980.6199 gals.).
 PS0235
 PS0235.The modeled gravity was interpolated from observed gravity values.
 PS0235
 PS0235;                    North         East    Units  Estimated Accuracy
 PS0235;SPC SD N     -   119,220.      700,280.      MT  (+/- 180 meters Scaled)
 PS0235
 PS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ212717(NAD 83)
 PS0235
 PS0235                          SUPERSEDED SURVEY CONTROL
 PS0235
 PS0235  NGVD 29 (??/??/92)  415.797  (m)         1364.16   (f) ADJ UNCH    1 2
 PS0235
 PS0235.Superseded values are not recommended for survey control.
 PS0235
 PS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0235.See file dsdata.pdf to determine how the superseded data were derived.
 PS0235
 PS0235_MARKER: DB = BENCH MARK DISK
 PS0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0235_STAMPING: M 46 1934
 PS0235_MARK LOGO: CGS
 PS0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0235+STABILITY: SURFACE MOTION
 PS0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0235+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 PS0235
 PS0235  HISTORY     - Date     Condition        Report By
 PS0235  HISTORY     - 1934     MONUMENTED       CGS
 PS0235  HISTORY     - 19960601 GOOD             NGS
 PS0235
 PS0235                          STATION DESCRIPTION
 PS0235
 PS0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0235'AT ZELL.
 PS0235'AT ZELL, FAULK COUNTY, ABOUT 1 POLE EAST OF THE CHICAGO AND
 PS0235'NORTH WESTERN RAILWAY STATION, ABOUT 3 POLES WEST OF THE SWITCH
 PS0235'TO A SIDETRACK, 44 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PS0235'AND 4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED M 46 1934
 PS0235'AND SET IN THE TOP OF A CONCRETE POST.
 PS0235
 PS0235                          STATION RECOVERY (1996)
 PS0235
 PS0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0235'IN ZELL, AT THE INTERSECTION OF 1ST AND MAIN STREETS, 78.0 M (255.9
 PS0235'FT) EAST OF THE CENTER OF MAIN STREET, 74.8 M (245.4 FT) NORTH OF THE
 PS0235'CENTER OF 1ST STREET, 38.3 M (125.7 FT) NORTHEAST OF THE NORTHEAST
 PS0235'CORNER OF THE EAST GRAIN ELEVATOR STORAGE SHEDS, 5.2 M (17.1 FT) EAST
 PS0235'OF A FENCE CORNER, 2.6 M (8.5 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 PS0235'SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PS0235'STREETS, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PS0235'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEILA ZELL, ZELL,
 PS0235'SD, TELEPHONE NUMBER (605) 472-2171.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8812 ***********************************************************************
 AB8812  DESIGNATION -  M 460
 AB8812  PID         -  AB8812
 AB8812  STATE/COUNTY-  SD/BROOKINGS
 AB8812  COUNTRY     -  US
 AB8812  USGS QUAD   -  BROOKINGS (2017)
 AB8812
 AB8812                         *CURRENT SURVEY CONTROL
 AB8812  ______________________________________________________________________
 AB8812* NAD 83(1986) POSITION- 44 18 55.02   (N) 096 48 42.15   (W)   HD_HELD1
 AB8812* NAVD 88 ORTHO HEIGHT -   488.505 (meters)     1602.70  (feet) ADJUSTED
 AB8812  ______________________________________________________________________
 AB8812  GEOID HEIGHT    -        -25.378 (meters)                     GEOID18
 AB8812  DYNAMIC HEIGHT  -        488.415 (meters)     1602.41  (feet) COMP
 AB8812  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 AB8812
 AB8812  VERT ORDER      -  FIRST     CLASS II
 AB8812
 AB8812.The horizontal coordinates were determined by differentially corrected
 AB8812.hand held GPS observations or other comparable positioning techniques
 AB8812.and have an estimated accuracy of +/- 3 meters.
 AB8812
 AB8812.The orthometric height was determined by differential leveling and
 AB8812.adjusted by the NATIONAL GEODETIC SURVEY
 AB8812.in October 1997.
 AB8812
 AB8812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8812.GEOID18 height accuracy estimate available here.
 AB8812
 AB8812.Click photographs - Photos may exist for this station.
 AB8812
 AB8812.The dynamic height is computed by dividing the NAVD 88
 AB8812.geopotential number by the normal gravity value computed on the
 AB8812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8812.degrees latitude (g = 980.6199 gals.).
 AB8812
 AB8812.The modeled gravity was interpolated from observed gravity values.
 AB8812
 AB8812;                    North         East    Units  Estimated Accuracy
 AB8812;SPC SD N     -    58,564.1     854,302.3     MT  (+/- 3 meters HH1 GPS) 
 AB8812
 AB8812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7451309220(NAD 83)
 AB8812
 AB8812                          SUPERSEDED SURVEY CONTROL
 AB8812
 AB8812.No superseded survey control is available for this station.
 AB8812
 AB8812_MARKER: I = METAL ROD
 AB8812_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8812_STAMPING: M 460 1994
 AB8812_MARK LOGO: NGS
 AB8812_PROJECTION: FLUSH
 AB8812_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8812+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8812_ROD/PIPE-DEPTH: 8.0 meters
 AB8812_SLEEVE-DEPTH  : 0.9 meters
 AB8812
 AB8812  HISTORY     - Date     Condition        Report By
 AB8812  HISTORY     - 1994     MONUMENTED       NGS
 AB8812
 AB8812                          STATION DESCRIPTION
 AB8812
 AB8812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8812'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8812'BROOKINGS, THENCE 1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8812'260.0 M (853.0 FT) EAST OF MILEPOST 419, 58.9 M (193.2 FT) NORTHEAST
 AB8812'OF THE NORTHEAST CORNER OF A BRIDGE SPANNING SIX MILE CREEK, 31.9 M
 AB8812'(104.7 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AB8812'HIGHWAY, 16.2 M (53.1 FT) SOUTHEAST OF A GATE, 4.7 M (15.4 FT)
 AB8812'SOUTHWEST OF A 16-INCH POLE SUPPORTING A SIGN, 2.1 M (6.9 FT) BELOW
 AB8812'THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTHWEST OF A T-FENCE
 AB8812'CORNER, AND 0.8 M (2.6 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS
 AB8812'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AB8812'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8885 ***********************************************************************
 AB8885  CBN         -  This is a Cooperative Base Network Control Station.
 AB8885  DESIGNATION -  M 461
 AB8885  PID         -  AB8885
 AB8885  STATE/COUNTY-  SD/BEADLE
 AB8885  COUNTRY     -  US
 AB8885  USGS QUAD   -  PEARL CREEK COLONY (2017)
 AB8885
 AB8885                         *CURRENT SURVEY CONTROL
 AB8885  ______________________________________________________________________
 AB8885* NAD 83(2011) POSITION- 44 22 08.95149(N) 097 54 48.06520(W)   ADJUSTED
 AB8885* NAD 83(2011) ELLIP HT-   390.744 (meters)        (06/27/12)   ADJUSTED
 AB8885* NAD 83(2011) EPOCH   -  2010.00
 AB8885* NAVD 88 ORTHO HEIGHT -   415.800 (meters)     1364.17  (feet) ADJUSTED
 AB8885  ______________________________________________________________________
 AB8885  GEOID HEIGHT    -        -25.066 (meters)                     GEOID18
 AB8885  NAD 83(2011) X  -   -628,786.320 (meters)                     COMP
 AB8885  NAD 83(2011) Y  - -4,523,675.524 (meters)                     COMP
 AB8885  NAD 83(2011) Z  -  4,437,779.287 (meters)                     COMP
 AB8885  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AB8885  DYNAMIC HEIGHT  -        415.728 (meters)     1363.93  (feet) COMP
 AB8885  MODELED GRAVITY -    980,433.4   (mgal)                       NAVD 88
 AB8885
 AB8885  VERT ORDER      -  FIRST     CLASS II
 AB8885
 AB8885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8885  Standards:
 AB8885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8885  -------------------------------------------------------------------
 AB8885  NETWORK    1.24   3.63           0.58   0.39   1.85     -0.07113656
 AB8885  -------------------------------------------------------------------
 AB8885  Click here for local accuracies and other accuracy information.
 AB8885
 AB8885.The horizontal coordinates were established by GPS observations
 AB8885.and adjusted by the National Geodetic Survey in June 2012.
 AB8885
 AB8885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8885.been affixed to the stable North American tectonic plate. See 
 AB8885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8885
 AB8885.The horizontal coordinates are valid at the epoch date displayed above
 AB8885.which is a decimal equivalence of Year/Month/Day.
 AB8885
 AB8885.The orthometric height was determined by differential leveling and
 AB8885.adjusted by the NATIONAL GEODETIC SURVEY
 AB8885.in October 1997.
 AB8885
 AB8885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8885.GEOID18 height accuracy estimate available here.
 AB8885
 AB8885.Click photographs - Photos may exist for this station.
 AB8885
 AB8885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8885
 AB8885.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8885
 AB8885.The ellipsoidal height was determined by GPS observations
 AB8885.and is referenced to NAD 83.
 AB8885
 AB8885.The dynamic height is computed by dividing the NAVD 88
 AB8885.geopotential number by the normal gravity value computed on the
 AB8885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8885.degrees latitude (g = 980.6199 gals.).
 AB8885
 AB8885.The modeled gravity was interpolated from observed gravity values.
 AB8885
 AB8885. The following values were computed from the NAD 83(2011) position.
 AB8885
 AB8885;                    North         East     Units Scale Factor Converg.
 AB8885;SPC SD N     -    61,685.270   766,304.116   MT  1.00000944   +1 28 36.5
 AB8885;SPC SD N     -   202,379.09  2,514,116.09   sFT  1.00000944   +1 28 36.5
 AB8885;UTM  14      - 4,913,449.354   586,579.216   MT  0.99969218   +0 45 35.7
 AB8885
 AB8885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8885!SPC SD N     -   0.99993874  x   1.00000944  =   0.99994818
 AB8885!UTM  14      -   0.99993874  x   0.99969218  =   0.99963093
 AB8885
 AB8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8657913449(NAD 83)
 AB8885
 AB8885                          SUPERSEDED SURVEY CONTROL
 AB8885
 AB8885  NAD 83(2007)-  44 22 08.95154(N)    097 54 48.06609(W) AD(2002.00) 0
 AB8885  ELLIP H (02/10/07)  390.774  (m)                       GP(2002.00)    
 AB8885  ELLIP H (04/15/04)  390.774  (m)                       GP(       ) 2 1
 AB8885  NAD 83(1996)-  44 22 08.95106(N)    097 54 48.06562(W) AD(       ) B
 AB8885  ELLIP H (04/18/97)  390.809  (m)                       GP(       ) 4 1
 AB8885  NAVD 88 (04/18/97)  415.9    (m)  GEOID96  model used  GPS OBS        
 AB8885
 AB8885.Superseded values are not recommended for survey control.
 AB8885
 AB8885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8885.See file dsdata.pdf to determine how the superseded data were derived.
 AB8885
 AB8885_MARKER: I = METAL ROD
 AB8885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8885_STAMPING: M 461 1994
 AB8885_MARK LOGO: NGS
 AB8885_PROJECTION: FLUSH
 AB8885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8885+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1996
 AB8885_ROD/PIPE-DEPTH: 6.4 meters
 AB8885_SLEEVE-DEPTH  : 0.9 meters
 AB8885
 AB8885  HISTORY     - Date     Condition        Report By
 AB8885  HISTORY     - 1994     MONUMENTED       NGS
 AB8885  HISTORY     - 19960623 GOOD             NGS
 AB8885  HISTORY     - 20230905 MARK NOT FOUND   SDDT
 AB8885
 AB8885                          STATION DESCRIPTION
 AB8885
 AB8885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8885'23.9 KM (14.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8885'STATE HIGHWAY 37 IN HURON, 735.0 M (2411.4 FT) WEST OF MILEPOST 361,
 AB8885'29.8 M (97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.6 M (64.3 FT)
 AB8885'EAST OF THE CENTER OF A GRAVELED ROAD, 8.4 M (27.6 FT) EAST OF A
 AB8885'UTILITY POLE, 5.1 M (16.7 FT) EAST OF AN UNDERGROUND CABLE JUNCTION
 AB8885'BOX, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 AB8885'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8885'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8885'SPECIFICATIONS FOR A CLASS A MARK.
 AB8885
 AB8885                          STATION RECOVERY (1996)
 AB8885
 AB8885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB8885'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF CAVOUR AND 3.0 MI
 AB8885'(4.8 KM) WEST OF IROQUOIS, ON U.S. HIGHWAY 14.  OWNERSHIP--THE STATE
 AB8885'OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB8885'HIGHWAY 14 AND SIOUX STREET AT THE BEADLE/KINGSBURY COUNTY LINE IN
 AB8885'IROQUOIS, GO WEST ON U.S. HIGHWAY 14 FOR 3.05 MI (4.91 KM) TO THE
 AB8885'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AB8885'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AB8885'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 41.5 M (136.2 FT) WEST OF A
 AB8885'UTILITY POLE, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.8 M
 AB8885'(65.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 8.8 M (28.9 FT) EAST
 AB8885'OF A UTILITY POLE, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 AB8885'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8885
 AB8885                          STATION RECOVERY (2023)
 AB8885
 AB8885'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 AB8885'MARK LANDS IN OR NEAR A CORN FIELD DOWN A COUNTY ROAD.  NO SURFACE
 AB8885'EVIDENCE WAS FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8917 ***********************************************************************
 AB8917  DESIGNATION -  M 462
 AB8917  PID         -  AB8917
 AB8917  STATE/COUNTY-  SD/BEADLE
 AB8917  COUNTRY     -  US
 AB8917  USGS QUAD   -  VIRGIL (2017)
 AB8917
 AB8917                         *CURRENT SURVEY CONTROL
 AB8917  ______________________________________________________________________
 AB8917* NAD 83(1986) POSITION- 44 22 16.     (N) 098 27 31.     (W)   SCALED
 AB8917* NAVD 88 ORTHO HEIGHT -   405.123 (meters)     1329.14  (feet) ADJUSTED
 AB8917  ______________________________________________________________________
 AB8917  GEOID HEIGHT    -        -25.036 (meters)                     GEOID18
 AB8917  DYNAMIC HEIGHT  -        405.050 (meters)     1328.90  (feet) COMP
 AB8917  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 AB8917
 AB8917  VERT ORDER      -  FIRST     CLASS II
 AB8917
 AB8917.The horizontal coordinates were scaled from a map and have
 AB8917.an estimated accuracy of +/- 6 seconds.
 AB8917
 AB8917.The orthometric height was determined by differential leveling and
 AB8917.adjusted by the NATIONAL GEODETIC SURVEY
 AB8917.in October 1997.
 AB8917
 AB8917.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8917.GEOID18 height accuracy estimate available here.
 AB8917
 AB8917.Click photographs - Photos may exist for this station.
 AB8917
 AB8917.The dynamic height is computed by dividing the NAVD 88
 AB8917.geopotential number by the normal gravity value computed on the
 AB8917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8917.degrees latitude (g = 980.6199 gals.).
 AB8917
 AB8917.The modeled gravity was interpolated from observed gravity values.
 AB8917
 AB8917;                    North         East    Units  Estimated Accuracy
 AB8917;SPC SD N     -    60,930.      722,850.      MT  (+/- 180 meters Scaled)
 AB8917
 AB8917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ431132(NAD 83)
 AB8917
 AB8917                          SUPERSEDED SURVEY CONTROL
 AB8917
 AB8917.No superseded survey control is available for this station.
 AB8917
 AB8917_MARKER: I = METAL ROD
 AB8917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8917_STAMPING: M 462 1994
 AB8917_MARK LOGO: NGS
 AB8917_PROJECTION: FLUSH
 AB8917_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8917+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8917_ROD/PIPE-DEPTH: 6.3 meters
 AB8917_SLEEVE-DEPTH  : 0.9 meters
 AB8917
 AB8917  HISTORY     - Date     Condition        Report By
 AB8917  HISTORY     - 1994     MONUMENTED       NGS
 AB8917
 AB8917                          STATION DESCRIPTION
 AB8917
 AB8917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8917'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8917'STATE HIGHWAY 37 IN HURON, 764.0 M (2506.6 FT) EAST OF MILEPOST 333,
 AB8917'303.0 M (994.1 FT) WEST OF THE WEST END OF A BRIDGE SPANNING CAIN
 AB8917'CREEK, 19.3 M (63.3 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND LANE
 AB8917'OF THE HIGHWAY, 1.2 M (3.9 FT) SOUTHEAST OF A FENCE CORNER, 1.2 M (3.9
 AB8917'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 AB8917'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8917'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB8917'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8946 ***********************************************************************
 AB8946  DESIGNATION -  M 463
 AB8946  PID         -  AB8946
 AB8946  STATE/COUNTY-  SD/HAND
 AB8946  COUNTRY     -  US
 AB8946  USGS QUAD   -  MILLER SE (2017)
 AB8946
 AB8946                         *CURRENT SURVEY CONTROL
 AB8946  ______________________________________________________________________
 AB8946* NAD 83(1986) POSITION- 44 30 47.     (N) 098 51 53.     (W)   SCALED
 AB8946* NAVD 88 ORTHO HEIGHT -   462.819 (meters)     1518.43  (feet) ADJUSTED
 AB8946  ______________________________________________________________________
 AB8946  GEOID HEIGHT    -        -24.697 (meters)                     GEOID18
 AB8946  DYNAMIC HEIGHT  -        462.731 (meters)     1518.14  (feet) COMP
 AB8946  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 AB8946
 AB8946  VERT ORDER      -  FIRST     CLASS II
 AB8946
 AB8946.The horizontal coordinates were scaled from a map and have
 AB8946.an estimated accuracy of +/- 6 seconds.
 AB8946
 AB8946.The orthometric height was determined by differential leveling and
 AB8946.adjusted by the NATIONAL GEODETIC SURVEY
 AB8946.in October 1997.
 AB8946
 AB8946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8946.GEOID18 height accuracy estimate available here.
 AB8946
 AB8946.Click photographs - Photos may exist for this station.
 AB8946
 AB8946.The dynamic height is computed by dividing the NAVD 88
 AB8946.geopotential number by the normal gravity value computed on the
 AB8946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8946.degrees latitude (g = 980.6199 gals.).
 AB8946
 AB8946.The modeled gravity was interpolated from observed gravity values.
 AB8946
 AB8946;                    North         East    Units  Estimated Accuracy
 AB8946;SPC SD N     -    76,170.      690,260.      MT  (+/- 180 meters Scaled)
 AB8946
 AB8946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ107288(NAD 83)
 AB8946
 AB8946                          SUPERSEDED SURVEY CONTROL
 AB8946
 AB8946.No superseded survey control is available for this station.
 AB8946
 AB8946_MARKER: I = METAL ROD
 AB8946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8946_STAMPING: M 463 1994
 AB8946_MARK LOGO: NGS
 AB8946_PROJECTION: FLUSH
 AB8946_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8946+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8946_ROD/PIPE-DEPTH: 6.6 meters
 AB8946_SLEEVE-DEPTH  : 0.9 meters
 AB8946
 AB8946  HISTORY     - Date     Condition        Report By
 AB8946  HISTORY     - 1994     MONUMENTED       NGS
 AB8946  HISTORY     - 20121129 GOOD             SDDENR
 AB8946
 AB8946                          STATION DESCRIPTION
 AB8946
 AB8946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8946'10.1 KM (6.25 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8946'IN MILLER, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 AB8946'67.8 M (222.4 FT) WEST OF THE ROAD CENTER, 28.7 M (94.2 FT) SOUTH OF
 AB8946'THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 1.1 M
 AB8946'(3.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.4 M (1.3 FT) NORTH OF A
 AB8946'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8946'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB8946'FOR A CLASS A MARK.
 AB8946
 AB8946                          STATION RECOVERY (2012)
 AB8946
 AB8946'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 AB8946'MARK FOUND AS PREVIOUSLY DESCRIBED.  A NOTE- THE DROP-OFF FROM THE
 AB8946'SHOULDER OF THE ROAD TO THE RAILROAD RIGHT-OF-WAY WHERE THE MARK IS
 AB8946'LOCATED IS EXTREMELY STEEP.  WOULD NOT RECOMMEND DRIVING OFF THE ROAD
 AB8946'IN A LOW-CLEARANCE VEHICLE OR VEHICLE WITHOUT 4WD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9009 ***********************************************************************
 AB9009  DESIGNATION -  M 464
 AB9009  PID         -  AB9009
 AB9009  STATE/COUNTY-  SD/HUGHES
 AB9009  COUNTRY     -  US
 AB9009  USGS QUAD   -  BLUNT SE (2017)
 AB9009
 AB9009                         *CURRENT SURVEY CONTROL
 AB9009  ______________________________________________________________________
 AB9009* NAD 83(1986) POSITION- 44 31 39.     (N) 099 49 25.     (W)   SCALED
 AB9009* NAVD 88 ORTHO HEIGHT -   525.694 (meters)     1724.71  (feet) ADJUSTED
 AB9009  ______________________________________________________________________
 AB9009  GEOID HEIGHT    -        -23.549 (meters)                     GEOID18
 AB9009  DYNAMIC HEIGHT  -        525.593 (meters)     1724.38  (feet) COMP
 AB9009  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 AB9009
 AB9009  VERT ORDER      -  FIRST     CLASS II
 AB9009
 AB9009.The horizontal coordinates were scaled from a map and have
 AB9009.an estimated accuracy of +/- 6 seconds.
 AB9009
 AB9009.The orthometric height was determined by differential leveling and
 AB9009.adjusted by the NATIONAL GEODETIC SURVEY
 AB9009.in October 1997.
 AB9009
 AB9009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9009.GEOID18 height accuracy estimate available here.
 AB9009
 AB9009.Click photographs - Photos may exist for this station.
 AB9009
 AB9009.The dynamic height is computed by dividing the NAVD 88
 AB9009.geopotential number by the normal gravity value computed on the
 AB9009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9009.degrees latitude (g = 980.6199 gals.).
 AB9009
 AB9009.The modeled gravity was interpolated from observed gravity values.
 AB9009
 AB9009;                    North         East    Units  Estimated Accuracy
 AB9009;SPC SD S     -   243,890.      640,520.      MT  (+/- 180 meters Scaled)
 AB9009
 AB9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ345307(NAD 83)
 AB9009
 AB9009                          SUPERSEDED SURVEY CONTROL
 AB9009
 AB9009.No superseded survey control is available for this station.
 AB9009
 AB9009_MARKER: I = METAL ROD
 AB9009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9009_STAMPING: M 464 1994
 AB9009_MARK LOGO: NGS
 AB9009_PROJECTION: FLUSH
 AB9009_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9009+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9009_ROD/PIPE-DEPTH: 7.6 meters
 AB9009_SLEEVE-DEPTH  : 0.9 meters
 AB9009
 AB9009  HISTORY     - Date     Condition        Report By
 AB9009  HISTORY     - 1994     MONUMENTED       NGS
 AB9009  HISTORY     - 20120514 GOOD             INDIV
 AB9009
 AB9009                          STATION DESCRIPTION
 AB9009
 AB9009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9009'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9009'BLUNT, THENCE 13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 14, 268.0
 AB9009'M (879.3 FT) EAST OF MILEPOST 259, 48.4 M (158.8 FT) WEST OF AN
 AB9009'UNDERGROUND CABLE JUNCTION BOX, 32.8 M (107.6 FT) EAST OF AN
 AB9009'UNDERGROUND CABLE JUNCTION BOX, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY
 AB9009'CENTERLINE, 22.6 M (74.1 FT) SOUTHEAST OF A UTILITY POLE, 1.8 M (5.9
 AB9009'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A
 AB9009'WITNESS POST AND A RIGHT-OF-WAY POST.  NOTE--ACCESS TO THE DATUM POINT
 AB9009'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB9009'SPECIFICATIONS FOR A CLASS A MARK.
 AB9009
 AB9009                          STATION RECOVERY (2012)
 AB9009
 AB9009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5589 ***********************************************************************
 AC5589  DESIGNATION -  M 465
 AC5589  PID         -  AC5589
 AC5589  STATE/COUNTY-  SD/PENNINGTON
 AC5589  COUNTRY     -  US
 AC5589  USGS QUAD   -  HILL CITY (2017)
 AC5589
 AC5589                         *CURRENT SURVEY CONTROL
 AC5589  ______________________________________________________________________
 AC5589* NAD 83(1986) POSITION- 43 56 06.     (N) 103 30 35.     (W)   SCALED
 AC5589* NAVD 88 ORTHO HEIGHT -  1474.460 (meters)     4837.46  (feet) ADJUSTED
 AC5589  ______________________________________________________________________
 AC5589  GEOID HEIGHT    -        -14.065 (meters)                     GEOID18
 AC5589  DYNAMIC HEIGHT  -       1473.809 (meters)     4835.32  (feet) COMP
 AC5589  MODELED GRAVITY -    980,124.5   (mgal)                       NAVD 88
 AC5589
 AC5589  VERT ORDER      -  FIRST     CLASS II
 AC5589
 AC5589.The horizontal coordinates were scaled from a map and have
 AC5589.an estimated accuracy of +/- 6 seconds.
 AC5589
 AC5589.The orthometric height was determined by differential leveling and
 AC5589.adjusted by the NATIONAL GEODETIC SURVEY
 AC5589.in October 1997.
 AC5589
 AC5589.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5589.GEOID18 height accuracy estimate available here.
 AC5589
 AC5589.Click photographs - Photos may exist for this station.
 AC5589
 AC5589.The dynamic height is computed by dividing the NAVD 88
 AC5589.geopotential number by the normal gravity value computed on the
 AC5589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5589.degrees latitude (g = 980.6199 gals.).
 AC5589
 AC5589.The modeled gravity was interpolated from observed gravity values.
 AC5589
 AC5589;                    North         East    Units  Estimated Accuracy
 AC5589;SPC SD S     -   182,810.      345,040.      MT  (+/- 180 meters Scaled)
 AC5589
 AC5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ196657(NAD 83)
 AC5589
 AC5589                          SUPERSEDED SURVEY CONTROL
 AC5589
 AC5589.No superseded survey control is available for this station.
 AC5589
 AC5589_MARKER: DV = VERTICAL CONTROL DISK
 AC5589_SETTING: 66 = SET IN ROCK OUTCROP
 AC5589_STAMPING: M 465 1995
 AC5589_MARK LOGO: NGS
 AC5589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5589+STABILITY: POSITION/ELEVATION WELL
 AC5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5589+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 AC5589
 AC5589  HISTORY     - Date     Condition        Report By
 AC5589  HISTORY     - 1995     MONUMENTED       NGS
 AC5589  HISTORY     - 20040607 GOOD             TXDOT
 AC5589
 AC5589                          STATION DESCRIPTION
 AC5589
 AC5589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5589'3.7 KM (2.30 MI) NORTHERLY ALONG U.S. HIGHWAY 16 ALTERNATE FROM THE
 AC5589'JUNCTION OF STATE HIGHWAY 40 IN KEYSTONE, THENCE 7.3 KM (4.55 MI)
 AC5589'WESTRELY ALONG U.S. HIGHWAY 16, IN A LARGE EXPOSED AREA OF BEDROCK IN
 AC5589'A HIGHWAY CUT, 147.0 M (482.3 FT) EAST OF MILEPOST 46, 61.2 M (200.8
 AC5589'FT) NORTH OF THE CENTER OF FOREST SERVICE ROAD 531 1C, 54.5 M (178.8
 AC5589'FT) NORTH OF THE SOUTH END OF THE CUT, 15.6 M (51.2 FT) EAST OF THE
 AC5589'HIGHWAY CENTERLINE, 1.4 M (4.6 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER,
 AC5589'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT)
 AC5589'SOUTH OF A WITNESS POST.
 AC5589
 AC5589                          STATION RECOVERY (2004)
 AC5589
 AC5589'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (WDW)
 AC5589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9074 ***********************************************************************
 AB9074  DESIGNATION -  M 466
 AB9074  PID         -  AB9074
 AB9074  STATE/COUNTY-  SD/STANLEY
 AB9074  COUNTRY     -  US
 AB9074  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9074
 AB9074                         *CURRENT SURVEY CONTROL
 AB9074  ______________________________________________________________________
 AB9074* NAD 83(1986) POSITION- 44 23 07.26   (N) 100 36 47.10   (W)   HD_HELD1
 AB9074* NAVD 88 ORTHO HEIGHT -   605.823 (meters)     1987.60  (feet) ADJUSTED
 AB9074  ______________________________________________________________________
 AB9074  GEOID HEIGHT    -        -23.099 (meters)                     GEOID18
 AB9074  DYNAMIC HEIGHT  -        605.688 (meters)     1987.16  (feet) COMP
 AB9074  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 AB9074
 AB9074  VERT ORDER      -  FIRST     CLASS II
 AB9074
 AB9074.The horizontal coordinates were determined by differentially corrected
 AB9074.hand held GPS observations or other comparable positioning techniques
 AB9074.and have an estimated accuracy of +/- 3 meters.
 AB9074
 AB9074.The orthometric height was determined by differential leveling and
 AB9074.adjusted by the NATIONAL GEODETIC SURVEY
 AB9074.in October 1997.
 AB9074
 AB9074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9074.GEOID18 height accuracy estimate available here.
 AB9074
 AB9074.Click photographs - Photos may exist for this station.
 AB9074
 AB9074.The dynamic height is computed by dividing the NAVD 88
 AB9074.geopotential number by the normal gravity value computed on the
 AB9074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9074.degrees latitude (g = 980.6199 gals.).
 AB9074
 AB9074.The modeled gravity was interpolated from observed gravity values.
 AB9074
 AB9074;                    North         East    Units  Estimated Accuracy
 AB9074;SPC SD S     -   228,009.3     577,708.2     MT  (+/- 3 meters HH1 GPS) 
 AB9074
 AB9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7151215939(NAD 83)
 AB9074
 AB9074                          SUPERSEDED SURVEY CONTROL
 AB9074
 AB9074.No superseded survey control is available for this station.
 AB9074
 AB9074_MARKER: I = METAL ROD
 AB9074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9074_STAMPING: M 466 1995
 AB9074_MARK LOGO: NGS
 AB9074_PROJECTION: FLUSH
 AB9074_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9074+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9074_ROD/PIPE-DEPTH: 3.5 meters
 AB9074_SLEEVE-DEPTH  : 0.9 meters
 AB9074
 AB9074  HISTORY     - Date     Condition        Report By
 AB9074  HISTORY     - 1995     MONUMENTED       NGS
 AB9074  HISTORY     - 20120524 GOOD             INDIV
 AB9074
 AB9074                          STATION DESCRIPTION
 AB9074
 AB9074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9074'21.9 KM (13.60 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9074'IN PIERRE, 780.0 M (2559.0 FT) EAST OF MILEPOST 215, 50.0 M (164.0 FT)
 AB9074'SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) NORTHWEST OF THE
 AB9074'CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) NORTHEAST OF THE
 AB9074'CENTER OF 3 BRACED FENCE POSTS AND A WITNESS POST, AND 0.5 M (1.6 FT)
 AB9074'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AB9074'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB9074'SPECIFICATIONS FOR A CLASS A MARK.
 AB9074
 AB9074                          STATION RECOVERY (2012)
 AB9074
 AB9074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2020 ***********************************************************************
 AE2020  DESIGNATION -  M 467
 AE2020  PID         -  AE2020
 AE2020  STATE/COUNTY-  SD/CODINGTON
 AE2020  COUNTRY     -  US
 AE2020  USGS QUAD   -  HENRY (2017)
 AE2020
 AE2020                         *CURRENT SURVEY CONTROL
 AE2020  ______________________________________________________________________
 AE2020* NAD 83(1986) POSITION- 44 52 36.     (N) 097 28 21.     (W)   SCALED
 AE2020* NAVD 88 ORTHO HEIGHT -   551.668 (meters)     1809.93  (feet) ADJUSTED
 AE2020  ______________________________________________________________________
 AE2020  GEOID HEIGHT    -        -24.835 (meters)                     GEOID18
 AE2020  DYNAMIC HEIGHT  -        551.586 (meters)     1809.66  (feet) COMP
 AE2020  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 AE2020
 AE2020  VERT ORDER      -  FIRST     CLASS II
 AE2020
 AE2020.The horizontal coordinates were scaled from a map and have
 AE2020.an estimated accuracy of +/- 6 seconds.
 AE2020
 AE2020.The orthometric height was determined by differential leveling and
 AE2020.adjusted by the NATIONAL GEODETIC SURVEY
 AE2020.in July 1998.
 AE2020
 AE2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2020.GEOID18 height accuracy estimate available here.
 AE2020
 AE2020.Click photographs - Photos may exist for this station.
 AE2020
 AE2020.The dynamic height is computed by dividing the NAVD 88
 AE2020.geopotential number by the normal gravity value computed on the
 AE2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2020.degrees latitude (g = 980.6199 gals.).
 AE2020
 AE2020.The modeled gravity was interpolated from observed gravity values.
 AE2020
 AE2020;                    North         East    Units  Estimated Accuracy
 AE2020;SPC SD N     -   119,050.      799,670.      MT  (+/- 180 meters Scaled)
 AE2020
 AE2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ206703(NAD 83)
 AE2020
 AE2020                          SUPERSEDED SURVEY CONTROL
 AE2020
 AE2020.No superseded survey control is available for this station.
 AE2020
 AE2020_MARKER: I = METAL ROD
 AE2020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2020_STAMPING: M 467 1995
 AE2020_MARK LOGO: NGS
 AE2020_PROJECTION: FLUSH
 AE2020_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE2020+STABILITY: POSITION/ELEVATION WELL
 AE2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2020+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2020_ROD/PIPE-DEPTH: 13.2 meters
 AE2020_SLEEVE-DEPTH  : 10.9 meters
 AE2020
 AE2020  HISTORY     - Date     Condition        Report By
 AE2020  HISTORY     - 1995     MONUMENTED       NGS
 AE2020  HISTORY     - 19950919 GOOD             NGS
 AE2020  HISTORY     - 19961011 GOOD             CHANCE
 AE2020
 AE2020                          STATION DESCRIPTION
 AE2020
 AE2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2020'0.4 KM (0.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2020'MAIN STREET IN HENRY, 102.0 M (334.6 FT) EAST OF MILEPOST 358, 21.3 M
 AE2020'(69.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.7 M (48.2 FT) WEST OF
 AE2020'THE CENTER OF A GRAVELED ROAD, 5.5 M (18.0 FT) WEST OF THE EXTENDED
 AE2020'CENTER OF COUNTY ROAD 27, 4.2 M (13.8 FT) WEST OF A UTILITY POLE, 1.6
 AE2020'M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 AE2020'NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE2020'THROUGH A 5-INCH LOGO CAP.
 AE2020
 AE2020                          STATION RECOVERY (1996)
 AE2020
 AE2020'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2020'0.3 KM (0.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE2020'MAIN STREET IN HENRY, 553.0 M (1814.3 FT) WEST OF MILEPOST 359, 21.3 M
 AE2020'(69.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.7 M (48.2 FT) WEST OF
 AE2020'THE CENTER OF A GRAVELED ROAD, 5.5 M (18.0 FT) WEST OF THE EXTENDED
 AE2020'CENTER OF COUNTY ROAD 27 LEADING NORTH, 4.2 M (13.8 FT) WEST OF A
 AE2020'UTILITY POLE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.0 M
 AE2020'(3.3 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 AE2020'IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2029 ***********************************************************************
 AE2029  DESIGNATION -  M 468
 AE2029  PID         -  AE2029
 AE2029  STATE/COUNTY-  SD/CLARK
 AE2029  COUNTRY     -  US
 AE2029  USGS QUAD   -  CLARK NORTH (2017)
 AE2029
 AE2029                         *CURRENT SURVEY CONTROL
 AE2029  ______________________________________________________________________
 AE2029* NAD 83(1986) POSITION- 44 52 36.     (N) 097 38 38.     (W)   SCALED
 AE2029* NAVD 88 ORTHO HEIGHT -   544.879 (meters)     1787.66  (feet) ADJUSTED
 AE2029  ______________________________________________________________________
 AE2029  GEOID HEIGHT    -        -24.674 (meters)                     GEOID18
 AE2029  DYNAMIC HEIGHT  -        544.799 (meters)     1787.39  (feet) COMP
 AE2029  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 AE2029
 AE2029  VERT ORDER      -  FIRST     CLASS II
 AE2029
 AE2029.The horizontal coordinates were scaled from a map and have
 AE2029.an estimated accuracy of +/- 6 seconds.
 AE2029
 AE2029.The orthometric height was determined by differential leveling and
 AE2029.adjusted by the NATIONAL GEODETIC SURVEY
 AE2029.in July 1998.
 AE2029
 AE2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2029.GEOID18 height accuracy estimate available here.
 AE2029
 AE2029.Click photographs - Photos may exist for this station.
 AE2029
 AE2029.The dynamic height is computed by dividing the NAVD 88
 AE2029.geopotential number by the normal gravity value computed on the
 AE2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2029.degrees latitude (g = 980.6199 gals.).
 AE2029
 AE2029.The modeled gravity was interpolated from observed gravity values.
 AE2029
 AE2029;                    North         East    Units  Estimated Accuracy
 AE2029;SPC SD N     -   118,650.      786,130.      MT  (+/- 180 meters Scaled)
 AE2029
 AE2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ071701(NAD 83)
 AE2029
 AE2029                          SUPERSEDED SURVEY CONTROL
 AE2029
 AE2029.No superseded survey control is available for this station.
 AE2029
 AE2029_MARKER: I = METAL ROD
 AE2029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2029_STAMPING: M 468 1995
 AE2029_MARK LOGO: NGS
 AE2029_PROJECTION: FLUSH
 AE2029_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE2029+STABILITY: POSITION/ELEVATION WELL
 AE2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2029+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 AE2029_ROD/PIPE-DEPTH: 14.0 meters
 AE2029_SLEEVE-DEPTH  : 10.7 meters
 AE2029
 AE2029  HISTORY     - Date     Condition        Report By
 AE2029  HISTORY     - 1995     MONUMENTED       NGS
 AE2029  HISTORY     - 19950919 GOOD             NGS
 AE2029  HISTORY     - 19961011 GOOD             CHANCE
 AE2029
 AE2029                          STATION DESCRIPTION
 AE2029
 AE2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE2029'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2029'IN CLARK, THENCE 7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2029'354.0 M (1161.4 FT) EAST OF MILEPOST 350, 22.0 M (72.2 FT) SOUTH OF
 AE2029'THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT) EAST OF THE CENTER OF A FIELD
 AE2029'ENTRANCE AND GATE, 1.0 M (3.3 FT) NORTH OF A WITNESS POST AND FENCE,
 AE2029'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 AE2029'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE2029
 AE2029                          STATION RECOVERY (1996)
 AE2029
 AE2029'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 AE2029'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 AE2029'IN CLARK, THENCE 7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 AE2029'354.0 M (1161.4 FT) EAST OF MILEPOST 350, 22.0 M (72.2 FT) SOUTH OF
 AE2029'THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT) EAST OF THE CENTER OF A FIELD
 AE2029'ENTRANCE AND GATE, 1.0 M (3.3 FT) NORTH OF A WITNESS POST AND FENCE,
 AE2029'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 AE2029'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5842 ***********************************************************************
 AE5842  DESIGNATION -  M 469
 AE5842  PID         -  AE5842
 AE5842  STATE/COUNTY-  SD/SPINK
 AE5842  COUNTRY     -  US
 AE5842  USGS QUAD   -  ZELL (2017)
 AE5842
 AE5842                         *CURRENT SURVEY CONTROL
 AE5842  ______________________________________________________________________
 AE5842* NAD 83(1986) POSITION- 44 53 49.     (N) 098 41 11.     (W)   SCALED
 AE5842* NAVD 88 ORTHO HEIGHT -   402.771 (meters)     1321.42  (feet) ADJUSTED
 AE5842  ______________________________________________________________________
 AE5842  GEOID HEIGHT    -        -24.248 (meters)                     GEOID18
 AE5842  DYNAMIC HEIGHT  -        402.723 (meters)     1321.27  (feet) COMP
 AE5842  MODELED GRAVITY -    980,486.5   (mgal)                       NAVD 88
 AE5842
 AE5842  VERT ORDER      -  FIRST     CLASS II
 AE5842
 AE5842.The horizontal coordinates were scaled from a map and have
 AE5842.an estimated accuracy of +/- 6 seconds.
 AE5842
 AE5842.The orthometric height was determined by differential leveling and
 AE5842.adjusted by the NATIONAL GEODETIC SURVEY
 AE5842.in July 1998.
 AE5842
 AE5842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5842.GEOID18 height accuracy estimate available here.
 AE5842
 AE5842.Click photographs - Photos may exist for this station.
 AE5842
 AE5842.The dynamic height is computed by dividing the NAVD 88
 AE5842.geopotential number by the normal gravity value computed on the
 AE5842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5842.degrees latitude (g = 980.6199 gals.).
 AE5842
 AE5842.The modeled gravity was interpolated from observed gravity values.
 AE5842
 AE5842;                    North         East    Units  Estimated Accuracy
 AE5842;SPC SD N     -   119,030.      703,750.      MT  (+/- 180 meters Scaled)
 AE5842
 AE5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ247715(NAD 83)
 AE5842
 AE5842                          SUPERSEDED SURVEY CONTROL
 AE5842
 AE5842.No superseded survey control is available for this station.
 AE5842
 AE5842_MARKER: I = METAL ROD
 AE5842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5842_STAMPING: M 469 1996
 AE5842_MARK LOGO: NGS
 AE5842_PROJECTION: FLUSH
 AE5842_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5842+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5842_ROD/PIPE-DEPTH: 6.0 meters
 AE5842_SLEEVE-DEPTH  : 0.9 meters
 AE5842
 AE5842  HISTORY     - Date     Condition        Report By
 AE5842  HISTORY     - 1996     MONUMENTED       NGS
 AE5842
 AE5842                          STATION DESCRIPTION
 AE5842
 AE5842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5842'13.5 KM (8.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5842'U.S. HIGHWAY 281 IN REDFIELD, 36.0 M (118.1 FT) EAST OF MILEPOST 193,
 AE5842'14.9 M (48.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) WEST
 AE5842'OF A UTILITY POLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0
 AE5842'M (3.3 FT) SOUTHEAST OF A FENCE CORNER, AND 0.9 M (3.0 FT) NORTH OF A
 AE5842'WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE5842'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5842'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0314 ***********************************************************************
 PS0314  DESIGNATION -  M 47
 PS0314  PID         -  PS0314
 PS0314  STATE/COUNTY-  SD/HYDE
 PS0314  COUNTRY     -  US
 PS0314  USGS QUAD   -  RICE LAKE (2017)
 PS0314
 PS0314                         *CURRENT SURVEY CONTROL
 PS0314  ______________________________________________________________________
 PS0314* NAD 83(1986) POSITION- 44 46 47.     (N) 099 27 03.     (W)   SCALED
 PS0314* NAVD 88 ORTHO HEIGHT -   549.131 (meters)     1801.61  (feet) ADJUSTED
 PS0314  ______________________________________________________________________
 PS0314  GEOID HEIGHT    -        -23.159 (meters)                     GEOID18
 PS0314  DYNAMIC HEIGHT  -        549.052 (meters)     1801.35  (feet) COMP
 PS0314  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 PS0314
 PS0314  VERT ORDER      -  SECOND    CLASS 0
 PS0314
 PS0314.The horizontal coordinates were scaled from a map and have
 PS0314.an estimated accuracy of +/- 6 seconds.
 PS0314
 PS0314.The orthometric height was determined by differential leveling and
 PS0314.adjusted by the NATIONAL GEODETIC SURVEY
 PS0314.in June 1991.
 PS0314
 PS0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0314.GEOID18 height accuracy estimate available here.
 PS0314
 PS0314.Click photographs - Photos may exist for this station.
 PS0314
 PS0314.The dynamic height is computed by dividing the NAVD 88
 PS0314.geopotential number by the normal gravity value computed on the
 PS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0314.degrees latitude (g = 980.6199 gals.).
 PS0314
 PS0314.The modeled gravity was interpolated from observed gravity values.
 PS0314
 PS0314;                    North         East    Units  Estimated Accuracy
 PS0314;SPC SD N     -   105,310.      643,460.      MT  (+/- 180 meters Scaled)
 PS0314
 PS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ643585(NAD 83)
 PS0314
 PS0314                          SUPERSEDED SURVEY CONTROL
 PS0314
 PS0314  NGVD 29 (??/??/92)  548.787  (m)         1800.48   (f) ADJ UNCH    2 0
 PS0314
 PS0314.Superseded values are not recommended for survey control.
 PS0314
 PS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0314.See file dsdata.pdf to determine how the superseded data were derived.
 PS0314
 PS0314_MARKER: DB = BENCH MARK DISK
 PS0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0314_STAMPING: M 47 1934
 PS0314_MARK LOGO: CGS
 PS0314_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0314+STABILITY: SURFACE MOTION
 PS0314
 PS0314  HISTORY     - Date     Condition        Report By
 PS0314  HISTORY     - 1934     MONUMENTED       CGS
 PS0314  HISTORY     - 1940     GOOD             CGS
 PS0314
 PS0314                          STATION DESCRIPTION
 PS0314
 PS0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0314'18.5 MI N FROM HIGHMORE.
 PS0314'18.5 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0314'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0314'INTERSECTION OF A SECTION-LINE ROAD, 112 FEET WEST OF THE
 PS0314'CENTERLINE OF THE SENECA ROAD, 33.6 FEET SOUTH OF THE SOUTH
 PS0314'WHEEL-TRACK OF THE SECTION-LINE ROAD, AND 0.7 FOOT SOUTH OF A
 PS0314'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 47 1934
 PS0314'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PS0314'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5855 ***********************************************************************
 AE5855  DESIGNATION -  M 470
 AE5855  PID         -  AE5855
 AE5855  STATE/COUNTY-  SD/HAND
 AE5855  COUNTRY     -  US
 AE5855  USGS QUAD   -  MILLER (2017)
 AE5855
 AE5855                         *CURRENT SURVEY CONTROL
 AE5855  ______________________________________________________________________
 AE5855* NAD 83(1986) POSITION- 44 35 26.     (N) 098 59 22.     (W)   SCALED
 AE5855* NAVD 88 ORTHO HEIGHT -   456.973 (meters)     1499.25  (feet) ADJUSTED
 AE5855  ______________________________________________________________________
 AE5855  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 AE5855  DYNAMIC HEIGHT  -        456.892 (meters)     1498.99  (feet) COMP
 AE5855  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 AE5855
 AE5855  VERT ORDER      -  FIRST     CLASS II
 AE5855
 AE5855.The horizontal coordinates were scaled from a map and have
 AE5855.an estimated accuracy of +/- 6 seconds.
 AE5855
 AE5855.The orthometric height was determined by differential leveling and
 AE5855.adjusted by the NATIONAL GEODETIC SURVEY
 AE5855.in July 1998.
 AE5855
 AE5855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5855.GEOID18 height accuracy estimate available here.
 AE5855
 AE5855.Click photographs - Photos may exist for this station.
 AE5855
 AE5855.The dynamic height is computed by dividing the NAVD 88
 AE5855.geopotential number by the normal gravity value computed on the
 AE5855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5855.degrees latitude (g = 980.6199 gals.).
 AE5855
 AE5855.The modeled gravity was interpolated from observed gravity values.
 AE5855
 AE5855;                    North         East    Units  Estimated Accuracy
 AE5855;SPC SD N     -    84,650.      680,240.      MT  (+/- 180 meters Scaled)
 AE5855
 AE5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ008374(NAD 83)
 AE5855
 AE5855                          SUPERSEDED SURVEY CONTROL
 AE5855
 AE5855.No superseded survey control is available for this station.
 AE5855
 AE5855_MARKER: I = METAL ROD
 AE5855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5855_STAMPING: M 470 1996
 AE5855_MARK LOGO: NGS
 AE5855_PROJECTION: FLUSH
 AE5855_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5855+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5855_ROD/PIPE-DEPTH: 6.7 meters
 AE5855_SLEEVE-DEPTH  : 0.9 meters
 AE5855
 AE5855  HISTORY     - Date     Condition        Report By
 AE5855  HISTORY     - 1996     MONUMENTED       NGS
 AE5855
 AE5855                          STATION DESCRIPTION
 AE5855
 AE5855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5855'8.0 KM (4.95 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 AE5855'IN MILLER, 733.0 M (2404.9 FT) SOUTH OF MILEPOST 117, 18.4 M (60.4 FT)
 AE5855'WEST OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) SOUTH OF THE CENTER
 AE5855'OF A GRAVELED ROAD, 2.4 M (7.9 FT) WEST OF A T-JUNCTION UTILITY POLE,
 AE5855'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST
 AE5855'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE5855'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5855'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4119 ***********************************************************************
 AE4119  DESIGNATION -  M 471
 AE4119  PID         -  AE4119
 AE4119  STATE/COUNTY-  SD/POTTER
 AE4119  COUNTRY     -  US
 AE4119  USGS QUAD   -  SENECA (2017)
 AE4119
 AE4119                         *CURRENT SURVEY CONTROL
 AE4119  ______________________________________________________________________
 AE4119* NAD 83(1986) POSITION- 45 03 23.     (N) 099 36 45.     (W)   SCALED
 AE4119* NAVD 88 ORTHO HEIGHT -   612.969 (meters)     2011.05  (feet) ADJUSTED
 AE4119  ______________________________________________________________________
 AE4119  GEOID HEIGHT    -        -22.726 (meters)                     GEOID18
 AE4119  DYNAMIC HEIGHT  -        612.884 (meters)     2010.77  (feet) COMP
 AE4119  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 AE4119
 AE4119  VERT ORDER      -  FIRST     CLASS II
 AE4119
 AE4119.The horizontal coordinates were scaled from a map and have
 AE4119.an estimated accuracy of +/- 6 seconds.
 AE4119
 AE4119.The orthometric height was determined by differential leveling and
 AE4119.adjusted by the NATIONAL GEODETIC SURVEY
 AE4119.in July 1998.
 AE4119
 AE4119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4119.GEOID18 height accuracy estimate available here.
 AE4119
 AE4119.Click photographs - Photos may exist for this station.
 AE4119
 AE4119.The dynamic height is computed by dividing the NAVD 88
 AE4119.geopotential number by the normal gravity value computed on the
 AE4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4119.degrees latitude (g = 980.6199 gals.).
 AE4119
 AE4119.The modeled gravity was interpolated from observed gravity values.
 AE4119
 AE4119;                    North         East    Units  Estimated Accuracy
 AE4119;SPC SD N     -   135,980.      630,520.      MT  (+/- 180 meters Scaled)
 AE4119
 AE4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ517893(NAD 83)
 AE4119
 AE4119                          SUPERSEDED SURVEY CONTROL
 AE4119
 AE4119.No superseded survey control is available for this station.
 AE4119
 AE4119_MARKER: I = METAL ROD
 AE4119_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4119_STAMPING: M 471 1996
 AE4119_MARK LOGO: NGS
 AE4119_PROJECTION: FLUSH
 AE4119_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4119+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4119_ROD/PIPE-DEPTH: 7.0 meters
 AE4119_SLEEVE-DEPTH  : 0.9 meters
 AE4119
 AE4119  HISTORY     - Date     Condition        Report By
 AE4119  HISTORY     - 1996     MONUMENTED       NGS
 AE4119  HISTORY     - 20120613 MARK NOT FOUND   INDIV
 AE4119
 AE4119                          STATION DESCRIPTION
 AE4119
 AE4119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4119'28.3 KM (17.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4119'OF EXENE STREET IN GETTYSBURG, 32.0 M (105.0 FT) WEST OF MILEPOST 243,
 AE4119'30.0 M (98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) EAST
 AE4119'OF THE CENTER OF A FIELD ENTRANCE, 1.2 M (3.9 FT) NORTHEAST OF A GATE
 AE4119'POST, 1.2 M (3.9 FT) NORTHWEST OF A BRACED FENCE POST, 0.8 M (2.6 FT)
 AE4119'NORTH OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL
 AE4119'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE4119'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE4119'CLASS A MARK.
 AE4119
 AE4119                          STATION RECOVERY (2012)
 AE4119
 AE4119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0373 ***********************************************************************
 PS0373  DESIGNATION -  M 48
 PS0373  PID         -  PS0373
 PS0373  STATE/COUNTY-  SD/HYDE
 PS0373  COUNTRY     -  US
 PS0373  USGS QUAD   -  STEPHAN (2017)
 PS0373
 PS0373                         *CURRENT SURVEY CONTROL
 PS0373  ______________________________________________________________________
 PS0373* NAD 83(1986) POSITION- 44 13 43.     (N) 099 26 30.     (W)   SCALED
 PS0373* NAVD 88 ORTHO HEIGHT -   564.330 (meters)     1851.47  (feet) ADJUSTED
 PS0373  ______________________________________________________________________
 PS0373  GEOID HEIGHT    -        -24.310 (meters)                     GEOID18
 PS0373  DYNAMIC HEIGHT  -        564.209 (meters)     1851.08  (feet) COMP
 PS0373  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 PS0373
 PS0373  VERT ORDER      -  SECOND    CLASS 0
 PS0373
 PS0373.The horizontal coordinates were scaled from a map and have
 PS0373.an estimated accuracy of +/- 6 seconds.
 PS0373
 PS0373.The orthometric height was determined by differential leveling and
 PS0373.adjusted by the NATIONAL GEODETIC SURVEY
 PS0373.in June 1991.
 PS0373
 PS0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0373.GEOID18 height accuracy estimate available here.
 PS0373
 PS0373.Click photographs - Photos may exist for this station.
 PS0373
 PS0373.The dynamic height is computed by dividing the NAVD 88
 PS0373.geopotential number by the normal gravity value computed on the
 PS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0373.degrees latitude (g = 980.6199 gals.).
 PS0373
 PS0373.The modeled gravity was interpolated from observed gravity values.
 PS0373
 PS0373;                    North         East    Units  Estimated Accuracy
 PS0373;SPC SD N     -    44,080.      644,610.      MT  (+/- 180 meters Scaled)
 PS0373
 PS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647973(NAD 83)
 PS0373
 PS0373                          SUPERSEDED SURVEY CONTROL
 PS0373
 PS0373  NGVD 29 (??/??/92)  563.96   (m)         1850.3    (f) COMPUTED    2 0
 PS0373
 PS0373.Superseded values are not recommended for survey control.
 PS0373
 PS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0373.See file dsdata.pdf to determine how the superseded data were derived.
 PS0373
 PS0373_MARKER: DB = BENCH MARK DISK
 PS0373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0373_SP_SET: CULVERT HEADWALL
 PS0373_STAMPING: M 48 1934
 PS0373_MARK LOGO: CGS
 PS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0373+STABILITY: SURFACE MOTION
 PS0373
 PS0373  HISTORY     - Date     Condition        Report By
 PS0373  HISTORY     - 1934     MONUMENTED       CGS
 PS0373
 PS0373                          STATION DESCRIPTION
 PS0373
 PS0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0373'12.2 MI N FROM FORT THOMPSON.
 PS0373'IN HYDE COUNTY, 12.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 PS0373'FORT THOMPSON, BUFFALO COUNTY, AT A CONCRETE CULVERT, IN THE
 PS0373'CENTER OF THE TOP OF THE WEST HEADWALL, AND ABOUT 6 INCHES ABOVE
 PS0373'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 48 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1791 ***********************************************************************
 PU1791  DESIGNATION -  M 5 B 1
 PU1791  PID         -  PU1791
 PU1791  STATE/COUNTY-  SD/BUTTE
 PU1791  COUNTRY     -  US
 PU1791  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1791
 PU1791                         *CURRENT SURVEY CONTROL
 PU1791  ______________________________________________________________________
 PU1791* NAD 83(1986) POSITION- 44 54 48.     (N) 103 47 33.     (W)   SCALED
 PU1791* NAVD 88 ORTHO HEIGHT -   918.123 (meters)     3012.21  (feet) ADJUSTED
 PU1791  ______________________________________________________________________
 PU1791  GEOID HEIGHT    -        -15.872 (meters)                     GEOID18
 PU1791  DYNAMIC HEIGHT  -        917.894 (meters)     3011.46  (feet) COMP
 PU1791  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 PU1791
 PU1791  VERT ORDER      -  FIRST     CLASS II
 PU1791
 PU1791.The horizontal coordinates were scaled from a map and have
 PU1791.an estimated accuracy of +/- 6 seconds.
 PU1791
 PU1791.The orthometric height was determined by differential leveling and
 PU1791.adjusted by the NATIONAL GEODETIC SURVEY
 PU1791.in June 1991.
 PU1791
 PU1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1791.GEOID18 height accuracy estimate available here.
 PU1791
 PU1791.Click photographs - Photos may exist for this station.
 PU1791
 PU1791.The dynamic height is computed by dividing the NAVD 88
 PU1791.geopotential number by the normal gravity value computed on the
 PU1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1791.degrees latitude (g = 980.6199 gals.).
 PU1791
 PU1791.The modeled gravity was interpolated from observed gravity values.
 PU1791
 PU1791;                    North         East    Units  Estimated Accuracy
 PU1791;SPC SD N     -   127,030.      300,650.      MT  (+/- 180 meters Scaled)
 PU1791
 PU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK953740(NAD 83)
 PU1791
 PU1791                          SUPERSEDED SURVEY CONTROL
 PU1791
 PU1791  NGVD 29 (??/??/92)  917.64   (m)         3010.6    (f) COMPUTED    1 2
 PU1791
 PU1791.Superseded values are not recommended for survey control.
 PU1791
 PU1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1791.See file dsdata.pdf to determine how the superseded data were derived.
 PU1791
 PU1791_MARKER: Z = SEE DESCRIPTION
 PU1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1791_STAMPING: M 5 B 1
 PU1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1791+STABILITY: SURFACE MOTION
 PU1791
 PU1791  HISTORY     - Date     Condition        Report By
 PU1791  HISTORY     - UNK      MONUMENTED       USAF
 PU1791  HISTORY     - 1962     GOOD             CGS
 PU1791
 PU1791                          STATION DESCRIPTION
 PU1791
 PU1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1791'17.9 MI N FROM BELLE FOURCHE.
 PU1791'ABOUT 17.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1791'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 18,
 PU1791'T 11 N, R 3 E, 96 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PU1791'55 FEET WEST OF A FENCE, THE CENTER OF A TRIBACH MOUNTED ON
 PU1791'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
 PU1791'NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER
 PU1791'THE CENTER HOLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1792 ***********************************************************************
 PU1792  DESIGNATION -  M 5 B 2
 PU1792  PID         -  PU1792
 PU1792  STATE/COUNTY-  SD/BUTTE
 PU1792  COUNTRY     -  US
 PU1792  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1792
 PU1792                         *CURRENT SURVEY CONTROL
 PU1792  ______________________________________________________________________
 PU1792* NAD 83(1986) POSITION- 44 54 47.     (N) 103 47 18.     (W)   SCALED
 PU1792* NAVD 88 ORTHO HEIGHT -   922.061 (meters)     3025.13  (feet) ADJUSTED
 PU1792  ______________________________________________________________________
 PU1792  GEOID HEIGHT    -        -15.877 (meters)                     GEOID18
 PU1792  DYNAMIC HEIGHT  -        921.831 (meters)     3024.37  (feet) COMP
 PU1792  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 PU1792
 PU1792  VERT ORDER      -  FIRST     CLASS II
 PU1792
 PU1792.The horizontal coordinates were scaled from a map and have
 PU1792.an estimated accuracy of +/- 6 seconds.
 PU1792
 PU1792.The orthometric height was determined by differential leveling and
 PU1792.adjusted by the NATIONAL GEODETIC SURVEY
 PU1792.in June 1991.
 PU1792
 PU1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1792.GEOID18 height accuracy estimate available here.
 PU1792
 PU1792.Click photographs - Photos may exist for this station.
 PU1792
 PU1792.The dynamic height is computed by dividing the NAVD 88
 PU1792.geopotential number by the normal gravity value computed on the
 PU1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1792.degrees latitude (g = 980.6199 gals.).
 PU1792
 PU1792.The modeled gravity was interpolated from observed gravity values.
 PU1792
 PU1792;                    North         East    Units  Estimated Accuracy
 PU1792;SPC SD N     -   126,980.      300,980.      MT  (+/- 180 meters Scaled)
 PU1792
 PU1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK956740(NAD 83)
 PU1792
 PU1792                          SUPERSEDED SURVEY CONTROL
 PU1792
 PU1792  NGVD 29 (??/??/92)  921.58   (m)         3023.6    (f) COMPUTED    1 2
 PU1792
 PU1792.Superseded values are not recommended for survey control.
 PU1792
 PU1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1792.See file dsdata.pdf to determine how the superseded data were derived.
 PU1792
 PU1792_MARKER: Z = SEE DESCRIPTION
 PU1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1792+STABILITY: SURFACE MOTION
 PU1792
 PU1792  HISTORY     - Date     Condition        Report By
 PU1792  HISTORY     - UNK      MONUMENTED       USAF
 PU1792  HISTORY     - 1962     GOOD             CGS
 PU1792
 PU1792                          STATION DESCRIPTION
 PU1792
 PU1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1792'18.1 MI N FROM BELLE FOURCHE.
 PU1792'ABOUT 17.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1792'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1792'0.2 MILE EAST ACROSS COUNTRY TO THE WEST SLOPE OF A HILL IN
 PU1792'SECTION 17, T 11 N, R 3 E, THE CENTER OF A TRIBACH MOUNTED ON
 PU1792'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 PU1792'NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER
 PU1792'THE CENTER HOLE.  THERE IS NO STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0295 ***********************************************************************
 PS0295  DESIGNATION -  M 50
 PS0295  PID         -  PS0295
 PS0295  STATE/COUNTY-  SD/HAND
 PS0295  COUNTRY     -  US
 PS0295  USGS QUAD   -  REE HEIGHTS (2017)
 PS0295
 PS0295                         *CURRENT SURVEY CONTROL
 PS0295  ______________________________________________________________________
 PS0295* NAD 83(1986) POSITION- 44 31 05.67   (N) 099 12 07.29   (W)   HD_HELD1
 PS0295* NAVD 88 ORTHO HEIGHT -   527.351 (meters)     1730.15  (feet) ADJUSTED
 PS0295  ______________________________________________________________________
 PS0295  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 PS0295  DYNAMIC HEIGHT  -        527.252 (meters)     1729.83  (feet) COMP
 PS0295  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PS0295
 PS0295  VERT ORDER      -  FIRST     CLASS II
 PS0295
 PS0295.The horizontal coordinates were determined by differentially corrected
 PS0295.hand held GPS observations or other comparable positioning techniques
 PS0295.and have an estimated accuracy of +/- 3 meters.
 PS0295
 PS0295.The orthometric height was determined by differential leveling and
 PS0295.adjusted by the NATIONAL GEODETIC SURVEY
 PS0295.in October 1997.
 PS0295
 PS0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0295.GEOID18 height accuracy estimate available here.
 PS0295
 PS0295.Click photographs - Photos may exist for this station.
 PS0295
 PS0295.The dynamic height is computed by dividing the NAVD 88
 PS0295.geopotential number by the normal gravity value computed on the
 PS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0295.degrees latitude (g = 980.6199 gals.).
 PS0295
 PS0295.The modeled gravity was interpolated from observed gravity values.
 PS0295
 PS0295;                    North         East    Units  Estimated Accuracy
 PS0295;SPC SD N     -    76,421.3     663,440.6     MT  (+/- 3 meters HH1 GPS) 
 PS0295
 PS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8394429455(NAD 83)
 PS0295
 PS0295                          SUPERSEDED SURVEY CONTROL
 PS0295
 PS0295  NAVD 88 (06/15/91)  527.367  (m)         1730.20   (f) SUPERSEDED  1 2
 PS0295  NGVD 29 (??/??/92)  527.023  (m)         1729.07   (f) ADJ UNCH    1 2
 PS0295
 PS0295.Superseded values are not recommended for survey control.
 PS0295
 PS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0295.See file dsdata.pdf to determine how the superseded data were derived.
 PS0295
 PS0295_MARKER: DB = BENCH MARK DISK
 PS0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0295_STAMPING: M 50 1934
 PS0295_MARK LOGO: CGS
 PS0295_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0295+STABILITY: SURFACE MOTION
 PS0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0295+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0295
 PS0295  HISTORY     - Date     Condition        Report By
 PS0295  HISTORY     - 1934     MONUMENTED       CGS
 PS0295  HISTORY     - 19941102 GOOD             NGS
 PS0295
 PS0295                          STATION DESCRIPTION
 PS0295
 PS0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0295'AT REE HEIGHTS.
 PS0295'AT REE HEIGHTS, HAND COUNTY, ABOUT 1 POLE WEST OF THE CHICAGO
 PS0295'AND NORTH WESTERN RAILWAY STATION, ABOUT 3 POLES WEST OF THE
 PS0295'CROSSING OF THE NORTH END OF THE MAIN STREET, 63 FEET SOUTH OF
 PS0295'THE CENTER LINE OF THE TRACK, AND 5 FEET EAST OF A POLE.  A
 PS0295'STANDARD DISK, STAMPED M 50 1934 AND SET IN THE TOP OF A CONCRETE
 PS0295'POST.
 PS0295
 PS0295                          STATION RECOVERY (1994)
 PS0295
 PS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0295'18.0 KM (11.20 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0295'IN MILLER, THENCE 1.3 KM (0.80 MI) SOUTHERLY ALONG A PAVED ROAD (MAIN
 PS0295'STREET), IN THE COMMUNITY OF REE HEIGHTS, 127.4 M (418.0 FT) WEST OF
 PS0295'THE STREET CENTER, 19.5 M (64.0 FT) SOUTH OF THE NEAR RAIL OF THE
 PS0295'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 0.4 M (1.3 FT) BELOW THE LEVEL
 PS0295'OF THE TRACK, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 PS0295'PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0181 ***********************************************************************
 PS0181  DESIGNATION -  M 51
 PS0181  PID         -  PS0181
 PS0181  STATE/COUNTY-  SD/BEADLE
 PS0181  COUNTRY     -  US
 PS0181  USGS QUAD   -  WESSINGTON NE (2017)
 PS0181
 PS0181                         *CURRENT SURVEY CONTROL
 PS0181  ______________________________________________________________________
 PS0181* NAD 83(1986) POSITION- 44 26 02.     (N) 098 35 21.     (W)   SCALED
 PS0181* NAVD 88 ORTHO HEIGHT -   419.096 (meters)     1374.98  (feet) ADJUSTED
 PS0181  ______________________________________________________________________
 PS0181  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 PS0181  DYNAMIC HEIGHT  -        419.019 (meters)     1374.73  (feet) COMP
 PS0181  MODELED GRAVITY -    980,421.0   (mgal)                       NAVD 88
 PS0181
 PS0181  VERT ORDER      -  SECOND    CLASS 0
 PS0181
 PS0181.The horizontal coordinates were scaled from a map and have
 PS0181.an estimated accuracy of +/- 6 seconds.
 PS0181
 PS0181.The orthometric height was determined by differential leveling and
 PS0181.adjusted by the NATIONAL GEODETIC SURVEY
 PS0181.in June 1991.
 PS0181
 PS0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0181.GEOID18 height accuracy estimate available here.
 PS0181
 PS0181.Click photographs - Photos may exist for this station.
 PS0181
 PS0181.The dynamic height is computed by dividing the NAVD 88
 PS0181.geopotential number by the normal gravity value computed on the
 PS0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0181.degrees latitude (g = 980.6199 gals.).
 PS0181
 PS0181.The modeled gravity was interpolated from observed gravity values.
 PS0181
 PS0181;                    North         East    Units  Estimated Accuracy
 PS0181;SPC SD N     -    67,710.      712,320.      MT  (+/- 180 meters Scaled)
 PS0181
 PS0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ326201(NAD 83)
 PS0181
 PS0181                          SUPERSEDED SURVEY CONTROL
 PS0181
 PS0181  NGVD 29 (??/??/92)  418.784  (m)         1373.96   (f) ADJ UNCH    2 0
 PS0181
 PS0181.Superseded values are not recommended for survey control.
 PS0181
 PS0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0181.See file dsdata.pdf to determine how the superseded data were derived.
 PS0181
 PS0181_MARKER: DB = BENCH MARK DISK
 PS0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0181_STAMPING: M 51 1934
 PS0181_MARK LOGO: CGS
 PS0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0181+STABILITY: SURFACE MOTION
 PS0181
 PS0181  HISTORY     - Date     Condition        Report By
 PS0181  HISTORY     - 1934     MONUMENTED       CGS
 PS0181  HISTORY     - 1940     GOOD             CGS
 PS0181
 PS0181                          STATION DESCRIPTION
 PS0181
 PS0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0181'5.6 MI E FROM WESSINGTON.
 PS0181'5.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0181'THE STATION AT WESSINGTON, BEADLE COUNTY, 9.5 FEET EAST OF THE
 PS0181'FIRST POLE EAST OF MILEPOST 382, AT A PRIVATE-ROAD CROSSING,
 PS0181'51.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 30.7 FEET SOUTH
 PS0181'OF THE SOUTH RAIL, 0.9 FOOT EAST OF A WHITE REFERENCE POST, AND
 PS0181'ABOUT 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED M
 PS0181'51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PS0181'5 INCHES ABOVE GROUND.
 PS0181
 PS0181                          STATION RECOVERY (1940)
 PS0181
 PS0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0561 ***********************************************************************
 PR0561  DESIGNATION -  M 52
 PR0561  PID         -  PR0561
 PR0561  STATE/COUNTY-  SD/KINGSBURY
 PR0561  COUNTRY     -  US
 PR0561  USGS QUAD   -  IROQUOIS (2017)
 PR0561
 PR0561                         *CURRENT SURVEY CONTROL
 PR0561  ______________________________________________________________________
 PR0561* NAD 83(1986) POSITION- 44 22 07.     (N) 097 49 07.     (W)   SCALED
 PR0561* NAVD 88 ORTHO HEIGHT -   435.952 (meters)     1430.29  (feet) ADJUSTED
 PR0561  ______________________________________________________________________
 PR0561  GEOID HEIGHT    -        -25.079 (meters)                     GEOID18
 PR0561  DYNAMIC HEIGHT  -        435.875 (meters)     1430.03  (feet) COMP
 PR0561  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 PR0561
 PR0561  VERT ORDER      -  SECOND    CLASS 0
 PR0561
 PR0561.The horizontal coordinates were scaled from a map and have
 PR0561.an estimated accuracy of +/- 6 seconds.
 PR0561
 PR0561.The orthometric height was determined by differential leveling and
 PR0561.adjusted by the NATIONAL GEODETIC SURVEY
 PR0561.in June 1991.
 PR0561
 PR0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0561.GEOID18 height accuracy estimate available here.
 PR0561
 PR0561.Click photographs - Photos may exist for this station.
 PR0561
 PR0561.The dynamic height is computed by dividing the NAVD 88
 PR0561.geopotential number by the normal gravity value computed on the
 PR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0561.degrees latitude (g = 980.6199 gals.).
 PR0561
 PR0561.The modeled gravity was interpolated from observed gravity values.
 PR0561
 PR0561;                    North         East    Units  Estimated Accuracy
 PR0561;SPC SD N     -    61,820.      773,860.      MT  (+/- 180 meters Scaled)
 PR0561
 PR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ941134(NAD 83)
 PR0561
 PR0561                          SUPERSEDED SURVEY CONTROL
 PR0561
 PR0561  NGVD 29 (??/??/92)  435.687  (m)         1429.42   (f) ADJ UNCH    2 0
 PR0561
 PR0561.Superseded values are not recommended for survey control.
 PR0561
 PR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0561.See file dsdata.pdf to determine how the superseded data were derived.
 PR0561
 PR0561_MARKER: DB = BENCH MARK DISK
 PR0561_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0561_SP_SET: CULVERT HEADWALL
 PR0561_STAMPING: M 52 1934
 PR0561_MARK LOGO: CGS
 PR0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0561+STABILITY: SURFACE MOTION
 PR0561
 PR0561  HISTORY     - Date     Condition        Report By
 PR0561  HISTORY     - 1934     MONUMENTED       CGS
 PR0561  HISTORY     - 19940923 MARK NOT FOUND   NGS
 PR0561
 PR0561                          STATION DESCRIPTION
 PR0561
 PR0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0561'1.4 MI E FROM IROQUOIS.
 PR0561'ABOUT 1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0561'FROM IROQUOIS, KINGSBURY COUNTY, ABOUT 27 POLES EAST OF MILEPOST
 PR0561'344, OPPOSITE BRIDGE 111, ABOUT 112 FEET SOUTH OF THE CENTER
 PR0561'LINE OF THE TRACK, ALONG U.S. HIGHWAY 14, AT A CULVERT, IN THE
 PR0561'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL, AND ABOUT
 PR0561'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 52 1934.
 PR0561
 PR0561                          STATION RECOVERY (1994)
 PR0561
 PR0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0561'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0561'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0522 ***********************************************************************
 OQ0522  DESIGNATION -  M 53
 OQ0522  PID         -  OQ0522
 OQ0522  STATE/COUNTY-  SD/MINER
 OQ0522  COUNTRY     -  US
 OQ0522  USGS QUAD   -  CANOVA WEST (2017)
 OQ0522
 OQ0522                         *CURRENT SURVEY CONTROL
 OQ0522  ______________________________________________________________________
 OQ0522* NAD 83(1986) POSITION- 43 57 52.     (N) 097 33 38.     (W)   SCALED
 OQ0522* NAVD 88 ORTHO HEIGHT -   454.701 (meters)     1491.80  (feet) ADJUSTED
 OQ0522  ______________________________________________________________________
 OQ0522  GEOID HEIGHT    -        -25.787 (meters)                     GEOID18
 OQ0522  DYNAMIC HEIGHT  -        454.599 (meters)     1491.46  (feet) COMP
 OQ0522  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OQ0522
 OQ0522  VERT ORDER      -  SECOND    CLASS 0
 OQ0522
 OQ0522.The horizontal coordinates were scaled from a map and have
 OQ0522.an estimated accuracy of +/- 6 seconds.
 OQ0522
 OQ0522.The orthometric height was determined by differential leveling and
 OQ0522.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0522.in June 1991.
 OQ0522
 OQ0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0522.GEOID18 height accuracy estimate available here.
 OQ0522
 OQ0522.Click photographs - Photos may exist for this station.
 OQ0522
 OQ0522.The dynamic height is computed by dividing the NAVD 88
 OQ0522.geopotential number by the normal gravity value computed on the
 OQ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0522.degrees latitude (g = 980.6199 gals.).
 OQ0522
 OQ0522.The modeled gravity was interpolated from observed gravity values.
 OQ0522
 OQ0522;                    North         East    Units  Estimated Accuracy
 OQ0522;SPC SD S     -   184,920.      822,470.      MT  (+/- 180 meters Scaled)
 OQ0522
 OQ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP154689(NAD 83)
 OQ0522
 OQ0522                          SUPERSEDED SURVEY CONTROL
 OQ0522
 OQ0522  NGVD 29 (??/??/92)  454.412  (m)         1490.85   (f) ADJ UNCH    2 0
 OQ0522
 OQ0522.Superseded values are not recommended for survey control.
 OQ0522
 OQ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0522.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0522
 OQ0522_MARKER: DB = BENCH MARK DISK
 OQ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0522_STAMPING: M 53 1934
 OQ0522_MARK LOGO: CGS
 OQ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0522+STABILITY: SURFACE MOTION
 OQ0522
 OQ0522  HISTORY     - Date     Condition        Report By
 OQ0522  HISTORY     - 1934     MONUMENTED       CGS
 OQ0522
 OQ0522                          STATION DESCRIPTION
 OQ0522
 OQ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0522'3.8 MI SE FROM VILAS.
 OQ0522'3.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0522'FROM THE STATION AT VILAS, MINER COUNTY, ABOUT 24 POLES SOUTHEAST
 OQ0522'OF MILEPOST 95, AT A ROAD CROSSING, ABOUT 85 FEET SOUTHEAST
 OQ0522'OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER
 OQ0522'LINE OF THE TRACK, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 OQ0522'AND ABOUT 3 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK,
 OQ0522'STAMPED M 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0166 ***********************************************************************
 PR0166  DESIGNATION -  M 54
 PR0166  PID         -  PR0166
 PR0166  STATE/COUNTY-  SD/MOODY
 PR0166  COUNTRY     -  US
 PR0166  USGS QUAD   -  FLANDREAU (2017)
 PR0166
 PR0166                         *CURRENT SURVEY CONTROL
 PR0166  ______________________________________________________________________
 PR0166* NAD 83(1986) POSITION- 44 06 33.     (N) 096 35 18.     (W)   SCALED
 PR0166* NAVD 88 ORTHO HEIGHT -   495.503 (meters)     1625.66  (feet) ADJUSTED
 PR0166  ______________________________________________________________________
 PR0166  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 PR0166  DYNAMIC HEIGHT  -        495.392 (meters)     1625.30  (feet) COMP
 PR0166  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 PR0166
 PR0166  VERT ORDER      -  SECOND    CLASS 0
 PR0166
 PR0166.The horizontal coordinates were scaled from a map and have
 PR0166.an estimated accuracy of +/- 6 seconds.
 PR0166
 PR0166.The orthometric height was determined by differential leveling and
 PR0166.adjusted by the NATIONAL GEODETIC SURVEY
 PR0166.in June 1991.
 PR0166
 PR0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0166.GEOID18 height accuracy estimate available here.
 PR0166
 PR0166.Click photographs - Photos may exist for this station.
 PR0166
 PR0166.The dynamic height is computed by dividing the NAVD 88
 PR0166.geopotential number by the normal gravity value computed on the
 PR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0166.degrees latitude (g = 980.6199 gals.).
 PR0166
 PR0166.The modeled gravity was interpolated from observed gravity values.
 PR0166
 PR0166;                    North         East    Units  Estimated Accuracy
 PR0166;SPC SD S     -   204,040.      899,700.      MT  (+/- 180 meters Scaled)
 PR0166
 PR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP930868(NAD 83)
 PR0166
 PR0166                          SUPERSEDED SURVEY CONTROL
 PR0166
 PR0166  NGVD 29 (??/??/92)  495.246  (m)         1624.82   (f) ADJ UNCH    2 0
 PR0166
 PR0166.Superseded values are not recommended for survey control.
 PR0166
 PR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0166.See file dsdata.pdf to determine how the superseded data were derived.
 PR0166
 PR0166_MARKER: DB = BENCH MARK DISK
 PR0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0166_STAMPING: M 54 1934
 PR0166_MARK LOGO: CGS
 PR0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0166+STABILITY: SURFACE MOTION
 PR0166
 PR0166  HISTORY     - Date     Condition        Report By
 PR0166  HISTORY     - 1934     MONUMENTED       CGS
 PR0166  HISTORY     - 1962     MARK NOT FOUND   CGS
 PR0166
 PR0166                          STATION DESCRIPTION
 PR0166
 PR0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0166'5.3 MI N FROM FLANDREAU.
 PR0166'5.3 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COUNTY COURTHOUSE
 PR0166'AT FLANDREAU, MOODY COUNTY, 50 FEET NORTH OF THE NORTH LINE OF
 PR0166'SECTION 9, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 PR0166'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 54 1934
 PR0166'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0292 ***********************************************************************
 PR0292  DESIGNATION -  M 55
 PR0292  PID         -  PR0292
 PR0292  STATE/COUNTY-  SD/BROOKINGS
 PR0292  COUNTRY     -  US
 PR0292  USGS QUAD   -  TORONTO (2017)
 PR0292
 PR0292                         *CURRENT SURVEY CONTROL
 PR0292  ______________________________________________________________________
 PR0292* NAD 83(1986) POSITION- 44 31 26.     (N) 096 38 56.     (W)   SCALED
 PR0292* NAVD 88 ORTHO HEIGHT -   592.943 (meters)     1945.35  (feet) ADJUSTED
 PR0292  ______________________________________________________________________
 PR0292  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 PR0292  DYNAMIC HEIGHT  -        592.839 (meters)     1945.01  (feet) COMP
 PR0292  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 PR0292
 PR0292  VERT ORDER      -  SECOND    CLASS 0
 PR0292
 PR0292.The horizontal coordinates were scaled from a map and have
 PR0292.an estimated accuracy of +/- 6 seconds.
 PR0292
 PR0292.The orthometric height was determined by differential leveling and
 PR0292.adjusted by the NATIONAL GEODETIC SURVEY
 PR0292.in June 1991.
 PR0292
 PR0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0292.GEOID18 height accuracy estimate available here.
 PR0292
 PR0292.Click photographs - Photos may exist for this station.
 PR0292
 PR0292.The dynamic height is computed by dividing the NAVD 88
 PR0292.geopotential number by the normal gravity value computed on the
 PR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0292.degrees latitude (g = 980.6199 gals.).
 PR0292
 PR0292.The modeled gravity was interpolated from observed gravity values.
 PR0292
 PR0292;                    North         East    Units  Estimated Accuracy
 PR0292;SPC SD N     -    82,250.      866,320.      MT  (+/- 180 meters Scaled)
 PR0292
 PR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ868327(NAD 83)
 PR0292
 PR0292                          SUPERSEDED SURVEY CONTROL
 PR0292
 PR0292  NGVD 29 (??/??/92)  592.671  (m)         1944.45   (f) ADJ UNCH    2 0
 PR0292
 PR0292.Superseded values are not recommended for survey control.
 PR0292
 PR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0292.See file dsdata.pdf to determine how the superseded data were derived.
 PR0292
 PR0292_MARKER: DB = BENCH MARK DISK
 PR0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0292_STAMPING: M 55 1934
 PR0292_MARK LOGO: CGS
 PR0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0292+STABILITY: SURFACE MOTION
 PR0292
 PR0292  HISTORY     - Date     Condition        Report By
 PR0292  HISTORY     - 1934     MONUMENTED       CGS
 PR0292  HISTORY     - 1969     MARK NOT FOUND   USGS
 PR0292
 PR0292                          STATION DESCRIPTION
 PR0292
 PR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0292'3.4 MI S FROM TORONTO.
 PR0292'IN BROOKINGS COUNTY, ABOUT 3.4 MILES SOUTH ALONG THE CHICAGO,
 PR0292'ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION AT TORONTO,
 PR0292'DEUEL COUNTY, ABOUT 9 POLES SOUTH OF MILEPOST 358, 46 FEET
 PR0292'WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 PR0292'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 55 1934
 PR0292'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MILEPOST AND
 PR0292'TRACKS HAVE BEEN REMOVED.
 PR0292
 PR0292                          STATION RECOVERY (1969)
 PR0292
 PR0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PR0292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0327 ***********************************************************************
 PR0327  DESIGNATION -  M 56
 PR0327  PID         -  PR0327
 PR0327  STATE/COUNTY-  SD/CODINGTON
 PR0327  COUNTRY     -  US
 PR0327  USGS QUAD   -  KRANZBURG (2017)
 PR0327
 PR0327                         *CURRENT SURVEY CONTROL
 PR0327  ______________________________________________________________________
 PR0327* NAD 83(1986) POSITION- 44 53 24.     (N) 096 55 22.     (W)   SCALED
 PR0327* NAVD 88 ORTHO HEIGHT -   603.270 (meters)     1979.23  (feet) ADJUSTED
 PR0327  ______________________________________________________________________
 PR0327  GEOID HEIGHT    -        -25.176 (meters)                     GEOID18
 PR0327  DYNAMIC HEIGHT  -        603.176 (meters)     1978.92  (feet) COMP
 PR0327  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 PR0327
 PR0327  VERT ORDER      -  SECOND    CLASS 0
 PR0327
 PR0327.The horizontal coordinates were scaled from a map and have
 PR0327.an estimated accuracy of +/- 6 seconds.
 PR0327
 PR0327.The orthometric height was determined by differential leveling and
 PR0327.adjusted by the NATIONAL GEODETIC SURVEY
 PR0327.in June 1991.
 PR0327
 PR0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0327.GEOID18 height accuracy estimate available here.
 PR0327
 PR0327.Click photographs - Photos may exist for this station.
 PR0327
 PR0327.The dynamic height is computed by dividing the NAVD 88
 PR0327.geopotential number by the normal gravity value computed on the
 PR0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0327.degrees latitude (g = 980.6199 gals.).
 PR0327
 PR0327.The modeled gravity was interpolated from observed gravity values.
 PR0327
 PR0327;                    North         East    Units  Estimated Accuracy
 PR0327;SPC SD N     -   122,040.      843,020.      MT  (+/- 180 meters Scaled)
 PR0327
 PR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ640728(NAD 83)
 PR0327
 PR0327                          SUPERSEDED SURVEY CONTROL
 PR0327
 PR0327  NGVD 29 (??/??/92)  602.969  (m)         1978.24   (f) ADJ UNCH    2 0
 PR0327
 PR0327.Superseded values are not recommended for survey control.
 PR0327
 PR0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0327.See file dsdata.pdf to determine how the superseded data were derived.
 PR0327
 PR0327_MARKER: DB = BENCH MARK DISK
 PR0327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0327_SP_SET: CULVERT HEADWALL
 PR0327_STAMPING: M 56 1934
 PR0327_MARK LOGO: CGS
 PR0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0327+STABILITY: SURFACE MOTION
 PR0327
 PR0327  HISTORY     - Date     Condition        Report By
 PR0327  HISTORY     - 1934     MONUMENTED       CGS
 PR0327  HISTORY     - 19951028 MARK NOT FOUND   NGS
 PR0327
 PR0327                          STATION DESCRIPTION
 PR0327
 PR0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0327'AT KRANZBURG.
 PR0327'AT KRANZBURG, CODINGTON COUNTY, ON U.S. HIGHWAY 212, ABOUT 680
 PR0327'FEET WEST OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT
 PR0327'75 FEET SOUTH OF THE TRACK, AT A 2-FOOT DUAL CONCRETE PIPE CULVERT,
 PR0327'IN THE MIDDLE OF THE NORTH CONCRETE HEAD WALL, AND ABOUT 1-1/2
 PR0327'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 56 1934.
 PR0327
 PR0327                          STATION RECOVERY (1995)
 PR0327
 PR0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0327'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0265 ***********************************************************************
 QQ0265  DESIGNATION -  M 57
 QQ0265  PID         -  QQ0265
 QQ0265  STATE/COUNTY-  SD/CLARK
 QQ0265  COUNTRY     -  US
 QQ0265  USGS QUAD   -  BRADLEY (2017)
 QQ0265
 QQ0265                         *CURRENT SURVEY CONTROL
 QQ0265  ______________________________________________________________________
 QQ0265* NAD 83(1986) POSITION- 45 05 25.     (N) 097 38 34.     (W)   SCALED
 QQ0265* NAVD 88 ORTHO HEIGHT -   555.318 (meters)     1821.91  (feet) ADJUSTED
 QQ0265  ______________________________________________________________________
 QQ0265  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 QQ0265  DYNAMIC HEIGHT  -        555.244 (meters)     1821.66  (feet) COMP
 QQ0265  MODELED GRAVITY -    980,466.5   (mgal)                       NAVD 88
 QQ0265
 QQ0265  VERT ORDER      -  SECOND    CLASS 0
 QQ0265
 QQ0265.The horizontal coordinates were scaled from a map and have
 QQ0265.an estimated accuracy of +/- 6 seconds.
 QQ0265
 QQ0265.The orthometric height was determined by differential leveling and
 QQ0265.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0265.in June 1991.
 QQ0265
 QQ0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0265.GEOID18 height accuracy estimate available here.
 QQ0265
 QQ0265.Click photographs - Photos may exist for this station.
 QQ0265
 QQ0265.The dynamic height is computed by dividing the NAVD 88
 QQ0265.geopotential number by the normal gravity value computed on the
 QQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0265.degrees latitude (g = 980.6199 gals.).
 QQ0265
 QQ0265.The modeled gravity was interpolated from observed gravity values.
 QQ0265
 QQ0265;                    North         East    Units  Estimated Accuracy
 QQ0265;SPC SD N     -   142,380.      785,530.      MT  (+/- 180 meters Scaled)
 QQ0265
 QQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ068938(NAD 83)
 QQ0265
 QQ0265                          SUPERSEDED SURVEY CONTROL
 QQ0265
 QQ0265  NGVD 29 (??/??/92)  555.008  (m)         1820.89   (f) ADJ UNCH    2 0
 QQ0265
 QQ0265.Superseded values are not recommended for survey control.
 QQ0265
 QQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0265.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0265
 QQ0265_MARKER: DB = BENCH MARK DISK
 QQ0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0265_SP_SET: BUILDING
 QQ0265_STAMPING: M 57 1934
 QQ0265_MARK LOGO: CGS
 QQ0265_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QQ0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0265
 QQ0265  HISTORY     - Date     Condition        Report By
 QQ0265  HISTORY     - 1934     MONUMENTED       CGS
 QQ0265  HISTORY     - 1934     GOOD             CGS
 QQ0265  HISTORY     - 19950101 SEE DESCRIPTION  SDDENR
 QQ0265
 QQ0265                          STATION DESCRIPTION
 QQ0265
 QQ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0265'AT BRADLEY.
 QQ0265'AT BRADLEY, CLARK COUNTY, AT THE SOUTHEAST CORNER OF THE
 QQ0265'INTERSECTION OF MAIN STREET AND STATE HIGHWAY 25, AT THE NORTHWEST
 QQ0265'CORNER OF THE BUILDING OWNED BY DR. P.S. MC INTYRE, IN THE BRICK
 QQ0265'WALL, 1 FOOT 8 INCHES FROM THE CORNER OF THE BUILDING, AND ABOUT
 QQ0265'4 FEET ABOVE THE SIDEWALK.  A STANDRD DISK, STAMPED M 57 1934
 QQ0265'AND SET VERTICALLY.
 QQ0265
 QQ0265                          STATION RECOVERY (1934)
 QQ0265
 QQ0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0265'RECOVERED IN GOOD CONDITION.
 QQ0265
 QQ0265                          STATION RECOVERY (1995)
 QQ0265
 QQ0265'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0265'DISK REMOVED.  LOCATION FOUND WHERE DISK WAS MOUNTED, BUT DISK HAS
 QQ0265'BEEN PULLED FROM WALL.  THE HOLE IS STILL VISIBLE AND HAS NOT BEEN
 QQ0265'FILLED IN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0623 ***********************************************************************
 PR0623  DESIGNATION -  M 58
 PR0623  PID         -  PR0623
 PR0623  STATE/COUNTY-  SD/CLARK
 PR0623  COUNTRY     -  US
 PR0623  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0623
 PR0623                         *CURRENT SURVEY CONTROL
 PR0623  ______________________________________________________________________
 PR0623* NAD 83(1986) POSITION- 44 54 36.     (N) 097 51 53.     (W)   SCALED
 PR0623* NAVD 88 ORTHO HEIGHT -   490.004 (meters)     1607.62  (feet) ADJUSTED
 PR0623  ______________________________________________________________________
 PR0623  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 PR0623  DYNAMIC HEIGHT  -        489.942 (meters)     1607.42  (feet) COMP
 PR0623  MODELED GRAVITY -    980,476.1   (mgal)                       NAVD 88
 PR0623
 PR0623  VERT ORDER      -  SECOND    CLASS 0
 PR0623
 PR0623.The horizontal coordinates were scaled from a map and have
 PR0623.an estimated accuracy of +/- 6 seconds.
 PR0623
 PR0623.The orthometric height was determined by differential leveling and
 PR0623.adjusted by the NATIONAL GEODETIC SURVEY
 PR0623.in June 1991.
 PR0623
 PR0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0623.GEOID18 height accuracy estimate available here.
 PR0623
 PR0623.Click photographs - Photos may exist for this station.
 PR0623
 PR0623.The dynamic height is computed by dividing the NAVD 88
 PR0623.geopotential number by the normal gravity value computed on the
 PR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0623.degrees latitude (g = 980.6199 gals.).
 PR0623
 PR0623.The modeled gravity was interpolated from observed gravity values.
 PR0623
 PR0623;                    North         East    Units  Estimated Accuracy
 PR0623;SPC SD N     -   121,870.      768,590.      MT  (+/- 180 meters Scaled)
 PR0623
 PR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ896735(NAD 83)
 PR0623
 PR0623                          SUPERSEDED SURVEY CONTROL
 PR0623
 PR0623  NGVD 29 (??/??/92)  489.706  (m)         1606.64   (f) ADJ UNCH    2 0
 PR0623
 PR0623.Superseded values are not recommended for survey control.
 PR0623
 PR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0623.See file dsdata.pdf to determine how the superseded data were derived.
 PR0623
 PR0623_MARKER: DB = BENCH MARK DISK
 PR0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0623_STAMPING: M 58 1934
 PR0623_MARK LOGO: CGS
 PR0623_PROJECTION: FLUSH
 PR0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0623+STABILITY: SURFACE MOTION
 PR0623
 PR0623  HISTORY     - Date     Condition        Report By
 PR0623  HISTORY     - 1934     MONUMENTED       CGS
 PR0623  HISTORY     - 1973     GOOD             USGS
 PR0623
 PR0623                          STATION DESCRIPTION
 PR0623
 PR0623'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0623'3.4 MI E FROM RAYMOND.
 PR0623'RAYMOND, 3.4 MI. E. OF, ABOUT 0.1 MI. N. TO RR X-ING FROM COR
 PR0623'SECS. 26,30,31,36, T 117 N., R 58 AND 59 W., THENCE ABOUT 0.2
 PR0623'MI. NW LONG RR TRACK, 57.5 FT, MEASURED NORMAL FROM TRACK, SW
 PR0623'FROM CENTERLINE OF TRACK, 43 FT NE OF R/W FENCE, 232 FT SE ALONG
 PR0623'RR TRACKS FROM A CONCRETE WHISTLE SIGNAL POST, A STANDARD USC AND
 PR0623'GS DISK STAMPED M 58 1934 AND SET IN THE TOP OF A CONCRETE POST
 PR0623'SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0004 ***********************************************************************
 PS0004  DESIGNATION -  M 59
 PS0004  PID         -  PS0004
 PS0004  STATE/COUNTY-  SD/SPINK
 PS0004  COUNTRY     -  US
 PS0004  USGS QUAD   -  ASHTON (2017)
 PS0004
 PS0004                         *CURRENT SURVEY CONTROL
 PS0004  ______________________________________________________________________
 PS0004* NAD 83(1986) POSITION- 44 56 07.76   (N) 098 29 53.83   (W)   HD_HELD1
 PS0004* NAVD 88 ORTHO HEIGHT -   389.900 (meters)     1279.20  (feet) ADJUSTED
 PS0004  ______________________________________________________________________
 PS0004  GEOID HEIGHT    -        -24.305 (meters)                     GEOID18
 PS0004  DYNAMIC HEIGHT  -        389.859 (meters)     1279.06  (feet) COMP
 PS0004  MODELED GRAVITY -    980,499.8   (mgal)                       NAVD 88
 PS0004
 PS0004  VERT ORDER      -  SECOND    CLASS 0
 PS0004
 PS0004.The horizontal coordinates were determined by differentially corrected
 PS0004.hand held GPS observations or other comparable positioning techniques
 PS0004.and have an estimated accuracy of +/- 3 meters.
 PS0004
 PS0004.The orthometric height was determined by differential leveling and
 PS0004.adjusted by the NATIONAL GEODETIC SURVEY
 PS0004.in June 1991.
 PS0004
 PS0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0004.GEOID18 height accuracy estimate available here.
 PS0004
 PS0004.Click photographs - Photos may exist for this station.
 PS0004
 PS0004.The dynamic height is computed by dividing the NAVD 88
 PS0004.geopotential number by the normal gravity value computed on the
 PS0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0004.degrees latitude (g = 980.6199 gals.).
 PS0004
 PS0004.The modeled gravity was interpolated from observed gravity values.
 PS0004
 PS0004;                    North         East    Units  Estimated Accuracy
 PS0004;SPC SD N     -   123,573.2     718,524.4     MT  (+/- 3 meters HH1 GPS) 
 PS0004
 PS0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3958775906(NAD 83)
 PS0004
 PS0004                          SUPERSEDED SURVEY CONTROL
 PS0004
 PS0004  NGVD 29 (??/??/92)  389.607  (m)         1278.24   (f) ADJ UNCH    2 0
 PS0004
 PS0004.Superseded values are not recommended for survey control.
 PS0004
 PS0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0004.See file dsdata.pdf to determine how the superseded data were derived.
 PS0004
 PS0004_MARKER: DB = BENCH MARK DISK
 PS0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0004_STAMPING: M 59 1934
 PS0004_MARK LOGO: CGS
 PS0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0004+STABILITY: SURFACE MOTION
 PS0004
 PS0004  HISTORY     - Date     Condition        Report By
 PS0004  HISTORY     - 1934     MONUMENTED       CGS
 PS0004
 PS0004                          STATION DESCRIPTION
 PS0004
 PS0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0004'4.2 MI N FROM REDFIELD.
 PS0004'ABOUT 4.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0004'PACIFIC RAILWAY FROM THE STATION AT REDFIELD, SPINK COUNTY, ABOUT
 PS0004'7 POLES SOUTH OF MILEPOST 92, 48 FEET EAST OF THE TRACK, AND LOWER
 PS0004'THAN THE TRACK LEVEL.  A STANDARD DISK, STAMPED M 59 1934 AND SET
 PS0004'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0502 ***********************************************************************
 OQ0502  DESIGNATION -  M 6
 OQ0502  PID         -  OQ0502
 OQ0502  STATE/COUNTY-  SD/HANSON
 OQ0502  COUNTRY     -  US
 OQ0502  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0502
 OQ0502                         *CURRENT SURVEY CONTROL
 OQ0502  ______________________________________________________________________
 OQ0502* NAD 83(1986) POSITION- 43 43 33.     (N) 097 49 29.     (W)   SCALED
 OQ0502* NAVD 88 ORTHO HEIGHT -   405.698 (meters)     1331.03  (feet) ADJUSTED
 OQ0502  ______________________________________________________________________
 OQ0502  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 OQ0502  DYNAMIC HEIGHT  -        405.600 (meters)     1330.71  (feet) COMP
 OQ0502  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 OQ0502
 OQ0502  VERT ORDER      -  FIRST     CLASS II
 OQ0502
 OQ0502.The horizontal coordinates were scaled from a map and have
 OQ0502.an estimated accuracy of +/- 6 seconds.
 OQ0502
 OQ0502.The orthometric height was determined by differential leveling and
 OQ0502.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0502.in June 1991.
 OQ0502
 OQ0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0502.GEOID18 height accuracy estimate available here.
 OQ0502
 OQ0502.Click photographs - Photos may exist for this station.
 OQ0502
 OQ0502.The dynamic height is computed by dividing the NAVD 88
 OQ0502.geopotential number by the normal gravity value computed on the
 OQ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0502.degrees latitude (g = 980.6199 gals.).
 OQ0502
 OQ0502.The modeled gravity was interpolated from observed gravity values.
 OQ0502
 OQ0502;                    North         East    Units  Estimated Accuracy
 OQ0502;SPC SD S     -   157,750.      802,080.      MT  (+/- 180 meters Scaled)
 OQ0502
 OQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP946420(NAD 83)
 OQ0502
 OQ0502                          SUPERSEDED SURVEY CONTROL
 OQ0502
 OQ0502  NGVD 29 (??/??/92)  405.409  (m)         1330.08   (f) ADJ UNCH    1 2
 OQ0502
 OQ0502.Superseded values are not recommended for survey control.
 OQ0502
 OQ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0502.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0502
 OQ0502_MARKER: DB = BENCH MARK DISK
 OQ0502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OQ0502_SP_SET: STEP
 OQ0502_STAMPING: 1330.079 M 6 1925
 OQ0502_MARK LOGO: CGS
 OQ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0502
 OQ0502  HISTORY     - Date     Condition        Report By
 OQ0502  HISTORY     - 1925     MONUMENTED       CGS
 OQ0502  HISTORY     - 1935     GOOD             CGS
 OQ0502  HISTORY     - 20120124 MARK NOT FOUND   INDIV
 OQ0502
 OQ0502                          STATION DESCRIPTION
 OQ0502
 OQ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0502'AT FULTON.
 OQ0502'AT FULTON, HANSON COUNTY, ABOUT 1 BLOCK NORTH OF THE CHICAGO,
 OQ0502'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, AT THE EAST
 OQ0502'ENTRANCE TO THE FULTON HIGH SCHOOL, IN THE TOP OF THE NORTH END
 OQ0502'OF THE BOTTOM STEP, AND 6 INCHES SOUTH OF THE END.  A STANDARD
 OQ0502'DISK, STAMPED 1330.079 M 6 1925.  NOTE-- THE CHICAGO, ST. PAUL,
 OQ0502'MINNEAPOLIS AND OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0502
 OQ0502                          STATION RECOVERY (1935)
 OQ0502
 OQ0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0502'RECOVERED IN GOOD CONDITION.
 OQ0502
 OQ0502                          STATION RECOVERY (2012)
 OQ0502
 OQ0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0502'FULTON HIGH SCHOOL HAS BEEN TORN DOWN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1821 ***********************************************************************
 PU1821  DESIGNATION -  M 6 B 1
 PU1821  PID         -  PU1821
 PU1821  STATE/COUNTY-  SD/BUTTE
 PU1821  COUNTRY     -  US
 PU1821  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1821
 PU1821                         *CURRENT SURVEY CONTROL
 PU1821  ______________________________________________________________________
 PU1821* NAD 83(1986) POSITION- 44 52 14.     (N) 103 52 40.     (W)   SCALED
 PU1821* NAVD 88 ORTHO HEIGHT -   937.818 (meters)     3076.82  (feet) ADJUSTED
 PU1821  ______________________________________________________________________
 PU1821  GEOID HEIGHT    -        -15.684 (meters)                     GEOID18
 PU1821  DYNAMIC HEIGHT  -        937.570 (meters)     3076.01  (feet) COMP
 PU1821  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 PU1821
 PU1821  VERT ORDER      -  SECOND    CLASS 0
 PU1821
 PU1821.The horizontal coordinates were scaled from a map and have
 PU1821.an estimated accuracy of +/- 6 seconds.
 PU1821
 PU1821.The orthometric height was determined by differential leveling and
 PU1821.adjusted by the NATIONAL GEODETIC SURVEY
 PU1821.in June 1991.
 PU1821
 PU1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1821.GEOID18 height accuracy estimate available here.
 PU1821
 PU1821.Click photographs - Photos may exist for this station.
 PU1821
 PU1821.The dynamic height is computed by dividing the NAVD 88
 PU1821.geopotential number by the normal gravity value computed on the
 PU1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1821.degrees latitude (g = 980.6199 gals.).
 PU1821
 PU1821.The modeled gravity was interpolated from observed gravity values.
 PU1821
 PU1821;                    North         East    Units  Estimated Accuracy
 PU1821;SPC SD N     -   122,600.      293,700.      MT  (+/- 180 meters Scaled)
 PU1821
 PU1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK886691(NAD 83)
 PU1821
 PU1821                          SUPERSEDED SURVEY CONTROL
 PU1821
 PU1821  NGVD 29 (??/??/92)  937.33   (m)         3075.2    (f) COMPUTED    2 0
 PU1821
 PU1821.Superseded values are not recommended for survey control.
 PU1821
 PU1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1821.See file dsdata.pdf to determine how the superseded data were derived.
 PU1821
 PU1821_MARKER: Z = SEE DESCRIPTION
 PU1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1821+STABILITY: SURFACE MOTION
 PU1821
 PU1821  HISTORY     - Date     Condition        Report By
 PU1821  HISTORY     - UNK      MONUMENTED       USAF
 PU1821  HISTORY     - 1962     GOOD             CGS
 PU1821
 PU1821                          STATION DESCRIPTION
 PU1821
 PU1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1821'14.8 MI NW FROM BELLE FOURCHE.
 PU1821'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1821'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1821'2.75 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE
 PU1821'WEST ALONG AN EAST-WEST FENCE LINE AND ACROSS COUNTRY IN
 PU1821'SECTION 33, T 11 N, R 2 E, 29 FEET NORTH OF AN EAST-WEST FENCE,
 PU1821'THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 PU1821'CYLINDER PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON THE TOP
 PU1821'SURFACE OF THE TRIBACH OVER THE CENTER HOLE.  THERE IS NO
 PU1821'STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1820 ***********************************************************************
 PU1820  DESIGNATION -  M 6 B 2
 PU1820  PID         -  PU1820
 PU1820  STATE/COUNTY-  SD/BUTTE
 PU1820  COUNTRY     -  US
 PU1820  USGS QUAD   -  MUD BUTTES (2017)
 PU1820
 PU1820                         *CURRENT SURVEY CONTROL
 PU1820  ______________________________________________________________________
 PU1820* NAD 83(1986) POSITION- 44 52 10.     (N) 103 52 27.     (W)   SCALED
 PU1820* NAVD 88 ORTHO HEIGHT -   952.681 (meters)     3125.59  (feet) ADJUSTED
 PU1820  ______________________________________________________________________
 PU1820  GEOID HEIGHT    -        -15.688 (meters)                     GEOID18
 PU1820  DYNAMIC HEIGHT  -        952.430 (meters)     3124.76  (feet) COMP
 PU1820  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 PU1820
 PU1820  VERT ORDER      -  SECOND    CLASS 0
 PU1820
 PU1820.The horizontal coordinates were scaled from a map and have
 PU1820.an estimated accuracy of +/- 6 seconds.
 PU1820
 PU1820.The orthometric height was determined by differential leveling and
 PU1820.adjusted by the NATIONAL GEODETIC SURVEY
 PU1820.in June 1991.
 PU1820
 PU1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1820.GEOID18 height accuracy estimate available here.
 PU1820
 PU1820.Click photographs - Photos may exist for this station.
 PU1820
 PU1820.The dynamic height is computed by dividing the NAVD 88
 PU1820.geopotential number by the normal gravity value computed on the
 PU1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1820.degrees latitude (g = 980.6199 gals.).
 PU1820
 PU1820.The modeled gravity was interpolated from observed gravity values.
 PU1820
 PU1820;                    North         East    Units  Estimated Accuracy
 PU1820;SPC SD N     -   122,460.      293,980.      MT  (+/- 180 meters Scaled)
 PU1820
 PU1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK889690(NAD 83)
 PU1820
 PU1820                          SUPERSEDED SURVEY CONTROL
 PU1820
 PU1820  NGVD 29 (??/??/92)  952.20   (m)         3124.0    (f) COMPUTED    2 0
 PU1820
 PU1820.Superseded values are not recommended for survey control.
 PU1820
 PU1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1820.See file dsdata.pdf to determine how the superseded data were derived.
 PU1820
 PU1820_MARKER: Z = SEE DESCRIPTION
 PU1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1820+STABILITY: SURFACE MOTION
 PU1820
 PU1820  HISTORY     - Date     Condition        Report By
 PU1820  HISTORY     - UNK      MONUMENTED       USAF
 PU1820  HISTORY     - 1962     GOOD             CGS
 PU1820
 PU1820                          STATION DESCRIPTION
 PU1820
 PU1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1820'14.8 MI NW FROM BELLE FOURCHE.
 PU1820'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1820'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1820'3.15 MILES NORTHWEST ALONG A GRAVELED ROAD, 88 FEET SOUTHWEST
 PU1820'OF A FENCE, 113 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PU1820'IN SECTION 33, T 11 N, R 2 E, THE CENTER OF A TRIBACH MOUNTED
 PU1820'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 PU1820'NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER
 PU1820'THE CENTER HOLE.  THERE IS NO STAMPING ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0090 ***********************************************************************
 QR0090  DESIGNATION -  M 60
 QR0090  PID         -  QR0090
 QR0090  STATE/COUNTY-  SD/BROWN
 QR0090  COUNTRY     -  US
 QR0090  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0090
 QR0090                         *CURRENT SURVEY CONTROL
 QR0090  ______________________________________________________________________
 QR0090* NAD 83(1986) POSITION- 45 26 40.     (N) 098 29 41.     (W)   SCALED
 QR0090* NAVD 88 ORTHO HEIGHT -   396.061 (meters)     1299.41  (feet) ADJUSTED
 QR0090  ______________________________________________________________________
 QR0090  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 QR0090  DYNAMIC HEIGHT  -        396.034 (meters)     1299.32  (feet) COMP
 QR0090  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 QR0090
 QR0090  VERT ORDER      -  SECOND    CLASS 0
 QR0090
 QR0090.The horizontal coordinates were scaled from a map and have
 QR0090.an estimated accuracy of +/- 6 seconds.
 QR0090
 QR0090.The orthometric height was determined by differential leveling and
 QR0090.adjusted by the NATIONAL GEODETIC SURVEY
 QR0090.in June 1991.
 QR0090
 QR0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0090.GEOID18 height accuracy estimate available here.
 QR0090
 QR0090.Click photographs - Photos may exist for this station.
 QR0090
 QR0090.The dynamic height is computed by dividing the NAVD 88
 QR0090.geopotential number by the normal gravity value computed on the
 QR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0090.degrees latitude (g = 980.6199 gals.).
 QR0090
 QR0090.The modeled gravity was interpolated from observed gravity values.
 QR0090
 QR0090;                    North         East    Units  Estimated Accuracy
 QR0090;SPC SD N     -   180,130.      717,750.      MT  (+/- 180 meters Scaled)
 QR0090
 QR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR395324(NAD 83)
 QR0090
 QR0090                          SUPERSEDED SURVEY CONTROL
 QR0090
 QR0090  NGVD 29 (??/??/92)  395.765  (m)         1298.44   (f) ADJ UNCH    2 0
 QR0090
 QR0090.Superseded values are not recommended for survey control.
 QR0090
 QR0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0090.See file dsdata.pdf to determine how the superseded data were derived.
 QR0090
 QR0090_MARKER: DB = BENCH MARK DISK
 QR0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0090_STAMPING: M 60 1934
 QR0090_MARK LOGO: CGS
 QR0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0090+STABILITY: SURFACE MOTION
 QR0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0090+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 QR0090
 QR0090  HISTORY     - Date     Condition        Report By
 QR0090  HISTORY     - 1934     MONUMENTED       CGS
 QR0090  HISTORY     - 1960     GOOD             CGS
 QR0090  HISTORY     - 19820224 GOOD             NGS
 QR0090  HISTORY     - 19970515 GOOD             NGS
 QR0090
 QR0090                          STATION DESCRIPTION
 QR0090
 QR0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0090'1.7 MI S FROM ABERDEEN.
 QR0090'1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0090'PACIFIC RAILWAY FROM THE STATION AT ABERDEEN, BROWN COUNTY,
 QR0090'AT THE CROSSING OF U.S. HIGHWAY 281, 50 FEET SOUTH OF THE CENTER
 QR0090'LINE OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF THE TRACK,
 QR0090'AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QR0090'STAMPED M 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0090
 QR0090                          STATION RECOVERY (1960)
 QR0090
 QR0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 QR0090'RECOVERED IN GOOD CONDITION.
 QR0090
 QR0090                          STATION RECOVERY (1982)
 QR0090
 QR0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QR0090'THE MARK IS LOCATED IN SOUTHWEST ABERDEEN, AT THE INTERSECTION OF
 QR0090'SOUTH 5TH STREET AND MELGARD ROAD.  TO REACH THE MARK FROM THE
 QR0090'JUNCTION OF HIGHWAY 12 AND SOUTH 5TH STREET, GO SOUTH ON SOUTH 5TH
 QR0090'STREET FOR 1.6 KM (1.00 MI) TO THE MARK ON THE LEFT.  THE STATION IS A
 QR0090'STANDARD CGS BENCH MARK DISK STAMPED M 60 1934 SET INTO THE TOP OF A
 QR0090'SQUARE CONCRETE MONUMENT, 24 CM (10 INCHES) ON A SIDE AND FLUSH WITH
 QR0090'THE GROUND SURFACE.  IT IS 16.7 M (54.8 FT) SOUTH OF THE CENTER OF
 QR0090'MELGARD ROAD, 10.6 M (34.8 FT) EAST OF THE EAST RAIL OF THE RIALROAD
 QR0090'TRACK, AND 0.7 M (2.3 FT) WEST OF A POWER POLE ANCHOR.
 QR0090
 QR0090                          STATION RECOVERY (1997)
 QR0090
 QR0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0090'IN ABERDEEN, AT THE INTERSECTION OF SOUTH 5TH STREET AND MELGUARD
 QR0090'ROAD, 33.9 M (111.2 FT) EAST OF THE STREET CENTERLINE, 16.9 M (55.4
 QR0090'FT) WEST OF THE CENTER OF A DRIVEWAY, 15.3 M (50.2 FT) SOUTH OF THE
 QR0090'ROAD CENTER, 13.8 M (45.3 FT) NORTH OF A UTILITY POLE WITH A WITNESS
 QR0090'SIGN ATTACHED, 11.1 M (36.4 FT) NORTH OF STATION ABERDEEN NORTH BASE,
 QR0090'10.6 M (34.8 FT) EAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 QR0090'RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 QR0090'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QR0090'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0023 ***********************************************************************
 QR0023  DESIGNATION -  M 61
 QR0023  PID         -  QR0023
 QR0023  STATE/COUNTY-  SD/BROWN
 QR0023  COUNTRY     -  US
 QR0023  USGS QUAD   -  HECLA (2017)
 QR0023
 QR0023                         *CURRENT SURVEY CONTROL
 QR0023  ______________________________________________________________________
 QR0023* NAD 83(1986) POSITION- 45 55 20.95   (N) 098 08 08.95   (W)   HD_HELD1
 QR0023* NAVD 88 ORTHO HEIGHT -   397.198 (meters)     1303.14  (feet) ADJUSTED
 QR0023  ______________________________________________________________________
 QR0023  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 QR0023  DYNAMIC HEIGHT  -        397.183 (meters)     1303.09  (feet) COMP
 QR0023  MODELED GRAVITY -    980,565.4   (mgal)                       NAVD 88
 QR0023
 QR0023  VERT ORDER      -  FIRST     CLASS II
 QR0023
 QR0023.The horizontal coordinates were determined by differentially corrected
 QR0023.hand held GPS observations or other comparable positioning techniques
 QR0023.and have an estimated accuracy of +/- 3 meters.
 QR0023
 QR0023.The orthometric height was determined by differential leveling and
 QR0023.adjusted by the NATIONAL GEODETIC SURVEY
 QR0023.in June 1991.
 QR0023
 QR0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0023.GEOID18 height accuracy estimate available here.
 QR0023
 QR0023.Click photographs - Photos may exist for this station.
 QR0023
 QR0023.The dynamic height is computed by dividing the NAVD 88
 QR0023.geopotential number by the normal gravity value computed on the
 QR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0023.degrees latitude (g = 980.6199 gals.).
 QR0023
 QR0023.The modeled gravity was interpolated from observed gravity values.
 QR0023
 QR0023;                    North         East    Units  Estimated Accuracy
 QR0023;SPC SD N     -   233,830.9     744,602.3     MT  (+/- 3 meters HH1 GPS) 
 QR0023
 QR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6700885798(NAD 83)
 QR0023
 QR0023                          SUPERSEDED SURVEY CONTROL
 QR0023
 QR0023  NGVD 29 (??/??/92)  396.880  (m)         1302.10   (f) ADJ UNCH    1 2
 QR0023
 QR0023.Superseded values are not recommended for survey control.
 QR0023
 QR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0023.See file dsdata.pdf to determine how the superseded data were derived.
 QR0023
 QR0023_MARKER: DB = BENCH MARK DISK
 QR0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0023_STAMPING: M 61 1934
 QR0023_MARK LOGO: CGS
 QR0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0023+STABILITY: SURFACE MOTION
 QR0023
 QR0023  HISTORY     - Date     Condition        Report By
 QR0023  HISTORY     - 1934     MONUMENTED       CGS
 QR0023  HISTORY     - 1970     GOOD             LOCENG
 QR0023
 QR0023                          STATION DESCRIPTION
 QR0023
 QR0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0023'2.8 MI NE FROM HECLA.
 QR0023'2.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0023'FROM THE STATION AT HECLA, BROWN COUNTY, AT MILEPOST 120, ABOUT
 QR0023'1 POLE NORTH OF A ROAD CROSSING, 36 FEET WEST OF THE CENTER LINE
 QR0023'OF THE TRACK, 3 FEET EAST OF A POLE, AND ABOUT 1 FOOT LOWER THAN
 QR0023'THE TRACK.  A STANDARD DISK, STAMPED M 61 1934 AND SET IN THE TOP
 QR0023'OF A CONCRETE POST.
 QR0023
 QR0023                          STATION RECOVERY (1970)
 QR0023
 QR0023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 QR0023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0171 ***********************************************************************
 QQ0171  DESIGNATION -  M 62
 QQ0171  PID         -  QQ0171
 QQ0171  STATE/COUNTY-  SD/MARSHALL
 QQ0171  COUNTRY     -  US
 QQ0171  USGS QUAD   -  LAKE CITY (2017)
 QQ0171
 QQ0171                         *CURRENT SURVEY CONTROL
 QQ0171  ______________________________________________________________________
 QQ0171* NAD 83(1986) POSITION- 45 43 09.     (N) 097 23 28.     (W)   SCALED
 QQ0171* NAVD 88 ORTHO HEIGHT -   571.644 (meters)     1875.47  (feet) ADJUSTED
 QQ0171  ______________________________________________________________________
 QQ0171  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 QQ0171  DYNAMIC HEIGHT  -        571.602 (meters)     1875.33  (feet) COMP
 QQ0171  MODELED GRAVITY -    980,523.9   (mgal)                       NAVD 88
 QQ0171
 QQ0171  VERT ORDER      -  SECOND    CLASS 0
 QQ0171
 QQ0171.The horizontal coordinates were scaled from a map and have
 QQ0171.an estimated accuracy of +/- 6 seconds.
 QQ0171
 QQ0171.The orthometric height was determined by differential leveling and
 QQ0171.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0171.in June 1991.
 QQ0171
 QQ0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0171.GEOID18 height accuracy estimate available here.
 QQ0171
 QQ0171.Click photographs - Photos may exist for this station.
 QQ0171
 QQ0171.The dynamic height is computed by dividing the NAVD 88
 QQ0171.geopotential number by the normal gravity value computed on the
 QQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0171.degrees latitude (g = 980.6199 gals.).
 QQ0171
 QQ0171.The modeled gravity was interpolated from observed gravity values.
 QQ0171
 QQ0171;                    North         East    Units  Estimated Accuracy
 QQ0171;SPC SD N     -   212,840.      803,080.      MT  (+/- 180 meters Scaled)
 QQ0171
 QQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR252641(NAD 83)
 QQ0171
 QQ0171                          SUPERSEDED SURVEY CONTROL
 QQ0171
 QQ0171  NGVD 29 (??/??/92)  571.366  (m)         1874.56   (f) ADJ UNCH    2 0
 QQ0171
 QQ0171.Superseded values are not recommended for survey control.
 QQ0171
 QQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0171.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0171
 QQ0171_MARKER: DB = BENCH MARK DISK
 QQ0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0171_SP_SET: IRON CULVERT
 QQ0171_STAMPING: M 62 1934
 QQ0171_MARK LOGO: CGS
 QQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0171+STABILITY: SURFACE MOTION
 QQ0171
 QQ0171  HISTORY     - Date     Condition        Report By
 QQ0171  HISTORY     - 1934     MONUMENTED       CGS
 QQ0171
 QQ0171                          STATION DESCRIPTION
 QQ0171
 QQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0171'1.8 MI E FROM LAKE CITY.
 QQ0171'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC
 QQ0171'SCHOOL AT LAKE CITY, MARSHALL COUNTY, ABOUT 210 FEET EAST OF A
 QQ0171'CROSS ROAD, JUST SOUTH OF A CEMETERY, A 3-FOOT CORRUGATED-IRON
 QQ0171'CULVERT, AND IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 QQ0171'RETAINING WALL.  A STANDARD DISK, STAMPED M 62 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0372 ***********************************************************************
 QS0372  DESIGNATION -  M 65
 QS0372  PID         -  QS0372
 QS0372  STATE/COUNTY-  SD/CORSON
 QS0372  COUNTRY     -  US
 QS0372  USGS QUAD   -  MCLAUGHLIN SW (2017)
 QS0372
 QS0372                         *CURRENT SURVEY CONTROL
 QS0372  ______________________________________________________________________
 QS0372* NAD 83(1986) POSITION- 45 51 39.     (N) 100 56 13.     (W)   SCALED
 QS0372* NAVD 88 ORTHO HEIGHT -   650.937 (meters)     2135.62  (feet) ADJUSTED
 QS0372  ______________________________________________________________________
 QS0372  GEOID HEIGHT    -        -21.024 (meters)                     GEOID18
 QS0372  DYNAMIC HEIGHT  -        650.880 (meters)     2135.43  (feet) COMP
 QS0372  MODELED GRAVITY -    980,505.6   (mgal)                       NAVD 88
 QS0372
 QS0372  VERT ORDER      -  SECOND    CLASS 0
 QS0372
 QS0372.The horizontal coordinates were scaled from a map and have
 QS0372.an estimated accuracy of +/- 6 seconds.
 QS0372
 QS0372.The orthometric height was determined by differential leveling and
 QS0372.adjusted by the NATIONAL GEODETIC SURVEY
 QS0372.in June 1991.
 QS0372
 QS0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0372.GEOID18 height accuracy estimate available here.
 QS0372
 QS0372.Click photographs - Photos may exist for this station.
 QS0372
 QS0372.The dynamic height is computed by dividing the NAVD 88
 QS0372.geopotential number by the normal gravity value computed on the
 QS0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0372.degrees latitude (g = 980.6199 gals.).
 QS0372
 QS0372.The modeled gravity was interpolated from observed gravity values.
 QS0372
 QS0372;                    North         East    Units  Estimated Accuracy
 QS0372;SPC SD N     -   225,730.      527,240.      MT  (+/- 180 meters Scaled)
 QS0372
 QS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR496804(NAD 83)
 QS0372
 QS0372                          SUPERSEDED SURVEY CONTROL
 QS0372
 QS0372  NGVD 29 (??/??/92)  650.493  (m)         2134.16   (f) ADJ UNCH    2 0
 QS0372
 QS0372.Superseded values are not recommended for survey control.
 QS0372
 QS0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0372.See file dsdata.pdf to determine how the superseded data were derived.
 QS0372
 QS0372_MARKER: DB = BENCH MARK DISK
 QS0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0372_STAMPING: M 65 1934
 QS0372_MARK LOGO: CGS
 QS0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0372+STABILITY: SURFACE MOTION
 QS0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0372+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1991
 QS0372
 QS0372  HISTORY     - Date     Condition        Report By
 QS0372  HISTORY     - 1934     MONUMENTED       CGS
 QS0372  HISTORY     - 1940     GOOD             LOCENG
 QS0372  HISTORY     - 19911114 GOOD             NGS
 QS0372
 QS0372                          STATION DESCRIPTION
 QS0372
 QS0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0372'1.2 MI E FROM CADILLAC.
 QS0372'1.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0372'RAILROAD FROM THE STATION AT CADILLAC, CORSON COUNTY, ABOUT 13
 QS0372'POLES WEST OF MILEPOST 842, AT A ROAD CROSSING, 40 FEET SOUTH OF
 QS0372'THE CENTER LINE OF THE TRACK, 36 FEET EAST OF THE CENTER LINE OF
 QS0372'THE ROAD, 9 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST
 QS0372'OF A WHITE REFERENCE POST STENCILED U.S.B.M., AND ABOUT 1 FOOT
 QS0372'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 65 1934 AND
 QS0372'SET IN THE TOP OF A CONCRETE POST.
 QS0372
 QS0372                          STATION RECOVERY (1940)
 QS0372
 QS0372'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0372'RECOVERED IN GOOD CONDITION.
 QS0372
 QS0372                          STATION RECOVERY (1991)
 QS0372
 QS0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QS0372'11.7 KM (7.3 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 QS0372'WITH STATE HIGHWAY 63 NORTH (THE ABANDONED TRAIN STATION IS IN THE
 QS0372'NORTHEAST ANGLE OF THIS INTERSECTION) IN MCLAUGHLIN, 11 M (36.1 FT)
 QS0372'EAST FROM THE CENTER OF A ROAD, 12.2 M (40.0 FT) SOUTH FROM THE CENTER
 QS0372'OF THE RAILROAD, 0.6 M (2.0 FT) EAST FROM A WITNESS POST, ABOUT 0.3 M
 QS0372'(1.0 FT) LOWER THAN THE RAILBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0359 ***********************************************************************
 QR0359  DESIGNATION -  M 66
 QR0359  PID         -  QR0359
 QR0359  STATE/COUNTY-  SD/CAMPBELL
 QR0359  COUNTRY     -  US
 QR0359  USGS QUAD   -  GREENWAY (2017)
 QR0359
 QR0359                         *CURRENT SURVEY CONTROL
 QR0359  ______________________________________________________________________
 QR0359* NAD 83(1986) POSITION- 45 55 36.     (N) 099 43 19.     (W)   SCALED
 QR0359* NAVD 88 ORTHO HEIGHT -   590.091 (meters)     1935.99  (feet) ADJUSTED
 QR0359  ______________________________________________________________________
 QR0359  GEOID HEIGHT    -        -22.509 (meters)                     GEOID18
 QR0359  DYNAMIC HEIGHT  -        590.056 (meters)     1935.88  (feet) COMP
 QR0359  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 QR0359
 QR0359  VERT ORDER      -  SECOND    CLASS 0
 QR0359
 QR0359.The horizontal coordinates were scaled from a map and have
 QR0359.an estimated accuracy of +/- 6 seconds.
 QR0359
 QR0359.The orthometric height was determined by differential leveling and
 QR0359.adjusted by the NATIONAL GEODETIC SURVEY
 QR0359.in June 1991.
 QR0359
 QR0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0359.GEOID18 height accuracy estimate available here.
 QR0359
 QR0359.Click photographs - Photos may exist for this station.
 QR0359
 QR0359.The dynamic height is computed by dividing the NAVD 88
 QR0359.geopotential number by the normal gravity value computed on the
 QR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0359.degrees latitude (g = 980.6199 gals.).
 QR0359
 QR0359.The modeled gravity was interpolated from observed gravity values.
 QR0359
 QR0359;                    North         East    Units  Estimated Accuracy
 QR0359;SPC SD N     -   232,670.      621,570.      MT  (+/- 180 meters Scaled)
 QR0359
 QR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR440861(NAD 83)
 QR0359
 QR0359                          SUPERSEDED SURVEY CONTROL
 QR0359
 QR0359  NGVD 29 (??/??/92)  589.685  (m)         1934.66   (f) ADJ UNCH    2 0
 QR0359
 QR0359.Superseded values are not recommended for survey control.
 QR0359
 QR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0359.See file dsdata.pdf to determine how the superseded data were derived.
 QR0359
 QR0359_MARKER: DB = BENCH MARK DISK
 QR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0359_STAMPING: M 66 1934
 QR0359_MARK LOGO: CGS
 QR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0359+STABILITY: SURFACE MOTION
 QR0359
 QR0359  HISTORY     - Date     Condition        Report By
 QR0359  HISTORY     - 1934     MONUMENTED       CGS
 QR0359
 QR0359                          STATION DESCRIPTION
 QR0359
 QR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0359'0.4 MI SW FROM MADRA.
 QR0359'ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD,
 QR0359'11 1/2 POLES SOUTHWEST OF MILEPOLE 379.  98 FEET NORTHEAST OF
 QR0359'CENTERLINE OF PUBLIC ROAD CROSSING, THENCE 39 FEET SOUTH OF
 QR0359'CENTERLINE OF TRACK.  3 FEET NORTH OF RIGHT OF WAY FENCE AND
 QR0359'1 FOOT ABOVE TRACK LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0080 ***********************************************************************
 QS0080  DESIGNATION -  M 67
 QS0080  PID         -  QS0080
 QS0080  STATE/COUNTY-  SD/WALWORTH
 QS0080  COUNTRY     -  US
 QS0080  USGS QUAD   -  SELBY (2017)
 QS0080
 QS0080                         *CURRENT SURVEY CONTROL
 QS0080  ______________________________________________________________________
 QS0080* NAD 83(1986) POSITION- 45 33 50.     (N) 100 02 16.     (W)   SCALED
 QS0080* NAVD 88 ORTHO HEIGHT -   526.417 (meters)     1727.09  (feet) ADJUSTED
 QS0080  ______________________________________________________________________
 QS0080  GEOID HEIGHT    -        -22.339 (meters)                     GEOID18
 QS0080  DYNAMIC HEIGHT  -        526.368 (meters)     1726.93  (feet) COMP
 QS0080  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 QS0080
 QS0080  VERT ORDER      -  SECOND    CLASS 0
 QS0080
 QS0080.The horizontal coordinates were scaled from a map and have
 QS0080.an estimated accuracy of +/- 6 seconds.
 QS0080
 QS0080.The orthometric height was determined by differential leveling and
 QS0080.adjusted by the NATIONAL GEODETIC SURVEY
 QS0080.in June 1991.
 QS0080
 QS0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0080.GEOID18 height accuracy estimate available here.
 QS0080
 QS0080.Click photographs - Photos may exist for this station.
 QS0080
 QS0080.The dynamic height is computed by dividing the NAVD 88
 QS0080.geopotential number by the normal gravity value computed on the
 QS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0080.degrees latitude (g = 980.6199 gals.).
 QS0080
 QS0080.The modeled gravity was interpolated from observed gravity values.
 QS0080
 QS0080;                    North         East    Units  Estimated Accuracy
 QS0080;SPC SD N     -   192,310.      597,050.      MT  (+/- 180 meters Scaled)
 QS0080
 QS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR190461(NAD 83)
 QS0080
 QS0080                          SUPERSEDED SURVEY CONTROL
 QS0080
 QS0080  NGVD 29 (??/??/92)  526.047  (m)         1725.87   (f) ADJ UNCH    2 0
 QS0080
 QS0080.Superseded values are not recommended for survey control.
 QS0080
 QS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0080.See file dsdata.pdf to determine how the superseded data were derived.
 QS0080
 QS0080_MARKER: DB = BENCH MARK DISK
 QS0080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0080_SP_SET: CULVERT HEADWALL
 QS0080_STAMPING: M 67 1934
 QS0080_MARK LOGO: CGS
 QS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0080+STABILITY: SURFACE MOTION
 QS0080
 QS0080  HISTORY     - Date     Condition        Report By
 QS0080  HISTORY     - 1934     MONUMENTED       CGS
 QS0080  HISTORY     - 1953     GOOD             CGS
 QS0080
 QS0080                          STATION DESCRIPTION
 QS0080
 QS0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0080'4.1 MI N FROM SELBY.
 QS0080'ABOUT 4.1 MILES NORTH ALONG OLD U.S. HIGHWAY 83 FROM THE COUNTY
 QS0080'COURTHOUSE AT SELBY, WALWORTH COUNTY, ABOUT 0.1 MILE SOUTH OF THE
 QS0080'JUNCTION OF A ROAD LEADING WEST, AT A 24-INCH CONCRETE BOX
 QS0080'CULVERT, IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL,
 QS0080'18.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTH
 QS0080'OF A WHITE POST, AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.
 QS0080'A STANDARD DISK, STAMPED M 67 1934.
 QS0080
 QS0080                          STATION RECOVERY (1953)
 QS0080
 QS0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0322 ***********************************************************************
 QR0322  DESIGNATION -  M 68
 QR0322  PID         -  QR0322
 QR0322  STATE/COUNTY-  SD/POTTER
 QR0322  COUNTRY     -  US
 QR0322  USGS QUAD   -  GETTYSBURG (2017)
 QR0322
 QR0322                         *CURRENT SURVEY CONTROL
 QR0322  ______________________________________________________________________
 QR0322* NAD 83(1986) POSITION- 45 04 17.     (N) 099 56 21.     (W)   SCALED
 QR0322* NAVD 88 ORTHO HEIGHT -   645.141 (meters)     2116.60  (feet) ADJUSTED
 QR0322  ______________________________________________________________________
 QR0322  GEOID HEIGHT    -        -22.479 (meters)                     GEOID18
 QR0322  DYNAMIC HEIGHT  -        645.047 (meters)     2116.29  (feet) COMP
 QR0322  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 QR0322
 QR0322  VERT ORDER      -  SECOND    CLASS 0
 QR0322
 QR0322.The horizontal coordinates were scaled from a map and have
 QR0322.an estimated accuracy of +/- 6 seconds.
 QR0322
 QR0322.The orthometric height was determined by differential leveling and
 QR0322.adjusted by the NATIONAL GEODETIC SURVEY
 QR0322.in June 1991.
 QR0322
 QR0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0322.GEOID18 height accuracy estimate available here.
 QR0322
 QR0322.Click photographs - Photos may exist for this station.
 QR0322
 QR0322.The dynamic height is computed by dividing the NAVD 88
 QR0322.geopotential number by the normal gravity value computed on the
 QR0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0322.degrees latitude (g = 980.6199 gals.).
 QR0322
 QR0322.The modeled gravity was interpolated from observed gravity values.
 QR0322
 QR0322;                    North         East    Units  Estimated Accuracy
 QR0322;SPC SD N     -   137,580.      604,790.      MT  (+/- 180 meters Scaled)
 QR0322
 QR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ260913(NAD 83)
 QR0322
 QR0322                          SUPERSEDED SURVEY CONTROL
 QR0322
 QR0322  NGVD 29 (??/??/92)  644.76   (m)         2115.4    (f) COMPUTED    2 0
 QR0322
 QR0322.Superseded values are not recommended for survey control.
 QR0322
 QR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0322.See file dsdata.pdf to determine how the superseded data were derived.
 QR0322
 QR0322_MARKER: DB = BENCH MARK DISK
 QR0322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0322_SP_SET: CULVERT HEADWALL
 QR0322_STAMPING: M 68 1934
 QR0322_MARK LOGO: CGS
 QR0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0322+STABILITY: SURFACE MOTION
 QR0322
 QR0322  HISTORY     - Date     Condition        Report By
 QR0322  HISTORY     - 1934     MONUMENTED       CGS
 QR0322  HISTORY     - 1941     GOOD             CGS
 QR0322
 QR0322                          STATION DESCRIPTION
 QR0322
 QR0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0322'4.5 MI N FROM GETTYSBURG.
 QR0322'4.5 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 255 FEET
 QR0322'NORTH OF POINT OF INTERSECTION OF JUNCTION OF HIWAY 83 AND 212,
 QR0322'THENCE 18 FEET EAST OF CENTERLINE OF HIWAY AND 15 FEET WEST OF
 QR0322'RIGHT OF WAY FENCE.  SET IN THE SOUTH END OF THE EAST HEADWALL
 QR0322'OF 18 INCH CONCRETE CULVERT, 6 INCHES BELOW LEVEL OF ROAD.
 QR0322
 QR0322                          STATION RECOVERY (1941)
 QR0322
 QR0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0323 ***********************************************************************
 QR0323  DESIGNATION -  M 68 RESET
 QR0323  PID         -  QR0323
 QR0323  STATE/COUNTY-  SD/POTTER
 QR0323  COUNTRY     -  US
 QR0323  USGS QUAD   -  GETTYSBURG (2017)
 QR0323
 QR0323                         *CURRENT SURVEY CONTROL
 QR0323  ______________________________________________________________________
 QR0323* NAD 83(1986) POSITION- 45 04 18.     (N) 099 56 22.     (W)   SCALED
 QR0323* NAVD 88 ORTHO HEIGHT -   645.75  (meters)     2118.6   (feet) RESET
 QR0323  ______________________________________________________________________
 QR0323  GEOID HEIGHT    -        -22.478 (meters)                     GEOID18
 QR0323  VERT ORDER      -  THIRD
 QR0323
 QR0323.The horizontal coordinates were scaled from a map and have
 QR0323.an estimated accuracy of +/- 6 seconds.
 QR0323
 QR0323.The orthometric height was computed from unverified reset data.
 QR0323
 QR0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0323.GEOID18 height accuracy estimate available here.
 QR0323
 QR0323.Click photographs - Photos may exist for this station.
 QR0323
 QR0323;                    North         East    Units  Estimated Accuracy
 QR0323;SPC SD N     -   137,610.      604,770.      MT  (+/- 180 meters Scaled)
 QR0323
 QR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ260913(NAD 83)
 QR0323
 QR0323                          SUPERSEDED SURVEY CONTROL
 QR0323
 QR0323.No superseded survey control is available for this station.
 QR0323
 QR0323_MARKER: DB = BENCH MARK DISK
 QR0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0323_STAMPING: M 68 RESET 1956
 QR0323_MARK LOGO: CGS
 QR0323_PROJECTION: PROJECTING 8 CENTIMETERS
 QR0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0323+STABILITY: SURFACE MOTION
 QR0323
 QR0323  HISTORY     - Date     Condition        Report By
 QR0323  HISTORY     - 1956     MONUMENTED       CGS
 QR0323
 QR0323                          STATION DESCRIPTION
 QR0323
 QR0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QR0323'4.4 MI N FROM GETTYSBURG.
 QR0323'4.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY WATER TOWER
 QR0323'AT GETTYSBURG, POTTER COUNTY, 0.6 MILE NORTHEAST ALONG U.S.
 QR0323'HIGHWAY 212 FROM THE HOSPITAL AT THE NORTHEAST EDGE OF GETTYSBURG,
 QR0323'THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 83, IN THE NORTHEAST
 QR0323'ANGLE OF A ROAD INTERSECTION, 91 FEET NORTH OF THE CENTERLINE
 QR0323'OF THE SECTION-LINE ROAD, 76 FEET EAST OF THE CENTERLINE OF
 QR0323'THE HIGHWAY AND 1 FOOT SOUTHWEST OF A FENCE LINE.  A STANDARD
 QR0323'DISK, STAMPED M 68 RESET 1956 AND SET IN THE TOP OF A CONCRETE
 QR0323'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0298 ***********************************************************************
 QS0298  DESIGNATION -  M 69
 QS0298  PID         -  QS0298
 QS0298  STATE/COUNTY-  SD/DEWEY
 QS0298  COUNTRY     -  US
 QS0298  USGS QUAD   -  VIRGINIA (2017)
 QS0298
 QS0298                         *CURRENT SURVEY CONTROL
 QS0298  ______________________________________________________________________
 QS0298* NAD 83(1986) POSITION- 45 07 34.51   (N) 100 30 46.80   (W)   HD_HELD1
 QS0298* NAVD 88 ORTHO HEIGHT -   615.524 (meters)     2019.43  (feet) ADJUSTED
 QS0298  ______________________________________________________________________
 QS0298  GEOID HEIGHT    -        -22.225 (meters)                     GEOID18
 QS0298  DYNAMIC HEIGHT  -        615.425 (meters)     2019.11  (feet) COMP
 QS0298  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 QS0298
 QS0298  VERT ORDER      -  FIRST     CLASS II
 QS0298
 QS0298.The horizontal coordinates were determined by differentially corrected
 QS0298.hand held GPS observations or other comparable positioning techniques
 QS0298.and have an estimated accuracy of +/- 3 meters.
 QS0298
 QS0298.The orthometric height was determined by differential leveling and
 QS0298.adjusted by the NATIONAL GEODETIC SURVEY
 QS0298.in July 1998.
 QS0298
 QS0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0298.GEOID18 height accuracy estimate available here.
 QS0298
 QS0298.Click photographs - Photos may exist for this station.
 QS0298
 QS0298.The dynamic height is computed by dividing the NAVD 88
 QS0298.geopotential number by the normal gravity value computed on the
 QS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0298.degrees latitude (g = 980.6199 gals.).
 QS0298
 QS0298.The modeled gravity was interpolated from observed gravity values.
 QS0298
 QS0298;                    North         East    Units  Estimated Accuracy
 QS0298;SPC SD N     -   143,800.5     559,643.2     MT  (+/- 3 meters HH1 GPS) 
 QS0298
 QS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8101498089(NAD 83)
 QS0298
 QS0298                          SUPERSEDED SURVEY CONTROL
 QS0298
 QS0298  NAVD 88 (06/15/91)  615.447  (m)         2019.18   (f) SUPERSEDED  1 2
 QS0298  NGVD 29 (??/??/92)  615.037  (m)         2017.83   (f) ADJ UNCH    1 2
 QS0298
 QS0298.Superseded values are not recommended for survey control.
 QS0298
 QS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0298.See file dsdata.pdf to determine how the superseded data were derived.
 QS0298
 QS0298_MARKER: DB = BENCH MARK DISK
 QS0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0298_STAMPING: M 69 1934
 QS0298_MARK LOGO: CGS
 QS0298_PROJECTION: PROJECTING 30 CENTIMETERS
 QS0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0298+STABILITY: SURFACE MOTION
 QS0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0298+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0298
 QS0298  HISTORY     - Date     Condition        Report By
 QS0298  HISTORY     - 1934     MONUMENTED       CGS
 QS0298  HISTORY     - 1945     GOOD             CGS
 QS0298  HISTORY     - 19960425 GOOD             NGS
 QS0298  HISTORY     - 20120626 GOOD             INDIV
 QS0298
 QS0298                          STATION DESCRIPTION
 QS0298
 QS0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0298'0.3 MI N FROM LA PLANT.
 QS0298'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0298'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0298'THENCE ABOUT 7.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, BETWEEN
 QS0298'TWO SMALL HILLS, 59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QS0298'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND 1 FOOT EAST OF A WHITE
 QS0298'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 69 1934 AND
 QS0298'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE
 QS0298'GROUND.
 QS0298
 QS0298                          STATION RECOVERY (1945)
 QS0298
 QS0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0298'RECOVERED IN GOOD CONDITION.
 QS0298
 QS0298                          STATION RECOVERY (1996)
 QS0298
 QS0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0298'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0298'OFFICE IN RIDGEVIEW, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK
 QS0298'ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A RAILROAD GRADE (TRACK
 QS0298'REMOVED), 17.9 M (58.7 FT) SOUTH OF THE CENTER OF THE GRADE, 12.2 M
 QS0298'(40.0 FT) SOUTHWEST OF THE SOUTH END OF A CULVERT, 0.3 BELOW THE LEVEL
 QS0298'OF THE GRADE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 QS0298'GROUND SURFACE.  NOTE--THE MONUMENT IS LEANING BUT IS SOLID IN PLACE.
 QS0298
 QS0298                          STATION RECOVERY (2012)
 QS0298
 QS0298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0298'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0360 ***********************************************************************
 OR0360  DESIGNATION -  M 7
 OR0360  PID         -  OR0360
 OR0360  STATE/COUNTY-  SD/BRULE
 OR0360  COUNTRY     -  US
 OR0360  USGS QUAD   -  PLATTE LAKE (2017)
 OR0360
 OR0360                         *CURRENT SURVEY CONTROL
 OR0360  ______________________________________________________________________
 OR0360* NAD 83(1986) POSITION- 43 44 41.72   (N) 098 51 16.35   (W)   HD_HELD1
 OR0360* NAVD 88 ORTHO HEIGHT -   516.672 (meters)     1695.11  (feet) ADJUSTED
 OR0360  ______________________________________________________________________
 OR0360  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 OR0360  DYNAMIC HEIGHT  -        516.528 (meters)     1694.64  (feet) COMP
 OR0360  MODELED GRAVITY -    980,324.2   (mgal)                       NAVD 88
 OR0360
 OR0360  VERT ORDER      -  FIRST     CLASS II
 OR0360
 OR0360.The horizontal coordinates were determined by differentially corrected
 OR0360.hand held GPS observations or other comparable positioning techniques
 OR0360.and have an estimated accuracy of +/- 3 meters.
 OR0360
 OR0360.The orthometric height was determined by differential leveling and
 OR0360.adjusted by the NATIONAL GEODETIC SURVEY
 OR0360.in June 1991.
 OR0360
 OR0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0360.GEOID18 height accuracy estimate available here.
 OR0360
 OR0360.Click photographs - Photos may exist for this station.
 OR0360
 OR0360.The dynamic height is computed by dividing the NAVD 88
 OR0360.geopotential number by the normal gravity value computed on the
 OR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0360.degrees latitude (g = 980.6199 gals.).
 OR0360
 OR0360.The modeled gravity was interpolated from observed gravity values.
 OR0360
 OR0360;                    North         East    Units  Estimated Accuracy
 OR0360;SPC SD S     -   157,875.9     719,098.1     MT  (+/- 3 meters HH1 GPS) 
 OR0360
 OR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1171143552(NAD 83)
 OR0360
 OR0360                          SUPERSEDED SURVEY CONTROL
 OR0360
 OR0360  NGVD 29 (??/??/92)  516.309  (m)         1693.92   (f) ADJ UNCH    1 2
 OR0360
 OR0360.Superseded values are not recommended for survey control.
 OR0360
 OR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0360.See file dsdata.pdf to determine how the superseded data were derived.
 OR0360
 OR0360_MARKER: DB = BENCH MARK DISK
 OR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0360_STAMPING: M 7 1925
 OR0360_MARK LOGO: CGS
 OR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0360+STABILITY: SURFACE MOTION
 OR0360
 OR0360  HISTORY     - Date     Condition        Report By
 OR0360  HISTORY     - 1925     MONUMENTED       CGS
 OR0360  HISTORY     - 1975     MARK NOT FOUND   USGS
 OR0360  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0360
 OR0360                          STATION DESCRIPTION
 OR0360
 OR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0360'5 MI E FROM KIMBALL.
 OR0360'ABOUT 5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0360'AND PACIFIC RAILROAD FROM KIMBALL, BRULE COUNTY, AT A ROAD
 OR0360'CROSSING, 66 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 36
 OR0360'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 26.2 FEET EAST
 OR0360'OF THE EAST FENCE LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 OR0360'M 7 1925 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0360'1 INCH ABOVE GROUND.
 OR0360
 OR0360                          STATION RECOVERY (1975)
 OR0360
 OR0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0360'MARK NOT FOUND.
 OR0360
 OR0360                          STATION RECOVERY (2012)
 OR0360
 OR0360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1776 ***********************************************************************
 PU1776  DESIGNATION -  M 7 B 1
 PU1776  PID         -  PU1776
 PU1776  STATE/COUNTY-  SD/BUTTE
 PU1776  COUNTRY     -  US
 PU1776  USGS QUAD   -  MUD BUTTES (2017)
 PU1776
 PU1776                         *CURRENT SURVEY CONTROL
 PU1776  ______________________________________________________________________
 PU1776* NAD 83(1986) POSITION- 44 47 47.     (N) 103 50 52.     (W)   SCALED
 PU1776* NAVD 88 ORTHO HEIGHT -   940.969 (meters)     3087.16  (feet) ADJUSTED
 PU1776  ______________________________________________________________________
 PU1776  GEOID HEIGHT    -        -15.605 (meters)                     GEOID18
 PU1776  DYNAMIC HEIGHT  -        940.715 (meters)     3086.33  (feet) COMP
 PU1776  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 PU1776
 PU1776  VERT ORDER      -  FIRST     CLASS II
 PU1776
 PU1776.The horizontal coordinates were scaled from a map and have
 PU1776.an estimated accuracy of +/- 6 seconds.
 PU1776
 PU1776.The orthometric height was determined by differential leveling and
 PU1776.adjusted by the NATIONAL GEODETIC SURVEY
 PU1776.in June 1991.
 PU1776
 PU1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1776.GEOID18 height accuracy estimate available here.
 PU1776
 PU1776.Click photographs - Photos may exist for this station.
 PU1776
 PU1776.The dynamic height is computed by dividing the NAVD 88
 PU1776.geopotential number by the normal gravity value computed on the
 PU1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1776.degrees latitude (g = 980.6199 gals.).
 PU1776
 PU1776.The modeled gravity was interpolated from observed gravity values.
 PU1776
 PU1776;                    North         East    Units  Estimated Accuracy
 PU1776;SPC SD N     -   114,250.      295,670.      MT  (+/- 180 meters Scaled)
 PU1776
 PU1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK911609(NAD 83)
 PU1776
 PU1776                          SUPERSEDED SURVEY CONTROL
 PU1776
 PU1776  NGVD 29 (??/??/92)  940.49   (m)         3085.6    (f) COMPUTED    1 2
 PU1776
 PU1776.Superseded values are not recommended for survey control.
 PU1776
 PU1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1776.See file dsdata.pdf to determine how the superseded data were derived.
 PU1776
 PU1776_MARKER: Z = SEE DESCRIPTION
 PU1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1776_STAMPING: M 7 B 1
 PU1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1776+STABILITY: SURFACE MOTION
 PU1776
 PU1776  HISTORY     - Date     Condition        Report By
 PU1776  HISTORY     - UNK      MONUMENTED       USAF
 PU1776  HISTORY     - 1962     GOOD             CGS
 PU1776  HISTORY     - 1964     MARK NOT FOUND   CGS
 PU1776
 PU1776                          STATION DESCRIPTION
 PU1776
 PU1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1776'8.8 MI N FROM BELLE FOURCHE.
 PU1776'ABOUT 8.85 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1776'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 26,
 PU1776'T 10 N, R 2 E, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12
 PU1776'FEET EAST OF A POWER POLE, 14 1/2 FEET EAST OF A FENCE, THE CENTER
 PU1776'OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 PU1776'PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF
 PU1776'THE TRIBACH OVER THE CENTER HOLE.
 PU1776
 PU1776                          STATION RECOVERY (1964)
 PU1776
 PU1776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PU1776'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1777 ***********************************************************************
 PU1777  DESIGNATION -  M 7 B 2
 PU1777  PID         -  PU1777
 PU1777  STATE/COUNTY-  SD/BUTTE
 PU1777  COUNTRY     -  US
 PU1777  USGS QUAD   -  MUD BUTTES (2017)
 PU1777
 PU1777                         *CURRENT SURVEY CONTROL
 PU1777  ______________________________________________________________________
 PU1777* NAD 83(1986) POSITION- 44 47 49.     (N) 103 50 24.     (W)   SCALED
 PU1777* NAVD 88 ORTHO HEIGHT -   945.066 (meters)     3100.60  (feet) ADJUSTED
 PU1777  ______________________________________________________________________
 PU1777  GEOID HEIGHT    -        -15.619 (meters)                     GEOID18
 PU1777  DYNAMIC HEIGHT  -        944.812 (meters)     3099.77  (feet) COMP
 PU1777  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 PU1777
 PU1777  VERT ORDER      -  FIRST     CLASS II
 PU1777
 PU1777.The horizontal coordinates were scaled from a map and have
 PU1777.an estimated accuracy of +/- 6 seconds.
 PU1777
 PU1777.The orthometric height was determined by differential leveling and
 PU1777.adjusted by the NATIONAL GEODETIC SURVEY
 PU1777.in June 1991.
 PU1777
 PU1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1777.GEOID18 height accuracy estimate available here.
 PU1777
 PU1777.Click photographs - Photos may exist for this station.
 PU1777
 PU1777.The dynamic height is computed by dividing the NAVD 88
 PU1777.geopotential number by the normal gravity value computed on the
 PU1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1777.degrees latitude (g = 980.6199 gals.).
 PU1777
 PU1777.The modeled gravity was interpolated from observed gravity values.
 PU1777
 PU1777;                    North         East    Units  Estimated Accuracy
 PU1777;SPC SD N     -   114,280.      296,290.      MT  (+/- 180 meters Scaled)
 PU1777
 PU1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK917610(NAD 83)
 PU1777
 PU1777                          SUPERSEDED SURVEY CONTROL
 PU1777
 PU1777  NGVD 29 (??/??/92)  944.58   (m)         3099.0    (f) COMPUTED    1 2
 PU1777
 PU1777.Superseded values are not recommended for survey control.
 PU1777
 PU1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1777.See file dsdata.pdf to determine how the superseded data were derived.
 PU1777
 PU1777_MARKER: Z = SEE DESCRIPTION
 PU1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1777+STABILITY: SURFACE MOTION
 PU1777
 PU1777  HISTORY     - Date     Condition        Report By
 PU1777  HISTORY     - UNK      MONUMENTED       USAF
 PU1777  HISTORY     - 1962     GOOD             CGS
 PU1777
 PU1777                          STATION DESCRIPTION
 PU1777
 PU1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1777'9.2 MI N FROM BELLE FOURCHE.
 PU1777'ABOUT 8.85 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1777'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.4 MILE
 PU1777'EAST ACROSS COUNTRY IN SECTION 26, T 10 N, R 2 E, THE CENTER OF
 PU1777'A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 PU1777'PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF
 PU1777'THE TRIBACH OVER THE CENTER HOLE.  THERE IS NO STAMPING ON THIS
 PU1777'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0483 ***********************************************************************
 QS0483  DESIGNATION -  M 70
 QS0483  PID         -  QS0483
 QS0483  STATE/COUNTY-  SD/DEWEY
 QS0483  COUNTRY     -  US
 QS0483  USGS QUAD   -  PARADE SW (2017)
 QS0483
 QS0483                         *CURRENT SURVEY CONTROL
 QS0483  ______________________________________________________________________
 QS0483* NAD 83(1986) POSITION- 45 00 30.     (N) 101 08 57.     (W)   SCALED
 QS0483* NAVD 88 ORTHO HEIGHT -   730.429 (meters)     2396.42  (feet) ADJUSTED
 QS0483  ______________________________________________________________________
 QS0483  GEOID HEIGHT    -        -21.455 (meters)                     GEOID18
 QS0483  DYNAMIC HEIGHT  -        730.282 (meters)     2395.93  (feet) COMP
 QS0483  MODELED GRAVITY -    980,391.1   (mgal)                       NAVD 88
 QS0483
 QS0483  VERT ORDER      -  SECOND    CLASS 0
 QS0483
 QS0483.The horizontal coordinates were scaled from a map and have
 QS0483.an estimated accuracy of +/- 6 seconds.
 QS0483
 QS0483.The orthometric height was determined by differential leveling and
 QS0483.adjusted by the NATIONAL GEODETIC SURVEY
 QS0483.in June 1991.
 QS0483
 QS0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0483.GEOID18 height accuracy estimate available here.
 QS0483
 QS0483.Click photographs - Photos may exist for this station.
 QS0483
 QS0483.The dynamic height is computed by dividing the NAVD 88
 QS0483.geopotential number by the normal gravity value computed on the
 QS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0483.degrees latitude (g = 980.6199 gals.).
 QS0483
 QS0483.The modeled gravity was interpolated from observed gravity values.
 QS0483
 QS0483;                    North         East    Units  Estimated Accuracy
 QS0483;SPC SD N     -   131,210.      509,410.      MT  (+/- 180 meters Scaled)
 QS0483
 QS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ306861(NAD 83)
 QS0483
 QS0483                          SUPERSEDED SURVEY CONTROL
 QS0483
 QS0483  NGVD 29 (??/??/92)  729.939  (m)         2394.81   (f) ADJ UNCH    2 0
 QS0483
 QS0483.Superseded values are not recommended for survey control.
 QS0483
 QS0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0483.See file dsdata.pdf to determine how the superseded data were derived.
 QS0483
 QS0483_MARKER: DB = BENCH MARK DISK
 QS0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0483_STAMPING: M 70 1934
 QS0483_MARK LOGO: CGS
 QS0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0483+STABILITY: SURFACE MOTION
 QS0483
 QS0483  HISTORY     - Date     Condition        Report By
 QS0483  HISTORY     - 1934     MONUMENTED       CGS
 QS0483  HISTORY     - 1945     GOOD             CGS
 QS0483  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0483
 QS0483                          STATION DESCRIPTION
 QS0483
 QS0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0483'2.6 MI W FROM PARADE.
 QS0483'ABOUT 2.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0483'AND PACIFIC RAILROAD FROM THE STATION AT PARADE, DEWEY COUNTY,
 QS0483'AT MILEPOST 59, AT A ROAD CROSSING, ABOUT 180 FEET NORTHEAST OF THE
 QS0483'CENTER LINE OF THE ROAD, 42 FEET SOUTHEAST OF THE CENTER LINE OF
 QS0483'THE TRACK, 5 FEET SOUTHWEST OF A POLE, AND ABOUT LEVEL WITH THE
 QS0483'TRACK.  A STANDARD DISK, STAMPED M 70 1934 AND SET IN THE TOP OF
 QS0483'A CONCRETE POST.
 QS0483
 QS0483                          STATION RECOVERY (1945)
 QS0483
 QS0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0483'RECOVERED IN GOOD CONDITION.
 QS0483
 QS0483                          STATION RECOVERY (1996)
 QS0483
 QS0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0483'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0268 ***********************************************************************
 QS0268  DESIGNATION -  M 71
 QS0268  PID         -  QS0268
 QS0268  STATE/COUNTY-  SD/DEWEY
 QS0268  COUNTRY     -  US
 QS0268  USGS QUAD   -  TRAIL CITY SW (2017)
 QS0268
 QS0268                         *CURRENT SURVEY CONTROL
 QS0268  ______________________________________________________________________
 QS0268* NAD 83(1986) POSITION- 45 22 02.     (N) 100 37 29.     (W)   SCALED
 QS0268* NAVD 88 ORTHO HEIGHT -   505.547 (meters)     1658.62  (feet) ADJUSTED
 QS0268  ______________________________________________________________________
 QS0268  GEOID HEIGHT    -        -21.705 (meters)                     GEOID18
 QS0268  DYNAMIC HEIGHT  -        505.491 (meters)     1658.43  (feet) COMP
 QS0268  MODELED GRAVITY -    980,490.8   (mgal)                       NAVD 88
 QS0268
 QS0268  VERT ORDER      -  SECOND    CLASS 0
 QS0268
 QS0268.The horizontal coordinates were scaled from a map and have
 QS0268.an estimated accuracy of +/- 6 seconds.
 QS0268
 QS0268.The orthometric height was determined by differential leveling and
 QS0268.adjusted by the NATIONAL GEODETIC SURVEY
 QS0268.in June 1991.
 QS0268
 QS0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0268.GEOID18 height accuracy estimate available here.
 QS0268
 QS0268.Click photographs - Photos may exist for this station.
 QS0268
 QS0268.The dynamic height is computed by dividing the NAVD 88
 QS0268.geopotential number by the normal gravity value computed on the
 QS0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0268.degrees latitude (g = 980.6199 gals.).
 QS0268
 QS0268.The modeled gravity was interpolated from observed gravity values.
 QS0268
 QS0268;                    North         East    Units  Estimated Accuracy
 QS0268;SPC SD N     -   170,640.      551,060.      MT  (+/- 180 meters Scaled)
 QS0268
 QS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR727250(NAD 83)
 QS0268
 QS0268                          SUPERSEDED SURVEY CONTROL
 QS0268
 QS0268  NGVD 29 (??/??/92)  505.160  (m)         1657.35   (f) ADJ UNCH    2 0
 QS0268
 QS0268.Superseded values are not recommended for survey control.
 QS0268
 QS0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0268.See file dsdata.pdf to determine how the superseded data were derived.
 QS0268
 QS0268_MARKER: DB = BENCH MARK DISK
 QS0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0268_STAMPING: M 71 1934
 QS0268_MARK LOGO: CGS
 QS0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0268+STABILITY: SURFACE MOTION
 QS0268
 QS0268  HISTORY     - Date     Condition        Report By
 QS0268  HISTORY     - 1934     MONUMENTED       CGS
 QS0268  HISTORY     - 1940     GOOD             LOCENG
 QS0268
 QS0268                          STATION DESCRIPTION
 QS0268
 QS0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0268'2.7 MI NW FROM PROMISE.
 QS0268'ABOUT 2.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0268'PAUL AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY
 QS0268'COUNTY, 12 FEET EAST OF MILEPOST 10, 54 FEET NORTHEAST OF
 QS0268'THE CENTER LINE OF THE TRACK, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 QS0268'FENCE, 1 FOOT EAST OF A WHITE REFERENCE POST STENCILED U.S.B.M.,
 QS0268'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0268'M 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0268
 QS0268                          STATION RECOVERY (1940)
 QS0268
 QS0268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0303 ***********************************************************************
 PT0303  DESIGNATION -  M 74
 PT0303  PID         -  PT0303
 PT0303  STATE/COUNTY-  SD/STANLEY
 PT0303  COUNTRY     -  US
 PT0303  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0303
 PT0303                         *CURRENT SURVEY CONTROL
 PT0303  ______________________________________________________________________
 PT0303* NAD 83(1986) POSITION- 44 23 19.12   (N) 100 34 25.77   (W)   HD_HELD1
 PT0303* NAVD 88 ORTHO HEIGHT -   585.394 (meters)     1920.58  (feet) POSTED
 PT0303  ______________________________________________________________________
 PT0303  GEOID HEIGHT    -        -23.159 (meters)                     GEOID18
 PT0303  DYNAMIC HEIGHT  -        585.26  (meters)     1920.1   (feet) COMP
 PT0303  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 PT0303
 PT0303  VERT ORDER      -  * POSTED, SEE BELOW
 PT0303
 PT0303.The horizontal coordinates were determined by differentially corrected
 PT0303.hand held GPS observations or other comparable positioning techniques
 PT0303.and have an estimated accuracy of +/- 3 meters.
 PT0303
 PT0303.The orthometric height was determined by differential leveling
 PT0303.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0303
 PT0303.* This is a POSTED BENCH MARK height.
 PT0303
 PT0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0303.GEOID18 height accuracy estimate available here.
 PT0303
 PT0303.Click photographs - Photos may exist for this station.
 PT0303
 PT0303.The dynamic height is computed by dividing the NAVD 88
 PT0303.geopotential number by the normal gravity value computed on the
 PT0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0303.degrees latitude (g = 980.6199 gals.).
 PT0303
 PT0303.The modeled gravity was interpolated from observed gravity values.
 PT0303
 PT0303;                    North         East    Units  Estimated Accuracy
 PT0303;SPC SD S     -   228,365.5     580,837.5     MT  (+/- 3 meters HH1 GPS) 
 PT0303
 PT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7464616244(NAD 83)
 PT0303
 PT0303                          SUPERSEDED SURVEY CONTROL
 PT0303
 PT0303  NGVD 29 (??/??/92)  584.992  (m)         1919.26   (f) ADJ UNCH    2 0
 PT0303
 PT0303.Superseded values are not recommended for survey control.
 PT0303
 PT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0303.See file dsdata.pdf to determine how the superseded data were derived.
 PT0303
 PT0303_MARKER: DB = BENCH MARK DISK
 PT0303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0303_SP_SET: CULVERT HEADWALL
 PT0303_STAMPING: M 74 1934
 PT0303_MARK LOGO: CGS
 PT0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0303+STABILITY: SURFACE MOTION
 PT0303
 PT0303  HISTORY     - Date     Condition        Report By
 PT0303  HISTORY     - 1934     MONUMENTED       CGS
 PT0303
 PT0303                          STATION DESCRIPTION
 PT0303
 PT0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0303'12.9 MI NW FROM FORT PIERRE.
 PT0303'12.9 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0303'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, AT A CULVERT, IN
 PT0303'THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL, AND ABOUT
 PT0303'1 FOOT LOWER THAN THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 PT0303'M 74 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0408 ***********************************************************************
 PT0408  DESIGNATION -  M 75
 PT0408  PID         -  PT0408
 PT0408  STATE/COUNTY-  SD/HAAKON
 PT0408  COUNTRY     -  US
 PT0408  USGS QUAD   -  KIRLEY (2017)
 PT0408
 PT0408                         *CURRENT SURVEY CONTROL
 PT0408  ______________________________________________________________________
 PT0408* NAD 83(1986) POSITION- 44 37 04.     (N) 101 19 00.     (W)   SCALED
 PT0408* NAVD 88 ORTHO HEIGHT -   650.812 (meters)     2135.21  (feet) ADJUSTED
 PT0408  ______________________________________________________________________
 PT0408  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 PT0408  DYNAMIC HEIGHT  -        650.664 (meters)     2134.72  (feet) COMP
 PT0408  MODELED GRAVITY -    980,369.1   (mgal)                       NAVD 88
 PT0408
 PT0408  VERT ORDER      -  SECOND    CLASS 0
 PT0408
 PT0408.The horizontal coordinates were scaled from a map and have
 PT0408.an estimated accuracy of +/- 6 seconds.
 PT0408
 PT0408.The orthometric height was determined by differential leveling and
 PT0408.adjusted by the NATIONAL GEODETIC SURVEY
 PT0408.in June 1991.
 PT0408
 PT0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0408.GEOID18 height accuracy estimate available here.
 PT0408
 PT0408.Click photographs - Photos may exist for this station.
 PT0408
 PT0408.The dynamic height is computed by dividing the NAVD 88
 PT0408.geopotential number by the normal gravity value computed on the
 PT0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0408.degrees latitude (g = 980.6199 gals.).
 PT0408
 PT0408.The modeled gravity was interpolated from observed gravity values.
 PT0408
 PT0408;                    North         East    Units  Estimated Accuracy
 PT0408;SPC SD S     -   254,260.      521,950.      MT  (+/- 180 meters Scaled)
 PT0408
 PT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ162431(NAD 83)
 PT0408
 PT0408                          SUPERSEDED SURVEY CONTROL
 PT0408
 PT0408  NGVD 29 (??/??/92)  650.346  (m)         2133.68   (f) ADJ UNCH    2 0
 PT0408
 PT0408.Superseded values are not recommended for survey control.
 PT0408
 PT0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0408.See file dsdata.pdf to determine how the superseded data were derived.
 PT0408
 PT0408_MARKER: DB = BENCH MARK DISK
 PT0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0408_STAMPING: M 75 1934
 PT0408_MARK LOGO: CGS
 PT0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0408+STABILITY: SURFACE MOTION
 PT0408
 PT0408  HISTORY     - Date     Condition        Report By
 PT0408  HISTORY     - 1934     MONUMENTED       CGS
 PT0408
 PT0408                          STATION DESCRIPTION
 PT0408
 PT0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0408'10.5 MI NE FROM CHERRY CREEK.
 PT0408'10.5 MILES NORTHEAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE
 PT0408'AT CHERRY CREEK, HAAKON COUNTY, 9.1 MILES SOUTHWEST OF THE BRIDGE
 PT0408'ON STATE HIGHWAY 63 OVER CHEYENNE RIVER, AT A SCHOOLHOUSE, AT
 PT0408'A ROAD CROSSING, 55 FEET WEST OF THE CENTERLINE OF THE CROSSROAD,
 PT0408'36 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, INSIDE THE
 PT0408'RIGHT-OF-WAY FENCE, 12 FEET WEST OF A FENCE CORNER, LEVEL WITH
 PT0408'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0334 ***********************************************************************
 PT0334  DESIGNATION -  M 76
 PT0334  PID         -  PT0334
 PT0334  STATE/COUNTY-  SD/JONES
 PT0334  COUNTRY     -  US
 PT0334  USGS QUAD   -  VAN METRE (2017)
 PT0334
 PT0334                         *CURRENT SURVEY CONTROL
 PT0334  ______________________________________________________________________
 PT0334* NAD 83(1986) POSITION- 44 08 38.     (N) 100 49 37.     (W)   SCALED
 PT0334* NAVD 88 ORTHO HEIGHT -   523.996 (meters)     1719.14  (feet) ADJUSTED
 PT0334  ______________________________________________________________________
 PT0334  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 PT0334  DYNAMIC HEIGHT  -        523.860 (meters)     1718.70  (feet) COMP
 PT0334  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 PT0334
 PT0334  VERT ORDER      -  SECOND    CLASS 0
 PT0334
 PT0334.The horizontal coordinates were scaled from a map and have
 PT0334.an estimated accuracy of +/- 6 seconds.
 PT0334
 PT0334.The orthometric height was determined by differential leveling and
 PT0334.adjusted by the NATIONAL GEODETIC SURVEY
 PT0334.in June 1991.
 PT0334
 PT0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0334.GEOID18 height accuracy estimate available here.
 PT0334
 PT0334.Click photographs - Photos may exist for this station.
 PT0334
 PT0334.The dynamic height is computed by dividing the NAVD 88
 PT0334.geopotential number by the normal gravity value computed on the
 PT0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0334.degrees latitude (g = 980.6199 gals.).
 PT0334
 PT0334.The modeled gravity was interpolated from observed gravity values.
 PT0334
 PT0334;                    North         East    Units  Estimated Accuracy
 PT0334;SPC SD S     -   201,260.      560,510.      MT  (+/- 180 meters Scaled)
 PT0334
 PT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP538894(NAD 83)
 PT0334
 PT0334                          SUPERSEDED SURVEY CONTROL
 PT0334
 PT0334  NGVD 29 (??/??/92)  523.572  (m)         1717.75   (f) ADJ UNCH    2 0
 PT0334
 PT0334.Superseded values are not recommended for survey control.
 PT0334
 PT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0334.See file dsdata.pdf to determine how the superseded data were derived.
 PT0334
 PT0334_MARKER: DB = BENCH MARK DISK
 PT0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0334_STAMPING: M 76 1934
 PT0334_MARK LOGO: CGS
 PT0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0334+STABILITY: SURFACE MOTION
 PT0334
 PT0334  HISTORY     - Date     Condition        Report By
 PT0334  HISTORY     - 1934     MONUMENTED       CGS
 PT0334
 PT0334                          STATION DESCRIPTION
 PT0334
 PT0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0334'1.9 MI W FROM VAN METRE.
 PT0334'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0334'THE STATION AT VAN METRE, JONES COUNTY, 3 POLES NORTHEAST OF
 PT0334'MILEPOST 515, AT A ROAD CROSSING, 80 FEET SOUTHEAST OF THE
 PT0334'CENTERLINE OF THE TRACK, 31 FEET SOUTHWEST OF THE CENTERLINE OF
 PT0334'THE ROAD, 21 FEET NORTHWEST OF A FENCE CORNER, AND 1 FOOT
 PT0334'SOUTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED M 76 1934 AND
 PT0334'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0156 ***********************************************************************
 PS0156  DESIGNATION -  M 79
 PS0156  PID         -  PS0156
 PS0156  STATE/COUNTY-  SD/HAND
 PS0156  COUNTRY     -  US
 PS0156  USGS QUAD   -  VAYLAND SW (2017)
 PS0156
 PS0156                         *CURRENT SURVEY CONTROL
 PS0156  ______________________________________________________________________
 PS0156* NAD 83(1986) POSITION- 44 19 29.19   (N) 098 59 01.81   (W)   HD_HELD1
 PS0156* NAVD 88 ORTHO HEIGHT -   584.894 (meters)     1918.94  (feet) ADJUSTED
 PS0156  ______________________________________________________________________
 PS0156  GEOID HEIGHT    -        -24.616 (meters)                     GEOID18
 PS0156  DYNAMIC HEIGHT  -        584.765 (meters)     1918.52  (feet) COMP
 PS0156  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 PS0156
 PS0156  VERT ORDER      -  SECOND    CLASS 0
 PS0156
 PS0156.The horizontal coordinates were determined by differentially corrected
 PS0156.hand held GPS observations or other comparable positioning techniques
 PS0156.and have an estimated accuracy of +/- 3 meters.
 PS0156
 PS0156.The orthometric height was determined by differential leveling and
 PS0156.adjusted by the NATIONAL GEODETIC SURVEY
 PS0156.in June 1991.
 PS0156
 PS0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0156.GEOID18 height accuracy estimate available here.
 PS0156
 PS0156.Click photographs - Photos may exist for this station.
 PS0156
 PS0156.The dynamic height is computed by dividing the NAVD 88
 PS0156.geopotential number by the normal gravity value computed on the
 PS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0156.degrees latitude (g = 980.6199 gals.).
 PS0156
 PS0156.The modeled gravity was interpolated from observed gravity values.
 PS0156
 PS0156;                    North         East    Units  Estimated Accuracy
 PS0156;SPC SD N     -    55,119.3     681,056.1     MT  (+/- 3 meters HH1 GPS) 
 PS0156
 PS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0128807946(NAD 83)
 PS0156
 PS0156                          SUPERSEDED SURVEY CONTROL
 PS0156
 PS0156  NGVD 29 (??/??/92)  584.523  (m)         1917.72   (f) ADJ UNCH    2 0
 PS0156
 PS0156.Superseded values are not recommended for survey control.
 PS0156
 PS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0156.See file dsdata.pdf to determine how the superseded data were derived.
 PS0156
 PS0156_MARKER: DB = BENCH MARK DISK
 PS0156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0156_SP_SET: BOX CULVERT HEADWALL
 PS0156_STAMPING: M 79 1934
 PS0156_MARK LOGO: CGS
 PS0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0156+STABILITY: SURFACE MOTION
 PS0156
 PS0156  HISTORY     - Date     Condition        Report By
 PS0156  HISTORY     - 1934     MONUMENTED       CGS
 PS0156  HISTORY     - 1952     GOOD             CGS
 PS0156
 PS0156                          STATION DESCRIPTION
 PS0156
 PS0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PS0156'13.5 MI S FROM MILLER.
 PS0156'13.5 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0156'AT MILLER, HAND COUNTY, ABOUT 230 YARDS SOUTH OF A CROSS ROAD AT
 PS0156'THE BOTTOM OF A SLOPE, ABOUT 180 FEET NORTH OF A T-FENCE EAST OF A
 PS0156'SMALL GROVE, AT 3- BY 3-FOOT REINFORCED CONCRETE-BOX CULVERT GC E
 PS0156'16 1, IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL,
 PS0156'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 PS0156'STAMPED M 79 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0769 ***********************************************************************
 OR0769  DESIGNATION -  M 8
 OR0769  PID         -  OR0769
 OR0769  STATE/COUNTY-  SD/LYMAN
 OR0769  COUNTRY     -  US
 OR0769  USGS QUAD   -  KENNEBEC (2017)
 OR0769
 OR0769                         *CURRENT SURVEY CONTROL
 OR0769  ______________________________________________________________________
 OR0769* NAD 83(1986) POSITION- 43 54 07.8    (N) 099 51 43.8    (W)   HD_HELD2
 OR0769* NAVD 88 ORTHO HEIGHT -   515.590 (meters)     1691.56  (feet) ADJUSTED
 OR0769  ______________________________________________________________________
 OR0769  GEOID HEIGHT    -        -25.300 (meters)                     GEOID18
 OR0769  DYNAMIC HEIGHT  -        515.439 (meters)     1691.07  (feet) COMP
 OR0769  MODELED GRAVITY -    980,311.1   (mgal)                       NAVD 88
 OR0769
 OR0769  VERT ORDER      -  FIRST     CLASS II
 OR0769
 OR0769.The horizontal coordinates were established by autonomous hand held GPS
 OR0769.observations and have an estimated accuracy of +/- 10 meters.
 OR0769
 OR0769.The orthometric height was determined by differential leveling and
 OR0769.adjusted by the NATIONAL GEODETIC SURVEY
 OR0769.in June 1991.
 OR0769
 OR0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0769.GEOID18 height accuracy estimate available here.
 OR0769
 OR0769.Click photographs - Photos may exist for this station.
 OR0769
 OR0769.The dynamic height is computed by dividing the NAVD 88
 OR0769.geopotential number by the normal gravity value computed on the
 OR0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0769.degrees latitude (g = 980.6199 gals.).
 OR0769
 OR0769.The modeled gravity was interpolated from observed gravity values.
 OR0769
 OR0769;                    North         East    Units  Estimated Accuracy
 OR0769;SPC SD S     -   174,393.      637,849.      MT  (+/- 10 meters HH2 GPS)
 OR0769
 OR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3076261368(NAD 83)
 OR0769
 OR0769                          SUPERSEDED SURVEY CONTROL
 OR0769
 OR0769  NGVD 29 (??/??/92)  515.207  (m)         1690.31   (f) ADJ UNCH    1 2
 OR0769
 OR0769.Superseded values are not recommended for survey control.
 OR0769
 OR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0769.See file dsdata.pdf to determine how the superseded data were derived.
 OR0769
 OR0769_MARKER: DB = BENCH MARK DISK
 OR0769_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OR0769_SP_SET: PARAPET
 OR0769_STAMPING: 1690.308 M 8 1925
 OR0769_MARK LOGO: CGS
 OR0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0769+STABILITY: SURFACE MOTION
 OR0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0769+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1991
 OR0769
 OR0769  HISTORY     - Date     Condition        Report By
 OR0769  HISTORY     - 1925     MONUMENTED       CGS
 OR0769  HISTORY     - 1935     GOOD             CGS
 OR0769  HISTORY     - 19910628 GOOD             NGS
 OR0769
 OR0769                          STATION DESCRIPTION
 OR0769
 OR0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0769'AT KENNEBEC.
 OR0769'AT KENNEBEC, LYMAN COUNTY, AT THE COUNTY COURTHOUSE, AND IN THE
 OR0769'TOP OF THE NORTH PARAPET WALL AT THE WEST ENTRANCE.  A STANDARD
 OR0769'DISK, STAMPED 1690.308 H 8 1925.
 OR0769
 OR0769                          STATION RECOVERY (1935)
 OR0769
 OR0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0769'RECOVERED IN GOOD CONDITION.
 OR0769
 OR0769                          STATION RECOVERY (1991)
 OR0769
 OR0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0769'0.8 M (2.6 FT) NORTHERLY ALONG STATE HIGHWAY 273 FROM THE JUNCTION OF
 OR0769'INTERSTATE HIGHWAY 90 (EXIT 235) IN KENNEBEC, THENCE 0.3 KM (0.2 MI)
 OR0769'EASTERLY ALONG A PAVED ROAD, IN THE PARAPET AT THE WEST ENTRANCE TO
 OR0769'THE COURTHOUSE, 52.1 M (170.9 FT) SOUTH OF THE ROAD CENTER, 1.3 M
 OR0769'(4.3 FT) NORTH OF THE CENTER OF THE WEST ENTRANCE DOOR, AND 0.4 M
 OR0769'(1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1740 ***********************************************************************
 PU1740  DESIGNATION -  M 8 B 1
 PU1740  PID         -  PU1740
 PU1740  STATE/COUNTY-  SD/BUTTE
 PU1740  COUNTRY     -  US
 PU1740  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1740
 PU1740                         *CURRENT SURVEY CONTROL
 PU1740  ______________________________________________________________________
 PU1740* NAD 83(1986) POSITION- 44 43 23.     (N) 103 51 08.     (W)   SCALED
 PU1740* NAVD 88 ORTHO HEIGHT -   948.489 (meters)     3111.83  (feet) ADJUSTED
 PU1740  ______________________________________________________________________
 PU1740  GEOID HEIGHT    -        -15.448 (meters)                     GEOID18
 PU1740  DYNAMIC HEIGHT  -        948.229 (meters)     3110.98  (feet) COMP
 PU1740  MODELED GRAVITY -    980,310.8   (mgal)                       NAVD 88
 PU1740
 PU1740  VERT ORDER      -  FIRST     CLASS II
 PU1740
 PU1740.The horizontal coordinates were scaled from a map and have
 PU1740.an estimated accuracy of +/- 6 seconds.
 PU1740
 PU1740.The orthometric height was determined by differential leveling and
 PU1740.adjusted by the NATIONAL GEODETIC SURVEY
 PU1740.in June 1991.
 PU1740
 PU1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1740.GEOID18 height accuracy estimate available here.
 PU1740
 PU1740.Click photographs - Photos may exist for this station.
 PU1740
 PU1740.The dynamic height is computed by dividing the NAVD 88
 PU1740.geopotential number by the normal gravity value computed on the
 PU1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1740.degrees latitude (g = 980.6199 gals.).
 PU1740
 PU1740.The modeled gravity was interpolated from observed gravity values.
 PU1740
 PU1740;                    North         East    Units  Estimated Accuracy
 PU1740;SPC SD N     -   106,130.      294,930.      MT  (+/- 180 meters Scaled)
 PU1740
 PU1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK908528(NAD 83)
 PU1740
 PU1740                          SUPERSEDED SURVEY CONTROL
 PU1740
 PU1740  NGVD 29 (??/??/92)  948.01   (m)         3110.3    (f) COMPUTED    1 2
 PU1740
 PU1740.Superseded values are not recommended for survey control.
 PU1740
 PU1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1740.See file dsdata.pdf to determine how the superseded data were derived.
 PU1740
 PU1740_MARKER: Z = SEE DESCRIPTION
 PU1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1740_STAMPING: M 8 B 1
 PU1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1740+STABILITY: SURFACE MOTION
 PU1740
 PU1740  HISTORY     - Date     Condition        Report By
 PU1740  HISTORY     - UNK      MONUMENTED       USAF
 PU1740  HISTORY     - 1962     GOOD             CGS
 PU1740  HISTORY     - 1964     MARK NOT FOUND   CGS
 PU1740
 PU1740                          STATION DESCRIPTION
 PU1740
 PU1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1740'3.8 MI N FROM BELLE FOURCHE.
 PU1740'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1740'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1740'23, T 9 N, R 2 E, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1740'1 1/2 FEET EAST OF A FENCE, THE CENTER OF A TRIBACH MOUNTED ON
 PU1740'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 PU1740'NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER
 PU1740'THE CENTER HOLE.
 PU1740
 PU1740                          STATION RECOVERY (1964)
 PU1740
 PU1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PU1740'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1739 ***********************************************************************
 PU1739  DESIGNATION -  M 8 B 2
 PU1739  PID         -  PU1739
 PU1739  STATE/COUNTY-  SD/BUTTE
 PU1739  COUNTRY     -  US
 PU1739  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1739
 PU1739                         *CURRENT SURVEY CONTROL
 PU1739  ______________________________________________________________________
 PU1739* NAD 83(1986) POSITION- 44 43 22.     (N) 103 50 53.     (W)   SCALED
 PU1739* NAVD 88 ORTHO HEIGHT -   950.019 (meters)     3116.85  (feet) ADJUSTED
 PU1739  ______________________________________________________________________
 PU1739  GEOID HEIGHT    -        -15.454 (meters)                     GEOID18
 PU1739  DYNAMIC HEIGHT  -        949.760 (meters)     3116.00  (feet) COMP
 PU1739  MODELED GRAVITY -    980,311.6   (mgal)                       NAVD 88
 PU1739
 PU1739  VERT ORDER      -  FIRST     CLASS II
 PU1739
 PU1739.The horizontal coordinates were scaled from a map and have
 PU1739.an estimated accuracy of +/- 6 seconds.
 PU1739
 PU1739.The orthometric height was determined by differential leveling and
 PU1739.adjusted by the NATIONAL GEODETIC SURVEY
 PU1739.in June 1991.
 PU1739
 PU1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1739.GEOID18 height accuracy estimate available here.
 PU1739
 PU1739.Click photographs - Photos may exist for this station.
 PU1739
 PU1739.The dynamic height is computed by dividing the NAVD 88
 PU1739.geopotential number by the normal gravity value computed on the
 PU1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1739.degrees latitude (g = 980.6199 gals.).
 PU1739
 PU1739.The modeled gravity was interpolated from observed gravity values.
 PU1739
 PU1739;                    North         East    Units  Estimated Accuracy
 PU1739;SPC SD N     -   106,080.      295,260.      MT  (+/- 180 meters Scaled)
 PU1739
 PU1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK912528(NAD 83)
 PU1739
 PU1739                          SUPERSEDED SURVEY CONTROL
 PU1739
 PU1739  NGVD 29 (??/??/92)  949.54   (m)         3115.3    (f) COMPUTED    1 2
 PU1739
 PU1739.Superseded values are not recommended for survey control.
 PU1739
 PU1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1739.See file dsdata.pdf to determine how the superseded data were derived.
 PU1739
 PU1739_MARKER: Z = SEE DESCRIPTION
 PU1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1739+STABILITY: SURFACE MOTION
 PU1739
 PU1739  HISTORY     - Date     Condition        Report By
 PU1739  HISTORY     - UNK      MONUMENTED       USAF
 PU1739  HISTORY     - 1962     GOOD             CGS
 PU1739  HISTORY     - 1964     MARK NOT FOUND   CGS
 PU1739
 PU1739                          STATION DESCRIPTION
 PU1739
 PU1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1739'4 MI N FROM BELLE FOURCHE.
 PU1739'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1739'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.25
 PU1739'MILE EAST ACROSS COUNTRY TO THE TOP OF A SMALL RIDGE IN SECTION
 PU1739'23, T 9 N, R 2 E, THE CENTER OF A TRIBACH MOUNTED ON THE TOP
 PU1739'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  NOTE-- THE
 PU1739'ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER THE CENTER
 PU1739'HOLE.  THERE IS NO STAMPING ON THIS MARK.
 PU1739
 PU1739                          STATION RECOVERY (1964)
 PU1739
 PU1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PU1739'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0753 ***********************************************************************
 PS0753  DESIGNATION -  M 80 RESET
 PS0753  PID         -  PS0753
 PS0753  STATE/COUNTY-  SD/FAULK
 PS0753  COUNTRY     -  US
 PS0753  USGS QUAD   -  ORIENT (2017)
 PS0753
 PS0753                         *CURRENT SURVEY CONTROL
 PS0753  ______________________________________________________________________
 PS0753* NAD 83(1986) POSITION- 44 55 45.     (N) 099 01 23.     (W)   SCALED
 PS0753* NAVD 88 ORTHO HEIGHT -   454.742 (meters)     1491.93  (feet) ADJUSTED
 PS0753  ______________________________________________________________________
 PS0753  GEOID HEIGHT    -        -23.883 (meters)                     GEOID18
 PS0753  DYNAMIC HEIGHT  -        454.682 (meters)     1491.74  (feet) COMP
 PS0753  MODELED GRAVITY -    980,471.6   (mgal)                       NAVD 88
 PS0753
 PS0753  VERT ORDER      -  FIRST     CLASS II
 PS0753
 PS0753.The horizontal coordinates were scaled from a map and have
 PS0753.an estimated accuracy of +/- 6 seconds.
 PS0753
 PS0753.The orthometric height was determined by differential leveling and
 PS0753.adjusted by the NATIONAL GEODETIC SURVEY
 PS0753.in July 1998.
 PS0753
 PS0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0753.GEOID18 height accuracy estimate available here.
 PS0753
 PS0753.Click photographs - Photos may exist for this station.
 PS0753
 PS0753.The dynamic height is computed by dividing the NAVD 88
 PS0753.geopotential number by the normal gravity value computed on the
 PS0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0753.degrees latitude (g = 980.6199 gals.).
 PS0753
 PS0753.The modeled gravity was interpolated from observed gravity values.
 PS0753
 PS0753;                    North         East    Units  Estimated Accuracy
 PS0753;SPC SD N     -   122,240.      677,120.      MT  (+/- 180 meters Scaled)
 PS0753
 PS0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ981750(NAD 83)
 PS0753
 PS0753                          SUPERSEDED SURVEY CONTROL
 PS0753
 PS0753  NGVD 29 (04/17/07)  454.40   (m)         1490.8    (f) RESET       3  
 PS0753
 PS0753.Superseded values are not recommended for survey control.
 PS0753
 PS0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0753.See file dsdata.pdf to determine how the superseded data were derived.
 PS0753
 PS0753_MARKER: DV = VERTICAL CONTROL DISK
 PS0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0753_STAMPING: M 80 RESET 1988
 PS0753_MARK LOGO: NGS
 PS0753_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0753+STABILITY: SURFACE MOTION
 PS0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0753+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 PS0753
 PS0753  HISTORY     - Date     Condition        Report By
 PS0753  HISTORY     - 1988     MONUMENTED       NGS
 PS0753  HISTORY     - 19960602 GOOD             NGS
 PS0753
 PS0753                          STATION DESCRIPTION
 PS0753
 PS0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PS0753'19.85 KM (12.35 MI) EAST ALONG U.S. HIGHWAY 212, FROM THE POST
 PS0753'OFFICE IN FAULKTON, 22.6 M (74.1 FT) WEST OF CENTER OF 212,
 PS0753'0.3 M (1.0 FT) EAST OF A WITNESS POST, IN THE TOP OF A CONCRETE
 PS0753'POST THAT PROJECTS 0.15 M (0.5 FT).
 PS0753
 PS0753                          STATION RECOVERY (1996)
 PS0753
 PS0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0753'19.6 KM (12.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PS0753'OFFICE IN FAULKTON, 812.0 M (2664.0 FT) EAST OF MILEPOST 229, 780.0 M
 PS0753'(2559.0 FT) WEST OF MILEPOST 280, 36.3 M (119.1 FT) SOUTH OF THE WEST
 PS0753'END OF A CULVERT UNDER THE HIGHWAY, 22.6 M (74.1 FT) WEST OF THE
 PS0753'HIGHWAY CENTERLINE, 14.7 M (48.2 FT) NORTH OF A FENCE CORNER, 2.0 M
 PS0753'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) EAST OF A
 PS0753'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 PS0753'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0115 ***********************************************************************
 PS0115  DESIGNATION -  M 81
 PS0115  PID         -  PS0115
 PS0115  STATE/COUNTY-  SD/JERAULD
 PS0115  COUNTRY     -  US
 PS0115  USGS QUAD   -  LANE (2017)
 PS0115
 PS0115                         *CURRENT SURVEY CONTROL
 PS0115  ______________________________________________________________________
 PS0115* NAD 83(1986) POSITION- 44 04 38.     (N) 098 29 32.     (W)   SCALED
 PS0115* NAVD 88 ORTHO HEIGHT -   430.092 (meters)     1411.06  (feet) ADJUSTED
 PS0115  ______________________________________________________________________
 PS0115  GEOID HEIGHT    -        -25.329 (meters)                     GEOID18
 PS0115  DYNAMIC HEIGHT  -        430.000 (meters)     1410.76  (feet) COMP
 PS0115  MODELED GRAVITY -    980,391.8   (mgal)                       NAVD 88
 PS0115
 PS0115  VERT ORDER      -  SECOND    CLASS 0
 PS0115
 PS0115.The horizontal coordinates were scaled from a map and have
 PS0115.an estimated accuracy of +/- 6 seconds.
 PS0115
 PS0115.The orthometric height was determined by differential leveling and
 PS0115.adjusted by the NATIONAL GEODETIC SURVEY
 PS0115.in June 1991.
 PS0115
 PS0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0115.GEOID18 height accuracy estimate available here.
 PS0115
 PS0115.Click photographs - Photos may exist for this station.
 PS0115
 PS0115.The dynamic height is computed by dividing the NAVD 88
 PS0115.geopotential number by the normal gravity value computed on the
 PS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0115.degrees latitude (g = 980.6199 gals.).
 PS0115
 PS0115.The modeled gravity was interpolated from observed gravity values.
 PS0115
 PS0115;                    North         East    Units  Estimated Accuracy
 PS0115;SPC SD S     -   195,370.      747,460.      MT  (+/- 180 meters Scaled)
 PS0115
 PS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP406805(NAD 83)
 PS0115
 PS0115                          SUPERSEDED SURVEY CONTROL
 PS0115
 PS0115  NGVD 29 (??/??/92)  429.773  (m)         1410.01   (f) ADJ UNCH    2 0
 PS0115
 PS0115.Superseded values are not recommended for survey control.
 PS0115
 PS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0115.See file dsdata.pdf to determine how the superseded data were derived.
 PS0115
 PS0115_MARKER: DB = BENCH MARK DISK
 PS0115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0115_SP_SET: CULVERT HEADWALL
 PS0115_STAMPING: M 81 1934
 PS0115_MARK LOGO: CGS
 PS0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0115+STABILITY: SURFACE MOTION
 PS0115
 PS0115  HISTORY     - Date     Condition        Report By
 PS0115  HISTORY     - 1934     MONUMENTED       CGS
 PS0115  HISTORY     - 1973     GOOD             USGS
 PS0115
 PS0115                          STATION DESCRIPTION
 PS0115
 PS0115'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PS0115'4.1 MI E FROM HURON.
 PS0115'4.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0115'RAILROAD FROM THE STATION AT WESSINGTON SPRINGS, JERAULD COUNTY,
 PS0115'11 POLES EAST OF MILEPOST 405, NEAR THE NORTH SIXTEENTH CORNER
 PS0115'BETWEEN SECS. 13 AND 14, T. 107 N., R. 64 W.  22 FT. NORTH OF
 PS0115'THE CENTERLINE OF THE TRACK AND 15 FT. EAST OF THE CENTERLINE
 PS0115'OF THE SECTION LINE ROAD, AT A 2-FOOT CONCRETE-PIPE CULVERT,
 PS0115'IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL, AND 0.5 FT.
 PS0115'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED M 81 1934.
 PS0115'NOTE-- U.S. HIGHWAY 281 IS NOW TWO MILES EAST OF THIS DISK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0592 ***********************************************************************
 PR0592  DESIGNATION -  M 82 RESET
 PR0592  PID         -  PR0592
 PR0592  STATE/COUNTY-  SD/MINER
 PR0592  COUNTRY     -  US
 PR0592  USGS QUAD   -  FEDORA (2017)
 PR0592
 PR0592                         *CURRENT SURVEY CONTROL
 PR0592  ______________________________________________________________________
 PR0592* NAD 83(1986) POSITION- 44 00 32.     (N) 097 47 14.     (W)   SCALED
 PR0592* NAVD 88 ORTHO HEIGHT -   413.87  (meters)     1357.8   (feet) RESET
 PR0592  ______________________________________________________________________
 PR0592  GEOID HEIGHT    -        -25.699 (meters)                     GEOID18
 PR0592  VERT ORDER      -  THIRD
 PR0592
 PR0592.The horizontal coordinates were scaled from a map and have
 PR0592.an estimated accuracy of +/- 6 seconds.
 PR0592
 PR0592.The orthometric height was computed from unverified reset data.
 PR0592
 PR0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0592.GEOID18 height accuracy estimate available here.
 PR0592
 PR0592.Click photographs - Photos may exist for this station.
 PR0592
 PR0592;                    North         East    Units  Estimated Accuracy
 PR0592;SPC SD S     -   189,270.      804,140.      MT  (+/- 180 meters Scaled)
 PR0592
 PR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP972735(NAD 83)
 PR0592
 PR0592                          SUPERSEDED SURVEY CONTROL
 PR0592
 PR0592.No superseded survey control is available for this station.
 PR0592
 PR0592_MARKER: DB = BENCH MARK DISK
 PR0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0592_STAMPING: M 82 RESET 1940
 PR0592_MARK LOGO: CGS
 PR0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0592+STABILITY: SURFACE MOTION
 PR0592
 PR0592  HISTORY     - Date     Condition        Report By
 PR0592  HISTORY     - 1940     MONUMENTED       SDHD
 PR0592  HISTORY     - 1941     GOOD             CGS
 PR0592  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0592
 PR0592                          STATION DESCRIPTION
 PR0592
 PR0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PR0592'AT FEDORA.
 PR0592'AT FEDORA, MINER COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0592'AND PACIFIC RAILROAD, 6 POLES EAST OF THE STATION, 3 POLES WEST
 PR0592'OF MILEPOST 368, 35 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 PR0592'AND 85 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 34.  A
 PR0592'STANDARD DISK, STAMPED M 82 RESET 1940 AND SET IN THE TOP OF A
 PR0592'CONCRETE POST.
 PR0592
 PR0592                          STATION RECOVERY (1973)
 PR0592
 PR0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0592'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0544 ***********************************************************************
 PR0544  DESIGNATION -  M 83
 PR0544  PID         -  PR0544
 PR0544  STATE/COUNTY-  SD/KINGSBURY
 PR0544  COUNTRY     -  US
 PR0544  USGS QUAD   -  IROQUOIS (2017)
 PR0544
 PR0544                         *CURRENT SURVEY CONTROL
 PR0544  ______________________________________________________________________
 PR0544* NAD 83(1986) POSITION- 44 22 00.9    (N) 097 50 56.4    (W)   HD_HELD2
 PR0544* NAVD 88 ORTHO HEIGHT -   427.130 (meters)     1401.34  (feet) ADJUSTED
 PR0544  ______________________________________________________________________
 PR0544  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 PR0544  DYNAMIC HEIGHT  -        427.055 (meters)     1401.10  (feet) COMP
 PR0544  MODELED GRAVITY -    980,430.4   (mgal)                       NAVD 88
 PR0544
 PR0544  VERT ORDER      -  FIRST     CLASS II
 PR0544
 PR0544.The horizontal coordinates were established by autonomous hand held GPS
 PR0544.observations and have an estimated accuracy of +/- 10 meters.
 PR0544
 PR0544.The orthometric height was determined by differential leveling and
 PR0544.adjusted by the NATIONAL GEODETIC SURVEY
 PR0544.in October 1997.
 PR0544
 PR0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0544.GEOID18 height accuracy estimate available here.
 PR0544
 PR0544.Click photographs - Photos may exist for this station.
 PR0544
 PR0544.The dynamic height is computed by dividing the NAVD 88
 PR0544.geopotential number by the normal gravity value computed on the
 PR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0544.degrees latitude (g = 980.6199 gals.).
 PR0544
 PR0544.The modeled gravity was interpolated from observed gravity values.
 PR0544
 PR0544;                    North         East    Units  Estimated Accuracy
 PR0544;SPC SD N     -    61,571.      771,438.      MT  (+/- 10 meters HH2 GPS)
 PR0544
 PR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ9170913270(NAD 83)
 PR0544
 PR0544                          SUPERSEDED SURVEY CONTROL
 PR0544
 PR0544  NAVD 88 (06/15/91)  424.906  (m)         1394.05   (f) SUPERSEDED  1 2
 PR0544  NGVD 29 (??/??/92)  424.641  (m)         1393.18   (f) ADJ UNCH    1 2
 PR0544
 PR0544.Superseded values are not recommended for survey control.
 PR0544
 PR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0544.See file dsdata.pdf to determine how the superseded data were derived.
 PR0544
 PR0544_MARKER: DB = BENCH MARK DISK
 PR0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0544_SP_SET: BUILDING
 PR0544_STAMPING: M 83 1934
 PR0544_MARK LOGO: CGS
 PR0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0544+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 PR0544
 PR0544  HISTORY     - Date     Condition        Report By
 PR0544  HISTORY     - 1934     MONUMENTED       CGS
 PR0544  HISTORY     - 19941004 GOOD             NGS
 PR0544
 PR0544                          STATION DESCRIPTION
 PR0544
 PR0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0544'AT IROQUOIS.
 PR0544'AT IROQUOIS, KINGSBURY COUNTY, AT THE FARMERS AND MERCHANTS
 PR0544'STATE BANK BUILDING, IN THE NORTH BRICK WALL, 16 INCHES EAST
 PR0544'OF THE NORTHWEST CORNER, AND ABOUT 4 FEET ABOVE THE SIDEWALK.
 PR0544'A STANDARD DISK, STAMPED M 83 1934 AND SET VERTICALLY.
 PR0544
 PR0544                          STATION RECOVERY (1994)
 PR0544
 PR0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0544'IN IROQUOIS, AT THE INTERSECTION OF OTTAWA AND WASHITA STREETS, SET
 PR0544'VERTICALLY IN THE NORTH FACE OF A BRICK BUILDING, 15.7 M (51.5 FT)
 PR0544'EAST OF THE CENTER OF OTTAWA STREET, 12.5 M (41.0 FT) SOUTH OF THE
 PR0544'CENTER OF WASHITA STREET, 1.1 M (3.6 FT) ABOVE THE LEVEL OF A SIDE
 PR0544'WALK, AND 0.4 M (1.3 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0059 ***********************************************************************
 PS0059  DESIGNATION -  M 84
 PS0059  PID         -  PS0059
 PS0059  STATE/COUNTY-  SD/SPINK
 PS0059  COUNTRY     -  US
 PS0059  USGS QUAD   -  DOLAND SE (2017)
 PS0059
 PS0059                         *CURRENT SURVEY CONTROL
 PS0059  ______________________________________________________________________
 PS0059* NAD 83(1986) POSITION- 44 48 47.92   (N) 098 05 56.47   (W)   HD_HELD1
 PS0059* NAVD 88 ORTHO HEIGHT -   429.207 (meters)     1408.16  (feet) ADJUSTED
 PS0059  ______________________________________________________________________
 PS0059  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 PS0059  DYNAMIC HEIGHT  -        429.158 (meters)     1408.00  (feet) COMP
 PS0059  MODELED GRAVITY -    980,489.9   (mgal)                       NAVD 88
 PS0059
 PS0059  VERT ORDER      -  SECOND    CLASS 0
 PS0059
 PS0059.The horizontal coordinates were determined by differentially corrected
 PS0059.hand held GPS observations or other comparable positioning techniques
 PS0059.and have an estimated accuracy of +/- 3 meters.
 PS0059
 PS0059.The orthometric height was determined by differential leveling and
 PS0059.adjusted by the NATIONAL GEODETIC SURVEY
 PS0059.in June 1991.
 PS0059
 PS0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0059.GEOID18 height accuracy estimate available here.
 PS0059
 PS0059.Click photographs - Photos may exist for this station.
 PS0059
 PS0059.The dynamic height is computed by dividing the NAVD 88
 PS0059.geopotential number by the normal gravity value computed on the
 PS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0059.degrees latitude (g = 980.6199 gals.).
 PS0059
 PS0059.The modeled gravity was interpolated from observed gravity values.
 PS0059
 PS0059;                    North         East    Units  Estimated Accuracy
 PS0059;SPC SD N     -   110,662.4     750,350.6     MT  (+/- 3 meters HH1 GPS) 
 PS0059
 PS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7124162606(NAD 83)
 PS0059
 PS0059                          SUPERSEDED SURVEY CONTROL
 PS0059
 PS0059  NGVD 29 (??/??/92)  428.924  (m)         1407.23   (f) ADJ UNCH    2 0
 PS0059
 PS0059.Superseded values are not recommended for survey control.
 PS0059
 PS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0059.See file dsdata.pdf to determine how the superseded data were derived.
 PS0059
 PS0059_MARKER: DB = BENCH MARK DISK
 PS0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0059_SP_SET: CULVERT HEADWALL
 PS0059_STAMPING: M 84 1934
 PS0059_MARK LOGO: CGS
 PS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0059+STABILITY: SURFACE MOTION
 PS0059
 PS0059  HISTORY     - Date     Condition        Report By
 PS0059  HISTORY     - 1934     MONUMENTED       CGS
 PS0059  HISTORY     - 1961     MARK NOT FOUND   CGS
 PS0059
 PS0059                          STATION DESCRIPTION
 PS0059
 PS0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0059'6 MI S FROM DOLAND.
 PS0059'6.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE CITY WATER TANK
 PS0059'AT DOLAND, SPINK COUNTY, AT THE TOP OF A HILL, AT A 16-INCH
 PS0059'CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 PS0059'HEADWALL, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 PS0059'6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0059'M 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0280 ***********************************************************************
 QQ0280  DESIGNATION -  M 85
 QQ0280  PID         -  QQ0280
 QQ0280  STATE/COUNTY-  SD/CLARK
 QQ0280  COUNTRY     -  US
 QQ0280  USGS QUAD   -  HEGGS LAKE (2017)
 QQ0280
 QQ0280                         *CURRENT SURVEY CONTROL
 QQ0280  ______________________________________________________________________
 QQ0280* NAD 83(1986) POSITION- 45 05 18.     (N) 097 33 19.     (W)   SCALED
 QQ0280* NAVD 88 ORTHO HEIGHT -   558.146 (meters)     1831.18  (feet) ADJUSTED
 QQ0280  ______________________________________________________________________
 QQ0280  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 QQ0280  DYNAMIC HEIGHT  -        558.071 (meters)     1830.94  (feet) COMP
 QQ0280  MODELED GRAVITY -    980,464.3   (mgal)                       NAVD 88
 QQ0280
 QQ0280  VERT ORDER      -  SECOND    CLASS 0
 QQ0280
 QQ0280.The horizontal coordinates were scaled from a map and have
 QQ0280.an estimated accuracy of +/- 6 seconds.
 QQ0280
 QQ0280.The orthometric height was determined by differential leveling and
 QQ0280.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0280.in June 1991.
 QQ0280
 QQ0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0280.GEOID18 height accuracy estimate available here.
 QQ0280
 QQ0280.Click photographs - Photos may exist for this station.
 QQ0280
 QQ0280.The dynamic height is computed by dividing the NAVD 88
 QQ0280.geopotential number by the normal gravity value computed on the
 QQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0280.degrees latitude (g = 980.6199 gals.).
 QQ0280
 QQ0280.The modeled gravity was interpolated from observed gravity values.
 QQ0280
 QQ0280;                    North         East    Units  Estimated Accuracy
 QQ0280;SPC SD N     -   142,360.      792,420.      MT  (+/- 180 meters Scaled)
 QQ0280
 QQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ136937(NAD 83)
 QQ0280
 QQ0280                          SUPERSEDED SURVEY CONTROL
 QQ0280
 QQ0280  NGVD 29 (??/??/92)  557.830  (m)         1830.15   (f) ADJ UNCH    2 0
 QQ0280
 QQ0280.Superseded values are not recommended for survey control.
 QQ0280
 QQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0280.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0280
 QQ0280_MARKER: DB = BENCH MARK DISK
 QQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0280_STAMPING: M 85 1934
 QQ0280_MARK LOGO: CGS
 QQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0280+STABILITY: SURFACE MOTION
 QQ0280
 QQ0280  HISTORY     - Date     Condition        Report By
 QQ0280  HISTORY     - 1934     MONUMENTED       CGS
 QQ0280
 QQ0280                          STATION DESCRIPTION
 QQ0280
 QQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0280'3.7 MI W FROM WALLACE.
 QQ0280'IN CLARK COUNTY, ABOUT 3.7 MILES WEST ALONG THE MINNEAPOLIS AND
 QQ0280'ST. LOUIS RAILROAD FROM THE STATION AT WALLACE, CODINGTON COUNTY,
 QQ0280'ABOUT 9-1/2 POLES EAST OF MILEPOST 262, AT A PUBLIC-ROAD CROSSING,
 QQ0280'30 FEET WEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE
 QQ0280'CENTER LINE OF THE TRACK, 3 FEET WEST AND 2 FEET NORTH OF A
 QQ0280'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 QQ0280'A STANDARD DISK, STAMPED M 85 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0280'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0247 ***********************************************************************
 QR0247  DESIGNATION -  M 87
 QR0247  PID         -  QR0247
 QR0247  STATE/COUNTY-  SD/FAULK
 QR0247  COUNTRY     -  US
 QR0247  USGS QUAD   -  WECOTA (2017)
 QR0247
 QR0247                         *CURRENT SURVEY CONTROL
 QR0247  ______________________________________________________________________
 QR0247* NAD 83(1986) POSITION- 45 10 08.     (N) 099 03 42.     (W)   SCALED
 QR0247* NAVD 88 ORTHO HEIGHT -   462.545 (meters)     1517.53  (feet) ADJUSTED
 QR0247  ______________________________________________________________________
 QR0247  GEOID HEIGHT    -        -23.703 (meters)                     GEOID18
 QR0247  DYNAMIC HEIGHT  -        462.493 (meters)     1517.36  (feet) COMP
 QR0247  MODELED GRAVITY -    980,490.9   (mgal)                       NAVD 88
 QR0247
 QR0247  VERT ORDER      -  SECOND    CLASS 0
 QR0247
 QR0247.The horizontal coordinates were scaled from a map and have
 QR0247.an estimated accuracy of +/- 6 seconds.
 QR0247
 QR0247.The orthometric height was determined by differential leveling and
 QR0247.adjusted by the NATIONAL GEODETIC SURVEY
 QR0247.in June 1991.
 QR0247
 QR0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0247.GEOID18 height accuracy estimate available here.
 QR0247
 QR0247.Click photographs - Photos may exist for this station.
 QR0247
 QR0247.The dynamic height is computed by dividing the NAVD 88
 QR0247.geopotential number by the normal gravity value computed on the
 QR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0247.degrees latitude (g = 980.6199 gals.).
 QR0247
 QR0247.The modeled gravity was interpolated from observed gravity values.
 QR0247
 QR0247;                    North         East    Units  Estimated Accuracy
 QR0247;SPC SD N     -   148,840.      673,760.      MT  (+/- 180 meters Scaled)
 QR0247
 QR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR951017(NAD 83)
 QR0247
 QR0247                          SUPERSEDED SURVEY CONTROL
 QR0247
 QR0247  NGVD 29 (??/??/92)  462.214  (m)         1516.45   (f) ADJ UNCH    2 0
 QR0247
 QR0247.Superseded values are not recommended for survey control.
 QR0247
 QR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0247.See file dsdata.pdf to determine how the superseded data were derived.
 QR0247
 QR0247_MARKER: DB = BENCH MARK DISK
 QR0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0247_STAMPING: M 87 1934
 QR0247_MARK LOGO: CGS
 QR0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0247+STABILITY: SURFACE MOTION
 QR0247
 QR0247  HISTORY     - Date     Condition        Report By
 QR0247  HISTORY     - 1934     MONUMENTED       CGS
 QR0247
 QR0247                          STATION DESCRIPTION
 QR0247
 QR0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0247'2.7 MI E FROM WECOTA.
 QR0247'2.7 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 QR0247'THE STATION AT WECOTA, FAULK COUNTY, ABOUT 11 POLES WEST OF
 QR0247'MILEPOST 338, ABOUT 198 FEET EAST OF THE CENTER OF A PUBLIC-ROAD
 QR0247'CROSSING, 28 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 QR0247'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED M 87 1934 AND
 QR0247'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0139 ***********************************************************************
 QR0139  DESIGNATION -  M 89
 QR0139  PID         -  QR0139
 QR0139  STATE/COUNTY-  SD/MCPHERSON
 QR0139  COUNTRY     -  US
 QR0139  USGS QUAD   -  LEOLA (2017)
 QR0139
 QR0139                         *CURRENT SURVEY CONTROL
 QR0139  ______________________________________________________________________
 QR0139* NAD 83(1986) POSITION- 45 43 21.     (N) 098 55 40.     (W)   SCALED
 QR0139* NAVD 88 ORTHO HEIGHT -   480.442 (meters)     1576.25  (feet) ADJUSTED
 QR0139  ______________________________________________________________________
 QR0139  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 QR0139  DYNAMIC HEIGHT  -        480.407 (meters)     1576.14  (feet) COMP
 QR0139  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 QR0139
 QR0139  VERT ORDER      -  SECOND    CLASS 0
 QR0139
 QR0139.The horizontal coordinates were scaled from a map and have
 QR0139.an estimated accuracy of +/- 6 seconds.
 QR0139
 QR0139.The orthometric height was determined by differential leveling and
 QR0139.adjusted by the NATIONAL GEODETIC SURVEY
 QR0139.in June 1991.
 QR0139
 QR0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0139.GEOID18 height accuracy estimate available here.
 QR0139
 QR0139.Click photographs - Photos may exist for this station.
 QR0139
 QR0139.The dynamic height is computed by dividing the NAVD 88
 QR0139.geopotential number by the normal gravity value computed on the
 QR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0139.degrees latitude (g = 980.6199 gals.).
 QR0139
 QR0139.The modeled gravity was interpolated from observed gravity values.
 QR0139
 QR0139;                    North         East    Units  Estimated Accuracy
 QR0139;SPC SD N     -   210,490.      683,470.      MT  (+/- 180 meters Scaled)
 QR0139
 QR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR056632(NAD 83)
 QR0139
 QR0139                          SUPERSEDED SURVEY CONTROL
 QR0139
 QR0139  NGVD 29 (??/??/92)  480.091  (m)         1575.10   (f) ADJ UNCH    2 0
 QR0139
 QR0139.Superseded values are not recommended for survey control.
 QR0139
 QR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0139.See file dsdata.pdf to determine how the superseded data were derived.
 QR0139
 QR0139_MARKER: DB = BENCH MARK DISK
 QR0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0139_SP_SET: CULVERT HEADWALL
 QR0139_STAMPING: M 89 1934
 QR0139_MARK LOGO: CGS
 QR0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0139+STABILITY: SURFACE MOTION
 QR0139
 QR0139  HISTORY     - Date     Condition        Report By
 QR0139  HISTORY     - 1934     MONUMENTED       CGS
 QR0139  HISTORY     - 1965     MARK NOT FOUND   CGS
 QR0139
 QR0139                          STATION DESCRIPTION
 QR0139
 QR0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QR0139'0.6 MI E FROM LEOLA.
 QR0139'0.6 MILE EAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL WATER
 QR0139'TOWER AT LEOLA, MC PHERSON COUNTY, 0.1 MILE EAST OF THE JUNCTION
 QR0139'OF STATE HIGHWAY 45, AT THE CROSSING OF THE MINNEAPOLIS AND
 QR0139'ST. LOUIS RAILWAY, 116 FEET WEST OF THE WEST RAIL, 16 FEET SOUTH
 QR0139'OF THE CENTER-LINE OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER
 QR0139'THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 QR0139'HEADWALL, AND 0.3 FOOT WEST OF A WHITE WOODEN WITNESS POST.
 QR0139'A STANDARD DISK, STAMPED M 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0240 ***********************************************************************
 OS0240  DESIGNATION -  M 9
 OS0240  PID         -  OS0240
 OS0240  STATE/COUNTY-  SD/JONES
 OS0240  COUNTRY     -  US
 OS0240  USGS QUAD   -  STAMFORD (2017)
 OS0240
 OS0240                         *CURRENT SURVEY CONTROL
 OS0240  ______________________________________________________________________
 OS0240* NAD 83(1986) POSITION- 43 53 00.     (N) 101 00 15.     (W)   SCALED
 OS0240* NAVD 88 ORTHO HEIGHT -   723.156 (meters)     2372.55  (feet) ADJUSTED
 OS0240  ______________________________________________________________________
 OS0240  GEOID HEIGHT    -        -23.386 (meters)                     GEOID18
 OS0240  DYNAMIC HEIGHT  -        722.921 (meters)     2371.78  (feet) COMP
 OS0240  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 OS0240
 OS0240  VERT ORDER      -  FIRST     CLASS II
 OS0240
 OS0240.The horizontal coordinates were scaled from a map and have
 OS0240.an estimated accuracy of +/- 6 seconds.
 OS0240
 OS0240.The orthometric height was determined by differential leveling and
 OS0240.adjusted by the NATIONAL GEODETIC SURVEY
 OS0240.in June 1991.
 OS0240
 OS0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0240.GEOID18 height accuracy estimate available here.
 OS0240
 OS0240.Click photographs - Photos may exist for this station.
 OS0240
 OS0240.The dynamic height is computed by dividing the NAVD 88
 OS0240.geopotential number by the normal gravity value computed on the
 OS0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0240.degrees latitude (g = 980.6199 gals.).
 OS0240
 OS0240.The modeled gravity was interpolated from observed gravity values.
 OS0240
 OS0240;                    North         East    Units  Estimated Accuracy
 OS0240;SPC SD S     -   172,410.      546,100.      MT  (+/- 180 meters Scaled)
 OS0240
 OS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP390608(NAD 83)
 OS0240
 OS0240                          SUPERSEDED SURVEY CONTROL
 OS0240
 OS0240  NGVD 29 (??/??/92)  722.687  (m)         2371.02   (f) ADJ UNCH    1 2
 OS0240
 OS0240.Superseded values are not recommended for survey control.
 OS0240
 OS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0240.See file dsdata.pdf to determine how the superseded data were derived.
 OS0240
 OS0240_MARKER: DB = BENCH MARK DISK
 OS0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0240_STAMPING: M 9 1925 2570.819
 OS0240_MARK LOGO: CGS
 OS0240_PROJECTION: FLUSH
 OS0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0240+STABILITY: SURFACE MOTION
 OS0240
 OS0240  HISTORY     - Date     Condition        Report By
 OS0240  HISTORY     - 1925     MONUMENTED       CGS
 OS0240  HISTORY     - 1962     GOOD             CGS
 OS0240
 OS0240                          STATION DESCRIPTION
 OS0240
 OS0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0240'5.9 MI W FROM OKATON.
 OS0240'ABOUT 5.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0240'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN
 OS0240'SECTION 9, T 2 S, R 26 E, 48 RAILS EAST OF AN OFFSET IN THE
 OS0240'NORTH RIGHT-OF-WAY FENCE, 7 POLES EAST OF MILE POST 533, 38
 OS0240'FEET NORTH OF NORTH RAIL, 7 FEET SOUTH OF A FENCE, 1.3 FEET
 OS0240'EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 OS0240'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0240'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1958 ***********************************************************************
 PU1958  DESIGNATION -  M 9 B 1
 PU1958  PID         -  PU1958
 PU1958  STATE/COUNTY-  SD/BUTTE
 PU1958  COUNTRY     -  US
 PU1958  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1958
 PU1958                         *CURRENT SURVEY CONTROL
 PU1958  ______________________________________________________________________
 PU1958* NAD 83(1986) POSITION- 44 44 59.     (N) 103 57 16.     (W)   SCALED
 PU1958* NAVD 88 ORTHO HEIGHT -   949.277 (meters)     3114.42  (feet) ADJUSTED
 PU1958  ______________________________________________________________________
 PU1958  GEOID HEIGHT    -        -15.292 (meters)                     GEOID18
 PU1958  DYNAMIC HEIGHT  -        949.014 (meters)     3113.56  (feet) COMP
 PU1958  MODELED GRAVITY -    980,307.4   (mgal)                       NAVD 88
 PU1958
 PU1958  VERT ORDER      -  SECOND    CLASS 0
 PU1958
 PU1958.The horizontal coordinates were scaled from a map and have
 PU1958.an estimated accuracy of +/- 6 seconds.
 PU1958
 PU1958.The orthometric height was determined by differential leveling and
 PU1958.adjusted by the NATIONAL GEODETIC SURVEY
 PU1958.in June 1991.
 PU1958
 PU1958.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1958.GEOID18 height accuracy estimate available here.
 PU1958
 PU1958.Click photographs - Photos may exist for this station.
 PU1958
 PU1958.The dynamic height is computed by dividing the NAVD 88
 PU1958.geopotential number by the normal gravity value computed on the
 PU1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1958.degrees latitude (g = 980.6199 gals.).
 PU1958
 PU1958.The modeled gravity was interpolated from observed gravity values.
 PU1958
 PU1958;                    North         East    Units  Estimated Accuracy
 PU1958;SPC SD N     -   109,480.      286,990.      MT  (+/- 180 meters Scaled)
 PU1958
 PU1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK827556(NAD 83)
 PU1958
 PU1958                          SUPERSEDED SURVEY CONTROL
 PU1958
 PU1958  NGVD 29 (??/??/92)  948.78   (m)         3112.8    (f) COMPUTED    2 0
 PU1958
 PU1958.Superseded values are not recommended for survey control.
 PU1958
 PU1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1958.See file dsdata.pdf to determine how the superseded data were derived.
 PU1958
 PU1958_MARKER: Z = SEE DESCRIPTION
 PU1958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1958_SP_SET: CONCRETE CYLINDER
 PU1958_STAMPING: M 9 B 1
 PU1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1958
 PU1958  HISTORY     - Date     Condition        Report By
 PU1958  HISTORY     - UNK      MONUMENTED       USAF
 PU1958  HISTORY     - 1962     GOOD             CGS
 PU1958  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1958
 PU1958                          STATION DESCRIPTION
 PU1958
 PU1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1958'7.4 MI NW FROM BELLE FOURCHE.
 PU1958'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1958'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 6.75
 PU1958'MILES NORTHWEST ALONG U.S. HIGHWAY 212, IN SECTION 13, T 9 N,
 PU1958'R 1 E, 167 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 59
 PU1958'FEET WEST OF A FENCE, 99 FEET NORTHEAST OF A FENCE, 108 FEET
 PU1958'NORTHEAST OF A TELEPHONE POLE, THE CENTER OF A TRIBACH MOUNTED
 PU1958'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 PU1958'NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER
 PU1958'THE CENTER HOLE.
 PU1958
 PU1958                          STATION RECOVERY (1995)
 PU1958
 PU1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1958'THE DATUM POINT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1963 ***********************************************************************
 PU1963  DESIGNATION -  M 9 B 2
 PU1963  PID         -  PU1963
 PU1963  STATE/COUNTY-  SD/BUTTE
 PU1963  COUNTRY     -  US
 PU1963  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1963
 PU1963                         *CURRENT SURVEY CONTROL
 PU1963  ______________________________________________________________________
 PU1963* NAD 83(1986) POSITION- 44 45 06.     (N) 103 56 51.     (W)   SCALED
 PU1963* NAVD 88 ORTHO HEIGHT -   972.242 (meters)     3189.76  (feet) ADJUSTED
 PU1963  ______________________________________________________________________
 PU1963  GEOID HEIGHT    -        -15.312 (meters)                     GEOID18
 PU1963  DYNAMIC HEIGHT  -        971.973 (meters)     3188.88  (feet) COMP
 PU1963  MODELED GRAVITY -    980,307.5   (mgal)                       NAVD 88
 PU1963
 PU1963  VERT ORDER      -  SECOND    CLASS 0
 PU1963
 PU1963.The horizontal coordinates were scaled from a map and have
 PU1963.an estimated accuracy of +/- 6 seconds.
 PU1963
 PU1963.The orthometric height was determined by differential leveling and
 PU1963.adjusted by the NATIONAL GEODETIC SURVEY
 PU1963.in June 1991.
 PU1963
 PU1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1963.GEOID18 height accuracy estimate available here.
 PU1963
 PU1963.Click photographs - Photos may exist for this station.
 PU1963
 PU1963.The dynamic height is computed by dividing the NAVD 88
 PU1963.geopotential number by the normal gravity value computed on the
 PU1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1963.degrees latitude (g = 980.6199 gals.).
 PU1963
 PU1963.The modeled gravity was interpolated from observed gravity values.
 PU1963
 PU1963;                    North         East    Units  Estimated Accuracy
 PU1963;SPC SD N     -   109,670.      287,550.      MT  (+/- 180 meters Scaled)
 PU1963
 PU1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK833559(NAD 83)
 PU1963
 PU1963                          SUPERSEDED SURVEY CONTROL
 PU1963
 PU1963  NGVD 29 (??/??/92)  971.75   (m)         3188.1    (f) COMPUTED    2 0
 PU1963
 PU1963.Superseded values are not recommended for survey control.
 PU1963
 PU1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1963.See file dsdata.pdf to determine how the superseded data were derived.
 PU1963
 PU1963_MARKER: Z = SEE DESCRIPTION
 PU1963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1963_SP_SET: CONCRETE CYLINDER
 PU1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1963
 PU1963  HISTORY     - Date     Condition        Report By
 PU1963  HISTORY     - UNK      MONUMENTED       USAF
 PU1963  HISTORY     - 1962     GOOD             CGS
 PU1963  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1963
 PU1963                          STATION DESCRIPTION
 PU1963
 PU1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1963'7.6 MI NW FROM BELLE FOURCHE.
 PU1963'ABOUT 0.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1963'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 6.5
 PU1963'MILES NORTHWEST ALONG U.S. HIGHWAY 212, THENCE 0.35 MILE
 PU1963'NORTHEAST ACROSS COUNTRY TO THE SOUTHWEST SLOPE OF A HILL IN
 PU1963'SECTION 12, T 9 N, R 1 E, THE CENTER OF A TRIBACH MOUNTED ON THE
 PU1963'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  NOTE-- THE
 PU1963'ROD WAS HELD ON THE TOP SURFACE OF THE TRIBACH OVER THE CENTER
 PU1963'HOLE.  THERE IS NO STAMPING ON THIS MARK.
 PU1963
 PU1963                          STATION RECOVERY (1995)
 PU1963
 PU1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1963'THE DATUM POINT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0039 ***********************************************************************
 QR0039  DESIGNATION -  M 90
 QR0039  PID         -  QR0039
 QR0039  STATE/COUNTY-  SD/BROWN
 QR0039  COUNTRY     -  US
 QR0039  USGS QUAD   -  HOUGHTON (2017)
 QR0039
 QR0039                         *CURRENT SURVEY CONTROL
 QR0039  ______________________________________________________________________
 QR0039* NAD 83(1986) POSITION- 45 45 45.     (N) 098 13 18.     (W)   SCALED
 QR0039* NAVD 88 ORTHO HEIGHT -   395.325 (meters)     1297.00  (feet) ADJUSTED
 QR0039  ______________________________________________________________________
 QR0039  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 QR0039  DYNAMIC HEIGHT  -        395.305 (meters)     1296.93  (feet) COMP
 QR0039  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 QR0039
 QR0039  VERT ORDER      -  SECOND    CLASS 0
 QR0039
 QR0039.The horizontal coordinates were scaled from a map and have
 QR0039.an estimated accuracy of +/- 6 seconds.
 QR0039
 QR0039.The orthometric height was determined by differential leveling and
 QR0039.adjusted by the NATIONAL GEODETIC SURVEY
 QR0039.in June 1991.
 QR0039
 QR0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0039.GEOID18 height accuracy estimate available here.
 QR0039
 QR0039.Click photographs - Photos may exist for this station.
 QR0039
 QR0039.The dynamic height is computed by dividing the NAVD 88
 QR0039.geopotential number by the normal gravity value computed on the
 QR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0039.degrees latitude (g = 980.6199 gals.).
 QR0039
 QR0039.The modeled gravity was interpolated from observed gravity values.
 QR0039
 QR0039;                    North         East    Units  Estimated Accuracy
 QR0039;SPC SD N     -   215,900.      738,340.      MT  (+/- 180 meters Scaled)
 QR0039
 QR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR605679(NAD 83)
 QR0039
 QR0039                          SUPERSEDED SURVEY CONTROL
 QR0039
 QR0039  NGVD 29 (??/??/92)  395.02   (m)         1296.0    (f) COMPUTED    2 0
 QR0039
 QR0039.Superseded values are not recommended for survey control.
 QR0039
 QR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0039.See file dsdata.pdf to determine how the superseded data were derived.
 QR0039
 QR0039_MARKER: DB = BENCH MARK DISK
 QR0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0039_SP_SET: CULVERT HEADWALL
 QR0039_STAMPING: M 90 1934
 QR0039_MARK LOGO: CGS
 QR0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0039+STABILITY: SURFACE MOTION
 QR0039
 QR0039  HISTORY     - Date     Condition        Report By
 QR0039  HISTORY     - 1934     MONUMENTED       CGS
 QR0039
 QR0039                          STATION DESCRIPTION
 QR0039
 QR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0039'0.4 MI W FROM HOUGHTON.
 QR0039'0.4 MILES WEST OF NATIONAL ATLAS ELEVATOR AT HOUGHTON.  ALONG
 QR0039'STATE HIGHWAY 10 AT 18 INCH CONCRETE PIPE CULVERT, 700 FEET WEST
 QR0039'OF T-FENCE NORTH.  SET IN THE CENTER OF THE SOUTH HEADWALL, AT
 QR0039'ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0038 ***********************************************************************
 QR0038  DESIGNATION -  M 90 RESET
 QR0038  PID         -  QR0038
 QR0038  STATE/COUNTY-  SD/BROWN
 QR0038  COUNTRY     -  US
 QR0038  USGS QUAD   -  HOUGHTON (2017)
 QR0038
 QR0038                         *CURRENT SURVEY CONTROL
 QR0038  ______________________________________________________________________
 QR0038* NAD 83(1986) POSITION- 45 45 46.     (N) 098 13 19.     (W)   SCALED
 QR0038* NAVD 88 ORTHO HEIGHT -   395.30  (meters)     1296.9   (feet) RESET
 QR0038  ______________________________________________________________________
 QR0038  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 QR0038  VERT ORDER      -  THIRD
 QR0038
 QR0038.The horizontal coordinates were scaled from a map and have
 QR0038.an estimated accuracy of +/- 6 seconds.
 QR0038
 QR0038.The orthometric height was computed from unverified reset data.
 QR0038
 QR0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0038.GEOID18 height accuracy estimate available here.
 QR0038
 QR0038.Click photographs - Photos may exist for this station.
 QR0038
 QR0038;                    North         East    Units  Estimated Accuracy
 QR0038;SPC SD N     -   215,930.      738,310.      MT  (+/- 180 meters Scaled)
 QR0038
 QR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR605679(NAD 83)
 QR0038
 QR0038                          SUPERSEDED SURVEY CONTROL
 QR0038
 QR0038.No superseded survey control is available for this station.
 QR0038
 QR0038_MARKER: DB = BENCH MARK DISK
 QR0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0038_SP_SET: CULVERT HEADWALL
 QR0038_STAMPING: M 90 RESET 1951
 QR0038_MARK LOGO: CGS
 QR0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0038+STABILITY: SURFACE MOTION
 QR0038
 QR0038  HISTORY     - Date     Condition        Report By
 QR0038  HISTORY     - 1951     MONUMENTED       SDHD
 QR0038  HISTORY     - 1954     GOOD             CGS
 QR0038
 QR0038                          STATION DESCRIPTION
 QR0038
 QR0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QR0038'0.4 MI W FROM HOUGHTON.
 QR0038'0.4 MILE WEST ALONG STATE HIGHWAY 10 FROM THE NATIONAL ATLAS
 QR0038'ELEVATOR CO. ELEVATOR AT HOUGHTON, BROWN COUNTY, 700 FEET WEST
 QR0038'OF A T-FENCE LEADING NORTH, AT AN 18-INCH CONCRETE-PIPE CULVERT,
 QR0038'AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD DISK,
 QR0038'STAMPED M 90 RESET 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0342 ***********************************************************************
 QQ0342  DESIGNATION -  M 91
 QQ0342  PID         -  QQ0342
 QQ0342  STATE/COUNTY-  SD/MARSHALL
 QQ0342  COUNTRY     -  US
 QQ0342  USGS QUAD   -  SPAIN (2017)
 QQ0342
 QQ0342                         *CURRENT SURVEY CONTROL
 QQ0342  ______________________________________________________________________
 QQ0342* NAD 83(1986) POSITION- 45 38 45.     (N) 097 48 35.     (W)   SCALED
 QQ0342* NAVD 88 ORTHO HEIGHT -   409.076 (meters)     1342.11  (feet) ADJUSTED
 QQ0342  ______________________________________________________________________
 QQ0342  GEOID HEIGHT    -        -25.029 (meters)                     GEOID18
 QQ0342  DYNAMIC HEIGHT  -        409.056 (meters)     1342.04  (feet) COMP
 QQ0342  MODELED GRAVITY -    980,553.4   (mgal)                       NAVD 88
 QQ0342
 QQ0342  VERT ORDER      -  SECOND    CLASS 0
 QQ0342
 QQ0342.The horizontal coordinates were scaled from a map and have
 QQ0342.an estimated accuracy of +/- 6 seconds.
 QQ0342
 QQ0342.The orthometric height was determined by differential leveling and
 QQ0342.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0342.in June 1991.
 QQ0342
 QQ0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0342.GEOID18 height accuracy estimate available here.
 QQ0342
 QQ0342.Click photographs - Photos may exist for this station.
 QQ0342
 QQ0342.The dynamic height is computed by dividing the NAVD 88
 QQ0342.geopotential number by the normal gravity value computed on the
 QQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0342.degrees latitude (g = 980.6199 gals.).
 QQ0342
 QQ0342.The modeled gravity was interpolated from observed gravity values.
 QQ0342
 QQ0342;                    North         East    Units  Estimated Accuracy
 QQ0342;SPC SD N     -   203,730.      770,720.      MT  (+/- 180 meters Scaled)
 QQ0342
 QQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR927553(NAD 83)
 QQ0342
 QQ0342                          SUPERSEDED SURVEY CONTROL
 QQ0342
 QQ0342  NGVD 29 (??/??/92)  408.798  (m)         1341.20   (f) ADJ UNCH    2 0
 QQ0342
 QQ0342.Superseded values are not recommended for survey control.
 QQ0342
 QQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0342.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0342
 QQ0342_MARKER: DB = BENCH MARK DISK
 QQ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0342_STAMPING: M 91 1934
 QQ0342_MARK LOGO: CGS
 QQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0342+STABILITY: SURFACE MOTION
 QQ0342
 QQ0342  HISTORY     - Date     Condition        Report By
 QQ0342  HISTORY     - 1934     MONUMENTED       CGS
 QQ0342
 QQ0342                          STATION DESCRIPTION
 QQ0342
 QQ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0342'3.4 MI N FROM LANGFORD.
 QQ0342'ABOUT 3.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0342'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT LANGFORD, MARSHALL
 QQ0342'COUNTY, ABOUT 7 POLES SOUTH OF MILEPOST 18, AT A PUBLIC-ROAD
 QQ0342'CROSSING, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET
 QQ0342'WEST OF THE CENTER LINE OF THE TRACK, 3 FEET SOUTH OF A
 QQ0342'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 QQ0342'A STANDARD DISK, STAMPED M 91 1934 AND SET IN THE TOP OF A
 QQ0342'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0152 ***********************************************************************
 QQ0152  DESIGNATION -  M 92
 QQ0152  PID         -  QQ0152
 QQ0152  STATE/COUNTY-  SD/ROBERTS
 QQ0152  COUNTRY     -  US
 QQ0152  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0152
 QQ0152                         *CURRENT SURVEY CONTROL
 QQ0152  ______________________________________________________________________
 QQ0152* NAD 83(1986) POSITION- 45 51 24.     (N) 096 55 08.     (W)   SCALED
 QQ0152* NAVD 88 ORTHO HEIGHT -   337.939 (meters)     1108.72  (feet) ADJUSTED
 QQ0152  ______________________________________________________________________
 QQ0152  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 QQ0152  DYNAMIC HEIGHT  -        337.938 (meters)     1108.72  (feet) COMP
 QQ0152  MODELED GRAVITY -    980,604.1   (mgal)                       NAVD 88
 QQ0152
 QQ0152  VERT ORDER      -  SECOND    CLASS 0
 QQ0152
 QQ0152.The horizontal coordinates were scaled from a map and have
 QQ0152.an estimated accuracy of +/- 6 seconds.
 QQ0152
 QQ0152.The orthometric height was determined by differential leveling and
 QQ0152.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0152.in June 1991.
 QQ0152
 QQ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0152.GEOID18 height accuracy estimate available here.
 QQ0152
 QQ0152.Click photographs - Photos may exist for this station.
 QQ0152
 QQ0152.The dynamic height is computed by dividing the NAVD 88
 QQ0152.geopotential number by the normal gravity value computed on the
 QQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0152.degrees latitude (g = 980.6199 gals.).
 QQ0152
 QQ0152.The modeled gravity was interpolated from observed gravity values.
 QQ0152
 QQ0152;                    North         East    Units  Estimated Accuracy
 QQ0152;SPC SD N     -   229,400.      839,240.      MT  (+/- 180 meters Scaled)
 QQ0152
 QQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR615802(NAD 83)
 QQ0152
 QQ0152                          SUPERSEDED SURVEY CONTROL
 QQ0152
 QQ0152  NGVD 29 (??/??/92)  337.740  (m)         1108.07   (f) ADJ UNCH    2 0
 QQ0152
 QQ0152.Superseded values are not recommended for survey control.
 QQ0152
 QQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0152.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0152
 QQ0152_MARKER: DB = BENCH MARK DISK
 QQ0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0152_SP_SET: FOUNDATION
 QQ0152_STAMPING: M 92 1934
 QQ0152_MARK LOGO: CGS
 QQ0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0152+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0152
 QQ0152  HISTORY     - Date     Condition        Report By
 QQ0152  HISTORY     - 1934     MONUMENTED       CGS
 QQ0152  HISTORY     - 19900725 GOOD             NGS
 QQ0152
 QQ0152                          STATION DESCRIPTION
 QQ0152
 QQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0152'AT NEW EFFINGTON.
 QQ0152'AT NEW EFFINGTON, ROBERTS COUNTY, AT THE BANK OF NEW EFFINGTON,
 QQ0152'IN THE FACE OF THE SOUTHEAST SANDSTONE CORNER, AND ABOUT 4 FEET
 QQ0152'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED M 92 1934 AND
 QQ0152'SET VERTICALLY.
 QQ0152
 QQ0152                          STATION RECOVERY (1990)
 QQ0152
 QQ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0152'IN NEW EFFINGTON, AT THE INTERSECTION OF MAIN STREET AND WHITTIER
 QQ0152'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE FARMERS AND MERCHANTS
 QQ0152'BANK, 10.9 M (35.8 FT) NORTH OF THE CENTER OF THE STREET, 10.5 M
 QQ0152'(34.4 FT) WEST OF THE CENTER OF THE AVENUE, 1.3 M (4.3 FT) ABOVE THE
 QQ0152'LEVEL OF A SIDEWALK, AND 0.4 M (1.3 FT) WEST OF THE SOUTHEAST CORNER
 QQ0152'OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0037 ***********************************************************************
 PR0037  DESIGNATION -  M 93
 PR0037  PID         -  PR0037
 PR0037  STATE/COUNTY-  SD/DEUEL
 PR0037  COUNTRY     -  US
 PR0037  USGS QUAD   -  GARY (2017)
 PR0037
 PR0037                         *CURRENT SURVEY CONTROL
 PR0037  ______________________________________________________________________
 PR0037* NAD 83(1986) POSITION- 44 48 15.     (N) 096 28 22.     (W)   SCALED
 PR0037* NAVD 88 ORTHO HEIGHT -   467.637 (meters)     1534.24  (feet) ADJUSTED
 PR0037  ______________________________________________________________________
 PR0037  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 PR0037  DYNAMIC HEIGHT  -        467.577 (meters)     1534.04  (feet) COMP
 PR0037  MODELED GRAVITY -    980,475.7   (mgal)                       NAVD 88
 PR0037
 PR0037  VERT ORDER      -  SECOND    CLASS 0
 PR0037
 PR0037.The horizontal coordinates were scaled from a map and have
 PR0037.an estimated accuracy of +/- 6 seconds.
 PR0037
 PR0037.The orthometric height was determined by differential leveling and
 PR0037.adjusted by the NATIONAL GEODETIC SURVEY
 PR0037.in June 1991.
 PR0037
 PR0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0037.GEOID18 height accuracy estimate available here.
 PR0037
 PR0037.Click photographs - Photos may exist for this station.
 PR0037
 PR0037.The dynamic height is computed by dividing the NAVD 88
 PR0037.geopotential number by the normal gravity value computed on the
 PR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0037.degrees latitude (g = 980.6199 gals.).
 PR0037
 PR0037.The modeled gravity was interpolated from observed gravity values.
 PR0037
 PR0037;                    North         East    Units  Estimated Accuracy
 PR0037;SPC SD N     -   113,960.      878,950.      MT  (+/- 180 meters Scaled)
 PR0037
 PR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ998643(NAD 83)
 PR0037
 PR0037                          SUPERSEDED SURVEY CONTROL
 PR0037
 PR0037  NGVD 29 (??/??/92)  467.411  (m)         1533.50   (f) ADJ UNCH    2 0
 PR0037
 PR0037.Superseded values are not recommended for survey control.
 PR0037
 PR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0037.See file dsdata.pdf to determine how the superseded data were derived.
 PR0037
 PR0037_MARKER: DB = BENCH MARK DISK
 PR0037_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0037_SP_SET: BRIDGE
 PR0037_STAMPING: M 93 1934
 PR0037_MARK LOGO: CGS
 PR0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0037
 PR0037  HISTORY     - Date     Condition        Report By
 PR0037  HISTORY     - 1934     MONUMENTED       CGS
 PR0037  HISTORY     - 1938     GOOD             CGS
 PR0037
 PR0037                          STATION DESCRIPTION
 PR0037
 PR0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PR0037'1.4 MI NW FROM GARY.
 PR0037'1.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 PR0037'FROM THE STATION AT GARY, DEUEL COUNTY, 165 FEET EAST OF MILEPOST
 PR0037'286, AT BRIDGE 742, IN THE TOP OF THE WEST END OF THE SOUTH STONE
 PR0037'HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0859 ***********************************************************************
 QS0859  DESIGNATION -  MACK
 QS0859  PID         -  QS0859
 QS0859  STATE/COUNTY-  SD/CORSON
 QS0859  COUNTRY     -  US
 QS0859  USGS QUAD   -  HUMP BUTTE (2017)
 QS0859
 QS0859                         *CURRENT SURVEY CONTROL
 QS0859  ______________________________________________________________________
 QS0859* NAD 83(1996) POSITION- 45 55 13.68276(N) 101 27 46.07580(W)   ADJUSTED
 QS0859* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 QS0859  ______________________________________________________________________
 QS0859  GEOID HEIGHT    -        -20.213 (meters)                     GEOID18
 QS0859  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 QS0859  HORZ ORDER      -  THIRD
 QS0859
 QS0859.The horizontal coordinates were established by classical geodetic methods
 QS0859.and adjusted by the National Geodetic Survey in January 1998.
 QS0859
 QS0859.The orthometric height was scaled from a topographic map.
 QS0859
 QS0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0859.GEOID18 height accuracy estimate available here.
 QS0859
 QS0859.Click photographs - Photos may exist for this station.
 QS0859
 QS0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0859
 QS0859. The following values were computed from the NAD 83(1996) position.
 QS0859
 QS0859;                    North         East     Units Scale Factor Converg.
 QS0859;SPC SD N     -   232,966.816   486,524.535   MT  1.00005442   -1 02 07.0
 QS0859;SPC SD N     -   764,325.30  1,596,205.91   sFT  1.00005442   -1 02 07.0
 QS0859;UTM  14      - 5,088,160.303   309,028.558   MT  1.00004837   -1 46 11.1
 QS0859
 QS0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0859!SPC SD N     -   0.99988835  x   1.00005442  =   0.99994276
 QS0859!UTM  14      -   0.99988835  x   1.00004837  =   0.99993672
 QS0859
 QS0859:                Primary Azimuth Mark                     Grid Az
 QS0859:SPC SD N     -  MACK AZ MK                               267 01 54.8
 QS0859:UTM  14      -  MACK AZ MK                               267 45 58.9
 QS0859
 QS0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0902888160(NAD 83)
 QS0859
 QS0859|---------------------------------------------------------------------|
 QS0859| PID    Reference Object                     Distance      Geod. Az  |
 QS0859|                                                           dddmmss.s |
 QS0859| CQ8535 MACK RM 1                            13.621 METERS 08838     |
 QS0859| CQ8534 MACK AZ MK                                         2655947.8 |
 QS0859| QS0927 WATAUGA EQUITY EXCH ELEV S GAB      APPROX. 6.2 KM 2710210.6 |
 QS0859| CQ8536 MACK RM 2                            14.209 METERS 35900     |
 QS0859|---------------------------------------------------------------------|
 QS0859
 QS0859                          SUPERSEDED SURVEY CONTROL
 QS0859
 QS0859  NAD 83(1986)-  45 55 13.67429(N)    101 27 46.07240(W) AD(       ) 3
 QS0859  NAD 27      -  45 55 13.66600(N)    101 27 44.59000(W) AD(       ) 3
 QS0859
 QS0859.Superseded values are not recommended for survey control.
 QS0859
 QS0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0859.See file dsdata.pdf to determine how the superseded data were derived.
 QS0859
 QS0859_MARKER: DS = TRIANGULATION STATION DISK
 QS0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0859_STAMPING: MACK 1952
 QS0859_MARK LOGO: CGS
 QS0859_PROJECTION: FLUSH
 QS0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0859+STABILITY: SURFACE MOTION
 QS0859
 QS0859  HISTORY     - Date     Condition        Report By
 QS0859  HISTORY     - 1952     MONUMENTED       CGS
 QS0859  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QS0859  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QS0859
 QS0859                          STATION DESCRIPTION
 QS0859
 QS0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0859'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WATAUGA, IN
 QS0859'SECTION 25, T 23 N, R 21 E, ON THE CREST OF A HILL, 65 FEET
 QS0859'NORTH OF THE CENTER OF U.S. HIGHWAY NO. 12, 11 FEET WEST OF A
 QS0859'POWER LINE POLE, 10 FEET NORTH OF THE EDGE OF A CUT MADE BY
 QS0859'HIGHWAY CONSTRUCTION, AND 8 FEET WEST OF A 4 IN X 4 IN WITNESS
 QS0859'POST.
 QS0859'
 QS0859'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 QS0859'IN WATAUGA WITH U.S. HIGHWAY NO. 12, GO EAST ON NO. 12 FOR
 QS0859'3.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 QS0859'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 QS0859'
 QS0859'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QS0859'MACK 1952.
 QS0859'
 QS0859'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE POWER LINE POLE, AND
 QS0859'14 FEET NORTH OF THE EDGE OF THE CUT.  IT IS FLUSH WITH THE
 QS0859'GROUND, AND THE DISK IS STAMPED MACK NO 1 1952.
 QS0859'
 QS0859'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE POWER LINE POLE.
 QS0859'IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MACK NO
 QS0859'2 1952.
 QS0859'
 QS0859'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QS0859'NO. 12, 6 FEET SOUTH OF THE EDGE OF A CUT, AND 3 FEET EAST
 QS0859'OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 6 INCHES, AND
 QS0859'THE DISK IS STAMPED MACK 1952.
 QS0859
 QS0859                          STATION RECOVERY (1972)
 QS0859
 QS0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0859'MAIN STATION DESTROYED.
 QS0859'
 QS0859'R.M. 1 DISTURBED.  ARROW NOW POINTS SOUTH INSTEAD OF WEST
 QS0859'
 QS0859'R.M. 2 NOT FOUND
 QS0859'
 QS0859'AZ. MK. NOT VISITED
 QS0859
 QS0859                          STATION RECOVERY (1973)
 QS0859
 QS0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QS0859'THE STATION HAS BEEN DESTROYED.  THE AREA OF THE STATION SITE,
 QS0859'WHICH WAS A CUT-BANK ON THE NORTH SIDE OF U.S. HIGHWAY 12 ON
 QS0859'THE CREST OF A HILL HAS BEEN GRADED OUT AND THE BANK LOWERED
 QS0859'APPROXIMATELY 10 FEET AT THE STATION MARK LOCATION.  THE SURFACE
 QS0859'STATION MARK WAS FOUND LYING ON THE BANK, REFERENCE MARK NO. 1
 QS0859'WAS FOUND RESET WITH THE ARROW POINTING SOUTH INSTEAD OF WEST
 QS0859'AND ABOUT 10 FEET LOWER THEN ITS ORIGINAL POSITION, REFERENCE
 QS0859'MARK NO. 2 AND THE UNDER-GROUND STATION MARK WERE NOT
 QS0859'RECOVERED, THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 QS0859'
 QS0859'THE DISKS WERE REMOVED FROM ALL OF THE EXISTING MARKS AT THIS
 QS0859'TIME.
 QS0859'
 QS0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 QS0859'EAST OF WATAUGA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0498 ***********************************************************************
 PR0498  DESIGNATION -  MADISON
 PR0498  PID         -  PR0498
 PR0498  STATE/COUNTY-  SD/LAKE
 PR0498  COUNTRY     -  US
 PR0498  USGS QUAD   -  MADISON (2017)
 PR0498
 PR0498                         *CURRENT SURVEY CONTROL
 PR0498  ______________________________________________________________________
 PR0498* NAD 83(1986) POSITION- 44 00 04.     (N) 097 07 10.     (W)   SCALED
 PR0498* NAVD 88 ORTHO HEIGHT -   509.217 (meters)     1670.66  (feet) ADJUSTED
 PR0498  ______________________________________________________________________
 PR0498  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 PR0498  DYNAMIC HEIGHT  -        509.096 (meters)     1670.26  (feet) COMP
 PR0498  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 PR0498
 PR0498  VERT ORDER      -  SECOND    CLASS 0
 PR0498
 PR0498.The horizontal coordinates were scaled from a map and have
 PR0498.an estimated accuracy of +/- 6 seconds.
 PR0498
 PR0498.The orthometric height was determined by differential leveling and
 PR0498.adjusted by the NATIONAL GEODETIC SURVEY
 PR0498.in June 1991.
 PR0498
 PR0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0498.GEOID18 height accuracy estimate available here.
 PR0498
 PR0498.Click photographs - Photos may exist for this station.
 PR0498
 PR0498.The dynamic height is computed by dividing the NAVD 88
 PR0498.geopotential number by the normal gravity value computed on the
 PR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0498.degrees latitude (g = 980.6199 gals.).
 PR0498
 PR0498.The modeled gravity was interpolated from observed gravity values.
 PR0498
 PR0498;                    North         East    Units  Estimated Accuracy
 PR0498;SPC SD S     -   190,270.      857,690.      MT  (+/- 180 meters Scaled)
 PR0498
 PR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP507737(NAD 83)
 PR0498
 PR0498                          SUPERSEDED SURVEY CONTROL
 PR0498
 PR0498  NGVD 29 (??/??/92)  508.927  (m)         1669.70   (f) ADJ UNCH    2 0
 PR0498
 PR0498.Superseded values are not recommended for survey control.
 PR0498
 PR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0498.See file dsdata.pdf to determine how the superseded data were derived.
 PR0498
 PR0498_MARKER: DB = BENCH MARK DISK
 PR0498_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0498_SP_SET: STEP
 PR0498_STAMPING: MADISON 1934
 PR0498_MARK LOGO: CGS
 PR0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0498+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2015
 PR0498
 PR0498  HISTORY     - Date     Condition        Report By
 PR0498  HISTORY     - 1934     MONUMENTED       CGS
 PR0498  HISTORY     - 20150407 GOOD             INDIV
 PR0498
 PR0498                          STATION DESCRIPTION
 PR0498
 PR0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0498'AT MADISON.
 PR0498'AT MADISON, LAKE COUNTY, AT THE MUNICIPAL POWER PLANT, AT THE
 PR0498'NORTHEAST CORNER OF THE BUILDING, AND IN THE TOP OF THE WEST
 PR0498'SIDE OF THE CONCRETE STEP TO THE NORTH ENTRANCE.  A STANDARD
 PR0498'DISK, STAMPED MADISON 1934.
 PR0498
 PR0498                          STATION RECOVERY (2015)
 PR0498
 PR0498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JHC)
 PR0498'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1017 ***********************************************************************
 PR1017  DESIGNATION -  MADISON
 PR1017  PID         -  PR1017
 PR1017  STATE/COUNTY-  SD/LAKE
 PR1017  COUNTRY     -  US
 PR1017  USGS QUAD   -  MADISON (2017)
 PR1017
 PR1017                         *CURRENT SURVEY CONTROL
 PR1017  ______________________________________________________________________
 PR1017* NAD 83(1996) POSITION- 44 00 28.87265(N) 097 02 58.06835(W)   ADJUSTED
 PR1017* NAVD 88 ORTHO HEIGHT -   521.97  (+/-2cm)     1712.5   (feet) VERTCON3
 PR1017  ______________________________________________________________________
 PR1017  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 PR1017  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 PR1017  HORZ ORDER      -  SECOND
 PR1017  VERT ORDER      -  THIRD ? (See Below)
 PR1017
 PR1017.The horizontal coordinates were established by classical geodetic methods
 PR1017.and adjusted by the National Geodetic Survey in January 1998.
 PR1017
 PR1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1017
 PR1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1017.GEOID18 height accuracy estimate available here.
 PR1017
 PR1017.The vertical order pertains to the NGVD 29 superseded value.
 PR1017
 PR1017.Click photographs - Photos may exist for this station.
 PR1017
 PR1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1017
 PR1017. The following values were computed from the NAD 83(1996) position.
 PR1017
 PR1017;                    North         East     Units Scale Factor Converg.
 PR1017;SPC SD S     -   191,251.194   863,264.171   MT  0.99992996   +2 15 55.4
 PR1017;SPC SD S     -   627,463.29  2,832,225.87   sFT  0.99992996   +2 15 55.4
 PR1017;UTM  14      - 4,874,613.125   656,362.562   MT  0.99990071   +1 21 19.5
 PR1017
 PR1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1017!SPC SD S     -   0.99992221  x   0.99992996  =   0.99985217
 PR1017!UTM  14      -   0.99992221  x   0.99990071  =   0.99982292
 PR1017
 PR1017:                Primary Azimuth Mark                     Grid Az
 PR1017:SPC SD S     -  NUNDA                                    356 31 57.8
 PR1017:UTM  14      -  NUNDA                                    357 26 33.7
 PR1017
 PR1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5636274613(NAD 83)
 PR1017
 PR1017|---------------------------------------------------------------------|
 PR1017| PID    Reference Object                     Distance      Geod. Az  |
 PR1017|                                                           dddmmss.s |
 PR1017| CO5938 MADISON RM 1                         44.486 METERS 10431     |
 PR1017| CO5939 MADISON RM 2                         31.196 METERS 24933     |
 PR1017| PR0874 MADISON MUNICIPAL TANK              APPROX. 5.7 KM 2714326.1 |
 PR1017| PR0872 NUNDA                               APPROX.13.1 KM 3584753.2 |
 PR1017|---------------------------------------------------------------------|
 PR1017
 PR1017                          SUPERSEDED SURVEY CONTROL
 PR1017
 PR1017  NAD 83(1986)-  44 00 28.87558(N)    097 02 58.04403(W) AD(       ) 2
 PR1017  NAD 27      -  44 00 28.97500(N)    097 02 56.82700(W) AD(       ) 2
 PR1017  NGVD 29             521.68   (m)         1711.5    (f) LEVELING    3  
 PR1017
 PR1017.Superseded values are not recommended for survey control.
 PR1017
 PR1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1017.See file dsdata.pdf to determine how the superseded data were derived.
 PR1017
 PR1017_MARKER: DS = TRIANGULATION STATION DISK
 PR1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1017_STAMPING: MADISON 1949
 PR1017_MARK LOGO: CGS
 PR1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1017+STABILITY: SURFACE MOTION
 PR1017
 PR1017  HISTORY     - Date     Condition        Report By
 PR1017  HISTORY     - 1949     MONUMENTED       CGS
 PR1017  HISTORY     - 1975     GOOD             NGS
 PR1017
 PR1017                          STATION DESCRIPTION
 PR1017
 PR1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR1017'STATION IS LOCATED ABOUT 3 MILES EAST OF MADISON IN THE NORTHWEST
 PR1017'ANGLE OF A CROSSROADS.  STATION IS 69 FEET NORTH OF THE
 PR1017'CENTERLINE OF STATE HIGHWAY 34, 51 FEET WEST OF THE APPROXIMATE
 PR1017'CENTERLINE OF GRAVEL ROAD AND 17 FEET WEST OF FENCELINE.  THE
 PR1017'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MADISON
 PR1017'1949.
 PR1017'
 PR1017'REFERENCE MARK NO. 1 IS 58 FEET EAST OF FENCECORNER, 32 FEET
 PR1017'NORTH OF THE CENTERLINE OF STATE HIGHWAY 34, AND 2 FEET
 PR1017'WEST OF TELEPHONE POLE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 PR1017'THE DISK IS STAMPED MADISON NO 1 1949.
 PR1017'
 PR1017'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTERLINE OF
 PR1017'HIGHWAY, AND 1.5 FEET NORTHEAST OF TELEPHONE POLE.  THE MARK
 PR1017'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MADISON
 PR1017'NO 2 1949.
 PR1017'
 PR1017'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF STATE
 PR1017'HIGHWAY 34, 3.5 FEET SOUTHEAST OF TELEPHONE POLE AND 1.5 FEET
 PR1017'NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 PR1017'IS STAMPED MADISON 1949.
 PR1017'
 PR1017'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 34 IN EAST
 PR1017'EDGE OF MADISON GO EAST ON STATE HIGHWAY 34 FOR 2.6 MILES TO
 PR1017'AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 PR1017'CONTINUE EAST FOR 0.4 MILE TO CROSSROADS AND STATION ON LEFT
 PR1017'OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 PR1017'
 PR1017'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PR1017
 PR1017                          STATION RECOVERY (1975)
 PR1017
 PR1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PR1017'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 PR1017'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN POOR CONDITION, IT
 PR1017'IS TILTED SLIGHTLY TO THE EAST, APPARENTLY CAUSED BY GRADING
 PR1017'OPERATIONS.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT
 PR1017'PRESENT DUE TO TREES ON LINE.  A NEW AZIMUTH MARK WAS NOT SET AS
 PR1017'OTHER STATIONS WERE NOT VISIBLE AT THIS TIME.
 PR1017'
 PR1017'ADDITIONAL REFERENCES--
 PR1017'
 PR1017'A METAL WITNESS POST WAS SET 2-FEET NORTH OF THE STATION MARK.
 PR1017'
 PR1017'REFERENCE MARK NO. 1 IS 90 FEET EAST OF THE CENTER OF THE
 PR1017'CROSSROAD.
 PR1017'
 PR1017'REFERENCE MARK NO. 2 IS 147 FEET WEST OF THE CENTER OF THE
 PR1017'CROSSROAD.
 PR1017'
 PR1017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR1017'ABOUT 3 MILES EAST OF MADISON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0859 ***********************************************************************
 OQ0859  DESIGNATION -  MADISON KSL 249 RAD MAST
 OQ0859  PID         -  OQ0859
 OQ0859  STATE/COUNTY-  SD/LAKE
 OQ0859  COUNTRY     -  US
 OQ0859  USGS QUAD   -  LAKE HERMAN (2017)
 OQ0859
 OQ0859                         *CURRENT SURVEY CONTROL
 OQ0859  ______________________________________________________________________
 OQ0859* NAD 83(1996) POSITION- 43 56 09.54718(N) 097 07 53.71899(W)   ADJUSTED
 OQ0859  ______________________________________________________________________
 OQ0859  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 OQ0859  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 OQ0859  HORZ ORDER      -  THIRD
 OQ0859
 OQ0859.The horizontal coordinates were established by classical geodetic methods
 OQ0859.and adjusted by the National Geodetic Survey in January 1998.
 OQ0859
 OQ0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0859.GEOID18 height accuracy estimate available here.
 OQ0859
 OQ0859.Click photographs - Photos may exist for this station.
 OQ0859
 OQ0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0859
 OQ0859. The following values were computed from the NAD 83(1996) position.
 OQ0859
 OQ0859;                    North         East     Units Scale Factor Converg.
 OQ0859;SPC SD S     -   182,996.756   856,992.039   MT  0.99992221   +2 12 31.4
 OQ0859;SPC SD S     -   600,381.86  2,811,648.05   sFT  0.99992221   +2 12 31.4
 OQ0859;UTM  14      - 4,866,459.761   649,960.219   MT  0.99987659   +1 17 47.9
 OQ0859
 OQ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4996066459(NAD 83)
 OQ0859
 OQ0859                          SUPERSEDED SURVEY CONTROL
 OQ0859
 OQ0859  NAD 83(1986)-  43 56 09.55146(N)    097 07 53.69403(W) AD(       ) 3
 OQ0859  NAD 27      -  43 56 09.52220(N)    097 07 52.55492(W) AD(       ) 3
 OQ0859
 OQ0859.Superseded values are not recommended for survey control.
 OQ0859
 OQ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0859.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0859
 OQ0859_MARKER: 42 = RADIO/TV MAST
 OQ0859
 OQ0859  HISTORY     - Date     Condition        Report By
 OQ0859  HISTORY     - UNK      FIRST OBSERVED
 OQ0859
 OQ0859                          STATION DESCRIPTION
 OQ0859
 OQ0859'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0851 ***********************************************************************
 OQ0851  DESIGNATION -  MADISON KWU 25 MICROWAVE
 OQ0851  PID         -  OQ0851
 OQ0851  STATE/COUNTY-  SD/LAKE
 OQ0851  COUNTRY     -  US
 OQ0851  USGS QUAD   -  LAKE MADISON (2017)
 OQ0851
 OQ0851                         *CURRENT SURVEY CONTROL
 OQ0851  ______________________________________________________________________
 OQ0851* NAD 83(1996) POSITION- 43 56 04.44177(N) 097 04 04.60931(W)   ADJUSTED
 OQ0851  ______________________________________________________________________
 OQ0851  GEOID HEIGHT    -        -25.831 (meters)                     GEOID18
 OQ0851  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 OQ0851  HORZ ORDER      -  THIRD
 OQ0851
 OQ0851.The horizontal coordinates were established by classical geodetic methods
 OQ0851.and adjusted by the National Geodetic Survey in January 1998.
 OQ0851
 OQ0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0851.GEOID18 height accuracy estimate available here.
 OQ0851
 OQ0851.Click photographs - Photos may exist for this station.
 OQ0851
 OQ0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0851
 OQ0851. The following values were computed from the NAD 83(1996) position.
 OQ0851
 OQ0851;                    North         East     Units Scale Factor Converg.
 OQ0851;SPC SD S     -   183,038.193   862,103.896   MT  0.99992207   +2 15 09.5
 OQ0851;SPC SD S     -   600,517.80  2,828,419.20   sFT  0.99992207   +2 15 09.5
 OQ0851;UTM  14      - 4,866,419.834   655,071.904   MT  0.99989577   +1 20 26.9
 OQ0851
 OQ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5507166419(NAD 83)
 OQ0851
 OQ0851                          SUPERSEDED SURVEY CONTROL
 OQ0851
 OQ0851  NAD 83(1986)-  43 56 04.44567(N)    097 04 04.58472(W) AD(       ) 3
 OQ0851  NAD 27      -  43 56 04.48175(N)    097 04 03.45133(W) AD(       ) 3
 OQ0851
 OQ0851.Superseded values are not recommended for survey control.
 OQ0851
 OQ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0851.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0851
 OQ0851_MARKER: 45 = MICROWAVE TOWER
 OQ0851
 OQ0851  HISTORY     - Date     Condition        Report By
 OQ0851  HISTORY     - UNK      FIRST OBSERVED
 OQ0851
 OQ0851                          STATION DESCRIPTION
 OQ0851
 OQ0851'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0874 ***********************************************************************
 PR0874  DESIGNATION -  MADISON MUNICIPAL TANK
 PR0874  PID         -  PR0874
 PR0874  STATE/COUNTY-  SD/LAKE
 PR0874  COUNTRY     -  US
 PR0874  USGS QUAD   -  MADISON (2017)
 PR0874
 PR0874                         *CURRENT SURVEY CONTROL
 PR0874  ______________________________________________________________________
 PR0874* NAD 83(1996) POSITION- 44 00 34.33298(N) 097 07 13.07917(W)   ADJUSTED
 PR0874  ______________________________________________________________________
 PR0874  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 PR0874  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 PR0874  HORZ ORDER      -  THIRD
 PR0874
 PR0874.The horizontal coordinates were established by classical geodetic methods
 PR0874.and adjusted by the National Geodetic Survey in January 1998.
 PR0874
 PR0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0874.GEOID18 height accuracy estimate available here.
 PR0874
 PR0874.Click photographs - Photos may exist for this station.
 PR0874
 PR0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0874
 PR0874. The following values were computed from the NAD 83(1996) position.
 PR0874
 PR0874;                    North         East     Units Scale Factor Converg.
 PR0874;SPC SD S     -   191,197.474   857,581.648   MT  0.99993014   +2 12 59.5
 PR0874;SPC SD S     -   627,287.05  2,813,582.46   sFT  0.99993014   +2 12 59.5
 PR0874;UTM  14      - 4,874,649.672   650,680.131   MT  0.99987925   +1 18 22.4
 PR0874
 PR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5068074649(NAD 83)
 PR0874
 PR0874                          SUPERSEDED SURVEY CONTROL
 PR0874
 PR0874  NAD 83(1986)-  44 00 34.33611(N)    097 07 13.05356(W) AD(       ) 3
 PR0874  NAD 27      -  44 00 34.42400(N)    097 07 11.84100(W) AD(       ) 3
 PR0874
 PR0874.Superseded values are not recommended for survey control.
 PR0874
 PR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0874.See file dsdata.pdf to determine how the superseded data were derived.
 PR0874
 PR0874_MARKER: 53 = ELEVATED TANK
 PR0874
 PR0874  HISTORY     - Date     Condition        Report By
 PR0874  HISTORY     - 1949     FIRST OBSERVED   CGS
 PR0874
 PR0874                          STATION DESCRIPTION
 PR0874
 PR0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0874'STATION IS LOCATED IN THE NORTHWEST PART OF MADISON ON THE NORTH
 PR0874'SIDE OF NW FOURTH STREET.  STATION HAS 8 STEEL LEGS, IS ABOUT
 PR0874'110 FEET HIGH AND IS PAINTED SILVER.
 PR0874'
 PR0874'THE POINT INTERSECTED WAS THE BALL FINIAL.
 PR0874'
 PR0874'TO REACH FROM THE POST OFFICE IN MADISON GO WEST ONE BLOCK TO THE
 PR0874'MAIN STREET.  TURN RIGHT AND GO NORTH FOR 4 BLOCKS TO NW FOURTH
 PR0874'ST.  TURN LEFT AND GO WEST FOR 4 BLOCKS TO STATION ON RIGHT
 PR0874'OR NORTH SIDE OF STREET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0707 ***********************************************************************
 PS0707  DESIGNATION -  MADRA
 PS0707  PID         -  PS0707
 PS0707  STATE/COUNTY-  SD/HUGHES
 PS0707  COUNTRY     -  US
 PS0707  USGS QUAD   -  CHAPELLE LAKE NW (2017)
 PS0707
 PS0707                         *CURRENT SURVEY CONTROL
 PS0707  ______________________________________________________________________
 PS0707* NAD 83(1996) POSITION- 44 27 35.37684(N) 099 44 41.72308(W)   ADJUSTED
 PS0707* NAVD 88 ORTHO HEIGHT -   602.    (meters)     1975.    (feet) SCALED
 PS0707  ______________________________________________________________________
 PS0707  GEOID HEIGHT    -        -23.702 (meters)                     GEOID18
 PS0707  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 PS0707  HORZ ORDER      -  SECOND
 PS0707
 PS0707.The horizontal coordinates were established by classical geodetic methods
 PS0707.and adjusted by the National Geodetic Survey in January 1998.
 PS0707
 PS0707.The orthometric height was scaled from a topographic map.
 PS0707
 PS0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0707.GEOID18 height accuracy estimate available here.
 PS0707
 PS0707.Click photographs - Photos may exist for this station.
 PS0707
 PS0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0707
 PS0707. The following values were computed from the NAD 83(1996) position.
 PS0707
 PS0707;                    North         East     Units Scale Factor Converg.
 PS0707;SPC SD S     -   236,413.547   646,828.435   MT  1.00001484   +0 24 21.3
 PS0707;SPC SD S     -   775,633.45  2,122,136.29   sFT  1.00001484   +0 24 21.3
 PS0707;UTM  14      - 4,923,216.694   440,739.607   MT  0.99964319   -0 31 18.4
 PS0707
 PS0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0707!SPC SD S     -   0.99990927  x   1.00001484  =   0.99992411
 PS0707!UTM  14      -   0.99990927  x   0.99964319  =   0.99955250
 PS0707
 PS0707:                Primary Azimuth Mark                     Grid Az
 PS0707:SPC SD S     -  MADRA AZ MK 2                            208 24 24.0
 PS0707:UTM  14      -  MADRA AZ MK 2                            209 20 03.7
 PS0707
 PS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4073923216(NAD 83)
 PS0707
 PS0707|---------------------------------------------------------------------|
 PS0707| PID    Reference Object                     Distance      Geod. Az  |
 PS0707|                                                           dddmmss.s |
 PS0707| CO5940 MADRA AZ MK                                        0025035.6 |
 PS0707| PS0733 HARROLD MUNICIPAL TANK              APPROX. 6.9 KM 0035642.5 |
 PS0707| CO5942 MADRA RM 1                           20.754 METERS 00738     |
 PS0707| CO5944 MADRA RM 3                           24.128 METERS 09216     |
 PS0707| CO5943 MADRA RM 2                           25.320 METERS 10840     |
 PS0707| CO5941 MADRA AZ MK 2                                      2084845.3 |
 PS0707| CO5945 MADRA RM 4                           20.947 METERS 35236     |
 PS0707|---------------------------------------------------------------------|
 PS0707
 PS0707                          SUPERSEDED SURVEY CONTROL
 PS0707
 PS0707  NAD 83(1986)-  44 27 35.37340(N)    099 44 41.72912(W) AD(       ) 2
 PS0707  NAD 27      -  44 27 35.43300(N)    099 44 40.30800(W) AD(       ) 2
 PS0707
 PS0707.Superseded values are not recommended for survey control.
 PS0707
 PS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0707.See file dsdata.pdf to determine how the superseded data were derived.
 PS0707
 PS0707_MARKER: DS = TRIANGULATION STATION DISK
 PS0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0707_STAMPING: MADRA 1951 1967
 PS0707_MARK LOGO: CGS
 PS0707_PROJECTION: FLUSH
 PS0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0707+STABILITY: SURFACE MOTION
 PS0707
 PS0707  HISTORY     - Date     Condition        Report By
 PS0707  HISTORY     - 1951     MONUMENTED       CGS
 PS0707  HISTORY     - 1966     SEE DESCRIPTION  USGS
 PS0707  HISTORY     - 1967     SEE DESCRIPTION  CGS
 PS0707
 PS0707                          STATION DESCRIPTION
 PS0707
 PS0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0707'STATION IS LOCATED ABOUT 4 MILES SOUTH OF HARROLD ON AN EAST
 PS0707'WEST RIDGE.  STATION IS 42 FEET WEST OF THE APPROXIMATE
 PS0707'CENTERLINE OF GRAVEL ROAD, 16 FEET NORTHWEST OF WITNESS POST
 PS0707'AND 8 FEET WEST OF RIGHT OF WAY FENCE.  THE MARK IS FLUSH WITH
 PS0707'THE GROUND AND THE DISK IS STAMPED MADRA 1951.
 PS0707'
 PS0707'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE APPROXIMATE
 PS0707'CENTERLINE OF ROAD AND 1 FEET EAST OF FENCE.  THE MARK PROJECTS
 PS0707'ABOUT 4 INCHES AND THE DISK IS STAMPED MADRA NO 1 1951.
 PS0707'
 PS0707'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE APPROXIMATE
 PS0707'CENTERLINE OF ROAD AND 25 FEET SOUTH OF POWER POLE WITH
 PS0707'TRIANGLE BLAZE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 PS0707'DISK IS STAMPED MADRA NO 2 1951.
 PS0707'
 PS0707'AZIMUTH MARK IS 35 FEET EAST OF THE APPROXIMATE CENTERLINE
 PS0707'OF ROAD, 5 FEET SOUTH OF POWER POLE, 2 FEET SOUTH OF WITNESS
 PS0707'POST AND 0.5 FEET WEST OF RIGHT OF WAY FENCE.  THE MARK
 PS0707'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED MADRA 1951.
 PS0707'
 PS0707'TO REACH FROM THE CROSS STREETS JUST SOUTH OF THE POST OFFICE
 PS0707'IN HARROLD GO WEST FOR 0.2 MILE TO T INTERSECTION.  TURN LEFT
 PS0707'AND GO SOUTH ON GRAVEL ROAD FOR 4.0 MILES TO AZIMUTH MARK
 PS0707'ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH
 PS0707'FOR 0.3 MILE TO STATION ON RIGHT OR WEST SIDE OF ROAD AS
 PS0707'DESCRIBED.
 PS0707'
 PS0707'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PS0707
 PS0707                          STATION RECOVERY (1966)
 PS0707
 PS0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0707'STATION DESTROYED.  PORTION OF POST LYING IN DITCH.  REFERENCE
 PS0707'MARK 2 LOOSE IN GROUND.  REFERENCE MARK 1 IN GOOD CONDITION.
 PS0707'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  ROAD
 PS0707'CONSTRUCTION IN THE AREA.
 PS0707'
 PS0707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES S.
 PS0707'OF HARROLD.
 PS0707
 PS0707                          STATION RECOVERY (1967)
 PS0707
 PS0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PS0707'THE SURFACE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK HAD
 PS0707'BEEN DESTROYED.  THE UNDERGROUND MARK WAS RECOVERED AND FOUND
 PS0707'IN GOOD CONDITION.  R.M. NO. 1 HAD BEEN RESET BUT THERE WAS
 PS0707'NO RECORD OF THE DISTANCE OR DIRECTION FROM THE STATION.
 PS0707'THIS MARK WAS RESTAMPED NO. 4.  THE UNDERGROUND MARK WAS
 PS0707'LOWERED VERTICALLY AND THE SURFACE MARK RESET OVER THE
 PS0707'UNDERGROUND MARK.  ONE NEW REFERENCE MARK AND A NEW AZIMUTH MARK
 PS0707'WERE ESTABLISHED AT THIS TIME.
 PS0707'
 PS0707'TO REACH THE STATION FROM HARROLD, FROM THE POST OFFICE, GO
 PS0707'SOUTH FOR 0.05 MILE TO CROSS-STREETS, TURN RIGHT AND GO WEST
 PS0707'FOR 0.25 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH
 PS0707'FOR 4.3 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 PS0707'AZIMUTH MARK CONTINUE SOUTH FOR 0.4 MILE TO CROSSROADS, TURN
 PS0707'RIGHT AND GO WEST ON TRACK ROAD FOR 0.2 MILE TO THE MARK ON
 PS0707'THE RIGHT.
 PS0707'
 PS0707'THE STATION IS 42.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 PS0707'10.5 FEET NORTHEAST OF A TELEPHONE POLE AND 8 FEET EAST OF
 PS0707'A METAL WITNESS POST SET IN RIGHT OF WAY FENCE LINE.  THE
 PS0707'MARK IS FLUSH AND THE DISK IS STAMPED MADRA 1951 1967.
 PS0707'
 PS0707'R.M. NO. 3 IS 36.5 FEET EAST OF THE CENTERLINE OF THE ROAD
 PS0707'AND IS 1.5 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE.  THE
 PS0707'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MADRA NO 3 1951.
 PS0707'
 PS0707'R.M. NO. 4 IS 50 FEET WEST OF THE CENTERLINE OF THE ROAD
 PS0707'AND 0.5 FOOT WEST OF THE RIGHT OF WAY FENCE.  THE MARK PROJECTS
 PS0707'3 INCHES AND THE DISK IS STAMPED MADRA NO 4 1951.  THE ARROW
 PS0707'DOES NOT POINT TOWARD THE STATION.
 PS0707'
 PS0707'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF THE
 PS0707'TRACK ROAD, 1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 PS0707'SOUTH OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 PS0707'STAMPED MADRA 1951 AZ 2 1967.
 PS0707'
 PS0707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 PS0707'SOUTH HARROLD
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1127 ***********************************************************************
 PT1127  DESIGNATION -  MADSEN
 PT1127  PID         -  PT1127
 PT1127  STATE/COUNTY-  SD/HAAKON
 PT1127  COUNTRY     -  US
 PT1127  USGS QUAD   -  MIDLAND SE (2017)
 PT1127
 PT1127                         *CURRENT SURVEY CONTROL
 PT1127  ______________________________________________________________________
 PT1127* NAD 83(1996) POSITION- 44 03 26.24294(N) 101 03 14.59707(W)   ADJUSTED
 PT1127* NAVD 88 ORTHO HEIGHT -   665.    (meters)     2182.    (feet) SCALED
 PT1127  ______________________________________________________________________
 PT1127  GEOID HEIGHT    -        -23.134 (meters)                     GEOID18
 PT1127  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 PT1127  HORZ ORDER      -  THIRD
 PT1127
 PT1127.The horizontal coordinates were established by classical geodetic methods
 PT1127.and adjusted by the National Geodetic Survey in January 1998.
 PT1127
 PT1127.The orthometric height was scaled from a topographic map.
 PT1127
 PT1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1127.GEOID18 height accuracy estimate available here.
 PT1127
 PT1127.Click photographs - Photos may exist for this station.
 PT1127
 PT1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1127
 PT1127. The following values were computed from the NAD 83(1996) position.
 PT1127
 PT1127;                    North         East     Units Scale Factor Converg.
 PT1127;SPC SD S     -   191,770.656   542,253.742   MT  0.99993618   -0 29 49.9
 PT1127;SPC SD S     -   629,167.56  1,779,044.15   sFT  0.99993618   -0 29 49.9
 PT1127;UTM  14      - 4,880,287.105   335,475.317   MT  0.99993292   -1 25 43.2
 PT1127
 PT1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1127!SPC SD S     -   0.99989929  x   0.99993618  =   0.99983548
 PT1127!UTM  14      -   0.99989929  x   0.99993292  =   0.99983222
 PT1127
 PT1127:                Primary Azimuth Mark                     Grid Az
 PT1127:SPC SD S     -  MADSEN AZ MK                             151 02 12.2
 PT1127:UTM  14      -  MADSEN AZ MK                             151 58 05.5
 PT1127
 PT1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3547580287(NAD 83)
 PT1127
 PT1127|---------------------------------------------------------------------|
 PT1127| PID    Reference Object                     Distance      Geod. Az  |
 PT1127|                                                           dddmmss.s |
 PT1127| CP9903 MADSEN RM 1                          15.170 METERS 00228     |
 PT1127| CP9904 MADSEN RM 2                          14.206 METERS 10320     |
 PT1127| CP9902 MADSEN AZ MK                                       1503222.3 |
 PT1127|---------------------------------------------------------------------|
 PT1127
 PT1127                          SUPERSEDED SURVEY CONTROL
 PT1127
 PT1127  NAD 83(1986)-  44 03 26.23727(N)    101 03 14.60056(W) AD(       ) 3
 PT1127  NAD 27      -  44 03 26.28600(N)    101 03 13.09000(W) AD(       ) 3
 PT1127
 PT1127.Superseded values are not recommended for survey control.
 PT1127
 PT1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1127.See file dsdata.pdf to determine how the superseded data were derived.
 PT1127
 PT1127_MARKER: DS = TRIANGULATION STATION DISK
 PT1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1127_STAMPING: MADSEN 1952
 PT1127_MARK LOGO: CGS
 PT1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1127+STABILITY: SURFACE MOTION
 PT1127
 PT1127  HISTORY     - Date     Condition        Report By
 PT1127  HISTORY     - 1952     MONUMENTED       CGS
 PT1127
 PT1127                          STATION DESCRIPTION
 PT1127
 PT1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1127'THE STATION IS IN SECTION 12, T 1 N, R 25 E, ABOUT 4-3/4 MILES
 PT1127'EAST AND 1-1/4 MILES SOUTH OF MIDLAND, ABOUT 2-1/4 MILES
 PT1127'SOUTH OF THE BAD RIVER, ABOUT 1/2 MILE WEST OF THE JONES AND
 PT1127'HAAKON COUNTY LINE, AND ON THE PROPERTY OF MR. HARRY MADSEN.
 PT1127'
 PT1127'TO REACH THE STATION FROM THE BANK IN MIDLAND, GO EAST ON
 PT1127'U.S. HIGHWAY 14 FOR 0.15 MILE, TURN RIGHT (SOUTH) AND GO 1
 PT1127'BLOCK, TURN LEFT AND GO EAST AND SOUTH ON THE MAIN GRAVELED
 PT1127'ROAD FOR 3.0 MILES TO A FORK, TURN LEFT (EAST) AND GO 2.45
 PT1127'MILES TO THE TOP OF A HIGH GRADE, CONTINUE STRAIGHT AHEAD FOR
 PT1127'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON FOR
 PT1127'0.1 MILE TO A GATE ON THE LEFT, TURN LEFT AND GO NORTH ON
 PT1127'A TRACK ROAD FOR 0.2 MILE, TURN LEFT, LEAVING TRACK ROAD AND
 PT1127'GO NORTHWEST FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL
 PT1127'AND STATION.
 PT1127'
 PT1127'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1127'MADSEN 1952.
 PT1127'
 PT1127'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1127'MADSEN NO 1 1952.
 PT1127'
 PT1127'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1127'MADSEN NO 2 1952.
 PT1127'
 PT1127'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF A GRAVELED
 PT1127'ROAD, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 PT1127'8 INCHES AND THE DISK IS STAMPED MADSEN 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0137 ***********************************************************************
 QR0137  DESIGNATION -  MAGNETIC STA
 QR0137  PID         -  QR0137
 QR0137  STATE/COUNTY-  SD/MCPHERSON
 QR0137  COUNTRY     -  US
 QR0137  USGS QUAD   -  LEOLA (2017)
 QR0137
 QR0137                         *CURRENT SURVEY CONTROL
 QR0137  ______________________________________________________________________
 QR0137* NAD 83(1986) POSITION- 45 43 11.     (N) 098 56 13.     (W)   SCALED
 QR0137* NAVD 88 ORTHO HEIGHT -   483.089 (meters)     1584.93  (feet) ADJUSTED
 QR0137  ______________________________________________________________________
 QR0137  GEOID HEIGHT    -        -23.810 (meters)                     GEOID18
 QR0137  DYNAMIC HEIGHT  -        483.055 (meters)     1584.82  (feet) COMP
 QR0137  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 QR0137
 QR0137  VERT ORDER      -  SECOND    CLASS 0
 QR0137
 QR0137.The horizontal coordinates were scaled from a map and have
 QR0137.an estimated accuracy of +/- 6 seconds.
 QR0137
 QR0137.The orthometric height was determined by differential leveling and
 QR0137.adjusted by the NATIONAL GEODETIC SURVEY
 QR0137.in June 1991.
 QR0137
 QR0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0137.GEOID18 height accuracy estimate available here.
 QR0137
 QR0137.Click photographs - Photos may exist for this station.
 QR0137
 QR0137.The dynamic height is computed by dividing the NAVD 88
 QR0137.geopotential number by the normal gravity value computed on the
 QR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0137.degrees latitude (g = 980.6199 gals.).
 QR0137
 QR0137.The modeled gravity was interpolated from observed gravity values.
 QR0137
 QR0137;                    North         East    Units  Estimated Accuracy
 QR0137;SPC SD N     -   210,170.      682,760.      MT  (+/- 180 meters Scaled)
 QR0137
 QR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR049629(NAD 83)
 QR0137
 QR0137                          SUPERSEDED SURVEY CONTROL
 QR0137
 QR0137  NGVD 29 (??/??/92)  482.737  (m)         1583.78   (f) ADJ UNCH    2 0
 QR0137
 QR0137.Superseded values are not recommended for survey control.
 QR0137
 QR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0137.See file dsdata.pdf to determine how the superseded data were derived.
 QR0137
 QR0137_MARKER: DM = MAGNETIC STATION DISK
 QR0137_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QR0137_MARK LOGO: CGS
 QR0137_PROJECTION: RECESSED 8 CENTIMETERS
 QR0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0137
 QR0137  HISTORY     - Date     Condition        Report By
 QR0137  HISTORY     - UNK      MONUMENTED       CGS
 QR0137  HISTORY     - 1940     GOOD             CGS
 QR0137
 QR0137                          STATION DESCRIPTION
 QR0137
 QR0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0137'AT LEOLA.
 QR0137'AT LEOLA, MC PHERSON COUNTY, IN THE SOUTHEAST CORNER OF THE PUBLIC
 QR0137'SCHOOL GROUNDS, 162.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QR0137'THE GRADE SCHOOL BUILDING, 151.2 FEET EAST OF THE SOUTHEAST
 QR0137'CORNER OF A WHITE BUILDING SOUTH OF THE HIGH SCHOOL BUILDING,
 QR0137'AT THE EAST MARGIN OF A TENNIS COURT, 18.6 FEET WEST OF THE
 QR0137'SECOND TREE FROM THE SOUTH END OF THE WEST ROW OF TREES, 1.0 FOOT
 QR0137'NORTH OF A WHITE REFERENCE POST, AND ABOUT 3 INCHES UNDER GROUND.
 QR0137'A STANDARD MAGNETIC-STATION DISK, SET IN THE TOP OF A LIMESTONE
 QR0137'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0008 ***********************************************************************
 PT0008  DESIGNATION -  MAGNETIC STATION
 PT0008  PID         -  PT0008
 PT0008  STATE/COUNTY-  SD/SULLY
 PT0008  COUNTRY     -  US
 PT0008  USGS QUAD   -  ONIDA (2017)
 PT0008
 PT0008                         *CURRENT SURVEY CONTROL
 PT0008  ______________________________________________________________________
 PT0008* NAD 83(1986) POSITION- 44 42 41.     (N) 100 04 06.     (W)   SCALED
 PT0008* NAVD 88 ORTHO HEIGHT -   567.822 (meters)     1862.93  (feet) ADJUSTED
 PT0008  ______________________________________________________________________
 PT0008  GEOID HEIGHT    -        -23.012 (meters)                     GEOID18
 PT0008  DYNAMIC HEIGHT  -        567.720 (meters)     1862.59  (feet) COMP
 PT0008  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 PT0008
 PT0008  VERT ORDER      -  FIRST     CLASS II
 PT0008
 PT0008.The horizontal coordinates were scaled from a map and have
 PT0008.an estimated accuracy of +/- 6 seconds.
 PT0008
 PT0008.The orthometric height was determined by differential leveling and
 PT0008.adjusted by the NATIONAL GEODETIC SURVEY
 PT0008.in June 1991.
 PT0008
 PT0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0008.GEOID18 height accuracy estimate available here.
 PT0008
 PT0008.Click photographs - Photos may exist for this station.
 PT0008
 PT0008.The dynamic height is computed by dividing the NAVD 88
 PT0008.geopotential number by the normal gravity value computed on the
 PT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0008.degrees latitude (g = 980.6199 gals.).
 PT0008
 PT0008.The modeled gravity was interpolated from observed gravity values.
 PT0008
 PT0008;                    North         East    Units  Estimated Accuracy
 PT0008;SPC SD N     -    97,570.      594,590.      MT  (+/- 180 meters Scaled)
 PT0008
 PT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ153514(NAD 83)
 PT0008
 PT0008                          SUPERSEDED SURVEY CONTROL
 PT0008
 PT0008  NGVD 29 (??/??/92)  567.454  (m)         1861.72   (f) ADJ UNCH    1 2
 PT0008
 PT0008.Superseded values are not recommended for survey control.
 PT0008
 PT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0008.See file dsdata.pdf to determine how the superseded data were derived.
 PT0008
 PT0008_MARKER: DM = MAGNETIC STATION DISK
 PT0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0008_STAMPING: ELEV 1861.722 FT
 PT0008_MARK LOGO: CGS
 PT0008_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0008+STABILITY: SURFACE MOTION
 PT0008
 PT0008  HISTORY     - Date     Condition        Report By
 PT0008  HISTORY     - UNK      MONUMENTED       CGS
 PT0008  HISTORY     - 1926     GOOD             CGS
 PT0008  HISTORY     - 1964     MARK NOT FOUND   USGS
 PT0008
 PT0008                          STATION DESCRIPTION
 PT0008
 PT0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0008'AT ONIDA.
 PT0008'AT ONIDA, SULLY COUNTY, ABOUT 1/4 NORTHWEST OF THE NORTHWEST
 PT0008'CORNER OF THE COURTHOUSE, AT THE NORTHWEST CORNER OF THE
 PT0008'COUNTY PARK, 85.3 FEET SOUTH OF THE NORTH FENCE OF THE PARK,
 PT0008'AND 73.3 FEET EAST OF THE WEST FENCE.  A STANDARD MAGNETIC-STATION
 PT0008'DISK, STAMPED ELEV 1861.722 FT AND SET IN THE TOP OF A CONCRETE
 PT0008'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 PT0008
 PT0008                          STATION RECOVERY (1964)
 PT0008
 PT0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0025 ***********************************************************************
 OR0025  DESIGNATION -  MAGNETIC STATION
 OR0025  PID         -  OR0025
 OR0025  STATE/COUNTY-  SD/AURORA
 OR0025  COUNTRY     -  US
 OR0025  USGS QUAD   -  PLANKINTON (2017)
 OR0025
 OR0025                         *CURRENT SURVEY CONTROL
 OR0025  ______________________________________________________________________
 OR0025* NAD 83(1986) POSITION- 43 43 17.     (N) 098 27 52.     (W)   SCALED
 OR0025* NAVD 88 ORTHO HEIGHT -   458.918 (meters)     1505.63  (feet) ADJUSTED
 OR0025  ______________________________________________________________________
 OR0025  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 OR0025  DYNAMIC HEIGHT  -        458.805 (meters)     1505.26  (feet) COMP
 OR0025  MODELED GRAVITY -    980,357.6   (mgal)                       NAVD 88
 OR0025
 OR0025  VERT ORDER      -  FIRST     CLASS II
 OR0025
 OR0025.The horizontal coordinates were scaled from a map and have
 OR0025.an estimated accuracy of +/- 6 seconds.
 OR0025
 OR0025.The orthometric height was determined by differential leveling and
 OR0025.adjusted by the NATIONAL GEODETIC SURVEY
 OR0025.in June 1991.
 OR0025
 OR0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0025.GEOID18 height accuracy estimate available here.
 OR0025
 OR0025.Click photographs - Photos may exist for this station.
 OR0025
 OR0025.The dynamic height is computed by dividing the NAVD 88
 OR0025.geopotential number by the normal gravity value computed on the
 OR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0025.degrees latitude (g = 980.6199 gals.).
 OR0025
 OR0025.The modeled gravity was interpolated from observed gravity values.
 OR0025
 OR0025;                    North         East    Units  Estimated Accuracy
 OR0025;SPC SD S     -   155,900.      750,570.      MT  (+/- 180 meters Scaled)
 OR0025
 OR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP431410(NAD 83)
 OR0025
 OR0025                          SUPERSEDED SURVEY CONTROL
 OR0025
 OR0025  NGVD 29 (??/??/92)  458.599  (m)         1504.59   (f) ADJ UNCH    1 2
 OR0025
 OR0025.Superseded values are not recommended for survey control.
 OR0025
 OR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0025.See file dsdata.pdf to determine how the superseded data were derived.
 OR0025
 OR0025_MARKER: V = STONE MONUMENT
 OR0025_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0025
 OR0025  HISTORY     - Date     Condition        Report By
 OR0025  HISTORY     - 1909     MONUMENTED       CGS
 OR0025  HISTORY     - 1935     GOOD             CGS
 OR0025  HISTORY     - 20120126 MARK NOT FOUND   INDIV
 OR0025
 OR0025                          STATION DESCRIPTION
 OR0025
 OR0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (HEM)
 OR0025'1.5 MI NE FROM PLANKINTON.
 OR0025'ABOUT 1.5 MILES NORTHEAST OF PLANKINTON, AURORA COUNTY, NEAR THE
 OR0025'CENTER OF A CEMETERY, ABOUT 100 YARDS WEST OF THE NORTH ONE
 OR0025'OF TWO GATES ON THE EAST SIDE OF THE CEMETERY, 85 FEET NORTHWEST
 OR0025'OF THE NORTHWEST CORNER OF THE MULLIVAN MONUMENT, 87 FEET SOUTHEAST
 OR0025'OF THE LINDSEY MONUMENT, 78 FEET WEST OF THE GROVES MONUMENT,
 OR0025'21.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BASE OF AN
 OR0025'OBELISK TO CIVIL WAR SOLDIERS, AND 3.4 FEET WEST OF THE NORTHWEST
 OR0025'CORNER OF THE ROBERT C. COWELL MONUMENT.  A LIMESTONE POST,
 OR0025'MARKED U.S.C. AND G.S. 1909 PROJECTING ABOUT 1 INCH ABOVE GROUND.
 OR0025
 OR0025                          STATION RECOVERY (1935)
 OR0025
 OR0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0025'RECOVERED IN GOOD CONDITION.
 OR0025
 OR0025                          STATION RECOVERY (2012)
 OR0025
 OR0025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0121 ***********************************************************************
 PS0121  DESIGNATION -  MAGNETIC STATION
 PS0121  PID         -  PS0121
 PS0121  STATE/COUNTY-  SD/SANBORN
 PS0121  COUNTRY     -  US
 PS0121  USGS QUAD   -  WOONSOCKET (2017)
 PS0121
 PS0121                         *CURRENT SURVEY CONTROL
 PS0121  ______________________________________________________________________
 PS0121* NAD 83(1986) POSITION- 44 03 34.     (N) 098 17 00.     (W)   SCALED
 PS0121* NAVD 88 ORTHO HEIGHT -   399.273 (meters)     1309.95  (feet) ADJUSTED
 PS0121  ______________________________________________________________________
 PS0121  GEOID HEIGHT    -        -25.481 (meters)                     GEOID18
 PS0121  DYNAMIC HEIGHT  -        399.192 (meters)     1309.68  (feet) COMP
 PS0121  MODELED GRAVITY -    980,405.7   (mgal)                       NAVD 88
 PS0121
 PS0121  VERT ORDER      -  SECOND    CLASS 0
 PS0121
 PS0121.The horizontal coordinates were scaled from a map and have
 PS0121.an estimated accuracy of +/- 6 seconds.
 PS0121
 PS0121.The orthometric height was determined by differential leveling and
 PS0121.adjusted by the NATIONAL GEODETIC SURVEY
 PS0121.in June 1991.
 PS0121
 PS0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0121.GEOID18 height accuracy estimate available here.
 PS0121
 PS0121.Click photographs - Photos may exist for this station.
 PS0121
 PS0121.The dynamic height is computed by dividing the NAVD 88
 PS0121.geopotential number by the normal gravity value computed on the
 PS0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0121.degrees latitude (g = 980.6199 gals.).
 PS0121
 PS0121.The modeled gravity was interpolated from observed gravity values.
 PS0121
 PS0121;                    North         East    Units  Estimated Accuracy
 PS0121;SPC SD S     -   193,790.      764,230.      MT  (+/- 180 meters Scaled)
 PS0121
 PS0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP574787(NAD 83)
 PS0121
 PS0121                          SUPERSEDED SURVEY CONTROL
 PS0121
 PS0121  NGVD 29 (??/??/92)  398.98   (m)         1309.0    (f) COMPUTED    2 0
 PS0121
 PS0121.Superseded values are not recommended for survey control.
 PS0121
 PS0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0121.See file dsdata.pdf to determine how the superseded data were derived.
 PS0121
 PS0121_MARKER: V = STONE MONUMENT
 PS0121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PS0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0121
 PS0121  HISTORY     - Date     Condition        Report By
 PS0121  HISTORY     - UNK      MONUMENTED       CGS
 PS0121  HISTORY     - 1934     GOOD             CGS
 PS0121
 PS0121                          STATION DESCRIPTION
 PS0121
 PS0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0121'1.3 MI W FROM WOONSOCKET.
 PS0121'1.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0121'RAILROAD FROM THE COUNTY COURTHOUSE AT WOONSOCKET, SANBORN
 PS0121'COUNTY, AT EVENTIDE CEMETERY, 230 FEET NORTH OF THE SOUTH FENCE,
 PS0121'120 FEET WEST OF THE EAST FENCE, 90 FEET SOUTH OF THE CENTERLINE
 PS0121'OF A DRIVE THROUGH THE CEMETERY, AND IN THE CENTER OF A ROADWAY
 PS0121'BETWEEN THE GRAVES.  THE TOP OF A STONE POST ENGRAVED USC AND
 PS0121'GS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0411 ***********************************************************************
 QS0411  DESIGNATION -  MAGNETIC STATION
 QS0411  PID         -  QS0411
 QS0411  STATE/COUNTY-  SD/CORSON
 QS0411  COUNTRY     -  US
 QS0411  USGS QUAD   -  MCINTOSH (2017)
 QS0411
 QS0411                         *CURRENT SURVEY CONTROL
 QS0411  ______________________________________________________________________
 QS0411* NAD 83(1986) POSITION- 45 55 24.     (N) 101 20 37.     (W)   SCALED
 QS0411* NAVD 88 ORTHO HEIGHT -   692.056 (meters)     2270.52  (feet) ADJUSTED
 QS0411  ______________________________________________________________________
 QS0411  GEOID HEIGHT    -        -20.407 (meters)                     GEOID18
 QS0411  DYNAMIC HEIGHT  -        691.993 (meters)     2270.31  (feet) COMP
 QS0411  MODELED GRAVITY -    980,500.9   (mgal)                       NAVD 88
 QS0411
 QS0411  VERT ORDER      -  FIRST     CLASS II
 QS0411
 QS0411.The horizontal coordinates were scaled from a map and have
 QS0411.an estimated accuracy of +/- 6 seconds.
 QS0411
 QS0411.The orthometric height was determined by differential leveling and
 QS0411.adjusted by the NATIONAL GEODETIC SURVEY
 QS0411.in June 1991.
 QS0411
 QS0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0411.GEOID18 height accuracy estimate available here.
 QS0411
 QS0411.Click photographs - Photos may exist for this station.
 QS0411
 QS0411.The dynamic height is computed by dividing the NAVD 88
 QS0411.geopotential number by the normal gravity value computed on the
 QS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0411.degrees latitude (g = 980.6199 gals.).
 QS0411
 QS0411.The modeled gravity was interpolated from observed gravity values.
 QS0411
 QS0411;                    North         East    Units  Estimated Accuracy
 QS0411;SPC SD N     -   233,130.      495,780.      MT  (+/- 180 meters Scaled)
 QS0411
 QS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR182882(NAD 83)
 QS0411
 QS0411                          SUPERSEDED SURVEY CONTROL
 QS0411
 QS0411  NGVD 29 (??/??/92)  691.571  (m)         2268.93   (f) ADJ UNCH    1 2
 QS0411
 QS0411.Superseded values are not recommended for survey control.
 QS0411
 QS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0411.See file dsdata.pdf to determine how the superseded data were derived.
 QS0411
 QS0411_MARKER: DM = MAGNETIC STATION DISK
 QS0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0411_MARK LOGO: CGS
 QS0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0411+STABILITY: SURFACE MOTION
 QS0411
 QS0411  HISTORY     - Date     Condition        Report By
 QS0411  HISTORY     - UNK      MONUMENTED       CGS
 QS0411  HISTORY     - 1938     GOOD             CGS
 QS0411  HISTORY     - 1972     MARK NOT FOUND   USGS
 QS0411  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0411
 QS0411                          STATION DESCRIPTION
 QS0411
 QS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0411'0.4 MI NE FROM MC INTOSH.
 QS0411'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 QS0411'MC INTOSH, CORSON COUNTY, ABOUT 180 FEET SOUTH OF THE CENTER
 QS0411'LINE OF THE HIGHWAY, IN A NORTH-AND-SOUTH FENCE LINE BETWEEN
 QS0411'THE HIGHWAY AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0411'RAILROAD, AND ON THE WEST SIDE OF A SMALL LAKE.  A STANDARD
 QS0411'MAGNETIC-STATION DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0411'ABOUT 4 INCHES ABOVE GROUND.
 QS0411
 QS0411                          STATION RECOVERY (1972)
 QS0411
 QS0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QS0411'MARK NOT FOUND.
 QS0411
 QS0411                          STATION RECOVERY (1985)
 QS0411
 QS0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0411'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0411 ***********************************************************************
 OR0411  DESIGNATION -  MAGNETIC STATION
 OR0411  PID         -  OR0411
 OR0411  STATE/COUNTY-  SD/BRULE
 OR0411  COUNTRY     -  US
 OR0411  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0411
 OR0411                         *CURRENT SURVEY CONTROL
 OR0411  ______________________________________________________________________
 OR0411* NAD 83(1986) POSITION- 43 48 45.     (N) 099 20 26.     (W)   SCALED
 OR0411* NAVD 88 ORTHO HEIGHT -   408.208 (meters)     1339.26  (feet) POSTED
 OR0411  ______________________________________________________________________
 OR0411  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 OR0411  DYNAMIC HEIGHT  -        408.10  (meters)     1338.9   (feet) COMP
 OR0411  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 OR0411
 OR0411  VERT ORDER      -  * POSTED, SEE BELOW
 OR0411
 OR0411.The horizontal coordinates were scaled from a map and have
 OR0411.an estimated accuracy of +/- 6 seconds.
 OR0411
 OR0411.The orthometric height was determined by differential leveling
 OR0411.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OR0411
 OR0411.* This is a POSTED BENCH MARK height.
 OR0411
 OR0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0411.GEOID18 height accuracy estimate available here.
 OR0411
 OR0411.Click photographs - Photos may exist for this station.
 OR0411
 OR0411.The dynamic height is computed by dividing the NAVD 88
 OR0411.geopotential number by the normal gravity value computed on the
 OR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0411.degrees latitude (g = 980.6199 gals.).
 OR0411
 OR0411.The modeled gravity was interpolated from observed gravity values.
 OR0411
 OR0411;                    North         East    Units  Estimated Accuracy
 OR0411;SPC SD S     -   164,800.      679,870.      MT  (+/- 180 meters Scaled)
 OR0411
 OR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP726511(NAD 83)
 OR0411
 OR0411                          SUPERSEDED SURVEY CONTROL
 OR0411
 OR0411.No superseded survey control is available for this station.
 OR0411
 OR0411_MARKER: DM = MAGNETIC STATION DISK
 OR0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0411_SP_SET: BRIDGE
 OR0411_MARK LOGO: CGS
 OR0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0411
 OR0411  HISTORY     - Date     Condition        Report By
 OR0411  HISTORY     - 1925     MONUMENTED       CGS
 OR0411  HISTORY     - 1946     GOOD             CGS
 OR0411  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0411
 OR0411                          STATION DESCRIPTION
 OR0411
 OR0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0411'0.8 MI W FROM CHAMBERLAIN. LOCATED IN THE WESTERN PART OF ISLAND PARK,
 OR0411'A SHORT DISTANCE FROM THE WEST END OF THE WESTERN APPROACH OF THE
 OR0411'HIGHWAY BRIDGE ACROSS THE MISSOURI RIVER.  IS 55 FEET SOUTHEAST OF A
 OR0411'LARGE COTTONWOOD TREE, 162 FEET WEST OF THE WEST CORNER OF THE
 OR0411'CHAUTAUQUA HOUSE, AND 186 FEET NORTHWEST OF THE SOUTH CORNER OF THE
 OR0411'SAME HOUSE.
 OR0411
 OR0411                          STATION RECOVERY (1974)
 OR0411
 OR0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0135 ***********************************************************************
 OR0135  DESIGNATION -  MAGNETIC STATION N
 OR0135  PID         -  OR0135
 OR0135  STATE/COUNTY-  SD/GREGORY
 OR0135  COUNTRY     -  US
 OR0135  USGS QUAD   -  BONESTEEL (2017)
 OR0135
 OR0135                         *CURRENT SURVEY CONTROL
 OR0135  ______________________________________________________________________
 OR0135* NAD 83(1986) POSITION- 43 01 50.     (N) 098 53 18.     (W)   SCALED
 OR0135* NAVD 88 ORTHO HEIGHT -   590.115 (meters)     1936.07  (feet) ADJUSTED
 OR0135  ______________________________________________________________________
 OR0135  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 OR0135  DYNAMIC HEIGHT  -        589.896 (meters)     1935.35  (feet) COMP
 OR0135  MODELED GRAVITY -    980,231.0   (mgal)                       NAVD 88
 OR0135
 OR0135  VERT ORDER      -  FIRST     CLASS II
 OR0135
 OR0135.The horizontal coordinates were scaled from a map and have
 OR0135.an estimated accuracy of +/- 6 seconds.
 OR0135
 OR0135.The orthometric height was determined by differential leveling and
 OR0135.adjusted by the NATIONAL GEODETIC SURVEY
 OR0135.in June 1991.
 OR0135
 OR0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0135.GEOID18 height accuracy estimate available here.
 OR0135
 OR0135.Click photographs - Photos may exist for this station.
 OR0135
 OR0135.The dynamic height is computed by dividing the NAVD 88
 OR0135.geopotential number by the normal gravity value computed on the
 OR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0135.degrees latitude (g = 980.6199 gals.).
 OR0135
 OR0135.The modeled gravity was interpolated from observed gravity values.
 OR0135
 OR0135;                    North         East    Units  Estimated Accuracy
 OR0135;SPC SD S     -    78,480.      717,760.      MT  (+/- 180 meters Scaled)
 OR0135
 OR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN090642(NAD 83)
 OR0135
 OR0135                          SUPERSEDED SURVEY CONTROL
 OR0135
 OR0135  NGVD 29 (??/??/92)  589.795  (m)         1935.02   (f) ADJ UNCH    1 2
 OR0135
 OR0135.Superseded values are not recommended for survey control.
 OR0135
 OR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0135.See file dsdata.pdf to determine how the superseded data were derived.
 OR0135
 OR0135_MARKER: DM = MAGNETIC STATION DISK
 OR0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0135_STAMPING: ELEV 1935.131 FEET
 OR0135_MARK LOGO: CGS
 OR0135_PROJECTION: FLUSH
 OR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0135+STABILITY: SURFACE MOTION
 OR0135
 OR0135  HISTORY     - Date     Condition        Report By
 OR0135  HISTORY     - UNK      MONUMENTED       CGS
 OR0135  HISTORY     - 1933     GOOD             CGS
 OR0135  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0135  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0135
 OR0135                          STATION DESCRIPTION
 OR0135
 OR0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0135'AT FAIRFAX.
 OR0135'AT FAIRFAX, GREOGRY COUNTY, ACROSS THE CHICAGO AND NORTH WESTERN
 OR0135'RAILWAY TRACK AND A STREET FROM THE STATION, IN THE NORTH END
 OR0135'OF THE CITY PARK, 76 FEET SOUTH OF THE CENTER LINE OF THE STREET
 OR0135'ON THE NORTH SIDE OF THE PARK, 70.3 FEET SOUTHEAST OF A
 OR0135'POWER-TRANSMISSION LINE POLE AT THE NORTHWEST CORNER OF THE
 OR0135'PARK, AND 0.5 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A
 OR0135'STANDARD MAGNETIC-STATION DISK, STAMPED ELEV 1935.131 FEET AND
 OR0135'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OR0135
 OR0135                          STATION RECOVERY (1962)
 OR0135
 OR0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0135'MARK NOT FOUND.
 OR0135
 OR0135                          STATION RECOVERY (2013)
 OR0135
 OR0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0820 ***********************************************************************
 QS0820  DESIGNATION -  MAHTO
 QS0820  PID         -  QS0820
 QS0820  STATE/COUNTY-  SD/CORSON
 QS0820  COUNTRY     -  US
 QS0820  USGS QUAD   -  WAKPALA NW (2017)
 QS0820
 QS0820                         *CURRENT SURVEY CONTROL
 QS0820  ______________________________________________________________________
 QS0820* NAD 83(1996) POSITION- 45 42 14.91201(N) 100 40 14.80134(W)   ADJUSTED
 QS0820* NAVD 88 ORTHO HEIGHT -   623.    (meters)     2044.    (feet) SCALED
 QS0820  ______________________________________________________________________
 QS0820  GEOID HEIGHT    -        -21.340 (meters)                     GEOID18
 QS0820  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 QS0820  HORZ ORDER      -  THIRD
 QS0820
 QS0820.The horizontal coordinates were established by classical geodetic methods
 QS0820.and adjusted by the National Geodetic Survey in January 1998.
 QS0820
 QS0820.The orthometric height was scaled from a topographic map.
 QS0820
 QS0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0820.GEOID18 height accuracy estimate available here.
 QS0820
 QS0820.Click photographs - Photos may exist for this station.
 QS0820
 QS0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0820
 QS0820. The following values were computed from the NAD 83(1996) position.
 QS0820
 QS0820;                    North         East     Units Scale Factor Converg.
 QS0820;SPC SD N     -   208,113.289   547,763.453   MT  1.00000408   -0 28 29.0
 QS0820;SPC SD N     -   682,785.02  1,797,120.60   sFT  1.00000408   -0 28 29.0
 QS0820;UTM  14      - 5,062,533.978   369,940.417   MT  0.99980796   -1 11 45.7
 QS0820
 QS0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0820!SPC SD N     -   0.99990562  x   1.00000408  =   0.99990970
 QS0820!UTM  14      -   0.99990562  x   0.99980796  =   0.99971360
 QS0820
 QS0820:                Primary Azimuth Mark                     Grid Az
 QS0820:SPC SD N     -  MAHTO AZ MK                              086 47 14.4
 QS0820:UTM  14      -  MAHTO AZ MK                              087 30 31.1
 QS0820
 QS0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6994062533(NAD 83)
 QS0820
 QS0820|---------------------------------------------------------------------|
 QS0820| PID    Reference Object                     Distance      Geod. Az  |
 QS0820|                                                           dddmmss.s |
 QS0820| CO5949 MAHTO AZ MK                                        0861845.4 |
 QS0820| CO5950 MAHTO RM 1                           12.048 METERS 16035     |
 QS0820| CO5951 MAHTO RM 2                           16.429 METERS 31451     |
 QS0820|---------------------------------------------------------------------|
 QS0820
 QS0820                          SUPERSEDED SURVEY CONTROL
 QS0820
 QS0820  NAD 83(1986)-  45 42 14.90309(N)    100 40 14.79790(W) AD(       ) 3
 QS0820  NAD 27      -  45 42 14.90900(N)    100 40 13.28300(W) AD(       ) 3
 QS0820
 QS0820.Superseded values are not recommended for survey control.
 QS0820
 QS0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0820.See file dsdata.pdf to determine how the superseded data were derived.
 QS0820
 QS0820_MARKER: DS = TRIANGULATION STATION DISK
 QS0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0820_STAMPING: MAHTO 1952
 QS0820_MARK LOGO: CGS
 QS0820_PROJECTION: FLUSH
 QS0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0820+STABILITY: SURFACE MOTION
 QS0820
 QS0820  HISTORY     - Date     Condition        Report By
 QS0820  HISTORY     - 1952     MONUMENTED       CGS
 QS0820  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QS0820  HISTORY     - 1969     GOOD             USAF
 QS0820
 QS0820                          STATION DESCRIPTION
 QS0820
 QS0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0820'THE STATION IS IN SECTION 16, T 20 N, R 28 E, ABOUT 7-3/4 MILES
 QS0820'SOUTH AND 7 MILES EAST OF MC LAUGHLIN, 4 MILES SOUTH OF MAHTO,
 QS0820'69 FEET WEST OF THE CENTER OF U.S. HIGHWAY U2, 61 FEET SOUTH
 QS0820'OF THE CENTER OF A TRACK ROAD AND 6 FEET SOUTHWEST OF A (4
 QS0820'X 4 INCH) WITNESS POST.
 QS0820'
 QS0820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QS0820'AND STATE HIGHWAY 63 AT THE NORTH EDGE OF MC LAUGHLIN, GO
 QS0820'SOUTH AND EAST, PASSING THROUGH TOWN, ON U.S. HIGHWAY 12 FOR
 QS0820'14.65 MILES TO A CROSS ROAD AND THE STATION ON THE RIGHT,
 QS0820'TURN LEFT ON A GRAVELED ROAD AND GO 0.3 MILE TO THE AZIMUTH
 QS0820'MARK ON THE LEFT AS DESCRIBED.
 QS0820'
 QS0820'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QS0820'STAMPED MAHTO 1952.
 QS0820'
 QS0820'REFERENCE MARK 1 IS 21 FEET WEST OF A WIRE FENCE.  THE MARK
 QS0820'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED MAHTO NO 1
 QS0820'1952.
 QS0820'
 QS0820'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTER OF A TRACK
 QS0820'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 QS0820'4 INCHES AND THE DISK IS STAMPED MAHTO NO 2 1952.
 QS0820'
 QS0820'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE GRAVELED
 QS0820'ROAD, 6 FEET SOUTH OF A WIRE FENCE AND 3 FEET WEST OF A (4 X
 QS0820'4 INCH) WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QS0820'IS STAMPED MAHTO 1952.
 QS0820'
 QS0820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0820
 QS0820                          STATION RECOVERY (1964)
 QS0820
 QS0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QS0820'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 QS0820'IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS
 QS0820'WERE IN THE WAY OF HIGHWAY IMPROVEMENT SO A NEW STATION
 QS0820'WAS ESTABLISHED IN THE VICINITY AND THESE MARKS WERE DESTROYED.
 QS0820'SEE DESCRIPTION FOR STATION MAHTO 2 1964.
 QS0820'
 QS0820'STATION MAHTO 2 WAS ESTABLISHED ON A LINE AWAY FROM THE
 QS0820'AZIMUTH MARK AND THE 1952 AZIMUTH MARK WAS USED FOR THE AZIMUTH
 QS0820'OF THE NEW STATION.
 QS0820
 QS0820                          STATION RECOVERY (1969)
 QS0820
 QS0820'RECOVERY NOTE BY US AIR FORCE 1969
 QS0820'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE FOUND
 QS0820'IN GOOD CONDITION.
 QS0820'
 QS0820'A NEW AREA DESCRIPTION IS AS FOLLOWS--
 QS0820'
 QS0820'THE STATION IS LOCATED 21 FEET WEST OF A FENCE CORNER, 45
 QS0820'FEET SOUTH OF A FENCE CORNER, 100 FEET SOUTH OF A DIRT ROAD,
 QS0820'AND 150 FEET WEST OF U.S. HIGHWAY 12.
 QS0820'
 QS0820'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 QS0820'
 QS0820'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 QS0820'12 AND MAIN STREET IN MOBRIDGE, SOUTH DAKOTA, GO WEST AND
 QS0820'NORTH ON U.S. HIGHWAY 12, OVER THE OAHE RESERVOIR, FOR 19.7
 QS0820'MILES TO A CROSSROADS AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0819 ***********************************************************************
 QS0819  DESIGNATION -  MAHTO 2
 QS0819  PID         -  QS0819
 QS0819  STATE/COUNTY-  SD/CORSON
 QS0819  COUNTRY     -  US
 QS0819  USGS QUAD   -  WAKPALA NW (2017)
 QS0819
 QS0819                         *CURRENT SURVEY CONTROL
 QS0819  ______________________________________________________________________
 QS0819* NAD 83(1996) POSITION- 45 42 14.84410(N) 100 40 16.30544(W)   NO CHECK
 QS0819* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 QS0819  ______________________________________________________________________
 QS0819  GEOID HEIGHT    -        -21.339 (meters)                     GEOID18
 QS0819  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 QS0819  HORZ ORDER      -  THIRD
 QS0819
 QS0819.The horizontal coordinates were established by classical geodetic methods
 QS0819.and adjusted by the National Geodetic Survey in January 1998.
 QS0819
 QS0819.No horizontal observational check was made to the station.
 QS0819
 QS0819.The orthometric height was scaled from a topographic map.
 QS0819
 QS0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0819.GEOID18 height accuracy estimate available here.
 QS0819
 QS0819.Click photographs - Photos may exist for this station.
 QS0819
 QS0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0819
 QS0819. The following values were computed from the NAD 83(1996) position.
 QS0819
 QS0819;                    North         East     Units Scale Factor Converg.
 QS0819;SPC SD N     -   208,111.462   547,730.900   MT  1.00000408   -0 28 30.1
 QS0819;SPC SD N     -   682,779.02  1,797,013.79   sFT  1.00000408   -0 28 30.1
 QS0819;UTM  14      - 5,062,532.562   369,907.849   MT  0.99980807   -1 11 46.7
 QS0819
 QS0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0819!SPC SD N     -   0.99990656  x   1.00000408  =   0.99991064
 QS0819!UTM  14      -   0.99990656  x   0.99980807  =   0.99971465
 QS0819
 QS0819:                Primary Azimuth Mark                     Grid Az
 QS0819:SPC SD N     -  MAHTO AZ MK                              086 47 14.9
 QS0819:UTM  14      -  MAHTO AZ MK                              087 30 31.5
 QS0819
 QS0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6990762532(NAD 83)
 QS0819
 QS0819|---------------------------------------------------------------------|
 QS0819| PID    Reference Object                     Distance      Geod. Az  |
 QS0819|                                                           dddmmss.s |
 QS0819| CO5949 MAHTO AZ MK                                        0861844.8 |
 QS0819| QS0820 MAHTO                                32.604 METERS 08619     |
 QS0819| CO5952 MAHTO 2 RM 3                         15.874 METERS 24647     |
 QS0819| CO5953 MAHTO 2 RM 4                         15.543 METERS 33505     |
 QS0819|---------------------------------------------------------------------|
 QS0819
 QS0819                          SUPERSEDED SURVEY CONTROL
 QS0819
 QS0819  NAD 83(1986)-  45 42 14.83518(N)    100 40 16.30199(W) AD(       ) 3
 QS0819  NAD 27      -  45 42 14.84108(N)    100 40 14.78705(W) AD(       ) 3
 QS0819
 QS0819.Superseded values are not recommended for survey control.
 QS0819
 QS0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0819.See file dsdata.pdf to determine how the superseded data were derived.
 QS0819
 QS0819_MARKER: DS = TRIANGULATION STATION DISK
 QS0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0819_STAMPING: MAHTO 2 1964
 QS0819_MARK LOGO: CGS
 QS0819_PROJECTION: FLUSH
 QS0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0819+STABILITY: SURFACE MOTION
 QS0819
 QS0819  HISTORY     - Date     Condition        Report By
 QS0819  HISTORY     - 1964     MONUMENTED       CGS
 QS0819
 QS0819                          STATION DESCRIPTION
 QS0819
 QS0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QS0819'THE STATION IS IN SECTION 16, T. 20 N., R. 28 E., ABOUT 7-3/4
 QS0819'MILES SOUTH AND 7 MILES EAST OF MC LAUGHLIN AND ABOUT 4 MILES
 QS0819'SOUTH OF MAHTO.
 QS0819'
 QS0819'THE STATION MARK IS ABOUT 150 FEET NORTH-NORTHEAST OF THE NORTH
 QS0819'ONE OF THREE HOUSES, NORTHWEST ACROSS THE HIGHWAY FROM A SMALL
 QS0819'SERVICE STATION, ABOUT 115 FEET WEST OF THE CENTERLINE OF THE
 QS0819'NEW HIGHWAY, ABOUT 8 FEET NORTH OF THE 3RD ROW OF TREES FROM THE
 QS0819'NORTH SIDE OF A TREE BELT AND 2 FEET SOUTH OF A METAL WITNESS
 QS0819'POST.  THE MARK IS ABOUT FLUSH WITH THE GROUND AND THE DISK
 QS0819'IS STAMPED MAHTO 2 1964.
 QS0819'
 QS0819'R.M. NO. 3 IS SOUTHWEST OF THE STATION AND IS IN THE 4TH ROW
 QS0819'OF TREES FROM THE NORTH SIDE OF A TREE BELT.  THE MARK PROJECTS
 QS0819'ABOUT 3 INCHES AND THE DISK IS STAMPED MAHTO 2 NO 3 1964.
 QS0819'
 QS0819'R.M. NO. 4 IS IN THE FENCE LINE TO THE NORTHWEST OF THE STATION
 QS0819'AND IS 4 FEET WEST OF A POWERLINE POLE.  THE MARK PROJECTS ABOUT
 QS0819'2 INCHES AND THE DISK IS STAMPED MAHTO 2 NO 4 1964.
 QS0819'
 QS0819'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A
 QS0819'GRAVELED ROAD, 6 FEET SOUTH OF A WIRE FENCE AND 1.5 FEET WEST
 QS0819'OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 QS0819'THE DISK IS STAMPED MAHTO 1952.
 QS0819'
 QS0819'TO REACH THE STATION FROM MC LAUGHLIN, FROM THE JUNCTION OF
 QS0819'U.S. HIGHWAY 12 AND STATE HIGHWAY 63, GO SOUTH, EAST AND SOUTH
 QS0819'ON U.S. HIGHWAY 12 FOR 13.65 MILES TO A GRAVELED ROAD LEFT AND
 QS0819'STATION ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0755 ***********************************************************************
 OT0755  DESIGNATION -  MALONE
 OT0755  PID         -  OT0755
 OT0755  STATE/COUNTY-  SD/SHANNON
 OT0755  COUNTRY     -  US
 OT0755  USGS QUAD   -  EVERGREEN SW (2017)
 OT0755
 OT0755                         *CURRENT SURVEY CONTROL
 OT0755  ______________________________________________________________________
 OT0755* NAD 83(1996) POSITION- 43 19 33.41859(N) 102 25 18.29806(W)   ADJUSTED
 OT0755* NAVD 88 ORTHO HEIGHT -  1072.9   (meters)     3520.    (feet) VERTCON3
 OT0755  ______________________________________________________________________
 OT0755  GEOID HEIGHT    -        -18.414 (meters)                     GEOID18
 OT0755  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 OT0755  HORZ ORDER      -  FIRST
 OT0755
 OT0755.The horizontal coordinates were established by classical geodetic methods
 OT0755.and adjusted by the National Geodetic Survey in January 1998.
 OT0755
 OT0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0755
 OT0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0755.GEOID18 height accuracy estimate available here.
 OT0755
 OT0755.Click photographs - Photos may exist for this station.
 OT0755
 OT0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0755
 OT0755. The following values were computed from the NAD 83(1996) position.
 OT0755
 OT0755;                    North         East     Units Scale Factor Converg.
 OT0755;SPC SD S     -   112,399.968   430,642.870   MT  0.99991983   -1 26 26.5
 OT0755;SPC SD S     -   368,765.56  1,412,867.48   sFT  0.99991983   -1 26 26.5
 OT0755;UTM  13      - 4,800,240.246   709,038.938   MT  1.00013755   +1 46 10.9
 OT0755
 OT0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0755!SPC SD S     -   0.99983467  x   0.99991983  =   0.99975451
 OT0755!UTM  13      -   0.99983467  x   1.00013755  =   0.99997220
 OT0755
 OT0755:                Primary Azimuth Mark                     Grid Az
 OT0755:SPC SD S     -  MALONE AZ MK                             273 24 00.5
 OT0755:UTM  13      -  MALONE AZ MK                             270 11 23.1
 OT0755
 OT0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0903800240(NAD 83)
 OT0755
 OT0755|---------------------------------------------------------------------|
 OT0755| PID    Reference Object                     Distance      Geod. Az  |
 OT0755|                                                           dddmmss.s |
 OT0755| CP9909 MALONE RM 1                           8.906 METERS 19531     |
 OT0755| CP9908 MALONE AZ MK                                       2715734.0 |
 OT0755| CP9910 MALONE RM 2                          22.823 METERS 33807     |
 OT0755|---------------------------------------------------------------------|
 OT0755
 OT0755                          SUPERSEDED SURVEY CONTROL
 OT0755
 OT0755  NAD 83(1995)-  43 19 33.41695(N)    102 25 18.29929(W) AD(       ) 1
 OT0755  NAD 83(1993)-  43 19 33.40934(N)    102 25 18.29909(W) AD(       ) 1
 OT0755  NAD 83(1986)-  43 19 33.40622(N)    102 25 18.30018(W) AD(       ) 1
 OT0755  NAD 27      -  43 19 33.45100(N)    102 25 16.70400(W) AD(       ) 1
 OT0755  NGVD 29 (07/19/86) 1072.4    (m)         3518.     (f) VERT ANG       
 OT0755
 OT0755.Superseded values are not recommended for survey control.
 OT0755
 OT0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0755.See file dsdata.pdf to determine how the superseded data were derived.
 OT0755
 OT0755_MARKER: DS = TRIANGULATION STATION DISK
 OT0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0755_STAMPING: MALONE 1934
 OT0755_MARK LOGO: CGS
 OT0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0755+STABILITY: SURFACE MOTION
 OT0755
 OT0755  HISTORY     - Date     Condition        Report By
 OT0755  HISTORY     - 1934     MONUMENTED       CGS
 OT0755
 OT0755                          STATION DESCRIPTION
 OT0755
 OT0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0755'THIS STATION IS LOCATED ABOUT 7 MILES N OF MANDERSON POST OFFICE
 OT0755'AND 2-1/2 MILES DUE W OF MALONE RANCH ON PORCUPINE CREEK.  IT
 OT0755'IS ON THE HIGHEST POINT OF THE HIGH, ROCKY, AND TREE-COVERED
 OT0755'DIVIDE, BETWEEN PORCUPINE CREEK ON THE E AND WOUNDED KNEE
 OT0755'CREEK ON THE W.  IT IS ABOUT A MILE S OF THE N END OF THE ROCKY
 OT0755'PART OF THE DIVIDE AND IS ON PINE RIDGE INDIAN RESERVATION LAND.
 OT0755'
 OT0755'THE STATION MARK IS ON A RIDGE COVERED WITH DEAD PINE TREES,
 OT0755'ALL BURNED BLACK, AND IT PROJECTS 3 INCHES.
 OT0755'
 OT0755'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0755'BRONZE DISKS SET IN CONCRETE.
 OT0755'
 OT0755'REFERENCE MARK NO. 1 IS SSW, AND NO. 2 IS NW OF STATION.  BOTH
 OT0755'MARKS PROJECTS 3 INCHES.
 OT0755'
 OT0755'AZIMUTH MARK PROJECTS 4 INCHES AND IS W OF STATION.  IT IS
 OT0755'ON A SMALL KNOLL ON THE W SIDE OF THE DIVIDE.  THIS KNOLL IS
 OT0755'GRASSY ON THE E SIDE AND BLUFFS ON THE W SIDE.
 OT0755'
 OT0755'TO REACH STATION FROM MANDERSON POST OFFICE, GO N ON MAIN GRADED
 OT0755'ROAD DOWN WOUNDED KNEE CREEK 1.3 MILES TO A BRIDGE OVER WOUNDED
 OT0755'KNEE CREEK.  CROSS BRIDGE AND FOLLOW MAIN ROAD DOWN E SIDE
 OT0755'OF CREEK 2.5 MILES TO WHITE CATHOLIC CHURCH AND DAY SCHOOL
 OT0755'NO. 10 ON RIGHT SIDE OF THE ROAD.  CONTINUE ON GRADED ROAD 1.6
 OT0755'MILES TO A FORK.  TAKE THE RIGHT FORK, MAIN ROAD, AND CONTINUE
 OT0755'0.8 MILE TO A SMALL WOOD BRIDGE.  CROSS BRIDGE AND CONTINUE
 OT0755'N 0.3 MILE TO A ROAD ON THE RIGHT.  (THIS POINT IS 100 FEET S
 OT0755'OF A FENCE CORNER ON THE W SIDE OF ROAD AND IS ABOUT 50 FEET
 OT0755'S OF SUMMIT OF A SMALL GRADE ON THE MAIN ROAD.) HERE LEAVE
 OT0755'MAIN ROAD, TURN RIGHT AND FOLLOW ROAD THAT IS PARTIALLY
 OT0755'GRADED 2.4 MILES IN A GENERAL EASTERLY DIRECTION TO A FORK.
 OT0755'TAKE RIGHT FORK AND FOLLOW MAIN ROAD E 0.7 MILE TO TOP OF
 OT0755'DIVIDE.  (AT THIS POINT, THERE IS A FENCE CORNER ABOUT 100
 OT0755'YARDS N OF THE ROAD).  HERE LEAVE ROAD, TURN RIGHT, S, AND
 OT0755'GO ALONG E SIDE OF DIVIDE, KEEPING ABOVE COULEES, 1.1 MILES TO
 OT0755'A FOUR-STRAND E-W FENCE.  TAKE DOWN FENCE, CROSS IT, AND
 OT0755'THEN GO W ALONG FENCE 0.2 MILE TO A DRAW LEADING SSE TO A
 OT0755'SADDLE AT ITS HEAD.  TURN LEFT AND DRIVE 0.25 MILE UP DRAW TO
 OT0755'SADDLE AND END OF TRUCK TRAVEL.  (AZIMUTH MARK IS ON HUMP
 OT0755'TO THE RIGHT OF THIS SADDLE).  FROM THIS POINT, FOLLOW
 OT0755'RIDGE E AND THEN S TO TOP OF RIDGE AND STATION.  A 2-MINUTE
 OT0755'PACK FROM THE SADDLE.
 OT0755'
 OT0755'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0801 ***********************************************************************
 OS0801  DESIGNATION -  MAN 2
 OS0801  PID         -  OS0801
 OS0801  STATE/COUNTY-  SD/JACKSON
 OS0801  COUNTRY     -  US
 OS0801  USGS QUAD   -  BELVIDERE NE (2017)
 OS0801
 OS0801                         *CURRENT SURVEY CONTROL
 OS0801  ______________________________________________________________________
 OS0801* NAD 83(1986) POSITION- 43 53 45.     (N) 101 17 01.     (W)   SCALED
 OS0801* NAVD 88 ORTHO HEIGHT -   723.74  (meters)     2374.5   (feet) RESET
 OS0801  ______________________________________________________________________
 OS0801  GEOID HEIGHT    -        -22.505 (meters)                     GEOID18
 OS0801  VERT ORDER      -  THIRD
 OS0801
 OS0801.The horizontal coordinates were scaled from a map and have
 OS0801.an estimated accuracy of +/- 6 seconds.
 OS0801
 OS0801.The orthometric height was computed from unverified reset data.
 OS0801
 OS0801.No vertical observational check was made to the station.
 OS0801
 OS0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0801.GEOID18 height accuracy estimate available here.
 OS0801
 OS0801.Click photographs - Photos may exist for this station.
 OS0801
 OS0801;                    North         East    Units  Estimated Accuracy
 OS0801;SPC SD S     -   174,020.      523,660.      MT  (+/- 180 meters Scaled)
 OS0801
 OS0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP165628(NAD 83)
 OS0801
 OS0801                          SUPERSEDED SURVEY CONTROL
 OS0801
 OS0801  NGVD 29 (04/17/07)  723.27   (m)         2372.9    (f) RESET       3  
 OS0801
 OS0801.Superseded values are not recommended for survey control.
 OS0801
 OS0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0801.See file dsdata.pdf to determine how the superseded data were derived.
 OS0801
 OS0801_MARKER: DH = HORIZONTAL CONTROL DISK
 OS0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0801_STAMPING: MAN 2 1988
 OS0801_MARK LOGO: NGS
 OS0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0801+STABILITY: SURFACE MOTION
 OS0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0801+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OS0801
 OS0801  HISTORY     - Date     Condition        Report By
 OS0801  HISTORY     - 1988     MONUMENTED       NGS
 OS0801
 OS0801                          STATION DESCRIPTION
 OS0801
 OS0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 OS0801'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0801'HIGHWAY 90 ON THE NORTH , FROM ITS JUNCTION WITH STATE HIGHWAY 63
 OS0801'AND 90, 6 KM (3.75 MI) NORTH ALONG A COUNTY ROAD, AT THE TOP OF A
 OS0801'HILL, 244 M (800.5 FT) NORTH OF AN EAST-WEST ROAD, 18.6 M (61.0 FT)
 OS0801'WEST FROM THE ROAD CENTER, 5.2 M (17.1 FT) WEST FROM A FENCE,
 OS0801'IN THE SE 1/4, SECTION 6, T 2 S, R 24 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0802 ***********************************************************************
 OS0802  DESIGNATION -  MAN 2 RM 3
 OS0802  PID         -  OS0802
 OS0802  STATE/COUNTY-  SD/JACKSON
 OS0802  COUNTRY     -  US
 OS0802  USGS QUAD   -  BELVIDERE NE (2017)
 OS0802
 OS0802                         *CURRENT SURVEY CONTROL
 OS0802  ______________________________________________________________________
 OS0802* NAD 83(1986) POSITION- 43 53 45.     (N) 101 17 01.     (W)   SCALED
 OS0802* NAVD 88 ORTHO HEIGHT -   723.76  (meters)     2374.5   (feet) RESET
 OS0802  ______________________________________________________________________
 OS0802  GEOID HEIGHT    -        -22.505 (meters)                     GEOID18
 OS0802  VERT ORDER      -  THIRD
 OS0802
 OS0802.The horizontal coordinates were scaled from a map and have
 OS0802.an estimated accuracy of +/- 6 seconds.
 OS0802
 OS0802.The orthometric height was computed from unverified reset data.
 OS0802
 OS0802.No vertical observational check was made to the station.
 OS0802
 OS0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0802.GEOID18 height accuracy estimate available here.
 OS0802
 OS0802.Click photographs - Photos may exist for this station.
 OS0802
 OS0802;                    North         East    Units  Estimated Accuracy
 OS0802;SPC SD S     -   174,020.      523,660.      MT  (+/- 180 meters Scaled)
 OS0802
 OS0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP165628(NAD 83)
 OS0802
 OS0802                          SUPERSEDED SURVEY CONTROL
 OS0802
 OS0802  NGVD 29 (04/17/07)  723.29   (m)         2373.0    (f) RESET       3  
 OS0802
 OS0802.Superseded values are not recommended for survey control.
 OS0802
 OS0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0802.See file dsdata.pdf to determine how the superseded data were derived.
 OS0802
 OS0802_MARKER: DR = REFERENCE MARK DISK
 OS0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0802_STAMPING: MAN 2 NO 3 1988
 OS0802_MARK LOGO: NGS
 OS0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0802+STABILITY: SURFACE MOTION
 OS0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0802+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OS0802
 OS0802  HISTORY     - Date     Condition        Report By
 OS0802  HISTORY     - 1988     MONUMENTED       NGS
 OS0802
 OS0802                          STATION DESCRIPTION
 OS0802
 OS0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 OS0802'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0802'HIGHWAY 90 ON THE NORTH, FROM ITS JUNCTION WITH STATE HIGHWAY 63
 OS0802'AND 90, THEN 6 KM (3.75 MI) NORTH ALONG A COUNTY ROAD, AT THE TOP
 OS0802'OF A HILL, 244 M (800.5 FT) NORTH FROM AN EAST-WEST ROAD,
 OS0802'18.6 M (61 FT) WEST FROM THE ROAD CENTER, 5.2 M (17.1 FT) WEST
 OS0802'FROM A FENCE,
 OS0802'IN THE SE 1/4, SECTION 6, T 2 S, R 24 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0800 ***********************************************************************
 OS0800  DESIGNATION -  MAN 2 RM 4
 OS0800  PID         -  OS0800
 OS0800  STATE/COUNTY-  SD/JACKSON
 OS0800  COUNTRY     -  US
 OS0800  USGS QUAD   -  BELVIDERE NE (2017)
 OS0800
 OS0800                         *CURRENT SURVEY CONTROL
 OS0800  ______________________________________________________________________
 OS0800* NAD 83(1986) POSITION- 43 53 45.     (N) 101 17 01.     (W)   SCALED
 OS0800* NAVD 88 ORTHO HEIGHT -   723.64  (meters)     2374.1   (feet) RESET
 OS0800  ______________________________________________________________________
 OS0800  GEOID HEIGHT    -        -22.505 (meters)                     GEOID18
 OS0800  VERT ORDER      -  THIRD
 OS0800
 OS0800.The horizontal coordinates were scaled from a map and have
 OS0800.an estimated accuracy of +/- 6 seconds.
 OS0800
 OS0800.The orthometric height was computed from unverified reset data.
 OS0800
 OS0800.No vertical observational check was made to the station.
 OS0800
 OS0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0800.GEOID18 height accuracy estimate available here.
 OS0800
 OS0800.Click photographs - Photos may exist for this station.
 OS0800
 OS0800;                    North         East    Units  Estimated Accuracy
 OS0800;SPC SD S     -   174,020.      523,660.      MT  (+/- 180 meters Scaled)
 OS0800
 OS0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP165628(NAD 83)
 OS0800
 OS0800                          SUPERSEDED SURVEY CONTROL
 OS0800
 OS0800  NGVD 29 (04/17/07)  723.17   (m)         2372.6    (f) RESET       3  
 OS0800
 OS0800.Superseded values are not recommended for survey control.
 OS0800
 OS0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0800.See file dsdata.pdf to determine how the superseded data were derived.
 OS0800
 OS0800_MARKER: DR = REFERENCE MARK DISK
 OS0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0800_STAMPING: MAN 2 NO 4 1988
 OS0800_MARK LOGO: NGS
 OS0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0800+STABILITY: SURFACE MOTION
 OS0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0800+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OS0800
 OS0800  HISTORY     - Date     Condition        Report By
 OS0800  HISTORY     - 1988     MONUMENTED       NGS
 OS0800
 OS0800                          STATION DESCRIPTION
 OS0800
 OS0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 OS0800'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0800'HIGHWAY 90 ON THE NORTH, FROM ITS JUNCTION WITH STATE HIGHWAY 63
 OS0800'AND 90, 6 KM (3.75 MI) NORTH ALONG A COUNTY RAOD, AT THE TOP OF A
 OS0800'HILL, 244 M (800.5 FT), NORTH OF AN EAST-WEST ROAD, 18.6 M (61.0 FT)
 OS0800'WEST FROM THE ROAD CENTER, 5.2 M (17.1 FT) WEST FROM A FENCE,
 OS0800'IN THE SE 1/4, SECTION 6, T 2 S, R 24 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0271 ***********************************************************************
 OS0271  DESIGNATION -  MAN RM 2
 OS0271  PID         -  OS0271
 OS0271  STATE/COUNTY-  SD/JACKSON
 OS0271  COUNTRY     -  US
 OS0271  USGS QUAD   -  BELVIDERE NE (2017)
 OS0271
 OS0271                         *CURRENT SURVEY CONTROL
 OS0271  ______________________________________________________________________
 OS0271* NAD 83(1986) POSITION- 43 53 44.66   (N) 101 17 01.22   (W)   HD_HELD1
 OS0271* NAVD 88 ORTHO HEIGHT -   724.289 (meters)     2376.27  (feet) ADJUSTED
 OS0271  ______________________________________________________________________
 OS0271  GEOID HEIGHT    -        -22.505 (meters)                     GEOID18
 OS0271  DYNAMIC HEIGHT  -        724.055 (meters)     2375.50  (feet) COMP
 OS0271  MODELED GRAVITY -    980,271.9   (mgal)                       NAVD 88
 OS0271
 OS0271  VERT ORDER      -  FIRST     CLASS II
 OS0271
 OS0271.The horizontal coordinates were determined by differentially corrected
 OS0271.hand held GPS observations or other comparable positioning techniques
 OS0271.and have an estimated accuracy of +/- 3 meters.
 OS0271
 OS0271.The orthometric height was determined by differential leveling and
 OS0271.adjusted by the NATIONAL GEODETIC SURVEY
 OS0271.in June 1991.
 OS0271
 OS0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0271.GEOID18 height accuracy estimate available here.
 OS0271
 OS0271.Click photographs - Photos may exist for this station.
 OS0271
 OS0271.The dynamic height is computed by dividing the NAVD 88
 OS0271.geopotential number by the normal gravity value computed on the
 OS0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0271.degrees latitude (g = 980.6199 gals.).
 OS0271
 OS0271.The modeled gravity was interpolated from observed gravity values.
 OS0271
 OS0271;                    North         East    Units  Estimated Accuracy
 OS0271;SPC SD S     -   174,008.0     523,651.5     MT  (+/- 3 meters HH1 GPS) 
 OS0271
 OS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1658662827(NAD 83)
 OS0271
 OS0271                          SUPERSEDED SURVEY CONTROL
 OS0271
 OS0271  NGVD 29 (??/??/92)  723.819  (m)         2374.73   (f) ADJ UNCH    1 2
 OS0271
 OS0271.Superseded values are not recommended for survey control.
 OS0271
 OS0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0271.See file dsdata.pdf to determine how the superseded data were derived.
 OS0271
 OS0271_MARKER: DR = REFERENCE MARK DISK
 OS0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0271_STAMPING: MAN NO 2 1961
 OS0271_MARK LOGO: CGS
 OS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0271+STABILITY: SURFACE MOTION
 OS0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0271+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1988
 OS0271
 OS0271  HISTORY     - Date     Condition        Report By
 OS0271  HISTORY     - 1961     MONUMENTED       CGS
 OS0271  HISTORY     - 1962     GOOD             CGS
 OS0271  HISTORY     - 19880316 GOOD             NGS
 OS0271
 OS0271                          STATION DESCRIPTION
 OS0271
 OS0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0271'4.8 MI N FROM BELVIDERE.
 OS0271'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0271'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 4.2
 OS0271'MILES NORTH ALONG A GRAVELED ROAD, AT THE TOP OF A HILL AND
 OS0271'0.15 MILE NORTH OF EAST-WEST SECTION LINE ROAD, 44 FEET WEST
 OS0271'OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF A POWER POLE,
 OS0271'174 FEET WEST OF AND ACROSS ROAD FROM MAN 1961 TRIANGULATION
 OS0271'STATION, 1/2 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A
 OS0271'CONCRETE POST PROJECTING 3 INCHES.
 OS0271
 OS0271                          STATION RECOVERY (1988)
 OS0271
 OS0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OS0271'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0271'HIGHWAY 90 ON THE NORTH FROM ITS JUNCTION WITH STATE HIGHWAY 63 AND
 OS0271'90, THEN 5.9 KM (3.65 MI) NORTH ALONG A COUNTY ROAD, AT THE TOP OF
 OS0271'A HILL, 244 M (800.5 FT)  NORTH OF AN EAST-WEST ROAD,
 OS0271'8.2 M (26.9 FT) WEST OF THE ROAD CENTER, 0.15 M (0.5 FT) EAST OF A
 OS0271'FENCE, IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
 OS0271'IN THE SE 1/4, SECTION 6, T 2 S, R 24 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0758 ***********************************************************************
 OT0758  DESIGNATION -  MANDERSON
 OT0758  PID         -  OT0758
 OT0758  STATE/COUNTY-  SD/SHANNON
 OT0758  COUNTRY     -  US
 OT0758  USGS QUAD   -  PINE RIDGE NE (2017)
 OT0758
 OT0758                         *CURRENT SURVEY CONTROL
 OT0758  ______________________________________________________________________
 OT0758* NAD 83(1996) POSITION- 43 14 06.96184(N) 102 32 06.97563(W)   ADJUSTED
 OT0758* NAVD 88 ORTHO HEIGHT -  1090.4   (meters)     3577.    (feet) VERTCON3
 OT0758  ______________________________________________________________________
 OT0758  GEOID HEIGHT    -        -18.156 (meters)                     GEOID18
 OT0758  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 OT0758  HORZ ORDER      -  FIRST
 OT0758
 OT0758.The horizontal coordinates were established by classical geodetic methods
 OT0758.and adjusted by the National Geodetic Survey in January 1998.
 OT0758
 OT0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0758
 OT0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0758.GEOID18 height accuracy estimate available here.
 OT0758
 OT0758.Click photographs - Photos may exist for this station.
 OT0758
 OT0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0758
 OT0758. The following values were computed from the NAD 83(1996) position.
 OT0758
 OT0758;                    North         East     Units Scale Factor Converg.
 OT0758;SPC SD S     -   102,567.386   421,172.059   MT  0.99992910   -1 31 08.4
 OT0758;SPC SD S     -   336,506.50  1,381,795.33   sFT  0.99992910   -1 31 08.4
 OT0758;UTM  13      - 4,789,890.929   700,131.712   MT  1.00009273   +1 41 20.0
 OT0758
 OT0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0758!SPC SD S     -   0.99983188  x   0.99992910  =   0.99976099
 OT0758!UTM  13      -   0.99983188  x   1.00009273  =   0.99992460
 OT0758
 OT0758:                Primary Azimuth Mark                     Grid Az
 OT0758:SPC SD S     -  MANDERSON AZ MK                          065 13 03.3
 OT0758:UTM  13      -  MANDERSON AZ MK                          062 00 34.9
 OT0758
 OT0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0013189890(NAD 83)
 OT0758
 OT0758|---------------------------------------------------------------------|
 OT0758| PID    Reference Object                     Distance      Geod. Az  |
 OT0758|                                                           dddmmss.s |
 OT0758| CP9912 MANDERSON RM 1                       18.947 METERS 00145     |
 OT0758| CP9911 MANDERSON AZ MK                                    0634154.9 |
 OT0758| CP9913 MANDERSON RM 2                                     23054     |
 OT0758|---------------------------------------------------------------------|
 OT0758
 OT0758                          SUPERSEDED SURVEY CONTROL
 OT0758
 OT0758  NAD 83(1995)-  43 14 06.96074(N)    102 32 06.97616(W) AD(       ) 1
 OT0758  NAD 83(1993)-  43 14 06.95316(N)    102 32 06.97620(W) AD(       ) 1
 OT0758  NAD 83(1986)-  43 14 06.94923(N)    102 32 06.97683(W) AD(       ) 1
 OT0758  NAD 27      -  43 14 07.00000(N)    102 32 05.36900(W) AD(       ) 1
 OT0758  NGVD 29 (07/19/86) 1089.9    (m)         3576.     (f) VERT ANG       
 OT0758
 OT0758.Superseded values are not recommended for survey control.
 OT0758
 OT0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0758.See file dsdata.pdf to determine how the superseded data were derived.
 OT0758
 OT0758_MARKER: DS = TRIANGULATION STATION DISK
 OT0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0758_STAMPING: MANDERSON 1934
 OT0758_MARK LOGO: CGS
 OT0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0758+STABILITY: SURFACE MOTION
 OT0758
 OT0758  HISTORY     - Date     Condition        Report By
 OT0758  HISTORY     - 1934     MONUMENTED       CGS
 OT0758
 OT0758                          STATION DESCRIPTION
 OT0758
 OT0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0758'THIS STATION IS ABOUT 4 MILES W OF MANDERSON POST OFFICE AND
 OT0758'STORE, ON A GRASSY PEAK, WHICH IS THE HIGHEST IN THE VICINITY,
 OT0758'ON THE MAIN DIVIDE BETWEEN GRASS CREEK AND WOUNDED KNEE CREEK.
 OT0758'THE PEAK THE STATION IS ON IS SURROUNDED BY ERODED CLIFFS
 OT0758'AND TREES, ON THREE SIDES, THE STATION BEING NEAR TO THE POINT
 OT0758'THAT DROPS OFF SHARPLY TO THE N.  THE S SIDE OF THE PEAK SLOPES
 OT0758'OFF GENTLY AND CONNECTS ON TO THE MAIN RIDGE AND DIVIDE, WHICH
 OT0758'RUNS E AND W.  THE MARK PROJECTS 1 INCH.
 OT0758'
 OT0758'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0758'BRONZE DISKS SET IN CONCRETE.
 OT0758'
 OT0758'REFERENCE MARK NO. 1 IS N OF STATION, ON THE N POINT OF RIDGE
 OT0758'THE STATION PEAK IS ON.
 OT0758'
 OT0758'REFERENCE MARK NO. 2 IS WSW OF STATION, ON THE WESTERN SLOPE
 OT0758'OF SAME PEAK.
 OT0758'
 OT0758'AZIMUTH MARK IS NE OF STATION ON THE NW SLOPE OF BASE OF A
 OT0758'SQUARE CLAY BUTTE.
 OT0758'
 OT0758'ALL MARKS PROJECTS 8 INCHES.
 OT0758'
 OT0758'THE STATION IS REACHED FROM MANDERSON POST OFFICE BY GOING UP
 OT0758'HILL DUE W 0.2 MILE TO A GATE VISIBLE FROM THE POST OFFICE.
 OT0758'PASS THROUGH WIRE GATE AT THE TOP OF HILL AND FOLLOW TRACKS
 OT0758'ALONG RIDGE W FOR 0.3 MILE, PASS THROUGH ANOTHER WIRE GATE IN
 OT0758'AN E-W FENCE AND CONTINUE NORTHWESTERLY ON DIM TRACKS FOR 0.6
 OT0758'MILE, PASSING WINDMILL AND CORRAL ON THE LEFT.  TAKE LEFT FORK
 OT0758'ON TRACKS SOUTHWESTERLY AND WESTERLY AND DRIVE 0.5 MILE.  DRIVE
 OT0758'THROUGH SMALL PASS AND CONTINUE NORTHWESTERLY DOWN INTO DEEP
 OT0758'COULEE.  FROM A POINT 1/4 MILE NW OF THIS SMALL PASS, A
 OT0758'PROMINENT PINNACLE BUTTE CAN BE SEEN ALMOST DUE W.  THE ROUTE TO
 OT0758'THE STATION PASSES TO THE RIGHT OF THIS BUTTE ALONG THE
 OT0758'NW FOOT).  AND DRIVE 0.4 MILE TO A WIRE GATE IN THE BOTTOM OF
 OT0758'THE COULEE.  PASS THROUGH GATE AT THE HEAD OF AN EROSION AND
 OT0758'CONTINUE WESTERLY AND NORTHWESTERLY ON DIM TRACKS AND CATTLE
 OT0758'TRAILS 0.7 MILE.  AT A WINDMILL WITH A STEEL CIRCULAR TANK
 OT0758'AND AN EARTH DAM IN COULEE, DRIVE SOUTHWESTERLY UP HILL 0.2
 OT0758'MILE TO THE NW BASE OF A PROMINENT CLAY BUTTE, MENTIONED
 OT0758'PREVIOUSLY IN THE DESCRIPTION.  PASS BUTTE AND FOLLOW STOCK TRAILS
 OT0758'UP DRAW SOUTHWESTERLY.  PASS OVER TWO LOW RIDGES, BUT
 OT0758'KEEP IN THE MAIN DRAW WHICH RUNS IN A GENERAL SW AND NE
 OT0758'DIRECTION, 0.8 MILE TO THE HEAD OF DRAW AND THE TOP OF THE
 OT0758'DIVIDE.  FROM HERE THE ROUTE IS SOMEWHAT WINDING, BUT
 OT0758'DRIVE IN A WESTERLY DIRECTION ALONG THE TOP OF RIDGE 0.4
 OT0758'MILE, THEN DUE N 0.1 MILE TO THE TOP OF HIGHEST PEAK IN
 OT0758'VICINITY AND THE STATION.
 OT0758'
 OT0758'THE OWNER IS AT MANDERSON POST OFFICE AND HIS PERMISSION WAS
 OT0758'OBTAINED.
 OT0758'
 OT0758'A 4-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8006 ***********************************************************************
 AC8006  CBN         -  This is a Cooperative Base Network Control Station.
 AC8006  DESIGNATION -  MANDERSON
 AC8006  PID         -  AC8006
 AC8006  STATE/COUNTY-  SD/SHANNON
 AC8006  COUNTRY     -  US
 AC8006  USGS QUAD   -  EVERGREEN SW (2017)
 AC8006
 AC8006                         *CURRENT SURVEY CONTROL
 AC8006  ______________________________________________________________________
 AC8006* NAD 83(2011) POSITION- 43 16 59.37424(N) 102 28 17.76122(W)   ADJUSTED
 AC8006* NAD 83(2011) ELLIP HT-   888.176 (meters)        (06/27/12)   ADJUSTED
 AC8006* NAD 83(2011) EPOCH   -  2010.00
 AC8006* NAVD 88 ORTHO HEIGHT -   906.5   (meters)     2974.    (feet) GPS OBS
 AC8006  ______________________________________________________________________
 AC8006  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8006  GEOID HEIGHT    -        -18.225 (meters)                     GEOID96
 AC8006  GEOID HEIGHT    -        -18.311 (meters)                     GEOID18
 AC8006  NAD 83(2011) X  - -1,004,429.034 (meters)                     COMP
 AC8006  NAD 83(2011) Y  - -4,541,338.025 (meters)                     COMP
 AC8006  NAD 83(2011) Z  -  4,351,064.328 (meters)                     COMP
 AC8006  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 AC8006
 AC8006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8006  Standards:
 AC8006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8006  -------------------------------------------------------------------
 AC8006  NETWORK    0.84   2.14           0.39   0.27   1.09     -0.05224929
 AC8006  -------------------------------------------------------------------
 AC8006  Click here for local accuracies and other accuracy information.
 AC8006
 AC8006.The horizontal coordinates were established by GPS observations
 AC8006.and adjusted by the National Geodetic Survey in June 2012.
 AC8006
 AC8006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8006.been affixed to the stable North American tectonic plate. See 
 AC8006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8006
 AC8006.The horizontal coordinates are valid at the epoch date displayed above
 AC8006.which is a decimal equivalence of Year/Month/Day.
 AC8006
 AC8006.The orthometric height was determined by GPS observations and a
 AC8006.high-resolution geoid model.
 AC8006
 AC8006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8006.GEOID18 height accuracy estimate available here.
 AC8006
 AC8006.Click photographs - Photos may exist for this station.
 AC8006
 AC8006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8006
 AC8006.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8006
 AC8006.The ellipsoidal height was determined by GPS observations
 AC8006.and is referenced to NAD 83.
 AC8006
 AC8006. The following values were computed from the NAD 83(2011) position.
 AC8006
 AC8006;                    North         East     Units Scale Factor Converg.
 AC8006;SPC SD S     -   107,750.855   426,478.800   MT  0.99992389   -1 28 30.3
 AC8006;SPC SD S     -   353,512.60  1,399,205.86   sFT  0.99992389   -1 28 30.3
 AC8006;UTM  13      - 4,795,364.269   705,140.910   MT  1.00011770   +1 44 02.7
 AC8006
 AC8006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8006!SPC SD S     -   0.99986074  x   0.99992389  =   0.99978464
 AC8006!UTM  13      -   0.99986074  x   1.00011770  =   0.99997842
 AC8006
 AC8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0514095364(NAD 83)
 AC8006
 AC8006                          SUPERSEDED SURVEY CONTROL
 AC8006
 AC8006  NAD 83(2007)-  43 16 59.37413(N)    102 28 17.76232(W) AD(2002.00) 0
 AC8006  ELLIP H (02/10/07)  888.204  (m)                       GP(2002.00)    
 AC8006  ELLIP H (04/15/04)  888.192  (m)                       GP(       ) 2 1
 AC8006  NAD 83(1996)-  43 16 59.37351(N)    102 28 17.76244(W) AD(       ) B
 AC8006  ELLIP H (04/18/97)  888.234  (m)                       GP(       ) 4 1
 AC8006
 AC8006.Superseded values are not recommended for survey control.
 AC8006
 AC8006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8006.See file dsdata.pdf to determine how the superseded data were derived.
 AC8006
 AC8006_MARKER: Z = SEE DESCRIPTION
 AC8006_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8006_STAMPING: MANDERSON 1995
 AC8006_MARK LOGO: NGS
 AC8006_PROJECTION: FLUSH
 AC8006_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8006+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 AC8006_ROD/PIPE-DEPTH: 12.8 meters
 AC8006_SLEEVE-DEPTH  : 1.8 meters
 AC8006
 AC8006  HISTORY     - Date     Condition        Report By
 AC8006  HISTORY     - 1995     MONUMENTED       SDDT
 AC8006  HISTORY     - 19960820 GOOD             NGS
 AC8006
 AC8006                          STATION DESCRIPTION
 AC8006
 AC8006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8006'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTHEAST OF OGLALA,
 AC8006'10.0 MI (16.1 KM) NORTHWEST OF WOUNDED KNEE, 7.0 MI (11.3 KM) WEST OF
 AC8006'PORCUPINE, AND 3.5 MI (5.6 KM) NORTH OF MANDERSON ON BUREAU OF INDIAN
 AC8006'AFFAIRS ROAD 33.  OWNERSHIP--THE PINE RIDGE INDIAN RESERVATION.  TO
 AC8006'REACH THE STATION FROM THE JUNCTION OF BUREAU OF INDIAN AFFAIRS ROADS
 AC8006'33 AND 28 IN MANDERSON, GO NORTH ON INDIAN ROAD 33 FOR 3.4 MI (5.5 KM)
 AC8006'TO THE JUNCTION OF BUREAU OF INDIAN AFFAIRS ROAD 24 ON THE LEFT,
 AC8006'CONTINUE NORTH ON INDIAN ROAD 33 FOR 0.3 MI (0.5 KM) TO A DRIVEWAY AND
 AC8006'THE STATION ON THE LEFT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC8006'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC8006'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 75.0 FT (22.9 M) WEST OF THE
 AC8006'ROAD CENTERLINE, 27.0 FT (8.2 M) SOUTH OF THE DRIVEWAY CENTER, AND 1.7
 AC8006'FT (0.5 M) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AC8006'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0596 ***********************************************************************
 QR0596  DESIGNATION -  MANSFIELD PRESB CHURCH SPIRE
 QR0596  PID         -  QR0596
 QR0596  STATE/COUNTY-  SD/SPINK
 QR0596  COUNTRY     -  US
 QR0596  USGS QUAD   -  NORTHVILLE (2017)
 QR0596
 QR0596                         *CURRENT SURVEY CONTROL
 QR0596  ______________________________________________________________________
 QR0596* NAD 83(1996) POSITION- 45 14 30.70602(N) 098 33 45.89218(W)   ADJUSTED
 QR0596  ______________________________________________________________________
 QR0596  GEOID HEIGHT    -        -24.278 (meters)                     GEOID18
 QR0596  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 QR0596  HORZ ORDER      -  THIRD
 QR0596
 QR0596.The horizontal coordinates were established by classical geodetic methods
 QR0596.and adjusted by the National Geodetic Survey in January 1998.
 QR0596
 QR0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0596.GEOID18 height accuracy estimate available here.
 QR0596
 QR0596.Click photographs - Photos may exist for this station.
 QR0596
 QR0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0596
 QR0596. The following values were computed from the NAD 83(1996) position.
 QR0596
 QR0596;                    North         East     Units Scale Factor Converg.
 QR0596;SPC SD N     -   157,521.880   712,832.832   MT  0.99994464   +1 01 01.9
 QR0596;SPC SD N     -   516,803.03  2,338,685.72   sFT  0.99994464   +1 01 01.9
 QR0596;UTM  14      - 5,009,911.844   534,316.862   MT  0.99961448   +0 18 37.8
 QR0596
 QR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3431609911(NAD 83)
 QR0596
 QR0596                          SUPERSEDED SURVEY CONTROL
 QR0596
 QR0596  NAD 83(1986)-  45 14 30.71572(N)    098 33 45.88312(W) AD(       ) 3
 QR0596  NAD 27      -  45 14 30.80300(N)    098 33 44.54400(W) AD(       ) 3
 QR0596
 QR0596.Superseded values are not recommended for survey control.
 QR0596
 QR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0596.See file dsdata.pdf to determine how the superseded data were derived.
 QR0596
 QR0596_MARKER: 90 = CHURCH SPIRE
 QR0596
 QR0596  HISTORY     - Date     Condition        Report By
 QR0596  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0596
 QR0596                          STATION DESCRIPTION
 QR0596
 QR0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0596'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF PRESBYTERIAN CHURCH
 QR0596'IN SE PART OF TOWN, APPROXIMATELY 40 FEET HIGH.
 QR0596'
 QR0596'STATION WAS OBSERVED FROM RICHARD, BRILL, SNAKE, AND ABERDEEN
 QR0596'S.B.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0826 ***********************************************************************
 QS0826  DESIGNATION -  MAPLE
 QS0826  PID         -  QS0826
 QS0826  STATE/COUNTY-  SD/CORSON
 QS0826  COUNTRY     -  US
 QS0826  USGS QUAD   -  MCLAUGHLIN NE (2017)
 QS0826
 QS0826                         *CURRENT SURVEY CONTROL
 QS0826  ______________________________________________________________________
 QS0826* NAD 83(1996) POSITION- 45 56 09.27800(N) 100 46 22.86479(W)   ADJUSTED
 QS0826* NAVD 88 ORTHO HEIGHT -   685.41  (+/-2cm)     2248.7   (feet) VERTCON3
 QS0826  ______________________________________________________________________
 QS0826  GEOID HEIGHT    -        -21.159 (meters)                     GEOID18
 QS0826  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 QS0826  HORZ ORDER      -  SECOND
 QS0826  VERT ORDER      -  THIRD ? (See Below)
 QS0826
 QS0826.The horizontal coordinates were established by classical geodetic methods
 QS0826.and adjusted by the National Geodetic Survey in January 1998.
 QS0826
 QS0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0826
 QS0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0826.GEOID18 height accuracy estimate available here.
 QS0826
 QS0826.The vertical order pertains to the NGVD 29 superseded value.
 QS0826
 QS0826.Click photographs - Photos may exist for this station.
 QS0826
 QS0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0826
 QS0826. The following values were computed from the NAD 83(1996) position.
 QS0826
 QS0826;                    North         East     Units Scale Factor Converg.
 QS0826;SPC SD N     -   233,944.423   540,047.778   MT  1.00005856   -0 32 49.5
 QS0826;SPC SD N     -   767,532.66  1,771,806.75   sFT  1.00005856   -0 32 49.5
 QS0826;UTM  14      - 5,088,455.122   362,553.378   MT  0.99983225   -1 16 27.2
 QS0826
 QS0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0826!SPC SD N     -   0.99989588  x   1.00005856  =   0.99995443
 QS0826!UTM  14      -   0.99989588  x   0.99983225  =   0.99972814
 QS0826
 QS0826:                Primary Azimuth Mark                     Grid Az
 QS0826:SPC SD N     -  MAPLE AZ MK                              248 14 57.3
 QS0826:UTM  14      -  MAPLE AZ MK                              248 58 35.0
 QS0826
 QS0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6255388455(NAD 83)
 QS0826
 QS0826|---------------------------------------------------------------------|
 QS0826| PID    Reference Object                     Distance      Geod. Az  |
 QS0826|                                                           dddmmss.s |
 QS0826| CO5958 MAPLE RM 1                           11.110 METERS 03915     |
 QS0826| QS0830 MC LAUGHLIN PUBLIC SCHOOL CHIM      APPROX.14.3 KM 1921102.7 |
 QS0826| QS0827 MC LAUGHLIN MUNICIPAL TANK          APPROX.13.8 KM 1923925.8 |
 QS0826| CO5957 MAPLE AZ MK                                        2474207.8 |
 QS0826| CO5959 MAPLE RM 2                           11.088 METERS 29509     |
 QS0826|---------------------------------------------------------------------|
 QS0826
 QS0826                          SUPERSEDED SURVEY CONTROL
 QS0826
 QS0826  NAD 83(1986)-  45 56 09.26886(N)    100 46 22.86009(W) AD(       ) 2
 QS0826  NAD 27      -  45 56 09.27100(N)    100 46 21.39500(W) AD(       ) 2
 QS0826  NGVD 29             684.99   (m)         2247.3    (f) LEVELING    3  
 QS0826
 QS0826.Superseded values are not recommended for survey control.
 QS0826
 QS0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0826.See file dsdata.pdf to determine how the superseded data were derived.
 QS0826
 QS0826_MARKER: DS = TRIANGULATION STATION DISK
 QS0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0826_STAMPING: MAPLE 1952
 QS0826_MARK LOGO: CGS
 QS0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0826+STABILITY: SURFACE MOTION
 QS0826
 QS0826  HISTORY     - Date     Condition        Report By
 QS0826  HISTORY     - 1952     MONUMENTED       CGS
 QS0826  HISTORY     - 1957     GOOD             CGS
 QS0826
 QS0826                          STATION DESCRIPTION
 QS0826
 QS0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0826'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF MC LAUGHLIN,
 QS0826'2 MILES EAST OF STATE HIGHWAY 63, 3/4 MILE SOUTH OF THE
 QS0826'STATE LINE, IN SECTION 21, T 23 N, R 27 E, ON LAND OWNED
 QS0826'BY D.S. RABENBERG, AND 5 FEET NORTH-NORTHEAST OF A 4 X 4
 QS0826'INCH WITNESS POST.
 QS0826'
 QS0826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QS0826'AND STATE HIGHWAY 63 AT THE NORTH EDGE OF MC LAUGHLIN, GO
 QS0826'NORTH ON HIGHWAY 63 FOR 8.5 MILES TO A SIDE ROAD RIGHT, TURN
 QS0826'RIGHT AND GO EAST FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 QS0826'LEFT, CONTINUE EAST FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN
 QS0826'LEFT AND GO NORTH FOR 25 FEET, TURN LEFT AGAIN AND GO WEST
 QS0826'ON TRACK ROAD FOR 0.15 MILE TO THE EDGE OF A CULTIVATED FIELD,
 QS0826'BEAR RIGHT AND GO NORTHWEST ACROSS COUNTRY FOR 0.1 MILE TO THE
 QS0826'TOP OF MOUND AND STATION.
 QS0826'
 QS0826'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0826'MAPLE 1952.
 QS0826'
 QS0826'REFERENCE MARK 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0826'MAPLE NO 1 1952.
 QS0826'
 QS0826'REFERENCE MARK 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0826'MAPLE NO 2 1952.
 QS0826'
 QS0826'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF A GRADED
 QS0826'ROAD AND 4 FEET NORTH-NORTHEAST OF A 3 X 4 INCH WITNESS POST.
 QS0826'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MAPLE 1952.
 QS0826
 QS0826                          STATION RECOVERY (1957)
 QS0826
 QS0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QS0826'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0826'CONDITION.  THE MILEAGE WAS NOT CHECKED FROM MC LAUGHLIN TO
 QS0826'THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0126 ***********************************************************************
 PU0126  DESIGNATION -  MARC
 PU0126  PID         -  PU0126
 PU0126  STATE/COUNTY-  SD/MEADE
 PU0126  COUNTRY     -  US
 PU0126  USGS QUAD   -  MARCUS (2017)
 PU0126
 PU0126                         *CURRENT SURVEY CONTROL
 PU0126  ______________________________________________________________________
 PU0126* NAD 83(1986) POSITION- 44 40 05.     (N) 102 16 55.     (W)   SCALED
 PU0126* NAVD 88 ORTHO HEIGHT -   752.811 (meters)     2469.85  (feet) ADJUSTED
 PU0126  ______________________________________________________________________
 PU0126  GEOID HEIGHT    -        -19.151 (meters)                     GEOID18
 PU0126  DYNAMIC HEIGHT  -        752.630 (meters)     2469.25  (feet) COMP
 PU0126  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 PU0126
 PU0126  VERT ORDER      -  SECOND    CLASS 0
 PU0126
 PU0126.The horizontal coordinates were scaled from a map and have
 PU0126.an estimated accuracy of +/- 6 seconds.
 PU0126
 PU0126.The orthometric height was determined by differential leveling and
 PU0126.adjusted by the NATIONAL GEODETIC SURVEY
 PU0126.in June 1991.
 PU0126
 PU0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0126.GEOID18 height accuracy estimate available here.
 PU0126
 PU0126.Click photographs - Photos may exist for this station.
 PU0126
 PU0126.The dynamic height is computed by dividing the NAVD 88
 PU0126.geopotential number by the normal gravity value computed on the
 PU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0126.degrees latitude (g = 980.6199 gals.).
 PU0126
 PU0126.The modeled gravity was interpolated from observed gravity values.
 PU0126
 PU0126;                    North         East    Units  Estimated Accuracy
 PU0126;SPC SD N     -    95,310.      419,070.      MT  (+/- 180 meters Scaled)
 PU0126
 PU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK154496(NAD 83)
 PU0126
 PU0126                          SUPERSEDED SURVEY CONTROL
 PU0126
 PU0126  NGVD 29 (??/??/92)  752.347  (m)         2468.33   (f) ADJ UNCH    2 0
 PU0126
 PU0126.Superseded values are not recommended for survey control.
 PU0126
 PU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0126.See file dsdata.pdf to determine how the superseded data were derived.
 PU0126
 PU0126_MARKER: DS = TRIANGULATION STATION DISK
 PU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0126_STAMPING: MARC 1962
 PU0126_MARK LOGO: CGS
 PU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0126+STABILITY: SURFACE MOTION
 PU0126
 PU0126  HISTORY     - Date     Condition        Report By
 PU0126  HISTORY     - 1962     MONUMENTED       CGS
 PU0126  HISTORY     - 1963     GOOD             CGS
 PU0126  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0126
 PU0126                          STATION DESCRIPTION
 PU0126
 PU0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0126'1.2 MI NW FROM MARCUS.
 PU0126'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0126'POST OFFICE AT MARCUS, THENCE 0.65 MILE NORTH ALONG A GRAVELED
 PU0126'ROAD, IN SECTION 10, T 8 N, R 15 E, 48 FEET WEST OF THE CENTER
 PU0126'LINE OF THE ROAD, 8 1/2 FEET NORTH OF A POWER POLE, 2 1/2 FEET
 PU0126'EAST OF A FENCE, 4.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 PU0126'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0126'CONCRETE POST PROJECTING 2 INCHES.
 PU0126
 PU0126                          STATION RECOVERY (1981)
 PU0126
 PU0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0125 ***********************************************************************
 PU0125  DESIGNATION -  MARC RM 1
 PU0125  PID         -  PU0125
 PU0125  STATE/COUNTY-  SD/MEADE
 PU0125  COUNTRY     -  US
 PU0125  USGS QUAD   -  MARCUS (2017)
 PU0125
 PU0125                         *CURRENT SURVEY CONTROL
 PU0125  ______________________________________________________________________
 PU0125* NAD 83(1986) POSITION- 44 40 05.     (N) 102 16 53.     (W)   SCALED
 PU0125* NAVD 88 ORTHO HEIGHT -   753.051 (meters)     2470.63  (feet) ADJUSTED
 PU0125  ______________________________________________________________________
 PU0125  GEOID HEIGHT    -        -19.152 (meters)                     GEOID18
 PU0125  DYNAMIC HEIGHT  -        752.869 (meters)     2470.04  (feet) COMP
 PU0125  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 PU0125
 PU0125  VERT ORDER      -  SECOND    CLASS 0
 PU0125
 PU0125.The horizontal coordinates were scaled from a map and have
 PU0125.an estimated accuracy of +/- 6 seconds.
 PU0125
 PU0125.The orthometric height was determined by differential leveling and
 PU0125.adjusted by the NATIONAL GEODETIC SURVEY
 PU0125.in June 1991.
 PU0125
 PU0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0125.GEOID18 height accuracy estimate available here.
 PU0125
 PU0125.Click photographs - Photos may exist for this station.
 PU0125
 PU0125.The dynamic height is computed by dividing the NAVD 88
 PU0125.geopotential number by the normal gravity value computed on the
 PU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0125.degrees latitude (g = 980.6199 gals.).
 PU0125
 PU0125.The modeled gravity was interpolated from observed gravity values.
 PU0125
 PU0125;                    North         East    Units  Estimated Accuracy
 PU0125;SPC SD N     -    95,310.      419,120.      MT  (+/- 180 meters Scaled)
 PU0125
 PU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK155496(NAD 83)
 PU0125
 PU0125                          SUPERSEDED SURVEY CONTROL
 PU0125
 PU0125  NGVD 29 (??/??/92)  752.587  (m)         2469.11   (f) ADJ UNCH    2 0
 PU0125
 PU0125.Superseded values are not recommended for survey control.
 PU0125
 PU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0125.See file dsdata.pdf to determine how the superseded data were derived.
 PU0125
 PU0125_MARKER: DR = REFERENCE MARK DISK
 PU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0125_STAMPING: MARC NO 1 1962
 PU0125_MARK LOGO: CGS
 PU0125_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0125+STABILITY: SURFACE MOTION
 PU0125
 PU0125  HISTORY     - Date     Condition        Report By
 PU0125  HISTORY     - 1962     MONUMENTED       CGS
 PU0125  HISTORY     - 1963     GOOD             CGS
 PU0125  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0125
 PU0125                          STATION DESCRIPTION
 PU0125
 PU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0125'1.2 MI NW FROM MARCUS.
 PU0125'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0125'POST OFFICE AT MARCUS, THENCE 0.65 MILE NORTH ALONG A GRAVELED
 PU0125'ROAD, IN SECTION 10, T 8 N, R 15 E, 29 FEET EAST OF THE CENTER
 PU0125'LINE OF THE ROAD, 77 FEET EAST OF AND ACROSS THE ROAD FROM MARC
 PU0125'1962, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PU0125'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PU0125
 PU0125                          STATION RECOVERY (1981)
 PU0125
 PU0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0127 ***********************************************************************
 PU0127  DESIGNATION -  MARC RM 2
 PU0127  PID         -  PU0127
 PU0127  STATE/COUNTY-  SD/MEADE
 PU0127  COUNTRY     -  US
 PU0127  USGS QUAD   -  MARCUS (2017)
 PU0127
 PU0127                         *CURRENT SURVEY CONTROL
 PU0127  ______________________________________________________________________
 PU0127* NAD 83(1986) POSITION- 44 40 04.     (N) 102 16 55.     (W)   SCALED
 PU0127* NAVD 88 ORTHO HEIGHT -   752.593 (meters)     2469.13  (feet) ADJUSTED
 PU0127  ______________________________________________________________________
 PU0127  GEOID HEIGHT    -        -19.151 (meters)                     GEOID18
 PU0127  DYNAMIC HEIGHT  -        752.411 (meters)     2468.54  (feet) COMP
 PU0127  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 PU0127
 PU0127  VERT ORDER      -  SECOND    CLASS 0
 PU0127
 PU0127.The horizontal coordinates were scaled from a map and have
 PU0127.an estimated accuracy of +/- 6 seconds.
 PU0127
 PU0127.The orthometric height was determined by differential leveling and
 PU0127.adjusted by the NATIONAL GEODETIC SURVEY
 PU0127.in June 1991.
 PU0127
 PU0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0127.GEOID18 height accuracy estimate available here.
 PU0127
 PU0127.Click photographs - Photos may exist for this station.
 PU0127
 PU0127.The dynamic height is computed by dividing the NAVD 88
 PU0127.geopotential number by the normal gravity value computed on the
 PU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0127.degrees latitude (g = 980.6199 gals.).
 PU0127
 PU0127.The modeled gravity was interpolated from observed gravity values.
 PU0127
 PU0127;                    North         East    Units  Estimated Accuracy
 PU0127;SPC SD N     -    95,280.      419,070.      MT  (+/- 180 meters Scaled)
 PU0127
 PU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK154496(NAD 83)
 PU0127
 PU0127                          SUPERSEDED SURVEY CONTROL
 PU0127
 PU0127  NGVD 29 (??/??/92)  752.129  (m)         2467.61   (f) ADJ UNCH    2 0
 PU0127
 PU0127.Superseded values are not recommended for survey control.
 PU0127
 PU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0127.See file dsdata.pdf to determine how the superseded data were derived.
 PU0127
 PU0127_MARKER: DR = REFERENCE MARK DISK
 PU0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0127_STAMPING: MARC NO 2 1962
 PU0127_MARK LOGO: CGS
 PU0127_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0127+STABILITY: SURFACE MOTION
 PU0127
 PU0127  HISTORY     - Date     Condition        Report By
 PU0127  HISTORY     - 1962     MONUMENTED       CGS
 PU0127  HISTORY     - 1963     GOOD             CGS
 PU0127
 PU0127                          STATION DESCRIPTION
 PU0127
 PU0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0127'1.2 MI NW FROM MARCUS.
 PU0127'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0127'POST OFFICE AT MARCUS, THENCE 0.65 MILE NORTH ALONG A GRAVELED
 PU0127'ROAD, IN SECTION 10, T 8 N, R 15 E, 44 FEET WEST OF THE CENTER
 PU0127'LINE OF THE ROAD, 24 1/2 FEET SOUTH OF A POWER POLE, 3 FEET EAST
 PU0127'OF A FENCE, 33.3 FEET SOUTH OF MARC 1962, ABOUT 1 FOOT BELOW
 PU0127'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0127'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2442 ***********************************************************************
 PU2442  DESIGNATION -  MARCUS 2
 PU2442  PID         -  PU2442
 PU2442  STATE/COUNTY-  SD/MEADE
 PU2442  COUNTRY     -  US
 PU2442  USGS QUAD   -  PLAINVIEW (2017)
 PU2442
 PU2442                         *CURRENT SURVEY CONTROL
 PU2442  ______________________________________________________________________
 PU2442* NAD 83(1986) POSITION- 44 36 16.     (N) 102 14 47.     (W)   SCALED
 PU2442* NAVD 88 ORTHO HEIGHT -   798.681 (meters)     2620.34  (feet) ADJUSTED
 PU2442  ______________________________________________________________________
 PU2442  GEOID HEIGHT    -        -19.256 (meters)                     GEOID18
 PU2442  DYNAMIC HEIGHT  -        798.490 (meters)     2619.71  (feet) COMP
 PU2442  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 PU2442
 PU2442  VERT ORDER      -  FIRST     CLASS II
 PU2442
 PU2442.The horizontal coordinates were scaled from a map and have
 PU2442.an estimated accuracy of +/- 6 seconds.
 PU2442
 PU2442.The orthometric height was determined by differential leveling and
 PU2442.adjusted by the NATIONAL GEODETIC SURVEY
 PU2442.in October 1997.
 PU2442
 PU2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2442.GEOID18 height accuracy estimate available here.
 PU2442
 PU2442.Click photographs - Photos may exist for this station.
 PU2442
 PU2442.The dynamic height is computed by dividing the NAVD 88
 PU2442.geopotential number by the normal gravity value computed on the
 PU2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2442.degrees latitude (g = 980.6199 gals.).
 PU2442
 PU2442.The modeled gravity was interpolated from observed gravity values.
 PU2442
 PU2442;                    North         East    Units  Estimated Accuracy
 PU2442;SPC SD N     -    88,160.      421,690.      MT  (+/- 180 meters Scaled)
 PU2442
 PU2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK185426(NAD 83)
 PU2442
 PU2442                          SUPERSEDED SURVEY CONTROL
 PU2442
 PU2442  NGVD 29 (04/17/07)  798.09   (m)         2618.4    (f) RESET       3  
 PU2442
 PU2442.Superseded values are not recommended for survey control.
 PU2442
 PU2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2442.See file dsdata.pdf to determine how the superseded data were derived.
 PU2442
 PU2442_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2442_STAMPING: MARCUS 2 1990
 PU2442_MARK LOGO: NGS
 PU2442_PROJECTION: FLUSH
 PU2442_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2442+STABILITY: SURFACE MOTION
 PU2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2442+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2442
 PU2442  HISTORY     - Date     Condition        Report By
 PU2442  HISTORY     - 1990     MONUMENTED       NGS
 PU2442  HISTORY     - 19950605 GOOD             NGS
 PU2442
 PU2442                          STATION DESCRIPTION
 PU2442
 PU2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2442'14.88 KM (9.25 MI) EAST FROM WHITE OWL OR, 16.24 KM (10.09 MI) WEST
 PU2442'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, THEN 35.97 M (118.01 FT)
 PU2442'NORTH FROM THE CENTER OF STATE HIGHWAY 34, 131.06 M (429.99 FT) EAST
 PU2442'FROM AN APPROACH, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.
 PU2442
 PU2442                          STATION RECOVERY (1995)
 PU2442
 PU2442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2442'16.0 KM (9.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2442'STATE HIGHWAY 73 IN HOWES, 87.0 M (285.4 FT) NORTHWEST OF MILEPOST
 PU2442'103, 36.2 M (118.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.4 M (17.7
 PU2442'FT) EAST OF REFERENCE MARK 3, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 PU2442'HIGHWAY, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) SOUTH OF A
 PU2442'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2443 ***********************************************************************
 PU2443  DESIGNATION -  MARCUS 2 RM 3
 PU2443  PID         -  PU2443
 PU2443  STATE/COUNTY-  SD/MEADE
 PU2443  COUNTRY     -  US
 PU2443  USGS QUAD   -  PLAINVIEW (2017)
 PU2443
 PU2443                         *CURRENT SURVEY CONTROL
 PU2443  ______________________________________________________________________
 PU2443* NAD 83(1986) POSITION- 44 36 16.     (N) 102 14 48.     (W)   SCALED
 PU2443* NAVD 88 ORTHO HEIGHT -   798.776 (meters)     2620.65  (feet) ADJUSTED
 PU2443  ______________________________________________________________________
 PU2443  GEOID HEIGHT    -        -19.256 (meters)                     GEOID18
 PU2443  DYNAMIC HEIGHT  -        798.585 (meters)     2620.02  (feet) COMP
 PU2443  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 PU2443
 PU2443  VERT ORDER      -  FIRST     CLASS II
 PU2443
 PU2443.The horizontal coordinates were scaled from a map and have
 PU2443.an estimated accuracy of +/- 6 seconds.
 PU2443
 PU2443.The orthometric height was determined by differential leveling and
 PU2443.adjusted by the NATIONAL GEODETIC SURVEY
 PU2443.in October 1997.
 PU2443
 PU2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2443.GEOID18 height accuracy estimate available here.
 PU2443
 PU2443.Click photographs - Photos may exist for this station.
 PU2443
 PU2443.The dynamic height is computed by dividing the NAVD 88
 PU2443.geopotential number by the normal gravity value computed on the
 PU2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2443.degrees latitude (g = 980.6199 gals.).
 PU2443
 PU2443.The modeled gravity was interpolated from observed gravity values.
 PU2443
 PU2443;                    North         East    Units  Estimated Accuracy
 PU2443;SPC SD N     -    88,160.      421,670.      MT  (+/- 180 meters Scaled)
 PU2443
 PU2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK184426(NAD 83)
 PU2443
 PU2443                          SUPERSEDED SURVEY CONTROL
 PU2443
 PU2443  NGVD 29 (04/17/07)  798.18   (m)         2618.7    (f) RESET       3  
 PU2443
 PU2443.Superseded values are not recommended for survey control.
 PU2443
 PU2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2443.See file dsdata.pdf to determine how the superseded data were derived.
 PU2443
 PU2443_MARKER: DR = REFERENCE MARK DISK
 PU2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2443_STAMPING: MARCUS 2 N0 3 1990
 PU2443_MARK LOGO: NGS
 PU2443_PROJECTION: FLUSH
 PU2443_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2443+STABILITY: SURFACE MOTION
 PU2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2443+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2443
 PU2443  HISTORY     - Date     Condition        Report By
 PU2443  HISTORY     - 1990     MONUMENTED       NGS
 PU2443  HISTORY     - 19950605 GOOD             NGS
 PU2443
 PU2443                          STATION DESCRIPTION
 PU2443
 PU2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2443'14.88 KM (9.25 MI) EAST FROM WHITE OWL OR, 16.24 KM (10.09 MI) WEST
 PU2443'FROM STATE HIGHWAY 73 AND HOWES STORE, ALONG STATE HIGHWAY 34, THEN
 PU2443'35.97 M (118.01 FT) NORTH FROM THE CENTER OF 34, 125.74 M (412.53 FT)
 PU2443'EAST FROM AN APPROACH, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST IN
 PU2443'THE RIGHT-OF-WAY FENCE LINE.
 PU2443
 PU2443                          STATION RECOVERY (1995)
 PU2443
 PU2443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2443'16.0 KM (9.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2443'STATE HIGHWAY 73 IN HOWES, 92.4 M (303.1 FT) NORTHWEST OF MILEPOST
 PU2443'103, 36.2 M (118.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.4 M (17.7
 PU2443'FT) WEST OF TRIANGULATION STATION MARCUS 2, 1.0 M (3.3 FT) ABOVE THE
 PU2443'LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT)
 PU2443'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2443'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2441 ***********************************************************************
 PU2441  DESIGNATION -  MARCUS 2 RM 4
 PU2441  PID         -  PU2441
 PU2441  STATE/COUNTY-  SD/MEADE
 PU2441  COUNTRY     -  US
 PU2441  USGS QUAD   -  PLAINVIEW (2017)
 PU2441
 PU2441                         *CURRENT SURVEY CONTROL
 PU2441  ______________________________________________________________________
 PU2441* NAD 83(1986) POSITION- 44 36 17.     (N) 102 14 46.     (W)   SCALED
 PU2441* NAVD 88 ORTHO HEIGHT -   798.54  (meters)     2619.9   (feet) RESET
 PU2441  ______________________________________________________________________
 PU2441  GEOID HEIGHT    -        -19.257 (meters)                     GEOID18
 PU2441  VERT ORDER      -  THIRD
 PU2441
 PU2441.The horizontal coordinates were scaled from a map and have
 PU2441.an estimated accuracy of +/- 6 seconds.
 PU2441
 PU2441.The orthometric height was computed from unverified reset data.
 PU2441
 PU2441.No vertical observational check was made to the station.
 PU2441
 PU2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2441.GEOID18 height accuracy estimate available here.
 PU2441
 PU2441.Click photographs - Photos may exist for this station.
 PU2441
 PU2441;                    North         East    Units  Estimated Accuracy
 PU2441;SPC SD N     -    88,190.      421,720.      MT  (+/- 180 meters Scaled)
 PU2441
 PU2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK185427(NAD 83)
 PU2441
 PU2441                          SUPERSEDED SURVEY CONTROL
 PU2441
 PU2441  NGVD 29 (04/17/07)  798.08   (m)         2618.4    (f) RESET       3  
 PU2441
 PU2441.Superseded values are not recommended for survey control.
 PU2441
 PU2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2441.See file dsdata.pdf to determine how the superseded data were derived.
 PU2441
 PU2441_MARKER: DR = REFERENCE MARK DISK
 PU2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2441_STAMPING: MARCUS 2 NO 4 1990
 PU2441_MARK LOGO: NGS
 PU2441_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2441+STABILITY: SURFACE MOTION
 PU2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2441+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PU2441
 PU2441  HISTORY     - Date     Condition        Report By
 PU2441  HISTORY     - 1990     MONUMENTED       NGS
 PU2441  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU2441
 PU2441                          STATION DESCRIPTION
 PU2441
 PU2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2441'14.88 M (48.82 FT) EAST FROM WHITE OWL OR, 16.24 KM (10.09 MI) WEST
 PU2441'FROM STATE HIGHWAY 73 AND HOWES STORE, ALONG STATE HIGHWAY 34, THEN
 PU2441'35.97 M (118.01 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 34, 136.5
 PU2441'M (447.8 FT) EAST FROM AN APPROACH, 0.3 M (1.0 FT) SOUTH FROM A
 PU2441'WITNESS POST IN THE RIGHT-OF-WAY FENCE LINE.
 PU2441
 PU2441                          STATION RECOVERY (1995)
 PU2441
 PU2441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2441'THE MONUMENT WAS FOUND WITH ONLY THE STEM OF THE DISK REMAINING.
 PU2441'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0785 ***********************************************************************
 PU0785  DESIGNATION -  MARE
 PU0785  PID         -  PU0785
 PU0785  STATE/COUNTY-  SD/MEADE
 PU0785  COUNTRY     -  US
 PU0785  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0785
 PU0785                         *CURRENT SURVEY CONTROL
 PU0785  ______________________________________________________________________
 PU0785* NAD 83(1986) POSITION- 44 57 11.     (N) 102 39 17.     (W)   SCALED
 PU0785* NAVD 88 ORTHO HEIGHT -   857.658 (meters)     2813.83  (feet) ADJUSTED
 PU0785  ______________________________________________________________________
 PU0785  GEOID HEIGHT    -        -17.917 (meters)                     GEOID18
 PU0785  DYNAMIC HEIGHT  -        857.471 (meters)     2813.22  (feet) COMP
 PU0785  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 PU0785
 PU0785  VERT ORDER      -  SECOND    CLASS 0
 PU0785
 PU0785.The horizontal coordinates were scaled from a map and have
 PU0785.an estimated accuracy of +/- 6 seconds.
 PU0785
 PU0785.The orthometric height was determined by differential leveling and
 PU0785.adjusted by the NATIONAL GEODETIC SURVEY
 PU0785.in June 1991.
 PU0785
 PU0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0785.GEOID18 height accuracy estimate available here.
 PU0785
 PU0785.Click photographs - Photos may exist for this station.
 PU0785
 PU0785.The dynamic height is computed by dividing the NAVD 88
 PU0785.geopotential number by the normal gravity value computed on the
 PU0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0785.degrees latitude (g = 980.6199 gals.).
 PU0785
 PU0785.The modeled gravity was interpolated from observed gravity values.
 PU0785
 PU0785;                    North         East    Units  Estimated Accuracy
 PU0785;SPC SD N     -   127,860.      390,560.      MT  (+/- 180 meters Scaled)
 PU0785
 PU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849804(NAD 83)
 PU0785
 PU0785                          SUPERSEDED SURVEY CONTROL
 PU0785
 PU0785  NGVD 29 (??/??/92)  857.190  (m)         2812.30   (f) ADJ UNCH    2 0
 PU0785
 PU0785.Superseded values are not recommended for survey control.
 PU0785
 PU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0785.See file dsdata.pdf to determine how the superseded data were derived.
 PU0785
 PU0785_MARKER: DS = TRIANGULATION STATION DISK
 PU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0785_STAMPING: MARE 1962
 PU0785_MARK LOGO: CGS
 PU0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0785+STABILITY: SURFACE MOTION
 PU0785
 PU0785  HISTORY     - Date     Condition        Report By
 PU0785  HISTORY     - 1962     MONUMENTED       CGS
 PU0785
 PU0785                          STATION DESCRIPTION
 PU0785
 PU0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0785'8 MI SW FROM MAURINE.
 PU0785'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0785'THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD, ON THE TOP OF A
 PU0785'SMALL RISE, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, 45.0
 PU0785'FEET SOUTH OF R.M. 1, 42.4 FEET NORTH OF R.M. 2, 7 FEET NORTHEAST
 PU0785'OF THE NORTH END OF A WIRE GATE, 4.0 FEET EAST OF A FENCE, 4.0
 PU0785'FEET NORTHEAST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN
 PU0785'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PU0785'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0784 ***********************************************************************
 PU0784  DESIGNATION -  MARE RM 1
 PU0784  PID         -  PU0784
 PU0784  STATE/COUNTY-  SD/MEADE
 PU0784  COUNTRY     -  US
 PU0784  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0784
 PU0784                         *CURRENT SURVEY CONTROL
 PU0784  ______________________________________________________________________
 PU0784* NAD 83(1986) POSITION- 44 57 11.     (N) 102 39 17.     (W)   SCALED
 PU0784* NAVD 88 ORTHO HEIGHT -   857.866 (meters)     2814.52  (feet) ADJUSTED
 PU0784  ______________________________________________________________________
 PU0784  GEOID HEIGHT    -        -17.917 (meters)                     GEOID18
 PU0784  DYNAMIC HEIGHT  -        857.679 (meters)     2813.90  (feet) COMP
 PU0784  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 PU0784
 PU0784  VERT ORDER      -  SECOND    CLASS 0
 PU0784
 PU0784.The horizontal coordinates were scaled from a map and have
 PU0784.an estimated accuracy of +/- 6 seconds.
 PU0784
 PU0784.The orthometric height was determined by differential leveling and
 PU0784.adjusted by the NATIONAL GEODETIC SURVEY
 PU0784.in June 1991.
 PU0784
 PU0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0784.GEOID18 height accuracy estimate available here.
 PU0784
 PU0784.Click photographs - Photos may exist for this station.
 PU0784
 PU0784.The dynamic height is computed by dividing the NAVD 88
 PU0784.geopotential number by the normal gravity value computed on the
 PU0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0784.degrees latitude (g = 980.6199 gals.).
 PU0784
 PU0784.The modeled gravity was interpolated from observed gravity values.
 PU0784
 PU0784;                    North         East    Units  Estimated Accuracy
 PU0784;SPC SD N     -   127,860.      390,560.      MT  (+/- 180 meters Scaled)
 PU0784
 PU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849804(NAD 83)
 PU0784
 PU0784                          SUPERSEDED SURVEY CONTROL
 PU0784
 PU0784  NGVD 29 (??/??/92)  857.398  (m)         2812.98   (f) ADJ UNCH    2 0
 PU0784
 PU0784.Superseded values are not recommended for survey control.
 PU0784
 PU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0784.See file dsdata.pdf to determine how the superseded data were derived.
 PU0784
 PU0784_MARKER: DR = REFERENCE MARK DISK
 PU0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0784_STAMPING: MARE NO 1 1962
 PU0784_MARK LOGO: CGS
 PU0784_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0784+STABILITY: SURFACE MOTION
 PU0784
 PU0784  HISTORY     - Date     Condition        Report By
 PU0784  HISTORY     - 1962     MONUMENTED       CGS
 PU0784
 PU0784                          STATION DESCRIPTION
 PU0784
 PU0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0784'8 MI SW FROM MAURINE.
 PU0784'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0784'THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD, ON THE TOP OF A
 PU0784'SMALL RISE, 49 FEET WEST OF THE CENTER LINE OF THE ROAD, 45.0
 PU0784'FEET NORTH OF THE STATION, 1.5 FEET EAST OF A FENCE, ABOUT 5
 PU0784'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0784'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0786 ***********************************************************************
 PU0786  DESIGNATION -  MARE RM 2
 PU0786  PID         -  PU0786
 PU0786  STATE/COUNTY-  SD/MEADE
 PU0786  COUNTRY     -  US
 PU0786  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0786
 PU0786                         *CURRENT SURVEY CONTROL
 PU0786  ______________________________________________________________________
 PU0786* NAD 83(1986) POSITION- 44 57 10.     (N) 102 39 17.     (W)   SCALED
 PU0786* NAVD 88 ORTHO HEIGHT -   857.494 (meters)     2813.29  (feet) ADJUSTED
 PU0786  ______________________________________________________________________
 PU0786  GEOID HEIGHT    -        -17.918 (meters)                     GEOID18
 PU0786  DYNAMIC HEIGHT  -        857.307 (meters)     2812.68  (feet) COMP
 PU0786  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 PU0786
 PU0786  VERT ORDER      -  SECOND    CLASS 0
 PU0786
 PU0786.The horizontal coordinates were scaled from a map and have
 PU0786.an estimated accuracy of +/- 6 seconds.
 PU0786
 PU0786.The orthometric height was determined by differential leveling and
 PU0786.adjusted by the NATIONAL GEODETIC SURVEY
 PU0786.in June 1991.
 PU0786
 PU0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0786.GEOID18 height accuracy estimate available here.
 PU0786
 PU0786.Click photographs - Photos may exist for this station.
 PU0786
 PU0786.The dynamic height is computed by dividing the NAVD 88
 PU0786.geopotential number by the normal gravity value computed on the
 PU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0786.degrees latitude (g = 980.6199 gals.).
 PU0786
 PU0786.The modeled gravity was interpolated from observed gravity values.
 PU0786
 PU0786;                    North         East    Units  Estimated Accuracy
 PU0786;SPC SD N     -   127,830.      390,560.      MT  (+/- 180 meters Scaled)
 PU0786
 PU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849803(NAD 83)
 PU0786
 PU0786                          SUPERSEDED SURVEY CONTROL
 PU0786
 PU0786  NGVD 29 (??/??/92)  857.026  (m)         2811.76   (f) ADJ UNCH    2 0
 PU0786
 PU0786.Superseded values are not recommended for survey control.
 PU0786
 PU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0786.See file dsdata.pdf to determine how the superseded data were derived.
 PU0786
 PU0786_MARKER: DR = REFERENCE MARK DISK
 PU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0786_STAMPING: MARE NO 2 1962
 PU0786_MARK LOGO: CGS
 PU0786_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0786+STABILITY: SURFACE MOTION
 PU0786
 PU0786  HISTORY     - Date     Condition        Report By
 PU0786  HISTORY     - 1962     MONUMENTED       CGS
 PU0786
 PU0786                          STATION DESCRIPTION
 PU0786
 PU0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0786'8 MI SW FROM MAURINE.
 PU0786'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0786'THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD, ON A SMALL RISE,
 PU0786'49 FEET WEST OF THE CENTER LINE OF THE ROAD, 42.4 FEET SOUTH
 PU0786'OF THE STATION, 15 FEET SOUTH OF THE SOUTH END OF A WIRE GATE,
 PU0786'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0786'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0115 ***********************************************************************
 QT0115  DESIGNATION -  MARKS
 QT0115  PID         -  QT0115
 QT0115  STATE/COUNTY-  SD/MEADE
 QT0115  COUNTRY     -  US
 QT0115  USGS QUAD   -  FAITH SW (2017)
 QT0115
 QT0115                         *CURRENT SURVEY CONTROL
 QT0115  ______________________________________________________________________
 QT0115* NAD 83(1996) POSITION- 45 01 27.14558(N) 102 10 01.32699(W)   ADJUSTED
 QT0115* NAVD 88 ORTHO HEIGHT -   799.085 (meters)     2621.66  (feet) ADJUSTED
 QT0115  ______________________________________________________________________
 QT0115  GEOID HEIGHT    -        -19.130 (meters)                     GEOID18
 QT0115  LAPLACE CORR    -         -6.80  (seconds)                    DEFLEC18
 QT0115  DYNAMIC HEIGHT  -        798.926 (meters)     2621.14  (feet) COMP
 QT0115  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 QT0115
 QT0115  HORZ ORDER      -  SECOND
 QT0115  VERT ORDER      -  FIRST     CLASS II
 QT0115
 QT0115.The horizontal coordinates were established by classical geodetic methods
 QT0115.and adjusted by the National Geodetic Survey in January 1998.
 QT0115
 QT0115.The orthometric height was determined by differential leveling and
 QT0115.adjusted by the NATIONAL GEODETIC SURVEY
 QT0115.in July 1998.
 QT0115
 QT0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0115.GEOID18 height accuracy estimate available here.
 QT0115
 QT0115.Click photographs - Photos may exist for this station.
 QT0115
 QT0115.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0115
 QT0115.The dynamic height is computed by dividing the NAVD 88
 QT0115.geopotential number by the normal gravity value computed on the
 QT0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0115.degrees latitude (g = 980.6199 gals.).
 QT0115
 QT0115.The modeled gravity was interpolated from observed gravity values.
 QT0115
 QT0115. The following values were computed from the NAD 83(1996) position.
 QT0115
 QT0115;                    North         East     Units Scale Factor Converg.
 QT0115;SPC SD N     -   134,618.277   429,238.863   MT  0.99993922   -1 32 01.3
 QT0115;SPC SD N     -   441,660.13  1,408,261.17   sFT  0.99993922   -1 32 01.3
 QT0115;UTM  13      - 4,989,544.353   723,186.959   MT  1.00021254   +2 00 17.6
 QT0115
 QT0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0115!SPC SD N     -   0.99987773  x   0.99993922  =   0.99981696
 QT0115!UTM  13      -   0.99987773  x   1.00021254  =   1.00009024
 QT0115
 QT0115:                Primary Azimuth Mark                     Grid Az
 QT0115:SPC SD N     -  FAITH MUNICIPAL TANK                     092 37 18.1
 QT0115:UTM  13      -  FAITH MUNICIPAL TANK                     089 04 59.2
 QT0115
 QT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2318689544(NAD 83)
 QT0115
 QT0115|---------------------------------------------------------------------|
 QT0115| PID    Reference Object                     Distance      Geod. Az  |
 QT0115|                                                           dddmmss.s |
 QT0115| QT0116 MARKS RM 1                           14.852 METERS 08619     |
 QT0115| QT0412 FAITH MUNICIPAL TANK                APPROX.10.0 KM 0910516.8 |
 QT0115| QT0117 MARKS RM 2                           14.198 METERS 17239     |
 QT0115|---------------------------------------------------------------------|
 QT0115
 QT0115                          SUPERSEDED SURVEY CONTROL
 QT0115
 QT0115  NAD 83(1986)-  45 01 27.13695(N)    102 10 01.32652(W) AD(       ) 2
 QT0115  NAD 27      -  45 01 27.19370(N)    102 09 59.74840(W) AD(       ) 2
 QT0115  NAVD 88 (06/15/91)  799.074  (m)         2621.63   (f) SUPERSEDED  1 2
 QT0115  NGVD 29 (??/??/92)  798.617  (m)         2620.13   (f) ADJ UNCH    1 2
 QT0115  NGVD 29             798.62   (m)         2620.1    (f) LEVELING    3  
 QT0115
 QT0115.Superseded values are not recommended for survey control.
 QT0115
 QT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0115.See file dsdata.pdf to determine how the superseded data were derived.
 QT0115
 QT0115_MARKER: DS = TRIANGULATION STATION DISK
 QT0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0115_STAMPING: MARKS 1962
 QT0115_MARK LOGO: CGS
 QT0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0115+STABILITY: SURFACE MOTION
 QT0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0115+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0115
 QT0115  HISTORY     - Date     Condition        Report By
 QT0115  HISTORY     - 1962     MONUMENTED       CGS
 QT0115  HISTORY     - 1963     GOOD             CGS
 QT0115  HISTORY     - 1981     GOOD             NGS
 QT0115  HISTORY     - 1981     GOOD             NGS
 QT0115  HISTORY     - 19960425 GOOD             NGS
 QT0115
 QT0115                          STATION DESCRIPTION
 QT0115
 QT0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0115'THE STATION IS SITUATED 6-1/2 MILES EAST OF FAITH, 300 FEET
 QT0115'NORTH OF U.S. HIGHWAY 212, IN THE SW 1/4 OF SEC. 3, T 12
 QT0115'N, R 16 E, UPON THE MARKS RANCH.
 QT0115'
 QT0115'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QT0115'AND STATE HIGHWAY 73 AT THE NORTHWEST EDGE OF FAITH, DRIVE WEST ON
 QT0115'U.S. HIGHWAY 212 AND STATE HIGHWAY 73 FOR 3.2 MILES WHERE
 QT0115'THE STATE HIGHWAY TURNS NORTH AND THE FEDERAL HIGHWAY CONTINUES
 QT0115'WEST.  CONTINUE WEST ON U.S. HIGHWAY 212 FOR 2.9 MILES TO A
 QT0115'CROSSROAD.  TURN RIGHT, CROSS A CATTLE GUARD AND DRIVE NORTH
 QT0115'ON THE NARROW GRAVELED ROAD FOR 300 FEET, THENCE TURN RIGHT
 QT0115'AND DRIVE EAST ACROSS COUNTRY FOR 200 FEET TO THE SUMMIT OF
 QT0115'A SLIGHT RISE AND THE STATION.
 QT0115'
 QT0115'THE STATION MARK, A STANDARD DISK STAMPED MARKS 1962, IS SET
 QT0115'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 QT0115'DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0115'IT IS 5.5 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 QT0115'
 QT0115'REFERENCE MARK 1, A STANDARD DISK STAMPED MARKS NO 1 1962,
 QT0115'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 QT0115'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0115'IT IS ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 QT0115'
 QT0115'REFERENCE MARK 2, A STANDARD DISK STAMPED MARKS NO 2 1962, IS
 QT0115'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 QT0115'IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 QT0115'IT IS ABOUT 10 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 QT0115
 QT0115                          STATION RECOVERY (1963)
 QT0115
 QT0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QT0115'6.5 MI W FROM FAITH.
 QT0115'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0115'FAITH, THENCE 6.35 MILES WEST ALONG U.S. HIGHWAY 212 TO A ROAD
 QT0115'INTERSECTION, THENCE 0.05 MILE NORTH ACROSS COUNTRY TO THE CREST
 QT0115'OF A HILL, 300 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.5
 QT0115'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 QT0115'CONCRETE POST PROJECTING 4 INCHES.
 QT0115
 QT0115                          STATION RECOVERY (1981)
 QT0115
 QT0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0115'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 QT0115'IN GOOD CONDITION.  THE STATION IS LOCATED 10.5 KM (6.5 MI) WEST OF
 QT0115'FAITH, RATHER THAN 6 1/2 MILES EAST AS STATED IN THE 1962 DESCRIPTIVE
 QT0115'TEXT.  THE REST OF THE 1962 DESCRIPTIVE TEXT IS ADEQUATE.  THE STATION
 QT0115'WAS NOT OCCUPIED AT THIS TIME, DUE TO INCLEMENT WEATHER.
 QT0115
 QT0115                          STATION RECOVERY (1981)
 QT0115
 QT0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0115'RECOVERED IN GOOD CONDITION.
 QT0115
 QT0115                          STATION RECOVERY (1996)
 QT0115
 QT0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0115'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0115'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 219.0 M (718.5 FT) EAST OF
 QT0115'MILEPOST 108, 121.6 M (398.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 61.2
 QT0115'M (200.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 14.9 M (48.9 FT)
 QT0115'WEST OF REFERENCE MARK 1, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.5
 QT0115'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 QT0115'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0116 ***********************************************************************
 QT0116  DESIGNATION -  MARKS RM 1
 QT0116  PID         -  QT0116
 QT0116  STATE/COUNTY-  SD/MEADE
 QT0116  COUNTRY     -  US
 QT0116  USGS QUAD   -  FAITH SW (2017)
 QT0116
 QT0116                         *CURRENT SURVEY CONTROL
 QT0116  ______________________________________________________________________
 QT0116* NAD 83(1986) POSITION- 45 01 27.18   (N) 102 10 00.65   (W)   HD_HELD1
 QT0116* NAVD 88 ORTHO HEIGHT -   798.605 (meters)     2620.09  (feet) ADJUSTED
 QT0116  ______________________________________________________________________
 QT0116  GEOID HEIGHT    -        -19.131 (meters)                     GEOID18
 QT0116  DYNAMIC HEIGHT  -        798.445 (meters)     2619.57  (feet) COMP
 QT0116  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 QT0116
 QT0116  VERT ORDER      -  FIRST     CLASS II
 QT0116
 QT0116.The horizontal coordinates were determined by differentially corrected
 QT0116.hand held GPS observations or other comparable positioning techniques
 QT0116.and have an estimated accuracy of +/- 3 meters.
 QT0116
 QT0116.The orthometric height was determined by differential leveling and
 QT0116.adjusted by the NATIONAL GEODETIC SURVEY
 QT0116.in June 1991.
 QT0116
 QT0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0116.GEOID18 height accuracy estimate available here.
 QT0116
 QT0116.Click photographs - Photos may exist for this station.
 QT0116
 QT0116.The dynamic height is computed by dividing the NAVD 88
 QT0116.geopotential number by the normal gravity value computed on the
 QT0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0116.degrees latitude (g = 980.6199 gals.).
 QT0116
 QT0116.The modeled gravity was interpolated from observed gravity values.
 QT0116
 QT0116;                    North         East    Units  Estimated Accuracy
 QT0116;SPC SD N     -   134,618.9     429,253.7     MT  (+/- 3 meters HH1 GPS) 
 QT0116
 QT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2320189545(NAD 83)
 QT0116
 QT0116                          SUPERSEDED SURVEY CONTROL
 QT0116
 QT0116  NGVD 29 (??/??/92)  798.148  (m)         2618.59   (f) ADJ UNCH    1 2
 QT0116
 QT0116.Superseded values are not recommended for survey control.
 QT0116
 QT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0116.See file dsdata.pdf to determine how the superseded data were derived.
 QT0116
 QT0116_MARKER: DR = REFERENCE MARK DISK
 QT0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0116_STAMPING: MARKS NO 1 1962
 QT0116_MARK LOGO: CGS
 QT0116_PROJECTION: FLUSH
 QT0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0116+STABILITY: SURFACE MOTION
 QT0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0116+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0116
 QT0116  HISTORY     - Date     Condition        Report By
 QT0116  HISTORY     - 1962     MONUMENTED       CGS
 QT0116  HISTORY     - 1963     GOOD             CGS
 QT0116  HISTORY     - 1981     GOOD             NGS
 QT0116  HISTORY     - 19960425 GOOD             NGS
 QT0116
 QT0116                          STATION DESCRIPTION
 QT0116
 QT0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0116'6.5 MI W FROM FAITH.
 QT0116'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0116'FAITH, THENCE 6.35 MILES WEST ALONG U.S. HIGHWAY 212 TO A ROAD
 QT0116'INTERSECTION, THENCE 0.05 MILE NORTH ACROSS COUNTRY TO THE CREST
 QT0116'OF A HILL, 48.7 FEET EAST OF MARKS 1962, 54.2 FEET EAST OF A METAL
 QT0116'WITNESS POST, ABOUT 18 INCHES BELOW THE LEVEL OF THE STATION, AND
 QT0116'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QT0116
 QT0116                          STATION RECOVERY (1981)
 QT0116
 QT0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0116'RECOVERED IN GOOD CONDITION.
 QT0116
 QT0116                          STATION RECOVERY (1996)
 QT0116
 QT0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0116'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0116'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 234.0 M (767.7 FT) EAST OF
 QT0116'MILEPOST 108, 121.6 M (398.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 76.1
 QT0116'M (249.7 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 14.9 M (48.9 FT)
 QT0116'EAST OF TRIANGULATION STATION MARKS AND A WITNESS POST, 0.5 M (1.6 FT)
 QT0116'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 QT0116'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0689 ***********************************************************************
 QS0689  DESIGNATION -  MARLIN
 QS0689  PID         -  QS0689
 QS0689  STATE/COUNTY-  SD/CAMPBELL
 QS0689  COUNTRY     -  US
 QS0689  USGS QUAD   -  SELBY NW (2017)
 QS0689
 QS0689                         *CURRENT SURVEY CONTROL
 QS0689  ______________________________________________________________________
 QS0689* NAD 83(1996) POSITION- 45 40 48.58526(N) 100 10 20.12576(W)   ADJUSTED
 QS0689* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 QS0689  ______________________________________________________________________
 QS0689  GEOID HEIGHT    -        -22.142 (meters)                     GEOID18
 QS0689  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 QS0689  HORZ ORDER      -  SECOND
 QS0689
 QS0689.The horizontal coordinates were established by classical geodetic methods
 QS0689.and adjusted by the National Geodetic Survey in January 1998.
 QS0689
 QS0689.The orthometric height was scaled from a topographic map.
 QS0689
 QS0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0689.GEOID18 height accuracy estimate available here.
 QS0689
 QS0689.Click photographs - Photos may exist for this station.
 QS0689
 QS0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0689
 QS0689. The following values were computed from the NAD 83(1996) position.
 QS0689
 QS0689;                    North         East     Units Scale Factor Converg.
 QS0689;SPC SD N     -   205,245.927   586,579.737   MT  0.99999939   -0 07 18.9
 QS0689;SPC SD N     -   673,377.68  1,924,470.35   sFT  0.99999939   -0 07 18.9
 QS0689;UTM  14      - 5,059,180.569   408,707.981   MT  0.99970246   -0 50 19.5
 QS0689
 QS0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0689!SPC SD N     -   0.99990669  x   0.99999939  =   0.99990608
 QS0689!UTM  14      -   0.99990669  x   0.99970246  =   0.99960918
 QS0689
 QS0689:                Primary Azimuth Mark                     Grid Az
 QS0689:SPC SD N     -  HARRY                                    103 28 53.8
 QS0689:UTM  14      -  HARRY                                    104 11 54.4
 QS0689
 QS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0870759180(NAD 83)
 QS0689
 QS0689|---------------------------------------------------------------------|
 QS0689| PID    Reference Object                     Distance      Geod. Az  |
 QS0689|                                                           dddmmss.s |
 QS0689| QS0675 HARRY                               APPROX. 8.3 KM 1032134.9 |
 QS0689| CO5968 MARLIN RM 1                          13.450 METERS 17859     |
 QS0689| CO5969 MARLIN RM 2                          22.033 METERS 26907     |
 QS0689|---------------------------------------------------------------------|
 QS0689
 QS0689                          SUPERSEDED SURVEY CONTROL
 QS0689
 QS0689  NAD 83(1986)-  45 40 48.57473(N)    100 10 20.12285(W) AD(       ) 2
 QS0689  NAD 27      -  45 40 48.60157(N)    100 10 18.68031(W) AD(       ) 2
 QS0689
 QS0689.Superseded values are not recommended for survey control.
 QS0689
 QS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0689.See file dsdata.pdf to determine how the superseded data were derived.
 QS0689
 QS0689_MARKER: DD = SURVEY DISK
 QS0689_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0689+WITH SETTING: INFORMATION.
 QS0689_STAMPING: ET MARLIN 1967
 QS0689_MARK LOGO: USGS
 QS0689_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0689
 QS0689  HISTORY     - Date     Condition        Report By
 QS0689  HISTORY     - 1967     MONUMENTED       USGS
 QS0689
 QS0689                          STATION DESCRIPTION
 QS0689
 QS0689'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0689'THE STATION IS LOCATED APPROX. 3.0 MI S. AND 5.0 MI W. OF MOUND
 QS0689'CITY.  T. 125 N., R. 77 W., NEAR THE COR. SEC. 4, 5, 32 AND 33.
 QS0689'
 QS0689'TO REACH THE STATION FROM THE CROSSROADS AT MOUND CITY, GO
 QS0689'W. ALONG GRAVEL RD. FOR 5.0 MI, TURN LEFT (S.) AND GO 3.1
 QS0689'MI TO A CROSSROADS AND STATION ON LEFT (E.) AT THE SE. COR. OF
 QS0689'CROSSROADS, T. 125 N., R. 77 W., NEAR THE COR. OF SECS. 4,
 QS0689'5, 32 AND 33.
 QS0689'
 QS0689'STATION MARK IS 362 FT S. AND 33 FT E. OF CROSSROADS, 5 FT
 QS0689'W. OF USGS WITNESS POST AND FENCE, STAMPED ET MARLIN 1967.
 QS0689'
 QS0689'REFERENCE MARK NO. 1 IS S. OF THE STATION, 406 FT S. AND 34 FT
 QS0689'E. OF CROSSROADS, 4 FT W. OF FENCE, STAMPED MARLIN NO. 1 1967.
 QS0689'
 QS0689'REFERENCE MARK NO. 2 IS W. OF THE STATION, 362 FT S. AND 39
 QS0689'FT W. OF CROSSROADS, 2 FT E. OF FENCE, STAMPED MARLIN NO. 2
 QS0689'1967.
 QS0689'
 QS0689'AZIMUTH MARK - NONE SET.
 QS0689'
 QS0689'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0689'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0689'TILES, 12 IN. LONG, FILLED TO WITHIN 1 IN. OF CAP.
 QS0689'
 QS0689'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0393 ***********************************************************************
 QQ0393  DESIGNATION -  MARSHALL CO GERMAN LUTH CH
 QQ0393  PID         -  QQ0393
 QQ0393  STATE/COUNTY-  SD/MARSHALL
 QQ0393  COUNTRY     -  US
 QQ0393  USGS QUAD   -  HILLHEAD (2017)
 QQ0393
 QQ0393                         *CURRENT SURVEY CONTROL
 QQ0393  ______________________________________________________________________
 QQ0393* NAD 83(1996) POSITION- 45 51 25.92198(N) 097 28 50.50789(W)   ADJUSTED
 QQ0393  ______________________________________________________________________
 QQ0393  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 QQ0393  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 QQ0393  HORZ ORDER      -  THIRD
 QQ0393
 QQ0393.The horizontal coordinates were established by classical geodetic methods
 QQ0393.and adjusted by the National Geodetic Survey in January 1998.
 QQ0393
 QQ0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0393.GEOID18 height accuracy estimate available here.
 QQ0393
 QQ0393.Click photographs - Photos may exist for this station.
 QQ0393
 QQ0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0393
 QQ0393. The following values were computed from the NAD 83(1996) position.
 QQ0393
 QQ0393;                    North         East     Units Scale Factor Converg.
 QQ0393;SPC SD N     -   227,953.406   795,630.869   MT  1.00003821   +1 46 58.8
 QQ0393;SPC SD N     -   747,877.13  2,610,332.28   sFT  1.00003821   +1 46 58.8
 QQ0393;UTM  14      - 5,079,303.991   617,945.051   MT  0.99977102   +1 05 25.4
 QQ0393
 QQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1794579303(NAD 83)
 QQ0393
 QQ0393                          SUPERSEDED SURVEY CONTROL
 QQ0393
 QQ0393  NAD 83(1986)-  45 51 25.91426(N)    097 28 50.49765(W) AD(       ) 3
 QQ0393  NAD 27      -  45 51 25.97800(N)    097 28 49.02600(W) AD(       ) 3
 QQ0393
 QQ0393.Superseded values are not recommended for survey control.
 QQ0393
 QQ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0393.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0393
 QQ0393_MARKER: 90 = CHURCH SPIRE
 QQ0393
 QQ0393  HISTORY     - Date     Condition        Report By
 QQ0393  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0393
 QQ0393                          STATION DESCRIPTION
 QQ0393
 QQ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0393'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE GERMAN LUTHERAN
 QQ0393'CHURCH LOCATED IN MARSHALL COUNTY, SOUTH DAKOTA, ABOUT 5.0 MILES
 QQ0393'S OF STATION RUT, BUILT IN 1904, AND APPROXIMATELY 60 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0802 ***********************************************************************
 QS0802  DESIGNATION -  MARTIN
 QS0802  PID         -  QS0802
 QS0802  STATE/COUNTY-  SD/CORSON
 QS0802  COUNTRY     -  US
 QS0802  USGS QUAD   -  MAHTO NE (2017)
 QS0802
 QS0802                         *CURRENT SURVEY CONTROL
 QS0802  ______________________________________________________________________
 QS0802* NAD 83(1996) POSITION- 45 55 45.88045(N) 100 32 49.37429(W)   ADJUSTED
 QS0802* NAVD 88 ORTHO HEIGHT -   515.    (meters)     1690.    (feet) SCALED
 QS0802  ______________________________________________________________________
 QS0802  GEOID HEIGHT    -        -21.538 (meters)                     GEOID18
 QS0802  LAPLACE CORR    -         -5.38  (seconds)                    DEFLEC18
 QS0802  HORZ ORDER      -  SECOND
 QS0802
 QS0802.The horizontal coordinates were established by classical geodetic methods
 QS0802.and adjusted by the National Geodetic Survey in January 1998.
 QS0802
 QS0802.The orthometric height was scaled from a topographic map.
 QS0802
 QS0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0802.GEOID18 height accuracy estimate available here.
 QS0802
 QS0802.Click photographs - Photos may exist for this station.
 QS0802
 QS0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0802
 QS0802. The following values were computed from the NAD 83(1996) position.
 QS0802
 QS0802;                    North         East     Units Scale Factor Converg.
 QS0802;SPC SD N     -   233,079.115   557,567.883   MT  1.00005681   -0 23 13.8
 QS0802;SPC SD N     -   764,693.73  1,829,287.30   sFT  1.00005681   -0 23 13.8
 QS0802;UTM  14      - 5,087,368.225   380,056.673   MT  0.99977686   -1 06 42.0
 QS0802
 QS0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0802!SPC SD N     -   0.99992259  x   1.00005681  =   0.99997939
 QS0802!UTM  14      -   0.99992259  x   0.99977686  =   0.99969946
 QS0802
 QS0802:                Primary Azimuth Mark                     Grid Az
 QS0802:SPC SD N     -  KENEL CHURCH CROSS                       112 56 39.4
 QS0802:UTM  14      -  KENEL CHURCH CROSS                       113 40 07.6
 QS0802
 QS0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8005687368(NAD 83)
 QS0802
 QS0802|---------------------------------------------------------------------|
 QS0802| PID    Reference Object                     Distance      Geod. Az  |
 QS0802|                                                           dddmmss.s |
 QS0802| QS0721 KENEL CHURCH CROSS                  APPROX. 4.7 KM 1123325.6 |
 QS0802| CQ5656 MARTIN RM 1                           9.280 METERS 18029     |
 QS0802| CQ5657 MARTIN RM 2                          11.306 METERS 28020     |
 QS0802|---------------------------------------------------------------------|
 QS0802
 QS0802                          SUPERSEDED SURVEY CONTROL
 QS0802
 QS0802  NAD 83(1986)-  45 55 45.87115(N)    100 32 49.36899(W) AD(       ) 2
 QS0802  NAD 27      -  45 55 45.87700(N)    100 32 47.90600(W) AD(       ) 2
 QS0802  MORC        -  45 55 43.20000(N)    100 32 47.35000(W) AD(       ) 3
 QS0802
 QS0802.Superseded values are not recommended for survey control.
 QS0802
 QS0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0802.See file dsdata.pdf to determine how the superseded data were derived.
 QS0802
 QS0802_MARKER: DS = TRIANGULATION STATION DISK
 QS0802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0802_STAMPING: MARTIN MORC 1948
 QS0802_MARK LOGO: CGS
 QS0802_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0802
 QS0802  HISTORY     - Date     Condition        Report By
 QS0802  HISTORY     - UNK      MONUMENTED       MORC
 QS0802  HISTORY     - 1948     GOOD             CGS
 QS0802
 QS0802                          STATION DESCRIPTION
 QS0802
 QS0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0802'THE STATION IS ABOUT 3 MILES NORTHWEST OF THE SMALL VILLAGE
 QS0802'OF KENEL, 2-1/2 MILES WEST OF THE MISSOURI RIVER, 1 MILE
 QS0802'SOUTH OF THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE, ON THE
 QS0802'EAST SIDE OF THE SPUR WHICH FORMS A DIVIDE BETWEEN TWO CREEKS,
 QS0802'ON THE STANDING ROCK INDIAN RESERVATION.
 QS0802'
 QS0802'TO REACH FROM THE VILLAGE OF KENEL, GO NORTHWESTERLY ON MAIN
 QS0802'ROAD 1.1 MILE TO THE AZIMUTH ON RIGHT, CONTINUE STRAIGHT
 QS0802'AHEAD FOR 0.35 MILE TO A TRACK ROAD LEFT AT NORTH END OF
 QS0802'A SMALL BRIDGE.  TURN LEFT ON TRACK ROAD 0.15 MILE, TAKE RIGHT
 QS0802'FORK AND GO 1.25 MILES TO POINT WHERE THE ROAD CURVES TO
 QS0802'THE RIGHT.  BEAR LEFT OR STRAIGHT AHEAD ACROSS COUNTRY TO
 QS0802'TOP OF FIRST RIDGE, TURNING RIGHT ALONG TOP OF RIDGE FOR A
 QS0802'TOTAL DISTANCE OF 0.45 MILE TO STATION.
 QS0802'
 QS0802'THE STATION IS ABOUT 75 FEET EAST OF THE WESTERLY END OF HOGBACK
 QS0802'RIDGE, 4 FEET WEST OF WHITE WITNESS POST.  IT IS A THREE
 QS0802'INCH IRON PIPE SET IN CONCRETE, WITH A STANDARD BRONZE DISK
 QS0802'SET IN TOP WITH CEMENT.  IT PROJECTS ABOUT 14 INCHES AND IS
 QS0802'STAMPED MARTIN MORC 1948.
 QS0802'
 QS0802'REFERENCE MARK NO. 1 IS ON THE SOUTH RIM OF HOGBACK RIDGE, IT IS
 QS0802'A 12 INCH CONCRETE POST PROJECTING 4 INCHES WITH A STANDARD
 QS0802'BRONZE DISK SET IN TOP, AND IS STAMPED MARTIN MORC NO 1 1948.
 QS0802'
 QS0802'REFERENCE MARK NO. 2 IS IN THE MIDDLE OF THE HOGBACK RIDGE
 QS0802'ABOUT 45 FEET EAST OF THE WESTERLY END.  IT IS A 12 INCH
 QS0802'CONCRETE POST PROJECTING 4 INCHES WITH A STANDARD BRONZE
 QS0802'DISK SET IN THE TOP, AND IS STAMPED MARTIN MORC NO 2 1948.
 QS0802'
 QS0802'AZIMUTH MARK IS 36 FEET NORTH OF TRACK ROAD, 2 FEET SOUTH
 QS0802'OF WHITE WITNESS POST, APPROXIMATELY 2 MILES EAST-SOUTHEAST
 QS0802'OF STATION.  IT IS A USC AND GSBM DISK SET IN A 6 INCH CONCRETE
 QS0802'POST PROJECTING 10 INCHES AND IS STAMPED X-306 1945.
 QS0802'
 QS0802'ALL STATIONS ARE VISIBLE FROM THE GROUND.
 QS0802'
 QS0802'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0760 ***********************************************************************
 OS0760  DESIGNATION -  MARTIN
 OS0760  PID         -  OS0760
 OS0760  STATE/COUNTY-  SD/BENNETT
 OS0760  COUNTRY     -  US
 OS0760  USGS QUAD   -  MARTIN SW (2017)
 OS0760
 OS0760                         *CURRENT SURVEY CONTROL
 OS0760  ______________________________________________________________________
 OS0760* NAD 83(1996) POSITION- 43 02 33.61388(N) 101 44 39.80689(W)   ADJUSTED
 OS0760* NAVD 88 ORTHO HEIGHT -  1073.    (meters)     3520.    (feet) SCALED
 OS0760  ______________________________________________________________________
 OS0760  GEOID HEIGHT    -        -19.423 (meters)                     GEOID18
 OS0760  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 OS0760  HORZ ORDER      -  FIRST
 OS0760
 OS0760.The horizontal coordinates were established by classical geodetic methods
 OS0760.and adjusted by the National Geodetic Survey in January 1998.
 OS0760
 OS0760.The orthometric height was scaled from a topographic map.
 OS0760
 OS0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0760.GEOID18 height accuracy estimate available here.
 OS0760
 OS0760.Click photographs - Photos may exist for this station.
 OS0760
 OS0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0760
 OS0760. The following values were computed from the NAD 83(1996) position.
 OS0760
 OS0760;                    North         East     Units Scale Factor Converg.
 OS0760;SPC SD S     -    79,778.004   485,031.134   MT  0.99995701   -0 58 24.3
 OS0760;SPC SD S     -   261,738.33  1,591,306.31   sFT  0.99995701   -0 58 24.3
 OS0760;UTM  14      - 4,769,208.872   276,458.112   MT  1.00021478   -1 52 26.2
 OS0760
 OS0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0760!SPC SD S     -   0.99983473  x   0.99995701  =   0.99979175
 OS0760!UTM  14      -   0.99983473  x   1.00021478  =   1.00004948
 OS0760
 OS0760:                Primary Azimuth Mark                     Grid Az
 OS0760:SPC SD S     -  MARTIN AZ MK                             196 39 18.3
 OS0760:UTM  14      -  MARTIN AZ MK                             197 33 20.2
 OS0760
 OS0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7645869208(NAD 83)
 OS0760
 OS0760|---------------------------------------------------------------------|
 OS0760| PID    Reference Object                     Distance      Geod. Az  |
 OS0760|                                                           dddmmss.s |
 OS0760| OS0761 MARTIN MUNICIPAL TANK               APPROX.14.8 KM 0040259.1 |
 OS0760| CP9931 MARTIN RM 1                           6.375 METERS 15118     |
 OS0760| NO0496 MERRIMAN MUNICIPAL TANK             APPROX.14.5 KM 1655009.4 |
 OS0760| CP9930 MARTIN AZ MK                                       1954054.0 |
 OS0760| CP9932 MARTIN RM 2                           6.510 METERS 25726     |
 OS0760|---------------------------------------------------------------------|
 OS0760
 OS0760                          SUPERSEDED SURVEY CONTROL
 OS0760
 OS0760  NAD 83(1995)-  43 02 33.61386(N)    101 44 39.80683(W) AD(       ) 1
 OS0760  NAD 83(1986)-  43 02 33.60641(N)    101 44 39.81401(W) AD(       ) 1
 OS0760  NAD 27      -  43 02 33.59900(N)    101 44 38.29100(W) AD(       ) 1
 OS0760
 OS0760.Superseded values are not recommended for survey control.
 OS0760
 OS0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0760.See file dsdata.pdf to determine how the superseded data were derived.
 OS0760
 OS0760_MARKER: DS = TRIANGULATION STATION DISK
 OS0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0760_STAMPING: MARTIN 1936
 OS0760_MARK LOGO: CGS
 OS0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0760+STABILITY: SURFACE MOTION
 OS0760
 OS0760  HISTORY     - Date     Condition        Report By
 OS0760  HISTORY     - 1936     MONUMENTED       CGS
 OS0760  HISTORY     - 1946     SEE DESCRIPTION  CGS
 OS0760
 OS0760                          STATION DESCRIPTION
 OS0760
 OS0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0760'STATION IS 9-1/2 MILES AIRLINE, AND 14.4 MILES BY ROAD SOUTH OF
 OS0760'MARTIN, S. DAK., AND 6 MILES AIRLINE, NORTH OF MERRIMAN, NEBR.,
 OS0760'2-3/4 MILES NORTH OF THE SOUTH DAKOTA-NEBRASKA STATE LINE, 0.2 MILE
 OS0760'WEST OF STATE HIGHWAY 73, 0.2 MILE EAST OF NORTH-SOUTH FENCE LINE,
 OS0760'0.25 MILE SOUTHEAST OF GATE AT JUNCTION OF NORTH-SOUTH AND
 OS0760'EAST-WEST FENCE LINE, AT ABOUT THE CENTER AND AT THE HIGHEST
 OS0760'POINT OF NORTH-SOUTH RIDGE.  THE MARK PROJECTS 6 INCHES.
 OS0760'
 OS0760'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE MARK
 OS0760'PROJECTS 4 INCHES.
 OS0760'
 OS0760'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.  THE
 OS0760'MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 OS0760'IS 33.79 FEET.
 OS0760'
 OS0760'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, 1 FOOT EAST OF
 OS0760'FENCE LINE AT WEST SIDE OF FIELD, 0.25 MILE NORTH OF FENCE CORNER
 OS0760'AT SOUTHWEST CORNER OF FIELD IN WHICH STATION IS LOCATED.  THE
 OS0760'MARK PROJECTS 5 INCHES.
 OS0760'
 OS0760'TO REACH THE STATION FROM THE WATER TANK IN MARTIN, GO SOUTH ON
 OS0760'STATE HIGHWAY 73 FOR 11.2 MILES TO GATE AND OIL-DRUM MAIL BOX
 OS0760'ON WEST SIDE OF ROAD, PASS THROUGH GATE AND FOLLOW FARM ROAD
 OS0760'WEST FOR 2.2 MILES TO FENCE CORNER ON NORTH.  TURN NORTH AND
 OS0760'DRIVE ALONG WEST SIDE OF FENCE LINE (ROUGH COUNTRY NECESSITATES
 OS0760'A LOT OF WINDING AROUND) FOR 0.9 MILE TO GATE IN EAST-WEST
 OS0760'FENCE LINE AT JUNCTION OF EAST-WEST AND NORTH-SOUTH FENCE
 OS0760'LINES.  PASS THROUGH GATE AND SWING BACK SOUTHEAST FOR 0.25 MILE
 OS0760'TO HIGHEST POINT OF RIDGE AND STATION.
 OS0760'
 OS0760'SIGNALS SHOWN FROM THE GROUND AT FRED, WEBER, WIMER, FAIRVIEW,
 OS0760'PAT, SNYDER, MERRIMAN AND JOHNSON ARE VISIBLE FROM THE GROUND.
 OS0760
 OS0760                          STATION RECOVERY (1946)
 OS0760
 OS0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 OS0760'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  REFERENCE MARK
 OS0760'NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE SAND
 OS0760'HAS BLOWN AWAY FROM REFERENCE MARK NO. 2 SO THAT IT NOW PROJECTS
 OS0760'15 INCHES, HOWEVER, IT IS STILL SOLID.  THE STATION MARK HAD
 OS0760'BEEN DESTROYED.  THE SUB-SURFACE MARK WAS APPARENTLY IN ITS
 OS0760'ORIGINAL POSITION.  THE SUB-SURFACE MARK WAS LOWERED AND THE
 OS0760'STATION MARK REPLACED.
 OS0760'
 OS0760'A COMPLETE NEW DESCRIPTION FOLLOWS--
 OS0760'
 OS0760'LOCATED ABOUT 9.5 MILES SOUTH OF MARTIN, SOUTH DAKOTA, 6 MILES
 OS0760'NORTH OF MERRIMAN, NEBRASKA, 2 MILES WEST OF SOUTH DAKOTA STATE
 OS0760'HIGHWAY NO. 73 AND 2.75 MILES NORTH OF THE NEBRASKA-SOUTH DAKOTA
 OS0760'STATE LINE.  ABOUT THE CENTER AND HIGHEST POINT OF A NORTH-SOUTH
 OS0760'RIDGE.  IT IS ABOUT 0.25 MILE EAST OF A NORTH-SOUTH FENCE LINE.
 OS0760'IT IS STAMPED MARTIN 1936, 1946 AND IS FLUSH
 OS0760'WITH THE SURFACE OF THE GROUND.
 OS0760'
 OS0760'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND
 OS0760'ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS STAMPED MARTIN NO 1
 OS0760'1936 AND PROJECTS 4 INCHES.
 OS0760'
 OS0760'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND
 OS0760'ABOUT 2 FEET HIGHER.  IT IS STAMPED MARTIN NO 2 1936 AND PROJECTS
 OS0760'15 INCHES.
 OS0760'
 OS0760'AZIMUTH MARK IS 1 FOOT EAST OF A NORTH-SOUTH FENCE
 OS0760'LINE, 0.45 MILE SOUTH OF A NORTHEAST FENCE CORNER AND 0.25 MILE
 OS0760'NORTH OF A SOUTHEAST FENCE CORNER.  IT IS STAMPED MARTIN 1936
 OS0760'AND PROJECTS 1 FOOT.
 OS0760'
 OS0760'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY NO. 20 AND STATE
 OS0760'HIGHWAY NO. 61 IN MERRIMAN BY GOING NORTH ON STATE HIGHWAY 61
 OS0760'FOR 5.65 MILES TO THE NEBRASKA-SOUTH DAKOTA STATE LINE.
 OS0760'
 OS0760'CONTINUE NORTH ON SOUTH DAKOTA STATE HIGHWAY 73 FOR 2.25 MILES
 OS0760'TO A WIRE GATE ON THE LEFT.  TURN LEFT, WEST, AND GO 1.6 MILE
 OS0760'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.3 MILE TO A
 OS0760'WINDMILL ON THE RIGHT.  HERE TURN LEFT, PICKING UP DIM TRACK ROAD,
 OS0760'AND GO 0.9 MILE TO A NORTH-SOUTH FENCE.  TURN RIGHT, NORTH, AND
 OS0760'FOLLOW FENCE LINE FOR 0.3 MILE TO A FENCE CORNER.  HERE TURN SHARP
 OS0760'RIGHT, SOUTHEAST, FOR 0.25 MILE TO THE HIGHEST POINT OF THE HILL
 OS0760'AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DI0756 ***********************************************************************
 DI0756  DESIGNATION -  MARTIN 35
 DI0756  PID         -  DI0756
 DI0756  STATE/COUNTY-  SD/MINNEHAHA
 DI0756  COUNTRY     -  US
 DI0756  USGS QUAD   -  VALLEY SPRINGS (2017)
 DI0756
 DI0756                         *CURRENT SURVEY CONTROL
 DI0756  ______________________________________________________________________
 DI0756* NAD 83(2011) POSITION- 43 30 01.86019(N) 096 27 12.30515(W)   ADJUSTED
 DI0756* NAD 83(2011) ELLIP HT-   403.500 (meters)        (06/27/12)   ADJUSTED
 DI0756* NAD 83(2011) EPOCH   -  2010.00
 DI0756* NAVD 88 ORTHO HEIGHT -   430.0   (meters)     1411.    (feet) GPS OBS
 DI0756  ______________________________________________________________________
 DI0756  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0756  GEOID HEIGHT    -        -26.452 (meters)                     GEOID03
 DI0756  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 DI0756  NAD 83(2011) X  -   -520,856.614 (meters)                     COMP
 DI0756  NAD 83(2011) Y  - -4,604,781.526 (meters)                     COMP
 DI0756  NAD 83(2011) Z  -  4,368,281.161 (meters)                     COMP
 DI0756  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 DI0756
 DI0756  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0756  Standards:
 DI0756         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0756            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0756  -------------------------------------------------------------------
 DI0756  NETWORK    0.48   0.67           0.22   0.17   0.34      0.01912512
 DI0756  -------------------------------------------------------------------
 DI0756  Click here for local accuracies and other accuracy information.
 DI0756
 DI0756.The horizontal coordinates were established by GPS observations
 DI0756.and adjusted by the National Geodetic Survey in June 2012.
 DI0756
 DI0756.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0756.been affixed to the stable North American tectonic plate. See 
 DI0756.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0756
 DI0756.The horizontal coordinates are valid at the epoch date displayed above
 DI0756.which is a decimal equivalence of Year/Month/Day.
 DI0756
 DI0756.The orthometric height was determined by GPS observations and a
 DI0756.high-resolution geoid model.
 DI0756
 DI0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0756.GEOID18 height accuracy estimate available here.
 DI0756
 DI0756.Click photographs - Photos may exist for this station.
 DI0756
 DI0756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0756
 DI0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0756
 DI0756.The ellipsoidal height was determined by GPS observations
 DI0756.and is referenced to NAD 83.
 DI0756
 DI0756. The following values were computed from the NAD 83(2011) position.
 DI0756
 DI0756;                    North         East     Units Scale Factor Converg.
 DI0756;SPC SD S     -   136,990.871   913,649.311   MT  0.99990898   +2 40 35.6
 DI0756;SPC SD S     -   449,444.22  2,997,531.11   sFT  0.99990898   +2 40 35.6
 DI0756;UTM  14      - 4,819,549.272   705,878.599   MT  1.00012140   +1 45 12.9
 DI0756
 DI0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0756!SPC SD S     -   0.99993673  x   0.99990898  =   0.99984572
 DI0756!UTM  14      -   0.99993673  x   1.00012140  =   1.00005812
 DI0756
 DI0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0587819549(NAD 83)
 DI0756
 DI0756                          SUPERSEDED SURVEY CONTROL
 DI0756
 DI0756  NAD 83(2007)-  43 30 01.86017(N)    096 27 12.30606(W) AD(2002.00) 1
 DI0756  ELLIP H (12/22/10)  403.529  (m)                       GP(2002.00) 4 1
 DI0756  NAD 83(1996)-  43 30 01.85972(N)    096 27 12.30536(W) AD(       ) 1
 DI0756  ELLIP H (06/28/06)  403.567  (m)                       GP(       ) 4 1
 DI0756
 DI0756.Superseded values are not recommended for survey control.
 DI0756
 DI0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0756.See file dsdata.pdf to determine how the superseded data were derived.
 DI0756
 DI0756_MARKER: DD = SURVEY DISK
 DI0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0756_STAMPING: MARTIN 35 2005
 DI0756_MARK LOGO: MN-133
 DI0756_PROJECTION: FLUSH
 DI0756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0756+STABILITY: SURFACE MOTION
 DI0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0756+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2024
 DI0756
 DI0756  HISTORY     - Date     Condition        Report By
 DI0756  HISTORY     - 2005     MONUMENTED       MN-133
 DI0756  HISTORY     - 20080905 POOR             GEOCAC
 DI0756  HISTORY     - 20120725 GOOD             GEOCAC
 DI0756  HISTORY     - 20240526 POOR             INDIV
 DI0756
 DI0756                          STATION DESCRIPTION
 DI0756
 DI0756'DESCRIBED BY ROCK COUNTY MINNESOTA 2005
 DI0756'5.0 MILES WEST AND 2.0 MILES SOUTH OF HILLS, 5.0 MILES WEST ALONG
 DI0756'HIGHWAY 270 FROM JUNCTION OF HIGHWAY 270 AND COUNTY ROAD 6 IN HILLS,
 DI0756'THENCE 2.0 MILES SOUTH ON 10TH AVENUE, 36.0 FEET WEST OF 10TH AVENUE,
 DI0756'51.0 FEET NORTH OF 11TH STREET, 0.8 FEET EAST OF WITNESS POST, MARKED
 DI0756'WITH A WITNESS POST WITH RP ON TOP
 DI0756
 DI0756                          STATION RECOVERY (2008)
 DI0756
 DI0756'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 DI0756'SURFACE OF DISK IS ALMOST COMPLETELY WORN AWAY.
 DI0756
 DI0756                          STATION RECOVERY (2012)
 DI0756
 DI0756'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 DI0756'RECOVERED IN GOOD CONDITION.
 DI0756
 DI0756                          STATION RECOVERY (2024)
 DI0756
 DI0756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (SC)
 DI0756'SURFACE OF DISK DEFACED, NOT READABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0761 ***********************************************************************
 OS0761  DESIGNATION -  MARTIN MUNICIPAL TANK
 OS0761  PID         -  OS0761
 OS0761  STATE/COUNTY-  SD/BENNETT
 OS0761  COUNTRY     -  US
 OS0761  USGS QUAD   -  MARTIN (2017)
 OS0761
 OS0761                         *CURRENT SURVEY CONTROL
 OS0761  ______________________________________________________________________
 OS0761* NAD 83(1996) POSITION- 43 10 31.39923(N) 101 43 53.58782(W)   ADJUSTED
 OS0761  ______________________________________________________________________
 OS0761  GEOID HEIGHT    -        -19.718 (meters)                     GEOID18
 OS0761  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 OS0761  HORZ ORDER      -  THIRD
 OS0761
 OS0761.The horizontal coordinates were established by classical geodetic methods
 OS0761.and adjusted by the National Geodetic Survey in January 1998.
 OS0761
 OS0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0761.GEOID18 height accuracy estimate available here.
 OS0761
 OS0761.Click photographs - Photos may exist for this station.
 OS0761
 OS0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0761
 OS0761. The following values were computed from the NAD 83(1996) position.
 OS0761
 OS0761;                    North         East     Units Scale Factor Converg.
 OS0761;SPC SD S     -    94,501.738   486,325.281   MT  0.99993658   -0 57 52.4
 OS0761;SPC SD S     -   310,044.45  1,595,552.19   sFT  0.99993658   -0 57 52.4
 OS0761;UTM  14      - 4,783,914.270   277,984.511   MT  1.00020639   -1 52 11.2
 OS0761
 OS0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7798483914(NAD 83)
 OS0761
 OS0761                          SUPERSEDED SURVEY CONTROL
 OS0761
 OS0761  NAD 83(1995)-  43 10 31.39926(N)    101 43 53.58773(W) AD(       ) 3
 OS0761  NAD 83(1986)-  43 10 31.39093(N)    101 43 53.59501(W) AD(       ) 3
 OS0761  NAD 27      -  43 10 31.39600(N)    101 43 52.05300(W) AD(       ) 3
 OS0761
 OS0761.Superseded values are not recommended for survey control.
 OS0761
 OS0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0761.See file dsdata.pdf to determine how the superseded data were derived.
 OS0761
 OS0761_MARKER: 53 = ELEVATED TANK
 OS0761
 OS0761  HISTORY     - Date     Condition        Report By
 OS0761  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0761
 OS0761                          STATION DESCRIPTION
 OS0761
 OS0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0761'POINT OBSERVED UPON WAS THE FINIAL ON THE SILVER MUNICIPAL
 OS0761'WATER TANK, LOCATED AT THE EAST EDGE OF TOWN OF U.S. HIGHWAY
 OS0761'18.  TANK IS APPROXIMATELY 147 FEET HIGH.
 OS0761'
 OS0761'OBSERVED UPON FROM TRIANGULATION STATIONS, FAIRVIEW,
 OS0761'JOHNSON, WIMER, MARTIN, PAT, WEBER AND MERRIMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0814 ***********************************************************************
 NN0814  DESIGNATION -  MARTY
 NN0814  PID         -  NN0814
 NN0814  STATE/COUNTY-  SD/CHARLES MIX
 NN0814  COUNTRY     -  US
 NN0814  USGS QUAD   -  MARTY (2017)
 NN0814
 NN0814                         *CURRENT SURVEY CONTROL
 NN0814  ______________________________________________________________________
 NN0814* NAD 83(1996) POSITION- 42 59 38.73398(N) 098 28 22.17865(W)   ADJUSTED
 NN0814* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 NN0814  ______________________________________________________________________
 NN0814  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 NN0814  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 NN0814  HORZ ORDER      -  SECOND
 NN0814
 NN0814.The horizontal coordinates were established by classical geodetic methods
 NN0814.and adjusted by the National Geodetic Survey in January 1998.
 NN0814
 NN0814.The orthometric height was scaled from a topographic map.
 NN0814
 NN0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0814.GEOID18 height accuracy estimate available here.
 NN0814
 NN0814.Click photographs - Photos may exist for this station.
 NN0814
 NN0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0814
 NN0814. The following values were computed from the NAD 83(1996) position.
 NN0814
 NN0814;                    North         East     Units Scale Factor Converg.
 NN0814;SPC SD S     -    75,104.132   751,704.112   MT  0.99996581   +1 17 00.5
 NN0814;SPC SD S     -   246,404.14  2,466,215.91   sFT  0.99996581   +1 17 00.5
 NN0814;UTM  14      - 4,760,293.624   542,973.129   MT  0.99962272   +0 21 34.2
 NN0814
 NN0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0814!SPC SD S     -   0.99993051  x   0.99996581  =   0.99989632
 NN0814!UTM  14      -   0.99993051  x   0.99962272  =   0.99955326
 NN0814
 NN0814:                Primary Azimuth Mark                     Grid Az
 NN0814:SPC SD S     -  MARTY AZ MK                              115 57 21.0
 NN0814:UTM  14      -  MARTY AZ MK                              116 52 47.3
 NN0814
 NN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4297360293(NAD 83)
 NN0814
 NN0814|---------------------------------------------------------------------|
 NN0814| PID    Reference Object                     Distance      Geod. Az  |
 NN0814|                                                           dddmmss.s |
 NN0814| CO4030 MARTY RM 2                            9.472 METERS 00428     |
 NN0814| NN0813 MARTY ST PAULS CATH CHURCH          APPROX. 3.8 KM 0920425.7 |
 NN0814| CO4028 MARTY AZ MK                                        1171421.5 |
 NN0814| CO4029 MARTY RM 1                           10.285 METERS 12340     |
 NN0814| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX. 8.0 KM 3502002.7 |
 NN0814|---------------------------------------------------------------------|
 NN0814
 NN0814                          SUPERSEDED SURVEY CONTROL
 NN0814
 NN0814  NAD 83(1995)-  42 59 38.73398(N)    098 28 22.17859(W) AD(       ) 2
 NN0814  NAD 83(1986)-  42 59 38.74459(N)    098 28 22.18522(W) AD(       ) 2
 NN0814  NAD 27      -  42 59 38.76100(N)    098 28 20.89100(W) AD(       ) 2
 NN0814
 NN0814.Superseded values are not recommended for survey control.
 NN0814
 NN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0814.See file dsdata.pdf to determine how the superseded data were derived.
 NN0814
 NN0814_MARKER: DS = TRIANGULATION STATION DISK
 NN0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0814_STAMPING: MARTY 1948
 NN0814_MARK LOGO: CGS
 NN0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0814+STABILITY: SURFACE MOTION
 NN0814
 NN0814  HISTORY     - Date     Condition        Report By
 NN0814  HISTORY     - 1948     MONUMENTED       CGS
 NN0814
 NN0814                          STATION DESCRIPTION
 NN0814
 NN0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0814'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 2-3/4 MILES
 NN0814'WEST OF RAVINIA, 2-1/2 MILES WEST OF MARTY MISSION, AT THE EDGE
 NN0814'OF THE RIVER BLUFFS, IN THE SOUTHWEST 1/4 OF SEC. 36, T. 95 N.,
 NN0814'R. 65 W., ON LAND OWNED BY MR. FRANK SELL.  IT IS 15 FEET NORTH
 NN0814'OF THE BEGINNING OF A STEEP SLOPE TO THE SOUTH, 10 FEET SOUTHEAST
 NN0814'OF THE HIGHEST PART OF THE HILL.  THE MARK PROJECTS 2 INCHES
 NN0814'AND THE DISC IS STAMPED MARTY 1948.
 NN0814'
 NN0814'REFERENCE MARK NO. 1 IS 33.75 FEET NORTHWEST OF THE STATION.
 NN0814'IT IS ON THE NORTHERLY EXTENSION OF THE RIDGE ABOUT 15 FEET
 NN0814'NORTHWEST OF THE HIGHEST PART OF THE HILL.  THE MARK PROJECTS
 NN0814'3 INCHES AND THE DISC IS STAMPED MARTY NO 1 1948.
 NN0814'
 NN0814'REFERENCE MARK NO. 2 IS 31.08 FEET SOUTHEAST OF THE STATION.
 NN0814'IT IS ON THE EASTERLY EXTENSION OF THE RIDGE ABOUT 4 FEET
 NN0814'NORTH OF THE SOUTH EDGE OF THE HILL.  THE MARK PROJECTS 3 INCHES
 NN0814'AND THE DISC IS STAMPED MARTY NO 2 1948.
 NN0814'
 NN0814'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF THE STATION
 NN0814'IN THE FENCELINE.  IT IS ABOUT 150 FEET EAST OF THE WEST EDGE
 NN0814'OF A STEEP SLOPE, 4 FEET SOUTH OF A WHITE WITNESS POST.  THE
 NN0814'MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED MARTY 1948.
 NN0814'
 NN0814'TO REACH FROM THE INTERSECTION OF THE MAIN STREET THROUGH
 NN0814'VILLAGE OF RAVINIA AND STATE HIGHWAY 50 GO SOUTH ON GRAVEL ROAD
 NN0814'FOR 10.1 MILES TO A T-INTERSECTION JUST NORTH OF STONE CHURCH
 NN0814'WITH TALL SPIRE (MARTY MISSION).  TURN RIGHT AND GO WEST 1.75
 NN0814'MILES TO POINT WHERE ROADS TURN NORTH.  CONTINUE NORTH FOR
 NN0814'0.15 MILE.  THENCE WEST ON PRIVATE ROAD 0.1 MILE TO POINT ABOUT
 NN0814'40 YARDS EAST OF FARMHOUSE. MR. SELL KNOWS THE EXACT LOCATION
 NN0814'OF STATION AND CAN DIRECT ANYONE TO THE POINT.  TURN LEFT AND
 NN0814'GO SOUTH ON FIELD ROAD 0.2 MILE.  THENCE WEST 0.3 MILE TO END
 NN0814'OF TRUCK TRAVEL AT FENCE.  (AZIMUTH MARK IN FENCE LINE AT
 NN0814'THIS POINT AS DESCRIBED) STATION IS ABOUT 0.4 MILE
 NN0814'WEST-NORTHWEST ON FIRST HIGH HILL WEST OF A NORTH-SOUTH
 NN0814'FENCELINE.  PACK SOUTHWESTERLY AND NORTHWESTERLY
 NN0814'ALONG RIDGE ABOUT 0.4 MILE TO STATION AS DESCRIBED.
 NN0814'
 NN0814'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0444 ***********************************************************************
 QT0444  DESIGNATION -  MARTY
 QT0444  PID         -  QT0444
 QT0444  STATE/COUNTY-  SD/PERKINS
 QT0444  COUNTRY     -  US
 QT0444  USGS QUAD   -  SORUM SW (2017)
 QT0444
 QT0444                         *CURRENT SURVEY CONTROL
 QT0444  ______________________________________________________________________
 QT0444* NAD 83(1996) POSITION- 45 17 06.02039(N) 102 56 31.16882(W)   ADJUSTED
 QT0444* NAVD 88 ORTHO HEIGHT -   930.    (meters)     3051.    (feet) SCALED
 QT0444  ______________________________________________________________________
 QT0444  GEOID HEIGHT    -        -17.213 (meters)                     GEOID18
 QT0444  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC18
 QT0444  HORZ ORDER      -  SECOND
 QT0444
 QT0444.The horizontal coordinates were established by classical geodetic methods
 QT0444.and adjusted by the National Geodetic Survey in January 1998.
 QT0444
 QT0444.The orthometric height was scaled from a topographic map.
 QT0444
 QT0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0444.GEOID18 height accuracy estimate available here.
 QT0444
 QT0444.Click photographs - Photos may exist for this station.
 QT0444
 QT0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0444
 QT0444. The following values were computed from the NAD 83(1996) position.
 QT0444
 QT0444;                    North         East     Units Scale Factor Converg.
 QT0444;SPC SD N     -   165,508.043   369,249.105   MT  0.99994742   -2 04 55.8
 QT0444;SPC SD N     -   543,004.30  1,211,444.77   sFT  0.99994742   -2 04 55.8
 QT0444;UTM  13      - 5,016,671.940   661,396.118   MT  0.99992029   +1 27 46.0
 QT0444
 QT0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0444!SPC SD N     -   0.99985684  x   0.99994742  =   0.99980427
 QT0444!UTM  13      -   0.99985684  x   0.99992029  =   0.99977714
 QT0444
 QT0444:                Primary Azimuth Mark                     Grid Az
 QT0444:SPC SD N     -  MARTY AZ MK                              088 04 28.8
 QT0444:UTM  13      -  MARTY AZ MK                              084 31 47.0
 QT0444
 QT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6139616671(NAD 83)
 QT0444
 QT0444|---------------------------------------------------------------------|
 QT0444| PID    Reference Object                     Distance      Geod. Az  |
 QT0444|                                                           dddmmss.s |
 QT0444| CQ8553 MARTY AZ MK                                        0855933.0 |
 QT0444| CQ8554 MARTY RM 1                           12.049 METERS 13728     |
 QT0444| CQ8555 MARTY RM 2                           11.076 METERS 21913     |
 QT0444|---------------------------------------------------------------------|
 QT0444
 QT0444                          SUPERSEDED SURVEY CONTROL
 QT0444
 QT0444  NAD 83(1993)-  45 17 06.01214(N)    102 56 31.16662(W) AD(       ) 2
 QT0444  NAD 83(1986)-  45 17 06.01040(N)    102 56 31.16620(W) AD(       ) 2
 QT0444  NAD 27      -  45 17 06.05100(N)    102 56 29.56000(W) AD(       ) 2
 QT0444
 QT0444.Superseded values are not recommended for survey control.
 QT0444
 QT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0444.See file dsdata.pdf to determine how the superseded data were derived.
 QT0444
 QT0444_MARKER: DS = TRIANGULATION STATION DISK
 QT0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0444_STAMPING: MARTY 1952
 QT0444_MARK LOGO: CGS
 QT0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0444+STABILITY: SURFACE MOTION
 QT0444
 QT0444  HISTORY     - Date     Condition        Report By
 QT0444  HISTORY     - 1952     MONUMENTED       CGS
 QT0444  HISTORY     - 1973     GOOD             USGS
 QT0444
 QT0444                          STATION DESCRIPTION
 QT0444
 QT0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0444'THE STATION IS IN SECTION 7, T 15 N, R 10 E, ABOUT 15 MILES SOUTH
 QT0444'AND 6-3/4 MILES WEST OF STROOL, 6-1/2 MILES NORTH AND 1-1/4 MILES
 QT0444'WEST OF ZEONA, 3/4 MILE EAST OF THE PERKINS-HARDING COUNTY LINE,
 QT0444'20 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 15 FEET
 QT0444'WEST-SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QT0444'
 QT0444'TO REACH THE STATION FROM A CROSSROAD AT THE SOUTHEAST EDGE OF
 QT0444'TOWN OF STROOL, GO WEST ON A GRAVELED ROAD FOR 4 MILES TO A SIDE
 QT0444'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH AND WEST ON THE MAIN
 QT0444'GRADED DIRT ROAD FOR 4.4 MILES TO A SIDE ROAD ON THE LEFT, TURN
 QT0444'LEFT (SOUTH) AND GO FOR 4.75 MILES TO A SIDE ROAD ON THE LEFT,
 QT0444'CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 5.2 MILES TO A POINT
 QT0444'WHERE THE ROAD TURNS TO THE EAST, GO EAST ON THE HIGHWAY FOR
 QT0444'1 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (SOUTH) AND GO
 QT0444'FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT AND SIGN MARTY
 QT0444'RANCH, TURN LEFT (WEST) CROSS A CATTLE GUARD, AND FOLLOW THE
 QT0444'MAIN GRADED DIRT ROAD FOR 1.8 MILES TO THE AZIMUTH MARK
 QT0444'ON THE RIGHT, CONTINUE WESTERLY ON THE ROAD FOR 0.3 MILE TO THE
 QT0444'STATION MARK ON THE LEFT.
 QT0444'
 QT0444'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0444'MARTY 1952.
 QT0444'
 QT0444'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 QT0444'DISK IS STAMPED MARTY NO 1 1952.
 QT0444'
 QT0444'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTER OF THE GRADED
 QT0444'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0444'MARTY NO 2 1952.
 QT0444'
 QT0444'THE AZIMUTH MARK IS 30 FEET NORTH OF THE GRADED ROAD, 3.5 FEET
 QT0444'WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH OF
 QT0444'A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0444'MARTY 1952.
 QT0444'
 QT0444'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0444
 QT0444                          STATION RECOVERY (1973)
 QT0444
 QT0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 QT0444'TO REACH THE STATION FROM THE POST OFFICE IN ZEONA, SOUTH DAKOTA,
 QT0444'GO NORTH ON GRAVEL RD. FOR 6.7 MI TO A T-RD W.  TURN LEFT AND
 QT0444'GO WEST ON GRAVEL RD. FOR 2.1 MI TO A RD. AT CREST AND STATION
 QT0444'JUST ON LEFT EDGE OF BLADED RD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0813 ***********************************************************************
 NN0813  DESIGNATION -  MARTY ST PAULS CATH CHURCH
 NN0813  PID         -  NN0813
 NN0813  STATE/COUNTY-  SD/CHARLES MIX
 NN0813  COUNTRY     -  US
 NN0813  USGS QUAD   -  MARTY (2017)
 NN0813
 NN0813                         *CURRENT SURVEY CONTROL
 NN0813  ______________________________________________________________________
 NN0813* NAD 83(1996) POSITION- 42 59 34.29712(N) 098 25 36.53762(W)   ADJUSTED
 NN0813  ______________________________________________________________________
 NN0813  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 NN0813  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 NN0813  HORZ ORDER      -  THIRD
 NN0813
 NN0813.The horizontal coordinates were established by classical geodetic methods
 NN0813.and adjusted by the National Geodetic Survey in January 1998.
 NN0813
 NN0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0813.GEOID18 height accuracy estimate available here.
 NN0813
 NN0813.Click photographs - Photos may exist for this station.
 NN0813
 NN0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0813
 NN0813. The following values were computed from the NAD 83(1996) position.
 NN0813
 NN0813;                    North         East     Units Scale Factor Converg.
 NN0813;SPC SD S     -    75,052.336   755,458.334   MT  0.99996605   +1 18 54.8
 NN0813;SPC SD S     -   246,234.21  2,478,532.88   sFT  0.99996605   +1 18 54.8
 NN0813;UTM  14      - 4,760,181.322   546,724.747   MT  0.99962686   +0 23 27.1
 NN0813
 NN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4672460181(NAD 83)
 NN0813
 NN0813                          SUPERSEDED SURVEY CONTROL
 NN0813
 NN0813  NAD 83(1995)-  42 59 34.29711(N)    098 25 36.53759(W) AD(       ) 3
 NN0813  NAD 83(1986)-  42 59 34.30832(N)    098 25 36.54361(W) AD(       ) 3
 NN0813  NAD 27      -  42 59 34.32600(N)    098 25 35.25900(W) AD(       ) 3
 NN0813
 NN0813.Superseded values are not recommended for survey control.
 NN0813
 NN0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0813.See file dsdata.pdf to determine how the superseded data were derived.
 NN0813
 NN0813_MARKER: 90 = CHURCH SPIRE
 NN0813
 NN0813  HISTORY     - Date     Condition        Report By
 NN0813  HISTORY     - 1948     FIRST OBSERVED   CGS
 NN0813
 NN0813                          STATION DESCRIPTION
 NN0813
 NN0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0813'STATION IS LOCATED AT ST. PAULS INDIAN MISSION IN MARTY.
 NN0813'STATION IS OF CONCRETE BLOCKS, 150 FEET LONG, 70 FEET WIDE
 NN0813'AND 170 FEET HIGH.  THE STEEPLE IS ON THE EAST END OF THE
 NN0813'CHURCH.
 NN0813'
 NN0813'POINT INTERSECTED WAS THE STEEPLE ATOP THE CHURCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0811 ***********************************************************************
 NN0811  DESIGNATION -  MARTY ST PAULS MISSION PWR STK
 NN0811  PID         -  NN0811
 NN0811  STATE/COUNTY-  SD/CHARLES MIX
 NN0811  COUNTRY     -  US
 NN0811  USGS QUAD   -  MARTY (2017)
 NN0811
 NN0811                         *CURRENT SURVEY CONTROL
 NN0811  ______________________________________________________________________
 NN0811* NAD 83(1996) POSITION- 42 59 30.52033(N) 098 25 41.10574(W)   ADJUSTED
 NN0811  ______________________________________________________________________
 NN0811  GEOID HEIGHT    -        -26.164 (meters)                     GEOID18
 NN0811  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 NN0811  HORZ ORDER      -  THIRD
 NN0811
 NN0811.The horizontal coordinates were established by classical geodetic methods
 NN0811.and adjusted by the National Geodetic Survey in January 1998.
 NN0811
 NN0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0811.GEOID18 height accuracy estimate available here.
 NN0811
 NN0811.Click photographs - Photos may exist for this station.
 NN0811
 NN0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0811
 NN0811. The following values were computed from the NAD 83(1996) position.
 NN0811
 NN0811;                    North         East     Units Scale Factor Converg.
 NN0811;SPC SD S     -    74,933.448   755,357.557   MT  0.99996625   +1 18 51.6
 NN0811;SPC SD S     -   245,844.15  2,478,202.25   sFT  0.99996625   +1 18 51.6
 NN0811;UTM  14      - 4,760,064.115   546,622.100   MT  0.99962674   +0 23 24.0
 NN0811
 NN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4662260064(NAD 83)
 NN0811
 NN0811                          SUPERSEDED SURVEY CONTROL
 NN0811
 NN0811  NAD 83(1995)-  42 59 30.52033(N)    098 25 41.10569(W) AD(       ) 3
 NN0811  NAD 83(1986)-  42 59 30.53157(N)    098 25 41.11179(W) AD(       ) 3
 NN0811  NAD 27      -  42 59 30.54900(N)    098 25 39.82300(W) AD(       ) 3
 NN0811
 NN0811.Superseded values are not recommended for survey control.
 NN0811
 NN0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0811.See file dsdata.pdf to determine how the superseded data were derived.
 NN0811
 NN0811_MARKER: 63 = STACK
 NN0811
 NN0811  HISTORY     - Date     Condition        Report By
 NN0811  HISTORY     - 1948     FIRST OBSERVED   CGS
 NN0811
 NN0811                          STATION DESCRIPTION
 NN0811
 NN0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0811'STATION IS LOCATED AT ST. PAULS INDIAN MISSION IN MARTY.
 NN0811'STATION IS ON THE WEST END OF POWER PLANT, IS MADE OF RED
 NN0811'BRICK, IS 100 FEET HIGH AND ABOUT 6 FEET IN DIAMETER AT TOP.
 NN0811'
 NN0811'POINT INTERSECTED WAS THE CENTER OF STACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0812 ***********************************************************************
 NN0812  DESIGNATION -  MARTY ST PAULS MISSION TANK
 NN0812  PID         -  NN0812
 NN0812  STATE/COUNTY-  SD/CHARLES MIX
 NN0812  COUNTRY     -  US
 NN0812  USGS QUAD   -  MARTY (2017)
 NN0812
 NN0812                         *CURRENT SURVEY CONTROL
 NN0812  ______________________________________________________________________
 NN0812* NAD 83(1996) POSITION- 42 59 32.24195(N) 098 25 38.24730(W)   ADJUSTED
 NN0812  ______________________________________________________________________
 NN0812  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 NN0812  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 NN0812  HORZ ORDER      -  THIRD
 NN0812
 NN0812.The horizontal coordinates were established by classical geodetic methods
 NN0812.and adjusted by the National Geodetic Survey in January 1998.
 NN0812
 NN0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0812.GEOID18 height accuracy estimate available here.
 NN0812
 NN0812.Click photographs - Photos may exist for this station.
 NN0812
 NN0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0812
 NN0812. The following values were computed from the NAD 83(1996) position.
 NN0812
 NN0812;                    North         East     Units Scale Factor Converg.
 NN0812;SPC SD S     -    74,988.045   755,421.072   MT  0.99996616   +1 18 53.6
 NN0812;SPC SD S     -   246,023.28  2,478,410.63   sFT  0.99996616   +1 18 53.6
 NN0812;UTM  14      - 4,760,117.662   546,686.466   MT  0.99962681   +0 23 25.9
 NN0812
 NN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4668660117(NAD 83)
 NN0812
 NN0812                          SUPERSEDED SURVEY CONTROL
 NN0812
 NN0812  NAD 83(1995)-  42 59 32.24194(N)    098 25 38.24726(W) AD(       ) 3
 NN0812  NAD 83(1986)-  42 59 32.25321(N)    098 25 38.25331(W) AD(       ) 3
 NN0812  NAD 27      -  42 59 32.27000(N)    098 25 36.96900(W) AD(       ) 3
 NN0812
 NN0812.Superseded values are not recommended for survey control.
 NN0812
 NN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0812.See file dsdata.pdf to determine how the superseded data were derived.
 NN0812
 NN0812_MARKER: 53 = ELEVATED TANK
 NN0812
 NN0812  HISTORY     - Date     Condition        Report By
 NN0812  HISTORY     - 1948     FIRST OBSERVED   CGS
 NN0812
 NN0812                          STATION DESCRIPTION
 NN0812
 NN0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0812'STATION IS LOCATED AT ST. PAULS INDIAN MISSION IN MARTY.
 NN0812'STATION IS 90 FEET HIGH AND 30 FEET SQUARE AT BASE.  IT IS
 NN0812'SUPPORTED ON FOUR STEEL LEGS.  STATION IS SILVER IN COLOR
 NN0812'WITH THE NAME MARTY IN LARGE BLACK LETTERS.
 NN0812'
 NN0812'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1068 ***********************************************************************
 PU1068  DESIGNATION -  MARY
 PU1068  PID         -  PU1068
 PU1068  STATE/COUNTY-  SD/BUTTE
 PU1068  COUNTRY     -  US
 PU1068  USGS QUAD   -  NEWELL LAKE (2017)
 PU1068
 PU1068                         *CURRENT SURVEY CONTROL
 PU1068  ______________________________________________________________________
 PU1068* NAD 83(1986) POSITION- 44 47 25.     (N) 103 25 30.     (W)   SCALED
 PU1068* NAVD 88 ORTHO HEIGHT -   900.515 (meters)     2954.44  (feet) ADJUSTED
 PU1068  ______________________________________________________________________
 PU1068  GEOID HEIGHT    -        -16.391 (meters)                     GEOID18
 PU1068  DYNAMIC HEIGHT  -        900.290 (meters)     2953.70  (feet) COMP
 PU1068  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 PU1068
 PU1068  VERT ORDER      -  SECOND    CLASS 0
 PU1068
 PU1068.The horizontal coordinates were scaled from a map and have
 PU1068.an estimated accuracy of +/- 6 seconds.
 PU1068
 PU1068.The orthometric height was determined by differential leveling and
 PU1068.adjusted by the NATIONAL GEODETIC SURVEY
 PU1068.in June 1991.
 PU1068
 PU1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1068.GEOID18 height accuracy estimate available here.
 PU1068
 PU1068.Click photographs - Photos may exist for this station.
 PU1068
 PU1068.The dynamic height is computed by dividing the NAVD 88
 PU1068.geopotential number by the normal gravity value computed on the
 PU1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1068.degrees latitude (g = 980.6199 gals.).
 PU1068
 PU1068.The modeled gravity was interpolated from observed gravity values.
 PU1068
 PU1068;                    North         East    Units  Estimated Accuracy
 PU1068;SPC SD N     -   112,070.      329,060.      MT  (+/- 180 meters Scaled)
 PU1068
 PU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK245608(NAD 83)
 PU1068
 PU1068                          SUPERSEDED SURVEY CONTROL
 PU1068
 PU1068  NGVD 29 (??/??/92)  900.039  (m)         2952.88   (f) ADJ UNCH    2 0
 PU1068
 PU1068.Superseded values are not recommended for survey control.
 PU1068
 PU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1068.See file dsdata.pdf to determine how the superseded data were derived.
 PU1068
 PU1068_MARKER: DS = TRIANGULATION STATION DISK
 PU1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1068_STAMPING: MARY 1962
 PU1068_MARK LOGO: CGS
 PU1068_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1068+STABILITY: SURFACE MOTION
 PU1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1068+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1068
 PU1068  HISTORY     - Date     Condition        Report By
 PU1068  HISTORY     - 1962     MONUMENTED       CGS
 PU1068  HISTORY     - 1963     GOOD             CGS
 PU1068  HISTORY     - 20201022 GOOD             SDDT
 PU1068
 PU1068                          STATION DESCRIPTION
 PU1068
 PU1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1068'5.2 MI N FROM NEWELL.
 PU1068'ABOUT 5.15 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1068'SCHOOL AT NEWELL, 0.1 MILE SOUTH OF A T-JUNCTION OF A ROAD
 PU1068'LEADING WEST, 104.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1068'68.0 FEET NORTHEAST OF R.M. 2, 54.0 FEET SOUTH OF R.M. 1, 3.5
 PU1068'FEET SOUTH OF A POWER POLE, 4.6 FEET EAST OF A NORTH-SOUTH FENCE,
 PU1068'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1068'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 PU1068
 PU1068                          STATION RECOVERY (2020)
 PU1068
 PU1068'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0423 ***********************************************************************
 QT0423  DESIGNATION -  MARY
 QT0423  PID         -  QT0423
 QT0423  STATE/COUNTY-  SD/PERKINS
 QT0423  COUNTRY     -  US
 QT0423  USGS QUAD   -  DEEP CREEK NW (2018)
 QT0423
 QT0423                         *CURRENT SURVEY CONTROL
 QT0423  ______________________________________________________________________
 QT0423* NAD 83(1996) POSITION- 45 14 12.23106(N) 102 28 26.87362(W)   ADJUSTED
 QT0423* NAVD 88 ORTHO HEIGHT -   875.58  (+/-2cm)     2872.6   (feet) VERTCON3
 QT0423  ______________________________________________________________________
 QT0423  GEOID HEIGHT    -        -18.257 (meters)                     GEOID18
 QT0423  LAPLACE CORR    -         -6.75  (seconds)                    DEFLEC18
 QT0423  HORZ ORDER      -  FIRST
 QT0423  VERT ORDER      -  THIRD ? (See Below)
 QT0423
 QT0423.The horizontal coordinates were established by classical geodetic methods
 QT0423.and adjusted by the National Geodetic Survey in January 1998.
 QT0423
 QT0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0423
 QT0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0423.GEOID18 height accuracy estimate available here.
 QT0423
 QT0423.The vertical order pertains to the NGVD 29 superseded value.
 QT0423
 QT0423.Click photographs - Photos may exist for this station.
 QT0423
 QT0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0423
 QT0423. The following values were computed from the NAD 83(1996) position.
 QT0423
 QT0423;                    North         East     Units Scale Factor Converg.
 QT0423;SPC SD N     -   158,918.174   405,768.583   MT  0.99994434   -1 45 03.7
 QT0423;SPC SD N     -   521,384.04  1,331,259.09   sFT  0.99994434   -1 45 03.7
 QT0423;UTM  13      - 5,012,352.557   698,255.147   MT  1.00008330   +1 47 38.4
 QT0423
 QT0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0423!SPC SD N     -   0.99986560  x   0.99994434  =   0.99980995
 QT0423!UTM  13      -   0.99986560  x   1.00008330  =   0.99994889
 QT0423
 QT0423:                Primary Azimuth Mark                     Grid Az
 QT0423:SPC SD N     -  MARY AZ MK                               269 34 01.7
 QT0423:UTM  13      -  MARY AZ MK                               266 01 19.6
 QT0423
 QT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9825512352(NAD 83)
 QT0423
 QT0423|---------------------------------------------------------------------|
 QT0423| PID    Reference Object                     Distance      Geod. Az  |
 QT0423|                                                           dddmmss.s |
 QT0423| CQ8557 MARY RM 1                             8.126 METERS 17814     |
 QT0423| CQ8556 MARY AZ MK                                         2674858.0 |
 QT0423| CQ8558 MARY RM 2                             8.388 METERS 28709     |
 QT0423|---------------------------------------------------------------------|
 QT0423
 QT0423                          SUPERSEDED SURVEY CONTROL
 QT0423
 QT0423  NAD 83(1993)-  45 14 12.22236(N)    102 28 26.87180(W) AD(       ) 1
 QT0423  NAD 83(1986)-  45 14 12.22186(N)    102 28 26.87154(W) AD(       ) 1
 QT0423  NAD 27      -  45 14 12.28200(N)    102 28 25.30700(W) AD(       ) 1
 QT0423  NGVD 29             875.14   (m)         2871.2    (f) LEVELING    3  
 QT0423
 QT0423.Superseded values are not recommended for survey control.
 QT0423
 QT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0423.See file dsdata.pdf to determine how the superseded data were derived.
 QT0423
 QT0423_MARKER: DS = TRIANGULATION STATION DISK
 QT0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0423_STAMPING: MARY 1938
 QT0423_MARK LOGO: CGS
 QT0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0423+STABILITY: SURFACE MOTION
 QT0423
 QT0423  HISTORY     - Date     Condition        Report By
 QT0423  HISTORY     - 1938     MONUMENTED       CGS
 QT0423  HISTORY     - 1948     GOOD             USGS
 QT0423  HISTORY     - 1951     GOOD             CGS
 QT0423  HISTORY     - 1952     GOOD             CGS
 QT0423  HISTORY     - 1954     GOOD             CGS
 QT0423
 QT0423                          STATION DESCRIPTION
 QT0423
 QT0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0423'STATION IS LOCATED ON A HIGH HILL, KNOWN AS MARYS HILL, IN
 QT0423'THE NE 1/4 SECTION 25.  THE STATION IS ABOUT 7 MILES AIRLINE NE
 QT0423'OF BIXBY.  ABOUT 26 MILES AIRLINE NE OF FAITH, AND ABOUT 25
 QT0423'MILES AIRLINE SE OF STROOL.  IT IS IN THE NORTHWESTERN PART
 QT0423'OF SOUTH DAKOTA, IN THE SOUTHERN PART OF PERKINS COUNTY.
 QT0423'
 QT0423'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0423'BRONZE DISKS SET IN CONCRETE.
 QT0423'
 QT0423'THE STATION IS REACHED BY GOING E ON MAIN ROAD FROM BIXBY
 QT0423'0.2 MILE TO A FORK JUST AFTER CROSSING BRIDGE.  TAKE LEFT
 QT0423'FORK N AND GO 1.75 MILES TO ANOTHER FORK.  TAKE RIGHT FORK AND
 QT0423'GO 6.4 MILES TO A CATTLE GUARD ON RIGHT, GO THROUGH CATTLE
 QT0423'GUARD, E, 1.1 MILES TO A T-ROAD JUNCTION ABOUT 1/4 MILE S OF
 QT0423'RANCH HOUSE.  GO E ALONG FENCE LINE FOR 0.25 MILE TO A GATE
 QT0423'AND AZIMUTH MARK ON N.  GO THROUGH GATE AND CONTINUE E ACROSS
 QT0423'FIELD 0.75 MILE TO TOP OF PROMINENT KNOLL AND STATION.
 QT0423
 QT0423                          STATION RECOVERY (1948)
 QT0423
 QT0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QT0423'STATION RECOVERED IN GOOD CONDITION.  TO REACH FROM BIXBY GO
 QT0423'E 0.2 MILE TO MOREAU RIVER BRIDGE, THENCE N 7.5 MILES TO
 QT0423'WIRE GATE ON EAST SIDE OF ROAD, ENTER GATE AND CONTINUE E
 QT0423'ALONG FENCE FOR 1.4 MILES TO WIRE GATE AND AZIMUTH MARK,
 QT0423'CONTINUE NW ALONG TRACK ROAD FOR 0.6 MILE TO FENCE CORNER
 QT0423'AND ELECTRIC GATE, ENTER GATE AND GO SE FOR 0.25 MILE TO
 QT0423'SUMMIT OF HILL AND STATION SITE.
 QT0423
 QT0423                          STATION RECOVERY (1951)
 QT0423
 QT0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0423'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  DUE TO
 QT0423'ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION IS NECESSARY.
 QT0423'DESCRIPTION FOLLOWS--
 QT0423'
 QT0423'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF BIXBY,
 QT0423'ON THE HIGHEST POINT AND NEAR THE SOUTHEAST EDGE OF A SHORT,
 QT0423'PROMINENT NORTH-SOUTH RIDGE LOCALLY KNOWN AS MARYS HILL.
 QT0423'
 QT0423'TO REACH THE STATION FROM THE BRIDGE ACROSS THE MOREAU RIVER
 QT0423'AT BIXBY, GO NORTHEAST AND NORTH FOR 1.95 MILES TO A FORK.
 QT0423'THEN RIGHT, NORTH AND EAST FOR 7.6 MILES TO A GATE ON THE
 QT0423'RIGHT AT THE CREST OF A RIDGE.  THEN RIGHT, EAST, THROUGH
 QT0423'THE GATE THEN BEAR SOUTHEAST AND EAST ON A DIM TRACK ROAD
 QT0423'FOR 1.15 MILES TO A FORK (ABOUT 0.25 MILE SOUTH OF A RANCH
 QT0423'HOUSE).  THEN RIGHT, EASTERLY, FOR 0.35 MILE TO A GATE AND
 QT0423'THE AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE GATE,
 QT0423'CONTINUE EASTERLY ON A FIRE LANE FOR 0.6 MILE TO A GATE IN AN
 QT0423'ELECTRIC FENCE ON THE RIGHT.  PASS THROUGH THE GATE, GO
 QT0423'SOUTHEASTERLY FOR 0.15 MILE TO THE CREST OF THE RIDGE AND
 QT0423'THE STATION AS DESCRIBED.
 QT0423'
 QT0423'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0423'MARY 1938.
 QT0423'
 QT0423'REFERENCE MARK NO. 1 IS NEAR THE SOUTH EDGE OF THE RIDGE.
 QT0423'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED MARY NO 1 1938.
 QT0423'
 QT0423'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF THE RIDGE.
 QT0423'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED MARY NO 2 1938.
 QT0423'
 QT0423'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF A FIRE LANE,
 QT0423'20 FEET NORTH OF A FENCE CORNER, AND 3 FEET WEST OF A WIRE
 QT0423'FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED MARY
 QT0423'1938.
 QT0423'
 QT0423'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0423'SQUARE CONCRETE POSTS.
 QT0423
 QT0423                          STATION RECOVERY (1952)
 QT0423
 QT0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0423'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QT0423'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 QT0423'
 QT0423'THE STATION IS ON A HIGH HILL, KNOWN AS MARYS HILL, ABOUT
 QT0423'26 MILES NORTHEAST OF FAITH, 25 MILES SOUTHEAST OF STROOL,
 QT0423'AND 9 MILES NORTHEAST OF THE SMALL SETTLEMENT OF BIXBY.
 QT0423'
 QT0423'TO REACH THE STATION FROM THE MOREAU RIVER BRIDGE, 1/4 MILE
 QT0423'SOUTHEAST OF BIXBY, GO NORTHEAST AND NORTH ON THE MAIN ROAD
 QT0423'FOR 1.95 MILES TO A Y-JUNCTION, CONTINUE STRAIGHT AHEAD ON
 QT0423'THE RIGHT ROAD FOR 7.6 MILES TO A TRACK ROAD ON THE RIGHT,
 QT0423'(THIS IS 0.7 MILE SOUTH FROM WHERE THE MAIN ROAD TURNS FROM
 QT0423'NORTH TO EAST) TURN SHARP RIGHT (SOUTHEAST) GO THROUGH GATE
 QT0423'AND CONTINUE ON THE TRACK ROAD FOR 1.15 MILES TO A Y-JUNCTION,
 QT0423'CONTINUE STRAIGHT AHEAD ON A DIM TRACK ROAD FOR 0.35 MILE TO
 QT0423'A GATE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 QT0423'CONTINUE EASTERLY ON A FIRE BRAKE LANE FOR 0.6 MILE TO AN
 QT0423'OPENING IN A ELECTRIC FENCE ON THE RIGHT, TURN RIGHT
 QT0423'THROUGH OPENING AND GO SOUTHEAST FOR 0.15 MILE TO THE TOP
 QT0423'OF HILL AND STATION.
 QT0423'
 QT0423'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0423'MARY 1938.
 QT0423'
 QT0423'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0423'MARY NO 1 1938.
 QT0423'
 QT0423'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0423'MARY NO 2 1938.
 QT0423'
 QT0423'THE AZIMUTH MARK IS 20 FEET NORTH-NORTHEAST OF A FOUR-WAY
 QT0423'FENCE CORNER, 4 FEET EAST OF A WIRE FENCE AND 3 FEET EAST
 QT0423'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES
 QT0423'AND THE DISK IS STAMPED MARY 1938.
 QT0423'
 QT0423'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QT0423
 QT0423                          STATION RECOVERY (1954)
 QT0423
 QT0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0423'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 QT0423'BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH
 QT0423'THE EXCEPTION OF THE TO REACH.  A COMPLETE TO REACH THE STATION
 QT0423'FOLLOWS.
 QT0423'
 QT0423'TO REACH THE STATION FROM MAURINE GO NORTH ON GRAVEL AND
 QT0423'DIRT ROAD FOR 9.6 MILES TO BRIDGE ACROSS THE MOREAU RIVER
 QT0423'AT BIXBY, CONTINUE NORTH ON THE BIXBY-BISON ROAD FOR 1.8 MILES
 QT0423'TO A SIDE ROAD LEFT, CONTINUE NORTH ON THE BIXBY-BISON ROAD
 QT0423'FOR 0.95 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 QT0423'NORTHEASTERLY ON DIRT ROAD FOR 6.65 MILE TO A GATE ON THE
 QT0423'RIGHT AT THE CREST OF A RIDGE, THEN RIGHT, EAST, THROUGH THE
 QT0423'GATE THEN BEAR SOUTHEAST AND EAST ON A DIM TRACK ROAD FOR
 QT0423'1.15 MILES TO A FORK (ABOUT 0.25 MILE SOUTH OF A RANCH
 QT0423'HOUSE), THEN RIGHT, EASTERLY, FOR 0.35 MILE TO A GATE AND THE
 QT0423'AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE GATE, CONTINUE
 QT0423'EASTERLY ON A FIRE LANE FOR 0.6 MILE TO A GATE IN AN
 QT0423'ELECTRIC FENCE ON THE RIGHT, PASS THROUGH THE GATE, GO
 QT0423'SOUTHEASTERLY FOR 0.15 MILE TO THE CREST OF THE RIDGE
 QT0423'AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1069 ***********************************************************************
 PU1069  DESIGNATION -  MARY RM 1
 PU1069  PID         -  PU1069
 PU1069  STATE/COUNTY-  SD/BUTTE
 PU1069  COUNTRY     -  US
 PU1069  USGS QUAD   -  NEWELL LAKE (2017)
 PU1069
 PU1069                         *CURRENT SURVEY CONTROL
 PU1069  ______________________________________________________________________
 PU1069* NAD 83(1986) POSITION- 44 47 25.     (N) 103 25 30.     (W)   SCALED
 PU1069* NAVD 88 ORTHO HEIGHT -   900.952 (meters)     2955.87  (feet) ADJUSTED
 PU1069  ______________________________________________________________________
 PU1069  GEOID HEIGHT    -        -16.391 (meters)                     GEOID18
 PU1069  DYNAMIC HEIGHT  -        900.727 (meters)     2955.14  (feet) COMP
 PU1069  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 PU1069
 PU1069  VERT ORDER      -  SECOND    CLASS 0
 PU1069
 PU1069.The horizontal coordinates were scaled from a map and have
 PU1069.an estimated accuracy of +/- 6 seconds.
 PU1069
 PU1069.The orthometric height was determined by differential leveling and
 PU1069.adjusted by the NATIONAL GEODETIC SURVEY
 PU1069.in June 1991.
 PU1069
 PU1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1069.GEOID18 height accuracy estimate available here.
 PU1069
 PU1069.Click photographs - Photos may exist for this station.
 PU1069
 PU1069.The dynamic height is computed by dividing the NAVD 88
 PU1069.geopotential number by the normal gravity value computed on the
 PU1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1069.degrees latitude (g = 980.6199 gals.).
 PU1069
 PU1069.The modeled gravity was interpolated from observed gravity values.
 PU1069
 PU1069;                    North         East    Units  Estimated Accuracy
 PU1069;SPC SD N     -   112,070.      329,060.      MT  (+/- 180 meters Scaled)
 PU1069
 PU1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK245608(NAD 83)
 PU1069
 PU1069                          SUPERSEDED SURVEY CONTROL
 PU1069
 PU1069  NGVD 29 (??/??/92)  900.476  (m)         2954.31   (f) ADJ UNCH    2 0
 PU1069
 PU1069.Superseded values are not recommended for survey control.
 PU1069
 PU1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1069.See file dsdata.pdf to determine how the superseded data were derived.
 PU1069
 PU1069_MARKER: DR = REFERENCE MARK DISK
 PU1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1069_STAMPING: MARY NO 1 1962
 PU1069_MARK LOGO: CGS
 PU1069_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1069+STABILITY: SURFACE MOTION
 PU1069
 PU1069  HISTORY     - Date     Condition        Report By
 PU1069  HISTORY     - 1962     MONUMENTED       CGS
 PU1069  HISTORY     - 1963     GOOD             CGS
 PU1069
 PU1069                          STATION DESCRIPTION
 PU1069
 PU1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1069'5.2 MI N FROM NEWELL.
 PU1069'1069 ABOUT 5.15 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1069'SCHOOL AT NEWELL, 0.1 MILE SOUTH OF A T-JUNCTION WITH A ROAD
 PU1069'LEADING WEST, 105.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1069'122.0 FEET NORTHEAST OIF R.M. 2, 54.0 FEET NORTH OF THE STATION
 PU1069'MARK, 5.7 FEET EAST OF A NORTH-SOUTH FENCE, ABOUT 4 FEET ABOVE
 PU1069'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1069'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1067 ***********************************************************************
 PU1067  DESIGNATION -  MARY RM 2
 PU1067  PID         -  PU1067
 PU1067  STATE/COUNTY-  SD/BUTTE
 PU1067  COUNTRY     -  US
 PU1067  USGS QUAD   -  NEWELL LAKE (2017)
 PU1067
 PU1067                         *CURRENT SURVEY CONTROL
 PU1067  ______________________________________________________________________
 PU1067* NAD 83(1986) POSITION- 44 47 25.     (N) 103 25 30.     (W)   SCALED
 PU1067* NAVD 88 ORTHO HEIGHT -   899.080 (meters)     2949.73  (feet) ADJUSTED
 PU1067  ______________________________________________________________________
 PU1067  GEOID HEIGHT    -        -16.391 (meters)                     GEOID18
 PU1067  DYNAMIC HEIGHT  -        898.856 (meters)     2949.00  (feet) COMP
 PU1067  MODELED GRAVITY -    980,336.9   (mgal)                       NAVD 88
 PU1067
 PU1067  VERT ORDER      -  SECOND    CLASS 0
 PU1067
 PU1067.The horizontal coordinates were scaled from a map and have
 PU1067.an estimated accuracy of +/- 6 seconds.
 PU1067
 PU1067.The orthometric height was determined by differential leveling and
 PU1067.adjusted by the NATIONAL GEODETIC SURVEY
 PU1067.in June 1991.
 PU1067
 PU1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1067.GEOID18 height accuracy estimate available here.
 PU1067
 PU1067.Click photographs - Photos may exist for this station.
 PU1067
 PU1067.The dynamic height is computed by dividing the NAVD 88
 PU1067.geopotential number by the normal gravity value computed on the
 PU1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1067.degrees latitude (g = 980.6199 gals.).
 PU1067
 PU1067.The modeled gravity was interpolated from observed gravity values.
 PU1067
 PU1067;                    North         East    Units  Estimated Accuracy
 PU1067;SPC SD N     -   112,070.      329,060.      MT  (+/- 180 meters Scaled)
 PU1067
 PU1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK245608(NAD 83)
 PU1067
 PU1067                          SUPERSEDED SURVEY CONTROL
 PU1067
 PU1067  NGVD 29 (??/??/92)  898.604  (m)         2948.17   (f) ADJ UNCH    2 0
 PU1067
 PU1067.Superseded values are not recommended for survey control.
 PU1067
 PU1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1067.See file dsdata.pdf to determine how the superseded data were derived.
 PU1067
 PU1067_MARKER: DR = REFERENCE MARK DISK
 PU1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1067_STAMPING: MARY NO 2 1962
 PU1067_MARK LOGO: CGS
 PU1067_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1067+STABILITY: SURFACE MOTION
 PU1067
 PU1067  HISTORY     - Date     Condition        Report By
 PU1067  HISTORY     - 1962     MONUMENTED       CGS
 PU1067  HISTORY     - 1963     GOOD             CGS
 PU1067
 PU1067                          STATION DESCRIPTION
 PU1067
 PU1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1067'5.2 MI N FROM NEWELL.
 PU1067'ABOUT 5.15 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1067'SCHOOL AT NEWELL, 0.1 MILE SOUTH OF T-JUNCTION WITH A ROAD
 PU1067'LEADING WEST, 99.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1067'122.0 FEET SOUTHWEST OF R.M. 1, 68.0 FEET SOUTHWEST OF THE
 PU1067'STATION MARK, 0.5 FOOT WEST OF A NORTH-SOUTH FENCE, ABOUT 4 FEET
 PU1067'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1067'POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0511 ***********************************************************************
 QT0511  DESIGNATION -  MASON
 QT0511  PID         -  QT0511
 QT0511  STATE/COUNTY-  SD/BUTTE
 QT0511  COUNTRY     -  US
 QT0511  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0511
 QT0511                         *CURRENT SURVEY CONTROL
 QT0511  ______________________________________________________________________
 QT0511* NAD 83(1996) POSITION- 45 09 38.55584(N) 103 24 14.63521(W)   ADJUSTED
 QT0511* NAVD 88 ORTHO HEIGHT -   917.    (meters)     3009.    (feet) SCALED
 QT0511  ______________________________________________________________________
 QT0511  GEOID HEIGHT    -        -16.465 (meters)                     GEOID18
 QT0511  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 QT0511  HORZ ORDER      -  SECOND
 QT0511
 QT0511.The horizontal coordinates were established by classical geodetic methods
 QT0511.and adjusted by the National Geodetic Survey in January 1998.
 QT0511
 QT0511.The orthometric height was scaled from a topographic map.
 QT0511
 QT0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0511.GEOID18 height accuracy estimate available here.
 QT0511
 QT0511.Click photographs - Photos may exist for this station.
 QT0511
 QT0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0511
 QT0511. The following values were computed from the NAD 83(1996) position.
 QT0511
 QT0511;                    North         East     Units Scale Factor Converg.
 QT0511;SPC SD N     -   153,127.719   332,446.262   MT  0.99994093   -2 24 33.1
 QT0511;SPC SD N     -   502,386.52  1,090,700.78   sFT  0.99994093   -2 24 33.1
 QT0511;UTM  13      - 5,002,042.363   625,431.871   MT  0.99979345   +1 07 54.5
 QT0511
 QT0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0511!SPC SD N     -   0.99985876  x   0.99994093  =   0.99979969
 QT0511!UTM  13      -   0.99985876  x   0.99979345  =   0.99965223
 QT0511
 QT0511:                Primary Azimuth Mark                     Grid Az
 QT0511:SPC SD N     -  MASON AZ MK                              198 01 25.3
 QT0511:UTM  13      -  MASON AZ MK                              194 28 57.7
 QT0511
 QT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2543102042(NAD 83)
 QT0511
 QT0511|---------------------------------------------------------------------|
 QT0511| PID    Reference Object                     Distance      Geod. Az  |
 QT0511|                                                           dddmmss.s |
 QT0511| CQ8560 MASON RM 1                            6.569 METERS 10802     |
 QT0511| CQ8559 MASON AZ MK                                        1953652.2 |
 QT0511| CQ8561 MASON RM 2                            6.800 METERS 27423     |
 QT0511|---------------------------------------------------------------------|
 QT0511
 QT0511                          SUPERSEDED SURVEY CONTROL
 QT0511
 QT0511  NAD 83(1993)-  45 09 38.55008(N)    103 24 14.63194(W) AD(       ) 2
 QT0511  NAD 83(1986)-  45 09 38.54573(N)    103 24 14.63050(W) AD(       ) 2
 QT0511  NAD 27      -  45 09 38.58100(N)    103 24 12.96700(W) AD(       ) 2
 QT0511
 QT0511.Superseded values are not recommended for survey control.
 QT0511
 QT0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0511.See file dsdata.pdf to determine how the superseded data were derived.
 QT0511
 QT0511_MARKER: DS = TRIANGULATION STATION DISK
 QT0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0511_STAMPING: MASON 1951
 QT0511_MARK LOGO: CGS
 QT0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0511+STABILITY: SURFACE MOTION
 QT0511
 QT0511  HISTORY     - Date     Condition        Report By
 QT0511  HISTORY     - 1951     MONUMENTED       CGS
 QT0511  HISTORY     - 1973     GOOD             USGS
 QT0511
 QT0511                          STATION DESCRIPTION
 QT0511
 QT0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCM)
 QT0511'THIS STATION WAS BUILT IN 1951 BUT NOT OCCUPIED BY AN OBSERVING
 QT0511'PARTY.  IT IS LOCATED ABOUT 13-1/2 MILES NORTH AND 1 MILE
 QT0511'EAST OF THE CASTLE ROCK POST OFFICE, 3-3/4 MILES SOUTH OF
 QT0511'THE BUTTE-HARDING COUNTY LINE, IN THE SOUTHWEST 1/4 OF SECTION
 QT0511'21, T 14 N, R 6 E, 0.05 MILE EAST OF STATE HIGHWAY NO. 79,
 QT0511'AND ON THE HIGHEST POINT OF A LOW KNOLL, 8 FEET NORTH-NORTHEAST
 QT0511'OF A 4 X 4 IN WITNESS POST.
 QT0511'
 QT0511'TO REACH THE STATION FROM THE CASTLE ROCK POST OFFICE, GO NORTH
 QT0511'ON STATE HIGHWAY NO. 79 FOR 14.25 MILES TO THE AZIMUTH MARK
 QT0511'ON THE LEFT.  CONTINUE NORTH FOR 0.4 MILE TO THE STATION ON
 QT0511'THE RIGHT.
 QT0511'
 QT0511'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 QT0511'MASON 1951.
 QT0511'
 QT0511'REFERENCE MARK NO. 1 IS ON THE SOUTHEASTERLY SLOPE OF THE KNOLL.
 QT0511'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED MASON NO 1 1951.
 QT0511'
 QT0511'REFERENCE MARK NO. 2 IS ON THE CREST OF THE KNOLL.  IT PROJECTS
 QT0511'6 INCHES, AND THE DISK IS STAMPED MASON NO 2 1951.
 QT0511'
 QT0511'THE AZIMUTH MARK IS 55 FEET NORTH-NORTHWEST OF A CURVE SIGN
 QT0511'ON THE WEST SIDE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 QT0511'OF THE HIGHWAY, AND 5 FEET NORTH OF A 4 X 4 IN WITNESS
 QT0511'POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED MASON
 QT0511'1951.
 QT0511
 QT0511                          STATION RECOVERY (1973)
 QT0511
 QT0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0511'TO REACH THE STATION FROM CASTLE ROCK, GO NORTH ON STATE
 QT0511'HWY. 79 FOR 0.5 MI TO A RD. JCT.  TURN RIGHT AND GO NORTH
 QT0511'ON BLACK TOP RD. FOR 6.75 MI TO GRAVEL RD. NORTH.  CONTINUE
 QT0511'NORTH ON GRAVEL RD. FOR 7.95 MI TO STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0983 ***********************************************************************
 PT0983  DESIGNATION -  MATTHEIS
 PT0983  PID         -  PT0983
 PT0983  STATE/COUNTY-  SD/HUGHES
 PT0983  COUNTRY     -  US
 PT0983  USGS QUAD   -  OKOBOJO SE (2017)
 PT0983
 PT0983                         *CURRENT SURVEY CONTROL
 PT0983  ______________________________________________________________________
 PT0983* NAD 83(1996) POSITION- 44 30 52.69822(N) 100 15 03.12587(W)   ADJUSTED
 PT0983* NAVD 88 ORTHO HEIGHT -   563.4   (meters)     1848.    (feet) VERTCON3
 PT0983  ______________________________________________________________________
 PT0983  GEOID HEIGHT    -        -23.242 (meters)                     GEOID18
 PT0983  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 PT0983  HORZ ORDER      -  FIRST
 PT0983
 PT0983.The horizontal coordinates were established by classical geodetic methods
 PT0983.and adjusted by the National Geodetic Survey in January 1998.
 PT0983
 PT0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0983
 PT0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0983.GEOID18 height accuracy estimate available here.
 PT0983
 PT0983.Click photographs - Photos may exist for this station.
 PT0983
 PT0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0983
 PT0983. The following values were computed from the NAD 83(1996) position.
 PT0983
 PT0983;                    North         East     Units Scale Factor Converg.
 PT0983;SPC SD S     -   242,341.806   606,556.959   MT  1.00002941   +0 03 24.8
 PT0983;SPC SD S     -   795,083.08  1,990,012.29   sFT  1.00002941   +0 03 24.8
 PT0983;UTM  14      - 4,929,796.078   400,583.522   MT  0.99972154   -0 52 37.4
 PT0983
 PT0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0983!SPC SD S     -   0.99991531  x   1.00002941  =   0.99994472
 PT0983!UTM  14      -   0.99991531  x   0.99972154  =   0.99963688
 PT0983
 PT0983:                Primary Azimuth Mark                     Grid Az
 PT0983:SPC SD S     -  MATTHEIS AZ MK                           178 43 03.4
 PT0983:UTM  14      -  MATTHEIS AZ MK                           179 39 05.6
 PT0983
 PT0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0058329796(NAD 83)
 PT0983
 PT0983|---------------------------------------------------------------------|
 PT0983| PID    Reference Object                     Distance      Geod. Az  |
 PT0983|                                                           dddmmss.s |
 PT0983| CQ5662 MATTHEIS RM 1                        32.888 METERS 00750     |
 PT0983| CQ5663 MATTHEIS RM 2                        24.721 METERS 16641     |
 PT0983| CQ5661 MATTHEIS AZ MK                                     1784628.2 |
 PT0983| PT1025 PIERRE MICROWAVE MAST               APPROX.12.9 KM 2170323.4 |
 PT0983|---------------------------------------------------------------------|
 PT0983
 PT0983                          SUPERSEDED SURVEY CONTROL
 PT0983
 PT0983  NAD 83(1986)-  44 30 52.69359(N)    100 15 03.13041(W) AD(       ) 1
 PT0983  NAD 27      -  44 30 52.75600(N)    100 15 01.65900(W) AD(       ) 1
 PT0983  NGVD 29 (07/19/86)  563.0    (m)         1847.     (f) VERT ANG       
 PT0983
 PT0983.Superseded values are not recommended for survey control.
 PT0983
 PT0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0983.See file dsdata.pdf to determine how the superseded data were derived.
 PT0983
 PT0983_MARKER: DS = TRIANGULATION STATION DISK
 PT0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0983_STAMPING: MATTHEIS 1934
 PT0983_MARK LOGO: CGS
 PT0983_PROJECTION: RECESSED 30 CENTIMETERS
 PT0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0983+STABILITY: SURFACE MOTION
 PT0983
 PT0983  HISTORY     - Date     Condition        Report By
 PT0983  HISTORY     - 1934     MONUMENTED       CGS
 PT0983  HISTORY     - 1948     GOOD             CGS
 PT0983  HISTORY     - 1963     GOOD             CGS
 PT0983  HISTORY     - 1968     GOOD             CGS
 PT0983
 PT0983                          STATION DESCRIPTION
 PT0983
 PT0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0983'STATION IS ON A LOW, BROAD RIDGE ABOUT 11 MILES NE OF PIERRE,
 PT0983'AND ABOUT 0.7 MILE N OF U.S. HIGHWAY 14.  THE STATION MARK
 PT0983'IS ABOUT 0.2 MILE N OF A FENCE CORNER AND IS 14 FEET W OF A
 PT0983'FENCE LINE.  THE STATION MARK IS 12 INCHES BELOW THE SURFACE
 PT0983'OF THE GROUND.
 PT0983'
 PT0983'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT0983'BRONZE DISKS SET IN CONCRETE.
 PT0983'
 PT0983'REFERENCE MARK NO. 1 IS N OF THE STATION AND IS 2 FEET E OF
 PT0983'THE FENCE LINE.
 PT0983'
 PT0983'REFERENCE MARK NO. 2 IS S OF THE STATION AND IS 3 FEET E OF
 PT0983'THE FENCE LINE.
 PT0983'
 PT0983'THE AZIMUTH MARK IS ABOUT 0.35 MILE S OF THE STATION.  IT IS
 PT0983'ABOUT 0.15 MILE S OF A FENCE CORNER AND IS UNDER THE FENCE
 PT0983'LINE.
 PT0983'
 PT0983'THE STATION IS REACHED FROM PIERRE, BY GOING N ON U.S. HIGHWAY
 PT0983'14, 10 MILES TO A POINT WHERE THE HIGHWAY TURNS E.  GO E, ON
 PT0983'THE HIGHWAY 5.0 MILES TO A TRAIL FOLLOWING A SECTION LINE
 PT0983'FENCE TO THE N.  TAKE THIS TRAIL N, 0.7 MILE TO THE STATION
 PT0983'ON THE W SIDE OF THE FENCE.
 PT0983'
 PT0983'A 15-FOOT STAND WAS ERECTED.
 PT0983
 PT0983                          STATION RECOVERY (1948)
 PT0983
 PT0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0983'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE EXCEPT THAT
 PT0983'NUMBERED HIGHWAYS IN THE VICINITY HAVE BEEN RELOCATED, AND THE
 PT0983'NOTE DESCRIBING THE AZIMUTH MARK IS INACCURATE.
 PT0983'
 PT0983'THE STATION IS ON A LOW BROAD RIDGE, ON THE EASTERN EDGE OF NE
 PT0983'1/4 SEC. 18, T. 112 N., R. 78 W., AND ON LAND OWNED BY BILL
 PT0983'STAMPE.  IT IS 14 FEET WEST OF THE SECTION-LINE FENCE.
 PT0983'THE UPPER MARK IS A FOOT BELOW THE GROUND SURFACE, AND THE
 PT0983'DISK IS STAMPED MATTHEIS 1934.
 PT0983'
 PT0983'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 373 FEET SOUTH
 PT0983'OF A FENCE CORNER, AND 3 FEET EAST OF THE FENCE.  THE MARK
 PT0983'PROJECTS 8 INCHES, AND THE DISK
 PT0983'IS STAMPED MATTHEIS NO 1 1934.
 PT0983'
 PT0983'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION AND
 PT0983'2 FEET EAST OF THE FENCE.  THE MARK  PROJECTS 8
 PT0983'INCHES, AND THE DISK IS STAMPED MATTHEIS NO 2 1934.
 PT0983'
 PT0983'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION AND UNDER
 PT0983'THE FENCE.  IT IS A STANDARD STATION MARK DISK ON WHICH IS
 PT0983'CHISELED AN ARROW POINTING TOWARD THE STATION, STAMPED MATTHEIS
 PT0983'AZIMUTH 1934, AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 PT0983'POST WHICH PROJECTS 8 INCHES ABOVE GROUND.
 PT0983'
 PT0983'TO REACH THE STATION FROM THE ST. CHARLES HOTEL IN PIERRE, GO
 PT0983'GENERALLY ABOUT NORTHEAST ON U.S. HIGHWAYS 14 AND 83 FOR 1.3
 PT0983'MILES AND TURN LEFT ONTO A GRAVEL ROAD, THENCE NORTH 8.4
 PT0983'MILES TO A CROSSROADS AND TURN RIGHT, THENCE EAST 5.0 MILES
 PT0983'AND TURN LEFT ONTO A TRACK ROAD, THENCE NORTH ALONG THE EASTERN
 PT0983'SIDE OF A FENCE 0.5 MILE AND PASS THRU A GATE, THENCE NORTH
 PT0983'ALONG THE WESTERN SIDE OF THE FENCE 0.25 MILE TO THE STATION.
 PT0983'
 PT0983'HEIGHT OF LITE ABOVE THE STATION MARK--2 METERS.
 PT0983
 PT0983                          STATION RECOVERY (1963)
 PT0983
 PT0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PT0983'ALL MARKER FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PT0983
 PT0983                          STATION RECOVERY (1968)
 PT0983
 PT0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PT0983'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT0983'CONDITION.  DUE TO CHANGES IN ROADS AND LAND MARKS, A NEW
 PT0983'DESCRIPTION FOLLOWS--
 PT0983'
 PT0983'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF PIERRE ON A
 PT0983'LOW RIDGE IN THE NORTHEAST 1/4 SEC. 18, T. 112N., R. 78 W.  IT
 PT0983'IS 14 FEET WEST OF FENCE, 18 FEET SOUTH OF EAST-WEST FENCE,
 PT0983'22-1/2 FEET SOUTHWEST OF FENCE CORNER AND 15 FEET WEST OF A
 PT0983'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 PT0983'SQUARE CONCRETE POST AND STAMPED MATTHEIS 1934 AND IS ABOUT
 PT0983'12 INCHES BELOW THE SURFACE OF GROUND.
 PT0983'
 PT0983'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO NORTHEASTERLY
 PT0983'ON U.S. HIGHWAY NOS. 14 AND 83 FOR 1.3 MILES TO FORKS.  TAKE
 PT0983'LEFT FORK AND GO NORTH ON SURFACED ROAD FOR 3.0 MILES TO LEFT
 PT0983'CURVE IN ROAD AND T ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 PT0983'GRAVELED ROAD FOR 5.35 MILES TO CROSSROADS.  TURN RIGHT AND GO
 PT0983'EAST ON GRAVEL ROAD FOR 4.0 MILES TO CROSSROADS.  TURN LEFT
 PT0983'AND GO NORTH FOR 1.0 MILE TO SIDE ROAD LEFT.  TURN LEFT
 PT0983'AND GO WEST FOR 1.0 MILE TO SECTION LINE ROAD LEFT.  TURN LEFT
 PT0983'AND GO SOUTH FOR 0.35 MILE TO STATION ON RIGHT (WEST) SIDE OF
 PT0983'ROAD.  CONTINUE SOUTH 0.35 MILE TO AZIMUTH MARK ON RIGHT AS
 PT0983'DESCRIBED.
 PT0983'
 PT0983'REFERENCE MARK NO. 1, A STANDARD DISK, SET IN THE TOP OF A
 PT0983'SQUARE CONCRETE POST AND STAMPED MATTHEIS NO 1 1934 IS 106 FEET
 PT0983'NORTH OF A WITNESS POST, 89 FEET NORTH OF FENCE CORNER AND
 PT0983'2 FEET EAST OF FENCE.  THE MARK PROJECTS 3 INCHES.
 PT0983'
 PT0983'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A SQUARE
 PT0983'CONCRETE MONUMENT AND STAMPED MATTHEIS NO 2 1934 IS 97 FEET
 PT0983'SOUTH OF A FENCE CORNER, 79 FEET SOUTH OF WITNESS POST AND
 PT0983'3 FEET EAST OF FENCE.  THE MARK PROJECTS 4 INCHES.
 PT0983'
 PT0983'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 PT0983'MONUMENT AND STAMPED MATTHEIS AZIMUTH 1934.  THE DISK IS A
 PT0983'STATION MARK DISK WITH THE TRIANGLE OBLITERATED AND AN ARROW
 PT0983'CHISELED IN THE TOP WHICH POINTS TOWARD THE STATION.  IT IS 1
 PT0983'FOOT WEST OF THE FENCE AND PROJECTS 6 INCHES.
 PT0983'
 PT0983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 PT0983'MILES NORTHEAST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1017 ***********************************************************************
 PT1017  DESIGNATION -  MAUCH
 PT1017  PID         -  PT1017
 PT1017  STATE/COUNTY-  SD/LYMAN
 PT1017  COUNTRY     -  US
 PT1017  USGS QUAD   -  STONY BUTTE (2017)
 PT1017
 PT1017                         *CURRENT SURVEY CONTROL
 PT1017  ______________________________________________________________________
 PT1017* NAD 83(1996) POSITION- 44 00 58.18377(N) 100 20 27.25345(W)   ADJUSTED
 PT1017* NAVD 88 ORTHO HEIGHT -   661.9   (meters)     2172.    (feet) VERTCON3
 PT1017  ______________________________________________________________________
 PT1017  GEOID HEIGHT    -        -24.450 (meters)                     GEOID18
 PT1017  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 PT1017  HORZ ORDER      -  FIRST
 PT1017
 PT1017.The horizontal coordinates were established by classical geodetic methods
 PT1017.and adjusted by the National Geodetic Survey in January 1998.
 PT1017
 PT1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1017
 PT1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1017.GEOID18 height accuracy estimate available here.
 PT1017
 PT1017.Click photographs - Photos may exist for this station.
 PT1017
 PT1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1017
 PT1017. The following values were computed from the NAD 83(1996) position.
 PT1017
 PT1017;                    North         East     Units Scale Factor Converg.
 PT1017;SPC SD S     -   186,950.633   599,393.014   MT  0.99993094   -0 00 18.8
 PT1017;SPC SD S     -   613,353.87  1,966,508.58   sFT  0.99993094   -0 00 18.8
 PT1017;UTM  14      - 4,874,541.913   392,523.069   MT  0.99974207   -0 55 54.6
 PT1017
 PT1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1017!SPC SD S     -   0.99990005  x   0.99993094  =   0.99983100
 PT1017!UTM  14      -   0.99990005  x   0.99974207  =   0.99964215
 PT1017
 PT1017:                Primary Azimuth Mark                     Grid Az
 PT1017:SPC SD S     -  MAUCH AZ MK                              045 39 33.8
 PT1017:UTM  14      -  MAUCH AZ MK                              046 35 09.6
 PT1017
 PT1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9252374541(NAD 83)
 PT1017
 PT1017|---------------------------------------------------------------------|
 PT1017| PID    Reference Object                     Distance      Geod. Az  |
 PT1017|                                                           dddmmss.s |
 PT1017| CQ5666 MAUCH RM 2                           30.532 METERS 01340     |
 PT1017| CQ5664 MAUCH AZ MK                                        0453915.0 |
 PT1017| CQ5665 MAUCH RM                             60.698 METERS 27400     |
 PT1017|---------------------------------------------------------------------|
 PT1017
 PT1017                          SUPERSEDED SURVEY CONTROL
 PT1017
 PT1017  NAD 83(1986)-  44 00 58.18002(N)    100 20 27.25634(W) AD(       ) 1
 PT1017  NAD 27      -  44 00 58.22700(N)    100 20 25.78300(W) AD(       ) 1
 PT1017  NGVD 29 (07/19/86)  661.5    (m)         2170.     (f) VERT ANG       
 PT1017
 PT1017.Superseded values are not recommended for survey control.
 PT1017
 PT1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1017.See file dsdata.pdf to determine how the superseded data were derived.
 PT1017
 PT1017_MARKER: DS = TRIANGULATION STATION DISK
 PT1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1017_STAMPING: MAUCH 1924
 PT1017_MARK LOGO: CGS
 PT1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1017+STABILITY: SURFACE MOTION
 PT1017
 PT1017  HISTORY     - Date     Condition        Report By
 PT1017  HISTORY     - 1924     MONUMENTED       CGS
 PT1017  HISTORY     - 1934     GOOD             SDGS
 PT1017  HISTORY     - 1934     GOOD             CGS
 PT1017  HISTORY     - 1952     GOOD             CGS
 PT1017  HISTORY     - 1963     GOOD             USFS
 PT1017  HISTORY     - 1981     GOOD             NGS
 PT1017
 PT1017                          STATION DESCRIPTION
 PT1017
 PT1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PT1017'STATION ABOUT 7 MILES N AND 2-1/4 MILES W OF VIVIAN NEAR
 PT1017'THE CENTER OF THE NW 1/4 OF SECTION 5, T 106 N, R 79 W,
 PT1017'ON THE HIGHEST POINT OF A RIDGE ON THE W SIDE OF A PASTURE
 PT1017'ABOUT 61 METERS E OF A WIRE FENCE BETWEEN THE PASTURE AND
 PT1017'A CULTIVATED FIELD TO THE W.  THE LAND IS OWNED BY OSWALD
 PT1017'MAUCH WHO LIVED IN THE SE CORNER OF THE SECTION.  A WAGON
 PT1017'TRAIL LEADS FROM THE HOUSE TO THE CULTIVATED FIELD AND PASSES
 PT1017'ABOUT 25 METERS N OF THE STATION.  STATION IS 532.53 METERS
 PT1017'S OF E AND W SECTION LINE ON N.
 PT1017'
 PT1017'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PT1017'DISKS SET IN CONCRETE.
 PT1017'
 PT1017'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.31 METERS.
 PT1017
 PT1017                          STATION RECOVERY (1934)
 PT1017
 PT1017'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PT1017'THE ORIGINAL DESCRIPTION COVERS THE LOCATION VERY WELL.  IT
 PT1017'MIGHT BE ADDED THAT TO REACH STATION MAUCH, FOLLOW U.S.
 PT1017'HIGHWAY 83 S FROM THE STANLEY COUNTY COURTHOUSE IN FORT
 PT1017'PIERRE FOR ABOUT 26.6 MILES.  MAUCH LIES ON THE HIGH POINT
 PT1017'ON THE RIDGE WHICH IS SEEN DIRECTLY W OF THE HIGHWAY FROM
 PT1017'THIS DISTANCE POINT.  FROM THE HIGHWAY TO MAUCH IS ABOUT 1/4
 PT1017'MILE.  THE STATION IS IN GOOD CONDITION.
 PT1017
 PT1017                          STATION RECOVERY (1934)
 PT1017
 PT1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1017'STATION MAUCH 1924 IS ON THE HIGHEST POINT OF PASTURE LAND,
 PT1017'THE HIGHEST IN THE IMMEDIATE VICINITY.  IT IS ABOUT 6 MILES
 PT1017'NNW OF VIVIAN, 1.0 MILE NW OF THE HENSLER RANCH, AND 3/4
 PT1017'MILE W OF U.S. HIGHWAY 83.  IT IS IN THE NW 1/4 OF SECTION
 PT1017'5, T 106 N, R 79 W.
 PT1017'
 PT1017'THE REFERENCE MARK ESTABLISHED IN 1924 IS WSW OF THE STATION.
 PT1017'IT IS NOT NUMBERED.
 PT1017'
 PT1017'ONE NEW REFERENCE MARK ESTABLISHED.  IT IS STAMPED MAUCH
 PT1017'1924, NO. 2 AND IT IS NNW OF THE
 PT1017'STATION.
 PT1017'
 PT1017'NEW AZIMUTH MARK WAS ESTABLISHED.  IT
 PT1017'IS ABOUT 1 MILE NE OF THE STATION AND IS 35 FEET W OF THE
 PT1017'CENTER OF THE HIGHWAY AT A POINT 1.3 MILES N OF THE ROAD
 PT1017'LEADING INTO HENSLERS RANCH.
 PT1017'
 PT1017'THE STATION IS REACHED FROM FORT PIERRE BY GOING S ON U.S.
 PT1017'HIGHWAY 83, 23.7 MILES TO A CROSSROADS.  TURN W 0.2 MILE TO
 PT1017'THE HENSLER RANCH ON THE N SIDE OF THE ROAD.  GO N THROUGH
 PT1017'THE BARNYARD AND FOLLOW AN OLD ROAD NW 1.0 MILE TO THE TOP OF THE
 PT1017'HILL AND THE STATION.
 PT1017'
 PT1017'A 10-FOOT STAND WAS ERECTED.
 PT1017
 PT1017                          STATION RECOVERY (1952)
 PT1017
 PT1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1017'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  THE
 PT1017'MARKS ARE IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 PT1017'DESCRIPTION TO REACH THE STATION FOLLOWS--
 PT1017'
 PT1017'TO REACH THE STATION FROM THE COURTHOUSE IN FT. PIERRE, GO
 PT1017'SOUTH ON U.S. HIGHWAY NO. 83 FOR 24.9 MILES TO A WIRE GATE ON
 PT1017'THE RIGHT.  THEN RIGHT, WESTERLY, ON A TRACK ROAD FOR 1.1 MILE
 PT1017'TO THE CREST OF THE HILL AND THE STATION.
 PT1017'
 PT1017'THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY IN 1952.
 PT1017
 PT1017                          STATION RECOVERY (1963)
 PT1017
 PT1017'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1017'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1017
 PT1017                          STATION RECOVERY (1981)
 PT1017
 PT1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1017'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE ALL
 PT1017'RECOVERED AND ARE IN GOOD CONDITION.  THE ROUTE TO THE STATION HAS
 PT1017'CHANGED BUT THE REST OF THE OLD DESCRIPTIVE TEXT IS ADEQUATE.  THE
 PT1017'STATION WAS NOT OCCUPIED AT THIS TIME.
 PT1017'
 PT1017'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE, GO SOUTH
 PT1017'ON HIGHWAY 83 FOR 10.4 MILES TO A WHITE HOUSE ON THE RIGHT AND A
 PT1017'CROSSROAD.  CONTINUE ON THE HIGHWAY FOR 10.3 MILES TO WHERE THE
 PT1017'HIGHWAY CURVES LEFT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 1.2 MILES
 PT1017'TO WHERE THE HIGHWAY CURVES RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR
 PT1017'1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST, ABOUT 50 FEET TO
 PT1017'AN ASPHALT ROAD LEFT (OLD HIGHWAY 83).  TURN LEFT, SOUTH, ON ASPHALT
 PT1017'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 PT1017'ON THE ASPHALT ROAD FOR 1.0 MILE TO A GATE ON THE RIGHT.  TURN RIGHT
 PT1017'THROUGH GATE AND FOLLOW TRACK ROAD NORTHWEST 0.9 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0201 ***********************************************************************
 QT0201  DESIGNATION -  MAURINE
 QT0201  PID         -  QT0201
 QT0201  STATE/COUNTY-  SD/MEADE
 QT0201  COUNTRY     -  US
 QT0201  USGS QUAD   -  MAURINE (2017)
 QT0201
 QT0201                         *CURRENT SURVEY CONTROL
 QT0201  ______________________________________________________________________
 QT0201* NAD 83(1996) POSITION- 45 01 14.79263(N) 102 32 59.09390(W)   ADJUSTED
 QT0201* NAVD 88 ORTHO HEIGHT -   924.188 (meters)     3032.11  (feet) ADJUSTED
 QT0201  ______________________________________________________________________
 QT0201  GEOID HEIGHT    -        -18.129 (meters)                     GEOID18
 QT0201  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC18
 QT0201  DYNAMIC HEIGHT  -        923.993 (meters)     3031.47  (feet) COMP
 QT0201  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 QT0201
 QT0201  HORZ ORDER      -  THIRD
 QT0201  VERT ORDER      -  FIRST     CLASS II
 QT0201
 QT0201.The horizontal coordinates were established by classical geodetic methods
 QT0201.and adjusted by the National Geodetic Survey in January 1998.
 QT0201
 QT0201.The orthometric height was determined by differential leveling and
 QT0201.adjusted by the NATIONAL GEODETIC SURVEY
 QT0201.in July 1998.
 QT0201
 QT0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0201.GEOID18 height accuracy estimate available here.
 QT0201
 QT0201.Click photographs - Photos may exist for this station.
 QT0201
 QT0201.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0201
 QT0201.The dynamic height is computed by dividing the NAVD 88
 QT0201.geopotential number by the normal gravity value computed on the
 QT0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0201.degrees latitude (g = 980.6199 gals.).
 QT0201
 QT0201.The modeled gravity was interpolated from observed gravity values.
 QT0201
 QT0201. The following values were computed from the NAD 83(1996) position.
 QT0201
 QT0201;                    North         East     Units Scale Factor Converg.
 QT0201;SPC SD N     -   135,115.674   399,078.512   MT  0.99993925   -1 48 16.4
 QT0201;SPC SD N     -   443,292.01  1,309,310.08   sFT  0.99993925   -1 48 16.4
 QT0201;UTM  13      - 4,988,179.098   693,047.551   MT  1.00005827   +1 44 01.5
 QT0201
 QT0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0201!SPC SD N     -   0.99985796  x   0.99993925  =   0.99979722
 QT0201!UTM  13      -   0.99985796  x   1.00005827  =   0.99991622
 QT0201
 QT0201:                Primary Azimuth Mark                     Grid Az
 QT0201:SPC SD N     -  MAURINE AZ MK                            017 10 47.0
 QT0201:UTM  13      -  MAURINE AZ MK                            013 38 29.1
 QT0201
 QT0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9304788179(NAD 83)
 QT0201
 QT0201|---------------------------------------------------------------------|
 QT0201| PID    Reference Object                     Distance      Geod. Az  |
 QT0201|                                                           dddmmss.s |
 QT0201| QT0199 MAURINE AZ MK                                      0152230.6 |
 QT0201| QT0202 MAURINE RM 1                          9.566 METERS 13014     |
 QT0201| QT0200 MAURINE RM 2                          9.674 METERS 34557     |
 QT0201|---------------------------------------------------------------------|
 QT0201
 QT0201                          SUPERSEDED SURVEY CONTROL
 QT0201
 QT0201  NAD 83(1993)-  45 01 14.78437(N)    102 32 59.09279(W) AD(       ) 3
 QT0201  NAD 83(1986)-  45 01 14.78357(N)    102 32 59.09217(W) AD(       ) 3
 QT0201  NAD 27      -  45 01 14.82600(N)    102 32 57.51610(W) AD(       ) 3
 QT0201  NAVD 88 (06/15/91)  924.218  (m)         3032.21   (f) SUPERSEDED  1 2
 QT0201  NGVD 29 (??/??/92)  923.757  (m)         3030.69   (f) ADJ UNCH    1 2
 QT0201  NGVD 29             923.76   (m)         3030.7    (f) LEVELING    3  
 QT0201
 QT0201.Superseded values are not recommended for survey control.
 QT0201
 QT0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0201.See file dsdata.pdf to determine how the superseded data were derived.
 QT0201
 QT0201_MARKER: DS = TRIANGULATION STATION DISK
 QT0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0201_STAMPING: MAURINE 1951
 QT0201_MARK LOGO: CGS
 QT0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0201+STABILITY: SURFACE MOTION
 QT0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0201+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0201
 QT0201  HISTORY     - Date     Condition        Report By
 QT0201  HISTORY     - 1951     MONUMENTED       CGS
 QT0201  HISTORY     - 1962     GOOD             CGS
 QT0201  HISTORY     - 1963     GOOD             CGS
 QT0201  HISTORY     - 19960425 GOOD             NGS
 QT0201
 QT0201                          STATION DESCRIPTION
 QT0201
 QT0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0201'STATION IS ABOUT 2-1/2 MILES EAST AND 1/2 MILE NORTH OF MAURINE,
 QT0201'0.4 MILE SOUTH OF U.S. HIGHWAY 212, AND 10 FEET EAST OF THE
 QT0201'WEST FACE OF A PROMINENT RIDGE WHICH IS THE HIGHEST POINT
 QT0201'IN THE IMMEDIATE VICINITY.  IT IS IN SECTION 4, T 12 N, R 13 E.
 QT0201'
 QT0201'TO REACH THE STATION FROM THE POST OFFICE IN MAURINE.  GO
 QT0201'EAST ON HIGHWAY 212 FOR 2.05 MILES TO A GRADED ROAD AND A
 QT0201'CATTLE GUARD ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY
 QT0201'FOR 0.35 MILE TO A GATE AND THE AZIMUTH MARK.  PASS THROUGH
 QT0201'THE GATE AND GO SOUTH ON A TRACK ROAD FOR 0.4 MILE TO THE
 QT0201'HIGHEST POINT AND THE STATION.
 QT0201'
 QT0201'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0201'MAURINE 1951.
 QT0201'
 QT0201'REFERENCE MARK NO. 1 IS 12 FEET EAST OF THE WEST FACE OF THE
 QT0201'RIDGE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0201'MAURINE NO 1 1951.
 QT0201'
 QT0201'REFERENCE MARK NO. 2 IS 10 FEET EAST OF THE WEST FACE OF THE
 QT0201'RIDGE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0201'MAURINE NO 2 1951.
 QT0201'
 QT0201'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 QT0201'AND 14 FEET WEST OF A GATE.  THE MARK PROJECTS 5 INCHES AND
 QT0201'THE DISK IS STAMPED MAURINE 1951.
 QT0201'
 QT0201'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QT0201'CYLINDERS.
 QT0201
 QT0201                          STATION RECOVERY (1962)
 QT0201
 QT0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0201'THE STATION WAS RECOVERED WITH ALL MARKS APPARENTLY UNDISTURBED
 QT0201'AND IN GOOD CONDITION.  NO SIGNIFICANT CHANGES WERE NOTED IN
 QT0201'DISTANCE OR DIRECTION TO MARKS.  A METAL WITNESS POST WITH SIGN
 QT0201'WAS PLACED AT THE AZIMUTH MARK.
 QT0201'
 QT0201'THE STATION IS LOCATED ABOUT 20-3/4 MILES NORTHEAST OF SULPHUR,
 QT0201'9-1/4 MILES NORTH-NORTHWEST OF OPAL, AND 2-1/2 MILES EAST OF
 QT0201'MAURINE, ON THE NORTH END OF A PROMINENT SHARP RIDGE WITH
 QT0201'A STEEP GRAVELLY SLOPE ON ITS WEST SIDE AND A GRASSY GENTLER
 QT0201'SLOPE ON ITS EAST SIDE.
 QT0201'
 QT0201'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 QT0201'AT THE CROSSROAD IN MAURINE, GO EAST ON U.S. HIGHWAY 212 FOR
 QT0201'2.3 MILES TO A WIRE GATE IN THE SOUTH RIGHT-OF-WAY FENCE AND
 QT0201'THE AZIMUTH MARK.  TURN RIGHT, THROUGH THE GATE, AND DRIVE
 QT0201'SOUTH ACROSS PASTURE ALONG THE EAST SIDE OF THE HILL TO A
 QT0201'SMALL BRUSH-FILLED DRAW WHICH DRAINS EAST FROM A SADDLE IN THE
 QT0201'RIDGE SOUTH OF THE STATION.  BEAR RIGHT AND CLIMB WEST, ALONG
 QT0201'THE NORTH SIDE OF DRAW, TO THE SOUTH RIDGE OF THE HILL THEN UP
 QT0201'THIS RIDGE TO THE STATION FOR A DISTANCE OF 0.6 MILE FROM THE
 QT0201'GATE MENTIONED ABOVE.
 QT0201'
 QT0201'THE STATION MARK IS A STANDARD DISK STAMPED MAURINE 1951 CEMENTED
 QT0201'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 QT0201'1 INCH ABOVE GROUND.
 QT0201'
 QT0201'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED MAURINE
 QT0201'NO 1 1951 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QT0201'MONUMENT PROJECTING 2 INCHES ABOVE GROUND, IS AT THE SAME
 QT0201'ELEVATION AS THE STATION.
 QT0201'
 QT0201'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED MAURINE
 QT0201'NO 2 1951 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QT0201'MONUMENT PROJECTING 3 INCHES ABOVE GROUND, IS ABOUT 15 INCHES
 QT0201'BELOW STATION ELEVATION.
 QT0201'
 QT0201'THE AZIMUTH MARK, A STANDARD DISK STAMPED MAURINE 1951 CEMENTED
 QT0201'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 QT0201'3 INCHES ABOVE GROUND, IS 50.8 FEET SOUTH OF THE CENTERLINE
 QT0201'OF U.S. HIGHWAY 212, 13.6 FEET WEST OF THE WEST GATE POST OF A
 QT0201'GATE, AND 2.1 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 QT0201
 QT0201                          STATION RECOVERY (1963)
 QT0201
 QT0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QT0201'2.8 MI E FROM MAURINE.
 QT0201'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0201'MAURINE, THENCE 0.3 SOUTH ACROSS COUNTRY TO THE CREST OF A LARGE
 QT0201'HILL, ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 QT0201'CONCRETE POST PROJECTING 5 INCHES.
 QT0201
 QT0201                          STATION RECOVERY (1996)
 QT0201
 QT0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0201'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0201'OFFICE IN MUD BUTTE, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A
 QT0201'DRIVEWAY, THENCE 0.3 KM (0.20 MI) EASTERLY ACROSS COUNTRY TO THE
 QT0201'HIGHEST POINT IN THE AREA, 9.7 M (31.8 FT) NORTHWEST OF REFERENCE MARK
 QT0201'1, 9.6 M (31.5 FT) SOUTH OF REFERENCE MARK 2, AND THE MONUMENT
 QT0201'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QT0201'IS ON PROPERTY OWNED BY DAVID HINES, HCR 71, BOX 30, FAITH, SD 57626,
 QT0201'TELEPHONE NUMBER (605) 748-2414.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0199 ***********************************************************************
 QT0199  DESIGNATION -  MAURINE AZ MK
 QT0199  PID         -  QT0199
 QT0199  STATE/COUNTY-  SD/MEADE
 QT0199  COUNTRY     -  US
 QT0199  USGS QUAD   -  MAURINE (2017)
 QT0199
 QT0199                         *CURRENT SURVEY CONTROL
 QT0199  ______________________________________________________________________
 QT0199* NAD 83(1986) POSITION- 45 01 34.     (N) 102 32 47.     (W)   SCALED
 QT0199* NAVD 88 ORTHO HEIGHT -   872.992 (meters)     2864.14  (feet) ADJUSTED
 QT0199  ______________________________________________________________________
 QT0199  GEOID HEIGHT    -        -18.138 (meters)                     GEOID18
 QT0199  DYNAMIC HEIGHT  -        872.806 (meters)     2863.53  (feet) COMP
 QT0199  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 QT0199
 QT0199  VERT ORDER      -  FIRST     CLASS II
 QT0199
 QT0199.The horizontal coordinates were scaled from a map and have
 QT0199.an estimated accuracy of +/- 6 seconds.
 QT0199
 QT0199.The orthometric height was determined by differential leveling and
 QT0199.adjusted by the NATIONAL GEODETIC SURVEY
 QT0199.in July 1998.
 QT0199
 QT0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0199.GEOID18 height accuracy estimate available here.
 QT0199
 QT0199.Click photographs - Photos may exist for this station.
 QT0199
 QT0199.The dynamic height is computed by dividing the NAVD 88
 QT0199.geopotential number by the normal gravity value computed on the
 QT0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0199.degrees latitude (g = 980.6199 gals.).
 QT0199
 QT0199.The modeled gravity was interpolated from observed gravity values.
 QT0199
 QT0199;                    North         East    Units  Estimated Accuracy
 QT0199;SPC SD N     -   135,700.      399,360.      MT  (+/- 180 meters Scaled)
 QT0199
 QT0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK932887(NAD 83)
 QT0199
 QT0199                          SUPERSEDED SURVEY CONTROL
 QT0199
 QT0199  NAVD 88 (06/15/91)  872.996  (m)         2864.15   (f) SUPERSEDED  1 2
 QT0199  NGVD 29 (??/??/92)  872.532  (m)         2862.63   (f) ADJ UNCH    1 2
 QT0199
 QT0199.Superseded values are not recommended for survey control.
 QT0199
 QT0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0199.See file dsdata.pdf to determine how the superseded data were derived.
 QT0199
 QT0199_MARKER: DZ = AZIMUTH MARK DISK
 QT0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0199_STAMPING: MAURINE 1951
 QT0199_MARK LOGO: CGS
 QT0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0199+STABILITY: SURFACE MOTION
 QT0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0199+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0199
 QT0199  HISTORY     - Date     Condition        Report By
 QT0199  HISTORY     - 1951     MONUMENTED       CGS
 QT0199  HISTORY     - 1963     GOOD             CGS
 QT0199  HISTORY     - 19960425 GOOD             NGS
 QT0199
 QT0199                          STATION DESCRIPTION
 QT0199
 QT0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0199'2.4 MI E FROM MAURINE.
 QT0199'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0199'MAURINE, IN SECTION 4, T 12 N, R 13 E, AT A DIM TRACK ROAD
 QT0199'LEADING SOUTH, 24 FEET WEST OF THE CENTER OF A GATE, 50 FEET
 QT0199'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE,
 QT0199'2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 QT0199'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 QT0199'PROJECTING 4 INCHES.
 QT0199
 QT0199                          STATION RECOVERY (1996)
 QT0199
 QT0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0199'26.5 KM (16.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0199'OFFICE IN MUD BUTTE, 621.0 M (2037.4 FT) EAST OF MILEPOST 89, 15.1 M
 QT0199'(49.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) WEST OF THE
 QT0199'CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT) EAST OF A METAL
 QT0199'GUARD POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M
 QT0199'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 QT0199'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0202 ***********************************************************************
 QT0202  DESIGNATION -  MAURINE RM 1
 QT0202  PID         -  QT0202
 QT0202  STATE/COUNTY-  SD/MEADE
 QT0202  COUNTRY     -  US
 QT0202  USGS QUAD   -  MAURINE (2017)
 QT0202
 QT0202                         *CURRENT SURVEY CONTROL
 QT0202  ______________________________________________________________________
 QT0202* NAD 83(1986) POSITION- 45 01 14.59   (N) 102 32 58.76   (W)   HD_HELD1
 QT0202* NAVD 88 ORTHO HEIGHT -   924.064 (meters)     3031.70  (feet) ADJUSTED
 QT0202  ______________________________________________________________________
 QT0202  GEOID HEIGHT    -        -18.129 (meters)                     GEOID18
 QT0202  DYNAMIC HEIGHT  -        923.869 (meters)     3031.06  (feet) COMP
 QT0202  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 QT0202
 QT0202  VERT ORDER      -  FIRST     CLASS II
 QT0202
 QT0202.The horizontal coordinates were determined by differentially corrected
 QT0202.hand held GPS observations or other comparable positioning techniques
 QT0202.and have an estimated accuracy of +/- 3 meters.
 QT0202
 QT0202.The orthometric height was determined by differential leveling and
 QT0202.adjusted by the NATIONAL GEODETIC SURVEY
 QT0202.in July 1998.
 QT0202
 QT0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0202.GEOID18 height accuracy estimate available here.
 QT0202
 QT0202.Click photographs - Photos may exist for this station.
 QT0202
 QT0202.The dynamic height is computed by dividing the NAVD 88
 QT0202.geopotential number by the normal gravity value computed on the
 QT0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0202.degrees latitude (g = 980.6199 gals.).
 QT0202
 QT0202.The modeled gravity was interpolated from observed gravity values.
 QT0202
 QT0202;                    North         East    Units  Estimated Accuracy
 QT0202;SPC SD N     -   135,109.2     399,085.6     MT  (+/- 3 meters HH1 GPS) 
 QT0202
 QT0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9305588173(NAD 83)
 QT0202
 QT0202                          SUPERSEDED SURVEY CONTROL
 QT0202
 QT0202  NAVD 88 (06/15/91)  924.087  (m)         3031.78   (f) SUPERSEDED  1 2
 QT0202  NGVD 29 (??/??/92)  923.626  (m)         3030.26   (f) ADJ UNCH    1 2
 QT0202
 QT0202.Superseded values are not recommended for survey control.
 QT0202
 QT0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0202.See file dsdata.pdf to determine how the superseded data were derived.
 QT0202
 QT0202_MARKER: DR = REFERENCE MARK DISK
 QT0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0202_STAMPING: MAURINE NO 1 1951
 QT0202_MARK LOGO: CGS
 QT0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0202+STABILITY: SURFACE MOTION
 QT0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0202+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0202
 QT0202  HISTORY     - Date     Condition        Report By
 QT0202  HISTORY     - 1951     MONUMENTED       CGS
 QT0202  HISTORY     - 1963     GOOD             CGS
 QT0202  HISTORY     - 19960425 GOOD             NGS
 QT0202
 QT0202                          STATION DESCRIPTION
 QT0202
 QT0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0202'2.8 MI E FROM MAURINE.
 QT0202'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0202'MAURINE, THENCE 0.3 MILE SOUTH ACROSS COUNTRY TO THE CREST OF A
 QT0202'LARGE HILL, 31.0 FEET EAST OF MAURINE 1951, ABOVE THE LEVEL OF
 QT0202'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QT0202'5 INCHES.
 QT0202
 QT0202                          STATION RECOVERY (1996)
 QT0202
 QT0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0202'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0202'OFFICE IN MUD BUTTE, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A
 QT0202'DRIVEWAY, THENCE 0.3 KM (0.20 MI) EASTERLY ACROSS COUNTRY TO THE
 QT0202'HIGHEST POINT IN THE AREA, 18.3 M (60.0 FT) SOUTH-SOUTHEAST OF
 QT0202'REFERENCE MARK 2, 9.7 M (31.8 FT) SOUTHEAST OF TRIANGULATION STATION
 QT0202'MAURINE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0202'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DAVID HINES, HCR
 QT0202'71, BOX 30, FAITH, SD 57626, TELEPHONE NUMBER (605) 748-2414.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0200 ***********************************************************************
 QT0200  DESIGNATION -  MAURINE RM 2
 QT0200  PID         -  QT0200
 QT0200  STATE/COUNTY-  SD/MEADE
 QT0200  COUNTRY     -  US
 QT0200  USGS QUAD   -  MAURINE (2017)
 QT0200
 QT0200                         *CURRENT SURVEY CONTROL
 QT0200  ______________________________________________________________________
 QT0200* NAD 83(1986) POSITION- 45 01 15.10   (N) 102 32 59.20   (W)   HD_HELD1
 QT0200* NAVD 88 ORTHO HEIGHT -   923.492 (meters)     3029.82  (feet) ADJUSTED
 QT0200  ______________________________________________________________________
 QT0200  GEOID HEIGHT    -        -18.129 (meters)                     GEOID18
 QT0200  DYNAMIC HEIGHT  -        923.297 (meters)     3029.18  (feet) COMP
 QT0200  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 QT0200
 QT0200  VERT ORDER      -  FIRST     CLASS II
 QT0200
 QT0200.The horizontal coordinates were determined by differentially corrected
 QT0200.hand held GPS observations or other comparable positioning techniques
 QT0200.and have an estimated accuracy of +/- 3 meters.
 QT0200
 QT0200.The orthometric height was determined by differential leveling and
 QT0200.adjusted by the NATIONAL GEODETIC SURVEY
 QT0200.in July 1998.
 QT0200
 QT0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0200.GEOID18 height accuracy estimate available here.
 QT0200
 QT0200.Click photographs - Photos may exist for this station.
 QT0200
 QT0200.The dynamic height is computed by dividing the NAVD 88
 QT0200.geopotential number by the normal gravity value computed on the
 QT0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0200.degrees latitude (g = 980.6199 gals.).
 QT0200
 QT0200.The modeled gravity was interpolated from observed gravity values.
 QT0200
 QT0200;                    North         East    Units  Estimated Accuracy
 QT0200;SPC SD N     -   135,125.2     399,076.5     MT  (+/- 3 meters HH1 GPS) 
 QT0200
 QT0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9304488188(NAD 83)
 QT0200
 QT0200                          SUPERSEDED SURVEY CONTROL
 QT0200
 QT0200  NAVD 88 (06/15/91)  923.520  (m)         3029.92   (f) SUPERSEDED  1 2
 QT0200  NGVD 29 (??/??/92)  923.059  (m)         3028.40   (f) ADJ UNCH    1 2
 QT0200
 QT0200.Superseded values are not recommended for survey control.
 QT0200
 QT0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0200.See file dsdata.pdf to determine how the superseded data were derived.
 QT0200
 QT0200_MARKER: DR = REFERENCE MARK DISK
 QT0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0200_STAMPING: MAURINE NO 2 1951
 QT0200_MARK LOGO: CGS
 QT0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0200+STABILITY: SURFACE MOTION
 QT0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0200+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0200
 QT0200  HISTORY     - Date     Condition        Report By
 QT0200  HISTORY     - 1951     MONUMENTED       CGS
 QT0200  HISTORY     - 1963     GOOD             CGS
 QT0200  HISTORY     - 19960425 GOOD             NGS
 QT0200
 QT0200                          STATION DESCRIPTION
 QT0200
 QT0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0200'2.8 MI E FROM MAURINE.
 QT0200'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0200'MAURINE, THENCE 0.3 MILE SOUTH ACROSS COUNTRY TO THE CREST OF
 QT0200'A LARGE HILL, 31.5 FEET WEST-NORTHWEST OF MAURINE 1951, ABOVE
 QT0200'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 QT0200'PROJECTING 5 INCHES.
 QT0200
 QT0200                          STATION RECOVERY (1996)
 QT0200
 QT0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0200'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0200'OFFICE IN MUD BUTTE, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A
 QT0200'DRIVEWAY, THENCE 0.3 KM (0.20 MI) EASTERLY ACROSS COUNTRY TO THE
 QT0200'HIGHEST POINT IN THE AREA, 18.3 M (60.0 FT) NORTH-NORTHWEST OF
 QT0200'REFERENCE MARK 1, 9.7 M (31.8 FT) NORTH OF TRIANGULATION STATION
 QT0200'MAURINE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0200'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DAVID HINES, HCR
 QT0200'71, BOX 30, FAITH, SD 57626, TELEPHONE NUMBER (605) 748-2414.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8713 ***********************************************************************
 AC8713  DESIGNATION -  MBG C
 AC8713  PID         -  AC8713
 AC8713  STATE/COUNTY-  SD/WALWORTH
 AC8713  COUNTRY     -  US
 AC8713  USGS QUAD   -  MOBRIDGE (2017)
 AC8713
 AC8713                         *CURRENT SURVEY CONTROL
 AC8713  ______________________________________________________________________
 AC8713* NAD 83(1986) POSITION- 45 32 47.     (N) 100 24 31.     (W)   SCALED
 AC8713* NAVD 88 ORTHO HEIGHT -   515.078 (meters)     1689.89  (feet) ADJUSTED
 AC8713  ______________________________________________________________________
 AC8713  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 AC8713  DYNAMIC HEIGHT  -        515.032 (meters)     1689.73  (feet) COMP
 AC8713  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 AC8713
 AC8713  VERT ORDER      -  FIRST     CLASS II
 AC8713
 AC8713.This mark is at Mobridge Airport (MBG)
 AC8713
 AC8713.The horizontal coordinates were scaled from a map and have
 AC8713.an estimated accuracy of +/- 6 seconds.
 AC8713
 AC8713.The orthometric height was determined by differential leveling and
 AC8713.adjusted by the NATIONAL GEODETIC SURVEY
 AC8713.in July 1998.
 AC8713
 AC8713.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8713.GEOID18 height accuracy estimate available here.
 AC8713
 AC8713.Click photographs - Photos may exist for this station.
 AC8713
 AC8713.The dynamic height is computed by dividing the NAVD 88
 AC8713.geopotential number by the normal gravity value computed on the
 AC8713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8713.degrees latitude (g = 980.6199 gals.).
 AC8713
 AC8713.The modeled gravity was interpolated from observed gravity values.
 AC8713
 AC8713;                    North         East    Units  Estimated Accuracy
 AC8713;SPC SD N     -   190,440.      568,090.      MT  (+/- 180 meters Scaled)
 AC8713
 AC8713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR900446(NAD 83)
 AC8713
 AC8713                          SUPERSEDED SURVEY CONTROL
 AC8713
 AC8713.No superseded survey control is available for this station.
 AC8713
 AC8713_MARKER: DD = SURVEY DISK
 AC8713_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8713_STAMPING: MBG C 1995
 AC8713_MARK LOGO: NGS
 AC8713_PROJECTION: FLUSH
 AC8713_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8713+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1997
 AC8713_ROD/PIPE-DEPTH: 1 meters
 AC8713
 AC8713  HISTORY     - Date     Condition        Report By
 AC8713  HISTORY     - 1995     MONUMENTED       NGS
 AC8713  HISTORY     - 19970319 GOOD             NGS
 AC8713
 AC8713                          STATION DESCRIPTION
 AC8713
 AC8713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 AC8713'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF GLENHAM, 1.0 MI
 AC8713'(1.6 KM) EAST OF MOBRIDGE AND AT THE MOBRIDGE MUNICIPAL AIRPORT.
 AC8713'OWNERSHIP--CITY OF MOBRIDGE, PO BOX 322, MOBRIDGE SD 57601.  AIRPORT
 AC8713'MANAGER IS VIRGIL LENLING, PHONE 605-845-2977.  TO REACH THE STATION
 AC8713'FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND MAIN STREET IN THE CENTER
 AC8713'OF MOBRIDGE, GO EAST ON U.S. HIGHWAY 12 FOR 1.3 MI (2.1 KM) TO AN
 AC8713'INTERSECTION.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.35 MI
 AC8713'(0.56 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE
 AC8713'AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE FUEL PUMPS ON THE
 AC8713'LEFT AND THE APRON AHEAD.  BEAR LEFT AND GO NORTHEASTERLY CROSSING THE
 AC8713'APRON, THEN ON THE CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 AC8713'RUNWAY.  TURN LEFT AND GO NORTHWEST ON THE RUNWAY FOR 0.3 MI (0.5 KM)
 AC8713'TO THE STATION ON THE LEFT.  THE STATION IS THE CENTER OF A 5 CM
 AC8713'SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) FENO PIPE, ENCASED IN A
 AC8713'5-INCH PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AC8713'AND CONCRETE ARE FLUSH WITH GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AC8713'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  LOCATED 193.0 FT (58.8 M)
 AC8713'NORTHWEST OF THE SOUTHWEST END OF A METAL PIPE CULVERT, 147.6 FT (45.0
 AC8713'M) SOUTHWEST OF THE RUNWAY CENTER, 100.2 FT (30.5 M) SOUTHWEST (IN
 AC8713'LINE WITH OPPOSITE SIDES) OF A RUNWAY LIGHT AND 1.8 FT (0.5 M)
 AC8713'NORTHEAST OF A SHORT WITNESS POST. THIS IS A SECONDARY AIRPORT CONTROL
 AC8713'STATION.
 AC8713
 AC8713                          STATION RECOVERY (1997)
 AC8713
 AC8713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8713'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AC8713'MAIN STREET IN MOBRIDGE, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG
 AC8713'AIRPORT ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE AIRPORT
 AC8713'ENTRANCE ROAD, AN APRON, AND A CONNECTOR, THENCE 0.5 KM (0.30 MI)
 AC8713'NORTHWESTERLY ALONG A RUNWAY, 114.7 M (376.3 FT) SOUTHWEST OF THE
 AC8713'RUNWAY CENTER, 100.1 M (328.4 FT) SOUTHWEST OF A RUNWAY LIGHT, AND 0.5
 AC8713'M (1.6 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE DISK IS SET IN THE
 AC8713'TOP OF A 1.0 M (3.3 FT) FENO PIPE.  ACCESS TO THE DATUM POINT IS
 AC8713'THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON PROPERTY OWNED BY
 AC8713'MOBRIDGE MUNICIPAL AIRPORT, MOBRIDGE, SD 57601, TELEPHONE NUMBER (605)
 AC8713'845-2977.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0243 ***********************************************************************
 PT0243  DESIGNATION -  MC .0002
 PT0243  PID         -  PT0243
 PT0243  STATE/COUNTY-  SD/STANLEY
 PT0243  COUNTRY     -  US
 PT0243  USGS QUAD   -  OAHE DAM (2017)
 PT0243
 PT0243                         *CURRENT SURVEY CONTROL
 PT0243  ______________________________________________________________________
 PT0243* NAD 83(1986) POSITION- 44 23 47.     (N) 100 26 13.     (W)   SCALED
 PT0243* NAVD 88 ORTHO HEIGHT -   543.36  (+/-2cm)     1782.7   (feet) VERTCON3
 PT0243  ______________________________________________________________________
 PT0243  GEOID HEIGHT    -        -23.294 (meters)                     GEOID18
 PT0243  VERT ORDER      -  ? (See Below)
 PT0243
 PT0243.The horizontal coordinates were scaled from a map and have
 PT0243.an estimated accuracy of +/- 6 seconds.
 PT0243
 PT0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0243
 PT0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0243.GEOID18 height accuracy estimate available here.
 PT0243
 PT0243.The vertical order pertains to the NGVD 29 superseded value.
 PT0243
 PT0243.Click photographs - Photos may exist for this station.
 PT0243
 PT0243;                    North         East    Units  Estimated Accuracy
 PT0243;SPC SD S     -   229,200.      591,750.      MT  (+/- 180 meters Scaled)
 PT0243
 PT0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ855169(NAD 83)
 PT0243
 PT0243                          SUPERSEDED SURVEY CONTROL
 PT0243
 PT0243  NGVD 29 (??/??/92)  542.978  (m)         1781.42   (f) ADJ UNCH       
 PT0243
 PT0243.Superseded values are not recommended for survey control.
 PT0243
 PT0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0243.See file dsdata.pdf to determine how the superseded data were derived.
 PT0243
 PT0243_MARKER: P = PIPE CAP
 PT0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0243_STAMPING: MC .0002 1922
 PT0243_MARK LOGO: USGS
 PT0243_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0243
 PT0243  HISTORY     - Date     Condition        Report By
 PT0243  HISTORY     - 1922     MONUMENTED       USGS
 PT0243  HISTORY     - 1934     GOOD             CGS
 PT0243
 PT0243                          STATION DESCRIPTION
 PT0243
 PT0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0243'4.8 MI NW FROM FORT PIERRE.
 PT0243'ALONG U.S. HIGHWAY 14 AT CREST OF RISE.  CAP ON TOP OF ONE INCH
 PT0243'IRON PIPE, 70 FEET NORTHEAST OF HIGHWAY AND 7 FEET EAST OF
 PT0243'RIGHT-OF-WAY FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0145 ***********************************************************************
 PU0145  DESIGNATION -  MC 0062
 PU0145  PID         -  PU0145
 PU0145  STATE/COUNTY-  SD/MEADE
 PU0145  COUNTRY     -  US
 PU0145  USGS QUAD   -  WHITE OWL (2017)
 PU0145
 PU0145                         *CURRENT SURVEY CONTROL
 PU0145  ______________________________________________________________________
 PU0145* NAD 83(1986) POSITION- 44 35 27.     (N) 102 26 30.     (W)   SCALED
 PU0145* NAVD 88 ORTHO HEIGHT -   848.454 (meters)     2783.64  (feet) ADJUSTED
 PU0145  ______________________________________________________________________
 PU0145  GEOID HEIGHT    -        -18.726 (meters)                     GEOID18
 PU0145  DYNAMIC HEIGHT  -        848.231 (meters)     2782.90  (feet) COMP
 PU0145  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 PU0145
 PU0145  VERT ORDER      -  SECOND    CLASS 0
 PU0145
 PU0145.The horizontal coordinates were scaled from a map and have
 PU0145.an estimated accuracy of +/- 6 seconds.
 PU0145
 PU0145.The orthometric height was determined by differential leveling and
 PU0145.adjusted by the NATIONAL GEODETIC SURVEY
 PU0145.in June 1991.
 PU0145
 PU0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0145.GEOID18 height accuracy estimate available here.
 PU0145
 PU0145.Click photographs - Photos may exist for this station.
 PU0145
 PU0145.The dynamic height is computed by dividing the NAVD 88
 PU0145.geopotential number by the normal gravity value computed on the
 PU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0145.degrees latitude (g = 980.6199 gals.).
 PU0145
 PU0145.The modeled gravity was interpolated from observed gravity values.
 PU0145
 PU0145;                    North         East    Units  Estimated Accuracy
 PU0145;SPC SD N     -    87,100.      406,150.      MT  (+/- 180 meters Scaled)
 PU0145
 PU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK030406(NAD 83)
 PU0145
 PU0145                          SUPERSEDED SURVEY CONTROL
 PU0145
 PU0145  NGVD 29 (??/??/92)  847.977  (m)         2782.07   (f) ADJ UNCH    2 0
 PU0145
 PU0145.Superseded values are not recommended for survey control.
 PU0145
 PU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0145.See file dsdata.pdf to determine how the superseded data were derived.
 PU0145
 PU0145_MARKER: P = PIPE CAP
 PU0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU0145_STAMPING: MC 0062 1922
 PU0145_MARK LOGO: USGS
 PU0145_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0145
 PU0145  HISTORY     - Date     Condition        Report By
 PU0145  HISTORY     - 1922     MONUMENTED       USGS
 PU0145  HISTORY     - 1963     GOOD             CGS
 PU0145  HISTORY     - 1980     GOOD             NGS
 PU0145  HISTORY     - 19950605 MARK NOT FOUND   NGS
 PU0145
 PU0145                          STATION DESCRIPTION
 PU0145
 PU0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0145'0.7 MI W FROM WHITE OWL.
 PU0145'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0145'POST OFFICE AT WHITE OWL, OR 6.45 MILES EAST ALONG STATE
 PU0145'HIGHWAY 34 FROM THE STORE AND POST OFFICE AT ENNING, 46 1/2 FEET
 PU0145'SOUTHEAST OF THE CENTER OF A ROAD JUNCTION, 32 FEET SOUTH OF THE
 PU0145'CENTER LINE OF THE HIGHWAY, 17 FEET NORTH-NORTHEAST OF A
 PU0145'POWER POLE, 5 1/2 FEET EAST OF A T-FENCE CORNER, 1 1/2 FEET NORTH
 PU0145'OF A GATE, NEAR THE CENTER OF THE GATE, A U.S. GEOLOGICAL SURVEY
 PU0145'CAP RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1 INCH.
 PU0145
 PU0145                          STATION RECOVERY (1980)
 PU0145
 PU0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PU0145'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 34, 32 FEET SOUTH OF CENTER
 PU0145'OF STATE HIGHWAY 34, 5.5 FEET EAST OF FENCE CORNER, NEAR THE CENTER
 PU0145'OF GATE DESCRIPTION TO THIS MARK MAY CHANGE WHEN STATE HIGHWAY 34 IS
 PU0145'REBUILT.
 PU0145
 PU0145                          STATION RECOVERY (1995)
 PU0145
 PU0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0145'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0140 ***********************************************************************
 PU0140  DESIGNATION -  MC 0064
 PU0140  PID         -  PU0140
 PU0140  STATE/COUNTY-  SD/MEADE
 PU0140  COUNTRY     -  US
 PU0140  USGS QUAD   -  WHITE OWL (2017)
 PU0140
 PU0140                         *CURRENT SURVEY CONTROL
 PU0140  ______________________________________________________________________
 PU0140* NAD 83(1986) POSITION- 44 34 31.     (N) 102 28 53.     (W)   SCALED
 PU0140* NAVD 88 ORTHO HEIGHT -   878.608 (meters)     2882.57  (feet) ADJUSTED
 PU0140  ______________________________________________________________________
 PU0140  GEOID HEIGHT    -        -18.631 (meters)                     GEOID18
 PU0140  DYNAMIC HEIGHT  -        878.374 (meters)     2881.80  (feet) COMP
 PU0140  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 PU0140
 PU0140  VERT ORDER      -  SECOND    CLASS 0
 PU0140
 PU0140.The horizontal coordinates were scaled from a map and have
 PU0140.an estimated accuracy of +/- 6 seconds.
 PU0140
 PU0140.The orthometric height was determined by differential leveling and
 PU0140.adjusted by the NATIONAL GEODETIC SURVEY
 PU0140.in June 1991.
 PU0140
 PU0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0140.GEOID18 height accuracy estimate available here.
 PU0140
 PU0140.Click photographs - Photos may exist for this station.
 PU0140
 PU0140.The dynamic height is computed by dividing the NAVD 88
 PU0140.geopotential number by the normal gravity value computed on the
 PU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0140.degrees latitude (g = 980.6199 gals.).
 PU0140
 PU0140.The modeled gravity was interpolated from observed gravity values.
 PU0140
 PU0140;                    North         East    Units  Estimated Accuracy
 PU0140;SPC SD N     -    85,470.      402,950.      MT  (+/- 180 meters Scaled)
 PU0140
 PU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK999388(NAD 83)
 PU0140
 PU0140                          SUPERSEDED SURVEY CONTROL
 PU0140
 PU0140  NGVD 29 (??/??/92)  878.128  (m)         2880.99   (f) ADJ UNCH    2 0
 PU0140
 PU0140.Superseded values are not recommended for survey control.
 PU0140
 PU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0140.See file dsdata.pdf to determine how the superseded data were derived.
 PU0140
 PU0140_MARKER: P = PIPE CAP
 PU0140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU0140_STAMPING: MC 0064 1922
 PU0140_MARK LOGO: USGS
 PU0140_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0140
 PU0140  HISTORY     - Date     Condition        Report By
 PU0140  HISTORY     - 1922     MONUMENTED       USGS
 PU0140  HISTORY     - 1934     GOOD             CGS
 PU0140  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU0140
 PU0140                          STATION DESCRIPTION
 PU0140
 PU0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0140'4 MI E FROM ENNING.
 PU0140'4.0 MILES EAST ALONG STATE HIGHWAY 34 FROM ENNING, 45 FEET
 PU0140'SOUTHEAST OF THE APPARENT CORNER OF SECS. 12, 13, 7, AND 18, AND
 PU0140'A T-ROAD LEADING SOUTH, AND 4.5 FEET SOUTHEAST OF A CORNER
 PU0140'FENCE POST.  A USGS STANDARD CAP, STAMPED MC 0064 1922 AND
 PU0140'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 PU0140
 PU0140                          STATION RECOVERY (1963)
 PU0140
 PU0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1046 ***********************************************************************
 PU1046  DESIGNATION -  MC 0065
 PU1046  PID         -  PU1046
 PU1046  STATE/COUNTY-  SD/MEADE
 PU1046  COUNTRY     -  US
 PU1046  USGS QUAD   -  ENNING (2017)
 PU1046
 PU1046                         *CURRENT SURVEY CONTROL
 PU1046  ______________________________________________________________________
 PU1046* NAD 83(1996) POSITION- 44 34 33.82427(N) 102 30 07.01948(W)   ADJUSTED
 PU1046* NAVD 88 ORTHO HEIGHT -   897.861 (meters)     2945.73  (feet) ADJUSTED
 PU1046  ______________________________________________________________________
 PU1046  GEOID HEIGHT    -        -18.575 (meters)                     GEOID18
 PU1046  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 PU1046  DYNAMIC HEIGHT  -        897.622 (meters)     2944.95  (feet) COMP
 PU1046  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 PU1046
 PU1046  HORZ ORDER      -  SECOND
 PU1046  VERT ORDER      -  SECOND    CLASS 0
 PU1046
 PU1046.The horizontal coordinates were established by classical geodetic methods
 PU1046.and adjusted by the National Geodetic Survey in January 1998.
 PU1046
 PU1046.The orthometric height was determined by differential leveling and
 PU1046.adjusted by the NATIONAL GEODETIC SURVEY
 PU1046.in June 1991.
 PU1046
 PU1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1046.GEOID18 height accuracy estimate available here.
 PU1046
 PU1046.Click photographs - Photos may exist for this station.
 PU1046
 PU1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1046
 PU1046.The dynamic height is computed by dividing the NAVD 88
 PU1046.geopotential number by the normal gravity value computed on the
 PU1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1046.degrees latitude (g = 980.6199 gals.).
 PU1046
 PU1046.The modeled gravity was interpolated from observed gravity values.
 PU1046
 PU1046. The following values were computed from the NAD 83(1996) position.
 PU1046
 PU1046;                    North         East     Units Scale Factor Converg.
 PU1046;SPC SD N     -    85,604.120   401,316.836   MT  0.99997328   -1 46 14.6
 PU1046;SPC SD N     -   280,852.85  1,316,653.65   sFT  0.99997328   -1 46 14.6
 PU1046;UTM  13      - 4,938,893.538   698,332.023   MT  1.00008375   +1 45 13.8
 PU1046
 PU1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1046!SPC SD N     -   0.99986215  x   0.99997328  =   0.99983544
 PU1046!UTM  13      -   0.99986215  x   1.00008375  =   0.99994589
 PU1046
 PU1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9833238893(NAD 83)
 PU1046
 PU1046                          SUPERSEDED SURVEY CONTROL
 PU1046
 PU1046  NAD 83(1993)-  44 34 33.81623(N)    102 30 07.01956(W) AD(       ) 2
 PU1046  NAD 83(1986)-  44 34 33.81611(N)    102 30 07.01938(W) AD(       ) 2
 PU1046  NAD 27      -  44 34 33.85710(N)    102 30 05.41860(W) AD(       ) 2
 PU1046  NGVD 29 (??/??/92)  897.381  (m)         2944.16   (f) ADJ UNCH    2 0
 PU1046  NGVD 29             897.45   (m)         2944.4    (f) LEVELING    3  
 PU1046
 PU1046.Superseded values are not recommended for survey control.
 PU1046
 PU1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1046.See file dsdata.pdf to determine how the superseded data were derived.
 PU1046
 PU1046_MARKER: P = PIPE CAP
 PU1046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1046_STAMPING: MC 0065 1922
 PU1046_MARK LOGO: USGS
 PU1046_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1046
 PU1046  HISTORY     - Date     Condition        Report By
 PU1046  HISTORY     - 1922     MONUMENTED       USGS
 PU1046  HISTORY     - 1934     GOOD             CGS
 PU1046  HISTORY     - 1951     GOOD             CGS
 PU1046  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1046
 PU1046                          STATION DESCRIPTION
 PU1046
 PU1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1046'3 MI E FROM ENNING.
 PU1046'3.0 MILES EAST ALONG STATE HIGHWAY 34 FROM ENNING, 125 FEET SOUTH
 PU1046'AND 35 FEET EAST OF THE CORNER OF SECS. 11, 12, 13, AND 14,
 PU1046'T 7 N, R 13 E, AND 4.5 FEET NORTHEAST OF A CORNER FENCE POST.
 PU1046'A USGS STANDARD CAP, STAMPED MC 0065 1922 AND RIVETED ON THE TOP
 PU1046'OF A 3-1/2-INCH IRON PIPE.
 PU1046
 PU1046                          STATION RECOVERY (1951)
 PU1046
 PU1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PU1046'B.M. MC 0065 (USGS) IS 131 FEET NORTH OF THE CENTER OF THE
 PU1046'HIGHWAY, AND 5 FEET NORTHEAST OF A T-INTERSECTION OF FENCE
 PU1046'LINES.  THE MARK IS A 2 INCH IRON CAP FASTENED TO THE TOP OF
 PU1046'AN IRON PIPE THAT PROJECTS 2 INCHES.  ON THE SURFACE OF THE
 PU1046'CAP IS A CHISELED CROSS AND STAMPING USGS MC 0065 1922.
 PU1046
 PU1046                          STATION RECOVERY (1963)
 PU1046
 PU1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1041 ***********************************************************************
 PU1041  DESIGNATION -  MC 0066
 PU1041  PID         -  PU1041
 PU1041  STATE/COUNTY-  SD/MEADE
 PU1041  COUNTRY     -  US
 PU1041  USGS QUAD   -  ENNING (2017)
 PU1041
 PU1041                         *CURRENT SURVEY CONTROL
 PU1041  ______________________________________________________________________
 PU1041* NAD 83(1986) POSITION- 44 34 31.     (N) 102 32 33.     (W)   SCALED
 PU1041* NAVD 88 ORTHO HEIGHT -   918.042 (meters)     3011.94  (feet) ADJUSTED
 PU1041  ______________________________________________________________________
 PU1041  GEOID HEIGHT    -        -18.469 (meters)                     GEOID18
 PU1041  DYNAMIC HEIGHT  -        917.792 (meters)     3011.12  (feet) COMP
 PU1041  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 PU1041
 PU1041  VERT ORDER      -  SECOND    CLASS 0
 PU1041
 PU1041.The horizontal coordinates were scaled from a map and have
 PU1041.an estimated accuracy of +/- 6 seconds.
 PU1041
 PU1041.The orthometric height was determined by differential leveling and
 PU1041.adjusted by the NATIONAL GEODETIC SURVEY
 PU1041.in June 1991.
 PU1041
 PU1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1041.GEOID18 height accuracy estimate available here.
 PU1041
 PU1041.Click photographs - Photos may exist for this station.
 PU1041
 PU1041.The dynamic height is computed by dividing the NAVD 88
 PU1041.geopotential number by the normal gravity value computed on the
 PU1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1041.degrees latitude (g = 980.6199 gals.).
 PU1041
 PU1041.The modeled gravity was interpolated from observed gravity values.
 PU1041
 PU1041;                    North         East    Units  Estimated Accuracy
 PU1041;SPC SD N     -    85,620.      398,100.      MT  (+/- 180 meters Scaled)
 PU1041
 PU1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK951387(NAD 83)
 PU1041
 PU1041                          SUPERSEDED SURVEY CONTROL
 PU1041
 PU1041  NGVD 29 (??/??/92)  917.560  (m)         3010.36   (f) ADJ UNCH    2 0
 PU1041
 PU1041.Superseded values are not recommended for survey control.
 PU1041
 PU1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1041.See file dsdata.pdf to determine how the superseded data were derived.
 PU1041
 PU1041_MARKER: P = PIPE CAP
 PU1041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1041_STAMPING: MC 0066 1922
 PU1041_MARK LOGO: USGS
 PU1041_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1041
 PU1041  HISTORY     - Date     Condition        Report By
 PU1041  HISTORY     - 1922     MONUMENTED       USGS
 PU1041  HISTORY     - 1963     GOOD             CGS
 PU1041  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU1041
 PU1041                          STATION DESCRIPTION
 PU1041
 PU1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1041'1 MI E FROM ENNING.
 PU1041'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU1041'POST OFFICE AT ENNING, AT A FENCE JUNCTION, 40 FEET SOUTH OF
 PU1041'THE CENTER LINE OF THE ROAD, 3 1/2 FEET SOUTHWEST OF A FENCE
 PU1041'JUNCTION, 28 FEET WEST OF THE WEST END OF A GATE, 2 1/2 FEET
 PU1041'SOUTH OF A FENCE, 0.6 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PU1041'2 FEET BELOW THE LEVEL OF THE HIGHWAY, A U.S. GEOLOCIAL SURVEY
 PU1041'CAP ON THE TOP OF AN IRON PIPE PROJECTING 4 INCHES.
 PU1041
 PU1041                          STATION RECOVERY (1995)
 PU1041
 PU1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1041'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK MC
 PU1041'0066 RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE
 PU1041'DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1042 ***********************************************************************
 PU1042  DESIGNATION -  MC 0066 RESET
 PU1042  PID         -  PU1042
 PU1042  STATE/COUNTY-  SD/MEADE
 PU1042  COUNTRY     -  US
 PU1042  USGS QUAD   -  ENNING (2017)
 PU1042
 PU1042                         *CURRENT SURVEY CONTROL
 PU1042  ______________________________________________________________________
 PU1042* NAD 83(1986) POSITION- 44 34 31.     (N) 102 32 36.     (W)   SCALED
 PU1042* NAVD 88 ORTHO HEIGHT -   917.539 (meters)     3010.29  (feet) ADJUSTED
 PU1042  ______________________________________________________________________
 PU1042  GEOID HEIGHT    -        -18.467 (meters)                     GEOID18
 PU1042  DYNAMIC HEIGHT  -        917.289 (meters)     3009.47  (feet) COMP
 PU1042  MODELED GRAVITY -    980,313.0   (mgal)                       NAVD 88
 PU1042
 PU1042  VERT ORDER      -  FIRST     CLASS II
 PU1042
 PU1042.The horizontal coordinates were scaled from a map and have
 PU1042.an estimated accuracy of +/- 6 seconds.
 PU1042
 PU1042.The orthometric height was determined by differential leveling and
 PU1042.adjusted by the NATIONAL GEODETIC SURVEY
 PU1042.in October 1997.
 PU1042
 PU1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1042.GEOID18 height accuracy estimate available here.
 PU1042
 PU1042.Click photographs - Photos may exist for this station.
 PU1042
 PU1042.The dynamic height is computed by dividing the NAVD 88
 PU1042.geopotential number by the normal gravity value computed on the
 PU1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1042.degrees latitude (g = 980.6199 gals.).
 PU1042
 PU1042.The modeled gravity was interpolated from observed gravity values.
 PU1042
 PU1042;                    North         East    Units  Estimated Accuracy
 PU1042;SPC SD N     -    85,620.      398,030.      MT  (+/- 180 meters Scaled)
 PU1042
 PU1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK950387(NAD 83)
 PU1042
 PU1042                          SUPERSEDED SURVEY CONTROL
 PU1042
 PU1042.No superseded survey control is available for this station.
 PU1042
 PU1042_MARKER: DD = SURVEY DISK
 PU1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1042_STAMPING: MC 0066 RESET 1972
 PU1042_MARK LOGO: USGS
 PU1042_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1042+STABILITY: SURFACE MOTION
 PU1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1042+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU1042
 PU1042  HISTORY     - Date     Condition        Report By
 PU1042  HISTORY     - 1972     MONUMENTED       USGS
 PU1042  HISTORY     - 19950605 GOOD             NGS
 PU1042
 PU1042                          STATION DESCRIPTION
 PU1042
 PU1042'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PU1042'1 MI E FROM ENNING.
 PU1042'1.0 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU1042'150 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 50 FEET SOUTH OF A
 PU1042'T FENCE CORNER, 32.5 FEET SOUTH OF A TELEPHONE CABLE SIGN, 1
 PU1042'FOOT EAST OF A SECTION LINE FENCE AND METAL WITNESS POST, AND
 PU1042'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT
 PU1042'IS AT HIGHWAY STATION 540+68.  THE ORIGINAL MARK, MC 0066
 PU1042'(U.S.G.S.) 1922, WAS LEFT INTACT.  IT WILL BE REMOVED BY THE
 PU1042'STATION HIGHWAY DEPT. AT TIME OF CONSTRUCTION.
 PU1042
 PU1042                          STATION RECOVERY (1995)
 PU1042
 PU1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1042'10.6 KM (6.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1042'IN UNION CENTER, 813.0 M (2667.3 FT) WEST OF MILEPOST 88, 795.0 M
 PU1042'(2608.3 FT) EAST OF MILEPOST 87, 46.4 M (152.2 FT) SOUTH OF THE
 PU1042'HIGHWAY CENTERLINE, 15.0 M (49.2 FT) SOUTH OF A WITNESS POST AND
 PU1042'FENCE, 6.1 M (20.0 FT) SOUTHWEST OF THE WEST END OF A CULVERT UNDER A
 PU1042'FIELD ENTRANCE ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU1042'0.1 M (0.3 FT) EAST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PU1042'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0914 ***********************************************************************
 PU0914  DESIGNATION -  MC 0070
 PU0914  PID         -  PU0914
 PU0914  STATE/COUNTY-  SD/MEADE
 PU0914  COUNTRY     -  US
 PU0914  USGS QUAD   -  UNION CENTER (2017)
 PU0914
 PU0914                         *CURRENT SURVEY CONTROL
 PU0914  ______________________________________________________________________
 PU0914* NAD 83(1986) POSITION- 44 33 39.     (N) 102 39 38.     (W)   SCALED
 PU0914* NAVD 88 ORTHO HEIGHT -   885.021 (meters)     2903.61  (feet) ADJUSTED
 PU0914  ______________________________________________________________________
 PU0914  GEOID HEIGHT    -        -18.199 (meters)                     GEOID18
 PU0914  DYNAMIC HEIGHT  -        884.772 (meters)     2902.79  (feet) COMP
 PU0914  MODELED GRAVITY -    980,306.7   (mgal)                       NAVD 88
 PU0914
 PU0914  VERT ORDER      -  SECOND    CLASS 0
 PU0914
 PU0914.The horizontal coordinates were scaled from a map and have
 PU0914.an estimated accuracy of +/- 6 seconds.
 PU0914
 PU0914.The orthometric height was determined by differential leveling and
 PU0914.adjusted by the NATIONAL GEODETIC SURVEY
 PU0914.in June 1991.
 PU0914
 PU0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0914.GEOID18 height accuracy estimate available here.
 PU0914
 PU0914.Click photographs - Photos may exist for this station.
 PU0914
 PU0914.The dynamic height is computed by dividing the NAVD 88
 PU0914.geopotential number by the normal gravity value computed on the
 PU0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0914.degrees latitude (g = 980.6199 gals.).
 PU0914
 PU0914.The modeled gravity was interpolated from observed gravity values.
 PU0914
 PU0914;                    North         East    Units  Estimated Accuracy
 PU0914;SPC SD N     -    84,310.      388,670.      MT  (+/- 180 meters Scaled)
 PU0914
 PU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK857368(NAD 83)
 PU0914
 PU0914                          SUPERSEDED SURVEY CONTROL
 PU0914
 PU0914  NGVD 29 (??/??/92)  884.530  (m)         2902.00   (f) ADJ UNCH    2 0
 PU0914
 PU0914.Superseded values are not recommended for survey control.
 PU0914
 PU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0914.See file dsdata.pdf to determine how the superseded data were derived.
 PU0914
 PU0914_MARKER: P = PIPE CAP
 PU0914_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU0914_STAMPING: MC 0070 1922
 PU0914_MARK LOGO: USGS
 PU0914_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0914
 PU0914  HISTORY     - Date     Condition        Report By
 PU0914  HISTORY     - 1922     MONUMENTED       USGS
 PU0914  HISTORY     - 1962     GOOD             CGS
 PU0914
 PU0914                          STATION DESCRIPTION
 PU0914
 PU0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0914'AT UNION CENTER.
 PU0914'0.25 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0914'CENTER, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 PU0914'SOUTHWEST OF THE SOUTHWEST TREE IN A GROVE OF COTTONWOOD TREES,
 PU0914'4.3 FEET NORTHEAST OF THE FENCE POST AT THE SOUTHEAST CORNER OF
 PU0914'SCHOOL YARD, 0.2 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 PU0914'THE HIGHWAY, A PIPE CAP ON THE TOP OF A 1 1/2-INCH PIPE WHICH
 PU0914'PROJECTS 0.3 FOOT.  NOTE-- THIS IS A REGULAR IRON PIPE CAP ON A
 PU0914'PIPE AND IS NOT A USGS DISK AS INDICATED IN THE ORIGINAL
 PU0914'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0915 ***********************************************************************
 PU0915  DESIGNATION -  MC 0070 RESET
 PU0915  PID         -  PU0915
 PU0915  STATE/COUNTY-  SD/MEADE
 PU0915  COUNTRY     -  US
 PU0915  USGS QUAD   -  UNION CENTER (2017)
 PU0915
 PU0915                         *CURRENT SURVEY CONTROL
 PU0915  ______________________________________________________________________
 PU0915* NAD 83(1986) POSITION- 44 33 39.     (N) 102 39 39.     (W)   SCALED
 PU0915* NAVD 88 ORTHO HEIGHT -   885.17  (meters)     2904.1   (feet) RESET
 PU0915  ______________________________________________________________________
 PU0915  GEOID HEIGHT    -        -18.198 (meters)                     GEOID18
 PU0915  VERT ORDER      -  THIRD
 PU0915
 PU0915.The horizontal coordinates were scaled from a map and have
 PU0915.an estimated accuracy of +/- 6 seconds.
 PU0915
 PU0915.The orthometric height was computed from unverified reset data.
 PU0915
 PU0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0915.GEOID18 height accuracy estimate available here.
 PU0915
 PU0915.Click photographs - Photos may exist for this station.
 PU0915
 PU0915;                    North         East    Units  Estimated Accuracy
 PU0915;SPC SD N     -    84,320.      388,650.      MT  (+/- 180 meters Scaled)
 PU0915
 PU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK857368(NAD 83)
 PU0915
 PU0915                          SUPERSEDED SURVEY CONTROL
 PU0915
 PU0915.No superseded survey control is available for this station.
 PU0915
 PU0915_MARKER: DB = BENCH MARK DISK
 PU0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0915_STAMPING: MC 0070 RESET 1972
 PU0915_MARK LOGO: USGS
 PU0915_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0915+STABILITY: SURFACE MOTION
 PU0915
 PU0915  HISTORY     - Date     Condition        Report By
 PU0915  HISTORY     - 1972     MONUMENTED       USGS
 PU0915  HISTORY     - 1972     GOOD             NGS
 PU0915
 PU0915                          STATION DESCRIPTION
 PU0915
 PU0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0915'AT UNION CENTER.
 PU0915'0.25 MILE EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND STORE
 PU0915'IN UNION CENTER, 219 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 PU0915'ON UNION CENTER GRADE SCHOOL GROUNDS, 100 FEET NORTH OF THE
 PU0915'CENTER OF THE HIGHWAY, 33 FEET SOUTH OF A TELEPHONE CABLE INSPECTION
 PU0915'BOX, 3 FEET WEST OF T FENCE CORNER AT SOUTHEAST CORNER OF SCHOOLYARD,
 PU0915'1.4 FEET EAST OF A METAL WITNESS POST, AND SET IN A ROUND
 PU0915'CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS AT HIGHWAY STATION
 PU0915'208+55.  NOTE-- BENCH MARK MC 0070 (USGS) 1922 WAS FOUND IN GOOD
 PU0915'CONDITION AS DESCRIBED.  IT WAS LEFT INTACT AND WILL BE REMOVED BY
 PU0915'THE STATE HIGHWAY DEPT. AT THE TIME OF CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0935 ***********************************************************************
 PU0935  DESIGNATION -  MC 0072
 PU0935  PID         -  PU0935
 PU0935  STATE/COUNTY-  SD/MEADE
 PU0935  COUNTRY     -  US
 PU0935  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0935
 PU0935                         *CURRENT SURVEY CONTROL
 PU0935  ______________________________________________________________________
 PU0935* NAD 83(1986) POSITION- 44 33 40.     (N) 102 45 47.     (W)   SCALED
 PU0935* NAVD 88 ORTHO HEIGHT -   856.545 (meters)     2810.18  (feet) ADJUSTED
 PU0935  ______________________________________________________________________
 PU0935  GEOID HEIGHT    -        -17.946 (meters)                     GEOID18
 PU0935  DYNAMIC HEIGHT  -        856.313 (meters)     2809.42  (feet) COMP
 PU0935  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 PU0935
 PU0935  VERT ORDER      -  SECOND    CLASS 0
 PU0935
 PU0935.The horizontal coordinates were scaled from a map and have
 PU0935.an estimated accuracy of +/- 6 seconds.
 PU0935
 PU0935.The orthometric height was determined by differential leveling and
 PU0935.adjusted by the NATIONAL GEODETIC SURVEY
 PU0935.in June 1991.
 PU0935
 PU0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0935.GEOID18 height accuracy estimate available here.
 PU0935
 PU0935.Click photographs - Photos may exist for this station.
 PU0935
 PU0935.The dynamic height is computed by dividing the NAVD 88
 PU0935.geopotential number by the normal gravity value computed on the
 PU0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0935.degrees latitude (g = 980.6199 gals.).
 PU0935
 PU0935.The modeled gravity was interpolated from observed gravity values.
 PU0935
 PU0935;                    North         East    Units  Estimated Accuracy
 PU0935;SPC SD N     -    84,620.      380,530.      MT  (+/- 180 meters Scaled)
 PU0935
 PU0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK776366(NAD 83)
 PU0935
 PU0935                          SUPERSEDED SURVEY CONTROL
 PU0935
 PU0935  NGVD 29 (??/??/92)  856.064  (m)         2808.60   (f) ADJ UNCH    2 0
 PU0935
 PU0935.Superseded values are not recommended for survey control.
 PU0935
 PU0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0935.See file dsdata.pdf to determine how the superseded data were derived.
 PU0935
 PU0935_MARKER: P = PIPE CAP
 PU0935_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU0935_STAMPING: MC 0072 1922
 PU0935_MARK LOGO: USGS
 PU0935_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0935
 PU0935  HISTORY     - Date     Condition        Report By
 PU0935  HISTORY     - 1922     MONUMENTED       USGS
 PU0935  HISTORY     - 1934     GOOD             CGS
 PU0935  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0935
 PU0935                          STATION DESCRIPTION
 PU0935
 PU0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0935'4.4 MI W FROM UNION CENTER.
 PU0935'4.4 MILES WEST ALONG STATE HIGHWAY 34 FROM UNION CENTER, ABOUT
 PU0935'1 MILE SOUTH AND 2 MILES EAST OF CLOUGH, 25 FEET NORTHEAST OF
 PU0935'THE INTERSECTION WITH A SECTION ROAD, AND 50 FEET NORTHEAST OF
 PU0935'THE CORNER OF SECS. 14, 15, 22, AND 23, T 7 N, R 11 E.  A USGS
 PU0935'STANDARD CAP, STAMPED MC 0072 1922 AND RIVETED ON THE TOP OF A
 PU0935'3-1/2-INCH IRON PIPE.
 PU0935
 PU0935                          STATION RECOVERY (1962)
 PU0935
 PU0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0935'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1187 ***********************************************************************
 PU1187  DESIGNATION -  MC 0088
 PU1187  PID         -  PU1187
 PU1187  STATE/COUNTY-  SD/MEADE
 PU1187  COUNTRY     -  US
 PU1187  USGS QUAD   -  VOLUNTEER (2017)
 PU1187
 PU1187                         *CURRENT SURVEY CONTROL
 PU1187  ______________________________________________________________________
 PU1187* NAD 83(1986) POSITION- 44 30 53.     (N) 103 09 02.     (W)   SCALED
 PU1187* NAVD 88 ORTHO HEIGHT -   792.926 (meters)     2601.46  (feet) ADJUSTED
 PU1187  ______________________________________________________________________
 PU1187  GEOID HEIGHT    -        -16.946 (meters)                     GEOID18
 PU1187  DYNAMIC HEIGHT  -        792.717 (meters)     2600.77  (feet) COMP
 PU1187  MODELED GRAVITY -    980,327.2   (mgal)                       NAVD 88
 PU1187
 PU1187  VERT ORDER      -  SECOND    CLASS 0
 PU1187
 PU1187.The horizontal coordinates were scaled from a map and have
 PU1187.an estimated accuracy of +/- 6 seconds.
 PU1187
 PU1187.The orthometric height was determined by differential leveling and
 PU1187.adjusted by the NATIONAL GEODETIC SURVEY
 PU1187.in June 1991.
 PU1187
 PU1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1187.GEOID18 height accuracy estimate available here.
 PU1187
 PU1187.Click photographs - Photos may exist for this station.
 PU1187
 PU1187.The dynamic height is computed by dividing the NAVD 88
 PU1187.geopotential number by the normal gravity value computed on the
 PU1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1187.degrees latitude (g = 980.6199 gals.).
 PU1187
 PU1187.The modeled gravity was interpolated from observed gravity values.
 PU1187
 PU1187;                    North         East    Units  Estimated Accuracy
 PU1187;SPC SD N     -    80,590.      349,570.      MT  (+/- 180 meters Scaled)
 PU1187
 PU1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK469307(NAD 83)
 PU1187
 PU1187                          SUPERSEDED SURVEY CONTROL
 PU1187
 PU1187  NGVD 29 (??/??/92)  792.447  (m)         2599.89   (f) ADJ UNCH    2 0
 PU1187
 PU1187.Superseded values are not recommended for survey control.
 PU1187
 PU1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1187.See file dsdata.pdf to determine how the superseded data were derived.
 PU1187
 PU1187_MARKER: P = PIPE CAP
 PU1187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1187_STAMPING: MC 0088 1922
 PU1187_MARK LOGO: USGS
 PU1187_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1187
 PU1187  HISTORY     - Date     Condition        Report By
 PU1187  HISTORY     - 1922     MONUMENTED       USGS
 PU1187  HISTORY     - 1934     GOOD             CGS
 PU1187  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1187
 PU1187                          STATION DESCRIPTION
 PU1187
 PU1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1187'21.7 MI E FROM STURGIS.
 PU1187'21.7 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1187'AT STURGIS, 0.7 MILE WEST OF THE BRIDGE OVER BELLE FOURCHE RIVER,
 PU1187'IN THE N.E. 1/4 SECTION 4, T 6 N, R 8 E, AND 40 YARDS SOUTH OF
 PU1187'THE CENTERLINE OF THE HIGHWAY.  A USGS STANDARD CAP, STAMPED MC
 PU1187'0088 1922 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PU1187
 PU1187                          STATION RECOVERY (1963)
 PU1187
 PU1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1190 ***********************************************************************
 PU1190  DESIGNATION -  MC 0089
 PU1190  PID         -  PU1190
 PU1190  STATE/COUNTY-  SD/MEADE
 PU1190  COUNTRY     -  US
 PU1190  USGS QUAD   -  VOLUNTEER (2017)
 PU1190
 PU1190                         *CURRENT SURVEY CONTROL
 PU1190  ______________________________________________________________________
 PU1190* NAD 83(1986) POSITION- 44 31 03.     (N) 103 10 39.     (W)   SCALED
 PU1190* NAVD 88 ORTHO HEIGHT -   835.307 (meters)     2740.50  (feet) POSTED
 PU1190  ______________________________________________________________________
 PU1190  GEOID HEIGHT    -        -16.862 (meters)                     GEOID18
 PU1190  DYNAMIC HEIGHT  -        835.08  (meters)     2739.8   (feet) COMP
 PU1190  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 PU1190
 PU1190  VERT ORDER      -  * POSTED, SEE BELOW
 PU1190
 PU1190.The horizontal coordinates were scaled from a map and have
 PU1190.an estimated accuracy of +/- 6 seconds.
 PU1190
 PU1190.The orthometric height was determined by differential leveling
 PU1190.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1190
 PU1190.* This is a POSTED BENCH MARK height.
 PU1190
 PU1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1190.GEOID18 height accuracy estimate available here.
 PU1190
 PU1190.Click photographs - Photos may exist for this station.
 PU1190
 PU1190.The dynamic height is computed by dividing the NAVD 88
 PU1190.geopotential number by the normal gravity value computed on the
 PU1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1190.degrees latitude (g = 980.6199 gals.).
 PU1190
 PU1190.The modeled gravity was interpolated from observed gravity values.
 PU1190
 PU1190;                    North         East    Units  Estimated Accuracy
 PU1190;SPC SD N     -    80,980.      347,440.      MT  (+/- 180 meters Scaled)
 PU1190
 PU1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK448309(NAD 83)
 PU1190
 PU1190                          SUPERSEDED SURVEY CONTROL
 PU1190
 PU1190  NGVD 29 (??/??/92)  834.822  (m)         2738.91   (f) ADJ UNCH    2 0
 PU1190
 PU1190.Superseded values are not recommended for survey control.
 PU1190
 PU1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1190.See file dsdata.pdf to determine how the superseded data were derived.
 PU1190
 PU1190_MARKER: P = PIPE CAP
 PU1190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1190_STAMPING: MC 0089 1922
 PU1190_MARK LOGO: USGS
 PU1190_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1190
 PU1190  HISTORY     - Date     Condition        Report By
 PU1190  HISTORY     - 1922     MONUMENTED       USGS
 PU1190  HISTORY     - 1934     GOOD             CGS
 PU1190  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1190
 PU1190                          STATION DESCRIPTION
 PU1190
 PU1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1190'21.5 MI E FROM STURGIS.
 PU1190'21.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT
 PU1190'STURGIS, 1.6 MILES WEST OF THE BRIDGE OVER BELLE FOURCHE RIVER,
 PU1190'2,200 FEET EAST OF THE CENTER OF SECS. 5, 6, 31, AND 32, TPS. 6
 PU1190'AND 7 N, R 8 E, AT A CURVE AROUND A CORNER, 20 FEET SOUTHWEST OF
 PU1190'THE HIGHWAY, AND 3 FEET SOUTHWEST OF A CORNER FENCE POST.  A USGS
 PU1190'STANDARD CAP, STAMPED MC 0089 1922 AND RIVETED ON THE TOP OF A
 PU1190'3-1/2-INCH IRON PIPE.
 PU1190
 PU1190                          STATION RECOVERY (1963)
 PU1190
 PU1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0617 ***********************************************************************
 PU0617  DESIGNATION -  MC 10
 PU0617  PID         -  PU0617
 PU0617  STATE/COUNTY-  SD/PENNINGTON
 PU0617  COUNTRY     -  US
 PU0617  USGS QUAD   -  OWANKA SW (2017)
 PU0617
 PU0617                         *CURRENT SURVEY CONTROL
 PU0617  ______________________________________________________________________
 PU0617* NAD 83(1986) POSITION- 44 04 13.     (N) 102 43 05.     (W)   SCALED
 PU0617* NAVD 88 ORTHO HEIGHT -   825.062 (meters)     2706.89  (feet) ADJUSTED
 PU0617  ______________________________________________________________________
 PU0617  GEOID HEIGHT    -        -17.802 (meters)                     GEOID18
 PU0617  DYNAMIC HEIGHT  -        824.806 (meters)     2706.05  (feet) COMP
 PU0617  MODELED GRAVITY -    980,281.2   (mgal)                       NAVD 88
 PU0617
 PU0617  VERT ORDER      -  SECOND    CLASS 0
 PU0617
 PU0617.The horizontal coordinates were scaled from a map and have
 PU0617.an estimated accuracy of +/- 6 seconds.
 PU0617
 PU0617.The orthometric height was determined by differential leveling and
 PU0617.adjusted by the NATIONAL GEODETIC SURVEY
 PU0617.in June 1991.
 PU0617
 PU0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0617.GEOID18 height accuracy estimate available here.
 PU0617
 PU0617.Click photographs - Photos may exist for this station.
 PU0617
 PU0617.The dynamic height is computed by dividing the NAVD 88
 PU0617.geopotential number by the normal gravity value computed on the
 PU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0617.degrees latitude (g = 980.6199 gals.).
 PU0617
 PU0617.The modeled gravity was interpolated from observed gravity values.
 PU0617
 PU0617;                    North         East    Units  Estimated Accuracy
 PU0617;SPC SD S     -   195,710.      409,000.      MT  (+/- 180 meters Scaled)
 PU0617
 PU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ827822(NAD 83)
 PU0617
 PU0617                          SUPERSEDED SURVEY CONTROL
 PU0617
 PU0617  NGVD 29 (??/??/92)  824.596  (m)         2705.36   (f) ADJ UNCH    2 0
 PU0617
 PU0617.Superseded values are not recommended for survey control.
 PU0617
 PU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0617.See file dsdata.pdf to determine how the superseded data were derived.
 PU0617
 PU0617_MARKER: DD = SURVEY DISK
 PU0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0617_STAMPING: MC 10 1922 SO DAK 2706
 PU0617_MARK LOGO: USGS
 PU0617_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0617+STABILITY: SURFACE MOTION
 PU0617
 PU0617  HISTORY     - Date     Condition        Report By
 PU0617  HISTORY     - 1922     MONUMENTED       USGS
 PU0617  HISTORY     - 1934     GOOD             CGS
 PU0617
 PU0617                          STATION DESCRIPTION
 PU0617
 PU0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0617'7.6 MI W FROM OWANKA.
 PU0617'7.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0617'THE STATION AT OWANKA, PENNINGTON COUNTY, IN THE SE 1/4 SEC. 6,
 PU0617'T. 1 N., R. 12 E., 8 FEET WEST OF MILEPOST 623, 250 YARDS EAST
 PU0617'OF THE EAST END OF TRESTLE 1899, AND 43 FEET SOUTH OF THE
 PU0617'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 PU0617'STANDARD DISK, STAMPED MC 10 1922 SO. DAK. 2,706 AND SET IN THE
 PU0617'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1043 ***********************************************************************
 PU1043  DESIGNATION -  MC 100
 PU1043  PID         -  PU1043
 PU1043  STATE/COUNTY-  SD/MEADE
 PU1043  COUNTRY     -  US
 PU1043  USGS QUAD   -  ENNING (2017)
 PU1043
 PU1043                         *CURRENT SURVEY CONTROL
 PU1043  ______________________________________________________________________
 PU1043* NAD 83(1986) POSITION- 44 34 32.     (N) 102 31 21.     (W)   SCALED
 PU1043* NAVD 88 ORTHO HEIGHT -   893.978 (meters)     2932.99  (feet) ADJUSTED
 PU1043  ______________________________________________________________________
 PU1043  GEOID HEIGHT    -        -18.522 (meters)                     GEOID18
 PU1043  DYNAMIC HEIGHT  -        893.737 (meters)     2932.20  (feet) COMP
 PU1043  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 PU1043
 PU1043  VERT ORDER      -  SECOND    CLASS 0
 PU1043
 PU1043.The horizontal coordinates were scaled from a map and have
 PU1043.an estimated accuracy of +/- 6 seconds.
 PU1043
 PU1043.The orthometric height was determined by differential leveling and
 PU1043.adjusted by the NATIONAL GEODETIC SURVEY
 PU1043.in June 1991.
 PU1043
 PU1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1043.GEOID18 height accuracy estimate available here.
 PU1043
 PU1043.Click photographs - Photos may exist for this station.
 PU1043
 PU1043.The dynamic height is computed by dividing the NAVD 88
 PU1043.geopotential number by the normal gravity value computed on the
 PU1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1043.degrees latitude (g = 980.6199 gals.).
 PU1043
 PU1043.The modeled gravity was interpolated from observed gravity values.
 PU1043
 PU1043;                    North         East    Units  Estimated Accuracy
 PU1043;SPC SD N     -    85,600.      399,680.      MT  (+/- 180 meters Scaled)
 PU1043
 PU1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK967387(NAD 83)
 PU1043
 PU1043                          SUPERSEDED SURVEY CONTROL
 PU1043
 PU1043  NGVD 29 (??/??/92)  893.496  (m)         2931.41   (f) ADJ UNCH    2 0
 PU1043
 PU1043.Superseded values are not recommended for survey control.
 PU1043
 PU1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1043.See file dsdata.pdf to determine how the superseded data were derived.
 PU1043
 PU1043_MARKER: P = PIPE CAP
 PU1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1043_STAMPING: MC 100 1922
 PU1043_MARK LOGO: USGS
 PU1043_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1043
 PU1043  HISTORY     - Date     Condition        Report By
 PU1043  HISTORY     - 1922     MONUMENTED       USGS
 PU1043  HISTORY     - 1963     GOOD             CGS
 PU1043  HISTORY     - 19950605 MARK NOT FOUND   NGS
 PU1043
 PU1043                          STATION DESCRIPTION
 PU1043
 PU1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1043'2 MI E FROM ENNING.
 PU1043'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU1043'POST OFFICE AT ENNING, AT THE JUNCTION OF THE HIGHWAY WITH A
 PU1043'GRAVELED ROAD LEADING NORTH, 33 FEET NORTH OF THE CENTER LINE
 PU1043'OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.4
 PU1043'FEET WEST OF A FENCE JUNCTION, 0.4 FEET NORTH OF A FENCE, 0.8
 PU1043'FEET NORTH OF A METAL WITNESS POST, A U.S. GEOLOGICAL SURVEY
 PU1043'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 4
 PU1043'INCHES.
 PU1043
 PU1043                          STATION RECOVERY (1995)
 PU1043
 PU1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1043'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK MC 100
 PU1043'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU1043'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1044 ***********************************************************************
 PU1044  DESIGNATION -  MC 100 RESET
 PU1044  PID         -  PU1044
 PU1044  STATE/COUNTY-  SD/MEADE
 PU1044  COUNTRY     -  US
 PU1044  USGS QUAD   -  ENNING (2017)
 PU1044
 PU1044                         *CURRENT SURVEY CONTROL
 PU1044  ______________________________________________________________________
 PU1044* NAD 83(1996) POSITION- 44 34 34.36235(N) 102 31 20.80158(W)   NO CHECK
 PU1044* NAVD 88 ORTHO HEIGHT -   894.276 (meters)     2933.97  (feet) ADJUSTED
 PU1044  ______________________________________________________________________
 PU1044  GEOID HEIGHT    -        -18.521 (meters)                     GEOID18
 PU1044  LAPLACE CORR    -         -7.13  (seconds)                    DEFLEC18
 PU1044  DYNAMIC HEIGHT  -        894.034 (meters)     2933.18  (feet) COMP
 PU1044  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 PU1044
 PU1044  HORZ ORDER      -  THIRD
 PU1044  VERT ORDER      -  FIRST     CLASS II
 PU1044
 PU1044.The horizontal coordinates were established by classical geodetic methods
 PU1044.and adjusted by the National Geodetic Survey in January 1998.
 PU1044
 PU1044.No horizontal observational check was made to the station.
 PU1044
 PU1044.The orthometric height was determined by differential leveling and
 PU1044.adjusted by the NATIONAL GEODETIC SURVEY
 PU1044.in October 1997.
 PU1044
 PU1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1044.GEOID18 height accuracy estimate available here.
 PU1044
 PU1044.Click photographs - Photos may exist for this station.
 PU1044
 PU1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1044
 PU1044.The dynamic height is computed by dividing the NAVD 88
 PU1044.geopotential number by the normal gravity value computed on the
 PU1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1044.degrees latitude (g = 980.6199 gals.).
 PU1044
 PU1044.The modeled gravity was interpolated from observed gravity values.
 PU1044
 PU1044. The following values were computed from the NAD 83(1996) position.
 PU1044
 PU1044;                    North         East     Units Scale Factor Converg.
 PU1044;SPC SD N     -    85,671.225   399,690.340   MT  0.99997326   -1 47 06.8
 PU1044;SPC SD N     -   281,073.01  1,311,317.39   sFT  0.99997326   -1 47 06.8
 PU1044;UTM  13      - 4,938,860.521   696,704.305   MT  1.00007584   +1 44 22.0
 PU1044
 PU1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1044!SPC SD N     -   0.99986271  x   0.99997326  =   0.99983597
 PU1044!UTM  13      -   0.99986271  x   1.00007584  =   0.99993853
 PU1044
 PU1044:                Primary Azimuth Mark                     Grid Az
 PU1044:SPC SD N     -  ENNING                                   094 17 58.9
 PU1044:UTM  13      -  ENNING                                   090 46 30.1
 PU1044
 PU1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9670438860(NAD 83)
 PU1044
 PU1044|---------------------------------------------------------------------|
 PU1044| PID    Reference Object                     Distance      Geod. Az  |
 PU1044|                                                           dddmmss.s |
 PU1044| PU1048 ENNING                              APPROX. 1.6 KM 0923052.1 |
 PU1044|---------------------------------------------------------------------|
 PU1044
 PU1044                          SUPERSEDED SURVEY CONTROL
 PU1044
 PU1044  NAD 83(1993)-  44 34 34.35434(N)    102 31 20.80167(W) AD(       ) 3
 PU1044  NAD 83(1986)-  44 34 34.35437(N)    102 31 20.80158(W) AD(       ) 3
 PU1044  NAD 27      -  44 34 34.39505(N)    102 31 19.19824(W) AD(       ) 3
 PU1044  NGVD 29 (??/??/??)  893.77   (m)         2932.3    (f) RESET       3  
 PU1044  NGVD 29             893.77   (m)         2932.3    (f) LEVELING    3  
 PU1044
 PU1044.Superseded values are not recommended for survey control.
 PU1044
 PU1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1044.See file dsdata.pdf to determine how the superseded data were derived.
 PU1044
 PU1044_MARKER: DV = VERTICAL CONTROL DISK
 PU1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1044_STAMPING: MC 100 USGS RESET 1972
 PU1044_MARK LOGO: NGS
 PU1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1044+STABILITY: SURFACE MOTION
 PU1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1044+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU1044
 PU1044  HISTORY     - Date     Condition        Report By
 PU1044  HISTORY     - 1972     MONUMENTED       USGS
 PU1044  HISTORY     - 1972     GOOD             NGS
 PU1044  HISTORY     - 1980     GOOD             NGS
 PU1044  HISTORY     - 19950605 GOOD             NGS
 PU1044
 PU1044                          STATION DESCRIPTION
 PU1044
 PU1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU1044'2 MI E FROM ENNING.
 PU1044'2.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU1044'AT A SECTION LINE ROAD LEADING NORTH TO THE CHARLES STRONG RANCH,
 PU1044'ABOUT 300 FEET EAST OF A STOCK WATERING POND, 150 FEET NORTH OF
 PU1044'THE CENTER OF THE HIGHWAY, 29 FEET WEST OF THE CENTER OF THE
 PU1044'SECTION LINE ROAD, 1.5 FEET EAST OF THE FENCE, 1.9 FEET NORTHEAST
 PU1044'OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE MONUMENT
 PU1044'WHICH PROJECTS 10-INCHES.  THE ORIGINAL BENCH MARK, MC 100
 PU1044'(U.S.G.S.) 1922 WAS LEFT INTACT.  IT WILL BE REMOVED BY THE STATE
 PU1044'HIGHWAY DEPT. AT TIME OF CONSTRUCTION.
 PU1044
 PU1044                          STATION RECOVERY (1980)
 PU1044
 PU1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PU1044'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE. AND
 PU1044'STORE IN ENNING, TO SIDE ROAD LEFT, 214 NORTH OF CENTER OF STATE
 PU1044'HIGHWAY 34, 95 FEET NORTH OF FENCE CORNER, 29 FEET WEST OF CENTER OF
 PU1044'GRAVEL ROAD 1.9 FEET NORTHEAST OF WITNESS POST, 1.4 FEET EAST OF
 PU1044'FENCE. MARK WAS USED FOR AZIMUTH FOR STATION ENNING 2 1980
 PU1044
 PU1044                          STATION RECOVERY (1995)
 PU1044
 PU1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1044'12.2 KM (7.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1044'IN UNION CENTER, 800.0 M (2624.7 FT) EAST OF MILEPOST 88, 665.0 M
 PU1044'(2181.8 FT) WEST OF MILEPOST 89, 59.7 M (195.9 FT) NORTH OF THE
 PU1044'HIGHWAY CENTERLINE, 29.0 M (95.1 FT) NORTH OF A WITNESS POST AND
 PU1044'T-FENCE CORNER, 9.0 M (29.5 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 PU1044'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF
 PU1044'A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PU1044'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0918 ***********************************************************************
 PU0918  DESIGNATION -  MC 103
 PU0918  PID         -  PU0918
 PU0918  STATE/COUNTY-  SD/MEADE
 PU0918  COUNTRY     -  US
 PU0918  USGS QUAD   -  UNION CENTER (2017)
 PU0918
 PU0918                         *CURRENT SURVEY CONTROL
 PU0918  ______________________________________________________________________
 PU0918* NAD 83(1986) POSITION- 44 33 38.     (N) 102 40 57.     (W)   SCALED
 PU0918* NAVD 88 ORTHO HEIGHT -   899.460 (meters)     2950.98  (feet) ADJUSTED
 PU0918  ______________________________________________________________________
 PU0918  GEOID HEIGHT    -        -18.143 (meters)                     GEOID18
 PU0918  DYNAMIC HEIGHT  -        899.210 (meters)     2950.16  (feet) COMP
 PU0918  MODELED GRAVITY -    980,308.8   (mgal)                       NAVD 88
 PU0918
 PU0918  VERT ORDER      -  SECOND    CLASS 0
 PU0918
 PU0918.The horizontal coordinates were scaled from a map and have
 PU0918.an estimated accuracy of +/- 6 seconds.
 PU0918
 PU0918.The orthometric height was determined by differential leveling and
 PU0918.adjusted by the NATIONAL GEODETIC SURVEY
 PU0918.in June 1991.
 PU0918
 PU0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0918.GEOID18 height accuracy estimate available here.
 PU0918
 PU0918.Click photographs - Photos may exist for this station.
 PU0918
 PU0918.The dynamic height is computed by dividing the NAVD 88
 PU0918.geopotential number by the normal gravity value computed on the
 PU0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0918.degrees latitude (g = 980.6199 gals.).
 PU0918
 PU0918.The modeled gravity was interpolated from observed gravity values.
 PU0918
 PU0918;                    North         East    Units  Estimated Accuracy
 PU0918;SPC SD N     -    84,340.      386,930.      MT  (+/- 180 meters Scaled)
 PU0918
 PU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK840367(NAD 83)
 PU0918
 PU0918                          SUPERSEDED SURVEY CONTROL
 PU0918
 PU0918  NGVD 29 (??/??/92)  898.973  (m)         2949.38   (f) ADJ UNCH    2 0
 PU0918
 PU0918.Superseded values are not recommended for survey control.
 PU0918
 PU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0918.See file dsdata.pdf to determine how the superseded data were derived.
 PU0918
 PU0918_MARKER: P = PIPE CAP
 PU0918_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU0918_STAMPING: MC 103 SO DAK 1922
 PU0918_MARK LOGO: USGS
 PU0918_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0918
 PU0918  HISTORY     - Date     Condition        Report By
 PU0918  HISTORY     - 1922     MONUMENTED       USGS
 PU0918  HISTORY     - 1962     GOOD             CGS
 PU0918  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0918
 PU0918                          STATION DESCRIPTION
 PU0918
 PU0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0918'0.7 MI W FROM UNION CENTER.
 PU0918'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION CENTER,
 PU0918'IN A TRIANGLE FORMED BY THE JUNCTION OF A GRAVEL ROAD SOUTH,
 PU0918'35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF
 PU0918'THE EXTENDED CENTER LINE OF THE ROAD SOUTH, 18 FEET NORTH-NORTHWEST
 PU0918'OF A POWER POLE, 0.8 FOOT NORTH OF A WITNESS POST, ABOUT 3 FEET
 PU0918'HIGHER THAN THE HIGHWAY, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH
 PU0918'PIPE PROJECTING 0.3 FOOT.
 PU0918
 PU0918                          STATION RECOVERY (1995)
 PU0918
 PU0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0918'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK MC 103
 PU0918'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0918'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0919 ***********************************************************************
 PU0919  DESIGNATION -  MC 103 RESET
 PU0919  PID         -  PU0919
 PU0919  STATE/COUNTY-  SD/MEADE
 PU0919  COUNTRY     -  US
 PU0919  USGS QUAD   -  UNION CENTER (2017)
 PU0919
 PU0919                         *CURRENT SURVEY CONTROL
 PU0919  ______________________________________________________________________
 PU0919* NAD 83(1986) POSITION- 44 33 41.     (N) 102 40 59.     (W)   SCALED
 PU0919* NAVD 88 ORTHO HEIGHT -   894.993 (meters)     2936.32  (feet) ADJUSTED
 PU0919  ______________________________________________________________________
 PU0919  GEOID HEIGHT    -        -18.141 (meters)                     GEOID18
 PU0919  DYNAMIC HEIGHT  -        894.743 (meters)     2935.50  (feet) COMP
 PU0919  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 PU0919
 PU0919  VERT ORDER      -  FIRST     CLASS II
 PU0919
 PU0919.The horizontal coordinates were scaled from a map and have
 PU0919.an estimated accuracy of +/- 6 seconds.
 PU0919
 PU0919.The orthometric height was determined by differential leveling and
 PU0919.adjusted by the NATIONAL GEODETIC SURVEY
 PU0919.in October 1997.
 PU0919
 PU0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0919.GEOID18 height accuracy estimate available here.
 PU0919
 PU0919.Click photographs - Photos may exist for this station.
 PU0919
 PU0919.The dynamic height is computed by dividing the NAVD 88
 PU0919.geopotential number by the normal gravity value computed on the
 PU0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0919.degrees latitude (g = 980.6199 gals.).
 PU0919
 PU0919.The modeled gravity was interpolated from observed gravity values.
 PU0919
 PU0919;                    North         East    Units  Estimated Accuracy
 PU0919;SPC SD N     -    84,440.      386,890.      MT  (+/- 180 meters Scaled)
 PU0919
 PU0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK839368(NAD 83)
 PU0919
 PU0919                          SUPERSEDED SURVEY CONTROL
 PU0919
 PU0919.No superseded survey control is available for this station.
 PU0919
 PU0919_MARKER: DD = SURVEY DISK
 PU0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0919_STAMPING: MC 103 RESET 1972
 PU0919_MARK LOGO: USGS
 PU0919_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0919_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0919+STABILITY: SURFACE MOTION
 PU0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0919+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 PU0919
 PU0919  HISTORY     - Date     Condition        Report By
 PU0919  HISTORY     - 1972     MONUMENTED       USGS
 PU0919  HISTORY     - 1972     GOOD             NGS
 PU0919  HISTORY     - 19950524 GOOD             NGS
 PU0919  HISTORY     - 20120522 GOOD             INDIV
 PU0919
 PU0919                          STATION DESCRIPTION
 PU0919
 PU0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0919'0.7 MI W FROM UNION CENTER.
 PU0919'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU0919'STORE IN UNION CENTER, IN THE NORTHEAST CORNER OF THE INTERSECTION
 PU0919'OF A GRADED ROAD SOUTH AND A RANCH ROAD NORTH, 99 FEET NORTH OF
 PU0919'THE CENTER OF THE HIGHWAY, 96 FEET EAST OF THE PROJECTED LINE
 PU0919'OF THE SECTION LINE FENCE NORTH, 1 FOOT SOUTH OF THE NORTH R.O.W.
 PU0919'FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, AND SET IN A ROUND
 PU0919'CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS HIGHWAY STATION
 PU0919'156+21.  NOTE-- THE ORIGINAL MARK WAS LEFT INTACT.  IT WILL BE
 PU0919'REMOVED BY THE STATE HIGHWAY DEPT. AT TIME OF CONSTRUCTION.  MC
 PU0919'103 (U.S.G.S.) 1922)
 PU0919
 PU0919                          STATION RECOVERY (1995)
 PU0919
 PU0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0919'1.1 KM (0.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0919'IN UNION CENTER, 352.6 M (1156.8 FT) EAST OF MILEPOST 80, 30.2 M (99.1
 PU0919'FT) NORTH OF THE HIGHWAY CENTERLINE, 21.2 M (69.6 FT) EAST OF THE
 PU0919'EXTENDED CENTER OF COUNTY ROAD 27 T, 9.8 M (32.2 FT) EAST OF A FENCE
 PU0919'CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) WEST OF A
 PU0919'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 PU0919'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0919
 PU0919                          STATION RECOVERY (2012)
 PU0919
 PU0919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0930 ***********************************************************************
 PU0930  DESIGNATION -  MC 105
 PU0930  PID         -  PU0930
 PU0930  STATE/COUNTY-  SD/MEADE
 PU0930  COUNTRY     -  US
 PU0930  USGS QUAD   -  UNION CENTER (2017)
 PU0930
 PU0930                         *CURRENT SURVEY CONTROL
 PU0930  ______________________________________________________________________
 PU0930* NAD 83(1986) POSITION- 44 33 39.     (N) 102 44 36.     (W)   SCALED
 PU0930* NAVD 88 ORTHO HEIGHT -   853.814 (meters)     2801.22  (feet) ADJUSTED
 PU0930  ______________________________________________________________________
 PU0930  GEOID HEIGHT    -        -17.994 (meters)                     GEOID18
 PU0930  DYNAMIC HEIGHT  -        853.581 (meters)     2800.46  (feet) COMP
 PU0930  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 PU0930
 PU0930  VERT ORDER      -  SECOND    CLASS 0
 PU0930
 PU0930.The horizontal coordinates were scaled from a map and have
 PU0930.an estimated accuracy of +/- 6 seconds.
 PU0930
 PU0930.The orthometric height was determined by differential leveling and
 PU0930.adjusted by the NATIONAL GEODETIC SURVEY
 PU0930.in June 1991.
 PU0930
 PU0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0930.GEOID18 height accuracy estimate available here.
 PU0930
 PU0930.Click photographs - Photos may exist for this station.
 PU0930
 PU0930.The dynamic height is computed by dividing the NAVD 88
 PU0930.geopotential number by the normal gravity value computed on the
 PU0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0930.degrees latitude (g = 980.6199 gals.).
 PU0930
 PU0930.The modeled gravity was interpolated from observed gravity values.
 PU0930
 PU0930;                    North         East    Units  Estimated Accuracy
 PU0930;SPC SD N     -    84,530.      382,100.      MT  (+/- 180 meters Scaled)
 PU0930
 PU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK792366(NAD 83)
 PU0930
 PU0930                          SUPERSEDED SURVEY CONTROL
 PU0930
 PU0930  NGVD 29 (??/??/92)  853.323  (m)         2799.61   (f) ADJ UNCH    2 0
 PU0930
 PU0930.Superseded values are not recommended for survey control.
 PU0930
 PU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0930.See file dsdata.pdf to determine how the superseded data were derived.
 PU0930
 PU0930_MARKER: P = PIPE CAP
 PU0930_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU0930_STAMPING: MC 105 1922
 PU0930_MARK LOGO: USGS
 PU0930_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0930
 PU0930  HISTORY     - Date     Condition        Report By
 PU0930  HISTORY     - 1922     MONUMENTED       USGS
 PU0930  HISTORY     - 1934     GOOD             CGS
 PU0930  HISTORY     - 1972     MARK NOT FOUND   USGS
 PU0930
 PU0930                          STATION DESCRIPTION
 PU0930
 PU0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0930'3.4 MI W FROM UNION CENTER.
 PU0930'3.4 MILES WEST ALONG STATE HIGHWAY 34 FROM UNION CENTER, ABOUT
 PU0930'1 MILE SOUTH AND 3 MILES EAST OF CLOUGH, AT A T-ROAD, 45 FEET
 PU0930'NORTHWEST OF THE CORNER OF SECS. 13, 14, 23, AND 24, T 7 N,
 PU0930'R 11 E, AND 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PU0930'A USGS STANDARD CAP, STAMPED MC 105 1922 AND RIVETED ON THE TOP
 PU0930'OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE REFERENCES INDICATE ITS
 PU0930'PRESENTS POSITION WOULD BE IN THE BASE OF THE SHOULDER OF THE
 PU0930'HIGHWAY WHICH HAS BEEN REGRADED-A CONSIDERABLE AMOUNT OF EARTH
 PU0930'HAS BEEN MOVED IN THE AREA.
 PU0930
 PU0930                          STATION RECOVERY (1972)
 PU0930
 PU0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PU0930'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1189 ***********************************************************************
 PU1189  DESIGNATION -  MC 115
 PU1189  PID         -  PU1189
 PU1189  STATE/COUNTY-  SD/MEADE
 PU1189  COUNTRY     -  US
 PU1189  USGS QUAD   -  VOLUNTEER (2017)
 PU1189
 PU1189                         *CURRENT SURVEY CONTROL
 PU1189  ______________________________________________________________________
 PU1189* NAD 83(1986) POSITION- 44 30 58.     (N) 103 09 58.     (W)   SCALED
 PU1189* NAVD 88 ORTHO HEIGHT -   821.682 (meters)     2695.80  (feet) ADJUSTED
 PU1189  ______________________________________________________________________
 PU1189  GEOID HEIGHT    -        -16.898 (meters)                     GEOID18
 PU1189  DYNAMIC HEIGHT  -        821.464 (meters)     2695.09  (feet) COMP
 PU1189  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1189
 PU1189  VERT ORDER      -  FIRST     CLASS II
 PU1189
 PU1189.The horizontal coordinates were scaled from a map and have
 PU1189.an estimated accuracy of +/- 6 seconds.
 PU1189
 PU1189.The orthometric height was determined by differential leveling and
 PU1189.adjusted by the NATIONAL GEODETIC SURVEY
 PU1189.in October 1997.
 PU1189
 PU1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1189.GEOID18 height accuracy estimate available here.
 PU1189
 PU1189.Click photographs - Photos may exist for this station.
 PU1189
 PU1189.The dynamic height is computed by dividing the NAVD 88
 PU1189.geopotential number by the normal gravity value computed on the
 PU1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1189.degrees latitude (g = 980.6199 gals.).
 PU1189
 PU1189.The modeled gravity was interpolated from observed gravity values.
 PU1189
 PU1189;                    North         East    Units  Estimated Accuracy
 PU1189;SPC SD N     -    80,790.      348,340.      MT  (+/- 180 meters Scaled)
 PU1189
 PU1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK457308(NAD 83)
 PU1189
 PU1189                          SUPERSEDED SURVEY CONTROL
 PU1189
 PU1189  NAVD 88 (06/15/91)  821.690  (m)         2695.83   (f) SUPERSEDED  1 2
 PU1189  NGVD 29 (??/??/92)  821.214  (m)         2694.27   (f) ADJ UNCH    1 2
 PU1189
 PU1189.Superseded values are not recommended for survey control.
 PU1189
 PU1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1189.See file dsdata.pdf to determine how the superseded data were derived.
 PU1189
 PU1189_MARKER: DB = BENCH MARK DISK
 PU1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1189_STAMPING: SO DAK MC 115 1922
 PU1189_MARK LOGO: USGS
 PU1189_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1189+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1189
 PU1189  HISTORY     - Date     Condition        Report By
 PU1189  HISTORY     - 1922     MONUMENTED       USGS
 PU1189  HISTORY     - 1962     GOOD             CGS
 PU1189  HISTORY     - 1963     GOOD             CGS
 PU1189  HISTORY     - 19950513 GOOD             NGS
 PU1189
 PU1189                          STATION DESCRIPTION
 PU1189
 PU1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1189'1.6 MI W FROM VOLUNTEER.
 PU1189'1.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT VOLUNTEER,
 PU1189'THENCE 0.25 MILE WEST ALONG AN ABANDONED ROAD, ON THE WEST SLOPE
 PU1189'OF A HILL, ABOUT 200 FEET SOUTH OF A FENCE CORNER, 40 FEET NORTH
 PU1189'OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, A CAP
 PU1189'ON A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT.
 PU1189
 PU1189                          STATION RECOVERY (1963)
 PU1189
 PU1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1189'RECOVERED IN GOOD CONDITION.
 PU1189
 PU1189                          STATION RECOVERY (1995)
 PU1189
 PU1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1189'34.2 KM (21.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1189'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), THENCE 0.1 KM (0.05 MI)
 PU1189'NORTHERLY ALONG AN ABANDONED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY
 PU1189'ALONG AN ABANDONED ROAD, 167.8 M (550.5 FT) EAST OF TRIANGULATION
 PU1189'STATION VOLUNTEER, AND 12.4 M (40.7 FT) NORTH OF AND LEVEL WITH THE
 PU1189'ROAD CENTER.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEO WEYRICH,
 PU1189'HCR 77, BOX 236, STURGIS, SD 57785, TELEPHONE NUMBER (605) 347-2107.
 PU1189'NOTE--THE DISK IS PROJECTS 0.20 M (0.66 FT) ABOVE THE GROUND SURFACE.
 PU1189'THE PIPE DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1192 ***********************************************************************
 PU1192  DESIGNATION -  MC 116
 PU1192  PID         -  PU1192
 PU1192  STATE/COUNTY-  SD/MEADE
 PU1192  COUNTRY     -  US
 PU1192  USGS QUAD   -  VOLUNTEER (2017)
 PU1192
 PU1192                         *CURRENT SURVEY CONTROL
 PU1192  ______________________________________________________________________
 PU1192* NAD 83(1986) POSITION- 44 31 04.     (N) 103 11 35.     (W)   SCALED
 PU1192* NAVD 88 ORTHO HEIGHT -   840.611 (meters)     2757.90  (feet) POSTED
 PU1192  ______________________________________________________________________
 PU1192  GEOID HEIGHT    -        -16.810 (meters)                     GEOID18
 PU1192  DYNAMIC HEIGHT  -        840.38  (meters)     2757.1   (feet) COMP
 PU1192  MODELED GRAVITY -    980,318.7   (mgal)                       NAVD 88
 PU1192
 PU1192  VERT ORDER      -  * POSTED, SEE BELOW
 PU1192
 PU1192.The horizontal coordinates were scaled from a map and have
 PU1192.an estimated accuracy of +/- 6 seconds.
 PU1192
 PU1192.The orthometric height was determined by differential leveling
 PU1192.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1192
 PU1192.* This is a POSTED BENCH MARK height.
 PU1192
 PU1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1192.GEOID18 height accuracy estimate available here.
 PU1192
 PU1192.Click photographs - Photos may exist for this station.
 PU1192
 PU1192.The dynamic height is computed by dividing the NAVD 88
 PU1192.geopotential number by the normal gravity value computed on the
 PU1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1192.degrees latitude (g = 980.6199 gals.).
 PU1192
 PU1192.The modeled gravity was interpolated from observed gravity values.
 PU1192
 PU1192;                    North         East    Units  Estimated Accuracy
 PU1192;SPC SD N     -    81,060.      346,210.      MT  (+/- 180 meters Scaled)
 PU1192
 PU1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK436309(NAD 83)
 PU1192
 PU1192                          SUPERSEDED SURVEY CONTROL
 PU1192
 PU1192  NGVD 29 (??/??/92)  840.116  (m)         2756.28   (f) ADJ UNCH    2 0
 PU1192
 PU1192.Superseded values are not recommended for survey control.
 PU1192
 PU1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1192.See file dsdata.pdf to determine how the superseded data were derived.
 PU1192
 PU1192_MARKER: P = PIPE CAP
 PU1192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1192_STAMPING: MC 116 1922
 PU1192_MARK LOGO: USGS
 PU1192_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1192
 PU1192  HISTORY     - Date     Condition        Report By
 PU1192  HISTORY     - 1922     MONUMENTED       USGS
 PU1192  HISTORY     - 1934     GOOD             CGS
 PU1192  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1192
 PU1192                          STATION DESCRIPTION
 PU1192
 PU1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1192'20.9 MI E FROM STURGIS.
 PU1192'20.9 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1192'AT STURGIS, 2.2 MILES WEST OF THE BRIDGE OVER BELLE FOURCHE RIVER,
 PU1192'1,900 FEET WEST OF THE CORNER OF SECS. 5, 6, 31, AND 32, TPS.
 PU1192'6 AND 7 N, R 8 E, 30 FEET NORTH OF THE HIGHWAY, AND IN A FENCE
 PU1192'CORNER.  A USGS STANDARD CAP, STAMPED MC 116 1922 AND RIVETED IN
 PU1192'THE TOP OF A 3-1/2-INCH IRON PIPE.
 PU1192
 PU1192                          STATION RECOVERY (1963)
 PU1192
 PU1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1197 ***********************************************************************
 PU1197  DESIGNATION -  MC 117
 PU1197  PID         -  PU1197
 PU1197  STATE/COUNTY-  SD/MEADE
 PU1197  COUNTRY     -  US
 PU1197  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU1197
 PU1197                         *CURRENT SURVEY CONTROL
 PU1197  ______________________________________________________________________
 PU1197* NAD 83(1986) POSITION- 44 29 20.     (N) 103 12 22.     (W)   SCALED
 PU1197* NAVD 88 ORTHO HEIGHT -   827.091 (meters)     2713.55  (feet) POSTED
 PU1197  ______________________________________________________________________
 PU1197  GEOID HEIGHT    -        -16.731 (meters)                     GEOID18
 PU1197  DYNAMIC HEIGHT  -        826.87  (meters)     2712.8   (feet) COMP
 PU1197  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 PU1197
 PU1197  VERT ORDER      -  * POSTED, SEE BELOW
 PU1197
 PU1197.The horizontal coordinates were scaled from a map and have
 PU1197.an estimated accuracy of +/- 6 seconds.
 PU1197
 PU1197.The orthometric height was determined by differential leveling
 PU1197.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1197
 PU1197.* This is a POSTED BENCH MARK height.
 PU1197
 PU1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1197.GEOID18 height accuracy estimate available here.
 PU1197
 PU1197.Click photographs - Photos may exist for this station.
 PU1197
 PU1197.The dynamic height is computed by dividing the NAVD 88
 PU1197.geopotential number by the normal gravity value computed on the
 PU1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1197.degrees latitude (g = 980.6199 gals.).
 PU1197
 PU1197.The modeled gravity was interpolated from observed gravity values.
 PU1197
 PU1197;                    North         East    Units  Estimated Accuracy
 PU1197;SPC SD N     -    77,900.      345,040.      MT  (+/- 180 meters Scaled)
 PU1197
 PU1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK426277(NAD 83)
 PU1197
 PU1197                          SUPERSEDED SURVEY CONTROL
 PU1197
 PU1197  NGVD 29 (??/??/92)  826.67   (m)         2712.2    (f) COMPUTED    2 0
 PU1197
 PU1197.Superseded values are not recommended for survey control.
 PU1197
 PU1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1197.See file dsdata.pdf to determine how the superseded data were derived.
 PU1197
 PU1197_MARKER: DD = SURVEY DISK
 PU1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1197_STAMPING: MC 117 1922
 PU1197_MARK LOGO: USGS
 PU1197_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1197+STABILITY: SURFACE MOTION
 PU1197
 PU1197  HISTORY     - Date     Condition        Report By
 PU1197  HISTORY     - 1922     MONUMENTED       USGS
 PU1197  HISTORY     - 1934     GOOD             CGS
 PU1197  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1197  HISTORY     - 19950513 MARK NOT FOUND   NGS
 PU1197
 PU1197                          STATION DESCRIPTION
 PU1197
 PU1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1197'18.2 MI E FROM STURGIS.
 PU1197'18.2 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1197'AT STURGIS, AT A CURVE, 15 FEET EAST OF THE CENTERLINE OF A
 PU1197'SECTION ROAD, 42 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PU1197'35 FEET NORTHEAST OF THE CROSSROADS AT THE CORNER OF SECS. 12 AND
 PU1197'13, T 6 N, RS 7 AND 8 E, AND 6 FEET NORTHEAST OF A CORNER FENCE
 PU1197'POST.  A USGS STANDARD DISK, STAMPED MC 117 1922 AND SET IN THE
 PU1197'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PU1197
 PU1197                          STATION RECOVERY (1963)
 PU1197
 PU1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1197'MARK NOT FOUND.
 PU1197
 PU1197                          STATION RECOVERY (1995)
 PU1197
 PU1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1197'THE MONUMENT WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
 PU1197'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0612 ***********************************************************************
 PU0612  DESIGNATION -  MC 12
 PU0612  PID         -  PU0612
 PU0612  STATE/COUNTY-  SD/PENNINGTON
 PU0612  COUNTRY     -  US
 PU0612  USGS QUAD   -  OWANKA (2017)
 PU0612
 PU0612                         *CURRENT SURVEY CONTROL
 PU0612  ______________________________________________________________________
 PU0612* NAD 83(1986) POSITION- 44 01 36.     (N) 102 36 59.     (W)   SCALED
 PU0612* NAVD 88 ORTHO HEIGHT -   776.626 (meters)     2547.98  (feet) ADJUSTED
 PU0612  ______________________________________________________________________
 PU0612  GEOID HEIGHT    -        -18.036 (meters)                     GEOID18
 PU0612  DYNAMIC HEIGHT  -        776.391 (meters)     2547.21  (feet) COMP
 PU0612  MODELED GRAVITY -    980,290.0   (mgal)                       NAVD 88
 PU0612
 PU0612  VERT ORDER      -  SECOND    CLASS 0
 PU0612
 PU0612.The horizontal coordinates were scaled from a map and have
 PU0612.an estimated accuracy of +/- 6 seconds.
 PU0612
 PU0612.The orthometric height was determined by differential leveling and
 PU0612.adjusted by the NATIONAL GEODETIC SURVEY
 PU0612.in June 1991.
 PU0612
 PU0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0612.GEOID18 height accuracy estimate available here.
 PU0612
 PU0612.Click photographs - Photos may exist for this station.
 PU0612
 PU0612.The dynamic height is computed by dividing the NAVD 88
 PU0612.geopotential number by the normal gravity value computed on the
 PU0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0612.degrees latitude (g = 980.6199 gals.).
 PU0612
 PU0612.The modeled gravity was interpolated from observed gravity values.
 PU0612
 PU0612;                    North         East    Units  Estimated Accuracy
 PU0612;SPC SD S     -   190,630.      417,000.      MT  (+/- 180 meters Scaled)
 PU0612
 PU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ910775(NAD 83)
 PU0612
 PU0612                          SUPERSEDED SURVEY CONTROL
 PU0612
 PU0612  NGVD 29 (??/??/92)  776.173  (m)         2546.49   (f) ADJ UNCH    2 0
 PU0612
 PU0612.Superseded values are not recommended for survey control.
 PU0612
 PU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0612.See file dsdata.pdf to determine how the superseded data were derived.
 PU0612
 PU0612_MARKER: DD = SURVEY DISK
 PU0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0612_STAMPING: MC 12 1922 SO DAK 2547
 PU0612_MARK LOGO: USGS
 PU0612_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0612+STABILITY: SURFACE MOTION
 PU0612
 PU0612  HISTORY     - Date     Condition        Report By
 PU0612  HISTORY     - 1922     MONUMENTED       USGS
 PU0612  HISTORY     - 1961     GOOD             CGS
 PU0612
 PU0612                          STATION DESCRIPTION
 PU0612
 PU0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0612'1.5 MI W FROM OWANKA.
 PU0612'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0612'THE STATION AT OWANKA, PENNINGTON COUNTY, IN THE SOUTHEAST CORNER
 PU0612'OF SEC. 24, T. 1 N., R. 12 E., 7.5 FEET WEST OF MILEPOST 617,
 PU0612'AND 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A UNITED
 PU0612'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MC 12 1922
 PU0612'SO. DAK. 2,547 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0612'2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1478 ***********************************************************************
 PU1478  DESIGNATION -  MC 122
 PU1478  PID         -  PU1478
 PU1478  STATE/COUNTY-  SD/MEADE
 PU1478  COUNTRY     -  US
 PU1478  USGS QUAD   -  FORT MEADE NE (2017)
 PU1478
 PU1478                         *CURRENT SURVEY CONTROL
 PU1478  ______________________________________________________________________
 PU1478* NAD 83(1986) POSITION- 44 27 24.     (N) 103 22 12.     (W)   SCALED
 PU1478* NAVD 88 ORTHO HEIGHT -   926.840 (meters)     3040.81  (feet) ADJUSTED
 PU1478  ______________________________________________________________________
 PU1478  GEOID HEIGHT    -        -16.077 (meters)                     GEOID18
 PU1478  DYNAMIC HEIGHT  -        926.563 (meters)     3039.90  (feet) COMP
 PU1478  MODELED GRAVITY -    980,287.2   (mgal)                       NAVD 88
 PU1478
 PU1478  VERT ORDER      -  SECOND    CLASS 0
 PU1478
 PU1478.The horizontal coordinates were scaled from a map and have
 PU1478.an estimated accuracy of +/- 6 seconds.
 PU1478
 PU1478.The orthometric height was determined by differential leveling and
 PU1478.adjusted by the NATIONAL GEODETIC SURVEY
 PU1478.in June 1991.
 PU1478
 PU1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1478.GEOID18 height accuracy estimate available here.
 PU1478
 PU1478.Click photographs - Photos may exist for this station.
 PU1478
 PU1478.The dynamic height is computed by dividing the NAVD 88
 PU1478.geopotential number by the normal gravity value computed on the
 PU1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1478.degrees latitude (g = 980.6199 gals.).
 PU1478
 PU1478.The modeled gravity was interpolated from observed gravity values.
 PU1478
 PU1478;                    North         East    Units  Estimated Accuracy
 PU1478;SPC SD N     -    74,850.      331,870.      MT  (+/- 180 meters Scaled)
 PU1478
 PU1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK296238(NAD 83)
 PU1478
 PU1478                          SUPERSEDED SURVEY CONTROL
 PU1478
 PU1478  NGVD 29 (??/??/92)  926.341  (m)         3039.17   (f) ADJ UNCH    2 0
 PU1478
 PU1478.Superseded values are not recommended for survey control.
 PU1478
 PU1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1478.See file dsdata.pdf to determine how the superseded data were derived.
 PU1478
 PU1478_MARKER: DD = SURVEY DISK
 PU1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1478_STAMPING: SO DAK TT MC 122 1922
 PU1478_MARK LOGO: USGS
 PU1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1478+STABILITY: SURFACE MOTION
 PU1478
 PU1478  HISTORY     - Date     Condition        Report By
 PU1478  HISTORY     - 1922     MONUMENTED       USGS
 PU1478  HISTORY     - 1963     GOOD             CGS
 PU1478
 PU1478                          STATION DESCRIPTION
 PU1478
 PU1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1478'4 MI SW FROM BEAR BUTTE.
 PU1478'ABOUT 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE
 PU1478'CATHOLIC CHURCH AT BEAR BUTTE, THENCE 0.25 MILE NORTHWEST
 PU1478'ALONG A PRIVATE DRIVEWAY, AT A POINT WHERE A TELEPHONE LINE
 PU1478'MARKES A 90 DEG TURN, 154 FEET NORTH OF THE CENTERLINE OF
 PU1478'OLD STATE HIGHWAY 34, 186 FEET WEST OF THE CENTERLINE OF THE
 PU1478'DRIVEWAY, 109 FEET NORTH OF A TELEPHONE POLE BRACED BY A GUY
 PU1478'WIRE, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1478'THE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1478'1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0610 ***********************************************************************
 PU0610  DESIGNATION -  MC 13
 PU0610  PID         -  PU0610
 PU0610  STATE/COUNTY-  SD/PENNINGTON
 PU0610  COUNTRY     -  US
 PU0610  USGS QUAD   -  OWANKA (2017)
 PU0610
 PU0610                         *CURRENT SURVEY CONTROL
 PU0610  ______________________________________________________________________
 PU0610* NAD 83(1986) POSITION- 44 01 18.     (N) 102 35 29.     (W)   SCALED
 PU0610* NAVD 88 ORTHO HEIGHT -   766.226 (meters)     2513.86  (feet) ADJUSTED
 PU0610  ______________________________________________________________________
 PU0610  GEOID HEIGHT    -        -18.100 (meters)                     GEOID18
 PU0610  DYNAMIC HEIGHT  -        766.002 (meters)     2513.12  (feet) COMP
 PU0610  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 PU0610
 PU0610  VERT ORDER      -  SECOND    CLASS 0
 PU0610
 PU0610.The horizontal coordinates were scaled from a map and have
 PU0610.an estimated accuracy of +/- 6 seconds.
 PU0610
 PU0610.The orthometric height was determined by differential leveling and
 PU0610.adjusted by the NATIONAL GEODETIC SURVEY
 PU0610.in June 1991.
 PU0610
 PU0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0610.GEOID18 height accuracy estimate available here.
 PU0610
 PU0610.Click photographs - Photos may exist for this station.
 PU0610
 PU0610.The dynamic height is computed by dividing the NAVD 88
 PU0610.geopotential number by the normal gravity value computed on the
 PU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0610.degrees latitude (g = 980.6199 gals.).
 PU0610
 PU0610.The modeled gravity was interpolated from observed gravity values.
 PU0610
 PU0610;                    North         East    Units  Estimated Accuracy
 PU0610;SPC SD S     -   190,020.      418,990.      MT  (+/- 180 meters Scaled)
 PU0610
 PU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ930770(NAD 83)
 PU0610
 PU0610                          SUPERSEDED SURVEY CONTROL
 PU0610
 PU0610  NGVD 29 (??/??/92)  765.780  (m)         2512.40   (f) ADJ UNCH    2 0
 PU0610
 PU0610.Superseded values are not recommended for survey control.
 PU0610
 PU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0610.See file dsdata.pdf to determine how the superseded data were derived.
 PU0610
 PU0610_MARKER: DD = SURVEY DISK
 PU0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0610_SP_SET: PIER
 PU0610_STAMPING: MC 13 1922 SO DAK 2513
 PU0610_MARK LOGO: USGS
 PU0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0610
 PU0610  HISTORY     - Date     Condition        Report By
 PU0610  HISTORY     - 1922     MONUMENTED       USGS
 PU0610  HISTORY     - 1961     GOOD             CGS
 PU0610
 PU0610                          STATION DESCRIPTION
 PU0610
 PU0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0610'0.2 MI W FROM OWANKA.
 PU0610'0.2 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0610'THE STATION AT OWANKA, PENNINGTON COUNTY, AT BRIDGE 1872, IN THE
 PU0610'TOP OF THE SOUTH END OF THE EAST CONCRETE PIER, 3 FEET NORTH OF
 PU0610'THE SOUTH EDGE OF THE PIER, 9.5 FEET SOUTH OF THE SOUTH RAIL,
 PU0610'AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED STATES
 PU0610'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MC 13 1922 SO. DAK.
 PU0610'2,513.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0608 ***********************************************************************
 PU0608  DESIGNATION -  MC 14
 PU0608  PID         -  PU0608
 PU0608  STATE/COUNTY-  SD/PENNINGTON
 PU0608  COUNTRY     -  US
 PU0608  USGS QUAD   -  OWANKA (2017)
 PU0608
 PU0608                         *CURRENT SURVEY CONTROL
 PU0608  ______________________________________________________________________
 PU0608* NAD 83(1986) POSITION- 44 01 16.     (N) 102 35 11.     (W)   SCALED
 PU0608* NAVD 88 ORTHO HEIGHT -   764.868 (meters)     2509.40  (feet) ADJUSTED
 PU0608  ______________________________________________________________________
 PU0608  GEOID HEIGHT    -        -18.113 (meters)                     GEOID18
 PU0608  DYNAMIC HEIGHT  -        764.644 (meters)     2508.67  (feet) COMP
 PU0608  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 PU0608
 PU0608  VERT ORDER      -  SECOND    CLASS 0
 PU0608
 PU0608.The horizontal coordinates were scaled from a map and have
 PU0608.an estimated accuracy of +/- 6 seconds.
 PU0608
 PU0608.The orthometric height was determined by differential leveling and
 PU0608.adjusted by the NATIONAL GEODETIC SURVEY
 PU0608.in June 1991.
 PU0608
 PU0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0608.GEOID18 height accuracy estimate available here.
 PU0608
 PU0608.Click photographs - Photos may exist for this station.
 PU0608
 PU0608.The dynamic height is computed by dividing the NAVD 88
 PU0608.geopotential number by the normal gravity value computed on the
 PU0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0608.degrees latitude (g = 980.6199 gals.).
 PU0608
 PU0608.The modeled gravity was interpolated from observed gravity values.
 PU0608
 PU0608;                    North         East    Units  Estimated Accuracy
 PU0608;SPC SD S     -   189,950.      419,390.      MT  (+/- 180 meters Scaled)
 PU0608
 PU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ934770(NAD 83)
 PU0608
 PU0608                          SUPERSEDED SURVEY CONTROL
 PU0608
 PU0608  NGVD 29 (??/??/92)  764.422  (m)         2507.94   (f) ADJ UNCH    2 0
 PU0608
 PU0608.Superseded values are not recommended for survey control.
 PU0608
 PU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0608.See file dsdata.pdf to determine how the superseded data were derived.
 PU0608
 PU0608_MARKER: DD = SURVEY DISK
 PU0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0608_STAMPING: MC 14 1922 SO DAK 2509
 PU0608_MARK LOGO: USGS
 PU0608_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0608+STABILITY: SURFACE MOTION
 PU0608
 PU0608  HISTORY     - Date     Condition        Report By
 PU0608  HISTORY     - 1922     MONUMENTED       USGS
 PU0608  HISTORY     - 1954     MARK NOT FOUND   USGS
 PU0608
 PU0608                          STATION DESCRIPTION
 PU0608
 PU0608'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PU0608'AT OWANKA.
 PU0608'AT OWANKA, PENNINGTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PU0608'RAILWAY, 158 FEET EAST OF THE EAST END OF THE STATION, ALMOST
 PU0608'IN LINE WITH THE SOUTH SIDE OF THE STATION, 33 FEET SOUTH OF THE
 PU0608'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 PU0608'STANDARD DISK, STAMPED MC 14 1922 SO. DAK. 2,509 AND SET IN THE
 PU0608'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PU0608'NOTE-- THERE WERE NO OBSTRUCTIONS.  APPROXIMATE LOCATION NOW
 PU0608'COVERED BY OUT-HOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0605 ***********************************************************************
 PU0605  DESIGNATION -  MC 15
 PU0605  PID         -  PU0605
 PU0605  STATE/COUNTY-  SD/PENNINGTON
 PU0605  COUNTRY     -  US
 PU0605  USGS QUAD   -  OWANKA (2017)
 PU0605
 PU0605                         *CURRENT SURVEY CONTROL
 PU0605  ______________________________________________________________________
 PU0605* NAD 83(1986) POSITION- 44 00 21.59   (N) 102 31 19.95   (W)   HD_HELD1
 PU0605* NAVD 88 ORTHO HEIGHT -   737.410 (meters)     2419.32  (feet) ADJUSTED
 PU0605  ______________________________________________________________________
 PU0605  GEOID HEIGHT    -        -18.266 (meters)                     GEOID18
 PU0605  DYNAMIC HEIGHT  -        737.190 (meters)     2418.60  (feet) COMP
 PU0605  MODELED GRAVITY -    980,295.7   (mgal)                       NAVD 88
 PU0605
 PU0605  VERT ORDER      -  SECOND    CLASS 0
 PU0605
 PU0605.The horizontal coordinates were determined by differentially corrected
 PU0605.hand held GPS observations or other comparable positioning techniques
 PU0605.and have an estimated accuracy of +/- 3 meters.
 PU0605
 PU0605.The orthometric height was determined by differential leveling and
 PU0605.adjusted by the NATIONAL GEODETIC SURVEY
 PU0605.in June 1991.
 PU0605
 PU0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0605.GEOID18 height accuracy estimate available here.
 PU0605
 PU0605.Click photographs - Photos may exist for this station.
 PU0605
 PU0605.The dynamic height is computed by dividing the NAVD 88
 PU0605.geopotential number by the normal gravity value computed on the
 PU0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0605.degrees latitude (g = 980.6199 gals.).
 PU0605
 PU0605.The modeled gravity was interpolated from observed gravity values.
 PU0605
 PU0605;                    North         East    Units  Estimated Accuracy
 PU0605;SPC SD S     -   188,134.1     424,489.0     MT  (+/- 3 meters HH1 GPS) 
 PU0605
 PU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9863675523(NAD 83)
 PU0605
 PU0605                          SUPERSEDED SURVEY CONTROL
 PU0605
 PU0605  NGVD 29 (??/??/92)  736.962  (m)         2417.85   (f) ADJ UNCH    2 0
 PU0605
 PU0605.Superseded values are not recommended for survey control.
 PU0605
 PU0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0605.See file dsdata.pdf to determine how the superseded data were derived.
 PU0605
 PU0605_MARKER: DD = SURVEY DISK
 PU0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0605_STAMPING: MC 15 1922 SO DAK 2419
 PU0605_MARK LOGO: USGS
 PU0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0605+STABILITY: SURFACE MOTION
 PU0605
 PU0605  HISTORY     - Date     Condition        Report By
 PU0605  HISTORY     - 1922     MONUMENTED       USGS
 PU0605  HISTORY     - 1934     GOOD             CGS
 PU0605
 PU0605                          STATION DESCRIPTION
 PU0605
 PU0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0605'3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0605'THE STATION AT OWANKA, PENNINGTON COUNTY, IN THE NW 1/4 SEC. 35,
 PU0605'T1N, R13E, 12.5 FEET NORTHWEST OF MILEPOST 612, 260 FEET
 PU0605'WEST OF THE WEST END OF PILE BRIDGE 1854 OVER BOX ELDER CREEK,
 PU0605'31.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 PU0605'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MC 15 1922 SO. DAK.
 PU0605'2,419 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0316 ***********************************************************************
 PU0316  DESIGNATION -  MC 17
 PU0316  PID         -  PU0316
 PU0316  STATE/COUNTY-  SD/PENNINGTON
 PU0316  COUNTRY     -  US
 PU0316  USGS QUAD   -  WASTA (2017)
 PU0316
 PU0316                         *CURRENT SURVEY CONTROL
 PU0316  ______________________________________________________________________
 PU0316* NAD 83(1986) POSITION- 44 04 01.     (N) 102 26 42.     (W)   SCALED
 PU0316* NAVD 88 ORTHO HEIGHT -   707.672 (meters)     2321.75  (feet) ADJUSTED
 PU0316  ______________________________________________________________________
 PU0316  GEOID HEIGHT    -        -18.493 (meters)                     GEOID18
 PU0316  DYNAMIC HEIGHT  -        707.480 (meters)     2321.12  (feet) COMP
 PU0316  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 PU0316
 PU0316  VERT ORDER      -  SECOND    CLASS 0
 PU0316
 PU0316.The horizontal coordinates were scaled from a map and have
 PU0316.an estimated accuracy of +/- 6 seconds.
 PU0316
 PU0316.The orthometric height was determined by differential leveling and
 PU0316.adjusted by the NATIONAL GEODETIC SURVEY
 PU0316.in June 1991.
 PU0316
 PU0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0316.GEOID18 height accuracy estimate available here.
 PU0316
 PU0316.Click photographs - Photos may exist for this station.
 PU0316
 PU0316.The dynamic height is computed by dividing the NAVD 88
 PU0316.geopotential number by the normal gravity value computed on the
 PU0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0316.degrees latitude (g = 980.6199 gals.).
 PU0316
 PU0316.The modeled gravity was interpolated from observed gravity values.
 PU0316
 PU0316;                    North         East    Units  Estimated Accuracy
 PU0316;SPC SD S     -   194,740.      430,850.      MT  (+/- 180 meters Scaled)
 PU0316
 PU0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ046824(NAD 83)
 PU0316
 PU0316                          SUPERSEDED SURVEY CONTROL
 PU0316
 PU0316  NGVD 29 (??/??/92)  707.241  (m)         2320.34   (f) ADJ UNCH    2 0
 PU0316
 PU0316.Superseded values are not recommended for survey control.
 PU0316
 PU0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0316.See file dsdata.pdf to determine how the superseded data were derived.
 PU0316
 PU0316_MARKER: DD = SURVEY DISK
 PU0316_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU0316_SP_SET: FOUNDATION
 PU0316_STAMPING: SOUTH DAKOTA MC 1
 PU0316_MARK LOGO: USGS
 PU0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0316+STABILITY: SURFACE MOTION
 PU0316
 PU0316  HISTORY     - Date     Condition        Report By
 PU0316  HISTORY     - 1922     MONUMENTED       USGS
 PU0316  HISTORY     - 1962     GOOD             CGS
 PU0316
 PU0316                          STATION DESCRIPTION
 PU0316
 PU0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0316'AT WASTA.
 PU0316'AT WASTA, 137 FEET NORTHEAST OF THE EAST CORNER OF THE CHICAGO
 PU0316'AND NORTH WESTERN RAILWAY STATION, 7 1/2 FEET NORTHWEST OF THE
 PU0316'NORTHWEST RAIL OF THE MAIN TRACK AT AN OLD ABANDON WATER TANK
 PU0316'FOUNDATION, 1 FOOT ABOVE THE RAILS, AND SET IN THE TOP AND
 PU0316'SOUTHEAST END OF THE NORTHEAST FOUNDATION PROJECTING 18 INCHES
 PU0316'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0033 ***********************************************************************
 OT0033  DESIGNATION -  MC 22 2743 22
 OT0033  PID         -  OT0033
 OT0033  STATE/COUNTY-  SD/PENNINGTON
 OT0033  COUNTRY     -  US
 OT0033  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0033
 OT0033                         *CURRENT SURVEY CONTROL
 OT0033  ______________________________________________________________________
 OT0033* NAD 83(1986) POSITION- 43 59 30.     (N) 102 16 21.     (W)   SCALED
 OT0033* NAVD 88 ORTHO HEIGHT -   836.249 (meters)     2743.59  (feet) ADJUSTED
 OT0033  ______________________________________________________________________
 OT0033  GEOID HEIGHT    -        -18.906 (meters)                     GEOID18
 OT0033  DYNAMIC HEIGHT  -        835.995 (meters)     2742.76  (feet) COMP
 OT0033  MODELED GRAVITY -    980,286.1   (mgal)                       NAVD 88
 OT0033
 OT0033  VERT ORDER      -  SECOND    CLASS 0
 OT0033
 OT0033.The horizontal coordinates were scaled from a map and have
 OT0033.an estimated accuracy of +/- 6 seconds.
 OT0033
 OT0033.The orthometric height was determined by differential leveling and
 OT0033.adjusted by the NATIONAL GEODETIC SURVEY
 OT0033.in June 1991.
 OT0033
 OT0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0033.GEOID18 height accuracy estimate available here.
 OT0033
 OT0033.Click photographs - Photos may exist for this station.
 OT0033
 OT0033.The dynamic height is computed by dividing the NAVD 88
 OT0033.geopotential number by the normal gravity value computed on the
 OT0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0033.degrees latitude (g = 980.6199 gals.).
 OT0033
 OT0033.The modeled gravity was interpolated from observed gravity values.
 OT0033
 OT0033;                    North         East    Units  Estimated Accuracy
 OT0033;SPC SD S     -   186,050.      444,470.      MT  (+/- 180 meters Scaled)
 OT0033
 OT0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ187745(NAD 83)
 OT0033
 OT0033                          SUPERSEDED SURVEY CONTROL
 OT0033
 OT0033  NGVD 29 (??/??/92)  835.795  (m)         2742.10   (f) ADJ UNCH    2 0
 OT0033
 OT0033.Superseded values are not recommended for survey control.
 OT0033
 OT0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0033.See file dsdata.pdf to determine how the superseded data were derived.
 OT0033
 OT0033_MARKER: DD = SURVEY DISK
 OT0033_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OT0033_STAMPING: SOUTH DAKOTA MC 22 2743 22
 OT0033_MARK LOGO: USGS
 OT0033_PROJECTION: FLUSH
 OT0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0033
 OT0033  HISTORY     - Date     Condition        Report By
 OT0033  HISTORY     - 1922     MONUMENTED       USGS
 OT0033  HISTORY     - 1962     GOOD             CGS
 OT0033
 OT0033                          STATION DESCRIPTION
 OT0033
 OT0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0033'1.9 MI W FROM WALL.
 OT0033'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0033'THE STATION AT WALL, 84.3 FEET NORTHEAST OF AND ACROSS FROM
 OT0033'MILEPOST 593, AT THE SOUTHEAST END OF A CUT, 50 FEET NORTHEAST
 OT0033'OF THE NORTHEAST RAIL, 49 FEET NORTH NORTH WEST OF THE NORTHEAST
 OT0033'END OF A LARGE CONCRETE CULVERT, 49 FEET SOUTHWEST OF A FENCE,
 OT0033'1.2 FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 OT0033'CONCRETE POST AND FLUSH WITH THE GROUND, LEVEL WITH RAILS, IN
 OT0033'THE NW QUARTER OF SECTION 1, T 18 N, R 15 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0595 ***********************************************************************
 PT0595  DESIGNATION -  MC 34
 PT0595  PID         -  PT0595
 PT0595  STATE/COUNTY-  SD/HAAKON
 PT0595  COUNTRY     -  US
 PT0595  USGS QUAD   -  PHILIP SE (2017)
 PT0595
 PT0595                         *CURRENT SURVEY CONTROL
 PT0595  ______________________________________________________________________
 PT0595* NAD 83(1986) POSITION- 44 02 25.68   (N) 101 36 31.26   (W)   HD_HELD1
 PT0595* NAVD 88 ORTHO HEIGHT -   644.814 (meters)     2115.53  (feet) ADJUSTED
 PT0595  ______________________________________________________________________
 PT0595  GEOID HEIGHT    -        -21.311 (meters)                     GEOID18
 PT0595  DYNAMIC HEIGHT  -        644.623 (meters)     2114.90  (feet) COMP
 PT0595  MODELED GRAVITY -    980,302.5   (mgal)                       NAVD 88
 PT0595
 PT0595  VERT ORDER      -  SECOND    CLASS 0
 PT0595
 PT0595.The horizontal coordinates were determined by differentially corrected
 PT0595.hand held GPS observations or other comparable positioning techniques
 PT0595.and have an estimated accuracy of +/- 3 meters.
 PT0595
 PT0595.The orthometric height was determined by differential leveling and
 PT0595.adjusted by the NATIONAL GEODETIC SURVEY
 PT0595.in June 1991.
 PT0595
 PT0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0595.GEOID18 height accuracy estimate available here.
 PT0595
 PT0595.Click photographs - Photos may exist for this station.
 PT0595
 PT0595.The dynamic height is computed by dividing the NAVD 88
 PT0595.geopotential number by the normal gravity value computed on the
 PT0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0595.degrees latitude (g = 980.6199 gals.).
 PT0595
 PT0595.The modeled gravity was interpolated from observed gravity values.
 PT0595
 PT0595;                    North         East    Units  Estimated Accuracy
 PT0595;SPC SD S     -   190,435.7     497,789.3     MT  (+/- 3 meters HH1 GPS) 
 PT0595
 PT0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9099079676(NAD 83)
 PT0595
 PT0595                          SUPERSEDED SURVEY CONTROL
 PT0595
 PT0595  NGVD 29 (??/??/92)  644.37   (m)         2114.1    (f) COMPUTED    2 0
 PT0595
 PT0595.Superseded values are not recommended for survey control.
 PT0595
 PT0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0595.See file dsdata.pdf to determine how the superseded data were derived.
 PT0595
 PT0595_MARKER: DD = SURVEY DISK
 PT0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0595_STAMPING: MC 34 1922
 PT0595_MARK LOGO: USGS
 PT0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0595+STABILITY: SURFACE MOTION
 PT0595
 PT0595  HISTORY     - Date     Condition        Report By
 PT0595  HISTORY     - 1922     MONUMENTED       USGS
 PT0595  HISTORY     - 1962     MARK NOT FOUND   CGS
 PT0595
 PT0595                          STATION DESCRIPTION
 PT0595
 PT0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0595'3.3 MI E FROM PHILIP.
 PT0595'3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0595'TIE CITY WATER TANK AT PHILIP, HAAKON COUNTY, AT MILEPOST 557,
 PT0595'40 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET WEST
 PT0595'OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PT0595'STAMPED MC 34 1922 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0458 ***********************************************************************
 PT0458  DESIGNATION -  MC 36
 PT0458  PID         -  PT0458
 PT0458  STATE/COUNTY-  SD/HAAKON
 PT0458  COUNTRY     -  US
 PT0458  USGS QUAD   -  POWELL (2017)
 PT0458
 PT0458                         *CURRENT SURVEY CONTROL
 PT0458  ______________________________________________________________________
 PT0458* NAD 83(1986) POSITION- 44 02 41.     (N) 101 29 18.     (W)   SCALED
 PT0458* NAVD 88 ORTHO HEIGHT -   624.296 (meters)     2048.21  (feet) ADJUSTED
 PT0458  ______________________________________________________________________
 PT0458  GEOID HEIGHT    -        -21.764 (meters)                     GEOID18
 PT0458  DYNAMIC HEIGHT  -        624.108 (meters)     2047.59  (feet) COMP
 PT0458  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 PT0458
 PT0458  VERT ORDER      -  SECOND    CLASS 0
 PT0458
 PT0458.The horizontal coordinates were scaled from a map and have
 PT0458.an estimated accuracy of +/- 6 seconds.
 PT0458
 PT0458.The orthometric height was determined by differential leveling and
 PT0458.adjusted by the NATIONAL GEODETIC SURVEY
 PT0458.in June 1991.
 PT0458
 PT0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0458.GEOID18 height accuracy estimate available here.
 PT0458
 PT0458.Click photographs - Photos may exist for this station.
 PT0458
 PT0458.The dynamic height is computed by dividing the NAVD 88
 PT0458.geopotential number by the normal gravity value computed on the
 PT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0458.degrees latitude (g = 980.6199 gals.).
 PT0458
 PT0458.The modeled gravity was interpolated from observed gravity values.
 PT0458
 PT0458;                    North         East    Units  Estimated Accuracy
 PT0458;SPC SD S     -   190,770.      507,440.      MT  (+/- 180 meters Scaled)
 PT0458
 PT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP006798(NAD 83)
 PT0458
 PT0458                          SUPERSEDED SURVEY CONTROL
 PT0458
 PT0458  NGVD 29 (??/??/92)  623.84   (m)         2046.7    (f) COMPUTED    2 0
 PT0458
 PT0458.Superseded values are not recommended for survey control.
 PT0458
 PT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0458.See file dsdata.pdf to determine how the superseded data were derived.
 PT0458
 PT0458_MARKER: DD = SURVEY DISK
 PT0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0458_STAMPING: MC 36 1922
 PT0458_MARK LOGO: USGS
 PT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0458+STABILITY: SURFACE MOTION
 PT0458
 PT0458  HISTORY     - Date     Condition        Report By
 PT0458  HISTORY     - 1922     MONUMENTED       USGS
 PT0458  HISTORY     - 1962     MARK NOT FOUND   CGS
 PT0458
 PT0458                          STATION DESCRIPTION
 PT0458
 PT0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0458'AT POWELL.
 PT0458'AT POWELL, HAAKON COUNTY, ABOUT 875 FEET EAST OF THE CHICAGO
 PT0458'AND NORTH WESTERN RAILWAY STATION, 45 FEET SOUTH OF THE CENTER
 PT0458'LINE OF THE TRACK, AND 4 FEET SOUTH OF A POLE.  A UNITED STATES
 PT0458'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MC 36 1922 AND SET IN
 PT0458'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0474 ***********************************************************************
 PT0474  DESIGNATION -  MC 38
 PT0474  PID         -  PT0474
 PT0474  STATE/COUNTY-  SD/HAAKON
 PT0474  COUNTRY     -  US
 PT0474  USGS QUAD   -  NOWLIN (2017)
 PT0474
 PT0474                         *CURRENT SURVEY CONTROL
 PT0474  ______________________________________________________________________
 PT0474* NAD 83(1986) POSITION- 44 03 23.     (N) 101 21 34.     (W)   SCALED
 PT0474* NAVD 88 ORTHO HEIGHT -   611.249 (meters)     2005.41  (feet) ADJUSTED
 PT0474  ______________________________________________________________________
 PT0474  GEOID HEIGHT    -        -22.219 (meters)                     GEOID18
 PT0474  DYNAMIC HEIGHT  -        611.063 (meters)     2004.80  (feet) COMP
 PT0474  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 PT0474
 PT0474  VERT ORDER      -  SECOND    CLASS 0
 PT0474
 PT0474.The horizontal coordinates were scaled from a map and have
 PT0474.an estimated accuracy of +/- 6 seconds.
 PT0474
 PT0474.The orthometric height was determined by differential leveling and
 PT0474.adjusted by the NATIONAL GEODETIC SURVEY
 PT0474.in June 1991.
 PT0474
 PT0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0474.GEOID18 height accuracy estimate available here.
 PT0474
 PT0474.Click photographs - Photos may exist for this station.
 PT0474
 PT0474.The dynamic height is computed by dividing the NAVD 88
 PT0474.geopotential number by the normal gravity value computed on the
 PT0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0474.degrees latitude (g = 980.6199 gals.).
 PT0474
 PT0474.The modeled gravity was interpolated from observed gravity values.
 PT0474
 PT0474;                    North         East    Units  Estimated Accuracy
 PT0474;SPC SD S     -   191,930.      517,790.      MT  (+/- 180 meters Scaled)
 PT0474
 PT0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP110808(NAD 83)
 PT0474
 PT0474                          SUPERSEDED SURVEY CONTROL
 PT0474
 PT0474  NGVD 29 (??/??/92)  610.787  (m)         2003.89   (f) ADJ UNCH    2 0
 PT0474
 PT0474.Superseded values are not recommended for survey control.
 PT0474
 PT0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0474.See file dsdata.pdf to determine how the superseded data were derived.
 PT0474
 PT0474_MARKER: DD = SURVEY DISK
 PT0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0474_STAMPING: MC 38 1922
 PT0474_MARK LOGO: USGS
 PT0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0474+STABILITY: SURFACE MOTION
 PT0474
 PT0474  HISTORY     - Date     Condition        Report By
 PT0474  HISTORY     - 1922     MONUMENTED       USGS
 PT0474  HISTORY     - 1934     GOOD             CGS
 PT0474
 PT0474                          STATION DESCRIPTION
 PT0474
 PT0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0474'3.1 MI W FROM NOWLIN.
 PT0474'3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0474'THE STATION AT NOWLIN, HAAKON COUNTY, AT MILEPOST 544, 40 FEET
 PT0474'SOUTH OF THE CENTER LINE OF THE TRACK, 5 FEET WEST OF A POLE,
 PT0474'AND ABOUT 4 FEET HIGHER THAN THE RAIL.  A UNITED STATES GEOLOGICAL
 PT0474'SURVEY STANDARD DISK, STAMPED MC 38 1922 AND SET IN THE TOP OF
 PT0474'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0477 ***********************************************************************
 PT0477  DESIGNATION -  MC 39
 PT0477  PID         -  PT0477
 PT0477  STATE/COUNTY-  SD/HAAKON
 PT0477  COUNTRY     -  US
 PT0477  USGS QUAD   -  NOWLIN (2017)
 PT0477
 PT0477                         *CURRENT SURVEY CONTROL
 PT0477  ______________________________________________________________________
 PT0477* NAD 83(1986) POSITION- 44 02 52.     (N) 101 18 08.     (W)   SCALED
 PT0477* NAVD 88 ORTHO HEIGHT -   598.945 (meters)     1965.04  (feet) ADJUSTED
 PT0477  ______________________________________________________________________
 PT0477  GEOID HEIGHT    -        -22.420 (meters)                     GEOID18
 PT0477  DYNAMIC HEIGHT  -        598.762 (meters)     1964.44  (feet) COMP
 PT0477  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 PT0477
 PT0477  VERT ORDER      -  SECOND    CLASS 0
 PT0477
 PT0477.The horizontal coordinates were scaled from a map and have
 PT0477.an estimated accuracy of +/- 6 seconds.
 PT0477
 PT0477.The orthometric height was determined by differential leveling and
 PT0477.adjusted by the NATIONAL GEODETIC SURVEY
 PT0477.in June 1991.
 PT0477
 PT0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0477.GEOID18 height accuracy estimate available here.
 PT0477
 PT0477.Click photographs - Photos may exist for this station.
 PT0477
 PT0477.The dynamic height is computed by dividing the NAVD 88
 PT0477.geopotential number by the normal gravity value computed on the
 PT0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0477.degrees latitude (g = 980.6199 gals.).
 PT0477
 PT0477.The modeled gravity was interpolated from observed gravity values.
 PT0477
 PT0477;                    North         East    Units  Estimated Accuracy
 PT0477;SPC SD S     -   190,920.      522,360.      MT  (+/- 180 meters Scaled)
 PT0477
 PT0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP155797(NAD 83)
 PT0477
 PT0477                          SUPERSEDED SURVEY CONTROL
 PT0477
 PT0477  NGVD 29 (??/??/92)  598.484  (m)         1963.53   (f) ADJ UNCH    2 0
 PT0477
 PT0477.Superseded values are not recommended for survey control.
 PT0477
 PT0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0477.See file dsdata.pdf to determine how the superseded data were derived.
 PT0477
 PT0477_MARKER: DD = SURVEY DISK
 PT0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0477_STAMPING: MC 39 1922
 PT0477_MARK LOGO: USGS
 PT0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0477+STABILITY: SURFACE MOTION
 PT0477
 PT0477  HISTORY     - Date     Condition        Report By
 PT0477  HISTORY     - 1922     MONUMENTED       USGS
 PT0477  HISTORY     - 1934     GOOD             CGS
 PT0477
 PT0477                          STATION DESCRIPTION
 PT0477
 PT0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0477'AT NOWLIN.
 PT0477'AT NOWLIN, HAAKON COUNTY, IN LINE WITH THE WEST END OF THE
 PT0477'CHICAGO AND NORTH WESTERN RAILWAY STATION, AND ABOUT 100 FEET
 PT0477'SOUTH OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 PT0477'SURVEY STANDARD DISK, STAMPED MC 38 1922 AND SET IN THE TOP OF
 PT0477'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0479 ***********************************************************************
 PT0479  DESIGNATION -  MC 40
 PT0479  PID         -  PT0479
 PT0479  STATE/COUNTY-  SD/HAAKON
 PT0479  COUNTRY     -  US
 PT0479  USGS QUAD   -  NOWLIN (2017)
 PT0479
 PT0479                         *CURRENT SURVEY CONTROL
 PT0479  ______________________________________________________________________
 PT0479* NAD 83(1986) POSITION- 44 03 18.     (N) 101 16 00.     (W)   SCALED
 PT0479* NAVD 88 ORTHO HEIGHT -   588.283 (meters)     1930.06  (feet) ADJUSTED
 PT0479  ______________________________________________________________________
 PT0479  GEOID HEIGHT    -        -22.532 (meters)                     GEOID18
 PT0479  DYNAMIC HEIGHT  -        588.106 (meters)     1929.48  (feet) COMP
 PT0479  MODELED GRAVITY -    980,299.8   (mgal)                       NAVD 88
 PT0479
 PT0479  VERT ORDER      -  SECOND    CLASS 0
 PT0479
 PT0479.The horizontal coordinates were scaled from a map and have
 PT0479.an estimated accuracy of +/- 6 seconds.
 PT0479
 PT0479.The orthometric height was determined by differential leveling and
 PT0479.adjusted by the NATIONAL GEODETIC SURVEY
 PT0479.in June 1991.
 PT0479
 PT0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0479.GEOID18 height accuracy estimate available here.
 PT0479
 PT0479.Click photographs - Photos may exist for this station.
 PT0479
 PT0479.The dynamic height is computed by dividing the NAVD 88
 PT0479.geopotential number by the normal gravity value computed on the
 PT0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0479.degrees latitude (g = 980.6199 gals.).
 PT0479
 PT0479.The modeled gravity was interpolated from observed gravity values.
 PT0479
 PT0479;                    North         East    Units  Estimated Accuracy
 PT0479;SPC SD S     -   191,690.      525,220.      MT  (+/- 180 meters Scaled)
 PT0479
 PT0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP184804(NAD 83)
 PT0479
 PT0479                          SUPERSEDED SURVEY CONTROL
 PT0479
 PT0479  NGVD 29 (??/??/92)  587.825  (m)         1928.56   (f) ADJ UNCH    2 0
 PT0479
 PT0479.Superseded values are not recommended for survey control.
 PT0479
 PT0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0479.See file dsdata.pdf to determine how the superseded data were derived.
 PT0479
 PT0479_MARKER: DD = SURVEY DISK
 PT0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0479_STAMPING: MC 40 1922
 PT0479_MARK LOGO: USGS
 PT0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0479+STABILITY: SURFACE MOTION
 PT0479
 PT0479  HISTORY     - Date     Condition        Report By
 PT0479  HISTORY     - 1922     MONUMENTED       USGS
 PT0479  HISTORY     - 1934     GOOD             CGS
 PT0479
 PT0479                          STATION DESCRIPTION
 PT0479
 PT0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0479'1.9 MI E FROM NOWLIN.
 PT0479'1.9 MILES EAST ALONG THE CHICAGO, AND NORTH WESTERN RAILWAY FROM
 PT0479'THE STATION AT NOWLIN, HAAKON COUNTY, AT MILEPOST 539, 35 FEET
 PT0479'SOUTH OF THE CENTER LINE OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0630 ***********************************************************************
 PU0630  DESIGNATION -  MC 5
 PU0630  PID         -  PU0630
 PU0630  STATE/COUNTY-  SD/PENNINGTON
 PU0630  COUNTRY     -  US
 PU0630  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU0630
 PU0630                         *CURRENT SURVEY CONTROL
 PU0630  ______________________________________________________________________
 PU0630* NAD 83(1986) POSITION- 44 06 07.     (N) 102 56 59.     (W)   SCALED
 PU0630* NAVD 88 ORTHO HEIGHT -   893.279 (meters)     2930.70  (feet) ADJUSTED
 PU0630  ______________________________________________________________________
 PU0630  GEOID HEIGHT    -        -17.124 (meters)                     GEOID18
 PU0630  DYNAMIC HEIGHT  -        892.988 (meters)     2929.74  (feet) COMP
 PU0630  MODELED GRAVITY -    980,263.5   (mgal)                       NAVD 88
 PU0630
 PU0630  VERT ORDER      -  SECOND    CLASS 0
 PU0630
 PU0630.The horizontal coordinates were scaled from a map and have
 PU0630.an estimated accuracy of +/- 6 seconds.
 PU0630
 PU0630.The orthometric height was determined by differential leveling and
 PU0630.adjusted by the NATIONAL GEODETIC SURVEY
 PU0630.in June 1991.
 PU0630
 PU0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0630.GEOID18 height accuracy estimate available here.
 PU0630
 PU0630.Click photographs - Photos may exist for this station.
 PU0630
 PU0630.The dynamic height is computed by dividing the NAVD 88
 PU0630.geopotential number by the normal gravity value computed on the
 PU0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0630.degrees latitude (g = 980.6199 gals.).
 PU0630
 PU0630.The modeled gravity was interpolated from observed gravity values.
 PU0630
 PU0630;                    North         East    Units  Estimated Accuracy
 PU0630;SPC SD S     -   199,780.      390,560.      MT  (+/- 180 meters Scaled)
 PU0630
 PU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ640852(NAD 83)
 PU0630
 PU0630                          SUPERSEDED SURVEY CONTROL
 PU0630
 PU0630  NGVD 29 (??/??/92)  892.807  (m)         2929.15   (f) ADJ UNCH    2 0
 PU0630
 PU0630.Superseded values are not recommended for survey control.
 PU0630
 PU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0630.See file dsdata.pdf to determine how the superseded data were derived.
 PU0630
 PU0630_MARKER: DD = SURVEY DISK
 PU0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0630_STAMPING: MC 5 1922 SO DAK 2933
 PU0630_MARK LOGO: USGS
 PU0630_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0630+STABILITY: SURFACE MOTION
 PU0630
 PU0630  HISTORY     - Date     Condition        Report By
 PU0630  HISTORY     - 1922     MONUMENTED       USGS
 PU0630  HISTORY     - 1934     GOOD             CGS
 PU0630
 PU0630                          STATION DESCRIPTION
 PU0630
 PU0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0630'5.8 MI W FROM NEW UNDERWOOD.
 PU0630'5.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0630'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 8 POLES EAST OF
 PU0630'MILEPOST 635, 48 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 PU0630'A SECTION ROAD, 37.5 FEET SOUTH OF THE SOUTH RAIL, 27 FEET EAST OF
 PU0630'THE CENTERLINE OF THE SECTION ROAD, AND 12 FEET NORTHWEST OF BM T
 PU0630'131, DESCRIBED ABOVE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PU0630'DISK, STAMPED MC 5 1922 SO. DAK. 2,933 AND SET IN THE TOP OF A
 PU0630'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0258 ***********************************************************************
 PT0258  DESIGNATION -  MC 55
 PT0258  PID         -  PT0258
 PT0258  STATE/COUNTY-  SD/STANLEY
 PT0258  COUNTRY     -  US
 PT0258  USGS QUAD   -  PIERRE SW (2017)
 PT0258
 PT0258                         *CURRENT SURVEY CONTROL
 PT0258  ______________________________________________________________________
 PT0258* NAD 83(1986) POSITION- 44 18 22.     (N) 100 26 16.     (W)   SCALED
 PT0258* NAVD 88 ORTHO HEIGHT -   452.578 (meters)     1484.83  (feet) ADJUSTED
 PT0258  ______________________________________________________________________
 PT0258  GEOID HEIGHT    -        -23.604 (meters)                     GEOID18
 PT0258  DYNAMIC HEIGHT  -        452.476 (meters)     1484.50  (feet) COMP
 PT0258  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 PT0258
 PT0258  VERT ORDER      -  SECOND    CLASS 0
 PT0258
 PT0258.The horizontal coordinates were scaled from a map and have
 PT0258.an estimated accuracy of +/- 6 seconds.
 PT0258
 PT0258.The orthometric height was determined by differential leveling and
 PT0258.adjusted by the NATIONAL GEODETIC SURVEY
 PT0258.in June 1991.
 PT0258
 PT0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0258.GEOID18 height accuracy estimate available here.
 PT0258
 PT0258.Click photographs - Photos may exist for this station.
 PT0258
 PT0258.The dynamic height is computed by dividing the NAVD 88
 PT0258.geopotential number by the normal gravity value computed on the
 PT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0258.degrees latitude (g = 980.6199 gals.).
 PT0258
 PT0258.The modeled gravity was interpolated from observed gravity values.
 PT0258
 PT0258;                    North         East    Units  Estimated Accuracy
 PT0258;SPC SD S     -   219,170.      591,670.      MT  (+/- 180 meters Scaled)
 PT0258
 PT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ853068(NAD 83)
 PT0258
 PT0258                          SUPERSEDED SURVEY CONTROL
 PT0258
 PT0258  NGVD 29 (??/??/92)  452.190  (m)         1483.56   (f) ADJ UNCH    2 0
 PT0258
 PT0258.Superseded values are not recommended for survey control.
 PT0258
 PT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0258.See file dsdata.pdf to determine how the superseded data were derived.
 PT0258
 PT0258_MARKER: P = PIPE CAP
 PT0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0258_MARK LOGO: USGS
 PT0258_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0258
 PT0258  HISTORY     - Date     Condition        Report By
 PT0258  HISTORY     - 1922     MONUMENTED       USGS
 PT0258  HISTORY     - 1934     GOOD             CGS
 PT0258
 PT0258                          STATION DESCRIPTION
 PT0258
 PT0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0258'3.7 MI E FROM TETON.
 PT0258'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, AT MILEPOST 490.
 PT0258'CAP ON TOP OF IRON PIPE, 43 FEET SOUTH OF TRACKS, 9 FEET SOUTHEAST
 PT0258'OF POLE.  280 FEET WEST OF PRIVATE ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0250 ***********************************************************************
 PT0250  DESIGNATION -  MC 57 AZ MK
 PT0250  PID         -  PT0250
 PT0250  STATE/COUNTY-  SD/STANLEY
 PT0250  COUNTRY     -  US
 PT0250  USGS QUAD   -  OAHE DAM (2017)
 PT0250
 PT0250                         *CURRENT SURVEY CONTROL
 PT0250  ______________________________________________________________________
 PT0250* NAD 83(1986) POSITION- 44 22 44.89   (N) 100 25 01.53   (W)   HD_HELD1
 PT0250* NAVD 88 ORTHO HEIGHT -   526.287 (meters)     1726.66  (feet) ADJUSTED
 PT0250  ______________________________________________________________________
 PT0250  GEOID HEIGHT    -        -23.372 (meters)                     GEOID18
 PT0250  DYNAMIC HEIGHT  -        526.177 (meters)     1726.30  (feet) COMP
 PT0250  MODELED GRAVITY -    980,393.9   (mgal)                       NAVD 88
 PT0250
 PT0250  VERT ORDER      -  FIRST     CLASS II
 PT0250
 PT0250.The horizontal coordinates were determined by differentially corrected
 PT0250.hand held GPS observations or other comparable positioning techniques
 PT0250.and have an estimated accuracy of +/- 3 meters.
 PT0250
 PT0250.The orthometric height was determined by differential leveling and
 PT0250.adjusted by the NATIONAL GEODETIC SURVEY
 PT0250.in October 1997.
 PT0250
 PT0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0250.GEOID18 height accuracy estimate available here.
 PT0250
 PT0250.Click photographs - Photos may exist for this station.
 PT0250
 PT0250.The dynamic height is computed by dividing the NAVD 88
 PT0250.geopotential number by the normal gravity value computed on the
 PT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0250.degrees latitude (g = 980.6199 gals.).
 PT0250
 PT0250.The modeled gravity was interpolated from observed gravity values.
 PT0250
 PT0250;                    North         East    Units  Estimated Accuracy
 PT0250;SPC SD S     -   227,284.6     593,325.0     MT  (+/- 3 meters HH1 GPS) 
 PT0250
 PT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8711114960(NAD 83)
 PT0250
 PT0250                          SUPERSEDED SURVEY CONTROL
 PT0250
 PT0250  NAVD 88 (06/15/91)  526.309  (m)         1726.73   (f) SUPERSEDED  1 2
 PT0250  NGVD 29 (??/??/92)  525.924  (m)         1725.47   (f) ADJ UNCH    1 2
 PT0250
 PT0250.Superseded values are not recommended for survey control.
 PT0250
 PT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0250.See file dsdata.pdf to determine how the superseded data were derived.
 PT0250
 PT0250_MARKER: DZ = AZIMUTH MARK DISK
 PT0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0250_STAMPING: MC 57 USGS 1945
 PT0250_MARK LOGO: CGS
 PT0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0250+STABILITY: SURFACE MOTION
 PT0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0250+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 PT0250
 PT0250  HISTORY     - Date     Condition        Report By
 PT0250  HISTORY     - 1945     MONUMENTED       CGS
 PT0250  HISTORY     - 1949     GOOD             CGS
 PT0250  HISTORY     - 1951     GOOD             CGS
 PT0250  HISTORY     - 1981     GOOD             NGS
 PT0250  HISTORY     - 19810429 GOOD             NGS
 PT0250  HISTORY     - 19950802 GOOD             NGS
 PT0250  HISTORY     - 20120516 GOOD             INDIV
 PT0250
 PT0250                          STATION DESCRIPTION
 PT0250
 PT0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0250'3.1 MI NW FROM FORT PIERRE.
 PT0250'3.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0250'AT FORT PIERRE, ON THE WEST SLOPE OF A HILL, 0.2 MILE SOUTHEAST
 PT0250'OF THE JUNCTION WITH NEW U.S. HIGHWAY 14, 54 FEET NORTH OF THE
 PT0250'CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTH OF A WITNESS POST, SET
 PT0250'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 PT0250'GROUND.
 PT0250
 PT0250                          STATION RECOVERY (1951)
 PT0250
 PT0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0250'RECOVERED IN GOOD CONDITION.
 PT0250
 PT0250                          STATION RECOVERY (1981)
 PT0250
 PT0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0250'3.7 KN (2.3 MI) WEST ALONG HIGHWAY 14 FROM THE JUNCTION OF HIGHWAYS
 PT0250'14 AND 83 ON THE NORTH SIDE OF FORT PIERRE, THENCE SOUTHEAST ALONG
 PT0250'GRAVELED ROAD 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT, 16.4 M (53.8
 PT0250'FT) NORTH-NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 3.2 M (10.5
 PT0250'FT) NORTH-NORTHEAST OF A FENCE.
 PT0250
 PT0250                          STATION RECOVERY (1981)
 PT0250
 PT0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0250'THE STATION IS LOCATED ABOUT 3.7 MILES (6.0 KM) WEST-NORTHWEST OF
 PT0250'PIERRE, 2.7 MILES (4.3 KM) NORTHWEST OF FORT PIERRE AND 0.3 MILE (0.5
 PT0250'KM) SOUTHEAST OF HIGHWAYS 14 AND 34 ALONG THE NORTHEAST SIDE OF A
 PT0250'GRAVELED ROAD IN PASTURE LAND TO REACH THE STATION FROM THE JUNCTION
 PT0250'OF HIGHWAYS 14,34 AND 1806 ABOUT 2 MILES (3.2 KM) WEST OF PIERRE, GO
 PT0250'WEST ON HIGHWAYS 14 AND 34 FOR 1.4 MILES (2.3 KM) TO A SIDE ROAD LEFT.
 PT0250'TURN LEFT AND GO SOUTHEAST ALONG GRAVELED ROAD FOR 0.3 MILE (0.5 KM)
 PT0250'TO THE MARK ON THE LEFT.  IT IS 53.8 FEET (16.4 M) NORTH-NORTHEAST OF
 PT0250'THE CENTER OF THE ROAD, 10.5 FEET (3.2 M) NORTH-NORTHEAST OF A FENCE
 PT0250'AND 1.5 FEET (0.5 M) WEST OF A METAL WITNESS POST.
 PT0250
 PT0250                          STATION RECOVERY (1995)
 PT0250
 PT0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0250'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0250'IN PIERRE, THENCE 0.4 KM (0.25 MI) SOUTHEASTERLY ALONG VERENDRYE ROAD,
 PT0250'24.7 M (81.0 FT) NORTHWEST OF A FENCE, 16.7 M (54.8 FT) NORTHEAST OF
 PT0250'THE ROAD CENTER, 3.4 M (11.2 FT) NORTHEAST OF A WITNESS POST AND
 PT0250'FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT
 PT0250'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 PT0250'IS ON PROPERTY OWNED BY DOUG FISCHER, 3500 VERENDRYE DRIVE, FORT
 PT0250'PIERRE, SD 57532, TELEPHONE NUMBER (605) 223-3269.
 PT0250
 PT0250                          STATION RECOVERY (2012)
 PT0250
 PT0250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0874 ***********************************************************************
 PT0874  DESIGNATION -  MC 57 RESET
 PT0874  PID         -  PT0874
 PT0874  STATE/COUNTY-  SD/STANLEY
 PT0874  COUNTRY     -  US
 PT0874  USGS QUAD   -  OAHE DAM (2017)
 PT0874
 PT0874                         *CURRENT SURVEY CONTROL
 PT0874  ______________________________________________________________________
 PT0874* NAD 83(1996) POSITION- 44 22 59.87768(N) 100 25 09.21428(W)   ADJUSTED
 PT0874* NAVD 88 ORTHO HEIGHT -   533.380 (meters)     1749.93  (feet) ADJUSTED
 PT0874  ______________________________________________________________________
 PT0874  GEOID HEIGHT    -        -23.355 (meters)                     GEOID18
 PT0874  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 PT0874  DYNAMIC HEIGHT  -        533.269 (meters)     1749.57  (feet) COMP
 PT0874  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 PT0874
 PT0874  HORZ ORDER      -  THIRD
 PT0874  VERT ORDER      -  FIRST     CLASS II
 PT0874
 PT0874.The horizontal coordinates were established by classical geodetic methods
 PT0874.and adjusted by the National Geodetic Survey in January 1998.
 PT0874
 PT0874.The orthometric height was determined by differential leveling and
 PT0874.adjusted by the NATIONAL GEODETIC SURVEY
 PT0874.in October 1997.
 PT0874
 PT0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0874.GEOID18 height accuracy estimate available here.
 PT0874
 PT0874.Click photographs - Photos may exist for this station.
 PT0874
 PT0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0874
 PT0874.The dynamic height is computed by dividing the NAVD 88
 PT0874.geopotential number by the normal gravity value computed on the
 PT0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0874.degrees latitude (g = 980.6199 gals.).
 PT0874
 PT0874.The modeled gravity was interpolated from observed gravity values.
 PT0874
 PT0874. The following values were computed from the NAD 83(1996) position.
 PT0874
 PT0874;                    North         East     Units Scale Factor Converg.
 PT0874;SPC SD S     -   227,747.384   593,155.395   MT  0.99999605   -0 03 33.3
 PT0874;SPC SD S     -   747,201.21  1,946,043.99   sFT  0.99999605   -0 03 33.3
 PT0874;UTM  14      - 4,915,425.925   386,949.623   MT  0.99975717   -0 59 34.0
 PT0874
 PT0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0874!SPC SD S     -   0.99992004  x   0.99999605  =   0.99991609
 PT0874!UTM  14      -   0.99992004  x   0.99975717  =   0.99967722
 PT0874
 PT0874:                Primary Azimuth Mark                     Grid Az
 PT0874:SPC SD S     -  MC 57 AZ MK                              159 52 19.6
 PT0874:UTM  14      -  MC 57 AZ MK                              160 48 20.3
 PT0874
 PT0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8694915425(NAD 83)
 PT0874
 PT0874|---------------------------------------------------------------------|
 PT0874| PID    Reference Object                     Distance      Geod. Az  |
 PT0874|                                                           dddmmss.s |
 PT0874| PT0249 MC 57 RM 1                           14.996 METERS 10328     |
 PT0874| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX. 6.1 KM 1071337.8 |
 PT0874| PT1035 PIERRE INDIAN SCHOOL TANK           APPROX. 9.5 KM 1114557.7 |
 PT0874| PT0250 MC 57 AZ MK                                        1594846.3 |
 PT0874| CQ5669 MC 57 RM 2                           29.735 METERS 20851     |
 PT0874|---------------------------------------------------------------------|
 PT0874
 PT0874                          SUPERSEDED SURVEY CONTROL
 PT0874
 PT0874  NAD 83(1986)-  44 22 59.87305(N)    100 25 09.21787(W) AD(       ) 3
 PT0874  NGVD 29 (04/17/07)  533.03   (m)         1748.8    (f) RESET       3  
 PT0874
 PT0874.Superseded values are not recommended for survey control.
 PT0874
 PT0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0874.See file dsdata.pdf to determine how the superseded data were derived.
 PT0874
 PT0874_MARKER: DH = HORIZONTAL CONTROL DISK
 PT0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0874_STAMPING: MC 57 USGS 1945 1981
 PT0874_MARK LOGO: NGS
 PT0874_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0874+STABILITY: SURFACE MOTION
 PT0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0874+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 PT0874
 PT0874  HISTORY     - Date     Condition        Report By
 PT0874  HISTORY     - 1981     MONUMENTED       NGS
 PT0874  HISTORY     - 1981     GOOD             NGS
 PT0874  HISTORY     - 19810313 GOOD             NGS
 PT0874  HISTORY     - 19950802 GOOD             NGS
 PT0874  HISTORY     - 20120517 GOOD             INDIV
 PT0874
 PT0874                          STATION DESCRIPTION
 PT0874
 PT0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 PT0874'5.5 KM (3.4 MI) NW FROM FORT PIERRE.
 PT0874'3.7 KM (2.3 MI) WEST ALONG HIGHWAY 14 FROM THE JUNCTION OF HIGHWYAS
 PT0874'14 AND 83 ON THE NORTH SIDE OF FORT PIERRE, THENCE 0.2 KM (0.1 MI)
 PT0874'NORTHWEST ALONG OLD HIGHWAY BED TO MARK ON THE RIGHT, 26.0 METERS
 PT0874'(85.3 FEET) NORTHEAST OF THE CENTER OF THE OLD ROAD BED.
 PT0874'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 PT0874'THE MARK IS 1.0 FT ABOVE ROAD.
 PT0874
 PT0874                          STATION RECOVERY (1981)
 PT0874
 PT0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0874'RECOVERED IN GOOD CONDITION.
 PT0874
 PT0874                          STATION RECOVERY (1981)
 PT0874
 PT0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CL)
 PT0874'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 PT0874'CONDITION.  REFERENCE MARK 1 MAY HAVE BEEN HIT SOME TIME IN THE PAST
 PT0874'BUT IS SOLID.  THE STATION MARK WAS RECOVERED WITH THE TOP BROKEN OFF
 PT0874'AND REFERENCE MARK 2 HAS BEEN DESTROYED.  THE PIECE BROKEN OFF OF THE
 PT0874'STATION MARK WAS LAYING BESIDE THE REMAINDER OF THE MONUMENT WHICH WAS
 PT0874'STILL VERY SOLID IN THE GROUND.  THE DISK WAS STILL IN THE PIECE AND
 PT0874'BEING THERE WAS NO UNDERGROUND MARK THE PIECE WAS SET BACK ON TOP OF
 PT0874'THE REMAINING MONUMENT.  IT COULD BE REPLACED VERY NEAR ITS ORIGINAL
 PT0874'POSITION BECAUSE OF THE IRREGULAR BREAK.  THIS POINT WAS HELD AND AN
 PT0874'UNDERGROUND MARK AND NEW SURFACE MARK WAS ESTABLISHED. THE OLD CHECK
 PT0874'ANGLES TO STATION ROSS MORC 1889 AND TWO RELIABLE LANDMARKS WERE
 PT0874'OBSERVED AND AGREED REASONABLY WELL WITH THE OLD DATA.  THE DISTANCE
 PT0874'AND DIRECTION TO REFERENCE MARK, VARIED FROM THE OLD DATA BY 0.036
 PT0874'METERS (0.118 FT) AND ABOUT 7 MINUTES RESPECTIVELY. HOWEVER, WHEN THE
 PT0874'POINT WAS MOVED TO WHERE IT AGREED WITH THE OLD DATA TO REFERENCE MARK
 PT0874'1 THE CHECK ANGLES WERE NOT VERY GOOD AND THE BROKEN PIECE OF MARK DID
 PT0874'NOT FIT BACK ON THE REMAINING MONUMENT.  A NEW REFERENCE MARK 3 WAS
 PT0874'ALSO ESTABLISHED.  A NEW COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS
 PT0874'LOCATED ABOUT 3.8 MILES (6.1 KM) WEST-NORTHWEST OF PIERRE, 3 MILES
 PT0874'(4.8 KM) NORTHWEST OF FORT PIERRE AND 0.05 MILE (0.08 KM) NORTH OF
 PT0874'HIGHWAYS 14 AND 34 ON A RIDGE OVERLOOKING THE MISSOURI RIVER.  TO
 PT0874'REACH THE STATION FROM THE POST OFFICE IN PIERRE, GO NORTHWEST AND
 PT0874'WEST ON HIGHWAYS 14 AND 34 FOR 2.3 MILES (3.7 KM) TO THE JUNCTION OF
 PT0874'HIGHWAY 1806.  CONTINUE ON HIGHWAYS 14 AND 34 FOR 1.4 MILES (2.3 KM)
 PT0874'TO A SIDE ROAD LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.25 MILE (0.40
 PT0874'KM) TO A GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE, AND GO
 PT0874'NORTH ON TRACK ROAD FOR 0.05 MILE (0.08 KM) TO AN OLD ROAD BED.  TURN
 PT0874'RIGHT AND GO EAST ALONG OLD ROAD BED FOR 0.25 MILE (0.40 KM) TO THE
 PT0874'STATION ON THE RIGHT. MORC 1889. THE STATION IS A STANDARD NGS DISK
 PT0874'STAMPED MC 57 USGS 1945 1981 SET INTO THE TOP OF A ROUND CONCRETE
 PT0874'MONUMENT 12 INCHES 30 CM IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE
 PT0874'THE GROUND.  LOCATED 16.23 METERS (53.25 FT) NORTH FROM THE CENTER OF
 PT0874'TRACK ROAD, 0.45 METERS (1.48 FT) EAST FROM A METAL WITNESS POST.
 PT0874'REFERENCE MARK NO.  1 IS A STANDARD CGS USGS MC 57 1945 NO.  1 SET
 PT0874'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES 30 ON SIDE
 PT0874'PROJECTING 5 INCHES 12 CM ABOVE THE GROUND.  LOCATED 15.93 METERS
 PT0874'(52.26 FT) EAST FROM A METAL WITNESS POST, 6.22 METERS (20.41 FT)
 PT0874'NORTHWEST FROM THE CENTER OF A TRACK ROAD. REFERENCE MARK NO.  3 IS A
 PT0874'STANDARD NGS DISK STAMPED MC 57 USGS 1945 NO.  3 1981 SET INTO THE TOP
 PT0874'OF A ROUND CONCRETE MONUMENT 12 INCHES 30 CM IN DIAMETER PROJECTING 5
 PT0874'INCHES 12 CM ABOVE THE GROUND. LOCATED 27.87 METERS (91.44 FT) NORTH
 PT0874'FROM THE CENTER OF THE TRACK ROAD, 11.64 METERS (38.19 FT) NORTH FROM
 PT0874'A METAL WITNESS POST AND 1 FEET (0.3 M) 3 METERS (9.8 FT) HIGHER.
 PT0874
 PT0874                          STATION RECOVERY (1995)
 PT0874
 PT0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0874'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0874'IN PIERRE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG AN ABANDONED ROAD,
 PT0874'40.7 M (133.5 FT) SOUTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 38.9
 PT0874'M (127.6 FT) NORTH OF THE 2ND UTILITY POLE NORTH OF THE HIGHWAY, 38.3
 PT0874'M (125.7 FT) SOUTH OF A UTILITY POLE WITH 4 GUY CABLES, 32.9 M (107.9
 PT0874'FT) EAST OF THE ROAD CENTER, 31.5 M (103.3 FT) SOUTHEAST OF BENCH MARK
 PT0874'CLUST E 13, 15.2 M (49.9 FT) WEST OF REFERENCE MARK 1, 11.5 M (37.7
 PT0874'FT) SOUTH OF REFERENCE MARK 3, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PT0874'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PT0874'SURFACE.
 PT0874
 PT0874                          STATION RECOVERY (2012)
 PT0874
 PT0874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0249 ***********************************************************************
 PT0249  DESIGNATION -  MC 57 RM 1
 PT0249  PID         -  PT0249
 PT0249  STATE/COUNTY-  SD/STANLEY
 PT0249  COUNTRY     -  US
 PT0249  USGS QUAD   -  OAHE DAM (2017)
 PT0249
 PT0249                         *CURRENT SURVEY CONTROL
 PT0249  ______________________________________________________________________
 PT0249* NAD 83(1986) POSITION- 44 22 59.76   (N) 100 25 08.56   (W)   HD_HELD1
 PT0249* NAVD 88 ORTHO HEIGHT -   533.256 (meters)     1749.52  (feet) ADJUSTED
 PT0249  ______________________________________________________________________
 PT0249  GEOID HEIGHT    -        -23.355 (meters)                     GEOID18
 PT0249  DYNAMIC HEIGHT  -        533.146 (meters)     1749.16  (feet) COMP
 PT0249  MODELED GRAVITY -    980,393.6   (mgal)                       NAVD 88
 PT0249
 PT0249  VERT ORDER      -  FIRST     CLASS II
 PT0249
 PT0249.The horizontal coordinates were determined by differentially corrected
 PT0249.hand held GPS observations or other comparable positioning techniques
 PT0249.and have an estimated accuracy of +/- 3 meters.
 PT0249
 PT0249.The orthometric height was determined by differential leveling and
 PT0249.adjusted by the NATIONAL GEODETIC SURVEY
 PT0249.in October 1997.
 PT0249
 PT0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0249.GEOID18 height accuracy estimate available here.
 PT0249
 PT0249.Click photographs - Photos may exist for this station.
 PT0249
 PT0249.The dynamic height is computed by dividing the NAVD 88
 PT0249.geopotential number by the normal gravity value computed on the
 PT0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0249.degrees latitude (g = 980.6199 gals.).
 PT0249
 PT0249.The modeled gravity was interpolated from observed gravity values.
 PT0249
 PT0249;                    North         East    Units  Estimated Accuracy
 PT0249;SPC SD S     -   227,743.7     593,169.9     MT  (+/- 3 meters HH1 GPS) 
 PT0249
 PT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8696415422(NAD 83)
 PT0249
 PT0249                          SUPERSEDED SURVEY CONTROL
 PT0249
 PT0249  NAVD 88 (06/15/91)  533.296  (m)         1749.66   (f) SUPERSEDED  1 2
 PT0249  NGVD 29 (??/??/92)  532.911  (m)         1748.39   (f) ADJ UNCH    1 2
 PT0249
 PT0249.Superseded values are not recommended for survey control.
 PT0249
 PT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0249.See file dsdata.pdf to determine how the superseded data were derived.
 PT0249
 PT0249_MARKER: DR = REFERENCE MARK DISK
 PT0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0249_STAMPING: MC 57 USGS NO 1 1945
 PT0249_MARK LOGO: CGS
 PT0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0249+STABILITY: SURFACE MOTION
 PT0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0249+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 PT0249
 PT0249  HISTORY     - Date     Condition        Report By
 PT0249  HISTORY     - 1945     MONUMENTED       CGS
 PT0249  HISTORY     - 1949     GOOD             CGS
 PT0249  HISTORY     - 1951     GOOD             CGS
 PT0249  HISTORY     - 1981     GOOD             NGS
 PT0249  HISTORY     - 19950802 GOOD             NGS
 PT0249  HISTORY     - 20120517 GOOD             INDIV
 PT0249
 PT0249                          STATION DESCRIPTION
 PT0249
 PT0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0249'3.4 MI NW FROM FORT PIERRE.
 PT0249'3.4 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0249'COURTHOUSE AT FORT PIERRE, 162 YARDS NORTH OF THE JUNCTION WITH
 PT0249'NEW U.S. HIGHWAY 14, 49 FEET EAST OF TRIANGULATION STATION M.C.
 PT0249'57 1922 (U.S.G.S.), 1.4 FEET WEST OF A WITNESS POST, 1.0 FOOT
 PT0249'SOUTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE
 PT0249'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 PT0249
 PT0249                          STATION RECOVERY (1951)
 PT0249
 PT0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0249'RECOVERED IN GOOD CONDITION.
 PT0249
 PT0249                          STATION RECOVERY (1981)
 PT0249
 PT0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0249'3.7 KM (2.3 MI) WEST ALONG HIGHWAY 14, FROM THE JUNCTION OF HIGHWAYS
 PT0249'14 AND 83 ON THE NORTH SIDE OF FORT PIERRE, THENCE NORTHWEST 0.2 KM
 PT0249'(0.1 MI) ALONG OLD HIGHWAY BED TO THE MARK ON THE RIGHT, 62 N (20.5
 PT0249'FT) NORTHWEST OF THE CENTER OF A TRACK ROAD.
 PT0249
 PT0249                          STATION RECOVERY (1995)
 PT0249
 PT0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0249'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0249'IN PIERRE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG AN ABANDONED ROAD,
 PT0249'45.3 M (148.6 FT) SOUTH OF A UTILITY POLE WITH 4 GUY CABLES, 42.3 M
 PT0249'(138.8 FT) EAST OF THE ROAD CENTER, 36.7 M (120.4 FT) NORTH OF THE 2ND
 PT0249'UTILITY POLE NORTH OF THE HIGHWAY, 20.6 M (67.6 FT) SOUTHEAST OF
 PT0249'REFERENCE MARK 3, 15.2 M (49.9 FT) EAST OF TRIANGULATION STATION MC 57
 PT0249'RESET, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT
 PT0249'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PT0249
 PT0249                          STATION RECOVERY (2012)
 PT0249
 PT0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0875 ***********************************************************************
 PT0875  DESIGNATION -  MC 57 RM 3
 PT0875  PID         -  PT0875
 PT0875  STATE/COUNTY-  SD/STANLEY
 PT0875  COUNTRY     -  US
 PT0875  USGS QUAD   -  OAHE DAM (2017)
 PT0875
 PT0875                         *CURRENT SURVEY CONTROL
 PT0875  ______________________________________________________________________
 PT0875* NAD 83(1986) POSITION- 44 23 00.25   (N) 100 25 09.19   (W)   HD_HELD1
 PT0875* NAVD 88 ORTHO HEIGHT -   533.570 (meters)     1750.55  (feet) ADJUSTED
 PT0875  ______________________________________________________________________
 PT0875  GEOID HEIGHT    -        -23.354 (meters)                     GEOID18
 PT0875  DYNAMIC HEIGHT  -        533.459 (meters)     1750.19  (feet) COMP
 PT0875  MODELED GRAVITY -    980,393.6   (mgal)                       NAVD 88
 PT0875
 PT0875  VERT ORDER      -  FIRST     CLASS II
 PT0875
 PT0875.The horizontal coordinates were determined by differentially corrected
 PT0875.hand held GPS observations or other comparable positioning techniques
 PT0875.and have an estimated accuracy of +/- 3 meters.
 PT0875
 PT0875.The orthometric height was determined by differential leveling and
 PT0875.adjusted by the NATIONAL GEODETIC SURVEY
 PT0875.in October 1997.
 PT0875
 PT0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0875.GEOID18 height accuracy estimate available here.
 PT0875
 PT0875.Click photographs - Photos may exist for this station.
 PT0875
 PT0875.The dynamic height is computed by dividing the NAVD 88
 PT0875.geopotential number by the normal gravity value computed on the
 PT0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0875.degrees latitude (g = 980.6199 gals.).
 PT0875
 PT0875.The modeled gravity was interpolated from observed gravity values.
 PT0875
 PT0875;                    North         East    Units  Estimated Accuracy
 PT0875;SPC SD S     -   227,758.9     593,155.9     MT  (+/- 3 meters HH1 GPS) 
 PT0875
 PT0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8695015437(NAD 83)
 PT0875
 PT0875                          SUPERSEDED SURVEY CONTROL
 PT0875
 PT0875  NGVD 29 (04/17/07)  533.22   (m)         1749.4    (f) RESET       3  
 PT0875
 PT0875.Superseded values are not recommended for survey control.
 PT0875
 PT0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0875.See file dsdata.pdf to determine how the superseded data were derived.
 PT0875
 PT0875_MARKER: DR = REFERENCE MARK DISK
 PT0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0875_STAMPING: MC 57 USGS 1945 NO 3 1981
 PT0875_MARK LOGO: NGS
 PT0875_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0875_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0875+STABILITY: SURFACE MOTION
 PT0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0875+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 PT0875
 PT0875  HISTORY     - Date     Condition        Report By
 PT0875  HISTORY     - 1981     MONUMENTED       NGS
 PT0875  HISTORY     - 19950802 GOOD             NGS
 PT0875  HISTORY     - 20120517 GOOD             INDIV
 PT0875
 PT0875                          STATION DESCRIPTION
 PT0875
 PT0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 PT0875'5.5 KM (3.4 MI) NW FROM FORT PIERRE.
 PT0875'3.7 KM (2.3 MI) WEST ALONG HIGHWAY 14 FROM THE JUNCTIN OF HIGHWAYS
 PT0875'14 AND 83 ON THE NORTH SIDE OF FORT PIERRE, THENCE 0.2 KM (0.1 MI)
 PT0875'NORTHWEST ALONG OLD HIGHWAY BED, TO THE MARK ON THE RIGHT, 11.6 METERS
 PT0875'(38.2 FEET) NORTH OF MC 57 USGS 1945.
 PT0875'THE MARK IS 38 FT  N FROM A WITNESS POST.
 PT0875
 PT0875                          STATION RECOVERY (1995)
 PT0875
 PT0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0875'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0875'IN PIERRE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG AN ABANDONED ROAD,
 PT0875'41.6 M (136.5 FT) EAST OF THE ROAD CENTER, 28.2 M (92.5 FT) EAST OF
 PT0875'BENCH MARK CLUST E 13, 26.8 M (87.9 FT) SOUTH OF A UTILITY POLE WITH 4
 PT0875'GUY CABLES, 20.6 M (67.6 FT) NORTHWEST OF REFERENCE MARK 1, 11.5 M
 PT0875'(37.7 FT) NORTH OF TRIANGULATION STATION MC 57 RESET, 0.5 M (1.6 FT)
 PT0875'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PT0875'ABOVE THE GROUND SURFACE.
 PT0875
 PT0875                          STATION RECOVERY (2012)
 PT0875
 PT0875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0230 ***********************************************************************
 PT0230  DESIGNATION -  MC 58
 PT0230  PID         -  PT0230
 PT0230  STATE/COUNTY-  SD/STANLEY
 PT0230  COUNTRY     -  US
 PT0230  USGS QUAD   -  OAHE DAM (2017)
 PT0230
 PT0230                         *CURRENT SURVEY CONTROL
 PT0230  ______________________________________________________________________
 PT0230* NAD 83(1986) POSITION- 44 24 02.87   (N) 100 29 27.74   (W)   HD_HELD1
 PT0230* NAVD 88 ORTHO HEIGHT -   536.214 (meters)     1759.23  (feet) ADJUSTED
 PT0230  ______________________________________________________________________
 PT0230  GEOID HEIGHT    -        -23.233 (meters)                     GEOID18
 PT0230  DYNAMIC HEIGHT  -        536.099 (meters)     1758.85  (feet) COMP
 PT0230  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 PT0230
 PT0230  VERT ORDER      -  FIRST     CLASS II
 PT0230
 PT0230.The horizontal coordinates were determined by differentially corrected
 PT0230.hand held GPS observations or other comparable positioning techniques
 PT0230.and have an estimated accuracy of +/- 3 meters.
 PT0230
 PT0230.The orthometric height was determined by differential leveling and
 PT0230.adjusted by the NATIONAL GEODETIC SURVEY
 PT0230.in June 1991.
 PT0230
 PT0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0230.GEOID18 height accuracy estimate available here.
 PT0230
 PT0230.Click photographs - Photos may exist for this station.
 PT0230
 PT0230.The dynamic height is computed by dividing the NAVD 88
 PT0230.geopotential number by the normal gravity value computed on the
 PT0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0230.degrees latitude (g = 980.6199 gals.).
 PT0230
 PT0230.The modeled gravity was interpolated from observed gravity values.
 PT0230
 PT0230;                    North         East    Units  Estimated Accuracy
 PT0230;SPC SD S     -   229,700.1     587,436.5     MT  (+/- 3 meters HH1 GPS) 
 PT0230
 PT0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8126417471(NAD 83)
 PT0230
 PT0230                          SUPERSEDED SURVEY CONTROL
 PT0230
 PT0230  NGVD 29 (??/??/92)  535.824  (m)         1757.95   (f) ADJ UNCH    1 2
 PT0230
 PT0230.Superseded values are not recommended for survey control.
 PT0230
 PT0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0230.See file dsdata.pdf to determine how the superseded data were derived.
 PT0230
 PT0230_MARKER: DB = BENCH MARK DISK
 PT0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0230_STAMPING: MC 58 1922
 PT0230_MARK LOGO: USGS
 PT0230_PROJECTION: PROJECTING 49 CENTIMETERS
 PT0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0230+STABILITY: SURFACE MOTION
 PT0230
 PT0230  HISTORY     - Date     Condition        Report By
 PT0230  HISTORY     - 1922     MONUMENTED       USGS
 PT0230  HISTORY     - 1949     GOOD             CGS
 PT0230  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0230
 PT0230                          STATION DESCRIPTION
 PT0230
 PT0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0230'7.5 MI NW FROM FORT PIERRE.
 PT0230'7.5 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0230'AT FORT PIERRE, IN LINE WITH A NORTH AND SOUTH FENCE, 44 FEET
 PT0230'NORTH OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTHWEST OF
 PT0230'A TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST, SET IN THE
 PT0230'TOP OF A CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
 PT0230
 PT0230                          STATION RECOVERY (1973)
 PT0230
 PT0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0627 ***********************************************************************
 PU0627  DESIGNATION -  MC 6
 PU0627  PID         -  PU0627
 PU0627  STATE/COUNTY-  SD/PENNINGTON
 PU0627  COUNTRY     -  US
 PU0627  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU0627
 PU0627                         *CURRENT SURVEY CONTROL
 PU0627  ______________________________________________________________________
 PU0627* NAD 83(1986) POSITION- 44 05 39.     (N) 102 53 41.     (W)   SCALED
 PU0627* NAVD 88 ORTHO HEIGHT -   880.425 (meters)     2888.53  (feet) ADJUSTED
 PU0627  ______________________________________________________________________
 PU0627  GEOID HEIGHT    -        -17.308 (meters)                     GEOID18
 PU0627  DYNAMIC HEIGHT  -        880.143 (meters)     2887.60  (feet) COMP
 PU0627  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 PU0627
 PU0627  VERT ORDER      -  SECOND    CLASS 0
 PU0627
 PU0627.The horizontal coordinates were scaled from a map and have
 PU0627.an estimated accuracy of +/- 6 seconds.
 PU0627
 PU0627.The orthometric height was determined by differential leveling and
 PU0627.adjusted by the NATIONAL GEODETIC SURVEY
 PU0627.in June 1991.
 PU0627
 PU0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0627.GEOID18 height accuracy estimate available here.
 PU0627
 PU0627.Click photographs - Photos may exist for this station.
 PU0627
 PU0627.The dynamic height is computed by dividing the NAVD 88
 PU0627.geopotential number by the normal gravity value computed on the
 PU0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0627.degrees latitude (g = 980.6199 gals.).
 PU0627
 PU0627.The modeled gravity was interpolated from observed gravity values.
 PU0627
 PU0627;                    North         East    Units  Estimated Accuracy
 PU0627;SPC SD S     -   198,780.      394,930.      MT  (+/- 180 meters Scaled)
 PU0627
 PU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ685844(NAD 83)
 PU0627
 PU0627                          SUPERSEDED SURVEY CONTROL
 PU0627
 PU0627  NGVD 29 (??/??/92)  879.954  (m)         2886.98   (f) ADJ UNCH    2 0
 PU0627
 PU0627.Superseded values are not recommended for survey control.
 PU0627
 PU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0627.See file dsdata.pdf to determine how the superseded data were derived.
 PU0627
 PU0627_MARKER: DD = SURVEY DISK
 PU0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0627_STAMPING: MC 6 1922 SO DAK 2890
 PU0627_MARK LOGO: USGS
 PU0627_PROJECTION: PROJECTING 18 CENTIMETERS
 PU0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0627+STABILITY: SURFACE MOTION
 PU0627
 PU0627  HISTORY     - Date     Condition        Report By
 PU0627  HISTORY     - 1922     MONUMENTED       USGS
 PU0627  HISTORY     - 1934     GOOD             CGS
 PU0627
 PU0627                          STATION DESCRIPTION
 PU0627
 PU0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0627'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0627'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, IN THE CORNER OF
 PU0627'SECS. 26, 27, 34 AND 35, T2N, R10E, 60 FEET EAST AND
 PU0627'ACROSS THE TRACK FROM MILEPOST 632, 35.9 FEET NORTHWEST OF THE
 PU0627'NORTHWEST CORNER OF TRESTLE 1922, 30 FEET NORTH OF THE CENTERLINE
 PU0627'OF THE TRACK, 22.2 FEET WEST OF THE RIGHT-OF-WAY FENCE AT RIGHT
 PU0627'ANGLES TO THE TRACK, 20.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE THAT
 PU0627'PARALLELS THE TRACK, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.
 PU0627'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MC 6 1922
 PU0627'SO. DAK. 2,890 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 PU0627'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0624 ***********************************************************************
 PU0624  DESIGNATION -  MC 8
 PU0624  PID         -  PU0624
 PU0624  STATE/COUNTY-  SD/PENNINGTON
 PU0624  COUNTRY     -  US
 PU0624  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0624
 PU0624                         *CURRENT SURVEY CONTROL
 PU0624  ______________________________________________________________________
 PU0624* NAD 83(1986) POSITION- 44 05 25.     (N) 102 50 07.     (W)   SCALED
 PU0624* NAVD 88 ORTHO HEIGHT -   866.906 (meters)     2844.17  (feet) ADJUSTED
 PU0624  ______________________________________________________________________
 PU0624  GEOID HEIGHT    -        -17.498 (meters)                     GEOID18
 PU0624  DYNAMIC HEIGHT  -        866.633 (meters)     2843.28  (feet) COMP
 PU0624  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 PU0624
 PU0624  VERT ORDER      -  SECOND    CLASS 0
 PU0624
 PU0624.The horizontal coordinates were scaled from a map and have
 PU0624.an estimated accuracy of +/- 6 seconds.
 PU0624
 PU0624.The orthometric height was determined by differential leveling and
 PU0624.adjusted by the NATIONAL GEODETIC SURVEY
 PU0624.in June 1991.
 PU0624
 PU0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0624.GEOID18 height accuracy estimate available here.
 PU0624
 PU0624.Click photographs - Photos may exist for this station.
 PU0624
 PU0624.The dynamic height is computed by dividing the NAVD 88
 PU0624.geopotential number by the normal gravity value computed on the
 PU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0624.degrees latitude (g = 980.6199 gals.).
 PU0624
 PU0624.The modeled gravity was interpolated from observed gravity values.
 PU0624
 PU0624;                    North         East    Units  Estimated Accuracy
 PU0624;SPC SD S     -   198,200.      399,680.      MT  (+/- 180 meters Scaled)
 PU0624
 PU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ732841(NAD 83)
 PU0624
 PU0624                          SUPERSEDED SURVEY CONTROL
 PU0624
 PU0624  NGVD 29 (??/??/92)  866.437  (m)         2842.64   (f) ADJ UNCH    2 0
 PU0624
 PU0624.Superseded values are not recommended for survey control.
 PU0624
 PU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0624.See file dsdata.pdf to determine how the superseded data were derived.
 PU0624
 PU0624_MARKER: DD = SURVEY DISK
 PU0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0624_SP_SET: TANK SUPPORT
 PU0624_STAMPING: MC 8 1922 SO DAK 2842
 PU0624_MARK LOGO: USGS
 PU0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0624
 PU0624  HISTORY     - Date     Condition        Report By
 PU0624  HISTORY     - 1922     MONUMENTED       USGS
 PU0624  HISTORY     - 1934     GOOD             CGS
 PU0624
 PU0624                          STATION DESCRIPTION
 PU0624
 PU0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0624'AT NEW UNDERWOOD.
 PU0624'AT NEW UNDERWOOD, PENNINGTON COUNTY, 500 FEET EAST OF THE CHICAGO
 PU0624'AND NORTH WESTERN RAILWAY STATION, AT THE EAST ONE OF TWO TANKS
 PU0624'OF THE STANDARD OIL CO., AND IN THE EAST FACE OF THE CENTER
 PU0624'SUPPORT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PU0624'MC 8 1922 SO. DAK. 2,842.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2129 ***********************************************************************
 PU2129  DESIGNATION -  MC 8 RESET
 PU2129  PID         -  PU2129
 PU2129  STATE/COUNTY-  SD/PENNINGTON
 PU2129  COUNTRY     -  US
 PU2129  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2129
 PU2129                         *CURRENT SURVEY CONTROL
 PU2129  ______________________________________________________________________
 PU2129* NAD 83(1986) POSITION- 44 05 25.     (N) 102 50 07.     (W)   SCALED
 PU2129* NAVD 88 ORTHO HEIGHT -   866.23  (meters)     2842.0   (feet) RESET
 PU2129  ______________________________________________________________________
 PU2129  GEOID HEIGHT    -        -17.498 (meters)                     GEOID18
 PU2129  VERT ORDER      -  THIRD
 PU2129
 PU2129.The horizontal coordinates were scaled from a map and have
 PU2129.an estimated accuracy of +/- 6 seconds.
 PU2129
 PU2129.The orthometric height was computed from unverified reset data.
 PU2129
 PU2129.No vertical observational check was made to the station.
 PU2129
 PU2129.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2129.GEOID18 height accuracy estimate available here.
 PU2129
 PU2129.Click photographs - Photos may exist for this station.
 PU2129
 PU2129;                    North         East    Units  Estimated Accuracy
 PU2129;SPC SD S     -   198,200.      399,680.      MT  (+/- 180 meters Scaled)
 PU2129
 PU2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ732841(NAD 83)
 PU2129
 PU2129                          SUPERSEDED SURVEY CONTROL
 PU2129
 PU2129  NGVD 29 (04/17/07)  865.76   (m)         2840.4    (f) RESET       3  
 PU2129
 PU2129.Superseded values are not recommended for survey control.
 PU2129
 PU2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2129.See file dsdata.pdf to determine how the superseded data were derived.
 PU2129
 PU2129_MARKER: DD = SURVEY DISK
 PU2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2129_STAMPING: MC 8 RESET 1982
 PU2129_MARK LOGO: USGS
 PU2129_PROJECTION: FLUSH
 PU2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2129+STABILITY: SURFACE MOTION
 PU2129
 PU2129  HISTORY     - Date     Condition        Report By
 PU2129  HISTORY     - 1982     MONUMENTED       USGS
 PU2129
 PU2129                          STATION DESCRIPTION
 PU2129
 PU2129'DESCRIBED BY US GEOLOGICAL SURVEY 1982
 PU2129'IN NEW UNDERWOOD.
 PU2129'IN NEW UNDERWOOD, 421.4 FEET EAST OF THE CHICAGO AND NORTH WESTERN
 PU2129'RAILROAD STATION, AND SOUTH OF SPUR TRACK. NOTE  NOT A VERY GOOD
 PU2129'DESCRIPTION SENT IN AND HOLD ELEVATION WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1193 ***********************************************************************
 PT1193  DESIGNATION -  MC 83
 PT1193  PID         -  PT1193
 PT1193  STATE/COUNTY-  SD/ZIEBACH
 PT1193  COUNTRY     -  US
 PT1193  USGS QUAD   -  BRIDGER NE (2017)
 PT1193
 PT1193                         *CURRENT SURVEY CONTROL
 PT1193  ______________________________________________________________________
 PT1193* NAD 83(1996) POSITION- 44 39 34.52685(N) 101 48 54.44668(W)   ADJUSTED
 PT1193* NAVD 88 ORTHO HEIGHT -   732.52  (+/-2cm)     2403.3   (feet) VERTCON3
 PT1193  ______________________________________________________________________
 PT1193  GEOID HEIGHT    -        -20.468 (meters)                     GEOID18
 PT1193  LAPLACE CORR    -         -8.21  (seconds)                    DEFLEC18
 PT1193  HORZ ORDER      -  SECOND
 PT1193  VERT ORDER      -  THIRD ? (See Below)
 PT1193
 PT1193.The horizontal coordinates were established by classical geodetic methods
 PT1193.and adjusted by the National Geodetic Survey in January 1998.
 PT1193
 PT1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1193
 PT1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1193.GEOID18 height accuracy estimate available here.
 PT1193
 PT1193.The vertical order pertains to the NGVD 29 superseded value.
 PT1193
 PT1193.Click photographs - Photos may exist for this station.
 PT1193
 PT1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1193
 PT1193. The following values were computed from the NAD 83(1996) position.
 PT1193
 PT1193;                    North         East     Units Scale Factor Converg.
 PT1193;SPC SD N     -    93,429.230   456,055.803   MT  0.99996233   -1 17 04.7
 PT1193;SPC SD N     -   306,525.73  1,496,243.08   sFT  0.99996233   -1 17 04.7
 PT1193;SPC SD S     -   259,495.435   482,473.484   MT  1.00007239   -1 01 20.0
 PT1193;SPC SD S     -   851,361.27  1,582,915.09   sFT  1.00007239   -1 01 20.0
 PT1193;UTM  14      - 4,948,991.858   276,814.133   MT  1.00021259   -1 58 46.4
 PT1193
 PT1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1193!SPC SD N     -   0.99988837  x   0.99996233  =   0.99985070
 PT1193!SPC SD S     -   0.99988837  x   1.00007239  =   0.99996075
 PT1193!UTM  14      -   0.99988837  x   1.00021259  =   1.00010093
 PT1193
 PT1193:                Primary Azimuth Mark                     Grid Az
 PT1193:SPC SD N     -  MC 83 AZ MK                              147 55 59.8
 PT1193:SPC SD S     -  MC 83 AZ MK                              147 40 15.1
 PT1193:UTM  14      -  MC 83 AZ MK                              148 37 41.5
 PT1193
 PT1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7681448991(NAD 83)
 PT1193
 PT1193|---------------------------------------------------------------------|
 PT1193| PID    Reference Object                     Distance      Geod. Az  |
 PT1193|                                                           dddmmss.s |
 PT1193| CP9937 MC 83 RM 1                           15.527 METERS 13319     |
 PT1193| CP9936 MC 83 AZ MK                                        1463855.1 |
 PT1193| CP9938 MC 83 RM 2                           13.015 METERS 21923     |
 PT1193|---------------------------------------------------------------------|
 PT1193
 PT1193                          SUPERSEDED SURVEY CONTROL
 PT1193
 PT1193  NAD 83(1986)-  44 39 34.51884(N)    101 48 54.44733(W) AD(       ) 2
 PT1193  NAD 27      -  44 39 34.56600(N)    101 48 52.90000(W) AD(       ) 2
 PT1193  NGVD 29             732.06   (m)         2401.8    (f) LEVELING    3  
 PT1193
 PT1193.Superseded values are not recommended for survey control.
 PT1193
 PT1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1193.See file dsdata.pdf to determine how the superseded data were derived.
 PT1193
 PT1193_MARKER: DB = BENCH MARK DISK
 PT1193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1193_STAMPING: MC 83 1922
 PT1193_MARK LOGO: USGS
 PT1193_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1193
 PT1193  HISTORY     - Date     Condition        Report By
 PT1193  HISTORY     - 1922     MONUMENTED       USGS
 PT1193
 PT1193                          STATION DESCRIPTION
 PT1193
 PT1193'DESCRIBED BY US GEOLOGICAL SURVEY 1922 (VRS)
 PT1193'THE STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF HOWES,
 PT1193'ON THE CHEYENNE RIVER INDIAN RESERVATION, 15 FEET SOUTHEAST
 PT1193'OF A WITNESS POST, AND 13 FEET SOUTHWEST OF THE CENTER OF A
 PT1193'TRACK ROAD.
 PT1193'
 PT1193'TO REACH THE STATION FROM THE HOWES POST OFFICE, GO NORTH ON
 PT1193'STATE HIGHWAY NO. 73 FOR 3.0 MILES.  THEN RIGHT, EAST, THROUGH
 PT1193'A WIRE GATE AND ON A TRACK ROAD FOR 2.8 MILES TO A CATTLE GUARD.
 PT1193'THEN THROUGH CATTLE GUARD, CONTINUE EASTERLY, FOR 4.8 MILES
 PT1193'TO A FORK.  THEN RIGHT ROAD, SOUTHEASTERLY, FOR 6.75 MILES
 PT1193'TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 PT1193'MARK FROM THE STATION, GO SOUTHEASTERLY ON THE TRACK ROAD
 PT1193'FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PT1193'
 PT1193'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PT1193'MARK DISK STAMPED MC 83 1922 FASTENED TO THE TOP OF A 3 INCH
 PT1193'IRON PIPE THAT PROJECTS 8 INCHES.
 PT1193'
 PT1193'REFERENCE MARK NO. 1 IS 13 FEET SOUTHWEST OF THE CENTER OF THE
 PT1193'TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1193'MC 83 USGS NO 1 1950.
 PT1193'
 PT1193'REFERENCE MARK NO. 2 IS 58 FEET SOUTHWEST OF THE CENTER OF
 PT1193'TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1193'MC 83 USGS NO 2 1950.
 PT1193'
 PT1193'THE AZIMUTH MARK IS 12 FEET SOUTHWEST OF THE CENTER OF A TRACK
 PT1193'ROAD, 7 FEET SOUTH OF THE SOUTH GATE POST OF A WIRE GATE,
 PT1193'AND 2/1/2 FEET WEST OF A WITNESS POST.  IT PROJECTS 6 INCHES,
 PT1193'AND THE DISK IS STAMPED MC 83 USGS 1950.
 PT1193'
 PT1193'THE AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 PT1193'IN THE TOPS OF 12 INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0620 ***********************************************************************
 PU0620  DESIGNATION -  MC 9
 PU0620  PID         -  PU0620
 PU0620  STATE/COUNTY-  SD/PENNINGTON
 PU0620  COUNTRY     -  US
 PU0620  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0620
 PU0620                         *CURRENT SURVEY CONTROL
 PU0620  ______________________________________________________________________
 PU0620* NAD 83(1986) POSITION- 44 04 58.     (N) 102 46 33.     (W)   SCALED
 PU0620* NAVD 88 ORTHO HEIGHT -   850.270 (meters)     2789.59  (feet) ADJUSTED
 PU0620  ______________________________________________________________________
 PU0620  GEOID HEIGHT    -        -17.665 (meters)                     GEOID18
 PU0620  DYNAMIC HEIGHT  -        850.002 (meters)     2788.71  (feet) COMP
 PU0620  MODELED GRAVITY -    980,275.4   (mgal)                       NAVD 88
 PU0620
 PU0620  VERT ORDER      -  SECOND    CLASS 0
 PU0620
 PU0620.The horizontal coordinates were scaled from a map and have
 PU0620.an estimated accuracy of +/- 6 seconds.
 PU0620
 PU0620.The orthometric height was determined by differential leveling and
 PU0620.adjusted by the NATIONAL GEODETIC SURVEY
 PU0620.in June 1991.
 PU0620
 PU0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0620.GEOID18 height accuracy estimate available here.
 PU0620
 PU0620.Click photographs - Photos may exist for this station.
 PU0620
 PU0620.The dynamic height is computed by dividing the NAVD 88
 PU0620.geopotential number by the normal gravity value computed on the
 PU0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0620.degrees latitude (g = 980.6199 gals.).
 PU0620
 PU0620.The modeled gravity was interpolated from observed gravity values.
 PU0620
 PU0620;                    North         East    Units  Estimated Accuracy
 PU0620;SPC SD S     -   197,230.      404,410.      MT  (+/- 180 meters Scaled)
 PU0620
 PU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ780834(NAD 83)
 PU0620
 PU0620                          SUPERSEDED SURVEY CONTROL
 PU0620
 PU0620  NGVD 29 (??/??/92)  849.800  (m)         2788.05   (f) ADJ UNCH    2 0
 PU0620
 PU0620.Superseded values are not recommended for survey control.
 PU0620
 PU0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0620.See file dsdata.pdf to determine how the superseded data were derived.
 PU0620
 PU0620_MARKER: DD = SURVEY DISK
 PU0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0620_STAMPING: MC 9 1922 SO DAK 2 789
 PU0620_MARK LOGO: USGS
 PU0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0620+STABILITY: SURFACE MOTION
 PU0620
 PU0620  HISTORY     - Date     Condition        Report By
 PU0620  HISTORY     - 1922     MONUMENTED       USGS
 PU0620  HISTORY     - 1934     GOOD             CGS
 PU0620
 PU0620                          STATION DESCRIPTION
 PU0620
 PU0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0620'3 MI E FROM NEW UNDERWOOD.
 PU0620'3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PU0620'STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, IN THE SOUTHEAST
 PU0620'CORNER OF SEC. 34, T. 2N., R. 11 E., 6 FEET NORTHWEST OF MILEPOST
 PU0620'626, 175 YARDS WEST OF THE WEST END OF BRIDGE 1909, AND 38 FEET
 PU0620'SOUTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 PU0620'SURVEY STANDARD DISK, STAMPED MC 9 1922 SO. DAK. 2,789 AND SET IN
 PU0620'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0158 ***********************************************************************
 PU0158  DESIGNATION -  MC 96
 PU0158  PID         -  PU0158
 PU0158  STATE/COUNTY-  SD/MEADE
 PU0158  COUNTRY     -  US
 PU0158  USGS QUAD   -  WHITE OWL (2017)
 PU0158
 PU0158                         *CURRENT SURVEY CONTROL
 PU0158  ______________________________________________________________________
 PU0158* NAD 83(1986) POSITION- 44 36 17.     (N) 102 22 52.     (W)   SCALED
 PU0158* NAVD 88 ORTHO HEIGHT -   823.617 (meters)     2702.15  (feet) ADJUSTED
 PU0158  ______________________________________________________________________
 PU0158  GEOID HEIGHT    -        -18.884 (meters)                     GEOID18
 PU0158  DYNAMIC HEIGHT  -        823.405 (meters)     2701.45  (feet) COMP
 PU0158  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 PU0158
 PU0158  VERT ORDER      -  SECOND    CLASS 0
 PU0158
 PU0158.The horizontal coordinates were scaled from a map and have
 PU0158.an estimated accuracy of +/- 6 seconds.
 PU0158
 PU0158.The orthometric height was determined by differential leveling and
 PU0158.adjusted by the NATIONAL GEODETIC SURVEY
 PU0158.in June 1991.
 PU0158
 PU0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0158.GEOID18 height accuracy estimate available here.
 PU0158
 PU0158.Click photographs - Photos may exist for this station.
 PU0158
 PU0158.The dynamic height is computed by dividing the NAVD 88
 PU0158.geopotential number by the normal gravity value computed on the
 PU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0158.degrees latitude (g = 980.6199 gals.).
 PU0158
 PU0158.The modeled gravity was interpolated from observed gravity values.
 PU0158
 PU0158;                    North         East    Units  Estimated Accuracy
 PU0158;SPC SD N     -    88,500.      411,000.      MT  (+/- 180 meters Scaled)
 PU0158
 PU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK078423(NAD 83)
 PU0158
 PU0158                          SUPERSEDED SURVEY CONTROL
 PU0158
 PU0158  NGVD 29 (??/??/92)  823.147  (m)         2700.61   (f) ADJ UNCH    2 0
 PU0158
 PU0158.Superseded values are not recommended for survey control.
 PU0158
 PU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0158.See file dsdata.pdf to determine how the superseded data were derived.
 PU0158
 PU0158_MARKER: P = PIPE CAP
 PU0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU0158_STAMPING: MC 96 1922
 PU0158_MARK LOGO: USGS
 PU0158_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0158
 PU0158  HISTORY     - Date     Condition        Report By
 PU0158  HISTORY     - 1922     MONUMENTED       USGS
 PU0158  HISTORY     - 1934     GOOD             CGS
 PU0158  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU0158
 PU0158                          STATION DESCRIPTION
 PU0158
 PU0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0158'2.5 MI E FROM WHITE OWL.
 PU0158'2.5 MILES EAST ALONG STATE HIGHWAY 34 FROM WHITE OWL, 45 FEE
 PU0158'NORTHWEST OF THE CORNER OF SECS. 1, 2, 35, AND 36, TPS. 7
 PU0158'AND 8 N., R. 14 E., AND 6 FEET NORTHWEST OF A CORNER FENCE POST.
 PU0158'A USGS STANDARD CAP, STAMPED MC 96 1922 AND RIVETED ON THE TOP
 PU0158'OF A 3-1/2-INCH IRON PIPE.
 PU0158
 PU0158                          STATION RECOVERY (1963)
 PU0158
 PU0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0827 ***********************************************************************
 QS0827  DESIGNATION -  MC LAUGHLIN MUNICIPAL TANK
 QS0827  PID         -  QS0827
 QS0827  STATE/COUNTY-  SD/CORSON
 QS0827  COUNTRY     -  US
 QS0827  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0827
 QS0827                         *CURRENT SURVEY CONTROL
 QS0827  ______________________________________________________________________
 QS0827* NAD 83(1996) POSITION- 45 48 54.40911(N) 100 48 42.52159(W)   ADJUSTED
 QS0827  ______________________________________________________________________
 QS0827  GEOID HEIGHT    -        -21.133 (meters)                     GEOID18
 QS0827  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 QS0827  HORZ ORDER      -  THIRD
 QS0827
 QS0827.The horizontal coordinates were established by classical geodetic methods
 QS0827.and adjusted by the National Geodetic Survey in January 1998.
 QS0827
 QS0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0827.GEOID18 height accuracy estimate available here.
 QS0827
 QS0827.Click photographs - Photos may exist for this station.
 QS0827
 QS0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0827
 QS0827. The following values were computed from the NAD 83(1996) position.
 QS0827
 QS0827;                    North         East     Units Scale Factor Converg.
 QS0827;SPC SD N     -   220,547.529   536,904.560   MT  1.00002810   -0 34 28.4
 QS0827;SPC SD N     -   723,579.68  1,761,494.38   sFT  1.00002810   -0 34 28.4
 QS0827;UTM  14      - 5,075,101.870   359,241.337   MT  0.99984358   -1 17 58.0
 QS0827
 QS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5924175101(NAD 83)
 QS0827
 QS0827                          SUPERSEDED SURVEY CONTROL
 QS0827
 QS0827  NAD 83(1986)-  45 48 54.40042(N)    100 48 42.51701(W) AD(       ) 3
 QS0827  NAD 27      -  45 48 54.40200(N)    100 48 41.04400(W) AD(       ) 3
 QS0827
 QS0827.Superseded values are not recommended for survey control.
 QS0827
 QS0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0827.See file dsdata.pdf to determine how the superseded data were derived.
 QS0827
 QS0827_MARKER: 53 = ELEVATED TANK
 QS0827
 QS0827  HISTORY     - Date     Condition        Report By
 QS0827  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0827
 QS0827                          STATION DESCRIPTION
 QS0827
 QS0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0827'THE TANK IS IN THE CENTRAL PART OF MC LAUGHLIN.  IT IS A
 QS0827'4-LEGGED STEEL STRUCTURE PAINTED BLACK WITH AN ALUMINUMN TOP
 QS0827'AND IS ABOUT 120 FEET HIGH.
 QS0827'
 QS0827'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0830 ***********************************************************************
 QS0830  DESIGNATION -  MC LAUGHLIN PUBLIC SCHOOL CHIM
 QS0830  PID         -  QS0830
 QS0830  STATE/COUNTY-  SD/CORSON
 QS0830  COUNTRY     -  US
 QS0830  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0830
 QS0830                         *CURRENT SURVEY CONTROL
 QS0830  ______________________________________________________________________
 QS0830* NAD 83(1996) POSITION- 45 48 36.78924(N) 100 48 42.56599(W)   ADJUSTED
 QS0830  ______________________________________________________________________
 QS0830  GEOID HEIGHT    -        -21.133 (meters)                     GEOID18
 QS0830  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 QS0830  HORZ ORDER      -  THIRD
 QS0830
 QS0830.The horizontal coordinates were established by classical geodetic methods
 QS0830.and adjusted by the National Geodetic Survey in January 1998.
 QS0830
 QS0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0830.GEOID18 height accuracy estimate available here.
 QS0830
 QS0830.Click photographs - Photos may exist for this station.
 QS0830
 QS0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0830
 QS0830. The following values were computed from the NAD 83(1996) position.
 QS0830
 QS0830;                    North         East     Units Scale Factor Converg.
 QS0830;SPC SD N     -   220,003.549   536,898.147   MT  1.00002696   -0 34 28.4
 QS0830;SPC SD N     -   721,794.98  1,761,473.34   sFT  1.00002696   -0 34 28.4
 QS0830;UTM  14      - 5,074,558.115   359,228.044   MT  0.99984363   -1 17 57.7
 QS0830
 QS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5922874558(NAD 83)
 QS0830
 QS0830                          SUPERSEDED SURVEY CONTROL
 QS0830
 QS0830  NAD 83(1986)-  45 48 36.78040(N)    100 48 42.56140(W) AD(       ) 3
 QS0830  NAD 27      -  45 48 36.78300(N)    100 48 41.08500(W) AD(       ) 3
 QS0830
 QS0830.Superseded values are not recommended for survey control.
 QS0830
 QS0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0830.See file dsdata.pdf to determine how the superseded data were derived.
 QS0830
 QS0830_MARKER: 85 = CHIMNEY
 QS0830
 QS0830  HISTORY     - Date     Condition        Report By
 QS0830  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0830
 QS0830                          STATION DESCRIPTION
 QS0830
 QS0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0830'THE SCHOOL IS IN THE SOUTH EDGE OF MC LAUGHLIN AND ON THE
 QS0830'WEST SIDE OF U.S. HIGHWAY 12.  IT IS A 3-STORY RED BRICK
 QS0830'BUILDING ABOUT 50 FEET HIGH.
 QS0830'
 QS0830'THE POINT INTERSECTED WAS THE CENTER OF THE CHIMNEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2389 ***********************************************************************
 PU2389  DESIGNATION -  MCCLURE
 PU2389  PID         -  PU2389
 PU2389  STATE/COUNTY-  SD/BUTTE
 PU2389  COUNTRY     -  US
 PU2389  USGS QUAD   -  MUD BUTTES NW (2017)
 PU2389
 PU2389                         *CURRENT SURVEY CONTROL
 PU2389  ______________________________________________________________________
 PU2389* NAD 83(1996) POSITION- 44 58 19.05022(N) 103 59 15.50903(W)   ADJUSTED
 PU2389* NAVD 88 ORTHO HEIGHT -  1023.    (meters)     3356.    (feet) SCALED
 PU2389  ______________________________________________________________________
 PU2389  GEOID HEIGHT    -        -15.597 (meters)                     GEOID18
 PU2389  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC18
 PU2389  HORZ ORDER      -  SECOND
 PU2389
 PU2389.The horizontal coordinates were established by classical geodetic methods
 PU2389.and adjusted by the National Geodetic Survey in January 1998.
 PU2389
 PU2389.The orthometric height was scaled from a topographic map.
 PU2389
 PU2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2389.GEOID18 height accuracy estimate available here.
 PU2389
 PU2389.Click photographs - Photos may exist for this station.
 PU2389
 PU2389.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2389
 PU2389. The following values were computed from the NAD 83(1996) position.
 PU2389
 PU2389;                    North         East     Units Scale Factor Converg.
 PU2389;SPC SD N     -   134,271.764   285,579.804   MT  0.99994006   -2 49 19.9
 PU2389;SPC SD N     -   440,523.28    936,939.74   sFT  0.99994006   -2 49 19.9
 PU2389;SPC WY E     -   497,424.613   293,001.949   MT  1.00004382   +0 50 00.1
 PU2389;SPC WY E     - 1,631,967.25    961,290.56   sFT  1.00004382   +0 50 00.1
 PU2389;UTM  13      - 4,980,333.805   579,828.264   MT  0.99967836   +0 42 55.9
 PU2389
 PU2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2389!SPC SD N     -   0.99984200  x   0.99994006  =   0.99978207
 PU2389!SPC WY E     -   0.99984200  x   1.00004382  =   0.99988581
 PU2389!UTM  13      -   0.99984200  x   0.99967836  =   0.99952041
 PU2389
 PU2389:                Primary Azimuth Mark                     Grid Az
 PU2389:SPC SD N     -  1 ARD                                    222 13 07.5
 PU2389:SPC WY E     -  1 ARD                                    218 33 47.5
 PU2389:UTM  13      -  1 ARD                                    218 40 51.7
 PU2389
 PU2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7982880333(NAD 83)
 PU2389
 PU2389|---------------------------------------------------------------------|
 PU2389| PID    Reference Object                     Distance      Geod. Az  |
 PU2389|                                                           dddmmss.s |
 PU2389| CP9939 MCCLURE RM 1                         12.272 METERS 12615     |
 PU2389| PV0051 1 ARD                                              2192347.6 |
 PU2389| CP9940 MCCLURE RM 2                         12.876 METERS 27816     |
 PU2389|---------------------------------------------------------------------|
 PU2389
 PU2389                          SUPERSEDED SURVEY CONTROL
 PU2389
 PU2389  NAD 83(1993)-  44 58 19.04673(N)    103 59 15.50861(W) AD(       ) 2
 PU2389  NAD 83(1986)-  44 58 19.03875(N)    103 59 15.50403(W) AD(       ) 2
 PU2389  NAD 27      -  44 58 19.08300(N)    103 59 13.74030(W) AD(       ) 2
 PU2389
 PU2389.Superseded values are not recommended for survey control.
 PU2389
 PU2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2389.See file dsdata.pdf to determine how the superseded data were derived.
 PU2389
 PU2389_MARKER: DS = TRIANGULATION STATION DISK
 PU2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2389_STAMPING: MC CLURE 1962
 PU2389_MARK LOGO: CGS
 PU2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2389+STABILITY: SURFACE MOTION
 PU2389
 PU2389  HISTORY     - Date     Condition        Report By
 PU2389  HISTORY     - 1962     MONUMENTED       CGS
 PU2389  HISTORY     - 1984     GOOD             LOCENG
 PU2389
 PU2389                          STATION DESCRIPTION
 PU2389
 PU2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2389'THE STATION IS 22 MILES NORTHWEST OF BELLE FOURCHE, 3-1/4 MILES
 PU2389'EAST OF THE WYOMING-SOUTH DAKOTA STATE LINE AND ON THE SUMMIT OF
 PU2389'A GRASSY RIDGE IN PASTURE LAND OWNED BY THE MC CLURE RANCH.
 PU2389'
 PU2389'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 212 AND
 PU2389'85 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85 FOR
 PU2389'10.8 MILES TO A GRAVEL SIDE ROAD ON THE LEFT (0.1 MILE NORTH OF
 PU2389'THE BRIDGE OVER OWL CREEK).  TURN LEFT AND GO NORTHWEST ON THE
 PU2389'GRAVEL ROAD FOR 10.2 MILES TO A DIRT ROAD AND CATTLE GUARD ON THE
 PU2389'RIGHT.* TURN RIGHT, CROSS THE CATTLE GUARD AND GO NORTHERLY ON
 PU2389'THE DIRT ROAD FOR 1.85 MILES TO THE MC CLURE RANCH BUILDINGS.
 PU2389'PASS TO THE WEST OF THE HOUSE AND GO WEST AND NORTHERLY ON A
 PU2389'TRACK ROAD FOR 1.25 MILES TO A ROAD FORK.  BEAR LEFT, NORTH
 PU2389'ON A DIM TRACK ROAD FOR 0.05 MILE TO AN EARTHEN DAM.  BEAR LEFT
 PU2389'ACROSS THE DAM AND GO WEST AND NORTHWEST ON A TRACK ROAD FOR
 PU2389'0.45 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 PU2389'
 PU2389'STATION MARKS ARE STANDARD DISKS STAMPED MC CLURE 1962.  THE
 PU2389'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 PU2389'INCHES.  IT IS 4 FEET SOUTH OF A METAL WITNESS POST AND ON THE
 PU2389'HIGHEST POINT ON THE RIDGE.  THE UNDERGROUND DISK IS SET IN AN
 PU2389'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE SURFACE OF THE
 PU2389'GROUND.
 PU2389'
 PU2389'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MC CLURE NO 1 1962,
 PU2389'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 PU2389'
 PU2389'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MC CLURE NO 2 1962,
 PU2389'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 PU2389'GROUND.
 PU2389'
 PU2389'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PU2389'STAMPED 1 ARD 1954.  IT IS SET IN A 6 X 6 INCH CONCRETE POST
 PU2389'WHICH PROJECTS 3 INCHES.  IT IS 41 FEET NORTH OF THE CENTER OF A
 PU2389'GRAVEL ROAD, 2.2 FEET SOUTHWEST OF A WOODEN WITNESS POST, AND
 PU2389'1.5 FEET SOUTH OF THE CENTER POST OF A FENCE BRACE.
 PU2389'
 PU2389'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST
 PU2389'ON THE GRAVEL ROAD FOR 2.5 MILES TO A FENCE BRACE AND THE AZIMUTH
 PU2389'MARK ON THE RIGHT.
 PU2389'
 PU2389'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU2389
 PU2389                          STATION RECOVERY (1984)
 PU2389
 PU2389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MLC)
 PU2389'MCCLURE 1962 RECOVERED GOOD.
 PU2389'
 PU2389'MCCLURE NO 1 1962 RECOVERED GOOD.
 PU2389'
 PU2389'MCCLURE NO 2 1962 RECOVERED GOOD.
 PU2389'
 PU2389'1 ARD 1954 RECOVERED GOOD.
 PU2389'
 PU2389'DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES NORTHWEST OF
 PU2389'BELLE FOURCHE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0856 ***********************************************************************
 OQ0856  DESIGNATION -  MCCOOK RESET
 OQ0856  PID         -  OQ0856
 OQ0856  STATE/COUNTY-  SD/MCCOOK
 OQ0856  COUNTRY     -  US
 OQ0856  USGS QUAD   -  LAKE MADISON SW (2017)
 OQ0856
 OQ0856                         *CURRENT SURVEY CONTROL
 OQ0856  ______________________________________________________________________
 OQ0856* NAD 83(1996) POSITION- 43 50 52.76357(N) 097 10 25.74902(W)   ADJUSTED
 OQ0856* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 OQ0856  ______________________________________________________________________
 OQ0856  GEOID HEIGHT    -        -25.869 (meters)                     GEOID18
 OQ0856  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 OQ0856  HORZ ORDER      -  FIRST
 OQ0856
 OQ0856.The horizontal coordinates were established by classical geodetic methods
 OQ0856.and adjusted by the National Geodetic Survey in January 1998.
 OQ0856
 OQ0856.The orthometric height was scaled from a topographic map.
 OQ0856
 OQ0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0856.GEOID18 height accuracy estimate available here.
 OQ0856
 OQ0856.Click photographs - Photos may exist for this station.
 OQ0856
 OQ0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0856
 OQ0856. The following values were computed from the NAD 83(1996) position.
 OQ0856
 OQ0856;                    North         East     Units Scale Factor Converg.
 OQ0856;SPC SD S     -   173,097.631   853,975.812   MT  0.99991488   +2 10 46.5
 OQ0856;SPC SD S     -   567,904.48  2,801,752.31   sFT  0.99991488   +2 10 46.5
 OQ0856;UTM  14      - 4,856,610.433   646,786.757   MT  0.99986501   +1 15 55.1
 OQ0856
 OQ0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0856!SPC SD S     -   0.99991558  x   0.99991488  =   0.99983046
 OQ0856!UTM  14      -   0.99991558  x   0.99986501  =   0.99978060
 OQ0856
 OQ0856:                Primary Azimuth Mark                     Grid Az
 OQ0856:SPC SD S     -  MCCOOK AZ MK 2                           085 45 51.2
 OQ0856:UTM  14      -  MCCOOK AZ MK 2                           086 40 42.6
 OQ0856
 OQ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4678656610(NAD 83)
 OQ0856
 OQ0856|---------------------------------------------------------------------|
 OQ0856| PID    Reference Object                     Distance      Geod. Az  |
 OQ0856|                                                           dddmmss.s |
 OQ0856| CO4038 MCCOOK RM 1                          18.927 METERS 00006     |
 OQ0856| OQ0859 MADISON KSL 249 RAD MAST            APPROX.10.3 KM 0190731.1 |
 OQ0856| OQ0851 MADISON KWU 25 MICROWAVE            APPROX.12.8 KM 0412704.4 |
 OQ0856| CO4037 MCCOOK AZ MK 2                                     0875637.7 |
 OQ0856| CO4039 MCCOOK RM 2                          46.273 METERS 09025     |
 OQ0856| CO4041 MCCOOK RM 4                          19.844 METERS 09730     |
 OQ0856| OQ0853 ST JACOBS LUTH CH STEEPLE           APPROX.11.0 KM 1151741.2 |
 OQ0856| OQ0863 HUMBOLT BELL R 1 WEST MAST          APPROX.14.8 KM 1492752.4 |
 OQ0856| CO4040 MCCOOK RM 3                          41.270 METERS 26857     |
 OQ0856| OQ0857 ORLAND RED BRICK SCH CHIM           APPROX. 5.1 KM 3452805.4 |
 OQ0856|---------------------------------------------------------------------|
 OQ0856
 OQ0856                          SUPERSEDED SURVEY CONTROL
 OQ0856
 OQ0856  NAD 83(1986)-  43 50 52.76925(N)    097 10 25.72451(W) AD(       ) 1
 OQ0856  NAD 27      -  43 50 52.85300(N)    097 10 24.50600(W) AD(       ) 1
 OQ0856
 OQ0856.Superseded values are not recommended for survey control.
 OQ0856
 OQ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0856.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0856
 OQ0856_MARKER: DS = TRIANGULATION STATION DISK
 OQ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0856_STAMPING: MC COOK 1927 1966
 OQ0856_MARK LOGO: CGS
 OQ0856_PROJECTION: FLUSH
 OQ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0856+STABILITY: SURFACE MOTION
 OQ0856
 OQ0856  HISTORY     - Date     Condition        Report By
 OQ0856  HISTORY     - 1927     MONUMENTED       CGS
 OQ0856  HISTORY     - 1935     GOOD             CGS
 OQ0856  HISTORY     - 1949     GOOD             CGS
 OQ0856  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OQ0856  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OQ0856
 OQ0856                          STATION DESCRIPTION
 OQ0856
 OQ0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0856'ABOUT 10 MILES DUE N OF MONTROSE, 3 MILES E AND 1 MILE N FROM
 OQ0856'RAMSEY RAILROAD STATION, NEAR THE N SIDE CENTER OF THE NE 1/4 SEC.
 OQ0856'3, T 104 N, R 52 W, ON THE N SIDE OF THE FARM OWNED BY J. JASTRAM.
 OQ0856'THE POINT SELECTED IS ON THE HIGHEST POINT OF THE RIDGE ABOUT 350
 OQ0856'PACES W FROM THE NE CORNER OF THE SECTION, 376.6 METERS W OF THE
 OQ0856'CENTER LINE OF THE N-S SECTION-LINE ROAD, 1.1 METERS N OF THE S
 OQ0856'FENCE LINE OF THE E-W SECTION LINE (THE LINE BETWEEN MC COOK
 OQ0856'AND LAKE COUNTIES) AND 7.23 METERS S OF THE CENTER LINE OF
 OQ0856'SAID SECTION-LINE ROAD.  MARK IS ABOUT 1/4 MILE E OF MR.
 OQ0856'JASTRAMS HOUSE.
 OQ0856'
 OQ0856'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OQ0856'DISKS SET IN CONCRETE AS DESCRIBED.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 1, STANDARD DISK SET IN CONCRETE BLOCK WITH
 OQ0856'THE TOP FLUSH WITH GROUND, IS 18.93 METERS N OF THE STATION
 OQ0856'MARK.  1 METER N OF THE N FENCE LINE OF SAID SECTION-LINE ROAD.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 2, STANDARD DISK SET IN CONCRETE BLOCK WITH
 OQ0856'TOP FLUSH WITH THE GROUND, IS ALONG THE N FENCE LINE OF THE NW
 OQ0856'1/4 SEC. 4, T 105 N, R 52 W, 462.73 METERS E OF THE STATION MARK
 OQ0856'AND 86.13 METERS E OF THE CENTER LINE OF THE N-S ROAD BETWEEN
 OQ0856'SECTIONS 3 AND 4.
 OQ0856'
 OQ0856'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
 OQ0856
 OQ0856                          STATION RECOVERY (1935)
 OQ0856
 OQ0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0856'SURFACE STATION MARK IS STANDARD DISK IN CONCRETE, PROJECTING
 OQ0856'ABOUT 1 INCH ABOVE GROUND, IN RIGHT-OF-WAY OF COUNTY-LINE ROAD
 OQ0856'BETWEEN MC COOK AND LAKE COUNTIES, ABOUT 1/4 MILE W OF NE CORNER
 OQ0856'OF SEC. 3, T 104 N, R 53 W, 26 FEET S OF CENTER LINE OF ROAD,
 OQ0856'AND 4 FEET N OF S RIGHT-OF-WAY FENCE.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE,
 OQ0856'PROJECTING ABOUT 1 INCH ABOVE GROUND, 36 FEET N OF CENTER LINE OF
 OQ0856'COUNTY-LINE ROAD, 2 FEET N OF N RIGHT-OF-WAY FENCE, AND 62 FEET
 OQ0856'N OF STATION.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE,
 OQ0856'PROJECTING ABOUT 2 INCHES ABOVE GROUND, ABOUT 90 YARDS E OF THE
 OQ0856'NW CORNER OF SEC. 2, ABOUT 25 YARDS W OF AN ENTRANCE DRIVE, 28
 OQ0856'FEET S OF CENTER LINE OF COUNTY-LINE ROAD, AT THE S RIGHT-OF-WAY
 OQ0856'FENCE, AND ABOUT 0.3 MILE E OF STATION.
 OQ0856
 OQ0856                          STATION RECOVERY (1949)
 OQ0856
 OQ0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0856'THE STATION WAS RECOVERED AND ALL MARK WERE FOUND IN GOOD
 OQ0856'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 OQ0856'MARK NO. 1 AND THE DIRECTION TO REFERENCE MARKS NO. 1 AND 2.
 OQ0856'REFERENCE MARK NO. 2 WAS USED AS THE AZIMUTH MARK AND A NEW
 OQ0856'REFERENCE MARK NO. 3 WAS SET.
 OQ0856'
 OQ0856'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF THE VILLAGE
 OQ0856'OF FRANKLIN, ALONG THE SOUTH SIDE OF ROAD BETWEEN MC COOK AND
 OQ0856'LAKE COUNTIES.  IT IS 24.5 FEET SOUTH OF THE CENTERLINE OF THE
 OQ0856'ROAD AND 4 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH WITH THE
 OQ0856'SURFACE OF THE GROUND AND THE DISK IS STAMPED MC COOK 1927.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 1 IS 62.06 FEET NORTH OF THE STATION, 37 FEET
 OQ0856'NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTH OF THE FENCE.
 OQ0856'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 OQ0856'STAMPED MC COOK NO 1 1927.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.25 MILE EAST OF THE
 OQ0856'STATION, 86 FEET WEST OF THE CENTERLINE OF ENTRANCE TO FARM
 OQ0856'YARD, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH
 OQ0856'OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0856'AND THE DISK IS STAMPED MC COOK NO 2 1927.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 3 IS 135.40 FEET WEST OF THE STATION, 29 FEET
 OQ0856'SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF THE
 OQ0856'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 OQ0856'DISK IS STAMPED MC COOK NO 3 1949.
 OQ0856'
 OQ0856'TO REACH FROM THE CROSSROADS AT THE NORTH EDGE OF FRANKLIN, GO
 OQ0856'WEST ON GRAVELED ROAD 3.0 MILES TO CROSSROADS.  TURN LEFT (SOUTH)
 OQ0856'2.0 MILES TO CROSSROADS, TURN RIGHT-(WEST) 2.0 MILES TO CROSSROADS
 OQ0856'JUST NORTH OF A CHURCH, TURN LEFT (SOUTH) 1.0 MILE TO CROSSROADS,
 OQ0856'TURN RIGHT (WEST) 0.2 MILE TO THE STATION ON THE LEFT.
 OQ0856'
 OQ0856'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.2 MILE TO
 OQ0856'CROSSROADS, CONTINUE EAST 0.05 MILE TO THE MARK ON THE RIGHT.
 OQ0856'
 OQ0856'OBSERVATIONS TAKEN FROM A 77 FT. TOWER.
 OQ0856
 OQ0856                          STATION RECOVERY (1966)
 OQ0856
 OQ0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0856'THE SURFACE STATION MARK AND R.M. NO. 3 HAD BEEN DESTROYED.  THE
 OQ0856'UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 OQ0856'SURFACE MARK WAS SET BY PLUMBING OVER THE UNDERGROUND MARK.
 OQ0856'R.M. NO. 1 AND R.M. NO. 2 (AZIMUTH MARK) WERE RECOVERED AND
 OQ0856'APPEARED IN GOOD CONDITION BUT THE DISTANCE TO R.M. NO. 1 AND
 OQ0856'DIRECTIONS TO MARKS FAILED TO CHECK FROM THE UNDERGROUND
 OQ0856'POSITION.
 OQ0856'
 OQ0856'TO REACH THE STATION FROM FRANKLIN, FROM THE CROSSROADS AT THE
 OQ0856'NORTH EDGE OF TOWN, GO WEST FOR 5.0 MILES TO CROSSROADS, TURN
 OQ0856'LEFT AND GO SOUTH FOR 3.0 MILES TO CROSSROADS, TURN RIGHT AND GO
 OQ0856'WEST FOR 0.2 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 OQ0856'
 OQ0856'THE STATION MARK IS 49.8 FEET WEST-NORTHWEST OF A TELEPHONE
 OQ0856'POLE, 25.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 9 FEET
 OQ0856'NORTH OF A METAL WITNESS POST SET IN FENCE LINE.  MARK IS FLUSH
 OQ0856'AND DISK IS STAMPED MC COOK 1927 1966.
 OQ0856'
 OQ0856'R.M. NO. 1 IS 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 29.7
 OQ0856'FEET WEST OF A POWERLINE POLE AND 1 FOOT SOUTH OF A FENCE.  THE
 OQ0856'MARK IS FLUSH AND THE DISK IS STAMPED MC COOK NO 1 1927.
 OQ0856'
 OQ0856'R.M. NO. 2 (AZ. MK.) IS 0.25 MILE EAST OF THE STATION, 87.5 FEET
 OQ0856'WEST OF CENTER OF A FARM DRIVEWAY, 42 FEET EAST OF A TELEPHONE
 OQ0856'POLE AND 30.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  MARK
 OQ0856'PROJECTS 3 INCHES AND THE DISK IS STAMPED MC COOK NO 2 1927.
 OQ0856'
 OQ0856'R.M. NO. 4 IS 34.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OQ0856'15.8 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE.
 OQ0856'THE MARK IS FLUSH AND THE DISK IS STAMPED MC COOK 1927 NO 4 1966.
 OQ0856'
 OQ0856'NOTE--THE ANGLE BETWEEN ORLAND CHIMNEY AND ST PETERS STEEPLE
 OQ0856'FAILED TO CHECK BY 13.5 IN AND THE ANGLE BETWEEN ST PETER STEEPLE
 OQ0856'AND R.M. NO. 2 (AZ. MK.) FAILED TO CHECK BY 22.0 IN.
 OQ0856'
 OQ0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH
 OQ0856'OF MONTROSE
 OQ0856
 OQ0856                          STATION RECOVERY (1971)
 OQ0856
 OQ0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0856'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 4, AND REFERENCE
 OQ0856'MARK NO. 2 (AZIMUTH MARK) WERE RECOVERED.  THE STATION MARK AND
 OQ0856'REFERENCE MARK NO. 4 APPEARED GOOD, REFERENCE MARKS NO. 1 AND NO.
 OQ0856'2 ARE WEATHERED AND SCUFFED UP BUT ARE SOLID IN THE GROUND.  THE
 OQ0856'MEASUREMENT TO R.M. NO. 1 CHECKED WITH THE ORIGINAL DISTANCE.
 OQ0856'THE ANGLES CHECK WITH THE 1966 OBSERVATIONS.  REFERENCE MARK NO.
 OQ0856'2 (AZIMUTH MARK) IS NOT VISIBLE FROM THE STATION DUE TO TREES
 OQ0856'OF A SHELTER BELT ON LINE.  A NO. 2 AZIMUTH MARK WAS SET
 OQ0856'ACROSS THE ROAD FROM THE ORIGINAL MARK.
 OQ0856'
 OQ0856'A NEW DESCRIPTION FOLLOWS--
 OQ0856'
 OQ0856'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MADISON AND 10
 OQ0856'MILES NORTH OF MONTROSE, IN THE RIGHT-OF-WAY OF THE COUNTY LINE
 OQ0856'ROAD BETWEEN MC COOK AND LAKE COUNTIES, ABOUT 1/4 MILE WEST OF THE
 OQ0856'NE CORNER OF SEC. 3, T 104 N, R 53 W, AT THE TOP OF A LOW HILL.
 OQ0856'
 OQ0856'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MC COOK 1927
 OQ0856'1966, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, IT
 OQ0856'WAS PLUMBED OVER THE ORIGINAL UNDERGROUND MARK IN 1966.  IT IS
 OQ0856'116 FEET SOUTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER, 25.5
 OQ0856'FEET SOUTH OF THE CENTER OF THE ROAD, AND 9 FEET NORTH OF A
 OQ0856'FENCE LINE AND METAL WITNESS POST.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MC COOK NO 1 1927,
 OQ0856'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 OQ0856'98 FEET EAST OF A FENCE CORNER, 36 FEET NORTH OF THE CENTER OF
 OQ0856'THE ROAD, 30 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE
 OQ0856'LINE, AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MC COOK 1927
 OQ0856'NO 4 1966, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 OQ0856'IT IS 63 FEET EAST OF A METAL WITNESS POST, 34 FEET SOUTH OF THE
 OQ0856'CENTER OF THE ROAD, 16 FEET EAST OF A TELEPHONE POLE, AND 1.0 FOOT
 OQ0856'NORTH OF A FENCE.
 OQ0856'
 OQ0856'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS A STANDARD REFERENCE MARK
 OQ0856'DISK STAMPED MC COOK NO 2 1927, SET IN A SQUARE CONCRETE
 OQ0856'MONUMENT WHICH PROJECTS 3-INCHES.  IT IS 285 FEET EAST OF THE
 OQ0856'CENTER OF THE CROSSROADS, 86 FEET WEST OF THE CENTER OF A FARM
 OQ0856'DRIVEWAY, AND 30 FEET SOUTH OF THE CENTER OF THE ROAD, IN THE
 OQ0856'EDGE OF A SHELTER BELT OF TREES.
 OQ0856'
 OQ0856'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED MC COOK 1927 NO
 OQ0856'2 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 OQ0856'IT IS 275 FEET EAST OF THE CENTER OF THE CROSSROADS, 110 FEET
 OQ0856'NORTHWEST OF THE CENTER OF THE FARM DRIVEWAY, 66 FEET NORTH OF
 OQ0856'THE ORIGINAL AZIMUTH MARK, 35 FEET NORTH OF THE CENTER OF THE
 OQ0856'ROAD, 5.5 FEET WEST OF A POWER POLE, 0.5 FEET SOUTH OF A FENCE,
 OQ0856'AND 1.8 FEET EAST OF A METAL WITNESS POST.
 OQ0856'
 OQ0856'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 19
 OQ0856'AND A CROSSROAD AT THE NORTH EDGE OF FRANKLIN, GO WEST ON THE
 OQ0856'COUNTY ROAD FOR 5.0 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH
 OQ0856'FOR 3.0 MILES TO A CROSSROAD AND THE AZIMUTH MARKS TO THE LEFT
 OQ0856'AS DESCRIBED, TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE TOP
 OQ0856'OF THE HILL AND THE STATION AS DESCRIBED.
 OQ0856'
 OQ0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH
 OQ0856'OF MONTROSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0412 ***********************************************************************
 QS0412  DESIGNATION -  MCINTOSH
 QS0412  PID         -  QS0412
 QS0412  STATE/COUNTY-  SD/CORSON
 QS0412  COUNTRY     -  US
 QS0412  USGS QUAD   -  MCINTOSH (2017)
 QS0412
 QS0412                         *CURRENT SURVEY CONTROL
 QS0412  ______________________________________________________________________
 QS0412* NAD 83(1986) POSITION- 45 55 15.     (N) 101 20 49.     (W)   SCALED
 QS0412* NAVD 88 ORTHO HEIGHT -   701.974 (meters)     2303.06  (feet) ADJUSTED
 QS0412  ______________________________________________________________________
 QS0412  GEOID HEIGHT    -        -20.403 (meters)                     GEOID18
 QS0412  DYNAMIC HEIGHT  -        701.910 (meters)     2302.85  (feet) COMP
 QS0412  MODELED GRAVITY -    980,500.6   (mgal)                       NAVD 88
 QS0412
 QS0412  VERT ORDER      -  FIRST     CLASS II
 QS0412
 QS0412.The horizontal coordinates were scaled from a map and have
 QS0412.an estimated accuracy of +/- 6 seconds.
 QS0412
 QS0412.The orthometric height was determined by differential leveling and
 QS0412.adjusted by the NATIONAL GEODETIC SURVEY
 QS0412.in June 1991.
 QS0412
 QS0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0412.GEOID18 height accuracy estimate available here.
 QS0412
 QS0412.Click photographs - Photos may exist for this station.
 QS0412
 QS0412.The dynamic height is computed by dividing the NAVD 88
 QS0412.geopotential number by the normal gravity value computed on the
 QS0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0412.degrees latitude (g = 980.6199 gals.).
 QS0412
 QS0412.The modeled gravity was interpolated from observed gravity values.
 QS0412
 QS0412;                    North         East    Units  Estimated Accuracy
 QS0412;SPC SD N     -   232,850.      495,510.      MT  (+/- 180 meters Scaled)
 QS0412
 QS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR180879(NAD 83)
 QS0412
 QS0412                          SUPERSEDED SURVEY CONTROL
 QS0412
 QS0412  NGVD 29 (??/??/92)  701.456  (m)         2301.36   (f) ADJ UNCH    1 2
 QS0412
 QS0412.Superseded values are not recommended for survey control.
 QS0412
 QS0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0412.See file dsdata.pdf to determine how the superseded data were derived.
 QS0412
 QS0412_MARKER: DB = BENCH MARK DISK
 QS0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0412_STAMPING: MC INTOSH 1933
 QS0412_MARK LOGO: CGS
 QS0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0412+STABILITY: SURFACE MOTION
 QS0412
 QS0412  HISTORY     - Date     Condition        Report By
 QS0412  HISTORY     - 1933     MONUMENTED       CGS
 QS0412  HISTORY     - 1940     GOOD             CGS
 QS0412  HISTORY     - 1985     GOOD             NGS
 QS0412
 QS0412                          STATION DESCRIPTION
 QS0412
 QS0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0412'AT MC INTOSH.
 QS0412'AT MC INTOSH, CORSON COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 QS0412'SOUTHWEST CORNER OF THE GROUNDS, 1 FOOT NORTHEAST OF THE FENCE
 QS0412'CORNER, AND 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST.
 QS0412'A STANDARD DISK, STAMPED MC INTOSH 1933 AND SET IN THE TOP OF
 QS0412'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QS0412
 QS0412                          STATION RECOVERY (1985)
 QS0412
 QS0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0855 ***********************************************************************
 QS0855  DESIGNATION -  MCINTOSH
 QS0855  PID         -  QS0855
 QS0855  STATE/COUNTY-  SD/CORSON
 QS0855  COUNTRY     -  US
 QS0855  USGS QUAD   -  MCINTOSH (2017)
 QS0855
 QS0855                         *CURRENT SURVEY CONTROL
 QS0855  ______________________________________________________________________
 QS0855* NAD 83(1996) POSITION- 45 55 12.20880(N) 101 16 45.06617(W)   ADJUSTED
 QS0855* NAVD 88 ORTHO HEIGHT -   671.    (meters)     2201.    (feet) SCALED
 QS0855  ______________________________________________________________________
 QS0855  GEOID HEIGHT    -        -20.537 (meters)                     GEOID18
 QS0855  LAPLACE CORR    -         -5.80  (seconds)                    DEFLEC18
 QS0855  HORZ ORDER      -  THIRD
 QS0855
 QS0855.The horizontal coordinates were established by classical geodetic methods
 QS0855.and adjusted by the National Geodetic Survey in January 1998.
 QS0855
 QS0855.The orthometric height was scaled from a topographic map.
 QS0855
 QS0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0855.GEOID18 height accuracy estimate available here.
 QS0855
 QS0855.Click photographs - Photos may exist for this station.
 QS0855
 QS0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0855
 QS0855. The following values were computed from the NAD 83(1996) position.
 QS0855
 QS0855;                    North         East     Units Scale Factor Converg.
 QS0855;SPC SD N     -   232,680.092   500,766.240   MT  1.00005431   -0 54 19.2
 QS0855;SPC SD N     -   763,384.60  1,642,930.57   sFT  1.00005431   -0 54 19.2
 QS0855;UTM  14      - 5,087,691.322   323,264.876   MT  0.99998401   -1 38 15.8
 QS0855
 QS0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0855!SPC SD N     -   0.99989796  x   1.00005431  =   0.99995227
 QS0855!UTM  14      -   0.99989796  x   0.99998401  =   0.99988197
 QS0855
 QS0855:                Primary Azimuth Mark                     Grid Az
 QS0855:SPC SD N     -  MCINTOSH AZ MK RESET                     276 46 21.3
 QS0855:UTM  14      -  MCINTOSH AZ MK RESET                     277 30 17.9
 QS0855
 QS0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2326487691(NAD 83)
 QS0855
 QS0855|---------------------------------------------------------------------|
 QS0855| PID    Reference Object                     Distance      Geod. Az  |
 QS0855|                                                           dddmmss.s |
 QS0855| CQ8579 MCINTOSH RM 1                        13.286 METERS 08906     |
 QS0855| CQ8580 MCINTOSH RM 2                        11.049 METERS 26920     |
 QS0855| CQ8577 MCINTOSH AZ MK                                     2720500.3 |
 QS0855| CQ8578 MCINTOSH AZ MK RESET                               2755202.1 |
 QS0855|---------------------------------------------------------------------|
 QS0855
 QS0855                          SUPERSEDED SURVEY CONTROL
 QS0855
 QS0855  NAD 83(1986)-  45 55 12.20017(N)    101 16 45.06209(W) AD(       ) 3
 QS0855  NAD 27      -  45 55 12.18500(N)    101 16 43.58900(W) AD(       ) 3
 QS0855
 QS0855.Superseded values are not recommended for survey control.
 QS0855
 QS0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0855.See file dsdata.pdf to determine how the superseded data were derived.
 QS0855
 QS0855_MARKER: DS = TRIANGULATION STATION DISK
 QS0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0855_STAMPING: MC INTOSH 1952
 QS0855_MARK LOGO: CGS
 QS0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0855+STABILITY: SURFACE MOTION
 QS0855
 QS0855  HISTORY     - Date     Condition        Report By
 QS0855  HISTORY     - 1952     MONUMENTED       CGS
 QS0855  HISTORY     - 1964     GOOD             CGS
 QS0855
 QS0855                          STATION DESCRIPTION
 QS0855
 QS0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0855'THE STATION IS IN SECTION 33, T 23 N, R 23 E, ON THE
 QS0855'RIGHT-OF-WAY OF U.S. HIGHWAY 12, ABOUT 3 MILES EAST OF MC INTOSH,
 QS0855'38 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 8 FEET WEST OF A
 QS0855'POWER LINE POLE AND 4 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS
 QS0855'POST.
 QS0855'
 QS0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0855'STATE HIGHWAY 65 ABOUT 1 MILE EAST OF MC INTOSH, GO EAST ON
 QS0855'U.S. HIGHWAY 12 FOR 2.15 MILES TO THE AZIMUTH MARK ON THE LEFT
 QS0855'AS DESCRIBED, CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE
 QS0855'STATION ON THE RIGHT.
 QS0855'
 QS0855'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0855'MC INTOSH 1952.
 QS0855'
 QS0855'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 QS0855'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MC INTOSH
 QS0855'NO 1 1952.
 QS0855'
 QS0855'REFERENCE MARK 2 IS 38 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 QS0855'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MC INTOSH
 QS0855'NO 2 1952.
 QS0855'
 QS0855'THE AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QS0855'35 FEET EAST OF THE CENTER OF A GRADED DIRT ROAD, 2 FEET
 QS0855'EAST-SOUTHEAST OF A FENCE CORNER AND 2 FEET EAST OF A 4 X 4
 QS0855'INCH WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QS0855'STAMPED MC INTOSH 1952.
 QS0855'
 QS0855'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0855
 QS0855                          STATION RECOVERY (1964)
 QS0855
 QS0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QS0855'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0855'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK AS
 QS0855'IT WAS IN THE WAY OF HIGHWAY IMPROVMENT.  A NEW AZIMUTH MARK
 QS0855'WAS SET AT THIS STATION.
 QS0855'
 QS0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0855'STATE HIGHWAY 65, ABOUT 1 MILE EAST OF MC INTOSH, GO EAST ON U.S.
 QS0855'HIGHWAY 12 FOR 3.0 MILES TO CROSSROADS AND AZIMUTH MARK ON THE
 QS0855'LEFT, CONTINUE EAST FOR 0.35 MILE TO STATION ON THE RIGHT.
 QS0855'
 QS0855'THE STATION MARK IS ABOUT 112 FEET SOUTH OF THE CENTERLINE OF
 QS0855'THE NEW HIGHWAY, 8 FEET WEST OF A POWERLINE POLE AND 2 FEET
 QS0855'EAST OF A METAL WITNESS POST.  MARK PROJECTS ABOUT 3 INCHES
 QS0855'AND THE DISK IS STAMPED MC INTOSH 1952.
 QS0855'
 QS0855'R.M. NO. 1 IS 43.59 FEET EAST OF THE STATION AND ABOUT 112
 QS0855'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 QS0855'
 QS0855'R.M. NO. 2 IS 36.25 FEET WEST OF THE STATION AND IS ABOUT 112
 QS0855'FEET SOUTH OF THE CENTERLINE OF THE NEW HIGHWAY.
 QS0855'
 QS0855'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST OF THE STATION, ABOUT
 QS0855'104 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET WEST
 QS0855'OF CENTERLINE OF DIRT ROAD, 2 FEET NORTH OF A POWERLINE
 QS0855'POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 QS0855'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MC INTOSH
 QS0855'1952 RESET 1964.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0857 ***********************************************************************
 QS0857  DESIGNATION -  MCINTOSH MUNICIPAL TANK
 QS0857  PID         -  QS0857
 QS0857  STATE/COUNTY-  SD/CORSON
 QS0857  COUNTRY     -  US
 QS0857  USGS QUAD   -  MCINTOSH (2017)
 QS0857
 QS0857                         *CURRENT SURVEY CONTROL
 QS0857  ______________________________________________________________________
 QS0857* NAD 83(1996) POSITION- 45 55 20.03193(N) 101 21 02.84802(W)   ADJUSTED
 QS0857  ______________________________________________________________________
 QS0857  GEOID HEIGHT    -        -20.395 (meters)                     GEOID18
 QS0857  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 QS0857  HORZ ORDER      -  THIRD
 QS0857
 QS0857.The horizontal coordinates were established by classical geodetic methods
 QS0857.and adjusted by the National Geodetic Survey in January 1998.
 QS0857
 QS0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0857.GEOID18 height accuracy estimate available here.
 QS0857
 QS0857.Click photographs - Photos may exist for this station.
 QS0857
 QS0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0857
 QS0857. The following values were computed from the NAD 83(1996) position.
 QS0857
 QS0857;                    North         East     Units Scale Factor Converg.
 QS0857;SPC SD N     -   233,011.840   495,215.876   MT  1.00005489   -0 57 21.6
 QS0857;SPC SD N     -   764,473.01  1,624,720.75   sFT  1.00005489   -0 57 21.6
 QS0857;UTM  14      - 5,088,094.007   317,719.533   MT  1.00000848   -1 41 21.3
 QS0857
 QS0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1771988094(NAD 83)
 QS0857
 QS0857                          SUPERSEDED SURVEY CONTROL
 QS0857
 QS0857  NAD 83(1986)-  45 55 20.02346(N)    101 21 02.84325(W) AD(       ) 3
 QS0857  NAD 27      -  45 55 20.00800(N)    101 21 01.37800(W) AD(       ) 3
 QS0857
 QS0857.Superseded values are not recommended for survey control.
 QS0857
 QS0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0857.See file dsdata.pdf to determine how the superseded data were derived.
 QS0857
 QS0857_MARKER: 53 = ELEVATED TANK
 QS0857
 QS0857  HISTORY     - Date     Condition        Report By
 QS0857  HISTORY     - 1934     FIRST OBSERVED   CGS
 QS0857  HISTORY     - 1952     GOOD             CGS
 QS0857
 QS0857                          STATION DESCRIPTION
 QS0857
 QS0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0857'POINT OBSERVED UPON IS THE FINIAL ATOP OF THE BLACK MUNICIPAL
 QS0857'WATER TANK LOCATED IN THE N PORTION OF TOWN JUST N OF U.S.
 QS0857'HIGHWAY 12.
 QS0857
 QS0857                          STATION RECOVERY (1952)
 QS0857
 QS0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0857'THE STATION WAS RECOVERED AS DESCRIBED.  THE FOLLOWING EXCEPTIONS
 QS0857'WERE NOTED--IT IS NOW PAINTED ALUMINUM INSTEAD OF BLACK AND
 QS0857'IS ABOUT 50 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0856 ***********************************************************************
 QS0856  DESIGNATION -  MCINTOSH ST BONAVENTURE CH
 QS0856  PID         -  QS0856
 QS0856  STATE/COUNTY-  SD/CORSON
 QS0856  COUNTRY     -  US
 QS0856  USGS QUAD   -  MCINTOSH (2017)
 QS0856
 QS0856                         *CURRENT SURVEY CONTROL
 QS0856  ______________________________________________________________________
 QS0856* NAD 83(1996) POSITION- 45 55 19.63084(N) 101 21 04.87177(W)   ADJUSTED
 QS0856  ______________________________________________________________________
 QS0856  GEOID HEIGHT    -        -20.394 (meters)                     GEOID18
 QS0856  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 QS0856  HORZ ORDER      -  THIRD
 QS0856
 QS0856.The horizontal coordinates were established by classical geodetic methods
 QS0856.and adjusted by the National Geodetic Survey in January 1998.
 QS0856
 QS0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0856.GEOID18 height accuracy estimate available here.
 QS0856
 QS0856.Click photographs - Photos may exist for this station.
 QS0856
 QS0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0856
 QS0856. The following values were computed from the NAD 83(1996) position.
 QS0856
 QS0856;                    North         East     Units Scale Factor Converg.
 QS0856;SPC SD N     -   233,000.185   495,172.066   MT  1.00005486   -0 57 23.1
 QS0856;SPC SD N     -   764,434.77  1,624,577.02   sFT  1.00005486   -0 57 23.1
 QS0856;UTM  14      - 5,088,082.914   317,675.580   MT  1.00000868   -1 41 22.8
 QS0856
 QS0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1767588082(NAD 83)
 QS0856
 QS0856                          SUPERSEDED SURVEY CONTROL
 QS0856
 QS0856  NAD 83(1986)-  45 55 19.62233(N)    101 21 04.86697(W) AD(       ) 3
 QS0856  NAD 27      -  45 55 19.60800(N)    101 21 03.40400(W) AD(       ) 3
 QS0856
 QS0856.Superseded values are not recommended for survey control.
 QS0856
 QS0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0856.See file dsdata.pdf to determine how the superseded data were derived.
 QS0856
 QS0856_MARKER: 91 = CHURCH CROSS
 QS0856
 QS0856  HISTORY     - Date     Condition        Report By
 QS0856  HISTORY     - 1934     FIRST OBSERVED   CGS
 QS0856  HISTORY     - 1952     GOOD             CGS
 QS0856
 QS0856                          STATION DESCRIPTION
 QS0856
 QS0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0856'POINT OBSERVED UPON IS THE TIP OF CROSS ATOP BELFRY OF THE MC INTOSH
 QS0856'CATHOLIC CHURCH LOCATED IN THE N PART OF TOWN JUST W OF THE
 QS0856'MUNICIPAL WATER TANK.
 QS0856
 QS0856                          STATION RECOVERY (1952)
 QS0856
 QS0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0856'THE STATION WAS RECOVERED AND THE FOLLOWING DESCRIPTION WAS
 QS0856'NOTED--IT IS A WHITE PAINTED BUILDING ABOUT 50 FEET HIGH AND
 QS0856'THE POINT INTERSECTED WAS THE BASE OF THE CROSS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0733 ***********************************************************************
 QS0733  DESIGNATION -  MCKINLEY
 QS0733  PID         -  QS0733
 QS0733  STATE/COUNTY-  SD/WALWORTH
 QS0733  COUNTRY     -  US
 QS0733  USGS QUAD   -  AKASKA SW (2017)
 QS0733
 QS0733                         *CURRENT SURVEY CONTROL
 QS0733  ______________________________________________________________________
 QS0733* NAD 83(1996) POSITION- 45 20 14.82361(N) 100 12 35.73239(W)   ADJUSTED
 QS0733* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 QS0733  ______________________________________________________________________
 QS0733  GEOID HEIGHT    -        -22.127 (meters)                     GEOID18
 QS0733  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 QS0733  HORZ ORDER      -  SECOND
 QS0733
 QS0733.The horizontal coordinates were established by classical geodetic methods
 QS0733.and adjusted by the National Geodetic Survey in January 1998.
 QS0733
 QS0733.The orthometric height was scaled from a topographic map.
 QS0733
 QS0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0733.GEOID18 height accuracy estimate available here.
 QS0733
 QS0733.Click photographs - Photos may exist for this station.
 QS0733
 QS0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0733
 QS0733. The following values were computed from the NAD 83(1996) position.
 QS0733
 QS0733;                    North         East     Units Scale Factor Converg.
 QS0733;SPC SD N     -   167,164.476   583,546.287   MT  0.99995157   -0 08 54.9
 QS0733;SPC SD N     -   548,438.79  1,914,518.11   sFT  0.99995157   -0 08 54.9
 QS0733;UTM  14      - 5,021,150.026   405,200.837   MT  0.99971050   -0 51 38.3
 QS0733
 QS0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0733!SPC SD N     -   0.99991217  x   0.99995157  =   0.99986375
 QS0733!UTM  14      -   0.99991217  x   0.99971050  =   0.99962270
 QS0733
 QS0733:                Primary Azimuth Mark                     Grid Az
 QS0733:SPC SD N     -  LE BEAU                                  258 04 47.1
 QS0733:UTM  14      -  LE BEAU                                  258 47 30.5
 QS0733
 QS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0520021150(NAD 83)
 QS0733
 QS0733|---------------------------------------------------------------------|
 QS0733| PID    Reference Object                     Distance      Geod. Az  |
 QS0733|                                                           dddmmss.s |
 QS0733| QS0757 LE BEAU                             APPROX. 6.4 KM 2575552.2 |
 QS0733|---------------------------------------------------------------------|
 QS0733
 QS0733                          SUPERSEDED SURVEY CONTROL
 QS0733
 QS0733  NAD 83(1986)-  45 20 14.81464(N)    100 12 35.73369(W) AD(       ) 2
 QS0733  NAD 27      -  45 20 14.85000(N)    100 12 34.27100(W) AD(       ) 2
 QS0733  MORC        -  45 20 12.18000(N)    100 12 33.97000(W) AD(       ) 3
 QS0733
 QS0733.Superseded values are not recommended for survey control.
 QS0733
 QS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0733.See file dsdata.pdf to determine how the superseded data were derived.
 QS0733
 QS0733_MARKER: Z = SEE DESCRIPTION
 QS0733_SETTING: 0 = UNSPECIFIED SETTING
 QS0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0733
 QS0733  HISTORY     - Date     Condition        Report By
 QS0733  HISTORY     - 1889     MONUMENTED       MORC
 QS0733
 QS0733                          STATION DESCRIPTION
 QS0733
 QS0733'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0733'MC KINLEY-- IS ON LEFT BANK, ON A SMOOTH PLATEAU, AT HEAD
 QS0733'OF RUSH CREEK AND 4 MILES FROM RIVER AT MOUTH OF RUSH CREEK.
 QS0733'1-1/4 MILES NORTHWEST FROM ALBERT ROSENOS HOUSE, WHICH IS
 QS0733'NEAR THE HEAD OF A BRANCH OF SWAN CREEK, 150 FEET FROM EAST
 QS0733'EDGE OF BLUFF, AND 1555 FEET NORTHEAST FROM THE QUARTER SECTION
 QS0733'CORNER ON THE SOUTH SIDE OF SEC. 36, T. 122N, R 78W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0828 ***********************************************************************
 QS0828  DESIGNATION -  MCLAUGHLIN
 QS0828  PID         -  QS0828
 QS0828  STATE/COUNTY-  SD/CORSON
 QS0828  COUNTRY     -  US
 QS0828  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0828
 QS0828                         *CURRENT SURVEY CONTROL
 QS0828  ______________________________________________________________________
 QS0828* NAD 83(1996) POSITION- 45 47 16.99519(N) 100 48 40.51171(W)   ADJUSTED
 QS0828* NAVD 88 ORTHO HEIGHT -   658.    (meters)     2159.    (feet) SCALED
 QS0828  ______________________________________________________________________
 QS0828  GEOID HEIGHT    -        -21.132 (meters)                     GEOID18
 QS0828  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 QS0828  HORZ ORDER      -  SECOND
 QS0828
 QS0828.The horizontal coordinates were established by classical geodetic methods
 QS0828.and adjusted by the National Geodetic Survey in January 1998.
 QS0828
 QS0828.The orthometric height was scaled from a topographic map.
 QS0828
 QS0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0828.GEOID18 height accuracy estimate available here.
 QS0828
 QS0828.Click photographs - Photos may exist for this station.
 QS0828
 QS0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0828
 QS0828. The following values were computed from the NAD 83(1996) position.
 QS0828
 QS0828;                    North         East     Units Scale Factor Converg.
 QS0828;SPC SD N     -   217,539.584   536,917.812   MT  1.00002190   -0 34 27.0
 QS0828;SPC SD N     -   713,711.12  1,761,537.85   sFT  1.00002190   -0 34 27.0
 QS0828;UTM  14      - 5,072,094.544   359,216.553   MT  0.99984367   -1 17 54.4
 QS0828
 QS0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0828!SPC SD N     -   0.99990010  x   1.00002190  =   0.99992200
 QS0828!UTM  14      -   0.99990010  x   0.99984367  =   0.99974379
 QS0828
 QS0828:                Primary Azimuth Mark                     Grid Az
 QS0828:SPC SD N     -  MCLAUGHLIN AZ MK                         174 05 23.3
 QS0828:UTM  14      -  MCLAUGHLIN AZ MK                         174 48 50.7
 QS0828
 QS0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5921672094(NAD 83)
 QS0828
 QS0828|---------------------------------------------------------------------|
 QS0828| PID    Reference Object                     Distance      Geod. Az  |
 QS0828|                                                           dddmmss.s |
 QS0828| CO6358 MCLAUGHLIN RM 1                      10.363 METERS 07106     |
 QS0828| CO6359 MCLAUGHLIN RM 2                       9.032 METERS 16617     |
 QS0828| CQ5676 MCLAUGHLIN AZ MK                                   1733056.3 |
 QS0828| QS0830 MC LAUGHLIN PUBLIC SCHOOL CHIM      APPROX. 2.5 KM 3585806.8 |
 QS0828| QS0827 MC LAUGHLIN MUNICIPAL TANK          APPROX. 3.0 KM 3591024.4 |
 QS0828|---------------------------------------------------------------------|
 QS0828
 QS0828                          SUPERSEDED SURVEY CONTROL
 QS0828
 QS0828  NAD 83(1986)-  45 47 16.98645(N)    100 48 40.50760(W) AD(       ) 2
 QS0828  NAD 27      -  45 47 16.98800(N)    100 48 39.03100(W) AD(       ) 2
 QS0828
 QS0828.Superseded values are not recommended for survey control.
 QS0828
 QS0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0828.See file dsdata.pdf to determine how the superseded data were derived.
 QS0828
 QS0828_MARKER: DS = TRIANGULATION STATION DISK
 QS0828_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0828_STAMPING: MC LAUGHLIN 1952
 QS0828_MARK LOGO: CGS
 QS0828_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0828
 QS0828  HISTORY     - Date     Condition        Report By
 QS0828  HISTORY     - 1952     MONUMENTED       CGS
 QS0828
 QS0828                          STATION DESCRIPTION
 QS0828
 QS0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0828'THE STATION IS IN SECTION 15 T 21 N, R 27 E, ON THE SUMMIT
 QS0828'OF A PROMINENT BUTTE, 2 MILES SOUTH OF MC LAUGHLIN, 96 FEET
 QS0828'WEST-NORTHWEST OF THE WEST ONE OF TWO POWERLINE POLE, AND
 QS0828'12.5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0828'
 QS0828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QS0828'AND STATE HIGHWAY 63 AT THE NORTH EDGE OF MC LAUGHLIN, GO SOUTH
 QS0828'ON U.S. HIGHWAY 12 FOR 2.2 MILES TO A WIRE GATE ON THE LEFT,
 QS0828'TURN LEFT THROUGH GATE AND DRIVE NORTHEASTERLY FOR 0.15 MILE
 QS0828'TO END OF TRUCK TRAVEL AT THE SOUTHEAST BASE OF THE BUTTE.
 QS0828'PACK NORTHWESTERLY FOR 120 YARDS TO THE TOP AND STATION.
 QS0828'NOTE--A FOUR-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE TOP OF
 QS0828'THE BUTTE.
 QS0828'
 QS0828'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE, GO
 QS0828'SOUTH ON THE HIGHWAY FOR 0.2 MILE TO THE MARK ON THE RIGHT
 QS0828'AS DESCRIBED BELOW.
 QS0828'
 QS0828'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 QS0828'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 8 INCHES AND THE
 QS0828'DISK IS STAMPED MC LAUGHLIN 1952.
 QS0828'
 QS0828'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 QS0828'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 6 INCHES AND THE DISK
 QS0828'IS STAMPED MC LAUGHLIN NO 1 1952.
 QS0828'
 QS0828'REFERENCE MARK 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 QS0828'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 6 INCHES AND THE
 QS0828'DISK IS STAMPED MC LAUGHLIN NO 2 1952.
 QS0828'
 QS0828'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QS0828'20 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 4 FEET NORTHWEST
 QS0828'OF A WHITE 4 IN X 4 IN WITNESS POST AND 3.5 FEET NORTH OF
 QS0828'A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QS0828'STAMPED MC LAUGHLIN 1952.
 QS0828'
 QS0828'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0239 ***********************************************************************
 PU0239  DESIGNATION -  MEADE
 PU0239  PID         -  PU0239
 PU0239  STATE/COUNTY-  SD/MEADE
 PU0239  COUNTRY     -  US
 PU0239  USGS QUAD   -  DURKEE LAKE (2017)
 PU0239
 PU0239                         *CURRENT SURVEY CONTROL
 PU0239  ______________________________________________________________________
 PU0239* NAD 83(1996) POSITION- 44 53 34.05665(N) 102 02 52.55246(W)   ADJUSTED
 PU0239* NAVD 88 ORTHO HEIGHT -   756.725 (meters)     2482.69  (feet) ADJUSTED
 PU0239  ______________________________________________________________________
 PU0239  GEOID HEIGHT    -        -19.631 (meters)                     GEOID18
 PU0239  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC18
 PU0239  DYNAMIC HEIGHT  -        756.567 (meters)     2482.17  (feet) COMP
 PU0239  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 PU0239
 PU0239  HORZ ORDER      -  FIRST
 PU0239  VERT ORDER      -  FIRST     CLASS II
 PU0239
 PU0239.The horizontal coordinates were established by classical geodetic methods
 PU0239.and adjusted by the National Geodetic Survey in January 1998.
 PU0239
 PU0239.The orthometric height was determined by differential leveling and
 PU0239.adjusted by the NATIONAL GEODETIC SURVEY
 PU0239.in June 1991.
 PU0239
 PU0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0239.GEOID18 height accuracy estimate available here.
 PU0239
 PU0239.Click photographs - Photos may exist for this station.
 PU0239
 PU0239.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0239
 PU0239.The dynamic height is computed by dividing the NAVD 88
 PU0239.geopotential number by the normal gravity value computed on the
 PU0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0239.degrees latitude (g = 980.6199 gals.).
 PU0239
 PU0239.The modeled gravity was interpolated from observed gravity values.
 PU0239
 PU0239. The following values were computed from the NAD 83(1996) position.
 PU0239
 PU0239;                    North         East     Units Scale Factor Converg.
 PU0239;SPC SD N     -   119,775.372   438,252.757   MT  0.99994292   -1 26 57.8
 PU0239;SPC SD N     -   392,963.03  1,437,834.25   sFT  0.99994292   -1 26 57.8
 PU0239;UTM  13      - 4,975,281.415   733,102.168   MT  1.00026821   +2 05 04.0
 PU0239;UTM  14      - 4,975,561.403   259,328.277   MT  1.00031231   -2 09 07.9
 PU0239
 PU0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0239!SPC SD N     -   0.99988445  x   0.99994292  =   0.99982737
 PU0239!UTM  13      -   0.99988445  x   1.00026821  =   1.00015262
 PU0239!UTM  14      -   0.99988445  x   1.00031231  =   1.00019672
 PU0239
 PU0239:                Primary Azimuth Mark                     Grid Az
 PU0239:SPC SD N     -  MEADE AZ MK                              017 51 36.3
 PU0239:UTM  13      -  MEADE AZ MK                              014 19 34.5
 PU0239:UTM  14      -  MEADE AZ MK                              018 33 46.4
 PU0239
 PU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3310275281(NAD 83)
 PU0239
 PU0239|---------------------------------------------------------------------|
 PU0239| PID    Reference Object                     Distance      Geod. Az  |
 PU0239|                                                           dddmmss.s |
 PU0239| QT0411 FAITH ST JOSEPHS CATH CH SPIRE      APPROX.14.4 KM 0010726.9 |
 PU0239| QT0412 FAITH MUNICIPAL TANK                APPROX.14.4 KM 0021933.0 |
 PU0239| PU0237 MEADE AZ MK                                        0162438.5 |
 PU0239| PU0240 MEADE RM 1                           19.325 METERS 08835     |
 PU0239| PU0238 V 125                               216.800 METERS 09433     |
 PU0239| PU0241 MEADE RM 2                           18.593 METERS 17506     |
 PU0239|---------------------------------------------------------------------|
 PU0239
 PU0239                          SUPERSEDED SURVEY CONTROL
 PU0239
 PU0239  NAD 83(1986)-  44 53 34.04829(N)    102 02 52.55213(W) AD(       ) 1
 PU0239  NAD 27      -  44 53 34.09200(N)    102 02 50.97200(W) AD(       ) 1
 PU0239  NGVD 29 (??/??/92)  756.269  (m)         2481.19   (f) ADJ UNCH    1 2
 PU0239
 PU0239.Superseded values are not recommended for survey control.
 PU0239
 PU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0239.See file dsdata.pdf to determine how the superseded data were derived.
 PU0239
 PU0239_MARKER: DS = TRIANGULATION STATION DISK
 PU0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0239_STAMPING: MEADE 1950
 PU0239_MARK LOGO: CGS
 PU0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0239+STABILITY: SURFACE MOTION
 PU0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0239+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0239
 PU0239  HISTORY     - Date     Condition        Report By
 PU0239  HISTORY     - 1950     MONUMENTED       CGS
 PU0239  HISTORY     - 1963     GOOD             CGS
 PU0239  HISTORY     - 19960711 GOOD             NGS
 PU0239
 PU0239                          STATION DESCRIPTION
 PU0239
 PU0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0239'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF FAITH, 0.15
 PU0239'MILE WEST OF STATE HIGHWAY NO. 73, 40 FEET NORTH OF THE
 PU0239'CENTER OF A DIRT ROAD, 10 FEET SOUTHEAST OF A WITNESS POST,
 PU0239'AND 9 FEET SOUTH OF A WIRE FENCE.
 PU0239'
 PU0239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 212
 PU0239'AND STATE HIGHWAY NO. 73 AT THE WEST EDGE OF FAITH, GO SOUTH
 PU0239'ON NO. 73 FOR 8.95 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 PU0239'DESCRIBED.  CONTINUE SOUTH FOR 0.45 MILE TO BENCH MARK V 125
 PU0239'ON THE RIGHT AS DESCRIBED.  TURN RIGHT, WEST, FOR 0.15 MILE
 PU0239'TO THE STATION ON THE RIGHT AS DESCRIBED.
 PU0239'
 PU0239'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU0239'MEADE 1950.
 PU0239'
 PU0239'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE CENTER OF A DIRT
 PU0239'ROAD, AND 7 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 PU0239'AND THE DISK IS STAMPED MEADE NO 1 1950.
 PU0239'
 PU0239'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE CENTER OF THE
 PU0239'DIRT ROAD, AND 2 FEET NORTH OF A WIRE FENCE.  IT PROJECTS
 PU0239'4 INCHES, AND THE DISK IS STAMPED MEADE NO 2 1950.
 PU0239'
 PU0239'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF STATE HIGHWAY
 PU0239'NO. 73, 3 FEET SOUTH OF A WITNESS POST, AND 2 FEET WEST OF A
 PU0239'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU0239'MEADE 1950.
 PU0239'
 PU0239'BENCH MARK V 125 IS 56 FEET WEST OF THE CENTER OF STATE
 PU0239'HIGHWAY NO. 73, 25 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 PU0239'AND 9 FEET WEST OF A WIRE FENCE CORNER.  IT IS A STANDARD
 PU0239'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED V 125
 PU0239'1934 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 PU0239'PROJECTS 4 INCHES.
 PU0239'
 PU0239'THE STATION MARK, AZIMUTH MARK, AND THE REFERENCE MARKS ARE
 PU0239'STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU0239'
 PU0239'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 PU0239
 PU0239                          STATION RECOVERY (1963)
 PU0239
 PU0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0239'9.7 MI S FROM FAITH.
 PU0239'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0239'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE 9.1
 PU0239'MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 0.15 MILE WEST ALONG
 PU0239'A TRAIL ROAD, ABOUT 0.3 MILE SOUTH OF AN ABANDONED BARN, 18 FEET
 PU0239'NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 61.1 FEET NORTH AND
 PU0239'ACROSS THE ROAD FROM MEADE R.M. 2, 63.4 FEET WEST OF MEADE R.M.
 PU0239'1, 9 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS
 PU0239'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 PU0239'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU0239
 PU0239                          STATION RECOVERY (1996)
 PU0239
 PU0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0239'14.6 KM (9.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU0239'OF U.S. HIGHWAY 212 IN FAITH, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A
 PU0239'TRACK ROAD, 19.1 M (62.7 FT) WEST OF REFERENCE MARK 1, 18.6 M (61.0
 PU0239'FT) NORTH OF REFERENCE MARK 2, 6.4 M (21.0 FT) NORTH OF THE ROAD
 PU0239'CENTER, 2.7 M (8.9 FT) SOUTH OF A WITNESS POST AND FENCE, 0.5 M (1.6
 PU0239'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PU0239'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2399 ***********************************************************************
 PU2399  DESIGNATION -  MEADE AZ MK 2
 PU2399  PID         -  PU2399
 PU2399  STATE/COUNTY-  SD/MEADE
 PU2399  COUNTRY     -  US
 PU2399  USGS QUAD   -  DURKEE LAKE (2017)
 PU2399
 PU2399                         *CURRENT SURVEY CONTROL
 PU2399  ______________________________________________________________________
 PU2399* NAD 83(1986) POSITION- 44 54 01.     (N) 102 02 42.     (W)   SCALED
 PU2399* NAVD 88 ORTHO HEIGHT -   727.136 (meters)     2385.61  (feet) ADJUSTED
 PU2399  ______________________________________________________________________
 PU2399  GEOID HEIGHT    -        -19.628 (meters)                     GEOID18
 PU2399  DYNAMIC HEIGHT  -        726.984 (meters)     2385.11  (feet) COMP
 PU2399  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 PU2399
 PU2399  VERT ORDER      -  FIRST     CLASS II
 PU2399
 PU2399.The horizontal coordinates were scaled from a map and have
 PU2399.an estimated accuracy of +/- 6 seconds.
 PU2399
 PU2399.The orthometric height was determined by differential leveling and
 PU2399.adjusted by the NATIONAL GEODETIC SURVEY
 PU2399.in July 1998.
 PU2399
 PU2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2399.GEOID18 height accuracy estimate available here.
 PU2399
 PU2399.Click photographs - Photos may exist for this station.
 PU2399
 PU2399.The dynamic height is computed by dividing the NAVD 88
 PU2399.geopotential number by the normal gravity value computed on the
 PU2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2399.degrees latitude (g = 980.6199 gals.).
 PU2399
 PU2399.The modeled gravity was interpolated from observed gravity values.
 PU2399
 PU2399;                    North         East    Units  Estimated Accuracy
 PU2399;SPC SD N     -   120,600.      438,510.      MT  (+/- 180 meters Scaled)
 PU2399
 PU2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK333761(NAD 83)
 PU2399
 PU2399                          SUPERSEDED SURVEY CONTROL
 PU2399
 PU2399.No superseded survey control is available for this station.
 PU2399
 PU2399_MARKER: DZ = AZIMUTH MARK DISK
 PU2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2399_STAMPING: MEADE NO 2 1987
 PU2399_MARK LOGO: NGS
 PU2399_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2399+STABILITY: SURFACE MOTION
 PU2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2399+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2399
 PU2399  HISTORY     - Date     Condition        Report By
 PU2399  HISTORY     - 1987     MONUMENTED       NGS
 PU2399  HISTORY     - 19960711 GOOD             NGS
 PU2399
 PU2399                          STATION DESCRIPTION
 PU2399
 PU2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 PU2399'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2399'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2399'SOUTH, 14.3 KM (8.90 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST
 PU2399'IN FAITH), 22.9 METERS (75 FT) EAST FROM THE CENTER OF STATE HIGHWAY
 PU2399'73, 0.3 M (1.0 FT) WEST FROM A WITNESS POST,
 PU2399'IN THE TOP OF CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT)
 PU2399'27.55 M (90.4 FT) NORTH FROM THE 1/4 LINE.  AT THE
 PU2399'SOUTHWEST CORNER OF THE NW 1/4, SECTION 22, T11N, R17E.
 PU2399'0.9 KM (0.55 MI) NORTH OF V 125 RESET.
 PU2399
 PU2399                          STATION RECOVERY (1996)
 PU2399
 PU2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2399'13.7 KM (8.50 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2399'OF U.S. HIGHWAY 212 IN FAITH, 315.0 M (1033.5 FT) SOUTH OF MILEPOST
 PU2399'166, 22.9 M (75.1 FT) EAST OF THE HIGHWAY CENTERLINE, 1.7 M (5.6 FT)
 PU2399'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST
 PU2399'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0240 ***********************************************************************
 PU0240  DESIGNATION -  MEADE RM 1
 PU0240  PID         -  PU0240
 PU0240  STATE/COUNTY-  SD/MEADE
 PU0240  COUNTRY     -  US
 PU0240  USGS QUAD   -  DURKEE LAKE (2017)
 PU0240
 PU0240                         *CURRENT SURVEY CONTROL
 PU0240  ______________________________________________________________________
 PU0240* NAD 83(1986) POSITION- 44 53 34.07   (N) 102 02 51.67   (W)   HD_HELD1
 PU0240* NAVD 88 ORTHO HEIGHT -   756.205 (meters)     2480.98  (feet) ADJUSTED
 PU0240  ______________________________________________________________________
 PU0240  GEOID HEIGHT    -        -19.631 (meters)                     GEOID18
 PU0240  DYNAMIC HEIGHT  -        756.048 (meters)     2480.47  (feet) COMP
 PU0240  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 PU0240
 PU0240  VERT ORDER      -  FIRST     CLASS II
 PU0240
 PU0240.The horizontal coordinates were determined by differentially corrected
 PU0240.hand held GPS observations or other comparable positioning techniques
 PU0240.and have an estimated accuracy of +/- 3 meters.
 PU0240
 PU0240.The orthometric height was determined by differential leveling and
 PU0240.adjusted by the NATIONAL GEODETIC SURVEY
 PU0240.in July 1998.
 PU0240
 PU0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0240.GEOID18 height accuracy estimate available here.
 PU0240
 PU0240.Click photographs - Photos may exist for this station.
 PU0240
 PU0240.The dynamic height is computed by dividing the NAVD 88
 PU0240.geopotential number by the normal gravity value computed on the
 PU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0240.degrees latitude (g = 980.6199 gals.).
 PU0240
 PU0240.The modeled gravity was interpolated from observed gravity values.
 PU0240
 PU0240;                    North         East    Units  Estimated Accuracy
 PU0240;SPC SD N     -   119,775.3     438,272.1     MT  (+/- 3 meters HH1 GPS) 
 PU0240
 PU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3312175282(NAD 83)
 PU0240
 PU0240                          SUPERSEDED SURVEY CONTROL
 PU0240
 PU0240  NAVD 88 (06/15/91)  756.209  (m)         2481.00   (f) SUPERSEDED  1 2
 PU0240  NGVD 29 (??/??/92)  755.753  (m)         2479.50   (f) ADJ UNCH    1 2
 PU0240
 PU0240.Superseded values are not recommended for survey control.
 PU0240
 PU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0240.See file dsdata.pdf to determine how the superseded data were derived.
 PU0240
 PU0240_MARKER: DR = REFERENCE MARK DISK
 PU0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0240_STAMPING: MEADE NO 1 1950
 PU0240_MARK LOGO: CGS
 PU0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0240+STABILITY: SURFACE MOTION
 PU0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0240+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0240
 PU0240  HISTORY     - Date     Condition        Report By
 PU0240  HISTORY     - 1950     MONUMENTED       CGS
 PU0240  HISTORY     - 1963     GOOD             CGS
 PU0240  HISTORY     - 19960711 GOOD             NGS
 PU0240
 PU0240                          STATION DESCRIPTION
 PU0240
 PU0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0240'9.7 MI S FROM FAITH.
 PU0240'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0240'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE 9.1
 PU0240'MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 0.15 MILE WEST ALONG
 PU0240'A TRAIL ROAD, ABOUT 0.3 MILE SOUTH OF AN ABANDONED BARN, 20 FEET
 PU0240'NORTH OF THE CENTER LINE OF THE ROAD, 63.4 FEET EAST OF MEADE 1950,
 PU0240'7 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PU0240'PROJECTING 2 INCHES.
 PU0240
 PU0240                          STATION RECOVERY (1996)
 PU0240
 PU0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0240'14.6 KM (9.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU0240'OF U.S. HIGHWAY 212 IN FAITH, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A
 PU0240'TRACK ROAD, 19.1 M (62.7 FT) EAST OF TRIANGULATION STATION MEADE, 6.8
 PU0240'M (22.3 FT) NORTH OF THE ROAD CENTER, 2.1 M (6.9 FT) SOUTH OF A
 PU0240'WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 PU0240'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0241 ***********************************************************************
 PU0241  DESIGNATION -  MEADE RM 2
 PU0241  PID         -  PU0241
 PU0241  STATE/COUNTY-  SD/MEADE
 PU0241  COUNTRY     -  US
 PU0241  USGS QUAD   -  DURKEE LAKE (2017)
 PU0241
 PU0241                         *CURRENT SURVEY CONTROL
 PU0241  ______________________________________________________________________
 PU0241* NAD 83(1986) POSITION- 44 53 33.46   (N) 102 02 52.48   (W)   HD_HELD1
 PU0241* NAVD 88 ORTHO HEIGHT -   756.094 (meters)     2480.62  (feet) ADJUSTED
 PU0241  ______________________________________________________________________
 PU0241  GEOID HEIGHT    -        -19.631 (meters)                     GEOID18
 PU0241  DYNAMIC HEIGHT  -        755.937 (meters)     2480.10  (feet) COMP
 PU0241  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 PU0241
 PU0241  VERT ORDER      -  FIRST     CLASS II
 PU0241
 PU0241.The horizontal coordinates were determined by differentially corrected
 PU0241.hand held GPS observations or other comparable positioning techniques
 PU0241.and have an estimated accuracy of +/- 3 meters.
 PU0241
 PU0241.The orthometric height was determined by differential leveling and
 PU0241.adjusted by the NATIONAL GEODETIC SURVEY
 PU0241.in July 1998.
 PU0241
 PU0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0241.GEOID18 height accuracy estimate available here.
 PU0241
 PU0241.Click photographs - Photos may exist for this station.
 PU0241
 PU0241.The dynamic height is computed by dividing the NAVD 88
 PU0241.geopotential number by the normal gravity value computed on the
 PU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0241.degrees latitude (g = 980.6199 gals.).
 PU0241
 PU0241.The modeled gravity was interpolated from observed gravity values.
 PU0241
 PU0241;                    North         East    Units  Estimated Accuracy
 PU0241;SPC SD N     -   119,756.9     438,253.9     MT  (+/- 3 meters HH1 GPS) 
 PU0241
 PU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3310475263(NAD 83)
 PU0241
 PU0241                          SUPERSEDED SURVEY CONTROL
 PU0241
 PU0241  NAVD 88 (06/15/91)  756.081  (m)         2480.58   (f) SUPERSEDED  1 2
 PU0241  NGVD 29 (??/??/92)  755.625  (m)         2479.08   (f) ADJ UNCH    1 2
 PU0241
 PU0241.Superseded values are not recommended for survey control.
 PU0241
 PU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0241.See file dsdata.pdf to determine how the superseded data were derived.
 PU0241
 PU0241_MARKER: DR = REFERENCE MARK DISK
 PU0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0241_STAMPING: MEADE NO 2 1950
 PU0241_MARK LOGO: CGS
 PU0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0241+STABILITY: SURFACE MOTION
 PU0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0241+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0241
 PU0241  HISTORY     - Date     Condition        Report By
 PU0241  HISTORY     - 1950     MONUMENTED       CGS
 PU0241  HISTORY     - 1963     GOOD             CGS
 PU0241  HISTORY     - 19960711 GOOD             NGS
 PU0241
 PU0241                          STATION DESCRIPTION
 PU0241
 PU0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0241'9.7 MI S FROM FAITH.
 PU0241'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0241'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE 9.1
 PU0241'MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 0.15 MILE WEST ALONG A
 PU0241'TRAIL ROAD, ABOUT 0.3 MILE SOUTH OF AN ABANDONED BARN, 43 FEET
 PU0241'SOUTH OF THE CENTER LINE OF THE ROAD, 61.1 FEET SOUTH OF AND
 PU0241'ACROSS THE ROAD FROM MEADE 1950, 2 FEET NORTH OF A FENCE, AND SET
 PU0241'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU0241
 PU0241                          STATION RECOVERY (1996)
 PU0241
 PU0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0241'14.6 KM (9.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU0241'OF U.S. HIGHWAY 212 IN FAITH, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A
 PU0241'TRACK ROAD, 18.6 M (61.0 FT) SOUTH OF TRIANGULATION STATION MEADE,
 PU0241'12.2 M (40.0 FT) SOUTH OF THE ROAD CENTER, 0.6 M (2.0 FT) NORTH OF A
 PU0241'WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 PU0241'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1080 ***********************************************************************
 PT1080  DESIGNATION -  MEADOW
 PT1080  PID         -  PT1080
 PT1080  STATE/COUNTY-  SD/SULLY
 PT1080  COUNTRY     -  US
 PT1080  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT1080
 PT1080                         *CURRENT SURVEY CONTROL
 PT1080  ______________________________________________________________________
 PT1080* NAD 83(1996) POSITION- 44 37 35.80497(N) 100 31 04.91406(W)   ADJUSTED
 PT1080* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 PT1080  ______________________________________________________________________
 PT1080  GEOID HEIGHT    -        -22.708 (meters)                     GEOID18
 PT1080  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 PT1080  HORZ ORDER      -  SECOND
 PT1080
 PT1080.The horizontal coordinates were established by classical geodetic methods
 PT1080.and adjusted by the National Geodetic Survey in January 1998.
 PT1080
 PT1080.The orthometric height was scaled from a topographic map.
 PT1080
 PT1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1080.GEOID18 height accuracy estimate available here.
 PT1080
 PT1080.Click photographs - Photos may exist for this station.
 PT1080
 PT1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1080
 PT1080. The following values were computed from the NAD 83(1996) position.
 PT1080
 PT1080;                    North         East     Units Scale Factor Converg.
 PT1080;SPC SD N     -    88,282.418   558,892.090   MT  0.99996641   -0 21 59.9
 PT1080;SPC SD N     -   289,639.90  1,833,631.80   sFT  0.99996641   -0 21 59.9
 PT1080;SPC SD S     -   254,798.355   585,341.949   MT  1.00006204   -0 07 38.7
 PT1080;SPC SD S     -   835,950.94  1,920,409.38   sFT  1.00006204   -0 07 38.7
 PT1080;UTM  14      - 4,942,593.897   379,581.156   MT  0.99977832   -1 03 59.5
 PT1080
 PT1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1080!SPC SD N     -   0.99991743  x   0.99996641  =   0.99988384
 PT1080!SPC SD S     -   0.99991743  x   1.00006204  =   0.99997946
 PT1080!UTM  14      -   0.99991743  x   0.99977832  =   0.99969577
 PT1080
 PT1080:                Primary Azimuth Mark                     Grid Az
 PT1080:SPC SD N     -  INGHAM RESET                             172 05 18.8
 PT1080:SPC SD S     -  INGHAM RESET                             171 50 57.6
 PT1080:UTM  14      -  INGHAM RESET                             172 47 18.4
 PT1080
 PT1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7958142593(NAD 83)
 PT1080
 PT1080|---------------------------------------------------------------------|
 PT1080| PID    Reference Object                     Distance      Geod. Az  |
 PT1080|                                                           dddmmss.s |
 PT1080| CO6366 MEADOW RM 2                          30.272 METERS 00017     |
 PT1080| CO6365 MEADOW RM 1                          30.739 METERS 10128     |
 PT1080| AH8151 TT 21 VS                                           1104801.0 |
 PT1080| PT1045 INGHAM RESET                        APPROX.15.1 KM 1714318.9 |
 PT1080|---------------------------------------------------------------------|
 PT1080
 PT1080                          SUPERSEDED SURVEY CONTROL
 PT1080
 PT1080  NAD 83(1986)-  44 37 35.79930(N)    100 31 04.91705(W) AD(       ) 2
 PT1080  NAD 27      -  44 37 35.86500(N)    100 31 03.41100(W) AD(       ) 2
 PT1080
 PT1080.Superseded values are not recommended for survey control.
 PT1080
 PT1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1080.See file dsdata.pdf to determine how the superseded data were derived.
 PT1080
 PT1080_MARKER: DS = TRIANGULATION STATION DISK
 PT1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1080_STAMPING: MEADOW 1948
 PT1080_MARK LOGO: CGS
 PT1080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1080+STABILITY: SURFACE MOTION
 PT1080
 PT1080  HISTORY     - Date     Condition        Report By
 PT1080  HISTORY     - 1948     MONUMENTED       CGS
 PT1080  HISTORY     - 19831028 GOOD             NGS
 PT1080
 PT1080                          STATION DESCRIPTION
 PT1080
 PT1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1080'STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHWEST OF PIERRE
 PT1080'IN A FLAT PRAIRIE MEADOW NEAR THE CENTER OF SEC. 6, T. 113 N.,
 PT1080'R. 80 W. ON LAND OWNED BY MR. HENRY GLOSECLOSE.  IT IS 22 FEET
 PT1080'NORTH OF A FENCE CORNER, 4 FEET NORTH-NORTHEAST OF A WITNESS
 PT1080'POST, AND 2 FEET EAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 PT1080'AND THE DISK IS STAMPED MEADOW 1948.
 PT1080'
 PT1080'REFERENCE MARK NO. 1 IS 100.85 FEET EAST-SOUTHEAST OF THE STATION,
 PT1080'100 FEET EAST OF THE FENCE CORNER, AND 1 FOOT NORTH OF A
 PT1080'WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PT1080'MEADOW NO 1 1948.
 PT1080'
 PT1080'REFERENCE MARK NO. 2 IS 99.32 FEET NORTH OF THE STATION, 121
 PT1080'FEET NORTH OF THE FENCE CORNER, AND 1 FOOT EAST OF A WIRE FENCE.
 PT1080'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED MEADOW NO 2 1948.
 PT1080'
 PT1080'THE AZIMUTH MARK IS APPROXIMATELY 1.4 MILES EAST-SOUTHEAST
 PT1080'OF THE STATION, 100 FEET WEST OF A POINT WHERE THE TRACK ROAD
 PT1080'MAKES A 90-DEGREE TURN, 20 FEET NORTH OF THE APPROXIMATE
 PT1080'CENTERLINE OF THE TRACK ROAD, AND 3 FEET SOUTH OF A WIRE FENCE.
 PT1080'IT IS A STANDARD USGS BM DISK STAMPED TT 21 VS 1946 SET IN
 PT1080'THE CENTER OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 PT1080'
 PT1080'TO REACH THE STATION FROM THE ST. CHARLES HOTEL IN PIERRE,
 PT1080'GO NORTHERLY ON U.S. HIGHWAYS 83 AND 14 FOR 1.3 MILES TO A
 PT1080'GRAVEL ROAD ON THE LEFT.  THEN LEFT, NORTHERLY, FOR 8.4 MILES
 PT1080'TO A CROSSROAD.  THEN LEFT, WEST, FOR 5.0 MILES.  THEN RIGHT,
 PT1080'NORTH, FOR 3.0 MILES.  THEN RIGHT, EAST, FOR 0.3 MILE.  THEN
 PT1080'LEFT, NORTH, FOR 4.1 MILES TO A CROSSROAD (SCHOOL HOUSE IN
 PT1080'THE NORTHEAST CORNER OF THE INTERSECTION).  THEN LEFT, WEST,
 PT1080'FOR 2.3 MILES TO A FORK.  THEN RIGHT ROAD FOR 0.4 MILE TO THE
 PT1080'AZIMUTH MARK ON THE RIGHT.  CONTINUE IN A WESTERLY DIRECTION
 PT1080'FOR 0.8 MILE.  THEN RIGHT, NORTH, (KEEP ON EAST SIDE OF WIRE
 PT1080'FENCE) FOR 0.5 MILE.  THEN LEFT, WEST, (KEEP ON NORTH SIDE
 PT1080'OF WIRE FENCE) FOR 0.5 MILE TO THE STATION AS DESCRIBED.
 PT1080'
 PT1080'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 PT1080
 PT1080                          STATION RECOVERY (1983)
 PT1080
 PT1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PT1080'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK 1 WERE RECOVERED
 PT1080'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LAYING ATOP THE GROUND.
 PT1080'AZIMUTH MARK 1 WAS NOT VG AND A 4.5 M (14.8 FT) TARGET POLE WAS NEEDED
 PT1080'TO SEE FROM THE STATION AND AZIMUTH MARK 2 WAS ESTABLISHED AND IS VG.
 PT1080'REFERENCE MARK 3 WAS ALSO ESTABLISHED AT THIS TIME.  THE ROUTE TO THE
 PT1080'STATION HAS CHANGED AND NEW DESCRIPTIVE TEXT FOLLOWS. THE STATION IS
 PT1080'LOCATED ABOUT 27.5 KM (17.10 MI) NORTHWEST OF PIERRE, NEAR THE CENTER
 PT1080'OF S6, T 113N, R 80 W, ALONG THE EAST SIDE OF A FENCE BETWEEN
 PT1080'CULTIVATED FIELD.  IT IS AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD
 PT1080'OWNED BY MR.  BILL ZIMMERMAN, PIERRE, SD. TO REACH THE STATION FROM
 PT1080'THE EAST END OF OAHE DAM AND HIGHWAY 1804, GO NORTHWEST AND NORTH 20.9
 PT1080'KM (13.00 MI) ON 1804 TO OKOBOJO CREEK.  CONTINUE NORTH ON 1804 FOR
 PT1080'4.4 KM (2.75 MI) TO PRAIRIE VIEW SCHOOL ON THE RIGHT AND CROSSROAD.
 PT1080'TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 4.8 KM (3.00 MI) TO A
 PT1080'GRAVELED ROAD SOUTH.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 4.0
 PT1080'KM (2.50 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 PT1080'GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 PT1080'WEST ON GRAVELED ROAD FOR 1.6 KM (1.00 MI) TO A FIELD ROAD NORTH.
 PT1080'TURN RIGHT AND GO NORTH ON FIELD ROAD FOR 0.8 KM (0.50 MI) TO A FIELD
 PT1080'ROAD EAST.  TURN RIGHT AND GO EAST ON FIELD ROAD FOR 0.8 KM (0.50 MI)
 PT1080'TO FENCE CORNER AND STATION.  THE STATION IS A STANDARD CGS DISK
 PT1080'STAMPED--MEADOW 1948--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PT1080'12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED ALONG
 PT1080'WEST EDGE OF A CULTIVATED FIELD, ALONG EAST SIDE OF A FENCE.  LOCATED
 PT1080'6.6 METERS (21.7 FT) N FROM A FENCE CORNER.  0.7 METERS (2.3 FT) E
 PT1080'FROM A FENCE.  0.4 METERS (1.3 FT) N FROM A WITNESS POST.  REFERENCE
 PT1080'MARK NO 2 IS A STANDARD CGS DISK STAMPED--MEADOW NO 2 1948--SET INTO
 PT1080'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PT1080'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 36.8 METERS
 PT1080'(120.7 FT) N FROM A FENCE CORNER.  0.3 METERS (1.0 FT) E FROM A FENCE.
 PT1080'0.3 METERS (1.0 FT) S FROM A WITNESS POST.  REFERENCE MARK NO 3 IS A
 PT1080'STANDARD NGS DISK STAMPED--MEADOW 1948 NO 3 1983--SET INTO THE TOP OF
 PT1080'A ROUND CONCRETE MONUMENT 10 INCHES(25 CM) IN DIAMETER PROJECTING 2
 PT1080'INCHES (5 CM) ABOVE THE GROUND.  LOCATED 16.0 METERS (52.5 FT) W FROM
 PT1080'A FENCE CORNER.  0.3 METERS (1.0 FT) N FROM A FENCE.  0.3 METERS (1.0
 PT1080'FT) E FROM A WITNESS POST.  AZIMUTH MARK NO 1 IS A STANDARD USGS DISK
 PT1080'STAMPED--TT 21 VS 1946--SET INTO THE TOP OF A 15 CM (6 INCH) SQUARE
 PT1080'CONCRETE MONUMENT THAT PROJECTS 10 CM (4 INCHES) IT IS 30 M (98.4 FT)
 PT1080'WEST OF A FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF FENCE, 0.3 M (1.0 FT)
 PT1080'FROM WITNESS POST.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 PT1080'STAMPED--MEADOW 1948 NO 2 1983--SET INTO THE TOP OF A ROUND CONCRETE
 PT1080'MONUMENT 12 INCHES(30 CM)IN DIAMETER PROJECTING 2 INCHES(5 CM) ABOVE
 PT1080'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK
 PT1080'STAMPED--MEADOW 1948 NO 2 1983--SET INTO AN IRREGULAR MASS OF CONCRETE
 PT1080'ABOUT 1.0 M (3.3 FT) BELOW THE SURFACE. LOCATED JUST WEST OF A GROUP
 PT1080'OF STEEL GRAIN BINS.  LOCATED 10.7 METERS (35.1 FT) E FROM THE CENTER
 PT1080'OF A GRAVELED ROAD.  12.2 METERS (40.0 FT) S FROM THE CENTER OF A
 PT1080'DRIVE LEADING INTO GRAIN BINDS.  0.3 METERS (1.0 FT) N FROM A WITNESS
 PT1080'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0387 ***********************************************************************
 QT0387  DESIGNATION -  MEADOW
 QT0387  PID         -  QT0387
 QT0387  STATE/COUNTY-  SD/PERKINS
 QT0387  COUNTRY     -  US
 QT0387  USGS QUAD   -  MEADOW (2017)
 QT0387
 QT0387                         *CURRENT SURVEY CONTROL
 QT0387  ______________________________________________________________________
 QT0387* NAD 83(1996) POSITION- 45 31 54.40298(N) 102 13 18.57176(W)   ADJUSTED
 QT0387* NAVD 88 ORTHO HEIGHT -   818.191 (meters)     2684.35  (feet) ADJUSTED
 QT0387  ______________________________________________________________________
 QT0387  GEOID HEIGHT    -        -18.717 (meters)                     GEOID18
 QT0387  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 QT0387  DYNAMIC HEIGHT  -        818.067 (meters)     2683.94  (feet) COMP
 QT0387  MODELED GRAVITY -    980,436.7   (mgal)                       NAVD 88
 QT0387
 QT0387  HORZ ORDER      -  SECOND
 QT0387  VERT ORDER      -  FIRST     CLASS II
 QT0387
 QT0387.The horizontal coordinates were established by classical geodetic methods
 QT0387.and adjusted by the National Geodetic Survey in January 1998.
 QT0387
 QT0387.The orthometric height was determined by differential leveling and
 QT0387.adjusted by the NATIONAL GEODETIC SURVEY
 QT0387.in April 2000.
 QT0387
 QT0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0387.GEOID18 height accuracy estimate available here.
 QT0387
 QT0387.Click photographs - Photos may exist for this station.
 QT0387
 QT0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0387
 QT0387.The dynamic height is computed by dividing the NAVD 88
 QT0387.geopotential number by the normal gravity value computed on the
 QT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0387.degrees latitude (g = 980.6199 gals.).
 QT0387
 QT0387.The modeled gravity was interpolated from observed gravity values.
 QT0387
 QT0387. The following values were computed from the NAD 83(1996) position.
 QT0387
 QT0387;                    North         East     Units Scale Factor Converg.
 QT0387;SPC SD N     -   191,121.336   426,470.388   MT  0.99997427   -1 34 20.9
 QT0387;SPC SD N     -   627,037.25  1,399,178.26   sFT  0.99997427   -1 34 20.9
 QT0387;UTM  13      - 5,045,781.656   716,926.281   MT  1.00017859   +1 59 00.2
 QT0387
 QT0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0387!SPC SD N     -   0.99987468  x   0.99997427  =   0.99984895
 QT0387!UTM  13      -   0.99987468  x   1.00017859  =   1.00005324
 QT0387
 QT0387:                Primary Azimuth Mark                     Grid Az
 QT0387:SPC SD N     -  MEADOW AZ MK                             259 35 34.3
 QT0387:UTM  13      -  MEADOW AZ MK                             256 02 13.2
 QT0387
 QT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1692645781(NAD 83)
 QT0387
 QT0387|---------------------------------------------------------------------|
 QT0387| PID    Reference Object                     Distance      Geod. Az  |
 QT0387|                                                           dddmmss.s |
 QT0387| AI2553 MEADOW RM 1                          14.133 METERS 15042     |
 QT0387| AI2554 MEADOW RM 2                          14.213 METERS 24929     |
 QT0387| AI2561 MEADOW AZ MK                                       2580113.4 |
 QT0387|---------------------------------------------------------------------|
 QT0387
 QT0387                          SUPERSEDED SURVEY CONTROL
 QT0387
 QT0387  NAD 83(1986)-  45 31 54.39444(N)    102 13 18.56994(W) AD(       ) 2
 QT0387  NAD 27      -  45 31 54.45000(N)    102 13 16.97000(W) AD(       ) 2
 QT0387  NGVD 29 (07/19/86)  817.5    (m)         2682.     (f) VERT ANG       
 QT0387
 QT0387.Superseded values are not recommended for survey control.
 QT0387
 QT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0387.See file dsdata.pdf to determine how the superseded data were derived.
 QT0387
 QT0387_MARKER: DS = TRIANGULATION STATION DISK
 QT0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0387_STAMPING: MEADOW 1951
 QT0387_MARK LOGO: CGS
 QT0387_PROJECTION: FLUSH
 QT0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0387+STABILITY: SURFACE MOTION
 QT0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0387+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0387
 QT0387  HISTORY     - Date     Condition        Report By
 QT0387  HISTORY     - 1951     MONUMENTED       CGS
 QT0387  HISTORY     - 19990527 GOOD             NGS
 QT0387
 QT0387                          STATION DESCRIPTION
 QT0387
 QT0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0387'THE STATION IS LOCATED 0.15 MILE WEST-NORTHWEST OF THE SMALL
 QT0387'SETTLEMENT OF MEADOW, ABOUT 125 YARDS NORTH OF STATE HIGHWAY
 QT0387'8, AND ON LAND OWNED BY MR. RAY PRESZLER.
 QT0387'
 QT0387'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 QT0387'STATE HIGHWAY 8 IN MEADOW, GO WEST ON THE HIGHWAY FOR 0.05
 QT0387'MILE TO THE PRESZLERS FARM BUILDINGS ON THE RIGHT.  TURN RIGHT,
 QT0387'NORTH, THROUGH A GATE WEST OF THE GARAGE AND GO FOR 0.5 MILE.
 QT0387'THENCE DUE WEST FOR 0.15 MILE TO THE TOP OF A LOW HILL AND THE
 QT0387'STATION AS DESCRIBED.
 QT0387'
 QT0387'TO REACH THE AZIMUTH MARK FROM MR. PRESZLERS FARM BUILDINGS,
 QT0387'GO WEST ON THE HIGHWAY FOR 0.6 MILE TO A CROSSROAD, AND THE
 QT0387'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QT0387'
 QT0387'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QT0387'STAMPED MEADOW 1951.
 QT0387'
 QT0387'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND THE DISK
 QT0387'IS STAMPED MEADOW NO 1 1951.
 QT0387'
 QT0387'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, AND THE DISK
 QT0387'IS STAMPED MEADOW NO 2 1951.
 QT0387'
 QT0387'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF A DIRT ROAD,
 QT0387'36 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 8, 18 FEET EAST
 QT0387'OF A TELEPHONE POLE, AND 2 FEET NORTH OF A WIRE FENCE.  THE
 QT0387'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MEADOW 1951.
 QT0387'
 QT0387'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 QT0387'CYLINDERS.
 QT0387
 QT0387                          STATION RECOVERY (1999)
 QT0387
 QT0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0387'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0387'MEADOW, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 20, 787.2
 QT0387'M (2582.7 FT) EAST OF MILEPOST 94, 138.2 M (453.4 FT) NORTH OF THE
 QT0387'HIGHWAY CENTERLINE, 120.0 M (393.7 FT) NORTH OF A WITNESS POST AND
 QT0387'FENCE, 14.2 M (46.6 FT) EAST OF REFERENCE MARK 2, 14.1 M (46.3 FT)
 QT0387'NORTHWEST OF REFERENCE MARK 1, 8.0 M (26.2 FT) ABOVE THE LEVEL OF THE
 QT0387'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 QT0387'MONUMENT IS ON PROPERTY OWNED BY RAY PRESZLER, BOX 264, MEADOW SD
 QT0387'57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2553 ***********************************************************************
 AI2553  DESIGNATION -  MEADOW RM 1
 AI2553  PID         -  AI2553
 AI2553  STATE/COUNTY-  SD/PERKINS
 AI2553  COUNTRY     -  US
 AI2553  USGS QUAD   -  MEADOW (2017)
 AI2553
 AI2553                         *CURRENT SURVEY CONTROL
 AI2553  ______________________________________________________________________
 AI2553* NAD 83(1986) POSITION- 45 31 54.00   (N) 102 13 18.25   (W)   HD_HELD1
 AI2553* NAVD 88 ORTHO HEIGHT -   817.727 (meters)     2682.83  (feet) ADJUSTED
 AI2553  ______________________________________________________________________
 AI2553  GEOID HEIGHT    -        -18.717 (meters)                     GEOID18
 AI2553  DYNAMIC HEIGHT  -        817.604 (meters)     2682.42  (feet) COMP
 AI2553  MODELED GRAVITY -    980,436.7   (mgal)                       NAVD 88
 AI2553
 AI2553  VERT ORDER      -  FIRST     CLASS II
 AI2553
 AI2553.The horizontal coordinates were determined by differentially corrected
 AI2553.hand held GPS observations or other comparable positioning techniques
 AI2553.and have an estimated accuracy of +/- 3 meters.
 AI2553
 AI2553.The orthometric height was determined by differential leveling and
 AI2553.adjusted by the NATIONAL GEODETIC SURVEY
 AI2553.in April 2000.
 AI2553
 AI2553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2553.GEOID18 height accuracy estimate available here.
 AI2553
 AI2553.Click photographs - Photos may exist for this station.
 AI2553
 AI2553.The dynamic height is computed by dividing the NAVD 88
 AI2553.geopotential number by the normal gravity value computed on the
 AI2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2553.degrees latitude (g = 980.6199 gals.).
 AI2553
 AI2553.The modeled gravity was interpolated from observed gravity values.
 AI2553
 AI2553;                    North         East    Units  Estimated Accuracy
 AI2553;SPC SD N     -   191,108.7     426,477.0     MT  (+/- 3 meters HH1 GPS) 
 AI2553
 AI2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1693345769(NAD 83)
 AI2553
 AI2553                          SUPERSEDED SURVEY CONTROL
 AI2553
 AI2553.No superseded survey control is available for this station.
 AI2553
 AI2553_MARKER: DR = REFERENCE MARK DISK
 AI2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2553_STAMPING: MEADOW NO 1 1951
 AI2553_MARK LOGO: CGS
 AI2553_PROJECTION: FLUSH
 AI2553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2553+STABILITY: SURFACE MOTION
 AI2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2553+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2553
 AI2553  HISTORY     - Date     Condition        Report By
 AI2553  HISTORY     - 1951     MONUMENTED       CGS
 AI2553  HISTORY     - 19990527 GOOD             NGS
 AI2553
 AI2553                          STATION DESCRIPTION
 AI2553
 AI2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2553'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI2553'MEADOW, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 20, 787.2
 AI2553'M (2582.7 FT) EAST OF MILEPOST 94, 125.5 M (411.7 FT) NORTH OF THE
 AI2553'HIGHWAY CENTERLINE, 107.3 M (352.0 FT) NORTH OF A WITNESS POST AND
 AI2553'FENCE, 21.5 M (70.5 FT) EAST-SOUTHEAST OF REFERENCE MARK 2, 14.1 M
 AI2553'(46.3 FT) SOUTHEAST OF THE STATION MARK, 8.0 M (26.2 FT) ABOVE THE
 AI2553'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI2553'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RAY PRESZLER, BOX
 AI2553'264, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2554 ***********************************************************************
 AI2554  DESIGNATION -  MEADOW RM 2
 AI2554  PID         -  AI2554
 AI2554  STATE/COUNTY-  SD/PERKINS
 AI2554  COUNTRY     -  US
 AI2554  USGS QUAD   -  MEADOW (2017)
 AI2554
 AI2554                         *CURRENT SURVEY CONTROL
 AI2554  ______________________________________________________________________
 AI2554* NAD 83(1986) POSITION- 45 31 54.24   (N) 102 13 19.19   (W)   HD_HELD1
 AI2554* NAVD 88 ORTHO HEIGHT -   817.696 (meters)     2682.72  (feet) ADJUSTED
 AI2554  ______________________________________________________________________
 AI2554  GEOID HEIGHT    -        -18.716 (meters)                     GEOID18
 AI2554  DYNAMIC HEIGHT  -        817.572 (meters)     2682.32  (feet) COMP
 AI2554  MODELED GRAVITY -    980,436.7   (mgal)                       NAVD 88
 AI2554
 AI2554  VERT ORDER      -  FIRST     CLASS II
 AI2554
 AI2554.The horizontal coordinates were determined by differentially corrected
 AI2554.hand held GPS observations or other comparable positioning techniques
 AI2554.and have an estimated accuracy of +/- 3 meters.
 AI2554
 AI2554.The orthometric height was determined by differential leveling and
 AI2554.adjusted by the NATIONAL GEODETIC SURVEY
 AI2554.in April 2000.
 AI2554
 AI2554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2554.GEOID18 height accuracy estimate available here.
 AI2554
 AI2554.Click photographs - Photos may exist for this station.
 AI2554
 AI2554.The dynamic height is computed by dividing the NAVD 88
 AI2554.geopotential number by the normal gravity value computed on the
 AI2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2554.degrees latitude (g = 980.6199 gals.).
 AI2554
 AI2554.The modeled gravity was interpolated from observed gravity values.
 AI2554
 AI2554;                    North         East    Units  Estimated Accuracy
 AI2554;SPC SD N     -   191,116.7     426,456.8     MT  (+/- 3 meters HH1 GPS) 
 AI2554
 AI2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1691345776(NAD 83)
 AI2554
 AI2554                          SUPERSEDED SURVEY CONTROL
 AI2554
 AI2554.No superseded survey control is available for this station.
 AI2554
 AI2554_MARKER: DR = REFERENCE MARK DISK
 AI2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2554_STAMPING: MEADOW NO 2 1951
 AI2554_MARK LOGO: CGS
 AI2554_PROJECTION: FLUSH
 AI2554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2554+STABILITY: SURFACE MOTION
 AI2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2554+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2554
 AI2554  HISTORY     - Date     Condition        Report By
 AI2554  HISTORY     - 1951     MONUMENTED       CGS
 AI2554  HISTORY     - 19990527 GOOD             NGS
 AI2554
 AI2554                          STATION DESCRIPTION
 AI2554
 AI2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2554'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI2554'MEADOW, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 20, 787.2
 AI2554'M (2582.7 FT) EAST OF MILEPOST 94, 132.7 M (435.4 FT) NORTH OF THE
 AI2554'HIGHWAY CENTERLINE, 114.5 M (375.7 FT) NORTH OF A FENCE, 21.5 M (70.5
 AI2554'FT) WEST-NORTHWEST OF REFERENCE MARK 1, 14.2 M (46.6 FT) WEST OF THE
 AI2554'STATION MARK, 8.0 M (26.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 AI2554'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI2554'PROPERTY OWNED BY RAY PRESZLER, BOX 264, MEADOW, SD 57644.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0749 ***********************************************************************
 OS0749  DESIGNATION -  MEAT
 OS0749  PID         -  OS0749
 OS0749  STATE/COUNTY-  SD/TODD
 OS0749  COUNTRY     -  US
 OS0749  USGS QUAD   -  EAGLE MANS BUTTE (2017)
 OS0749
 OS0749                         *CURRENT SURVEY CONTROL
 OS0749  ______________________________________________________________________
 OS0749* NAD 83(1996) POSITION- 43 20 19.34467(N) 101 11 04.64185(W)   ADJUSTED
 OS0749* NAVD 88 ORTHO HEIGHT -   934.    (meters)     3064.    (feet) SCALED
 OS0749  ______________________________________________________________________
 OS0749  GEOID HEIGHT    -        -21.648 (meters)                     GEOID18
 OS0749  LAPLACE CORR    -         -7.61  (seconds)                    DEFLEC18
 OS0749  HORZ ORDER      -  FIRST
 OS0749
 OS0749.The horizontal coordinates were established by classical geodetic methods
 OS0749.and adjusted by the National Geodetic Survey in January 1998.
 OS0749
 OS0749.The orthometric height was scaled from a topographic map.
 OS0749
 OS0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0749.GEOID18 height accuracy estimate available here.
 OS0749
 OS0749.Click photographs - Photos may exist for this station.
 OS0749
 OS0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0749
 OS0749. The following values were computed from the NAD 83(1996) position.
 OS0749
 OS0749;                    North         East     Units Scale Factor Converg.
 OS0749;SPC SD S     -   112,041.574   530,974.358   MT  0.99991872   -0 35 14.1
 OS0749;SPC SD S     -   367,589.73  1,742,038.37   sFT  0.99991872   -0 35 14.1
 OS0749;UTM  14      - 4,800,746.332   322,913.644   MT  0.99998577   -1 29 59.0
 OS0749
 OS0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0749!SPC SD S     -   0.99985688  x   0.99991872  =   0.99977561
 OS0749!UTM  14      -   0.99985688  x   0.99998577  =   0.99984265
 OS0749
 OS0749:                Primary Azimuth Mark                     Grid Az
 OS0749:SPC SD S     -  FIRE TOWER NORTH                         134 16 01.8
 OS0749:UTM  14      -  FIRE TOWER NORTH                         135 10 46.7
 OS0749
 OS0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2291300746(NAD 83)
 OS0749
 OS0749|---------------------------------------------------------------------|
 OS0749| PID    Reference Object                     Distance      Geod. Az  |
 OS0749|                                                           dddmmss.s |
 OS0749| CP9948 MEAT RM 1                            25.542 METERS 05550     |
 OS0749| OS0752 FIRE TOWER NORTH                    APPROX.19.0 KM 1334047.7 |
 OS0749| CP9949 MEAT RM 2                            10.439 METERS 25032     |
 OS0749| CP9947 MEAT AZ MK                                         3421625.5 |
 OS0749|---------------------------------------------------------------------|
 OS0749
 OS0749                          SUPERSEDED SURVEY CONTROL
 OS0749
 OS0749  NAD 83(1995)-  43 20 19.34088(N)    101 11 04.64095(W) AD(       ) 1
 OS0749  NAD 83(1986)-  43 20 19.34252(N)    101 11 04.64928(W) AD(       ) 1
 OS0749  NAD 27      -  43 20 19.33030(N)    101 11 03.10080(W) AD(       ) 1
 OS0749
 OS0749.Superseded values are not recommended for survey control.
 OS0749
 OS0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0749.See file dsdata.pdf to determine how the superseded data were derived.
 OS0749
 OS0749_MARKER: DS = TRIANGULATION STATION DISK
 OS0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0749_STAMPING: MEAT 1936
 OS0749_MARK LOGO: CGS
 OS0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0749+STABILITY: SURFACE MOTION
 OS0749
 OS0749  HISTORY     - Date     Condition        Report By
 OS0749  HISTORY     - 1936     MONUMENTED       CGS
 OS0749  HISTORY     - 1967     SEE DESCRIPTION  USGS
 OS0749  HISTORY     - 1968     GOOD             CGS
 OS0749
 OS0749                          STATION DESCRIPTION
 OS0749
 OS0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0749'STATION IS ABOUT 8 MILES AIRLINE, AND 9.2 MILES BY ROAD
 OS0749'SOUTH OF NORRIS, 0.6 MILE EAST OF NORTH-SOUTH ROAD, 0.5 MILE
 OS0749'SOUTH OF EAST-WEST ROAD, AT HIGHEST POINT OF WESTERNMOST OF
 OS0749'TWO PASTURE KNOLLS CONNECTED BY A SADDLE.  THE MARK PROJECTS
 OS0749'3 INCHES.
 OS0749'
 OS0749'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION IN SADDLE.
 OS0749'THE MARK PROJECTS 5 INCHES.
 OS0749'
 OS0749'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.  THE
 OS0749'MARK PROJECTS 3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 OS0749'MARKS IS 117.35 FEET.
 OS0749'
 OS0749'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION AT SOUTH
 OS0749'SIDE OF EAST-WEST ROAD, 20 FEET SOUTH OF CENTERLINE OF ROAD,
 OS0749'BETWEEN TWO EASTERNMOST OF THREE ROADS INTO PASTURE.  THE
 OS0749'MARK PROJECTS 6 INCHES.
 OS0749'
 OS0749'TO REACH THE STATION FROM NORRIS, GO SOUTH FOR 8.6 MILES TO
 OS0749'CROSSROADS, THEN EAST FOR 0.5 MILE TO THREE ROADS LEADING
 OS0749'INTO PASTURE FIELD TO SOUTH.  TAKE MIDDLE FORK AND GO SOUTHEAST
 OS0749'TOWARDS SADDLE FOR 0.5 MILE TO EASTERN SLOPE OF WESTERNMOST
 OS0749'KNOLL AND END OF TRUCK TRAVEL.  PACK WEST ABOUT 50 YARDS TO TOP
 OS0749'OF KNOLL AND STATION.
 OS0749'
 OS0749'SIGNALS SHOWN FROM THE GROUND AT CEDAR BUTTE, DEUTSCH 1933,
 OS0749'AND PARMELEE 1933 ARE VISIBLE FROM THE GROUND.
 OS0749'
 OS0749'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0749'BRONZE DISKS SET IN CONCRETE.
 OS0749
 OS0749                          STATION RECOVERY (1967)
 OS0749
 OS0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (EDJ)
 OS0749'THE AZIMUTH MARK FOR THIS STATION WAS SEARCHED FOR AND NOT
 OS0749'FOUND.  ROAD CONSTRUCTION IN THE AREA MAY HAVE DESTROYED THE
 OS0749'MARK.
 OS0749
 OS0749                          STATION RECOVERY (1968)
 OS0749
 OS0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 OS0749'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 OS0749'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OS0749'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND WAS
 OS0749'ASSUMED THE MARK WAS DESTROYED WHEN ROAD WAS WIDENED.  NO
 OS0749'VISIBLE INTERSECTION STATION AT STATION AND DISTANCE STATIONS
 OS0749'WERE TOO FAR TO SEE IN DAY TIME SO A NEW AZIMUTH MARK WAS NOT
 OS0749'SET.
 OS0749'
 OS0749'TO REACH THE STATION FROM THE POST OFFICE IN NORRIS, GO SOUTH
 OS0749'ON STATE HIGHWAY 63 FOR 0.3 MILE TO A ROAD FORK.  KEEP
 OS0749'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 8.15 MILES TO A
 OS0749'T-INTERSECTION AND A WWIRE GATE.  PASS THROUGH THE GATE AND
 OS0749'GO SOUTHEAST ACROSS PASTURE FOR 0.8 MILE TO THE NORTH BASE
 OS0749'OF HILL.  PACK NORTH UP HILL FOR ABOUT 150 YARDS TO THE
 OS0749'STATION ON THE HIGHEST POINT.
 OS0749'
 OS0749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 OS0749'MILES SOUTH OF NORRIS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0960 ***********************************************************************
 PR0960  DESIGNATION -  MEDARY
 PR0960  PID         -  PR0960
 PR0960  STATE/COUNTY-  SD/MOODY
 PR0960  COUNTRY     -  US
 PR0960  USGS QUAD   -  MEDARY (2017)
 PR0960
 PR0960                         *CURRENT SURVEY CONTROL
 PR0960  ______________________________________________________________________
 PR0960* NAD 83(1996) POSITION- 44 11 02.92424(N) 096 47 22.77327(W)   ADJUSTED
 PR0960* NAVD 88 ORTHO HEIGHT -   501.    (meters)     1644.    (feet) SCALED
 PR0960  ______________________________________________________________________
 PR0960  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 PR0960  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 PR0960  HORZ ORDER      -  SECOND
 PR0960
 PR0960.The horizontal coordinates were established by classical geodetic methods
 PR0960.and adjusted by the National Geodetic Survey in January 1998.
 PR0960
 PR0960.The orthometric height was scaled from a topographic map.
 PR0960
 PR0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0960.GEOID18 height accuracy estimate available here.
 PR0960
 PR0960.Click photographs - Photos may exist for this station.
 PR0960
 PR0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0960
 PR0960. The following values were computed from the NAD 83(1996) position.
 PR0960
 PR0960;                    North         East     Units Scale Factor Converg.
 PR0960;SPC SD S     -   211,658.345   883,245.522   MT  0.99995560   +2 26 40.6
 PR0960;SPC SD S     -   694,415.75  2,897,781.35   sFT  0.99995560   +2 26 40.6
 PR0960;UTM  14      - 4,894,701.444   676,664.404   MT  0.99998386   +1 32 27.4
 PR0960
 PR0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0960!SPC SD S     -   0.99992544  x   0.99995560  =   0.99988104
 PR0960!UTM  14      -   0.99992544  x   0.99998386  =   0.99990930
 PR0960
 PR0960:                Primary Azimuth Mark                     Grid Az
 PR0960:SPC SD S     -  MEDARY AZ MK                             175 31 02.1
 PR0960:UTM  14      -  MEDARY AZ MK                             176 25 15.3
 PR0960
 PR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7666494701(NAD 83)
 PR0960
 PR0960|---------------------------------------------------------------------|
 PR0960| PID    Reference Object                     Distance      Geod. Az  |
 PR0960|                                                           dddmmss.s |
 PR0960| PR0969 BROOKINGS SD ST COLL CAMPANILE      APPROX.14.6 KM 0002923.5 |
 PR0960| PR0974 BROOKINGS SD ST COLL TANK           APPROX.14.9 KM 0010414.6 |
 PR0960| PR0973 BROOKINGS MUNICIPAL TANK            APPROX.13.9 KM 0011337.9 |
 PR0960| PR0972 BROOKINGS SD ST COLL PLT STK        APPROX.14.8 KM 0012723.6 |
 PR0960| CO9249 MEDARY RM 1                          26.868 METERS 02420     |
 PR0960| CO9250 MEDARY RM 2                          23.859 METERS 06926     |
 PR0960| CO9248 MEDARY AZ MK                                       1775742.7 |
 PR0960| PR0970 BROOKINGS MUNI POWER PLANT STACK    APPROX.13.9 KM 3574718.0 |
 PR0960|---------------------------------------------------------------------|
 PR0960
 PR0960                          SUPERSEDED SURVEY CONTROL
 PR0960
 PR0960  NAD 83(1986)-  44 11 02.92424(N)    096 47 22.75108(W) AD(       ) 2
 PR0960  NAD 27      -  44 11 03.03300(N)    096 47 21.56300(W) AD(       ) 2
 PR0960
 PR0960.Superseded values are not recommended for survey control.
 PR0960
 PR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0960.See file dsdata.pdf to determine how the superseded data were derived.
 PR0960
 PR0960_MARKER: DS = TRIANGULATION STATION DISK
 PR0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0960_STAMPING: MEDARY 1949
 PR0960_MARK LOGO: CGS
 PR0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0960+STABILITY: SURFACE MOTION
 PR0960
 PR0960  HISTORY     - Date     Condition        Report By
 PR0960  HISTORY     - 1949     MONUMENTED       CGS
 PR0960  HISTORY     - 1949     GOOD             CGS
 PR0960  HISTORY     - 19921022 SEE DESCRIPTION  NGS
 PR0960
 PR0960                          STATION DESCRIPTION
 PR0960
 PR0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0960'LOCATED ABOUT 8-3/4 MILES SOUTH OF BROOKINGS, 3/4 MILE SOUTH
 PR0960'OF THE MOODY-BROOKINGS COUNTY LINE, ON THE EAST SIDE OF
 PR0960'SE 1/4 OF SEC. 2, T. 108 N., R. 50 W., ON PROPERTY OWNED
 PR0960'BY MRS. BERT FRANCIS OF BROOKINGS.  IT IS ABOUT 100 FEET
 PR0960'NORTH OF A FARM HOUSE, AT THE NORTH EDGE OF A SMALL GROVE
 PR0960'OF LOCUST TREES, 78 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 PR0960'77 AND 33 FEET EAST-NORTHEAST OF A FENCE CORNER, AND 33 FEET
 PR0960'NORTHWEST OF A LARGE TREE.  THE MARK IS FLUSH WITH THE GROUND
 PR0960'AND THE DISC IS STAMPED, MEDARY 1949.
 PR0960'
 PR0960'REFERENCE MARK NO. 1 IS 88.15 FEET OR 26.863 METERS NORTHWEST
 PR0960'OF THE STATION, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 77, 48
 PR0960'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 72 FEET EAST
 PR0960'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 PR0960'DISC IS STAMPED, MEDARY NO 1 1949.
 PR0960'
 PR0960'REFERENCE MARK NO. 2 IS 78.28 FEET OR 23.859 METERS SOUTH-SOUTHEAST
 PR0960'OF THE STATION, 15 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PR0960'OF THE DRIVEWAY INTO THE FARMYARD, 69 FEET WEST OF THE CENTERLINE
 PR0960'OF THE HIGHWAY AND 36 FEET EAST OF A LARGE LOCUST TREE.  THE
 PR0960'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, MEDARY
 PR0960'NO 2 1949.
 PR0960'
 PR0960'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, ON THE
 PR0960'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77, 51 FEET WEST OF THE
 PR0960'CENTERLINE OF THE HIGHWAY AND 1-1/4 FEET NORTHWEST OF A
 PR0960'WHITE WITNESS POST AND A POWERLINE POLE.  THE MARK PROJECTS
 PR0960'ABOUT 6 INCHES AND THE DISC IS STAMPED, MEDARY 1949.
 PR0960'
 PR0960'STATION WAS REACHED FROM THE POST OFFICE IN BROOKINGS BY
 PR0960'GOING SOUTH ON U.S. HIGHWAY 77 FOR 8.4 MILES THE HIGHWAY
 PR0960'BRIDGE OVER THE BIG SIOUX RIVER--THENCE CONTINUE SOUTH FOR
 PR0960'0.9 MILE TO THE STATION SITE ON THE RIGHT AS DESCRIBED ABOVE.
 PR0960'
 PR0960'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 PR0960'HIGHWAY 77 FOR 0.5 MILE TO THE TOP OF A GRADE AND THE MARK
 PR0960'ON THE RIGHT.
 PR0960'
 PR0960'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PR0960
 PR0960                          STATION RECOVERY (1949)
 PR0960
 PR0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PR0960'RECOVERED IN GOOD CONDITION.
 PR0960
 PR0960                          STATION RECOVERY (1992)
 PR0960
 PR0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR0960'STATION WAS SEARCHED FOR BUT NOT FOUND.  AREA HAS COMPLETELY CHANGED
 PR0960'AND IS BEING DEVELOPED FROM FARM TO RESIDENCES.  AREA IN WHICH THE
 PR0960'MARK WAS LOCATED HAS BEEN GRADED, THE FARM HOUSE REMOVED, FENCELINE
 PR0960'REMOVED, AND THE GROVE OF TREES CUT BACK.
 PR0960'DESCRIPTION BY MEW IN 1949 DID NOT INDICATE A SUBSURFACE MARK WAS SET.
 PR0960'REFERENCE MARKS WERE NOT FOUND.  AZIMUTH MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0925 ***********************************************************************
 OR0925  DESIGNATION -  MEDICINE
 OR0925  PID         -  OR0925
 OR0925  STATE/COUNTY-  SD/LYMAN
 OR0925  COUNTRY     -  US
 OR0925  USGS QUAD   -  RELIANCE (2017)
 OR0925
 OR0925                         *CURRENT SURVEY CONTROL
 OR0925  ______________________________________________________________________
 OR0925* NAD 83(1996) POSITION- 43 57 54.93514(N) 099 36 16.28027(W)   ADJUSTED
 OR0925* NAVD 88 ORTHO HEIGHT -   687.9   (meters)     2257.    (feet) VERTCON3
 OR0925  ______________________________________________________________________
 OR0925  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 OR0925  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 OR0925  HORZ ORDER      -  FIRST
 OR0925
 OR0925.The horizontal coordinates were established by classical geodetic methods
 OR0925.and adjusted by the National Geodetic Survey in January 1998.
 OR0925
 OR0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0925
 OR0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0925.GEOID18 height accuracy estimate available here.
 OR0925
 OR0925.Click photographs - Photos may exist for this station.
 OR0925
 OR0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0925
 OR0925. The following values were computed from the NAD 83(1996) position.
 OR0925
 OR0925;                    North         East     Units Scale Factor Converg.
 OR0925;SPC SD S     -   181,551.744   658,484.128   MT  0.99992517   +0 30 10.0
 OR0925;SPC SD S     -   595,641.01  2,160,376.68   sFT  0.99992517   +0 30 10.0
 OR0925;UTM  14      - 4,868,191.940   451,504.657   MT  0.99962892   -0 25 10.9
 OR0925
 OR0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0925!SPC SD S     -   0.99989607  x   0.99992517  =   0.99982125
 OR0925!UTM  14      -   0.99989607  x   0.99962892  =   0.99952503
 OR0925
 OR0925:                Primary Azimuth Mark                     Grid Az
 OR0925:SPC SD S     -  MEDICINE AZ MK                           180 27 30.9
 OR0925:UTM  14      -  MEDICINE AZ MK                           181 22 51.8
 OR0925
 OR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5150468191(NAD 83)
 OR0925
 OR0925|---------------------------------------------------------------------|
 OR0925| PID    Reference Object                     Distance      Geod. Az  |
 OR0925|                                                           dddmmss.s |
 OR0925| CO3229 MEDICINE RM 2                         8.853 METERS 11826     |
 OR0925| OR0927 RELIANCE ST MARY CATH CH CROSS      APPROX. 9.5 KM 1775540.5 |
 OR0925| OR0926 RELIANCE MUNICIPAL TANK             APPROX. 9.6 KM 1794951.5 |
 OR0925| CO3227 MEDICINE AZ MK                                     1805740.9 |
 OR0925| CO3230 MEDICINE RM 3                                      24206     |
 OR0925| CO3228 MEDICINE RM 1                        20.159 METERS 35600     |
 OR0925|---------------------------------------------------------------------|
 OR0925
 OR0925                          SUPERSEDED SURVEY CONTROL
 OR0925
 OR0925  NAD 83(1986)-  43 57 54.93340(N)    099 36 16.28592(W) AD(       ) 1
 OR0925  NAD 27      -  43 57 54.96900(N)    099 36 14.89300(W) AD(       ) 1
 OR0925  NGVD 29 (07/19/86)  687.5    (m)         2256.     (f) VERT ANG       
 OR0925
 OR0925.Superseded values are not recommended for survey control.
 OR0925
 OR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0925.See file dsdata.pdf to determine how the superseded data were derived.
 OR0925
 OR0925_MARKER: P = PIPE CAP
 OR0925_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0925_STAMPING: MEDICINE 1924
 OR0925_MARK LOGO: CGS
 OR0925_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0925+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2010
 OR0925
 OR0925  HISTORY     - Date     Condition        Report By
 OR0925  HISTORY     - 1924     MONUMENTED       CGS
 OR0925  HISTORY     - 1935     GOOD             CGS
 OR0925  HISTORY     - 1948     GOOD             CGS
 OR0925  HISTORY     - 1966     GOOD             CGS
 OR0925  HISTORY     - 20100110 GOOD             INDIV
 OR0925
 OR0925                          STATION DESCRIPTION
 OR0925
 OR0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0925'STATION IS ABOUT 6 MILES DUE N OF RELIANCE ON THE MOST EASTERN
 OR0925'AND HIGHEST OF THE MEDICINE BUTTES, IN THE SW 1/4 OF SEC. 21,
 OR0925'T 106 N, R 73 W, ABOUT 300 METERS (984 FEET) N OF THE S LINE
 OR0925'AND 150 METERS (492 FEET) E OF THE W LINE OF THE SECTION.
 OR0925'
 OR0925'THE SURFACE MARK IS A STANDARD BRONZE TABLET ON A CAP SCREWED
 OR0925'ON TOP OF A 4-INCH PIPE SET 4-1/2 FEET IN THE GROUND.  THE
 OR0925'PIPE PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 OR0925'
 OR0925'THERE ARE TWO REFERENCE MARKS, NO. 1 IS MARKED, AS DESCRIBED
 OR0925'IS ABOUT 20 METERS (66 FEET) N OF THE STATION
 OR0925'AND IS SET IN CEMENT IN A DRILL HOLE IN A BOULDER, NO. 2 IS
 OR0925'MARKED, BY A STANDARD BRONZE DISK
 OR0925'SET IN CEMENT IN A DRILL HOLE IN A BOULDER ABOUT 9 METERS
 OR0925'SE OF THE STATION.
 OR0925'
 OR0925'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.29 METERS.
 OR0925
 OR0925                          STATION RECOVERY (1935)
 OR0925
 OR0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0925'STATION MARK WAS FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED.
 OR0925'REFERENCE MARK NO. 1 IS IN GOOD CONDITION ALTHOUGH DISK IS
 OR0925'SLIGHTLY BATTERED.  REFERENCE MARK NO. 2 HAS BEEN MUTILATED.
 OR0925'TOP OF DISK HAS BEEN BROKEN OFF, LEAVING THE SHANK EMBEDDED
 OR0925'IN ROCK.  ALL MEASUREMENTS WERE CHECKED.
 OR0925
 OR0925                          STATION RECOVERY (1948)
 OR0925
 OR0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0925'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OR0925'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN BATTERED BUT IS IN
 OR0925'FAIR CONDITION.  THE DISK IS GONE FROM REFERENCE MARK NO. 2
 OR0925'BUT THE SHANK IS STILL IN DRILL HOLE IN ROCK.  THE DISTANCE
 OR0925'AND DIRECTION TO THE REFERENCE MARKS DID NOT CHECK AND THE TWO
 OR0925'1948 OBSERVATIONS MEANED.  A REFERENCE MARK NO. 3 AND AN
 OR0925'AZIMUTH MARK WERE SET.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 OR0925'
 OR0925'STATION IS LOCATED ABOUT 6 MILES DUE NORTH OF RELIANCE ON THE
 OR0925'MOST EASTERN AND HIGHEST OF THE MEDICINE BUTTES.  STATION MARK
 OR0925'IS A STANDARD BRONZE TABLET ON A CAP SCREWED ON TOP OF A 4
 OR0925'INCH PIPE SET 4-1/2 FEET IN THE GROUND AND IS STAMPED MEDICINE
 OR0925'1924.
 OR0925'
 OR0925'REFERENCE MARK NO. 1 IS 69.43 FEET (SLOPE MEASUREMENT) NORTH
 OR0925'OF STATION.  THE DISK IS SET IN A DRILL HOLE IN A BOULDER
 OR0925'AND IS STAMPED MEDICINE 1924.
 OR0925'
 OR0925'REFERENCE MARK NO. 2 IS 29.59 FEET (SLOPE MEASUREMENT) SOUTHEAST
 OR0925'OF STATION.  THE SHANK IS SET IN CEMENT IN A DRILL HOLE IN
 OR0925'A BOULDER.
 OR0925'
 OR0925'REFERENCE MARK NO. 3 IS 34.84 FEET (SLOPE MEASUREMENT) WEST
 OR0925'SOUTHWEST OF STATION.  THE MARK PROJECTS ABOUT 4 INCHES AND
 OR0925'THE DISK IS STAMPED MEDICINE 1948.
 OR0925'
 OR0925'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH OF STATION, 48
 OR0925'PACES EAST SOUTHEAST OF SOUTHEAST CORNER OF SCHOOLHOUSE, 42
 OR0925'FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 2
 OR0925'FEET NORTH OF WITNESS POST AND 1 FOOT NORTHEAST OF FENCECORNER.
 OR0925'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 OR0925'MEDICINE 1948.
 OR0925'
 OR0925'TO REACH FROM THE POST OFFICE IN RELIANCE GO WEST ON GRAVEL
 OR0925'STREET FOR 0.1 MILE.  TURN RIGHT AND GO NORTH ON MAIN GRAVEL
 OR0925'ROAD FOR 4.7 MILES TO T INTERSECTION AND SCHOOLHOUSE.  TURN
 OR0925'RIGHT AND GO EAST 0.05 TO AZIMUTH MARK ON LEFT OR NORTH SIDE
 OR0925'OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 0.95 TO CROSSROADS.
 OR0925'TURN LEFT AND GO NORTH FOR 1.2 MILES TO A WIRE GATE ON LEFT
 OR0925'AND SMALL WHITE HOUSE ON RIGHT.  PASS THROUGH GATE AND FOLLOW
 OR0925'TRACK ROAD NORTHWEST AND WEST FOR 1.1 MILE TO FOOT OF BUTTE.
 OR0925'FROM HERE PACK WEST UP BLUFF TO STATION AS DESCRIBED.  BY
 OR0925'DRIVING AROUND SOUTH EDGE OF BUTTE IT IS POSSIBLE TO DRIVE
 OR0925'TO STATION UP THE WEST SIDE.
 OR0925'
 OR0925'A 4 FOOT SIGNAL AT STATION BADGER (USGS) IS VISIBLE FROM THE
 OR0925'GROUND.
 OR0925'
 OR0925'A 4 FOOT SIGNAL AT STATION TWIN BUTTE IS VISIBLE FROM THE
 OR0925'GROUND.
 OR0925'
 OR0925'A 74 FOOT SIGNAL AT GOOSE 1924 IS VISIBLE FROM THE GROUND.
 OR0925'
 OR0925'A 47 FOOT SIGNAL AT STATION THOMPSON IS VISIBLE FROM THE GROUND.
 OR0925'
 OR0925'A 47 FOOT SIGNAL AT STATION BRULE IS VISIBLE FROM THE GROUND.
 OR0925'
 OR0925'HEIGHT OF SIGNAL ABOVE STATION MARK-1.29 METERS
 OR0925'
 OR0925'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER
 OR0925
 OR0925                          STATION RECOVERY (1966)
 OR0925
 OR0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OR0925'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 OR0925'NUMBER 2, REFERENCE MARK NUMBER 3 AND THE AZIMUTH MARK WERE
 OR0925'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO
 OR0925'REACH THE STATION FOLLOWS.
 OR0925'
 OR0925'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 16
 OR0925'AND STATE HIGHWAY 34W AT RELIANCE, GO NORTH ON STATE HIGHWAY
 OR0925'34W FOR 4.9 MILES TO A CROSSROAD AND A SCHOOL HOUSE ON THE
 OR0925'RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH ON
 OR0925'STATE HIGHWAY 34W FOR 1.25 MILES TO A SIDE ROAD LEFT.  TURN
 OR0925'LEFT AND GO NORTHERLY ON MAIN ROAD FOR 0.9 MILE TO THE RADIO
 OR0925'MAST.  PACK WESTERLY UP A STEEP HILL AND THE STATION.  A FOUR
 OR0925'WHEEL DRIVE TRUCK CAN BE USED BY GOING AROUND THE SOUTH SIDE
 OR0925'OF BUTTE.  THE AZIMUTH MARK IS ON THE SOUTHEAST EDGE OF THE
 OR0925'SCHOOL YARD, 5 FEET EAST OF A UNDER GROUND CABLE SIGN, 1
 OR0925'FOOT EAST OF A SOUTH-NORTH FENCE LINE AND 2 FEET NORTH OF A
 OR0925'WHITE WITNESS POST.
 OR0925'
 OR0925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 OR0925'NORTH OF RELIANCE, ABOUT 20 YARDS SOUTHWEST OF A 200 FOOT
 OR0925'STEEL RADIO MAST AND ON THE MOST EASTERN AND HIGHEST POINT OF
 OR0925'THE MEDICINE BUTTES.
 OR0925
 OR0925                          STATION RECOVERY (2010)
 OR0925
 OR0925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JHC)
 OR0925'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1000 ***********************************************************************
 PT1000  DESIGNATION -  MEDICINE
 PT1000  PID         -  PT1000
 PT1000  STATE/COUNTY-  SD/HUGHES
 PT1000  COUNTRY     -  US
 PT1000  USGS QUAD   -  CANNING (2017)
 PT1000
 PT1000                         *CURRENT SURVEY CONTROL
 PT1000  ______________________________________________________________________
 PT1000* NAD 83(1996) POSITION- 44 28 26.19453(N) 100 02 03.31912(W)   ADJUSTED
 PT1000* NAVD 88 ORTHO HEIGHT -   622.6   (meters)     2043.    (feet) VERTCON3
 PT1000  ______________________________________________________________________
 PT1000  GEOID HEIGHT    -        -23.543 (meters)                     GEOID18
 PT1000  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 PT1000  HORZ ORDER      -  FIRST
 PT1000
 PT1000.The horizontal coordinates were established by classical geodetic methods
 PT1000.and adjusted by the National Geodetic Survey in January 1998.
 PT1000
 PT1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1000
 PT1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1000.GEOID18 height accuracy estimate available here.
 PT1000
 PT1000.Click photographs - Photos may exist for this station.
 PT1000
 PT1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1000
 PT1000. The following values were computed from the NAD 83(1996) position.
 PT1000
 PT1000;                    North         East     Units Scale Factor Converg.
 PT1000;SPC SD S     -   237,859.130   623,796.524   MT  1.00001850   +0 12 22.8
 PT1000;SPC SD S     -   780,376.16  2,046,572.43   sFT  1.00001850   +0 12 22.8
 PT1000;UTM  14      - 4,925,034.989   417,742.329   MT  0.99968321   -0 43 28.6
 PT1000
 PT1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1000!SPC SD S     -   0.99990608  x   1.00001850  =   0.99992458
 PT1000!UTM  14      -   0.99990608  x   0.99968321  =   0.99958932
 PT1000
 PT1000:                Primary Azimuth Mark                     Grid Az
 PT1000:SPC SD S     -  MEDICINE AZ MK                           297 09 40.2
 PT1000:UTM  14      -  MEDICINE AZ MK                           298 05 31.6
 PT1000
 PT1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1774225034(NAD 83)
 PT1000
 PT1000|---------------------------------------------------------------------|
 PT1000| PID    Reference Object                     Distance      Geod. Az  |
 PT1000|                                                           dddmmss.s |
 PT1000| PS0743 BLUNT CENTRAL ELEC COOP MAST        APPROX. 6.8 KM 0321537.4 |
 PT1000| AB6203 MEDICINE RM 1                        33.382 METERS 06326     |
 PT1000| PS0733 HARROLD MUNICIPAL TANK              APPROX.24.1 KM 0771236.8 |
 PT1000| AB6204 MEDICINE RM 2                        32.497 METERS 15944     |
 PT1000| AB6202 MEDICINE AZ MK                                     2972203.0 |
 PT1000| PT0978 ONIDA MUNICIPAL TANK                APPROX.26.2 KM 3541800.3 |
 PT1000| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX.26.2 KM 3542727.4 |
 PT1000|---------------------------------------------------------------------|
 PT1000
 PT1000                          SUPERSEDED SURVEY CONTROL
 PT1000
 PT1000  NAD 83(1986)-  44 28 26.19024(N)    100 02 03.32402(W) AD(       ) 1
 PT1000  NAD 27      -  44 28 26.25500(N)    100 02 01.88000(W) AD(       ) 1
 PT1000  NGVD 29 (07/19/86)  622.2    (m)         2041.     (f) VERT ANG       
 PT1000
 PT1000.Superseded values are not recommended for survey control.
 PT1000
 PT1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1000.See file dsdata.pdf to determine how the superseded data were derived.
 PT1000
 PT1000_MARKER: DS = TRIANGULATION STATION DISK
 PT1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1000_STAMPING: MEDICINE 1934
 PT1000_MARK LOGO: CGS
 PT1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1000+STABILITY: SURFACE MOTION
 PT1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1000+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 PT1000
 PT1000  HISTORY     - Date     Condition        Report By
 PT1000  HISTORY     - 1934     MONUMENTED       CGS
 PT1000  HISTORY     - 1951     GOOD             CGS
 PT1000  HISTORY     - 1963     GOOD             USFS
 PT1000  HISTORY     - 19941130 GOOD             NGS
 PT1000
 PT1000                          STATION DESCRIPTION
 PT1000
 PT1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1000'STATION IS ON THE HIGHEST POINT OF THE NORTHEASTERN PART OF A
 PT1000'LARGE PROMINENT KNOLL KNOWN AS MEDICINE KNOLL, AND LOCALLY
 PT1000'FAMOUS AS THE PLACE WHERE GENERAL FREMONT AND SCIENTIST NICOLLET,
 PT1000'PASSED JULY 4, 1839.  IT IS IN SEC. 25 (APPROX.), T 112 N, R 77 W
 PT1000'AND IS 15 MILES (AIR LINE) S OF ONIDA, 2-1/2 MILES S OF U.S.
 PT1000'HIGHWAY 14, AND 1-1/2 MILES E OF THE JUNCTION OF THIS HIGHWAY
 PT1000'WITH U.S. HIGHWAY 83.  THE MARK IS ABOUT 100 YARDS SSW OF THE
 PT1000'SIOUX INDIANS BOULDER - MOSAIC - RATTLESNAKE, TRAIL MEMORIAL.
 PT1000'
 PT1000'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT1000'BRONZE DISKS SET IN CONCRETE.
 PT1000'
 PT1000'REFERENCE MARK NO. 1 IS ENE OF THE STATION.
 PT1000'
 PT1000'REFERENCE MARK NO. 2 IS SSE OF THE STATION.
 PT1000'
 PT1000'THE AZIMUTH MARK IS WNW OF THE STATION.  IT IS LOCATED 36 FEET
 PT1000'E OF THE CENTER LINE OF A N AND S ROAD, 1.0 FOOT W OF A N AND S
 PT1000'FENCE LINE, AND FOUR PACES N OF A TELEPHONE POST.
 PT1000'
 PT1000'THE STATION MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 PT1000'14 AND 83, 13.3 MILES S OF ONIDA, ON U.S. HIGHWAY 83, BY GOING
 PT1000'E ON U.S. HIGHWAY 14, 1.0 MILE.  TURN RIGHT, OR DUE S, AND GO
 PT1000'2.3 MILES.  AT TOP OF A SHORT GRADE, TURN LEFT, EASTERLY, THROUGH
 PT1000'A WIRE GATE AND GO 0.7 MILE ON THE ONLY TRAIL, WHICH DIVIDES
 PT1000'SEVERAL TIMES INTO APPARENTLY DIFFERENT TRAILS ONLY TO REUNITE.
 PT1000'
 PT1000'A 10-FOOT STAND WILL CLEAR ALL LINES.
 PT1000
 PT1000                          STATION RECOVERY (1951)
 PT1000
 PT1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PT1000'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 PT1000'BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO
 PT1000'REFERENCE MARK NO. 1.  TWO SEPERATE OBSERVATIONS WERE MADE
 PT1000'WITH DIFFERENT INSTRUMENTS AND THE RESULTS MEANED.  ORIGINAL
 PT1000'DESCRIPTION IS ADEQUATE.
 PT1000'
 PT1000'1951 OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
 PT1000
 PT1000                          STATION RECOVERY (1963)
 PT1000
 PT1000'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1000'ALL MARKS FOUND AS DESCRIBED IN GOOD CONDITION.
 PT1000
 PT1000                          STATION RECOVERY (1994)
 PT1000
 PT1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT1000'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PT1000'BLUNT, THENCE 4.9 KM (3.05 MI) WESTERLY ALONG U.S. HIGHWAY 14, THENCE
 PT1000'44.6 KM (27.70 MI) SOUTHERLY ALONG A GRAVELED ROAD, THENCE 1.2 KM
 PT1000'(0.75 MI) NORTHEASTERLY ALONG A TRACK ROAD TO THE HIGHEST POINT OF A
 PT1000'KNOLL, 93.4 M (306.4 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE
 PT1000'SIOUX INDIANS MOSAIC-RATTLESNAKE TRAIL MEMORIAL, 33.3 M (109.3 FT)
 PT1000'EAST-NORTHEAST OF REFERENCE MARK 1, 32.5 M (106.6 FT) SOUTH-SOUTHEAST
 PT1000'OF REFERENCE MARK 2, 10.3 M (33.8 FT) EAST OF THE ROAD CENTER, 0.3 M
 PT1000'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M
 PT1000'(0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0669 ***********************************************************************
 PS0669  DESIGNATION -  MEDICO
 PS0669  PID         -  PS0669
 PS0669  STATE/COUNTY-  SD/HAND
 PS0669  COUNTRY     -  US
 PS0669  USGS QUAD   -  REE HEIGHTS SE (2017)
 PS0669
 PS0669                         *CURRENT SURVEY CONTROL
 PS0669  ______________________________________________________________________
 PS0669* NAD 83(1996) POSITION- 44 31 47.94939(N) 099 03 16.16372(W)   ADJUSTED
 PS0669* NAVD 88 ORTHO HEIGHT -   486.    (meters)     1594.    (feet) SCALED
 PS0669  ______________________________________________________________________
 PS0669  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 PS0669  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 PS0669  HORZ ORDER      -  THIRD
 PS0669
 PS0669.The horizontal coordinates were established by classical geodetic methods
 PS0669.and adjusted by the National Geodetic Survey in January 1998.
 PS0669
 PS0669.The orthometric height was scaled from a topographic map.
 PS0669
 PS0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0669.GEOID18 height accuracy estimate available here.
 PS0669
 PS0669.Click photographs - Photos may exist for this station.
 PS0669
 PS0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0669
 PS0669. The following values were computed from the NAD 83(1996) position.
 PS0669
 PS0669;                    North         East     Units Scale Factor Converg.
 PS0669;SPC SD N     -    77,852.578   675,154.256   MT  0.99998022   +0 40 09.0
 PS0669;SPC SD N     -   255,421.33  2,215,068.59   sFT  0.99998022   +0 40 09.0
 PS0669;UTM  14      - 4,930,741.397   495,670.395   MT  0.99960023   -0 02 17.6
 PS0669
 PS0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0669!SPC SD N     -   0.99992757  x   0.99998022  =   0.99990779
 PS0669!UTM  14      -   0.99992757  x   0.99960023  =   0.99952783
 PS0669
 PS0669:                Primary Azimuth Mark                     Grid Az
 PS0669:SPC SD N     -  MEDICO AZ MK                             269 44 47.5
 PS0669:UTM  14      -  MEDICO AZ MK                             270 27 14.1
 PS0669
 PS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9567030741(NAD 83)
 PS0669
 PS0669|---------------------------------------------------------------------|
 PS0669| PID    Reference Object                     Distance      Geod. Az  |
 PS0669|                                                           dddmmss.s |
 PS0669| AB7521 MEDICO RM 1                          16.855 METERS 08444     |
 PS0669| AB6171 MEDICO RM 2                          18.450 METERS 18335     |
 PS0669| AB7522 MEDICO AZ MK                                       2702456.5 |
 PS0669|---------------------------------------------------------------------|
 PS0669
 PS0669                          SUPERSEDED SURVEY CONTROL
 PS0669
 PS0669  NAD 83(1986)-  44 31 47.94706(N)    099 03 16.16930(W) AD(       ) 3
 PS0669  NAD 27      -  44 31 48.01200(N)    099 03 14.78800(W) AD(       ) 3
 PS0669
 PS0669.Superseded values are not recommended for survey control.
 PS0669
 PS0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0669.See file dsdata.pdf to determine how the superseded data were derived.
 PS0669
 PS0669_MARKER: DS = TRIANGULATION STATION DISK
 PS0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0669_STAMPING: MEDICO 1951
 PS0669_MARK LOGO: CGS
 PS0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0669+STABILITY: SURFACE MOTION
 PS0669
 PS0669  HISTORY     - Date     Condition        Report By
 PS0669  HISTORY     - 1951     MONUMENTED       CGS
 PS0669  HISTORY     - 19941102 MARK NOT FOUND   NGS
 PS0669
 PS0669                          STATION DESCRIPTION
 PS0669
 PS0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0669'THE STATION IS LOCATED ABOUT 3 MILES WEST OF MILLER, ALONG
 PS0669'THE SOUTH SIDE OF U.S. HIGHWAY 14.  IT IS 58 FEET SOUTH OF
 PS0669'THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHEAST OF A FENCE
 PS0669'CORNER, 6 FEET SOUTH OF A FENCELINE AND 5.5 FEET SOUTH SOUTHEAST
 PS0669'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 PS0669'AND THE DISK IS STAMPED MEDICO 1951.
 PS0669'
 PS0669'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE CENTERLINE OF
 PS0669'THE HIGHWAY AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 PS0669'ABOUT 4 INCHES AND THE DISK IS STAMPED MEDICO NO 1 1951.
 PS0669'
 PS0669'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF A FENCE CORNER AND
 PS0669'1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 PS0669'THE DISK IS STAMPED MEDICO 1951.
 PS0669'
 PS0669'AZIMUTH MARK IS 53 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 PS0669'14, 3.5 FEET SOUTH SOUTHWEST OF A WHITE WITNESS POST AND 3
 PS0669'FEET SOUTH OF A RIGHT-OF-WAY FENCE.  THE MARK IS SET FLUSH
 PS0669'WITH THE GROUND AND THE DISK IS STAMPED MEDICO 1951.
 PS0669'
 PS0669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PS0669'AND STATE ROUTE 45 ABOUT 0.7 MILE NORTH OF MILLER, GO WEST
 PS0669'ON U.S. HIGHWAY 14 FOR 3.3 MILES TO STATION ON SOUTH SIDE OF
 PS0669'ROAD AS DESCRIBED.
 PS0669'
 PS0669'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 PS0669'HIGHWAY 14 FOR 0.45 MILE TO MARK ON SOUTH SIDE OF ROAD
 PS0669'AS DESCRIBED.
 PS0669'
 PS0669'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0669
 PS0669                          STATION RECOVERY (1994)
 PS0669
 PS0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0669'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PS0669'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6171 ***********************************************************************
 AB6171  DESIGNATION -  MEDICO RM 2
 AB6171  PID         -  AB6171
 AB6171  STATE/COUNTY-  SD/HAND
 AB6171  COUNTRY     -  US
 AB6171  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB6171
 AB6171                         *CURRENT SURVEY CONTROL
 AB6171  ______________________________________________________________________
 AB6171* NAD 83(1986) POSITION- 44 31 47.35   (N) 099 03 16.22   (W)   HD_HELD1
 AB6171* NAVD 88 ORTHO HEIGHT -   486.643 (meters)     1596.59  (feet) ADJUSTED
 AB6171  ______________________________________________________________________
 AB6171  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 AB6171  DYNAMIC HEIGHT  -        486.552 (meters)     1596.30  (feet) COMP
 AB6171  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 AB6171
 AB6171  VERT ORDER      -  FIRST     CLASS II
 AB6171
 AB6171.The horizontal coordinates were determined by differentially corrected
 AB6171.hand held GPS observations or other comparable positioning techniques
 AB6171.and have an estimated accuracy of +/- 3 meters.
 AB6171
 AB6171.The orthometric height was determined by differential leveling and
 AB6171.adjusted by the NATIONAL GEODETIC SURVEY
 AB6171.in October 1997.
 AB6171
 AB6171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6171.GEOID18 height accuracy estimate available here.
 AB6171
 AB6171.Click photographs - Photos may exist for this station.
 AB6171
 AB6171.The dynamic height is computed by dividing the NAVD 88
 AB6171.geopotential number by the normal gravity value computed on the
 AB6171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6171.degrees latitude (g = 980.6199 gals.).
 AB6171
 AB6171.The modeled gravity was interpolated from observed gravity values.
 AB6171
 AB6171;                    North         East    Units  Estimated Accuracy
 AB6171;SPC SD N     -    77,834.1     675,153.2     MT  (+/- 3 meters HH1 GPS) 
 AB6171
 AB6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9566930722(NAD 83)
 AB6171
 AB6171                          SUPERSEDED SURVEY CONTROL
 AB6171
 AB6171.No superseded survey control is available for this station.
 AB6171
 AB6171_MARKER: DR = REFERENCE MARK DISK
 AB6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6171_STAMPING: MEDICO NO 2 1951
 AB6171_MARK LOGO: CGS
 AB6171_PROJECTION: PROJECTING 10 CENTIMETERS
 AB6171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6171+STABILITY: SURFACE MOTION
 AB6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6171+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB6171
 AB6171  HISTORY     - Date     Condition        Report By
 AB6171  HISTORY     - 1951     MONUMENTED       CGS
 AB6171  HISTORY     - 19941102 GOOD             NGS
 AB6171
 AB6171                          STATION DESCRIPTION
 AB6171
 AB6171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6171'6.4 KM (3.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB6171'IN MILLER, 260.0 M (853.0 FT) EAST OF MILEPOST 297, 35.9 M (117.8 FT)
 AB6171'SOUTH OF THE HIGHWAY CENTERLINE, 21.4 M (70.2 FT) SOUTHEAST OF
 AB6171'REFERENCE MARK 3, 13.0 M (42.7 FT) SOUTH OF THE NORTH END OF A FENCE,
 AB6171'0.3 M (1.0 FT) EAST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS
 AB6171'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AB6171'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8961 ***********************************************************************
 AB8961  DESIGNATION -  MEDICO RM 3
 AB8961  PID         -  AB8961
 AB8961  STATE/COUNTY-  SD/HAND
 AB8961  COUNTRY     -  US
 AB8961  USGS QUAD   -  REE HEIGHTS SE (2017)
 AB8961
 AB8961                         *CURRENT SURVEY CONTROL
 AB8961  ______________________________________________________________________
 AB8961* NAD 83(1986) POSITION- 44 31 47.     (N) 099 03 18.     (W)   SCALED
 AB8961* NAVD 88 ORTHO HEIGHT -   486.144 (meters)     1594.96  (feet) ADJUSTED
 AB8961  ______________________________________________________________________
 AB8961  GEOID HEIGHT    -        -24.343 (meters)                     GEOID18
 AB8961  DYNAMIC HEIGHT  -        486.052 (meters)     1594.66  (feet) COMP
 AB8961  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 AB8961
 AB8961  VERT ORDER      -  FIRST     CLASS II
 AB8961
 AB8961.The horizontal coordinates were scaled from a map and have
 AB8961.an estimated accuracy of +/- 6 seconds.
 AB8961
 AB8961.The orthometric height was determined by differential leveling and
 AB8961.adjusted by the NATIONAL GEODETIC SURVEY
 AB8961.in October 1997.
 AB8961
 AB8961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8961.GEOID18 height accuracy estimate available here.
 AB8961
 AB8961.Click photographs - Photos may exist for this station.
 AB8961
 AB8961.The dynamic height is computed by dividing the NAVD 88
 AB8961.geopotential number by the normal gravity value computed on the
 AB8961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8961.degrees latitude (g = 980.6199 gals.).
 AB8961
 AB8961.The modeled gravity was interpolated from observed gravity values.
 AB8961
 AB8961;                    North         East    Units  Estimated Accuracy
 AB8961;SPC SD N     -    77,820.      675,110.      MT  (+/- 180 meters Scaled)
 AB8961
 AB8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ956307(NAD 83)
 AB8961
 AB8961                          SUPERSEDED SURVEY CONTROL
 AB8961
 AB8961.No superseded survey control is available for this station.
 AB8961
 AB8961_MARKER: DR = REFERENCE MARK DISK
 AB8961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8961_STAMPING: MEDICO NO 3 1987
 AB8961_MARK LOGO: NGS
 AB8961_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8961+STABILITY: SURFACE MOTION
 AB8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8961+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8961
 AB8961  HISTORY     - Date     Condition        Report By
 AB8961  HISTORY     - 1987     MONUMENTED       NGS
 AB8961  HISTORY     - 19941102 GOOD             NGS
 AB8961
 AB8961                          STATION DESCRIPTION
 AB8961
 AB8961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8961'6.4 KM (3.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8961'IN MILLER, 243.0 M (797.2 FT) EAST OF MILEPOST 297, 22.6 M (74.1 FT)
 AB8961'SOUTH OF THE HIGHWAY CENTERLINE, 21.4 M (70.2 FT) NORTHWEST OF
 AB8961'REFERENCE MARK 2, 16.5 M (54.1 FT) WEST OF A FENCE CORNER, 1.1 M (3.6
 AB8961'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A FENCE,
 AB8961'0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AB8961'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0719 ***********************************************************************
 OS0719  DESIGNATION -  MELLETTE
 OS0719  PID         -  OS0719
 OS0719  STATE/COUNTY-  SD/MELLETTE
 OS0719  COUNTRY     -  US
 OS0719  USGS QUAD   -  WHITE RIVER SE (2017)
 OS0719
 OS0719                         *CURRENT SURVEY CONTROL
 OS0719  ______________________________________________________________________
 OS0719* NAD 83(1996) POSITION- 43 31 18.68452(N) 100 37 11.81708(W)   ADJUSTED
 OS0719* NAVD 88 ORTHO HEIGHT -   803.8   (meters)     2637.    (feet) VERTCON3
 OS0719  ______________________________________________________________________
 OS0719  GEOID HEIGHT    -        -24.111 (meters)                     GEOID18
 OS0719  LAPLACE CORR    -         -5.45  (seconds)                    DEFLEC18
 OS0719  HORZ ORDER      -  FIRST
 OS0719
 OS0719.The horizontal coordinates were established by classical geodetic methods
 OS0719.and adjusted by the National Geodetic Survey in January 1998.
 OS0719
 OS0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0719
 OS0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0719.GEOID18 height accuracy estimate available here.
 OS0719
 OS0719.Click photographs - Photos may exist for this station.
 OS0719
 OS0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0719
 OS0719. The following values were computed from the NAD 83(1996) position.
 OS0719
 OS0719;                    North         East     Units Scale Factor Converg.
 OS0719;SPC SD S     -   132,074.193   576,829.996   MT  0.99990828   -0 11 51.8
 OS0719;SPC SD S     -   433,313.41  1,892,483.08   sFT  0.99990828   -0 11 51.8
 OS0719;UTM  14      - 4,820,043.415   369,082.618   MT  0.99981082   -1 06 56.5
 OS0719
 OS0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0719!SPC SD S     -   0.99987774  x   0.99990828  =   0.99978603
 OS0719!UTM  14      -   0.99987774  x   0.99981082  =   0.99968858
 OS0719
 OS0719:                Primary Azimuth Mark                     Grid Az
 OS0719:SPC SD S     -  WOOD C AND NW RR TANK                    103 48 32.9
 OS0719:UTM  14      -  WOOD C AND NW RR TANK                    104 43 37.6
 OS0719
 OS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6908220043(NAD 83)
 OS0719
 OS0719|---------------------------------------------------------------------|
 OS0719| PID    Reference Object                     Distance      Geod. Az  |
 OS0719|                                                           dddmmss.s |
 OS0719| OS0698 WOOD C AND NW RR TANK               APPROX.11.2 KM 1033641.1 |
 OS0719| CO3234 MELLETTE RM 1                        20.385 METERS 12418     |
 OS0719| CO3235 MELLETTE RM 2 AZIMUTH                              26125     |
 OS0719| OS0727 OKATON CHURCH BELFRY                APPROX.46.0 KM 3314343.3 |
 OS0719| OS0712 MURDO MUNICIPAL TANK                APPROX.41.5 KM 3492940.0 |
 OS0719| CO3236 MELLETTE RM 3                        21.668 METERS 35007     |
 OS0719| OS0718 T41N R28W SECS 14 23 1/4 COR         32.659 METERS 35303     |
 OS0719|---------------------------------------------------------------------|
 OS0719
 OS0719                          SUPERSEDED SURVEY CONTROL
 OS0719
 OS0719  NAD 83(1995)-  43 31 18.68089(N)    100 37 11.82141(W) AD(       ) 1
 OS0719  NAD 83(1986)-  43 31 18.68024(N)    100 37 11.82729(W) AD(       ) 1
 OS0719  NAD 27      -  43 31 18.68700(N)    100 37 10.33000(W) AD(       ) 1
 OS0719  NGVD 29 (07/19/86)  803.4    (m)         2636.     (f) VERT ANG       
 OS0719
 OS0719.Superseded values are not recommended for survey control.
 OS0719
 OS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0719.See file dsdata.pdf to determine how the superseded data were derived.
 OS0719
 OS0719_MARKER: DS = TRIANGULATION STATION DISK
 OS0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0719_STAMPING: MELLETTE 1933
 OS0719_MARK LOGO: CGS
 OS0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0719+STABILITY: SURFACE MOTION
 OS0719
 OS0719  HISTORY     - Date     Condition        Report By
 OS0719  HISTORY     - 1933     MONUMENTED       CGS
 OS0719  HISTORY     - 1936     GOOD             CGS
 OS0719
 OS0719                          STATION DESCRIPTION
 OS0719
 OS0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0719'ABOUT 7 MILES SOUTHEAST OF WHITE RIVER AND 1 MILE NORTH OF
 OS0719'STATE HIGHWAY 40 ON LAND OWNED BY STATE OF SOUTH DAKOTA.
 OS0719'STATION IS SOUTH BY EAST OF QUARTER SEC. CORNER 14 AND 23,
 OS0719'T. 41 N., R. 28 W., ON SUMMIT OF HIGHEST RIDGE IN VICINITY.
 OS0719'
 OS0719'REACHED FROM WHITE RIVER BY FOLLOWING STATE HIGHWAY 59 SOUTHEAST
 OS0719'2.5 MILES TO JUNCTION WITH STATE HIGHWAY 40.  FOLLOW STATE
 OS0719'HIGHWAY 40 IN A SOUTHEASTERLY DIRECTION 6.7 MILES TO A POINT
 OS0719'JUST EAST TO CORNER WHERE GRADED ROAD LEADS SOUTH.  FROM HERE
 OS0719'FOLLOW TRAIL CROSS FIELD TO HIGHEST POINT OF RIDGE AND STATION.
 OS0719'TRUCK TO STATION.
 OS0719'
 OS0719'REFERENCE MARK NO. 3 IS NORTH BY WEST OF STATION AND 11.11
 OS0719'METERS SOUTH OF QUARTER-SECTION CORNER 14 AND 23 T. 41 N.,
 OS0719'R. 28 W., 6 P.M.
 OS0719'
 OS0719'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION AND 38.56 METERS
 OS0719'SOUTH BY EAST OF QUARTER-SECTION CORNER.  AND REFERENCE
 OS0719'MARK NO. 2 (AZIMUTH) IS WEST OF STATION IN THE EAST
 OS0719'NORTH-AND-SOUTH RIGHT-OF-WAY FENCE AND 32 FEET EAST OF THE
 OS0719'CENTERLINE OF NORTH-AND-SOUTH ROAD.
 OS0719'
 OS0719'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0719'BRONZE DISKS SET AS DESCRIBED.
 OS0719'
 OS0719'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.03 METERS.
 OS0719
 OS0719                          STATION RECOVERY (1936)
 OS0719
 OS0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0719'FOR STATION MARKS AND FOR THE TWO
 OS0719'REFERENCE MARKS.  THE DIRECTION AND DISTANCE TO THE REFERENCE
 OS0719'MARKS NO. 1 AND 3 WAS CHECKED BUT NOT THAT TO THE AZIMUTH MARK.
 OS0719'THE DIRECTION TO THE MARKS WAS FOUND TO CHECK, BUT THE DISTANCE
 OS0719'TO REFERENCE MARK NO. 1 WAS FOUND TO BE BADLY OFF.  THE NEW
 OS0719'VALUE IS GIVEN BELOW.  THE MARKS WERE ALL IN GOOD SHAPE.
 OS0719'
 OS0719'TO REACH THE STATION FROM WHITE RIVER GO SOUTH FROM THE
 OS0719'TOWN ON U.S. HIGHWAY 183 AND STATE HIGHWAY 40 FOR 2.6 MILES
 OS0719'TO THE POINT WHERE THE ROADS SPLIT AND STATE HIGHWAY 40 BEARS TO
 OS0719'THE LEFT, OR EAST.  FOLLOW STATE HIGHWAY 40 EAST FOR 6.5 MILES
 OS0719'TO CROSSROADS.  TURN TO THE LEFT AND GO THROUGH A GAP AT THE
 OS0719'CORNER OF FENCE AND CUT DIAGONALLY ACROSS AN OPEN FIELD FOR
 OS0719'ABOUT ONE MILE TO THE HIGHEST GROUND IN THE VICINITY AND TO THE
 OS0719'STATION.
 OS0719'
 OS0719'THE STATION IS LOCATED ON LAND OWNED BY THE STATE OF SOUTH
 OS0719'DAKOTA ABOUT ONE MILE NORTH OF STATE HIGHWAY 40.  SOUTHEAST
 OS0719'OF THE MARKER OF QUARTER SEC. 14 AND 23, T. 41 N., R. 38 W.
 OS0719'
 OS0719'STATION IS LOCATED ON THE HIGHEST GROUND IN THE VICINITY.
 OS0719'
 OS0719'REFERENCE MARK NO. 1 IS 66.88 FEET EAST-SOUTHEAST OF STATION.
 OS0719'
 OS0719'REFERENCE MARK NO. 3 IS 71.09 FEET NORTH-NORTHWEST OF STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0568 ***********************************************************************
 QR0568  DESIGNATION -  MELLETTE CATHOLIC CHURCH SPIRE
 QR0568  PID         -  QR0568
 QR0568  STATE/COUNTY-  SD/SPINK
 QR0568  COUNTRY     -  US
 QR0568  USGS QUAD   -  MELLETTE (2017)
 QR0568
 QR0568                         *CURRENT SURVEY CONTROL
 QR0568  ______________________________________________________________________
 QR0568* NAD 83(1996) POSITION- 45 09 03.23886(N) 098 29 50.45838(W)   ADJUSTED
 QR0568  ______________________________________________________________________
 QR0568  GEOID HEIGHT    -        -24.369 (meters)                     GEOID18
 QR0568  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 QR0568  HORZ ORDER      -  THIRD
 QR0568
 QR0568.The horizontal coordinates were established by classical geodetic methods
 QR0568.and adjusted by the National Geodetic Survey in January 1998.
 QR0568
 QR0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0568.GEOID18 height accuracy estimate available here.
 QR0568
 QR0568.Click photographs - Photos may exist for this station.
 QR0568
 QR0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0568
 QR0568. The following values were computed from the NAD 83(1996) position.
 QR0568
 QR0568;                    North         East     Units Scale Factor Converg.
 QR0568;SPC SD N     -   147,508.186   718,154.027   MT  0.99994062   +1 03 48.5
 QR0568;SPC SD N     -   483,949.77  2,356,143.67   sFT  0.99994062   +1 03 48.5
 QR0568;UTM  14      - 4,999,836.544   539,512.417   MT  0.99961920   +0 21 22.9
 QR0568
 QR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3951299836(NAD 83)
 QR0568
 QR0568                          SUPERSEDED SURVEY CONTROL
 QR0568
 QR0568  NAD 83(1986)-  45 09 03.24307(N)    098 29 50.45387(W) AD(       ) 3
 QR0568  NAD 27      -  45 09 03.33000(N)    098 29 49.14000(W) AD(       ) 3
 QR0568
 QR0568.Superseded values are not recommended for survey control.
 QR0568
 QR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0568.See file dsdata.pdf to determine how the superseded data were derived.
 QR0568
 QR0568_MARKER: 90 = CHURCH SPIRE
 QR0568
 QR0568  HISTORY     - Date     Condition        Report By
 QR0568  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0568
 QR0568                          STATION DESCRIPTION
 QR0568
 QR0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0568'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE CATHOLIC
 QR0568'CHURCH, LOCATED IN THE SE PART OF TOWN.  BUILT IN 1898, AND
 QR0568'APPROXIMATELY 50 FEET HIGH.
 QR0568'
 QR0568'STATION WAS OBSERVED FROM BRILL AND GROVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0594 ***********************************************************************
 QR0594  DESIGNATION -  MELLETTE GRADE SCHOOL STACK
 QR0594  PID         -  QR0594
 QR0594  STATE/COUNTY-  SD/SPINK
 QR0594  COUNTRY     -  US
 QR0594  USGS QUAD   -  NORTHVILLE (2017)
 QR0594
 QR0594                         *CURRENT SURVEY CONTROL
 QR0594  ______________________________________________________________________
 QR0594* NAD 83(1996) POSITION- 45 09 21.29726(N) 098 30 03.89921(W)   ADJUSTED
 QR0594  ______________________________________________________________________
 QR0594  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 QR0594  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 QR0594  HORZ ORDER      -  THIRD
 QR0594
 QR0594.The horizontal coordinates were established by classical geodetic methods
 QR0594.and adjusted by the National Geodetic Survey in January 1998.
 QR0594
 QR0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0594.GEOID18 height accuracy estimate available here.
 QR0594
 QR0594.Click photographs - Photos may exist for this station.
 QR0594
 QR0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0594
 QR0594. The following values were computed from the NAD 83(1996) position.
 QR0594
 QR0594;                    North         East     Units Scale Factor Converg.
 QR0594;SPC SD N     -   148,060.092   717,850.169   MT  0.99994078   +1 03 39.0
 QR0594;SPC SD N     -   485,760.49  2,355,146.76   sFT  0.99994078   +1 03 39.0
 QR0594;UTM  14      - 5,000,391.979   539,215.488   MT  0.99961891   +0 21 13.5
 QR0594
 QR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3921500391(NAD 83)
 QR0594
 QR0594                          SUPERSEDED SURVEY CONTROL
 QR0594
 QR0594  NAD 83(1986)-  45 09 21.30380(N)    098 30 03.89067(W) AD(       ) 3
 QR0594  NAD 27      -  45 09 21.39500(N)    098 30 02.56300(W) AD(       ) 3
 QR0594
 QR0594.Superseded values are not recommended for survey control.
 QR0594
 QR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0594.See file dsdata.pdf to determine how the superseded data were derived.
 QR0594
 QR0594_MARKER: 63 = STACK
 QR0594
 QR0594  HISTORY     - Date     Condition        Report By
 QR0594  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0594
 QR0594                          STATION DESCRIPTION
 QR0594
 QR0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0594'POINT OBSERVED UPON WAS THE CENTER OF STACK OF GRADE SCHOOL
 QR0594'IN NW PART OF TOWN.  HEIGHT APPROXIMATELY 50 FEET, AND WAS
 QR0594'BUILT IN 1917.  IT IS A RED BRICK BUILDING.
 QR0594'
 QR0594'STATION WAS OBSERVED UPON FROM GROVE, BRILL AND SNAKE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2093 ***********************************************************************
 NM2093  DESIGNATION -  MEMORIAL
 NM2093  PID         -  NM2093
 NM2093  STATE/COUNTY-  SD/YANKTON
 NM2093  COUNTRY     -  US
 NM2093  USGS QUAD   -  YANKTON (2017)
 NM2093
 NM2093                         *CURRENT SURVEY CONTROL
 NM2093  ______________________________________________________________________
 NM2093* NAD 83(1986) POSITION- 42 53 27.     (N) 097 23 26.     (W)   SCALED
 NM2093* NAVD 88 ORTHO HEIGHT -   384.430 (meters)     1261.25  (feet) ADJUSTED
 NM2093  ______________________________________________________________________
 NM2093  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 NM2093  DYNAMIC HEIGHT  -        384.320 (meters)     1260.89  (feet) COMP
 NM2093  MODELED GRAVITY -    980,323.4   (mgal)                       NAVD 88
 NM2093
 NM2093  VERT ORDER      -  FIRST     CLASS II
 NM2093
 NM2093.The horizontal coordinates were scaled from a map and have
 NM2093.an estimated accuracy of +/- 6 seconds.
 NM2093
 NM2093.The orthometric height was determined by differential leveling and
 NM2093.adjusted by the NATIONAL GEODETIC SURVEY
 NM2093.in June 1994.
 NM2093
 NM2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2093.GEOID18 height accuracy estimate available here.
 NM2093
 NM2093.Click photographs - Photos may exist for this station.
 NM2093
 NM2093.The dynamic height is computed by dividing the NAVD 88
 NM2093.geopotential number by the normal gravity value computed on the
 NM2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2093.degrees latitude (g = 980.6199 gals.).
 NM2093
 NM2093.The modeled gravity was interpolated from observed gravity values.
 NM2093
 NM2093;                    North         East    Units  Estimated Accuracy
 NM2093;SPC SD S     -    66,190.      840,330.      MT  (+/- 180 meters Scaled)
 NM2093
 NM2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN314499(NAD 83)
 NM2093
 NM2093                          SUPERSEDED SURVEY CONTROL
 NM2093
 NM2093.No superseded survey control is available for this station.
 NM2093
 NM2093_MARKER: DS = TRIANGULATION STATION DISK
 NM2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2093_STAMPING: MEMORIAL 1993
 NM2093_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2093+STABILITY: SURFACE MOTION
 NM2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2093+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2093
 NM2093  HISTORY     - Date     Condition        Report By
 NM2093  HISTORY     - 1993     MONUMENTED       SD3070
 NM2093  HISTORY     - 19930908 GOOD             NGS
 NM2093  HISTORY     - 20120323 GOOD             INDIV
 NM2093
 NM2093                          STATION DESCRIPTION
 NM2093
 NM2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2093'IN YANKTON, AT THE INTERSECTION OF EAST 21TH STREET AND DOUGLAS
 NM2093'AVENUE, ALONG THE NORTH BOUNDARY OF FANTLE MEMORIAL PARK, 253.0 M
 NM2093'(830.1 FT) EAST OF THE AVENUE CENTERLINE, 18.0 M (59.1 FT) EAST OF
 NM2093'UTILITY LIGHT POLE NUMBER 849W, 6.0 M (19.7 FT) SOUTH OF THE STREET
 NM2093'CENTER, 5.8 M (19.0 FT) NORTH OF THE NORTH END OF A SIDEWALK, 0.3 M
 NM2093'(1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT IS RECESSED
 NM2093'0.01 M (0.03 FT) BELOW THE GROUND SURFACE.
 NM2093
 NM2093                          STATION RECOVERY (2012)
 NM2093
 NM2093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0907 ***********************************************************************
 OQ0907  DESIGNATION -  MENNO SCHOOLHOUSE CUPOLA
 OQ0907  PID         -  OQ0907
 OQ0907  STATE/COUNTY-  SD/HUTCHINSON
 OQ0907  COUNTRY     -  US
 OQ0907  USGS QUAD   -  MENNO (2017)
 OQ0907
 OQ0907                         *CURRENT SURVEY CONTROL
 OQ0907  ______________________________________________________________________
 OQ0907* NAD 83(1996) POSITION- 43 14 12.33537(N) 097 34 39.32714(W)   ADJUSTED
 OQ0907  ______________________________________________________________________
 OQ0907  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 OQ0907  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 OQ0907  HORZ ORDER      -  THIRD
 OQ0907
 OQ0907.The horizontal coordinates were established by classical geodetic methods
 OQ0907.and adjusted by the National Geodetic Survey in January 1998.
 OQ0907
 OQ0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0907.GEOID18 height accuracy estimate available here.
 OQ0907
 OQ0907.Click photographs - Photos may exist for this station.
 OQ0907
 OQ0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0907
 OQ0907. The following values were computed from the NAD 83(1996) position.
 OQ0907
 OQ0907;                    North         East     Units Scale Factor Converg.
 OQ0907;SPC SD S     -   104,075.427   823,784.239   MT  0.99992893   +1 54 03.8
 OQ0907;SPC SD S     -   341,454.13  2,702,698.79   sFT  0.99992893   +1 54 03.8
 OQ0907;UTM  14      - 4,788,089.257   615,492.831   MT  0.99976408   +0 58 28.1
 OQ0907
 OQ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1549288089(NAD 83)
 OQ0907
 OQ0907                          SUPERSEDED SURVEY CONTROL
 OQ0907
 OQ0907  NAD 83(1995)-  43 14 12.33737(N)    097 34 39.32365(W) AD(       ) 3
 OQ0907  NAD 83(1986)-  43 14 12.34490(N)    097 34 39.31792(W) AD(       ) 3
 OQ0907  NAD 27      -  43 14 12.37500(N)    097 34 38.08200(W) AD(       ) 3
 OQ0907  USSD        -  43 14 12.56700(N)    097 34 38.42800(W) AD(       ) 3
 OQ0907
 OQ0907.Superseded values are not recommended for survey control.
 OQ0907
 OQ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0907.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0907
 OQ0907_MARKER: 75 = BELFRY
 OQ0907
 OQ0907  HISTORY     - Date     Condition        Report By
 OQ0907  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0907  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0907
 OQ0907                          STATION DESCRIPTION
 OQ0907
 OQ0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0907'THE SCHOOLHOUSE ERECTED IN 1899 IS STILL STANDING.  THE TOP
 OQ0907'AND SIDES OF THE BELFRY HAVE BEEN REMOVED LEAVING THE BELL
 OQ0907'EXPOSED ON ITS BASE.  THE BELL WAS CENTERED UNDER THE PEAK OF THE
 OQ0907'BELFRY HENCE, THE MARK CAN NO DOUBT STILL BE USED.  (LOCALITY
 OQ0907'OF MENNO.)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0906 ***********************************************************************
 OQ0906  DESIGNATION -  MENNO WHITE SPIRE
 OQ0906  PID         -  OQ0906
 OQ0906  STATE/COUNTY-  SD/HUTCHINSON
 OQ0906  COUNTRY     -  US
 OQ0906  USGS QUAD   -  MENNO (2017)
 OQ0906
 OQ0906                         *CURRENT SURVEY CONTROL
 OQ0906  ______________________________________________________________________
 OQ0906* NAD 83(1996) POSITION- 43 14 22.82468(N) 097 34 33.96444(W)   ADJUSTED
 OQ0906  ______________________________________________________________________
 OQ0906  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 OQ0906  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 OQ0906  HORZ ORDER      -  THIRD
 OQ0906
 OQ0906.The horizontal coordinates were established by classical geodetic methods
 OQ0906.and adjusted by the National Geodetic Survey in January 1998.
 OQ0906
 OQ0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0906.GEOID18 height accuracy estimate available here.
 OQ0906
 OQ0906.Click photographs - Photos may exist for this station.
 OQ0906
 OQ0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0906
 OQ0906. The following values were computed from the NAD 83(1996) position.
 OQ0906
 OQ0906;                    North         East     Units Scale Factor Converg.
 OQ0906;SPC SD S     -   104,402.945   823,894.420   MT  0.99992859   +1 54 07.5
 OQ0906;SPC SD S     -   342,528.66  2,703,060.28   sFT  0.99992859   +1 54 07.5
 OQ0906;UTM  14      - 4,788,414.896   615,608.274   MT  0.99976441   +0 58 32.0
 OQ0906
 OQ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1560888414(NAD 83)
 OQ0906
 OQ0906                          SUPERSEDED SURVEY CONTROL
 OQ0906
 OQ0906  NAD 83(1995)-  43 14 22.82692(N)    097 34 33.96127(W) AD(       ) 3
 OQ0906  NAD 83(1986)-  43 14 22.83441(N)    097 34 33.95553(W) AD(       ) 3
 OQ0906  NAD 27      -  43 14 22.86400(N)    097 34 32.71700(W) AD(       ) 3
 OQ0906  USSD        -  43 14 23.05800(N)    097 34 33.06500(W) AD(       ) 3
 OQ0906
 OQ0906.Superseded values are not recommended for survey control.
 OQ0906
 OQ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0906.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0906
 OQ0906_MARKER: 90 = CHURCH SPIRE
 OQ0906
 OQ0906  HISTORY     - Date     Condition        Report By
 OQ0906  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0906  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0906
 OQ0906                          STATION DESCRIPTION
 OQ0906
 OQ0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0906'ACCORDING TO MR. HEADLEY, FORMER SCHOOL PRINCIPAL AND PRESENT
 OQ0906'PUBLISHER OF THE HUTCHINSON COUNTY HERALD, THE REFORMED CHURCH
 OQ0906'WAS THE OLDEST CHURCH IN THE TOWN.  THE FOUR OTHER CHURCHES
 OQ0906'ARE OF MORE RECENT DATE.  HOWEVER, THE OLD CHURCH HAS BEEN
 OQ0906'REMODELED SOMEWHAT AND THE SPIRE CHANGED A LITTLE IN POSITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0736 ***********************************************************************
 QS0736  DESIGNATION -  MERKLE
 QS0736  PID         -  QS0736
 QS0736  STATE/COUNTY-  SD/WALWORTH
 QS0736  COUNTRY     -  US
 QS0736  USGS QUAD   -  AKASKA NW (2017)
 QS0736
 QS0736                         *CURRENT SURVEY CONTROL
 QS0736  ______________________________________________________________________
 QS0736* NAD 83(1996) POSITION- 45 23 55.68164(N) 100 13 16.73507(W)   ADJUSTED
 QS0736* NAVD 88 ORTHO HEIGHT -   602.44  (+/-2cm)     1976.5   (feet) VERTCON3
 QS0736  ______________________________________________________________________
 QS0736  GEOID HEIGHT    -        -22.102 (meters)                     GEOID18
 QS0736  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 QS0736  HORZ ORDER      -  FIRST
 QS0736  VERT ORDER      -  THIRD ? (See Below)
 QS0736
 QS0736.The horizontal coordinates were established by classical geodetic methods
 QS0736.and adjusted by the National Geodetic Survey in January 1998.
 QS0736
 QS0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0736
 QS0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0736.GEOID18 height accuracy estimate available here.
 QS0736
 QS0736.The vertical order pertains to the NGVD 29 superseded value.
 QS0736
 QS0736.Click photographs - Photos may exist for this station.
 QS0736
 QS0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0736
 QS0736. The following values were computed from the NAD 83(1996) position.
 QS0736
 QS0736;                    North         East     Units Scale Factor Converg.
 QS0736;SPC SD N     -   173,984.833   582,672.223   MT  0.99995749   -0 09 23.9
 QS0736;SPC SD N     -   570,815.24  1,911,650.45   sFT  0.99995749   -0 09 23.9
 QS0736;UTM  14      - 5,027,979.065   404,411.849   MT  0.99971234   -0 52 10.8
 QS0736
 QS0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0736!SPC SD N     -   0.99990902  x   0.99995749  =   0.99986652
 QS0736!UTM  14      -   0.99990902  x   0.99971234  =   0.99962139
 QS0736
 QS0736:                Primary Azimuth Mark                     Grid Az
 QS0736:SPC SD N     -  SWAN                                     154 18 32.5
 QS0736:UTM  14      -  SWAN                                     155 01 19.4
 QS0736
 QS0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0441127979(NAD 83)
 QS0736
 QS0736|---------------------------------------------------------------------|
 QS0736| PID    Reference Object                     Distance      Geod. Az  |
 QS0736|                                                           dddmmss.s |
 QS0736| CO6377 MERKLE RM 1                          30.803 METERS 09024     |
 QS0736| QS0732 SWAN                                APPROX. 9.9 KM 1540908.6 |
 QS0736| CO6378 MERKLE RM 2                                        26947     |
 QS0736| CO6379 MERKLE RM 3                         130.820 METERS 29717     |
 QS0736| CO6376 MERKLE AZ MK                                       3514944.3 |
 QS0736|---------------------------------------------------------------------|
 QS0736
 QS0736                          SUPERSEDED SURVEY CONTROL
 QS0736
 QS0736  NAD 83(1986)-  45 23 55.67250(N)    100 13 16.73588(W) AD(       ) 1
 QS0736  NAD 27      -  45 23 55.70700(N)    100 13 15.27300(W) AD(       ) 1
 QS0736  NGVD 29             602.06   (m)         1975.3    (f) LEVELING    3  
 QS0736
 QS0736.Superseded values are not recommended for survey control.
 QS0736
 QS0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0736.See file dsdata.pdf to determine how the superseded data were derived.
 QS0736
 QS0736_MARKER: DS = TRIANGULATION STATION DISK
 QS0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0736_STAMPING: MERKLE 1934
 QS0736_MARK LOGO: CGS
 QS0736_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0736+STABILITY: SURFACE MOTION
 QS0736
 QS0736  HISTORY     - Date     Condition        Report By
 QS0736  HISTORY     - 1934     MONUMENTED       CGS
 QS0736  HISTORY     - 1945     GOOD             CGS
 QS0736  HISTORY     - 1947     GOOD             CGS
 QS0736  HISTORY     - 1948     GOOD             CGS
 QS0736  HISTORY     - 1967     GOOD             USGS
 QS0736  HISTORY     - 1969     GOOD             USAF
 QS0736  HISTORY     - 1977     POOR             SDDT
 QS0736  HISTORY     - 19810806 GOOD             NGS
 QS0736  HISTORY     - 1982     GOOD             LOCSUR
 QS0736
 QS0736                          STATION DESCRIPTION
 QS0736
 QS0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WBF)
 QS0736'STATION IS ON A GRASSY RISE 3-1/2 MILES E OF THE MISSOURI
 QS0736'RIVER, 3/4 MILE S OF FARM BUILDINGS OWNED BY THEO. J. COFFEE,
 QS0736'ABOUT 8 MILES SSE OF GLENHAM, S. DAK., 466 FEET E OF CENTER
 QS0736'LINE OF ROAD, 25 FEET S OF 1/2 SEC. LINE AND MARK PROJECTS
 QS0736'8 INCHES.  IT IS IN (APPROXIMATE) SEC. 12, T 122 N, R 78 W.
 QS0736'
 QS0736'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 QS0736'STANDARD BRONZE DISKS SET IN CONCRETE.
 QS0736'
 QS0736'REFERENCE MARK NO. 1 IS E OF THE STATION, 25 FEET S OF 1/2
 QS0736'SECTION LINE FENCE AND PROJECTS 4 INCHES.
 QS0736'
 QS0736'REFERENCE MARK NO. 2 IS W OF THE STATION, 60 FEET E OF THE
 QS0736'CENTER LINE OF A SECTION LINE ROAD AND PROJECTS 4 INCHES.
 QS0736'
 QS0736'THE AZIMUTH MARK IS NNW OF THE STATION, 19 FEET W OF THE
 QS0736'CENTER LINE OF A SECTION LINE ROAD, 2 FEET E OF A FENCE LINE
 QS0736'AND PROJECTS 6 INCHES.
 QS0736'
 QS0736'THE STATION IS REACHED FROM GLENHAM, A SMALL TOWN 8 MILES E
 QS0736'OF MOBRIDGE, RAILROAD DEPOT, BY GOING DUE S, ACROSS TRACKS,
 QS0736'THEN BEAR WESTERLY 0.2 MILE, THEN DUE S ON GRADED ROAD 1.6
 QS0736'MILES, THEN E. 1/2 MILE, THEN S, 1.0 MILE, THEN E, 2 MILES, THEN
 QS0736'S, 1.5 MILES, PASS WHITE SCHOOLHOUSE ON W SIDE OF ROAD AND
 QS0736'CONTINUE S, 2.3 MILES, PASS STATION GLENHAM AND CONTINUE S ON
 QS0736'POOR SECTION LINE ROAD 1.9 MILES, PASS BROWN TWO-STORY HOUSE
 QS0736'AND SEVERAL FARM BUILDINGS ON THE W SIDE OF THE ROAD AND
 QS0736'CONTINUE S, 0.2 MILE, PASS MAIL BOXES ON POSTS ON THE LEFT OF
 QS0736'THE ROAD AND CONTINUE S, 0.4 MILE TO A SMALL PILE OF STONES
 QS0736'AT THE E SIDE OF THE ROAD, LEAVE ROAD, TURN LEFT, OR E, AND
 QS0736'DRIVE E, 0.05 MILE TO THE HIGHEST GROUND AND THE STATION.
 QS0736'
 QS0736'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0736
 QS0736                          STATION RECOVERY (1945)
 QS0736
 QS0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0736'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND ALL MARKS WERE
 QS0736'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QS0736'
 QS0736'THE STATION IS LOCATED ABOUT 8 MILES SSE OF THE VILLAGE OF
 QS0736'GLENHAM AND ABOUT 125 YARDS E OF A SECTION-LINE ROAD.  IT IS
 QS0736'LOCATED ON THE SUMMIT OF A N-S RIDGE AND IN A CULTIVATED FIELD.
 QS0736'THE DISTANCES TO THE REFERENCE MARKS WERE NOT CHECKED WITH THE
 QS0736'1934 DISTANCES AS THEY ARE IN WHEAT FIELD AND THE OWNER DID NOT
 QS0736'WISH HIS WHEAT TO BE DAMAGED.
 QS0736'
 QS0736'AZIMUTH MARK IS 0.55 MILE NNW OF THE STATION AND 0.15 MILE S
 QS0736'OF A FARMHOUSE.  IT IS LOCATED ON THE FIRST RISE S OF THE
 QS0736'FARMHOUSE AND ON THE E EDGE OF A CULTIVATED FIELD.  THE
 QS0736'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MERKLE AZIMUTH
 QS0736'1934.  IT IS A BRONZE REFERENCE DISK.
 QS0736'
 QS0736'REFERENCE MARK 1 IS E OF THE STATION AND IN A WHEAT FIELD.
 QS0736'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MERKLE
 QS0736'NO 1 1934.
 QS0736'
 QS0736'REFERENCE MARK 2 IS W OF THE STATION ON THE W EDGE OF WHEAT
 QS0736'FIELD.  IT IS APPROXIMATELY 19 FEET E OF A SECTION-LINE ROAD.
 QS0736'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QS0736'MERKLE NO 2 1934.
 QS0736'
 QS0736'TO REACH THE STATION FROM THE MOBRIDGE POST OFFICE, GO N 1
 QS0736'BLOCK TO THE JUNCTION OF U.S. HIGHWAY 12, TURN RIGHT ON U.S.
 QS0736'HIGHWAY 12 AND GO E 1.15 MILES TO A T-ROAD RIGHT, TURN RIGHT
 QS0736'AND GO 0.7 MILE TO A LEFT FORK, TURN LEFT AND GO 3.7 MILES TO A
 QS0736'FORK, KEEP LEFT FORK AND GO 4.55 MILES TO A CROSS ROAD, TURN
 QS0736'RIGHT ON SECTIONLINE ROAD AND GO 1.85 MILES TO THE AZIMUTH
 QS0736'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON S FOR 0.55 MILE
 QS0736'TO THE STATION ON THE LEFT AS DESCRIBED.
 QS0736'
 QS0736'OBSERVATIONS MADE FROM A 14-FOOT WOODEN STAND.
 QS0736
 QS0736                          STATION RECOVERY (1947)
 QS0736
 QS0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 QS0736'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 QS0736'IN GOOD CONDITION.  REFERENCE MARK NO. 2 COULD NOT BE FOUND.
 QS0736'
 QS0736'TO REACH THE STATION FROM THE POST OFFICE IN MOBRIDGE, GO NORTH
 QS0736'ON THE MAIN STREET ABOUT ONE BLOCK.  THENCE EAST ON U.S. HIGHWAY
 QS0736'12, 1.3 MILES.  THENCE SOUTH ON GRAVEL ROAD 0.8 MILE, KEEP
 QS0736'LEFT FORK 5.35 MILES TO T-ROAD RIGHT.  TURN RIGHT AND FOLLOW
 QS0736'MAIN ROAD 9 MILES TO CROSS ROADS.  THENCE SOUTH 2.6 MILES, TURN
 QS0736'LEFT AND GO EAST ABOUT 0.1 MILE TO HIGHEST POINT AND STATION.
 QS0736
 QS0736                          STATION RECOVERY (1948)
 QS0736
 QS0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0736'STATION RECOVERED AND REFERENCE MARK NO. 2 WAS FOUND UPROOTED
 QS0736'BY ROAD CONSTRUCTION AND REFERENCE MARK NO. 3 WAS ESTABLISHED.
 QS0736'THERE WAS ALSO A DIFFERENCE OF 1 MINUTE NOTED IN THE DIRECTION
 QS0736'TO REFERENCE MARK NO. 1.
 QS0736'
 QS0736'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF GLENHAM, 3/4
 QS0736'MILE SOUTH OF THE FARM BUILDINGS OWNED BY MR. THEO. J. COFFEE
 QS0736'AND 466 FEET EAST OF THE APPROX. CENTERLINE OF THE ROAD.  IT
 QS0736'IS APPROXIMATELY IN SEC. 12, T. 122 N., R. 78 W.  THE MARK
 QS0736'PROJECTS 2 INCHES AND THE DISK IS STAMPED MERKLE 1934.
 QS0736'
 QS0736'REFERENCE MARK NO. 1 IS 101.06 FEET EAST-NORTHEAST OF THE
 QS0736'STATION.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QS0736'MERKLE NO 1 1934.
 QS0736'
 QS0736'REFERENCE MARK NO. 3 IS 429.20 FEET WEST OF THE STATION.  THE
 QS0736'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MERKLE NO 3
 QS0736'1934.
 QS0736'
 QS0736'THE AZIMUTH MARK IS 0.5 MILE NORTH-NORTHWEST OF THE STATION,
 QS0736'AND 36 FEET WEST OF THE APPROX. CENTERLINE OF ROAD.  THE
 QS0736'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MERKLE AZIMUTH
 QS0736'1934.
 QS0736'
 QS0736'TO REACH FROM THE DEPOT IN GLENHAM, GO SOUTH ACROSS TRACKS AND
 QS0736'BEAR WESTERLY 0.2 MILE, THEN SOUTH ON GRADED DIRT ROAD 1.6
 QS0736'MILES, EAST 1/2 MILE, SOUTH 1.0 MILE, EAST 2 MILES, SOUTH 1.5
 QS0736'MILES, PASS WHITE SCHOOLHOUSE ON WEST SIDE OF ROAD AND
 QS0736'CONTINUE SOUTH 2.3 MILES PASS STATION GLENHAM AND CONTINUE SOUTH
 QS0736'1.9 MILES TO FARM BUILDINGS, CONTINUE 0.2 MILE TO THE AZIMUTH
 QS0736'MARK ON THE RIGHT, CONTINUE 0.5 MILE, TURN LEFT ACROSS FIELD
 QS0736'TO HIGHEST GROUND AND STATION.
 QS0736'
 QS0736'HEIGHT OF LIGHT ABOVE STATION MARK--1 METER.
 QS0736
 QS0736                          STATION RECOVERY (1967)
 QS0736
 QS0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0736'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 QS0736'DESCRIBED.
 QS0736'
 QS0736'THE REFERENCE MARKS WERE NOT RECOVERED.  THEY ARE BURIED IN A
 QS0736'WHEAT FIELD.
 QS0736'
 QS0736'THE OLD DESCRIPTION IS ADEQUATE.
 QS0736'
 QS0736'STANDARD BRACED TRIPOD USED.
 QS0736
 QS0736                          STATION RECOVERY (1969)
 QS0736
 QS0736'RECOVERY NOTE BY US AIR FORCE 1969
 QS0736'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 QS0736'REFERENCE MARKS 1 AND 3 FOUND UPROOTED NEAR ORIGINAL
 QS0736'POSITION (R.M. 2 FORMERLY REPORTED DESTROYED.)
 QS0736'
 QS0736'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 QS0736'
 QS0736'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 QS0736'AND U.S. HIGHWAY 12/STATE HIGHWAY 20 IN MOBRIDGE, SOUTH
 QS0736'DAKOTA, GO EAST ON HIGHWAY 12/20 FOR 7.95 MILES TO A GRAVEL
 QS0736'ROAD RIGHT (SOUTH) ON THE WEST EDGE OF GLENHAM.  TURN RIGHT
 QS0736'FOR 0.55 MILE TO SECOND SET OF RAILROAD TRACKS.  CONTINUE 1.4
 QS0736'MILES TO Y-INTERSECTION, THENCE, LEFT (EAST) FOR 0.45 MILES
 QS0736'TO A SECOND Y-INTERSECTION.  TURN RIGHT (SOUTH), AND FOLLOW
 QS0736'WINDING ROAD FOR 4.05 MILES.  CONTINUE STRAIGH AHEAD (SOUTH)
 QS0736'ON DIRT ROAD FOR 3.2 MILES TO CROSSROADS.  CONTINUE SOUTH FOR
 QS0736'2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  GO 0.6 MILE TO
 QS0736'TRACK ROAD.  TURN LEFT (EAST) FOR 0.05 MILE TO STATION ON
 QS0736'RIGHT (SOUTH) IN GRASS STRIP.
 QS0736
 QS0736                          STATION RECOVERY (1977)
 QS0736
 QS0736'RECOVERY NOTE BY SD DEPT OF TRANSP 1977 (JPK)
 QS0736'MERKLE 1934 APPEARS TO HAVE BEEN HIT BY FIELD CULTIVATOR (BROKEN
 QS0736'CULTIVATOR SHOE LYING ALONG-SITE).  MARK DOES NOT LOOK AS IF IT
 QS0736'HAS BEEN MOVED, HOWEVER.
 QS0736'
 QS0736'MERKLE NO 3 1934 FOUND UP-ROOTED BY UNKNOWN ACTIONS - REFERENCE MARK
 QS0736'NO. 3 DESTROYED.
 QS0736'
 QS0736'MERKEL 1934 NO 3 CONCRETE BASE AND BRASS CAP REMOVED FROM POSITION,
 QS0736'LYING ON ITS SIDE.
 QS0736'
 QS0736'MARK HAS BEEN MOVED BY UNKNOWN FORCES, MONUMENT DESTROYED.  BRASS
 QS0736'CAP AND BASE ARE STILL LYING AT THE SITE.  OUR LATEST HORIZONTAL
 QS0736'CONTROL DATA BY USC AND GS DOES NOT LIST NO 3.  WHY.  THE LOCATION
 QS0736'OF THIS NO 3 FITS THAT DESCRIPTION LISTED FOR NO 2.
 QS0736'
 QS0736'MERKLE AZIMUTH 1934 IN GOOD CONDITION - WILL BE WITHIN LIMITS OF
 QS0736'CONSTRUCTION - 1978.
 QS0736'
 QS0736'SEARCHED FOR MERKLE NO 1 1934 - NOT FOUND - USED STEEL CHAIN
 QS0736'AND SWUNG A 101.06 FT ARE FROM THE TRIANGULATION STATION.
 QS0736'
 QS0736'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SSE OF GLENHAM,
 QS0736'SD.
 QS0736
 QS0736                          STATION RECOVERY (1981)
 QS0736
 QS0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QS0736'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 QS0736'AND 3 AND THE AZIMUTH MARK HAD BEEN DESTROYED.  REFERENCE MARK 4 AND A
 QS0736'NEW AZIMUTH MARK WERE SET AND A SDDOT BENCH MARK, WHICH WILL SUFFICE
 QS0736'FOR THE SECOND REFERENCE MARK, WAS OBSERVED.  THE PROPERTY IS LEASED
 QS0736'BY MR.  EDDIE BERENS, SELBY, SD.  THE STATION IS LOCATED ABOUT 12.9 KM
 QS0736'(8.00 MI) SOUTH-SOUTHEAST OF GLENHAM ON A KNOLL IN A CULTIVATED FIELD,
 QS0736'ABOUT 140 M (459.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD.  TO
 QS0736'REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.  HIGHWAY
 QS0736'12 AT THE NORTH EDGE OF GLENHAM, GO WEST ON HIGHWAY 12 FOR 0.2 KM
 QS0736'(0.10 MI) TO AN ASPHALT ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 QS0736'ASPHALT ROAD, CROSSING RAILROAD TRACKS, FOR 3.1 KM (1.90 MI) TO A FORK
 QS0736'AND END OF ASPHALT.  KEEP LEFT FORK, FOLLOWING GRAVELED ROAD 6.7 KM
 QS0736'(4.15 MI) EAST, SOUTH, EAST, AND SOUTH TO A FORK.  KEEP RIGHT AND
 QS0736'CONTINUE SOUTH FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  CONTINUE SOUTH ON
 QS0736'GRAVELED ROAD FOR 3.2 KM (2.00 MI) TO A CROSSROAD AND THE AZIMUTH MARK
 QS0736'2 ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.8 KM (0.50
 QS0736'MI) TO AN APPROACH ROAD AND BENCH MARK SDDOT ON THE LEFT.  THE STATION
 QS0736'IS LOCATED ABOUT 140 M (459.3 FT) EAST ON A KNOLL.  THE STATION IS A
 QS0736'STANDARD CGS DISK STAMPED MERKLE 1934 SET INTO THE TOP OF A SQUARE
 QS0736'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 2 INCHES (5
 QS0736'CM) ABOVE THE GROUND.  LOCATED 8.5 METERS (27.9 FT) WSW FROM A METAL
 QS0736'WITNESS POST.  2.0 METERS (6.6 FT) S FROM A PROJECTED CENTER OF THE
 QS0736'APPROACH ROAD.  0.25 METER (0.82 FT) W FROM A METAL WITNESS POST.
 QS0736'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED MERKLE 1934 NO 4
 QS0736'1981 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES 25 CM IN
 QS0736'DIAMETER FLUSH WITH THE GROUND. LOCATED 8.1 METERS (26.6 FT) ENE FROM
 QS0736'A METAL WITNESS POST.  0.27 METERS (0.89 FT) W FROM A METAL WITNESS
 QS0736'POST.  REFERENCE MARK NO 5 IS A STANDARD SDDOT DISK STAMPED,
 QS0736'UNSTAMPED, SET INTO A ROUND CONCRETE MONUMENT 5 INCHES (13 CM) IN
 QS0736'DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 18.1
 QS0736'METERS (59.4 FT) E FROM THE CENTER OF GRAVELED ROAD.  5.8 METERS (19.0
 QS0736'FT) N FROM THE CENTER OF APPROACH. 0.34 METER (1.12 FT) W FROM A METAL
 QS0736'WITNESS POST.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED MERKLE
 QS0736'1934 NO 2 1981 SET INTO A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 QS0736'DIAMETER FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 QS0736'NGS DISK STAMPED MERKLE 1934 NO 2 1981 SET INTO THE TOP OF AN
 QS0736'IRREGULAR CONCRETE MASS ABOUT 1 M (3.3 FT) BELOW THE SURFACE.  LOCATED
 QS0736'18.9 METERS (62.0 FT) W FROM THE CENTER OF GRAVELED ROAD.  8.7 METERS
 QS0736'(28.5 FT) N FROM THE CENTER OF APPROACH.  0.75 METERS (2.46 FT) S FROM
 QS0736'A FENCE CORNER.  0.33 METER (1.08 FT) E FROM A METAL WITNESS POST.
 QS0736
 QS0736                          STATION RECOVERY (1982)
 QS0736
 QS0736'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (WDP)
 QS0736'MERKLE RECOVERED GOOD.
 QS0736'
 QS0736'TO REACH STATION, THE PREVIOUS DESCRIPTION IS GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0947 ***********************************************************************
 QS0947  DESIGNATION -  MESA
 QS0947  PID         -  QS0947
 QS0947  STATE/COUNTY-  SD/CORSON
 QS0947  COUNTRY     -  US
 QS0947  USGS QUAD   -  THUNDER HAWK SE (2017)
 QS0947
 QS0947                         *CURRENT SURVEY CONTROL
 QS0947  ______________________________________________________________________
 QS0947* NAD 83(1996) POSITION- 45 50 56.22355(N) 101 49 31.14727(W)   ADJUSTED
 QS0947* NAVD 88 ORTHO HEIGHT -   809.5   (meters)     2656.    (feet) VERTCON3
 QS0947  ______________________________________________________________________
 QS0947  GEOID HEIGHT    -        -19.673 (meters)                     GEOID18
 QS0947  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 QS0947  HORZ ORDER      -  FIRST
 QS0947
 QS0947.The horizontal coordinates were established by classical geodetic methods
 QS0947.and adjusted by the National Geodetic Survey in January 1998.
 QS0947
 QS0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0947
 QS0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0947.GEOID18 height accuracy estimate available here.
 QS0947
 QS0947.Click photographs - Photos may exist for this station.
 QS0947
 QS0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0947
 QS0947. The following values were computed from the NAD 83(1996) position.
 QS0947
 QS0947;                    North         East     Units Scale Factor Converg.
 QS0947;SPC SD N     -   225,590.588   458,227.417   MT  1.00003618   -1 17 30.7
 QS0947;SPC SD N     -   740,125.12  1,503,367.78   sFT  1.00003618   -1 17 30.7
 QS0947;UTM  14      - 5,081,147.335   280,637.027   MT  1.00019162   -2 01 40.8
 QS0947
 QS0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0947!SPC SD N     -   0.99987620  x   1.00003618  =   0.99991237
 QS0947!UTM  14      -   0.99987620  x   1.00019162  =   1.00006779
 QS0947
 QS0947:                Primary Azimuth Mark                     Grid Az
 QS0947:SPC SD N     -  MESA AZ MK                               106 50 02.2
 QS0947:UTM  14      -  MESA AZ MK                               107 34 12.3
 QS0947
 QS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8063781147(NAD 83)
 QS0947
 QS0947|---------------------------------------------------------------------|
 QS0947| PID    Reference Object                     Distance      Geod. Az  |
 QS0947|                                                           dddmmss.s |
 QS0947| QS0933 MORRISTOWN MUNICIPAL STANDPIPE      APPROX.13.1 KM 0391510.1 |
 QS0947| CQ8590 MESA AZ MK                                         1053231.5 |
 QS0947| CQ8592 MESA RM 2                            15.688 METERS 27044     |
 QS0947| CQ8591 MESA RM 1                            16.142 METERS 34644     |
 QS0947|---------------------------------------------------------------------|
 QS0947
 QS0947                          SUPERSEDED SURVEY CONTROL
 QS0947
 QS0947  NAD 83(1986)-  45 50 56.21514(N)    101 49 31.14446(W) AD(       ) 1
 QS0947  NAD 27      -  45 50 56.21700(N)    101 49 29.66200(W) AD(       ) 1
 QS0947  NGVD 29 (07/19/86)  809.0    (m)         2654.     (f) VERT ANG       
 QS0947
 QS0947.Superseded values are not recommended for survey control.
 QS0947
 QS0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0947.See file dsdata.pdf to determine how the superseded data were derived.
 QS0947
 QS0947_MARKER: DS = TRIANGULATION STATION DISK
 QS0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0947_STAMPING: MESA 1951
 QS0947_MARK LOGO: CGS
 QS0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0947+STABILITY: SURFACE MOTION
 QS0947
 QS0947  HISTORY     - Date     Condition        Report By
 QS0947  HISTORY     - 1951     MONUMENTED       CGS
 QS0947  HISTORY     - 1952     GOOD             CGS
 QS0947
 QS0947                          STATION DESCRIPTION
 QS0947
 QS0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0947'STATION IS ABOUT 5-3/4 MILES SOUTH AND 3/4 MILE WEST OF
 QS0947'KELDRON, ON THE HIGHEST POINT AND ON THE SOUTHEAST END OF A
 QS0947'HIGH MESA OWNED BY NORMAN WANSTEDT.  IT IS ABOUT 400 FEET
 QS0947'NORTH OF A SECTION LINE ROAD, AND 9 FEET WEST OF A FENCE.
 QS0947'
 QS0947'TO REACH THE STATION FROM THE POST OFFICE IN KELDRON.  GO
 QS0947'NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO U.S. HIGHWAY 12.
 QS0947'TURN RIGHT AND GO EAST ON HIGHWAY 12 FOR 0.25 MILE TO A T-ROAD
 QS0947'AT A SCHOOLHOUSE.  TURN RIGHT AND FOLLOW A DIRT ROAD SOUTH
 QS0947'TO A CROSSROADS AND A GRANARY.  TURN RIGHT AND GO WEST FOR 0.7
 QS0947'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR
 QS0947'0.3 MILE TO THE STATION ON THE RIGHT.
 QS0947'
 QS0947'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QS0947'MESA 1951.
 QS0947'
 QS0947'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0947'MESA NO 1 1951.
 QS0947'
 QS0947'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0947'MESA NO 2 1951.
 QS0947'
 QS0947'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF THE ROAD AND
 QS0947'1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 QS0947'DISK IS STAMPED MESA 1951.
 QS0947'
 QS0947'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QS0947'CYLINDERS.
 QS0947
 QS0947                          STATION RECOVERY (1952)
 QS0947
 QS0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0947'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0947'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0527 ***********************************************************************
 QQ0527  DESIGNATION -  MESOTA
 QQ0527  PID         -  QQ0527
 QQ0527  STATE/COUNTY-  SD/GRANT
 QQ0527  COUNTRY     -  US
 QQ0527  USGS QUAD   -  MARIETTA (2019)
 QQ0527
 QQ0527                         *CURRENT SURVEY CONTROL
 QQ0527  ______________________________________________________________________
 QQ0527* NAD 83(1996) POSITION- 45 00 30.50020(N) 096 27 07.84740(W)   ADJUSTED
 QQ0527* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 QQ0527  ______________________________________________________________________
 QQ0527  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 QQ0527  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 QQ0527  HORZ ORDER      -  SECOND
 QQ0527
 QQ0527.The horizontal coordinates were established by classical geodetic methods
 QQ0527.and adjusted by the National Geodetic Survey in March 1999.
 QQ0527
 QQ0527.The orthometric height was scaled from a topographic map.
 QQ0527
 QQ0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0527.GEOID18 height accuracy estimate available here.
 QQ0527
 QQ0527.Click photographs - Photos may exist for this station.
 QQ0527
 QQ0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0527
 QQ0527. The following values were computed from the NAD 83(1996) position.
 QQ0527
 QQ0527;                    North         East     Units Scale Factor Converg.
 QQ0527;SPC SD N     -   136,711.413   879,586.698   MT  0.99993939   +2 30 39.3
 QQ0527;SPC SD N     -   448,527.36  2,885,777.36   sFT  0.99993939   +2 30 39.3
 QQ0527;UTM  14      - 4,987,049.655   700,777.678   MT  1.00009571   +1 48 08.8
 QQ0527
 QQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0527!SPC SD N     -   0.99994946  x   0.99993939  =   0.99988885
 QQ0527!UTM  14      -   0.99994946  x   1.00009571  =   1.00004516
 QQ0527
 QQ0527:                Primary Azimuth Mark                     Grid Az
 QQ0527:SPC SD N     -  MESOTA AZ MK                             254 46 09.6
 QQ0527:UTM  14      -  MESOTA AZ MK                             255 28 40.1
 QQ0527
 QQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0077787049(NAD 83)
 QQ0527
 QQ0527|---------------------------------------------------------------------|
 QQ0527| PID    Reference Object                     Distance      Geod. Az  |
 QQ0527|                                                           dddmmss.s |
 QQ0527| QQ0526 NASSAU ST JAMES CATH CH SPIRE       APPROX. 6.7 KM 0082025.0 |
 QQ0527| QQ0525 MARIETTA NORWEGIAN LUTHERAN CH      APPROX. 2.7 KM 0793926.5 |
 QQ0527| CO9264 MESOTA RM 1                          32.519 METERS 08012     |
 QQ0527| QQ0528 MARIETTA MUNICIPAL TANK             APPROX. 2.8 KM 0855051.2 |
 QQ0527| CO9265 MESOTA RM 2                          47.086 METERS 15709     |
 QQ0527| PR0935 GARY MUNICIPAL TANK                 APPROX.24.3 KM 1804801.4 |
 QQ0527| CO9263 MESOTA AZ MK                                       2571648.9 |
 QQ0527|---------------------------------------------------------------------|
 QQ0527
 QQ0527                          SUPERSEDED SURVEY CONTROL
 QQ0527
 QQ0527  NAD 83(1996)-  45 00 30.50019(N)    096 27 07.84738(W) AD(       ) 2
 QQ0527  NAD 83(1986)-  45 00 30.49819(N)    096 27 07.83517(W) AD(       ) 2
 QQ0527  NAD 27      -  45 00 30.62600(N)    096 27 06.64600(W) AD(       ) 2
 QQ0527
 QQ0527.Superseded values are not recommended for survey control.
 QQ0527
 QQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0527.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0527
 QQ0527_MARKER: DS = TRIANGULATION STATION DISK
 QQ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0527_STAMPING: MESOTA 1935
 QQ0527
 QQ0527  HISTORY     - Date     Condition        Report By
 QQ0527  HISTORY     - 1935     MONUMENTED       CGS
 QQ0527  HISTORY     - 1944     GOOD             MNDT
 QQ0527  HISTORY     - 1971     GOOD             USGS
 QQ0527  HISTORY     - 1975     GOOD             MNHD
 QQ0527
 QQ0527                          STATION DESCRIPTION
 QQ0527
 QQ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0527'STATION IS ALONG W SIDE OF S. DAK. - MINN. STATE LINE ROAD, 2 MILES
 QQ0527'W OF MARIETTA, 0.1 MILE N OF S SIDE SEC. 19, T 118 N, R 46 W, S.
 QQ0527'DAK.
 QQ0527'
 QQ0527'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QQ0527'BRONZE DISKS SET IN CONCRETE.
 QQ0527'
 QQ0527'TO REACH FROM MARIETTA RR STATION, TAKE STREET SE FROM STATION
 QQ0527'0.05 MILE AND TURN R, W, ONTO MAIN GRAVEL ROAD.  FOLLOW THIS ROAD
 QQ0527'STRAIGHT W 1.7 MILES TO A T-JUNCTION WHERE MAIN ROAD TURNS L, S,
 QQ0527'TO MARK ON W SIDE OF STATE LINE ROAD.  MARK IS 24 FEET W OF
 QQ0527'CENTER LINE OF STATE LINE ROAD AND IS FLUSH WITH GROUND.
 QQ0527'
 QQ0527'REFERENCE MARK NO. 1 IS ENE OF STATION IN AN E-W FENCE LINE.
 QQ0527'MARK IS 30 FEET N OF CENTER LINE OF A N-S GRAVEL ROAD AND PROJECTS
 QQ0527'10 INCHES ABOVE SURFACE OF GROUND.  DISTANCE IS 106.70 FEET.
 QQ0527'
 QQ0527'REFERENCE MARK NO. 2 IS SSE OF STATION IN A N-S FENCE LINE.
 QQ0527'MARK IS 27 FEET E OF CENTER LINE OF N-S STATE LINE ROAD AND IS
 QQ0527'FLUSH WITH GROUND.  DISTANCE IS 154.49 FEET.
 QQ0527'
 QQ0527'AZIMUTH MARK IS REACHED FROM STATION BY GOING S ON MAIN ROAD
 QQ0527'0.1 MILE.  CONTINUE TO L, W, 0.65 MILE TO MARK ON R SIDE OF ROAD.
 QQ0527'MARK IS IN A N-S FENCE LINE AND 10 FEET N OF AN E-W FENCE.  IT IS
 QQ0527'46 FEET N OF CENTER LINE OF MAIN ROAD AND PROJECTS 9 INCHES
 QQ0527'ABOVE SURFACE OF GROUND.
 QQ0527'
 QQ0527'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QQ0527
 QQ0527                          STATION RECOVERY (1944)
 QQ0527
 QQ0527'RECOVERY NOTE BY MN DEPT OF TRANSP 1944
 QQ0527'A REFERENCE MARKER STAMPED MESOTA NO 2 1935 LOCATED AT THE NW CORNER
 QQ0527'OF SEC. 29, T118N, R46W, WEST OF MARIETTA, MINN., WAS DISTURBED BY
 QQ0527'OUR GRADING CONTRACTOR.  THIS MARKER HAD ABOUT A FOOT OF DIRT OVER
 QQ0527'THE TOP OF IT AND THEREFORE WAS NOT VISIBLE.
 QQ0527
 QQ0527                          STATION RECOVERY (1971)
 QQ0527
 QQ0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 QQ0527'STA. MK., REF. MK. 1, REF. MK. 2 AND AZIMUTH MK. FOUND IN GOOD
 QQ0527'CONDITION.  REF. MK. 2 HAS BEEN RESET ACCORDING TO 1971
 QQ0527'MEASUREMENTS.
 QQ0527
 QQ0527                          STATION RECOVERY (1975)
 QQ0527
 QQ0527'RECOVERY NOTE BY MN HIGHWAY DEPT 1975 (OCO)
 QQ0527'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 QQ0527'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  BOTH
 QQ0527'REFERENCE MARKS ARE NOW IN CULTIVATED FIELDS.  REFERENCE MARK
 QQ0527'NUMBER 2 APPEARS TO HAVE BEEN MOVED BY AN UNKNOWN PARTY AS THE
 QQ0527'ARROW WAS POINTING IN THE WRONG DIRECTION AND THE DISTANCE TO
 QQ0527'THE STATION DID NOT CHECK.  ADDITIONS AND CORRECTIONS TO THE
 QQ0527'DESCRIPTION FOLLOW--
 QQ0527'
 QQ0527'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND
 QQ0527'COUNTY ROAD 7 IN MARIETTA, GO WEST ON TRUNK HIGHWAY 40 FOR 1.7
 QQ0527'MILES TO THE STATE LINE ROAD, TURN RIGHT AND GO NORTH ON THE STATE
 QQ0527'LINE ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 QQ0527'
 QQ0527'THE STATION IS 28.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 QQ0527'33 FEET NORTH OF THE CENTER OF AN ENTRANCE AND 3.5 FEET SOUTH OF A
 QQ0527'STEEL WITNESS POST.
 QQ0527'
 QQ0527'REFERENCE MARK NUMBER 1 IS 78.0 FEET EAST OF THE CENTERLINE OF THE
 QQ0527'ROAD, 30 FEET NORTH OF THE CENTER OF A ROAD AND IT PROJECTS 1.0
 QQ0527'FOOT ABOVE THE SURFACE OF THE GROUND.
 QQ0527'
 QQ0527'REFERENCE MARK NUMBER 2 IS 34.5 FEET EAST OF THE CENTERLINE
 QQ0527'OF THE ROAD, 107 FEET SOUTH OF THE CENTER OF A ROAD AND IT PROJECTS
 QQ0527'1.0 FOOT ABOVE THE SURFACE OF THE GROUND.
 QQ0527'
 QQ0527'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 QQ0527'STATE LINE ROAD FOR 0.1 MILE TO SOUTH DAKOTA TRUNK HIGHWAY 20,
 QQ0527'TURN RIGHT AND GO WEST ON TRUNK HIGHWAY 20 FOR 0.6 MILE TO THE
 QQ0527'MARK ON THE RIGHT.
 QQ0527'
 QQ0527'THE AZIMUTH MARK IS 31.2 FEET NORTH OF THE CENTERLINE OF TRUNK
 QQ0527'HIGHWAY 20, 1.7 FEET NORTH OF AN EAST-WEST FENCELINE, 1.0 FOOT
 QQ0527'WEST OF A NORTH-SOUTH FENCELINE, 126 FEET WEST OF A POWER POLE,
 QQ0527'2.5 FEET NORTH OF A STEEL WITNESS POST AND IT PROJECTS 0.4 FOOT
 QQ0527'ABOVE THE SURFACE OF THE GROUND.
 QQ0527'
 QQ0527'1/2 INCH SQUARE BY 0.8 FOOT LONG BOAT SPIKES BURIED ADJACENT TO
 QQ0527'REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND THE AZIMUTH
 QQ0527'MARK MAKE THESE MARKS MAGNETIC.
 QQ0527'
 QQ0527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 QQ0527'MARIETTA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1054 ***********************************************************************
 PT1054  DESIGNATION -  METRE
 PT1054  PID         -  PT1054
 PT1054  STATE/COUNTY-  SD/JONES
 PT1054  COUNTRY     -  US
 PT1054  USGS QUAD   -  WENDTE SW (2017)
 PT1054
 PT1054                         *CURRENT SURVEY CONTROL
 PT1054  ______________________________________________________________________
 PT1054* NAD 83(1996) POSITION- 44 04 04.33581(N) 100 38 10.83785(W)   ADJUSTED
 PT1054* NAVD 88 ORTHO HEIGHT -   659.67  (+/-2cm)     2164.3   (feet) VERTCON3
 PT1054  ______________________________________________________________________
 PT1054  GEOID HEIGHT    -        -23.888 (meters)                     GEOID18
 PT1054  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 PT1054  HORZ ORDER      -  FIRST
 PT1054  VERT ORDER      -  THIRD ? (See Below)
 PT1054
 PT1054.The horizontal coordinates were established by classical geodetic methods
 PT1054.and adjusted by the National Geodetic Survey in January 1998.
 PT1054
 PT1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1054
 PT1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1054.GEOID18 height accuracy estimate available here.
 PT1054
 PT1054.The vertical order pertains to the NGVD 29 superseded value.
 PT1054
 PT1054.Click photographs - Photos may exist for this station.
 PT1054
 PT1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1054
 PT1054. The following values were computed from the NAD 83(1996) position.
 PT1054
 PT1054;                    North         East     Units Scale Factor Converg.
 PT1054;SPC SD S     -   192,740.041   575,725.970   MT  0.99993761   -0 12 32.5
 PT1054;SPC SD S     -   632,347.95  1,888,860.95   sFT  0.99993761   -0 12 32.5
 PT1054;UTM  14      - 4,880,712.844   368,956.624   MT  0.99981120   -1 08 17.7
 PT1054
 PT1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1054!SPC SD S     -   0.99990032  x   0.99993761  =   0.99983793
 PT1054!UTM  14      -   0.99990032  x   0.99981120  =   0.99971154
 PT1054
 PT1054:                Primary Azimuth Mark                     Grid Az
 PT1054:SPC SD S     -  METRE AZ MK                              264 58 06.1
 PT1054:UTM  14      -  METRE AZ MK                              265 53 51.3
 PT1054
 PT1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6895680712(NAD 83)
 PT1054
 PT1054|---------------------------------------------------------------------|
 PT1054| PID    Reference Object                     Distance      Geod. Az  |
 PT1054|                                                           dddmmss.s |
 PT1054| CO6390 METRE RM 2                           21.913 METERS 09138     |
 PT1054| CO6389 METRE RM                             49.072 METERS 18120     |
 PT1054| CO6388 METRE AZ MK                                        2644533.6 |
 PT1054|---------------------------------------------------------------------|
 PT1054
 PT1054                          SUPERSEDED SURVEY CONTROL
 PT1054
 PT1054  NAD 83(1986)-  44 04 04.33126(N)    100 38 10.84104(W) AD(       ) 1
 PT1054  NAD 27      -  44 04 04.38300(N)    100 38 09.35800(W) AD(       ) 1
 PT1054  NGVD 29             659.24   (m)         2162.9    (f) LEVELING    3  
 PT1054
 PT1054.Superseded values are not recommended for survey control.
 PT1054
 PT1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1054.See file dsdata.pdf to determine how the superseded data were derived.
 PT1054
 PT1054_MARKER: DS = TRIANGULATION STATION DISK
 PT1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1054_STAMPING: METRE 1924
 PT1054_MARK LOGO: CGS
 PT1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1054+STABILITY: SURFACE MOTION
 PT1054
 PT1054  HISTORY     - Date     Condition        Report By
 PT1054  HISTORY     - 1924     MONUMENTED       CGS
 PT1054  HISTORY     - 1934     GOOD             SDGS
 PT1054  HISTORY     - 1952     GOOD             CGS
 PT1054
 PT1054                          STATION DESCRIPTION
 PT1054
 PT1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PT1054'STATION IS ABOUT 3-1/2 MILES E AND 12 MILES N OF MURDO.  IT
 PT1054'IS 9 MILES N AND 2 MILES E OF THE WHITE CLAY BUTTES NEAR THE S
 PT1054'SIDE CENTER OF SEC. 5, T 1 N, R 29 E.  THE STATION IS IN OPEN
 PT1054'PRAIRIE ABOUT 50 METERS (164 FEET) N OF THE S SECTION LINE
 PT1054'AND 4.5 FEET E OF A WIRE FENCE ON THE N AND S QUARTER LINE.
 PT1054'
 PT1054'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PT1054'DISKS SET IN CONCRETE.
 PT1054'
 PT1054'THE REFERENCE MARK IS ABOUT 12 METERS (39 FEET) N OF THE
 PT1054'ROAD ON THE QUARTER-LINE FENCE.
 PT1054'
 PT1054'TO REACH FROM MURDO OR DRAPER FOLLOW THE CUSTER HIGHWAY TO A
 PT1054'GRADED ROAD LEADING N ON THE FIRST-SECTION LINE E OF WHITE
 PT1054'CLAY BUTTES.  GO N 9-1/2 MILES TO A ROAD ON THE CREST OF THE
 PT1054'DIVIDE LEADING E.  FOLLOW THIS ROAD E DOWN A BIG HILL COVERED
 PT1054'WITH SCATTERED PEBBLES ACROSS A CREEK AND UP A WINDING ROAD
 PT1054'N EASTWARD TO THE TOP OF THE DIVIDE WHERE THE ROAD NARROWS.
 PT1054'THE STATION IS 50 METERS (164 FEET) N OF THE N LINE FENCE OF
 PT1054'THE ROAD.
 PT1054'
 PT1054'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.35 METERS.
 PT1054
 PT1054                          STATION RECOVERY (1934)
 PT1054
 PT1054'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PT1054'THE ORIGINAL DESCRIPTION COVERS THE LOCATION OF THE STATION
 PT1054'VERY WELL.  THE STATION IS IN GOOD CONDITION.
 PT1054
 PT1054                          STATION RECOVERY (1952)
 PT1054
 PT1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1054'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN
 PT1054'GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 PT1054'IS NO LONGER ADEQUATE.  LOCATION DESCRIPTION IS ADEQUATE EXCEPT
 PT1054'THE STATION IS IN SECTION 4 INSTEAD OF 5 AS STATED IN THE
 PT1054'ORIGINAL DESCRIPTION.  A NEW DESCRIPTION FOLLOWS.
 PT1054'
 PT1054'THE STATION IS IN SECTION 4, T 1 N, R 29 E, ABOUT 12 MILES
 PT1054'NORTH AND 3-1/2 MILES EAST OF MURDO, 9 MILES NORTH AND 2 MILES
 PT1054'EAST OF WHITE CLAY BUTTE, 200 FEET NORTH OF THE CENTER OF A
 PT1054'TRACK ROAD, 165 FEET NORTH OF A WIRE FENCE AND 5 FEET SOUTHWEST
 PT1054'OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1054'
 PT1054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 PT1054'AND THE MAIN ROAD LEADING NORTH TO THE TOWN OF DRAPER, GO
 PT1054'WEST ON U.S. HIGHWAY 16 FOR 2.35 MILES TO A CROSS ROAD, (THIS
 PT1054'IS 0.1 MILE EAST OF THE JUNCTION OF THE OLD AND NEW HIGHWAY)
 PT1054'TURN RIGHT (NORTH) AND FOLLOW THE MAIN DIRT ROAD FOR 8.8
 PT1054'MILES TO A SIDE ROAD ON THE LEFT AND AN OLD SCHOOL HOUSE ON
 PT1054'THE RIGHT, CONTINUE NORTHERLY ON THE MAIN ROAD FOR 1.55 MILES
 PT1054'TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT (WEST) AND FOLLOW
 PT1054'THE TRACK ROAD FOR 2.5 MILES TO THE STATION ON THE RIGHT
 PT1054'AS DESCRIBED.  (NOTE.  IN WET WEATHER A FOUR-WHEEL DRIVE IS
 PT1054'NEEDED FOR THE LAST 2.5 MILES)
 PT1054'
 PT1054'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD 200 FEET SOUTH OF
 PT1054'THE STATION, GO WEST ON THE TRACK ROAD FOR 0.1 MILE TO A GATE
 PT1054'ON THE RIGHT, CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.2
 PT1054'MILE TO THE AZIMUTH MARK IN THE FENCE LINE AS DESCRIBED BELOW.
 PT1054'
 PT1054'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PT1054'METRE 1924.
 PT1054'
 PT1054'THE REFERENCE MARK IS 39 FEET NORTH OF THE CENTER OF THE
 PT1054'TRACK ROAD, AND 5 FEET NORTH A FENCE LINE.  THE MARK PROJECTS
 PT1054'3 INCHES AND THE DISK IS STAMPED METRE 1924.
 PT1054'
 PT1054'REFERENCE MARK 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED METRE
 PT1054'NO 2 1924.
 PT1054'
 PT1054'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF THE TRACK
 PT1054'ROAD, 5 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 2
 PT1054'FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 PT1054'THE DISK IS STAMPED METRE 1924.
 PT1054'
 PT1054'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1172 ***********************************************************************
 PT1172  DESIGNATION -  MEXICAN
 PT1172  PID         -  PT1172
 PT1172  STATE/COUNTY-  SD/HAAKON
 PT1172  COUNTRY     -  US
 PT1172  USGS QUAD   -  GRINDSTONE (2017)
 PT1172
 PT1172                         *CURRENT SURVEY CONTROL
 PT1172  ______________________________________________________________________
 PT1172* NAD 83(1996) POSITION- 44 14 08.83102(N) 101 58 03.57744(W)   ADJUSTED
 PT1172* NAVD 88 ORTHO HEIGHT -   856.    (meters)     2808.    (feet) SCALED
 PT1172  ______________________________________________________________________
 PT1172  GEOID HEIGHT    -        -19.980 (meters)                     GEOID18
 PT1172  LAPLACE CORR    -         -7.99  (seconds)                    DEFLEC18
 PT1172  HORZ ORDER      -  SECOND
 PT1172
 PT1172.The horizontal coordinates were established by classical geodetic methods
 PT1172.and adjusted by the National Geodetic Survey in January 1998.
 PT1172
 PT1172.The orthometric height was scaled from a topographic map.
 PT1172
 PT1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1172.GEOID18 height accuracy estimate available here.
 PT1172
 PT1172.Click photographs - Photos may exist for this station.
 PT1172
 PT1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1172
 PT1172. The following values were computed from the NAD 83(1996) position.
 PT1172
 PT1172;                    North         East     Units Scale Factor Converg.
 PT1172;SPC SD S     -   212,637.282   469,450.089   MT  0.99996492   -1 07 38.8
 PT1172;SPC SD S     -   697,627.48  1,540,187.50   sFT  0.99996492   -1 07 38.8
 PT1172;UTM  14      - 4,902,345.178   263,011.777   MT  1.00029078   -2 04 16.5
 PT1172;UTM  13      - 4,902,534.021   742,153.437   MT  1.00032122   +2 06 59.1
 PT1172
 PT1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1172!SPC SD S     -   0.99986886  x   0.99996492  =   0.99983378
 PT1172!UTM  14      -   0.99986886  x   1.00029078  =   1.00015960
 PT1172!UTM  13      -   0.99986886  x   1.00032122  =   1.00019003
 PT1172
 PT1172:                Primary Azimuth Mark                     Grid Az
 PT1172:SPC SD S     -  MEXICAN AZ MK                            359 02 08.9
 PT1172:UTM  14      -  MEXICAN AZ MK                            359 58 46.6
 PT1172:UTM  13      -  MEXICAN AZ MK                            355 47 31.0
 PT1172
 PT1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6301102345(NAD 83)
 PT1172
 PT1172|---------------------------------------------------------------------|
 PT1172| PID    Reference Object                     Distance      Geod. Az  |
 PT1172|                                                           dddmmss.s |
 PT1172| CP9963 MEXICAN RM 1                         12.396 METERS 17929     |
 PT1172| CP9965 MEXICAN RM 3                         18.491 METERS 26632     |
 PT1172| CP9962 MEXICAN AZ MK                                      3575430.1 |
 PT1172| CP9964 MEXICAN RM 2                         14.841 METERS 35924     |
 PT1172|---------------------------------------------------------------------|
 PT1172
 PT1172                          SUPERSEDED SURVEY CONTROL
 PT1172
 PT1172  NAD 83(1986)-  44 14 08.82339(N)    101 58 03.57930(W) AD(       ) 2
 PT1172  NAD 27      -  44 14 08.87570(N)    101 58 02.03750(W) AD(       ) 2
 PT1172
 PT1172.Superseded values are not recommended for survey control.
 PT1172
 PT1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1172.See file dsdata.pdf to determine how the superseded data were derived.
 PT1172
 PT1172_MARKER: DS = TRIANGULATION STATION DISK
 PT1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1172_STAMPING: MEXICAN 1950
 PT1172_MARK LOGO: CGS
 PT1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1172+STABILITY: SURFACE MOTION
 PT1172
 PT1172  HISTORY     - Date     Condition        Report By
 PT1172  HISTORY     - 1950     MONUMENTED       CGS
 PT1172  HISTORY     - 1961     GOOD             CGS
 PT1172
 PT1172                          STATION DESCRIPTION
 PT1172
 PT1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1172'STATION IS ABOUT 14 MILES NORTH AND 14-1/2 MILES WEST OF
 PT1172'PHILIP, ON THE RIGHT-OF-WAY OF A COUNTY ROAD.  IT IS 32
 PT1172'FEET EAST OF THE CENTER OF A DIRT ROAD, 6 FEET NORTH OF A
 PT1172'WITNESS POST AND 3 FEET WEST OF A WIRE FENCE.
 PT1172'
 PT1172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1172'AND STATE HIGHWAY 73 IN PHILIP.  GO NORTH ON HIGHWAY 73 FOR
 PT1172'9.5 MILES TO A T-ROAD LEFT AND A GATE ON THE RIGHT.  TURN
 PT1172'LEFT, GO WEST ON A DIRT ROAD FOR 8.6 MILES TO A CROSSROAD.
 PT1172'TURN RIGHT, NORTH, AND CONTINUE 3.8 MILES TO A CROSSROADS
 PT1172'AND A SCHOOL HOUSE.  TURN LEFT, WEST, AND CONTINUE 5.8 MILES
 PT1172'TO A CROSSROADS AND THE AZIMUTH MARK.  TURN LEFT, AND GO
 PT1172'SOUTH 0.3 MILE TO THE STATION ON THE LEFT.
 PT1172'
 PT1172'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MEXICAN
 PT1172'1950.
 PT1172'
 PT1172'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE CENTER OF THE
 PT1172'ROAD AND 3 FEET WEST OF THE FENCE.  THE MARK PROJECTS 4
 PT1172'INCHES AND THE DISK IS STAMPED MEXICAN NO 1 1950.
 PT1172'
 PT1172'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE CENTER OF THE
 PT1172'ROAD AND 3 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 PT1172'2 INCHES AND THE DISK IS STAMPED MEXICAN NO 2 1950.
 PT1172'
 PT1172'THE AZIMUTH MARK IS 48 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS,
 PT1172'9 FEET SOUTH OF A FENCE CORNER, AND 3 FEET SOUTH OF A WITNESS
 PT1172'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1172'MEXICAN 1950.
 PT1172'
 PT1172'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1172'SQUARE CONCRETE POSTS.
 PT1172'
 PT1172'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 PT1172
 PT1172                          STATION RECOVERY (1961)
 PT1172
 PT1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1172'STATION RECOVERED WITH THE FOLLOWING CHANGES NOTED--ROAD
 PT1172'GRADER WORK HAS DEEPENED THE BORROW PIT NEXT TO THE STATION
 PT1172'AND REFERENCE MARKS ONE AND TWO LEAVING THESE MARKS EXPOSED
 PT1172'12 TO 15 INCHES ON THE WEST SIDE.  REFERENCE MARK TWO APPEARS
 PT1172'SLIGHTLY TILTED TO THE WEST.  REFERENCE MARK NUMBER THREE AND
 PT1172'METAL WITNESS POSTS WITH SIGNS WERE SET AT THIS TIME.  A
 PT1172'COMPLETE DESCRIPTION FOLLOWS--
 PT1172'
 PT1172'LOCATED, AIRLINE, ABOUT 21 MILES NORTHEAST OF WALL, 20-1/4
 PT1172'MILES NORTHWEST OF PHILIP ON THE EAST SIDE RIGHT-OF-WAY OF A
 PT1172'GRADED, GRAVEL, ROAD NEAR THE HEAD OF DRAINAGE TO NORTH AND
 PT1172'SOUTH IN SECTION 9, T 3 N, R 18 E.
 PT1172'
 PT1172'TO REACH FROM THE POST OFFICE IN PHILIP GO WEST ON PINE STREET
 PT1172'0.95 MILE TO U.S. HIGHWAY 14.  CONTINUE WEST-SOUTHWEST ON THE
 PT1172'HIGHWAY 0.2 MILE ACROSS THE BAD RIVER TO A FORK ON THE RIGHT.
 PT1172'TAKE THE RIGHT FORK AND FOLLOW THE MAIN GRADED, GRAVEL, ROAD
 PT1172'WEST AND NORTH 16.1 MILES UP THE BAD RIVER VALLEY TO A BRIDGE
 PT1172'ACROSS THE RIVER.  CONTINUE WEST ON THE MAIN ROAD 3.0 MILES
 PT1172'TO A CROSS ROAD.  TURN RIGHT AND GO NORTH 2.3 MILES TO THE
 PT1172'BRIDGE IN GRINDSTONE COMMUNITY.  CONTINUE NORTH AND WEST 5.9
 PT1172'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 PT1172'0.6 MILE TO THE STATION ON THE RIGHT.
 PT1172'
 PT1172'THE STATION MARK, A STANDARD DISK STAMPED MEXICAN 1950 SET
 PT1172'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT EXPOSED 12
 PT1172'INCHES ON THE WEST SIDE, IS 31.3 FEET EAST OF THE CENTER OF
 PT1172'THE ROAD, 3.7 FEET SOUTHWEST OF A WITNESS POST AND SIGN, AND
 PT1172'3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 PT1172'
 PT1172'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED MEXICAN
 PT1172'NO. 1 1950 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 PT1172'PROJECTING 2 INCHES ABOVE GROUND, IS 31.3 FEET EAST OF THE
 PT1172'CENTER OF THE ROAD, 2.4 FEET WEST OF EAST RIGHT-OF-WAY FENCE
 PT1172'AT THE SAME ELEVATION AS THE STATION.
 PT1172'
 PT1172'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED MEXICAN
 PT1172'NO. 2 1950 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 PT1172'EXPOSED 12 INCHES ON THE WEST SIDE, IS 31.3 FEET EAST OF THE
 PT1172'CENTER OF THE ROAD, 3.7 FEET WEST OF THE EAST RIGHT-OF-WAY
 PT1172'FENCE AT THE SAME ELEVATION AS THE STATION.
 PT1172'
 PT1172'REFERENCE MARK NUMBER THREE, A STANDARD DISK STAMPED MEXICAN
 PT1172'NO 3 1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT1172'FLUSH WITH THE GROUND, IS 29 FEET WEST OF THE CENTER OF THE
 PT1172'ROAD, 0.8 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, AT THE
 PT1172'SAME ELEVATION AS THE STATION.
 PT1172'
 PT1172'THE AZIMUTH MARK, A STANDARD DISK STAMPED MEXICAN 1950 SET IN
 PT1172'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3
 PT1172'INCHES ABOVE GROUND, IS 50.2 FEET SOUTHWEST OF THE CENTER
 PT1172'OF CROSSROADS, 8.7 FEET SOUTH OF FENCE CORNER POST, AND 1.5
 PT1172'FEET SOUTH OF METAL WITNESS POST.  TO REACH GO NORTH FROM
 PT1172'THE STATION 0.3 MILE TO MARK ON THE LEFT.  THE DISK ON THE
 PT1172'AZIMUTH MARK HAS BEEN POUNDED ON BUT IS NOT LOOSE.
 PT1172'
 PT1172'THE PICTURE POINT FOR PHOTO CONTROL IS THE INTERSECTION OF
 PT1172'THE CENTERS OF THE GRAVELED NORTH-SOUTH ROAD AND ROADS INTO
 PT1172'FIELDS EAST AND WEST ACROSS THE BORROW PITS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0036 ***********************************************************************
 OR0036  SACS        -  This is a Secondary Airport Control Station.
 OR0036  DESIGNATION -  MHE AP STA A
 OR0036  PID         -  OR0036
 OR0036  STATE/COUNTY-  SD/DAVISON
 OR0036  COUNTRY     -  US
 OR0036  USGS QUAD   -  LOOMIS (2017)
 OR0036
 OR0036                         *CURRENT SURVEY CONTROL
 OR0036  ______________________________________________________________________
 OR0036* NAD 83(2011) POSITION- 43 46 07.13068(N) 098 02 05.51440(W)   ADJUSTED
 OR0036* NAD 83(2011) ELLIP HT-   370.840 (meters)        (06/27/12)   ADJUSTED
 OR0036* NAD 83(2011) EPOCH   -  2010.00
 OR0036* NAVD 88 ORTHO HEIGHT -   396.906 (meters)     1302.18  (feet) ADJUSTED
 OR0036  ______________________________________________________________________
 OR0036  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 OR0036  NAD 83(2011) X  -   -644,863.884 (meters)                     COMP
 OR0036  NAD 83(2011) Y  - -4,568,272.929 (meters)                     COMP
 OR0036  NAD 83(2011) Z  -  4,389,821.091 (meters)                     COMP
 OR0036  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 OR0036  DYNAMIC HEIGHT  -        396.811 (meters)     1301.87  (feet) COMP
 OR0036  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 OR0036
 OR0036  VERT ORDER      -  FIRST     CLASS II
 OR0036
 OR0036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR0036  Standards:
 OR0036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR0036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR0036  -------------------------------------------------------------------
 OR0036  NETWORK    0.92   2.35           0.44   0.27   1.20     -0.02970146
 OR0036  -------------------------------------------------------------------
 OR0036  Click here for local accuracies and other accuracy information.
 OR0036
 OR0036.This mark is at Mitchell Airport (MHE)
 OR0036
 OR0036.The horizontal coordinates were established by GPS observations
 OR0036.and adjusted by the National Geodetic Survey in June 2012.
 OR0036
 OR0036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR0036.been affixed to the stable North American tectonic plate. See 
 OR0036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR0036
 OR0036.The horizontal coordinates are valid at the epoch date displayed above
 OR0036.which is a decimal equivalence of Year/Month/Day.
 OR0036
 OR0036.The orthometric height was determined by differential leveling and
 OR0036.adjusted by the NATIONAL GEODETIC SURVEY
 OR0036.in October 1997.
 OR0036
 OR0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0036.GEOID18 height accuracy estimate available here.
 OR0036
 OR0036.Click photographs - Photos may exist for this station.
 OR0036
 OR0036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR0036
 OR0036.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0036
 OR0036.The ellipsoidal height was determined by GPS observations
 OR0036.and is referenced to NAD 83.
 OR0036
 OR0036.The dynamic height is computed by dividing the NAVD 88
 OR0036.geopotential number by the normal gravity value computed on the
 OR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0036.degrees latitude (g = 980.6199 gals.).
 OR0036
 OR0036.The modeled gravity was interpolated from observed gravity values.
 OR0036
 OR0036. The following values were computed from the NAD 83(2011) position.
 OR0036
 OR0036;                    North         East     Units Scale Factor Converg.
 OR0036;SPC SD S     -   162,011.800   785,025.999   MT  0.99991030   +1 35 08.2
 OR0036;SPC SD S     -   531,533.71  2,575,539.47   sFT  0.99991030   +1 35 08.2
 OR0036;UTM  14      - 4,846,630.134   577,679.037   MT  0.99967422   +0 40 03.6
 OR0036
 OR0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0036!SPC SD S     -   0.99994185  x   0.99991030  =   0.99985216
 OR0036!UTM  14      -   0.99994185  x   0.99967422  =   0.99961609
 OR0036
 OR0036:                Primary Azimuth Mark                     Grid Az
 OR0036:SPC SD S     -  MHE ARP                                  332 02 48.6
 OR0036:UTM  14      -  MHE ARP                                  332 57 53.2
 OR0036
 OR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7767946630(NAD 83)
 OR0036
 OR0036|---------------------------------------------------------------------|
 OR0036| PID    Reference Object                     Distance      Geod. Az  |
 OR0036|                                                           dddmmss.s |
 OR0036| OR0037 MHE ARP                             APPROX. 0.6 KM 3333756.8 |
 OR0036|---------------------------------------------------------------------|
 OR0036
 OR0036                          SUPERSEDED SURVEY CONTROL
 OR0036
 OR0036  NAD 83(2007)-  43 46 07.13069(N)    098 02 05.51527(W) AD(2002.00) 0
 OR0036  ELLIP H (02/10/07)  370.868  (m)                       GP(2002.00)    
 OR0036  ELLIP H (03/16/99)  371.207  (m)                       GP(       ) 4 1
 OR0036  NAD 83(1996)-  43 46 07.13039(N)    098 02 05.51496(W) AD(       ) 1
 OR0036  ELLIP H (01/20/99)  370.892  (m)                       GP(       ) 4 2
 OR0036  NAD 83(1996)-  43 46 07.12144(N)    098 02 05.50945(W) AD(       ) 2
 OR0036  ELLIP H (01/23/98)  371.166  (m)                       GP(       ) 4 1
 OR0036  ELLIP H (08/18/97)  371.104  (m)                       GP(       ) 4 1
 OR0036  NAD 83(1986)-  43 46 07.13835(N)    098 02 05.48941(W) AD(       ) 2
 OR0036  NAVD 88             396.91   (m)         1302.2    (f) LEVELING    3  
 OR0036  NAVD 88             396.92   (m)         1302.2    (f) LEVELING    3  
 OR0036  NAVD 88 (06/15/91)  396.924  (m)         1302.24   (f) SUPERSEDED  1 2
 OR0036  NGVD 29             396.63   (m)         1301.3    (f) LEVELING    3  
 OR0036  NGVD 29 (??/??/92)  396.627  (m)         1301.27   (f) ADJ UNCH    1 2
 OR0036
 OR0036.Superseded values are not recommended for survey control.
 OR0036
 OR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0036.See file dsdata.pdf to determine how the superseded data were derived.
 OR0036
 OR0036_MARKER: DT = TOPOGRAPHIC STATION DISK
 OR0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0036_STAMPING: AP 1964 STA A
 OR0036_MARK LOGO: CGS
 OR0036_PROJECTION: FLUSH
 OR0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0036+STABILITY: SURFACE MOTION
 OR0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0036+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2010
 OR0036
 OR0036  HISTORY     - Date     Condition        Report By
 OR0036  HISTORY     - 1964     MONUMENTED       CGS
 OR0036  HISTORY     - 1971     GOOD             NGS
 OR0036  HISTORY     - 19890616 GOOD             NGS
 OR0036  HISTORY     - 19921026 GOOD
 OR0036  HISTORY     - 19950630 GOOD             NGS
 OR0036  HISTORY     - 19960502 GOOD             NGS
 OR0036  HISTORY     - 19981122 GOOD             NGS
 OR0036  HISTORY     - 20100315 GOOD             WOOLPT
 OR0036
 OR0036                          STATION DESCRIPTION
 OR0036
 OR0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0036'AT MITCHELL MUNI AIRPORT.
 OR0036'IN THE SOUTH CENTRAL PART OF THE AIRPORT, 50.00 FT SW OF A POINT
 OR0036'ON THE SW EDGE OF THE NW-SE RUNWAY WHICH IS 422.34 FT NW
 OR0036'OF THE SE END OF THE RUNWAY, 125.00 FT SW OF THE CENTERLINE
 OR0036'OF THE RUNWAY, 40.0 FT SW OF THE 1ST RUNWAY LIGHT NW OF A
 OR0036'TAXIWAY, 178 FT N OF THE CENTERLINE OF A TAXIWAY.  A STANDARD
 OR0036'TOPOGRAPHIC STATION DISK, STAMPED AP 1964 STA. A SET IN THE
 OR0036'TOP OF A 9 IN DIAMETER CONCRETE MONUMENT WHICH IS FLUSH WITH
 OR0036'THE GROUND.
 OR0036
 OR0036                          STATION RECOVERY (1971)
 OR0036
 OR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OR0036'STATION IS LOCATED ON THE MITCHELL MUNICIPAL AIRPORT NORTH OF THE CITY
 OR0036'OF MITCHELL, SD.
 OR0036'TO REACH THE STATION FROM THE RAMP AREA PROCEED SOUTHEAST ON THE
 OR0036'TAXIWAY RUNNING PARALLEL TO RUNWAY 12/30 THE THE JUNCTION OF RUNWAYS
 OR0036'AND STATION WEST OF THE JUNCTION OF RUNWAYS AND NORTH OF THE TAXIWAY
 OR0036'CONNECTING TO THE JUNCTION.
 OR0036'IT IS 125.0 FT (38.10 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 12/30,
 OR0036'40.0 FT (12.19 M) WEST OF THE FIRST RUNWAY LIGHT (SHOWS WHITE) NORTH
 OR0036'OF THE CONNECTING TAXIWAY AND 178.0 FT (54.25 M) NORTH OF THE
 OR0036'CENTERLINE OF THE TAXIWAY.
 OR0036
 OR0036                          STATION RECOVERY (1989)
 OR0036
 OR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OR0036'IN THE SOUTH CENTRAL PART OF THE AIRPORT,50.0 FT.  SW OF A POINT ON
 OR0036'THE SOUTH EDGE OF THE NW SE RUNWAY WHICH IS 422.34 FEET (128.73 M) NW
 OR0036'OF THE SE END OF THE RUNWAY 125.0 FEET (38.1 M) SW OF THE CENTERLINE
 OR0036'END OF THE RUNWAY 40.0 FT. (12.2 M) SW OF THE FIRST RUNWAY LIGHT NW OF
 OR0036'A TAXIWAY 178.0 FEET (54.3 M) N OF THE CL OF A TAXIWAY.  STATION IS A
 OR0036'STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA A SET IN THE TOP OF A
 OR0036'NINI-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OR0036
 OR0036                          STATION RECOVERY (1992)
 OR0036
 OR0036'RECOVERED 1992
 OR0036'RECOVERED IN GOOD CONDITION.
 OR0036
 OR0036                          STATION RECOVERY (1995)
 OR0036
 OR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0036'8.8 KM (5.45 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 OR0036'INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), THENCE 0.9 KM (0.55 MI)
 OR0036'WESTERLY ALONG NATIONAL GUARD ROAD, THENCE 0.9 KM (0.55 MI) NORTHERLY
 OR0036'ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ALONG A
 OR0036'PAVED ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY ACROSS AN APRON, THENCE
 OR0036'0.4 KM (0.25 MI) SOUTHEASTERLY ALONG TAXIWAY C, 50.9 M (167.0 FT)
 OR0036'NORTHWEST OF AND LEVEL WITH THE TAXIWAY CENTER, 38.2 M (125.3 FT)
 OR0036'SOUTHWEST OF THE CENTERLINE OF RUNWAY 12-30, 36.2 M (118.8 FT)
 OR0036'NORTHEAST OF THE NORTH END OF A SIGN (C 12 30 17 35), AND THE MONUMENT
 OR0036'IS FLUSH WITH THE GROUND SURFACE.
 OR0036
 OR0036                          STATION RECOVERY (1996)
 OR0036
 OR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0036'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF MITCHELL AND
 OR0036'12.0 MI (19.3 KM) NORTHEAST OF MOUNT VERNON, AT THE MITCHELL MUNICIPAL
 OR0036'AIRPORT.  OWNERSHIP--CITY OF MITCHELL, 5971 HANGAR RD, MITCHELL SD
 OR0036'57301.  THE AIRPORT MANAGER IS DWAYNE GEBEL, PHONE 605-996-1228.
 OR0036'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH
 OR0036'THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 90, STATE HIGHWAY 37
 OR0036'(E HAVENS ST) AND STATE HIGHWAY 38 EAST IN MITCHELL, GO WEST 0.5 MI
 OR0036'(0.8 KM) TO HIGHWAY NORTH 37 (S SANBORN BLVD).  TURN RIGHT, NORTH ON
 OR0036'HIGHWAY NORTH 37 FOR 1.9 MI (3.1 KM) TO A STOPLIGHT.  TURN LEFT, NORTH
 OR0036'ON STATE HIGHWAY 37 NORTH (NORTH MAIN ST) FOR 2.15 MI (3.46 KM) TO
 OR0036'NATIONAL GUARD RD. TURN LEFT, WEST FOR 0.6 MI (1.0 KM) TO AIRPORT ROAD
 OR0036'ON THE RIGHT.  TURN RIGHT, NORTH FOR 0.5 MI (0.8 KM) TO A ROAD ON THE
 OR0036'RIGHT.  TURN RIGHT, NORTH-NORTHEAST FOR 0.1 MI (0.2 KM) TO THE AIRPORT
 OR0036'OFFICE ON THE LEFT AND GATE STRAIGHT AHEAD.  CONTINUE NORTH-NORTHEAST
 OR0036'THROUGH GATE AND GO 0.1 MI (0.2 KM) EAST ACROSS APRON TO TAXIWAY C.
 OR0036'BEAR RIGHT AND GO 0.25 MI (0.40 KM) TO THE RUNWAY AND THE STATION ON
 OR0036'THE LEFT.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN A
 OR0036'NINE-INCH ROUND CONCRETE MONUMENT.  IT IS 167.5 FT (51.1 M)
 OR0036'SOUTH-SOUTHEAST OF RUNWAY INDICATOR SIGN 30, 120.9 FT (36.9 M)
 OR0036'SOUTHWEST OF THE CENTERLINE OF RUNWAY 12/30, 117.5 FT (35.8 M) NORTH
 OR0036'OF THE NORTH CORNER OF TAXIWAY INDICATOR SIGN C, 40.0 FT (12.2 M) WEST
 OR0036'OF THE FIRST RUNWAY LIGHT (SHOWS WHITE) NORTH OF THE CONNECTING
 OR0036'TAXIWAY AND 1.0 FT (0.3 M) NORTHWEST OF A FIBER GLASS WITNESS POST.
 OR0036'THIS IS A SECONDARY AIRPORT CONTROL STATION.
 OR0036
 OR0036                          STATION RECOVERY (1998)
 OR0036
 OR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 OR0036'STATION IS LOCATED ON THE MITCHELL MUNICIPAL AIRPORT NORTH OF THE CITY
 OR0036'OF MITCHELL, SD.  OWNERSHIP-- CITY OF MITCHELL.  POINT OF CONTACT IS
 OR0036'DWANYE GEBEL,AIRPORT MANAGER, 5971 HANGER ROAD MITCHELL,SD 57301
 OR0036'PHONE-- 605-996-1228.  NOTE-- CONTACT AIRPORT MANAGER PROIR TO
 OR0036'ENTERING AIRPORT PROPERTY.  TO REACH THE STATION FROM IH 90 BUS.,ST.
 OR0036'HWY 37 AND ST.  HWY 38 IN MITCHELL, GO WEST 0.5 MI (0.8 KM) TO HWY 37,
 OR0036'TURN RIGHT,NORTH ON HWY 37 AND TRAVEL FOR 1.9 MI (3.1 KM) TO A
 OR0036'STOPLIGHT.  TURN LEFT, NORTH ON HWY 37 AND TRAVEL FOR 2.15 MI. (3.46
 OR0036'KM) TURN LEFT ON NATIONAL GUARD RD, TRAVEL WEST FOR 0.6 MI (1.0 KM) TO
 OR0036'AIRPORT RD.,TURN RIGHT ON AIRPORT RD.  AND TRAVEL FOR NORTH FOR 0.5 MI
 OR0036'(0.8 KM) TO HANGER RD., TURN RIGHT AND TRAVEL 0.1 MI (0.2 KM) TO A
 OR0036'GATE.  CONTINUE NORTH-NORTHEAST THRU GATE AND GO 0.1 MI (0.2 KM)
 OR0036'ACROSS APRON TO TWY C, BEAR RIGHT AND GO 0.25 MI (0.40 KM) TO THE
 OR0036'RUNWAY AND STATION ON THE LEFT IN GRASS INFIELD.  THE STATION IS SET
 OR0036'IN A ROUND CONCRETE POST.  THE STATION IS A STANDARD USCGS TOPOGRAPHIC
 OR0036'DISK STAMPED -- AP 1964 STA A .THE STATION IS 167.5 FT (51.1 M)
 OR0036'SOUTH-SOUTHEAST OF RUNWAY INDICATOR SIGN, 120.9 FT (36.9 M) SOUTHWEST
 OR0036'OF THE RUNWAY CENTERLINE, 117.5 FT (35.8 M) NORTH OF THE NORTH CORNER
 OR0036'TWY INDICATOR SIGN AND 1.0 FT (0.3 M) NORTHWEST OF FIBERGLASS WITNESS
 OR0036'POST.  THIS A SECONDARY AIRPORT CONTROL STATION.
 OR0036
 OR0036                          STATION RECOVERY (2010)
 OR0036
 OR0036'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JAY)
 OR0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0037 ***********************************************************************
 OR0037  DESIGNATION -  MHE ARP
 OR0037  PID         -  OR0037
 OR0037  STATE/COUNTY-  SD/DAVISON
 OR0037  COUNTRY     -  US
 OR0037  USGS QUAD   -  LOOMIS (2017)
 OR0037
 OR0037                         *CURRENT SURVEY CONTROL
 OR0037  ______________________________________________________________________
 OR0037* NAD 83(2011) POSITION- 43 46 25.15108(N) 098 02 17.84201(W)   ADJUSTED
 OR0037* NAD 83(2011) ELLIP HT-   370.804 (meters)        (06/27/12)   ADJUSTED
 OR0037* NAD 83(2011) EPOCH   -  2010.00
 OR0037* NAVD 88 ORTHO HEIGHT -   396.861 (meters)     1302.03  (feet) ADJUSTED
 OR0037  ______________________________________________________________________
 OR0037  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 OR0037  NAD 83(2011) X  -   -645,083.103 (meters)                     COMP
 OR0037  NAD 83(2011) Y  - -4,567,853.366 (meters)                     COMP
 OR0037  NAD 83(2011) Z  -  4,390,222.704 (meters)                     COMP
 OR0037  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 OR0037  DYNAMIC HEIGHT  -        396.766 (meters)     1301.72  (feet) COMP
 OR0037  MODELED GRAVITY -    980,369.6   (mgal)                       NAVD 88
 OR0037
 OR0037  VERT ORDER      -  FIRST     CLASS II
 OR0037
 OR0037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR0037  Standards:
 OR0037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR0037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR0037  -------------------------------------------------------------------
 OR0037  NETWORK    1.14   2.41           0.53   0.37   1.23      0.06613146
 OR0037  -------------------------------------------------------------------
 OR0037  Click here for local accuracies and other accuracy information.
 OR0037
 OR0037.This mark is at Mitchell Airport (MHE)
 OR0037
 OR0037.The horizontal coordinates were established by GPS observations
 OR0037.and adjusted by the National Geodetic Survey in June 2012.
 OR0037
 OR0037.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR0037.been affixed to the stable North American tectonic plate. See 
 OR0037.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR0037
 OR0037.The horizontal coordinates are valid at the epoch date displayed above
 OR0037.which is a decimal equivalence of Year/Month/Day.
 OR0037
 OR0037.The orthometric height was determined by differential leveling and
 OR0037.adjusted by the NATIONAL GEODETIC SURVEY
 OR0037.in October 1997.
 OR0037
 OR0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0037.GEOID18 height accuracy estimate available here.
 OR0037
 OR0037.Click photographs - Photos may exist for this station.
 OR0037
 OR0037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR0037
 OR0037.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0037
 OR0037.The ellipsoidal height was determined by GPS observations
 OR0037.and is referenced to NAD 83.
 OR0037
 OR0037.The dynamic height is computed by dividing the NAVD 88
 OR0037.geopotential number by the normal gravity value computed on the
 OR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0037.degrees latitude (g = 980.6199 gals.).
 OR0037
 OR0037.The modeled gravity was interpolated from observed gravity values.
 OR0037
 OR0037. The following values were computed from the NAD 83(2011) position.
 OR0037
 OR0037;                    North         East     Units Scale Factor Converg.
 OR0037;SPC SD S     -   162,560.083   784,735.046   MT  0.99991053   +1 34 59.7
 OR0037;SPC SD S     -   533,332.54  2,574,584.90   sFT  0.99991053   +1 34 59.7
 OR0037;UTM  14      - 4,847,182.877   577,396.971   MT  0.99967368   +0 39 55.3
 OR0037
 OR0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0037!SPC SD S     -   0.99994186  x   0.99991053  =   0.99985239
 OR0037!UTM  14      -   0.99994186  x   0.99967368  =   0.99961556
 OR0037
 OR0037:                Primary Azimuth Mark                     Grid Az
 OR0037:SPC SD S     -  MHE AP STA A                             152 02 48.5
 OR0037:UTM  14      -  MHE AP STA A                             152 57 52.9
 OR0037
 OR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7739647182(NAD 83)
 OR0037
 OR0037|---------------------------------------------------------------------|
 OR0037| PID    Reference Object                     Distance      Geod. Az  |
 OR0037|                                                           dddmmss.s |
 OR0037| OR0036 MHE AP STA A                        APPROX. 0.6 KM 1533748.2 |
 OR0037| AC8007 MHE C                               245.428 METERS 23447     |
 OR0037|---------------------------------------------------------------------|
 OR0037
 OR0037                          SUPERSEDED SURVEY CONTROL
 OR0037
 OR0037  NAD 83(2007)-  43 46 25.15110(N)    098 02 17.84289(W) AD(2002.00) 0
 OR0037  ELLIP H (02/10/07)  370.832  (m)                       GP(2002.00)    
 OR0037  ELLIP H (03/16/99)  371.179  (m)                       GP(       ) 4 1
 OR0037  NAD 83(1996)-  43 46 25.15080(N)    098 02 17.84256(W) AD(       ) 1
 OR0037  ELLIP H (01/20/99)  370.860  (m)                       GP(       ) 4 2
 OR0037  NAD 83(1996)-  43 46 25.14223(N)    098 02 17.83743(W) AD(       ) 2
 OR0037  ELLIP H (01/23/98)  371.145  (m)                       GP(       ) 4 1
 OR0037  ELLIP H (08/18/97)  371.082  (m)                       GP(       ) 4 1
 OR0037  NAD 83(1986)-  43 46 25.15922(N)    098 02 17.81787(W) AD(       ) 2
 OR0037  NAVD 88             396.86   (m)         1302.0    (f) LEVELING    3  
 OR0037  NAVD 88             396.88   (m)         1302.1    (f) LEVELING    3  
 OR0037  NAVD 88 (06/15/91)  396.884  (m)         1302.11   (f) SUPERSEDED  1 2
 OR0037  NGVD 29             396.59   (m)         1301.1    (f) LEVELING    3  
 OR0037  NGVD 29 (??/??/92)  396.587  (m)         1301.14   (f) ADJ UNCH    1 2
 OR0037
 OR0037.Superseded values are not recommended for survey control.
 OR0037
 OR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0037.See file dsdata.pdf to determine how the superseded data were derived.
 OR0037
 OR0037_MARKER: DT = TOPOGRAPHIC STATION DISK
 OR0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0037_STAMPING: ARP 1964
 OR0037_MARK LOGO: CGS
 OR0037_PROJECTION: FLUSH
 OR0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0037+STABILITY: SURFACE MOTION
 OR0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0037+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2012
 OR0037
 OR0037  HISTORY     - Date     Condition        Report By
 OR0037  HISTORY     - 1964     MONUMENTED       CGS
 OR0037  HISTORY     - 19920615 GOOD             NGS
 OR0037  HISTORY     - 19921027 GOOD             NOS
 OR0037  HISTORY     - 19950630 GOOD             NGS
 OR0037  HISTORY     - 19960502 POOR             NGS
 OR0037  HISTORY     - 19981122 GOOD             NGS
 OR0037  HISTORY     - 20100315 GOOD             WOOLPT
 OR0037  HISTORY     - 20120124 GOOD             INDIV
 OR0037
 OR0037                          STATION DESCRIPTION
 OR0037
 OR0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0037'AT MITCHELL MUNI AIRPORT.
 OR0037'IN THE APPROXIMATE CENTER OF THE AIRPORT, IN A CULTIVATED
 OR0037'FIELD WHICH IS BETWEEN THE N-S RUNWAY AND THE NW-SE RUNWAY,
 OR0037'185 FT SE OF A LARGE COTTONWOOD TREE, 324 FT W OF THE WIND
 OR0037'TETRAHEDRON, 544.5 FT NE OF A POINT ON THE CENTERLINE OF THE
 OR0037'NW-SE RUNWAY THAT IS 2355 FT. NW OF THE SE END OF THE RUNWAY,
 OR0037'3.8 FT W OF A CREOSOTE POST WHICH IS 11 FT HIGH AND HAS A
 OR0037'WITNESS POST PLAQUE ATTACHED AT THE TOP.  A STANDARD TOPOGRAPHIC
 OR0037'STATION DISK, STAMPED ARP 1964 SET IN THE TOP OF A 9 INCH
 OR0037'DIAMETER CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
 OR0037
 OR0037                          STATION RECOVERY (1992)
 OR0037
 OR0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OR0037'THE STATION IS LOCATED APPROXIMATELY MIDFIELD NEAR THE WINDTREE AND
 OR0037'AWOS FACILITY.  THE STATION IS 544.5 FT (166.0 M) NE OF THE CENTERLINE
 OR0037'OF THE NW-SE RUNWAY, 324.0 FT (98.8 M) W OF A WIND TETRAHEDRON, 294.0
 OR0037'FT (89.6 M) SE OF THE CENTERLINE OF A ROAD LEADING TO THE AWOS, 251.5
 OR0037'FT (76.7 M) SE OF AWOS BROADCASTING TOWER, AND 3.8 FT.  (1.2 M) W OF
 OR0037'AN 11 FT (3.4 M) TALL WOODEN POST WITH A SURVEY MARKER SIGN ON TOP.
 OR0037'THE STATION IS A STRANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 9 IN.
 OR0037'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 1964.
 OR0037
 OR0037                          STATION RECOVERY (1992)
 OR0037
 OR0037'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 OR0037'THE STATION IS LOCATED AT THE MITCHELL MUNCIPAL AIRPORT IN MITCHELL
 OR0037',SD. THE STATION IS LOCATED APPROXIMATELY MIDFIELD NEAR THE AUTOMATED
 OR0037'WEATHER OBSERVING FACILITY (AWOS) AND THE WIND TETRAHEDRON (WINDSOCK)
 OR0037'TO REACH THE STATION FROM THE AIRPORT TERMINAL, HEAD NORTH ACROSS THE
 OR0037'RAMP TO THE TAXIWAY IMMEDIATELY LEADING TO THE NW-SE RUNWAY, CROSS
 OR0037'THE RUNWAY AND FOLLOW THE PAVED ROAD WHICH LEADS TO THE AUTOMATED
 OR0037'WEATHER OBSERVING STATION (AWOS). AT THE INTERSECTION OF THE PAVED
 OR0037'ROAD AND A GRAVEL ROAD HEADING NW-SE, TURN RIGHT HEADING SE FOR .05
 OR0037'MI (0.08 KM) TO THE STATION ON THE LEFT. THE STATION IS 544.5 FT
 OR0037'(165.96 M) NE OF THE CENTERLINE OF THE NW-SE RUNWAY, 324.0 FT
 OR0037'(98.76 M) W OF THE WIND TETRAHEDRON, 294.0 FT (89.61 M) SE OF THE
 OR0037'CENTERLINE OF A ROAD LEADING TO THE AUTOMATED WEATHER OBSERVING
 OR0037'FACILITY (AWOS), 251.5 FT (76.66 M) SE OF THE TOWER WHICH SERVES THE
 OR0037'ABOVE MENTIONED FACILITY, AND 3.8 FT (1.16 M) W OF AN 11 FT (3.35 M)
 OR0037'TALL WITNESS POST WITH SIGN.
 OR0037
 OR0037                          STATION RECOVERY (1995)
 OR0037
 OR0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0037'8.8 KM (5.45 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 OR0037'INTERSTATE HIGHWAY 90 IN MITCHELL (EXIT 332), THENCE 0.9 KM (0.55 MI)
 OR0037'WESTERLY ALONG NATIONAL GUARD ROAD, THENCE 0.9 KM (0.55 MI) NORTHERLY
 OR0037'ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ALONG A
 OR0037'PAVED ROAD, THENCE 0.3 KM (0.20 MI) NORTHERLY ACROSS AN APRON, THENCE
 OR0037'0.2 KM (0.10 MI) NORTHEASTERLY ALONG TAXIWAY B, THENCE 0.2 KM (0.10
 OR0037'MI) EASTERLY ACROSS RUNWAY 12-30 AND ALONG A PAVED ROAD AND THEN A
 OR0037'TRACK ROAD, 98.8 M (324.1 FT) WEST OF A TETRAHEDRON, 89.6 M (294.0 FT)
 OR0037'SOUTH OF THE ROAD CENTER, 76.7 M (251.6 FT) SOUTHEAST OF A TOWER, 3.8
 OR0037'M (12.5 FT) WEST OF A WITNESS POST, 0.6 M (2.0 FT) SOUTHEAST OF A
 OR0037'WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 OR0037'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OR0037
 OR0037                          STATION RECOVERY (1996)
 OR0037
 OR0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0037'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF MITCHELL AND
 OR0037'12.0 MI (19.3 KM) NORTHEAST OF MOUNT VERNON, AT THE MITCHELL MUNICIPAL
 OR0037'AIRPORT.  OWNERSHIP--CITY OF MITCHELL, 5971 HANGAR RD, MITCHELL SD
 OR0037'57301.  THE AIRPORT MANAGER IS DWAYNE GEBEL, PHONE 605-996-1228.
 OR0037'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH
 OR0037'THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 90, STATE HIGHWAY 37
 OR0037'(E HAVENS ST) AND STATE HIGHWAY 38 EAST IN MITCHELL, GO WEST 0.5 MI
 OR0037'(0.8 KM) TO HIGHWAY NORTH 37 (S SANBORN BLVD).  TURN RIGHT, NORTH ON
 OR0037'HIGHWAY NORTH 37 FOR 1.9 MI (3.1 KM) TO A STOPLIGHT.  TURN LEFT, NORTH
 OR0037'ON STATE HIGHWAY 37 NORTH (NORTH MAIN ST) FOR 2.15 MI (3.46 KM) TO
 OR0037'NATIONAL GUARD ROAD.  TURN LEFT, WEST FOR 0.6 MI (1.0 KM) TO AIRPORT
 OR0037'ROAD ON THE RIGHT.  TURN RIGHT, NORTH FOR 0.5 MI (0.8 KM) TO A ROAD ON
 OR0037'THE RIGHT.  TURN RIGHT, NORTH-NORTHEAST FOR 0.1 MI (0.2 KM) TO THE
 OR0037'AIRPORT OFFICE ON THE LEFT AND GATE STRAIGHT AHEAD.  CONTINUE
 OR0037'NORTH-NORTHEAST THROUGH GATE AND GO 0.05 MI (0.08 KM) TO THE CENTER OF
 OR0037'THE APRON.  TURN LEFT, NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 OR0037'TAXIWAYS A AND B.  BEAR RIGHT ON TAXIWAY B AND GO 0.1 MI (0.2 KM) TO
 OR0037'RUNWAY.  CONTINUE ACROSS RUNWAY TO A SMALL PAVED ROAD STRAIGHT AHEAD.
 OR0037'GO EAST-NORTHEAST FOR 0.1 MI (0.2 KM) TO A GRAVEL ROAD ON THE RIGHT.
 OR0037'TURN RIGHT, EAST-SOUTHEAST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 OR0037'LEFT.  THE STATION IS LOCATED 544.5 FT (166.0 M) NORTHEAST OF THE
 OR0037'CENTERLINE OF RUNWAY 12-30, 328.2 FT (100.0 M) SOUTHWEST OF THE WIND
 OR0037'TETRAHEDRON, 294.0 SOUTHEAST OF THE CENTERLINE OF A ROAD LEADING TO
 OR0037'THE AUTOMATED WEATHER OBSERVING TOWER, 156.0 FT (47.5 M)
 OR0037'NORTH-NORTHEAST OF A GRAVEL ROAD AND 3.8 FT (1.2 M) WEST OF AN 11.0 FT
 OR0037'(3.4 M) TALL WOODEN POLE WITH WITNESS POST SIGN.  NOTE--STABILITY OF
 OR0037'MARK QUESTIONABLE, MONUMENT MOVED WHEN KICKED.
 OR0037
 OR0037                          STATION RECOVERY (1998)
 OR0037
 OR0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 OR0037'THE STATION IS LOCATED APPROXIMATELY MIDFIELD NEAR THE WINDTREE AND
 OR0037'AWOS FACILITY.  THE STATION IS 544.5 FT (166.0 M) NE OF THE CENTERLINE
 OR0037'OF THE NW-SE RUNWAY, 324.0 FT (98.8 M) W OF A WIND TETRAHEDRON, 294.0
 OR0037'FT (89.6 M) SE OF THE CENTERLINE OF A ROAD LEADING TO THE AWOS, 251.5
 OR0037'FT (76.7 M) SE OF AWOS BROADCASTING TOWER, AND 3.8 FT.  (1.2 M) W OF
 OR0037'AN 11 FT (3.4 M) TALL WOODEN POST WITH A SURVEY MARKER SIGN ON TOP.
 OR0037'THE STATION IS A STRANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 9 IN.
 OR0037'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 1964.
 OR0037
 OR0037                          STATION RECOVERY (2010)
 OR0037
 OR0037'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JAY)
 OR0037'RECOVERED IN GOOD CONDITION.
 OR0037
 OR0037                          STATION RECOVERY (2012)
 OR0037
 OR0037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8007 ***********************************************************************
 AC8007  CBN         -  This is a Cooperative Base Network Control Station.
 AC8007  PACS        -  This is a Primary Airport Control Station.
 AC8007  DESIGNATION -  MHE C
 AC8007  PID         -  AC8007
 AC8007  STATE/COUNTY-  SD/DAVISON
 AC8007  COUNTRY     -  US
 AC8007  USGS QUAD   -  LOOMIS (2017)
 AC8007
 AC8007                         *CURRENT SURVEY CONTROL
 AC8007  ______________________________________________________________________
 AC8007* NAD 83(2011) POSITION- 43 46 20.56563(N) 098 02 26.80792(W)   ADJUSTED
 AC8007* NAD 83(2011) ELLIP HT-   369.924 (meters)        (06/27/12)   ADJUSTED
 AC8007* NAD 83(2011) EPOCH   -  2010.00
 AC8007* NAVD 88 ORTHO HEIGHT -   395.99  (meters)     1299.2   (feet) GPS OBS
 AC8007  ______________________________________________________________________
 AC8007  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8007  GEOID HEIGHT    -        -25.991 (meters)                     GEOID96
 AC8007  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 AC8007  NAD 83(2011) X  -   -645,295.264 (meters)                     COMP
 AC8007  NAD 83(2011) Y  - -4,567,921.640 (meters)                     COMP
 AC8007  NAD 83(2011) Z  -  4,390,119.898 (meters)                     COMP
 AC8007  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 AC8007
 AC8007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8007  Standards:
 AC8007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8007  -------------------------------------------------------------------
 AC8007  NETWORK    0.76   2.31           0.36   0.23   1.18     -0.05888723
 AC8007  -------------------------------------------------------------------
 AC8007  Click here for local accuracies and other accuracy information.
 AC8007
 AC8007.This mark is at Mitchell Airport (MHE)
 AC8007
 AC8007.The horizontal coordinates were established by GPS observations
 AC8007.and adjusted by the National Geodetic Survey in June 2012.
 AC8007
 AC8007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8007.been affixed to the stable North American tectonic plate. See 
 AC8007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8007
 AC8007.The horizontal coordinates are valid at the epoch date displayed above
 AC8007.which is a decimal equivalence of Year/Month/Day.
 AC8007
 AC8007.The orthometric height was determined by GPS observations and a
 AC8007.high-resolution geoid model.
 AC8007
 AC8007.GPS derived orthometric heights for airport stations designated as
 AC8007.PACS or SACS are published to 2 decimal places.  This maintains
 AC8007.centimeter relative accuracy between the PACS and SACS.  It does
 AC8007.not indicate centimeter accuracy relative to other marks which are
 AC8007.part of the published vertical control network.
 AC8007
 AC8007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8007.GEOID18 height accuracy estimate available here.
 AC8007
 AC8007.Click photographs - Photos may exist for this station.
 AC8007
 AC8007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8007
 AC8007.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8007
 AC8007.The ellipsoidal height was determined by GPS observations
 AC8007.and is referenced to NAD 83.
 AC8007
 AC8007. The following values were computed from the NAD 83(2011) position.
 AC8007
 AC8007;                    North         East     Units Scale Factor Converg.
 AC8007;SPC SD S     -   162,413.091   784,538.532   MT  0.99991047   +1 34 53.5
 AC8007;SPC SD S     -   532,850.28  2,573,940.17   sFT  0.99991047   +1 34 53.5
 AC8007;UTM  14      - 4,847,039.086   577,198.175   MT  0.99967330   +0 39 49.0
 AC8007
 AC8007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8007!SPC SD S     -   0.99994200  x   0.99991047  =   0.99985247
 AC8007!UTM  14      -   0.99994200  x   0.99967330  =   0.99961531
 AC8007
 AC8007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7719847039(NAD 83)
 AC8007
 AC8007|---------------------------------------------------------------------|
 AC8007| PID    Reference Object                     Distance      Geod. Az  |
 AC8007|                                                           dddmmss.s |
 AC8007| OR0037 MHE ARP                             245.428 METERS 05447     |
 AC8007|---------------------------------------------------------------------|
 AC8007
 AC8007                          SUPERSEDED SURVEY CONTROL
 AC8007
 AC8007  NAD 83(2007)-  43 46 20.56565(N)    098 02 26.80880(W) AD(2002.00) 0
 AC8007  ELLIP H (02/10/07)  369.953  (m)                       GP(2002.00)    
 AC8007  ELLIP H (04/15/04)  369.943  (m)                       GP(       ) 2 1
 AC8007  NAD 83(1996)-  43 46 20.56535(N)    098 02 26.80848(W) AD(       ) B
 AC8007  ELLIP H (04/18/97)  369.980  (m)                       GP(       ) 4 1
 AC8007
 AC8007.Superseded values are not recommended for survey control.
 AC8007
 AC8007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8007.See file dsdata.pdf to determine how the superseded data were derived.
 AC8007
 AC8007_MARKER: I = METAL ROD
 AC8007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8007_STAMPING: MHE C 1996
 AC8007_MARK LOGO: NGS
 AC8007_PROJECTION: FLUSH
 AC8007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8007+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2010
 AC8007_ROD/PIPE-DEPTH: 7.0 meters
 AC8007_SLEEVE-DEPTH  : 0.9 meters
 AC8007
 AC8007  HISTORY     - Date     Condition        Report By
 AC8007  HISTORY     - 1996     MONUMENTED       NGS
 AC8007  HISTORY     - 19981122 GOOD             NGS
 AC8007  HISTORY     - 20100315 GOOD             WOOLPT
 AC8007
 AC8007                          STATION DESCRIPTION
 AC8007
 AC8007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8007'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF MITCHELL AT THE
 AC8007'MITCHELL MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MITCHELL, 5971 HANGAR
 AC8007'ROAD MITCHELL, SD 57301.  THE AIRPORT MANAGER IS DWAYNE GEBEL, PHONE
 AC8007'605-996-1228.  TO REACH THE STATION FROM THE JUNCTION OF BUSINESS
 AC8007'HIGHWAY 90, STATE HIGHWAY 37 (EAST HAVENS STREET), AND STATE HIGHWAY
 AC8007'38 EAST IN MITCHELL, GO WEST FOR 0.5 MI (0.8 KM) TO STATE HIGHWAY 37
 AC8007'NORTH (SOUTH SANBORN BOULEVARD).  TURN RIGHT AND GO NORTH ON HIGHWAY
 AC8007'37 FOR 1.9 MI (3.1 KM) TO A STOPLIGHT.  TURN LEFT AND GO NORTH ON
 AC8007'STATE HIGHWAY 37 (NORTH MAIN STREET) FOR 2.15 MI (3.46 KM) TO NATIONAL
 AC8007'GUARD ROAD.  TURN LEFT AND GO WEST ON NATIONAL GUARD ROAD FOR 0.6 MI
 AC8007'(1.0 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 AC8007'AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO A ROAD ON THE RIGHT. TURN RIGHT
 AC8007'AND GO NORTH-NORTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AND
 AC8007'THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTH-NORTHEAST THRU THE
 AC8007'GATE FOR 0.05 MI (0.08 KM) TO THE END OF THE APRON.  TURN LEFT AND GO
 AC8007'NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF TAXIWAYS A AND B AND GO
 AC8007'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 AC8007'242.4 FT (73.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF RUNWAY 12-30,
 AC8007'182.3 FT (55.6 M) M) SOUTH OF THE SOUTHWEST CORNER OF A FOUNDATION FOR
 AC8007'AN APRON SIGN, 154.6 FT (47.1 M) EAST OF THE CENTERLINE OF TAXIWAY B,
 AC8007'AND 2.2 FT (0.7 M) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AC8007'POINT IS THROUGH A 5-INCH LOGO CAP.  THIS STATION WAS USED AS AN AREA
 AC8007'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AC8007
 AC8007                          STATION RECOVERY (1998)
 AC8007
 AC8007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC8007'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF MITCHELL AT THE
 AC8007'MITCHELL MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MITCHELL, 5971 HANGAR
 AC8007'ROAD MITCHELL, SD 57301.  THE AIRPORT MANAGER IS DWAYNE GEBEL, PHONE
 AC8007'605-996-1228.  TO REACH THE STATION FROM THE JUNCTION OF BUSINESS
 AC8007'HIGHWAY 90, STATE HIGHWAY 37 (EAST HAVENS STREET) , AND STATE HIGHWAY
 AC8007'38 EAST IN MITCHELL, GO WEST FOR 0.5 MI (0.8 KM) TO STATE HIGHWAY 37
 AC8007'NORTH (SOUTH SANBORN BOULEVARD) .  TURN RIGHT AND GO NORTH ON HIGHWAY
 AC8007'37 FOR 1.9 MI (3.1 KM) TO A STOPLIGHT.  TURN LEFT AND GO NORTH ON
 AC8007'STATE HIGHWAY 37 (NORTH MAIN STREET) FOR 2.15 MI (3.46 KM) TO NATIONAL
 AC8007'GUARD ROAD.  TURN LEFT AND GO WEST ON NATIONAL GUARD ROAD FOR 0.6 MI
 AC8007'(1.0 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 AC8007'AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO A ROAD ON THE RIGHT. TURN RIGHT
 AC8007'AND GO NORTH-NORTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AND
 AC8007'THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTH-NORTHEAST THRU THE
 AC8007'GATE FOR 0.05 MI (0.08 KM) TO THE END OF THE APRON.  TURN LEFT AND GO
 AC8007'NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF TAXIWAYS A AND B AND GO
 AC8007'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 AC8007'242.4 FT (73.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF RUNWAY 12-30,
 AC8007'182.3 FT (55.6 M) M) SOUTH OF THE SOUTHWEST CORNER OF A FOUNDATION FOR
 AC8007'AN APRON SIGN, 154.6 FT (47.1 M) EAST OF THE CENTERLINE OF TAXIWAY B,
 AC8007'AND 2.2 FT (0.7 M) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AC8007'POINT IS THROUGH A 5-INCH LOGO CAP.  THIS STATION WAS USED AS AN AREA
 AC8007'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AC8007
 AC8007                          STATION RECOVERY (2010)
 AC8007
 AC8007'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JAY)
 AC8007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1119 ***********************************************************************
 PT1119  DESIGNATION -  MID
 PT1119  PID         -  PT1119
 PT1119  STATE/COUNTY-  SD/ZIEBACH
 PT1119  COUNTRY     -  US
 PT1119  USGS QUAD   -  HIGH ELK HILL NW (2017)
 PT1119
 PT1119                         *CURRENT SURVEY CONTROL
 PT1119  ______________________________________________________________________
 PT1119* NAD 83(1996) POSITION- 44 55 57.40497(N) 101 25 14.06473(W)   ADJUSTED
 PT1119* NAVD 88 ORTHO HEIGHT -   735.    (meters)     2411.    (feet) SCALED
 PT1119  ______________________________________________________________________
 PT1119  GEOID HEIGHT    -        -21.048 (meters)                     GEOID18
 PT1119  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 PT1119  HORZ ORDER      -  THIRD
 PT1119
 PT1119.The horizontal coordinates were established by classical geodetic methods
 PT1119.and adjusted by the National Geodetic Survey in January 1998.
 PT1119
 PT1119.The orthometric height was scaled from a topographic map.
 PT1119
 PT1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1119.GEOID18 height accuracy estimate available here.
 PT1119
 PT1119.Click photographs - Photos may exist for this station.
 PT1119
 PT1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1119
 PT1119. The following values were computed from the NAD 83(1996) position.
 PT1119
 PT1119;                    North         East     Units Scale Factor Converg.
 PT1119;SPC SD N     -   123,138.042   487,873.400   MT  0.99994124   -1 00 19.4
 PT1119;SPC SD N     -   403,995.39  1,600,631.31   sFT  0.99994124   -1 00 19.4
 PT1119;UTM  14      - 4,978,314.955   308,998.071   MT  1.00004861   -1 42 36.4
 PT1119
 PT1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1119!SPC SD N     -   0.99988800  x   0.99994124  =   0.99982924
 PT1119!UTM  14      -   0.99988800  x   1.00004861  =   0.99993660
 PT1119
 PT1119:                Primary Azimuth Mark                     Grid Az
 PT1119:SPC SD N     -  MID AZ MK                                358 12 12.7
 PT1119:UTM  14      -  MID AZ MK                                358 54 29.7
 PT1119
 PT1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0899878314(NAD 83)
 PT1119
 PT1119|---------------------------------------------------------------------|
 PT1119| PID    Reference Object                     Distance      Geod. Az  |
 PT1119|                                                           dddmmss.s |
 PT1119| CP9970 MID RM 1                             18.132 METERS 17624     |
 PT1119| CP9971 MID RM 2                             15.859 METERS 29537     |
 PT1119| CP9969 MID AZ MK                                          3571153.3 |
 PT1119|---------------------------------------------------------------------|
 PT1119
 PT1119                          SUPERSEDED SURVEY CONTROL
 PT1119
 PT1119  NAD 83(1986)-  44 55 57.39708(N)    101 25 14.06430(W) AD(       ) 3
 PT1119  NAD 27      -  44 55 57.45400(N)    101 25 12.50600(W) AD(       ) 3
 PT1119
 PT1119.Superseded values are not recommended for survey control.
 PT1119
 PT1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1119.See file dsdata.pdf to determine how the superseded data were derived.
 PT1119
 PT1119_MARKER: DS = TRIANGULATION STATION DISK
 PT1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1119_STAMPING: MID 1952
 PT1119_MARK LOGO: CGS
 PT1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1119+STABILITY: SURFACE MOTION
 PT1119
 PT1119  HISTORY     - Date     Condition        Report By
 PT1119  HISTORY     - 1952     MONUMENTED       CGS
 PT1119
 PT1119                          STATION DESCRIPTION
 PT1119
 PT1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1119'THE STATION IS IN SECTION 11, T 11 N, R 22 E, ON THE RIGHT-OF-WAY
 PT1119'OF A DIRT ROAD, ABOUT 5-1/2 MILES SOUTH AND 1/2 MILE EAST OF
 PT1119'LANTRY, .05 MILE NORTH-NORTHWEST OF A FARM HOUSE, 21 FEET EAST
 PT1119'OF THE CENTER OF THE DIRT ROAD AND 4 FEET WEST OF A WIRE FENCE.
 PT1119'
 PT1119'TO REACH THE STATION FROM THE RAILROAD STATION IN LANTRY,
 PT1119'GO EAST ON U.S. HIGHWAY 212 FOR 0.65 MILE TO A CROSS ROAD, TURN
 PT1119'RIGHT AND GO SOUTH ON THE MAIN DIRT ROAD FOR 5.5 MILES TO THE
 PT1119'AZIMUTH MARK ON THE RIGHT AND TO A POINT WHERE THE MAIN ROAD
 PT1119'TURNS RIGHT, CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.25 MILE
 PT1119'TO THE STATION ON THE LEFT AS DESCRIBED.
 PT1119'
 PT1119'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1119'MID 1952.
 PT1119'
 PT1119'REFERENCE MARK 1 IS 25 FEET EAST OF THE CENTER OF THE DIRT
 PT1119'ROAD AND 2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 6
 PT1119'INCHES AND THE DISK IS STAMPED MID NO 1 1952.
 PT1119'
 PT1119'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE DIRT
 PT1119'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1119'MID NO 2 1952.
 PT1119'
 PT1119'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF THE DIRT
 PT1119'ROAD, 6 FEET NORTH OF A FENCE CORNER, 3 FEET SOUTH OF A 4 X 4
 PT1119'INCH WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.
 PT1119'
 PT1119'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0892 ***********************************************************************
 OR0892  DESIGNATION -  MIDDLE
 OR0892  PID         -  OR0892
 OR0892  STATE/COUNTY-  SD/GREGORY
 OR0892  COUNTRY     -  US
 OR0892  USGS QUAD   -  HERRICK NE (2017)
 OR0892
 OR0892                         *CURRENT SURVEY CONTROL
 OR0892  ______________________________________________________________________
 OR0892* NAD 83(1996) POSITION- 43 12 13.17704(N) 099 01 25.73937(W)   ADJUSTED
 OR0892* NAVD 88 ORTHO HEIGHT -   630.    (meters)     2067.    (feet) SCALED
 OR0892  ______________________________________________________________________
 OR0892  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 OR0892  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 OR0892  HORZ ORDER      -  SECOND
 OR0892
 OR0892.The horizontal coordinates were established by classical geodetic methods
 OR0892.and adjusted by the National Geodetic Survey in January 1998.
 OR0892
 OR0892.The orthometric height was scaled from a topographic map.
 OR0892
 OR0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0892.GEOID18 height accuracy estimate available here.
 OR0892
 OR0892.Click photographs - Photos may exist for this station.
 OR0892
 OR0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0892
 OR0892. The following values were computed from the NAD 83(1996) position.
 OR0892
 OR0892;                    North         East     Units Scale Factor Converg.
 OR0892;SPC SD S     -    97,524.465   706,414.378   MT  0.99993291   +0 54 12.1
 OR0892;SPC SD S     -   319,961.52  2,317,627.84   sFT  0.99993291   +0 54 12.1
 OR0892;UTM  14      - 4,783,431.604   498,065.181   MT  0.99960005   -0 00 58.7
 OR0892
 OR0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0892!SPC SD S     -   0.99990526  x   0.99993291  =   0.99983818
 OR0892!UTM  14      -   0.99990526  x   0.99960005  =   0.99950535
 OR0892
 OR0892:                Primary Azimuth Mark                     Grid Az
 OR0892:SPC SD S     -  MIDDLE AZ MK                             279 50 14.2
 OR0892:UTM  14      -  MIDDLE AZ MK                             280 45 25.0
 OR0892
 OR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9806583431(NAD 83)
 OR0892
 OR0892|---------------------------------------------------------------------|
 OR0892| PID    Reference Object                     Distance      Geod. Az  |
 OR0892|                                                           dddmmss.s |
 OR0892| OR0834 PLATTE MUNICIPAL TANK               APPROX.25.0 KM 0355516.1 |
 OR0892| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.15.3 KM 1565705.8 |
 OR0892| CO3250 MIDDLE RM 1                           6.172 METERS 19029     |
 OR0892| OR0894 HERRICK MUNICIPAL TANK              APPROX.16.7 KM 2330903.1 |
 OR0892| CO3249 MIDDLE AZ MK                                       2804426.3 |
 OR0892| CO3251 MIDDLE RM 2                           8.440 METERS 29934     |
 OR0892|---------------------------------------------------------------------|
 OR0892
 OR0892                          SUPERSEDED SURVEY CONTROL
 OR0892
 OR0892  NAD 83(1995)-  43 12 13.17718(N)    099 01 25.74024(W) AD(       ) 2
 OR0892  NAD 83(1986)-  43 12 13.18305(N)    099 01 25.74862(W) AD(       ) 2
 OR0892  NAD 27      -  43 12 13.18900(N)    099 01 24.41800(W) AD(       ) 2
 OR0892
 OR0892.Superseded values are not recommended for survey control.
 OR0892
 OR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0892.See file dsdata.pdf to determine how the superseded data were derived.
 OR0892
 OR0892_MARKER: DS = TRIANGULATION STATION DISK
 OR0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0892_STAMPING: MIDDLE 1936
 OR0892_MARK LOGO: CGS
 OR0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0892+STABILITY: SURFACE MOTION
 OR0892
 OR0892  HISTORY     - Date     Condition        Report By
 OR0892  HISTORY     - 1936     MONUMENTED       CGS
 OR0892  HISTORY     - 1945     GOOD             CGS
 OR0892
 OR0892                          STATION DESCRIPTION
 OR0892
 OR0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0892'THE STATION IS LOCATED ABOUT 20.5 MILES BY ROAD EAST-BY-NORTH
 OR0892'OF BURKE, S.DAK., AT THE SOUTHEAST END OF THE RIDGE BETWEEN
 OR0892'WHETSTONE CREEK AND NORTH FORK CREEK, 3.0 MILES BY ROAD
 OR0892'SOUTHEAST OF STATION WHETSTONE, IN PASTURE LAND, OWNER UNKNOWN.
 OR0892'THE STATION IS ABOUT 250 PACES EAST OF THE RIDGE ROAD BETWEEN
 OR0892'LUCAS AND BONESTEEL AT THE SOUTHEAST END OF A SMALL RIDGE
 OR0892'RUNNING NORTHWEST AND SOUTHEAST AND ABOUT 200 YARDS LONG.
 OR0892'
 OR0892'TO REACH FROM THE FORD GARAGE IN BURKE, GO EAST FOR TWO
 OR0892'BLOCKS, TURN NORTH (LEFT) ON A MAIN GRAVEL ROAD FOR 5.1
 OR0892'MILES, OR 1.0 MILE NORTH OF A WHITE SCHOOLHOUSE ON THE LEFT.
 OR0892'(THE ROAD IS WINDING, RUNNING NORTH AND EAST).  TURN RIGHT
 OR0892'(EAST) ON A GRADED GRAVEL MAIN ROAD WHICH RUNS EAST AND
 OR0892'NORTH FOR 6.4 MILES TO CROSSROADS (TWO-STORY HOUSE ON THE
 OR0892'LEFT) TURN SOUTH (RIGHT) FOR 0.5 MILE TO A T-ROAD EAST, KEEP
 OR0892'STRAIGHT AHEAD SOUTH AND EAST ON THE MAIN ROAD FOR 2.5 MILES
 OR0892'TO A WHITE SCHOOL ON THE LEFT.  TURN SOUTH (RIGHT) FOR 0.5
 OR0892'MILE, THEN TURN EAST (LEFT) (KEEPING MAIN ROAD EAST AND
 OR0892'SOUTH) FOR 1.2 MILES, THEN LEFT (EAST) FOR 0.6 MILE TO A GATE
 OR0892'AT TOP OF A HILL.  TURN SOUTH (RIGHT) THROUGH GATE FOR
 OR0892'0.85 MILE, OR 0.25 MILE PAST A 2-STORY HOUSE TO A
 OR0892'SECOND GATE.  CONTINUE EAST THROUGH THE GATE FOR 0.3 MILE
 OR0892'TO A FORKED ROAD.  HERE TAKE THE RIGHT FORK EAST FOR
 OR0892'0.1 MILE TO TRIANGULATION STATION WHETSTONE.  CONTINUE SOUTHEAST
 OR0892'ON THE RIDGE ROAD PAST STATION WHETSTONE FOR 3.0 MILES TO A
 OR0892'PILE OF ROCKS.  TRUCK MAY BE LEFT HERE, STATION IS 250
 OR0892'PACES EASTWARD ON THE HIGHEST POINT IN THE VICINITY.  AN
 OR0892'OPTIONAL ROUTE FROM STATION WHETSTONE IS TO TRAVEL EASTWARD FOR
 OR0892'ABOUT 2.8 MILES, AND THEN (WITH TRUCK) LEAVE THE ROAD,
 OR0892'AND TRAVEL SOUTH AND EAST UP THE SLOPE TO THE STATION.
 OR0892'STATION MARK IS A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 OR0892'
 OR0892'REFERENCE MARK NO. 1 IS STAMPED MIDDLE NO. 1 1936, AND IS
 OR0892'LOCATED ON THE SOUTHWEST EDGE OF THE RIDGE, 20.25 FEET SOUTH
 OR0892'OF THE STATION.  A 0.9-FOOT SQUARE CONCRETE POST PROJECTING
 OR0892'5 INCHES.
 OR0892'
 OR0892'REFERENCE MARK NO. 2 IS STAMPED MIDDLE NO. 2 1936, AND
 OR0892'IS 27.69 FEET WEST OF THE STATION.  A 0.9-FOOT SQUARE POST
 OR0892'PROJECTING 5 INCHES.
 OR0892'
 OR0892'AZIMUTH MARK IS STAMPED MIDDLE 1936, AND IS LOCATED ABOUT
 OR0892'0.6 MILE WEST OF THE STATION, AND 8.05 FEET SOUTH OF THE RIDGE
 OR0892'ROAD.  TO REACH FROM THE STATION TAKE THE RIDGE ROAD FOR
 OR0892'0.6 MILE WEST TO AZIMUTH ON THE SOUTH SIDE OF ROAD.  THE DISTANCE
 OR0892'FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 39.26 FEET.
 OR0892'
 OR0892'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0892'BRONZE DISKS SET AS DESCRIBED.
 OR0892
 OR0892                          STATION RECOVERY (1945)
 OR0892
 OR0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 OR0892'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 OR0892'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2170 ***********************************************************************
 PU2170  DESIGNATION -  MIDDLE
 PU2170  PID         -  PU2170
 PU2170  STATE/COUNTY-  SD/PENNINGTON
 PU2170  COUNTRY     -  US
 PU2170  USGS QUAD   -  PEDRO SE (2017)
 PU2170
 PU2170                         *CURRENT SURVEY CONTROL
 PU2170  ______________________________________________________________________
 PU2170* NAD 83(1996) POSITION- 44 18 03.14155(N) 102 04 31.20359(W)   ADJUSTED
 PU2170* NAVD 88 ORTHO HEIGHT -   848.    (meters)     2782.    (feet) SCALED
 PU2170  ______________________________________________________________________
 PU2170  GEOID HEIGHT    -        -19.709 (meters)                     GEOID18
 PU2170  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 PU2170  HORZ ORDER      -  SECOND
 PU2170
 PU2170.The horizontal coordinates were established by classical geodetic methods
 PU2170.and adjusted by the National Geodetic Survey in January 1998.
 PU2170
 PU2170.The orthometric height was scaled from a topographic map.
 PU2170
 PU2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2170.GEOID18 height accuracy estimate available here.
 PU2170
 PU2170.Click photographs - Photos may exist for this station.
 PU2170
 PU2170.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2170
 PU2170. The following values were computed from the NAD 83(1996) position.
 PU2170
 PU2170;                    North         East     Units Scale Factor Converg.
 PU2170;SPC SD S     -   220,042.526   461,002.000   MT  0.99997783   -1 12 06.2
 PU2170;SPC SD S     -   721,922.85  1,512,470.73   sFT  0.99997783   -1 12 06.2
 PU2170;UTM  13      - 4,909,451.484   733,296.895   MT  1.00026942   +2 02 36.9
 PU2170;UTM  14      - 4,909,891.415   254,684.171   MT  1.00034017   -2 08 56.3
 PU2170
 PU2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2170!SPC SD S     -   0.99987007  x   0.99997783  =   0.99984790
 PU2170!UTM  13      -   0.99987007  x   1.00026942  =   1.00013946
 PU2170!UTM  14      -   0.99987007  x   1.00034017  =   1.00021020
 PU2170
 PU2170:                Primary Azimuth Mark                     Grid Az
 PU2170:SPC SD S     -  MIDDLE AZ MK                             083 27 12.0
 PU2170:UTM  13      -  MIDDLE AZ MK                             080 12 28.9
 PU2170:UTM  14      -  MIDDLE AZ MK                             084 24 02.1
 PU2170
 PU2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3329609451(NAD 83)
 PU2170
 PU2170|---------------------------------------------------------------------|
 PU2170| PID    Reference Object                     Distance      Geod. Az  |
 PU2170|                                                           dddmmss.s |
 PU2170| CP9974 MIDDLE RM 2                           9.080 METERS 05817     |
 PU2170| CP9972 MIDDLE AZ MK                                       0821505.8 |
 PU2170| CP9973 MIDDLE RM 1                          12.631 METERS 31923     |
 PU2170|---------------------------------------------------------------------|
 PU2170
 PU2170                          SUPERSEDED SURVEY CONTROL
 PU2170
 PU2170  NAD 83(1986)-  44 18 03.13397(N)    102 04 31.20534(W) AD(       ) 2
 PU2170  NAD 27      -  44 18 03.18870(N)    102 04 29.65440(W) AD(       ) 2
 PU2170
 PU2170.Superseded values are not recommended for survey control.
 PU2170
 PU2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2170.See file dsdata.pdf to determine how the superseded data were derived.
 PU2170
 PU2170_MARKER: DS = TRIANGULATION STATION DISK
 PU2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2170_STAMPING: MIDDLE 1950
 PU2170_MARK LOGO: CGS
 PU2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2170+STABILITY: SURFACE MOTION
 PU2170
 PU2170  HISTORY     - Date     Condition        Report By
 PU2170  HISTORY     - 1950     MONUMENTED       CGS
 PU2170  HISTORY     - 1961     GOOD             CGS
 PU2170
 PU2170                          STATION DESCRIPTION
 PU2170
 PU2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2170'STATION IS LOCATED ABOUT 22 MILES NORTH OF QUINN, ABOUT 8 MILES
 PU2170'NORTHEAST OF CREIGHTON POST OFFICE, ABOUT 3 MILES WEST OF THE
 PU2170'PENINGTON-HAAKON COUNTY LINE, 3 FEET SOUTH OF A WITNESS POST,
 PU2170'AND ON THE HIGHEST OF THE THREE PROMINENT BUTTES.
 PU2170'
 PU2170'TO REACH FROM THE MAIN INTERSECTION IN QUINN, GO WEST 1 BLOCK.
 PU2170'TURN RIGHT AND GO NORTH FOR 15.05 MILES TO A T-ROAD.  TURN RIGHT
 PU2170'AND GO EAST ON DIRT ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN
 PU2170'LEFT AND GO NORTH ON MAIN DIRT ROAD FOR 10.9 MILES TO A
 PU2170'SCHOOLHOUSE ON RIGHT.  CONTINUE FOR 0.2 MILE TO A TRACK ROAD
 PU2170'ON LEFT.  TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.3 MILE
 PU2170'TO A GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR 0.8 MILE
 PU2170'TO A GATE, AND AZIMUTH MARK ON LEFT.  CONTINUE WEST FOR 0.3
 PU2170'MILE TO A FORK.  CONTINUE STRAIGHT AHEAD ON TRACK ROAD
 PU2170'LEADING BETWEEN THE FORKS FOR 0.2 MILE TO THE SUMMIT OF THE
 PU2170'MIDDLE AND HIGHEST BUTTE AND THE STATION.
 PU2170'
 PU2170'STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED MIDDLE
 PU2170'1950.
 PU2170'
 PU2170'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2170'MIDDLE 1950 NO 1.
 PU2170'
 PU2170'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2170'MIDDLE 1950 NO 2.
 PU2170'
 PU2170'AZIMUTH MARK IS ABOUT 200 FEET SOUTH OF TRACK ROAD, 3 FEET SOUTH
 PU2170'OF A WITNESS POST, AND 2 FEET WEST OF A WIRE FENCE.  THE MARK
 PU2170'PROJECTS 6 INCHES, AND THE DISK IS STAMPED MIDDLE 1950.
 PU2170'
 PU2170'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2170'CYLINDERS.
 PU2170'
 PU2170'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2170
 PU2170                          STATION RECOVERY (1961)
 PU2170
 PU2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2170'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 PU2170'RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 PU2170'
 PU2170'SHORTER DISTANCES WERE FOUND TO REFERENCE MARKS 1 AND 2.
 PU2170'A SLOPE MEASUREMENT WAS MADE TO REFERENCE MARK 1 AND THE
 PU2170'DISTANCE COMPUTED TO HORIZONTAL.
 PU2170'
 PU2170'THE 1950 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND
 PU2170'TO BE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0447 ***********************************************************************
 PV0447  DESIGNATION -  MIDDLE
 PV0447  PID         -  PV0447
 PV0447  STATE/COUNTY-  SD/BUTTE
 PV0447  COUNTRY     -  US
 PV0447  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0447
 PV0447                         *CURRENT SURVEY CONTROL
 PV0447  ______________________________________________________________________
 PV0447* NAD 83(1996) POSITION- 44 46 37.28416(N) 104 01 13.57091(W)   ADJUSTED
 PV0447* NAVD 88 ORTHO HEIGHT -  1050.    (meters)     3445.    (feet) SCALED
 PV0447  ______________________________________________________________________
 PV0447  GEOID HEIGHT    -        -15.164 (meters)                     GEOID18
 PV0447  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC18
 PV0447  HORZ ORDER      -  SECOND
 PV0447
 PV0447.The horizontal coordinates were established by classical geodetic methods
 PV0447.and adjusted by the National Geodetic Survey in January 1998.
 PV0447
 PV0447.The orthometric height was scaled from a topographic map.
 PV0447
 PV0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0447.GEOID18 height accuracy estimate available here.
 PV0447
 PV0447.Click photographs - Photos may exist for this station.
 PV0447
 PV0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0447
 PV0447. The following values were computed from the NAD 83(1996) position.
 PV0447
 PV0447;                    North         East     Units Scale Factor Converg.
 PV0447;SPC SD N     -   112,764.574   281,920.759   MT  0.99995050   -2 50 43.5
 PV0447;SPC SD N     -   369,961.77    924,935.02   sFT  0.99995050   -2 50 43.5
 PV0447;SPC WY E     -   475,725.840   290,720.864   MT  1.00003867   +0 48 26.6
 PV0447;SPC WY E     - 1,560,777.19    953,806.70   sFT  1.00003867   +0 48 26.6
 PV0447;UTM  13      - 4,958,647.680   577,503.491   MT  0.99967386   +0 41 24.0
 PV0447
 PV0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0447!SPC SD N     -   0.99983770  x   0.99995050  =   0.99978821
 PV0447!SPC WY E     -   0.99983770  x   1.00003867  =   0.99987636
 PV0447!UTM  13      -   0.99983770  x   0.99967386  =   0.99951161
 PV0447
 PV0447:                Primary Azimuth Mark                     Grid Az
 PV0447:SPC SD N     -  N 358                                    100 21 55.7
 PV0447:SPC WY E     -  N 358                                    096 42 45.6
 PV0447:UTM  13      -  N 358                                    096 49 48.2
 PV0447
 PV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7750358647(NAD 83)
 PV0447
 PV0447|---------------------------------------------------------------------|
 PV0447| PID    Reference Object                     Distance      Geod. Az  |
 PV0447|                                                           dddmmss.s |
 PV0447| PU1954 N 358                                              0973112.2 |
 PV0447| PV0449 MIDDLE                               25.483 METERS 22726     |
 PV0447| CP9975 MIDDLE RM 1                          20.302 METERS 33732     |
 PV0447|---------------------------------------------------------------------|
 PV0447
 PV0447                          SUPERSEDED SURVEY CONTROL
 PV0447
 PV0447  NAD 83(1993)-  44 46 37.28018(N)    104 01 13.57232(W) AD(       ) 2
 PV0447  NAD 83(1986)-  44 46 37.27277(N)    104 01 13.56514(W) AD(       ) 2
 PV0447  NAD 27      -  44 46 37.32700(N)    104 01 11.80240(W) AD(       ) 2
 PV0447
 PV0447.Superseded values are not recommended for survey control.
 PV0447
 PV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0447.See file dsdata.pdf to determine how the superseded data were derived.
 PV0447
 PV0447_MARKER: DS = TRIANGULATION STATION DISK
 PV0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0447_STAMPING: MIDDLE 1962
 PV0447_MARK LOGO: CGS
 PV0447_PROJECTION: FLUSH
 PV0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0447+STABILITY: SURFACE MOTION
 PV0447
 PV0447  HISTORY     - Date     Condition        Report By
 PV0447  HISTORY     - 1962     MONUMENTED       CGS
 PV0447
 PV0447                          STATION DESCRIPTION
 PV0447
 PV0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PV0447'THE STATION IS 11-1/4 MILES NORTHWEST OF BELLE FOURCHE, 1-1/2
 PV0447'MILES EAST OF THE SOUTH DAKOTA-WYOMING STATE LINE AND ON THE
 PV0447'TOP OF A LARGE FLAT TOPPED HILL, ON PROPERTY OWNED BY MR.
 PV0447'TOM BROADHURST.
 PV0447'
 PV0447'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND
 PV0447'85 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTHWEST ON HIGHWAY
 PV0447'212 FOR 9.5 MILES TO A DIRT SIDE ROAD ON THE LEFT AND B.M.
 PV0447'N 358 (AZIMUTH MARK) ON THE RIGHT.  TURN LEFT ON THE DIRT ROAD,
 PV0447'CROSS RAILROAD TRACKS AND GO SOUTH FOR 0.7 MILE TO A GATE
 PV0447'ON THE RIGHT AT THE SOUTH SIDE OF STOCK CORRALS.  TURN RIGHT,
 PV0447'PASS THROUGH THE GATE AND GO WEST ON A TRACK ROAD FOR 0.35
 PV0447'MILE TO A DIM ROAD FORK.  BEAR RIGHT AND GO NORTHWEST ON A
 PV0447'DIM TRACK ROAD FOR 1.2 MILES TO THE SOUTHEAST SIDE OF THE
 PV0447'BASE OF THE HILL.  CONTINUE NORTHWEST, UPHILL, ON THE DIM
 PV0447'TRACK ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 PV0447'STATION NEAR THE SOUTHWEST EDGE OF THE HILL.
 PV0447'
 PV0447'THE STATION MARKS ARE STANDARD DISKS STAMPED MIDDLE 1962.
 PV0447'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 PV0447'SURFACE OF THE GROUND.  IT IS 60 FEET EAST OF THE WEST EDGE
 PV0447'OF THE HILL AND 50 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 PV0447'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PV0447'44 INCHES BELOW THE SURFACE OF THE GROUND.
 PV0447'
 PV0447'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED MIDDLE NO
 PV0447'1 1962, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 PV0447'IT IS 36 FEET EAST OF THE WEST EDGE OF THE HILL.
 PV0447'
 PV0447'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PV0447'STAMPED MIDDLE 1953, BRAZED TO THE TOP OF A 2-INCH IRON PIPE
 PV0447'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTHEAST
 PV0447'OF THE SOUTHWEST EDGE OF THE HILL, 20 FEET NORTH OF THE SOUTH
 PV0447'EDGE OF THE HILL AND 19 FEET EAST OF THE WEST EDGE OF THE HILL.
 PV0447'
 PV0447'AZIMUTH MARK, A COAST AND GEODETIC SURVEY BENCH MARK DISK
 PV0447'STAMPED N 358 1962, IS SET IN A ROUND CONCRETE POST WHICH
 PV0447'PROJECTS 3 INCHES.  IT IS 82 FEET NORTH OF THE CENTER OF
 PV0447'HIGHWAY 212, 14.5 FEET EAST OF THE EAST END OF A GATE, 2.6 FEET
 PV0447'WEST OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF A FENCE.
 PV0447'
 PV0447'NOTE--A TRAVERSE CONNECTION WAS MADE TO MIDDLE (USGS) BENCH
 PV0447'MARK.
 PV0447'
 PV0447'REFERENCE MARK NO. 1 WAS MEASURED PULLING 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0449 ***********************************************************************
 PV0449  DESIGNATION -  MIDDLE
 PV0449  PID         -  PV0449
 PV0449  STATE/COUNTY-  SD/BUTTE
 PV0449  COUNTRY     -  US
 PV0449  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0449
 PV0449                         *CURRENT SURVEY CONTROL
 PV0449  ______________________________________________________________________
 PV0449* NAD 83(1996) POSITION- 44 46 36.72571(N) 104 01 14.42451(W)   ADJUSTED
 PV0449* NAVD 88 ORTHO HEIGHT -  1051.3   (meters)     3449.    (feet) VERTCON3
 PV0449  ______________________________________________________________________
 PV0449  GEOID HEIGHT    -        -15.163 (meters)                     GEOID18
 PV0449  LAPLACE CORR    -         -6.41  (seconds)                    DEFLEC18
 PV0449  HORZ ORDER      -  SECOND
 PV0449
 PV0449.The horizontal coordinates were established by classical geodetic methods
 PV0449.and adjusted by the National Geodetic Survey in January 1998.
 PV0449
 PV0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0449
 PV0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0449.GEOID18 height accuracy estimate available here.
 PV0449
 PV0449.Click photographs - Photos may exist for this station.
 PV0449
 PV0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0449
 PV0449. The following values were computed from the NAD 83(1996) position.
 PV0449
 PV0449;                    North         East     Units Scale Factor Converg.
 PV0449;SPC SD N     -   112,748.289   281,901.160   MT  0.99995052   -2 50 44.1
 PV0449;SPC SD N     -   369,908.34    924,870.72   sFT  0.99995052   -2 50 44.1
 PV0449;SPC WY E     -   475,708.338   290,702.340   MT  1.00003863   +0 48 26.0
 PV0449;SPC WY E     - 1,560,719.77    953,745.93   sFT  1.00003863   +0 48 26.0
 PV0449;UTM  13      - 4,958,630.223   577,484.938   MT  0.99967383   +0 41 23.4
 PV0449
 PV0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0449!SPC SD N     -   0.99983757  x   0.99995052  =   0.99978810
 PV0449!SPC WY E     -   0.99983757  x   1.00003863  =   0.99987620
 PV0449!UTM  13      -   0.99983757  x   0.99967383  =   0.99951145
 PV0449
 PV0449:                Primary Azimuth Mark                     Grid Az
 PV0449:SPC SD N     -  BOXELDER                                 008 43 16.6
 PV0449:SPC WY E     -  BOXELDER                                 005 04 06.5
 PV0449:UTM  13      -  BOXELDER                                 005 11 09.1
 PV0449
 PV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7748458630(NAD 83)
 PV0449
 PV0449|---------------------------------------------------------------------|
 PV0449| PID    Reference Object                     Distance      Geod. Az  |
 PV0449|                                                           dddmmss.s |
 PV0449| PV0450 BOXELDER                            APPROX. 7.6 KM 0055232.5 |
 PV0449|---------------------------------------------------------------------|
 PV0449
 PV0449                          SUPERSEDED SURVEY CONTROL
 PV0449
 PV0449  NAD 83(1993)-  44 46 36.72174(N)    104 01 14.42592(W) AD(       ) 2
 PV0449  NAD 83(1986)-  44 46 36.71432(N)    104 01 14.41874(W) AD(       ) 2
 PV0449  NAD 27      -  44 46 36.76870(N)    104 01 12.65590(W) AD(       ) 2
 PV0449  NGVD 29 (07/19/86) 1050.8    (m)         3447.     (f) VERT ANG       
 PV0449
 PV0449.Superseded values are not recommended for survey control.
 PV0449
 PV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0449.See file dsdata.pdf to determine how the superseded data were derived.
 PV0449
 PV0449_MARKER: DD = SURVEY DISK
 PV0449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0449_STAMPING: MIDDLE 1953
 PV0449_MARK LOGO: USGS
 PV0449_MAGNETIC: P = MARKER IS A STEEL PIPE
 PV0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0449
 PV0449  HISTORY     - Date     Condition        Report By
 PV0449  HISTORY     - 1953     MONUMENTED       USGS
 PV0449  HISTORY     - 1962     GOOD             USGS
 PV0449
 PV0449                          STATION DESCRIPTION
 PV0449
 PV0449'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0449'STATION IS LOCATED ABOUT 10.0 MI. (AIRLINE) NW. OF BELLE FOURCHE, ON
 PV0449'THE S. EDGE OF A LOW PROMINENT GRASS COVERED BUTTE KNOWN AS MIDDLE
 PV0449'CREEK BUTTE, IN SEC. 5, T 9 N, R 1 E.
 PV0449'
 PV0449'TO REACH FROM BELLE FOURCHE, AT THE INTERSECTION OF STATE STREET AND
 PV0449'SIXTH AVENUE GO N. 0.6 MI. ON HIGHWAY 85 TO THE JUNCTION OF HIGHWAYS
 PV0449'85 AND 212.  TURN LEFT (NW.) ON HIGHWAY 212 AND GO 12.4 MI., PASSING
 PV0449'BUTTE ON LEFT AT 11.0 MI.  TURN LEFT (S.) OFF OF HIGHWAY AND GO ABOUT
 PV0449'200 FT. OVER RAILROAD TRACKS AND THRU GATE.  TURN LEFT (E.) AND FOLLOW
 PV0449'S. SIDE OF FENCE 0.05 MI. TO GATE AT FENCE CORNER, GO THRU GATE AND GO
 PV0449'1.3 MI. THRU PASTURE AND UP E. SIDE OF BUTTE TO TOP OF BUTTE AND
 PV0449'STATION.
 PV0449'
 PV0449'A NO CHECK NGS POSITION, VERIFIED BY USGS OBSERVATIONS.
 PV0449'
 PV0449'STATION MARK--A STANDARD TABLET STAMPED ---MIDDLE 1953--- AND SET IN A
 PV0449'4 IN. IRON PIPE.
 PV0449'
 PV0449'REFERENCE MARKS--NONE.
 PV0449
 PV0449                          STATION RECOVERY (1962)
 PV0449
 PV0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JKR)
 PV0449'11-1/4 MILES NORTHWEST OF BELLE FOURCHE, 1-1/2 MILES EAST OF
 PV0449'THE SOUTH DAKOTA-WYOMING STATE LINE AND ON THE TOP OF A LARGE
 PV0449'FLAT TOPPED HILL, 21 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 PV0449'THE HILL, 20 FEET NORTH OF THE SOUTH EDGE OF THE HILL AND 19
 PV0449'FEET EAST OF THE WEST EDGE OF THE HILL.
 PV0449'
 PV0449'A TRAVERSE CONNECTION WAS MADE FROM COAST AND GEODETIC SURVEY
 PV0449'TRIANGULATION STATION MIDDLE 1962, DISTANCE BEING 25.479 METERS
 PV0449'(83.59 FEET) SOUTHWEST OF STATION MIDDLE 1962.  THE MARK IS A
 PV0449'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED MIDDLE 1953,
 PV0449'BRAZED TO THE TOP OF A 2-INCH IRON PIPE 1 INCH BELOW THE SURFACE
 PV0449'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0905 ***********************************************************************
 PT0905  DESIGNATION -  MIDLAND
 PT0905  PID         -  PT0905
 PT0905  STATE/COUNTY-  SD/HAAKON
 PT0905  COUNTRY     -  US
 PT0905  USGS QUAD   -  MIDLAND (2017)
 PT0905
 PT0905                         *CURRENT SURVEY CONTROL
 PT0905  ______________________________________________________________________
 PT0905* NAD 83(1996) POSITION- 44 05 09.60990(N) 101 07 50.58181(W)   ADJUSTED
 PT0905* NAVD 88 ORTHO HEIGHT -   629.913 (meters)     2066.64  (feet) ADJUSTED
 PT0905  ______________________________________________________________________
 PT0905  GEOID HEIGHT    -        -22.901 (meters)                     GEOID18
 PT0905  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 PT0905  DYNAMIC HEIGHT  -        629.738 (meters)     2066.07  (feet) COMP
 PT0905  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 PT0905
 PT0905  HORZ ORDER      -  THIRD
 PT0905  VERT ORDER      -  FIRST     CLASS II
 PT0905
 PT0905.The horizontal coordinates were established by classical geodetic methods
 PT0905.and adjusted by the National Geodetic Survey in January 1998.
 PT0905
 PT0905.The orthometric height was determined by differential leveling and
 PT0905.adjusted by the NATIONAL GEODETIC SURVEY
 PT0905.in June 1991.
 PT0905
 PT0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0905.GEOID18 height accuracy estimate available here.
 PT0905
 PT0905.Click photographs - Photos may exist for this station.
 PT0905
 PT0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0905
 PT0905.The dynamic height is computed by dividing the NAVD 88
 PT0905.geopotential number by the normal gravity value computed on the
 PT0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0905.degrees latitude (g = 980.6199 gals.).
 PT0905
 PT0905.The modeled gravity was interpolated from observed gravity values.
 PT0905
 PT0905. The following values were computed from the NAD 83(1996) position.
 PT0905
 PT0905;                    North         East     Units Scale Factor Converg.
 PT0905;SPC SD S     -   195,016.859   536,142.137   MT  0.99994014   -0 33 00.3
 PT0905;SPC SD S     -   639,817.81  1,758,992.99   sFT  0.99994014   -0 33 00.3
 PT0905;UTM  14      - 4,883,632.321   329,417.283   MT  0.99995789   -1 28 58.0
 PT0905
 PT0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0905!SPC SD S     -   0.99990483  x   0.99994014  =   0.99984497
 PT0905!UTM  14      -   0.99990483  x   0.99995789  =   0.99986272
 PT0905
 PT0905:                Primary Azimuth Mark                     Grid Az
 PT0905:SPC SD S     -  HOGBACK                                  109 01 00.8
 PT0905:UTM  14      -  HOGBACK                                  109 56 58.5
 PT0905
 PT0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2941783632(NAD 83)
 PT0905
 PT0905|---------------------------------------------------------------------|
 PT0905| PID    Reference Object                     Distance      Geod. Az  |
 PT0905|                                                           dddmmss.s |
 PT0905| CP9978 MIDLAND RM 2                         12.421 METERS 01105     |
 PT0905| PT1060 HOGBACK                             APPROX.16.4 KM 1082800.5 |
 PT0905| CP9977 MIDLAND RM 1                         12.323 METERS 17010     |
 PT0905| CP9976 MIDLAND AZ MK                                      2262200.5 |
 PT0905|---------------------------------------------------------------------|
 PT0905
 PT0905                          SUPERSEDED SURVEY CONTROL
 PT0905
 PT0905  NAD 83(1986)-  44 05 09.60371(N)    101 07 50.58423(W) AD(       ) 3
 PT0905  NAD 27      -  44 05 09.65400(N)    101 07 49.07300(W) AD(       ) 3
 PT0905
 PT0905.Superseded values are not recommended for survey control.
 PT0905
 PT0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0905.See file dsdata.pdf to determine how the superseded data were derived.
 PT0905
 PT0905_MARKER: DS = TRIANGULATION STATION DISK
 PT0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0905_STAMPING: MIDLAND 1952
 PT0905_MARK LOGO: CGS
 PT0905_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0905_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0905+STABILITY: SURFACE MOTION
 PT0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0905+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0905
 PT0905  HISTORY     - Date     Condition        Report By
 PT0905  HISTORY     - 1952     MONUMENTED       CGS
 PT0905  HISTORY     - 1981     GOOD             NGS
 PT0905  HISTORY     - 1985     GOOD             NGS
 PT0905  HISTORY     - 20120605 GOOD             INDIV
 PT0905
 PT0905                          STATION DESCRIPTION
 PT0905
 PT0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT0905'THE STATION IS IN SECTION 32, T 2 N, R 25 E, ABOUT 1.5 MILES
 PT0905'NORTHEAST OF MIDLAND, 160 FEET SOUTHEAST OF U.S. HIGHWAY
 PT0905'14 AND 8 FEET NORTHWEST OF A WIRE FENCE.
 PT0905'
 PT0905'TO REACH THE STATION FROM THE MIDLAND BANK IN MIDLAND GO
 PT0905'EAST AND NORTHEAST ON U.S. HIGHWAY 14 FOR 1.45 MILES TO THE
 PT0905'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTHEAST
 PT0905'ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 PT0905'DESCRIBED.
 PT0905'
 PT0905'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT0905'MIDLAND 1952.
 PT0905'
 PT0905'REFERENCE MARK NO. 1 IS 165 FEET SOUTHEAST OF THE HIGHWAY
 PT0905'AND 1 FOOT NORTHWEST OF THE WIRE FENCE.  THE MARK PROJECTS
 PT0905'5 INCHES AND THE DISK IS STAMPED MIDLAND NO 1 1952.
 PT0905'
 PT0905'REFERENCE MARK NO. 2 IS 165 FEET SOUTHEAST OF THE HIGHWAY AND
 PT0905'1 FOOT NORTHWEST OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 PT0905'AND THE DISK IS STAMPED MIDLAND NO 2 1952.
 PT0905'
 PT0905'THE AZIMUTH MARK IS 38 FEET NORTHWEST OF THE HIGHWAY, 24 FEET
 PT0905'NORTHEAST OF A TELEPHONE POLE AND 1 FOOT NORTHEAST OF A WIRE
 PT0905'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT0905'MIDLAND 1952.
 PT0905'
 PT0905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0905
 PT0905                          STATION RECOVERY (1981)
 PT0905
 PT0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0905'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 PT0905'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED
 PT0905'BY ROAD CONSTRUCTION AND A NEW AZIMUTH MARK 2 WAS ESTABLISHED AND A
 PT0905'NEW ROUTE ESTABLISHED TO THE STATION.  NEW AND COMPLETE DESCRIPTIVE
 PT0905'TEXT FOLLOWS--
 PT0905'
 PT0905'THE STATION IS LOCATED ABOUT 1 1/2 MILES (2.4 KM) NORTHEAST OF
 PT0905'MIDLAND, 100 METERS (300 FT) EAST OF HIGHWAY 14 AT THE EAST EDGE OF A
 PT0905'GRASSY AREA AND THE WEST SIDE OF A CULTIVATED FIELD.
 PT0905'
 PT0905'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 14 AND 63 AT THE
 PT0905'NORTHWEST EDGE OF MIDLAND, GO EAST AND NORTH ON HIGHWAY 14 FOR 1.5
 PT0905'MILES (2.4 KM) TO THE AZIMUTH MARK 2 ON THE LEFT.  CONTINUE NORTH ON
 PT0905'THE HIGHWAY FOR 0.5 MILE (0.8 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT
 PT0905'AND GO EAST FOR 0.05 MILE (0.1 KM) TO A GATE ON THE RIGHT.  PASS
 PT0905'THROUGH GATE AND GO SOUTH, FOLLOWING ALONG WEST SIDE OF A CULTIVATED
 PT0905'FIELD, FOR 0.15 MILE (0.2 KM) TO THE STATION.
 PT0905'
 PT0905'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PT0905'STAMPED---MIDLAND 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT0905'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 15 CM (6 INCHES)
 PT0905'ABOVE THE GROUND LOCATED ABOUT 100 METERS EAST OF HIGHWAY 14 AND 70
 PT0905'METERS NORTH OF A FENCE CORNER AND AT THE EAST EDGE OF A GRASS
 PT0905'COVERED AREA.  ALSO LOCATED 3.0 METERS (9.8 FEET) W FROM THE EDGE OF
 PT0905'A CULTIVATED FIELD AND 0.60 METER (2.0 FEET) W FROM A METAL WITNESS
 PT0905'POST.
 PT0905'
 PT0905'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT0905'STAMPED---MIDLAND NO 1 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT0905'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES)
 PT0905'ABOVE THE GROUND LOCATED 12.31 METERS (40.4 FEET) S FROM A METAL
 PT0905'WITNESS POST, 1.0 METER (3.3 FEET) W FROM THE EDGE OF A CULTIVATED
 PT0905'FIELD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 PT0905'
 PT0905'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODTIC SURVEY DISK
 PT0905'STAMPED---MIDLAND NO 2 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT0905'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM
 PT0905'ABOVE THE GROUND LOCATED 12.44 METERS (40.8 FEET) N FROM
 PT0905'A METAL WITNESS POST AND 1.0 METER (3.3 FEET) W FROM THE EDGE OF A
 PT0905'CULTIVATED FIELD.
 PT0905'
 PT0905'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT0905'STAMPED---MIDLAND 1952 NO 2 1981---SET INTO A DRILL HOLE IN A 2
 PT0905'METER BY 3 METER CONCRETE PAD WHICH IS LOCATED BETWEEN 2 POWER POLES.
 PT0905'IT IS IN THE NORTHEAST CORNER OF THE PAD AND PROJECTS 20 CM ABOVE THE
 PT0905'GROUND SURFACE.  IT IS LOCATED 27.4 METERS (89.9 FEET) WNW FROM THE
 PT0905'CENTER OF HIGHWAY 14, 3.50 METERS (11.5 FEET) E FROM A POWER POLE AT
 PT0905'W END OF PAD, 1.30 METERS (4.3 FEET) NW FROM A POWER POLE AT E END OF
 PT0905'PAD, AND 0.61 METER (2.0 FEET) S FROM A METAL WITNESS POST.
 PT0905
 PT0905                          STATION RECOVERY (1985)
 PT0905
 PT0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0905'3.0 KM (1.85 MI) NE FROM MIDLAND.
 PT0905'3.03 KM (1.88 MI) NORTHEAST ALONG STATE HIGHWAY 63 FROM THE T JUNCTION
 PT0905'OF US HIGHWAY 14 AT MIDLAND, IN TOP OF THE SOUTHWEST END OF THE
 PT0905'HIGHEST POINT OF A LOW ROUNDED HILL, 0.47 KM (0.29 MI) NORTHEAST OF A
 PT0905'POWER SUB-STATION, 0.38 KM (0.24 MI) NORTH OF MILEPOST 170, 106.7
 PT0905'METERS (350 FT) (SLOPE DISTANCE) EAST OF THE HIGHWAY CENTERLINE, 76.8
 PT0905'METERS (252 FT) EAST OF THE RIGHT-OF-WAY FENCE, 12.4 METERS (40.8 FT)
 PT0905'NORTH OF RM 2 AND 12.3 METERS (40.4 FT) SOUTH OF RM 1.
 PT0905'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0905'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 PT0905
 PT0905                          STATION RECOVERY (2012)
 PT0905
 PT0905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0904 ***********************************************************************
 PT0904  DESIGNATION -  MIDLAND AZ MK 2
 PT0904  PID         -  PT0904
 PT0904  STATE/COUNTY-  SD/HAAKON
 PT0904  COUNTRY     -  US
 PT0904  USGS QUAD   -  MIDLAND (2017)
 PT0904
 PT0904                         *CURRENT SURVEY CONTROL
 PT0904  ______________________________________________________________________
 PT0904* NAD 83(1986) POSITION- 44 04 56.     (N) 101 08 10.     (W)   SCALED
 PT0904* NAVD 88 ORTHO HEIGHT -   622.651 (meters)     2042.81  (feet) ADJUSTED
 PT0904  ______________________________________________________________________
 PT0904  GEOID HEIGHT    -        -22.893 (meters)                     GEOID18
 PT0904  DYNAMIC HEIGHT  -        622.477 (meters)     2042.24  (feet) COMP
 PT0904  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 PT0904
 PT0904  VERT ORDER      -  FIRST     CLASS II
 PT0904
 PT0904.The horizontal coordinates were scaled from a map and have
 PT0904.an estimated accuracy of +/- 6 seconds.
 PT0904
 PT0904.The orthometric height was determined by differential leveling and
 PT0904.adjusted by the NATIONAL GEODETIC SURVEY
 PT0904.in June 1991.
 PT0904
 PT0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0904.GEOID18 height accuracy estimate available here.
 PT0904
 PT0904.Click photographs - Photos may exist for this station.
 PT0904
 PT0904.The dynamic height is computed by dividing the NAVD 88
 PT0904.geopotential number by the normal gravity value computed on the
 PT0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0904.degrees latitude (g = 980.6199 gals.).
 PT0904
 PT0904.The modeled gravity was interpolated from observed gravity values.
 PT0904
 PT0904;                    North         East    Units  Estimated Accuracy
 PT0904;SPC SD S     -   194,600.      535,710.      MT  (+/- 180 meters Scaled)
 PT0904
 PT0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP289832(NAD 83)
 PT0904
 PT0904                          SUPERSEDED SURVEY CONTROL
 PT0904
 PT0904.No superseded survey control is available for this station.
 PT0904
 PT0904_MARKER: DZ = AZIMUTH MARK DISK
 PT0904_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PT0904+WITH SETTING: PAVEMENT
 PT0904_SP_SET: MAT FOUNDATION
 PT0904_STAMPING: MIDLAND 1952 NO 2 1981
 PT0904_MARK LOGO: NGS
 PT0904_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0904+STABILITY: SURFACE MOTION
 PT0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0904+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0904
 PT0904  HISTORY     - Date     Condition        Report By
 PT0904  HISTORY     - 1981     MONUMENTED       NGS
 PT0904  HISTORY     - 1985     GOOD             NGS
 PT0904  HISTORY     - 20120605 GOOD             INDIV
 PT0904
 PT0904                          STATION DESCRIPTION
 PT0904
 PT0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0904'THE STATION IS LOCATED ABOUT 1 1/4 MILES EAST-NORTHEAST OF MIDLAND
 PT0904'ALONG THE WEST SIDE OF HIGHWAY 14 AND ACROSS THE ROAD FROM A FENCED
 PT0904'AREA AND ELECTRICAL TRANSFORMERS AND TOWERS.  TO REACH THE JUNCTION OF
 PT0904'HIGHWAYS 14 AND 63 IN NORTHWEST MIDLAND GO EAST AND NORTHEAST ON
 PT0904'HIGHWAY 14 FOR 1.5 MILES (2.4 KM) TO THE MARK ON THE LEFT.  IT IS
 PT0904'STAMPED MIDLAND 1952 NO. 2 1981 AND IS IN THE NORTHEAST CORNER OF A 2
 PT0904'BY 3 METER (9.8 FT) CONCRETE PAD WITH A POWER POLE AT EACH END, 89.9
 PT0904'FEET (27.4 M) WEST-NORTHWEST OF CENTER OF HIGHWAY, 11.5 FEET (3.5 M)
 PT0904'EAST OF A POWER POLE, 4.3 FEET (1.3 M) NORTHWEST OF A POWER POLE AND 2
 PT0904'FEET (0.6 M) SOUTH OF A METAL WITNESS POST.
 PT0904
 PT0904                          STATION RECOVERY (1985)
 PT0904
 PT0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0904'2.5 KM (1.55 MI) NE FROM MIDLAND.
 PT0904'2.49 KM (1.55 MI) NORTHEAST ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0904'FROM THEIR JUNCTION AT MIDLAND, IN TOP OF THE EAST CORNER OF A 6- BY
 PT0904'9-FOOT CONCRETE PAD IN THE CENTER OF A DOUBLE POWER POLE STRUCTURE,
 PT0904'WEST ACROSS THE HIGHWAY FROM A POWER SUB-STATION, 0.16 KM (0.10 MI)
 PT0904'SOUTH OF MILEPOST 170, 27.3 METERS (89.5 FT) NORTHWEST OF THE HIGHWAY
 PT0904'CENTERLINE, 6.1 METERS (20 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 PT0904'1.4 METERS (4.5 FT) NORTH OF THE SOUTHEAST POLE OF THE STRUCTURE AND
 PT0904'0.1 METER (0.4 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE
 PT0904'PAD.
 PT0904'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 PT0904'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0904
 PT0904                          STATION RECOVERY (2012)
 PT0904
 PT0904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0671 ***********************************************************************
 QS0671  DESIGNATION -  MIKE
 QS0671  PID         -  QS0671
 QS0671  STATE/COUNTY-  SD/CAMPBELL
 QS0671  COUNTRY     -  US
 QS0671  USGS QUAD   -  HERREID NW (2017)
 QS0671
 QS0671                         *CURRENT SURVEY CONTROL
 QS0671  ______________________________________________________________________
 QS0671* NAD 83(1996) POSITION- 45 56 08.10082(N) 100 14 47.77562(W)   ADJUSTED
 QS0671* NAVD 88 ORTHO HEIGHT -   532.    (meters)     1745.    (feet) SCALED
 QS0671  ______________________________________________________________________
 QS0671  GEOID HEIGHT    -        -21.927 (meters)                     GEOID18
 QS0671  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 QS0671  HORZ ORDER      -  SECOND
 QS0671
 QS0671.The horizontal coordinates were established by classical geodetic methods
 QS0671.and adjusted by the National Geodetic Survey in January 1998.
 QS0671
 QS0671.The orthometric height was scaled from a topographic map.
 QS0671
 QS0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0671.GEOID18 height accuracy estimate available here.
 QS0671
 QS0671.Click photographs - Photos may exist for this station.
 QS0671
 QS0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0671
 QS0671. The following values were computed from the NAD 83(1996) position.
 QS0671
 QS0671;                    North         East     Units Scale Factor Converg.
 QS0671;SPC SD N     -   233,650.974   580,873.970   MT  1.00005847   -0 10 28.3
 QS0671;SPC SD N     -   766,569.90  1,905,750.68   sFT  1.00005847   -0 10 28.3
 QS0671;UTM  14      - 5,087,645.908   403,360.825   MT  0.99971481   -0 53 45.0
 QS0671
 QS0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0671!SPC SD N     -   0.99991998  x   1.00005847  =   0.99997845
 QS0671!UTM  14      -   0.99991998  x   0.99971481  =   0.99963481
 QS0671
 QS0671:                Primary Azimuth Mark                     Grid Az
 QS0671:SPC SD N     -  POLLACK MUN WATER TANK RED LIGHT         218 39 37.9
 QS0671:UTM  14      -  POLLACK MUN WATER TANK RED LIGHT         219 22 54.6
 QS0671
 QS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0336087645(NAD 83)
 QS0671
 QS0671|---------------------------------------------------------------------|
 QS0671| PID    Reference Object                     Distance      Geod. Az  |
 QS0671|                                                           dddmmss.s |
 QS0671| CO6397 MIKE RM 1                            11.613 METERS 09952     |
 QS0671| CO6398 MIKE RM 2                            18.349 METERS 18626     |
 QS0671| CO6649 POLLACK MUN WATER TANK RED LIGHT                   2182909.6 |
 QS0671|---------------------------------------------------------------------|
 QS0671
 QS0671                          SUPERSEDED SURVEY CONTROL
 QS0671
 QS0671  NAD 83(1986)-  45 56 08.09049(N)    100 14 47.76970(W) AD(       ) 2
 QS0671  NAD 27      -  45 56 08.11416(N)    100 14 46.32093(W) AD(       ) 2
 QS0671
 QS0671.Superseded values are not recommended for survey control.
 QS0671
 QS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0671.See file dsdata.pdf to determine how the superseded data were derived.
 QS0671
 QS0671_MARKER: DD = SURVEY DISK
 QS0671_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0671+WITH SETTING: INFORMATION.
 QS0671_STAMPING: ET MIKE 1967
 QS0671_MARK LOGO: USGS
 QS0671_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0671
 QS0671  HISTORY     - Date     Condition        Report By
 QS0671  HISTORY     - 1967     MONUMENTED       USGS
 QS0671
 QS0671                          STATION DESCRIPTION
 QS0671
 QS0671'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 QS0671'STATION IS LOCATED ABOUT 2.5 MI N. AND 2.0 MI E. OF POLLOCK,
 QS0671'T. 128 N., R. 78 W., NEAR THE CENTER OF E 1/2 SEC. 2.
 QS0671'
 QS0671'TO REACH THE STATION FROM THE CENTER OF POLLOCK, GO NE. ALONG
 QS0671'STATE HWY. 10, 2.0 MI TO CROSSROAD, TURN LEFT (N.) AND GO 1.0
 QS0671'MI N. TO A T-RD. S., TURN RIGHT (E.) AND GO 0.5 MI, TURN LEFT
 QS0671'(N.) AND GO 0.5 MI N. TO A GATE, GO THROUGH GATE AND CONTINUE
 QS0671'NW. 0.15 MI TO TOP OF HIGHEST HILL IN VICINITY AND STATION.
 QS0671'
 QS0671'STATION MARK IS LOCATED ON HIGHEST PART OF HILL IN PASTURE LAND,
 QS0671'STAMPED ET MIKE 1967.
 QS0671'
 QS0671'REFERENCE MARK NO. 1 IS NE. OF STATION, LOCATED ON N. SLOPE OF
 QS0671'SAME HILL AS STATION, STAMPED MIKE NO. 1 1967.
 QS0671'
 QS0671'REFERENCE MARK NO. 2 IS LOCATED ESE. OF STATION ON CREST OF SAME
 QS0671'HILL AS STATION, STAMPED MIKE NO. 2 1967.
 QS0671'
 QS0671'AZIMUTH MARK - POLLOCK MWT LOCATED ABOUT 3 MI SW. OF STATION,
 QS0671'A SPHEROID TANK 100 FT N. AND 99 FT E. OF THE CENTER OF THE
 QS0671'INTERSECTION OF SUMMIT STREET AND C STREET.  THE TOWER IS
 QS0671'125 FT HIGH TO CENTER OF RED LIGHT ON TOP.  IT WAS BUILT IN
 QS0671'1956.
 QS0671'
 QS0671'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 QS0671'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0671'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0671'
 QS0671'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0410 ***********************************************************************
 OS0410  DESIGNATION -  MIKE 2
 OS0410  PID         -  OS0410
 OS0410  STATE/COUNTY-  SD/JACKSON
 OS0410  COUNTRY     -  US
 OS0410  USGS QUAD   -  KADOKA (2017)
 OS0410
 OS0410                         *CURRENT SURVEY CONTROL
 OS0410  ______________________________________________________________________
 OS0410* NAD 83(1996) POSITION- 43 50 14.23346(N) 101 34 54.47230(W)   NO CHECK
 OS0410* NAVD 88 ORTHO HEIGHT -   751.269 (meters)     2464.79  (feet) ADJUSTED
 OS0410  ______________________________________________________________________
 OS0410  GEOID HEIGHT    -        -21.346 (meters)                     GEOID18
 OS0410  LAPLACE CORR    -         -9.56  (seconds)                    DEFLEC18
 OS0410  DYNAMIC HEIGHT  -        751.030 (meters)     2464.00  (feet) COMP
 OS0410  MODELED GRAVITY -    980,276.3   (mgal)                       NAVD 88
 OS0410
 OS0410  HORZ ORDER      -  THIRD
 OS0410  VERT ORDER      -  FIRST     CLASS II
 OS0410
 OS0410.The horizontal coordinates were established by classical geodetic methods
 OS0410.and adjusted by the National Geodetic Survey in January 1998.
 OS0410
 OS0410.No horizontal observational check was made to the station.
 OS0410
 OS0410.The orthometric height was determined by differential leveling and
 OS0410.adjusted by the NATIONAL GEODETIC SURVEY
 OS0410.in September 1993.
 OS0410
 OS0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0410.GEOID18 height accuracy estimate available here.
 OS0410
 OS0410.Click photographs - Photos may exist for this station.
 OS0410
 OS0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0410
 OS0410.The dynamic height is computed by dividing the NAVD 88
 OS0410.geopotential number by the normal gravity value computed on the
 OS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0410.degrees latitude (g = 980.6199 gals.).
 OS0410
 OS0410.The modeled gravity was interpolated from observed gravity values.
 OS0410
 OS0410. The following values were computed from the NAD 83(1996) position.
 OS0410
 OS0410;                    North         East     Units Scale Factor Converg.
 OS0410;SPC SD S     -   167,831.778   499,604.562   MT  0.99991415   -0 51 40.5
 OS0410;SPC SD S     -   550,628.09  1,639,119.30   sFT  0.99991415   -0 51 40.5
 OS0410;UTM  14      - 4,857,041.023   292,438.843   MT  1.00012992   -1 47 19.8
 OS0410
 OS0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0410!SPC SD S     -   0.99988556  x   0.99991415  =   0.99979972
 OS0410!UTM  14      -   0.99988556  x   1.00012992  =   1.00001546
 OS0410
 OS0410:                Primary Azimuth Mark                     Grid Az
 OS0410:SPC SD S     -  KADOKA MUNICIPAL TANK                    094 15 35.2
 OS0410:UTM  14      -  KADOKA MUNICIPAL TANK                    095 11 14.5
 OS0410
 OS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9243857041(NAD 83)
 OS0410
 OS0410|---------------------------------------------------------------------|
 OS0410| PID    Reference Object                     Distance      Geod. Az  |
 OS0410|                                                           dddmmss.s |
 OS0410| OS0408 T 22 RESET                           17.596 METERS 08947     |
 OS0410| OS0770 KADOKA MUNICIPAL TANK               APPROX. 5.8 KM 0932354.7 |
 OS0410| OS0411 MIKE                                189.085 METERS 13936     |
 OS0410| OS0409 MIKE 2 RM 3                          12.064 METERS 35002     |
 OS0410|---------------------------------------------------------------------|
 OS0410
 OS0410                          SUPERSEDED SURVEY CONTROL
 OS0410
 OS0410  NAD 83(1995)-  43 50 14.22647(N)    101 34 54.47445(W) AD(       ) 3
 OS0410  NAD 83(1986)-  43 50 14.22646(N)    101 34 54.47646(W) AD(       ) 3
 OS0410  NAD 27      -  43 50 14.24751(N)    101 34 52.96440(W) AD(       ) 3
 OS0410  NGVD 29             750.70   (m)         2462.9    (f) LEVELING    3  
 OS0410
 OS0410.Superseded values are not recommended for survey control.
 OS0410
 OS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0410.See file dsdata.pdf to determine how the superseded data were derived.
 OS0410
 OS0410_MARKER: DS = TRIANGULATION STATION DISK
 OS0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0410_STAMPING: MIKE 2 B.M. RESET 1966
 OS0410_MARK LOGO: CGS
 OS0410_PROJECTION: RECESSED 3 CENTIMETERS
 OS0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0410+STABILITY: SURFACE MOTION
 OS0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0410+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1991
 OS0410
 OS0410  HISTORY     - Date     Condition        Report By
 OS0410  HISTORY     - 1966     MONUMENTED       CGS
 OS0410  HISTORY     - 1966     GOOD             CGS
 OS0410  HISTORY     - 1985     GOOD             NGS
 OS0410  HISTORY     - 19910713 GOOD             NGS
 OS0410
 OS0410                          STATION DESCRIPTION
 OS0410
 OS0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OS0410'THE STATION IS LOCATED ABOUT 14.75 MILES SOUTH-SOUTHEAST OF
 OS0410'PHILIP, 8 MILES NORTHEAST OF WETA, 3.5 MILES WEST OF KADOKA,
 OS0410'AT THE NORTH RIGHT-OF-WAY OF THE WEST BOUND LANE OF INTERSTATE
 OS0410'90, AND IN SECTION 26, T 2 S, R 21 E.
 OS0410'
 OS0410'TO REACH THE STATION FROM THE POST OFFICE IN KADOKA, GO NORTH
 OS0410'ON MAIN STREET FOR 0.2 MILE TO A CROSS STREET.  TURN LEFT
 OS0410'AND GO WEST FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAY 16,
 OS0410'STATE HIGHWAYS 40 AND 73.  CONTINUE WEST ON U.S. HIGHWAY 16
 OS0410'FOR 2.9 MILES.  TURN RIGHT AND GO NORTH FOR ABOUT 800 FEET
 OS0410'TO THE STATION AT THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 OS0410'90.
 OS0410'
 OS0410'THE STATION SURFACE MARK, A STANDARD DISK STAMPED MIKE 2 B.M.
 OS0410'RESET 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 OS0410'PROJECTS 1 INCH.  IT IS 5.5 FEET EAST-SOUTHEAST OF A CORNER
 OS0410'FENCE POST, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 OS0410'2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCELINE FOR THE
 OS0410'WEST BOUND LANE OF INTERSTATE HIGHWAY 90.  THE UNDERGROUND MARK,
 OS0410'A STANDARD DISK STAMPED MIKE 2 1966, IS SET IN AN IRREGULAR
 OS0410'MASS OF CONCRETE 3.4 FEET BELOW THE SURFACE OF THE GROUND.
 OS0410'
 OS0410'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MIKE 2 NO. 3 1966,
 OS0410'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 OS0410'INCHES.  IT IS 37.5 FEET NORTH OF THE CORNER FENCE POST AND
 OS0410'1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 OS0410'
 OS0410'BENCH MARK T 22 RESET (REFERENCE MARK NO. 4) A STANDARD DISK
 OS0410'STAMPED T 22 RESET 1966, SET IN THE TOP OF A ROUND CONCRETE
 OS0410'POST WHICH PROJECTS 2 INCHES.  THIS IS A STANDARD COAST AND
 OS0410'GEODETIC SURVEY BENCH MARK DISK.  IT IS 63.5 FEET EAST OF THE
 OS0410'CORNER FENCE POST, 2 FEET WEST-NORTHWEST OF A METAL WITNESS
 OS0410'POST, 1.5 FEET SOUTH OF A POINT WHERE THE RIGHT-OF-WAY
 OS0410'FENCE TURNS SOUTHEAST, AND ON THE NORTH RIGHT-OF-WAY OF THE
 OS0410'WEST BOUND LANE OF INTERSTATE HIGHWAY 90.
 OS0410'
 OS0410'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 OS0410'
 OS0410'NOTE--ALL MARKS ARE BENCH MARKS.
 OS0410
 OS0410                          STATION RECOVERY (1966)
 OS0410
 OS0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0410'4.1 MI W FROM KADOKA.
 OS0410'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0410'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 3.6 MILES
 OS0410'WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73, THENCE
 OS0410'800 FEET NORTH TO THE WEST BOUND LANE FOR INTERSTATE HIGHWAY 90
 OS0410'AND THE MARK AT THE NORTH EDGE OF THE RIGHT-OF-WAY, 5.5 FEET
 OS0410'EAST-SOUTHEAST OF A CORNER FENCE POST, 2.5 FEET EAST OF A METAL
 OS0410'WITNESS POST, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN
 OS0410'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 OS0410
 OS0410                          STATION RECOVERY (1985)
 OS0410
 OS0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0410'THE MARK IS 6.4 M ABOVE THE HIGHWAY.
 OS0410'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0410'NEW DESCRIPTION FOLLOWS.  4.6 KM (2.9 MI) WEST ALONG I-90 FROM THE
 OS0410'JUNCTION OF STATE HIGHWAY 73 SOUTH AT KADOKA, 0.42 KM (0.25 MI) EAST
 OS0410'OF MILEPOST 147, ON TOP OF THE CREST OF A SMALL HILL, 113.2 METERS
 OS0410'(371 FT) (SLOPE DISTANT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 OS0410'83.8 (275 FT) NORTH OF THE RIGHT-OF-WAY FENCE AND 12.0 METERS
 OS0410'(39.5 FT) SOUTH OF RM 3.
 OS0410'THE MARK IS 0.7 METERS  SE FROM  A WITNESS POST
 OS0410
 OS0410                          STATION RECOVERY (1991)
 OS0410
 OS0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0410'4.7 KM (2.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0410'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.4 KM (0.25 MI)
 OS0410'EAST OF MILEPOST 147, 113.2 M (371.4 FT) NORTH OF THE CENTERLINE OF
 OS0410'THE WESTBOUND LANES OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTH OF
 OS0410'REFERENCE MARK 3, 1.7 M (5.6 FT) EAST OF THE MOST SOUTHERLY OF 3
 OS0410'BRACED FENCE POSTS, 6.0 M (19.7 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OS0410'0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OS0410'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0409 ***********************************************************************
 OS0409  DESIGNATION -  MIKE 2 RM 3
 OS0409  PID         -  OS0409
 OS0409  STATE/COUNTY-  SD/JACKSON
 OS0409  COUNTRY     -  US
 OS0409  USGS QUAD   -  KADOKA (2017)
 OS0409
 OS0409                         *CURRENT SURVEY CONTROL
 OS0409  ______________________________________________________________________
 OS0409* NAD 83(1986) POSITION- 43 50 14.62   (N) 101 34 54.57   (W)   HD_HELD1
 OS0409* NAVD 88 ORTHO HEIGHT -   751.028 (meters)     2464.00  (feet) ADJUSTED
 OS0409  ______________________________________________________________________
 OS0409  GEOID HEIGHT    -        -21.346 (meters)                     GEOID18
 OS0409  DYNAMIC HEIGHT  -        750.789 (meters)     2463.21  (feet) COMP
 OS0409  MODELED GRAVITY -    980,276.1   (mgal)                       NAVD 88
 OS0409
 OS0409  VERT ORDER      -  FIRST     CLASS II
 OS0409
 OS0409.The horizontal coordinates were determined by differentially corrected
 OS0409.hand held GPS observations or other comparable positioning techniques
 OS0409.and have an estimated accuracy of +/- 3 meters.
 OS0409
 OS0409.The orthometric height was determined by differential leveling and
 OS0409.adjusted by the NATIONAL GEODETIC SURVEY
 OS0409.in September 1993.
 OS0409
 OS0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0409.GEOID18 height accuracy estimate available here.
 OS0409
 OS0409.Click photographs - Photos may exist for this station.
 OS0409
 OS0409.The dynamic height is computed by dividing the NAVD 88
 OS0409.geopotential number by the normal gravity value computed on the
 OS0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0409.degrees latitude (g = 980.6199 gals.).
 OS0409
 OS0409.The modeled gravity was interpolated from observed gravity values.
 OS0409
 OS0409;                    North         East    Units  Estimated Accuracy
 OS0409;SPC SD S     -   167,843.7     499,602.6     MT  (+/- 3 meters HH1 GPS) 
 OS0409
 OS0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9243757053(NAD 83)
 OS0409
 OS0409                          SUPERSEDED SURVEY CONTROL
 OS0409
 OS0409.No superseded survey control is available for this station.
 OS0409
 OS0409_MARKER: DR = REFERENCE MARK DISK
 OS0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0409_STAMPING: MIKE 2 NO 3 1966
 OS0409_MARK LOGO: CGS
 OS0409_PROJECTION: FLUSH
 OS0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0409+STABILITY: SURFACE MOTION
 OS0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0409+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1991
 OS0409
 OS0409  HISTORY     - Date     Condition        Report By
 OS0409  HISTORY     - 1966     MONUMENTED       CGS
 OS0409  HISTORY     - 1985     GOOD             NGS
 OS0409  HISTORY     - 19910713 GOOD             NGS
 OS0409
 OS0409                          STATION DESCRIPTION
 OS0409
 OS0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OS0409'4.1 MI W FROM KADOKA.
 OS0409'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0409'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE WEST ALONG
 OS0409'U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 738 THENCE NORTH FOR
 OS0409'ABOUT 835 FEET, 37.5 FEET NORTH OF A CORNER FENCE POST IN THE
 OS0409'NORTH RIGHT-OF-WAY FENCELINE FOR THE WEST BOUND LANE FOR INTERSTATE
 OS0409'HIGHWAY 90, 1 FOOT WEST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP
 OS0409'OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 OS0409
 OS0409                          STATION RECOVERY (1985)
 OS0409
 OS0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0409'THE MARK IS 0.2 M BELOW THE STATION.
 OS0409'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0409'NEW DESCRIPTION FOLLOWS.  4.6 KM (2.9 MI) WEST ALONG I-90 FROM THE
 OS0409'JUNCTION OF STATE HIGHWAY 73 SOUTH AT KADOKA, 125.1 METERS (410.5 FT)
 OS0409'(SLOPE DISTANT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 OS0409'95.8 METERS (314.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE, 12.0 METERS
 OS0409'(39.5 FT) NORTH-NORTHWEST OF THE STATION AND 0.3 METER (1 FT) WEST OF
 OS0409'A NORTH-SOUTH FENCE.
 OS0409'THE MARK IS 11.7 METERS  NNW FROM  A WITNESS POST
 OS0409
 OS0409                          STATION RECOVERY (1991)
 OS0409
 OS0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0409'4.7 KM (2.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0409'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.4 KM (0.25 MI)
 OS0409'EAST OF MILEPOST 147, 125.2 M (410.8 FT) NORTH OF THE CENTERLINE OF
 OS0409'THE WESTBOUND LANES OF THE HIGHWAY, 12.0 M (39.4 FT) NORTH OF
 OS0409'TRIANGULATION STATION MIKE 2, 6.4 M (21.0 FT) NORTH OF THE MOST
 OS0409'NORTHERLY OF 3 BRACED FENCE POSTS, 6.0 M (19.7 FT) ABOVE THE LEVEL OF
 OS0409'THE HIGHWAY, 0.2 M (0.7 FT) WEST THE FENCE, AND THE MONUMENT IS FLUSH
 OS0409'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0638 ***********************************************************************
 QR0638  DESIGNATION -  MIKE ET
 QR0638  PID         -  QR0638
 QR0638  STATE/COUNTY-  SD/MCPHERSON
 QR0638  COUNTRY     -  US
 QR0638  USGS QUAD   -  LEOLA SW (2017)
 QR0638
 QR0638                         *CURRENT SURVEY CONTROL
 QR0638  ______________________________________________________________________
 QR0638* NAD 83(1996) POSITION- 45 36 22.53316(N) 098 55 54.44852(W)   ADJUSTED
 QR0638* NAVD 88 ORTHO HEIGHT -   464.0   (meters)     1522.    (feet) VERTCON3
 QR0638  ______________________________________________________________________
 QR0638  GEOID HEIGHT    -        -23.755 (meters)                     GEOID18
 QR0638  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 QR0638  HORZ ORDER      -  SECOND
 QR0638
 QR0638.The horizontal coordinates were established by classical geodetic methods
 QR0638.and adjusted by the National Geodetic Survey in January 1998.
 QR0638
 QR0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0638
 QR0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0638.GEOID18 height accuracy estimate available here.
 QR0638
 QR0638.Click photographs - Photos may exist for this station.
 QR0638
 QR0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0638
 QR0638. The following values were computed from the NAD 83(1996) position.
 QR0638
 QR0638;                    North         East     Units Scale Factor Converg.
 QR0638;SPC SD N     -   197,567.532   683,328.358   MT  0.99998604   +0 45 21.6
 QR0638;SPC SD N     -   648,186.14  2,241,886.45   sFT  0.99998604   +0 45 21.6
 QR0638;UTM  14      - 5,050,303.966   505,318.898   MT  0.99960035   +0 02 55.5
 QR0638
 QR0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0638!SPC SD N     -   0.99993098  x   0.99998604  =   0.99991702
 QR0638!UTM  14      -   0.99993098  x   0.99960035  =   0.99953136
 QR0638
 QR0638:                Primary Azimuth Mark                     Grid Az
 QR0638:SPC SD N     -  DAN ET                                   172 00 10.0
 QR0638:UTM  14      -  DAN ET                                   172 42 36.1
 QR0638
 QR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0531850303(NAD 83)
 QR0638
 QR0638|---------------------------------------------------------------------|
 QR0638| PID    Reference Object                     Distance      Geod. Az  |
 QR0638|                                                           dddmmss.s |
 QR0638| CO6396 MIKE ET RM 2                         15.680 METERS 00439     |
 QR0638| QR0635 DAN ET                              APPROX. 4.5 KM 1724531.6 |
 QR0638| CO6395 MIKE ET RM 1                         13.495 METERS 17602     |
 QR0638|---------------------------------------------------------------------|
 QR0638
 QR0638                          SUPERSEDED SURVEY CONTROL
 QR0638
 QR0638  NAD 83(1986)-  45 36 22.54640(N)    098 55 54.43542(W) AD(       ) 2
 QR0638  NAD 27      -  45 36 22.63273(N)    098 55 53.04797(W) AD(       ) 2
 QR0638  NGVD 29 (07/19/86)  463.7    (m)         1521.     (f) VERT ANG       
 QR0638
 QR0638.Superseded values are not recommended for survey control.
 QR0638
 QR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0638.See file dsdata.pdf to determine how the superseded data were derived.
 QR0638
 QR0638_MARKER: DD = SURVEY DISK
 QR0638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0638+WITH SETTING: INFORMATION.
 QR0638_STAMPING: ET MIKE 1970
 QR0638_MARK LOGO: USGS
 QR0638_PROJECTION: FLUSH
 QR0638_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0638
 QR0638  HISTORY     - Date     Condition        Report By
 QR0638  HISTORY     - 1970     MONUMENTED       USGS
 QR0638
 QR0638                          STATION DESCRIPTION
 QR0638
 QR0638'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0638'THE STATION IS ABOUT 8.2 MI S. OF LEOLA, ABOUT 300 FT S. OF THE
 QR0638'COR. OF SECS. 28, 29, 32 AND 33, T. 125 N., R. 67 W., ALONG
 QR0638'ST. HWY. 45 ON A SMALL RISE.
 QR0638'
 QR0638'TO REACH THE STATION FROM THE JCT. OF ST. HWYS. 10 AND 45 AT THE
 QR0638'E. EDGE OF LEOLA, GO S. ON ST. HWY. 45 FOR 8.1 MI TO THE TOP OF
 QR0638'A LOW HILL AND THE STATION ON THE LEFT.
 QR0638'
 QR0638'STATION MARK, STAMPED ET MIKE 1970 IS 44 FT N. AND 27 FT
 QR0638'E. CENTER HWY. AT DRIVE W.  7 FT W. OF THE E. RIGHT-OF-WAY FENCE
 QR0638'AND USGS WITNESS POST.
 QR0638'
 QR0638'REFERENCE MARK NO. 1, STAMPED MIKE NO 1 1970 IS SSE. OF THE
 QR0638'STATION, 30 FT E. CENTER HWY. AT DRIVE W., 4 FT W. OF
 QR0638'E. RIGHT-OF-WAY FENCE.
 QR0638'
 QR0638'REFERENCE MARK NO. 2, STAMPED MIKE NO 2 1970 IS NNE. OF THE
 QR0638'STATION, 31 FT E. CENTER HWY. AND 95 FT N. OF CENTER DRIVE W., 3
 QR0638'FT W. OF THE E. RIGHT-OF-WAY FENCE AND 2.5 FT S. AND 3 FT W. OF
 QR0638'TELEPHONE POLE NO. 405.
 QR0638'
 QR0638'NO AZIMUTH MARK WAS SET.
 QR0638'
 QR0638'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0638'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 QR0638'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS WERE SET FLUSH WITH
 QR0638'THE GROUND.
 QR0638'
 QR0638'NO REFERENCE AZIMUTH USED.
 QR0638'
 QR0638'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0566 ***********************************************************************
 QQ0566  DESIGNATION -  MILBANK C M ST PP RNDHSE RR TK
 QQ0566  PID         -  QQ0566
 QQ0566  STATE/COUNTY-  SD/GRANT
 QQ0566  COUNTRY     -  US
 QQ0566  USGS QUAD   -  MILBANK WEST (2017)
 QQ0566
 QQ0566                         *CURRENT SURVEY CONTROL
 QQ0566  ______________________________________________________________________
 QQ0566* NAD 83(1996) POSITION- 45 13 21.60620(N) 096 38 14.14001(W)   ADJUSTED
 QQ0566  ______________________________________________________________________
 QQ0566  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 QQ0566  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 QQ0566  HORZ ORDER      -  THIRD
 QQ0566
 QQ0566.The horizontal coordinates were established by classical geodetic methods
 QQ0566.and adjusted by the National Geodetic Survey in January 1998.
 QQ0566
 QQ0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0566.GEOID18 height accuracy estimate available here.
 QQ0566
 QQ0566.Click photographs - Photos may exist for this station.
 QQ0566
 QQ0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0566
 QQ0566. The following values were computed from the NAD 83(1996) position.
 QQ0566
 QQ0566;                    North         East     Units Scale Factor Converg.
 QQ0566;SPC SD N     -   159,871.413   864,021.508   MT  0.99994358   +2 22 47.8
 QQ0566;SPC SD N     -   524,511.46  2,834,710.56   sFT  0.99994358   +2 22 47.8
 QQ0566;UTM  14      - 5,010,402.268   685,496.941   MT  1.00002310   +1 40 39.6
 QQ0566
 QQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8549610402(NAD 83)
 QQ0566
 QQ0566                          SUPERSEDED SURVEY CONTROL
 QQ0566
 QQ0566  NAD 83(1986)-  45 13 21.60759(N)    096 38 14.12947(W) AD(       ) 3
 QQ0566  NAD 27      -  45 13 21.75900(N)    096 38 12.90700(W) AD(       ) 3
 QQ0566
 QQ0566.Superseded values are not recommended for survey control.
 QQ0566
 QQ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0566.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0566
 QQ0566_MARKER: 53 = ELEVATED TANK
 QQ0566
 QQ0566  HISTORY     - Date     Condition        Report By
 QQ0566  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0566
 QQ0566                          STATION DESCRIPTION
 QQ0566
 QQ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0566'POINT OBSERVED UPON WAS FINIAL OF BLACK WATER TANK OF C.M. ST.
 QQ0566'P AND P RR, LOCATED AT ITS ROUNDHOUSE IN NE PART OF TOWN.
 QQ0566'IT IS APPROXIMATELY 75 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0562 ***********************************************************************
 QQ0562  DESIGNATION -  MILBANK CONG CHURCH SPIRE
 QQ0562  PID         -  QQ0562
 QQ0562  STATE/COUNTY-  SD/GRANT
 QQ0562  COUNTRY     -  US
 QQ0562  USGS QUAD   -  MILBANK WEST (2017)
 QQ0562
 QQ0562                         *CURRENT SURVEY CONTROL
 QQ0562  ______________________________________________________________________
 QQ0562* NAD 83(1996) POSITION- 45 13 12.58653(N) 096 37 56.73095(W)   ADJUSTED
 QQ0562  ______________________________________________________________________
 QQ0562  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 QQ0562  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 QQ0562  HORZ ORDER      -  THIRD
 QQ0562
 QQ0562.The horizontal coordinates were established by classical geodetic methods
 QQ0562.and adjusted by the National Geodetic Survey in January 1998.
 QQ0562
 QQ0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0562.GEOID18 height accuracy estimate available here.
 QQ0562
 QQ0562.Click photographs - Photos may exist for this station.
 QQ0562
 QQ0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0562
 QQ0562. The following values were computed from the NAD 83(1996) position.
 QQ0562
 QQ0562;                    North         East     Units Scale Factor Converg.
 QQ0562;SPC SD N     -   159,609.004   864,412.549   MT  0.99994345   +2 23 00.1
 QQ0562;SPC SD N     -   523,650.54  2,835,993.50   sFT  0.99994345   +2 23 00.1
 QQ0562;UTM  14      - 5,010,135.065   685,884.767   MT  1.00002487   +1 40 51.7
 QQ0562
 QQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8588410135(NAD 83)
 QQ0562
 QQ0562                          SUPERSEDED SURVEY CONTROL
 QQ0562
 QQ0562  NAD 83(1986)-  45 13 12.58614(N)    096 37 56.72021(W) AD(       ) 3
 QQ0562  NAD 27      -  45 13 12.73300(N)    096 37 55.49900(W) AD(       ) 3
 QQ0562
 QQ0562.Superseded values are not recommended for survey control.
 QQ0562
 QQ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0562.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0562
 QQ0562_MARKER: 90 = CHURCH SPIRE
 QQ0562
 QQ0562  HISTORY     - Date     Condition        Report By
 QQ0562  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0562
 QQ0562                          STATION DESCRIPTION
 QQ0562
 QQ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0562'POINT OBSERVED UPON WAS TIP OF SPIRE OF CONGREGATIONAL CHURCH
 QQ0562'OF MILBANK.  IT IS A DARK BRICK STRUCTURE, WITH TALL, SLATE
 QQ0562'SPIRE ON SE CORNER OF BUILDING.  IT IS LOCATED IN SE PART OF
 QQ0562'TOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DS2091 ***********************************************************************
 DS2091  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2091  DESIGNATION -  MILBANK MNCORS ARP
 DS2091  PID         -  DS2091
 DS2091  STATE/COUNTY-  SD/GRANT
 DS2091  COUNTRY     -  US
 DS2091  USGS QUAD   -  MILBANK WEST (2017)
 DS2091
 DS2091                         *CURRENT SURVEY CONTROL
 DS2091  ______________________________________________________________________
 DS2091* NAD 83(2011) POSITION- 45 12 50.51977(N) 096 38 24.65111(W)   ADJUSTED
 DS2091* NAD 83(2011) ELLIP HT-   327.881 (meters)        (07/01/24)   ADJUSTED
 DS2091* NAD 83(2011) EPOCH   -  2010.00
 DS2091* NAVD 88 ORTHO HEIGHT -   353.70  (meters)     1160.4   (feet) GPS OBS
 DS2091  ______________________________________________________________________
 DS2091  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 DS2091  NAD 83(2011) X  -   -520,464.213 (meters)                     COMP
 DS2091  NAD 83(2011) Y  - -4,470,778.110 (meters)                     COMP
 DS2091  NAD 83(2011) Z  -  4,504,369.152 (meters)                     COMP
 DS2091  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 DS2091
 DS2091  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2091  Standards:
 DS2091         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2091            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2091  -------------------------------------------------------------------
 DS2091  NETWORK    0.14   0.29           0.06   0.05   0.15     -0.01016015
 DS2091  -------------------------------------------------------------------
 DS2091  Click here for local accuracies and other accuracy information.
 DS2091
 DS2091.The horizontal coordinates were established by GPS observations
 DS2091.and adjusted by the MN DEPT OF TRANSP in July 2024.
 DS2091
 DS2091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2091.been affixed to the stable North American tectonic plate. See 
 DS2091.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2091
 DS2091.The horizontal coordinates are valid at the epoch date displayed above
 DS2091.which is a decimal equivalence of Year/Month/Day.
 DS2091
 DS2091.The orthometric height was determined by GPS observations and a
 DS2091.high-resolution geoid model using precise GPS observation and
 DS2091.processing techniques.
 DS2091
 DS2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2091.GEOID18 height accuracy estimate available here.
 DS2091
 DS2091.Click photographs - Photos may exist for this station.
 DS2091
 DS2091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2091
 DS2091.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2091
 DS2091.The ellipsoidal height was determined by GPS observations
 DS2091.and is referenced to NAD 83.
 DS2091
 DS2091. The following values were computed from the NAD 83(2011) position.
 DS2091
 DS2091;                    North         East     Units Scale Factor Converg.
 DS2091;SPC SD N     -   158,903.102   863,832.214   MT  0.99994314   +2 22 40.3
 DS2091;SPC SD N     -   521,334.59  2,834,089.52   sFT  0.99994314   +2 22 40.3
 DS2091;UTM  14      - 5,009,436.274   685,295.774   MT  1.00002218   +1 40 31.2
 DS2091
 DS2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2091!SPC SD N     -   0.99994860  x   0.99994314  =   0.99989174
 DS2091!UTM  14      -   0.99994860  x   1.00002218  =   0.99997078
 DS2091
 DS2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8529509436(NAD 83)
 DS2091
 DS2091                          SUPERSEDED SURVEY CONTROL
 DS2091
 DS2091.No superseded survey control is available for this station.
 DS2091
 DS2091_MARKER: Z = SEE DESCRIPTION
 DS2091_MARK LOGO: MNDT
 DS2091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DS2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2091+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DS2091
 DS2091  HISTORY     - Date     Condition        Report By
 DS2091  HISTORY     - 20140115 MONUMENTED       MNDT
 DS2091  HISTORY     - 20240130 GOOD             MNDT
 DS2091  HISTORY     - 20240814 GOOD             MNDT
 DS2091
 DS2091                          STATION DESCRIPTION
 DS2091
 DS2091'DESCRIBED BY MN DEPT OF TRANSP 2024 (DS)
 DS2091'IN MILBANK SOUTH DAKOTA, 0.36 MI (0.58 KM) SOUTH ALONG COUNTY HIGHWAY
 DS2091'15 (SOUTH DAKOTA STREET) FROM THE JUNCTION OF COUNTY HIGHWAY 15 AND
 DS2091'STATE TRUNK HIGHWAY 12 (EAST FOURTH AVENUE), THEN 140.0 FEET EAST
 DS2091'ALONG BANNER ASSOCIATES ENTRANCE DRIVE, THEN 75.0 FEET NORTH. THE
 DS2091'ANTENNA IS AFFIXED TO A SECO ADJUSTABLE MOUNT WHICH IS THREADED ONTO A
 DS2091'2 INCH (5 CM) STEEL PIPE. THE MONUMENT IS MOUNTED ON A STEEL TOWER
 DS2091'NEAR THE NORTHEAST CORNER OF BANNER ASSOCIATES OFFICE BUILDING.
 DS2091
 DS2091                          STATION RECOVERY (2024)
 DS2091
 DS2091'RECOVERY NOTE BY MN DEPT OF TRANSP 2024 (MPP)
 DS2091'THE MARK IS LOCATED ABOUT IN MILBANK SOUTH DAKOTA, 0.36 MI (0.58 KM)
 DS2091'SOUTH ALONG COUNTY HIGHWAY 15 (SOUTH DAKOTA STREET) FROM THE JUNCTION
 DS2091'OF COUNTY HIGHWAY 15 AND STATE TRUNK HIGHWAY 12 (EAST FOURTH AVENUE),
 DS2091'THEN 140.0 FT (42.7 M) EAST ALONG BANNER ASSOCIATES ENTRANCE DRIVE,
 DS2091'THEN 75.0 FT (22.9 M) NORTH.  ANTENNA IS MOUNTED ON A STEEL TOWER NEAR
 DS2091'THE NORTHEAST CORNER OF BANNER ASSOCIATES OFFICE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0563 ***********************************************************************
 QQ0563  DESIGNATION -  MILBANK MUNICIPAL TANK
 QQ0563  PID         -  QQ0563
 QQ0563  STATE/COUNTY-  SD/GRANT
 QQ0563  COUNTRY     -  US
 QQ0563  USGS QUAD   -  MILBANK WEST (2017)
 QQ0563
 QQ0563                         *CURRENT SURVEY CONTROL
 QQ0563  ______________________________________________________________________
 QQ0563* NAD 83(1996) POSITION- 45 13 06.23039(N) 096 38 06.87343(W)   ADJUSTED
 QQ0563  ______________________________________________________________________
 QQ0563  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 QQ0563  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 QQ0563  HORZ ORDER      -  THIRD
 QQ0563
 QQ0563.The horizontal coordinates were established by classical geodetic methods
 QQ0563.and adjusted by the National Geodetic Survey in January 1998.
 QQ0563
 QQ0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0563.GEOID18 height accuracy estimate available here.
 QQ0563
 QQ0563.Click photographs - Photos may exist for this station.
 QQ0563
 QQ0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0563
 QQ0563. The following values were computed from the NAD 83(1996) position.
 QQ0563
 QQ0563;                    North         East     Units Scale Factor Converg.
 QQ0563;SPC SD N     -   159,403.766   864,199.619   MT  0.99994336   +2 22 52.9
 QQ0563;SPC SD N     -   522,977.19  2,835,294.92   sFT  0.99994336   +2 22 52.9
 QQ0563;UTM  14      - 5,009,932.435   685,669.319   MT  1.00002388   +1 40 44.3
 QQ0563
 QQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8566909932(NAD 83)
 QQ0563
 QQ0563                          SUPERSEDED SURVEY CONTROL
 QQ0563
 QQ0563  NAD 83(1986)-  45 13 06.22705(N)    096 38 06.86195(W) AD(       ) 3
 QQ0563  NAD 27      -  45 13 06.35000(N)    096 38 05.63800(W) AD(       ) 3
 QQ0563
 QQ0563.Superseded values are not recommended for survey control.
 QQ0563
 QQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0563.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0563
 QQ0563_MARKER: 53 = ELEVATED TANK
 QQ0563
 QQ0563  HISTORY     - Date     Condition        Report By
 QQ0563  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0563  HISTORY     - 1935     GOOD             CGS
 QQ0563
 QQ0563                          STATION DESCRIPTION
 QQ0563
 QQ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0563'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK, STEEL TANK,
 QQ0563'PAINTED SILVER WITH SHINGLED ROOF.  IT IS LOCATED IN CENTER
 QQ0563'OF TOWN, JUST BACK OF CITY AUDITORIUM AT CORNER OF MAIN STREET
 QQ0563'AND 5TH AVE.  IT IS ABOUT 90 FT HIGH.  OBSERVED UPON FROM STATIONS
 QQ0563'TROY AND MOUND 1903 1935 (C.I.A.).
 QQ0563
 QQ0563                          STATION RECOVERY (1935)
 QQ0563
 QQ0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0563'POINT OBSERVED UPON WAS FINIAL OF SILVER MUNICIPAL WATER TANK
 QQ0563'LOCATED IN CENTRAL PART OF TOWN.  IT IS APPROXIMATELY 125
 QQ0563'FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0564 ***********************************************************************
 QQ0564  DESIGNATION -  MILBANK SCHOOL CUPOLA
 QQ0564  PID         -  QQ0564
 QQ0564  STATE/COUNTY-  SD/GRANT
 QQ0564  COUNTRY     -  US
 QQ0564  USGS QUAD   -  MILBANK WEST (2017)
 QQ0564
 QQ0564                         *CURRENT SURVEY CONTROL
 QQ0564  ______________________________________________________________________
 QQ0564* NAD 83(1996) POSITION- 45 13 10.14437(N) 096 37 51.54084(W)   ADJUSTED
 QQ0564  ______________________________________________________________________
 QQ0564  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 QQ0564  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 QQ0564  HORZ ORDER      -  THIRD
 QQ0564
 QQ0564.The horizontal coordinates were established by classical geodetic methods
 QQ0564.and adjusted by the National Geodetic Survey in January 1998.
 QQ0564
 QQ0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0564.GEOID18 height accuracy estimate available here.
 QQ0564
 QQ0564.Click photographs - Photos may exist for this station.
 QQ0564
 QQ0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0564
 QQ0564. The following values were computed from the NAD 83(1996) position.
 QQ0564
 QQ0564;                    North         East     Units Scale Factor Converg.
 QQ0564;SPC SD N     -   159,538.391   864,528.819   MT  0.99994342   +2 23 03.8
 QQ0564;SPC SD N     -   523,418.87  2,836,374.97   sFT  0.99994342   +2 23 03.8
 QQ0564;UTM  14      - 5,010,063.026   686,000.172   MT  1.00002540   +1 40 55.3
 QQ0564
 QQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8600010063(NAD 83)
 QQ0564
 QQ0564                          SUPERSEDED SURVEY CONTROL
 QQ0564
 QQ0564  NAD 83(1986)-  45 13 10.14263(N)    096 37 51.52989(W) AD(       ) 3
 QQ0564  NAD 27      -  45 13 10.29000(N)    096 37 50.31000(W) AD(       ) 3
 QQ0564
 QQ0564.Superseded values are not recommended for survey control.
 QQ0564
 QQ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0564.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0564
 QQ0564_MARKER: 86 = CUPOLA
 QQ0564
 QQ0564  HISTORY     - Date     Condition        Report By
 QQ0564  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0564
 QQ0564                          STATION DESCRIPTION
 QQ0564
 QQ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0564'POINT OBSERVED UPON WAS FINIAL ON CUPOLA SURMOUNTING TOP OF
 QQ0564'MILBANK SCHOOL, A RED BRICK STRUCTURE WITH WHITE STONE CUPOLA.
 QQ0564'IT IS LOCATED IN S CENTRAL PART OF TOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0565 ***********************************************************************
 QQ0565  DESIGNATION -  MILBANK ST LAWRENCE CATH CH
 QQ0565  PID         -  QQ0565
 QQ0565  STATE/COUNTY-  SD/GRANT
 QQ0565  COUNTRY     -  US
 QQ0565  USGS QUAD   -  MILBANK WEST (2017)
 QQ0565
 QQ0565                         *CURRENT SURVEY CONTROL
 QQ0565  ______________________________________________________________________
 QQ0565* NAD 83(1996) POSITION- 45 13 16.98659(N) 096 37 46.98749(W)   ADJUSTED
 QQ0565  ______________________________________________________________________
 QQ0565  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 QQ0565  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 QQ0565  HORZ ORDER      -  THIRD
 QQ0565
 QQ0565.The horizontal coordinates were established by classical geodetic methods
 QQ0565.and adjusted by the National Geodetic Survey in January 1998.
 QQ0565
 QQ0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0565.GEOID18 height accuracy estimate available here.
 QQ0565
 QQ0565.Click photographs - Photos may exist for this station.
 QQ0565
 QQ0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0565
 QQ0565. The following values were computed from the NAD 83(1996) position.
 QQ0565
 QQ0565;                    North         East     Units Scale Factor Converg.
 QQ0565;SPC SD N     -   159,753.557   864,619.282   MT  0.99994351   +2 23 07.0
 QQ0565;SPC SD N     -   524,124.79  2,836,671.76   sFT  0.99994351   +2 23 07.0
 QQ0565;UTM  14      - 5,010,277.084   686,093.273   MT  1.00002582   +1 40 58.8
 QQ0565
 QQ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8609310277(NAD 83)
 QQ0565
 QQ0565                          SUPERSEDED SURVEY CONTROL
 QQ0565
 QQ0565  NAD 83(1986)-  45 13 16.98595(N)    096 37 46.97675(W) AD(       ) 3
 QQ0565  NAD 27      -  45 13 17.12700(N)    096 37 45.75500(W) AD(       ) 3
 QQ0565
 QQ0565.Superseded values are not recommended for survey control.
 QQ0565
 QQ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0565.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0565
 QQ0565_MARKER: 90 = CHURCH SPIRE
 QQ0565
 QQ0565  HISTORY     - Date     Condition        Report By
 QQ0565  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0565
 QQ0565                          STATION DESCRIPTION
 QQ0565
 QQ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0565'POINT OBSERVED UPON WAS TIP OF SPIRE OF ST. LAWRENCE CATHOLIC
 QQ0565'CHURCH, A RED BRICK STRUCTURE WITH A RED TILE ROOF AND SPIRE.
 QQ0565'SPIRE IS ON W FACE OF BUILDING.  IT IS LOCATED IN SE PART OF
 QQ0565'TOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1151 ***********************************************************************
 PT1151  DESIGNATION -  MILESVILLE
 PT1151  PID         -  PT1151
 PT1151  STATE/COUNTY-  SD/HAAKON
 PT1151  COUNTRY     -  US
 PT1151  USGS QUAD   -  MILESVILLE (2017)
 PT1151
 PT1151                         *CURRENT SURVEY CONTROL
 PT1151  ______________________________________________________________________
 PT1151* NAD 83(1996) POSITION- 44 25 04.27359(N) 101 40 42.99595(W)   ADJUSTED
 PT1151* NAVD 88 ORTHO HEIGHT -   765.    (meters)     2510.    (feet) SCALED
 PT1151  ______________________________________________________________________
 PT1151  GEOID HEIGHT    -        -20.920 (meters)                     GEOID18
 PT1151  LAPLACE CORR    -         -7.24  (seconds)                    DEFLEC18
 PT1151  HORZ ORDER      -  SECOND
 PT1151
 PT1151.The horizontal coordinates were established by classical geodetic methods
 PT1151.and adjusted by the National Geodetic Survey in January 1998.
 PT1151
 PT1151.The orthometric height was scaled from a topographic map.
 PT1151
 PT1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1151.GEOID18 height accuracy estimate available here.
 PT1151
 PT1151.Click photographs - Photos may exist for this station.
 PT1151
 PT1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1151
 PT1151. The following values were computed from the NAD 83(1996) position.
 PT1151
 PT1151;                    North         East     Units Scale Factor Converg.
 PT1151;SPC SD S     -   232,451.208   492,864.847   MT  1.00000431   -0 55 41.0
 PT1151;SPC SD S     -   762,633.67  1,617,007.42   sFT  1.00000431   -0 55 41.0
 PT1151;UTM  14      - 4,921,774.612   286,756.070   MT  1.00015926   -1 52 31.5
 PT1151
 PT1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1151!SPC SD S     -   0.99988327  x   1.00000431  =   0.99988758
 PT1151!UTM  14      -   0.99988327  x   1.00015926  =   1.00004251
 PT1151
 PT1151:                Primary Azimuth Mark                     Grid Az
 PT1151:SPC SD S     -  U 21                                     001 15 00.4
 PT1151:UTM  14      -  U 21                                     002 11 50.9
 PT1151
 PT1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8675621774(NAD 83)
 PT1151
 PT1151|---------------------------------------------------------------------|
 PT1151| PID    Reference Object                     Distance      Geod. Az  |
 PT1151|                                                           dddmmss.s |
 PT1151| PT0492 U 21                                               0001919.4 |
 PT1151| PT1152 MILESVILLE 2                         29.004 METERS 10549     |
 PT1151| CP9984 MILESVILLE RM 1                       9.893 METERS 20313     |
 PT1151| CP9985 MILESVILLE RM 2                      10.381 METERS 33742     |
 PT1151|---------------------------------------------------------------------|
 PT1151
 PT1151                          SUPERSEDED SURVEY CONTROL
 PT1151
 PT1151  NAD 83(1986)-  44 25 04.26624(N)    101 40 42.99815(W) AD(       ) 2
 PT1151  NAD 27      -  44 25 04.32200(N)    101 40 41.47500(W) AD(       ) 2
 PT1151
 PT1151.Superseded values are not recommended for survey control.
 PT1151
 PT1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1151.See file dsdata.pdf to determine how the superseded data were derived.
 PT1151
 PT1151_MARKER: DS = TRIANGULATION STATION DISK
 PT1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1151_STAMPING: MILESVILLE 1950
 PT1151_MARK LOGO: CGS
 PT1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1151+STABILITY: SURFACE MOTION
 PT1151
 PT1151  HISTORY     - Date     Condition        Report By
 PT1151  HISTORY     - 1950     MONUMENTED       CGS
 PT1151  HISTORY     - 1952     GOOD             CGS
 PT1151  HISTORY     - 1956     GOOD             CGS
 PT1151
 PT1151                          STATION DESCRIPTION
 PT1151
 PT1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1151'STATION IS ABOUT 3 MILES SOUTH OF MILESVILLE, AND 1 MILE NORTH
 PT1151'OF THE BILLS-BURG STORE.  IT IS 46 FEET EAST OF THE CENTER OF
 PT1151'A GRAVEL ROAD, 14 FEET EAST OF A WITNESS POST, AND 15 FEET
 PT1151'EAST OF A FENCE.
 PT1151'
 PT1151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1151'STATE HIGHWAY 73 IN PHILIP.  GO NORTH ON HIGHWAY 73 FOR 11.1
 PT1151'MILES TO A CROSSROADS AND A SERVICE STATION.  CONTINUE NORTH
 PT1151'ON HIGHWAY 73 FOR 14.3 MILES TO A FORK.  BEAR RIGHT AND
 PT1151'CONTINUE NORTH FOR 0.2 MILE TO A CROSSROADS AT THE BILLS-BURG
 PT1151'STORE.  CONTINUE NORTH 1.0 MILE TO A CROSSROADS AND A GATE.
 PT1151'TURN RIGHT, PASS THROUGH THE GATE, TURN LEFT AND GO NORTH ON
 PT1151'A TRACK ROAD FOR 0.15 MILE TO THE STATION.  TO REACH THE
 PT1151'BENCH MARK FROM THE STATION GO NORTH ON THE MAIN ROAD FOR
 PT1151'0.85 MILE TO THE MARK ON THE RIGHT.
 PT1151'
 PT1151'STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MILESVILLE
 PT1151'1950.
 PT1151'
 PT1151'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTER OF THE
 PT1151'ROAD, 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES
 PT1151'AND THE DISK IS STAMPED MILESVILLE NO 1 1950.
 PT1151'
 PT1151'REFERENCE MARK NO. 2 IS 34 FEET EAST OF THE CENTER OF THE
 PT1151'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 7 INCHES AND
 PT1151'THE DISK IS STAMPED MILESVILLE NO 2 1950.
 PT1151'
 PT1151'BENCH MARK U 21 IS 68 FEET EAST OF THE CENTER OF THE ROAD, 47
 PT1151'FEET SOUTHEAST OF A GATE, AND 37 FEET SOUTH OF THE CENTER OF
 PT1151'A TRACK ROAD.  IT WAS USED AS AN AZIMUTH MARK.  THE MARK IS A
 PT1151'STANDARD UNITED STATES COAST AND GEODETIC SURVEY BENCH MARK
 PT1151'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 PT1151'PROJECTS 12 INCHES.  THE DISK IS STAMPED U 21 1933.
 PT1151'
 PT1151'ALL MARKS EXCEPT THE BENCH MARK ARE STANDARD DISKS SET IN THE
 PT1151'TOPS OF 12-INCH CONCRETE CYLINDERS.
 PT1151'
 PT1151'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1151
 PT1151                          STATION RECOVERY (1952)
 PT1151
 PT1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1151'THE STATION WAS RECOVERED AND MARKS FOUND IN GOOD CONDITION.
 PT1151'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PT1151'
 PT1151'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PT1151
 PT1151                          STATION RECOVERY (1956)
 PT1151
 PT1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 PT1151'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PT1151'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE STATION
 PT1151'AND BOTH REFERENCE MARKS.  THEY WERE MOVED AND A NEW STATION,
 PT1151'MILESVILLE 2, WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION
 PT1151'FOR MILESVILLE 2 1956.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1152 ***********************************************************************
 PT1152  DESIGNATION -  MILESVILLE 2
 PT1152  PID         -  PT1152
 PT1152  STATE/COUNTY-  SD/HAAKON
 PT1152  COUNTRY     -  US
 PT1152  USGS QUAD   -  MILESVILLE (2017)
 PT1152
 PT1152                         *CURRENT SURVEY CONTROL
 PT1152  ______________________________________________________________________
 PT1152* NAD 83(1996) POSITION- 44 25 04.01746(N) 101 40 41.73454(W)   ADJUSTED
 PT1152* NAVD 88 ORTHO HEIGHT -   760.988 (meters)     2496.67  (feet) ADJUSTED
 PT1152  ______________________________________________________________________
 PT1152  GEOID HEIGHT    -        -20.921 (meters)                     GEOID18
 PT1152  LAPLACE CORR    -         -7.25  (seconds)                    DEFLEC18
 PT1152  DYNAMIC HEIGHT  -        760.792 (meters)     2496.03  (feet) COMP
 PT1152  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 PT1152
 PT1152  HORZ ORDER      -  THIRD
 PT1152  VERT ORDER      -  FIRST     CLASS II
 PT1152
 PT1152.The horizontal coordinates were established by classical geodetic methods
 PT1152.and adjusted by the National Geodetic Survey in January 1998.
 PT1152
 PT1152.The orthometric height was determined by differential leveling and
 PT1152.adjusted by the NATIONAL GEODETIC SURVEY
 PT1152.in October 1997.
 PT1152
 PT1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1152.GEOID18 height accuracy estimate available here.
 PT1152
 PT1152.Click photographs - Photos may exist for this station.
 PT1152
 PT1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1152
 PT1152.The dynamic height is computed by dividing the NAVD 88
 PT1152.geopotential number by the normal gravity value computed on the
 PT1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1152.degrees latitude (g = 980.6199 gals.).
 PT1152
 PT1152.The modeled gravity was interpolated from observed gravity values.
 PT1152
 PT1152. The following values were computed from the NAD 83(1996) position.
 PT1152
 PT1152;                    North         East     Units Scale Factor Converg.
 PT1152;SPC SD S     -   232,442.851   492,892.621   MT  1.00000430   -0 55 40.1
 PT1152;SPC SD S     -   762,606.25  1,617,098.54   sFT  1.00000430   -0 55 40.1
 PT1152;UTM  14      - 4,921,765.796   286,783.706   MT  1.00015911   -1 52 30.6
 PT1152
 PT1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1152!SPC SD S     -   0.99988397  x   1.00000430  =   0.99988827
 PT1152!UTM  14      -   0.99988397  x   1.00015911  =   1.00004306
 PT1152
 PT1152:                Primary Azimuth Mark                     Grid Az
 PT1152:SPC SD S     -  U 21                                     000 04 28.5
 PT1152:UTM  14      -  U 21                                     001 01 19.0
 PT1152
 PT1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8678321765(NAD 83)
 PT1152
 PT1152|---------------------------------------------------------------------|
 PT1152| PID    Reference Object                     Distance      Geod. Az  |
 PT1152|                                                           dddmmss.s |
 PT1152| AB6190 MILESVILLE 2 RM 3                     7.617 METERS 09837     |
 PT1152| AB6189 MILESVILLE 2 RM 4                    16.442 METERS 17849     |
 PT1152| PT1151 MILESVILLE                           29.004 METERS 28549     |
 PT1152| PT0492 U 21                                               3590848.4 |
 PT1152|---------------------------------------------------------------------|
 PT1152
 PT1152                          SUPERSEDED SURVEY CONTROL
 PT1152
 PT1152  NAD 83(1986)-  44 25 04.01009(N)    101 40 41.73663(W) AD(       ) 3
 PT1152  NAD 27      -  44 25 04.06650(N)    101 40 40.21280(W) AD(       ) 3
 PT1152
 PT1152.Superseded values are not recommended for survey control.
 PT1152
 PT1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1152.See file dsdata.pdf to determine how the superseded data were derived.
 PT1152
 PT1152_MARKER: DS = TRIANGULATION STATION DISK
 PT1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1152_STAMPING: MILESVILLE 2 1956
 PT1152_MARK LOGO: CGS
 PT1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1152+STABILITY: SURFACE MOTION
 PT1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1152+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 PT1152
 PT1152  HISTORY     - Date     Condition        Report By
 PT1152  HISTORY     - 1956     MONUMENTED       CGS
 PT1152  HISTORY     - 1961     GOOD             CGS
 PT1152  HISTORY     - 19950718 GOOD             NGS
 PT1152  HISTORY     - 20120607 GOOD             INDIV
 PT1152
 PT1152                          STATION DESCRIPTION
 PT1152
 PT1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 PT1152'STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE SMALL VILLAGE
 PT1152'OF MILESVILLE, ABOUT 1 MILE NORTH OF THE BILLS-BURG STORE,
 PT1152'250 YARDS NORTH OF A CROSSROADS, AND 138 FEET EAST OF THE
 PT1152'CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH WITH THE SURFACE
 PT1152'OF THE GROUND AND THE DISK IS STAMPED MILESVILLE 2 1956.
 PT1152'
 PT1152'REFERENCE MARK NO. 3 IS 163 FEET EAST OF THE CENTER OF GRAVEL
 PT1152'ROAD IN PASTURE LAND.  THE MARK PROJECTS 4 INCHES AND THE
 PT1152'DISK IS STAMPED MILESVILLE 2 NO 3 1956.
 PT1152'
 PT1152'REFERENCE MARK NO. 4 IS 138 FEET EAST OF THE CENTER OF GRAVEL
 PT1152'ROAD IN PASTURE LAND.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PT1152'IS STAMPED MILESVILLE 2 NO 4 1956.
 PT1152'
 PT1152'BENCH MARK U 21 WAS USED AS THE AZIMUTH MARK AND IS 68 FEET EAST
 PT1152'OF THE CENTER OF GRAVEL ROAD, 47 FEET SOUTHEAST OF A GATE,
 PT1152'AND 37 FEET SOUTH OF THE CENTER OF A FIELD TRACK ROAD.  THE
 PT1152'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 PT1152'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 PT1152'PROJECTS 12 INCHES.  THE DISK IS STAMPED U 21 1933.
 PT1152'
 PT1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1152'AND STATE HIGHWAY 73 IN PHILIP, GO NORTH ON STATE HIGHWAY
 PT1152'73 FOR 10.7 MILES TO A CROSSROADS AND A SERVICE STATION.
 PT1152'CONTINUE NORTH OF STATE HIGHWAY 73 FOR 14.3 MILES TO A POINT
 PT1152'WHERE STATE HIGHWAY 73 CURVES TO THE WEST.  CONTINUE NORTH
 PT1152'ON GRAVEL ROAD FOR 0.2 MILE TO THE BILLS-BURG STORE IN THE
 PT1152'NORTHWEST ANGLE OF CROSSROADS.  CONTINUE NORTH ON GRAVEL
 PT1152'ROAD FOR 1.0 MILE TO A CROSSROAD AND A GATE.  TURN RIGHT, THEN
 PT1152'LEFT THROUGH GATE, AND GO NORTH ACROSS PASTURE FOR 0.15 MILE
 PT1152'TO THE HIGHEST GROUND AND THE STATION AS DESCRIBED.
 PT1152'
 PT1152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.85
 PT1152'MILE TO BENCH MARK U 21 1933 ON THE RIGHT.
 PT1152'
 PT1152'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1152
 PT1152                          STATION RECOVERY (1961)
 PT1152
 PT1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1152'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN
 PT1152'1956.  THE STATION MARK, BM U 21 (AZIMUTH MARK) AND REFERENCE
 PT1152'MARKS 3 AND 4 WERE FOUND TO BE IN GOOD CONDITION.
 PT1152'
 PT1152'A SHORTER DISTANCE TO REFERENCE MARK 3 WAS FOUND.  THE DISTANCE
 PT1152'TO REFERENCE MARK 4 WAS CHECKED AND FOUND TO BE CORRECT.
 PT1152'A DIFFERENCE WAS FOUND IN THE DIRECTIONS BETWEEN BM U 21 AND
 PT1152'REFERENCE MARKS 3 AND 4.
 PT1152'
 PT1152'A MODIFIED ROUTE TO THE STATION FOLLOWS--TO REACH THE STATION
 PT1152'FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 73, WHICH IS 24.4
 PT1152'MILES NORTH OF PHILIP, DRIVE NORTH ON A GRAVELED ROAD FOR 1.0
 PT1152'MILE TO A CROSSROAD.  CONTINUE NORTH ON THE GRAVELED ROAD
 PT1152'FOR 0.15 MILE TO A SUMMIT AND THE STATION ON THE RIGHT.
 PT1152'
 PT1152'THE PICTURE POINT SELECTED IS THE CENTER OF A CIRCULAR BARREN
 PT1152'SPOT, 5 FEET IN DIAMETER, ON THE SOUTHWEST SLOPE OF THE GRASS
 PT1152'COVERED STATION KNOLL.
 PT1152'
 PT1152'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON
 PT1152'THE GRAVELED ROAD FOR 0.85 MILE TO A CROSSROAD AND THE MARK
 PT1152'ON THE RIGHT.
 PT1152'
 PT1152'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 PT1152
 PT1152                          STATION RECOVERY (1995)
 PT1152
 PT1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1152'45.8 KM (28.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT1152'OF STATE HIGHWAY 73 IN HOWES, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG
 PT1152'A GRAVELED ROAD, 42.9 M (140.7 FT) EAST OF THE ROAD CENTER, 16.5 M
 PT1152'(54.1 FT) NORTH OF REFERENCE MARK 4, 13.4 M (44.0 FT) EAST OF A
 PT1152'WITNESS POST AND FENCE, 7.6 M (24.9 FT) WEST OF REFERENCE MARK 3, 4.0
 PT1152'M (13.1 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH
 PT1152'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PT1152'JERRY NEVILLE, HCR 02, BOX 13, PHILLIP, SD 57567, TELEPHONE NUMBER
 PT1152'(605) 544-3344.
 PT1152
 PT1152                          STATION RECOVERY (2012)
 PT1152
 PT1152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT1152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6190 ***********************************************************************
 AB6190  DESIGNATION -  MILESVILLE 2 RM 3
 AB6190  PID         -  AB6190
 AB6190  STATE/COUNTY-  SD/HAAKON
 AB6190  COUNTRY     -  US
 AB6190  USGS QUAD   -  MILESVILLE (2017)
 AB6190
 AB6190                         *CURRENT SURVEY CONTROL
 AB6190  ______________________________________________________________________
 AB6190* NAD 83(1986) POSITION- 44 25 03.98   (N) 101 40 41.39   (W)   HD_HELD1
 AB6190* NAVD 88 ORTHO HEIGHT -   760.970 (meters)     2496.62  (feet) ADJUSTED
 AB6190  ______________________________________________________________________
 AB6190  GEOID HEIGHT    -        -20.921 (meters)                     GEOID18
 AB6190  DYNAMIC HEIGHT  -        760.774 (meters)     2495.97  (feet) COMP
 AB6190  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 AB6190
 AB6190  VERT ORDER      -  FIRST     CLASS II
 AB6190
 AB6190.The horizontal coordinates were determined by differentially corrected
 AB6190.hand held GPS observations or other comparable positioning techniques
 AB6190.and have an estimated accuracy of +/- 3 meters.
 AB6190
 AB6190.The orthometric height was determined by differential leveling and
 AB6190.adjusted by the NATIONAL GEODETIC SURVEY
 AB6190.in October 1997.
 AB6190
 AB6190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6190.GEOID18 height accuracy estimate available here.
 AB6190
 AB6190.Click photographs - Photos may exist for this station.
 AB6190
 AB6190.The dynamic height is computed by dividing the NAVD 88
 AB6190.geopotential number by the normal gravity value computed on the
 AB6190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6190.degrees latitude (g = 980.6199 gals.).
 AB6190
 AB6190.The modeled gravity was interpolated from observed gravity values.
 AB6190
 AB6190;                    North         East    Units  Estimated Accuracy
 AB6190;SPC SD S     -   232,441.6     492,900.2     MT  (+/- 3 meters HH1 GPS) 
 AB6190
 AB6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8679121764(NAD 83)
 AB6190
 AB6190                          SUPERSEDED SURVEY CONTROL
 AB6190
 AB6190.No superseded survey control is available for this station.
 AB6190
 AB6190_MARKER: DR = REFERENCE MARK DISK
 AB6190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6190_STAMPING: MILESVILLE 2 NO 3 1956
 AB6190_MARK LOGO: CGS
 AB6190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6190+STABILITY: SURFACE MOTION
 AB6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6190+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB6190
 AB6190  HISTORY     - Date     Condition        Report By
 AB6190  HISTORY     - 1956     MONUMENTED       CGS
 AB6190  HISTORY     - 19950718 GOOD             NGS
 AB6190  HISTORY     - 20120612 GOOD             INDIV
 AB6190
 AB6190                          STATION DESCRIPTION
 AB6190
 AB6190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6190'45.8 KM (28.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB6190'OF STATE HIGHWAY 73 IN HOWES, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG
 AB6190'A GRAVELED ROAD, 50.5 M (165.7 FT) EAST OF THE ROAD CENTER, 21.0 M
 AB6190'(68.9 FT) EAST OF A WITNESS POST AND FENCE, 16.9 M (55.4 FT) NORTHEAST
 AB6190'OF REFERENCE MARK 4, 7.6 M (24.9 FT) EAST OF TRIANGULATION STATION
 AB6190'MILESVILLE 2, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AB6190'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AB6190'MONUMENT IS ON PROPERTY OWNED BY JERRY NEVILLE, HCR 02, BOX 13,
 AB6190'PHILLIP, SD 57567, TELEPHONE NUMBER (605) 544-3344.
 AB6190
 AB6190                          STATION RECOVERY (2012)
 AB6190
 AB6190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6189 ***********************************************************************
 AB6189  DESIGNATION -  MILESVILLE 2 RM 4
 AB6189  PID         -  AB6189
 AB6189  STATE/COUNTY-  SD/HAAKON
 AB6189  COUNTRY     -  US
 AB6189  USGS QUAD   -  MILESVILLE (2017)
 AB6189
 AB6189                         *CURRENT SURVEY CONTROL
 AB6189  ______________________________________________________________________
 AB6189* NAD 83(1986) POSITION- 44 25 03.48   (N) 101 40 41.72   (W)   HD_HELD1
 AB6189* NAVD 88 ORTHO HEIGHT -   761.118 (meters)     2497.10  (feet) ADJUSTED
 AB6189  ______________________________________________________________________
 AB6189  GEOID HEIGHT    -        -20.921 (meters)                     GEOID18
 AB6189  DYNAMIC HEIGHT  -        760.922 (meters)     2496.46  (feet) COMP
 AB6189  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 AB6189
 AB6189  VERT ORDER      -  FIRST     CLASS II
 AB6189
 AB6189.The horizontal coordinates were determined by differentially corrected
 AB6189.hand held GPS observations or other comparable positioning techniques
 AB6189.and have an estimated accuracy of +/- 3 meters.
 AB6189
 AB6189.The orthometric height was determined by differential leveling and
 AB6189.adjusted by the NATIONAL GEODETIC SURVEY
 AB6189.in October 1997.
 AB6189
 AB6189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6189.GEOID18 height accuracy estimate available here.
 AB6189
 AB6189.Click photographs - Photos may exist for this station.
 AB6189
 AB6189.The dynamic height is computed by dividing the NAVD 88
 AB6189.geopotential number by the normal gravity value computed on the
 AB6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6189.degrees latitude (g = 980.6199 gals.).
 AB6189
 AB6189.The modeled gravity was interpolated from observed gravity values.
 AB6189
 AB6189;                    North         East    Units  Estimated Accuracy
 AB6189;SPC SD S     -   232,426.3     492,892.7     MT  (+/- 3 meters HH1 GPS) 
 AB6189
 AB6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8678321749(NAD 83)
 AB6189
 AB6189                          SUPERSEDED SURVEY CONTROL
 AB6189
 AB6189.No superseded survey control is available for this station.
 AB6189
 AB6189_MARKER: DR = REFERENCE MARK DISK
 AB6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6189_STAMPING: MILESVILLE 2 NO 4 1956
 AB6189_MARK LOGO: CGS
 AB6189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6189+STABILITY: SURFACE MOTION
 AB6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6189+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 AB6189
 AB6189  HISTORY     - Date     Condition        Report By
 AB6189  HISTORY     - 1956     MONUMENTED       CGS
 AB6189  HISTORY     - 19950718 GOOD             NGS
 AB6189  HISTORY     - 20120612 GOOD             INDIV
 AB6189
 AB6189                          STATION DESCRIPTION
 AB6189
 AB6189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6189'45.8 KM (28.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 AB6189'OF STATE HIGHWAY 73 IN HOWES, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG
 AB6189'A GRAVELED ROAD, 43.2 M (141.7 FT) EAST OF THE ROAD CENTER, 16.9 M
 AB6189'(55.4 FT) SOUTHWEST OF REFERENCE MARK 3, 16.5 M (54.1 FT) SOUTH OF
 AB6189'TRIANGULATION STATION MILESVILLE 2, 13.7 M (44.9 FT) EAST OF A FENCE,
 AB6189'4.0 M (13.1 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 AB6189'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AB6189'PROPERTY OWNED BY JERRY NEVILLE, HCR 02, BOX 13, PHILLIP, SD 57567,
 AB6189'TELEPHONE NUMBER (605) 544-3344.
 AB6189
 AB6189                          STATION RECOVERY (2012)
 AB6189
 AB6189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1884 ***********************************************************************
 NM1884  DESIGNATION -  MILEY
 NM1884  PID         -  NM1884
 NM1884  STATE/COUNTY-  SD/YANKTON
 NM1884  COUNTRY     -  US
 NM1884  USGS QUAD   -  TABOR SE (2017)
 NM1884
 NM1884                         *CURRENT SURVEY CONTROL
 NM1884  ______________________________________________________________________
 NM1884* NAD 83(1996) POSITION- 42 51 40.77298(N) 097 34 05.81213(W)   ADJUSTED
 NM1884* NAVD 88 ORTHO HEIGHT -   368.    (meters)     1207.    (feet) SCALED
 NM1884  ______________________________________________________________________
 NM1884  GEOID HEIGHT    -        -25.672 (meters)                     GEOID18
 NM1884  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 NM1884  HORZ ORDER      -  THIRD
 NM1884
 NM1884.The horizontal coordinates were established by classical geodetic methods
 NM1884.and adjusted by the National Geodetic Survey in January 1998.
 NM1884
 NM1884.The orthometric height was scaled from a topographic map.
 NM1884
 NM1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1884.GEOID18 height accuracy estimate available here.
 NM1884
 NM1884.Click photographs - Photos may exist for this station.
 NM1884
 NM1884.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1884
 NM1884. The following values were computed from the NAD 83(1996) position.
 NM1884
 NM1884;                    North         East     Units Scale Factor Converg.
 NM1884;SPC SD S     -    62,417.081   825,928.199   MT  0.99999349   +1 54 26.9
 NM1884;SPC SD S     -   204,780.04  2,709,732.77   sFT  0.99999349   +1 54 26.9
 NM1884;UTM  14      - 4,746,409.583   616,960.067   MT  0.99976829   +0 58 26.4
 NM1884
 NM1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1884!SPC SD S     -   0.99994628  x   0.99999349  =   0.99993977
 NM1884!UTM  14      -   0.99994628  x   0.99976829  =   0.99971459
 NM1884
 NM1884:                Primary Azimuth Mark                     Grid Az
 NM1884:SPC SD S     -  MILEY AZ MK                              258 00 50.6
 NM1884:UTM  14      -  MILEY AZ MK                              258 56 51.1
 NM1884
 NM1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1696046409(NAD 83)
 NM1884
 NM1884|---------------------------------------------------------------------|
 NM1884| PID    Reference Object                     Distance      Geod. Az  |
 NM1884|                                                           dddmmss.s |
 NM1884| CO3260 MILEY RM 1                            6.589 METERS 08248     |
 NM1884| CO3259 MILEY AZ MK                                        2595517.5 |
 NM1884| CO3261 MILEY RM 2                            8.089 METERS 29832     |
 NM1884|---------------------------------------------------------------------|
 NM1884
 NM1884                          SUPERSEDED SURVEY CONTROL
 NM1884
 NM1884  NAD 83(1995)-  42 51 40.77298(N)    097 34 05.81210(W) AD(       ) 3
 NM1884  NAD 83(1986)-  42 51 40.78214(N)    097 34 05.80563(W) AD(       ) 3
 NM1884  NAD 27      -  42 51 40.78800(N)    097 34 04.57400(W) AD(       ) 3
 NM1884
 NM1884.Superseded values are not recommended for survey control.
 NM1884
 NM1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1884.See file dsdata.pdf to determine how the superseded data were derived.
 NM1884
 NM1884_MARKER: DS = TRIANGULATION STATION DISK
 NM1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1884_STAMPING: MILEY 1948
 NM1884_MARK LOGO: CGS
 NM1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1884+STABILITY: SURFACE MOTION
 NM1884
 NM1884  HISTORY     - Date     Condition        Report By
 NM1884  HISTORY     - 1948     MONUMENTED       CGS
 NM1884
 NM1884                          STATION DESCRIPTION
 NM1884
 NM1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1884'STATION IS LOCATED ABOUT 9 MILES WEST SOUTHWEST OF YANKTON
 NM1884'ON A HIGH BLUFF OVERLOOKING THE MISSOURI RIVER TO THE SOUTH AND
 NM1884'ABOUT 85 YARDS SOUTH OF AN EAST-WEST FENCE.  STATION MARK PROJECTS
 NM1884'ABOUT 4 INCHES AND THE DISK IS STAMPED MILEY 1948.
 NM1884'
 NM1884'REFERENCE MARK NO. 1 IS 21.62 FEET EAST OF STATION.  THE MARK
 NM1884'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MILEY NO 1 1948.
 NM1884'
 NM1884'REFERENCE MARK NO. 2 IS 26.54 FEET NORTHWEST OF STATION.  THE
 NM1884'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MILEY
 NM1884'NO 2 1948.
 NM1884'
 NM1884'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION, 3 FEET
 NM1884'NORTH OF WITNESS POST AND 1 FOOT EAST OF FENCE.  THE MARK
 NM1884'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MILEY 1948.
 NM1884'
 NM1884'TO REACH STATION FROM THE POST OFFICE IN YANKTON GO WEST AND
 NM1884'NORTHWEST ON STATE HIGHWAY 50 FOR 1 MILE TO CROSS STREET
 NM1884'AT SERVICE STATION.  TURN LEFT AND GO WEST 0.5 MILE TO T
 NM1884'INTERSECTION. TURN LEFT AND GO SOUTH AND WEST FOR 7.3 MILES TO FORKS.
 NM1884'TAKE LEFT FORK ON MAIN ROAD FOR 0.9 MILE TO STEEL BRIDGE AND
 NM1884'CONTINUE FOR 0.8 MILE TO AN ELM TREE ON LEFT WITH TRIANGLE
 NM1884'BLAZE.  CONTINUE ON ROAD FOR ABOUT 35 YARDS TO AN OPENING IN
 NM1884'FENCE AND BRUSH ON RIGHT, AND END OF TRUCK TRAVEL.  THERE
 NM1884'IS A TRIANGLE BLAZE ON TREE 10 PACES NORTHEAST OF THE
 NM1884'OPENING IN FENCE.  FROM BLAZED TREE PACK NORTHEAST UP
 NM1884'STEEP BANK TO AN EAST-WEST FENCELINE.  CROSS FENCE AND
 NM1884'PACK EAST ALONG FENCE FOR ABOUT 0.5 MILE TO POINT WHERE FENCE
 NM1884'PASSES OVER THE NORTH END OF SECOND HIGH KNOLL.  CROSS FENCE
 NM1884'AND GO SOUTHEAST FOR ABOUT 85 YARDS TO HIGHEST POINT OF
 NM1884'RIDGE AND TO STATION AS DESCRIBED.
 NM1884'
 NM1884'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL PACK SOUTH
 NM1884'ALONG FENCE BETWEEN PASTURE AND CULTIVATED FIELD FOR ABOUT
 NM1884'0.15 MILE TO AZIMUTH ALONG FENCELINE AS DESCRIBED.
 NM1884'
 NM1884'A 4 FOOT SIGNAL AT STATION LAKEPORT (MORC) IS VISIBLE FROM
 NM1884'THE GROUND.
 NM1884'
 NM1884'A 4 FOOT SIGNAL AT STATION RIVER IS VISIBLE FROM THE GROUND.
 NM1884'
 NM1884'A 4 FOOT SIGNAL AT STATION STANAGE IS VISIBLE FROM THE GROUND.
 NM1884'
 NM1884'A 4 FOOT SIGNAL AT STATION GAVINS IS VISIBLE FROM THE GROUND.
 NM1884'
 NM1884'A 74 FOOT SIGNAL AT STATION MISCHKE IS VISIBLE FROM THE GROUND.
 NM1884'
 NM1884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0078 ***********************************************************************
 PU0078  DESIGNATION -  MILL
 PU0078  PID         -  PU0078
 PU0078  STATE/COUNTY-  SD/MEADE
 PU0078  COUNTRY     -  US
 PU0078  USGS QUAD   -  AVANCE (2017)
 PU0078
 PU0078                         *CURRENT SURVEY CONTROL
 PU0078  ______________________________________________________________________
 PU0078* NAD 83(1996) POSITION- 44 55 23.28332(N) 102 12 12.00021(W)   ADJUSTED
 PU0078* NAVD 88 ORTHO HEIGHT -   791.559 (meters)     2596.97  (feet) ADJUSTED
 PU0078  ______________________________________________________________________
 PU0078  GEOID HEIGHT    -        -19.157 (meters)                     GEOID18
 PU0078  LAPLACE CORR    -         -6.96  (seconds)                    DEFLEC18
 PU0078  DYNAMIC HEIGHT  -        791.393 (meters)     2596.43  (feet) COMP
 PU0078  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 PU0078
 PU0078  HORZ ORDER      -  SECOND
 PU0078  VERT ORDER      -  SECOND    CLASS 0
 PU0078
 PU0078.The horizontal coordinates were established by classical geodetic methods
 PU0078.and adjusted by the National Geodetic Survey in January 1998.
 PU0078
 PU0078.The orthometric height was determined by differential leveling and
 PU0078.adjusted by the NATIONAL GEODETIC SURVEY
 PU0078.in June 1991.
 PU0078
 PU0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0078.GEOID18 height accuracy estimate available here.
 PU0078
 PU0078.Click photographs - Photos may exist for this station.
 PU0078
 PU0078.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0078
 PU0078.The dynamic height is computed by dividing the NAVD 88
 PU0078.geopotential number by the normal gravity value computed on the
 PU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0078.degrees latitude (g = 980.6199 gals.).
 PU0078
 PU0078.The modeled gravity was interpolated from observed gravity values.
 PU0078
 PU0078. The following values were computed from the NAD 83(1996) position.
 PU0078
 PU0078;                    North         East     Units Scale Factor Converg.
 PU0078;SPC SD N     -   123,467.960   426,073.645   MT  0.99994160   -1 33 33.8
 PU0078;SPC SD N     -   405,077.80  1,397,876.62   sFT  0.99994160   -1 33 33.8
 PU0078;UTM  13      - 4,978,217.003   720,714.973   MT  1.00019906   +1 58 32.5
 PU0078
 PU0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0078!SPC SD N     -   0.99987891  x   0.99994160  =   0.99982052
 PU0078!UTM  13      -   0.99987891  x   1.00019906  =   1.00007795
 PU0078
 PU0078:                Primary Azimuth Mark                     Grid Az
 PU0078:SPC SD N     -  MILL AZ MK                               347 50 20.7
 PU0078:UTM  13      -  MILL AZ MK                               344 18 14.4
 PU0078
 PU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2071478217(NAD 83)
 PU0078
 PU0078|---------------------------------------------------------------------|
 PU0078| PID    Reference Object                     Distance      Geod. Az  |
 PU0078|                                                           dddmmss.s |
 PU0078| PU0080 MILL RM 1                            17.760 METERS 14141     |
 PU0078| PU0079 MILL RM 2                            13.314 METERS 24333     |
 PU0078| PU0077 MILL AZ MK                                         3461646.9 |
 PU0078|---------------------------------------------------------------------|
 PU0078
 PU0078                          SUPERSEDED SURVEY CONTROL
 PU0078
 PU0078  NAD 83(1986)-  44 55 23.27490(N)    102 12 11.99966(W) AD(       ) 2
 PU0078  NAD 27      -  44 55 23.32110(N)    102 12 10.41180(W) AD(       ) 2
 PU0078  NGVD 29 (??/??/92)  791.099  (m)         2595.46   (f) ADJ UNCH    2 0
 PU0078  NGVD 29             791.10   (m)         2595.5    (f) LEVELING    3  
 PU0078
 PU0078.Superseded values are not recommended for survey control.
 PU0078
 PU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0078.See file dsdata.pdf to determine how the superseded data were derived.
 PU0078
 PU0078_MARKER: DS = TRIANGULATION STATION DISK
 PU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0078_STAMPING: MILL 1962
 PU0078_MARK LOGO: CGS
 PU0078_PROJECTION: FLUSH
 PU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0078+STABILITY: SURFACE MOTION
 PU0078
 PU0078  HISTORY     - Date     Condition        Report By
 PU0078  HISTORY     - 1962     MONUMENTED       CGS
 PU0078  HISTORY     - 1963     GOOD             CGS
 PU0078
 PU0078                          STATION DESCRIPTION
 PU0078
 PU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0078'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF FAITH,
 PU0078'ABOUT 7 MILES SOUTH OF U.S. HIGHWAY 212, ABOUT 1 MILE SOUTHEAST
 PU0078'OF A POINT WHERE THE SECTION LINE ROAD TURNS WEST, AND ON
 PU0078'THE WESTERN END OF A PROMINENT KNOLL.
 PU0078'
 PU0078'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 PU0078'HIGHWAY 73 AT THE NORTHWEST EDGE OF FAITH, GO WEST ALONG
 PU0078'U.S. HIGHWAY 212 FOR 7.7 MILES TO A GRAVELED ROAD SOUTH AT SIGN
 PU0078'ADVANCE 9.  TURN LEFT, SOUTH, AND GO 6.0 MILES TO A POINT
 PU0078'WHERE THE GRAVELED ROAD TURNS WEST AND THE AZIMUTH MARK AS
 PU0078'DESCRIBED BELOW.  CONTINUE WEST FOR 50 YARDS TO A WIRE GATE
 PU0078'ON THE LEFT AT THE EAST SIDE OF A SMALL FENCED AREA PRESENTLY
 PU0078'ENCLOSING A HAY STACK.  TURN LEFT THROUGH GATE AND FOLLOW
 PU0078'TRACK ROAD SOUTHERLY TOWARD A HIGHER ELEVATION AND A WINDMILL
 PU0078'FOR 0.6 MILE TO THE WINDMILL, THENCE BEAR LEFT, PASSING
 PU0078'TO THE NORTH OF A SMALL POND, AND GO SOUTHEAST ACROSS
 PU0078'COUNTRY FOR 0.45 MILE TO THE SUMMIT OF THE KNOLL AND THE
 PU0078'STATION.
 PU0078'
 PU0078'THE STATION MARK, A STANDARD DISK STAMPED MILL 1962, IS SET
 PU0078'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 PU0078'INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND.
 PU0078'IT IS 4 FEET EAST OF A METAL WITNESS POST WITH SIGN AND ON THE
 PU0078'HIGHEST PART OF THE KNOLL.
 PU0078'
 PU0078'REFERENCE MARK 1, A STANDARD DISK STAMPED MILL NO 1 1962, IS
 PU0078'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 PU0078'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND.
 PU0078'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PU0078'
 PU0078'REFERENCE MARK 2, A STANDARD DISK STAMPED MILL NO 2 1962,
 PU0078'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 PU0078'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT
 PU0078'IS ON THE SOUTH SLOPE OF THE KNOLL, 43 FEET SOUTHWEST OF A
 PU0078'METAL WITNESS POST AND IS ABOUT 4 FEET LOWER THAN THE STATION
 PU0078'MARK.
 PU0078'
 PU0078'THE AZIMUTH MARK, A STANDARD DISK STAMPED MILL 1962, IS
 PU0078'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 PU0078'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND.
 PU0078'IT IS 97 FEET SOUTHEAST OF AND ABOUT 2 FEET LOWER THAN THE
 PU0078'CENTER LINE OF THE GRAVELED ROAD AT A POINT NEAR THE MIDDLE
 PU0078'OF A 90 DEGREE CURVE.  THE MARK IS 2.5 FEET SOUTHEAST OF A
 PU0078'METAL WITNESS POST WITH SIGN AND 2 FEET WEST OF A FENCE POST
 PU0078'WHERE THE FENCE CORNERS AT A 120 DEGREE ANGLE.
 PU0078
 PU0078                          STATION RECOVERY (1963)
 PU0078
 PU0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0078'15.6 MI SW FROM FAITH.
 PU0078'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0078'FAITH, THENCE 8.35 MILES WEST ALONG U.SL HIGHWAY 212, THENCE 6.1
 PU0078'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE SOUTH-SOUTHEAST
 PU0078'ALONG A PRIVATE TRAIL ROAD ACROSS COUNTRY TO A WINDMILL, THENCE
 PU0078'0.45 MILE SOUTHEAST ACROSS COUNTRY, IN SECTION 8, T 11 N, R 16 E,
 PU0078'ON THE TOP OF THE NORTHWEST POINT OF A LONG HILL, ABOUT 0.1 MILE
 PU0078'NORTH OF AN EAST-WEST FENCE LINE, 4.5 FEET SOUTHWEST OF A METAL
 PU0078'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PU0078'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8951 ***********************************************************************
 AB8951  SACS        -  This is a Secondary Airport Control Station.
 AB8951  DESIGNATION -  MILL AP
 AB8951  PID         -  AB8951
 AB8951  STATE/COUNTY-  SD/HAND
 AB8951  COUNTRY     -  US
 AB8951  USGS QUAD   -  MILLER (2017)
 AB8951
 AB8951                         *CURRENT SURVEY CONTROL
 AB8951  ______________________________________________________________________
 AB8951* NAD 83(1986) POSITION- 44 31 22.     (N) 098 57 10.     (W)   SCALED
 AB8951* NAVD 88 ORTHO HEIGHT -   476.350 (meters)     1562.83  (feet) ADJUSTED
 AB8951  ______________________________________________________________________
 AB8951  GEOID HEIGHT    -        -24.549 (meters)                     GEOID18
 AB8951  DYNAMIC HEIGHT  -        476.260 (meters)     1562.53  (feet) COMP
 AB8951  MODELED GRAVITY -    980,413.4   (mgal)                       NAVD 88
 AB8951
 AB8951  VERT ORDER      -  FIRST     CLASS II
 AB8951
 AB8951.This mark is at Miller Airport (MKA)
 AB8951
 AB8951.The horizontal coordinates were scaled from a map and have
 AB8951.an estimated accuracy of +/- 6 seconds.
 AB8951
 AB8951.The orthometric height was determined by differential leveling and
 AB8951.adjusted by the NATIONAL GEODETIC SURVEY
 AB8951.in October 1997.
 AB8951
 AB8951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8951.GEOID18 height accuracy estimate available here.
 AB8951
 AB8951.Click photographs - Photos may exist for this station.
 AB8951
 AB8951.The dynamic height is computed by dividing the NAVD 88
 AB8951.geopotential number by the normal gravity value computed on the
 AB8951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8951.degrees latitude (g = 980.6199 gals.).
 AB8951
 AB8951.The modeled gravity was interpolated from observed gravity values.
 AB8951
 AB8951;                    North         East    Units  Estimated Accuracy
 AB8951;SPC SD N     -    77,150.      683,250.      MT  (+/- 180 meters Scaled)
 AB8951
 AB8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ037299(NAD 83)
 AB8951
 AB8951                          SUPERSEDED SURVEY CONTROL
 AB8951
 AB8951.No superseded survey control is available for this station.
 AB8951
 AB8951_MARKER: Z = SEE DESCRIPTION
 AB8951_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB8951_STAMPING: MILL AP 1994
 AB8951_MARK LOGO: SDDT
 AB8951_PROJECTION: FLUSH
 AB8951_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB8951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8951+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1995
 AB8951_ROD/PIPE-DEPTH: 6.4 meters
 AB8951_SLEEVE-DEPTH  : 4.0 meters
 AB8951
 AB8951  HISTORY     - Date     Condition        Report By
 AB8951  HISTORY     - 1994     MONUMENTED       SDDT
 AB8951  HISTORY     - 19941114 GOOD             NGS
 AB8951  HISTORY     - 19951018 GOOD             NGS
 AB8951
 AB8951                          STATION DESCRIPTION
 AB8951
 AB8951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8951'2.6 KM (1.60 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8951'IN MILLER, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY ALONG THE ENTRANCE
 AB8951'ROAD FOR THE MILLER MUNICIPAL AIRPORT, THENCE 0.4 KM (0.25 MI)
 AB8951'NORTHEASTERLY ACROSS AN APRON AND FIELD, 3.8 M (12.5 FT) WEST OF A
 AB8951'T-FENCE CORNER, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST, AND 0.4 M
 AB8951'(1.3 FT) WEST OF A WITNESS POST.  NOTE--THE DATUM POINT IS A STAINLESS
 AB8951'STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1
 AB8951'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AB8951'A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.  THE MONUMENT IS
 AB8951'ON PROPERTY OWNED BY THE MILLER MUNICIPAL AIRPORT, P.O. BOX 416,
 AB8951'MILLER, SD 57362, CONTACT JIM SCHICK, TELEPHONE NUMBER (605) 852-2777,
 AB8951'OR (605) 852-2497.
 AB8951
 AB8951                          STATION RECOVERY (1995)
 AB8951
 AB8951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 AB8951'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF MILLER, 1.0 MI
 AB8951'(1.6 KM) WEST OF ST. LAWRENCE, AT THE MILLER MUNICIPAL AIRPORT AND
 AB8951'NEAR THE EAST PERIMETER FENCE.  OWNERSHIP--CITY OF MILLER, PO BOX 69,
 AB8951'MILLER SD 57362.  AIRPORT MANAGER IS JIM SCHICK, PHONE 605-853-2497.
 AB8951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 EAST AND
 AB8951'STATE HIGHWAY 45 IN MILLER, GO EAST ON U.S. HIGHWAY 14 FOR 1.5 MI (2.4
 AB8951'KM) TO THE AIRPORT ENTRANCE ON THE LEFT (JUST PAST THE OLD AIRPORT
 AB8951'BEACON TOWER).  TURN LEFT AND GO NORTHEASTERLY ON THE ENTRANCE ROAD
 AB8951'FOR 0.15 MI (0.24 KM) TO THE SOUTHEAST SIDE OF THE AIRPORT OFFICE.
 AB8951'BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON THEN ON A CONNECTOR
 AB8951'TAXIWAY FOR 0.15 MI (0.24 KM) TO THE RUNWAY.  TURN LEFT AND GO
 AB8951'NORTHERLY ON THE RUNWAY FOR 0.1 MI (0.2 KM) TO A CONCRETE CULVERT
 AB8951'UNDER THE RUNWAY.  TURN RIGHT AND GO EAST ACROSS THE GRASS FOR 0.15 MI
 AB8951'(0.24 KM) TO THE STATION NEAR THE PERIMETER FENCE AT A FENCE LINE
 AB8951'T-JUNCTION (BOTTOM OF T LEADS TO THE EAST).  THE STATION IS A
 AB8951'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AB8951'1/2-INCH GALVANIZED STEEL PIPE.  ACCESS TO THE DATUM POINT IS THROUGH
 AB8951'A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.  LOCATED 12.5 FT (3.8 M)
 AB8951'WEST OF A FENCE LINE T-JUNCTION, 1.3 FT (0.4 M) EAST OF A METAL POST
 AB8951'AND 1.3 FT (0.4 M) WEST OF A WITNESS POST.  THIS IS A SECONDARY
 AB8951'AIRPORT CONTROL STATION.  NOTE--AIRPORT IS UNDER CONSTRUCTION AT THIS
 AB8951'TIME AND TO REACH MAY CHANGE.  DEPTH OF PIPE AND SLEEVE ARE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0077 ***********************************************************************
 PU0077  DESIGNATION -  MILL AZ MK
 PU0077  PID         -  PU0077
 PU0077  STATE/COUNTY-  SD/MEADE
 PU0077  COUNTRY     -  US
 PU0077  USGS QUAD   -  AVANCE (2017)
 PU0077
 PU0077                         *CURRENT SURVEY CONTROL
 PU0077  ______________________________________________________________________
 PU0077* NAD 83(1986) POSITION- 44 55 23.     (N) 102 12 12.     (W)   SCALED
 PU0077* NAVD 88 ORTHO HEIGHT -   777.978 (meters)     2552.42  (feet) ADJUSTED
 PU0077  ______________________________________________________________________
 PU0077  GEOID HEIGHT    -        -19.157 (meters)                     GEOID18
 PU0077  DYNAMIC HEIGHT  -        777.814 (meters)     2551.88  (feet) COMP
 PU0077  MODELED GRAVITY -    980,380.7   (mgal)                       NAVD 88
 PU0077
 PU0077  VERT ORDER      -  SECOND    CLASS 0
 PU0077
 PU0077.The horizontal coordinates were scaled from a map and have
 PU0077.an estimated accuracy of +/- 6 seconds.
 PU0077
 PU0077.The orthometric height was determined by differential leveling and
 PU0077.adjusted by the NATIONAL GEODETIC SURVEY
 PU0077.in June 1991.
 PU0077
 PU0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0077.GEOID18 height accuracy estimate available here.
 PU0077
 PU0077.Click photographs - Photos may exist for this station.
 PU0077
 PU0077.The dynamic height is computed by dividing the NAVD 88
 PU0077.geopotential number by the normal gravity value computed on the
 PU0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0077.degrees latitude (g = 980.6199 gals.).
 PU0077
 PU0077.The modeled gravity was interpolated from observed gravity values.
 PU0077
 PU0077;                    North         East    Units  Estimated Accuracy
 PU0077;SPC SD N     -   123,460.      426,070.      MT  (+/- 180 meters Scaled)
 PU0077
 PU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK207782(NAD 83)
 PU0077
 PU0077                          SUPERSEDED SURVEY CONTROL
 PU0077
 PU0077  NGVD 29 (??/??/92)  777.517  (m)         2550.90   (f) ADJ UNCH    2 0
 PU0077
 PU0077.Superseded values are not recommended for survey control.
 PU0077
 PU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0077.See file dsdata.pdf to determine how the superseded data were derived.
 PU0077
 PU0077_MARKER: DZ = AZIMUTH MARK DISK
 PU0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0077_STAMPING: MILL 1962
 PU0077_MARK LOGO: CGS
 PU0077_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0077+STABILITY: SURFACE MOTION
 PU0077
 PU0077  HISTORY     - Date     Condition        Report By
 PU0077  HISTORY     - 1962     MONUMENTED       CGS
 PU0077  HISTORY     - 1963     GOOD             CGS
 PU0077
 PU0077                          STATION DESCRIPTION
 PU0077
 PU0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0077'14.4 MI SW FROM FAITH.
 PU0077'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0077'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0077'6.0 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 8, T 11 N,
 PU0077'R 16 E, 96 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ON
 PU0077'THE OUTSIDE OF A CURVE, 36 FEET NORTHWEST OF A TELEPHONE POLE,
 PU0077'2 FEET WEST OF A CORNER FENCE POST, 2.0 FEET SOUTH OF A METAL
 PU0077'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0077'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0080 ***********************************************************************
 PU0080  DESIGNATION -  MILL RM 1
 PU0080  PID         -  PU0080
 PU0080  STATE/COUNTY-  SD/MEADE
 PU0080  COUNTRY     -  US
 PU0080  USGS QUAD   -  AVANCE (2017)
 PU0080
 PU0080                         *CURRENT SURVEY CONTROL
 PU0080  ______________________________________________________________________
 PU0080* NAD 83(1986) POSITION- 44 55 22.83   (N) 102 12 11.50   (W)   HD_HELD1
 PU0080* NAVD 88 ORTHO HEIGHT -   791.577 (meters)     2597.03  (feet) ADJUSTED
 PU0080  ______________________________________________________________________
 PU0080  GEOID HEIGHT    -        -19.157 (meters)                     GEOID18
 PU0080  DYNAMIC HEIGHT  -        791.411 (meters)     2596.49  (feet) COMP
 PU0080  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 PU0080
 PU0080  VERT ORDER      -  SECOND    CLASS 0
 PU0080
 PU0080.The horizontal coordinates were determined by differentially corrected
 PU0080.hand held GPS observations or other comparable positioning techniques
 PU0080.and have an estimated accuracy of +/- 3 meters.
 PU0080
 PU0080.The orthometric height was determined by differential leveling and
 PU0080.adjusted by the NATIONAL GEODETIC SURVEY
 PU0080.in June 1991.
 PU0080
 PU0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0080.GEOID18 height accuracy estimate available here.
 PU0080
 PU0080.Click photographs - Photos may exist for this station.
 PU0080
 PU0080.The dynamic height is computed by dividing the NAVD 88
 PU0080.geopotential number by the normal gravity value computed on the
 PU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0080.degrees latitude (g = 980.6199 gals.).
 PU0080
 PU0080.The modeled gravity was interpolated from observed gravity values.
 PU0080
 PU0080;                    North         East    Units  Estimated Accuracy
 PU0080;SPC SD N     -   123,453.7     426,084.2     MT  (+/- 3 meters HH1 GPS) 
 PU0080
 PU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2072678203(NAD 83)
 PU0080
 PU0080                          SUPERSEDED SURVEY CONTROL
 PU0080
 PU0080  NGVD 29 (??/??/92)  791.116  (m)         2595.52   (f) ADJ UNCH    2 0
 PU0080
 PU0080.Superseded values are not recommended for survey control.
 PU0080
 PU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0080.See file dsdata.pdf to determine how the superseded data were derived.
 PU0080
 PU0080_MARKER: DR = REFERENCE MARK DISK
 PU0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0080_STAMPING: MILL NO 1 1962
 PU0080_MARK LOGO: CGS
 PU0080_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0080+STABILITY: SURFACE MOTION
 PU0080
 PU0080  HISTORY     - Date     Condition        Report By
 PU0080  HISTORY     - 1962     MONUMENTED       CGS
 PU0080  HISTORY     - 1963     GOOD             CGS
 PU0080
 PU0080                          STATION DESCRIPTION
 PU0080
 PU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0080'15.6 MI SW FROM FAITH.
 PU0080'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0080'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 6.1
 PU0080'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE SOUTH-SOUTHEAST
 PU0080'ALONG A PRIVATE TRAIL ROAD ACROSS COUNTRY TO A WINDMILL, THENCE
 PU0080'0.45 MILE SOUTHEAST ACROSS COUNTRY, IN SECTION 8, T 11 N, R 16 E,
 PU0080'ON THE TOP OF THE NORTHWEST POINT OF A LONG HILL, ABOUT 0.1 MILE
 PU0080'NORTH OF AN EAST-WEST FENCE LINE, 58.3 FEET SOUTHEAST OF MILL
 PU0080'1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0079 ***********************************************************************
 PU0079  DESIGNATION -  MILL RM 2
 PU0079  PID         -  PU0079
 PU0079  STATE/COUNTY-  SD/MEADE
 PU0079  COUNTRY     -  US
 PU0079  USGS QUAD   -  AVANCE (2017)
 PU0079
 PU0079                         *CURRENT SURVEY CONTROL
 PU0079  ______________________________________________________________________
 PU0079* NAD 83(1986) POSITION- 44 55 23.09   (N) 102 12 12.54   (W)   HD_HELD1
 PU0079* NAVD 88 ORTHO HEIGHT -   790.070 (meters)     2592.09  (feet) ADJUSTED
 PU0079  ______________________________________________________________________
 PU0079  GEOID HEIGHT    -        -19.156 (meters)                     GEOID18
 PU0079  DYNAMIC HEIGHT  -        789.903 (meters)     2591.54  (feet) COMP
 PU0079  MODELED GRAVITY -    980,380.0   (mgal)                       NAVD 88
 PU0079
 PU0079  VERT ORDER      -  SECOND    CLASS 0
 PU0079
 PU0079.The horizontal coordinates were determined by differentially corrected
 PU0079.hand held GPS observations or other comparable positioning techniques
 PU0079.and have an estimated accuracy of +/- 3 meters.
 PU0079
 PU0079.The orthometric height was determined by differential leveling and
 PU0079.adjusted by the NATIONAL GEODETIC SURVEY
 PU0079.in June 1991.
 PU0079
 PU0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0079.GEOID18 height accuracy estimate available here.
 PU0079
 PU0079.Click photographs - Photos may exist for this station.
 PU0079
 PU0079.The dynamic height is computed by dividing the NAVD 88
 PU0079.geopotential number by the normal gravity value computed on the
 PU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0079.degrees latitude (g = 980.6199 gals.).
 PU0079
 PU0079.The modeled gravity was interpolated from observed gravity values.
 PU0079
 PU0079;                    North         East    Units  Estimated Accuracy
 PU0079;SPC SD N     -   123,462.3     426,061.7     MT  (+/- 3 meters HH1 GPS) 
 PU0079
 PU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2070378210(NAD 83)
 PU0079
 PU0079                          SUPERSEDED SURVEY CONTROL
 PU0079
 PU0079  NGVD 29 (??/??/92)  789.609  (m)         2590.58   (f) ADJ UNCH    2 0
 PU0079
 PU0079.Superseded values are not recommended for survey control.
 PU0079
 PU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0079.See file dsdata.pdf to determine how the superseded data were derived.
 PU0079
 PU0079_MARKER: DR = REFERENCE MARK DISK
 PU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0079_STAMPING: MILL NO 2 1962
 PU0079_MARK LOGO: CGS
 PU0079_PROJECTION: FLUSH
 PU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0079+STABILITY: SURFACE MOTION
 PU0079
 PU0079  HISTORY     - Date     Condition        Report By
 PU0079  HISTORY     - 1962     MONUMENTED       CGS
 PU0079  HISTORY     - 1963     GOOD             CGS
 PU0079
 PU0079                          STATION DESCRIPTION
 PU0079
 PU0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0079'15.6 MI SW FROM FAITH.
 PU0079'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0079'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0079'6.1 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 PU0079'SOUTH-SOUTHEAST ALONG A PRIVATE TRAIL ROAD ACROSS COUNTRY TO A
 PU0079'WINDMILL, THENCE 0.45 MILE SOUTHEAST ACROSS COUNTRY, IN SECTION
 PU0079'8, T 11 N, R 16 E, ON THE TOP OF THE NORTHWEST POINT OF A LONG
 PU0079'HILL, ABOUT 0.1 MILE NORTH OF AN EAST-WEST FENCE LINE, 43.7 FEET
 PU0079'SOUTHWEST OF MILL 1962, AND SET IN THE TOP OF A CONCRETE POST
 PU0079'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0153 ***********************************************************************
 QT0153  DESIGNATION -  MILLER
 QT0153  PID         -  QT0153
 QT0153  STATE/COUNTY-  SD/MEADE
 QT0153  COUNTRY     -  US
 QT0153  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0153
 QT0153                         *CURRENT SURVEY CONTROL
 QT0153  ______________________________________________________________________
 QT0153* NAD 83(1996) POSITION- 45 01 27.65274(N) 102 46 36.41653(W)   ADJUSTED
 QT0153* NAVD 88 ORTHO HEIGHT -   899.801 (meters)     2952.10  (feet) ADJUSTED
 QT0153  ______________________________________________________________________
 QT0153  GEOID HEIGHT    -        -17.631 (meters)                     GEOID18
 QT0153  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC18
 QT0153  DYNAMIC HEIGHT  -        899.613 (meters)     2951.48  (feet) COMP
 QT0153  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 QT0153
 QT0153  HORZ ORDER      -  SECOND
 QT0153  VERT ORDER      -  FIRST     CLASS II
 QT0153
 QT0153.The horizontal coordinates were established by classical geodetic methods
 QT0153.and adjusted by the National Geodetic Survey in January 1998.
 QT0153
 QT0153.The orthometric height was determined by differential leveling and
 QT0153.adjusted by the NATIONAL GEODETIC SURVEY
 QT0153.in July 1998.
 QT0153
 QT0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0153.GEOID18 height accuracy estimate available here.
 QT0153
 QT0153.Click photographs - Photos may exist for this station.
 QT0153
 QT0153.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0153
 QT0153.The dynamic height is computed by dividing the NAVD 88
 QT0153.geopotential number by the normal gravity value computed on the
 QT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0153.degrees latitude (g = 980.6199 gals.).
 QT0153
 QT0153.The modeled gravity was interpolated from observed gravity values.
 QT0153
 QT0153. The following values were computed from the NAD 83(1996) position.
 QT0153
 QT0153;                    North         East     Units Scale Factor Converg.
 QT0153;SPC SD N     -   136,100.951   381,208.453   MT  0.99993922   -1 57 54.8
 QT0153;SPC SD N     -   446,524.54  1,250,681.40   sFT  0.99993922   -1 57 54.8
 QT0153;UTM  13      - 4,988,059.615   675,149.355   MT  0.99997723   +1 34 23.2
 QT0153
 QT0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0153!SPC SD N     -   0.99986171  x   0.99993922  =   0.99980094
 QT0153!UTM  13      -   0.99986171  x   0.99997723  =   0.99983894
 QT0153
 QT0153:                Primary Azimuth Mark                     Grid Az
 QT0153:SPC SD N     -  MILLER AZ MK                             084 02 19.8
 QT0153:UTM  13      -  MILLER AZ MK                             080 30 01.8
 QT0153
 QT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7514988059(NAD 83)
 QT0153
 QT0153|---------------------------------------------------------------------|
 QT0153| PID    Reference Object                     Distance      Geod. Az  |
 QT0153|                                                           dddmmss.s |
 QT0153| QT0155 MILLER AZ MK                                       0820425.0 |
 QT0153| QT0154 MILLER RM 1                          18.757 METERS 08443     |
 QT0153| QT0152 MILLER RM 2                          13.245 METERS 15035     |
 QT0153|---------------------------------------------------------------------|
 QT0153
 QT0153                          SUPERSEDED SURVEY CONTROL
 QT0153
 QT0153  NAD 83(1993)-  45 01 27.64490(N)    102 46 36.41507(W) AD(       ) 2
 QT0153  NAD 83(1986)-  45 01 27.64325(N)    102 46 36.41475(W) AD(       ) 2
 QT0153  NAD 27      -  45 01 27.68110(N)    102 46 34.81630(W) AD(       ) 2
 QT0153  NAVD 88 (06/15/91)  899.794  (m)         2952.07   (f) SUPERSEDED  1 2
 QT0153  NGVD 29 (??/??/92)  899.330  (m)         2950.55   (f) ADJ UNCH    1 2
 QT0153  NGVD 29             899.33   (m)         2950.6    (f) LEVELING    3  
 QT0153
 QT0153.Superseded values are not recommended for survey control.
 QT0153
 QT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0153.See file dsdata.pdf to determine how the superseded data were derived.
 QT0153
 QT0153_MARKER: DS = TRIANGULATION STATION DISK
 QT0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0153_STAMPING: MILLER 1951
 QT0153_MARK LOGO: CGS
 QT0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0153+STABILITY: SURFACE MOTION
 QT0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0153+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0153
 QT0153  HISTORY     - Date     Condition        Report By
 QT0153  HISTORY     - 1951     MONUMENTED       CGS
 QT0153  HISTORY     - 1962     GOOD             CGS
 QT0153  HISTORY     - 1962     GOOD             CGS
 QT0153  HISTORY     - 1966     GOOD             CGS
 QT0153  HISTORY     - 1966     GOOD             CGS
 QT0153  HISTORY     - 1973     GOOD             USGS
 QT0153  HISTORY     - 19960425 GOOD             NGS
 QT0153
 QT0153                          STATION DESCRIPTION
 QT0153
 QT0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0153'THE STATION IS ABOUT 5 MILES EAST OF THE VILLAGE OF MUD,
 QT0153'0.3 MILE WEST OF A WHITE STUCCO FARMHOUSE, 110 FEET NORTH
 QT0153'OF U.S. HIGHWAY NO. 212, 78 FEET NORTHWEST OF A FENCE CORNER
 QT0153'AND ON THE HIGHEST HILL IN THE VICINITY.
 QT0153'
 QT0153'TO REACH THE STATION FROM MUD GO EAST ON U.S. HIGHWAY NO.
 QT0153'212 FOR 5.5 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 QT0153'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST
 QT0153'ON THE HIGHWAY FOR 0.3 MILE TO A WHITE STUCCO FARMHOUSE
 QT0153'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QT0153'
 QT0153'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0153'MILLER 1951.
 QT0153'
 QT0153'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF A WITNESS POST, 50
 QT0153'FEET NORTH OF THE FENCE CORNER AND 1 FOOT WEST OF A FENCE.
 QT0153'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MILLER
 QT0153'NO 1 1951.
 QT0153'
 QT0153'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF A WIRE FENCE.  THE
 QT0153'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MILLER NO 2
 QT0153'1951.
 QT0153'
 QT0153'THE AZIMUTH MARK IS 500 FEET SOUTH OF THE FARMHOUSE, 55 FEET
 QT0153'SOUTH OF THE HIGHWAY, 8 FEET EAST OF A WIRE GATE AND 1 FOOT
 QT0153'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 QT0153'DISK IS STAMPED MILLER 1951.
 QT0153'
 QT0153'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0153'CONCRETE CYLINDERS.
 QT0153
 QT0153                          STATION RECOVERY (1962)
 QT0153
 QT0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0153'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 QT0153'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 QT0153'WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK, BUT THE DIRECTIONS
 QT0153'TO THE REFERENCE MARKS WAS FOUND TO BE CORRECT.
 QT0153'
 QT0153'THE STATION IS 5-1/2 MILES NORTHEAST OF MUD BUTTE, 0.3 MILE
 QT0153'WEST OF A FARM HOUSE, IN THE SW 1/4 OF SECTION 3, T 12 N,
 QT0153'R 11 E, ON THE SUMMIT OF THE HIGHEST HILL IN THE VINCINITY
 QT0153'AND ALONG THE NORTH SIDE OF U.S. HIGHWAY 212.
 QT0153'
 QT0153'TO REACH THE STATION FROM THE STORE AND POST OFFICE AT MUD
 QT0153'BUTTE, DRIVE NORTHEAST ON U.S. HIGHWAY 212 FOR 5.5 MILES TO
 QT0153'THE STATION IN A FIELD ON THE LEFT AT THE TOP OF A CUT-BANK.
 QT0153'
 QT0153'THE SURFACE-STATION MARK IS A STANDARD DISK STAMPED MILLER
 QT0153'1951.  THE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 QT0153'MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 3 INCHES ABOVE
 QT0153'THE SURFACE OF THE GROUND.  IT IS 110 FEET NORTH OF THE CENTER
 QT0153'OF THE HIGHWAY, 78.0 FEET NORTHWEST OF A FENCE CORNER, 53.0
 QT0153'FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, 54.0
 QT0153'FEET SOUTH OF A SNOW FENCE AND 39.0 FEET NORTH-NORTHEAST
 QT0153'OF A POWERLINE POLE.
 QT0153'
 QT0153'REFERENCE MARK 1, A STANDARD DISK STAMPED MILLER NO 1 1951,
 QT0153'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 QT0153'INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND
 QT0153'SURFACE.  IT IS 3.0 FEET SOUTH OF A WHITE WOODEN WITNESS
 QT0153'POST AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE.
 QT0153'
 QT0153'REFERENCE MARK 2, A STANDARD DISK STAMPED MILLER NO 2 1951,
 QT0153'IS SET IN THE TOP OF A CYLINDERICAL CONCRETE MONUMENT, 12
 QT0153'INCHES IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE
 QT0153'OF THE GROUND.  IT IS 11.0 FEET NORTH OF THE NORTH HIGHWAY
 QT0153'RIGHT-OF-WAY FENCE.
 QT0153'
 QT0153'THE AZIMUTH MARK, A STANDARD DISK STAMPED MILLER 1951, IS
 QT0153'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 QT0153'IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 QT0153'GROUND.  IT IS 49.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QT0153'212, 10.0 FEET WEST OF THE CENTER OF A GATE, 1.0 FOOT WEST
 QT0153'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.0 FOOT
 QT0153'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 QT0153'
 QT0153'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON
 QT0153'U.S. HIGHWAY 212 FOR 0.3 MILE TO A FARM HOUSE ON THE LEFT
 QT0153'AND THE AZIMUTH ON THE RIGHT.
 QT0153
 QT0153                          STATION RECOVERY (1962)
 QT0153
 QT0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QT0153'5.4 MI E FROM MUD BUTTE.
 QT0153'5.35 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0153'BUTTE, 118 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 61.5 FEET
 QT0153'WEST OF R.M. 1, 42.9 FEET NORTH-NORTHWEST OF R.M. 2, 73 FEET
 QT0153'NORTHWEST OF A T FENCE JUNCTION, 52 FEET NORTH OF A FENCE, 38 FEET
 QT0153'NORTH-NORTHEAST OF A POWER POLE, ABOUT 15 FEET HIGHER THAN THE
 QT0153'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 QT0153'FOOT ABOVE THE GROUND.
 QT0153
 QT0153                          STATION RECOVERY (1966)
 QT0153
 QT0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QT0153'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 QT0153'NO. 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 QT0153'GOOD CONDITION.  DUE TO THE CHANGE IN U.S. HIGHWAY 212 THE
 QT0153'AZIMUTH MARK WILL BE ON THE NORTH RIGHT-OF-WAY OF THE HIGHWAY,
 QT0153'THE MARK WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 QT0153'ADEQUATE FOR RECOVERY.
 QT0153
 QT0153                          STATION RECOVERY (1966)
 QT0153
 QT0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0153'RECOVERED IN GOOD CONDITION.
 QT0153
 QT0153                          STATION RECOVERY (1973)
 QT0153
 QT0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0153'TO REACH THE STATION FROM THE STORE AND POST OFFICE AT MUD
 QT0153'BUTTE, DRIVE NORTHEAST ON U.S. HWY. 212 FOR 5.3 MI TO THE
 QT0153'Y-RD. OF THE OLD HWY.  TURN LEFT AND GO ALONG THE OLD HWY.
 QT0153'FOR 0.2 MI TO THE STATION IN A FIELD ON THE LEFT AT THE
 QT0153'TOP OF CUT BANK.
 QT0153
 QT0153                          STATION RECOVERY (1996)
 QT0153
 QT0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0153'8.1 KM (5.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0153'IN MUD BUTTE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A PAVED ROAD (OLD
 QT0153'HIGHWAY 212), 36.3 M (119.1 FT) NORTH OF THE ROAD CENTERLINE, 18.7 M
 QT0153'(61.4 FT) WEST OF REFERENCE MARK 1, 16.4 M (53.8 FT) NORTH OF A
 QT0153'WITNESS POST AND FENCE, 13.2 M (43.3 FT) NORTH OF REFERENCE MARK 2,
 QT0153'11.4 M (37.4 FT) NORTH OF UTILITY POLE NUMBER 11 4 1920, 2.5 M (8.2
 QT0153'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QT0153'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 QT0153'BY ROBERT SCHUELKE, HC 71, BOX 13 B, MUD BUTTE, SD 57758, TELEPHONE
 QT0153'NUMBER (605) 748-2254.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0650 ***********************************************************************
 PS0650  DESIGNATION -  MILLER
 PS0650  PID         -  PS0650
 PS0650  STATE/COUNTY-  SD/HAND
 PS0650  COUNTRY     -  US
 PS0650  USGS QUAD   -  MILLER (2017)
 PS0650
 PS0650                         *CURRENT SURVEY CONTROL
 PS0650  ______________________________________________________________________
 PS0650* NAD 83(1996) POSITION- 44 31 05.20374(N) 098 57 30.96895(W)   ADJUSTED
 PS0650* NAVD 88 ORTHO HEIGHT -   480.124 (meters)     1575.21  (feet) ADJUSTED
 PS0650  ______________________________________________________________________
 PS0650  GEOID HEIGHT    -        -24.543 (meters)                     GEOID18
 PS0650  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 PS0650  DYNAMIC HEIGHT  -        480.033 (meters)     1574.91  (feet) COMP
 PS0650  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 PS0650
 PS0650  HORZ ORDER      -  THIRD
 PS0650  VERT ORDER      -  FIRST     CLASS II
 PS0650
 PS0650.The horizontal coordinates were established by classical geodetic methods
 PS0650.and adjusted by the National Geodetic Survey in January 1998.
 PS0650
 PS0650.The orthometric height was determined by differential leveling and
 PS0650.adjusted by the NATIONAL GEODETIC SURVEY
 PS0650.in October 1997.
 PS0650
 PS0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0650.GEOID18 height accuracy estimate available here.
 PS0650
 PS0650.Click photographs - Photos may exist for this station.
 PS0650
 PS0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0650
 PS0650.The dynamic height is computed by dividing the NAVD 88
 PS0650.geopotential number by the normal gravity value computed on the
 PS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0650.degrees latitude (g = 980.6199 gals.).
 PS0650
 PS0650.The modeled gravity was interpolated from observed gravity values.
 PS0650
 PS0650. The following values were computed from the NAD 83(1996) position.
 PS0650
 PS0650;                    North         East     Units Scale Factor Converg.
 PS0650;SPC SD N     -    76,626.796   682,792.479   MT  0.99998211   +0 44 13.3
 PS0650;SPC SD N     -   251,399.75  2,240,128.32   sFT  0.99998211   +0 44 13.3
 PS0650;UTM  14      - 4,929,421.869   503,289.990   MT  0.99960013   +0 01 44.5
 PS0650
 PS0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0650!SPC SD N     -   0.99992857  x   0.99998211  =   0.99991068
 PS0650!UTM  14      -   0.99992857  x   0.99960013  =   0.99952873
 PS0650
 PS0650:                Primary Azimuth Mark                     Grid Az
 PS0650:SPC SD N     -  MILLER AZ MK                             211 57 43.0
 PS0650:UTM  14      -  MILLER AZ MK                             212 40 11.8
 PS0650
 PS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0328929421(NAD 83)
 PS0650
 PS0650|---------------------------------------------------------------------|
 PS0650| PID    Reference Object                     Distance      Geod. Az  |
 PS0650|                                                           dddmmss.s |
 PS0650| AB6169 MILLER RM 1                          10.330 METERS 09329     |
 PS0650| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX. 1.6 KM 0980230.8 |
 PS0650| AB7520 MILLER AZ MK                                       2124156.3 |
 PS0650| PS0651 MILLER MUNICIPAL TANK               APPROX. 2.5 KM 2662449.1 |
 PS0650| AB6170 MILLER RM 2                          10.844 METERS 26923     |
 PS0650|---------------------------------------------------------------------|
 PS0650
 PS0650                          SUPERSEDED SURVEY CONTROL
 PS0650
 PS0650  NAD 83(1986)-  44 31 05.20146(N)    098 57 30.97445(W) AD(       ) 3
 PS0650  NAD 27      -  44 31 05.27300(N)    098 57 29.61300(W) AD(       ) 3
 PS0650
 PS0650.Superseded values are not recommended for survey control.
 PS0650
 PS0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0650.See file dsdata.pdf to determine how the superseded data were derived.
 PS0650
 PS0650_MARKER: DS = TRIANGULATION STATION DISK
 PS0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0650_STAMPING: MILLER 1951
 PS0650_MARK LOGO: CGS
 PS0650_PROJECTION: FLUSH
 PS0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0650+STABILITY: SURFACE MOTION
 PS0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0650+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0650
 PS0650  HISTORY     - Date     Condition        Report By
 PS0650  HISTORY     - 1951     MONUMENTED       CGS
 PS0650  HISTORY     - 19941102 GOOD             NGS
 PS0650
 PS0650                          STATION DESCRIPTION
 PS0650
 PS0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0650'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF MILLER, ALONG THE
 PS0650'NORTH SIDE OF HIGHWAY 14 AND JUST SOUTH OF THE BURREL COLLINS
 PS0650'HANGARS (A PRIVATE OWNED AIRFIELD).  IT IS 53 FEET NORTH OF THE
 PS0650'CENTERLINE OF THE HIGHWAY, 66 FEET EAST OF THE CENTERLINE OF
 PS0650'THE AIR PORT DRIVE WAY AND 19.5 FEET EAST OF A POWERLINE POLE.
 PS0650'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 PS0650'STAMPED MILLER 1951.
 PS0650'
 PS0650'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE CENTERLINE OF THE
 PS0650'HIGHWAY, 22.5 FEET EAST OF A FENCE CORNER AND 2 FEET NORTH OF THE
 PS0650'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 PS0650'STAMPED MILLER NO 1 1951.
 PS0650'
 PS0650'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTERLINE OF
 PS0650'THE HIGHWAY, 31 FEET EAST OF THE CENTERLINE OF THE AIR PORT
 PS0650'DRIVEWAY AND 16 FEET WEST OF A POWERLINE POLE.  THE MARK PROJECTS
 PS0650'2 INCHES AND THE DISK IS STAMPED MILLER NO 2 1951.
 PS0650'
 PS0650'AZIMUTH MARK IS 25 FEET WEST OF THE CENTERLINE OF A ROAD AND 1
 PS0650'FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 PS0650'AND THE DISK IS STAMPED MILLER 1951.
 PS0650'
 PS0650'TO REACH FROM THE JUNCTION OF HIGHWAY 14 AND STATE ROAD 45 IN
 PS0650'MILLER, GO EAST ON HIGHWAY 14 FOR 1.5 MILES TO AIR PORT ON THE
 PS0650'LEFT AND THE STATION AS DESCRIBED.
 PS0650'
 PS0650'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 14
 PS0650'0.25 MILE TO CROSSROADS, TURN LEFT (SOUTH) ON DIRT ROAD 0.4
 PS0650'MILE TO THE MARK ON THE RIGHT OR WEST SIDE OF THE ROAD.
 PS0650'
 PS0650'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0650
 PS0650                          STATION RECOVERY (1994)
 PS0650
 PS0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0650'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0650'IN MILLER, 570.0 M (1870.1 FT) WEST OF MILEPOST 303, 44.4 M (145.7 FT)
 PS0650'WEST OF THE SOUTHWEST LEG OF AN AIRPORT BEACON, 21.8 M (71.5 FT) EAST
 PS0650'OF THE WEST DRIVEWAY LEADING TO THE MILLER MUNICIPAL AIRPORT, 16.0 M
 PS0650'(52.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) EAST OF
 PS0650'REFERENCE MARK 2, 10.2 M (33.5 FT) WEST OF REFERENCE MARK 1, 1.0 M
 PS0650'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHEAST OF A
 PS0650'FENCE POST WITH A WITNESS SIGN ATTACHED, AND THE MONUMENT IS RECESSED
 PS0650'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2363 ***********************************************************************
 PU2363  DESIGNATION -  MILLER
 PU2363  PID         -  PU2363
 PU2363  STATE/COUNTY-  SD/BUTTE
 PU2363  COUNTRY     -  US
 PU2363  USGS QUAD   -  NISLAND (2017)
 PU2363
 PU2363                         *CURRENT SURVEY CONTROL
 PU2363  ______________________________________________________________________
 PU2363* NAD 83(1996) POSITION- 44 41 19.71202(N) 103 33 07.94401(W)   ADJUSTED
 PU2363* NAVD 88 ORTHO HEIGHT -   916.    (meters)     3005.    (feet) SCALED
 PU2363  ______________________________________________________________________
 PU2363  GEOID HEIGHT    -        -16.036 (meters)                     GEOID18
 PU2363  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 PU2363  HORZ ORDER      -  SECOND
 PU2363
 PU2363.The horizontal coordinates were established by classical geodetic methods
 PU2363.and adjusted by the National Geodetic Survey in January 1998.
 PU2363
 PU2363.The orthometric height was scaled from a topographic map.
 PU2363
 PU2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2363.GEOID18 height accuracy estimate available here.
 PU2363
 PU2363.Click photographs - Photos may exist for this station.
 PU2363
 PU2363.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2363
 PU2363. The following values were computed from the NAD 83(1996) position.
 PU2363
 PU2363;                    North         East     Units Scale Factor Converg.
 PU2363;SPC SD N     -   101,238.843   318,509.709   MT  0.99995900   -2 30 50.5
 PU2363;SPC SD N     -   332,147.77  1,044,977.27   sFT  0.99995900   -2 30 50.5
 PU2363;UTM  13      - 4,949,401.418   614,724.391   MT  0.99976185   +1 01 05.8
 PU2363
 PU2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2363!SPC SD N     -   0.99985884  x   0.99995900  =   0.99981784
 PU2363!UTM  13      -   0.99985884  x   0.99976185  =   0.99962072
 PU2363
 PU2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1472449401(NAD 83)
 PU2363
 PU2363                          SUPERSEDED SURVEY CONTROL
 PU2363
 PU2363  NAD 83(1993)-  44 41 19.70599(N)    103 33 07.94443(W) AD(       ) 2
 PU2363  NAD 83(1986)-  44 41 19.70138(N)    103 33 07.94010(W) AD(       ) 2
 PU2363  NAD 27      -  44 41 19.75420(N)    103 33 06.24520(W) AD(       ) 2
 PU2363
 PU2363.Superseded values are not recommended for survey control.
 PU2363
 PU2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2363.See file dsdata.pdf to determine how the superseded data were derived.
 PU2363
 PU2363_MARKER: DB = BENCH MARK DISK
 PU2363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2363_MARK LOGO: USGS
 PU2363_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2363
 PU2363  HISTORY     - Date     Condition        Report By
 PU2363  HISTORY     - UNK      MONUMENTED       USGS
 PU2363  HISTORY     - 1951     GOOD             CGS
 PU2363
 PU2363                          STATION DESCRIPTION
 PU2363
 PU2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2363'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF NISLAND, AND
 PU2363'ABOUT 0.15 MILE WEST OF A NORTH-SOUTH GRAVELED ROAD, ON A
 PU2363'PROMINENT HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PU2363'VICINITY.
 PU2363'
 PU2363'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 PU2363'U.S. HIGHWAY 212 AT THE NORTH EDGE OF NISLAND.  GO EAST ON
 PU2363'HIGHWAY 212 FOR 0.3 MILE TO A CROSSROADS.  TURN LEFT AND GO
 PU2363'NORTH ON A GRAVELED ROAD 0.9 MILE TO A DIM TRACK ROAD LEFT.  TURN
 PU2363'LEFT AND GO WEST 0.15 MILE TO THE EAST BASE OF THE HILL AND THE
 PU2363'END OF TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY FOR ABOUT
 PU2363'5 MINUTES TO THE HIGHEST POINT AND THE STATION.
 PU2363'
 PU2363'THE MARK IS A UNITED STATES GEOLOGICAL SURVEY BENCH MARK CAP,
 PU2363'BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 PU2363'THE CAP IS NOT STAMPED.  A TRAVERSE CONNECTION WAS MADE TO
 PU2363'TRIANGULATION STATION MILLER BUTTE AND THE DISTANCE WAS FOUND TO
 PU2363'BE 15.32 FEET OR 4.670 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0155 ***********************************************************************
 QT0155  DESIGNATION -  MILLER AZ MK
 QT0155  PID         -  QT0155
 QT0155  STATE/COUNTY-  SD/MEADE
 QT0155  COUNTRY     -  US
 QT0155  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0155
 QT0155                         *CURRENT SURVEY CONTROL
 QT0155  ______________________________________________________________________
 QT0155* NAD 83(1986) POSITION- 45 01 27.     (N) 102 46 14.     (W)   SCALED
 QT0155* NAVD 88 ORTHO HEIGHT -   892.122 (meters)     2926.90  (feet) ADJUSTED
 QT0155  ______________________________________________________________________
 QT0155  GEOID HEIGHT    -        -17.645 (meters)                     GEOID18
 QT0155  DYNAMIC HEIGHT  -        891.934 (meters)     2926.29  (feet) COMP
 QT0155  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 QT0155
 QT0155  VERT ORDER      -  FIRST     CLASS II
 QT0155
 QT0155.The horizontal coordinates were scaled from a map and have
 QT0155.an estimated accuracy of +/- 6 seconds.
 QT0155
 QT0155.The orthometric height was determined by differential leveling and
 QT0155.adjusted by the NATIONAL GEODETIC SURVEY
 QT0155.in June 1991.
 QT0155
 QT0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0155.GEOID18 height accuracy estimate available here.
 QT0155
 QT0155.Click photographs - Photos may exist for this station.
 QT0155
 QT0155.The dynamic height is computed by dividing the NAVD 88
 QT0155.geopotential number by the normal gravity value computed on the
 QT0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0155.degrees latitude (g = 980.6199 gals.).
 QT0155
 QT0155.The modeled gravity was interpolated from observed gravity values.
 QT0155
 QT0155;                    North         East    Units  Estimated Accuracy
 QT0155;SPC SD N     -   136,060.      381,700.      MT  (+/- 180 meters Scaled)
 QT0155
 QT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK756880(NAD 83)
 QT0155
 QT0155                          SUPERSEDED SURVEY CONTROL
 QT0155
 QT0155  NGVD 29 (??/??/92)  891.655  (m)         2925.37   (f) ADJ UNCH    1 2
 QT0155
 QT0155.Superseded values are not recommended for survey control.
 QT0155
 QT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0155.See file dsdata.pdf to determine how the superseded data were derived.
 QT0155
 QT0155_MARKER: DZ = AZIMUTH MARK DISK
 QT0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0155_STAMPING: MILLER 1951
 QT0155_MARK LOGO: CGS
 QT0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0155+STABILITY: SURFACE MOTION
 QT0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0155+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0155
 QT0155  HISTORY     - Date     Condition        Report By
 QT0155  HISTORY     - 1951     MONUMENTED       CGS
 QT0155  HISTORY     - 1962     GOOD             CGS
 QT0155  HISTORY     - 1966     GOOD             CGS
 QT0155  HISTORY     - 19960425 GOOD             NGS
 QT0155
 QT0155                          STATION DESCRIPTION
 QT0155
 QT0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0155'5.6 MI E FROM MUD BUTTE.
 QT0155'5.65 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0155'BUTTE, 53 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION
 QT0155'OF A DRIVEWAY NORTH TO A HOUSE, 50 FEET SOUTH OF THE CENTER LINE
 QT0155'OF THE HIGHWAY, 2 FEET WEST OF THE WEST END OF A FIELD ENTRANCE
 QT0155'GATE, 0.9 FOOT WEST OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST,
 QT0155'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 QT0155'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- U.S.
 QT0155'HIGHWAY 212 IS BEING RE-ROUTED AND NOW THE MARK IS ON THE
 QT0155'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 212.
 QT0155
 QT0155                          STATION RECOVERY (1966)
 QT0155
 QT0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0155'RECOVERED IN GOOD CONDITION.
 QT0155
 QT0155                          STATION RECOVERY (1996)
 QT0155
 QT0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0155'8.1 KM (5.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0155'IN MUD BUTTE, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A PAVED ROAD (OLD
 QT0155'HIGHWAY 212), 15.7 M (51.5 FT) SOUTH OF THE ROAD CENTERLINE, 11.3 M
 QT0155'(37.1 FT) SOUTH OF A WITNESS POST, 6.0 M (19.7 FT) WEST OF THE
 QT0155'EXTENDED CENTER OF A DRIVEWAY LEADING NORTH, 0.5 M (1.6 FT) BELOW THE
 QT0155'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 QT0155'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ROBERT
 QT0155'SCHUELKE, HC 71, BOX 13 B, MUD BUTTE, SD 57758, TELEPHONE NUMBER (605)
 QT0155'748-2254.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2362 ***********************************************************************
 PU2362  DESIGNATION -  MILLER BUTTE
 PU2362  PID         -  PU2362
 PU2362  STATE/COUNTY-  SD/BUTTE
 PU2362  COUNTRY     -  US
 PU2362  USGS QUAD   -  NISLAND (2017)
 PU2362
 PU2362                         *CURRENT SURVEY CONTROL
 PU2362  ______________________________________________________________________
 PU2362* NAD 83(1996) POSITION- 44 41 19.85015(N) 103 33 07.85752(W)   ADJUSTED
 PU2362* NAVD 88 ORTHO HEIGHT -   916.    (meters)     3005.    (feet) SCALED
 PU2362  ______________________________________________________________________
 PU2362  GEOID HEIGHT    -        -16.036 (meters)                     GEOID18
 PU2362  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 PU2362  HORZ ORDER      -  SECOND
 PU2362
 PU2362.The horizontal coordinates were established by classical geodetic methods
 PU2362.and adjusted by the National Geodetic Survey in January 1998.
 PU2362
 PU2362.The orthometric height was scaled from a topographic map.
 PU2362
 PU2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2362.GEOID18 height accuracy estimate available here.
 PU2362
 PU2362.Click photographs - Photos may exist for this station.
 PU2362
 PU2362.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2362
 PU2362. The following values were computed from the NAD 83(1996) position.
 PU2362
 PU2362;                    North         East     Units Scale Factor Converg.
 PU2362;SPC SD N     -   101,243.019   318,511.799   MT  0.99995900   -2 30 50.5
 PU2362;SPC SD N     -   332,161.47  1,044,984.13   sFT  0.99995900   -2 30 50.5
 PU2362;UTM  13      - 4,949,405.714   614,726.219   MT  0.99976186   +1 01 05.9
 PU2362
 PU2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2362!SPC SD N     -   0.99985884  x   0.99995900  =   0.99981784
 PU2362!UTM  13      -   0.99985884  x   0.99976186  =   0.99962073
 PU2362
 PU2362:                Primary Azimuth Mark                     Grid Az
 PU2362:SPC SD N     -  MILLER BUTTE AZ MK                       139 01 23.2
 PU2362:UTM  13      -  MILLER BUTTE AZ MK                       135 29 26.8
 PU2362
 PU2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1472649405(NAD 83)
 PU2362
 PU2362|---------------------------------------------------------------------|
 PU2362| PID    Reference Object                     Distance      Geod. Az  |
 PU2362|                                                           dddmmss.s |
 PU2362| PU2272 NEWELL MUNICIPAL TANK               APPROX.10.3 KM 0730737.2 |
 PU2362| CP9996 MILLER BUTTE RM 1                     8.591 METERS 12446     |
 PU2362| PU1865 MILLER BUTTE AZ MK                                 1363032.7 |
 PU2362| PU2358 NISLAND MUNICIPAL TANK              APPROX. 1.5 KM 1761208.4 |
 PU2362| PU2363 MILLER                                4.670 METERS 20404     |
 PU2362| CP9997 MILLER BUTTE RM 2                     8.862 METERS 24607     |
 PU2362|---------------------------------------------------------------------|
 PU2362
 PU2362                          SUPERSEDED SURVEY CONTROL
 PU2362
 PU2362  NAD 83(1993)-  44 41 19.84412(N)    103 33 07.85795(W) AD(       ) 2
 PU2362  NAD 83(1986)-  44 41 19.83952(N)    103 33 07.85362(W) AD(       ) 2
 PU2362  NAD 27      -  44 41 19.89230(N)    103 33 06.15870(W) AD(       ) 2
 PU2362
 PU2362.Superseded values are not recommended for survey control.
 PU2362
 PU2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2362.See file dsdata.pdf to determine how the superseded data were derived.
 PU2362
 PU2362_MARKER: DS = TRIANGULATION STATION DISK
 PU2362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2362_STAMPING: MILLER BUTTE 1951
 PU2362_MARK LOGO: CGS
 PU2362_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2362
 PU2362  HISTORY     - Date     Condition        Report By
 PU2362  HISTORY     - 1951     MONUMENTED       CGS
 PU2362  HISTORY     - 1962     GOOD             CGS
 PU2362
 PU2362                          STATION DESCRIPTION
 PU2362
 PU2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2362'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF NISLAND, ON A
 PU2362'PROMINENT HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PU2362'VICINITY.  IT IS ABOUT 0.15 MILE WEST OF A NORTH-SOUTH GRAVELED
 PU2362'ROAD.
 PU2362'
 PU2362'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 PU2362'U.S. HIGHWAY 212 AT THE NORTH EDGE OF NISLAND.  GO EAST ON
 PU2362'HIGHWAY 212 FOR 0.3 MILE TO A CROSSROADS.  TURN LEFT AND GO
 PU2362'NORTH ON A GRAVELED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 PU2362'RIGHT.  CONTINUE NORTH FOR 0.15 MILE TO A DIM TRACK ROAD LEFT.
 PU2362'TURN LEFT AND GO WEST FOR 0.15 MILE TO THE EAST BASE OF THE HILL
 PU2362'AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY FOR
 PU2362'ABOUT 5 MINUTES TO THE HIGHEST POINT AND THE STATION.
 PU2362'
 PU2362'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 PU2362'IRON PIPE THAT PROJECTS 5 INCHES.  THE DISK IS STAMPED MILLER
 PU2362'BUTTE 1951.
 PU2362'
 PU2362'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2362'2-INCH IRON PIPE THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED
 PU2362'MILLER BUTTE NO 1 1951.
 PU2362'
 PU2362'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2362'2-INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED
 PU2362'MILLER BUTTE NO 2 1951.
 PU2362'
 PU2362'THE AZIMUTH MARK IS 45 EAST OF THE CENTER OF THE GRAVELED ROAD,
 PU2362'4 FEET NORTH OF A POWER LINE POLE AND 3 FEET WEST OF A FENCE.
 PU2362'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 PU2362'CYLINDER THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED MILLER
 PU2362'BUTTE 1951.
 PU2362'
 PU2362'MILLER (USGS) IS A UNITED STATES GEOLOGICAL SURVEY BRONZE BENCH
 PU2362'MARK CAP, BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 PU2362'6 INCHES.  THE CAP IS NOT STAMPED.
 PU2362
 PU2362                          STATION RECOVERY (1962)
 PU2362
 PU2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2362'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 PU2362'MILLER (USGS), AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 PU2362'AND FOUND IN GOOD CONDITION.  THE HORIZONTAL DISTANCE CHECKED
 PU2362'TO ALL MARKS.  THE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1865 ***********************************************************************
 PU1865  DESIGNATION -  MILLER BUTTE AZ MK
 PU1865  PID         -  PU1865
 PU1865  STATE/COUNTY-  SD/BUTTE
 PU1865  COUNTRY     -  US
 PU1865  USGS QUAD   -  NISLAND (2017)
 PU1865
 PU1865                         *CURRENT SURVEY CONTROL
 PU1865  ______________________________________________________________________
 PU1865* NAD 83(1986) POSITION- 44 41 12.     (N) 103 32 55.     (W)   SCALED
 PU1865* NAVD 88 ORTHO HEIGHT -   883.206 (meters)     2897.65  (feet) ADJUSTED
 PU1865  ______________________________________________________________________
 PU1865  GEOID HEIGHT    -        -16.041 (meters)                     GEOID18
 PU1865  DYNAMIC HEIGHT  -        882.973 (meters)     2896.89  (feet) COMP
 PU1865  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1865
 PU1865  VERT ORDER      -  SECOND    CLASS 0
 PU1865
 PU1865.The horizontal coordinates were scaled from a map and have
 PU1865.an estimated accuracy of +/- 6 seconds.
 PU1865
 PU1865.The orthometric height was determined by differential leveling and
 PU1865.adjusted by the NATIONAL GEODETIC SURVEY
 PU1865.in June 1991.
 PU1865
 PU1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1865.GEOID18 height accuracy estimate available here.
 PU1865
 PU1865.Click photographs - Photos may exist for this station.
 PU1865
 PU1865.The dynamic height is computed by dividing the NAVD 88
 PU1865.geopotential number by the normal gravity value computed on the
 PU1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1865.degrees latitude (g = 980.6199 gals.).
 PU1865
 PU1865.The modeled gravity was interpolated from observed gravity values.
 PU1865
 PU1865;                    North         East    Units  Estimated Accuracy
 PU1865;SPC SD N     -   100,990.      318,780.      MT  (+/- 180 meters Scaled)
 PU1865
 PU1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK150491(NAD 83)
 PU1865
 PU1865                          SUPERSEDED SURVEY CONTROL
 PU1865
 PU1865  NGVD 29 (??/??/92)  882.721  (m)         2896.06   (f) ADJ UNCH    2 0
 PU1865
 PU1865.Superseded values are not recommended for survey control.
 PU1865
 PU1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1865.See file dsdata.pdf to determine how the superseded data were derived.
 PU1865
 PU1865_MARKER: DZ = AZIMUTH MARK DISK
 PU1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1865_STAMPING: MILLER BUTTE 1951
 PU1865_MARK LOGO: CGS
 PU1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1865+STABILITY: SURFACE MOTION
 PU1865
 PU1865  HISTORY     - Date     Condition        Report By
 PU1865  HISTORY     - 1951     MONUMENTED       CGS
 PU1865  HISTORY     - 1963     GOOD             CGS
 PU1865
 PU1865                          STATION DESCRIPTION
 PU1865
 PU1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1865'1 MI N FROM NISLAND.
 PU1865'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1865'FROM THE STATION AT NISLAND, THENCE 0.8 MILE NORTH ALONG A GRADED
 PU1865'COUNTY ROAD, ON THE OUTSIDE OF A CURVE AND 44 FEET EAST OF THE
 PU1865'CENTERLINE OF THE ROAD, 58 FEET NORTH OF A TELEPHONE POLE, 2.6
 PU1865'FEET WEST OF A NORTH-SOUTH FENCE, 2.0 FEET WEST OF A METAL
 PU1865'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 PU1865'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0652 ***********************************************************************
 PS0652  DESIGNATION -  MILLER MUN LT AND PWR CO STACK
 PS0652  PID         -  PS0652
 PS0652  STATE/COUNTY-  SD/HAND
 PS0652  COUNTRY     -  US
 PS0652  USGS QUAD   -  MILLER (2017)
 PS0652
 PS0652                         *CURRENT SURVEY CONTROL
 PS0652  ______________________________________________________________________
 PS0652* NAD 83(1996) POSITION- 44 31 00.17191(N) 098 59 23.84559(W)   ADJUSTED
 PS0652  ______________________________________________________________________
 PS0652  GEOID HEIGHT    -        -24.486 (meters)                     GEOID18
 PS0652  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 PS0652  HORZ ORDER      -  THIRD
 PS0652
 PS0652.The horizontal coordinates were established by classical geodetic methods
 PS0652.and adjusted by the National Geodetic Survey in January 1998.
 PS0652
 PS0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0652.GEOID18 height accuracy estimate available here.
 PS0652
 PS0652.Click photographs - Photos may exist for this station.
 PS0652
 PS0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0652
 PS0652. The following values were computed from the NAD 83(1996) position.
 PS0652
 PS0652;                    North         East     Units Scale Factor Converg.
 PS0652;SPC SD N     -    76,439.908   680,301.814   MT  0.99998234   +0 42 53.4
 PS0652;SPC SD N     -   250,786.60  2,231,956.87   sFT  0.99998234   +0 42 53.4
 PS0652;UTM  14      - 4,929,265.828   500,798.159   MT  0.99960001   +0 00 25.3
 PS0652
 PS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0079829265(NAD 83)
 PS0652
 PS0652                          SUPERSEDED SURVEY CONTROL
 PS0652
 PS0652  NAD 83(1986)-  44 31 00.16933(N)    098 59 23.85158(W) AD(       ) 3
 PS0652  NAD 27      -  44 31 00.23000(N)    098 59 22.50000(W) AD(       ) 3
 PS0652
 PS0652.Superseded values are not recommended for survey control.
 PS0652
 PS0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0652.See file dsdata.pdf to determine how the superseded data were derived.
 PS0652
 PS0652_MARKER: 63 = STACK
 PS0652
 PS0652  HISTORY     - Date     Condition        Report By
 PS0652  HISTORY     - 1951     FIRST OBSERVED   CGS
 PS0652
 PS0652                          STATION DESCRIPTION
 PS0652
 PS0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0652'THE STATION IS LOCATED IN MILLER JUST BEHIND THE MILLER FIRE
 PS0652'HOUSE WHICH IS ON THE SOUTHEAST CORNER OF 2ND STREET AND B
 PS0652'STREET.  IT IS ABOUT 85 FEET HIGH, OF CEMENT CONSTRUCTION,
 PS0652'ABOUT 8 FEET IN DIAMETER AT GROUND LEVEL AND HAS A BLACK RING
 PS0652'PAINTED AROUND NEAR THE TOP.  THIS STACK IS NO LONGER IN USE.
 PS0652'
 PS0652'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0651 ***********************************************************************
 PS0651  DESIGNATION -  MILLER MUNICIPAL TANK
 PS0651  PID         -  PS0651
 PS0651  STATE/COUNTY-  SD/HAND
 PS0651  COUNTRY     -  US
 PS0651  USGS QUAD   -  MILLER (2017)
 PS0651
 PS0651                         *CURRENT SURVEY CONTROL
 PS0651  ______________________________________________________________________
 PS0651* NAD 83(1996) POSITION- 44 31 00.09684(N) 098 59 24.50131(W)   ADJUSTED
 PS0651  ______________________________________________________________________
 PS0651  GEOID HEIGHT    -        -24.486 (meters)                     GEOID18
 PS0651  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 PS0651  HORZ ORDER      -  THIRD
 PS0651
 PS0651.The horizontal coordinates were established by classical geodetic methods
 PS0651.and adjusted by the National Geodetic Survey in January 1998.
 PS0651
 PS0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0651.GEOID18 height accuracy estimate available here.
 PS0651
 PS0651.Click photographs - Photos may exist for this station.
 PS0651
 PS0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0651
 PS0651. The following values were computed from the NAD 83(1996) position.
 PS0651
 PS0651;                    North         East     Units Scale Factor Converg.
 PS0651;SPC SD N     -    76,437.411   680,287.363   MT  0.99998234   +0 42 53.0
 PS0651;SPC SD N     -   250,778.41  2,231,909.46   sFT  0.99998234   +0 42 53.0
 PS0651;UTM  14      - 4,929,263.510   500,783.684   MT  0.99960001   +0 00 24.9
 PS0651
 PS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0078329263(NAD 83)
 PS0651
 PS0651                          SUPERSEDED SURVEY CONTROL
 PS0651
 PS0651  NAD 83(1986)-  44 31 00.09457(N)    098 59 24.50707(W) AD(       ) 3
 PS0651  NAD 27      -  44 31 00.16600(N)    098 59 23.14700(W) AD(       ) 3
 PS0651
 PS0651.Superseded values are not recommended for survey control.
 PS0651
 PS0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0651.See file dsdata.pdf to determine how the superseded data were derived.
 PS0651
 PS0651_MARKER: 51 = TANK
 PS0651
 PS0651  HISTORY     - Date     Condition        Report By
 PS0651  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0651
 PS0651                          STATION DESCRIPTION
 PS0651
 PS0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0651'POINT OBSERVED UPON IS THE MUNICIPAL WATER TANK, MILLER, STEEL.
 PS0651'TOWN WAS OFF SCHEME AND STATION NOT VISITED.  OBSERVED UPON
 PS0651'FINIAL.
 PS0651'
 PS0651'STATION OBSERVED UPON FROM BALD, GRAY, NANCE, HULBERT, AND
 PS0651'YORK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0154 ***********************************************************************
 QT0154  DESIGNATION -  MILLER RM 1
 QT0154  PID         -  QT0154
 QT0154  STATE/COUNTY-  SD/MEADE
 QT0154  COUNTRY     -  US
 QT0154  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0154
 QT0154                         *CURRENT SURVEY CONTROL
 QT0154  ______________________________________________________________________
 QT0154* NAD 83(1986) POSITION- 45 01 27.71   (N) 102 46 35.56   (W)   HD_HELD1
 QT0154* NAVD 88 ORTHO HEIGHT -   899.121 (meters)     2949.87  (feet) ADJUSTED
 QT0154  ______________________________________________________________________
 QT0154  GEOID HEIGHT    -        -17.632 (meters)                     GEOID18
 QT0154  DYNAMIC HEIGHT  -        898.933 (meters)     2949.25  (feet) COMP
 QT0154  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 QT0154
 QT0154  VERT ORDER      -  FIRST     CLASS II
 QT0154
 QT0154.The horizontal coordinates were determined by differentially corrected
 QT0154.hand held GPS observations or other comparable positioning techniques
 QT0154.and have an estimated accuracy of +/- 3 meters.
 QT0154
 QT0154.The orthometric height was determined by differential leveling and
 QT0154.adjusted by the NATIONAL GEODETIC SURVEY
 QT0154.in July 1998.
 QT0154
 QT0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0154.GEOID18 height accuracy estimate available here.
 QT0154
 QT0154.Click photographs - Photos may exist for this station.
 QT0154
 QT0154.The dynamic height is computed by dividing the NAVD 88
 QT0154.geopotential number by the normal gravity value computed on the
 QT0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0154.degrees latitude (g = 980.6199 gals.).
 QT0154
 QT0154.The modeled gravity was interpolated from observed gravity values.
 QT0154
 QT0154;                    North         East    Units  Estimated Accuracy
 QT0154;SPC SD N     -   136,102.1     381,227.3     MT  (+/- 3 meters HH1 GPS) 
 QT0154
 QT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7516888061(NAD 83)
 QT0154
 QT0154                          SUPERSEDED SURVEY CONTROL
 QT0154
 QT0154  NAVD 88 (06/15/91)  899.096  (m)         2949.78   (f) SUPERSEDED  1 2
 QT0154  NGVD 29 (??/??/92)  898.631  (m)         2948.26   (f) ADJ UNCH    1 2
 QT0154
 QT0154.Superseded values are not recommended for survey control.
 QT0154
 QT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0154.See file dsdata.pdf to determine how the superseded data were derived.
 QT0154
 QT0154_MARKER: DR = REFERENCE MARK DISK
 QT0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0154_STAMPING: MILLER NO 1 1951
 QT0154_MARK LOGO: CGS
 QT0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0154+STABILITY: SURFACE MOTION
 QT0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0154+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0154
 QT0154  HISTORY     - Date     Condition        Report By
 QT0154  HISTORY     - 1951     MONUMENTED       CGS
 QT0154  HISTORY     - 1962     GOOD             CGS
 QT0154  HISTORY     - 1966     GOOD             CGS
 QT0154  HISTORY     - 19960425 GOOD             NGS
 QT0154
 QT0154                          STATION DESCRIPTION
 QT0154
 QT0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0154'5.3 MI E FROM MUD BUTTE.
 QT0154'5.35 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0154'BUTTE, 117 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 61.5 FEET
 QT0154'EAST OF THE STATION, 59.7 FEET EAST-NORTHEAST OF R.M. 2, 42 1/2
 QT0154'FEET NORTH OF A FENCE T JUNCTION, 3.0 FEET SOUTH OF A WITNESS
 QT0154'POST, ABOUT 15 FEET HIGHER THAN THE HIGHWAY, ABOUT 2 1/2 FEET
 QT0154'LOWER THAN THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 QT0154'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QT0154
 QT0154                          STATION RECOVERY (1966)
 QT0154
 QT0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0154'RECOVERED IN GOOD CONDITION.
 QT0154
 QT0154                          STATION RECOVERY (1996)
 QT0154
 QT0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0154'8.1 KM (5.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0154'IN MUD BUTTE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A PAVED ROAD (OLD
 QT0154'HIGHWAY 212), 33.0 M (108.3 FT) NORTH OF THE ROAD CENTERLINE, 22.5 M
 QT0154'(73.8 FT) NORTHEAST OF A WITNESS POST, 18.7 M (61.4 FT) EAST OF
 QT0154'TRIANGULATION STATION MILLER, 18.0 M (59.1 FT) NORTHEAST OF REFERENCE
 QT0154'MARK 2, 13.1 M (43.0 FT) NORTH OF A T-FENCE CORNER, 2.5 M (8.2 FT)
 QT0154'ABOVE THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) WEST OF A FENCE, AND THE
 QT0154'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 QT0154'MONUMENT IS ON PROPERTY OWNED BY ROBERT SCHUELKE, HC 71, BOX 13 B, MUD
 QT0154'BUTTE, SD 57758, TELEPHONE NUMBER (605) 748-2254.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6169 ***********************************************************************
 AB6169  DESIGNATION -  MILLER RM 1
 AB6169  PID         -  AB6169
 AB6169  STATE/COUNTY-  SD/HAND
 AB6169  COUNTRY     -  US
 AB6169  USGS QUAD   -  MILLER (2017)
 AB6169
 AB6169                         *CURRENT SURVEY CONTROL
 AB6169  ______________________________________________________________________
 AB6169* NAD 83(1986) POSITION- 44 31 05.18   (N) 098 57 30.50   (W)   HD_HELD1
 AB6169* NAVD 88 ORTHO HEIGHT -   479.995 (meters)     1574.78  (feet) ADJUSTED
 AB6169  ______________________________________________________________________
 AB6169  GEOID HEIGHT    -        -24.543 (meters)                     GEOID18
 AB6169  DYNAMIC HEIGHT  -        479.903 (meters)     1574.48  (feet) COMP
 AB6169  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 AB6169
 AB6169  VERT ORDER      -  FIRST     CLASS II
 AB6169
 AB6169.The horizontal coordinates were determined by differentially corrected
 AB6169.hand held GPS observations or other comparable positioning techniques
 AB6169.and have an estimated accuracy of +/- 3 meters.
 AB6169
 AB6169.The orthometric height was determined by differential leveling and
 AB6169.adjusted by the NATIONAL GEODETIC SURVEY
 AB6169.in October 1997.
 AB6169
 AB6169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6169.GEOID18 height accuracy estimate available here.
 AB6169
 AB6169.Click photographs - Photos may exist for this station.
 AB6169
 AB6169.The dynamic height is computed by dividing the NAVD 88
 AB6169.geopotential number by the normal gravity value computed on the
 AB6169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6169.degrees latitude (g = 980.6199 gals.).
 AB6169
 AB6169.The modeled gravity was interpolated from observed gravity values.
 AB6169
 AB6169;                    North         East    Units  Estimated Accuracy
 AB6169;SPC SD N     -    76,626.2     682,802.8     MT  (+/- 3 meters HH1 GPS) 
 AB6169
 AB6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0330029421(NAD 83)
 AB6169
 AB6169                          SUPERSEDED SURVEY CONTROL
 AB6169
 AB6169.No superseded survey control is available for this station.
 AB6169
 AB6169_MARKER: DR = REFERENCE MARK DISK
 AB6169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6169_STAMPING: MILLER NO 1 1951
 AB6169_MARK LOGO: CGS
 AB6169_PROJECTION: FLUSH
 AB6169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6169+STABILITY: SURFACE MOTION
 AB6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6169+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB6169
 AB6169  HISTORY     - Date     Condition        Report By
 AB6169  HISTORY     - 1951     MONUMENTED       CGS
 AB6169  HISTORY     - 19941102 GOOD             NGS
 AB6169
 AB6169                          STATION DESCRIPTION
 AB6169
 AB6169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6169'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB6169'IN MILLER, 560.0 M (1837.3 FT) WEST OF MILEPOST 303, 34.2 M (112.2 FT)
 AB6169'WEST OF THE SOUTHWEST LEG OF AN AIRPORT BEACON, 32.0 M (105.0 FT) EAST
 AB6169'OF THE CENTER OF THE WEST DRIVEWAY LEADING TO THE MILLER MUNICIPAL
 AB6169'AIRPORT, 15.4 M (50.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.2 M
 AB6169'(33.5 FT) EAST OF TRIANGULATION STATION MILLER, 1.0 M (3.3 FT) BELOW
 AB6169'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 AB6169'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0152 ***********************************************************************
 QT0152  DESIGNATION -  MILLER RM 2
 QT0152  PID         -  QT0152
 QT0152  STATE/COUNTY-  SD/MEADE
 QT0152  COUNTRY     -  US
 QT0152  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0152
 QT0152                         *CURRENT SURVEY CONTROL
 QT0152  ______________________________________________________________________
 QT0152* NAD 83(1986) POSITION- 45 01 27.28   (N) 102 46 36.12   (W)   HD_HELD1
 QT0152* NAVD 88 ORTHO HEIGHT -   899.624 (meters)     2951.52  (feet) ADJUSTED
 QT0152  ______________________________________________________________________
 QT0152  GEOID HEIGHT    -        -17.632 (meters)                     GEOID18
 QT0152  DYNAMIC HEIGHT  -        899.436 (meters)     2950.90  (feet) COMP
 QT0152  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 QT0152
 QT0152  VERT ORDER      -  FIRST     CLASS II
 QT0152
 QT0152.The horizontal coordinates were determined by differentially corrected
 QT0152.hand held GPS observations or other comparable positioning techniques
 QT0152.and have an estimated accuracy of +/- 3 meters.
 QT0152
 QT0152.The orthometric height was determined by differential leveling and
 QT0152.adjusted by the NATIONAL GEODETIC SURVEY
 QT0152.in July 1998.
 QT0152
 QT0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0152.GEOID18 height accuracy estimate available here.
 QT0152
 QT0152.Click photographs - Photos may exist for this station.
 QT0152
 QT0152.The dynamic height is computed by dividing the NAVD 88
 QT0152.geopotential number by the normal gravity value computed on the
 QT0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0152.degrees latitude (g = 980.6199 gals.).
 QT0152
 QT0152.The modeled gravity was interpolated from observed gravity values.
 QT0152
 QT0152;                    North         East    Units  Estimated Accuracy
 QT0152;SPC SD N     -   136,089.2     381,214.5     MT  (+/- 3 meters HH1 GPS) 
 QT0152
 QT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7515688048(NAD 83)
 QT0152
 QT0152                          SUPERSEDED SURVEY CONTROL
 QT0152
 QT0152  NAVD 88 (06/15/91)  899.601  (m)         2951.44   (f) SUPERSEDED  1 2
 QT0152  NGVD 29 (??/??/92)  899.137  (m)         2949.92   (f) ADJ UNCH    1 2
 QT0152
 QT0152.Superseded values are not recommended for survey control.
 QT0152
 QT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0152.See file dsdata.pdf to determine how the superseded data were derived.
 QT0152
 QT0152_MARKER: DR = REFERENCE MARK DISK
 QT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0152_STAMPING: MILLER NO 2 1951
 QT0152_MARK LOGO: CGS
 QT0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0152+STABILITY: SURFACE MOTION
 QT0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0152+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0152
 QT0152  HISTORY     - Date     Condition        Report By
 QT0152  HISTORY     - 1951     MONUMENTED       CGS
 QT0152  HISTORY     - 1962     GOOD             CGS
 QT0152  HISTORY     - 1966     GOOD             CGS
 QT0152  HISTORY     - 19960425 GOOD             NGS
 QT0152
 QT0152                          STATION DESCRIPTION
 QT0152
 QT0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0152'5.4 MI E FROM MUD BUTTE.
 QT0152'5.35 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MUD
 QT0152'BUTTE, 76 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 59.7
 QT0152'FEET WEST-SOUTHWEST OF R.M. 1, 42.9 FEET SOUTH-SOUTHEAST OF THE
 QT0152'STATION, 22 FEET EAST OF A POWER POLE, 10.5 FEET NORTH OF A
 QT0152'FENCE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A
 QT0152'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QT0152
 QT0152                          STATION RECOVERY (1966)
 QT0152
 QT0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 QT0152'RECOVERED IN GOOD CONDITION.
 QT0152
 QT0152                          STATION RECOVERY (1996)
 QT0152
 QT0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0152'8.1 KM (5.05 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0152'IN MUD BUTTE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A PAVED ROAD (OLD
 QT0152'HIGHWAY 212), 23.5 M (77.1 FT) NORTH OF THE ROAD CENTERLINE, 18.0 M
 QT0152'(59.1 FT) SOUTHWEST OF REFERENCE MARK 1, 13.2 M (43.3 FT) SOUTH OF
 QT0152'TRIANGULATION STATION MILLER, 4.6 M (15.1 FT) NORTHEAST OF A WITNESS
 QT0152'POST, 3.6 M (11.8 FT) NORTH OF A FENCE, 2.5 M (8.2 FT) ABOVE THE LEVEL
 QT0152'OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0152'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ROBERT SCHUELKE,
 QT0152'HC 71, BOX 13 B, MUD BUTTE, SD 57758, TELEPHONE NUMBER (605) 748-2254.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6170 ***********************************************************************
 AB6170  DESIGNATION -  MILLER RM 2
 AB6170  PID         -  AB6170
 AB6170  STATE/COUNTY-  SD/HAND
 AB6170  COUNTRY     -  US
 AB6170  USGS QUAD   -  MILLER (2017)
 AB6170
 AB6170                         *CURRENT SURVEY CONTROL
 AB6170  ______________________________________________________________________
 AB6170* NAD 83(1986) POSITION- 44 31 05.20   (N) 098 57 31.46   (W)   HD_HELD1
 AB6170* NAVD 88 ORTHO HEIGHT -   480.170 (meters)     1575.36  (feet) ADJUSTED
 AB6170  ______________________________________________________________________
 AB6170  GEOID HEIGHT    -        -24.542 (meters)                     GEOID18
 AB6170  DYNAMIC HEIGHT  -        480.079 (meters)     1575.06  (feet) COMP
 AB6170  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 AB6170
 AB6170  VERT ORDER      -  FIRST     CLASS II
 AB6170
 AB6170.The horizontal coordinates were determined by differentially corrected
 AB6170.hand held GPS observations or other comparable positioning techniques
 AB6170.and have an estimated accuracy of +/- 3 meters.
 AB6170
 AB6170.The orthometric height was determined by differential leveling and
 AB6170.adjusted by the NATIONAL GEODETIC SURVEY
 AB6170.in October 1997.
 AB6170
 AB6170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6170.GEOID18 height accuracy estimate available here.
 AB6170
 AB6170.Click photographs - Photos may exist for this station.
 AB6170
 AB6170.The dynamic height is computed by dividing the NAVD 88
 AB6170.geopotential number by the normal gravity value computed on the
 AB6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6170.degrees latitude (g = 980.6199 gals.).
 AB6170
 AB6170.The modeled gravity was interpolated from observed gravity values.
 AB6170
 AB6170;                    North         East    Units  Estimated Accuracy
 AB6170;SPC SD N     -    76,626.5     682,781.6     MT  (+/- 3 meters HH1 GPS) 
 AB6170
 AB6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0327929421(NAD 83)
 AB6170
 AB6170                          SUPERSEDED SURVEY CONTROL
 AB6170
 AB6170.No superseded survey control is available for this station.
 AB6170
 AB6170_MARKER: DR = REFERENCE MARK DISK
 AB6170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6170_STAMPING: MILLER NO 2 1951
 AB6170_MARK LOGO: CGS
 AB6170_PROJECTION: FLUSH
 AB6170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6170+STABILITY: SURFACE MOTION
 AB6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6170+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB6170
 AB6170  HISTORY     - Date     Condition        Report By
 AB6170  HISTORY     - 1951     MONUMENTED       CGS
 AB6170  HISTORY     - 19941102 GOOD             NGS
 AB6170
 AB6170                          STATION DESCRIPTION
 AB6170
 AB6170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6170'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB6170'IN MILLER, 580.0 M (1902.9 FT) WEST OF MILEPOST 303, 55.3 M (181.4 FT)
 AB6170'WEST OF THE SOUTHWEST LEG OF AN AIRPORT BEACON, 15.5 M (50.9 FT) NORTH
 AB6170'OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) EAST OF THE CENTER OF THE
 AB6170'WEST DRIVEWAY LEADING TO THE MILLER MUNICIPAL AIRPORT, 10.9 M (35.8
 AB6170'FT) WEST OF TRIANGULATION STATION MILLER, 1.0 M (3.3 FT) BELOW THE
 AB6170'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AB6170'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0614 ***********************************************************************
 PS0614  DESIGNATION -  MILLET
 PS0614  PID         -  PS0614
 PS0614  STATE/COUNTY-  SD/BEADLE
 PS0614  COUNTRY     -  US
 PS0614  USGS QUAD   -  WESSINGTON SW (2017)
 PS0614
 PS0614                         *CURRENT SURVEY CONTROL
 PS0614  ______________________________________________________________________
 PS0614* NAD 83(1996) POSITION- 44 21 59.92394(N) 098 38 20.90894(W)   ADJUSTED
 PS0614* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 PS0614  ______________________________________________________________________
 PS0614  GEOID HEIGHT    -        -25.016 (meters)                     GEOID18
 PS0614  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 PS0614  HORZ ORDER      -  FIRST
 PS0614
 PS0614.The horizontal coordinates were established by classical geodetic methods
 PS0614.and adjusted by the National Geodetic Survey in January 1998.
 PS0614
 PS0614.The orthometric height was scaled from a topographic map.
 PS0614
 PS0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0614.GEOID18 height accuracy estimate available here.
 PS0614
 PS0614.Click photographs - Photos may exist for this station.
 PS0614
 PS0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0614
 PS0614. The following values were computed from the NAD 83(1996) position.
 PS0614
 PS0614;                    North         East     Units Scale Factor Converg.
 PS0614;SPC SD N     -    60,174.961   708,470.861   MT  1.00000996   +0 57 47.3
 PS0614;SPC SD N     -   197,424.02  2,324,374.82   sFT  1.00000996   +0 57 47.3
 PS0614;UTM  14      - 4,912,659.979   528,752.765   MT  0.99961017   +0 15 08.4
 PS0614
 PS0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0614!SPC SD N     -   0.99993583  x   1.00000996  =   0.99994579
 PS0614!UTM  14      -   0.99993583  x   0.99961017  =   0.99954602
 PS0614
 PS0614:                Primary Azimuth Mark                     Grid Az
 PS0614:SPC SD N     -  MILLET AZ MK                             177 08 06.3
 PS0614:UTM  14      -  MILLET AZ MK                             177 50 45.2
 PS0614
 PS0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2875212659(NAD 83)
 PS0614
 PS0614|---------------------------------------------------------------------|
 PS0614| PID    Reference Object                     Distance      Geod. Az  |
 PS0614|                                                           dddmmss.s |
 PS0614| PS0613 WOLSEY GERMAN LUTH CH CROSS         APPROX.14.1 KM 0675038.7 |
 PS0614| PS0612 WOLSEY MUNICIPAL TANK               APPROX.13.9 KM 0692143.9 |
 PS0614| PS0607 HURON E MUNICIPAL TANK              APPROX.34.1 KM 0910924.4 |
 PS0614| PS0611 VIRGIL MUNICIPAL TANK               APPROX.19.3 KM 1161035.0 |
 PS0614| CO6405 MILLET AZ MK                                       1780553.6 |
 PS0614| CO6406 MILLET RM 1                          80.605 METERS 22357     |
 PS0614| CO6407 MILLET RM 2                          72.158 METERS 30816     |
 PS0614| PS0615 WESSINGTON MUNICIPAL TANK           APPROX.10.4 KM 3342139.6 |
 PS0614|---------------------------------------------------------------------|
 PS0614
 PS0614                          SUPERSEDED SURVEY CONTROL
 PS0614
 PS0614  NAD 83(1986)-  44 21 59.91975(N)    098 38 20.91644(W) AD(       ) 1
 PS0614  NAD 27      -  44 21 59.97000(N)    098 38 19.57500(W) AD(       ) 1
 PS0614
 PS0614.Superseded values are not recommended for survey control.
 PS0614
 PS0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0614.See file dsdata.pdf to determine how the superseded data were derived.
 PS0614
 PS0614_MARKER: DS = TRIANGULATION STATION DISK
 PS0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0614_STAMPING: MILLET 1934
 PS0614_MARK LOGO: CGS
 PS0614_PROJECTION: RECESSED 30 CENTIMETERS
 PS0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0614+STABILITY: SURFACE MOTION
 PS0614
 PS0614  HISTORY     - Date     Condition        Report By
 PS0614  HISTORY     - 1934     MONUMENTED       CGS
 PS0614  HISTORY     - 1935     GOOD             SDGS
 PS0614  HISTORY     - 1951     GOOD             CGS
 PS0614
 PS0614                          STATION DESCRIPTION
 PS0614
 PS0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0614'STATION IS IN THE NW 1/4 OF SEC. 3, T 110 N, R 65 W.  IT IS
 PS0614'0.3 MILE S OF N SIDE OF SECTION AND 50 YARDS E OF THE ROAD.
 PS0614'
 PS0614'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0614'BRONZE DISKS SET IN CONCRETE.
 PS0614'
 PS0614'REFERENCE MARK NO. 1 IS E OF ROAD LEADING TO STATION, SET
 PS0614'AT E EDGE OF RIGHT-OF-WAY.
 PS0614'
 PS0614'REFERENCE MARK NO. 2 IS E OF ROAD LEADING TO STATION, SET
 PS0614'AT E EDGE OF RIGHT-OF-WAY.
 PS0614'
 PS0614'AZIMUTH MARK IS S OF STATION SET IN THE N RIGHT-OF-WAY FENCE,
 PS0614'ABOUT 200 FEET E OF FENCE CORNER.
 PS0614'
 PS0614'MEASUREMENT IN FEET ONLY DUE TO UNEVENESS OF GROUND AND
 PS0614'HEAVY GROWTH OF RUSSIAN THISTLE.
 PS0614'
 PS0614'A 75-FOOT SIGNAL WAS NEEDED.
 PS0614
 PS0614                          STATION RECOVERY (1935)
 PS0614
 PS0614'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1935
 PS0614'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 PS0614'IS IN THE NW 1/4 OF SEC. 3, T 110 N, R 65 W, ABOUT 0.3 MILE
 PS0614'S OF THE N LINE OF SECTION AND 241 FEET E OF CENTER LINE OF
 PS0614'TRAIL ON W LINE OF SECTION, NEAR N END OF LOW KNOLL, IN
 PS0614'CULTIVATED FIELD.  UPPER STATION MARK IS STANDARD DISK, STAMPED
 PS0614'MILLET 1934, IN CONCRETE, ABOUT 1 FOOT BELOW SURFACE.
 PS0614'
 PS0614'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK IN CONCRETE,
 PS0614'ABOUT 56 FEET E OF THE CENTER LINE OF N-S TRAIL, ABOUT 6 FEET
 PS0614'E OF E RIGHT-OF-WAY LINE, 264.45 FEET FROM STATION, AND
 PS0614'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 PS0614'
 PS0614'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK IN CONCRETE,
 PS0614'ABOUT 54 FEET E OF CENTER LINE OF N-S TRAIL, ABOUT 7 FEET
 PS0614'E OF E RIGHT-OF-WAY LINE, 236.74 FEET FROM STATION, AND
 PS0614'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 PS0614'
 PS0614'AZIMUTH MARK IS A STANDARD REFERENCE DISK IN CONCRETE, ABOUT
 PS0614'315 FEET E OF CENTER OF CROSSROADS AT SW CORNER OF SECTION,
 PS0614'35 FEET N OF CENTER LINE OF E-W GRAVEL ROAD, AND ABOUT 0.7
 PS0614'MILE S OF STATION, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 PS0614'
 PS0614'TO REACH THE STATION FROM WESSINGTON POST OFFICE, GO SW ON
 PS0614'MAIN STREET AND CONTINUE 0.4 MILE, TURN LEFT (S) AND PROCEED
 PS0614'ON GRAVEL ROAD 2.45 MILES TO SIGNPOST INSCRIBED HURON 27-1/2
 PS0614'MILES, WESSINGTON 3 MILES, CONTINUE S ON GRAVEL ROAD 4.0 MILES
 PS0614'TO CROSSROADS AND SIGNPOST INSCRIBED HURON 25 MILES, WESSINGTON
 PS0614'7 MILES, TURN LEFT (E) AND PROCEED ON GRAVEL ROAD 3 MILES,
 PS0614'TURN LEFT (N) AND PROCEED ABOUT 0.7 MILE ON UNIMPROVED DIRT
 PS0614'ROAD.  STATION IS ON TOP OF KNOLL ABOUT 80 YARDS E OF ROAD.
 PS0614
 PS0614                          STATION RECOVERY (1951)
 PS0614
 PS0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 PS0614'STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 PS0614'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION AND ADEQUATELY
 PS0614'DESCRIBED.  THE DESCRIPTION TO REACH THE STATION WAS NOT
 PS0614'CHECKED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0612 ***********************************************************************
 QR0612  DESIGNATION -  MINA ET
 QR0612  PID         -  QR0612
 QR0612  STATE/COUNTY-  SD/EDMUNDS
 QR0612  COUNTRY     -  US
 QR0612  USGS QUAD   -  MINA (2017)
 QR0612
 QR0612                         *CURRENT SURVEY CONTROL
 QR0612  ______________________________________________________________________
 QR0612* NAD 83(1996) POSITION- 45 26 51.26189(N) 098 50 20.51665(W)   ADJUSTED
 QR0612* NAVD 88 ORTHO HEIGHT -   443.3   (meters)     1454.    (feet) VERTCON3
 QR0612  ______________________________________________________________________
 QR0612  GEOID HEIGHT    -        -23.839 (meters)                     GEOID18
 QR0612  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 QR0612  HORZ ORDER      -  SECOND
 QR0612
 QR0612.The horizontal coordinates were established by classical geodetic methods
 QR0612.and adjusted by the National Geodetic Survey in January 1998.
 QR0612
 QR0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0612
 QR0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0612.GEOID18 height accuracy estimate available here.
 QR0612
 QR0612.Click photographs - Photos may exist for this station.
 QR0612
 QR0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0612
 QR0612. The following values were computed from the NAD 83(1996) position.
 QR0612
 QR0612;                    North         East     Units Scale Factor Converg.
 QR0612;SPC SD N     -   180,032.685   690,816.681   MT  0.99996302   +0 49 18.0
 QR0612;SPC SD N     -   590,657.23  2,266,454.39   sFT  0.99996302   +0 49 18.0
 QR0612;UTM  14      - 5,032,684.616   512,587.549   MT  0.99960195   +0 06 52.9
 QR0612
 QR0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0612!SPC SD N     -   0.99993424  x   0.99996302  =   0.99989726
 QR0612!UTM  14      -   0.99993424  x   0.99960195  =   0.99953621
 QR0612
 QR0612:                Primary Azimuth Mark                     Grid Az
 QR0612:SPC SD N     -  CORT                                     063 16 08.2
 QR0612:UTM  14      -  CORT                                     063 58 33.3
 QR0612
 QR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1258732684(NAD 83)
 QR0612
 QR0612|---------------------------------------------------------------------|
 QR0612| PID    Reference Object                     Distance      Geod. Az  |
 QR0612|                                                           dddmmss.s |
 QR0612| AE7254 MINA ET RM 1                         14.440 METERS 04501     |
 QR0612| QR0610 CORT                                APPROX. 6.6 KM 0640526.2 |
 QR0612| AE7255 MINA ET RM 2                         15.376 METERS 31335     |
 QR0612|---------------------------------------------------------------------|
 QR0612
 QR0612                          SUPERSEDED SURVEY CONTROL
 QR0612
 QR0612  NAD 83(1986)-  45 26 51.27692(N)    098 50 20.50693(W) AD(       ) 2
 QR0612  NAD 27      -  45 26 51.36322(N)    098 50 19.12775(W) AD(       ) 2
 QR0612  NGVD 29 (07/19/86)  443.0    (m)         1453.     (f) VERT ANG       
 QR0612
 QR0612.Superseded values are not recommended for survey control.
 QR0612
 QR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0612.See file dsdata.pdf to determine how the superseded data were derived.
 QR0612
 QR0612_MARKER: DD = SURVEY DISK
 QR0612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0612+WITH SETTING: INFORMATION.
 QR0612_STAMPING: ET MINA 1970
 QR0612_MARK LOGO: USGS
 QR0612_PROJECTION: RECESSED 15 CENTIMETERS
 QR0612_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0612
 QR0612  HISTORY     - Date     Condition        Report By
 QR0612  HISTORY     - 1970     MONUMENTED       USGS
 QR0612  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0612
 QR0612                          STATION DESCRIPTION
 QR0612
 QR0612'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0612'THE STATION IS ABOUT 9.3 MI E. OF IPSWICH, ABOUT 0.20 MI E. OF
 QR0612'THE COR. OF SECS. 19, 24, 25 AND 30, T. 123 N., R. 66 W., ALONG
 QR0612'U.S. HWY. 12 ON TOP OF A PROMINENT RIDGE.
 QR0612'
 QR0612'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 12 AND STATE
 QR0612'HWY. 45 IN IPSWICH, GO E. ON U.S. HWY. 12 FOR 9.0 MI TO A
 QR0612'T-RD. N. AND TRAIL S., CONTINUE E. FOR ABOUT 0.2 MI TO THE TOP
 QR0612'OF A PROMINENT RIDGE AND THE STATION ON THE LEFT ON THE
 QR0612'N. SHOULDER OF RD.
 QR0612'
 QR0612'STATION MARK, STAMPED ET MINA 1970 IS 16 FT N. CENTER HWY.  36
 QR0612'FT S. OF N. RIGHT-OF-WAY FENCE AND 36 FT S. OF USGS WITNESS POST,
 QR0612'BURIED ABOUT 6 IN. BELOW THE SURFACE, 1195 FT E. OF A CROSSROADS.
 QR0612'
 QR0612'REFERENCE MARK NO. 1, STAMPED MINA NO 1 1970 IS NE. OF THE
 QR0612'STATION, 49 FT N. CENTER HWY. AND 2.0 FT S. OF THE N. RIGHT-OF-WAY
 QR0612'FENCE.  IT IS SET FLUSH WITH THE GROUND.
 QR0612'
 QR0612'REFERENCE MARK NO. 2, STAMPED MINA NO 2 1970 IS NW. OF THE
 QR0612'STATION, 50 FT N. CENTER HWY. AND 1.5 FT S. OF N. RIGHT-OF-WAY
 QR0612'FENCE.  THE MARK IS SET FLUSH WITH THE GROUND.
 QR0612'
 QR0612'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0612'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 QR0612'GRAVEL TO WITHIN 1 IN. OF CAP.
 QR0612'
 QR0612'NO AZIMUTH MARK WAS SET.
 QR0612'
 QR0612'STANDARD BRACED TRIPOD USED.
 QR0612
 QR0612                          STATION RECOVERY (1997)
 QR0612
 QR0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0612'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0893 ***********************************************************************
 PR0893  DESIGNATION -  MINER
 PR0893  PID         -  PR0893
 PR0893  STATE/COUNTY-  SD/MINER
 PR0893  COUNTRY     -  US
 PR0893  USGS QUAD   -  OLDHAM NW (2017)
 PR0893
 PR0893                         *CURRENT SURVEY CONTROL
 PR0893  ______________________________________________________________________
 PR0893* NAD 83(1996) POSITION- 44 10 03.02402(N) 097 25 43.29718(W)   ADJUSTED
 PR0893* NAVD 88 ORTHO HEIGHT -   549.2   (meters)     1802.    (feet) VERTCON3
 PR0893  ______________________________________________________________________
 PR0893  GEOID HEIGHT    -        -25.547 (meters)                     GEOID18
 PR0893  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 PR0893  HORZ ORDER      -  FIRST
 PR0893
 PR0893.The horizontal coordinates were established by classical geodetic methods
 PR0893.and adjusted by the National Geodetic Survey in January 1998.
 PR0893
 PR0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0893
 PR0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0893.GEOID18 height accuracy estimate available here.
 PR0893
 PR0893.Click photographs - Photos may exist for this station.
 PR0893
 PR0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0893
 PR0893. The following values were computed from the NAD 83(1996) position.
 PR0893
 PR0893;                    North         East     Units Scale Factor Converg.
 PR0893;SPC SD S     -   207,827.795   832,255.324   MT  0.99995277   +2 00 13.6
 PR0893;SPC SD S     -   681,848.36  2,730,491.01   sFT  0.99995277   +2 00 13.6
 PR0893;UTM  14      - 4,891,678.087   625,623.601   MT  0.99979409   +1 05 41.9
 PR0893
 PR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0893!SPC SD S     -   0.99991790  x   0.99995277  =   0.99987067
 PR0893!UTM  14      -   0.99991790  x   0.99979409  =   0.99971200
 PR0893
 PR0893:                Primary Azimuth Mark                     Grid Az
 PR0893:SPC SD S     -  LAKE PRESTON CONG CH SPIRE               009 04 54.0
 PR0893:UTM  14      -  LAKE PRESTON CONG CH SPIRE               009 59 25.7
 PR0893
 PR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2562391678(NAD 83)
 PR0893
 PR0893|---------------------------------------------------------------------|
 PR0893| PID    Reference Object                     Distance      Geod. Az  |
 PR0893|                                                           dddmmss.s |
 PR0893| PR0897 LAKE PRESTON CONG CH SPIRE          APPROX.22.1 KM 0110507.6 |
 PR0893| PR0896 LAKE PRESTON SCHOOLHOUSE CUP        APPROX.22.0 KM 0113538.0 |
 PR0893| PR0887 CHURCH HIGH SPIRE SE OF HANSEN      APPROX. 7.7 KM 0362213.0 |
 PR0893| PR0885 OLDHAM SMALL SHARP SPIRE            APPROX.11.6 KM 0541127.1 |
 PR0893| PR0884 OLDHAM SCHOOLHOUSE GOLDEN DOME      APPROX.11.6 KM 0550532.1 |
 PR0893| PR0883 OLDHAM HIGH SPIRE SQUARE BASE       APPROX.11.5 KM 0552224.7 |
 PR0893| PR0879 RAMONA ST WILLIAMS CATH CHURCH      APPROX.17.7 KM 1075001.8 |
 PR0893| OQ0877 WINFRED CHURCH SPIRE                APPROX.19.6 KM 1643651.5 |
 PR0893| OQ0876 WINFRED ELEVATOR                    APPROX.19.8 KM 1644705.4 |
 PR0893| PR0910 HOWARD CONG CH SPIRE                APPROX.18.9 KM 2045649.5 |
 PR0893| PR0911 HOWARD COURTHOUSE DOME              APPROX.18.7 KM 2045730.3 |
 PR0893| PR0891 FREEDOM CHURCH SPIRE                APPROX. 6.9 KM 2074224.3 |
 PR0893| PR0915 FEDORA HIGHEST LARGEST ELEV         APPROX.34.2 KM 2385827.4 |
 PR0893| PR0892 BERTON BAPTIST CHURCH SPIRE         APPROX. 4.5 KM 2493723.0 |
 PR0893| CO6414 MINER RM                                           27228     |
 PR0893| PR0902 DESMET HIGH SPIRE DARK SLENDER      APPROX.26.4 KM 3370713.0 |
 PR0893| PR0901 DESMET DOME CYLINDRICAL SHAFT       APPROX.26.1 KM 3385437.5 |
 PR0893|---------------------------------------------------------------------|
 PR0893
 PR0893                          SUPERSEDED SURVEY CONTROL
 PR0893
 PR0893  NAD 83(1986)-  44 10 03.02472(N)    097 25 43.26515(W) AD(       ) 1
 PR0893  NAD 27      -  44 10 03.12600(N)    097 25 42.01400(W) AD(       ) 1
 PR0893  USSD        -  44 10 03.29600(N)    097 25 42.43900(W) AD(       ) 3
 PR0893  NGVD 29 (07/19/86)  548.9    (m)         1801.     (f) VERT ANG       
 PR0893
 PR0893.Superseded values are not recommended for survey control.
 PR0893
 PR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0893.See file dsdata.pdf to determine how the superseded data were derived.
 PR0893
 PR0893_MARKER: N = NAIL
 PR0893_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PR0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0893
 PR0893  HISTORY     - Date     Condition        Report By
 PR0893  HISTORY     - 1903     MONUMENTED       CGS
 PR0893  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0893
 PR0893                          STATION DESCRIPTION
 PR0893
 PR0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0893'IN THE NORTHEAST CORNER OF MINER COUNTY, IN THE NORTHWEST
 PR0893'CORNER OF THE NORTHWEST QUARTER OF SEC. 15, T. 108 N., R. 55 W.
 PR0893'IT IS 2 MILES SOUTH OF THE MINER-KINGSBURY COUNTY LINE, AND
 PR0893'3 MILES WEST OF THE MINER-LAKE COUNTY LINE.  IT IS 4 MILES SOUTH
 PR0893'AND 6 MILES WEST OF OLDHAM, ON LAND OWNED BY A MAN WHO LIVES IN
 PR0893'IOWA, AND RENTED TO ERNEST RUHLMAN.  STATION MARKED BY A STANDARD
 PR0893'AZIMUTH MARK DISK.  THE REFERENCE PIPE WAS AT A CORNER OF A FIELD IN
 PR0893'THE NORTHWEST CORNER OF THE SECTION, AND DISTANT 167.040 METERS
 PR0893'FROM THE STATION N 87 DEG 32 MIN W.  THE
 PR0893'NORTHWEST CORNER OF THE SECTION, MARKED BY A DISTINCT MOUND OF
 PR0893'EARTH, IS 177 METERS FROM THE STATION N 84 DEG 53 MIN W.
 PR0893'IT IS 7.91 METERS LOWER IN ELEVATION THAN THE
 PR0893'STATION.  OTHER DISTANCES AND BEARINGS FROM THE STATION ARE
 PR0893'AS FOLLOWS--MR.  CARMEESONS BARN, NORTH END OF RIDGE, 1,900
 PR0893'METERS, S 26 DEG 07 MIN E.  E. RUHLMANS HOUSE, CHIMNEY, 280
 PR0893'METERS, N 36 DEG 18 MIN W.  MC BEEKERS HOUSE,
 PR0893'CHIMNEY, 800 METERS, N 04 DEG 01 MIN E.
 PR0893
 PR0893                          STATION RECOVERY (1935)
 PR0893
 PR0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0893'SURFACE MARK HAD BEEN DUG UP AND ROLLED TO EDGE OF FIELD.  IT
 PR0893'WAS FOUND LYING IN ROAD DITCH.  REFERENCE MARK HAD ALSO BEEN DUG
 PR0893'UP AND WAS FOUND LYING IN FENCE LINE JUST SOUTH OF FENCE
 PR0893'CORNER AT NORTHWEST CORNER OF SECTION.  MAN WHO DID THIS
 PR0893'(A MR. CONKLIN) IS NOW DEAD AND NO OTHER RESIDENTS OF THE
 PR0893'DISTRICT WERE MORE THAN VAGUELY FAMILIAR WITH THE LOCATION OF
 PR0893'THE STATION.
 PR0893'
 PR0893'MEASUREMENT WAS MADE FROM THE INTERSECTION OF ROADS AT NORTHWEST
 PR0893'CORNER OF SEC. 1, 579 FEET EAST AND 51.5 FEET SOUTH, CALCULATED
 PR0893'FROM AZIMUTH AND DISTANCE GIVEN FROM STATION TO SECTION
 PR0893'CORNER.  A LARGE HOLE WAS DUG AT THIS POINT, 4 FEET DEEP AND
 PR0893'SOUNDED WITH AN IRON ROD BUT THE UNDERGROUND MARK WAS NOT
 PR0893'RECOVERED.  THREE-FOURTHS DAY WAS SPENT IN THE SEARCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1094 ***********************************************************************
 PT1094  DESIGNATION -  MINN
 PT1094  PID         -  PT1094
 PT1094  STATE/COUNTY-  SD/STANLEY
 PT1094  COUNTRY     -  US
 PT1094  USGS QUAD   -  CROKETT MOUNTAINS (2017)
 PT1094
 PT1094                         *CURRENT SURVEY CONTROL
 PT1094  ______________________________________________________________________
 PT1094* NAD 83(1996) POSITION- 44 43 34.46891(N) 100 53 02.70846(W)   ADJUSTED
 PT1094* NAVD 88 ORTHO HEIGHT -   615.19  (+/-2cm)     2018.3   (feet) VERTCON3
 PT1094  ______________________________________________________________________
 PT1094  GEOID HEIGHT    -        -21.979 (meters)                     GEOID18
 PT1094  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 PT1094  HORZ ORDER      -  SECOND
 PT1094  VERT ORDER      -  THIRD ? (See Below)
 PT1094
 PT1094.The horizontal coordinates were established by classical geodetic methods
 PT1094.and adjusted by the National Geodetic Survey in January 1998.
 PT1094
 PT1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1094
 PT1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1094.GEOID18 height accuracy estimate available here.
 PT1094
 PT1094.The vertical order pertains to the NGVD 29 superseded value.
 PT1094
 PT1094.Click photographs - Photos may exist for this station.
 PT1094
 PT1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1094
 PT1094. The following values were computed from the NAD 83(1996) position.
 PT1094
 PT1094;                    North         East     Units Scale Factor Converg.
 PT1094;SPC SD S     -   265,998.899   556,364.836   MT  1.00009433   -0 22 47.8
 PT1094;SPC SD S     -   872,698.05  1,825,340.30   sFT  1.00009433   -0 22 47.8
 PT1094;UTM  14      - 4,954,266.640   350,799.515   MT  0.99987375   -1 19 34.0
 PT1094
 PT1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1094!SPC SD S     -   0.99990700  x   1.00009433  =   1.00000132
 PT1094!UTM  14      -   0.99990700  x   0.99987375  =   0.99978076
 PT1094
 PT1094:                Primary Azimuth Mark                     Grid Az
 PT1094:SPC SD S     -  MINN AZ MK                               094 47 48.3
 PT1094:UTM  14      -  MINN AZ MK                               095 44 34.5
 PT1094
 PT1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5079954266(NAD 83)
 PT1094
 PT1094|---------------------------------------------------------------------|
 PT1094| PID    Reference Object                     Distance      Geod. Az  |
 PT1094|                                                           dddmmss.s |
 PT1094| CO6417 MINN RM 2                            16.334 METERS 00205     |
 PT1094| CO6415 MINN AZ MK                                         0942500.5 |
 PT1094| PT1089 WEST ORTON SCHOOL CHIMNEY           APPROX. 2.3 KM 1362335.5 |
 PT1094| CO6416 MINN RM 1                            14.070 METERS 18154     |
 PT1094|---------------------------------------------------------------------|
 PT1094
 PT1094                          SUPERSEDED SURVEY CONTROL
 PT1094
 PT1094  NAD 83(1986)-  44 43 34.46256(N)    100 53 02.70992(W) AD(       ) 2
 PT1094  NAD 27      -  44 43 34.52200(N)    100 53 01.17600(W) AD(       ) 2
 PT1094  NGVD 29             614.78   (m)         2017.0    (f) LEVELING    3  
 PT1094
 PT1094.Superseded values are not recommended for survey control.
 PT1094
 PT1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1094.See file dsdata.pdf to determine how the superseded data were derived.
 PT1094
 PT1094_MARKER: DB = BENCH MARK DISK
 PT1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1094_STAMPING: MINN 1946
 PT1094_MARK LOGO: USGS
 PT1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1094+STABILITY: SURFACE MOTION
 PT1094
 PT1094  HISTORY     - Date     Condition        Report By
 PT1094  HISTORY     - 1946     MONUMENTED       USGS
 PT1094
 PT1094                          STATION DESCRIPTION
 PT1094
 PT1094'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 PT1094'THE STATION IS ABOUT 24-1/2 MILES NORTH-NORTHEAST OF HAYES,
 PT1094'3 MILES SOUTH OF THE CHEYENNE RIVER, IN SECTION 19, T 9 N,
 PT1094'R 27 E. ON LAND OWNED BY O.W. WEBB, 54 FEET NORTH OF A FENCE
 PT1094'CORNER, 3 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS POST, AND
 PT1094'2 FEET EAST OF A WIRE FENCE.
 PT1094'
 PT1094'TO REACH THE STATION FROM THE POST OFFICE IN HAYES, GO WEST
 PT1094'ON U.S. HIGHWAY 14 FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN
 PT1094'RIGHT AND GO NORTH ON GRADED DIRT ROAD FOR 11.2 MILES TO A
 PT1094'CROSS ROAD, TURN RIGHT AND GO EAST AND SOUTHEAST ON MAIN GRADED
 PT1094'ROAD FOR 7.0 MILES TO A TRACK ROAD RIGHT AND TRIANGULATION
 PT1094'STATION HOPEWELL ON LEFT, CONTINUE EAST ON MAIN ROAD FOR 12.7
 PT1094'MILES TO A T-INTERSECTION, TURN LEFT AND GO NORTH-NORTHWEST
 PT1094'FOR 5.4 MILES TO A SIDE ROAD RIGHT, CONTINUE NORTH-NORTHWEST
 PT1094'ON MAIN ROAD FOR 10.3 MILES TO A SCHOOLHOUSE ON RIGHT,
 PT1094'CONTINUE WEST AND NORTH ON MAIN ROAD FOR 4.2 MILES TO A CROSS
 PT1094'ROAD AT SCHOOLHOUSE, TURN LEFT AND GO WEST FOR 0.5 MILE
 PT1094'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 5.05
 PT1094'MILES TO A FENCE CORNER, TURN LEFT AND GO WEST ALONG
 PT1094'NORTH SIDE OF FENCE FOR 0.1 MILE TO AZIMUTH MARK ON
 PT1094'LEFT, CONTINUE WEST FOR 0.4 MILE TO A FENCE CORNER AND
 PT1094'STATION AS DESCRIBED.
 PT1094'
 PT1094'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN
 PT1094'THE TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS
 PT1094'4 INCHES, AND THE DISK IS STAMPED MINN 1946.
 PT1094'
 PT1094'REFERENCE MARK 1 IS 9 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 PT1094'EAST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES, AND THE
 PT1094'DISK IS STAMPED MINN USGS NO 1 1952.
 PT1094'
 PT1094'REFERENCE MARK 2 IS 4 FEET EAST OF A WIRE FENCE.  THE MARK
 PT1094'PROJECTS 5 INCHES, AND THE DISK IS STAMPED MINN USGS NO 2 1952.
 PT1094'
 PT1094'THE AZIMUTH MARK IS 22 FEET SOUTH OF CENTER OF TRACK ROAD,
 PT1094'4 FEET WEST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT NORTH
 PT1094'OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 PT1094'IS STAMPED MINN USGS 1952.
 PT1094'
 PT1094'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0699 ***********************************************************************
 OQ0699  DESIGNATION -  MINNEDOKA
 OQ0699  PID         -  OQ0699
 OQ0699  STATE/COUNTY-  SD/MINNEHAHA
 OQ0699  COUNTRY     -  US
 OQ0699  USGS QUAD   -  GARRETSON EAST (2017)
 OQ0699
 OQ0699                         *CURRENT SURVEY CONTROL
 OQ0699  ______________________________________________________________________
 OQ0699* NAD 83(1996) POSITION- 43 42 21.79721(N) 096 27 50.38813(W)   ADJUSTED
 OQ0699* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 OQ0699  ______________________________________________________________________
 OQ0699  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 OQ0699  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 OQ0699  HORZ ORDER      -  FIRST
 OQ0699
 OQ0699.The horizontal coordinates were established by classical geodetic methods
 OQ0699.and adjusted by the National Geodetic Survey in January 1998.
 OQ0699
 OQ0699.The orthometric height was scaled from a topographic map.
 OQ0699
 OQ0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0699.GEOID18 height accuracy estimate available here.
 OQ0699
 OQ0699.Click photographs - Photos may exist for this station.
 OQ0699
 OQ0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0699
 OQ0699. The following values were computed from the NAD 83(1996) position.
 OQ0699
 OQ0699;                    North         East     Units Scale Factor Converg.
 OQ0699;SPC SD S     -   159,760.291   911,731.365   MT  0.99990804   +2 40 09.4
 OQ0699;SPC SD S     -   524,146.89  2,991,238.65   sFT  0.99990804   +2 40 09.4
 OQ0699;UTM  14      - 4,842,351.332   704,326.042   MT  1.00011354   +1 45 10.4
 OQ0699
 OQ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0699!SPC SD S     -   0.99992646  x   0.99990804  =   0.99983451
 OQ0699!UTM  14      -   0.99992646  x   1.00011354  =   1.00003999
 OQ0699
 OQ0699:                Primary Azimuth Mark                     Grid Az
 OQ0699:SPC SD S     -  GARRETSON CONG CH SHORT STEEPL           283 04 57.3
 OQ0699:UTM  14      -  GARRETSON CONG CH SHORT STEEPL           283 59 56.3
 OQ0699
 OQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0432642351(NAD 83)
 OQ0699
 OQ0699|---------------------------------------------------------------------|
 OQ0699| PID    Reference Object                     Distance      Geod. Az  |
 OQ0699|                                                           dddmmss.s |
 OQ0699| OQ0698 JASPER MUNICIPAL TANK               APPROX.17.0 KM 0193536.7 |
 OQ0699| CO3282 MINNEDOKA RM 1                      APPROX. 0.9 KM 0811452.4 |
 OQ0699| OQ0684 WEST PALISADES LUTH CH SPIRE        APPROX. 5.2 KM 1673052.4 |
 OQ0699| CO3283 MINNEDOKA RM 2                      334.100 METERS 19821     |
 OQ0699| OQ0784 SIOUX FALLS ST JOSEPHS N SPIRE      APPROX.27.7 KM 2321107.5 |
 OQ0699| OQ0787 SIOUX FALLS MUN STANDPIPE           APPROX.27.8 KM 2324049.9 |
 OQ0699| OQ0770 GARRETSON CONG CH SHORT STEEPL      APPROX. 3.1 KM 2854506.7 |
 OQ0699|---------------------------------------------------------------------|
 OQ0699
 OQ0699                          SUPERSEDED SURVEY CONTROL
 OQ0699
 OQ0699  NAD 83(1995)-  43 42 21.80042(N)    096 27 50.37440(W) AD(       ) 1
 OQ0699  NAD 83(1986)-  43 42 21.79965(N)    096 27 50.36615(W) AD(       ) 1
 OQ0699  NAD 27      -  43 42 21.90200(N)    096 27 49.21600(W) AD(       ) 1
 OQ0699
 OQ0699.Superseded values are not recommended for survey control.
 OQ0699
 OQ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0699.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0699
 OQ0699_MARKER: DS = TRIANGULATION STATION DISK
 OQ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0699_STAMPING: MINNEDOKA 1927
 OQ0699_MARK LOGO: CGS
 OQ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0699+STABILITY: SURFACE MOTION
 OQ0699
 OQ0699  HISTORY     - Date     Condition        Report By
 OQ0699  HISTORY     - 1927     MONUMENTED       CGS
 OQ0699  HISTORY     - 1935     GOOD             CGS
 OQ0699
 OQ0699                          STATION DESCRIPTION
 OQ0699
 OQ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0699'SURFACE MARK IS STANDARD STATION DISK IN CONCRETE, STAMPED
 OQ0699'MINNEKODA, 1.3 FEET BELOW SURFACE.  IT IS IN SW 1/4 SEC. 22, T103N
 OQ0699'R47W (NOT SEC. 26, AS GIVEN IN DESCRIPTION), AT HIGHEST
 OQ0699'POINT OF MOST PROMINENT HILL OF VICINITY, IN CULTIVATED FIELD,
 OQ0699'ABOUT 100 YARDS S OF THE E AND W CENTER LINE OF SW 1/4 SECTION,
 OQ0699'AND 23 FEET N OF A POINT IN LINE WITH AN E AND W FENCE IN THE SE
 OQ0699'1/4 OF SECTION.  THE LAND IS STILL OWNED BY MARTA STEMMER AND
 OQ0699'OCCUPIED BY NED PHILLIPS.
 OQ0699'
 OQ0699'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE, STAMPED
 OQ0699'MINNEKODA NO. 1, FLUSH WITH SURFACE.  IT IS AT CREST OF SLIGHT
 OQ0699'ELEVATION, ABOUT 0.2 MILE N OF THE SE CORNER OF SECTION, 18.5
 OQ0699'FEET E OF CENTER LINE OF STATE-LINE ROAD, AND 92 FEET S OF A
 OQ0699'POINT IN LINE WITH A FENCE EXTENDING W FROM THE STATE-LINE ROAD.
 OQ0699'
 OQ0699'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE, 12
 OQ0699'INCHES BELOW SURFACE, STAMPED MINNEKODA NO. 2, 23 FEET N OF CENTER
 OQ0699'LINE OF E AND W SECTION-LINE ROAD, 13 FEET S OF N RIGHT-OF-WAY
 OQ0699'FENCE, AND IN LINE WITH WOVEN-WIRE FENCE EXTENDING N FROM THE
 OQ0699'SECTION-LINE ROAD.  (MR. PHILLIPS SAYS MARK WAS LOWERED BUT NOT
 OQ0699'CHANGED IN POSITION WHEN ROAD WAS GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0824 ***********************************************************************
 OQ0824  DESIGNATION -  MINNEHAHA
 OQ0824  PID         -  OQ0824
 OQ0824  STATE/COUNTY-  SD/MINNEHAHA
 OQ0824  COUNTRY     -  US
 OQ0824  USGS QUAD   -  RENNER (2017)
 OQ0824
 OQ0824                         *CURRENT SURVEY CONTROL
 OQ0824  ______________________________________________________________________
 OQ0824* NAD 83(1996) POSITION- 43 44 47.05208(N) 096 42 40.68589(W)   ADJUSTED
 OQ0824* NAVD 88 ORTHO HEIGHT -   468.04  (+/-2cm)     1535.6   (feet) VERTCON3
 OQ0824  ______________________________________________________________________
 OQ0824  GEOID HEIGHT    -        -26.172 (meters)                     GEOID18
 OQ0824  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 OQ0824  HORZ ORDER      -  THIRD
 OQ0824  VERT ORDER      -  THIRD ? (See Below)
 OQ0824
 OQ0824.The horizontal coordinates were established by classical geodetic methods
 OQ0824.and adjusted by the National Geodetic Survey in January 1998.
 OQ0824
 OQ0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0824
 OQ0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0824.GEOID18 height accuracy estimate available here.
 OQ0824
 OQ0824.The vertical order pertains to the NGVD 29 superseded value.
 OQ0824
 OQ0824.Click photographs - Photos may exist for this station.
 OQ0824
 OQ0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0824
 OQ0824. The following values were computed from the NAD 83(1996) position.
 OQ0824
 OQ0824;                    North         East     Units Scale Factor Converg.
 OQ0824;SPC SD S     -   163,340.056   891,624.994   MT  0.99990936   +2 29 55.2
 OQ0824;SPC SD S     -   535,891.50  2,925,273.00   sFT  0.99990936   +2 29 55.2
 OQ0824;UTM  14      - 4,846,252.683   684,276.339   MT  1.00001769   +1 34 58.8
 OQ0824
 OQ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0824!SPC SD S     -   0.99993072  x   0.99990936  =   0.99984008
 OQ0824!UTM  14      -   0.99993072  x   1.00001769  =   0.99994840
 OQ0824
 OQ0824:                Primary Azimuth Mark                     Grid Az
 OQ0824:SPC SD S     -  MINNEHAHA AZ MK 2                        358 03 24.3
 OQ0824:UTM  14      -  MINNEHAHA AZ MK 2                        358 58 20.7
 OQ0824
 OQ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8427646252(NAD 83)
 OQ0824
 OQ0824|---------------------------------------------------------------------|
 OQ0824| PID    Reference Object                     Distance      Geod. Az  |
 OQ0824|                                                           dddmmss.s |
 OQ0824| CO3285 MINNEHAHA AZ MK 2                                  0003319.5 |
 OQ0824| CO3284 MINNEHAHA AZ MK                                    0004338.9 |
 OQ0824| CO3286 MINNEHAHA RM 1                       24.825 METERS 10704     |
 OQ0824| OQ0843 WILLOW CREEK LUTH CH SPIRE          APPROX. 9.4 KM 3011627.4 |
 OQ0824| OQ0765 BALTIC MUNICIPAL TANK               APPROX. 2.5 KM 3043236.2 |
 OQ0824| CO3287 MINNEHAHA RM 2                       16.738 METERS 32435     |
 OQ0824|---------------------------------------------------------------------|
 OQ0824
 OQ0824                          SUPERSEDED SURVEY CONTROL
 OQ0824
 OQ0824  NAD 83(1995)-  43 44 47.05584(N)    096 42 40.66654(W) AD(       ) 3
 OQ0824  NAD 83(1986)-  43 44 47.05592(N)    096 42 40.66461(W) AD(       ) 3
 OQ0824  NAD 27      -  43 44 47.14900(N)    096 42 39.48500(W) AD(       ) 3
 OQ0824  NGVD 29             467.76   (m)         1534.6    (f) LEVELING    3  
 OQ0824
 OQ0824.Superseded values are not recommended for survey control.
 OQ0824
 OQ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0824.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0824
 OQ0824_MARKER: DS = TRIANGULATION STATION DISK
 OQ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0824_STAMPING: MINNEHAHA 1949
 OQ0824_MARK LOGO: CGS
 OQ0824_PROJECTION: FLUSH
 OQ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0824+STABILITY: SURFACE MOTION
 OQ0824
 OQ0824  HISTORY     - Date     Condition        Report By
 OQ0824  HISTORY     - 1949     MONUMENTED       CGS
 OQ0824  HISTORY     - 1975     GOOD             NGS
 OQ0824
 OQ0824                          STATION DESCRIPTION
 OQ0824
 OQ0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0824'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF DELL RAPIDS AND
 OQ0824'1-3/4 MILES SOUTHEAST OF BALTIC ON THE RIGHT OF WAY OF U.S.
 OQ0824'HIGHWAY 77.  STATION IS 31 FEET WEST OF THE CENTERLINE OF
 OQ0824'HIGHWAY, 25 FEET NORTH OF POWER POLE WITH TRIANGLE BLAZE, 5
 OQ0824'FEET EAST OF FENCE, AND 4 FEET EAST SOUTHEAST OF WITNESS POST.
 OQ0824'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 OQ0824'MINNEHAHA 1949.
 OQ0824'
 OQ0824'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE CENTERLINE OF HIGHWAY
 OQ0824'AND 36 FEET SOUTH SOUTHEAST OF TELEPHONE POLE.  THE MARK PROJECTS
 OQ0824'ABOUT 3 INCHES AND THE DISK IS STAMPED MINNEHAHA NO 1 1949.
 OQ0824'
 OQ0824'REFERENCE MARK NO. 2 IS 63 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 OQ0824'63 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND
 OQ0824'2 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 OQ0824'ABOUT 4 INCHES AND THE DISK IS STAMPED MINNEHAHA NO 2 1949.
 OQ0824'
 OQ0824'AZIMUTH MARK IS 41 FEET SOUTH OF A TELEPHONE POLE, 33 FEET EAST
 OQ0824'OF CENTERLINE OF HIGHWAY AND IN FENCELINE.  THE MARK PROJECTS
 OQ0824'ABOUT 4 INCHES AND THE DISK IS STAMPED MINNEHAHA 1949.
 OQ0824'
 OQ0824'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND THE MAIN
 OQ0824'STREET IN EAST EDGE OF DELL RAPIDS GO SOUTH ON U.S. HIGHWAY 77 FOR
 OQ0824'4.8 MILES TO AZIMUTH MARK ON LEFT OR EAST SIDE OF HIGHWAY AS
 OQ0824'DESCRIBED.  CONTINUE SOUTH FOR 0.6 MILE TO CROSSROADS AND STATION
 OQ0824'IN SOUTHWEST ANGLE OF INTERSECTION AS DESCRIBED.
 OQ0824'
 OQ0824'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OQ0824
 OQ0824                          STATION RECOVERY (1975)
 OQ0824
 OQ0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0824'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 OQ0824'IN GOOD CONDITION, DIFFERENCES OF .04 AND .03 FEET WERE FOUND
 OQ0824'IN THE DISTANCES, BUT THE DIRECTIONS CHECKED GOOD.  THE AZIMUTH
 OQ0824'MARK APPEARED TO BE IN GOOD CONDITION, BUT THE HORIZONTAL
 OQ0824'DIRECTION DID NOT CHECK BY 12.4 SECONDS, THE MARK WAS CLOSE TO THE
 OQ0824'TOP EDGE OF A STEEP DITCH BACKSLOPE.  A NEW AZIMUTH MARK WAS SET
 OQ0824'AND THE DISK WAS REMOVED FROM THE 1949 AZIMUTH MARK AT THIS
 OQ0824'TIME.
 OQ0824'
 OQ0824'A NEW DESCRIPTION FOLLOWS--
 OQ0824'
 OQ0824'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF DELL RAPIDS AND
 OQ0824'1-3/4 MILES SOUTHEAST OF BALTIC ON THE RIGHT-OF-WAY OF U.S.
 OQ0824'HIGHWAY 77 AT A CROSSROAD INTERSECTION.
 OQ0824'
 OQ0824'TO REACH THE STATION FROM BALTIC, GO EAST ON COUNTY ROAD 114 FOR 1
 OQ0824'MILE TO THE INTERSECTION WITH OLD U.S. HIGHWAY 77, TURN RIGHT AND
 OQ0824'GO SOUTH ON HIGHWAY 77 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 OQ0824'LEFT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.65 MILE TO A CROSSROAD
 OQ0824'INTERSECTION AND THE STATION MARK IN THE SOUTHWEST CORNER AS
 OQ0824'DESCRIBED.
 OQ0824'
 OQ0824'THE STATION MARK IS A STANDARD DISK STAMPED MINNEHAHA 1949, SET
 OQ0824'IN THE TOP OF A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND
 OQ0824'SURFACE.  IT IS 109 FEET SOUTH OF THE CENTER OF THE GRAVELED
 OQ0824'CROSSROAD, 31 FEET WEST OF THE CENTER OF HIGHWAY 77, 25 FEET
 OQ0824'NORTH OF A POWER POLE WITH TRIANGLE BLAZE, 8.5 FEET
 OQ0824'NORTH-NORTHEAST OF A UNDERGROUND TELEPHONE CABLE INSPECTION BOX,
 OQ0824'AND 5.0 FEET EAST OF A FENCE AND METAL WITNESS POST.
 OQ0824'
 OQ0824'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MINNEHAHA NO 1
 OQ0824'1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 OQ0824'TOP OF THE GROUND.  IT IS 133 FEET SOUTH OF THE CENTER OF THE
 OQ0824'GRAVELED CROSSROAD, AND 47 FEET EAST OF THE CENTER OF HIGHWAY 77.
 OQ0824'
 OQ0824'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MINNEHAHA NO 2
 OQ0824'1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OQ0824'3-INCHES.  IT IS IN THE EDGE OF A CULTIVATED FIELD, 63 FEET WEST OF
 OQ0824'THE CENTER OF HIGHWAY 77, 62 FEET SOUTH OF THE GRAVELED
 OQ0824'CROSSROAD, 2.5 FEET SOUTHWEST OF A CURVE IN THE FENCE, AND 2.7
 OQ0824'FEET WEST OF A METAL WITNESS POST.
 OQ0824'
 OQ0824'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 OQ0824'MINNEHAHA 1949 AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE
 OQ0824'MONUMENT WHICH PROJECTS 4-INCHES.  IT IS ON THE HIGHEST PART OF A
 OQ0824'RIDGE, 67 FEET EAST-NORTHEAST OF A POWER POLE WHICH IS ON THE
 OQ0824'WEST SIDE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER OF THE
 OQ0824'HIGHWAY, 1 FOOT WEST OF A FENCE, AND 2.0 FEET SOUTH OF A METAL
 OQ0824'WITNESS POST.
 OQ0824'
 OQ0824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MILES
 OQ0824'SE OF BALTIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0363 ***********************************************************************
 QQ0363  DESIGNATION -  MINNESOTA TWP GERMAN LUTH CH
 QQ0363  PID         -  QQ0363
 QQ0363  STATE/COUNTY-  SD/ROBERTS
 QQ0363  COUNTRY     -  US
 QQ0363  USGS QUAD   -  CLAIRE CITY NE (2018)
 QQ0363
 QQ0363                         *CURRENT SURVEY CONTROL
 QQ0363  ______________________________________________________________________
 QQ0363* NAD 83(1996) POSITION- 45 55 15.58833(N) 097 01 09.41199(W)   ADJUSTED
 QQ0363  ______________________________________________________________________
 QQ0363  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 QQ0363  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 QQ0363  HORZ ORDER      -  THIRD
 QQ0363
 QQ0363.The horizontal coordinates were established by classical geodetic methods
 QQ0363.and adjusted by the National Geodetic Survey in January 1998.
 QQ0363
 QQ0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0363.GEOID18 height accuracy estimate available here.
 QQ0363
 QQ0363.Click photographs - Photos may exist for this station.
 QQ0363
 QQ0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0363
 QQ0363. The following values were computed from the NAD 83(1996) position.
 QQ0363
 QQ0363;                    North         East     Units Scale Factor Converg.
 QQ0363;SPC SD N     -   236,256.903   831,185.090   MT  1.00005456   +2 06 34.4
 QQ0363;SPC SD N     -   775,119.52  2,726,979.75   sFT  1.00005456   +2 06 34.4
 QQ0363;UTM  14      - 5,087,177.277   653,588.842   MT  0.99989001   +1 25 23.5
 QQ0363
 QQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5358887177(NAD 83)
 QQ0363
 QQ0363                          SUPERSEDED SURVEY CONTROL
 QQ0363
 QQ0363  NAD 83(1986)-  45 55 15.58638(N)    097 01 09.40276(W) AD(       ) 3
 QQ0363  NAD 27      -  45 55 15.74000(N)    097 01 08.10000(W) AD(       ) 3
 QQ0363
 QQ0363.Superseded values are not recommended for survey control.
 QQ0363
 QQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0363.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0363
 QQ0363_MARKER: 90 = CHURCH SPIRE
 QQ0363
 QQ0363  HISTORY     - Date     Condition        Report By
 QQ0363  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0363
 QQ0363                          STATION DESCRIPTION
 QQ0363
 QQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0363'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF GERMAN LUTHERAN
 QQ0363'CHURCH, ERECTED IN 1930.  IT IS 40 FEET HIGH.  IS IN MINNESOTA
 QQ0363'TOWNSHIP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0362 ***********************************************************************
 QQ0362  DESIGNATION -  MINNESOTA TWP NORWEGIAN FR CH
 QQ0362  PID         -  QQ0362
 QQ0362  STATE/COUNTY-  SD/ROBERTS
 QQ0362  COUNTRY     -  US
 QQ0362  USGS QUAD   -  CLAIRE CITY NE (2018)
 QQ0362
 QQ0362                         *CURRENT SURVEY CONTROL
 QQ0362  ______________________________________________________________________
 QQ0362* NAD 83(1996) POSITION- 45 53 43.74858(N) 097 01 15.00444(W)   ADJUSTED
 QQ0362  ______________________________________________________________________
 QQ0362  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 QQ0362  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 QQ0362  HORZ ORDER      -  THIRD
 QQ0362
 QQ0362.The horizontal coordinates were established by classical geodetic methods
 QQ0362.and adjusted by the National Geodetic Survey in January 1998.
 QQ0362
 QQ0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0362.GEOID18 height accuracy estimate available here.
 QQ0362
 QQ0362.Click photographs - Photos may exist for this station.
 QQ0362
 QQ0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0362
 QQ0362. The following values were computed from the NAD 83(1996) position.
 QQ0362
 QQ0362;                    North         East     Units Scale Factor Converg.
 QQ0362;SPC SD N     -   233,418.703   831,168.987   MT  1.00004787   +2 06 30.5
 QQ0362;SPC SD N     -   765,807.86  2,726,926.92   sFT  1.00004787   +2 06 30.5
 QQ0362;UTM  14      - 5,084,339.931   653,538.733   MT  0.99988982   +1 25 17.3
 QQ0362
 QQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5353884339(NAD 83)
 QQ0362
 QQ0362                          SUPERSEDED SURVEY CONTROL
 QQ0362
 QQ0362  NAD 83(1986)-  45 53 43.74682(N)    097 01 14.99513(W) AD(       ) 3
 QQ0362  NAD 27      -  45 53 43.89600(N)    097 01 13.68700(W) AD(       ) 3
 QQ0362
 QQ0362.Superseded values are not recommended for survey control.
 QQ0362
 QQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0362.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0362
 QQ0362_MARKER: 90 = CHURCH SPIRE
 QQ0362
 QQ0362  HISTORY     - Date     Condition        Report By
 QQ0362  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0362
 QQ0362                          STATION DESCRIPTION
 QQ0362
 QQ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0362'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF NORWEGIAN FREE CHURCH.
 QQ0362'ERECTED 1910 AND IS ABOUT 45 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0364 ***********************************************************************
 QQ0364  DESIGNATION -  MINNESOTA TWP ZION LUTH CH
 QQ0364  PID         -  QQ0364
 QQ0364  STATE/COUNTY-  SD/ROBERTS
 QQ0364  COUNTRY     -  US
 QQ0364  USGS QUAD   -  CLAIRE CITY NE (2018)
 QQ0364
 QQ0364                         *CURRENT SURVEY CONTROL
 QQ0364  ______________________________________________________________________
 QQ0364* NAD 83(1996) POSITION- 45 55 14.48844(N) 097 03 41.97244(W)   ADJUSTED
 QQ0364  ______________________________________________________________________
 QQ0364  GEOID HEIGHT    -        -25.907 (meters)                     GEOID18
 QQ0364  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 QQ0364  HORZ ORDER      -  THIRD
 QQ0364
 QQ0364.The horizontal coordinates were established by classical geodetic methods
 QQ0364.and adjusted by the National Geodetic Survey in January 1998.
 QQ0364
 QQ0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0364.GEOID18 height accuracy estimate available here.
 QQ0364
 QQ0364.Click photographs - Photos may exist for this station.
 QQ0364
 QQ0364.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0364
 QQ0364. The following values were computed from the NAD 83(1996) position.
 QQ0364
 QQ0364;                    North         East     Units Scale Factor Converg.
 QQ0364;SPC SD N     -   236,102.807   827,900.938   MT  1.00005448   +2 04 46.5
 QQ0364;SPC SD N     -   774,613.96  2,716,204.99   sFT  1.00005448   +2 04 46.5
 QQ0364;UTM  14      - 5,087,062.567   650,303.641   MT  0.99987773   +1 23 33.8
 QQ0364
 QQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5030387062(NAD 83)
 QQ0364
 QQ0364                          SUPERSEDED SURVEY CONTROL
 QQ0364
 QQ0364  NAD 83(1986)-  45 55 14.48663(N)    097 03 41.96286(W) AD(       ) 3
 QQ0364  NAD 27      -  45 55 14.63400(N)    097 03 40.64900(W) AD(       ) 3
 QQ0364
 QQ0364.Superseded values are not recommended for survey control.
 QQ0364
 QQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0364.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0364
 QQ0364_MARKER: 90 = CHURCH SPIRE
 QQ0364
 QQ0364  HISTORY     - Date     Condition        Report By
 QQ0364  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0364
 QQ0364                          STATION DESCRIPTION
 QQ0364
 QQ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0364'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE ZION LUTHERAN
 QQ0364'CHURCH, LOCATED IN SEC. 2, MINNESOTA TOWNSHIP.  ERECTED IN 1902
 QQ0364'AND IS ABOUT 45 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0847 ***********************************************************************
 QS0847  DESIGNATION -  MISCOL
 QS0847  PID         -  QS0847
 QS0847  STATE/COUNTY-  SD/CORSON
 QS0847  COUNTRY     -  US
 QS0847  USGS QUAD   -  MISCOL (2017)
 QS0847
 QS0847                         *CURRENT SURVEY CONTROL
 QS0847  ______________________________________________________________________
 QS0847* NAD 83(1996) POSITION- 45 41 16.13027(N) 101 08 28.30506(W)   ADJUSTED
 QS0847* NAVD 88 ORTHO HEIGHT -   636.    (meters)     2087.    (feet) SCALED
 QS0847  ______________________________________________________________________
 QS0847  GEOID HEIGHT    -        -20.894 (meters)                     GEOID18
 QS0847  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 QS0847  HORZ ORDER      -  THIRD
 QS0847
 QS0847.The horizontal coordinates were established by classical geodetic methods
 QS0847.and adjusted by the National Geodetic Survey in January 1998.
 QS0847
 QS0847.The orthometric height was scaled from a topographic map.
 QS0847
 QS0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0847.GEOID18 height accuracy estimate available here.
 QS0847
 QS0847.Click photographs - Photos may exist for this station.
 QS0847
 QS0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0847
 QS0847. The following values were computed from the NAD 83(1996) position.
 QS0847
 QS0847;                    North         East     Units Scale Factor Converg.
 QS0847;SPC SD N     -   206,708.618   511,106.231   MT  1.00000087   -0 48 27.6
 QS0847;SPC SD N     -   678,176.52  1,676,854.36   sFT  1.00000087   -0 48 27.6
 QS0847;UTM  14      - 5,061,592.133   333,273.169   MT  0.99994176   -1 31 56.9
 QS0847
 QS0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0847!SPC SD N     -   0.99990351  x   1.00000087  =   0.99990438
 QS0847!UTM  14      -   0.99990351  x   0.99994176  =   0.99984527
 QS0847
 QS0847:                Primary Azimuth Mark                     Grid Az
 QS0847:SPC SD N     -  MISCOL AZ MK                             180 37 51.2
 QS0847:UTM  14      -  MISCOL AZ MK                             181 21 20.5
 QS0847
 QS0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3327361592(NAD 83)
 QS0847
 QS0847|---------------------------------------------------------------------|
 QS0847| PID    Reference Object                     Distance      Geod. Az  |
 QS0847|                                                           dddmmss.s |
 QS0847| CS9202 MISCOL RM 2                           9.932 METERS 00035     |
 QS0847| CS9201 MISCOL RM 1                          10.397 METERS 10736     |
 QS0847| CS9200 MISCOL AZ MK                                       1794923.6 |
 QS0847|---------------------------------------------------------------------|
 QS0847
 QS0847                          SUPERSEDED SURVEY CONTROL
 QS0847
 QS0847  NAD 83(1986)-  45 41 16.12187(N)    101 08 28.30129(W) AD(       ) 3
 QS0847  NAD 27      -  45 41 16.13000(N)    101 08 26.80600(W) AD(       ) 3
 QS0847
 QS0847.Superseded values are not recommended for survey control.
 QS0847
 QS0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0847.See file dsdata.pdf to determine how the superseded data were derived.
 QS0847
 QS0847_MARKER: DS = TRIANGULATION STATION DISK
 QS0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0847_STAMPING: MISCOL 1952
 QS0847_MARK LOGO: CGS
 QS0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0847+STABILITY: SURFACE MOTION
 QS0847
 QS0847  HISTORY     - Date     Condition        Report By
 QS0847  HISTORY     - 1952     MONUMENTED       CGS
 QS0847
 QS0847                          STATION DESCRIPTION
 QS0847
 QS0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0847'THE STATION IS LOCATED ABOUT 18 MILES NORTH-NORTHWEST OF
 QS0847'TIMBER LAKE, IN THE NORTHWEST 1/4 OF SECTION 23, T 20 N, R
 QS0847'24 E, ABOUT 3 MILES SOUTH OF THE GRAND RIVER, ON THE ROAD
 QS0847'RIGHT-OF-WAY, 32 FEET EAST OF THE CENTER OF A GRADED DIRT ROAD,
 QS0847'13 FEET WEST-SOUTHWEST OF A POWER LINE POLE, AND 5.5 FEET
 QS0847'NORTH-NORTHEAST OF A 4 IN X 4 IN WITNESS POST.
 QS0847'
 QS0847'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TIMBER LAKE,
 QS0847'GO NORTH FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY NO. 8.
 QS0847'THEN LEFT, WEST, ON NO. 8 FOR 3.45 MILE.  THEN RIGHT, NORTH,
 QS0847'ON A GRADED DIRT ROAD FOR 10.85 MILES TO A SMALL RANCH HOUSE
 QS0847'ON THE LEFT.  CONTINUE NORTH FOR 7.0 MILES TO A GRADED DIRT
 QS0847'SIDE ROAD ON THE LEFT.  CONTINUE NORTH FOR 0.6 MILE TO THE
 QS0847'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.3 MILE TO THE
 QS0847'STATION ON THE RIGHT.
 QS0847'
 QS0847'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0847'MISCOL 1952.
 QS0847'
 QS0847'REFERENCE MARK NO. 1 IS 66 FEET EAST OF THE CENTER OF THE ROAD,
 QS0847'AND 25 FEET EAST-SOUTHEAST OF THE POWER LINE POLE.  IT PROJECTS
 QS0847'2 INCHES, AND THE DISK IS STAMPED MISCOL NO 1 1952.
 QS0847'
 QS0847'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE CENTER OF THE ROAD,
 QS0847'AND 30 FEET NORTHWEST OF THE POWER LINE POLE.  IT PROJECTS
 QS0847'6 INCHES, AND THE DISK IS STAMPED MISCOL NO 2 1952.
 QS0847'
 QS0847'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF THE GRADED
 QS0847'DIRT ROAD, 11.5 FEET SOUTH OF A POWER LINE POLE, AND 3 FEET
 QS0847'NORTH OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 6 INCHES,
 QS0847'AND THE DISK IS STAMPED MISCOL 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0702 ***********************************************************************
 OS0702  DESIGNATION -  MISSION
 OS0702  PID         -  OS0702
 OS0702  STATE/COUNTY-  SD/TODD
 OS0702  COUNTRY     -  US
 OS0702  USGS QUAD   -  MISSION (2017)
 OS0702
 OS0702                         *CURRENT SURVEY CONTROL
 OS0702  ______________________________________________________________________
 OS0702* NAD 83(1996) POSITION- 43 20 12.78722(N) 100 38 16.07748(W)   ADJUSTED
 OS0702* NAVD 88 ORTHO HEIGHT -   845.5   (meters)     2774.    (feet) VERTCON3
 OS0702  ______________________________________________________________________
 OS0702  GEOID HEIGHT    -        -23.465 (meters)                     GEOID18
 OS0702  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC18
 OS0702  HORZ ORDER      -  FIRST
 OS0702
 OS0702.The horizontal coordinates were established by classical geodetic methods
 OS0702.and adjusted by the National Geodetic Survey in January 1998.
 OS0702
 OS0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0702
 OS0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0702.GEOID18 height accuracy estimate available here.
 OS0702
 OS0702.Click photographs - Photos may exist for this station.
 OS0702
 OS0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0702
 OS0702. The following values were computed from the NAD 83(1996) position.
 OS0702
 OS0702;                    North         East     Units Scale Factor Converg.
 OS0702;SPC SD S     -   111,530.724   575,311.673   MT  0.99991888   -0 12 36.1
 OS0702;SPC SD S     -   365,913.72  1,887,501.71   sFT  0.99991888   -0 12 36.1
 OS0702;UTM  14      - 4,799,528.876   367,236.230   MT  0.99981682   -1 07 27.0
 OS0702
 OS0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0702!SPC SD S     -   0.99987111  x   0.99991888  =   0.99979000
 OS0702!UTM  14      -   0.99987111  x   0.99981682  =   0.99968795
 OS0702
 OS0702:                Primary Azimuth Mark                     Grid Az
 OS0702:SPC SD S     -  MISSION RM 2 AZIMUTH                     216 26 19.7
 OS0702:UTM  14      -  MISSION RM 2 AZIMUTH                     217 21 10.6
 OS0702
 OS0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6723699528(NAD 83)
 OS0702
 OS0702|---------------------------------------------------------------------|
 OS0702| PID    Reference Object                     Distance      Geod. Az  |
 OS0702|                                                           dddmmss.s |
 OS0702| CO3294 MISSION RM 1                         32.900 METERS 07136     |
 OS0702| OS0700 MISSION INDIAN SCH WATER TANK       APPROX. 4.2 KM 1655621.6 |
 OS0702| OS0701 MISSION EPISCOPAL CH CROSS          APPROX. 4.0 KM 2052444.4 |
 OS0702| CO3295 MISSION RM 2 AZIMUTH                               2161343.6 |
 OS0702| CO3296 MISSION RM 3                         15.603 METERS 28437     |
 OS0702|---------------------------------------------------------------------|
 OS0702
 OS0702                          SUPERSEDED SURVEY CONTROL
 OS0702
 OS0702  NAD 83(1995)-  43 20 12.78551(N)    100 38 16.08038(W) AD(       ) 1
 OS0702  NAD 83(1986)-  43 20 12.78367(N)    100 38 16.08899(W) AD(       ) 1
 OS0702  NAD 27      -  43 20 12.77300(N)    100 38 14.58800(W) AD(       ) 1
 OS0702  NGVD 29 (07/19/86)  845.1    (m)         2773.     (f) VERT ANG       
 OS0702
 OS0702.Superseded values are not recommended for survey control.
 OS0702
 OS0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0702.See file dsdata.pdf to determine how the superseded data were derived.
 OS0702
 OS0702_MARKER: DS = TRIANGULATION STATION DISK
 OS0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0702_STAMPING: MISSION 1933
 OS0702_MARK LOGO: CGS
 OS0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0702+STABILITY: SURFACE MOTION
 OS0702
 OS0702  HISTORY     - Date     Condition        Report By
 OS0702  HISTORY     - 1933     MONUMENTED       CGS
 OS0702  HISTORY     - 1936     GOOD             CGS
 OS0702
 OS0702                          STATION DESCRIPTION
 OS0702
 OS0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0702'ABOUT 2 MILES NORTHEAST OF MISSION IN SOUTHEAST QUARTER SEC. 21,
 OS0702'T. 39 N., R. 28 W., ON HIGH RIDGE IN NATIVE GRASS HAY.  LAND IS
 OS0702'INDIAN ALLOTMENT.
 OS0702'
 OS0702'REACHED FROM MISSION BY FOLLOWING U.S. HIGHWAY 18, 0.3 MILE TO
 OS0702'EAST EDGE OF TOWN.  TURN NORTH ON GRADED ROAD 2.0 MILES TO
 OS0702'CROSSROADS.  TURN EAST ON UNGRADED ROAD 0.05 MILE AND KEEP LEFT
 OS0702'FORK NORTHEAST ACROSS PASTURE 0.4 MILE.  KEEP RIGHT HAND FORK
 OS0702'0.1 MILE TO NORTHWEST CORNER CORN FIELD, THENCE EAST ALONG
 OS0702'CORNFIELD AND BEARING LEFT, NORTHEAST, UP SLOPE 0.3 MILE TO
 OS0702'STATION.
 OS0702'
 OS0702'REFERENCE MARK NO. 1 IS EAST OF STATION.
 OS0702'
 OS0702'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION AND 12.47 METERS,
 OS0702'40.9 FEET SOUTHWEST OF QUARTER SEC. MARK NOS. 21-28, T. 39 N.,
 OS0702'R. 28 W., 6 P.M., IN EAST-AND-WEST FENCE.  REFERENCE MARK NO. 3
 OS0702'IS NORTHWEST OF STATION.
 OS0702'
 OS0702'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0702'DISKS SET IN CONCRETE AS DESCRIBED.
 OS0702'
 OS0702'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 OS0702
 OS0702                          STATION RECOVERY (1936)
 OS0702
 OS0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0702'STATION MARK, AND REFERENCE MARKS NOS. 1 AND 3,
 OS0702'WERE RECOVERED AND FOUND IN GOOD CONDITION, NO CHECK
 OS0702'WAS MADE TO REFERENCE MARK NO. 2.  THERE WAS SOME DISCREPANCY IN
 OS0702'THE DISTANCE AND ANGLE TO REFERENCE MARKS NOS. 1 AND 3 AS NOTED
 OS0702'BELOW IN THE LIST OF DIRECTIONS.
 OS0702'
 OS0702'STATION IS ABOUT 2 MILES NORTHEAST OF MISSION IN THE SOUTHEAST
 OS0702'QUARTER OF SEC. 21, T. 39 N., R. 28 W., ON INDIAN ALLOTMENT LAND.
 OS0702'
 OS0702'TO REACH FROM MISSION GO EAST ON U.S. HIGHWAY 18 FROM THE CENTER
 OS0702'OF TOWN FOR 0.3 MILE TURN NORTH ON DIRT ROAD GO 0.2 MILES TO
 OS0702'CROSSROADS, TURN EAST ON UNGRADED ROAD FOR 0.1 MILE, TO FORKS,
 OS0702'TAKE LEFT FORK AND GO 0.4 MILE TO FORK, TAKE RIGHT FORK AND GO 0.4
 OS0702'MILE TO TOP OF RIDGE AND STATION.
 OS0702'
 OS0702'ALL LINES VISIBLE FROM A 4-FOOT STAND.
 OS0702'
 OS0702'NO OBSERVATIONS WERE MADE TO REFERENCE MARK NO. 2 WHICH IS
 OS0702'SOUTHWEST OF STATION AND 49.2 FEET SOUTHWEST OF QUARTER SECTION
 OS0702'MARKS 21, 29, T. 39 N., R. 28 W. 6 P.M. IN EAST-AND-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1087 ***********************************************************************
 PT1087  DESIGNATION -  MISSION
 PT1087  PID         -  PT1087
 PT1087  STATE/COUNTY-  SD/STANLEY
 PT1087  COUNTRY     -  US
 PT1087  USGS QUAD   -  MISSION RIDGE (2017)
 PT1087
 PT1087                         *CURRENT SURVEY CONTROL
 PT1087  ______________________________________________________________________
 PT1087* NAD 83(1996) POSITION- 44 40 07.93244(N) 100 50 45.57528(W)   ADJUSTED
 PT1087* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 PT1087  ______________________________________________________________________
 PT1087  GEOID HEIGHT    -        -22.104 (meters)                     GEOID18
 PT1087  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 PT1087  HORZ ORDER      -  THIRD
 PT1087
 PT1087.The horizontal coordinates were established by classical geodetic methods
 PT1087.and adjusted by the National Geodetic Survey in January 1998.
 PT1087
 PT1087.The orthometric height was scaled from a topographic map.
 PT1087
 PT1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1087.GEOID18 height accuracy estimate available here.
 PT1087
 PT1087.Click photographs - Photos may exist for this station.
 PT1087
 PT1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1087
 PT1087. The following values were computed from the NAD 83(1996) position.
 PT1087
 PT1087;                    North         East     Units Scale Factor Converg.
 PT1087;SPC SD S     -   259,603.731   559,343.448   MT  1.00007536   -0 21 13.2
 PT1087;SPC SD S     -   851,716.57  1,835,112.63   sFT  1.00007536   -0 21 13.2
 PT1087;UTM  14      - 4,947,824.597   353,671.601   MT  0.99986331   -1 17 52.7
 PT1087
 PT1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1087!SPC SD S     -   0.99990541  x   1.00007536  =   0.99998077
 PT1087!UTM  14      -   0.99990541  x   0.99986331  =   0.99976874
 PT1087
 PT1087:                Primary Azimuth Mark                     Grid Az
 PT1087:SPC SD S     -  TT 3 JF                                  134 50 05.0
 PT1087:UTM  14      -  TT 3 JF                                  135 46 44.5
 PT1087
 PT1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5367147824(NAD 83)
 PT1087
 PT1087|---------------------------------------------------------------------|
 PT1087| PID    Reference Object                     Distance      Geod. Az  |
 PT1087|                                                           dddmmss.s |
 PT1087| CO6421 MISSION RM 1                         12.561 METERS 06526     |
 PT1087| CO6289 TT 3 JF                                            1342851.8 |
 PT1087| CO6422 MISSION RM 2                         12.778 METERS 32251     |
 PT1087|---------------------------------------------------------------------|
 PT1087
 PT1087                          SUPERSEDED SURVEY CONTROL
 PT1087
 PT1087  NAD 83(1986)-  44 40 07.92659(N)    100 50 45.57721(W) AD(       ) 3
 PT1087  NAD 27      -  44 40 07.98300(N)    100 50 44.04500(W) AD(       ) 3
 PT1087
 PT1087.Superseded values are not recommended for survey control.
 PT1087
 PT1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1087.See file dsdata.pdf to determine how the superseded data were derived.
 PT1087
 PT1087_MARKER: DS = TRIANGULATION STATION DISK
 PT1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1087_STAMPING: MISSION 1952
 PT1087_MARK LOGO: CGS
 PT1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1087+STABILITY: SURFACE MOTION
 PT1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1087+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 PT1087
 PT1087  HISTORY     - Date     Condition        Report By
 PT1087  HISTORY     - 1952     MONUMENTED       CGS
 PT1087  HISTORY     - 20050315 GOOD             BROSZ
 PT1087
 PT1087                          STATION DESCRIPTION
 PT1087
 PT1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1087'THE STATION IS IN SECTION 10, T 9 N, R 27 E, ON THE SUMMIT OF
 PT1087'A HIGH HILL TO THE WEST OF MISSION RIDGE AND TO THE SOUTH OF
 PT1087'ORTON FLATS.  IT IS 11 MILES WEST OF THE MISSOURI RIVER,
 PT1087'7-1/2 MILES SOUTH OF THE CHEYENNE RIVER, 38 FEET EAST OF THE
 PT1087'CENTER OF THE MAIN ROAD, 30 FEET NORTHWEST OF THE CENTER OF
 PT1087'A DRIVEWAY AND 8 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1087'
 PT1087'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE EAST
 PT1087'EDGE OF TOWN OF HAYES, GO WEST ON U.S. HIGHWAY 14 FOR 0.65
 PT1087'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (NORTH) AND
 PT1087'FOLLOW THE MAIN GRADED ROAD FOR 11.2 MILES TO A CROSS ROAD,
 PT1087'TURN RIGHT EAST AND SOUTHEAST FOR 7.5 MILES TO A POINT WHERE
 PT1087'THE MAIN ROAD BEARS TO THE LEFT, TURN LEFT AND GO EAST (ROAD
 PT1087'MAKES 1/2 MILE JOG TO THE NORTH) FOR 12.2 MILES TO A
 PT1087'T-INTERSECTION, TURN SHARP LEFT (NORTHWEST) AND FOLLOW THE
 PT1087'MAIN ROAD FOR 5.4 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE
 PT1087'NORTHWESTERLY, NORTH AND WEST ON THE MAIN ROAD FOR 10.3
 PT1087'MILES TO A SCHOOL HOUSE ON THE RIGHT AND THE AZIMUTH MARK AS
 PT1087'DESCRIBED, CONTINUE WEST AND NORTHWEST ON THE MAIN ROAD FOR 0.8
 PT1087'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 PT1087'
 PT1087'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1087'MISSION 1952.
 PT1087'
 PT1087'REFERENCE MARK 1 IS 8 FEET NORTHWEST OF THE CENTER OF THE
 PT1087'DRIVEWAY.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1087'MISSION NO 1 1952.
 PT1087'
 PT1087'REFERENCE MARK 2 IS 25 FEET EAST OF THE CENTER OF THE MAIN
 PT1087'ROAD.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 PT1087'MISSION NO 2 1952.
 PT1087'
 PT1087'USGS TT 3 WAS USED AS THE AZIMUTH MARK.  IT IS 50 FEET NORTH
 PT1087'OF THE CENTER OF THE MAIN ROAD, 43 FEET EAST OF THE SOUTHEAST
 PT1087'CORNER OF THE SCHOOL HOUSE, 2 FEET NORTH OF A WIRE FENCE AND
 PT1087'2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.  IT IS A
 PT1087'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 PT1087'TOP OF A 6 X 6 CONCRETE POST, THAT PROJECTS 10 INCHES AND
 PT1087'THE DISK IS STAMPED TT3 JF 1951.
 PT1087'
 PT1087'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1087
 PT1087                          STATION RECOVERY (2005)
 PT1087
 PT1087'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2005 (JRS)
 PT1087'RECOVERED AS DESCRIBED
 PT1087'BENCH MARK MISSION PT1087
 PT1087'NGS DATASHEET ELEVATION 2051 FEET
 PT1087'QUAD SHEET ELEVATION 2102 FEET
 PT1087'DIFFERENCE 51 FEET
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0701 ***********************************************************************
 OS0701  DESIGNATION -  MISSION EPISCOPAL CH CROSS
 OS0701  PID         -  OS0701
 OS0701  STATE/COUNTY-  SD/TODD
 OS0701  COUNTRY     -  US
 OS0701  USGS QUAD   -  MISSION (2017)
 OS0701
 OS0701                         *CURRENT SURVEY CONTROL
 OS0701  ______________________________________________________________________
 OS0701* NAD 83(1996) POSITION- 43 18 16.16247(N) 100 39 31.94202(W)   ADJUSTED
 OS0701  ______________________________________________________________________
 OS0701  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 OS0701  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 OS0701  HORZ ORDER      -  THIRD
 OS0701
 OS0701.The horizontal coordinates were established by classical geodetic methods
 OS0701.and adjusted by the National Geodetic Survey in January 1998.
 OS0701
 OS0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0701.GEOID18 height accuracy estimate available here.
 OS0701
 OS0701.Click photographs - Photos may exist for this station.
 OS0701
 OS0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0701
 OS0701. The following values were computed from the NAD 83(1996) position.
 OS0701
 OS0701;                    North         East     Units Scale Factor Converg.
 OS0701;SPC SD S     -   107,938.383   573,588.784   MT  0.99992180   -0 13 28.5
 OS0701;SPC SD S     -   354,127.84  1,881,849.20   sFT  0.99992180   -0 13 28.5
 OS0701;UTM  14      - 4,795,964.825   365,456.451   MT  0.99982268   -1 08 16.6
 OS0701
 OS0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6545695964(NAD 83)
 OS0701
 OS0701                          SUPERSEDED SURVEY CONTROL
 OS0701
 OS0701  NAD 83(1995)-  43 18 16.16118(N)    100 39 31.94422(W) AD(       ) 3
 OS0701  NAD 83(1986)-  43 18 16.16043(N)    100 39 31.95218(W) AD(       ) 3
 OS0701  NAD 27      -  43 18 16.15000(N)    100 39 30.45000(W) AD(       ) 3
 OS0701
 OS0701.Superseded values are not recommended for survey control.
 OS0701
 OS0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0701.See file dsdata.pdf to determine how the superseded data were derived.
 OS0701
 OS0701_MARKER: 91 = CHURCH CROSS
 OS0701
 OS0701  HISTORY     - Date     Condition        Report By
 OS0701  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0701
 OS0701                          STATION DESCRIPTION
 OS0701
 OS0701'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0700 ***********************************************************************
 OS0700  DESIGNATION -  MISSION INDIAN SCH WATER TANK
 OS0700  PID         -  OS0700
 OS0700  STATE/COUNTY-  SD/TODD
 OS0700  COUNTRY     -  US
 OS0700  USGS QUAD   -  MISSION (2017)
 OS0700
 OS0700                         *CURRENT SURVEY CONTROL
 OS0700  ______________________________________________________________________
 OS0700* NAD 83(1996) POSITION- 43 17 59.19864(N) 100 37 30.26926(W)   ADJUSTED
 OS0700  ______________________________________________________________________
 OS0700  GEOID HEIGHT    -        -23.357 (meters)                     GEOID18
 OS0700  LAPLACE CORR    -         -6.55  (seconds)                    DEFLEC18
 OS0700  HORZ ORDER      -  THIRD
 OS0700
 OS0700.The horizontal coordinates were established by classical geodetic methods
 OS0700.and adjusted by the National Geodetic Survey in January 1998.
 OS0700
 OS0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0700.GEOID18 height accuracy estimate available here.
 OS0700
 OS0700.Click photographs - Photos may exist for this station.
 OS0700
 OS0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0700
 OS0700. The following values were computed from the NAD 83(1996) position.
 OS0700
 OS0700;                    North         East     Units Scale Factor Converg.
 OS0700;SPC SD S     -   107,404.721   576,328.985   MT  0.99992225   -0 12 04.5
 OS0700;SPC SD S     -   352,376.99  1,890,839.34   sFT  0.99992225   -0 12 04.5
 OS0700;UTM  14      - 4,795,387.610   368,187.513   MT  0.99981373   -1 06 52.8
 OS0700
 OS0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6818795387(NAD 83)
 OS0700
 OS0700                          SUPERSEDED SURVEY CONTROL
 OS0700
 OS0700  NAD 83(1995)-  43 17 59.19768(N)    100 37 30.27184(W) AD(       ) 3
 OS0700  NAD 83(1986)-  43 17 59.19642(N)    100 37 30.28021(W) AD(       ) 3
 OS0700  NAD 27      -  43 17 59.18600(N)    100 37 28.77800(W) AD(       ) 3
 OS0700
 OS0700.Superseded values are not recommended for survey control.
 OS0700
 OS0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0700.See file dsdata.pdf to determine how the superseded data were derived.
 OS0700
 OS0700_MARKER: 53 = ELEVATED TANK
 OS0700
 OS0700  HISTORY     - Date     Condition        Report By
 OS0700  HISTORY     - 1934     FIRST OBSERVED   CGS
 OS0700  HISTORY     - 1936     GOOD             CGS
 OS0700
 OS0700                          STATION DESCRIPTION
 OS0700
 OS0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0700'THE POINT OBSERVED WAS THE FINIAL OF THE BLACK TANK AT THE
 OS0700'INDIAN SCHOOL ABOUT 2.0 MILES EAST OF THE TOWN OF MISSION,
 OS0700'S. DAK.  THE TANK IS ON THE SOUTH SIDE OF U.S. HIGHWAY 18 AND
 OS0700'ON THE WEST SIDE OF THE MAIN BUILDINGS OF THE SCHOOL.  THE
 OS0700'TANK IS ABOUT 90 FEET HIGH.
 OS0700'
 OS0700'THIS TANK WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 OS0700'LAMOUREAUX-1933, BOYD AND MISSION-1933.
 OS0700'
 OS0700'OFFICE NOTE--LOCATED 1934, C.I.A., NO DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0002 ***********************************************************************
 OR0002  DESIGNATION -  MITCHELL
 OR0002  PID         -  OR0002
 OR0002  STATE/COUNTY-  SD/DAVISON
 OR0002  COUNTRY     -  US
 OR0002  USGS QUAD   -  MITCHELL (2017)
 OR0002
 OR0002                         *CURRENT SURVEY CONTROL
 OR0002  ______________________________________________________________________
 OR0002* NAD 83(1996) POSITION- 43 43 00.49609(N) 098 00 31.13985(W)   ADJUSTED
 OR0002* NAVD 88 ORTHO HEIGHT -   397.399 (meters)     1303.80  (feet) ADJUSTED
 OR0002  ______________________________________________________________________
 OR0002  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 OR0002  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 OR0002  DYNAMIC HEIGHT  -        397.302 (meters)     1303.48  (feet) COMP
 OR0002  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 OR0002
 OR0002  HORZ ORDER      -  SECOND
 OR0002  VERT ORDER      -  FIRST     CLASS II
 OR0002
 OR0002.The horizontal coordinates were established by classical geodetic methods
 OR0002.and adjusted by the National Geodetic Survey in January 1998.
 OR0002
 OR0002.The orthometric height was determined by differential leveling and
 OR0002.adjusted by the NATIONAL GEODETIC SURVEY
 OR0002.in June 1991.
 OR0002
 OR0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0002.GEOID18 height accuracy estimate available here.
 OR0002
 OR0002.Click photographs - Photos may exist for this station.
 OR0002
 OR0002.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0002
 OR0002.The dynamic height is computed by dividing the NAVD 88
 OR0002.geopotential number by the normal gravity value computed on the
 OR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0002.degrees latitude (g = 980.6199 gals.).
 OR0002
 OR0002.The modeled gravity was interpolated from observed gravity values.
 OR0002
 OR0002. The following values were computed from the NAD 83(1996) position.
 OR0002
 OR0002;                    North         East     Units Scale Factor Converg.
 OR0002;SPC SD S     -   156,313.187   787,296.951   MT  0.99990834   +1 36 13.3
 OR0002;SPC SD S     -   512,837.51  2,582,990.08   sFT  0.99990834   +1 36 13.3
 OR0002;UTM  14      - 4,840,897.196   579,857.866   MT  0.99967844   +0 41 06.5
 OR0002
 OR0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0002!SPC SD S     -   0.99994179  x   0.99990834  =   0.99985013
 OR0002!UTM  14      -   0.99994179  x   0.99967844  =   0.99962025
 OR0002
 OR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7985740897(NAD 83)
 OR0002
 OR0002|---------------------------------------------------------------------|
 OR0002| PID    Reference Object                     Distance      Geod. Az  |
 OR0002|                                                           dddmmss.s |
 OR0002| OR0001 MITCHELL RM                          10.759 METERS 03618     |
 OR0002|---------------------------------------------------------------------|
 OR0002
 OR0002                          SUPERSEDED SURVEY CONTROL
 OR0002
 OR0002  NAD 83(1995)-  43 43 00.51119(N)    098 00 31.11866(W) AD(       ) 2
 OR0002  NAD 83(1986)-  43 43 00.51704(N)    098 00 31.11936(W) AD(       ) 2
 OR0002  NAD 27      -  43 43 00.57500(N)    098 00 29.84300(W) AD(       ) 2
 OR0002  NGVD 29 (??/??/92)  397.105  (m)         1302.84   (f) ADJ UNCH    1 2
 OR0002  NGVD 29             397.11   (m)         1302.9    (f) LEVELING    3  
 OR0002
 OR0002.Superseded values are not recommended for survey control.
 OR0002
 OR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0002.See file dsdata.pdf to determine how the superseded data were derived.
 OR0002
 OR0002_MARKER: DS = TRIANGULATION STATION DISK
 OR0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0002_STAMPING: MITCHELL 1924
 OR0002_MARK LOGO: CGS
 OR0002_PROJECTION: FLUSH
 OR0002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0002+STABILITY: SURFACE MOTION
 OR0002
 OR0002  HISTORY     - Date     Condition        Report By
 OR0002  HISTORY     - 1924     MONUMENTED       CGS
 OR0002  HISTORY     - 1924     GOOD             CGS
 OR0002  HISTORY     - 1934     GOOD             SDGS
 OR0002  HISTORY     - 1935     GOOD             CGS
 OR0002  HISTORY     - 1951     GOOD             CGS
 OR0002  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0002  HISTORY     - 1964     MARK NOT FOUND   CGS
 OR0002  HISTORY     - 19850717 GOOD             NGS
 OR0002  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0002
 OR0002                          STATION DESCRIPTION
 OR0002
 OR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0002'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO ST.  PAUL
 OR0002'MINNEAPOLIS AND OMAHA RAILWAY ABOUT 7/8 MILE EAST OF THE RAILROAD
 OR0002'STATION AT MITCHELL AT THE POINT INTERSECTION OF THE FIRST CURVE EAST
 OR0002'OF MITCHELL.
 OR0002'
 OR0002'THE STATION IS ABOUT 50 YARDS, EAST OF CULVERT NO. P-281, ABOUT 130
 OR0002'YARDS WEST OF THE FIRST SECTION-LINE ROAD EAST OF MITCHELL, ABOUT 15
 OR0002'FEET NORTH OF NORTH RAIL AND ABOUT 4 FEET BELOW THE TRACK LEVEL.  THE
 OR0002'REFERENCE MARK IS OPPOSITE, JUST INSIDE THE FENCE MARKING THE NORTHERN
 OR0002'LIMITS OF THE RIGHT-OF-WAY.
 OR0002'
 OR0002'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 OR0002'AS DESCRIBED.
 OR0002'
 OR0002'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.7 METERS.
 OR0002
 OR0002                          STATION RECOVERY (1924)
 OR0002
 OR0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0002'0.9 MI E FROM MITCHELL.
 OR0002'ABOUT 7/8 MILE EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OR0002'AND OMAHA RAILWAY FROM MITCHELL, DAVISON COUNTY, AT THE POINT
 OR0002'OF INTERSECTION OF THE FIRST CURVE EAST OF THE TOWN, ABOUT 130
 OR0002'YARDS WEST OF THE CROSSING OF A SECTION-LINE ROAD, ABOUT 176
 OR0002'FEET EAST OF CULVERT P 281, 16 FEET NORTH OF THE NORTH RAIL,
 OR0002'ABOUT 176 FEET EAST OF CULVERT P 281, 16 FEET NORTH OF THE NORTH
 OR0002'RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD
 OR0002'TRIANGULATION-STATION DISK, STAMPED MITCHELL 1924 AND SET IN
 OR0002'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0002
 OR0002                          STATION RECOVERY (1934)
 OR0002
 OR0002'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1934
 OR0002'THE ORIGINAL DESCRIPTION FOR THIS STATION IS HARDLY SUFFICIENT TO FIND
 OR0002'THE STATION EASILY AT ALL TIMES.  IT IS IN THE DITCH ALONG THE
 OR0002'RAILROAD TRACK AND DOES NOT PROJECT ENOUGH TO BE EASILY FOUND WHEN
 OR0002'THERE IS SNOW ON THE GROUND.  IT IS 176 FEET EAST OF CENTERLINE OF
 OR0002'CULVERT NO. P 281, 16 FT NORTH OF THE CENTERLINE OF THE NORTH RAIL AND
 OR0002'5 FT BELOW TRACK LEVEL (TOP OF TIES).
 OR0002
 OR0002                          STATION RECOVERY (1935)
 OR0002
 OR0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0002'RECOVERED IN GOOD CONDITION.
 OR0002
 OR0002                          STATION RECOVERY (1951)
 OR0002
 OR0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OR0002'STATION AND REFERENCE MARK WERE RECOVERED AS PREVIOUSLY
 OR0002'DESCRIBED AND BOTH MARKS ARE IN GOOD CONDITION.
 OR0002
 OR0002                          STATION RECOVERY (1963)
 OR0002
 OR0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OR0002'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THERE APPEARS
 OR0002'TO HAVE BEEN CONSTRUCTION IN THE PAST FEW YEARS AND MAY BE
 OR0002'COVERED OVER AND SHOULD NOT BE CONSIDERED LOST.
 OR0002
 OR0002                          STATION RECOVERY (1964)
 OR0002
 OR0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 OR0002'STATION SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED THAT
 OR0002'THE STATION IS DESTROYED AS THERE IS A NEW PLANT THAT HAS
 OR0002'BEEN RECENTLY CONSTRUCTED NEAR THIS LOCATION AND THERE IS
 OR0002'EVIDENCE OF SOME EXCAVATION AT THE SITE.  IT IS POSSIBLE THAT
 OR0002'THE STATION EXISTS AND IS UNDERGROUND.
 OR0002
 OR0002                          STATION RECOVERY (1985)
 OR0002
 OR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OR0002'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 OR0002'WAS NOT RECOVERED AND APPEARS TO HAVE BEEN DESTROYED.  REFERENCE MARKS
 OR0002'2 AND 3 WERE ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 OR0002'
 OR0002'THE STATION IS LOCATED ON THE EAST EDGE OF MITCHELL ALONG THE SOUTH
 OR0002'EDGE OF THE 3 M (9.8 FT) GROUNDS AND ALONG THE NORTH EDGE OF AN OLD
 OR0002'RAILROAD BED, JUST WEST OF FOSTER STREET.
 OR0002'
 OR0002'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE 3 M (9.8 FT)
 OR0002'GROUNDS, ON FOSTER STREET IN MITCHELL, GO WEST BETWEEN SECURITY FENCE
 OR0002'AND OLD RAILROAD TRACK FOR 0.13 KM (0.10 MI) TO THE STATION.
 OR0002'
 OR0002'THE STATION IS A STANDARD CGS DISK STAMPED MITCHELL 1924 SET INTO THE
 OR0002'TOP OF A SQUARE CONCRETE 12 INCHES (30 CM) IN DIAMETER RECESSED 4
 OR0002'INCHES (10 CM) BELOW THE GROUND.  LOCATED ALONG NORTH SIDE OF OLD
 OR0002'RIALROAD BED AND ABOUT METERS LOWER THAN THE TOP OF THE OLD BED.
 OR0002'LOCATED 128.02 METERS (420.01 FT) WEST FROM THE CENTER OF FOSTER
 OR0002'STREET.  53.6 METERS (175.9 FT) EAST FROM A CULVERT UNDER OLD
 OR0002'RAILROAD.  9.9 METERS (32.5 FT) SOUTH FROM A SECURITY FENCE.  5.5
 OR0002'METERS (18.0 FT) NORTH FROM THE CENTER OF OLD RAILROAD BED.  0.3
 OR0002'METERS (1.0 FT) WEST FROM A WITNESS POST.
 OR0002'
 OR0002'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED MITCHELL 1924 NO.
 OR0002'2 1985 SET INTO A DRILL HOLE IN A CONCRETE CURB, WHICH RUNS ALONG THE
 OR0002'SOUTH AND WEST SIDE OF A SECURITY FENCED STORAGE AREA.  LOCATED 2.7
 OR0002'METERS (8.9 FT) EAST FROM THE SOUTHEAST CORNER OF A HIGH VOLTAGE AREA
 OR0002'SECURITY FENCE.  0.7 METER (2.3 FT) SOUTHWEST FROM THE CORNER OF A
 OR0002'SECURITY FENCED STORAGE AREA.  0.3 METER (1.0 FT) EAST FROM THE CORNER
 OR0002'OF THE CONCRETE CURB, 2 FEET, (0.6 M) HIGHER THAN THE STATION.
 OR0002'
 OR0002'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED MITCHELL 1924 NO.
 OR0002'3 1985 SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE
 OR0002'STEP, ON THE WEST SIDE OF A SMALL METAL VALVE SHED.  LOCATED 6.0 METER
 OR0002'(19.7 FT) EAST-NORTHEAST FROM A FIRE HYDRANT.  2.0 METER (6.6 FT)
 OR0002'SOUTH FROM A SECURITY FENCE.  0.75 METERS (2.46 FT) WEST FROM THE
 OR0002'SOUTHWEST CORNER OF THE METAL SHED AND 2 FEET (0.6 M) HIGHER THAN THE
 OR0002'STATION.
 OR0002
 OR0002                          STATION RECOVERY (1991)
 OR0002
 OR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0002'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0677 ***********************************************************************
 PS0677  DESIGNATION -  MITCHELL
 PS0677  PID         -  PS0677
 PS0677  STATE/COUNTY-  SD/HYDE
 PS0677  COUNTRY     -  US
 PS0677  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0677
 PS0677                         *CURRENT SURVEY CONTROL
 PS0677  ______________________________________________________________________
 PS0677* NAD 83(1996) POSITION- 44 40 41.56775(N) 099 27 06.89271(W)   ADJUSTED
 PS0677* NAVD 88 ORTHO HEIGHT -   517.    (meters)     1696.    (feet) SCALED
 PS0677  ______________________________________________________________________
 PS0677  GEOID HEIGHT    -        -23.441 (meters)                     GEOID18
 PS0677  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 PS0677  HORZ ORDER      -  SECOND
 PS0677
 PS0677.The horizontal coordinates were established by classical geodetic methods
 PS0677.and adjusted by the National Geodetic Survey in January 1998.
 PS0677
 PS0677.The orthometric height was scaled from a topographic map.
 PS0677
 PS0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0677.GEOID18 height accuracy estimate available here.
 PS0677
 PS0677.Click photographs - Photos may exist for this station.
 PS0677
 PS0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0677
 PS0677. The following values were computed from the NAD 83(1996) position.
 PS0677
 PS0677;                    North         East     Units Scale Factor Converg.
 PS0677;SPC SD N     -    94,031.914   643,453.936   MT  0.99996018   +0 23 16.4
 PS0677;SPC SD N     -   308,503.04  2,111,065.12   sFT  0.99996018   +0 23 16.4
 PS0677;UTM  14      - 4,947,304.301   464,183.409   MT  0.99961577   -0 19 03.9
 PS0677
 PS0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0677!SPC SD N     -   0.99992257  x   0.99996018  =   0.99988275
 PS0677!UTM  14      -   0.99992257  x   0.99961577  =   0.99953837
 PS0677
 PS0677:                Primary Azimuth Mark                     Grid Az
 PS0677:SPC SD N     -  MITCHELL AZ MK                           089 24 32.4
 PS0677:UTM  14      -  MITCHELL AZ MK                           090 06 52.7
 PS0677
 PS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6418347304(NAD 83)
 PS0677
 PS0677|---------------------------------------------------------------------|
 PS0677| PID    Reference Object                     Distance      Geod. Az  |
 PS0677|                                                           dddmmss.s |
 PS0677| PS0321 X 295                                34.699 METERS 00626     |
 PS0677| CO6424 MITCHELL RM 1                        15.831 METERS 07214     |
 PS0677| CO6423 MITCHELL AZ MK                                     0894748.8 |
 PS0677|---------------------------------------------------------------------|
 PS0677
 PS0677                          SUPERSEDED SURVEY CONTROL
 PS0677
 PS0677  NAD 83(1986)-  44 40 41.56456(N)    099 27 06.89978(W) AD(       ) 2
 PS0677  NAD 27      -  44 40 41.62700(N)    099 27 05.49000(W) AD(       ) 2
 PS0677
 PS0677.Superseded values are not recommended for survey control.
 PS0677
 PS0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0677.See file dsdata.pdf to determine how the superseded data were derived.
 PS0677
 PS0677_MARKER: DS = TRIANGULATION STATION DISK
 PS0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0677_STAMPING: MITCHELL 1951
 PS0677_MARK LOGO: CGS
 PS0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0677+STABILITY: SURFACE MOTION
 PS0677
 PS0677  HISTORY     - Date     Condition        Report By
 PS0677  HISTORY     - 1951     MONUMENTED       CGS
 PS0677  HISTORY     - 20080904 MARK NOT FOUND   GEOCAC
 PS0677
 PS0677                          STATION DESCRIPTION
 PS0677
 PS0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0677'THE STATION IS LOCATED ABOUT 10-3/4 MILES NORTH OF HIGHMORE.
 PS0677'IT IS 54 FEET EAST OF THE CENTER OF A DIRT SECTION LINE ROAD,
 PS0677'17 FEET SOUTH OF A POWER POLE, 7 FEET NORTH OF A FENCE AND
 PS0677'6 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 PS0677'AND THE DISK IS STAMPED MITCHELL 1951.
 PS0677'
 PS0677'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTER OF THE
 PS0677'DIRT ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4
 PS0677'INCHES AND THE DISK IS STAMPED MITCHELL NO 1 1951.
 PS0677'
 PS0677'REFERENCE MARK NO. 2 (BENCH MARK X 295) IS 66 FEET EAST OF
 PS0677'THE DIRT ROAD AND 1 FOOT EAST OF A WITNESS POST.  THE MARK
 PS0677'PROJECTS 4 INCHES AND THE DISK IS STAMPED X 295 1940.
 PS0677'
 PS0677'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PS0677'MITCHELL TO BENCH MARK X 295.  THE DISTANCE IS SHOWN ABOVE.
 PS0677'
 PS0677'THE AZIMUTH MARK IS 28 FEET SOUTH OF A SECTION LINE ROAD AND
 PS0677'2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 PS0677'DISK IS STAMPED MITCHELL 1951.
 PS0677'
 PS0677'TO REACH THE STATION FROM THE CROSS-STREETS JUST WEST OF THE
 PS0677'POST OFFICE IN HIGHMORE, GO NORTH FOR 0.5 MILE TO U.S. HIGHWAY
 PS0677'14.  CONTINUE ON NORTH ON A GRAVEL ROAD FOR 10.8 MILES TO THE
 PS0677'STATION ON THE RIGHT AS DESCRIBED.
 PS0677'
 PS0677'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A DIRT
 PS0677'SECTION LINE ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 PS0677'
 PS0677'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0677
 PS0677                          STATION RECOVERY (2008)
 PS0677
 PS0677'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 PS0677'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1142 ***********************************************************************
 PT1142  DESIGNATION -  MITCHELL
 PT1142  PID         -  PT1142
 PT1142  STATE/COUNTY-  SD/HAAKON
 PT1142  COUNTRY     -  US
 PT1142  USGS QUAD   -  HILLTOP DIAMOND RING RANCH (2017)
 PT1142
 PT1142                         *CURRENT SURVEY CONTROL
 PT1142  ______________________________________________________________________
 PT1142* NAD 83(1996) POSITION- 44 19 43.95390(N) 101 16 43.09834(W)   ADJUSTED
 PT1142* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 PT1142  ______________________________________________________________________
 PT1142  GEOID HEIGHT    -        -22.020 (meters)                     GEOID18
 PT1142  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC18
 PT1142  HORZ ORDER      -  SECOND
 PT1142
 PT1142.The horizontal coordinates were established by classical geodetic methods
 PT1142.and adjusted by the National Geodetic Survey in January 1998.
 PT1142
 PT1142.The orthometric height was scaled from a topographic map.
 PT1142
 PT1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1142.GEOID18 height accuracy estimate available here.
 PT1142
 PT1142.Click photographs - Photos may exist for this station.
 PT1142
 PT1142.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1142
 PT1142. The following values were computed from the NAD 83(1996) position.
 PT1142
 PT1142;                    North         East     Units Scale Factor Converg.
 PT1142;SPC SD S     -   222,125.508   524,603.590   MT  0.99998379   -0 39 07.6
 PT1142;SPC SD S     -   728,756.77  1,721,136.94   sFT  0.99998379   -0 39 07.6
 PT1142;UTM  14      - 4,910,926.528   318,323.142   MT  1.00000593   -1 35 33.7
 PT1142
 PT1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1142!SPC SD S     -   0.99988391  x   0.99998379  =   0.99986770
 PT1142!UTM  14      -   0.99988391  x   1.00000593  =   0.99988984
 PT1142
 PT1142:                Primary Azimuth Mark                     Grid Az
 PT1142:SPC SD S     -  MITCHELL AZ MK                           065 27 32.6
 PT1142:UTM  14      -  MITCHELL AZ MK                           066 23 58.7
 PT1142
 PT1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1832310926(NAD 83)
 PT1142
 PT1142|---------------------------------------------------------------------|
 PT1142| PID    Reference Object                     Distance      Geod. Az  |
 PT1142|                                                           dddmmss.s |
 PT1142| CQ3519 MITCHELL AZ MK                                     0644825.0 |
 PT1142| CQ3520 MITCHELL RM 1                        14.394 METERS 12311     |
 PT1142| CQ3521 MITCHELL RM 2                        15.408 METERS 24744     |
 PT1142| PT1148 HANSENS WIND CHARGER                APPROX.21.8 KM 2523851.1 |
 PT1142|---------------------------------------------------------------------|
 PT1142
 PT1142                          SUPERSEDED SURVEY CONTROL
 PT1142
 PT1142  NAD 83(1986)-  44 19 43.94754(N)    101 16 43.10075(W) AD(       ) 2
 PT1142  NAD 27      -  44 19 44.00400(N)    101 16 41.58600(W) AD(       ) 2
 PT1142
 PT1142.Superseded values are not recommended for survey control.
 PT1142
 PT1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1142.See file dsdata.pdf to determine how the superseded data were derived.
 PT1142
 PT1142_MARKER: DS = TRIANGULATION STATION DISK
 PT1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1142_STAMPING: MITCHELL 1952
 PT1142_MARK LOGO: CGS
 PT1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1142+STABILITY: SURFACE MOTION
 PT1142
 PT1142  HISTORY     - Date     Condition        Report By
 PT1142  HISTORY     - 1952     MONUMENTED       CGS
 PT1142
 PT1142                          STATION DESCRIPTION
 PT1142
 PT1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1142'THE STATION IS IN SECTION 7, T 4 N, R 24 E, ON THE BAR-N
 PT1142'RANCH WHICH IS OWNED BY MR. W.A. MC KILLIP.  IT IS ABOUT 18
 PT1142'MILES NORTH AND 6-1/2 MILES WEST OF MIDLAND, 13 MILES WEST AND
 PT1142'3 MILES SOUTH OF HAYES, 16 FEET EAST OF THE CENTER OF A TRACK
 PT1142'ROAD AND 5 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1142'
 PT1142'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1142'AND STATE HIGHWAY 63 AT KELLARS CORNER ABOUT 5 MILES WEST
 PT1142'OF HAYES, GO SOUTH ON U.S. HIGHWAY 14 FOR 5.15 MILES TO A
 PT1142'CROSS ROAD, TURN RIGHT (WEST) AND FOLLOW THE MAIN GRADED ROAD
 PT1142'FOR 5.1 MILES TO A T-INTERSECTION, TURN RIGHT (NORTH) AND GO
 PT1142'FOR 2.05 MILES TO TWO WIRE GATES ON THE LEFT, TURN LEFT
 PT1142'THROUGH THE SOUTH GATE AND GO FOR 0.4 MILE TO MR. MC KILLIPS
 PT1142'FARM HOME, CONTINUE WESTERLY ON A TRACK ROAD BETWEEN THE HOUSE
 PT1142'AND BARN AND TO THE NORTH OF A LARGE EARTH DAM FOR 0.15
 PT1142'MILE TO A CATTLE GUARD, GO OVER CATTLE GUARD AND CONTINUE
 PT1142'WESTERLY ON THE TRACK ROAD FOR 0.25 MILE TO WHERE THE TRACK
 PT1142'ROAD INTERSECTS WITH A FIRE BREAK, CONTINUE WESTERLY
 PT1142'ON TRACK ROAD AND FIRE BREAK FOR 1.4 MILES TO THE AZIMUTH
 PT1142'MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE WESTERLY ON
 PT1142'THE TRACK ROAD FOR 0.5 MILE TO A Y-JUNCTION, CONTINUE ON
 PT1142'THE LEFT ROAD FOR 0.1 MILE TO A DIM ROAD ON THE RIGHT,
 PT1142'CONTINUE SOUTHERLY ON THE LEFT TRACK ROAD FOR 0.15 MILE
 PT1142'TO THE STATION MARK ON THE LEFT AS DESCRIBED.
 PT1142'
 PT1142'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1142'MITCHELL 1952.
 PT1142'
 PT1142'REFERENCE MARK 1 IS 57 FEET EAST OF THE CENTER OF THE TRACK
 PT1142'ROAD AND 39 FEET NORTH OF A FIRE BREAK.  THE MARK PROJECTS
 PT1142'6 INCHES AND THE DISK IS STAMPED MITCHELL NO 1 1952.
 PT1142'
 PT1142'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE TRACK
 PT1142'ROAD.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 PT1142'MITCHELL NO 2 1952.
 PT1142'
 PT1142'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE TRACK
 PT1142'ROAD AND 4 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1142'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MITCHELL
 PT1142'1952.
 PT1142'
 PT1142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2289 ***********************************************************************
 PU2289  DESIGNATION -  MITCHELL
 PU2289  PID         -  PU2289
 PU2289  STATE/COUNTY-  SD/MEADE
 PU2289  COUNTRY     -  US
 PU2289  USGS QUAD   -  BEND (2017)
 PU2289
 PU2289                         *CURRENT SURVEY CONTROL
 PU2289  ______________________________________________________________________
 PU2289* NAD 83(1996) POSITION- 44 09 51.65686(N) 103 06 44.91800(W)   ADJUSTED
 PU2289* NAVD 88 ORTHO HEIGHT -  1029.    (meters)     3376.    (feet) SCALED
 PU2289  ______________________________________________________________________
 PU2289  GEOID HEIGHT    -        -16.503 (meters)                     GEOID18
 PU2289  LAPLACE CORR    -        -10.99  (seconds)                    DEFLEC18
 PU2289  HORZ ORDER      -  THIRD
 PU2289
 PU2289.The horizontal coordinates were established by classical geodetic methods
 PU2289.and adjusted by the National Geodetic Survey in January 1998.
 PU2289
 PU2289.The orthometric height was scaled from a topographic map.
 PU2289
 PU2289.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2289.GEOID18 height accuracy estimate available here.
 PU2289
 PU2289.Click photographs - Photos may exist for this station.
 PU2289
 PU2289.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2289
 PU2289. The following values were computed from the NAD 83(1996) position.
 PU2289
 PU2289;                    North         East     Units Scale Factor Converg.
 PU2289;SPC SD N     -    41,569.161   351,097.105   MT  1.00005788   -2 12 10.1
 PU2289;SPC SD N     -   136,381.49  1,151,891.09   sFT  1.00005788   -2 12 10.1
 PU2289;SPC SD S     -   207,133.798   377,763.766   MT  0.99995225   -1 55 01.9
 PU2289;SPC SD S     -   679,571.47  1,239,379.96   sFT  0.99995225   -1 55 01.9
 PU2289;UTM  13      - 4,891,859.223   650,912.944   MT  0.99988010   +1 18 55.2
 PU2289
 PU2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2289!SPC SD N     -   0.99984119  x   1.00005788  =   0.99989906
 PU2289!SPC SD S     -   0.99984119  x   0.99995225  =   0.99979345
 PU2289!UTM  13      -   0.99984119  x   0.99988010  =   0.99972131
 PU2289
 PU2289:                Primary Azimuth Mark                     Grid Az
 PU2289:SPC SD N     -  MITCHELL AZ MK                           175 57 21.9
 PU2289:SPC SD S     -  MITCHELL AZ MK                           175 40 13.7
 PU2289:UTM  13      -  MITCHELL AZ MK                           172 26 16.6
 PU2289
 PU2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5091291859(NAD 83)
 PU2289
 PU2289|---------------------------------------------------------------------|
 PU2289| PID    Reference Object                     Distance      Geod. Az  |
 PU2289|                                                           dddmmss.s |
 PU2289| CQ3523 MITCHELL RM 1                        14.877 METERS 11132     |
 PU2289| CQ3522 MITCHELL AZ MK                                     1734511.8 |
 PU2289| CQ3524 MITCHELL RM 2                        15.780 METERS 21156     |
 PU2289| PU2310 RAPID CITY RADIO KOTA FM MAST       APPROX.15.4 KM 2262236.2 |
 PU2289|---------------------------------------------------------------------|
 PU2289
 PU2289                          SUPERSEDED SURVEY CONTROL
 PU2289
 PU2289  NAD 83(1993)-  44 09 51.64840(N)    103 06 44.92044(W) AD(       ) 3
 PU2289  NAD 83(1986)-  44 09 51.64796(N)    103 06 44.92407(W) AD(       ) 3
 PU2289  NAD 27      -  44 09 51.69300(N)    103 06 43.27800(W) AD(       ) 3
 PU2289
 PU2289.Superseded values are not recommended for survey control.
 PU2289
 PU2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2289.See file dsdata.pdf to determine how the superseded data were derived.
 PU2289
 PU2289_MARKER: X = CHISELED CROSS
 PU2289
 PU2289  HISTORY     - Date     Condition        Report By
 PU2289  HISTORY     - UNK      MONUMENTED       USGS
 PU2289  HISTORY     - 1950     GOOD             CGS
 PU2289
 PU2289                          STATION DESCRIPTION
 PU2289
 PU2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2289'THE STATION IS ABOUT 9 MILES NORTHEAST OF RAPID CITY, ON THE SUMMIT
 PU2289'OF A RIDGE LYING NORTHWEST OF THE RAPID CITY AIR FORCE BASE, 300
 PU2289'YARDS SOUTHEAST OF A FENCE, AND ON LAND OWNED BY EDWIN SWANSON.
 PU2289'
 PU2289'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND
 PU2289'16 AT THE POST OFFICE IN RAPID CITY.  GO EAST, NORTH AND EAST
 PU2289'ON HIGHWAYS 14 AND 16 FOR 3.85 MILES TO THE STARLITE DRIVE IN
 PU2289'THEATRE ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.95
 PU2289'MILE TO A T-ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD
 PU2289'FOR 3.65 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST 1.25
 PU2289'MILES TO EDWIN SWANSONS HOUSE ON THE LEFT.  CONTINUE EAST FOR
 PU2289'0.8 MILE TO THE AZIMUTH MARK AND A GATE ON THE LEFT.  TURN
 PU2289'LEFT, PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD NORTH FOR
 PU2289'0.5 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 PU2289'
 PU2289'STATION MARK IS A CHISELED CROSS IN THE TOP OF A BOULDER WHICH IS
 PU2289'APPROXIMATELY 12-BY 12 INCHES SQUARE AND PROJECTS 12 INCHES.
 PU2289'
 PU2289'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2289'MITCHELL USGS NO 1 1950.
 PU2289'
 PU2289'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2289'MITCHELL USGS NO 2 1950.
 PU2289'
 PU2289'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF THE ROAD, 3
 PU2289'FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE
 PU2289'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MITCHELL USGS
 PU2289'1950.
 PU2289'
 PU2289'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET IN THE
 PU2289'TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2289'
 PU2289'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2288 ***********************************************************************
 PU2288  DESIGNATION -  MITCHELL 2
 PU2288  PID         -  PU2288
 PU2288  STATE/COUNTY-  SD/MEADE
 PU2288  COUNTRY     -  US
 PU2288  USGS QUAD   -  BEND (2017)
 PU2288
 PU2288                         *CURRENT SURVEY CONTROL
 PU2288  ______________________________________________________________________
 PU2288* NAD 83(1996) POSITION- 44 09 50.57816(N) 103 06 45.24792(W)   ADJUSTED
 PU2288* NAVD 88 ORTHO HEIGHT -  1029.    (meters)     3376.    (feet) SCALED
 PU2288  ______________________________________________________________________
 PU2288  GEOID HEIGHT    -        -16.502 (meters)                     GEOID18
 PU2288  LAPLACE CORR    -        -10.99  (seconds)                    DEFLEC18
 PU2288  HORZ ORDER      -  SECOND
 PU2288
 PU2288.The horizontal coordinates were established by classical geodetic methods
 PU2288.and adjusted by the National Geodetic Survey in January 1998.
 PU2288
 PU2288.The orthometric height was scaled from a topographic map.
 PU2288
 PU2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2288.GEOID18 height accuracy estimate available here.
 PU2288
 PU2288.Click photographs - Photos may exist for this station.
 PU2288
 PU2288.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2288
 PU2288. The following values were computed from the NAD 83(1996) position.
 PU2288
 PU2288;                    North         East     Units Scale Factor Converg.
 PU2288;SPC SD N     -    41,536.171   351,088.500   MT  1.00005796   -2 12 10.4
 PU2288;SPC SD N     -   136,273.25  1,151,862.85   sFT  1.00005796   -2 12 10.4
 PU2288;SPC SD S     -   207,100.769   377,755.326   MT  0.99995220   -1 55 02.1
 PU2288;SPC SD S     -   679,463.11  1,239,352.27   sFT  0.99995220   -1 55 02.1
 PU2288;UTM  13      - 4,891,825.773   650,906.381   MT  0.99988008   +1 18 54.9
 PU2288
 PU2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2288!SPC SD N     -   0.99984119  x   1.00005796  =   0.99989914
 PU2288!SPC SD S     -   0.99984119  x   0.99995220  =   0.99979340
 PU2288!UTM  13      -   0.99984119  x   0.99988008  =   0.99972129
 PU2288
 PU2288:                Primary Azimuth Mark                     Grid Az
 PU2288:SPC SD N     -  RUSHMORE AFB N WATER TANK                085 50 35.2
 PU2288:SPC SD S     -  RUSHMORE AFB N WATER TANK                085 33 26.9
 PU2288:UTM  13      -  RUSHMORE AFB N WATER TANK                082 19 29.9
 PU2288
 PU2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5090691825(NAD 83)
 PU2288
 PU2288|---------------------------------------------------------------------|
 PU2288| PID    Reference Object                     Distance      Geod. Az  |
 PU2288|                                                           dddmmss.s |
 PU2288| PU2295 RUSHMORE AFB N WATER TANK           APPROX. 0.9 KM 0833824.8 |
 PU2288| PU2293 RUSHMORE AFB S WATER TANK           APPROX. 0.8 KM 0911431.8 |
 PU2288| PU2290 ELLSWORTH AF TANK AND BCN           APPROX. 3.7 KM 1304550.8 |
 PU2288| CQ3525 MITCHELL 2 RM 3                      14.971 METERS 17106     |
 PU2288| CQ3526 MITCHELL 2 RM 4                      12.189 METERS 27244     |
 PU2288|---------------------------------------------------------------------|
 PU2288
 PU2288                          SUPERSEDED SURVEY CONTROL
 PU2288
 PU2288  NAD 83(1993)-  44 09 50.56951(N)    103 06 45.25033(W) AD(       ) 2
 PU2288  NAD 83(1986)-  44 09 50.56879(N)    103 06 45.25432(W) AD(       ) 2
 PU2288  NAD 27      -  44 09 50.61190(N)    103 06 43.60890(W) AD(       ) 2
 PU2288
 PU2288.Superseded values are not recommended for survey control.
 PU2288
 PU2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2288.See file dsdata.pdf to determine how the superseded data were derived.
 PU2288
 PU2288_MARKER: DS = TRIANGULATION STATION DISK
 PU2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2288_STAMPING: MITCHELL 2 USGS 1961
 PU2288_MARK LOGO: CGS
 PU2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2288+STABILITY: SURFACE MOTION
 PU2288
 PU2288  HISTORY     - Date     Condition        Report By
 PU2288  HISTORY     - 1961     MONUMENTED       CGS
 PU2288  HISTORY     - 1982     GOOD             DMA
 PU2288
 PU2288                          STATION DESCRIPTION
 PU2288
 PU2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2288'THE STATION IS ABOUT 8 MILES NORTHEAST OF RAPID CITY AND 4 MILES
 PU2288'NORTHWEST OF BOX ELDER, IN PASTURE LAND BETWEEN ELSWORTH AIR
 PU2288'FORCE BASE AND RUSHMORE AIR FORCE BASE.
 PU2288'
 PU2288'TO REACH THE STATION FROM THE POST OFFICE IN BOX ELDER GO WEST
 PU2288'ON U.S. HIGHWAYS 14 AND 16 FOR 0.5 MILE TO A SIDE ROAD RIGHT,
 PU2288'TURN RIGHT AND GO NORTH ON THE MACADAM ROAD FOR 1.0 MILE TO A
 PU2288'GUARD GATE AND THE ENTRANCE TO ELLSWORTH AIR FORCE BASE.  PASS
 PU2288'THRU GATE AND GO NORTH ON SIXTH STREET FOR 1.2 MILES TO A FORK,
 PU2288'KEEP RIGHT FORK AND CONTINUE NORTH ON SIXTH STREET FOR 0.4 MILE
 PU2288'TO SCOUT DRIVE ON THE LEFT, TURN LEFT AND GO WEST AND NORTHWEST
 PU2288'ON SCOUT DRIVE FOR 0.7 MILE TO A GUARD GATE AND THE BEGINNING
 PU2288'OF SOUTH DRIVE.  GO NORTH ON SOUTH DRIVE FOR 0.5 MILE TO A
 PU2288'FORK AND THE END OF THE MACADAM, TAKE LEFT FORK AND GO
 PU2288'NORTHWEST ON THE GRAVELED ROAD FOR 0.45 MILE TO A 3-WAY FORK,
 PU2288'TAKE EXTREME LEFT FORK AND GO WEST ON THE GRAVELED ROAD FOR
 PU2288'1.1 MILES TO A GRAVELED ROAD LEFT AT AN ABANDONED ARMY BUILDING.
 PU2288'TURN LEFT AND GO WEST AND SOUTH ON THE GRAVELED ROAD FOR 0.4
 PU2288'MILE TO A GATE, PASS THRU GATE AND CONTINUE SOUTH AND SOUTHEAST
 PU2288'0.25 MILE TO THE CREST OF A RIDGE, HERE LEAVE THE GRAVELED
 PU2288'ROAD AND GO NORTHEAST ACROSS THE PASTURE FOR 200 FEET TO THE
 PU2288'STATION.
 PU2288'
 PU2288'THE STATION MARK, STAMPED MITCHELL 2 USGS 1961, IS A STANDARD DISK
 PU2288'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 PU2288'INCHES.  IT IS 200 FEET NORTHEAST OF THE GRAVELED ROAD, 106 FEET
 PU2288'SOUTH OF THE SECURITY FENCE AROUND RUSHMORE AIR FORCE BASE AND
 PU2288'4.0 FEET NORTH OF THE WITNESS POST.
 PU2288'
 PU2288'THE UNDERGROUND MARK IS A REFERENCE MARK DISK, STAMPED MITCHELL
 PU2288'2 USGS 1961, SET IN A BLOCK OF CONCRETE.
 PU2288'
 PU2288'REFERENCE MARK NO. 3, STAMPED MITCHELL 2 USGS NO 3 1961, IS A
 PU2288'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 PU2288'THAT PROJECTS 3 INCHES.  IT IS 159 FEET SOUTH OF THE SECURITY
 PU2288'FENCE AND 44 FEET SOUTH OF THE WITNESS POST.
 PU2288'
 PU2288'REFERENCE MARK NO. 4, STAMPED MITCHELL 2 USGS NO 4 1961, IS A
 PU2288'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 PU2288'PROJECTS 3 INCHES.  IT IS 105 FEET SOUTH OF THE SECURITY FENCE
 PU2288'AND 44 FEET SOUTH OF THE WITNESS POST.
 PU2288'
 PU2288'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.3 FEET.
 PU2288'
 PU2288'TRIANGULATION STATION KOTA MAY BE USED FOR THE AZIMUTH MARK.
 PU2288'SEE DESCRIPTION THEREOF.
 PU2288
 PU2288                          STATION RECOVERY (1982)
 PU2288
 PU2288'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (DDH)
 PU2288'MITCHELL USGS 2 1961 RECOVERED GOOD.
 PU2288'
 PU2288'MITCHELL USGS 2 NO 3 1961 RECOVERED GOOD.
 PU2288'
 PU2288'MITCHELL USGS 2 NO 4 1961 RECOVERED GOOD.
 PU2288'
 PU2288'NOTE--DUE TO HEAVY CONSTRUCTION IN THE AREA OF MITCHELL USGS 2 THE
 PU2288'CURRENT TO REACH IS NOT ADEQUATE AND A NEW TO REACH CAN NOT BE
 PU2288'WRITTEN UNTIL CONSTRUCTION IS COMPLETED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0001 ***********************************************************************
 OR0001  DESIGNATION -  MITCHELL RM
 OR0001  PID         -  OR0001
 OR0001  STATE/COUNTY-  SD/DAVISON
 OR0001  COUNTRY     -  US
 OR0001  USGS QUAD   -  MITCHELL (2017)
 OR0001
 OR0001                         *CURRENT SURVEY CONTROL
 OR0001  ______________________________________________________________________
 OR0001* NAD 83(1986) POSITION- 43 43 00.78   (N) 098 00 30.86   (W)   HD_HELD1
 OR0001* NAVD 88 ORTHO HEIGHT -   397.65  (+/-2cm)     1304.6   (feet) VERTCON3
 OR0001  ______________________________________________________________________
 OR0001  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 OR0001  VERT ORDER      -  ? (See Below)
 OR0001
 OR0001.The horizontal coordinates were determined by differentially corrected
 OR0001.hand held GPS observations or other comparable positioning techniques
 OR0001.and have an estimated accuracy of +/- 3 meters.
 OR0001
 OR0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0001
 OR0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0001.GEOID18 height accuracy estimate available here.
 OR0001
 OR0001.The vertical order pertains to the NGVD 29 superseded value.
 OR0001
 OR0001.Click photographs - Photos may exist for this station.
 OR0001
 OR0001;                    North         East    Units  Estimated Accuracy
 OR0001;SPC SD S     -   156,322.1     787,303.0     MT  (+/- 3 meters HH1 GPS) 
 OR0001
 OR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7986440906(NAD 83)
 OR0001
 OR0001                          SUPERSEDED SURVEY CONTROL
 OR0001
 OR0001  NGVD 29 (??/??/92)  397.359  (m)         1303.67   (f) ADJ UNCH       
 OR0001
 OR0001.Superseded values are not recommended for survey control.
 OR0001
 OR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0001.See file dsdata.pdf to determine how the superseded data were derived.
 OR0001
 OR0001_MARKER: DR = REFERENCE MARK DISK
 OR0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0001_STAMPING: MITCHELL 1924
 OR0001_MARK LOGO: CGS
 OR0001_PROJECTION: FLUSH
 OR0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0001+STABILITY: SURFACE MOTION
 OR0001
 OR0001  HISTORY     - Date     Condition        Report By
 OR0001  HISTORY     - 1924     MONUMENTED       CGS
 OR0001  HISTORY     - 1935     GOOD             CGS
 OR0001  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0001
 OR0001                          STATION DESCRIPTION
 OR0001
 OR0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0001'0.9 MI E FROM MITCHELL.
 OR0001'ABOUT 7/8 MILE EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OR0001'AND OMAHA RAILWAY FROM MITCHELL, DAVISON COUNTY, AT THE POINT
 OR0001'OF INTERSECTION OF THE FIRST CURVE EAST OF THE TOWN, ABOUT
 OR0001'120 YARDS WEST OF THE CROSSING OF A SECTION-LINE ROAD, ABOUT 60
 OR0001'YARDS EAST OF CULVERT P 281, ABOUT 12 YARDS NORTHEAST OF
 OR0001'TRAVERSE STATION MITCHELL, DESCRIBED BELOW, NORTH OF THE TRACK,
 OR0001'AND NEAR A FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED MITCHELL
 OR0001'1924 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 OR0001'THE GROUND.
 OR0001
 OR0001                          STATION RECOVERY (1935)
 OR0001
 OR0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0001'RECOVERED IN GOOD CONDITION.
 OR0001
 OR0001                          STATION RECOVERY (1991)
 OR0001
 OR0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0001'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0890 ***********************************************************************
 OR0890  DESIGNATION -  MIX
 OR0890  PID         -  OR0890
 OR0890  STATE/COUNTY-  SD/CHARLES MIX
 OR0890  COUNTRY     -  US
 OR0890  USGS QUAD   -  LUCAS NW (2017)
 OR0890
 OR0890                         *CURRENT SURVEY CONTROL
 OR0890  ______________________________________________________________________
 OR0890* NAD 83(1996) POSITION- 43 28 17.46644(N) 099 14 45.49850(W)   ADJUSTED
 OR0890* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 OR0890  ______________________________________________________________________
 OR0890  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 OR0890  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 OR0890  HORZ ORDER      -  SECOND
 OR0890
 OR0890.The horizontal coordinates were established by classical geodetic methods
 OR0890.and adjusted by the National Geodetic Survey in January 1998.
 OR0890
 OR0890.The orthometric height was scaled from a topographic map.
 OR0890
 OR0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0890.GEOID18 height accuracy estimate available here.
 OR0890
 OR0890.Click photographs - Photos may exist for this station.
 OR0890
 OR0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0890
 OR0890. The following values were computed from the NAD 83(1996) position.
 OR0890
 OR0890;                    North         East     Units Scale Factor Converg.
 OR0890;SPC SD S     -   127,017.891   687,973.097   MT  0.99991014   +0 45 00.4
 OR0890;SPC SD S     -   416,724.53  2,257,125.07   sFT  0.99991014   +0 45 00.4
 OR0890;UTM  14      - 4,813,207.665   480,105.226   MT  0.99960487   -0 10 09.2
 OR0890
 OR0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0890!SPC SD S     -   0.99991327  x   0.99991014  =   0.99982342
 OR0890!UTM  14      -   0.99991327  x   0.99960487  =   0.99951818
 OR0890
 OR0890:                Primary Azimuth Mark                     Grid Az
 OR0890:SPC SD S     -  MIX AZ MK                                320 59 04.7
 OR0890:UTM  14      -  MIX AZ MK                                321 54 14.3
 OR0890
 OR0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8010513207(NAD 83)
 OR0890
 OR0890|---------------------------------------------------------------------|
 OR0890| PID    Reference Object                     Distance      Geod. Az  |
 OR0890|                                                           dddmmss.s |
 OR0890| CO3298 MIX RM 1                             24.662 METERS 05408     |
 OR0890| CO3297 MIX AZ MK                                          3214405.1 |
 OR0890| CO3299 MIX RM 2                             20.580 METERS 33327     |
 OR0890|---------------------------------------------------------------------|
 OR0890
 OR0890                          SUPERSEDED SURVEY CONTROL
 OR0890
 OR0890  NAD 83(1995)-  43 28 17.46583(N)    099 14 45.50152(W) AD(       ) 2
 OR0890  NAD 83(1986)-  43 28 17.46822(N)    099 14 45.50587(W) AD(       ) 2
 OR0890  NAD 27      -  43 28 17.46600(N)    099 14 44.16000(W) AD(       ) 2
 OR0890
 OR0890.Superseded values are not recommended for survey control.
 OR0890
 OR0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0890.See file dsdata.pdf to determine how the superseded data were derived.
 OR0890
 OR0890_MARKER: DS = TRIANGULATION STATION DISK
 OR0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0890_STAMPING: MIX 1948
 OR0890_MARK LOGO: CGS
 OR0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0890+STABILITY: SURFACE MOTION
 OR0890
 OR0890  HISTORY     - Date     Condition        Report By
 OR0890  HISTORY     - 1948     MONUMENTED       CGS
 OR0890
 OR0890                          STATION DESCRIPTION
 OR0890
 OR0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0890'THE STATION IS LOCATED ABOUT 5.0 MILES WEST AND 3.5 MILES
 OR0890'SOUTH OF THE VILLAGE OF BIJOU HILLS, ON THE EDGE OF THE BLUFFS,
 OR0890'ABOUT 1.5 MILES NORTH OF THE RIVER.  IT IS 81 FEET SOUTHWEST
 OR0890'OF A WITNESS POST AND 81.5 FEET SOUTHWEST OF THE FENCE.  THE
 OR0890'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MIX 1948.
 OR0890'
 OR0890'REFERENCE MARK NO. 1 IS 80.91 FEET NORTHEAST OF THE STATION,
 OR0890'IN THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 OR0890'IS STAMPED MIX NO 1 1948.
 OR0890'
 OR0890'REFERENCE MARK NO. 2 IS 67.52 FEET NORTH-NORTHWEST OF THE
 OR0890'STATION AND 75 FEET SOUTHWEST OF THE FENCE.  THE MARK PROJECTS
 OR0890'4 INCHES AND THE DISK IS STAMPED MIX NO 2 1948.
 OR0890'
 OR0890'AZIMUTH MARK IS ABOUT 0.6 MILE NORTHWEST OF THE STATION, 3
 OR0890'FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTHWEST OF THE
 OR0890'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OR0890'MIX 1948.
 OR0890'
 OR0890'TO REACH FROM THE MAIN INTERSECTION IN BIJOU HILLS, GO SOUTH
 OR0890'ON HIGHWAY 50 1.7 MILES TO A T ROAD RIGHT, TURN RIGHT (SOUTH)
 OR0890'1.0 MILE TO CROSSROADS, TURN RIGHT (WEST) 5.0 MILES TO CROSSROADS,
 OR0890'CONTINUE STRAIGHT AHEAD ON LITTLE USED ROAD 0.6 MILE, TURN
 OR0890'LEFT, FOLLOWING TRACK ROAD SOUTHWESTERLY ACROSS PASTURE LAND
 OR0890'0.4 MILE TO A POINT WHERE ROAD STARTS DOWN BLUFF, TURN LEFT
 OR0890'ALONG THE TOP OF BLUFF 0.3 MILE TO TWO GATES, PASS THROUGH
 OR0890'RIGHT HAND GATE FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 OR0890'LEFT, CONTINUE ON 0.6 MILE TO A POST WITH TRIANGLE AND THE
 OR0890'STATION.
 OR0890'
 OR0890'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0572 ***********************************************************************
 PU0572  DESIGNATION -  MIXES
 PU0572  PID         -  PU0572
 PU0572  STATE/COUNTY-  SD/PENNINGTON
 PU0572  COUNTRY     -  US
 PU0572  USGS QUAD   -  PEDRO SE (2017)
 PU0572
 PU0572                         *CURRENT SURVEY CONTROL
 PU0572  ______________________________________________________________________
 PU0572* NAD 83(1996) POSITION- 44 15 13.43621(N) 102 02 18.88140(W)   ADJUSTED
 PU0572* NAVD 88 ORTHO HEIGHT -   851.660 (meters)     2794.15  (feet) ADJUSTED
 PU0572  ______________________________________________________________________
 PU0572  GEOID HEIGHT    -        -19.779 (meters)                     GEOID18
 PU0572  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 PU0572  DYNAMIC HEIGHT  -        851.417 (meters)     2793.36  (feet) COMP
 PU0572  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 PU0572
 PU0572  HORZ ORDER      -  THIRD
 PU0572  VERT ORDER      -  SECOND    CLASS 0
 PU0572
 PU0572.The horizontal coordinates were established by classical geodetic methods
 PU0572.and adjusted by the National Geodetic Survey in January 1998.
 PU0572
 PU0572.The orthometric height was determined by differential leveling and
 PU0572.adjusted by the NATIONAL GEODETIC SURVEY
 PU0572.in June 1991.
 PU0572
 PU0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0572.GEOID18 height accuracy estimate available here.
 PU0572
 PU0572.Click photographs - Photos may exist for this station.
 PU0572
 PU0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0572
 PU0572.The dynamic height is computed by dividing the NAVD 88
 PU0572.geopotential number by the normal gravity value computed on the
 PU0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0572.degrees latitude (g = 980.6199 gals.).
 PU0572
 PU0572.The modeled gravity was interpolated from observed gravity values.
 PU0572
 PU0572. The following values were computed from the NAD 83(1996) position.
 PU0572
 PU0572;                    North         East     Units Scale Factor Converg.
 PU0572;SPC SD S     -   214,744.779   463,826.901   MT  0.99996835   -1 10 34.9
 PU0572;SPC SD S     -   704,541.83  1,521,738.76   sFT  0.99996835   -1 10 34.9
 PU0572;UTM  13      - 4,904,320.548   736,418.067   MT  1.00028746   +2 04 03.2
 PU0572;UTM  14      - 4,904,545.824   257,422.187   MT  1.00032375   -2 07 17.3
 PU0572
 PU0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0572!SPC SD S     -   0.99986958  x   0.99996835  =   0.99983793
 PU0572!UTM  13      -   0.99986958  x   1.00028746  =   1.00015700
 PU0572!UTM  14      -   0.99986958  x   1.00032375  =   1.00019329
 PU0572
 PU0572:                Primary Azimuth Mark                     Grid Az
 PU0572:SPC SD S     -  KNODEL                                   196 05 26.4
 PU0572:UTM  13      -  KNODEL                                   192 50 48.3
 PU0572:UTM  14      -  KNODEL                                   197 02 08.8
 PU0572
 PU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3641804320(NAD 83)
 PU0572
 PU0572|---------------------------------------------------------------------|
 PU0572| PID    Reference Object                     Distance      Geod. Az  |
 PU0572|                                                           dddmmss.s |
 PU0572| PU0573 MIXES RM 1                           19.357 METERS 09252     |
 PU0572| PU2174 KNODEL                              APPROX. 6.9 KM 1945451.5 |
 PU0572| PU0571 24 RM                                 5.768 METERS 27842     |
 PU0572| PU0574 MIXES RM 2                           19.088 METERS 35845     |
 PU0572|---------------------------------------------------------------------|
 PU0572
 PU0572                          SUPERSEDED SURVEY CONTROL
 PU0572
 PU0572  NAD 83(1986)-  44 15 13.42858(N)    102 02 18.88314(W) AD(       ) 3
 PU0572  NAD 27      -  44 15 13.48100(N)    102 02 17.33580(W) AD(       ) 3
 PU0572  NGVD 29 (??/??/92)  851.198  (m)         2792.64   (f) ADJ UNCH    2 0
 PU0572  NGVD 29             851.20   (m)         2792.6    (f) LEVELING    3  
 PU0572
 PU0572.Superseded values are not recommended for survey control.
 PU0572
 PU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0572.See file dsdata.pdf to determine how the superseded data were derived.
 PU0572
 PU0572_MARKER: DS = TRIANGULATION STATION DISK
 PU0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0572_STAMPING: MIXES 1961
 PU0572_MARK LOGO: CGS
 PU0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0572+STABILITY: SURFACE MOTION
 PU0572
 PU0572  HISTORY     - Date     Condition        Report By
 PU0572  HISTORY     - 1961     MONUMENTED       CGS
 PU0572  HISTORY     - 1962     GOOD             CGS
 PU0572
 PU0572                          STATION DESCRIPTION
 PU0572
 PU0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU0572'THE STATION IS ABOUT 18 MILES NORTH OF QUINN, 3 1.4 MILES SOUTH
 PU0572'OF THE PLEASANT VIEW SCHOOL, ON THE RANCH PROPERTY OF MR. MARION
 PU0572'RENNER, ON THE EAST SIDE OF A NORTH-SOUTH GRAVELED ROAD, AT A
 PU0572'POINT WHERE THE ROAD BEGINS A SHARP DESCENT TO THE SOUTH.
 PU0572'
 PU0572'TO REACH THE STATION FROM THE POST OFFICE IN QUINN, DRIVE NORTH
 PU0572'ON THE MACADAM, THENCE GRAVELED, SURFACED ROAD FOR 13.7 MILES
 PU0572'TO A T-ROAD INTERSECTION.  KEEP RIGHT WITH THE GRAVELED ROAD
 PU0572'AND DRIVE EAST FOR 1.4 MILES TO A CROSSROAD.  TURN LEFT AND
 PU0572'CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 6.8 MILES TO A HIGH
 PU0572'SUMMIT AND A CATTLEGUARD.  CROSS THE CATTLE-GUARD, TURN SHARP
 PU0572'RIGHT, PASS THROUGH A GATE ON THE NORTH SIDE OF A NORTHWEST
 PU0572'FENCE CORNER, THENCE DRIVE SOUTH FOR 0.05 MILE TO THE STATION.
 PU0572'
 PU0572'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED MIXES 1961,
 PU0572'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0572'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 PU0572'GROUND.  IT IS 63.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 PU0572'POST WITH SIGN, 63.0 FEET EAST OF THE CENTER OF THE GRAVELED
 PU0572'ROAD AND 31.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE.
 PU0572'
 PU0572'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED MIXES
 PU0572'1961, IS SET IN THE TOP OF A MASS OF CONCRETE 47 INCHES BELOW
 PU0572'THE SURFACE OF THE GROUND.
 PU0572'
 PU0572'REFERENCE MARK 1, A STANDARD DISK STAMPED MIXES NO 1 1961,
 PU0572'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0572'IN DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT
 PU0572'THE SAME ELEVATION AS THE STATION MARK.
 PU0572'
 PU0572'REFERENCE MARK 2, A STANDARD DISK STAMPED MIXES NO 2 1961,
 PU0572'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0572'IN DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT
 PU0572'8 INCHES LOWER IN ELEVATION THAN THE STATION MARK.  IT IS 33.5
 PU0572'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1.5 FEET EAST OF
 PU0572'A METAL WITNESS POST AND 12 INCHES EAST OF THE EAST RIGHT-OF-WAY
 PU0572'FENCE.
 PU0572'
 PU0572'THE BENCH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 PU0572'STAMPED 24 RM 1950.  THE DISK IS SET IN THE TOP OF A CYLINDRICAL
 PU0572'CONCRETE MONUMENT, 8 INCHES IN DIAMETER, PROJECTING 4 INCHES
 PU0572'ABOVE THE SURFACE OF THE GROUND.  IT IS 11.0 FEET EAST OF THE
 PU0572'EAST RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS THE
 PU0572'STATION MARK.
 PU0572'
 PU0572'THE PICTURE POINT IS THE CENTER FENCE POST OF THREE WHICH
 PU0572'ARE REINFORCED WITH HORIZONTAL WOODEN BRACES AND FORM A FENCE
 PU0572'CORNER.  THE FENCE CORNER IS 32.0 FEET EAST OF THE CENTER
 PU0572'OF THE GRAVELED ROAD, AT THE TOP EDGE OF A CUT-BANK, ABOUT 5
 PU0572'FEET HIGHER IN ELEVATION THAN THE SURFACE OF THE ROAD AND
 PU0572'AT A POINT WHERE THE FENCE AND ROAD CURVE TO THE SOUTHEAST TO
 PU0572'BEGIN A DESCENT INTO THE VALLEY TO THE SOUTH.
 PU0572
 PU0572                          STATION RECOVERY (1962)
 PU0572
 PU0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0572'15.3 MI SW FROM HILLAND.
 PU0572'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0572'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0572'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED ROAD, THENCE 0.2 MILE
 PU0572'NORTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED
 PU0572'ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PU0572'4.1 MILES SOUTH ALONG A GRAVELED ROAD, AT THE CREST OF A HILL,
 PU0572'ON THE INSIDE OF A CURVE, 65 FEET EAST OF THE CENTER LINE OF
 PU0572'THE ROAD, 28 FEET EAST OF A FENCE, 63.2 FEET SOUTHEAST OF A METAL
 PU0572'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 PU0572'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0573 ***********************************************************************
 PU0573  DESIGNATION -  MIXES RM 1
 PU0573  PID         -  PU0573
 PU0573  STATE/COUNTY-  SD/PENNINGTON
 PU0573  COUNTRY     -  US
 PU0573  USGS QUAD   -  PEDRO SE (2017)
 PU0573
 PU0573                         *CURRENT SURVEY CONTROL
 PU0573  ______________________________________________________________________
 PU0573* NAD 83(1986) POSITION- 44 15 13.40   (N) 102 02 18.01   (W)   HD_HELD1
 PU0573* NAVD 88 ORTHO HEIGHT -   851.292 (meters)     2792.95  (feet) ADJUSTED
 PU0573  ______________________________________________________________________
 PU0573  GEOID HEIGHT    -        -19.780 (meters)                     GEOID18
 PU0573  DYNAMIC HEIGHT  -        851.050 (meters)     2792.15  (feet) COMP
 PU0573  MODELED GRAVITY -    980,304.3   (mgal)                       NAVD 88
 PU0573
 PU0573  VERT ORDER      -  SECOND    CLASS 0
 PU0573
 PU0573.The horizontal coordinates were determined by differentially corrected
 PU0573.hand held GPS observations or other comparable positioning techniques
 PU0573.and have an estimated accuracy of +/- 3 meters.
 PU0573
 PU0573.The orthometric height was determined by differential leveling and
 PU0573.adjusted by the NATIONAL GEODETIC SURVEY
 PU0573.in June 1991.
 PU0573
 PU0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0573.GEOID18 height accuracy estimate available here.
 PU0573
 PU0573.Click photographs - Photos may exist for this station.
 PU0573
 PU0573.The dynamic height is computed by dividing the NAVD 88
 PU0573.geopotential number by the normal gravity value computed on the
 PU0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0573.degrees latitude (g = 980.6199 gals.).
 PU0573
 PU0573.The modeled gravity was interpolated from observed gravity values.
 PU0573
 PU0573;                    North         East    Units  Estimated Accuracy
 PU0573;SPC SD S     -   214,743.3     463,846.2     MT  (+/- 3 meters HH1 GPS) 
 PU0573
 PU0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3643704320(NAD 83)
 PU0573
 PU0573                          SUPERSEDED SURVEY CONTROL
 PU0573
 PU0573  NGVD 29 (??/??/92)  850.830  (m)         2791.43   (f) ADJ UNCH    2 0
 PU0573
 PU0573.Superseded values are not recommended for survey control.
 PU0573
 PU0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0573.See file dsdata.pdf to determine how the superseded data were derived.
 PU0573
 PU0573_MARKER: DR = REFERENCE MARK DISK
 PU0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0573_STAMPING: MIXES NO 1961
 PU0573_MARK LOGO: CGS
 PU0573_PROJECTION: FLUSH
 PU0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0573+STABILITY: SURFACE MOTION
 PU0573
 PU0573  HISTORY     - Date     Condition        Report By
 PU0573  HISTORY     - 1961     MONUMENTED       CGS
 PU0573  HISTORY     - 1962     GOOD             CGS
 PU0573
 PU0573                          STATION DESCRIPTION
 PU0573
 PU0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0573'15.3 MI SW FROM HILLAND.
 PU0573'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0573'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0573'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED ROAD, THENCE 0.2
 PU0573'MILE NORTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0573'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0573'THENCE 4.1 MILES SOUTH ALONG A GRAVELED ROAD, AT THE CREST OF
 PU0573'A HILL, ON THE INSIDE OF A CURVE, 128 FEET EAST OF THE CENTER
 PU0573'LINE OF THE ROAD, 91 FEET EAST OF A FENCE, 63.6 FEET EAST OF
 PU0573'MIXES 1961, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PU0573'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0574 ***********************************************************************
 PU0574  DESIGNATION -  MIXES RM 2
 PU0574  PID         -  PU0574
 PU0574  STATE/COUNTY-  SD/PENNINGTON
 PU0574  COUNTRY     -  US
 PU0574  USGS QUAD   -  PEDRO SE (2017)
 PU0574
 PU0574                         *CURRENT SURVEY CONTROL
 PU0574  ______________________________________________________________________
 PU0574* NAD 83(1986) POSITION- 44 15 14.05   (N) 102 02 18.90   (W)   HD_HELD1
 PU0574* NAVD 88 ORTHO HEIGHT -   851.368 (meters)     2793.20  (feet) ADJUSTED
 PU0574  ______________________________________________________________________
 PU0574  GEOID HEIGHT    -        -19.779 (meters)                     GEOID18
 PU0574  DYNAMIC HEIGHT  -        851.126 (meters)     2792.40  (feet) COMP
 PU0574  MODELED GRAVITY -    980,304.3   (mgal)                       NAVD 88
 PU0574
 PU0574  VERT ORDER      -  SECOND    CLASS 0
 PU0574
 PU0574.The horizontal coordinates were determined by differentially corrected
 PU0574.hand held GPS observations or other comparable positioning techniques
 PU0574.and have an estimated accuracy of +/- 3 meters.
 PU0574
 PU0574.The orthometric height was determined by differential leveling and
 PU0574.adjusted by the NATIONAL GEODETIC SURVEY
 PU0574.in June 1991.
 PU0574
 PU0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0574.GEOID18 height accuracy estimate available here.
 PU0574
 PU0574.Click photographs - Photos may exist for this station.
 PU0574
 PU0574.The dynamic height is computed by dividing the NAVD 88
 PU0574.geopotential number by the normal gravity value computed on the
 PU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0574.degrees latitude (g = 980.6199 gals.).
 PU0574
 PU0574.The modeled gravity was interpolated from observed gravity values.
 PU0574
 PU0574;                    North         East    Units  Estimated Accuracy
 PU0574;SPC SD S     -   214,763.7     463,826.9     MT  (+/- 3 meters HH1 GPS) 
 PU0574
 PU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3641604339(NAD 83)
 PU0574
 PU0574                          SUPERSEDED SURVEY CONTROL
 PU0574
 PU0574  NGVD 29 (??/??/92)  850.906  (m)         2791.68   (f) ADJ UNCH    2 0
 PU0574
 PU0574.Superseded values are not recommended for survey control.
 PU0574
 PU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0574.See file dsdata.pdf to determine how the superseded data were derived.
 PU0574
 PU0574_MARKER: DR = REFERENCE MARK DISK
 PU0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0574_STAMPING: MIXES NO 2 1961
 PU0574_MARK LOGO: CGS
 PU0574_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0574+STABILITY: SURFACE MOTION
 PU0574
 PU0574  HISTORY     - Date     Condition        Report By
 PU0574  HISTORY     - 1961     MONUMENTED       CGS
 PU0574  HISTORY     - 1962     GOOD             CGS
 PU0574
 PU0574                          STATION DESCRIPTION
 PU0574
 PU0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0574'15.3 MI SW FROM HILLAND.
 PU0574'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0574'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0574'THENCE 3.0 MILES WEST ALONG A GRADED ROAD, THENCE 0.2 MILE
 PU0574'NORTH ALONG A GRADED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED
 PU0574'ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PU0574'4.1 MILES SOUTH ALONG A GRAVELED ROAD, AT THE CREST OF A HILL,
 PU0574'ON THE INSIDE OF A CURVE, 44 FEET EAST OF THE CENTER LINE OF THE
 PU0574'ROAD, 1 FOOT EAST OF A FENCE, 62.5 FEET NORTH-NORTHWEST OF MIXES
 PU0574'1961, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 PU0574'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0574'PROJECTING 3 INCHES.  NOTE-- THIS MARK IS 1.15 MILES NORTH OF
 PU0574'B.M. D 384 WHICH IS DESCRIBED ALONG A DIFFERENT ROUTE FROM
 PU0574'HILLAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0815 ***********************************************************************
 QS0815  DESIGNATION -  MOBRIDGE
 QS0815  PID         -  QS0815
 QS0815  STATE/COUNTY-  SD/CORSON
 QS0815  COUNTRY     -  US
 QS0815  USGS QUAD   -  WAKPALA SE (2017)
 QS0815
 QS0815                         *CURRENT SURVEY CONTROL
 QS0815  ______________________________________________________________________
 QS0815* NAD 83(1996) POSITION- 45 32 58.78371(N) 100 30 12.69790(W)   ADJUSTED
 QS0815* NAVD 88 ORTHO HEIGHT -   549.76  (+/-2cm)     1803.7   (feet) VERTCON3
 QS0815  ______________________________________________________________________
 QS0815  GEOID HEIGHT    -        -21.722 (meters)                     GEOID18
 QS0815  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 QS0815  HORZ ORDER      -  FIRST
 QS0815  VERT ORDER      -  THIRD ? (See Below)
 QS0815
 QS0815.The horizontal coordinates were established by classical geodetic methods
 QS0815.and adjusted by the National Geodetic Survey in January 1998.
 QS0815
 QS0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0815
 QS0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0815.GEOID18 height accuracy estimate available here.
 QS0815
 QS0815.The vertical order pertains to the NGVD 29 superseded value.
 QS0815
 QS0815.Click photographs - Photos may exist for this station.
 QS0815
 QS0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0815
 QS0815. The following values were computed from the NAD 83(1996) position.
 QS0815
 QS0815;                    North         East     Units Scale Factor Converg.
 QS0815;SPC SD N     -   190,849.791   560,681.062   MT  0.99997694   -0 21 22.9
 QS0815;SPC SD N     -   626,146.36  1,839,501.12   sFT  0.99997694   -0 21 22.9
 QS0815;UTM  14      - 5,045,113.229   382,637.780   MT  0.99976935   -1 04 24.3
 QS0815
 QS0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0815!SPC SD N     -   0.99991722  x   0.99997694  =   0.99989417
 QS0815!UTM  14      -   0.99991722  x   0.99976935  =   0.99968659
 QS0815
 QS0815:                Primary Azimuth Mark                     Grid Az
 QS0815:SPC SD N     -  MOBRIDGE AZ MK                           148 55 11.6
 QS0815:UTM  14      -  MOBRIDGE AZ MK                           149 38 13.0
 QS0815
 QS0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8263745113(NAD 83)
 QS0815
 QS0815|---------------------------------------------------------------------|
 QS0815| PID    Reference Object                     Distance      Geod. Az  |
 QS0815|                                                           dddmmss.s |
 QS0815| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX. 5.9 KM 1065939.1 |
 QS0815| CO6425 MOBRIDGE AZ MK                                     1483348.7 |
 QS0815| QS0705 SAKAKAWEA MONUMENT                  APPROX. 3.9 KM 1621158.8 |
 QS0815| CO6426 MOBRIDGE RM 1                        29.581 METERS 17506     |
 QS0815| CO6427 MOBRIDGE RM 2                        33.103 METERS 28645     |
 QS0815|---------------------------------------------------------------------|
 QS0815
 QS0815                          SUPERSEDED SURVEY CONTROL
 QS0815
 QS0815  NAD 83(1986)-  45 32 58.77453(N)    100 30 12.69589(W) AD(       ) 1
 QS0815  NAD 27      -  45 32 58.79200(N)    100 30 11.19800(W) AD(       ) 1
 QS0815  NGVD 29             549.40   (m)         1802.5    (f) LEVELING    3  
 QS0815
 QS0815.Superseded values are not recommended for survey control.
 QS0815
 QS0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0815.See file dsdata.pdf to determine how the superseded data were derived.
 QS0815
 QS0815_MARKER: DS = TRIANGULATION STATION DISK
 QS0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0815_STAMPING: MOBRIDGE 1934
 QS0815_MARK LOGO: CGS
 QS0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0815+STABILITY: SURFACE MOTION
 QS0815
 QS0815  HISTORY     - Date     Condition        Report By
 QS0815  HISTORY     - 1934     MONUMENTED       CGS
 QS0815  HISTORY     - 1945     GOOD             CGS
 QS0815  HISTORY     - 1947     GOOD             CGS
 QS0815  HISTORY     - 1969     GOOD             USAF
 QS0815  HISTORY     - 1976     GOOD             SDDT
 QS0815
 QS0815                          STATION DESCRIPTION
 QS0815
 QS0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0815'STATION IS LOCATED ON HIGH GROUND ABOUT 4 MILES (AIR LINE)
 QS0815'WNW OF MOBRIDGE, 2 MILES W OF THE MISSOURI RIVER, 2-3/4 MILES
 QS0815'BY ROAD, N OF THE PROMINENT CONCRETE SHAFT MONUMENT (SAKAKAWEA
 QS0815'MONUMENT), 39 FEET E OF U.S. HIGHWAY 12, AND 4 FEET E OF
 QS0815'RIGHT-OF-WAY FENCE LINE.  IT IS ON THE HIGHEST POINT IN THE
 QS0815'VICINITY REACHED BY THE HIGHWAY.
 QS0815'
 QS0815'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QS0815'BRONZE DISKS SET IN CONCRETE.
 QS0815'
 QS0815'REFERENCE MARK NO. 1 IS SW OF THE STATION AND 38 FEET W OF
 QS0815'THE HIGHWAY.
 QS0815'
 QS0815'REFERENCE MARK NO. 2 IS NW OF THE STATION AND 35 FEET W OF
 QS0815'THE HIGHWAY.
 QS0815'
 QS0815'THE AZIMUTH MARK IS S OF THE STATION.  IT IS 40 FEET E OF
 QS0815'U.S. HIGHWAY 12, AND 4 FEET E OF THE RIGHT-OF-WAY FENCE LINE.
 QS0815'
 QS0815'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0815
 QS0815                          STATION RECOVERY (1945)
 QS0815
 QS0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0815'STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND ALL
 QS0815'MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QS0815'
 QS0815'STATION IS LOCATED ABOUT 4.0 MILES WNW OF THE CITY OF MOBRIDGE,
 QS0815'2.0 MILES W OF THE MISSOURI RIVER, AND 39 FEET N OF THE APPROXIMATE
 QS0815'CENTER LINE OF A GRAVELED ROAD.  THE MARK PROJECTS 2 INCHES
 QS0815'AND THE DISK IS STAMPED MOBRIDGE 1934.
 QS0815'
 QS0815'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 QS0815'DISKS SET IN CONCRETE.
 QS0815'
 QS0815'REFERENCE MARK 1 IS 29.581 METERS (97.05 FEET) S OF THE
 QS0815'STATION AND 38 FEET W OF THE APPROXIMATE CENTER LINE OF A
 QS0815'GRAVELED ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 QS0815'STAMPED MOBRIDGE NO 1 1934.
 QS0815'
 QS0815'REFERENCE MARK 2 IS 33.103 METERS (108.61 FEET) WNW OF THE
 QS0815'STATION AND 35 FEET W OF THE APPROXIMATE CENTER LINE OF A
 QS0815'GRAVELED ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 QS0815'STAMPED MOBRIDGE NO 2 1934.
 QS0815'
 QS0815'AZIMUTH MARK IS 0.5 MILE SSE OF THE STATION, 45 FEET E OF THE
 QS0815'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 4 FEET E OF
 QS0815'A N-S FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 QS0815'IS STAMPED MOBRIDGE AZIMUTH 1934.
 QS0815'
 QS0815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QS0815'AND MOBRIDGE MAIN STREET, GO W ON U.S. HIGHWAY 12 FOR 3.05
 QS0815'MILES TO THE JUNCTION OF STATE HIGHWAY 8.  TURN RIGHT ON A
 QS0815'GRAVELED ROAD AND GO N FOR 2.4 MILES TO THE AZIMUTH MARK ON
 QS0815'THE RIGHT AS DESCRIBED.  CONTINUE ON NNW FOR 0.5 MILE AND
 QS0815'THE STATION ON THE RIGHT AS DESCRIBED.
 QS0815'
 QS0815'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 QS0815
 QS0815                          STATION RECOVERY (1947)
 QS0815
 QS0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 QS0815'RECOVERED AS DESCRIBED BY J.C.P. IN 1945, ALL MARKS IN GOOD
 QS0815'CONDITION.  DESCRIPTION ADEQUATE.
 QS0815
 QS0815                          STATION RECOVERY (1969)
 QS0815
 QS0815'RECOVERY NOTE BY US AIR FORCE 1969
 QS0815'STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 QS0815'IN GOOD CONDITION.
 QS0815'
 QS0815'DUE TO HIGHWAY ALTERATIONS, A NEW ROUTE DESCRIPTION IS AS
 QS0815'FOLLOWS--
 QS0815'
 QS0815'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MOBRIDGE,
 QS0815'SOUTH DAKOTA, GO NORTH ONE BLOCK TO THE INTERSECTION OF MAIN
 QS0815'STREET AND U.S. HIGHWAY 12/STATE HIGHWAY 20.  THENCE, LEFT
 QS0815'(WEST) ON HIGHWAY 12/20 FOR 5.35 MILES TO A MACADAM ROAD LEFT
 QS0815'(SOUTH), LEADING TO THE BURIAL SITE OF SITTING BULL.  TURN
 QS0815'LEFT FOR 1.4 MILE TO A WIRE GATE ON THE RIGHT.  (TO REACH THE
 QS0815'AZIMUTH MARK FROM THIS POINT, CONTINUE 1/2 MILE TO A WIRE
 QS0815'GATE LEFT.  ENTER GATE, AND 0.1 MILE TO OLD ROADBED.  FOLLOW
 QS0815'ROADBED FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT).
 QS0815'ENTER WIRE GATE, TURN LEFT (SOUTH) 0.15 MILE TO OLD ROADBED.
 QS0815'DRIVE ON ROADBED FOR 0.35 MILE TO RIDGELINE AND STATION ON
 QS0815'THE RIGHT (EAST).
 QS0815
 QS0815                          STATION RECOVERY (1976)
 QS0815
 QS0815'RECOVERY NOTE BY SD DEPT OF TRANSP 1976 (LC)
 QS0815'TRI. MOBRIDGE 1934 RECOVERED GOOD.
 QS0815'
 QS0815'MOBRIDGE AZI 1934 RECOVERED GOOD.
 QS0815'
 QS0815'REF NO. 1 RECOVERED GOOD.
 QS0815'
 QS0815'REF NO. 2 RECOVERED GOOD.
 QS0815'
 QS0815'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST NORTHWEST
 QS0815'OF MOBRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0706 ***********************************************************************
 QS0706  DESIGNATION -  MOBRIDGE CATH CH SPIRE
 QS0706  PID         -  QS0706
 QS0706  STATE/COUNTY-  SD/WALWORTH
 QS0706  COUNTRY     -  US
 QS0706  USGS QUAD   -  MOBRIDGE (2017)
 QS0706
 QS0706                         *CURRENT SURVEY CONTROL
 QS0706  ______________________________________________________________________
 QS0706* NAD 83(1996) POSITION- 45 32 16.64621(N) 100 27 12.41189(W)   ADJUSTED
 QS0706  ______________________________________________________________________
 QS0706  GEOID HEIGHT    -        -21.807 (meters)                     GEOID18
 QS0706  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 QS0706  HORZ ORDER      -  THIRD
 QS0706
 QS0706.The horizontal coordinates were established by classical geodetic methods
 QS0706.and adjusted by the National Geodetic Survey in January 1998.
 QS0706
 QS0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0706.GEOID18 height accuracy estimate available here.
 QS0706
 QS0706.Click photographs - Photos may exist for this station.
 QS0706
 QS0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0706
 QS0706. The following values were computed from the NAD 83(1996) position.
 QS0706
 QS0706;                    North         East     Units Scale Factor Converg.
 QS0706;SPC SD N     -   189,525.823   564,584.287   MT  0.99997518   -0 19 15.3
 QS0706;SPC SD N     -   621,802.64  1,852,306.95   sFT  0.99997518   -0 19 15.3
 QS0706;UTM  14      - 5,043,740.826   386,523.312   MT  0.99975832   -1 02 14.8
 QS0706
 QS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8652343740(NAD 83)
 QS0706
 QS0706                          SUPERSEDED SURVEY CONTROL
 QS0706
 QS0706  NAD 83(1986)-  45 32 16.63678(N)    100 27 12.40939(W) AD(       ) 3
 QS0706  NAD 27      -  45 32 16.66000(N)    100 27 10.91000(W) AD(       ) 3
 QS0706
 QS0706.Superseded values are not recommended for survey control.
 QS0706
 QS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0706.See file dsdata.pdf to determine how the superseded data were derived.
 QS0706
 QS0706_MARKER: 90 = CHURCH SPIRE
 QS0706
 QS0706  HISTORY     - Date     Condition        Report By
 QS0706  HISTORY     - 1934     FIRST OBSERVED   CGS
 QS0706
 QS0706                          STATION DESCRIPTION
 QS0706
 QS0706'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0707 ***********************************************************************
 QS0707  DESIGNATION -  MOBRIDGE MUNICIPAL TANK
 QS0707  PID         -  QS0707
 QS0707  STATE/COUNTY-  SD/WALWORTH
 QS0707  COUNTRY     -  US
 QS0707  USGS QUAD   -  MOBRIDGE (2017)
 QS0707
 QS0707                         *CURRENT SURVEY CONTROL
 QS0707  ______________________________________________________________________
 QS0707* NAD 83(1996) POSITION- 45 32 03.25797(N) 100 25 54.56243(W)   ADJUSTED
 QS0707  ______________________________________________________________________
 QS0707  GEOID HEIGHT    -        -21.841 (meters)                     GEOID18
 QS0707  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 QS0707  HORZ ORDER      -  THIRD
 QS0707
 QS0707.The horizontal coordinates were established by classical geodetic methods
 QS0707.and adjusted by the National Geodetic Survey in January 1998.
 QS0707
 QS0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0707.GEOID18 height accuracy estimate available here.
 QS0707
 QS0707.Click photographs - Photos may exist for this station.
 QS0707
 QS0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0707
 QS0707. The following values were computed from the NAD 83(1996) position.
 QS0707
 QS0707;                    North         East     Units Scale Factor Converg.
 QS0707;SPC SD N     -   189,103.272   566,271.036   MT  0.99997463   -0 18 20.2
 QS0707;SPC SD N     -   620,416.32  1,857,840.89   sFT  0.99997463   -0 18 20.2
 QS0707;UTM  14      - 5,043,297.314   388,204.277   MT  0.99975366   -1 01 19.0
 QS0707
 QS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8820443297(NAD 83)
 QS0707
 QS0707                          SUPERSEDED SURVEY CONTROL
 QS0707
 QS0707  NAD 83(1986)-  45 32 03.24846(N)    100 25 54.56032(W) AD(       ) 3
 QS0707  NAD 27      -  45 32 03.26900(N)    100 25 53.07500(W) AD(       ) 3
 QS0707
 QS0707.Superseded values are not recommended for survey control.
 QS0707
 QS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0707.See file dsdata.pdf to determine how the superseded data were derived.
 QS0707
 QS0707_MARKER: 53 = ELEVATED TANK
 QS0707
 QS0707  HISTORY     - Date     Condition        Report By
 QS0707  HISTORY     - 1945     FIRST OBSERVED   CGS
 QS0707  HISTORY     - 1948     GOOD             CGS
 QS0707  HISTORY     - 1969     GOOD             USAF
 QS0707
 QS0707                          STATION DESCRIPTION
 QS0707
 QS0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0707'STATION IS LOCATED NEAR THE CENTER OF THE CITY OF MOBRIDGE
 QS0707'AND APPROXIMATELY 36 FEET S OF SECOND EAST STREET.  THE WATER
 QS0707'TANK IS A FOUR-LEGGED STEEL STRUCTURE 118 FEET HIGH AND PAINTED
 QS0707'BLACK WITH THE ROOF OF THE TANK PAINTED SILVER.  THE APEX
 QS0707'OF THE ROOF WAS THE POINT INTERSECTED.
 QS0707'
 QS0707'THIS IS AN INTERSECTION STATION.
 QS0707
 QS0707                          STATION RECOVERY (1948)
 QS0707
 QS0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0707'THIS IS AN INTERSECTION STATION.  THE ORIGINAL DESCRIPTION
 QS0707'IS CORRECT AND ADEQUATE.
 QS0707'
 QS0707'THE STATION IS THE APEX OF THE ROOF OF THE FOUR-LEGGED STEEL
 QS0707'WATER TANK LOCATED NEAR THE CENTER OF TOWN ON SECOND EAST
 QS0707'STREET.  IT IS ESTIMATED TO BE 125 FEET HIGH.
 QS0707
 QS0707                          STATION RECOVERY (1969)
 QS0707
 QS0707'RECOVERY NOTE BY US AIR FORCE 1969
 QS0707'THE WATER TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0912 ***********************************************************************
 OR0912  DESIGNATION -  MOCCASIN
 OR0912  PID         -  OR0912
 OR0912  STATE/COUNTY-  SD/TRIPP
 OR0912  COUNTRY     -  US
 OR0912  USGS QUAD   -  RATTLESNAKE BUTTE WEST (2017)
 OR0912
 OR0912                         *CURRENT SURVEY CONTROL
 OR0912  ______________________________________________________________________
 OR0912* NAD 83(1996) POSITION- 43 27 16.51393(N) 099 39 45.82082(W)   ADJUSTED
 OR0912* NAVD 88 ORTHO HEIGHT -   684.    (meters)     2244.    (feet) SCALED
 OR0912  ______________________________________________________________________
 OR0912  GEOID HEIGHT    -        -25.778 (meters)                     GEOID18
 OR0912  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 OR0912  HORZ ORDER      -  FIRST
 OR0912
 OR0912.The horizontal coordinates were established by classical geodetic methods
 OR0912.and adjusted by the National Geodetic Survey in January 1998.
 OR0912
 OR0912.The orthometric height was scaled from a topographic map.
 OR0912
 OR0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0912.GEOID18 height accuracy estimate available here.
 OR0912
 OR0912.Click photographs - Photos may exist for this station.
 OR0912
 OR0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0912
 OR0912. The following values were computed from the NAD 83(1996) position.
 OR0912
 OR0912;                    North         East     Units Scale Factor Converg.
 OR0912;SPC SD S     -   124,780.186   654,271.540   MT  0.99991094   +0 27 45.4
 OR0912;SPC SD S     -   409,382.99  2,146,555.88   sFT  0.99991094   +0 27 45.4
 OR0912;UTM  14      - 4,811,511.226   446,381.994   MT  0.99963536   -0 27 21.0
 OR0912
 OR0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0912!SPC SD S     -   0.99989673  x   0.99991094  =   0.99980768
 OR0912!UTM  14      -   0.99989673  x   0.99963536  =   0.99953213
 OR0912
 OR0912:                Primary Azimuth Mark                     Grid Az
 OR0912:SPC SD S     -  MOCCASIN AZ MK                           243 12 22.8
 OR0912:UTM  14      -  MOCCASIN AZ MK                           244 07 29.2
 OR0912
 OR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4638111511(NAD 83)
 OR0912
 OR0912|---------------------------------------------------------------------|
 OR0912| PID    Reference Object                     Distance      Geod. Az  |
 OR0912|                                                           dddmmss.s |
 OR0912| CO3301 MOCCASIN RM 1                         8.821 METERS 03115     |
 OR0912| CO3302 MOCCASIN RM 2                         3.984 METERS 17554     |
 OR0912| OR0909 COLOME MUNICIPAL TANK               APPROX.22.1 KM 1922503.8 |
 OR0912| CO3300 MOCCASIN AZ MK                                     2434008.2 |
 OR0912|---------------------------------------------------------------------|
 OR0912
 OR0912                          SUPERSEDED SURVEY CONTROL
 OR0912
 OR0912  NAD 83(1995)-  43 27 16.51221(N)    099 39 45.82528(W) AD(       ) 1
 OR0912  NAD 83(1986)-  43 27 16.51458(N)    099 39 45.82958(W) AD(       ) 1
 OR0912  NAD 27      -  43 27 16.52000(N)    099 39 44.42900(W) AD(       ) 1
 OR0912
 OR0912.Superseded values are not recommended for survey control.
 OR0912
 OR0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0912.See file dsdata.pdf to determine how the superseded data were derived.
 OR0912
 OR0912_MARKER: DS = TRIANGULATION STATION DISK
 OR0912_SETTING: 66 = SET IN ROCK OUTCROP
 OR0912_STAMPING: MOCCASIN 1936
 OR0912_MARK LOGO: CGS
 OR0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0912+STABILITY: POSITION/ELEVATION WELL
 OR0912
 OR0912  HISTORY     - Date     Condition        Report By
 OR0912  HISTORY     - 1936     MONUMENTED       CGS
 OR0912
 OR0912                          STATION DESCRIPTION
 OR0912
 OR0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0912'ABOUT 16 MILES BY ROAD AND 13 MILES AIRLINE, NORTH OF COLOME,
 OR0912'ABOUT 10-1/2 MILES AIRLINE, AND ABOUT 17 MILES BY ROAD
 OR0912'NORTHWEST OF DIXON, ON HIGHEST POINT OF PROMINENT, ROCKY,
 OR0912'PASTURE HILL, OWNED BY HOGHACKS, AN INDIAN.  THE HILL RUNS
 OR0912'NORTH AND SOUTH AND THE STATION IS NEARER THE SOUTH END OF HILL,
 OR0912'82 FEET WEST OF BARBED WIRE FENCE WITH IRON POSTS, NEAR WEST
 OR0912'BRINK OF HILL.  SURFACE MARK SET AS DESCRIBED.  THERE
 OR0912'IS NO UNDERGROUND MARK.
 OR0912'
 OR0912'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION IN ROCK OUTCROP.
 OR0912'
 OR0912'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN ROCK OUTCROP.
 OR0912'DISTANCE BETWEEN REFERENCE MARKS IS 40.30 FEET.
 OR0912'
 OR0912'THE AZIMUTH MARK IS WEST-SOUTHWEST OF STATION, ABOUT 25 YARDS
 OR0912'SOUTH OF SMALL WHITE HOUSE, IN FENCE LINE, 10 FEET WEST OF FENCE
 OR0912'END POST, 50 FEET WEST OF CENTERLINE OF SECTION-LINE ROAD.  THE
 OR0912'MARK PROJECTS 3 INCHES.
 OR0912'
 OR0912'TO REACH THE STATION FROM COLOME, GO NORTH ON SECTION-LINE
 OR0912'ROAD FROM TRESCILN AND RANDLE ELEVATOR FOR 0.8 MILE, TURN
 OR0912'EAST WITH MAIN TRAVEL AND GO 1.0 MILE, TURN NORTH AND GO 12
 OR0912'MILES TO CROSSROADS, THENCE EAST 1.0 MILE TO T-INTERSECTION,
 OR0912'THENCE NORTH 0.5 MILE TO FARM ROAD EAST DIRECTLY EAST OF SMALL
 OR0912'WHITE HOUSE ON WEST SIDE OF ROAD, TURN EAST ON FARM ROAD AND
 OR0912'GO 0.1 MILE TO FORKS, TAKE LEFT FORK AND GO 0.1 MILE TO
 OR0912'WINDMILL.  PASS AROUND WINDMILL AND FOLLOW DIM ROAD AROUND NORTH
 OR0912'END OF SMALL HILL 0.1 MILE TO NORTH-SOUTH FENCE LINE, PASS
 OR0912'THROUGH FENCE AND FOLLOW DIM ROAD EAST 0.25 MILE TO BOTTOM
 OR0912'OF HILL, THENCE NORTH ALONG BOTTOM OF HILL 0.15 MILE AND
 OR0912'END OF TRUCK TRAVEL.  PACK DIRECTLY EAST TO TOP OF HILL AND
 OR0912'STATION (ABOUT 50 YARDS).  TO REACH FROM DIXON GO WEST 11.05
 OR0912'MILES TO CROSSROADS, THENCE NORTH 4.45 MILES TO CROSSROADS,
 OR0912'THENCE EAST 1.0 MILE TO T-INTERSECTION, THENCE NORTH 0.5 MILE
 OR0912'TO FARMHOUSE AND THEN AS ABOVE.
 OR0912'
 OR0912'SIGNALS ON THE GROUND AT COLOME, WINNER, STATE, LODGE, AND
 OR0912'BULL ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OR0912'
 OR0912'HEIGHT OF LIGHT ABOVE STATION MARK - 2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0733 ***********************************************************************
 OQ0733  DESIGNATION -  MOE
 OQ0733  PID         -  OQ0733
 OQ0733  STATE/COUNTY-  SD/LINCOLN
 OQ0733  COUNTRY     -  US
 OQ0733  USGS QUAD   -  ALCESTER NW (2017)
 OQ0733
 OQ0733                         *CURRENT SURVEY CONTROL
 OQ0733  ______________________________________________________________________
 OQ0733* NAD 83(1996) POSITION- 43 09 54.03117(N) 096 38 05.42753(W)   ADJUSTED
 OQ0733* NAVD 88 ORTHO HEIGHT -   477.31  (+/-2cm)     1566.0   (feet) VERTCON3
 OQ0733  ______________________________________________________________________
 OQ0733  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 OQ0733  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 OQ0733  HORZ ORDER      -  SECOND
 OQ0733  VERT ORDER      -  THIRD ? (See Below)
 OQ0733
 OQ0733.The horizontal coordinates were established by classical geodetic methods
 OQ0733.and adjusted by the National Geodetic Survey in January 1998.
 OQ0733
 OQ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0733
 OQ0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0733.GEOID18 height accuracy estimate available here.
 OQ0733
 OQ0733.The vertical order pertains to the NGVD 29 superseded value.
 OQ0733
 OQ0733.Click photographs - Photos may exist for this station.
 OQ0733
 OQ0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0733
 OQ0733. The following values were computed from the NAD 83(1996) position.
 OQ0733
 OQ0733;                    North         East     Units Scale Factor Converg.
 OQ0733;SPC SD S     -    99,086.974   900,652.342   MT  0.99993799   +2 33 05.1
 OQ0733;SPC SD S     -   325,087.85  2,954,890.23   sFT  0.99993799   +2 33 05.1
 OQ0733;UTM  14      - 4,781,854.566   692,267.126   MT  1.00005477   +1 37 06.6
 OQ0733
 OQ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0733!SPC SD S     -   0.99992927  x   0.99993799  =   0.99986726
 OQ0733!UTM  14      -   0.99992927  x   1.00005477  =   0.99998403
 OQ0733
 OQ0733:                Primary Azimuth Mark                     Grid Az
 OQ0733:SPC SD S     -  MOE AZ MK                                084 51 26.9
 OQ0733:UTM  14      -  MOE AZ MK                                085 47 25.4
 OQ0733
 OQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9226781854(NAD 83)
 OQ0733
 OQ0733|---------------------------------------------------------------------|
 OQ0733| PID    Reference Object                     Distance      Geod. Az  |
 OQ0733|                                                           dddmmss.s |
 OQ0733| OQ0732 OMAHA BISMARCK AIRWAY BCN 13        APPROX. 5.2 KM 0052245.5 |
 OQ0733| CO3303 MOE AZ MK                                          0872432.0 |
 OQ0733| CO3304 MOE RM 1                             47.052 METERS 09500     |
 OQ0733| OQ0617 HAWARDEN MUNICIPAL TANK             APPROX.22.4 KM 1443942.0 |
 OQ0733| OQ0739 BERESFORD EVAN LUTH CH SPIRE        APPROX.14.7 KM 2312506.6 |
 OQ0733| OQ0736 BERESFORD TANK                      APPROX.14.6 KM 2313324.4 |
 OQ0733| CO3305 MOE RM 2                             41.453 METERS 32853     |
 OQ0733|---------------------------------------------------------------------|
 OQ0733
 OQ0733                          SUPERSEDED SURVEY CONTROL
 OQ0733
 OQ0733  NAD 83(1995)-  43 09 54.03189(N)    096 38 05.42407(W) AD(       ) 2
 OQ0733  NAD 83(1986)-  43 09 54.03465(N)    096 38 05.41584(W) AD(       ) 2
 OQ0733  NAD 27      -  43 09 54.07400(N)    096 38 04.26800(W) AD(       ) 2
 OQ0733  NGVD 29             477.06   (m)         1565.2    (f) LEVELING    3  
 OQ0733
 OQ0733.Superseded values are not recommended for survey control.
 OQ0733
 OQ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0733.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0733
 OQ0733_MARKER: DS = TRIANGULATION STATION DISK
 OQ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0733_STAMPING: MOE 1949
 OQ0733_MARK LOGO: CGS
 OQ0733_PROJECTION: FLUSH
 OQ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0733+STABILITY: SURFACE MOTION
 OQ0733
 OQ0733  HISTORY     - Date     Condition        Report By
 OQ0733  HISTORY     - 1949     MONUMENTED       CGS
 OQ0733
 OQ0733                          STATION DESCRIPTION
 OQ0733
 OQ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0733'THE STATION IS LOCATED ABOUT 10 MILES NORTH AND 1/4 MILE WEST
 OQ0733'OF ALCESTER.  IT IS SET ON THE NORTH SIDE OF A GROVE OF TREES
 OQ0733'ABOUT 0.1 MILE WEST OF A PRIVATE FARM ROAD, 124 FEET SOUTH OF A
 OQ0733'FARM ROAD AND 9 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 OQ0733'MARK IS STAMPED MOE 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0733'
 OQ0733'R.M. NO. 1 IS 172 FEET WEST OF THE CENTER LINE OF A FARM ROAD.
 OQ0733'THE MARK IS STAMPED MOE NO 1 1949 AND IS SET FLUSH WITH THE
 OQ0733'GROUND.
 OQ0733'
 OQ0733'R.M. NO. 2 IS 8 FEET SOUTH OF A FARM ROAD AND 1 FOOT SOUTH OF
 OQ0733'A FENCE LINE.  THE MARK IS STAMPED MOE NO 2 1949 AND PROJECTS
 OQ0733'ABOUT 6 INCHES.
 OQ0733'
 OQ0733'AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTERLINE OF A ROAD, 2
 OQ0733'FEET WEST SOUTHWEST OF A CORNER POST AND 2 FEET SOUTH SOUTHEAST
 OQ0733'OF A WHITE WITNESS POST.  THE MARK IS STAMPED MOE 1949 AND
 OQ0733'PROJECTS ABOUT 6 INCHES.
 OQ0733'
 OQ0733'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SMALL
 OQ0733'CITY OF ALCESTER, GO EAST 0.15 MILE TO CROSS ROADS, TURN NORTH
 OQ0733'AND GO 4.3 MILE TO INTERSECTION WITH STATE HIGHWAY 46, CONTINUE
 OQ0733'NORTH FOR 2.95 MILES TO CROSS ROADS AT VILLAGE OF NORWAY CENTER,
 OQ0733'CONTINUE NORTH FOR 2.6 MILES TO A FARM ROAD LEFT, TURN LEFT
 OQ0733'(WEST) FOR 0.05 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 OQ0733'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO GATE, PASS THROUGH
 OQ0733'GATE AND GO EAST ALONG NORTH SIDE OF GROVE OF TREES FOR 0.1
 OQ0733'MILE TO STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2163 ***********************************************************************
 PU2163  DESIGNATION -  MOLE
 PU2163  PID         -  PU2163
 PU2163  STATE/COUNTY-  SD/MEADE
 PU2163  COUNTRY     -  US
 PU2163  USGS QUAD   -  OPAL EAST SE (2017)
 PU2163
 PU2163                         *CURRENT SURVEY CONTROL
 PU2163  ______________________________________________________________________
 PU2163* NAD 83(1996) POSITION- 44 50 56.54217(N) 102 17 46.05907(W)   ADJUSTED
 PU2163* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 PU2163  ______________________________________________________________________
 PU2163  GEOID HEIGHT    -        -18.985 (meters)                     GEOID18
 PU2163  LAPLACE CORR    -         -6.93  (seconds)                    DEFLEC18
 PU2163  HORZ ORDER      -  SECOND
 PU2163
 PU2163.The horizontal coordinates were established by classical geodetic methods
 PU2163.and adjusted by the National Geodetic Survey in January 1998.
 PU2163
 PU2163.The orthometric height was scaled from a topographic map.
 PU2163
 PU2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2163.GEOID18 height accuracy estimate available here.
 PU2163
 PU2163.Click photographs - Photos may exist for this station.
 PU2163
 PU2163.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2163
 PU2163. The following values were computed from the NAD 83(1996) position.
 PU2163
 PU2163;                    North         East     Units Scale Factor Converg.
 PU2163;SPC SD N     -   115,441.176   418,517.106   MT  0.99994531   -1 37 30.2
 PU2163;SPC SD N     -   378,743.26  1,373,084.87   sFT  0.99994531   -1 37 30.2
 PU2163;UTM  13      - 4,969,737.703   713,665.890   MT  1.00016142   +1 54 27.4
 PU2163
 PU2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2163!SPC SD N     -   0.99988109  x   0.99994531  =   0.99982641
 PU2163!UTM  13      -   0.99988109  x   1.00016142  =   1.00004249
 PU2163
 PU2163:                Primary Azimuth Mark                     Grid Az
 PU2163:SPC SD N     -  LEMON                                    337 21 20.2
 PU2163:UTM  13      -  LEMON                                    333 49 22.6
 PU2163
 PU2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1366569737(NAD 83)
 PU2163
 PU2163|---------------------------------------------------------------------|
 PU2163| PID    Reference Object                     Distance      Geod. Az  |
 PU2163|                                                           dddmmss.s |
 PU2163| CQ3533 MOLE RM 2                            10.723 METERS 09348     |
 PU2163| PU2161 LEMON                               APPROX.12.8 KM 3354350.0 |
 PU2163| CQ3532 MOLE RM 1                            21.072 METERS 35833     |
 PU2163|---------------------------------------------------------------------|
 PU2163
 PU2163                          SUPERSEDED SURVEY CONTROL
 PU2163
 PU2163  NAD 83(1993)-  44 50 56.53379(N)    102 17 46.05851(W) AD(       ) 2
 PU2163  NAD 83(1986)-  44 50 56.53382(N)    102 17 46.05858(W) AD(       ) 2
 PU2163  NAD 27      -  44 50 56.57000(N)    102 17 44.47020(W) AD(       ) 2
 PU2163
 PU2163.Superseded values are not recommended for survey control.
 PU2163
 PU2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2163.See file dsdata.pdf to determine how the superseded data were derived.
 PU2163
 PU2163_MARKER: DS = TRIANGULATION STATION DISK
 PU2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2163_STAMPING: MOLE 1962
 PU2163_MARK LOGO: CGS
 PU2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2163+STABILITY: SURFACE MOTION
 PU2163
 PU2163  HISTORY     - Date     Condition        Report By
 PU2163  HISTORY     - 1962     MONUMENTED       CGS
 PU2163
 PU2163                          STATION DESCRIPTION
 PU2163
 PU2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2163'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF FAITH,
 PU2163'APPROXIMATELY 12 MILES SOUTH OF U.S. HIGHWAY 212 AND 1.4 MILES
 PU2163'WEST OF A SCHOOL BUILDING WHICH IS LOCATED AT A POINT WHERE THE
 PU2163'MAIN NORTH-SOUTH GRAVELED ROAD MAKES AN EAST-WEST JOG FOR ONE
 PU2163'MILE.  THE STATION IS ON THE SUMMIT AND HIGHEST PART OF A BARE
 PU2163'GRASSY KNOLL AND ON THE SOUTH SIDE OF AN EAST-WEST SECTION LINE
 PU2163'ROAD.
 PU2163'
 PU2163'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 PU2163'HIGHWAY 73 AT THE NORTHWEST EDGE OF FAITH, DRIVE WEST ALONG
 PU2163'U.S. HIGHWAY 212 FOR 7.7 MILES TO A GRAVELED ROAD LEADING SOUTH
 PU2163'AT SIGN A VANCE.  TURN LEFT AND FOLLOW MAIN GRAVELED ROAD SOUTH,
 PU2163'WEST AND SOUTH FOR 10.1 MILES TO A CROSSROAD WHERE A GRAVELED
 PU2163'ROAD LEADS WEST.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 4.1
 PU2163'MILES TO A T-JUNCTION.  TURN RIGHT, WEST, AND GO 1.0 MILE TO A
 PU2163'SCHOOL BUILDING ON THE RIGHT AND THE MAIN GRAVELED ROAD TURNS
 PU2163'LEFT, SOUTH.  CONTINUE WEST ALONG A DIRT SECTION LINE ROAD
 PU2163'FOR 1.0 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 PU2163'WEST FOR 0.35 MILES TO THE SUMMIT OF THE KNOLL AND THE
 PU2163'STATION.
 PU2163'
 PU2163'THE STATION MARK IS A STANDARD DISK STAMPED MOLE 1962 SET
 PU2163'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 PU2163'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK
 PU2163'IS 48 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER
 PU2163'LINE OF THE ROAD AND 3.5 FEET EAST OF A METAL WITNESS POST.
 PU2163'
 PU2163'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOLE NO 1 1962
 PU2163'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 PU2163'12 INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND.
 PU2163'IT IS 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET WEST
 PU2163'OF A WIRE GATE, 1 FOOT SOUTH OF AN EAST-WEST FENCE AND ABOUT
 PU2163'1 FOOT LOWER THAN THE STATION MARK.
 PU2163'
 PU2163'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOLE NO 2 1962
 PU2163'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 PU2163'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND.
 PU2163'IT IS 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND IS AT
 PU2163'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1382 ***********************************************************************
 PU1382  DESIGNATION -  MONEL RIVET 212
 PU1382  PID         -  PU1382
 PU1382  STATE/COUNTY-  SD/PENNINGTON
 PU1382  COUNTRY     -  US
 PU1382  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1382
 PU1382                         *CURRENT SURVEY CONTROL
 PU1382  ______________________________________________________________________
 PU1382* NAD 83(1986) POSITION- 44 05 07.     (N) 103 15 51.     (W)   SCALED
 PU1382* NAVD 88 ORTHO HEIGHT -  1002.514 (meters)     3289.08  (feet) ADJUSTED
 PU1382  ______________________________________________________________________
 PU1382  GEOID HEIGHT    -        -15.604 (meters)                     GEOID18
 PU1382  DYNAMIC HEIGHT  -       1002.189 (meters)     3288.02  (feet) COMP
 PU1382  MODELED GRAVITY -    980,259.8   (mgal)                       NAVD 88
 PU1382
 PU1382  VERT ORDER      -  FIRST     CLASS II
 PU1382
 PU1382.The horizontal coordinates were scaled from a map and have
 PU1382.an estimated accuracy of +/- 6 seconds.
 PU1382
 PU1382.The orthometric height was determined by differential leveling and
 PU1382.adjusted by the NATIONAL GEODETIC SURVEY
 PU1382.in June 1991.
 PU1382
 PU1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1382.GEOID18 height accuracy estimate available here.
 PU1382
 PU1382.Click photographs - Photos may exist for this station.
 PU1382
 PU1382.The dynamic height is computed by dividing the NAVD 88
 PU1382.geopotential number by the normal gravity value computed on the
 PU1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1382.degrees latitude (g = 980.6199 gals.).
 PU1382
 PU1382.The modeled gravity was interpolated from observed gravity values.
 PU1382
 PU1382;                    North         East    Units  Estimated Accuracy
 PU1382;SPC SD S     -   198,770.      365,330.      MT  (+/- 180 meters Scaled)
 PU1382
 PU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ389828(NAD 83)
 PU1382
 PU1382                          SUPERSEDED SURVEY CONTROL
 PU1382
 PU1382  NGVD 29 (??/??/92) 1002.060  (m)         3287.59   (f) ADJ UNCH    1 2
 PU1382
 PU1382.Superseded values are not recommended for survey control.
 PU1382
 PU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1382.See file dsdata.pdf to determine how the superseded data were derived.
 PU1382
 PU1382_MARKER: R = RIVET
 PU1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1382_SP_SET: BRIDGE
 PU1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1382
 PU1382  HISTORY     - Date     Condition        Report By
 PU1382  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1382  HISTORY     - 1934     GOOD             CGS
 PU1382  HISTORY     - 20120806 MARK NOT FOUND   INDIV
 PU1382
 PU1382                          STATION DESCRIPTION
 PU1382
 PU1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1382'1 MI NW FROM RAPID CITY.
 PU1382'1.0 MILES NW OF AND ALONG THE C AND NWRR IN THE NE CORNER OF E
 PU1382'CAP STONE OF BRIDGE H 212.
 PU1382
 PU1382                          STATION RECOVERY (2012)
 PU1382
 PU1382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1382'NEW BRIDGE CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1396 ***********************************************************************
 PU1396  DESIGNATION -  MONEL RIVET 226 3/4
 PU1396  PID         -  PU1396
 PU1396  STATE/COUNTY-  SD/MEADE
 PU1396  COUNTRY     -  US
 PU1396  USGS QUAD   -  BLACKHAWK (2017)
 PU1396
 PU1396                         *CURRENT SURVEY CONTROL
 PU1396  ______________________________________________________________________
 PU1396* NAD 83(1986) POSITION- 44 09 06.     (N) 103 18 30.     (W)   SCALED
 PU1396* NAVD 88 ORTHO HEIGHT -  1063.843 (meters)     3490.29  (feet) ADJUSTED
 PU1396  ______________________________________________________________________
 PU1396  GEOID HEIGHT    -        -15.459 (meters)                     GEOID18
 PU1396  DYNAMIC HEIGHT  -       1063.486 (meters)     3489.12  (feet) COMP
 PU1396  MODELED GRAVITY -    980,246.0   (mgal)                       NAVD 88
 PU1396
 PU1396  VERT ORDER      -  FIRST     CLASS II
 PU1396
 PU1396.The horizontal coordinates were scaled from a map and have
 PU1396.an estimated accuracy of +/- 6 seconds.
 PU1396
 PU1396.The orthometric height was determined by differential leveling and
 PU1396.adjusted by the NATIONAL GEODETIC SURVEY
 PU1396.in June 1991.
 PU1396
 PU1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1396.GEOID18 height accuracy estimate available here.
 PU1396
 PU1396.Click photographs - Photos may exist for this station.
 PU1396
 PU1396.The dynamic height is computed by dividing the NAVD 88
 PU1396.geopotential number by the normal gravity value computed on the
 PU1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1396.degrees latitude (g = 980.6199 gals.).
 PU1396
 PU1396.The modeled gravity was interpolated from observed gravity values.
 PU1396
 PU1396;                    North         East    Units  Estimated Accuracy
 PU1396;SPC SD N     -    40,780.      335,390.      MT  (+/- 180 meters Scaled)
 PU1396
 PU1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ352901(NAD 83)
 PU1396
 PU1396                          SUPERSEDED SURVEY CONTROL
 PU1396
 PU1396  NGVD 29 (??/??/92) 1063.352  (m)         3488.68   (f) ADJ UNCH    1 2
 PU1396
 PU1396.Superseded values are not recommended for survey control.
 PU1396
 PU1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1396.See file dsdata.pdf to determine how the superseded data were derived.
 PU1396
 PU1396_MARKER: R = RIVET
 PU1396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1396_SP_SET: CULVERT HEADWALL
 PU1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1396+STABILITY: SURFACE MOTION
 PU1396
 PU1396  HISTORY     - Date     Condition        Report By
 PU1396  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1396  HISTORY     - 1934     GOOD             CGS
 PU1396  HISTORY     - 20120806 MARK NOT FOUND   INDIV
 PU1396
 PU1396                          STATION DESCRIPTION
 PU1396
 PU1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1396'AT BLACKHAWK.
 PU1396'IN NE CORNER OF E HEAD WALL OF BRIDGE H 226 3/4.
 PU1396
 PU1396                          STATION RECOVERY (2012)
 PU1396
 PU1396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0783 ***********************************************************************
 NM0783  DESIGNATION -  MONTAGNE
 NM0783  PID         -  NM0783
 NM0783  STATE/COUNTY-  SD/UNION
 NM0783  COUNTRY     -  US
 NM0783  USGS QUAD   -  JEFFERSON (2017)
 NM0783
 NM0783                         *CURRENT SURVEY CONTROL
 NM0783  ______________________________________________________________________
 NM0783* NAD 83(1996) POSITION- 42 36 20.18277(N) 096 36 21.11106(W)   ADJUSTED
 NM0783* NAVD 88 ORTHO HEIGHT -   340.881 (meters)     1118.37  (feet) ADJUSTED
 NM0783  ______________________________________________________________________
 NM0783  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 NM0783  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 NM0783  DYNAMIC HEIGHT  -        340.776 (meters)     1118.03  (feet) COMP
 NM0783  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NM0783
 NM0783  HORZ ORDER      -  SECOND
 NM0783  VERT ORDER      -  SECOND    CLASS 0
 NM0783
 NM0783.The horizontal coordinates were established by classical geodetic methods
 NM0783.and adjusted by the National Geodetic Survey in January 1998.
 NM0783
 NM0783.The orthometric height was determined by differential leveling and
 NM0783.adjusted by the NATIONAL GEODETIC SURVEY
 NM0783.in June 1991.
 NM0783
 NM0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0783.GEOID18 height accuracy estimate available here.
 NM0783
 NM0783.Click photographs - Photos may exist for this station.
 NM0783
 NM0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0783
 NM0783.The dynamic height is computed by dividing the NAVD 88
 NM0783.geopotential number by the normal gravity value computed on the
 NM0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0783.degrees latitude (g = 980.6199 gals.).
 NM0783
 NM0783.The modeled gravity was interpolated from observed gravity values.
 NM0783
 NM0783. The following values were computed from the NAD 83(1996) position.
 NM0783
 NM0783;                    North         East     Units Scale Factor Converg.
 NM0783;SPC SD S     -    37,111.062   905,794.347   MT  1.00006168   +2 34 17.0
 NM0783;SPC SD S     -   121,755.21  2,971,760.29   sFT  1.00006168   +2 34 17.0
 NM0783;UTM  14      - 4,719,798.024   696,390.380   MT  1.00007454   +1 37 16.4
 NM0783
 NM0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0783!SPC SD S     -   0.99995058  x   1.00006168  =   1.00001226
 NM0783!UTM  14      -   0.99995058  x   1.00007454  =   1.00002512
 NM0783
 NM0783:                Primary Azimuth Mark                     Grid Az
 NM0783:SPC SD S     -  MONTAGNE AZ MK                           356 24 22.7
 NM0783:UTM  14      -  MONTAGNE AZ MK                           357 21 23.3
 NM0783
 NM0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9639019798(NAD 83)
 NM0783
 NM0783|---------------------------------------------------------------------|
 NM0783| PID    Reference Object                     Distance      Geod. Az  |
 NM0783|                                                           dddmmss.s |
 NM0783| NM0785 MONTAGNE RM 1                        42.358 METERS 06628     |
 NM0783| NM1839 JEFFERSON ST PETERS CATH CH         APPROX. 3.7 KM 0923626.4 |
 NM0783| NM1838 JEFFERSON MUNICIPAL TANK            APPROX. 3.9 KM 0945123.6 |
 NM0783| CO3313 MONTAGNE RM 3                        26.789 METERS 19513     |
 NM0783| CO3467 MONTAGNE PP                          48.463 METERS 20000     |
 NM0783| NM0784 MONTAGNE RM 2                        29.001 METERS 29500     |
 NM0783| NM1841 ELK POINT MUNICIPAL TANK            APPROX.11.2 KM 3232124.8 |
 NM0783| NM1840 ELK POINT ST JOSEPHS CATH CH        APPROX.10.5 KM 3253117.5 |
 NM0783| NM0786 MONTAGNE AZ MK                                     3585839.7 |
 NM0783|---------------------------------------------------------------------|
 NM0783
 NM0783                          SUPERSEDED SURVEY CONTROL
 NM0783
 NM0783  NAD 83(1995)-  42 36 20.18271(N)    096 36 21.11109(W) AD(       ) 2
 NM0783  NAD 83(1986)-  42 36 20.18653(N)    096 36 21.10780(W) AD(       ) 2
 NM0783  NAD 27      -  42 36 20.20300(N)    096 36 19.98900(W) AD(       ) 2
 NM0783  NGVD 29 (??/??/92)  340.706  (m)         1117.80   (f) ADJ UNCH    2 0
 NM0783  NGVD 29             340.71   (m)         1117.8    (f) LEVELING    3  
 NM0783
 NM0783.Superseded values are not recommended for survey control.
 NM0783
 NM0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0783.See file dsdata.pdf to determine how the superseded data were derived.
 NM0783
 NM0783_MARKER: DS = TRIANGULATION STATION DISK
 NM0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0783_STAMPING: MONTAGNE 1948
 NM0783_MARK LOGO: CGS
 NM0783_PROJECTION: FLUSH
 NM0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0783+STABILITY: SURFACE MOTION
 NM0783
 NM0783  HISTORY     - Date     Condition        Report By
 NM0783  HISTORY     - 1948     MONUMENTED       CGS
 NM0783  HISTORY     - 1948     GOOD             CGS
 NM0783  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NM0783
 NM0783                          STATION DESCRIPTION
 NM0783
 NM0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0783'THE STATION IS LOCATED ABOUT 2 MILES WEST OF JEFFERSON, ON
 NM0783'THE GROUNDS OF THE MONTAGNE RURAL SCHOOL.  IT IS 159 FEET
 NM0783'NORTHEAST OF THE CENTER OF AN INTERSECTION FORMED BY THE
 NM0783'JUNCTION OF 2 ROADS, 56 FEET EAST OF THE CENTERLINE OF THE
 NM0783'NORTH-SOUTH ROAD, 44 FEET NORTHWEST OF THE NORTHWEST CORNER
 NM0783'OF THE SCHOOL BUILDING, AND 36 FEET SOUTHWEST OF A 24 INCH,
 NM0783'TWIN-TRUNKED MAPLE TREE.  THE DISK IS STAMPED MONTAGNE 1948
 NM0783'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 NM0783'
 NM0783'REFERENCE MARK NO. 1 IS 138.97 FEET NORTHEAST OF THE STATION,
 NM0783'29 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE
 NM0783'LINE.  THE DISK IS STAMPED MONTAGNE NO 1 1948 AND PROJECTS
 NM0783'2 INCHES.
 NM0783'
 NM0783'REFERENCE MARK NO. 2 IS 95.41 FEET WEST OF THE STATION, 33
 NM0783'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND 1
 NM0783'FOOT EAST OF A FENCE LINE.  THE DISK IS STAMPED MONTAGNE
 NM0783'NO 2 1948 AND PROJECTS 4 INCHES.
 NM0783'
 NM0783'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF THE
 NM0783'STATION, 35 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 NM0783'ROAD, 2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF
 NM0783'A FENCE LINE.  THE DISK IS STAMPED MONTAGNE 1948 AND PROJECTS
 NM0783'6 INCHES.
 NM0783'
 NM0783'TO REACH THE STATION FROM THE POST OFFICE IN JEFFERSON, GO
 NM0783'NORTH ON U.S. HIGHWAY 77 FOR 0.25 MILE TO A SIDE ROAD LEFT.
 NM0783'TURN LEFT AND GO 2.35 MILE TO THE MONTAGNE RURAL SCHOOL
 NM0783'ON THE RIGHT AND THE STATION AS DESCRIBED.
 NM0783'
 NM0783'A 100 FOOT SIGNAL AT WALSH IS VISIBLE AT 77 FEET.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT COAD IS VISIBLE AT 77 FEET.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT SMALL IS VISIBLE AT 64 FEET.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT PLYMOUTH IS VISIBLE AT 64 FEET.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT ROUND CAP (MRC) 1940 IS VISIBLE FROM THE
 NM0783'GROUND.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT TRILOBA (MRC) IS VISIBLE FROM THE GROUND.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT STARK IS VISIBLE FROM THE GROUND.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT HEIL IS VISIBLE AT 64 FEET.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT SCHWEER IS VISIBLE AT 64 FEET.
 NM0783'
 NM0783'A 100 FOOT SIGNAL AT BEST IS VISIBLE FROM THE GROUND.
 NM0783'
 NM0783'A 4 FOOT SIGNAL AT LILLY IS VISIBLE AT 77 FEET.
 NM0783'
 NM0783'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM0783
 NM0783                          STATION RECOVERY (1948)
 NM0783
 NM0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0783'2.3 MI W FROM JEFFERSON.
 NM0783'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0783'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0783'WEST ALONG A PAVED ROAD, AT THE MONTAGNE SCHOOL, 63.0 FEET SOUTHEAST
 NM0783'OF THE CORNER FENCE POST AT THE NORTHWEST CORNER OF THE SCHOOL YARD,
 NM0783'54.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 44.0
 NM0783'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING,
 NM0783'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NM0783
 NM0783                          STATION RECOVERY (1967)
 NM0783
 NM0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NM0783'THE OLD SCHOOL HOUSE HAS BEEN TORN DOWN AND NOW THE STATION
 NM0783'SITE IS IN A CULTIVATED FIELD.  THE STATION MARK WAS LOWERED
 NM0783'BELOW PLOW DEPTH.  REFERENCE MARK NO. 1 WAS NOT RECOVERED
 NM0783'AND WAS ASSUMED DESTROYED WHEN TREES WERE CLEARED IN THE
 NM0783'AREA.  REFERENCE MARK NO. 2 WAS RECOVERED BUT HAD BEEN HIT,
 NM0783'THE DISTANCE AND DIRECTION DID NOT CHECK.  THE AZIMUTH MARK
 NM0783'WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NM0783'
 NM0783'FOLLOWING IS A NEW DESCRIPTION.
 NM0783'
 NM0783'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 29 AND
 NM0783'COUNTY ROAD 6, ABOUT 1/2 MILE WEST OF JEFFERSON, GO WEST ON
 NM0783'COUNTY ROAD 6 FOR 1.55 MILES TO THE JUNCTION OF COUNTY ROAD
 NM0783'23 AND THE STATION IN THE NORTHEAST ANGLE OF THE CROSSROAD.
 NM0783'
 NM0783'STATION SURFACE MARK, A STANDARD DISK STAMPED MONTAGNE 1948
 NM0783'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 NM0783'16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 150 FEET
 NM0783'NORTH OF THE CENTER OF COUNTY ROAD 6, 116 FEET NORTH OF THE
 NM0783'NORTH RIGHT-OF-WAY FENCE, 73 FEET SOUTH-SOUTHEAST OF A STEEL
 NM0783'POST AT THE CENTER OF AN OLD FIELD ENTRANCE, 53 FEET EAST
 NM0783'OF THE CENTER OF COUNTY ROAD 23, 22 FEET EAST OF A NORTH-SOUTH
 NM0783'FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 NM0783'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 NM0783'
 NM0783'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MONTAGNE NO.
 NM0783'2 1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NM0783'PROJECTS 3 INCHES.  IT IS 33 FEET WEST OF THE CENTER OF
 NM0783'COUNTY ROAD 23 AND ON THE EDGE OF A ROAD BANK.
 NM0783'
 NM0783'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MONTAGNE 1948
 NM0783'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NM0783'PROJECTS 1 INCH.  IT IS 65 FEET NORTH OF THE CENTER OF COUNTY
 NM0783'ROAD 6, 31 FEET EAST OF THE CENTER OF COUNTY ROAD 23, 12
 NM0783'FEET NORTH OF NORTH GATE POST, 2 FEET SOUTH OF A METAL WITNESS
 NM0783'POST, AND 1 FOOT WEST OF A FENCE.
 NM0783'
 NM0783'AZIMUTH MARK, A STANDARD DISK STAMPED MONTAGNE 1948, IS SET
 NM0783'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 NM0783'IT IS 34 FEET EAST OF THE CENTER OF COUNTY ROAD 23, 1.5
 NM0783'FEET EAST OF A METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 NM0783'
 NM0783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NM0783'COUNTY ROAD 23 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 NM0783'
 NM0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 NM0783'WEST OF JEFFERSON
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0786 ***********************************************************************
 NM0786  DESIGNATION -  MONTAGNE AZ MK
 NM0786  PID         -  NM0786
 NM0786  STATE/COUNTY-  SD/UNION
 NM0786  COUNTRY     -  US
 NM0786  USGS QUAD   -  JEFFERSON (2017)
 NM0786
 NM0786                         *CURRENT SURVEY CONTROL
 NM0786  ______________________________________________________________________
 NM0786* NAD 83(1986) POSITION- 42 36 33.     (N) 096 36 21.     (W)   SCALED
 NM0786* NAVD 88 ORTHO HEIGHT -   340.385 (meters)     1116.75  (feet) ADJUSTED
 NM0786  ______________________________________________________________________
 NM0786  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 NM0786  DYNAMIC HEIGHT  -        340.281 (meters)     1116.41  (feet) COMP
 NM0786  MODELED GRAVITY -    980,305.7   (mgal)                       NAVD 88
 NM0786
 NM0786  VERT ORDER      -  SECOND    CLASS 0
 NM0786
 NM0786.The horizontal coordinates were scaled from a map and have
 NM0786.an estimated accuracy of +/- 6 seconds.
 NM0786
 NM0786.The orthometric height was determined by differential leveling and
 NM0786.adjusted by the NATIONAL GEODETIC SURVEY
 NM0786.in June 1991.
 NM0786
 NM0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0786.GEOID18 height accuracy estimate available here.
 NM0786
 NM0786.Click photographs - Photos may exist for this station.
 NM0786
 NM0786.The dynamic height is computed by dividing the NAVD 88
 NM0786.geopotential number by the normal gravity value computed on the
 NM0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0786.degrees latitude (g = 980.6199 gals.).
 NM0786
 NM0786.The modeled gravity was interpolated from observed gravity values.
 NM0786
 NM0786;                    North         East    Units  Estimated Accuracy
 NM0786;SPC SD S     -    37,510.      905,780.      MT  (+/- 180 meters Scaled)
 NM0786
 NM0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN963201(NAD 83)
 NM0786
 NM0786                          SUPERSEDED SURVEY CONTROL
 NM0786
 NM0786  NGVD 29 (??/??/92)  340.211  (m)         1116.18   (f) ADJ UNCH    2 0
 NM0786
 NM0786.Superseded values are not recommended for survey control.
 NM0786
 NM0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0786.See file dsdata.pdf to determine how the superseded data were derived.
 NM0786
 NM0786_MARKER: DZ = AZIMUTH MARK DISK
 NM0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0786_STAMPING: MONTAGNE 1948
 NM0786_MARK LOGO: CGS
 NM0786_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0786+STABILITY: SURFACE MOTION
 NM0786
 NM0786  HISTORY     - Date     Condition        Report By
 NM0786  HISTORY     - 1948     MONUMENTED       CGS
 NM0786
 NM0786                          STATION DESCRIPTION
 NM0786
 NM0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0786'2.5 MI W FROM JEFFERSON.
 NM0786'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0786'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0786'WEST ALONG A PAVED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVEL
 NM0786'ROAD, 0.2 MILE NORTH OF THE MONTAGNE SCHOOL, ALONG THE WEST EDGE
 NM0786'OF A CULTIVATED FIELD, 35.0 FEET EAST OF THE CENTER LINE OF THE
 NM0786'NORTH-SOUTH ROAD, 2.4 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT
 NM0786'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0786'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0785 ***********************************************************************
 NM0785  DESIGNATION -  MONTAGNE RM 1
 NM0785  PID         -  NM0785
 NM0785  STATE/COUNTY-  SD/UNION
 NM0785  COUNTRY     -  US
 NM0785  USGS QUAD   -  JEFFERSON (2017)
 NM0785
 NM0785                         *CURRENT SURVEY CONTROL
 NM0785  ______________________________________________________________________
 NM0785* NAD 83(1986) POSITION- 42 36 20.73   (N) 096 36 19.41   (W)   HD_HELD1
 NM0785* NAVD 88 ORTHO HEIGHT -   340.800 (meters)     1118.11  (feet) ADJUSTED
 NM0785  ______________________________________________________________________
 NM0785  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 NM0785  DYNAMIC HEIGHT  -        340.696 (meters)     1117.77  (feet) COMP
 NM0785  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NM0785
 NM0785  VERT ORDER      -  SECOND    CLASS 0
 NM0785
 NM0785.The horizontal coordinates were determined by differentially corrected
 NM0785.hand held GPS observations or other comparable positioning techniques
 NM0785.and have an estimated accuracy of +/- 3 meters.
 NM0785
 NM0785.The orthometric height was determined by differential leveling and
 NM0785.adjusted by the NATIONAL GEODETIC SURVEY
 NM0785.in June 1991.
 NM0785
 NM0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0785.GEOID18 height accuracy estimate available here.
 NM0785
 NM0785.Click photographs - Photos may exist for this station.
 NM0785
 NM0785.The dynamic height is computed by dividing the NAVD 88
 NM0785.geopotential number by the normal gravity value computed on the
 NM0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0785.degrees latitude (g = 980.6199 gals.).
 NM0785
 NM0785.The modeled gravity was interpolated from observed gravity values.
 NM0785
 NM0785;                    North         East    Units  Estimated Accuracy
 NM0785;SPC SD S     -    37,129.7     905,832.3     MT  (+/- 3 meters HH1 GPS) 
 NM0785
 NM0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9642819816(NAD 83)
 NM0785
 NM0785                          SUPERSEDED SURVEY CONTROL
 NM0785
 NM0785  NGVD 29 (??/??/92)  340.626  (m)         1117.54   (f) ADJ UNCH    2 0
 NM0785
 NM0785.Superseded values are not recommended for survey control.
 NM0785
 NM0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0785.See file dsdata.pdf to determine how the superseded data were derived.
 NM0785
 NM0785_MARKER: DR = REFERENCE MARK DISK
 NM0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0785_STAMPING: MONTAGNE NO 1 1948
 NM0785_MARK LOGO: CGS
 NM0785_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0785+STABILITY: SURFACE MOTION
 NM0785
 NM0785  HISTORY     - Date     Condition        Report By
 NM0785  HISTORY     - 1948     MONUMENTED       CGS
 NM0785  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0785
 NM0785                          STATION DESCRIPTION
 NM0785
 NM0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0785'2.3 MI W FROM JEFFERSON.
 NM0785'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0785'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0785'WEST ALONG A MONTAGNE SCHOOL, 138.8 FEET NORTH-NORTHEAST OF
 NM0785'TRIANGULATION STATION MONTAGNE, 125.2 FEET NORTHEAST OF THE NORTHEAST
 NM0785'CORNER OF THE SCHOOL, 27.2 FEET WEST OF THE CORNER FENCE POST AT THE
 NM0785'NORTHEAST CORNER OF THE SCHOOL YARD, 1.0 FOOT SOUTH OF THE FENCE
 NM0785'ALONG THE NORTH EDGE OF THE YARD, SET IN THE TOP OF A CONCRETE POST
 NM0785'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0785
 NM0785                          STATION RECOVERY (1967)
 NM0785
 NM0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NM0785'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0784 ***********************************************************************
 NM0784  DESIGNATION -  MONTAGNE RM 2
 NM0784  PID         -  NM0784
 NM0784  STATE/COUNTY-  SD/UNION
 NM0784  COUNTRY     -  US
 NM0784  USGS QUAD   -  JEFFERSON (2017)
 NM0784
 NM0784                         *CURRENT SURVEY CONTROL
 NM0784  ______________________________________________________________________
 NM0784* NAD 83(1986) POSITION- 42 36 20.58   (N) 096 36 22.26   (W)   HD_HELD1
 NM0784* NAVD 88 ORTHO HEIGHT -   341.101 (meters)     1119.10  (feet) ADJUSTED
 NM0784  ______________________________________________________________________
 NM0784  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 NM0784  DYNAMIC HEIGHT  -        340.996 (meters)     1118.75  (feet) COMP
 NM0784  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 NM0784
 NM0784  VERT ORDER      -  SECOND    CLASS 0
 NM0784
 NM0784.The horizontal coordinates were determined by differentially corrected
 NM0784.hand held GPS observations or other comparable positioning techniques
 NM0784.and have an estimated accuracy of +/- 3 meters.
 NM0784
 NM0784.The orthometric height was determined by differential leveling and
 NM0784.adjusted by the NATIONAL GEODETIC SURVEY
 NM0784.in June 1991.
 NM0784
 NM0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0784.GEOID18 height accuracy estimate available here.
 NM0784
 NM0784.Click photographs - Photos may exist for this station.
 NM0784
 NM0784.The dynamic height is computed by dividing the NAVD 88
 NM0784.geopotential number by the normal gravity value computed on the
 NM0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0784.degrees latitude (g = 980.6199 gals.).
 NM0784
 NM0784.The modeled gravity was interpolated from observed gravity values.
 NM0784
 NM0784;                    North         East    Units  Estimated Accuracy
 NM0784;SPC SD S     -    37,122.1     905,767.6     MT  (+/- 3 meters HH1 GPS) 
 NM0784
 NM0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9636319809(NAD 83)
 NM0784
 NM0784                          SUPERSEDED SURVEY CONTROL
 NM0784
 NM0784  NGVD 29 (??/??/92)  340.927  (m)         1118.52   (f) ADJ UNCH    2 0
 NM0784
 NM0784.Superseded values are not recommended for survey control.
 NM0784
 NM0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0784.See file dsdata.pdf to determine how the superseded data were derived.
 NM0784
 NM0784_MARKER: DR = REFERENCE MARK DISK
 NM0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0784_STAMPING: MONTAGNE NO 2 1948
 NM0784_MARK LOGO: CGS
 NM0784_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0784+STABILITY: SURFACE MOTION
 NM0784
 NM0784  HISTORY     - Date     Condition        Report By
 NM0784  HISTORY     - 1948     MONUMENTED       CGS
 NM0784  HISTORY     - 1967     GOOD             CGS
 NM0784
 NM0784                          STATION DESCRIPTION
 NM0784
 NM0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0784'2.3 MI W FROM JEFFERSON.
 NM0784'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0784'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0784'WEST ALONG A PAVED ROAD, AT THE MONTAGNE SCHOOL, 95.5 FEET
 NM0784'WEST-NORTHWEST OF TRIANGULATION STATION MONTAGNE, 32.0 FEET WEST
 NM0784'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.9 FEET NORTH OF A
 NM0784'TELEPHONE POLE, 0.8 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 NM0784'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0784
 NM0784                          STATION RECOVERY (1967)
 NM0784
 NM0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NM0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0920 ***********************************************************************
 PU0920  DESIGNATION -  MONTE
 PU0920  PID         -  PU0920
 PU0920  STATE/COUNTY-  SD/MEADE
 PU0920  COUNTRY     -  US
 PU0920  USGS QUAD   -  UNION CENTER (2017)
 PU0920
 PU0920                         *CURRENT SURVEY CONTROL
 PU0920  ______________________________________________________________________
 PU0920* NAD 83(1996) POSITION- 44 33 42.38482(N) 102 41 54.02685(W)   ADJUSTED
 PU0920* NAVD 88 ORTHO HEIGHT -   913.462 (meters)     2996.92  (feet) ADJUSTED
 PU0920  ______________________________________________________________________
 PU0920  GEOID HEIGHT    -        -18.102 (meters)                     GEOID18
 PU0920  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC18
 PU0920  DYNAMIC HEIGHT  -        913.210 (meters)     2996.09  (feet) COMP
 PU0920  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 PU0920
 PU0920  HORZ ORDER      -  SECOND
 PU0920  VERT ORDER      -  FIRST     CLASS II
 PU0920
 PU0920.The horizontal coordinates were established by classical geodetic methods
 PU0920.and adjusted by the National Geodetic Survey in January 1998.
 PU0920
 PU0920.The orthometric height was determined by differential leveling and
 PU0920.adjusted by the NATIONAL GEODETIC SURVEY
 PU0920.in October 1997.
 PU0920
 PU0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0920.GEOID18 height accuracy estimate available here.
 PU0920
 PU0920.Click photographs - Photos may exist for this station.
 PU0920
 PU0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0920
 PU0920.The dynamic height is computed by dividing the NAVD 88
 PU0920.geopotential number by the normal gravity value computed on the
 PU0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0920.degrees latitude (g = 980.6199 gals.).
 PU0920
 PU0920.The modeled gravity was interpolated from observed gravity values.
 PU0920
 PU0920. The following values were computed from the NAD 83(1996) position.
 PU0920
 PU0920;                    North         East     Units Scale Factor Converg.
 PU0920;SPC SD N     -    84,518.124   385,673.824   MT  0.99997537   -1 54 35.0
 PU0920;SPC SD N     -   277,289.88  1,265,331.54   sFT  0.99997537   -1 54 35.0
 PU0920;UTM  13      - 4,936,847.689   682,784.246   MT  1.00001088   +1 36 55.7
 PU0920
 PU0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0920!SPC SD N     -   0.99985963  x   0.99997537  =   0.99983501
 PU0920!UTM  13      -   0.99985963  x   1.00001088  =   0.99987051
 PU0920
 PU0920:                Primary Azimuth Mark                     Grid Az
 PU0920:SPC SD N     -  MONTE RM 3                               268 12 24.4
 PU0920:UTM  13      -  MONTE RM 3                               264 40 53.7
 PU0920
 PU0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8278436847(NAD 83)
 PU0920
 PU0920|---------------------------------------------------------------------|
 PU0920| PID    Reference Object                     Distance      Geod. Az  |
 PU0920|                                                           dddmmss.s |
 PU0920| PU0922 MONTE RM 1                           15.666 METERS 01854     |
 PU0920| PU0923 MONTE RM 3                                         2661749.4 |
 PU0920| PU0926 MONTE AZ MK                                        2664308.0 |
 PU0920| PU0921 MONTE RM 2                           17.552 METERS 28613     |
 PU0920|---------------------------------------------------------------------|
 PU0920
 PU0920                          SUPERSEDED SURVEY CONTROL
 PU0920
 PU0920  NAD 83(1993)-  44 33 42.37700(N)    102 41 54.02712(W) AD(       ) 2
 PU0920  NAD 83(1986)-  44 33 42.37654(N)    102 41 54.02674(W) AD(       ) 2
 PU0920  NAD 27      -  44 33 42.42430(N)    102 41 52.40430(W) AD(       ) 2
 PU0920  NAVD 88 (06/15/91)  913.412  (m)         2996.75   (f) SUPERSEDED  1 2
 PU0920  NGVD 29 (??/??/92)  912.930  (m)         2995.17   (f) ADJ UNCH    1 2
 PU0920  NGVD 29             912.93   (m)         2995.2    (f) LEVELING    3  
 PU0920
 PU0920.Superseded values are not recommended for survey control.
 PU0920
 PU0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0920.See file dsdata.pdf to determine how the superseded data were derived.
 PU0920
 PU0920_MARKER: DS = TRIANGULATION STATION DISK
 PU0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0920_STAMPING: MONTE 1962
 PU0920_MARK LOGO: CGS
 PU0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0920+STABILITY: SURFACE MOTION
 PU0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0920+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 PU0920
 PU0920  HISTORY     - Date     Condition        Report By
 PU0920  HISTORY     - 1962     MONUMENTED       CGS
 PU0920  HISTORY     - 1962     GOOD             CGS
 PU0920  HISTORY     - 1972     GOOD             NGS
 PU0920  HISTORY     - 1972     GOOD             NGS
 PU0920  HISTORY     - 19950524 GOOD             NGS
 PU0920  HISTORY     - 20120522 GOOD             INDIV
 PU0920
 PU0920                          STATION DESCRIPTION
 PU0920
 PU0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0920'THE STATION IS LOCATED 1.5 MILES WEST OF UNION CENTER, 0.05 MILE
 PU0920'NORTH OF STATE HIGHWAY 34, IN SECTION 17, T. 7 N, R. 12 E.,
 PU0920'IN OPEN PASTURE LAND OWNED BY MR. MONTE FERGUSON.
 PU0920'
 PU0920'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT UNION
 PU0920'CENTER, GO WEST ON STATE HIGHWAY 34 FOR 1.35 MILES TO A SIDE
 PU0920'ROAD RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE STRAIGHT
 PU0920'AHEAD AND GO WEST ON STATE HIGHWAY 34 FOR 1.4 MILES TO THE
 PU0920'AZIMUTH MARK ON THE LEFT AS DESCRIBED.) TURN RIGHT FOR 50
 PU0920'YARDS TO A CATTLE GUARD.  TURN LEFT AND GO WEST ON A TRACK ROAD
 PU0920'FOR 0.2 MILE TO THE CREST OF THE HILL AND THE STATION AS
 PU0920'DESCRIBED.
 PU0920'
 PU0920'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0920'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED MONTE
 PU0920'1962.  IT IS 25 FEET SOUTH-SOUTHWEST OF THE CENTER OF A TRACK
 PU0920'ROAD.
 PU0920'
 PU0920'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU0920'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 PU0920'MONTE NO 1 1962.  IT IS 27 FEET NORTH-NORTHEAST OF THE CENTER
 PU0920'OF A TRACK ROAD.
 PU0920'
 PU0920'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 PU0920'A 12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 PU0920'MONTE NO 2 1962.  IT IS 36 FEET SOUTH-SOUTHWEST OF THE CENTER
 PU0920'OF A TRACK ROAD.
 PU0920'
 PU0920'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0920'CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS STAMPED MONTE
 PU0920'1962.  IT IS 59 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 PU0920'34, 58 FEET WEST OF THE CENTER OF A TRACK ROAD, 16 FEET WEST OF A
 PU0920'NORTHEAST FENCE CORNER, 2.3 FEET SOUTH OF A METAL WITNESS
 PU0920'POST AND 2 FEET EAST OF A POWER POLE.
 PU0920
 PU0920                          STATION RECOVERY (1962)
 PU0920
 PU0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0920'1.6 MI W FROM UNION CENTER.
 PU0920'1.5 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0920'CENTER, THENCE 0.1 MILE NORTH ACROSS COUNTRY, ON THE TOP OF A KNOLL,
 PU0920'ABOUT 0.25 MILE WEST OF A DRIVEWAY NORTH TO A HOUSE, 51.2 FEET
 PU0920'SOUTH-SOUTHWEST OF REFERENCE MARK 1, 57.5 FEET EAST-SOUTHEAST OF
 PU0920'REFERENCE MARK 2 AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 PU0920'FOOT.
 PU0920
 PU0920                          STATION RECOVERY (1972)
 PU0920
 PU0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PU0920'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 PU0920'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 PU0920'IMPROVEMENTS THE AZIMUTH MARK WOULD SOON BE DESTROYED.  REFERENCE
 PU0920'MARK NO. 3 (AZIMUTH MARK) WAS SET AND THE DISK WAS REMOVED FROM
 PU0920'AZIMUTH MARK 1962.
 PU0920'
 PU0920'A NEW DESCRIPTION FOLLOWS--
 PU0920'
 PU0920'THE STATION IS LOCATED IN SEC. 17, T 7 N, R 12 E, ABOUT 1.5 MILES
 PU0920'WEST OF UNION CENTER, 0.1 MILE NORTH OF STATE HIGHWAY 34,
 PU0920'AT THE TOP OF A PROMINENT HILL, IN PASTURE LAND OWNED BY MR.
 PU0920'MONTE FERGUSON.
 PU0920'
 PU0920'THE STATION MARK IS A STANDARD DISK STAMPED MONTE 1962, SET IN
 PU0920'A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS AT THE
 PU0920'TOP OF THE HILL AND AT THE EDGE OF NEW BACKSLOPE GRADE OF THE
 PU0920'HIGHWAY.
 PU0920'
 PU0920'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MONTE NO 1
 PU0920'1962, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PU0920'IT IS NORTHEAST OF THE STATION.
 PU0920'
 PU0920'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MONTE NO 2 1962,
 PU0920'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 PU0920'WEST-NORTHWEST OF THE STATION.
 PU0920'
 PU0920'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 PU0920'MONTE 1962 NO 3 1972, SET IN A ROUND CONCRETE MONUMENT WHICH
 PU0920'PROJECTS 6-INCHES.  IT IS IN THE SOUTHWEST ANGLE OF A CROSSROAD
 PU0920'INTERSECTION, 105 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 34,
 PU0920'37 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 1 FOOT
 PU0920'EAST OF A FENCE, AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 PU0920'
 PU0920'TO REACH THE STATION FROM THE POST OFFICE AND GROCERY STORE
 PU0920'IN UNION CENTER, GO WEST ON STATE HIGHWAY 34 1.4 MILES TO A
 PU0920'CATTLE GUARD AND RANCH ROAD ON THE RIGHT, TURN RIGHT THRU
 PU0920'THE CATTLE GUARD THEN BEAR LEFT AND FOLLOW A TRACK ROAD 0.15
 PU0920'MILE WEST-NORTHWEST TO THE TOP OF THE HILL AND STATION.
 PU0920'
 PU0920'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 PU0920'HIGHWAY 34 FROM THE CATTLE GUARD AT THE RANCH ROAD ENTRANCE
 PU0920'FOR 1.2 MILES TO A CROSSROAD - GRADED ROAD SOUTH AND SECTION
 PU0920'LINE TRACK ROAD NORTH - AND THE AZIMUTH MARK ON THE LEFT AS
 PU0920'DESCRIBED.
 PU0920'
 PU0920'THE ELEVATION OF THE STATION MARK IS 2995.171 FEET OR 912.930
 PU0920'METERS.
 PU0920'
 PU0920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5
 PU0920'MILES W OF UNION CENTER
 PU0920
 PU0920                          STATION RECOVERY (1972)
 PU0920
 PU0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0920'RECOVERED IN GOOD CONDITION.
 PU0920
 PU0920                          STATION RECOVERY (1995)
 PU0920
 PU0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0920'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0920'IN UNION CENTER, 667.4 M (2189.6 FT) EAST OF MILEPOST 79, 98.7 M
 PU0920'(323.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 54.8 M (179.8 FT) EAST OF
 PU0920'THE CENTER OF 3 BRACED FENCE POSTS, 17.7 M (58.1 FT) EAST OF REFERENCE
 PU0920'MARK 2, 15.7 M (51.5 FT) SOUTH OF REFERENCE MARK 1, 15.0 M (49.2 FT)
 PU0920'ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST,
 PU0920'UNDER A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU0920
 PU0920                          STATION RECOVERY (2012)
 PU0920
 PU0920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0926 ***********************************************************************
 PU0926  DESIGNATION -  MONTE AZ MK
 PU0926  PID         -  PU0926
 PU0926  STATE/COUNTY-  SD/MEADE
 PU0926  COUNTRY     -  US
 PU0926  USGS QUAD   -  UNION CENTER (2017)
 PU0926
 PU0926                         *CURRENT SURVEY CONTROL
 PU0926  ______________________________________________________________________
 PU0926* NAD 83(1986) POSITION- 44 33 38.     (N) 102 43 23.     (W)   SCALED
 PU0926* NAVD 88 ORTHO HEIGHT -   861.618 (meters)     2826.83  (feet) ADJUSTED
 PU0926  ______________________________________________________________________
 PU0926  GEOID HEIGHT    -        -18.045 (meters)                     GEOID18
 PU0926  DYNAMIC HEIGHT  -        861.380 (meters)     2826.04  (feet) COMP
 PU0926  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 PU0926
 PU0926  VERT ORDER      -  SECOND    CLASS 0
 PU0926
 PU0926.The horizontal coordinates were scaled from a map and have
 PU0926.an estimated accuracy of +/- 6 seconds.
 PU0926
 PU0926.The orthometric height was determined by differential leveling and
 PU0926.adjusted by the NATIONAL GEODETIC SURVEY
 PU0926.in June 1991.
 PU0926
 PU0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0926.GEOID18 height accuracy estimate available here.
 PU0926
 PU0926.Click photographs - Photos may exist for this station.
 PU0926
 PU0926.The dynamic height is computed by dividing the NAVD 88
 PU0926.geopotential number by the normal gravity value computed on the
 PU0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0926.degrees latitude (g = 980.6199 gals.).
 PU0926
 PU0926.The modeled gravity was interpolated from observed gravity values.
 PU0926
 PU0926;                    North         East    Units  Estimated Accuracy
 PU0926;SPC SD N     -    84,450.      383,710.      MT  (+/- 180 meters Scaled)
 PU0926
 PU0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK808366(NAD 83)
 PU0926
 PU0926                          SUPERSEDED SURVEY CONTROL
 PU0926
 PU0926  NGVD 29 (??/??/92)  861.136  (m)         2825.24   (f) ADJ UNCH    2 0
 PU0926
 PU0926.Superseded values are not recommended for survey control.
 PU0926
 PU0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0926.See file dsdata.pdf to determine how the superseded data were derived.
 PU0926
 PU0926_MARKER: DZ = AZIMUTH MARK DISK
 PU0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0926_STAMPING: MONTE 1962
 PU0926_MARK LOGO: CGS
 PU0926_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0926+STABILITY: SURFACE MOTION
 PU0926
 PU0926  HISTORY     - Date     Condition        Report By
 PU0926  HISTORY     - 1962     MONUMENTED       CGS
 PU0926  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0926
 PU0926                          STATION DESCRIPTION
 PU0926
 PU0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0926'2.8 MI W FROM UNION CENTER.
 PU0926'2.75 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0926'CENTER, AT THE INTERSECTION OF A TRACK ROAD SOUTH AND AN ABANDONED
 PU0926'ROAD NORTH, 59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU0926'57 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 15 FEET WEST OF
 PU0926'A FENCE CORNER, 2 FEET EAST OF A POWER POLE, 2.3 FEET SOUTH OF A
 PU0926'WITNESS POST, 2.6 FEET SOUTH OF A FENCE, ABOUT 1 1/2 FEET HIGHER THAN
 PU0926'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0926
 PU0926                          STATION RECOVERY (1995)
 PU0926
 PU0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0926'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK MONTE
 PU0926'RM 3 WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0926'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0922 ***********************************************************************
 PU0922  DESIGNATION -  MONTE RM 1
 PU0922  PID         -  PU0922
 PU0922  STATE/COUNTY-  SD/MEADE
 PU0922  COUNTRY     -  US
 PU0922  USGS QUAD   -  UNION CENTER (2017)
 PU0922
 PU0922                         *CURRENT SURVEY CONTROL
 PU0922  ______________________________________________________________________
 PU0922* NAD 83(1986) POSITION- 44 33 42.86   (N) 102 41 53.80   (W)   HD_HELD1
 PU0922* NAVD 88 ORTHO HEIGHT -   913.560 (meters)     2997.24  (feet) ADJUSTED
 PU0922  ______________________________________________________________________
 PU0922  GEOID HEIGHT    -        -18.102 (meters)                     GEOID18
 PU0922  DYNAMIC HEIGHT  -        913.308 (meters)     2996.41  (feet) COMP
 PU0922  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 PU0922
 PU0922  VERT ORDER      -  FIRST     CLASS II
 PU0922
 PU0922.The horizontal coordinates were determined by differentially corrected
 PU0922.hand held GPS observations or other comparable positioning techniques
 PU0922.and have an estimated accuracy of +/- 3 meters.
 PU0922
 PU0922.The orthometric height was determined by differential leveling and
 PU0922.adjusted by the NATIONAL GEODETIC SURVEY
 PU0922.in October 1997.
 PU0922
 PU0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0922.GEOID18 height accuracy estimate available here.
 PU0922
 PU0922.Click photographs - Photos may exist for this station.
 PU0922
 PU0922.The dynamic height is computed by dividing the NAVD 88
 PU0922.geopotential number by the normal gravity value computed on the
 PU0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0922.degrees latitude (g = 980.6199 gals.).
 PU0922
 PU0922.The modeled gravity was interpolated from observed gravity values.
 PU0922
 PU0922;                    North         East    Units  Estimated Accuracy
 PU0922;SPC SD N     -    84,532.6     385,679.3     MT  (+/- 3 meters HH1 GPS) 
 PU0922
 PU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8278836862(NAD 83)
 PU0922
 PU0922                          SUPERSEDED SURVEY CONTROL
 PU0922
 PU0922  NAVD 88 (06/15/91)  913.520  (m)         2997.11   (f) SUPERSEDED  1 2
 PU0922  NGVD 29 (??/??/92)  913.038  (m)         2995.53   (f) ADJ UNCH    1 2
 PU0922
 PU0922.Superseded values are not recommended for survey control.
 PU0922
 PU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0922.See file dsdata.pdf to determine how the superseded data were derived.
 PU0922
 PU0922_MARKER: DR = REFERENCE MARK DISK
 PU0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0922_STAMPING: MONTE NO 1 1962
 PU0922_MARK LOGO: CGS
 PU0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0922+STABILITY: SURFACE MOTION
 PU0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0922+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 PU0922
 PU0922  HISTORY     - Date     Condition        Report By
 PU0922  HISTORY     - 1962     MONUMENTED       CGS
 PU0922  HISTORY     - 1972     GOOD             NGS
 PU0922  HISTORY     - 19950524 GOOD             NGS
 PU0922  HISTORY     - 20120522 GOOD             INDIV
 PU0922
 PU0922                          STATION DESCRIPTION
 PU0922
 PU0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0922'1.6 MI W FROM UNION CENTER.
 PU0922'1.5 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0922'CENTER, THENCE 0.1 MILE NORTH ACROSS COUNTRY, ON TOP OF A KNOLL,
 PU0922'ABOUT 0.25 MILE WEST OF A DRIVEWAY NORTH TO A HOUSE, 51.2 FEET
 PU0922'NORTH-NORTHEAST OF THE STATION, 79.0 FEET EAST OF REFERENCE MARK
 PU0922'2 AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PU0922
 PU0922                          STATION RECOVERY (1972)
 PU0922
 PU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0922'RECOVERED IN GOOD CONDITION.
 PU0922
 PU0922                          STATION RECOVERY (1995)
 PU0922
 PU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0922'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0922'IN UNION CENTER, 667.4 M (2189.6 FT) EAST OF MILEPOST 79, 114.4 M
 PU0922'(375.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.7 M (51.5 FT) NORTH OF
 PU0922'TRIANGULATION STATION MONTE, 15.7 M (51.5 FT) NORTH OF A WITNESS POST
 PU0922'AND FENCE, 15.0 M (49.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 PU0922'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU0922
 PU0922                          STATION RECOVERY (2012)
 PU0922
 PU0922'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0921 ***********************************************************************
 PU0921  DESIGNATION -  MONTE RM 2
 PU0921  PID         -  PU0921
 PU0921  STATE/COUNTY-  SD/MEADE
 PU0921  COUNTRY     -  US
 PU0921  USGS QUAD   -  UNION CENTER (2017)
 PU0921
 PU0921                         *CURRENT SURVEY CONTROL
 PU0921  ______________________________________________________________________
 PU0921* NAD 83(1986) POSITION- 44 33 42.54   (N) 102 41 54.79   (W)   HD_HELD1
 PU0921* NAVD 88 ORTHO HEIGHT -   913.228 (meters)     2996.15  (feet) ADJUSTED
 PU0921  ______________________________________________________________________
 PU0921  GEOID HEIGHT    -        -18.102 (meters)                     GEOID18
 PU0921  DYNAMIC HEIGHT  -        912.976 (meters)     2995.32  (feet) COMP
 PU0921  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 PU0921
 PU0921  VERT ORDER      -  FIRST     CLASS II
 PU0921
 PU0921.The horizontal coordinates were determined by differentially corrected
 PU0921.hand held GPS observations or other comparable positioning techniques
 PU0921.and have an estimated accuracy of +/- 3 meters.
 PU0921
 PU0921.The orthometric height was determined by differential leveling and
 PU0921.adjusted by the NATIONAL GEODETIC SURVEY
 PU0921.in October 1997.
 PU0921
 PU0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0921.GEOID18 height accuracy estimate available here.
 PU0921
 PU0921.Click photographs - Photos may exist for this station.
 PU0921
 PU0921.The dynamic height is computed by dividing the NAVD 88
 PU0921.geopotential number by the normal gravity value computed on the
 PU0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0921.degrees latitude (g = 980.6199 gals.).
 PU0921
 PU0921.The modeled gravity was interpolated from observed gravity values.
 PU0921
 PU0921;                    North         East    Units  Estimated Accuracy
 PU0921;SPC SD N     -    84,523.5     385,657.2     MT  (+/- 3 meters HH1 GPS) 
 PU0921
 PU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8276736852(NAD 83)
 PU0921
 PU0921                          SUPERSEDED SURVEY CONTROL
 PU0921
 PU0921  NAVD 88 (06/15/91)  913.191  (m)         2996.03   (f) SUPERSEDED  1 2
 PU0921  NGVD 29 (??/??/92)  912.709  (m)         2994.45   (f) ADJ UNCH    1 2
 PU0921
 PU0921.Superseded values are not recommended for survey control.
 PU0921
 PU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0921.See file dsdata.pdf to determine how the superseded data were derived.
 PU0921
 PU0921_MARKER: DR = REFERENCE MARK DISK
 PU0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0921_STAMPING: MONTE NO 2 1962
 PU0921_MARK LOGO: CGS
 PU0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0921+STABILITY: SURFACE MOTION
 PU0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0921+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 PU0921
 PU0921  HISTORY     - Date     Condition        Report By
 PU0921  HISTORY     - 1962     MONUMENTED       CGS
 PU0921  HISTORY     - 1972     GOOD             NGS
 PU0921  HISTORY     - 19950524 GOOD             NGS
 PU0921  HISTORY     - 20120522 GOOD             INDIV
 PU0921
 PU0921                          STATION DESCRIPTION
 PU0921
 PU0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0921'1.6 MI W FROM UNION CENTER.
 PU0921'1.5 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0921'CENTER, THENCE 0.1 MILE NORTH ACROSS COUNTRY, 57.5 FEET
 PU0921'WEST-NORTHWEST OF THE STATION, 79 FEET WEST OF REFERENCE MARK 1 AND
 PU0921'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 PU0921
 PU0921                          STATION RECOVERY (1972)
 PU0921
 PU0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0921'RECOVERED IN GOOD CONDITION.
 PU0921
 PU0921                          STATION RECOVERY (1995)
 PU0921
 PU0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0921'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0921'IN UNION CENTER, 667.4 M (2189.6 FT) EAST OF MILEPOST 79, 101.4 M
 PU0921'(332.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.7 M (58.1 FT) WEST OF
 PU0921'TRIANGULATION STATION MONTE, 15.0 M (49.2 FT) ABOVE THE LEVEL OF THE
 PU0921'HIGHWAY, 2.7 M (8.9 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH
 PU0921'WITH THE GROUND SURFACE.
 PU0921
 PU0921                          STATION RECOVERY (2012)
 PU0921
 PU0921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0923 ***********************************************************************
 PU0923  DESIGNATION -  MONTE RM 3
 PU0923  PID         -  PU0923
 PU0923  STATE/COUNTY-  SD/MEADE
 PU0923  COUNTRY     -  US
 PU0923  USGS QUAD   -  UNION CENTER (2017)
 PU0923
 PU0923                         *CURRENT SURVEY CONTROL
 PU0923  ______________________________________________________________________
 PU0923* NAD 83(1986) POSITION- 44 33 38.     (N) 102 43 25.     (W)   SCALED
 PU0923* NAVD 88 ORTHO HEIGHT -   861.219 (meters)     2825.52  (feet) ADJUSTED
 PU0923  ______________________________________________________________________
 PU0923  GEOID HEIGHT    -        -18.044 (meters)                     GEOID18
 PU0923  DYNAMIC HEIGHT  -        860.982 (meters)     2824.74  (feet) COMP
 PU0923  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 PU0923
 PU0923  VERT ORDER      -  FIRST     CLASS II
 PU0923
 PU0923.The horizontal coordinates were scaled from a map and have
 PU0923.an estimated accuracy of +/- 6 seconds.
 PU0923
 PU0923.The orthometric height was determined by differential leveling and
 PU0923.adjusted by the NATIONAL GEODETIC SURVEY
 PU0923.in October 1997.
 PU0923
 PU0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0923.GEOID18 height accuracy estimate available here.
 PU0923
 PU0923.Click photographs - Photos may exist for this station.
 PU0923
 PU0923.The dynamic height is computed by dividing the NAVD 88
 PU0923.geopotential number by the normal gravity value computed on the
 PU0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0923.degrees latitude (g = 980.6199 gals.).
 PU0923
 PU0923.The modeled gravity was interpolated from observed gravity values.
 PU0923
 PU0923;                    North         East    Units  Estimated Accuracy
 PU0923;SPC SD N     -    84,450.      383,660.      MT  (+/- 180 meters Scaled)
 PU0923
 PU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK807366(NAD 83)
 PU0923
 PU0923                          SUPERSEDED SURVEY CONTROL
 PU0923
 PU0923.No superseded survey control is available for this station.
 PU0923
 PU0923_MARKER: DR = REFERENCE MARK DISK
 PU0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0923_STAMPING: MONTE 1962 NO 3 1972
 PU0923_MARK LOGO: CGS
 PU0923_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0923+STABILITY: SURFACE MOTION
 PU0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0923+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 PU0923
 PU0923  HISTORY     - Date     Condition        Report By
 PU0923  HISTORY     - 1972     MONUMENTED       NGS
 PU0923  HISTORY     - 19950524 GOOD             NGS
 PU0923  HISTORY     - 20120510 GOOD             INDIV
 PU0923
 PU0923                          STATION DESCRIPTION
 PU0923
 PU0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PU0923'2.75 MILES WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU0923'STORE AT UNION CENTER, AT THE INTERSECTION OF A GRADED ROAD SOUTH
 PU0923'AND A SECTION LINE TRACK ROAD TO THE NORTH, 105 FEET SOUTH OF THE
 PU0923'CENTER OF THE HIGHWAY, 37 FEET WEST OF THE CENTER OF THE GRADED
 PU0923'ROAD, 1.3 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT EAST OF A
 PU0923'FENCE, AND SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PU0923'NOTE-- BENCH MARK MONTE AZI WAS RECOVERED IN GOOD CONDITION,
 PU0923'THE DISK WAS REMOVED AT THIS TIME.
 PU0923
 PU0923                          STATION RECOVERY (1995)
 PU0923
 PU0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0923'4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0923'IN UNION CENTER, 298.9 M (980.6 FT) EAST OF MILEPOST 78, 29.7 M (97.4
 PU0923'FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT) WEST OF THE
 PU0923'CENTER OF A GRAVELED ROAD, 11.3 M (37.1 FT) SOUTH OF THE WEST END OF A
 PU0923'CULVERT UNDER THE ROAD, 1.4 M (4.6 FT) NORTH OF A FENCE CORNER, 0.4 M
 PU0923'(1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 PU0923'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU0923'SURFACE.
 PU0923
 PU0923                          STATION RECOVERY (2012)
 PU0923
 PU0923'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1890 ***********************************************************************
 NM1890  DESIGNATION -  MONUMENT
 NM1890  PID         -  NM1890
 NM1890  STATE/COUNTY-  SD/BON HOMME
 NM1890  COUNTRY     -  US
 NM1890  USGS QUAD   -  TYNDALL (2017)
 NM1890
 NM1890                         *CURRENT SURVEY CONTROL
 NM1890  ______________________________________________________________________
 NM1890* NAD 83(1996) POSITION- 42 52 46.98793(N) 097 45 48.91624(W)   ADJUSTED
 NM1890* NAVD 88 ORTHO HEIGHT -   389.    (meters)     1276.    (feet) SCALED
 NM1890  ______________________________________________________________________
 NM1890  GEOID HEIGHT    -        -25.923 (meters)                     GEOID18
 NM1890  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 NM1890  HORZ ORDER      -  SECOND
 NM1890
 NM1890.The horizontal coordinates were established by classical geodetic methods
 NM1890.and adjusted by the National Geodetic Survey in January 1998.
 NM1890
 NM1890.The orthometric height was scaled from a topographic map.
 NM1890
 NM1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1890.GEOID18 height accuracy estimate available here.
 NM1890
 NM1890.Click photographs - Photos may exist for this station.
 NM1890
 NM1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1890
 NM1890. The following values were computed from the NAD 83(1996) position.
 NM1890
 NM1890;                    North         East     Units Scale Factor Converg.
 NM1890;SPC SD S     -    63,946.852   809,912.064   MT  0.99998934   +1 46 21.9
 NM1890;SPC SD S     -   209,798.96  2,657,186.50   sFT  0.99998934   +1 46 21.9
 NM1890;UTM  14      - 4,748,199.339   600,974.864   MT  0.99972543   +0 50 29.0
 NM1890
 NM1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1890!SPC SD S     -   0.99994303  x   0.99998934  =   0.99993237
 NM1890!UTM  14      -   0.99994303  x   0.99972543  =   0.99966848
 NM1890
 NM1890:                Primary Azimuth Mark                     Grid Az
 NM1890:SPC SD S     -  MONUMENT AZ MK                           185 23 07.1
 NM1890:UTM  14      -  MONUMENT AZ MK                           186 19 00.0
 NM1890
 NM1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0097448199(NAD 83)
 NM1890
 NM1890|---------------------------------------------------------------------|
 NM1890| PID    Reference Object                     Distance      Geod. Az  |
 NM1890|                                                           dddmmss.s |
 NM1890| NM1888 TABOR CHURCH SPIRE                  APPROX.11.6 KM 0473236.9 |
 NM1890| CO3315 MONUMENT RM 1                        26.835 METERS 17305     |
 NM1890| CO3314 MONUMENT AZ MK                                     1870929.0 |
 NM1890| CO3316 MONUMENT RM 2                                      27138     |
 NM1890|---------------------------------------------------------------------|
 NM1890
 NM1890                          SUPERSEDED SURVEY CONTROL
 NM1890
 NM1890  NAD 83(1995)-  42 52 46.98794(N)    097 45 48.91624(W) AD(       ) 2
 NM1890  NAD 83(1986)-  42 52 46.99783(N)    097 45 48.91169(W) AD(       ) 2
 NM1890  NAD 27      -  42 52 46.99900(N)    097 45 47.67500(W) AD(       ) 2
 NM1890
 NM1890.Superseded values are not recommended for survey control.
 NM1890
 NM1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1890.See file dsdata.pdf to determine how the superseded data were derived.
 NM1890
 NM1890_MARKER: DS = TRIANGULATION STATION DISK
 NM1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1890_STAMPING: MONUMENT 1948
 NM1890_MARK LOGO: CGS
 NM1890_PROJECTION: FLUSH
 NM1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1890+STABILITY: SURFACE MOTION
 NM1890
 NM1890  HISTORY     - Date     Condition        Report By
 NM1890  HISTORY     - 1948     MONUMENTED       CGS
 NM1890
 NM1890                          STATION DESCRIPTION
 NM1890
 NM1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1890'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF TABOR, ABOUT
 NM1890'6-1/2 MILES EAST-NORTHEAST OF SPRINGFIELD, NEAR A MONUMENT
 NM1890'ERECTED AT THE SITE OF THE FIRST SCHOOL HOUSE IN THIS TERRITORY.
 NM1890'IT IS 143 FEET EAST OF THE NORTHEAST CORNER OF A RURAL SCHOOL
 NM1890'HOUSE, 52 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED
 NM1890'ROAD, 88 FEET NORTH OF THE IRON FENCE AROUND THE MONUMENT, AND
 NM1890'32 FEET SOUTHWEST OF A FENCE CORNER.  THE DISK IS STAMPED
 NM1890'MONUMENT 1948 AND IS SET FLUSH WITH THE GROUND.
 NM1890'
 NM1890'REFERENCE MARK NO. 1 IS 88.04 FEET SOUTH OF THE STATION AND IS
 NM1890'SET IN A DRILL HOLE IN THE CONCRETE APRON WHICH SURROUNDS THE
 NM1890'STONE MONUMENT.  IT IS 2.3 FEET WEST OF THE NORTHEAST CORNER
 NM1890'OF THE IRON FENCE, AND 38 FEET WEST OF THE CENTERLINE OF THE
 NM1890'ROAD.  THE DISK IS STAMPED MONUMENT NO. 1 1948 AND IS SET FLUSH
 NM1890'WITH THE CONCRETE.
 NM1890'
 NM1890'REFERENCE MARK NO. 2 IS 142.86 FEET WEST OF THE STATION, AND
 NM1890'1.5 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING.
 NM1890'THE DISK IS STAMPED MONUMENT NO. 2 1948 AND PROJECTS 6 INCHES.
 NM1890'
 NM1890'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION, 27
 NM1890'FEET WEST OF THE CENTERLINE OF A GRAVELLED ROAD, 10 FEET SOUTH OF
 NM1890'THE CENTERLINE OF A FARM DRIVE, AND 2 FEET SOUTHEAST OF A GATE
 NM1890'POST.  THE DISK IS STAMPED MONUMENT 1948 AND PROJECTS 6 INCHES.
 NM1890'
 NM1890'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE EAST
 NM1890'EDGE OF TABOR, GO SOUTH ON STATE HIGHWAY 50 FOR 2.3 MILES TO A
 NM1890'FORK.  KEEP STRAIGHT AHEAD, ON THE GRAVELLED ROAD, FOR 0.2 MILE
 NM1890'TO A CROSS ROAD.  TURN RIGHT AND GO 5.55 MILES TO A CROSS ROAD.
 NM1890'TURN LEFT AND GO SOUTH FOR 2.0 MILES TO THE MONUMENT ON THE
 NM1890'RIGHT AND THE STATION AS DESCRIBED.
 NM1890'
 NM1890'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.25
 NM1890'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NM1890'
 NM1890'A 4 FOOT SIGNAL AT TABOR IS VISIBLE AT 25 FEET.
 NM1890'
 NM1890'A 4 FOOT SIGNAL AT TT57PB (USGS) IS VISIBLE AT 20 FEET.
 NM1890'
 NM1890'A 4 FOOT SIGNAL AT BON IS VISIBLE AT 20 FEET.
 NM1890'
 NM1890'A 4 FOOT SIGNAL AT HERRICK (MRC) IS VISIBLE FROM THE GROUND.
 NM1890'
 NM1890'A 4 FOOT SIGNAL AT SANTEE (MRC) IS VISIBLE FROM THE GROUND.
 NM1890'
 NM1890'A 74 FOOT SIGNAL AT SANTEE 1901 IS VISIBLE FROM THE GROUND.
 NM1890'
 NM1890'A 10 FOOT SIGNAL AT SPRING IS VISIBLE AT 37 FEET.
 NM1890'
 NM1890'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0951 ***********************************************************************
 PR0951  DESIGNATION -  MOODY
 PR0951  PID         -  PR0951
 PR0951  STATE/COUNTY-  SD/MOODY
 PR0951  COUNTRY     -  US
 PR0951  USGS QUAD   -  FLANDREAU NE (2017)
 PR0951
 PR0951                         *CURRENT SURVEY CONTROL
 PR0951  ______________________________________________________________________
 PR0951* NAD 83(1996) POSITION- 44 11 21.32982(N) 096 35 18.34616(W)   ADJUSTED
 PR0951* NAVD 88 ORTHO HEIGHT -   526.    (meters)     1726.    (feet) SCALED
 PR0951  ______________________________________________________________________
 PR0951  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 PR0951  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 PR0951  HORZ ORDER      -  THIRD
 PR0951
 PR0951.The horizontal coordinates were established by classical geodetic methods
 PR0951.and adjusted by the National Geodetic Survey in January 1998.
 PR0951
 PR0951.The orthometric height was scaled from a topographic map.
 PR0951
 PR0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0951.GEOID18 height accuracy estimate available here.
 PR0951
 PR0951.Click photographs - Photos may exist for this station.
 PR0951
 PR0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0951
 PR0951. The following values were computed from the NAD 83(1996) position.
 PR0951
 PR0951;                    North         East     Units Scale Factor Converg.
 PR0951;SPC SD S     -   212,931.573   899,293.583   MT  0.99995649   +2 35 00.3
 PR0951;SPC SD S     -   698,593.00  2,950,432.36   sFT  0.99995649   +2 35 00.3
 PR0951;UTM  14      - 4,895,721.714   692,731.559   MT  1.00005686   +1 40 53.2
 PR0951
 PR0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0951!SPC SD S     -   0.99992153  x   0.99995649  =   0.99987803
 PR0951!UTM  14      -   0.99992153  x   1.00005686  =   0.99997839
 PR0951
 PR0951:                Primary Azimuth Mark                     Grid Az
 PR0951:SPC SD S     -  MOODY AZ MK                              354 43 59.9
 PR0951:UTM  14      -  MOODY AZ MK                              355 38 07.0
 PR0951
 PR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9273195721(NAD 83)
 PR0951
 PR0951|---------------------------------------------------------------------|
 PR0951| PID    Reference Object                     Distance      Geod. Az  |
 PR0951|                                                           dddmmss.s |
 PR0951| PR0176 24 A                                 74.215 METERS 09000     |
 PR0951| CO9280 MOODY RM 1                           21.770 METERS 26344     |
 PR0951| CO9281 MOODY RM 2                           11.800 METERS 35355     |
 PR0951| CO9279 MOODY AZ MK                                        3571900.2 |
 PR0951|---------------------------------------------------------------------|
 PR0951
 PR0951                          SUPERSEDED SURVEY CONTROL
 PR0951
 PR0951  NAD 83(1986)-  44 11 21.33013(N)    096 35 18.32599(W) AD(       ) 3
 PR0951  NAD 27      -  44 11 21.44300(N)    096 35 17.16200(W) AD(       ) 3
 PR0951
 PR0951.Superseded values are not recommended for survey control.
 PR0951
 PR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0951.See file dsdata.pdf to determine how the superseded data were derived.
 PR0951
 PR0951_MARKER: DS = TRIANGULATION STATION DISK
 PR0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0951_STAMPING: MOODY 1949
 PR0951_MARK LOGO: CGS
 PR0951_PROJECTION: FLUSH
 PR0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0951+STABILITY: SURFACE MOTION
 PR0951
 PR0951  HISTORY     - Date     Condition        Report By
 PR0951  HISTORY     - 1949     MONUMENTED       CGS
 PR0951
 PR0951                          STATION DESCRIPTION
 PR0951
 PR0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0951'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF ELKTON,
 PR0951'ALONG THE EAST SIDE OF STATE HIGHWAY 13.  IT IS 38 FEET EAST
 PR0951'OF THE CENTERLINE OF THE HIGHWAY, 5 FEET EAST OF THE RIGHT-OF-WAY
 PR0951'FENCE AND 4 FEET NORTH OF A FENCE RUNNING EAST.  THE MARK IS
 PR0951'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR0951'MOODY 1949.
 PR0951'
 PR0951'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE CENTERLINE OF THE
 PR0951'HIGHWAY AND 1 FOOT EAST OF A T-FENCE CORNER.  THE MARK IS
 PR0951'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR0951'MOODY NO 1 1949.
 PR0951'
 PR0951'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE CENTERLINE OF
 PR0951'THE HIGHWAY AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 PR0951'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 PR0951'IS STAMPED MOODY NO 2 1949.
 PR0951'
 PR0951'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHWEST OF THE STATION,
 PR0951'32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST
 PR0951'OF THE RIGHT-OF-WAY FENCE, THE MARK PROJECTS 6 INCHES AND THE
 PR0951'DISK IS STAMPED MOODY 1949.
 PR0951'
 PR0951'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MOODY
 PR0951'TO (S. DAK. GEOD. S.) MARK.  IT IS 1 FOOT NORTH OF THE EAST
 PR0951'AND WEST FENCE.  THE MARK IS A BRONZE DISK SET IN A 6 INCH SQUARE
 PR0951'CONCRETE POST WHICH PROJECTS 3 INCHES AND THE DISK HAS NO
 PR0951'STAMPING OTHER THAN THE LEGEND U.S. COAST AND GEODETIC AND
 PR0951'STATE SURVEY.
 PR0951'
 PR0951'TO REACH FROM THE JUNCTION OF MAIN STREET AND STATE HIGHWAY 13
 PR0951'IN FLANDREAU, GO NORTH ON HIGHWAY 13 FOR 10.1 MILES TO A T-FENCE
 PR0951'CORNER ON THE RIGHT AND THE STATION.
 PR0951'
 PR0951'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 PR0951'HIGHWAY 0.35 MILE TO THE MARK ON THE LEFT.
 PR0951'
 PR0951'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0717 ***********************************************************************
 OS0717  DESIGNATION -  MORAN
 OS0717  PID         -  OS0717
 OS0717  STATE/COUNTY-  SD/MELLETTE
 OS0717  COUNTRY     -  US
 OS0717  USGS QUAD   -  WHITE RIVER NE (2017)
 OS0717
 OS0717                         *CURRENT SURVEY CONTROL
 OS0717  ______________________________________________________________________
 OS0717* NAD 83(1996) POSITION- 43 40 10.01691(N) 100 30 45.26895(W)   ADJUSTED
 OS0717* NAVD 88 ORTHO HEIGHT -   664.    (meters)     2178.    (feet) SCALED
 OS0717  ______________________________________________________________________
 OS0717  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 OS0717  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 OS0717  HORZ ORDER      -  FIRST
 OS0717
 OS0717.The horizontal coordinates were established by classical geodetic methods
 OS0717.and adjusted by the National Geodetic Survey in January 1998.
 OS0717
 OS0717.The orthometric height was scaled from a topographic map.
 OS0717
 OS0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0717.GEOID18 height accuracy estimate available here.
 OS0717
 OS0717.Click photographs - Photos may exist for this station.
 OS0717
 OS0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0717
 OS0717. The following values were computed from the NAD 83(1996) position.
 OS0717
 OS0717;                    North         East     Units Scale Factor Converg.
 OS0717;SPC SD S     -   148,446.440   585,545.509   MT  0.99990727   -0 07 25.1
 OS0717;SPC SD S     -   487,028.03  1,921,077.22   sFT  0.99990727   -0 07 25.1
 OS0717;UTM  14      - 4,836,271.900   378,058.746   MT  0.99978290   -1 02 40.4
 OS0717
 OS0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0717!SPC SD S     -   0.99989967  x   0.99990727  =   0.99980695
 OS0717!UTM  14      -   0.99989967  x   0.99978290  =   0.99968259
 OS0717
 OS0717:                Primary Azimuth Mark                     Grid Az
 OS0717:SPC SD S     -  MORAN AZ MK                              168 22 38.6
 OS0717:UTM  14      -  MORAN AZ MK                              169 17 53.9
 OS0717
 OS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7805836271(NAD 83)
 OS0717
 OS0717|---------------------------------------------------------------------|
 OS0717| PID    Reference Object                     Distance      Geod. Az  |
 OS0717|                                                           dddmmss.s |
 OS0717| CO3324 MORAN RM 1                           26.697 METERS 03455     |
 OS0717| CO3323 MORAN AZ MK                                        1681513.5 |
 OS0717| CO3325 MORAN RM 2                           30.145 METERS 27635     |
 OS0717| OS0712 MURDO MUNICIPAL TANK                APPROX.29.3 KM 3262830.2 |
 OS0717|---------------------------------------------------------------------|
 OS0717
 OS0717                          SUPERSEDED SURVEY CONTROL
 OS0717
 OS0717  NAD 83(1995)-  43 40 10.01259(N)    100 30 45.27456(W) AD(       ) 1
 OS0717  NAD 83(1986)-  43 40 10.01197(N)    100 30 45.27972(W) AD(       ) 1
 OS0717  NAD 27      -  43 40 10.03900(N)    100 30 43.76200(W) AD(       ) 1
 OS0717
 OS0717.Superseded values are not recommended for survey control.
 OS0717
 OS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0717.See file dsdata.pdf to determine how the superseded data were derived.
 OS0717
 OS0717_MARKER: DS = TRIANGULATION STATION DISK
 OS0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0717_STAMPING: MORAN 1936
 OS0717_MARK LOGO: CGS
 OS0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0717+STABILITY: SURFACE MOTION
 OS0717
 OS0717  HISTORY     - Date     Condition        Report By
 OS0717  HISTORY     - 1936     MONUMENTED       CGS
 OS0717
 OS0717                          STATION DESCRIPTION
 OS0717
 OS0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0717'STATION MORAN IS LOCATED ABOUT 13 MILES, NORTH AND WEST OF WOOD,
 OS0717'S. DAK., ON THE TOP OF A FLAT PASTURE HILL, ABOUT 10 PACES
 OS0717'NORTHEAST OF THE CENTERLINE OF A DIM FIELD ROAD, ABOUT 0.2
 OS0717'MILE NORTHWEST OF THE ROAD LEADING OFF TO THE EAST TO A.
 OS0717'MORANS HOUSE.
 OS0717'
 OS0717'TO REACH FROM WOOD, FROM THE INTERSECTION OF STATE HIGHWAY
 OS0717'40 WITH A NORTH-SOUTH SECTION-LINE ROAD ABOUT 0.5 MILE
 OS0717'WEST OF THE CENTER OF WOOD, FOLLOW THE SECTION-LINE ROAD NORTH
 OS0717'FOR 2.5 MILES, HERE TURN WEST AND GO 1.0 MILE, TURN NORTH
 OS0717'AND GO 9.4 MILES TO A ROAD LEADING OFF TO THE WEST THROUGH
 OS0717'A FIELD JUST OPPOSITE ANOTHER ROAD LEADING TO A. MORANS HOUSE,
 OS0717'FOLLOW THE DIM FIELD ROAD ABOUT 0.2 MILE TO THE HIGHEST
 OS0717'GROUND IN VICINITY AND THE STATION ON THE RIGHT.
 OS0717'
 OS0717'AZIMUTH MARK IS ABOUT 25 FEET EAST OF THE CENTERLINE OF
 OS0717'SECTION ROAD, 0.45 MILE SOUTH OF THE ROAD LEADING TO THE MORAN
 OS0717'HOUSE, ABOUT 0.65 MILE SOUTH OF THE STATION.  THE AZIMUTH
 OS0717'MARK IS LOCATED IN A FLAT FIELD ON LAND OF NO PARTICULAR
 OS0717'PROMINENCNE.
 OS0717'
 OS0717'REFERENCE MARK NO. 1 IS 87.59 FEET EAST OF THE STATION
 OS0717'AND 160.21 FEET SOUTHEAST OF REFERENCE MARK NO. 2.
 OS0717'
 OS0717'REFERENCE MARK NO. 2 IS 98.90 FEET NORTH OF THE STATION.
 OS0717'
 OS0717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0717'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0500 ***********************************************************************
 QT0500  DESIGNATION -  MORE
 QT0500  PID         -  QT0500
 QT0500  STATE/COUNTY-  SD/BUTTE
 QT0500  COUNTRY     -  US
 QT0500  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0500
 QT0500                         *CURRENT SURVEY CONTROL
 QT0500  ______________________________________________________________________
 QT0500* NAD 83(1996) POSITION- 45 02 08.69594(N) 103 02 30.61345(W)   ADJUSTED
 QT0500* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 QT0500  ______________________________________________________________________
 QT0500  GEOID HEIGHT    -        -17.160 (meters)                     GEOID18
 QT0500  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC18
 QT0500  HORZ ORDER      -  THIRD
 QT0500
 QT0500.The horizontal coordinates were established by classical geodetic methods
 QT0500.and adjusted by the National Geodetic Survey in January 1998.
 QT0500
 QT0500.The orthometric height was scaled from a topographic map.
 QT0500
 QT0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0500.GEOID18 height accuracy estimate available here.
 QT0500
 QT0500.Click photographs - Photos may exist for this station.
 QT0500
 QT0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0500
 QT0500. The following values were computed from the NAD 83(1996) position.
 QT0500
 QT0500;                    North         East     Units Scale Factor Converg.
 QT0500;SPC SD N     -   138,117.496   360,380.940   MT  0.99993915   -2 09 10.2
 QT0500;SPC SD N     -   453,140.48  1,182,349.80   sFT  0.99993915   -2 09 10.2
 QT0500;UTM  13      - 4,988,786.862   654,237.199   MT  0.99989252   +1 23 08.8
 QT0500
 QT0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0500!SPC SD N     -   0.99986890  x   0.99993915  =   0.99980805
 QT0500!UTM  13      -   0.99986890  x   0.99989252  =   0.99976143
 QT0500
 QT0500:                Primary Azimuth Mark                     Grid Az
 QT0500:SPC SD N     -  MORE AZ MK                               173 55 43.3
 QT0500:UTM  13      -  MORE AZ MK                               170 23 24.3
 QT0500
 QT0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5423788786(NAD 83)
 QT0500
 QT0500|---------------------------------------------------------------------|
 QT0500| PID    Reference Object                     Distance      Geod. Az  |
 QT0500|                                                           dddmmss.s |
 QT0500| CQ8614 MORE RM 1                            11.794 METERS 12316     |
 QT0500| QT0502 MORE AZ MK                          APPROX. 0.6 KM 1714633.1 |
 QT0500| CQ8615 MORE RM 2                            10.794 METERS 22220     |
 QT0500|---------------------------------------------------------------------|
 QT0500
 QT0500                          SUPERSEDED SURVEY CONTROL
 QT0500
 QT0500  NAD 83(1993)-  45 02 08.68886(N)    103 02 30.61113(W) AD(       ) 3
 QT0500  NAD 83(1986)-  45 02 08.68601(N)    103 02 30.61009(W) AD(       ) 3
 QT0500  NAD 27      -  45 02 08.72200(N)    103 02 28.99300(W) AD(       ) 3
 QT0500
 QT0500.Superseded values are not recommended for survey control.
 QT0500
 QT0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0500.See file dsdata.pdf to determine how the superseded data were derived.
 QT0500
 QT0500_MARKER: DS = TRIANGULATION STATION DISK
 QT0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0500_STAMPING: MORE 1951
 QT0500_MARK LOGO: CGS
 QT0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0500+STABILITY: SURFACE MOTION
 QT0500
 QT0500  HISTORY     - Date     Condition        Report By
 QT0500  HISTORY     - 1951     MONUMENTED       CGS
 QT0500  HISTORY     - 1973     GOOD             USGS
 QT0500
 QT0500                          STATION DESCRIPTION
 QT0500
 QT0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCM)
 QT0500'THE STATION IS IN SECTION 4, T 12 N, R 9 E, ABOUT 30 MILES
 QT0500'NORTHEAST OF NEWELL, 3 MILES WEST OF THE BUTTE-PERKINS COUNTY
 QT0500'LINE AND 1-3/4 MILES SOUTH OF THE MOREAU RIVER.
 QT0500'
 QT0500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QT0500'AND STATE HIGHWAY 79 AT THE NORTH EDGE OF NEWELL, GO EAST
 QT0500'ON U.S. HIGHWAY 212 FOR 3 MILES TO A SIDE ROAD ON THE LEFT
 QT0500'AND SIGN ON THE RIGHT TWILIGHT, TURN LEFT (NORTH) AND FOLLOW
 QT0500'THE MAIN GRAVELED ROAD FOR 16.5 MILES TO A SIDE ROAD ON THE
 QT0500'RIGHT, TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 14.8 MILES
 QT0500'TO A SMALL SCHOOL HOUSE ON THE RIGHT, CONTINUE NORTH AND
 QT0500'EAST ON THE MAIN ROAD FOR 2.5 MILES TO A CROSSROAD, TURN LEFT
 QT0500'(NORTH) AND GO FOR 1.65 MILES TO A SMALL WOODEN BRIDGE,
 QT0500'CONTINUE ON THE MAIN ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON
 QT0500'THE LEFT AS DESCRIBED BELOW, CONTINUE ON THE MAIN ROAD
 QT0500'FOR 0.35 MILE TO THE STATION MARK ON THE LEFT AS
 QT0500'DESCRIBED.
 QT0500'
 QT0500'THE STATION MARK IS 150 FEET WEST OF THE CENTER OF THE MAIN
 QT0500'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0500'MORE 1951.
 QT0500'
 QT0500'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0500'MORE NO 1 1951.
 QT0500'
 QT0500'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0500'MORE NO 2 1951.
 QT0500'
 QT0500'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF THE ROAD.
 QT0500'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MORE 1951.
 QT0500'
 QT0500'NOTE--THIS STATION WAS BUILT IN 1951 BUT WAS NOT OCCUPIED.
 QT0500'
 QT0500'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0500
 QT0500                          STATION RECOVERY (1973)
 QT0500
 QT0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0500'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 212 AND STATE
 QT0500'HWY. 79 ON THE NORTHEDGE OF NEWELL, GO EAST AND NORTHEAST
 QT0500'ON U.S. HWY. 212 FOR 15.3 MI TO A GRAVEL RD. ON THE LEFT AT
 QT0500'SIGN TWILIGHT RD.  TURN LEFT AND GO NORTH ON GRAVEL RD FOR 17.6
 QT0500'MI TO A GRAVEL RD. NORTH.  TURN LEFT AND GO NORTH FOR 3.0 MI TO A
 QT0500'TRACK RD. ON THE LEFT.  GO WEST FOR 0.1 MI TO THE TOP OF A
 QT0500'HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0502 ***********************************************************************
 QT0502  DESIGNATION -  MORE AZ MK
 QT0502  PID         -  QT0502
 QT0502  STATE/COUNTY-  SD/BUTTE
 QT0502  COUNTRY     -  US
 QT0502  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0502
 QT0502                         *CURRENT SURVEY CONTROL
 QT0502  ______________________________________________________________________
 QT0502* NAD 83(1996) POSITION- 45 01 50.80180(N) 103 02 26.96621(W)   ADJUSTED
 QT0502* NAVD 88 ORTHO HEIGHT -   884.    (meters)     2900.    (feet) SCALED
 QT0502  ______________________________________________________________________
 QT0502  GEOID HEIGHT    -        -17.160 (meters)                     GEOID18
 QT0502  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 QT0502  HORZ ORDER      -  THIRD
 QT0502
 QT0502.The horizontal coordinates were established by classical geodetic methods
 QT0502.and adjusted by the National Geodetic Survey in January 1998.
 QT0502
 QT0502.The orthometric height was scaled from a topographic map.
 QT0502
 QT0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0502.GEOID18 height accuracy estimate available here.
 QT0502
 QT0502.Click photographs - Photos may exist for this station.
 QT0502
 QT0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0502
 QT0502. The following values were computed from the NAD 83(1996) position.
 QT0502
 QT0502;                    North         East     Units Scale Factor Converg.
 QT0502;SPC SD N     -   137,562.527   360,439.968   MT  0.99993918   -2 09 07.6
 QT0502;SPC SD N     -   451,319.72  1,182,543.46   sFT  0.99993918   -2 09 07.6
 QT0502;UTM  13      - 4,988,236.620   654,330.362   MT  0.99989287   +1 23 10.9
 QT0502
 QT0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0502!SPC SD N     -   0.99986404  x   0.99993918  =   0.99980322
 QT0502!UTM  13      -   0.99986404  x   0.99989287  =   0.99975692
 QT0502
 QT0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5433088236(NAD 83)
 QT0502
 QT0502                          SUPERSEDED SURVEY CONTROL
 QT0502
 QT0502  NAD 83(1993)-  45 01 50.79447(N)    103 02 26.96388(W) AD(       ) 3
 QT0502  NAD 83(1986)-  45 01 50.79187(N)    103 02 26.96286(W) AD(       ) 3
 QT0502  NAD 27      -  45 01 50.78600(N)    103 02 25.33800(W) AD(       ) 3
 QT0502
 QT0502.Superseded values are not recommended for survey control.
 QT0502
 QT0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0502.See file dsdata.pdf to determine how the superseded data were derived.
 QT0502
 QT0502_MARKER: DZ = AZIMUTH MARK DISK
 QT0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0502_STAMPING: MORE 1951
 QT0502_MARK LOGO: CGS
 QT0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0502+STABILITY: SURFACE MOTION
 QT0502
 QT0502  HISTORY     - Date     Condition        Report By
 QT0502  HISTORY     - 1951     MONUMENTED       CGS
 QT0502  HISTORY     - 1962     GOOD             CGS
 QT0502
 QT0502                          STATION DESCRIPTION
 QT0502
 QT0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QT0502'AND STATE HIGHWAY 79 AT THE NORTH EDGE OF NEWELL, GO EAST
 QT0502'ON U.S. HIGHWAY 212 FOR 3 MILES TO A SIDE ROAD ON THE LEFT
 QT0502'AND SIGN ON THE RIGHT TWILIGHT, TURN LEFT (NORTH) AND FOLLOW
 QT0502'THE MAIN GRAVELED ROAD FOR 16.5 MILES TO A SIDE ROAD ON THE
 QT0502'RIGHT, TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 14.8 MILES
 QT0502'TO A SMALL SCHOOL HOUSE ON THE RIGHT, CONTINUE NORTH AND
 QT0502'EAST ON THE MAIN ROAD FOR 2.5 MILES TO A CROSSROAD, TURN LEFT
 QT0502'(NORTH) AND GO FOR 1.65 MILES TO A SMALL WOODEN BRIDGE,
 QT0502'CONTINUE ON THE MAIN ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON
 QT0502'THE LEFT AS DESCRIBED.
 QT0502'
 QT0502'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF THE ROAD.
 QT0502'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MORE 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0756 ***********************************************************************
 QS0756  DESIGNATION -  MOREAU
 QS0756  PID         -  QS0756
 QS0756  STATE/COUNTY-  SD/DEWEY
 QS0756  COUNTRY     -  US
 QS0756  USGS QUAD   -  MOREAU SE (2017)
 QS0756
 QS0756                         *CURRENT SURVEY CONTROL
 QS0756  ______________________________________________________________________
 QS0756* NAD 83(1996) POSITION- 45 16 23.06089(N) 100 18 55.96265(W)   ADJUSTED
 QS0756* NAVD 88 ORTHO HEIGHT -   568.    (meters)     1864.    (feet) SCALED
 QS0756  ______________________________________________________________________
 QS0756  GEOID HEIGHT    -        -22.103 (meters)                     GEOID18
 QS0756  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 QS0756  HORZ ORDER      -  SECOND
 QS0756
 QS0756.The horizontal coordinates were established by classical geodetic methods
 QS0756.and adjusted by the National Geodetic Survey in January 1998.
 QS0756
 QS0756.The orthometric height was scaled from a topographic map.
 QS0756
 QS0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0756.GEOID18 height accuracy estimate available here.
 QS0756
 QS0756.Click photographs - Photos may exist for this station.
 QS0756
 QS0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0756
 QS0756. The following values were computed from the NAD 83(1996) position.
 QS0756
 QS0756;                    North         East     Units Scale Factor Converg.
 QS0756;SPC SD N     -   160,036.877   575,240.109   MT  0.99994659   -0 13 24.0
 QS0756;SPC SD N     -   525,054.32  1,887,266.92   sFT  0.99994659   -0 13 24.0
 QS0756;UTM  14      - 5,014,127.762   396,808.677   MT  0.99973093   -0 56 05.0
 QS0756
 QS0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0756!SPC SD N     -   0.99991436  x   0.99994659  =   0.99986096
 QS0756!UTM  14      -   0.99991436  x   0.99973093  =   0.99964532
 QS0756
 QS0756:                Primary Azimuth Mark                     Grid Az
 QS0756:SPC SD N     -  SCRANTON                                 114 40 00.4
 QS0756:UTM  14      -  SCRANTON                                 115 22 41.4
 QS0756
 QS0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9680814127(NAD 83)
 QS0756
 QS0756|---------------------------------------------------------------------|
 QS0756| PID    Reference Object                     Distance      Geod. Az  |
 QS0756|                                                           dddmmss.s |
 QS0756| QS0742 SCRANTON                            APPROX. 7.7 KM 1142636.4 |
 QS0756| CO6447 MOREAU RM 1                           8.178 METERS 26117     |
 QS0756| CO6446 MOREAU AZ MK                                       2970211.9 |
 QS0756| CO6448 MOREAU RM 2                           9.513 METERS 35123     |
 QS0756|---------------------------------------------------------------------|
 QS0756
 QS0756                          SUPERSEDED SURVEY CONTROL
 QS0756
 QS0756  NAD 83(1986)-  45 16 23.05266(N)    100 18 55.96390(W) AD(       ) 2
 QS0756  NAD 27      -  45 16 23.09300(N)    100 18 54.48700(W) AD(       ) 2
 QS0756
 QS0756.Superseded values are not recommended for survey control.
 QS0756
 QS0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0756.See file dsdata.pdf to determine how the superseded data were derived.
 QS0756
 QS0756_MARKER: DS = TRIANGULATION STATION DISK
 QS0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0756_STAMPING: MOREAU 1948
 QS0756_MARK LOGO: CGS
 QS0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0756+STABILITY: SURFACE MOTION
 QS0756
 QS0756  HISTORY     - Date     Condition        Report By
 QS0756  HISTORY     - 1948     MONUMENTED       CGS
 QS0756  HISTORY     - 1967     GOOD             USGS
 QS0756
 QS0756                          STATION DESCRIPTION
 QS0756
 QS0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0756'IT IS 16 MILES NORTH OF WHITLOCK CROSSING, 17 MILES NORTH OF
 QS0756'CHEYENNE AGENCY, 1 MILE WEST OF THE MISSOURI RIVER, IN THE
 QS0756'S.W. 104 OF SEC. 10, T 15 N., R 31 E.  IT IS 166 FEET SOUTH OF THE
 QS0756'APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 12 FEET SOUTH OF
 QS0756'A WITNESS POST.  THE MARK PROJECTS 12 INCHES AND THE DISK IS
 QS0756'STAMPED MOREAU 1948.
 QS0756'
 QS0756'REFERENCE MARK NO. 1 IS 26.83 FEET WEST-SOUTHWEST OF THE
 QS0756'STATION.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0756'MOREAU NO 1 1948.
 QS0756'
 QS0756'REFERENCE MARK NO. 2 IS 31.21 FEET NORTH-NORTHWEST OF THE
 QS0756'STATION.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 QS0756'MOREAU NO 2 1948.
 QS0756'
 QS0756'THE AZIMUTH MARK IS 0.4 MILE WEST-NORTHWEST OF THE STATION.
 QS0756'IT IS 48 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVEL
 QS0756'ROAD, 8 FEET EAST OF A TELEPHONE POLE AND 3 FEET EAST OF A
 QS0756'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QS0756'STAMPED MOREAU 1948.
 QS0756'
 QS0756'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN
 QS0756'WHITLOCK CROSSING, GO WESTERLY ON U.S. HIGHWAY 212 FOR 4.8
 QS0756'MILES TO A CROSSROADS, TURN RIGHT AND GO NORTH 19.1 MILES
 QS0756'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.  CONTINUE
 QS0756'WEST-NORTHWEST 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QS0756'
 QS0756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0756
 QS0756                          STATION RECOVERY (1967)
 QS0756
 QS0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (KE)
 QS0756'TO REACH THE STATION FROM THE BRIDGE AT WHITLOCKS CROSSING,
 QS0756'GO W. ON U.S. HWY. 212 FOR 7.8 MILES TO A T-RD-N, TURN RIGHT AND
 QS0756'GO N. FOR 11.8 MI. TO A T-RD-E., TURN RIGHT AND GO E. FOR
 QS0756'1.0 MI., N. FOR 2.0 MI., E. FOR 0.8 MI., NE FOR 1.4 MI. AND
 QS0756'A RANCH HOME, PASS THRU GATE IN HORSE LOT AND GO 0.3 MI. SE
 QS0756'TO AN OLD MAIN ROAD, FOLLOW THIS ROAD FOR 0.9 MI. TO A GATE
 QS0756'AND THE AZIMUTH MARK, CONTINUE ON ROAD FOR 0.3 MI, BEAR RIGHT
 QS0756'ACROSS PASTURE FOR 0.05 MI, TO NOSE OF RIDGE OVERLOOKING THE
 QS0756'OAHE RESERVOIR TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0521 ***********************************************************************
 QT0521  DESIGNATION -  MOREAU
 QT0521  PID         -  QT0521
 QT0521  STATE/COUNTY-  SD/HARDING
 QT0521  COUNTRY     -  US
 QT0521  USGS QUAD   -  MOREAU PEAK (2017)
 QT0521
 QT0521                         *CURRENT SURVEY CONTROL
 QT0521  ______________________________________________________________________
 QT0521* NAD 83(1996) POSITION- 45 20 41.72471(N) 103 42 53.96610(W)   ADJUSTED
 QT0521* NAVD 88 ORTHO HEIGHT -  1185.9   (meters)     3891.    (feet) VERTCON3
 QT0521  ______________________________________________________________________
 QT0521  GEOID HEIGHT    -        -16.024 (meters)                     GEOID18
 QT0521  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 QT0521  HORZ ORDER      -  FIRST
 QT0521
 QT0521.The horizontal coordinates were established by classical geodetic methods
 QT0521.and adjusted by the National Geodetic Survey in January 1998.
 QT0521
 QT0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0521
 QT0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0521.GEOID18 height accuracy estimate available here.
 QT0521
 QT0521.Click photographs - Photos may exist for this station.
 QT0521
 QT0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0521
 QT0521. The following values were computed from the NAD 83(1996) position.
 QT0521
 QT0521;                    North         East     Units Scale Factor Converg.
 QT0521;SPC SD N     -   174,652.432   308,963.602   MT  0.99995223   -2 37 45.3
 QT0521;SPC SD N     -   573,005.52  1,013,658.08   sFT  0.99995223   -2 37 45.3
 QT0521;UTM  13      - 5,022,071.293   600,668.812   MT  0.99972460   +0 54 51.0
 QT0521
 QT0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0521!SPC SD N     -   0.99981661  x   0.99995223  =   0.99976885
 QT0521!UTM  13      -   0.99981661  x   0.99972460  =   0.99954126
 QT0521
 QT0521:                Primary Azimuth Mark                     Grid Az
 QT0521:SPC SD N     -  MOREAU AZ MK                             037 32 51.9
 QT0521:UTM  13      -  MOREAU AZ MK                             034 00 15.6
 QT0521
 QT0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0066822071(NAD 83)
 QT0521
 QT0521|---------------------------------------------------------------------|
 QT0521| PID    Reference Object                     Distance      Geod. Az  |
 QT0521|                                                           dddmmss.s |
 QT0521| CQ8616 MOREAU AZ MK                                       0345506.6 |
 QT0521| CQ8617 MOREAU RM 1                          66.349 METERS 07352     |
 QT0521| QT0503 EAST DEER EAR BUTTE                 APPROX.56.9 KM 1320939.5 |
 QT0521| PU2258 WEST DEER EAR BUTTE                 APPROX.56.7 KM 1323424.5 |
 QT0521| QT0508 HAYSTACK BUTTE HIGHEST POINT        APPROX.37.6 KM 1463147.7 |
 QT0521| CQ8618 MOREAU RM 2                          22.680 METERS 16234     |
 QT0521|---------------------------------------------------------------------|
 QT0521
 QT0521                          SUPERSEDED SURVEY CONTROL
 QT0521
 QT0521  NAD 83(1993)-  45 20 41.71785(N)    103 42 53.95970(W) AD(       ) 1
 QT0521  NAD 83(1986)-  45 20 41.71354(N)    103 42 53.95972(W) AD(       ) 1
 QT0521  NAD 27      -  45 20 41.73300(N)    103 42 52.24600(W) AD(       ) 1
 QT0521  USSD        -  45 20 42.31300(N)    103 42 51.86900(W) AD(       ) 3
 QT0521  NGVD 29 (07/19/86) 1185.4    (m)         3889.     (f) VERT ANG       
 QT0521
 QT0521.Superseded values are not recommended for survey control.
 QT0521
 QT0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0521.See file dsdata.pdf to determine how the superseded data were derived.
 QT0521
 QT0521_MARKER: DS = TRIANGULATION STATION DISK
 QT0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0521_STAMPING: MOREAU 1912
 QT0521_MARK LOGO: CGS
 QT0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0521+STABILITY: SURFACE MOTION
 QT0521
 QT0521  HISTORY     - Date     Condition        Report By
 QT0521  HISTORY     - 1912     MONUMENTED       CGS
 QT0521  HISTORY     - 1938     GOOD             CGS
 QT0521  HISTORY     - 1952     GOOD             CGS
 QT0521
 QT0521                          STATION DESCRIPTION
 QT0521
 QT0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0521'ABOUT 7 MILES SOUTHEAST OF HARDING, IN THE NORTHEAST CORNER
 QT0521'OF SEC. 23, T16N, R3E, ON THE SOUTHWEST END OF A
 QT0521'PROMINENT MESA WHICH IS A PART OF THE SIOUX NATIONAL FOREST.
 QT0521'THE STATION IS ABOUT 25 METERS FROM THE SOUTH EDGE OF THE
 QT0521'MESA AND ABOUT 50 METERS FROM THE SOUTHWEST END, AND IS
 QT0521'MARKED BY A STANDARD DISK STATION MARK, SET IN THE TOP OF A
 QT0521'CONCRETE CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES LONG
 QT0521'INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.
 QT0521'THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 QT0521'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND
 QT0521'2 INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON
 QT0521'TOP AND 4 INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH OR
 QT0521'ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT 33 INCHES
 QT0521'BELOW THE SURFACE OF THE GROUND.  A REFERENCE MARK, IS
 QT0521'ON THE SOUTH EDGE OF THE BLUFF, 22.68 METERS FROM THE
 QT0521'STATION S 17 DEG 26 MIN E.  THE REFERENCE MARK
 QT0521'CONSISTS OF A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 QT0521'CYLINDER 5-1/2 INCHES IN DIAMETER AND 30 INCHES LONG INCASED
 QT0521'IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 QT0521'CYLINDER PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  ANOTHER
 QT0521'REFERENCE MARK, IS ALSO ON THE SOUTH EDGE OF THE BLUFF,
 QT0521'66.41 METERS FROM THE STATION N 73 DEG 53 MIN E, IT
 QT0521'CONSISTS OF A STANDARD DISK, CEMENTED IN SOLID ROCK.
 QT0521
 QT0521                          STATION RECOVERY (1938)
 QT0521
 QT0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0521'ABOUT 17 MILES, AIRLINE, SOUTHWEST OF BUFFALO, ABOUT 10 MILES,
 QT0521'AIRLINE, NORTHWEST OF REDIG, ABOUT 7-1/2 MILES, AIRLINE,
 QT0521'SOUTHEAST OF HARDING, IN THE NORTHEAST CORNER OF SEC. 23,
 QT0521'T6N, R3E, ON THE SOUTHWEST END OF A PROMINENT MESA
 QT0521'IN THE CUSTER NATIONAL FOREST.
 QT0521'
 QT0521'TO REACH FROM THE POST OFFICE AT HARDING, GO SOUTH ON GRADED
 QT0521'ROAD 0.7 MILES TO A LANE LEADING EAST, TURN EAST AND GO 1.85
 QT0521'MILES TO A GATE IN FENCE CORNER AND FORK JUST BEYOND GATE,
 QT0521'PASS THROUGH GATE AND TAKE LEFT FORK 1.8 MILES TO ANOTHER FORK,
 QT0521'TAKE LEFT FORK, GO ACROSS DRY CREEK BED AND CONTINUE 0.6 MILE
 QT0521'TO A SMALL STOCK RESERVOIR.  AT RESERVOIR TURN SHARP RIGHT
 QT0521'AND CROSS CREEK 300 FEET WEST OF DAM, CONTINUE ON ROAD UPHILL
 QT0521'0.8 MILE TO THE TOP OF MESA, THEN CONTINUE 4.2 MILES TO
 QT0521'AZIMUTH MARK ON RIGHT SIDE OF ROAD (40 FEET WEST).  TURN RIGHT
 QT0521'AND GO ACROSS MESA 0.7 MILE TO THE SOUTHWEST END.  THE
 QT0521'STATION IS ABOUT 25 METERS FROM THE SOUTH EDGE OF THE
 QT0521'MESA AND ABOUT 50 METERS FROM THE SOUTHWEST EDGE.
 QT0521'
 QT0521'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH MARK
 QT0521'ARE STANDARD BRONZE DISKS SET AS DESCRIBED.
 QT0521'
 QT0521'DISTANCES FROM STATION TO REFERENCE MARKS FAILED TO CHECK
 QT0521'PREVIOUS DISTANCES.
 QT0521
 QT0521                          STATION RECOVERY (1952)
 QT0521
 QT0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0521'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A NEW
 QT0521'AND MORE COMPLETE DESCRIPTION FOLLOWS--
 QT0521'
 QT0521'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF HARDING,
 QT0521'ON THE TOP OF A LARGE PROMINENT MESA, IN THE CUSTER NATIONAL
 QT0521'FOREST, IN THE NORTHEAST CORNER OF SECTION 23, T16N, R3E,
 QT0521'IN OPEN PASTURE LAND AT THE SOUTHWEST EDGE OF THE MESA, 75 FEET
 QT0521'NORTHWEST OF THE TIMBER LINE, AND 10 FEET SOUTHEAST OF A 4 IN
 QT0521'X 4 IN WITNESS POST.
 QT0521'
 QT0521'TO REACH THE STATION FROM THE POST OFFICE IN HARDING, GO
 QT0521'SOUTH ON A GRADED DIRT ROAD FOR 0.8 MILE.  THEN LEFT, CROSSING
 QT0521'A CATTLE GUARD, (EASTERLY) FOR 1.95 MILES TO A WIRE GATE ON
 QT0521'THE RIGHT.  PASS THROUGH THE GATE, THEN LEFT, (EASTERLY) ON
 QT0521'A DIM TRACK ROAD FOR 1.95 MILES TO AN EARTH DAM ON THE RIGHT.
 QT0521'CONTINUE EASTERLY FOR 0.5 MILES TO ANOTHER DAM.  THEN SHARP
 QT0521'RIGHT, (WESTERLY AND SOUTHERLY) FOR 0.15 MILES TO A DRY CREEK
 QT0521'BED.  CROSS THE CREEK, CONTINUE EASTERLY AND SOUTHERLY FOR
 QT0521'0.7 MILES TO THE TOP OF THE MESA.  CONTINUE ON THE TRACK ROAD
 QT0521'FOR 3.65 MILES TO A WIRE GATE.  PASS THROUGH THE GATE,
 QT0521'CONTINUE SOUTHERLY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 QT0521'RIGHT.  TURN RIGHT, SOUTHWESTERLY, FOR 0.7 MILE TO THE
 QT0521'STATION.
 QT0521'
 QT0521'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0521'MOREAU 1912.
 QT0521'
 QT0521'REFERENCE MARK NO. 1 IS AT THE TIMBER LINE AND EDGE OF A BLUFF
 QT0521'OVERLOOKING THE VALLEY TO THE SOUTHEAST.  IT IS FLUSH WITH
 QT0521'THE GROUND, AND THE DISK IS STAMPED MOREAU NO 1 1912.
 QT0521'
 QT0521'REFERENCE MARK NO. 2 IS AT THE EDGE OF THE TIMBER LINE, AND
 QT0521'12 FEET NORTHEAST OF AN 8-INCH PINE TREE.  IT PROJECTS 4 INCHES,
 QT0521'AND THE DISK IS STAMPED MOREAU NO 2 1912.
 QT0521'
 QT0521'THE AZIMUTH MARK IS 83 FEET NORTHWEST OF THE CENTER OF A
 QT0521'TRACK ROAD, 26 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD, AND
 QT0521'2 FEET SOUTHEAST OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS
 QT0521'4 INCHES, AND THE DISK IS STAMPED MOREAU 1912 AND 1938.
 QT0521'
 QT0521'HEIGHT OF LIGHT -- 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0865 ***********************************************************************
 QS0865  DESIGNATION -  MORGAN
 QS0865  PID         -  QS0865
 QS0865  STATE/COUNTY-  SD/DEWEY
 QS0865  COUNTRY     -  US
 QS0865  USGS QUAD   -  LITTLE MOREAU LAKE (2017)
 QS0865
 QS0865                         *CURRENT SURVEY CONTROL
 QS0865  ______________________________________________________________________
 QS0865* NAD 83(1996) POSITION- 45 22 14.06522(N) 101 01 48.35474(W)   ADJUSTED
 QS0865* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0865  ______________________________________________________________________
 QS0865  GEOID HEIGHT    -        -21.308 (meters)                     GEOID18
 QS0865  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 QS0865  HORZ ORDER      -  SECOND
 QS0865
 QS0865.The horizontal coordinates were established by classical geodetic methods
 QS0865.and adjusted by the National Geodetic Survey in January 1998.
 QS0865
 QS0865.The orthometric height was scaled from a topographic map.
 QS0865
 QS0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0865.GEOID18 height accuracy estimate available here.
 QS0865
 QS0865.Click photographs - Photos may exist for this station.
 QS0865
 QS0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0865
 QS0865. The following values were computed from the NAD 83(1996) position.
 QS0865
 QS0865;                    North         East     Units Scale Factor Converg.
 QS0865;SPC SD N     -   171,337.537   519,311.081   MT  0.99995463   -0 43 44.5
 QS0865;SPC SD N     -   562,129.90  1,703,773.10   sFT  0.99995463   -0 43 44.5
 QS0865;UTM  14      - 5,026,122.436   341,032.306   MT  0.99991071   -1 26 42.2
 QS0865
 QS0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0865!SPC SD N     -   0.99989103  x   0.99995463  =   0.99984567
 QS0865!UTM  14      -   0.99989103  x   0.99991071  =   0.99980175
 QS0865
 QS0865:                Primary Azimuth Mark                     Grid Az
 QS0865:SPC SD N     -  MORGAN AZ MK                             277 57 32.7
 QS0865:UTM  14      -  MORGAN AZ MK                             278 40 30.4
 QS0865
 QS0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4103226122(NAD 83)
 QS0865
 QS0865|---------------------------------------------------------------------|
 QS0865| PID    Reference Object                     Distance      Geod. Az  |
 QS0865|                                                           dddmmss.s |
 QS0865| CQ8620 MORGAN RM 1                           6.689 METERS 00806     |
 QS0865| QS0798 GLENCROSS BAGLEY ELEV S GABLE       APPROX.12.2 KM 0440139.2 |
 QS0865| CQ8621 MORGAN RM 2                           9.369 METERS 14715     |
 QS0865| CQ8619 MORGAN AZ MK                                       2771348.2 |
 QS0865| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX. 7.6 KM 3315114.9 |
 QS0865| QS0863 TIMBER LAKE ODEGAARD ELEV VENT      APPROX. 7.8 KM 3320907.2 |
 QS0865|---------------------------------------------------------------------|
 QS0865
 QS0865                          SUPERSEDED SURVEY CONTROL
 QS0865
 QS0865  NAD 83(1986)-  45 22 14.05752(N)    101 01 48.35180(W) AD(       ) 2
 QS0865  NAD 27      -  45 22 14.11100(N)    101 01 46.81100(W) AD(       ) 2
 QS0865
 QS0865.Superseded values are not recommended for survey control.
 QS0865
 QS0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0865.See file dsdata.pdf to determine how the superseded data were derived.
 QS0865
 QS0865_MARKER: DS = TRIANGULATION STATION DISK
 QS0865_SETTING: 66 = SET IN ROCK OUTCROP
 QS0865_STAMPING: MORGAN 1952
 QS0865_MARK LOGO: CGS
 QS0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0865
 QS0865  HISTORY     - Date     Condition        Report By
 QS0865  HISTORY     - 1952     MONUMENTED       CGS
 QS0865  HISTORY     - 1954     GOOD             CGS
 QS0865  HISTORY     - 19850725 GOOD             NGS
 QS0865
 QS0865                          STATION DESCRIPTION
 QS0865
 QS0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0865'THE STATION IS IN SECTION 11, T 16 N, R 25 E, ON THE SUMMIT OF
 QS0865'THE NORTHERLY ONE OF TWO PROMINENT BUTTES, 5 MILES SOUTH AND
 QS0865'2 MILES EAST OF THE TOWN OF TIMBER LAKE, 3-1/2 MILES EAST-NORTHEAST
 QS0865'OF LITTLE MORGAN LAKE, 2-1/2 MILES EAST OF TIMBER LAKE AND
 QS0865'0.1 MILE SOUTH OF A GRADED DIRT ROAD.
 QS0865'
 QS0865'TO REACH THE STATION FROM THE COURTHOUSE IN TIMBER LAKE, GO
 QS0865'SOUTH ON THE MAIN STREET FOR ONE BLOCK, TURN RIGHT (WEST)
 QS0865'FOR 3 BLOCKS, TURN LEFT (SOUTH) AND FOLLOW THE MAIN GRADED
 QS0865'ROAD FOR 3 MILES TO A Y-JUNCTION, CONTINUE SOUTHERLY ON THE
 QS0865'LEFT ROAD FOR 1 MILE TO ANOTHER Y-JUNCTION, TURN LEFT (EAST)
 QS0865'AND GO ON THE MAIN ROAD FOR 2 MILES TO THE AZIMUTH MARK ON
 QS0865'THE LEFT AS DESCRIBED BELOW, CONTINUE EASTERLY ON THE MAIN
 QS0865'ROAD FOR 0.35 MILE TO THE BUTTE ON THE RIGHT AND THE
 QS0865'STATION ON THE TOP AS DESCRIBED.
 QS0865'
 QS0865'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QS0865'OUTCROPPING BEDROCK.  THE ROCK IS FLUSH WITH THE GROUND AND THE
 QS0865'DISK IS STAMPED MORGAN 1952.
 QS0865'
 QS0865'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QS0865'IN OUTCROPPING BEDROCK.  THE ROCK PROTRUDES 1 FOOT AND THE
 QS0865'DISK IS STAMPED MORGAN NO 1 1952.
 QS0865'
 QS0865'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QS0865'IN OUTCROPPING BEDROCK.  THE ROCK PROTRUDES 8 INCHES AND THE
 QS0865'DISK IS STAMPED MORGAN NO 2 1952.
 QS0865'
 QS0865'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF THE ROAD,
 QS0865'2 FEET SOUTH OF A WIRE FENCE AND 2 FEET SOUTHEAST OF A WHITE
 QS0865'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 QS0865'THE DISK IS STAMPED MORGAN 1952.
 QS0865'
 QS0865'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0865
 QS0865                          STATION RECOVERY (1954)
 QS0865
 QS0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QS0865'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QS0865'TO BE IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE.
 QS0865
 QS0865                          STATION RECOVERY (1985)
 QS0865
 QS0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 QS0865'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED IN
 QS0865'GOOD CONDITION.  REFERENCE MARK HAS BEEN DESTROYED AND REFERENCE MARK
 QS0865'3 WAS ESTABLISHED AT THIS TIME.  THE DIRECTIONS AND DISTANCE TO
 QS0865'PERIPHERAL MARK AGREED REASONABLY WITH THE 1952 DATA.  THE 1952 ROUTE
 QS0865'TO THE STATION IS STILL ADEQUATE.  THE STATION IS LOCATED ABOUT 9 KM
 QS0865'(5.60 MI) SOUTH-SOUTHEAST OF TIMBER LAKE, ON THE NORTH 1 OF 2
 QS0865'PROMINENT BUTTES, ABOUT 0.3 KM (0.20 MI) SOUTH OF A GRADED ROAD.  TO
 QS0865'REACH THE STATION FROM THE COURTHOUSE IN TIMBER LAKE, GO SOUTH 1 BLOCK
 QS0865'AND WEST 3 BLOCKS TO A MAIN GRAVELED ROAD.  TURN LEFT AND GO SOUTH 4.8
 QS0865'KM (3.00 MI) TO A Y-JUNCTION.  CONTINUE SOUT FOR 1.6 KM (1.00 MI) TO A
 QS0865'FORK.  KEEP LEFT FORK AND GO EAST FOR 3.2 KM (2.00 MI) TO THE AZIMUTH
 QS0865'MARK ON THE LEFT.  CONTINUE EAST ON GRADED ROAD FOR 0.55 KM (0.35 MI)
 QS0865'TO TOP OF A HILL AND END OF TRUCK TRAVEL.  PACK SOUT TO THE TOP AND
 QS0865'SOUTH END OF A BUTTE TO THE STATION.  THE STATION IS A STANDARD CGS
 QS0865'DISK STAMPED MORGAN 1952, SET INTO A ROCK OUTCROP. IT IS SURROUNDED BY
 QS0865'A SMALL CIRCLE OF ROCKS.  LOCATED 2.3 METERS (7.5 FT) N FROM THE EDGE
 QS0865'OF A ROCK LEDGE.  2.1 METERS (6.9 FT) W FROM THE EAST EDGE OF THE
 QS0865'BUTTE.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED MORGAN NO 2
 QS0865'1952, SET INTO ROCK OUTCROP.  IT IS LOCATED ON A SMALL RISE OF ROCK,
 QS0865'TO THE SOUTHEAST OF THE STATION AND AT THE SOUTHEAST CORNER OF THE
 QS0865'BUTTE.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED MORGAN 1952
 QS0865'NO 3 1985 SET INTO A ROCK OUTCROP.  IT IS LOCATED ON THE FIRST LEDGE
 QS0865'DOWN FROM, THE HIGHEST PART OF THE BUTTE AND NORTHEAST OF THE STATION.
 QS0865'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED MORGAN 1952, SET INTO
 QS0865'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 QS0865'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 15.2 METERS
 QS0865'(49.9 FT) N FROM THE CENTER OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1252 ***********************************************************************
 PU1252  DESIGNATION -  MORISON
 PU1252  PID         -  PU1252
 PU1252  STATE/COUNTY-  SD/BUTTE
 PU1252  COUNTRY     -  US
 PU1252  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1252
 PU1252                         *CURRENT SURVEY CONTROL
 PU1252  ______________________________________________________________________
 PU1252* NAD 83(1996) POSITION- 44 46 34.95289(N) 103 17 31.89783(W)   ADJUSTED
 PU1252* NAVD 88 ORTHO HEIGHT -   912.759 (meters)     2994.61  (feet) ADJUSTED
 PU1252  ______________________________________________________________________
 PU1252  GEOID HEIGHT    -        -16.646 (meters)                     GEOID18
 PU1252  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 PU1252  DYNAMIC HEIGHT  -        912.536 (meters)     2993.88  (feet) COMP
 PU1252  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 PU1252
 PU1252  HORZ ORDER      -  SECOND
 PU1252  VERT ORDER      -  FIRST     CLASS II
 PU1252
 PU1252.The horizontal coordinates were established by classical geodetic methods
 PU1252.and adjusted by the National Geodetic Survey in January 1998.
 PU1252
 PU1252.The orthometric height was determined by differential leveling and
 PU1252.adjusted by the NATIONAL GEODETIC SURVEY
 PU1252.in July 1998.
 PU1252
 PU1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1252.GEOID18 height accuracy estimate available here.
 PU1252
 PU1252.Click photographs - Photos may exist for this station.
 PU1252
 PU1252.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1252
 PU1252.The dynamic height is computed by dividing the NAVD 88
 PU1252.geopotential number by the normal gravity value computed on the
 PU1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1252.degrees latitude (g = 980.6199 gals.).
 PU1252
 PU1252.The modeled gravity was interpolated from observed gravity values.
 PU1252
 PU1252. The following values were computed from the NAD 83(1996) position.
 PU1252
 PU1252;                    North         East     Units Scale Factor Converg.
 PU1252;SPC SD N     -   110,090.351   339,497.898   MT  0.99995056   -2 19 48.0
 PU1252;SPC SD N     -   361,188.09  1,113,836.02   sFT  0.99995056   -2 19 48.0
 PU1252;UTM  13      - 4,959,527.697   635,123.984   MT  0.99982452   +1 12 11.0
 PU1252
 PU1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1252!SPC SD N     -   0.99985952  x   0.99995056  =   0.99981008
 PU1252!UTM  13      -   0.99985952  x   0.99982452  =   0.99968406
 PU1252
 PU1252:                Primary Azimuth Mark                     Grid Az
 PU1252:SPC SD N     -  MORISON AZ MK                            301 33 59.7
 PU1252:UTM  13      -  MORISON AZ MK                            298 02 00.7
 PU1252
 PU1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3512359527(NAD 83)
 PU1252
 PU1252|---------------------------------------------------------------------|
 PU1252| PID    Reference Object                     Distance      Geod. Az  |
 PU1252|                                                           dddmmss.s |
 PU1252| PU1253 MORISON RM 1                          8.240 METERS 08313     |
 PU1252| PU1249 MORISON AZ MK RESET                  25.908 METERS 29914     |
 PU1252| CQ3544 MORISON AZ MK                                      2991411.7 |
 PU1252| PU1251 MORISON RM 2                         10.914 METERS 33001     |
 PU1252|---------------------------------------------------------------------|
 PU1252
 PU1252                          SUPERSEDED SURVEY CONTROL
 PU1252
 PU1252  NAD 83(1993)-  44 46 34.94648(N)    103 17 31.89701(W) AD(       ) 2
 PU1252  NAD 83(1986)-  44 46 34.94292(N)    103 17 31.89361(W) AD(       ) 2
 PU1252  NAD 27      -  44 46 34.98860(N)    103 17 30.23810(W) AD(       ) 2
 PU1252  NAVD 88 (06/15/91)  912.751  (m)         2994.58   (f) SUPERSEDED  1 2
 PU1252  NGVD 29 (??/??/92)  912.277  (m)         2993.03   (f) ADJ UNCH    1 2
 PU1252  NGVD 29             912.28   (m)         2993.0    (f) LEVELING    3  
 PU1252
 PU1252.Superseded values are not recommended for survey control.
 PU1252
 PU1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1252.See file dsdata.pdf to determine how the superseded data were derived.
 PU1252
 PU1252_MARKER: P = PIPE CAP
 PU1252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1252_MARK LOGO: USGS
 PU1252_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1252+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1252
 PU1252  HISTORY     - Date     Condition        Report By
 PU1252  HISTORY     - UNK      MONUMENTED       USGS
 PU1252  HISTORY     - 1951     GOOD             CGS
 PU1252  HISTORY     - 1956     GOOD             SDHD
 PU1252  HISTORY     - 1962     GOOD             CGS
 PU1252  HISTORY     - 1963     GOOD             CGS
 PU1252  HISTORY     - 19951116 GOOD             NGS
 PU1252
 PU1252                          STATION DESCRIPTION
 PU1252
 PU1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU1252'THE STATION IS ABOUT 6 MILES NORTHEAST OF NEWELL, 3 MILES
 PU1252'NORTH OF U.S. HIGHWAY NO. 212 AND ON THE SUMMIT OF THE
 PU1252'HIGHEST HILL IN THE VICINITY.
 PU1252'
 PU1252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 212
 PU1252'AND U.S. HIGHWAY NO. 79, GO EAST ON U.S. HIGHWAY NO. 212 FOR
 PU1252'4.2 MILES TO A GRAVELED ROAD ON THE LEFT WHERE THE HIGHWAY
 PU1252'CURVES RIGHT.  THEN LEFT, NORTH, ON THE GRAVELED ROAD FOR 2.7
 PU1252'MILES TO A GATE ON THE RIGHT (JUST WEST OF A FARMHOUSE).  THEN
 PU1252'RIGHT, EAST, THROUGH GATE FOR 0.2 MILE TO A FORK.  THEN LEFT,
 PU1252'NORTHERLY, FOR 0.2 MILE TO A GATE.  CONTINUE NORTHERLY THROUGH
 PU1252'GATE FOR 0.9 MILE TO A FORK.  THEN RIGHT, EASTERLY, FOR 0.5
 PU1252'MILE TO A GATE ON THE LEFT.  THEN LEFT, NORTHERLY, THROUGH
 PU1252'GATE FOR 0.5 MILE TO A TRACK ROAD ON THE RIGHT.  THEN RIGHT,
 PU1252'EASTERLY, FOR 0.3 MILE TO A GATE IN AN EAST-WEST FENCE
 PU1252'LINE.  GO THROUGH GATE, THEN LEFT, EASTERLY, ALONG SOUTH SIDE
 PU1252'OF FENCE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 PU1252'DESCRIBED.  CONTINUE SOUTHEASTERLY FOR 0.3 MILE TO TOP OF
 PU1252'RIDGE AND STATION MARK AS DESCRIBED.
 PU1252'
 PU1252'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BENCH
 PU1252'MARK CAP BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 PU1252'6 INCHES AND THE CAP IS NOT STAMPED.
 PU1252'
 PU1252'REFERENCE MARK NO. 1 IS ON THE EAST EDGE OF THE HILL.  THE
 PU1252'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MORISON USGS
 PU1252'NO 1 1951.
 PU1252'
 PU1252'REFERENCE MARK NO. 2 IS ON THE NORTH EDGE OF THE HILL.  THE
 PU1252'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MORISON USGS
 PU1252'NO 2 1951.
 PU1252'
 PU1252'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A EAST-WEST WIRE FENCE.
 PU1252'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MORISON
 PU1252'USGS 1951.
 PU1252'
 PU1252'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD DISKS
 PU1252'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU1252
 PU1252                          STATION RECOVERY (1956)
 PU1252
 PU1252'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1956
 PU1252'THE AZIMUTH MARK FOR THIS STATION WAS RESET IN THE FALL OF
 PU1252'1956 BY THE SOUTH DAKOTA STATE HIGHWAY DEPARTMENT.
 PU1252'
 PU1252'THE NEW DISK IS STAMPED MORRISON USGS RESET 1956 AND WAS SET ON
 PU1252'LINE TO THE STATION 85 FARTHER AWAY FROM THE STATION.  THE
 PU1252'NEW DISK IS SET UNDER THE RIGHT-OF-WAY FENCE.
 PU1252'
 PU1252'NO CHANGE IN AZIMUTH TO THE NEW AZIMUTH MARK.
 PU1252'
 PU1252'ORIGINAL DISK STAMPED MORRISON USGS 1951 RECEIVED AT THIS
 PU1252'OFFICE 1/24/57.
 PU1252
 PU1252                          STATION RECOVERY (1962)
 PU1252
 PU1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1252'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PU1252'RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN GOOD CONDITION
 PU1252'EXCEPT THE AZIMUTH MARK DISK AND IT WAS REINFORCED AT THIS
 PU1252'TIME.  ALL DISTANCES AND DIRECTIONS TO REFERENCE AND AZIMUTH
 PU1252'MARKS WAS CONSIDERED SATISFACTORY.  DUE TO THE CONSTRUCTION
 PU1252'OF A NEW HIGHWAY A NEW DESCRIPTION FOLLOWS.
 PU1252'
 PU1252'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF NEWELL, 0.15
 PU1252'MILE SOUTH OF U.S. HIGHWAY 212, ON THE SUMMIT OF A LOW ROUNDED
 PU1252'HILL THAT IS THE HIGHEST IN THE VICINITY AND IT IS ON PROPERTY
 PU1252'OWNED BY MR. KEITH SWAN.  IT IS IN THE NORTHWEST CORNER OF THE
 PU1252'NORTHEAST 1/4 OF SECTION 5, T 9 N, R 7 E.
 PU1252'
 PU1252'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH
 PU1252'ON GIRAD AVENUE FOR 0.4 MILES TO U.S. HIGHWAY 212, TURN RIGHT
 PU1252'AND GO NORTHEAST ON U.S. HIGHWAY 212 5.6 MILES TO THE BRIDGE
 PU1252'OVER WILLOW CREEK, CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 212
 PU1252'FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 PU1252'NORTHEAST FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT AT THE
 PU1252'SUMMIT OF A GRADE, TURN RIGHT THROUGH A WIRE GATE AND GO
 PU1252'SOUTHEAST ON A TRACK ROAD FOR 0.1 MILE TO A WIRE GATE, PASS
 PU1252'THROUGH A WIRE GATE AND GO SOUTH 0.1 MILE TO THE SUMMIT OF A
 PU1252'LOW ROUNDED HILL AND STATION AS DESCRIBED BELOW.
 PU1252'
 PU1252'STATION IS LOCATED ABOUT 250 FEET SOUTH OF A FENCE LINE AND
 PU1252'WIRE GATE AND IT IS ON THE EAST EDGE OF A ROUNDED HILL.  IT IS
 PU1252'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK BRASS CAP THAT IS
 PU1252'BOLTED TO THE TOP OF A 4-INCH PIPE.  THERE IS NO DATA STAMPED
 PU1252'ON THE CAP.  THERE IS A CHISEL TRIANGLE WITH A CENTER POINT.
 PU1252'THE MARK PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 PU1252'
 PU1252'R.M. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 PU1252'STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PU1252'IT IS STAMPED--MORISON U.S.G.S. NO 1 1951 AND PROJECTS 11
 PU1252'INCHES ABOVE THE GROUND SURFACE.
 PU1252'
 PU1252'R.M. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 PU1252'STANDARD DISK CEMENTED IN THE TOP OF A 12-INCH CONCRETE
 PU1252'CYLINDER.  IT IS STAMPED--MORISON U.S.G.S. NO 2 1951 AND
 PU1252'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 PU1252'
 PU1252'AZIMUTH MARK IS 82.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PU1252'212, 61 FEET EAST OF A Y FORK FENCE CORNER AND 6.4 FEET NORTH
 PU1252'OF A WIRE FENCE AND METAL WITNESS POST.  IT IS A STANDARD DISK
 PU1252'CEMENTED IN THE TOP OF A CONCRETE CYLINDER FORMED BY A 5-GAL
 PU1252'PAINT CAN.  IT IS STAMPED--MORRISON USGS 1951 RESET 1956 AND
 PU1252'PROJECTS 3 INCHES.
 PU1252
 PU1252                          STATION RECOVERY (1963)
 PU1252
 PU1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1252'8.2 MI NE FROM NEWELL.
 PU1252'ABOUT 7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1252'SCHOOL AT NEWELL, THENCE 0.3 MILE EAST ALONG A PRIVATE DIRT ROAD,
 PU1252'ON THE TOP OF THE NORTH END OF THE FIRST RIDGE SOUTHEAST OF THE
 PU1252'HIGHWAY, ABOUT LEVEL WITH THE HIGHEST POINT OF THE RIDGE, A
 PU1252'BRONZE CAP RIVETED TO AN IRON PIPE THAT PROJECTS 5 INCHES.
 PU1252
 PU1252                          STATION RECOVERY (1995)
 PU1252
 PU1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1252'12.5 KM (7.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1252'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, THENCE 0.4 KM (0.25 MI)
 PU1252'SOUTHEAST ACROSS COUNTRY TO THE NORTH END AND HIGHEST POINT OF A
 PU1252'RIDGE, AN UNSTAMPED USGS PIPE CAP RIVETED TO A 4-INCH METAL PIPE THAT
 PU1252'PROJECTS 0.3 M (1.0 FT) ABOVE GROUND, 10.9 M (35.8 FT) SOUTHEAST OF
 PU1252'REFERENCE MARK 2, AND 8.2 M (26.9 FT) SOUTHWEST OF REFERENCE MARK 1.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1249 ***********************************************************************
 PU1249  DESIGNATION -  MORISON AZ MK RESET
 PU1249  PID         -  PU1249
 PU1249  STATE/COUNTY-  SD/BUTTE
 PU1249  COUNTRY     -  US
 PU1249  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1249
 PU1249                         *CURRENT SURVEY CONTROL
 PU1249  ______________________________________________________________________
 PU1249* NAD 83(1986) POSITION- 44 46 35.36   (N) 103 17 32.93   (W)   HD_HELD1
 PU1249* NAVD 88 ORTHO HEIGHT -   899.248 (meters)     2950.28  (feet) ADJUSTED
 PU1249  ______________________________________________________________________
 PU1249  GEOID HEIGHT    -        -16.645 (meters)                     GEOID18
 PU1249  DYNAMIC HEIGHT  -        899.028 (meters)     2949.56  (feet) COMP
 PU1249  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 PU1249
 PU1249  VERT ORDER      -  FIRST     CLASS II
 PU1249
 PU1249.The horizontal coordinates were determined by differentially corrected
 PU1249.hand held GPS observations or other comparable positioning techniques
 PU1249.and have an estimated accuracy of +/- 3 meters.
 PU1249
 PU1249.The orthometric height was determined by differential leveling and
 PU1249.adjusted by the NATIONAL GEODETIC SURVEY
 PU1249.in July 1998.
 PU1249
 PU1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1249.GEOID18 height accuracy estimate available here.
 PU1249
 PU1249.Click photographs - Photos may exist for this station.
 PU1249
 PU1249.The dynamic height is computed by dividing the NAVD 88
 PU1249.geopotential number by the normal gravity value computed on the
 PU1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1249.degrees latitude (g = 980.6199 gals.).
 PU1249
 PU1249.The modeled gravity was interpolated from observed gravity values.
 PU1249
 PU1249;                    North         East    Units  Estimated Accuracy
 PU1249;SPC SD N     -   110,103.8     339,475.7     MT  (+/- 3 meters HH1 GPS) 
 PU1249
 PU1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3510159539(NAD 83)
 PU1249
 PU1249                          SUPERSEDED SURVEY CONTROL
 PU1249
 PU1249  NAVD 88 (06/15/91)  899.221  (m)         2950.19   (f) SUPERSEDED  1 2
 PU1249  NGVD 29 (??/??/92)  898.747  (m)         2948.64   (f) ADJ UNCH    1 2
 PU1249
 PU1249.Superseded values are not recommended for survey control.
 PU1249
 PU1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1249.See file dsdata.pdf to determine how the superseded data were derived.
 PU1249
 PU1249_MARKER: DZ = AZIMUTH MARK DISK
 PU1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1249_STAMPING: MORISON USGS 1951 RESET 1956
 PU1249_MARK LOGO: CGS
 PU1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1249+STABILITY: SURFACE MOTION
 PU1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1249+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1249
 PU1249  HISTORY     - Date     Condition        Report By
 PU1249  HISTORY     - 1956     MONUMENTED       SDHD
 PU1249  HISTORY     - 1963     GOOD             CGS
 PU1249  HISTORY     - 19951116 GOOD             NGS
 PU1249
 PU1249                          STATION DESCRIPTION
 PU1249
 PU1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1249'7.9 MI NE FROM NEWELL.
 PU1249'ABOUT 7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1249'SCHOOL AT NEWELL, ABOUT 0.75 MILE SOUTHWEST OF A 185-FOOT CONCRETE
 PU1249'BRIDGE OVER A SMALL STREAM, ABOUT 75 YARDS SOUTHWEST OF THE
 PU1249'JUNCTION OF A PRIVATE DIRT ROAD LEADING SOUTHEAST AND SOUTH,
 PU1249'81 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 60.5 FEET
 PU1249'NORTHEAST OF A T-FENCE CORNER, 6 FEET SOUTHEAST OF A FENCE,
 PU1249'6.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1249'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PU1249'INCHES.
 PU1249
 PU1249                          STATION RECOVERY (1995)
 PU1249
 PU1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1249'12.4 KM (7.70 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1249'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 158.4 M (519.7 FT) SOUTHWEST
 PU1249'OF MILEPOST 47, 27.5 M (90.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PU1249'18.2 M (59.7 FT) NORTHEAST OF A FENCE CORNER, 2.0 M (6.6 FT) BELOW THE
 PU1249'LEVEL OF THE HIGHWAY, 1.9 M (6.2 FT) NORTHWEST OF A WITNESS POST AND
 PU1249'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1249'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1253 ***********************************************************************
 PU1253  DESIGNATION -  MORISON RM 1
 PU1253  PID         -  PU1253
 PU1253  STATE/COUNTY-  SD/BUTTE
 PU1253  COUNTRY     -  US
 PU1253  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1253
 PU1253                         *CURRENT SURVEY CONTROL
 PU1253  ______________________________________________________________________
 PU1253* NAD 83(1986) POSITION- 44 46 34.98   (N) 103 17 31.53   (W)   HD_HELD1
 PU1253* NAVD 88 ORTHO HEIGHT -   912.474 (meters)     2993.68  (feet) ADJUSTED
 PU1253  ______________________________________________________________________
 PU1253  GEOID HEIGHT    -        -16.646 (meters)                     GEOID18
 PU1253  DYNAMIC HEIGHT  -        912.251 (meters)     2992.94  (feet) COMP
 PU1253  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 PU1253
 PU1253  VERT ORDER      -  FIRST     CLASS II
 PU1253
 PU1253.The horizontal coordinates were determined by differentially corrected
 PU1253.hand held GPS observations or other comparable positioning techniques
 PU1253.and have an estimated accuracy of +/- 3 meters.
 PU1253
 PU1253.The orthometric height was determined by differential leveling and
 PU1253.adjusted by the NATIONAL GEODETIC SURVEY
 PU1253.in July 1998.
 PU1253
 PU1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1253.GEOID18 height accuracy estimate available here.
 PU1253
 PU1253.Click photographs - Photos may exist for this station.
 PU1253
 PU1253.The dynamic height is computed by dividing the NAVD 88
 PU1253.geopotential number by the normal gravity value computed on the
 PU1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1253.degrees latitude (g = 980.6199 gals.).
 PU1253
 PU1253.The modeled gravity was interpolated from observed gravity values.
 PU1253
 PU1253;                    North         East    Units  Estimated Accuracy
 PU1253;SPC SD N     -   110,090.9     339,506.0     MT  (+/- 3 meters HH1 GPS) 
 PU1253
 PU1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3513259528(NAD 83)
 PU1253
 PU1253                          SUPERSEDED SURVEY CONTROL
 PU1253
 PU1253  NAVD 88 (06/15/91)  912.471  (m)         2993.67   (f) SUPERSEDED  1 2
 PU1253  NGVD 29 (??/??/92)  911.997  (m)         2992.11   (f) ADJ UNCH    1 2
 PU1253
 PU1253.Superseded values are not recommended for survey control.
 PU1253
 PU1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1253.See file dsdata.pdf to determine how the superseded data were derived.
 PU1253
 PU1253_MARKER: DR = REFERENCE MARK DISK
 PU1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1253_STAMPING: MORISON U.S.G.S. NO 1 1951
 PU1253_MARK LOGO: CGS
 PU1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1253+STABILITY: SURFACE MOTION
 PU1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1253+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1253
 PU1253  HISTORY     - Date     Condition        Report By
 PU1253  HISTORY     - 1951     MONUMENTED       CGS
 PU1253  HISTORY     - 1963     GOOD             CGS
 PU1253  HISTORY     - 19951116 GOOD             NGS
 PU1253
 PU1253                          STATION DESCRIPTION
 PU1253
 PU1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1253'8.2 MI NE FROM NEWELL.
 PU1253'ABOUT 7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1253'SCHOOL AT NEWELL, THENCE 0.3 MILE EAST ALONG A PRIVATE DIRT ROAD,
 PU1253'ON THE TOP OF THE NORTH END OF THE FIRST RIDGE SOUTHEAST OF THE
 PU1253'HIGHWAY, 27.1 FEET NORTHEAST OF THE STATION MARK, ABOUT 1 FOOT
 PU1253'BELOW THE LEVEL OF THE TOP OF THE RIDGE, AND SET IN THE TOP OF
 PU1253'A CONCRETE POST PROJECTING 8 INCHES.
 PU1253
 PU1253                          STATION RECOVERY (1995)
 PU1253
 PU1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1253'12.5 KM (7.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1253'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, THENCE 0.4 KM (0.25 MI)
 PU1253'SOUTHEAST ACROSS COUNTRY TO THE NORTH END AND HIGHEST POINT OF A
 PU1253'RIDGE, 8.2 M (26.9 FT) NORTHEAST OF TRIANGULATION STATION MORISON, AND
 PU1253'THE MONUMENT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1251 ***********************************************************************
 PU1251  DESIGNATION -  MORISON RM 2
 PU1251  PID         -  PU1251
 PU1251  STATE/COUNTY-  SD/BUTTE
 PU1251  COUNTRY     -  US
 PU1251  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1251
 PU1251                         *CURRENT SURVEY CONTROL
 PU1251  ______________________________________________________________________
 PU1251* NAD 83(1986) POSITION- 44 46 35.26   (N) 103 17 32.15   (W)   HD_HELD1
 PU1251* NAVD 88 ORTHO HEIGHT -   912.254 (meters)     2992.95  (feet) ADJUSTED
 PU1251  ______________________________________________________________________
 PU1251  GEOID HEIGHT    -        -16.646 (meters)                     GEOID18
 PU1251  DYNAMIC HEIGHT  -        912.031 (meters)     2992.22  (feet) COMP
 PU1251  MODELED GRAVITY -    980,341.7   (mgal)                       NAVD 88
 PU1251
 PU1251  VERT ORDER      -  FIRST     CLASS II
 PU1251
 PU1251.The horizontal coordinates were determined by differentially corrected
 PU1251.hand held GPS observations or other comparable positioning techniques
 PU1251.and have an estimated accuracy of +/- 3 meters.
 PU1251
 PU1251.The orthometric height was determined by differential leveling and
 PU1251.adjusted by the NATIONAL GEODETIC SURVEY
 PU1251.in July 1998.
 PU1251
 PU1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1251.GEOID18 height accuracy estimate available here.
 PU1251
 PU1251.Click photographs - Photos may exist for this station.
 PU1251
 PU1251.The dynamic height is computed by dividing the NAVD 88
 PU1251.geopotential number by the normal gravity value computed on the
 PU1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1251.degrees latitude (g = 980.6199 gals.).
 PU1251
 PU1251.The modeled gravity was interpolated from observed gravity values.
 PU1251
 PU1251;                    North         East    Units  Estimated Accuracy
 PU1251;SPC SD N     -   110,100.0     339,492.7     MT  (+/- 3 meters HH1 GPS) 
 PU1251
 PU1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3511859537(NAD 83)
 PU1251
 PU1251                          SUPERSEDED SURVEY CONTROL
 PU1251
 PU1251  NAVD 88 (06/15/91)  912.234  (m)         2992.89   (f) SUPERSEDED  1 2
 PU1251  NGVD 29 (??/??/92)  911.760  (m)         2991.33   (f) ADJ UNCH    1 2
 PU1251
 PU1251.Superseded values are not recommended for survey control.
 PU1251
 PU1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1251.See file dsdata.pdf to determine how the superseded data were derived.
 PU1251
 PU1251_MARKER: DR = REFERENCE MARK DISK
 PU1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1251_STAMPING: MORISON U.S.G.S. NO 2 1951
 PU1251_MARK LOGO: CGS
 PU1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1251+STABILITY: SURFACE MOTION
 PU1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1251+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1251
 PU1251  HISTORY     - Date     Condition        Report By
 PU1251  HISTORY     - 1951     MONUMENTED       CGS
 PU1251  HISTORY     - 1963     GOOD             CGS
 PU1251  HISTORY     - 19951116 GOOD             NGS
 PU1251
 PU1251                          STATION DESCRIPTION
 PU1251
 PU1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1251'8.2 MI NE FROM NEWELL.
 PU1251'ABOUT 7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1251'SCHOOL AT NEWELL, THENCE 0.3 MILE EAST ALONG A PRIVATE DIRT ROAD,
 PU1251'ON THE TOP AND AT THE NORTH END OF THE FIRST RIDGE SOUTHEAST OF
 PU1251'THE HIGHWAY, 35.8 FEET NORTHWEST OF THE STATION MARK, ABOUT 2
 PU1251'FEET BELOW THE LEVEL OF THE TOP OF THE RIDGE, AND SET IN THE TOP
 PU1251'OF A CONCRETE POST PROJECTING 6 INCHES.
 PU1251
 PU1251                          STATION RECOVERY (1995)
 PU1251
 PU1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1251'12.5 KM (7.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1251'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, THENCE 0.4 KM (0.25 MI)
 PU1251'SOUTHEAST ACROSS COUNTRY TO THE NORTH END AND HIGHEST POINT OF A
 PU1251'RIDGE, 10.9 M (35.8 FT) NORTHWEST OF TRIANGULATION STATION MORISON,
 PU1251'AND THE MONUMENT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0979 ***********************************************************************
 PR0979  DESIGNATION -  MORITZ
 PR0979  PID         -  PR0979
 PR0979  STATE/COUNTY-  SD/DEUEL
 PR0979  COUNTRY     -  US
 PR0979  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0979
 PR0979                         *CURRENT SURVEY CONTROL
 PR0979  ______________________________________________________________________
 PR0979* NAD 83(1996) POSITION- 44 51 45.95147(N) 096 36 55.88616(W)   ADJUSTED
 PR0979* NAVD 88 ORTHO HEIGHT -   526.    (meters)     1726.    (feet) SCALED
 PR0979  ______________________________________________________________________
 PR0979  GEOID HEIGHT    -        -25.444 (meters)                     GEOID18
 PR0979  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 PR0979  HORZ ORDER      -  FIRST
 PR0979
 PR0979.The horizontal coordinates were established by classical geodetic methods
 PR0979.and adjusted by the National Geodetic Survey in January 1998.
 PR0979
 PR0979.The orthometric height was scaled from a topographic map.
 PR0979
 PR0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0979.GEOID18 height accuracy estimate available here.
 PR0979
 PR0979.Click photographs - Photos may exist for this station.
 PR0979
 PR0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0979
 PR0979. The following values were computed from the NAD 83(1996) position.
 PR0979
 PR0979;                    North         East     Units Scale Factor Converg.
 PR0979;SPC SD N     -   119,982.766   867,398.729   MT  0.99994449   +2 23 43.2
 PR0979;SPC SD N     -   393,643.46  2,845,790.66   sFT  0.99994449   +2 23 43.2
 PR0979;UTM  14      - 4,970,471.408   688,381.612   MT  1.00003640   +1 40 57.1
 PR0979
 PR0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0979!SPC SD N     -   0.99992149  x   0.99994449  =   0.99986598
 PR0979!UTM  14      -   0.99992149  x   1.00003640  =   0.99995788
 PR0979
 PR0979:                Primary Azimuth Mark                     Grid Az
 PR0979:SPC SD N     -  MORITZ AZ MK                             088 47 02.6
 PR0979:UTM  14      -  MORITZ AZ MK                             089 29 48.7
 PR0979
 PR0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8838170471(NAD 83)
 PR0979
 PR0979|---------------------------------------------------------------------|
 PR0979| PID    Reference Object                     Distance      Geod. Az  |
 PR0979|                                                           dddmmss.s |
 PR0979| CO9282 MORITZ AZ MK                                       0911045.8 |
 PR0979| PR0935 GARY MUNICIPAL TANK                 APPROX.14.9 KM 1223556.7 |
 PR0979| CO9284 MORITZ RM 2                          34.780 METERS 26404     |
 PR0979| CO9283 MORITZ RM 1                          25.667 METERS 35742     |
 PR0979|---------------------------------------------------------------------|
 PR0979
 PR0979                          SUPERSEDED SURVEY CONTROL
 PR0979
 PR0979  NAD 83(1986)-  44 51 45.94909(N)    096 36 55.87219(W) AD(       ) 1
 PR0979  NAD 27      -  44 51 46.07600(N)    096 36 54.65700(W) AD(       ) 1
 PR0979
 PR0979.Superseded values are not recommended for survey control.
 PR0979
 PR0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0979.See file dsdata.pdf to determine how the superseded data were derived.
 PR0979
 PR0979_MARKER: DS = TRIANGULATION STATION DISK
 PR0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0979_STAMPING: MORITZ 1935
 PR0979_MARK LOGO: CGS
 PR0979_PROJECTION: FLUSH
 PR0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0979+STABILITY: SURFACE MOTION
 PR0979
 PR0979  HISTORY     - Date     Condition        Report By
 PR0979  HISTORY     - 1935     MONUMENTED       CGS
 PR0979  HISTORY     - 1968     SEE DESCRIPTION  USGS
 PR0979
 PR0979                          STATION DESCRIPTION
 PR0979
 PR0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0979'STATION IS 0.35 MILE E OF SW CORNER OF SEC. 8, T 116 N, R 48 W,
 PR0979'3-1/2 MILES E AND 1-3/4 MILES N OF ALTAMONT ON STATE LAND.
 PR0979'
 PR0979'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN CONCRETE
 PR0979'CYLINDERS.  UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 PR0979'IN CONCRETE.
 PR0979'
 PR0979'TO REACH FROM JUNCTION OF U.S. 212 AND 77, 3-1/2 MILES N OF
 PR0979'ALTAMONT, GO E ON 212 5.5 MILES AND TURN R, S, ONTO DIRT
 PR0979'1/2 SECTION LINE ROAD.  GO S 2.0 MILES AND TURN R, W, AT T
 PR0979'JUNCTION.  GO W 1.15 MILES OR 0.65 MILE PAST A T ROAD L, TO
 PR0979'TOP OF GRADE AND MARK ON N SIDE OF ROAD.  MARK IS 39 FT N
 PR0979'OF CENTERLINE OF AN E-W ROAD AND IS FLUSH WITH THE GROUND.
 PR0979'
 PR0979'REFERENCE MARK NO. 1 IS N OF STATION 84.21 FT AND PROJECTS
 PR0979'5 IN ABOVE SURFACE OF GROUND.  REFERENCE MARK NO. 2 IS W OF
 PR0979'STATION 114.11 FT.  IT IS 27 FT N OF CENTER LINE OF AN E-W
 PR0979'SECTION LINE ROAD, AND IS FLUSH WITH GROUND.
 PR0979'
 PR0979'AZIMUTH MARK IS REACHED FROM STATION BY GOING E ON DIRT SECTION
 PR0979'LINE ROAD 0.55 MILE TO MARK ON S SIDE OF ROAD.  MARK IS SET IN
 PR0979'AN E-W FENCE LINE, 30 FT S OF CENTER LINE OF AN E-W ROAD AND
 PR0979'PROJECTS 6 IN ABOVE SURFACE OF GROUND.
 PR0979'
 PR0979'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 PR0979
 PR0979                          STATION RECOVERY (1968)
 PR0979
 PR0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0979'STATION MARK AND REFERENCE MARK 2 HAVE BEEN DESTROYED.
 PR0979'
 PR0979'REFERENCE MARK 1 AND AZIMUTH MARK NOT FOUND.  PROBABLY DESTROYED
 PR0979'BY HIGHWAY CONSTRUCTION.
 PR0979'
 PR0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 PR0979'EAST AND 1-3/4 MILES NORTH OF ALTAMONT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2285 ***********************************************************************
 PU2285  DESIGNATION -  MORRIS
 PU2285  PID         -  PU2285
 PU2285  STATE/COUNTY-  SD/MEADE
 PU2285  COUNTRY     -  US
 PU2285  USGS QUAD   -  COTTONWOOD DRAW (2017)
 PU2285
 PU2285                         *CURRENT SURVEY CONTROL
 PU2285  ______________________________________________________________________
 PU2285* NAD 83(1996) POSITION- 44 20 58.50123(N) 103 14 48.72045(W)   ADJUSTED
 PU2285* NAVD 88 ORTHO HEIGHT -   899.51  (+/-2cm)     2951.1   (feet) VERTCON3
 PU2285  ______________________________________________________________________
 PU2285  GEOID HEIGHT    -        -16.267 (meters)                     GEOID18
 PU2285  LAPLACE CORR    -        -10.62  (seconds)                    DEFLEC18
 PU2285  HORZ ORDER      -  SECOND
 PU2285  VERT ORDER      -  THIRD ? (See Below)
 PU2285
 PU2285.The horizontal coordinates were established by classical geodetic methods
 PU2285.and adjusted by the National Geodetic Survey in January 1998.
 PU2285
 PU2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2285
 PU2285.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2285.GEOID18 height accuracy estimate available here.
 PU2285
 PU2285.The vertical order pertains to the NGVD 29 superseded value.
 PU2285
 PU2285.Click photographs - Photos may exist for this station.
 PU2285
 PU2285.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2285
 PU2285. The following values were computed from the NAD 83(1996) position.
 PU2285
 PU2285;                    North         East     Units Scale Factor Converg.
 PU2285;SPC SD N     -    62,558.183   341,181.006   MT  1.00001353   -2 17 52.6
 PU2285;SPC SD N     -   205,242.97  1,119,358.02   sFT  1.00001353   -2 17 52.6
 PU2285;UTM  13      - 4,912,196.087   639,728.516   MT  0.99984011   +1 13 32.5
 PU2285
 PU2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2285!SPC SD N     -   0.99986153  x   1.00001353  =   0.99987506
 PU2285!UTM  13      -   0.99986153  x   0.99984011  =   0.99970166
 PU2285
 PU2285:                Primary Azimuth Mark                     Grid Az
 PU2285:SPC SD N     -  MORRIS AZ MK                             000 17 42.1
 PU2285:UTM  13      -  MORRIS AZ MK                             356 46 17.0
 PU2285
 PU2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3972812196(NAD 83)
 PU2285
 PU2285|---------------------------------------------------------------------|
 PU2285| PID    Reference Object                     Distance      Geod. Az  |
 PU2285|                                                           dddmmss.s |
 PU2285| CQ3553 MORRIS RM 2                           9.168 METERS 00157     |
 PU2285| CQ3552 MORRIS RM 1                           7.687 METERS 18136     |
 PU2285| CQ3551 MORRIS AZ MK                                       3575949.5 |
 PU2285|---------------------------------------------------------------------|
 PU2285
 PU2285                          SUPERSEDED SURVEY CONTROL
 PU2285
 PU2285  NAD 83(1993)-  44 20 58.49359(N)    103 14 48.72262(W) AD(       ) 2
 PU2285  NAD 83(1986)-  44 20 58.49166(N)    103 14 48.72295(W) AD(       ) 2
 PU2285  NAD 27      -  44 20 58.54000(N)    103 14 47.06200(W) AD(       ) 2
 PU2285  NGVD 29             899.04   (m)         2949.6    (f) LEVELING    3  
 PU2285
 PU2285.Superseded values are not recommended for survey control.
 PU2285
 PU2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2285.See file dsdata.pdf to determine how the superseded data were derived.
 PU2285
 PU2285_MARKER: DS = TRIANGULATION STATION DISK
 PU2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2285_STAMPING: MORRIS 1950
 PU2285_MARK LOGO: CGS
 PU2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2285+STABILITY: SURFACE MOTION
 PU2285
 PU2285  HISTORY     - Date     Condition        Report By
 PU2285  HISTORY     - 1950     MONUMENTED       CGS
 PU2285  HISTORY     - 1961     GOOD             CGS
 PU2285
 PU2285                          STATION DESCRIPTION
 PU2285
 PU2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2285'STATION IS LOCATED ON THE ROAD RIGHT-OF-WAY, ABOUT 14 MILES
 PU2285'SOUTHEAST OF STURGIS, ABOUT 10 MILES NORTHEAST OF TILFORD, 24
 PU2285'FEET EAST OF CENTER OF GRAVELED ROAD, 5 FEET NORTH OF A WITNESS
 PU2285'POST, AND 2 FEET WEST OF A WIRE FENCE.
 PU2285'
 PU2285'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON STATE
 PU2285'HIGHWAY 24 AND 79 FOR 0.1 MILE TO THE JUNCTION OF THESE HIGHWAYS.
 PU2285'TURN RIGHT AND GO EAST ON STATE HIGHWAY 24 FOR 4.25 MILES TO A
 PU2285'FORK.  BEAR RIGHT AND FOLLOW MAIN ROAD FOR 9.55 MILES TO A SCHOOL
 PU2285'AND SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO A
 PU2285'CROSSROAD AT SCHOOL ON RIGHT.  CONTINUE SOUTH FOR 0.4 MILE TO
 PU2285'THE AZIMUTH MARK ON RIGHT.  CONTINUE SOUTH FOR 0.25 MILE TO TOP
 PU2285'OF LOW RIDGE AND STATION ON LEFT.
 PU2285'
 PU2285'STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED MORRIS
 PU2285'1950.
 PU2285'
 PU2285'REFERENCE MARK NO. 1 IS 22 FEET EAST OF CENTER OF GRAVELED ROAD
 PU2285'AND 2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND
 PU2285'THE DISK IS STAMPED MORRIS NO 1 1950.
 PU2285'
 PU2285'REFERENCE MARK NO. 2 IS 23 FEET EAST OF CENTER OF GRAVELED ROAD
 PU2285'AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES, AND
 PU2285'THE DISK IS STAMPED MORRIS NO 2 1950.
 PU2285'
 PU2285'AZIMUTH MARK IS 30 FEET WEST OF CENTER OF GRAVELED ROAD, 5
 PU2285'FEET SOUTH OF A WITNESS POST, AND 2 FEET EAST OF A WIRE FENCE.
 PU2285'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED MORRIS 1950.
 PU2285'
 PU2285'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2285'CYLINDERS.
 PU2285'
 PU2285'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2285
 PU2285                          STATION RECOVERY (1961)
 PU2285
 PU2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2285'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN
 PU2285'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0934 ***********************************************************************
 QS0934  DESIGNATION -  MORRISTOWN
 QS0934  PID         -  QS0934
 QS0934  STATE/COUNTY-  SD/CORSON
 QS0934  COUNTRY     -  US
 QS0934  USGS QUAD   -  MORRISTOWN (2017)
 QS0934
 QS0934                         *CURRENT SURVEY CONTROL
 QS0934  ______________________________________________________________________
 QS0934* NAD 83(1996) POSITION- 45 56 14.06826(N) 101 41 17.83012(W)   ADJUSTED
 QS0934* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 QS0934  ______________________________________________________________________
 QS0934  GEOID HEIGHT    -        -19.843 (meters)                     GEOID18
 QS0934  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 QS0934  HORZ ORDER      -  THIRD
 QS0934
 QS0934.The horizontal coordinates were established by classical geodetic methods
 QS0934.and adjusted by the National Geodetic Survey in January 1998.
 QS0934
 QS0934.The orthometric height was scaled from a topographic map.
 QS0934
 QS0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0934.GEOID18 height accuracy estimate available here.
 QS0934
 QS0934.Click photographs - Photos may exist for this station.
 QS0934
 QS0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0934
 QS0934. The following values were computed from the NAD 83(1996) position.
 QS0934
 QS0934;                    North         East     Units Scale Factor Converg.
 QS0934;SPC SD N     -   235,171.338   469,073.782   MT  1.00005892   -1 11 41.5
 QS0934;SPC SD N     -   771,557.96  1,538,952.90   sFT  1.00005892   -1 11 41.5
 QS0934;UTM  14      - 5,090,588.888   291,606.972   MT  1.00013391   -1 55 56.8
 QS0934
 QS0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0934!SPC SD N     -   0.99989676  x   1.00005892  =   0.99995567
 QS0934!UTM  14      -   0.99989676  x   1.00013391  =   1.00003066
 QS0934
 QS0934:                Primary Azimuth Mark                     Grid Az
 QS0934:SPC SD N     -  MORRISTOWN AZ MK                         087 17 56.9
 QS0934:UTM  14      -  MORRISTOWN AZ MK                         088 02 12.2
 QS0934
 QS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9160690588(NAD 83)
 QS0934
 QS0934|---------------------------------------------------------------------|
 QS0934| PID    Reference Object                     Distance      Geod. Az  |
 QS0934|                                                           dddmmss.s |
 QS0934| CQ8623 MORRISTOWN RM 1                      12.463 METERS 00626     |
 QS0934| CQ8622 MORRISTOWN AZ MK                                   0860615.4 |
 QS0934| CQ8624 MORRISTOWN RM 2                      11.525 METERS 09331     |
 QS0934| QS0933 MORRISTOWN MUNICIPAL STANDPIPE      APPROX. 2.3 KM 2782751.8 |
 QS0934|---------------------------------------------------------------------|
 QS0934
 QS0934                          SUPERSEDED SURVEY CONTROL
 QS0934
 QS0934  NAD 83(1986)-  45 56 14.05990(N)    101 41 17.82727(W) AD(       ) 3
 QS0934  NAD 27      -  45 56 14.04200(N)    101 41 16.33900(W) AD(       ) 3
 QS0934
 QS0934.Superseded values are not recommended for survey control.
 QS0934
 QS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0934.See file dsdata.pdf to determine how the superseded data were derived.
 QS0934
 QS0934_MARKER: DS = TRIANGULATION STATION DISK
 QS0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0934_STAMPING: MORRISTOWN 1952
 QS0934_MARK LOGO: CGS
 QS0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0934+STABILITY: SURFACE MOTION
 QS0934
 QS0934  HISTORY     - Date     Condition        Report By
 QS0934  HISTORY     - 1952     MONUMENTED       CGS
 QS0934
 QS0934                          STATION DESCRIPTION
 QS0934
 QS0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0934'THE STATION IS IN SECTION 19, T 23 N, R 20 E, ON THE RIGHT-OF-WAY
 QS0934'OF OLD U.S. HIGHWAY 12, AT THE NORTH RIGHT-OF-WAY FENCE LINE OF
 QS0934'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD LINE,
 QS0934'ABOUT 1-3/4 MILES EAST OF MORRISTOWN, 1/2 MILE SOUTH OF THE
 QS0934'NORTH AND SOUTH DAKOTA STATE LINE, 190 FEET SOUTH OF THE
 QS0934'CENTER OF THE NEW U.S. HIGHWAY 12, 6 FEET NORTHEAST OF A
 QS0934'4 X 4 INCH WITNESS POST AND 5 FEET NORTH OF A WIRE FENCE.
 QS0934'
 QS0934'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MORRISTOWN,
 QS0934'GO EAST ON U.S. HIGHWAY 12 FOR 1.65 MILES TO A SIDE ROAD ON
 QS0934'THE LEFT, CONTINUE EAST FOR 0.05 MILE TO THE STATION ON THE
 QS0934'RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 1.0 MILE TO THE AZIMUTH
 QS0934'MARK ON THE LEFT AS DESCRIBED.
 QS0934'
 QS0934'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0934'MORRISTOWN 1952.
 QS0934'
 QS0934'REFERENCE MARK 1 IS 45 FEET NORTH OF THE WIRE FENCE.  THE
 QS0934'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MORRISTOWN
 QS0934'NO 1 1952.
 QS0934'
 QS0934'REFERENCE MARK 2 IS 3 FEET NORTH OF THE WIRE FENCE.  THE
 QS0934'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED MORRISTOWN
 QS0934'NO 2 1952.
 QS0934'
 QS0934'THE AZIMUTH MARK IS 96 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 QS0934'12 AND 3 FEET WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK
 QS0934'PROJECTS 8 INCHES AND THE DISK IS STAMPED MORRISTOWN 1952.
 QS0934'
 QS0934'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0933 ***********************************************************************
 QS0933  DESIGNATION -  MORRISTOWN MUNICIPAL STANDPIPE
 QS0933  PID         -  QS0933
 QS0933  STATE/COUNTY-  SD/CORSON
 QS0933  COUNTRY     -  US
 QS0933  USGS QUAD   -  MORRISTOWN (2017)
 QS0933
 QS0933                         *CURRENT SURVEY CONTROL
 QS0933  ______________________________________________________________________
 QS0933* NAD 83(1996) POSITION- 45 56 25.24246(N) 101 43 05.59165(W)   ADJUSTED
 QS0933  ______________________________________________________________________
 QS0933  GEOID HEIGHT    -        -19.790 (meters)                     GEOID18
 QS0933  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 QS0933  HORZ ORDER      -  THIRD
 QS0933
 QS0933.The horizontal coordinates were established by classical geodetic methods
 QS0933.and adjusted by the National Geodetic Survey in January 1998.
 QS0933
 QS0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0933.GEOID18 height accuracy estimate available here.
 QS0933
 QS0933.Click photographs - Photos may exist for this station.
 QS0933
 QS0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0933
 QS0933. The following values were computed from the NAD 83(1996) position.
 QS0933
 QS0933;                    North         East     Units Scale Factor Converg.
 QS0933;SPC SD N     -   235,565.124   466,760.093   MT  1.00005977   -1 12 57.8
 QS0933;SPC SD N     -   772,849.91  1,531,362.07   sFT  1.00005977   -1 12 57.8
 QS0933;UTM  14      - 5,091,012.468   289,298.361   MT  1.00014581   -1 57 14.7
 QS0933
 QS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8929891012(NAD 83)
 QS0933
 QS0933                          SUPERSEDED SURVEY CONTROL
 QS0933
 QS0933  NAD 83(1986)-  45 56 25.23403(N)    101 43 05.58794(W) AD(       ) 3
 QS0933  NAD 27      -  45 56 25.21900(N)    101 43 04.12300(W) AD(       ) 3
 QS0933
 QS0933.Superseded values are not recommended for survey control.
 QS0933
 QS0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0933.See file dsdata.pdf to determine how the superseded data were derived.
 QS0933
 QS0933_MARKER: 52 = STANDPIPE TANK
 QS0933
 QS0933  HISTORY     - Date     Condition        Report By
 QS0933  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0933
 QS0933                          STATION DESCRIPTION
 QS0933
 QS0933'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0321 ***********************************************************************
 OR0321  DESIGNATION -  MORTON AZ MK
 OR0321  PID         -  OR0321
 OR0321  STATE/COUNTY-  SD/GREGORY
 OR0321  COUNTRY     -  US
 OR0321  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0321
 OR0321                         *CURRENT SURVEY CONTROL
 OR0321  ______________________________________________________________________
 OR0321* NAD 83(1986) POSITION- 43 00 21.     (N) 098 34 00.     (W)   SCALED
 OR0321* NAVD 88 ORTHO HEIGHT -   537.739 (meters)     1764.23  (feet) ADJUSTED
 OR0321  ______________________________________________________________________
 OR0321  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 OR0321  DYNAMIC HEIGHT  -        537.553 (meters)     1763.62  (feet) COMP
 OR0321  MODELED GRAVITY -    980,259.5   (mgal)                       NAVD 88
 OR0321
 OR0321  VERT ORDER      -  SECOND    CLASS 0
 OR0321
 OR0321.The horizontal coordinates were scaled from a map and have
 OR0321.an estimated accuracy of +/- 6 seconds.
 OR0321
 OR0321.The orthometric height was determined by differential leveling and
 OR0321.adjusted by the NATIONAL GEODETIC SURVEY
 OR0321.in June 1991.
 OR0321
 OR0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0321.GEOID18 height accuracy estimate available here.
 OR0321
 OR0321.Click photographs - Photos may exist for this station.
 OR0321
 OR0321.The dynamic height is computed by dividing the NAVD 88
 OR0321.geopotential number by the normal gravity value computed on the
 OR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0321.degrees latitude (g = 980.6199 gals.).
 OR0321
 OR0321.The modeled gravity was interpolated from observed gravity values.
 OR0321
 OR0321;                    North         East    Units  Estimated Accuracy
 OR0321;SPC SD S     -    76,240.      744,030.      MT  (+/- 180 meters Scaled)
 OR0321
 OR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN353615(NAD 83)
 OR0321
 OR0321                          SUPERSEDED SURVEY CONTROL
 OR0321
 OR0321  NGVD 29 (??/??/92)  537.442  (m)         1763.26   (f) ADJ UNCH    2 0
 OR0321
 OR0321.Superseded values are not recommended for survey control.
 OR0321
 OR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0321.See file dsdata.pdf to determine how the superseded data were derived.
 OR0321
 OR0321_MARKER: DZ = AZIMUTH MARK DISK
 OR0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0321_STAMPING: MORTON 1940
 OR0321_MARK LOGO: CGS
 OR0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0321+STABILITY: SURFACE MOTION
 OR0321
 OR0321  HISTORY     - Date     Condition        Report By
 OR0321  HISTORY     - 1940     MONUMENTED       CGS
 OR0321  HISTORY     - 1949     GOOD             CGS
 OR0321
 OR0321                          STATION DESCRIPTION
 OR0321
 OR0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0321'12.4 MI N FROM BRISTOW.
 OR0321'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0321'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE
 OR0321'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 OR0321'ROAD, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, 0.5 MILE NORTH
 OR0321'OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, 0.2 MILE SOUTH OF A
 OR0321'FARMHOUSE LOCATED ON THE WEST SIDE OF THE ROAD, 73.6 FEET SOUTH
 OR0321'OF A 3-WAY CORNER FENCE POST, 26.0 FEET WEST OF THE CENTER LINE
 OR0321'OF THE ROAD, 1.1 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A
 OR0321'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 OR0321'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0583 ***********************************************************************
 NN0583  DESIGNATION -  MORTON RM 2
 NN0583  PID         -  NN0583
 NN0583  STATE/COUNTY-  SD/GREGORY
 NN0583  COUNTRY     -  US
 NN0583  USGS QUAD   -  GROSS (2017)
 NN0583
 NN0583                         *CURRENT SURVEY CONTROL
 NN0583  ______________________________________________________________________
 NN0583* NAD 83(1986) POSITION- 42 59 54.90   (N) 098 34 12.38   (W)   HD_HELD1
 NN0583* NAVD 88 ORTHO HEIGHT -   537.527 (meters)     1763.54  (feet) ADJUSTED
 NN0583  ______________________________________________________________________
 NN0583  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 NN0583  DYNAMIC HEIGHT  -        537.341 (meters)     1762.93  (feet) COMP
 NN0583  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 NN0583
 NN0583  VERT ORDER      -  SECOND    CLASS 0
 NN0583
 NN0583.The horizontal coordinates were determined by differentially corrected
 NN0583.hand held GPS observations or other comparable positioning techniques
 NN0583.and have an estimated accuracy of +/- 3 meters.
 NN0583
 NN0583.The orthometric height was determined by differential leveling and
 NN0583.adjusted by the NATIONAL GEODETIC SURVEY
 NN0583.in June 1991.
 NN0583
 NN0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0583.GEOID18 height accuracy estimate available here.
 NN0583
 NN0583.Click photographs - Photos may exist for this station.
 NN0583
 NN0583.The dynamic height is computed by dividing the NAVD 88
 NN0583.geopotential number by the normal gravity value computed on the
 NN0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0583.degrees latitude (g = 980.6199 gals.).
 NN0583
 NN0583.The modeled gravity was interpolated from observed gravity values.
 NN0583
 NN0583;                    North         East    Units  Estimated Accuracy
 NN0583;SPC SD S     -    75,429.8     743,762.8     MT  (+/- 3 meters HH1 GPS) 
 NN0583
 NN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3504060747(NAD 83)
 NN0583
 NN0583                          SUPERSEDED SURVEY CONTROL
 NN0583
 NN0583  NGVD 29 (??/??/92)  537.232  (m)         1762.57   (f) ADJ UNCH    2 0
 NN0583
 NN0583.Superseded values are not recommended for survey control.
 NN0583
 NN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0583.See file dsdata.pdf to determine how the superseded data were derived.
 NN0583
 NN0583_MARKER: DR = REFERENCE MARK DISK
 NN0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0583_STAMPING: MORTON NO 2 1940
 NN0583_MARK LOGO: CGS
 NN0583_PROJECTION: FLUSH
 NN0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0583+STABILITY: SURFACE MOTION
 NN0583
 NN0583  HISTORY     - Date     Condition        Report By
 NN0583  HISTORY     - 1940     MONUMENTED       CGS
 NN0583  HISTORY     - 1949     GOOD             CGS
 NN0583
 NN0583                          STATION DESCRIPTION
 NN0583
 NN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0583'11.7 MI N FROM BRISTOW.
 NN0583'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0583'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE
 NN0583'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 NN0583'ROAD, THENCE 1.8 MILES NORTH ALONG A DIRT ROAD, ON THE TOP OF A
 NN0583'HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND
 NN0583'SOUTH, 0.2 MILE WEST OF NEBRASKA-SOUTH DAKOTA BOUNDARY MONUMENT
 NN0583'NO. 55, ABOUT 220 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 NN0583'141.7 FEET WEST NORTHWEST OF MORTON R.M. 1, 81.4 FEET WEST OF
 NN0583'TRIANGULATION STATION MORTON 1940, 118.9 FEET WEST OF A 3-WAY
 NN0583'CORNER FENCE POST, 3 FEET NORTH OF AN EAST-WEST FENCE, SET IN THE
 NN0583'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0316 ***********************************************************************
 OT0316  DESIGNATION -  MOSA
 OT0316  PID         -  OT0316
 OT0316  STATE/COUNTY-  SD/CUSTER
 OT0316  COUNTRY     -  US
 OT0316  USGS QUAD   -  HERMOSA (2017)
 OT0316
 OT0316                         *CURRENT SURVEY CONTROL
 OT0316  ______________________________________________________________________
 OT0316* NAD 83(1986) POSITION- 43 46 29.     (N) 103 09 20.     (W)   SCALED
 OT0316* NAVD 88 ORTHO HEIGHT -  1036.262 (meters)     3399.80  (feet) ADJUSTED
 OT0316  ______________________________________________________________________
 OT0316  GEOID HEIGHT    -        -16.304 (meters)                     GEOID18
 OT0316  DYNAMIC HEIGHT  -       1035.870 (meters)     3398.52  (feet) COMP
 OT0316  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 OT0316
 OT0316  VERT ORDER      -  SECOND    CLASS 0
 OT0316
 OT0316.The horizontal coordinates were scaled from a map and have
 OT0316.an estimated accuracy of +/- 6 seconds.
 OT0316
 OT0316.The orthometric height was determined by differential leveling and
 OT0316.adjusted by the NATIONAL GEODETIC SURVEY
 OT0316.in June 1991.
 OT0316
 OT0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0316.GEOID18 height accuracy estimate available here.
 OT0316
 OT0316.Click photographs - Photos may exist for this station.
 OT0316
 OT0316.The dynamic height is computed by dividing the NAVD 88
 OT0316.geopotential number by the normal gravity value computed on the
 OT0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0316.degrees latitude (g = 980.6199 gals.).
 OT0316
 OT0316.The modeled gravity was interpolated from observed gravity values.
 OT0316
 OT0316;                    North         East    Units  Estimated Accuracy
 OT0316;SPC SD S     -   163,990.      372,850.      MT  (+/- 180 meters Scaled)
 OT0316
 OT0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ484485(NAD 83)
 OT0316
 OT0316                          SUPERSEDED SURVEY CONTROL
 OT0316
 OT0316  NGVD 29 (??/??/92) 1035.770  (m)         3398.19   (f) ADJ UNCH    2 0
 OT0316
 OT0316.Superseded values are not recommended for survey control.
 OT0316
 OT0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0316.See file dsdata.pdf to determine how the superseded data were derived.
 OT0316
 OT0316_MARKER: DS = TRIANGULATION STATION DISK
 OT0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0316_STAMPING: MOSA 1961
 OT0316_MARK LOGO: CGS
 OT0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0316+STABILITY: SURFACE MOTION
 OT0316
 OT0316  HISTORY     - Date     Condition        Report By
 OT0316  HISTORY     - 1961     MONUMENTED       CGS
 OT0316
 OT0316                          STATION DESCRIPTION
 OT0316
 OT0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OT0316'5 MI S FROM HERMOSA.
 OT0316'5.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE IN
 OT0316'HERMOSA, THENCE EAST ALONG A SURFACED ROAD FOR 3.6 MILES, THENCE
 OT0316'NORTHEAST FOR 0.15 MILE, 56 FEET NORTHEAST OF A POWER POLE, 47
 OT0316'FEET SOUTHWEST OF A TRANSFORMER POLE, 40 FEET EAST OF A SERVICE
 OT0316'ROAD, AND SET IN THE TOP OF A 1 1/2 FEET SQUARE CONCRETE
 OT0316'MONUMENT THAT PROJECTS 2 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0315 ***********************************************************************
 OT0315  DESIGNATION -  MOSA RM 1
 OT0315  PID         -  OT0315
 OT0315  STATE/COUNTY-  SD/CUSTER
 OT0315  COUNTRY     -  US
 OT0315  USGS QUAD   -  HERMOSA (2017)
 OT0315
 OT0315                         *CURRENT SURVEY CONTROL
 OT0315  ______________________________________________________________________
 OT0315* NAD 83(1986) POSITION- 43 46 29.     (N) 103 09 20.     (W)   SCALED
 OT0315* NAVD 88 ORTHO HEIGHT -  1036.052 (meters)     3399.11  (feet) ADJUSTED
 OT0315  ______________________________________________________________________
 OT0315  GEOID HEIGHT    -        -16.304 (meters)                     GEOID18
 OT0315  DYNAMIC HEIGHT  -       1035.660 (meters)     3397.83  (feet) COMP
 OT0315  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 OT0315
 OT0315  VERT ORDER      -  SECOND    CLASS 0
 OT0315
 OT0315.The horizontal coordinates were scaled from a map and have
 OT0315.an estimated accuracy of +/- 6 seconds.
 OT0315
 OT0315.The orthometric height was determined by differential leveling and
 OT0315.adjusted by the NATIONAL GEODETIC SURVEY
 OT0315.in June 1991.
 OT0315
 OT0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0315.GEOID18 height accuracy estimate available here.
 OT0315
 OT0315.Click photographs - Photos may exist for this station.
 OT0315
 OT0315.The dynamic height is computed by dividing the NAVD 88
 OT0315.geopotential number by the normal gravity value computed on the
 OT0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0315.degrees latitude (g = 980.6199 gals.).
 OT0315
 OT0315.The modeled gravity was interpolated from observed gravity values.
 OT0315
 OT0315;                    North         East    Units  Estimated Accuracy
 OT0315;SPC SD S     -   163,990.      372,850.      MT  (+/- 180 meters Scaled)
 OT0315
 OT0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ484485(NAD 83)
 OT0315
 OT0315                          SUPERSEDED SURVEY CONTROL
 OT0315
 OT0315  NGVD 29 (??/??/92) 1035.560  (m)         3397.50   (f) ADJ UNCH    2 0
 OT0315
 OT0315.Superseded values are not recommended for survey control.
 OT0315
 OT0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0315.See file dsdata.pdf to determine how the superseded data were derived.
 OT0315
 OT0315_MARKER: DR = REFERENCE MARK DISK
 OT0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0315_STAMPING: MOSA NO 1 1961
 OT0315_MARK LOGO: CGS
 OT0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0315+STABILITY: SURFACE MOTION
 OT0315
 OT0315  HISTORY     - Date     Condition        Report By
 OT0315  HISTORY     - 1961     MONUMENTED       CGS
 OT0315
 OT0315                          STATION DESCRIPTION
 OT0315
 OT0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OT0315'5 MI S FROM HERMOSA.
 OT0315'5.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE IN
 OT0315'HERMOSA, THENCE EAST ALONG A SURFACED ROAD FOR 3.6 MILES, THENCE
 OT0315'NORTHEAST FOR 0.15 MILE, 22 FEET EAST OF A TRANSFORMER POLE, AND
 OT0315'SET IN THE TOP OF A 1 1/2 FEET SQUARE CONCRETE MONUMENT THAT
 OT0315'PROJECTS 2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0314 ***********************************************************************
 OT0314  DESIGNATION -  MOSA RM 2
 OT0314  PID         -  OT0314
 OT0314  STATE/COUNTY-  SD/CUSTER
 OT0314  COUNTRY     -  US
 OT0314  USGS QUAD   -  HERMOSA (2017)
 OT0314
 OT0314                         *CURRENT SURVEY CONTROL
 OT0314  ______________________________________________________________________
 OT0314* NAD 83(1986) POSITION- 43 46 29.     (N) 103 09 20.     (W)   SCALED
 OT0314* NAVD 88 ORTHO HEIGHT -  1036.277 (meters)     3399.85  (feet) ADJUSTED
 OT0314  ______________________________________________________________________
 OT0314  GEOID HEIGHT    -        -16.304 (meters)                     GEOID18
 OT0314  DYNAMIC HEIGHT  -       1035.885 (meters)     3398.57  (feet) COMP
 OT0314  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 OT0314
 OT0314  VERT ORDER      -  SECOND    CLASS 0
 OT0314
 OT0314.The horizontal coordinates were scaled from a map and have
 OT0314.an estimated accuracy of +/- 6 seconds.
 OT0314
 OT0314.The orthometric height was determined by differential leveling and
 OT0314.adjusted by the NATIONAL GEODETIC SURVEY
 OT0314.in June 1991.
 OT0314
 OT0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0314.GEOID18 height accuracy estimate available here.
 OT0314
 OT0314.Click photographs - Photos may exist for this station.
 OT0314
 OT0314.The dynamic height is computed by dividing the NAVD 88
 OT0314.geopotential number by the normal gravity value computed on the
 OT0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0314.degrees latitude (g = 980.6199 gals.).
 OT0314
 OT0314.The modeled gravity was interpolated from observed gravity values.
 OT0314
 OT0314;                    North         East    Units  Estimated Accuracy
 OT0314;SPC SD S     -   163,990.      372,850.      MT  (+/- 180 meters Scaled)
 OT0314
 OT0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ484485(NAD 83)
 OT0314
 OT0314                          SUPERSEDED SURVEY CONTROL
 OT0314
 OT0314  NGVD 29 (??/??/92) 1035.785  (m)         3398.24   (f) ADJ UNCH    2 0
 OT0314
 OT0314.Superseded values are not recommended for survey control.
 OT0314
 OT0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0314.See file dsdata.pdf to determine how the superseded data were derived.
 OT0314
 OT0314_MARKER: DR = REFERENCE MARK DISK
 OT0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0314_STAMPING: MOSA NO 2 1961
 OT0314_MARK LOGO: CGS
 OT0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0314+STABILITY: SURFACE MOTION
 OT0314
 OT0314  HISTORY     - Date     Condition        Report By
 OT0314  HISTORY     - 1961     MONUMENTED       CGS
 OT0314
 OT0314                          STATION DESCRIPTION
 OT0314
 OT0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OT0314'5 MI S FROM HERMOSA.
 OT0314'5.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE IN
 OT0314'HERMOSA, THENCE EAST ALONG A SURFACED ROAD FOR 3.6 MILES, THENCE
 OT0314'NORTHEAST FOR 0.15 MILE, 20 FEET SOUTHEAST OF A POWER POLE, AND
 OT0314'SET IN THE TOP OF A 1 1/2 FEET SQUARE CONCRETE MONUMENT THAT
 OT0314'PROJECTS 2 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0785 ***********************************************************************
 QS0785  DESIGNATION -  MOSSMAN CATHOLIC CHURCH SPIRE
 QS0785  PID         -  QS0785
 QS0785  STATE/COUNTY-  SD/DEWEY
 QS0785  COUNTRY     -  US
 QS0785  USGS QUAD   -  RIDGEVIEW SW (2017)
 QS0785
 QS0785                         *CURRENT SURVEY CONTROL
 QS0785  ______________________________________________________________________
 QS0785* NAD 83(1996) POSITION- 45 02 14.11815(N) 100 53 39.17675(W)   ADJUSTED
 QS0785  ______________________________________________________________________
 QS0785  GEOID HEIGHT    -        -21.725 (meters)                     GEOID18
 QS0785  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 QS0785  HORZ ORDER      -  THIRD
 QS0785
 QS0785.The horizontal coordinates were established by classical geodetic methods
 QS0785.and adjusted by the National Geodetic Survey in January 1998.
 QS0785
 QS0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0785.GEOID18 height accuracy estimate available here.
 QS0785
 QS0785.Click photographs - Photos may exist for this station.
 QS0785
 QS0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0785
 QS0785. The following values were computed from the NAD 83(1996) position.
 QS0785
 QS0785;                    North         East     Units Scale Factor Converg.
 QS0785;SPC SD N     -   134,171.747   529,545.344   MT  0.99993914   -0 37 58.3
 QS0785;SPC SD N     -   440,195.14  1,737,350.02   sFT  0.99993914   -0 37 58.3
 QS0785;UTM  14      - 4,988,834.324   350,803.597   MT  0.99987371   -1 20 25.9
 QS0785
 QS0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5080388834(NAD 83)
 QS0785
 QS0785                          SUPERSEDED SURVEY CONTROL
 QS0785
 QS0785  NAD 83(1986)-  45 02 14.11080(N)    100 53 39.17615(W) AD(       ) 3
 QS0785  NAD 27      -  45 02 14.17000(N)    100 53 37.66000(W) AD(       ) 3
 QS0785
 QS0785.Superseded values are not recommended for survey control.
 QS0785
 QS0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0785.See file dsdata.pdf to determine how the superseded data were derived.
 QS0785
 QS0785_MARKER: 90 = CHURCH SPIRE
 QS0785
 QS0785  HISTORY     - Date     Condition        Report By
 QS0785  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0785
 QS0785                          STATION DESCRIPTION
 QS0785
 QS0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0785'THE CHURCH IS ABOUT 9.5 MILES EAST OF PARADE, 5 MILES SOUTH
 QS0785'OF RIDGEVIEW AND 1/2 MILE NORTH OF U.S. HIGHWAY 212.
 QS0785'
 QS0785'IT IS A 40-FOOT SQUARE BUILDING, PAINTED WHITE AND WITH A
 QS0785'SPIRE ON THE SOUTH GABLE OF THE BUILDING THAT IS ABOUT 50
 QS0785'FEET HIGH.  THE POINT INTERSECTED WAS THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2048 ***********************************************************************
 PU2048  DESIGNATION -  MOTT
 PU2048  PID         -  PU2048
 PU2048  STATE/COUNTY-  SD/MEADE
 PU2048  COUNTRY     -  US
 PU2048  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2048
 PU2048                         *CURRENT SURVEY CONTROL
 PU2048  ______________________________________________________________________
 PU2048* NAD 83(1996) POSITION- 44 35 22.84163(N) 103 33 31.32026(W)   ADJUSTED
 PU2048* NAVD 88 ORTHO HEIGHT -   960.458 (meters)     3151.10  (feet) ADJUSTED
 PU2048  ______________________________________________________________________
 PU2048  GEOID HEIGHT    -        -15.783 (meters)                     GEOID18
 PU2048  LAPLACE CORR    -         -8.17  (seconds)                    DEFLEC18
 PU2048  DYNAMIC HEIGHT  -        960.188 (meters)     3150.22  (feet) COMP
 PU2048  MODELED GRAVITY -    980,303.2   (mgal)                       NAVD 88
 PU2048
 PU2048  HORZ ORDER      -  SECOND
 PU2048  VERT ORDER      -  SECOND    CLASS 0
 PU2048
 PU2048.The horizontal coordinates were established by classical geodetic methods
 PU2048.and adjusted by the National Geodetic Survey in January 1998.
 PU2048
 PU2048.The orthometric height was determined by differential leveling and
 PU2048.adjusted by the NATIONAL GEODETIC SURVEY
 PU2048.in June 1991.
 PU2048
 PU2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2048.GEOID18 height accuracy estimate available here.
 PU2048
 PU2048.Click photographs - Photos may exist for this station.
 PU2048
 PU2048.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2048
 PU2048.The dynamic height is computed by dividing the NAVD 88
 PU2048.geopotential number by the normal gravity value computed on the
 PU2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2048.degrees latitude (g = 980.6199 gals.).
 PU2048
 PU2048.The modeled gravity was interpolated from observed gravity values.
 PU2048
 PU2048. The following values were computed from the NAD 83(1996) position.
 PU2048
 PU2048;                    North         East     Units Scale Factor Converg.
 PU2048;SPC SD N     -    90,256.601   317,511.412   MT  0.99997135   -2 31 07.1
 PU2048;SPC SD N     -   296,116.87  1,041,702.02   sFT  0.99997135   -2 31 07.1
 PU2048;UTM  13      - 4,938,380.782   614,404.519   MT  0.99976095   +1 00 43.0
 PU2048
 PU2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2048!SPC SD N     -   0.99985190  x   0.99997135  =   0.99982326
 PU2048!UTM  13      -   0.99985190  x   0.99976095  =   0.99961289
 PU2048
 PU2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1440438380(NAD 83)
 PU2048
 PU2048|---------------------------------------------------------------------|
 PU2048| PID    Reference Object                     Distance      Geod. Az  |
 PU2048|                                                           dddmmss.s |
 PU2048| PU2049 MOTT RM 1                             8.078 METERS 08536     |
 PU2048| PU2051 BIG BOTTOM                          372.667 METERS 08752     |
 PU2048| PU2047 MOTT RM 2                             8.679 METERS 27544     |
 PU2048|---------------------------------------------------------------------|
 PU2048
 PU2048                          SUPERSEDED SURVEY CONTROL
 PU2048
 PU2048  NAD 83(1993)-  44 35 22.83522(N)    103 33 31.32106(W) AD(       ) 2
 PU2048  NAD 83(1986)-  44 35 22.83093(N)    103 33 31.31586(W) AD(       ) 2
 PU2048  NGVD 29 (??/??/92)  959.965  (m)         3149.49   (f) ADJ UNCH    2 0
 PU2048  NGVD 29             959.96   (m)         3149.5    (f) LEVELING    3  
 PU2048
 PU2048.Superseded values are not recommended for survey control.
 PU2048
 PU2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2048.See file dsdata.pdf to determine how the superseded data were derived.
 PU2048
 PU2048_MARKER: DS = TRIANGULATION STATION DISK
 PU2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2048_STAMPING: MOTT 1962
 PU2048_MARK LOGO: CGS
 PU2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2048+STABILITY: SURFACE MOTION
 PU2048
 PU2048  HISTORY     - Date     Condition        Report By
 PU2048  HISTORY     - 1962     MONUMENTED       CGS
 PU2048  HISTORY     - 1962     GOOD             CGS
 PU2048
 PU2048                          STATION DESCRIPTION
 PU2048
 PU2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2048'THE STATION IS LOCATED 8 MILES EAST-NORTHEAST OF SAINT ONGE, 7 MILES
 PU2048'WEST-SOUTHWEST OF VALE, 6 MILES SOUTH OF NISLAND, ON A HIGH CUT-BANK
 PU2048'ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD.
 PU2048'
 PU2048'TO REACH THE STATION FROM THE POST OFFICE IN NISLAND, GO EAST ON A
 PU2048'GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 PU2048'AND WEST ON A GRAVELED ROAD FOR 0.85 MILE TO A T-ROAD.  TURN LEFT
 PU2048'AND GO EAST AND SOUTH ON A GRAVELED ROAD FOR 1.4 MILE TO A
 PU2048'CROSSROAD.  CONTINUE STRAIGHT AHEAD AND GO SOUTH ON THE GRAVELED
 PU2048'ROAD FOR 3.1 MILES TO A T-ROAD.  TURN RIGHT AND GO WEST AND
 PU2048'SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN
 PU2048'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE TO A POINT WHERE
 PU2048'THE ROAD CURVES TO THE RIGHT.  CONTINUE STRAIGHT AHEAD ON A
 PU2048'DIM TRACK ROAD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 PU2048'
 PU2048'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2048'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED MOTT
 PU2048'1962.  IT IS 60 FEET NORTHEAST OF A POWER POLE, 10 FEET NORTH OF A
 PU2048'CUT-BANK, 5 FEET SOUTHEAST OF A METAL WITNESS POST AND 3-1/2 FEET
 PU2048'SOUTH OF AN EAST-WEST FENCE LINE.
 PU2048'
 PU2048'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2048'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED MOTT NO 1
 PU2048'1962.  IT IS 30.2 FEET EAST OF A METAL WITNESS POST, 14 FEET NORTH
 PU2048'OF A CUT-BANK AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 PU2048'
 PU2048'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2048'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED MOTT NO 2
 PU2048'1962.  IT IS 52 FEET NORTH OF A POWER POLE, 24-1/2 FEET WEST OF A
 PU2048'METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 PU2048'
 PU2048'TRIANGULATION STATION BIG BOTTOM 1950 WAS USED FOR THE AZIMUTH MARK,
 PU2048'SEE DESCRIPTION THERE-OF.
 PU2048
 PU2048                          STATION RECOVERY (1962)
 PU2048
 PU2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU2048'8 MI S FROM NISLAND.
 PU2048'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2048'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE
 PU2048'4.1 MILES SOUTH, THENCE 1.0 MILE WEST, THENCE 1.0 MILE SOUTH,
 PU2048'THENCE 0.45 MILE EAST ALONG GRAVEL ROADS, 0.05 MILE EAST OF A
 PU2048'DRIVEWAY NORTH TO A FARM, ON TOP OF A KNOLL, 90 FEET NORTH OF
 PU2048'THE CENTER LINE OF THE ROAD, 59 FEET NORTHEAST OF A POWER POLE,
 PU2048'26.6 FEET WEST OF REFERENCE MARK 1, 28.8 FEET EAST OF REFERENCE
 PU2048'MARK 2, 3.6 FEET SOUTH OF A FENCE, 4.9 FEET SOUTHEAST OF A
 PU2048'WITNESS POST, ABOUT 15 FEET HIGHER THAN THE ROAD AND IN THE
 PU2048'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2049 ***********************************************************************
 PU2049  DESIGNATION -  MOTT RM 1
 PU2049  PID         -  PU2049
 PU2049  STATE/COUNTY-  SD/MEADE
 PU2049  COUNTRY     -  US
 PU2049  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2049
 PU2049                         *CURRENT SURVEY CONTROL
 PU2049  ______________________________________________________________________
 PU2049* NAD 83(1986) POSITION- 44 35 22.86   (N) 103 33 30.96   (W)   HD_HELD1
 PU2049* NAVD 88 ORTHO HEIGHT -   960.647 (meters)     3151.72  (feet) ADJUSTED
 PU2049  ______________________________________________________________________
 PU2049  GEOID HEIGHT    -        -15.783 (meters)                     GEOID18
 PU2049  DYNAMIC HEIGHT  -        960.377 (meters)     3150.84  (feet) COMP
 PU2049  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 PU2049
 PU2049  VERT ORDER      -  SECOND    CLASS 0
 PU2049
 PU2049.The horizontal coordinates were determined by differentially corrected
 PU2049.hand held GPS observations or other comparable positioning techniques
 PU2049.and have an estimated accuracy of +/- 3 meters.
 PU2049
 PU2049.The orthometric height was determined by differential leveling and
 PU2049.adjusted by the NATIONAL GEODETIC SURVEY
 PU2049.in June 1991.
 PU2049
 PU2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2049.GEOID18 height accuracy estimate available here.
 PU2049
 PU2049.Click photographs - Photos may exist for this station.
 PU2049
 PU2049.The dynamic height is computed by dividing the NAVD 88
 PU2049.geopotential number by the normal gravity value computed on the
 PU2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2049.degrees latitude (g = 980.6199 gals.).
 PU2049
 PU2049.The modeled gravity was interpolated from observed gravity values.
 PU2049
 PU2049;                    North         East    Units  Estimated Accuracy
 PU2049;SPC SD N     -    90,256.8     317,519.4     MT  (+/- 3 meters HH1 GPS) 
 PU2049
 PU2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1441238381(NAD 83)
 PU2049
 PU2049                          SUPERSEDED SURVEY CONTROL
 PU2049
 PU2049  NGVD 29 (??/??/92)  960.154  (m)         3150.11   (f) ADJ UNCH    2 0
 PU2049
 PU2049.Superseded values are not recommended for survey control.
 PU2049
 PU2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2049.See file dsdata.pdf to determine how the superseded data were derived.
 PU2049
 PU2049_MARKER: DR = REFERENCE MARK DISK
 PU2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2049_STAMPING: MOTT NO 1 1962
 PU2049_MARK LOGO: CGS
 PU2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2049+STABILITY: SURFACE MOTION
 PU2049
 PU2049  HISTORY     - Date     Condition        Report By
 PU2049  HISTORY     - 1962     MONUMENTED       CGS
 PU2049
 PU2049                          STATION DESCRIPTION
 PU2049
 PU2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2049'8 MI S FROM NISLAND.
 PU2049'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2049'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 4.1
 PU2049'MILES SOUTH, THENCE 1.0 MILE WEST, THENCE 1.0 MILE SOUTH,
 PU2049'THENCE 0.45 MILES EAST ALONG ROADS, 0.05 MILE EAST OF A DRIVEWAY
 PU2049'NORTH TO A FARM, ON TOP OF A KNOLL, 89 FEET NORTH OF THE CENTER
 PU2049'LINE OF THE ROAD, 4.6 FEET SOUTH OF A FENCE, 26.6 FEET EAST
 PU2049'OF THE STATION AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU2049'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2047 ***********************************************************************
 PU2047  DESIGNATION -  MOTT RM 2
 PU2047  PID         -  PU2047
 PU2047  STATE/COUNTY-  SD/MEADE
 PU2047  COUNTRY     -  US
 PU2047  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2047
 PU2047                         *CURRENT SURVEY CONTROL
 PU2047  ______________________________________________________________________
 PU2047* NAD 83(1986) POSITION- 44 35 22.87   (N) 103 33 31.71   (W)   HD_HELD1
 PU2047* NAVD 88 ORTHO HEIGHT -   959.555 (meters)     3148.14  (feet) ADJUSTED
 PU2047  ______________________________________________________________________
 PU2047  GEOID HEIGHT    -        -15.782 (meters)                     GEOID18
 PU2047  DYNAMIC HEIGHT  -        959.284 (meters)     3147.25  (feet) COMP
 PU2047  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 PU2047
 PU2047  VERT ORDER      -  SECOND    CLASS 0
 PU2047
 PU2047.The horizontal coordinates were determined by differentially corrected
 PU2047.hand held GPS observations or other comparable positioning techniques
 PU2047.and have an estimated accuracy of +/- 3 meters.
 PU2047
 PU2047.The orthometric height was determined by differential leveling and
 PU2047.adjusted by the NATIONAL GEODETIC SURVEY
 PU2047.in June 1991.
 PU2047
 PU2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2047.GEOID18 height accuracy estimate available here.
 PU2047
 PU2047.Click photographs - Photos may exist for this station.
 PU2047
 PU2047.The dynamic height is computed by dividing the NAVD 88
 PU2047.geopotential number by the normal gravity value computed on the
 PU2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2047.degrees latitude (g = 980.6199 gals.).
 PU2047
 PU2047.The modeled gravity was interpolated from observed gravity values.
 PU2047
 PU2047;                    North         East    Units  Estimated Accuracy
 PU2047;SPC SD N     -    90,257.9     317,502.9     MT  (+/- 3 meters HH1 GPS) 
 PU2047
 PU2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1439538381(NAD 83)
 PU2047
 PU2047                          SUPERSEDED SURVEY CONTROL
 PU2047
 PU2047  NGVD 29 (??/??/92)  959.061  (m)         3146.52   (f) ADJ UNCH    2 0
 PU2047
 PU2047.Superseded values are not recommended for survey control.
 PU2047
 PU2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2047.See file dsdata.pdf to determine how the superseded data were derived.
 PU2047
 PU2047_MARKER: DR = REFERENCE MARK DISK
 PU2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2047_STAMPING: MOTT NO 2 1962
 PU2047_MARK LOGO: CGS
 PU2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2047+STABILITY: SURFACE MOTION
 PU2047
 PU2047  HISTORY     - Date     Condition        Report By
 PU2047  HISTORY     - 1962     MONUMENTED       CGS
 PU2047
 PU2047                          STATION DESCRIPTION
 PU2047
 PU2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2047'8 MI S FROM NISLAND.
 PU2047'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2047'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 4.1
 PU2047'MILES SOUTH, THENCE 1.0 MILE WEST, THENCE 1.0 MILE SOUTH,
 PU2047'THENCE 0.45 MILE EAST ALONG ROADS.  0.05 MILE EAST OF A DRIVEWAY
 PU2047'NORTH TO A FARM, ON TOP OF A KNOLL, 92 FEET NORTH OF THE
 PU2047'CENTER LINE OF THE ROAD, 30 1/2 FEET NORTH OF A POWER POLE,
 PU2047'1.0 FOOT SOUTH OF A FENCE, 28.8 FEET WEST OF THE STATION AND
 PU2047'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0696 ***********************************************************************
 QS0696  DESIGNATION -  MOUND
 QS0696  PID         -  QS0696
 QS0696  STATE/COUNTY-  SD/CAMPBELL
 QS0696  COUNTRY     -  US
 QS0696  USGS QUAD   -  MOBRIDGE NE (2017)
 QS0696
 QS0696                         *CURRENT SURVEY CONTROL
 QS0696  ______________________________________________________________________
 QS0696* NAD 83(1996) POSITION- 45 40 57.57195(N) 100 15 21.43770(W)   ADJUSTED
 QS0696* NAVD 88 ORTHO HEIGHT -   608.8   (meters)     1997.    (feet) VERTCON3
 QS0696  ______________________________________________________________________
 QS0696  GEOID HEIGHT    -        -22.022 (meters)                     GEOID18
 QS0696  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 QS0696  HORZ ORDER      -  SECOND
 QS0696
 QS0696.The horizontal coordinates were established by classical geodetic methods
 QS0696.and adjusted by the National Geodetic Survey in January 1998.
 QS0696
 QS0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0696
 QS0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0696.GEOID18 height accuracy estimate available here.
 QS0696
 QS0696.Click photographs - Photos may exist for this station.
 QS0696
 QS0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0696
 QS0696. The following values were computed from the NAD 83(1996) position.
 QS0696
 QS0696;                    North         East     Units Scale Factor Converg.
 QS0696;SPC SD N     -   205,540.623   580,059.882   MT  0.99999987   -0 10 52.1
 QS0696;SPC SD N     -   674,344.53  1,903,079.80   sFT  0.99999987   -0 10 52.1
 QS0696;UTM  14      - 5,059,556.741   402,194.213   MT  0.99971761   -0 53 55.3
 QS0696
 QS0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0696!SPC SD N     -   0.99990802  x   0.99999987  =   0.99990789
 QS0696!UTM  14      -   0.99990802  x   0.99971761  =   0.99962566
 QS0696
 QS0696:                Primary Azimuth Mark                     Grid Az
 QS0696:SPC SD N     -  SCHAEFFER                                344 42 46.2
 QS0696:UTM  14      -  SCHAEFFER                                345 25 49.4
 QS0696
 QS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0219459556(NAD 83)
 QS0696
 QS0696|---------------------------------------------------------------------|
 QS0696| PID    Reference Object                     Distance      Geod. Az  |
 QS0696|                                                           dddmmss.s |
 QS0696| CO6463 MOUND RM 1                           13.244 METERS 02641     |
 QS0696| CO6464 MOUND RM 2                           16.520 METERS 12607     |
 QS0696| CO6462 MOUND AZ MK                                        1700441.0 |
 QS0696| QS0714 SCHAEFFER                           APPROX.10.0 KM 3443154.1 |
 QS0696|---------------------------------------------------------------------|
 QS0696
 QS0696                          SUPERSEDED SURVEY CONTROL
 QS0696
 QS0696  NAD 83(1986)-  45 40 57.56164(N)    100 15 21.43479(W) AD(       ) 2
 QS0696  NAD 27      -  45 40 57.58000(N)    100 15 19.99100(W) AD(       ) 2
 QS0696  NGVD 29 (07/19/86)  608.4    (m)         1996.     (f) VERT ANG       
 QS0696
 QS0696.Superseded values are not recommended for survey control.
 QS0696
 QS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0696.See file dsdata.pdf to determine how the superseded data were derived.
 QS0696
 QS0696_MARKER: DS = TRIANGULATION STATION DISK
 QS0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0696_STAMPING: MOUND 1948
 QS0696_MARK LOGO: CGS
 QS0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0696+STABILITY: SURFACE MOTION
 QS0696
 QS0696  HISTORY     - Date     Condition        Report By
 QS0696  HISTORY     - 1948     MONUMENTED       CGS
 QS0696  HISTORY     - 1960     GOOD             USGS
 QS0696  HISTORY     - 1964     GOOD             USDA
 QS0696  HISTORY     - 1967     GOOD             CGS
 QS0696
 QS0696                          STATION DESCRIPTION
 QS0696
 QS0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0696'THE STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF MOUND
 QS0696'CITY, 10 MILES NORTH OF GLENHAM, ON EDGE OF RIVER BLUFFS ABOUT
 QS0696'2-1/2 MILES EAST OF THE MISSOURI RIVER.  IT IS ON THE PROPERTY
 QS0696'OF MR. HENRY PEKELDER.
 QS0696'
 QS0696'TO REACH FROM INTERSECTION OF THE MAIN STREET ON GLENHAM AND
 QS0696'U.S. HIGHWAY 12, GO WEST ON U.S. 12 TO FIRST ROAD LEADING
 QS0696'NORTH.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD 3.9 MILES,
 QS0696'MAKE SHORT JOG TO LEFT AND CONTINUE NORTH 5.1 MILES TO
 QS0696'T-INTERSECTION.  TURN RIGHT AND GO EAST 1 MILE TO CROSSROADS,
 QS0696'TURN LEFT AND GO NORTH 0.8 MILES TO AZIMUTH MARK ON RIGHT.
 QS0696'CONTINUE NORTH 0.2 MILE TO POINT WHERE ROAD TURNS EAST.
 QS0696'PASS THROUGH WIRE GATE, TURN LEFT ON LANE FOR 0.1 MILE TO
 QS0696'GATE, PASS THROUGH GATE AND MAKE SHARP RIGHT TURN ALONG FENCE
 QS0696'LINE FOR 0.5 MILE.  TURN LEFT AND GO 0.1 MILE TO POINT OF
 QS0696'RIDGE AND STATION.
 QS0696'
 QS0696'STATION IS ABOUT 400 FEET NORTHWEST OF FENCE LINE.  THE
 QS0696'STATION MARK IS A STANDARD STATION MARK DISK SET IN THE TOP
 QS0696'OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 8
 QS0696'INCHES, AND THE DISK IS STAMPED MOUND 1948.
 QS0696'
 QS0696'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 QS0696'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 QS0696'6 INCHES, AND THE DISK IS STAMPED MOUND NO 1 1948.
 QS0696'
 QS0696'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 QS0696'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 QS0696'6 INCHES, AND THE DISK IS STAMPED MOUND NO 2 1948.
 QS0696'
 QS0696'AZIMUTH MARK IS 23 FEET EAST OF CENTERLINE OF TRACK ROAD, 6 FEET
 QS0696'NORTH OF WITNESS POST, 2 FEET WEST OF NORTH-SOUTH FENCE LINE.
 QS0696'IT IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF 12-INCH
 QS0696'SQUARE CONCRETE POST.  THE MARK PROJECTS 8 INCHES, AND THE
 QS0696'DISK IS STAMPED MOUND 1948.
 QS0696'
 QS0696'A 4-FOOT STAND WILL SEE STATIONS BLUME (MO.R.C.) AND SCHAEFFER 1934.
 QS0696'
 QS0696'A 10-FOOT STAND WILL SEE STATION BADGER 1934.
 QS0696'
 QS0696'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 QS0696
 QS0696                          STATION RECOVERY (1960)
 QS0696
 QS0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QS0696'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QS0696
 QS0696                          STATION RECOVERY (1964)
 QS0696
 QS0696'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1964 (ACN)
 QS0696'MOUND 1948 - VERY GOOD.
 QS0696'
 QS0696'IN DESCRIPTION OF LOCATION IT SHOULD READ, PASS THROUGH GATE
 QS0696'AND MAKE SHARP RIGHT TURN ALONG FENCE LINE FOR 0.05 MILE.
 QS0696
 QS0696                          STATION RECOVERY (1967)
 QS0696
 QS0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 QS0696'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN
 QS0696'GOOD CONDITION AS DESCRIBED.
 QS0696'
 QS0696'AZIMUTH MARK NOT OBSERVED - SIGHT OBSTRUCTED BY LARGE TREE.
 QS0696'
 QS0696'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1115 ***********************************************************************
 PT1115  DESIGNATION -  MOUND
 PT1115  PID         -  PT1115
 PT1115  STATE/COUNTY-  SD/ZIEBACH
 PT1115  COUNTRY     -  US
 PT1115  USGS QUAD   -  CHERRY CREEK NW (2017)
 PT1115
 PT1115                         *CURRENT SURVEY CONTROL
 PT1115  ______________________________________________________________________
 PT1115* NAD 83(1996) POSITION- 44 42 57.14877(N) 101 22 46.28321(W)   ADJUSTED
 PT1115* NAVD 88 ORTHO HEIGHT -   656.64  (+/-2cm)     2154.3   (feet) VERTCON3
 PT1115  ______________________________________________________________________
 PT1115  GEOID HEIGHT    -        -21.503 (meters)                     GEOID18
 PT1115  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 PT1115  HORZ ORDER      -  SECOND
 PT1115  VERT ORDER      -  THIRD ? (See Below)
 PT1115
 PT1115.The horizontal coordinates were established by classical geodetic methods
 PT1115.and adjusted by the National Geodetic Survey in January 1998.
 PT1115
 PT1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1115
 PT1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1115.GEOID18 height accuracy estimate available here.
 PT1115
 PT1115.The vertical order pertains to the NGVD 29 superseded value.
 PT1115
 PT1115.Click photographs - Photos may exist for this station.
 PT1115
 PT1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1115
 PT1115. The following values were computed from the NAD 83(1996) position.
 PT1115
 PT1115;                    North         East     Units Scale Factor Converg.
 PT1115;SPC SD N     -    99,001.052   490,702.825   MT  0.99995614   -0 58 34.8
 PT1115;SPC SD N     -   324,805.95  1,609,914.19   sFT  0.99995614   -0 58 34.8
 PT1115;SPC SD S     -   265,224.232   517,099.251   MT  1.00009083   -0 43 18.2
 PT1115;SPC SD S     -   870,156.50  1,696,516.46   sFT  1.00009083   -0 43 18.2
 PT1115;UTM  14      - 4,954,142.831   311,532.002   MT  1.00003681   -1 40 28.9
 PT1115
 PT1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1115!SPC SD N     -   0.99990042  x   0.99995614  =   0.99985657
 PT1115!SPC SD S     -   0.99990042  x   1.00009083  =   0.99999125
 PT1115!UTM  14      -   0.99990042  x   1.00003681  =   0.99993723
 PT1115
 PT1115:                Primary Azimuth Mark                     Grid Az
 PT1115:SPC SD N     -  MOUND AZ MK                              340 20 09.6
 PT1115:SPC SD S     -  MOUND AZ MK                              340 04 53.0
 PT1115:UTM  14      -  MOUND AZ MK                              341 02 03.7
 PT1115
 PT1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1153254142(NAD 83)
 PT1115
 PT1115|---------------------------------------------------------------------|
 PT1115| PID    Reference Object                     Distance      Geod. Az  |
 PT1115|                                                           dddmmss.s |
 PT1115| PT1108 AILEMANS HOUSE CHIMNEY              APPROX.18.9 KM 1243728.5 |
 PT1115| CQ3564 MOUND RM 1                           11.162 METERS 21730     |
 PT1115| CQ3565 MOUND RM 2                           11.720 METERS 31748     |
 PT1115| CQ3563 MOUND AZ MK                                        3392134.8 |
 PT1115|---------------------------------------------------------------------|
 PT1115
 PT1115                          SUPERSEDED SURVEY CONTROL
 PT1115
 PT1115  NAD 83(1986)-  44 42 57.14174(N)    101 22 46.28435(W) AD(       ) 2
 PT1115  NAD 27      -  44 42 57.20000(N)    101 22 44.74400(W) AD(       ) 2
 PT1115  NGVD 29             656.20   (m)         2152.9    (f) LEVELING    3  
 PT1115
 PT1115.Superseded values are not recommended for survey control.
 PT1115
 PT1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1115.See file dsdata.pdf to determine how the superseded data were derived.
 PT1115
 PT1115_MARKER: DB = BENCH MARK DISK
 PT1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1115_STAMPING: MOUND 1946
 PT1115_MARK LOGO: USGS
 PT1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1115+STABILITY: SURFACE MOTION
 PT1115
 PT1115  HISTORY     - Date     Condition        Report By
 PT1115  HISTORY     - 1946     MONUMENTED       USGS
 PT1115
 PT1115                          STATION DESCRIPTION
 PT1115
 PT1115'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 PT1115'THE STATION IS ABOUT 20 MILES SOUTHWEST OF EAGLE BUTTE, 8
 PT1115'MILES WEST-NORTHWEST OF THE BRIDGE OVER THE CHEYENNE RIVER
 PT1115'ON STATE HIGHWAY 63, 3 MILES NORTHWEST OF THE CHEYENNE RIVER,
 PT1115'IN SECTION 24, T 9 N, R 22 E, ON THE CHEYENNE INDIAN RESERVATION,
 PT1115'45 FEET NORTHEAST OF CENTER OF TRACK ROAD, AND 8 FEET
 PT1115'NORTH-NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 PT1115'
 PT1115'TO REACH THE STATION FROM THE BRIDGE OVER THE CHEYENNE RIVER
 PT1115'ON STATE HIGHWAY 63, GO NORTHWEST ON THE HIGHWAY FOR 2.2 MILES
 PT1115'TO A GATE AND A TRACK ROAD LEFT, TURN LEFT THROUGH GATE AND
 PT1115'GO WEST ON TRACK ROAD FOR 0.8 MILE TO A FORK, BEAR RIGHT AND
 PT1115'GO 1.05 MILES TO A GATE, PASS THROUGH GATE AND CONTINUE WEST
 PT1115'ON TRACK ROAD FOR 4.45 MILES TO A GATE, PASS THROUGH GATE
 PT1115'AND CONTINUE WEST FOR 1.5 MILES TO A GATE, PASS THROUGH GATE
 PT1115'AND GO 1.0 MILE TO A FORK, BEAR LEFT AND GO 0.9 MILE TO A
 PT1115'DAM, CROSS DAM AND GO SOUTH-SOUTHEAST ON MAIN TRACK ROAD
 PT1115'FOR 2.35 MILES TO A GATE AND AZIMUTH MARK ON LEFT, PASS
 PT1115'THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.8 MILE TO TOP OF
 PT1115'MOUND AND STATION.
 PT1115'
 PT1115'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN THE
 PT1115'TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS 5
 PT1115'INCHES, AND THE DISK IS STAMPED MOUND 1946.
 PT1115'
 PT1115'REFERENCE MARK 1 IS 18 FEET NORTHEAST OF CENTER OF TRACK ROAD.
 PT1115'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED MOUND USGS
 PT1115'NO 1 1952.
 PT1115'
 PT1115'REFERENCE MARK 2 IS 28 FEET NORTHEAST OF CENTER OF TRACK ROAD.
 PT1115'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED MOUND USGS
 PT1115'NO 2 1952.
 PT1115'
 PT1115'THE AZIMUTH MARK IS 13 FEET NORTHEAST OF CENTER OF TRACK ROAD,
 PT1115'5 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST, AND 3 FEET EAST OF
 PT1115'A GATE POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 PT1115'STAMPED MOUND USGS 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0678 ***********************************************************************
 QS0678  DESIGNATION -  MOUND CITY WT
 QS0678  PID         -  QS0678
 QS0678  STATE/COUNTY-  SD/CAMPBELL
 QS0678  COUNTRY     -  US
 QS0678  USGS QUAD   -  MOUND CITY (2017)
 QS0678
 QS0678                         *CURRENT SURVEY CONTROL
 QS0678  ______________________________________________________________________
 QS0678* NAD 83(1996) POSITION- 45 43 38.99050(N) 100 04 17.80104(W)   ADJUSTED
 QS0678  ______________________________________________________________________
 QS0678  GEOID HEIGHT    -        -22.272 (meters)                     GEOID18
 QS0678  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 QS0678  HORZ ORDER      -  THIRD
 QS0678
 QS0678.The horizontal coordinates were established by classical geodetic methods
 QS0678.and adjusted by the National Geodetic Survey in January 1998.
 QS0678
 QS0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0678.GEOID18 height accuracy estimate available here.
 QS0678
 QS0678.Click photographs - Photos may exist for this station.
 QS0678
 QS0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0678
 QS0678. The following values were computed from the NAD 83(1996) position.
 QS0678
 QS0678;                    North         East     Units Scale Factor Converg.
 QS0678;SPC SD N     -   210,495.186   594,425.528   MT  1.00000882   -0 03 02.5
 QS0678;SPC SD N     -   690,599.62  1,950,211.09   sFT  1.00000882   -0 03 02.5
 QS0678;UTM  14      - 5,064,329.673   416,616.369   MT  0.99968548   -0 46 02.5
 QS0678
 QS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1661664329(NAD 83)
 QS0678
 QS0678                          SUPERSEDED SURVEY CONTROL
 QS0678
 QS0678  NAD 83(1986)-  45 43 38.97970(N)    100 04 17.79736(W) AD(       ) 3
 QS0678  NAD 27      -  45 43 39.01026(N)    100 04 16.36653(W) AD(       ) 3
 QS0678
 QS0678.Superseded values are not recommended for survey control.
 QS0678
 QS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0678.See file dsdata.pdf to determine how the superseded data were derived.
 QS0678
 QS0678_MARKER: 54 = WATER TOWER
 QS0678
 QS0678  HISTORY     - Date     Condition        Report By
 QS0678  HISTORY     - 1964     FIRST OBSERVED   USGS
 QS0678
 QS0678                          STATION DESCRIPTION
 QS0678
 QS0678'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0678'LOCATED IN THE NW. EDGE OF MOUND CITY, A STANDARD 1 SECTION HIGH, 4
 QS0678'LEGGED WATER TANK WITH A BALL ATOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0452 ***********************************************************************
 QQ0452  DESIGNATION -  MUD
 QQ0452  PID         -  QQ0452
 QQ0452  STATE/COUNTY-  SD/DAY
 QQ0452  COUNTRY     -  US
 QQ0452  USGS QUAD   -  ANDOVER (2017)
 QQ0452
 QQ0452                         *CURRENT SURVEY CONTROL
 QQ0452  ______________________________________________________________________
 QQ0452* NAD 83(1996) POSITION- 45 27 55.13578(N) 097 52 40.72349(W)   ADJUSTED
 QQ0452* NAVD 88 ORTHO HEIGHT -   453.    (meters)     1486.    (feet) SCALED
 QQ0452  ______________________________________________________________________
 QQ0452  GEOID HEIGHT    -        -24.893 (meters)                     GEOID18
 QQ0452  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 QQ0452  HORZ ORDER      -  FIRST
 QQ0452
 QQ0452.The horizontal coordinates were established by classical geodetic methods
 QQ0452.and adjusted by the National Geodetic Survey in January 1998.
 QQ0452
 QQ0452.The orthometric height was scaled from a topographic map.
 QQ0452
 QQ0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0452.GEOID18 height accuracy estimate available here.
 QQ0452
 QQ0452.Click photographs - Photos may exist for this station.
 QQ0452
 QQ0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0452
 QQ0452. The following values were computed from the NAD 83(1996) position.
 QQ0452
 QQ0452;                    North         East     Units Scale Factor Converg.
 QQ0452;SPC SD N     -   183,528.160   765,930.097   MT  0.99996521   +1 30 06.6
 QQ0452;SPC SD N     -   602,125.30  2,512,888.99   sFT  0.99996521   +1 30 06.6
 QQ0452;UTM  14      - 5,035,255.416   587,713.654   MT  0.99969459   +0 47 59.5
 QQ0452
 QQ0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0452!SPC SD N     -   0.99993284  x   0.99996521  =   0.99989805
 QQ0452!UTM  14      -   0.99993284  x   0.99969459  =   0.99962745
 QQ0452
 QQ0452:                Primary Azimuth Mark                     Grid Az
 QQ0452:SPC SD N     -  MUD AZ MK                                358 37 44.8
 QQ0452:UTM  14      -  MUD AZ MK                                359 19 51.9
 QQ0452
 QQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8771335255(NAD 83)
 QQ0452
 QQ0452|---------------------------------------------------------------------|
 QQ0452| PID    Reference Object                     Distance      Geod. Az  |
 QQ0452|                                                           dddmmss.s |
 QQ0452| CO6469 MUD AZ MK                                          0000751.4 |
 QQ0452| CO6470 MUD RM 1                             24.094 METERS 18712     |
 QQ0452| CO6471 MUD RM 2                             21.689 METERS 35102     |
 QQ0452|---------------------------------------------------------------------|
 QQ0452
 QQ0452                          SUPERSEDED SURVEY CONTROL
 QQ0452
 QQ0452  NAD 83(1986)-  45 27 55.13143(N)    097 52 40.70949(W) AD(       ) 1
 QQ0452  NAD 27      -  45 27 55.30642(N)    097 52 39.34992(W) AD(       ) 1
 QQ0452
 QQ0452.Superseded values are not recommended for survey control.
 QQ0452
 QQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0452.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0452
 QQ0452_MARKER: DS = TRIANGULATION STATION DISK
 QQ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0452_STAMPING: MUD 1952
 QQ0452_MARK LOGO: CGS
 QQ0452_PROJECTION: FLUSH
 QQ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0452+STABILITY: SURFACE MOTION
 QQ0452
 QQ0452  HISTORY     - Date     Condition        Report By
 QQ0452  HISTORY     - 1952     MONUMENTED       CGS
 QQ0452  HISTORY     - 1970     GOOD             USAF
 QQ0452
 QQ0452                          STATION DESCRIPTION
 QQ0452
 QQ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0452'THE STATION IS ABOUT 3-1/2 MILES NORTH AND 1 MILE EAST OF ANDOVER,
 QQ0452'2 MILES WEST OF PIERPONT, 1/4 MILE NORTH OF MUD CREEK AND ABOUT
 QQ0452'0.05 MILE NORTH OF THE CENTER OF THE WEST SIDE OF SEC. 13, T 123
 QQ0452'N, R 59 W.  IT IS 12 FEET WEST OF THE CENTER OF A TRACK ROAD, 11
 QQ0452'FEET EAST OF A FENCE AND 10 FEET EAST OF A 4 X 4 INCH WHITE
 QQ0452'WITNESS POST.
 QQ0452'
 QQ0452'TO REACH THE STATION FROM THE RAILROAD CROSSING 0.25 MILE EAST OF
 QQ0452'THE DEPOT IN THE NORTHEAST EDGE OF ANDOVER, GO NORTH ON A GRAVELED
 QQ0452'ROAD 4.0 MILES TO SIDE ROAD LEFT AND A TRACK ROAD RIGHT, TURN RIGHT
 QQ0452'AND GO EAST ON THE TRACK ROAD FOR 1.0 MILE TO A FENCE CORNER, TURN
 QQ0452'RIGHT AND GO SOUTH ALONG THE EAST SIDE OF A FENCE FOR 0.1 MILE TO
 QQ0452'THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH 0.4 MILE TO THE
 QQ0452'STATION.
 QQ0452'
 QQ0452'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0452'MUD 1952.
 QQ0452'
 QQ0452'REFERENCE MARK 1 IS 12 FEET WEST OF THE CENTER OF THE TRACK ROAD
 QQ0452'AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 QQ0452'DISK IS STAMPED MUD NO 1 1952.
 QQ0452'
 QQ0452'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE TRACK ROAD
 QQ0452'AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 QQ0452'DISK IS STAMPED MUD NO 2 1952.
 QQ0452'
 QQ0452'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 QQ0452'4 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST
 QQ0452'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0452'MUD 1952.
 QQ0452
 QQ0452                          STATION RECOVERY (1970)
 QQ0452
 QQ0452'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0452'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 QQ0452'IN GOOD CONDITION.
 QQ0452'
 QQ0452'ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0440 ***********************************************************************
 QT0440  DESIGNATION -  MUD
 QT0440  PID         -  QT0440
 QT0440  STATE/COUNTY-  SD/MEADE
 QT0440  COUNTRY     -  US
 QT0440  USGS QUAD   -  MUD CREEK (2017)
 QT0440
 QT0440                         *CURRENT SURVEY CONTROL
 QT0440  ______________________________________________________________________
 QT0440* NAD 83(1996) POSITION- 45 00 47.80249(N) 102 53 14.76490(W)   ADJUSTED
 QT0440* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 QT0440  ______________________________________________________________________
 QT0440  GEOID HEIGHT    -        -17.414 (meters)                     GEOID18
 QT0440  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 QT0440  HORZ ORDER      -  FIRST
 QT0440
 QT0440.The horizontal coordinates were established by classical geodetic methods
 QT0440.and adjusted by the National Geodetic Survey in January 1998.
 QT0440
 QT0440.The orthometric height was scaled from a topographic map.
 QT0440
 QT0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0440.GEOID18 height accuracy estimate available here.
 QT0440
 QT0440.Click photographs - Photos may exist for this station.
 QT0440
 QT0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0440
 QT0440. The following values were computed from the NAD 83(1996) position.
 QT0440
 QT0440;                    North         East     Units Scale Factor Converg.
 QT0440;SPC SD N     -   135,176.634   372,449.565   MT  0.99993933   -2 02 36.8
 QT0440;SPC SD N     -   443,492.01  1,221,944.95   sFT  0.99993933   -2 02 36.8
 QT0440;UTM  13      - 4,986,596.485   666,464.037   MT  0.99994074   +1 29 40.2
 QT0440
 QT0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0440!SPC SD N     -   0.99985937  x   0.99993933  =   0.99979871
 QT0440!UTM  13      -   0.99985937  x   0.99994074  =   0.99980012
 QT0440
 QT0440:                Primary Azimuth Mark                     Grid Az
 QT0440:SPC SD N     -  MUD AZ MK RESET                          115 26 20.5
 QT0440:UTM  13      -  MUD AZ MK RESET                          111 54 03.5
 QT0440
 QT0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6646486596(NAD 83)
 QT0440
 QT0440|---------------------------------------------------------------------|
 QT0440| PID    Reference Object                     Distance      Geod. Az  |
 QT0440|                                                           dddmmss.s |
 QT0440| CQ8635 MUD RM 1                             10.474 METERS 05200     |
 QT0440| AC6356 MUD AZ MK RESET                                    1132343.7 |
 QT0440| AE3131 MUD AZ MK                                          1135124.1 |
 QT0440| CQ8636 MUD RM 2                             32.378 METERS 14543     |
 QT0440|---------------------------------------------------------------------|
 QT0440
 QT0440                          SUPERSEDED SURVEY CONTROL
 QT0440
 QT0440  NAD 83(1993)-  45 00 47.79493(N)    102 53 14.76334(W) AD(       ) 1
 QT0440  NAD 83(1986)-  45 00 47.79291(N)    102 53 14.76269(W) AD(       ) 1
 QT0440  NAD 27      -  45 00 47.82590(N)    102 53 13.16560(W) AD(       ) 1
 QT0440
 QT0440.Superseded values are not recommended for survey control.
 QT0440
 QT0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0440.See file dsdata.pdf to determine how the superseded data were derived.
 QT0440
 QT0440_MARKER: DS = TRIANGULATION STATION DISK
 QT0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0440_STAMPING: MUD 1938
 QT0440_MARK LOGO: CGS
 QT0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0440+STABILITY: SURFACE MOTION
 QT0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0440+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 QT0440
 QT0440  HISTORY     - Date     Condition        Report By
 QT0440  HISTORY     - 1938     MONUMENTED       CGS
 QT0440  HISTORY     - 1951     GOOD             CGS
 QT0440  HISTORY     - 1952     GOOD             CGS
 QT0440  HISTORY     - 1962     GOOD             CGS
 QT0440  HISTORY     - 1975     GOOD             NGS
 QT0440  HISTORY     - 20061219 GOOD             INDIV
 QT0440
 QT0440                          STATION DESCRIPTION
 QT0440
 QT0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0440'STATION IS LOCATED ON THE N END AND THE HIGHEST PART OF MUD
 QT0440'BUTTES ABOUT 3/4 MILE NW OF MUD BUTTES POST OFFICE.
 QT0440'
 QT0440'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0440'BRONZE DISKS SET IN CONCRETE.
 QT0440'
 QT0440'STATION IS REACHED AS FOLLOWS--FROM THE RIGHT ANGLED TURN TO
 QT0440'THE E ON U.S. HIGHWAY 212 AT THE MUD BUTTE POST OFFICE, TAKE
 QT0440'ROAD N 0.35 MILE TO GATE ON THE LEFT, TURN LEFT (W) THROUGH
 QT0440'GATE AND HEAD A LITTLE N OF W ACROSS FIELD FOR 0.6 MILE TO
 QT0440'HIGHEST POINT NEAR N END OF BUTTE AND STATION.
 QT0440'
 QT0440'AZIMUTH IS 0.6 MILE SE OF STATION JUST INSIDE OF WIRE FENCE
 QT0440'BY GATE POST AT THE TURN-OFF ROAD.
 QT0440'
 QT0440'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 QT0440
 QT0440                          STATION RECOVERY (1951)
 QT0440
 QT0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0440'STATION RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.
 QT0440'DESCRIPTION FOLLOWS--
 QT0440'
 QT0440'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF MUD BUTTE,
 QT0440'ON THE HIGHEST POINT OF A GROUP OF BUTTES LOCALLY KNOWN AS
 QT0440'THE MUD BUTTES, ON PROPERTY OWNED BY MR. CLARENCE COFF, 10
 QT0440'FEET EAST OF THE EAST EDGE OF A LONE, FLAT BOULDER, 10 FEET
 QT0440'NORTH OF THE SOUTH EDGE OF THE BUTTE, AND 8 FEET SOUTH OF THE
 QT0440'NORTH EDGE OF THE BUTTE.
 QT0440'
 QT0440'TO REACH THE STATION FROM THE INTERSECTION OF A GRAVELED ROAD
 QT0440'AND U.S. HIGHWAY NO. 212 AT THE NORTH EDGE OF THE VILLAGE
 QT0440'OF MUD BUTTE, GO NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO
 QT0440'THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT, THROUGH A WIRE
 QT0440'GATE, AND FOLLOW A TRACK ROAD NORTHWESTERLY FOR 0.5 MILE.
 QT0440'THEN LEFT, SOUTHERLY, ACROSS PASTURE LAND FOR 0.25 MILE TO
 QT0440'THE CREST OF THE BUTTE AND THE STATION AS DESCRIBED.
 QT0440'
 QT0440'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QT0440'MUD 1938.
 QT0440'
 QT0440'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE BUTTE.
 QT0440'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED MUD NO. 1 1938.
 QT0440'
 QT0440'REFERENCE MARK NO. 2 IS ON THE CREST OF THE BUTTE, AND 20
 QT0440'FEET NORTH OF THE SOUTH EDGE OF THE BUTTE.  IT PROJECTS 6
 QT0440'INCHES, AND THE DISK IS STAMPED MUD NO. 2 1938.
 QT0440'
 QT0440'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF A GRAVELED
 QT0440'ROAD, 21 FEET SOUTH OF THE NORTH GATE POST OF A WIRE GATE,
 QT0440'15 FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 4 FEET WEST
 QT0440'OF A WIRE FENCE.  IT PROJECTS 5 INCHES, AND THE DISK IS
 QT0440'STAMPED MUD 1938.
 QT0440'
 QT0440'THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0440'SQUARE CONCRETE POSTS.
 QT0440
 QT0440                          STATION RECOVERY (1952)
 QT0440
 QT0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0440'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0440'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QT0440
 QT0440                          STATION RECOVERY (1962)
 QT0440
 QT0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0440'THE STATION AND REFERENCE MARKS WERE RECOVERED AND IN GOOD
 QT0440'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND A NEW
 QT0440'MARK WAS ESTABLISHED.  A SLIGHT DIFFERENCE IN THE DISTANCE
 QT0440'TO REFERENCE MARK 2 WAS FOUND.  THIS WAS CHECKED IN THE FIELD.
 QT0440'
 QT0440'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF MUD BUTTE,
 QT0440'ON THE HIGHEST POINT OF A GROUP OF BUTTES, LOCALLY KNOWN AS
 QT0440'MUD BUTTE.  ON PROPERTY OWNED BY MR. CLARENCE GOFF WHO LIVES
 QT0440'IN PLAINVIEW.
 QT0440'
 QT0440'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN MUD
 QT0440'BUTTE ON U.S. HIGHWAY 212 GO NORTH ON GRADED GRAVELED ROAD
 QT0440'FOR 0.35 MILE TO A GATE ON THE LEFT AND THE AZIMUTH MARK
 QT0440'ON THE LEFT AT A POWERLINE POLE.  TURN LEFT THROUGH GATE
 QT0440'AND GO NORTHWEST ON TRACK ROAD FOR 0.55 MILE.  AT THIS POINT
 QT0440'TURN LEFT OFF TRACK ROAD AND GO SOUTHERLY UPHILL AND ACROSS
 QT0440'PASTURE FOR 0.25 MILE TO THE TOP OF A BUTTE AND THE STATION.
 QT0440'
 QT0440'THE STATION MARK IS A STANDARD DISK STAMPED MUD 1938, SET
 QT0440'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 QT0440'INCHES ABOVE THE GROUND.
 QT0440'
 QT0440'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MUD NO. 1 1938,
 QT0440'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QT0440'3 INCHES ABOVE THE GROUND.  IT IS 5-1/2 FEET LOWER THAN THE
 QT0440'STATION (APPROX.).
 QT0440'
 QT0440'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MUD NO. 2 1938,
 QT0440'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QT0440'7 INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET LOWER THAN
 QT0440'THE STATION.
 QT0440'
 QT0440'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MUD 1938 RESET
 QT0440'1962, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 QT0440'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 26 FEET
 QT0440'WEST OF THE WEST RIGHT-OF-WAY FENCE, AND 1.5 FEET NORTH OF A
 QT0440'POWERLINE POLE.
 QT0440
 QT0440                          STATION RECOVERY (1975)
 QT0440
 QT0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QT0440'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE 1962
 QT0440'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  AS DESCRIBED.
 QT0440'
 QT0440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE NW
 QT0440'OF MUD BUTTE.
 QT0440
 QT0440                          STATION RECOVERY (2006)
 QT0440
 QT0440'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJL)
 QT0440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6356 ***********************************************************************
 AC6356  DESIGNATION -  MUD AZ MK RESET
 AC6356  PID         -  AC6356
 AC6356  STATE/COUNTY-  SD/MEADE
 AC6356  COUNTRY     -  US
 AC6356  USGS QUAD   -  MUD CREEK (2017)
 AC6356
 AC6356                         *CURRENT SURVEY CONTROL
 AC6356  ______________________________________________________________________
 AC6356* NAD 83(1986) POSITION- 45 00 36.     (N) 102 52 40.     (W)   SCALED
 AC6356* NAVD 88 ORTHO HEIGHT -   895.721 (meters)     2938.71  (feet) ADJUSTED
 AC6356  ______________________________________________________________________
 AC6356  GEOID HEIGHT    -        -17.432 (meters)                     GEOID18
 AC6356  DYNAMIC HEIGHT  -        895.528 (meters)     2938.08  (feet) COMP
 AC6356  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 AC6356
 AC6356  VERT ORDER      -  FIRST     CLASS II
 AC6356
 AC6356.The horizontal coordinates were scaled from a map and have
 AC6356.an estimated accuracy of +/- 6 seconds.
 AC6356
 AC6356.The orthometric height was determined by differential leveling and
 AC6356.adjusted by the NATIONAL GEODETIC SURVEY
 AC6356.in July 1998.
 AC6356
 AC6356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6356.GEOID18 height accuracy estimate available here.
 AC6356
 AC6356.Click photographs - Photos may exist for this station.
 AC6356
 AC6356.The dynamic height is computed by dividing the NAVD 88
 AC6356.geopotential number by the normal gravity value computed on the
 AC6356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6356.degrees latitude (g = 980.6199 gals.).
 AC6356
 AC6356.The modeled gravity was interpolated from observed gravity values.
 AC6356
 AC6356;                    North         East    Units  Estimated Accuracy
 AC6356;SPC SD N     -   134,790.      373,200.      MT  (+/- 180 meters Scaled)
 AC6356
 AC6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK672862(NAD 83)
 AC6356
 AC6356                          SUPERSEDED SURVEY CONTROL
 AC6356
 AC6356.No superseded survey control is available for this station.
 AC6356
 AC6356_MARKER: DZ = AZIMUTH MARK DISK
 AC6356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6356_STAMPING: MUD 1938 RESET 1962
 AC6356_MARK LOGO: CGS
 AC6356_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6356+STABILITY: SURFACE MOTION
 AC6356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6356+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2006
 AC6356
 AC6356  HISTORY     - Date     Condition        Report By
 AC6356  HISTORY     - 1962     MONUMENTED       CGS
 AC6356  HISTORY     - 19951116 GOOD             NGS
 AC6356  HISTORY     - 20061219 GOOD             INDIV
 AC6356
 AC6356                          STATION DESCRIPTION
 AC6356
 AC6356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC6356'0.6 KM (0.35 MI) NORTHERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC6356'IN MUD BUTTE, 21.5 M (70.5 FT) WEST OF THE ROAD CENTER, 8.0 M (26.2
 AC6356'FT) WEST OF THE CENTER OF A GATE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AC6356'THE ROAD, 0.4 M (1.3 FT) NORTH OF UTILITY POLE NUMBER 1 K 10, AND THE
 AC6356'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC6356
 AC6356                          STATION RECOVERY (2006)
 AC6356
 AC6356'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJL)
 AC6356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0833 ***********************************************************************
 OR0833  DESIGNATION -  MULE
 OR0833  PID         -  OR0833
 OR0833  STATE/COUNTY-  SD/GREGORY
 OR0833  COUNTRY     -  US
 OR0833  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0833
 OR0833                         *CURRENT SURVEY CONTROL
 OR0833  ______________________________________________________________________
 OR0833* NAD 83(1996) POSITION- 43 13 22.88218(N) 098 56 06.00848(W)   ADJUSTED
 OR0833* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 OR0833  ______________________________________________________________________
 OR0833  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 OR0833  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 OR0833  HORZ ORDER      -  SECOND
 OR0833
 OR0833.The horizontal coordinates were established by classical geodetic methods
 OR0833.and adjusted by the National Geodetic Survey in January 1998.
 OR0833
 OR0833.The orthometric height was scaled from a topographic map.
 OR0833
 OR0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0833.GEOID18 height accuracy estimate available here.
 OR0833
 OR0833.Click photographs - Photos may exist for this station.
 OR0833
 OR0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0833
 OR0833. The following values were computed from the NAD 83(1996) position.
 OR0833
 OR0833;                    North         East     Units Scale Factor Converg.
 OR0833;SPC SD S     -    99,792.782   713,594.748   MT  0.99993054   +0 57 52.7
 OR0833;SPC SD S     -   327,403.49  2,341,185.44   sFT  0.99993054   +0 57 52.7
 OR0833;UTM  14      - 4,785,583.637   505,278.650   MT  0.99960034   +0 02 40.2
 OR0833
 OR0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0833!SPC SD S     -   0.99990795  x   0.99993054  =   0.99983849
 OR0833!UTM  14      -   0.99990795  x   0.99960034  =   0.99950832
 OR0833
 OR0833:                Primary Azimuth Mark                     Grid Az
 OR0833:SPC SD S     -  MULE AZ MK                               055 53 24.4
 OR0833:UTM  14      -  MULE AZ MK                               056 48 36.9
 OR0833
 OR0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0527885583(NAD 83)
 OR0833
 OR0833|---------------------------------------------------------------------|
 OR0833| PID    Reference Object                     Distance      Geod. Az  |
 OR0833|                                                           dddmmss.s |
 OR0833| OR0834 PLATTE MUNICIPAL TANK               APPROX.19.5 KM 0222603.9 |
 OR0833| CO3337 MULE AZ MK                                         0565117.1 |
 OR0833| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.16.3 KM 1842145.5 |
 OR0833| CO3338 MULE RM 1                            11.046 METERS 20353     |
 OR0833| CO3339 MULE RM 2                            15.687 METERS 34550     |
 OR0833|---------------------------------------------------------------------|
 OR0833
 OR0833                          SUPERSEDED SURVEY CONTROL
 OR0833
 OR0833  NAD 83(1995)-  43 13 22.88251(N)    098 56 06.00922(W) AD(       ) 2
 OR0833  NAD 83(1986)-  43 13 22.88871(N)    098 56 06.01875(W) AD(       ) 2
 OR0833  NAD 27      -  43 13 22.90200(N)    098 56 04.69900(W) AD(       ) 2
 OR0833
 OR0833.Superseded values are not recommended for survey control.
 OR0833
 OR0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0833.See file dsdata.pdf to determine how the superseded data were derived.
 OR0833
 OR0833_MARKER: DS = TRIANGULATION STATION DISK
 OR0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0833_STAMPING: MULE 1948
 OR0833_MARK LOGO: CGS
 OR0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0833+STABILITY: SURFACE MOTION
 OR0833
 OR0833  HISTORY     - Date     Condition        Report By
 OR0833  HISTORY     - 1948     MONUMENTED       CGS
 OR0833
 OR0833                          STATION DESCRIPTION
 OR0833
 OR0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0833'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF BONESTEEL,
 OR0833'ABOUT 2 MILES WEST OF THE MULEHEAD RANCH, ABOUT 2 MILES SOUTH
 OR0833'OF THE MISSOURI RIVER, ON THE HIGHEST HILL IN THE VICINITY.
 OR0833'IT IS 20 PACES WEST OF A FENCE LINE.  THE DISK IS STAMPED
 OR0833'MULE 1948, AND THE MARK PROJECTS 4 INCHES.
 OR0833'
 OR0833'REFERENCE MARK NO. 1 IS 36.24 FEET SOUTH OF THE STATION.
 OR0833'THE DISK IS STAMPED MULE NO 1 1948 AND PROJECTS 4 INCHES.
 OR0833'
 OR0833'REFERENCE MARK NO. 2 IS 51.48 FEET NORTH-NORTHWEST OF THE
 OR0833'STATION AND ABOUT 2 FEET LOWER.  THE DISK IS STAMPED MULE
 OR0833'NO 2 1948 AND PROJECTS 4 INCHES.
 OR0833'
 OR0833'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST-NORTHEAST OF THE STATION,
 OR0833'43 PACES SOUTH OF A TRACK ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST
 OR0833'FENCE LINE.  THE DISK IS STAMPED MULE 1948 AND PROJECTS 4
 OR0833'INCHES.
 OR0833'
 OR0833'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 OR0833'AND U.S. HIGHWAY 18, IN BONESTEEL, GO WEST ON HIGHWAY 18
 OR0833'FOR 1.0 MILE TO A CROSS ROAD.  TURN RIGHT AND GO NORTH FOR
 OR0833'1.9 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR
 OR0833'5.75 MILES TO STATION BONE ON THE RIGHT.  CONTINUE AHEAD, ON
 OR0833'THE MAIN TRAVELLED ROAD FOR 2.1 MILES TO A SIDE ROAD LEFT.
 OR0833'TURN LEFT AND FOLLOW THE MAIN TRAVELLED ROAD, STRAIGHT AHEAD
 OR0833'FOR 3.45 MILES TO THE MULEHEAD RANCH.  TURN LEFT AND GO 0.1
 OR0833'MILE TO A GATE JUST NORTH OF A LARGE BARN.  PASS THRU THE
 OR0833'GATE AND FOLLOW A TRACK ROAD FOR 0.7 MILE TO A GATE ON THE
 OR0833'LEFT.  PASS THRU THE GATE AND FOLLOW ALONG THE SOUTH SIDE
 OR0833'OF THE FENCE FOR 0.4 MILE TO A GATE ON THE RIGHT.  PASS
 OR0833'THRU THE GATE AND FOLLOW THE TRACK ROAD UP A STEEP HILL FOR
 OR0833'1.35 MILES TO THE AZIMUTH MARK ON THE LEFT, AT THE TOP OF THE
 OR0833'SECOND RIDGE.  CONTINUE WEST ON THE TRACK ROAD FOR 0.25
 OR0833'MILE TO A GATE.  PASS THRU THE GATE AND CONTINUE FOR 0.4
 OR0833'MILE TO A GATE ON THE LEFT.  PASS THRU THE GATE, TURN SHARP
 OR0833'LEFT, AND FOLLOW ALONG THE SOUTH AND WEST SIDES OF A FENCE
 OR0833'FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 OR0833'
 OR0833'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0832 ***********************************************************************
 OR0832  DESIGNATION -  MULE HEAD
 OR0832  PID         -  OR0832
 OR0832  STATE/COUNTY-  SD/GREGORY
 OR0832  COUNTRY     -  US
 OR0832  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0832
 OR0832                         *CURRENT SURVEY CONTROL
 OR0832  ______________________________________________________________________
 OR0832* NAD 83(1996) POSITION- 43 13 22.87428(N) 098 56 06.05040(W)   ADJUSTED
 OR0832* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 OR0832  ______________________________________________________________________
 OR0832  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 OR0832  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 OR0832  HORZ ORDER      -  SECOND
 OR0832
 OR0832.The horizontal coordinates were established by classical geodetic methods
 OR0832.and adjusted by the National Geodetic Survey in January 1998.
 OR0832
 OR0832.The orthometric height was scaled from a topographic map.
 OR0832
 OR0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0832.GEOID18 height accuracy estimate available here.
 OR0832
 OR0832.Click photographs - Photos may exist for this station.
 OR0832
 OR0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0832
 OR0832. The following values were computed from the NAD 83(1996) position.
 OR0832
 OR0832;                    North         East     Units Scale Factor Converg.
 OR0832;SPC SD S     -    99,792.523   713,593.806   MT  0.99993054   +0 57 52.7
 OR0832;SPC SD S     -   327,402.64  2,341,182.35   sFT  0.99993054   +0 57 52.7
 OR0832;UTM  14      - 4,785,583.392   505,277.704   MT  0.99960034   +0 02 40.2
 OR0832
 OR0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0832!SPC SD S     -   0.99990795  x   0.99993054  =   0.99983849
 OR0832!UTM  14      -   0.99990795  x   0.99960034  =   0.99950832
 OR0832
 OR0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0527785583(NAD 83)
 OR0832
 OR0832                          SUPERSEDED SURVEY CONTROL
 OR0832
 OR0832  NAD 83(1995)-  43 13 22.87456(N)    098 56 06.05115(W) AD(       ) 2
 OR0832  NAD 83(1986)-  43 13 22.88084(N)    098 56 06.06062(W) AD(       ) 2
 OR0832  NAD 27      -  43 13 22.89500(N)    098 56 04.73700(W) AD(       ) 2
 OR0832  MORC        -  43 13 20.61000(N)    098 56 05.37000(W) AD(       ) 3
 OR0832
 OR0832.Superseded values are not recommended for survey control.
 OR0832
 OR0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0832.See file dsdata.pdf to determine how the superseded data were derived.
 OR0832
 OR0832_MARKER: Z = SEE DESCRIPTION
 OR0832_SETTING: 0 = UNSPECIFIED SETTING
 OR0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0832
 OR0832  HISTORY     - Date     Condition        Report By
 OR0832  HISTORY     - 1889     MONUMENTED       MORC
 OR0832  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OR0832
 OR0832                          STATION DESCRIPTION
 OR0832
 OR0832'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0832'MULE HEAD IS ON RIGHT BANK, THE HILL BEING THE HIGHEST IN
 OR0832'VICINITY, AND 1-1/2 MILES WEST FROM MULE HEAD POINT.
 OR0832
 OR0832                          STATION RECOVERY (1945)
 OR0832
 OR0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 OR0832'STATION WAS VISITED AND THE SURFACE MARK, A STANDARD PIPE
 OR0832'FROM WHICH THE CAST IRON CAP HAD BEEN REMOVED, WAS FOUND
 OR0832'LYING IN THE VICINITY.  THE HILL AT THE STATION HAD SLUMPED
 OR0832'ABOUT 4 TO 6 FEET TO THE W AND THE POSITION OF THE STATION
 OR0832'HAS BEEN LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0659 ***********************************************************************
 OR0659  DESIGNATION -  MULLEN
 OR0659  PID         -  OR0659
 OR0659  STATE/COUNTY-  SD/GREGORY
 OR0659  COUNTRY     -  US
 OR0659  USGS QUAD   -  LUCAS (2017)
 OR0659
 OR0659                         *CURRENT SURVEY CONTROL
 OR0659  ______________________________________________________________________
 OR0659* NAD 83(1996) POSITION- 43 20 41.20025(N) 099 08 31.80865(W)   ADJUSTED
 OR0659* NAVD 88 ORTHO HEIGHT -   636.148 (meters)     2087.10  (feet) ADJUSTED
 OR0659  ______________________________________________________________________
 OR0659  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 OR0659  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 OR0659  DYNAMIC HEIGHT  -        635.924 (meters)     2086.36  (feet) COMP
 OR0659  MODELED GRAVITY -    980,248.2   (mgal)                       NAVD 88
 OR0659
 OR0659  HORZ ORDER      -  FIRST
 OR0659  VERT ORDER      -  FIRST     CLASS II
 OR0659
 OR0659.The horizontal coordinates were established by classical geodetic methods
 OR0659.and adjusted by the National Geodetic Survey in January 1998.
 OR0659
 OR0659.The orthometric height was determined by differential leveling and
 OR0659.adjusted by the NATIONAL GEODETIC SURVEY
 OR0659.in June 1991.
 OR0659
 OR0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0659.GEOID18 height accuracy estimate available here.
 OR0659
 OR0659.Click photographs - Photos may exist for this station.
 OR0659
 OR0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0659
 OR0659.The dynamic height is computed by dividing the NAVD 88
 OR0659.geopotential number by the normal gravity value computed on the
 OR0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0659.degrees latitude (g = 980.6199 gals.).
 OR0659
 OR0659.The modeled gravity was interpolated from observed gravity values.
 OR0659
 OR0659. The following values were computed from the NAD 83(1996) position.
 OR0659
 OR0659;                    North         East     Units Scale Factor Converg.
 OR0659;SPC SD S     -   113,054.780   696,572.640   MT  0.99991821   +0 49 18.2
 OR0659;SPC SD S     -   370,913.89  2,285,338.74   sFT  0.99991821   +0 49 18.2
 OR0659;UTM  14      - 4,799,112.760   488,477.035   MT  0.99960163   -0 05 51.3
 OR0659
 OR0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0659!SPC SD S     -   0.99990436  x   0.99991821  =   0.99982258
 OR0659!UTM  14      -   0.99990436  x   0.99960163  =   0.99950603
 OR0659
 OR0659:                Primary Azimuth Mark                     Grid Az
 OR0659:SPC SD S     -  MULLEN AZ MK                             153 15 30.5
 OR0659:UTM  14      -  MULLEN AZ MK                             154 10 40.0
 OR0659
 OR0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8847799112(NAD 83)
 OR0659
 OR0659|---------------------------------------------------------------------|
 OR0659| PID    Reference Object                     Distance      Geod. Az  |
 OR0659|                                                           dddmmss.s |
 OR0659| OR0834 PLATTE MUNICIPAL TANK               APPROX.24.7 KM 0791800.4 |
 OR0659| OR0658 MULLEN RM 1                          12.836 METERS 11108     |
 OR0659| OR0657 MULLEN AZ MK                                       1540448.7 |
 OR0659| OR0660 MULLEN RM 2                          21.369 METERS 18920     |
 OR0659| OR0895 BURKE MUNICIPAL TANK                APPROX.22.0 KM 2134914.6 |
 OR0659|---------------------------------------------------------------------|
 OR0659
 OR0659                          SUPERSEDED SURVEY CONTROL
 OR0659
 OR0659  NAD 83(1995)-  43 20 41.20026(N)    099 08 31.81052(W) AD(       ) 1
 OR0659  NAD 83(1986)-  43 20 41.20434(N)    099 08 31.81755(W) AD(       ) 1
 OR0659  NAD 27      -  43 20 41.20800(N)    099 08 30.47600(W) AD(       ) 1
 OR0659  NGVD 29 (??/??/92)  635.799  (m)         2085.95   (f) ADJ UNCH    1 2
 OR0659  NGVD 29             635.80   (m)         2086.0    (f) LEVELING    3  
 OR0659
 OR0659.Superseded values are not recommended for survey control.
 OR0659
 OR0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0659.See file dsdata.pdf to determine how the superseded data were derived.
 OR0659
 OR0659_MARKER: DS = TRIANGULATION STATION DISK
 OR0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0659_STAMPING: MULLEN 1936
 OR0659_MARK LOGO: CGS
 OR0659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0659+STABILITY: SURFACE MOTION
 OR0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0659+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0659
 OR0659  HISTORY     - Date     Condition        Report By
 OR0659  HISTORY     - 1936     MONUMENTED       CGS
 OR0659  HISTORY     - 1945     GOOD             CGS
 OR0659  HISTORY     - 1948     GOOD             CGS
 OR0659  HISTORY     - 1949     GOOD             CGS
 OR0659  HISTORY     - 19820921 GOOD             NGS
 OR0659  HISTORY     - 20120115 GOOD             INDIV
 OR0659
 OR0659                          STATION DESCRIPTION
 OR0659
 OR0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0659'STATION IS ABOUT 6-1/2 MILES AIRLINE, AND 8.1 MILES BY ROAD
 OR0659'NORTHEAST OF LUCAS, ON HIGHEST POINT OF HILL IN PASTURE FIELD,
 OR0659'ON BLUFF OVERLOOKING THE MISSOURI RIVER, ABOUT 2 MILES WEST
 OR0659'OF THE RIVER, ON PROPERTY NOW OWNED BY JOHN SMITH BUT SUBJECT
 OR0659'TO SALE BY SHERIFF.  0.25 MILE NORTH OF SMALL FARMHOUSE,
 OR0659'87 FEET NORTH OF CATTLE SHELTER, ON SOUTH SLOPE OF HILL.
 OR0659'THE MARK PROJECTS 6 INCHES.
 OR0659'
 OR0659'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION.  THE
 OR0659'MARK PROJECTS 8 INCHES.
 OR0659'
 OR0659'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION.  THE
 OR0659'MARK PROJECTS 6 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 OR0659'MARKS IS 74.02 FEET.
 OR0659'
 OR0659'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION AT EAST SIDE
 OR0659'OF SECTION-LINE ROAD, 0.8 MILE NORTH OF CROSSROADS, 35 FEET
 OR0659'EAST OF CENTERLINE OF ROAD, 1-1/2 FEET WEST OF FENCE LINE.
 OR0659'THE MARK PROJECTS 10 INCHES.
 OR0659'
 OR0659'TO REACH THE STATION FROM LUCAS, GO NORTH FOR 2.7 MILES TO
 OR0659'CROSSROADS, THEN EAST 4.0 MILES TO CROSSROADS, THENCE NORTH
 OR0659'1.0 MILE TO T-INTERSECTION AND TWO GATES IN EAST-WEST FENCE
 OR0659'LINE.  GO THROUGH GATE TO LEFT AND FOLLOW NORTHWEST 0.3
 OR0659'MILE TO HIGHEST POINT OF HILL AND STATION.
 OR0659'
 OR0659'SIGNALS SHOWN FROM THE GROUND AT WHETSTONE, VURKE (1934)
 OR0659'AND LUCAS (1934) ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OR0659'
 OR0659'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0659'BRONZE DISKS SET AS DESCRIBED.
 OR0659'
 OR0659'HEIGHT OF LIGHT ABOVE STATION MARK - 2 FEET.
 OR0659
 OR0659                          STATION RECOVERY (1945)
 OR0659
 OR0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0659'THE STATION WAS RECOVERED AS DESCRIBED IN 1936 AND ALL MARKS
 OR0659'WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OR0659'
 OR0659'THE STATION IS LOCATED ABOUT 5.5 MILES NE OF THE SMALL VILLAGE
 OR0659'OF LUCAS AND ON THE SUMMIT OF A PROMINENT HILL.  THE E, S,
 OR0659'AND W SLOPES OF THE HILL ARE UNDER CULTIVATION WHILE THE TOP
 OR0659'OF THE HILL AND THE N SLOPE ARE NOT UNDER CULTIVATION.  IT
 OR0659'IS 2 FEET W OF A STANDARD WITNESS POST.  THE MARK PROJECTS
 OR0659'4 INCHES AND THE DISK IS STAMPED MULLEN 1936.
 OR0659'
 OR0659'REFERENCE MARK 1 IS 12.836 METERS (42.11 FEET) ESE OF THE
 OR0659'STATION AND ON ABOUT THE SAME ELEVATION AS THE STATION.  THE
 OR0659'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MULLEN NO
 OR0659'1 1936.
 OR0659'
 OR0659'REFERENCE MARK 2 IS 21.383 METERS (70.14 FEET) SSW OF THE
 OR0659'STATION AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION
 OR0659'MARK.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 OR0659'MULLEN NO 2 1936.
 OR0659'
 OR0659'THE AZIMUTH MARK IS 0.5 MILE SE OF THE STATION, 26 FEET E OF
 OR0659'THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, 2 FEET
 OR0659'S OF A STANDARD WITNESS POST, AND 1-1/2 FEET W OF A N-S
 OR0659'FENCE LINE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 OR0659'STAMPED MULLEN 1936.
 OR0659'
 OR0659'TO REACH THE STATION FROM THE SMALL VILLAGE OF LUCAS, GO S
 OR0659'0.35 MILE ON A GRAVELED ROAD TO A T-ROAD INTERSECTION.  TURN
 OR0659'LEFT ON A GRADED DIRT ROAD AND GO E ON MAIN TRAVELED ROAD
 OR0659'STRAIGHT AHEAD AT ALL CROSS ROADS FOR 5.0 MILES, THEN TURN
 OR0659'RIGHT AND GO 0.8 MILE TO A T-ROAD LEFT AND A FARMHOUSE ON
 OR0659'THE RIGHT JUST AFTER TURNING LEFT.  TURN LEFT AND GO N FOR
 OR0659'2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 OR0659'CONTINUE ON FOR 0.2 MILE TO A WIRE GATE INTO CULTIVATED FIELD
 OR0659'STRAIGHT AHEAD, PASS THROUGH GATE AND GO N 0.2 MILE, THENCE
 OR0659'LEFT FOR 0.2 MILE ALONG THE N SIDE OF THE FIELD, THENCE
 OR0659'LEFT FOR 0.15 MILE TO THE SUMMIT OF THE HILL AND THE
 OR0659'STATION AS DESCRIBED.
 OR0659'
 OR0659'OBSERVATIONS MADE FROM A 4-FOOT WOOD STAND.
 OR0659'
 OR0659'NOTE--THE 1945 OBSERVATIONS FOUND THE BURKE WATER TANK TO
 OR0659'BE 10 DEG LESS THAN THE 1936 OBSERVATIONS.  PERHAPS A TYPOGRAPHICAL
 OR0659'ERROR.
 OR0659
 OR0659                          STATION RECOVERY (1948)
 OR0659
 OR0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0659'THE STATION WAS RECOVERED AS DESCRIBED BY J.D.T. IN 1936 AND
 OR0659'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1936
 OR0659'REFERENCE MARK DISTANCES WERE CHECKED AND FOUND TO BE CORRECT.
 OR0659'A COMPLETE NEW DESCRIPTION FOLLOWS.
 OR0659'
 OR0659'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF LUCAS,
 OR0659'ABOUT 2 MILES SOUTHWEST OF THE MISSOURI RIVER, ABOUT 1/4
 OR0659'MILE NORTH OF A FARM HOUSE, ON A HIGH, PROMINENT KNOLL.  THE
 OR0659'KNOLL IS CULTIVATED ON THE EAST, WEST, AND SOUTH SIDES.  THE
 OR0659'STATION IS 4 FEET WEST OF A WITNESS POST, THE DISK IS STAMPED
 OR0659'MULLEN 1936 AND THE MARK PROJECTS 4 INCHES.
 OR0659'
 OR0659'REFERENCE MARK NO. 1 IS 42.11 FEET EAST-SOUTHEAST OF THE
 OR0659'STATION.  STAMPED MULLEN NO 1 1936 AND PROJECTS 4 INCHES.
 OR0659'
 OR0659'REFERENCE MARK NO. 2 IS 70.11 FEET SOUTH-SOUTHWEST OF, AND
 OR0659'ABOUT 2 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED
 OR0659'MULLEN NO 2 1948 AND PROJECTS 4 INCHES.
 OR0659'
 OR0659'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION,
 OR0659'26 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 2 FEET
 OR0659'WEST OF A WITNESS POST, AND 1.5 FEET WEST OF A NORTH-SOUTH
 OR0659'FENCE LINE.  THE DISK IS STAMPED MULLEN 1936 AND PROJECTS
 OR0659'6 INCHES.
 OR0659'
 OR0659'TO REACH THE STATION FROM LUCAS, GO NORTH ON A GRAVELLED
 OR0659'ROAD FOR 2.75 MILES TO A CROSS ROAD.  TURN RIGHT AND GO EAST
 OR0659'FOR 4.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR
 OR0659'0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 OR0659'FOR 0.15 MILE TO WHERE THE ROAD TURNS LEFT, AND A FIELD ROAD
 OR0659'LEADS STRAIGHT AHEAD.  PASS THRU A GATE AND CONTINUE NORTH,
 OR0659'ALONG THE WEST SIDE OF A FENCE FOR 0.1 MILE.  HERE TURN
 OR0659'LEFT AND GO ACROSS COUNTRY FOR 0.1 MILE TO THE TOP OF THE
 OR0659'KNOLL AND THE STATION.
 OR0659'
 OR0659'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 OR0659
 OR0659                          STATION RECOVERY (1949)
 OR0659
 OR0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0659'22.6 MI NE FROM GREGORY.
 OR0659'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0659'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0659'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0659'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0659'NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A FIELD
 OR0659'ROAD, THENCE 0.15 MILE WEST ACROSS A CULTIVATED FIELD, ABOUT 0.2
 OR0659'MILE NORTH OF A FARMHOUSE ON THE SOUTH SIDE OF AN EAST-WEST ROAD,
 OR0659'ON THE TOP OF A KNOLL, 70.1 FEET NORTH OF REFERENCE MARK NO. 2,
 OR0659'42.1 FEET WEST OF REFERENCE MARK NO. 1, 4 FEET WEST OF A REFERENCE
 OR0659'POST, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 OR0659'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0659
 OR0659                          STATION RECOVERY (1982)
 OR0659
 OR0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0659'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND
 OR0659'THE AZIMUTH MARK WAS FOUND LAYING ON TOP OF THE GROUND.  AZIMUTH MARK
 OR0659'2 WAS ESTABLISHED AT THIS TIME.  DISTANCES AND DIRECTIONS TO THE
 OR0659'REFERENCE MARKS CHECKED THE 1948 DATA WITHIN THE ALLOWABLE.  NEW
 OR0659'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 25 KM (15.55
 OR0659'MI) WEST OF PLATTE, 9 KM (5.60 MI) NORTHEAST OF LUCAS, 7 KM (4.35 MI)
 OR0659'WEST OF THE MISSOURI RIVER, ON A PROMINENT GRASSY KNOLL BORDERED ON
 OR0659'THE EAST, SOUTH, AND WEST SIDES BY CULTIVATED LAND.  THE PROPERTY IS
 OR0659'OWNED BY THE HAUF BROTHERS, LUCAS, SD.  TO REACH THE STATION FROM THE
 OR0659'JUNCTION OF HIGHWAYS 44 AND 1804, ABOUT 29 KM (18.00 MI) WEST OF
 OR0659'PLATTE, GO SOUTH ON HIGHWAY 1806 FOR 4.3 KM (2.65 MI) TO A CROSSROAD.
 OR0659'TURN LEFT AND FOLLOW GRAVELED AND BLADED ROAD EAST FOR 3.2 KM (2.00
 OR0659'MI) TO A FENCE CORNER, GATE AND AZIMUTH MARK ON THE LEFT, AND THE ROAD
 OR0659'TURNS RIGHT, SOUTH.  PASS THROUGH THE GATE AND FOLLOW ALONG WEST SIDE
 OR0659'OF A FENCE FOR 0.2 KM (0.10 MI) TO A GATE.  PASS THROUGH THE GATE AND
 OR0659'TURN LEFT, WEST, AND FOLLOW ALONG NORTH SIDE OF FENCE FOR 0.2 KM (0.10
 OR0659'MI) TO THE TOP OF KNOLL AND STATION.  THE STATION IS A STANDARD CGS
 OR0659'DISK STAMPED MULLEN 1936 SET INTO THE TOP OF A SQUARE CONCRETE
 OR0659'MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 6 INCHES (15 CM) ABOVE
 OR0659'THE GROUND.  LOCATED 23.9 METERS (78.4 FT) N FROM A FENCE.  0.30
 OR0659'METERS (0.98 FT) E FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS
 OR0659'A STANDARD CGS DISK STAMPED MULLEN NO 1 1936 SET INTO THE TOP OF A
 OR0659'SQUARE CONCRETE MONUMENT 12 IN. (30 CM) ON SIDE, PROJECTING 4 INCHES
 OR0659'(10 CM) ABOVE THE GROUND.  LOCATED 19.4 METERS (63.6 FT) N FROM A
 OR0659'FENCE.  13.1 METERS (43.0 FT) ESE FROM A METAL WITNESS POST, AND 1
 OR0659'FEET (0.3 M) 0.3 METERS (1.0 FT) LOWER THAN THE STATION.  REFERENCE
 OR0659'MARK NO 2 IS A STANDARD CGS DISK STAMPED MULLEN NO 2 1936 SET INTO THE
 OR0659'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE,
 OR0659'PROJECTING 2 IN. (5 CM) ABOVE THE GROUND.  LOCATED 21.3 METERS (69.9
 OR0659'FT) S FROM A METAL WITNESS POST.  2.7 METERS (8.9 FT) N FROM A FENCE,
 OR0659'AND 3 FEET, (0.9 M) 0.9 METERS (3.0 FT) LOWER THAN THE STATION.
 OR0659'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED MULLEN 1936 NO 2 1982
 OR0659'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN
 OR0659'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE
 OR0659'UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK STAMPED MULLEN 1936 NO
 OR0659'2 1982 SET INTO AND IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 1 M (3.3
 OR0659'FT) BELOW THE SURFACE.  LOCATED 9.1 METER (29.9 FT) N FROM THE CENTER
 OR0659'OF A TRACK ROAD.  5.5 METER (18.0 FT) W FROM THE WEST POST OF A GATE.
 OR0659'0.5 METER (1.6 FT) S FROM A FENCE.  0.30 METER (0.98 FT) E FROM A
 OR0659'METAL WITNESS POST.
 OR0659
 OR0659                          STATION RECOVERY (2012)
 OR0659
 OR0659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0658 ***********************************************************************
 OR0658  DESIGNATION -  MULLEN RM 1
 OR0658  PID         -  OR0658
 OR0658  STATE/COUNTY-  SD/GREGORY
 OR0658  COUNTRY     -  US
 OR0658  USGS QUAD   -  LUCAS (2017)
 OR0658
 OR0658                         *CURRENT SURVEY CONTROL
 OR0658  ______________________________________________________________________
 OR0658* NAD 83(1986) POSITION- 43 20 41.05   (N) 099 08 31.28   (W)   HD_HELD1
 OR0658* NAVD 88 ORTHO HEIGHT -   635.796 (meters)     2085.94  (feet) ADJUSTED
 OR0658  ______________________________________________________________________
 OR0658  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 OR0658  DYNAMIC HEIGHT  -        635.572 (meters)     2085.21  (feet) COMP
 OR0658  MODELED GRAVITY -    980,248.2   (mgal)                       NAVD 88
 OR0658
 OR0658  VERT ORDER      -  FIRST     CLASS II
 OR0658
 OR0658.The horizontal coordinates were determined by differentially corrected
 OR0658.hand held GPS observations or other comparable positioning techniques
 OR0658.and have an estimated accuracy of +/- 3 meters.
 OR0658
 OR0658.The orthometric height was determined by differential leveling and
 OR0658.adjusted by the NATIONAL GEODETIC SURVEY
 OR0658.in June 1991.
 OR0658
 OR0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0658.GEOID18 height accuracy estimate available here.
 OR0658
 OR0658.Click photographs - Photos may exist for this station.
 OR0658
 OR0658.The dynamic height is computed by dividing the NAVD 88
 OR0658.geopotential number by the normal gravity value computed on the
 OR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0658.degrees latitude (g = 980.6199 gals.).
 OR0658
 OR0658.The modeled gravity was interpolated from observed gravity values.
 OR0658
 OR0658;                    North         East    Units  Estimated Accuracy
 OR0658;SPC SD S     -   113,050.3     696,584.6     MT  (+/- 3 meters HH1 GPS) 
 OR0658
 OR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8848899108(NAD 83)
 OR0658
 OR0658                          SUPERSEDED SURVEY CONTROL
 OR0658
 OR0658  NGVD 29 (??/??/92)  635.447  (m)         2084.80   (f) ADJ UNCH    1 2
 OR0658
 OR0658.Superseded values are not recommended for survey control.
 OR0658
 OR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0658.See file dsdata.pdf to determine how the superseded data were derived.
 OR0658
 OR0658_MARKER: DR = REFERENCE MARK DISK
 OR0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0658_STAMPING: MULLEN NO 1 1936
 OR0658_MARK LOGO: CGS
 OR0658_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0658+STABILITY: SURFACE MOTION
 OR0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0658+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0658
 OR0658  HISTORY     - Date     Condition        Report By
 OR0658  HISTORY     - 1936     MONUMENTED       CGS
 OR0658  HISTORY     - 1949     GOOD             CGS
 OR0658  HISTORY     - 20120115 GOOD             INDIV
 OR0658
 OR0658                          STATION DESCRIPTION
 OR0658
 OR0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0658'22.6 MI NE FROM GREGORY.
 OR0658'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0658'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0658'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0658'ROAD, THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0
 OR0658'MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A
 OR0658'FIELD ROAD, THENCE 0.15 MILE WEST ACROSS A CULTIVATED FIELD,
 OR0658'ABOUT 0.2 MILE NORTH OF A FARMHOUSE ON THE SOUTH SIDE OF AN
 OR0658'EAST-WEST ROAD, ON THE TOP OF A KNOLL, 42.1 FEET EAST OF
 OR0658'TRIANGULATION STATION MULLEN, 74.2 FEET NORTHEAST OF REFERENCE
 OR0658'MARK NO. 2, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OR0658'ABOVE THE GROUND.
 OR0658
 OR0658                          STATION RECOVERY (2012)
 OR0658
 OR0658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0660 ***********************************************************************
 OR0660  DESIGNATION -  MULLEN RM 2
 OR0660  PID         -  OR0660
 OR0660  STATE/COUNTY-  SD/GREGORY
 OR0660  COUNTRY     -  US
 OR0660  USGS QUAD   -  LUCAS (2017)
 OR0660
 OR0660                         *CURRENT SURVEY CONTROL
 OR0660  ______________________________________________________________________
 OR0660* NAD 83(1986) POSITION- 43 20 40.52   (N) 099 08 31.96   (W)   HD_HELD1
 OR0660* NAVD 88 ORTHO HEIGHT -   635.086 (meters)     2083.61  (feet) ADJUSTED
 OR0660  ______________________________________________________________________
 OR0660  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 OR0660  DYNAMIC HEIGHT  -        634.863 (meters)     2082.88  (feet) COMP
 OR0660  MODELED GRAVITY -    980,248.2   (mgal)                       NAVD 88
 OR0660
 OR0660  VERT ORDER      -  FIRST     CLASS II
 OR0660
 OR0660.The horizontal coordinates were determined by differentially corrected
 OR0660.hand held GPS observations or other comparable positioning techniques
 OR0660.and have an estimated accuracy of +/- 3 meters.
 OR0660
 OR0660.The orthometric height was determined by differential leveling and
 OR0660.adjusted by the NATIONAL GEODETIC SURVEY
 OR0660.in June 1991.
 OR0660
 OR0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0660.GEOID18 height accuracy estimate available here.
 OR0660
 OR0660.Click photographs - Photos may exist for this station.
 OR0660
 OR0660.The dynamic height is computed by dividing the NAVD 88
 OR0660.geopotential number by the normal gravity value computed on the
 OR0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0660.degrees latitude (g = 980.6199 gals.).
 OR0660
 OR0660.The modeled gravity was interpolated from observed gravity values.
 OR0660
 OR0660;                    North         East    Units  Estimated Accuracy
 OR0660;SPC SD S     -   113,033.7     696,569.5     MT  (+/- 3 meters HH1 GPS) 
 OR0660
 OR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8847399091(NAD 83)
 OR0660
 OR0660                          SUPERSEDED SURVEY CONTROL
 OR0660
 OR0660  NGVD 29 (??/??/92)  634.737  (m)         2082.47   (f) ADJ UNCH    1 2
 OR0660
 OR0660.Superseded values are not recommended for survey control.
 OR0660
 OR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0660.See file dsdata.pdf to determine how the superseded data were derived.
 OR0660
 OR0660_MARKER: DR = REFERENCE MARK DISK
 OR0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0660_STAMPING: MULLEN NO 2 1936
 OR0660_MARK LOGO: CGS
 OR0660_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0660+STABILITY: SURFACE MOTION
 OR0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0660+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0660
 OR0660  HISTORY     - Date     Condition        Report By
 OR0660  HISTORY     - 1936     MONUMENTED       CGS
 OR0660  HISTORY     - 1949     GOOD             CGS
 OR0660  HISTORY     - 20120115 GOOD             INDIV
 OR0660
 OR0660                          STATION DESCRIPTION
 OR0660
 OR0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0660'22.6 MI NE FROM GREGORY.
 OR0660'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0660'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0660'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0660'ROAD, THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0
 OR0660'MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A
 OR0660'FIELD ROAD, THENCE 0.15 MILE WEST ACROSS A CULTIVATED FIELD, ABOUT
 OR0660'0.2 MILE NORTH OF A FARMHOUSE ON THE SOUTH SIDE OF AN EAST-WEST
 OR0660'ROAD, ON THE TOP OF A KNOLL, 70.1 FEET SOUTH OF TRIANGULATION
 OR0660'STATION MULLEN, 74.2 FEET SOUTHWEST OF REFERENCE MARK NO. 1, SET
 OR0660'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OR0660'GROUND.
 OR0660
 OR0660                          STATION RECOVERY (2012)
 OR0660
 OR0660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0513 ***********************************************************************
 QT0513  DESIGNATION -  MURCHISON
 QT0513  PID         -  QT0513
 QT0513  STATE/COUNTY-  SD/HARDING
 QT0513  COUNTRY     -  US
 QT0513  USGS QUAD   -  BAMS BUTTE SE (2017)
 QT0513
 QT0513                         *CURRENT SURVEY CONTROL
 QT0513  ______________________________________________________________________
 QT0513* NAD 83(1996) POSITION- 45 21 48.90769(N) 103 17 00.13487(W)   ADJUSTED
 QT0513* NAVD 88 ORTHO HEIGHT -   930.02  (+/-2cm)     3051.2   (feet) VERTCON3
 QT0513  ______________________________________________________________________
 QT0513  GEOID HEIGHT    -        -16.481 (meters)                     GEOID18
 QT0513  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 QT0513  HORZ ORDER      -  THIRD
 QT0513  VERT ORDER      -  THIRD ? (See Below)
 QT0513
 QT0513.The horizontal coordinates were established by classical geodetic methods
 QT0513.and adjusted by the National Geodetic Survey in January 1998.
 QT0513
 QT0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0513
 QT0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0513.GEOID18 height accuracy estimate available here.
 QT0513
 QT0513.The vertical order pertains to the NGVD 29 superseded value.
 QT0513
 QT0513.Click photographs - Photos may exist for this station.
 QT0513
 QT0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0513
 QT0513. The following values were computed from the NAD 83(1996) position.
 QT0513
 QT0513;                    North         East     Units Scale Factor Converg.
 QT0513;SPC SD N     -   175,263.108   342,841.495   MT  0.99995395   -2 19 25.6
 QT0513;SPC SD N     -   575,009.05  1,124,805.80   sFT  0.99995395   -2 19 25.6
 QT0513;UTM  13      - 5,024,774.719   634,438.001   MT  0.99982222   +1 13 18.1
 QT0513
 QT0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0513!SPC SD N     -   0.99985680  x   0.99995395  =   0.99981075
 QT0513!UTM  13      -   0.99985680  x   0.99982222  =   0.99967904
 QT0513
 QT0513:                Primary Azimuth Mark                     Grid Az
 QT0513:SPC SD N     -  MURCHISON AZ MK                          028 16 30.6
 QT0513:UTM  13      -  MURCHISON AZ MK                          024 43 46.9
 QT0513
 QT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3443824774(NAD 83)
 QT0513
 QT0513|---------------------------------------------------------------------|
 QT0513| PID    Reference Object                     Distance      Geod. Az  |
 QT0513|                                                           dddmmss.s |
 QT0513| CQ8648 MURCHISON AZ MK                                    0255705.0 |
 QT0513| CQ8649 MURCHISON RM 1                       10.555 METERS 09212     |
 QT0513| CQ8650 MURCHISON RM 2                        9.943 METERS 18432     |
 QT0513|---------------------------------------------------------------------|
 QT0513
 QT0513                          SUPERSEDED SURVEY CONTROL
 QT0513
 QT0513  NAD 83(1993)-  45 21 48.89938(N)    103 17 00.13521(W) AD(       ) 3
 QT0513  NAD 83(1986)-  45 21 48.89674(N)    103 17 00.12995(W) AD(       ) 3
 QT0513  NAD 27      -  45 21 48.92200(N)    103 16 58.50500(W) AD(       ) 3
 QT0513  NGVD 29             929.54   (m)         3049.7    (f) LEVELING    3  
 QT0513
 QT0513.Superseded values are not recommended for survey control.
 QT0513
 QT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0513.See file dsdata.pdf to determine how the superseded data were derived.
 QT0513
 QT0513_MARKER: DS = TRIANGULATION STATION DISK
 QT0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0513_STAMPING: MURCHISON 1952
 QT0513_MARK LOGO: CGS
 QT0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0513+STABILITY: SURFACE MOTION
 QT0513
 QT0513  HISTORY     - Date     Condition        Report By
 QT0513  HISTORY     - 1952     MONUMENTED       CGS
 QT0513  HISTORY     - 1973     GOOD             USGS
 QT0513
 QT0513                          STATION DESCRIPTION
 QT0513
 QT0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0513'THE STATION IS IN SECTION 9, T 16 N, R 7 E, ABOUT 15 MILES
 QT0513'SOUTH AND 13 MILES EAST OF BUFFALO, 13 MILES EAST AND 6-1/2 MILES
 QT0513'NORTH OF REDIG, AND 5 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QT0513'
 QT0513'TO REACH THE STATION FROM THE POST OFFICE IN REDIG, GO NORTH
 QT0513'ON U.S. HIGHWAY 85 FOR 10.95 MILES TO A SIDE ROAD AND CATTLE
 QT0513'GUARD ON THE RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON THE
 QT0513'MAIN GRADED DIRT ROAD FOR 13.8 MILES TO A CROSS ROAD, TURN
 QT0513'RIGHT AND GO SOUTH FOR 2.2 MILES TO A WIRE GATE AND THE
 QT0513'AZIMUTH MARK AS DESCRIBED, PASS THROUGH GATE AND GO
 QT0513'SOUTH-SOUTHWEST FOR 1.7 MILES ON A DIM TRACK ROAD, LEAVE TRACK
 QT0513'ROAD AND GO WEST FOR 0.3 MILE TO HIGHEST PART OF HILL AND
 QT0513'THE STATION.
 QT0513'
 QT0513'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0513'MURCHISON 1952.
 QT0513'
 QT0513'REFERENCE MARK 1 IS 38 FEET EAST OF A 4 X 4 INCH WITNESS
 QT0513'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0513'MURCHISON NO 1 1952.
 QT0513'
 QT0513'REFERENCE MARK 2 IS 36 FEET SOUTH OF A 4 X 4 INCH WITNESS
 QT0513'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QT0513'MURCHISON NO 2 1952.
 QT0513'
 QT0513'THE AZIMUTH MARK IS ABOUT 400 YARD WEST OF A RANCH HOUSE,
 QT0513'49 FEET NORTH OF THE CENTER OF A TRACK ROAD, 3 FEET SOUTH OF
 QT0513'A WIRE FENCE AND 2 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QT0513'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MURCHISON
 QT0513'1952.
 QT0513'
 QT0513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0513
 QT0513                          STATION RECOVERY (1973)
 QT0513
 QT0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 QT0513'TO REACH THE STATION FROM BUFFALO, SOUTH DAKOTA, GO SOUTH
 QT0513'ON U.S. HWY. 85 FOR 10.5 MI TO A GRAVEL RD. SE AND A SIGN J-B
 QT0513'ROAD.  TURN LEFT AND GO EAST ON GRAVEL RD. FOR 13.8 MI TO
 QT0513'A X-RD..  TURN RIGHT AND GO SOUTH ON THE MAIN DIRT RD. FOR
 QT0513'2.1 MI TO THE AZIMUTH MARK ABOUT 50 YDS. EAST OF THE RD. AND
 QT0513'ABOUT 100 YDS SOUTH OF A MAIL BOX ON THE EAST SIDE OF THE RD.
 QT0513'CONTINUE SOUTH ON MAIN RD. FOR 1.3 MI TO A TRACK RD.
 QT0513'WEST.  TURN RIGHT AND GO WEST ON TRACK RD. CROSSING A DAM AND
 QT0513'ALONG NORTH SIDE OF A FENCE FOR 1.05 MI TO A GATE ON THE LEFT
 QT0513'AT A FENCE CORNER.  TURN LEFT THRU GATE AND GO SOUTH ALONG THE
 QT0513'EAST SIDE OF A FENCE FOR 0.35 MI TO CREST.  TURN LEFT
 QT0513'ACROSS COUNTRY, EAST, FOR ABOUT 50 YDS. AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0726 ***********************************************************************
 OS0726  DESIGNATION -  MURDO
 OS0726  PID         -  OS0726
 OS0726  STATE/COUNTY-  SD/JONES
 OS0726  COUNTRY     -  US
 OS0726  USGS QUAD   -  OKATON SE (2017)
 OS0726
 OS0726                         *CURRENT SURVEY CONTROL
 OS0726  ______________________________________________________________________
 OS0726* NAD 83(1996) POSITION- 43 52 07.32953(N) 100 45 21.24628(W)   ADJUSTED
 OS0726* NAVD 88 ORTHO HEIGHT -   707.    (meters)     2320.    (feet) SCALED
 OS0726  ______________________________________________________________________
 OS0726  GEOID HEIGHT    -        -24.003 (meters)                     GEOID18
 OS0726  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC18
 OS0726  HORZ ORDER      -  SECOND
 OS0726
 OS0726.The horizontal coordinates were established by classical geodetic methods
 OS0726.and adjusted by the National Geodetic Survey in January 1998.
 OS0726
 OS0726.The orthometric height was scaled from a topographic map.
 OS0726
 OS0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0726.GEOID18 height accuracy estimate available here.
 OS0726
 OS0726.Click photographs - Photos may exist for this station.
 OS0726
 OS0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0726
 OS0726. The following values were computed from the NAD 83(1996) position.
 OS0726
 OS0726;                    North         East     Units Scale Factor Converg.
 OS0726;SPC SD S     -   170,653.876   566,035.731   MT  0.99991639   -0 17 29.4
 OS0726;SPC SD S     -   559,886.92  1,857,068.89   sFT  0.99991639   -0 17 29.4
 OS0726;UTM  14      - 4,858,788.572   358,911.152   MT  0.99984484   -1 13 01.4
 OS0726
 OS0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0726!SPC SD S     -   0.99989284  x   0.99991639  =   0.99980924
 OS0726!UTM  14      -   0.99989284  x   0.99984484  =   0.99973770
 OS0726
 OS0726:                Primary Azimuth Mark                     Grid Az
 OS0726:SPC SD S     -  MURDO AZ MK                              166 16 53.3
 OS0726:UTM  14      -  MURDO AZ MK                              167 12 25.3
 OS0726
 OS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5891158788(NAD 83)
 OS0726
 OS0726|---------------------------------------------------------------------|
 OS0726| PID    Reference Object                     Distance      Geod. Az  |
 OS0726|                                                           dddmmss.s |
 OS0726| CO3341 MURDO RM 1                           15.929 METERS 03724     |
 OS0726| OS0712 MURDO MUNICIPAL TANK                APPROX. 4.1 KM 0553521.6 |
 OS0726| CO3342 MURDO RM 2                           15.377 METERS 14114     |
 OS0726| CO3340 MURDO AZ MK                                        1655923.9 |
 OS0726|---------------------------------------------------------------------|
 OS0726
 OS0726                          SUPERSEDED SURVEY CONTROL
 OS0726
 OS0726  NAD 83(1986)-  43 52 07.32241(N)    100 45 21.25392(W) AD(       ) 2
 OS0726  NAD 27      -  43 52 07.35700(N)    100 45 19.77000(W) AD(       ) 2
 OS0726
 OS0726.Superseded values are not recommended for survey control.
 OS0726
 OS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0726.See file dsdata.pdf to determine how the superseded data were derived.
 OS0726
 OS0726_MARKER: DS = TRIANGULATION STATION DISK
 OS0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0726_STAMPING: MURDO 1936
 OS0726_MARK LOGO: CGS
 OS0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0726+STABILITY: SURFACE MOTION
 OS0726
 OS0726  HISTORY     - Date     Condition        Report By
 OS0726  HISTORY     - 1936     MONUMENTED       CGS
 OS0726
 OS0726                          STATION DESCRIPTION
 OS0726
 OS0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0726'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF MURDO,
 OS0726'ABOUT 0.25 MILE NORTH OF A SECTION-LINE ROAD, ON THE WEST
 OS0726'SIDE OF A SECTION-LINE FENCE OWNED BY THE COUNTY.  THE
 OS0726'STATION IS ON THE CREST OF A RIDGE (NOT THE HIGHEST POINT)
 OS0726'33.3 FEET WEST OF THE NORTH-SOUTH FENCE.
 OS0726'
 OS0726'TO REACH FROM MURDO, GO SOUTH AND WEST ON U.S. HIGHWAY 16
 OS0726'FOR 2.25 MILES, TURN SOUTH AT A T-ROAD AND GO 1 MILE, TURN
 OS0726'WEST THROUGH GATE AND GO 0.5 MILE TO A GATE AT THE SECTION-LINE
 OS0726'FENCE.  HERE TURN NORTH ALONG THE EAST SIDE OF THE NORTH-SOUTH
 OS0726'FENCE FOR 0.25 MILE TO STATION.
 OS0726'
 OS0726'REFERENCE MARK NO. 1 IS 52.26 FEET NORTHEAST OF THE STATION,
 OS0726'0.5 FOOT WEST OF THE NORTH-SOUTH FENCE.  A 1-FOOT SQUARE
 OS0726'CONCRETE POST PROJECTING 3 INCHES.
 OS0726'
 OS0726'REFERENCE MARK NO. 2 IS 50.45 FEET SOUTHEAST OF THE STATION,
 OS0726'1/2 FOOT WEST OF THE NORTH-SOUTH FENCE.  A 1-FOOT SQUARE
 OS0726'CONCRETE POST, PROJECTING 3 INCHES.
 OS0726'
 OS0726'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 OS0726'IS 80.79 FEET.
 OS0726'
 OS0726'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE SOUTHEAST OF THE
 OS0726'STATION, ABOUT 0.5 MILE WEST OF THE SECTION-LINE ROAD,
 OS0726'165 FEET EAST OF THE NORTH-SOUTH SECTION-LINE FENCE, 14.2
 OS0726'FEET SOUTH OF THE EAST-WEST FARM ROAD (SECTION ROAD), AND
 OS0726'1 FOOT NORTH OF THE EAST-WEST FENCE.  TO REACH FROM THE
 OS0726'STATION, GO SOUTH ALONG THE SECTION-LINE FENCE (EAST SIDE
 OS0726'OF FENCE) FOR 0.25 MILE, TURN LEFT (EAST) FOR ABOUT 165 FEET
 OS0726'TO THE MARK.
 OS0726'
 OS0726'ALL OBJECTS VISIBLE FROM THE GROUND.
 OS0726'
 OS0726'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 OS0726'STANDARD BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0712 ***********************************************************************
 OS0712  DESIGNATION -  MURDO MUNICIPAL TANK
 OS0712  PID         -  OS0712
 OS0712  STATE/COUNTY-  SD/JONES
 OS0712  COUNTRY     -  US
 OS0712  USGS QUAD   -  MURDO (2017)
 OS0712
 OS0712                         *CURRENT SURVEY CONTROL
 OS0712  ______________________________________________________________________
 OS0712* NAD 83(1996) POSITION- 43 53 21.69329(N) 100 42 51.07818(W)   ADJUSTED
 OS0712  ______________________________________________________________________
 OS0712  GEOID HEIGHT    -        -24.053 (meters)                     GEOID18
 OS0712  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 OS0712  HORZ ORDER      -  THIRD
 OS0712
 OS0712.The horizontal coordinates were established by classical geodetic methods
 OS0712.and adjusted by the National Geodetic Survey in January 1998.
 OS0712
 OS0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0712.GEOID18 height accuracy estimate available here.
 OS0712
 OS0712.Click photographs - Photos may exist for this station.
 OS0712
 OS0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0712
 OS0712. The following values were computed from the NAD 83(1996) position.
 OS0712
 OS0712;                    North         East     Units Scale Factor Converg.
 OS0712;SPC SD S     -   172,932.598   569,398.974   MT  0.99991803   -0 15 45.8
 OS0712;SPC SD S     -   567,363.03  1,868,103.13   sFT  0.99991803   -0 15 45.8
 OS0712;UTM  14      - 4,861,012.487   362,310.504   MT  0.99983318   -1 11 18.9
 OS0712
 OS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6231061012(NAD 83)
 OS0712
 OS0712                          SUPERSEDED SURVEY CONTROL
 OS0712
 OS0712  NAD 83(1986)-  43 53 21.68703(N)    100 42 51.08202(W) AD(       ) 3
 OS0712  NAD 27      -  43 53 21.71700(N)    100 42 49.57400(W) AD(       ) 3
 OS0712
 OS0712.Superseded values are not recommended for survey control.
 OS0712
 OS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0712.See file dsdata.pdf to determine how the superseded data were derived.
 OS0712
 OS0712_MARKER: 53 = ELEVATED TANK
 OS0712
 OS0712  HISTORY     - Date     Condition        Report By
 OS0712  HISTORY     - 1924     FIRST OBSERVED   CGS
 OS0712  HISTORY     - 1933     GOOD             CGS
 OS0712  HISTORY     - 1935     GOOD             CGS
 OS0712  HISTORY     - 1936     GOOD             CGS
 OS0712  HISTORY     - 19820707 GOOD             NGS
 OS0712
 OS0712                          STATION DESCRIPTION
 OS0712
 OS0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0712'RECOVERED IN GOOD CONDITION.
 OS0712
 OS0712                          STATION RECOVERY (1935)
 OS0712
 OS0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0712'STATION NOT DESCRIBED.  STRUCTURE IS THE SAME AS IN 1924.
 OS0712
 OS0712                          STATION RECOVERY (1936)
 OS0712
 OS0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0712'POINT OBSERVED UPON WAS FINIAL OF MUNICIPALLY-OWNED WATER TANK
 OS0712'APPROXIMATELY 100 FEET HIGH LOCATED IN THE CENTER OF TOWN.
 OS0712'
 OS0712'THIS TANK OBSERVED UPON FROM TRIANGULATION STATIONS, MURDO,
 OS0712'CIRCLE, MORAN AND OKATON.
 OS0712
 OS0712                          STATION RECOVERY (1982)
 OS0712
 OS0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OS0712'THE STATION WAS RECOVERED IN THE SAME LOCATION AS PREVIOUSLY
 OS0712'DESCRIBED.  IT APPEARS TO HAVE BEEN RENOVATED BUT CHECK ANGLES FROM
 OS0712'TWO STATION TO IT CHECKED WELL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1021 ***********************************************************************
 PU1021  DESIGNATION -  MURPHY
 PU1021  PID         -  PU1021
 PU1021  STATE/COUNTY-  SD/MEADE
 PU1021  COUNTRY     -  US
 PU1021  USGS QUAD   -  ENNING (2017)
 PU1021
 PU1021                         *CURRENT SURVEY CONTROL
 PU1021  ______________________________________________________________________
 PU1021* NAD 83(1996) POSITION- 44 30 52.19406(N) 102 33 44.78150(W)   ADJUSTED
 PU1021* NAVD 88 ORTHO HEIGHT -   875.670 (meters)     2872.93  (feet) ADJUSTED
 PU1021  ______________________________________________________________________
 PU1021  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 PU1021  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC18
 PU1021  DYNAMIC HEIGHT  -        875.431 (meters)     2872.14  (feet) COMP
 PU1021  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 PU1021
 PU1021  HORZ ORDER      -  SECOND
 PU1021  VERT ORDER      -  SECOND    CLASS 0
 PU1021
 PU1021.The horizontal coordinates were established by classical geodetic methods
 PU1021.and adjusted by the National Geodetic Survey in January 1998.
 PU1021
 PU1021.The orthometric height was determined by differential leveling and
 PU1021.adjusted by the NATIONAL GEODETIC SURVEY
 PU1021.in June 1991.
 PU1021
 PU1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1021.GEOID18 height accuracy estimate available here.
 PU1021
 PU1021.Click photographs - Photos may exist for this station.
 PU1021
 PU1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1021
 PU1021.The dynamic height is computed by dividing the NAVD 88
 PU1021.geopotential number by the normal gravity value computed on the
 PU1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1021.degrees latitude (g = 980.6199 gals.).
 PU1021
 PU1021.The modeled gravity was interpolated from observed gravity values.
 PU1021
 PU1021. The following values were computed from the NAD 83(1996) position.
 PU1021
 PU1021;                    North         East     Units Scale Factor Converg.
 PU1021;SPC SD N     -    78,916.781   396,298.377   MT  0.99998270   -1 48 48.7
 PU1021;SPC SD N     -   258,912.81  1,300,188.93   sFT  0.99998270   -1 48 48.7
 PU1021;UTM  13      - 4,931,909.733   693,733.639   MT  1.00006159   +1 42 34.1
 PU1021
 PU1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1021!SPC SD N     -   0.99986562  x   0.99998270  =   0.99984832
 PU1021!UTM  13      -   0.99986562  x   1.00006159  =   0.99992720
 PU1021
 PU1021:                Primary Azimuth Mark                     Grid Az
 PU1021:SPC SD N     -  BONEITA                                  173 59 24.6
 PU1021:UTM  13      -  BONEITA                                  170 28 01.8
 PU1021
 PU1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9373331909(NAD 83)
 PU1021
 PU1021|---------------------------------------------------------------------|
 PU1021| PID    Reference Object                     Distance      Geod. Az  |
 PU1021|                                                           dddmmss.s |
 PU1021| PU1022 MURPHY RM 1                          11.154 METERS 08929     |
 PU1021| PU2196 BONEITA                             APPROX. 7.8 KM 1721035.9 |
 PU1021| PU1023 MURPHY RM 2                          11.237 METERS 33905     |
 PU1021|---------------------------------------------------------------------|
 PU1021
 PU1021                          SUPERSEDED SURVEY CONTROL
 PU1021
 PU1021  NAD 83(1993)-  44 30 52.18599(N)    102 33 44.78180(W) AD(       ) 2
 PU1021  NAD 83(1986)-  44 30 52.18559(N)    102 33 44.78140(W) AD(       ) 2
 PU1021  NGVD 29 (??/??/92)  875.204  (m)         2871.40   (f) ADJ UNCH    2 0
 PU1021  NGVD 29             875.20   (m)         2871.4    (f) LEVELING    3  
 PU1021
 PU1021.Superseded values are not recommended for survey control.
 PU1021
 PU1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1021.See file dsdata.pdf to determine how the superseded data were derived.
 PU1021
 PU1021_MARKER: DS = TRIANGULATION STATION DISK
 PU1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1021_STAMPING: MURPHY 1962
 PU1021_MARK LOGO: CGS
 PU1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1021+STABILITY: SURFACE MOTION
 PU1021
 PU1021  HISTORY     - Date     Condition        Report By
 PU1021  HISTORY     - 1962     MONUMENTED       CGS
 PU1021  HISTORY     - 1962     GOOD             CGS
 PU1021
 PU1021                          STATION DESCRIPTION
 PU1021
 PU1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1021'THE STATION IS 4-1/4 MILES SOUTH OF ENNING, ON THE TOP OF A HIGH
 PU1021'CUT-BANK ON THE EAST SIDE OF A NORTH-SOUTH GRAVELED ROAD AND IN
 PU1021'THE NORTHWEST 1/4 OF SEC. 4, T 6 N, R 13 E.
 PU1021'
 PU1021'TO REACH THE STATION FROM THE POST OFFICE AT ENNING, TURN SOUTH OFF
 PU1021'STATE HIGHWAY 34 AND DRIVE SOUTH ON A GRAVELED ROAD FOR 3.1 MILES TO
 PU1021'A SIDE ROAD ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 PU1021'1.0 MILE TO A GRAVELED SIDE ROAD ON THE RIGHT AND TWO GATES, ONE
 PU1021'WOODEN AND ONE WIRE, ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 PU1021'WIRE GATE AND DRIVE SOUTHEAST AND SOUTH ON AN OLD BLADED ROAD
 PU1021'FOR 0.15 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND DRIVE SOUTH
 PU1021'ON A TRACK ROAD FOR 0.05 MILE, THENCE TURN RIGHT AND DRIVE WEST
 PU1021'ACROSS COUNTRY FOR 0.05 MILE TO THE EAST RIGHT-OF-WAY FENCE OF
 PU1021'THE NORTH-SOUTH GRAVELED ROAD AND THE STATION.
 PU1021'
 PU1021'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU1021'STAMPED MURPHY 1962.  THE SURFACE-STATION MARK IS SET IN THE TOP
 PU1021'OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU1021'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 60
 PU1021'FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 39.0
 PU1021'FEET SOUTHEAST OF A POWER AND TELEPHONE POLE AND 13.5 FEET
 PU1021'EAST OF THE EAST ROAD RIGHT-OF-WAY FENCE.
 PU1021'
 PU1021'REFERENCE MARK 1, A STANDARD DISK STAMPED MURPHY NO 1 1962, IS SET
 PU1021'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1021'DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1021'
 PU1021'REFERENCE MARK 2, A STANDARD DISK STAMPED MURPHY NO 2 1962, IS SET
 PU1021'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1021'DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 PU1021'IS 3.0 FEET EAST OF THE POWER AND TELEPHONE POLE AND 1.0 FOOT
 PU1021'EAST OF THE EAST RIGHT-OF-WAY FENCE.
 PU1021
 PU1021                          STATION RECOVERY (1962)
 PU1021
 PU1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1021'4.2 MI S FROM ENNING.
 PU1021'4.25 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU1021'0.2 MILE SOUTH OF THE JUNCTION OF A ROAD WEST, 77 FEET EAST
 PU1021'OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTH OF POWER POLE
 PU1021'170, 13.4 FEET EAST OF A FENCE, 36.0 FEET WEST OF REFERENCE
 PU1021'MARK 1, 36.9 FEET SOUTH-SOUTHEAST OF REFERENCE MARK 2, ABOUT 30
 PU1021'FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1021'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1022 ***********************************************************************
 PU1022  DESIGNATION -  MURPHY RM 1
 PU1022  PID         -  PU1022
 PU1022  STATE/COUNTY-  SD/MEADE
 PU1022  COUNTRY     -  US
 PU1022  USGS QUAD   -  ENNING (2017)
 PU1022
 PU1022                         *CURRENT SURVEY CONTROL
 PU1022  ______________________________________________________________________
 PU1022* NAD 83(1986) POSITION- 44 30 52.20   (N) 102 33 44.28   (W)   HD_HELD1
 PU1022* NAVD 88 ORTHO HEIGHT -   875.780 (meters)     2873.29  (feet) ADJUSTED
 PU1022  ______________________________________________________________________
 PU1022  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 PU1022  DYNAMIC HEIGHT  -        875.541 (meters)     2872.50  (feet) COMP
 PU1022  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 PU1022
 PU1022  VERT ORDER      -  SECOND    CLASS 0
 PU1022
 PU1022.The horizontal coordinates were determined by differentially corrected
 PU1022.hand held GPS observations or other comparable positioning techniques
 PU1022.and have an estimated accuracy of +/- 3 meters.
 PU1022
 PU1022.The orthometric height was determined by differential leveling and
 PU1022.adjusted by the NATIONAL GEODETIC SURVEY
 PU1022.in June 1991.
 PU1022
 PU1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1022.GEOID18 height accuracy estimate available here.
 PU1022
 PU1022.Click photographs - Photos may exist for this station.
 PU1022
 PU1022.The dynamic height is computed by dividing the NAVD 88
 PU1022.geopotential number by the normal gravity value computed on the
 PU1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1022.degrees latitude (g = 980.6199 gals.).
 PU1022
 PU1022.The modeled gravity was interpolated from observed gravity values.
 PU1022
 PU1022;                    North         East    Units  Estimated Accuracy
 PU1022;SPC SD N     -    78,916.6     396,309.5     MT  (+/- 3 meters HH1 GPS) 
 PU1022
 PU1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9374431910(NAD 83)
 PU1022
 PU1022                          SUPERSEDED SURVEY CONTROL
 PU1022
 PU1022  NGVD 29 (??/??/92)  875.314  (m)         2871.76   (f) ADJ UNCH    2 0
 PU1022
 PU1022.Superseded values are not recommended for survey control.
 PU1022
 PU1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1022.See file dsdata.pdf to determine how the superseded data were derived.
 PU1022
 PU1022_MARKER: DR = REFERENCE MARK DISK
 PU1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1022_STAMPING: MURPHY NO 1 1962
 PU1022_MARK LOGO: CGS
 PU1022_PROJECTION: PROJECTING 6 CENTIMETERS
 PU1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1022+STABILITY: SURFACE MOTION
 PU1022
 PU1022  HISTORY     - Date     Condition        Report By
 PU1022  HISTORY     - 1962     MONUMENTED       CGS
 PU1022
 PU1022                          STATION DESCRIPTION
 PU1022
 PU1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1022'4.2 MI S FROM ENNING.
 PU1022'4.25 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU1022'ON A KNOLL, 113 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET
 PU1022'EAST OF THE STATION, ABOUT 30 FEET HIGHER THAN THE ROAD AND IN
 PU1022'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1023 ***********************************************************************
 PU1023  DESIGNATION -  MURPHY RM 2
 PU1023  PID         -  PU1023
 PU1023  STATE/COUNTY-  SD/MEADE
 PU1023  COUNTRY     -  US
 PU1023  USGS QUAD   -  ENNING (2017)
 PU1023
 PU1023                         *CURRENT SURVEY CONTROL
 PU1023  ______________________________________________________________________
 PU1023* NAD 83(1986) POSITION- 44 30 52.53   (N) 102 33 44.96   (W)   HD_HELD1
 PU1023* NAVD 88 ORTHO HEIGHT -   875.940 (meters)     2873.81  (feet) ADJUSTED
 PU1023  ______________________________________________________________________
 PU1023  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 PU1023  DYNAMIC HEIGHT  -        875.700 (meters)     2873.03  (feet) COMP
 PU1023  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 PU1023
 PU1023  VERT ORDER      -  SECOND    CLASS 0
 PU1023
 PU1023.The horizontal coordinates were determined by differentially corrected
 PU1023.hand held GPS observations or other comparable positioning techniques
 PU1023.and have an estimated accuracy of +/- 3 meters.
 PU1023
 PU1023.The orthometric height was determined by differential leveling and
 PU1023.adjusted by the NATIONAL GEODETIC SURVEY
 PU1023.in June 1991.
 PU1023
 PU1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1023.GEOID18 height accuracy estimate available here.
 PU1023
 PU1023.Click photographs - Photos may exist for this station.
 PU1023
 PU1023.The dynamic height is computed by dividing the NAVD 88
 PU1023.geopotential number by the normal gravity value computed on the
 PU1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1023.degrees latitude (g = 980.6199 gals.).
 PU1023
 PU1023.The modeled gravity was interpolated from observed gravity values.
 PU1023
 PU1023;                    North         East    Units  Estimated Accuracy
 PU1023;SPC SD N     -    78,927.3     396,294.8     MT  (+/- 3 meters HH1 GPS) 
 PU1023
 PU1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9372931919(NAD 83)
 PU1023
 PU1023                          SUPERSEDED SURVEY CONTROL
 PU1023
 PU1023  NGVD 29 (??/??/92)  875.474  (m)         2872.28   (f) ADJ UNCH    2 0
 PU1023
 PU1023.Superseded values are not recommended for survey control.
 PU1023
 PU1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1023.See file dsdata.pdf to determine how the superseded data were derived.
 PU1023
 PU1023_MARKER: DR = REFERENCE MARK DISK
 PU1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1023_STAMPING: MURPHY NO 2 1962
 PU1023_MARK LOGO: CGS
 PU1023_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1023+STABILITY: SURFACE MOTION
 PU1023
 PU1023  HISTORY     - Date     Condition        Report By
 PU1023  HISTORY     - 1962     MONUMENTED       CGS
 PU1023
 PU1023                          STATION DESCRIPTION
 PU1023
 PU1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1023'4.2 MI S FROM ENNING.
 PU1023'4.25 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU1023'ON THE TOP OF A KNOLL, 64 FEET EAST OF THE CENTER LINE OF THE
 PU1023'ROAD, 1.0 FOOT EAST OF A FENCE, 2 FEET EAST OF POWER POLE 170,
 PU1023'36.9 FEET NORTH-NORTHWEST OF THE STATION, ABOUT 30 FEET ABOVE
 PU1023'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2043 ***********************************************************************
 NM2043  DESIGNATION -  MUSEUM
 NM2043  PID         -  NM2043
 NM2043  STATE/COUNTY-  SD/CLAY
 NM2043  COUNTRY     -  US
 NM2043  USGS QUAD   -  VERMILLION (2017)
 NM2043
 NM2043                         *CURRENT SURVEY CONTROL
 NM2043  ______________________________________________________________________
 NM2043* NAD 83(1986) POSITION- 42 47 29.0    (N) 096 55 30.9    (W)   HD_HELD2
 NM2043* NAVD 88 ORTHO HEIGHT -   375.590 (meters)     1232.25  (feet) ADJUSTED
 NM2043  ______________________________________________________________________
 NM2043  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM2043  DYNAMIC HEIGHT  -        375.481 (meters)     1231.89  (feet) COMP
 NM2043  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 NM2043
 NM2043  VERT ORDER      -  FIRST     CLASS II
 NM2043
 NM2043.The horizontal coordinates were established by autonomous hand held GPS
 NM2043.observations and have an estimated accuracy of +/- 10 meters.
 NM2043
 NM2043.The orthometric height was determined by differential leveling and
 NM2043.adjusted by the NATIONAL GEODETIC SURVEY
 NM2043.in June 1994.
 NM2043
 NM2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2043.GEOID18 height accuracy estimate available here.
 NM2043
 NM2043.Click photographs - Photos may exist for this station.
 NM2043
 NM2043.The dynamic height is computed by dividing the NAVD 88
 NM2043.geopotential number by the normal gravity value computed on the
 NM2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2043.degrees latitude (g = 980.6199 gals.).
 NM2043
 NM2043.The modeled gravity was interpolated from observed gravity values.
 NM2043
 NM2043;                    North         East    Units  Estimated Accuracy
 NM2043;SPC SD S     -    56,607.      878,761.      MT  (+/- 10 meters HH2 GPS)
 NM2043
 NM2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6968339736(NAD 83)
 NM2043
 NM2043                          SUPERSEDED SURVEY CONTROL
 NM2043
 NM2043.No superseded survey control is available for this station.
 NM2043
 NM2043_MARKER: DB = BENCH MARK DISK
 NM2043_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM2043_SP_SET: PILLAR
 NM2043_STAMPING: MUSEUM 1989
 NM2043_MARK LOGO: USGS
 NM2043_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2043+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NM2043
 NM2043  HISTORY     - Date     Condition        Report By
 NM2043  HISTORY     - 1989     MONUMENTED       USGS
 NM2043  HISTORY     - 19930908 GOOD             NGS
 NM2043  HISTORY     - 20120725 GOOD             GEOCAC
 NM2043
 NM2043                          STATION DESCRIPTION
 NM2043
 NM2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2043'IN VERMILLION, AT THE INTERSECTION OF RATINGEN STRASSE STREET AND
 NM2043'TAYLOR DRIVE, IN A CONCRETE PILLAR THAT SUPPORTS A SUN DIAL AT THE
 NM2043'W.H. OVER STATE MUSEUM, 83.0 M (272.3 FT) WEST OF THE STREET
 NM2043'CENTERLINE, 35.7 M (117.1 FT) SOUTHWEST OF THE MAIN ENTRANCE TO THE
 NM2043'MUSEUM, 31.5 M (103.3 FT) NORTH OF THE DRIVE CENTERLINE, 20.0 M (65.6
 NM2043'FT) WEST-SOUTHWEST OF THE MOST WESTERLY OF 2 FLAG POLES, 12.2 M (40.0
 NM2043'FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE MUSEUM, 1.0 M (3.3 FT)
 NM2043'ABOVE THE LEVEL OF THE STREETS, AND 0.3 M (1.0 FT) NORTHWEST OF THE
 NM2043'SOUTHEAST EDGE OF THE PILLAR.
 NM2043
 NM2043                          STATION RECOVERY (2012)
 NM2043
 NM2043'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM2043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0815 ***********************************************************************
 OQ0815  DESIGNATION -  MUTH
 OQ0815  PID         -  OQ0815
 OQ0815  STATE/COUNTY-  SD/MINNEHAHA
 OQ0815  COUNTRY     -  US
 OQ0815  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0815
 OQ0815                         *CURRENT SURVEY CONTROL
 OQ0815  ______________________________________________________________________
 OQ0815* NAD 83(1996) POSITION- 43 31 09.05728(N) 096 37 59.21675(W)   ADJUSTED
 OQ0815* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 OQ0815  ______________________________________________________________________
 OQ0815  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 OQ0815  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 OQ0815  HORZ ORDER      -  FIRST
 OQ0815
 OQ0815.The horizontal coordinates were established by classical geodetic methods
 OQ0815.and adjusted by the National Geodetic Survey in January 1998.
 OQ0815
 OQ0815.The orthometric height was scaled from a topographic map.
 OQ0815
 OQ0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0815.GEOID18 height accuracy estimate available here.
 OQ0815
 OQ0815.Click photographs - Photos may exist for this station.
 OQ0815
 OQ0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0815
 OQ0815. The following values were computed from the NAD 83(1996) position.
 OQ0815
 OQ0815;                    North         East     Units Scale Factor Converg.
 OQ0815;SPC SD S     -   138,399.545   899,040.185   MT  0.99990836   +2 33 09.4
 OQ0815;SPC SD S     -   454,065.84  2,949,601.01   sFT  0.99990836   +2 33 09.4
 OQ0815;UTM  14      - 4,821,193.293   691,291.474   MT  1.00005013   +1 37 49.2
 OQ0815
 OQ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0815!SPC SD S     -   0.99993119  x   0.99990836  =   0.99983955
 OQ0815!UTM  14      -   0.99993119  x   1.00005013  =   0.99998131
 OQ0815
 OQ0815:                Primary Azimuth Mark                     Grid Az
 OQ0815:SPC SD S     -  MUTH AZ MK                               168 13 51.2
 OQ0815:UTM  14      -  MUTH AZ MK                               169 09 11.4
 OQ0815
 OQ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9129121193(NAD 83)
 OQ0815
 OQ0815|---------------------------------------------------------------------|
 OQ0815| PID    Reference Object                     Distance      Geod. Az  |
 OQ0815|                                                           dddmmss.s |
 OQ0815| CO3349 MUTH RM 3                           259.949 METERS 04550     |
 OQ0815| CO3347 MUTH RM 1                            53.986 METERS 07216     |
 OQ0815| OQ0633 LARCHWOOD MUNICIPAL TANK            APPROX.17.7 KM 1144825.3 |
 OQ0815| CO3350 MUTH RM 4                           213.016 METERS 12223     |
 OQ0815| CO3348 MUTH RM 2                            75.575 METERS 13800     |
 OQ0815| CO3346 MUTH AZ MK                                         1704700.6 |
 OQ0815| OQ0722 SIOUX FALLS KELO MAST SE OF 4       APPROX. 3.5 KM 1845951.2 |
 OQ0815| OQ0721 SIOUX FALLS KELO MAST 2ND OF 4      APPROX. 3.5 KM 1853510.1 |
 OQ0815| OQ0719 SIOUX FALLS KELO MAST 3RD OF 4      APPROX. 3.4 KM 1861119.2 |
 OQ0815| OQ0717 SIOUX FALLS KELO MAST NW OF 4       APPROX. 3.4 KM 1864828.1 |
 OQ0815| OQ0720 HARRISBURG TANK                     APPROX.11.2 KM 2083237.8 |
 OQ0815| OQ0839 HARTFORD WATER TANK                 APPROX.27.8 KM 2944010.2 |
 OQ0815|---------------------------------------------------------------------|
 OQ0815
 OQ0815                          SUPERSEDED SURVEY CONTROL
 OQ0815
 OQ0815  NAD 83(1995)-  43 31 09.05759(N)    096 37 59.21154(W) AD(       ) 1
 OQ0815  NAD 83(1986)-  43 31 09.06056(N)    096 37 59.19782(W) AD(       ) 1
 OQ0815  NAD 27      -  43 31 09.15000(N)    096 37 58.02300(W) AD(       ) 1
 OQ0815
 OQ0815.Superseded values are not recommended for survey control.
 OQ0815
 OQ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0815.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0815
 OQ0815_MARKER: DS = TRIANGULATION STATION DISK
 OQ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0815_STAMPING: MUTH 1935
 OQ0815_MARK LOGO: CGS
 OQ0815_PROJECTION: RECESSED 30 CENTIMETERS
 OQ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0815+STABILITY: SURFACE MOTION
 OQ0815
 OQ0815  HISTORY     - Date     Condition        Report By
 OQ0815  HISTORY     - 1935     MONUMENTED       CGS
 OQ0815  HISTORY     - 1949     GOOD             CGS
 OQ0815
 OQ0815                          STATION DESCRIPTION
 OQ0815
 OQ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0815'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 30, T. 101 N.,
 OQ0815'R. 48 W., ABOUT 4-1/2 MILES EAST AND 1.75 MILES SOUTH OF THE
 OQ0815'BUSINESS SECTION OF SIOUX FALLS, ON HIGHEST POINT OF A RIDGE 1/4
 OQ0815'MILE NORTH OF FARM HOME OF ALBERT MUTH.
 OQ0815'
 OQ0815'TO REACH FROM THE MAIN STREET IN SIOUX FALLS, GO EAST ON U.S.
 OQ0815'HIGHWAY 16 FOR 1.35 MILES.  TURN RIGHT (SOUTH) ON GRAVEL ROAD
 OQ0815'AND GO 0.15 MILE, THEN LEFT (EAST) FOR 1.5 MILES, THEN RIGHT
 OQ0815'(SOUTH) ON STATE HIGHWAY 38 FOR 1.0 MILE, THEN LEFT (EAST) ON
 OQ0815'STATE HIGHWAY 38 FOR 2.0 MILES.  LEAVE STATE HIGHWAY 38 JUST
 OQ0815'AFTER CROSSING CONCRETE BRIDGE, AND GO RIGHT (SOUTH) ON DIRT
 OQ0815'ROAD (SECTION-LINE) FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND
 OQ0815'GO WEST 0.1 MILE, THEN RIGHT (NORTH) THROUGH YARD OF THE MUTH
 OQ0815'FARM.  PASS THROUGH GATE AT RIGHT OF BARN, FOLLOW FENCE NORTH
 OQ0815'FOR 0.25 MILE.  STATION ON LEFT (WEST) 200 FEET.  ON TOP OF RIDGE.
 OQ0815'
 OQ0815'REFERENCE MARK NO. 1 IS LOCATED 177.12 FEET EAST-NORTHEAST AT
 OQ0815'CORNER OF NORTH-SOUTH AND EAST-WEST FENCE LINES.
 OQ0815'
 OQ0815'REFERENCE MARK NO. 2 IS LOCATED 247.95 FEET SOUTHEAST OF STATION,
 OQ0815'IN NORTH-SOUTH FENCE LINE.
 OQ0815'
 OQ0815'AZIMUTH MARK IS LOCATED 0.6 MILE SOUTH-SOUTHEAST OF STATION, ON
 OQ0815'LEFT (EAST) OF NORTH-SOUTH SECTION-LINE ROAD, IN FENCE LINE.
 OQ0815'TO REACH, GO TO SECTION-LINE CROSSROADS 0.1 MILE EAST OF THE MUTH
 OQ0815'HOME, THEN GO SOUTH 0.4 MILE TO MARK ON LEFT (EAST).
 OQ0815'
 OQ0815'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 OQ0815
 OQ0815                          STATION RECOVERY (1949)
 OQ0815
 OQ0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0815'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 OQ0815'CONDITION, EXCEPT THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK
 OQ0815'WITH THE 1935.  MR. LIESINGER, WHO RENTS THE FARM STATED HE WAS
 OQ0815'MOVING THE FENCES AND REQUESTED THAT THE REFERENCE MARKS NO. 1
 OQ0815'AND 2 BE MOVED.  REFERENCE MARKS NO. 3 AND 4 WERE SET ALONG THE
 OQ0815'EAST RIGHT-OF-WAY FENCE.
 OQ0815'
 OQ0815'A NEW DESCRIPTION FOLLOWS.
 OQ0815'
 OQ0815'THE STATION IS LOCATED ABOUT 5.0 MILES EAST-SOUTHEAST OF SIOUX
 OQ0815'FALLS, 0.25 MILE NORTH OF MR. MUTHS HOME AND ON THE HIGHEST POINT
 OQ0815'OF A CULTIVATED FIELD.  THE MARK IS ABOUT 12 INCHES BELOW THE
 OQ0815'SURFACE OF THE GROUND AND THE DISK IS STAMPED MUTH 1935.
 OQ0815'
 OQ0815'REFERENCE MARK NO. 3 IS 852.85 FEET NORTHEAST OF THE STATION,
 OQ0815'IN THE RIGHT-OF-WAY FENCE AND 34 FEET WEST OF THE CENTERLINE OF
 OQ0815'THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OQ0815'MUTH NO 3 1949.
 OQ0815'
 OQ0815'REFERENCE MARK NO. 4 IS 698.87 FEET SOUTHEAST OF THE STATION, IN
 OQ0815'THE RIGHT-OF-WAY FENCE AND 34 FEET WEST OF THE CENTERLINE OF THE
 OQ0815'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MUTH
 OQ0815'NO 4 1949.
 OQ0815'
 OQ0815'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHEAST OF THE STATION,
 OQ0815'23 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF
 OQ0815'A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 OQ0815'GROUND AND THE DISK IS STAMPED MUTH 1935.
 OQ0815'
 OQ0815'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY
 OQ0815'38 ABOUT 2.0 MILES EAST OF SIOUX FALLS, GO SOUTHEAST ON HIGHWAY 38
 OQ0815'FOR 3.4 MILES TO A DIAGONAL CROSSROADS, TURN RIGHT (SOUTH) 0.5
 OQ0815'MILE TO CROSSROADS, MAKE A SLIGHT JOG AND CONTINUE SOUTH 1.0
 OQ0815'MILE TO CROSSROADS, TURN RIGHT (WEST) 0.1 MILE TO MR. MUTHS
 OQ0815'HOME ON THE RIGHT AND THE STATION IS ABOUT 0.25 MILE NORTH OF
 OQ0815'THE FARM BUILDINGS.
 OQ0815'
 OQ0815'TO REACH THE AZIMUTH FROM MR. MUTHS HOUSE, GO EAST 0.1 MILE TO
 OQ0815'CROSSROADS, TURN RIGHT (SOUTH) 0.4 MILE TO THE MARK ON THE LEFT
 OQ0815'AT A FIELD ENTRANCE.
 OQ0815'
 OQ0815'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0105 ***********************************************************************
 QQ0105  DESIGNATION -  N
 QQ0105  PID         -  QQ0105
 QQ0105  STATE/COUNTY-  SD/CODINGTON
 QQ0105  COUNTRY     -  US
 QQ0105  USGS QUAD   -  SOUTH SHORE (2017)
 QQ0105
 QQ0105                         *CURRENT SURVEY CONTROL
 QQ0105  ______________________________________________________________________
 QQ0105* NAD 83(1986) POSITION- 45 06 27.6    (N) 096 55 47.5    (W)   HD_HELD2
 QQ0105* NAVD 88 ORTHO HEIGHT -   567.810 (meters)     1862.89  (feet) ADJUSTED
 QQ0105  ______________________________________________________________________
 QQ0105  GEOID HEIGHT    -        -25.385 (meters)                     GEOID18
 QQ0105  DYNAMIC HEIGHT  -        567.732 (meters)     1862.63  (feet) COMP
 QQ0105  MODELED GRAVITY -    980,461.3   (mgal)                       NAVD 88
 QQ0105
 QQ0105  VERT ORDER      -  FIRST     CLASS II
 QQ0105
 QQ0105.The horizontal coordinates were established by autonomous hand held GPS
 QQ0105.observations and have an estimated accuracy of +/- 10 meters.
 QQ0105
 QQ0105.The orthometric height was determined by differential leveling and
 QQ0105.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0105.in June 1991.
 QQ0105
 QQ0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0105.GEOID18 height accuracy estimate available here.
 QQ0105
 QQ0105.Click photographs - Photos may exist for this station.
 QQ0105
 QQ0105.The dynamic height is computed by dividing the NAVD 88
 QQ0105.geopotential number by the normal gravity value computed on the
 QQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0105.degrees latitude (g = 980.6199 gals.).
 QQ0105
 QQ0105.The modeled gravity was interpolated from observed gravity values.
 QQ0105
 QQ0105;                    North         East    Units  Estimated Accuracy
 QQ0105;SPC SD N     -   146,188.      841,544.      MT  (+/- 10 meters HH2 GPS)
 QQ0105
 QQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6285296995(NAD 83)
 QQ0105
 QQ0105                          SUPERSEDED SURVEY CONTROL
 QQ0105
 QQ0105  NGVD 29 (??/??/92)  567.533  (m)         1861.98   (f) ADJ UNCH    1 2
 QQ0105
 QQ0105.Superseded values are not recommended for survey control.
 QQ0105
 QQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0105.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0105
 QQ0105_MARKER: H = DRILL HOLE
 QQ0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0105_SP_SET: PIER
 QQ0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0105
 QQ0105  HISTORY     - Date     Condition        Report By
 QQ0105  HISTORY     - 1904     MONUMENTED       CGS
 QQ0105  HISTORY     - 1905     GOOD             CGS
 QQ0105  HISTORY     - 1934     GOOD             CGS
 QQ0105  HISTORY     - 20110819 MARK NOT FOUND   GEOCAC
 QQ0105
 QQ0105                          STATION DESCRIPTION
 QQ0105
 QQ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0105'AT SOUTH SHORE.
 QQ0105'AT SOUTH SHORE, CODINGTON COUNTY, ABOUT 115 FEET WEST OF THE
 QQ0105'GREAT NORTHERLY RAILWAY STATION, ABOUT 16 FEET NORTH OF THE
 QQ0105'MAIN TRACK, AT THE RAILWAY WATER TANK, ON THE SOUTH (RED
 QQ0105'SANDSTONE) PIER OF THE TWO EAST PIERS, ABOUT 4 INCHES WEST OF
 QQ0105'THE EAST SIDE, ABOUT 8 INCHES NORTH OF THE SOUTH SIDE, AND
 QQ0105'ABOUT 1/2 FOOT HIGHER THAN THE GROUND.  THE BOTTOM OF A SQUARE
 QQ0105'HOLE, LETTERED U.S.B.M.
 QQ0105
 QQ0105                          STATION RECOVERY (1934)
 QQ0105
 QQ0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0105'RECOVERED IN GOOD CONDITION.
 QQ0105
 QQ0105                          STATION RECOVERY (2011)
 QQ0105
 QQ0105'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QQ0105'RED SANDSTONE PIERS WERE NOT FOUND.  THERE IS A NONPID DISK STAMPED  N
 QQ0105'RESET 1975 IN THE TOP OF A CONCRETE PIER ONE FT SOUTH OF A METAL
 QQ0105'WITNESS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0464 ***********************************************************************
 PR0464  DESIGNATION -  N 1
 PR0464  PID         -  PR0464
 PR0464  STATE/COUNTY-  SD/KINGSBURY
 PR0464  COUNTRY     -  US
 PR0464  USGS QUAD   -  ERWIN (2017)
 PR0464
 PR0464                         *CURRENT SURVEY CONTROL
 PR0464  ______________________________________________________________________
 PR0464* NAD 83(1986) POSITION- 44 29 07.     (N) 097 26 26.     (W)   SCALED
 PR0464* NAVD 88 ORTHO HEIGHT -   567.888 (meters)     1863.15  (feet) ADJUSTED
 PR0464  ______________________________________________________________________
 PR0464  GEOID HEIGHT    -        -24.915 (meters)                     GEOID18
 PR0464  DYNAMIC HEIGHT  -        567.786 (meters)     1862.81  (feet) COMP
 PR0464  MODELED GRAVITY -    980,419.3   (mgal)                       NAVD 88
 PR0464
 PR0464  VERT ORDER      -  FIRST     CLASS II
 PR0464
 PR0464.The horizontal coordinates were scaled from a map and have
 PR0464.an estimated accuracy of +/- 6 seconds.
 PR0464
 PR0464.The orthometric height was determined by differential leveling and
 PR0464.adjusted by the NATIONAL GEODETIC SURVEY
 PR0464.in June 1991.
 PR0464
 PR0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0464.GEOID18 height accuracy estimate available here.
 PR0464
 PR0464.Click photographs - Photos may exist for this station.
 PR0464
 PR0464.The dynamic height is computed by dividing the NAVD 88
 PR0464.geopotential number by the normal gravity value computed on the
 PR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0464.degrees latitude (g = 980.6199 gals.).
 PR0464
 PR0464.The modeled gravity was interpolated from observed gravity values.
 PR0464
 PR0464;                    North         East    Units  Estimated Accuracy
 PR0464;SPC SD N     -    75,660.      803,570.      MT  (+/- 180 meters Scaled)
 PR0464
 PR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ240269(NAD 83)
 PR0464
 PR0464                          SUPERSEDED SURVEY CONTROL
 PR0464
 PR0464  NGVD 29 (??/??/92)  567.610  (m)         1862.23   (f) ADJ UNCH    1 2
 PR0464
 PR0464.Superseded values are not recommended for survey control.
 PR0464
 PR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0464.See file dsdata.pdf to determine how the superseded data were derived.
 PR0464
 PR0464_MARKER: H = DRILL HOLE
 PR0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0464_SP_SET: ELEVATOR FOUNDATION
 PR0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0464
 PR0464  HISTORY     - Date     Condition        Report By
 PR0464  HISTORY     - 1905     MONUMENTED       CGS
 PR0464  HISTORY     - 1934     GOOD             CGS
 PR0464  HISTORY     - 1971     GOOD             LOCENG
 PR0464
 PR0464                          STATION DESCRIPTION
 PR0464
 PR0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0464'AT ERWIN.
 PR0464'AT ERWIN, KINGSBURY COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0464'AND PACIFIC RAILROAD, 0.1 MILE SOUTH OF THE STATION, 52 FEET
 PR0464'WEST OF THE CENTER LINE OF THE TRACK, AT THE DANFORTH ELEVATOR,
 PR0464'ON THE SOUTHEAST CORNER OF THE PINK SANDSTONE FOUNDATION,
 PR0464'2.5 INCHES WEST OF THE EAST EDGE, 1.5 INCHES NORTH OF THE
 PR0464'SOUTH EDGE, AND ABOUT 2 FEET ABOVE THE GROUND.  THE BOTTOM
 PR0464'OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM.  NOTE-- TWO
 PR0464'ELEVATORS NOW EXIST WITH THE BM BEING IN THE SOUTHERN MOST.
 PR0464'IT IS NO LONGER THE DANFORTH ELEVATOR BUT IS NOW THE SEXAUER
 PR0464'ELEVATOR.
 PR0464
 PR0464                          STATION RECOVERY (1971)
 PR0464
 PR0464'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 PR0464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0022 ***********************************************************************
 OT0022  DESIGNATION -  N 10
 OT0022  PID         -  OT0022
 OT0022  STATE/COUNTY-  SD/PENNINGTON
 OT0022  COUNTRY     -  US
 OT0022  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0022
 OT0022                         *CURRENT SURVEY CONTROL
 OT0022  ______________________________________________________________________
 OT0022* NAD 83(1986) POSITION- 43 42 59.     (N) 102 19 20.     (W)   SCALED
 OT0022* NAVD 88 ORTHO HEIGHT -   788.781 (meters)     2587.86  (feet) ADJUSTED
 OT0022  ______________________________________________________________________
 OT0022  GEOID HEIGHT    -        -18.864 (meters)                     GEOID18
 OT0022  DYNAMIC HEIGHT  -        788.520 (meters)     2587.00  (feet) COMP
 OT0022  MODELED GRAVITY -    980,261.7   (mgal)                       NAVD 88
 OT0022
 OT0022  VERT ORDER      -  FIRST     CLASS II
 OT0022
 OT0022.The horizontal coordinates were scaled from a map and have
 OT0022.an estimated accuracy of +/- 6 seconds.
 OT0022
 OT0022.The orthometric height was determined by differential leveling and
 OT0022.adjusted by the NATIONAL GEODETIC SURVEY
 OT0022.in June 1991.
 OT0022
 OT0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0022.GEOID18 height accuracy estimate available here.
 OT0022
 OT0022.Click photographs - Photos may exist for this station.
 OT0022
 OT0022.The dynamic height is computed by dividing the NAVD 88
 OT0022.geopotential number by the normal gravity value computed on the
 OT0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0022.degrees latitude (g = 980.6199 gals.).
 OT0022
 OT0022.The modeled gravity was interpolated from observed gravity values.
 OT0022
 OT0022;                    North         East    Units  Estimated Accuracy
 OT0022;SPC SD S     -   155,560.      439,750.      MT  (+/- 180 meters Scaled)
 OT0022
 OT0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ157438(NAD 83)
 OT0022
 OT0022                          SUPERSEDED SURVEY CONTROL
 OT0022
 OT0022  NGVD 29 (??/??/92)  788.318  (m)         2586.34   (f) ADJ UNCH    1 2
 OT0022
 OT0022.Superseded values are not recommended for survey control.
 OT0022
 OT0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0022.See file dsdata.pdf to determine how the superseded data were derived.
 OT0022
 OT0022_MARKER: DB = BENCH MARK DISK
 OT0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0022_STAMPING: N 10 1925 2586.396
 OT0022_MARK LOGO: CGS
 OT0022_PROJECTION: FLUSH
 OT0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0022+STABILITY: SURFACE MOTION
 OT0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0022+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0022
 OT0022  HISTORY     - Date     Condition        Report By
 OT0022  HISTORY     - 1925     MONUMENTED       CGS
 OT0022  HISTORY     - 1962     GOOD             CGS
 OT0022  HISTORY     - 1985     GOOD             NGS
 OT0022  HISTORY     - 20120724 GOOD             INDIV
 OT0022
 OT0022                          STATION DESCRIPTION
 OT0022
 OT0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0022'13 MI E FROM SCENIC.
 OT0022'ABOUT 13.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0022'AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN SECTION 9,
 OT0022'T 4 S, R 15 E, 0.25 MILE SOUTHEAST OF AND ACROSS THE TRACK FROM A
 OT0022'SMALL LONE BUTTE, 0.15 MILE NORTHEAST OF AND ACROSS STATE HIGHWAY
 OT0022'40 FROM A FLAT TOPPED BUTTE, 39 FEET EAST OF THE 6TH TELEPHONE
 OT0022'POLE WEST OF MILE POST 605, 37 1/2 FEET SOUTH OF SOUTH RAIL,
 OT0022'92 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 40, 1.8 FEET
 OT0022'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS AND
 OT0022'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OT0022'GROUND.
 OT0022
 OT0022                          STATION RECOVERY (1985)
 OT0022
 OT0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0022'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0022'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0022'THENCE 21.9 KM (13.7 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.4 KM
 OT0022'(0.25 MI) WEST OF MILEPOST 101, IN THE NORTHEAST CORNER OF THE
 OT0022'JUNCTION OF A DIRT ROAD, 43.3 METERS (142 FT) NORTHEAST OF THE HIGHWAY
 OT0022'CENTERLINE, 57.0 METERS (187 FT) EAST OF THE CENTER OF THE ROAD AND
 OT0022'11.4 METERS (37.5 FT) SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 OT0022'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.
 OT0022'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0022'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 OT0022
 OT0022                          STATION RECOVERY (2012)
 OT0022
 OT0022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1892 ***********************************************************************
 PU1892  DESIGNATION -  N 10 B 1
 PU1892  PID         -  PU1892
 PU1892  STATE/COUNTY-  SD/BUTTE
 PU1892  COUNTRY     -  US
 PU1892  USGS QUAD   -  ARPAN (2017)
 PU1892
 PU1892                         *CURRENT SURVEY CONTROL
 PU1892  ______________________________________________________________________
 PU1892* NAD 83(1986) POSITION- 44 50 26.     (N) 103 39 29.     (W)   SCALED
 PU1892* NAVD 88 ORTHO HEIGHT -   912.203 (meters)     2992.79  (feet) ADJUSTED
 PU1892  ______________________________________________________________________
 PU1892  GEOID HEIGHT    -        -15.993 (meters)                     GEOID18
 PU1892  DYNAMIC HEIGHT  -        911.974 (meters)     2992.03  (feet) COMP
 PU1892  MODELED GRAVITY -    980,335.8   (mgal)                       NAVD 88
 PU1892
 PU1892  VERT ORDER      -  SECOND    CLASS 0
 PU1892
 PU1892.The horizontal coordinates were scaled from a map and have
 PU1892.an estimated accuracy of +/- 6 seconds.
 PU1892
 PU1892.The orthometric height was determined by differential leveling and
 PU1892.adjusted by the NATIONAL GEODETIC SURVEY
 PU1892.in June 1991.
 PU1892
 PU1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1892.GEOID18 height accuracy estimate available here.
 PU1892
 PU1892.Click photographs - Photos may exist for this station.
 PU1892
 PU1892.The dynamic height is computed by dividing the NAVD 88
 PU1892.geopotential number by the normal gravity value computed on the
 PU1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1892.degrees latitude (g = 980.6199 gals.).
 PU1892
 PU1892.The modeled gravity was interpolated from observed gravity values.
 PU1892
 PU1892;                    North         East    Units  Estimated Accuracy
 PU1892;SPC SD N     -   118,460.      310,890.      MT  (+/- 180 meters Scaled)
 PU1892
 PU1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK060661(NAD 83)
 PU1892
 PU1892                          SUPERSEDED SURVEY CONTROL
 PU1892
 PU1892  NGVD 29 (??/??/92)  911.73   (m)         2991.2    (f) COMPUTED    2 0
 PU1892
 PU1892.Superseded values are not recommended for survey control.
 PU1892
 PU1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1892.See file dsdata.pdf to determine how the superseded data were derived.
 PU1892
 PU1892_MARKER: Z = SEE DESCRIPTION
 PU1892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1892_SP_SET: CONCRETE PEDESTAL
 PU1892_STAMPING: N 10 B 1
 PU1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1892
 PU1892  HISTORY     - Date     Condition        Report By
 PU1892  HISTORY     - UNK      MONUMENTED       USAF
 PU1892  HISTORY     - 1963     GOOD             CGS
 PU1892
 PU1892                          STATION DESCRIPTION
 PU1892
 PU1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1892'17.9 MI NW FROM NISLAND.
 PU1892'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1892'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1892'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1892'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1892'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1892'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1892'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1892'COUNTY ROAD, THENCE 5.4 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1892'THENCE 0.55 MILE NORTHWEST ACROSS A FIELD, NEAR THE FOOT OF A
 PU1892'HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1892'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1891 ***********************************************************************
 PU1891  DESIGNATION -  N 10 B 2
 PU1891  PID         -  PU1891
 PU1891  STATE/COUNTY-  SD/BUTTE
 PU1891  COUNTRY     -  US
 PU1891  USGS QUAD   -  ARPAN (2017)
 PU1891
 PU1891                         *CURRENT SURVEY CONTROL
 PU1891  ______________________________________________________________________
 PU1891* NAD 83(1986) POSITION- 44 50 17.     (N) 103 39 39.     (W)   SCALED
 PU1891* NAVD 88 ORTHO HEIGHT -   908.187 (meters)     2979.61  (feet) ADJUSTED
 PU1891  ______________________________________________________________________
 PU1891  GEOID HEIGHT    -        -15.986 (meters)                     GEOID18
 PU1891  DYNAMIC HEIGHT  -        907.959 (meters)     2978.86  (feet) COMP
 PU1891  MODELED GRAVITY -    980,335.7   (mgal)                       NAVD 88
 PU1891
 PU1891  VERT ORDER      -  SECOND    CLASS 0
 PU1891
 PU1891.The horizontal coordinates were scaled from a map and have
 PU1891.an estimated accuracy of +/- 6 seconds.
 PU1891
 PU1891.The orthometric height was determined by differential leveling and
 PU1891.adjusted by the NATIONAL GEODETIC SURVEY
 PU1891.in June 1991.
 PU1891
 PU1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1891.GEOID18 height accuracy estimate available here.
 PU1891
 PU1891.Click photographs - Photos may exist for this station.
 PU1891
 PU1891.The dynamic height is computed by dividing the NAVD 88
 PU1891.geopotential number by the normal gravity value computed on the
 PU1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1891.degrees latitude (g = 980.6199 gals.).
 PU1891
 PU1891.The modeled gravity was interpolated from observed gravity values.
 PU1891
 PU1891;                    North         East    Units  Estimated Accuracy
 PU1891;SPC SD N     -   118,190.      310,660.      MT  (+/- 180 meters Scaled)
 PU1891
 PU1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK058658(NAD 83)
 PU1891
 PU1891                          SUPERSEDED SURVEY CONTROL
 PU1891
 PU1891  NGVD 29 (??/??/92)  907.71   (m)         2978.0    (f) COMPUTED    2 0
 PU1891
 PU1891.Superseded values are not recommended for survey control.
 PU1891
 PU1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1891.See file dsdata.pdf to determine how the superseded data were derived.
 PU1891
 PU1891_MARKER: Z = SEE DESCRIPTION
 PU1891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1891_SP_SET: CONCRETE PEDESTAL
 PU1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1891
 PU1891  HISTORY     - Date     Condition        Report By
 PU1891  HISTORY     - UNK      MONUMENTED       USAF
 PU1891  HISTORY     - 1963     GOOD             CGS
 PU1891
 PU1891                          STATION DESCRIPTION
 PU1891
 PU1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1891'17.6 MI NW FROM NISLAND.
 PU1891'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1891'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1891'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1891'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1891'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1891'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1891'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1891'COUNTY ROAD, THENCE 5.4 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1891'THENCE 0.25 MILE EAST ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE,
 PU1891'4.0 FEET NORTH OF THE FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 PU1891'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0285 ***********************************************************************
 OT0285  DESIGNATION -  N 11
 OT0285  PID         -  OT0285
 OT0285  STATE/COUNTY-  SD/PENNINGTON
 OT0285  COUNTRY     -  US
 OT0285  USGS QUAD   -  HERMOSA NW (2017)
 OT0285
 OT0285                         *CURRENT SURVEY CONTROL
 OT0285  ______________________________________________________________________
 OT0285* NAD 83(1986) POSITION- 43 59 43.98   (N) 103 07 53.22   (W)   HD_HELD1
 OT0285* NAVD 88 ORTHO HEIGHT -   950.249 (meters)     3117.61  (feet) ADJUSTED
 OT0285  ______________________________________________________________________
 OT0285  GEOID HEIGHT    -        -16.418 (meters)                     GEOID18
 OT0285  DYNAMIC HEIGHT  -        949.912 (meters)     3116.50  (feet) COMP
 OT0285  MODELED GRAVITY -    980,231.9   (mgal)                       NAVD 88
 OT0285
 OT0285  VERT ORDER      -  FIRST     CLASS II
 OT0285
 OT0285.The horizontal coordinates were determined by differentially corrected
 OT0285.hand held GPS observations or other comparable positioning techniques
 OT0285.and have an estimated accuracy of +/- 3 meters.
 OT0285
 OT0285.The orthometric height was determined by differential leveling and
 OT0285.adjusted by the NATIONAL GEODETIC SURVEY
 OT0285.in June 1991.
 OT0285
 OT0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0285.GEOID18 height accuracy estimate available here.
 OT0285
 OT0285.Click photographs - Photos may exist for this station.
 OT0285
 OT0285.The dynamic height is computed by dividing the NAVD 88
 OT0285.geopotential number by the normal gravity value computed on the
 OT0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0285.degrees latitude (g = 980.6199 gals.).
 OT0285
 OT0285.The modeled gravity was interpolated from observed gravity values.
 OT0285
 OT0285;                    North         East    Units  Estimated Accuracy
 OT0285;SPC SD S     -   188,440.6     375,615.4     MT  (+/- 3 meters HH1 GPS) 
 OT0285
 OT0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4982173075(NAD 83)
 OT0285
 OT0285                          SUPERSEDED SURVEY CONTROL
 OT0285
 OT0285  NGVD 29 (??/??/92)  949.763  (m)         3116.01   (f) ADJ UNCH    1 2
 OT0285
 OT0285.Superseded values are not recommended for survey control.
 OT0285
 OT0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0285.See file dsdata.pdf to determine how the superseded data were derived.
 OT0285
 OT0285_MARKER: DB = BENCH MARK DISK
 OT0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0285_STAMPING: N 11 1926
 OT0285_MARK LOGO: CGS
 OT0285_PROJECTION: FLUSH
 OT0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0285+STABILITY: SURFACE MOTION
 OT0285
 OT0285  HISTORY     - Date     Condition        Report By
 OT0285  HISTORY     - 1926     MONUMENTED       CGS
 OT0285  HISTORY     - 1962     GOOD             CGS
 OT0285
 OT0285                          STATION DESCRIPTION
 OT0285
 OT0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0285'10.2 MI SE FROM RAPID CITY.
 OT0285'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0285'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0285'STATION AT RAPID CITY, THENCE 3.25 MILES SOUTH AND WEST ALONG A
 OT0285'GRAVELED ROAD, THENCE 1.1 MILES SOUTHEAST ALONG THE CHICAGO AND
 OT0285'NORTH WESTERN RAILWAY, 0.8 MILE SOUTHEAST OF MILE POST 92, 6 1/2
 OT0285'RAILS NORTHWEST OF THE NORTHWEST END OF A TRESTLE, 129 1/2 FEET
 OT0285'NORTHEAST OF A FENCE, 43 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OT0285'29 1/2 FEET SOUTHEAST OF THE TENTH TELEPHONE POLE NORTHWEST OF
 OT0285'MILE POLE 91, IN LINE WITH A ROW OF TELEPHONE POLES, 1.8 FEET
 OT0285'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 OT0285'RAIL, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 OT0285'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1905 ***********************************************************************
 PU1905  DESIGNATION -  N 11 B 1
 PU1905  PID         -  PU1905
 PU1905  STATE/COUNTY-  SD/BUTTE
 PU1905  COUNTRY     -  US
 PU1905  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1905
 PU1905                         *CURRENT SURVEY CONTROL
 PU1905  ______________________________________________________________________
 PU1905* NAD 83(1986) POSITION- 44 54 46.     (N) 103 38 59.     (W)   SCALED
 PU1905* NAVD 88 ORTHO HEIGHT -   961.134 (meters)     3153.32  (feet) ADJUSTED
 PU1905  ______________________________________________________________________
 PU1905  GEOID HEIGHT    -        -16.056 (meters)                     GEOID18
 PU1905  DYNAMIC HEIGHT  -        960.892 (meters)     3152.53  (feet) COMP
 PU1905  MODELED GRAVITY -    980,332.1   (mgal)                       NAVD 88
 PU1905
 PU1905  VERT ORDER      -  SECOND    CLASS 0
 PU1905
 PU1905.The horizontal coordinates were scaled from a map and have
 PU1905.an estimated accuracy of +/- 6 seconds.
 PU1905
 PU1905.The orthometric height was determined by differential leveling and
 PU1905.adjusted by the NATIONAL GEODETIC SURVEY
 PU1905.in June 1991.
 PU1905
 PU1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1905.GEOID18 height accuracy estimate available here.
 PU1905
 PU1905.Click photographs - Photos may exist for this station.
 PU1905
 PU1905.The dynamic height is computed by dividing the NAVD 88
 PU1905.geopotential number by the normal gravity value computed on the
 PU1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1905.degrees latitude (g = 980.6199 gals.).
 PU1905
 PU1905.The modeled gravity was interpolated from observed gravity values.
 PU1905
 PU1905;                    North         East    Units  Estimated Accuracy
 PU1905;SPC SD N     -   126,450.      311,910.      MT  (+/- 180 meters Scaled)
 PU1905
 PU1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK065741(NAD 83)
 PU1905
 PU1905                          SUPERSEDED SURVEY CONTROL
 PU1905
 PU1905  NGVD 29 (??/??/92)  960.65   (m)         3151.7    (f) COMPUTED    2 0
 PU1905
 PU1905.Superseded values are not recommended for survey control.
 PU1905
 PU1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1905.See file dsdata.pdf to determine how the superseded data were derived.
 PU1905
 PU1905_MARKER: Z = SEE DESCRIPTION
 PU1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1905_SP_SET: CONCRETE PEDESTAL
 PU1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1905
 PU1905  HISTORY     - Date     Condition        Report By
 PU1905  HISTORY     - UNK      MONUMENTED       USAF
 PU1905  HISTORY     - 1963     GOOD             CGS
 PU1905
 PU1905                          STATION DESCRIPTION
 PU1905
 PU1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1905'22.4 MI NW FROM NISLAND.
 PU1905'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1905'FRO THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1905'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1905'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE
 PU1905'1.25 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES
 PU1905'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH
 PU1905'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A
 PU1905'GRAVELED COUNTY ROAD, THENCE 10.5 MILES NORTH ALONG A
 PU1905'GRAVELED COUNTY ROAD, ON THE SOUTH SLOPE OF A SMALL HILL, 75
 PU1905'FEET EAST OF THE CENTERLINE OF THE ROAD, 35 FEET EAST OF A
 PU1905'NORTH-SOUTH FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD,
 PU1905'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 PU1905'OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1904 ***********************************************************************
 PU1904  DESIGNATION -  N 11 B 2
 PU1904  PID         -  PU1904
 PU1904  STATE/COUNTY-  SD/BUTTE
 PU1904  COUNTRY     -  US
 PU1904  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1904
 PU1904                         *CURRENT SURVEY CONTROL
 PU1904  ______________________________________________________________________
 PU1904* NAD 83(1986) POSITION- 44 54 33.     (N) 103 38 41.     (W)   SCALED
 PU1904* NAVD 88 ORTHO HEIGHT -   958.464 (meters)     3144.56  (feet) ADJUSTED
 PU1904  ______________________________________________________________________
 PU1904  GEOID HEIGHT    -        -16.061 (meters)                     GEOID18
 PU1904  DYNAMIC HEIGHT  -        958.223 (meters)     3143.77  (feet) COMP
 PU1904  MODELED GRAVITY -    980,332.1   (mgal)                       NAVD 88
 PU1904
 PU1904  VERT ORDER      -  SECOND    CLASS 0
 PU1904
 PU1904.The horizontal coordinates were scaled from a map and have
 PU1904.an estimated accuracy of +/- 6 seconds.
 PU1904
 PU1904.The orthometric height was determined by differential leveling and
 PU1904.adjusted by the NATIONAL GEODETIC SURVEY
 PU1904.in June 1991.
 PU1904
 PU1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1904.GEOID18 height accuracy estimate available here.
 PU1904
 PU1904.Click photographs - Photos may exist for this station.
 PU1904
 PU1904.The dynamic height is computed by dividing the NAVD 88
 PU1904.geopotential number by the normal gravity value computed on the
 PU1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1904.degrees latitude (g = 980.6199 gals.).
 PU1904
 PU1904.The modeled gravity was interpolated from observed gravity values.
 PU1904
 PU1904;                    North         East    Units  Estimated Accuracy
 PU1904;SPC SD N     -   126,030.      312,290.      MT  (+/- 180 meters Scaled)
 PU1904
 PU1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK069737(NAD 83)
 PU1904
 PU1904                          SUPERSEDED SURVEY CONTROL
 PU1904
 PU1904  NGVD 29 (??/??/92)  957.98   (m)         3143.0    (f) COMPUTED    2 0
 PU1904
 PU1904.Superseded values are not recommended for survey control.
 PU1904
 PU1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1904.See file dsdata.pdf to determine how the superseded data were derived.
 PU1904
 PU1904_MARKER: Z = SEE DESCRIPTION
 PU1904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1904_SP_SET: CONCRETE PEDESTAL
 PU1904_STAMPING: N 11 B 2
 PU1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1904
 PU1904  HISTORY     - Date     Condition        Report By
 PU1904  HISTORY     - UNK      MONUMENTED       USAF
 PU1904  HISTORY     - 1963     GOOD             CGS
 PU1904
 PU1904                          STATION DESCRIPTION
 PU1904
 PU1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1904'22.4 MI NW FROM NISLAND.
 PU1904'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1904'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1904'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1904'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1904'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1904'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1904'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1904'COUNTY ROAD, THENCE 10.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1904'THENCE 0.3 MILE NORTHEAST ACROSS A FIELD, ON THE NORTH SLOPE
 PU1904'OF A RIDGE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1904'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0542 ***********************************************************************
 QS0542  DESIGNATION -  N 119
 QS0542  PID         -  QS0542
 QS0542  STATE/COUNTY-  SD/CORSON
 QS0542  COUNTRY     -  US
 QS0542  USGS QUAD   -  MORRISTOWN (2017)
 QS0542
 QS0542                         *CURRENT SURVEY CONTROL
 QS0542  ______________________________________________________________________
 QS0542* NAD 83(1986) POSITION- 45 56 05.32   (N) 101 43 20.88   (W)   HD_HELD1
 QS0542* NAVD 88 ORTHO HEIGHT -   684.128 (meters)     2244.51  (feet) ADJUSTED
 QS0542  ______________________________________________________________________
 QS0542  GEOID HEIGHT    -        -19.786 (meters)                     GEOID18
 QS0542  DYNAMIC HEIGHT  -        684.064 (meters)     2244.30  (feet) COMP
 QS0542  MODELED GRAVITY -    980,499.8   (mgal)                       NAVD 88
 QS0542
 QS0542  VERT ORDER      -  SECOND    CLASS 0
 QS0542
 QS0542.The horizontal coordinates were determined by differentially corrected
 QS0542.hand held GPS observations or other comparable positioning techniques
 QS0542.and have an estimated accuracy of +/- 3 meters.
 QS0542
 QS0542.The orthometric height was determined by differential leveling and
 QS0542.adjusted by the NATIONAL GEODETIC SURVEY
 QS0542.in June 1991.
 QS0542
 QS0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0542.GEOID18 height accuracy estimate available here.
 QS0542
 QS0542.Click photographs - Photos may exist for this station.
 QS0542
 QS0542.The dynamic height is computed by dividing the NAVD 88
 QS0542.geopotential number by the normal gravity value computed on the
 QS0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0542.degrees latitude (g = 980.6199 gals.).
 QS0542
 QS0542.The modeled gravity was interpolated from observed gravity values.
 QS0542
 QS0542;                    North         East    Units  Estimated Accuracy
 QS0542;SPC SD N     -   234,957.1     466,417.7     MT  (+/- 3 meters HH1 GPS) 
 QS0542
 QS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8894890408(NAD 83)
 QS0542
 QS0542                          SUPERSEDED SURVEY CONTROL
 QS0542
 QS0542  NGVD 29 (??/??/92)  683.662  (m)         2242.98   (f) ADJ UNCH    2 0
 QS0542
 QS0542.Superseded values are not recommended for survey control.
 QS0542
 QS0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0542.See file dsdata.pdf to determine how the superseded data were derived.
 QS0542
 QS0542_MARKER: DB = BENCH MARK DISK
 QS0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0542_STAMPING: N 119 1934
 QS0542_MARK LOGO: CGS
 QS0542_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0542+STABILITY: SURFACE MOTION
 QS0542
 QS0542  HISTORY     - Date     Condition        Report By
 QS0542  HISTORY     - 1934     MONUMENTED       CGS
 QS0542  HISTORY     - 1948     GOOD             CGS
 QS0542  HISTORY     - 20050706 GOOD             NDWC
 QS0542
 QS0542                          STATION DESCRIPTION
 QS0542
 QS0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0542'AT MORRISTOWN.
 QS0542'AT MORRISTOWN, CORSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 QS0542'PAUL AND PACIFIC RAILROAD, 395 FEET WEST OF THE WEST WALL OF
 QS0542'THE STATION, 264 FEET WEST OF THE CENTER OF A GRADED COUNTY-ROAD
 QS0542'CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AT THE
 QS0542'INTERSECTION OF A ROW OF POWER-TRANSMISSION LINE POLES AND
 QS0542'ANOTHER ROW OF POLES, 27 FEET SOUTHEAST OF THE ROW OF
 QS0542'POWER-TRANSMISSION LINE POLES, AND 18.5 FEET WEST OF THE OTHER
 QS0542'ROW OF POLES.  A STANDARD DISK, STAMPED N 119 1934 AND SET IN
 QS0542'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0542
 QS0542                          STATION RECOVERY (1948)
 QS0542
 QS0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0542'RECOVERED IN GOOD CONDITION.
 QS0542
 QS0542                          STATION RECOVERY (2005)
 QS0542
 QS0542'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2005 (MSW)
 QS0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0506 ***********************************************************************
 OT0506  DESIGNATION -  N 12
 OT0506  PID         -  OT0506
 OT0506  STATE/COUNTY-  SD/FALL RIVER
 OT0506  COUNTRY     -  US
 OT0506  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0506
 OT0506                         *CURRENT SURVEY CONTROL
 OT0506  ______________________________________________________________________
 OT0506* NAD 83(1986) POSITION- 43 26 42.     (N) 103 30 14.     (W)   SCALED
 OT0506* NAVD 88 ORTHO HEIGHT -  1096.326 (meters)     3596.86  (feet) POSTED
 OT0506  ______________________________________________________________________
 OT0506  GEOID HEIGHT    -        -15.399 (meters)                     GEOID18
 OT0506  DYNAMIC HEIGHT  -       1095.87  (meters)     3595.4   (feet) COMP
 OT0506  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 OT0506
 OT0506  VERT ORDER      -  * POSTED, SEE BELOW
 OT0506
 OT0506.The horizontal coordinates were scaled from a map and have
 OT0506.an estimated accuracy of +/- 6 seconds.
 OT0506
 OT0506.The orthometric height was determined by differential leveling
 OT0506.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0506
 OT0506.* This is a POSTED BENCH MARK height.
 OT0506
 OT0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0506.GEOID18 height accuracy estimate available here.
 OT0506
 OT0506.Click photographs - Photos may exist for this station.
 OT0506
 OT0506.The dynamic height is computed by dividing the NAVD 88
 OT0506.geopotential number by the normal gravity value computed on the
 OT0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0506.degrees latitude (g = 980.6199 gals.).
 OT0506
 OT0506.The modeled gravity was interpolated from observed gravity values.
 OT0506
 OT0506;                    North         East    Units  Estimated Accuracy
 OT0506;SPC SD S     -   128,390.      343,430.      MT  (+/- 180 meters Scaled)
 OT0506
 OT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ210113(NAD 83)
 OT0506
 OT0506                          SUPERSEDED SURVEY CONTROL
 OT0506
 OT0506  NGVD 29 (??/??/92) 1095.817  (m)         3595.19   (f) ADJ UNCH    1 2
 OT0506
 OT0506.Superseded values are not recommended for survey control.
 OT0506
 OT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0506.See file dsdata.pdf to determine how the superseded data were derived.
 OT0506
 OT0506_MARKER: DB = BENCH MARK DISK
 OT0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0506_STAMPING: N 12 1926
 OT0506_MARK LOGO: CGS
 OT0506_PROJECTION: FLUSH
 OT0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0506+STABILITY: SURFACE MOTION
 OT0506
 OT0506  HISTORY     - Date     Condition        Report By
 OT0506  HISTORY     - 1926     MONUMENTED       CGS
 OT0506  HISTORY     - 1963     GOOD             CGS
 OT0506
 OT0506                          STATION DESCRIPTION
 OT0506
 OT0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0506'2.6 MI NW FROM HOT SPRINGS.
 OT0506'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE
 OT0506'HIGHWAY 87 FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2
 OT0506'MILE NORTHWEST ALONG NORTH RIVER STREET, THENCE 1.5 MILES WEST
 OT0506'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT A CROSSING
 OT0506'OF THE RAILROAD AND A ROAD, 0.2 MILE SOUTH OF MILE POST 11, 26
 OT0506'FEET NORTHEAST OF THE NORTHEAST RAIL, 43 FEET NORTH-NORTHWEST
 OT0506'OF THE CENTER OF THE CROSSING, 4 1/2 FEET SOUTH OF A FENCE, 1.2
 OT0506'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 OT0506'OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 OT0506'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0013 ***********************************************************************
 QT0013  DESIGNATION -  N 120
 QT0013  PID         -  QT0013
 QT0013  STATE/COUNTY-  SD/PERKINS
 QT0013  COUNTRY     -  US
 QT0013  USGS QUAD   -  MEADOW NW (2017)
 QT0013
 QT0013                         *CURRENT SURVEY CONTROL
 QT0013  ______________________________________________________________________
 QT0013* NAD 83(1986) POSITION- 45 38 00.     (N) 102 10 39.     (W)   SCALED
 QT0013* NAVD 88 ORTHO HEIGHT -   762.948 (meters)     2503.11  (feet) ADJUSTED
 QT0013  ______________________________________________________________________
 QT0013  GEOID HEIGHT    -        -18.856 (meters)                     GEOID18
 QT0013  DYNAMIC HEIGHT  -        762.840 (meters)     2502.75  (feet) COMP
 QT0013  MODELED GRAVITY -    980,449.0   (mgal)                       NAVD 88
 QT0013
 QT0013  VERT ORDER      -  SECOND    CLASS 0
 QT0013
 QT0013.The horizontal coordinates were scaled from a map and have
 QT0013.an estimated accuracy of +/- 6 seconds.
 QT0013
 QT0013.The orthometric height was determined by differential leveling and
 QT0013.adjusted by the NATIONAL GEODETIC SURVEY
 QT0013.in June 1991.
 QT0013
 QT0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0013.GEOID18 height accuracy estimate available here.
 QT0013
 QT0013.Click photographs - Photos may exist for this station.
 QT0013
 QT0013.The dynamic height is computed by dividing the NAVD 88
 QT0013.geopotential number by the normal gravity value computed on the
 QT0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0013.degrees latitude (g = 980.6199 gals.).
 QT0013
 QT0013.The modeled gravity was interpolated from observed gravity values.
 QT0013
 QT0013;                    North         East    Units  Estimated Accuracy
 QT0013;SPC SD N     -   202,310.      430,240.      MT  (+/- 180 meters Scaled)
 QT0013
 QT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL199571(NAD 83)
 QT0013
 QT0013                          SUPERSEDED SURVEY CONTROL
 QT0013
 QT0013  NGVD 29 (??/??/92)  762.493  (m)         2501.61   (f) ADJ UNCH    2 0
 QT0013
 QT0013.Superseded values are not recommended for survey control.
 QT0013
 QT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0013.See file dsdata.pdf to determine how the superseded data were derived.
 QT0013
 QT0013_MARKER: DB = BENCH MARK DISK
 QT0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0013_STAMPING: N 120 1934
 QT0013_MARK LOGO: CGS
 QT0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0013+STABILITY: SURFACE MOTION
 QT0013
 QT0013  HISTORY     - Date     Condition        Report By
 QT0013  HISTORY     - 1934     MONUMENTED       CGS
 QT0013  HISTORY     - 1938     GOOD             CGS
 QT0013  HISTORY     - 20190709 MARK NOT FOUND   USFS
 QT0013
 QT0013                          STATION DESCRIPTION
 QT0013
 QT0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0013'9.5 MI NE FROM MEADOW.
 QT0013'ALONG STATE HIGHWAY NO. 73, 9.5 MILES NORTH AND EAST OF MEADOW, 7.5
 QT0013'MILES NORTH OF THE INTERSECTION OF STATE HIGHWAYS NO. 73 AND NO.
 QT0013'8, 42 FEET EAST OF THE CENTER OF THE HIGHWAY, 180 FEET SOUTH OF A
 QT0013'CONCRETE BRIDGE, 5.2 FEET NORTHEAST OF A CORNER FENCE POST, 2.5
 QT0013'FEET NORTH OF AN EAST-WEST FENCE.  A STANDARD DISK SET IN THE TOP
 QT0013'OF A CONCRETE POST.
 QT0013
 QT0013                          STATION RECOVERY (2019)
 QT0013
 QT0013'RECOVERY NOTE BY US FOREST SERVICE 2019 (MA)
 QT0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1220 ***********************************************************************
 PU1220  DESIGNATION -  N 121
 PU1220  PID         -  PU1220
 PU1220  STATE/COUNTY-  SD/BUTTE
 PU1220  COUNTRY     -  US
 PU1220  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1220
 PU1220                         *CURRENT SURVEY CONTROL
 PU1220  ______________________________________________________________________
 PU1220* NAD 83(1986) POSITION- 44 43 01.     (N) 103 13 27.     (W)   SCALED
 PU1220* NAVD 88 ORTHO HEIGHT -   899.701 (meters)     2951.77  (feet) ADJUSTED
 PU1220  ______________________________________________________________________
 PU1220  GEOID HEIGHT    -        -16.803 (meters)                     GEOID18
 PU1220  DYNAMIC HEIGHT  -        899.469 (meters)     2951.01  (feet) COMP
 PU1220  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 PU1220
 PU1220  VERT ORDER      -  SECOND    CLASS 0
 PU1220
 PU1220.The horizontal coordinates were scaled from a map and have
 PU1220.an estimated accuracy of +/- 6 seconds.
 PU1220
 PU1220.The orthometric height was determined by differential leveling and
 PU1220.adjusted by the NATIONAL GEODETIC SURVEY
 PU1220.in June 1991.
 PU1220
 PU1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1220.GEOID18 height accuracy estimate available here.
 PU1220
 PU1220.Click photographs - Photos may exist for this station.
 PU1220
 PU1220.The dynamic height is computed by dividing the NAVD 88
 PU1220.geopotential number by the normal gravity value computed on the
 PU1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1220.degrees latitude (g = 980.6199 gals.).
 PU1220
 PU1220.The modeled gravity was interpolated from observed gravity values.
 PU1220
 PU1220;                    North         East    Units  Estimated Accuracy
 PU1220;SPC SD N     -   103,280.      344,620.      MT  (+/- 180 meters Scaled)
 PU1220
 PU1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK406530(NAD 83)
 PU1220
 PU1220                          SUPERSEDED SURVEY CONTROL
 PU1220
 PU1220  NGVD 29 (??/??/92)  899.357  (m)         2950.64   (f) ADJ UNCH    2 0
 PU1220
 PU1220.Superseded values are not recommended for survey control.
 PU1220
 PU1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1220.See file dsdata.pdf to determine how the superseded data were derived.
 PU1220
 PU1220_MARKER: DB = BENCH MARK DISK
 PU1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1220_STAMPING: N 121 1934
 PU1220_MARK LOGO: CGS
 PU1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1220+STABILITY: SURFACE MOTION
 PU1220
 PU1220  HISTORY     - Date     Condition        Report By
 PU1220  HISTORY     - 1934     MONUMENTED       CGS
 PU1220  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1220
 PU1220                          STATION DESCRIPTION
 PU1220
 PU1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1220'9.8 MI E FROM NEWELL.
 PU1220'9.8 MILES EAST OF THE JUNCTION OF U.S. HY. 212 AND STATE HY. 79,
 PU1220'4.4 MILES EAST OF WILLOW CREEK BRIDGE, 54 FT. NORTH OF CENTERLINE
 PU1220'OF U.S. HY. 212.  STANDARD-TABLET SET IN TOP OF CONCRETE POST
 PU1220'4 IN HIGH.  MARK IS STAMPED N 121 1934.
 PU1220
 PU1220                          STATION RECOVERY (1963)
 PU1220
 PU1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0181 ***********************************************************************
 QT0181  DESIGNATION -  N 122
 QT0181  PID         -  QT0181
 QT0181  STATE/COUNTY-  SD/MEADE
 QT0181  COUNTRY     -  US
 QT0181  USGS QUAD   -  CEDAR CANYON (2017)
 QT0181
 QT0181                         *CURRENT SURVEY CONTROL
 QT0181  ______________________________________________________________________
 QT0181* NAD 83(1986) POSITION- 45 01 23.     (N) 102 39 05.     (W)   SCALED
 QT0181* NAVD 88 ORTHO HEIGHT -   922.799 (meters)     3027.55  (feet) ADJUSTED
 QT0181  ______________________________________________________________________
 QT0181  GEOID HEIGHT    -        -17.888 (meters)                     GEOID18
 QT0181  DYNAMIC HEIGHT  -        922.592 (meters)     3026.87  (feet) COMP
 QT0181  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 QT0181
 QT0181  VERT ORDER      -  SECOND    CLASS 0
 QT0181
 QT0181.The horizontal coordinates were scaled from a map and have
 QT0181.an estimated accuracy of +/- 6 seconds.
 QT0181
 QT0181.The orthometric height was determined by differential leveling and
 QT0181.adjusted by the NATIONAL GEODETIC SURVEY
 QT0181.in June 1991.
 QT0181
 QT0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0181.GEOID18 height accuracy estimate available here.
 QT0181
 QT0181.Click photographs - Photos may exist for this station.
 QT0181
 QT0181.The dynamic height is computed by dividing the NAVD 88
 QT0181.geopotential number by the normal gravity value computed on the
 QT0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0181.degrees latitude (g = 980.6199 gals.).
 QT0181
 QT0181.The modeled gravity was interpolated from observed gravity values.
 QT0181
 QT0181;                    North         East    Units  Estimated Accuracy
 QT0181;SPC SD N     -   135,630.      391,080.      MT  (+/- 180 meters Scaled)
 QT0181
 QT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK850881(NAD 83)
 QT0181
 QT0181                          SUPERSEDED SURVEY CONTROL
 QT0181
 QT0181  NGVD 29 (??/??/92)  922.316  (m)         3025.97   (f) ADJ UNCH    2 0
 QT0181
 QT0181.Superseded values are not recommended for survey control.
 QT0181
 QT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0181.See file dsdata.pdf to determine how the superseded data were derived.
 QT0181
 QT0181_MARKER: DB = BENCH MARK DISK
 QT0181_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0181_STAMPING: N 122 1934
 QT0181_MARK LOGO: CGS
 QT0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0181
 QT0181  HISTORY     - Date     Condition        Report By
 QT0181  HISTORY     - 1934     MONUMENTED       CGS
 QT0181
 QT0181                          STATION DESCRIPTION
 QT0181
 QT0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0181'2 MI E FROM CEDAR CANYON.
 QT0181'IS LOCATED 2.0 MILES EAST OF THE POST OFFICE AT CEDAR CANYON,
 QT0181'AT THE SOUTHEAST CORNER OF A CHURCH YARD, 0.2 MILES EAST OF A
 QT0181'ROAD CROSSING HIGHWAY, 90 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 QT0181'CHURCH BUILDING, 84 FEET EAST OF CENTERLINE OF DRIVEWAY TO CHURCH,
 QT0181'34 FEET NORTH OF CENTERLINE OF HIGHWAY, 2.5 FEET WEST OF SOUTHEAST
 QT0181'CHURCHYARD CORNER POST AND 0.8 OF FOOT SOUTH OF FENCE LINE.
 QT0181'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0182 ***********************************************************************
 QT0182  DESIGNATION -  N 122 RESET
 QT0182  PID         -  QT0182
 QT0182  STATE/COUNTY-  SD/MEADE
 QT0182  COUNTRY     -  US
 QT0182  USGS QUAD   -  CEDAR CANYON (2017)
 QT0182
 QT0182                         *CURRENT SURVEY CONTROL
 QT0182  ______________________________________________________________________
 QT0182* NAD 83(1986) POSITION- 45 01 22.     (N) 102 39 08.     (W)   SCALED
 QT0182* NAVD 88 ORTHO HEIGHT -   922.415 (meters)     3026.29  (feet) ADJUSTED
 QT0182  ______________________________________________________________________
 QT0182  GEOID HEIGHT    -        -17.886 (meters)                     GEOID18
 QT0182  DYNAMIC HEIGHT  -        922.209 (meters)     3025.61  (feet) COMP
 QT0182  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 QT0182
 QT0182  VERT ORDER      -  FIRST     CLASS II
 QT0182
 QT0182.The horizontal coordinates were scaled from a map and have
 QT0182.an estimated accuracy of +/- 6 seconds.
 QT0182
 QT0182.The orthometric height was determined by differential leveling and
 QT0182.adjusted by the NATIONAL GEODETIC SURVEY
 QT0182.in July 1998.
 QT0182
 QT0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0182.GEOID18 height accuracy estimate available here.
 QT0182
 QT0182.Click photographs - Photos may exist for this station.
 QT0182
 QT0182.The dynamic height is computed by dividing the NAVD 88
 QT0182.geopotential number by the normal gravity value computed on the
 QT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0182.degrees latitude (g = 980.6199 gals.).
 QT0182
 QT0182.The modeled gravity was interpolated from observed gravity values.
 QT0182
 QT0182;                    North         East    Units  Estimated Accuracy
 QT0182;SPC SD N     -   135,600.      391,010.      MT  (+/- 180 meters Scaled)
 QT0182
 QT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849881(NAD 83)
 QT0182
 QT0182                          SUPERSEDED SURVEY CONTROL
 QT0182
 QT0182  NAVD 88 (06/15/91)  922.331  (m)         3026.01   (f) SUPERSEDED  1 2
 QT0182  NGVD 29 (??/??/92)  921.86   (m)         3024.5    (f) COMPUTED    1 2
 QT0182
 QT0182.Superseded values are not recommended for survey control.
 QT0182
 QT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0182.See file dsdata.pdf to determine how the superseded data were derived.
 QT0182
 QT0182_MARKER: DB = BENCH MARK DISK
 QT0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0182_STAMPING: N 122 RESET 1948
 QT0182_MARK LOGO: CGS
 QT0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0182+STABILITY: SURFACE MOTION
 QT0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0182+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0182
 QT0182  HISTORY     - Date     Condition        Report By
 QT0182  HISTORY     - 1948     MONUMENTED       CGS
 QT0182  HISTORY     - 1962     GOOD             CGS
 QT0182  HISTORY     - 19960425 GOOD             NGS
 QT0182
 QT0182                          STATION DESCRIPTION
 QT0182
 QT0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0182'2.9 MI W FROM MAURINE.
 QT0182'2.9 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0182'60.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PRAIRIE HOME CHURCH,
 QT0182'73 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTHWEST
 QT0182'OF A FENCE CORNER, 91 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY TO
 QT0182'CHURCH, 19 FEET EAST OF A POWER POLE BEARING A TRANSFORMER,
 QT0182'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 QT0182'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 QT0182
 QT0182                          STATION RECOVERY (1996)
 QT0182
 QT0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0182'18.2 KM (11.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0182'OFFICE IN MUD BUTTE, 536.0 M (1758.5 FT) EAST OF MILEPOST 84, 36.1 M
 QT0182'(118.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.3 M (60.0 FT) SOUTHEAST
 QT0182'OF THE SOUTHEAST CORNER OF PRAIRIE HOME CHURCH, 10.0 M (32.8 FT)
 QT0182'NORTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH YARD, 5.7 M (18.7 FT)
 QT0182'EAST OF A UTILITY POLE WITH A GUY CABLE, 5.2 M (17.1 FT) NORTH OF A
 QT0182'WITNESS POST AND FENCE, 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 QT0182'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT
 QT0182'HAS BEEN HIT BAY A MOWER AND PART OF THE DISK SHAVED OFF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0525 ***********************************************************************
 QS0525  DESIGNATION -  N 123
 QS0525  PID         -  QS0525
 QS0525  STATE/COUNTY-  SD/ZIEBACH
 QS0525  COUNTRY     -  US
 QS0525  USGS QUAD   -  RED ELM (2017)
 QS0525
 QS0525                         *CURRENT SURVEY CONTROL
 QS0525  ______________________________________________________________________
 QS0525* NAD 83(1986) POSITION- 45 02 26.     (N) 101 51 27.     (W)   SCALED
 QS0525* NAVD 88 ORTHO HEIGHT -   785.164 (meters)     2575.99  (feet) ADJUSTED
 QS0525  ______________________________________________________________________
 QS0525  GEOID HEIGHT    -        -19.863 (meters)                     GEOID18
 QS0525  DYNAMIC HEIGHT  -        785.016 (meters)     2575.51  (feet) COMP
 QS0525  MODELED GRAVITY -    980,401.6   (mgal)                       NAVD 88
 QS0525
 QS0525  VERT ORDER      -  SECOND    CLASS 0
 QS0525
 QS0525.The horizontal coordinates were scaled from a map and have
 QS0525.an estimated accuracy of +/- 6 seconds.
 QS0525
 QS0525.The orthometric height was determined by differential leveling and
 QS0525.adjusted by the NATIONAL GEODETIC SURVEY
 QS0525.in June 1991.
 QS0525
 QS0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0525.GEOID18 height accuracy estimate available here.
 QS0525
 QS0525.Click photographs - Photos may exist for this station.
 QS0525
 QS0525.The dynamic height is computed by dividing the NAVD 88
 QS0525.geopotential number by the normal gravity value computed on the
 QS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0525.degrees latitude (g = 980.6199 gals.).
 QS0525
 QS0525.The modeled gravity was interpolated from observed gravity values.
 QS0525
 QS0525;                    North         East    Units  Estimated Accuracy
 QS0525;SPC SD N     -   135,830.      453,670.      MT  (+/- 180 meters Scaled)
 QS0525
 QS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ749914(NAD 83)
 QS0525
 QS0525                          SUPERSEDED SURVEY CONTROL
 QS0525
 QS0525  NGVD 29 (??/??/92)  784.714  (m)         2574.52   (f) ADJ UNCH    2 0
 QS0525
 QS0525.Superseded values are not recommended for survey control.
 QS0525
 QS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0525.See file dsdata.pdf to determine how the superseded data were derived.
 QS0525
 QS0525_MARKER: DB = BENCH MARK DISK
 QS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0525_STAMPING: N 123 1934
 QS0525_MARK LOGO: CGS
 QS0525_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0525+STABILITY: SURFACE MOTION
 QS0525
 QS0525  HISTORY     - Date     Condition        Report By
 QS0525  HISTORY     - 1934     MONUMENTED       CGS
 QS0525  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0525
 QS0525                          STATION DESCRIPTION
 QS0525
 QS0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0525'10.1 MI E FROM FAITH.
 QS0525'IN ZIEBACH COUNTY, 10.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 QS0525'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT FAITH, MEADE
 QS0525'COUNTY, 2.3 MILES EAST OF THE STATION AT ARROWHEAD, ZIEBACH
 QS0525'COUNTY, 214 FEET WEST OF MILESPOST 96, 745 FEET EAST OF A
 QS0525'3-FOOT EAST-IRON PIPE CULVERT UNDER THE TRACK, 32.2 FEET NORTH
 QS0525'OF THE NORTH RAIL, AND 55 FEET SOUTH OF THE CENTER LINE OF
 QS0525'U.S. HIGHWAY 212.  A STANDARD DISK, STAMPED N 123 1934 AND SET
 QS0525'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0525
 QS0525                          STATION RECOVERY (1976)
 QS0525
 QS0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0525'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0272 ***********************************************************************
 QT0272  DESIGNATION -  N 124
 QT0272  PID         -  QT0272
 QT0272  STATE/COUNTY-  SD/BUTTE
 QT0272  COUNTRY     -  US
 QT0272  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0272
 QT0272                         *CURRENT SURVEY CONTROL
 QT0272  ______________________________________________________________________
 QT0272* NAD 83(1986) POSITION- 45 09 54.     (N) 103 24 22.     (W)   SCALED
 QT0272* NAVD 88 ORTHO HEIGHT -   898.680 (meters)     2948.42  (feet) ADJUSTED
 QT0272  ______________________________________________________________________
 QT0272  GEOID HEIGHT    -        -16.460 (meters)                     GEOID18
 QT0272  DYNAMIC HEIGHT  -        898.492 (meters)     2947.80  (feet) COMP
 QT0272  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 QT0272
 QT0272  VERT ORDER      -  SECOND    CLASS 0
 QT0272
 QT0272.The horizontal coordinates were scaled from a map and have
 QT0272.an estimated accuracy of +/- 6 seconds.
 QT0272
 QT0272.The orthometric height was determined by differential leveling and
 QT0272.adjusted by the NATIONAL GEODETIC SURVEY
 QT0272.in June 1991.
 QT0272
 QT0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0272.GEOID18 height accuracy estimate available here.
 QT0272
 QT0272.Click photographs - Photos may exist for this station.
 QT0272
 QT0272.The dynamic height is computed by dividing the NAVD 88
 QT0272.geopotential number by the normal gravity value computed on the
 QT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0272.degrees latitude (g = 980.6199 gals.).
 QT0272
 QT0272.The modeled gravity was interpolated from observed gravity values.
 QT0272
 QT0272;                    North         East    Units  Estimated Accuracy
 QT0272;SPC SD N     -   153,610.      332,310.      MT  (+/- 180 meters Scaled)
 QT0272
 QT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL252025(NAD 83)
 QT0272
 QT0272                          SUPERSEDED SURVEY CONTROL
 QT0272
 QT0272  NGVD 29 (??/??/92)  898.201  (m)         2946.85   (f) ADJ UNCH    2 0
 QT0272
 QT0272.Superseded values are not recommended for survey control.
 QT0272
 QT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0272.See file dsdata.pdf to determine how the superseded data were derived.
 QT0272
 QT0272_MARKER: DB = BENCH MARK DISK
 QT0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0272_STAMPING: N 124 1934
 QT0272_MARK LOGO: CGS
 QT0272_PROJECTION: PROJECTING 8 CENTIMETERS
 QT0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0272+STABILITY: SURFACE MOTION
 QT0272
 QT0272  HISTORY     - Date     Condition        Report By
 QT0272  HISTORY     - 1934     MONUMENTED       CGS
 QT0272  HISTORY     - 1973     GOOD             USGS
 QT0272
 QT0272                          STATION DESCRIPTION
 QT0272
 QT0272'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0272'3.6 MI SE FROM MASON.
 QT0272'REDIG POSTOFFICE, HARDING CO., THENCE 5.0 MI. S. ALONG U.S. HWY.
 QT0272'85 TO X-RD., THENCE SOUTH AND EAST ON CO. ROAD 3.2 MILES.  ABOUT
 QT0272'0.3 MI. S. OF A RIGHT ANGLE CURVE TO THE SOUTH.  MOREAU SCHOOL,
 QT0272'BUTTE CO., THENCE 3.5 MILES NORTH OF.  610 FT. S. OF A CULVERT,
 QT0272'35 FT. W. OF AND 1.2 FT. LOWER THAN CENTER LINE OF ROAD.  A
 QT0272'STANDARD DISK STAMPED N 124 1934 AND SET IN TOP OF A CONCRETE
 QT0272'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0065 ***********************************************************************
 QT0065  DESIGNATION -  N 125
 QT0065  PID         -  QT0065
 QT0065  STATE/COUNTY-  SD/PERKINS
 QT0065  COUNTRY     -  US
 QT0065  USGS QUAD   -  FAITH (2017)
 QT0065
 QT0065                         *CURRENT SURVEY CONTROL
 QT0065  ______________________________________________________________________
 QT0065* NAD 83(1986) POSITION- 45 03 52.     (N) 102 06 40.     (W)   SCALED
 QT0065* NAVD 88 ORTHO HEIGHT -   776.951 (meters)     2549.05  (feet) ADJUSTED
 QT0065  ______________________________________________________________________
 QT0065  GEOID HEIGHT    -        -19.224 (meters)                     GEOID18
 QT0065  DYNAMIC HEIGHT  -        776.803 (meters)     2548.56  (feet) COMP
 QT0065  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 QT0065
 QT0065  VERT ORDER      -  SECOND    CLASS 0
 QT0065
 QT0065.The horizontal coordinates were scaled from a map and have
 QT0065.an estimated accuracy of +/- 6 seconds.
 QT0065
 QT0065.The orthometric height was determined by differential leveling and
 QT0065.adjusted by the NATIONAL GEODETIC SURVEY
 QT0065.in June 1991.
 QT0065
 QT0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0065.GEOID18 height accuracy estimate available here.
 QT0065
 QT0065.Click photographs - Photos may exist for this station.
 QT0065
 QT0065.The dynamic height is computed by dividing the NAVD 88
 QT0065.geopotential number by the normal gravity value computed on the
 QT0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0065.degrees latitude (g = 980.6199 gals.).
 QT0065
 QT0065.The modeled gravity was interpolated from observed gravity values.
 QT0065
 QT0065;                    North         East    Units  Estimated Accuracy
 QT0065;SPC SD N     -   138,970.      433,760.      MT  (+/- 180 meters Scaled)
 QT0065
 QT0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK274941(NAD 83)
 QT0065
 QT0065                          SUPERSEDED SURVEY CONTROL
 QT0065
 QT0065  NGVD 29 (??/??/92)  776.504  (m)         2547.58   (f) ADJ UNCH    2 0
 QT0065
 QT0065.Superseded values are not recommended for survey control.
 QT0065
 QT0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0065.See file dsdata.pdf to determine how the superseded data were derived.
 QT0065
 QT0065_MARKER: DB = BENCH MARK DISK
 QT0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0065_STAMPING: N 125 1934
 QT0065_MARK LOGO: CGS
 QT0065_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0065+STABILITY: SURFACE MOTION
 QT0065
 QT0065  HISTORY     - Date     Condition        Report By
 QT0065  HISTORY     - 1934     MONUMENTED       CGS
 QT0065  HISTORY     - 1963     GOOD             CGS
 QT0065
 QT0065                          STATION DESCRIPTION
 QT0065
 QT0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0065'6.4 MI NW FROM FAITH.
 QT0065'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0065'FAITH, THENCE 3.45 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 QT0065'2.3 MILES NORTH ALONG STATE HIGHWAY 73, THENCE 0.5 MILE NORTH
 QT0065'ALONG AN OLD ROAD GRADE TO THE CREST OF A HILL, ABOUT 0.5 MILE
 QT0065'SOUTH OF A FARMHOUSE, 103 YARD SOUTH OF A GATE, 50 FEET WEST OF A
 QT0065'POWER POLE, 51 FEET EAST OF THE CENTER LINE OF THE OLD ROAD
 QT0065'GRADE, 9 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 QT0065'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0849 ***********************************************************************
 PT0849  DESIGNATION -  N 126
 PT0849  PID         -  PT0849
 PT0849  STATE/COUNTY-  SD/HAAKON
 PT0849  COUNTRY     -  US
 PT0849  USGS QUAD   -  BRIDGER (2017)
 PT0849
 PT0849                         *CURRENT SURVEY CONTROL
 PT0849  ______________________________________________________________________
 PT0849* NAD 83(1986) POSITION- 44 31 13.48   (N) 101 59 31.09   (W)   HD_HELD1
 PT0849* NAVD 88 ORTHO HEIGHT -   582.523 (meters)     1911.16  (feet) ADJUSTED
 PT0849  ______________________________________________________________________
 PT0849  GEOID HEIGHT    -        -20.057 (meters)                     GEOID18
 PT0849  DYNAMIC HEIGHT  -        582.397 (meters)     1910.75  (feet) COMP
 PT0849  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 PT0849
 PT0849  VERT ORDER      -  SECOND    CLASS 0
 PT0849
 PT0849.The horizontal coordinates were determined by differentially corrected
 PT0849.hand held GPS observations or other comparable positioning techniques
 PT0849.and have an estimated accuracy of +/- 3 meters.
 PT0849
 PT0849.The orthometric height was determined by differential leveling and
 PT0849.adjusted by the NATIONAL GEODETIC SURVEY
 PT0849.in June 1991.
 PT0849
 PT0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0849.GEOID18 height accuracy estimate available here.
 PT0849
 PT0849.Click photographs - Photos may exist for this station.
 PT0849
 PT0849.The dynamic height is computed by dividing the NAVD 88
 PT0849.geopotential number by the normal gravity value computed on the
 PT0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0849.degrees latitude (g = 980.6199 gals.).
 PT0849
 PT0849.The modeled gravity was interpolated from observed gravity values.
 PT0849
 PT0849;                    North         East    Units  Estimated Accuracy
 PT0849;SPC SD S     -   244,296.7     468,140.1     MT  (+/- 3 meters HH1 GPS) 
 PT0849
 PT0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6222634031(NAD 83)
 PT0849
 PT0849                          SUPERSEDED SURVEY CONTROL
 PT0849
 PT0849  NGVD 29 (??/??/92)  582.081  (m)         1909.71   (f) ADJ UNCH    2 0
 PT0849
 PT0849.Superseded values are not recommended for survey control.
 PT0849
 PT0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0849.See file dsdata.pdf to determine how the superseded data were derived.
 PT0849
 PT0849_MARKER: DB = BENCH MARK DISK
 PT0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0849_SP_SET: BRIDGE
 PT0849_STAMPING: N 126 1934
 PT0849_MARK LOGO: CGS
 PT0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0849
 PT0849  HISTORY     - Date     Condition        Report By
 PT0849  HISTORY     - 1934     MONUMENTED       CGS
 PT0849  HISTORY     - 1962     GOOD             CGS
 PT0849
 PT0849                          STATION DESCRIPTION
 PT0849
 PT0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0849'8.6 MI SE FROM HOWES.
 PT0849'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 PT0849'AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 34 AND
 PT0849'73, THENCE 8.0 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH WAS
 PT0849'FORMERLY HIGHWAY 34 AND 73, AT THE SOUTHEAST END OF THE BRIDGE
 PT0849'OVER THE CHEYENNE RIVER, 10 FEET NORTHEAST OF THE CENTERLINE
 PT0849'OF THE ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 PT0849'IN THE TOP OF THE EAST CONCRETE HEADWALL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0156 ***********************************************************************
 PU0156  DESIGNATION -  N 127
 PU0156  PID         -  PU0156
 PU0156  STATE/COUNTY-  SD/MEADE
 PU0156  COUNTRY     -  US
 PU0156  USGS QUAD   -  WHITE OWL (2017)
 PU0156
 PU0156                         *CURRENT SURVEY CONTROL
 PU0156  ______________________________________________________________________
 PU0156* NAD 83(1986) POSITION- 44 36 16.     (N) 102 23 29.     (W)   SCALED
 PU0156* NAVD 88 ORTHO HEIGHT -   838.202 (meters)     2750.00  (feet) ADJUSTED
 PU0156  ______________________________________________________________________
 PU0156  GEOID HEIGHT    -        -18.855 (meters)                     GEOID18
 PU0156  DYNAMIC HEIGHT  -        837.986 (meters)     2749.29  (feet) COMP
 PU0156  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 PU0156
 PU0156  VERT ORDER      -  FIRST     CLASS II
 PU0156
 PU0156.The horizontal coordinates were scaled from a map and have
 PU0156.an estimated accuracy of +/- 6 seconds.
 PU0156
 PU0156.The orthometric height was determined by differential leveling and
 PU0156.adjusted by the NATIONAL GEODETIC SURVEY
 PU0156.in October 1997.
 PU0156
 PU0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0156.GEOID18 height accuracy estimate available here.
 PU0156
 PU0156.Click photographs - Photos may exist for this station.
 PU0156
 PU0156.The dynamic height is computed by dividing the NAVD 88
 PU0156.geopotential number by the normal gravity value computed on the
 PU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0156.degrees latitude (g = 980.6199 gals.).
 PU0156
 PU0156.The modeled gravity was interpolated from observed gravity values.
 PU0156
 PU0156;                    North         East    Units  Estimated Accuracy
 PU0156;SPC SD N     -    88,490.      410,190.      MT  (+/- 180 meters Scaled)
 PU0156
 PU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK070423(NAD 83)
 PU0156
 PU0156                          SUPERSEDED SURVEY CONTROL
 PU0156
 PU0156  NAVD 88 (06/15/91)  838.185  (m)         2749.95   (f) SUPERSEDED  1 2
 PU0156  NGVD 29 (??/??/92)  837.709  (m)         2748.38   (f) ADJ UNCH    1 2
 PU0156
 PU0156.Superseded values are not recommended for survey control.
 PU0156
 PU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0156.See file dsdata.pdf to determine how the superseded data were derived.
 PU0156
 PU0156_MARKER: DB = BENCH MARK DISK
 PU0156_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0156_STAMPING: N 127 1934
 PU0156_MARK LOGO: CGS
 PU0156_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0156+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0156
 PU0156  HISTORY     - Date     Condition        Report By
 PU0156  HISTORY     - 1934     MONUMENTED       CGS
 PU0156  HISTORY     - 1963     GOOD             CGS
 PU0156  HISTORY     - 1980     GOOD             NGS
 PU0156  HISTORY     - 19950605 GOOD             NGS
 PU0156
 PU0156                          STATION DESCRIPTION
 PU0156
 PU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0156'2.3 MI NE FROM WHITE OWL.
 PU0156'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0156'POST OFFICE AT WHITE OWL, AT THE JUNCTION OF TWO FENCES, 42
 PU0156'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST-NORTHWEST
 PU0156'OF THE FENCE JUNCTION, 11 FEET SOUTHWEST OF A POWER POLE,
 PU0156'1.8 FEET NORTH OF A FENCE, 78 FEET EAST OF THE CENTER OF A
 PU0156'WIRE GATE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PU0156'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU0156'POST PROJECTING 5 INCHES.
 PU0156
 PU0156                          STATION RECOVERY (1980)
 PU0156
 PU0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PU0156'ABOUT 2.25 MILES EAST FROM THE POST OFFICE AND STORE IN WHITE OWL, 75
 PU0156'FEET EAST OF CENTER OF GATE, 42 FEET WORTH OF CENTER OF STATE HIGHWAY
 PU0156'34, 11 FEET SOUTHWEST OF POWER POLE, 3.5 FEET NORTHWEST OF FENCE
 PU0156'CORNER, 3.0 FEET NORTH OF WITNESS POST.
 PU0156
 PU0156                          STATION RECOVERY (1995)
 PU0156
 PU0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0156'23.5 KM (14.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0156'OFFICE IN UNION CENTER, THENCE 0.2 KM (0.10 MI) NORTHEASTERLY ACROSS A
 PU0156'PASTURE, 15.4 M (50.5 FT) NORTH OF AND LEVEL WITH THE CENTER OF AN
 PU0156'ABANDONED ROAD, 3.3 M (10.8 FT) SOUTHWEST OF A T-JUNCTION UTILITY POLE
 PU0156'WITH A GUY CABLE, 0.9 M (3.0 FT) WEST OF A FENCE, 0.9 M (3.0 FT) NORTH
 PU0156'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU0156'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RAYMOND
 PU0156'HOWIE, BOX 81, WHITE OWL, SD 57792, TELEPHONE NUMBER (605) 985-5229.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1182 ***********************************************************************
 PU1182  DESIGNATION -  N 128
 PU1182  PID         -  PU1182
 PU1182  STATE/COUNTY-  SD/MEADE
 PU1182  COUNTRY     -  US
 PU1182  USGS QUAD   -  ELM CREEK (2017)
 PU1182
 PU1182                         *CURRENT SURVEY CONTROL
 PU1182  ______________________________________________________________________
 PU1182* NAD 83(1986) POSITION- 44 29 54.     (N) 103 06 00.     (W)   SCALED
 PU1182* NAVD 88 ORTHO HEIGHT -   792.769 (meters)     2600.94  (feet) ADJUSTED
 PU1182  ______________________________________________________________________
 PU1182  GEOID HEIGHT    -        -17.081 (meters)                     GEOID18
 PU1182  DYNAMIC HEIGHT  -        792.559 (meters)     2600.25  (feet) COMP
 PU1182  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 PU1182
 PU1182  VERT ORDER      -  SECOND    CLASS 0
 PU1182
 PU1182.The horizontal coordinates were scaled from a map and have
 PU1182.an estimated accuracy of +/- 6 seconds.
 PU1182
 PU1182.The orthometric height was determined by differential leveling and
 PU1182.adjusted by the NATIONAL GEODETIC SURVEY
 PU1182.in June 1991.
 PU1182
 PU1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1182.GEOID18 height accuracy estimate available here.
 PU1182
 PU1182.Click photographs - Photos may exist for this station.
 PU1182
 PU1182.The dynamic height is computed by dividing the NAVD 88
 PU1182.geopotential number by the normal gravity value computed on the
 PU1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1182.degrees latitude (g = 980.6199 gals.).
 PU1182
 PU1182.The modeled gravity was interpolated from observed gravity values.
 PU1182
 PU1182;                    North         East    Units  Estimated Accuracy
 PU1182;SPC SD N     -    78,620.      353,520.      MT  (+/- 180 meters Scaled)
 PU1182
 PU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK510289(NAD 83)
 PU1182
 PU1182                          SUPERSEDED SURVEY CONTROL
 PU1182
 PU1182  NGVD 29 (??/??/92)  792.283  (m)         2599.35   (f) ADJ UNCH    2 0
 PU1182
 PU1182.Superseded values are not recommended for survey control.
 PU1182
 PU1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1182.See file dsdata.pdf to determine how the superseded data were derived.
 PU1182
 PU1182_MARKER: DB = BENCH MARK DISK
 PU1182_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1182_STAMPING: N 128 1934
 PU1182_MARK LOGO: CGS
 PU1182_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1182
 PU1182  HISTORY     - Date     Condition        Report By
 PU1182  HISTORY     - 1934     MONUMENTED       CGS
 PU1182  HISTORY     - 1950     GOOD             CGS
 PU1182  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1182
 PU1182                          STATION DESCRIPTION
 PU1182
 PU1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU1182'24.4 MI E FROM STURGIS.
 PU1182'24.4 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1182'AT STURGIS, 2 MILES SOUTHEAST OF THE BRIDGE OVER BELLE FOURCHE
 PU1182'RIVER, 200 YARDS EAST OF FOUR MILE CREEK, 110 YARDS NORTHEAST OF
 PU1182'A FARMHOUSE, 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 PU1182'5 FEET SOUTHWEST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED
 PU1182'N 128 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PU1182'INCHES ABOVE GROUND.
 PU1182
 PU1182                          STATION RECOVERY (1963)
 PU1182
 PU1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0710 ***********************************************************************
 PU0710  DESIGNATION -  N 129
 PU0710  PID         -  PU0710
 PU0710  STATE/COUNTY-  SD/MEADE
 PU0710  COUNTRY     -  US
 PU0710  USGS QUAD   -  ELM SPRINGS (2017)
 PU0710
 PU0710                         *CURRENT SURVEY CONTROL
 PU0710  ______________________________________________________________________
 PU0710* NAD 83(1986) POSITION- 44 18 48.     (N) 102 31 42.     (W)   SCALED
 PU0710* NAVD 88 ORTHO HEIGHT -   819.116 (meters)     2687.38  (feet) ADJUSTED
 PU0710  ______________________________________________________________________
 PU0710  GEOID HEIGHT    -        -18.592 (meters)                     GEOID18
 PU0710  DYNAMIC HEIGHT  -        818.883 (meters)     2686.62  (feet) COMP
 PU0710  MODELED GRAVITY -    980,306.0   (mgal)                       NAVD 88
 PU0710
 PU0710  VERT ORDER      -  SECOND    CLASS 0
 PU0710
 PU0710.The horizontal coordinates were scaled from a map and have
 PU0710.an estimated accuracy of +/- 6 seconds.
 PU0710
 PU0710.The orthometric height was determined by differential leveling and
 PU0710.adjusted by the NATIONAL GEODETIC SURVEY
 PU0710.in June 1991.
 PU0710
 PU0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0710.GEOID18 height accuracy estimate available here.
 PU0710
 PU0710.Click photographs - Photos may exist for this station.
 PU0710
 PU0710.The dynamic height is computed by dividing the NAVD 88
 PU0710.geopotential number by the normal gravity value computed on the
 PU0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0710.degrees latitude (g = 980.6199 gals.).
 PU0710
 PU0710.The modeled gravity was interpolated from observed gravity values.
 PU0710
 PU0710;                    North         East    Units  Estimated Accuracy
 PU0710;SPC SD N     -    56,490.      398,310.      MT  (+/- 180 meters Scaled)
 PU0710
 PU0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK971096(NAD 83)
 PU0710
 PU0710                          SUPERSEDED SURVEY CONTROL
 PU0710
 PU0710  NGVD 29 (??/??/92)  818.649  (m)         2685.85   (f) ADJ UNCH    2 0
 PU0710
 PU0710.Superseded values are not recommended for survey control.
 PU0710
 PU0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0710.See file dsdata.pdf to determine how the superseded data were derived.
 PU0710
 PU0710_MARKER: DB = BENCH MARK DISK
 PU0710_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0710_STAMPING: N 129 1934
 PU0710_MARK LOGO: CGS
 PU0710_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0710
 PU0710  HISTORY     - Date     Condition        Report By
 PU0710  HISTORY     - 1934     MONUMENTED       CGS
 PU0710  HISTORY     - 1954     GOOD             CGS
 PU0710
 PU0710                          STATION DESCRIPTION
 PU0710
 PU0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PU0710'19.4 MI N FROM WASTA.
 PU0710'IN MEADE COUNTY, 19.4 MILES NORTH ALONG THE COUNTY ROAD LEADING
 PU0710'TO ENNING FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 PU0710'AT WASTA, PENNINGTON COUNTY, 65 YARDS NORTH OF THE NORTHWEST
 PU0710'CORNER OF THE POST OFFICE AND STORE AT ELM SPRINGS, MEADE COUNTY,
 PU0710'230 FEET WEST OF THE PROLONGATION OF THE NORTH-AND-SOUTH PORTION
 PU0710'OF THE ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 PU0710'AND 2.5 FEET NORTH OF AN EAST-AND WEST FENCE LINE.  A STANDARD
 PU0710'DISK, STAMPED N 129 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU0710'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0114 ***********************************************************************
 PT0114  DESIGNATION -  N 13
 PT0114  PID         -  PT0114
 PT0114  STATE/COUNTY-  SD/STANLEY
 PT0114  COUNTRY     -  US
 PT0114  USGS QUAD   -  SOUTH OF PIERRE (2017)
 PT0114
 PT0114                         *CURRENT SURVEY CONTROL
 PT0114  ______________________________________________________________________
 PT0114* NAD 83(1986) POSITION- 44 12 33.     (N) 100 19 32.     (W)   SCALED
 PT0114* NAVD 88 ORTHO HEIGHT -   551.577 (meters)     1809.63  (feet) ADJUSTED
 PT0114  ______________________________________________________________________
 PT0114  GEOID HEIGHT    -        -23.936 (meters)                     GEOID18
 PT0114  DYNAMIC HEIGHT  -        551.436 (meters)     1809.17  (feet) COMP
 PT0114  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 PT0114
 PT0114  VERT ORDER      -  FIRST     CLASS II
 PT0114
 PT0114.The horizontal coordinates were scaled from a map and have
 PT0114.an estimated accuracy of +/- 6 seconds.
 PT0114
 PT0114.The orthometric height was determined by differential leveling and
 PT0114.adjusted by the NATIONAL GEODETIC SURVEY
 PT0114.in June 1991.
 PT0114
 PT0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0114.GEOID18 height accuracy estimate available here.
 PT0114
 PT0114.Click photographs - Photos may exist for this station.
 PT0114
 PT0114.The dynamic height is computed by dividing the NAVD 88
 PT0114.geopotential number by the normal gravity value computed on the
 PT0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0114.degrees latitude (g = 980.6199 gals.).
 PT0114
 PT0114.The modeled gravity was interpolated from observed gravity values.
 PT0114
 PT0114;                    North         East    Units  Estimated Accuracy
 PT0114;SPC SD S     -   208,400.      600,620.      MT  (+/- 180 meters Scaled)
 PT0114
 PT0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP940959(NAD 83)
 PT0114
 PT0114                          SUPERSEDED SURVEY CONTROL
 PT0114
 PT0114  NGVD 29 (??/??/92)  551.178  (m)         1808.32   (f) ADJ UNCH    1 2
 PT0114
 PT0114.Superseded values are not recommended for survey control.
 PT0114
 PT0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0114.See file dsdata.pdf to determine how the superseded data were derived.
 PT0114
 PT0114_MARKER: DB = BENCH MARK DISK
 PT0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0114_STAMPING: N 13 1926 1808.323
 PT0114_MARK LOGO: CGS
 PT0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0114+STABILITY: SURFACE MOTION
 PT0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0114+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1986
 PT0114
 PT0114  HISTORY     - Date     Condition        Report By
 PT0114  HISTORY     - 1926     MONUMENTED       CGS
 PT0114  HISTORY     - 1934     GOOD             CGS
 PT0114  HISTORY     - 19860911 SEE DESCRIPTION  NGS
 PT0114
 PT0114                          STATION DESCRIPTION
 PT0114
 PT0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0114'11 MI S FROM FORT PIERRE.
 PT0114'11.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM FORT PIERRE, STANLEY
 PT0114'COUNTY, AT THE NORTHEAST CORNER OF THE INTERSECTION OF THE
 PT0114'SECTION-LINE ROAD LEADING TO MURDO AND DRAPER, 46 FEET EAST OF
 PT0114'THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER LINE
 PT0114'OF THE CROSS ROAD, ON THE EDGE OF A CURVE IN THE HIGHWAY, AND
 PT0114'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 1808.323
 PT0114'N 13 1926 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 PT0114'WITH THE GROUND.  NOTE-- CONCRETE IS CHIPPED SOMEWHERE.  IT
 PT0114'HAS BEEN HIT AND SCRAPED BY A GRADER BUT APPEARS NOT TO HAVE BEEN
 PT0114'HARMED OR MOVED.
 PT0114
 PT0114                          STATION RECOVERY (1986)
 PT0114
 PT0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0114'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0055 ***********************************************************************
 OT0055  DESIGNATION -  N 130
 OT0055  PID         -  OT0055
 OT0055  STATE/COUNTY-  SD/PENNINGTON
 OT0055  COUNTRY     -  US
 OT0055  USGS QUAD   -  WALL SW (2017)
 OT0055
 OT0055                         *CURRENT SURVEY CONTROL
 OT0055  ______________________________________________________________________
 OT0055* NAD 83(1986) POSITION- 43 51 54.55   (N) 102 13 36.22   (W)   HD_HELD1
 OT0055* NAVD 88 ORTHO HEIGHT -   934.020 (meters)     3064.36  (feet) ADJUSTED
 OT0055  ______________________________________________________________________
 OT0055  GEOID HEIGHT    -        -19.070 (meters)                     GEOID18
 OT0055  DYNAMIC HEIGHT  -        933.705 (meters)     3063.33  (feet) COMP
 OT0055  MODELED GRAVITY -    980,250.1   (mgal)                       NAVD 88
 OT0055
 OT0055  VERT ORDER      -  SECOND    CLASS 0
 OT0055
 OT0055.The horizontal coordinates were determined by differentially corrected
 OT0055.hand held GPS observations or other comparable positioning techniques
 OT0055.and have an estimated accuracy of +/- 3 meters.
 OT0055
 OT0055.The orthometric height was determined by differential leveling and
 OT0055.adjusted by the NATIONAL GEODETIC SURVEY
 OT0055.in June 1991.
 OT0055
 OT0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0055.GEOID18 height accuracy estimate available here.
 OT0055
 OT0055.Click photographs - Photos may exist for this station.
 OT0055
 OT0055.The dynamic height is computed by dividing the NAVD 88
 OT0055.geopotential number by the normal gravity value computed on the
 OT0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0055.degrees latitude (g = 980.6199 gals.).
 OT0055
 OT0055.The modeled gravity was interpolated from observed gravity values.
 OT0055
 OT0055;                    North         East    Units  Estimated Accuracy
 OT0055;SPC SD S     -   171,907.8     447,820.5     MT  (+/- 3 meters HH1 GPS) 
 OT0055
 OT0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2285160634(NAD 83)
 OT0055
 OT0055                          SUPERSEDED SURVEY CONTROL
 OT0055
 OT0055  NGVD 29 (??/??/92)  933.55   (m)         3062.8    (f) COMPUTED    2 0
 OT0055
 OT0055.Superseded values are not recommended for survey control.
 OT0055
 OT0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0055.See file dsdata.pdf to determine how the superseded data were derived.
 OT0055
 OT0055_MARKER: DB = BENCH MARK DISK
 OT0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0055_STAMPING: N 130 1934
 OT0055_MARK LOGO: CGS
 OT0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0055+STABILITY: SURFACE MOTION
 OT0055
 OT0055  HISTORY     - Date     Condition        Report By
 OT0055  HISTORY     - 1934     MONUMENTED       CGS
 OT0055  HISTORY     - 1958     MARK NOT FOUND   CGS
 OT0055  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0055
 OT0055                          STATION DESCRIPTION
 OT0055
 OT0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OT0055'9.3 MI S FROM WALL.
 OT0055'9.3 MILES SOUTH ALONG THE ROAD LEADING TO INTERIOR FROM THE
 OT0055'CHICAGO AND NORTH WESTERN RAILWAY STATION AT WALL, PENNINGTON
 OT0055'COUNTY, 0.6 MILE WEST OF A TUNNEL ON THE ROAD, ON THE SLOPE
 OT0055'OF A HILL TO THE SOUTH IN THE BADLANDS, 56 YARDS EAST OF THE POINT
 OT0055'OF A RIDGE COMING UP TO THE EDGE OF THE ROAD, 26 FEET NORTH OF THE
 OT0055'EDGE OF A CANYON, 68 FEET WEST OF A SMALL CEDAR TREE, AND 61
 OT0055'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 OT0055'STAMPED N 130 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0055'4 INCHES ABOVE GROUND.
 OT0055
 OT0055                          STATION RECOVERY (1962)
 OT0055
 OT0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0621 ***********************************************************************
 PU0621  DESIGNATION -  N 131
 PU0621  PID         -  PU0621
 PU0621  STATE/COUNTY-  SD/PENNINGTON
 PU0621  COUNTRY     -  US
 PU0621  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0621
 PU0621                         *CURRENT SURVEY CONTROL
 PU0621  ______________________________________________________________________
 PU0621* NAD 83(1986) POSITION- 44 05 10.     (N) 102 47 40.     (W)   SCALED
 PU0621* NAVD 88 ORTHO HEIGHT -   854.919 (meters)     2804.85  (feet) ADJUSTED
 PU0621  ______________________________________________________________________
 PU0621  GEOID HEIGHT    -        -17.616 (meters)                     GEOID18
 PU0621  DYNAMIC HEIGHT  -        854.647 (meters)     2803.95  (feet) COMP
 PU0621  MODELED GRAVITY -    980,272.5   (mgal)                       NAVD 88
 PU0621
 PU0621  VERT ORDER      -  SECOND    CLASS 0
 PU0621
 PU0621.The horizontal coordinates were scaled from a map and have
 PU0621.an estimated accuracy of +/- 6 seconds.
 PU0621
 PU0621.The orthometric height was determined by differential leveling and
 PU0621.adjusted by the NATIONAL GEODETIC SURVEY
 PU0621.in June 1991.
 PU0621
 PU0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0621.GEOID18 height accuracy estimate available here.
 PU0621
 PU0621.Click photographs - Photos may exist for this station.
 PU0621
 PU0621.The dynamic height is computed by dividing the NAVD 88
 PU0621.geopotential number by the normal gravity value computed on the
 PU0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0621.degrees latitude (g = 980.6199 gals.).
 PU0621
 PU0621.The modeled gravity was interpolated from observed gravity values.
 PU0621
 PU0621;                    North         East    Units  Estimated Accuracy
 PU0621;SPC SD S     -   197,640.      402,930.      MT  (+/- 180 meters Scaled)
 PU0621
 PU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ765838(NAD 83)
 PU0621
 PU0621                          SUPERSEDED SURVEY CONTROL
 PU0621
 PU0621  NGVD 29 (??/??/92)  854.447  (m)         2803.30   (f) ADJ UNCH    2 0
 PU0621
 PU0621.Superseded values are not recommended for survey control.
 PU0621
 PU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0621.See file dsdata.pdf to determine how the superseded data were derived.
 PU0621
 PU0621_MARKER: DB = BENCH MARK DISK
 PU0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0621_STAMPING: N 131 1934
 PU0621_MARK LOGO: CGS
 PU0621_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0621+STABILITY: SURFACE MOTION
 PU0621
 PU0621  HISTORY     - Date     Condition        Report By
 PU0621  HISTORY     - 1934     MONUMENTED       CGS
 PU0621
 PU0621                          STATION DESCRIPTION
 PU0621
 PU0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0621'2 MI E FROM NEW UNDERWOOD.
 PU0621'2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0621'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 46 YARDS EAST OF
 PU0621'MILEPOST 627, 37 YARDS EAST OF WOODEN TRESTLE 1911, 45.8 FEET
 PU0621'NORTH OF THE NORTH RAIL, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 PU0621'FENCE.  A STANDARD DISK, STAMPED N 131 1934 AND SET IN THE TOP OF
 PU0621'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0059 ***********************************************************************
 OT0059  DESIGNATION -  N 133
 OT0059  PID         -  OT0059
 OT0059  STATE/COUNTY-  SD/PENNINGTON
 OT0059  COUNTRY     -  US
 OT0059  USGS QUAD   -  WALL SW (2017)
 OT0059
 OT0059                         *CURRENT SURVEY CONTROL
 OT0059  ______________________________________________________________________
 OT0059* NAD 83(1986) POSITION- 43 51 00.     (N) 102 12 52.     (W)   SCALED
 OT0059* NAVD 88 ORTHO HEIGHT -   840.827 (meters)     2758.61  (feet) ADJUSTED
 OT0059  ______________________________________________________________________
 OT0059  GEOID HEIGHT    -        -19.123 (meters)                     GEOID18
 OT0059  DYNAMIC HEIGHT  -        840.555 (meters)     2757.72  (feet) COMP
 OT0059  MODELED GRAVITY -    980,267.0   (mgal)                       NAVD 88
 OT0059
 OT0059  VERT ORDER      -  SECOND    CLASS 0
 OT0059
 OT0059.The horizontal coordinates were scaled from a map and have
 OT0059.an estimated accuracy of +/- 6 seconds.
 OT0059
 OT0059.The orthometric height was determined by differential leveling and
 OT0059.adjusted by the NATIONAL GEODETIC SURVEY
 OT0059.in June 1991.
 OT0059
 OT0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0059.GEOID18 height accuracy estimate available here.
 OT0059
 OT0059.Click photographs - Photos may exist for this station.
 OT0059
 OT0059.The dynamic height is computed by dividing the NAVD 88
 OT0059.geopotential number by the normal gravity value computed on the
 OT0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0059.degrees latitude (g = 980.6199 gals.).
 OT0059
 OT0059.The modeled gravity was interpolated from observed gravity values.
 OT0059
 OT0059;                    North         East    Units  Estimated Accuracy
 OT0059;SPC SD S     -   170,200.      448,770.      MT  (+/- 180 meters Scaled)
 OT0059
 OT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ238589(NAD 83)
 OT0059
 OT0059                          SUPERSEDED SURVEY CONTROL
 OT0059
 OT0059  NGVD 29 (??/??/92)  840.358  (m)         2757.07   (f) ADJ UNCH    2 0
 OT0059
 OT0059.Superseded values are not recommended for survey control.
 OT0059
 OT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0059.See file dsdata.pdf to determine how the superseded data were derived.
 OT0059
 OT0059_MARKER: DD = SURVEY DISK
 OT0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0059_STAMPING: N 133 1940 2757.04
 OT0059_MARK LOGO: NPS
 OT0059_PROJECTION: PROJECTING 30 CENTIMETERS
 OT0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0059+STABILITY: SURFACE MOTION
 OT0059
 OT0059  HISTORY     - Date     Condition        Report By
 OT0059  HISTORY     - 1940     MONUMENTED       NPS
 OT0059  HISTORY     - 1962     GOOD             CGS
 OT0059
 OT0059                          STATION DESCRIPTION
 OT0059
 OT0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0059'11.2 MI SE FROM WALL.
 OT0059'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0059'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0059'THENCE 10.75 MILES SOUTH ALONG U.S. HIGHWAY 16A, 0.25 MILE
 OT0059'SOUTHEAST OF AN ASPHALT PARKING AREA, 113 FEET SOUTHWEST OF THE
 OT0059'CENTER LINE OF THE HIGHWAY, ON THE CREST OF A BALD HILL, ABOUT
 OT0059'0.15 MILE SOUTHEAST OF A LONE CEDAR TREE LOCATED IN THE BOTTOM
 OT0059'OF A DEEP RAVINE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 OT0059'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0208 ***********************************************************************
 OT0208  DESIGNATION -  N 133
 OT0208  PID         -  OT0208
 OT0208  STATE/COUNTY-  SD/SHANNON
 OT0208  COUNTRY     -  US
 OT0208  USGS QUAD   -  WAKPAMANI (2017)
 OT0208
 OT0208                         *CURRENT SURVEY CONTROL
 OT0208  ______________________________________________________________________
 OT0208* NAD 83(1986) POSITION- 43 03 14.     (N) 102 13 10.     (W)   SCALED
 OT0208* NAVD 88 ORTHO HEIGHT -  1059.224 (meters)     3475.14  (feet) ADJUSTED
 OT0208  ______________________________________________________________________
 OT0208  GEOID HEIGHT    -        -18.579 (meters)                     GEOID18
 OT0208  DYNAMIC HEIGHT  -       1058.751 (meters)     3473.59  (feet) COMP
 OT0208  MODELED GRAVITY -    980,136.5   (mgal)                       NAVD 88
 OT0208
 OT0208  VERT ORDER      -  SECOND    CLASS 0
 OT0208
 OT0208.The horizontal coordinates were scaled from a map and have
 OT0208.an estimated accuracy of +/- 6 seconds.
 OT0208
 OT0208.The orthometric height was determined by differential leveling and
 OT0208.adjusted by the NATIONAL GEODETIC SURVEY
 OT0208.in June 1991.
 OT0208
 OT0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0208.GEOID18 height accuracy estimate available here.
 OT0208
 OT0208.Click photographs - Photos may exist for this station.
 OT0208
 OT0208.The dynamic height is computed by dividing the NAVD 88
 OT0208.geopotential number by the normal gravity value computed on the
 OT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0208.degrees latitude (g = 980.6199 gals.).
 OT0208
 OT0208.The modeled gravity was interpolated from observed gravity values.
 OT0208
 OT0208;                    North         East    Units  Estimated Accuracy
 OT0208;SPC SD S     -    81,790.      446,360.      MT  (+/- 180 meters Scaled)
 OT0208
 OT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH264705(NAD 83)
 OT0208
 OT0208                          SUPERSEDED SURVEY CONTROL
 OT0208
 OT0208  NGVD 29 (??/??/92) 1058.732  (m)         3473.52   (f) ADJ UNCH    2 0
 OT0208
 OT0208.Superseded values are not recommended for survey control.
 OT0208
 OT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0208.See file dsdata.pdf to determine how the superseded data were derived.
 OT0208
 OT0208_MARKER: DB = BENCH MARK DISK
 OT0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0208_STAMPING: N 133 1934
 OT0208_MARK LOGO: CGS
 OT0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0208+STABILITY: SURFACE MOTION
 OT0208
 OT0208  HISTORY     - Date     Condition        Report By
 OT0208  HISTORY     - 1934     MONUMENTED       CGS
 OT0208  HISTORY     - 1966     GOOD             USGS
 OT0208
 OT0208                          STATION DESCRIPTION
 OT0208
 OT0208'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OT0208'19 MI N FROM GORDON.
 OT0208'19 MILES N. OF GORDON, ALONG SHY 27 BATESLAND, 4.5 MILES SOUTH
 OT0208'AND 6 MILES WEST OF, 3000 FEET SW OF PHIPPS FARMHOUSE, 51 FT
 OT0208'WEST OF C/L ROAD AT EAST-WEST FENCE, 1/4 COR SEC. 35 AND 36,
 OT0208'T36N, R42W, 15.5 FT WEST OF FENCE CORNER AND WEST ROW FENCE, 1
 OT0208'FOOT NORTH OF FENCE, 3 FT WEST OF STEEL WITNESS SIGN, IN CONCRETE
 OT0208'POST, STD C AND GS TABLET, STAMPED N133 1934.  NOTE-- BLIXCOCK
 OT0208'FARMHOUSE GONE, ONLY OLD PUMP REMAINS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0211 ***********************************************************************
 OT0211  DESIGNATION -  N 134
 OT0211  PID         -  OT0211
 OT0211  STATE/COUNTY-  SD/SHANNON
 OT0211  COUNTRY     -  US
 OT0211  USGS QUAD   -  MANDERSON (2017)
 OT0211
 OT0211                         *CURRENT SURVEY CONTROL
 OT0211  ______________________________________________________________________
 OT0211* NAD 83(1986) POSITION- 43 07 39.     (N) 102 22 29.     (W)   SCALED
 OT0211* NAVD 88 ORTHO HEIGHT -  1045.364 (meters)     3429.67  (feet) ADJUSTED
 OT0211  ______________________________________________________________________
 OT0211  GEOID HEIGHT    -        -18.407 (meters)                     GEOID18
 OT0211  DYNAMIC HEIGHT  -       1044.917 (meters)     3428.20  (feet) COMP
 OT0211  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 OT0211
 OT0211  VERT ORDER      -  SECOND    CLASS 0
 OT0211
 OT0211.The horizontal coordinates were scaled from a map and have
 OT0211.an estimated accuracy of +/- 6 seconds.
 OT0211
 OT0211.The orthometric height was determined by differential leveling and
 OT0211.adjusted by the NATIONAL GEODETIC SURVEY
 OT0211.in June 1991.
 OT0211
 OT0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0211.GEOID18 height accuracy estimate available here.
 OT0211
 OT0211.Click photographs - Photos may exist for this station.
 OT0211
 OT0211.The dynamic height is computed by dividing the NAVD 88
 OT0211.geopotential number by the normal gravity value computed on the
 OT0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0211.degrees latitude (g = 980.6199 gals.).
 OT0211
 OT0211.The modeled gravity was interpolated from observed gravity values.
 OT0211
 OT0211;                    North         East    Units  Estimated Accuracy
 OT0211;SPC SD S     -    90,270.      433,910.      MT  (+/- 180 meters Scaled)
 OT0211
 OT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH135783(NAD 83)
 OT0211
 OT0211                          SUPERSEDED SURVEY CONTROL
 OT0211
 OT0211  NGVD 29 (??/??/92) 1044.876  (m)         3428.06   (f) ADJ UNCH    2 0
 OT0211
 OT0211.Superseded values are not recommended for survey control.
 OT0211
 OT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0211.See file dsdata.pdf to determine how the superseded data were derived.
 OT0211
 OT0211_MARKER: DB = BENCH MARK DISK
 OT0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0211_STAMPING: N 134 1934
 OT0211_MARK LOGO: CGS
 OT0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0211+STABILITY: SURFACE MOTION
 OT0211
 OT0211  HISTORY     - Date     Condition        Report By
 OT0211  HISTORY     - 1934     MONUMENTED       CGS
 OT0211
 OT0211                          STATION DESCRIPTION
 OT0211
 OT0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0211'1.1 MI S FROM BRENNAN.
 OT0211'1.1 MILES SOUTH ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0211'BRENNAN, SHANNON COUNTY, AT THE TOP OF A LONG HILL RISING
 OT0211'TOWARDS THE SOUTH, AND 58 FEET WEST OF THE CENTERLINE OF THE
 OT0211'HIGHWAY.  A STANDARD DISK, STAMPED N 134 1934 AND SET IN THE
 OT0211'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OT0211'NOTE-- BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED KNEE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0220 ***********************************************************************
 OT0220  DESIGNATION -  N 135
 OT0220  PID         -  OT0220
 OT0220  STATE/COUNTY-  SD/SHANNON
 OT0220  COUNTRY     -  US
 OT0220  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0220
 OT0220                         *CURRENT SURVEY CONTROL
 OT0220  ______________________________________________________________________
 OT0220* NAD 83(1986) POSITION- 43 13 10.     (N) 102 56 38.     (W)   SCALED
 OT0220* NAVD 88 ORTHO HEIGHT -   909.962 (meters)     2985.43  (feet) ADJUSTED
 OT0220  ______________________________________________________________________
 OT0220  GEOID HEIGHT    -        -17.555 (meters)                     GEOID18
 OT0220  DYNAMIC HEIGHT  -        909.590 (meters)     2984.21  (feet) COMP
 OT0220  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 OT0220
 OT0220  VERT ORDER      -  SECOND    CLASS 0
 OT0220
 OT0220.The horizontal coordinates were scaled from a map and have
 OT0220.an estimated accuracy of +/- 6 seconds.
 OT0220
 OT0220.The orthometric height was determined by differential leveling and
 OT0220.adjusted by the NATIONAL GEODETIC SURVEY
 OT0220.in June 1991.
 OT0220
 OT0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0220.GEOID18 height accuracy estimate available here.
 OT0220
 OT0220.Click photographs - Photos may exist for this station.
 OT0220
 OT0220.The dynamic height is computed by dividing the NAVD 88
 OT0220.geopotential number by the normal gravity value computed on the
 OT0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0220.degrees latitude (g = 980.6199 gals.).
 OT0220
 OT0220.The modeled gravity was interpolated from observed gravity values.
 OT0220
 OT0220;                    North         East    Units  Estimated Accuracy
 OT0220;SPC SD S     -   101,770.      387,940.      MT  (+/- 180 meters Scaled)
 OT0220
 OT0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH669872(NAD 83)
 OT0220
 OT0220                          SUPERSEDED SURVEY CONTROL
 OT0220
 OT0220  NGVD 29 (??/??/92)  909.471  (m)         2983.82   (f) ADJ UNCH    2 0
 OT0220
 OT0220.Superseded values are not recommended for survey control.
 OT0220
 OT0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0220.See file dsdata.pdf to determine how the superseded data were derived.
 OT0220
 OT0220_MARKER: DB = BENCH MARK DISK
 OT0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0220_STAMPING: N 135 1934
 OT0220_MARK LOGO: CGS
 OT0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0220+STABILITY: SURFACE MOTION
 OT0220
 OT0220  HISTORY     - Date     Condition        Report By
 OT0220  HISTORY     - 1934     MONUMENTED       CGS
 OT0220  HISTORY     - 1967     GOOD             USGS
 OT0220
 OT0220                          STATION DESCRIPTION
 OT0220
 OT0220'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OT0220'16.6 MI E FROM OELRICHS.
 OT0220'IN SHANNON COUNTY, 16.6 MILES EAST ALONG ABANDON STATE HIGHWAY
 OT0220'52 FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT
 OT0220'OELRICHS, FALL RIVER COUNTY, 900 FT. WEST OF A SMALL WOODEN
 OT0220'BRIDGE OVER A DRAW JUST SOUTH OF A LARGE COTTONWOOD TREE, AND
 OT0220'56 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY.  A STANDARD
 OT0220'DISK, STAMPED N 135 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0220'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0336 ***********************************************************************
 OS0336  DESIGNATION -  N 136
 OS0336  PID         -  OS0336
 OS0336  STATE/COUNTY-  SD/TODD
 OS0336  COUNTRY     -  US
 OS0336  USGS QUAD   -  PARMELEE (2017)
 OS0336
 OS0336                         *CURRENT SURVEY CONTROL
 OS0336  ______________________________________________________________________
 OS0336* NAD 83(1986) POSITION- 43 19 08.     (N) 101 03 33.     (W)   SCALED
 OS0336* NAVD 88 ORTHO HEIGHT -   831.318 (meters)     2727.42  (feet) ADJUSTED
 OS0336  ______________________________________________________________________
 OS0336  GEOID HEIGHT    -        -22.031 (meters)                     GEOID18
 OS0336  DYNAMIC HEIGHT  -        830.993 (meters)     2726.35  (feet) COMP
 OS0336  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 OS0336
 OS0336  VERT ORDER      -  SECOND    CLASS 0
 OS0336
 OS0336.The horizontal coordinates were scaled from a map and have
 OS0336.an estimated accuracy of +/- 6 seconds.
 OS0336
 OS0336.The orthometric height was determined by differential leveling and
 OS0336.adjusted by the NATIONAL GEODETIC SURVEY
 OS0336.in June 1991.
 OS0336
 OS0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0336.GEOID18 height accuracy estimate available here.
 OS0336
 OS0336.Click photographs - Photos may exist for this station.
 OS0336
 OS0336.The dynamic height is computed by dividing the NAVD 88
 OS0336.geopotential number by the normal gravity value computed on the
 OS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0336.degrees latitude (g = 980.6199 gals.).
 OS0336
 OS0336.The modeled gravity was interpolated from observed gravity values.
 OS0336
 OS0336;                    North         East    Units  Estimated Accuracy
 OS0336;SPC SD S     -   109,740.      541,130.      MT  (+/- 180 meters Scaled)
 OS0336
 OS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN330982(NAD 83)
 OS0336
 OS0336                          SUPERSEDED SURVEY CONTROL
 OS0336
 OS0336  NGVD 29 (??/??/92)  830.906  (m)         2726.06   (f) ADJ UNCH    2 0
 OS0336
 OS0336.Superseded values are not recommended for survey control.
 OS0336
 OS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0336.See file dsdata.pdf to determine how the superseded data were derived.
 OS0336
 OS0336_MARKER: DB = BENCH MARK DISK
 OS0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0336_STAMPING: N 136 1934
 OS0336_MARK LOGO: CGS
 OS0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0336+STABILITY: SURFACE MOTION
 OS0336
 OS0336  HISTORY     - Date     Condition        Report By
 OS0336  HISTORY     - 1934     MONUMENTED       CGS
 OS0336
 OS0336                          STATION DESCRIPTION
 OS0336
 OS0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0336'1.5 MI W FROM PARMELEE.
 OS0336'IS LOCATED 1.5 MILES WEST OF THE POST OFFICE AT PARMELEE, 136
 OS0336'FEET NORTHEAST OF INTERSECTION OF NORTH AND SOUTH ROAD WITH
 OS0336'HIGHWAY, 56 FEET SOUTHEAST OF CENTERLINE OF SECTION ROAD TO
 OS0336'NORRIS, 44 FEET NORTH OF CENTERLINE OF HIGHWAY.  STANDARD TABLET
 OS0336'SET IN TOP OF CONCRETE POST 2 INCHES HIGH.  STAMPED N 136 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0044 ***********************************************************************
 OS0044  DESIGNATION -  N 137
 OS0044  PID         -  OS0044
 OS0044  STATE/COUNTY-  SD/MELLETTE
 OS0044  COUNTRY     -  US
 OS0044  USGS QUAD   -  WOOD SOUTH (2017)
 OS0044
 OS0044                         *CURRENT SURVEY CONTROL
 OS0044  ______________________________________________________________________
 OS0044* NAD 83(1986) POSITION- 43 29 34.     (N) 100 27 05.     (W)   SCALED
 OS0044* NAVD 88 ORTHO HEIGHT -   645.839 (meters)     2118.89  (feet) ADJUSTED
 OS0044  ______________________________________________________________________
 OS0044  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 OS0044  DYNAMIC HEIGHT  -        645.606 (meters)     2118.13  (feet) COMP
 OS0044  MODELED GRAVITY -    980,238.4   (mgal)                       NAVD 88
 OS0044
 OS0044  VERT ORDER      -  SECOND    CLASS 0
 OS0044
 OS0044.The horizontal coordinates were scaled from a map and have
 OS0044.an estimated accuracy of +/- 6 seconds.
 OS0044
 OS0044.The orthometric height was determined by differential leveling and
 OS0044.adjusted by the NATIONAL GEODETIC SURVEY
 OS0044.in June 1991.
 OS0044
 OS0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0044.GEOID18 height accuracy estimate available here.
 OS0044
 OS0044.Click photographs - Photos may exist for this station.
 OS0044
 OS0044.The dynamic height is computed by dividing the NAVD 88
 OS0044.geopotential number by the normal gravity value computed on the
 OS0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0044.degrees latitude (g = 980.6199 gals.).
 OS0044
 OS0044.The modeled gravity was interpolated from observed gravity values.
 OS0044
 OS0044;                    North         East    Units  Estimated Accuracy
 OS0044;SPC SD S     -   128,810.      590,450.      MT  (+/- 180 meters Scaled)
 OS0044
 OS0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP826165(NAD 83)
 OS0044
 OS0044                          SUPERSEDED SURVEY CONTROL
 OS0044
 OS0044  NGVD 29 (??/??/92)  645.432  (m)         2117.55   (f) ADJ UNCH    2 0
 OS0044
 OS0044.Superseded values are not recommended for survey control.
 OS0044
 OS0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0044.See file dsdata.pdf to determine how the superseded data were derived.
 OS0044
 OS0044_MARKER: DB = BENCH MARK DISK
 OS0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0044_STAMPING: N 137 1934
 OS0044_MARK LOGO: CGS
 OS0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0044+STABILITY: SURFACE MOTION
 OS0044
 OS0044  HISTORY     - Date     Condition        Report By
 OS0044  HISTORY     - 1934     MONUMENTED       CGS
 OS0044  HISTORY     - 1978     MARK NOT FOUND   USGS
 OS0044
 OS0044                          STATION DESCRIPTION
 OS0044
 OS0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0044'1.3 MI SE FROM WOOD.
 OS0044'LOCATED 1.3 MILES SOUTHEAST OF STATION ALONG CHICAGO AND NORTH
 OS0044'WESTERN RWY.  AT WOOD, 100 FEET NORTHWEST OF INTERSECTION OF
 OS0044'CENTERLINE OF TRACK AND GRADED COUNTY ROAD, 37.1 FEET NORTHEAST
 OS0044'OF NORTHEAST RAIL, 10.5 FEET SOUTHWEST OF R/W FENCE, 8 FEET
 OS0044'SOUTHEAST OF M.P. 207.  STANDARD TABLET SET IN TOP OF CONCRETE
 OS0044'POST 6 INCHES HIGH, STAMPED N 137 1934.
 OS0044
 OS0044                          STATION RECOVERY (1978)
 OS0044
 OS0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OS0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0512 ***********************************************************************
 PS0512  DESIGNATION -  N 14
 PS0512  PID         -  PS0512
 PS0512  STATE/COUNTY-  SD/HUGHES
 PS0512  COUNTRY     -  US
 PS0512  USGS QUAD   -  BLUNT (2017)
 PS0512
 PS0512                         *CURRENT SURVEY CONTROL
 PS0512  ______________________________________________________________________
 PS0512* NAD 83(1986) POSITION- 44 30 44.     (N) 099 59 50.     (W)   SCALED
 PS0512* NAVD 88 ORTHO HEIGHT -   495.172 (meters)     1624.58  (feet) ADJUSTED
 PS0512  ______________________________________________________________________
 PS0512  GEOID HEIGHT    -        -23.483 (meters)                     GEOID18
 PS0512  DYNAMIC HEIGHT  -        495.079 (meters)     1624.27  (feet) COMP
 PS0512  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 PS0512
 PS0512  VERT ORDER      -  FIRST     CLASS II
 PS0512
 PS0512.The horizontal coordinates were scaled from a map and have
 PS0512.an estimated accuracy of +/- 6 seconds.
 PS0512
 PS0512.The orthometric height was determined by differential leveling and
 PS0512.adjusted by the NATIONAL GEODETIC SURVEY
 PS0512.in June 1991.
 PS0512
 PS0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0512.GEOID18 height accuracy estimate available here.
 PS0512
 PS0512.Click photographs - Photos may exist for this station.
 PS0512
 PS0512.The dynamic height is computed by dividing the NAVD 88
 PS0512.geopotential number by the normal gravity value computed on the
 PS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0512.degrees latitude (g = 980.6199 gals.).
 PS0512
 PS0512.The modeled gravity was interpolated from observed gravity values.
 PS0512
 PS0512;                    North         East    Units  Estimated Accuracy
 PS0512;SPC SD S     -   242,120.      626,730.      MT  (+/- 180 meters Scaled)
 PS0512
 PS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ207292(NAD 83)
 PS0512
 PS0512                          SUPERSEDED SURVEY CONTROL
 PS0512
 PS0512  NGVD 29 (??/??/92)  494.83   (m)         1623.5    (f) COMPUTED    1 2
 PS0512
 PS0512.Superseded values are not recommended for survey control.
 PS0512
 PS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0512.See file dsdata.pdf to determine how the superseded data were derived.
 PS0512
 PS0512_MARKER: DB = BENCH MARK DISK
 PS0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0512_STAMPING: N 14 1926
 PS0512_MARK LOGO: CGS
 PS0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0512+STABILITY: SURFACE MOTION
 PS0512
 PS0512  HISTORY     - Date     Condition        Report By
 PS0512  HISTORY     - 1926     MONUMENTED       CGS
 PS0512  HISTORY     - 1926     GOOD             CGS
 PS0512  HISTORY     - 1934     GOOD             CGS
 PS0512  HISTORY     - 19941129 MARK NOT FOUND   NGS
 PS0512
 PS0512                          STATION DESCRIPTION
 PS0512
 PS0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PS0512'0.5 MI W FROM BLUNT.
 PS0512'41 FT. EAST OF CENTER OF C. AND N.W. RY. TRACKS AT INTERSECTION
 PS0512'OF RAILROAD AND ROAD LEADING WEST OUT OF BLUNT.  2 FT. NORTH OF SOUTH
 PS0512'FENCE LINE ALONG ROAD AND 8 FT. WEST OF EAST RIGHT OF WAY FENCE,
 PS0512'30 FT. SOUTH OF CENTER OF ROAD.
 PS0512
 PS0512                          STATION RECOVERY (1934)
 PS0512
 PS0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PS0512'RECOVERED IN GOOD CONDITION.
 PS0512
 PS0512                          STATION RECOVERY (1994)
 PS0512
 PS0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0512'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0513 ***********************************************************************
 PS0513  DESIGNATION -  N 14 RESET
 PS0513  PID         -  PS0513
 PS0513  STATE/COUNTY-  SD/HUGHES
 PS0513  COUNTRY     -  US
 PS0513  USGS QUAD   -  BLUNT (2017)
 PS0513
 PS0513                         *CURRENT SURVEY CONTROL
 PS0513  ______________________________________________________________________
 PS0513* NAD 83(1986) POSITION- 44 30 43.     (N) 099 59 47.     (W)   SCALED
 PS0513* NAVD 88 ORTHO HEIGHT -   496.13  (meters)     1627.7   (feet) RESET
 PS0513  ______________________________________________________________________
 PS0513  GEOID HEIGHT    -        -23.485 (meters)                     GEOID18
 PS0513  VERT ORDER      -  THIRD
 PS0513
 PS0513.The horizontal coordinates were scaled from a map and have
 PS0513.an estimated accuracy of +/- 6 seconds.
 PS0513
 PS0513.The orthometric height was computed from unverified reset data.
 PS0513
 PS0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0513.GEOID18 height accuracy estimate available here.
 PS0513
 PS0513.Click photographs - Photos may exist for this station.
 PS0513
 PS0513;                    North         East    Units  Estimated Accuracy
 PS0513;SPC SD S     -   242,090.      626,790.      MT  (+/- 180 meters Scaled)
 PS0513
 PS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ208292(NAD 83)
 PS0513
 PS0513                          SUPERSEDED SURVEY CONTROL
 PS0513
 PS0513.No superseded survey control is available for this station.
 PS0513
 PS0513_MARKER: DB = BENCH MARK DISK
 PS0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0513_SP_SET: BRIDGE
 PS0513_STAMPING: N 14 RESET 1937
 PS0513_MARK LOGO: CGS
 PS0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0513
 PS0513  HISTORY     - Date     Condition        Report By
 PS0513  HISTORY     - 1937     MONUMENTED       CGS
 PS0513
 PS0513                          STATION DESCRIPTION
 PS0513
 PS0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 PS0513'0.5 MI W FROM BLUNT.
 PS0513'0.5 MILE WEST OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 PS0513'AT BLUNT, HUGHES COUNTY, NEAR THE CROSSING OF A ROAD LEADING
 PS0513'WEST, 650 FEET EAST OF THE QUARTER CIRBER BETWEEN SECS. 8 AND
 PS0513'17, T 112 N., R.76W., AT A CONCRETE BRIDGE, STAMPED N 14 RESET
 PS0513'1937.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0449 ***********************************************************************
 OR0449  DESIGNATION -  N 140
 OR0449  PID         -  OR0449
 OR0449  STATE/COUNTY-  SD/LYMAN
 OR0449  COUNTRY     -  US
 OR0449  USGS QUAD   -  OACOMA (2017)
 OR0449
 OR0449                         *CURRENT SURVEY CONTROL
 OR0449  ______________________________________________________________________
 OR0449* NAD 83(1986) POSITION- 43 47 22.42   (N) 099 25 20.72   (W)   HD_HELD1
 OR0449* NAVD 88 ORTHO HEIGHT -   428.870 (meters)     1407.05  (feet) ADJUSTED
 OR0449  ______________________________________________________________________
 OR0449  GEOID HEIGHT    -        -25.645 (meters)                     GEOID18
 OR0449  DYNAMIC HEIGHT  -        428.755 (meters)     1406.67  (feet) COMP
 OR0449  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 OR0449
 OR0449  VERT ORDER      -  SECOND    CLASS 0
 OR0449
 OR0449.The horizontal coordinates were determined by differentially corrected
 OR0449.hand held GPS observations or other comparable positioning techniques
 OR0449.and have an estimated accuracy of +/- 3 meters.
 OR0449
 OR0449.The orthometric height was determined by differential leveling and
 OR0449.adjusted by the NATIONAL GEODETIC SURVEY
 OR0449.in June 1991.
 OR0449
 OR0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0449.GEOID18 height accuracy estimate available here.
 OR0449
 OR0449.Click photographs - Photos may exist for this station.
 OR0449
 OR0449.The dynamic height is computed by dividing the NAVD 88
 OR0449.geopotential number by the normal gravity value computed on the
 OR0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0449.degrees latitude (g = 980.6199 gals.).
 OR0449
 OR0449.The modeled gravity was interpolated from observed gravity values.
 OR0449
 OR0449;                    North         East    Units  Estimated Accuracy
 OR0449;SPC SD S     -   162,176.9     673,310.5     MT  (+/- 3 meters HH1 GPS) 
 OR0449
 OR0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6601348586(NAD 83)
 OR0449
 OR0449                          SUPERSEDED SURVEY CONTROL
 OR0449
 OR0449  NGVD 29 (??/??/92)  428.540  (m)         1405.97   (f) ADJ UNCH    2 0
 OR0449
 OR0449.Superseded values are not recommended for survey control.
 OR0449
 OR0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0449.See file dsdata.pdf to determine how the superseded data were derived.
 OR0449
 OR0449_MARKER: DB = BENCH MARK DISK
 OR0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0449_STAMPING: N 140 1934
 OR0449_MARK LOGO: CGS
 OR0449_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0449+STABILITY: SURFACE MOTION
 OR0449
 OR0449  HISTORY     - Date     Condition        Report By
 OR0449  HISTORY     - 1934     MONUMENTED       CGS
 OR0449  HISTORY     - 1945     GOOD             CGS
 OR0449  HISTORY     - 1984     MARK NOT FOUND   NGS
 OR0449
 OR0449                          STATION DESCRIPTION
 OR0449
 OR0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0449'0.8 MI W FROM OACOMA.
 OR0449'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCK SOUTH
 OR0449'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0449'AT OACOMA, LYMAN COUNTY, 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY
 OR0449'47, AT THE FOOT OF A LONG WINDING HILL, 25-1/2 FEET SOUTHWEST OF
 OR0449'THE SOUTHWEST CORNER OF THE SOUTHWEST RETAINING WALL OF A 5- BY
 OR0449'5-FOOT CONCRETE CULVERT, 45 FEET SOUTH OF THE CENTERLINE OF THE
 OR0449'HIGHWAY, 10.3 FEET SOUTH OF A FENCE, AND 1 FOOT EAST OF A WHITE
 OR0449'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 140 1934 AND
 OR0449'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 OR0449'GROUND.
 OR0449
 OR0449                          STATION RECOVERY (1984)
 OR0449
 OR0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0449'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0636 ***********************************************************************
 OR0636  DESIGNATION -  N 141
 OR0636  PID         -  OR0636
 OR0636  STATE/COUNTY-  SD/GREGORY
 OR0636  COUNTRY     -  US
 OR0636  USGS QUAD   -  GREGORY (2017)
 OR0636
 OR0636                         *CURRENT SURVEY CONTROL
 OR0636  ______________________________________________________________________
 OR0636* NAD 83(1986) POSITION- 43 14 30.     (N) 099 26 08.     (W)   SCALED
 OR0636* NAVD 88 ORTHO HEIGHT -   674.219 (meters)     2212.00  (feet) ADJUSTED
 OR0636  ______________________________________________________________________
 OR0636  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 OR0636  DYNAMIC HEIGHT  -        673.962 (meters)     2211.16  (feet) COMP
 OR0636  MODELED GRAVITY -    980,218.5   (mgal)                       NAVD 88
 OR0636
 OR0636  VERT ORDER      -  SECOND    CLASS 0
 OR0636
 OR0636.The horizontal coordinates were scaled from a map and have
 OR0636.an estimated accuracy of +/- 6 seconds.
 OR0636
 OR0636.The orthometric height was determined by differential leveling and
 OR0636.adjusted by the NATIONAL GEODETIC SURVEY
 OR0636.in June 1991.
 OR0636
 OR0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0636.GEOID18 height accuracy estimate available here.
 OR0636
 OR0636.Click photographs - Photos may exist for this station.
 OR0636
 OR0636.The dynamic height is computed by dividing the NAVD 88
 OR0636.geopotential number by the normal gravity value computed on the
 OR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0636.degrees latitude (g = 980.6199 gals.).
 OR0636
 OR0636.The modeled gravity was interpolated from observed gravity values.
 OR0636
 OR0636;                    North         East    Units  Estimated Accuracy
 OR0636;SPC SD S     -   101,300.      672,910.      MT  (+/- 180 meters Scaled)
 OR0636
 OR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN646877(NAD 83)
 OR0636
 OR0636                          SUPERSEDED SURVEY CONTROL
 OR0636
 OR0636  NGVD 29 (??/??/92)  673.877  (m)         2210.88   (f) ADJ UNCH    2 0
 OR0636
 OR0636.Superseded values are not recommended for survey control.
 OR0636
 OR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0636.See file dsdata.pdf to determine how the superseded data were derived.
 OR0636
 OR0636_MARKER: DB = BENCH MARK DISK
 OR0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0636_STAMPING: N 141 1934
 OR0636_MARK LOGO: CGS
 OR0636_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0636+STABILITY: SURFACE MOTION
 OR0636
 OR0636  HISTORY     - Date     Condition        Report By
 OR0636  HISTORY     - 1934     MONUMENTED       CGS
 OR0636  HISTORY     - 1958     GOOD             CGS
 OR0636  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0636
 OR0636                          STATION DESCRIPTION
 OR0636
 OR0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0636'0.7 MI N FROM GREGORY.
 OR0636'0.7 MILE NORTH ALONG STATE HIGHWAY 47 FROM A POINT 0.2 MILE WEST
 OR0636'OF THE POST OFFICE AT GREGORY, GREGORY COUNTY, IN A TRIANGLE OF
 OR0636'THREE ROADS, 53 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OR0636'NORTHWEST-SOUTHEAST ROAD, 147 FEET NORTH OF THE CENTERLINE OF
 OR0636'THE EAST-WEST ROAD, AND 59 FEET EAST OF THE CENTERLINE OF THE
 OR0636'HIGHWAY.  A STANDARD DISK, STAMPED N 141 1934 AND SET IN THE TOP
 OR0636'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0636'NOTE-- THIS MARK WAS RECOVERED 1.0 MILE NORTH OF THE JUNCTION
 OR0636'OF STATE HIGHWAY 47 AND U.S. HIGHWAY 18, ON THE EAST SIDE OF
 OR0636'THE HIGHWAY AND IN A TRIANGLE FORMED BY ROADS LEADING INTO
 OR0636'GREGORY.
 OR0636
 OR0636                          STATION RECOVERY (1993)
 OR0636
 OR0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0636'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0094 ***********************************************************************
 OR0094  DESIGNATION -  N 142
 OR0094  PID         -  OR0094
 OR0094  STATE/COUNTY-  SD/CHARLES MIX
 OR0094  COUNTRY     -  US
 OR0094  USGS QUAD   -  RAVINIA (2017)
 OR0094
 OR0094                         *CURRENT SURVEY CONTROL
 OR0094  ______________________________________________________________________
 OR0094* NAD 83(1986) POSITION- 43 08 57.     (N) 098 29 11.     (W)   SCALED
 OR0094* NAVD 88 ORTHO HEIGHT -   447.945 (meters)     1469.63  (feet) ADJUSTED
 OR0094  ______________________________________________________________________
 OR0094  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 OR0094  DYNAMIC HEIGHT  -        447.796 (meters)     1469.14  (feet) COMP
 OR0094  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 OR0094
 OR0094  VERT ORDER      -  SECOND    CLASS 0
 OR0094
 OR0094.The horizontal coordinates were scaled from a map and have
 OR0094.an estimated accuracy of +/- 6 seconds.
 OR0094
 OR0094.The orthometric height was determined by differential leveling and
 OR0094.adjusted by the NATIONAL GEODETIC SURVEY
 OR0094.in June 1991.
 OR0094
 OR0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0094.GEOID18 height accuracy estimate available here.
 OR0094
 OR0094.Click photographs - Photos may exist for this station.
 OR0094
 OR0094.The dynamic height is computed by dividing the NAVD 88
 OR0094.geopotential number by the normal gravity value computed on the
 OR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0094.degrees latitude (g = 980.6199 gals.).
 OR0094
 OR0094.The modeled gravity was interpolated from observed gravity values.
 OR0094
 OR0094;                    North         East    Units  Estimated Accuracy
 OR0094;SPC SD S     -    92,300.      750,220.      MT  (+/- 180 meters Scaled)
 OR0094
 OR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN417775(NAD 83)
 OR0094
 OR0094                          SUPERSEDED SURVEY CONTROL
 OR0094
 OR0094  NGVD 29 (??/??/92)  447.64   (m)         1468.6    (f) COMPUTED    2 0
 OR0094
 OR0094.Superseded values are not recommended for survey control.
 OR0094
 OR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0094.See file dsdata.pdf to determine how the superseded data were derived.
 OR0094
 OR0094_MARKER: DB = BENCH MARK DISK
 OR0094_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0094_STAMPING: N 142 1934
 OR0094_MARK LOGO: CGS
 OR0094_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0094
 OR0094  HISTORY     - Date     Condition        Report By
 OR0094  HISTORY     - 1934     MONUMENTED       CGS
 OR0094  HISTORY     - 1963     POOR             USGS
 OR0094
 OR0094                          STATION DESCRIPTION
 OR0094
 OR0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0094'2.9 MI SE FROM LAKE ANDES.
 OR0094'2.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0094'PACIFIC RAILROAD FROM THE STATION AT LAKE ANDES, CHARLES MIX
 OR0094'COUNTY, 3.1 MILES NORTHWEST OF THE STATION AT RAVINIA, OPPOSITE
 OR0094'MILEPOST 57, AT THE CROSSING OF A SECTION-LINE ROAD, 48.7 FEET
 OR0094'WEST OF THE CENTER LINE OF THE ROAD, 44.1 FEET NORTHEAST OF THE
 OR0094'NORTHEAST RAIL, AND 0.5 FOOT WEST OF A WHITE WOODEN WITNESS POST.
 OR0094'A STANDARD DISK, STAMPED N 142 1934 AND SET IN THE TOP OF A
 OR0094'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OR0094
 OR0094                          STATION RECOVERY (1963)
 OR0094
 OR0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0094'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0057 ***********************************************************************
 OR0057  DESIGNATION -  N 144
 OR0057  PID         -  OR0057
 OR0057  STATE/COUNTY-  SD/AURORA
 OR0057  COUNTRY     -  US
 OR0057  USGS QUAD   -  PLANKINTON (2017)
 OR0057
 OR0057                         *CURRENT SURVEY CONTROL
 OR0057  ______________________________________________________________________
 OR0057* NAD 83(1986) POSITION- 43 38 35.     (N) 098 26 33.     (W)   SCALED
 OR0057* NAVD 88 ORTHO HEIGHT -   480.301 (meters)     1575.79  (feet) ADJUSTED
 OR0057  ______________________________________________________________________
 OR0057  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 OR0057  DYNAMIC HEIGHT  -        480.171 (meters)     1575.36  (feet) COMP
 OR0057  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 OR0057
 OR0057  VERT ORDER      -  SECOND    CLASS 0
 OR0057
 OR0057.The horizontal coordinates were scaled from a map and have
 OR0057.an estimated accuracy of +/- 6 seconds.
 OR0057
 OR0057.The orthometric height was determined by differential leveling and
 OR0057.adjusted by the NATIONAL GEODETIC SURVEY
 OR0057.in June 1991.
 OR0057
 OR0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0057.GEOID18 height accuracy estimate available here.
 OR0057
 OR0057.Click photographs - Photos may exist for this station.
 OR0057
 OR0057.The dynamic height is computed by dividing the NAVD 88
 OR0057.geopotential number by the normal gravity value computed on the
 OR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0057.degrees latitude (g = 980.6199 gals.).
 OR0057
 OR0057.The modeled gravity was interpolated from observed gravity values.
 OR0057
 OR0057;                    North         East    Units  Estimated Accuracy
 OR0057;SPC SD S     -   147,240.      752,540.      MT  (+/- 180 meters Scaled)
 OR0057
 OR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP449323(NAD 83)
 OR0057
 OR0057                          SUPERSEDED SURVEY CONTROL
 OR0057
 OR0057  NGVD 29 (??/??/92)  479.969  (m)         1574.70   (f) ADJ UNCH    2 0
 OR0057
 OR0057.Superseded values are not recommended for survey control.
 OR0057
 OR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0057.See file dsdata.pdf to determine how the superseded data were derived.
 OR0057
 OR0057_MARKER: DB = BENCH MARK DISK
 OR0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0057_STAMPING: N 144 1934
 OR0057_MARK LOGO: CGS
 OR0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0057+STABILITY: SURFACE MOTION
 OR0057
 OR0057  HISTORY     - Date     Condition        Report By
 OR0057  HISTORY     - 1934     MONUMENTED       CGS
 OR0057  HISTORY     - 1964     MARK NOT FOUND   CGS
 OR0057
 OR0057                          STATION DESCRIPTION
 OR0057
 OR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0057'4 MI N FROM STICKNEY.
 OR0057'4.0 MILES NORTH ALONG STATE HIGHWAY 41 FROM THE CHICAGO, MILWAUKEE,
 OR0057'ST. PAUL AND PACIFIC RAILROAD STATION AT STICKNEY, AURORA
 OR0057'COUNTY, 30 FEET SOUTH OF THE CENTER LINE OF A SECTION CROSS
 OR0057'ROAD, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17.8 FEET
 OR0057'WEST OF A FENCE CORNER, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY
 OR0057'FENCE.  A STANDARD DISK, STAMPED N 144 1934 AND SET IN THE TOP
 OR0057'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0057
 OR0057                          STATION RECOVERY (1964)
 OR0057
 OR0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 OR0057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0470 ***********************************************************************
 OQ0470  DESIGNATION -  N 145
 OQ0470  PID         -  OQ0470
 OQ0470  STATE/COUNTY-  SD/BON HOMME
 OQ0470  COUNTRY     -  US
 OQ0470  USGS QUAD   -  SCOTLAND (2017)
 OQ0470
 OQ0470                         *CURRENT SURVEY CONTROL
 OQ0470  ______________________________________________________________________
 OQ0470* NAD 83(1986) POSITION- 43 09 19.00   (N) 097 43 40.29   (W)   HD_HELD1
 OQ0470* NAVD 88 ORTHO HEIGHT -   411.756 (meters)     1350.90  (feet) ADJUSTED
 OQ0470  ______________________________________________________________________
 OQ0470  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 OQ0470  DYNAMIC HEIGHT  -        411.636 (meters)     1350.51  (feet) COMP
 OQ0470  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 OQ0470
 OQ0470  VERT ORDER      -  SECOND    CLASS 0
 OQ0470
 OQ0470.The horizontal coordinates were determined by differentially corrected
 OQ0470.hand held GPS observations or other comparable positioning techniques
 OQ0470.and have an estimated accuracy of +/- 3 meters.
 OQ0470
 OQ0470.The orthometric height was determined by differential leveling and
 OQ0470.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0470.in June 1991.
 OQ0470
 OQ0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0470.GEOID18 height accuracy estimate available here.
 OQ0470
 OQ0470.Click photographs - Photos may exist for this station.
 OQ0470
 OQ0470.The dynamic height is computed by dividing the NAVD 88
 OQ0470.geopotential number by the normal gravity value computed on the
 OQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0470.degrees latitude (g = 980.6199 gals.).
 OQ0470
 OQ0470.The modeled gravity was interpolated from observed gravity values.
 OQ0470
 OQ0470;                    North         East    Units  Estimated Accuracy
 OQ0470;SPC SD S     -    94,634.3     811,869.6     MT  (+/- 3 meters HH1 GPS) 
 OQ0470
 OQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0342978843(NAD 83)
 OQ0470
 OQ0470                          SUPERSEDED SURVEY CONTROL
 OQ0470
 OQ0470  NGVD 29 (??/??/92)  411.505  (m)         1350.08   (f) ADJ UNCH    2 0
 OQ0470
 OQ0470.Superseded values are not recommended for survey control.
 OQ0470
 OQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0470.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0470
 OQ0470_MARKER: DB = BENCH MARK DISK
 OQ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0470_STAMPING: N 145 1934
 OQ0470_MARK LOGO: CGS
 OQ0470_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0470+STABILITY: SURFACE MOTION
 OQ0470
 OQ0470  HISTORY     - Date     Condition        Report By
 OQ0470  HISTORY     - 1934     MONUMENTED       CGS
 OQ0470
 OQ0470                          STATION DESCRIPTION
 OQ0470
 OQ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0470'0.6 MI NW FROM SCOTLAND.
 OQ0470'0.6 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0470'PACIFIC RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME COUNTY,
 OQ0470'204 YARDS EAST OF MILEPOST 180, 505 YARDS WEST OF THE WEST
 OQ0470'SWITCH OF A JUNCTION, 165 YARDS SOUTHWEST OF THE CENTER OF
 OQ0470'A GRADED-ROAD CROSSING, 44.5 FEET SOUTH OF THE SOUTH RAIL, AND
 OQ0470'3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0470'N 145 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OQ0470'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0453 ***********************************************************************
 OQ0453  DESIGNATION -  N 146
 OQ0453  PID         -  OQ0453
 OQ0453  STATE/COUNTY-  SD/HUTCHINSON
 OQ0453  COUNTRY     -  US
 OQ0453  USGS QUAD   -  BEARDSLEY (2017)
 OQ0453
 OQ0453                         *CURRENT SURVEY CONTROL
 OQ0453  ______________________________________________________________________
 OQ0453* NAD 83(1986) POSITION- 43 19 37.     (N) 097 58 57.     (W)   SCALED
 OQ0453* NAVD 88 ORTHO HEIGHT -   437.280 (meters)     1434.64  (feet) ADJUSTED
 OQ0453  ______________________________________________________________________
 OQ0453  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 OQ0453  DYNAMIC HEIGHT  -        437.144 (meters)     1434.20  (feet) COMP
 OQ0453  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 OQ0453
 OQ0453  VERT ORDER      -  SECOND    CLASS 0
 OQ0453
 OQ0453.The horizontal coordinates were scaled from a map and have
 OQ0453.an estimated accuracy of +/- 6 seconds.
 OQ0453
 OQ0453.The orthometric height was determined by differential leveling and
 OQ0453.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0453.in June 1991.
 OQ0453
 OQ0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0453.GEOID18 height accuracy estimate available here.
 OQ0453
 OQ0453.Click photographs - Photos may exist for this station.
 OQ0453
 OQ0453.The dynamic height is computed by dividing the NAVD 88
 OQ0453.geopotential number by the normal gravity value computed on the
 OQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0453.degrees latitude (g = 980.6199 gals.).
 OQ0453
 OQ0453.The modeled gravity was interpolated from observed gravity values.
 OQ0453
 OQ0453;                    North         East    Units  Estimated Accuracy
 OQ0453;SPC SD S     -   113,080.      790,630.      MT  (+/- 180 meters Scaled)
 OQ0453
 OQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN824976(NAD 83)
 OQ0453
 OQ0453                          SUPERSEDED SURVEY CONTROL
 OQ0453
 OQ0453  NGVD 29 (??/??/92)  436.975  (m)         1433.64   (f) ADJ UNCH    2 0
 OQ0453
 OQ0453.Superseded values are not recommended for survey control.
 OQ0453
 OQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0453.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0453
 OQ0453_MARKER: DB = BENCH MARK DISK
 OQ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0453_STAMPING: N 146 1934
 OQ0453_MARK LOGO: CGS
 OQ0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0453+STABILITY: SURFACE MOTION
 OQ0453
 OQ0453  HISTORY     - Date     Condition        Report By
 OQ0453  HISTORY     - 1934     MONUMENTED       CGS
 OQ0453  HISTORY     - 19970415 GOOD             LOCENG
 OQ0453
 OQ0453                          STATION DESCRIPTION
 OQ0453
 OQ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0453'4.8 MI S FROM PARKSTON.
 OQ0453'4.8 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0453'PACIFIC RAILROAD STATION AT PARKSTON, HUTCHINSON COUNTY, AT A
 OQ0453'SECTION-ROAD CROSSING, ABOUT 64 YARDS NORTH OF THE CENTER LINE
 OQ0453'OF THE ROAD, 43.8 FEET EAST OF THE EAST RAIL, AND 2.8 FEET WEST
 OQ0453'OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED N 146
 OQ0453'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 OQ0453'INCHES ABOVE GROUND.
 OQ0453
 OQ0453                          STATION RECOVERY (1997)
 OQ0453
 OQ0453'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GLJ)
 OQ0453'RECOVERED IN GOOD CONDITION.  NOTE--SET AN NGS CARSONITE POST 0.5 FEET
 OQ0453'(15.2 CM) NORTH OF THE MARK FACING THE COUNTY ROAD TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0378 ***********************************************************************
 OQ0378  DESIGNATION -  N 147
 OQ0378  PID         -  OQ0378
 OQ0378  STATE/COUNTY-  SD/MCCOOK
 OQ0378  COUNTRY     -  US
 OQ0378  USGS QUAD   -  CANISTOTA (2017)
 OQ0378
 OQ0378                         *CURRENT SURVEY CONTROL
 OQ0378  ______________________________________________________________________
 OQ0378* NAD 83(1986) POSITION- 43 33 45.     (N) 097 15 41.     (W)   SCALED
 OQ0378* NAVD 88 ORTHO HEIGHT -   475.493 (meters)     1560.01  (feet) ADJUSTED
 OQ0378  ______________________________________________________________________
 OQ0378  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 OQ0378  DYNAMIC HEIGHT  -        475.367 (meters)     1559.60  (feet) COMP
 OQ0378  MODELED GRAVITY -    980,339.6   (mgal)                       NAVD 88
 OQ0378
 OQ0378  VERT ORDER      -  SECOND    CLASS 0
 OQ0378
 OQ0378.The horizontal coordinates were scaled from a map and have
 OQ0378.an estimated accuracy of +/- 6 seconds.
 OQ0378
 OQ0378.The orthometric height was determined by differential leveling and
 OQ0378.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0378.in June 1991.
 OQ0378
 OQ0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0378.GEOID18 height accuracy estimate available here.
 OQ0378
 OQ0378.Click photographs - Photos may exist for this station.
 OQ0378
 OQ0378.The dynamic height is computed by dividing the NAVD 88
 OQ0378.geopotential number by the normal gravity value computed on the
 OQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0378.degrees latitude (g = 980.6199 gals.).
 OQ0378
 OQ0378.The modeled gravity was interpolated from observed gravity values.
 OQ0378
 OQ0378;                    North         East    Units  Estimated Accuracy
 OQ0378;SPC SD S     -   141,140.      848,110.      MT  (+/- 180 meters Scaled)
 OQ0378
 OQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP404247(NAD 83)
 OQ0378
 OQ0378                          SUPERSEDED SURVEY CONTROL
 OQ0378
 OQ0378  NGVD 29 (??/??/92)  475.209  (m)         1559.08   (f) ADJ UNCH    2 0
 OQ0378
 OQ0378.Superseded values are not recommended for survey control.
 OQ0378
 OQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0378.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0378
 OQ0378_MARKER: DB = BENCH MARK DISK
 OQ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0378_STAMPING: N 147 1934
 OQ0378_MARK LOGO: CGS
 OQ0378_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0378+STABILITY: SURFACE MOTION
 OQ0378
 OQ0378  HISTORY     - Date     Condition        Report By
 OQ0378  HISTORY     - 1934     MONUMENTED       CGS
 OQ0378
 OQ0378                          STATION DESCRIPTION
 OQ0378
 OQ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0378'2.9 MI SE FROM CANISTOTA.
 OQ0378'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0378'FROM THE STATION AT CANISTOTA, MC COOK COUNTY, 120 YARDS
 OQ0378'SOUTHEAST OF MILEPOST 63, 110 FEET SOUTH OF A FARM-ROAD CROSSING,
 OQ0378'AT THE NORTHWEST END OF A LONG FILL, 45.6 FEET SOUTHWEST OF THE
 OQ0378'SOUTHWEST RAIL, AND 1.2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 OQ0378'A STANDARD DISK, STAMPED N 147 1934 AND SET IN THE TOP OF A
 OQ0378'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0196 ***********************************************************************
 OQ0196  DESIGNATION -  N 148
 OQ0196  PID         -  OQ0196
 OQ0196  STATE/COUNTY-  SD/LINCOLN
 OQ0196  COUNTRY     -  US
 OQ0196  USGS QUAD   -  BERESFORD (2017)
 OQ0196
 OQ0196                         *CURRENT SURVEY CONTROL
 OQ0196  ______________________________________________________________________
 OQ0196* NAD 83(1986) POSITION- 43 05 43.     (N) 096 50 27.     (W)   SCALED
 OQ0196* NAVD 88 ORTHO HEIGHT -   407.245 (meters)     1336.10  (feet) ADJUSTED
 OQ0196  ______________________________________________________________________
 OQ0196  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 OQ0196  DYNAMIC HEIGHT  -        407.126 (meters)     1335.71  (feet) COMP
 OQ0196  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 OQ0196
 OQ0196  VERT ORDER      -  SECOND    CLASS 0
 OQ0196
 OQ0196.The horizontal coordinates were scaled from a map and have
 OQ0196.an estimated accuracy of +/- 6 seconds.
 OQ0196
 OQ0196.The orthometric height was determined by differential leveling and
 OQ0196.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0196.in June 1991.
 OQ0196
 OQ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0196.GEOID18 height accuracy estimate available here.
 OQ0196
 OQ0196.Click photographs - Photos may exist for this station.
 OQ0196
 OQ0196.The dynamic height is computed by dividing the NAVD 88
 OQ0196.geopotential number by the normal gravity value computed on the
 OQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0196.degrees latitude (g = 980.6199 gals.).
 OQ0196
 OQ0196.The modeled gravity was interpolated from observed gravity values.
 OQ0196
 OQ0196;                    North         East    Units  Estimated Accuracy
 OQ0196;SPC SD S     -    90,620.      884,240.      MT  (+/- 180 meters Scaled)
 OQ0196
 OQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN757736(NAD 83)
 OQ0196
 OQ0196                          SUPERSEDED SURVEY CONTROL
 OQ0196
 OQ0196  NGVD 29 (??/??/92)  407.012  (m)         1335.34   (f) ADJ UNCH    2 0
 OQ0196
 OQ0196.Superseded values are not recommended for survey control.
 OQ0196
 OQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0196.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0196
 OQ0196_MARKER: DB = BENCH MARK DISK
 OQ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0196_STAMPING: N 148 1934
 OQ0196_MARK LOGO: CGS
 OQ0196_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0196+STABILITY: SURFACE MOTION
 OQ0196
 OQ0196  HISTORY     - Date     Condition        Report By
 OQ0196  HISTORY     - 1934     MONUMENTED       CGS
 OQ0196  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0196
 OQ0196                          STATION DESCRIPTION
 OQ0196
 OQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0196'3.8 MI W FROM BERESFORD.
 OQ0196'IN LINCOLN COUNTY, 3.8 MILES WEST ALONG THE CHICAGO AND NORTH
 OQ0196'WESTERN RAILWAY FROM THE STATION AT BERESFORD, UNION COUNTY, 9
 OQ0196'POLES WEST OF MILEPOST 21, 160 YARDS SOUTHEAST OF CULVERT 2646,
 OQ0196'120 YARDS NORTHWEST OF A FARM ROAD CROSSING, 45.6 FEET SOUTHWEST
 OQ0196'OF THE SOUTHWEST RAIL, AND 1.8 FEET NORTHEAST OF THE RIGHT OF WAY
 OQ0196'FENCE.  A STANDARD DISK, STAMPED N 148 1934 AND SET IN THE TOP OF
 OQ0196'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OQ0196
 OQ0196                          STATION RECOVERY (1966)
 OQ0196
 OQ0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0435 ***********************************************************************
 OQ0435  DESIGNATION -  N 149
 OQ0435  PID         -  OQ0435
 OQ0435  STATE/COUNTY-  SD/HUTCHINSON
 OQ0435  COUNTRY     -  US
 OQ0435  USGS QUAD   -  WOLF CREEK (2017)
 OQ0435
 OQ0435                         *CURRENT SURVEY CONTROL
 OQ0435  ______________________________________________________________________
 OQ0435* NAD 83(1986) POSITION- 43 16 41.     (N) 097 32 19.     (W)   SCALED
 OQ0435* NAVD 88 ORTHO HEIGHT -   419.440 (meters)     1376.11  (feet) ADJUSTED
 OQ0435  ______________________________________________________________________
 OQ0435  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ0435  DYNAMIC HEIGHT  -        419.328 (meters)     1375.75  (feet) COMP
 OQ0435  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 OQ0435
 OQ0435  VERT ORDER      -  SECOND    CLASS 0
 OQ0435
 OQ0435.The horizontal coordinates were scaled from a map and have
 OQ0435.an estimated accuracy of +/- 6 seconds.
 OQ0435
 OQ0435.The orthometric height was determined by differential leveling and
 OQ0435.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0435.in June 1991.
 OQ0435
 OQ0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0435.GEOID18 height accuracy estimate available here.
 OQ0435
 OQ0435.Click photographs - Photos may exist for this station.
 OQ0435
 OQ0435.The dynamic height is computed by dividing the NAVD 88
 OQ0435.geopotential number by the normal gravity value computed on the
 OQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0435.degrees latitude (g = 980.6199 gals.).
 OQ0435
 OQ0435.The modeled gravity was interpolated from observed gravity values.
 OQ0435
 OQ0435;                    North         East    Units  Estimated Accuracy
 OQ0435;SPC SD S     -   108,770.      826,790.      MT  (+/- 180 meters Scaled)
 OQ0435
 OQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN185927(NAD 83)
 OQ0435
 OQ0435                          SUPERSEDED SURVEY CONTROL
 OQ0435
 OQ0435  NGVD 29 (??/??/92)  419.187  (m)         1375.28   (f) ADJ UNCH    2 0
 OQ0435
 OQ0435.Superseded values are not recommended for survey control.
 OQ0435
 OQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0435.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0435
 OQ0435_MARKER: DB = BENCH MARK DISK
 OQ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0435_STAMPING: N 149 1934
 OQ0435_MARK LOGO: CGS
 OQ0435_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0435+STABILITY: SURFACE MOTION
 OQ0435
 OQ0435  HISTORY     - Date     Condition        Report By
 OQ0435  HISTORY     - 1934     MONUMENTED       CGS
 OQ0435
 OQ0435                          STATION DESCRIPTION
 OQ0435
 OQ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0435'3.5 MI NE FROM MENNO.
 OQ0435'3.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0435'PACIFIC RAILROAD FROM THE STATION AT MENNO, HUTCHINSON COUNTY,
 OQ0435'ABOUT 130 FEET EAST OF A SECTION-LINE ROAD CROSSING, 45.9 FEET
 OQ0435'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1 FOOT NORTHWEST OF THE
 OQ0435'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 149 1934 AND SET
 OQ0435'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 OQ0435'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1031 ***********************************************************************
 NM1031  DESIGNATION -  N 150
 NM1031  PID         -  NM1031
 NM1031  STATE/COUNTY-  SD/YANKTON
 NM1031  COUNTRY     -  US
 NM1031  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1031
 NM1031                         *CURRENT SURVEY CONTROL
 NM1031  ______________________________________________________________________
 NM1031* NAD 83(1986) POSITION- 42 52 04.     (N) 097 23 37.     (W)   SCALED
 NM1031* NAVD 88 ORTHO HEIGHT -   366.087 (meters)     1201.07  (feet) ADJUSTED
 NM1031  ______________________________________________________________________
 NM1031  GEOID HEIGHT    -        -25.587 (meters)                     GEOID18
 NM1031  DYNAMIC HEIGHT  -        365.983 (meters)     1200.73  (feet) COMP
 NM1031  MODELED GRAVITY -    980,326.8   (mgal)                       NAVD 88
 NM1031
 NM1031  VERT ORDER      -  FIRST     CLASS II
 NM1031
 NM1031.The horizontal coordinates were scaled from a map and have
 NM1031.an estimated accuracy of +/- 6 seconds.
 NM1031
 NM1031.The orthometric height was determined by differential leveling and
 NM1031.adjusted by the NATIONAL GEODETIC SURVEY
 NM1031.in June 1991.
 NM1031
 NM1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1031.GEOID18 height accuracy estimate available here.
 NM1031
 NM1031.Click photographs - Photos may exist for this station.
 NM1031
 NM1031.The dynamic height is computed by dividing the NAVD 88
 NM1031.geopotential number by the normal gravity value computed on the
 NM1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1031.degrees latitude (g = 980.6199 gals.).
 NM1031
 NM1031.The modeled gravity was interpolated from observed gravity values.
 NM1031
 NM1031;                    North         East    Units  Estimated Accuracy
 NM1031;SPC SD S     -    63,620.      840,170.      MT  (+/- 180 meters Scaled)
 NM1031
 NM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312473(NAD 83)
 NM1031
 NM1031                          SUPERSEDED SURVEY CONTROL
 NM1031
 NM1031  NGVD 29 (??/??/92)  365.884  (m)         1200.40   (f) ADJ UNCH    1 2
 NM1031
 NM1031.Superseded values are not recommended for survey control.
 NM1031
 NM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1031.See file dsdata.pdf to determine how the superseded data were derived.
 NM1031
 NM1031_MARKER: DB = BENCH MARK DISK
 NM1031_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM1031+WITH SETTING: PAVEMENT
 NM1031_SP_SET: BASE
 NM1031_STAMPING: N 150 1934
 NM1031_MARK LOGO: CGS
 NM1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1031+STABILITY: SURFACE MOTION
 NM1031
 NM1031  HISTORY     - Date     Condition        Report By
 NM1031  HISTORY     - 1934     MONUMENTED       CGS
 NM1031  HISTORY     - 1949     GOOD             CGS
 NM1031  HISTORY     - 1968     MARK NOT FOUND   CGS
 NM1031  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM1031
 NM1031                          STATION DESCRIPTION
 NM1031
 NM1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1031'AT YANKTON.
 NM1031'AT YANKTON, AT THE BRIDGE OVER THE MISSOURI RIVER, 2.1 FEET
 NM1031'SOUTH OF THE NORTHWEST CORNER OF THE NORTH APPROACH OF THE
 NM1031'BRIDGE, 8.4 FEET WEST OF THE CENTER LINE OF THE BRIDGE, 0.4 FOOT
 NM1031'SOUTH OF AN ELECTRIC LIGHT POST, AND SET IN THE EXTENSION OF
 NM1031'THE CONCRETE BASE OF THE WEST SIDERAILING.  NOTE-- N 150 1934 IS
 NM1031'IN THE NORTH APPROACH OF THE BRIDGE INSTEAD OF THE SOUTH APPROACH
 NM1031'AS DESCRIBED IN THE OLD DESCRIPTION.
 NM1031
 NM1031                          STATION RECOVERY (1968)
 NM1031
 NM1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1031'MARK NOT FOUND.
 NM1031
 NM1031                          STATION RECOVERY (2012)
 NM1031
 NM1031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0953 ***********************************************************************
 NM0953  DESIGNATION -  N 151
 NM0953  PID         -  NM0953
 NM0953  STATE/COUNTY-  SD/CLAY
 NM0953  COUNTRY     -  US
 NM0953  USGS QUAD   -  GAYVILLE (2017)
 NM0953
 NM0953                         *CURRENT SURVEY CONTROL
 NM0953  ______________________________________________________________________
 NM0953* NAD 83(1986) POSITION- 42 52 50.40   (N) 097 09 06.90   (W)   HD_HELD1
 NM0953* NAVD 88 ORTHO HEIGHT -   353.329 (meters)     1159.21  (feet) ADJUSTED
 NM0953  ______________________________________________________________________
 NM0953  GEOID HEIGHT    -        -25.599 (meters)                     GEOID18
 NM0953  DYNAMIC HEIGHT  -        353.228 (meters)     1158.88  (feet) COMP
 NM0953  MODELED GRAVITY -    980,325.9   (mgal)                       NAVD 88
 NM0953
 NM0953  VERT ORDER      -  FIRST     CLASS II
 NM0953
 NM0953.The horizontal coordinates were determined by differentially corrected
 NM0953.hand held GPS observations or other comparable positioning techniques
 NM0953.and have an estimated accuracy of +/- 3 meters.
 NM0953
 NM0953.The orthometric height was determined by differential leveling and
 NM0953.adjusted by the NATIONAL GEODETIC SURVEY
 NM0953.in June 1991.
 NM0953
 NM0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0953.GEOID18 height accuracy estimate available here.
 NM0953
 NM0953.Click photographs - Photos may exist for this station.
 NM0953
 NM0953.The dynamic height is computed by dividing the NAVD 88
 NM0953.geopotential number by the normal gravity value computed on the
 NM0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0953.degrees latitude (g = 980.6199 gals.).
 NM0953
 NM0953.The modeled gravity was interpolated from observed gravity values.
 NM0953
 NM0953;                    North         East    Units  Estimated Accuracy
 NM0953;SPC SD S     -    65,781.9     859,850.9     MT  (+/- 3 meters HH1 GPS) 
 NM0953
 NM0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5092749219(NAD 83)
 NM0953
 NM0953                          SUPERSEDED SURVEY CONTROL
 NM0953
 NM0953  NGVD 29 (??/??/92)  353.114  (m)         1158.51   (f) ADJ UNCH    1 2
 NM0953
 NM0953.Superseded values are not recommended for survey control.
 NM0953
 NM0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0953.See file dsdata.pdf to determine how the superseded data were derived.
 NM0953
 NM0953_MARKER: DB = BENCH MARK DISK
 NM0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0953_STAMPING: N 151 1934
 NM0953_MARK LOGO: CGS
 NM0953_PROJECTION: PROJECTING 5 CENTIMETERS
 NM0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0953+STABILITY: SURFACE MOTION
 NM0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0953+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM0953
 NM0953  HISTORY     - Date     Condition        Report By
 NM0953  HISTORY     - 1934     MONUMENTED       CGS
 NM0953  HISTORY     - 19930908 GOOD             NGS
 NM0953  HISTORY     - 20120403 GOOD             INDIV
 NM0953
 NM0953                          STATION DESCRIPTION
 NM0953
 NM0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0953'1.2 MI SE FROM GAYVILLE.
 NM0953'1.25 MILES SOUTHEAST OF STATION ALONG C.M. ST. P. AND P.R.R.
 NM0953'AT GAYVILLE, 0.25 OF MILE SOUTHEAST OF M.P. 139, 48 FEET NORTHEAST
 NM0953'OF NORTHEAST RAIL, 41 FEET SOUTHWEST OF COUNTY ROAD, 21 FEET
 NM0953'SOUTHEAST OF FENCE CORNER, 1 FOOT SOUTHWEST OF R/W FENCE.
 NM0953'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NM0953
 NM0953                          STATION RECOVERY (1993)
 NM0953
 NM0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0953'19.6 KM (12.15 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM0953'OF STATE HIGHWAY 19 IN VERMILLION, 831.0 M (2726.4 FT) NORTHWEST OF
 NM0953'MILEPOST 397, 36.3 M (119.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM0953'WESTBOUND LANES OF THE HIGHWAY, 14.4 M (47.2 FT) NORTHEAST OF THE
 NM0953'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.5 M (4.9 FT) BELOW THE
 NM0953'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.1 M
 NM0953'(0.3 FT) WEST OF A STEEL GUARD POST, AND THE MONUMENT PROJECTS 0.05 M
 NM0953'(0.16 FT) ABOVE THE GROUND SURFACE.
 NM0953
 NM0953                          STATION RECOVERY (2012)
 NM0953
 NM0953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0288 ***********************************************************************
 OQ0288  DESIGNATION -  N 152
 OQ0288  PID         -  OQ0288
 OQ0288  STATE/COUNTY-  SD/MINNEHAHA
 OQ0288  COUNTRY     -  US
 OQ0288  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0288
 OQ0288                         *CURRENT SURVEY CONTROL
 OQ0288  ______________________________________________________________________
 OQ0288* NAD 83(1986) POSITION- 43 33 19.     (N) 096 43 10.     (W)   SCALED
 OQ0288* NAVD 88 ORTHO HEIGHT -   420.978 (meters)     1381.16  (feet) ADJUSTED
 OQ0288  ______________________________________________________________________
 OQ0288  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 OQ0288  DYNAMIC HEIGHT  -        420.867 (meters)     1380.79  (feet) COMP
 OQ0288  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 OQ0288
 OQ0288  VERT ORDER      -  SECOND    CLASS 0
 OQ0288
 OQ0288.The horizontal coordinates were scaled from a map and have
 OQ0288.an estimated accuracy of +/- 6 seconds.
 OQ0288
 OQ0288.The orthometric height was determined by differential leveling and
 OQ0288.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0288.in June 1991.
 OQ0288
 OQ0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0288.GEOID18 height accuracy estimate available here.
 OQ0288
 OQ0288.Click photographs - Photos may exist for this station.
 OQ0288
 OQ0288.The dynamic height is computed by dividing the NAVD 88
 OQ0288.geopotential number by the normal gravity value computed on the
 OQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0288.degrees latitude (g = 980.6199 gals.).
 OQ0288
 OQ0288.The modeled gravity was interpolated from observed gravity values.
 OQ0288
 OQ0288;                    North         East    Units  Estimated Accuracy
 OQ0288;SPC SD S     -   142,100.      891,890.      MT  (+/- 180 meters Scaled)
 OQ0288
 OQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP842250(NAD 83)
 OQ0288
 OQ0288                          SUPERSEDED SURVEY CONTROL
 OQ0288
 OQ0288  NGVD 29 (??/??/92)  420.704  (m)         1380.26   (f) ADJ UNCH    2 0
 OQ0288
 OQ0288.Superseded values are not recommended for survey control.
 OQ0288
 OQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0288.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0288
 OQ0288_MARKER: DB = BENCH MARK DISK
 OQ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0288_STAMPING: N 152 1949
 OQ0288_MARK LOGO: CGS
 OQ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0288+STABILITY: SURFACE MOTION
 OQ0288
 OQ0288  HISTORY     - Date     Condition        Report By
 OQ0288  HISTORY     - UNK      MONUMENTED       CGS
 OQ0288  HISTORY     - 1949     MARK NOT FOUND   CGS
 OQ0288
 OQ0288                          STATION DESCRIPTION
 OQ0288
 OQ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0288'0.4 MI NE FROM SIOUX FALLS.
 OQ0288'0.4 MILE NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 OQ0288'AT SIOUX FALLS, MINNEHAHA COUNTY, 55 YARDS SOUTHWEST OF POLE
 OQ0288'57/30, 33.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34 FEET EAST
 OQ0288'OF THE CENTERLINE OF NORTH WEBER AVENUE, AND 8 FEET EAST OF THE
 OQ0288'EAST EDGE OF THE CURB OF THE AVENUE.  A STANDARD DISK SET IN THE
 OQ0288'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 OQ0288'NOTE-- IT IS VERY POSSIBLE THAT IT WAS GRADED OUT OR COVERED
 OQ0288'DURING RECENT WIDENING OF NORTH WEBER AVENUE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0232 ***********************************************************************
 QR0232  DESIGNATION -  N 16
 QR0232  PID         -  QR0232
 QR0232  STATE/COUNTY-  SD/FAULK
 QR0232  COUNTRY     -  US
 QR0232  USGS QUAD   -  FAULKTON WEST (2017)
 QR0232
 QR0232                         *CURRENT SURVEY CONTROL
 QR0232  ______________________________________________________________________
 QR0232* NAD 83(1986) POSITION- 45 04 17.     (N) 099 09 21.     (W)   SCALED
 QR0232* NAVD 88 ORTHO HEIGHT -   491.003 (meters)     1610.90  (feet) ADJUSTED
 QR0232  ______________________________________________________________________
 QR0232  GEOID HEIGHT    -        -23.567 (meters)                     GEOID18
 QR0232  DYNAMIC HEIGHT  -        490.939 (meters)     1610.69  (feet) COMP
 QR0232  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 QR0232
 QR0232  VERT ORDER      -  FIRST     CLASS II
 QR0232
 QR0232.The horizontal coordinates were scaled from a map and have
 QR0232.an estimated accuracy of +/- 6 seconds.
 QR0232
 QR0232.The orthometric height was determined by differential leveling and
 QR0232.adjusted by the NATIONAL GEODETIC SURVEY
 QR0232.in June 1991.
 QR0232
 QR0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0232.GEOID18 height accuracy estimate available here.
 QR0232
 QR0232.Click photographs - Photos may exist for this station.
 QR0232
 QR0232.The dynamic height is computed by dividing the NAVD 88
 QR0232.geopotential number by the normal gravity value computed on the
 QR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0232.degrees latitude (g = 980.6199 gals.).
 QR0232
 QR0232.The modeled gravity was interpolated from observed gravity values.
 QR0232
 QR0232;                    North         East    Units  Estimated Accuracy
 QR0232;SPC SD N     -   137,920.      666,470.      MT  (+/- 180 meters Scaled)
 QR0232
 QR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ877908(NAD 83)
 QR0232
 QR0232                          SUPERSEDED SURVEY CONTROL
 QR0232
 QR0232  NGVD 29 (??/??/92)  490.650  (m)         1609.74   (f) ADJ UNCH    1 2
 QR0232
 QR0232.Superseded values are not recommended for survey control.
 QR0232
 QR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0232.See file dsdata.pdf to determine how the superseded data were derived.
 QR0232
 QR0232_MARKER: DB = BENCH MARK DISK
 QR0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0232_STAMPING: 1609.741 N 16 1926
 QR0232_MARK LOGO: CGS
 QR0232_PROJECTION: PROJECTING 8 CENTIMETERS
 QR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0232+STABILITY: SURFACE MOTION
 QR0232
 QR0232  HISTORY     - Date     Condition        Report By
 QR0232  HISTORY     - 1926     MONUMENTED       CGS
 QR0232  HISTORY     - 1934     GOOD             CGS
 QR0232
 QR0232                          STATION DESCRIPTION
 QR0232
 QR0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0232'3.5 MI NW FROM FAULKTON.
 QR0232'3.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0232'PACIFIC RAILROAD FROM FAULKTON, FAULK COUNTY, AT A SECTION-LINE
 QR0232'CROSSING, 107 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 68
 QR0232'FEET NORTH OF THE CENTER LINE OF THE SECTION-LINE ROAD, 48.5 FEET
 QR0232'WEST OF THE CENTER LINE OF THE TRACK, 9.5 FEET SOUTH OF THE
 QR0232'FIRST POLE NORTHWEST OF THE CROSSING, AND IN LINE WITH THE ROW
 QR0232'OF POLES.  A STANDARD DISK, STAMPED 1609.741 N 16 1926 AND SET
 QR0232'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 QR0232'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0176 ***********************************************************************
 QR0176  DESIGNATION -  N 17
 QR0176  PID         -  QR0176
 QR0176  STATE/COUNTY-  SD/EDMUNDS
 QR0176  COUNTRY     -  US
 QR0176  USGS QUAD   -  HOSMER (2017)
 QR0176
 QR0176                         *CURRENT SURVEY CONTROL
 QR0176  ______________________________________________________________________
 QR0176* NAD 83(1986) POSITION- 45 34 40.     (N) 099 28 18.     (W)   SCALED
 QR0176* NAVD 88 ORTHO HEIGHT -   581.355 (meters)     1907.33  (feet) ADJUSTED
 QR0176  ______________________________________________________________________
 QR0176  GEOID HEIGHT    -        -22.908 (meters)                     GEOID18
 QR0176  DYNAMIC HEIGHT  -        581.300 (meters)     1907.15  (feet) COMP
 QR0176  MODELED GRAVITY -    980,502.2   (mgal)                       NAVD 88
 QR0176
 QR0176  VERT ORDER      -  FIRST     CLASS II
 QR0176
 QR0176.The horizontal coordinates were scaled from a map and have
 QR0176.an estimated accuracy of +/- 6 seconds.
 QR0176
 QR0176.The orthometric height was determined by differential leveling and
 QR0176.adjusted by the NATIONAL GEODETIC SURVEY
 QR0176.in June 1991.
 QR0176
 QR0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0176.GEOID18 height accuracy estimate available here.
 QR0176
 QR0176.Click photographs - Photos may exist for this station.
 QR0176
 QR0176.The dynamic height is computed by dividing the NAVD 88
 QR0176.geopotential number by the normal gravity value computed on the
 QR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0176.degrees latitude (g = 980.6199 gals.).
 QR0176
 QR0176.The modeled gravity was interpolated from observed gravity values.
 QR0176
 QR0176;                    North         East    Units  Estimated Accuracy
 QR0176;SPC SD N     -   193,990.      641,240.      MT  (+/- 180 meters Scaled)
 QR0176
 QR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR632472(NAD 83)
 QR0176
 QR0176                          SUPERSEDED SURVEY CONTROL
 QR0176
 QR0176.No superseded survey control is available for this station.
 QR0176
 QR0176_MARKER: DB = BENCH MARK DISK
 QR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0176_STAMPING: 1906.026 N 17 1927
 QR0176_MARK LOGO: CGS
 QR0176_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0176+STABILITY: SURFACE MOTION
 QR0176
 QR0176  HISTORY     - Date     Condition        Report By
 QR0176  HISTORY     - 1927     MONUMENTED       CGS
 QR0176  HISTORY     - 1934     GOOD             CGS
 QR0176  HISTORY     - 1974     GOOD             USGS
 QR0176
 QR0176                          STATION DESCRIPTION
 QR0176
 QR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0176'AT HOSMER.
 QR0176'AT HOSMER, EDMUNDS COUNTY, 700 FEET SOUTHEAST OF THE CHICAGO,
 QR0176'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 124 FEET EAST
 QR0176'OF THE SOUTHEAST CORNER OF A STOCK PEN, 92.5 FEET WEST OF A
 QR0176'CORNER POST ON THE SOUTH SIDE OF A ROAD, AND 31 FEET NORTHEAST OF
 QR0176'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 1906.026
 QR0176'N 17 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QR0176'INCHES ABOVE GROUND.  AT HOSMER, NEAR THE 1/4 COR. BETWEEN SEC.
 QR0176'1 AND 2, T124N, R71W, 55 FT. S. AND 33 FT. E. OF STREET AND R.R.
 QR0176'CROSSING, AND 44 FT. SE OF POWER POLE, A STANDARD TABLET SET IN
 QR0176'A CONCRETE POST, STAMPED N 17 1927.
 QR0176
 QR0176                          STATION RECOVERY (1974)
 QR0176
 QR0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1979 ***********************************************************************
 PU1979  DESIGNATION -  N 176
 PU1979  PID         -  PU1979
 PU1979  STATE/COUNTY-  SD/BUTTE
 PU1979  COUNTRY     -  US
 PU1979  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1979
 PU1979                         *CURRENT SURVEY CONTROL
 PU1979  ______________________________________________________________________
 PU1979* NAD 83(1986) POSITION- 44 41 32.     (N) 103 52 14.     (W)   SCALED
 PU1979* NAVD 88 ORTHO HEIGHT -   931.244 (meters)     3055.26  (feet) ADJUSTED
 PU1979  ______________________________________________________________________
 PU1979  GEOID HEIGHT    -        -15.351 (meters)                     GEOID18
 PU1979  DYNAMIC HEIGHT  -        930.978 (meters)     3054.38  (feet) COMP
 PU1979  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 PU1979
 PU1979  VERT ORDER      -  SECOND    CLASS 0
 PU1979
 PU1979.The horizontal coordinates were scaled from a map and have
 PU1979.an estimated accuracy of +/- 6 seconds.
 PU1979
 PU1979.The orthometric height was determined by differential leveling and
 PU1979.adjusted by the NATIONAL GEODETIC SURVEY
 PU1979.in June 1991.
 PU1979
 PU1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1979.GEOID18 height accuracy estimate available here.
 PU1979
 PU1979.Click photographs - Photos may exist for this station.
 PU1979
 PU1979.The dynamic height is computed by dividing the NAVD 88
 PU1979.geopotential number by the normal gravity value computed on the
 PU1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1979.degrees latitude (g = 980.6199 gals.).
 PU1979
 PU1979.The modeled gravity was interpolated from observed gravity values.
 PU1979
 PU1979;                    North         East    Units  Estimated Accuracy
 PU1979;SPC SD N     -   102,770.      293,320.      MT  (+/- 180 meters Scaled)
 PU1979
 PU1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK894493(NAD 83)
 PU1979
 PU1979                          SUPERSEDED SURVEY CONTROL
 PU1979
 PU1979  NGVD 29 (??/??/92)  930.763  (m)         3053.68   (f) ADJ UNCH    2 0
 PU1979
 PU1979.Superseded values are not recommended for survey control.
 PU1979
 PU1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1979.See file dsdata.pdf to determine how the superseded data were derived.
 PU1979
 PU1979_MARKER: DB = BENCH MARK DISK
 PU1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1979_STAMPING: N 176 1934
 PU1979_MARK LOGO: CGS
 PU1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1979+STABILITY: SURFACE MOTION
 PU1979
 PU1979  HISTORY     - Date     Condition        Report By
 PU1979  HISTORY     - 1934     MONUMENTED       CGS
 PU1979  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1979  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1979
 PU1979                          STATION DESCRIPTION
 PU1979
 PU1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1979'1.8 MI NW FROM BELLE FOURCHE.
 PU1979'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE CENTER OF
 PU1979'BELLE FOURCHE, BUTTE COUNTY, 0.1 MILE SOUTHEAST OF THE FIRST
 PU1979'ROAD JUNCTION SOUTHEAST OF THE BELLE FOURCHE STOCK CORRALS, 4
 PU1979'FEET FROM THE SIXTH TELEPHONE POLE SOUTHEAST OF A ROAD LEADING
 PU1979'WEST, 60 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PU1979'IN LINE WITH THE ROW OF TELEPHONE POLES.  A STANDARD DISK,
 PU1979'STAMPED N 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PU1979
 PU1979                          STATION RECOVERY (1962)
 PU1979
 PU1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1979'MARK NOT FOUND.
 PU1979
 PU1979                          STATION RECOVERY (1995)
 PU1979
 PU1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1979'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0569 ***********************************************************************
 OT0569  DESIGNATION -  N 178
 OT0569  PID         -  OT0569
 OT0569  STATE/COUNTY-  SD/CUSTER
 OT0569  COUNTRY     -  US
 OT0569  USGS QUAD   -  ARGYLE (2017)
 OT0569
 OT0569                         *CURRENT SURVEY CONTROL
 OT0569  ______________________________________________________________________
 OT0569* NAD 83(1986) POSITION- 43 33 30.97   (N) 103 38 54.94   (W)   HD_HELD1
 OT0569* NAVD 88 ORTHO HEIGHT -  1446.552 (meters)     4745.90  (feet) ADJUSTED
 OT0569  ______________________________________________________________________
 OT0569  GEOID HEIGHT    -        -14.382 (meters)                     GEOID18
 OT0569  DYNAMIC HEIGHT  -       1445.901 (meters)     4743.76  (feet) COMP
 OT0569  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 OT0569
 OT0569  VERT ORDER      -  FIRST     CLASS II
 OT0569
 OT0569.The horizontal coordinates were determined by differentially corrected
 OT0569.hand held GPS observations or other comparable positioning techniques
 OT0569.and have an estimated accuracy of +/- 3 meters.
 OT0569
 OT0569.The orthometric height was determined by differential leveling and
 OT0569.adjusted by the NATIONAL GEODETIC SURVEY
 OT0569.in October 1997.
 OT0569
 OT0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0569.GEOID18 height accuracy estimate available here.
 OT0569
 OT0569.Click photographs - Photos may exist for this station.
 OT0569
 OT0569.The dynamic height is computed by dividing the NAVD 88
 OT0569.geopotential number by the normal gravity value computed on the
 OT0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0569.degrees latitude (g = 980.6199 gals.).
 OT0569
 OT0569.The modeled gravity was interpolated from observed gravity values.
 OT0569
 OT0569;                    North         East    Units  Estimated Accuracy
 OT0569;SPC SD S     -   141,461.4     332,228.1     MT  (+/- 3 meters HH1 GPS) 
 OT0569
 OT0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0914823736(NAD 83)
 OT0569
 OT0569                          SUPERSEDED SURVEY CONTROL
 OT0569
 OT0569  NAVD 88 (06/15/91) 1446.529  (m)         4745.82   (f) SUPERSEDED  1 2
 OT0569  NGVD 29 (??/??/92) 1445.928  (m)         4743.85   (f) ADJ UNCH    1 2
 OT0569
 OT0569.Superseded values are not recommended for survey control.
 OT0569
 OT0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0569.See file dsdata.pdf to determine how the superseded data were derived.
 OT0569
 OT0569_MARKER: DB = BENCH MARK DISK
 OT0569_SETTING: 66 = SET IN ROCK OUTCROP
 OT0569_STAMPING: N 178 1934
 OT0569_MARK LOGO: CGS
 OT0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0569+STABILITY: POSITION/ELEVATION WELL
 OT0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0569+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0569
 OT0569  HISTORY     - Date     Condition        Report By
 OT0569  HISTORY     - 1934     MONUMENTED       CGS
 OT0569  HISTORY     - 19950410 GOOD             NGS
 OT0569
 OT0569                          STATION DESCRIPTION
 OT0569
 OT0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0569'5.6 MI SW FROM PRINGLE.
 OT0569'ABOUT 5.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0569'RAILROAD FROM THE STATION AT PRINGLE, CUSTER COUNTY, ABOUT 0.3
 OT0569'MILE SOUTHWEST OF MILEPOST 27, ABOUT 170 FEET EAST OF THE WEST
 OT0569'END OF A CUT, 6.2 FEET SOUTH OF THE SOUTH RAIL, ABOUT 1 FOOT
 OT0569'SOUTH OF THE SOUTH WALL OF THE CUT, ON A 1- BY 1 1/2-FOOT ROCK
 OT0569'SHELF, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 OT0569'STAMPED N 178 1934.
 OT0569
 OT0569                          STATION RECOVERY (1995)
 OT0569
 OT0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0569'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 OT0569'IN PRINGLE, THENCE 9.0 KM (5.60 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 OT0569'IN AN EXPOSED AREA OF BEDROCK NEAR THE CENTER OF AN ABANDONED RAILROAD
 OT0569'CUT, 119.7 M (392.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 51.8 M
 OT0569'(169.9 FT) NORTH OF THE SOUTH END OF THE CUT, 34.1 M (111.9 FT) EAST
 OT0569'OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 3.0 M (9.8 FT) EAST OF
 OT0569'THE CENTER OF THE RAILROAD GRADE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 OT0569'THE RAILROAD GRADE, AND 0.1 M (0.3 FT) WEST OF THE EAST FACE OF THE
 OT0569'CUT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0347 ***********************************************************************
 OS0347  DESIGNATION -  N 18
 OS0347  PID         -  OS0347
 OS0347  STATE/COUNTY-  SD/BENNETT
 OS0347  COUNTRY     -  US
 OS0347  USGS QUAD   -  MARTIN (2017)
 OS0347
 OS0347                         *CURRENT SURVEY CONTROL
 OS0347  ______________________________________________________________________
 OS0347* NAD 83(1986) POSITION- 43 07 42.     (N) 101 43 55.     (W)   SCALED
 OS0347* NAVD 88 ORTHO HEIGHT -   965.649 (meters)     3168.13  (feet) ADJUSTED
 OS0347  ______________________________________________________________________
 OS0347  GEOID HEIGHT    -        -19.638 (meters)                     GEOID18
 OS0347  DYNAMIC HEIGHT  -        965.236 (meters)     3166.78  (feet) COMP
 OS0347  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 OS0347
 OS0347  VERT ORDER      -  SECOND    CLASS 0
 OS0347
 OS0347.The horizontal coordinates were scaled from a map and have
 OS0347.an estimated accuracy of +/- 6 seconds.
 OS0347
 OS0347.The orthometric height was determined by differential leveling and
 OS0347.adjusted by the NATIONAL GEODETIC SURVEY
 OS0347.in June 1991.
 OS0347
 OS0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0347.GEOID18 height accuracy estimate available here.
 OS0347
 OS0347.Click photographs - Photos may exist for this station.
 OS0347
 OS0347.The dynamic height is computed by dividing the NAVD 88
 OS0347.geopotential number by the normal gravity value computed on the
 OS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0347.degrees latitude (g = 980.6199 gals.).
 OS0347
 OS0347.The modeled gravity was interpolated from observed gravity values.
 OS0347
 OS0347;                    North         East    Units  Estimated Accuracy
 OS0347;SPC SD S     -    89,280.      486,210.      MT  (+/- 180 meters Scaled)
 OS0347
 OS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN777786(NAD 83)
 OS0347
 OS0347                          SUPERSEDED SURVEY CONTROL
 OS0347
 OS0347  NGVD 29 (??/??/92)  965.202  (m)         3166.67   (f) ADJ UNCH    2 0
 OS0347
 OS0347.Superseded values are not recommended for survey control.
 OS0347
 OS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0347.See file dsdata.pdf to determine how the superseded data were derived.
 OS0347
 OS0347_MARKER: DB = BENCH MARK DISK
 OS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0347_STAMPING: N 18 1934
 OS0347_MARK LOGO: CGS
 OS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0347+STABILITY: SURFACE MOTION
 OS0347
 OS0347  HISTORY     - Date     Condition        Report By
 OS0347  HISTORY     - 1934     MONUMENTED       CGS
 OS0347
 OS0347                          STATION DESCRIPTION
 OS0347
 OS0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0347'3.5 MI S FROM MARTIN.
 OS0347'3.5 MILES SOUTH ALONG STATE HIGHWAY 73 FROM MARTIN, BENNETT
 OS0347'COUNTY, 0.1 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER A SMALL
 OS0347'STREAM, 34 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 OS0347'7 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 OS0347'N 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0229 ***********************************************************************
 QQ0229  DESIGNATION -  N 19
 QQ0229  PID         -  QQ0229
 QQ0229  STATE/COUNTY-  SD/DAY
 QQ0229  COUNTRY     -  US
 QQ0229  USGS QUAD   -  WAUBAY SW (2017)
 QQ0229
 QQ0229                         *CURRENT SURVEY CONTROL
 QQ0229  ______________________________________________________________________
 QQ0229* NAD 83(1986) POSITION- 45 19 23.     (N) 097 25 40.     (W)   SCALED
 QQ0229* NAVD 88 ORTHO HEIGHT -   558.125 (meters)     1831.12  (feet) ADJUSTED
 QQ0229  ______________________________________________________________________
 QQ0229  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 QQ0229  DYNAMIC HEIGHT  -        558.061 (meters)     1830.91  (feet) COMP
 QQ0229  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 QQ0229
 QQ0229  VERT ORDER      -  FIRST     CLASS II
 QQ0229
 QQ0229.The horizontal coordinates were scaled from a map and have
 QQ0229.an estimated accuracy of +/- 6 seconds.
 QQ0229
 QQ0229.The orthometric height was determined by differential leveling and
 QQ0229.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0229.in June 1991.
 QQ0229
 QQ0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0229.GEOID18 height accuracy estimate available here.
 QQ0229
 QQ0229.Click photographs - Photos may exist for this station.
 QQ0229
 QQ0229.The dynamic height is computed by dividing the NAVD 88
 QQ0229.geopotential number by the normal gravity value computed on the
 QQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0229.degrees latitude (g = 980.6199 gals.).
 QQ0229
 QQ0229.The modeled gravity was interpolated from observed gravity values.
 QQ0229
 QQ0229;                    North         East    Units  Estimated Accuracy
 QQ0229;SPC SD N     -   168,750.      801,630.      MT  (+/- 180 meters Scaled)
 QQ0229
 QQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR232200(NAD 83)
 QQ0229
 QQ0229                          SUPERSEDED SURVEY CONTROL
 QQ0229
 QQ0229  NGVD 29 (??/??/92)  557.842  (m)         1830.19   (f) ADJ UNCH    1 2
 QQ0229
 QQ0229.Superseded values are not recommended for survey control.
 QQ0229
 QQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0229.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0229
 QQ0229_MARKER: DB = BENCH MARK DISK
 QQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0229_STAMPING: N 19 1931 1830.187
 QQ0229_MARK LOGO: CGS
 QQ0229_PROJECTION: RECESSED 10 CENTIMETERS
 QQ0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0229+STABILITY: SURFACE MOTION
 QQ0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0229+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0229
 QQ0229  HISTORY     - Date     Condition        Report By
 QQ0229  HISTORY     - 1931     MONUMENTED       CGS
 QQ0229  HISTORY     - 1941     GOOD             CGS
 QQ0229  HISTORY     - 19970314 GOOD             NGS
 QQ0229
 QQ0229                          STATION DESCRIPTION
 QQ0229
 QQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0229'6 MI W FROM WAUBAY.
 QQ0229'6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0229'RAILROAD FROM WAUBAY, DAY COUNTY, 0.5 MILES WEST OF BLOCK SIGNAL
 QQ0229'231.1, AT A ROAD CROSSING, 117.5 FEET SOUTH OF THE CENTER LINE
 QQ0229'OF THE TRACK, AND 45 FEET EAST OF THE CENTER LINE OF THE ROAD.
 QQ0229'A STANDARD DISK STAMPED 1830.187 N 19 1931 AND SET IN THE TOP
 QQ0229'OF A CONCRETE POST FLUSH WITH THE GROUND.
 QQ0229
 QQ0229                          STATION RECOVERY (1941)
 QQ0229
 QQ0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0229'RECOVERED IN GOOD CONDITION.
 QQ0229
 QQ0229                          STATION RECOVERY (1997)
 QQ0229
 QQ0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0229'7.2 KM (4.45 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0229'STATE HIGHWAY 25 IN WEBSTER, THENCE 1.9 KM (1.20 MI) SOUTHERLY ALONG A
 QQ0229'GRAVELED AND TRACK ROAD, 34.2 M (112.2 FT) SOUTH OF THE NEAR RAIL OF
 QQ0229'THE BURLINGTON NORTHERN RAILROAD, 13.1 M (43.0 FT) EAST OF THE ROAD
 QQ0229'CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 QQ0229'WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 QQ0229'BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0296 ***********************************************************************
 OQ0296  DESIGNATION -  N 2
 OQ0296  PID         -  OQ0296
 OQ0296  STATE/COUNTY-  SD/LAKE
 OQ0296  COUNTRY     -  US
 OQ0296  USGS QUAD   -  WENTWORTH (2017)
 OQ0296
 OQ0296                         *CURRENT SURVEY CONTROL
 OQ0296  ______________________________________________________________________
 OQ0296* NAD 83(1986) POSITION- 43 59 37.34   (N) 096 56 36.61   (W)   HD_HELD1
 OQ0296* NAVD 88 ORTHO HEIGHT -   512.195 (meters)     1680.43  (feet) ADJUSTED
 OQ0296  ______________________________________________________________________
 OQ0296  GEOID HEIGHT    -        -25.822 (meters)                     GEOID18
 OQ0296  DYNAMIC HEIGHT  -        512.078 (meters)     1680.04  (feet) COMP
 OQ0296  MODELED GRAVITY -    980,374.9   (mgal)                       NAVD 88
 OQ0296
 OQ0296  VERT ORDER      -  FIRST     CLASS II
 OQ0296
 OQ0296.The horizontal coordinates were determined by differentially corrected
 OQ0296.hand held GPS observations or other comparable positioning techniques
 OQ0296.and have an estimated accuracy of +/- 3 meters.
 OQ0296
 OQ0296.The orthometric height was determined by differential leveling and
 OQ0296.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0296.in June 1991.
 OQ0296
 OQ0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0296.GEOID18 height accuracy estimate available here.
 OQ0296
 OQ0296.Click photographs - Photos may exist for this station.
 OQ0296
 OQ0296.The dynamic height is computed by dividing the NAVD 88
 OQ0296.geopotential number by the normal gravity value computed on the
 OQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0296.degrees latitude (g = 980.6199 gals.).
 OQ0296
 OQ0296.The modeled gravity was interpolated from observed gravity values.
 OQ0296
 OQ0296;                    North         East    Units  Estimated Accuracy
 OQ0296;SPC SD S     -   190,003.4     871,819.2     MT  (+/- 3 meters HH1 GPS) 
 OQ0296
 OQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6489673229(NAD 83)
 OQ0296
 OQ0296                          SUPERSEDED SURVEY CONTROL
 OQ0296
 OQ0296  NGVD 29 (??/??/92)  511.914  (m)         1679.50   (f) ADJ UNCH    1 2
 OQ0296
 OQ0296.Superseded values are not recommended for survey control.
 OQ0296
 OQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0296.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0296
 OQ0296_MARKER: P = PIPE CAP
 OQ0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0296_STAMPING: N 2 1679.504 FT
 OQ0296_MARK LOGO: CGS
 OQ0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0296+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2011
 OQ0296
 OQ0296  HISTORY     - Date     Condition        Report By
 OQ0296  HISTORY     - 1905     MONUMENTED       CGS
 OQ0296  HISTORY     - 1934     GOOD             CGS
 OQ0296  HISTORY     - 19990924 GOOD             LOCENG
 OQ0296  HISTORY     - 20110404 GOOD             INDIV
 OQ0296
 OQ0296                          STATION DESCRIPTION
 OQ0296
 OQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0296'1.2 MI E FROM WENTWORTH.
 OQ0296'1.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0296'RAILROAD FROM WENTWORTH, LAKE COUNTY, 0.3 MILE EAST OF THE
 OQ0296'SOUTHWEST CORNER OF SECTION 10, T 106 N, R 51 W, AT THE CROSSING
 OQ0296'OF A SECTION-LINE ROAD, 87 FEET NORTH OF THE CENTERLINE OF THE
 OQ0296'ROAD, 53 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 128 FEET
 OQ0296'NORTHWEST OF A FENCE CORNER, 15 FEET NORTHEAST OF THE FIRST POLE
 OQ0296'NORTH OF THE ROAD, 2 FEET NORTHEAST OF THE FENCE, AND 4 INCHES
 OQ0296'BELOW THE SURFACE OF THE GROUND.  A STANDARD CAP FASTENED ON THE
 OQ0296'TOP OF A 3-1/2-INCH IRON PIPE.
 OQ0296
 OQ0296                          STATION RECOVERY (1999)
 OQ0296
 OQ0296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (MD)
 OQ0296'RECOVERED AS DESCRIBED.
 OQ0296
 OQ0296                          STATION RECOVERY (2011)
 OQ0296
 OQ0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1081 ***********************************************************************
 PU1081  DESIGNATION -  N 2 B 1
 PU1081  PID         -  PU1081
 PU1081  STATE/COUNTY-  SD/BUTTE
 PU1081  COUNTRY     -  US
 PU1081  USGS QUAD   -  NEWELL LAKE (2017)
 PU1081
 PU1081                         *CURRENT SURVEY CONTROL
 PU1081  ______________________________________________________________________
 PU1081* NAD 83(1986) POSITION- 44 51 28.     (N) 103 25 29.     (W)   SCALED
 PU1081* NAVD 88 ORTHO HEIGHT -   915.059 (meters)     3002.16  (feet) ADJUSTED
 PU1081  ______________________________________________________________________
 PU1081  GEOID HEIGHT    -        -16.402 (meters)                     GEOID18
 PU1081  DYNAMIC HEIGHT  -        914.833 (meters)     3001.41  (feet) COMP
 PU1081  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 PU1081
 PU1081  VERT ORDER      -  SECOND    CLASS 0
 PU1081
 PU1081.The horizontal coordinates were scaled from a map and have
 PU1081.an estimated accuracy of +/- 6 seconds.
 PU1081
 PU1081.The orthometric height was determined by differential leveling and
 PU1081.adjusted by the NATIONAL GEODETIC SURVEY
 PU1081.in June 1991.
 PU1081
 PU1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1081.GEOID18 height accuracy estimate available here.
 PU1081
 PU1081.Click photographs - Photos may exist for this station.
 PU1081
 PU1081.The dynamic height is computed by dividing the NAVD 88
 PU1081.geopotential number by the normal gravity value computed on the
 PU1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1081.degrees latitude (g = 980.6199 gals.).
 PU1081
 PU1081.The modeled gravity was interpolated from observed gravity values.
 PU1081
 PU1081;                    North         East    Units  Estimated Accuracy
 PU1081;SPC SD N     -   119,560.      329,400.      MT  (+/- 180 meters Scaled)
 PU1081
 PU1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK244683(NAD 83)
 PU1081
 PU1081                          SUPERSEDED SURVEY CONTROL
 PU1081
 PU1081  NGVD 29 (??/??/92)  914.58   (m)         3000.6    (f) COMPUTED    2 0
 PU1081
 PU1081.Superseded values are not recommended for survey control.
 PU1081
 PU1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1081.See file dsdata.pdf to determine how the superseded data were derived.
 PU1081
 PU1081_MARKER: Z = SEE DESCRIPTION
 PU1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1081_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1081+STABILITY: SURFACE MOTION
 PU1081
 PU1081  HISTORY     - Date     Condition        Report By
 PU1081  HISTORY     - UNK      MONUMENTED       USAF
 PU1081  HISTORY     - 1963     GOOD             CGS
 PU1081
 PU1081                          STATION DESCRIPTION
 PU1081
 PU1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1081'7.4 MI S FROM CASTLE ROCK.
 PU1081'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1081'AT CASTLE ROCK, 136 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1081'36 FEET EAST OF A NORTH-SOUTH FENCE, ABOUT 6 FEET ABOVE THE
 PU1081'LEVEL OF THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 PU1081'TRIBRACH.  USAF MONOLITH AZ HELD ON THE CENTER OF THE TRIBRACH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1080 ***********************************************************************
 PU1080  DESIGNATION -  N 2 B 2
 PU1080  PID         -  PU1080
 PU1080  STATE/COUNTY-  SD/BUTTE
 PU1080  COUNTRY     -  US
 PU1080  USGS QUAD   -  NEWELL LAKE (2017)
 PU1080
 PU1080                         *CURRENT SURVEY CONTROL
 PU1080  ______________________________________________________________________
 PU1080* NAD 83(1986) POSITION- 44 51 18.     (N) 103 25 15.     (W)   SCALED
 PU1080* NAVD 88 ORTHO HEIGHT -   908.411 (meters)     2980.35  (feet) ADJUSTED
 PU1080  ______________________________________________________________________
 PU1080  GEOID HEIGHT    -        -16.407 (meters)                     GEOID18
 PU1080  DYNAMIC HEIGHT  -        908.187 (meters)     2979.61  (feet) COMP
 PU1080  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 PU1080
 PU1080  VERT ORDER      -  SECOND    CLASS 0
 PU1080
 PU1080.The horizontal coordinates were scaled from a map and have
 PU1080.an estimated accuracy of +/- 6 seconds.
 PU1080
 PU1080.The orthometric height was determined by differential leveling and
 PU1080.adjusted by the NATIONAL GEODETIC SURVEY
 PU1080.in June 1991.
 PU1080
 PU1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1080.GEOID18 height accuracy estimate available here.
 PU1080
 PU1080.Click photographs - Photos may exist for this station.
 PU1080
 PU1080.The dynamic height is computed by dividing the NAVD 88
 PU1080.geopotential number by the normal gravity value computed on the
 PU1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1080.degrees latitude (g = 980.6199 gals.).
 PU1080
 PU1080.The modeled gravity was interpolated from observed gravity values.
 PU1080
 PU1080;                    North         East    Units  Estimated Accuracy
 PU1080;SPC SD N     -   119,240.      329,690.      MT  (+/- 180 meters Scaled)
 PU1080
 PU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK247680(NAD 83)
 PU1080
 PU1080                          SUPERSEDED SURVEY CONTROL
 PU1080
 PU1080  NGVD 29 (??/??/92)  907.93   (m)         2978.8    (f) COMPUTED    2 0
 PU1080
 PU1080.Superseded values are not recommended for survey control.
 PU1080
 PU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1080.See file dsdata.pdf to determine how the superseded data were derived.
 PU1080
 PU1080_MARKER: Z = SEE DESCRIPTION
 PU1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1080_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1080+STABILITY: SURFACE MOTION
 PU1080
 PU1080  HISTORY     - Date     Condition        Report By
 PU1080  HISTORY     - UNK      MONUMENTED       USAF
 PU1080  HISTORY     - 1963     GOOD             CGS
 PU1080
 PU1080                          STATION DESCRIPTION
 PU1080
 PU1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1080'7.6 MI S FROM CASTLE ROCK.
 PU1080'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1080'AT CASTLE ROCK, THENCE 0.25 MILE SOUTHEAST ACROSS PASTURE LAND,
 PU1080'ON THE TOP OF A FLAT RIDGE, ABOUT 1028 FEET NORTHEAST OF THE
 PU1080'LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1080'USAF MONOLITH AZ. HELD ON THE CENTER OF THE TRIBRACH
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0061 ***********************************************************************
 QR0061  DESIGNATION -  N 20
 QR0061  PID         -  QR0061
 QR0061  STATE/COUNTY-  SD/BROWN
 QR0061  COUNTRY     -  US
 QR0061  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0061
 QR0061                         *CURRENT SURVEY CONTROL
 QR0061  ______________________________________________________________________
 QR0061* NAD 83(1986) POSITION- 45 27 57.     (N) 098 23 30.     (W)   SCALED
 QR0061* NAVD 88 ORTHO HEIGHT -   395.881 (meters)     1298.82  (feet) ADJUSTED
 QR0061  ______________________________________________________________________
 QR0061  GEOID HEIGHT    -        -24.573 (meters)                     GEOID18
 QR0061  DYNAMIC HEIGHT  -        395.853 (meters)     1298.73  (feet) COMP
 QR0061  MODELED GRAVITY -    980,535.3   (mgal)                       NAVD 88
 QR0061
 QR0061  VERT ORDER      -  FIRST     CLASS II
 QR0061
 QR0061.The horizontal coordinates were scaled from a map and have
 QR0061.an estimated accuracy of +/- 6 seconds.
 QR0061
 QR0061.The orthometric height was determined by differential leveling and
 QR0061.adjusted by the NATIONAL GEODETIC SURVEY
 QR0061.in July 1998.
 QR0061
 QR0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0061.GEOID18 height accuracy estimate available here.
 QR0061
 QR0061.Click photographs - Photos may exist for this station.
 QR0061
 QR0061.The dynamic height is computed by dividing the NAVD 88
 QR0061.geopotential number by the normal gravity value computed on the
 QR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0061.degrees latitude (g = 980.6199 gals.).
 QR0061
 QR0061.The modeled gravity was interpolated from observed gravity values.
 QR0061
 QR0061;                    North         East    Units  Estimated Accuracy
 QR0061;SPC SD N     -   182,660.      725,770.      MT  (+/- 180 meters Scaled)
 QR0061
 QR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR475348(NAD 83)
 QR0061
 QR0061                          SUPERSEDED SURVEY CONTROL
 QR0061
 QR0061  NAVD 88 (06/15/91)  395.853  (m)         1298.73   (f) SUPERSEDED  1 2
 QR0061  NGVD 29 (??/??/92)  395.561  (m)         1297.77   (f) ADJ UNCH    1 2
 QR0061
 QR0061.Superseded values are not recommended for survey control.
 QR0061
 QR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0061.See file dsdata.pdf to determine how the superseded data were derived.
 QR0061
 QR0061_MARKER: DB = BENCH MARK DISK
 QR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0061_STAMPING: N 20 1931 1297.770
 QR0061_MARK LOGO: CGS
 QR0061_PROJECTION: FLUSH
 QR0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0061+STABILITY: SURFACE MOTION
 QR0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0061+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0061
 QR0061  HISTORY     - Date     Condition        Report By
 QR0061  HISTORY     - 1931     MONUMENTED       CGS
 QR0061  HISTORY     - 1957     GOOD             CGS
 QR0061  HISTORY     - 19970314 GOOD             NGS
 QR0061
 QR0061                          STATION DESCRIPTION
 QR0061
 QR0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QR0061'5 MI E FROM ABERDEEN.
 QR0061'5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0061'RAILROAD FROM ABERDEEN, BROWN COUNTY, AT A SECTION-LINE ROAD
 QR0061'CROSSING, 145 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 58
 QR0061'FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK.  A STANDARD
 QR0061'DISK, STAMPED 1297.770 N 20 1931 AND SET IN THE TOP OF A CONCRETE
 QR0061'POST FLUSH WITH THE GROUND.
 QR0061
 QR0061                          STATION RECOVERY (1997)
 QR0061
 QR0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0061'7.7 KM (4.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 QR0061'OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.8 KM (0.50 MI) NORTHERLY
 QR0061'ALONG 392 AVENUE, 70.7 M (232.0 FT) NORTH OF THE CENTER OF A GRAVELED
 QR0061'ROAD LEADING TO A GRAIN ELEVATOR, 44.2 M (145.0 FT) EAST OF THE AVENUE
 QR0061'CENTER, 36.8 M (120.7 FT) EAST OF UTILITY POLE NUMBER 767, 21.1 M
 QR0061'(69.2 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 QR0061'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 QR0061'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QR0061'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0844 ***********************************************************************
 PT0844  CBN         -  This is a Cooperative Base Network Control Station.
 PT0844  DESIGNATION -  N 21
 PT0844  PID         -  PT0844
 PT0844  STATE/COUNTY-  SD/HAAKON
 PT0844  COUNTRY     -  US
 PT0844  USGS QUAD   -  RATTLESNAKE LAKE SE (2017)
 PT0844
 PT0844                         *CURRENT SURVEY CONTROL
 PT0844  ______________________________________________________________________
 PT0844* NAD 83(2011) POSITION- 44 31 52.67215(N) 101 35 17.84599(W)   ADJUSTED
 PT0844* NAD 83(2011) ELLIP HT-   658.406 (meters)        (06/27/12)   ADJUSTED
 PT0844* NAD 83(2011) EPOCH   -  2010.00
 PT0844* NAVD 88 ORTHO HEIGHT -   679.580 (meters)     2229.59  (feet) ADJUSTED
 PT0844  ______________________________________________________________________
 PT0844  GEOID HEIGHT    -        -21.163 (meters)                     GEOID18
 PT0844  NAD 83(2011) X  -   -914,945.646 (meters)                     COMP
 PT0844  NAD 83(2011) Y  - -4,461,896.905 (meters)                     COMP
 PT0844  NAD 83(2011) Z  -  4,450,829.867 (meters)                     COMP
 PT0844  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 PT0844  DYNAMIC HEIGHT  -        679.422 (meters)     2229.07  (feet) COMP
 PT0844  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 PT0844
 PT0844  VERT ORDER      -  FIRST     CLASS II
 PT0844
 PT0844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PT0844  Standards:
 PT0844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PT0844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PT0844  -------------------------------------------------------------------
 PT0844  NETWORK    0.84   2.37           0.39   0.27   1.21     -0.08607928
 PT0844  -------------------------------------------------------------------
 PT0844  Click here for local accuracies and other accuracy information.
 PT0844
 PT0844.The horizontal coordinates were established by GPS observations
 PT0844.and adjusted by the National Geodetic Survey in June 2012.
 PT0844
 PT0844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PT0844.been affixed to the stable North American tectonic plate. See 
 PT0844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PT0844
 PT0844.The horizontal coordinates are valid at the epoch date displayed above
 PT0844.which is a decimal equivalence of Year/Month/Day.
 PT0844
 PT0844.The orthometric height was determined by differential leveling and
 PT0844.adjusted by the NATIONAL GEODETIC SURVEY
 PT0844.in June 1991.
 PT0844
 PT0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0844.GEOID18 height accuracy estimate available here.
 PT0844
 PT0844.Click photographs - Photos may exist for this station.
 PT0844
 PT0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT0844
 PT0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0844
 PT0844.The ellipsoidal height was determined by GPS observations
 PT0844.and is referenced to NAD 83.
 PT0844
 PT0844.The dynamic height is computed by dividing the NAVD 88
 PT0844.geopotential number by the normal gravity value computed on the
 PT0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0844.degrees latitude (g = 980.6199 gals.).
 PT0844
 PT0844.The modeled gravity was interpolated from observed gravity values.
 PT0844
 PT0844. The following values were computed from the NAD 83(2011) position.
 PT0844
 PT0844;                    North         East     Units Scale Factor Converg.
 PT0844;SPC SD S     -   244,943.485   500,247.613   MT  1.00003402   -0 51 56.6
 PT0844;SPC SD S     -   803,618.75  1,641,229.04   sFT  1.00003402   -0 51 56.6
 PT0844;UTM  14      - 4,934,144.427   294,345.587   MT  1.00012014   -1 48 56.9
 PT0844
 PT0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0844!SPC SD S     -   0.99989678  x   1.00003402  =   0.99993079
 PT0844!UTM  14      -   0.99989678  x   1.00012014  =   1.00001690
 PT0844
 PT0844:                Primary Azimuth Mark                     Grid Az
 PT0844:SPC SD S     -  N 21 AZ MK                               267 40 38.4
 PT0844:UTM  14      -  N 21 AZ MK                               268 37 38.7
 PT0844
 PT0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9434534144(NAD 83)
 PT0844
 PT0844|---------------------------------------------------------------------|
 PT0844| PID    Reference Object                     Distance      Geod. Az  |
 PT0844|                                                           dddmmss.s |
 PT0844| CP9625 N 21 RM 1                            26.122 METERS 13137     |
 PT0844| CP9626 N 21 RM 2                            30.962 METERS 23705     |
 PT0844| CP9624 N 21 AZ MK                                         2664841.8 |
 PT0844|---------------------------------------------------------------------|
 PT0844
 PT0844                          SUPERSEDED SURVEY CONTROL
 PT0844
 PT0844  NAD 83(2007)-  44 31 52.67209(N)    101 35 17.84712(W) AD(2002.00) 0
 PT0844  ELLIP H (02/10/07)  658.431  (m)                       GP(2002.00)    
 PT0844  ELLIP H (04/15/04)  658.418  (m)                       GP(       ) 2 1
 PT0844  NAD 83(1996)-  44 31 52.67151(N)    101 35 17.84688(W) AD(       ) B
 PT0844  ELLIP H (04/18/97)  658.479  (m)                       GP(       ) 4 1
 PT0844  NAD 83(1986)-  44 31 52.66486(N)    101 35 17.84904(W) AD(       ) 2
 PT0844  NAD 27      -  44 31 52.72100(N)    101 35 16.32500(W) AD(       ) 2
 PT0844  NAVD 88             679.58   (m)         2229.6    (f) LEVELING    3  
 PT0844  NGVD 29 (??/??/92)  679.133  (m)         2228.12   (f) ADJ UNCH    1 2
 PT0844  NGVD 29             679.13   (m)         2228.1    (f) LEVELING    3  
 PT0844
 PT0844.Superseded values are not recommended for survey control.
 PT0844
 PT0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0844.See file dsdata.pdf to determine how the superseded data were derived.
 PT0844
 PT0844_MARKER: DB = BENCH MARK DISK
 PT0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0844_STAMPING: N 21 1933
 PT0844_MARK LOGO: CGS
 PT0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0844+STABILITY: SURFACE MOTION
 PT0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0844+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2016
 PT0844
 PT0844  HISTORY     - Date     Condition        Report By
 PT0844  HISTORY     - 1933     MONUMENTED       CGS
 PT0844  HISTORY     - 1934     GOOD             CGS
 PT0844  HISTORY     - 1950     GOOD             CGS
 PT0844  HISTORY     - 19910826 GOOD             NGS
 PT0844  HISTORY     - 19950927 GOOD             NGS
 PT0844  HISTORY     - 20160516 GOOD             DEWDAV
 PT0844
 PT0844                          STATION DESCRIPTION
 PT0844
 PT0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0844'9.6 MI N FROM MILESVILLE.
 PT0844'9.6 MILES NORTHEAST ALONG THE CHERRY CREEK ROAD FROM MILESVILLE,
 PT0844'HAAKON COUNTY, ABOUT 0.5 MILE SOUTHEAST OF THE ARTHUR STABIN
 PT0844'FARMHOUSE, AT A NORTH-AND-SOUTH HALF-SECTION LINE, AND 87 FEET
 PT0844'NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 PT0844'N 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0844'ABOUT 9 INCHES ABOVE GROUND.
 PT0844
 PT0844                          STATION RECOVERY (1934)
 PT0844
 PT0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0844'RECOVERED IN GOOD CONDITION.
 PT0844
 PT0844                          STATION RECOVERY (1950)
 PT0844
 PT0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT0844'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF MILLESVILLE,
 PT0844'ON LAND OWNED BY MR. ARTHUR STABIN, 92 FEET NORTH OF THE
 PT0844'INTERSECTION OF CENTERS OF A GRADED DIRT ROAD AND THE ENTRANCE TO
 PT0844'A CULTIVATED FIELD, IN A FENCE LINE BETWEEN TWO CULTIVATED
 PT0844'FIELDS, AND 2 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 PT0844'
 PT0844'TO REACH THE STATION FROM THE LUTHERAN CHURCH AT THE NORTH
 PT0844'EDGE OF MIL ESVILLE, GO EAST FOR 3.0 MILES.  THEN LEFT.
 PT0844'NORTH, FOR 3.0 MILES.  THEN EAST FOR 1.0 MILE.  THEN LEFT,
 PT0844'NORTH, FOR 2.0 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 PT0844'DESCRIBED.  TURN RIGHT, EAST, FOR 0.55 MILE TO THE STATION ON
 PT0844'THE LEFT AS DESCRIBED.
 PT0844'
 PT0844'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 PT0844'BENCH MARK DISK STAMPED N 21 1933 SET IN THE TOP OF A 12 INCH
 PT0844'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 PT0844'
 PT0844'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE CENTER OF
 PT0844'GRADED DIRT ROAD, AND 2 FEET NORTH OF A WIRE FENCE.  IT PROJECTS
 PT0844'4 INCHES, AND THE DISK IS STAMPED BENCH MARK N 21 NO 1 1950.
 PT0844'
 PT0844'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE CENTER OF A
 PT0844'GRADED DIRT ROAD, AND 2 FEET NORTH OF A WIRE FENCE.  IT PROJECTS
 PT0844'4 INCHES, AND THE DISK IS STAMPED BENCH MARK N 21 NO 2 1950.
 PT0844'
 PT0844'THE AZIMUTH MARK IS 105 FEET EAST OF THE NORTHEAST CORNER OF
 PT0844'A SCHOOL HOUSE, 13 FEET SOUTH OF THE SOUTH GATE POST OF A WIRE
 PT0844'GATE, AND 7 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT PROJECTS
 PT0844'3 INCHES, AND THE DISK IS STAMPED BENCH MARK N 21 1950.
 PT0844'
 PT0844'THE AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 PT0844'IN THE TOPS OF 12 INCH CONCRETE CYLINDERS.
 PT0844'
 PT0844'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT0844
 PT0844                          STATION RECOVERY (1991)
 PT0844
 PT0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PT0844'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) WEST-NORTHWEST OF
 PT0844'HAYES, 43.4 KM (27.0 MI) EAST-SOUTHEAST OF HOWES AND 12.8 KM
 PT0844'(8.0 MI) NORTHEAST OF MILESVILLE.
 PT0844'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 73
 PT0844'SOUTH (ABOUT 25 MILES NORTH OF PHILIP) GO NORTH ON GRAVEL ROAD FOR
 PT0844'6.44 KM (4.00 MI) TO A CROSSROAD IN THE SMALL VILLAGE OF MILESVILLE.
 PT0844'TURN RIGHT, EAST, ON A GRAVEL ROAD FOR 4.8 KM (3.0 MI) TO A
 PT0844'CROSSROAD. TURN LEFT, NORTH, ON GRAVEL ROAD FOR 4.8 KM (3.0 MI) TO A
 PT0844'CROSSROAD. TURN RIGHT, EAST, ON GRAVEL ROAD FOR 1.61 KM (1.00 MI) TO
 PT0844'A CROSSROAD. TURN LEFT, NORTH, ON GRAVEL ROAD FOR 3.2 KM (2.0 MI) TO
 PT0844'A CURVE IN THE ROAD. CONTINUE AHEAD, EASTERLY, ON GRAVEL ROAD FOR
 PT0844'0.80 KM (0.50 MI) TO THE STATION ON THE LEFT IN THE 1/4 SECTION FENCE
 PT0844'LINE.
 PT0844'THE MARK IS LOCATED 27.7 M (90.9 FT) NORTH FROM THE CENTER OF THE
 PT0844'GRAVEL ROAD, 16.46 M (54.00 FT) NORTH FROM A FENCE CORNER POST AND
 PT0844'0.3 M (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST IN FENCE LINE.
 PT0844
 PT0844                          STATION RECOVERY (1995)
 PT0844
 PT0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 PT0844'THE STATION IS LOCATED ABOUT 30.0 MI (48.3 KM) WEST-NORTHWEST OF
 PT0844'HAYES, 27.0 MI (43.5 KM) EAST-SOUTHEAST OF HOWES AND 8.0 MI (12.9 KM)
 PT0844'NORTHEAST OF MILESVILLE.  OWNERSHIP--HAAKON COUNTY.  TO REACH THE
 PT0844'STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 73, NORTH OF
 PT0844'PHILIP, GO NORTH ON A GRAVELED ROAD FOR 4.0 MI (6.4 KM) TO A ROAD
 PT0844'JUNCTION IN MILESVILLE, CONTINUE AHEAD AND GO NORTH ON THE GRAVELED
 PT0844'ROAD FOR 3.0 MI (4.8 KM) TO A GRAVELED ROAD JUNCTION, TURN RIGHT AND
 PT0844'GO EAST ON THE GRAVEL ROAD FOR 4.0 MI (6.4 KM) TO THE JUNCTION OF A
 PT0844'GRAVELED ROAD, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 2.0 MI
 PT0844'(3.2 KM) TO A CURVE RIGHT, BEAR RIGHT AND GO EAST FOLLOWING THE
 PT0844'GRAVELED ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE
 PT0844'STATION IS 90.9 FT (27.7 M) NORTH OF THE ROAD CENTER, 54.0 FT (16.5 M)
 PT0844'NORTH OF A FENCE CORNER, 14.0 FT (4.3 M) NORTH OF A BRACED FENCE POST,
 PT0844'3.0 FT (0.9 M) SOUTH OF A METAL GUARD POST, AND 1.0 FT (0.3 M) EAST OF
 PT0844'A WITNESS POST IN FENCE LINE.
 PT0844
 PT0844                          STATION RECOVERY (2016)
 PT0844
 PT0844'RECOVERY NOTE BY DEWBERRY DAVIS 2016 (GDS)
 PT0844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0377 ***********************************************************************
 OS0377  DESIGNATION -  N 22
 OS0377  PID         -  OS0377
 OS0377  STATE/COUNTY-  SD/JACKSON
 OS0377  COUNTRY     -  US
 OS0377  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0377
 OS0377                         *CURRENT SURVEY CONTROL
 OS0377  ______________________________________________________________________
 OS0377* NAD 83(1986) POSITION- 43 55 13.     (N) 101 39 40.     (W)   SCALED
 OS0377* NAVD 88 ORTHO HEIGHT -   737.699 (meters)     2420.27  (feet) ADJUSTED
 OS0377  ______________________________________________________________________
 OS0377  GEOID HEIGHT    -        -21.076 (meters)                     GEOID18
 OS0377  DYNAMIC HEIGHT  -        737.467 (meters)     2419.51  (feet) COMP
 OS0377  MODELED GRAVITY -    980,281.5   (mgal)                       NAVD 88
 OS0377
 OS0377  VERT ORDER      -  FIRST     CLASS II
 OS0377
 OS0377.The horizontal coordinates were scaled from a map and have
 OS0377.an estimated accuracy of +/- 6 seconds.
 OS0377
 OS0377.The orthometric height was determined by differential leveling and
 OS0377.adjusted by the NATIONAL GEODETIC SURVEY
 OS0377.in June 1991.
 OS0377
 OS0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0377.GEOID18 height accuracy estimate available here.
 OS0377
 OS0377.Click photographs - Photos may exist for this station.
 OS0377
 OS0377.The dynamic height is computed by dividing the NAVD 88
 OS0377.geopotential number by the normal gravity value computed on the
 OS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0377.degrees latitude (g = 980.6199 gals.).
 OS0377
 OS0377.The modeled gravity was interpolated from observed gravity values.
 OS0377
 OS0377;                    North         East    Units  Estimated Accuracy
 OS0377;SPC SD S     -   177,150.      493,370.      MT  (+/- 180 meters Scaled)
 OS0377
 OS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP863664(NAD 83)
 OS0377
 OS0377                          SUPERSEDED SURVEY CONTROL
 OS0377
 OS0377.No superseded survey control is available for this station.
 OS0377
 OS0377_MARKER: DB = BENCH MARK DISK
 OS0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0377_SP_SET: BRIDGE
 OS0377_STAMPING: N 22 1933
 OS0377_MARK LOGO: CGS
 OS0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0377
 OS0377  HISTORY     - Date     Condition        Report By
 OS0377  HISTORY     - 1933     MONUMENTED       CGS
 OS0377  HISTORY     - 1962     MARK NOT FOUND   CGS
 OS0377
 OS0377                          STATION DESCRIPTION
 OS0377
 OS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0377'8.3 MI S FROM PHILIP.
 OS0377'IN JACKSON COUNTY, 5.5 MILES SOUTH ALONG U.S. HIGHWAY 14 FROM
 OS0377'PHILIP, HAAKON COUNTY, 2.8 MILES SOUTH ALONG U.S. HIGHWAY 16,
 OS0377'AT A CONCRETE BRIDGE OVER A SMALL WINDING CREEK, AND IN THE TOP
 OS0377'OF THE NORTH END OF THE WEST GUARDRAIL.  A STANDARD DISK, STAMPED
 OS0377'N 22 1933.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0607 ***********************************************************************
 OS0607  DESIGNATION -  N 23
 OS0607  PID         -  OS0607
 OS0607  STATE/COUNTY-  SD/JACKSON
 OS0607  COUNTRY     -  US
 OS0607  USGS QUAD   -  WANBLEE NE (2017)
 OS0607
 OS0607                         *CURRENT SURVEY CONTROL
 OS0607  ______________________________________________________________________
 OS0607* NAD 83(1986) POSITION- 43 42 03.93   (N) 101 32 31.28   (W)   HD_HELD1
 OS0607* NAVD 88 ORTHO HEIGHT -   759.671 (meters)     2492.35  (feet) ADJUSTED
 OS0607  ______________________________________________________________________
 OS0607  GEOID HEIGHT    -        -21.360 (meters)                     GEOID18
 OS0607  DYNAMIC HEIGHT  -        759.417 (meters)     2491.52  (feet) COMP
 OS0607  MODELED GRAVITY -    980,259.8   (mgal)                       NAVD 88
 OS0607
 OS0607  VERT ORDER      -  SECOND    CLASS 0
 OS0607
 OS0607.The horizontal coordinates were determined by differentially corrected
 OS0607.hand held GPS observations or other comparable positioning techniques
 OS0607.and have an estimated accuracy of +/- 3 meters.
 OS0607
 OS0607.The orthometric height was determined by differential leveling and
 OS0607.adjusted by the NATIONAL GEODETIC SURVEY
 OS0607.in June 1991.
 OS0607
 OS0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0607.GEOID18 height accuracy estimate available here.
 OS0607
 OS0607.Click photographs - Photos may exist for this station.
 OS0607
 OS0607.The dynamic height is computed by dividing the NAVD 88
 OS0607.geopotential number by the normal gravity value computed on the
 OS0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0607.degrees latitude (g = 980.6199 gals.).
 OS0607
 OS0607.The modeled gravity was interpolated from observed gravity values.
 OS0607
 OS0607;                    North         East    Units  Estimated Accuracy
 OS0607;SPC SD S     -   152,655.1     502,582.7     MT  (+/- 3 meters HH1 GPS) 
 OS0607
 OS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9517241814(NAD 83)
 OS0607
 OS0607                          SUPERSEDED SURVEY CONTROL
 OS0607
 OS0607  NGVD 29 (??/??/92)  759.223  (m)         2490.88   (f) ADJ UNCH    2 0
 OS0607
 OS0607.Superseded values are not recommended for survey control.
 OS0607
 OS0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0607.See file dsdata.pdf to determine how the superseded data were derived.
 OS0607
 OS0607_MARKER: DB = BENCH MARK DISK
 OS0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0607_STAMPING: N 23 1934
 OS0607_MARK LOGO: CGS
 OS0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0607+STABILITY: SURFACE MOTION
 OS0607
 OS0607  HISTORY     - Date     Condition        Report By
 OS0607  HISTORY     - 1934     MONUMENTED       CGS
 OS0607  HISTORY     - 1938     GOOD             CGS
 OS0607
 OS0607                          STATION DESCRIPTION
 OS0607
 OS0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0607'10.5 MI S FROM KADOKA.
 OS0607'IN WASHABAUGH COUNTY, 10.5 MILES SOUTH ALONG STATE HIGHWAY 73
 OS0607'FROM KADOKA, JACKSON COUNTY, AT THE SUMMIT OF A LONG GRADE
 OS0607'RISING OUT OF WHITE RIVER VALLEY, 84 FEET WEST OF THE CENTERLINE
 OS0607'OF THE HIGHWAY, 12 FEET NORTH OF A SECTION-LINE FENCE, AND 2 FEET
 OS0607'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 23
 OS0607'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1440 ***********************************************************************
 PU1440  DESIGNATION -  N 24
 PU1440  PID         -  PU1440
 PU1440  STATE/COUNTY-  SD/MEADE
 PU1440  COUNTRY     -  US
 PU1440  USGS QUAD   -  STURGIS (2017)
 PU1440
 PU1440                         *CURRENT SURVEY CONTROL
 PU1440  ______________________________________________________________________
 PU1440* NAD 83(1986) POSITION- 44 23 54.     (N) 103 30 33.     (W)   SCALED
 PU1440* NAVD 88 ORTHO HEIGHT -  1072.901 (meters)     3520.01  (feet) ADJUSTED
 PU1440  ______________________________________________________________________
 PU1440  GEOID HEIGHT    -        -15.189 (meters)                     GEOID18
 PU1440  DYNAMIC HEIGHT  -       1072.553 (meters)     3518.87  (feet) COMP
 PU1440  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 PU1440
 PU1440  VERT ORDER      -  FIRST     CLASS II
 PU1440
 PU1440.The horizontal coordinates were scaled from a map and have
 PU1440.an estimated accuracy of +/- 6 seconds.
 PU1440
 PU1440.The orthometric height was determined by differential leveling and
 PU1440.adjusted by the NATIONAL GEODETIC SURVEY
 PU1440.in June 1991.
 PU1440
 PU1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1440.GEOID18 height accuracy estimate available here.
 PU1440
 PU1440.Click photographs - Photos may exist for this station.
 PU1440
 PU1440.The dynamic height is computed by dividing the NAVD 88
 PU1440.geopotential number by the normal gravity value computed on the
 PU1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1440.degrees latitude (g = 980.6199 gals.).
 PU1440
 PU1440.The modeled gravity was interpolated from observed gravity values.
 PU1440
 PU1440;                    North         East    Units  Estimated Accuracy
 PU1440;SPC SD N     -    68,840.      320,520.      MT  (+/- 180 meters Scaled)
 PU1440
 PU1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK187171(NAD 83)
 PU1440
 PU1440                          SUPERSEDED SURVEY CONTROL
 PU1440
 PU1440  NGVD 29 (??/??/92) 1072.392  (m)         3518.34   (f) ADJ UNCH    1 2
 PU1440
 PU1440.Superseded values are not recommended for survey control.
 PU1440
 PU1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1440.See file dsdata.pdf to determine how the superseded data were derived.
 PU1440
 PU1440_MARKER: DB = BENCH MARK DISK
 PU1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1440_STAMPING: N 24 1934
 PU1440_MARK LOGO: CGS
 PU1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1440+STABILITY: SURFACE MOTION
 PU1440
 PU1440  HISTORY     - Date     Condition        Report By
 PU1440  HISTORY     - 1934     MONUMENTED       CGS
 PU1440
 PU1440                          STATION DESCRIPTION
 PU1440
 PU1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1440'0.8 MI SE FROM STURGIS.
 PU1440'0.8 MILE SE OF AND ALONG THE C+NWRR AT MILE POST H-127, 40 FT E
 PU1440'OF CENTER OF TRACK, 11 FT W OF R/W FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1790 ***********************************************************************
 PU1790  DESIGNATION -  N 25
 PU1790  PID         -  PU1790
 PU1790  STATE/COUNTY-  SD/BUTTE
 PU1790  COUNTRY     -  US
 PU1790  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1790
 PU1790                         *CURRENT SURVEY CONTROL
 PU1790  ______________________________________________________________________
 PU1790* NAD 83(1986) POSITION- 44 54 28.     (N) 103 47 48.     (W)   SCALED
 PU1790* NAVD 88 ORTHO HEIGHT -   914.540 (meters)     3000.45  (feet) ADJUSTED
 PU1790  ______________________________________________________________________
 PU1790  GEOID HEIGHT    -        -15.861 (meters)                     GEOID18
 PU1790  DYNAMIC HEIGHT  -        914.312 (meters)     2999.71  (feet) COMP
 PU1790  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 PU1790
 PU1790  VERT ORDER      -  FIRST     CLASS II
 PU1790
 PU1790.The horizontal coordinates were scaled from a map and have
 PU1790.an estimated accuracy of +/- 6 seconds.
 PU1790
 PU1790.The orthometric height was determined by differential leveling and
 PU1790.adjusted by the NATIONAL GEODETIC SURVEY
 PU1790.in June 1991.
 PU1790
 PU1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1790.GEOID18 height accuracy estimate available here.
 PU1790
 PU1790.Click photographs - Photos may exist for this station.
 PU1790
 PU1790.The dynamic height is computed by dividing the NAVD 88
 PU1790.geopotential number by the normal gravity value computed on the
 PU1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1790.degrees latitude (g = 980.6199 gals.).
 PU1790
 PU1790.The modeled gravity was interpolated from observed gravity values.
 PU1790
 PU1790;                    North         East    Units  Estimated Accuracy
 PU1790;SPC SD N     -   126,420.      300,290.      MT  (+/- 180 meters Scaled)
 PU1790
 PU1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK949734(NAD 83)
 PU1790
 PU1790                          SUPERSEDED SURVEY CONTROL
 PU1790
 PU1790  NGVD 29 (??/??/92)  914.060  (m)         2998.88   (f) ADJ UNCH    1 2
 PU1790
 PU1790.Superseded values are not recommended for survey control.
 PU1790
 PU1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1790.See file dsdata.pdf to determine how the superseded data were derived.
 PU1790
 PU1790_MARKER: DB = BENCH MARK DISK
 PU1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1790_STAMPING: N 25 1934
 PU1790_MARK LOGO: CGS
 PU1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1790+STABILITY: SURFACE MOTION
 PU1790
 PU1790  HISTORY     - Date     Condition        Report By
 PU1790  HISTORY     - 1934     MONUMENTED       CGS
 PU1790  HISTORY     - 1962     GOOD             CGS
 PU1790
 PU1790                          STATION DESCRIPTION
 PU1790
 PU1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1790'17.5 MI N FROM BELLE FOURCHE.
 PU1790'ABOUT 17.5 MILES NORTH ALONG U.S. HIGHWAY FROM THE CHICAGO
 PU1790'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1790'18, T 11 N, R 3 E, 0.2 MILE SOUTH OF AN ACCESS ROAD, 61 FEET
 PU1790'WEST OF THE CENTER LINE OF THE HIGHWAY, 23 1/2 FEET WEST OF A
 PU1790'FENCE, 74 FEET NORTHEAST OF A TELEPHONE POLE, 174 FEET SOUTHEAST
 PU1790'OF A POWER POLE, 24.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 PU1790'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1790'PROJECTING 7-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0344 ***********************************************************************
 QT0344  DESIGNATION -  N 26
 QT0344  PID         -  QT0344
 QT0344  STATE/COUNTY-  SD/HARDING
 QT0344  COUNTRY     -  US
 QT0344  USGS QUAD   -  BUFFALO (2017)
 QT0344
 QT0344                         *CURRENT SURVEY CONTROL
 QT0344  ______________________________________________________________________
 QT0344* NAD 83(1986) POSITION- 45 30 42.     (N) 103 32 44.     (W)   SCALED
 QT0344* NAVD 88 ORTHO HEIGHT -   900.844 (meters)     2955.52  (feet) ADJUSTED
 QT0344  ______________________________________________________________________
 QT0344  GEOID HEIGHT    -        -16.038 (meters)                     GEOID18
 QT0344  DYNAMIC HEIGHT  -        900.692 (meters)     2955.02  (feet) COMP
 QT0344  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 QT0344
 QT0344  VERT ORDER      -  FIRST     CLASS II
 QT0344
 QT0344.The horizontal coordinates were scaled from a map and have
 QT0344.an estimated accuracy of +/- 6 seconds.
 QT0344
 QT0344.The orthometric height was determined by differential leveling and
 QT0344.adjusted by the NATIONAL GEODETIC SURVEY
 QT0344.in June 1991.
 QT0344
 QT0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0344.GEOID18 height accuracy estimate available here.
 QT0344
 QT0344.Click photographs - Photos may exist for this station.
 QT0344
 QT0344.The dynamic height is computed by dividing the NAVD 88
 QT0344.geopotential number by the normal gravity value computed on the
 QT0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0344.degrees latitude (g = 980.6199 gals.).
 QT0344
 QT0344.The modeled gravity was interpolated from observed gravity values.
 QT0344
 QT0344;                    North         East    Units  Estimated Accuracy
 QT0344;SPC SD N     -   192,570.      323,040.      MT  (+/- 180 meters Scaled)
 QT0344
 QT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL136408(NAD 83)
 QT0344
 QT0344                          SUPERSEDED SURVEY CONTROL
 QT0344
 QT0344  NGVD 29 (??/??/92)  900.357  (m)         2953.92   (f) ADJ UNCH    1 2
 QT0344
 QT0344.Superseded values are not recommended for survey control.
 QT0344
 QT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0344.See file dsdata.pdf to determine how the superseded data were derived.
 QT0344
 QT0344_MARKER: DB = BENCH MARK DISK
 QT0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0344_STAMPING: N 26 1934
 QT0344_MARK LOGO: CGS
 QT0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0344+STABILITY: SURFACE MOTION
 QT0344
 QT0344  HISTORY     - Date     Condition        Report By
 QT0344  HISTORY     - 1934     MONUMENTED       CGS
 QT0344  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0344
 QT0344                          STATION DESCRIPTION
 QT0344
 QT0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0344'4.5 MI S FROM BUFFALO.
 QT0344'4.5 MILES S 72 FT E OF CENTER AND ALONG U.S. HWY 85 OF HIGHWAY
 QT0344'AND ABOUT 150 YARDS N OF A SMALL LAKE.
 QT0344
 QT0344                          STATION RECOVERY (1998)
 QT0344
 QT0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0344'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0345 ***********************************************************************
 QT0345  DESIGNATION -  N 26 RESET
 QT0345  PID         -  QT0345
 QT0345  STATE/COUNTY-  SD/HARDING
 QT0345  COUNTRY     -  US
 QT0345  USGS QUAD   -  BUFFALO (2017)
 QT0345
 QT0345                         *CURRENT SURVEY CONTROL
 QT0345  ______________________________________________________________________
 QT0345* NAD 83(1986) POSITION- 45 30 41.     (N) 103 32 43.     (W)   SCALED
 QT0345* NAVD 88 ORTHO HEIGHT -   901.054 (meters)     2956.21  (feet) ADJUSTED
 QT0345  ______________________________________________________________________
 QT0345  GEOID HEIGHT    -        -16.039 (meters)                     GEOID18
 QT0345  DYNAMIC HEIGHT  -        900.902 (meters)     2955.71  (feet) COMP
 QT0345  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 QT0345
 QT0345  VERT ORDER      -  FIRST     CLASS II
 QT0345
 QT0345.The horizontal coordinates were scaled from a map and have
 QT0345.an estimated accuracy of +/- 6 seconds.
 QT0345
 QT0345.The orthometric height was determined by differential leveling and
 QT0345.adjusted by the NATIONAL GEODETIC SURVEY
 QT0345.in April 2000.
 QT0345
 QT0345.No vertical observational check was made to the station.
 QT0345
 QT0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0345.GEOID18 height accuracy estimate available here.
 QT0345
 QT0345.Click photographs - Photos may exist for this station.
 QT0345
 QT0345.The dynamic height is computed by dividing the NAVD 88
 QT0345.geopotential number by the normal gravity value computed on the
 QT0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0345.degrees latitude (g = 980.6199 gals.).
 QT0345
 QT0345.The modeled gravity was interpolated from observed gravity values.
 QT0345
 QT0345;                    North         East    Units  Estimated Accuracy
 QT0345;SPC SD N     -   192,540.      323,060.      MT  (+/- 180 meters Scaled)
 QT0345
 QT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL136407(NAD 83)
 QT0345
 QT0345                          SUPERSEDED SURVEY CONTROL
 QT0345
 QT0345  NAVD 88 (04/17/07)  901.054  (m)         2956.21   (f) SUPERSEDED  3 0
 QT0345
 QT0345.Superseded values are not recommended for survey control.
 QT0345
 QT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0345.See file dsdata.pdf to determine how the superseded data were derived.
 QT0345
 QT0345_MARKER: DB = BENCH MARK DISK
 QT0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0345_STAMPING: N 26 RESET 1963
 QT0345_MARK LOGO: CGS
 QT0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0345+STABILITY: SURFACE MOTION
 QT0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0345+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0345
 QT0345  HISTORY     - Date     Condition        Report By
 QT0345  HISTORY     - 1963     MONUMENTED       CGS
 QT0345  HISTORY     - 19980928 GOOD             NGS
 QT0345
 QT0345                          STATION DESCRIPTION
 QT0345
 QT0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0345'4.5 MI S FROM BUFFALO.
 QT0345'4.5 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0345'COUNTY, ABOUT 100 YARDS NORTH OF A SMALL LAKE, ABOUT 145 FEET
 QT0345'EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 50 FEET SOUTH OF A
 QT0345'10-FOOT BANK, 2 FEET SOUTH OF A STEEL POST, AND SET IN THE TOP
 QT0345'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 QT0345
 QT0345                          STATION RECOVERY (1998)
 QT0345
 QT0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0345'7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0345'STATE HIGHWAY 20 IN BUFFALO, 760.0 M (2493.4 FT) NORTH OF MILEPOST
 QT0345'121, 78.8 M (258.5 FT) NORTH OF THE NORTH END OF A DAM, 43.8 M (143.7
 QT0345'FT) EAST OF THE HIGHWAY CENTERLINE, 13.7 M (44.9 FT) EAST OF A WITNESS
 QT0345'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 QT0345'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 QT0345'MONUMENT IS PROPERTY OWNED BY THE GILBERT ANGUS RANCH, P.O. BOX 166,
 QT0345'BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0324 ***********************************************************************
 QS0324  DESIGNATION -  N 28
 QS0324  PID         -  QS0324
 QS0324  STATE/COUNTY-  SD/CORSON
 QS0324  COUNTRY     -  US
 QS0324  USGS QUAD   -  WAKPALA SE (2017)
 QS0324
 QS0324                         *CURRENT SURVEY CONTROL
 QS0324  ______________________________________________________________________
 QS0324* NAD 83(1986) POSITION- 45 35 42.13   (N) 100 31 46.39   (W)   HD_HELD1
 QS0324* NAVD 88 ORTHO HEIGHT -   477.897 (meters)     1567.90  (feet) ADJUSTED
 QS0324  ______________________________________________________________________
 QS0324  GEOID HEIGHT    -        -21.657 (meters)                     GEOID18
 QS0324  DYNAMIC HEIGHT  -        477.859 (meters)     1567.78  (feet) COMP
 QS0324  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 QS0324
 QS0324  VERT ORDER      -  FIRST     CLASS II
 QS0324
 QS0324.The horizontal coordinates were determined by differentially corrected
 QS0324.hand held GPS observations or other comparable positioning techniques
 QS0324.and have an estimated accuracy of +/- 3 meters.
 QS0324
 QS0324.The orthometric height was determined by differential leveling and
 QS0324.adjusted by the NATIONAL GEODETIC SURVEY
 QS0324.in June 1991.
 QS0324
 QS0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0324.GEOID18 height accuracy estimate available here.
 QS0324
 QS0324.Click photographs - Photos may exist for this station.
 QS0324
 QS0324.The dynamic height is computed by dividing the NAVD 88
 QS0324.geopotential number by the normal gravity value computed on the
 QS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0324.degrees latitude (g = 980.6199 gals.).
 QS0324
 QS0324.The modeled gravity was interpolated from observed gravity values.
 QS0324
 QS0324;                    North         East    Units  Estimated Accuracy
 QS0324;SPC SD N     -   195,905.5     558,681.8     MT  (+/- 3 meters HH1 GPS) 
 QS0324
 QS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8070250192(NAD 83)
 QS0324
 QS0324                          SUPERSEDED SURVEY CONTROL
 QS0324
 QS0324  NGVD 29 (??/??/92)  477.527  (m)         1566.69   (f) ADJ UNCH    1 2
 QS0324
 QS0324.Superseded values are not recommended for survey control.
 QS0324
 QS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0324.See file dsdata.pdf to determine how the superseded data were derived.
 QS0324
 QS0324_MARKER: DB = BENCH MARK DISK
 QS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0324_STAMPING: N 28 1934
 QS0324_MARK LOGO: CGS
 QS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0324+STABILITY: SURFACE MOTION
 QS0324
 QS0324  HISTORY     - Date     Condition        Report By
 QS0324  HISTORY     - 1934     MONUMENTED       CGS
 QS0324  HISTORY     - 1945     GOOD             CGS
 QS0324
 QS0324                          STATION DESCRIPTION
 QS0324
 QS0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0324'4.7 MI SW FROM MOREAU JUNCTION.
 QS0324'4.7 MILES SOUTHWEST ALONG THE ISABEL BRANCH OF THE CHICAGO,
 QS0324'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM MOREAU JUNCTION,
 QS0324'CORSON COUNTY, ABOUT 0.7 MILE SOUTHWEST OF MILEPOST 4, ABOUT 40
 QS0324'YARDS SOUTHEAST OF A SMALL HOUSE, AND ABOUT 50 FEET NORTHWEST OF
 QS0324'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N 28 1934
 QS0324'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 USGS REPORT --
 QS0324'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD HAS BEEN
 QS0324'MOVED ABOVE THE OAHE RESERVOIR.  MOREAU JUNCTION NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0207 ***********************************************************************
 QT0207  DESIGNATION -  N 29
 QT0207  PID         -  QT0207
 QT0207  STATE/COUNTY-  SD/PERKINS
 QT0207  COUNTRY     -  US
 QT0207  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 QT0207
 QT0207                         *CURRENT SURVEY CONTROL
 QT0207  ______________________________________________________________________
 QT0207* NAD 83(1986) POSITION- 45 31 51.     (N) 102 33 14.     (W)   SCALED
 QT0207* NAVD 88 ORTHO HEIGHT -   850.102 (meters)     2789.04  (feet) ADJUSTED
 QT0207  ______________________________________________________________________
 QT0207  GEOID HEIGHT    -        -17.956 (meters)                     GEOID18
 QT0207  DYNAMIC HEIGHT  -        849.968 (meters)     2788.60  (feet) COMP
 QT0207  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 QT0207
 QT0207  VERT ORDER      -  FIRST     CLASS II
 QT0207
 QT0207.The horizontal coordinates were scaled from a map and have
 QT0207.an estimated accuracy of +/- 6 seconds.
 QT0207
 QT0207.The orthometric height was determined by differential leveling and
 QT0207.adjusted by the NATIONAL GEODETIC SURVEY
 QT0207.in June 1991.
 QT0207
 QT0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0207.GEOID18 height accuracy estimate available here.
 QT0207
 QT0207.Click photographs - Photos may exist for this station.
 QT0207
 QT0207.The dynamic height is computed by dividing the NAVD 88
 QT0207.geopotential number by the normal gravity value computed on the
 QT0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0207.degrees latitude (g = 980.6199 gals.).
 QT0207
 QT0207.The modeled gravity was interpolated from observed gravity values.
 QT0207
 QT0207;                    North         East    Units  Estimated Accuracy
 QT0207;SPC SD N     -   191,780.      400,540.      MT  (+/- 180 meters Scaled)
 QT0207
 QT0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL910448(NAD 83)
 QT0207
 QT0207                          SUPERSEDED SURVEY CONTROL
 QT0207
 QT0207  NGVD 29 (??/??/92)  849.649  (m)         2787.56   (f) ADJ UNCH    1 2
 QT0207
 QT0207.Superseded values are not recommended for survey control.
 QT0207
 QT0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0207.See file dsdata.pdf to determine how the superseded data were derived.
 QT0207
 QT0207_MARKER: DB = BENCH MARK DISK
 QT0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0207_STAMPING: N 29 1934
 QT0207_MARK LOGO: CGS
 QT0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0207+STABILITY: SURFACE MOTION
 QT0207
 QT0207  HISTORY     - Date     Condition        Report By
 QT0207  HISTORY     - 1934     MONUMENTED       CGS
 QT0207  HISTORY     - 1980     MARK NOT FOUND   USGS
 QT0207  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0207
 QT0207                          STATION DESCRIPTION
 QT0207
 QT0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0207'4.3 MI W FROM BISON.
 QT0207'4.3 MILES WEST ALONG STATE HIGHWAY 8 FROM BISON, PERKINS COUNTY,
 QT0207'ABOUT 62 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 QT0207'4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QT0207'STAMPED N 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0207
 QT0207                          STATION RECOVERY (1980)
 QT0207
 QT0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0207'STATE HIGHWAY 8, REFERRED TO IN ORIGINAL DESCRITPION, IS NOW STATE
 QT0207'HIGHWAY 20.
 QT0207
 QT0207                          STATION RECOVERY (1999)
 QT0207
 QT0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0207'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0526 ***********************************************************************
 PS0526  DESIGNATION -  N 295
 PS0526  PID         -  PS0526
 PS0526  STATE/COUNTY-  SD/HUGHES
 PS0526  COUNTRY     -  US
 PS0526  USGS QUAD   -  BLUNT SE (2017)
 PS0526
 PS0526                         *CURRENT SURVEY CONTROL
 PS0526  ______________________________________________________________________
 PS0526* NAD 83(1986) POSITION- 44 31 32.     (N) 099 49 30.     (W)   SCALED
 PS0526* NAVD 88 ORTHO HEIGHT -   526.366 (meters)     1726.92  (feet) ADJUSTED
 PS0526  ______________________________________________________________________
 PS0526  GEOID HEIGHT    -        -23.553 (meters)                     GEOID18
 PS0526  DYNAMIC HEIGHT  -        526.264 (meters)     1726.58  (feet) COMP
 PS0526  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 PS0526
 PS0526  VERT ORDER      -  SECOND    CLASS 0
 PS0526
 PS0526.The horizontal coordinates were scaled from a map and have
 PS0526.an estimated accuracy of +/- 6 seconds.
 PS0526
 PS0526.The orthometric height was determined by differential leveling and
 PS0526.adjusted by the NATIONAL GEODETIC SURVEY
 PS0526.in June 1991.
 PS0526
 PS0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0526.GEOID18 height accuracy estimate available here.
 PS0526
 PS0526.Click photographs - Photos may exist for this station.
 PS0526
 PS0526.The dynamic height is computed by dividing the NAVD 88
 PS0526.geopotential number by the normal gravity value computed on the
 PS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0526.degrees latitude (g = 980.6199 gals.).
 PS0526
 PS0526.The modeled gravity was interpolated from observed gravity values.
 PS0526
 PS0526;                    North         East    Units  Estimated Accuracy
 PS0526;SPC SD S     -   243,680.      640,410.      MT  (+/- 180 meters Scaled)
 PS0526
 PS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ344305(NAD 83)
 PS0526
 PS0526                          SUPERSEDED SURVEY CONTROL
 PS0526
 PS0526  NGVD 29 (??/??/92)  526.011  (m)         1725.75   (f) ADJ UNCH    2 0
 PS0526
 PS0526.Superseded values are not recommended for survey control.
 PS0526
 PS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0526.See file dsdata.pdf to determine how the superseded data were derived.
 PS0526
 PS0526_MARKER: DB = BENCH MARK DISK
 PS0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0526_STAMPING: N 295 1940
 PS0526_MARK LOGO: CGS
 PS0526_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0526+STABILITY: SURFACE MOTION
 PS0526
 PS0526  HISTORY     - Date     Condition        Report By
 PS0526  HISTORY     - 1940     MONUMENTED       CGS
 PS0526  HISTORY     - 19941129 MARK NOT FOUND   NGS
 PS0526
 PS0526                          STATION DESCRIPTION
 PS0526
 PS0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0526'4.2 MI W FROM HARROLD.
 PS0526'ABOUT 4.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0526'FROM THE STATION AT HARROLD, HUGHES COUNTY, AT A SECTION-LINE
 PS0526'ROAD CROSSING, 99.0 FEET NORTH OF THE NORTH RAIL, 38.4 FEET
 PS0526'EAST OF THE CENTER LINE OF THE ROAD, AND 0.6 FOOT EAST OF A
 PS0526'WHITE REFERENCE POST.  A STANDARD DISK, STAMPED N 295 1940 AND
 PS0526'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 PS0526'ABOVE GROUND.
 PS0526
 PS0526                          STATION RECOVERY (1994)
 PS0526
 PS0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0526'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0541 ***********************************************************************
 OR0541  DESIGNATION -  N 296 RESET
 OR0541  PID         -  OR0541
 OR0541  STATE/COUNTY-  SD/GREGORY
 OR0541  COUNTRY     -  US
 OR0541  USGS QUAD   -  BURKE (2017)
 OR0541
 OR0541                         *CURRENT SURVEY CONTROL
 OR0541  ______________________________________________________________________
 OR0541* NAD 83(1986) POSITION- 43 11 05.     (N) 099 18 19.     (W)   SCALED
 OR0541* NAVD 88 ORTHO HEIGHT -   672.28  (meters)     2205.6   (feet) RESET
 OR0541  ______________________________________________________________________
 OR0541  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 OR0541  VERT ORDER      -  THIRD
 OR0541
 OR0541.The horizontal coordinates were scaled from a map and have
 OR0541.an estimated accuracy of +/- 6 seconds.
 OR0541
 OR0541.The orthometric height was computed from unverified reset data.
 OR0541
 OR0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0541.GEOID18 height accuracy estimate available here.
 OR0541
 OR0541.Click photographs - Photos may exist for this station.
 OR0541
 OR0541;                    North         East    Units  Estimated Accuracy
 OR0541;SPC SD S     -    95,100.      683,570.      MT  (+/- 180 meters Scaled)
 OR0541
 OR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN751813(NAD 83)
 OR0541
 OR0541                          SUPERSEDED SURVEY CONTROL
 OR0541
 OR0541.No superseded survey control is available for this station.
 OR0541
 OR0541_MARKER: DV = VERTICAL CONTROL DISK
 OR0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0541_STAMPING: N 296 RESET 1973
 OR0541_MARK LOGO: NGS
 OR0541_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0541+STABILITY: SURFACE MOTION
 OR0541
 OR0541  HISTORY     - Date     Condition        Report By
 OR0541  HISTORY     - 1973     MONUMENTED       NGS
 OR0541
 OR0541                          STATION DESCRIPTION
 OR0541
 OR0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OR0541'0.8 MI NW FROM BURKE.
 OR0541'ABOUT 0.8 MILE NORTHWEST ALONG THE CHICAGO AND NORTHWESTERN
 OR0541'RAILWAY FROM THE MAIN STREET CROSSING IN BURKE, AT THE SUTHWEST
 OR0541'CORNER OF A CEMETERY, ON TH RAILROAD RIGHT-OF-WAY, 200 FEET
 OR0541'NORTH OF THE CENTER OF NEW U.S. HIGHWAY 18, 47 FEET NORTH OF THE
 OR0541'NORTH RAIL, 1 FOOT SOUTHEAST OF A T FENCE CORNER, 1.2 FEET
 OR0541'SOUTH OF A FENCE, AND 1.9 FEET EAST OF A METAL WITNESS POST,
 OR0541'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OR0541'4-INCHES.  NOTE-- BENCH MARK N 296 1940 WAS RECOVERED IN GOOD
 OR0541'CONDITION, DUE TO HIGHWAY IMPROVEMENTS THE SOUTH DAKOTA
 OR0541'DEPARTMENT OF HIGHWAYS REQUESTED THAT THE MARK BE MOVED.  THE
 OR0541'DISK WAS REMOVED FROM THE MARK AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0267 ***********************************************************************
 QS0267  DESIGNATION -  N 298
 QS0267  PID         -  QS0267
 QS0267  STATE/COUNTY-  SD/DEWEY
 QS0267  COUNTRY     -  US
 QS0267  USGS QUAD   -  TRAIL CITY (2017)
 QS0267
 QS0267                         *CURRENT SURVEY CONTROL
 QS0267  ______________________________________________________________________
 QS0267* NAD 83(1986) POSITION- 45 22 46.     (N) 100 38 11.     (W)   SCALED
 QS0267* NAVD 88 ORTHO HEIGHT -   522.803 (meters)     1715.23  (feet) ADJUSTED
 QS0267  ______________________________________________________________________
 QS0267  GEOID HEIGHT    -        -21.674 (meters)                     GEOID18
 QS0267  DYNAMIC HEIGHT  -        522.745 (meters)     1715.04  (feet) COMP
 QS0267  MODELED GRAVITY -    980,488.2   (mgal)                       NAVD 88
 QS0267
 QS0267  VERT ORDER      -  SECOND    CLASS 0
 QS0267
 QS0267.The horizontal coordinates were scaled from a map and have
 QS0267.an estimated accuracy of +/- 6 seconds.
 QS0267
 QS0267.The orthometric height was determined by differential leveling and
 QS0267.adjusted by the NATIONAL GEODETIC SURVEY
 QS0267.in June 1991.
 QS0267
 QS0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0267.GEOID18 height accuracy estimate available here.
 QS0267
 QS0267.Click photographs - Photos may exist for this station.
 QS0267
 QS0267.The dynamic height is computed by dividing the NAVD 88
 QS0267.geopotential number by the normal gravity value computed on the
 QS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0267.degrees latitude (g = 980.6199 gals.).
 QS0267
 QS0267.The modeled gravity was interpolated from observed gravity values.
 QS0267
 QS0267;                    North         East    Units  Estimated Accuracy
 QS0267;SPC SD N     -   172,010.      550,160.      MT  (+/- 180 meters Scaled)
 QS0267
 QS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR718264(NAD 83)
 QS0267
 QS0267                          SUPERSEDED SURVEY CONTROL
 QS0267
 QS0267  NGVD 29 (??/??/92)  522.411  (m)         1713.94   (f) ADJ UNCH    2 0
 QS0267
 QS0267.Superseded values are not recommended for survey control.
 QS0267
 QS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0267.See file dsdata.pdf to determine how the superseded data were derived.
 QS0267
 QS0267_MARKER: DB = BENCH MARK DISK
 QS0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0267_STAMPING: N 298 1940
 QS0267_MARK LOGO: CGS
 QS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0267+STABILITY: SURFACE MOTION
 QS0267
 QS0267  HISTORY     - Date     Condition        Report By
 QS0267  HISTORY     - 1940     MONUMENTED       CGS
 QS0267
 QS0267                          STATION DESCRIPTION
 QS0267
 QS0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0267'4 MI NW FROM PROMISE.
 QS0267'ABOUT 4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0267'AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY,
 QS0267'ABOUT 6 POLES NORTH OF MILEPOST 9, AT THE SOUTHEAST END OF A
 QS0267'FILL, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 2 FEET
 QS0267'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE
 QS0267'REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 QS0267'N 298 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 QS0267'0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1066 ***********************************************************************
 PU1066  DESIGNATION -  N 3 B 1
 PU1066  PID         -  PU1066
 PU1066  STATE/COUNTY-  SD/BUTTE
 PU1066  COUNTRY     -  US
 PU1066  USGS QUAD   -  NEWELL LAKE (2017)
 PU1066
 PU1066                         *CURRENT SURVEY CONTROL
 PU1066  ______________________________________________________________________
 PU1066* NAD 83(1986) POSITION- 44 47 19.     (N) 103 25 30.     (W)   SCALED
 PU1066* NAVD 88 ORTHO HEIGHT -   890.362 (meters)     2921.13  (feet) ADJUSTED
 PU1066  ______________________________________________________________________
 PU1066  GEOID HEIGHT    -        -16.391 (meters)                     GEOID18
 PU1066  DYNAMIC HEIGHT  -        890.139 (meters)     2920.40  (feet) COMP
 PU1066  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 PU1066
 PU1066  VERT ORDER      -  SECOND    CLASS 0
 PU1066
 PU1066.The horizontal coordinates were scaled from a map and have
 PU1066.an estimated accuracy of +/- 6 seconds.
 PU1066
 PU1066.The orthometric height was determined by differential leveling and
 PU1066.adjusted by the NATIONAL GEODETIC SURVEY
 PU1066.in June 1991.
 PU1066
 PU1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1066.GEOID18 height accuracy estimate available here.
 PU1066
 PU1066.Click photographs - Photos may exist for this station.
 PU1066
 PU1066.The dynamic height is computed by dividing the NAVD 88
 PU1066.geopotential number by the normal gravity value computed on the
 PU1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1066.degrees latitude (g = 980.6199 gals.).
 PU1066
 PU1066.The modeled gravity was interpolated from observed gravity values.
 PU1066
 PU1066;                    North         East    Units  Estimated Accuracy
 PU1066;SPC SD N     -   111,890.      329,050.      MT  (+/- 180 meters Scaled)
 PU1066
 PU1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK245606(NAD 83)
 PU1066
 PU1066                          SUPERSEDED SURVEY CONTROL
 PU1066
 PU1066  NGVD 29 (??/??/92)  889.89   (m)         2919.6    (f) COMPUTED    2 0
 PU1066
 PU1066.Superseded values are not recommended for survey control.
 PU1066
 PU1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1066.See file dsdata.pdf to determine how the superseded data were derived.
 PU1066
 PU1066_MARKER: Z = SEE DESCRIPTION
 PU1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1066+STABILITY: SURFACE MOTION
 PU1066
 PU1066  HISTORY     - Date     Condition        Report By
 PU1066  HISTORY     - UNK      MONUMENTED       USAF
 PU1066  HISTORY     - 1963     GOOD             CGS
 PU1066  HISTORY     - 20201022 MARK NOT FOUND   SDDT
 PU1066
 PU1066                          STATION DESCRIPTION
 PU1066
 PU1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1066'5 MI N FROM NEWELL.
 PU1066'ABOUT 5.05 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1066'SCHOOL AT NEWELL, ABOUT 0.25 MILE NORTH OF THE ENTRANCE TO SITE
 PU1066'N 3, 81 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 56 FEET
 PU1066'SOUTHWEST ACROSS A FENCE FROM A POWER POLE, 16.8 FEET EAST OF
 PU1066'A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE HIGHWAY, A 1 1/2 X 4
 PU1066'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ. HELD
 PU1066'ON THE CENTER OF THE TRIBRACH.
 PU1066
 PU1066                          STATION RECOVERY (2020)
 PU1066
 PU1066'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1065 ***********************************************************************
 PU1065  DESIGNATION -  N 3 B 2
 PU1065  PID         -  PU1065
 PU1065  STATE/COUNTY-  SD/BUTTE
 PU1065  COUNTRY     -  US
 PU1065  USGS QUAD   -  NEWELL LAKE (2017)
 PU1065
 PU1065                         *CURRENT SURVEY CONTROL
 PU1065  ______________________________________________________________________
 PU1065* NAD 83(1986) POSITION- 44 47 06.     (N) 103 25 10.     (W)   SCALED
 PU1065* NAVD 88 ORTHO HEIGHT -   890.572 (meters)     2921.82  (feet) ADJUSTED
 PU1065  ______________________________________________________________________
 PU1065  GEOID HEIGHT    -        -16.399 (meters)                     GEOID18
 PU1065  DYNAMIC HEIGHT  -        890.349 (meters)     2921.09  (feet) COMP
 PU1065  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 PU1065
 PU1065  VERT ORDER      -  SECOND    CLASS 0
 PU1065
 PU1065.The horizontal coordinates were scaled from a map and have
 PU1065.an estimated accuracy of +/- 6 seconds.
 PU1065
 PU1065.The orthometric height was determined by differential leveling and
 PU1065.adjusted by the NATIONAL GEODETIC SURVEY
 PU1065.in June 1991.
 PU1065
 PU1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1065.GEOID18 height accuracy estimate available here.
 PU1065
 PU1065.Click photographs - Photos may exist for this station.
 PU1065
 PU1065.The dynamic height is computed by dividing the NAVD 88
 PU1065.geopotential number by the normal gravity value computed on the
 PU1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1065.degrees latitude (g = 980.6199 gals.).
 PU1065
 PU1065.The modeled gravity was interpolated from observed gravity values.
 PU1065
 PU1065;                    North         East    Units  Estimated Accuracy
 PU1065;SPC SD N     -   111,470.      329,480.      MT  (+/- 180 meters Scaled)
 PU1065
 PU1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK250602(NAD 83)
 PU1065
 PU1065                          SUPERSEDED SURVEY CONTROL
 PU1065
 PU1065  NGVD 29 (??/??/92)  890.10   (m)         2920.3    (f) COMPUTED    2 0
 PU1065
 PU1065.Superseded values are not recommended for survey control.
 PU1065
 PU1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1065.See file dsdata.pdf to determine how the superseded data were derived.
 PU1065
 PU1065_MARKER: Z = SEE DESCRIPTION
 PU1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1065_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1065+STABILITY: SURFACE MOTION
 PU1065
 PU1065  HISTORY     - Date     Condition        Report By
 PU1065  HISTORY     - UNK      MONUMENTED       USAF
 PU1065  HISTORY     - 1963     GOOD             CGS
 PU1065
 PU1065                          STATION DESCRIPTION
 PU1065
 PU1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1065'5 MI N FROM NEWELL.
 PU1065'ABOUT 4.75 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1065'SCHOOL AT NEWELL, THENCE 0.3 MILE EAST ALONG AN EAST-WEST FENCE,
 PU1065'ON THE SOUTHWEST SLOPE OF A HILL, 10 FEET NORTH OF THE EAST-WEST
 PU1065'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 PU1065'MONOLITH AZ, HELD ON THE CENTER OF THE TRIBRACH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0474 ***********************************************************************
 QS0474  DESIGNATION -  N 30
 QS0474  PID         -  QS0474
 QS0474  STATE/COUNTY-  SD/DEWEY
 QS0474  COUNTRY     -  US
 QS0474  USGS QUAD   -  BREWER BUTTE (2017)
 QS0474
 QS0474                         *CURRENT SURVEY CONTROL
 QS0474  ______________________________________________________________________
 QS0474* NAD 83(1986) POSITION- 45 25 12.     (N) 101 12 07.     (W)   SCALED
 QS0474* NAVD 88 ORTHO HEIGHT -   676.740 (meters)     2220.27  (feet) ADJUSTED
 QS0474  ______________________________________________________________________
 QS0474  GEOID HEIGHT    -        -20.930 (meters)                     GEOID18
 QS0474  DYNAMIC HEIGHT  -        676.644 (meters)     2219.96  (feet) COMP
 QS0474  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 QS0474
 QS0474  VERT ORDER      -  FIRST     CLASS II
 QS0474
 QS0474.The horizontal coordinates were scaled from a map and have
 QS0474.an estimated accuracy of +/- 6 seconds.
 QS0474
 QS0474.The orthometric height was determined by differential leveling and
 QS0474.adjusted by the NATIONAL GEODETIC SURVEY
 QS0474.in June 1991.
 QS0474
 QS0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0474.GEOID18 height accuracy estimate available here.
 QS0474
 QS0474.Click photographs - Photos may exist for this station.
 QS0474
 QS0474.The dynamic height is computed by dividing the NAVD 88
 QS0474.geopotential number by the normal gravity value computed on the
 QS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0474.degrees latitude (g = 980.6199 gals.).
 QS0474
 QS0474.The modeled gravity was interpolated from observed gravity values.
 QS0474
 QS0474;                    North         East    Units  Estimated Accuracy
 QS0474;SPC SD N     -   177,020.      505,930.      MT  (+/- 180 meters Scaled)
 QS0474
 QS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR277319(NAD 83)
 QS0474
 QS0474                          SUPERSEDED SURVEY CONTROL
 QS0474
 QS0474  NGVD 29 (??/??/92)  676.307  (m)         2218.85   (f) ADJ UNCH    1 2
 QS0474
 QS0474.Superseded values are not recommended for survey control.
 QS0474
 QS0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0474.See file dsdata.pdf to determine how the superseded data were derived.
 QS0474
 QS0474_MARKER: DB = BENCH MARK DISK
 QS0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0474_STAMPING: N 30 1934
 QS0474_MARK LOGO: CGS
 QS0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0474+STABILITY: SURFACE MOTION
 QS0474
 QS0474  HISTORY     - Date     Condition        Report By
 QS0474  HISTORY     - 1934     MONUMENTED       CGS
 QS0474  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0474  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0474
 QS0474                          STATION DESCRIPTION
 QS0474
 QS0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0474'4.2 MI E FROM FIRESTEEL.
 QS0474'ABOUT 4.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0474'AND PACIFIC RAILROAD FROM FIRESTEEL, DEWEY COUNTY, AT MILEPOST
 QS0474'46, ABOUT 38 YARDS EAST OF A ROAD CROSSING, AND ABOUT 14 YARDS
 QS0474'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 QS0474'N 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0474
 QS0474                          STATION RECOVERY (1976)
 QS0474
 QS0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0474'MARK NOT FOUND.
 QS0474
 QS0474                          STATION RECOVERY (1999)
 QS0474
 QS0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0474'THE DESCRIBED LOCATION IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0496 ***********************************************************************
 OR0496  DESIGNATION -  N 300
 OR0496  PID         -  OR0496
 OR0496  STATE/COUNTY-  SD/BRULE
 OR0496  COUNTRY     -  US
 OR0496  USGS QUAD   -  RED LAKE WEST (2017)
 OR0496
 OR0496                         *CURRENT SURVEY CONTROL
 OR0496  ______________________________________________________________________
 OR0496* NAD 83(1986) POSITION- 43 37 45.     (N) 099 18 40.     (W)   SCALED
 OR0496* NAVD 88 ORTHO HEIGHT -   540.185 (meters)     1772.26  (feet) ADJUSTED
 OR0496  ______________________________________________________________________
 OR0496  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 OR0496  DYNAMIC HEIGHT  -        540.018 (meters)     1771.71  (feet) COMP
 OR0496  MODELED GRAVITY -    980,293.8   (mgal)                       NAVD 88
 OR0496
 OR0496  VERT ORDER      -  SECOND    CLASS 0
 OR0496
 OR0496.The horizontal coordinates were scaled from a map and have
 OR0496.an estimated accuracy of +/- 6 seconds.
 OR0496
 OR0496.The orthometric height was determined by differential leveling and
 OR0496.adjusted by the NATIONAL GEODETIC SURVEY
 OR0496.in June 1991.
 OR0496
 OR0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0496.GEOID18 height accuracy estimate available here.
 OR0496
 OR0496.Click photographs - Photos may exist for this station.
 OR0496
 OR0496.The dynamic height is computed by dividing the NAVD 88
 OR0496.geopotential number by the normal gravity value computed on the
 OR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0496.degrees latitude (g = 980.6199 gals.).
 OR0496
 OR0496.The modeled gravity was interpolated from observed gravity values.
 OR0496
 OR0496;                    North         East    Units  Estimated Accuracy
 OR0496;SPC SD S     -   144,460.      682,490.      MT  (+/- 180 meters Scaled)
 OR0496
 OR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP749307(NAD 83)
 OR0496
 OR0496                          SUPERSEDED SURVEY CONTROL
 OR0496
 OR0496  NGVD 29 (??/??/92)  539.832  (m)         1771.10   (f) ADJ UNCH    2 0
 OR0496
 OR0496.Superseded values are not recommended for survey control.
 OR0496
 OR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0496.See file dsdata.pdf to determine how the superseded data were derived.
 OR0496
 OR0496_MARKER: DB = BENCH MARK DISK
 OR0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0496_STAMPING: N 300 1945
 OR0496_MARK LOGO: CGS
 OR0496_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0496+STABILITY: SURFACE MOTION
 OR0496
 OR0496  HISTORY     - Date     Condition        Report By
 OR0496  HISTORY     - 1945     MONUMENTED       CGS
 OR0496  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0496  HISTORY     - 1984     MARK NOT FOUND   NGS
 OR0496
 OR0496                          STATION DESCRIPTION
 OR0496
 OR0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0496'12.9 MI SE FROM CHAMBERLAIN.
 OR0496'12.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0496'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0496'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0496'THENCE 10.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0496'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 74 YARDS NORTH OF
 OR0496'THE CENTER LINE OF THE DIRT ROAD, 32 FEET EAST OF THE CENTER LINE
 OR0496'OF THE GRAVEL ROAD, 1 FOOT EAST OF A FENCE, 2.5 FEET NORTH OF A
 OR0496'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE
 OR0496'GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0496'5 INCHES ABOVE GROUND.
 OR0496
 OR0496                          STATION RECOVERY (1974)
 OR0496
 OR0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0496'MARK NOT FOUND.
 OR0496
 OR0496                          STATION RECOVERY (1984)
 OR0496
 OR0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0496'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0689 ***********************************************************************
 OR0689  DESIGNATION -  N 301
 OR0689  PID         -  OR0689
 OR0689  STATE/COUNTY-  SD/CHARLES MIX
 OR0689  COUNTRY     -  US
 OR0689  USGS QUAD   -  ACADEMY (2017)
 OR0689
 OR0689                         *CURRENT SURVEY CONTROL
 OR0689  ______________________________________________________________________
 OR0689* NAD 83(1986) POSITION- 43 26 30.     (N) 099 03 44.     (W)   SCALED
 OR0689* NAVD 88 ORTHO HEIGHT -   514.665 (meters)     1688.53  (feet) ADJUSTED
 OR0689  ______________________________________________________________________
 OR0689  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 OR0689  DYNAMIC HEIGHT  -        514.498 (meters)     1687.98  (feet) COMP
 OR0689  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OR0689
 OR0689  VERT ORDER      -  SECOND    CLASS 0
 OR0689
 OR0689.The horizontal coordinates were scaled from a map and have
 OR0689.an estimated accuracy of +/- 6 seconds.
 OR0689
 OR0689.The orthometric height was determined by differential leveling and
 OR0689.adjusted by the NATIONAL GEODETIC SURVEY
 OR0689.in June 1991.
 OR0689
 OR0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0689.GEOID18 height accuracy estimate available here.
 OR0689
 OR0689.Click photographs - Photos may exist for this station.
 OR0689
 OR0689.The dynamic height is computed by dividing the NAVD 88
 OR0689.geopotential number by the normal gravity value computed on the
 OR0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0689.degrees latitude (g = 980.6199 gals.).
 OR0689
 OR0689.The modeled gravity was interpolated from observed gravity values.
 OR0689
 OR0689;                    North         East    Units  Estimated Accuracy
 OR0689;SPC SD S     -   123,910.      702,890.      MT  (+/- 180 meters Scaled)
 OR0689
 OR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP949098(NAD 83)
 OR0689
 OR0689                          SUPERSEDED SURVEY CONTROL
 OR0689
 OR0689  NGVD 29 (??/??/92)  514.316  (m)         1687.39   (f) ADJ UNCH    2 0
 OR0689
 OR0689.Superseded values are not recommended for survey control.
 OR0689
 OR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0689.See file dsdata.pdf to determine how the superseded data were derived.
 OR0689
 OR0689_MARKER: DB = BENCH MARK DISK
 OR0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0689_STAMPING: N 301 1945
 OR0689_MARK LOGO: CGS
 OR0689_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0689+STABILITY: SURFACE MOTION
 OR0689
 OR0689  HISTORY     - Date     Condition        Report By
 OR0689  HISTORY     - 1945     MONUMENTED       CGS
 OR0689  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0689
 OR0689                          STATION DESCRIPTION
 OR0689
 OR0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0689'2.1 MI SE FROM ACADEMY.
 OR0689'2.1 MILES SOUTHEAST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0689'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0689'THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 50, AND THENCE 1.0 MILE
 OR0689'SOUTH ALONG A GRADED DIRT ROAD.  IT IS AT THE T-INTERSECTION OF A
 OR0689'DIRT ROAD LEADING EAST, 30 FEET EAST OF THE CENTER LINE OF THE
 OR0689'NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE T-ROAD,
 OR0689'3.5 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET SOUTH OF A WHITE
 OR0689'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0689'5 INCHES ABOVE GROUND.
 OR0689
 OR0689                          STATION RECOVERY (1971)
 OR0689
 OR0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0689'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0463 ***********************************************************************
 OR0463  DESIGNATION -  N 302
 OR0463  PID         -  OR0463
 OR0463  STATE/COUNTY-  SD/LYMAN
 OR0463  COUNTRY     -  US
 OR0463  USGS QUAD   -  IONA NW (2017)
 OR0463
 OR0463                         *CURRENT SURVEY CONTROL
 OR0463  ______________________________________________________________________
 OR0463* NAD 83(1986) POSITION- 43 40 28.     (N) 099 28 45.     (W)   SCALED
 OR0463* NAVD 88 ORTHO HEIGHT -   412.151 (meters)     1352.20  (feet) ADJUSTED
 OR0463  ______________________________________________________________________
 OR0463  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 OR0463  DYNAMIC HEIGHT  -        412.027 (meters)     1351.79  (feet) COMP
 OR0463  MODELED GRAVITY -    980,307.6   (mgal)                       NAVD 88
 OR0463
 OR0463  VERT ORDER      -  SECOND    CLASS 0
 OR0463
 OR0463.The horizontal coordinates were scaled from a map and have
 OR0463.an estimated accuracy of +/- 6 seconds.
 OR0463
 OR0463.The orthometric height was determined by differential leveling and
 OR0463.adjusted by the NATIONAL GEODETIC SURVEY
 OR0463.in June 1991.
 OR0463
 OR0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0463.GEOID18 height accuracy estimate available here.
 OR0463
 OR0463.Click photographs - Photos may exist for this station.
 OR0463
 OR0463.The dynamic height is computed by dividing the NAVD 88
 OR0463.geopotential number by the normal gravity value computed on the
 OR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0463.degrees latitude (g = 980.6199 gals.).
 OR0463
 OR0463.The modeled gravity was interpolated from observed gravity values.
 OR0463
 OR0463;                    North         East    Units  Estimated Accuracy
 OR0463;SPC SD S     -   149,340.      668,880.      MT  (+/- 180 meters Scaled)
 OR0463
 OR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP613358(NAD 83)
 OR0463
 OR0463                          SUPERSEDED SURVEY CONTROL
 OR0463
 OR0463  NGVD 29 (??/??/92)  411.819  (m)         1351.11   (f) ADJ UNCH    2 0
 OR0463
 OR0463.Superseded values are not recommended for survey control.
 OR0463
 OR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0463.See file dsdata.pdf to determine how the superseded data were derived.
 OR0463
 OR0463_MARKER: DB = BENCH MARK DISK
 OR0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0463_STAMPING: N 302 1945
 OR0463_MARK LOGO: CGS
 OR0463_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0463+STABILITY: SURFACE MOTION
 OR0463
 OR0463  HISTORY     - Date     Condition        Report By
 OR0463  HISTORY     - 1945     MONUMENTED       CGS
 OR0463
 OR0463                          STATION DESCRIPTION
 OR0463
 OR0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0463'10 MI N FROM IONA.
 OR0463'10.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0463'IONA, LYMAN COUNTY, 150 YARDS SOUTH OF A WOODEN BRIDGE, 34 FEET
 OR0463'WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE,
 OR0463'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1-1/2 FEET
 OR0463'HIGHER THAN THE HIGHWAY.  AN IRON BENCH MARK DISK STAMPED N 302
 OR0463'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0463'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0954 ***********************************************************************
 OR0954  DESIGNATION -  N 303 RESET
 OR0954  PID         -  OR0954
 OR0954  STATE/COUNTY-  SD/TRIPP
 OR0954  COUNTRY     -  US
 OR0954  USGS QUAD   -  DALLAS NW (2017)
 OR0954
 OR0954                         *CURRENT SURVEY CONTROL
 OR0954  ______________________________________________________________________
 OR0954* NAD 83(1986) POSITION- 43 14 27.     (N) 099 39 49.     (W)   SCALED
 OR0954* NAVD 88 ORTHO HEIGHT -   677.886 (meters)     2224.03  (feet) ADJUSTED
 OR0954  ______________________________________________________________________
 OR0954  GEOID HEIGHT    -        -25.268 (meters)                     GEOID18
 OR0954  DYNAMIC HEIGHT  -        677.630 (meters)     2223.19  (feet) COMP
 OR0954  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 OR0954
 OR0954  VERT ORDER      -  FIRST     CLASS II
 OR0954
 OR0954.The horizontal coordinates were scaled from a map and have
 OR0954.an estimated accuracy of +/- 6 seconds.
 OR0954
 OR0954.The orthometric height was determined by differential leveling and
 OR0954.adjusted by the NATIONAL GEODETIC SURVEY
 OR0954.in June 1994.
 OR0954
 OR0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0954.GEOID18 height accuracy estimate available here.
 OR0954
 OR0954.Click photographs - Photos may exist for this station.
 OR0954
 OR0954.The dynamic height is computed by dividing the NAVD 88
 OR0954.geopotential number by the normal gravity value computed on the
 OR0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0954.degrees latitude (g = 980.6199 gals.).
 OR0954
 OR0954.The modeled gravity was interpolated from observed gravity values.
 OR0954
 OR0954;                    North         East    Units  Estimated Accuracy
 OR0954;SPC SD S     -   101,030.      654,390.      MT  (+/- 180 meters Scaled)
 OR0954
 OR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN461877(NAD 83)
 OR0954
 OR0954                          SUPERSEDED SURVEY CONTROL
 OR0954
 OR0954  NGVD 29 (04/17/07)  677.51   (m)         2222.8    (f) RESET       3  
 OR0954
 OR0954.Superseded values are not recommended for survey control.
 OR0954
 OR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0954.See file dsdata.pdf to determine how the superseded data were derived.
 OR0954
 OR0954_MARKER: DV = VERTICAL CONTROL DISK
 OR0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0954_STAMPING: N 303 RESET 1985
 OR0954_MARK LOGO: NGS
 OR0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0954+STABILITY: SURFACE MOTION
 OR0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0954+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR0954
 OR0954  HISTORY     - Date     Condition        Report By
 OR0954  HISTORY     - 1985     MONUMENTED       NGS
 OR0954  HISTORY     - 19930919 GOOD             NGS
 OR0954
 OR0954                          STATION DESCRIPTION
 OR0954
 OR0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OR0954'5.1 KM (3.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 18, FROM ITS JUNCTION
 OR0954'WITH U.S. HIGHWAY 183, 31.8 METER (104.5 FT) NORTH OF THE CENTER
 OR0954'LINE OF 18, 0.8 METER (2.7 FT) EAST OF A POWER POLE AND 0.3 METER
 OR0954'(1 FT) WEST OF A WITNESS POST.
 OR0954
 OR0954                          STATION RECOVERY (1993)
 OR0954
 OR0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0954'22.8 KM (14.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR0954'COURTHOUSE IN WINNER, 242.0 M (794.0 FT) SOUTHEAST OF MILEPOST 266,
 OR0954'129.0 M (423.2 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING
 OR0954'NORTH, 31.8 M (104.3 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.0 M
 OR0954'(36.1 FT) NORTHWEST OF A FIELD ENTRANCE, 1.8 M (5.9 FT) BELOW THE
 OR0954'LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTHEAST OF A UTILITY POLE, 0.3
 OR0954'M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 OR0954'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0161 ***********************************************************************
 QS0161  DESIGNATION -  N 304
 QS0161  PID         -  QS0161
 QS0161  STATE/COUNTY-  SD/DEWEY
 QS0161  COUNTRY     -  US
 QS0161  USGS QUAD   -  MOREAU (2017)
 QS0161
 QS0161                         *CURRENT SURVEY CONTROL
 QS0161  ______________________________________________________________________
 QS0161* NAD 83(1986) POSITION- 45 21 11.     (N) 100 23 31.     (W)   SCALED
 QS0161* NAVD 88 ORTHO HEIGHT -   507.363 (meters)     1664.57  (feet) ADJUSTED
 QS0161  ______________________________________________________________________
 QS0161  GEOID HEIGHT    -        -21.976 (meters)                     GEOID18
 QS0161  DYNAMIC HEIGHT  -        507.309 (meters)     1664.40  (feet) COMP
 QS0161  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 QS0161
 QS0161  VERT ORDER      -  SECOND    CLASS 0
 QS0161
 QS0161.The horizontal coordinates were scaled from a map and have
 QS0161.an estimated accuracy of +/- 6 seconds.
 QS0161
 QS0161.The orthometric height was determined by differential leveling and
 QS0161.adjusted by the NATIONAL GEODETIC SURVEY
 QS0161.in June 1991.
 QS0161
 QS0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0161.GEOID18 height accuracy estimate available here.
 QS0161
 QS0161.Click photographs - Photos may exist for this station.
 QS0161
 QS0161.The dynamic height is computed by dividing the NAVD 88
 QS0161.geopotential number by the normal gravity value computed on the
 QS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0161.degrees latitude (g = 980.6199 gals.).
 QS0161
 QS0161.The modeled gravity was interpolated from observed gravity values.
 QS0161
 QS0161;                    North         East    Units  Estimated Accuracy
 QS0161;SPC SD N     -   168,950.      569,290.      MT  (+/- 180 meters Scaled)
 QS0161
 QS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR909231(NAD 83)
 QS0161
 QS0161                          SUPERSEDED SURVEY CONTROL
 QS0161
 QS0161  NGVD 29 (??/??/92)  506.999  (m)         1663.38   (f) ADJ UNCH    2 0
 QS0161
 QS0161.Superseded values are not recommended for survey control.
 QS0161
 QS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0161.See file dsdata.pdf to determine how the superseded data were derived.
 QS0161
 QS0161_MARKER: DB = BENCH MARK DISK
 QS0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0161_STAMPING: N 304 1945
 QS0161_MARK LOGO: CGS
 QS0161_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0161+STABILITY: SURFACE MOTION
 QS0161
 QS0161  HISTORY     - Date     Condition        Report By
 QS0161  HISTORY     - 1945     MONUMENTED       CGS
 QS0161
 QS0161                          STATION DESCRIPTION
 QS0161
 QS0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0161'17.8 MI S FROM MOBRIDGE.
 QS0161'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0161'3.8 MILES WEST ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST
 QS0161'1.4 MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 9.3 MILES ALONG
 QS0161'A GRAVELED ROAD, THENCE SOUTHEAST 3.2 MILES ALONG A GRAVELED
 QS0161'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 1.8 MILES SOUTH OF THE
 QS0161'CATHOLIC CHURCH AT MOREAU, 57.0 FEET NORTHEAST OF AND ABOUT
 QS0161'1.5 FEET LOWER THAN CENTERLINE OF ROAD, 18.3 FEET EAST OF A FENCE
 QS0161'CORNER, 1.0 FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A 4 X 4
 QS0161'MARKER POST.  AN IRON DISK STAMPED N 304 1945 IS SET IN TOP
 QS0161'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0185 ***********************************************************************
 QS0185  DESIGNATION -  N 305
 QS0185  PID         -  QS0185
 QS0185  STATE/COUNTY-  SD/DEWEY
 QS0185  COUNTRY     -  US
 QS0185  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0185
 QS0185                         *CURRENT SURVEY CONTROL
 QS0185  ______________________________________________________________________
 QS0185* NAD 83(1986) POSITION- 45 04 34.95   (N) 100 21 52.35   (W)   HD_HELD1
 QS0185* NAVD 88 ORTHO HEIGHT -   564.895 (meters)     1853.33  (feet) ADJUSTED
 QS0185  ______________________________________________________________________
 QS0185  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 QS0185  DYNAMIC HEIGHT  -        564.813 (meters)     1853.06  (feet) COMP
 QS0185  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 QS0185
 QS0185  VERT ORDER      -  FIRST     CLASS II
 QS0185
 QS0185.The horizontal coordinates were determined by differentially corrected
 QS0185.hand held GPS observations or other comparable positioning techniques
 QS0185.and have an estimated accuracy of +/- 3 meters.
 QS0185
 QS0185.The orthometric height was determined by differential leveling and
 QS0185.adjusted by the NATIONAL GEODETIC SURVEY
 QS0185.in July 1998.
 QS0185
 QS0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0185.GEOID18 height accuracy estimate available here.
 QS0185
 QS0185.Click photographs - Photos may exist for this station.
 QS0185
 QS0185.The dynamic height is computed by dividing the NAVD 88
 QS0185.geopotential number by the normal gravity value computed on the
 QS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0185.degrees latitude (g = 980.6199 gals.).
 QS0185
 QS0185.The modeled gravity was interpolated from observed gravity values.
 QS0185
 QS0185;                    North         East    Units  Estimated Accuracy
 QS0185;SPC SD N     -   138,194.5     571,297.1     MT  (+/- 3 meters HH1 GPS) 
 QS0185
 QS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9259692340(NAD 83)
 QS0185
 QS0185                          SUPERSEDED SURVEY CONTROL
 QS0185
 QS0185  NAVD 88 (06/15/91)  564.898  (m)         1853.34   (f) SUPERSEDED  1 2
 QS0185  NGVD 29 (??/??/92)  564.516  (m)         1852.08   (f) ADJ UNCH    1 2
 QS0185
 QS0185.Superseded values are not recommended for survey control.
 QS0185
 QS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0185.See file dsdata.pdf to determine how the superseded data were derived.
 QS0185
 QS0185_MARKER: DB = BENCH MARK DISK
 QS0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0185_STAMPING: N 305 1945
 QS0185_MARK LOGO: CGS
 QS0185_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0185+STABILITY: SURFACE MOTION
 QS0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0185+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0185
 QS0185  HISTORY     - Date     Condition        Report By
 QS0185  HISTORY     - 1945     MONUMENTED       CGS
 QS0185  HISTORY     - 19960425 GOOD             NGS
 QS0185  HISTORY     - 20120626 GOOD             INDIV
 QS0185
 QS0185                          STATION DESCRIPTION
 QS0185
 QS0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0185'5.5 MI NW FROM CHEYENNE AGENCY.
 QS0185'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTHWESTERLY
 QS0185'5.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 0.6
 QS0185'MILE NORTH OF THE INTERSECTION OF THE GRAVELED ROAD AND U.S. HIGHWAY
 QS0185'NO. 212, 45.6 FEET SOUTHWEST OF AND ABOUT 1.5 FEET LOWER THAN THE
 QS0185'CENTER LINE OF THE ROAD, 35.0 FEET NORTH OF A TELEPHONE POLE,
 QS0185'5.0 FEET NORTHEAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4
 QS0185'MARKER POST.  AN IRON DISK STAMPED N 305 1945 SET IN THE TOP OF
 QS0185'A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 QS0185
 QS0185                          STATION RECOVERY (1996)
 QS0185
 QS0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0185'36.6 KM (22.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0185'OF EXENE STREET IN GETTYSBURG, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG
 QS0185'A DIRT ROAD, 25.2 M (82.7 FT) WEST OF A WITNESS POST AND FENCE, 15.1 M
 QS0185'(49.5 FT) WEST OF THE ROAD CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 QS0185'THE ROAD, AND THE M0NUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 QS0185'SURFACE.
 QS0185
 QS0185                          STATION RECOVERY (2012)
 QS0185
 QS0185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0341 ***********************************************************************
 QS0341  DESIGNATION -  N 307
 QS0341  PID         -  QS0341
 QS0341  STATE/COUNTY-  SD/CORSON
 QS0341  COUNTRY     -  US
 QS0341  USGS QUAD   -  MAHTO (2017)
 QS0341
 QS0341                         *CURRENT SURVEY CONTROL
 QS0341  ______________________________________________________________________
 QS0341* NAD 83(1986) POSITION- 45 45 49.     (N) 100 41 15.     (W)   SCALED
 QS0341* NAVD 88 ORTHO HEIGHT -   555.653 (meters)     1823.00  (feet) ADJUSTED
 QS0341  ______________________________________________________________________
 QS0341  GEOID HEIGHT    -        -21.283 (meters)                     GEOID18
 QS0341  DYNAMIC HEIGHT  -        555.615 (meters)     1822.88  (feet) COMP
 QS0341  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 QS0341
 QS0341  VERT ORDER      -  SECOND    CLASS 0
 QS0341
 QS0341.The horizontal coordinates were scaled from a map and have
 QS0341.an estimated accuracy of +/- 6 seconds.
 QS0341
 QS0341.The orthometric height was determined by differential leveling and
 QS0341.adjusted by the NATIONAL GEODETIC SURVEY
 QS0341.in June 1991.
 QS0341
 QS0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0341.GEOID18 height accuracy estimate available here.
 QS0341
 QS0341.Click photographs - Photos may exist for this station.
 QS0341
 QS0341.The dynamic height is computed by dividing the NAVD 88
 QS0341.geopotential number by the normal gravity value computed on the
 QS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0341.degrees latitude (g = 980.6199 gals.).
 QS0341
 QS0341.The modeled gravity was interpolated from observed gravity values.
 QS0341
 QS0341;                    North         East    Units  Estimated Accuracy
 QS0341;SPC SD N     -   214,730.      546,520.      MT  (+/- 180 meters Scaled)
 QS0341
 QS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR687691(NAD 83)
 QS0341
 QS0341                          SUPERSEDED SURVEY CONTROL
 QS0341
 QS0341  NGVD 29 (??/??/92)  555.260  (m)         1821.72   (f) ADJ UNCH    2 0
 QS0341
 QS0341.Superseded values are not recommended for survey control.
 QS0341
 QS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0341.See file dsdata.pdf to determine how the superseded data were derived.
 QS0341
 QS0341_MARKER: DB = BENCH MARK DISK
 QS0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0341_STAMPING: N 307 1945
 QS0341_MARK LOGO: CGS
 QS0341_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0341+STABILITY: SURFACE MOTION
 QS0341
 QS0341  HISTORY     - Date     Condition        Report By
 QS0341  HISTORY     - 1945     MONUMENTED       CGS
 QS0341
 QS0341                          STATION DESCRIPTION
 QS0341
 QS0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0341'0.5 MI NW FROM MAHTO.
 QS0341'0.5 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0341'PACIFIC RAILROAD FROM THE STATION AT MAHTO, CORSON COUNTY, AT
 QS0341'THE EAST END OF A CUT, 212 FEET NORTHWEST OF A SWITCH, 47 FEET
 QS0341'NORTH OF THE CENTER LINE OF THE TRACK, 1 FOOT SOUTH OF A
 QS0341'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 QS0341'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 307 1945
 QS0341'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QS0341'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0243 ***********************************************************************
 QS0243  DESIGNATION -  N 308
 QS0243  PID         -  QS0243
 QS0243  STATE/COUNTY-  SD/DEWEY
 QS0243  COUNTRY     -  US
 QS0243  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0243
 QS0243                         *CURRENT SURVEY CONTROL
 QS0243  ______________________________________________________________________
 QS0243* NAD 83(1986) POSITION- 45 05 03.     (N) 100 26 05.     (W)   SCALED
 QS0243* NAVD 88 ORTHO HEIGHT -   575.776 (meters)     1889.03  (feet) ADJUSTED
 QS0243  ______________________________________________________________________
 QS0243  GEOID HEIGHT    -        -22.344 (meters)                     GEOID18
 QS0243  DYNAMIC HEIGHT  -        575.686 (meters)     1888.73  (feet) COMP
 QS0243  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 QS0243
 QS0243  VERT ORDER      -  SECOND    CLASS 0
 QS0243
 QS0243.The horizontal coordinates were scaled from a map and have
 QS0243.an estimated accuracy of +/- 6 seconds.
 QS0243
 QS0243.The orthometric height was determined by differential leveling and
 QS0243.adjusted by the NATIONAL GEODETIC SURVEY
 QS0243.in June 1991.
 QS0243
 QS0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0243.GEOID18 height accuracy estimate available here.
 QS0243
 QS0243.Click photographs - Photos may exist for this station.
 QS0243
 QS0243.The dynamic height is computed by dividing the NAVD 88
 QS0243.geopotential number by the normal gravity value computed on the
 QS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0243.degrees latitude (g = 980.6199 gals.).
 QS0243
 QS0243.The modeled gravity was interpolated from observed gravity values.
 QS0243
 QS0243;                    North         East    Units  Estimated Accuracy
 QS0243;SPC SD N     -   139,090.      565,780.      MT  (+/- 180 meters Scaled)
 QS0243
 QS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ870933(NAD 83)
 QS0243
 QS0243                          SUPERSEDED SURVEY CONTROL
 QS0243
 QS0243  NGVD 29 (??/??/92)  575.38   (m)         1887.7    (f) COMPUTED    2 0
 QS0243
 QS0243.Superseded values are not recommended for survey control.
 QS0243
 QS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0243.See file dsdata.pdf to determine how the superseded data were derived.
 QS0243
 QS0243_MARKER: DB = BENCH MARK DISK
 QS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0243_STAMPING: N 308 1945
 QS0243_MARK LOGO: CGS
 QS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0243+STABILITY: SURFACE MOTION
 QS0243
 QS0243  HISTORY     - Date     Condition        Report By
 QS0243  HISTORY     - 1945     MONUMENTED       CGS
 QS0243
 QS0243                          STATION DESCRIPTION
 QS0243
 QS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0243'4.8 MI NW FROM CHEYENNE AGENCY.
 QS0243'4.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHEYENNE RIVER
 QS0243'INDIAN AGENCY HEADQUARTERS AT CHEYENNE AGENCY, DEWEY COUNTY,
 QS0243'THENCE ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 212, 47-1/2 FEET
 QS0243'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST OF A POLE,
 QS0243'IN LINE WITH A ROW OF POLES, ABOUT LEVEL WITH THE HIGHWAY, AND
 QS0243'1 FOOT WEST OF A WHITE WOODEN WITNESS POST.  AN IRON BENCH-MARK
 QS0243'DISK, STAMPED N 308 1945 AND SET IN THE TOP OF A CONCRETE POST
 QS0243'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0105 ***********************************************************************
 PT0105  DESIGNATION -  N 309 RESET
 PT0105  PID         -  PT0105
 PT0105  STATE/COUNTY-  SD/SULLY
 PT0105  COUNTRY     -  US
 PT0105  USGS QUAD   -  AGAR (2017)
 PT0105
 PT0105                         *CURRENT SURVEY CONTROL
 PT0105  ______________________________________________________________________
 PT0105* NAD 83(1986) POSITION- 44 50 14.     (N) 100 06 05.     (W)   SCALED
 PT0105* NAVD 88 ORTHO HEIGHT -   572.70  (+/-2cm)     1878.9   (feet) VERTCON3
 PT0105  ______________________________________________________________________
 PT0105  GEOID HEIGHT    -        -22.797 (meters)                     GEOID18
 PT0105  VERT ORDER      -  THIRD (See Below)
 PT0105
 PT0105.The horizontal coordinates were scaled from a map and have
 PT0105.an estimated accuracy of +/- 6 seconds.
 PT0105
 PT0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0105
 PT0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0105.GEOID18 height accuracy estimate available here.
 PT0105
 PT0105.The vertical order pertains to the NGVD 29 superseded value.
 PT0105
 PT0105.Click photographs - Photos may exist for this station.
 PT0105
 PT0105;                    North         East    Units  Estimated Accuracy
 PT0105;SPC SD N     -   111,560.      591,980.      MT  (+/- 180 meters Scaled)
 PT0105
 PT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ129654(NAD 83)
 PT0105
 PT0105                          SUPERSEDED SURVEY CONTROL
 PT0105
 PT0105  NGVD 29 (??/??/??)  572.33   (m)         1877.7    (f) RESET       3  
 PT0105
 PT0105.Superseded values are not recommended for survey control.
 PT0105
 PT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0105.See file dsdata.pdf to determine how the superseded data were derived.
 PT0105
 PT0105_MARKER: DB = BENCH MARK DISK
 PT0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0105_STAMPING: N 309 RESET 1970
 PT0105_MARK LOGO: CGS
 PT0105_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0105+STABILITY: SURFACE MOTION
 PT0105
 PT0105  HISTORY     - Date     Condition        Report By
 PT0105  HISTORY     - 1970     MONUMENTED       NGS
 PT0105
 PT0105                          STATION DESCRIPTION
 PT0105
 PT0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0105'1.3 MI W FROM AGAR.
 PT0105'1.3 MILES WEST ALONG COUNTY ROAD FROM THE RAILROAD STATION
 PT0105'IN AGAR TO A SECTION LINE CROSSROAD GROWN UP TO GRASS, 97 FEET
 PT0105'SOUTH OF THE CENTER OF COUNTY ROAD, 21 FEET WEST OF CENTER OF
 PT0105'SECTION LINE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, 1
 PT0105'FOOT EAST OF A FENCE LINE, SET IN THE TOP OF A ROUND CONCRETE
 PT0105'MONUMENT WHICH PROJECTS 2-INCHES.  NEAR CORNER OF SECTIONS
 PT0105'21, 22, 27, 28, T 116 N, R 77 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0240 ***********************************************************************
 QT0240  DESIGNATION -  N 31
 QT0240  PID         -  QT0240
 QT0240  STATE/COUNTY-  SD/HARDING
 QT0240  COUNTRY     -  US
 QT0240  USGS QUAD   -  REVA (2017)
 QT0240
 QT0240                         *CURRENT SURVEY CONTROL
 QT0240  ______________________________________________________________________
 QT0240* NAD 83(1986) POSITION- 45 32 43.     (N) 103 05 05.     (W)   SCALED
 QT0240* NAVD 88 ORTHO HEIGHT -   932.896 (meters)     3060.68  (feet) ADJUSTED
 QT0240  ______________________________________________________________________
 QT0240  GEOID HEIGHT    -        -16.680 (meters)                     GEOID18
 QT0240  DYNAMIC HEIGHT  -        932.735 (meters)     3060.15  (feet) COMP
 QT0240  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 QT0240
 QT0240  VERT ORDER      -  FIRST     CLASS II
 QT0240
 QT0240.The horizontal coordinates were scaled from a map and have
 QT0240.an estimated accuracy of +/- 6 seconds.
 QT0240
 QT0240.The orthometric height was determined by differential leveling and
 QT0240.adjusted by the NATIONAL GEODETIC SURVEY
 QT0240.in June 1991.
 QT0240
 QT0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0240.GEOID18 height accuracy estimate available here.
 QT0240
 QT0240.Click photographs - Photos may exist for this station.
 QT0240
 QT0240.The dynamic height is computed by dividing the NAVD 88
 QT0240.geopotential number by the normal gravity value computed on the
 QT0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0240.degrees latitude (g = 980.6199 gals.).
 QT0240
 QT0240.The modeled gravity was interpolated from observed gravity values.
 QT0240
 QT0240;                    North         East    Units  Estimated Accuracy
 QT0240;SPC SD N     -   194,830.      359,160.      MT  (+/- 180 meters Scaled)
 QT0240
 QT0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL495453(NAD 83)
 QT0240
 QT0240                          SUPERSEDED SURVEY CONTROL
 QT0240
 QT0240  NGVD 29 (??/??/92)  932.413  (m)         3059.09   (f) ADJ UNCH    1 2
 QT0240
 QT0240.Superseded values are not recommended for survey control.
 QT0240
 QT0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0240.See file dsdata.pdf to determine how the superseded data were derived.
 QT0240
 QT0240_MARKER: DB = BENCH MARK DISK
 QT0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0240_STAMPING: N 31 1934
 QT0240_MARK LOGO: CGS
 QT0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0240+STABILITY: SURFACE MOTION
 QT0240
 QT0240  HISTORY     - Date     Condition        Report By
 QT0240  HISTORY     - 1934     MONUMENTED       CGS
 QT0240  HISTORY     - 1965     GOOD             CGS
 QT0240  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0240
 QT0240                          STATION DESCRIPTION
 QT0240
 QT0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QT0240'AT REVA.
 QT0240'AT REVA, HARDING COUNTY, NEAR THE QUARTER CORNER BETWEEN SECTIONS
 QT0240'1 AND 12, T 18 N, R 8 E, 253 FEET WEST OF THE NORTHWEST CORNER
 QT0240'OF DANCE HALL, 108 FEET SOUTH AND 80 FEET EAST AND 1.6 FEET
 QT0240'LOWER THAN STATE HIGHWAY 8 AT FENCE SOUTH, IN A CONCRETE POST.
 QT0240'A STANDARD DISK STAMPED N 31 1934.
 QT0240
 QT0240                          STATION RECOVERY (1999)
 QT0240
 QT0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0240'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0060 ***********************************************************************
 PT0060  DESIGNATION -  N 310
 PT0060  PID         -  PT0060
 PT0060  STATE/COUNTY-  SD/SULLY
 PT0060  COUNTRY     -  US
 PT0060  USGS QUAD   -  OKOBOJO (2017)
 PT0060
 PT0060                         *CURRENT SURVEY CONTROL
 PT0060  ______________________________________________________________________
 PT0060* NAD 83(1986) POSITION- 44 42 23.     (N) 100 28 02.     (W)   SCALED
 PT0060* NAVD 88 ORTHO HEIGHT -   563.946 (meters)     1850.21  (feet) ADJUSTED
 PT0060  ______________________________________________________________________
 PT0060  GEOID HEIGHT    -        -22.647 (meters)                     GEOID18
 PT0060  DYNAMIC HEIGHT  -        563.846 (meters)     1849.88  (feet) COMP
 PT0060  MODELED GRAVITY -    980,422.2   (mgal)                       NAVD 88
 PT0060
 PT0060  VERT ORDER      -  SECOND    CLASS 0
 PT0060
 PT0060.The horizontal coordinates were scaled from a map and have
 PT0060.an estimated accuracy of +/- 6 seconds.
 PT0060
 PT0060.The orthometric height was determined by differential leveling and
 PT0060.adjusted by the NATIONAL GEODETIC SURVEY
 PT0060.in June 1991.
 PT0060
 PT0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0060.GEOID18 height accuracy estimate available here.
 PT0060
 PT0060.Click photographs - Photos may exist for this station.
 PT0060
 PT0060.The dynamic height is computed by dividing the NAVD 88
 PT0060.geopotential number by the normal gravity value computed on the
 PT0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0060.degrees latitude (g = 980.6199 gals.).
 PT0060
 PT0060.The modeled gravity was interpolated from observed gravity values.
 PT0060
 PT0060;                    North         East    Units  Estimated Accuracy
 PT0060;SPC SD N     -    97,120.      562,980.      MT  (+/- 180 meters Scaled)
 PT0060
 PT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ837513(NAD 83)
 PT0060
 PT0060                          SUPERSEDED SURVEY CONTROL
 PT0060
 PT0060  NGVD 29 (??/??/92)  563.560  (m)         1848.95   (f) ADJ UNCH    2 0
 PT0060
 PT0060.Superseded values are not recommended for survey control.
 PT0060
 PT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0060.See file dsdata.pdf to determine how the superseded data were derived.
 PT0060
 PT0060_MARKER: DB = BENCH MARK DISK
 PT0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0060_STAMPING: N 310 1946
 PT0060_MARK LOGO: CGS
 PT0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0060+STABILITY: SURFACE MOTION
 PT0060
 PT0060  HISTORY     - Date     Condition        Report By
 PT0060  HISTORY     - 1946     MONUMENTED       CGS
 PT0060  HISTORY     - 1964     GOOD             USGS
 PT0060  HISTORY     - 1984     MARK NOT FOUND   NGS
 PT0060
 PT0060                          STATION DESCRIPTION
 PT0060
 PT0060'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PT0060'29.9 MI NW FROM PIERRE.
 PT0060'29.9 MILES NORTHWEST OF PIERRE, APPROXIMATELY 4.0 MILES NORTH
 PT0060'AND 3.5 MILES WEST OF OKOBOJO, NEAR CORNER SECTIONS 3, 4, 9 AND
 PT0060'10, T. 114 N., R 80 W., 34 FEET SOUTH, 39 FEET WEST, AND 0.4 FOOT
 PT0060'LOWER THAN ROAD AT A FIELD ROAD NORTH, 2 FEET NORTH OF A FENCE.
 PT0060'A STANDARD DISK, STAMPED N 310 1946 AND SET IN THE TOP OF A
 PT0060'CONCRETE POST.
 PT0060
 PT0060                          STATION RECOVERY (1984)
 PT0060
 PT0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0022 ***********************************************************************
 QS0022  DESIGNATION -  N 311
 QS0022  PID         -  QS0022
 QS0022  STATE/COUNTY-  SD/CAMPBELL
 QS0022  COUNTRY     -  US
 QS0022  USGS QUAD   -  POLLOCK (2017)
 QS0022
 QS0022                         *CURRENT SURVEY CONTROL
 QS0022  ______________________________________________________________________
 QS0022* NAD 83(1986) POSITION- 45 53 55.     (N) 100 17 17.     (W)   SCALED
 QS0022* NAVD 88 ORTHO HEIGHT -   507.726 (meters)     1665.76  (feet) ADJUSTED
 QS0022  ______________________________________________________________________
 QS0022  GEOID HEIGHT    -        -21.884 (meters)                     GEOID18
 QS0022  DYNAMIC HEIGHT  -        507.700 (meters)     1665.68  (feet) COMP
 QS0022  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 QS0022
 QS0022  VERT ORDER      -  FIRST     CLASS II
 QS0022
 QS0022.The horizontal coordinates were scaled from a map and have
 QS0022.an estimated accuracy of +/- 6 seconds.
 QS0022
 QS0022.The orthometric height was determined by differential leveling and
 QS0022.adjusted by the NATIONAL GEODETIC SURVEY
 QS0022.in June 1991.
 QS0022
 QS0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0022.GEOID18 height accuracy estimate available here.
 QS0022
 QS0022.Click photographs - Photos may exist for this station.
 QS0022
 QS0022.The dynamic height is computed by dividing the NAVD 88
 QS0022.geopotential number by the normal gravity value computed on the
 QS0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0022.degrees latitude (g = 980.6199 gals.).
 QS0022
 QS0022.The modeled gravity was interpolated from observed gravity values.
 QS0022
 QS0022;                    North         East    Units  Estimated Accuracy
 QS0022;SPC SD N     -   229,550.      577,650.      MT  (+/- 180 meters Scaled)
 QS0022
 QS0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR000835(NAD 83)
 QS0022
 QS0022                          SUPERSEDED SURVEY CONTROL
 QS0022
 QS0022  NGVD 29 (??/??/92)  507.34   (m)         1664.5    (f) COMPUTED    1 2
 QS0022
 QS0022.Superseded values are not recommended for survey control.
 QS0022
 QS0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0022.See file dsdata.pdf to determine how the superseded data were derived.
 QS0022
 QS0022_MARKER: DB = BENCH MARK DISK
 QS0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0022_STAMPING: N 311 1945
 QS0022_MARK LOGO: CGS
 QS0022_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0022+STABILITY: SURFACE MOTION
 QS0022
 QS0022  HISTORY     - Date     Condition        Report By
 QS0022  HISTORY     - 1945     MONUMENTED       CGS
 QS0022  HISTORY     - 1949     GOOD             CGS
 QS0022
 QS0022                          STATION DESCRIPTION
 QS0022
 QS0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0022'0.8 MI S FROM POLLOCK.
 QS0022'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 QS0022'AT POLLOCK, AT A ROAD JUNCTION, 72 FEET WEST OF THE CENTER LINE
 QS0022'OF A NORTH AND SOUTH ROAD, 87 FEET NORTH OF THE CENTER LINE OF
 QS0022'THE EAST AND WEST ROAD, 4.0 FEET SOUTHWEST OF A WITNESS POST,
 QS0022'1.2 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 QS0022'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0023 ***********************************************************************
 QS0023  DESIGNATION -  N 311 RESET
 QS0023  PID         -  QS0023
 QS0023  STATE/COUNTY-  SD/CAMPBELL
 QS0023  COUNTRY     -  US
 QS0023  USGS QUAD   -  POLLOCK (2017)
 QS0023
 QS0023                         *CURRENT SURVEY CONTROL
 QS0023  ______________________________________________________________________
 QS0023* NAD 83(1986) POSITION- 45 53 56.     (N) 100 17 17.     (W)   SCALED
 QS0023* NAVD 88 ORTHO HEIGHT -   507.82  (meters)     1666.1   (feet) RESET
 QS0023  ______________________________________________________________________
 QS0023  GEOID HEIGHT    -        -21.884 (meters)                     GEOID18
 QS0023  VERT ORDER      -  THIRD
 QS0023
 QS0023.The horizontal coordinates were scaled from a map and have
 QS0023.an estimated accuracy of +/- 6 seconds.
 QS0023
 QS0023.The orthometric height was computed from unverified reset data.
 QS0023
 QS0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0023.GEOID18 height accuracy estimate available here.
 QS0023
 QS0023.Click photographs - Photos may exist for this station.
 QS0023
 QS0023;                    North         East    Units  Estimated Accuracy
 QS0023;SPC SD N     -   229,580.      577,650.      MT  (+/- 180 meters Scaled)
 QS0023
 QS0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR000836(NAD 83)
 QS0023
 QS0023                          SUPERSEDED SURVEY CONTROL
 QS0023
 QS0023.No superseded survey control is available for this station.
 QS0023
 QS0023_MARKER: DB = BENCH MARK DISK
 QS0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0023_SP_SET: WATER TANK BASE
 QS0023_STAMPING: N 311 RESET 1955
 QS0023_MARK LOGO: CGS
 QS0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0023
 QS0023  HISTORY     - Date     Condition        Report By
 QS0023  HISTORY     - 1955     MONUMENTED       LOCENG
 QS0023  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0023
 QS0023                          STATION DESCRIPTION
 QS0023
 QS0023'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 QS0023'0.8 MI S FROM POLLOCK.
 QS0023'0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SOO LINE RAILROAD
 QS0023'STATION AT POLLOCK, CAMPBELL COUNTY, AT THE TOWN WATER TANK, IN
 QS0023'THE SOUTH SIDE OF THE CIRCULAR CONCRETE BASE, AND 3 FEET NORTH
 QS0023'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 311
 QS0023'RESET 1955.  NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS BEEN
 QS0023'MOVED APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0023
 QS0023                          STATION RECOVERY (1964)
 QS0023
 QS0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0422 ***********************************************************************
 PS0422  DESIGNATION -  N 312
 PS0422  PID         -  PS0422
 PS0422  STATE/COUNTY-  SD/HUGHES
 PS0422  COUNTRY     -  US
 PS0422  USGS QUAD   -  DE GREY (2017)
 PS0422
 PS0422                         *CURRENT SURVEY CONTROL
 PS0422  ______________________________________________________________________
 PS0422* NAD 83(1986) POSITION- 44 17 44.     (N) 099 59 12.     (W)   SCALED
 PS0422* NAVD 88 ORTHO HEIGHT -   453.876 (meters)     1489.09  (feet) ADJUSTED
 PS0422  ______________________________________________________________________
 PS0422  GEOID HEIGHT    -        -23.859 (meters)                     GEOID18
 PS0422  DYNAMIC HEIGHT  -        453.785 (meters)     1488.79  (feet) COMP
 PS0422  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 PS0422
 PS0422  VERT ORDER      -  FIRST     CLASS II
 PS0422
 PS0422.The horizontal coordinates were scaled from a map and have
 PS0422.an estimated accuracy of +/- 6 seconds.
 PS0422
 PS0422.The orthometric height was determined by differential leveling and
 PS0422.adjusted by the NATIONAL GEODETIC SURVEY
 PS0422.in June 1991.
 PS0422
 PS0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0422.GEOID18 height accuracy estimate available here.
 PS0422
 PS0422.Click photographs - Photos may exist for this station.
 PS0422
 PS0422.The dynamic height is computed by dividing the NAVD 88
 PS0422.geopotential number by the normal gravity value computed on the
 PS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0422.degrees latitude (g = 980.6199 gals.).
 PS0422
 PS0422.The modeled gravity was interpolated from observed gravity values.
 PS0422
 PS0422;                    North         East    Units  Estimated Accuracy
 PS0422;SPC SD S     -   218,050.      627,670.      MT  (+/- 180 meters Scaled)
 PS0422
 PS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ212051(NAD 83)
 PS0422
 PS0422                          SUPERSEDED SURVEY CONTROL
 PS0422
 PS0422  NGVD 29 (??/??/92)  453.54   (m)         1488.0    (f) COMPUTED    1 2
 PS0422
 PS0422.Superseded values are not recommended for survey control.
 PS0422
 PS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0422.See file dsdata.pdf to determine how the superseded data were derived.
 PS0422
 PS0422_MARKER: DB = BENCH MARK DISK
 PS0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0422_SP_SET: BRIDGE
 PS0422_STAMPING: N 312 1946
 PS0422_MARK LOGO: CGS
 PS0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0422
 PS0422  HISTORY     - Date     Condition        Report By
 PS0422  HISTORY     - 1946     MONUMENTED       CGS
 PS0422  HISTORY     - 1949     GOOD             CGS
 PS0422
 PS0422                          STATION DESCRIPTION
 PS0422
 PS0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0422'19.1 MI E FROM PIERRE.
 PS0422'19.1 MILES EAST, ALONG STATE HIGHWAY NO. 34, 19.1 MILES EAST
 PS0422'OF THE POST OFFICE IN PIERRE, 5.3 MILES EAST OF ROUSSEAU SCHOOL,
 PS0422'AT THE NORTHWEST CORNER OF A CONCRETE BRIDGE, IN THE NORTH END
 PS0422'OF THE WEST CONCRETE ABUTMENT, 18 FEET NORTH OF THE CENTER OF THE
 PS0422'ROAD, 6 FEET NORTH OF THE GUARD FENCE.  NOTE-- THIS BENCH MARK IS
 PS0422'ALSO LOCATED 4.3 MILES WEST OF THE POST OFFICE AT DEGREY.
 PS0422
 PS0422                          STATION RECOVERY (1949)
 PS0422
 PS0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0423 ***********************************************************************
 PS0423  DESIGNATION -  N 312 RESET
 PS0423  PID         -  PS0423
 PS0423  STATE/COUNTY-  SD/HUGHES
 PS0423  COUNTRY     -  US
 PS0423  USGS QUAD   -  DE GREY (2017)
 PS0423
 PS0423                         *CURRENT SURVEY CONTROL
 PS0423  ______________________________________________________________________
 PS0423* NAD 83(1986) POSITION- 44 17 44.     (N) 099 59 12.     (W)   SCALED
 PS0423* NAVD 88 ORTHO HEIGHT -   454.001 (meters)     1489.50  (feet) ADJUSTED
 PS0423  ______________________________________________________________________
 PS0423  GEOID HEIGHT    -        -23.859 (meters)                     GEOID18
 PS0423  DYNAMIC HEIGHT  -        453.910 (meters)     1489.20  (feet) COMP
 PS0423  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 PS0423
 PS0423  VERT ORDER      -  FIRST     CLASS II
 PS0423
 PS0423.The horizontal coordinates were scaled from a map and have
 PS0423.an estimated accuracy of +/- 6 seconds.
 PS0423
 PS0423.The orthometric height was determined by differential leveling and
 PS0423.adjusted by the NATIONAL GEODETIC SURVEY
 PS0423.in June 1991.
 PS0423
 PS0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0423.GEOID18 height accuracy estimate available here.
 PS0423
 PS0423.Click photographs - Photos may exist for this station.
 PS0423
 PS0423.The dynamic height is computed by dividing the NAVD 88
 PS0423.geopotential number by the normal gravity value computed on the
 PS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0423.degrees latitude (g = 980.6199 gals.).
 PS0423
 PS0423.The modeled gravity was interpolated from observed gravity values.
 PS0423
 PS0423;                    North         East    Units  Estimated Accuracy
 PS0423;SPC SD S     -   218,050.      627,670.      MT  (+/- 180 meters Scaled)
 PS0423
 PS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ212051(NAD 83)
 PS0423
 PS0423                          SUPERSEDED SURVEY CONTROL
 PS0423
 PS0423  NGVD 29 (??/??/92)  453.662  (m)         1488.39   (f) ADJ UNCH    1 2
 PS0423
 PS0423.Superseded values are not recommended for survey control.
 PS0423
 PS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0423.See file dsdata.pdf to determine how the superseded data were derived.
 PS0423
 PS0423_MARKER: DB = BENCH MARK DISK
 PS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0423_STAMPING: N 312 RESET 1949
 PS0423_MARK LOGO: CGS
 PS0423_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0423+STABILITY: SURFACE MOTION
 PS0423
 PS0423  HISTORY     - Date     Condition        Report By
 PS0423  HISTORY     - 1949     MONUMENTED       CGS
 PS0423
 PS0423                          STATION DESCRIPTION
 PS0423
 PS0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0423'4.3 MI W FROM DE GREY.
 PS0423'4.3 MILES WEST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0423'AT DE GREY, AT A Y-JUNCTION OF THE HIGHWAY AND PRIVATE ROAD
 PS0423'LEADING NORTHEAST, 77 FEET NORTH OF THE CENTER LINE OF THE
 PS0423'HIGHWAY, 70 FEET NORTHWEST OF THE CENTER LINE OF THE PRIVATE
 PS0423'ROAD LEADING NORTHEAST, 2 FEET NORTHEAST OF A CORNER FENCE POST,
 PS0423'1.5 NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A
 PS0423'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 PS0423'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 PS0423'BENCH MARK IS LOCATED 1.0 MILE EAST OF MARK TT 12 B.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0480 ***********************************************************************
 PS0480  DESIGNATION -  N 314
 PS0480  PID         -  PS0480
 PS0480  STATE/COUNTY-  SD/HYDE
 PS0480  COUNTRY     -  US
 PS0480  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0480
 PS0480                         *CURRENT SURVEY CONTROL
 PS0480  ______________________________________________________________________
 PS0480* NAD 83(1986) POSITION- 44 18 00.     (N) 099 36 11.     (W)   SCALED
 PS0480* NAVD 88 ORTHO HEIGHT -   617.162 (meters)     2024.81  (feet) ADJUSTED
 PS0480  ______________________________________________________________________
 PS0480  GEOID HEIGHT    -        -24.001 (meters)                     GEOID18
 PS0480  DYNAMIC HEIGHT  -        617.026 (meters)     2024.36  (feet) COMP
 PS0480  MODELED GRAVITY -    980,377.5   (mgal)                       NAVD 88
 PS0480
 PS0480  VERT ORDER      -  SECOND    CLASS 0
 PS0480
 PS0480.The horizontal coordinates were scaled from a map and have
 PS0480.an estimated accuracy of +/- 6 seconds.
 PS0480
 PS0480.The orthometric height was determined by differential leveling and
 PS0480.adjusted by the NATIONAL GEODETIC SURVEY
 PS0480.in June 1991.
 PS0480
 PS0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0480.GEOID18 height accuracy estimate available here.
 PS0480
 PS0480.Click photographs - Photos may exist for this station.
 PS0480
 PS0480.The dynamic height is computed by dividing the NAVD 88
 PS0480.geopotential number by the normal gravity value computed on the
 PS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0480.degrees latitude (g = 980.6199 gals.).
 PS0480
 PS0480.The modeled gravity was interpolated from observed gravity values.
 PS0480
 PS0480;                    North         East    Units  Estimated Accuracy
 PS0480;SPC SD N     -    51,940.      631,680.      MT  (+/- 180 meters Scaled)
 PS0480
 PS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ518053(NAD 83)
 PS0480
 PS0480                          SUPERSEDED SURVEY CONTROL
 PS0480
 PS0480  NGVD 29 (??/??/92)  616.810  (m)         2023.65   (f) ADJ UNCH    2 0
 PS0480
 PS0480.Superseded values are not recommended for survey control.
 PS0480
 PS0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0480.See file dsdata.pdf to determine how the superseded data were derived.
 PS0480
 PS0480_MARKER: DB = BENCH MARK DISK
 PS0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0480_SP_SET: BRIDGE
 PS0480_STAMPING: N 314 1946
 PS0480_MARK LOGO: CGS
 PS0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0480
 PS0480  HISTORY     - Date     Condition        Report By
 PS0480  HISTORY     - 1946     MONUMENTED       CGS
 PS0480
 PS0480                          STATION DESCRIPTION
 PS0480
 PS0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0480'12.3 MI NW FROM STEPHAN.
 PS0480'12.3 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK
 PS0480'MAY BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A
 PS0480'GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE
 PS0480'1.0 MILE NORTH ALONG STATE HIGHWAY 47, THENCE 7.0 MILES WEST
 PS0480'ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH, 1.0 MILE WEST, AND
 PS0480'1.3 MILES NORTH ALONG A GRAVEL ROAD.  IT IS 0.1 MILE SOUTHWEST
 PS0480'OF A WHITE FARMHOUSE, AT AN 18-FOOT CONCRETE BRIDGE, IN THE TOP
 PS0480'OF THE SOUTH END OF THE EAST HEADWALL, 3 FEET NORTHWEST OF THE
 PS0480'SOUTHEAST END OF THE SOUTHEAST WING WALL, AND 2.5 FEET ABOVE THE
 PS0480'LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED N 314 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0758 ***********************************************************************
 PS0758  DESIGNATION -  N 314 RESET
 PS0758  PID         -  PS0758
 PS0758  STATE/COUNTY-  SD/HYDE
 PS0758  COUNTRY     -  US
 PS0758  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0758
 PS0758                         *CURRENT SURVEY CONTROL
 PS0758  ______________________________________________________________________
 PS0758* NAD 83(1986) POSITION- 44 18 00.     (N) 099 36 11.     (W)   SCALED
 PS0758* NAVD 88 ORTHO HEIGHT -   619.09  (meters)     2031.1   (feet) RESET
 PS0758  ______________________________________________________________________
 PS0758  GEOID HEIGHT    -        -24.001 (meters)                     GEOID18
 PS0758  VERT ORDER      -  THIRD
 PS0758
 PS0758.The horizontal coordinates were scaled from a map and have
 PS0758.an estimated accuracy of +/- 6 seconds.
 PS0758
 PS0758.The orthometric height was computed from unverified reset data.
 PS0758
 PS0758.No vertical observational check was made to the station.
 PS0758
 PS0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0758.GEOID18 height accuracy estimate available here.
 PS0758
 PS0758.Click photographs - Photos may exist for this station.
 PS0758
 PS0758;                    North         East    Units  Estimated Accuracy
 PS0758;SPC SD N     -    51,940.      631,680.      MT  (+/- 180 meters Scaled)
 PS0758
 PS0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ518053(NAD 83)
 PS0758
 PS0758                          SUPERSEDED SURVEY CONTROL
 PS0758
 PS0758  NGVD 29 (04/17/07)  618.74   (m)         2030.0    (f) RESET       3  
 PS0758
 PS0758.Superseded values are not recommended for survey control.
 PS0758
 PS0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0758.See file dsdata.pdf to determine how the superseded data were derived.
 PS0758
 PS0758_MARKER: DV = VERTICAL CONTROL DISK
 PS0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0758_STAMPING: N 314 RESET 1984
 PS0758_MARK LOGO: NGS
 PS0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0758+STABILITY: SURFACE MOTION
 PS0758
 PS0758  HISTORY     - Date     Condition        Report By
 PS0758  HISTORY     - 1984     MONUMENTED       NGS
 PS0758
 PS0758                          STATION DESCRIPTION
 PS0758
 PS0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PS0758'13.3 KM (8.25 MI) WEST-NORTHWEST ALONG HIGHWAY 34, FROM THE JUNCTION
 PS0758'OF HIGHWAYS 47 AND 34, WHICH IS ABOUT 30.5 KM (18.95 MI) SOUTH OF
 PS0758'HIGHMORE OR 1.6 KM (1.00 MI) NORTHEAST OF STEPHAN, THENCE NORTH ALONG
 PS0758'GRAVELED ROAD FOR 2.5 KM (1.55 MI) TO A FARMSTEAD ON THE RIGHT,
 PS0758'THENCE EAST ALONG DRIVE ABOUT 38 M (124.7 FT) TO THE WEST END OF A
 PS0758'TREE GROVE AND MARK, 25.6 M (84.0 FT) SOUTH OF THE CENTER OF A DRIVE,
 PS0758'7.6 M (24.9 FT) NORTH OF THE CENTER OF A DRIVE AND 0.4 M (1.3 FT)
 PS0758'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0490 ***********************************************************************
 PS0490  DESIGNATION -  N 315
 PS0490  PID         -  PS0490
 PS0490  STATE/COUNTY-  SD/HUGHES
 PS0490  COUNTRY     -  US
 PS0490  USGS QUAD   -  DE GREY SE (2017)
 PS0490
 PS0490                         *CURRENT SURVEY CONTROL
 PS0490  ______________________________________________________________________
 PS0490* NAD 83(1986) POSITION- 44 18 34.     (N) 099 47 05.     (W)   SCALED
 PS0490* NAVD 88 ORTHO HEIGHT -   528.136 (meters)     1732.73  (feet) ADJUSTED
 PS0490  ______________________________________________________________________
 PS0490  GEOID HEIGHT    -        -23.958 (meters)                     GEOID18
 PS0490  DYNAMIC HEIGHT  -        528.021 (meters)     1732.35  (feet) COMP
 PS0490  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 PS0490
 PS0490  VERT ORDER      -  SECOND    CLASS 0
 PS0490
 PS0490.The horizontal coordinates were scaled from a map and have
 PS0490.an estimated accuracy of +/- 6 seconds.
 PS0490
 PS0490.The orthometric height was determined by differential leveling and
 PS0490.adjusted by the NATIONAL GEODETIC SURVEY
 PS0490.in June 1991.
 PS0490
 PS0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0490.GEOID18 height accuracy estimate available here.
 PS0490
 PS0490.Click photographs - Photos may exist for this station.
 PS0490
 PS0490.The dynamic height is computed by dividing the NAVD 88
 PS0490.geopotential number by the normal gravity value computed on the
 PS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0490.degrees latitude (g = 980.6199 gals.).
 PS0490
 PS0490.The modeled gravity was interpolated from observed gravity values.
 PS0490
 PS0490;                    North         East    Units  Estimated Accuracy
 PS0490;SPC SD S     -   219,680.      643,770.      MT  (+/- 180 meters Scaled)
 PS0490
 PS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ374065(NAD 83)
 PS0490
 PS0490                          SUPERSEDED SURVEY CONTROL
 PS0490
 PS0490  NGVD 29 (??/??/92)  527.790  (m)         1731.59   (f) ADJ UNCH    2 0
 PS0490
 PS0490.Superseded values are not recommended for survey control.
 PS0490
 PS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0490.See file dsdata.pdf to determine how the superseded data were derived.
 PS0490
 PS0490_MARKER: DB = BENCH MARK DISK
 PS0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0490_STAMPING: N 315 1946
 PS0490_MARK LOGO: CGS
 PS0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0490+STABILITY: SURFACE MOTION
 PS0490
 PS0490  HISTORY     - Date     Condition        Report By
 PS0490  HISTORY     - 1946     MONUMENTED       CGS
 PS0490
 PS0490                          STATION DESCRIPTION
 PS0490
 PS0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0490'8.1 MI NE FROM DE GREY.
 PS0490'8.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0490'AT DE GREY, HUGHES COUNTY, 4.0 MILES EAST OF GIDDINGS SCHOOL,
 PS0490'NEAR A SECTION CORNER, 33 FEET NORTH OF THE CENTER LINE OF THE
 PS0490'HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF A DIM ROAD LEADING
 PS0490'NORTH, 35 FEET NORTHWEST OF THE WEST END OF A 14-INCH CORRUGATED-IRON
 PS0490'PIPE CULVERT, 7 FEET WEST OF A FENCE CORNER, 3 FEET SOUTH OF THE
 PS0490'FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 PS0490'STANDARD DISK, STAMPED N 315 1946 AND SET IN THE TOP OF A CONCRETE
 PS0490'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0038 ***********************************************************************
 NN0038  DESIGNATION -  N 316
 NN0038  PID         -  NN0038
 NN0038  STATE/COUNTY-  SD/CHARLES MIX
 NN0038  COUNTRY     -  US
 NN0038  USGS QUAD   -  LYNCH NE (2017)
 NN0038
 NN0038                         *CURRENT SURVEY CONTROL
 NN0038  ______________________________________________________________________
 NN0038* NAD 83(1986) POSITION- 42 56 06.     (N) 098 20 53.     (W)   SCALED
 NN0038* NAVD 88 ORTHO HEIGHT -   432.894 (meters)     1420.25  (feet) ADJUSTED
 NN0038  ______________________________________________________________________
 NN0038  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 NN0038  DYNAMIC HEIGHT  -        432.748 (meters)     1419.77  (feet) COMP
 NN0038  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 NN0038
 NN0038  VERT ORDER      -  SECOND    CLASS 0
 NN0038
 NN0038.The horizontal coordinates were scaled from a map and have
 NN0038.an estimated accuracy of +/- 6 seconds.
 NN0038
 NN0038.The orthometric height was determined by differential leveling and
 NN0038.adjusted by the NATIONAL GEODETIC SURVEY
 NN0038.in June 1991.
 NN0038
 NN0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0038.GEOID18 height accuracy estimate available here.
 NN0038
 NN0038.Click photographs - Photos may exist for this station.
 NN0038
 NN0038.The dynamic height is computed by dividing the NAVD 88
 NN0038.geopotential number by the normal gravity value computed on the
 NN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0038.degrees latitude (g = 980.6199 gals.).
 NN0038
 NN0038.The modeled gravity was interpolated from observed gravity values.
 NN0038
 NN0038;                    North         East    Units  Estimated Accuracy
 NN0038;SPC SD S     -    68,780.      762,030.      MT  (+/- 180 meters Scaled)
 NN0038
 NN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531538(NAD 83)
 NN0038
 NN0038                          SUPERSEDED SURVEY CONTROL
 NN0038
 NN0038  NGVD 29 (??/??/92)  432.629  (m)         1419.38   (f) ADJ UNCH    2 0
 NN0038
 NN0038.Superseded values are not recommended for survey control.
 NN0038
 NN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0038.See file dsdata.pdf to determine how the superseded data were derived.
 NN0038
 NN0038_MARKER: DB = BENCH MARK DISK
 NN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0038_STAMPING: N 316 1946
 NN0038_MARK LOGO: CGS
 NN0038_PROJECTION: PROJECTING 15 CENTIMETERS
 NN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0038+STABILITY: SURFACE MOTION
 NN0038
 NN0038  HISTORY     - Date     Condition        Report By
 NN0038  HISTORY     - 1946     MONUMENTED       CGS
 NN0038  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0038
 NN0038                          STATION DESCRIPTION
 NN0038
 NN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0038'3 MI NE FROM GREENWOOD.
 NN0038'TO REACH FROM THE YANKTON INDIAN AGENCY BUILDING AT GREENWOOD
 NN0038'GO EAST 1.4 MILES ALONG A GRAVELED ROAD, THENCE NORTHEASTERLY
 NN0038'1.0 MILE ALONG A GRAVELED ROAD, THENCE NORTH 0.6 MILE ALONG A
 NN0038'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS A T INTERSECTION,
 NN0038'ABOUT 51 YDS SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST,
 NN0038'41.0 FT EAST OF AND ABOUT 2.0 FT LOWER THAN THE CENTER LINE
 NN0038'OF THE NORTH-SOUTH ROAD, 25.5 FT NORTHEAST OF A CONCRETE
 NN0038'FENCE POST AND 1.0 FT SOUTH OF A 4 IN X 4 IN MARKER POST.
 NN0038'A BRONZE DISK STAMPED N 316 1946 SET IN TOP OF A CONCRETE POST
 NN0038'WHICH PROJECTS 6 INS. ABOVE GROUND.  NOTE-- BENCH MARK IS
 NN0038'LOCATED IN LAKE BED (UNDER WATER).
 NN0038
 NN0038                          STATION RECOVERY (1962)
 NN0038
 NN0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1573 ***********************************************************************
 NM1573  DESIGNATION -  N 317 RESET
 NM1573  PID         -  NM1573
 NM1573  STATE/COUNTY-  SD/BON HOMME
 NM1573  COUNTRY     -  US
 NM1573  USGS QUAD   -  TABOR (2017)
 NM1573
 NM1573                         *CURRENT SURVEY CONTROL
 NM1573  ______________________________________________________________________
 NM1573* NAD 83(1986) POSITION- 42 54 31.     (N) 097 39 16.     (W)   SCALED
 NM1573* NAVD 88 ORTHO HEIGHT -   433.032 (meters)     1420.71  (feet) ADJUSTED
 NM1573  ______________________________________________________________________
 NM1573  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 NM1573  DYNAMIC HEIGHT  -        432.895 (meters)     1420.26  (feet) COMP
 NM1573  MODELED GRAVITY -    980,292.6   (mgal)                       NAVD 88
 NM1573
 NM1573  VERT ORDER      -  FIRST     CLASS II
 NM1573
 NM1573.The horizontal coordinates were scaled from a map and have
 NM1573.an estimated accuracy of +/- 6 seconds.
 NM1573
 NM1573.The orthometric height was determined by differential leveling and
 NM1573.adjusted by the NATIONAL GEODETIC SURVEY
 NM1573.in June 1994.
 NM1573
 NM1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1573.GEOID18 height accuracy estimate available here.
 NM1573
 NM1573.Click photographs - Photos may exist for this station.
 NM1573
 NM1573.The dynamic height is computed by dividing the NAVD 88
 NM1573.geopotential number by the normal gravity value computed on the
 NM1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1573.degrees latitude (g = 980.6199 gals.).
 NM1573
 NM1573.The modeled gravity was interpolated from observed gravity values.
 NM1573
 NM1573;                    North         East    Units  Estimated Accuracy
 NM1573;SPC SD S     -    67,440.      818,720.      MT  (+/- 180 meters Scaled)
 NM1573
 NM1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN098515(NAD 83)
 NM1573
 NM1573                          SUPERSEDED SURVEY CONTROL
 NM1573
 NM1573  NGVD 29 (04/17/07)  432.78   (m)         1419.9    (f) RESET       3  
 NM1573
 NM1573.Superseded values are not recommended for survey control.
 NM1573
 NM1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1573.See file dsdata.pdf to determine how the superseded data were derived.
 NM1573
 NM1573_MARKER: DV = VERTICAL CONTROL DISK
 NM1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1573_STAMPING: N 317 RESET 1979
 NM1573_MARK LOGO: NGS
 NM1573_PROJECTION: FLUSH
 NM1573_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1573+STABILITY: SURFACE MOTION
 NM1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1573+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM1573
 NM1573  HISTORY     - Date     Condition        Report By
 NM1573  HISTORY     - 1979     MONUMENTED       NGS
 NM1573  HISTORY     - 19930919 GOOD             NGS
 NM1573  HISTORY     - 20120309 GOOD             INDIV
 NM1573
 NM1573                          STATION DESCRIPTION
 NM1573
 NM1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NM1573'16.0 MI NE FROM SPRINGFIELD.
 NM1573'3.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE IN
 NM1573'SPRINGFIELD, THENCE 9.0 MILES EAST ALONG A PAVED ROAD, THENCE 1.0
 NM1573'MILE NORTH, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 52, ABOUT
 NM1573'250 YARDS SOUTHWEST OF A CURVE IN STATE HIGHWAY 50, 113.0 FEET
 NM1573'SOUTH OF CENTER OF STATE HIGHWAY 52, 32.0 FEET WEST OF CENTER OF
 NM1573'GRAVEL ROAD, AND 6.8 FEET SOUTH OF TELEPHONE JUNCTION BOX.
 NM1573'THE MARK IS 1.4 FT  N FROM A WITNESS POST.
 NM1573
 NM1573                          STATION RECOVERY (1993)
 NM1573
 NM1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1573'19.5 KM (12.10 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM1573'OF PEARL STREET IN TYNDALL, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG
 NM1573'STATE HIGHWAY 52, 25.6 M (84.0 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 NM1573'9.8 M (32.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 1.8 M (5.9 FT)
 NM1573'SOUTH OF UNDERGROUND CABLE JUNCTION BOX S431E1 S, 1.0 M (3.3 FT)
 NM1573'BELOW THE LEVEL OF THE GRAVELED ROAD, 0.4 M (1.3 FT) NORTH OF A
 NM1573'WITNESS POST, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 NM1573'THE MONUMENT IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 NM1573
 NM1573                          STATION RECOVERY (2012)
 NM1573
 NM1573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0581 ***********************************************************************
 OR0581  DESIGNATION -  N 318
 OR0581  PID         -  OR0581
 OR0581  STATE/COUNTY-  SD/GREGORY
 OR0581  COUNTRY     -  US
 OR0581  USGS QUAD   -  GREGORY SE (2017)
 OR0581
 OR0581                         *CURRENT SURVEY CONTROL
 OR0581  ______________________________________________________________________
 OR0581* NAD 83(1986) POSITION- 43 03 12.     (N) 099 17 47.     (W)   SCALED
 OR0581* NAVD 88 ORTHO HEIGHT -   647.624 (meters)     2124.75  (feet) ADJUSTED
 OR0581  ______________________________________________________________________
 OR0581  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 OR0581  DYNAMIC HEIGHT  -        647.372 (meters)     2123.92  (feet) COMP
 OR0581  MODELED GRAVITY -    980,210.8   (mgal)                       NAVD 88
 OR0581
 OR0581  VERT ORDER      -  SECOND    CLASS 0
 OR0581
 OR0581.The horizontal coordinates were scaled from a map and have
 OR0581.an estimated accuracy of +/- 6 seconds.
 OR0581
 OR0581.The orthometric height was determined by differential leveling and
 OR0581.adjusted by the NATIONAL GEODETIC SURVEY
 OR0581.in June 1991.
 OR0581
 OR0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0581.GEOID18 height accuracy estimate available here.
 OR0581
 OR0581.Click photographs - Photos may exist for this station.
 OR0581
 OR0581.The dynamic height is computed by dividing the NAVD 88
 OR0581.geopotential number by the normal gravity value computed on the
 OR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0581.degrees latitude (g = 980.6199 gals.).
 OR0581
 OR0581.The modeled gravity was interpolated from observed gravity values.
 OR0581
 OR0581;                    North         East    Units  Estimated Accuracy
 OR0581;SPC SD S     -    80,510.      684,470.      MT  (+/- 180 meters Scaled)
 OR0581
 OR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758667(NAD 83)
 OR0581
 OR0581                          SUPERSEDED SURVEY CONTROL
 OR0581
 OR0581  NGVD 29 (??/??/92)  647.32   (m)         2123.7    (f) COMPUTED    2 0
 OR0581
 OR0581.Superseded values are not recommended for survey control.
 OR0581
 OR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0581.See file dsdata.pdf to determine how the superseded data were derived.
 OR0581
 OR0581_MARKER: DB = BENCH MARK DISK
 OR0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0581_STAMPING: N 318 1946
 OR0581_MARK LOGO: CGS
 OR0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0581+STABILITY: SURFACE MOTION
 OR0581
 OR0581  HISTORY     - Date     Condition        Report By
 OR0581  HISTORY     - 1946     MONUMENTED       CGS
 OR0581
 OR0581                          STATION DESCRIPTION
 OR0581
 OR0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0581'8.8 MI S FROM BURKE.
 OR0581'ALONG A GRAVELED COUNTY ROAD, 8.8 MILES SOUTH OF THE CHICAGO AND
 OR0581'NORTHWESTERN RAILROAD STATION IN BURKE, NEAR A SECTION CORNER,
 OR0581'35 FEET WEST OF THE CENTER OF THE MAIN ROAD, 38 FEET SOUTH OF THE
 OR0581'CENTER OF A SIDE ROAD, 12 FEET SOUTH OF A CORNER FENCE POST, 2
 OR0581'FEET NORTH OF WITNESS POST, 1 FOOT WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0582 ***********************************************************************
 OR0582  DESIGNATION -  N 318 RESET
 OR0582  PID         -  OR0582
 OR0582  STATE/COUNTY-  SD/GREGORY
 OR0582  COUNTRY     -  US
 OR0582  USGS QUAD   -  GREGORY SE (2017)
 OR0582
 OR0582                         *CURRENT SURVEY CONTROL
 OR0582  ______________________________________________________________________
 OR0582* NAD 83(1986) POSITION- 43 03 12.     (N) 099 17 47.     (W)   SCALED
 OR0582* NAVD 88 ORTHO HEIGHT -   648.02  (+/-2cm)     2126.0   (feet) VERTCON3
 OR0582  ______________________________________________________________________
 OR0582  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 OR0582  VERT ORDER      -  THIRD (See Below)
 OR0582
 OR0582.The horizontal coordinates were scaled from a map and have
 OR0582.an estimated accuracy of +/- 6 seconds.
 OR0582
 OR0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0582
 OR0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0582.GEOID18 height accuracy estimate available here.
 OR0582
 OR0582.The vertical order pertains to the NGVD 29 superseded value.
 OR0582
 OR0582.Click photographs - Photos may exist for this station.
 OR0582
 OR0582;                    North         East    Units  Estimated Accuracy
 OR0582;SPC SD S     -    80,510.      684,470.      MT  (+/- 180 meters Scaled)
 OR0582
 OR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758667(NAD 83)
 OR0582
 OR0582                          SUPERSEDED SURVEY CONTROL
 OR0582
 OR0582  NGVD 29 (??/??/??)  647.72   (m)         2125.1    (f) RESET       3  
 OR0582
 OR0582.Superseded values are not recommended for survey control.
 OR0582
 OR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0582.See file dsdata.pdf to determine how the superseded data were derived.
 OR0582
 OR0582_MARKER: DB = BENCH MARK DISK
 OR0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0582_STAMPING: N 318 RESET 1961
 OR0582_MARK LOGO: CGS
 OR0582_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0582+STABILITY: SURFACE MOTION
 OR0582
 OR0582  HISTORY     - Date     Condition        Report By
 OR0582  HISTORY     - 1961     MONUMENTED       CGS
 OR0582
 OR0582                          STATION DESCRIPTION
 OR0582
 OR0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0582'8.8 MI S FROM BURKE.
 OR0582'THIS MARK IS LOCATED ABOUT 8.8 MILES SOUTH ALONG STATE HIGHWAY
 OR0582'47 FROM THE RAILROAD STATION IN BURKE, AT A SIDE ROAD LEADING
 OR0582'WEST, SOUTHWEST OF A STOCK UNDERPASS, 99 FEET WEST OF THE
 OR0582'CENTERLINE OF THE HIGHWAY AND 15 FEET SOUTH OF THE CENTERLINE
 OR0582'OF A ROAD LEADING WEST-NORTHWEST, AND SET IN THE TOP OF A
 OR0582'CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0988 ***********************************************************************
 NM0988  DESIGNATION -  N 319
 NM0988  PID         -  NM0988
 NM0988  STATE/COUNTY-  SD/YANKTON
 NM0988  COUNTRY     -  US
 NM0988  USGS QUAD   -  YANKTON (2017)
 NM0988
 NM0988                         *CURRENT SURVEY CONTROL
 NM0988  ______________________________________________________________________
 NM0988* NAD 83(1986) POSITION- 42 53 12.     (N) 097 26 30.     (W)   SCALED
 NM0988* NAVD 88 ORTHO HEIGHT -   396.277 (meters)     1300.12  (feet) ADJUSTED
 NM0988  ______________________________________________________________________
 NM0988  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM0988  DYNAMIC HEIGHT  -        396.162 (meters)     1299.74  (feet) COMP
 NM0988  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 NM0988
 NM0988  VERT ORDER      -  SECOND    CLASS 0
 NM0988
 NM0988.The horizontal coordinates were scaled from a map and have
 NM0988.an estimated accuracy of +/- 6 seconds.
 NM0988
 NM0988.The orthometric height was determined by differential leveling and
 NM0988.adjusted by the NATIONAL GEODETIC SURVEY
 NM0988.in June 1991.
 NM0988
 NM0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0988.GEOID18 height accuracy estimate available here.
 NM0988
 NM0988.Click photographs - Photos may exist for this station.
 NM0988
 NM0988.The dynamic height is computed by dividing the NAVD 88
 NM0988.geopotential number by the normal gravity value computed on the
 NM0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0988.degrees latitude (g = 980.6199 gals.).
 NM0988
 NM0988.The modeled gravity was interpolated from observed gravity values.
 NM0988
 NM0988;                    North         East    Units  Estimated Accuracy
 NM0988;SPC SD S     -    65,580.      836,170.      MT  (+/- 180 meters Scaled)
 NM0988
 NM0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN272494(NAD 83)
 NM0988
 NM0988                          SUPERSEDED SURVEY CONTROL
 NM0988
 NM0988  NGVD 29 (??/??/92)  396.073  (m)         1299.45   (f) ADJ UNCH    2 0
 NM0988
 NM0988.Superseded values are not recommended for survey control.
 NM0988
 NM0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0988.See file dsdata.pdf to determine how the superseded data were derived.
 NM0988
 NM0988_MARKER: DB = BENCH MARK DISK
 NM0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0988_STAMPING: N 319 1946
 NM0988_MARK LOGO: CGS
 NM0988_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0988+STABILITY: SURFACE MOTION
 NM0988
 NM0988  HISTORY     - Date     Condition        Report By
 NM0988  HISTORY     - 1946     MONUMENTED       CGS
 NM0988  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0988
 NM0988                          STATION DESCRIPTION
 NM0988
 NM0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0988'3.1 MI W FROM YANKTON.
 NM0988'3.1 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO. 50 FROM
 NM0988'THE POST OFFICE AT YANKTON, ABOUT 0.3 MILES WEST OF A ROAD
 NM0988'JUNCTION, 39 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE
 NM0988'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A 2 INCH ANGLE
 NM0988'IRON CORNER POST, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 NM0988'A BRONZE DISC STAMPED N 319 194 AND SET IN THE TOP OF A CONCRETE
 NM0988'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 NM0988
 NM0988                          STATION RECOVERY (1993)
 NM0988
 NM0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0988'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0339 ***********************************************************************
 QT0339  DESIGNATION -  N 32
 QT0339  PID         -  QT0339
 QT0339  STATE/COUNTY-  SD/HARDING
 QT0339  COUNTRY     -  US
 QT0339  USGS QUAD   -  CAMP CROOK (2017)
 QT0339
 QT0339                         *CURRENT SURVEY CONTROL
 QT0339  ______________________________________________________________________
 QT0339* NAD 83(1986) POSITION- 45 33 41.1    (N) 103 53 20.0    (W)   HD_HELD2
 QT0339* NAVD 88 ORTHO HEIGHT -   987.983 (meters)     3241.41  (feet) ADJUSTED
 QT0339  ______________________________________________________________________
 QT0339  GEOID HEIGHT    -        -16.027 (meters)                     GEOID18
 QT0339  DYNAMIC HEIGHT  -        987.785 (meters)     3240.76  (feet) COMP
 QT0339  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 QT0339
 QT0339  VERT ORDER      -  FIRST     CLASS II
 QT0339
 QT0339.The horizontal coordinates were established by autonomous hand held GPS
 QT0339.observations and have an estimated accuracy of +/- 10 meters.
 QT0339
 QT0339.The orthometric height was determined by differential leveling and
 QT0339.adjusted by the NATIONAL GEODETIC SURVEY
 QT0339.in April 2000.
 QT0339
 QT0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0339.GEOID18 height accuracy estimate available here.
 QT0339
 QT0339.Click photographs - Photos may exist for this station.
 QT0339
 QT0339.The dynamic height is computed by dividing the NAVD 88
 QT0339.geopotential number by the normal gravity value computed on the
 QT0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0339.degrees latitude (g = 980.6199 gals.).
 QT0339
 QT0339.The modeled gravity was interpolated from observed gravity values.
 QT0339
 QT0339;                    North         East    Units  Estimated Accuracy
 QT0339;SPC SD N     -   199,325.      296,506.      MT  (+/- 10 meters HH2 GPS)
 QT0339
 QT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL8671345920(NAD 83)
 QT0339
 QT0339                          SUPERSEDED SURVEY CONTROL
 QT0339
 QT0339  NAVD 88 (06/15/91)  987.976  (m)         3241.38   (f) SUPERSEDED  1 2
 QT0339  NGVD 29 (??/??/92)  987.434  (m)         3239.61   (f) ADJ UNCH    1 2
 QT0339
 QT0339.Superseded values are not recommended for survey control.
 QT0339
 QT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0339.See file dsdata.pdf to determine how the superseded data were derived.
 QT0339
 QT0339_MARKER: DB = BENCH MARK DISK
 QT0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0339_STAMPING: N 32 1934
 QT0339_MARK LOGO: CGS
 QT0339_PROJECTION: FLUSH
 QT0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0339+STABILITY: SURFACE MOTION
 QT0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0339+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 QT0339
 QT0339  HISTORY     - Date     Condition        Report By
 QT0339  HISTORY     - 1934     MONUMENTED       CGS
 QT0339  HISTORY     - 1974     GOOD             USGS
 QT0339  HISTORY     - 19981030 GOOD             NGS
 QT0339  HISTORY     - 20100520 GOOD             GEOCAC
 QT0339
 QT0339                          STATION DESCRIPTION
 QT0339
 QT0339'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QT0339'6 MI E FROM CAMP CROOK.
 QT0339'4.9 MILES EAST OF CAMP CROOK ALONG STATE HIGHWAY 20, ON THE
 QT0339'CREST OF A HILL, 475 FEET NORTH OF A SHARP CURVE IN THE HIGHWAY,
 QT0339'57 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, A STANDARD US C AND
 QT0339'GS BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 QT0339'FOOT AND STAMPED N 32 1934.
 QT0339
 QT0339                          STATION RECOVERY (1998)
 QT0339
 QT0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0339'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0339'IN CAMP CROOK, THENCE 6.9 KM (4.30 MI) EASTERLY ALONG STATE HIGHWAY
 QT0339'20, 496.0 M (1627.3 FT) EAST OF MILEPOST 8, 88.8 M (291.3 FT)
 QT0339'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 86.8 M (284.8 FT) SOUTH
 QT0339'OF THE HIGHWAY CENTERLINE, 64.0 M (210.0 FT) SOUTH OF A WITNESS POST
 QT0339'AND FENCE, 17.4 M (57.1 FT) NORTHWEST OF THE CENTER OF AN OLD HIGHWAY
 QT0339'GRADE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 QT0339'MONUMENT IS ON PROPERTY OWNED BY THE STATE OF SOUTH DAKOTA AND IS
 QT0339'LEASED TO MURRY RALPH, HC 511, BOX 945, MILL IRON, MT 59324.
 QT0339
 QT0339                          STATION RECOVERY (2010)
 QT0339
 QT0339'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 QT0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0138 ***********************************************************************
 OS0138  DESIGNATION -  N 320
 OS0138  PID         -  OS0138
 OS0138  STATE/COUNTY-  SD/TODD
 OS0138  COUNTRY     -  US
 OS0138  USGS QUAD   -  LITTLEBURG (2017)
 OS0138
 OS0138                         *CURRENT SURVEY CONTROL
 OS0138  ______________________________________________________________________
 OS0138* NAD 83(1986) POSITION- 43 02 44.     (N) 100 24 47.     (W)   SCALED
 OS0138* NAVD 88 ORTHO HEIGHT -   796.647 (meters)     2613.67  (feet) ADJUSTED
 OS0138  ______________________________________________________________________
 OS0138  GEOID HEIGHT    -        -22.816 (meters)                     GEOID18
 OS0138  DYNAMIC HEIGHT  -        796.331 (meters)     2612.63  (feet) COMP
 OS0138  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 OS0138
 OS0138  VERT ORDER      -  SECOND    CLASS 0
 OS0138
 OS0138.The horizontal coordinates were scaled from a map and have
 OS0138.an estimated accuracy of +/- 6 seconds.
 OS0138
 OS0138.The orthometric height was determined by differential leveling and
 OS0138.adjusted by the NATIONAL GEODETIC SURVEY
 OS0138.in June 1991.
 OS0138
 OS0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0138.GEOID18 height accuracy estimate available here.
 OS0138
 OS0138.Click photographs - Photos may exist for this station.
 OS0138
 OS0138.The dynamic height is computed by dividing the NAVD 88
 OS0138.geopotential number by the normal gravity value computed on the
 OS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0138.degrees latitude (g = 980.6199 gals.).
 OS0138
 OS0138.The modeled gravity was interpolated from observed gravity values.
 OS0138
 OS0138;                    North         East    Units  Estimated Accuracy
 OS0138;SPC SD S     -    79,130.      593,500.      MT  (+/- 180 meters Scaled)
 OS0138
 OS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN849668(NAD 83)
 OS0138
 OS0138                          SUPERSEDED SURVEY CONTROL
 OS0138
 OS0138  NGVD 29 (??/??/92)  796.322  (m)         2612.60   (f) ADJ UNCH    2 0
 OS0138
 OS0138.Superseded values are not recommended for survey control.
 OS0138
 OS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0138.See file dsdata.pdf to determine how the superseded data were derived.
 OS0138
 OS0138_MARKER: DB = BENCH MARK DISK
 OS0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0138_STAMPING: N 320 1946
 OS0138_MARK LOGO: CGS
 OS0138_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0138+STABILITY: SURFACE MOTION
 OS0138
 OS0138  HISTORY     - Date     Condition        Report By
 OS0138  HISTORY     - 1946     MONUMENTED       CGS
 OS0138  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0138
 OS0138                          STATION DESCRIPTION
 OS0138
 OS0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0138'18.5 MI SW FROM KEYAPAHA.
 OS0138'ABOUT 14.5 MILES WEST ALONG A DIRT ROAD FROM THE U.S. POST
 OS0138'OFFICE AT KEYAPAHA, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD,
 OS0138'AND AT A ROAD INTERSECTION, 116 FEET NORTH OF THE CENTER LINE OF
 OS0138'THE EAST-WEST ROAD, 24 FEET WEST OF AND ABOUT 2 FEET HIGHER THAN
 OS0138'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT SOUTH OF A 4 IN
 OS0138'X 4 IN MARKER POST.  A BRONZE DISC STAMPED N 320 1946 AND SET IN
 OS0138'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 OS0138'GROUND.
 OS0138
 OS0138                          STATION RECOVERY (1977)
 OS0138
 OS0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0795 ***********************************************************************
 OS0795  DESIGNATION -  N 321 RESET
 OS0795  PID         -  OS0795
 OS0795  STATE/COUNTY-  SD/TRIPP
 OS0795  COUNTRY     -  US
 OS0795  USGS QUAD   -  CARTER (2017)
 OS0795
 OS0795                         *CURRENT SURVEY CONTROL
 OS0795  ______________________________________________________________________
 OS0795* NAD 83(1986) POSITION- 43 23 11.     (N) 100 12 18.     (W)   SCALED
 OS0795* NAVD 88 ORTHO HEIGHT -   655.269 (meters)     2149.83  (feet) ADJUSTED
 OS0795  ______________________________________________________________________
 OS0795  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 OS0795  DYNAMIC HEIGHT  -        655.029 (meters)     2149.04  (feet) COMP
 OS0795  MODELED GRAVITY -    980,234.1   (mgal)                       NAVD 88
 OS0795
 OS0795  VERT ORDER      -  FIRST     CLASS II
 OS0795
 OS0795.The horizontal coordinates were scaled from a map and have
 OS0795.an estimated accuracy of +/- 6 seconds.
 OS0795
 OS0795.The orthometric height was determined by differential leveling and
 OS0795.adjusted by the NATIONAL GEODETIC SURVEY
 OS0795.in June 1994.
 OS0795
 OS0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0795.GEOID18 height accuracy estimate available here.
 OS0795
 OS0795.Click photographs - Photos may exist for this station.
 OS0795
 OS0795.The dynamic height is computed by dividing the NAVD 88
 OS0795.geopotential number by the normal gravity value computed on the
 OS0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0795.degrees latitude (g = 980.6199 gals.).
 OS0795
 OS0795.The modeled gravity was interpolated from observed gravity values.
 OS0795
 OS0795;                    North         East    Units  Estimated Accuracy
 OS0795;SPC SD S     -   116,990.      610,400.      MT  (+/- 180 meters Scaled)
 OS0795
 OS0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP023044(NAD 83)
 OS0795
 OS0795                          SUPERSEDED SURVEY CONTROL
 OS0795
 OS0795  NGVD 29 (04/17/07)  654.92   (m)         2148.7    (f) RESET       3  
 OS0795
 OS0795.Superseded values are not recommended for survey control.
 OS0795
 OS0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0795.See file dsdata.pdf to determine how the superseded data were derived.
 OS0795
 OS0795_MARKER: DV = VERTICAL CONTROL DISK
 OS0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0795_STAMPING: N 321 RESET 1988
 OS0795_MARK LOGO: NGS
 OS0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0795+STABILITY: SURFACE MOTION
 OS0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0795+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 OS0795
 OS0795  HISTORY     - Date     Condition        Report By
 OS0795  HISTORY     - 1988     MONUMENTED       NGS
 OS0795  HISTORY     - 19930923 GOOD             NGS
 OS0795  HISTORY     - 20121129 GOOD             INDIV
 OS0795
 OS0795                          STATION DESCRIPTION
 OS0795
 OS0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OS0795'AT CARTER, 45.72 M (149.9 FT) EAST OF A COUNTY ROAD CENTER,
 OS0795'22.86 M (75.0 FT) SOUTH FROM CENTER OF 18,
 OS0795'34.75 M (114.0 FT) EAST OF RIGHT OF WAY FENCE,
 OS0795'0.3 M (1.0 FT) NORTH FROM A WITNESS POST, IN THE TOP OF
 OS0795'A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT) ABOVE THE GROUND.
 OS0795
 OS0795                          STATION RECOVERY (1993)
 OS0795
 OS0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0795'28.5 KM (17.70 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0795'COURTHOUSE IN WINNER, 0.9 KM (0.55 MI) EAST OF MILEPOST 234, 45.0 M
 OS0795'(147.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.8 M (74.8 FT)
 OS0795'SOUTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) BELOW THE LEVEL OF
 OS0795'THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF A WITNESS POST AND FENCE, AND
 OS0795'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OS0795
 OS0795                          STATION RECOVERY (2012)
 OS0795
 OS0795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0105 ***********************************************************************
 OS0105  DESIGNATION -  N 322
 OS0105  PID         -  OS0105
 OS0105  STATE/COUNTY-  SD/TRIPP
 OS0105  COUNTRY     -  US
 OS0105  USGS QUAD   -  KEYAPAHA (2017)
 OS0105
 OS0105                         *CURRENT SURVEY CONTROL
 OS0105  ______________________________________________________________________
 OS0105* NAD 83(1986) POSITION- 43 02 21.     (N) 100 11 10.     (W)   SCALED
 OS0105* NAVD 88 ORTHO HEIGHT -   733.635 (meters)     2406.93  (feet) ADJUSTED
 OS0105  ______________________________________________________________________
 OS0105  GEOID HEIGHT    -        -23.363 (meters)                     GEOID18
 OS0105  DYNAMIC HEIGHT  -        733.346 (meters)     2405.99  (feet) COMP
 OS0105  MODELED GRAVITY -    980,201.5   (mgal)                       NAVD 88
 OS0105
 OS0105  VERT ORDER      -  SECOND    CLASS 0
 OS0105
 OS0105.The horizontal coordinates were scaled from a map and have
 OS0105.an estimated accuracy of +/- 6 seconds.
 OS0105
 OS0105.The orthometric height was determined by differential leveling and
 OS0105.adjusted by the NATIONAL GEODETIC SURVEY
 OS0105.in June 1991.
 OS0105
 OS0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0105.GEOID18 height accuracy estimate available here.
 OS0105
 OS0105.Click photographs - Photos may exist for this station.
 OS0105
 OS0105.The dynamic height is computed by dividing the NAVD 88
 OS0105.geopotential number by the normal gravity value computed on the
 OS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0105.degrees latitude (g = 980.6199 gals.).
 OS0105
 OS0105.The modeled gravity was interpolated from observed gravity values.
 OS0105
 OS0105;                    North         East    Units  Estimated Accuracy
 OS0105;SPC SD S     -    78,420.      612,000.      MT  (+/- 180 meters Scaled)
 OS0105
 OS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN033658(NAD 83)
 OS0105
 OS0105                          SUPERSEDED SURVEY CONTROL
 OS0105
 OS0105  NGVD 29 (??/??/92)  733.306  (m)         2405.85   (f) ADJ UNCH    2 0
 OS0105
 OS0105.Superseded values are not recommended for survey control.
 OS0105
 OS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0105.See file dsdata.pdf to determine how the superseded data were derived.
 OS0105
 OS0105_MARKER: DB = BENCH MARK DISK
 OS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0105_STAMPING: N 322 1946
 OS0105_MARK LOGO: CGS
 OS0105_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0105+STABILITY: SURFACE MOTION
 OS0105
 OS0105  HISTORY     - Date     Condition        Report By
 OS0105  HISTORY     - 1946     MONUMENTED       CGS
 OS0105
 OS0105                          STATION DESCRIPTION
 OS0105
 OS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0105'7.5 MI SW FROM KEYAPAHA.
 OS0105'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0105'KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0
 OS0105'MILE WEST ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A
 OS0105'NORTH-SOUTH DIRT ROAD, 70 FEET NORTH OF A 6 INCH IRON PIPE USED
 OS0105'AS A CORNER POST, 42 FEET NORTH OF THE CENTER LINE OF THE
 OS0105'EAST-WEST ROAD EXTENDED, 31 FEET WEST OF AND ABOUT LEVEL WITH THE
 OS0105'CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT EAST OF THE
 OS0105'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.
 OS0105'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED N 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0757 ***********************************************************************
 OR0757  DESIGNATION -  N 323
 OR0757  PID         -  OR0757
 OR0757  STATE/COUNTY-  SD/TRIPP
 OR0757  COUNTRY     -  US
 OR0757  USGS QUAD   -  WEWELA (2017)
 OR0757
 OR0757                         *CURRENT SURVEY CONTROL
 OR0757  ______________________________________________________________________
 OR0757* NAD 83(1986) POSITION- 43 01 28.     (N) 099 49 48.     (W)   SCALED
 OR0757* NAVD 88 ORTHO HEIGHT -   667.688 (meters)     2190.57  (feet) ADJUSTED
 OR0757  ______________________________________________________________________
 OR0757  GEOID HEIGHT    -        -24.159 (meters)                     GEOID18
 OR0757  DYNAMIC HEIGHT  -        667.436 (meters)     2189.75  (feet) COMP
 OR0757  MODELED GRAVITY -    980,221.9   (mgal)                       NAVD 88
 OR0757
 OR0757  VERT ORDER      -  SECOND    CLASS 0
 OR0757
 OR0757.The horizontal coordinates were scaled from a map and have
 OR0757.an estimated accuracy of +/- 6 seconds.
 OR0757
 OR0757.The orthometric height was determined by differential leveling and
 OR0757.adjusted by the NATIONAL GEODETIC SURVEY
 OR0757.in June 1991.
 OR0757
 OR0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0757.GEOID18 height accuracy estimate available here.
 OR0757
 OR0757.Click photographs - Photos may exist for this station.
 OR0757
 OR0757.The dynamic height is computed by dividing the NAVD 88
 OR0757.geopotential number by the normal gravity value computed on the
 OR0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0757.degrees latitude (g = 980.6199 gals.).
 OR0757
 OR0757.The modeled gravity was interpolated from observed gravity values.
 OR0757
 OR0757;                    North         East    Units  Estimated Accuracy
 OR0757;SPC SD S     -    76,900.      641,020.      MT  (+/- 180 meters Scaled)
 OR0757
 OR0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN323638(NAD 83)
 OR0757
 OR0757                          SUPERSEDED SURVEY CONTROL
 OR0757
 OR0757  NGVD 29 (??/??/92)  667.380  (m)         2189.56   (f) ADJ UNCH    2 0
 OR0757
 OR0757.Superseded values are not recommended for survey control.
 OR0757
 OR0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0757.See file dsdata.pdf to determine how the superseded data were derived.
 OR0757
 OR0757_MARKER: DB = BENCH MARK DISK
 OR0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0757_STAMPING: N 323 1946
 OR0757_MARK LOGO: CGS
 OR0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0757+STABILITY: SURFACE MOTION
 OR0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0757+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0757
 OR0757  HISTORY     - Date     Condition        Report By
 OR0757  HISTORY     - 1946     MONUMENTED       CGS
 OR0757  HISTORY     - 19870708 GOOD             NGS
 OR0757
 OR0757                          STATION DESCRIPTION
 OR0757
 OR0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0757'3 MI NW FROM WEWELA.
 OR0757'ABOUT 0.3 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0757'WEWELA, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0757'WEST ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A ROAD LEADING
 OR0757'NORTH, 45 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTER
 OR0757'LINE OF THE EAST-WEST ROAD, 34 FEET EAST OF THE CENTER LINE
 OR0757'OF THE NORTH-SOUTH ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 OR0757'1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES
 OR0757'ABOVE THE GROUND.
 OR0757
 OR0757                          STATION RECOVERY (1987)
 OR0757
 OR0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0757'0.5 MILES WEST ALONG A DIRT ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 OR0757'183 AND THE POST OFFICE AT WEWELA, THEN 0.7 MILE NORTH ALONG ETC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0866 ***********************************************************************
 NM0866  DESIGNATION -  N 325
 NM0866  PID         -  NM0866
 NM0866  STATE/COUNTY-  SD/UNION
 NM0866  COUNTRY     -  US
 NM0866  USGS QUAD   -  JEFFERSON (2017)
 NM0866
 NM0866                         *CURRENT SURVEY CONTROL
 NM0866  ______________________________________________________________________
 NM0866* NAD 83(1986) POSITION- 42 31 29.     (N) 096 35 46.     (W)   SCALED
 NM0866* NAVD 88 ORTHO HEIGHT -   339.566 (meters)     1114.06  (feet) ADJUSTED
 NM0866  ______________________________________________________________________
 NM0866  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 NM0866  DYNAMIC HEIGHT  -        339.458 (meters)     1113.71  (feet) COMP
 NM0866  MODELED GRAVITY -    980,292.9   (mgal)                       NAVD 88
 NM0866
 NM0866  VERT ORDER      -  SECOND    CLASS 0
 NM0866
 NM0866.The horizontal coordinates were scaled from a map and have
 NM0866.an estimated accuracy of +/- 6 seconds.
 NM0866
 NM0866.The orthometric height was determined by differential leveling and
 NM0866.adjusted by the NATIONAL GEODETIC SURVEY
 NM0866.in June 1991.
 NM0866
 NM0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0866.GEOID18 height accuracy estimate available here.
 NM0866
 NM0866.Click photographs - Photos may exist for this station.
 NM0866
 NM0866.The dynamic height is computed by dividing the NAVD 88
 NM0866.geopotential number by the normal gravity value computed on the
 NM0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0866.degrees latitude (g = 980.6199 gals.).
 NM0866
 NM0866.The modeled gravity was interpolated from observed gravity values.
 NM0866
 NM0866;                    North         East    Units  Estimated Accuracy
 NM0866;SPC SD S     -    28,170.      907,000.      MT  (+/- 180 meters Scaled)
 NM0866
 NM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN974108(NAD 83)
 NM0866
 NM0866                          SUPERSEDED SURVEY CONTROL
 NM0866
 NM0866  NGVD 29 (??/??/92)  339.393  (m)         1113.49   (f) ADJ UNCH    2 0
 NM0866
 NM0866.Superseded values are not recommended for survey control.
 NM0866
 NM0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0866.See file dsdata.pdf to determine how the superseded data were derived.
 NM0866
 NM0866_MARKER: DB = BENCH MARK DISK
 NM0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0866_STAMPING: N 325 1948
 NM0866_MARK LOGO: CGS
 NM0866_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0866+STABILITY: SURFACE MOTION
 NM0866
 NM0866  HISTORY     - Date     Condition        Report By
 NM0866  HISTORY     - 1948     MONUMENTED       CGS
 NM0866
 NM0866                          STATION DESCRIPTION
 NM0866
 NM0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0866'8.3 MI SW FROM JEFFERSON.
 NM0866'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0866'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0866'WEST ALONG A PAVED ROAD, THENCE 5.0 MILES SOUTH ALONG A GRAVEL
 NM0866'ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 NM0866'EAST ALONG A DIRT ROAD, AT A T ROAD, 99.0 FEET SOUTH OF THE
 NM0866'CENTER LINE OF THE ROAD LEADING WEST, 35.0 FEET WEST OF THE CENTER
 NM0866'LINE OF A NORTH-SOUTH ROAD, 39.0 FEET EAST-SOUTHEAST OF A 36-INCH
 NM0866'COTTONWOOD TREE, 1.4 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A
 NM0866'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0866'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0167 ***********************************************************************
 OQ0167  DESIGNATION -  N 326
 OQ0167  PID         -  OQ0167
 OQ0167  STATE/COUNTY-  SD/LINCOLN
 OQ0167  COUNTRY     -  US
 OQ0167  USGS QUAD   -  CANTON SW (2017)
 OQ0167
 OQ0167                         *CURRENT SURVEY CONTROL
 OQ0167  ______________________________________________________________________
 OQ0167* NAD 83(1986) POSITION- 43 22 16.     (N) 096 38 50.     (W)   SCALED
 OQ0167* NAVD 88 ORTHO HEIGHT -   430.690 (meters)     1413.02  (feet) ADJUSTED
 OQ0167  ______________________________________________________________________
 OQ0167  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 OQ0167  DYNAMIC HEIGHT  -        430.574 (meters)     1412.64  (feet) COMP
 OQ0167  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 OQ0167
 OQ0167  VERT ORDER      -  FIRST     CLASS II
 OQ0167
 OQ0167.The horizontal coordinates were scaled from a map and have
 OQ0167.an estimated accuracy of +/- 6 seconds.
 OQ0167
 OQ0167.The orthometric height was determined by differential leveling and
 OQ0167.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0167.in June 1991.
 OQ0167
 OQ0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0167.GEOID18 height accuracy estimate available here.
 OQ0167
 OQ0167.Click photographs - Photos may exist for this station.
 OQ0167
 OQ0167.The dynamic height is computed by dividing the NAVD 88
 OQ0167.geopotential number by the normal gravity value computed on the
 OQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0167.degrees latitude (g = 980.6199 gals.).
 OQ0167
 OQ0167.The modeled gravity was interpolated from observed gravity values.
 OQ0167
 OQ0167;                    North         East    Units  Estimated Accuracy
 OQ0167;SPC SD S     -   121,920.      898,630.      MT  (+/- 180 meters Scaled)
 OQ0167
 OQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP906047(NAD 83)
 OQ0167
 OQ0167                          SUPERSEDED SURVEY CONTROL
 OQ0167
 OQ0167  NGVD 29 (??/??/92)  430.437  (m)         1412.19   (f) ADJ UNCH    1 2
 OQ0167
 OQ0167.Superseded values are not recommended for survey control.
 OQ0167
 OQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0167.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0167
 OQ0167_MARKER: DB = BENCH MARK DISK
 OQ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0167_STAMPING: N 326 1949
 OQ0167_MARK LOGO: CGS
 OQ0167_PROJECTION: PROJECTING 21 CENTIMETERS
 OQ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0167+STABILITY: SURFACE MOTION
 OQ0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0167+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2014
 OQ0167
 OQ0167  HISTORY     - Date     Condition        Report By
 OQ0167  HISTORY     - 1949     MONUMENTED       CGS
 OQ0167  HISTORY     - 20110317 MARK NOT FOUND   INDIV
 OQ0167  HISTORY     - 20131024 GOOD             INDIV
 OQ0167  HISTORY     - 20140124 GOOD             INDIV
 OQ0167
 OQ0167                          STATION DESCRIPTION
 OQ0167
 OQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0167'4.8 M SE FROM HARRISBURG.
 OQ0167'4.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0167'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG,
 OQ0167'0.1 MILE SOUTHEAST OF A ROAD CROSSING, 46.0 FEET SOUTHWEST
 OQ0167'OF THE SOUTHWEST RAIL, 33.0 FEET SOUTHEAST OF A POLE, 1.0
 OQ0167'FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.4 FEET SOUTHEAST
 OQ0167'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 OQ0167'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OQ0167
 OQ0167                          STATION RECOVERY (2011)
 OQ0167
 OQ0167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0167'MARK NOT FOUND.
 OQ0167
 OQ0167                          STATION RECOVERY (2013)
 OQ0167
 OQ0167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JHC)
 OQ0167'MARK RECOVERED BY SAYRE ASSOCIATES ON 10-24-2013. MARK IS LOCATED 607'
 OQ0167'SOUTHEAST OF THE CL OF SD HIGHWAY 11, 1.0' NORTH OF THE RAILROAD R/O/W
 OQ0167'FENCE. MARK WAS SHOT USING CITY OF SIOUX FALLS WATER TREATMENT PLANT
 OQ0167'GPS BASE WHICH PRODUCED AN ELEVATION OF 1416.04.
 OQ0167
 OQ0167                          STATION RECOVERY (2014)
 OQ0167
 OQ0167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JHC)
 OQ0167'MARK RECOVERED BY SAYRE ASSOCIATES ON 1-24-2014. MARK IS LOCATED 607'
 OQ0167'
 OQ0167'SOUTHEAST OF THE CL OF SD HIGHWAY 11, 1.0' NORTH OF THE RAILROAD R/O/W
 OQ0167'
 OQ0167'FENCE. MARK WAS SHOT USING CITY OF SIOUX FALLS WATER TREATMENT PLANT
 OQ0167'GPS BASE WHICH PRODUCED AN ELEVATION OF 1413.04.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0279 ***********************************************************************
 OQ0279  DESIGNATION -  N 327
 OQ0279  PID         -  OQ0279
 OQ0279  STATE/COUNTY-  SD/MINNEHAHA
 OQ0279  COUNTRY     -  US
 OQ0279  USGS QUAD   -  BRANDON (2017)
 OQ0279
 OQ0279                         *CURRENT SURVEY CONTROL
 OQ0279  ______________________________________________________________________
 OQ0279* NAD 83(1986) POSITION- 43 35 57.     (N) 096 36 01.     (W)   SCALED
 OQ0279* NAVD 88 ORTHO HEIGHT -   398.202 (meters)     1306.43  (feet) ADJUSTED
 OQ0279  ______________________________________________________________________
 OQ0279  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 OQ0279  DYNAMIC HEIGHT  -        398.102 (meters)     1306.11  (feet) COMP
 OQ0279  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 OQ0279
 OQ0279  VERT ORDER      -  SECOND    CLASS 0
 OQ0279
 OQ0279.The horizontal coordinates were scaled from a map and have
 OQ0279.an estimated accuracy of +/- 6 seconds.
 OQ0279
 OQ0279.The orthometric height was determined by differential leveling and
 OQ0279.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0279.in June 1991.
 OQ0279
 OQ0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0279.GEOID18 height accuracy estimate available here.
 OQ0279
 OQ0279.Click photographs - Photos may exist for this station.
 OQ0279
 OQ0279.The dynamic height is computed by dividing the NAVD 88
 OQ0279.geopotential number by the normal gravity value computed on the
 OQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0279.degrees latitude (g = 980.6199 gals.).
 OQ0279
 OQ0279.The modeled gravity was interpolated from observed gravity values.
 OQ0279
 OQ0279;                    North         East    Units  Estimated Accuracy
 OQ0279;SPC SD S     -   147,400.      901,290.      MT  (+/- 180 meters Scaled)
 OQ0279
 OQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP936301(NAD 83)
 OQ0279
 OQ0279                          SUPERSEDED SURVEY CONTROL
 OQ0279
 OQ0279  NGVD 29 (??/??/92)  397.965  (m)         1305.66   (f) ADJ UNCH    2 0
 OQ0279
 OQ0279.Superseded values are not recommended for survey control.
 OQ0279
 OQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0279.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0279
 OQ0279_MARKER: DB = BENCH MARK DISK
 OQ0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0279_SP_SET: BRIDGE
 OQ0279_STAMPING: N 327 1949
 OQ0279_MARK LOGO: CGS
 OQ0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0279
 OQ0279  HISTORY     - Date     Condition        Report By
 OQ0279  HISTORY     - 1949     MONUMENTED       CGS
 OQ0279  HISTORY     - 1966     GOOD             MNHD
 OQ0279
 OQ0279                          STATION DESCRIPTION
 OQ0279
 OQ0279'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0279'0.7 MI NW FROM BRANDON.
 OQ0279'0.7 MILE NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0279'OMAHA RAILWAY FROM THE STATION AT BRANDON (STATION DESTROYED),
 OQ0279'MINNEHAHA COUNTY, AT THE RAILROAD BRIDGE OVER BIG SIOUX RIVER, IN
 OQ0279'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST PIER, 7.2 FEET
 OQ0279'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT NORTHEAST OF THE
 OQ0279'SOUTHWEST END OF THE PIER AND ABOUT 3 FEET LOWER THAN THE TOP
 OQ0279'OF THE RAIL.  A STANDARD DISK, STAMPED N 327 1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0248 ***********************************************************************
 OQ0248  DESIGNATION -  N 328
 OQ0248  PID         -  OQ0248
 OQ0248  STATE/COUNTY-  SD/LINCOLN
 OQ0248  COUNTRY     -  US
 OQ0248  USGS QUAD   -  HARRISBURG (2017)
 OQ0248
 OQ0248                         *CURRENT SURVEY CONTROL
 OQ0248  ______________________________________________________________________
 OQ0248* NAD 83(1986) POSITION- 43 29 22.4    (N) 096 40 09.4    (W)   HD_HELD2
 OQ0248* NAVD 88 ORTHO HEIGHT -   438.300 (meters)     1437.99  (feet) ADJUSTED
 OQ0248  ______________________________________________________________________
 OQ0248  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 OQ0248  DYNAMIC HEIGHT  -        438.185 (meters)     1437.61  (feet) COMP
 OQ0248  MODELED GRAVITY -    980,343.2   (mgal)                       NAVD 88
 OQ0248
 OQ0248  VERT ORDER      -  SECOND    CLASS 0
 OQ0248
 OQ0248.The horizontal coordinates were established by autonomous hand held GPS
 OQ0248.observations and have an estimated accuracy of +/- 10 meters.
 OQ0248
 OQ0248.The orthometric height was determined by differential leveling and
 OQ0248.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0248.in June 1991.
 OQ0248
 OQ0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0248.GEOID18 height accuracy estimate available here.
 OQ0248
 OQ0248.Click photographs - Photos may exist for this station.
 OQ0248
 OQ0248.The dynamic height is computed by dividing the NAVD 88
 OQ0248.geopotential number by the normal gravity value computed on the
 OQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0248.degrees latitude (g = 980.6199 gals.).
 OQ0248
 OQ0248.The modeled gravity was interpolated from observed gravity values.
 OQ0248
 OQ0248;                    North         East    Units  Estimated Accuracy
 OQ0248;SPC SD S     -   134,982.      896,265.      MT  (+/- 10 meters HH2 GPS)
 OQ0248
 OQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8846017820(NAD 83)
 OQ0248
 OQ0248                          SUPERSEDED SURVEY CONTROL
 OQ0248
 OQ0248  NGVD 29 (??/??/92)  438.033  (m)         1437.11   (f) ADJ UNCH    2 0
 OQ0248
 OQ0248.Superseded values are not recommended for survey control.
 OQ0248
 OQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0248.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0248
 OQ0248_MARKER: DB = BENCH MARK DISK
 OQ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0248_STAMPING: N 328 1949
 OQ0248_MARK LOGO: CGS
 OQ0248_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0248+STABILITY: SURFACE MOTION
 OQ0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0248+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2009
 OQ0248
 OQ0248  HISTORY     - Date     Condition        Report By
 OQ0248  HISTORY     - 1949     MONUMENTED       CGS
 OQ0248  HISTORY     - 20040902 GOOD             INDIV
 OQ0248  HISTORY     - 20090302 GOOD             GEOCAC
 OQ0248
 OQ0248                          STATION DESCRIPTION
 OQ0248
 OQ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0248'5.5 MI NE FROM HARRISBURG.
 OQ0248'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0248'AT HARRISBURG, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0248'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT THE FARM HOME
 OQ0248'OF H.G. LEUBECHER, 116.0 FEET WEST OF THE CENTER LINE OF THE
 OQ0248'NORTH-SOUTH ROAD, 66.0 FEET EAST OF THE CENTER LINE OF THE
 OQ0248'DRIVEWAY, 41.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 OQ0248'ROAD, 1.0 FOOT SOUTH OF THE FENCE, 1.5 FEET EAST OF A REFERENCE
 OQ0248'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OQ0248'ABOVE THE GROUND.
 OQ0248
 OQ0248                          STATION RECOVERY (2004)
 OQ0248
 OQ0248'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JHC)
 OQ0248'FROM INTERSECTION OF SYCAMORE AVENUE AND 269TH STREET GO 120 FEET
 OQ0248'WEST. MONUMENT IS 1 FOOT SOUTH OF NORTH ROW FENCE.
 OQ0248
 OQ0248                          STATION RECOVERY (2009)
 OQ0248
 OQ0248'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0253 ***********************************************************************
 PR0253  DESIGNATION -  N 329
 PR0253  PID         -  PR0253
 PR0253  STATE/COUNTY-  SD/MOODY
 PR0253  COUNTRY     -  US
 PR0253  USGS QUAD   -  FLANDREAU NW (2017)
 PR0253
 PR0253                         *CURRENT SURVEY CONTROL
 PR0253  ______________________________________________________________________
 PR0253* NAD 83(1986) POSITION- 44 09 08.     (N) 096 42 33.     (W)   SCALED
 PR0253* NAVD 88 ORTHO HEIGHT -   476.414 (meters)     1563.03  (feet) ADJUSTED
 PR0253  ______________________________________________________________________
 PR0253  GEOID HEIGHT    -        -25.822 (meters)                     GEOID18
 PR0253  DYNAMIC HEIGHT  -        476.309 (meters)     1562.69  (feet) COMP
 PR0253  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 PR0253
 PR0253  VERT ORDER      -  SECOND    CLASS 0
 PR0253
 PR0253.The horizontal coordinates were scaled from a map and have
 PR0253.an estimated accuracy of +/- 6 seconds.
 PR0253
 PR0253.The orthometric height was determined by differential leveling and
 PR0253.adjusted by the NATIONAL GEODETIC SURVEY
 PR0253.in June 1991.
 PR0253
 PR0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0253.GEOID18 height accuracy estimate available here.
 PR0253
 PR0253.Click photographs - Photos may exist for this station.
 PR0253
 PR0253.The dynamic height is computed by dividing the NAVD 88
 PR0253.geopotential number by the normal gravity value computed on the
 PR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0253.degrees latitude (g = 980.6199 gals.).
 PR0253
 PR0253.The modeled gravity was interpolated from observed gravity values.
 PR0253
 PR0253;                    North         East    Units  Estimated Accuracy
 PR0253;SPC SD S     -   208,390.      889,830.      MT  (+/- 180 meters Scaled)
 PR0253
 PR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP831913(NAD 83)
 PR0253
 PR0253                          SUPERSEDED SURVEY CONTROL
 PR0253
 PR0253  NGVD 29 (??/??/92)  476.149  (m)         1562.17   (f) ADJ UNCH    2 0
 PR0253
 PR0253.Superseded values are not recommended for survey control.
 PR0253
 PR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0253.See file dsdata.pdf to determine how the superseded data were derived.
 PR0253
 PR0253_MARKER: DB = BENCH MARK DISK
 PR0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0253_STAMPING: N 329 1949
 PR0253_MARK LOGO: CGS
 PR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0253+STABILITY: SURFACE MOTION
 PR0253
 PR0253  HISTORY     - Date     Condition        Report By
 PR0253  HISTORY     - 1949     MONUMENTED       CGS
 PR0253
 PR0253                          STATION DESCRIPTION
 PR0253
 PR0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0253'13.8 MI NW FROM FLANDREAU.
 PR0253'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0253'FLANDREAU, THENCE 6.0 MILES WEST ALONG A GRAVELED ROAD, AT A
 PR0253'ROAD INTERSECTION, 38.0 FEET EAST OF THE CENTER LINE OF A
 PR0253'NORTH-SOUTH ROAD, 35.0 FEET SOUTH OF THE CENTER LINE OF AN
 PR0253'EAST-WEST ROAD, 5.0 FEET EAST OF A FENCE CORNER, 4.2 FEET EAST
 PR0253'OF A POWER POLE, 1.5 FEET WEST OF A REFERENCE POST, 1.4 FEET
 PR0253'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PR0253'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0438 ***********************************************************************
 PR0438  DESIGNATION -  N 330
 PR0438  PID         -  PR0438
 PR0438  STATE/COUNTY-  SD/HAMLIN
 PR0438  COUNTRY     -  US
 PR0438  USGS QUAD   -  LAKE POINSETT (2017)
 PR0438
 PR0438                         *CURRENT SURVEY CONTROL
 PR0438  ______________________________________________________________________
 PR0438* NAD 83(1986) POSITION- 44 36 06.     (N) 097 01 38.     (W)   SCALED
 PR0438* NAVD 88 ORTHO HEIGHT -   513.833 (meters)     1685.80  (feet) ADJUSTED
 PR0438  ______________________________________________________________________
 PR0438  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 PR0438  DYNAMIC HEIGHT  -        513.754 (meters)     1685.54  (feet) COMP
 PR0438  MODELED GRAVITY -    980,447.5   (mgal)                       NAVD 88
 PR0438
 PR0438  VERT ORDER      -  SECOND    CLASS 0
 PR0438
 PR0438.The horizontal coordinates were scaled from a map and have
 PR0438.an estimated accuracy of +/- 6 seconds.
 PR0438
 PR0438.The orthometric height was determined by differential leveling and
 PR0438.adjusted by the NATIONAL GEODETIC SURVEY
 PR0438.in June 1991.
 PR0438
 PR0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0438.GEOID18 height accuracy estimate available here.
 PR0438
 PR0438.Click photographs - Photos may exist for this station.
 PR0438
 PR0438.The dynamic height is computed by dividing the NAVD 88
 PR0438.geopotential number by the normal gravity value computed on the
 PR0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0438.degrees latitude (g = 980.6199 gals.).
 PR0438
 PR0438.The modeled gravity was interpolated from observed gravity values.
 PR0438
 PR0438;                    North         East    Units  Estimated Accuracy
 PR0438;SPC SD N     -    89,710.      835,950.      MT  (+/- 180 meters Scaled)
 PR0438
 PR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ565405(NAD 83)
 PR0438
 PR0438                          SUPERSEDED SURVEY CONTROL
 PR0438
 PR0438  NGVD 29 (??/??/92)  513.552  (m)         1684.88   (f) ADJ UNCH    2 0
 PR0438
 PR0438.Superseded values are not recommended for survey control.
 PR0438
 PR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0438.See file dsdata.pdf to determine how the superseded data were derived.
 PR0438
 PR0438_MARKER: DB = BENCH MARK DISK
 PR0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0438_STAMPING: N 330 1949
 PR0438_MARK LOGO: CGS
 PR0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0438+STABILITY: SURFACE MOTION
 PR0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0438+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2006
 PR0438
 PR0438  HISTORY     - Date     Condition        Report By
 PR0438  HISTORY     - 1949     MONUMENTED       CGS
 PR0438  HISTORY     - 20061129 GOOD             INDIV
 PR0438
 PR0438                          STATION DESCRIPTION
 PR0438
 PR0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0438'8 MI W FROM ESTELLINE.
 PR0438'8.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0438'NORTH WESTERN RAILWAY STATION AT ESTELLINE, AT A ROAD INTERSECTION,
 PR0438'73.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 46.0
 PR0438'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39.6 FEET SOUTHWEST
 PR0438'OF A POWER POLE, 1.9 FEET WEST OF A REFERENCE POST, 1.5 FEET
 PR0438'NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0438'0.6 FOOT ABOVE THE GROUND.
 PR0438
 PR0438                          STATION RECOVERY (2006)
 PR0438
 PR0438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 PR0438'GPS OBSERVATION IS DIFFICULT DUE TO TREES OVERSHADOWING THE MARK
 PR0438'OTHERWISE IT IS IN GOOD SHAPE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1365 ***********************************************************************
 NM1365  DESIGNATION -  N 331
 NM1365  PID         -  NM1365
 NM1365  STATE/COUNTY-  SD/BON HOMME
 NM1365  COUNTRY     -  US
 NM1365  USGS QUAD   -  SPRINGFIELD (2017)
 NM1365
 NM1365                         *CURRENT SURVEY CONTROL
 NM1365  ______________________________________________________________________
 NM1365* NAD 83(1986) POSITION- 42 46 11.     (N) 097 59 01.     (W)   SCALED
 NM1365* NAVD 88 ORTHO HEIGHT -   381.403 (meters)     1251.32  (feet) ADJUSTED
 NM1365  ______________________________________________________________________
 NM1365  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 NM1365  DYNAMIC HEIGHT  -        381.280 (meters)     1250.92  (feet) COMP
 NM1365  MODELED GRAVITY -    980,287.8   (mgal)                       NAVD 88
 NM1365
 NM1365  VERT ORDER      -  SECOND    CLASS 0
 NM1365
 NM1365.The horizontal coordinates were scaled from a map and have
 NM1365.an estimated accuracy of +/- 6 seconds.
 NM1365
 NM1365.The orthometric height was determined by differential leveling and
 NM1365.adjusted by the NATIONAL GEODETIC SURVEY
 NM1365.in June 1991.
 NM1365
 NM1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1365.GEOID18 height accuracy estimate available here.
 NM1365
 NM1365.Click photographs - Photos may exist for this station.
 NM1365
 NM1365.The dynamic height is computed by dividing the NAVD 88
 NM1365.geopotential number by the normal gravity value computed on the
 NM1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1365.degrees latitude (g = 980.6199 gals.).
 NM1365
 NM1365.The modeled gravity was interpolated from observed gravity values.
 NM1365
 NM1365;                    North         East    Units  Estimated Accuracy
 NM1365;SPC SD S     -    51,200.      792,290.      MT  (+/- 180 meters Scaled)
 NM1365
 NM1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN831357(NAD 83)
 NM1365
 NM1365                          SUPERSEDED SURVEY CONTROL
 NM1365
 NM1365  NGVD 29 (??/??/92)  381.188  (m)         1250.61   (f) ADJ UNCH    2 0
 NM1365
 NM1365.Superseded values are not recommended for survey control.
 NM1365
 NM1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1365.See file dsdata.pdf to determine how the superseded data were derived.
 NM1365
 NM1365_MARKER: DB = BENCH MARK DISK
 NM1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1365_STAMPING: N 331 1949
 NM1365_MARK LOGO: CGS
 NM1365_PROJECTION: PROJECTING 21 CENTIMETERS
 NM1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1365+STABILITY: SURFACE MOTION
 NM1365
 NM1365  HISTORY     - Date     Condition        Report By
 NM1365  HISTORY     - 1949     MONUMENTED       CGS
 NM1365  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1365
 NM1365                          STATION DESCRIPTION
 NM1365
 NM1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1365'AT RUNNING WATER.
 NM1365'132 YARDS (PACED) NORTH OF THE FERRY LANDING ON THE NORTH
 NM1365'BANK OF THE MISSOURI RIVER AT RUNNING WATER, IN LINE WITH THE
 NM1365'CENTER LINE OF A GRAVELED ROAD LEADING EAST TO SPRINGFIELD,
 NM1365'31 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 37, 29 FEET
 NM1365'NORTHWEST OF A POWER POLE, 12 FEET SOUTH OF THE CENTER LINE
 NM1365'OF A PRIVATE DRIVE LEADING WEST, 4.5 FEET SOUTHEAST OF A FENCE
 NM1365'CORNER POST, 2.4 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 NM1365'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NM1365
 NM1365                          STATION RECOVERY (1974)
 NM1365
 NM1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1365'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0357 ***********************************************************************
 PT0357  DESIGNATION -  N 332
 PT0357  PID         -  PT0357
 PT0357  STATE/COUNTY-  SD/STANLEY
 PT0357  COUNTRY     -  US
 PT0357  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0357
 PT0357                         *CURRENT SURVEY CONTROL
 PT0357  ______________________________________________________________________
 PT0357* NAD 83(1986) POSITION- 44 30 51.     (N) 100 33 45.     (W)   SCALED
 PT0357* NAVD 88 ORTHO HEIGHT -   446.803 (meters)     1465.89  (feet) ADJUSTED
 PT0357  ______________________________________________________________________
 PT0357  GEOID HEIGHT    -        -22.841 (meters)                     GEOID18
 PT0357  DYNAMIC HEIGHT  -        446.717 (meters)     1465.60  (feet) COMP
 PT0357  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 PT0357
 PT0357  VERT ORDER      -  FIRST     CLASS II
 PT0357
 PT0357.The horizontal coordinates were scaled from a map and have
 PT0357.an estimated accuracy of +/- 6 seconds.
 PT0357
 PT0357.The orthometric height was determined by differential leveling and
 PT0357.adjusted by the NATIONAL GEODETIC SURVEY
 PT0357.in June 1991.
 PT0357
 PT0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0357.GEOID18 height accuracy estimate available here.
 PT0357
 PT0357.Click photographs - Photos may exist for this station.
 PT0357
 PT0357.The dynamic height is computed by dividing the NAVD 88
 PT0357.geopotential number by the normal gravity value computed on the
 PT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0357.degrees latitude (g = 980.6199 gals.).
 PT0357
 PT0357.The modeled gravity was interpolated from observed gravity values.
 PT0357
 PT0357;                    North         East    Units  Estimated Accuracy
 PT0357;SPC SD S     -   242,310.      581,780.      MT  (+/- 180 meters Scaled)
 PT0357
 PT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ758301(NAD 83)
 PT0357
 PT0357                          SUPERSEDED SURVEY CONTROL
 PT0357
 PT0357  NGVD 29 (??/??/92)  446.424  (m)         1464.64   (f) ADJ UNCH    1 2
 PT0357
 PT0357.Superseded values are not recommended for survey control.
 PT0357
 PT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0357.See file dsdata.pdf to determine how the superseded data were derived.
 PT0357
 PT0357_MARKER: DB = BENCH MARK DISK
 PT0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0357_STAMPING: N 332 1949
 PT0357_MARK LOGO: CGS
 PT0357_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0357+STABILITY: SURFACE MOTION
 PT0357
 PT0357  HISTORY     - Date     Condition        Report By
 PT0357  HISTORY     - 1949     MONUMENTED       CGS
 PT0357  HISTORY     - 1951     GOOD             CGS
 PT0357
 PT0357                          STATION DESCRIPTION
 PT0357
 PT0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0357'22.4 MI NW FROM FORT PIERRE.
 PT0357'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0357'COURTHOUSE AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG
 PT0357'MISSION RIDGE ROAD, THENCE 3.25 MILES NORTH ALONG A DIRT ROAD,
 PT0357'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.35 MILE NORTH
 PT0357'ALONG A DIRT ROAD TO A WIRE GATE, THENCE THROUGH THE GATE AND
 PT0357'0.5 MILE EAST ALONG A WINDING TRACK ROAD TO A SECOND WIRE GATE,
 PT0357'THENCE 0.25 MILE NORTHEAST ALONG A PRIVATE ROAD TO THE D.A.
 PT0357'DONAVANS RESIDENCE, THENCE THROUGH A WIRE GATE AND 0.6 MILE
 PT0357'NORTHEAST ALONG A WINDING TRAIL THROUGH A PLUM THICKET TO A
 PT0357'CLEARING, THENCE 200 YARDS NORTH ALONG A FENCE TO A FENCE CORNER,
 PT0357'43 YARDS NORTHWEST OF A WASH, 19 FEET WEST OF THE CENTER LINE
 PT0357'OF A DIM TRAIL, 5.6 FEET SOUTHEAST OF A FENCE, 1.8 FEET SOUTH
 PT0357'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 PT0357'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 PT0357
 PT0357                          STATION RECOVERY (1951)
 PT0357
 PT0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0262 ***********************************************************************
 PT0262  DESIGNATION -  N 333
 PT0262  PID         -  PT0262
 PT0262  STATE/COUNTY-  SD/HUGHES
 PT0262  COUNTRY     -  US
 PT0262  USGS QUAD   -  OAHE DAM (2017)
 PT0262
 PT0262                         *CURRENT SURVEY CONTROL
 PT0262  ______________________________________________________________________
 PT0262* NAD 83(1986) POSITION- 44 29 49.     (N) 100 27 48.     (W)   SCALED
 PT0262* NAVD 88 ORTHO HEIGHT -   551.822 (meters)     1810.44  (feet) ADJUSTED
 PT0262  ______________________________________________________________________
 PT0262  GEOID HEIGHT    -        -22.996 (meters)                     GEOID18
 PT0262  DYNAMIC HEIGHT  -        551.717 (meters)     1810.09  (feet) COMP
 PT0262  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 PT0262
 PT0262  VERT ORDER      -  FIRST     CLASS II
 PT0262
 PT0262.The horizontal coordinates were scaled from a map and have
 PT0262.an estimated accuracy of +/- 6 seconds.
 PT0262
 PT0262.The orthometric height was determined by differential leveling and
 PT0262.adjusted by the NATIONAL GEODETIC SURVEY
 PT0262.in June 1991.
 PT0262
 PT0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0262.GEOID18 height accuracy estimate available here.
 PT0262
 PT0262.Click photographs - Photos may exist for this station.
 PT0262
 PT0262.The dynamic height is computed by dividing the NAVD 88
 PT0262.geopotential number by the normal gravity value computed on the
 PT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0262.degrees latitude (g = 980.6199 gals.).
 PT0262
 PT0262.The modeled gravity was interpolated from observed gravity values.
 PT0262
 PT0262;                    North         East    Units  Estimated Accuracy
 PT0262;SPC SD S     -   240,380.      589,660.      MT  (+/- 180 meters Scaled)
 PT0262
 PT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ836281(NAD 83)
 PT0262
 PT0262                          SUPERSEDED SURVEY CONTROL
 PT0262
 PT0262  NGVD 29 (??/??/92)  551.439  (m)         1809.18   (f) ADJ UNCH    1 2
 PT0262
 PT0262.Superseded values are not recommended for survey control.
 PT0262
 PT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0262.See file dsdata.pdf to determine how the superseded data were derived.
 PT0262
 PT0262_MARKER: DB = BENCH MARK DISK
 PT0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0262_STAMPING: N 333 1951
 PT0262_MARK LOGO: CGS
 PT0262_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0262+STABILITY: SURFACE MOTION
 PT0262
 PT0262  HISTORY     - Date     Condition        Report By
 PT0262  HISTORY     - 1951     MONUMENTED       CGS
 PT0262
 PT0262                          STATION DESCRIPTION
 PT0262
 PT0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0262'15.4 MI NW FROM PIERRE.
 PT0262'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0262'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0262'5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG
 PT0262'A TRAIL, THENCE 0.5 MILE WEST ALONG A FENCE, 1 FOOT SOUTH OF A
 PT0262'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 PT0262'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0482 ***********************************************************************
 OT0482  DESIGNATION -  N 334
 OT0482  PID         -  OT0482
 OT0482  STATE/COUNTY-  SD/FALL RIVER
 OT0482  COUNTRY     -  US
 OT0482  USGS QUAD   -  BURDOCK (2017)
 OT0482
 OT0482                         *CURRENT SURVEY CONTROL
 OT0482  ______________________________________________________________________
 OT0482* NAD 83(1986) POSITION- 43 24 51.     (N) 103 56 43.     (W)   SCALED
 OT0482* NAVD 88 ORTHO HEIGHT -  1077.182 (meters)     3534.05  (feet) ADJUSTED
 OT0482  ______________________________________________________________________
 OT0482  GEOID HEIGHT    -        -14.782 (meters)                     GEOID18
 OT0482  DYNAMIC HEIGHT  -       1076.736 (meters)     3532.59  (feet) COMP
 OT0482  MODELED GRAVITY -    980,168.6   (mgal)                       NAVD 88
 OT0482
 OT0482  VERT ORDER      -  FIRST     CLASS II
 OT0482
 OT0482.The horizontal coordinates were scaled from a map and have
 OT0482.an estimated accuracy of +/- 6 seconds.
 OT0482
 OT0482.The orthometric height was determined by differential leveling and
 OT0482.adjusted by the NATIONAL GEODETIC SURVEY
 OT0482.in June 1991.
 OT0482
 OT0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0482.GEOID18 height accuracy estimate available here.
 OT0482
 OT0482.Click photographs - Photos may exist for this station.
 OT0482
 OT0482.The dynamic height is computed by dividing the NAVD 88
 OT0482.geopotential number by the normal gravity value computed on the
 OT0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0482.degrees latitude (g = 980.6199 gals.).
 OT0482
 OT0482.The modeled gravity was interpolated from observed gravity values.
 OT0482
 OT0482;                    North         East    Units  Estimated Accuracy
 OT0482;SPC SD S     -   126,430.      307,580.      MT  (+/- 180 meters Scaled)
 OT0482
 OT0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ853073(NAD 83)
 OT0482
 OT0482                          SUPERSEDED SURVEY CONTROL
 OT0482
 OT0482  NGVD 29 (??/??/92) 1076.632  (m)         3532.25   (f) ADJ UNCH    1 2
 OT0482
 OT0482.Superseded values are not recommended for survey control.
 OT0482
 OT0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0482.See file dsdata.pdf to determine how the superseded data were derived.
 OT0482
 OT0482_MARKER: DB = BENCH MARK DISK
 OT0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0482_STAMPING: N 334 1957
 OT0482_MARK LOGO: CGS
 OT0482_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0482+STABILITY: SURFACE MOTION
 OT0482
 OT0482  HISTORY     - Date     Condition        Report By
 OT0482  HISTORY     - 1957     MONUMENTED       CGS
 OT0482  HISTORY     - 1985     GOOD             NGS
 OT0482
 OT0482                          STATION DESCRIPTION
 OT0482
 OT0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0482'10.1 MI NW FROM EDGEMONT.
 OT0482'ABOUT 10.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0482'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 25,
 OT0482'T. 7 S., R. 1 E., 96 FEET NORTHEAST OF THE NORTHEAST RAIL, 116
 OT0482'FEET NORTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 94 FEET
 OT0482'NORTHWEST OF THE CENTER OF A GATE ACROSS THE ROAD, 58 FEET
 OT0482'NORTH-NORTHWEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF
 OT0482'THE FENCE LINE, 2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2
 OT0482'FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 OT0482'PROJECTING 8 INCHES.
 OT0482
 OT0482                          STATION RECOVERY (1985)
 OT0482
 OT0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0482'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.9 KM
 OT0482'(11.1 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OT0482'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0482'AT A PRIVATE ROAD CROSSING THE BURLINGTON NORTHERN RAILROAD,
 OT0482'51.5 METERS (169 FT) NORTHEAST ACROSS THE TRACKS FROM THE CENTER OF
 OT0482'THE ROAD, 29.2 METERS (96 FT) NORTHEAST OF THE NORTHEAST RAIL AND 28.6
 OT0482'METERS (94 FT) NORTHWEST OF THE NORTHWEST END OF A WIRE GATE.
 OT0482'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 OT0482'THE MARK IS 0.8 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0435 ***********************************************************************
 OT0435  DESIGNATION -  N 335
 OT0435  PID         -  OT0435
 OT0435  STATE/COUNTY-  SD/FALL RIVER
 OT0435  COUNTRY     -  US
 OT0435  USGS QUAD   -  ARDMORE (2017)
 OT0435
 OT0435                         *CURRENT SURVEY CONTROL
 OT0435  ______________________________________________________________________
 OT0435* NAD 83(1986) POSITION- 43 03 32.     (N) 103 39 32.     (W)   SCALED
 OT0435* NAVD 88 ORTHO HEIGHT -  1073.454 (meters)     3521.82  (feet) ADJUSTED
 OT0435  ______________________________________________________________________
 OT0435  GEOID HEIGHT    -        -15.920 (meters)                     GEOID18
 OT0435  DYNAMIC HEIGHT  -       1072.975 (meters)     3520.25  (feet) COMP
 OT0435  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 OT0435
 OT0435  VERT ORDER      -  FIRST     CLASS II
 OT0435
 OT0435.The horizontal coordinates were scaled from a map and have
 OT0435.an estimated accuracy of +/- 6 seconds.
 OT0435
 OT0435.The orthometric height was determined by differential leveling and
 OT0435.adjusted by the NATIONAL GEODETIC SURVEY
 OT0435.in June 1991.
 OT0435
 OT0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0435.GEOID18 height accuracy estimate available here.
 OT0435
 OT0435.Click photographs - Photos may exist for this station.
 OT0435
 OT0435.The dynamic height is computed by dividing the NAVD 88
 OT0435.geopotential number by the normal gravity value computed on the
 OT0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0435.degrees latitude (g = 980.6199 gals.).
 OT0435
 OT0435.The modeled gravity was interpolated from observed gravity values.
 OT0435
 OT0435;                    North         East    Units  Estimated Accuracy
 OT0435;SPC SD S     -    86,030.      329,180.      MT  (+/- 180 meters Scaled)
 OT0435
 OT0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH092682(NAD 83)
 OT0435
 OT0435                          SUPERSEDED SURVEY CONTROL
 OT0435
 OT0435  NGVD 29 (??/??/92) 1072.906  (m)         3520.03   (f) ADJ UNCH    1 2
 OT0435
 OT0435.Superseded values are not recommended for survey control.
 OT0435
 OT0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0435.See file dsdata.pdf to determine how the superseded data were derived.
 OT0435
 OT0435_MARKER: DB = BENCH MARK DISK
 OT0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0435_STAMPING: N 335 1957
 OT0435_MARK LOGO: CGS
 OT0435_PROJECTION: PROJECTING 13 CENTIMETERS
 OT0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0435+STABILITY: SURFACE MOTION
 OT0435
 OT0435  HISTORY     - Date     Condition        Report By
 OT0435  HISTORY     - 1957     MONUMENTED       CGS
 OT0435  HISTORY     - 1985     GOOD             NGS
 OT0435
 OT0435                          STATION DESCRIPTION
 OT0435
 OT0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0435'2.6 MI N FROM ARDMORE.
 OT0435'ABOUT 2.65 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0435'RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 28, T. 11 S.,
 OT0435'R. 4 E., 42 FEET EAST OF MILEPOST 453, 52 FEET EAST OF THE EAST
 OT0435'RAIL, 82 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 87,
 OT0435'23 FEET NORTHEAST OF THE FOURTH POLE NORTH OF A ROAD CROSSING,
 OT0435'ABOUT 5 FEET LOWER THAN THE RAIL, 1 1/2 FEET NORTH OF A WHITE
 OT0435'WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 OT0435'PROJECTING 7 INCHES.
 OT0435
 OT0435                          STATION RECOVERY (1985)
 OT0435
 OT0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0435'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.4 KM (2.75
 OT0435'MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 6412
 OT0435'WEST AND 5 EAST AT ARDMORE, 25.0 METERS (82 FT) WEST OF THE HIGHWAY
 OT0435'CENTERLINE, 15.9 METERS (52 FT) EAST OF THE EAST RAIL OF THE
 OT0435'BURLINGTON NORTHERN RAILROAD, 12.8 METERS (42 FT) EAST OF MILEPOLE
 OT0435'453, 7.0 METERS (23 FT) NORTHEAST OF THE FOURTH POLE NORTH OF A ROAD
 OT0435'CROSSING AND 0.45 METER (1.5 FT) NORTH OF A WITNESS POST.
 OT0435'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 OT0435'THE MARK IS 1.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0126 ***********************************************************************
 OR0126  DESIGNATION -  N 336
 OR0126  PID         -  OR0126
 OR0126  STATE/COUNTY-  SD/CHARLES MIX
 OR0126  COUNTRY     -  US
 OR0126  USGS QUAD   -  WAGNER SW (2017)
 OR0126
 OR0126                         *CURRENT SURVEY CONTROL
 OR0126  ______________________________________________________________________
 OR0126* NAD 83(1986) POSITION- 43 02 12.     (N) 098 29 46.     (W)   SCALED
 OR0126* NAVD 88 ORTHO HEIGHT -   489.291 (meters)     1605.28  (feet) ADJUSTED
 OR0126  ______________________________________________________________________
 OR0126  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 OR0126  DYNAMIC HEIGHT  -        489.128 (meters)     1604.75  (feet) COMP
 OR0126  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 OR0126
 OR0126  VERT ORDER      -  SECOND    CLASS 0
 OR0126
 OR0126.The horizontal coordinates were scaled from a map and have
 OR0126.an estimated accuracy of +/- 6 seconds.
 OR0126
 OR0126.The orthometric height was determined by differential leveling and
 OR0126.adjusted by the NATIONAL GEODETIC SURVEY
 OR0126.in June 1991.
 OR0126
 OR0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0126.GEOID18 height accuracy estimate available here.
 OR0126
 OR0126.Click photographs - Photos may exist for this station.
 OR0126
 OR0126.The dynamic height is computed by dividing the NAVD 88
 OR0126.geopotential number by the normal gravity value computed on the
 OR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0126.degrees latitude (g = 980.6199 gals.).
 OR0126
 OR0126.The modeled gravity was interpolated from observed gravity values.
 OR0126
 OR0126;                    North         East    Units  Estimated Accuracy
 OR0126;SPC SD S     -    79,790.      749,700.      MT  (+/- 180 meters Scaled)
 OR0126
 OR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN410650(NAD 83)
 OR0126
 OR0126                          SUPERSEDED SURVEY CONTROL
 OR0126
 OR0126  NGVD 29 (??/??/92)  488.998  (m)         1604.32   (f) ADJ UNCH    2 0
 OR0126
 OR0126.Superseded values are not recommended for survey control.
 OR0126
 OR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0126.See file dsdata.pdf to determine how the superseded data were derived.
 OR0126
 OR0126_MARKER: DB = BENCH MARK DISK
 OR0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0126_STAMPING: N 336 1949
 OR0126_MARK LOGO: CGS
 OR0126_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0126+STABILITY: SURFACE MOTION
 OR0126
 OR0126  HISTORY     - Date     Condition        Report By
 OR0126  HISTORY     - 1949     MONUMENTED       CGS
 OR0126
 OR0126                          STATION DESCRIPTION
 OR0126
 OR0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0126'4.9 MI SE FROM PICKSTOWN.
 OR0126'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 OR0126'PICKSTOWN, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, THENCE 2.6
 OR0126'MILES SOUTH ALONG A DIRT ROAD, 0.4 MILE NORTH OF A COUNTRY
 OR0126'SCHOOL ON THE EAST SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE
 OR0126'WITH TANGENTS LEADING SOUTH AND NORTHEAST, ON THE SOUTHWEST
 OR0126'SLOPE OF A HILL, 29.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 OR0126'ROAD, 15.0 FEET NORTH OF THE CENTER LINE OF A GATE, 1.1 FEET
 OR0126'EAST OF A FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE
 OR0126'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0334 ***********************************************************************
 OR0334  DESIGNATION -  N 337
 OR0334  PID         -  OR0334
 OR0334  STATE/COUNTY-  SD/GREGORY
 OR0334  COUNTRY     -  US
 OR0334  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0334
 OR0334                         *CURRENT SURVEY CONTROL
 OR0334  ______________________________________________________________________
 OR0334* NAD 83(1986) POSITION- 43 03 45.     (N) 098 41 52.     (W)   SCALED
 OR0334* NAVD 88 ORTHO HEIGHT -   461.511 (meters)     1514.14  (feet) ADJUSTED
 OR0334  ______________________________________________________________________
 OR0334  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OR0334  DYNAMIC HEIGHT  -        461.349 (meters)     1513.61  (feet) COMP
 OR0334  MODELED GRAVITY -    980,255.7   (mgal)                       NAVD 88
 OR0334
 OR0334  VERT ORDER      -  FIRST     CLASS II
 OR0334
 OR0334.The horizontal coordinates were scaled from a map and have
 OR0334.an estimated accuracy of +/- 6 seconds.
 OR0334
 OR0334.The orthometric height was determined by differential leveling and
 OR0334.adjusted by the NATIONAL GEODETIC SURVEY
 OR0334.in June 1991.
 OR0334
 OR0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0334.GEOID18 height accuracy estimate available here.
 OR0334
 OR0334.Click photographs - Photos may exist for this station.
 OR0334
 OR0334.The dynamic height is computed by dividing the NAVD 88
 OR0334.geopotential number by the normal gravity value computed on the
 OR0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0334.degrees latitude (g = 980.6199 gals.).
 OR0334
 OR0334.The modeled gravity was interpolated from observed gravity values.
 OR0334
 OR0334;                    North         East    Units  Estimated Accuracy
 OR0334;SPC SD S     -    82,320.      733,220.      MT  (+/- 180 meters Scaled)
 OR0334
 OR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN246677(NAD 83)
 OR0334
 OR0334                          SUPERSEDED SURVEY CONTROL
 OR0334
 OR0334  NGVD 29 (??/??/92)  461.199  (m)         1513.12   (f) ADJ UNCH    1 2
 OR0334
 OR0334.Superseded values are not recommended for survey control.
 OR0334
 OR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0334.See file dsdata.pdf to determine how the superseded data were derived.
 OR0334
 OR0334_MARKER: DB = BENCH MARK DISK
 OR0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0334_STAMPING: N 337 1949
 OR0334_MARK LOGO: CGS
 OR0334_PROJECTION: FLUSH
 OR0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0334+STABILITY: SURFACE MOTION
 OR0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0334+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2012
 OR0334
 OR0334  HISTORY     - Date     Condition        Report By
 OR0334  HISTORY     - 1949     MONUMENTED       CGS
 OR0334  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0334  HISTORY     - 20120114 GOOD             INDIV
 OR0334
 OR0334                          STATION DESCRIPTION
 OR0334
 OR0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0334'14.7 MI E FROM FAIRFAX.
 OR0334'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT FAIRFAX,
 OR0334'THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE 8.9 MILES
 OR0334'EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST ALONG A
 OR0334'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 OR0334'ROAD, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 OR0334'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 OR0334'GRADED DIRT ROAD, THENCE 1.8 MILES NORTHERLY ALONG A GRADED DIRT
 OR0334'ROAD, ON THE WEST SLOPE OF THE HILL, ABOUT MIDWAY BETWEEN TWO
 OR0334'CURVES, 53.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, JUST WEST
 OR0334'OF AN ANGLE IN THE FENCE, 18.0 FEET WEST OF THE CENTER LINE OF A
 OR0334'GATE, 1.2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A REFERENCE
 OR0334'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 OR0334'GROUND.
 OR0334
 OR0334                          STATION RECOVERY (1962)
 OR0334
 OR0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0334'MARK NOT FOUND.
 OR0334
 OR0334                          STATION RECOVERY (2012)
 OR0334
 OR0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0198 ***********************************************************************
 OR0198  DESIGNATION -  N 338
 OR0198  PID         -  OR0198
 OR0198  STATE/COUNTY-  SD/GREGORY
 OR0198  COUNTRY     -  US
 OR0198  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0198
 OR0198                         *CURRENT SURVEY CONTROL
 OR0198  ______________________________________________________________________
 OR0198* NAD 83(1986) POSITION- 43 06 10.     (N) 098 51 15.     (W)   SCALED
 OR0198* NAVD 88 ORTHO HEIGHT -   576.599 (meters)     1891.73  (feet) ADJUSTED
 OR0198  ______________________________________________________________________
 OR0198  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 OR0198  DYNAMIC HEIGHT  -        576.389 (meters)     1891.04  (feet) COMP
 OR0198  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 OR0198
 OR0198  VERT ORDER      -  FIRST     CLASS II
 OR0198
 OR0198.The horizontal coordinates were scaled from a map and have
 OR0198.an estimated accuracy of +/- 6 seconds.
 OR0198
 OR0198.The orthometric height was determined by differential leveling and
 OR0198.adjusted by the NATIONAL GEODETIC SURVEY
 OR0198.in June 1991.
 OR0198
 OR0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0198.GEOID18 height accuracy estimate available here.
 OR0198
 OR0198.Click photographs - Photos may exist for this station.
 OR0198
 OR0198.The dynamic height is computed by dividing the NAVD 88
 OR0198.geopotential number by the normal gravity value computed on the
 OR0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0198.degrees latitude (g = 980.6199 gals.).
 OR0198
 OR0198.The modeled gravity was interpolated from observed gravity values.
 OR0198
 OR0198;                    North         East    Units  Estimated Accuracy
 OR0198;SPC SD S     -    86,550.      720,400.      MT  (+/- 180 meters Scaled)
 OR0198
 OR0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN118722(NAD 83)
 OR0198
 OR0198                          SUPERSEDED SURVEY CONTROL
 OR0198
 OR0198  NGVD 29 (??/??/92)  576.274  (m)         1890.66   (f) ADJ UNCH    1 2
 OR0198
 OR0198.Superseded values are not recommended for survey control.
 OR0198
 OR0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0198.See file dsdata.pdf to determine how the superseded data were derived.
 OR0198
 OR0198_MARKER: DB = BENCH MARK DISK
 OR0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0198_STAMPING: N 338 1949
 OR0198_MARK LOGO: CGS
 OR0198_PROJECTION: FLUSH
 OR0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0198+STABILITY: SURFACE MOTION
 OR0198
 OR0198  HISTORY     - Date     Condition        Report By
 OR0198  HISTORY     - 1949     MONUMENTED       CGS
 OR0198
 OR0198                          STATION DESCRIPTION
 OR0198
 OR0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0198'7.1 MI NE FROM BONESTEEL.
 OR0198'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0198'BONESTEEL, THENCE 6.8 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0198'ABOUT 0.2 MILE WEST OF A FARMHOUSE ON THE NORTH SIDE OF THE
 OR0198'ROAD, 30.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 OR0198'0.1 MILE EAST OF A PRIVATE DRIVE LEADING SOUTH TO A FARMHOUSE,
 OR0198'1.6 FEET SOUTHWEST OF A 3-WAY CORNER FENCE POST, 1.2 FEET SOUTH
 OR0198'OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 OR0198'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0605 ***********************************************************************
 OR0605  DESIGNATION -  N 339
 OR0605  PID         -  OR0605
 OR0605  STATE/COUNTY-  SD/GREGORY
 OR0605  COUNTRY     -  US
 OR0605  USGS QUAD   -  BURKE (2017)
 OR0605
 OR0605                         *CURRENT SURVEY CONTROL
 OR0605  ______________________________________________________________________
 OR0605* NAD 83(1986) POSITION- 43 14 28.     (N) 099 21 22.     (W)   SCALED
 OR0605* NAVD 88 ORTHO HEIGHT -   663.349 (meters)     2176.34  (feet) ADJUSTED
 OR0605  ______________________________________________________________________
 OR0605  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 OR0605  DYNAMIC HEIGHT  -        663.098 (meters)     2175.51  (feet) COMP
 OR0605  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 OR0605
 OR0605  VERT ORDER      -  SECOND    CLASS 0
 OR0605
 OR0605.The horizontal coordinates were scaled from a map and have
 OR0605.an estimated accuracy of +/- 6 seconds.
 OR0605
 OR0605.The orthometric height was determined by differential leveling and
 OR0605.adjusted by the NATIONAL GEODETIC SURVEY
 OR0605.in June 1991.
 OR0605
 OR0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0605.GEOID18 height accuracy estimate available here.
 OR0605
 OR0605.Click photographs - Photos may exist for this station.
 OR0605
 OR0605.The dynamic height is computed by dividing the NAVD 88
 OR0605.geopotential number by the normal gravity value computed on the
 OR0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0605.degrees latitude (g = 980.6199 gals.).
 OR0605
 OR0605.The modeled gravity was interpolated from observed gravity values.
 OR0605
 OR0605;                    North         East    Units  Estimated Accuracy
 OR0605;SPC SD S     -   101,310.      679,360.      MT  (+/- 180 meters Scaled)
 OR0605
 OR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN710876(NAD 83)
 OR0605
 OR0605                          SUPERSEDED SURVEY CONTROL
 OR0605
 OR0605  NGVD 29 (??/??/92)  663.005  (m)         2175.21   (f) ADJ UNCH    2 0
 OR0605
 OR0605.Superseded values are not recommended for survey control.
 OR0605
 OR0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0605.See file dsdata.pdf to determine how the superseded data were derived.
 OR0605
 OR0605_MARKER: DB = BENCH MARK DISK
 OR0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0605_STAMPING: N 339 1949
 OR0605_MARK LOGO: CGS
 OR0605_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0605+STABILITY: SURFACE MOTION
 OR0605
 OR0605  HISTORY     - Date     Condition        Report By
 OR0605  HISTORY     - 1949     MONUMENTED       CGS
 OR0605  HISTORY     - 1984     GOOD             NGS
 OR0605
 OR0605                          STATION DESCRIPTION
 OR0605
 OR0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0605'4.4 MI NE FROM GREGORY.
 OR0605'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0605'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, IN THE SOUTHEAST
 OR0605'QUARTER OF A PUBLIC ROAD CROSSING, IN A SCHOOLYARD, 116 FEET
 OR0605'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 63 FEET EAST
 OR0605'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 36.4 FEET NORTH OF
 OR0605'THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 2.3 FEET WEST OF
 OR0605'THE NORTHWEST CORNER OF THE BUILDING, IN LINE WITH THE NORTH
 OR0605'SIDE OF THE BUILDING, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0605'0.2 FOOT ABOVE THE GROUND.
 OR0605
 OR0605                          STATION RECOVERY (1984)
 OR0605
 OR0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0656 ***********************************************************************
 OR0656  DESIGNATION -  N 340
 OR0656  PID         -  OR0656
 OR0656  STATE/COUNTY-  SD/GREGORY
 OR0656  COUNTRY     -  US
 OR0656  USGS QUAD   -  LUCAS (2017)
 OR0656
 OR0656                         *CURRENT SURVEY CONTROL
 OR0656  ______________________________________________________________________
 OR0656* NAD 83(1986) POSITION- 43 20 32.     (N) 099 09 32.     (W)   SCALED
 OR0656* NAVD 88 ORTHO HEIGHT -   631.104 (meters)     2070.55  (feet) ADJUSTED
 OR0656  ______________________________________________________________________
 OR0656  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 OR0656  DYNAMIC HEIGHT  -        630.880 (meters)     2069.81  (feet) COMP
 OR0656  MODELED GRAVITY -    980,245.5   (mgal)                       NAVD 88
 OR0656
 OR0656  VERT ORDER      -  FIRST     CLASS II
 OR0656
 OR0656.The horizontal coordinates were scaled from a map and have
 OR0656.an estimated accuracy of +/- 6 seconds.
 OR0656
 OR0656.The orthometric height was determined by differential leveling and
 OR0656.adjusted by the NATIONAL GEODETIC SURVEY
 OR0656.in June 1991.
 OR0656
 OR0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0656.GEOID18 height accuracy estimate available here.
 OR0656
 OR0656.Click photographs - Photos may exist for this station.
 OR0656
 OR0656.The dynamic height is computed by dividing the NAVD 88
 OR0656.geopotential number by the normal gravity value computed on the
 OR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0656.degrees latitude (g = 980.6199 gals.).
 OR0656
 OR0656.The modeled gravity was interpolated from observed gravity values.
 OR0656
 OR0656;                    North         East    Units  Estimated Accuracy
 OR0656;SPC SD S     -   112,750.      695,220.      MT  (+/- 180 meters Scaled)
 OR0656
 OR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN871988(NAD 83)
 OR0656
 OR0656                          SUPERSEDED SURVEY CONTROL
 OR0656
 OR0656  NGVD 29 (??/??/92)  630.754  (m)         2069.40   (f) ADJ UNCH    1 2
 OR0656
 OR0656.Superseded values are not recommended for survey control.
 OR0656
 OR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0656.See file dsdata.pdf to determine how the superseded data were derived.
 OR0656
 OR0656_MARKER: DB = BENCH MARK DISK
 OR0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0656_STAMPING: N 340 1949
 OR0656_MARK LOGO: CGS
 OR0656_PROJECTION: FLUSH
 OR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0656+STABILITY: SURFACE MOTION
 OR0656
 OR0656  HISTORY     - Date     Condition        Report By
 OR0656  HISTORY     - 1949     MONUMENTED       CGS
 OR0656  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0656  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0656
 OR0656                          STATION DESCRIPTION
 OR0656
 OR0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0656'23.3 MI NE FROM GREGORY.
 OR0656'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0656'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0656'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0656'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0656'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD,
 OR0656'AT A T-JUNCTION OF ROADS, ABOUT 0.1 MILE WEST OF A RED BARN ON
 OR0656'THE NORTH SIDE OF THE ROAD, 23 FEET SOUTH OF THE CENTER LINE OF
 OR0656'THE EAST-WEST ROAD, 38 FEET WEST OF THE CENTER LINE OF THE ROAD
 OR0656'LEADING SOUTH, 5.5 FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH
 OR0656'OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 OR0656'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0656
 OR0656                          STATION RECOVERY (1971)
 OR0656
 OR0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0656'MARK NOT FOUND.
 OR0656
 OR0656                          STATION RECOVERY (2013)
 OR0656
 OR0656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0656'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0324 ***********************************************************************
 OQ0324  DESIGNATION -  N 341
 OQ0324  PID         -  OQ0324
 OQ0324  STATE/COUNTY-  SD/MINNEHAHA
 OQ0324  COUNTRY     -  US
 OQ0324  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0324
 OQ0324                         *CURRENT SURVEY CONTROL
 OQ0324  ______________________________________________________________________
 OQ0324* NAD 83(1986) POSITION- 43 36 07.09   (N) 096 43 52.66   (W)   HD_HELD1
 OQ0324* NAVD 88 ORTHO HEIGHT -   436.350 (meters)     1431.59  (feet) ADJUSTED
 OQ0324  ______________________________________________________________________
 OQ0324  GEOID HEIGHT    -        -26.305 (meters)                     GEOID18
 OQ0324  DYNAMIC HEIGHT  -        436.238 (meters)     1431.22  (feet) COMP
 OQ0324  MODELED GRAVITY -    980,350.1   (mgal)                       NAVD 88
 OQ0324
 OQ0324  VERT ORDER      -  FIRST     CLASS II
 OQ0324
 OQ0324.The horizontal coordinates were determined by differentially corrected
 OQ0324.hand held GPS observations or other comparable positioning techniques
 OQ0324.and have an estimated accuracy of +/- 3 meters.
 OQ0324
 OQ0324.The orthometric height was determined by differential leveling and
 OQ0324.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0324.in June 1991.
 OQ0324
 OQ0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0324.GEOID18 height accuracy estimate available here.
 OQ0324
 OQ0324.Click photographs - Photos may exist for this station.
 OQ0324
 OQ0324.The dynamic height is computed by dividing the NAVD 88
 OQ0324.geopotential number by the normal gravity value computed on the
 OQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0324.degrees latitude (g = 980.6199 gals.).
 OQ0324
 OQ0324.The modeled gravity was interpolated from observed gravity values.
 OQ0324
 OQ0324;                    North         East    Units  Estimated Accuracy
 OQ0324;SPC SD S     -   147,239.2     890,712.0     MT  (+/- 3 meters HH1 GPS) 
 OQ0324
 OQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8310530166(NAD 83)
 OQ0324
 OQ0324                          SUPERSEDED SURVEY CONTROL
 OQ0324
 OQ0324  NGVD 29 (??/??/92)  436.066  (m)         1430.66   (f) ADJ UNCH    1 2
 OQ0324
 OQ0324.Superseded values are not recommended for survey control.
 OQ0324
 OQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0324.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0324
 OQ0324_MARKER: DB = BENCH MARK DISK
 OQ0324_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OQ0324_SP_SET: ABUTMENT
 OQ0324_STAMPING: N 341 1949
 OQ0324_MARK LOGO: CGS
 OQ0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0324+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 OQ0324
 OQ0324  HISTORY     - Date     Condition        Report By
 OQ0324  HISTORY     - 19490401 MONUMENTED       CGS
 OQ0324  HISTORY     - 1965     GOOD             CGS
 OQ0324  HISTORY     - 1973     POOR             LOCENG
 OQ0324  HISTORY     - 20110228 POOR             INDIV
 OQ0324  HISTORY     - 20160329 POOR             MNDT
 OQ0324
 OQ0324                          STATION DESCRIPTION
 OQ0324
 OQ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OQ0324'3 MI S FROM RENNER.
 OQ0324'3.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 OQ0324'RAILROAD FROM THE STATION AT RENNER, MINNEHAHA COUNTY, THENCE
 OQ0324'0.2 MILE WEST ALONG STATE ROAD 38A, AT A 101-FOOT CONCRETE BRIDGE,
 OQ0324'AND IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT.
 OQ0324'A STANDARD DISK, STAMPED N 341 1949.  NOTE-- THE SOUTH EDGE OF
 OQ0324'THE DISK HAS BEEN MUTILATED.  THE LAST DIGIT IN THE DESIGNATION
 OQ0324'OF THE BM CANNOT BE READ.
 OQ0324
 OQ0324                          STATION RECOVERY (1973)
 OQ0324
 OQ0324'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 OQ0324'MARK RECOVERED IN POOR CONDITION.
 OQ0324
 OQ0324                          STATION RECOVERY (2011)
 OQ0324
 OQ0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0324'MARK RECOVERED IN POOR CONDITION.
 OQ0324
 OQ0324                          STATION RECOVERY (2016)
 OQ0324
 OQ0324'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 OQ0324'THE MARK IS LOCATED ABOUT IN SIOUX FALLS, 0.25 MI (0.40 KM) SOUTH
 OQ0324'ALONG TRUNK HIGHWAY 115 (CLIFF AVENUE) FROM THE JUNCTION ON TRUNK
 OQ0324'HIGHWAY 115 AND INTERSTATE 90 IN SIOUX FALLS, THEN 1.0 MI (1.6 KM)
 OQ0324'WEST ON 60TH STREET NORTH, 14.6 FT (4.5 M) SOUTH OF 60TH STREET NORTH,
 OQ0324'IN SOUTHEAST BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0462 ***********************************************************************
 PR0462  DESIGNATION -  N 342
 PR0462  PID         -  PR0462
 PR0462  STATE/COUNTY-  SD/CODINGTON
 PR0462  COUNTRY     -  US
 PR0462  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0462
 PR0462                         *CURRENT SURVEY CONTROL
 PR0462  ______________________________________________________________________
 PR0462* NAD 83(1986) POSITION- 44 52 34.     (N) 097 02 50.     (W)   SCALED
 PR0462* NAVD 88 ORTHO HEIGHT -   543.281 (meters)     1782.41  (feet) ADJUSTED
 PR0462  ______________________________________________________________________
 PR0462  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 PR0462  DYNAMIC HEIGHT  -        543.201 (meters)     1782.15  (feet) COMP
 PR0462  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PR0462
 PR0462  VERT ORDER      -  SECOND    CLASS 0
 PR0462
 PR0462.The horizontal coordinates were scaled from a map and have
 PR0462.an estimated accuracy of +/- 6 seconds.
 PR0462
 PR0462.The orthometric height was determined by differential leveling and
 PR0462.adjusted by the NATIONAL GEODETIC SURVEY
 PR0462.in June 1991.
 PR0462
 PR0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0462.GEOID18 height accuracy estimate available here.
 PR0462
 PR0462.Click photographs - Photos may exist for this station.
 PR0462
 PR0462.The dynamic height is computed by dividing the NAVD 88
 PR0462.geopotential number by the normal gravity value computed on the
 PR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0462.degrees latitude (g = 980.6199 gals.).
 PR0462
 PR0462.The modeled gravity was interpolated from observed gravity values.
 PR0462
 PR0462;                    North         East    Units  Estimated Accuracy
 PR0462;SPC SD N     -   120,130.      833,250.      MT  (+/- 180 meters Scaled)
 PR0462
 PR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ542710(NAD 83)
 PR0462
 PR0462                          SUPERSEDED SURVEY CONTROL
 PR0462
 PR0462  NGVD 29 (??/??/92)  542.977  (m)         1781.42   (f) ADJ UNCH    2 0
 PR0462
 PR0462.Superseded values are not recommended for survey control.
 PR0462
 PR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0462.See file dsdata.pdf to determine how the superseded data were derived.
 PR0462
 PR0462_MARKER: DB = BENCH MARK DISK
 PR0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0462_STAMPING: N 342 1949
 PR0462_MARK LOGO: CGS
 PR0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0462+STABILITY: SURFACE MOTION
 PR0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0462+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1995
 PR0462
 PR0462  HISTORY     - Date     Condition        Report By
 PR0462  HISTORY     - 1949     MONUMENTED       CGS
 PR0462  HISTORY     - 1977     GOOD             LOCENG
 PR0462  HISTORY     - 19951028 GOOD             NGS
 PR0462
 PR0462                          STATION DESCRIPTION
 PR0462
 PR0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0462'4.1 MI E FROM WATERTOWN.
 PR0462'3.1 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE INTERSECTION
 PR0462'OF U.S. HIGHWAYS 212 AND 81 AT WATERTOWN, THENCE 1.0 MILE SOUTH
 PR0462'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 62.0 FEET EAST
 PR0462'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 30.0 FEET SOUTH OF THE
 PR0462'CENTER LINE OF AN EAST-WEST ROAD, 1.5 FEET EAST OF A REFERENCE
 PR0462'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PR0462'FOOT ABOVE THE GROUND.
 PR0462
 PR0462                          STATION RECOVERY (1977)
 PR0462
 PR0462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PR0462'RECOVERED IN GOOD CONDITION.
 PR0462
 PR0462                          STATION RECOVERY (1995)
 PR0462
 PR0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0462'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0462'U.S. HIGHWAY 29 IN WATERTOWN, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG
 PR0462'A PAVED ROAD, 18.9 M (62.0 FT) EAST OF THE ROAD CENTERLINE, 9.3 M
 PR0462'(30.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.7 M (12.1 FT)
 PR0462'NORTHEAST OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PR0462'GRAVELED ROAD, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 PR0462'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0752 ***********************************************************************
 NM0752  DESIGNATION -  N 343
 NM0752  PID         -  NM0752
 NM0752  STATE/COUNTY-  SD/CLAY
 NM0752  COUNTRY     -  US
 NM0752  USGS QUAD   -  VERMILLION (2017)
 NM0752
 NM0752                         *CURRENT SURVEY CONTROL
 NM0752  ______________________________________________________________________
 NM0752* NAD 83(1986) POSITION- 42 46 44.     (N) 096 56 53.     (W)   SCALED
 NM0752* NAVD 88 ORTHO HEIGHT -   349.732 (meters)     1147.41  (feet) ADJUSTED
 NM0752  ______________________________________________________________________
 NM0752  GEOID HEIGHT    -        -25.599 (meters)                     GEOID18
 NM0752  DYNAMIC HEIGHT  -        349.628 (meters)     1147.07  (feet) COMP
 NM0752  MODELED GRAVITY -    980,315.4   (mgal)                       NAVD 88
 NM0752
 NM0752  VERT ORDER      -  SECOND    CLASS 0
 NM0752
 NM0752.The horizontal coordinates were scaled from a map and have
 NM0752.an estimated accuracy of +/- 6 seconds.
 NM0752
 NM0752.The orthometric height was determined by differential leveling and
 NM0752.adjusted by the NATIONAL GEODETIC SURVEY
 NM0752.in June 1991.
 NM0752
 NM0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0752.GEOID18 height accuracy estimate available here.
 NM0752
 NM0752.Click photographs - Photos may exist for this station.
 NM0752
 NM0752.The dynamic height is computed by dividing the NAVD 88
 NM0752.geopotential number by the normal gravity value computed on the
 NM0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0752.degrees latitude (g = 980.6199 gals.).
 NM0752
 NM0752.The modeled gravity was interpolated from observed gravity values.
 NM0752
 NM0752;                    North         East    Units  Estimated Accuracy
 NM0752;SPC SD S     -    55,140.      876,950.      MT  (+/- 180 meters Scaled)
 NM0752
 NM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN678383(NAD 83)
 NM0752
 NM0752                          SUPERSEDED SURVEY CONTROL
 NM0752
 NM0752  NGVD 29 (??/??/92)  349.526  (m)         1146.74   (f) ADJ UNCH    2 0
 NM0752
 NM0752.Superseded values are not recommended for survey control.
 NM0752
 NM0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0752.See file dsdata.pdf to determine how the superseded data were derived.
 NM0752
 NM0752_MARKER: DB = BENCH MARK DISK
 NM0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0752_STAMPING: N 343 1949
 NM0752_MARK LOGO: CGS
 NM0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0752+STABILITY: SURFACE MOTION
 NM0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0752+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1993
 NM0752
 NM0752  HISTORY     - Date     Condition        Report By
 NM0752  HISTORY     - 1949     MONUMENTED       CGS
 NM0752  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0752  HISTORY     - 19930921 GOOD             NGS
 NM0752  HISTORY     - 19951231 GOOD             LOCENG
 NM0752
 NM0752                          STATION DESCRIPTION
 NM0752
 NM0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0752'0.8 MI W FROM VERMILLION.
 NM0752'0.8 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0752'RAILROAD FROM THE RAILROAD STATION AT VERMILLION, AT A ROAD
 NM0752'CROSSING, 49.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 42.0
 NM0752'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 16.0 FEET SOUTH
 NM0752'OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST TO A BARN, 1.4
 NM0752'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A REFERENCE
 NM0752'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0752'0.5 FOOT ABOVE THE GROUND.
 NM0752
 NM0752                          STATION RECOVERY (1967)
 NM0752
 NM0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0752'MARK NOT FOUND.
 NM0752
 NM0752                          STATION RECOVERY (1993)
 NM0752
 NM0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0752'IN VERMILLION, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 NM0752'STANFORD STREET, 14.9 M (48.9 FT) WEST OF THE STREET CENTER, 12.8 M
 NM0752'(42.0 FT) NORTHEAST OF THE NEAR RAIL, 4.7 M (15.4 FT) SOUTH OF THE
 NM0752'CENTER OF A DRIVEWAY, 0.4 M (1.3 FT) SOUTHWEST OF A FENCE, AND THE
 NM0752'MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 NM0752
 NM0752                          STATION RECOVERY (1995)
 NM0752
 NM0752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (LZ)
 NM0752'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0311 ***********************************************************************
 OQ0311  DESIGNATION -  N 344
 OQ0311  PID         -  OQ0311
 OQ0311  STATE/COUNTY-  SD/MINNEHAHA
 OQ0311  COUNTRY     -  US
 OQ0311  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0311
 OQ0311                         *CURRENT SURVEY CONTROL
 OQ0311  ______________________________________________________________________
 OQ0311* NAD 83(1986) POSITION- 43 47 24.     (N) 096 43 49.     (W)   SCALED
 OQ0311* NAVD 88 ORTHO HEIGHT -   448.493 (meters)     1471.43  (feet) ADJUSTED
 OQ0311  ______________________________________________________________________
 OQ0311  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 OQ0311  DYNAMIC HEIGHT  -        448.386 (meters)     1471.08  (feet) COMP
 OQ0311  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 OQ0311
 OQ0311  VERT ORDER      -  FIRST     CLASS II
 OQ0311
 OQ0311.The horizontal coordinates were scaled from a map and have
 OQ0311.an estimated accuracy of +/- 6 seconds.
 OQ0311
 OQ0311.The orthometric height was determined by differential leveling and
 OQ0311.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0311.in June 1991.
 OQ0311
 OQ0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0311.GEOID18 height accuracy estimate available here.
 OQ0311
 OQ0311.Click photographs - Photos may exist for this station.
 OQ0311
 OQ0311.The dynamic height is computed by dividing the NAVD 88
 OQ0311.geopotential number by the normal gravity value computed on the
 OQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0311.degrees latitude (g = 980.6199 gals.).
 OQ0311
 OQ0311.The modeled gravity was interpolated from observed gravity values.
 OQ0311
 OQ0311;                    North         East    Units  Estimated Accuracy
 OQ0311;SPC SD S     -   168,110.      889,890.      MT  (+/- 180 meters Scaled)
 OQ0311
 OQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP826510(NAD 83)
 OQ0311
 OQ0311                          SUPERSEDED SURVEY CONTROL
 OQ0311
 OQ0311  NGVD 29 (??/??/92)  448.217  (m)         1470.53   (f) ADJ UNCH    1 2
 OQ0311
 OQ0311.Superseded values are not recommended for survey control.
 OQ0311
 OQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0311.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0311
 OQ0311_MARKER: DB = BENCH MARK DISK
 OQ0311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0311_SP_SET: CULVERT HEADWALL
 OQ0311_STAMPING: N 344 1949
 OQ0311_MARK LOGO: CGS
 OQ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0311+STABILITY: SURFACE MOTION
 OQ0311
 OQ0311  HISTORY     - Date     Condition        Report By
 OQ0311  HISTORY     - 1949     MONUMENTED       CGS
 OQ0311  HISTORY     - 20020327 MARK NOT FOUND   INDIV
 OQ0311  HISTORY     - 20110218 MARK NOT FOUND   INDIV
 OQ0311
 OQ0311                          STATION DESCRIPTION
 OQ0311
 OQ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0311'2 MI N FROM BALTIC.
 OQ0311'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0311'PACIFIC RAILROAD FROM THE STATION AT BALTIC, 157.0 FEET WEST OF
 OQ0311'THE WEST RAIL, 14.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OQ0311'2.8 FEET WEST OF AND SET IN THE TOP OF THE EAST END OF THE NORTH
 OQ0311'HEADWALL OF A 3X3 FOOT CONCRETE BOX CULVERT WHICH IS UNDER THE
 OQ0311'ROAD.
 OQ0311
 OQ0311                          STATION RECOVERY (2002)
 OQ0311
 OQ0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MDD)
 OQ0311'MARK NOT FOUND, CULVERT HAS BEEN GONE FOR YEARS EITHER COVERED OVER BY
 OQ0311'ROAD EXPANSION OR REPLACED WITH CMP WE HAVE LOOKED FOR YEARS COULDN'T
 OQ0311'FIND A TRACE
 OQ0311
 OQ0311                          STATION RECOVERY (2011)
 OQ0311
 OQ0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0464 ***********************************************************************
 PS0464  DESIGNATION -  N 349
 PS0464  PID         -  PS0464
 PS0464  STATE/COUNTY-  SD/LYMAN
 PS0464  COUNTRY     -  US
 PS0464  USGS QUAD   -  LOWER BRULE (2017)
 PS0464
 PS0464                         *CURRENT SURVEY CONTROL
 PS0464  ______________________________________________________________________
 PS0464* NAD 83(1986) POSITION- 44 06 48.     (N) 099 34 25.     (W)   SCALED
 PS0464* NAVD 88 ORTHO HEIGHT -   418.339 (meters)     1372.50  (feet) ADJUSTED
 PS0464  ______________________________________________________________________
 PS0464  GEOID HEIGHT    -        -24.573 (meters)                     GEOID18
 PS0464  DYNAMIC HEIGHT  -        418.246 (meters)     1372.20  (feet) COMP
 PS0464  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 PS0464
 PS0464  VERT ORDER      -  FIRST     CLASS II
 PS0464
 PS0464.The horizontal coordinates were scaled from a map and have
 PS0464.an estimated accuracy of +/- 6 seconds.
 PS0464
 PS0464.The orthometric height was determined by differential leveling and
 PS0464.adjusted by the NATIONAL GEODETIC SURVEY
 PS0464.in June 1991.
 PS0464
 PS0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0464.GEOID18 height accuracy estimate available here.
 PS0464
 PS0464.Click photographs - Photos may exist for this station.
 PS0464
 PS0464.The dynamic height is computed by dividing the NAVD 88
 PS0464.geopotential number by the normal gravity value computed on the
 PS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0464.degrees latitude (g = 980.6199 gals.).
 PS0464
 PS0464.The modeled gravity was interpolated from observed gravity values.
 PS0464
 PS0464;                    North         East    Units  Estimated Accuracy
 PS0464;SPC SD S     -   198,030.      660,810.      MT  (+/- 180 meters Scaled)
 PS0464
 PS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP540846(NAD 83)
 PS0464
 PS0464                          SUPERSEDED SURVEY CONTROL
 PS0464
 PS0464  NGVD 29 (??/??/92)  418.011  (m)         1371.42   (f) ADJ UNCH    1 2
 PS0464
 PS0464.Superseded values are not recommended for survey control.
 PS0464
 PS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0464.See file dsdata.pdf to determine how the superseded data were derived.
 PS0464
 PS0464_MARKER: DB = BENCH MARK DISK
 PS0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0464_STAMPING: N 349 1949
 PS0464_MARK LOGO: CGS
 PS0464_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0464+STABILITY: SURFACE MOTION
 PS0464
 PS0464  HISTORY     - Date     Condition        Report By
 PS0464  HISTORY     - 1949     MONUMENTED       CGS
 PS0464  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0464
 PS0464                          STATION DESCRIPTION
 PS0464
 PS0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0464'2.8 MI N FROM LOWER BRULE.
 PS0464'2.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LOWER
 PS0464'BRULE, 0.1 MILE SOUTH OF A WOODEN BRIDGE, AT A CROSS ROAD, 39
 PS0464'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 22 FEET
 PS0464'SOUTH OF A POINT ON THE PROJECTED CENTER LINE OF A ROAD LEADING
 PS0464'EAST, 18 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING
 PS0464'SOUTHWEST, 24 FEET NORTH OF THE CENTER LINE OF A GATE, 1.4 FEET
 PS0464'EAST OF A FENCE, 1.9 FEET SOUTH OF A REFERENCE POST, SET IN THE
 PS0464'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 PS0464'FOOT ABOVE THE GROUND.
 PS0464
 PS0464                          STATION RECOVERY (1965)
 PS0464
 PS0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0452 ***********************************************************************
 PS0452  DESIGNATION -  N 350
 PS0452  PID         -  PS0452
 PS0452  STATE/COUNTY-  SD/HUGHES
 PS0452  COUNTRY     -  US
 PS0452  USGS QUAD   -  LOWER BRULE NW (2017)
 PS0452
 PS0452                         *CURRENT SURVEY CONTROL
 PS0452  ______________________________________________________________________
 PS0452* NAD 83(1986) POSITION- 44 08 56.     (N) 099 44 45.     (W)   SCALED
 PS0452* NAVD 88 ORTHO HEIGHT -   527.928 (meters)     1732.04  (feet) ADJUSTED
 PS0452  ______________________________________________________________________
 PS0452  GEOID HEIGHT    -        -24.274 (meters)                     GEOID18
 PS0452  DYNAMIC HEIGHT  -        527.814 (meters)     1731.67  (feet) COMP
 PS0452  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 PS0452
 PS0452  VERT ORDER      -  FIRST     CLASS II
 PS0452
 PS0452.The horizontal coordinates were scaled from a map and have
 PS0452.an estimated accuracy of +/- 6 seconds.
 PS0452
 PS0452.The orthometric height was determined by differential leveling and
 PS0452.adjusted by the NATIONAL GEODETIC SURVEY
 PS0452.in June 1991.
 PS0452
 PS0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0452.GEOID18 height accuracy estimate available here.
 PS0452
 PS0452.Click photographs - Photos may exist for this station.
 PS0452
 PS0452.The dynamic height is computed by dividing the NAVD 88
 PS0452.geopotential number by the normal gravity value computed on the
 PS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0452.degrees latitude (g = 980.6199 gals.).
 PS0452
 PS0452.The modeled gravity was interpolated from observed gravity values.
 PS0452
 PS0452;                    North         East    Units  Estimated Accuracy
 PS0452;SPC SD S     -   201,860.      647,000.      MT  (+/- 180 meters Scaled)
 PS0452
 PS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP403886(NAD 83)
 PS0452
 PS0452                          SUPERSEDED SURVEY CONTROL
 PS0452
 PS0452  NGVD 29 (??/??/92)  527.599  (m)         1730.96   (f) ADJ UNCH    1 2
 PS0452
 PS0452.Superseded values are not recommended for survey control.
 PS0452
 PS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0452.See file dsdata.pdf to determine how the superseded data were derived.
 PS0452
 PS0452_MARKER: DB = BENCH MARK DISK
 PS0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0452_STAMPING: N 350 1949
 PS0452_MARK LOGO: CGS
 PS0452_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0452+STABILITY: SURFACE MOTION
 PS0452
 PS0452  HISTORY     - Date     Condition        Report By
 PS0452  HISTORY     - 1949     MONUMENTED       CGS
 PS0452
 PS0452                          STATION DESCRIPTION
 PS0452
 PS0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0452'5.1 MI E FROM JOE CREEK.
 PS0452'5.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 PS0452'JOE CREEK, ABOUT 0.2 MILE WEST OF THE TOP OF A HILL SLOPING
 PS0452'TO THE NORTHEAST, AT THE CORNER OF SECTIONS 16, 17, 20 AND 21,
 PS0452'T. 108 N., R. 74 W., 31 FEET SOUTH OF THE CENTER LINE OF THE
 PS0452'ROAD, 1.4 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A
 PS0452'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 PS0452'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0634 ***********************************************************************
 PU0634  DESIGNATION -  N 355
 PU0634  PID         -  PU0634
 PU0634  STATE/COUNTY-  SD/PENNINGTON
 PU0634  COUNTRY     -  US
 PU0634  USGS QUAD   -  OWANKA (2017)
 PU0634
 PU0634                         *CURRENT SURVEY CONTROL
 PU0634  ______________________________________________________________________
 PU0634* NAD 83(1986) POSITION- 44 04 01.     (N) 102 35 19.     (W)   SCALED
 PU0634* NAVD 88 ORTHO HEIGHT -   864.237 (meters)     2835.42  (feet) ADJUSTED
 PU0634  ______________________________________________________________________
 PU0634  GEOID HEIGHT    -        -18.119 (meters)                     GEOID18
 PU0634  DYNAMIC HEIGHT  -        863.972 (meters)     2834.55  (feet) COMP
 PU0634  MODELED GRAVITY -    980,282.5   (mgal)                       NAVD 88
 PU0634
 PU0634  VERT ORDER      -  SECOND    CLASS 0
 PU0634
 PU0634.The horizontal coordinates were scaled from a map and have
 PU0634.an estimated accuracy of +/- 6 seconds.
 PU0634
 PU0634.The orthometric height was determined by differential leveling and
 PU0634.adjusted by the NATIONAL GEODETIC SURVEY
 PU0634.in June 1991.
 PU0634
 PU0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0634.GEOID18 height accuracy estimate available here.
 PU0634
 PU0634.Click photographs - Photos may exist for this station.
 PU0634
 PU0634.The dynamic height is computed by dividing the NAVD 88
 PU0634.geopotential number by the normal gravity value computed on the
 PU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0634.degrees latitude (g = 980.6199 gals.).
 PU0634
 PU0634.The modeled gravity was interpolated from observed gravity values.
 PU0634
 PU0634;                    North         East    Units  Estimated Accuracy
 PU0634;SPC SD S     -   195,050.      419,350.      MT  (+/- 180 meters Scaled)
 PU0634
 PU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ931821(NAD 83)
 PU0634
 PU0634                          SUPERSEDED SURVEY CONTROL
 PU0634
 PU0634  NGVD 29 (??/??/92)  863.772  (m)         2833.89   (f) ADJ UNCH    2 0
 PU0634
 PU0634.Superseded values are not recommended for survey control.
 PU0634
 PU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0634.See file dsdata.pdf to determine how the superseded data were derived.
 PU0634
 PU0634_MARKER: DB = BENCH MARK DISK
 PU0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0634_STAMPING: N 355 1961
 PU0634_MARK LOGO: CGS
 PU0634_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0634+STABILITY: SURFACE MOTION
 PU0634
 PU0634  HISTORY     - Date     Condition        Report By
 PU0634  HISTORY     - 1961     MONUMENTED       CGS
 PU0634
 PU0634                          STATION DESCRIPTION
 PU0634
 PU0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0634'3 MI N FROM OWANKA.
 PU0634'3.0 MILES NORTH ALONG GRAVELED ROAD FROM THE POST OFFICE AT OWANKA,
 PU0634'SET IN THE NORTHWEST CORNER OF A CROSSROAD, 39 FEET WEST OF THE
 PU0634'CENTER OF A NORTH-SOUTH ROAD, 38.6 FEET NORTH OF THE EAST-WEST
 PU0634'ROAD, 24.6 FEET WEST OF A POWER POLE, 1 FOOT EAST OF THE WITNESS
 PU0634'POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1954 ***********************************************************************
 PU1954  DESIGNATION -  N 358
 PU1954  PID         -  PU1954
 PU1954  STATE/COUNTY-  SD/BUTTE
 PU1954  COUNTRY     -  US
 PU1954  USGS QUAD   -  BULL CREEK BUTTE (2017)
 PU1954
 PU1954                         *CURRENT SURVEY CONTROL
 PU1954  ______________________________________________________________________
 PU1954* NAD 83(1986) POSITION- 44 46 28.     (N) 103 59 40.     (W)   SCALED
 PU1954* NAVD 88 ORTHO HEIGHT -   979.274 (meters)     3212.83  (feet) ADJUSTED
 PU1954  ______________________________________________________________________
 PU1954  GEOID HEIGHT    -        -15.231 (meters)                     GEOID18
 PU1954  DYNAMIC HEIGHT  -        979.008 (meters)     3211.96  (feet) COMP
 PU1954  MODELED GRAVITY -    980,311.8   (mgal)                       NAVD 88
 PU1954
 PU1954  VERT ORDER      -  SECOND    CLASS 0
 PU1954
 PU1954.The horizontal coordinates were scaled from a map and have
 PU1954.an estimated accuracy of +/- 6 seconds.
 PU1954
 PU1954.The orthometric height was determined by differential leveling and
 PU1954.adjusted by the NATIONAL GEODETIC SURVEY
 PU1954.in June 1991.
 PU1954
 PU1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1954.GEOID18 height accuracy estimate available here.
 PU1954
 PU1954.Click photographs - Photos may exist for this station.
 PU1954
 PU1954.The dynamic height is computed by dividing the NAVD 88
 PU1954.geopotential number by the normal gravity value computed on the
 PU1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1954.degrees latitude (g = 980.6199 gals.).
 PU1954
 PU1954.The modeled gravity was interpolated from observed gravity values.
 PU1954
 PU1954;                    North         East    Units  Estimated Accuracy
 PU1954;SPC SD N     -   112,380.      283,960.      MT  (+/- 180 meters Scaled)
 PU1954
 PU1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK795583(NAD 83)
 PU1954
 PU1954                          SUPERSEDED SURVEY CONTROL
 PU1954
 PU1954  NGVD 29 (??/??/92)  978.784  (m)         3211.23   (f) ADJ UNCH    2 0
 PU1954
 PU1954.Superseded values are not recommended for survey control.
 PU1954
 PU1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1954.See file dsdata.pdf to determine how the superseded data were derived.
 PU1954
 PU1954_MARKER: DB = BENCH MARK DISK
 PU1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1954_STAMPING: N 358 1962
 PU1954_MARK LOGO: CGS
 PU1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1954+STABILITY: SURFACE MOTION
 PU1954
 PU1954  HISTORY     - Date     Condition        Report By
 PU1954  HISTORY     - 1962     MONUMENTED       CGS
 PU1954
 PU1954                          STATION DESCRIPTION
 PU1954
 PU1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1954'9.2 MI NW FROM BELLE FOURCHE.
 PU1954'9.2 NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF U.S.
 PU1954'HIGHWAY 85 AT BELLE FOURCHE, AT THE JUNCTION OF A TRACK ROAD
 PU1954'LEADING NORTH AND AT A JOG IN THE FENCE LINE.  SET 81 FEET
 PU1954'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHEAST
 PU1954'OF THE CENTERLINE OF THE TRACK ROAD, 14.5 FEET SOUTHEAST OF A
 PU1954'GATE POST, 1.4 FEET SOUTHWEST OF A FENCE LINE, 2.6 FEET NORTHWEST
 PU1954'OF A WITNESS POST, ABOUT THREE FEET BELOW THE HIGHWAY AND
 PU1954'PROJECTING ABOUT 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9020 ***********************************************************************
 AD9020  DESIGNATION -  N 358 RESET
 AD9020  PID         -  AD9020
 AD9020  STATE/COUNTY-  SD/BUTTE
 AD9020  COUNTRY     -  US
 AD9020  USGS QUAD   -  BULL CREEK BUTTE (2017)
 AD9020
 AD9020                         *CURRENT SURVEY CONTROL
 AD9020  ______________________________________________________________________
 AD9020* NAD 83(1986) POSITION- 44 46 25.     (N) 103 59 40.     (W)   SCALED
 AD9020* NAVD 88 ORTHO HEIGHT -   976.039 (meters)     3202.22  (feet) ADJUSTED
 AD9020  ______________________________________________________________________
 AD9020  GEOID HEIGHT    -        -15.229 (meters)                     GEOID18
 AD9020  DYNAMIC HEIGHT  -        975.774 (meters)     3201.35  (feet) COMP
 AD9020  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 AD9020
 AD9020  VERT ORDER      -  FIRST     CLASS II
 AD9020
 AD9020.The horizontal coordinates were scaled from a map and have
 AD9020.an estimated accuracy of +/- 6 seconds.
 AD9020
 AD9020.The orthometric height was determined by differential leveling and
 AD9020.adjusted by the NATIONAL GEODETIC SURVEY
 AD9020.in July 1998.
 AD9020
 AD9020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9020.GEOID18 height accuracy estimate available here.
 AD9020
 AD9020.Click photographs - Photos may exist for this station.
 AD9020
 AD9020.The dynamic height is computed by dividing the NAVD 88
 AD9020.geopotential number by the normal gravity value computed on the
 AD9020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9020.degrees latitude (g = 980.6199 gals.).
 AD9020
 AD9020.The modeled gravity was interpolated from observed gravity values.
 AD9020
 AD9020;                    North         East    Units  Estimated Accuracy
 AD9020;SPC SD N     -   112,280.      283,960.      MT  (+/- 180 meters Scaled)
 AD9020
 AD9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK795582(NAD 83)
 AD9020
 AD9020                          SUPERSEDED SURVEY CONTROL
 AD9020
 AD9020.No superseded survey control is available for this station.
 AD9020
 AD9020_MARKER: DV = VERTICAL CONTROL DISK
 AD9020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9020_STAMPING: N 358 RESET 1978
 AD9020_MARK LOGO: NGS
 AD9020_PROJECTION: PROJECTING 10 CENTIMETERS
 AD9020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9020+STABILITY: SURFACE MOTION
 AD9020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9020+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9020
 AD9020  HISTORY     - Date     Condition        Report By
 AD9020  HISTORY     - 1978     MONUMENTED       NGS
 AD9020  HISTORY     - 19950930 GOOD             NGS
 AD9020
 AD9020                          STATION DESCRIPTION
 AD9020
 AD9020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9020'15.2 KM (9.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9020'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 49.5 M (162.4 FT)
 AD9020'SOUTHWEST OF THE HIGHWAY CENTERLINE, 44.6 M (146.3 FT) SOUTH OF
 AD9020'MILEPOST 4, 11.9 M (39.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE DAKOTA
 AD9020'MINNESOTA EASTERN RAILROAD, 6.9 M (22.6 FT) NORTHWEST OF THE CENTER OF
 AD9020'A DIRT ROAD LEADING SOUTH, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE
 AD9020'HIGHWAY, 1.1 M (3.6 FT) NORTHEAST OF A FENCE, 0.6 M (2.0 FT) SOUTHEAST
 AD9020'OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AD9020'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. USE WITH
 AD9020'CAUTION--MARK IS SUBJECT TO SURFACE MOTION.  VERTICAL INSTABILITY IS
 AD9020'PROBABLY CAUSED BY SHRINKING AND SWELLING OF A SURROUNDING BENTONITE
 AD9020'DEPOSIT DUE TO CHANGES IN MOISTURE CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1989 ***********************************************************************
 PU1989  DESIGNATION -  N 359
 PU1989  PID         -  PU1989
 PU1989  STATE/COUNTY-  SD/BUTTE
 PU1989  COUNTRY     -  US
 PU1989  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1989
 PU1989                         *CURRENT SURVEY CONTROL
 PU1989  ______________________________________________________________________
 PU1989* NAD 83(1986) POSITION- 44 38 31.     (N) 103 54 26.     (W)   SCALED
 PU1989* NAVD 88 ORTHO HEIGHT -   964.258 (meters)     3163.57  (feet) ADJUSTED
 PU1989  ______________________________________________________________________
 PU1989  GEOID HEIGHT    -        -15.142 (meters)                     GEOID18
 PU1989  DYNAMIC HEIGHT  -        963.973 (meters)     3162.63  (feet) COMP
 PU1989  MODELED GRAVITY -    980,289.9   (mgal)                       NAVD 88
 PU1989
 PU1989  VERT ORDER      -  SECOND    CLASS 0
 PU1989
 PU1989.The horizontal coordinates were scaled from a map and have
 PU1989.an estimated accuracy of +/- 6 seconds.
 PU1989
 PU1989.The orthometric height was determined by differential leveling and
 PU1989.adjusted by the NATIONAL GEODETIC SURVEY
 PU1989.in June 1991.
 PU1989
 PU1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1989.GEOID18 height accuracy estimate available here.
 PU1989
 PU1989.Click photographs - Photos may exist for this station.
 PU1989
 PU1989.The dynamic height is computed by dividing the NAVD 88
 PU1989.geopotential number by the normal gravity value computed on the
 PU1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1989.degrees latitude (g = 980.6199 gals.).
 PU1989
 PU1989.The modeled gravity was interpolated from observed gravity values.
 PU1989
 PU1989;                    North         East    Units  Estimated Accuracy
 PU1989;SPC SD N     -    97,330.      290,150.      MT  (+/- 180 meters Scaled)
 PU1989
 PU1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK866437(NAD 83)
 PU1989
 PU1989                          SUPERSEDED SURVEY CONTROL
 PU1989
 PU1989  NGVD 29 (??/??/92)  963.753  (m)         3161.91   (f) ADJ UNCH    2 0
 PU1989
 PU1989.Superseded values are not recommended for survey control.
 PU1989
 PU1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1989.See file dsdata.pdf to determine how the superseded data were derived.
 PU1989
 PU1989_MARKER: DB = BENCH MARK DISK
 PU1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1989_STAMPING: N 359 1962
 PU1989_MARK LOGO: CGS
 PU1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1989+STABILITY: SURFACE MOTION
 PU1989
 PU1989  HISTORY     - Date     Condition        Report By
 PU1989  HISTORY     - 1962     MONUMENTED       CGS
 PU1989
 PU1989                          STATION DESCRIPTION
 PU1989
 PU1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1989'4.1 MI SW FROM BELLE FOURCHE.
 PU1989'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1989'BELLE FOURCHE, THENCE 2.7 MILE WEST ALONG STATE HIGHWAY 34 TO
 PU1989'A WIRE GATE, 73 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.5
 PU1989'FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE FIELD, 2.3 FEET
 PU1989'EAST OF THE EAST END OF THE WIRE GATE, 1.5 FEET WEST OF A WITNESS
 PU1989'POST, ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING ABOUT 0.5
 PU1989'OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0148 ***********************************************************************
 OR0148  DESIGNATION -  N 36
 OR0148  PID         -  OR0148
 OR0148  STATE/COUNTY-  SD/CHARLES MIX
 OR0148  COUNTRY     -  US
 OR0148  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0148
 OR0148                         *CURRENT SURVEY CONTROL
 OR0148  ______________________________________________________________________
 OR0148* NAD 83(1986) POSITION- 43 14 46.     (N) 098 50 39.     (W)   SCALED
 OR0148* NAVD 88 ORTHO HEIGHT -   540.386 (meters)     1772.92  (feet) ADJUSTED
 OR0148  ______________________________________________________________________
 OR0148  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OR0148  DYNAMIC HEIGHT  -        540.209 (meters)     1772.34  (feet) COMP
 OR0148  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OR0148
 OR0148  VERT ORDER      -  FIRST     CLASS II
 OR0148
 OR0148.The horizontal coordinates were scaled from a map and have
 OR0148.an estimated accuracy of +/- 6 seconds.
 OR0148
 OR0148.The orthometric height was determined by differential leveling and
 OR0148.adjusted by the NATIONAL GEODETIC SURVEY
 OR0148.in June 1991.
 OR0148
 OR0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0148.GEOID18 height accuracy estimate available here.
 OR0148
 OR0148.Click photographs - Photos may exist for this station.
 OR0148
 OR0148.The dynamic height is computed by dividing the NAVD 88
 OR0148.geopotential number by the normal gravity value computed on the
 OR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0148.degrees latitude (g = 980.6199 gals.).
 OR0148
 OR0148.The modeled gravity was interpolated from observed gravity values.
 OR0148
 OR0148;                    North         East    Units  Estimated Accuracy
 OR0148;SPC SD S     -   102,490.      720,930.      MT  (+/- 180 meters Scaled)
 OR0148
 OR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN126881(NAD 83)
 OR0148
 OR0148                          SUPERSEDED SURVEY CONTROL
 OR0148
 OR0148  NGVD 29 (??/??/92)  540.056  (m)         1771.83   (f) ADJ UNCH    1 2
 OR0148
 OR0148.Superseded values are not recommended for survey control.
 OR0148
 OR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0148.See file dsdata.pdf to determine how the superseded data were derived.
 OR0148
 OR0148_MARKER: DB = BENCH MARK DISK
 OR0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0148_STAMPING: 1771.834 N 36 1933
 OR0148_MARK LOGO: CGS
 OR0148_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0148+STABILITY: SURFACE MOTION
 OR0148
 OR0148  HISTORY     - Date     Condition        Report By
 OR0148  HISTORY     - 1933     MONUMENTED       CGS
 OR0148  HISTORY     - 1934     GOOD             CGS
 OR0148  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0148
 OR0148                          STATION DESCRIPTION
 OR0148
 OR0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0148'9.5 MI S FROM PLATTE.
 OR0148'9.5 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM PLATTE, CHARLES
 OR0148'MIX COUNTY, 0.3 MILE NORTH OF A LARGE WHITE HOUSE ON THE WEST
 OR0148'SIDE OF THE HIGHWAY, 110 FEET NORTH OF A SMALL CONCRETE CULVERT,
 OR0148'40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE SOUTHWEST
 OR0148'CORNER OF A STRIP OF WOODS, AND 4 FEET EAST OF A FENCE.  A
 OR0148'STANDARD DISK, STAMPED 1771.834 N 36 1933 AND SET IN THE TOP
 OR0148'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OR0148
 OR0148                          STATION RECOVERY (1934)
 OR0148
 OR0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0148'RECOVERED IN GOOD CONDITION.
 OR0148
 OR0148                          STATION RECOVERY (2013)
 OR0148
 OR0148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1945 ***********************************************************************
 PU1945  DESIGNATION -  N 360
 PU1945  PID         -  PU1945
 PU1945  STATE/COUNTY-  SD/BUTTE
 PU1945  COUNTRY     -  US
 PU1945  USGS QUAD   -  NISLAND (2017)
 PU1945
 PU1945                         *CURRENT SURVEY CONTROL
 PU1945  ______________________________________________________________________
 PU1945* NAD 83(1986) POSITION- 44 40 31.     (N) 103 35 15.     (W)   SCALED
 PU1945* NAVD 88 ORTHO HEIGHT -   872.506 (meters)     2862.55  (feet) ADJUSTED
 PU1945  ______________________________________________________________________
 PU1945  GEOID HEIGHT    -        -15.912 (meters)                     GEOID18
 PU1945  DYNAMIC HEIGHT  -        872.274 (meters)     2861.79  (feet) COMP
 PU1945  MODELED GRAVITY -    980,321.2   (mgal)                       NAVD 88
 PU1945
 PU1945  VERT ORDER      -  SECOND    CLASS 0
 PU1945
 PU1945.The horizontal coordinates were scaled from a map and have
 PU1945.an estimated accuracy of +/- 6 seconds.
 PU1945
 PU1945.The orthometric height was determined by differential leveling and
 PU1945.adjusted by the NATIONAL GEODETIC SURVEY
 PU1945.in June 1991.
 PU1945
 PU1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1945.GEOID18 height accuracy estimate available here.
 PU1945
 PU1945.Click photographs - Photos may exist for this station.
 PU1945
 PU1945.The dynamic height is computed by dividing the NAVD 88
 PU1945.geopotential number by the normal gravity value computed on the
 PU1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1945.degrees latitude (g = 980.6199 gals.).
 PU1945
 PU1945.The modeled gravity was interpolated from observed gravity values.
 PU1945
 PU1945;                    North         East    Units  Estimated Accuracy
 PU1945;SPC SD N     -    99,860.      315,650.      MT  (+/- 180 meters Scaled)
 PU1945
 PU1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK119478(NAD 83)
 PU1945
 PU1945                          SUPERSEDED SURVEY CONTROL
 PU1945
 PU1945  NGVD 29 (??/??/92)  872.023  (m)         2860.96   (f) ADJ UNCH    2 0
 PU1945
 PU1945.Superseded values are not recommended for survey control.
 PU1945
 PU1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1945.See file dsdata.pdf to determine how the superseded data were derived.
 PU1945
 PU1945_MARKER: DB = BENCH MARK DISK
 PU1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1945_STAMPING: N 360 1962
 PU1945_MARK LOGO: CGS
 PU1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1945+STABILITY: SURFACE MOTION
 PU1945
 PU1945  HISTORY     - Date     Condition        Report By
 PU1945  HISTORY     - 1962     MONUMENTED       CGS
 PU1945
 PU1945                          STATION DESCRIPTION
 PU1945
 PU1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1945'1.7 MI W FROM NISLAND.
 PU1945'1.7 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1945'THE STATION AT NISLAND, BETWEEN THE 9TH AND THE 10TH TELEGRAPH
 PU1945'POLE EAST OF THE MILEPOST NO 14, AT A FARM ROAD CROSSING, 116
 PU1945'FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 PU1945'OF A 50 FOOT TRESTLE, 45.8 FEET NORTH OF THE NORTH RAIL, 32.5
 PU1945'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHEAST OF A
 PU1945'FENCE CORNER, 2 FEET SOUTH OF A FENCE LINE, 1.6 FEET WEST OF A
 PU1945'WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, A CONCRETE POST
 PU1945'PROJECTING ABOUT 0.6 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1409 ***********************************************************************
 PU1409  DESIGNATION -  N 361
 PU1409  PID         -  PU1409
 PU1409  STATE/COUNTY-  SD/MEADE
 PU1409  COUNTRY     -  US
 PU1409  USGS QUAD   -  BLACKHAWK (2017)
 PU1409
 PU1409                         *CURRENT SURVEY CONTROL
 PU1409  ______________________________________________________________________
 PU1409* NAD 83(1986) POSITION- 44 11 59.     (N) 103 20 56.     (W)   SCALED
 PU1409* NAVD 88 ORTHO HEIGHT -  1093.592 (meters)     3587.89  (feet) ADJUSTED
 PU1409  ______________________________________________________________________
 PU1409  GEOID HEIGHT    -        -15.364 (meters)                     GEOID18
 PU1409  DYNAMIC HEIGHT  -       1093.220 (meters)     3586.67  (feet) COMP
 PU1409  MODELED GRAVITY -    980,240.2   (mgal)                       NAVD 88
 PU1409
 PU1409  VERT ORDER      -  FIRST     CLASS II
 PU1409
 PU1409.The horizontal coordinates were scaled from a map and have
 PU1409.an estimated accuracy of +/- 6 seconds.
 PU1409
 PU1409.The orthometric height was determined by differential leveling and
 PU1409.adjusted by the NATIONAL GEODETIC SURVEY
 PU1409.in June 1991.
 PU1409
 PU1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1409.GEOID18 height accuracy estimate available here.
 PU1409
 PU1409.Click photographs - Photos may exist for this station.
 PU1409
 PU1409.The dynamic height is computed by dividing the NAVD 88
 PU1409.geopotential number by the normal gravity value computed on the
 PU1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1409.degrees latitude (g = 980.6199 gals.).
 PU1409
 PU1409.The modeled gravity was interpolated from observed gravity values.
 PU1409
 PU1409;                    North         East    Units  Estimated Accuracy
 PU1409;SPC SD N     -    46,250.      332,360.      MT  (+/- 180 meters Scaled)
 PU1409
 PU1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ319953(NAD 83)
 PU1409
 PU1409                          SUPERSEDED SURVEY CONTROL
 PU1409
 PU1409  NGVD 29 (??/??/92) 1093.085  (m)         3586.23   (f) ADJ UNCH    1 2
 PU1409
 PU1409.Superseded values are not recommended for survey control.
 PU1409
 PU1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1409.See file dsdata.pdf to determine how the superseded data were derived.
 PU1409
 PU1409_MARKER: DB = BENCH MARK DISK
 PU1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1409_SP_SET: OVERPASS
 PU1409_STAMPING: N 361 1962
 PU1409_MARK LOGO: CGS
 PU1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1409
 PU1409  HISTORY     - Date     Condition        Report By
 PU1409  HISTORY     - 1962     MONUMENTED       CGS
 PU1409  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1409  HISTORY     - 20110408 MARK NOT FOUND   INDIV
 PU1409
 PU1409                          STATION DESCRIPTION
 PU1409
 PU1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1409'10.8 MI NW FROM RAPID CITY.
 PU1409'ABOUT 10.75 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1409'RAILWAY FROM THE STATION AT RAPID CITY, 14 POLES OR 0.45 MILES
 PU1409'SOUTHEAST OF MILE POST 111, 160 YARDS SOUTHWEST OF THE SOUTHWEST
 PU1409'RAIL, AT THE EAST END OF A STEEL AND CONCRETE OVERPASS, 287 FEET
 PU1409'EAST OF THE CENTER LINE OF AN ASPHALT FEEDER LANE, 12 FEET SOUTH
 PU1409'OF THE CENTER LINE OF THE OVERPASS, 1.0 FEET ABOVE THE DECKING OF
 PU1409'THE OVERPASS, AND SET IN THE TOP OF THE SOUTH END OF THE EAST
 PU1409'CONCRETE ABUTMENT OF THE OVERPASS.
 PU1409
 PU1409                          STATION RECOVERY (1991)
 PU1409
 PU1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1409'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOACTION.
 PU1409
 PU1409                          STATION RECOVERY (2011)
 PU1409
 PU1409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1409'NEW ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1522 ***********************************************************************
 PU1522  DESIGNATION -  N 362
 PU1522  PID         -  PU1522
 PU1522  STATE/COUNTY-  SD/PENNINGTON
 PU1522  COUNTRY     -  US
 PU1522  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1522
 PU1522                         *CURRENT SURVEY CONTROL
 PU1522  ______________________________________________________________________
 PU1522* NAD 83(1986) POSITION- 44 05 39.     (N) 103 11 54.     (W)   SCALED
 PU1522* NAVD 88 ORTHO HEIGHT -   998.550 (meters)     3276.08  (feet) ADJUSTED
 PU1522  ______________________________________________________________________
 PU1522  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 PU1522  DYNAMIC HEIGHT  -        998.222 (meters)     3275.00  (feet) COMP
 PU1522  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 PU1522
 PU1522  VERT ORDER      -  FIRST     CLASS II
 PU1522
 PU1522.The horizontal coordinates were scaled from a map and have
 PU1522.an estimated accuracy of +/- 6 seconds.
 PU1522
 PU1522.The orthometric height was determined by differential leveling and
 PU1522.adjusted by the NATIONAL GEODETIC SURVEY
 PU1522.in June 1991.
 PU1522
 PU1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1522.GEOID18 height accuracy estimate available here.
 PU1522
 PU1522.Click photographs - Photos may exist for this station.
 PU1522
 PU1522.The dynamic height is computed by dividing the NAVD 88
 PU1522.geopotential number by the normal gravity value computed on the
 PU1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1522.degrees latitude (g = 980.6199 gals.).
 PU1522
 PU1522.The modeled gravity was interpolated from observed gravity values.
 PU1522
 PU1522;                    North         East    Units  Estimated Accuracy
 PU1522;SPC SD S     -   199,570.      370,630.      MT  (+/- 180 meters Scaled)
 PU1522
 PU1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ442839(NAD 83)
 PU1522
 PU1522                          SUPERSEDED SURVEY CONTROL
 PU1522
 PU1522  NGVD 29 (??/??/92)  998.076  (m)         3274.52   (f) ADJ UNCH    1 2
 PU1522
 PU1522.Superseded values are not recommended for survey control.
 PU1522
 PU1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1522.See file dsdata.pdf to determine how the superseded data were derived.
 PU1522
 PU1522_MARKER: DB = BENCH MARK DISK
 PU1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1522_STAMPING: N 362 1962
 PU1522_MARK LOGO: CGS
 PU1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1522+STABILITY: SURFACE MOTION
 PU1522
 PU1522  HISTORY     - Date     Condition        Report By
 PU1522  HISTORY     - 1962     MONUMENTED       CGS
 PU1522  HISTORY     - 20120727 MARK NOT FOUND   INDIV
 PU1522
 PU1522                          STATION DESCRIPTION
 PU1522
 PU1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1522'2.2 MI NE FROM RAPID CITY.
 PU1522'ABOUT 2.15 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1522'RAILWAY FROM THE STATION AT RAPID CITY, 0.2 MILE NORTHEAST OF
 PU1522'THE CROSSING WITH LA CROSSE STREET, AT THE SOUTHWEST END OF A
 PU1522'CUT, 2 FEET SOUTHEAST OF A OLD FENCE LINE, 1.0 FEET NORTHWEST
 PU1522'OF A METAL WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 PU1522'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1522
 PU1522                          STATION RECOVERY (2012)
 PU1522
 PU1522'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1522'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0261 ***********************************************************************
 OT0261  DESIGNATION -  N 363
 OT0261  PID         -  OT0261
 OT0261  STATE/COUNTY-  SD/PENNINGTON
 OT0261  COUNTRY     -  US
 OT0261  USGS QUAD   -  CAPUTA NE (2017)
 OT0261
 OT0261                         *CURRENT SURVEY CONTROL
 OT0261  ______________________________________________________________________
 OT0261* NAD 83(1986) POSITION- 43 56 18.     (N) 102 50 18.     (W)   SCALED
 OT0261* NAVD 88 ORTHO HEIGHT -   820.894 (meters)     2693.22  (feet) ADJUSTED
 OT0261  ______________________________________________________________________
 OT0261  GEOID HEIGHT    -        -17.405 (meters)                     GEOID18
 OT0261  DYNAMIC HEIGHT  -        820.632 (meters)     2692.36  (feet) COMP
 OT0261  MODELED GRAVITY -    980,271.4   (mgal)                       NAVD 88
 OT0261
 OT0261  VERT ORDER      -  FIRST     CLASS II
 OT0261
 OT0261.The horizontal coordinates were scaled from a map and have
 OT0261.an estimated accuracy of +/- 6 seconds.
 OT0261
 OT0261.The orthometric height was determined by differential leveling and
 OT0261.adjusted by the NATIONAL GEODETIC SURVEY
 OT0261.in June 1991.
 OT0261
 OT0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0261.GEOID18 height accuracy estimate available here.
 OT0261
 OT0261.Click photographs - Photos may exist for this station.
 OT0261
 OT0261.The dynamic height is computed by dividing the NAVD 88
 OT0261.geopotential number by the normal gravity value computed on the
 OT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0261.degrees latitude (g = 980.6199 gals.).
 OT0261
 OT0261.The modeled gravity was interpolated from observed gravity values.
 OT0261
 OT0261;                    North         East    Units  Estimated Accuracy
 OT0261;SPC SD S     -   181,340.      398,920.      MT  (+/- 180 meters Scaled)
 OT0261
 OT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ734672(NAD 83)
 OT0261
 OT0261                          SUPERSEDED SURVEY CONTROL
 OT0261
 OT0261  NGVD 29 (??/??/92)  820.445  (m)         2691.74   (f) ADJ UNCH    1 2
 OT0261
 OT0261.Superseded values are not recommended for survey control.
 OT0261
 OT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0261.See file dsdata.pdf to determine how the superseded data were derived.
 OT0261
 OT0261_MARKER: DB = BENCH MARK DISK
 OT0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0261_STAMPING: N 363 1962
 OT0261_MARK LOGO: CGS
 OT0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0261+STABILITY: SURFACE MOTION
 OT0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0261+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 OT0261
 OT0261  HISTORY     - Date     Condition        Report By
 OT0261  HISTORY     - 1962     MONUMENTED       CGS
 OT0261  HISTORY     - 20110517 GOOD             INDIV
 OT0261
 OT0261                          STATION DESCRIPTION
 OT0261
 OT0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0261'22.4 MI SE FROM RAPID CITY.
 OT0261'ABOUT 22.45 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0261'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0261'RAILWAY STATION AT RAPID CITY, IN SECTION 29, T 1 S, R 11 E,
 OT0261'44 1/2 FEET SOUTH OF THE SOUTH RAIL, 28 FEET WEST OF A ROW OF
 OT0261'POWER POLES WITH A DOUBLE LINE CROSSING OVER THE TRACK, 13
 OT0261'FEET SOUTHWEST OF MILE POST 638, 2 1/2 FEET NORTH OF A FENCE, 2.5
 OT0261'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 OT0261'CONCRETE POST PROJECTING 5 INCHES.
 OT0261
 OT0261                          STATION RECOVERY (2011)
 OT0261
 OT0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0024 ***********************************************************************
 OT0024  DESIGNATION -  N 364
 OT0024  PID         -  OT0024
 OT0024  STATE/COUNTY-  SD/PENNINGTON
 OT0024  COUNTRY     -  US
 OT0024  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0024
 OT0024                         *CURRENT SURVEY CONTROL
 OT0024  ______________________________________________________________________
 OT0024* NAD 83(1986) POSITION- 43 42 55.     (N) 102 21 13.     (W)   SCALED
 OT0024* NAVD 88 ORTHO HEIGHT -   789.763 (meters)     2591.08  (feet) ADJUSTED
 OT0024  ______________________________________________________________________
 OT0024  GEOID HEIGHT    -        -18.768 (meters)                     GEOID18
 OT0024  DYNAMIC HEIGHT  -        789.503 (meters)     2590.23  (feet) COMP
 OT0024  MODELED GRAVITY -    980,263.6   (mgal)                       NAVD 88
 OT0024
 OT0024  VERT ORDER      -  FIRST     CLASS II
 OT0024
 OT0024.The horizontal coordinates were scaled from a map and have
 OT0024.an estimated accuracy of +/- 6 seconds.
 OT0024
 OT0024.The orthometric height was determined by differential leveling and
 OT0024.adjusted by the NATIONAL GEODETIC SURVEY
 OT0024.in June 1991.
 OT0024
 OT0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0024.GEOID18 height accuracy estimate available here.
 OT0024
 OT0024.Click photographs - Photos may exist for this station.
 OT0024
 OT0024.The dynamic height is computed by dividing the NAVD 88
 OT0024.geopotential number by the normal gravity value computed on the
 OT0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0024.degrees latitude (g = 980.6199 gals.).
 OT0024
 OT0024.The modeled gravity was interpolated from observed gravity values.
 OT0024
 OT0024;                    North         East    Units  Estimated Accuracy
 OT0024;SPC SD S     -   155,500.      437,220.      MT  (+/- 180 meters Scaled)
 OT0024
 OT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ131436(NAD 83)
 OT0024
 OT0024                          SUPERSEDED SURVEY CONTROL
 OT0024
 OT0024  NGVD 29 (??/??/92)  789.292  (m)         2589.54   (f) ADJ UNCH    1 2
 OT0024
 OT0024.Superseded values are not recommended for survey control.
 OT0024
 OT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0024.See file dsdata.pdf to determine how the superseded data were derived.
 OT0024
 OT0024_MARKER: DB = BENCH MARK DISK
 OT0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0024_STAMPING: N 364 1962
 OT0024_MARK LOGO: CGS
 OT0024_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0024+STABILITY: SURFACE MOTION
 OT0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0024+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 OT0024
 OT0024  HISTORY     - Date     Condition        Report By
 OT0024  HISTORY     - 1962     MONUMENTED       CGS
 OT0024  HISTORY     - 1963     GOOD             CGS
 OT0024  HISTORY     - 1985     GOOD             NGS
 OT0024  HISTORY     - 20120723 GOOD             INDIV
 OT0024
 OT0024                          STATION DESCRIPTION
 OT0024
 OT0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0024'11.4 MI SE FROM SCENIC.
 OT0024'ABOUT 11.45 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0024'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0024'SECTION 8, T 4 S, R 15 E, 0.25 MILE EAST OF THE JUNCTION WITH A
 OT0024'ROAD LEADING SOUTH, 91 FEET NORTH OF THE CENTER LINE OF STATE
 OT0024'HIGHWAY 40, 42 1/2 FEET EAST OF THE 7TH POLE EAST OF MILE POST
 OT0024'607, 38 1/2 FEET SOUTH OF SOUTH RAIL, 2.3 FEET NORTH OF A METAL
 OT0024'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 OT0024'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 OT0024
 OT0024                          STATION RECOVERY (1963)
 OT0024
 OT0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OT0024'RECOVERED IN GOOD CONDITION.
 OT0024
 OT0024                          STATION RECOVERY (1985)
 OT0024
 OT0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0024'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0024'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0024'THENCE 19.3 KM (12.05 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.2 KM
 OT0024'(0.1 MI) EAST OF MILEPOST 99, 0.35 KM (0.2 MI) EAST OF THE T JUNCTION
 OT0024'OF A DIRT ROAD LEADING SOUTH, 40.5 METERS (133 FT) NORTH OF THE
 OT0024'HIGHWAY CENTERLINE, 11.7 METERS (38.5 FT) SOUTH OF THE SOUTH RAIL OF
 OT0024'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND 1.0 METER
 OT0024'(3.5 FT) BELOW THE TRACKS.
 OT0024'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0024'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 OT0024
 OT0024                          STATION RECOVERY (2012)
 OT0024
 OT0024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0460 ***********************************************************************
 OS0460  DESIGNATION -  N 365
 OS0460  PID         -  OS0460
 OS0460  STATE/COUNTY-  SD/JACKSON
 OS0460  COUNTRY     -  US
 OS0460  USGS QUAD   -  WETA (2017)
 OS0460
 OS0460                         *CURRENT SURVEY CONTROL
 OS0460  ______________________________________________________________________
 OS0460* NAD 83(1986) POSITION- 43 46 02.     (N) 101 44 43.     (W)   SCALED
 OS0460* NAVD 88 ORTHO HEIGHT -   701.093 (meters)     2300.17  (feet) ADJUSTED
 OS0460  ______________________________________________________________________
 OS0460  GEOID HEIGHT    -        -20.693 (meters)                     GEOID18
 OS0460  DYNAMIC HEIGHT  -        700.872 (meters)     2299.44  (feet) COMP
 OS0460  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 OS0460
 OS0460  VERT ORDER      -  FIRST     CLASS II
 OS0460
 OS0460.The horizontal coordinates were scaled from a map and have
 OS0460.an estimated accuracy of +/- 6 seconds.
 OS0460
 OS0460.The orthometric height was determined by differential leveling and
 OS0460.adjusted by the NATIONAL GEODETIC SURVEY
 OS0460.in June 1991.
 OS0460
 OS0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0460.GEOID18 height accuracy estimate available here.
 OS0460
 OS0460.Click photographs - Photos may exist for this station.
 OS0460
 OS0460.The dynamic height is computed by dividing the NAVD 88
 OS0460.geopotential number by the normal gravity value computed on the
 OS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0460.degrees latitude (g = 980.6199 gals.).
 OS0460
 OS0460.The modeled gravity was interpolated from observed gravity values.
 OS0460
 OS0460;                    North         East    Units  Estimated Accuracy
 OS0460;SPC SD S     -   160,260.      486,330.      MT  (+/- 180 meters Scaled)
 OS0460
 OS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP790496(NAD 83)
 OS0460
 OS0460                          SUPERSEDED SURVEY CONTROL
 OS0460
 OS0460  NGVD 29 (??/??/92)  700.648  (m)         2298.71   (f) ADJ UNCH    1 2
 OS0460
 OS0460.Superseded values are not recommended for survey control.
 OS0460
 OS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0460.See file dsdata.pdf to determine how the superseded data were derived.
 OS0460
 OS0460_MARKER: DB = BENCH MARK DISK
 OS0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0460_STAMPING: N 365 1962
 OS0460_MARK LOGO: CGS
 OS0460_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0460+STABILITY: SURFACE MOTION
 OS0460
 OS0460  HISTORY     - Date     Condition        Report By
 OS0460  HISTORY     - 1962     MONUMENTED       CGS
 OS0460
 OS0460                          STATION DESCRIPTION
 OS0460
 OS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0460'13.3 MI SW FROM KADOKA.
 OS0460'ABOUT 13.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0460'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, OR 13.2 MILES
 OS0460'EAST A LONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OS0460'FROM THE STATION AT INTERIOR, IN SECTION 20, T 3 S, R 20 E,
 OS0460'4 1/2 RAILS SOUTHWEST OF SOUTHWEST END OF TRESTLE, 38 FEET
 OS0460'SOUTHEAST OF SOUTHEAST RAIL, 21 1/2 FEET SOUTHWEST OF MILEPOST
 OS0460'575, IN LINE WITH A ROW OF TELEPHONE POLES, 1.8 FEET NORTHEAST
 OS0460'OF A METAL WITNESS POST, ABOUT 7 1/2 FEET BELOW THE LEVEL OF
 OS0460'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0460'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0074 ***********************************************************************
 OT0074  DESIGNATION -  N 366
 OT0074  PID         -  OT0074
 OT0074  STATE/COUNTY-  SD/PENNINGTON
 OT0074  COUNTRY     -  US
 OT0074  USGS QUAD   -  WALL SE (2017)
 OT0074
 OT0074                         *CURRENT SURVEY CONTROL
 OT0074  ______________________________________________________________________
 OT0074* NAD 83(1986) POSITION- 43 47 49.     (N) 102 06 59.     (W)   SCALED
 OT0074* NAVD 88 ORTHO HEIGHT -   819.596 (meters)     2688.96  (feet) ADJUSTED
 OT0074  ______________________________________________________________________
 OT0074  GEOID HEIGHT    -        -19.466 (meters)                     GEOID18
 OT0074  DYNAMIC HEIGHT  -        819.328 (meters)     2688.08  (feet) COMP
 OT0074  MODELED GRAVITY -    980,265.1   (mgal)                       NAVD 88
 OT0074
 OT0074  VERT ORDER      -  SECOND    CLASS 0
 OT0074
 OT0074.The horizontal coordinates were scaled from a map and have
 OT0074.an estimated accuracy of +/- 6 seconds.
 OT0074
 OT0074.The orthometric height was determined by differential leveling and
 OT0074.adjusted by the NATIONAL GEODETIC SURVEY
 OT0074.in June 1991.
 OT0074
 OT0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0074.GEOID18 height accuracy estimate available here.
 OT0074
 OT0074.Click photographs - Photos may exist for this station.
 OT0074
 OT0074.The dynamic height is computed by dividing the NAVD 88
 OT0074.geopotential number by the normal gravity value computed on the
 OT0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0074.degrees latitude (g = 980.6199 gals.).
 OT0074
 OT0074.The modeled gravity was interpolated from observed gravity values.
 OT0074
 OT0074;                    North         East    Units  Estimated Accuracy
 OT0074;SPC SD S     -   164,140.      456,530.      MT  (+/- 180 meters Scaled)
 OT0074
 OT0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ319533(NAD 83)
 OT0074
 OT0074                          SUPERSEDED SURVEY CONTROL
 OT0074
 OT0074  NGVD 29 (??/??/92)  819.132  (m)         2687.44   (f) ADJ UNCH    2 0
 OT0074
 OT0074.Superseded values are not recommended for survey control.
 OT0074
 OT0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0074.See file dsdata.pdf to determine how the superseded data were derived.
 OT0074
 OT0074_MARKER: DB = BENCH MARK DISK
 OT0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0074_STAMPING: N 366 1962
 OT0074_MARK LOGO: CGS
 OT0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0074+STABILITY: SURFACE MOTION
 OT0074
 OT0074  HISTORY     - Date     Condition        Report By
 OT0074  HISTORY     - 1962     MONUMENTED       CGS
 OT0074
 OT0074                          STATION DESCRIPTION
 OT0074
 OT0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0074'11.5 MI NW FROM INTERIOR.
 OT0074'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL,
 OT0074'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 4.7
 OT0074'MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES
 OT0074'NORTHWEST ALONG U.S. HIGHWAY 16A, AT THE WEST END OF A SMALL
 OT0074'CUT BANK, 91 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OT0074'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, 1.5 FEET
 OT0074'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 OT0074'CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0401 ***********************************************************************
 PU0401  DESIGNATION -  N 367
 PU0401  PID         -  PU0401
 PU0401  STATE/COUNTY-  SD/PENNINGTON
 PU0401  COUNTRY     -  US
 PU0401  USGS QUAD   -  LAKE HILL (2017)
 PU0401
 PU0401                         *CURRENT SURVEY CONTROL
 PU0401  ______________________________________________________________________
 PU0401* NAD 83(1986) POSITION- 44 04 52.     (N) 102 10 04.     (W)   SCALED
 PU0401* NAVD 88 ORTHO HEIGHT -   875.736 (meters)     2873.14  (feet) ADJUSTED
 PU0401  ______________________________________________________________________
 PU0401  GEOID HEIGHT    -        -19.240 (meters)                     GEOID18
 PU0401  DYNAMIC HEIGHT  -        875.477 (meters)     2872.29  (feet) COMP
 PU0401  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 PU0401
 PU0401  VERT ORDER      -  SECOND    CLASS 0
 PU0401
 PU0401.The horizontal coordinates were scaled from a map and have
 PU0401.an estimated accuracy of +/- 6 seconds.
 PU0401
 PU0401.The orthometric height was determined by differential leveling and
 PU0401.adjusted by the NATIONAL GEODETIC SURVEY
 PU0401.in June 1991.
 PU0401
 PU0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0401.GEOID18 height accuracy estimate available here.
 PU0401
 PU0401.Click photographs - Photos may exist for this station.
 PU0401
 PU0401.The dynamic height is computed by dividing the NAVD 88
 PU0401.geopotential number by the normal gravity value computed on the
 PU0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0401.degrees latitude (g = 980.6199 gals.).
 PU0401
 PU0401.The modeled gravity was interpolated from observed gravity values.
 PU0401
 PU0401;                    North         East    Units  Estimated Accuracy
 PU0401;SPC SD S     -   195,790.      453,090.      MT  (+/- 180 meters Scaled)
 PU0401
 PU0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ267847(NAD 83)
 PU0401
 PU0401                          SUPERSEDED SURVEY CONTROL
 PU0401
 PU0401  NGVD 29 (??/??/92)  875.279  (m)         2871.64   (f) ADJ UNCH    2 0
 PU0401
 PU0401.Superseded values are not recommended for survey control.
 PU0401
 PU0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0401.See file dsdata.pdf to determine how the superseded data were derived.
 PU0401
 PU0401_MARKER: DB = BENCH MARK DISK
 PU0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0401_STAMPING: N 367 1962
 PU0401_MARK LOGO: CGS
 PU0401_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0401+STABILITY: SURFACE MOTION
 PU0401
 PU0401  HISTORY     - Date     Condition        Report By
 PU0401  HISTORY     - 1962     MONUMENTED       CGS
 PU0401
 PU0401                          STATION DESCRIPTION
 PU0401
 PU0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0401'9.6 MI NE FROM WALL.
 PU0401'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0401'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, 64 FEET
 PU0401'SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 55 FEET WEST
 PU0401'OF THE CENTER LINE OF A GRAVELED ROAD, 34 FEET SOUTH OF THE
 PU0401'CENTER LINE OF A DIRT ROAD, 20 FEET WEST OF A CORNER FENCE
 PU0401'POST, 15 FEET WEST OF A POWER POLE, 2.0 FEET NORTH OF A FENCE,
 PU0401'2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0401'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PU0401'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1720 ***********************************************************************
 PU1720  DESIGNATION -  N 368
 PU1720  PID         -  PU1720
 PU1720  STATE/COUNTY-  SD/LAWRENCE
 PU1720  COUNTRY     -  US
 PU1720  USGS QUAD   -  SAINT ONGE (2017)
 PU1720
 PU1720                         *CURRENT SURVEY CONTROL
 PU1720  ______________________________________________________________________
 PU1720* NAD 83(1986) POSITION- 44 31 55.     (N) 103 42 19.     (W)   SCALED
 PU1720* NAVD 88 ORTHO HEIGHT -  1057.702 (meters)     3470.14  (feet) ADJUSTED
 PU1720  ______________________________________________________________________
 PU1720  GEOID HEIGHT    -        -15.123 (meters)                     GEOID18
 PU1720  DYNAMIC HEIGHT  -       1057.373 (meters)     3469.06  (feet) COMP
 PU1720  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 PU1720
 PU1720  VERT ORDER      -  FIRST     CLASS II
 PU1720
 PU1720.The horizontal coordinates were scaled from a map and have
 PU1720.an estimated accuracy of +/- 6 seconds.
 PU1720
 PU1720.The orthometric height was determined by differential leveling and
 PU1720.adjusted by the NATIONAL GEODETIC SURVEY
 PU1720.in June 1991.
 PU1720
 PU1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1720.GEOID18 height accuracy estimate available here.
 PU1720
 PU1720.Click photographs - Photos may exist for this station.
 PU1720
 PU1720.The dynamic height is computed by dividing the NAVD 88
 PU1720.geopotential number by the normal gravity value computed on the
 PU1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1720.degrees latitude (g = 980.6199 gals.).
 PU1720
 PU1720.The modeled gravity was interpolated from observed gravity values.
 PU1720
 PU1720;                    North         East    Units  Estimated Accuracy
 PU1720;SPC SD N     -    84,370.      305,590.      MT  (+/- 180 meters Scaled)
 PU1720
 PU1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK028317(NAD 83)
 PU1720
 PU1720                          SUPERSEDED SURVEY CONTROL
 PU1720
 PU1720  NGVD 29 (??/??/92) 1057.185  (m)         3468.45   (f) ADJ UNCH    1 2
 PU1720
 PU1720.Superseded values are not recommended for survey control.
 PU1720
 PU1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1720.See file dsdata.pdf to determine how the superseded data were derived.
 PU1720
 PU1720_MARKER: DB = BENCH MARK DISK
 PU1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1720_STAMPING: N 368 1962
 PU1720_MARK LOGO: CGS
 PU1720_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1720+STABILITY: SURFACE MOTION
 PU1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1720+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2018
 PU1720
 PU1720  HISTORY     - Date     Condition        Report By
 PU1720  HISTORY     - 1962     MONUMENTED       CGS
 PU1720  HISTORY     - 1984     GOOD             NGS
 PU1720  HISTORY     - 19840225 GOOD             NGS
 PU1720  HISTORY     - 20180916 GOOD             SDDT
 PU1720
 PU1720                          STATION DESCRIPTION
 PU1720
 PU1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1720'1.3 MI SE FROM ST ONGE.
 PU1720'ABOUT 1.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1720'RAILWAY FROM THE POST OFFICE AT ST. ONGE, AT A ROAD CROSSING
 PU1720'IN SECTION 36, T 7 N, R 3 E, 10 1/2 POLES NORTHWEST OF MILE
 PU1720'POST 141, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 103 FEET
 PU1720'EAST OF THE CENTER OF THE ROAD CROSSING, 44 FEET SOUTH OF THE
 PU1720'CENTER LINE OF AN EAST-WEST ROAD, 10 FEET SOUTHEAST OF A FENCE
 PU1720'CORNER, 5 FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET SOUTHWEST
 PU1720'OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PU1720'2 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 PU1720'CONCRETE POST PROJECTING 7-INCHES.
 PU1720
 PU1720                          STATION RECOVERY (1984)
 PU1720
 PU1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU1720'RECOVERED IN GOOD CONDITION.
 PU1720
 PU1720                          STATION RECOVERY (1984)
 PU1720
 PU1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PU1720'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF ST. ONGE,
 PU1720'ALONG THE NORTHEAST SIDE OF HIGHWAY 34 AND THE CHICAGO NORTHWESTERN
 PU1720'RAILROAD.  TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 34
 PU1720'AND AND MAIN STREET IN ST. ONGE, GO SOUTHEAST ON HIGHWAY 34 FOR 2.1 KM
 PU1720'(1.30 MI) TO A ROAD LEFT AND THE MARK.  THE STATION MARK IS A STANDARD
 PU1720'CGS BENCH MARK DISK STAMPED N 368 1962 SET INTO THE TOP OF A ROUND
 PU1720'CONCRETE MONUMENT WHICH PROJECTS 15 CM (6 INCHES).  IT IS 13.7 M (44.9
 PU1720'FT) NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACK, 13.4 M (44.0
 PU1720'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD AND 0.45 M (1.48 FT)
 PU1720'SOUTHWEST OF A WITNESS POST.
 PU1720
 PU1720                          STATION RECOVERY (2018)
 PU1720
 PU1720'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU1720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1823 ***********************************************************************
 PU1823  DESIGNATION -  N 369
 PU1823  PID         -  PU1823
 PU1823  STATE/COUNTY-  SD/BUTTE
 PU1823  COUNTRY     -  US
 PU1823  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1823
 PU1823                         *CURRENT SURVEY CONTROL
 PU1823  ______________________________________________________________________
 PU1823* NAD 83(1986) POSITION- 44 53 44.     (N) 103 53 06.     (W)   SCALED
 PU1823* NAVD 88 ORTHO HEIGHT -  1005.786 (meters)     3299.82  (feet) ADJUSTED
 PU1823  ______________________________________________________________________
 PU1823  GEOID HEIGHT    -        -15.702 (meters)                     GEOID18
 PU1823  DYNAMIC HEIGHT  -       1005.523 (meters)     3298.95  (feet) COMP
 PU1823  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 PU1823
 PU1823  VERT ORDER      -  SECOND    CLASS 0
 PU1823
 PU1823.The horizontal coordinates were scaled from a map and have
 PU1823.an estimated accuracy of +/- 6 seconds.
 PU1823
 PU1823.The orthometric height was determined by differential leveling and
 PU1823.adjusted by the NATIONAL GEODETIC SURVEY
 PU1823.in June 1991.
 PU1823
 PU1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1823.GEOID18 height accuracy estimate available here.
 PU1823
 PU1823.Click photographs - Photos may exist for this station.
 PU1823
 PU1823.The dynamic height is computed by dividing the NAVD 88
 PU1823.geopotential number by the normal gravity value computed on the
 PU1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1823.degrees latitude (g = 980.6199 gals.).
 PU1823
 PU1823.The modeled gravity was interpolated from observed gravity values.
 PU1823
 PU1823;                    North         East    Units  Estimated Accuracy
 PU1823;SPC SD N     -   125,400.      293,260.      MT  (+/- 180 meters Scaled)
 PU1823
 PU1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK880719(NAD 83)
 PU1823
 PU1823                          SUPERSEDED SURVEY CONTROL
 PU1823
 PU1823  NGVD 29 (??/??/92) 1005.305  (m)         3298.24   (f) ADJ UNCH    2 0
 PU1823
 PU1823.Superseded values are not recommended for survey control.
 PU1823
 PU1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1823.See file dsdata.pdf to determine how the superseded data were derived.
 PU1823
 PU1823_MARKER: DB = BENCH MARK DISK
 PU1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1823_STAMPING: N 369 1962
 PU1823_MARK LOGO: CGS
 PU1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1823+STABILITY: SURFACE MOTION
 PU1823
 PU1823  HISTORY     - Date     Condition        Report By
 PU1823  HISTORY     - 1962     MONUMENTED       CGS
 PU1823
 PU1823                          STATION DESCRIPTION
 PU1823
 PU1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1823'16.9 MI NW FROM BELLE FOURCHE.
 PU1823'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1823'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1823'5.2 MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 20,
 PU1823'T 11 N, R 2 E, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PU1823'ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 PU1823'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1823'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0221 ***********************************************************************
 OS0221  DESIGNATION -  N 37
 OS0221  PID         -  OS0221
 OS0221  STATE/COUNTY-  SD/MELLETTE
 OS0221  COUNTRY     -  US
 OS0221  USGS QUAD   -  WESTOVER (2017)
 OS0221
 OS0221                         *CURRENT SURVEY CONTROL
 OS0221  ______________________________________________________________________
 OS0221* NAD 83(1986) POSITION- 43 43 09.     (N) 100 38 47.     (W)   SCALED
 OS0221* NAVD 88 ORTHO HEIGHT -   549.547 (meters)     1802.97  (feet) ADJUSTED
 OS0221  ______________________________________________________________________
 OS0221  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 OS0221  DYNAMIC HEIGHT  -        549.366 (meters)     1802.38  (feet) COMP
 OS0221  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OS0221
 OS0221  VERT ORDER      -  FIRST     CLASS II
 OS0221
 OS0221.The horizontal coordinates were scaled from a map and have
 OS0221.an estimated accuracy of +/- 6 seconds.
 OS0221
 OS0221.The orthometric height was determined by differential leveling and
 OS0221.adjusted by the NATIONAL GEODETIC SURVEY
 OS0221.in June 1994.
 OS0221
 OS0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0221.GEOID18 height accuracy estimate available here.
 OS0221
 OS0221.Click photographs - Photos may exist for this station.
 OS0221
 OS0221.The dynamic height is computed by dividing the NAVD 88
 OS0221.geopotential number by the normal gravity value computed on the
 OS0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0221.degrees latitude (g = 980.6199 gals.).
 OS0221
 OS0221.The modeled gravity was interpolated from observed gravity values.
 OS0221
 OS0221;                    North         East    Units  Estimated Accuracy
 OS0221;SPC SD S     -   154,000.      574,780.      MT  (+/- 180 meters Scaled)
 OS0221
 OS0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP673419(NAD 83)
 OS0221
 OS0221                          SUPERSEDED SURVEY CONTROL
 OS0221
 OS0221  NAVD 88 (06/15/91)  549.540  (m)         1802.95   (f) SUPERSEDED  1 2
 OS0221  NGVD 29 (??/??/92)  549.107  (m)         1801.53   (f) ADJ UNCH    1 2
 OS0221
 OS0221.Superseded values are not recommended for survey control.
 OS0221
 OS0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0221.See file dsdata.pdf to determine how the superseded data were derived.
 OS0221
 OS0221_MARKER: DB = BENCH MARK DISK
 OS0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0221_STAMPING: N 37 1933
 OS0221_MARK LOGO: CGS
 OS0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0221+STABILITY: SURFACE MOTION
 OS0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0221+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0221
 OS0221  HISTORY     - Date     Condition        Report By
 OS0221  HISTORY     - 1933     MONUMENTED       CGS
 OS0221  HISTORY     - 1948     GOOD             CGS
 OS0221  HISTORY     - 19920721 GOOD             NGS
 OS0221
 OS0221                          STATION DESCRIPTION
 OS0221
 OS0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OS0221'13 MI S FROM MURDO.
 OS0221'IN MELLETTE COUNTY, 13 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM
 OS0221'MURDO, JONES COUNTY, 2 MILES SOUTH OF THE BRIDGE OVER WHITE
 OS0221'RIVER, ACROSS THE HIGHWAY TO THE EAST FROM A T-ROAD LEADING WEST,
 OS0221'19 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND ON THE
 OS0221'PROLONGATION OF THE CENTERLINE OF THE T-ROAD.  A STANDARD DISK,
 OS0221'STAMPED N 37 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0221
 OS0221                          STATION RECOVERY (1992)
 OS0221
 OS0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0221'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0221'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0221'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0221'15.2 KM (9.45 MI) NORTHERLY ALONG A GRAVELED ROAD, 306.O M SOUTH OF
 OS0221'THE CENTER OF A GRAVELED ROAD, 42.3 M (138.8 FT) NORTHWEST OF A
 OS0221'UTILITY POLE, 18.5 M (60.7 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 OS0221'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) WEST OF A
 OS0221'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OS0221'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0247 ***********************************************************************
 OS0247  DESIGNATION -  N 370
 OS0247  PID         -  OS0247
 OS0247  STATE/COUNTY-  SD/JACKSON
 OS0247  COUNTRY     -  US
 OS0247  USGS QUAD   -  STAMFORD SE (2017)
 OS0247
 OS0247                         *CURRENT SURVEY CONTROL
 OS0247  ______________________________________________________________________
 OS0247* NAD 83(1986) POSITION- 43 52 16.     (N) 101 06 22.     (W)   SCALED
 OS0247* NAVD 88 ORTHO HEIGHT -   709.827 (meters)     2328.82  (feet) ADJUSTED
 OS0247  ______________________________________________________________________
 OS0247  GEOID HEIGHT    -        -23.103 (meters)                     GEOID18
 OS0247  DYNAMIC HEIGHT  -        709.594 (meters)     2328.06  (feet) COMP
 OS0247  MODELED GRAVITY -    980,267.9   (mgal)                       NAVD 88
 OS0247
 OS0247  VERT ORDER      -  FIRST     CLASS II
 OS0247
 OS0247.The horizontal coordinates were scaled from a map and have
 OS0247.an estimated accuracy of +/- 6 seconds.
 OS0247
 OS0247.The orthometric height was determined by differential leveling and
 OS0247.adjusted by the NATIONAL GEODETIC SURVEY
 OS0247.in June 1991.
 OS0247
 OS0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0247.GEOID18 height accuracy estimate available here.
 OS0247
 OS0247.Click photographs - Photos may exist for this station.
 OS0247
 OS0247.The dynamic height is computed by dividing the NAVD 88
 OS0247.geopotential number by the normal gravity value computed on the
 OS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0247.degrees latitude (g = 980.6199 gals.).
 OS0247
 OS0247.The modeled gravity was interpolated from observed gravity values.
 OS0247
 OS0247;                    North         East    Units  Estimated Accuracy
 OS0247;SPC SD S     -   171,120.      537,890.      MT  (+/- 180 meters Scaled)
 OS0247
 OS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP307597(NAD 83)
 OS0247
 OS0247                          SUPERSEDED SURVEY CONTROL
 OS0247
 OS0247  NGVD 29 (??/??/92)  709.349  (m)         2327.26   (f) ADJ UNCH    1 2
 OS0247
 OS0247.Superseded values are not recommended for survey control.
 OS0247
 OS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0247.See file dsdata.pdf to determine how the superseded data were derived.
 OS0247
 OS0247_MARKER: DB = BENCH MARK DISK
 OS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0247_STAMPING: N 370 1962
 OS0247_MARK LOGO: CGS
 OS0247_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0247+STABILITY: SURFACE MOTION
 OS0247
 OS0247  HISTORY     - Date     Condition        Report By
 OS0247  HISTORY     - 1962     MONUMENTED       CGS
 OS0247
 OS0247                          STATION DESCRIPTION
 OS0247
 OS0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0247'9 MI E FROM BELVIDERE.
 OS0247'ABOUT 9.05 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0247'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0247'15, T 2 S, R 25 E, 9 POLES EAST OF MILE POST 540, 45 FEET
 OS0247'NORTHWEST OF NORTHWEST RAIL, 1 1/2 FEET SOUTHEAST OF A FENCE,
 OS0247'2.9 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 OS0247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0527 ***********************************************************************
 PT0527  DESIGNATION -  N 371
 PT0527  PID         -  PT0527
 PT0527  STATE/COUNTY-  SD/HAAKON
 PT0527  COUNTRY     -  US
 PT0527  USGS QUAD   -  LUCERNE (2017)
 PT0527
 PT0527                         *CURRENT SURVEY CONTROL
 PT0527  ______________________________________________________________________
 PT0527* NAD 83(1986) POSITION- 44 10 49.     (N) 101 36 23.     (W)   SCALED
 PT0527* NAVD 88 ORTHO HEIGHT -   721.795 (meters)     2368.09  (feet) ADJUSTED
 PT0527  ______________________________________________________________________
 PT0527  GEOID HEIGHT    -        -21.252 (meters)                     GEOID18
 PT0527  DYNAMIC HEIGHT  -        721.591 (meters)     2367.42  (feet) COMP
 PT0527  MODELED GRAVITY -    980,312.0   (mgal)                       NAVD 88
 PT0527
 PT0527  VERT ORDER      -  FIRST     CLASS II
 PT0527
 PT0527.The horizontal coordinates were scaled from a map and have
 PT0527.an estimated accuracy of +/- 6 seconds.
 PT0527
 PT0527.The orthometric height was determined by differential leveling and
 PT0527.adjusted by the NATIONAL GEODETIC SURVEY
 PT0527.in June 1991.
 PT0527
 PT0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0527.GEOID18 height accuracy estimate available here.
 PT0527
 PT0527.Click photographs - Photos may exist for this station.
 PT0527
 PT0527.The dynamic height is computed by dividing the NAVD 88
 PT0527.geopotential number by the normal gravity value computed on the
 PT0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0527.degrees latitude (g = 980.6199 gals.).
 PT0527
 PT0527.The modeled gravity was interpolated from observed gravity values.
 PT0527
 PT0527;                    North         East    Units  Estimated Accuracy
 PT0527;SPC SD S     -   205,970.      498,210.      MT  (+/- 180 meters Scaled)
 PT0527
 PT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP916951(NAD 83)
 PT0527
 PT0527                          SUPERSEDED SURVEY CONTROL
 PT0527
 PT0527  NGVD 29 (??/??/92)  721.336  (m)         2366.58   (f) ADJ UNCH    1 2
 PT0527
 PT0527.Superseded values are not recommended for survey control.
 PT0527
 PT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0527.See file dsdata.pdf to determine how the superseded data were derived.
 PT0527
 PT0527_MARKER: DB = BENCH MARK DISK
 PT0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0527_STAMPING: N 371 1962
 PT0527_MARK LOGO: CGS
 PT0527_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0527_ROD/PIPE-DEPTH: 4.0 meters
 PT0527
 PT0527  HISTORY     - Date     Condition        Report By
 PT0527  HISTORY     - 1962     MONUMENTED       CGS
 PT0527
 PT0527                          STATION DESCRIPTION
 PT0527
 PT0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0527'15.2 MI NE FROM PHILIP.
 PT0527'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0527'AND NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 3.0 MILES
 PT0527'EAST ALONG A GRAVEL ROAD, THENCE 1.2 MILES SOUTH ALONG A GRAVEL
 PT0527'ROAD, ON THE OUTSIDE OF A CURVE, 51 FEET EAST OF THE CENTERLINE
 PT0527'OF THE ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST, 1 1/2 FEET
 PT0527'WEST OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 PT0527'CLAMPED ON A 5/8 INCH COPPER-COATED ROD WHICH IS DRIVEN TO A
 PT0527'DEPTH OF 13 FEET, AND ENCASED IN A 6-INCH TILE PROJECTING ABOUT
 PT0527'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0403 ***********************************************************************
 OS0403  DESIGNATION -  N 372 RESET
 OS0403  PID         -  OS0403
 OS0403  STATE/COUNTY-  SD/JACKSON
 OS0403  COUNTRY     -  US
 OS0403  USGS QUAD   -  KADOKA (2017)
 OS0403
 OS0403                         *CURRENT SURVEY CONTROL
 OS0403  ______________________________________________________________________
 OS0403* NAD 83(1986) POSITION- 43 50 09.     (N) 101 37 19.     (W)   SCALED
 OS0403* NAVD 88 ORTHO HEIGHT -   740.880 (meters)     2430.70  (feet) ADJUSTED
 OS0403  ______________________________________________________________________
 OS0403  GEOID HEIGHT    -        -21.188 (meters)                     GEOID18
 OS0403  DYNAMIC HEIGHT  -        740.646 (meters)     2429.94  (feet) COMP
 OS0403  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 OS0403
 OS0403  VERT ORDER      -  FIRST     CLASS II
 OS0403
 OS0403.The horizontal coordinates were scaled from a map and have
 OS0403.an estimated accuracy of +/- 6 seconds.
 OS0403
 OS0403.The orthometric height was determined by differential leveling and
 OS0403.adjusted by the NATIONAL GEODETIC SURVEY
 OS0403.in September 1993.
 OS0403
 OS0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0403.GEOID18 height accuracy estimate available here.
 OS0403
 OS0403.Click photographs - Photos may exist for this station.
 OS0403
 OS0403.The dynamic height is computed by dividing the NAVD 88
 OS0403.geopotential number by the normal gravity value computed on the
 OS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0403.degrees latitude (g = 980.6199 gals.).
 OS0403
 OS0403.The modeled gravity was interpolated from observed gravity values.
 OS0403
 OS0403;                    North         East    Units  Estimated Accuracy
 OS0403;SPC SD S     -   167,720.      496,370.      MT  (+/- 180 meters Scaled)
 OS0403
 OS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP892569(NAD 83)
 OS0403
 OS0403                          SUPERSEDED SURVEY CONTROL
 OS0403
 OS0403  NAVD 88 (06/15/91)  740.867  (m)         2430.66   (f) SUPERSEDED  1 2
 OS0403
 OS0403.Superseded values are not recommended for survey control.
 OS0403
 OS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0403.See file dsdata.pdf to determine how the superseded data were derived.
 OS0403
 OS0403_MARKER: DB = BENCH MARK DISK
 OS0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0403_STAMPING: N 372 RESET 1966
 OS0403_MARK LOGO: CGS
 OS0403_PROJECTION: FLUSH
 OS0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0403+STABILITY: SURFACE MOTION
 OS0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0403+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0403
 OS0403  HISTORY     - Date     Condition        Report By
 OS0403  HISTORY     - 1966     MONUMENTED       CGS
 OS0403  HISTORY     - 1985     GOOD             NGS
 OS0403  HISTORY     - 19910713 GOOD             NGS
 OS0403  HISTORY     - 20130116 GOOD             INDIV
 OS0403
 OS0403                          STATION DESCRIPTION
 OS0403
 OS0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0403'6.2 MI W FROM KADOKA.
 OS0403'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0403'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 5.7 MILES
 OS0403'WEST ALONG U.S. HIGHWAY 16, AND STATE HIGHWAY 40 AND 73, THENCE
 OS0403'NORTH TO THE RIGHT-OF-WAY FENCELINE FOR THE WEST BOUND LANE OF
 OS0403'INTERSTATE HIGHWAY 90, AT THE INTERSECTION OF INTERSTATE HIGHWAY
 OS0403'90 AND A T-ROAD LEADING NORTH, 37 FEET EAST OF THE CENTER OF THE
 OS0403'T-ROAD LEADING NORTH, 6.5 FEET EAST OF A CORNER FENCE POST, 2 FEET
 OS0403'EAST OF A METAL WITNESS POST, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 OS0403'FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OS0403'4 INCHES.
 OS0403
 OS0403                          STATION RECOVERY (1985)
 OS0403
 OS0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0403'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 OS0403'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM (4.9
 OS0403'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0403'KADOKA, AT A RIGHT ANGLE TURN FROM WEST TO NORTH IN THE NORTH FRONTAGE
 OS0403'ROAD, 0.45 KM (0.3 MI) EAST OF MILEPOST 145, 56.7 METERS (186 FT)
 OS0403'NORTH ACROSS THE FRONTAGE ROAD FROM THE WEST BOUND HIGHWAY CENTERLINE,
 OS0403'12.5 METERS (41 FT) NORTH OF THE CENTER OF THE FRONTAGE ROAD, 11.3
 OS0403'METERS (37 FT) EAST OF THE CENTER OF A ROAD LEADING NORTH, 2.0 METERS
 OS0403'(6.5 FT) EAST OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF THE
 OS0403'RIGHT-OF-WAY FENCE.
 OS0403'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 OS0403
 OS0403                          STATION RECOVERY (1991)
 OS0403
 OS0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0403'7.9 KM (4.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0403'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.4 KM (0.25 MI)
 OS0403'EAST OF MILEPOST 145, 56.7 M (186.0 FT) NORTH OF THE CENTERLINE OF
 OS0403'THE WESTBOUND LANES OF THE HIGHWAY, 12.3 M (40.4 FT) NORTH OF THE
 OS0403'CENTER OF A FRONTAGE ROAD, 11.4 M (37.4 FT) EAST OF THE CENTER OF A
 OS0403'GRAVELED ROAD, 2.0 M (6.6 FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT)
 OS0403'EAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTH OF THE FENCE, 0.2 M (0.7
 OS0403'FT) BELOW THE LEVEL OF THE FRONTAGE ROAD, AND THE MONUMENT PROJECTS
 OS0403'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OS0403
 OS0403                          STATION RECOVERY (2013)
 OS0403
 OS0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0632 ***********************************************************************
 PT0632  DESIGNATION -  N 373
 PT0632  PID         -  PT0632
 PT0632  STATE/COUNTY-  SD/HAAKON
 PT0632  COUNTRY     -  US
 PT0632  USGS QUAD   -  HILLAND NW (2017)
 PT0632
 PT0632                         *CURRENT SURVEY CONTROL
 PT0632  ______________________________________________________________________
 PT0632* NAD 83(1986) POSITION- 44 29 48.     (N) 101 58 57.     (W)   SCALED
 PT0632* NAVD 88 ORTHO HEIGHT -   680.425 (meters)     2232.36  (feet) ADJUSTED
 PT0632  ______________________________________________________________________
 PT0632  GEOID HEIGHT    -        -20.078 (meters)                     GEOID18
 PT0632  DYNAMIC HEIGHT  -        680.267 (meters)     2231.84  (feet) COMP
 PT0632  MODELED GRAVITY -    980,364.3   (mgal)                       NAVD 88
 PT0632
 PT0632  VERT ORDER      -  SECOND    CLASS 0
 PT0632
 PT0632.The horizontal coordinates were scaled from a map and have
 PT0632.an estimated accuracy of +/- 6 seconds.
 PT0632
 PT0632.The orthometric height was determined by differential leveling and
 PT0632.adjusted by the NATIONAL GEODETIC SURVEY
 PT0632.in June 1991.
 PT0632
 PT0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0632.GEOID18 height accuracy estimate available here.
 PT0632
 PT0632.Click photographs - Photos may exist for this station.
 PT0632
 PT0632.The dynamic height is computed by dividing the NAVD 88
 PT0632.geopotential number by the normal gravity value computed on the
 PT0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0632.degrees latitude (g = 980.6199 gals.).
 PT0632
 PT0632.The modeled gravity was interpolated from observed gravity values.
 PT0632
 PT0632;                    North         East    Units  Estimated Accuracy
 PT0632;SPC SD S     -   241,640.      468,840.      MT  (+/- 180 meters Scaled)
 PT0632
 PT0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ628313(NAD 83)
 PT0632
 PT0632                          SUPERSEDED SURVEY CONTROL
 PT0632
 PT0632  NGVD 29 (??/??/92)  679.978  (m)         2230.89   (f) ADJ UNCH    2 0
 PT0632
 PT0632.Superseded values are not recommended for survey control.
 PT0632
 PT0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0632.See file dsdata.pdf to determine how the superseded data were derived.
 PT0632
 PT0632_MARKER: DB = BENCH MARK DISK
 PT0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0632_STAMPING: N 373 1962
 PT0632_MARK LOGO: CGS
 PT0632_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0632+STABILITY: SURFACE MOTION
 PT0632
 PT0632  HISTORY     - Date     Condition        Report By
 PT0632  HISTORY     - 1962     MONUMENTED       CGS
 PT0632
 PT0632                          STATION DESCRIPTION
 PT0632
 PT0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0632'10.6 MI SE FROM HOWES.
 PT0632'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0632'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0632'34 AND 73, THENCE 10.0 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0632'WAS FORMERLY HIGHWAY 34 AND 73, 31 FEET NORTHEAST OF THE CENTERLINE
 PT0632'OF THE ROAD, 2 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A
 PT0632'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PT0632'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0710 ***********************************************************************
 PT0710  DESIGNATION -  N 374
 PT0710  PID         -  PT0710
 PT0710  STATE/COUNTY-  SD/HAAKON
 PT0710  COUNTRY     -  US
 PT0710  USGS QUAD   -  POST RANCH (2017)
 PT0710
 PT0710                         *CURRENT SURVEY CONTROL
 PT0710  ______________________________________________________________________
 PT0710* NAD 83(1986) POSITION- 44 17 56.     (N) 101 54 27.     (W)   SCALED
 PT0710* NAVD 88 ORTHO HEIGHT -   783.279 (meters)     2569.81  (feet) ADJUSTED
 PT0710  ______________________________________________________________________
 PT0710  GEOID HEIGHT    -        -20.204 (meters)                     GEOID18
 PT0710  DYNAMIC HEIGHT  -        783.060 (meters)     2569.09  (feet) COMP
 PT0710  MODELED GRAVITY -    980,312.6   (mgal)                       NAVD 88
 PT0710
 PT0710  VERT ORDER      -  SECOND    CLASS 0
 PT0710
 PT0710.The horizontal coordinates were scaled from a map and have
 PT0710.an estimated accuracy of +/- 6 seconds.
 PT0710
 PT0710.The orthometric height was determined by differential leveling and
 PT0710.adjusted by the NATIONAL GEODETIC SURVEY
 PT0710.in June 1991.
 PT0710
 PT0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0710.GEOID18 height accuracy estimate available here.
 PT0710
 PT0710.Click photographs - Photos may exist for this station.
 PT0710
 PT0710.The dynamic height is computed by dividing the NAVD 88
 PT0710.geopotential number by the normal gravity value computed on the
 PT0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0710.degrees latitude (g = 980.6199 gals.).
 PT0710
 PT0710.The modeled gravity was interpolated from observed gravity values.
 PT0710
 PT0710;                    North         East    Units  Estimated Accuracy
 PT0710;SPC SD S     -   219,560.      474,390.      MT  (+/- 180 meters Scaled)
 PT0710
 PT0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ680091(NAD 83)
 PT0710
 PT0710                          SUPERSEDED SURVEY CONTROL
 PT0710
 PT0710  NGVD 29 (??/??/92)  782.814  (m)         2568.28   (f) ADJ UNCH    2 0
 PT0710
 PT0710.Superseded values are not recommended for survey control.
 PT0710
 PT0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0710.See file dsdata.pdf to determine how the superseded data were derived.
 PT0710
 PT0710_MARKER: DB = BENCH MARK DISK
 PT0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0710_STAMPING: N 374 1962
 PT0710_MARK LOGO: CGS
 PT0710_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0710+STABILITY: SURFACE MOTION
 PT0710
 PT0710  HISTORY     - Date     Condition        Report By
 PT0710  HISTORY     - 1962     MONUMENTED       CGS
 PT0710
 PT0710                          STATION DESCRIPTION
 PT0710
 PT0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0710'3.5 MI NW FROM HILLAND.
 PT0710'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0710'AND CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0710'ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, IN SECTION
 PT0710'14, T 4 N, R 18 E, 38 FEET NORTH OF THE CENTER LINE OF THE
 PT0710'ROAD, 36 FEET WEST OF A FENCE, 27 FEET WEST OF THE CENTER OF
 PT0710'A WIRE GATE, 2 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A METAL
 PT0710'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 PT0710'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0385 ***********************************************************************
 PU0385  DESIGNATION -  N 375
 PU0385  PID         -  PU0385
 PU0385  STATE/COUNTY-  SD/PENNINGTON
 PU0385  COUNTRY     -  US
 PU0385  USGS QUAD   -  PEDRO (2017)
 PU0385
 PU0385                         *CURRENT SURVEY CONTROL
 PU0385  ______________________________________________________________________
 PU0385* NAD 83(1986) POSITION- 44 28 51.     (N) 102 02 56.     (W)   SCALED
 PU0385* NAVD 88 ORTHO HEIGHT -   592.062 (meters)     1942.46  (feet) ADJUSTED
 PU0385  ______________________________________________________________________
 PU0385  GEOID HEIGHT    -        -19.890 (meters)                     GEOID18
 PU0385  DYNAMIC HEIGHT  -        591.927 (meters)     1942.01  (feet) COMP
 PU0385  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 PU0385
 PU0385  VERT ORDER      -  SECOND    CLASS 0
 PU0385
 PU0385.The horizontal coordinates were scaled from a map and have
 PU0385.an estimated accuracy of +/- 6 seconds.
 PU0385
 PU0385.The orthometric height was determined by differential leveling and
 PU0385.adjusted by the NATIONAL GEODETIC SURVEY
 PU0385.in June 1991.
 PU0385
 PU0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0385.GEOID18 height accuracy estimate available here.
 PU0385
 PU0385.Click photographs - Photos may exist for this station.
 PU0385
 PU0385.The dynamic height is computed by dividing the NAVD 88
 PU0385.geopotential number by the normal gravity value computed on the
 PU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0385.degrees latitude (g = 980.6199 gals.).
 PU0385
 PU0385.The modeled gravity was interpolated from observed gravity values.
 PU0385
 PU0385;                    North         East    Units  Estimated Accuracy
 PU0385;SPC SD S     -   239,990.      463,530.      MT  (+/- 180 meters Scaled)
 PU0385
 PU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK346295(NAD 83)
 PU0385
 PU0385                          SUPERSEDED SURVEY CONTROL
 PU0385
 PU0385  NGVD 29 (??/??/92)  591.618  (m)         1941.00   (f) ADJ UNCH    2 0
 PU0385
 PU0385.Superseded values are not recommended for survey control.
 PU0385
 PU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0385.See file dsdata.pdf to determine how the superseded data were derived.
 PU0385
 PU0385_MARKER: DB = BENCH MARK DISK
 PU0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0385_STAMPING: N 375 1962
 PU0385_MARK LOGO: CGS
 PU0385_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0385+STABILITY: SURFACE MOTION
 PU0385
 PU0385  HISTORY     - Date     Condition        Report By
 PU0385  HISTORY     - 1962     MONUMENTED       CGS
 PU0385
 PU0385                          STATION DESCRIPTION
 PU0385
 PU0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0385'6.6 MI NE FROM PEDRO.
 PU0385'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0385'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0385'5.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 10,
 PU0385'T 6 N, R 17 E, AT THE FOOT OF A LONG HILL, 18 FEET SOUTH OF THE
 PU0385'CENTER OF A WIRE GATE, 1 1/2 FEET WEST OF A FENCE, 1.4 FEET
 PU0385'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU0385'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0024 ***********************************************************************
 PV0024  DESIGNATION -  N 376
 PV0024  PID         -  PV0024
 PV0024  STATE/COUNTY-  SD/LAWRENCE
 PV0024  COUNTRY     -  US
 PV0024  USGS QUAD   -  BEULAH (2017)
 PV0024
 PV0024                         *CURRENT SURVEY CONTROL
 PV0024  ______________________________________________________________________
 PV0024* NAD 83(1986) POSITION- 44 32 36.     (N) 104 03 21.     (W)   SCALED
 PV0024* NAVD 88 ORTHO HEIGHT -  1076.667 (meters)     3532.37  (feet) ADJUSTED
 PV0024  ______________________________________________________________________
 PV0024  GEOID HEIGHT    -        -14.444 (meters)                     GEOID18
 PV0024  DYNAMIC HEIGHT  -       1076.323 (meters)     3531.24  (feet) COMP
 PV0024  MODELED GRAVITY -    980,261.2   (mgal)                       NAVD 88
 PV0024
 PV0024  VERT ORDER      -  FIRST     CLASS II
 PV0024
 PV0024.The horizontal coordinates were scaled from a map and have
 PV0024.an estimated accuracy of +/- 6 seconds.
 PV0024
 PV0024.The orthometric height was determined by differential leveling and
 PV0024.adjusted by the NATIONAL GEODETIC SURVEY
 PV0024.in September 1993.
 PV0024
 PV0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0024.GEOID18 height accuracy estimate available here.
 PV0024
 PV0024.Click photographs - Photos may exist for this station.
 PV0024
 PV0024.The dynamic height is computed by dividing the NAVD 88
 PV0024.geopotential number by the normal gravity value computed on the
 PV0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0024.degrees latitude (g = 980.6199 gals.).
 PV0024
 PV0024.The modeled gravity was interpolated from observed gravity values.
 PV0024
 PV0024;                    North         East    Units  Estimated Accuracy
 PV0024;SPC SD N     -    86,970.      277,820.      MT  (+/- 180 meters Scaled)
 PV0024
 PV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK750326(NAD 83)
 PV0024
 PV0024                          SUPERSEDED SURVEY CONTROL
 PV0024
 PV0024  NAVD 88 (06/15/91) 1076.663  (m)         3532.35   (f) SUPERSEDED  1 2
 PV0024  NGVD 29 (??/??/92) 1076.127  (m)         3530.59   (f) ADJ UNCH    1 2
 PV0024
 PV0024.Superseded values are not recommended for survey control.
 PV0024
 PV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0024.See file dsdata.pdf to determine how the superseded data were derived.
 PV0024
 PV0024_MARKER: DB = BENCH MARK DISK
 PV0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PV0024_SP_SET: HEADWALL
 PV0024_STAMPING: N 376 1962
 PV0024_MARK LOGO: CGS
 PV0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0024+STABILITY: SURFACE MOTION
 PV0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0024+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 PV0024
 PV0024  HISTORY     - Date     Condition        Report By
 PV0024  HISTORY     - 1962     MONUMENTED       CGS
 PV0024  HISTORY     - 19910815 GOOD             NGS
 PV0024  HISTORY     - 20120306 GOOD             INDIV
 PV0024
 PV0024                          STATION DESCRIPTION
 PV0024
 PV0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0024'1.8 MI E FROM BEULAH.
 PV0024'0.3 MILE EAST ALONG OLD HIGHWAY 14 FROM THE ROYAL CLUB AT BEULAH,
 PV0024'WYOMING, THENCE 1.5 MILE EAST ALONG U.S. HIGHWAY 14, AT THE
 PV0024'WYOMING-SOUTH DAKOTA STATE LINE, SET IN THE SOUTH END OF THE
 PV0024'EAST HEADWALL OF A 4 FOOT BY 8 FOOT CULVERT UNDER THE HIGHWAY,
 PV0024'61 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET EAST
 PV0024'OF THE CENTERLINE OF A SIDE ROAD, ABOUT LEVEL WITH THE HIGHWAY,
 PV0024'A DISK DRILLED IN HORIZONTAL.
 PV0024
 PV0024                          STATION RECOVERY (1991)
 PV0024
 PV0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0024'2.8 KM (1.75 MI) WESTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0024'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, WYOMING, AT THE SOUTH
 PV0024'DAKOTA-WYOMING STATE LINE, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE
 PV0024'SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER AN
 PV0024'ABANDONED ROAD, 18.2 M (59.7 FT) SOUTH OF THE CENTERLINE OF THE
 PV0024'HIGHWAY, 4.4 M (14.4 FT) SOUTH OF A WITNESS POST AND FENCE, 4.3 M
 PV0024'(14.1 FT) SOUTHEAST OF A FENCE CORNER, AND 0.3 M (1.0 FT) BELOW THE
 PV0024'LEVEL OF THE HIGHWAY.
 PV0024
 PV0024                          STATION RECOVERY (2012)
 PV0024
 PV0024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2013 ***********************************************************************
 PU2013  DESIGNATION -  N 377
 PU2013  PID         -  PU2013
 PU2013  STATE/COUNTY-  SD/BUTTE
 PU2013  COUNTRY     -  US
 PU2013  USGS QUAD   -  FRUITDALE (2017)
 PU2013
 PU2013                         *CURRENT SURVEY CONTROL
 PU2013  ______________________________________________________________________
 PU2013* NAD 83(1986) POSITION- 44 38 52.     (N) 103 41 18.     (W)   SCALED
 PU2013* NAVD 88 ORTHO HEIGHT -   894.142 (meters)     2933.53  (feet) ADJUSTED
 PU2013  ______________________________________________________________________
 PU2013  GEOID HEIGHT    -        -15.588 (meters)                     GEOID18
 PU2013  DYNAMIC HEIGHT  -        893.901 (meters)     2932.74  (feet) COMP
 PU2013  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 PU2013
 PU2013  VERT ORDER      -  SECOND    CLASS 0
 PU2013
 PU2013.The horizontal coordinates were scaled from a map and have
 PU2013.an estimated accuracy of +/- 6 seconds.
 PU2013
 PU2013.The orthometric height was determined by differential leveling and
 PU2013.adjusted by the NATIONAL GEODETIC SURVEY
 PU2013.in June 1991.
 PU2013
 PU2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2013.GEOID18 height accuracy estimate available here.
 PU2013
 PU2013.Click photographs - Photos may exist for this station.
 PU2013
 PU2013.The dynamic height is computed by dividing the NAVD 88
 PU2013.geopotential number by the normal gravity value computed on the
 PU2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2013.degrees latitude (g = 980.6199 gals.).
 PU2013
 PU2013.The modeled gravity was interpolated from observed gravity values.
 PU2013
 PU2013;                    North         East    Units  Estimated Accuracy
 PU2013;SPC SD N     -    97,170.      307,520.      MT  (+/- 180 meters Scaled)
 PU2013
 PU2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK040446(NAD 83)
 PU2013
 PU2013                          SUPERSEDED SURVEY CONTROL
 PU2013
 PU2013  NGVD 29 (??/??/92)  893.658  (m)         2931.94   (f) ADJ UNCH    2 0
 PU2013
 PU2013.Superseded values are not recommended for survey control.
 PU2013
 PU2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2013.See file dsdata.pdf to determine how the superseded data were derived.
 PU2013
 PU2013_MARKER: DB = BENCH MARK DISK
 PU2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2013_STAMPING: N 377 1962
 PU2013_MARK LOGO: CGS
 PU2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2013+STABILITY: SURFACE MOTION
 PU2013
 PU2013  HISTORY     - Date     Condition        Report By
 PU2013  HISTORY     - 1962     MONUMENTED       CGS
 PU2013
 PU2013                          STATION DESCRIPTION
 PU2013
 PU2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2013'2.2 MI SE FROM FRUITDALE.
 PU2013'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2013'FRUITDALE, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, 54 FEET
 PU2013'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 PU2013'SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 46 FEET
 PU2013'WEST OF THE CENTER LINE OF THE ROAD SOUTH, 8 1/2 FEET WEST OF
 PU2013'TELEPHONE POLE 8 WITH A GUY WIRE, 2 FEET NORTH OF A FENCE, 1.5
 PU2013'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PU2013'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PU2013'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0460 ***********************************************************************
 PU0460  DESIGNATION -  N 378
 PU0460  PID         -  PU0460
 PU0460  STATE/COUNTY-  SD/PENNINGTON
 PU0460  COUNTRY     -  US
 PU0460  USGS QUAD   -  CREIGHTON (2017)
 PU0460
 PU0460                         *CURRENT SURVEY CONTROL
 PU0460  ______________________________________________________________________
 PU0460* NAD 83(1986) POSITION- 44 20 04.     (N) 102 11 54.     (W)   SCALED
 PU0460* NAVD 88 ORTHO HEIGHT -   793.181 (meters)     2602.29  (feet) ADJUSTED
 PU0460  ______________________________________________________________________
 PU0460  GEOID HEIGHT    -        -19.399 (meters)                     GEOID18
 PU0460  DYNAMIC HEIGHT  -        792.963 (meters)     2601.58  (feet) COMP
 PU0460  MODELED GRAVITY -    980,317.7   (mgal)                       NAVD 88
 PU0460
 PU0460  VERT ORDER      -  SECOND    CLASS 0
 PU0460
 PU0460.The horizontal coordinates were scaled from a map and have
 PU0460.an estimated accuracy of +/- 6 seconds.
 PU0460
 PU0460.The orthometric height was determined by differential leveling and
 PU0460.adjusted by the NATIONAL GEODETIC SURVEY
 PU0460.in June 1991.
 PU0460
 PU0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0460.GEOID18 height accuracy estimate available here.
 PU0460
 PU0460.Click photographs - Photos may exist for this station.
 PU0460
 PU0460.The dynamic height is computed by dividing the NAVD 88
 PU0460.geopotential number by the normal gravity value computed on the
 PU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0460.degrees latitude (g = 980.6199 gals.).
 PU0460
 PU0460.The modeled gravity was interpolated from observed gravity values.
 PU0460
 PU0460;                    North         East    Units  Estimated Accuracy
 PU0460;SPC SD S     -   223,990.      451,270.      MT  (+/- 180 meters Scaled)
 PU0460
 PU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK233128(NAD 83)
 PU0460
 PU0460                          SUPERSEDED SURVEY CONTROL
 PU0460
 PU0460  NGVD 29 (??/??/92)  792.718  (m)         2600.78   (f) ADJ UNCH    2 0
 PU0460
 PU0460.Superseded values are not recommended for survey control.
 PU0460
 PU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0460.See file dsdata.pdf to determine how the superseded data were derived.
 PU0460
 PU0460_MARKER: DB = BENCH MARK DISK
 PU0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0460_STAMPING: N 378 1962
 PU0460_MARK LOGO: CGS
 PU0460_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0460+STABILITY: SURFACE MOTION
 PU0460
 PU0460  HISTORY     - Date     Condition        Report By
 PU0460  HISTORY     - 1962     MONUMENTED       CGS
 PU0460
 PU0460                          STATION DESCRIPTION
 PU0460
 PU0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0460'6.8 MI N FROM CREIGHTON.
 PU0460'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0460'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0460'GRAVELED ROAD, THENCE 3.75 MILES NORTH ALONG A GRAVELED ROAD, 0.1
 PU0460'MILE SOUTH-SOUTHEAST OF A LONE TREE, IN SECTION 4, T 4 N, R 16
 PU0460'E, AT THE NORTH END OF A CURVE IN THE ROAD, 55 FEET WEST OF THE
 PU0460'CENTER LINE OF THE ROAD, 12 FEET NORTH OF A POWER POLE BRACED BY A
 PU0460'GUY WIRE, 1.7 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A METAL
 PU0460'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0460'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0581 ***********************************************************************
 PU0581  DESIGNATION -  N 379
 PU0581  PID         -  PU0581
 PU0581  STATE/COUNTY-  SD/PENNINGTON
 PU0581  COUNTRY     -  US
 PU0581  USGS QUAD   -  HORSE TOOTH (2017)
 PU0581
 PU0581                         *CURRENT SURVEY CONTROL
 PU0581  ______________________________________________________________________
 PU0581* NAD 83(1986) POSITION- 44 11 03.     (N) 102 02 54.     (W)   SCALED
 PU0581* NAVD 88 ORTHO HEIGHT -   809.553 (meters)     2656.01  (feet) ADJUSTED
 PU0581  ______________________________________________________________________
 PU0581  GEOID HEIGHT    -        -19.713 (meters)                     GEOID18
 PU0581  DYNAMIC HEIGHT  -        809.321 (meters)     2655.25  (feet) COMP
 PU0581  MODELED GRAVITY -    980,303.6   (mgal)                       NAVD 88
 PU0581
 PU0581  VERT ORDER      -  SECOND    CLASS 0
 PU0581
 PU0581.The horizontal coordinates were scaled from a map and have
 PU0581.an estimated accuracy of +/- 6 seconds.
 PU0581
 PU0581.The orthometric height was determined by differential leveling and
 PU0581.adjusted by the NATIONAL GEODETIC SURVEY
 PU0581.in June 1991.
 PU0581
 PU0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0581.GEOID18 height accuracy estimate available here.
 PU0581
 PU0581.Click photographs - Photos may exist for this station.
 PU0581
 PU0581.The dynamic height is computed by dividing the NAVD 88
 PU0581.geopotential number by the normal gravity value computed on the
 PU0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0581.degrees latitude (g = 980.6199 gals.).
 PU0581
 PU0581.The modeled gravity was interpolated from observed gravity values.
 PU0581
 PU0581;                    North         East    Units  Estimated Accuracy
 PU0581;SPC SD S     -   207,030.      462,890.      MT  (+/- 180 meters Scaled)
 PU0581
 PU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ359965(NAD 83)
 PU0581
 PU0581                          SUPERSEDED SURVEY CONTROL
 PU0581
 PU0581  NGVD 29 (??/??/92)  809.096  (m)         2654.51   (f) ADJ UNCH    2 0
 PU0581
 PU0581.Superseded values are not recommended for survey control.
 PU0581
 PU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0581.See file dsdata.pdf to determine how the superseded data were derived.
 PU0581
 PU0581_MARKER: DB = BENCH MARK DISK
 PU0581_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU0581+WITH SETTING: PAVEMENT
 PU0581_SP_SET: BASE
 PU0581_STAMPING: N 379 1962
 PU0581_MARK LOGO: CGS
 PU0581_PROJECTION: FLUSH
 PU0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0581+STABILITY: SURFACE MOTION
 PU0581
 PU0581  HISTORY     - Date     Condition        Report By
 PU0581  HISTORY     - 1962     MONUMENTED       CGS
 PU0581
 PU0581                          STATION DESCRIPTION
 PU0581
 PU0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0581'18 MI NE FROM QUINN.
 PU0581'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0581'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0581'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.05 MILES EAST
 PU0581'ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A GRAVELED
 PU0581'ROAD, 189 FEET WEST OF THE CENTER LINE OF THE ROAD, 156 FEET
 PU0581'WEST OF A FENCE, 113 YARDS SOUTHEAST OF A 7 N 1961, AND SET IN
 PU0581'THE TOP OF THE EAST SIDE OF THE CONCRETE BASE OF AN 18-INCH
 PU0581'CYLINDER WHICH PROJECTS 4 FEET AND IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0163 ***********************************************************************
 OS0163  DESIGNATION -  N 38
 OS0163  PID         -  OS0163
 OS0163  STATE/COUNTY-  SD/TODD
 OS0163  COUNTRY     -  US
 OS0163  USGS QUAD   -  OLSONVILLE (2017)
 OS0163
 OS0163                         *CURRENT SURVEY CONTROL
 OS0163  ______________________________________________________________________
 OS0163* NAD 83(1986) POSITION- 43 10 21.     (N) 100 36 53.     (W)   SCALED
 OS0163* NAVD 88 ORTHO HEIGHT -   848.840 (meters)     2784.90  (feet) ADJUSTED
 OS0163  ______________________________________________________________________
 OS0163  GEOID HEIGHT    -        -22.796 (meters)                     GEOID18
 OS0163  DYNAMIC HEIGHT  -        848.495 (meters)     2783.77  (feet) COMP
 OS0163  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 OS0163
 OS0163  VERT ORDER      -  FIRST     CLASS II
 OS0163
 OS0163.The horizontal coordinates were scaled from a map and have
 OS0163.an estimated accuracy of +/- 6 seconds.
 OS0163
 OS0163.The orthometric height was determined by differential leveling and
 OS0163.adjusted by the NATIONAL GEODETIC SURVEY
 OS0163.in June 1991.
 OS0163
 OS0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0163.GEOID18 height accuracy estimate available here.
 OS0163
 OS0163.Click photographs - Photos may exist for this station.
 OS0163
 OS0163.The dynamic height is computed by dividing the NAVD 88
 OS0163.geopotential number by the normal gravity value computed on the
 OS0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0163.degrees latitude (g = 980.6199 gals.).
 OS0163
 OS0163.The modeled gravity was interpolated from observed gravity values.
 OS0163
 OS0163;                    North         East    Units  Estimated Accuracy
 OS0163;SPC SD S     -    93,260.      577,120.      MT  (+/- 180 meters Scaled)
 OS0163
 OS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN687812(NAD 83)
 OS0163
 OS0163                          SUPERSEDED SURVEY CONTROL
 OS0163
 OS0163  NGVD 29 (??/??/92)  848.488  (m)         2783.75   (f) ADJ UNCH    1 2
 OS0163
 OS0163.Superseded values are not recommended for survey control.
 OS0163
 OS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0163.See file dsdata.pdf to determine how the superseded data were derived.
 OS0163
 OS0163_MARKER: DB = BENCH MARK DISK
 OS0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0163_STAMPING: N 38 1933
 OS0163_MARK LOGO: CGS
 OS0163_PROJECTION: FLUSH
 OS0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0163+STABILITY: SURFACE MOTION
 OS0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0163+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0163
 OS0163  HISTORY     - Date     Condition        Report By
 OS0163  HISTORY     - 1933     MONUMENTED       CGS
 OS0163  HISTORY     - 1941     GOOD             CGS
 OS0163  HISTORY     - 19920722 GOOD             NGS
 OS0163
 OS0163                          STATION DESCRIPTION
 OS0163
 OS0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0163'11.1 MI S FROM MISSION.
 OS0163'ABOUT 11.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MISSION,
 OS0163'TODD COUNTY, AT THE NORTHWEST CORNER OF THE BRISTOW SCHOOL
 OS0163'YARD, ABOUT 100 YARDS NORTHWEST OF THE SCHOOL BUILDING,
 OS0163'55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 28 FEET
 OS0163'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED N 38 1933 AND SET
 OS0163'IN THE TOP OF A CONCRETE POST.
 OS0163
 OS0163                          STATION RECOVERY (1941)
 OS0163
 OS0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OS0163'RECOVERED IN GOOD CONDITION.
 OS0163
 OS0163                          STATION RECOVERY (1992)
 OS0163
 OS0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0163'16.5 KM (10.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0163'OF U.S. HIGHWAY 18 IN MISSION, THENCE 0.4 WESTERLY ALONG A DIRT
 OS0163'ROAD, 26.1 M (85.6 FT) WEST-SOUTHWEST OF A BRACED FENCE POST, 18.2 M
 OS0163'(59.7 FT) SOUTH OF THE CENTER OF THE ROAD, 8.4 M (27.6 FT) SOUTH OF A
 OS0163'WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OS0163'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0519 ***********************************************************************
 PU0519  DESIGNATION -  N 380
 PU0519  PID         -  PU0519
 PU0519  STATE/COUNTY-  SD/PENNINGTON
 PU0519  COUNTRY     -  US
 PU0519  USGS QUAD   -  WASTA NE (2017)
 PU0519
 PU0519                         *CURRENT SURVEY CONTROL
 PU0519  ______________________________________________________________________
 PU0519* NAD 83(1986) POSITION- 44 10 46.     (N) 102 18 02.     (W)   SCALED
 PU0519* NAVD 88 ORTHO HEIGHT -   862.013 (meters)     2828.12  (feet) ADJUSTED
 PU0519  ______________________________________________________________________
 PU0519  GEOID HEIGHT    -        -18.979 (meters)                     GEOID18
 PU0519  DYNAMIC HEIGHT  -        861.769 (meters)     2827.32  (feet) COMP
 PU0519  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 PU0519
 PU0519  VERT ORDER      -  SECOND    CLASS 0
 PU0519
 PU0519.The horizontal coordinates were scaled from a map and have
 PU0519.an estimated accuracy of +/- 6 seconds.
 PU0519
 PU0519.The orthometric height was determined by differential leveling and
 PU0519.adjusted by the NATIONAL GEODETIC SURVEY
 PU0519.in June 1991.
 PU0519
 PU0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0519.GEOID18 height accuracy estimate available here.
 PU0519
 PU0519.Click photographs - Photos may exist for this station.
 PU0519
 PU0519.The dynamic height is computed by dividing the NAVD 88
 PU0519.geopotential number by the normal gravity value computed on the
 PU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0519.degrees latitude (g = 980.6199 gals.).
 PU0519
 PU0519.The modeled gravity was interpolated from observed gravity values.
 PU0519
 PU0519;                    North         East    Units  Estimated Accuracy
 PU0519;SPC SD S     -   206,960.      442,720.      MT  (+/- 180 meters Scaled)
 PU0519
 PU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ157953(NAD 83)
 PU0519
 PU0519                          SUPERSEDED SURVEY CONTROL
 PU0519
 PU0519  NGVD 29 (??/??/92)  861.559  (m)         2826.63   (f) ADJ UNCH    2 0
 PU0519
 PU0519.Superseded values are not recommended for survey control.
 PU0519
 PU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0519.See file dsdata.pdf to determine how the superseded data were derived.
 PU0519
 PU0519_MARKER: DB = BENCH MARK DISK
 PU0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0519_STAMPING: N 380 1962
 PU0519_MARK LOGO: CGS
 PU0519_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0519+STABILITY: SURFACE MOTION
 PU0519
 PU0519  HISTORY     - Date     Condition        Report By
 PU0519  HISTORY     - 1962     MONUMENTED       CGS
 PU0519
 PU0519                          STATION DESCRIPTION
 PU0519
 PU0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0519'11 MI SW FROM CREIGHTON.
 PU0519'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0519'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG A
 PU0519'GRAVELED ROAD TO A CURVE, THENCE 2.7 MILES NORTH WEST ALONG A
 PU0519'GRAVELED ROAD, IN SECTION 34 T 3 N R 15 E, 0.3 MILES EAST-NORTHEAST
 PU0519'OF WHERE ROAD DROPS DOWN HILL, 247 FEET SOUTHEAST OF THE CENTER
 PU0519'LINE OF LONG CURVE IN THE ROAD, 277 FEET WEST OF A NORTH-SOUTH
 PU0519'FENCE LINE, 191 FEET WEST-NORTHWEST OF A LONE CEDAR TREE,
 PU0519'1 FOOT NORTH OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST,
 PU0519'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0519'POST WHICH PROJECTS 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0346 ***********************************************************************
 PU0346  DESIGNATION -  N 381
 PU0346  PID         -  PU0346
 PU0346  STATE/COUNTY-  SD/PENNINGTON
 PU0346  COUNTRY     -  US
 PU0346  USGS QUAD   -  WASTA (2017)
 PU0346
 PU0346                         *CURRENT SURVEY CONTROL
 PU0346  ______________________________________________________________________
 PU0346* NAD 83(1986) POSITION- 44 00 31.     (N) 102 23 15.     (W)   SCALED
 PU0346* NAVD 88 ORTHO HEIGHT -   844.886 (meters)     2771.93  (feet) ADJUSTED
 PU0346  ______________________________________________________________________
 PU0346  GEOID HEIGHT    -        -18.577 (meters)                     GEOID18
 PU0346  DYNAMIC HEIGHT  -        844.635 (meters)     2771.11  (feet) COMP
 PU0346  MODELED GRAVITY -    980,292.1   (mgal)                       NAVD 88
 PU0346
 PU0346  VERT ORDER      -  SECOND    CLASS 0
 PU0346
 PU0346.The horizontal coordinates were scaled from a map and have
 PU0346.an estimated accuracy of +/- 6 seconds.
 PU0346
 PU0346.The orthometric height was determined by differential leveling and
 PU0346.adjusted by the NATIONAL GEODETIC SURVEY
 PU0346.in June 1991.
 PU0346
 PU0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0346.GEOID18 height accuracy estimate available here.
 PU0346
 PU0346.Click photographs - Photos may exist for this station.
 PU0346
 PU0346.The dynamic height is computed by dividing the NAVD 88
 PU0346.geopotential number by the normal gravity value computed on the
 PU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0346.degrees latitude (g = 980.6199 gals.).
 PU0346
 PU0346.The modeled gravity was interpolated from observed gravity values.
 PU0346
 PU0346;                    North         East    Units  Estimated Accuracy
 PU0346;SPC SD S     -   188,150.      435,300.      MT  (+/- 180 meters Scaled)
 PU0346
 PU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ094761(NAD 83)
 PU0346
 PU0346                          SUPERSEDED SURVEY CONTROL
 PU0346
 PU0346  NGVD 29 (??/??/92)  844.440  (m)         2770.47   (f) ADJ UNCH    2 0
 PU0346
 PU0346.Superseded values are not recommended for survey control.
 PU0346
 PU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0346.See file dsdata.pdf to determine how the superseded data were derived.
 PU0346
 PU0346_MARKER: DB = BENCH MARK DISK
 PU0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0346_STAMPING: N 381 1962
 PU0346_MARK LOGO: CGS
 PU0346_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0346+STABILITY: SURFACE MOTION
 PU0346
 PU0346  HISTORY     - Date     Condition        Report By
 PU0346  HISTORY     - 1962     MONUMENTED       CGS
 PU0346
 PU0346                          STATION DESCRIPTION
 PU0346
 PU0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0346'9 MI SE FROM WASTA.
 PU0346'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0346'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 PU0346'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 1.7 MILES
 PU0346'SOUTH-SOUTHWEST ALONG A PARTIALLY GRAVELED AND GRADED ROAD, IN
 PU0346'THE NORTHWEST CORNER OF SECTION 36 T 1 N R 14 E, 130 FEET
 PU0346'NORTH-NORTHWEST OF THE CENTER LINE OF A CURVE WITH TANGENT
 PU0346'TO THE SOUTH, 185 FEET SOUTHWEST OF A POWER POLE WITH LINE
 PU0346'CROSSING OVER THE ROAD, 31 FEET SOUTH OF A FENCE, 2 FEET
 PU0346'EAST OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, AND
 PU0346'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0481 ***********************************************************************
 OS0481  DESIGNATION -  N 382
 OS0481  PID         -  OS0481
 OS0481  STATE/COUNTY-  SD/JACKSON
 OS0481  COUNTRY     -  US
 OS0481  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0481
 OS0481                         *CURRENT SURVEY CONTROL
 OS0481  ______________________________________________________________________
 OS0481* NAD 83(1986) POSITION- 43 46 01.     (N) 101 56 43.     (W)   SCALED
 OS0481* NAVD 88 ORTHO HEIGHT -   799.436 (meters)     2622.82  (feet) ADJUSTED
 OS0481  ______________________________________________________________________
 OS0481  GEOID HEIGHT    -        -20.010 (meters)                     GEOID18
 OS0481  DYNAMIC HEIGHT  -        799.180 (meters)     2621.98  (feet) COMP
 OS0481  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 OS0481
 OS0481  VERT ORDER      -  FIRST     CLASS II
 OS0481
 OS0481.The horizontal coordinates were scaled from a map and have
 OS0481.an estimated accuracy of +/- 6 seconds.
 OS0481
 OS0481.The orthometric height was determined by differential leveling and
 OS0481.adjusted by the NATIONAL GEODETIC SURVEY
 OS0481.in June 1991.
 OS0481
 OS0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0481.GEOID18 height accuracy estimate available here.
 OS0481
 OS0481.Click photographs - Photos may exist for this station.
 OS0481
 OS0481.The dynamic height is computed by dividing the NAVD 88
 OS0481.geopotential number by the normal gravity value computed on the
 OS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0481.degrees latitude (g = 980.6199 gals.).
 OS0481
 OS0481.The modeled gravity was interpolated from observed gravity values.
 OS0481
 OS0481;                    North         East    Units  Estimated Accuracy
 OS0481;SPC SD S     -   160,520.      470,230.      MT  (+/- 180 meters Scaled)
 OS0481
 OS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP629502(NAD 83)
 OS0481
 OS0481                          SUPERSEDED SURVEY CONTROL
 OS0481
 OS0481  NGVD 29 (??/??/92)  798.982  (m)         2621.33   (f) ADJ UNCH    1 2
 OS0481
 OS0481.Superseded values are not recommended for survey control.
 OS0481
 OS0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0481.See file dsdata.pdf to determine how the superseded data were derived.
 OS0481
 OS0481_MARKER: DB = BENCH MARK DISK
 OS0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0481_SP_SET: HEADWALL
 OS0481_STAMPING: N 382 1962
 OS0481_MARK LOGO: CGS
 OS0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0481+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0481
 OS0481  HISTORY     - Date     Condition        Report By
 OS0481  HISTORY     - 1962     MONUMENTED       CGS
 OS0481  HISTORY     - 1985     GOOD             NGS
 OS0481  HISTORY     - 20130116 GOOD             INDIV
 OS0481
 OS0481                          STATION DESCRIPTION
 OS0481
 OS0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0481'2.2 MI N FROM CEDAR PASS.
 OS0481'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0481'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 0.6 MILE
 OS0481'NORTHWEST ALONG A GRAVELED ROAD, 20 FEET SOUTHWEST OF THE CENTER
 OS0481'LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 OS0481'AND CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF A LARGE BOX
 OS0481'TYPE CONCRETE CULVERT.
 OS0481
 OS0481                          STATION RECOVERY (1985)
 OS0481
 OS0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0481'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0481'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0481'HIGHWAY 44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG STATE
 OS0481'HIGHWAY 240, THENCE 0.95 KM (0.6 MI) NORTHWEST ALONG A DIRT ROAD, IN
 OS0481'THE TOP CENTER OF THE WEST HEADWALL FOR A 7- BY 7-FOOT BOX CULVERT, AT
 OS0481'THE NORTH END OF A CURVE IN THE ROAD, 6.1 METERS (20 FT) WEST OF THE
 OS0481'CENTER OF THE ROAD.
 OS0481'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OS0481
 OS0481                          STATION RECOVERY (2013)
 OS0481
 OS0481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0723 ***********************************************************************
 PT0723  DESIGNATION -  N 383
 PT0723  PID         -  PT0723
 PT0723  STATE/COUNTY-  SD/HAAKON
 PT0723  COUNTRY     -  US
 PT0723  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0723
 PT0723                         *CURRENT SURVEY CONTROL
 PT0723  ______________________________________________________________________
 PT0723* NAD 83(1986) POSITION- 44 11 00.     (N) 101 41 16.     (W)   SCALED
 PT0723* NAVD 88 ORTHO HEIGHT -   753.432 (meters)     2471.88  (feet) ADJUSTED
 PT0723  ______________________________________________________________________
 PT0723  GEOID HEIGHT    -        -20.955 (meters)                     GEOID18
 PT0723  DYNAMIC HEIGHT  -        753.219 (meters)     2471.19  (feet) COMP
 PT0723  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 PT0723
 PT0723  VERT ORDER      -  SECOND    CLASS 0
 PT0723
 PT0723.The horizontal coordinates were scaled from a map and have
 PT0723.an estimated accuracy of +/- 6 seconds.
 PT0723
 PT0723.The orthometric height was determined by differential leveling and
 PT0723.adjusted by the NATIONAL GEODETIC SURVEY
 PT0723.in June 1991.
 PT0723
 PT0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0723.GEOID18 height accuracy estimate available here.
 PT0723
 PT0723.Click photographs - Photos may exist for this station.
 PT0723
 PT0723.The dynamic height is computed by dividing the NAVD 88
 PT0723.geopotential number by the normal gravity value computed on the
 PT0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0723.degrees latitude (g = 980.6199 gals.).
 PT0723
 PT0723.The modeled gravity was interpolated from observed gravity values.
 PT0723
 PT0723;                    North         East    Units  Estimated Accuracy
 PT0723;SPC SD S     -   206,410.      491,710.      MT  (+/- 180 meters Scaled)
 PT0723
 PT0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP851957(NAD 83)
 PT0723
 PT0723                          SUPERSEDED SURVEY CONTROL
 PT0723
 PT0723  NGVD 29 (??/??/92)  752.973  (m)         2470.38   (f) ADJ UNCH    2 0
 PT0723
 PT0723.Superseded values are not recommended for survey control.
 PT0723
 PT0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0723.See file dsdata.pdf to determine how the superseded data were derived.
 PT0723
 PT0723_MARKER: DB = BENCH MARK DISK
 PT0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0723_STAMPING: N 383 1962
 PT0723_MARK LOGO: CGS
 PT0723_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0723+STABILITY: SURFACE MOTION
 PT0723
 PT0723  HISTORY     - Date     Condition        Report By
 PT0723  HISTORY     - 1962     MONUMENTED       CGS
 PT0723
 PT0723                          STATION DESCRIPTION
 PT0723
 PT0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0723'11 MI N FROM PHILIP.
 PT0723'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0723'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 1.0 MILE
 PT0723'WEST ALONG A GRAVELED ROAD, IN SECTION 27, T 3 N, R 20 E, AT
 PT0723'A ROAD INTERSECTION 158 FEET NORTH OF THE CENTER LINE OF THE
 PT0723'ROAD, 34 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 PT0723'134 FEET SOUTH OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE,
 PT0723'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PT0723'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0775 ***********************************************************************
 PT0775  DESIGNATION -  N 384
 PT0775  PID         -  PT0775
 PT0775  STATE/COUNTY-  SD/HAAKON
 PT0775  COUNTRY     -  US
 PT0775  USGS QUAD   -  PHILIP (2017)
 PT0775
 PT0775                         *CURRENT SURVEY CONTROL
 PT0775  ______________________________________________________________________
 PT0775* NAD 83(1986) POSITION- 44 02 18.     (N) 101 44 51.     (W)   SCALED
 PT0775* NAVD 88 ORTHO HEIGHT -   715.262 (meters)     2346.66  (feet) ADJUSTED
 PT0775  ______________________________________________________________________
 PT0775  GEOID HEIGHT    -        -20.797 (meters)                     GEOID18
 PT0775  DYNAMIC HEIGHT  -        715.055 (meters)     2345.98  (feet) COMP
 PT0775  MODELED GRAVITY -    980,306.6   (mgal)                       NAVD 88
 PT0775
 PT0775  VERT ORDER      -  SECOND    CLASS 0
 PT0775
 PT0775.The horizontal coordinates were scaled from a map and have
 PT0775.an estimated accuracy of +/- 6 seconds.
 PT0775
 PT0775.The orthometric height was determined by differential leveling and
 PT0775.adjusted by the NATIONAL GEODETIC SURVEY
 PT0775.in June 1991.
 PT0775
 PT0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0775.GEOID18 height accuracy estimate available here.
 PT0775
 PT0775.Click photographs - Photos may exist for this station.
 PT0775
 PT0775.The dynamic height is computed by dividing the NAVD 88
 PT0775.geopotential number by the normal gravity value computed on the
 PT0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0775.degrees latitude (g = 980.6199 gals.).
 PT0775
 PT0775.The modeled gravity was interpolated from observed gravity values.
 PT0775
 PT0775;                    North         East    Units  Estimated Accuracy
 PT0775;SPC SD S     -   190,380.      486,660.      MT  (+/- 180 meters Scaled)
 PT0775
 PT0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP798798(NAD 83)
 PT0775
 PT0775                          SUPERSEDED SURVEY CONTROL
 PT0775
 PT0775  NGVD 29 (??/??/92)  714.814  (m)         2345.19   (f) ADJ UNCH    2 0
 PT0775
 PT0775.Superseded values are not recommended for survey control.
 PT0775
 PT0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0775.See file dsdata.pdf to determine how the superseded data were derived.
 PT0775
 PT0775_MARKER: DB = BENCH MARK DISK
 PT0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0775_STAMPING: N 384 1962
 PT0775_MARK LOGO: CGS
 PT0775_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0775+STABILITY: SURFACE MOTION
 PT0775
 PT0775  HISTORY     - Date     Condition        Report By
 PT0775  HISTORY     - 1962     MONUMENTED       CGS
 PT0775
 PT0775                          STATION DESCRIPTION
 PT0775
 PT0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0775'5.3 MI W FROM PHILIP.
 PT0775'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0775'NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0775'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0775'HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0775'0.9 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, IN
 PT0775'SECTION 18, T 1 N, R 20 E, 80 FEET NORTH OF THE CENTER LINE OF
 PT0775'THE ROAD, 37 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH,
 PT0775'47 FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE,
 PT0775'1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PT0775'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0598 ***********************************************************************
 OS0598  DESIGNATION -  N 385
 OS0598  PID         -  OS0598
 OS0598  STATE/COUNTY-  SD/JACKSON
 OS0598  COUNTRY     -  US
 OS0598  USGS QUAD   -  COTTONWOOD (2017)
 OS0598
 OS0598                         *CURRENT SURVEY CONTROL
 OS0598  ______________________________________________________________________
 OS0598* NAD 83(1986) POSITION- 43 58 21.     (N) 101 58 55.     (W)   SCALED
 OS0598* NAVD 88 ORTHO HEIGHT -   755.539 (meters)     2478.80  (feet) ADJUSTED
 OS0598  ______________________________________________________________________
 OS0598  GEOID HEIGHT    -        -19.921 (meters)                     GEOID18
 OS0598  DYNAMIC HEIGHT  -        755.313 (meters)     2478.06  (feet) COMP
 OS0598  MODELED GRAVITY -    980,295.1   (mgal)                       NAVD 88
 OS0598
 OS0598  VERT ORDER      -  SECOND    CLASS 0
 OS0598
 OS0598.The horizontal coordinates were scaled from a map and have
 OS0598.an estimated accuracy of +/- 6 seconds.
 OS0598
 OS0598.The orthometric height was determined by differential leveling and
 OS0598.adjusted by the NATIONAL GEODETIC SURVEY
 OS0598.in June 1991.
 OS0598
 OS0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0598.GEOID18 height accuracy estimate available here.
 OS0598
 OS0598.Click photographs - Photos may exist for this station.
 OS0598
 OS0598.The dynamic height is computed by dividing the NAVD 88
 OS0598.geopotential number by the normal gravity value computed on the
 OS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0598.degrees latitude (g = 980.6199 gals.).
 OS0598
 OS0598.The modeled gravity was interpolated from observed gravity values.
 OS0598
 OS0598;                    North         East    Units  Estimated Accuracy
 OS0598;SPC SD S     -   183,410.      467,730.      MT  (+/- 180 meters Scaled)
 OS0598
 OS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP608731(NAD 83)
 OS0598
 OS0598                          SUPERSEDED SURVEY CONTROL
 OS0598
 OS0598  NGVD 29 (??/??/92)  755.089  (m)         2477.32   (f) ADJ UNCH    2 0
 OS0598
 OS0598.Superseded values are not recommended for survey control.
 OS0598
 OS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0598.See file dsdata.pdf to determine how the superseded data were derived.
 OS0598
 OS0598_MARKER: DB = BENCH MARK DISK
 OS0598_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0598_SP_SET: CULVERT HEADWALL
 OS0598_STAMPING: N 385 1962
 OS0598_MARK LOGO: CGS
 OS0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0598+STABILITY: SURFACE MOTION
 OS0598
 OS0598  HISTORY     - Date     Condition        Report By
 OS0598  HISTORY     - 1962     MONUMENTED       CGS
 OS0598
 OS0598                          STATION DESCRIPTION
 OS0598
 OS0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0598'4.4 MI W FROM COTTONWOOD.
 OS0598'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0598'COTTONWOOD, THENCE 4.2 MILES WEST ALONG U.S. HIGHWAY 14, 0.2 MILE
 OS0598'WEST OF A NORTH-SOUTH ROAD JUNCTION IN SECTION 8, T 1 S, R 18 E,
 OS0598'27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE
 OS0598'TOP OF THE EAST END OF THE SOUTH HEADWALL OF A LARGE CONCRETE
 OS0598'BOX CULVERT ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0585 ***********************************************************************
 OS0585  DESIGNATION -  N 386
 OS0585  PID         -  OS0585
 OS0585  STATE/COUNTY-  SD/JACKSON
 OS0585  COUNTRY     -  US
 OS0585  USGS QUAD   -  COTTONWOOD (2017)
 OS0585
 OS0585                         *CURRENT SURVEY CONTROL
 OS0585  ______________________________________________________________________
 OS0585* NAD 83(1986) POSITION- 43 57 56.     (N) 101 55 31.     (W)   SCALED
 OS0585* NAVD 88 ORTHO HEIGHT -   738.984 (meters)     2424.48  (feet) ADJUSTED
 OS0585  ______________________________________________________________________
 OS0585  GEOID HEIGHT    -        -20.131 (meters)                     GEOID18
 OS0585  DYNAMIC HEIGHT  -        738.760 (meters)     2423.75  (feet) COMP
 OS0585  MODELED GRAVITY -    980,290.6   (mgal)                       NAVD 88
 OS0585
 OS0585  VERT ORDER      -  SECOND    CLASS 0
 OS0585
 OS0585.The horizontal coordinates were scaled from a map and have
 OS0585.an estimated accuracy of +/- 6 seconds.
 OS0585
 OS0585.The orthometric height was determined by differential leveling and
 OS0585.adjusted by the NATIONAL GEODETIC SURVEY
 OS0585.in June 1991.
 OS0585
 OS0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0585.GEOID18 height accuracy estimate available here.
 OS0585
 OS0585.Click photographs - Photos may exist for this station.
 OS0585
 OS0585.The dynamic height is computed by dividing the NAVD 88
 OS0585.geopotential number by the normal gravity value computed on the
 OS0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0585.degrees latitude (g = 980.6199 gals.).
 OS0585
 OS0585.The modeled gravity was interpolated from observed gravity values.
 OS0585
 OS0585;                    North         East    Units  Estimated Accuracy
 OS0585;SPC SD S     -   182,550.      472,260.      MT  (+/- 180 meters Scaled)
 OS0585
 OS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP653722(NAD 83)
 OS0585
 OS0585                          SUPERSEDED SURVEY CONTROL
 OS0585
 OS0585  NGVD 29 (??/??/92)  738.531  (m)         2423.00   (f) ADJ UNCH    2 0
 OS0585
 OS0585.Superseded values are not recommended for survey control.
 OS0585
 OS0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0585.See file dsdata.pdf to determine how the superseded data were derived.
 OS0585
 OS0585_MARKER: DB = BENCH MARK DISK
 OS0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0585_STAMPING: N 386 1962
 OS0585_MARK LOGO: CGS
 OS0585_PROJECTION: PROJECTING 122 CENTIMETERS
 OS0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0585+STABILITY: SURFACE MOTION
 OS0585
 OS0585  HISTORY     - Date     Condition        Report By
 OS0585  HISTORY     - 1962     MONUMENTED       CGS
 OS0585
 OS0585                          STATION DESCRIPTION
 OS0585
 OS0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0585'1.4 MI W FROM COTTONWOOD.
 OS0585'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0585'COTTONWOOD, THENCE 1.15 MILES WEST ALONG U.S. HIGHWAY 14 AT THE
 OS0585'Y JUNCTION OF THE OLD AND NEW HIGHWAY IN SECTION 14, T1S,
 OS0585'R18E, 49 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 102
 OS0585'FEET SOUTH OF THE CENTER LINE OF THE NEW HIGHWAY, 14 FEET SOUTH
 OS0585'OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A NORTH-SOUTH FENCE, 13
 OS0585'FEET SOUTH OF A EAST-WEST FENCE, 0.3 FEET NORTHWEST OF THE
 OS0585'CONCRETE CYLINDER, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 OS0585'BASE OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0426 ***********************************************************************
 OS0426  DESIGNATION -  N 387
 OS0426  PID         -  OS0426
 OS0426  STATE/COUNTY-  SD/JACKSON
 OS0426  COUNTRY     -  US
 OS0426  USGS QUAD   -  KADOKA NE (2017)
 OS0426
 OS0426                         *CURRENT SURVEY CONTROL
 OS0426  ______________________________________________________________________
 OS0426* NAD 83(1986) POSITION- 43 56 14.     (N) 101 36 10.     (W)   SCALED
 OS0426* NAVD 88 ORTHO HEIGHT -   743.121 (meters)     2438.06  (feet) ADJUSTED
 OS0426  ______________________________________________________________________
 OS0426  GEOID HEIGHT    -        -21.309 (meters)                     GEOID18
 OS0426  DYNAMIC HEIGHT  -        742.890 (meters)     2437.30  (feet) COMP
 OS0426  MODELED GRAVITY -    980,283.4   (mgal)                       NAVD 88
 OS0426
 OS0426  VERT ORDER      -  SECOND    CLASS 0
 OS0426
 OS0426.The horizontal coordinates were scaled from a map and have
 OS0426.an estimated accuracy of +/- 6 seconds.
 OS0426
 OS0426.The orthometric height was determined by differential leveling and
 OS0426.adjusted by the NATIONAL GEODETIC SURVEY
 OS0426.in June 1991.
 OS0426
 OS0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0426.GEOID18 height accuracy estimate available here.
 OS0426
 OS0426.Click photographs - Photos may exist for this station.
 OS0426
 OS0426.The dynamic height is computed by dividing the NAVD 88
 OS0426.geopotential number by the normal gravity value computed on the
 OS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0426.degrees latitude (g = 980.6199 gals.).
 OS0426
 OS0426.The modeled gravity was interpolated from observed gravity values.
 OS0426
 OS0426;                    North         East    Units  Estimated Accuracy
 OS0426;SPC SD S     -   178,960.      498,090.      MT  (+/- 180 meters Scaled)
 OS0426
 OS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP911681(NAD 83)
 OS0426
 OS0426                          SUPERSEDED SURVEY CONTROL
 OS0426
 OS0426  NGVD 29 (??/??/92)  742.663  (m)         2436.55   (f) ADJ UNCH    2 0
 OS0426
 OS0426.Superseded values are not recommended for survey control.
 OS0426
 OS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0426.See file dsdata.pdf to determine how the superseded data were derived.
 OS0426
 OS0426_MARKER: DB = BENCH MARK DISK
 OS0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0426_STAMPING: N 387 1962
 OS0426_MARK LOGO: CGS
 OS0426_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0426_ROD/PIPE-DEPTH: 4.9 meters
 OS0426
 OS0426  HISTORY     - Date     Condition        Report By
 OS0426  HISTORY     - 1962     MONUMENTED       CGS
 OS0426
 OS0426                          STATION DESCRIPTION
 OS0426
 OS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0426'10.4 MI SE FROM PHILIP.
 OS0426'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0426'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 3.0 MILES
 OS0426'EAST ALONG A GRAVELED ROAD, 28 FEET NORTH OF THE CENTER LINE OF
 OS0426'THE ROAD, 36 FEET EAST OF A NORTH-SOUTH SECTION LINE FENCE, 1 FOOT
 OS0426'SOUTH OF A FENCE, IN SECTION 22, T 1 S, 21 E, 1.1 FEET WEST OF
 OS0426'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 OS0426'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 OS0426'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0361 ***********************************************************************
 PU0361  DESIGNATION -  N 388
 PU0361  PID         -  PU0361
 PU0361  STATE/COUNTY-  SD/PENNINGTON
 PU0361  COUNTRY     -  US
 PU0361  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0361
 PU0361                         *CURRENT SURVEY CONTROL
 PU0361  ______________________________________________________________________
 PU0361* NAD 83(1986) POSITION- 44 03 08.     (N) 102 04 05.     (W)   SCALED
 PU0361* NAVD 88 ORTHO HEIGHT -   834.053 (meters)     2736.39  (feet) ADJUSTED
 PU0361  ______________________________________________________________________
 PU0361  GEOID HEIGHT    -        -19.602 (meters)                     GEOID18
 PU0361  DYNAMIC HEIGHT  -        833.808 (meters)     2735.59  (feet) COMP
 PU0361  MODELED GRAVITY -    980,297.3   (mgal)                       NAVD 88
 PU0361
 PU0361  VERT ORDER      -  SECOND    CLASS 0
 PU0361
 PU0361.The horizontal coordinates were scaled from a map and have
 PU0361.an estimated accuracy of +/- 6 seconds.
 PU0361
 PU0361.The orthometric height was determined by differential leveling and
 PU0361.adjusted by the NATIONAL GEODETIC SURVEY
 PU0361.in June 1991.
 PU0361
 PU0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0361.GEOID18 height accuracy estimate available here.
 PU0361
 PU0361.Click photographs - Photos may exist for this station.
 PU0361
 PU0361.The dynamic height is computed by dividing the NAVD 88
 PU0361.geopotential number by the normal gravity value computed on the
 PU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0361.degrees latitude (g = 980.6199 gals.).
 PU0361
 PU0361.The modeled gravity was interpolated from observed gravity values.
 PU0361
 PU0361;                    North         East    Units  Estimated Accuracy
 PU0361;SPC SD S     -   192,410.      461,010.      MT  (+/- 180 meters Scaled)
 PU0361
 PU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ348818(NAD 83)
 PU0361
 PU0361                          SUPERSEDED SURVEY CONTROL
 PU0361
 PU0361  NGVD 29 (??/??/92)  833.602  (m)         2734.91   (f) ADJ UNCH    2 0
 PU0361
 PU0361.Superseded values are not recommended for survey control.
 PU0361
 PU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0361.See file dsdata.pdf to determine how the superseded data were derived.
 PU0361
 PU0361_MARKER: DB = BENCH MARK DISK
 PU0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0361_STAMPING: N 388 1962
 PU0361_MARK LOGO: CGS
 PU0361_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0361+STABILITY: SURFACE MOTION
 PU0361
 PU0361  HISTORY     - Date     Condition        Report By
 PU0361  HISTORY     - 1962     MONUMENTED       CGS
 PU0361
 PU0361                          STATION DESCRIPTION
 PU0361
 PU0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0361'9.4 MI NE FROM QUINN.
 PU0361'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0361'QUINN, THENCE 3.4 MILES ALONG U.S. HIGHWAY 14, THENCE 5.85 MILES
 PU0361'NORTH ALONG A GRAVELED ROAD, 87 FEET SOUTHWEST OF THE CENTER
 PU0361'LINE OF THE JUNCTION WITH A TRAIL ROAD LEADING WEST, 76 FEET
 PU0361'WEST OF THE CENTER LINE OF THE ROAD, 41 1/2 FEET WEST OF A CORNER
 PU0361'FENCE POST, 40 FEET WEST OF A TELEPHONE POLE, 39 FEET SOUTH OF
 PU0361'THE CENTER LINE OF A TRAIL ROAD, 2 FEET NORTH OF A FENCE, 1.5
 PU0361'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW
 PU0361'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0361'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0546 ***********************************************************************
 OS0546  DESIGNATION -  N 389
 OS0546  PID         -  OS0546
 OS0546  STATE/COUNTY-  SD/JACKSON
 OS0546  COUNTRY     -  US
 OS0546  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0546
 OS0546                         *CURRENT SURVEY CONTROL
 OS0546  ______________________________________________________________________
 OS0546* NAD 83(1986) POSITION- 43 50 07.     (N) 101 53 30.     (W)   SCALED
 OS0546* NAVD 88 ORTHO HEIGHT -   762.433 (meters)     2501.42  (feet) ADJUSTED
 OS0546  ______________________________________________________________________
 OS0546  GEOID HEIGHT    -        -20.207 (meters)                     GEOID18
 OS0546  DYNAMIC HEIGHT  -        762.190 (meters)     2500.62  (feet) COMP
 OS0546  MODELED GRAVITY -    980,275.7   (mgal)                       NAVD 88
 OS0546
 OS0546  VERT ORDER      -  SECOND    CLASS 0
 OS0546
 OS0546.The horizontal coordinates were scaled from a map and have
 OS0546.an estimated accuracy of +/- 6 seconds.
 OS0546
 OS0546.The orthometric height was determined by differential leveling and
 OS0546.adjusted by the NATIONAL GEODETIC SURVEY
 OS0546.in June 1991.
 OS0546
 OS0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0546.GEOID18 height accuracy estimate available here.
 OS0546
 OS0546.Click photographs - Photos may exist for this station.
 OS0546
 OS0546.The dynamic height is computed by dividing the NAVD 88
 OS0546.geopotential number by the normal gravity value computed on the
 OS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0546.degrees latitude (g = 980.6199 gals.).
 OS0546
 OS0546.The modeled gravity was interpolated from observed gravity values.
 OS0546
 OS0546;                    North         East    Units  Estimated Accuracy
 OS0546;SPC SD S     -   168,030.      474,690.      MT  (+/- 180 meters Scaled)
 OS0546
 OS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP675576(NAD 83)
 OS0546
 OS0546                          SUPERSEDED SURVEY CONTROL
 OS0546
 OS0546  NGVD 29 (??/??/92)  761.989  (m)         2499.96   (f) ADJ UNCH    2 0
 OS0546
 OS0546.Superseded values are not recommended for survey control.
 OS0546
 OS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0546.See file dsdata.pdf to determine how the superseded data were derived.
 OS0546
 OS0546_MARKER: DB = BENCH MARK DISK
 OS0546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OS0546_SP_SET: PILLAR
 OS0546_STAMPING: N 389 1962
 OS0546_MARK LOGO: CGS
 OS0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0546
 OS0546  HISTORY     - Date     Condition        Report By
 OS0546  HISTORY     - 1962     MONUMENTED       CGS
 OS0546  HISTORY     - 1985     MARK NOT FOUND   NGS
 OS0546
 OS0546                          STATION DESCRIPTION
 OS0546
 OS0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0546'20 MI W FROM KADOKA.
 OS0546'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0546'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 19.45
 OS0546'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40, OR
 OS0546'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16A AND STATE
 OS0546'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.55
 OS0546'MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.15 MILES EAST ALONG
 OS0546'A GRADED DIRT ROAD, THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 16
 OS0546'AND STATE HIGHWAY 40, 0.2 MILE EAST OF THE CACTUS FLATS EXIT
 OS0546'OVERPASS, 37 FEET SOUTH OF THE SOUTH LANE OF U.S. HIGHWAY 16 AND
 OS0546'INTERSTATE HIGHWAY 90, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND
 OS0546'AND ABOUT LEVEL WITH THE HIGHWAY, AND SET VERTICALLY IN THE EAST
 OS0546'FACE OF THE MOST SOUTHERLY ONE OF THREE CONCRETE PILLARS.
 OS0546
 OS0546                          STATION RECOVERY (1985)
 OS0546
 OS0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0546'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0081 ***********************************************************************
 PU0081  DESIGNATION -  N 390
 PU0081  PID         -  PU0081
 PU0081  STATE/COUNTY-  SD/MEADE
 PU0081  COUNTRY     -  US
 PU0081  USGS QUAD   -  AVANCE (2017)
 PU0081
 PU0081                         *CURRENT SURVEY CONTROL
 PU0081  ______________________________________________________________________
 PU0081* NAD 83(1986) POSITION- 44 56 10.     (N) 102 13 41.     (W)   SCALED
 PU0081* NAVD 88 ORTHO HEIGHT -   774.133 (meters)     2539.80  (feet) ADJUSTED
 PU0081  ______________________________________________________________________
 PU0081  GEOID HEIGHT    -        -19.075 (meters)                     GEOID18
 PU0081  DYNAMIC HEIGHT  -        773.969 (meters)     2539.26  (feet) COMP
 PU0081  MODELED GRAVITY -    980,379.8   (mgal)                       NAVD 88
 PU0081
 PU0081  VERT ORDER      -  SECOND    CLASS 0
 PU0081
 PU0081.The horizontal coordinates were scaled from a map and have
 PU0081.an estimated accuracy of +/- 6 seconds.
 PU0081
 PU0081.The orthometric height was determined by differential leveling and
 PU0081.adjusted by the NATIONAL GEODETIC SURVEY
 PU0081.in June 1991.
 PU0081
 PU0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0081.GEOID18 height accuracy estimate available here.
 PU0081
 PU0081.Click photographs - Photos may exist for this station.
 PU0081
 PU0081.The dynamic height is computed by dividing the NAVD 88
 PU0081.geopotential number by the normal gravity value computed on the
 PU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0081.degrees latitude (g = 980.6199 gals.).
 PU0081
 PU0081.The modeled gravity was interpolated from observed gravity values.
 PU0081
 PU0081;                    North         East    Units  Estimated Accuracy
 PU0081;SPC SD N     -   124,960.      424,160.      MT  (+/- 180 meters Scaled)
 PU0081
 PU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK187795(NAD 83)
 PU0081
 PU0081                          SUPERSEDED SURVEY CONTROL
 PU0081
 PU0081  NGVD 29 (??/??/92)  773.671  (m)         2538.29   (f) ADJ UNCH    2 0
 PU0081
 PU0081.Superseded values are not recommended for survey control.
 PU0081
 PU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0081.See file dsdata.pdf to determine how the superseded data were derived.
 PU0081
 PU0081_MARKER: DB = BENCH MARK DISK
 PU0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0081_STAMPING: N 390 1963
 PU0081_MARK LOGO: CGS
 PU0081_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0081_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0081_ROD/PIPE-DEPTH: 4.0 meters
 PU0081
 PU0081  HISTORY     - Date     Condition        Report By
 PU0081  HISTORY     - 1963     MONUMENTED       CGS
 PU0081
 PU0081                          STATION DESCRIPTION
 PU0081
 PU0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0081'15.4 MI SW FROM FAITH.
 PU0081'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0081'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 6.0
 PU0081'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 PU0081'A GRAVELED ROAD, OR 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE
 PU0081'STORE AND POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A
 PU0081'GRAVELED ROAD, THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD,
 PU0081'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 PU0081'ALONG A GRAVELED ROAD, IN SECTION 6, T 11 N, R 16 E, 49 FEET
 PU0081'NORTH OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF A POWER
 PU0081'POLE, 13 FEET EAST OF THE CENTER OF A WIRE GATE AND TRAIL ROAD
 PU0081'LEADING NORTH, 1 1/2 FEET SOUTH OF A FENCE, 1.2 FEET WEST OF A
 PU0081'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 PU0081'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 PU0081'13 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0121 ***********************************************************************
 PU0121  DESIGNATION -  N 391
 PU0121  PID         -  PU0121
 PU0121  STATE/COUNTY-  SD/MEADE
 PU0121  COUNTRY     -  US
 PU0121  USGS QUAD   -  MARCUS (2017)
 PU0121
 PU0121                         *CURRENT SURVEY CONTROL
 PU0121  ______________________________________________________________________
 PU0121* NAD 83(1986) POSITION- 44 42 15.     (N) 102 17 20.     (W)   SCALED
 PU0121* NAVD 88 ORTHO HEIGHT -   788.007 (meters)     2585.32  (feet) ADJUSTED
 PU0121  ______________________________________________________________________
 PU0121  GEOID HEIGHT    -        -19.112 (meters)                     GEOID18
 PU0121  DYNAMIC HEIGHT  -        787.820 (meters)     2584.71  (feet) COMP
 PU0121  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 PU0121
 PU0121  VERT ORDER      -  SECOND    CLASS 0
 PU0121
 PU0121.The horizontal coordinates were scaled from a map and have
 PU0121.an estimated accuracy of +/- 6 seconds.
 PU0121
 PU0121.The orthometric height was determined by differential leveling and
 PU0121.adjusted by the NATIONAL GEODETIC SURVEY
 PU0121.in June 1991.
 PU0121
 PU0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0121.GEOID18 height accuracy estimate available here.
 PU0121
 PU0121.Click photographs - Photos may exist for this station.
 PU0121
 PU0121.The dynamic height is computed by dividing the NAVD 88
 PU0121.geopotential number by the normal gravity value computed on the
 PU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0121.degrees latitude (g = 980.6199 gals.).
 PU0121
 PU0121.The modeled gravity was interpolated from observed gravity values.
 PU0121
 PU0121;                    North         East    Units  Estimated Accuracy
 PU0121;SPC SD N     -    99,330.      418,630.      MT  (+/- 180 meters Scaled)
 PU0121
 PU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK147536(NAD 83)
 PU0121
 PU0121                          SUPERSEDED SURVEY CONTROL
 PU0121
 PU0121  NGVD 29 (??/??/92)  787.546  (m)         2583.81   (f) ADJ UNCH    2 0
 PU0121
 PU0121.Superseded values are not recommended for survey control.
 PU0121
 PU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0121.See file dsdata.pdf to determine how the superseded data were derived.
 PU0121
 PU0121_MARKER: DB = BENCH MARK DISK
 PU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0121_STAMPING: N 391 1963
 PU0121_MARK LOGO: CGS
 PU0121_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0121+STABILITY: SURFACE MOTION
 PU0121
 PU0121  HISTORY     - Date     Condition        Report By
 PU0121  HISTORY     - 1963     MONUMENTED       CGS
 PU0121
 PU0121                          STATION DESCRIPTION
 PU0121
 PU0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0121'3.8 MI N FROM MARCUS.
 PU0121'ABOUT 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0121'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0121'ROAD, AT INTERSECTION OF CROSS ROADS, IN SECTION 33, T 9 N,
 PU0121'R 15 E, 40 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 PU0121'ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 PU0121'6 1/2 FEET WEST OF A TELEPHONE POLE, 1.6 FEET EAST OF A METAL
 PU0121'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 PU0121'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0304 ***********************************************************************
 OT0304  DESIGNATION -  N 392
 OT0304  PID         -  OT0304
 OT0304  STATE/COUNTY-  SD/CUSTER
 OT0304  COUNTRY     -  US
 OT0304  USGS QUAD   -  HERMOSA (2017)
 OT0304
 OT0304                         *CURRENT SURVEY CONTROL
 OT0304  ______________________________________________________________________
 OT0304* NAD 83(1986) POSITION- 43 48 41.     (N) 103 12 17.     (W)   SCALED
 OT0304* NAVD 88 ORTHO HEIGHT -  1029.504 (meters)     3377.63  (feet) ADJUSTED
 OT0304  ______________________________________________________________________
 OT0304  GEOID HEIGHT    -        -16.043 (meters)                     GEOID18
 OT0304  DYNAMIC HEIGHT  -       1029.113 (meters)     3376.35  (feet) COMP
 OT0304  MODELED GRAVITY -    980,204.6   (mgal)                       NAVD 88
 OT0304
 OT0304  VERT ORDER      -  FIRST     CLASS II
 OT0304
 OT0304.The horizontal coordinates were scaled from a map and have
 OT0304.an estimated accuracy of +/- 6 seconds.
 OT0304
 OT0304.The orthometric height was determined by differential leveling and
 OT0304.adjusted by the NATIONAL GEODETIC SURVEY
 OT0304.in June 1991.
 OT0304
 OT0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0304.GEOID18 height accuracy estimate available here.
 OT0304
 OT0304.Click photographs - Photos may exist for this station.
 OT0304
 OT0304.The dynamic height is computed by dividing the NAVD 88
 OT0304.geopotential number by the normal gravity value computed on the
 OT0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0304.degrees latitude (g = 980.6199 gals.).
 OT0304
 OT0304.The modeled gravity was interpolated from observed gravity values.
 OT0304
 OT0304;                    North         East    Units  Estimated Accuracy
 OT0304;SPC SD S     -   168,190.      369,040.      MT  (+/- 180 meters Scaled)
 OT0304
 OT0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ443524(NAD 83)
 OT0304
 OT0304                          SUPERSEDED SURVEY CONTROL
 OT0304
 OT0304  NGVD 29 (??/??/92) 1029.007  (m)         3376.00   (f) ADJ UNCH    1 2
 OT0304
 OT0304.Superseded values are not recommended for survey control.
 OT0304
 OT0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0304.See file dsdata.pdf to determine how the superseded data were derived.
 OT0304
 OT0304_MARKER: DB = BENCH MARK DISK
 OT0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0304_SP_SET: STONE HEADWALL
 OT0304_STAMPING: N 392 1963
 OT0304_MARK LOGO: CGS
 OT0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0304+STABILITY: SURFACE MOTION
 OT0304
 OT0304  HISTORY     - Date     Condition        Report By
 OT0304  HISTORY     - 1963     MONUMENTED       CGS
 OT0304  HISTORY     - 1985     GOOD             NGS
 OT0304
 OT0304                          STATION DESCRIPTION
 OT0304
 OT0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0304'2 MI S FROM HERMOSA.
 OT0304'ABOUT 2.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0304'FROM THE STATION AT HERMOSA, 10 1/2 POLES SOUTH OF MILEPOST 77,
 OT0304'IN SECTION 6, T 3 S, R 8 E, 15 FEET WEST OF THE WEST RAIL, ABOUT
 OT0304'4 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF THE
 OT0304'WEST HEADWALL OF A STONE CULVERT, 109 FEET EAST OF THE CENTER LINE
 OT0304'OF STATE HIGHWAY 79.
 OT0304
 OT0304                          STATION RECOVERY (1985)
 OT0304
 OT0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0304'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 OT0304'MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 40
 OT0304'EAST AT HERMOSA, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 OT0304'SANDSTONE HEADWALL FOR A 36-INCH IRON PIPE CULVERT UNDER THE NORTH
 OT0304'WESTERN RAILROAD, 0.75 KM (0.45 MI) SOUTHWEST OF MILEPOST 59, 33.2
 OT0304'METERS (109 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.5 METERS (15
 OT0304'FT) NORTHWEST OF THE NORTHWEST RAIL AND 1.8 METERS (6 FT) BELOW THE
 OT0304'TRACKS.
 OT0304'THE MARK IS 3.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2447 ***********************************************************************
 PU2447  DESIGNATION -  N 393 RESET
 PU2447  PID         -  PU2447
 PU2447  STATE/COUNTY-  SD/MEADE
 PU2447  COUNTRY     -  US
 PU2447  USGS QUAD   -  PLAINVIEW (2017)
 PU2447
 PU2447                         *CURRENT SURVEY CONTROL
 PU2447  ______________________________________________________________________
 PU2447* NAD 83(1986) POSITION- 44 36 11.     (N) 102 09 42.     (W)   SCALED
 PU2447* NAVD 88 ORTHO HEIGHT -   737.785 (meters)     2420.55  (feet) ADJUSTED
 PU2447  ______________________________________________________________________
 PU2447  GEOID HEIGHT    -        -19.500 (meters)                     GEOID18
 PU2447  DYNAMIC HEIGHT  -        737.611 (meters)     2419.98  (feet) COMP
 PU2447  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 PU2447
 PU2447  VERT ORDER      -  FIRST     CLASS II
 PU2447
 PU2447.The horizontal coordinates were scaled from a map and have
 PU2447.an estimated accuracy of +/- 6 seconds.
 PU2447
 PU2447.The orthometric height was determined by differential leveling and
 PU2447.adjusted by the NATIONAL GEODETIC SURVEY
 PU2447.in October 1997.
 PU2447
 PU2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2447.GEOID18 height accuracy estimate available here.
 PU2447
 PU2447.Click photographs - Photos may exist for this station.
 PU2447
 PU2447.The dynamic height is computed by dividing the NAVD 88
 PU2447.geopotential number by the normal gravity value computed on the
 PU2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2447.degrees latitude (g = 980.6199 gals.).
 PU2447
 PU2447.The modeled gravity was interpolated from observed gravity values.
 PU2447
 PU2447;                    North         East    Units  Estimated Accuracy
 PU2447;SPC SD N     -    87,820.      428,410.      MT  (+/- 180 meters Scaled)
 PU2447
 PU2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK252427(NAD 83)
 PU2447
 PU2447                          SUPERSEDED SURVEY CONTROL
 PU2447
 PU2447  NGVD 29 (04/17/07)  737.30   (m)         2419.0    (f) RESET       3  
 PU2447
 PU2447.Superseded values are not recommended for survey control.
 PU2447
 PU2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2447.See file dsdata.pdf to determine how the superseded data were derived.
 PU2447
 PU2447_MARKER: DV = VERTICAL CONTROL DISK
 PU2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2447_STAMPING: N 393 RESET 1990
 PU2447_MARK LOGO: NGS
 PU2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2447+STABILITY: SURFACE MOTION
 PU2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2447+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2447
 PU2447  HISTORY     - Date     Condition        Report By
 PU2447  HISTORY     - 1990     MONUMENTED       NGS
 PU2447  HISTORY     - 19950605 GOOD             NGS
 PU2447
 PU2447                          STATION DESCRIPTION
 PU2447
 PU2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2447'AT THE PLAINVIEW SCHOOL, 21.88 KM (13.60 MI) EAST FROM WHITE OWL OR,
 PU2447'9.41 KM (5.85 MI) WEST FROM STATE HIGHWAY 73 NORTH AND HOWES STORE,
 PU2447'ALONG STATE HIGHWAY 34, THEN 22.86 M (75.00 FT) SOUTH FROM THE CENTER
 PU2447'OF 34, 50.60 M (166.01 FT) WEST FROM THE CENTER OF MEADE COUNTY ROAD
 PU2447'39, 0.3 M (1.0 FT) NORTH FROM A WITNESS POST IN THE RIGHT-OF-WAY
 PU2447'FENCE LINE.
 PU2447
 PU2447                          STATION RECOVERY (1995)
 PU2447
 PU2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2447'9.3 KM (5.75 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2447'STATE HIGHWAY 73 IN HOWES, 193.0 M (633.2 FT) EAST OF MILEPOST 107,
 PU2447'50.9 M (167.0 FT) WEST OF THE CENTER OF COUNTY ROAD 39 T, 23.3 M (76.4
 PU2447'FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 PU2447'THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.4 M (1.3 FT)
 PU2447'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2447'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0847 ***********************************************************************
 PT0847  DESIGNATION -  N 394
 PT0847  PID         -  PT0847
 PT0847  STATE/COUNTY-  SD/ZIEBACH
 PT0847  COUNTRY     -  US
 PT0847  USGS QUAD   -  HOWES (2017)
 PT0847
 PT0847                         *CURRENT SURVEY CONTROL
 PT0847  ______________________________________________________________________
 PT0847* NAD 83(1986) POSITION- 44 31 57.     (N) 102 00 00.     (W)   SCALED
 PT0847* NAVD 88 ORTHO HEIGHT -   588.033 (meters)     1929.24  (feet) ADJUSTED
 PT0847  ______________________________________________________________________
 PT0847  GEOID HEIGHT    -        -20.027 (meters)                     GEOID18
 PT0847  DYNAMIC HEIGHT  -        587.903 (meters)     1928.81  (feet) COMP
 PT0847  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 PT0847
 PT0847  VERT ORDER      -  SECOND    CLASS 0
 PT0847
 PT0847.The horizontal coordinates were scaled from a map and have
 PT0847.an estimated accuracy of +/- 6 seconds.
 PT0847
 PT0847.The orthometric height was determined by differential leveling and
 PT0847.adjusted by the NATIONAL GEODETIC SURVEY
 PT0847.in June 1991.
 PT0847
 PT0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0847.GEOID18 height accuracy estimate available here.
 PT0847
 PT0847.Click photographs - Photos may exist for this station.
 PT0847
 PT0847.The dynamic height is computed by dividing the NAVD 88
 PT0847.geopotential number by the normal gravity value computed on the
 PT0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0847.degrees latitude (g = 980.6199 gals.).
 PT0847
 PT0847.The modeled gravity was interpolated from observed gravity values.
 PT0847
 PT0847;                    North         East    Units  Estimated Accuracy
 PT0847;SPC SD N     -    79,660.      441,050.      MT  (+/- 180 meters Scaled)
 PT0847
 PT0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK383353(NAD 83)
 PT0847
 PT0847                          SUPERSEDED SURVEY CONTROL
 PT0847
 PT0847  NGVD 29 (??/??/92)  587.589  (m)         1927.78   (f) ADJ UNCH    2 0
 PT0847
 PT0847.Superseded values are not recommended for survey control.
 PT0847
 PT0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0847.See file dsdata.pdf to determine how the superseded data were derived.
 PT0847
 PT0847_MARKER: DB = BENCH MARK DISK
 PT0847_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0847_STAMPING: N 394 1963
 PT0847_MARK LOGO: CGS
 PT0847_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0847_ROD/PIPE-DEPTH: 4.6 meters
 PT0847
 PT0847  HISTORY     - Date     Condition        Report By
 PT0847  HISTORY     - 1963     MONUMENTED       CGS
 PT0847
 PT0847                          STATION DESCRIPTION
 PT0847
 PT0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PT0847'7.4 MI SE FROM HOWES.
 PT0847'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PT0847'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS
 PT0847'73 AND 34, THENCE 6.8 MILES SOUTHEAST ALONG A GRAVELED ROAD, 0.7
 PT0847'MILE NORTHWEST OF THE NORTHWEST END OF A STEEL BRIDGE OVER THE
 PT0847'CHEYENNE RIVER, 52 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PT0847'204 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A VACANT
 PT0847'CONCRETE RANCH HOUSE, 50 FEET NORTH OF THE CENTER OF A GATE,
 PT0847'1 FOOT EAST OF A FENCE, 1.8 FEET SOUTHWEST OF A METAL WITNESS
 PT0847'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PT0847'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS
 PT0847'ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2410 ***********************************************************************
 PU2410  DESIGNATION -  N 395 RESET
 PU2410  PID         -  PU2410
 PU2410  STATE/COUNTY-  SD/MEADE
 PU2410  COUNTRY     -  US
 PU2410  USGS QUAD   -  AVANCE SE (2017)
 PU2410
 PU2410                         *CURRENT SURVEY CONTROL
 PU2410  ______________________________________________________________________
 PU2410* NAD 83(1986) POSITION- 44 47 14.     (N) 102 03 19.     (W)   SCALED
 PU2410* NAVD 88 ORTHO HEIGHT -   724.210 (meters)     2376.01  (feet) ADJUSTED
 PU2410  ______________________________________________________________________
 PU2410  GEOID HEIGHT    -        -19.730 (meters)                     GEOID18
 PU2410  DYNAMIC HEIGHT  -        724.054 (meters)     2375.50  (feet) COMP
 PU2410  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 PU2410
 PU2410  VERT ORDER      -  FIRST     CLASS II
 PU2410
 PU2410.The horizontal coordinates were scaled from a map and have
 PU2410.an estimated accuracy of +/- 6 seconds.
 PU2410
 PU2410.The orthometric height was determined by differential leveling and
 PU2410.adjusted by the NATIONAL GEODETIC SURVEY
 PU2410.in July 1998.
 PU2410
 PU2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2410.GEOID18 height accuracy estimate available here.
 PU2410
 PU2410.Click photographs - Photos may exist for this station.
 PU2410
 PU2410.The dynamic height is computed by dividing the NAVD 88
 PU2410.geopotential number by the normal gravity value computed on the
 PU2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2410.degrees latitude (g = 980.6199 gals.).
 PU2410
 PU2410.The modeled gravity was interpolated from observed gravity values.
 PU2410
 PU2410;                    North         East    Units  Estimated Accuracy
 PU2410;SPC SD N     -   108,060.      437,380.      MT  (+/- 180 meters Scaled)
 PU2410
 PU2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK329635(NAD 83)
 PU2410
 PU2410                          SUPERSEDED SURVEY CONTROL
 PU2410
 PU2410  NGVD 29 (04/17/07)  723.74   (m)         2374.5    (f) RESET       3  
 PU2410
 PU2410.Superseded values are not recommended for survey control.
 PU2410
 PU2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2410.See file dsdata.pdf to determine how the superseded data were derived.
 PU2410
 PU2410_MARKER: DV = VERTICAL CONTROL DISK
 PU2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2410_STAMPING: N 395 RESET 1988
 PU2410_MARK LOGO: NGS
 PU2410_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2410+STABILITY: SURFACE MOTION
 PU2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2410+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2410
 PU2410  HISTORY     - Date     Condition        Report By
 PU2410  HISTORY     - 1988     MONUMENTED       NGS
 PU2410  HISTORY     - 19960711 GOOD             NGS
 PU2410
 PU2410                          STATION DESCRIPTION
 PU2410
 PU2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2410'19.3 KM (12.00 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2410'WITH STATE HIGHWAY 34 AT HOWES, AT AN APPROACH 10.36 M (34.0 FT)
 PU2410'NORTH FROM THE CENTER LINE EXTENDED EAST, OF THE APPROACH,
 PU2410'16.15 M (53.0 FT) EAST FROM THE CENTER OF THE NORTH END OF A STEEL
 PU2410'CULVERT UNDER THE APPROACH, 31.1 M (102.0 FT) EAST FROM THE
 PU2410'CENTER OF 73, 8.23 M (27.0 FT) EAST FROM A FENCE, 0.3 M (1.0 FT)
 PU2410'EAST FROM A WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 PU2410'IS FLUSH WITH THE SURFACE.
 PU2410
 PU2410                          STATION RECOVERY (1996)
 PU2410
 PU2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2410'19.1 KM (11.85 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2410'OF STATE HIGHWAY 34 IN HOWES, 31.8 M (104.3 FT) NORTHEAST OF MILEPOST
 PU2410'158, 31.5 M (103.3 FT) EAST OF THE HIGHWAY CENTERLINE, 13.2 M (43.3
 PU2410'FT) NORTHEAST OF THE CENTER OF A GATE, 8.7 M (28.5 FT) EAST OF A
 PU2410'WITNESS POST AND FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PU2410'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0369 ***********************************************************************
 OT0369  DESIGNATION -  N 396
 OT0369  PID         -  OT0369
 OT0369  STATE/COUNTY-  SD/FALL RIVER
 OT0369  COUNTRY     -  US
 OT0369  USGS QUAD   -  HOT SPRINGS (2017)
 OT0369
 OT0369                         *CURRENT SURVEY CONTROL
 OT0369  ______________________________________________________________________
 OT0369* NAD 83(1986) POSITION- 43 25 18.     (N) 103 27 43.     (W)   SCALED
 OT0369* NAVD 88 ORTHO HEIGHT -  1037.937 (meters)     3405.30  (feet) ADJUSTED
 OT0369  ______________________________________________________________________
 OT0369  GEOID HEIGHT    -        -15.648 (meters)                     GEOID18
 OT0369  DYNAMIC HEIGHT  -       1037.511 (meters)     3403.90  (feet) COMP
 OT0369  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 OT0369
 OT0369  VERT ORDER      -  FIRST     CLASS II
 OT0369
 OT0369.The horizontal coordinates were scaled from a map and have
 OT0369.an estimated accuracy of +/- 6 seconds.
 OT0369
 OT0369.The orthometric height was determined by differential leveling and
 OT0369.adjusted by the NATIONAL GEODETIC SURVEY
 OT0369.in June 1991.
 OT0369
 OT0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0369.GEOID18 height accuracy estimate available here.
 OT0369
 OT0369.Click photographs - Photos may exist for this station.
 OT0369
 OT0369.The dynamic height is computed by dividing the NAVD 88
 OT0369.geopotential number by the normal gravity value computed on the
 OT0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0369.degrees latitude (g = 980.6199 gals.).
 OT0369
 OT0369.The modeled gravity was interpolated from observed gravity values.
 OT0369
 OT0369;                    North         East    Units  Estimated Accuracy
 OT0369;SPC SD S     -   125,680.      346,720.      MT  (+/- 180 meters Scaled)
 OT0369
 OT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ245087(NAD 83)
 OT0369
 OT0369                          SUPERSEDED SURVEY CONTROL
 OT0369
 OT0369  NGVD 29 (??/??/92) 1037.441  (m)         3403.67   (f) ADJ UNCH    1 2
 OT0369
 OT0369.Superseded values are not recommended for survey control.
 OT0369
 OT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0369.See file dsdata.pdf to determine how the superseded data were derived.
 OT0369
 OT0369_MARKER: DB = BENCH MARK DISK
 OT0369_SETTING: 66 = SET IN ROCK OUTCROP
 OT0369_STAMPING: N 396 1963
 OT0369_MARK LOGO: CGS
 OT0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0369+STABILITY: POSITION/ELEVATION WELL
 OT0369
 OT0369  HISTORY     - Date     Condition        Report By
 OT0369  HISTORY     - 1963     MONUMENTED       CGS
 OT0369  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0369
 OT0369                          STATION DESCRIPTION
 OT0369
 OT0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0369'1 MI SE FROM HOT SPRINGS.
 OT0369'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 385 AND 18 FROM THE POST
 OT0369'OFFICE AT HOT SPRINGS, IN THE TOP OF A SANDSTONE OUTCROP ON THE
 OT0369'SLOPE OF A HILL, IN SECTION 24, T 7 S, R 5 E, 70 FEET NORTHEAST
 OT0369'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE
 OT0369'CENTER LINE OF A PRIVATE DRIVE, 72 FEET NORTHEAST OF THE CENTER
 OT0369'OF AN INTERSECTION, 2.7 FEET NORTH OF A METAL WITNESS POST, ABOUT
 OT0369'8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 OT0369'SANDSTONE ROCK OUTCROP ON THE SOUTH SLOPE OF A HILL.
 OT0369
 OT0369                          STATION RECOVERY (1985)
 OT0369
 OT0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0369'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1209 ***********************************************************************
 PU1209  DESIGNATION -  N 4 B 1
 PU1209  PID         -  PU1209
 PU1209  STATE/COUNTY-  SD/BUTTE
 PU1209  COUNTRY     -  US
 PU1209  USGS QUAD   -  VALE NE (2017)
 PU1209
 PU1209                         *CURRENT SURVEY CONTROL
 PU1209  ______________________________________________________________________
 PU1209* NAD 83(1986) POSITION- 44 43 40.     (N) 103 20 59.     (W)   SCALED
 PU1209* NAVD 88 ORTHO HEIGHT -   860.212 (meters)     2822.21  (feet) ADJUSTED
 PU1209  ______________________________________________________________________
 PU1209  GEOID HEIGHT    -        -16.521 (meters)                     GEOID18
 PU1209  DYNAMIC HEIGHT  -        859.997 (meters)     2821.51  (feet) COMP
 PU1209  MODELED GRAVITY -    980,338.5   (mgal)                       NAVD 88
 PU1209
 PU1209  VERT ORDER      -  SECOND    CLASS 0
 PU1209
 PU1209.The horizontal coordinates were scaled from a map and have
 PU1209.an estimated accuracy of +/- 6 seconds.
 PU1209
 PU1209.The orthometric height was determined by differential leveling and
 PU1209.adjusted by the NATIONAL GEODETIC SURVEY
 PU1209.in June 1991.
 PU1209
 PU1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1209.GEOID18 height accuracy estimate available here.
 PU1209
 PU1209.Click photographs - Photos may exist for this station.
 PU1209
 PU1209.The dynamic height is computed by dividing the NAVD 88
 PU1209.geopotential number by the normal gravity value computed on the
 PU1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1209.degrees latitude (g = 980.6199 gals.).
 PU1209
 PU1209.The modeled gravity was interpolated from observed gravity values.
 PU1209
 PU1209;                    North         East    Units  Estimated Accuracy
 PU1209;SPC SD N     -   104,880.      334,730.      MT  (+/- 180 meters Scaled)
 PU1209
 PU1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK306540(NAD 83)
 PU1209
 PU1209                          SUPERSEDED SURVEY CONTROL
 PU1209
 PU1209  NGVD 29 (??/??/92)  859.73   (m)         2820.6    (f) COMPUTED    2 0
 PU1209
 PU1209.Superseded values are not recommended for survey control.
 PU1209
 PU1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1209.See file dsdata.pdf to determine how the superseded data were derived.
 PU1209
 PU1209_MARKER: Z = SEE DESCRIPTION
 PU1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1209_SP_SET: CONCRETE PEDESTAL
 PU1209_STAMPING: N 4 B 1
 PU1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1209
 PU1209  HISTORY     - Date     Condition        Report By
 PU1209  HISTORY     - UNK      MONUMENTED       USAF
 PU1209  HISTORY     - 1963     GOOD             CGS
 PU1209
 PU1209                          STATION DESCRIPTION
 PU1209
 PU1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1209'5 MI E FROM NEWELL.
 PU1209'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1209'AT NEWELL, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU1209'0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE WEST
 PU1209'ACROSS AN OPEN FIELD, ON THE EAST SLOPE OF A RIDGE, ABOUT 375
 PU1209'YARDS WEST OF THE GRAVELED ROAD, 15 FEET SOUTH OF A FENCE, A
 PU1209'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 PU1209'OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1208 ***********************************************************************
 PU1208  DESIGNATION -  N 4 B 2
 PU1208  PID         -  PU1208
 PU1208  STATE/COUNTY-  SD/BUTTE
 PU1208  COUNTRY     -  US
 PU1208  USGS QUAD   -  VALE NE (2017)
 PU1208
 PU1208                         *CURRENT SURVEY CONTROL
 PU1208  ______________________________________________________________________
 PU1208* NAD 83(1986) POSITION- 44 43 39.     (N) 103 20 40.     (W)   SCALED
 PU1208* NAVD 88 ORTHO HEIGHT -   855.738 (meters)     2807.53  (feet) ADJUSTED
 PU1208  ______________________________________________________________________
 PU1208  GEOID HEIGHT    -        -16.532 (meters)                     GEOID18
 PU1208  DYNAMIC HEIGHT  -        855.524 (meters)     2806.83  (feet) COMP
 PU1208  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 PU1208
 PU1208  VERT ORDER      -  SECOND    CLASS 0
 PU1208
 PU1208.The horizontal coordinates were scaled from a map and have
 PU1208.an estimated accuracy of +/- 6 seconds.
 PU1208
 PU1208.The orthometric height was determined by differential leveling and
 PU1208.adjusted by the NATIONAL GEODETIC SURVEY
 PU1208.in June 1991.
 PU1208
 PU1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1208.GEOID18 height accuracy estimate available here.
 PU1208
 PU1208.Click photographs - Photos may exist for this station.
 PU1208
 PU1208.The dynamic height is computed by dividing the NAVD 88
 PU1208.geopotential number by the normal gravity value computed on the
 PU1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1208.degrees latitude (g = 980.6199 gals.).
 PU1208
 PU1208.The modeled gravity was interpolated from observed gravity values.
 PU1208
 PU1208;                    North         East    Units  Estimated Accuracy
 PU1208;SPC SD N     -   104,830.      335,140.      MT  (+/- 180 meters Scaled)
 PU1208
 PU1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK311540(NAD 83)
 PU1208
 PU1208                          SUPERSEDED SURVEY CONTROL
 PU1208
 PU1208  NGVD 29 (??/??/92)  855.26   (m)         2806.0    (f) COMPUTED    2 0
 PU1208
 PU1208.Superseded values are not recommended for survey control.
 PU1208
 PU1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1208.See file dsdata.pdf to determine how the superseded data were derived.
 PU1208
 PU1208_MARKER: Z = SEE DESCRIPTION
 PU1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1208_SP_SET: CONCRETE PEDESTAL
 PU1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1208
 PU1208  HISTORY     - Date     Condition        Report By
 PU1208  HISTORY     - UNK      MONUMENTED       USAF
 PU1208  HISTORY     - 1963     GOOD             CGS
 PU1208
 PU1208                          STATION DESCRIPTION
 PU1208
 PU1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1208'4.8 MI E FROM NEWELL.
 PU1208'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1208'SCHOOL AT NEWELL, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD,
 PU1208'THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, IN THE EAST EDGE OF
 PU1208'AN OPEN FIELD, 50 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT
 PU1208'4 FEET BELOW THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 PU1208'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0823 ***********************************************************************
 PU0823  DESIGNATION -  N 401
 PU0823  PID         -  PU0823
 PU0823  STATE/COUNTY-  SD/MEADE
 PU0823  COUNTRY     -  US
 PU0823  USGS QUAD   -  UNION CENTER (2017)
 PU0823
 PU0823                         *CURRENT SURVEY CONTROL
 PU0823  ______________________________________________________________________
 PU0823* NAD 83(1986) POSITION- 44 36 16.     (N) 102 39 44.     (W)   SCALED
 PU0823* NAVD 88 ORTHO HEIGHT -   950.104 (meters)     3117.13  (feet) ADJUSTED
 PU0823  ______________________________________________________________________
 PU0823  GEOID HEIGHT    -        -18.130 (meters)                     GEOID18
 PU0823  DYNAMIC HEIGHT  -        949.840 (meters)     3116.27  (feet) COMP
 PU0823  MODELED GRAVITY -    980,307.0   (mgal)                       NAVD 88
 PU0823
 PU0823  VERT ORDER      -  SECOND    CLASS 0
 PU0823
 PU0823.The horizontal coordinates were scaled from a map and have
 PU0823.an estimated accuracy of +/- 6 seconds.
 PU0823
 PU0823.The orthometric height was determined by differential leveling and
 PU0823.adjusted by the NATIONAL GEODETIC SURVEY
 PU0823.in June 1991.
 PU0823
 PU0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0823.GEOID18 height accuracy estimate available here.
 PU0823
 PU0823.Click photographs - Photos may exist for this station.
 PU0823
 PU0823.The dynamic height is computed by dividing the NAVD 88
 PU0823.geopotential number by the normal gravity value computed on the
 PU0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0823.degrees latitude (g = 980.6199 gals.).
 PU0823
 PU0823.The modeled gravity was interpolated from observed gravity values.
 PU0823
 PU0823;                    North         East    Units  Estimated Accuracy
 PU0823;SPC SD N     -    89,160.      388,700.      MT  (+/- 180 meters Scaled)
 PU0823
 PU0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK855416(NAD 83)
 PU0823
 PU0823                          SUPERSEDED SURVEY CONTROL
 PU0823
 PU0823  NGVD 29 (??/??/92)  949.616  (m)         3115.53   (f) ADJ UNCH    2 0
 PU0823
 PU0823.Superseded values are not recommended for survey control.
 PU0823
 PU0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0823.See file dsdata.pdf to determine how the superseded data were derived.
 PU0823
 PU0823_MARKER: DB = BENCH MARK DISK
 PU0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0823_STAMPING: N 401 1962
 PU0823_MARK LOGO: CGS
 PU0823_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0823+STABILITY: SURFACE MOTION
 PU0823
 PU0823  HISTORY     - Date     Condition        Report By
 PU0823  HISTORY     - 1962     MONUMENTED       CGS
 PU0823
 PU0823                          STATION DESCRIPTION
 PU0823
 PU0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0823'3.1 MI N FROM UNION CENTER.
 PU0823'3.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU0823'STATE HIGHWAY 34 AT UNION CENTER, 51 FEET SOUTHWEST OF THE
 PU0823'CENTER OF THE JUNCTION OF A FARM ROAD WEST, 45 FEET WEST OF THE
 PU0823'CENTER LINE OF THE ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE
 PU0823'FARM ROAD, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 5.0 FEET EAST
 PU0823'OF A FENCE, 2.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0823'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PU0823'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0205 ***********************************************************************
 QT0205  DESIGNATION -  N 402
 QT0205  PID         -  QT0205
 QT0205  STATE/COUNTY-  SD/MEADE
 QT0205  COUNTRY     -  US
 QT0205  USGS QUAD   -  MAURINE (2017)
 QT0205
 QT0205                         *CURRENT SURVEY CONTROL
 QT0205  ______________________________________________________________________
 QT0205* NAD 83(1986) POSITION- 45 00 04.     (N) 102 32 29.     (W)   SCALED
 QT0205* NAVD 88 ORTHO HEIGHT -   886.077 (meters)     2907.07  (feet) ADJUSTED
 QT0205  ______________________________________________________________________
 QT0205  GEOID HEIGHT    -        -18.155 (meters)                     GEOID18
 QT0205  DYNAMIC HEIGHT  -        885.887 (meters)     2906.45  (feet) COMP
 QT0205  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 QT0205
 QT0205  VERT ORDER      -  SECOND    CLASS 0
 QT0205
 QT0205.The horizontal coordinates were scaled from a map and have
 QT0205.an estimated accuracy of +/- 6 seconds.
 QT0205
 QT0205.The orthometric height was determined by differential leveling and
 QT0205.adjusted by the NATIONAL GEODETIC SURVEY
 QT0205.in June 1991.
 QT0205
 QT0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0205.GEOID18 height accuracy estimate available here.
 QT0205
 QT0205.Click photographs - Photos may exist for this station.
 QT0205
 QT0205.The dynamic height is computed by dividing the NAVD 88
 QT0205.geopotential number by the normal gravity value computed on the
 QT0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0205.degrees latitude (g = 980.6199 gals.).
 QT0205
 QT0205.The modeled gravity was interpolated from observed gravity values.
 QT0205
 QT0205;                    North         East    Units  Estimated Accuracy
 QT0205;SPC SD N     -   132,910.      399,670.      MT  (+/- 180 meters Scaled)
 QT0205
 QT0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK937860(NAD 83)
 QT0205
 QT0205                          SUPERSEDED SURVEY CONTROL
 QT0205
 QT0205  NGVD 29 (??/??/92)  885.615  (m)         2905.56   (f) ADJ UNCH    2 0
 QT0205
 QT0205.Superseded values are not recommended for survey control.
 QT0205
 QT0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0205.See file dsdata.pdf to determine how the superseded data were derived.
 QT0205
 QT0205_MARKER: DB = BENCH MARK DISK
 QT0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0205_STAMPING: N 402 1962
 QT0205_MARK LOGO: CGS
 QT0205_PROJECTION: PROJECTING 18 CENTIMETERS
 QT0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0205+STABILITY: SURFACE MOTION
 QT0205
 QT0205  HISTORY     - Date     Condition        Report By
 QT0205  HISTORY     - 1962     MONUMENTED       CGS
 QT0205  HISTORY     - 1963     GOOD             CGS
 QT0205
 QT0205                          STATION DESCRIPTION
 QT0205
 QT0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0205'3.2 MI SE FROM MAURINE.
 QT0205'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0205'MAURINE, THENCE 2.55 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0205'U.S. HIGHWAY 212, ABOUT 100 FEET EAST-SOUTHEAST OF A SMALL DITCH,
 QT0205'33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTH
 QT0205'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 QT0205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0958 ***********************************************************************
 PU0958  DESIGNATION -  N 403
 PU0958  PID         -  PU0958
 PU0958  STATE/COUNTY-  SD/MEADE
 PU0958  COUNTRY     -  US
 PU0958  USGS QUAD   -  OPAL WEST (2017)
 PU0958
 PU0958                         *CURRENT SURVEY CONTROL
 PU0958  ______________________________________________________________________
 PU0958* NAD 83(1986) POSITION- 44 57 54.     (N) 102 35 36.     (W)   SCALED
 PU0958* NAVD 88 ORTHO HEIGHT -   836.195 (meters)     2743.42  (feet) ADJUSTED
 PU0958  ______________________________________________________________________
 PU0958  GEOID HEIGHT    -        -18.058 (meters)                     GEOID18
 PU0958  DYNAMIC HEIGHT  -        836.017 (meters)     2742.83  (feet) COMP
 PU0958  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 PU0958
 PU0958  VERT ORDER      -  SECOND    CLASS 0
 PU0958
 PU0958.The horizontal coordinates were scaled from a map and have
 PU0958.an estimated accuracy of +/- 6 seconds.
 PU0958
 PU0958.The orthometric height was determined by differential leveling and
 PU0958.adjusted by the NATIONAL GEODETIC SURVEY
 PU0958.in June 1991.
 PU0958
 PU0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0958.GEOID18 height accuracy estimate available here.
 PU0958
 PU0958.Click photographs - Photos may exist for this station.
 PU0958
 PU0958.The dynamic height is computed by dividing the NAVD 88
 PU0958.geopotential number by the normal gravity value computed on the
 PU0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0958.degrees latitude (g = 980.6199 gals.).
 PU0958
 PU0958.The modeled gravity was interpolated from observed gravity values.
 PU0958
 PU0958;                    North         East    Units  Estimated Accuracy
 PU0958;SPC SD N     -   129,030.      395,450.      MT  (+/- 180 meters Scaled)
 PU0958
 PU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK897818(NAD 83)
 PU0958
 PU0958                          SUPERSEDED SURVEY CONTROL
 PU0958
 PU0958  NGVD 29 (??/??/92)  835.731  (m)         2741.89   (f) ADJ UNCH    2 0
 PU0958
 PU0958.Superseded values are not recommended for survey control.
 PU0958
 PU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0958.See file dsdata.pdf to determine how the superseded data were derived.
 PU0958
 PU0958_MARKER: DB = BENCH MARK DISK
 PU0958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0958_SP_SET: CONCRETE RETAINING WALL
 PU0958_STAMPING: N 403 1962
 PU0958_MARK LOGO: CGS
 PU0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0958+STABILITY: SURFACE MOTION
 PU0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0958+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1988
 PU0958
 PU0958  HISTORY     - Date     Condition        Report By
 PU0958  HISTORY     - 1962     MONUMENTED       CGS
 PU0958  HISTORY     - 19880910 GOOD             NGS
 PU0958
 PU0958                          STATION DESCRIPTION
 PU0958
 PU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0958'4 MI S FROM MAURINE.
 PU0958'4.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MAURINE,
 PU0958'ON THE OUTSIDE OF A CURVE, IN THE TOP OF THE NORTHEAST CORNER
 PU0958'OF AN ABANDONED CONCRETE IRRIGATION FLOOD GATE HEAD WALL WHICH
 PU0958'PROJECTS 1.4 FEET ABOVE THE GROUND, 100 FEET SOUTHWEST OF THE
 PU0958'CENTER LINE OF THE ROAD, 46 FEET EAST OF A FENCE, 0.9 FOOT
 PU0958'SOUTHWEST OF A WITNESS POST, AND ABOUT 3 1/2 FEET LOWER THAN
 PU0958'THE ROAD.
 PU0958
 PU0958                          STATION RECOVERY (1988)
 PU0958
 PU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PU0958'6.4 KM (4.00 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU0958'HIGHWAY 212 IN MAURINE, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A
 PU0958'CONCRETE IRRIGATION RETAINING WALL, AT THE NORTHEAST CORNER, 0.4
 PU0958'METERS (1.4 FT) ABOVE THE GROUND, 30.5 METERS (100 FT) SOUTHWEST OF
 PU0958'THE ROAD CENTER 14 METERS (46 FT) EAST FROM A FENCE, IN THE SOUTHEAST
 PU0958'CORNER OF SECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1234 ***********************************************************************
 PU1234  DESIGNATION -  N 404
 PU1234  PID         -  PU1234
 PU1234  STATE/COUNTY-  SD/BUTTE
 PU1234  COUNTRY     -  US
 PU1234  USGS QUAD   -  VOLUNTEER NE (2017)
 PU1234
 PU1234                         *CURRENT SURVEY CONTROL
 PU1234  ______________________________________________________________________
 PU1234* NAD 83(1986) POSITION- 44 44 54.     (N) 103 05 32.     (W)   SCALED
 PU1234* NAVD 88 ORTHO HEIGHT -   870.512 (meters)     2856.00  (feet) ADJUSTED
 PU1234  ______________________________________________________________________
 PU1234  GEOID HEIGHT    -        -17.127 (meters)                     GEOID18
 PU1234  DYNAMIC HEIGHT  -        870.292 (meters)     2855.28  (feet) COMP
 PU1234  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 PU1234
 PU1234  VERT ORDER      -  SECOND    CLASS 0
 PU1234
 PU1234.The horizontal coordinates were scaled from a map and have
 PU1234.an estimated accuracy of +/- 6 seconds.
 PU1234
 PU1234.The orthometric height was determined by differential leveling and
 PU1234.adjusted by the NATIONAL GEODETIC SURVEY
 PU1234.in June 1991.
 PU1234
 PU1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1234.GEOID18 height accuracy estimate available here.
 PU1234
 PU1234.Click photographs - Photos may exist for this station.
 PU1234
 PU1234.The dynamic height is computed by dividing the NAVD 88
 PU1234.geopotential number by the normal gravity value computed on the
 PU1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1234.degrees latitude (g = 980.6199 gals.).
 PU1234
 PU1234.The modeled gravity was interpolated from observed gravity values.
 PU1234
 PU1234;                    North         East    Units  Estimated Accuracy
 PU1234;SPC SD N     -   106,350.      355,190.      MT  (+/- 180 meters Scaled)
 PU1234
 PU1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK510567(NAD 83)
 PU1234
 PU1234                          SUPERSEDED SURVEY CONTROL
 PU1234
 PU1234  NGVD 29 (??/??/92)  870.021  (m)         2854.39   (f) ADJ UNCH    2 0
 PU1234
 PU1234.Superseded values are not recommended for survey control.
 PU1234
 PU1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1234.See file dsdata.pdf to determine how the superseded data were derived.
 PU1234
 PU1234_MARKER: DB = BENCH MARK DISK
 PU1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1234_STAMPING: N 404 1962
 PU1234_MARK LOGO: CGS
 PU1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1234+STABILITY: SURFACE MOTION
 PU1234
 PU1234  HISTORY     - Date     Condition        Report By
 PU1234  HISTORY     - 1962     MONUMENTED       CGS
 PU1234
 PU1234                          STATION DESCRIPTION
 PU1234
 PU1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1234'15 MI W FROM FAIRPOINT.
 PU1234'15.05 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU1234'13.95 MILES SOUTHWEST AND 1.15 MILES EAST ALONG A GRAVEL ROAD
 PU1234'FROM THE STORE AT SULPHUR, 39 FEET SOUTH OF THE CENTER LINE OF
 PU1234'THE ROAD, 1.9 FEET NORTH OF A T-JUNCTION FENCE POST, 2.8 FEET
 PU1234'EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN
 PU1234'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0021 ***********************************************************************
 PU0021  DESIGNATION -  N 405
 PU0021  PID         -  PU0021
 PU0021  STATE/COUNTY-  SD/MEADE
 PU0021  COUNTRY     -  US
 PU0021  USGS QUAD   -  OPAL EAST (2017)
 PU0021
 PU0021                         *CURRENT SURVEY CONTROL
 PU0021  ______________________________________________________________________
 PU0021* NAD 83(1986) POSITION- 44 54 25.     (N) 102 27 05.     (W)   SCALED
 PU0021* NAVD 88 ORTHO HEIGHT -   807.823 (meters)     2650.33  (feet) ADJUSTED
 PU0021  ______________________________________________________________________
 PU0021  GEOID HEIGHT    -        -18.473 (meters)                     GEOID18
 PU0021  DYNAMIC HEIGHT  -        807.647 (meters)     2649.76  (feet) COMP
 PU0021  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 PU0021
 PU0021  VERT ORDER      -  SECOND    CLASS 0
 PU0021
 PU0021.The horizontal coordinates were scaled from a map and have
 PU0021.an estimated accuracy of +/- 6 seconds.
 PU0021
 PU0021.The orthometric height was determined by differential leveling and
 PU0021.adjusted by the NATIONAL GEODETIC SURVEY
 PU0021.in June 1991.
 PU0021
 PU0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0021.GEOID18 height accuracy estimate available here.
 PU0021
 PU0021.Click photographs - Photos may exist for this station.
 PU0021
 PU0021.The dynamic height is computed by dividing the NAVD 88
 PU0021.geopotential number by the normal gravity value computed on the
 PU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0021.degrees latitude (g = 980.6199 gals.).
 PU0021
 PU0021.The modeled gravity was interpolated from observed gravity values.
 PU0021
 PU0021;                    North         East    Units  Estimated Accuracy
 PU0021;SPC SD N     -   122,230.      406,440.      MT  (+/- 180 meters Scaled)
 PU0021
 PU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK011757(NAD 83)
 PU0021
 PU0021                          SUPERSEDED SURVEY CONTROL
 PU0021
 PU0021  NGVD 29 (??/??/92)  807.363  (m)         2648.82   (f) ADJ UNCH    2 0
 PU0021
 PU0021.Superseded values are not recommended for survey control.
 PU0021
 PU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0021.See file dsdata.pdf to determine how the superseded data were derived.
 PU0021
 PU0021_MARKER: DB = BENCH MARK DISK
 PU0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0021_STAMPING: N 405 1962
 PU0021_MARK LOGO: CGS
 PU0021_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0021+STABILITY: SURFACE MOTION
 PU0021
 PU0021  HISTORY     - Date     Condition        Report By
 PU0021  HISTORY     - 1962     MONUMENTED       CGS
 PU0021  HISTORY     - 1963     GOOD             CGS
 PU0021
 PU0021                          STATION DESCRIPTION
 PU0021
 PU0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0021'2.8 MI NE FROM OPAL.
 PU0021'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0021'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0021'66 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF A
 PU0021'FENCE CORNER, 2 FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A
 PU0021'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 PU0021'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2033 ***********************************************************************
 PU2033  DESIGNATION -  N 406
 PU2033  PID         -  PU2033
 PU2033  STATE/COUNTY-  SD/LAWRENCE
 PU2033  COUNTRY     -  US
 PU2033  USGS QUAD   -  STURGIS (2017)
 PU2033
 PU2033                         *CURRENT SURVEY CONTROL
 PU2033  ______________________________________________________________________
 PU2033* NAD 83(1986) POSITION- 44 29 50.     (N) 103 36 40.     (W)   SCALED
 PU2033* NAVD 88 ORTHO HEIGHT -  1043.810 (meters)     3424.57  (feet) ADJUSTED
 PU2033  ______________________________________________________________________
 PU2033  GEOID HEIGHT    -        -15.276 (meters)                     GEOID18
 PU2033  DYNAMIC HEIGHT  -       1043.482 (meters)     3423.49  (feet) COMP
 PU2033  MODELED GRAVITY -    980,266.7   (mgal)                       NAVD 88
 PU2033
 PU2033  VERT ORDER      -  SECOND    CLASS 0
 PU2033
 PU2033.The horizontal coordinates were scaled from a map and have
 PU2033.an estimated accuracy of +/- 6 seconds.
 PU2033
 PU2033.The orthometric height was determined by differential leveling and
 PU2033.adjusted by the NATIONAL GEODETIC SURVEY
 PU2033.in June 1991.
 PU2033
 PU2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2033.GEOID18 height accuracy estimate available here.
 PU2033
 PU2033.Click photographs - Photos may exist for this station.
 PU2033
 PU2033.The dynamic height is computed by dividing the NAVD 88
 PU2033.geopotential number by the normal gravity value computed on the
 PU2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2033.degrees latitude (g = 980.6199 gals.).
 PU2033
 PU2033.The modeled gravity was interpolated from observed gravity values.
 PU2033
 PU2033;                    North         East    Units  Estimated Accuracy
 PU2033;SPC SD N     -    80,180.      312,900.      MT  (+/- 180 meters Scaled)
 PU2033
 PU2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK104280(NAD 83)
 PU2033
 PU2033                          SUPERSEDED SURVEY CONTROL
 PU2033
 PU2033  NGVD 29 (??/??/92) 1043.288  (m)         3422.85   (f) ADJ UNCH    2 0
 PU2033
 PU2033.Superseded values are not recommended for survey control.
 PU2033
 PU2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2033.See file dsdata.pdf to determine how the superseded data were derived.
 PU2033
 PU2033_MARKER: DB = BENCH MARK DISK
 PU2033_SETTING: 66 = SET IN ROCK OUTCROP
 PU2033_STAMPING: N 406 1962
 PU2033_MARK LOGO: CGS
 PU2033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2033+STABILITY: POSITION/ELEVATION WELL
 PU2033
 PU2033  HISTORY     - Date     Condition        Report By
 PU2033  HISTORY     - 1962     MONUMENTED       CGS
 PU2033
 PU2033                          STATION DESCRIPTION
 PU2033
 PU2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2033'3.4 MI NE FROM WHITEWOOD.
 PU2033'0.25 MILE NORTH ALONG A COUNTRY ROAD FROM THE CHICAGO AND
 PU2033'NORTHWESTERN RAILWAY STATION AT WHITEWOOD, THENCE 3.1 MILES
 PU2033'NORTHEAST ALONG A ROAD, ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION
 PU2033'OF A DIRT ROAD SOUTHEAST, IN THE TOP OF A LEDGE WHICH PROJECTS
 PU2033'ABOUT 2 FEET FROM THE FACE OF A SANDSTONE CUT, ABOUT 3 FEET
 PU2033'ABOVE THE GROUND AND LEVEL WITH THE ROAD, 38 1/2 FEET SOUTHEAST
 PU2033'OF THE CENTER LINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1463 ***********************************************************************
 PU1463  DESIGNATION -  N 407
 PU1463  PID         -  PU1463
 PU1463  STATE/COUNTY-  SD/MEADE
 PU1463  COUNTRY     -  US
 PU1463  USGS QUAD   -  STURGIS (2017)
 PU1463
 PU1463                         *CURRENT SURVEY CONTROL
 PU1463  ______________________________________________________________________
 PU1463* NAD 83(1986) POSITION- 44 25 02.     (N) 103 30 14.     (W)   SCALED
 PU1463* NAVD 88 ORTHO HEIGHT -  1037.428 (meters)     3403.63  (feet) ADJUSTED
 PU1463  ______________________________________________________________________
 PU1463  GEOID HEIGHT    -        -15.325 (meters)                     GEOID18
 PU1463  DYNAMIC HEIGHT  -       1037.093 (meters)     3402.53  (feet) COMP
 PU1463  MODELED GRAVITY -    980,259.0   (mgal)                       NAVD 88
 PU1463
 PU1463  VERT ORDER      -  SECOND    CLASS 0
 PU1463
 PU1463.The horizontal coordinates were scaled from a map and have
 PU1463.an estimated accuracy of +/- 6 seconds.
 PU1463
 PU1463.The orthometric height was determined by differential leveling and
 PU1463.adjusted by the NATIONAL GEODETIC SURVEY
 PU1463.in June 1991.
 PU1463
 PU1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1463.GEOID18 height accuracy estimate available here.
 PU1463
 PU1463.Click photographs - Photos may exist for this station.
 PU1463
 PU1463.The dynamic height is computed by dividing the NAVD 88
 PU1463.geopotential number by the normal gravity value computed on the
 PU1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1463.degrees latitude (g = 980.6199 gals.).
 PU1463
 PU1463.The modeled gravity was interpolated from observed gravity values.
 PU1463
 PU1463;                    North         East    Units  Estimated Accuracy
 PU1463;SPC SD N     -    70,920.      321,030.      MT  (+/- 180 meters Scaled)
 PU1463
 PU1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK191193(NAD 83)
 PU1463
 PU1463                          SUPERSEDED SURVEY CONTROL
 PU1463
 PU1463  NGVD 29 (??/??/92) 1036.905  (m)         3401.91   (f) ADJ UNCH    2 0
 PU1463
 PU1463.Superseded values are not recommended for survey control.
 PU1463
 PU1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1463.See file dsdata.pdf to determine how the superseded data were derived.
 PU1463
 PU1463_MARKER: DB = BENCH MARK DISK
 PU1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1463_SP_SET: BRIDGE
 PU1463_STAMPING: N 407 1962
 PU1463_MARK LOGO: CGS
 PU1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1463
 PU1463  HISTORY     - Date     Condition        Report By
 PU1463  HISTORY     - 1962     MONUMENTED       CGS
 PU1463
 PU1463                          STATION DESCRIPTION
 PU1463
 PU1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1463'0.2 MI N FROM STURGIS.
 PU1463'6.2 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1463'IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WING WALL OF
 PU1463'A CONCRETE BRIDGE, 10 FEET EAST OF THE CENTER LINE OF THE ROAD
 PU1463'AND ABOUT 3 1/2 FEET ABOVE THE BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1155 ***********************************************************************
 PU1155  DESIGNATION -  N 408
 PU1155  PID         -  PU1155
 PU1155  STATE/COUNTY-  SD/MEADE
 PU1155  COUNTRY     -  US
 PU1155  USGS QUAD   -  VOLUNTEER (2017)
 PU1155
 PU1155                         *CURRENT SURVEY CONTROL
 PU1155  ______________________________________________________________________
 PU1155* NAD 83(1986) POSITION- 44 34 56.     (N) 103 14 46.     (W)   SCALED
 PU1155* NAVD 88 ORTHO HEIGHT -   838.677 (meters)     2751.56  (feet) ADJUSTED
 PU1155  ______________________________________________________________________
 PU1155  GEOID HEIGHT    -        -16.716 (meters)                     GEOID18
 PU1155  DYNAMIC HEIGHT  -        838.458 (meters)     2750.84  (feet) COMP
 PU1155  MODELED GRAVITY -    980,327.9   (mgal)                       NAVD 88
 PU1155
 PU1155  VERT ORDER      -  SECOND    CLASS 0
 PU1155
 PU1155.The horizontal coordinates were scaled from a map and have
 PU1155.an estimated accuracy of +/- 6 seconds.
 PU1155
 PU1155.The orthometric height was determined by differential leveling and
 PU1155.adjusted by the NATIONAL GEODETIC SURVEY
 PU1155.in June 1991.
 PU1155
 PU1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1155.GEOID18 height accuracy estimate available here.
 PU1155
 PU1155.Click photographs - Photos may exist for this station.
 PU1155
 PU1155.The dynamic height is computed by dividing the NAVD 88
 PU1155.geopotential number by the normal gravity value computed on the
 PU1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1155.degrees latitude (g = 980.6199 gals.).
 PU1155
 PU1155.The modeled gravity was interpolated from observed gravity values.
 PU1155
 PU1155;                    North         East    Units  Estimated Accuracy
 PU1155;SPC SD N     -    88,390.      342,280.      MT  (+/- 180 meters Scaled)
 PU1155
 PU1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK392380(NAD 83)
 PU1155
 PU1155                          SUPERSEDED SURVEY CONTROL
 PU1155
 PU1155  NGVD 29 (??/??/92)  838.198  (m)         2749.99   (f) ADJ UNCH    2 0
 PU1155
 PU1155.Superseded values are not recommended for survey control.
 PU1155
 PU1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1155.See file dsdata.pdf to determine how the superseded data were derived.
 PU1155
 PU1155_MARKER: DB = BENCH MARK DISK
 PU1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1155_STAMPING: N 408 1962
 PU1155_MARK LOGO: CGS
 PU1155_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1155+STABILITY: SURFACE MOTION
 PU1155
 PU1155  HISTORY     - Date     Condition        Report By
 PU1155  HISTORY     - 1962     MONUMENTED       CGS
 PU1155
 PU1155                          STATION DESCRIPTION
 PU1155
 PU1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1155'10.4 MI SE FROM VALE.
 PU1155'6.85 MILES EAST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1155'THENCE 2.1 MILES SOUTH, THENCE 1.0 MILE EAST, THENCE 0.5 MILE
 PU1155'SOUTH ALONG ROADS, 29 FEET EAST OF THE CENTER LINE OF A ROAD,
 PU1155'2.7 FEET NORTHWEST OF A POWER POLE, 2.6 FEET WEST OF A FENCE,
 PU1155'2.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 PU1155'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0685 ***********************************************************************
 PU0685  DESIGNATION -  N 409
 PU0685  PID         -  PU0685
 PU0685  STATE/COUNTY-  SD/MEADE
 PU0685  COUNTRY     -  US
 PU0685  USGS QUAD   -  HAYDRAW (2017)
 PU0685
 PU0685                         *CURRENT SURVEY CONTROL
 PU0685  ______________________________________________________________________
 PU0685* NAD 83(1986) POSITION- 44 26 14.     (N) 102 40 57.     (W)   SCALED
 PU0685* NAVD 88 ORTHO HEIGHT -   817.073 (meters)     2680.68  (feet) ADJUSTED
 PU0685  ______________________________________________________________________
 PU0685  GEOID HEIGHT    -        -18.217 (meters)                     GEOID18
 PU0685  DYNAMIC HEIGHT  -        816.850 (meters)     2679.95  (feet) COMP
 PU0685  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 PU0685
 PU0685  VERT ORDER      -  SECOND    CLASS 0
 PU0685
 PU0685.The horizontal coordinates were scaled from a map and have
 PU0685.an estimated accuracy of +/- 6 seconds.
 PU0685
 PU0685.The orthometric height was determined by differential leveling and
 PU0685.adjusted by the NATIONAL GEODETIC SURVEY
 PU0685.in June 1991.
 PU0685
 PU0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0685.GEOID18 height accuracy estimate available here.
 PU0685
 PU0685.Click photographs - Photos may exist for this station.
 PU0685
 PU0685.The dynamic height is computed by dividing the NAVD 88
 PU0685.geopotential number by the normal gravity value computed on the
 PU0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0685.degrees latitude (g = 980.6199 gals.).
 PU0685
 PU0685.The modeled gravity was interpolated from observed gravity values.
 PU0685
 PU0685;                    North         East    Units  Estimated Accuracy
 PU0685;SPC SD N     -    70,640.      386,470.      MT  (+/- 180 meters Scaled)
 PU0685
 PU0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK844230(NAD 83)
 PU0685
 PU0685                          SUPERSEDED SURVEY CONTROL
 PU0685
 PU0685  NGVD 29 (??/??/92)  816.599  (m)         2679.13   (f) ADJ UNCH    2 0
 PU0685
 PU0685.Superseded values are not recommended for survey control.
 PU0685
 PU0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0685.See file dsdata.pdf to determine how the superseded data were derived.
 PU0685
 PU0685_MARKER: DB = BENCH MARK DISK
 PU0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0685_STAMPING: N 409 1962
 PU0685_MARK LOGO: CGS
 PU0685_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0685+STABILITY: SURFACE MOTION
 PU0685
 PU0685  HISTORY     - Date     Condition        Report By
 PU0685  HISTORY     - 1962     MONUMENTED       CGS
 PU0685
 PU0685                          STATION DESCRIPTION
 PU0685
 PU0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0685'9.5 MI S FROM UNION CENTER.
 PU0685'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0685'CENTER, THENCE 8.8 MILE SOUTH ALONG A GRAVEL ROAD, 0.6 MILE
 PU0685'SOUTH OF A GRAVEL ROAD INTERSECTION, 129 FEET SOUTHWEST OF THE
 PU0685'SOUTHWEST CORNER OF THE ABANDONED BARRY SCHOOL, 27 FEET EAST
 PU0685'OF THE CENTER LINE OF THE ROAD, 19 FEET NORTH OF THE CENTER OF A
 PU0685'WIRE GATE, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 PU0685'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PU0685'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0863 ***********************************************************************
 PU0863  DESIGNATION -  N 410
 PU0863  PID         -  PU0863
 PU0863  STATE/COUNTY-  SD/MEADE
 PU0863  COUNTRY     -  US
 PU0863  USGS QUAD   -  STONEVILLE (2017)
 PU0863
 PU0863                         *CURRENT SURVEY CONTROL
 PU0863  ______________________________________________________________________
 PU0863* NAD 83(1986) POSITION- 44 44 15.     (N) 102 42 37.     (W)   SCALED
 PU0863* NAVD 88 ORTHO HEIGHT -   930.559 (meters)     3053.01  (feet) ADJUSTED
 PU0863  ______________________________________________________________________
 PU0863  GEOID HEIGHT    -        -17.896 (meters)                     GEOID18
 PU0863  DYNAMIC HEIGHT  -        930.335 (meters)     3052.27  (feet) COMP
 PU0863  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 PU0863
 PU0863  VERT ORDER      -  SECOND    CLASS 0
 PU0863
 PU0863.The horizontal coordinates were scaled from a map and have
 PU0863.an estimated accuracy of +/- 6 seconds.
 PU0863
 PU0863.The orthometric height was determined by differential leveling and
 PU0863.adjusted by the NATIONAL GEODETIC SURVEY
 PU0863.in June 1991.
 PU0863
 PU0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0863.GEOID18 height accuracy estimate available here.
 PU0863
 PU0863.Click photographs - Photos may exist for this station.
 PU0863
 PU0863.The dynamic height is computed by dividing the NAVD 88
 PU0863.geopotential number by the normal gravity value computed on the
 PU0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0863.degrees latitude (g = 980.6199 gals.).
 PU0863
 PU0863.The modeled gravity was interpolated from observed gravity values.
 PU0863
 PU0863;                    North         East    Units  Estimated Accuracy
 PU0863;SPC SD N     -   104,070.      385,380.      MT  (+/- 180 meters Scaled)
 PU0863
 PU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK812563(NAD 83)
 PU0863
 PU0863                          SUPERSEDED SURVEY CONTROL
 PU0863
 PU0863  NGVD 29 (??/??/92)  930.094  (m)         3051.48   (f) ADJ UNCH    2 0
 PU0863
 PU0863.Superseded values are not recommended for survey control.
 PU0863
 PU0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0863.See file dsdata.pdf to determine how the superseded data were derived.
 PU0863
 PU0863_MARKER: DB = BENCH MARK DISK
 PU0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0863_STAMPING: N 410 1962
 PU0863_MARK LOGO: CGS
 PU0863_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0863+STABILITY: SURFACE MOTION
 PU0863
 PU0863  HISTORY     - Date     Condition        Report By
 PU0863  HISTORY     - 1962     MONUMENTED       CGS
 PU0863
 PU0863                          STATION DESCRIPTION
 PU0863
 PU0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0863'3 MI W FROM STONEVILLE.
 PU0863'3.0 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0863'0.2 MILE NORTH OF A CURVE WITH TANGENTS NORTH AND EAST, 0.05
 PU0863'MILE NORTH OF THE JUNCTION OF A DRIVEWAY WEST TO A HOUSE, AT THE
 PU0863'SUMMIT OF A HILL, 36 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0863'3 FEET SOUTH OF A TELEPHONE POLE, 2.1 FEET EAST OF A FENCE, 2.0
 PU0863'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 PU0863'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1057 ***********************************************************************
 PU1057  DESIGNATION -  N 411
 PU1057  PID         -  PU1057
 PU1057  STATE/COUNTY-  SD/MEADE
 PU1057  COUNTRY     -  US
 PU1057  USGS QUAD   -  ENNING (2017)
 PU1057
 PU1057                         *CURRENT SURVEY CONTROL
 PU1057  ______________________________________________________________________
 PU1057* NAD 83(1986) POSITION- 44 31 56.     (N) 102 30 55.     (W)   SCALED
 PU1057* NAVD 88 ORTHO HEIGHT -   869.683 (meters)     2853.29  (feet) ADJUSTED
 PU1057  ______________________________________________________________________
 PU1057  GEOID HEIGHT    -        -18.590 (meters)                     GEOID18
 PU1057  DYNAMIC HEIGHT  -        869.448 (meters)     2852.51  (feet) COMP
 PU1057  MODELED GRAVITY -    980,318.8   (mgal)                       NAVD 88
 PU1057
 PU1057  VERT ORDER      -  SECOND    CLASS 0
 PU1057
 PU1057.The horizontal coordinates were scaled from a map and have
 PU1057.an estimated accuracy of +/- 6 seconds.
 PU1057
 PU1057.The orthometric height was determined by differential leveling and
 PU1057.adjusted by the NATIONAL GEODETIC SURVEY
 PU1057.in June 1991.
 PU1057
 PU1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1057.GEOID18 height accuracy estimate available here.
 PU1057
 PU1057.Click photographs - Photos may exist for this station.
 PU1057
 PU1057.The dynamic height is computed by dividing the NAVD 88
 PU1057.geopotential number by the normal gravity value computed on the
 PU1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1057.degrees latitude (g = 980.6199 gals.).
 PU1057
 PU1057.The modeled gravity was interpolated from observed gravity values.
 PU1057
 PU1057;                    North         East    Units  Estimated Accuracy
 PU1057;SPC SD N     -    80,770.      400,110.      MT  (+/- 180 meters Scaled)
 PU1057
 PU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK974339(NAD 83)
 PU1057
 PU1057                          SUPERSEDED SURVEY CONTROL
 PU1057
 PU1057  NGVD 29 (??/??/92)  869.219  (m)         2851.76   (f) ADJ UNCH    2 0
 PU1057
 PU1057.Superseded values are not recommended for survey control.
 PU1057
 PU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1057.See file dsdata.pdf to determine how the superseded data were derived.
 PU1057
 PU1057_MARKER: DB = BENCH MARK DISK
 PU1057_SETTING: 66 = SET IN ROCK OUTCROP
 PU1057_STAMPING: N 411 1962
 PU1057_MARK LOGO: CGS
 PU1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1057+STABILITY: POSITION/ELEVATION WELL
 PU1057
 PU1057  HISTORY     - Date     Condition        Report By
 PU1057  HISTORY     - 1962     MONUMENTED       CGS
 PU1057  HISTORY     - 1963     GOOD             CGS
 PU1057
 PU1057                          STATION DESCRIPTION
 PU1057
 PU1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1057'5.5 MI SE FROM ENNING.
 PU1057'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU1057'POST OFFICE AT ENNING, THENCE 2.45 MILES EAST ALONG A GRAVELED
 PU1057'ROAD, THENCE 0.15 MILE EAST OF A PRIVATE DRIVEWAY LEADING SOUTHEAST
 PU1057'TO A HOUSE, AT THE SUMMIT OF A HILL, 130 FEET NORTH OF THE
 PU1057'CENTER OF THE ROAD, 15.0 FEET NORTH OF A METAL WITNESS POST,
 PU1057'AND SET IN THE TOP OF A 1 BY 7 FEET ROCK OUTCROP RIDGE PROJECTING
 PU1057'2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1240 ***********************************************************************
 PU1240  DESIGNATION -  N 412
 PU1240  PID         -  PU1240
 PU1240  STATE/COUNTY-  SD/BUTTE
 PU1240  COUNTRY     -  US
 PU1240  USGS QUAD   -  NEWELL (2017)
 PU1240
 PU1240                         *CURRENT SURVEY CONTROL
 PU1240  ______________________________________________________________________
 PU1240* NAD 83(1986) POSITION- 44 43 42.     (N) 103 23 12.     (W)   SCALED
 PU1240* NAVD 88 ORTHO HEIGHT -   871.400 (meters)     2858.92  (feet) ADJUSTED
 PU1240  ______________________________________________________________________
 PU1240  GEOID HEIGHT    -        -16.444 (meters)                     GEOID18
 PU1240  DYNAMIC HEIGHT  -        871.182 (meters)     2858.20  (feet) COMP
 PU1240  MODELED GRAVITY -    980,337.7   (mgal)                       NAVD 88
 PU1240
 PU1240  VERT ORDER      -  FIRST     CLASS II
 PU1240
 PU1240.The horizontal coordinates were scaled from a map and have
 PU1240.an estimated accuracy of +/- 6 seconds.
 PU1240
 PU1240.The orthometric height was determined by differential leveling and
 PU1240.adjusted by the NATIONAL GEODETIC SURVEY
 PU1240.in July 1998.
 PU1240
 PU1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1240.GEOID18 height accuracy estimate available here.
 PU1240
 PU1240.Click photographs - Photos may exist for this station.
 PU1240
 PU1240.The dynamic height is computed by dividing the NAVD 88
 PU1240.geopotential number by the normal gravity value computed on the
 PU1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1240.degrees latitude (g = 980.6199 gals.).
 PU1240
 PU1240.The modeled gravity was interpolated from observed gravity values.
 PU1240
 PU1240;                    North         East    Units  Estimated Accuracy
 PU1240;SPC SD N     -   105,070.      331,800.      MT  (+/- 180 meters Scaled)
 PU1240
 PU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK277540(NAD 83)
 PU1240
 PU1240                          SUPERSEDED SURVEY CONTROL
 PU1240
 PU1240  NAVD 88 (06/15/91)  871.389  (m)         2858.88   (f) SUPERSEDED  1 2
 PU1240  NGVD 29 (??/??/92)  870.915  (m)         2857.33   (f) ADJ UNCH    1 2
 PU1240
 PU1240.Superseded values are not recommended for survey control.
 PU1240
 PU1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1240.See file dsdata.pdf to determine how the superseded data were derived.
 PU1240
 PU1240_MARKER: DB = BENCH MARK DISK
 PU1240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1240_SP_SET: HEADWALL
 PU1240_STAMPING: N 412 1963
 PU1240_MARK LOGO: CGS
 PU1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1240+STABILITY: SURFACE MOTION
 PU1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1240+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1240
 PU1240  HISTORY     - Date     Condition        Report By
 PU1240  HISTORY     - 1963     MONUMENTED       CGS
 PU1240  HISTORY     - 19951116 GOOD             NGS
 PU1240
 PU1240                          STATION DESCRIPTION
 PU1240
 PU1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1240'2.2 MI NE FROM NEWELL.
 PU1240'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1240'SCHOOL AT NEWELL, ABOUT 0.6 MILE NORTHEAST OF A 150-FOOT CONCRETE
 PU1240'BRIDGE OVER DRY CREEK, SET IN THE TOP OF THE NORTHEAST END OF
 PU1240'THE SOUTHEAST CONCRETE HEADWALL OF A 24-FOOT CONCRETE CULVERT,
 PU1240'30 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT
 PU1240'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT 2 FEET
 PU1240'BELOW THE LEVEL OF THE HIGHWAY.
 PU1240
 PU1240                          STATION RECOVERY (1995)
 PU1240
 PU1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1240'3.4 KM (2.10 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1240'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT)
 PU1240'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF
 PU1240'CULVERT NUMBER 41.30 SPANNING DEAR CREEK LATERAL CANAL, 487.0 M
 PU1240'(1597.8 FT) NORTHEAST OF MILEPOST 41, 7.9 M (25.9 FT) SOUTHEAST OF THE
 PU1240'HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1339 ***********************************************************************
 PU1339  DESIGNATION -  N 413
 PU1339  PID         -  PU1339
 PU1339  STATE/COUNTY-  SD/BUTTE
 PU1339  COUNTRY     -  US
 PU1339  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1339
 PU1339                         *CURRENT SURVEY CONTROL
 PU1339  ______________________________________________________________________
 PU1339* NAD 83(1986) POSITION- 44 51 05.     (N) 103 18 08.     (W)   SCALED
 PU1339* NAVD 88 ORTHO HEIGHT -   915.738 (meters)     3004.38  (feet) ADJUSTED
 PU1339  ______________________________________________________________________
 PU1339  GEOID HEIGHT    -        -16.629 (meters)                     GEOID18
 PU1339  DYNAMIC HEIGHT  -        915.514 (meters)     3003.65  (feet) COMP
 PU1339  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 PU1339
 PU1339  VERT ORDER      -  SECOND    CLASS 0
 PU1339
 PU1339.The horizontal coordinates were scaled from a map and have
 PU1339.an estimated accuracy of +/- 6 seconds.
 PU1339
 PU1339.The orthometric height was determined by differential leveling and
 PU1339.adjusted by the NATIONAL GEODETIC SURVEY
 PU1339.in June 1991.
 PU1339
 PU1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1339.GEOID18 height accuracy estimate available here.
 PU1339
 PU1339.Click photographs - Photos may exist for this station.
 PU1339
 PU1339.The dynamic height is computed by dividing the NAVD 88
 PU1339.geopotential number by the normal gravity value computed on the
 PU1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1339.degrees latitude (g = 980.6199 gals.).
 PU1339
 PU1339.The modeled gravity was interpolated from observed gravity values.
 PU1339
 PU1339;                    North         East    Units  Estimated Accuracy
 PU1339;SPC SD N     -   118,450.      339,050.      MT  (+/- 180 meters Scaled)
 PU1339
 PU1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK341678(NAD 83)
 PU1339
 PU1339                          SUPERSEDED SURVEY CONTROL
 PU1339
 PU1339  NGVD 29 (??/??/92)  915.258  (m)         3002.81   (f) ADJ UNCH    2 0
 PU1339
 PU1339.Superseded values are not recommended for survey control.
 PU1339
 PU1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1339.See file dsdata.pdf to determine how the superseded data were derived.
 PU1339
 PU1339_MARKER: DB = BENCH MARK DISK
 PU1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1339_STAMPING: N 413 1963
 PU1339_MARK LOGO: CGS
 PU1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1339+STABILITY: SURFACE MOTION
 PU1339
 PU1339  HISTORY     - Date     Condition        Report By
 PU1339  HISTORY     - 1963     MONUMENTED       CGS
 PU1339
 PU1339                          STATION DESCRIPTION
 PU1339
 PU1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1339'12.4 MI NE FROM NEWELL.
 PU1339'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1339'HIGH SCHOOL AT NEWELL, THENCE 8.9 MILES NORTH ALONG A GRAVELED
 PU1339'ROAD, AT THE JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 44
 PU1339'FEET WEST OF THE CENTERLINE OF THE ROAD, 31 FEET NORTHEAST OF THE
 PU1339'CENTERLINE OF THE TRACK ROAD, 2.5 FEET SOUTH OF TELEPHONE POLE
 PU1339'7, IN LINE WITH A ROW OF POLES, 1.8 FEET EAST OF A METAL WITNESS
 PU1339'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 PU1339'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1090 ***********************************************************************
 PU1090  DESIGNATION -  N 414 RESET
 PU1090  PID         -  PU1090
 PU1090  STATE/COUNTY-  SD/BUTTE
 PU1090  COUNTRY     -  US
 PU1090  USGS QUAD   -  CASTLE ROCK (2017)
 PU1090
 PU1090                         *CURRENT SURVEY CONTROL
 PU1090  ______________________________________________________________________
 PU1090* NAD 83(1986) POSITION- 44 53 57.     (N) 103 25 30.     (W)   SCALED
 PU1090* NAVD 88 ORTHO HEIGHT -   908.45  (meters)     2980.5   (feet) RESET
 PU1090  ______________________________________________________________________
 PU1090  GEOID HEIGHT    -        -16.415 (meters)                     GEOID18
 PU1090  VERT ORDER      -  THIRD
 PU1090
 PU1090.The horizontal coordinates were scaled from a map and have
 PU1090.an estimated accuracy of +/- 6 seconds.
 PU1090
 PU1090.The orthometric height was computed from unverified reset data.
 PU1090
 PU1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1090.GEOID18 height accuracy estimate available here.
 PU1090
 PU1090.Click photographs - Photos may exist for this station.
 PU1090
 PU1090;                    North         East    Units  Estimated Accuracy
 PU1090;SPC SD N     -   124,160.      329,570.      MT  (+/- 180 meters Scaled)
 PU1090
 PU1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK243729(NAD 83)
 PU1090
 PU1090                          SUPERSEDED SURVEY CONTROL
 PU1090
 PU1090.No superseded survey control is available for this station.
 PU1090
 PU1090_MARKER: DB = BENCH MARK DISK
 PU1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1090_STAMPING: N 414 RESET 1967
 PU1090_MARK LOGO: CGS
 PU1090_PROJECTION: PROJECTING 5 CENTIMETERS
 PU1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1090+STABILITY: SURFACE MOTION
 PU1090
 PU1090  HISTORY     - Date     Condition        Report By
 PU1090  HISTORY     - 1967     MONUMENTED       CGS
 PU1090
 PU1090                          STATION DESCRIPTION
 PU1090
 PU1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PU1090'4.6 MI S FROM CASTLE ROCK.
 PU1090'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1090'OFFICE AT CASTLE ROCK, ABOUT 0.2 MILE SOUTH OF NORTH WILLOW
 PU1090'CREEK, ON THE NORTH BANK OF A DRAW, 99 FEET WEST OF THE CENTERLINE
 PU1090'OF THE HIGHWAY, 1.5 FEET NORTH OF A METAL WITNESS POST AND SET
 PU1090'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1902 ***********************************************************************
 PU1902  DESIGNATION -  N 415
 PU1902  PID         -  PU1902
 PU1902  STATE/COUNTY-  SD/BUTTE
 PU1902  COUNTRY     -  US
 PU1902  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1902
 PU1902                         *CURRENT SURVEY CONTROL
 PU1902  ______________________________________________________________________
 PU1902* NAD 83(1986) POSITION- 44 53 41.     (N) 103 38 58.     (W)   SCALED
 PU1902* NAVD 88 ORTHO HEIGHT -   942.576 (meters)     3092.43  (feet) ADJUSTED
 PU1902  ______________________________________________________________________
 PU1902  GEOID HEIGHT    -        -16.045 (meters)                     GEOID18
 PU1902  DYNAMIC HEIGHT  -        942.339 (meters)     3091.66  (feet) COMP
 PU1902  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 PU1902
 PU1902  VERT ORDER      -  SECOND    CLASS 0
 PU1902
 PU1902.The horizontal coordinates were scaled from a map and have
 PU1902.an estimated accuracy of +/- 6 seconds.
 PU1902
 PU1902.The orthometric height was determined by differential leveling and
 PU1902.adjusted by the NATIONAL GEODETIC SURVEY
 PU1902.in June 1991.
 PU1902
 PU1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1902.GEOID18 height accuracy estimate available here.
 PU1902
 PU1902.Click photographs - Photos may exist for this station.
 PU1902
 PU1902.The dynamic height is computed by dividing the NAVD 88
 PU1902.geopotential number by the normal gravity value computed on the
 PU1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1902.degrees latitude (g = 980.6199 gals.).
 PU1902
 PU1902.The modeled gravity was interpolated from observed gravity values.
 PU1902
 PU1902;                    North         East    Units  Estimated Accuracy
 PU1902;SPC SD N     -   124,440.      311,840.      MT  (+/- 180 meters Scaled)
 PU1902
 PU1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK066721(NAD 83)
 PU1902
 PU1902                          SUPERSEDED SURVEY CONTROL
 PU1902
 PU1902  NGVD 29 (??/??/92)  942.091  (m)         3090.84   (f) ADJ UNCH    2 0
 PU1902
 PU1902.Superseded values are not recommended for survey control.
 PU1902
 PU1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1902.See file dsdata.pdf to determine how the superseded data were derived.
 PU1902
 PU1902_MARKER: DB = BENCH MARK DISK
 PU1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1902_STAMPING: N 415 1963
 PU1902_MARK LOGO: CGS
 PU1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1902+STABILITY: SURFACE MOTION
 PU1902
 PU1902  HISTORY     - Date     Condition        Report By
 PU1902  HISTORY     - 1963     MONUMENTED       CGS
 PU1902
 PU1902                          STATION DESCRIPTION
 PU1902
 PU1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1902'21.1 MI NW FROM NISLAND.
 PU1902'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1902'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1902'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1902'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1902'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1902'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1902'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1902'COUNTY ROAD, THENCE 9.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1902'AT THE CREST OF A HILL, ON THE OUTSIDE OF A CURVE AND 105 FEET
 PU1902'EAST OF THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A FENCE,
 PU1902'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 PU1902'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1902'0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1275 ***********************************************************************
 PU1275  DESIGNATION -  N 416
 PU1275  PID         -  PU1275
 PU1275  STATE/COUNTY-  SD/BUTTE
 PU1275  COUNTRY     -  US
 PU1275  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1275
 PU1275                         *CURRENT SURVEY CONTROL
 PU1275  ______________________________________________________________________
 PU1275* NAD 83(1986) POSITION- 44 52 49.     (N) 103 06 18.     (W)   SCALED
 PU1275* NAVD 88 ORTHO HEIGHT -   866.645 (meters)     2843.32  (feet) ADJUSTED
 PU1275  ______________________________________________________________________
 PU1275  GEOID HEIGHT    -        -17.065 (meters)                     GEOID18
 PU1275  DYNAMIC HEIGHT  -        866.440 (meters)     2842.65  (feet) COMP
 PU1275  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 PU1275
 PU1275  VERT ORDER      -  FIRST     CLASS II
 PU1275
 PU1275.The horizontal coordinates were scaled from a map and have
 PU1275.an estimated accuracy of +/- 6 seconds.
 PU1275
 PU1275.The orthometric height was determined by differential leveling and
 PU1275.adjusted by the NATIONAL GEODETIC SURVEY
 PU1275.in July 1998.
 PU1275
 PU1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1275.GEOID18 height accuracy estimate available here.
 PU1275
 PU1275.Click photographs - Photos may exist for this station.
 PU1275
 PU1275.The dynamic height is computed by dividing the NAVD 88
 PU1275.geopotential number by the normal gravity value computed on the
 PU1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1275.degrees latitude (g = 980.6199 gals.).
 PU1275
 PU1275.The modeled gravity was interpolated from observed gravity values.
 PU1275
 PU1275;                    North         East    Units  Estimated Accuracy
 PU1275;SPC SD N     -   121,040.      354,750.      MT  (+/- 180 meters Scaled)
 PU1275
 PU1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK496713(NAD 83)
 PU1275
 PU1275                          SUPERSEDED SURVEY CONTROL
 PU1275
 PU1275  NAVD 88 (06/15/91)  866.632  (m)         2843.28   (f) SUPERSEDED  1 2
 PU1275  NGVD 29 (??/??/92)  866.150  (m)         2841.69   (f) ADJ UNCH    1 2
 PU1275
 PU1275.Superseded values are not recommended for survey control.
 PU1275
 PU1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1275.See file dsdata.pdf to determine how the superseded data were derived.
 PU1275
 PU1275_MARKER: DB = BENCH MARK DISK
 PU1275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1275_SP_SET: HEADWALL
 PU1275_STAMPING: N 416 1963
 PU1275_MARK LOGO: CGS
 PU1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1275+STABILITY: SURFACE MOTION
 PU1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1275+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1275
 PU1275  HISTORY     - Date     Condition        Report By
 PU1275  HISTORY     - 1963     MONUMENTED       CGS
 PU1275  HISTORY     - 19951116 GOOD             NGS
 PU1275
 PU1275                          STATION DESCRIPTION
 PU1275
 PU1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1275'19.6 MI NE FROM NEWELL.
 PU1275'ABOUT 19.6 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1275'SCHOOL AT NEWELL, SET IN THE TOP OF THE NORTHEAST END OF THE
 PU1275'NORTHWEST CONCRETE HEADWALL OF A 15-FOOT CONCRETE CULVERT, 24
 PU1275'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT
 PU1275'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT 2 FEET
 PU1275'BELOW THE LEVEL OF THE HIGHWAY.
 PU1275
 PU1275                          STATION RECOVERY (1995)
 PU1275
 PU1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1275'23.0 KM (14.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1275'OFFICE IN MUD BUTTE, IN TOP OF AND 0.1 M (0.3 FT) SOUTHWEST OF THE
 PU1275'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 PU1275'THE HIGHWAY, 496.0 M (1627.3 FT) SOUTHWEST OF MILEPOST 59, 7.6 M (24.9
 PU1275'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE
 PU1275'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1328 ***********************************************************************
 PU1328  DESIGNATION -  N 417
 PU1328  PID         -  PU1328
 PU1328  STATE/COUNTY-  SD/BUTTE
 PU1328  COUNTRY     -  US
 PU1328  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1328
 PU1328                         *CURRENT SURVEY CONTROL
 PU1328  ______________________________________________________________________
 PU1328* NAD 83(1986) POSITION- 44 57 11.     (N) 103 16 53.     (W)   SCALED
 PU1328* NAVD 88 ORTHO HEIGHT -   895.805 (meters)     2938.99  (feet) ADJUSTED
 PU1328  ______________________________________________________________________
 PU1328  GEOID HEIGHT    -        -16.694 (meters)                     GEOID18
 PU1328  DYNAMIC HEIGHT  -        895.594 (meters)     2938.29  (feet) COMP
 PU1328  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 PU1328
 PU1328  VERT ORDER      -  SECOND    CLASS 0
 PU1328
 PU1328.The horizontal coordinates were scaled from a map and have
 PU1328.an estimated accuracy of +/- 6 seconds.
 PU1328
 PU1328.The orthometric height was determined by differential leveling and
 PU1328.adjusted by the NATIONAL GEODETIC SURVEY
 PU1328.in June 1991.
 PU1328
 PU1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1328.GEOID18 height accuracy estimate available here.
 PU1328
 PU1328.Click photographs - Photos may exist for this station.
 PU1328
 PU1328.The dynamic height is computed by dividing the NAVD 88
 PU1328.geopotential number by the normal gravity value computed on the
 PU1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1328.degrees latitude (g = 980.6199 gals.).
 PU1328
 PU1328.The modeled gravity was interpolated from observed gravity values.
 PU1328
 PU1328;                    North         East    Units  Estimated Accuracy
 PU1328;SPC SD N     -   129,670.      341,150.      MT  (+/- 180 meters Scaled)
 PU1328
 PU1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK355791(NAD 83)
 PU1328
 PU1328                          SUPERSEDED SURVEY CONTROL
 PU1328
 PU1328  NGVD 29 (??/??/92)  895.330  (m)         2937.43   (f) ADJ UNCH    2 0
 PU1328
 PU1328.Superseded values are not recommended for survey control.
 PU1328
 PU1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1328.See file dsdata.pdf to determine how the superseded data were derived.
 PU1328
 PU1328_MARKER: DB = BENCH MARK DISK
 PU1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1328_STAMPING: N 417 1963
 PU1328_MARK LOGO: CGS
 PU1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1328+STABILITY: SURFACE MOTION
 PU1328
 PU1328  HISTORY     - Date     Condition        Report By
 PU1328  HISTORY     - 1963     MONUMENTED       CGS
 PU1328
 PU1328                          STATION DESCRIPTION
 PU1328
 PU1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1328'8 MI SE FROM CASTLE ROCK.
 PU1328'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1328'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED
 PU1328'COUNTY ROAD, 87 FEET NORTHWEST OF THE CENTER OF A T-JUNCTION
 PU1328'OF ROADS, 73 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 PU1328'ROAD, 48 FEET WEST OF THE EXTENDED CENTERLINE OF THE ROAD
 PU1328'LEADING SOUTH, 8.5 FEET EAST OF A POWER POLE, 1.5 FEET WEST
 PU1328'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD,
 PU1328'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1473 ***********************************************************************
 PU1473  DESIGNATION -  N 418
 PU1473  PID         -  PU1473
 PU1473  STATE/COUNTY-  SD/MEADE
 PU1473  COUNTRY     -  US
 PU1473  USGS QUAD   -  FORT MEADE NE (2017)
 PU1473
 PU1473                         *CURRENT SURVEY CONTROL
 PU1473  ______________________________________________________________________
 PU1473* NAD 83(1986) POSITION- 44 28 26.     (N) 103 20 15.     (W)   SCALED
 PU1473* NAVD 88 ORTHO HEIGHT -   886.270 (meters)     2907.70  (feet) ADJUSTED
 PU1473  ______________________________________________________________________
 PU1473  GEOID HEIGHT    -        -16.250 (meters)                     GEOID18
 PU1473  DYNAMIC HEIGHT  -        886.015 (meters)     2906.87  (feet) COMP
 PU1473  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 PU1473
 PU1473  VERT ORDER      -  FIRST     CLASS II
 PU1473
 PU1473.The horizontal coordinates were scaled from a map and have
 PU1473.an estimated accuracy of +/- 6 seconds.
 PU1473
 PU1473.The orthometric height was determined by differential leveling and
 PU1473.adjusted by the NATIONAL GEODETIC SURVEY
 PU1473.in October 1997.
 PU1473
 PU1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1473.GEOID18 height accuracy estimate available here.
 PU1473
 PU1473.Click photographs - Photos may exist for this station.
 PU1473
 PU1473.The dynamic height is computed by dividing the NAVD 88
 PU1473.geopotential number by the normal gravity value computed on the
 PU1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1473.degrees latitude (g = 980.6199 gals.).
 PU1473
 PU1473.The modeled gravity was interpolated from observed gravity values.
 PU1473
 PU1473;                    North         East    Units  Estimated Accuracy
 PU1473;SPC SD N     -    76,650.      334,530.      MT  (+/- 180 meters Scaled)
 PU1473
 PU1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK322258(NAD 83)
 PU1473
 PU1473                          SUPERSEDED SURVEY CONTROL
 PU1473
 PU1473  NAVD 88 (06/15/91)  886.277  (m)         2907.73   (f) SUPERSEDED  1 2
 PU1473  NGVD 29 (??/??/92)  885.786  (m)         2906.12   (f) ADJ UNCH    1 2
 PU1473
 PU1473.Superseded values are not recommended for survey control.
 PU1473
 PU1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1473.See file dsdata.pdf to determine how the superseded data were derived.
 PU1473
 PU1473_MARKER: DB = BENCH MARK DISK
 PU1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1473_STAMPING: N 418 1963
 PU1473_MARK LOGO: CGS
 PU1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1473+STABILITY: SURFACE MOTION
 PU1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1473+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 PU1473
 PU1473  HISTORY     - Date     Condition        Report By
 PU1473  HISTORY     - 1963     MONUMENTED       CGS
 PU1473  HISTORY     - 19950513 GOOD             NGS
 PU1473  HISTORY     - 20120328 GOOD             INDIV
 PU1473
 PU1473                          STATION DESCRIPTION
 PU1473
 PU1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1473'1.5 MI W FROM BEAR BUTTE.
 PU1473'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 34 FROM THE CATHOLIC
 PU1473'CHURCH AT BEAR BUTTE, 73 FEET SOUTH OF THE CENTERLINE OF THE
 PU1473'HIGHWAY, 9.4 FEET NORTHWEST OF A T-JUNCTION OF FENCES, 1.5
 PU1473'FEET NORTH OF AN EAST-WEST FENCE, 1.5 FEET EAST OF A METAL
 PU1473'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 PU1473'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1473
 PU1473                          STATION RECOVERY (1995)
 PU1473
 PU1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1473'18.6 KM (11.55 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1473'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 834.0 M (2736.2 FT)
 PU1473'WEST OF MILEPOST 46, 763.0 M (2503.3 FT) EAST OF MILEPOST 45, 22.3 M
 PU1473'(73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTH OF A
 PU1473'FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 PU1473'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PU1473'THE GROUND SURFACE.
 PU1473
 PU1473                          STATION RECOVERY (2012)
 PU1473
 PU1473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0610 ***********************************************************************
 OT0610  DESIGNATION -  N 427
 OT0610  PID         -  OT0610
 OT0610  STATE/COUNTY-  SD/FALL RIVER
 OT0610  COUNTRY     -  US
 OT0610  USGS QUAD   -  PROVO (2017)
 OT0610
 OT0610                         *CURRENT SURVEY CONTROL
 OT0610  ______________________________________________________________________
 OT0610* NAD 83(1986) POSITION- 43 11 11.     (N) 103 49 04.     (W)   SCALED
 OT0610* NAVD 88 ORTHO HEIGHT -  1125.300 (meters)     3691.92  (feet) ADJUSTED
 OT0610  ______________________________________________________________________
 OT0610  GEOID HEIGHT    -        -15.291 (meters)                     GEOID18
 OT0610  DYNAMIC HEIGHT  -       1124.808 (meters)     3690.31  (feet) COMP
 OT0610  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 OT0610
 OT0610  VERT ORDER      -  FIRST     CLASS II
 OT0610
 OT0610.The horizontal coordinates were scaled from a map and have
 OT0610.an estimated accuracy of +/- 6 seconds.
 OT0610
 OT0610.The orthometric height was determined by differential leveling and
 OT0610.adjusted by the NATIONAL GEODETIC SURVEY
 OT0610.in June 1991.
 OT0610
 OT0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0610.GEOID18 height accuracy estimate available here.
 OT0610
 OT0610.Click photographs - Photos may exist for this station.
 OT0610
 OT0610.The dynamic height is computed by dividing the NAVD 88
 OT0610.geopotential number by the normal gravity value computed on the
 OT0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0610.degrees latitude (g = 980.6199 gals.).
 OT0610
 OT0610.The modeled gravity was interpolated from observed gravity values.
 OT0610
 OT0610;                    North         East    Units  Estimated Accuracy
 OT0610;SPC SD S     -   100,710.      316,840.      MT  (+/- 180 meters Scaled)
 OT0610
 OT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH960821(NAD 83)
 OT0610
 OT0610                          SUPERSEDED SURVEY CONTROL
 OT0610
 OT0610.No superseded survey control is available for this station.
 OT0610
 OT0610_MARKER: I = METAL ROD
 OT0610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0610_STAMPING: N 427 1985
 OT0610_MARK LOGO: NGS
 OT0610_PROJECTION: FLUSH
 OT0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0610+STABILITY: POSITION/ELEVATION WELL
 OT0610_ROD/PIPE-DEPTH: 7.3 meters
 OT0610_SLEEVE-DEPTH  : 6.1 meters
 OT0610
 OT0610  HISTORY     - Date     Condition        Report By
 OT0610  HISTORY     - 1985     MONUMENTED       NGS
 OT0610
 OT0610                          STATION DESCRIPTION
 OT0610
 OT0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0610'1.4 KM (0.85 MI) SE FROM PROVO.
 OT0610'1.3 KM (0.8 MI) SOUTHEAST ALONG STATE HIGHWAY 471 FROM THE POST
 OT0610'OFFICE AT PROVO, THENCE 0.08 KM (0.05 MI) SOUTH ALONG A GRAVEL ROAD
 OT0610'TO THE CROSSING OF THE BURLINGTON NORTHERN RAILROAD, 14.0 METERS (46
 OT0610'FT) EAST OF THE CENTER OF THE ROAD, 31.7 METERS (104 FT) NORTHEAST OF
 OT0610'THE NORTHEAST RAIL, 1.8 METER (5.8 FT) WEST OF A FENCE AND 2.1 METERS
 OT0610'(7 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 OT0610'THROUGH A 5-INCH LOGO CAP.
 OT0610'THE MARK IS 2.1 METERS  W FROM  A WITNESS POST
 OT0610'THE MARK IS 1.2 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0647 ***********************************************************************
 QS0647  DESIGNATION -  N 428
 QS0647  PID         -  QS0647
 QS0647  STATE/COUNTY-  SD/CORSON
 QS0647  COUNTRY     -  US
 QS0647  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0647
 QS0647                         *CURRENT SURVEY CONTROL
 QS0647  ______________________________________________________________________
 QS0647* NAD 83(1986) POSITION- 45 32 33.     (N) 101 25 46.     (W)   SCALED
 QS0647* NAVD 88 ORTHO HEIGHT -   673.211 (meters)     2208.69  (feet) ADJUSTED
 QS0647  ______________________________________________________________________
 QS0647  GEOID HEIGHT    -        -20.395 (meters)                     GEOID18
 QS0647  DYNAMIC HEIGHT  -        673.127 (meters)     2208.42  (feet) COMP
 QS0647  MODELED GRAVITY -    980,468.4   (mgal)                       NAVD 88
 QS0647
 QS0647  VERT ORDER      -  FIRST     CLASS II
 QS0647
 QS0647.The horizontal coordinates were scaled from a map and have
 QS0647.an estimated accuracy of +/- 6 seconds.
 QS0647
 QS0647.The orthometric height was determined by differential leveling and
 QS0647.adjusted by the NATIONAL GEODETIC SURVEY
 QS0647.in June 1991.
 QS0647
 QS0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0647.GEOID18 height accuracy estimate available here.
 QS0647
 QS0647.Click photographs - Photos may exist for this station.
 QS0647
 QS0647.The dynamic height is computed by dividing the NAVD 88
 QS0647.geopotential number by the normal gravity value computed on the
 QS0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0647.degrees latitude (g = 980.6199 gals.).
 QS0647
 QS0647.The modeled gravity was interpolated from observed gravity values.
 QS0647
 QS0647;                    North         East    Units  Estimated Accuracy
 QS0647;SPC SD N     -   190,920.      488,370.      MT  (+/- 180 meters Scaled)
 QS0647
 QS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR103460(NAD 83)
 QS0647
 QS0647                          SUPERSEDED SURVEY CONTROL
 QS0647
 QS0647.No superseded survey control is available for this station.
 QS0647
 QS0647_MARKER: I = METAL ROD
 QS0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0647_STAMPING: N 428 1985
 QS0647_MARK LOGO: NGS
 QS0647_PROJECTION: FLUSH
 QS0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0647_ROD/PIPE-DEPTH: 4.0 meters
 QS0647
 QS0647  HISTORY     - Date     Condition        Report By
 QS0647  HISTORY     - 1985     MONUMENTED       NGS
 QS0647
 QS0647                          STATION DESCRIPTION
 QS0647
 QS0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0647'16.9 KM (10.5 MI) NORTH FROM ISABEL.
 QS0647'16.9 KM (10.5 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0647'ISABEL, 0.96 KM (0.6 MI) NORTH OF MILEPOST 203, NEAR A CONCRETE
 QS0647'UNDERPASS FOR CATTLE, 30.5 METERS (100 FT) WEST OF THE HIGHWAY
 QS0647'CENTERLINE, 24.1 METERS (79 FT) WEST-NORTHWEST OF THE WEST END OF THE
 QS0647'UNDERPASS, 22.3 METERS (73 FT) SOUTH OF A CONCRETE RIGHT-OF-WAY POST
 QS0647'AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 QS0647'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0647'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0647'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0626 ***********************************************************************
 OT0626  DESIGNATION -  N 429
 OT0626  PID         -  OT0626
 OT0626  STATE/COUNTY-  SD/FALL RIVER
 OT0626  COUNTRY     -  US
 OT0626  USGS QUAD   -  EDGEMONT (2017)
 OT0626
 OT0626                         *CURRENT SURVEY CONTROL
 OT0626  ______________________________________________________________________
 OT0626* NAD 83(1986) POSITION- 43 20 31.     (N) 103 50 09.     (W)   SCALED
 OT0626* NAVD 88 ORTHO HEIGHT -  1087.773 (meters)     3568.80  (feet) ADJUSTED
 OT0626  ______________________________________________________________________
 OT0626  GEOID HEIGHT    -        -14.982 (meters)                     GEOID18
 OT0626  DYNAMIC HEIGHT  -       1087.320 (meters)     3567.32  (feet) COMP
 OT0626  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 OT0626
 OT0626  VERT ORDER      -  FIRST     CLASS II
 OT0626
 OT0626.The horizontal coordinates were scaled from a map and have
 OT0626.an estimated accuracy of +/- 6 seconds.
 OT0626
 OT0626.The orthometric height was determined by differential leveling and
 OT0626.adjusted by the NATIONAL GEODETIC SURVEY
 OT0626.in June 1991.
 OT0626
 OT0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0626.GEOID18 height accuracy estimate available here.
 OT0626
 OT0626.Click photographs - Photos may exist for this station.
 OT0626
 OT0626.The dynamic height is computed by dividing the NAVD 88
 OT0626.geopotential number by the normal gravity value computed on the
 OT0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0626.degrees latitude (g = 980.6199 gals.).
 OT0626
 OT0626.The modeled gravity was interpolated from observed gravity values.
 OT0626
 OT0626;                    North         East    Units  Estimated Accuracy
 OT0626;SPC SD S     -   118,040.      316,100.      MT  (+/- 180 meters Scaled)
 OT0626
 OT0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH943994(NAD 83)
 OT0626
 OT0626                          SUPERSEDED SURVEY CONTROL
 OT0626
 OT0626.No superseded survey control is available for this station.
 OT0626
 OT0626_MARKER: I = METAL ROD
 OT0626_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0626+WITH SETTING: INFORMATION.
 OT0626_STAMPING: N 429 1985
 OT0626_MARK LOGO: NGS
 OT0626_PROJECTION: FLUSH
 OT0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0626_ROD/PIPE-DEPTH: 0.9 meters
 OT0626
 OT0626  HISTORY     - Date     Condition        Report By
 OT0626  HISTORY     - 1985     MONUMENTED       NGS
 OT0626
 OT0626                          STATION DESCRIPTION
 OT0626
 OT0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0626'3.8 KM (2.35 MI) NORTH FROM EDGEMONT.
 OT0626'3.85 KM (2.4 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0626'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0626'EDGEMONT, 0.27 KM (0.17 MI) SOUTH OF THE Y JUNCTION OF A DIRT ROAD
 OT0626'LEADING NORTH, 10.2 METERS (33.5 FT) EAST OF THE CENTER OF THE ROAD,
 OT0626'11.6 METERS (38 FT) NORTH OF THE FIRST POWER POLE NORTH OF A POWER
 OT0626'LINE T JUNCTION, 1.5 METER (5 FT) NORTH OF THE NORTH END OF A WIRE
 OT0626'GATE AND 0.3 METER (1 FT) WEST OF A RIGHT-OF-WAY FENCE.  ROD SET TO
 OT0626'3-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0626'5-INCH LOGO CAP.
 OT0626'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0626'THE MARK IS 0.5 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0657 ***********************************************************************
 OT0657  DESIGNATION -  N 430
 OT0657  PID         -  OT0657
 OT0657  STATE/COUNTY-  SD/CUSTER
 OT0657  COUNTRY     -  US
 OT0657  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0657
 OT0657                         *CURRENT SURVEY CONTROL
 OT0657  ______________________________________________________________________
 OT0657* NAD 83(1986) POSITION- 43 32 49.     (N) 103 19 24.     (W)   SCALED
 OT0657* NAVD 88 ORTHO HEIGHT -  1071.851 (meters)     3516.56  (feet) ADJUSTED
 OT0657  ______________________________________________________________________
 OT0657  GEOID HEIGHT    -        -15.855 (meters)                     GEOID18
 OT0657  DYNAMIC HEIGHT  -       1071.424 (meters)     3515.16  (feet) COMP
 OT0657  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 OT0657
 OT0657  VERT ORDER      -  FIRST     CLASS II
 OT0657
 OT0657.The horizontal coordinates were scaled from a map and have
 OT0657.an estimated accuracy of +/- 6 seconds.
 OT0657
 OT0657.The orthometric height was determined by differential leveling and
 OT0657.adjusted by the NATIONAL GEODETIC SURVEY
 OT0657.in June 1991.
 OT0657
 OT0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0657.GEOID18 height accuracy estimate available here.
 OT0657
 OT0657.Click photographs - Photos may exist for this station.
 OT0657
 OT0657.The dynamic height is computed by dividing the NAVD 88
 OT0657.geopotential number by the normal gravity value computed on the
 OT0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0657.degrees latitude (g = 980.6199 gals.).
 OT0657
 OT0657.The modeled gravity was interpolated from observed gravity values.
 OT0657
 OT0657;                    North         East    Units  Estimated Accuracy
 OT0657;SPC SD S     -   139,170.      358,440.      MT  (+/- 180 meters Scaled)
 OT0657
 OT0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ354229(NAD 83)
 OT0657
 OT0657                          SUPERSEDED SURVEY CONTROL
 OT0657
 OT0657.No superseded survey control is available for this station.
 OT0657
 OT0657_MARKER: I = METAL ROD
 OT0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0657_STAMPING: N 430 1985
 OT0657_MARK LOGO: NGS
 OT0657_PROJECTION: FLUSH
 OT0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0657_ROD/PIPE-DEPTH: 6.1 meters
 OT0657
 OT0657  HISTORY     - Date     Condition        Report By
 OT0657  HISTORY     - 1985     MONUMENTED       NGS
 OT0657
 OT0657                          STATION DESCRIPTION
 OT0657
 OT0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0657'36.4 KM (22.6 MI) SOUTH FROM HERMOSA.
 OT0657'36.4 KM (22.6 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0657'STATE HIGHWAY 40 EAST AT HERMOSA, 4.0 KM (2.5 MI) NORTH OF THE
 OT0657'CROSSING OF BEAVER CREEK, 32.0 METERS (105 FT) NORTHWEST OF THE
 OT0657'HIGHWAY CENTERLINE, 48.9 METERS (160.5 FT) WEST OF MILEPOST 38, 1.0
 OT0657'METER (3.5 FT) NORTHEAST OF THE NORTHEAST END OF A WIRE GATE AND 0.3
 OT0657'METER (1 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0657'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0657'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OT0657'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0683 ***********************************************************************
 OT0683  DESIGNATION -  N 431
 OT0683  PID         -  OT0683
 OT0683  STATE/COUNTY-  SD/PENNINGTON
 OT0683  COUNTRY     -  US
 OT0683  USGS QUAD   -  HERMOSA NW (2017)
 OT0683
 OT0683                         *CURRENT SURVEY CONTROL
 OT0683  ______________________________________________________________________
 OT0683* NAD 83(1986) POSITION- 43 58 13.     (N) 103 11 03.     (W)   SCALED
 OT0683* NAVD 88 ORTHO HEIGHT -  1057.114 (meters)     3468.21  (feet) ADJUSTED
 OT0683  ______________________________________________________________________
 OT0683  GEOID HEIGHT    -        -16.096 (meters)                     GEOID18
 OT0683  DYNAMIC HEIGHT  -       1056.736 (meters)     3466.97  (feet) COMP
 OT0683  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 OT0683
 OT0683  VERT ORDER      -  FIRST     CLASS II
 OT0683
 OT0683.The horizontal coordinates were scaled from a map and have
 OT0683.an estimated accuracy of +/- 6 seconds.
 OT0683
 OT0683.The orthometric height was determined by differential leveling and
 OT0683.adjusted by the NATIONAL GEODETIC SURVEY
 OT0683.in June 1991.
 OT0683
 OT0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0683.GEOID18 height accuracy estimate available here.
 OT0683
 OT0683.Click photographs - Photos may exist for this station.
 OT0683
 OT0683.The dynamic height is computed by dividing the NAVD 88
 OT0683.geopotential number by the normal gravity value computed on the
 OT0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0683.degrees latitude (g = 980.6199 gals.).
 OT0683
 OT0683.The modeled gravity was interpolated from observed gravity values.
 OT0683
 OT0683;                    North         East    Units  Estimated Accuracy
 OT0683;SPC SD S     -   185,780.      371,290.      MT  (+/- 180 meters Scaled)
 OT0683
 OT0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ456701(NAD 83)
 OT0683
 OT0683                          SUPERSEDED SURVEY CONTROL
 OT0683
 OT0683.No superseded survey control is available for this station.
 OT0683
 OT0683_MARKER: I = METAL ROD
 OT0683_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0683+WITH SETTING: INFORMATION.
 OT0683_STAMPING: N 431 1985
 OT0683_MARK LOGO: NGS
 OT0683_PROJECTION: FLUSH
 OT0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0683_ROD/PIPE-DEPTH: 1.8 meters
 OT0683
 OT0683  HISTORY     - Date     Condition        Report By
 OT0683  HISTORY     - 1985     MONUMENTED       NGS
 OT0683  HISTORY     - 20120307 MARK NOT FOUND   INDIV
 OT0683
 OT0683                          STATION DESCRIPTION
 OT0683
 OT0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0683'12.7 KM (7.9 MI) SOUTH FROM RAPID CITY.
 OT0683'12.7 KM (7.95 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 OT0683'RAPID CITY, NEAR AN OFFSET IN THE RIGHT-OF-WAY FENCE, 2.25 KM (1.4 MI)
 OT0683'NORTH OF THE CROSSING OF SPRING CREEK, 0.55 KM (0.35 MI) SOUTH OF
 OT0683'MILEPOST 70, 30.2 METERS (99 FT) WEST OF THE HIGHWAY CENTERLINE, 6.2
 OT0683'METERS (20.5 FT) NORTH OF THE EAST CORNER POST FOR THE OFFSET IN THE
 OT0683'FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  ROD SET OT
 OT0683'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OT0683'LOGO CAP.
 OT0683'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0683'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 OT0683
 OT0683                          STATION RECOVERY (2012)
 OT0683
 OT0683'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0683'DESTROYED IN ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0906 ***********************************************************************
 PT0906  DESIGNATION -  N 432
 PT0906  PID         -  PT0906
 PT0906  STATE/COUNTY-  SD/HAAKON
 PT0906  COUNTRY     -  US
 PT0906  USGS QUAD   -  MIDLAND (2017)
 PT0906
 PT0906                         *CURRENT SURVEY CONTROL
 PT0906  ______________________________________________________________________
 PT0906* NAD 83(1986) POSITION- 44 06 05.97   (N) 101 07 52.91   (W)   HD_HELD1
 PT0906* NAVD 88 ORTHO HEIGHT -   637.049 (meters)     2090.05  (feet) ADJUSTED
 PT0906  ______________________________________________________________________
 PT0906  GEOID HEIGHT    -        -22.871 (meters)                     GEOID18
 PT0906  DYNAMIC HEIGHT  -        636.873 (meters)     2089.47  (feet) COMP
 PT0906  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 PT0906
 PT0906  VERT ORDER      -  FIRST     CLASS II
 PT0906
 PT0906.The horizontal coordinates were determined by differentially corrected
 PT0906.hand held GPS observations or other comparable positioning techniques
 PT0906.and have an estimated accuracy of +/- 3 meters.
 PT0906
 PT0906.The orthometric height was determined by differential leveling and
 PT0906.adjusted by the NATIONAL GEODETIC SURVEY
 PT0906.in June 1991.
 PT0906
 PT0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0906.GEOID18 height accuracy estimate available here.
 PT0906
 PT0906.Click photographs - Photos may exist for this station.
 PT0906
 PT0906.The dynamic height is computed by dividing the NAVD 88
 PT0906.geopotential number by the normal gravity value computed on the
 PT0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0906.degrees latitude (g = 980.6199 gals.).
 PT0906
 PT0906.The modeled gravity was interpolated from observed gravity values.
 PT0906
 PT0906;                    North         East    Units  Estimated Accuracy
 PT0906;SPC SD S     -   196,756.7     536,107.1     MT  (+/- 3 meters HH1 GPS) 
 PT0906
 PT0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2941085372(NAD 83)
 PT0906
 PT0906                          SUPERSEDED SURVEY CONTROL
 PT0906
 PT0906.No superseded survey control is available for this station.
 PT0906
 PT0906_MARKER: I = METAL ROD
 PT0906_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0906_STAMPING: N 432 1985
 PT0906_MARK LOGO: NGS
 PT0906_PROJECTION: FLUSH
 PT0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0906+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0906_ROD/PIPE-DEPTH: 7.9 meters
 PT0906
 PT0906  HISTORY     - Date     Condition        Report By
 PT0906  HISTORY     - 1985     MONUMENTED       NGS
 PT0906  HISTORY     - 20120605 GOOD             INDIV
 PT0906
 PT0906                          STATION DESCRIPTION
 PT0906
 PT0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0906'4.7 KM (2.9 MI) NORTH FROM MIDLAND.
 PT0906'4.74 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM
 PT0906'THEIR JUNCTION AT MIDLAND, IN THE NORTHEAST CORNER OF THE INTERSECTION
 PT0906'OF FIELDS ACCESS ROADS, AT THE SOUTH END OF A LONG LOW CUT, 0.49 KM
 PT0906'(0.30 MI) NORTH OF MILEPOST 171, 30.2 METERS (99 FT) EAST OF THE
 PT0906'HIGHWAY CENTERLINE, 8.2 METERS (27 FT) NORTH OF THE CENTER OF THE
 PT0906'ACCESS ROAD AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 PT0906'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0906'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0906'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 PT0906
 PT0906                          STATION RECOVERY (2012)
 PT0906
 PT0906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0951 ***********************************************************************
 PT0951  DESIGNATION -  N 433
 PT0951  PID         -  PT0951
 PT0951  STATE/COUNTY-  SD/ZIEBACH
 PT0951  COUNTRY     -  US
 PT0951  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0951
 PT0951                         *CURRENT SURVEY CONTROL
 PT0951  ______________________________________________________________________
 PT0951* NAD 83(1986) POSITION- 44 43 28.     (N) 101 13 59.     (W)   SCALED
 PT0951* NAVD 88 ORTHO HEIGHT -   531.152 (meters)     1742.62  (feet) ADJUSTED
 PT0951  ______________________________________________________________________
 PT0951  GEOID HEIGHT    -        -21.770 (meters)                     GEOID18
 PT0951  DYNAMIC HEIGHT  -        531.050 (meters)     1742.29  (feet) COMP
 PT0951  MODELED GRAVITY -    980,409.5   (mgal)                       NAVD 88
 PT0951
 PT0951  VERT ORDER      -  FIRST     CLASS II
 PT0951
 PT0951.The horizontal coordinates were scaled from a map and have
 PT0951.an estimated accuracy of +/- 6 seconds.
 PT0951
 PT0951.The orthometric height was determined by differential leveling and
 PT0951.adjusted by the NATIONAL GEODETIC SURVEY
 PT0951.in June 1991.
 PT0951
 PT0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0951.GEOID18 height accuracy estimate available here.
 PT0951
 PT0951.Click photographs - Photos may exist for this station.
 PT0951
 PT0951.The dynamic height is computed by dividing the NAVD 88
 PT0951.geopotential number by the normal gravity value computed on the
 PT0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0951.degrees latitude (g = 980.6199 gals.).
 PT0951
 PT0951.The modeled gravity was interpolated from observed gravity values.
 PT0951
 PT0951;                    North         East    Units  Estimated Accuracy
 PT0951;SPC SD N     -    99,770.      502,320.      MT  (+/- 180 meters Scaled)
 PT0951
 PT0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ231547(NAD 83)
 PT0951
 PT0951                          SUPERSEDED SURVEY CONTROL
 PT0951
 PT0951.No superseded survey control is available for this station.
 PT0951
 PT0951_MARKER: I = METAL ROD
 PT0951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0951_STAMPING: N 433 1985
 PT0951_MARK LOGO: NGS
 PT0951_PROJECTION: FLUSH
 PT0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0951+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 PT0951_ROD/PIPE-DEPTH: 3.4 meters
 PT0951
 PT0951  HISTORY     - Date     Condition        Report By
 PT0951  HISTORY     - 1985     MONUMENTED       NGS
 PT0951  HISTORY     - 20110411 GOOD             INDIV
 PT0951
 PT0951                          STATION DESCRIPTION
 PT0951
 PT0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0951'36.5 KM (22.7 MI) SOUTH FROM EAGLE BUTTE.
 PT0951'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0951'STREET AT EAGLE BUTTE, THENCE 33.03 KM (20.53 MI) SOUTH ALONG STATE
 PT0951'HIGHWAY 63, AT THE NORTH END OF A CUT, IN THE CENTER OF A TRIPLE
 PT0951'WOODEN POST BRACE AT THE SOUTH END OF A WIRE GATE IN THE RIGHT-OF-WAY
 PT0951'FENCE, 0.76 KM (0.47 MI) NORTH OF THE T JUNCTION OF A PAVED ROAD
 PT0951'LEADING WEST TO CHERRY CREEK, 0.15 KM (0.09 MI) NORTH OF MILEPOST 147,
 PT0951'29.9 METERS (98 FT) EAST OF THE HIGHWAY CENTERLINE, 2.4 METERS (8 FT)
 PT0951'SOUTH OF THE SOUTH END OF THE GATE AND 0.3 METER (1 FT) WEST OF THE
 PT0951'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PT0951'5-INCH LOGO CAP.
 PT0951'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0951'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0951
 PT0951                          STATION RECOVERY (2011)
 PT0951
 PT0951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0968 ***********************************************************************
 PT0968  DESIGNATION -  N 434
 PT0968  PID         -  PT0968
 PT0968  STATE/COUNTY-  SD/ZIEBACH
 PT0968  COUNTRY     -  US
 PT0968  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0968
 PT0968                         *CURRENT SURVEY CONTROL
 PT0968  ______________________________________________________________________
 PT0968* NAD 83(1986) POSITION- 44 58 42.     (N) 101 16 37.     (W)   SCALED
 PT0968* NAVD 88 ORTHO HEIGHT -   741.262 (meters)     2431.96  (feet) ADJUSTED
 PT0968  ______________________________________________________________________
 PT0968  GEOID HEIGHT    -        -21.174 (meters)                     GEOID18
 PT0968  DYNAMIC HEIGHT  -        741.122 (meters)     2431.50  (feet) COMP
 PT0968  MODELED GRAVITY -    980,403.7   (mgal)                       NAVD 88
 PT0968
 PT0968  VERT ORDER      -  FIRST     CLASS II
 PT0968
 PT0968.The horizontal coordinates were scaled from a map and have
 PT0968.an estimated accuracy of +/- 6 seconds.
 PT0968
 PT0968.The orthometric height was determined by differential leveling and
 PT0968.adjusted by the NATIONAL GEODETIC SURVEY
 PT0968.in June 1991.
 PT0968
 PT0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0968.GEOID18 height accuracy estimate available here.
 PT0968
 PT0968.Click photographs - Photos may exist for this station.
 PT0968
 PT0968.The dynamic height is computed by dividing the NAVD 88
 PT0968.geopotential number by the normal gravity value computed on the
 PT0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0968.degrees latitude (g = 980.6199 gals.).
 PT0968
 PT0968.The modeled gravity was interpolated from observed gravity values.
 PT0968
 PT0968;                    North         East    Units  Estimated Accuracy
 PT0968;SPC SD N     -   128,030.      499,290.      MT  (+/- 180 meters Scaled)
 PT0968
 PT0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ204830(NAD 83)
 PT0968
 PT0968                          SUPERSEDED SURVEY CONTROL
 PT0968
 PT0968.No superseded survey control is available for this station.
 PT0968
 PT0968_MARKER: I = METAL ROD
 PT0968_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0968_STAMPING: N 434 1985
 PT0968_MARK LOGO: NGS
 PT0968_PROJECTION: FLUSH
 PT0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0968_ROD/PIPE-DEPTH: 7.3 meters
 PT0968
 PT0968  HISTORY     - Date     Condition        Report By
 PT0968  HISTORY     - 1985     MONUMENTED       NGS
 PT0968
 PT0968                          STATION DESCRIPTION
 PT0968
 PT0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0968'6.7 KM (4.15 MI) SOUTH FROM EAGLE BUTTE.
 PT0968'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0968'STREET AT EAGLE BUTTE, THENCE 3.25 KM (2.02 MI) SOUTH ALONG STATE
 PT0968'HIGHWAY 63, AT THE WEST BASE OF A HILL, IN THE SOUTHEAST CORNER OF THE
 PT0968'JUNCTION OF A GRAVEL ROAD, ALSO 1.63 KM (1.01 MI) SOUTH OF THE
 PT0968'ZIEBACH-DEWEY COUNTY LINE, 0.42 KM (0.26 MI) SOUTH OF MILEPOST 166,
 PT0968'85.3 METERS (280 FT) EAST OF THE HIGHWAY CENTERLINE, 9.4 METERS (31
 PT0968'FT) SOUTH OF THE CENTER OF THE ROAD, 24.4 METERS (80 FT) EAST OF A
 PT0968'BURIED WATER PIPE ACCESS COVER, 0.6 METER (2 FT) WEST-NORTHWEST OF THE
 PT0968'POWER POLE AT THE EAST SIDE OF A POWER LINE CROSSING AND 0.3 METER (1
 PT0968'FT) NORTH OF AN EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PT0968'THROUGH A 5-INCH LOGO CAP.
 PT0968'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PT0968'THE MARK IS 1.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0706 ***********************************************************************
 OT0706  DESIGNATION -  N 435
 OT0706  PID         -  OT0706
 OT0706  STATE/COUNTY-  SD/PENNINGTON
 OT0706  COUNTRY     -  US
 OT0706  USGS QUAD   -  SCENIC (2017)
 OT0706
 OT0706                         *CURRENT SURVEY CONTROL
 OT0706  ______________________________________________________________________
 OT0706* NAD 83(1986) POSITION- 43 48 05.     (N) 102 33 29.     (W)   SCALED
 OT0706* NAVD 88 ORTHO HEIGHT -   854.100 (meters)     2802.16  (feet) ADJUSTED
 OT0706  ______________________________________________________________________
 OT0706  GEOID HEIGHT    -        -18.117 (meters)                     GEOID18
 OT0706  DYNAMIC HEIGHT  -        853.820 (meters)     2801.24  (feet) COMP
 OT0706  MODELED GRAVITY -    980,262.9   (mgal)                       NAVD 88
 OT0706
 OT0706  VERT ORDER      -  FIRST     CLASS II
 OT0706
 OT0706.The horizontal coordinates were scaled from a map and have
 OT0706.an estimated accuracy of +/- 6 seconds.
 OT0706
 OT0706.The orthometric height was determined by differential leveling and
 OT0706.adjusted by the NATIONAL GEODETIC SURVEY
 OT0706.in June 1991.
 OT0706
 OT0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0706.GEOID18 height accuracy estimate available here.
 OT0706
 OT0706.Click photographs - Photos may exist for this station.
 OT0706
 OT0706.The dynamic height is computed by dividing the NAVD 88
 OT0706.geopotential number by the normal gravity value computed on the
 OT0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0706.degrees latitude (g = 980.6199 gals.).
 OT0706
 OT0706.The modeled gravity was interpolated from observed gravity values.
 OT0706
 OT0706;                    North         East    Units  Estimated Accuracy
 OT0706;SPC SD S     -   165,490.      421,010.      MT  (+/- 180 meters Scaled)
 OT0706
 OT0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ964527(NAD 83)
 OT0706
 OT0706                          SUPERSEDED SURVEY CONTROL
 OT0706
 OT0706.No superseded survey control is available for this station.
 OT0706
 OT0706_MARKER: I = METAL ROD
 OT0706_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0706+WITH SETTING: INFORMATION.
 OT0706_STAMPING: N 435 1985
 OT0706_MARK LOGO: NGS
 OT0706_PROJECTION: FLUSH
 OT0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0706_ROD/PIPE-DEPTH: 2.4 meters
 OT0706
 OT0706  HISTORY     - Date     Condition        Report By
 OT0706  HISTORY     - 1985     MONUMENTED       NGS
 OT0706
 OT0706                          STATION DESCRIPTION
 OT0706
 OT0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0706'2.4 KM (1.5 MI) NW FROM SCENIC.
 OT0706'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0706'IN SCENIC, THENCE 1.7 KM (1.05 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0706'0.35 KM (0.2 MI) SOUTHEAST OF MILEPOST 86, AT THE SOUTH END OF A
 OT0706'CURVE, 30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE, 11.3 METERS
 OT0706'(37 FT) NORTH OF A POWER POLE, 9.9 METERS (32.5 FT) NORTH OF THE NORTH
 OT0706'END OF A RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) WEST OF THE
 OT0706'RIGHT-OF-WAY FENCE.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO
 OT0706'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0706'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0706'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0632 ***********************************************************************
 OS0632  DESIGNATION -  N 436
 OS0632  PID         -  OS0632
 OS0632  STATE/COUNTY-  SD/JACKSON
 OS0632  COUNTRY     -  US
 OS0632  USGS QUAD   -  BELVIDERE SW (2017)
 OS0632
 OS0632                         *CURRENT SURVEY CONTROL
 OS0632  ______________________________________________________________________
 OS0632* NAD 83(1986) POSITION- 43 50 53.     (N) 101 22 53.     (W)   SCALED
 OS0632* NAVD 88 ORTHO HEIGHT -   718.831 (meters)     2358.36  (feet) ADJUSTED
 OS0632  ______________________________________________________________________
 OS0632  GEOID HEIGHT    -        -22.114 (meters)                     GEOID18
 OS0632  DYNAMIC HEIGHT  -        718.596 (meters)     2357.59  (feet) COMP
 OS0632  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0632
 OS0632  VERT ORDER      -  FIRST     CLASS II
 OS0632
 OS0632.The horizontal coordinates were scaled from a map and have
 OS0632.an estimated accuracy of +/- 6 seconds.
 OS0632
 OS0632.The orthometric height was determined by differential leveling and
 OS0632.adjusted by the NATIONAL GEODETIC SURVEY
 OS0632.in June 1991.
 OS0632
 OS0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0632.GEOID18 height accuracy estimate available here.
 OS0632
 OS0632.Click photographs - Photos may exist for this station.
 OS0632
 OS0632.The dynamic height is computed by dividing the NAVD 88
 OS0632.geopotential number by the normal gravity value computed on the
 OS0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0632.degrees latitude (g = 980.6199 gals.).
 OS0632
 OS0632.The modeled gravity was interpolated from observed gravity values.
 OS0632
 OS0632;                    North         East    Units  Estimated Accuracy
 OS0632;SPC SD S     -   168,810.      515,740.      MT  (+/- 180 meters Scaled)
 OS0632
 OS0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP085577(NAD 83)
 OS0632
 OS0632                          SUPERSEDED SURVEY CONTROL
 OS0632
 OS0632.No superseded survey control is available for this station.
 OS0632
 OS0632_MARKER: I = METAL ROD
 OS0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0632_STAMPING: N 436 1985
 OS0632_MARK LOGO: NGS
 OS0632_PROJECTION: FLUSH
 OS0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0632+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0632_ROD/PIPE-DEPTH: 8.2 meters
 OS0632
 OS0632  HISTORY     - Date     Condition        Report By
 OS0632  HISTORY     - 1985     MONUMENTED       NGS
 OS0632  HISTORY     - 20130116 GOOD             INDIV
 OS0632
 OS0632                          STATION DESCRIPTION
 OS0632
 OS0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0632'12.4 KM (7.7 MI) EAST FROM KADOKA.
 OS0632'0.55 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION
 OS0632'OF I-90 AT KADOKA, THENCE 11.85 KM (7.4 MI) EAST ALONG OLD US HIGHWAY
 OS0632'16, 0.15 KM (0.1 MI) SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD
 OS0632'LEADING SOUTH, 18.9 METERS (62 FT) NORTHEAST OF THE HIGHWAY
 OS0632'CENTERLINE, 42.8 METERS (140.5 FT) SOUTHEAST OF THE NORTHEAST END OF A
 OS0632'48-INCH CONCRETE PIPE CULVERT AND 0.3 METER (1 FT) SOUTHWEST OF THE
 OS0632'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OS0632'5-INCH LOGO CAP.
 OS0632'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 OS0632'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OS0632
 OS0632                          STATION RECOVERY (2013)
 OS0632
 OS0632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0605 ***********************************************************************
 QS0605  DESIGNATION -  N 438
 QS0605  PID         -  QS0605
 QS0605  STATE/COUNTY-  SD/ZIEBACH
 QS0605  COUNTRY     -  US
 QS0605  USGS QUAD   -  DUPREE NE (2017)
 QS0605
 QS0605                         *CURRENT SURVEY CONTROL
 QS0605  ______________________________________________________________________
 QS0605* NAD 83(1986) POSITION- 45 13 03.     (N) 101 30 01.     (W)   SCALED
 QS0605* NAVD 88 ORTHO HEIGHT -   668.734 (meters)     2194.00  (feet) ADJUSTED
 QS0605  ______________________________________________________________________
 QS0605  GEOID HEIGHT    -        -20.666 (meters)                     GEOID18
 QS0605  DYNAMIC HEIGHT  -        668.616 (meters)     2193.62  (feet) COMP
 QS0605  MODELED GRAVITY -    980,418.7   (mgal)                       NAVD 88
 QS0605
 QS0605  VERT ORDER      -  FIRST     CLASS II
 QS0605
 QS0605.The horizontal coordinates were scaled from a map and have
 QS0605.an estimated accuracy of +/- 6 seconds.
 QS0605
 QS0605.The orthometric height was determined by differential leveling and
 QS0605.adjusted by the NATIONAL GEODETIC SURVEY
 QS0605.in June 1991.
 QS0605
 QS0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0605.GEOID18 height accuracy estimate available here.
 QS0605
 QS0605.Click photographs - Photos may exist for this station.
 QS0605
 QS0605.The dynamic height is computed by dividing the NAVD 88
 QS0605.geopotential number by the normal gravity value computed on the
 QS0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0605.degrees latitude (g = 980.6199 gals.).
 QS0605
 QS0605.The modeled gravity was interpolated from observed gravity values.
 QS0605
 QS0605;                    North         East    Units  Estimated Accuracy
 QS0605;SPC SD N     -   154,910.      482,170.      MT  (+/- 180 meters Scaled)
 QS0605
 QS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR036101(NAD 83)
 QS0605
 QS0605                          SUPERSEDED SURVEY CONTROL
 QS0605
 QS0605.No superseded survey control is available for this station.
 QS0605
 QS0605_MARKER: I = METAL ROD
 QS0605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0605_STAMPING: N 438 1985
 QS0605_MARK LOGO: NGS
 QS0605_PROJECTION: FLUSH
 QS0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0605+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 QS0605_ROD/PIPE-DEPTH: 4.6 meters
 QS0605
 QS0605  HISTORY     - Date     Condition        Report By
 QS0605  HISTORY     - 1985     MONUMENTED       NGS
 QS0605  HISTORY     - 20120730 GOOD             INDIV
 QS0605
 QS0605                          STATION DESCRIPTION
 QS0605
 QS0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0605'24.2 KM (15.05 MI) SOUTH FROM ISABEL.
 QS0605'24.23 KM (15.06 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0605'AT ISABEL, IN THE CENTER OF A TRIPLE WOODEN POST BRACE IN THE
 QS0605'RIGHT-OF-WAY FENCE, AT THE NORTHEAST END OF A CUT, 1.39 KM (0.86 MI)
 QS0605'NORTHEAST OF THE EAST END OF THE BRIDGE OVER THE MOREAU RIVER, 0.48 KM
 QS0605'(0.30 MI) SOUTHWEST OF MILEPOST 178, 30.5 METERS (100 FT) NORTHWEST OF
 QS0605'THE HIGHWAY CENTERLINE AND 0.3 METER (1 FT) SOUTHEAST OF THE
 QS0605'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0605'5-INCH LOGO CAP.
 QS0605'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QS0605'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 QS0605
 QS0605                          STATION RECOVERY (2012)
 QS0605
 QS0605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0048 ***********************************************************************
 OR0048  DESIGNATION -  N 44
 OR0048  PID         -  OR0048
 OR0048  STATE/COUNTY-  SD/SANBORN
 OR0048  COUNTRY     -  US
 OR0048  USGS QUAD   -  LETCHER (2017)
 OR0048
 OR0048                         *CURRENT SURVEY CONTROL
 OR0048  ______________________________________________________________________
 OR0048* NAD 83(1986) POSITION- 43 57 10.     (N) 098 12 52.     (W)   SCALED
 OR0048* NAVD 88 ORTHO HEIGHT -   395.834 (meters)     1298.67  (feet) ADJUSTED
 OR0048  ______________________________________________________________________
 OR0048  GEOID HEIGHT    -        -25.708 (meters)                     GEOID18
 OR0048  DYNAMIC HEIGHT  -        395.748 (meters)     1298.38  (feet) COMP
 OR0048  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 OR0048
 OR0048  VERT ORDER      -  FIRST     CLASS II
 OR0048
 OR0048.The horizontal coordinates were scaled from a map and have
 OR0048.an estimated accuracy of +/- 6 seconds.
 OR0048
 OR0048.The orthometric height was determined by differential leveling and
 OR0048.adjusted by the NATIONAL GEODETIC SURVEY
 OR0048.in June 1991.
 OR0048
 OR0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0048.GEOID18 height accuracy estimate available here.
 OR0048
 OR0048.Click photographs - Photos may exist for this station.
 OR0048
 OR0048.The dynamic height is computed by dividing the NAVD 88
 OR0048.geopotential number by the normal gravity value computed on the
 OR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0048.degrees latitude (g = 980.6199 gals.).
 OR0048
 OR0048.The modeled gravity was interpolated from observed gravity values.
 OR0048
 OR0048;                    North         East    Units  Estimated Accuracy
 OR0048;SPC SD S     -   182,080.      770,050.      MT  (+/- 180 meters Scaled)
 OR0048
 OR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP630669(NAD 83)
 OR0048
 OR0048                          SUPERSEDED SURVEY CONTROL
 OR0048
 OR0048  NGVD 29 (??/??/92)  395.538  (m)         1297.69   (f) ADJ UNCH    1 2
 OR0048
 OR0048.Superseded values are not recommended for survey control.
 OR0048
 OR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0048.See file dsdata.pdf to determine how the superseded data were derived.
 OR0048
 OR0048_MARKER: DB = BENCH MARK DISK
 OR0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0048_STAMPING: N 44 1934
 OR0048_MARK LOGO: CGS
 OR0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0048+STABILITY: SURFACE MOTION
 OR0048
 OR0048  HISTORY     - Date     Condition        Report By
 OR0048  HISTORY     - 1934     MONUMENTED       CGS
 OR0048
 OR0048                          STATION DESCRIPTION
 OR0048
 OR0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0048'1.2 MI S FROM CUTHBERT.
 OR0048'1.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0048'PACIFIC RAILROAD FROM THE STATION AT CUTHBERT, SANBORN COUNTY,
 OR0048'ABOUT 14 POLES NORTH OF MILEPOST 20, AT A ROAD CROSSING, 30 FEET
 OR0048'NORTH OF THE CENTER LINE OF THE ROAD, 45 FEET EAST OF THE CENTER
 OR0048'LINE OF THE TRACK, AND 3 FEET WEST OF A POLE.  A STANDARD DISK,
 OR0048'STAMPED N 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0958 ***********************************************************************
 OQ0958  DESIGNATION -  N 447
 OQ0958  PID         -  OQ0958
 OQ0958  STATE/COUNTY-  SD/LINCOLN
 OQ0958  COUNTRY     -  US
 OQ0958  USGS QUAD   -  BERESFORD (2017)
 OQ0958
 OQ0958                         *CURRENT SURVEY CONTROL
 OQ0958  ______________________________________________________________________
 OQ0958* NAD 83(1986) POSITION- 43 06 45.     (N) 096 47 45.     (W)   SCALED
 OQ0958* NAVD 88 ORTHO HEIGHT -   429.191 (meters)     1408.10  (feet) ADJUSTED
 OQ0958  ______________________________________________________________________
 OQ0958  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 OQ0958  DYNAMIC HEIGHT  -        429.063 (meters)     1407.68  (feet) COMP
 OQ0958  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 OQ0958
 OQ0958  VERT ORDER      -  FIRST     CLASS II
 OQ0958
 OQ0958.The horizontal coordinates were scaled from a map and have
 OQ0958.an estimated accuracy of +/- 6 seconds.
 OQ0958
 OQ0958.The orthometric height was determined by differential leveling and
 OQ0958.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0958.in June 1991.
 OQ0958
 OQ0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0958.GEOID18 height accuracy estimate available here.
 OQ0958
 OQ0958.Click photographs - Photos may exist for this station.
 OQ0958
 OQ0958.The dynamic height is computed by dividing the NAVD 88
 OQ0958.geopotential number by the normal gravity value computed on the
 OQ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0958.degrees latitude (g = 980.6199 gals.).
 OQ0958
 OQ0958.The modeled gravity was interpolated from observed gravity values.
 OQ0958
 OQ0958;                    North         East    Units  Estimated Accuracy
 OQ0958;SPC SD S     -    92,690.      887,820.      MT  (+/- 180 meters Scaled)
 OQ0958
 OQ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN793756(NAD 83)
 OQ0958
 OQ0958                          SUPERSEDED SURVEY CONTROL
 OQ0958
 OQ0958.No superseded survey control is available for this station.
 OQ0958
 OQ0958_MARKER: F = FLANGE-ENCASED ROD
 OQ0958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0958_STAMPING: N 447 1990
 OQ0958_MARK LOGO: NGS
 OQ0958_PROJECTION: PROJECTING 16 CENTIMETERS
 OQ0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0958+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 OQ0958_ROD/PIPE-DEPTH: 6.7 meters
 OQ0958_SLEEVE-DEPTH  : 0.9 meters
 OQ0958
 OQ0958  HISTORY     - Date     Condition        Report By
 OQ0958  HISTORY     - 1990     MONUMENTED       NGS
 OQ0958  HISTORY     - 20120327 GOOD             INDIV
 OQ0958  HISTORY     - 20120514 GOOD             INDIV
 OQ0958
 OQ0958                          STATION DESCRIPTION
 OQ0958
 OQ0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0958'3.2 KM (2.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0958'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 OQ0958'MILEPOST 49, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE
 OQ0958'NORTHBOUND LANES OF THE HIGHWAY, 5.5 M (18.0 FT) NORTH OF A T-FENCE
 OQ0958'CORNER, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 OQ0958'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ0958'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ0958'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0958
 OQ0958                          STATION RECOVERY (2012)
 OQ0958
 OQ0958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0958'RECOVERED IN GOOD CONDITION.
 OQ0958
 OQ0958                          STATION RECOVERY (2012)
 OQ0958
 OQ0958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0958'STATION IS ACTUALLY IN LINCOLN COUNTY INSTEAD OF UNION COUNTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1027 ***********************************************************************
 OQ1027  DESIGNATION -  N 448
 OQ1027  PID         -  OQ1027
 OQ1027  STATE/COUNTY-  SD/MINNEHAHA
 OQ1027  COUNTRY     -  US
 OQ1027  USGS QUAD   -  CROOKS (2017)
 OQ1027
 OQ1027                         *CURRENT SURVEY CONTROL
 OQ1027  ______________________________________________________________________
 OQ1027* NAD 83(1986) POSITION- 43 40 27.     (N) 096 46 51.     (W)   SCALED
 OQ1027* NAVD 88 ORTHO HEIGHT -   470.366 (meters)     1543.19  (feet) ADJUSTED
 OQ1027  ______________________________________________________________________
 OQ1027  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 OQ1027  DYNAMIC HEIGHT  -        470.248 (meters)     1542.81  (feet) COMP
 OQ1027  MODELED GRAVITY -    980,353.9   (mgal)                       NAVD 88
 OQ1027
 OQ1027  VERT ORDER      -  FIRST     CLASS II
 OQ1027
 OQ1027.The horizontal coordinates were scaled from a map and have
 OQ1027.an estimated accuracy of +/- 6 seconds.
 OQ1027
 OQ1027.The orthometric height was determined by differential leveling and
 OQ1027.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1027.in September 1993.
 OQ1027
 OQ1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1027.GEOID18 height accuracy estimate available here.
 OQ1027
 OQ1027.Click photographs - Photos may exist for this station.
 OQ1027
 OQ1027.The dynamic height is computed by dividing the NAVD 88
 OQ1027.geopotential number by the normal gravity value computed on the
 OQ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1027.degrees latitude (g = 980.6199 gals.).
 OQ1027
 OQ1027.The modeled gravity was interpolated from observed gravity values.
 OQ1027
 OQ1027;                    North         East    Units  Estimated Accuracy
 OQ1027;SPC SD S     -   155,080.      886,370.      MT  (+/- 180 meters Scaled)
 OQ1027
 OQ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP788380(NAD 83)
 OQ1027
 OQ1027                          SUPERSEDED SURVEY CONTROL
 OQ1027
 OQ1027.No superseded survey control is available for this station.
 OQ1027
 OQ1027_MARKER: I = METAL ROD
 OQ1027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1027_STAMPING: N 448 1990
 OQ1027_MARK LOGO: NGS
 OQ1027_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1027_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1027+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2011
 OQ1027_ROD/PIPE-DEPTH: 9.1 meters
 OQ1027_SLEEVE-DEPTH  : 0.9 meters
 OQ1027
 OQ1027  HISTORY     - Date     Condition        Report By
 OQ1027  HISTORY     - 1990     MONUMENTED       NGS
 OQ1027  HISTORY     - 19910619 GOOD             NGS
 OQ1027  HISTORY     - 20110303 GOOD             INDIV
 OQ1027
 OQ1027                          STATION DESCRIPTION
 OQ1027
 OQ1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1027'14.8 KM (9.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FORM ITS
 OQ1027'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.7 KM (0.4 MI) NORTH OF
 OQ1027'MILEPOST 88, 0.6 KM (0.4 MI) SOUTH OF THE CENTER OF A HIGHLINE
 OQ1027'CROSSING THE HIGHWAY, 31.4 M (103.0 FT) EAST OF AND LEVEL WITH THE
 OQ1027'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT)
 OQ1027'SOUTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST, 3.5 M
 OQ1027'(11.5 FT) SOUTH OF A UTILITY POLE WITH TWO GUY WIRES, AND 0.5 M
 OQ1027'(1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1027'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1027'SPECIFICATIONS OF A CLASS A MONUMENT.
 OQ1027
 OQ1027                          STATION RECOVERY (1991)
 OQ1027
 OQ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1027'14.8 KM (9.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FORM ITS
 OQ1027'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.7 KM (0.4 MI) NORTH OF
 OQ1027'MILEPOST 88, 0.6 KM (0.4 MI) SOUTH OF THE CENTER OF A HIGHLINE
 OQ1027'CROSSING THE HIGHWAY, 31.4 M (103.0 FT) EAST OF AND LEVEL WITH THE
 OQ1027'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.0 M (45.9 FT)
 OQ1027'SOUTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST, 3.5 M
 OQ1027'(11.5 FT) SOUTH OF A UTILITY POLE WITH TWO GUY WIRES, AND 0.5 M
 OQ1027'(1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1027'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1027'SPECIFICATIONS OF A CLASS A MONUMENT.
 OQ1027
 OQ1027                          STATION RECOVERY (2011)
 OQ1027
 OQ1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0211 ***********************************************************************
 PS0211  DESIGNATION -  N 45
 PS0211  PID         -  PS0211
 PS0211  STATE/COUNTY-  SD/BEADLE
 PS0211  COUNTRY     -  US
 PS0211  USGS QUAD   -  WESSINGTON NE (2017)
 PS0211
 PS0211                         *CURRENT SURVEY CONTROL
 PS0211  ______________________________________________________________________
 PS0211* NAD 83(1986) POSITION- 44 27 26.21   (N) 098 30 10.07   (W)   HD_HELD1
 PS0211* NAVD 88 ORTHO HEIGHT -   412.242 (meters)     1352.50  (feet) ADJUSTED
 PS0211  ______________________________________________________________________
 PS0211  GEOID HEIGHT    -        -24.906 (meters)                     GEOID18
 PS0211  DYNAMIC HEIGHT  -        412.170 (meters)     1352.26  (feet) COMP
 PS0211  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 PS0211
 PS0211  VERT ORDER      -  FIRST     CLASS II
 PS0211
 PS0211.The horizontal coordinates were determined by differentially corrected
 PS0211.hand held GPS observations or other comparable positioning techniques
 PS0211.and have an estimated accuracy of +/- 3 meters.
 PS0211
 PS0211.The orthometric height was determined by differential leveling and
 PS0211.adjusted by the NATIONAL GEODETIC SURVEY
 PS0211.in October 1997.
 PS0211
 PS0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0211.GEOID18 height accuracy estimate available here.
 PS0211
 PS0211.Click photographs - Photos may exist for this station.
 PS0211
 PS0211.The dynamic height is computed by dividing the NAVD 88
 PS0211.geopotential number by the normal gravity value computed on the
 PS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0211.degrees latitude (g = 980.6199 gals.).
 PS0211
 PS0211.The modeled gravity was interpolated from observed gravity values.
 PS0211
 PS0211;                    North         East    Units  Estimated Accuracy
 PS0211;SPC SD N     -    70,436.5     719,151.1     MT  (+/- 3 meters HH1 GPS) 
 PS0211
 PS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3955522784(NAD 83)
 PS0211
 PS0211                          SUPERSEDED SURVEY CONTROL
 PS0211
 PS0211  NAVD 88 (06/15/91)  412.240  (m)         1352.49   (f) SUPERSEDED  1 2
 PS0211  NGVD 29 (??/??/92)  411.934  (m)         1351.49   (f) ADJ UNCH    1 2
 PS0211
 PS0211.Superseded values are not recommended for survey control.
 PS0211
 PS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0211.See file dsdata.pdf to determine how the superseded data were derived.
 PS0211
 PS0211_MARKER: DB = BENCH MARK DISK
 PS0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0211_STAMPING: N 45 1934
 PS0211_MARK LOGO: CGS
 PS0211_PROJECTION: RECESSED 6 CENTIMETERS
 PS0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0211+STABILITY: SURFACE MOTION
 PS0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0211+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0211
 PS0211  HISTORY     - Date     Condition        Report By
 PS0211  HISTORY     - 1934     MONUMENTED       CGS
 PS0211  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0211  HISTORY     - 19941102 GOOD             NGS
 PS0211
 PS0211                          STATION DESCRIPTION
 PS0211
 PS0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0211'3.6 MI NW FROM WOLSEY.
 PS0211'3-1/2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0211'AND PACIFIC RAILROAD FROM THE POST OFFICE AT WOLSEY, AT THE
 PS0211'CROSSING OF U.S. HIGHWAY 14, 135 FEET SOUTH OF THE CENTERLINE
 PS0211'OF THE HIGHWAY, 42 FEET WEST OF THE CENTERLINE OF THE TRACK,
 PS0211'AND 3 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED N 45 1934
 PS0211'AND SET IN THE TOP OF A CONCRETE POST.
 PS0211
 PS0211                          STATION RECOVERY (1973)
 PS0211
 PS0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0211'MARK NOT FOUND.
 PS0211
 PS0211                          STATION RECOVERY (1994)
 PS0211
 PS0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0211'30.4 KM (18.90 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0211'STATE HIGHWAY 37 IN HURON, 364.0 M (1194.2 FT) EAST OF MILEPOST 326,
 PS0211'37.4 M (122.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT)
 PS0211'WEST OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD,
 PS0211'3.0 M (9.8 FT) EAST OF A FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 PS0211'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 PS0211'RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1959 ***********************************************************************
 NM1959  DESIGNATION -  N 450
 NM1959  PID         -  NM1959
 NM1959  STATE/COUNTY-  SD/UNION
 NM1959  COUNTRY     -  US
 NM1959  USGS QUAD   -  ELK POINT (2017)
 NM1959
 NM1959                         *CURRENT SURVEY CONTROL
 NM1959  ______________________________________________________________________
 NM1959* NAD 83(1986) POSITION- 42 42 37.     (N) 096 41 49.     (W)   SCALED
 NM1959* NAVD 88 ORTHO HEIGHT -   343.426 (meters)     1126.72  (feet) ADJUSTED
 NM1959  ______________________________________________________________________
 NM1959  GEOID HEIGHT    -        -25.629 (meters)                     GEOID18
 NM1959  DYNAMIC HEIGHT  -        343.327 (meters)     1126.40  (feet) COMP
 NM1959  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 NM1959
 NM1959  VERT ORDER      -  FIRST     CLASS II
 NM1959
 NM1959.The horizontal coordinates were scaled from a map and have
 NM1959.an estimated accuracy of +/- 6 seconds.
 NM1959
 NM1959.The orthometric height was determined by differential leveling and
 NM1959.adjusted by the NATIONAL GEODETIC SURVEY
 NM1959.in June 1991.
 NM1959
 NM1959.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1959.GEOID18 height accuracy estimate available here.
 NM1959
 NM1959.Click photographs - Photos may exist for this station.
 NM1959
 NM1959.The dynamic height is computed by dividing the NAVD 88
 NM1959.geopotential number by the normal gravity value computed on the
 NM1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1959.degrees latitude (g = 980.6199 gals.).
 NM1959
 NM1959.The modeled gravity was interpolated from observed gravity values.
 NM1959
 NM1959;                    North         East    Units  Estimated Accuracy
 NM1959;SPC SD S     -    48,400.      897,820.      MT  (+/- 180 meters Scaled)
 NM1959
 NM1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN886312(NAD 83)
 NM1959
 NM1959                          SUPERSEDED SURVEY CONTROL
 NM1959
 NM1959.No superseded survey control is available for this station.
 NM1959
 NM1959_MARKER: I = METAL ROD
 NM1959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1959_STAMPING: N 450 1990
 NM1959_MARK LOGO: NGS
 NM1959_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1959_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1959+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1959_ROD/PIPE-DEPTH: 14.6 meters
 NM1959_SLEEVE-DEPTH  : 0.3 meters
 NM1959
 NM1959  HISTORY     - Date     Condition        Report By
 NM1959  HISTORY     - 1990     MONUMENTED       NGS
 NM1959  HISTORY     - 20120402 GOOD             INDIV
 NM1959
 NM1959                          STATION DESCRIPTION
 NM1959
 NM1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1959'2.0 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1959'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 32.3 M (106.0 FT) EAST OF
 NM1959'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.6 M (18.4
 NM1959'FT) NORTH OF A T-FENCE CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 NM1959'HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE.
 NM1959'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 NM1959'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1959
 NM1959                          STATION RECOVERY (2012)
 NM1959
 NM1959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1032 ***********************************************************************
 PR1032  DESIGNATION -  N 451
 PR1032  PID         -  PR1032
 PR1032  STATE/COUNTY-  SD/MOODY
 PR1032  COUNTRY     -  US
 PR1032  USGS QUAD   -  MEDARY (2017)
 PR1032
 PR1032                         *CURRENT SURVEY CONTROL
 PR1032  ______________________________________________________________________
 PR1032* NAD 83(1986) POSITION- 44 11 20.     (N) 096 45 32.     (W)   SCALED
 PR1032* NAVD 88 ORTHO HEIGHT -   477.274 (meters)     1565.86  (feet) ADJUSTED
 PR1032  ______________________________________________________________________
 PR1032  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 PR1032  DYNAMIC HEIGHT  -        477.173 (meters)     1565.53  (feet) COMP
 PR1032  MODELED GRAVITY -    980,392.9   (mgal)                       NAVD 88
 PR1032
 PR1032  VERT ORDER      -  FIRST     CLASS II
 PR1032
 PR1032.The horizontal coordinates were scaled from a map and have
 PR1032.an estimated accuracy of +/- 6 seconds.
 PR1032
 PR1032.The orthometric height was determined by differential leveling and
 PR1032.adjusted by the NATIONAL GEODETIC SURVEY
 PR1032.in October 1997.
 PR1032
 PR1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1032.GEOID18 height accuracy estimate available here.
 PR1032
 PR1032.Click photographs - Photos may exist for this station.
 PR1032
 PR1032.The dynamic height is computed by dividing the NAVD 88
 PR1032.geopotential number by the normal gravity value computed on the
 PR1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1032.degrees latitude (g = 980.6199 gals.).
 PR1032
 PR1032.The modeled gravity was interpolated from observed gravity values.
 PR1032
 PR1032;                    North         East    Units  Estimated Accuracy
 PR1032;SPC SD S     -   212,290.      885,680.      MT  (+/- 180 meters Scaled)
 PR1032
 PR1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP791952(NAD 83)
 PR1032
 PR1032                          SUPERSEDED SURVEY CONTROL
 PR1032
 PR1032  NAVD 88 (06/15/91)  477.289  (m)         1565.91   (f) SUPERSEDED  1 2
 PR1032
 PR1032.Superseded values are not recommended for survey control.
 PR1032
 PR1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1032.See file dsdata.pdf to determine how the superseded data were derived.
 PR1032
 PR1032_MARKER: I = METAL ROD
 PR1032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1032_STAMPING: N 451 1990
 PR1032_MARK LOGO: NGS
 PR1032_PROJECTION: PROJECTING 17 CENTIMETERS
 PR1032_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1032+STABILITY: POSITION/ELEVATION WELL
 PR1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1032+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1032_ROD/PIPE-DEPTH: 16.5 meters
 PR1032_SLEEVE-DEPTH  : 12.2 meters
 PR1032
 PR1032  HISTORY     - Date     Condition        Report By
 PR1032  HISTORY     - 1990     MONUMENTED       NGS
 PR1032
 PR1032                          STATION DESCRIPTION
 PR1032
 PR1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1032'13.7 M (44.9 FT) SOUTHERLY ALONG INTERSTATE 29 FROM ITS JUNCTION WITH
 PR1032'U.S. HIGHWAY 14 IN BROOKINGS, 0.8 KM (0.5 MI) NORTH OF THE NORTH END
 PR1032'OF A HIGHWAY BRIDGE SPANNING THE BIG SIOUX RIVER, 0.7 KM (0.4 MI)
 PR1032'SOUTH OF THE BROOKINGS-MOODY COUNTY LINE, 0.6 KM (0.4 MI) NORTH OF
 PR1032'MILEPOST 124, 30.6 M (100.4 FT) EAST OF THE CENTERLINE OF THE
 PR1032'NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE LEVEL OF
 PR1032'THE HIGHWAY, AND 0.8 M (2.6 FT) WEST OF A WITNESS POST AND THE CENTER
 PR1032'OF 3 FENCE BRACE POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PR1032'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1095 ***********************************************************************
 OQ1095  DESIGNATION -  N 452
 OQ1095  PID         -  OQ1095
 OQ1095  STATE/COUNTY-  SD/MINNEHAHA
 OQ1095  COUNTRY     -  US
 OQ1095  USGS QUAD   -  BRANDON (2017)
 OQ1095
 OQ1095                         *CURRENT SURVEY CONTROL
 OQ1095  ______________________________________________________________________
 OQ1095* NAD 83(1986) POSITION- 43 36 30.     (N) 096 30 45.     (W)   SCALED
 OQ1095* NAVD 88 ORTHO HEIGHT -   455.231 (meters)     1493.54  (feet) ADJUSTED
 OQ1095  ______________________________________________________________________
 OQ1095  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 OQ1095  DYNAMIC HEIGHT  -        455.119 (meters)     1493.17  (feet) COMP
 OQ1095  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 OQ1095
 OQ1095  VERT ORDER      -  FIRST     CLASS II
 OQ1095
 OQ1095.The horizontal coordinates were scaled from a map and have
 OQ1095.an estimated accuracy of +/- 6 seconds.
 OQ1095
 OQ1095.The orthometric height was determined by differential leveling and
 OQ1095.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1095.in September 1993.
 OQ1095
 OQ1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1095.GEOID18 height accuracy estimate available here.
 OQ1095
 OQ1095.Click photographs - Photos may exist for this station.
 OQ1095
 OQ1095.The dynamic height is computed by dividing the NAVD 88
 OQ1095.geopotential number by the normal gravity value computed on the
 OQ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1095.degrees latitude (g = 980.6199 gals.).
 OQ1095
 OQ1095.The modeled gravity was interpolated from observed gravity values.
 OQ1095
 OQ1095;                    North         East    Units  Estimated Accuracy
 OQ1095;SPC SD S     -   148,730.      908,330.      MT  (+/- 180 meters Scaled)
 OQ1095
 OQ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP007313(NAD 83)
 OQ1095
 OQ1095                          SUPERSEDED SURVEY CONTROL
 OQ1095
 OQ1095.No superseded survey control is available for this station.
 OQ1095
 OQ1095_MARKER: I = METAL ROD
 OQ1095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1095_STAMPING: N 452 1991
 OQ1095_MARK LOGO: NGS
 OQ1095_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1095_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1095+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 OQ1095_ROD/PIPE-DEPTH: 6.0 meters
 OQ1095_SLEEVE-DEPTH  : 0.9 meters
 OQ1095
 OQ1095  HISTORY     - Date     Condition        Report By
 OQ1095  HISTORY     - 1991     MONUMENTED       NGS
 OQ1095  HISTORY     - 20110301 GOOD             INDIV
 OQ1095
 OQ1095                          STATION DESCRIPTION
 OQ1095
 OQ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1095'14.4 KM (8.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1095'JUNCTION OF INTERSTATE HIGHWAY 229 AT THE NORTHEAST EDGE OF SIOUX
 OQ1095'FALLS, 0.7 KM (0.4 MI) WEST OF MILEPOST 410, 32.2 M (105.6 FT) SOUTH
 OQ1095'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 21.2 M
 OQ1095'(69.6 FT) WEST OF THE EXTENDED CENTER OF A GRAVELED ROAD, 12.2 M
 OQ1095'(40.0 FT) WEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 OQ1095'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1095'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 OQ1095'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1095
 OQ1095                          STATION RECOVERY (2011)
 OQ1095
 OQ1095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1163 ***********************************************************************
 OQ1163  DESIGNATION -  N 453
 OQ1163  PID         -  OQ1163
 OQ1163  STATE/COUNTY-  SD/HANSON
 OQ1163  COUNTRY     -  US
 OQ1163  USGS QUAD   -  FARMER (2017)
 OQ1163
 OQ1163                         *CURRENT SURVEY CONTROL
 OQ1163  ______________________________________________________________________
 OQ1163* NAD 83(1986) POSITION- 43 39 57.     (N) 097 44 40.     (W)   SCALED
 OQ1163* NAVD 88 ORTHO HEIGHT -   416.607 (meters)     1366.82  (feet) ADJUSTED
 OQ1163  ______________________________________________________________________
 OQ1163  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 OQ1163  DYNAMIC HEIGHT  -        416.505 (meters)     1366.48  (feet) COMP
 OQ1163  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 OQ1163
 OQ1163  VERT ORDER      -  FIRST     CLASS II
 OQ1163
 OQ1163.The horizontal coordinates were scaled from a map and have
 OQ1163.an estimated accuracy of +/- 6 seconds.
 OQ1163
 OQ1163.The orthometric height was determined by differential leveling and
 OQ1163.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1163.in September 1993.
 OQ1163
 OQ1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1163.GEOID18 height accuracy estimate available here.
 OQ1163
 OQ1163.Click photographs - Photos may exist for this station.
 OQ1163
 OQ1163.The dynamic height is computed by dividing the NAVD 88
 OQ1163.geopotential number by the normal gravity value computed on the
 OQ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1163.degrees latitude (g = 980.6199 gals.).
 OQ1163
 OQ1163.The modeled gravity was interpolated from observed gravity values.
 OQ1163
 OQ1163;                    North         East    Units  Estimated Accuracy
 OQ1163;SPC SD S     -   151,280.      808,750.      MT  (+/- 180 meters Scaled)
 OQ1163
 OQ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP012355(NAD 83)
 OQ1163
 OQ1163                          SUPERSEDED SURVEY CONTROL
 OQ1163
 OQ1163.No superseded survey control is available for this station.
 OQ1163
 OQ1163_MARKER: I = METAL ROD
 OQ1163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1163_STAMPING: N 453 1991
 OQ1163_MARK LOGO: NGS
 OQ1163_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1163_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1163+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 OQ1163_ROD/PIPE-DEPTH: 5.5 meters
 OQ1163_SLEEVE-DEPTH  : 0.9 meters
 OQ1163
 OQ1163  HISTORY     - Date     Condition        Report By
 OQ1163  HISTORY     - 1991     MONUMENTED       NGS
 OQ1163  HISTORY     - 20120206 GOOD             INDIV
 OQ1163
 OQ1163                          STATION DESCRIPTION
 OQ1163
 OQ1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1163'3.4 KM (2.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1163'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.2 KM (0.1
 OQ1163'MI) EAST OF MILEPOST 346, 43.2 M (141.7 FT) NORTH OF THE CENTERLINE
 OQ1163'OF THE WESTBOUND LANES OF THE HIGHWAY, 16.6 M (54.5 FT) EAST OF A
 OQ1163'T-FENCE CORNER, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 OQ1163'1.0 M (3.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OQ1163'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OQ1163'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1163
 OQ1163                          STATION RECOVERY (2012)
 OQ1163
 OQ1163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1004 ***********************************************************************
 OR1004  DESIGNATION -  N 454
 OR1004  PID         -  OR1004
 OR1004  STATE/COUNTY-  SD/AURORA
 OR1004  COUNTRY     -  US
 OR1004  USGS QUAD   -  WHITE LAKE (2017)
 OR1004
 OR1004                         *CURRENT SURVEY CONTROL
 OR1004  ______________________________________________________________________
 OR1004* NAD 83(1986) POSITION- 43 42 57.     (N) 098 42 00.     (W)   SCALED
 OR1004* NAVD 88 ORTHO HEIGHT -   500.582 (meters)     1642.33  (feet) ADJUSTED
 OR1004  ______________________________________________________________________
 OR1004  GEOID HEIGHT    -        -25.800 (meters)                     GEOID18
 OR1004  DYNAMIC HEIGHT  -        500.454 (meters)     1641.91  (feet) COMP
 OR1004  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 OR1004
 OR1004  VERT ORDER      -  FIRST     CLASS II
 OR1004
 OR1004.The horizontal coordinates were scaled from a map and have
 OR1004.an estimated accuracy of +/- 6 seconds.
 OR1004
 OR1004.The orthometric height was determined by differential leveling and
 OR1004.adjusted by the NATIONAL GEODETIC SURVEY
 OR1004.in September 1993.
 OR1004
 OR1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1004.GEOID18 height accuracy estimate available here.
 OR1004
 OR1004.Click photographs - Photos may exist for this station.
 OR1004
 OR1004.The dynamic height is computed by dividing the NAVD 88
 OR1004.geopotential number by the normal gravity value computed on the
 OR1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1004.degrees latitude (g = 980.6199 gals.).
 OR1004
 OR1004.The modeled gravity was interpolated from observed gravity values.
 OR1004
 OR1004;                    North         East    Units  Estimated Accuracy
 OR1004;SPC SD S     -   154,880.      731,610.      MT  (+/- 180 meters Scaled)
 OR1004
 OR1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP241403(NAD 83)
 OR1004
 OR1004                          SUPERSEDED SURVEY CONTROL
 OR1004
 OR1004.No superseded survey control is available for this station.
 OR1004
 OR1004_MARKER: I = METAL ROD
 OR1004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1004_STAMPING: N 454 1991
 OR1004_MARK LOGO: NGS
 OR1004_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1004_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1004+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OR1004_ROD/PIPE-DEPTH: 7.4 meters
 OR1004_SLEEVE-DEPTH  : 0.9 meters
 OR1004
 OR1004  HISTORY     - Date     Condition        Report By
 OR1004  HISTORY     - 1990     MONUMENTED       NGS
 OR1004
 OR1004                          STATION DESCRIPTION
 OR1004
 OR1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1004'17.5 M (57.4 FT) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OR1004'JUNCTION WITH INTERSTATE HIGHWAY 90 BUSINESS IN PLANKINTON, 0.6 KM
 OR1004'(0.4 MI) EAST OF MILEPOST 297, 130 M (426.5 FT) EAST OF A HIGHWAY
 OR1004'INFORMATION SIGN (PLANKINTON 11 SIOUX FALLS 104), 29.3 M (96.1 FT)
 OR1004'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OR1004'HIGHWAY, 20.6 M (67.6 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE,
 OR1004'13.2 M (43.3 FT) EAST OF A BRACED FENCE POST, 10.3 M (33.8 FT) NORTH
 OR1004'OF THE CENTER OF A GRAVEL ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OR1004'HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OR1004'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR1004'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1031 ***********************************************************************
 OR1031  DESIGNATION -  N 455
 OR1031  PID         -  OR1031
 OR1031  STATE/COUNTY-  SD/BRULE
 OR1031  COUNTRY     -  US
 OR1031  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1031
 OR1031                         *CURRENT SURVEY CONTROL
 OR1031  ______________________________________________________________________
 OR1031* NAD 83(1986) POSITION- 43 45 08.     (N) 099 15 34.     (W)   SCALED
 OR1031* NAVD 88 ORTHO HEIGHT -   505.725 (meters)     1659.20  (feet) ADJUSTED
 OR1031  ______________________________________________________________________
 OR1031  GEOID HEIGHT    -        -25.720 (meters)                     GEOID18
 OR1031  DYNAMIC HEIGHT  -        505.586 (meters)     1658.74  (feet) COMP
 OR1031  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 OR1031
 OR1031  VERT ORDER      -  FIRST     CLASS II
 OR1031
 OR1031.The horizontal coordinates were scaled from a map and have
 OR1031.an estimated accuracy of +/- 6 seconds.
 OR1031
 OR1031.The orthometric height was determined by differential leveling and
 OR1031.adjusted by the NATIONAL GEODETIC SURVEY
 OR1031.in September 1993.
 OR1031
 OR1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1031.GEOID18 height accuracy estimate available here.
 OR1031
 OR1031.Click photographs - Photos may exist for this station.
 OR1031
 OR1031.The dynamic height is computed by dividing the NAVD 88
 OR1031.geopotential number by the normal gravity value computed on the
 OR1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1031.degrees latitude (g = 980.6199 gals.).
 OR1031
 OR1031.The modeled gravity was interpolated from observed gravity values.
 OR1031
 OR1031;                    North         East    Units  Estimated Accuracy
 OR1031;SPC SD S     -   158,190.      686,480.      MT  (+/- 180 meters Scaled)
 OR1031
 OR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP791443(NAD 83)
 OR1031
 OR1031                          SUPERSEDED SURVEY CONTROL
 OR1031
 OR1031.No superseded survey control is available for this station.
 OR1031
 OR1031_MARKER: I = METAL ROD
 OR1031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1031_STAMPING: N 455 1991
 OR1031_MARK LOGO: NGS
 OR1031_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1031_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1031+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1031_ROD/PIPE-DEPTH: 6.8 meters
 OR1031_SLEEVE-DEPTH  : 0.9 meters
 OR1031
 OR1031  HISTORY     - Date     Condition        Report By
 OR1031  HISTORY     - 1991     MONUMENTED       NGS
 OR1031  HISTORY     - 20120312 GOOD             INDIV
 OR1031
 OR1031                          STATION DESCRIPTION
 OR1031
 OR1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1031'8.8 KM (5.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1031'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1031'0.3 KM (0.2 MI) WEST OF MILEPOST 269, 31.2 M (102.4 FT) SOUTH OF THE
 OR1031'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 2.5 M (8.2 FT) EAST
 OR1031'OF A BRACED FENCE POST, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OR1031'HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OR1031'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR1031'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1031
 OR1031                          STATION RECOVERY (2012)
 OR1031
 OR1031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0857 ***********************************************************************
 OS0857  DESIGNATION -  N 457
 OS0857  PID         -  OS0857
 OS0857  STATE/COUNTY-  SD/JONES
 OS0857  COUNTRY     -  US
 OS0857  USGS QUAD   -  OKATON (2017)
 OS0857
 OS0857                         *CURRENT SURVEY CONTROL
 OS0857  ______________________________________________________________________
 OS0857* NAD 83(1986) POSITION- 43 54 03.     (N) 100 59 06.     (W)   SCALED
 OS0857* NAVD 88 ORTHO HEIGHT -   702.394 (meters)     2304.44  (feet) ADJUSTED
 OS0857  ______________________________________________________________________
 OS0857  GEOID HEIGHT    -        -23.429 (meters)                     GEOID18
 OS0857  DYNAMIC HEIGHT  -        702.163 (meters)     2303.68  (feet) COMP
 OS0857  MODELED GRAVITY -    980,267.1   (mgal)                       NAVD 88
 OS0857
 OS0857  VERT ORDER      -  FIRST     CLASS II
 OS0857
 OS0857.The horizontal coordinates were scaled from a map and have
 OS0857.an estimated accuracy of +/- 6 seconds.
 OS0857
 OS0857.The orthometric height was determined by differential leveling and
 OS0857.adjusted by the NATIONAL GEODETIC SURVEY
 OS0857.in September 1993.
 OS0857
 OS0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0857.GEOID18 height accuracy estimate available here.
 OS0857
 OS0857.Click photographs - Photos may exist for this station.
 OS0857
 OS0857.The dynamic height is computed by dividing the NAVD 88
 OS0857.geopotential number by the normal gravity value computed on the
 OS0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0857.degrees latitude (g = 980.6199 gals.).
 OS0857
 OS0857.The modeled gravity was interpolated from observed gravity values.
 OS0857
 OS0857;                    North         East    Units  Estimated Accuracy
 OS0857;SPC SD S     -   174,340.      547,650.      MT  (+/- 180 meters Scaled)
 OS0857
 OS0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP405627(NAD 83)
 OS0857
 OS0857                          SUPERSEDED SURVEY CONTROL
 OS0857
 OS0857.No superseded survey control is available for this station.
 OS0857
 OS0857_MARKER: I = METAL ROD
 OS0857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0857_STAMPING: N 457 1991
 OS0857_MARK LOGO: NGS
 OS0857_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0857_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0857+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0857_ROD/PIPE-DEPTH: 4.7 meters
 OS0857_SLEEVE-DEPTH  : 0.9 meters
 OS0857
 OS0857  HISTORY     - Date     Condition        Report By
 OS0857  HISTORY     - 1991     MONUMENTED       NGS
 OS0857
 OS0857                          STATION DESCRIPTION
 OS0857
 OS0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0857'23.0 KM (14.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0857'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.8 KM (0.50
 OS0857'MI) EAST OF MILEPOST 178, 30.9 M (101.4 FT) SOUTH OF THE CENTERLINE
 OS0857'OF THE EASTBOUND LANES OF THE HIGHWAY, 4.7 M (15.4 FT) WEST OF A
 OS0857'T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0857'0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0857'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0857'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0894 ***********************************************************************
 OS0894  DESIGNATION -  N 458
 OS0894  PID         -  OS0894
 OS0894  STATE/COUNTY-  SD/MELLETTE
 OS0894  COUNTRY     -  US
 OS0894  USGS QUAD   -  WESTOVER (2017)
 OS0894
 OS0894                         *CURRENT SURVEY CONTROL
 OS0894  ______________________________________________________________________
 OS0894* NAD 83(1986) POSITION- 43 37 49.10   (N) 100 40 58.09   (W)   HD_HELD1
 OS0894* NAVD 88 ORTHO HEIGHT -   573.688 (meters)     1882.17  (feet) ADJUSTED
 OS0894  ______________________________________________________________________
 OS0894  GEOID HEIGHT    -        -24.215 (meters)                     GEOID18
 OS0894  DYNAMIC HEIGHT  -        573.492 (meters)     1881.53  (feet) COMP
 OS0894  MODELED GRAVITY -    980,260.3   (mgal)                       NAVD 88
 OS0894
 OS0894  VERT ORDER      -  FIRST     CLASS II
 OS0894
 OS0894.The horizontal coordinates were determined by differentially corrected
 OS0894.hand held GPS observations or other comparable positioning techniques
 OS0894.and have an estimated accuracy of +/- 3 meters.
 OS0894
 OS0894.The orthometric height was determined by differential leveling and
 OS0894.adjusted by the NATIONAL GEODETIC SURVEY
 OS0894.in June 1994.
 OS0894
 OS0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0894.GEOID18 height accuracy estimate available here.
 OS0894
 OS0894.Click photographs - Photos may exist for this station.
 OS0894
 OS0894.The dynamic height is computed by dividing the NAVD 88
 OS0894.geopotential number by the normal gravity value computed on the
 OS0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0894.degrees latitude (g = 980.6199 gals.).
 OS0894
 OS0894.The modeled gravity was interpolated from observed gravity values.
 OS0894
 OS0894;                    North         East    Units  Estimated Accuracy
 OS0894;SPC SD S     -   144,141.5     571,799.6     MT  (+/- 3 meters HH1 GPS) 
 OS0894
 OS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6424632188(NAD 83)
 OS0894
 OS0894                          SUPERSEDED SURVEY CONTROL
 OS0894
 OS0894.No superseded survey control is available for this station.
 OS0894
 OS0894_MARKER: I = METAL ROD
 OS0894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0894_STAMPING: N 458 1992
 OS0894_MARK LOGO: NGS
 OS0894_PROJECTION: FLUSH
 OS0894_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0894+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0894_ROD/PIPE-DEPTH: 4.3 meters
 OS0894
 OS0894  HISTORY     - Date     Condition        Report By
 OS0894  HISTORY     - 1992     MONUMENTED       NGS
 OS0894  HISTORY     - 20051104 GOOD             HKM
 OS0894
 OS0894                          STATION DESCRIPTION
 OS0894
 OS0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0894'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0894'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0894'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0894'3.0 KM (1.85 MI) NORTHERLY ALONG A GRAVELED ROAD, 7.5 M (24.6 FT)
 OS0894'SOUTH-SOUTHEAST OF THE CENTER OF A GATE, 6.6 M (21.7 FT) SOUTHWEST OF
 OS0894'THE CENTER OF THE ROAD, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST
 OS0894'AND FENCE, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD.
 OS0894'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0894
 OS0894                          STATION RECOVERY (2005)
 OS0894
 OS0894'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0894'RECOVERED AS DESCRIBED, COVER ON MONUMENT IS GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0940 ***********************************************************************
 OS0940  DESIGNATION -  N 459
 OS0940  PID         -  OS0940
 OS0940  STATE/COUNTY-  SD/TODD
 OS0940  COUNTRY     -  US
 OS0940  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0940
 OS0940                         *CURRENT SURVEY CONTROL
 OS0940  ______________________________________________________________________
 OS0940* NAD 83(2011) POSITION- 43 05 47.37479(N) 100 36 05.33357(W)   NO CHECK
 OS0940* NAD 83(2011) ELLIP HT-   827.606 (meters)        (06/27/12)   NO CHECK
 OS0940* NAD 83(2011) EPOCH   -  2010.00
 OS0940* NAVD 88 ORTHO HEIGHT -   850.122 (meters)     2789.11  (feet) ADJUSTED
 OS0940  ______________________________________________________________________
 OS0940  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 OS0940  NAD 83(2011) X  -   -858,295.805 (meters)                     COMP
 OS0940  NAD 83(2011) Y  - -4,585,607.286 (meters)                     COMP
 OS0940  NAD 83(2011) Z  -  4,335,900.981 (meters)                     COMP
 OS0940  LAPLACE CORR    -         -7.19  (seconds)                    DEFLEC18
 OS0940  DYNAMIC HEIGHT  -        849.776 (meters)     2787.97  (feet) COMP
 OS0940  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 OS0940
 OS0940  VERT ORDER      -  FIRST     CLASS II
 OS0940
 OS0940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0940  Standards:
 OS0940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0940  -------------------------------------------------------------------
 OS0940  NETWORK    0.77   0.98           0.33   0.30   0.50     -0.09416420
 OS0940  -------------------------------------------------------------------
 OS0940  Click here for local accuracies and other accuracy information.
 OS0940
 OS0940.The horizontal coordinates were established by GPS observations
 OS0940.and adjusted by the National Geodetic Survey in June 2012.
 OS0940
 OS0940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0940.been affixed to the stable North American tectonic plate. See 
 OS0940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0940
 OS0940.The horizontal coordinates are valid at the epoch date displayed above
 OS0940.which is a decimal equivalence of Year/Month/Day.
 OS0940
 OS0940.No horizontal observational check was made to the station.
 OS0940
 OS0940.The orthometric height was determined by differential leveling and
 OS0940.adjusted by the NATIONAL GEODETIC SURVEY
 OS0940.in June 1994.
 OS0940
 OS0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0940.GEOID18 height accuracy estimate available here.
 OS0940
 OS0940.Click photographs - Photos may exist for this station.
 OS0940
 OS0940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0940
 OS0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0940
 OS0940.The ellipsoidal height was determined by GPS observations
 OS0940.and is referenced to NAD 83.
 OS0940
 OS0940.The dynamic height is computed by dividing the NAVD 88
 OS0940.geopotential number by the normal gravity value computed on the
 OS0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0940.degrees latitude (g = 980.6199 gals.).
 OS0940
 OS0940.The modeled gravity was interpolated from observed gravity values.
 OS0940
 OS0940. The following values were computed from the NAD 83(2011) position.
 OS0940
 OS0940;                    North         East     Units Scale Factor Converg.
 OS0940;SPC SD S     -    84,815.669   578,170.353   MT  0.99994809   -0 11 05.9
 OS0940;SPC SD S     -   278,266.07  1,896,880.57   sFT  0.99994809   -0 11 05.9
 OS0940;UTM  14      - 4,772,774.904   369,669.171   MT  0.99980896   -1 05 39.6
 OS0940
 OS0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0940!SPC SD S     -   0.99987023  x   0.99994809  =   0.99981833
 OS0940!UTM  14      -   0.99987023  x   0.99980896  =   0.99967922
 OS0940
 OS0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6966972774(NAD 83)
 OS0940
 OS0940                          SUPERSEDED SURVEY CONTROL
 OS0940
 OS0940  NAD 83(2007)-  43 05 47.37456(N)    100 36 05.33471(W) AD(2002.00) 1
 OS0940  ELLIP H (02/23/11)  827.629  (m)                       GP(2002.00) 3 2
 OS0940  NAVD 88             850.12   (m)         2789.1    (f) LEVELING    3  
 OS0940
 OS0940.Superseded values are not recommended for survey control.
 OS0940
 OS0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0940.See file dsdata.pdf to determine how the superseded data were derived.
 OS0940
 OS0940_MARKER: F = FLANGE-ENCASED ROD
 OS0940_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0940_STAMPING: N 459 1992
 OS0940_MARK LOGO: NGS
 OS0940_PROJECTION: FLUSH
 OS0940_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0940+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 OS0940_ROD/PIPE-DEPTH: 3.4 meters
 OS0940
 OS0940  HISTORY     - Date     Condition        Report By
 OS0940  HISTORY     - 1992     MONUMENTED       NGS
 OS0940  HISTORY     - 20101004 GOOD             GEOMET
 OS0940
 OS0940                          STATION DESCRIPTION
 OS0940
 OS0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0940'25.2 KM (15.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0940'OF U.S. HIGHWAY 18 IN MISSION, 22.0 M (72.2 FT) WEST OF THE
 OS0940'CENTERLINE OF THE HIGHWAY, 4.8 M (15.7 FT) WEST OF THE SOUTH END OF A
 OS0940'CULVERT UNDER A ROAD (ABANDONED), 4.1 M (13.5 FT) SOUTH OF THE CENTER
 OS0940'OF THE ROAD, 1.0 M (3.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3
 OS0940'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OS0940'POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0940
 OS0940                          STATION RECOVERY (2010)
 OS0940
 OS0940'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2010 (RD)
 OS0940'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0234 ***********************************************************************
 PS0234  DESIGNATION -  N 46
 PS0234  PID         -  PS0234
 PS0234  STATE/COUNTY-  SD/FAULK
 PS0234  COUNTRY     -  US
 PS0234  USGS QUAD   -  ROCKHAM (2017)
 PS0234
 PS0234                         *CURRENT SURVEY CONTROL
 PS0234  ______________________________________________________________________
 PS0234* NAD 83(1986) POSITION- 44 54 03.     (N) 098 46 04.     (W)   SCALED
 PS0234* NAVD 88 ORTHO HEIGHT -   419.965 (meters)     1377.84  (feet) ADJUSTED
 PS0234  ______________________________________________________________________
 PS0234  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 PS0234  DYNAMIC HEIGHT  -        419.914 (meters)     1377.67  (feet) COMP
 PS0234  MODELED GRAVITY -    980,481.5   (mgal)                       NAVD 88
 PS0234
 PS0234  VERT ORDER      -  FIRST     CLASS II
 PS0234
 PS0234.The horizontal coordinates were scaled from a map and have
 PS0234.an estimated accuracy of +/- 6 seconds.
 PS0234
 PS0234.The orthometric height was determined by differential leveling and
 PS0234.adjusted by the NATIONAL GEODETIC SURVEY
 PS0234.in June 1991.
 PS0234
 PS0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0234.GEOID18 height accuracy estimate available here.
 PS0234
 PS0234.Click photographs - Photos may exist for this station.
 PS0234
 PS0234.The dynamic height is computed by dividing the NAVD 88
 PS0234.geopotential number by the normal gravity value computed on the
 PS0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0234.degrees latitude (g = 980.6199 gals.).
 PS0234
 PS0234.The modeled gravity was interpolated from observed gravity values.
 PS0234
 PS0234;                    North         East    Units  Estimated Accuracy
 PS0234;SPC SD N     -   119,360.      697,320.      MT  (+/- 180 meters Scaled)
 PS0234
 PS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ183719(NAD 83)
 PS0234
 PS0234                          SUPERSEDED SURVEY CONTROL
 PS0234
 PS0234  NGVD 29 (??/??/92)  419.656  (m)         1376.82   (f) ADJ UNCH    1 2
 PS0234
 PS0234.Superseded values are not recommended for survey control.
 PS0234
 PS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0234.See file dsdata.pdf to determine how the superseded data were derived.
 PS0234
 PS0234_MARKER: DB = BENCH MARK DISK
 PS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0234_STAMPING: N 46 1934
 PS0234_MARK LOGO: CGS
 PS0234_PROJECTION: FLUSH
 PS0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0234+STABILITY: SURFACE MOTION
 PS0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0234+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 PS0234
 PS0234  HISTORY     - Date     Condition        Report By
 PS0234  HISTORY     - 1934     MONUMENTED       CGS
 PS0234  HISTORY     - 19960601 GOOD             NGS
 PS0234
 PS0234                          STATION DESCRIPTION
 PS0234
 PS0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0234'1.8 MI W FROM ZELL.
 PS0234'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0234'FROM THE STATION AT ZELL, FAULK COUNTY, ABOUT 15 POLES EAST
 PS0234'OF MILEPOST 13, AT A ROAD CROSSING, 45 FEET WEST OF THE
 PS0234'CENTER LINE OF THE ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE
 PS0234'TRACK, AND 4 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 PS0234'N 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0234
 PS0234                          STATION RECOVERY (1996)
 PS0234
 PS0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0234'20.0 KM (12.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PS0234'OF U.S. HIGHWAY 281 IN REDFIELD, THENCE 0.4 KM (0.25 MI) NORTHERLY
 PS0234'ALONG A TRACK ROAD, 35.8 M (117.5 FT) NORTHWEST OF A FENCE CORNER,
 PS0234'20.7 M (67.9 FT) WEST OF A FENCE, 15.7 M (51.5 FT) WEST OF THE ROAD
 PS0234'CENTER, 13.0 M (42.7 FT) NORTH OF THE CENTER OF A RAILROAD GRADE
 PS0234'(TRACK REMOVED), 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0
 PS0234'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE
 PS0234'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8813 ***********************************************************************
 AB8813  DESIGNATION -  N 460
 AB8813  PID         -  AB8813
 AB8813  STATE/COUNTY-  SD/BROOKINGS
 AB8813  COUNTRY     -  US
 AB8813  USGS QUAD   -  BROOKINGS (2017)
 AB8813
 AB8813                         *CURRENT SURVEY CONTROL
 AB8813  ______________________________________________________________________
 AB8813* NAD 83(1986) POSITION- 44 19 29.25   (N) 096 49 14.82   (W)   HD_HELD1
 AB8813* NAVD 88 ORTHO HEIGHT -   488.386 (meters)     1602.31  (feet) ADJUSTED
 AB8813  ______________________________________________________________________
 AB8813  GEOID HEIGHT    -        -25.341 (meters)                     GEOID18
 AB8813  DYNAMIC HEIGHT  -        488.297 (meters)     1602.02  (feet) COMP
 AB8813  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 AB8813
 AB8813  VERT ORDER      -  FIRST     CLASS II
 AB8813
 AB8813.The horizontal coordinates were determined by differentially corrected
 AB8813.hand held GPS observations or other comparable positioning techniques
 AB8813.and have an estimated accuracy of +/- 3 meters.
 AB8813
 AB8813.The orthometric height was determined by differential leveling and
 AB8813.adjusted by the NATIONAL GEODETIC SURVEY
 AB8813.in October 1997.
 AB8813
 AB8813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8813.GEOID18 height accuracy estimate available here.
 AB8813
 AB8813.Click photographs - Photos may exist for this station.
 AB8813
 AB8813.The dynamic height is computed by dividing the NAVD 88
 AB8813.geopotential number by the normal gravity value computed on the
 AB8813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8813.degrees latitude (g = 980.6199 gals.).
 AB8813
 AB8813.The modeled gravity was interpolated from observed gravity values.
 AB8813
 AB8813;                    North         East    Units  Estimated Accuracy
 AB8813;SPC SD N     -    59,591.4     853,537.3     MT  (+/- 3 meters HH1 GPS) 
 AB8813
 AB8813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7376110257(NAD 83)
 AB8813
 AB8813                          SUPERSEDED SURVEY CONTROL
 AB8813
 AB8813.No superseded survey control is available for this station.
 AB8813
 AB8813_MARKER: I = METAL ROD
 AB8813_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8813_STAMPING: N 460 1994
 AB8813_MARK LOGO: NGS
 AB8813_PROJECTION: FLUSH
 AB8813_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8813+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8813_ROD/PIPE-DEPTH: 4.2 meters
 AB8813_SLEEVE-DEPTH  : 0.9 meters
 AB8813
 AB8813  HISTORY     - Date     Condition        Report By
 AB8813  HISTORY     - 1994     MONUMENTED       NGS
 AB8813
 AB8813                          STATION DESCRIPTION
 AB8813
 AB8813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8813'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8813'BROOKINGS, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8813'770.0 M (2526.2 FT) EAST OF MILEPOST 418, 152.0 M (498.7 FT) SOUTHEAST
 AB8813'OF THE SOUTHEAST END OF THE HIGHWAY OVERPASS OF U.S. HIGHWAY 14
 AB8813'ALTERNATE, 33.3 M (109.3 FT) EAST OF A HIGHWAY WARNING SIGN (35 MPH
 AB8813'CURVE), 33.0 M (108.3 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND
 AB8813'LANES OF THE HIGHWAY, 4.5 M (14.8 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8813'1.4 M (4.6 FT) NORTHWEST OF THE SOUTHEAST END OF 2 BRACED FENCE POSTS,
 AB8813'AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 AB8813'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  THE
 AB8813'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8886 ***********************************************************************
 AB8886  DESIGNATION -  N 461
 AB8886  PID         -  AB8886
 AB8886  STATE/COUNTY-  SD/BEADLE
 AB8886  COUNTRY     -  US
 AB8886  USGS QUAD   -  PEARL CREEK COLONY (2017)
 AB8886
 AB8886                         *CURRENT SURVEY CONTROL
 AB8886  ______________________________________________________________________
 AB8886* NAD 83(1986) POSITION- 44 22 08.     (N) 097 56 01.     (W)   SCALED
 AB8886* NAVD 88 ORTHO HEIGHT -   411.985 (meters)     1351.65  (feet) ADJUSTED
 AB8886  ______________________________________________________________________
 AB8886  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 AB8886  DYNAMIC HEIGHT  -        411.914 (meters)     1351.42  (feet) COMP
 AB8886  MODELED GRAVITY -    980,434.3   (mgal)                       NAVD 88
 AB8886
 AB8886  VERT ORDER      -  FIRST     CLASS II
 AB8886
 AB8886.The horizontal coordinates were scaled from a map and have
 AB8886.an estimated accuracy of +/- 6 seconds.
 AB8886
 AB8886.The orthometric height was determined by differential leveling and
 AB8886.adjusted by the NATIONAL GEODETIC SURVEY
 AB8886.in October 1997.
 AB8886
 AB8886.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8886.GEOID18 height accuracy estimate available here.
 AB8886
 AB8886.Click photographs - Photos may exist for this station.
 AB8886
 AB8886.The dynamic height is computed by dividing the NAVD 88
 AB8886.geopotential number by the normal gravity value computed on the
 AB8886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8886.degrees latitude (g = 980.6199 gals.).
 AB8886
 AB8886.The modeled gravity was interpolated from observed gravity values.
 AB8886
 AB8886;                    North         East    Units  Estimated Accuracy
 AB8886;SPC SD N     -    61,610.      764,690.      MT  (+/- 180 meters Scaled)
 AB8886
 AB8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ849133(NAD 83)
 AB8886
 AB8886                          SUPERSEDED SURVEY CONTROL
 AB8886
 AB8886.No superseded survey control is available for this station.
 AB8886
 AB8886_MARKER: I = METAL ROD
 AB8886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8886_STAMPING: N 461 1994
 AB8886_MARK LOGO: NGS
 AB8886_PROJECTION: FLUSH
 AB8886_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8886+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8886_ROD/PIPE-DEPTH: 4.0 meters
 AB8886_SLEEVE-DEPTH  : 0.9 meters
 AB8886
 AB8886  HISTORY     - Date     Condition        Report By
 AB8886  HISTORY     - 1994     MONUMENTED       NGS
 AB8886
 AB8886                          STATION DESCRIPTION
 AB8886
 AB8886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8886'22.4 KM (13.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8886'STATE HIGHWAY 37 IN HURON, 710.4 M (2330.7 FT) WEST OF MILEPOST 360,
 AB8886'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 26.1 M (85.6 FT)
 AB8886'EAST OF THE CENTER OF A TRACK ROAD, 14.5 M (47.6 FT) EAST OF A UTILITY
 AB8886'POLE AND FENCE CORNER, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8886'AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AB8886'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB8886'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8919 ***********************************************************************
 AB8919  DESIGNATION -  N 462
 AB8919  PID         -  AB8919
 AB8919  STATE/COUNTY-  SD/BEADLE
 AB8919  COUNTRY     -  US
 AB8919  USGS QUAD   -  WOLSEY (2017)
 AB8919
 AB8919                         *CURRENT SURVEY CONTROL
 AB8919  ______________________________________________________________________
 AB8919* NAD 83(1986) POSITION- 44 24 01.     (N) 098 28 26.     (W)   SCALED
 AB8919* NAVD 88 ORTHO HEIGHT -   408.022 (meters)     1338.65  (feet) ADJUSTED
 AB8919  ______________________________________________________________________
 AB8919  GEOID HEIGHT    -        -24.992 (meters)                     GEOID18
 AB8919  DYNAMIC HEIGHT  -        407.950 (meters)     1338.42  (feet) COMP
 AB8919  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 AB8919
 AB8919  VERT ORDER      -  FIRST     CLASS II
 AB8919
 AB8919.The horizontal coordinates were scaled from a map and have
 AB8919.an estimated accuracy of +/- 6 seconds.
 AB8919
 AB8919.The orthometric height was determined by differential leveling and
 AB8919.adjusted by the NATIONAL GEODETIC SURVEY
 AB8919.in October 1997.
 AB8919
 AB8919.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8919.GEOID18 height accuracy estimate available here.
 AB8919
 AB8919.Click photographs - Photos may exist for this station.
 AB8919
 AB8919.The dynamic height is computed by dividing the NAVD 88
 AB8919.geopotential number by the normal gravity value computed on the
 AB8919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8919.degrees latitude (g = 980.6199 gals.).
 AB8919
 AB8919.The modeled gravity was interpolated from observed gravity values.
 AB8919
 AB8919;                    North         East    Units  Estimated Accuracy
 AB8919;SPC SD N     -    64,150.      721,570.      MT  (+/- 180 meters Scaled)
 AB8919
 AB8919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ418164(NAD 83)
 AB8919
 AB8919                          SUPERSEDED SURVEY CONTROL
 AB8919
 AB8919.No superseded survey control is available for this station.
 AB8919
 AB8919_MARKER: I = METAL ROD
 AB8919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8919_STAMPING: N 462 1994
 AB8919_MARK LOGO: NGS
 AB8919_PROJECTION: FLUSH
 AB8919_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8919+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8919_ROD/PIPE-DEPTH: 9.3 meters
 AB8919_SLEEVE-DEPTH  : 0.9 meters
 AB8919
 AB8919  HISTORY     - Date     Condition        Report By
 AB8919  HISTORY     - 1994     MONUMENTED       NGS
 AB8919
 AB8919                          STATION DESCRIPTION
 AB8919
 AB8919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8919'23.1 KM (14.35 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8919'STATE HIGHWAY 37 IN HURON, 500.0 M (1640.4 FT) EAST OF MILEPOST 331,
 AB8919'67.0 M (219.8 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING EAST,
 AB8919'19.8 M (65.0 FT) EAST OF THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT)
 AB8919'SOUTH-SOUTHEAST OF A UTILITY POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF
 AB8919'THE HIGHWAY, AND 0.5 M (1.6 FT) WEST-SOUTHWEST OF A WITNESS POST AND
 AB8919'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8919'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8947 ***********************************************************************
 AB8947  DESIGNATION -  N 463
 AB8947  PID         -  AB8947
 AB8947  STATE/COUNTY-  SD/HAND
 AB8947  COUNTRY     -  US
 AB8947  USGS QUAD   -  MILLER (2017)
 AB8947
 AB8947                         *CURRENT SURVEY CONTROL
 AB8947  ______________________________________________________________________
 AB8947* NAD 83(1986) POSITION- 44 30 49.     (N) 098 53 03.     (W)   SCALED
 AB8947* NAVD 88 ORTHO HEIGHT -   461.659 (meters)     1514.63  (feet) ADJUSTED
 AB8947  ______________________________________________________________________
 AB8947  GEOID HEIGHT    -        -24.669 (meters)                     GEOID18
 AB8947  DYNAMIC HEIGHT  -        461.570 (meters)     1514.33  (feet) COMP
 AB8947  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 AB8947
 AB8947  VERT ORDER      -  FIRST     CLASS II
 AB8947
 AB8947.The horizontal coordinates were scaled from a map and have
 AB8947.an estimated accuracy of +/- 6 seconds.
 AB8947
 AB8947.The orthometric height was determined by differential leveling and
 AB8947.adjusted by the NATIONAL GEODETIC SURVEY
 AB8947.in October 1997.
 AB8947
 AB8947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8947.GEOID18 height accuracy estimate available here.
 AB8947
 AB8947.Click photographs - Photos may exist for this station.
 AB8947
 AB8947.The dynamic height is computed by dividing the NAVD 88
 AB8947.geopotential number by the normal gravity value computed on the
 AB8947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8947.degrees latitude (g = 980.6199 gals.).
 AB8947
 AB8947.The modeled gravity was interpolated from observed gravity values.
 AB8947
 AB8947;                    North         East    Units  Estimated Accuracy
 AB8947;SPC SD N     -    76,210.      688,720.      MT  (+/- 180 meters Scaled)
 AB8947
 AB8947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ092289(NAD 83)
 AB8947
 AB8947                          SUPERSEDED SURVEY CONTROL
 AB8947
 AB8947.No superseded survey control is available for this station.
 AB8947
 AB8947_MARKER: I = METAL ROD
 AB8947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8947_STAMPING: N 463 1994
 AB8947_MARK LOGO: NGS
 AB8947_PROJECTION: FLUSH
 AB8947_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8947+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8947_ROD/PIPE-DEPTH: 7.0 meters
 AB8947_SLEEVE-DEPTH  : 0.9 meters
 AB8947
 AB8947  HISTORY     - Date     Condition        Report By
 AB8947  HISTORY     - 1994     MONUMENTED       NGS
 AB8947
 AB8947                          STATION DESCRIPTION
 AB8947
 AB8947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8947'8.5 KM (5.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8947'IN MILLER, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 AB8947'29.0 M (95.1 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 AB8947'EASTERN RAILROAD, 25.2 M (82.7 FT) EAST OF THE CENTER OF A GRAVELED
 AB8947'ROAD, 14.2 M (46.6 FT) EAST OF A UTILITY POLE, 0.4 M (1.3 FT) NORTH OF
 AB8947'A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB8947'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8947'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9011 ***********************************************************************
 AB9011  DESIGNATION -  N 464
 AB9011  PID         -  AB9011
 AB9011  STATE/COUNTY-  SD/HUGHES
 AB9011  COUNTRY     -  US
 AB9011  USGS QUAD   -  BLUNT SE (2017)
 AB9011
 AB9011                         *CURRENT SURVEY CONTROL
 AB9011  ______________________________________________________________________
 AB9011* NAD 83(1986) POSITION- 44 31 38.     (N) 099 51 57.     (W)   SCALED
 AB9011* NAVD 88 ORTHO HEIGHT -   527.019 (meters)     1729.06  (feet) ADJUSTED
 AB9011  ______________________________________________________________________
 AB9011  GEOID HEIGHT    -        -23.538 (meters)                     GEOID18
 AB9011  DYNAMIC HEIGHT  -        526.918 (meters)     1728.73  (feet) COMP
 AB9011  MODELED GRAVITY -    980,410.3   (mgal)                       NAVD 88
 AB9011
 AB9011  VERT ORDER      -  FIRST     CLASS II
 AB9011
 AB9011.The horizontal coordinates were scaled from a map and have
 AB9011.an estimated accuracy of +/- 6 seconds.
 AB9011
 AB9011.The orthometric height was determined by differential leveling and
 AB9011.adjusted by the NATIONAL GEODETIC SURVEY
 AB9011.in October 1997.
 AB9011
 AB9011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9011.GEOID18 height accuracy estimate available here.
 AB9011
 AB9011.Click photographs - Photos may exist for this station.
 AB9011
 AB9011.The dynamic height is computed by dividing the NAVD 88
 AB9011.geopotential number by the normal gravity value computed on the
 AB9011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9011.degrees latitude (g = 980.6199 gals.).
 AB9011
 AB9011.The modeled gravity was interpolated from observed gravity values.
 AB9011
 AB9011;                    North         East    Units  Estimated Accuracy
 AB9011;SPC SD S     -   243,840.      637,160.      MT  (+/- 180 meters Scaled)
 AB9011
 AB9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ312307(NAD 83)
 AB9011
 AB9011                          SUPERSEDED SURVEY CONTROL
 AB9011
 AB9011.No superseded survey control is available for this station.
 AB9011
 AB9011_MARKER: I = METAL ROD
 AB9011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9011_STAMPING: N 464 1994
 AB9011_MARK LOGO: NGS
 AB9011_PROJECTION: FLUSH
 AB9011_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9011+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9011_ROD/PIPE-DEPTH: 8.6 meters
 AB9011_SLEEVE-DEPTH  : 0.9 meters
 AB9011
 AB9011  HISTORY     - Date     Condition        Report By
 AB9011  HISTORY     - 1994     MONUMENTED       NGS
 AB9011  HISTORY     - 20120514 GOOD             INDIV
 AB9011
 AB9011                          STATION DESCRIPTION
 AB9011
 AB9011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9011'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9011'BLUNT, THENCE 9.9 KM (6.15 MI) EASTERLY ALONG U.S. HIGHWAY 14, 130.0 M
 AB9011'(426.5 FT) EAST OF MILEPOST 257, 41.0 M (134.5 FT) EAST OF THE CENTER
 AB9011'OF A TRACK ROAD, 21.9 M (71.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.6
 AB9011'M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF
 AB9011'A WITNESS POST AND A RIGHT-OF-WAY POST. NOTE--ACCESS TO THE DATUM
 AB9011'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB9011'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9011
 AB9011                          STATION RECOVERY (2012)
 AB9011
 AB9011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9059 ***********************************************************************
 AB9059  CBN         -  This is a Cooperative Base Network Control Station.
 AB9059  DESIGNATION -  N 465
 AB9059  PID         -  AB9059
 AB9059  STATE/COUNTY-  SD/STANLEY
 AB9059  COUNTRY     -  US
 AB9059  USGS QUAD   -  LACY (2017)
 AB9059
 AB9059                         *CURRENT SURVEY CONTROL
 AB9059  ______________________________________________________________________
 AB9059* NAD 83(2011) POSITION- 44 23 12.07587(N) 100 39 02.50722(W)   ADJUSTED
 AB9059* NAD 83(2011) ELLIP HT-   580.325 (meters)        (06/27/12)   ADJUSTED
 AB9059* NAD 83(2011) EPOCH   -  2010.00
 AB9059* NAVD 88 ORTHO HEIGHT -   603.357 (meters)     1979.51  (feet) ADJUSTED
 AB9059  ______________________________________________________________________
 AB9059  GEOID HEIGHT    -        -23.031 (meters)                     GEOID18
 AB9059  NAD 83(2011) X  -   -843,881.497 (meters)                     COMP
 AB9059  NAD 83(2011) Y  - -4,487,278.387 (meters)                     COMP
 AB9059  NAD 83(2011) Z  -  4,439,304.611 (meters)                     COMP
 AB9059  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 AB9059  DYNAMIC HEIGHT  -        603.222 (meters)     1979.07  (feet) COMP
 AB9059  MODELED GRAVITY -    980,374.7   (mgal)                       NAVD 88
 AB9059
 AB9059  VERT ORDER      -  FIRST     CLASS II
 AB9059
 AB9059  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9059  Standards:
 AB9059         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9059            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9059  -------------------------------------------------------------------
 AB9059  NETWORK    1.20   3.51           0.56   0.39   1.79     -0.05816009
 AB9059  -------------------------------------------------------------------
 AB9059  Click here for local accuracies and other accuracy information.
 AB9059
 AB9059.The horizontal coordinates were established by GPS observations
 AB9059.and adjusted by the National Geodetic Survey in June 2012.
 AB9059
 AB9059.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9059.been affixed to the stable North American tectonic plate. See 
 AB9059.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9059
 AB9059.The horizontal coordinates are valid at the epoch date displayed above
 AB9059.which is a decimal equivalence of Year/Month/Day.
 AB9059
 AB9059.The orthometric height was determined by differential leveling and
 AB9059.adjusted by the NATIONAL GEODETIC SURVEY
 AB9059.in October 1997.
 AB9059
 AB9059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9059.GEOID18 height accuracy estimate available here.
 AB9059
 AB9059.Click photographs - Photos may exist for this station.
 AB9059
 AB9059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9059
 AB9059.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9059
 AB9059.The ellipsoidal height was determined by GPS observations
 AB9059.and is referenced to NAD 83.
 AB9059
 AB9059.The dynamic height is computed by dividing the NAVD 88
 AB9059.geopotential number by the normal gravity value computed on the
 AB9059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9059.degrees latitude (g = 980.6199 gals.).
 AB9059
 AB9059.The modeled gravity was interpolated from observed gravity values.
 AB9059
 AB9059. The following values were computed from the NAD 83(2011) position.
 AB9059
 AB9059;                    North         East     Units Scale Factor Converg.
 AB9059;SPC SD S     -   228,168.675   574,711.557   MT  0.99999685   -0 13 08.2
 AB9059;SPC SD S     -   748,583.39  1,885,532.83   sFT  0.99999685   -0 13 08.2
 AB9059;UTM  14      - 4,916,147.883   368,519.024   MT  0.99981260   -1 09 17.4
 AB9059
 AB9059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9059!SPC SD S     -   0.99990901  x   0.99999685  =   0.99990586
 AB9059!UTM  14      -   0.99990901  x   0.99981260  =   0.99972163
 AB9059
 AB9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6851916147(NAD 83)
 AB9059
 AB9059                          SUPERSEDED SURVEY CONTROL
 AB9059
 AB9059  NAD 83(2007)-  44 23 12.07588(N)    100 39 02.50833(W) AD(2002.00) 0
 AB9059  ELLIP H (02/10/07)  580.348  (m)                       GP(2002.00)    
 AB9059  ELLIP H (04/15/04)  580.344  (m)                       GP(       ) 2 1
 AB9059  NAD 83(1996)-  44 23 12.07532(N)    100 39 02.50779(W) AD(       ) B
 AB9059  ELLIP H (04/18/97)  580.404  (m)                       GP(       ) 4 1
 AB9059  NAVD 88 (04/18/97)  603.4    (m)  GEOID96  model used  GPS OBS        
 AB9059
 AB9059.Superseded values are not recommended for survey control.
 AB9059
 AB9059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9059.See file dsdata.pdf to determine how the superseded data were derived.
 AB9059
 AB9059_MARKER: I = METAL ROD
 AB9059_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9059_STAMPING: N 465 1995
 AB9059_MARK LOGO: NGS
 AB9059_PROJECTION: FLUSH
 AB9059_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9059+STABILITY: POSITION/ELEVATION WELL
 AB9059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9059+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9059_ROD/PIPE-DEPTH: 12.5 meters
 AB9059_SLEEVE-DEPTH  : 10.7 meters
 AB9059
 AB9059  HISTORY     - Date     Condition        Report By
 AB9059  HISTORY     - 1995     MONUMENTED       NGS
 AB9059  HISTORY     - 19960805 GOOD             NGS
 AB9059  HISTORY     - 20120524 GOOD             INDIV
 AB9059
 AB9059                          STATION DESCRIPTION
 AB9059
 AB9059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9059'24.9 KM (15.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9059'IN PIERRE, 623.0 M (2044.0 FT) WEST OF MILEPOST 214, 39.1 M (128.3 FT)
 AB9059'NORTHWEST OF AN OFFSET IN A RIGHT-OF-WAY FENCE, 37.4 M (122.7 FT)
 AB9059'NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 AB9059'HIGHWAY, AND 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 AB9059'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9059
 AB9059                          STATION RECOVERY (1996)
 AB9059
 AB9059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB9059'THE STATION IS LOCATED ABOUT 24.0 KM (14.90 MI) WEST OF PIERRE AND
 AB9059'30.7 KM (19.05 MI) EAST OF HAYES, ON U.S. HIGHWAY 14.  OWNERSHIP--THE
 AB9059'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB9059'HIGHWAYS 14 AND 83 AND STATE HIGHWAY 34 ON THE NORTH SIDE OF FORT
 AB9059'PIERRE, GO WEST ON U.S. HIGHWAY 14 FOR 22.4 KM (13.90 MI) TO THE
 AB9059'STATION ON THE RIGHT.  THE STATION IS LOCATED 0.64 KM (0.40 MI) WEST
 AB9059'OF MILEPOST 214, 27.1 M (88.9 FT) NORTHWEST OF AN OFFSET IN A FENCE,
 AB9059'37.4 M (122.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT)
 AB9059'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) SOUTHWEST OF A
 AB9059'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9059'5-INCH LOGO CAP.
 AB9059
 AB9059                          STATION RECOVERY (2012)
 AB9059
 AB9059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9072 ***********************************************************************
 AB9072  DESIGNATION -  N 466
 AB9072  PID         -  AB9072
 AB9072  STATE/COUNTY-  SD/STANLEY
 AB9072  COUNTRY     -  US
 AB9072  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9072
 AB9072                         *CURRENT SURVEY CONTROL
 AB9072  ______________________________________________________________________
 AB9072* NAD 83(1986) POSITION- 44 22 45.     (N) 100 34 44.     (W)   SCALED
 AB9072* NAVD 88 ORTHO HEIGHT -   586.605 (meters)     1924.55  (feet) ADJUSTED
 AB9072  ______________________________________________________________________
 AB9072  GEOID HEIGHT    -        -23.174 (meters)                     GEOID18
 AB9072  DYNAMIC HEIGHT  -        586.474 (meters)     1924.12  (feet) COMP
 AB9072  MODELED GRAVITY -    980,375.2   (mgal)                       NAVD 88
 AB9072
 AB9072  VERT ORDER      -  FIRST     CLASS II
 AB9072
 AB9072.The horizontal coordinates were scaled from a map and have
 AB9072.an estimated accuracy of +/- 6 seconds.
 AB9072
 AB9072.The orthometric height was determined by differential leveling and
 AB9072.adjusted by the NATIONAL GEODETIC SURVEY
 AB9072.in October 1997.
 AB9072
 AB9072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9072.GEOID18 height accuracy estimate available here.
 AB9072
 AB9072.Click photographs - Photos may exist for this station.
 AB9072
 AB9072.The dynamic height is computed by dividing the NAVD 88
 AB9072.geopotential number by the normal gravity value computed on the
 AB9072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9072.degrees latitude (g = 980.6199 gals.).
 AB9072
 AB9072.The modeled gravity was interpolated from observed gravity values.
 AB9072
 AB9072;                    North         East    Units  Estimated Accuracy
 AB9072;SPC SD S     -   227,310.      580,430.      MT  (+/- 180 meters Scaled)
 AB9072
 AB9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ742151(NAD 83)
 AB9072
 AB9072                          SUPERSEDED SURVEY CONTROL
 AB9072
 AB9072.No superseded survey control is available for this station.
 AB9072
 AB9072_MARKER: I = METAL ROD
 AB9072_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9072_STAMPING: N 466 1995
 AB9072_MARK LOGO: NGS
 AB9072_PROJECTION: FLUSH
 AB9072_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9072+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9072_ROD/PIPE-DEPTH: 3.6 meters
 AB9072_SLEEVE-DEPTH  : 0.9 meters
 AB9072
 AB9072  HISTORY     - Date     Condition        Report By
 AB9072  HISTORY     - 1995     MONUMENTED       NGS
 AB9072  HISTORY     - 20120524 GOOD             INDIV
 AB9072
 AB9072                          STATION DESCRIPTION
 AB9072
 AB9072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9072'19.0 KM (11.80 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9072'IN PIERRE, 502.0 M (1647.0 FT) EAST OF MILEPOST 217, 22.9 M (75.1 FT)
 AB9072'NORTH OF THE HIGHWAY CENTERLINE, 6.8 M (22.3 FT) EAST OF THE CENTER OF
 AB9072'A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AB9072'HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF THE EAST END OF 2 BRACED FENCE
 AB9072'POSTS, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE
 AB9072'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB9072'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9072
 AB9072                          STATION RECOVERY (2012)
 AB9072
 AB9072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5833 ***********************************************************************
 AE5833  DESIGNATION -  N 467
 AE5833  PID         -  AE5833
 AE5833  STATE/COUNTY-  SD/SPINK
 AE5833  COUNTRY     -  US
 AE5833  USGS QUAD   -  ASHTON (2017)
 AE5833
 AE5833                         *CURRENT SURVEY CONTROL
 AE5833  ______________________________________________________________________
 AE5833* NAD 83(1986) POSITION- 44 52 34.     (N) 098 29 54.     (W)   SCALED
 AE5833* NAVD 88 ORTHO HEIGHT -   391.835 (meters)     1285.55  (feet) ADJUSTED
 AE5833  ______________________________________________________________________
 AE5833  GEOID HEIGHT    -        -24.295 (meters)                     GEOID18
 AE5833  DYNAMIC HEIGHT  -        391.792 (meters)     1285.40  (feet) COMP
 AE5833  MODELED GRAVITY -    980,494.9   (mgal)                       NAVD 88
 AE5833
 AE5833  VERT ORDER      -  FIRST     CLASS II
 AE5833
 AE5833.The horizontal coordinates were scaled from a map and have
 AE5833.an estimated accuracy of +/- 6 seconds.
 AE5833
 AE5833.The orthometric height was determined by differential leveling and
 AE5833.adjusted by the NATIONAL GEODETIC SURVEY
 AE5833.in July 1998.
 AE5833
 AE5833.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5833.GEOID18 height accuracy estimate available here.
 AE5833
 AE5833.Click photographs - Photos may exist for this station.
 AE5833
 AE5833.The dynamic height is computed by dividing the NAVD 88
 AE5833.geopotential number by the normal gravity value computed on the
 AE5833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5833.degrees latitude (g = 980.6199 gals.).
 AE5833
 AE5833.The modeled gravity was interpolated from observed gravity values.
 AE5833
 AE5833;                    North         East    Units  Estimated Accuracy
 AE5833;SPC SD N     -   116,980.      718,640.      MT  (+/- 180 meters Scaled)
 AE5833
 AE5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ396693(NAD 83)
 AE5833
 AE5833                          SUPERSEDED SURVEY CONTROL
 AE5833
 AE5833.No superseded survey control is available for this station.
 AE5833
 AE5833_MARKER: I = METAL ROD
 AE5833_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5833_STAMPING: N 467 1995
 AE5833_MARK LOGO: NGS
 AE5833_PROJECTION: FLUSH
 AE5833_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5833+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5833_ROD/PIPE-DEPTH: 12.4 meters
 AE5833_SLEEVE-DEPTH  : 0.9 meters
 AE5833
 AE5833  HISTORY     - Date     Condition        Report By
 AE5833  HISTORY     - 1995     MONUMENTED       NGS
 AE5833
 AE5833                          STATION DESCRIPTION
 AE5833
 AE5833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5833'1.5 KM (0.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5833'1ST STREET IN REDFIELD, 431.0 M (1414.0 FT) WEST OF MILEPOST 308, 21.7
 AE5833'M (71.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT)
 AE5833'SOUTHWEST OF MILEPOST 307.73, 1.9 M (6.2 FT) BELOW THE LEVEL OF THE
 AE5833'HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A RIGHT-OF-WAY POST, AND 0.3 M
 AE5833'(1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AE5833'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE5833'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5815 ***********************************************************************
 AE5815  DESIGNATION -  N 468
 AE5815  PID         -  AE5815
 AE5815  STATE/COUNTY-  SD/SPINK
 AE5815  COUNTRY     -  US
 AE5815  USGS QUAD   -  DOLAND NW (2017)
 AE5815
 AE5815                         *CURRENT SURVEY CONTROL
 AE5815  ______________________________________________________________________
 AE5815* NAD 83(1986) POSITION- 44 53 37.     (N) 098 07 39.     (W)   SCALED
 AE5815* NAVD 88 ORTHO HEIGHT -   405.356 (meters)     1329.91  (feet) ADJUSTED
 AE5815  ______________________________________________________________________
 AE5815  GEOID HEIGHT    -        -24.433 (meters)                     GEOID18
 AE5815  DYNAMIC HEIGHT  -        405.312 (meters)     1329.76  (feet) COMP
 AE5815  MODELED GRAVITY -    980,497.3   (mgal)                       NAVD 88
 AE5815
 AE5815  VERT ORDER      -  FIRST     CLASS II
 AE5815
 AE5815.The horizontal coordinates were scaled from a map and have
 AE5815.an estimated accuracy of +/- 6 seconds.
 AE5815
 AE5815.The orthometric height was determined by differential leveling and
 AE5815.adjusted by the NATIONAL GEODETIC SURVEY
 AE5815.in July 1998.
 AE5815
 AE5815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5815.GEOID18 height accuracy estimate available here.
 AE5815
 AE5815.Click photographs - Photos may exist for this station.
 AE5815
 AE5815.The dynamic height is computed by dividing the NAVD 88
 AE5815.geopotential number by the normal gravity value computed on the
 AE5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5815.degrees latitude (g = 980.6199 gals.).
 AE5815
 AE5815.The modeled gravity was interpolated from observed gravity values.
 AE5815
 AE5815;                    North         East    Units  Estimated Accuracy
 AE5815;SPC SD N     -   119,530.      747,890.      MT  (+/- 180 meters Scaled)
 AE5815
 AE5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ688715(NAD 83)
 AE5815
 AE5815                          SUPERSEDED SURVEY CONTROL
 AE5815
 AE5815.No superseded survey control is available for this station.
 AE5815
 AE5815_MARKER: I = METAL ROD
 AE5815_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5815_STAMPING: N 468 1995
 AE5815_MARK LOGO: NGS
 AE5815_PROJECTION: FLUSH
 AE5815_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5815+STABILITY: POSITION/ELEVATION WELL
 AE5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5815+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5815_ROD/PIPE-DEPTH: 12.8 meters
 AE5815_SLEEVE-DEPTH  : 10.7 meters
 AE5815
 AE5815  HISTORY     - Date     Condition        Report By
 AE5815  HISTORY     - 1995     MONUMENTED       NGS
 AE5815
 AE5815                          STATION DESCRIPTION
 AE5815
 AE5815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5815'2.0 KM (1.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5815'HUMPHREY DRIVE IN DOLAND, 374.0 M (1227.0 FT) EAST OF MILEPOST 326,
 AE5815'13.4 M (44.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) WEST
 AE5815'OF THE CENTER OF A FIELD ENTRANCE, 1.4 M (4.6 FT) SOUTH OF A FENCE
 AE5815'CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.1 M (3.6
 AE5815'FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5815'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5841 ***********************************************************************
 AE5841  DESIGNATION -  N 469
 AE5841  PID         -  AE5841
 AE5841  STATE/COUNTY-  SD/SPINK
 AE5841  COUNTRY     -  US
 AE5841  USGS QUAD   -  ZELL (2017)
 AE5841
 AE5841                         *CURRENT SURVEY CONTROL
 AE5841  ______________________________________________________________________
 AE5841* NAD 83(1986) POSITION- 44 53 48.     (N) 098 39 59.     (W)   SCALED
 AE5841* NAVD 88 ORTHO HEIGHT -   400.322 (meters)     1313.39  (feet) ADJUSTED
 AE5841  ______________________________________________________________________
 AE5841  GEOID HEIGHT    -        -24.255 (meters)                     GEOID18
 AE5841  DYNAMIC HEIGHT  -        400.275 (meters)     1313.24  (feet) COMP
 AE5841  MODELED GRAVITY -    980,487.9   (mgal)                       NAVD 88
 AE5841
 AE5841  VERT ORDER      -  FIRST     CLASS II
 AE5841
 AE5841.The horizontal coordinates were scaled from a map and have
 AE5841.an estimated accuracy of +/- 6 seconds.
 AE5841
 AE5841.The orthometric height was determined by differential leveling and
 AE5841.adjusted by the NATIONAL GEODETIC SURVEY
 AE5841.in July 1998.
 AE5841
 AE5841.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5841.GEOID18 height accuracy estimate available here.
 AE5841
 AE5841.Click photographs - Photos may exist for this station.
 AE5841
 AE5841.The dynamic height is computed by dividing the NAVD 88
 AE5841.geopotential number by the normal gravity value computed on the
 AE5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5841.degrees latitude (g = 980.6199 gals.).
 AE5841
 AE5841.The modeled gravity was interpolated from observed gravity values.
 AE5841
 AE5841;                    North         East    Units  Estimated Accuracy
 AE5841;SPC SD N     -   119,030.      705,330.      MT  (+/- 180 meters Scaled)
 AE5841
 AE5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ263715(NAD 83)
 AE5841
 AE5841                          SUPERSEDED SURVEY CONTROL
 AE5841
 AE5841.No superseded survey control is available for this station.
 AE5841
 AE5841_MARKER: I = METAL ROD
 AE5841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5841_STAMPING: N 469 1996
 AE5841_MARK LOGO: NGS
 AE5841_PROJECTION: FLUSH
 AE5841_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5841+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5841_ROD/PIPE-DEPTH: 6.9 meters
 AE5841_SLEEVE-DEPTH  : 0.9 meters
 AE5841
 AE5841  HISTORY     - Date     Condition        Report By
 AE5841  HISTORY     - 1996     MONUMENTED       NGS
 AE5841
 AE5841                          STATION DESCRIPTION
 AE5841
 AE5841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5841'12.0 KM (7.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5841'U.S. HIGHWAY 281 IN REDFIELD, 21.2 M (69.6 FT) EAST OF THE CENTER OF A
 AE5841'FIELD ENTRANCE AND GATE, 15.3 M (50.2 FT) SOUTH OF THE HIGHWAY
 AE5841'CENTERLINE, 11.4 M (37.4 FT) EAST OF MILEPOST 299, 1.5 M (4.9 FT)
 AE5841'BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A WITNESS
 AE5841'POST AND A T-FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE5841'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5841'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0316 ***********************************************************************
 PS0316  DESIGNATION -  N 47
 PS0316  PID         -  PS0316
 PS0316  STATE/COUNTY-  SD/HYDE
 PS0316  COUNTRY     -  US
 PS0316  USGS QUAD   -  RICE LAKE (2017)
 PS0316
 PS0316                         *CURRENT SURVEY CONTROL
 PS0316  ______________________________________________________________________
 PS0316* NAD 83(1986) POSITION- 44 45 02.66   (N) 099 27 02.01   (W)   HD_HELD1
 PS0316* NAVD 88 ORTHO HEIGHT -   533.979 (meters)     1751.90  (feet) ADJUSTED
 PS0316  ______________________________________________________________________
 PS0316  GEOID HEIGHT    -        -23.230 (meters)                     GEOID18
 PS0316  DYNAMIC HEIGHT  -        533.902 (meters)     1751.64  (feet) COMP
 PS0316  MODELED GRAVITY -    980,454.5   (mgal)                       NAVD 88
 PS0316
 PS0316  VERT ORDER      -  SECOND    CLASS 0
 PS0316
 PS0316.The horizontal coordinates were determined by differentially corrected
 PS0316.hand held GPS observations or other comparable positioning techniques
 PS0316.and have an estimated accuracy of +/- 3 meters.
 PS0316
 PS0316.The orthometric height was determined by differential leveling and
 PS0316.adjusted by the NATIONAL GEODETIC SURVEY
 PS0316.in June 1991.
 PS0316
 PS0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0316.GEOID18 height accuracy estimate available here.
 PS0316
 PS0316.Click photographs - Photos may exist for this station.
 PS0316
 PS0316.The dynamic height is computed by dividing the NAVD 88
 PS0316.geopotential number by the normal gravity value computed on the
 PS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0316.degrees latitude (g = 980.6199 gals.).
 PS0316
 PS0316.The modeled gravity was interpolated from observed gravity values.
 PS0316
 PS0316;                    North         East    Units  Estimated Accuracy
 PS0316;SPC SD N     -   102,091.6     643,506.8     MT  (+/- 3 meters HH1 GPS) 
 PS0316
 PS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6433555359(NAD 83)
 PS0316
 PS0316                          SUPERSEDED SURVEY CONTROL
 PS0316
 PS0316  NGVD 29 (??/??/92)  533.638  (m)         1750.78   (f) ADJ UNCH    2 0
 PS0316
 PS0316.Superseded values are not recommended for survey control.
 PS0316
 PS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0316.See file dsdata.pdf to determine how the superseded data were derived.
 PS0316
 PS0316_MARKER: DB = BENCH MARK DISK
 PS0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0316_STAMPING: N 47 1934
 PS0316_MARK LOGO: CGS
 PS0316_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0316+STABILITY: SURFACE MOTION
 PS0316
 PS0316  HISTORY     - Date     Condition        Report By
 PS0316  HISTORY     - 1934     MONUMENTED       CGS
 PS0316  HISTORY     - 1940     GOOD             CGS
 PS0316  HISTORY     - 1984     MARK NOT FOUND
 PS0316
 PS0316                          STATION DESCRIPTION
 PS0316
 PS0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0316'16.5 MI N FROM HIGHMORE.
 PS0316'16.5 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0316'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0316'INTERSECTION OF A SECTION-LINE ROAD, 91.5 FEET EAST OF THE
 PS0316'CENTERLINE OF THE SENECA ROAD, 2 FEET NORTH OF THE SECTION-LINE
 PS0316'FENCE, AND 0.8 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A
 PS0316'STANDARD DISK, STAMPED N 47 1934 AND SET IN THE TOP OF A CONCRETE
 PS0316'POST PROJECTING 6 INCHES ABOVE GROUND.
 PS0316
 PS0316                          STATION RECOVERY (1984)
 PS0316
 PS0316'RECOVERED 1984
 PS0316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5857 ***********************************************************************
 AE5857  DESIGNATION -  N 470
 AE5857  PID         -  AE5857
 AE5857  STATE/COUNTY-  SD/HAND
 AE5857  COUNTRY     -  US
 AE5857  USGS QUAD   -  MILLER NW (2017)
 AE5857
 AE5857                         *CURRENT SURVEY CONTROL
 AE5857  ______________________________________________________________________
 AE5857* NAD 83(1986) POSITION- 44 38 58.     (N) 098 59 20.     (W)   SCALED
 AE5857* NAVD 88 ORTHO HEIGHT -   455.082 (meters)     1493.05  (feet) ADJUSTED
 AE5857  ______________________________________________________________________
 AE5857  GEOID HEIGHT    -        -24.345 (meters)                     GEOID18
 AE5857  DYNAMIC HEIGHT  -        455.004 (meters)     1492.79  (feet) COMP
 AE5857  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 AE5857
 AE5857  VERT ORDER      -  FIRST     CLASS II
 AE5857
 AE5857.The horizontal coordinates were scaled from a map and have
 AE5857.an estimated accuracy of +/- 6 seconds.
 AE5857
 AE5857.The orthometric height was determined by differential leveling and
 AE5857.adjusted by the NATIONAL GEODETIC SURVEY
 AE5857.in July 1998.
 AE5857
 AE5857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5857.GEOID18 height accuracy estimate available here.
 AE5857
 AE5857.Click photographs - Photos may exist for this station.
 AE5857
 AE5857.The dynamic height is computed by dividing the NAVD 88
 AE5857.geopotential number by the normal gravity value computed on the
 AE5857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5857.degrees latitude (g = 980.6199 gals.).
 AE5857
 AE5857.The modeled gravity was interpolated from observed gravity values.
 AE5857
 AE5857;                    North         East    Units  Estimated Accuracy
 AE5857;SPC SD N     -    91,190.      680,200.      MT  (+/- 180 meters Scaled)
 AE5857
 AE5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ008440(NAD 83)
 AE5857
 AE5857                          SUPERSEDED SURVEY CONTROL
 AE5857
 AE5857.No superseded survey control is available for this station.
 AE5857
 AE5857_MARKER: I = METAL ROD
 AE5857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5857_STAMPING: N 470 1996
 AE5857_MARK LOGO: NGS
 AE5857_PROJECTION: FLUSH
 AE5857_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5857+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5857_ROD/PIPE-DEPTH: 9.6 meters
 AE5857_SLEEVE-DEPTH  : 0.9 meters
 AE5857
 AE5857  HISTORY     - Date     Condition        Report By
 AE5857  HISTORY     - 1996     MONUMENTED       NGS
 AE5857
 AE5857                          STATION DESCRIPTION
 AE5857
 AE5857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5857'14.5 KM (9.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5857'OFFICE IN MILLER, 699.0 M (2293.3 FT) SOUTH OF MILEPOST 121, 20.7 M
 AE5857'(67.9 FT) WEST OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) NORTH OF
 AE5857'THE CENTER OF A GRAVELED ROAD, 4.9 M (16.1 FT) WEST OF A T-JUNCTION
 AE5857'UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE5857'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 AE5857'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5857'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4118 ***********************************************************************
 AE4118  DESIGNATION -  N 471
 AE4118  PID         -  AE4118
 AE4118  STATE/COUNTY-  SD/POTTER
 AE4118  COUNTRY     -  US
 AE4118  USGS QUAD   -  SENECA SW (2017)
 AE4118
 AE4118                         *CURRENT SURVEY CONTROL
 AE4118  ______________________________________________________________________
 AE4118* NAD 83(1986) POSITION- 45 03 23.     (N) 099 37 58.     (W)   SCALED
 AE4118* NAVD 88 ORTHO HEIGHT -   609.962 (meters)     2001.18  (feet) ADJUSTED
 AE4118  ______________________________________________________________________
 AE4118  GEOID HEIGHT    -        -22.698 (meters)                     GEOID18
 AE4118  DYNAMIC HEIGHT  -        609.877 (meters)     2000.90  (feet) COMP
 AE4118  MODELED GRAVITY -    980,457.5   (mgal)                       NAVD 88
 AE4118
 AE4118  VERT ORDER      -  FIRST     CLASS II
 AE4118
 AE4118.The horizontal coordinates were scaled from a map and have
 AE4118.an estimated accuracy of +/- 6 seconds.
 AE4118
 AE4118.The orthometric height was determined by differential leveling and
 AE4118.adjusted by the NATIONAL GEODETIC SURVEY
 AE4118.in July 1998.
 AE4118
 AE4118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4118.GEOID18 height accuracy estimate available here.
 AE4118
 AE4118.Click photographs - Photos may exist for this station.
 AE4118
 AE4118.The dynamic height is computed by dividing the NAVD 88
 AE4118.geopotential number by the normal gravity value computed on the
 AE4118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4118.degrees latitude (g = 980.6199 gals.).
 AE4118
 AE4118.The modeled gravity was interpolated from observed gravity values.
 AE4118
 AE4118;                    North         East    Units  Estimated Accuracy
 AE4118;SPC SD N     -   135,970.      628,920.      MT  (+/- 180 meters Scaled)
 AE4118
 AE4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ501894(NAD 83)
 AE4118
 AE4118                          SUPERSEDED SURVEY CONTROL
 AE4118
 AE4118.No superseded survey control is available for this station.
 AE4118
 AE4118_MARKER: I = METAL ROD
 AE4118_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4118_STAMPING: N 471 1996
 AE4118_MARK LOGO: NGS
 AE4118_PROJECTION: FLUSH
 AE4118_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4118+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4118_ROD/PIPE-DEPTH: 6.8 meters
 AE4118_SLEEVE-DEPTH  : 0.9 meters
 AE4118
 AE4118  HISTORY     - Date     Condition        Report By
 AE4118  HISTORY     - 1996     MONUMENTED       NGS
 AE4118  HISTORY     - 20120613 POOR             INDIV
 AE4118
 AE4118                          STATION DESCRIPTION
 AE4118
 AE4118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4118'26.7 KM (16.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4118'OF EXENE STREET IN GETTYSBURG, 30.3 M (99.4 FT) SOUTH OF THE HIGHWAY
 AE4118'CENTERLINE, 21.0 M (68.9 FT) WEST OF A UTILITY POLE, 9.0 M (29.5 FT)
 AE4118'EAST OF MILEPOST 242, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 AE4118'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4118'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4118
 AE4118                          STATION RECOVERY (2012)
 AE4118
 AE4118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4118'EVERYTHING WAS PULLED OUT OF THE GROUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0375 ***********************************************************************
 PS0375  DESIGNATION -  N 48
 PS0375  PID         -  PS0375
 PS0375  STATE/COUNTY-  SD/HYDE
 PS0375  COUNTRY     -  US
 PS0375  USGS QUAD   -  STEPHAN (2017)
 PS0375
 PS0375                         *CURRENT SURVEY CONTROL
 PS0375  ______________________________________________________________________
 PS0375* NAD 83(1986) POSITION- 44 12 03.     (N) 099 26 30.     (W)   SCALED
 PS0375* NAVD 88 ORTHO HEIGHT -   524.861 (meters)     1721.98  (feet) ADJUSTED
 PS0375  ______________________________________________________________________
 PS0375  GEOID HEIGHT    -        -24.374 (meters)                     GEOID18
 PS0375  DYNAMIC HEIGHT  -        524.748 (meters)     1721.61  (feet) COMP
 PS0375  MODELED GRAVITY -    980,387.2   (mgal)                       NAVD 88
 PS0375
 PS0375  VERT ORDER      -  SECOND    CLASS 0
 PS0375
 PS0375.The horizontal coordinates were scaled from a map and have
 PS0375.an estimated accuracy of +/- 6 seconds.
 PS0375
 PS0375.The orthometric height was determined by differential leveling and
 PS0375.adjusted by the NATIONAL GEODETIC SURVEY
 PS0375.in June 1991.
 PS0375
 PS0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0375.GEOID18 height accuracy estimate available here.
 PS0375
 PS0375.Click photographs - Photos may exist for this station.
 PS0375
 PS0375.The dynamic height is computed by dividing the NAVD 88
 PS0375.geopotential number by the normal gravity value computed on the
 PS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0375.degrees latitude (g = 980.6199 gals.).
 PS0375
 PS0375.The modeled gravity was interpolated from observed gravity values.
 PS0375
 PS0375;                    North         East    Units  Estimated Accuracy
 PS0375;SPC SD N     -    40,990.      644,630.      MT  (+/- 180 meters Scaled)
 PS0375
 PS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647942(NAD 83)
 PS0375
 PS0375                          SUPERSEDED SURVEY CONTROL
 PS0375
 PS0375  NGVD 29 (??/??/92)  524.52   (m)         1720.9    (f) COMPUTED    2 0
 PS0375
 PS0375.Superseded values are not recommended for survey control.
 PS0375
 PS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0375.See file dsdata.pdf to determine how the superseded data were derived.
 PS0375
 PS0375_MARKER: DB = BENCH MARK DISK
 PS0375_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0375_SP_SET: CULVERT HEADWALL
 PS0375_STAMPING: N 48 1934
 PS0375_MARK LOGO: CGS
 PS0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0375+STABILITY: SURFACE MOTION
 PS0375
 PS0375  HISTORY     - Date     Condition        Report By
 PS0375  HISTORY     - 1934     MONUMENTED       CGS
 PS0375
 PS0375                          STATION DESCRIPTION
 PS0375
 PS0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0375'10.3 MI N FROM FORT THOMPSON.
 PS0375'IN HYDE COUNTY, 10.3 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 PS0375'FORT THOMPSON, BUFFALO COUNTY, AT A CONCRETE CULVERT, IN THE
 PS0375'CENTER OF THE TOP OF THE WEST HEADWALL, AND ABOUT 2-1/2 FEET
 PS0375'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED N
 PS0375'48 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0376 ***********************************************************************
 PS0376  DESIGNATION -  N 48 RESET
 PS0376  PID         -  PS0376
 PS0376  STATE/COUNTY-  SD/HYDE
 PS0376  COUNTRY     -  US
 PS0376  USGS QUAD   -  STEPHAN (2017)
 PS0376
 PS0376                         *CURRENT SURVEY CONTROL
 PS0376  ______________________________________________________________________
 PS0376* NAD 83(1986) POSITION- 44 12 01.     (N) 099 26 30.     (W)   SCALED
 PS0376* NAVD 88 ORTHO HEIGHT -   523.78  (meters)     1718.4   (feet) RESET
 PS0376  ______________________________________________________________________
 PS0376  GEOID HEIGHT    -        -24.376 (meters)                     GEOID18
 PS0376  VERT ORDER      -  THIRD
 PS0376
 PS0376.The horizontal coordinates were scaled from a map and have
 PS0376.an estimated accuracy of +/- 6 seconds.
 PS0376
 PS0376.The orthometric height was computed from unverified reset data.
 PS0376
 PS0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0376.GEOID18 height accuracy estimate available here.
 PS0376
 PS0376.Click photographs - Photos may exist for this station.
 PS0376
 PS0376;                    North         East    Units  Estimated Accuracy
 PS0376;SPC SD N     -    40,930.      644,630.      MT  (+/- 180 meters Scaled)
 PS0376
 PS0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647942(NAD 83)
 PS0376
 PS0376                          SUPERSEDED SURVEY CONTROL
 PS0376
 PS0376.No superseded survey control is available for this station.
 PS0376
 PS0376_MARKER: DB = BENCH MARK DISK
 PS0376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0376_SP_SET: CULVERT HEADWALL
 PS0376_STAMPING: N 48 RESET 1962
 PS0376_MARK LOGO: CGS
 PS0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0376+STABILITY: SURFACE MOTION
 PS0376
 PS0376  HISTORY     - Date     Condition        Report By
 PS0376  HISTORY     - 1962     MONUMENTED       SDHD
 PS0376  HISTORY     - 1963     GOOD             CGS
 PS0376
 PS0376                          STATION DESCRIPTION
 PS0376
 PS0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PS0376'10.3 MI N FROM FORT THOMPSON.
 PS0376'IN HYDE COUNTY, 10.3 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 PS0376'FORT THOMPSON, BUFFALO COUNTY, AT A TRIPLE CONCRETE BOX CULVERT,
 PS0376'IN THE EAST CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0516 ***********************************************************************
 PS0516  DESIGNATION -  N 49
 PS0516  PID         -  PS0516
 PS0516  STATE/COUNTY-  SD/HUGHES
 PS0516  COUNTRY     -  US
 PS0516  USGS QUAD   -  BLUNT (2017)
 PS0516
 PS0516                         *CURRENT SURVEY CONTROL
 PS0516  ______________________________________________________________________
 PS0516* NAD 83(1986) POSITION- 44 31 17.     (N) 099 57 37.     (W)   SCALED
 PS0516* NAVD 88 ORTHO HEIGHT -   494.666 (meters)     1622.92  (feet) ADJUSTED
 PS0516  ______________________________________________________________________
 PS0516  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 PS0516  DYNAMIC HEIGHT  -        494.574 (meters)     1622.61  (feet) COMP
 PS0516  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 PS0516
 PS0516  VERT ORDER      -  FIRST     CLASS II
 PS0516
 PS0516.The horizontal coordinates were scaled from a map and have
 PS0516.an estimated accuracy of +/- 6 seconds.
 PS0516
 PS0516.The orthometric height was determined by differential leveling and
 PS0516.adjusted by the NATIONAL GEODETIC SURVEY
 PS0516.in October 1997.
 PS0516
 PS0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0516.GEOID18 height accuracy estimate available here.
 PS0516
 PS0516.Click photographs - Photos may exist for this station.
 PS0516
 PS0516.The dynamic height is computed by dividing the NAVD 88
 PS0516.geopotential number by the normal gravity value computed on the
 PS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0516.degrees latitude (g = 980.6199 gals.).
 PS0516
 PS0516.The modeled gravity was interpolated from observed gravity values.
 PS0516
 PS0516;                    North         East    Units  Estimated Accuracy
 PS0516;SPC SD S     -   243,160.      629,660.      MT  (+/- 180 meters Scaled)
 PS0516
 PS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ236302(NAD 83)
 PS0516
 PS0516                          SUPERSEDED SURVEY CONTROL
 PS0516
 PS0516  NAVD 88 (06/15/91)  494.693  (m)         1623.01   (f) SUPERSEDED  1 2
 PS0516  NGVD 29 (??/??/92)  494.342  (m)         1621.85   (f) ADJ UNCH    1 2
 PS0516
 PS0516.Superseded values are not recommended for survey control.
 PS0516
 PS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0516.See file dsdata.pdf to determine how the superseded data were derived.
 PS0516
 PS0516_MARKER: DB = BENCH MARK DISK
 PS0516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PS0516_SP_SET: ABUTMENT
 PS0516_STAMPING: N 49 1934
 PS0516_MARK LOGO: CGS
 PS0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0516+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 PS0516
 PS0516  HISTORY     - Date     Condition        Report By
 PS0516  HISTORY     - 1934     MONUMENTED       CGS
 PS0516  HISTORY     - 1940     GOOD             CGS
 PS0516  HISTORY     - 19941129 GOOD             NGS
 PS0516  HISTORY     - 20120515 GOOD             INDIV
 PS0516
 PS0516                          STATION DESCRIPTION
 PS0516
 PS0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0516'1.4 MI E FROM BLUNT.
 PS0516'1.4 MILES EAST OF BLUNT RAILROAD STATION, ALONG RAILROAD IN
 PS0516'NORTHWEST STONE ABUTMENT OF RAILROAD BRIDGE NO. 226, 9.3 FEET
 PS0516'NORTH OF THE NORTH RAIL, 2.4 FEET NORTHEAST OF WHITE MARKER POST.
 PS0516'A STANDARD DISK IN STONE ABUTMENT.
 PS0516
 PS0516                          STATION RECOVERY (1994)
 PS0516
 PS0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0516'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0516'BLUNT, THENCE 2.3 KM (1.40 MI) EASTERLY ALONG U.S. HIGHWAY 14, IN TOP
 PS0516'OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 PS0516'STONE ABUTMENT OF A DAKOTA, MINNESOTA AND EASTERN RAILROAD BRIDGE
 PS0516'SPANNING MEDICINE KNOLL CREEK, 518.0 M (1699.5 FT) EAST OF MILEPOST
 PS0516'252, 39.1 M (128.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.9 M (9.5
 PS0516'FT) NORTHWEST OF THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PS0516'TRACK.
 PS0516
 PS0516                          STATION RECOVERY (2012)
 PS0516
 PS0516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1361 ***********************************************************************
 PU1361  DESIGNATION -  N 5 B 1
 PU1361  PID         -  PU1361
 PU1361  STATE/COUNTY-  SD/BUTTE
 PU1361  COUNTRY     -  US
 PU1361  USGS QUAD   -  NEWELL (2017)
 PU1361
 PU1361                         *CURRENT SURVEY CONTROL
 PU1361  ______________________________________________________________________
 PU1361* NAD 83(1986) POSITION- 44 43 10.     (N) 103 27 43.     (W)   SCALED
 PU1361* NAVD 88 ORTHO HEIGHT -   882.706 (meters)     2896.01  (feet) ADJUSTED
 PU1361  ______________________________________________________________________
 PU1361  GEOID HEIGHT    -        -16.290 (meters)                     GEOID18
 PU1361  DYNAMIC HEIGHT  -        882.479 (meters)     2895.27  (feet) COMP
 PU1361  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 PU1361
 PU1361  VERT ORDER      -  SECOND    CLASS 0
 PU1361
 PU1361.The horizontal coordinates were scaled from a map and have
 PU1361.an estimated accuracy of +/- 6 seconds.
 PU1361
 PU1361.The orthometric height was determined by differential leveling and
 PU1361.adjusted by the NATIONAL GEODETIC SURVEY
 PU1361.in June 1991.
 PU1361
 PU1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1361.GEOID18 height accuracy estimate available here.
 PU1361
 PU1361.Click photographs - Photos may exist for this station.
 PU1361
 PU1361.The dynamic height is computed by dividing the NAVD 88
 PU1361.geopotential number by the normal gravity value computed on the
 PU1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1361.degrees latitude (g = 980.6199 gals.).
 PU1361
 PU1361.The modeled gravity was interpolated from observed gravity values.
 PU1361
 PU1361;                    North         East    Units  Estimated Accuracy
 PU1361;SPC SD N     -   104,330.      325,800.      MT  (+/- 180 meters Scaled)
 PU1361
 PU1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK218529(NAD 83)
 PU1361
 PU1361                          SUPERSEDED SURVEY CONTROL
 PU1361
 PU1361  NGVD 29 (??/??/92)  882.23   (m)         2894.4    (f) COMPUTED    2 0
 PU1361
 PU1361.Superseded values are not recommended for survey control.
 PU1361
 PU1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1361.See file dsdata.pdf to determine how the superseded data were derived.
 PU1361
 PU1361_MARKER: Z = SEE DESCRIPTION
 PU1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1361_SP_SET: CONCRETE PEDESTAL
 PU1361_STAMPING: N 5 B 1
 PU1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1361
 PU1361  HISTORY     - Date     Condition        Report By
 PU1361  HISTORY     - UNK      MONUMENTED       USAF
 PU1361  HISTORY     - 1963     GOOD             CGS
 PU1361
 PU1361                          STATION DESCRIPTION
 PU1361
 PU1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1361'1.8 MI W FROM NEWELL.
 PU1361'ABOUT 1.8 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU1361'U.S. HIGHWAY 212 AND STATE HIGHWAY 79 AT NEWELL, ABOUT 0.3 MILE
 PU1361'EAST OF A GRAVELED ROAD INTERSECTION, IN THE EDGE OF A PASTURE,
 PU1361'51 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE
 PU1361'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1361'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1362 ***********************************************************************
 PU1362  DESIGNATION -  N 5 B 2
 PU1362  PID         -  PU1362
 PU1362  STATE/COUNTY-  SD/BUTTE
 PU1362  COUNTRY     -  US
 PU1362  USGS QUAD   -  NEWELL (2017)
 PU1362
 PU1362                         *CURRENT SURVEY CONTROL
 PU1362  ______________________________________________________________________
 PU1362* NAD 83(1986) POSITION- 44 43 03.     (N) 103 27 37.     (W)   SCALED
 PU1362* NAVD 88 ORTHO HEIGHT -   883.759 (meters)     2899.47  (feet) ADJUSTED
 PU1362  ______________________________________________________________________
 PU1362  GEOID HEIGHT    -        -16.291 (meters)                     GEOID18
 PU1362  DYNAMIC HEIGHT  -        883.532 (meters)     2898.72  (feet) COMP
 PU1362  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 PU1362
 PU1362  VERT ORDER      -  SECOND    CLASS 0
 PU1362
 PU1362.The horizontal coordinates were scaled from a map and have
 PU1362.an estimated accuracy of +/- 6 seconds.
 PU1362
 PU1362.The orthometric height was determined by differential leveling and
 PU1362.adjusted by the NATIONAL GEODETIC SURVEY
 PU1362.in June 1991.
 PU1362
 PU1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1362.GEOID18 height accuracy estimate available here.
 PU1362
 PU1362.Click photographs - Photos may exist for this station.
 PU1362
 PU1362.The dynamic height is computed by dividing the NAVD 88
 PU1362.geopotential number by the normal gravity value computed on the
 PU1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1362.degrees latitude (g = 980.6199 gals.).
 PU1362
 PU1362.The modeled gravity was interpolated from observed gravity values.
 PU1362
 PU1362;                    North         East    Units  Estimated Accuracy
 PU1362;SPC SD N     -   104,110.      325,930.      MT  (+/- 180 meters Scaled)
 PU1362
 PU1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK219527(NAD 83)
 PU1362
 PU1362                          SUPERSEDED SURVEY CONTROL
 PU1362
 PU1362  NGVD 29 (??/??/92)  883.28   (m)         2897.9    (f) COMPUTED    2 0
 PU1362
 PU1362.Superseded values are not recommended for survey control.
 PU1362
 PU1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1362.See file dsdata.pdf to determine how the superseded data were derived.
 PU1362
 PU1362_MARKER: Z = SEE DESCRIPTION
 PU1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1362_SP_SET: CONCRETE PEDESTAL
 PU1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1362
 PU1362  HISTORY     - Date     Condition        Report By
 PU1362  HISTORY     - UNK      MONUMENTED       USAF
 PU1362  HISTORY     - 1963     GOOD             CGS
 PU1362
 PU1362                          STATION DESCRIPTION
 PU1362
 PU1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1362'2 MI W FROM NEWELL.
 PU1362'ABOUT 1.8 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU1362'U.S. HIGHWAY 212 AND STATE HIGHWAY 79 AT NEWELL, THENCE 0.2 MILE
 PU1362'SOUTH ACROSS A PASTURE, ON THE NORTH SLOPE OF A RIDGE, ON THE
 PU1362'SOUTH EDGE OF A SHALLOW RAVINE, A 1 1/2 X 4 FOOT CONCRETE
 PU1362'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 PU1362'HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0296 ***********************************************************************
 PS0296  DESIGNATION -  N 50
 PS0296  PID         -  PS0296
 PS0296  STATE/COUNTY-  SD/HAND
 PS0296  COUNTRY     -  US
 PS0296  USGS QUAD   -  REE HEIGHTS (2017)
 PS0296
 PS0296                         *CURRENT SURVEY CONTROL
 PS0296  ______________________________________________________________________
 PS0296* NAD 83(1986) POSITION- 44 31 04.55   (N) 099 10 05.35   (W)   HD_HELD1
 PS0296* NAVD 88 ORTHO HEIGHT -   524.528 (meters)     1720.89  (feet) ADJUSTED
 PS0296  ______________________________________________________________________
 PS0296  GEOID HEIGHT    -        -24.157 (meters)                     GEOID18
 PS0296  DYNAMIC HEIGHT  -        524.429 (meters)     1720.56  (feet) COMP
 PS0296  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 PS0296
 PS0296  VERT ORDER      -  SECOND    CLASS 0
 PS0296
 PS0296.The horizontal coordinates were determined by differentially corrected
 PS0296.hand held GPS observations or other comparable positioning techniques
 PS0296.and have an estimated accuracy of +/- 3 meters.
 PS0296
 PS0296.The orthometric height was determined by differential leveling and
 PS0296.adjusted by the NATIONAL GEODETIC SURVEY
 PS0296.in June 1991.
 PS0296
 PS0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0296.GEOID18 height accuracy estimate available here.
 PS0296
 PS0296.Click photographs - Photos may exist for this station.
 PS0296
 PS0296.The dynamic height is computed by dividing the NAVD 88
 PS0296.geopotential number by the normal gravity value computed on the
 PS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0296.degrees latitude (g = 980.6199 gals.).
 PS0296
 PS0296.The modeled gravity was interpolated from observed gravity values.
 PS0296
 PS0296;                    North         East    Units  Estimated Accuracy
 PS0296;SPC SD N     -    76,413.9     666,133.8     MT  (+/- 3 meters HH1 GPS) 
 PS0296
 PS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8663629414(NAD 83)
 PS0296
 PS0296                          SUPERSEDED SURVEY CONTROL
 PS0296
 PS0296  NGVD 29 (??/??/92)  524.186  (m)         1719.77   (f) ADJ UNCH    2 0
 PS0296
 PS0296.Superseded values are not recommended for survey control.
 PS0296
 PS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0296.See file dsdata.pdf to determine how the superseded data were derived.
 PS0296
 PS0296_MARKER: DB = BENCH MARK DISK
 PS0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0296_SP_SET: CULVERT HEADWALL
 PS0296_STAMPING: N 50 1934
 PS0296_MARK LOGO: CGS
 PS0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0296+STABILITY: SURFACE MOTION
 PS0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0296+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0296
 PS0296  HISTORY     - Date     Condition        Report By
 PS0296  HISTORY     - 1934     MONUMENTED       CGS
 PS0296  HISTORY     - 19941103 GOOD             NGS
 PS0296
 PS0296                          STATION DESCRIPTION
 PS0296
 PS0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0296'1.7 MI E FROM REE HEIGHTS.
 PS0296'ABOUT 1.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0296'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, ABOUT 10 POLES
 PS0296'EAST OF MILEPOST 412, AT CONCRETE CULVERT 193, IN THE CENTER OF
 PS0296'THE TOP OF THE SOUTH SANDSTONE HEAD WALL, AND ABOUT 18 INCHES
 PS0296'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N 50 1934.
 PS0296
 PS0296                          STATION RECOVERY (1994)
 PS0296
 PS0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0296'13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0296'IN MILLER, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0296'THENCE 1.8 KM (1.10 MI) WESTERLY ALONG THE DAKOTA, MINNESOTA AND
 PS0296'EASTERN RAILROAD, IN TOP OF AND 1.3 M (4.3 FT) WEST OF THE EAST END OF
 PS0296'THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, 3.0 M (9.8
 PS0296'FT) SOUTH OF THE NEAR RAIL, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 PS0296'TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0183 ***********************************************************************
 PS0183  DESIGNATION -  N 51
 PS0183  PID         -  PS0183
 PS0183  STATE/COUNTY-  SD/BEADLE
 PS0183  COUNTRY     -  US
 PS0183  USGS QUAD   -  WESSINGTON NE (2017)
 PS0183
 PS0183                         *CURRENT SURVEY CONTROL
 PS0183  ______________________________________________________________________
 PS0183* NAD 83(1986) POSITION- 44 25 49.     (N) 098 33 35.     (W)   SCALED
 PS0183* NAVD 88 ORTHO HEIGHT -   418.012 (meters)     1371.43  (feet) ADJUSTED
 PS0183  ______________________________________________________________________
 PS0183  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 PS0183  DYNAMIC HEIGHT  -        417.936 (meters)     1371.18  (feet) COMP
 PS0183  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 PS0183
 PS0183  VERT ORDER      -  SECOND    CLASS 0
 PS0183
 PS0183.The horizontal coordinates were scaled from a map and have
 PS0183.an estimated accuracy of +/- 6 seconds.
 PS0183
 PS0183.The orthometric height was determined by differential leveling and
 PS0183.adjusted by the NATIONAL GEODETIC SURVEY
 PS0183.in June 1991.
 PS0183
 PS0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0183.GEOID18 height accuracy estimate available here.
 PS0183
 PS0183.Click photographs - Photos may exist for this station.
 PS0183
 PS0183.The dynamic height is computed by dividing the NAVD 88
 PS0183.geopotential number by the normal gravity value computed on the
 PS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0183.degrees latitude (g = 980.6199 gals.).
 PS0183
 PS0183.The modeled gravity was interpolated from observed gravity values.
 PS0183
 PS0183;                    North         East    Units  Estimated Accuracy
 PS0183;SPC SD N     -    67,350.      714,680.      MT  (+/- 180 meters Scaled)
 PS0183
 PS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ350197(NAD 83)
 PS0183
 PS0183                          SUPERSEDED SURVEY CONTROL
 PS0183
 PS0183  NGVD 29 (??/??/92)  417.702  (m)         1370.41   (f) ADJ UNCH    2 0
 PS0183
 PS0183.Superseded values are not recommended for survey control.
 PS0183
 PS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0183.See file dsdata.pdf to determine how the superseded data were derived.
 PS0183
 PS0183_MARKER: DB = BENCH MARK DISK
 PS0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0183_STAMPING: N 51 1934
 PS0183_MARK LOGO: CGS
 PS0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0183+STABILITY: SURFACE MOTION
 PS0183
 PS0183  HISTORY     - Date     Condition        Report By
 PS0183  HISTORY     - 1934     MONUMENTED       CGS
 PS0183  HISTORY     - 1940     GOOD             CGS
 PS0183
 PS0183                          STATION DESCRIPTION
 PS0183
 PS0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0183'4.3 MI W FROM WOLSEY.
 PS0183'4.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0183'THE STATION AT WOLSEY, BEADLE COUNTY, ABOUT 17 POLES EAST OF
 PS0183'MILEPOST 381, AT THE CREST OF A SMALL RISE, AT A SECTION-LINE
 PS0183'ROAD CROSSING, ABOUT 151.0 FEET WEST OF THE CENTER LINE OF THE
 PS0183'ROAD, 95.0 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF THE
 PS0183'RIGHT-OF-WAY FENCE, AND 0.7 FOOT EAST OF A WHITE REFERENCE POST.
 PS0183'A STANDARD DISK, STAMPED N 51 1934 AND SET IN THE TOP OF A CONCRETE
 PS0183'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PS0183
 PS0183                          STATION RECOVERY (1940)
 PS0183
 PS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0562 ***********************************************************************
 PR0562  DESIGNATION -  N 52
 PR0562  PID         -  PR0562
 PR0562  STATE/COUNTY-  SD/KINGSBURY
 PR0562  COUNTRY     -  US
 PR0562  USGS QUAD   -  IROQUOIS (2017)
 PR0562
 PR0562                         *CURRENT SURVEY CONTROL
 PR0562  ______________________________________________________________________
 PR0562* NAD 83(1986) POSITION- 44 22 07.     (N) 097 48 36.     (W)   SCALED
 PR0562* NAVD 88 ORTHO HEIGHT -   437.004 (meters)     1433.74  (feet) ADJUSTED
 PR0562  ______________________________________________________________________
 PR0562  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 PR0562  DYNAMIC HEIGHT  -        436.926 (meters)     1433.48  (feet) COMP
 PR0562  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 PR0562
 PR0562  VERT ORDER      -  SECOND    CLASS 0
 PR0562
 PR0562.The horizontal coordinates were scaled from a map and have
 PR0562.an estimated accuracy of +/- 6 seconds.
 PR0562
 PR0562.The orthometric height was determined by differential leveling and
 PR0562.adjusted by the NATIONAL GEODETIC SURVEY
 PR0562.in June 1991.
 PR0562
 PR0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0562.GEOID18 height accuracy estimate available here.
 PR0562
 PR0562.Click photographs - Photos may exist for this station.
 PR0562
 PR0562.The dynamic height is computed by dividing the NAVD 88
 PR0562.geopotential number by the normal gravity value computed on the
 PR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0562.degrees latitude (g = 980.6199 gals.).
 PR0562
 PR0562.The modeled gravity was interpolated from observed gravity values.
 PR0562
 PR0562;                    North         East    Units  Estimated Accuracy
 PR0562;SPC SD N     -    61,840.      774,540.      MT  (+/- 180 meters Scaled)
 PR0562
 PR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ948135(NAD 83)
 PR0562
 PR0562                          SUPERSEDED SURVEY CONTROL
 PR0562
 PR0562  NGVD 29 (??/??/92)  436.738  (m)         1432.86   (f) ADJ UNCH    2 0
 PR0562
 PR0562.Superseded values are not recommended for survey control.
 PR0562
 PR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0562.See file dsdata.pdf to determine how the superseded data were derived.
 PR0562
 PR0562_MARKER: DB = BENCH MARK DISK
 PR0562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0562_SP_SET: BOX CULVERT
 PR0562_STAMPING: N 52 1934
 PR0562_MARK LOGO: CGS
 PR0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0562+STABILITY: SURFACE MOTION
 PR0562
 PR0562  HISTORY     - Date     Condition        Report By
 PR0562  HISTORY     - 1934     MONUMENTED       CGS
 PR0562  HISTORY     - 19940923 MARK NOT FOUND   NGS
 PR0562
 PR0562                          STATION DESCRIPTION
 PR0562
 PR0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0562'1.8 MI E FROM IROQUOIS.
 PR0562'ABOUT 1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0562'FROM IROQUOIS, KINGSBURY COUNTY, ABOUT 6 POLES EAST OF MILEPOST
 PR0562'343, OPPOSITE CULVERT 110, ABOUT 112 FEET SOUTH OF THE CENTER
 PR0562'LINE OF THE TRACK, ALONG U.S. HIGHWAY 14, AT A BOX CULVERT,
 PR0562'IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL,
 PR0562'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0562'N 52 1934.
 PR0562
 PR0562                          STATION RECOVERY (1994)
 PR0562
 PR0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0562'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0562'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0523 ***********************************************************************
 OQ0523  DESIGNATION -  N 53
 OQ0523  PID         -  OQ0523
 OQ0523  STATE/COUNTY-  SD/MINER
 OQ0523  COUNTRY     -  US
 OQ0523  USGS QUAD   -  CANOVA WEST (2017)
 OQ0523
 OQ0523                         *CURRENT SURVEY CONTROL
 OQ0523  ______________________________________________________________________
 OQ0523* NAD 83(1986) POSITION- 43 58 44.     (N) 097 34 12.     (W)   SCALED
 OQ0523* NAVD 88 ORTHO HEIGHT -   454.187 (meters)     1490.11  (feet) ADJUSTED
 OQ0523  ______________________________________________________________________
 OQ0523  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 OQ0523  DYNAMIC HEIGHT  -        454.085 (meters)     1489.78  (feet) COMP
 OQ0523  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 OQ0523
 OQ0523  VERT ORDER      -  SECOND    CLASS 0
 OQ0523
 OQ0523.The horizontal coordinates were scaled from a map and have
 OQ0523.an estimated accuracy of +/- 6 seconds.
 OQ0523
 OQ0523.The orthometric height was determined by differential leveling and
 OQ0523.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0523.in June 1991.
 OQ0523
 OQ0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0523.GEOID18 height accuracy estimate available here.
 OQ0523
 OQ0523.Click photographs - Photos may exist for this station.
 OQ0523
 OQ0523.The dynamic height is computed by dividing the NAVD 88
 OQ0523.geopotential number by the normal gravity value computed on the
 OQ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0523.degrees latitude (g = 980.6199 gals.).
 OQ0523
 OQ0523.The modeled gravity was interpolated from observed gravity values.
 OQ0523
 OQ0523;                    North         East    Units  Estimated Accuracy
 OQ0523;SPC SD S     -   186,500.      821,660.      MT  (+/- 180 meters Scaled)
 OQ0523
 OQ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP146705(NAD 83)
 OQ0523
 OQ0523                          SUPERSEDED SURVEY CONTROL
 OQ0523
 OQ0523  NGVD 29 (??/??/92)  453.898  (m)         1489.16   (f) ADJ UNCH    2 0
 OQ0523
 OQ0523.Superseded values are not recommended for survey control.
 OQ0523
 OQ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0523.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0523
 OQ0523_MARKER: DB = BENCH MARK DISK
 OQ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0523_STAMPING: N 53 1934
 OQ0523_MARK LOGO: CGS
 OQ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0523+STABILITY: SURFACE MOTION
 OQ0523
 OQ0523  HISTORY     - Date     Condition        Report By
 OQ0523  HISTORY     - 1934     MONUMENTED       CGS
 OQ0523
 OQ0523                          STATION DESCRIPTION
 OQ0523
 OQ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0523'2.7 MI SE FROM VILAS.
 OQ0523'2.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0523'FROM THE STATION AT VILAS, MINER COUNTY, ABOUT 25 POLES NORTHWEST
 OQ0523'OF MILEPOST 95, AT A ROAD CROSSING, ABOUT 48 FEET SOUTHEAST
 OQ0523'OF THE CENTER LINE OF THE ROAD, 54 FEET NORTHEAST OF THE CENTER
 OQ0523'LINE OF THE TRACK, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 OQ0523'AND ABOUT 3 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK,
 OQ0523'STAMPED N 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0168 ***********************************************************************
 PR0168  DESIGNATION -  N 54
 PR0168  PID         -  PR0168
 PR0168  STATE/COUNTY-  SD/MOODY
 PR0168  COUNTRY     -  US
 PR0168  USGS QUAD   -  FLANDREAU NE (2017)
 PR0168
 PR0168                         *CURRENT SURVEY CONTROL
 PR0168  ______________________________________________________________________
 PR0168* NAD 83(1986) POSITION- 44 08 13.     (N) 096 35 13.     (W)   SCALED
 PR0168* NAVD 88 ORTHO HEIGHT -   487.812 (meters)     1600.43  (feet) ADJUSTED
 PR0168  ______________________________________________________________________
 PR0168  GEOID HEIGHT    -        -25.895 (meters)                     GEOID18
 PR0168  DYNAMIC HEIGHT  -        487.704 (meters)     1600.08  (feet) COMP
 PR0168  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 PR0168
 PR0168  VERT ORDER      -  SECOND    CLASS 0
 PR0168
 PR0168.The horizontal coordinates were scaled from a map and have
 PR0168.an estimated accuracy of +/- 6 seconds.
 PR0168
 PR0168.The orthometric height was determined by differential leveling and
 PR0168.adjusted by the NATIONAL GEODETIC SURVEY
 PR0168.in June 1991.
 PR0168
 PR0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0168.GEOID18 height accuracy estimate available here.
 PR0168
 PR0168.Click photographs - Photos may exist for this station.
 PR0168
 PR0168.The dynamic height is computed by dividing the NAVD 88
 PR0168.geopotential number by the normal gravity value computed on the
 PR0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0168.degrees latitude (g = 980.6199 gals.).
 PR0168
 PR0168.The modeled gravity was interpolated from observed gravity values.
 PR0168
 PR0168;                    North         East    Units  Estimated Accuracy
 PR0168;SPC SD S     -   207,130.      899,670.      MT  (+/- 180 meters Scaled)
 PR0168
 PR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP930899(NAD 83)
 PR0168
 PR0168                          SUPERSEDED SURVEY CONTROL
 PR0168
 PR0168  NGVD 29 (??/??/92)  487.55   (m)         1599.6    (f) COMPUTED    2 0
 PR0168
 PR0168.Superseded values are not recommended for survey control.
 PR0168
 PR0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0168.See file dsdata.pdf to determine how the superseded data were derived.
 PR0168
 PR0168_MARKER: DB = BENCH MARK DISK
 PR0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0168_SP_SET: BRIDGE
 PR0168_STAMPING: N 54 1934
 PR0168_MARK LOGO: CGS
 PR0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0168
 PR0168  HISTORY     - Date     Condition        Report By
 PR0168  HISTORY     - 1934     MONUMENTED       CGS
 PR0168  HISTORY     - 1949     GOOD             CGS
 PR0168
 PR0168                          STATION DESCRIPTION
 PR0168
 PR0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0168'6.7 MI N FROM FLANDREAU.
 PR0168'6.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0168'FLANDREAU, 0.1 MILE SOUTH OF A ROAD INTERSECTION, 9.0 FEET EAST
 PR0168'OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, AND SET IN
 PR0168'THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WINGWALL OF A
 PR0168'40-FOOT CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0169 ***********************************************************************
 PR0169  DESIGNATION -  N 54 RESET
 PR0169  PID         -  PR0169
 PR0169  STATE/COUNTY-  SD/MOODY
 PR0169  COUNTRY     -  US
 PR0169  USGS QUAD   -  FLANDREAU NE (2017)
 PR0169
 PR0169                         *CURRENT SURVEY CONTROL
 PR0169  ______________________________________________________________________
 PR0169* NAD 83(1986) POSITION- 44 08 13.     (N) 096 35 14.     (W)   SCALED
 PR0169* NAVD 88 ORTHO HEIGHT -   487.64  (meters)     1599.9   (feet) RESET
 PR0169  ______________________________________________________________________
 PR0169  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 PR0169  VERT ORDER      -  THIRD
 PR0169
 PR0169.The horizontal coordinates were scaled from a map and have
 PR0169.an estimated accuracy of +/- 6 seconds.
 PR0169
 PR0169.The orthometric height was computed from unverified reset data.
 PR0169
 PR0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0169.GEOID18 height accuracy estimate available here.
 PR0169
 PR0169.Click photographs - Photos may exist for this station.
 PR0169
 PR0169;                    North         East    Units  Estimated Accuracy
 PR0169;SPC SD S     -   207,130.      899,650.      MT  (+/- 180 meters Scaled)
 PR0169
 PR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP929899(NAD 83)
 PR0169
 PR0169                          SUPERSEDED SURVEY CONTROL
 PR0169
 PR0169.No superseded survey control is available for this station.
 PR0169
 PR0169_MARKER: DB = BENCH MARK DISK
 PR0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0169_STAMPING: N 54 RESET 1962
 PR0169_MARK LOGO: CGS
 PR0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0169+STABILITY: SURFACE MOTION
 PR0169
 PR0169  HISTORY     - Date     Condition        Report By
 PR0169  HISTORY     - 1962     MONUMENTED       CGS
 PR0169
 PR0169                          STATION DESCRIPTION
 PR0169
 PR0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0169'6.7 MI N FROM FLANDREAU.
 PR0169'ABOUT 6.7 MILES NORTH ALONG STATE HIGHWAY 13 FROM FLANDREAU,
 PR0169'MOODY COUNTY, ABOUT 100 FEET WEST OF THE CENTERLINE OF THE
 PR0169'HIGHWAY, ABOUT 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 PR0169'PROPOSED BRIDGE, 1 1/2 FEET NORTH OF A WITNESS POST, AND SET IN
 PR0169'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 PR0169'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0293 ***********************************************************************
 PR0293  DESIGNATION -  N 55
 PR0293  PID         -  PR0293
 PR0293  STATE/COUNTY-  SD/DEUEL
 PR0293  COUNTRY     -  US
 PR0293  USGS QUAD   -  TORONTO (2017)
 PR0293
 PR0293                         *CURRENT SURVEY CONTROL
 PR0293  ______________________________________________________________________
 PR0293* NAD 83(1986) POSITION- 44 33 10.     (N) 096 38 59.     (W)   SCALED
 PR0293* NAVD 88 ORTHO HEIGHT -   594.955 (meters)     1951.95  (feet) ADJUSTED
 PR0293  ______________________________________________________________________
 PR0293  GEOID HEIGHT    -        -25.197 (meters)                     GEOID18
 PR0293  DYNAMIC HEIGHT  -        594.852 (meters)     1951.61  (feet) COMP
 PR0293  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 PR0293
 PR0293  VERT ORDER      -  SECOND    CLASS 0
 PR0293
 PR0293.The horizontal coordinates were scaled from a map and have
 PR0293.an estimated accuracy of +/- 6 seconds.
 PR0293
 PR0293.The orthometric height was determined by differential leveling and
 PR0293.adjusted by the NATIONAL GEODETIC SURVEY
 PR0293.in June 1991.
 PR0293
 PR0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0293.GEOID18 height accuracy estimate available here.
 PR0293
 PR0293.Click photographs - Photos may exist for this station.
 PR0293
 PR0293.The dynamic height is computed by dividing the NAVD 88
 PR0293.geopotential number by the normal gravity value computed on the
 PR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0293.degrees latitude (g = 980.6199 gals.).
 PR0293
 PR0293.The modeled gravity was interpolated from observed gravity values.
 PR0293
 PR0293;                    North         East    Units  Estimated Accuracy
 PR0293;SPC SD N     -    85,450.      866,120.      MT  (+/- 180 meters Scaled)
 PR0293
 PR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ866359(NAD 83)
 PR0293
 PR0293                          SUPERSEDED SURVEY CONTROL
 PR0293
 PR0293  NGVD 29 (??/??/92)  594.683  (m)         1951.06   (f) ADJ UNCH    2 0
 PR0293
 PR0293.Superseded values are not recommended for survey control.
 PR0293
 PR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0293.See file dsdata.pdf to determine how the superseded data were derived.
 PR0293
 PR0293_MARKER: DB = BENCH MARK DISK
 PR0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0293_SP_SET: CULVERT HEADWALL
 PR0293_STAMPING: N 55 1934
 PR0293_MARK LOGO: CGS
 PR0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0293+STABILITY: SURFACE MOTION
 PR0293
 PR0293  HISTORY     - Date     Condition        Report By
 PR0293  HISTORY     - 1934     MONUMENTED       CGS
 PR0293
 PR0293                          STATION DESCRIPTION
 PR0293
 PR0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0293'1.4 MI S FROM TORONTO.
 PR0293'ABOUT 1.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0293'RAILWAY FROM THE STATION AT TORONTO, DEUEL COUNTY, ABOUT 10
 PR0293'POLES SOUTH OF MILEPOST 360, AT A 3-FOOT DUAL TILE CULVERT,
 PR0293'IN THE CENTER OF THE WEST CONCRETE HEAD WALL, AND ABOUT 1 FOOT
 PR0293'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 PR0293'N 55 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0331 ***********************************************************************
 PR0331  DESIGNATION -  N 56
 PR0331  PID         -  PR0331
 PR0331  STATE/COUNTY-  SD/CODINGTON
 PR0331  COUNTRY     -  US
 PR0331  USGS QUAD   -  KRANZBURG (2017)
 PR0331
 PR0331                         *CURRENT SURVEY CONTROL
 PR0331  ______________________________________________________________________
 PR0331* NAD 83(1986) POSITION- 44 53 24.     (N) 096 57 19.     (W)   SCALED
 PR0331* NAVD 88 ORTHO HEIGHT -   591.769 (meters)     1941.50  (feet) ADJUSTED
 PR0331  ______________________________________________________________________
 PR0331  GEOID HEIGHT    -        -25.164 (meters)                     GEOID18
 PR0331  DYNAMIC HEIGHT  -        591.678 (meters)     1941.20  (feet) COMP
 PR0331  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 PR0331
 PR0331  VERT ORDER      -  SECOND    CLASS 0
 PR0331
 PR0331.The horizontal coordinates were scaled from a map and have
 PR0331.an estimated accuracy of +/- 6 seconds.
 PR0331
 PR0331.The orthometric height was determined by differential leveling and
 PR0331.adjusted by the NATIONAL GEODETIC SURVEY
 PR0331.in June 1991.
 PR0331
 PR0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0331.GEOID18 height accuracy estimate available here.
 PR0331
 PR0331.Click photographs - Photos may exist for this station.
 PR0331
 PR0331.The dynamic height is computed by dividing the NAVD 88
 PR0331.geopotential number by the normal gravity value computed on the
 PR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0331.degrees latitude (g = 980.6199 gals.).
 PR0331
 PR0331.The modeled gravity was interpolated from observed gravity values.
 PR0331
 PR0331;                    North         East    Units  Estimated Accuracy
 PR0331;SPC SD N     -   121,940.      840,460.      MT  (+/- 180 meters Scaled)
 PR0331
 PR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ614727(NAD 83)
 PR0331
 PR0331                          SUPERSEDED SURVEY CONTROL
 PR0331
 PR0331  NGVD 29 (??/??/92)  591.465  (m)         1940.50   (f) ADJ UNCH    2 0
 PR0331
 PR0331.Superseded values are not recommended for survey control.
 PR0331
 PR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0331.See file dsdata.pdf to determine how the superseded data were derived.
 PR0331
 PR0331_MARKER: DB = BENCH MARK DISK
 PR0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0331_SP_SET: CULVERT HEADWALL
 PR0331_STAMPING: N 56 1934
 PR0331_MARK LOGO: CGS
 PR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0331+STABILITY: SURFACE MOTION
 PR0331
 PR0331  HISTORY     - Date     Condition        Report By
 PR0331  HISTORY     - 1934     MONUMENTED       CGS
 PR0331  HISTORY     - 19951028 MARK NOT FOUND   NGS
 PR0331
 PR0331                          STATION DESCRIPTION
 PR0331
 PR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0331'1.7 MI W FROM KRANZBURG.
 PR0331'ABOUT 1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0331'FROM THE STATION AT KRANZBURG, CODINGTON COUNTY, ABOUT 9 POLES
 PR0331'WEST OF MILEPOST 311, AT A 5-FOOT CONCRETE PIPE CULVERT ON
 PR0331'U.S. HIGHWAY 212, IN THE MIDDLE OF THE NORTH CONCRETE HEAD WALL,
 PR0331'50 FEET SOUTH OF THE CENTER LINE OF THE TRACK AND ABOUT 8 FEET
 PR0331'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N 56 1934.
 PR0331
 PR0331                          STATION RECOVERY (1995)
 PR0331
 PR0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0331'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0266 ***********************************************************************
 QQ0266  DESIGNATION -  N 57
 QQ0266  PID         -  QQ0266
 QQ0266  STATE/COUNTY-  SD/CLARK
 QQ0266  COUNTRY     -  US
 QQ0266  USGS QUAD   -  BRADLEY (2017)
 QQ0266
 QQ0266                         *CURRENT SURVEY CONTROL
 QQ0266  ______________________________________________________________________
 QQ0266* NAD 83(1986) POSITION- 45 05 32.     (N) 097 38 47.     (W)   SCALED
 QQ0266* NAVD 88 ORTHO HEIGHT -   547.319 (meters)     1795.66  (feet) ADJUSTED
 QQ0266  ______________________________________________________________________
 QQ0266  GEOID HEIGHT    -        -24.776 (meters)                     GEOID18
 QQ0266  DYNAMIC HEIGHT  -        547.246 (meters)     1795.42  (feet) COMP
 QQ0266  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 QQ0266
 QQ0266  VERT ORDER      -  SECOND    CLASS 0
 QQ0266
 QQ0266.The horizontal coordinates were scaled from a map and have
 QQ0266.an estimated accuracy of +/- 6 seconds.
 QQ0266
 QQ0266.The orthometric height was determined by differential leveling and
 QQ0266.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0266.in June 1991.
 QQ0266
 QQ0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0266.GEOID18 height accuracy estimate available here.
 QQ0266
 QQ0266.Click photographs - Photos may exist for this station.
 QQ0266
 QQ0266.The dynamic height is computed by dividing the NAVD 88
 QQ0266.geopotential number by the normal gravity value computed on the
 QQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0266.degrees latitude (g = 980.6199 gals.).
 QQ0266
 QQ0266.The modeled gravity was interpolated from observed gravity values.
 QQ0266
 QQ0266;                    North         East    Units  Estimated Accuracy
 QQ0266;SPC SD N     -   142,580.      785,240.      MT  (+/- 180 meters Scaled)
 QQ0266
 QQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ065940(NAD 83)
 QQ0266
 QQ0266                          SUPERSEDED SURVEY CONTROL
 QQ0266
 QQ0266  NGVD 29 (??/??/92)  547.009  (m)         1794.65   (f) ADJ UNCH    2 0
 QQ0266
 QQ0266.Superseded values are not recommended for survey control.
 QQ0266
 QQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0266.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0266
 QQ0266_MARKER: DB = BENCH MARK DISK
 QQ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0266_STAMPING: N 57 1934
 QQ0266_MARK LOGO: CGS
 QQ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0266+STABILITY: SURFACE MOTION
 QQ0266
 QQ0266  HISTORY     - Date     Condition        Report By
 QQ0266  HISTORY     - 1934     MONUMENTED       CGS
 QQ0266  HISTORY     - 1934     GOOD             CGS
 QQ0266
 QQ0266                          STATION DESCRIPTION
 QQ0266
 QQ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0266'AT BRADLEY.
 QQ0266'AT BRADLEY, CLARK COUNTY, ABOUT 500 FEET NORTH OF THE CHICAGO,
 QQ0266'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, NEAR THE
 QQ0266'CROSSING OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD, 65 FEET
 QQ0266'SOUTH OF THE CENTER LINE OF THE M. AND ST.L.R.R. TRACK, 25 FEET
 QQ0266'NORTHEAST OF THE CENTER LINE OF THE C., M., ST. P. AND P.R.R.
 QQ0266'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 QQ0266'N 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0266
 QQ0266                          STATION RECOVERY (1934)
 QQ0266
 QQ0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0624 ***********************************************************************
 PR0624  DESIGNATION -  N 58
 PR0624  PID         -  PR0624
 PR0624  STATE/COUNTY-  SD/CLARK
 PR0624  COUNTRY     -  US
 PR0624  USGS QUAD   -  RAYMOND (2017)
 PR0624
 PR0624                         *CURRENT SURVEY CONTROL
 PR0624  ______________________________________________________________________
 PR0624* NAD 83(1986) POSITION- 44 54 47.     (N) 097 53 58.     (W)   SCALED
 PR0624* NAVD 88 ORTHO HEIGHT -   462.515 (meters)     1517.43  (feet) ADJUSTED
 PR0624  ______________________________________________________________________
 PR0624  GEOID HEIGHT    -        -24.525 (meters)                     GEOID18
 PR0624  DYNAMIC HEIGHT  -        462.459 (meters)     1517.25  (feet) COMP
 PR0624  MODELED GRAVITY -    980,482.4   (mgal)                       NAVD 88
 PR0624
 PR0624  VERT ORDER      -  SECOND    CLASS 0
 PR0624
 PR0624.The horizontal coordinates were scaled from a map and have
 PR0624.an estimated accuracy of +/- 6 seconds.
 PR0624
 PR0624.The orthometric height was determined by differential leveling and
 PR0624.adjusted by the NATIONAL GEODETIC SURVEY
 PR0624.in June 1991.
 PR0624
 PR0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0624.GEOID18 height accuracy estimate available here.
 PR0624
 PR0624.Click photographs - Photos may exist for this station.
 PR0624
 PR0624.The dynamic height is computed by dividing the NAVD 88
 PR0624.geopotential number by the normal gravity value computed on the
 PR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0624.degrees latitude (g = 980.6199 gals.).
 PR0624
 PR0624.The modeled gravity was interpolated from observed gravity values.
 PR0624
 PR0624;                    North         East    Units  Estimated Accuracy
 PR0624;SPC SD N     -   122,130.      765,840.      MT  (+/- 180 meters Scaled)
 PR0624
 PR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ868738(NAD 83)
 PR0624
 PR0624                          SUPERSEDED SURVEY CONTROL
 PR0624
 PR0624  NGVD 29 (??/??/92)  462.227  (m)         1516.49   (f) ADJ UNCH    2 0
 PR0624
 PR0624.Superseded values are not recommended for survey control.
 PR0624
 PR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0624.See file dsdata.pdf to determine how the superseded data were derived.
 PR0624
 PR0624_MARKER: DB = BENCH MARK DISK
 PR0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0624_STAMPING: N 58 1934
 PR0624_MARK LOGO: CGS
 PR0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0624+STABILITY: SURFACE MOTION
 PR0624
 PR0624  HISTORY     - Date     Condition        Report By
 PR0624  HISTORY     - 1934     MONUMENTED       CGS
 PR0624
 PR0624                          STATION DESCRIPTION
 PR0624
 PR0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0624'2.3 MI E FROM RAYMOND.
 PR0624'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0624'THE CITY SCHOOL AT RAYMOND, CLARK COUNTY, ABOUT 540 FEET EAST OF
 PR0624'A ROAD CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 PR0624'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0624'N 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0005 ***********************************************************************
 PS0005  DESIGNATION -  N 59
 PS0005  PID         -  PS0005
 PS0005  STATE/COUNTY-  SD/SPINK
 PS0005  COUNTRY     -  US
 PS0005  USGS QUAD   -  ASHTON (2017)
 PS0005
 PS0005                         *CURRENT SURVEY CONTROL
 PS0005  ______________________________________________________________________
 PS0005* NAD 83(1986) POSITION- 44 57 37.67   (N) 098 29 48.96   (W)   HD_HELD1
 PS0005* NAVD 88 ORTHO HEIGHT -   385.292 (meters)     1264.08  (feet) ADJUSTED
 PS0005  ______________________________________________________________________
 PS0005  GEOID HEIGHT    -        -24.313 (meters)                     GEOID18
 PS0005  DYNAMIC HEIGHT  -        385.252 (meters)     1263.95  (feet) COMP
 PS0005  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 PS0005
 PS0005  VERT ORDER      -  SECOND    CLASS 0
 PS0005
 PS0005.The horizontal coordinates were determined by differentially corrected
 PS0005.hand held GPS observations or other comparable positioning techniques
 PS0005.and have an estimated accuracy of +/- 3 meters.
 PS0005
 PS0005.The orthometric height was determined by differential leveling and
 PS0005.adjusted by the NATIONAL GEODETIC SURVEY
 PS0005.in June 1991.
 PS0005
 PS0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0005.GEOID18 height accuracy estimate available here.
 PS0005
 PS0005.Click photographs - Photos may exist for this station.
 PS0005
 PS0005.The dynamic height is computed by dividing the NAVD 88
 PS0005.geopotential number by the normal gravity value computed on the
 PS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0005.degrees latitude (g = 980.6199 gals.).
 PS0005
 PS0005.The modeled gravity was interpolated from observed gravity values.
 PS0005
 PS0005;                    North         East    Units  Estimated Accuracy
 PS0005;SPC SD N     -   126,350.0     718,579.6     MT  (+/- 3 meters HH1 GPS) 
 PS0005
 PS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3967678681(NAD 83)
 PS0005
 PS0005                          SUPERSEDED SURVEY CONTROL
 PS0005
 PS0005  NGVD 29 (??/??/92)  385.002  (m)         1263.13   (f) ADJ UNCH    2 0
 PS0005
 PS0005.Superseded values are not recommended for survey control.
 PS0005
 PS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0005.See file dsdata.pdf to determine how the superseded data were derived.
 PS0005
 PS0005_MARKER: DB = BENCH MARK DISK
 PS0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0005_SP_SET: BRIDGE
 PS0005_STAMPING: N 59 1934
 PS0005_MARK LOGO: CGS
 PS0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0005
 PS0005  HISTORY     - Date     Condition        Report By
 PS0005  HISTORY     - 1934     MONUMENTED       CGS
 PS0005
 PS0005                          STATION DESCRIPTION
 PS0005
 PS0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0005'2.5 MI S FROM ASHTON.
 PS0005'ABOUT 2.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0005'PACIFIC RAILWAY FROM THE CITY WATER TANK AT ASHTON, SPINK COUNTY,
 PS0005'ABOUT 11 POLES NORTH OF MILEPOST 93, AT A HIGHWAY BRIDGE OPPOSITE
 PS0005'BRIDGE P62, IN THE TOP OF THE NORTHEAST CONCRETE WING WALL, ABOUT
 PS0005'100 FEET WEST OF THE TRACK, AND 7 FEET LOWER THAN THE TRACK.  A
 PS0005'STANDARD DISK, STAMPED N 59 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0501 ***********************************************************************
 OQ0501  DESIGNATION -  N 6
 OQ0501  PID         -  OQ0501
 OQ0501  STATE/COUNTY-  SD/HANSON
 OQ0501  COUNTRY     -  US
 OQ0501  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0501
 OQ0501                         *CURRENT SURVEY CONTROL
 OQ0501  ______________________________________________________________________
 OQ0501* NAD 83(1986) POSITION- 43 43 26.     (N) 097 49 23.     (W)   SCALED
 OQ0501* NAVD 88 ORTHO HEIGHT -   405.000 (meters)     1328.74  (feet) ADJUSTED
 OQ0501  ______________________________________________________________________
 OQ0501  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 OQ0501  DYNAMIC HEIGHT  -        404.902 (meters)     1328.42  (feet) COMP
 OQ0501  MODELED GRAVITY -    980,366.5   (mgal)                       NAVD 88
 OQ0501
 OQ0501  VERT ORDER      -  FIRST     CLASS II
 OQ0501
 OQ0501.The horizontal coordinates were scaled from a map and have
 OQ0501.an estimated accuracy of +/- 6 seconds.
 OQ0501
 OQ0501.The orthometric height was determined by differential leveling and
 OQ0501.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0501.in June 1991.
 OQ0501
 OQ0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0501.GEOID18 height accuracy estimate available here.
 OQ0501
 OQ0501.Click photographs - Photos may exist for this station.
 OQ0501
 OQ0501.The dynamic height is computed by dividing the NAVD 88
 OQ0501.geopotential number by the normal gravity value computed on the
 OQ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0501.degrees latitude (g = 980.6199 gals.).
 OQ0501
 OQ0501.The modeled gravity was interpolated from observed gravity values.
 OQ0501
 OQ0501;                    North         East    Units  Estimated Accuracy
 OQ0501;SPC SD S     -   157,540.      802,220.      MT  (+/- 180 meters Scaled)
 OQ0501
 OQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP947418(NAD 83)
 OQ0501
 OQ0501                          SUPERSEDED SURVEY CONTROL
 OQ0501
 OQ0501  NGVD 29 (??/??/92)  404.711  (m)         1327.79   (f) ADJ UNCH    1 2
 OQ0501
 OQ0501.Superseded values are not recommended for survey control.
 OQ0501
 OQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0501.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0501
 OQ0501_MARKER: DB = BENCH MARK DISK
 OQ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0501_STAMPING: 1327.789 N 6 1925
 OQ0501_MARK LOGO: CGS
 OQ0501_PROJECTION: FLUSH
 OQ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0501+STABILITY: SURFACE MOTION
 OQ0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0501+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2012
 OQ0501
 OQ0501  HISTORY     - Date     Condition        Report By
 OQ0501  HISTORY     - 1925     MONUMENTED       CGS
 OQ0501  HISTORY     - 1935     GOOD             CGS
 OQ0501  HISTORY     - 20120124 GOOD             INDIV
 OQ0501
 OQ0501                          STATION DESCRIPTION
 OQ0501
 OQ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0501'AT FULTON.
 OQ0501'AT FULTON, HANSON COUNTY, 66.3 FEET SOUTHEAST OF THE SOUTHEAST
 OQ0501'CORNER OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 OQ0501'STATION, 74.8 FEET WEST OF THE PROLONGATION OF THE CENTER LINE
 OQ0501'OF A STREET NORTH OF THE TRACK, 41 FEET SOUTH OF THE CENTER
 OQ0501'LINE OF THE TRACK, 23.3 FEET EAST OF A POLE, AND IN LINE WITH A
 OQ0501'ROW OF POLES.  A STANDARD DISK, STMAPED 1327.789 N 6 1925 AND
 OQ0501'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OQ0501'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 OQ0501'IS NOW SOO LINE RAILROAD.
 OQ0501
 OQ0501                          STATION RECOVERY (1935)
 OQ0501
 OQ0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0501'RECOVERED IN GOOD CONDITION.
 OQ0501
 OQ0501                          STATION RECOVERY (2012)
 OQ0501
 OQ0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1873 ***********************************************************************
 PU1873  DESIGNATION -  N 6 B 1
 PU1873  PID         -  PU1873
 PU1873  STATE/COUNTY-  SD/BUTTE
 PU1873  COUNTRY     -  US
 PU1873  USGS QUAD   -  NISLAND (2017)
 PU1873
 PU1873                         *CURRENT SURVEY CONTROL
 PU1873  ______________________________________________________________________
 PU1873* NAD 83(1986) POSITION- 44 44 03.     (N) 103 33 27.     (W)   SCALED
 PU1873* NAVD 88 ORTHO HEIGHT -   885.416 (meters)     2904.90  (feet) ADJUSTED
 PU1873  ______________________________________________________________________
 PU1873  GEOID HEIGHT    -        -16.096 (meters)                     GEOID18
 PU1873  DYNAMIC HEIGHT  -        885.185 (meters)     2904.14  (feet) COMP
 PU1873  MODELED GRAVITY -    980,327.2   (mgal)                       NAVD 88
 PU1873
 PU1873  VERT ORDER      -  SECOND    CLASS 0
 PU1873
 PU1873.The horizontal coordinates were scaled from a map and have
 PU1873.an estimated accuracy of +/- 6 seconds.
 PU1873
 PU1873.The orthometric height was determined by differential leveling and
 PU1873.adjusted by the NATIONAL GEODETIC SURVEY
 PU1873.in June 1991.
 PU1873
 PU1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1873.GEOID18 height accuracy estimate available here.
 PU1873
 PU1873.Click photographs - Photos may exist for this station.
 PU1873
 PU1873.The dynamic height is computed by dividing the NAVD 88
 PU1873.geopotential number by the normal gravity value computed on the
 PU1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1873.degrees latitude (g = 980.6199 gals.).
 PU1873
 PU1873.The modeled gravity was interpolated from observed gravity values.
 PU1873
 PU1873;                    North         East    Units  Estimated Accuracy
 PU1873;SPC SD N     -   106,290.      318,310.      MT  (+/- 180 meters Scaled)
 PU1873
 PU1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK142544(NAD 83)
 PU1873
 PU1873                          SUPERSEDED SURVEY CONTROL
 PU1873
 PU1873  NGVD 29 (??/??/92)  884.93   (m)         2903.3    (f) COMPUTED    2 0
 PU1873
 PU1873.Superseded values are not recommended for survey control.
 PU1873
 PU1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1873.See file dsdata.pdf to determine how the superseded data were derived.
 PU1873
 PU1873_MARKER: Z = SEE DESCRIPTION
 PU1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1873_SP_SET: CONCRETE PEDESTAL
 PU1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1873
 PU1873  HISTORY     - Date     Condition        Report By
 PU1873  HISTORY     - UNK      MONUMENTED       USAF
 PU1873  HISTORY     - 1963     GOOD             CGS
 PU1873
 PU1873                          STATION DESCRIPTION
 PU1873
 PU1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1873'5.4 MI N FROM NISLAND.
 PU1873'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1873'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1873'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1873'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1873'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 0.45 MILE WEST
 PU1873'AONG A GRAVELED COUNTY ROAD, 48 FEET SOUTH OF THE CENTERLINE
 PU1873'OF THE ROAD, 4.0 FEET SOUTH OF A FENCE, ABOUT 6 FEET ABOVE THE
 PU1873'LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 PU1873'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1872 ***********************************************************************
 PU1872  DESIGNATION -  N 6 B 2
 PU1872  PID         -  PU1872
 PU1872  STATE/COUNTY-  SD/BUTTE
 PU1872  COUNTRY     -  US
 PU1872  USGS QUAD   -  NISLAND (2017)
 PU1872
 PU1872                         *CURRENT SURVEY CONTROL
 PU1872  ______________________________________________________________________
 PU1872* NAD 83(1986) POSITION- 44 43 52.     (N) 103 33 27.     (W)   SCALED
 PU1872* NAVD 88 ORTHO HEIGHT -   888.536 (meters)     2915.14  (feet) ADJUSTED
 PU1872  ______________________________________________________________________
 PU1872  GEOID HEIGHT    -        -16.091 (meters)                     GEOID18
 PU1872  DYNAMIC HEIGHT  -        888.305 (meters)     2914.38  (feet) COMP
 PU1872  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1872
 PU1872  VERT ORDER      -  SECOND    CLASS 0
 PU1872
 PU1872.The horizontal coordinates were scaled from a map and have
 PU1872.an estimated accuracy of +/- 6 seconds.
 PU1872
 PU1872.The orthometric height was determined by differential leveling and
 PU1872.adjusted by the NATIONAL GEODETIC SURVEY
 PU1872.in June 1991.
 PU1872
 PU1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1872.GEOID18 height accuracy estimate available here.
 PU1872
 PU1872.Click photographs - Photos may exist for this station.
 PU1872
 PU1872.The dynamic height is computed by dividing the NAVD 88
 PU1872.geopotential number by the normal gravity value computed on the
 PU1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1872.degrees latitude (g = 980.6199 gals.).
 PU1872
 PU1872.The modeled gravity was interpolated from observed gravity values.
 PU1872
 PU1872;                    North         East    Units  Estimated Accuracy
 PU1872;SPC SD N     -   105,950.      318,300.      MT  (+/- 180 meters Scaled)
 PU1872
 PU1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK142540(NAD 83)
 PU1872
 PU1872                          SUPERSEDED SURVEY CONTROL
 PU1872
 PU1872  NGVD 29 (??/??/92)  888.05   (m)         2913.5    (f) COMPUTED    2 0
 PU1872
 PU1872.Superseded values are not recommended for survey control.
 PU1872
 PU1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1872.See file dsdata.pdf to determine how the superseded data were derived.
 PU1872
 PU1872_MARKER: Z = SEE DESCRIPTION
 PU1872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1872_SP_SET: CONCRETE PEDESTAL
 PU1872_STAMPING: N 6 B 2
 PU1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1872
 PU1872  HISTORY     - Date     Condition        Report By
 PU1872  HISTORY     - UNK      MONUMENTED       USAF
 PU1872  HISTORY     - 1963     GOOD             CGS
 PU1872
 PU1872                          STATION DESCRIPTION
 PU1872
 PU1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1872'5.2 MI N FROM NISLAND.
 PU1872'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1872'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1872'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1872'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 0.9
 PU1872'MILE NORTH ALONG A GRADED COUNTY ROAD, THENCE 0.6 MILE NORTHWEST
 PU1872'ACROSS A FIELD, ON THE NORTHEAST SLOPE OF A SLIGHT RISE, A 1 1/2
 PU1872'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE
 PU1872'TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0091 ***********************************************************************
 QR0091  DESIGNATION -  N 60
 QR0091  PID         -  QR0091
 QR0091  STATE/COUNTY-  SD/BROWN
 QR0091  COUNTRY     -  US
 QR0091  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0091
 QR0091                         *CURRENT SURVEY CONTROL
 QR0091  ______________________________________________________________________
 QR0091* NAD 83(1986) POSITION- 45 27 12.     (N) 098 29 42.     (W)   SCALED
 QR0091* NAVD 88 ORTHO HEIGHT -   396.006 (meters)     1299.23  (feet) ADJUSTED
 QR0091  ______________________________________________________________________
 QR0091  GEOID HEIGHT    -        -24.396 (meters)                     GEOID18
 QR0091  DYNAMIC HEIGHT  -        395.979 (meters)     1299.14  (feet) COMP
 QR0091  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 QR0091
 QR0091  VERT ORDER      -  SECOND    CLASS 0
 QR0091
 QR0091.The horizontal coordinates were scaled from a map and have
 QR0091.an estimated accuracy of +/- 6 seconds.
 QR0091
 QR0091.The orthometric height was determined by differential leveling and
 QR0091.adjusted by the NATIONAL GEODETIC SURVEY
 QR0091.in June 1991.
 QR0091
 QR0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0091.GEOID18 height accuracy estimate available here.
 QR0091
 QR0091.Click photographs - Photos may exist for this station.
 QR0091
 QR0091.The dynamic height is computed by dividing the NAVD 88
 QR0091.geopotential number by the normal gravity value computed on the
 QR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0091.degrees latitude (g = 980.6199 gals.).
 QR0091
 QR0091.The modeled gravity was interpolated from observed gravity values.
 QR0091
 QR0091;                    North         East    Units  Estimated Accuracy
 QR0091;SPC SD N     -   181,120.      717,710.      MT  (+/- 180 meters Scaled)
 QR0091
 QR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR394334(NAD 83)
 QR0091
 QR0091                          SUPERSEDED SURVEY CONTROL
 QR0091
 QR0091  NGVD 29 (??/??/92)  395.709  (m)         1298.26   (f) ADJ UNCH    2 0
 QR0091
 QR0091.Superseded values are not recommended for survey control.
 QR0091
 QR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0091.See file dsdata.pdf to determine how the superseded data were derived.
 QR0091
 QR0091_MARKER: DB = BENCH MARK DISK
 QR0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0091_STAMPING: N 60 1934
 QR0091_MARK LOGO: CGS
 QR0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0091+STABILITY: SURFACE MOTION
 QR0091
 QR0091  HISTORY     - Date     Condition        Report By
 QR0091  HISTORY     - 1934     MONUMENTED       CGS
 QR0091  HISTORY     - 1960     MARK NOT FOUND   USGS
 QR0091  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0091
 QR0091                          STATION DESCRIPTION
 QR0091
 QR0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0091'AT ABERDEEN.
 QR0091'AT ABERDEEN, BROWN COUNTY, AT THE CROSSING OF THE MINNEAPOLIS
 QR0091'AND ST. LOUIS RAILROAD WITH THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0091'AND PACIFIC RAILWAY, 55 FEET NORTH OF THE MINNEAPOLIS AND ST.
 QR0091'LOUIS RAILROAD TRACK, 35 FEET WEST OF THE CENTER LINE OF THE
 QR0091'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY TRACK, AND ABOUT
 QR0091'2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N
 QR0091'60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0091
 QR0091                          STATION RECOVERY (1960)
 QR0091
 QR0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QR0091'MARK NOT FOUND.
 QR0091
 QR0091                          STATION RECOVERY (1997)
 QR0091
 QR0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0091'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0024 ***********************************************************************
 QR0024  DESIGNATION -  N 61
 QR0024  PID         -  QR0024
 QR0024  STATE/COUNTY-  SD/BROWN
 QR0024  COUNTRY     -  US
 QR0024  USGS QUAD   -  HECLA (2017)
 QR0024
 QR0024                         *CURRENT SURVEY CONTROL
 QR0024  ______________________________________________________________________
 QR0024* NAD 83(1986) POSITION- 45 55 56.17   (N) 098 07 51.85   (W)   HD_HELD1
 QR0024* NAVD 88 ORTHO HEIGHT -   396.609 (meters)     1301.21  (feet) ADJUSTED
 QR0024  ______________________________________________________________________
 QR0024  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 QR0024  DYNAMIC HEIGHT  -        396.594 (meters)     1301.16  (feet) COMP
 QR0024  MODELED GRAVITY -    980,565.7   (mgal)                       NAVD 88
 QR0024
 QR0024  VERT ORDER      -  FIRST     CLASS II
 QR0024
 QR0024.The horizontal coordinates were determined by differentially corrected
 QR0024.hand held GPS observations or other comparable positioning techniques
 QR0024.and have an estimated accuracy of +/- 3 meters.
 QR0024
 QR0024.The orthometric height was determined by differential leveling and
 QR0024.adjusted by the NATIONAL GEODETIC SURVEY
 QR0024.in June 1991.
 QR0024
 QR0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0024.GEOID18 height accuracy estimate available here.
 QR0024
 QR0024.Click photographs - Photos may exist for this station.
 QR0024
 QR0024.The dynamic height is computed by dividing the NAVD 88
 QR0024.geopotential number by the normal gravity value computed on the
 QR0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0024.degrees latitude (g = 980.6199 gals.).
 QR0024
 QR0024.The modeled gravity was interpolated from observed gravity values.
 QR0024
 QR0024;                    North         East    Units  Estimated Accuracy
 QR0024;SPC SD N     -   234,926.6     744,945.5     MT  (+/- 3 meters HH1 GPS) 
 QR0024
 QR0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6736586889(NAD 83)
 QR0024
 QR0024                          SUPERSEDED SURVEY CONTROL
 QR0024
 QR0024  NGVD 29 (??/??/92)  396.290  (m)         1300.16   (f) ADJ UNCH    1 2
 QR0024
 QR0024.Superseded values are not recommended for survey control.
 QR0024
 QR0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0024.See file dsdata.pdf to determine how the superseded data were derived.
 QR0024
 QR0024_MARKER: DB = BENCH MARK DISK
 QR0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0024_STAMPING: N 61 1934
 QR0024_MARK LOGO: CGS
 QR0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0024+STABILITY: SURFACE MOTION
 QR0024
 QR0024  HISTORY     - Date     Condition        Report By
 QR0024  HISTORY     - 1934     MONUMENTED       CGS
 QR0024
 QR0024                          STATION DESCRIPTION
 QR0024
 QR0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0024'3.5 MI NE FROM HECLA.
 QR0024'3.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0024'FROM THE STATION AT HECLA, BROWN COUNTY, ABOUT 10 POLES SOUTH OF
 QR0024'MILEPOST 121, ABOUT 10 POLES SOUTH OF A ROAD CROSSING, 45 FEET
 QR0024'WEST OF THE CENTER LINE OF THE TRACK, 1 FOOT EAST OF A RIGHT-OF-WAY
 QR0024'FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QR0024'DISK, STAMPED N 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0172 ***********************************************************************
 QQ0172  DESIGNATION -  N 62
 QQ0172  PID         -  QQ0172
 QQ0172  STATE/COUNTY-  SD/MARSHALL
 QQ0172  COUNTRY     -  US
 QQ0172  USGS QUAD   -  SOUTH RED IRON LAKE (2017)
 QQ0172
 QQ0172                         *CURRENT SURVEY CONTROL
 QQ0172  ______________________________________________________________________
 QQ0172* NAD 83(1986) POSITION- 45 42 53.     (N) 097 21 35.     (W)   SCALED
 QQ0172* NAVD 88 ORTHO HEIGHT -   562.089 (meters)     1844.12  (feet) ADJUSTED
 QQ0172  ______________________________________________________________________
 QQ0172  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 QQ0172  DYNAMIC HEIGHT  -        562.046 (meters)     1843.98  (feet) COMP
 QQ0172  MODELED GRAVITY -    980,521.0   (mgal)                       NAVD 88
 QQ0172
 QQ0172  VERT ORDER      -  SECOND    CLASS 0
 QQ0172
 QQ0172.The horizontal coordinates were scaled from a map and have
 QQ0172.an estimated accuracy of +/- 6 seconds.
 QQ0172
 QQ0172.The orthometric height was determined by differential leveling and
 QQ0172.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0172.in June 1991.
 QQ0172
 QQ0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0172.GEOID18 height accuracy estimate available here.
 QQ0172
 QQ0172.Click photographs - Photos may exist for this station.
 QQ0172
 QQ0172.The dynamic height is computed by dividing the NAVD 88
 QQ0172.geopotential number by the normal gravity value computed on the
 QQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0172.degrees latitude (g = 980.6199 gals.).
 QQ0172
 QQ0172.The modeled gravity was interpolated from observed gravity values.
 QQ0172
 QQ0172;                    North         East    Units  Estimated Accuracy
 QQ0172;SPC SD N     -   212,430.      805,540.      MT  (+/- 180 meters Scaled)
 QQ0172
 QQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR276636(NAD 83)
 QQ0172
 QQ0172                          SUPERSEDED SURVEY CONTROL
 QQ0172
 QQ0172  NGVD 29 (??/??/92)  561.813  (m)         1843.21   (f) ADJ UNCH    2 0
 QQ0172
 QQ0172.Superseded values are not recommended for survey control.
 QQ0172
 QQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0172.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0172
 QQ0172_MARKER: DB = BENCH MARK DISK
 QQ0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0172_SP_SET: CULVERT HEADWALL
 QQ0172_STAMPING: N 63 1934
 QQ0172_MARK LOGO: CGS
 QQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0172+STABILITY: SURFACE MOTION
 QQ0172
 QQ0172  HISTORY     - Date     Condition        Report By
 QQ0172  HISTORY     - 1934     MONUMENTED       CGS
 QQ0172  HISTORY     - 1970     GOOD             USGS
 QQ0172
 QQ0172                          STATION DESCRIPTION
 QQ0172
 QQ0172'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QQ0172'3.3 MI E FROM LAKE CITY.
 QQ0172'LAKE CITY, 0.7 MILES SOUTH, 2.6 MILES EAST OF, T 127 N, R 54 - 55
 QQ0172'W, IN NW 1/4 OF N E 1/4 OF SECTION 12, 40 FEET NORTH OF A
 QQ0172'ROAD JUNCTION LEADING EAST, AT A 6 FOOT CONCRETE CULVERT, IN
 QQ0172'THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL AND ABOUT
 QQ0172'3.0 FEET ABOVE THE ROAD, A STD DISK STAMPED N 62 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0239 ***********************************************************************
 QQ0239  DESIGNATION -  N 63
 QQ0239  PID         -  QQ0239
 QQ0239  STATE/COUNTY-  SD/ROBERTS
 QQ0239  COUNTRY     -  US
 QQ0239  USGS QUAD   -  ORTLEY (2017)
 QQ0239
 QQ0239                         *CURRENT SURVEY CONTROL
 QQ0239  ______________________________________________________________________
 QQ0239* NAD 83(1986) POSITION- 45 19 38.     (N) 097 08 38.     (W)   SCALED
 QQ0239* NAVD 88 ORTHO HEIGHT -   595.358 (meters)     1953.27  (feet) ADJUSTED
 QQ0239  ______________________________________________________________________
 QQ0239  GEOID HEIGHT    -        -25.271 (meters)                     GEOID18
 QQ0239  DYNAMIC HEIGHT  -        595.288 (meters)     1953.04  (feet) COMP
 QQ0239  MODELED GRAVITY -    980,480.1   (mgal)                       NAVD 88
 QQ0239
 QQ0239  VERT ORDER      -  SECOND    CLASS 0
 QQ0239
 QQ0239.The horizontal coordinates were scaled from a map and have
 QQ0239.an estimated accuracy of +/- 6 seconds.
 QQ0239
 QQ0239.The orthometric height was determined by differential leveling and
 QQ0239.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0239.in June 1991.
 QQ0239
 QQ0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0239.GEOID18 height accuracy estimate available here.
 QQ0239
 QQ0239.Click photographs - Photos may exist for this station.
 QQ0239
 QQ0239.The dynamic height is computed by dividing the NAVD 88
 QQ0239.geopotential number by the normal gravity value computed on the
 QQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0239.degrees latitude (g = 980.6199 gals.).
 QQ0239
 QQ0239.The modeled gravity was interpolated from observed gravity values.
 QQ0239
 QQ0239;                    North         East    Units  Estimated Accuracy
 QQ0239;SPC SD N     -   169,960.      823,850.      MT  (+/- 180 meters Scaled)
 QQ0239
 QQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR454209(NAD 83)
 QQ0239
 QQ0239                          SUPERSEDED SURVEY CONTROL
 QQ0239
 QQ0239  NGVD 29 (??/??/92)  595.076  (m)         1952.35   (f) ADJ UNCH    2 0
 QQ0239
 QQ0239.Superseded values are not recommended for survey control.
 QQ0239
 QQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0239.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0239
 QQ0239_MARKER: DB = BENCH MARK DISK
 QQ0239_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0239_SP_SET: CULVERT
 QQ0239_STAMPING: N 63 1934
 QQ0239_MARK LOGO: CGS
 QQ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0239+STABILITY: SURFACE MOTION
 QQ0239
 QQ0239  HISTORY     - Date     Condition        Report By
 QQ0239  HISTORY     - 1934     MONUMENTED       CGS
 QQ0239  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0239  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0239
 QQ0239                          STATION DESCRIPTION
 QQ0239
 QQ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0239'2.4 MI E FROM ORTLEY.
 QQ0239'2.4 MILES EAST ALONG THE CHICAGO, MILWAUKELE, ST. PAUL
 QQ0239'AND PACIFIC RAILROAD FROM ORTLEY, ROBERTS COUNTY, AT THE
 QQ0239'OVERHEAD BRIDGE OF U.S. HIGHWAY 81, ABOUT 100 YARDS NORTH
 QQ0239'OF THE JUCTION OF U.S. HIGHWAYS 81 AND 12, 90 FEET SOUTH
 QQ0239'SOUTH OF THE CENTERLINE OF THE TRACK, AND 45 FEET WEST OF
 QQ0239'THE CENTERLINE OF U.S. HIGHWAY 81.  A STANDARD DISK
 QQ0239'STAMPED N 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0239
 QQ0239                          STATION RECOVERY (1970)
 QQ0239
 QQ0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0239'MARK NOT FOUND.
 QQ0239
 QQ0239                          STATION RECOVERY (1997)
 QQ0239
 QQ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0239'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0955 ***********************************************************************
 QS0955  DESIGNATION -  N 65 RESET
 QS0955  PID         -  QS0955
 QS0955  STATE/COUNTY-  SD/CORSON
 QS0955  COUNTRY     -  US
 QS0955  USGS QUAD   -  MCLAUGHLIN SW (2017)
 QS0955
 QS0955                         *CURRENT SURVEY CONTROL
 QS0955  ______________________________________________________________________
 QS0955* NAD 83(1986) POSITION- 45 50 53.     (N) 100 54 39.     (W)   SCALED
 QS0955* NAVD 88 ORTHO HEIGHT -   636.05  (meters)     2086.8   (feet) RESET
 QS0955  ______________________________________________________________________
 QS0955  GEOID HEIGHT    -        -21.044 (meters)                     GEOID18
 QS0955  VERT ORDER      -  THIRD
 QS0955
 QS0955.The horizontal coordinates were scaled from a map and have
 QS0955.an estimated accuracy of +/- 6 seconds.
 QS0955
 QS0955.The orthometric height was computed from unverified reset data.
 QS0955
 QS0955.No vertical observational check was made to the station.
 QS0955
 QS0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0955.GEOID18 height accuracy estimate available here.
 QS0955
 QS0955.Click photographs - Photos may exist for this station.
 QS0955
 QS0955;                    North         East    Units  Estimated Accuracy
 QS0955;SPC SD N     -   224,290.      529,250.      MT  (+/- 180 meters Scaled)
 QS0955
 QS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR516789(NAD 83)
 QS0955
 QS0955                          SUPERSEDED SURVEY CONTROL
 QS0955
 QS0955  NGVD 29 (04/17/07)  635.63   (m)         2085.4    (f) RESET       3  
 QS0955
 QS0955.Superseded values are not recommended for survey control.
 QS0955
 QS0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0955.See file dsdata.pdf to determine how the superseded data were derived.
 QS0955
 QS0955_MARKER: DV = VERTICAL CONTROL DISK
 QS0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0955_STAMPING: N 65 RESET 1990
 QS0955_MARK LOGO: NGS
 QS0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0955+STABILITY: SURFACE MOTION
 QS0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0955+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QS0955
 QS0955  HISTORY     - Date     Condition        Report By
 QS0955  HISTORY     - 1990     MONUMENTED       NGS
 QS0955
 QS0955                          STATION DESCRIPTION
 QS0955
 QS0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QS0955'9.17 KM (5.70 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FR0M ITS JUNCTION
 QS0955'WITH STATE HIGHWAY 63 NORTH (THE ABANDONED TRAIN STATION IS IN THE
 QS0955'NORTHEAST ANGLE OF THIS INTERSECTION) IN MCLAUGHLIN, 26.82 M
 QS0955'(87.99 FT) WEST FROM THE CENTER OF A COUNTY ROAD, 45.72 M
 QS0955'(150.00 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 12, 0.3 M (1.0 FT)
 QS0955'SOUTH FROM A WITNESS POST, 14.02 M (46.00 FT) SOUTH FROM THE CENTER OF
 QS0955'THE RAILROAD, 16.92 M (55.51 FT) SOUTHEAST FROM A WHISTLE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0360 ***********************************************************************
 QR0360  DESIGNATION -  N 66
 QR0360  PID         -  QR0360
 QR0360  STATE/COUNTY-  SD/CAMPBELL
 QR0360  COUNTRY     -  US
 QR0360  USGS QUAD   -  ZEELAND (2018)
 QR0360
 QR0360                         *CURRENT SURVEY CONTROL
 QR0360  ______________________________________________________________________
 QR0360* NAD 83(1986) POSITION- 45 54 27.     (N) 099 45 02.     (W)   SCALED
 QR0360* NAVD 88 ORTHO HEIGHT -   570.498 (meters)     1871.71  (feet) ADJUSTED
 QR0360  ______________________________________________________________________
 QR0360  GEOID HEIGHT    -        -22.467 (meters)                     GEOID18
 QR0360  DYNAMIC HEIGHT  -        570.465 (meters)     1871.60  (feet) COMP
 QR0360  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 QR0360
 QR0360  VERT ORDER      -  SECOND    CLASS 0
 QR0360
 QR0360.The horizontal coordinates were scaled from a map and have
 QR0360.an estimated accuracy of +/- 6 seconds.
 QR0360
 QR0360.The orthometric height was determined by differential leveling and
 QR0360.adjusted by the NATIONAL GEODETIC SURVEY
 QR0360.in June 1991.
 QR0360
 QR0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0360.GEOID18 height accuracy estimate available here.
 QR0360
 QR0360.Click photographs - Photos may exist for this station.
 QR0360
 QR0360.The dynamic height is computed by dividing the NAVD 88
 QR0360.geopotential number by the normal gravity value computed on the
 QR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0360.degrees latitude (g = 980.6199 gals.).
 QR0360
 QR0360.The modeled gravity was interpolated from observed gravity values.
 QR0360
 QR0360;                    North         East    Units  Estimated Accuracy
 QR0360;SPC SD N     -   230,530.      619,360.      MT  (+/- 180 meters Scaled)
 QR0360
 QR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR417840(NAD 83)
 QR0360
 QR0360                          SUPERSEDED SURVEY CONTROL
 QR0360
 QR0360  NGVD 29 (??/??/92)  570.095  (m)         1870.39   (f) ADJ UNCH    2 0
 QR0360
 QR0360.Superseded values are not recommended for survey control.
 QR0360
 QR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0360.See file dsdata.pdf to determine how the superseded data were derived.
 QR0360
 QR0360_MARKER: DB = BENCH MARK DISK
 QR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0360_STAMPING: N 66 1934
 QR0360_MARK LOGO: CGS
 QR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0360+STABILITY: SURFACE MOTION
 QR0360
 QR0360  HISTORY     - Date     Condition        Report By
 QR0360  HISTORY     - 1934     MONUMENTED       CGS
 QR0360
 QR0360                          STATION DESCRIPTION
 QR0360
 QR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0360'2.4 MI SW FROM MADRA.
 QR0360'ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 12
 QR0360'POLES WEST OF MILEPOLE 381.  225 FEET EAST OF CENTERLINE OF
 QR0360'PRIVATE ROAD CROSSING, THENCE 45 FEET NORTH OF CENTERLINE OF
 QR0360'TRACK.  3 FEET SOUTH OF RIGHT OF WAY FENCE AND 1 FOOT ABOVE
 QR0360'LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0081 ***********************************************************************
 QS0081  DESIGNATION -  N 67
 QS0081  PID         -  QS0081
 QS0081  STATE/COUNTY-  SD/WALWORTH
 QS0081  COUNTRY     -  US
 QS0081  USGS QUAD   -  SELBY (2017)
 QS0081
 QS0081                         *CURRENT SURVEY CONTROL
 QS0081  ______________________________________________________________________
 QS0081* NAD 83(1986) POSITION- 45 32 26.     (N) 100 02 16.     (W)   SCALED
 QS0081* NAVD 88 ORTHO HEIGHT -   555.873 (meters)     1823.73  (feet) ADJUSTED
 QS0081  ______________________________________________________________________
 QS0081  GEOID HEIGHT    -        -22.325 (meters)                     GEOID18
 QS0081  DYNAMIC HEIGHT  -        555.820 (meters)     1823.55  (feet) COMP
 QS0081  MODELED GRAVITY -    980,501.8   (mgal)                       NAVD 88
 QS0081
 QS0081  VERT ORDER      -  SECOND    CLASS 0
 QS0081
 QS0081.The horizontal coordinates were scaled from a map and have
 QS0081.an estimated accuracy of +/- 6 seconds.
 QS0081
 QS0081.The orthometric height was determined by differential leveling and
 QS0081.adjusted by the NATIONAL GEODETIC SURVEY
 QS0081.in June 1991.
 QS0081
 QS0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0081.GEOID18 height accuracy estimate available here.
 QS0081
 QS0081.Click photographs - Photos may exist for this station.
 QS0081
 QS0081.The dynamic height is computed by dividing the NAVD 88
 QS0081.geopotential number by the normal gravity value computed on the
 QS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0081.degrees latitude (g = 980.6199 gals.).
 QS0081
 QS0081.The modeled gravity was interpolated from observed gravity values.
 QS0081
 QS0081;                    North         East    Units  Estimated Accuracy
 QS0081;SPC SD N     -   189,720.      597,050.      MT  (+/- 180 meters Scaled)
 QS0081
 QS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR189435(NAD 83)
 QS0081
 QS0081                          SUPERSEDED SURVEY CONTROL
 QS0081
 QS0081  NGVD 29 (??/??/92)  555.495  (m)         1822.49   (f) ADJ UNCH    2 0
 QS0081
 QS0081.Superseded values are not recommended for survey control.
 QS0081
 QS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0081.See file dsdata.pdf to determine how the superseded data were derived.
 QS0081
 QS0081_MARKER: DB = BENCH MARK DISK
 QS0081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0081_SP_SET: CULVERT HEADWALL
 QS0081_STAMPING: N 67 1934
 QS0081_MARK LOGO: CGS
 QS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0081+STABILITY: SURFACE MOTION
 QS0081
 QS0081  HISTORY     - Date     Condition        Report By
 QS0081  HISTORY     - 1934     MONUMENTED       CGS
 QS0081  HISTORY     - 1953     GOOD             CGS
 QS0081
 QS0081                          STATION DESCRIPTION
 QS0081
 QS0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0081'2.6 MI N FROM SELBY.
 QS0081'ABOUT 2.6 MILES NORTH ALONG OLD U.S. HIGHWAY 83 FROM THE COUNTY
 QS0081'COURTHOUSE AT SELBY, WALWORTH COUNTY, ABOUT 0.4 MILE NORTH OF THE
 QS0081'HIDDENWOOD LAKE ROAD, AT A 22-INCH CONCRETE CULVERT, IN THE
 QS0081'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL, 15 FEET
 QS0081'WEST OF THE CENTER LINE OF THE HIGHWAY, 6.1 FEET NORTH OF A
 QS0081'WHITE POST, AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.  A
 QS0081'STANDARD DISK, STAMPED N 67 1934.
 QS0081
 QS0081                          STATION RECOVERY (1953)
 QS0081
 QS0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0324 ***********************************************************************
 QR0324  DESIGNATION -  N 68
 QR0324  PID         -  QR0324
 QR0324  STATE/COUNTY-  SD/POTTER
 QR0324  COUNTRY     -  US
 QR0324  USGS QUAD   -  GETTYSBURG (2017)
 QR0324
 QR0324                         *CURRENT SURVEY CONTROL
 QR0324  ______________________________________________________________________
 QR0324* NAD 83(1986) POSITION- 45 03 28.     (N) 099 56 24.     (W)   SCALED
 QR0324* NAVD 88 ORTHO HEIGHT -   657.602 (meters)     2157.48  (feet) POSTED
 QR0324  ______________________________________________________________________
 QR0324  GEOID HEIGHT    -        -22.494 (meters)                     GEOID18
 QR0324  DYNAMIC HEIGHT  -        657.51  (meters)     2157.2   (feet) COMP
 QR0324  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 QR0324
 QR0324  VERT ORDER      -  * POSTED, SEE BELOW
 QR0324
 QR0324.The horizontal coordinates were scaled from a map and have
 QR0324.an estimated accuracy of +/- 6 seconds.
 QR0324
 QR0324.The orthometric height was determined by differential leveling
 QR0324.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QR0324
 QR0324.* This is a POSTED BENCH MARK height.
 QR0324
 QR0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0324.GEOID18 height accuracy estimate available here.
 QR0324
 QR0324.Click photographs - Photos may exist for this station.
 QR0324
 QR0324.The dynamic height is computed by dividing the NAVD 88
 QR0324.geopotential number by the normal gravity value computed on the
 QR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0324.degrees latitude (g = 980.6199 gals.).
 QR0324
 QR0324.The modeled gravity was interpolated from observed gravity values.
 QR0324
 QR0324;                    North         East    Units  Estimated Accuracy
 QR0324;SPC SD N     -   136,070.      604,730.      MT  (+/- 180 meters Scaled)
 QR0324
 QR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ259897(NAD 83)
 QR0324
 QR0324                          SUPERSEDED SURVEY CONTROL
 QR0324
 QR0324.No superseded survey control is available for this station.
 QR0324
 QR0324_MARKER: DB = BENCH MARK DISK
 QR0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0324_SP_SET: CULVERT HEADWALL
 QR0324_STAMPING: N 68 1934
 QR0324_MARK LOGO: CGS
 QR0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0324+STABILITY: SURFACE MOTION
 QR0324
 QR0324  HISTORY     - Date     Condition        Report By
 QR0324  HISTORY     - 1934     MONUMENTED       CGS
 QR0324
 QR0324                          STATION DESCRIPTION
 QR0324
 QR0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0324'3.4 MI N FROM GETTYSBURG.
 QR0324'3.4 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 21 FEET
 QR0324'SOUTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 21 FEET
 QR0324'EAST OF CENTERLINE OF HIWAY AND 14 FT NORTH, THENCE 8 FEET
 QR0324'WEST OF RIGHT OF WAY FENCE CORNER POST.  SET IN THE WEST END
 QR0324'OF THE SOUTH HEADWALL OF 14 INCH CONCRETE CULVERT, LEVEL WITH
 QR0324'ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0301 ***********************************************************************
 QS0301  DESIGNATION -  N 69
 QS0301  PID         -  QS0301
 QS0301  STATE/COUNTY-  SD/DEWEY
 QS0301  COUNTRY     -  US
 QS0301  USGS QUAD   -  STOVE CREEK (2017)
 QS0301
 QS0301                         *CURRENT SURVEY CONTROL
 QS0301  ______________________________________________________________________
 QS0301* NAD 83(1986) POSITION- 45 07 29.60   (N) 100 32 49.15   (W)   HD_HELD1
 QS0301* NAVD 88 ORTHO HEIGHT -   609.785 (meters)     2000.60  (feet) ADJUSTED
 QS0301  ______________________________________________________________________
 QS0301  GEOID HEIGHT    -        -22.202 (meters)                     GEOID18
 QS0301  DYNAMIC HEIGHT  -        609.685 (meters)     2000.27  (feet) COMP
 QS0301  MODELED GRAVITY -    980,432.7   (mgal)                       NAVD 88
 QS0301
 QS0301  VERT ORDER      -  SECOND    CLASS 0
 QS0301
 QS0301.The horizontal coordinates were determined by differentially corrected
 QS0301.hand held GPS observations or other comparable positioning techniques
 QS0301.and have an estimated accuracy of +/- 3 meters.
 QS0301
 QS0301.The orthometric height was determined by differential leveling and
 QS0301.adjusted by the NATIONAL GEODETIC SURVEY
 QS0301.in June 1991.
 QS0301
 QS0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0301.GEOID18 height accuracy estimate available here.
 QS0301
 QS0301.Click photographs - Photos may exist for this station.
 QS0301
 QS0301.The dynamic height is computed by dividing the NAVD 88
 QS0301.geopotential number by the normal gravity value computed on the
 QS0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0301.degrees latitude (g = 980.6199 gals.).
 QS0301
 QS0301.The modeled gravity was interpolated from observed gravity values.
 QS0301
 QS0301;                    North         East    Units  Estimated Accuracy
 QS0301;SPC SD N     -   143,666.5     556,968.6     MT  (+/- 3 meters HH1 GPS) 
 QS0301
 QS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7833997988(NAD 83)
 QS0301
 QS0301                          SUPERSEDED SURVEY CONTROL
 QS0301
 QS0301  NGVD 29 (??/??/92)  609.371  (m)         1999.24   (f) ADJ UNCH    2 0
 QS0301
 QS0301.Superseded values are not recommended for survey control.
 QS0301
 QS0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0301.See file dsdata.pdf to determine how the superseded data were derived.
 QS0301
 QS0301_MARKER: DB = BENCH MARK DISK
 QS0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0301_STAMPING: N 69 1934
 QS0301_MARK LOGO: CGS
 QS0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0301+STABILITY: SURFACE MOTION
 QS0301
 QS0301  HISTORY     - Date     Condition        Report By
 QS0301  HISTORY     - 1934     MONUMENTED       CGS
 QS0301  HISTORY     - 1945     GOOD             CGS
 QS0301
 QS0301                          STATION DESCRIPTION
 QS0301
 QS0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0301'0.3 MI N FROM LA PLANT.
 QS0301'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO,
 QS0301'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION FROM LA PLANT,
 QS0301'DEWEY COUNTY, THENCE ABOUT 5.7 MILES SOUTHEAST ALONG U.S.
 QS0301'HIGHWAY 212, ON A LONG GRADE, 37 FEET SOUTH OF THE CENTER LINE
 QS0301'OF THE HIGHWAY, 4 FEET SOUTH OF A ROW OF POLES, 2 FEET SOUTH
 QS0301'OF A FENCE, ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY, AND 2 FEET
 QS0301'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 QS0301'N 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0301
 QS0301                          STATION RECOVERY (1945)
 QS0301
 QS0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0361 ***********************************************************************
 OR0361  DESIGNATION -  N 7
 OR0361  PID         -  OR0361
 OR0361  STATE/COUNTY-  SD/BRULE
 OR0361  COUNTRY     -  US
 OR0361  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0361
 OR0361                         *CURRENT SURVEY CONTROL
 OR0361  ______________________________________________________________________
 OR0361* NAD 83(1986) POSITION- 43 44 49.35   (N) 098 54 49.44   (W)   HD_HELD1
 OR0361* NAVD 88 ORTHO HEIGHT -   526.249 (meters)     1726.54  (feet) ADJUSTED
 OR0361  ______________________________________________________________________
 OR0361  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 OR0361  DYNAMIC HEIGHT  -        526.102 (meters)     1726.05  (feet) COMP
 OR0361  MODELED GRAVITY -    980,323.7   (mgal)                       NAVD 88
 OR0361
 OR0361  VERT ORDER      -  FIRST     CLASS II
 OR0361
 OR0361.The horizontal coordinates were determined by differentially corrected
 OR0361.hand held GPS observations or other comparable positioning techniques
 OR0361.and have an estimated accuracy of +/- 3 meters.
 OR0361
 OR0361.The orthometric height was determined by differential leveling and
 OR0361.adjusted by the NATIONAL GEODETIC SURVEY
 OR0361.in June 1991.
 OR0361
 OR0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0361.GEOID18 height accuracy estimate available here.
 OR0361
 OR0361.Click photographs - Photos may exist for this station.
 OR0361
 OR0361.The dynamic height is computed by dividing the NAVD 88
 OR0361.geopotential number by the normal gravity value computed on the
 OR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0361.degrees latitude (g = 980.6199 gals.).
 OR0361
 OR0361.The modeled gravity was interpolated from observed gravity values.
 OR0361
 OR0361;                    North         East    Units  Estimated Accuracy
 OR0361;SPC SD S     -   158,028.2     714,327.4     MT  (+/- 3 meters HH1 GPS) 
 OR0361
 OR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0694543781(NAD 83)
 OR0361
 OR0361                          SUPERSEDED SURVEY CONTROL
 OR0361
 OR0361  NGVD 29 (??/??/92)  525.880  (m)         1725.32   (f) ADJ UNCH    1 2
 OR0361
 OR0361.Superseded values are not recommended for survey control.
 OR0361
 OR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0361.See file dsdata.pdf to determine how the superseded data were derived.
 OR0361
 OR0361_MARKER: DB = BENCH MARK DISK
 OR0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0361_STAMPING: N 7 1925
 OR0361_MARK LOGO: CGS
 OR0361_PROJECTION: FLUSH
 OR0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0361+STABILITY: SURFACE MOTION
 OR0361
 OR0361  HISTORY     - Date     Condition        Report By
 OR0361  HISTORY     - 1925     MONUMENTED       CGS
 OR0361  HISTORY     - 1935     GOOD             CGS
 OR0361  HISTORY     - 1975     MARK NOT FOUND   USGS
 OR0361  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0361
 OR0361                          STATION DESCRIPTION
 OR0361
 OR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0361'3.2 MI E FROM KIMBALL.
 OR0361'ABOUT 3-1/4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0361'AND PACIFIC RAILROAD FROM KIMBALL, BRULE COUNTY, AT A ROAD
 OR0361'CROSSING, 95.1 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 OR0361'89.6 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 7.5 FEET
 OR0361'WEST OF THE WEST ROAD FENCE, AND 11.5 FEET NORTHWEST OF A FENCE
 OR0361'CORNER.  A STANDARD DISK, STAMPED N 7 1925 AND SET IN THE TOP
 OR0361'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0361
 OR0361                          STATION RECOVERY (1935)
 OR0361
 OR0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0361'RECOVERED IN GOOD CONDITION.
 OR0361
 OR0361                          STATION RECOVERY (1975)
 OR0361
 OR0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0361'MAY BE DESTROYED AS A FIRE GUARD HAS BEEN PLOWED IN IMMEDIATE AREA.
 OR0361
 OR0361                          STATION RECOVERY (2012)
 OR0361
 OR0361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1934 ***********************************************************************
 PU1934  DESIGNATION -  N 7 B 1
 PU1934  PID         -  PU1934
 PU1934  STATE/COUNTY-  SD/BUTTE
 PU1934  COUNTRY     -  US
 PU1934  USGS QUAD   -  FRUITDALE (2017)
 PU1934
 PU1934                         *CURRENT SURVEY CONTROL
 PU1934  ______________________________________________________________________
 PU1934* NAD 83(1986) POSITION- 44 41 17.     (N) 103 41 45.     (W)   SCALED
 PU1934* NAVD 88 ORTHO HEIGHT -   923.606 (meters)     3030.20  (feet) ADJUSTED
 PU1934  ______________________________________________________________________
 PU1934  GEOID HEIGHT    -        -15.662 (meters)                     GEOID18
 PU1934  DYNAMIC HEIGHT  -        923.364 (meters)     3029.40  (feet) COMP
 PU1934  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1934
 PU1934  VERT ORDER      -  SECOND    CLASS 0
 PU1934
 PU1934.The horizontal coordinates were scaled from a map and have
 PU1934.an estimated accuracy of +/- 6 seconds.
 PU1934
 PU1934.The orthometric height was determined by differential leveling and
 PU1934.adjusted by the NATIONAL GEODETIC SURVEY
 PU1934.in June 1991.
 PU1934
 PU1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1934.GEOID18 height accuracy estimate available here.
 PU1934
 PU1934.Click photographs - Photos may exist for this station.
 PU1934
 PU1934.The dynamic height is computed by dividing the NAVD 88
 PU1934.geopotential number by the normal gravity value computed on the
 PU1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1934.degrees latitude (g = 980.6199 gals.).
 PU1934
 PU1934.The modeled gravity was interpolated from observed gravity values.
 PU1934
 PU1934;                    North         East    Units  Estimated Accuracy
 PU1934;SPC SD N     -   101,670.      307,130.      MT  (+/- 180 meters Scaled)
 PU1934
 PU1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK033491(NAD 83)
 PU1934
 PU1934                          SUPERSEDED SURVEY CONTROL
 PU1934
 PU1934  NGVD 29 (??/??/92)  923.13   (m)         3028.6    (f) COMPUTED    2 0
 PU1934
 PU1934.Superseded values are not recommended for survey control.
 PU1934
 PU1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1934.See file dsdata.pdf to determine how the superseded data were derived.
 PU1934
 PU1934_MARKER: Z = SEE DESCRIPTION
 PU1934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1934_SP_SET: PEDESTAL
 PU1934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1934
 PU1934  HISTORY     - Date     Condition        Report By
 PU1934  HISTORY     - UNK      MONUMENTED       USAF
 PU1934  HISTORY     - 1963     GOOD             CGS
 PU1934
 PU1934                          STATION DESCRIPTION
 PU1934
 PU1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1934'1.5 MI N FROM FRUITDALE.
 PU1934'ABOUT 1.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU1934'AT FRUITDALE, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 212, IN
 PU1934'THE EAST EDGE OF A FIELD, 51 FEET SOUTH OF THE CENTERLINE OF THE
 PU1934'HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A 1 1/2
 PU1934'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF
 PU1934'THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1933 ***********************************************************************
 PU1933  DESIGNATION -  N 7 B 2
 PU1933  PID         -  PU1933
 PU1933  STATE/COUNTY-  SD/BUTTE
 PU1933  COUNTRY     -  US
 PU1933  USGS QUAD   -  FRUITDALE (2017)
 PU1933
 PU1933                         *CURRENT SURVEY CONTROL
 PU1933  ______________________________________________________________________
 PU1933* NAD 83(1986) POSITION- 44 41 05.     (N) 103 41 42.     (W)   SCALED
 PU1933* NAVD 88 ORTHO HEIGHT -   920.300 (meters)     3019.35  (feet) ADJUSTED
 PU1933  ______________________________________________________________________
 PU1933  GEOID HEIGHT    -        -15.656 (meters)                     GEOID18
 PU1933  DYNAMIC HEIGHT  -        920.059 (meters)     3018.56  (feet) COMP
 PU1933  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 PU1933
 PU1933  VERT ORDER      -  SECOND    CLASS 0
 PU1933
 PU1933.The horizontal coordinates were scaled from a map and have
 PU1933.an estimated accuracy of +/- 6 seconds.
 PU1933
 PU1933.The orthometric height was determined by differential leveling and
 PU1933.adjusted by the NATIONAL GEODETIC SURVEY
 PU1933.in June 1991.
 PU1933
 PU1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1933.GEOID18 height accuracy estimate available here.
 PU1933
 PU1933.Click photographs - Photos may exist for this station.
 PU1933
 PU1933.The dynamic height is computed by dividing the NAVD 88
 PU1933.geopotential number by the normal gravity value computed on the
 PU1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1933.degrees latitude (g = 980.6199 gals.).
 PU1933
 PU1933.The modeled gravity was interpolated from observed gravity values.
 PU1933
 PU1933;                    North         East    Units  Estimated Accuracy
 PU1933;SPC SD N     -   101,290.      307,180.      MT  (+/- 180 meters Scaled)
 PU1933
 PU1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK034487(NAD 83)
 PU1933
 PU1933                          SUPERSEDED SURVEY CONTROL
 PU1933
 PU1933  NGVD 29 (??/??/92)  919.82   (m)         3017.8    (f) COMPUTED    2 0
 PU1933
 PU1933.Superseded values are not recommended for survey control.
 PU1933
 PU1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1933.See file dsdata.pdf to determine how the superseded data were derived.
 PU1933
 PU1933_MARKER: Z = SEE DESCRIPTION
 PU1933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1933_SP_SET: PEDESTAL
 PU1933_STAMPING: N 7 B 2
 PU1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1933
 PU1933  HISTORY     - Date     Condition        Report By
 PU1933  HISTORY     - UNK      MONUMENTED       USAF
 PU1933  HISTORY     - 1963     GOOD             CGS
 PU1933
 PU1933                          STATION DESCRIPTION
 PU1933
 PU1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1933'1.2 MI N FROM FRUITDALE.
 PU1933'ABOUT 1.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST
 PU1933'OFFICE AT FRUITDALE, THENCE 0.15 MILE NORTHEAST ACROSS A FIELD,
 PU1933'ABOUT 231 YARDS NORTHEAST OF THE ROAD, ABOUT 73 YARDS NORTH OF
 PU1933'A FENCE, ABOUT LEVEL WITH THE GRAVELED ROAD, A 1 1/2 X 4 FOOT
 PU1933'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 PU1933'WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0415 ***********************************************************************
 PT0415  DESIGNATION -  N 70
 PT0415  PID         -  PT0415
 PT0415  STATE/COUNTY-  SD/DEWEY
 PT0415  COUNTRY     -  US
 PT0415  USGS QUAD   -  HERBERT CREEK (2017)
 PT0415
 PT0415                         *CURRENT SURVEY CONTROL
 PT0415  ______________________________________________________________________
 PT0415* NAD 83(1986) POSITION- 44 59 41.     (N) 101 10 41.     (W)   SCALED
 PT0415* NAVD 88 ORTHO HEIGHT -   729.308 (meters)     2392.74  (feet) ADJUSTED
 PT0415  ______________________________________________________________________
 PT0415  GEOID HEIGHT    -        -21.390 (meters)                     GEOID18
 PT0415  DYNAMIC HEIGHT  -        729.165 (meters)     2392.27  (feet) COMP
 PT0415  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 PT0415
 PT0415  VERT ORDER      -  SECOND    CLASS 0
 PT0415
 PT0415.The horizontal coordinates were scaled from a map and have
 PT0415.an estimated accuracy of +/- 6 seconds.
 PT0415
 PT0415.The orthometric height was determined by differential leveling and
 PT0415.adjusted by the NATIONAL GEODETIC SURVEY
 PT0415.in June 1991.
 PT0415
 PT0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0415.GEOID18 height accuracy estimate available here.
 PT0415
 PT0415.Click photographs - Photos may exist for this station.
 PT0415
 PT0415.The dynamic height is computed by dividing the NAVD 88
 PT0415.geopotential number by the normal gravity value computed on the
 PT0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0415.degrees latitude (g = 980.6199 gals.).
 PT0415
 PT0415.The modeled gravity was interpolated from observed gravity values.
 PT0415
 PT0415;                    North         East    Units  Estimated Accuracy
 PT0415;SPC SD N     -   129,730.      507,110.      MT  (+/- 180 meters Scaled)
 PT0415
 PT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ283846(NAD 83)
 PT0415
 PT0415                          SUPERSEDED SURVEY CONTROL
 PT0415
 PT0415  NGVD 29 (??/??/92)  728.822  (m)         2391.14   (f) ADJ UNCH    2 0
 PT0415
 PT0415.Superseded values are not recommended for survey control.
 PT0415
 PT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0415.See file dsdata.pdf to determine how the superseded data were derived.
 PT0415
 PT0415_MARKER: DB = BENCH MARK DISK
 PT0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0415_STAMPING: N 70 1934
 PT0415_MARK LOGO: CGS
 PT0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0415+STABILITY: SURFACE MOTION
 PT0415
 PT0415  HISTORY     - Date     Condition        Report By
 PT0415  HISTORY     - 1934     MONUMENTED       CGS
 PT0415  HISTORY     - 1975     GOOD             NGS
 PT0415
 PT0415                          STATION DESCRIPTION
 PT0415
 PT0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PT0415'2.8 MI E FROM EAGLE BUTTE.
 PT0415'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PT0415'RAILROAD FROM THE STATION AT EAGLE BUTTE, DEWEY COUNTY, 10 POLES
 PT0415'NORTHEAST OF MILEPOST 61, AT A ROAD CROSSING, 70 FEET SOUTHWEST
 PT0415'OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTHEAST OF THE CENTERLINE
 PT0415'OF THE TRACK, 5 FEET NORTHEAST OF A POLE, 1 FOOT LOWER THAN THE
 PT0415'TRACK AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0271 ***********************************************************************
 QS0271  DESIGNATION -  N 71
 QS0271  PID         -  QS0271
 QS0271  STATE/COUNTY-  SD/DEWEY
 QS0271  COUNTRY     -  US
 QS0271  USGS QUAD   -  PROMISE (2017)
 QS0271
 QS0271                         *CURRENT SURVEY CONTROL
 QS0271  ______________________________________________________________________
 QS0271* NAD 83(1986) POSITION- 45 21 00.     (N) 100 36 18.     (W)   SCALED
 QS0271* NAVD 88 ORTHO HEIGHT -   491.725 (meters)     1613.27  (feet) ADJUSTED
 QS0271  ______________________________________________________________________
 QS0271  GEOID HEIGHT    -        -21.756 (meters)                     GEOID18
 QS0271  DYNAMIC HEIGHT  -        491.672 (meters)     1613.09  (feet) COMP
 QS0271  MODELED GRAVITY -    980,494.9   (mgal)                       NAVD 88
 QS0271
 QS0271  VERT ORDER      -  SECOND    CLASS 0
 QS0271
 QS0271.The horizontal coordinates were scaled from a map and have
 QS0271.an estimated accuracy of +/- 6 seconds.
 QS0271
 QS0271.The orthometric height was determined by differential leveling and
 QS0271.adjusted by the NATIONAL GEODETIC SURVEY
 QS0271.in June 1991.
 QS0271
 QS0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0271.GEOID18 height accuracy estimate available here.
 QS0271
 QS0271.Click photographs - Photos may exist for this station.
 QS0271
 QS0271.The dynamic height is computed by dividing the NAVD 88
 QS0271.geopotential number by the normal gravity value computed on the
 QS0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0271.degrees latitude (g = 980.6199 gals.).
 QS0271
 QS0271.The modeled gravity was interpolated from observed gravity values.
 QS0271
 QS0271;                    North         East    Units  Estimated Accuracy
 QS0271;SPC SD N     -   168,720.      552,590.      MT  (+/- 180 meters Scaled)
 QS0271
 QS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR742230(NAD 83)
 QS0271
 QS0271                          SUPERSEDED SURVEY CONTROL
 QS0271
 QS0271  NGVD 29 (??/??/92)  491.342  (m)         1612.01   (f) ADJ UNCH    2 0
 QS0271
 QS0271.Superseded values are not recommended for survey control.
 QS0271
 QS0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0271.See file dsdata.pdf to determine how the superseded data were derived.
 QS0271
 QS0271_MARKER: DB = BENCH MARK DISK
 QS0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0271_STAMPING: N 71 1934
 QS0271_MARK LOGO: CGS
 QS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0271+STABILITY: SURFACE MOTION
 QS0271
 QS0271  HISTORY     - Date     Condition        Report By
 QS0271  HISTORY     - 1934     MONUMENTED       CGS
 QS0271  HISTORY     - 1945     GOOD             CGS
 QS0271
 QS0271                          STATION DESCRIPTION
 QS0271
 QS0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0271'1 MI NW FROM PROMISE.
 QS0271'ABOUT 1 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0271'AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY,
 QS0271'ABOUT 8 POLES WEST OF THE BRIDGE OVER MOREAU RIVER, AT A STATION
 QS0271'1-MILE SIGN, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 QS0271'4 FEET WEST OF A POLE, 1 FOOT EAST OF A WHITE REFERENCE POST
 QS0271'STENCILED U.S.B.M., AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 QS0271'STANDARD DISK, STAMPED N 71 1934 AND SET IN THE TOP OF A CONCRETE
 QS0271'POST.
 QS0271
 QS0271                          STATION RECOVERY (1945)
 QS0271
 QS0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0393 ***********************************************************************
 PT0393  DESIGNATION -  N 72
 PT0393  PID         -  PT0393
 PT0393  STATE/COUNTY-  SD/HAAKON
 PT0393  COUNTRY     -  US
 PT0393  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0393
 PT0393                         *CURRENT SURVEY CONTROL
 PT0393  ______________________________________________________________________
 PT0393* NAD 83(1986) POSITION- 44 41 39.65   (N) 101 13 08.85   (W)   HD_HELD1
 PT0393* NAVD 88 ORTHO HEIGHT -   496.997 (meters)     1630.56  (feet) ADJUSTED
 PT0393  ______________________________________________________________________
 PT0393  GEOID HEIGHT    -        -21.838 (meters)                     GEOID18
 PT0393  DYNAMIC HEIGHT  -        496.901 (meters)     1630.25  (feet) COMP
 PT0393  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 PT0393
 PT0393  VERT ORDER      -  SECOND    CLASS 0
 PT0393
 PT0393.The horizontal coordinates were determined by differentially corrected
 PT0393.hand held GPS observations or other comparable positioning techniques
 PT0393.and have an estimated accuracy of +/- 3 meters.
 PT0393
 PT0393.The orthometric height was determined by differential leveling and
 PT0393.adjusted by the NATIONAL GEODETIC SURVEY
 PT0393.in June 1991.
 PT0393
 PT0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0393.GEOID18 height accuracy estimate available here.
 PT0393
 PT0393.Click photographs - Photos may exist for this station.
 PT0393
 PT0393.The dynamic height is computed by dividing the NAVD 88
 PT0393.geopotential number by the normal gravity value computed on the
 PT0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0393.degrees latitude (g = 980.6199 gals.).
 PT0393
 PT0393.The modeled gravity was interpolated from observed gravity values.
 PT0393
 PT0393;                    North         East    Units  Estimated Accuracy
 PT0393;SPC SD S     -   262,684.1     529,783.3     MT  (+/- 3 meters HH1 GPS) 
 PT0393
 PT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2417151392(NAD 83)
 PT0393
 PT0393                          SUPERSEDED SURVEY CONTROL
 PT0393
 PT0393  NGVD 29 (??/??/92)  496.550  (m)         1629.10   (f) ADJ UNCH    2 0
 PT0393
 PT0393.Superseded values are not recommended for survey control.
 PT0393
 PT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0393.See file dsdata.pdf to determine how the superseded data were derived.
 PT0393
 PT0393_MARKER: DB = BENCH MARK DISK
 PT0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0393_SP_SET: BRIDGE
 PT0393_STAMPING: N 72 1934
 PT0393_MARK LOGO: CGS
 PT0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0393
 PT0393  HISTORY     - Date     Condition        Report By
 PT0393  HISTORY     - 1934     MONUMENTED       CGS
 PT0393  HISTORY     - 1934     GOOD             CGS
 PT0393  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0393
 PT0393                          STATION DESCRIPTION
 PT0393
 PT0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0393'2.1 MI W FROM EAGLE BUTTE.
 PT0393'IN HAAKON COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0393'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0393'23.3 MILES SOUTH ALONG STATE HIGHWAY 63, AT THE BRIDGE OVER
 PT0393'CHEYENNE RIVER, IN THE EAST CONCRETE HEADWALL, 15 INCHES NORTH OF
 PT0393'THE SOUTH END OF THE EAST HEADWALL, AND LEVEL WITH THE HIGHWAY.
 PT0393
 PT0393                          STATION RECOVERY (1985)
 PT0393
 PT0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0393'NOT RECOVERED.  BRIDGE DESCRIBED HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0435 ***********************************************************************
 PT0435  DESIGNATION -  N 73
 PT0435  PID         -  PT0435
 PT0435  STATE/COUNTY-  SD/STANLEY
 PT0435  COUNTRY     -  US
 PT0435  USGS QUAD   -  MIDLAND NW (2017)
 PT0435
 PT0435                         *CURRENT SURVEY CONTROL
 PT0435  ______________________________________________________________________
 PT0435* NAD 83(1986) POSITION- 44 11 38.     (N) 101 07 38.     (W)   SCALED
 PT0435* NAVD 88 ORTHO HEIGHT -   631.728 (meters)     2072.59  (feet) ADJUSTED
 PT0435  ______________________________________________________________________
 PT0435  GEOID HEIGHT    -        -22.682 (meters)                     GEOID18
 PT0435  DYNAMIC HEIGHT  -        631.554 (meters)     2072.02  (feet) COMP
 PT0435  MODELED GRAVITY -    980,323.1   (mgal)                       NAVD 88
 PT0435
 PT0435  VERT ORDER      -  FIRST     CLASS II
 PT0435
 PT0435.The horizontal coordinates were scaled from a map and have
 PT0435.an estimated accuracy of +/- 6 seconds.
 PT0435
 PT0435.The orthometric height was determined by differential leveling and
 PT0435.adjusted by the NATIONAL GEODETIC SURVEY
 PT0435.in June 1991.
 PT0435
 PT0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0435.GEOID18 height accuracy estimate available here.
 PT0435
 PT0435.Click photographs - Photos may exist for this station.
 PT0435
 PT0435.The dynamic height is computed by dividing the NAVD 88
 PT0435.geopotential number by the normal gravity value computed on the
 PT0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0435.degrees latitude (g = 980.6199 gals.).
 PT0435
 PT0435.The modeled gravity was interpolated from observed gravity values.
 PT0435
 PT0435;                    North         East    Units  Estimated Accuracy
 PT0435;SPC SD S     -   207,000.      536,540.      MT  (+/- 180 meters Scaled)
 PT0435
 PT0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP300956(NAD 83)
 PT0435
 PT0435                          SUPERSEDED SURVEY CONTROL
 PT0435
 PT0435  NGVD 29 (??/??/92)  631.314  (m)         2071.24   (f) ADJ UNCH    1 2
 PT0435
 PT0435.Superseded values are not recommended for survey control.
 PT0435
 PT0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0435.See file dsdata.pdf to determine how the superseded data were derived.
 PT0435
 PT0435_MARKER: DB = BENCH MARK DISK
 PT0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0435_SP_SET: HEADWALL
 PT0435_STAMPING: N 73 1934
 PT0435_MARK LOGO: CGS
 PT0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0435+STABILITY: SURFACE MOTION
 PT0435
 PT0435  HISTORY     - Date     Condition        Report By
 PT0435  HISTORY     - 1934     MONUMENTED       CGS
 PT0435  HISTORY     - 1985     GOOD             NGS
 PT0435
 PT0435                          STATION DESCRIPTION
 PT0435
 PT0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0435'9.7 MI N FROM MIDLAND.
 PT0435'IN STANLEY COUNTY, ABOUT 9.7 MILES NORTH ALONG U.S. HIGHWAY
 PT0435'14 FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT A
 PT0435'CULVERT OVER A LARGE WASH, IN THE WEST CONCRETE HEAD WALL, 3.5
 PT0435'FEET SOUTH OF THE NORTH END, AND ABOUT 2.5 FEET HIGHER THAN THE
 PT0435'HIGHWAY.  A STANDARD DISK, STAMPED N 73 1934.
 PT0435
 PT0435                          STATION RECOVERY (1985)
 PT0435
 PT0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0435'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.04 KM (9.35
 PT0435'MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THEIR JUNCTION
 PT0435'AT MIDLAND, IN TOP OF THE SOUTH END OF THE NORTHWEST HEADWALL FOR AN
 PT0435'OLD BRIDGE IN THE OLD ABANDON HIGHWAY GRADE OVER PRARIE DOG CREEK,
 PT0435'0.47 KM (0.29 MI) SOUTH OF MILEPOST 178, 41.8 METERS (137 FT) EAST OF
 PT0435'THE HIGHWAY CENTERLINE, 3.2 METERS (10.5 FT) WEST OF THE CENTER OF THE
 PT0435'OLD ROAD BED AND 1.0 METER (3.2 FT) NORTH OF THE SOUTH END OF THE
 PT0435'HEADWALL.
 PT0435'THE MARK IS 0.8 M ABOVE THE OLD ROAD BED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0305 ***********************************************************************
 PT0305  DESIGNATION -  N 74
 PT0305  PID         -  PT0305
 PT0305  STATE/COUNTY-  SD/STANLEY
 PT0305  COUNTRY     -  US
 PT0305  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0305
 PT0305                         *CURRENT SURVEY CONTROL
 PT0305  ______________________________________________________________________
 PT0305* NAD 83(1986) POSITION- 44 23 07.67   (N) 100 35 37.49   (W)   HD_HELD1
 PT0305* NAVD 88 ORTHO HEIGHT -   594.944 (meters)     1951.91  (feet) POSTED
 PT0305  ______________________________________________________________________
 PT0305  GEOID HEIGHT    -        -23.131 (meters)                     GEOID18
 PT0305  DYNAMIC HEIGHT  -        594.81  (meters)     1951.5   (feet) COMP
 PT0305  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PT0305
 PT0305  VERT ORDER      -  * POSTED, SEE BELOW
 PT0305
 PT0305.The horizontal coordinates were determined by differentially corrected
 PT0305.hand held GPS observations or other comparable positioning techniques
 PT0305.and have an estimated accuracy of +/- 3 meters.
 PT0305
 PT0305.The orthometric height was determined by differential leveling
 PT0305.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0305
 PT0305.* This is a POSTED BENCH MARK height.
 PT0305
 PT0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0305.GEOID18 height accuracy estimate available here.
 PT0305
 PT0305.Click photographs - Photos may exist for this station.
 PT0305
 PT0305.The dynamic height is computed by dividing the NAVD 88
 PT0305.geopotential number by the normal gravity value computed on the
 PT0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0305.degrees latitude (g = 980.6199 gals.).
 PT0305
 PT0305.The modeled gravity was interpolated from observed gravity values.
 PT0305
 PT0305;                    North         East    Units  Estimated Accuracy
 PT0305;SPC SD S     -   228,016.9     579,249.0     MT  (+/- 3 meters HH1 GPS) 
 PT0305
 PT0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7305215922(NAD 83)
 PT0305
 PT0305                          SUPERSEDED SURVEY CONTROL
 PT0305
 PT0305  NGVD 29 (??/??/92)  594.540  (m)         1950.59   (f) ADJ UNCH    2 0
 PT0305
 PT0305.Superseded values are not recommended for survey control.
 PT0305
 PT0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0305.See file dsdata.pdf to determine how the superseded data were derived.
 PT0305
 PT0305_MARKER: DB = BENCH MARK DISK
 PT0305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0305_SP_SET: CULVERT HEADWALL
 PT0305_STAMPING: N 74 1934
 PT0305_MARK LOGO: CGS
 PT0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0305+STABILITY: SURFACE MOTION
 PT0305
 PT0305  HISTORY     - Date     Condition        Report By
 PT0305  HISTORY     - 1934     MONUMENTED       CGS
 PT0305
 PT0305                          STATION DESCRIPTION
 PT0305
 PT0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0305'13.9 MI W FROM FORT PIERRE.
 PT0305'13.9 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0305'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, ABOUT 600 FEET WEST
 PT0305'OF A ROAD INTERSECTION, AT A LARGE CULVERT, IN THE CENTER OF
 PT0305'THE TOP OF THE SOUTH CONCRETE HEAD WALL, AND LEVEL WITH THE
 PT0305'OLD HIGHWAY.  A STANDARD DISK, STAMPED N 74 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0409 ***********************************************************************
 PT0409  DESIGNATION -  N 75
 PT0409  PID         -  PT0409
 PT0409  STATE/COUNTY-  SD/HAAKON
 PT0409  COUNTRY     -  US
 PT0409  USGS QUAD   -  KIRLEY (2017)
 PT0409
 PT0409                         *CURRENT SURVEY CONTROL
 PT0409  ______________________________________________________________________
 PT0409* NAD 83(1986) POSITION- 44 37 03.45   (N) 101 21 24.07   (W)   HD_HELD1
 PT0409* NAVD 88 ORTHO HEIGHT -   653.288 (meters)     2143.33  (feet) ADJUSTED
 PT0409  ______________________________________________________________________
 PT0409  GEOID HEIGHT    -        -21.643 (meters)                     GEOID18
 PT0409  DYNAMIC HEIGHT  -        653.140 (meters)     2142.84  (feet) COMP
 PT0409  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 PT0409
 PT0409  VERT ORDER      -  SECOND    CLASS 0
 PT0409
 PT0409.The horizontal coordinates were determined by differentially corrected
 PT0409.hand held GPS observations or other comparable positioning techniques
 PT0409.and have an estimated accuracy of +/- 3 meters.
 PT0409
 PT0409.The orthometric height was determined by differential leveling and
 PT0409.adjusted by the NATIONAL GEODETIC SURVEY
 PT0409.in June 1991.
 PT0409
 PT0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0409.GEOID18 height accuracy estimate available here.
 PT0409
 PT0409.Click photographs - Photos may exist for this station.
 PT0409
 PT0409.The dynamic height is computed by dividing the NAVD 88
 PT0409.geopotential number by the normal gravity value computed on the
 PT0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0409.degrees latitude (g = 980.6199 gals.).
 PT0409
 PT0409.The modeled gravity was interpolated from observed gravity values.
 PT0409
 PT0409;                    North         East    Units  Estimated Accuracy
 PT0409;SPC SD S     -   254,283.7     518,774.2     MT  (+/- 3 meters HH1 GPS) 
 PT0409
 PT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1302543176(NAD 83)
 PT0409
 PT0409                          SUPERSEDED SURVEY CONTROL
 PT0409
 PT0409  NGVD 29 (??/??/92)  652.825  (m)         2141.81   (f) ADJ UNCH    2 0
 PT0409
 PT0409.Superseded values are not recommended for survey control.
 PT0409
 PT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0409.See file dsdata.pdf to determine how the superseded data were derived.
 PT0409
 PT0409_MARKER: DB = BENCH MARK DISK
 PT0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0409_STAMPING: N 75 1934
 PT0409_MARK LOGO: CGS
 PT0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0409+STABILITY: SURFACE MOTION
 PT0409
 PT0409  HISTORY     - Date     Condition        Report By
 PT0409  HISTORY     - 1934     MONUMENTED       CGS
 PT0409
 PT0409                          STATION DESCRIPTION
 PT0409
 PT0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0409'8.5 MI E FROM CHERRY CREEK.
 PT0409'8.5 MILES EAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE
 PT0409'AT CHERRY CREEK, HAAKON COUNTY, AT A ROAD CROSSING, 42 FEET EAST
 PT0409'OF THE CENTERLINE OF THE CROSSROAD, 30 FEET SOUTH OF THE CENTERLINE
 PT0409'OF THE MAIN ROAD, 15 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER,
 PT0409'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0337 ***********************************************************************
 PT0337  DESIGNATION -  N 76
 PT0337  PID         -  PT0337
 PT0337  STATE/COUNTY-  SD/STANLEY
 PT0337  COUNTRY     -  US
 PT0337  USGS QUAD   -  VAN METRE (2017)
 PT0337
 PT0337                         *CURRENT SURVEY CONTROL
 PT0337  ______________________________________________________________________
 PT0337* NAD 83(1986) POSITION- 44 10 04.     (N) 100 46 48.     (W)   SCALED
 PT0337* NAVD 88 ORTHO HEIGHT -   510.526 (meters)     1674.95  (feet) ADJUSTED
 PT0337  ______________________________________________________________________
 PT0337  GEOID HEIGHT    -        -23.496 (meters)                     GEOID18
 PT0337  DYNAMIC HEIGHT  -        510.391 (meters)     1674.51  (feet) COMP
 PT0337  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 PT0337
 PT0337  VERT ORDER      -  SECOND    CLASS 0
 PT0337
 PT0337.The horizontal coordinates were scaled from a map and have
 PT0337.an estimated accuracy of +/- 6 seconds.
 PT0337
 PT0337.The orthometric height was determined by differential leveling and
 PT0337.adjusted by the NATIONAL GEODETIC SURVEY
 PT0337.in June 1991.
 PT0337
 PT0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0337.GEOID18 height accuracy estimate available here.
 PT0337
 PT0337.Click photographs - Photos may exist for this station.
 PT0337
 PT0337.The dynamic height is computed by dividing the NAVD 88
 PT0337.geopotential number by the normal gravity value computed on the
 PT0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0337.degrees latitude (g = 980.6199 gals.).
 PT0337
 PT0337.The modeled gravity was interpolated from observed gravity values.
 PT0337
 PT0337;                    North         East    Units  Estimated Accuracy
 PT0337;SPC SD S     -   203,890.      564,280.      MT  (+/- 180 meters Scaled)
 PT0337
 PT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP576920(NAD 83)
 PT0337
 PT0337                          SUPERSEDED SURVEY CONTROL
 PT0337
 PT0337  NGVD 29 (??/??/92)  510.106  (m)         1673.57   (f) ADJ UNCH    2 0
 PT0337
 PT0337.Superseded values are not recommended for survey control.
 PT0337
 PT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0337.See file dsdata.pdf to determine how the superseded data were derived.
 PT0337
 PT0337_MARKER: DB = BENCH MARK DISK
 PT0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0337_STAMPING: N 76 1934
 PT0337_MARK LOGO: CGS
 PT0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0337+STABILITY: SURFACE MOTION
 PT0337
 PT0337  HISTORY     - Date     Condition        Report By
 PT0337  HISTORY     - 1934     MONUMENTED       CGS
 PT0337
 PT0337                          STATION DESCRIPTION
 PT0337
 PT0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0337'1 MI NE FROM VAN METRE.
 PT0337'IN STANLEY COUNTY, 1.0 MILE NORTHEAST ALONG THE CHICAGO AND
 PT0337'NORTH WESTERN RAILWAY FROM THE STATION AT VAN METRE, JONES COUNTY,
 PT0337'AT MILEPOST 512, AT A ROAD CROSSING, 50 FEET SOUTHEAST OF THE
 PT0337'CENTERLINE OF THE TRACK, 42 FEET NORTHEAST OF THE CENTERLINE
 PT0337'OF THE ROAD, AND 14 FEET NORTHEAST OF A FENCE CORNER.  A STANDARD
 PT0337'DISK, STAMPED N 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0383 ***********************************************************************
 OR0383  DESIGNATION -  N 78
 OR0383  PID         -  OR0383
 OR0383  STATE/COUNTY-  SD/BRULE
 OR0383  COUNTRY     -  US
 OR0383  USGS QUAD   -  KIMBALL NORTH (2017)
 OR0383
 OR0383                         *CURRENT SURVEY CONTROL
 OR0383  ______________________________________________________________________
 OR0383* NAD 83(1986) POSITION- 43 50 04.     (N) 098 58 25.     (W)   SCALED
 OR0383* NAVD 88 ORTHO HEIGHT -   501.456 (meters)     1645.19  (feet) ADJUSTED
 OR0383  ______________________________________________________________________
 OR0383  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 OR0383  DYNAMIC HEIGHT  -        501.328 (meters)     1644.77  (feet) COMP
 OR0383  MODELED GRAVITY -    980,348.5   (mgal)                       NAVD 88
 OR0383
 OR0383  VERT ORDER      -  SECOND    CLASS 0
 OR0383
 OR0383.The horizontal coordinates were scaled from a map and have
 OR0383.an estimated accuracy of +/- 6 seconds.
 OR0383
 OR0383.The orthometric height was determined by differential leveling and
 OR0383.adjusted by the NATIONAL GEODETIC SURVEY
 OR0383.in June 1991.
 OR0383
 OR0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0383.GEOID18 height accuracy estimate available here.
 OR0383
 OR0383.Click photographs - Photos may exist for this station.
 OR0383
 OR0383.The dynamic height is computed by dividing the NAVD 88
 OR0383.geopotential number by the normal gravity value computed on the
 OR0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0383.degrees latitude (g = 980.6199 gals.).
 OR0383
 OR0383.The modeled gravity was interpolated from observed gravity values.
 OR0383
 OR0383;                    North         East    Units  Estimated Accuracy
 OR0383;SPC SD S     -   167,660.      709,350.      MT  (+/- 180 meters Scaled)
 OR0383
 OR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP021534(NAD 83)
 OR0383
 OR0383                          SUPERSEDED SURVEY CONTROL
 OR0383
 OR0383  NGVD 29 (??/??/92)  501.12   (m)         1644.1    (f) COMPUTED    2 0
 OR0383
 OR0383.Superseded values are not recommended for survey control.
 OR0383
 OR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0383.See file dsdata.pdf to determine how the superseded data were derived.
 OR0383
 OR0383_MARKER: DB = BENCH MARK DISK
 OR0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0383_SP_SET: BRIDGE
 OR0383_STAMPING: N 78 1934
 OR0383_MARK LOGO: CGS
 OR0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0383
 OR0383  HISTORY     - Date     Condition        Report By
 OR0383  HISTORY     - 1934     MONUMENTED       CGS
 OR0383
 OR0383                          STATION DESCRIPTION
 OR0383
 OR0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0383'7 MI N FROM KIMBALL.
 OR0383'7.0 MILES NORTH OF ST MARGARETS CHURCH AT KIMBALL.  ALONG
 OR0383'STATE HIGHWAY 45.  AT 45 FOOT CONCRETE BRIDGE, 175 FEET
 OR0383'NORTH OF PRIVATE ENTRANCE, 90 FEET SOUTH OF T-FENCE WEST.
 OR0383'SET IN SOUTHWEST END OF NORTHEAST WING-WALL, 3 1/2 FEET ABOVE
 OR0383'LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0384 ***********************************************************************
 OR0384  DESIGNATION -  N 78 RESET
 OR0384  PID         -  OR0384
 OR0384  STATE/COUNTY-  SD/BRULE
 OR0384  COUNTRY     -  US
 OR0384  USGS QUAD   -  KIMBALL NORTH (2017)
 OR0384
 OR0384                         *CURRENT SURVEY CONTROL
 OR0384  ______________________________________________________________________
 OR0384* NAD 83(1986) POSITION- 43 50 04.     (N) 098 58 24.     (W)   SCALED
 OR0384* NAVD 88 ORTHO HEIGHT -   501.59  (+/-2cm)     1645.6   (feet) VERTCON3
 OR0384  ______________________________________________________________________
 OR0384  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 OR0384  VERT ORDER      -  THIRD (See Below)
 OR0384
 OR0384.The horizontal coordinates were scaled from a map and have
 OR0384.an estimated accuracy of +/- 6 seconds.
 OR0384
 OR0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0384
 OR0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0384.GEOID18 height accuracy estimate available here.
 OR0384
 OR0384.The vertical order pertains to the NGVD 29 superseded value.
 OR0384
 OR0384.Click photographs - Photos may exist for this station.
 OR0384
 OR0384;                    North         East    Units  Estimated Accuracy
 OR0384;SPC SD S     -   167,660.      709,370.      MT  (+/- 180 meters Scaled)
 OR0384
 OR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP021534(NAD 83)
 OR0384
 OR0384                          SUPERSEDED SURVEY CONTROL
 OR0384
 OR0384  NGVD 29 (??/??/??)  501.25   (m)         1644.5    (f) RESET       3  
 OR0384
 OR0384.Superseded values are not recommended for survey control.
 OR0384
 OR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0384.See file dsdata.pdf to determine how the superseded data were derived.
 OR0384
 OR0384_MARKER: DB = BENCH MARK DISK
 OR0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0384_SP_SET: BRIDGE
 OR0384_STAMPING: N 78 RESET 1957
 OR0384_MARK LOGO: CGS
 OR0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0384
 OR0384  HISTORY     - Date     Condition        Report By
 OR0384  HISTORY     - 1957     MONUMENTED       SDHD
 OR0384
 OR0384                          STATION DESCRIPTION
 OR0384
 OR0384'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1957
 OR0384'6.2 MI N FROM KIMBALL.
 OR0384'6.25 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE INTERSECTION
 OR0384'OF U.S. HIGHWAY 16 AT KIMBALL, IN THE NORTHEAST CORNER OF
 OR0384'THE WHEEL GUARD OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0157 ***********************************************************************
 PS0157  DESIGNATION -  N 79
 PS0157  PID         -  PS0157
 PS0157  STATE/COUNTY-  SD/HAND
 PS0157  COUNTRY     -  US
 PS0157  USGS QUAD   -  VAYLAND SW (2017)
 PS0157
 PS0157                         *CURRENT SURVEY CONTROL
 PS0157  ______________________________________________________________________
 PS0157* NAD 83(1986) POSITION- 44 21 37.52   (N) 098 59 00.76   (W)   HD_HELD1
 PS0157* NAVD 88 ORTHO HEIGHT -   567.942 (meters)     1863.32  (feet) ADJUSTED
 PS0157  ______________________________________________________________________
 PS0157  GEOID HEIGHT    -        -24.588 (meters)                     GEOID18
 PS0157  DYNAMIC HEIGHT  -        567.819 (meters)     1862.92  (feet) COMP
 PS0157  MODELED GRAVITY -    980,383.6   (mgal)                       NAVD 88
 PS0157
 PS0157  VERT ORDER      -  SECOND    CLASS 0
 PS0157
 PS0157.The horizontal coordinates were determined by differentially corrected
 PS0157.hand held GPS observations or other comparable positioning techniques
 PS0157.and have an estimated accuracy of +/- 3 meters.
 PS0157
 PS0157.The orthometric height was determined by differential leveling and
 PS0157.adjusted by the NATIONAL GEODETIC SURVEY
 PS0157.in June 1991.
 PS0157
 PS0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0157.GEOID18 height accuracy estimate available here.
 PS0157
 PS0157.Click photographs - Photos may exist for this station.
 PS0157
 PS0157.The dynamic height is computed by dividing the NAVD 88
 PS0157.geopotential number by the normal gravity value computed on the
 PS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0157.degrees latitude (g = 980.6199 gals.).
 PS0157
 PS0157.The modeled gravity was interpolated from observed gravity values.
 PS0157
 PS0157;                    North         East    Units  Estimated Accuracy
 PS0157;SPC SD N     -    59,080.4     681,029.7     MT  (+/- 3 meters HH1 GPS) 
 PS0157
 PS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0131111905(NAD 83)
 PS0157
 PS0157                          SUPERSEDED SURVEY CONTROL
 PS0157
 PS0157  NGVD 29 (??/??/92)  567.576  (m)         1862.12   (f) ADJ UNCH    2 0
 PS0157
 PS0157.Superseded values are not recommended for survey control.
 PS0157
 PS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0157.See file dsdata.pdf to determine how the superseded data were derived.
 PS0157
 PS0157_MARKER: DB = BENCH MARK DISK
 PS0157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0157_SP_SET: BOX CULVERT HEADWALL
 PS0157_STAMPING: N 79 1934
 PS0157_MARK LOGO: CGS
 PS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0157+STABILITY: SURFACE MOTION
 PS0157
 PS0157  HISTORY     - Date     Condition        Report By
 PS0157  HISTORY     - 1934     MONUMENTED       CGS
 PS0157  HISTORY     - 1952     GOOD             CGS
 PS0157
 PS0157                          STATION DESCRIPTION
 PS0157
 PS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PS0157'11.1 MI S FROM MILLER.
 PS0157'11.1 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0157'AT MILLER, HAND COUNTY, ABOUT 320 FEET SOUTH OF A PRIVATE
 PS0157'ENTRANCE, AT A 4-BY 5-FOOT REINFORCED CONCRETE-BOX CULVERT, IN
 PS0157'THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL, AND ABOUT 3
 PS0157'FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0157'N 79 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0771 ***********************************************************************
 OR0771  DESIGNATION -  N 8
 OR0771  PID         -  OR0771
 OR0771  STATE/COUNTY-  SD/LYMAN
 OR0771  COUNTRY     -  US
 OR0771  USGS QUAD   -  BRAKKE DAM (2017)
 OR0771
 OR0771                         *CURRENT SURVEY CONTROL
 OR0771  ______________________________________________________________________
 OR0771* NAD 83(1986) POSITION- 43 55 13.     (N) 099 55 32.     (W)   SCALED
 OR0771* NAVD 88 ORTHO HEIGHT -   518.230 (meters)     1700.23  (feet) ADJUSTED
 OR0771  ______________________________________________________________________
 OR0771  GEOID HEIGHT    -        -25.197 (meters)                     GEOID18
 OR0771  DYNAMIC HEIGHT  -        518.080 (meters)     1699.73  (feet) COMP
 OR0771  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 OR0771
 OR0771  VERT ORDER      -  FIRST     CLASS II
 OR0771
 OR0771.The horizontal coordinates were scaled from a map and have
 OR0771.an estimated accuracy of +/- 6 seconds.
 OR0771
 OR0771.The orthometric height was determined by differential leveling and
 OR0771.adjusted by the NATIONAL GEODETIC SURVEY
 OR0771.in June 1991.
 OR0771
 OR0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0771.GEOID18 height accuracy estimate available here.
 OR0771
 OR0771.Click photographs - Photos may exist for this station.
 OR0771
 OR0771.The dynamic height is computed by dividing the NAVD 88
 OR0771.geopotential number by the normal gravity value computed on the
 OR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0771.degrees latitude (g = 980.6199 gals.).
 OR0771
 OR0771.The modeled gravity was interpolated from observed gravity values.
 OR0771
 OR0771;                    North         East    Units  Estimated Accuracy
 OR0771;SPC SD S     -   176,380.      632,750.      MT  (+/- 180 meters Scaled)
 OR0771
 OR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP256634(NAD 83)
 OR0771
 OR0771                          SUPERSEDED SURVEY CONTROL
 OR0771
 OR0771  NGVD 29 (??/??/92)  517.844  (m)         1698.96   (f) ADJ UNCH    1 2
 OR0771
 OR0771.Superseded values are not recommended for survey control.
 OR0771
 OR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0771.See file dsdata.pdf to determine how the superseded data were derived.
 OR0771
 OR0771_MARKER: DB = BENCH MARK DISK
 OR0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0771_STAMPING: 1698.960 N 8 1925
 OR0771_MARK LOGO: CGS
 OR0771_PROJECTION: FLUSH
 OR0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0771+STABILITY: SURFACE MOTION
 OR0771
 OR0771  HISTORY     - Date     Condition        Report By
 OR0771  HISTORY     - 1925     MONUMENTED       CGS
 OR0771
 OR0771                          STATION DESCRIPTION
 OR0771
 OR0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0771'3.5 MI NW FROM KENNEBEC.
 OR0771'ABOUT 3-1/2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OR0771'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KENNEBEC, LYMAN
 OR0771'COUNTY, AT A ROAD CROSSING, 64 FEET SOUTHWEST OF THE CENTER
 OR0771'OF THE CROSSING, 46.9 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OR0771'34 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH
 OR0771'A ROW OF POLES.  A STANDARD DISK, STAMPED 1698.960 N 8 1925 AND
 OR0771'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1882 ***********************************************************************
 PU1882  DESIGNATION -  N 8 B 1
 PU1882  PID         -  PU1882
 PU1882  STATE/COUNTY-  SD/BUTTE
 PU1882  COUNTRY     -  US
 PU1882  USGS QUAD   -  ARPAN (2017)
 PU1882
 PU1882                         *CURRENT SURVEY CONTROL
 PU1882  ______________________________________________________________________
 PU1882* NAD 83(1986) POSITION- 44 46 14.     (N) 103 38 44.     (W)   SCALED
 PU1882* NAVD 88 ORTHO HEIGHT -   880.071 (meters)     2887.37  (feet) ADJUSTED
 PU1882  ______________________________________________________________________
 PU1882  GEOID HEIGHT    -        -15.938 (meters)                     GEOID18
 PU1882  DYNAMIC HEIGHT  -        879.845 (meters)     2886.62  (feet) COMP
 PU1882  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 PU1882
 PU1882  VERT ORDER      -  SECOND    CLASS 0
 PU1882
 PU1882.The horizontal coordinates were scaled from a map and have
 PU1882.an estimated accuracy of +/- 6 seconds.
 PU1882
 PU1882.The orthometric height was determined by differential leveling and
 PU1882.adjusted by the NATIONAL GEODETIC SURVEY
 PU1882.in June 1991.
 PU1882
 PU1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1882.GEOID18 height accuracy estimate available here.
 PU1882
 PU1882.Click photographs - Photos may exist for this station.
 PU1882
 PU1882.The dynamic height is computed by dividing the NAVD 88
 PU1882.geopotential number by the normal gravity value computed on the
 PU1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1882.degrees latitude (g = 980.6199 gals.).
 PU1882
 PU1882.The modeled gravity was interpolated from observed gravity values.
 PU1882
 PU1882;                    North         East    Units  Estimated Accuracy
 PU1882;SPC SD N     -   110,640.      311,530.      MT  (+/- 180 meters Scaled)
 PU1882
 PU1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK071583(NAD 83)
 PU1882
 PU1882                          SUPERSEDED SURVEY CONTROL
 PU1882
 PU1882  NGVD 29 (??/??/92)  879.59   (m)         2885.8    (f) COMPUTED    2 0
 PU1882
 PU1882.Superseded values are not recommended for survey control.
 PU1882
 PU1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1882.See file dsdata.pdf to determine how the superseded data were derived.
 PU1882
 PU1882_MARKER: Z = SEE DESCRIPTION
 PU1882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1882_SP_SET: CONCRETE PEDESTAL
 PU1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1882
 PU1882  HISTORY     - Date     Condition        Report By
 PU1882  HISTORY     - UNK      MONUMENTED       USAF
 PU1882  HISTORY     - 1963     GOOD             CGS
 PU1882
 PU1882                          STATION DESCRIPTION
 PU1882
 PU1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1882'12.6 MI NW FROM NISLAND.
 PU1882'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1882'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1882'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1882'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1882'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1882'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1882'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1882'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1882'THENCE 0.25 MILE EAST ALONG THE SOUTH SIDE OF AN IRRIGATION DITCH,
 PU1882'30 FEET SOUTH OF THE SOUTH EDGE OF THE DITCH, A 1 1/2 X 4 FOOT
 PU1882'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 PU1882'WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1881 ***********************************************************************
 PU1881  DESIGNATION -  N 8 B 2
 PU1881  PID         -  PU1881
 PU1881  STATE/COUNTY-  SD/BUTTE
 PU1881  COUNTRY     -  US
 PU1881  USGS QUAD   -  ARPAN (2017)
 PU1881
 PU1881                         *CURRENT SURVEY CONTROL
 PU1881  ______________________________________________________________________
 PU1881* NAD 83(1986) POSITION- 44 46 01.     (N) 103 38 38.     (W)   SCALED
 PU1881* NAVD 88 ORTHO HEIGHT -   880.097 (meters)     2887.45  (feet) ADJUSTED
 PU1881  ______________________________________________________________________
 PU1881  GEOID HEIGHT    -        -15.937 (meters)                     GEOID18
 PU1881  DYNAMIC HEIGHT  -        879.871 (meters)     2886.71  (feet) COMP
 PU1881  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 PU1881
 PU1881  VERT ORDER      -  SECOND    CLASS 0
 PU1881
 PU1881.The horizontal coordinates were scaled from a map and have
 PU1881.an estimated accuracy of +/- 6 seconds.
 PU1881
 PU1881.The orthometric height was determined by differential leveling and
 PU1881.adjusted by the NATIONAL GEODETIC SURVEY
 PU1881.in June 1991.
 PU1881
 PU1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1881.GEOID18 height accuracy estimate available here.
 PU1881
 PU1881.Click photographs - Photos may exist for this station.
 PU1881
 PU1881.The dynamic height is computed by dividing the NAVD 88
 PU1881.geopotential number by the normal gravity value computed on the
 PU1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1881.degrees latitude (g = 980.6199 gals.).
 PU1881
 PU1881.The modeled gravity was interpolated from observed gravity values.
 PU1881
 PU1881;                    North         East    Units  Estimated Accuracy
 PU1881;SPC SD N     -   110,240.      311,640.      MT  (+/- 180 meters Scaled)
 PU1881
 PU1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK073579(NAD 83)
 PU1881
 PU1881                          SUPERSEDED SURVEY CONTROL
 PU1881
 PU1881  NGVD 29 (??/??/92)  879.62   (m)         2885.9    (f) COMPUTED    2 0
 PU1881
 PU1881.Superseded values are not recommended for survey control.
 PU1881
 PU1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1881.See file dsdata.pdf to determine how the superseded data were derived.
 PU1881
 PU1881_MARKER: Z = SEE DESCRIPTION
 PU1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1881_SP_SET: CONCRETE PEDESTAL
 PU1881_STAMPING: N 8 B 2
 PU1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1881
 PU1881  HISTORY     - Date     Condition        Report By
 PU1881  HISTORY     - UNK      MONUMENTED       USAF
 PU1881  HISTORY     - 1963     GOOD             CGS
 PU1881
 PU1881                          STATION DESCRIPTION
 PU1881
 PU1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1881'12.4 MI NW FROM NISLAND.
 PU1881'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1881'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1881'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1881'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1881'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1881'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1881'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1881'COUNTY ROAD, THENCE 0.5 MILE NORTHEAST ACROSS A FIELD, A 1 1/2
 PU1881'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE
 PU1881'TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0754 ***********************************************************************
 PS0754  DESIGNATION -  N 80 RESET
 PS0754  PID         -  PS0754
 PS0754  STATE/COUNTY-  SD/FAULK
 PS0754  COUNTRY     -  US
 PS0754  USGS QUAD   -  ORIENT (2017)
 PS0754
 PS0754                         *CURRENT SURVEY CONTROL
 PS0754  ______________________________________________________________________
 PS0754* NAD 83(1986) POSITION- 44 56 54.     (N) 099 01 20.     (W)   SCALED
 PS0754* NAVD 88 ORTHO HEIGHT -   454.229 (meters)     1490.25  (feet) ADJUSTED
 PS0754  ______________________________________________________________________
 PS0754  GEOID HEIGHT    -        -23.847 (meters)                     GEOID18
 PS0754  DYNAMIC HEIGHT  -        454.171 (meters)     1490.06  (feet) COMP
 PS0754  MODELED GRAVITY -    980,475.0   (mgal)                       NAVD 88
 PS0754
 PS0754  VERT ORDER      -  FIRST     CLASS II
 PS0754
 PS0754.The horizontal coordinates were scaled from a map and have
 PS0754.an estimated accuracy of +/- 6 seconds.
 PS0754
 PS0754.The orthometric height was determined by differential leveling and
 PS0754.adjusted by the NATIONAL GEODETIC SURVEY
 PS0754.in July 1998.
 PS0754
 PS0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0754.GEOID18 height accuracy estimate available here.
 PS0754
 PS0754.Click photographs - Photos may exist for this station.
 PS0754
 PS0754.The dynamic height is computed by dividing the NAVD 88
 PS0754.geopotential number by the normal gravity value computed on the
 PS0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0754.degrees latitude (g = 980.6199 gals.).
 PS0754
 PS0754.The modeled gravity was interpolated from observed gravity values.
 PS0754
 PS0754;                    North         East    Units  Estimated Accuracy
 PS0754;SPC SD N     -   124,370.      677,160.      MT  (+/- 180 meters Scaled)
 PS0754
 PS0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982772(NAD 83)
 PS0754
 PS0754                          SUPERSEDED SURVEY CONTROL
 PS0754
 PS0754  NGVD 29 (04/17/07)  453.90   (m)         1489.2    (f) RESET       3  
 PS0754
 PS0754.Superseded values are not recommended for survey control.
 PS0754
 PS0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0754.See file dsdata.pdf to determine how the superseded data were derived.
 PS0754
 PS0754_MARKER: DV = VERTICAL CONTROL DISK
 PS0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0754_STAMPING: N 80 RESET 1988
 PS0754_MARK LOGO: NGS
 PS0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0754+STABILITY: SURFACE MOTION
 PS0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0754+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 PS0754
 PS0754  HISTORY     - Date     Condition        Report By
 PS0754  HISTORY     - 1988     MONUMENTED       NGS
 PS0754  HISTORY     - 19960602 GOOD             NGS
 PS0754
 PS0754                          STATION DESCRIPTION
 PS0754
 PS0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PS0754'17.45 KM (10.85 MI) EAST ALONG U.S. HIGHWAY 212 FROM THE POST
 PS0754'OFFICE IN FAULKTON, 22.6 M (74.1 FT) EAST OF 212, 0.3 M (1.0 FT)
 PS0754'WEST OF A WITNESS POST AND FENCE, IN THE TOP OF A CONCRETE POST
 PS0754'THAT PROJECTS 0.15 M (0.5 FT).
 PS0754
 PS0754                          STATION RECOVERY (1996)
 PS0754
 PS0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0754'17.5 KM (10.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PS0754'OFFICE IN FAULKTON, 266.0 M (872.7 FT) EAST OF MILEPOST 278, 59.0 M
 PS0754'(193.6 FT) NORTH OF BENCH MARK 212 278.20, 53.8 M (176.5 FT) SOUTH OF
 PS0754'THE EAST END OF A CULVERT UNDER THE HIGHWAY, 22.4 M (73.5 FT) EAST OF
 PS0754'THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PS0754'0.8 M (2.6 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 PS0754'RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0594 ***********************************************************************
 PR0594  DESIGNATION -  N 82 RESET
 PR0594  PID         -  PR0594
 PR0594  STATE/COUNTY-  SD/MINER
 PR0594  COUNTRY     -  US
 PR0594  USGS QUAD   -  ROSWELL (2017)
 PR0594
 PR0594                         *CURRENT SURVEY CONTROL
 PR0594  ______________________________________________________________________
 PR0594* NAD 83(1986) POSITION- 44 00 32.     (N) 097 44 42.     (W)   SCALED
 PR0594* NAVD 88 ORTHO HEIGHT -   415.73  (meters)     1363.9   (feet) RESET
 PR0594  ______________________________________________________________________
 PR0594  GEOID HEIGHT    -        -25.705 (meters)                     GEOID18
 PR0594  VERT ORDER      -  THIRD
 PR0594
 PR0594.The horizontal coordinates were scaled from a map and have
 PR0594.an estimated accuracy of +/- 6 seconds.
 PR0594
 PR0594.The orthometric height was computed from unverified reset data.
 PR0594
 PR0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0594.GEOID18 height accuracy estimate available here.
 PR0594
 PR0594.Click photographs - Photos may exist for this station.
 PR0594
 PR0594;                    North         East    Units  Estimated Accuracy
 PR0594;SPC SD S     -   189,380.      807,520.      MT  (+/- 180 meters Scaled)
 PR0594
 PR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP006736(NAD 83)
 PR0594
 PR0594                          SUPERSEDED SURVEY CONTROL
 PR0594
 PR0594.No superseded survey control is available for this station.
 PR0594
 PR0594_MARKER: DB = BENCH MARK DISK
 PR0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0594_SP_SET: BRIDGE HANDRAIL
 PR0594_STAMPING: N 82 RESET 1940
 PR0594_MARK LOGO: CGS
 PR0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0594
 PR0594  HISTORY     - Date     Condition        Report By
 PR0594  HISTORY     - 1940     MONUMENTED       SDHD
 PR0594  HISTORY     - 1941     GOOD             CGS
 PR0594  HISTORY     - 1954     GOOD             CGS
 PR0594
 PR0594                          STATION DESCRIPTION
 PR0594
 PR0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PR0594'2.3 MI E FROM FEDORA.
 PR0594'2.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0594'PACIFIC RAILROAD FROM THE STATION AT FEDORA, MINER COUNTY, 25
 PR0594'FEET EAST OF MILEPOST 366, 74 FEET SOUTH OF WOODEN TRESTLE
 PR0594'Q 1120, AT A CONCRETE BRIDGE ON STATE HIGHWAY 34, IN THE
 PR0594'NORTHWEST CORNER OF THE HANDRAIL, AND 18 FEET NORTH OF THE
 PR0594'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 82
 PR0594'RESET 1940.
 PR0594
 PR0594                          STATION RECOVERY (1954)
 PR0594
 PR0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PR0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0545 ***********************************************************************
 PR0545  DESIGNATION -  N 83
 PR0545  PID         -  PR0545
 PR0545  STATE/COUNTY-  SD/KINGSBURY
 PR0545  COUNTRY     -  US
 PR0545  USGS QUAD   -  IROQUOIS (2017)
 PR0545
 PR0545                         *CURRENT SURVEY CONTROL
 PR0545  ______________________________________________________________________
 PR0545* NAD 83(1986) POSITION- 44 21 59.     (N) 097 51 11.     (W)   SCALED
 PR0545* NAVD 88 ORTHO HEIGHT -   426.473 (meters)     1399.19  (feet) ADJUSTED
 PR0545  ______________________________________________________________________
 PR0545  GEOID HEIGHT    -        -25.081 (meters)                     GEOID18
 PR0545  DYNAMIC HEIGHT  -        426.398 (meters)     1398.94  (feet) COMP
 PR0545  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 PR0545
 PR0545  VERT ORDER      -  FIRST     CLASS II
 PR0545
 PR0545.The horizontal coordinates were scaled from a map and have
 PR0545.an estimated accuracy of +/- 6 seconds.
 PR0545
 PR0545.The orthometric height was determined by differential leveling and
 PR0545.adjusted by the NATIONAL GEODETIC SURVEY
 PR0545.in October 1997.
 PR0545
 PR0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0545.GEOID18 height accuracy estimate available here.
 PR0545
 PR0545.Click photographs - Photos may exist for this station.
 PR0545
 PR0545.The dynamic height is computed by dividing the NAVD 88
 PR0545.geopotential number by the normal gravity value computed on the
 PR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0545.degrees latitude (g = 980.6199 gals.).
 PR0545
 PR0545.The modeled gravity was interpolated from observed gravity values.
 PR0545
 PR0545;                    North         East    Units  Estimated Accuracy
 PR0545;SPC SD N     -    61,500.      771,120.      MT  (+/- 180 meters Scaled)
 PR0545
 PR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ913132(NAD 83)
 PR0545
 PR0545                          SUPERSEDED SURVEY CONTROL
 PR0545
 PR0545  NAVD 88 (06/15/91)  426.463  (m)         1399.15   (f) SUPERSEDED  1 2
 PR0545  NGVD 29 (??/??/92)  426.199  (m)         1398.29   (f) ADJ UNCH    1 2
 PR0545
 PR0545.Superseded values are not recommended for survey control.
 PR0545
 PR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0545.See file dsdata.pdf to determine how the superseded data were derived.
 PR0545
 PR0545_MARKER: DB = BENCH MARK DISK
 PR0545_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0545_SP_SET: FOOTING
 PR0545_STAMPING: N 83 1934
 PR0545_MARK LOGO: CGS
 PR0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0545+STABILITY: SURFACE MOTION
 PR0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0545+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 PR0545
 PR0545  HISTORY     - Date     Condition        Report By
 PR0545  HISTORY     - 1934     MONUMENTED       CGS
 PR0545  HISTORY     - 19941004 GOOD             NGS
 PR0545
 PR0545                          STATION DESCRIPTION
 PR0545
 PR0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0545'AT IROQUOIS.
 PR0545'AT IROQUOIS, KINGSBURY COUNTY, AT THE PUBLIC SCHOOL, AND IN THE
 PR0545'CENTER OF THE NORTH SIDE OF THE CONCRETE BASE OF THE FLAGPOLE.
 PR0545'A STANDARD DISK, STAMPED N 83 1934.
 PR0545
 PR0545                          STATION RECOVERY (1994)
 PR0545
 PR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0545'IN IROQUOIS, AT THE INTERSECTION OF WASHITA AND SIOUX STREETS, NEAR
 PR0545'THE NORTH END OF THE CONCRETE FOOTING FOR A FLAG POLE AT THE IROQUOIS
 PR0545'PUBLIC SCHOOL, 49.8 M (163.4 FT) EAST OF THE CENTER OF SIOUX STREET,
 PR0545'23.3 M (76.4 FT) EAST OF THE CENTER OF THE NORTH ENTRANCE TO THE
 PR0545'COMMUNITY CENTER, 16.5 M (54.1 FT) WEST OF THE CENTER OF A SIDEWALK
 PR0545'LEADING TO THE SCHOOL, 15.2 M (49.9 FT) SOUTH OF AND LEVEL WITH THE
 PR0545'CENTER OF WASHITA STREET, AND 7.3 M (24.0 FT) NORTH OF THE NORTH FACE
 PR0545'OF THE SCHOOL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0060 ***********************************************************************
 PS0060  DESIGNATION -  N 84
 PS0060  PID         -  PS0060
 PS0060  STATE/COUNTY-  SD/SPINK
 PS0060  COUNTRY     -  US
 PS0060  USGS QUAD   -  DOLAND SE (2017)
 PS0060
 PS0060                         *CURRENT SURVEY CONTROL
 PS0060  ______________________________________________________________________
 PS0060* NAD 83(1986) POSITION- 44 50 06.89   (N) 098 05 56.44   (W)   HD_HELD1
 PS0060* NAVD 88 ORTHO HEIGHT -   417.026 (meters)     1368.19  (feet) ADJUSTED
 PS0060  ______________________________________________________________________
 PS0060  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 PS0060  DYNAMIC HEIGHT  -        416.979 (meters)     1368.04  (feet) COMP
 PS0060  MODELED GRAVITY -    980,491.8   (mgal)                       NAVD 88
 PS0060
 PS0060  VERT ORDER      -  SECOND    CLASS 0
 PS0060
 PS0060.The horizontal coordinates were determined by differentially corrected
 PS0060.hand held GPS observations or other comparable positioning techniques
 PS0060.and have an estimated accuracy of +/- 3 meters.
 PS0060
 PS0060.The orthometric height was determined by differential leveling and
 PS0060.adjusted by the NATIONAL GEODETIC SURVEY
 PS0060.in June 1991.
 PS0060
 PS0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0060.GEOID18 height accuracy estimate available here.
 PS0060
 PS0060.Click photographs - Photos may exist for this station.
 PS0060
 PS0060.The dynamic height is computed by dividing the NAVD 88
 PS0060.geopotential number by the normal gravity value computed on the
 PS0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0060.degrees latitude (g = 980.6199 gals.).
 PS0060
 PS0060.The modeled gravity was interpolated from observed gravity values.
 PS0060
 PS0060;                    North         East    Units  Estimated Accuracy
 PS0060;SPC SD N     -   113,099.4     750,294.0     MT  (+/- 3 meters HH1 GPS) 
 PS0060
 PS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7121465043(NAD 83)
 PS0060
 PS0060                          SUPERSEDED SURVEY CONTROL
 PS0060
 PS0060  NGVD 29 (??/??/92)  416.744  (m)         1367.27   (f) ADJ UNCH    2 0
 PS0060
 PS0060.Superseded values are not recommended for survey control.
 PS0060
 PS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0060.See file dsdata.pdf to determine how the superseded data were derived.
 PS0060
 PS0060_MARKER: DB = BENCH MARK DISK
 PS0060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0060_SP_SET: CULVERT HEADWALL
 PS0060_STAMPING: N 84 1934
 PS0060_MARK LOGO: CGS
 PS0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0060+STABILITY: SURFACE MOTION
 PS0060
 PS0060  HISTORY     - Date     Condition        Report By
 PS0060  HISTORY     - 1934     MONUMENTED       CGS
 PS0060  HISTORY     - 1961     MARK NOT FOUND   CGS
 PS0060
 PS0060                          STATION DESCRIPTION
 PS0060
 PS0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0060'4.3 MI S FROM DOLAND.
 PS0060'4.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE CITY WATER TANK
 PS0060'AT DOLAND, SPINK COUNTY, 261 FEET NORTH OF THE CENTER OF THE
 PS0060'INTERSECTION OF A CROSS ROAD, 17 FEET WEST OF THE CENTERLINE
 PS0060'OF THE HIGHWAY, AT A 30-INCH CONCRETE CULVERT, IN THE TOP OF THE
 PS0060'SOUTH END OF THE WEST HEADWALL, 18 FEET EAST OF THE RIGHT-OF-WAY
 PS0060'FENCE, AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD
 PS0060'DISK, STAMPED N 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0281 ***********************************************************************
 QQ0281  DESIGNATION -  N 85
 QQ0281  PID         -  QQ0281
 QQ0281  STATE/COUNTY-  SD/CLARK
 QQ0281  COUNTRY     -  US
 QQ0281  USGS QUAD   -  HEGGS LAKE (2017)
 QQ0281
 QQ0281                         *CURRENT SURVEY CONTROL
 QQ0281  ______________________________________________________________________
 QQ0281* NAD 83(1986) POSITION- 45 05 20.     (N) 097 34 32.     (W)   SCALED
 QQ0281* NAVD 88 ORTHO HEIGHT -   554.686 (meters)     1819.83  (feet) ADJUSTED
 QQ0281  ______________________________________________________________________
 QQ0281  GEOID HEIGHT    -        -24.854 (meters)                     GEOID18
 QQ0281  DYNAMIC HEIGHT  -        554.612 (meters)     1819.59  (feet) COMP
 QQ0281  MODELED GRAVITY -    980,464.7   (mgal)                       NAVD 88
 QQ0281
 QQ0281  VERT ORDER      -  SECOND    CLASS 0
 QQ0281
 QQ0281.The horizontal coordinates were scaled from a map and have
 QQ0281.an estimated accuracy of +/- 6 seconds.
 QQ0281
 QQ0281.The orthometric height was determined by differential leveling and
 QQ0281.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0281.in June 1991.
 QQ0281
 QQ0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0281.GEOID18 height accuracy estimate available here.
 QQ0281
 QQ0281.Click photographs - Photos may exist for this station.
 QQ0281
 QQ0281.The dynamic height is computed by dividing the NAVD 88
 QQ0281.geopotential number by the normal gravity value computed on the
 QQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0281.degrees latitude (g = 980.6199 gals.).
 QQ0281
 QQ0281.The modeled gravity was interpolated from observed gravity values.
 QQ0281
 QQ0281;                    North         East    Units  Estimated Accuracy
 QQ0281;SPC SD N     -   142,380.      790,820.      MT  (+/- 180 meters Scaled)
 QQ0281
 QQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ120938(NAD 83)
 QQ0281
 QQ0281                          SUPERSEDED SURVEY CONTROL
 QQ0281
 QQ0281  NGVD 29 (??/??/92)  554.372  (m)         1818.80   (f) ADJ UNCH    2 0
 QQ0281
 QQ0281.Superseded values are not recommended for survey control.
 QQ0281
 QQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0281.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0281
 QQ0281_MARKER: DB = BENCH MARK DISK
 QQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0281_STAMPING: N 85 1934
 QQ0281_MARK LOGO: CGS
 QQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0281+STABILITY: SURFACE MOTION
 QQ0281
 QQ0281  HISTORY     - Date     Condition        Report By
 QQ0281  HISTORY     - 1934     MONUMENTED       CGS
 QQ0281  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0281
 QQ0281                          STATION DESCRIPTION
 QQ0281
 QQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0281'3.2 MI E FROM BRADLEY.
 QQ0281'ABOUT 3.2 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0281'FROM THE STATION AT BRADLEY, CLARK COUNTY, ABOUT 9-1/2 POLES EAST
 QQ0281'OF MILEPOST 263, AT A LONG FILL, AT A PUBLIC-ROAD CROSSING, 37
 QQ0281'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 171 FEET NORTH
 QQ0281'OF THE CENTER LINE OF THE TRACK, 7 FEET EAST AND 2 FEET SOUTH OF A
 QQ0281'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 QQ0281'A STANDARD DISK, STAMPED N 85 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0281'POST.
 QQ0281
 QQ0281                          STATION RECOVERY (1973)
 QQ0281
 QQ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0248 ***********************************************************************
 QR0248  DESIGNATION -  N 87
 QR0248  PID         -  QR0248
 QR0248  STATE/COUNTY-  SD/FAULK
 QR0248  COUNTRY     -  US
 QR0248  USGS QUAD   -  WECOTA (2017)
 QR0248
 QR0248                         *CURRENT SURVEY CONTROL
 QR0248  ______________________________________________________________________
 QR0248* NAD 83(1986) POSITION- 45 10 11.     (N) 099 06 07.     (W)   SCALED
 QR0248* NAVD 88 ORTHO HEIGHT -   471.982 (meters)     1548.49  (feet) ADJUSTED
 QR0248  ______________________________________________________________________
 QR0248  GEOID HEIGHT    -        -23.628 (meters)                     GEOID18
 QR0248  DYNAMIC HEIGHT  -        471.929 (meters)     1548.32  (feet) COMP
 QR0248  MODELED GRAVITY -    980,489.2   (mgal)                       NAVD 88
 QR0248
 QR0248  VERT ORDER      -  SECOND    CLASS 0
 QR0248
 QR0248.The horizontal coordinates were scaled from a map and have
 QR0248.an estimated accuracy of +/- 6 seconds.
 QR0248
 QR0248.The orthometric height was determined by differential leveling and
 QR0248.adjusted by the NATIONAL GEODETIC SURVEY
 QR0248.in June 1991.
 QR0248
 QR0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0248.GEOID18 height accuracy estimate available here.
 QR0248
 QR0248.Click photographs - Photos may exist for this station.
 QR0248
 QR0248.The dynamic height is computed by dividing the NAVD 88
 QR0248.geopotential number by the normal gravity value computed on the
 QR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0248.degrees latitude (g = 980.6199 gals.).
 QR0248
 QR0248.The modeled gravity was interpolated from observed gravity values.
 QR0248
 QR0248;                    North         East    Units  Estimated Accuracy
 QR0248;SPC SD N     -   148,900.      670,590.      MT  (+/- 180 meters Scaled)
 QR0248
 QR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR919018(NAD 83)
 QR0248
 QR0248                          SUPERSEDED SURVEY CONTROL
 QR0248
 QR0248  NGVD 29 (??/??/92)  471.646  (m)         1547.39   (f) ADJ UNCH    2 0
 QR0248
 QR0248.Superseded values are not recommended for survey control.
 QR0248
 QR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0248.See file dsdata.pdf to determine how the superseded data were derived.
 QR0248
 QR0248_MARKER: DB = BENCH MARK DISK
 QR0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0248_STAMPING: N 87 1934
 QR0248_MARK LOGO: CGS
 QR0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0248+STABILITY: SURFACE MOTION
 QR0248
 QR0248  HISTORY     - Date     Condition        Report By
 QR0248  HISTORY     - 1934     MONUMENTED       CGS
 QR0248
 QR0248                          STATION DESCRIPTION
 QR0248
 QR0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0248'0.8 MI E FROM WECOTA.
 QR0248'0.8 MILE EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 QR0248'THE STATION AT WECOTA, FAULK COUNTY, ABOUT 10 POLES WEST OF
 QR0248'MILEPOST 340, ABOUT 300 FEET EAST OF THE CENTER OF A PUBLIC-ROAD
 QR0248'CROSSING, 36 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 QR0248'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0248'N 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0371 ***********************************************************************
 QR0371  DESIGNATION -  N 88 RESET
 QR0371  PID         -  QR0371
 QR0371  STATE/COUNTY-  SD/MCPHERSON
 QR0371  COUNTRY     -  US
 QR0371  USGS QUAD   -  EUREKA EAST (2017)
 QR0371
 QR0371                         *CURRENT SURVEY CONTROL
 QR0371  ______________________________________________________________________
 QR0371* NAD 83(1986) POSITION- 45 46 02.     (N) 099 34 21.     (W)   SCALED
 QR0371* NAVD 88 ORTHO HEIGHT -   581.96  (meters)     1909.3   (feet) RESET
 QR0371  ______________________________________________________________________
 QR0371  GEOID HEIGHT    -        -22.800 (meters)                     GEOID18
 QR0371  VERT ORDER      -  THIRD
 QR0371
 QR0371.The horizontal coordinates were scaled from a map and have
 QR0371.an estimated accuracy of +/- 6 seconds.
 QR0371
 QR0371.The orthometric height was computed from unverified reset data.
 QR0371
 QR0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0371.GEOID18 height accuracy estimate available here.
 QR0371
 QR0371.Click photographs - Photos may exist for this station.
 QR0371
 QR0371;                    North         East    Units  Estimated Accuracy
 QR0371;SPC SD N     -   215,000.      633,260.      MT  (+/- 180 meters Scaled)
 QR0371
 QR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR554683(NAD 83)
 QR0371
 QR0371                          SUPERSEDED SURVEY CONTROL
 QR0371
 QR0371.No superseded survey control is available for this station.
 QR0371
 QR0371_MARKER: DB = BENCH MARK DISK
 QR0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0371_STAMPING: N 88 RESET 1948
 QR0371_MARK LOGO: CGS
 QR0371_PROJECTION: PROJECTING 15 CENTIMETERS
 QR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0371+STABILITY: SURFACE MOTION
 QR0371
 QR0371  HISTORY     - Date     Condition        Report By
 QR0371  HISTORY     - 1948     MONUMENTED       SDHD
 QR0371
 QR0371                          STATION DESCRIPTION
 QR0371
 QR0371'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 QR0371'2.5 MI E FROM EUREKA.
 QR0371'2.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QR0371'EUREKA, NEAR THE MIDDLE OF A LONG SLOPE TO THE EAST, AT A
 QR0371'SECTION-LINE ROAD CROSSING.  15 FEET EAST AND 12 FEET NORTH OF
 QR0371'THE ABOVE LOCATION, 49 FEET NORTH OF THE CENTERLINE OF THE
 QR0371'HIGHWAY.  A STANDARD DISK, STAMPED N 88 RESET 1948 AND SET IN
 QR0371'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  A 4 X 4 WITNESS
 QR0371'POST WAS SET NEARBY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0140 ***********************************************************************
 QR0140  DESIGNATION -  N 89
 QR0140  PID         -  QR0140
 QR0140  STATE/COUNTY-  SD/MCPHERSON
 QR0140  COUNTRY     -  US
 QR0140  USGS QUAD   -  LEOLA (2017)
 QR0140
 QR0140                         *CURRENT SURVEY CONTROL
 QR0140  ______________________________________________________________________
 QR0140* NAD 83(1986) POSITION- 45 43 22.     (N) 098 54 36.     (W)   SCALED
 QR0140* NAVD 88 ORTHO HEIGHT -   472.860 (meters)     1551.37  (feet) ADJUSTED
 QR0140  ______________________________________________________________________
 QR0140  GEOID HEIGHT    -        -23.853 (meters)                     GEOID18
 QR0140  DYNAMIC HEIGHT  -        472.827 (meters)     1551.27  (feet) COMP
 QR0140  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 QR0140
 QR0140  VERT ORDER      -  SECOND    CLASS 0
 QR0140
 QR0140.The horizontal coordinates were scaled from a map and have
 QR0140.an estimated accuracy of +/- 6 seconds.
 QR0140
 QR0140.The orthometric height was determined by differential leveling and
 QR0140.adjusted by the NATIONAL GEODETIC SURVEY
 QR0140.in June 1991.
 QR0140
 QR0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0140.GEOID18 height accuracy estimate available here.
 QR0140
 QR0140.Click photographs - Photos may exist for this station.
 QR0140
 QR0140.The dynamic height is computed by dividing the NAVD 88
 QR0140.geopotential number by the normal gravity value computed on the
 QR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0140.degrees latitude (g = 980.6199 gals.).
 QR0140
 QR0140.The modeled gravity was interpolated from observed gravity values.
 QR0140
 QR0140;                    North         East    Units  Estimated Accuracy
 QR0140;SPC SD N     -   210,540.      684,850.      MT  (+/- 180 meters Scaled)
 QR0140
 QR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR070632(NAD 83)
 QR0140
 QR0140                          SUPERSEDED SURVEY CONTROL
 QR0140
 QR0140  NGVD 29 (??/??/92)  472.51   (m)         1550.2    (f) COMPUTED    2 0
 QR0140
 QR0140.Superseded values are not recommended for survey control.
 QR0140
 QR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0140.See file dsdata.pdf to determine how the superseded data were derived.
 QR0140
 QR0140_MARKER: DB = BENCH MARK DISK
 QR0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0140_SP_SET: BRIDGE
 QR0140_STAMPING: N 89 1934
 QR0140_MARK LOGO: CGS
 QR0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0140
 QR0140  HISTORY     - Date     Condition        Report By
 QR0140  HISTORY     - 1934     MONUMENTED       CGS
 QR0140
 QR0140                          STATION DESCRIPTION
 QR0140
 QR0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0140'1.4 MI E FROM LEOLA.
 QR0140'1.4 MILES EAST OF THE CITY WATER TOWER AT LEOLA.  ALONG STATE
 QR0140'HIGHWAY 10 AT TRIPLE 3 FOOT BY 6 FOOT BRIDGE, 250 FEET WEST OF
 QR0140'SECTION CORNER.  SET IN THE EAST END OF THE SOUTH HEADWALL, 3.5
 QR0140'FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0141 ***********************************************************************
 QR0141  DESIGNATION -  N 89 RESET
 QR0141  PID         -  QR0141
 QR0141  STATE/COUNTY-  SD/MCPHERSON
 QR0141  COUNTRY     -  US
 QR0141  USGS QUAD   -  LEOLA (2017)
 QR0141
 QR0141                         *CURRENT SURVEY CONTROL
 QR0141  ______________________________________________________________________
 QR0141* NAD 83(1986) POSITION- 45 43 21.     (N) 098 54 37.     (W)   SCALED
 QR0141* NAVD 88 ORTHO HEIGHT -   471.86  (meters)     1548.1   (feet) RESET
 QR0141  ______________________________________________________________________
 QR0141  GEOID HEIGHT    -        -23.852 (meters)                     GEOID18
 QR0141  VERT ORDER      -  THIRD
 QR0141
 QR0141.The horizontal coordinates were scaled from a map and have
 QR0141.an estimated accuracy of +/- 6 seconds.
 QR0141
 QR0141.The orthometric height was computed from unverified reset data.
 QR0141
 QR0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0141.GEOID18 height accuracy estimate available here.
 QR0141
 QR0141.Click photographs - Photos may exist for this station.
 QR0141
 QR0141;                    North         East    Units  Estimated Accuracy
 QR0141;SPC SD N     -   210,510.      684,830.      MT  (+/- 180 meters Scaled)
 QR0141
 QR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR069632(NAD 83)
 QR0141
 QR0141                          SUPERSEDED SURVEY CONTROL
 QR0141
 QR0141.No superseded survey control is available for this station.
 QR0141
 QR0141_MARKER: DB = BENCH MARK DISK
 QR0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0141_SP_SET: CULVERT HEADWALL
 QR0141_STAMPING: N 89 RESET 1951
 QR0141_MARK LOGO: CGS
 QR0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0141+STABILITY: SURFACE MOTION
 QR0141
 QR0141  HISTORY     - Date     Condition        Report By
 QR0141  HISTORY     - 1951     MONUMENTED       CGS
 QR0141  HISTORY     - 1965     MARK NOT FOUND   CGS
 QR0141
 QR0141                          STATION DESCRIPTION
 QR0141
 QR0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QR0141'1.4 MI E FROM LEOLA.
 QR0141'1.4 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL WATER
 QR0141'TOWER AT LEOLA, MC PHERSON COUNTY, 400 FEET WEST OF THE CORNER
 QR0141'COMMON TO SECTIONS 15, 16, 21 AND 22, T 126 N, R 67 W, AT A
 QR0141'TRIPLE CONCRETE-BOX CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.
 QR0141'A STANDARD DISK, STAMPED N 89 RESET 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0245 ***********************************************************************
 OS0245  DESIGNATION -  N 9
 OS0245  PID         -  OS0245
 OS0245  STATE/COUNTY-  SD/JACKSON
 OS0245  COUNTRY     -  US
 OS0245  USGS QUAD   -  STAMFORD (2017)
 OS0245
 OS0245                         *CURRENT SURVEY CONTROL
 OS0245  ______________________________________________________________________
 OS0245* NAD 83(1986) POSITION- 43 53 39.     (N) 101 05 21.     (W)   SCALED
 OS0245* NAVD 88 ORTHO HEIGHT -   731.490 (meters)     2399.90  (feet) ADJUSTED
 OS0245  ______________________________________________________________________
 OS0245  GEOID HEIGHT    -        -23.140 (meters)                     GEOID18
 OS0245  DYNAMIC HEIGHT  -        731.247 (meters)     2399.10  (feet) COMP
 OS0245  MODELED GRAVITY -    980,264.1   (mgal)                       NAVD 88
 OS0245
 OS0245  VERT ORDER      -  FIRST     CLASS II
 OS0245
 OS0245.The horizontal coordinates were scaled from a map and have
 OS0245.an estimated accuracy of +/- 6 seconds.
 OS0245
 OS0245.The orthometric height was determined by differential leveling and
 OS0245.adjusted by the NATIONAL GEODETIC SURVEY
 OS0245.in June 1991.
 OS0245
 OS0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0245.GEOID18 height accuracy estimate available here.
 OS0245
 OS0245.Click photographs - Photos may exist for this station.
 OS0245
 OS0245.The dynamic height is computed by dividing the NAVD 88
 OS0245.geopotential number by the normal gravity value computed on the
 OS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0245.degrees latitude (g = 980.6199 gals.).
 OS0245
 OS0245.The modeled gravity was interpolated from observed gravity values.
 OS0245
 OS0245;                    North         East    Units  Estimated Accuracy
 OS0245;SPC SD S     -   173,670.      539,280.      MT  (+/- 180 meters Scaled)
 OS0245
 OS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP322622(NAD 83)
 OS0245
 OS0245                          SUPERSEDED SURVEY CONTROL
 OS0245
 OS0245  NGVD 29 (??/??/92)  731.016  (m)         2398.34   (f) ADJ UNCH    1 2
 OS0245
 OS0245.Superseded values are not recommended for survey control.
 OS0245
 OS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0245.See file dsdata.pdf to determine how the superseded data were derived.
 OS0245
 OS0245_MARKER: DB = BENCH MARK DISK
 OS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0245_STAMPING: N 9 1925 2398.342
 OS0245_MARK LOGO: CGS
 OS0245_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0245+STABILITY: SURFACE MOTION
 OS0245
 OS0245  HISTORY     - Date     Condition        Report By
 OS0245  HISTORY     - 1925     MONUMENTED       CGS
 OS0245  HISTORY     - 1962     GOOD             CGS
 OS0245  HISTORY     - 1985     GOOD             NGS
 OS0245
 OS0245                          STATION DESCRIPTION
 OS0245
 OS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0245'10.7 MI W FROM OKATON.
 OS0245'ABOUT 10.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0245'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, OR
 OS0245'11.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0245'PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION 2,
 OS0245'T 2 S, R 25 E, AT A ROAD CROSSING AT STANFORD, AND 13 POLES
 OS0245'EAST OF MILES POST 538, 40 FEET SOUTH OF THE SOUTH RAIL, 172
 OS0245'FEET EAST OF ABANDONED RAILROAD STATION, 59 FEET SOUTHEAST OF THE
 OS0245'CENTER OF THE CROSSING, 70 FEET EAST OF A NORTH-SOUTH ROAD, 11 1/2
 OS0245'FEET EAST OF A TELEPHONE POLE, 1.0 FEET SOUTH OF A METAL WITNESS
 OS0245'POST, ABOUT LEVEL WITH THE RAIL, AND SET IN THE TOP OF A CONCRETE
 OS0245'POST FLUSH WITH THE GROUND.
 OS0245
 OS0245                          STATION RECOVERY (1985)
 OS0245
 OS0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0245'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.60 KM
 OS0245'(10.32 MI) WEST ALONG I 90 SERVICE ROAD FROM THE JUNCTION OF I 90 EXIT
 OS0245'183 AT OKATON, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A GRAVEL
 OS0245'ROAD, AT THE OLD ABANDON TOWN SITE OF STAMFORD, 106.7 METERS (350 FT)
 OS0245'SOUTH OF THE CENTER OF THE SERVICE ROAD, 21.3 METERS (70 FT) EAST OF
 OS0245'THE CENTER OF A GRAVEL ROAD AND 12.2 METERS (40 FT) SOUTH OF THE SOUTH
 OS0245'RAIL OF THE OLD ABANDON RAILROAD TRACKS.
 OS0245'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0245'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1858 ***********************************************************************
 PU1858  DESIGNATION -  N 9 B 1
 PU1858  PID         -  PU1858
 PU1858  STATE/COUNTY-  SD/BUTTE
 PU1858  COUNTRY     -  US
 PU1858  USGS QUAD   -  ARPAN (2017)
 PU1858
 PU1858                         *CURRENT SURVEY CONTROL
 PU1858  ______________________________________________________________________
 PU1858* NAD 83(1986) POSITION- 44 51 44.     (N) 103 43 26.     (W)   SCALED
 PU1858* NAVD 88 ORTHO HEIGHT -   899.954 (meters)     2952.60  (feet) ADJUSTED
 PU1858  ______________________________________________________________________
 PU1858  GEOID HEIGHT    -        -15.911 (meters)                     GEOID18
 PU1858  DYNAMIC HEIGHT  -        899.729 (meters)     2951.86  (feet) COMP
 PU1858  MODELED GRAVITY -    980,336.0   (mgal)                       NAVD 88
 PU1858
 PU1858  VERT ORDER      -  SECOND    CLASS 0
 PU1858
 PU1858.The horizontal coordinates were scaled from a map and have
 PU1858.an estimated accuracy of +/- 6 seconds.
 PU1858
 PU1858.The orthometric height was determined by differential leveling and
 PU1858.adjusted by the NATIONAL GEODETIC SURVEY
 PU1858.in June 1991.
 PU1858
 PU1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1858.GEOID18 height accuracy estimate available here.
 PU1858
 PU1858.Click photographs - Photos may exist for this station.
 PU1858
 PU1858.The dynamic height is computed by dividing the NAVD 88
 PU1858.geopotential number by the normal gravity value computed on the
 PU1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1858.degrees latitude (g = 980.6199 gals.).
 PU1858
 PU1858.The modeled gravity was interpolated from observed gravity values.
 PU1858
 PU1858;                    North         East    Units  Estimated Accuracy
 PU1858;SPC SD N     -   121,100.      305,800.      MT  (+/- 180 meters Scaled)
 PU1858
 PU1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK008684(NAD 83)
 PU1858
 PU1858                          SUPERSEDED SURVEY CONTROL
 PU1858
 PU1858  NGVD 29 (??/??/92)  899.48   (m)         2951.0    (f) COMPUTED    2 0
 PU1858
 PU1858.Superseded values are not recommended for survey control.
 PU1858
 PU1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1858.See file dsdata.pdf to determine how the superseded data were derived.
 PU1858
 PU1858_MARKER: Z = SEE DESCRIPTION
 PU1858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1858_SP_SET: CONCRETE PEDESTAL
 PU1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1858
 PU1858  HISTORY     - Date     Condition        Report By
 PU1858  HISTORY     - UNK      MONUMENTED       USAF
 PU1858  HISTORY     - 1963     GOOD             CGS
 PU1858
 PU1858                          STATION DESCRIPTION
 PU1858
 PU1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1858'18.2 MI NE FROM BELLE FOURCHE.
 PU1858'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1858'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 4.25 MILES EAST
 PU1858'ALONG A GRAVELED COUNTY ROAD, THENCE 0.2 MILE SOUTH ACROSS A
 PU1858'FIELD, NEAR THE CENTER OF A FIELD, ON THE TOP OF A FLAT BENCH,
 PU1858'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 PU1858'OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1857 ***********************************************************************
 PU1857  DESIGNATION -  N 9 B 2
 PU1857  PID         -  PU1857
 PU1857  STATE/COUNTY-  SD/BUTTE
 PU1857  COUNTRY     -  US
 PU1857  USGS QUAD   -  ARPAN (2017)
 PU1857
 PU1857                         *CURRENT SURVEY CONTROL
 PU1857  ______________________________________________________________________
 PU1857* NAD 83(1986) POSITION- 44 51 46.     (N) 103 43 50.     (W)   SCALED
 PU1857* NAVD 88 ORTHO HEIGHT -   899.337 (meters)     2950.57  (feet) ADJUSTED
 PU1857  ______________________________________________________________________
 PU1857  GEOID HEIGHT    -        -15.902 (meters)                     GEOID18
 PU1857  DYNAMIC HEIGHT  -        899.112 (meters)     2949.84  (feet) COMP
 PU1857  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 PU1857
 PU1857  VERT ORDER      -  SECOND    CLASS 0
 PU1857
 PU1857.The horizontal coordinates were scaled from a map and have
 PU1857.an estimated accuracy of +/- 6 seconds.
 PU1857
 PU1857.The orthometric height was determined by differential leveling and
 PU1857.adjusted by the NATIONAL GEODETIC SURVEY
 PU1857.in June 1991.
 PU1857
 PU1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1857.GEOID18 height accuracy estimate available here.
 PU1857
 PU1857.Click photographs - Photos may exist for this station.
 PU1857
 PU1857.The dynamic height is computed by dividing the NAVD 88
 PU1857.geopotential number by the normal gravity value computed on the
 PU1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1857.degrees latitude (g = 980.6199 gals.).
 PU1857
 PU1857.The modeled gravity was interpolated from observed gravity values.
 PU1857
 PU1857;                    North         East    Units  Estimated Accuracy
 PU1857;SPC SD N     -   121,190.      305,280.      MT  (+/- 180 meters Scaled)
 PU1857
 PU1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK002684(NAD 83)
 PU1857
 PU1857                          SUPERSEDED SURVEY CONTROL
 PU1857
 PU1857  NGVD 29 (??/??/92)  898.86   (m)         2949.0    (f) COMPUTED    2 0
 PU1857
 PU1857.Superseded values are not recommended for survey control.
 PU1857
 PU1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1857.See file dsdata.pdf to determine how the superseded data were derived.
 PU1857
 PU1857_MARKER: Z = SEE DESCRIPTION
 PU1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1857_SP_SET: CONCRETE PEDESTAL
 PU1857_STAMPING: N 9 B 2
 PU1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1857
 PU1857  HISTORY     - Date     Condition        Report By
 PU1857  HISTORY     - UNK      MONUMENTED       USAF
 PU1857  HISTORY     - 1963     GOOD             CGS
 PU1857
 PU1857                          STATION DESCRIPTION
 PU1857
 PU1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1857'17.9 MI NE FROM BELLE FOURCHE.
 PU1857'ABOUT 13.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1857'OF U.S. HIGHWAY 212 AT BELLE FOURCHE, THENCE 3.9 MILES EAST
 PU1857'ALONG A GRAVELED COUNTY ROAD, THENCE 0.2 MILE SOUTH ALONG A
 PU1857'GRAVELED COUNTY ROAD, 37 FEET EAST OF THE CENTERLINE OF THE
 PU1857'ROAD, 12 FEET SOUTHEAST ACROSS A FENCE FROM A POWER POLE, 4 FEET
 PU1857'EAST OF A NORTH-SOUTH FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PU1857'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1857'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0040 ***********************************************************************
 QR0040  DESIGNATION -  N 90
 QR0040  PID         -  QR0040
 QR0040  STATE/COUNTY-  SD/BROWN
 QR0040  COUNTRY     -  US
 QR0040  USGS QUAD   -  HOUGHTON (2017)
 QR0040
 QR0040                         *CURRENT SURVEY CONTROL
 QR0040  ______________________________________________________________________
 QR0040* NAD 83(1986) POSITION- 45 45 45.     (N) 098 12 49.     (W)   SCALED
 QR0040* NAVD 88 ORTHO HEIGHT -   397.041 (meters)     1302.63  (feet) ADJUSTED
 QR0040  ______________________________________________________________________
 QR0040  GEOID HEIGHT    -        -24.962 (meters)                     GEOID18
 QR0040  DYNAMIC HEIGHT  -        397.021 (meters)     1302.56  (feet) COMP
 QR0040  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 QR0040
 QR0040  VERT ORDER      -  SECOND    CLASS 0
 QR0040
 QR0040.The horizontal coordinates were scaled from a map and have
 QR0040.an estimated accuracy of +/- 6 seconds.
 QR0040
 QR0040.The orthometric height was determined by differential leveling and
 QR0040.adjusted by the NATIONAL GEODETIC SURVEY
 QR0040.in June 1991.
 QR0040
 QR0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0040.GEOID18 height accuracy estimate available here.
 QR0040
 QR0040.Click photographs - Photos may exist for this station.
 QR0040
 QR0040.The dynamic height is computed by dividing the NAVD 88
 QR0040.geopotential number by the normal gravity value computed on the
 QR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0040.degrees latitude (g = 980.6199 gals.).
 QR0040
 QR0040.The modeled gravity was interpolated from observed gravity values.
 QR0040
 QR0040;                    North         East    Units  Estimated Accuracy
 QR0040;SPC SD N     -   215,920.      738,960.      MT  (+/- 180 meters Scaled)
 QR0040
 QR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR611679(NAD 83)
 QR0040
 QR0040                          SUPERSEDED SURVEY CONTROL
 QR0040
 QR0040  NGVD 29 (??/??/92)  396.731  (m)         1301.61   (f) ADJ UNCH    2 0
 QR0040
 QR0040.Superseded values are not recommended for survey control.
 QR0040
 QR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0040.See file dsdata.pdf to determine how the superseded data were derived.
 QR0040
 QR0040_MARKER: DB = BENCH MARK DISK
 QR0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0040_SP_SET: BUILDING
 QR0040_STAMPING: N 90 1934
 QR0040_MARK LOGO: CGS
 QR0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0040
 QR0040  HISTORY     - Date     Condition        Report By
 QR0040  HISTORY     - 1934     MONUMENTED       CGS
 QR0040  HISTORY     - 1953     MARK NOT FOUND   CGS
 QR0040
 QR0040                          STATION DESCRIPTION
 QR0040
 QR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QR0040'AT HOUGHTON.
 QR0040'AT HOUGHTON, BROWN COUNTY, ON STATE HIGHWAY 10, AT THE NATIONAL
 QR0040'ATLAS ELEVATOR CO. ELEVATOR, IN THE SOUTHEAST CORNER OF THE
 QR0040'SCALE FOUNDATION, AND 8 INCHES SOUTH OF THE SOUTHWEST CORNER
 QR0040'OF THE BUILDING.  A STANDARD DISK, STAMPED N 90 1934.
 QR0040'NOTE-- ELEVATOR HAS BEEN DESTROYED BY FIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0343 ***********************************************************************
 QQ0343  DESIGNATION -  N 91
 QQ0343  PID         -  QQ0343
 QQ0343  STATE/COUNTY-  SD/MARSHALL
 QQ0343  COUNTRY     -  US
 QQ0343  USGS QUAD   -  LANGFORD (2017)
 QQ0343
 QQ0343                         *CURRENT SURVEY CONTROL
 QQ0343  ______________________________________________________________________
 QQ0343* NAD 83(1986) POSITION- 45 37 00.18   (N) 097 49 27.50   (W)   HD_HELD1
 QQ0343* NAVD 88 ORTHO HEIGHT -   414.139 (meters)     1358.72  (feet) ADJUSTED
 QQ0343  ______________________________________________________________________
 QQ0343  GEOID HEIGHT    -        -24.995 (meters)                     GEOID18
 QQ0343  DYNAMIC HEIGHT  -        414.118 (meters)     1358.65  (feet) COMP
 QQ0343  MODELED GRAVITY -    980,550.5   (mgal)                       NAVD 88
 QQ0343
 QQ0343  VERT ORDER      -  SECOND    CLASS 0
 QQ0343
 QQ0343.The horizontal coordinates were determined by differentially corrected
 QQ0343.hand held GPS observations or other comparable positioning techniques
 QQ0343.and have an estimated accuracy of +/- 3 meters.
 QQ0343
 QQ0343.The orthometric height was determined by differential leveling and
 QQ0343.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0343.in June 1991.
 QQ0343
 QQ0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0343.GEOID18 height accuracy estimate available here.
 QQ0343
 QQ0343.Click photographs - Photos may exist for this station.
 QQ0343
 QQ0343.The dynamic height is computed by dividing the NAVD 88
 QQ0343.geopotential number by the normal gravity value computed on the
 QQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0343.degrees latitude (g = 980.6199 gals.).
 QQ0343
 QQ0343.The modeled gravity was interpolated from observed gravity values.
 QQ0343
 QQ0343;                    North         East    Units  Estimated Accuracy
 QQ0343;SPC SD N     -   200,460.2     769,673.9     MT  (+/- 3 meters HH1 GPS) 
 QQ0343
 QQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9166352135(NAD 83)
 QQ0343
 QQ0343                          SUPERSEDED SURVEY CONTROL
 QQ0343
 QQ0343  NGVD 29 (??/??/92)  413.861  (m)         1357.81   (f) ADJ UNCH    2 0
 QQ0343
 QQ0343.Superseded values are not recommended for survey control.
 QQ0343
 QQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0343.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0343
 QQ0343_MARKER: DB = BENCH MARK DISK
 QQ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0343_STAMPING: N 91 1934
 QQ0343_MARK LOGO: CGS
 QQ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0343+STABILITY: SURFACE MOTION
 QQ0343
 QQ0343  HISTORY     - Date     Condition        Report By
 QQ0343  HISTORY     - 1934     MONUMENTED       CGS
 QQ0343
 QQ0343                          STATION DESCRIPTION
 QQ0343
 QQ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0343'1.2 MI N FROM LANGFORD.
 QQ0343'ABOUT 1.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0343'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT LANGFORD, MARSHALL
 QQ0343'COUNTY, ABOUT 10 POLES SOUTH OF MILEPOST 16, AT A PUBLIC-ROAD
 QQ0343'CROSSING, ABOUT 125 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 QQ0343'48 FEET EAST OF THE CENTER LINE OF THE TRACK, 2 FEET WEST OF
 QQ0343'THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 QQ0343'A STANDARD DISK, STAMPED N 91 1934 AND SET IN THE TOP OF A
 QQ0343'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0273 ***********************************************************************
 PR0273  DESIGNATION -  N 93
 PR0273  PID         -  PR0273
 PR0273  STATE/COUNTY-  SD/DEUEL
 PR0273  COUNTRY     -  US
 PR0273  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0273
 PR0273                         *CURRENT SURVEY CONTROL
 PR0273  ______________________________________________________________________
 PR0273* NAD 83(1986) POSITION- 44 49 14.     (N) 096 30 02.     (W)   SCALED
 PR0273* NAVD 88 ORTHO HEIGHT -   478.265 (meters)     1569.11  (feet) ADJUSTED
 PR0273  ______________________________________________________________________
 PR0273  GEOID HEIGHT    -        -25.546 (meters)                     GEOID18
 PR0273  DYNAMIC HEIGHT  -        478.205 (meters)     1568.91  (feet) COMP
 PR0273  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 PR0273
 PR0273  VERT ORDER      -  SECOND    CLASS 0
 PR0273
 PR0273.The horizontal coordinates were scaled from a map and have
 PR0273.an estimated accuracy of +/- 6 seconds.
 PR0273
 PR0273.The orthometric height was determined by differential leveling and
 PR0273.adjusted by the NATIONAL GEODETIC SURVEY
 PR0273.in June 1991.
 PR0273
 PR0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0273.GEOID18 height accuracy estimate available here.
 PR0273
 PR0273.Click photographs - Photos may exist for this station.
 PR0273
 PR0273.The dynamic height is computed by dividing the NAVD 88
 PR0273.geopotential number by the normal gravity value computed on the
 PR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0273.degrees latitude (g = 980.6199 gals.).
 PR0273
 PR0273.The modeled gravity was interpolated from observed gravity values.
 PR0273
 PR0273;                    North         East    Units  Estimated Accuracy
 PR0273;SPC SD N     -   115,680.      876,680.      MT  (+/- 180 meters Scaled)
 PR0273
 PR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ976660(NAD 83)
 PR0273
 PR0273                          SUPERSEDED SURVEY CONTROL
 PR0273
 PR0273  NGVD 29 (??/??/92)  478.035  (m)         1568.35   (f) ADJ UNCH    2 0
 PR0273
 PR0273.Superseded values are not recommended for survey control.
 PR0273
 PR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0273.See file dsdata.pdf to determine how the superseded data were derived.
 PR0273
 PR0273_MARKER: DB = BENCH MARK DISK
 PR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0273_STAMPING: N 93 1934
 PR0273_MARK LOGO: CGS
 PR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0273+STABILITY: SURFACE MOTION
 PR0273
 PR0273  HISTORY     - Date     Condition        Report By
 PR0273  HISTORY     - 1934     MONUMENTED       CGS
 PR0273  HISTORY     - 1938     GOOD             CGS
 PR0273
 PR0273                          STATION DESCRIPTION
 PR0273
 PR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0273'3 MI NW FROM GARY.
 PR0273'ABOUT 3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PR0273'RAILWAY FROM THE STATION AT GARY, DEUEL COUNTY, ABOUT 6 POLES
 PR0273'EAST OF MILEPOST 288, ABOUT 300 FEET EAST OF BRIDGE 748, ABOUT
 PR0273'155 FEET WEST OF A GRADE CROSSING, 39 FEET NORTH OF THE CENTER
 PR0273'LINE OF THE TRACK, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 PR0273'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0273'N 93 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0273
 PR0273                          STATION RECOVERY (1938)
 PR0273
 PR0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 PR0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0411 ***********************************************************************
 PR0411  DESIGNATION -  N 94
 PR0411  PID         -  PR0411
 PR0411  STATE/COUNTY-  SD/HAMLIN
 PR0411  COUNTRY     -  US
 PR0411  USGS QUAD   -  LAKE NORDEN (2017)
 PR0411
 PR0411                         *CURRENT SURVEY CONTROL
 PR0411  ______________________________________________________________________
 PR0411* NAD 83(1986) POSITION- 44 35 11.     (N) 097 10 30.     (W)   SCALED
 PR0411* NAVD 88 ORTHO HEIGHT -   504.343 (meters)     1654.67  (feet) ADJUSTED
 PR0411  ______________________________________________________________________
 PR0411  GEOID HEIGHT    -        -24.901 (meters)                     GEOID18
 PR0411  DYNAMIC HEIGHT  -        504.260 (meters)     1654.39  (feet) COMP
 PR0411  MODELED GRAVITY -    980,437.6   (mgal)                       NAVD 88
 PR0411
 PR0411  VERT ORDER      -  SECOND    CLASS 0
 PR0411
 PR0411.The horizontal coordinates were scaled from a map and have
 PR0411.an estimated accuracy of +/- 6 seconds.
 PR0411
 PR0411.The orthometric height was determined by differential leveling and
 PR0411.adjusted by the NATIONAL GEODETIC SURVEY
 PR0411.in June 1991.
 PR0411
 PR0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0411.GEOID18 height accuracy estimate available here.
 PR0411
 PR0411.Click photographs - Photos may exist for this station.
 PR0411
 PR0411.The dynamic height is computed by dividing the NAVD 88
 PR0411.geopotential number by the normal gravity value computed on the
 PR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0411.degrees latitude (g = 980.6199 gals.).
 PR0411
 PR0411.The modeled gravity was interpolated from observed gravity values.
 PR0411
 PR0411;                    North         East    Units  Estimated Accuracy
 PR0411;SPC SD N     -    87,600.      824,290.      MT  (+/- 180 meters Scaled)
 PR0411
 PR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ448386(NAD 83)
 PR0411
 PR0411                          SUPERSEDED SURVEY CONTROL
 PR0411
 PR0411  NGVD 29 (??/??/92)  504.070  (m)         1653.77   (f) ADJ UNCH    2 0
 PR0411
 PR0411.Superseded values are not recommended for survey control.
 PR0411
 PR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0411.See file dsdata.pdf to determine how the superseded data were derived.
 PR0411
 PR0411_MARKER: DB = BENCH MARK DISK
 PR0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0411_STAMPING: N 94 1934
 PR0411_MARK LOGO: CGS
 PR0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0411+STABILITY: SURFACE MOTION
 PR0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0411+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2006
 PR0411
 PR0411  HISTORY     - Date     Condition        Report By
 PR0411  HISTORY     - 1934     MONUMENTED       CGS
 PR0411  HISTORY     - 1968     GOOD             USGS
 PR0411  HISTORY     - 20061130 GOOD             INDIV
 PR0411
 PR0411                          STATION DESCRIPTION
 PR0411
 PR0411'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PR0411'2.4 MI NE FROM LAKE NORDEN.
 PR0411'THE MARK WAS APPARENTLY MOVED, A NEW DECRIPTION AS FOLLOWS-- LAKE
 PR0411'NORDEN, HAMLIN COUNTY, 0.5 MI. W. FROM THE RY. STATION AT, THENCE
 PR0411'1.9 MI. E. ALONG ST. HWY. 28, T. 113 N., R. 53 W., NEAR 1/4 COR.
 PR0411'BETWEEN SECS. 15 AND 22, 450 FT. SE OF A WHITE FARMHOUSE ON A
 PR0411'HILL S. OF THE HWY., ON THE OLD TORN DOWN HWY., 28.5 FT. N. OF
 PR0411'OLD HWY., 28.5 FT. S. OF A FENCE, 14.0 FT. SE OF A ONE-FOOT
 PR0411'CONC.-PIPE CULVERT UNDER AN OLD PRIVATE ROAD LEADING N., A C AND
 PR0411'GS DISK SET IN THE TOP OF A SQUARE CONC. POST PROJECTING 1.0 FT.
 PR0411'AND STAMPED N-94 1934.
 PR0411
 PR0411                          STATION RECOVERY (2006)
 PR0411
 PR0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TCS)
 PR0411'MARK IS GETTING INCREASINGLY MORE DIFFICULT TO LOCATE AS THE OLD HWY
 PR0411'AND PRIVATE ROAD CONTINUE TO LOOSE DEFINITION OVER THE YEARS. NOTE
 PR0411'DESCRIPTION CALLS OUT NEAR 1/4 COR, MARK IS INFACT NEAR THE EAST 1/16
 PR0411'LINE. ALSO 1.0' FEET NE OF A 1.0' DIA TREE. SITE NOT SUITABLE FOR GPS
 PR0411'OBSERVATIONS DUE TO TREE COVER
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0642 ***********************************************************************
 PS0642  DESIGNATION -  NANCE
 PS0642  PID         -  PS0642
 PS0642  STATE/COUNTY-  SD/BEADLE
 PS0642  COUNTRY     -  US
 PS0642  USGS QUAD   -  TULARE SW (2017)
 PS0642
 PS0642                         *CURRENT SURVEY CONTROL
 PS0642  ______________________________________________________________________
 PS0642* NAD 83(1996) POSITION- 44 33 41.49998(N) 098 39 56.64882(W)   ADJUSTED
 PS0642* NAVD 88 ORTHO HEIGHT -   422.    (meters)     1385.    (feet) SCALED
 PS0642  ______________________________________________________________________
 PS0642  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 PS0642  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 PS0642  HORZ ORDER      -  FIRST
 PS0642
 PS0642.The horizontal coordinates were established by classical geodetic methods
 PS0642.and adjusted by the National Geodetic Survey in January 1998.
 PS0642
 PS0642.The orthometric height was scaled from a topographic map.
 PS0642
 PS0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0642.GEOID18 height accuracy estimate available here.
 PS0642
 PS0642.Click photographs - Photos may exist for this station.
 PS0642
 PS0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0642
 PS0642. The following values were computed from the NAD 83(1996) position.
 PS0642
 PS0642;                    North         East     Units Scale Factor Converg.
 PS0642;SPC SD N     -    81,792.124   705,994.384   MT  0.99997540   +0 56 39.5
 PS0642;SPC SD N     -   268,346.33  2,316,249.91   sFT  0.99997540   +0 56 39.5
 PS0642;UTM  14      - 4,934,297.904   526,545.294   MT  0.99960867   +0 14 04.4
 PS0642
 PS0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0642!SPC SD N     -   0.99993767  x   0.99997540  =   0.99991308
 PS0642!UTM  14      -   0.99993767  x   0.99960867  =   0.99954637
 PS0642
 PS0642:                Primary Azimuth Mark                     Grid Az
 PS0642:SPC SD N     -  NANCE AZ MK                              088 40 13.9
 PS0642:UTM  14      -  NANCE AZ MK                              089 22 49.0
 PS0642
 PS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2654534297(NAD 83)
 PS0642
 PS0642|---------------------------------------------------------------------|
 PS0642| PID    Reference Object                     Distance      Geod. Az  |
 PS0642|                                                           dddmmss.s |
 PS0642| CO6476 NANCE AZ MK                                        0893653.4 |
 PS0642| CO6477 NANCE RM 1                           49.610 METERS 16155     |
 PS0642| PS0615 WESSINGTON MUNICIPAL TANK           APPROX.12.5 KM 1905900.8 |
 PS0642| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX.22.3 KM 2570140.3 |
 PS0642| PS0651 MILLER MUNICIPAL TANK               APPROX.26.3 KM 2591037.1 |
 PS0642| CO6478 NANCE RM 2                           71.850 METERS 28600     |
 PS0642| PS0644 BURDETTE GERMAN LUTH CH SPIRE       APPROX.14.6 KM 3533910.6 |
 PS0642|---------------------------------------------------------------------|
 PS0642
 PS0642                          SUPERSEDED SURVEY CONTROL
 PS0642
 PS0642  NAD 83(1986)-  44 33 41.49607(N)    098 39 56.65288(W) AD(       ) 1
 PS0642  NAD 27      -  44 33 41.56500(N)    098 39 55.30700(W) AD(       ) 1
 PS0642
 PS0642.Superseded values are not recommended for survey control.
 PS0642
 PS0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0642.See file dsdata.pdf to determine how the superseded data were derived.
 PS0642
 PS0642_MARKER: DS = TRIANGULATION STATION DISK
 PS0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0642_STAMPING: NANCE 1934
 PS0642_MARK LOGO: CGS
 PS0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0642+STABILITY: SURFACE MOTION
 PS0642
 PS0642  HISTORY     - Date     Condition        Report By
 PS0642  HISTORY     - 1934     MONUMENTED       CGS
 PS0642  HISTORY     - 1965     GOOD             USGS
 PS0642
 PS0642                          STATION DESCRIPTION
 PS0642
 PS0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0642'STATION IS LOCATED IN THE NE CORNER OF SEC. 32, T 113 N, R 65 W,
 PS0642'IN THE TOWNSHIP OF NANCE.  IT IS 45 FEET SW OF INTERSECTION OF
 PS0642'TWO ROADS, AND 14 FEET E OF FENCE CORNER.  MARK PROJECTS 6 INCHES
 PS0642'ABOVE THE GROUND.
 PS0642'
 PS0642'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0642'BRONZE DISKS SET IN CONCRETE.
 PS0642'
 PS0642'REFERENCE MARK NO. 1 IS 1 FOOT W OF N-S FENCE LINE, 21 FEET
 PS0642'E OF CENTER LINE OF N-S ROAD LEADING TO STATION, AND APPROXIMATELY
 PS0642'155 FEET S OF FENCE CORNER.
 PS0642'
 PS0642'REFERENCE MARK NO. 2 IS 1 FOOT S OF E-W FENCE LINE, 32 FEET
 PS0642'N OF CENTER LINE OF E-W GRAVEL ROAD, 210 FEET W OF FENCE CORNER
 PS0642'IN FENCE LINE.
 PS0642'
 PS0642'AZIMUTH MARK IS APPROXIMATELY 110 FEET SE OF SE CORNER OF
 PS0642'SCHOOLHOUSE, 30 FEET W OF SW CORNER OF FENCE LINE.  MARK IS 35
 PS0642'FEET N OF CENTER LINE OF ROAD.  TO REACH THE AZIMUTH MARK FROM
 PS0642'STATION, GO E FOR 1 MILE TO CROSSROADS, CONTINUE E FOR 60 YARDS
 PS0642'TO MARK ON LEFT (N) SIDE OF ROAD.
 PS0642'
 PS0642'TO REACH STATION FROM BONILLA (A SMALL TOWN ON U.S. HIGHWAY 281)
 PS0642'GO S FOR 2.5 MILES.  TURN RIGHT (W), GO 8.0 MILES TO DIRT ROAD
 PS0642'LEADING N.  TURN RIGHT (N), GO 1.0 MILE TO INTERSECTION OF N-S
 PS0642'ROAD AND E-W ROAD.
 PS0642'
 PS0642'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 PS0642
 PS0642                          STATION RECOVERY (1965)
 PS0642
 PS0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LBR)
 PS0642'STATION RECOVERED IN GOOD CONDITION.
 PS0642'
 PS0642'USC AND GS WITNESS POST ERECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0738 ***********************************************************************
 OS0738  DESIGNATION -  NANCY
 OS0738  PID         -  OS0738
 OS0738  STATE/COUNTY-  SD/JACKSON
 OS0738  COUNTRY     -  US
 OS0738  USGS QUAD   -  PASS CREEK NW (2017)
 OS0738
 OS0738                         *CURRENT SURVEY CONTROL
 OS0738  ______________________________________________________________________
 OS0738* NAD 83(1996) POSITION- 43 41 10.81276(N) 101 23 45.97919(W)   ADJUSTED
 OS0738* NAVD 88 ORTHO HEIGHT -   782.    (meters)     2566.    (feet) SCALED
 OS0738  ______________________________________________________________________
 OS0738  GEOID HEIGHT    -        -21.880 (meters)                     GEOID18
 OS0738  LAPLACE CORR    -         -9.82  (seconds)                    DEFLEC18
 OS0738  HORZ ORDER      -  FIRST
 OS0738
 OS0738.The horizontal coordinates were established by classical geodetic methods
 OS0738.and adjusted by the National Geodetic Survey in January 1998.
 OS0738
 OS0738.The orthometric height was scaled from a topographic map.
 OS0738
 OS0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0738.GEOID18 height accuracy estimate available here.
 OS0738
 OS0738.Click photographs - Photos may exist for this station.
 OS0738
 OS0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0738
 OS0738. The following values were computed from the NAD 83(1996) position.
 OS0738
 OS0738;                    North         East     Units Scale Factor Converg.
 OS0738;SPC SD S     -   150,855.174   514,321.580   MT  0.99990757   -0 43 59.4
 OS0738;SPC SD S     -   494,930.68  1,687,403.38   sFT  0.99990757   -0 43 59.4
 OS0738;UTM  14      - 4,839,825.907   306,882.558   MT  1.00005874   -1 39 19.9
 OS0738
 OS0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0738!SPC SD S     -   0.99988075  x   0.99990757  =   0.99978833
 OS0738!UTM  14      -   0.99988075  x   1.00005874  =   0.99993948
 OS0738
 OS0738:                Primary Azimuth Mark                     Grid Az
 OS0738:SPC SD S     -  NANCY AZ MK                              323 53 18.0
 OS0738:UTM  14      -  NANCY AZ MK                              324 48 38.5
 OS0738
 OS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0688239825(NAD 83)
 OS0738
 OS0738|---------------------------------------------------------------------|
 OS0738| PID    Reference Object                     Distance      Geod. Az  |
 OS0738|                                                           dddmmss.s |
 OS0738| CQ3576 NANCY RM 1                           11.509 METERS 14331     |
 OS0738| CQ3577 NANCY RM 2                           11.438 METERS 23004     |
 OS0738| CQ3575 NANCY AZ MK                                        3230918.6 |
 OS0738| OS0770 KADOKA MUNICIPAL TANK               APPROX.18.8 KM 3305636.2 |
 OS0738|---------------------------------------------------------------------|
 OS0738
 OS0738                          SUPERSEDED SURVEY CONTROL
 OS0738
 OS0738  NAD 83(1995)-  43 41 10.80624(N)    101 23 45.98316(W) AD(       ) 1
 OS0738  NAD 83(1986)-  43 41 10.80703(N)    101 23 45.98364(W) AD(       ) 1
 OS0738  NAD 27      -  43 41 10.81630(N)    101 23 44.46740(W) AD(       ) 1
 OS0738
 OS0738.Superseded values are not recommended for survey control.
 OS0738
 OS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0738.See file dsdata.pdf to determine how the superseded data were derived.
 OS0738
 OS0738_MARKER: DS = TRIANGULATION STATION DISK
 OS0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0738_STAMPING: NANCY 1936
 OS0738_MARK LOGO: CGS
 OS0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0738+STABILITY: SURFACE MOTION
 OS0738
 OS0738  HISTORY     - Date     Condition        Report By
 OS0738  HISTORY     - 1936     MONUMENTED       CGS
 OS0738  HISTORY     - 1961     GOOD             CGS
 OS0738
 OS0738                          STATION DESCRIPTION
 OS0738
 OS0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0738'STATION IS 12 MILES AIRLINE, AND 16.8 MILES BY ROAD SOUTH-SOUTHEAST
 OS0738'OF KADOKA, ON WEST RIM OF REDSTONE BASIN, AT HEAD OF NANCY HANKS
 OS0738'CREEK, AT HIGHEST POINT OF PASTURE FIELD, 20 FEET SOUTHWEST OF
 OS0738'BRINK OF BLUFF OF REDSTONE BASIN.  THE MARK PROJECTS 6 INCHES.
 OS0738'
 OS0738'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.  THE MARK PROJECTS
 OS0738'5 INCHES.
 OS0738'
 OS0738'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  THE MARK
 OS0738'PROJECTS 3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 OS0738'51.56 FEET.
 OS0738'
 OS0738'THE AZIMUTH MARK IS NORTHWEST OF STATION IN PASTURE FIELD, AT
 OS0738'NORTH SIDE OF CATTLE TRAIL.  THE MARK PROJECTS 8 INCHES.
 OS0738'
 OS0738'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 16 AND STATE
 OS0738'HIGHWAY 73, 0.5 MILE WEST OF KADOKA, GO SOUTH ON STATE 73 FOR
 OS0738'6.7 MILES TO THE WEST END OF BRIDGE (ROAD LEADS WEST HERE)
 OS0738'CROSSING WHITE RIVER.  AT THE WEST END OF THE BRIDGE TURN SOUTH
 OS0738'ON LOCAL ROAD AND GO SOUTH AND EAST FOR 1.15 MILES TO FORKS AT
 OS0738'WELLS HOUSE, TAKE LEFT FORK AND GO 2.3 MILES TO FORKS JUST AFTER
 OS0738'CROSSING PASS CREEK, TAKE LEFT FORK AND GO 0.4 MILE TO HOUSE ON
 OS0738'NORTH SIDE OF ROAD.  PASS THROUGH YARD AND BEAR SOUTHEAST
 OS0738'ACROSS PASTURE ON DIM ROAD FOR 0.7 MILE TO GATE.  PASS THROUGH
 OS0738'GATE AND GO 1.15 MILES TO FORKS, TAKE LEFT FORK AND GO 0.1 MILE
 OS0738'TO ANOTHER FORKS, TAKE LEFT FORK AND GO 1.1 MILES TO CROSSROADS
 OS0738'(300 YARDS WEST OF SMALL WHITE HOUSE).  GO SOUTH (RIGHT) FOR
 OS0738'1.2 MILES TO FORKS, TAKE LEFT FORK AND GO 0.2 MILE TO GATE,
 OS0738'PASS THROUGH GATE AND GO 1.1 MILE.  HERE LEAVE ROAD AND BEAR
 OS0738'SOUTHEAST TOWARD BRINK OF REDSTONE BASIN, AT HIGHEST POINT OF
 OS0738'PASTURE AND STATION.
 OS0738'
 OS0738'SIGNALS SHOWN FROM THE GROUND AT PASS, KODAK, WETA, DOKA, DUMP,
 OS0738'VIDER, UTTER, AND CEDAR BUTTE ARE VISIBLE FROM THE GROUND AT THIS
 OS0738'STATION.
 OS0738'
 OS0738'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0738'BRONZE DISKS SET IN CONCRETE.
 OS0738
 OS0738                          STATION RECOVERY (1961)
 OS0738
 OS0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0738'THE STATION WAS RECOVERED USING RECONNAISSANCE DESCRIPTION WITH
 OS0738'ALL MARKS APPARENTLY UNDISTURBED IN GOOD CONDITION.  DIFFERENCES
 OS0738'IN DISTANCE TO REFERENCE MARKS WERE DOUBLE CHECKED IN THE FIELD
 OS0738'AND WERE PROBABLY CAUSED BY STRONG WINDS AT THE TIME OF
 OS0738'OCCUPATION.  A NEW ROUTE WAS USED TO REACH THE STATION SO A
 OS0738'COMPLETE DESCRIPTION FOLLOWS--
 OS0738'
 OS0738'LOCATED, AIRLINE, ABOUT 11-1/4 MILES SOUTH-SOUTHEAST OF KADOKA, AND
 OS0738'11-1/4 MILES SOUTH-SOUTHWEST OF BELVIDERE ON THE PINE RIDGE INDIAN
 OS0738'RESERVATION BETWEEN PASS CREEK AND REDSTONE CREEK ON THE EAST
 OS0738'EDGE OF A HIGH, ERODED, BLUFF OVERLOOKING REDSTONE BASIN TO
 OS0738'THE EAST AND SOUTH.
 OS0738'
 OS0738'TO REACH FROM THE POST OFFICE IN KADOKA GO NORTH ON THE MAIN
 OS0738'STREET 0.2 MILE TO A CROSS STREET.  TURN LEFT AND GO WEST 0.6
 OS0738'MILE TO THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY 73.
 OS0738'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 73 FOR 6.1 MILES TO THE
 OS0738'WHITE RIVER BRIDGE.  CONTINUE 1.0 MILE TO SIDE ROAD LEFT AT TOP
 OS0738'OF HILL.  TURN LEFT ACROSS CATTLE GUARD AND GO SOUTHEAST 0.8
 OS0738'MILE TO FORK.  TAKE LEFT FORK AND GO DOWNHILL 0.5 MILE TO FORK
 OS0738'AT RANCH HOUSE.  CONTINUE EAST IN THE VALLEY 2.1 MILES TO
 OS0738'FORK.  TAKE LEFT FORK AND CONTINUE UPHILL 0.7 MILE TO
 OS0738'QUONSET BARN ON LEFT.  CONTINUE SOUTHEAST 1.9 MILES TO FORK.
 OS0738'TAKE RIGHT FORK 1.3 MILES TO FORK.  TAKE LEFT FORK AND GO 0.8
 OS0738'MILE TO OIL STORAGE TANK AND GATE.  CONTINUE 0.1 MILE TO
 OS0738'FORK.  TAKE RIGHT FORK AND GO 0.6 MILE TO GATE.  PASS THROUGH
 OS0738'GATE AND CONTINUE 0.7 MILE TO RANCH HOUSE.  TURN LEFT AND GO
 OS0738'PAST THE HOUSE 0.1 MILE SOUTH TO FORK.  TAKE THE RIGHT FORK
 OS0738'AND GO 0.1 MILE TO FORK.  TAKE THE LEFT FORK AND FOLLOW
 OS0738'TRACK ROAD SOUTH 1.1 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE
 OS0738'SOUTH 0.4 MILE UNTIL WEST OF HILL.  TURN LEFT AND GO EAST
 OS0738'0.6 MILE TO TOP OF HILL AND STATION.
 OS0738'
 OS0738'THE STATION MARK, A STANDARD DISK STAMPED NANCY 1936 SET IN
 OS0738'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 OS0738'ABOVE GROUND, IS ABOUT 12 FEET WEST OF THE TOP OF THE BLUFF.
 OS0738'
 OS0738'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED NANCY NO 1
 OS0738'1936 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 OS0738'PROJECTING 2 INCHES ABOVE GROUND, IS ABOUT 14 FEET WEST OF THE
 OS0738'TOP OF THE BLUFF AT THE SAME ELEVATION AS THE STATION.
 OS0738'
 OS0738'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED NANCY NO 2
 OS0738'1936 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 OS0738'PROJECTING 3 INCHES ABOVE GROUND, IS ABOUT 2-1/2 FEET LOWER THAN
 OS0738'THE STATION.
 OS0738'
 OS0738'THE AZIMUTH MARK, A STANDARD DISK STAMPED NANCY 1961 SET IN THE
 OS0738'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 10 INCHES
 OS0738'ABOVE GROUND, IS 1.0 FOOT SOUTH OF A METAL WITNESS SIGN AND
 OS0738'ABOUT 0.05 MILE EAST OF THE TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0919 ***********************************************************************
 PR0919  DESIGNATION -  NAPLES
 PR0919  PID         -  PR0919
 PR0919  STATE/COUNTY-  SD/CLARK
 PR0919  COUNTRY     -  US
 PR0919  USGS QUAD   -  NAPLES (2017)
 PR0919
 PR0919                         *CURRENT SURVEY CONTROL
 PR0919  ______________________________________________________________________
 PR0919* NAD 83(1996) POSITION- 44 45 30.93773(N) 097 31 56.34885(W)   ADJUSTED
 PR0919* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 PR0919  ______________________________________________________________________
 PR0919  GEOID HEIGHT    -        -24.727 (meters)                     GEOID18
 PR0919  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 PR0919  HORZ ORDER      -  FIRST
 PR0919
 PR0919.The horizontal coordinates were established by classical geodetic methods
 PR0919.and adjusted by the National Geodetic Survey in January 1998.
 PR0919
 PR0919.The orthometric height was scaled from a topographic map.
 PR0919
 PR0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0919.GEOID18 height accuracy estimate available here.
 PR0919
 PR0919.Click photographs - Photos may exist for this station.
 PR0919
 PR0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0919
 PR0919. The following values were computed from the NAD 83(1996) position.
 PR0919
 PR0919;                    North         East     Units Scale Factor Converg.
 PR0919;SPC SD N     -   105,794.262   795,344.501   MT  0.99995208   +1 44 47.3
 PR0919;SPC SD N     -   347,093.34  2,609,392.75   sFT  0.99995208   +1 44 47.3
 PR0919;UTM  14      - 4,957,181.493   616,160.539   MT  0.99976593   +1 02 00.7
 PR0919
 PR0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0919!SPC SD N     -   0.99991980  x   0.99995208  =   0.99987188
 PR0919!UTM  14      -   0.99991980  x   0.99976593  =   0.99968575
 PR0919
 PR0919:                Primary Azimuth Mark                     Grid Az
 PR0919:SPC SD N     -  NAPLES AZ MK                             035 02 37.0
 PR0919:UTM  14      -  NAPLES AZ MK                             035 45 23.6
 PR0919
 PR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1616057181(NAD 83)
 PR0919
 PR0919|---------------------------------------------------------------------|
 PR0919| PID    Reference Object                     Distance      Geod. Az  |
 PR0919|                                                           dddmmss.s |
 PR0919| PR0857 HENRY PUBLIC SCHOOL CUPOLA          APPROX.14.2 KM 0211518.5 |
 PR0919| PR0856 HENRY ST HENRYS CATH CH SPIRE       APPROX.14.2 KM 0223854.7 |
 PR0919| CO6479 NAPLES AZ MK                                       0364724.3 |
 PR0919| CO6480 NAPLES RM 1                          32.888 METERS 03834     |
 PR0919| PR0855 OUR SAVIORS LUTH CH SPIRE           APPROX. 7.6 KM 0482420.6 |
 PR0919| CO6481 NAPLES RM 2                          27.243 METERS 13203     |
 PR0919| PR0924 VIENNA CATHOLIC CHURCH SPIRE        APPROX. 6.6 KM 1600008.1 |
 PR0919| PR0853 BRYANT MUNICIPAL TANK               APPROX.19.5 KM 1642250.3 |
 PR0919| PR0925 WILLOW LAKE CHURCH SPIRE            APPROX. 8.4 KM 2023343.7 |
 PR0919| PR0926 GOOD HOPE CHURCH SPIRE              APPROX. 8.4 KM 2610349.3 |
 PR0919| PR0922 CLARK COUNTY OLD COURTHOUSE         APPROX.21.2 KM 3094307.8 |
 PR0919| PR0916 GARDEN CITY METH CH SPIRE           APPROX.22.5 KM 3500554.9 |
 PR0919|---------------------------------------------------------------------|
 PR0919
 PR0919                          SUPERSEDED SURVEY CONTROL
 PR0919
 PR0919  NAD 83(1986)-  44 45 30.93462(N)    097 31 56.33412(W) AD(       ) 1
 PR0919  NAD 27      -  44 45 31.05700(N)    097 31 55.03400(W) AD(       ) 1
 PR0919
 PR0919.Superseded values are not recommended for survey control.
 PR0919
 PR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0919.See file dsdata.pdf to determine how the superseded data were derived.
 PR0919
 PR0919_MARKER: DS = TRIANGULATION STATION DISK
 PR0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0919_STAMPING: NAPLES 1935
 PR0919_MARK LOGO: CGS
 PR0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0919+STABILITY: SURFACE MOTION
 PR0919
 PR0919  HISTORY     - Date     Condition        Report By
 PR0919  HISTORY     - 1935     MONUMENTED       CGS
 PR0919
 PR0919                          STATION DESCRIPTION
 PR0919
 PR0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0919'THIS STATION IS ABOUT 1 MILE S AND 1 MILE W OF NAPLES AND
 PR0919'0.15 MILE S OF THE NE CORNER OF SEC. 22, T 115 N, R 58 W, ON
 PR0919'LAND OWNED BY WALTER POMERY.  THE MARK IS SET IN THE SE
 PR0919'CORNER OF A CULTIVATED FIELD, 5 FEET N OF AN E-W FENCE LINE,
 PR0919'1 FOOT W OF N-S FENCE LINE, WHICH IS THE W RIGHT-OF-WAY
 PR0919'FENCE OF A N-S ROAD.  THE MARK IS 35 FEET W OF THE CENTER
 PR0919'LINE OF THIS ROAD.
 PR0919'
 PR0919'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0919'BRONZE DISKS SET IN CONCRETE.
 PR0919'
 PR0919'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE W EDGE OF
 PR0919'A CULTIVATED FIELD, 1 FOOT E OF THE E RIGHT-OF-WAY FENCE
 PR0919'LINE OF ROAD, 35 FEET E OF THE CENTER LINE OF THE SAME ROAD
 PR0919'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS SE OF THE
 PR0919'STATION ON THE W EDGE OF A CULTIVATED FIELD, 1 FOOT E OF THE
 PR0919'E RIGHT-OF-WAY FENCE LINE OF ROAD, 35 FEET E OF THE CENTER
 PR0919'LINE OF THE SAME ROAD AND PROJECTS 6 INCHES.
 PR0919'
 PR0919'THE AZIMUTH MARK IS NE OF THE STATION ON THE N EDGE OF
 PR0919'A CULTIVATED FIELD, 1 FOOT S OF THE S RIGHT-OF-WAY FENCE LINE
 PR0919'OF AN E-W ROAD, 26 FEET S OF THE CENTER LINE OF THE SAME
 PR0919'ROAD AND PROJECTS 8 INCHES.
 PR0919'
 PR0919'THE STATION IS REACHED BY GOING S ON GRAVEL ROAD ON E SIDE
 PR0919'OF NAPLES FOR ABOUT 0.25 MILE AND TURN RIGHT (W) AT GRAVEL
 PR0919'CROSSROADS.  A CEMETERY IS AT THE NE CORNER OF THIS INTERSECTION.
 PR0919'PROCEED W 1.0 MILE AND TURN S AT CROSSROADS AND CONTINUE S
 PR0919'0.15 MILE TO STATION ON RIGHT.
 PR0919'
 PR0919'LIGHTS 87 FEET ABOVE STATION HENRY, 74 FEET ABOVE STATION
 PR0919'KAMPESKA, 74 FEET ABOVE STATION DARLINGTON, AND 74 FEET
 PR0919'ABOVE STATION CLARK ARE VISIBLE FROM THE GROUND.
 PR0919'
 PR0919'A LIGHT 100 FEET ABOVE STATION HAZEL COMES INTO VIEW 30 FEET
 PR0919'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0833 ***********************************************************************
 QS0833  DESIGNATION -  NARROW
 QS0833  PID         -  QS0833
 QS0833  STATE/COUNTY-  SD/CORSON
 QS0833  COUNTRY     -  US
 QS0833  USGS QUAD   -  MCLAUGHLIN SW (2017)
 QS0833
 QS0833                         *CURRENT SURVEY CONTROL
 QS0833  ______________________________________________________________________
 QS0833* NAD 83(1996) POSITION- 45 47 50.48104(N) 100 59 48.25178(W)   ADJUSTED
 QS0833* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 QS0833  ______________________________________________________________________
 QS0833  GEOID HEIGHT    -        -20.983 (meters)                     GEOID18
 QS0833  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 QS0833  HORZ ORDER      -  THIRD
 QS0833
 QS0833.The horizontal coordinates were established by classical geodetic methods
 QS0833.and adjusted by the National Geodetic Survey in January 1998.
 QS0833
 QS0833.The orthometric height was scaled from a topographic map.
 QS0833
 QS0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0833.GEOID18 height accuracy estimate available here.
 QS0833
 QS0833.Click photographs - Photos may exist for this station.
 QS0833
 QS0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0833
 QS0833. The following values were computed from the NAD 83(1996) position.
 QS0833
 QS0833;                    North         East     Units Scale Factor Converg.
 QS0833;SPC SD N     -   218,734.433   522,508.214   MT  1.00002401   -0 42 19.5
 QS0833;SPC SD N     -   717,631.22  1,714,262.37   sFT  1.00002401   -0 42 19.5
 QS0833;UTM  14      - 5,073,471.486   344,825.443   MT  0.99989603   -1 25 54.1
 QS0833
 QS0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0833!SPC SD N     -   0.99990290  x   1.00002401  =   0.99992690
 QS0833!UTM  14      -   0.99990290  x   0.99989603  =   0.99979894
 QS0833
 QS0833:                Primary Azimuth Mark                     Grid Az
 QS0833:SPC SD N     -  TT 4 WWF                                 182 41 19.8
 QS0833:UTM  14      -  TT 4 WWF                                 183 24 54.4
 QS0833
 QS0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4482573471(NAD 83)
 QS0833
 QS0833|---------------------------------------------------------------------|
 QS0833| PID    Reference Object                     Distance      Geod. Az  |
 QS0833|                                                           dddmmss.s |
 QS0833| CO6483 NARROW RM 1                           7.653 METERS 03901     |
 QS0833| CO6484 NARROW RM 2                          10.581 METERS 14104     |
 QS0833| CO6293 TT 4 WWF                                           1815900.3 |
 QS0833|---------------------------------------------------------------------|
 QS0833
 QS0833                          SUPERSEDED SURVEY CONTROL
 QS0833
 QS0833  NAD 83(1986)-  45 47 50.47240(N)    100 59 48.24783(W) AD(       ) 3
 QS0833  NAD 27      -  45 47 50.49300(N)    100 59 46.74800(W) AD(       ) 3
 QS0833
 QS0833.Superseded values are not recommended for survey control.
 QS0833
 QS0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0833.See file dsdata.pdf to determine how the superseded data were derived.
 QS0833
 QS0833_MARKER: DS = TRIANGULATION STATION DISK
 QS0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0833_STAMPING: NARROW 1952
 QS0833_MARK LOGO: CGS
 QS0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0833+STABILITY: SURFACE MOTION
 QS0833
 QS0833  HISTORY     - Date     Condition        Report By
 QS0833  HISTORY     - 1952     MONUMENTED       CGS
 QS0833
 QS0833                          STATION DESCRIPTION
 QS0833
 QS0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0833'THE STATION IS IN SECTION 11, T 21 N, R 25 E, ABOUT 9 MILES
 QS0833'WEST AND 1-1/4 MILES SOUTH OF MC LAUGHLIN, 0.05 MILE NORTH
 QS0833'OF A WIRE FENCE AND 8 FEET EAST OF A 4 X 4 INCH WITNESS
 QS0833'POST.
 QS0833'
 QS0833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0833'STATE HIGHWAY 63 AT THE NORTH EDGE OF MC LAUGHLIN, GO NORTHWEST
 QS0833'ON U.S. HIGHWAY 12 FOR 9.45 MILES TO A CROSS ROAD, TURN LEFT,
 QS0833'SOUTH, AND GO 6 MILES ON THE MAIN GRADED DIRT ROAD TO A POINT
 QS0833'WHERE THE MAIN ROAD TURNS RIGHT, TURN RIGHT AND GO WEST FOR
 QS0833'1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD AND
 QS0833'GO 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 QS0833'CONTINUE NORTH ON TRACK ROAD FOR 0.4 MILE TO A POINT WHERE THE
 QS0833'TRACK ROAD TURNS LEFT, BEAR NORTHEAST, LEAVING TRACK ROAD,
 QS0833'FOR 0.1 MILE TO TOP OF RIDGE AND THE STATION.
 QS0833'
 QS0833'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED NARROW
 QS0833'1952.
 QS0833'
 QS0833'REFERENCE MARK 1 IS 27 FEET NORTH-NORTHEAST OF A 4 X 4 INCH
 QS0833'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QS0833'STAMPED NARROW NO 1 1952.
 QS0833'
 QS0833'REFERENCE MARK 2 IS 40 FEET EAST-SOUTHEAST OF A 4 X 4 INCH
 QS0833'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QS0833'STAMPED NARROW NO 2 1952.
 QS0833'
 QS0833'THE AZIMUTH MARK IS A STANDARD USGS BENCH MARK DISK SET IN
 QS0833'THE TOP OF A 6 INCH CONCRETE CYLINDER, IT IS 60 FEET EAST OF
 QS0833'THE CENTER OF THE TRACK ROAD, 2 FEET NORTH OF A 4 X 4 INCH
 QS0833'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 QS0833'5 INCHES AND THE DISK IS STAMPED 4 WWF 1950 TT.
 QS0833'
 QS0833'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1004 ***********************************************************************
 PT1004  DESIGNATION -  NARSELLES RESET
 PT1004  PID         -  PT1004
 PT1004  STATE/COUNTY-  SD/STANLEY
 PT1004  COUNTRY     -  US
 PT1004  USGS QUAD   -  ROUSSEAU (2017)
 PT1004
 PT1004                         *CURRENT SURVEY CONTROL
 PT1004  ______________________________________________________________________
 PT1004* NAD 83(1996) POSITION- 44 17 18.44392(N) 100 07 22.64416(W)   ADJUSTED
 PT1004* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PT1004  ______________________________________________________________________
 PT1004  GEOID HEIGHT    -        -23.779 (meters)                     GEOID18
 PT1004  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 PT1004  HORZ ORDER      -  SECOND
 PT1004
 PT1004.The horizontal coordinates were established by classical geodetic methods
 PT1004.and adjusted by the National Geodetic Survey in January 1998.
 PT1004
 PT1004.The orthometric height was scaled from a topographic map.
 PT1004
 PT1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1004.GEOID18 height accuracy estimate available here.
 PT1004
 PT1004.Click photographs - Photos may exist for this station.
 PT1004
 PT1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1004
 PT1004. The following values were computed from the NAD 83(1996) position.
 PT1004
 PT1004;                    North         East     Units Scale Factor Converg.
 PT1004;SPC SD S     -   217,226.455   616,791.110   MT  0.99997527   +0 08 42.5
 PT1004;SPC SD S     -   712,683.79  2,023,588.83   sFT  0.99997527   +0 08 42.5
 PT1004;UTM  14      - 4,904,525.017   410,405.133   MT  0.99969872   -0 47 03.0
 PT1004
 PT1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1004!SPC SD S     -   0.99991525  x   0.99997527  =   0.99989052
 PT1004!UTM  14      -   0.99991525  x   0.99969872  =   0.99961399
 PT1004
 PT1004:                Primary Azimuth Mark                     Grid Az
 PT1004:SPC SD S     -  FARM ISLAND                              283 14 19.1
 PT1004:UTM  14      -  FARM ISLAND                              284 10 04.6
 PT1004
 PT1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1040504525(NAD 83)
 PT1004
 PT1004|---------------------------------------------------------------------|
 PT1004| PID    Reference Object                     Distance      Geod. Az  |
 PT1004|                                                           dddmmss.s |
 PT1004| CO6485 NARSELLES RM 1                        9.693 METERS 04513     |
 PT1004| CO6486 NARSELLES RM 2                       12.902 METERS 12136     |
 PT1004| AH5320 NARSELLES AZ MK                                    2785546.8 |
 PT1004| PT1006 FARM ISLAND                         APPROX. 9.2 KM 2832301.6 |
 PT1004|---------------------------------------------------------------------|
 PT1004
 PT1004                          SUPERSEDED SURVEY CONTROL
 PT1004
 PT1004  NAD 83(1986)-  44 17 18.44052(N)    100 07 22.64910(W) AD(       ) 2
 PT1004  NAD 27      -  44 17 18.50100(N)    100 07 21.19300(W) AD(       ) 2
 PT1004  MORC        -  44 17 15.80000(N)    100 07 21.06000(W) AD(       ) 3
 PT1004
 PT1004.Superseded values are not recommended for survey control.
 PT1004
 PT1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1004.See file dsdata.pdf to determine how the superseded data were derived.
 PT1004
 PT1004_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1004_STAMPING: NARSELLES MORC 1948 1985
 PT1004_MARK LOGO: NGS
 PT1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1004+STABILITY: SURFACE MOTION
 PT1004
 PT1004  HISTORY     - Date     Condition        Report By
 PT1004  HISTORY     - 1985     MONUMENTED       NGS
 PT1004
 PT1004                          STATION DESCRIPTION
 PT1004
 PT1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 PT1004'THE SURFACE STATION MARK WAS RECOVERED DESTROYED AND THE PERIPHERAL
 PT1004'MARKS WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1980
 PT1004'DESCRIPTIVE TEXT.  THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE
 PT1004'MARK SET AT THIS TIME.  DIRECTIONS AND DISTANCES TO THE PERIPHERAL
 PT1004'MARKS AGREED WITH THE 1980 DATA AND THE DESCRIPTIVE TEXT IS ADEQUATE,
 PT1004'WITH THE FOLLOWING STATION MARK INFORMATION.  THE STATION MARK IS A
 PT1004'STANDARD NGS DISK STAMPED NARSELLES MORC 1948 1985, SET INTO THE TOP
 PT1004'OF A 30 CM (12 INCH) CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 PT1004'SURFACE.  THE UNDERGROUND STATION MARK IS A STANDARD NGS DISK STAMPED
 PT1004'NARSELLES MORC 1948 1985, SET INTO IRREGULAR MASS OF CONCRETE ABOUT 1
 PT1004'METER (3.3 FT) BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0455 ***********************************************************************
 QT0455  DESIGNATION -  NASTY
 QT0455  PID         -  QT0455
 QT0455  STATE/COUNTY-  SD/PERKINS
 QT0455  COUNTRY     -  US
 QT0455  USGS QUAD   -  LITTLE NASTY CREEK (2017)
 QT0455
 QT0455                         *CURRENT SURVEY CONTROL
 QT0455  ______________________________________________________________________
 QT0455* NAD 83(1996) POSITION- 45 43 41.57812(N) 102 43 26.15273(W)   ADJUSTED
 QT0455* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 QT0455  ______________________________________________________________________
 QT0455  GEOID HEIGHT    -        -17.500 (meters)                     GEOID18
 QT0455  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 QT0455  HORZ ORDER      -  THIRD
 QT0455
 QT0455.The horizontal coordinates were established by classical geodetic methods
 QT0455.and adjusted by the National Geodetic Survey in January 1998.
 QT0455
 QT0455.The orthometric height was scaled from a topographic map.
 QT0455
 QT0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0455.GEOID18 height accuracy estimate available here.
 QT0455
 QT0455.Click photographs - Photos may exist for this station.
 QT0455
 QT0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0455
 QT0455. The following values were computed from the NAD 83(1996) position.
 QT0455
 QT0455;                    North         East     Units Scale Factor Converg.
 QT0455;SPC SD N     -   214,139.483   388,002.684   MT  1.00000897   -1 55 40.2
 QT0455;SPC SD N     -   702,555.95  1,272,972.14   sFT  1.00000897   -1 55 40.2
 QT0455;UTM  13      - 5,066,370.594   677,101.046   MT  0.99998562   +1 37 48.6
 QT0455
 QT0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0455!SPC SD N     -   0.99986896  x   1.00000897  =   0.99987793
 QT0455!UTM  13      -   0.99986896  x   0.99998562  =   0.99985458
 QT0455
 QT0455:                Primary Azimuth Mark                     Grid Az
 QT0455:SPC SD N     -  NASTY AZ MK                              183 52 13.0
 QT0455:UTM  13      -  NASTY AZ MK                              180 18 44.2
 QT0455
 QT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7710166370(NAD 83)
 QT0455
 QT0455|---------------------------------------------------------------------|
 QT0455| PID    Reference Object                     Distance      Geod. Az  |
 QT0455|                                                           dddmmss.s |
 QT0455| CQ8656 NASTY RM 1                            9.418 METERS 17648     |
 QT0455| CQ8655 NASTY AZ MK                                        1815632.8 |
 QT0455| CQ8657 NASTY RM 2                           17.937 METERS 26830     |
 QT0455|---------------------------------------------------------------------|
 QT0455
 QT0455                          SUPERSEDED SURVEY CONTROL
 QT0455
 QT0455  NAD 83(1993)-  45 43 41.56762(N)    102 43 26.15167(W) AD(       ) 3
 QT0455  NAD 83(1986)-  45 43 41.56769(N)    102 43 26.15102(W) AD(       ) 3
 QT0455  NAD 27      -  45 43 41.57900(N)    102 43 24.60700(W) AD(       ) 3
 QT0455
 QT0455.Superseded values are not recommended for survey control.
 QT0455
 QT0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0455.See file dsdata.pdf to determine how the superseded data were derived.
 QT0455
 QT0455_MARKER: DS = TRIANGULATION STATION DISK
 QT0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0455_STAMPING: NASTY 1952
 QT0455_MARK LOGO: CGS
 QT0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0455+STABILITY: SURFACE MOTION
 QT0455
 QT0455  HISTORY     - Date     Condition        Report By
 QT0455  HISTORY     - 1952     MONUMENTED       CGS
 QT0455
 QT0455                          STATION DESCRIPTION
 QT0455
 QT0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0455'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LODGEPOLE,
 QT0455'IN THE NORTHWEST 1/4 OF SECTION 1, T 20 N, R 11 E, 0.05 MILE
 QT0455'NORTH OF THE ENTRANCE TO A FARMHOUSE, 30 FEET EAST OF THE
 QT0455'CENTER OF A DIRT ROAD, 5 FEET SOUTH-SOUTHWEST OF A 4 IN X 4 IN
 QT0455'WITNESS POST, AND 3 FEET WEST OF A WIRE FENCE.
 QT0455'
 QT0455'TO REACH THE STATION FROM LODGEPOLE, GO SOUTH ON THE GRAVELED
 QT0455'ROAD FOR 5.25 MILES.  THEN RIGHT, WEST, FOR 3.45 MILES.
 QT0455'THEN LEFT, SOUTH, ON A DIRT ROAD FOR 0.3 MILE TO THE STATION
 QT0455'ON THE LEFT.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.4 MILE TO
 QT0455'THE AZIMUTH MARK ON THE RIGHT.
 QT0455'
 QT0455'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0455'NASTY 1952.
 QT0455'
 QT0455'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTER OF THE
 QT0455'DIRT ROAD, AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 3
 QT0455'INCHES, AND THE DISK IS STAMPED NASTY NO 1 1952.
 QT0455'
 QT0455'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTER OF THE
 QT0455'DIRT ROAD, AND 3 FEET EAST OF A WIRE FENCE.  IT PROJECTS 2
 QT0455'INCHES, AND THE DISK IS STAMPED NASTY NO 2 1952.
 QT0455'
 QT0455'THE AZIMUTH MARK IS AT A POINT WHERE THE DIRT ROAD BEARS
 QT0455'TO THE RIGHT (WEST), 104 FEET SOUTH OF A FENCE CORNER, 36 FEET
 QT0455'WEST OF THE JUNCTION OF A TRACK ROAD WITH THE DIRT ROAD,
 QT0455'27 FEET WEST OF THE CENTER OF THE DIRT ROAD, 2 FEET NORTH OF
 QT0455'A 4 IN X 4 IN WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.
 QT0455'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED NASTY 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2214 ***********************************************************************
 PU2214  DESIGNATION -  NATION
 PU2214  PID         -  PU2214
 PU2214  STATE/COUNTY-  SD/MEADE
 PU2214  COUNTRY     -  US
 PU2214  USGS QUAD   -  VIEWFIELD (2017)
 PU2214
 PU2214                         *CURRENT SURVEY CONTROL
 PU2214  ______________________________________________________________________
 PU2214* NAD 83(1996) POSITION- 44 14 34.11481(N) 102 52 10.54554(W)   ADJUSTED
 PU2214* NAVD 88 ORTHO HEIGHT -   879.70  (+/-2cm)     2886.1   (feet) VERTCON3
 PU2214  ______________________________________________________________________
 PU2214  GEOID HEIGHT    -        -17.490 (meters)                     GEOID18
 PU2214  LAPLACE CORR    -         -9.11  (seconds)                    DEFLEC18
 PU2214  HORZ ORDER      -  THIRD
 PU2214  VERT ORDER      -  THIRD ? (See Below)
 PU2214
 PU2214.The horizontal coordinates were established by classical geodetic methods
 PU2214.and adjusted by the National Geodetic Survey in January 1998.
 PU2214
 PU2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2214
 PU2214.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2214.GEOID18 height accuracy estimate available here.
 PU2214
 PU2214.The vertical order pertains to the NGVD 29 superseded value.
 PU2214
 PU2214.Click photographs - Photos may exist for this station.
 PU2214
 PU2214.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2214
 PU2214. The following values were computed from the NAD 83(1996) position.
 PU2214
 PU2214;                    North         East     Units Scale Factor Converg.
 PU2214;SPC SD N     -    49,564.714   370,820.668   MT  1.00003784   -2 01 51.3
 PU2214;SPC SD N     -   162,613.57  1,216,600.81   sFT  1.00003784   -2 01 51.3
 PU2214;SPC SD S     -   215,226.111   397,445.789   MT  0.99996625   -1 44 58.7
 PU2214;SPC SD S     -   706,121.00  1,303,953.39   sFT  0.99996625   -1 44 58.7
 PU2214;UTM  13      - 4,901,048.743   670,106.233   MT  0.99995588   +1 29 12.3
 PU2214
 PU2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2214!SPC SD N     -   0.99986482  x   1.00003784  =   0.99990266
 PU2214!SPC SD S     -   0.99986482  x   0.99996625  =   0.99983108
 PU2214!UTM  13      -   0.99986482  x   0.99995588  =   0.99982071
 PU2214
 PU2214:                Primary Azimuth Mark                     Grid Az
 PU2214:SPC SD N     -  TT 22 GB                                 002 23 48.7
 PU2214:SPC SD S     -  TT 22 GB                                 002 06 56.1
 PU2214:UTM  13      -  TT 22 GB                                 358 52 45.1
 PU2214
 PU2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7010601048(NAD 83)
 PU2214
 PU2214|---------------------------------------------------------------------|
 PU2214| PID    Reference Object                     Distance      Geod. Az  |
 PU2214|                                                           dddmmss.s |
 PU2214| CQ4271 TT 22 GB                                           0002157.4 |
 PU2214| CQ3578 NATION RM 1                          16.605 METERS 09405     |
 PU2214| CQ3579 NATION RM 2                          13.594 METERS 18307     |
 PU2214|---------------------------------------------------------------------|
 PU2214
 PU2214                          SUPERSEDED SURVEY CONTROL
 PU2214
 PU2214  NAD 83(1993)-  44 14 34.10676(N)    102 52 10.54664(W) AD(       ) 3
 PU2214  NAD 83(1986)-  44 14 34.10554(N)    102 52 10.54629(W) AD(       ) 3
 PU2214  NAD 27      -  44 14 34.14900(N)    102 52 08.89700(W) AD(       ) 3
 PU2214  NGVD 29             879.23   (m)         2884.6    (f) LEVELING    3  
 PU2214
 PU2214.Superseded values are not recommended for survey control.
 PU2214
 PU2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2214.See file dsdata.pdf to determine how the superseded data were derived.
 PU2214
 PU2214_MARKER: DS = TRIANGULATION STATION DISK
 PU2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2214_STAMPING: NATION 1950
 PU2214_MARK LOGO: CGS
 PU2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2214+STABILITY: SURFACE MOTION
 PU2214
 PU2214  HISTORY     - Date     Condition        Report By
 PU2214  HISTORY     - 1950     MONUMENTED       CGS
 PU2214
 PU2214                          STATION DESCRIPTION
 PU2214
 PU2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2214'THE STATION IS ABOUT 10 MILES NORTH OF NEW UNDERWOOD, 6 MILES
 PU2214'SOUTH OF THE BELLE FOURCHE RIVER AND ABOUT 2 MILES WEST OF THE
 PU2214'VIEWFIELD POST OFFICE.
 PU2214'
 PU2214'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 14
 PU2214'AND 16 AND THE MAIN STREET IN NEW UNDERWOOD, GO EAST ON U.S.
 PU2214'HIGHWAY NO. 14 AND 16 FOR 0.35 MILE TO A T-INTERSECTION.  THEN
 PU2214'LEFT, NORTH, ON A GRAVELED ROAD FOR 8.25 MILES TO A FORKS JUST
 PU2214'AFTER PASSING THE VIEWFIELD POST OFFICE.  CONTINUE NORTH ON LEFT
 PU2214'ROAD FOR 2.15 MILES TO A T-INTERSECTION.  THEN LEFT, WEST, FOR
 PU2214'2.0 MILES TO A CROSS ROAD.  THEN RIGHT, NORTH, ON A TRACK ROAD
 PU2214'FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  TO
 PU2214'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 PU2214'TRACK ROAD FOR 0.7 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 PU2214'
 PU2214'THE STATION MARK IS 43 FEET WEST OF THE TRACK ROAD, 3 FEET EAST
 PU2214'OF A WIRE FENCE AND 5 FEET SOUTH OF A WITNESS POST.  THE MARK
 PU2214'PROJECTS 4 INCHES AND THE DISK IS STAMPED NATION 1950.
 PU2214'
 PU2214'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE TRACK ROAD AND 1
 PU2214'FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 PU2214'DISK IS STAMPED NATION NO 1 1950.
 PU2214'
 PU2214'REFERENCE MARK NO. 2 IS 43 FEET WEST OF THE TRACK ROAD AND 1 FOOT
 PU2214'EAST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PU2214'IS STAMPED NATION NO 2 1950.
 PU2214'
 PU2214'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PU2214'SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER PROJECTING 6
 PU2214'INCHES.  IT IS 40 FEET EAST OF THE TRACK ROAD, 20 FEET NORTH
 PU2214'OF A WIRE GATE AND 1 FOOT SOUTH OF A WITNESS POST.  THE DISK IS
 PU2214'STAMPED TT 22 GB 1950.
 PU2214'
 PU2214'THE REFERENCE MARKS AND THE STATION MARK ARE STANDARD DISKS SET
 PU2214'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0795 ***********************************************************************
 OT0795  DESIGNATION -  NEBRKOTA
 OT0795  PID         -  OT0795
 OT0795  STATE/COUNTY-  SD/FALL RIVER
 OT0795  COUNTRY     -  US
 OT0795  USGS QUAD   -  HEINNE CREEK (2017)
 OT0795
 OT0795                         *CURRENT SURVEY CONTROL
 OT0795  ______________________________________________________________________
 OT0795* NAD 83(1996) POSITION- 43 00 02.72220(N) 103 00 04.39101(W)   ADJUSTED
 OT0795* NAVD 88 ORTHO HEIGHT -  1037.    (meters)     3402.    (feet) SCALED
 OT0795  ______________________________________________________________________
 OT0795  GEOID HEIGHT    -        -17.777 (meters)                     GEOID18
 OT0795  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 OT0795  HORZ ORDER      -  SECOND
 OT0795
 OT0795.The horizontal coordinates were established by classical geodetic methods
 OT0795.and adjusted by the National Geodetic Survey in January 1998.
 OT0795
 OT0795.The orthometric height was scaled from a topographic map.
 OT0795
 OT0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0795.GEOID18 height accuracy estimate available here.
 OT0795
 OT0795.Click photographs - Photos may exist for this station.
 OT0795
 OT0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0795
 OT0795. The following values were computed from the NAD 83(1996) position.
 OT0795
 OT0795;                    North         East     Units Scale Factor Converg.
 OT0795;SPC SD S     -    77,638.599   382,505.745   MT  0.99996457   -1 50 25.6
 OT0795;SPC SD S     -   254,719.30  1,254,937.60   sFT  0.99996457   -1 50 25.6
 OT0795;UTM  13      - 4,762,837.249   662,917.649   MT  0.99992653   +1 21 48.5
 OT0795
 OT0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0795!SPC SD S     -   0.99984026  x   0.99996457  =   0.99980484
 OT0795!UTM  13      -   0.99984026  x   0.99992653  =   0.99976680
 OT0795
 OT0795:                Primary Azimuth Mark                     Grid Az
 OT0795:SPC SD S     -  NEBRKOTA AZ MK                           271 35 36.3
 OT0795:UTM  13      -  NEBRKOTA AZ MK                           268 23 22.2
 OT0795
 OT0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6291762837(NAD 83)
 OT0795
 OT0795|---------------------------------------------------------------------|
 OT0795| PID    Reference Object                     Distance      Geod. Az  |
 OT0795|                                                           dddmmss.s |
 OT0795| CQ3581 NEBRKOTA RM 1                        38.405 METERS 08842     |
 OT0795| CQ3582 NEBRKOTA RM 2                        16.920 METERS 19209     |
 OT0795| CQ3580 NEBRKOTA AZ MK                                     2694510.7 |
 OT0795|---------------------------------------------------------------------|
 OT0795
 OT0795                          SUPERSEDED SURVEY CONTROL
 OT0795
 OT0795  NAD 83(1995)-  43 00 02.72201(N)    103 00 04.39074(W) AD(       ) 2
 OT0795  NAD 83(1993)-  43 00 02.71879(N)    103 00 04.38804(W) AD(       ) 2
 OT0795  NAD 83(1986)-  43 00 02.70715(N)    103 00 04.38490(W) AD(       ) 2
 OT0795  NAD 27      -  43 00 02.78000(N)    103 00 02.70800(W) AD(       ) 2
 OT0795
 OT0795.Superseded values are not recommended for survey control.
 OT0795
 OT0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0795.See file dsdata.pdf to determine how the superseded data were derived.
 OT0795
 OT0795_MARKER: DS = TRIANGULATION STATION DISK
 OT0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0795_STAMPING: NEBRKOTA 1936
 OT0795_MARK LOGO: CGS
 OT0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0795+STABILITY: SURFACE MOTION
 OT0795
 OT0795  HISTORY     - Date     Condition        Report By
 OT0795  HISTORY     - 1936     MONUMENTED       CGS
 OT0795
 OT0795                          STATION DESCRIPTION
 OT0795
 OT0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0795'STATION IS ABOUT 15 MILES NORTH OF CHADRON, NEBR., ON THE
 OT0795'NEBRASKA-SOUTH DAKOTA STATE LINE, ABOUT 0.8 MILE SOUTH OF
 OT0795'FRANK COOLEYS RANCH HOUSE, 20 FEET SOUTH OF EAST-WEST FENCE
 OT0795'LINE, 135 FEET WEST OF JOG IN FENCE WHICH IS THE SOUTHWEST
 OT0795'CORNER OF THE PINE RIDGE RESERVATION, DIRECTLY ON LINE WITH
 OT0795'FENCE RUNNING TO THE EAST.
 OT0795'
 OT0795'REACHED FROM THE RAILROAD CROSSING ON THE MAIN STREET IN
 OT0795'CHADRON.  GO NORTH ON MAIN ROAD FOR 12.5 MILES TO STATE LINE,
 OT0795'THEN CONTINUE 0.95 MILE TO FARM T-ROAD LEADING EAST, HERE
 OT0795'TURN RIGHT THROUGH GATE AND GO 0.7 MILE TO FRANK COOLEYS HOUSE,
 OT0795'PASS AROUND HOUSE TO THE SOUTH AND GO EAST TO A NORTH-SOUTH
 OT0795'FENCE AND GATE, GO THROUGH GATE AND GO 0.8 MILE ON ROAD TRAIL
 OT0795'(SOUTHEAST) TO GATE IN FENCE CORNER, PASS THROUGH GATE, TURN
 OT0795'SHARP RIGHT AND FOLLOW FENCE BACK WEST FOR ABOUT 135 FEET TO
 OT0795'STATION.  MARK PROJECTS ABOUT 5 INCHES.
 OT0795'
 OT0795'REFERENCE MARK NO. 1 IS EAST OF STATION AT SOUTHWEST CORNER
 OT0795'OF PINE RIDGE RESERVATION, 6.84 FEET SOUTH OF INDIAN LAND
 OT0795'ALLOTMENT POST (1917).  MARK PROJECTS ABOUT 5 INCHES.
 OT0795'
 OT0795'REFERENCE MARK NO. 2 IS SOUTH OF STATION.  MARK PROJECTS
 OT0795'ABOUT 5 INCHES.
 OT0795'
 OT0795'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST OF STATION,
 OT0795'APPROXIMATELY ON NEBRASKA-SOUTH DAKOTA STATE LINE, 12 PACES
 OT0795'WEST OF ROAD GOING NORTH AND SOUTH.  MARK PROJECTS ABOUT 6
 OT0795'INCHES.
 OT0795'
 OT0795'ALL LINES VISIBLE FROM THE GROUND.
 OT0795'
 OT0795'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0795'BRONZE DISKS SET IN CONCRETE.
 OT0795'
 OT0795'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0708 ***********************************************************************
 PS0708  DESIGNATION -  NECK RESET
 PS0708  PID         -  PS0708
 PS0708  STATE/COUNTY-  SD/LYMAN
 PS0708  COUNTRY     -  US
 PS0708  USGS QUAD   -  LOWER BRULE NE (2017)
 PS0708
 PS0708                         *CURRENT SURVEY CONTROL
 PS0708  ______________________________________________________________________
 PS0708* NAD 83(1996) POSITION- 44 08 17.91315(N) 099 35 37.55890(W)   ADJUSTED
 PS0708* NAVD 88 ORTHO HEIGHT -   507.    (meters)     1663.    (feet) SCALED
 PS0708  ______________________________________________________________________
 PS0708  GEOID HEIGHT    -        -24.469 (meters)                     GEOID18
 PS0708  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 PS0708  HORZ ORDER      -  SECOND
 PS0708
 PS0708.The horizontal coordinates were established by classical geodetic methods
 PS0708.and adjusted by the National Geodetic Survey in January 1998.
 PS0708
 PS0708.The orthometric height was scaled from a topographic map.
 PS0708
 PS0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0708.GEOID18 height accuracy estimate available here.
 PS0708
 PS0708.Click photographs - Photos may exist for this station.
 PS0708
 PS0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0708
 PS0708. The following values were computed from the NAD 83(1996) position.
 PS0708
 PS0708;                    North         East     Units Scale Factor Converg.
 PS0708;SPC SD S     -   200,785.464   659,176.022   MT  0.99994801   +0 30 36.7
 PS0708;SPC SD S     -   658,743.64  2,162,646.67   sFT  0.99994801   +0 30 36.7
 PS0708;UTM  14      - 4,887,406.108   452,506.009   MT  0.99962774   -0 24 48.6
 PS0708
 PS0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0708!SPC SD S     -   0.99992429  x   0.99994801  =   0.99987231
 PS0708!UTM  14      -   0.99992429  x   0.99962774  =   0.99955206
 PS0708
 PS0708:                Primary Azimuth Mark                     Grid Az
 PS0708:SPC SD S     -  NECK AZ MK                               045 11 09.9
 PS0708:UTM  14      -  NECK AZ MK                               046 06 35.2
 PS0708
 PS0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5250687406(NAD 83)
 PS0708
 PS0708|---------------------------------------------------------------------|
 PS0708| PID    Reference Object                     Distance      Geod. Az  |
 PS0708|                                                           dddmmss.s |
 PS0708| CO6492 NECK AZ MK                                         0454146.6 |
 PS0708| CO6493 NECK RM 1                            18.010 METERS 10715     |
 PS0708| PS0710 LOWER BRULE ST MARYS CATH CH        APPROX. 7.0 KM 1584203.9 |
 PS0708| CO6494 NECK RM 2                            12.731 METERS 34900     |
 PS0708|---------------------------------------------------------------------|
 PS0708
 PS0708                          SUPERSEDED SURVEY CONTROL
 PS0708
 PS0708  NAD 83(1986)-  44 08 17.91102(N)    099 35 37.56473(W) AD(       ) 2
 PS0708  NAD 27      -  44 08 17.95600(N)    099 35 36.16300(W) AD(       ) 2
 PS0708  MORC        -  44 08 15.29000(N)    099 35 36.32000(W) AD(       ) 3
 PS0708
 PS0708.Superseded values are not recommended for survey control.
 PS0708
 PS0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0708.See file dsdata.pdf to determine how the superseded data were derived.
 PS0708
 PS0708_MARKER: DS = TRIANGULATION STATION DISK
 PS0708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PS0708_STAMPING: NECK MORC 1948
 PS0708_MARK LOGO: CGS
 PS0708_MAGNETIC: P = MARKER IS A STEEL PIPE
 PS0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0708
 PS0708  HISTORY     - Date     Condition        Report By
 PS0708  HISTORY     - 1948     MONUMENTED       MORC
 PS0708
 PS0708                          STATION DESCRIPTION
 PS0708
 PS0708'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 PS0708'STATION IS LOCATED ABOUT 5 MILES NORTH NORTHWEST OF LOWER
 PS0708'BRULE IN THE NECK OF THE BIG BEND ON THE LOWER BRULE INDIAN
 PS0708'RESERVATION.  STATION IS 6 FEET NORTHWEST OF WITNESS POST.
 PS0708'THE MARK IS A 4-1/2 INCH IRON PIPE FILLED WITH CONCRETE
 PS0708'PROJECTING ABOUT 10 INCHES AND THE DISK, A STANDARD USC AND GS
 PS0708'DISK, IS STAMPED NECK MORC 1948.
 PS0708'
 PS0708'REFERENCE MARK NO. 1 IS 59.09 FEET SOUTHEAST OF STATION.  THE
 PS0708'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED NECK MORC
 PS0708'NO 1 1948.
 PS0708'
 PS0708'REFERENCE MARK NO. 2 IS 41.77 FEET NORTH OF STATION.  THE
 PS0708'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED NECK
 PS0708'MORC NO 2 1948.
 PS0708'
 PS0708'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST OF STATION,
 PS0708'52 FEET NORTH OF APPROXIMATE CENTERLINE OF TRACK ROAD, 2 FEET
 PS0708'SOUTH SOUTHWEST OF FENCECORNER AND 2 FEET SOUTHWEST OF WITNESS
 PS0708'POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 PS0708'NECK MORC 1948.
 PS0708'
 PS0708'TO REACH FROM THE POST OFFICE IN LOWER BRULE GO NORTH AND
 PS0708'WEST FOR 1.2 MILES TO CROSS ROADS.  TURN RIGHT AND GO NORTH
 PS0708'ON MAIN ROAD FOR 4.05 MILES TO WIRE GATE ON LEFT AND DRIVEWAY
 PS0708'ON THE RIGHT.  TURN LEFT AND PASS THROUGH GATE AND FOLLOW
 PS0708'TRACK ROAD WEST FOR 0.25 MILE TO FENCECORNER AND AZIMUTH MARK
 PS0708'AS DESCRIBED.  CONTINUE WEST ON TRACK ROAD FOR 0.3 MILE.  TURN
 PS0708'LEFT ACROSS FIELD AND GO SOUTH 0.45 TO TOP OF RIDGE AND
 PS0708'STATION AS DESCRIBED.
 PS0708'
 PS0708'A 47 FOOT SIGNAL AT STATION BRULE IS VISIBLE FROM THE GROUND.
 PS0708'
 PS0708'A 47 FOOT SIGNAL AT STATION JOE IS VISIBLE FROM THE GROUND.
 PS0708'
 PS0708'A 4 FOOT SIGNAL AT STATION CHANEY IS VISIBLE FROM THE GROUND.
 PS0708'
 PS0708'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1166 ***********************************************************************
 PT1166  DESIGNATION -  NELS
 PT1166  PID         -  PT1166
 PT1166  STATE/COUNTY-  SD/HAAKON
 PT1166  COUNTRY     -  US
 PT1166  USGS QUAD   -  BOWEN RANCH (2017)
 PT1166
 PT1166                         *CURRENT SURVEY CONTROL
 PT1166  ______________________________________________________________________
 PT1166* NAD 83(1996) POSITION- 44 07 26.90105(N) 101 47 16.38792(W)   ADJUSTED
 PT1166* NAVD 88 ORTHO HEIGHT -   765.    (meters)     2510.    (feet) SCALED
 PT1166  ______________________________________________________________________
 PT1166  GEOID HEIGHT    -        -20.608 (meters)                     GEOID18
 PT1166  LAPLACE CORR    -         -9.14  (seconds)                    DEFLEC18
 PT1166  HORZ ORDER      -  SECOND
 PT1166
 PT1166.The horizontal coordinates were established by classical geodetic methods
 PT1166.and adjusted by the National Geodetic Survey in January 1998.
 PT1166
 PT1166.The orthometric height was scaled from a topographic map.
 PT1166
 PT1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1166.GEOID18 height accuracy estimate available here.
 PT1166
 PT1166.Click photographs - Photos may exist for this station.
 PT1166
 PT1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1166
 PT1166. The following values were computed from the NAD 83(1996) position.
 PT1166
 PT1166;                    North         East     Units Scale Factor Converg.
 PT1166;SPC SD S     -   199,966.939   483,591.689   MT  0.99994580   -1 00 12.3
 PT1166;SPC SD S     -   656,058.20  1,586,583.73   sFT  0.99994580   -1 00 12.3
 PT1166;UTM  14      - 4,889,440.476   276,947.505   MT  1.00021194   -1 56 30.4
 PT1166
 PT1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1166!SPC SD S     -   0.99988322  x   0.99994580  =   0.99982903
 PT1166!UTM  14      -   0.99988322  x   1.00021194  =   1.00009513
 PT1166
 PT1166:                Primary Azimuth Mark                     Grid Az
 PT1166:SPC SD S     -  NELS AZ MK                               081 11 00.9
 PT1166:UTM  14      -  NELS AZ MK                               082 07 19.0
 PT1166
 PT1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7694789440(NAD 83)
 PT1166
 PT1166|---------------------------------------------------------------------|
 PT1166| PID    Reference Object                     Distance      Geod. Az  |
 PT1166|                                                           dddmmss.s |
 PT1166| CQ3586 NELS AZ MK                                         0801048.6 |
 PT1166| CQ3587 NELS RM 1                            14.483 METERS 19132     |
 PT1166| CQ3588 NELS RM 2                            15.382 METERS 24657     |
 PT1166|---------------------------------------------------------------------|
 PT1166
 PT1166                          SUPERSEDED SURVEY CONTROL
 PT1166
 PT1166  NAD 83(1986)-  44 07 26.89355(N)    101 47 16.38966(W) AD(       ) 2
 PT1166  NAD 27      -  44 07 26.94140(N)    101 47 14.86620(W) AD(       ) 2
 PT1166
 PT1166.Superseded values are not recommended for survey control.
 PT1166
 PT1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1166.See file dsdata.pdf to determine how the superseded data were derived.
 PT1166
 PT1166_MARKER: DS = TRIANGULATION STATION DISK
 PT1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1166_STAMPING: NELS 1961
 PT1166_MARK LOGO: CGS
 PT1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1166+STABILITY: SURFACE MOTION
 PT1166
 PT1166  HISTORY     - Date     Condition        Report By
 PT1166  HISTORY     - 1961     MONUMENTED       CGS
 PT1166
 PT1166                          STATION DESCRIPTION
 PT1166
 PT1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1166'THE STATION IS 9-1/2 MILES NORTHWEST OF PHILIP, IN THE NE
 PT1166'1/4 OF SEC. 23, T 2 N, R 19 E, ON THE NELS AND JACK CARSTENSEN
 PT1166'RANCH AND 3 MILES NORTH OF THE RANCH HEADQUARTERS.  IT IS ON
 PT1166'THE SUMMIT OF A KNOLL AT THE SOUTHEAST END OF A HIGH GRASS
 PT1166'COVERED RIDGE.  THERE ARE TWO HIGHER KNOLLS ALONG THE RIDGE
 PT1166'TO THE NORTHWEST AND AN EAST-WEST FENCE CROSSES THE RIDGE
 PT1166'0.1 MILE NORTHWEST OF THE STATION.
 PT1166'
 PT1166'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1166'STATE HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, DRIVE WEST ON
 PT1166'U.S. HIGHWAY 14 FOR 3.2 MILES TO A CROSS ROAD.  TURN RIGHT
 PT1166'AND DRIVE NORTH AND WEST ON THE GRAVELED ROAD FOR 3.5 MILES
 PT1166'TO A Y-FORK.  KEEP THE RIGHT FORK, NORTH, FOR 2.7 MILES TO
 PT1166'A SHARP LEFT, WEST, CURVE IN THE ROAD AND THE ENTRANCE ROAD
 PT1166'TO THE CARSTENSEN RANCH BUILDINGS ON THE RIGHT.  TURN RIGHT,
 PT1166'PASS THROUGH A WIRE GATE, THENCE TURN LEFT AND DRIVE NORTHERLY
 PT1166'ON A TRACK ROAD FOR 0.2 MILE TO BAD CREEK.  CROSS THE CREEK
 PT1166'BED AND CONTINUE NORTH ON THE TRACK ROAD FOR 0.7 MILE TO A
 PT1166'GATE IN A NORTHEAST-SOUTHWEST FENCE.  PASS THROUGH THE GATE,
 PT1166'TURN RIGHT AND DRIVE NORTHEAST ON A TRACK ROAD FOR 0.45
 PT1166'MILE TO THE INTERSECTION OF FOUR FENCES AND A GATE.  PASS
 PT1166'THROUGH THE GATE AND DRIVE NORTH ACROSS COUNTRY, KEEPING
 PT1166'ALONG THE WEST SIDE OF A RAVINE, FOR 0.55 MILE TO A DAM.
 PT1166'DRIVE EAST ACROSS THE DAM FOR 0.2 MILE, THENCE TURN LEFT
 PT1166'AND DRIVE NORTH ACROSS COUNTRY FOR 0.7 MILE TO THE SUMMIT OF
 PT1166'A HIGH KNOLL.  PASS OVER THE KNOLL AND CONTINUE
 PT1166'NORTHWEST AND NORTH ALONG THE CREST OF A RIDGE FOR 1.0
 PT1166'MILE TO THE SUMMIT OF A HIGH PROMINENT KNOLL AND THE STATION.
 PT1166'
 PT1166'ALL OF THE MARKS FOR THIS STATION ARE STANDARD BRONZE DISKS
 PT1166'SET IN THE TOPS OF CYLINDRICAL CONCRETE MONUMENTS PROJECTING
 PT1166'2 INCHES ABOVE THE GROUND SURFACE.
 PT1166'
 PT1166'THE SURFACE-STATION MARK IS STAMPED NELS 1961.
 PT1166'
 PT1166'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED NELS 1961,
 PT1166'IS SET IN THE TOP OF A MASS OF CONCRETE 43 INCHES BELOW THE
 PT1166'SURFACE OF THE GROUND.
 PT1166'
 PT1166'REFERENCE MARK 1, STAMPED NELS NO 1 1961, IS ABOUT 1.0 FOOT
 PT1166'LOWER IN ELEVATION THAN THE STATION MARK.
 PT1166'
 PT1166'REFERENCE MARK 2, STAMPED NELS NO 2 1961, IS ABOUT 3 FEET LOWER
 PT1166'IN ELEVATION THAN THE STATION MARK.
 PT1166'
 PT1166'THE AZIMUTH MARK, STAMPED NELS 1961, IS 2 FEET SOUTH OF AN
 PT1166'EAST-WEST FENCE AND 3 FEET SOUTHWEST OF A GUYED FENCE POST
 PT1166'WHICH SUPPORTS THE SOUTHWEST CORNER OF A SHORT NORTHEAST JOG
 PT1166'IN THE FENCE.
 PT1166'
 PT1166'TO REACH THE AZIMUTH MARK FROM THE STATION, DESCEND THE
 PT1166'NORTHEAST SLOPE OF THE RIDGE AND DRIVE EAST ALONG THE SOUTH
 PT1166'SIDE OF THE EAST-WEST FENCE FOR 0.4 MILE TO A JOG IN THE FENCE
 PT1166'AND THE AZIMUTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1130 ***********************************************************************
 PT1130  DESIGNATION -  NEMEC
 PT1130  PID         -  PT1130
 PT1130  STATE/COUNTY-  SD/STANLEY
 PT1130  COUNTRY     -  US
 PT1130  USGS QUAD   -  MIDLAND NW (2017)
 PT1130
 PT1130                         *CURRENT SURVEY CONTROL
 PT1130  ______________________________________________________________________
 PT1130* NAD 83(1996) POSITION- 44 10 09.19690(N) 101 08 09.72168(W)   ADJUSTED
 PT1130* NAVD 88 ORTHO HEIGHT -   674.    (meters)     2211.    (feet) SCALED
 PT1130  ______________________________________________________________________
 PT1130  GEOID HEIGHT    -        -22.712 (meters)                     GEOID18
 PT1130  LAPLACE CORR    -         -7.37  (seconds)                    DEFLEC18
 PT1130  HORZ ORDER      -  SECOND
 PT1130
 PT1130.The horizontal coordinates were established by classical geodetic methods
 PT1130.and adjusted by the National Geodetic Survey in January 1998.
 PT1130
 PT1130.The orthometric height was scaled from a topographic map.
 PT1130
 PT1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1130.GEOID18 height accuracy estimate available here.
 PT1130
 PT1130.Click photographs - Photos may exist for this station.
 PT1130
 PT1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1130
 PT1130. The following values were computed from the NAD 83(1996) position.
 PT1130
 PT1130;                    North         East     Units Scale Factor Converg.
 PT1130;SPC SD S     -   204,266.847   535,805.733   MT  0.99995306   -0 33 13.5
 PT1130;SPC SD S     -   670,165.48  1,757,889.31   sFT  0.99995306   -0 33 13.5
 PT1130;UTM  14      - 4,892,886.673   329,231.675   MT  0.99995866   -1 29 19.3
 PT1130
 PT1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1130!SPC SD S     -   0.99989782  x   0.99995306  =   0.99985089
 PT1130!UTM  14      -   0.99989782  x   0.99995866  =   0.99985648
 PT1130
 PT1130:                Primary Azimuth Mark                     Grid Az
 PT1130:SPC SD S     -  NEMEC AZ MK                              105 54 25.3
 PT1130:UTM  14      -  NEMEC AZ MK                              106 50 31.1
 PT1130
 PT1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2923192886(NAD 83)
 PT1130
 PT1130|---------------------------------------------------------------------|
 PT1130| PID    Reference Object                     Distance      Geod. Az  |
 PT1130|                                                           dddmmss.s |
 PT1130| PT0910 NEMEC AZ MK                                        1052111.8 |
 PT1130| CQ3590 NEMEC RM 2                           11.482 METERS 23031     |
 PT1130| CQ3589 NEMEC RM 1                           10.019 METERS 33719     |
 PT1130|---------------------------------------------------------------------|
 PT1130
 PT1130                          SUPERSEDED SURVEY CONTROL
 PT1130
 PT1130  NAD 83(1986)-  44 10 09.19110(N)    101 08 09.72428(W) AD(       ) 2
 PT1130  NAD 27      -  44 10 09.24200(N)    101 08 08.21400(W) AD(       ) 2
 PT1130
 PT1130.Superseded values are not recommended for survey control.
 PT1130
 PT1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1130.See file dsdata.pdf to determine how the superseded data were derived.
 PT1130
 PT1130_MARKER: DS = TRIANGULATION STATION DISK
 PT1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1130_STAMPING: NEMEC 1952
 PT1130_MARK LOGO: CGS
 PT1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1130+STABILITY: SURFACE MOTION
 PT1130
 PT1130  HISTORY     - Date     Condition        Report By
 PT1130  HISTORY     - 1952     MONUMENTED       CGS
 PT1130  HISTORY     - 1962     GOOD             CGS
 PT1130
 PT1130                          STATION DESCRIPTION
 PT1130
 PT1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1130'THE STATION IS IN SECTION 32, T 3 N, R 25 E, ABOUT 8 MILES
 PT1130'NORTH OF MIDLAND, 0.5 MILES WEST OF U.S. HIGHWAY 14 AND ON THE
 PT1130'HIGHEST HILL IN THE VICINITY.
 PT1130'
 PT1130'TO REACH THE STATION FROM THE MIDLAND BANK IN MIDLAND GO EAST
 PT1130'AND NORTH ON U.S. HIGHWAY 14 FOR 7.9 MILES TO A FARM HOME ON
 PT1130'THE RIGHT, WIRE GATE ON THE LEFT AND THE AZIMUTH MARK ON THE
 PT1130'LEFT AS DESCRIBED.  THEN LEFT, WESTERLY, THROUGH GATE ON A
 PT1130'TRACK ROAD FOR 0.6 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 PT1130'
 PT1130'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1130'NEMEC 1952.
 PT1130'
 PT1130'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1130'NEMEC NO 1 1952.
 PT1130'
 PT1130'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1130'NEMEC NO 2 1952.
 PT1130'
 PT1130'THE AZIMUTH MARK IS 46 FEET WEST OF THE HIGHWAY, 28 FEET SOUTH
 PT1130'OF A TELEPHONE POLE, 4 FEET SOUTH OF A WIRE GATE AND 1 FOOT
 PT1130'WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 PT1130'DISK IS STAMPED NEMEC 1952.
 PT1130'
 PT1130'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1130
 PT1130                          STATION RECOVERY (1962)
 PT1130
 PT1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PT1130'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 PT1130'MARK WERE RECOVERED AND ALL APPEARED TO BE IN GOOD CONDITION.
 PT1130'NO MEASUREMENTS WERE MADE AS THE STATION WAS NOT OCCUPIED.
 PT1130'
 PT1130'THE ORIGINAL ROUTE TO THE STATION IS OBSOLETE DUE TO HIGHWAY
 PT1130'CONSTRUCTION.  A NEW ROUTE TO THE STATION IS AS FOLLOWS.
 PT1130'
 PT1130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1130'AND STATE HIGHWAY 63 AT THE NORTHWEST EDGE OF MIDLAND, GO EAST
 PT1130'AND NORTH ALONG U.S. HIGHWAY 14 FOR 4.75 MILES TO A BRIDGE OVER
 PT1130'LONE TREE CREEK, CONTINUE NORTH ALONG THE HIGHWAY FOR 2.9
 PT1130'MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE ROAD
 PT1130'AS DESCRIBED BELOW.  CONTINUE NORTH FOR 0.05 MILE TO A ROAD
 PT1130'RIGHT AT SIGN HAAKON-STANLEY COUNTY LINE.  TURN LEFT, PASS
 PT1130'THROUGH WIRE GATE, AND GO WEST ON TRACKS THENCE CROSS COUNTRY
 PT1130'FOR 0.5 MILE TO THE TOP OF A HILL, THE HIGHEST POINT IN THE
 PT1130'VICINITY, AT THE SOUTH END OF A NORTH-SOUTH RIDGE.
 PT1130'
 PT1130'THE AZIMUTH MARK, A STANDARD DISK STAMPED NEMEC 1952, IS
 PT1130'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PT1130'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 90 FEET
 PT1130'NORTHEAST OF THE EAST END OF A CONCRETE PIPE CULVERT, 90
 PT1130'FEET EAST OF AND APPROXIMATELY 3 FEET LOWER THAN THE CENTER
 PT1130'OF U.S. HIGHWAY 14, 32 FEET SOUTH OF A TELEPHONE POLE AND 3
 PT1130'FEET NORTH OF A 4 X 4-INCH WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0910 ***********************************************************************
 PT0910  DESIGNATION -  NEMEC AZ MK
 PT0910  PID         -  PT0910
 PT0910  STATE/COUNTY-  SD/HAAKON
 PT0910  COUNTRY     -  US
 PT0910  USGS QUAD   -  MIDLAND NW (2017)
 PT0910
 PT0910                         *CURRENT SURVEY CONTROL
 PT0910  ______________________________________________________________________
 PT0910* NAD 83(1986) POSITION- 44 10 03.     (N) 101 07 38.     (W)   SCALED
 PT0910* NAVD 88 ORTHO HEIGHT -   648.701 (meters)     2128.28  (feet) ADJUSTED
 PT0910  ______________________________________________________________________
 PT0910  GEOID HEIGHT    -        -22.740 (meters)                     GEOID18
 PT0910  DYNAMIC HEIGHT  -        648.518 (meters)     2127.68  (feet) COMP
 PT0910  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 PT0910
 PT0910  VERT ORDER      -  FIRST     CLASS II
 PT0910
 PT0910.The horizontal coordinates were scaled from a map and have
 PT0910.an estimated accuracy of +/- 6 seconds.
 PT0910
 PT0910.The orthometric height was determined by differential leveling and
 PT0910.adjusted by the NATIONAL GEODETIC SURVEY
 PT0910.in June 1991.
 PT0910
 PT0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0910.GEOID18 height accuracy estimate available here.
 PT0910
 PT0910.Click photographs - Photos may exist for this station.
 PT0910
 PT0910.The dynamic height is computed by dividing the NAVD 88
 PT0910.geopotential number by the normal gravity value computed on the
 PT0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0910.degrees latitude (g = 980.6199 gals.).
 PT0910
 PT0910.The modeled gravity was interpolated from observed gravity values.
 PT0910
 PT0910;                    North         East    Units  Estimated Accuracy
 PT0910;SPC SD S     -   204,070.      536,510.      MT  (+/- 180 meters Scaled)
 PT0910
 PT0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP299926(NAD 83)
 PT0910
 PT0910                          SUPERSEDED SURVEY CONTROL
 PT0910
 PT0910.No superseded survey control is available for this station.
 PT0910
 PT0910_MARKER: DZ = AZIMUTH MARK DISK
 PT0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0910_STAMPING: NEMEC 1952
 PT0910_MARK LOGO: CGS
 PT0910_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0910+STABILITY: SURFACE MOTION
 PT0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0910+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0910
 PT0910  HISTORY     - Date     Condition        Report By
 PT0910  HISTORY     - 1952     MONUMENTED       CGS
 PT0910  HISTORY     - 1985     GOOD             NGS
 PT0910  HISTORY     - 20120605 GOOD             INDIV
 PT0910
 PT0910                          STATION DESCRIPTION
 PT0910
 PT0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0910'12.1 KM (7.5 MI) NORTH FROM MIDLAND.
 PT0910'12.12 KM (7.53 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM
 PT0910'THEIR JUNCTION AT MIDLAND, IN THE SOUTHEAST CORNER OF THE JUNCTION OF
 PT0910'A GRAVEL ROAD FOLLOWING THE HAAKON-STANLEY COUNTY LINE, 0.19 KM (0.12
 PT0910'MI) SOUTH OF MILEPOST 176, 31.1 METERS (102 FT) EAST OF THE HIGHWAY
 PT0910'CENTERLINE, 94.5 METERS (310 FT) SOUTH OF THE CENTER OF THE GRAVEL
 PT0910'ROAD, 14.6 METERS (48 FT) WEST OF THE CENTER OF AN OLD ROAD BED AND
 PT0910'32.5 METERS (106.5 FT) NORTH-NORTHEAST OF THE EAST END OF A 36-INCH
 PT0910'CONCRETE PIPE CULVERT.
 PT0910'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 PT0910'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 PT0910
 PT0910                          STATION RECOVERY (2012)
 PT0910
 PT0910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0320 ***********************************************************************
 QT0320  DESIGNATION -  NEW
 QT0320  PID         -  QT0320
 QT0320  STATE/COUNTY-  SD/BUTTE
 QT0320  COUNTRY     -  US
 QT0320  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0320
 QT0320                         *CURRENT SURVEY CONTROL
 QT0320  ______________________________________________________________________
 QT0320* NAD 83(1986) POSITION- 45 02 00.     (N) 103 53 26.     (W)   SCALED
 QT0320* NAVD 88 ORTHO HEIGHT -   984.416 (meters)     3229.70  (feet) ADJUSTED
 QT0320  ______________________________________________________________________
 QT0320  GEOID HEIGHT    -        -15.854 (meters)                     GEOID18
 QT0320  DYNAMIC HEIGHT  -        984.159 (meters)     3228.86  (feet) COMP
 QT0320  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 QT0320
 QT0320  VERT ORDER      -  SECOND    CLASS 0
 QT0320
 QT0320.The horizontal coordinates were scaled from a map and have
 QT0320.an estimated accuracy of +/- 6 seconds.
 QT0320
 QT0320.The orthometric height was determined by differential leveling and
 QT0320.adjusted by the NATIONAL GEODETIC SURVEY
 QT0320.in June 1991.
 QT0320
 QT0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0320.GEOID18 height accuracy estimate available here.
 QT0320
 QT0320.Click photographs - Photos may exist for this station.
 QT0320
 QT0320.The dynamic height is computed by dividing the NAVD 88
 QT0320.geopotential number by the normal gravity value computed on the
 QT0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0320.degrees latitude (g = 980.6199 gals.).
 QT0320
 QT0320.The modeled gravity was interpolated from observed gravity values.
 QT0320
 QT0320;                    North         East    Units  Estimated Accuracy
 QT0320;SPC SD N     -   140,710.      293,560.      MT  (+/- 180 meters Scaled)
 QT0320
 QT0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK873872(NAD 83)
 QT0320
 QT0320                          SUPERSEDED SURVEY CONTROL
 QT0320
 QT0320  NGVD 29 (??/??/92)  983.920  (m)         3228.08   (f) ADJ UNCH    2 0
 QT0320
 QT0320.Superseded values are not recommended for survey control.
 QT0320
 QT0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0320.See file dsdata.pdf to determine how the superseded data were derived.
 QT0320
 QT0320_MARKER: DS = TRIANGULATION STATION DISK
 QT0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0320_STAMPING: NEW 1962
 QT0320_MARK LOGO: CGS
 QT0320_PROJECTION: FLUSH
 QT0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0320+STABILITY: SURFACE MOTION
 QT0320
 QT0320  HISTORY     - Date     Condition        Report By
 QT0320  HISTORY     - 1962     MONUMENTED       CGS
 QT0320
 QT0320                          STATION DESCRIPTION
 QT0320
 QT0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0320'25.8 MI N FROM BELLE FOURCHE.
 QT0320'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0320'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 QT0320'12.75 MILES NORTH ALONG A GRAVELED ROAD.  THENCE 0.25 MILE
 QT0320'NORTHWEST ACROSS COUNTRY, ON THE CREST OF A LOW RIDGE, ABOUT 0.2
 QT0320'MILE EAST OF A NORTH-SOUTH FENCE, 0.2 MILE WEST-SOUTHWEST OF
 QT0320'M 2 B 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QT0320'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0781 ***********************************************************************
 QS0781  DESIGNATION -  NEW
 QS0781  PID         -  QS0781
 QS0781  STATE/COUNTY-  SD/DEWEY
 QS0781  COUNTRY     -  US
 QS0781  USGS QUAD   -  RIDGEVIEW NE (2017)
 QS0781
 QS0781                         *CURRENT SURVEY CONTROL
 QS0781  ______________________________________________________________________
 QS0781* NAD 83(1996) POSITION- 45 10 38.37753(N) 100 45 16.54470(W)   ADJUSTED
 QS0781* NAVD 88 ORTHO HEIGHT -   710.    (meters)     2329.    (feet) SCALED
 QS0781  ______________________________________________________________________
 QS0781  GEOID HEIGHT    -        -21.939 (meters)                     GEOID18
 QS0781  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 QS0781  HORZ ORDER      -  SECOND
 QS0781
 QS0781.The horizontal coordinates were established by classical geodetic methods
 QS0781.and adjusted by the National Geodetic Survey in January 1998.
 QS0781
 QS0781.The orthometric height was scaled from a topographic map.
 QS0781
 QS0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0781.GEOID18 height accuracy estimate available here.
 QS0781
 QS0781.Click photographs - Photos may exist for this station.
 QS0781
 QS0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0781
 QS0781. The following values were computed from the NAD 83(1996) position.
 QS0781
 QS0781;                    North         East     Units Scale Factor Converg.
 QS0781;SPC SD N     -   149,624.860   540,690.650   MT  0.99994153   -0 32 02.6
 QS0781;SPC SD N     -   490,894.23  1,773,915.91   sFT  0.99994153   -0 32 02.6
 QS0781;UTM  14      - 5,004,146.979   362,138.342   MT  0.99983369   -1 14 41.0
 QS0781
 QS0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0781!SPC SD N     -   0.99989206  x   0.99994153  =   0.99983360
 QS0781!UTM  14      -   0.99989206  x   0.99983369  =   0.99972577
 QS0781
 QS0781:                Primary Azimuth Mark                     Grid Az
 QS0781:SPC SD N     -  NEW AZ MK                                155 47 51.0
 QS0781:UTM  14      -  NEW AZ MK                                156 30 29.4
 QS0781
 QS0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6213804146(NAD 83)
 QS0781
 QS0781|---------------------------------------------------------------------|
 QS0781| PID    Reference Object                     Distance      Geod. Az  |
 QS0781|                                                           dddmmss.s |
 QS0781| CO6502 NEW RM 1                             11.820 METERS 03408     |
 QS0781| CO6503 NEW RM 2                             12.600 METERS 13255     |
 QS0781| CO6501 NEW AZ MK                                          1551548.4 |
 QS0781| QS0784 RIDGEVIEW BAGLEY ELEV S GAB         APPROX.10.7 KM 1993316.3 |
 QS0781|---------------------------------------------------------------------|
 QS0781
 QS0781                          SUPERSEDED SURVEY CONTROL
 QS0781
 QS0781  NAD 83(1986)-  45 10 38.36996(N)    100 45 16.54469(W) AD(       ) 2
 QS0781  NAD 27      -  45 10 38.43500(N)    100 45 15.02800(W) AD(       ) 2
 QS0781
 QS0781.Superseded values are not recommended for survey control.
 QS0781
 QS0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0781.See file dsdata.pdf to determine how the superseded data were derived.
 QS0781
 QS0781_MARKER: DS = TRIANGULATION STATION DISK
 QS0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0781_STAMPING: NEW 1952
 QS0781_MARK LOGO: CGS
 QS0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0781+STABILITY: SURFACE MOTION
 QS0781
 QS0781  HISTORY     - Date     Condition        Report By
 QS0781  HISTORY     - 1952     MONUMENTED       CGS
 QS0781
 QS0781                          STATION DESCRIPTION
 QS0781
 QS0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0781'THE STATION IS BELIEVED TO BE IN SECTION 7, R 28 E, T 14 N, ON
 QS0781'THE HIGHEST AND CENTER ONE OF THREE BUTTE, ABOUT 6-1/2 MILES
 QS0781'NORTH-NORTHEAST OF RIDGEVIEW, 7 MILES SOUTH OF THE LOREAU RIVER,
 QS0781'5.5 MILES WEST-NORTHWEST OF LA PLANT AND 7.5 FEET EAST OF
 QS0781'A WHITE 4 IN X 4 IN WITNESS POST.
 QS0781'
 QS0781'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 QS0781'AND U.S. HIGHWAY 212 IN RIDGEVIEW, GO EAST ON U.S. HIGHWAY
 QS0781'212 FOR 6.4 MILES, TURN SHARP LEFT (WEST) ON OLD HIGHWAY FOR
 QS0781'0.35 MILE TO A GATE, GO THROUGH GATE AND BEAR RIGHT THROUGH
 QS0781'ANOTHER GATE AND PROCEED NORTHERLY ON A TRACK ROAD FOR 0.8
 QS0781'MILE TO A Y-JUNCTION, CONTINUE NORTH AND NORTHWESTERLY ON THE
 QS0781'RIGHT TRACK ROAD FOR 1 MILE TO A DAM, CROSS ON DAM FILL AND
 QS0781'CONTINUE FOR 0.2 MILE TO ANOTHER DAM, CROSS AND CONTINUE ON A
 QS0781'DIM TRACK ROAD FOR 0.3 MILE TO A Y-JUNCTION, CONTINUE FOR 0.2
 QS0781'MILE TO A GATE, GO THROUGH GATE AND GO WEST AND
 QS0781'WEST-NORTHWEST ACROSS OPEN PASTURE LAND FOR 1.75 MILES TO A
 QS0781'GATE AT A THREE-WAY FENCE CORNER, GO THROUGH GATE AND
 QS0781'CONTINUE NORTHWEST ON A TRACK ROAD FOR 0.15 MILE, TURN LEFT
 QS0781'(WEST) AND GO UP STEEL SLOPE OF THE BUTTE TO THE TOP AND
 QS0781'STATION.
 QS0781'
 QS0781'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 QS0781'MILE TO THE TRACK ROAD, GO SOUTHEAST FOR 0.15 MILE TO A GATE
 QS0781'ON THE LEFT, CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.25
 QS0781'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 QS0781'
 QS0781'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0781'NEW 1952.
 QS0781'
 QS0781'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED NEW
 QS0781'NO 1 1952.
 QS0781'
 QS0781'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0781'NEW NO 2 1952.
 QS0781'
 QS0781'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF THE TRACK
 QS0781'ROAD, 5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND
 QS0781'1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 QS0781'THE DISK IS STAMPED NEW 1952.
 QS0781'
 QS0781'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2278 ***********************************************************************
 PU2278  DESIGNATION -  NEW
 PU2278  PID         -  PU2278
 PU2278  STATE/COUNTY-  SD/BUTTE
 PU2278  COUNTRY     -  US
 PU2278  USGS QUAD   -  NEWELL LAKE (2017)
 PU2278
 PU2278                         *CURRENT SURVEY CONTROL
 PU2278  ______________________________________________________________________
 PU2278* NAD 83(1996) POSITION- 44 46 19.55535(N) 103 22 56.64431(W)   ADJUSTED
 PU2278* NAVD 88 ORTHO HEIGHT -   917.3   (meters)     3010.    (feet) VERTCON3
 PU2278  ______________________________________________________________________
 PU2278  GEOID HEIGHT    -        -16.462 (meters)                     GEOID18
 PU2278  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 PU2278  HORZ ORDER      -  SECOND
 PU2278
 PU2278.The horizontal coordinates were established by classical geodetic methods
 PU2278.and adjusted by the National Geodetic Survey in January 1998.
 PU2278
 PU2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2278
 PU2278.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2278.GEOID18 height accuracy estimate available here.
 PU2278
 PU2278.Click photographs - Photos may exist for this station.
 PU2278
 PU2278.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2278
 PU2278. The following values were computed from the NAD 83(1996) position.
 PU2278
 PU2278;                    North         East     Units Scale Factor Converg.
 PU2278;SPC SD N     -   109,909.732   332,344.289   MT  0.99995092   -2 23 37.9
 PU2278;SPC SD N     -   360,595.51  1,090,366.22   sFT  0.99995092   -2 23 37.9
 PU2278;UTM  13      - 4,958,906.656   627,996.086   MT  0.99980146   +1 08 21.9
 PU2278
 PU2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2278!SPC SD N     -   0.99985878  x   0.99995092  =   0.99980971
 PU2278!UTM  13      -   0.99985878  x   0.99980146  =   0.99966027
 PU2278
 PU2278:                Primary Azimuth Mark                     Grid Az
 PU2278:SPC SD N     -  NEW AZ MK                                208 28 50.7
 PU2278:UTM  13      -  NEW AZ MK                                204 56 50.9
 PU2278
 PU2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2799658906(NAD 83)
 PU2278
 PU2278|---------------------------------------------------------------------|
 PU2278| PID    Reference Object                     Distance      Geod. Az  |
 PU2278|                                                           dddmmss.s |
 PU2278| CQ3598 NEW RM 1                             11.180 METERS 05609     |
 PU2278| CQ3597 NEW AZ MK                                          2060512.8 |
 PU2278| PU2272 NEWELL MUNICIPAL TANK               APPROX. 7.2 KM 2095310.9 |
 PU2278| PU2277 3006                                  6.558 METERS 30627     |
 PU2278|---------------------------------------------------------------------|
 PU2278
 PU2278                          SUPERSEDED SURVEY CONTROL
 PU2278
 PU2278  NAD 83(1993)-  44 46 19.54914(N)    103 22 56.64386(W) AD(       ) 2
 PU2278  NAD 83(1986)-  44 46 19.54518(N)    103 22 56.64063(W) AD(       ) 2
 PU2278  NAD 27      -  44 46 19.59340(N)    103 22 54.96640(W) AD(       ) 2
 PU2278  NGVD 29 (07/19/86)  916.8    (m)         3008.     (f) VERT ANG       
 PU2278
 PU2278.Superseded values are not recommended for survey control.
 PU2278
 PU2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2278.See file dsdata.pdf to determine how the superseded data were derived.
 PU2278
 PU2278_MARKER: DS = TRIANGULATION STATION DISK
 PU2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2278_STAMPING: NEW 1950
 PU2278_MARK LOGO: CGS
 PU2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2278+STABILITY: SURFACE MOTION
 PU2278
 PU2278  HISTORY     - Date     Condition        Report By
 PU2278  HISTORY     - 1950     MONUMENTED       CGS
 PU2278  HISTORY     - 1962     GOOD             CGS
 PU2278
 PU2278                          STATION DESCRIPTION
 PU2278
 PU2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2278'THE STATION IS LOCATED ABOUT 4 MILES NORTH AND 2 MILES OF
 PU2278'NEWELL, 345 FEET WEST OF THE CENTER OF A TRACK ROAD, 6.7 FEET
 PU2278'WEST OF A WITNESS POST, AND ON A SMALL HILL BETWEEN WILLOW AND
 PU2278'DRY CREEKS.
 PU2278'
 PU2278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2278'STATE HIGHWAY 79 IN THE NORTH EDGE OF THE TOWN OF NEWELL, GO
 PU2278'WEST ON STATE HIGHWAY 79 FOR 0.25 MILE.  TURN RIGHT AND CONTINUE
 PU2278'NORTHERLY ON THE HIGHWAY FOR 3.2 MILES TO A CROSS ROAD.  TURN
 PU2278'RIGHT, EAST, AND GO ON THE MAIN DIRT ROAD FOR 1.55 MILES TO A
 PU2278'FORK.  TURN LEFT, ACROSS A CANAL BRIDGE, AND CONTINUE ON THE
 PU2278'LEFT ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 PU2278'DESCRIBED.  CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.3
 PU2278'MILE TO A SMALL HILL ON THE LEFT AND THE STATION AS DESCRIBED.
 PU2278'
 PU2278'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED NEW
 PU2278'1950
 PU2278'
 PU2278'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2278'NEW NO 1 1950
 PU2278'
 PU2278'3006 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK CAP
 PU2278'DISK RIVETED ON THE TOP OF A 4-INCH CAST IRON PIPE, PROJECTING
 PU2278'18 INCHES, AND IS STAMPED 3006 1904.
 PU2278'
 PU2278'THE AZIMUTH MARK IS 13 FEET NORTHWEST OF THE CENTER OF THE TRACK
 PU2278'ROAD, AND 3 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 PU2278'6 INCHES, AND THE DISK IS STAMPED NEW 1950.
 PU2278'
 PU2278'ALL MARKS (EXCEPT THE USGS MARK) ARE STANDARD DISKS SET IN THE TOPS
 PU2278'OF 12-INCH CONCRETE CYLINDERS.
 PU2278
 PU2278                          STATION RECOVERY (1962)
 PU2278
 PU2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2278'STATION MARK, REFERENCE MARK 1, 3006 (USGS) MARK AND THE AZIMUTH
 PU2278'MARK WERE RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND IN GOOD
 PU2278'CONDITION EXCEPT 3006 (USGS) USED AS REFERENCE MARK 2.  THE
 PU2278'MARK WAS FOUND TO BE LOOSE AND THE DIRECTIONS COULD NOT BE
 PU2278'CHECKED.  THE MARK WAS REINFORCED AT THIS DATE.  ALL OTHER DISTANCE
 PU2278'AND DIRECTIONS WERE SATISFACTORY.  DUE TO ROAD CHANGES A NEW
 PU2278'DESCRIPTION FOLLOWS.
 PU2278'
 PU2278'STATION IS LOCATED 4.0 MILES NORTH AND 2.0 MILES EAST OF
 PU2278'NEWELL, 345 FEET WEST OF THE CENTER OF A FARM ROAD AND ON THE
 PU2278'SUMMIT OF A SHARP POINTED HILL THAT IS SOUTH ONE OF TWO HILLS
 PU2278'OF ABOUT EQUAL ELEVATION.  IT IS IN THE NORTHWEST 1/4 OF SECTION
 PU2278'3, T 9 N, R 6 E AND ON PROPERTY OWNED BY MR. RALPH HEDRICK.  MR.
 PU2278'HEDRICK LIVES 1.7 MILES WEST-SOUTHWEST OF THE STATION.
 PU2278'
 PU2278'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON
 PU2278'GIRARD AVENUE FOR 0.4 MILES TO U.S. HIGHWAY 212, TURN LEFT AND
 PU2278'GO WEST ON U.S. HIGHWAY 212 FOR 0.25 MILES TO THE JUNCTION WITH
 PU2278'STATE HIGHWAY 79, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 79
 PU2278'FOR 3.1 MLES TO A CROSSROAD, TURN RIGHT AND GO EAST ON A GRADED
 PU2278'DIRT ROAD FOR 1.0 MILE TO A CROSSROAD, CONTINUE EAST ON A DIRT
 PU2278'ROAD FOR 0.5 MILE TO A FORK, TAKE A LEFT FORK AND CROSS OVER A
 PU2278'IRRIGATION DITCH CONTINUE EASTERLY FOR 0.55 MILE TO A WIRE
 PU2278'GATE ON THE LEFT JUST EAST OF THE SUMMIT OF A SMALL GRADE,
 PU2278'TURN LEFT THROUGH A WIRE GATE AND GO NORTH ON A TRACK ROAD FOR
 PU2278'0.2 MILES TO A WIRE GATE.  (AZIMUTH MARK IS 0.05 MILE
 PU2278'NORTHWEST OF THIS POINT.) CONTINUE NORTH AND NORTHWESTERLY
 PU2278'ON A TRACK ROAD FOR 0.45 MILE TO A DIM FORK, TURN LEFT AND
 PU2278'GO WESTERLY ON DIM TRACK ROAD FOR 0.05 MILE TO THE SUMMIT OF
 PU2278'SMALL HILL AND STATION.
 PU2278'
 PU2278'STATION MARK IS STAMPED--NEW 1950 AND PROJECTS 3 INCHES.
 PU2278'
 PU2278'R.M. 1 IS LOCATED ABOUT 2-1/3 FEET LOWER THAN THE STATION, ON
 PU2278'THE NORTHEAST SLOPE OF THE HILL AND IT STAMPED--NEW NO 1 1950
 PU2278'AND PROJECTS 3 INCHES.
 PU2278'
 PU2278'3006 (USGS) WAS USED AS REFERENCE MARK 2.  IT IS A STANDARD U.S.
 PU2278'GEOLOGICAL SURVEY BENCH MARK CAP BOLTED TO THE TOP OF A 4-INCH
 PU2278'PIPE AND IT IS STAMPED--3006 1904.  IT PROJECTS 2 FEET ABOVE THE
 PU2278'GROUND SURFACE.
 PU2278'
 PU2278'AZIMUTH MARK IS LOCATED ON THE CREST OF A RIDGE.  IT IS
 PU2278'STAMPED--NEW 1950 AND PROJECTS 5 INCHES.
 PU2278'
 PU2278'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK ARE STANDARD
 PU2278'DISKS CEMENTED IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2278'
 PU2278'NO REFERENCE MARK 1 TO REFERENCE MARK 2 MEASUREMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0321 ***********************************************************************
 QT0321  DESIGNATION -  NEW RM 1
 QT0321  PID         -  QT0321
 QT0321  STATE/COUNTY-  SD/BUTTE
 QT0321  COUNTRY     -  US
 QT0321  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0321
 QT0321                         *CURRENT SURVEY CONTROL
 QT0321  ______________________________________________________________________
 QT0321* NAD 83(1986) POSITION- 45 02 00.     (N) 103 53 25.     (W)   SCALED
 QT0321* NAVD 88 ORTHO HEIGHT -   984.088 (meters)     3228.63  (feet) ADJUSTED
 QT0321  ______________________________________________________________________
 QT0321  GEOID HEIGHT    -        -15.854 (meters)                     GEOID18
 QT0321  DYNAMIC HEIGHT  -        983.831 (meters)     3227.79  (feet) COMP
 QT0321  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 QT0321
 QT0321  VERT ORDER      -  SECOND    CLASS 0
 QT0321
 QT0321.The horizontal coordinates were scaled from a map and have
 QT0321.an estimated accuracy of +/- 6 seconds.
 QT0321
 QT0321.The orthometric height was determined by differential leveling and
 QT0321.adjusted by the NATIONAL GEODETIC SURVEY
 QT0321.in June 1991.
 QT0321
 QT0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0321.GEOID18 height accuracy estimate available here.
 QT0321
 QT0321.Click photographs - Photos may exist for this station.
 QT0321
 QT0321.The dynamic height is computed by dividing the NAVD 88
 QT0321.geopotential number by the normal gravity value computed on the
 QT0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0321.degrees latitude (g = 980.6199 gals.).
 QT0321
 QT0321.The modeled gravity was interpolated from observed gravity values.
 QT0321
 QT0321;                    North         East    Units  Estimated Accuracy
 QT0321;SPC SD N     -   140,710.      293,580.      MT  (+/- 180 meters Scaled)
 QT0321
 QT0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK874872(NAD 83)
 QT0321
 QT0321                          SUPERSEDED SURVEY CONTROL
 QT0321
 QT0321  NGVD 29 (??/??/92)  983.592  (m)         3227.00   (f) ADJ UNCH    2 0
 QT0321
 QT0321.Superseded values are not recommended for survey control.
 QT0321
 QT0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0321.See file dsdata.pdf to determine how the superseded data were derived.
 QT0321
 QT0321_MARKER: DR = REFERENCE MARK DISK
 QT0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0321_STAMPING: NEW NO 1 1962
 QT0321_MARK LOGO: CGS
 QT0321_PROJECTION: FLUSH
 QT0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0321+STABILITY: SURFACE MOTION
 QT0321
 QT0321  HISTORY     - Date     Condition        Report By
 QT0321  HISTORY     - 1962     MONUMENTED       CGS
 QT0321
 QT0321                          STATION DESCRIPTION
 QT0321
 QT0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0321'25.8 MI N FROM BELLE FOURCHE.
 QT0321'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0321'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 12.75
 QT0321'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTHWEST
 QT0321'ACROSS COUNTRY, ON THE CREST OF A LOW RIDGE, ABOUT 0.2 MILE
 QT0321'EAST OF A NORTH-SOUTH FENCE, 40.4 FEET SOUTHEAST OF NEW 1962
 QT0321'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST
 QT0321'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0322 ***********************************************************************
 QT0322  DESIGNATION -  NEW RM 2
 QT0322  PID         -  QT0322
 QT0322  STATE/COUNTY-  SD/BUTTE
 QT0322  COUNTRY     -  US
 QT0322  USGS QUAD   -  GREASEWOOD DRAW (2017)
 QT0322
 QT0322                         *CURRENT SURVEY CONTROL
 QT0322  ______________________________________________________________________
 QT0322* NAD 83(1986) POSITION- 45 02 00.     (N) 103 53 26.     (W)   SCALED
 QT0322* NAVD 88 ORTHO HEIGHT -   984.462 (meters)     3229.86  (feet) ADJUSTED
 QT0322  ______________________________________________________________________
 QT0322  GEOID HEIGHT    -        -15.854 (meters)                     GEOID18
 QT0322  DYNAMIC HEIGHT  -        984.205 (meters)     3229.01  (feet) COMP
 QT0322  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 QT0322
 QT0322  VERT ORDER      -  SECOND    CLASS 0
 QT0322
 QT0322.The horizontal coordinates were scaled from a map and have
 QT0322.an estimated accuracy of +/- 6 seconds.
 QT0322
 QT0322.The orthometric height was determined by differential leveling and
 QT0322.adjusted by the NATIONAL GEODETIC SURVEY
 QT0322.in June 1991.
 QT0322
 QT0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0322.GEOID18 height accuracy estimate available here.
 QT0322
 QT0322.Click photographs - Photos may exist for this station.
 QT0322
 QT0322.The dynamic height is computed by dividing the NAVD 88
 QT0322.geopotential number by the normal gravity value computed on the
 QT0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0322.degrees latitude (g = 980.6199 gals.).
 QT0322
 QT0322.The modeled gravity was interpolated from observed gravity values.
 QT0322
 QT0322;                    North         East    Units  Estimated Accuracy
 QT0322;SPC SD N     -   140,710.      293,560.      MT  (+/- 180 meters Scaled)
 QT0322
 QT0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK873872(NAD 83)
 QT0322
 QT0322                          SUPERSEDED SURVEY CONTROL
 QT0322
 QT0322  NGVD 29 (??/??/92)  983.966  (m)         3228.23   (f) ADJ UNCH    2 0
 QT0322
 QT0322.Superseded values are not recommended for survey control.
 QT0322
 QT0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0322.See file dsdata.pdf to determine how the superseded data were derived.
 QT0322
 QT0322_MARKER: DR = REFERENCE MARK DISK
 QT0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0322_STAMPING: NEW NO 2 1962
 QT0322_MARK LOGO: CGS
 QT0322_PROJECTION: FLUSH
 QT0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0322+STABILITY: SURFACE MOTION
 QT0322
 QT0322  HISTORY     - Date     Condition        Report By
 QT0322  HISTORY     - 1962     MONUMENTED       CGS
 QT0322
 QT0322                          STATION DESCRIPTION
 QT0322
 QT0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0322'25.8 MI N FROM BELLE FOURCHE.
 QT0322'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 QT0322'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 12.75
 QT0322'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTHWEST
 QT0322'ACROSS COUNTRY, ON THE CREST OF A LOW RIDGE, ABOUT 0.2 MILE EAST
 QT0322'OF A NORTH-SOUTH FENCE, 56.5 FEET WEST OF NEW 1962 TRIANGULATION
 QT0322'STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QT0322'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2218 ***********************************************************************
 PU2218  DESIGNATION -  NEW UNDERWOOD MUNICIPAL TANK
 PU2218  PID         -  PU2218
 PU2218  STATE/COUNTY-  SD/PENNINGTON
 PU2218  COUNTRY     -  US
 PU2218  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2218
 PU2218                         *CURRENT SURVEY CONTROL
 PU2218  ______________________________________________________________________
 PU2218* NAD 83(1996) POSITION- 44 05 53.08165(N) 102 50 19.90368(W)   ADJUSTED
 PU2218  ______________________________________________________________________
 PU2218  GEOID HEIGHT    -        -17.492 (meters)                     GEOID18
 PU2218  LAPLACE CORR    -         -7.81  (seconds)                    DEFLEC18
 PU2218  HORZ ORDER      -  THIRD
 PU2218
 PU2218.The horizontal coordinates were established by classical geodetic methods
 PU2218.and adjusted by the National Geodetic Survey in January 1998.
 PU2218
 PU2218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2218.GEOID18 height accuracy estimate available here.
 PU2218
 PU2218.Click photographs - Photos may exist for this station.
 PU2218
 PU2218.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2218
 PU2218. The following values were computed from the NAD 83(1996) position.
 PU2218
 PU2218;                    North         East     Units Scale Factor Converg.
 PU2218;SPC SD S     -   199,077.760   399,414.497   MT  0.99994189   -1 43 42.4
 PU2218;SPC SD S     -   653,140.95  1,310,412.40   sFT  0.99994189   -1 43 42.4
 PU2218;UTM  13      - 4,885,037.065   672,982.982   MT  0.99996803   +1 30 15.4
 PU2218
 PU2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7298285037(NAD 83)
 PU2218
 PU2218                          SUPERSEDED SURVEY CONTROL
 PU2218
 PU2218  NAD 83(1993)-  44 05 53.07322(N)    102 50 19.90616(W) AD(       ) 3
 PU2218  NAD 83(1986)-  44 05 53.07125(N)    102 50 19.90940(W) AD(       ) 3
 PU2218  NAD 27      -  44 05 53.12100(N)    102 50 18.29300(W) AD(       ) 3
 PU2218
 PU2218.Superseded values are not recommended for survey control.
 PU2218
 PU2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2218.See file dsdata.pdf to determine how the superseded data were derived.
 PU2218
 PU2218_MARKER: 53 = ELEVATED TANK
 PU2218
 PU2218  HISTORY     - Date     Condition        Report By
 PU2218  HISTORY     - 1951     FIRST OBSERVED   CGS
 PU2218
 PU2218                          STATION DESCRIPTION
 PU2218
 PU2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2218'THE STATION IS LOCATED AT THE NORTH EDGE OF NEW UNDERWOOD AND
 PU2218'ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 14 AND 16.
 PU2218'
 PU2218'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 125 FEET HIGH, PAINTED
 PU2218'ALUMINUM, AND HAS A CAPACITY OF ABOUT 50,000 GALLONS.
 PU2218'
 PU2218'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1203 ***********************************************************************
 PU1203  DESIGNATION -  NEWELL
 PU1203  PID         -  PU1203
 PU1203  STATE/COUNTY-  SD/BUTTE
 PU1203  COUNTRY     -  US
 PU1203  USGS QUAD   -  NEWELL (2017)
 PU1203
 PU1203                         *CURRENT SURVEY CONTROL
 PU1203  ______________________________________________________________________
 PU1203* NAD 83(1996) POSITION- 44 42 54.16884(N) 103 24 18.71398(W)   ADJUSTED
 PU1203* NAVD 88 ORTHO HEIGHT -   877.650 (meters)     2879.42  (feet) ADJUSTED
 PU1203  ______________________________________________________________________
 PU1203  GEOID HEIGHT    -        -16.401 (meters)                     GEOID18
 PU1203  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC18
 PU1203  DYNAMIC HEIGHT  -        877.430 (meters)     2878.70  (feet) COMP
 PU1203  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 PU1203
 PU1203  HORZ ORDER      -  SECOND
 PU1203  VERT ORDER      -  FIRST     CLASS II
 PU1203
 PU1203.The horizontal coordinates were established by classical geodetic methods
 PU1203.and adjusted by the National Geodetic Survey in January 1998.
 PU1203
 PU1203.The orthometric height was determined by differential leveling and
 PU1203.adjusted by the NATIONAL GEODETIC SURVEY
 PU1203.in July 1998.
 PU1203
 PU1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1203.GEOID18 height accuracy estimate available here.
 PU1203
 PU1203.Click photographs - Photos may exist for this station.
 PU1203
 PU1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1203
 PU1203.The dynamic height is computed by dividing the NAVD 88
 PU1203.geopotential number by the normal gravity value computed on the
 PU1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1203.degrees latitude (g = 980.6199 gals.).
 PU1203
 PU1203.The modeled gravity was interpolated from observed gravity values.
 PU1203
 PU1203. The following values were computed from the NAD 83(1996) position.
 PU1203
 PU1203;                    North         East     Units Scale Factor Converg.
 PU1203;SPC SD N     -   103,651.276   330,274.787   MT  0.99995623   -2 24 36.0
 PU1203;SPC SD N     -   340,062.56  1,083,576.53   sFT  0.99995623   -2 24 36.0
 PU1203;UTM  13      - 4,952,533.559   626,316.415   MT  0.99979621   +1 07 20.0
 PU1203
 PU1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1203!SPC SD N     -   0.99986498  x   0.99995623  =   0.99982122
 PU1203!UTM  13      -   0.99986498  x   0.99979621  =   0.99966122
 PU1203
 PU1203:                Primary Azimuth Mark                     Grid Az
 PU1203:SPC SD N     -  H 121                                    295 57 55.5
 PU1203:UTM  13      -  H 121                                    292 25 59.5
 PU1203
 PU1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2631652533(NAD 83)
 PU1203
 PU1203|---------------------------------------------------------------------|
 PU1203| PID    Reference Object                     Distance      Geod. Az  |
 PU1203|                                                           dddmmss.s |
 PU1203| PU1202 NEWELL RM 2                           8.769 METERS 00108     |
 PU1203| PU1204 NEWELL RM 1                           8.659 METERS 18005     |
 PU1203| PU2272 NEWELL MUNICIPAL TANK               APPROX. 1.8 KM 2721102.5 |
 PU1203| PU1200 H 121                                              2933319.5 |
 PU1203|---------------------------------------------------------------------|
 PU1203
 PU1203                          SUPERSEDED SURVEY CONTROL
 PU1203
 PU1203  NAD 83(1993)-  44 42 54.16249(N)    103 24 18.71389(W) AD(       ) 2
 PU1203  NAD 83(1986)-  44 42 54.15845(N)    103 24 18.71018(W) AD(       ) 2
 PU1203  NAD 27      -  44 42 54.20850(N)    103 24 17.03440(W) AD(       ) 2
 PU1203  NAVD 88 (06/15/91)  877.495  (m)         2878.91   (f) SUPERSEDED  1 2
 PU1203  NGVD 29 (??/??/92)  877.023  (m)         2877.37   (f) ADJ UNCH    1 2
 PU1203  NGVD 29             877.02   (m)         2877.4    (f) LEVELING    3  
 PU1203
 PU1203.Superseded values are not recommended for survey control.
 PU1203
 PU1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1203.See file dsdata.pdf to determine how the superseded data were derived.
 PU1203
 PU1203_MARKER: DS = TRIANGULATION STATION DISK
 PU1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1203_STAMPING: NEWELL 1950
 PU1203_MARK LOGO: CGS
 PU1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1203+STABILITY: SURFACE MOTION
 PU1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1203+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1203
 PU1203  HISTORY     - Date     Condition        Report By
 PU1203  HISTORY     - 1950     MONUMENTED       CGS
 PU1203  HISTORY     - 1962     GOOD             CGS
 PU1203  HISTORY     - 1963     GOOD             CGS
 PU1203  HISTORY     - 19951116 GOOD             NGS
 PU1203
 PU1203                          STATION DESCRIPTION
 PU1203
 PU1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1203'STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 1 MILE EAST OF
 PU1203'NEWELL, 0.35 MILE SOUTH OF U.S. HIGHWAY 212, 28 FEET EAST OF
 PU1203'CENTER OF GRAVELED ROAD, 10 FEET SOUTH OF A WITNESS POST, AND
 PU1203'3 FEET WEST OF A WIRE FENCE.
 PU1203'
 PU1203'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 79 AND U.S. HIGHWAY
 PU1203'212 AT THE NORTH EDGE OF NEWELL, GO EAST ON U.S. HIGHWAY 212 FOR
 PU1203'0.8 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED
 PU1203'ROAD FOR 0.35 MILE TO STATION ON LEFT.
 PU1203'
 PU1203'TO REACH AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 79 AND
 PU1203'U.S. HIGHWAY 212 AT THE NORTH EDGE OF NEWELL, GO NORTH FOR 100
 PU1203'YARDS TO MARK AS DESCRIBED.
 PU1203'
 PU1203'STATION MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED NEWELL 1950.
 PU1203'
 PU1203'REFERENCE MARK NO. 1 IS 29 FEET EAST OF CENTER OF GRAVELED ROAD
 PU1203'AND 3 FEET WEST OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 PU1203'DISK IS STAMPED NEWELL NO 1 1950.
 PU1203'
 PU1203'REFERENCE MARK NO. 2 IS 27 FEET EAST OF CENTER OF GRAVELED ROAD
 PU1203'AND 2 FEET WEST OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 PU1203'DISK IS STAMPED NEWELL NO 2 1950.
 PU1203'
 PU1203'BENCH MARK H 121 IS 41 FEET NORTH OF CENTER OF ROAD CONNECTING
 PU1203'STATE HIGHWAY 79 WITH U.S. HIGHWAY 212, 5 FEET SOUTHWEST OF A FENCE
 PU1203'CORNER, 4 FEET NORTHWEST OF A POWER LINE POLE, AND 2 FEET EAST
 PU1203'OF A WITNESS POST.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PU1203'H 121 1934.
 PU1203'
 PU1203'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 PU1203'OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK H 121 IS A STANDARD
 PU1203'BENCH MARK DISK SET IN THE TOP OF A 6 X 6-INCH CONCRETE POST.
 PU1203'
 PU1203'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU1203
 PU1203                          STATION RECOVERY (1962)
 PU1203
 PU1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1203'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 PU1203'MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 PU1203'COMPLETE DESCRIPTION FOLLOWS.
 PU1203'
 PU1203'THE STATION IS IN THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED
 PU1203'ROAD, 1 MILE EAST OF NEWELL, 0.3 MILE SOUTH OF U.S. HIGHWAY 212 AND
 PU1203'IN THE NORTHWEST 1/4 OF SECTION 28, T 9 N, R 6 E.
 PU1203'
 PU1203'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, DRIVE NORTH
 PU1203'ON GIRARD AVENUE FOR 0.4 MILE TO ITS INTERSECTION WITH U.S. HIGHWAY
 PU1203'212.  THE AZIMUTH MARK IS IN THE NORTHWEST QUADRANT OF THE
 PU1203'INTERSECTION.  TURN RIGHT ONTO U.S. HIGHWAY 212 AND DRIVE EAST
 PU1203'FOR 0.8 MILE TO A CROSSROAD.  TURN RIGHT AND DRIVE SOUTH ON THE
 PU1203'GRAVELED ROAD FOR 0.3 MILE TO A SUMMIT AND THE STATION ON THE
 PU1203'LEFT.
 PU1203'
 PU1203'THE SURFACE STATION MARK, A STANDARD DISK STAMPED NEWELL 1950,
 PU1203'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1203'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1203'IT IS 26.5 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 3.0
 PU1203'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND 1.0 FOOT SOUTHWEST
 PU1203'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PU1203'
 PU1203'REFERENCE MARK 1, A STANDARD DISK STAMPED NEWELL NO 1 1950, IS
 PU1203'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1203'DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1203'IT IS 25.5 FEET EAST OF THE CENTER OF THE ROAD, 3.0 FEET WEST OF
 PU1203'THE EAST RIGHT-OF-WAY FENCE AND ABOUT 3 FEET LOWER IN ELEVATION
 PU1203'THAN THE STATION MARK.
 PU1203'
 PU1203'REFERENCE MARK 2, A STANDARD DISK STAMPED NEWELL NO 2 1950, IS SET
 PU1203'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1203'DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1203'IT IS 26.5 FEET EAST OF THE CENTER OF THE ROAD, 3.0 FEET WEST
 PU1203'OF THE EAST RIGHT-OF-WAY FENCE AND 1/2 FOOT LOWER IN ELEVATION
 PU1203'THAN THE STATION MARK.
 PU1203'
 PU1203'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 PU1203'MARK DISK, STAMPED H 121 1934, SET IN THE TOP OF A CONCRETE
 PU1203'MONUMENT, 6 INCHES SQUARE AT THE TOP, SET 3 INCHES BELOW THE
 PU1203'SURFACE OF THE GROUND.  IT IS 70.5 FEET SOUTHEAST OF THE SOUTHEAST
 PU1203'CORNER OF A STANDARD SERVICE STATION, 53.0 FEET WEST OF THE
 PU1203'CENTER OF GIRARD AVENUE, 37.0 FEET NORTH OF THE CENTER OF
 PU1203'U.S. HIGHWAY 212 AND 5.0 FEET NORTHWEST OF A TELEPHONE POLE
 PU1203'WHICH HAS WHITE PAINTED CROSSES ON ITS EAST AND WEST SIDES.
 PU1203'
 PU1203'NOTE--WHEN PASSING NEAR THE AZIMUTH MARK A MONTH AFTER THE STATION
 PU1203'WAS OCCUPIED, IT WAS NOTED A TELEPHONE BOOTH HAD BEEN CONSTRUCTED
 PU1203'AT THE AZIMUTH SITE.  UPON INVESTIGATION IT WAS DISCOVERED THE
 PU1203'MARK IS SITUATED 10 INCHES WEST OF THE WEST EDGE OF THE CONCRETE
 PU1203'BASE OF THE BOOTH.
 PU1203
 PU1203                          STATION RECOVERY (1963)
 PU1203
 PU1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1203'1 MI E FROM NEWELL.
 PU1203'THE STATION IS IN THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH
 PU1203'GRAVELED ROAD, 1 MILE EAST OF NEWELL, BUTTE COUNTY, 0.3 MILE
 PU1203'SOUTH OF U.S. HIGHWAY 212 AND IN THE NORTHWEST 1/4 OF SECTION
 PU1203'28, T 9 N, R 6 E.  TO REACH THE STATION FROM THE POST OFFICE IN
 PU1203'NEWELL, DRIVE NORTH ON GIRARD AVENUE FOR 0.4 MILE TO ITS
 PU1203'INTERSECTION WITH U.S. HIGHWAY 212.  TURN RIGHT ONTO U.S. HIGHWAY
 PU1203'212 AND DRIVE EAST FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND
 PU1203'DRIVE SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO A SUMMIT AND
 PU1203'THE STATION IS ON THE LEFT.  MARK IS SET IN THE TOP OF A
 PU1203'CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING
 PU1203'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26.5 FEET EAST
 PU1203'OF THE CENTER OF THE GRAVELED ROAD, 3.0 FEET WEST OF THE EAST
 PU1203'RIGHT-OF-WAY FENCE AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 PU1203'POST WITH SIGN ATTACHED.
 PU1203
 PU1203                          STATION RECOVERY (1995)
 PU1203
 PU1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1203'1.6 KM (1.00 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1203'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, THENCE 0.5 KM (0.30 MI)
 PU1203'SOUTHERLY ALONG A DIRT ROAD, 7.9 M (25.9 FT) EAST OF THE ROAD CENTER,
 PU1203'0.9 M (3.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PU1203'ROAD, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 PU1203'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2272 ***********************************************************************
 PU2272  DESIGNATION -  NEWELL MUNICIPAL TANK
 PU2272  PID         -  PU2272
 PU2272  STATE/COUNTY-  SD/BUTTE
 PU2272  COUNTRY     -  US
 PU2272  USGS QUAD   -  NEWELL (2017)
 PU2272
 PU2272                         *CURRENT SURVEY CONTROL
 PU2272  ______________________________________________________________________
 PU2272* NAD 83(1996) POSITION- 44 42 56.38144(N) 103 25 40.37995(W)   ADJUSTED
 PU2272  ______________________________________________________________________
 PU2272  GEOID HEIGHT    -        -16.355 (meters)                     GEOID18
 PU2272  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 PU2272  HORZ ORDER      -  THIRD
 PU2272
 PU2272.The horizontal coordinates were established by classical geodetic methods
 PU2272.and adjusted by the National Geodetic Survey in January 1998.
 PU2272
 PU2272.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2272.GEOID18 height accuracy estimate available here.
 PU2272
 PU2272.Click photographs - Photos may exist for this station.
 PU2272
 PU2272.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2272
 PU2272. The following values were computed from the NAD 83(1996) position.
 PU2272
 PU2272;                    North         East     Units Scale Factor Converg.
 PU2272;SPC SD N     -   103,795.344   328,481.874   MT  0.99995617   -2 25 33.8
 PU2272;SPC SD N     -   340,535.22  1,077,694.28   sFT  0.99995617   -2 25 33.8
 PU2272;UTM  13      - 4,952,566.885   624,518.324   MT  0.99979066   +1 06 22.6
 PU2272
 PU2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2451852566(NAD 83)
 PU2272
 PU2272                          SUPERSEDED SURVEY CONTROL
 PU2272
 PU2272  NAD 83(1993)-  44 42 56.37514(N)    103 25 40.37991(W) AD(       ) 3
 PU2272  NAD 83(1986)-  44 42 56.37124(N)    103 25 40.37493(W) AD(       ) 3
 PU2272  NAD 27      -  44 42 56.42200(N)    103 25 38.69700(W) AD(       ) 3
 PU2272
 PU2272.Superseded values are not recommended for survey control.
 PU2272
 PU2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2272.See file dsdata.pdf to determine how the superseded data were derived.
 PU2272
 PU2272_MARKER: 53 = ELEVATED TANK
 PU2272
 PU2272  HISTORY     - Date     Condition        Report By
 PU2272  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2272
 PU2272                          STATION DESCRIPTION
 PU2272
 PU2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2272'WATER TANK IS LOCATED IN THE EAST EDGE OF NEWELL.  IT IS A
 PU2272'4-LEGGED STEEL STRUCTURE, ABOUT 110 FEET HIGH, PAINTED ALUMINUM.
 PU2272'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1204 ***********************************************************************
 PU1204  DESIGNATION -  NEWELL RM 1
 PU1204  PID         -  PU1204
 PU1204  STATE/COUNTY-  SD/BUTTE
 PU1204  COUNTRY     -  US
 PU1204  USGS QUAD   -  NEWELL (2017)
 PU1204
 PU1204                         *CURRENT SURVEY CONTROL
 PU1204  ______________________________________________________________________
 PU1204* NAD 83(1986) POSITION- 44 42 53.89   (N) 103 24 18.71   (W)   HD_HELD1
 PU1204* NAVD 88 ORTHO HEIGHT -   876.973 (meters)     2877.20  (feet) ADJUSTED
 PU1204  ______________________________________________________________________
 PU1204  GEOID HEIGHT    -        -16.401 (meters)                     GEOID18
 PU1204  DYNAMIC HEIGHT  -        876.753 (meters)     2876.48  (feet) COMP
 PU1204  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 PU1204
 PU1204  VERT ORDER      -  FIRST     CLASS II
 PU1204
 PU1204.The horizontal coordinates were determined by differentially corrected
 PU1204.hand held GPS observations or other comparable positioning techniques
 PU1204.and have an estimated accuracy of +/- 3 meters.
 PU1204
 PU1204.The orthometric height was determined by differential leveling and
 PU1204.adjusted by the NATIONAL GEODETIC SURVEY
 PU1204.in July 1998.
 PU1204
 PU1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1204.GEOID18 height accuracy estimate available here.
 PU1204
 PU1204.Click photographs - Photos may exist for this station.
 PU1204
 PU1204.The dynamic height is computed by dividing the NAVD 88
 PU1204.geopotential number by the normal gravity value computed on the
 PU1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1204.degrees latitude (g = 980.6199 gals.).
 PU1204
 PU1204.The modeled gravity was interpolated from observed gravity values.
 PU1204
 PU1204;                    North         East    Units  Estimated Accuracy
 PU1204;SPC SD N     -   103,642.7     330,274.5     MT  (+/- 3 meters HH1 GPS) 
 PU1204
 PU1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2631652524(NAD 83)
 PU1204
 PU1204                          SUPERSEDED SURVEY CONTROL
 PU1204
 PU1204  NAVD 88 (06/15/91)  876.761  (m)         2876.51   (f) SUPERSEDED  1 2
 PU1204  NGVD 29 (??/??/92)  876.288  (m)         2874.95   (f) ADJ UNCH    1 2
 PU1204
 PU1204.Superseded values are not recommended for survey control.
 PU1204
 PU1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1204.See file dsdata.pdf to determine how the superseded data were derived.
 PU1204
 PU1204_MARKER: DR = REFERENCE MARK DISK
 PU1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1204_STAMPING: NEWELL NO 1 1950
 PU1204_MARK LOGO: CGS
 PU1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1204+STABILITY: SURFACE MOTION
 PU1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1204+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1204
 PU1204  HISTORY     - Date     Condition        Report By
 PU1204  HISTORY     - 1950     MONUMENTED       CGS
 PU1204  HISTORY     - 1963     GOOD             CGS
 PU1204  HISTORY     - 19951116 GOOD             NGS
 PU1204
 PU1204                          STATION DESCRIPTION
 PU1204
 PU1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1204'1 MI E FROM NEWELL.
 PU1204'25.5 FEET EAST OF THE CENTER OF THE ROAD, 3.0 FEET WEST OF THE
 PU1204'EAST RIGHT-OF-WAY FENCE, 3 FEET LOWER IN ELEVATION THAN THE
 PU1204'STATION MARK, AND SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU1204'MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE
 PU1204'GROUND.
 PU1204
 PU1204                          STATION RECOVERY (1995)
 PU1204
 PU1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1204'1.6 KM (1.00 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1204'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, THENCE 0.5 KM (0.30 MI)
 PU1204'SOUTHERLY ALONG A DIRT ROAD, 8.7 M (28.5 FT) SOUTH OF TRIANGULATION
 PU1204'STATION NEWELL, 7.8 M (25.6 FT) EAST OF THE ROAD CENTER, 0.9 M (3.0
 PU1204'FT) WEST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND
 PU1204'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1202 ***********************************************************************
 PU1202  DESIGNATION -  NEWELL RM 2
 PU1202  PID         -  PU1202
 PU1202  STATE/COUNTY-  SD/BUTTE
 PU1202  COUNTRY     -  US
 PU1202  USGS QUAD   -  NEWELL (2017)
 PU1202
 PU1202                         *CURRENT SURVEY CONTROL
 PU1202  ______________________________________________________________________
 PU1202* NAD 83(1986) POSITION- 44 42 54.45   (N) 103 24 18.71   (W)   HD_HELD1
 PU1202* NAVD 88 ORTHO HEIGHT -   877.337 (meters)     2878.40  (feet) ADJUSTED
 PU1202  ______________________________________________________________________
 PU1202  GEOID HEIGHT    -        -16.401 (meters)                     GEOID18
 PU1202  DYNAMIC HEIGHT  -        877.117 (meters)     2877.67  (feet) COMP
 PU1202  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 PU1202
 PU1202  VERT ORDER      -  FIRST     CLASS II
 PU1202
 PU1202.The horizontal coordinates were determined by differentially corrected
 PU1202.hand held GPS observations or other comparable positioning techniques
 PU1202.and have an estimated accuracy of +/- 3 meters.
 PU1202
 PU1202.The orthometric height was determined by differential leveling and
 PU1202.adjusted by the NATIONAL GEODETIC SURVEY
 PU1202.in July 1998.
 PU1202
 PU1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1202.GEOID18 height accuracy estimate available here.
 PU1202
 PU1202.Click photographs - Photos may exist for this station.
 PU1202
 PU1202.The dynamic height is computed by dividing the NAVD 88
 PU1202.geopotential number by the normal gravity value computed on the
 PU1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1202.degrees latitude (g = 980.6199 gals.).
 PU1202
 PU1202.The modeled gravity was interpolated from observed gravity values.
 PU1202
 PU1202;                    North         East    Units  Estimated Accuracy
 PU1202;SPC SD N     -   103,659.9     330,275.2     MT  (+/- 3 meters HH1 GPS) 
 PU1202
 PU1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2631652542(NAD 83)
 PU1202
 PU1202                          SUPERSEDED SURVEY CONTROL
 PU1202
 PU1202  NAVD 88 (06/15/91)  877.195  (m)         2877.93   (f) SUPERSEDED  1 2
 PU1202  NGVD 29 (??/??/92)  876.723  (m)         2876.38   (f) ADJ UNCH    1 2
 PU1202
 PU1202.Superseded values are not recommended for survey control.
 PU1202
 PU1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1202.See file dsdata.pdf to determine how the superseded data were derived.
 PU1202
 PU1202_MARKER: DR = REFERENCE MARK DISK
 PU1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1202_STAMPING: NEWELL NO 2 1950
 PU1202_MARK LOGO: CGS
 PU1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1202+STABILITY: SURFACE MOTION
 PU1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1202+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1202
 PU1202  HISTORY     - Date     Condition        Report By
 PU1202  HISTORY     - 1950     MONUMENTED       CGS
 PU1202  HISTORY     - 1963     GOOD             CGS
 PU1202  HISTORY     - 19951116 GOOD             NGS
 PU1202
 PU1202                          STATION DESCRIPTION
 PU1202
 PU1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1202'1 MI E FROM NEWELL.
 PU1202'26.5 FEET EAST OF THE CENTER OF THE ROAD, 3.0 FEET WEST OF THE
 PU1202'EAST RIGHT-OF-WAY FENCE AND 1/2 FOOT LOWER IN ELEVATION THAN
 PU1202'THE STATION MARK, AND SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU1202'MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE
 PU1202'GROUND.
 PU1202
 PU1202                          STATION RECOVERY (1995)
 PU1202
 PU1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1202'1.6 KM (1.00 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1202'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, THENCE 0.5 KM (0.30 MI)
 PU1202'SOUTHERLY ALONG A DIRT ROAD, 8.8 M (28.9 FT) NORTH OF TRIANGULATION
 PU1202'STATION NEWELL, 8.1 M (26.6 FT) EAST OF THE ROAD CENTER, 0.9 M (3.0
 PU1202'FT) WEST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND
 PU1202'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0834 ***********************************************************************
 OQ0834  DESIGNATION -  NEWMAN
 OQ0834  PID         -  OQ0834
 OQ0834  STATE/COUNTY-  SD/MINNEHAHA
 OQ0834  COUNTRY     -  US
 OQ0834  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0834
 OQ0834                         *CURRENT SURVEY CONTROL
 OQ0834  ______________________________________________________________________
 OQ0834* NAD 83(1996) POSITION- 43 30 21.18708(N) 096 48 57.39198(W)   ADJUSTED
 OQ0834* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 OQ0834  ______________________________________________________________________
 OQ0834  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 OQ0834  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 OQ0834  HORZ ORDER      -  FIRST
 OQ0834
 OQ0834.The horizontal coordinates were established by classical geodetic methods
 OQ0834.and adjusted by the National Geodetic Survey in January 1998.
 OQ0834
 OQ0834.The orthometric height was scaled from a topographic map.
 OQ0834
 OQ0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0834.GEOID18 height accuracy estimate available here.
 OQ0834
 OQ0834.Click photographs - Photos may exist for this station.
 OQ0834
 OQ0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0834
 OQ0834. The following values were computed from the NAD 83(1996) position.
 OQ0834
 OQ0834;                    North         East     Units Scale Factor Converg.
 OQ0834;SPC SD S     -   136,281.626   884,336.321   MT  0.99990879   +2 25 35.3
 OQ0834;SPC SD S     -   447,117.30  2,901,360.08   sFT  0.99990879   +2 25 35.3
 OQ0834;UTM  14      - 4,819,312.154   676,553.832   MT  0.99998344   +1 30 14.2
 OQ0834
 OQ0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0834!SPC SD S     -   0.99993023  x   0.99990879  =   0.99983903
 OQ0834!UTM  14      -   0.99993023  x   0.99998344  =   0.99991367
 OQ0834
 OQ0834:                Primary Azimuth Mark                     Grid Az
 OQ0834:SPC SD S     -  NEWMAN AZ MK                             016 30 27.5
 OQ0834:UTM  14      -  NEWMAN AZ MK                             017 25 48.6
 OQ0834
 OQ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7655319312(NAD 83)
 OQ0834
 OQ0834|---------------------------------------------------------------------|
 OQ0834| PID    Reference Object                     Distance      Geod. Az  |
 OQ0834|                                                           dddmmss.s |
 OQ0834| CQ5941 NEWMAN RM 1                         186.233 METERS 00118     |
 OQ0834| CQ5940 NEWMAN AZ MK                                       0185602.8 |
 OQ0834| OQ0787 SIOUX FALLS MUN STANDPIPE           APPROX. 8.3 KM 0494655.8 |
 OQ0834| OQ0839 HARTFORD WATER TANK                 APPROX.16.8 KM 3210700.6 |
 OQ0834| CQ5942 NEWMAN RM 2                         217.932 METERS 32929     |
 OQ0834| OQ0826 CROOKS SWEDISH LUTH CH SPIRE        APPROX.17.4 KM 3494024.7 |
 OQ0834|---------------------------------------------------------------------|
 OQ0834
 OQ0834                          SUPERSEDED SURVEY CONTROL
 OQ0834
 OQ0834  NAD 83(1995)-  43 30 21.19028(N)    096 48 57.38521(W) AD(       ) 1
 OQ0834  NAD 83(1986)-  43 30 21.19101(N)    096 48 57.37303(W) AD(       ) 1
 OQ0834  NAD 27      -  43 30 21.28100(N)    096 48 56.18500(W) AD(       ) 1
 OQ0834
 OQ0834.Superseded values are not recommended for survey control.
 OQ0834
 OQ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0834.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0834
 OQ0834_MARKER: DS = TRIANGULATION STATION DISK
 OQ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0834_STAMPING: NEWMAN 1935
 OQ0834_MARK LOGO: CGS
 OQ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0834+STABILITY: SURFACE MOTION
 OQ0834
 OQ0834  HISTORY     - Date     Condition        Report By
 OQ0834  HISTORY     - 1935     MONUMENTED       CGS
 OQ0834  HISTORY     - 1956     GOOD             CGS
 OQ0834
 OQ0834                          STATION DESCRIPTION
 OQ0834
 OQ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0834'STATION IS LOCATED NEAR THE CENTER OF THE SOUTHEAST QUARTER SEC.
 OQ0834'34, T. 101 N., R. 50 W., ABOUT 1/4 MILE NORTH OF THE LINCOLN
 OQ0834'COUNTY LINE, 3 MILES SOUTH AND 4-1/2 MILES WEST OF THE BUSINESS
 OQ0834'DISTRICT OF SIOUX FALLS.  IT IS IN A CULTIVATED FIELD, ON PROPERTY
 OQ0834'OF SIOUX FALLS SAVINGS BANK.
 OQ0834'
 OQ0834'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 16 AND 77 IN SIOUX
 OQ0834'FALLS, GO WEST N U.S. HIGHWAY 16 FOR 3 MILES TO CROSSROADS,
 OQ0834'0.45 MILE WEST OF RADIO STATION KSOO, LEAVE U.S. HIGHWAY 16, TURN
 OQ0834'LEFT (SOUTH) AND GO 3 MILES TO T-FORK AND COUNTY LINE, TURN RIGHT
 OQ0834'(WEST) ALONG COUNTY LINE FOR 1.2 MILES, TURN RIGHT (NORTH) AND GO
 OQ0834'0.05 MILE TO FARM BUILDINGS, TURN LEFT AND GO THROUGH TWO GATES
 OQ0834'WEST OF HOUSE, THE SECOND OF WHICH LEADS INTO A CULTIVATED
 OQ0834'FIELD, THEN TURN RIGHT (NORTH) ALONG FENCE AND GO 0.15 MILE TO
 OQ0834'GATE AND FENCE CORNERS, CONTINUE NORTH ALONG FENCE 0.15 MILE TO
 OQ0834'STATION.  MARK IS SET 7.5 FEET WEST OF NORTH-SOUTH FENCE, AND
 OQ0834'612 FEET SOUTH OF FENCE CORNER.
 OQ0834'
 OQ0834'REFERENCE MARK NO. 1 IS 611 FEET NORTH OF STATION IN FENCE CORNER.
 OQ0834'
 OQ0834'REFERENCE MARK NO. 2 IS 715 FEET NORTH-NORTHWEST OF STATION IN
 OQ0834'EAST-WEST FENCE LINE.
 OQ0834'
 OQ0834'AZIMUTH MARK IS REACHED BY GOING FROM STATION TO EAST-WEST ROAD,
 OQ0834'TURN LEFT (EAST) AND GO 0.2 MILE, TURN LEFT (NORTH) AND GO
 OQ0834'0.1 MILE TO CROSSROADS, TURN LEFT (WEST) AND GO 0.1 MILE.  MARK
 OQ0834'IS SET IN EAST-WEST FENCE LINE, 30 FEET SOUTH OF CENTERLINE OF
 OQ0834'EAST-WEST ROAD.
 OQ0834
 OQ0834                          STATION RECOVERY (1956)
 OQ0834
 OQ0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 OQ0834'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 OQ0834'CONDITION.
 OQ0834'
 OQ0834'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1040 ***********************************************************************
 PT1040  DESIGNATION -  NEYE
 PT1040  PID         -  PT1040
 PT1040  STATE/COUNTY-  SD/STANLEY
 PT1040  COUNTRY     -  US
 PT1040  USGS QUAD   -  PIERRE (2017)
 PT1040
 PT1040                         *CURRENT SURVEY CONTROL
 PT1040  ______________________________________________________________________
 PT1040* NAD 83(1996) POSITION- 44 17 21.66385(N) 100 19 59.44506(W)   ADJUSTED
 PT1040* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 PT1040  ______________________________________________________________________
 PT1040  GEOID HEIGHT    -        -23.708 (meters)                     GEOID18
 PT1040  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 PT1040  HORZ ORDER      -  SECOND
 PT1040
 PT1040.The horizontal coordinates were established by classical geodetic methods
 PT1040.and adjusted by the National Geodetic Survey in January 1998.
 PT1040
 PT1040.The orthometric height was scaled from a topographic map.
 PT1040
 PT1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1040.GEOID18 height accuracy estimate available here.
 PT1040
 PT1040.Click photographs - Photos may exist for this station.
 PT1040
 PT1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1040
 PT1040. The following values were computed from the NAD 83(1996) position.
 PT1040
 PT1040;                    North         East     Units Scale Factor Converg.
 PT1040;SPC SD S     -   217,304.574   600,012.303   MT  0.99997545   +0 00 00.4
 PT1040;SPC SD S     -   712,940.09  1,968,540.36   sFT  0.99997545   +0 00 00.4
 PT1040;UTM  14      - 4,904,875.434   393,634.118   MT  0.99973914   -0 55 51.7
 PT1040
 PT1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1040!SPC SD S     -   0.99991617  x   0.99997545  =   0.99989162
 PT1040!UTM  14      -   0.99991617  x   0.99973914  =   0.99965533
 PT1040
 PT1040:                Primary Azimuth Mark                     Grid Az
 PT1040:SPC SD S     -  SYLVA                                    156 20 51.4
 PT1040:UTM  14      -  SYLVA                                    157 16 43.5
 PT1040
 PT1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9363404875(NAD 83)
 PT1040
 PT1040|---------------------------------------------------------------------|
 PT1040| PID    Reference Object                     Distance      Geod. Az  |
 PT1040|                                                           dddmmss.s |
 PT1040| CO6506 NEYE RM 2                            16.267 METERS 00414     |
 PT1040| CO6507 NEYE RM 3                                          06113     |
 PT1040| CO6505 NEYE RM 1                            19.845 METERS 12410     |
 PT1040| PT1034 SYLVA                               APPROX. 4.4 KM 1562051.8 |
 PT1040| CO6504 NEYE AZ MK                                         3480759.5 |
 PT1040| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX.15.0 KM 3533433.5 |
 PT1040|---------------------------------------------------------------------|
 PT1040
 PT1040                          SUPERSEDED SURVEY CONTROL
 PT1040
 PT1040  NAD 83(1986)-  44 17 21.66015(N)    100 19 59.44869(W) AD(       ) 2
 PT1040  NAD 27      -  44 17 21.72300(N)    100 19 57.97100(W) AD(       ) 2
 PT1040
 PT1040.Superseded values are not recommended for survey control.
 PT1040
 PT1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1040.See file dsdata.pdf to determine how the superseded data were derived.
 PT1040
 PT1040_MARKER: DD = SURVEY DISK
 PT1040_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT1040_MARK LOGO: CGS+SS
 PT1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1040
 PT1040  HISTORY     - Date     Condition        Report By
 PT1040  HISTORY     - 1934     MONUMENTED       SDGS
 PT1040  HISTORY     - 1945     GOOD             CGS
 PT1040  HISTORY     - 1973     POOR             USGS
 PT1040  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PT1040
 PT1040                          STATION DESCRIPTION
 PT1040
 PT1040'DESCRIBED BY SOUTH DAKOTA GEODETIC SURVEY 1934
 PT1040'STATION IS LOCATED IN THE NW 1/4 SE 1/4 SEC. 24, T. 110 N.,
 PT1040'R. 79 W.  IT IS ON A SLIGHT RISE ABOUT 347 FEET W OF THE CENTER
 PT1040'LINE OF THE HIGHWAY.  THE PROPERTY IS OWNED BY J.P. HOLTON.
 PT1040'NEYES HOUSE LIES ABOUT 2 MILES SE OF THE STATION.
 PT1040'
 PT1040'STATION MARK IS A U.S.C. AND G.S. AND STATE SURVEY MARKER SET
 PT1040'IN A REINFORCED CONCRETE POST.
 PT1040'
 PT1040'TO REACH STATION, FOLLOW U.S. HIGHWAY 83 S FROM THE STANLEY
 PT1040'COUNTY COURTHOUSE IN FORT PIERRE FOR ABOUT 5.1 MILES.
 PT1040
 PT1040                          STATION RECOVERY (1945)
 PT1040
 PT1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1040'STATION IS LOCATED ABOUT 5 MILES S OF THE CITY OF FORT PIERRE
 PT1040'AND ABOUT 400 FEET W OF U.S. HIGHWAY 83.  IT IS LOCATED NEAR
 PT1040'THE SUMMIT OF A SMALL KNOLL AND IN PASTURE LAND.
 PT1040'
 PT1040'THE MARK IS A PRECAST CONCRETE MARK THAT PROJECTS 10 INCHES
 PT1040'AND THE DISK IS A STANDARD U.S.C. AND G.S. AND STATE SURVEY
 PT1040'DISK.  THE DISK IS NOT STAMPED.
 PT1040'
 PT1040'REFERENCE MARK 1 IS 65.11 FEET SE OF THE STATION AND ABOUT 1
 PT1040'FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 PT1040'REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 PT1040'PROJECTS 7 INCHES AND THE DISK IS STAMPED USC AND GS AND SS
 PT1040'NO 1 1945.
 PT1040'
 PT1040'REFERENCE MARK 2 IS 53.37 FEET N OF THE STATION AND AT ABOUT
 PT1040'THE SAME ELEVATION AS THE STATION MARK.  IT IS A BRONZE REFERENCE
 PT1040'DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS 8 INCHES
 PT1040'AND THE DISK IS STAMPED USC AND GS AND SS NO 2 1945.
 PT1040'
 PT1040'AZIMUTH MARK IS 0.6 MILE NNW OF THE STATION, 39 FEET W OF THE
 PT1040'APPROXIMATE CENTER LINE OF U.S. HIGHWAY 83, 3-1/2 FEET S OF A
 PT1040'WOODEN WITNESS POST, AND 1 FOOT E OF A N-S FENCE LINE.  IT IS
 PT1040'A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.  THE
 PT1040'MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED USC AND GS AND SS
 PT1040'1945.
 PT1040'
 PT1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 PT1040'AND 14 IN THE CITY OF FORT PIERRE, GO S ON U.S. HIGHWAY 83
 PT1040'FOR 4.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PT1040'CONTINUE ON FOR 0.6 MILE TO A GRADED DIRT T-ROAD ON THE LEFT
 PT1040'AND A SIGN WHICH READS RED PLUM LAKE.  FROM THE DIRT T-ROAD GO
 PT1040'N ON U.S. HIGHWAY 83 FOR 0.1 MILE, THENCE TURN LEFT OFF HIGHWAY
 PT1040'AND GO W ON THE N SIDE OF A WIRE FENCE FOR 0.15 MILE TO A GAP
 PT1040'IN THE FENCE LINE, THEN TURN S AND GO 0.15 MILE IN A SE
 PT1040'DIRECTION TO THE SUMMIT OF A SMALL KNOLL AND STATION AS
 PT1040'DESCRIBED.
 PT1040'
 PT1040'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 PT1040
 PT1040                          STATION RECOVERY (1973)
 PT1040
 PT1040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WKM)
 PT1040'POST WITH CAP FOUND LAYING BY R.M. 2.
 PT1040'
 PT1040'R.M. 1 AND R.M. 2 APPEAR TO BE IN GOOD CONDITION.
 PT1040
 PT1040                          STATION RECOVERY (1975)
 PT1040
 PT1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PT1040'THE STATION MARK WAS FOUND BROKEN OFF ABOUT 1-FOOT BELOW GROUND
 PT1040'SURFACE, THE DISK WAS RECOVERED.  THERE WAS NO UNDERGROUND MARK
 PT1040'SET AT THIS STATION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED, IT
 PT1040'HAD BEEN PUSHED OVER BY FARM MACHINERY, THE DISK WAS RECOVERED.  THE
 PT1040'AZIMUTH MARK WAS NOT FOUND, APPARENTLY GRADED OUT DURING
 PT1040'CONSTRUCTION OF NEW HIGHWAY.  REFERENCE MARK NO. 2 WAS RECOVERED IN
 PT1040'GOOD CONDITION.  THE POSITION OF THE STATION MARK WAS
 PT1040'DETER-MINED AND AN UNDERGROUND STATION MARK WAS SET AT 4-FEET
 PT1040'BELOW GROUND SURFACE, A NEW SURFACE STATION MARK WAS PLUMBED OVER IT
 PT1040'AT 15-INCHES BELOW GROUND SURFACE.  REFERENCE MARK NO. 3 WAS SET.
 PT1040'STATION SYLVA CAN BE USED FOR AN AZIMUTH.
 PT1040'
 PT1040'A NEW DESCRIPTION FOLLOWS--
 PT1040'
 PT1040'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE CITY OF FORT
 PT1040'PIERRE, 0.25 MILE EAST OF THE NEW U.S. HIGHWAY 83, AND 400 FEET WEST
 PT1040'OF OLD U.S. HIGHWAY 83, ON THE TOP OF A HILL IN A CULTIVATED FIELD,
 PT1040'IN THE NW 1/4 OF THE SE 1/4 OF SEC. 24, T 110 N, R 79 W, OWNED BY
 PT1040'MR. JOE SCHOMER OF FORT PIERRE.
 PT1040'
 PT1040'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN FORT PIERRE, GO
 PT1040'SOUTH ON U.S. HIGHWAY 83 FOR 4.6 MILES TO A SIDE ROAD LEFT (OLD U.S.
 PT1040'HIGHWAY 83) TURN LEFT AND FOLLOW THE SIDE ROAD SOUTHERLY FOR 0.45
 PT1040'MILE TO A WIRE GATE ON THE LEFT AND REFERENCE MARK NO. 3 AS
 PT1040'DESCRIBED, THE STATION IS ON THE LOW HILL TO THE WEST.
 PT1040'
 PT1040'THE STATION MARK IS A STANDARD DISK STAMPED NEYE SDGS 1934 1975, SET
 PT1040'IN THE TOP OF A ROUND CONCRETE MONUMENT 15-INCHES BELOW GROUND
 PT1040'SURFACE.  IT IS ON THE HIGHEST PART OF THE HILL, 60 FEET SOUTH OF
 PT1040'THE TREATED WOOD POST SET NEAR REFERENCE MARK NO. 2.
 PT1040'
 PT1040'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED USC AND GS AND SS NO
 PT1040'2 1945, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PT1040'10-INCHES.  IT IS 2.3 FEET SOUTH OF THE WOODEN POST, AND 1.3 FEET
 PT1040'NORTHWEST OF THE METAL WITNESS POST.
 PT1040'
 PT1040'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NEYE SDGS 1934 1975,
 PT1040'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PT1040'IT IS 41 FEET EAST OF THE CENTER OF THE ROAD, 14 FEET SOUTH OF THE
 PT1040'CENTER OF THE FIELD ENTRANCE, 1.5 FEET WEST OF THE FENCE, AND 1.9
 PT1040'FEET NORTHWEST OF A METAL WITNESS POST.
 PT1040'
 PT1040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 PT1040'SOUTH OF FORT PIERRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2267 ***********************************************************************
 PU2267  DESIGNATION -  NINEMILE
 PU2267  PID         -  PU2267
 PU2267  STATE/COUNTY-  SD/MEADE
 PU2267  COUNTRY     -  US
 PU2267  USGS QUAD   -  VALE SE (2017)
 PU2267
 PU2267                         *CURRENT SURVEY CONTROL
 PU2267  ______________________________________________________________________
 PU2267* NAD 83(1996) POSITION- 44 32 43.47718(N) 103 17 09.23529(W)   ADJUSTED
 PU2267* NAVD 88 ORTHO HEIGHT -   919.    (meters)     3015.    (feet) SCALED
 PU2267  ______________________________________________________________________
 PU2267  GEOID HEIGHT    -        -16.549 (meters)                     GEOID18
 PU2267  LAPLACE CORR    -         -7.50  (seconds)                    DEFLEC18
 PU2267  HORZ ORDER      -  THIRD
 PU2267
 PU2267.The horizontal coordinates were established by classical geodetic methods
 PU2267.and adjusted by the National Geodetic Survey in January 1998.
 PU2267
 PU2267.The orthometric height was scaled from a topographic map.
 PU2267
 PU2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2267.GEOID18 height accuracy estimate available here.
 PU2267
 PU2267.Click photographs - Photos may exist for this station.
 PU2267
 PU2267.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2267
 PU2267. The following values were computed from the NAD 83(1996) position.
 PU2267
 PU2267;                    North         East     Units Scale Factor Converg.
 PU2267;SPC SD N     -    84,426.131   338,954.316   MT  0.99997783   -2 19 32.0
 PU2267;SPC SD N     -   276,988.06  1,112,052.62   sFT  0.99997783   -2 19 32.0
 PU2267;UTM  13      - 4,933,882.216   636,161.741   MT  0.99982800   +1 12 09.3
 PU2267
 PU2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2267!SPC SD N     -   0.99985844  x   0.99997783  =   0.99983628
 PU2267!UTM  13      -   0.99985844  x   0.99982800  =   0.99968647
 PU2267
 PU2267:                Primary Azimuth Mark                     Grid Az
 PU2267:SPC SD N     -  NINEMILE AZ MK                           188 45 17.8
 PU2267:UTM  13      -  NINEMILE AZ MK                           185 13 36.5
 PU2267
 PU2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3616133882(NAD 83)
 PU2267
 PU2267|---------------------------------------------------------------------|
 PU2267| PID    Reference Object                     Distance      Geod. Az  |
 PU2267|                                                           dddmmss.s |
 PU2267| CQ3609 NINEMILE RM 1                        18.643 METERS 06826     |
 PU2267| CQ3610 NINEMILE RM 2                        20.504 METERS 15133     |
 PU2267| CQ3608 NINEMILE AZ MK                                     1862545.8 |
 PU2267|---------------------------------------------------------------------|
 PU2267
 PU2267                          SUPERSEDED SURVEY CONTROL
 PU2267
 PU2267  NAD 83(1993)-  44 32 43.46963(N)    103 17 09.23645(W) AD(       ) 3
 PU2267  NAD 83(1986)-  44 32 43.46436(N)    103 17 09.23459(W) AD(       ) 3
 PU2267  NAD 27      -  44 32 43.52500(N)    103 17 07.57500(W) AD(       ) 3
 PU2267
 PU2267.Superseded values are not recommended for survey control.
 PU2267
 PU2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2267.See file dsdata.pdf to determine how the superseded data were derived.
 PU2267
 PU2267_MARKER: DS = TRIANGULATION STATION DISK
 PU2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2267_STAMPING: NINEMILE 1950
 PU2267_MARK LOGO: CGS
 PU2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2267+STABILITY: SURFACE MOTION
 PU2267
 PU2267  HISTORY     - Date     Condition        Report By
 PU2267  HISTORY     - 1950     MONUMENTED       CGS
 PU2267
 PU2267                          STATION DESCRIPTION
 PU2267
 PU2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2267'STATION IS LOCATED ON HIGHEST POINT IN VICINITY, ON A SECTION
 PU2267'LINE ROAD RIGHT-OF-WAY, ABOUT 14 MILES NORTHEAST OF STURGIS,
 PU2267'ABOUT 5 MILES NORTH OF BEAR BUTTE POST OFFICE, 49 FEET WEST
 PU2267'OF A WIRE FENCE, AND 31 FEET NORTHWEST OF CENTER OF TRACK ROAD.
 PU2267'
 PU2267'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON U.S.
 PU2267'HIGHWAY 24 AND 79 FOR 0.1 MILE TO THE JUNCTION OF THESE
 PU2267'HIGHWAYS.  TURN RIGHT AND GO EAST ON HIGHWAY 24 FOR 10.0 MILES
 PU2267'TO THE BRIDGE OVER BEAR BUTTE CREEK.  CONTINUE ON HIGHWAY
 PU2267'FOR 0.1 MILE TO A FORK.  BEAR LEFT, LEAVING HIGHWAY, AND
 PU2267'GO NORTH ON GRAVELED ROAD FOR 3.35 MILES TO A CROSS ROAD.  TURN
 PU2267'RIGHT AND GO EAST FOR 3.15 MILE TO A SIDE ROAD LEFT.  TURN
 PU2267'LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.0 MILE TO END OF
 PU2267'GRAVEL.  CONTINUE NORTH ON TRACK ROAD FOR 0.6 MILE TO AZIMUTH
 PU2267'MARK ON LEFT.  CONTINUE FOR 0.35 MILE TO STATION ON LEFT.
 PU2267'
 PU2267'STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED NINEMILE
 PU2267'1950.
 PU2267'
 PU2267'REFERENCE MARK NO.1 IS 22 FEET SOUTHEAST OF CENTER OF TRACK
 PU2267'ROAD AND 2 FEET NORTHWEST OF A WIRE FENCE.  IT PROJECTS 4
 PU2267'INCHES, AND THE DISK IS STAMPED NINEMILE NO 1 1950.
 PU2267'
 PU2267'REFERENCE MARK NO. 2 IS 12 FEET SOUTHEAST OF CENTER OF TRACK
 PU2267'ROAD AND 2 FEET NORTHWEST OF A WIRE FENCE.  IT PROJECTS 7
 PU2267'INCHES, AND THE DISK IS STAMPED NINEMILE NO 2 1950.
 PU2267'
 PU2267'AZIMUTH MARK IS 150 FEET SOUTH OF A FENCE CORNER, 50 FEET WEST
 PU2267'OF CENTER OF TRACK ROAD, AND 6 FEET WEST OF A WIRE FENCE.
 PU2267'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED NINEMILE 1950.
 PU2267'
 PU2267'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2267'CYLINDERS.
 PU2267'
 PU2267'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2361 ***********************************************************************
 PU2361  DESIGNATION -  NISLAND
 PU2361  PID         -  PU2361
 PU2361  STATE/COUNTY-  SD/BUTTE
 PU2361  COUNTRY     -  US
 PU2361  USGS QUAD   -  NISLAND (2017)
 PU2361
 PU2361                         *CURRENT SURVEY CONTROL
 PU2361  ______________________________________________________________________
 PU2361* NAD 83(1996) POSITION- 44 40 32.29548(N) 103 33 03.74295(W)   ADJUSTED
 PU2361* NAVD 88 ORTHO HEIGHT -   884.385 (meters)     2901.52  (feet) ADJUSTED
 PU2361  ______________________________________________________________________
 PU2361  GEOID HEIGHT    -        -16.014 (meters)                     GEOID18
 PU2361  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 PU2361  DYNAMIC HEIGHT  -        884.151 (meters)     2900.75  (feet) COMP
 PU2361  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 PU2361
 PU2361  HORZ ORDER      -  THIRD
 PU2361  VERT ORDER      -  FIRST     CLASS II
 PU2361
 PU2361.The horizontal coordinates were established by classical geodetic methods
 PU2361.and adjusted by the National Geodetic Survey in January 1998.
 PU2361
 PU2361.The orthometric height was determined by differential leveling and
 PU2361.adjusted by the NATIONAL GEODETIC SURVEY
 PU2361.in July 1998.
 PU2361
 PU2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2361.GEOID18 height accuracy estimate available here.
 PU2361
 PU2361.Click photographs - Photos may exist for this station.
 PU2361
 PU2361.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2361
 PU2361.The dynamic height is computed by dividing the NAVD 88
 PU2361.geopotential number by the normal gravity value computed on the
 PU2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2361.degrees latitude (g = 980.6199 gals.).
 PU2361
 PU2361.The modeled gravity was interpolated from observed gravity values.
 PU2361
 PU2361. The following values were computed from the NAD 83(1996) position.
 PU2361
 PU2361;                    North         East     Units Scale Factor Converg.
 PU2361;SPC SD N     -    99,772.589   318,537.945   MT  0.99996047   -2 30 47.5
 PU2361;SPC SD N     -   327,337.24  1,045,069.91   sFT  0.99996047   -2 30 47.5
 PU2361;UTM  13      - 4,947,939.978   614,842.886   MT  0.99976219   +1 01 07.9
 PU2361
 PU2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2361!SPC SD N     -   0.99986386  x   0.99996047  =   0.99982434
 PU2361!UTM  13      -   0.99986386  x   0.99976219  =   0.99962609
 PU2361
 PU2361:                Primary Azimuth Mark                     Grid Az
 PU2361:SPC SD N     -  BEAR                                     158 30 50.8
 PU2361:UTM  13      -  BEAR                                     154 58 55.4
 PU2361
 PU2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1484247939(NAD 83)
 PU2361
 PU2361|---------------------------------------------------------------------|
 PU2361| PID    Reference Object                     Distance      Geod. Az  |
 PU2361|                                                           dddmmss.s |
 PU2361| PU2358 NISLAND MUNICIPAL TANK                7.627 METERS 05918     |
 PU2361| AE3133 NISLAND RM 1                                       15058     |
 PU2361| PU2319 BEAR                                APPROX.24.3 KM 1560003.3 |
 PU2361| AE3132 NISLAND RM 2                                       22404     |
 PU2361|---------------------------------------------------------------------|
 PU2361
 PU2361                          SUPERSEDED SURVEY CONTROL
 PU2361
 PU2361  NAD 83(1993)-  44 40 32.28921(N)    103 33 03.74360(W) AD(       ) 3
 PU2361  NAD 83(1986)-  44 40 32.28428(N)    103 33 03.73912(W) AD(       ) 3
 PU2361  NAD 27      -  44 40 32.34330(N)    103 33 02.04570(W) AD(       ) 3
 PU2361
 PU2361.Superseded values are not recommended for survey control.
 PU2361
 PU2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2361.See file dsdata.pdf to determine how the superseded data were derived.
 PU2361
 PU2361_MARKER: DS = TRIANGULATION STATION DISK
 PU2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2361_STAMPING: NISLAND 1950
 PU2361_MARK LOGO: CGS
 PU2361_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2361+STABILITY: SURFACE MOTION
 PU2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2361+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU2361
 PU2361  HISTORY     - Date     Condition        Report By
 PU2361  HISTORY     - 1950     MONUMENTED       CGS
 PU2361  HISTORY     - 19951116 GOOD             NGS
 PU2361
 PU2361                          STATION DESCRIPTION
 PU2361
 PU2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2361'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF THE TOWN OF
 PU2361'NISLAND AT THE SITE OF THE NISLAND MUNIC. WATER TANK, 24.1 FEET
 PU2361'SOUTH OF THE NEAREST EDGE OF THE FEED PIPE OF THE TANK, 10
 PU2361'FEET WEST OF THE SOUTHWEST LEG OF THE TANK, AND 8.8 FEET SOUTH
 PU2361'OF A WITNESS POST.
 PU2361'
 PU2361'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE SOUTHWEST LEG
 PU2361'OF THE TANK.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2361'NISLAND NO 1 1950.
 PU2361'
 PU2361'REFERENCE MARK NO. 2 IS 50 FEET SOUTHWEST OF THE SOUTHWEST
 PU2361'LEG OF THE TANK.  IT PROJECTS 6 INCHES, AND THE DISK IS
 PU2361'STAMPED NISLAND NO 2 1950.
 PU2361'
 PU2361'BENCH MARK C 121 IS 110 FEET EAST OF THE CENTER OF A GRAVELED
 PU2361'ROAD, 45.4 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK,
 PU2361'24 FEET EAST OF A TELEPHONE POLE, AND 3.5 FEET WEST OF A
 PU2361'WITNESS POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2361'C 121 1934.
 PU2361'
 PU2361'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 PU2361'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK C
 PU2361'121 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 PU2361'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.
 PU2361
 PU2361                          STATION RECOVERY (1995)
 PU2361
 PU2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2361'IN NISLAND, 7.3 M (24.0 FT) SOUTHWEST OF THE STANDPIPE FOR THE
 PU2361'MUNICIPAL WATER TANK, 3.0 M (9.8 FT) WEST OF THE SOUTHWEST LEG OF THE
 PU2361'TANK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU2361'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2358 ***********************************************************************
 PU2358  DESIGNATION -  NISLAND MUNICIPAL TANK
 PU2358  PID         -  PU2358
 PU2358  STATE/COUNTY-  SD/BUTTE
 PU2358  COUNTRY     -  US
 PU2358  USGS QUAD   -  NISLAND (2017)
 PU2358
 PU2358                         *CURRENT SURVEY CONTROL
 PU2358  ______________________________________________________________________
 PU2358* NAD 83(1996) POSITION- 44 40 32.42164(N) 103 33 03.44523(W)   ADJUSTED
 PU2358  ______________________________________________________________________
 PU2358  GEOID HEIGHT    -        -16.014 (meters)                     GEOID18
 PU2358  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 PU2358  HORZ ORDER      -  THIRD
 PU2358
 PU2358.The horizontal coordinates were established by classical geodetic methods
 PU2358.and adjusted by the National Geodetic Survey in January 1998.
 PU2358
 PU2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2358.GEOID18 height accuracy estimate available here.
 PU2358
 PU2358.Click photographs - Photos may exist for this station.
 PU2358
 PU2358.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2358
 PU2358. The following values were computed from the NAD 83(1996) position.
 PU2358
 PU2358;                    North         East     Units Scale Factor Converg.
 PU2358;SPC SD N     -    99,776.192   318,544.667   MT  0.99996047   -2 30 47.3
 PU2358;SPC SD N     -   327,349.06  1,045,091.96   sFT  0.99996047   -2 30 47.3
 PU2358;UTM  13      - 4,947,943.987   614,849.371   MT  0.99976220   +1 01 08.1
 PU2358
 PU2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1484947943(NAD 83)
 PU2358
 PU2358                          SUPERSEDED SURVEY CONTROL
 PU2358
 PU2358  NAD 83(1993)-  44 40 32.41541(N)    103 33 03.44574(W) AD(       ) 3
 PU2358  NAD 83(1986)-  44 40 32.41091(N)    103 33 03.43982(W) AD(       ) 3
 PU2358  NAD 27      -  44 40 32.47100(N)    103 33 01.74400(W) AD(       ) 3
 PU2358
 PU2358.Superseded values are not recommended for survey control.
 PU2358
 PU2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2358.See file dsdata.pdf to determine how the superseded data were derived.
 PU2358
 PU2358_MARKER: 53 = ELEVATED TANK
 PU2358
 PU2358  HISTORY     - Date     Condition        Report By
 PU2358  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2358
 PU2358                          STATION DESCRIPTION
 PU2358
 PU2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2358'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF NISLAND,
 PU2358'AND ABOUT 100 YARDS SOUTH OF U.S. HIGHWAY NO. 212.
 PU2358'
 PU2358'THE TANK IS OF STANDARD CONSTRUCTION, AND IS SUPPORTED BY
 PU2358'FOUR STEEL TRUSS-WORK LEGS.  THE LEGS ARE PAINTED BLACK, AND
 PU2358'THE TANK PROPER IS PAINTED SILVER.  THE LETTERS NISLAND ARE
 PU2358'ON THE NORTH SIDE OF THE TANK PROPER, AND THERE IS A BALL AT
 PU2358'ITS APEX.  THE HEIGHT OVERALL IS APPROXIMATELY 80 FEET.  THE
 PU2358'POINT OBSERVED WAS THE TOP-CENTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1834 ***********************************************************************
 NM1834  DESIGNATION -  NIXON
 NM1834  PID         -  NM1834
 NM1834  STATE/COUNTY-  SD/UNION
 NM1834  COUNTRY     -  US
 NM1834  USGS QUAD   -  RICHLAND (2017)
 NM1834
 NM1834                         *CURRENT SURVEY CONTROL
 NM1834  ______________________________________________________________________
 NM1834* NAD 83(1996) POSITION- 42 48 54.09505(N) 096 37 32.50154(W)   ADJUSTED
 NM1834* NAVD 88 ORTHO HEIGHT -   403.    (meters)     1322.    (feet) SCALED
 NM1834  ______________________________________________________________________
 NM1834  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 NM1834  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 NM1834  HORZ ORDER      -  SECOND
 NM1834
 NM1834.The horizontal coordinates were established by classical geodetic methods
 NM1834.and adjusted by the National Geodetic Survey in January 1998.
 NM1834
 NM1834.The orthometric height was scaled from a topographic map.
 NM1834
 NM1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1834.GEOID18 height accuracy estimate available here.
 NM1834
 NM1834.Click photographs - Photos may exist for this station.
 NM1834
 NM1834.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1834
 NM1834. The following values were computed from the NAD 83(1996) position.
 NM1834
 NM1834;                    North         East     Units Scale Factor Converg.
 NM1834;SPC SD S     -    60,279.677   903,130.357   MT  1.00000438   +2 33 27.8
 NM1834;SPC SD S     -   197,767.57  2,963,020.18   sFT  1.00000438   +2 33 27.8
 NM1834;UTM  14      - 4,743,008.359   694,109.531   MT  1.00006356   +1 36 51.0
 NM1834
 NM1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1834!SPC SD S     -   0.99994079  x   1.00000438  =   0.99994517
 NM1834!UTM  14      -   0.99994079  x   1.00006356  =   1.00000435
 NM1834
 NM1834:                Primary Azimuth Mark                     Grid Az
 NM1834:SPC SD S     -  NIXON AZ MK                              354 59 08.9
 NM1834:UTM  14      -  NIXON AZ MK                              355 55 45.7
 NM1834
 NM1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9410943008(NAD 83)
 NM1834
 NM1834|---------------------------------------------------------------------|
 NM1834| PID    Reference Object                     Distance      Geod. Az  |
 NM1834|                                                           dddmmss.s |
 NM1834| CO3353 NIXON RM 1                           13.332 METERS 18222     |
 NM1834| CO3354 NIXON RM 2                           14.530 METERS 35509     |
 NM1834| CO3352 NIXON AZ MK                                        3573236.7 |
 NM1834|---------------------------------------------------------------------|
 NM1834
 NM1834                          SUPERSEDED SURVEY CONTROL
 NM1834
 NM1834  NAD 83(1995)-  42 48 54.09529(N)    096 37 32.50123(W) AD(       ) 2
 NM1834  NAD 83(1986)-  42 48 54.09927(N)    096 37 32.49612(W) AD(       ) 2
 NM1834  NAD 27      -  42 48 54.12200(N)    096 37 31.38300(W) AD(       ) 2
 NM1834
 NM1834.Superseded values are not recommended for survey control.
 NM1834
 NM1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1834.See file dsdata.pdf to determine how the superseded data were derived.
 NM1834
 NM1834_MARKER: DS = TRIANGULATION STATION DISK
 NM1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1834_STAMPING: NIXON 1949
 NM1834_MARK LOGO: CGS
 NM1834_PROJECTION: FLUSH
 NM1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1834+STABILITY: SURFACE MOTION
 NM1834
 NM1834  HISTORY     - Date     Condition        Report By
 NM1834  HISTORY     - 1949     MONUMENTED       CGS
 NM1834
 NM1834                          STATION DESCRIPTION
 NM1834
 NM1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1834'STATION IS LOCATED ABOUT 4 MILES WEST SOUTHWEST OF AKRON
 NM1834'AND 1-1/2 MILES WEST OF THE BIG SIOUX RIVER ON THE WEST
 NM1834'EDGE OF A CULTIVATED FIELD.  STATION IS 41 FEET EAST OF THE
 NM1834'APPROXIMATE CENTERLINE OF A GRAVEL ROAD AND 4 FEET EAST OF
 NM1834'FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 NM1834'IS STAMPED NIXON 1949.
 NM1834'
 NM1834'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE APPROXIMATE
 NM1834'CENTERLINE OF ROAD, AND 0.5 FOOT EAST OF FENCELINE.  THE
 NM1834'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NIXON
 NM1834'NO 1 1949.
 NM1834'
 NM1834'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE CENTERLINE OF
 NM1834'ROAD AND IN FENCELINE.  THE MARK IS FLUSH WITH THE GROUND
 NM1834'AND THE DISK IS STAMPED NIXON NO 2 1949.
 NM1834'
 NM1834'AZIMUTH MARK IS 46 FEET WEST OF THE APPROXIMATE CENTERLINE
 NM1834'OF GRAVEL ROAD, 35 FEET NORTH OF THE APPROXIMATE CENTERLINE
 NM1834'OF GRAVEL ROAD, 14 FEET WEST OF A TELEPHONE POLE, 12 FEET
 NM1834'WEST OF FENCECORNER AND IS IN FENCELINE.  THE MARK IS FLUSH
 NM1834'WITH THE GROUND AND THE DISK IS STAMPED NIXON 1949.
 NM1834'
 NM1834'TO REACH FROM THE POST OFFICE IN AKRON GO WEST ON THE MAIN
 NM1834'STREET CROSSING RAILROAD TRACKS AND BRIDGE AND CONTINUE
 NM1834'NORTHERLY FOR 1.9 MILES TO COUNTY ROUTE 3.  TURN LEFT AND GO
 NM1834'WEST ON COUNTY ROUTE 3 FOR 3.0 MILES TO CROSSROADS.  TURN
 NM1834'LEFT AND GO SOUTH FOR 2.0 MILES TO CROSSROADS AND AZIMUTH
 NM1834'MARK IN NORTHWEST CORNER AS DESCRIBED.  CONTINUE SOUTH FOR
 NM1834'0.5 MILE TO TOP OF GRADE AND STATION ON HIGH BANK ON LEFT OR
 NM1834'EAST SIDE OF ROAD AS DESCRIBED.
 NM1834'
 NM1834'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0338 ***********************************************************************
 QS0338  DESIGNATION -  NN 307
 QS0338  PID         -  QS0338
 QS0338  STATE/COUNTY-  SD/CORSON
 QS0338  COUNTRY     -  US
 QS0338  USGS QUAD   -  MAHTO (2017)
 QS0338
 QS0338                         *CURRENT SURVEY CONTROL
 QS0338  ______________________________________________________________________
 QS0338* NAD 83(1986) POSITION- 45 46 49.     (N) 100 43 05.     (W)   SCALED
 QS0338* NAVD 88 ORTHO HEIGHT -   571.598 (meters)     1875.32  (feet) ADJUSTED
 QS0338  ______________________________________________________________________
 QS0338  GEOID HEIGHT    -        -21.238 (meters)                     GEOID18
 QS0338  DYNAMIC HEIGHT  -        571.555 (meters)     1875.18  (feet) COMP
 QS0338  MODELED GRAVITY -    980,523.3   (mgal)                       NAVD 88
 QS0338
 QS0338  VERT ORDER      -  SECOND    CLASS 0
 QS0338
 QS0338.The horizontal coordinates were scaled from a map and have
 QS0338.an estimated accuracy of +/- 6 seconds.
 QS0338
 QS0338.The orthometric height was determined by differential leveling and
 QS0338.adjusted by the NATIONAL GEODETIC SURVEY
 QS0338.in June 1991.
 QS0338
 QS0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0338.GEOID18 height accuracy estimate available here.
 QS0338
 QS0338.Click photographs - Photos may exist for this station.
 QS0338
 QS0338.The dynamic height is computed by dividing the NAVD 88
 QS0338.geopotential number by the normal gravity value computed on the
 QS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0338.degrees latitude (g = 980.6199 gals.).
 QS0338
 QS0338.The modeled gravity was interpolated from observed gravity values.
 QS0338
 QS0338;                    North         East    Units  Estimated Accuracy
 QS0338;SPC SD N     -   216,610.      544,160.      MT  (+/- 180 meters Scaled)
 QS0338
 QS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR664710(NAD 83)
 QS0338
 QS0338                          SUPERSEDED SURVEY CONTROL
 QS0338
 QS0338  NGVD 29 (??/??/92)  571.197  (m)         1874.00   (f) ADJ UNCH    2 0
 QS0338
 QS0338.Superseded values are not recommended for survey control.
 QS0338
 QS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0338.See file dsdata.pdf to determine how the superseded data were derived.
 QS0338
 QS0338_MARKER: DB = BENCH MARK DISK
 QS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0338_STAMPING: NN 307 1945
 QS0338_MARK LOGO: CGS
 QS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0338+STABILITY: SURFACE MOTION
 QS0338
 QS0338  HISTORY     - Date     Condition        Report By
 QS0338  HISTORY     - 1945     MONUMENTED       CGS
 QS0338
 QS0338                          STATION DESCRIPTION
 QS0338
 QS0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0338'2.4 MI NW FROM MAHTO.
 QS0338'2.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0338'PACIFIC RAILROAD FROM THE STATION AT MAHTO, CORSON COUNTY, 48.5
 QS0338'FEET NORTHEAST OF THE NINTH POLE WEST OF MILEPOST 830, 28.6 FEET
 QS0338'SOUTH OF THE CENTER LINE OF THE TRACK, 29.6 FEET SOUTHEAST OF A
 QS0338'WHISTLE POST, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 QS0338'WITH THE TRACK.  A STANDARD DISK, STAMPED NN 307 1945 AND SET IN
 QS0338'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0308 ***********************************************************************
 OQ0308  DESIGNATION -  NN 344
 OQ0308  PID         -  OQ0308
 OQ0308  STATE/COUNTY-  SD/MINNEHAHA
 OQ0308  COUNTRY     -  US
 OQ0308  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0308
 OQ0308                         *CURRENT SURVEY CONTROL
 OQ0308  ______________________________________________________________________
 OQ0308* NAD 83(1986) POSITION- 43 49 05.     (N) 096 43 45.     (W)   SCALED
 OQ0308* NAVD 88 ORTHO HEIGHT -   454.217 (meters)     1490.21  (feet) ADJUSTED
 OQ0308  ______________________________________________________________________
 OQ0308  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 OQ0308  DYNAMIC HEIGHT  -        454.110 (meters)     1489.86  (feet) COMP
 OQ0308  MODELED GRAVITY -    980,369.6   (mgal)                       NAVD 88
 OQ0308
 OQ0308  VERT ORDER      -  FIRST     CLASS II
 OQ0308
 OQ0308.The horizontal coordinates were scaled from a map and have
 OQ0308.an estimated accuracy of +/- 6 seconds.
 OQ0308
 OQ0308.The orthometric height was determined by differential leveling and
 OQ0308.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0308.in June 1991.
 OQ0308
 OQ0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0308.GEOID18 height accuracy estimate available here.
 OQ0308
 OQ0308.Click photographs - Photos may exist for this station.
 OQ0308
 OQ0308.The dynamic height is computed by dividing the NAVD 88
 OQ0308.geopotential number by the normal gravity value computed on the
 OQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0308.degrees latitude (g = 980.6199 gals.).
 OQ0308
 OQ0308.The modeled gravity was interpolated from observed gravity values.
 OQ0308
 OQ0308;                    North         East    Units  Estimated Accuracy
 OQ0308;SPC SD S     -   171,230.      889,840.      MT  (+/- 180 meters Scaled)
 OQ0308
 OQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP826541(NAD 83)
 OQ0308
 OQ0308                          SUPERSEDED SURVEY CONTROL
 OQ0308
 OQ0308  NGVD 29 (??/??/92)  453.943  (m)         1489.31   (f) ADJ UNCH    1 2
 OQ0308
 OQ0308.Superseded values are not recommended for survey control.
 OQ0308
 OQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0308.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0308
 OQ0308_MARKER: DB = BENCH MARK DISK
 OQ0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0308_SP_SET: ABUTMENT
 OQ0308_STAMPING: NN 344 1949
 OQ0308_MARK LOGO: CGS
 OQ0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0308
 OQ0308  HISTORY     - Date     Condition        Report By
 OQ0308  HISTORY     - 1949     MONUMENTED       CGS
 OQ0308
 OQ0308                          STATION DESCRIPTION
 OQ0308
 OQ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0308'1 MI SW FROM DELL RAPIDS.
 OQ0308'1.0 MILE SOUTHWEST ALONG THE CHICAGO MILWAUKEE ST. PAUL AND
 OQ0308'PACIFIC RAILROAD FROM THE RAILROAD STATION AT DELL RAPIDS, AT
 OQ0308'BRIDGE NO. T 822 OVER THE BIG SIOUX RIVER, 6 FEET BELOW THE
 OQ0308'TRACK LEVEL, 5.6 FEET WEST OF THE WEST RAIL OF THE TRACK, AND SET
 OQ0308'IN THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0820 ***********************************************************************
 OR0820  DESIGNATION -  NO 2
 OR0820  PID         -  OR0820
 OR0820  STATE/COUNTY-  SD/GREGORY
 OR0820  COUNTRY     -  US
 OR0820  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0820
 OR0820                         *CURRENT SURVEY CONTROL
 OR0820  ______________________________________________________________________
 OR0820* NAD 83(1996) POSITION- 43 01 51.06712(N) 098 33 35.84935(W)   ADJUSTED
 OR0820* NAVD 88 ORTHO HEIGHT -   498.    (meters)     1634.    (feet) SCALED
 OR0820  ______________________________________________________________________
 OR0820  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 OR0820  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 OR0820  HORZ ORDER      -  THIRD
 OR0820
 OR0820.The horizontal coordinates were established by classical geodetic methods
 OR0820.and adjusted by the National Geodetic Survey in January 1998.
 OR0820
 OR0820.The orthometric height was scaled from a topographic map.
 OR0820
 OR0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0820.GEOID18 height accuracy estimate available here.
 OR0820
 OR0820.Click photographs - Photos may exist for this station.
 OR0820
 OR0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0820
 OR0820. The following values were computed from the NAD 83(1996) position.
 OR0820
 OR0820;                    North         East     Units Scale Factor Converg.
 OR0820;SPC SD S     -    79,031.315   744,513.465   MT  0.99995909   +1 13 24.1
 OR0820;SPC SD S     -   259,288.57  2,442,624.59   sFT  0.99995909   +1 13 24.1
 OR0820;UTM  14      - 4,764,334.807   535,849.160   MT  0.99961581   +0 18 01.0
 OR0820
 OR0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0820!SPC SD S     -   0.99992597  x   0.99995909  =   0.99988506
 OR0820!UTM  14      -   0.99992597  x   0.99961581  =   0.99954180
 OR0820
 OR0820:                Primary Azimuth Mark                     Grid Az
 OR0820:SPC SD S     -  NO 2 AZ MK                               124 46 11.6
 OR0820:UTM  14      -  NO 2 AZ MK                               125 41 34.7
 OR0820
 OR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3584964334(NAD 83)
 OR0820
 OR0820|---------------------------------------------------------------------|
 OR0820| PID    Reference Object                     Distance      Geod. Az  |
 OR0820|                                                           dddmmss.s |
 OR0820| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX. 6.9 KM 0562450.2 |
 OR0820| NN0813 MARTY ST PAULS CATH CHURCH          APPROX.11.6 KM 1111208.9 |
 OR0820| NN0812 MARTY ST PAULS MISSION TANK         APPROX.11.6 KM 1113346.0 |
 OR0820| NN0811 MARTY ST PAULS MISSION PWR STK      APPROX.11.6 KM 1115529.7 |
 OR0820| OR0319 NO 2 AZ MK                                         1255935.7 |
 OR0820| CO3358 NO 2 RM 1                             4.850 METERS 16425     |
 OR0820| CO3359 NO 2 RM 2                             7.711 METERS 31830     |
 OR0820|---------------------------------------------------------------------|
 OR0820
 OR0820                          SUPERSEDED SURVEY CONTROL
 OR0820
 OR0820  NAD 83(1995)-  43 01 51.06716(N)    098 33 35.84935(W) AD(       ) 3
 OR0820  NAD 83(1986)-  43 01 51.07733(N)    098 33 35.85710(W) AD(       ) 3
 OR0820  NAD 27      -  43 01 51.09900(N)    098 33 34.56200(W) AD(       ) 3
 OR0820
 OR0820.Superseded values are not recommended for survey control.
 OR0820
 OR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0820.See file dsdata.pdf to determine how the superseded data were derived.
 OR0820
 OR0820_MARKER: DD = SURVEY DISK
 OR0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0820_MARK LOGO: USACE
 OR0820_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0820+STABILITY: SURFACE MOTION
 OR0820
 OR0820  HISTORY     - Date     Condition        Report By
 OR0820  HISTORY     - 1948     MONUMENTED       USACE
 OR0820
 OR0820                          STATION DESCRIPTION
 OR0820
 OR0820'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (MEW)
 OR0820'STATION IS ON A LOW KNOB OVERLOOKING THE MISSOURI RIVER ABOUT
 OR0820'14 MILES NORTH OF BRISTOW AND 3 MILES SOUTHWEST OF PICKSTOWN.
 OR0820'STATION IS 4 FEET SOUTH OF WITNESS POST AND THE MARK IS A
 OR0820'STANDARD U.S.E.D. DISK SET IN AN 8 INCH SQUARE CONCRETE POST
 OR0820'PROJECTING ABOUT 2 INCHES.
 OR0820'
 OR0820'REFERENCE MARK NO. 1 IS 15.91 FEET SOUTH SOUTHEAST OF STATION.
 OR0820'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 OR0820'NO 2 USED NO 1 1948.  DUE TO THE NEARNESS OF MARK TO STATION
 OR0820'IT WAS IMPOSSIBLE TO BRING IT INTO FOCUS SO THE DIRECTION
 OR0820'FOR DEGREES AND MINUTES WAS DETERMINED BY USING POINTER ON
 OR0820'INSTRUMENT.
 OR0820'
 OR0820'REFERENCE MARK NO. 2 IS 25.30 FEET NORTHWEST OF STATION.
 OR0820'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 OR0820'NO 2 USED NO 2 1948.
 OR0820'
 OR0820'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHEAST OF STATION
 OR0820'ON TOP OF A HILL ABOUT 0.05 MILE NORTH OF ROAD AND 4 FEET
 OR0820'WEST OF WITNESS POST.  THE MARK IS A STANDARD DISK SET ON A
 OR0820'3 INCH PIPE WHICH PROJECTS ABOUT 8 INCHES AND IS STAMPED
 OR0820'NO 2 USED 1948.
 OR0820'
 OR0820'TO REACH FROM THE POST OFFICE IN BRISTOW GO NORTH ON GRAVEL
 OR0820'ROAD FOR 7.2 MILES TO CROSS ROADS.  CONTINUE NORTH 1 MILE TO
 OR0820'CROSSROADS.  TURN RIGHT AND FOLLOW MAIN ROAD EAST AND NORTHERLY
 OR0820'FOR 5.95 MILES TO SCHOOLHOUSE ON LEFT.  CONTINUE 0.4 MILE
 OR0820'TO TRACK ROAD LEFT WHERE MAIN ROAD STARTS DOWN HILL.  FOLLOW
 OR0820'TRACK ROAD LEFT ACROSS HILLS FOR 0.5 MILE TO STATION AS
 OR0820'DESCRIBED.
 OR0820'
 OR0820'*TO REACH AZIMUTH FROM THIS POINT GO DOWN GRADE FOR 0.25 MILE
 OR0820'TO END OF CUT.  TURN LEFT LEAVING ROAD AND GO UP STEEP HILL
 OR0820'IN FIELD FOR 0.05 MILE TO AZIMUTH MARK AS DESCRIBED.
 OR0820'
 OR0820'A 4 FOOT SIGNAL AT STATION WHITE SWAN 2 1945 IS VISIBLE FROM
 OR0820'THE GROUND.
 OR0820'
 OR0820'A 4 FOOT SIGNAL AT STATION 0+00 (USED) IS VISIBLE FROM THE
 OR0820'GROUND.
 OR0820'
 OR0820'A 4 FOOT SIGNAL AT STATION MARTY IS VISIBLE FROM THE GROUND.
 OR0820'
 OR0820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0319 ***********************************************************************
 OR0319  DESIGNATION -  NO 2 AZ MK
 OR0319  PID         -  OR0319
 OR0319  STATE/COUNTY-  SD/GREGORY
 OR0319  COUNTRY     -  US
 OR0319  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0319
 OR0319                         *CURRENT SURVEY CONTROL
 OR0319  ______________________________________________________________________
 OR0319* NAD 83(1986) POSITION- 43 01 36.     (N) 098 33 07.     (W)   SCALED
 OR0319* NAVD 88 ORTHO HEIGHT -   485.914 (meters)     1594.20  (feet) ADJUSTED
 OR0319  ______________________________________________________________________
 OR0319  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0319  DYNAMIC HEIGHT  -        485.749 (meters)     1593.66  (feet) COMP
 OR0319  MODELED GRAVITY -    980,266.3   (mgal)                       NAVD 88
 OR0319
 OR0319  VERT ORDER      -  SECOND    CLASS 0
 OR0319
 OR0319.The horizontal coordinates were scaled from a map and have
 OR0319.an estimated accuracy of +/- 6 seconds.
 OR0319
 OR0319.The orthometric height was determined by differential leveling and
 OR0319.adjusted by the NATIONAL GEODETIC SURVEY
 OR0319.in June 1991.
 OR0319
 OR0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0319.GEOID18 height accuracy estimate available here.
 OR0319
 OR0319.Click photographs - Photos may exist for this station.
 OR0319
 OR0319.The dynamic height is computed by dividing the NAVD 88
 OR0319.geopotential number by the normal gravity value computed on the
 OR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0319.degrees latitude (g = 980.6199 gals.).
 OR0319
 OR0319.The modeled gravity was interpolated from observed gravity values.
 OR0319
 OR0319;                    North         East    Units  Estimated Accuracy
 OR0319;SPC SD S     -    78,580.      745,180.      MT  (+/- 180 meters Scaled)
 OR0319
 OR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN365638(NAD 83)
 OR0319
 OR0319                          SUPERSEDED SURVEY CONTROL
 OR0319
 OR0319  NGVD 29 (??/??/92)  485.62   (m)         1593.2    (f) COMPUTED    2 0
 OR0319
 OR0319.Superseded values are not recommended for survey control.
 OR0319
 OR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0319.See file dsdata.pdf to determine how the superseded data were derived.
 OR0319
 OR0319_MARKER: DZ = AZIMUTH MARK DISK
 OR0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0319_STAMPING: NO 2 USED 1948
 OR0319_MARK LOGO: CGS
 OR0319_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0319_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0319
 OR0319  HISTORY     - Date     Condition        Report By
 OR0319  HISTORY     - 1948     MONUMENTED       CGS
 OR0319  HISTORY     - 1949     GOOD             CGS
 OR0319
 OR0319                          STATION DESCRIPTION
 OR0319
 OR0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0319'14.6 MI N FROM BRISTOW.
 OR0319'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0319'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE
 OR0319'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A
 OR0319'DIRT ROAD, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.2
 OR0319'MILES NORTHEAST ALONG A DIRT ROAD, ON TOP OF THE MOST WESTERLY
 OR0319'ONE OF TWO HILLS WHICH ARE WEST OF A T ROAD JUNCTION, 0.2 MILE
 OR0319'WEST OF THE ROAD JUNCTION, 272.0 FEET NORTH OF THE CENTER LINE
 OR0319'OF THE MAIN ROAD, 4.3 FEET WEST OF A WITNESS POST, SET ON THE
 OR0319'TOP OF A 3 INCH IRON PIPE WHICH IS FILLED WITH CONCRETE AND
 OR0319'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0823 ***********************************************************************
 OR0823  DESIGNATION -  NO 7
 OR0823  PID         -  OR0823
 OR0823  STATE/COUNTY-  SD/CHARLES MIX
 OR0823  COUNTRY     -  US
 OR0823  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0823
 OR0823                         *CURRENT SURVEY CONTROL
 OR0823  ______________________________________________________________________
 OR0823* NAD 83(1996) POSITION- 43 06 27.90363(N) 098 41 13.22607(W)   ADJUSTED
 OR0823* NAVD 88 ORTHO HEIGHT -   513.    (meters)     1683.    (feet) SCALED
 OR0823  ______________________________________________________________________
 OR0823  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 OR0823  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 OR0823  HORZ ORDER      -  SECOND
 OR0823
 OR0823.The horizontal coordinates were established by classical geodetic methods
 OR0823.and adjusted by the National Geodetic Survey in January 1998.
 OR0823
 OR0823.The orthometric height was scaled from a topographic map.
 OR0823
 OR0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0823.GEOID18 height accuracy estimate available here.
 OR0823
 OR0823.Click photographs - Photos may exist for this station.
 OR0823
 OR0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0823
 OR0823. The following values were computed from the NAD 83(1996) position.
 OR0823
 OR0823;                    North         East     Units Scale Factor Converg.
 OR0823;SPC SD S     -    87,359.115   733,992.241   MT  0.99994633   +1 08 08.6
 OR0823;SPC SD S     -   286,610.70  2,408,106.21   sFT  0.99994633   +1 08 08.6
 OR0823;UTM  14      - 4,772,828.011   525,466.908   MT  0.99960798   +0 12 50.0
 OR0823
 OR0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0823!SPC SD S     -   0.99992363  x   0.99994633  =   0.99986996
 OR0823!UTM  14      -   0.99992363  x   0.99960798  =   0.99953164
 OR0823
 OR0823:                Primary Azimuth Mark                     Grid Az
 OR0823:SPC SD S     -  NO 7 AZ MK                               180 51 32.4
 OR0823:UTM  14      -  NO 7 AZ MK                               181 46 51.0
 OR0823
 OR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2546672828(NAD 83)
 OR0823
 OR0823|---------------------------------------------------------------------|
 OR0823| PID    Reference Object                     Distance      Geod. Az  |
 OR0823|                                                           dddmmss.s |
 OR0823| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX.16.8 KM 1061749.3 |
 OR0823| CO3360 NO 7 AZ MK                                         1815941.0 |
 OR0823| CO3361 NO 7 RM 1                            42.611 METERS 22554     |
 OR0823| CO3362 NO 7 RM 2                            49.990 METERS 32139     |
 OR0823|---------------------------------------------------------------------|
 OR0823
 OR0823                          SUPERSEDED SURVEY CONTROL
 OR0823
 OR0823  NAD 83(1995)-  43 06 27.90377(N)    098 41 13.22605(W) AD(       ) 2
 OR0823  NAD 83(1986)-  43 06 27.91281(N)    098 41 13.23529(W) AD(       ) 2
 OR0823  NAD 27      -  43 06 27.94000(N)    098 41 11.92900(W) AD(       ) 2
 OR0823
 OR0823.Superseded values are not recommended for survey control.
 OR0823
 OR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0823.See file dsdata.pdf to determine how the superseded data were derived.
 OR0823
 OR0823_MARKER: DD = SURVEY DISK
 OR0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0823_MARK LOGO: USACE
 OR0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0823+STABILITY: SURFACE MOTION
 OR0823
 OR0823  HISTORY     - Date     Condition        Report By
 OR0823  HISTORY     - 1948     MONUMENTED       USACE
 OR0823
 OR0823                          STATION DESCRIPTION
 OR0823
 OR0823'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (MEW)
 OR0823'STATION IS LOCATED ON A LOW POINT OF A PASTURE RIDGE ABOUT
 OR0823'9 MILES WEST SOUTHWEST OF LAKE ANDES AND 1-1/2 MILES NORTH
 OR0823'OF THE MISSOURI RIVER.  STATION IS 102 FEET EAST OF A FENCELINE.
 OR0823'THE MARK IS A STANDARD U.S.E.D. DISK SET IN TOP OF A CONCRETE
 OR0823'POST AND IS FLUSH WITH THE GROUND.  THERE IS NO STAMPING ON
 OR0823'THE DISK.
 OR0823'
 OR0823'REFERENCE MARK NO. 1 IS 139.80 FEET SOUTHWEST OF STATION
 OR0823'AND IS IN FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 OR0823'THE DISK IS STAMPED NO 7 USED NO 1 1948.
 OR0823'
 OR0823'REFERENCE MARK NO. 2 IS 164.01 FEET NORTHWEST OF STATION
 OR0823'AND IS IN FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 OR0823'THE DISK IS STAMPED NO 7 USED NO 2 1948.
 OR0823'
 OR0823'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH OF STATION,
 OR0823'46 FEET SOUTHWEST OF INTERSECTION OF DIRT CROSSROADS, 9 FEET
 OR0823'WEST OF FENCECORNER, 4 FEET
 OR0823'NORTH NORTHWEST OF TELEPHONE POLE AND IS IN FENCELINE.
 OR0823'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 OR0823'NO 7 USED 1948.
 OR0823'
 OR0823'TO REACH FROM LAKE ANDES GO WEST ON U.S. HIGHWAY 18 AND
 OR0823'STATE HIGHWAY 50 FOR 8.95 MILES TO JUNCTION WHERE STATE HIGHWAY
 OR0823'50 TURNS NORTH.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 18
 OR0823'FOR 1 MILE TO CROSSROADS WHERE U.S. HIGHWAY 18 TURNS WEST.
 OR0823'CONTINUE STRAIGHT AHEAD FOR 3.65 MILES TO WHERE MAIN ROADS
 OR0823'TURNS LEFT.  TURN LEFT AND FOLLOW MAIN ROAD EAST, SOUTH AND
 OR0823'EAST FOR 2 MILES TO CROSSROADS AND AZIMUTH MARK IN SOUTHWEST
 OR0823'CORNER AS DESCRIBED.  TURN LEFT AND GO NORTH ON TRACK ROAD
 OR0823'ALONG WEST SIDE OF FENCE FOR 0.5 MILE TO EAST-WEST FENCE.
 OR0823'CROSS FENCE AND CONTINUE NORTH FOR 0.2 MILE TO TOP OF HILL.
 OR0823'CROSS NORTH-SOUTH FENCE AND GO EAST ABOUT 35 YARDS TO
 OR0823'HIGHEST POINT AND STATION.
 OR0823'
 OR0823'A 4 FOOT SIGNAL AT STATION LEONARD (MO. R.C.) 1945 IS VISIBLE
 OR0823'FROM THE GROUND.
 OR0823'
 OR0823'A 4 FOOT SIGNAL AT STATION CHICOT (MO. R.C.) IS VISIBLE FROM
 OR0823'THE GROUND.
 OR0823'
 OR0823'A 4 FOOT SIGNAL AT STATION SCALP IS VISIBLE FROM THE GROUND.
 OR0823'
 OR0823'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0778 ***********************************************************************
 QS0778  DESIGNATION -  NO HEART
 QS0778  PID         -  QS0778
 QS0778  STATE/COUNTY-  SD/DEWEY
 QS0778  COUNTRY     -  US
 QS0778  USGS QUAD   -  LA PLANT SW (2017)
 QS0778
 QS0778                         *CURRENT SURVEY CONTROL
 QS0778  ______________________________________________________________________
 QS0778* NAD 83(1996) POSITION- 45 01 30.80709(N) 100 42 45.37020(W)   ADJUSTED
 QS0778* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0778  ______________________________________________________________________
 QS0778  GEOID HEIGHT    -        -22.033 (meters)                     GEOID18
 QS0778  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC18
 QS0778  HORZ ORDER      -  FIRST
 QS0778
 QS0778.The horizontal coordinates were established by classical geodetic methods
 QS0778.and adjusted by the National Geodetic Survey in January 1998.
 QS0778
 QS0778.The orthometric height was scaled from a topographic map.
 QS0778
 QS0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0778.GEOID18 height accuracy estimate available here.
 QS0778
 QS0778.Click photographs - Photos may exist for this station.
 QS0778
 QS0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0778
 QS0778. The following values were computed from the NAD 83(1996) position.
 QS0778
 QS0778;                    North         East     Units Scale Factor Converg.
 QS0778;SPC SD N     -   132,692.858   543,842.319   MT  0.99993921   -0 30 15.6
 QS0778;SPC SD N     -   435,343.15  1,784,256.01   sFT  0.99993921   -0 30 15.6
 QS0778;UTM  14      - 4,987,179.158   365,079.924   MT  0.99982383   -1 12 42.1
 QS0778
 QS0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0778!SPC SD N     -   0.99989114  x   0.99993921  =   0.99983035
 QS0778!UTM  14      -   0.99989114  x   0.99982383  =   0.99971499
 QS0778
 QS0778:                Primary Azimuth Mark                     Grid Az
 QS0778:SPC SD N     -  NO HEART AZ MK                           306 44 16.0
 QS0778:UTM  14      -  NO HEART AZ MK                           307 26 42.5
 QS0778
 QS0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6507987179(NAD 83)
 QS0778
 QS0778|---------------------------------------------------------------------|
 QS0778| PID    Reference Object                     Distance      Geod. Az  |
 QS0778|                                                           dddmmss.s |
 QS0778| CO6516 NO HEART RM 1                        40.834 METERS 06432     |
 QS0778| CO6517 NO HEART RM 2                        41.480 METERS 12927     |
 QS0778| QS0785 MOSSMAN CATHOLIC CHURCH SPIRE       APPROX.14.4 KM 2752404.9 |
 QS0778| CO6515 NO HEART AZ MK                                     3061400.4 |
 QS0778|---------------------------------------------------------------------|
 QS0778
 QS0778                          SUPERSEDED SURVEY CONTROL
 QS0778
 QS0778  NAD 83(1986)-  45 01 30.79999(N)    100 42 45.37077(W) AD(       ) 1
 QS0778  NAD 27      -  45 01 30.86300(N)    100 42 43.86700(W) AD(       ) 1
 QS0778
 QS0778.Superseded values are not recommended for survey control.
 QS0778
 QS0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0778.See file dsdata.pdf to determine how the superseded data were derived.
 QS0778
 QS0778_MARKER: DS = TRIANGULATION STATION DISK
 QS0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0778_STAMPING: NO HEART 1938
 QS0778_MARK LOGO: CGS
 QS0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0778+STABILITY: SURFACE MOTION
 QS0778
 QS0778  HISTORY     - Date     Condition        Report By
 QS0778  HISTORY     - 1938     MONUMENTED       CGS
 QS0778  HISTORY     - 1948     GOOD             CGS
 QS0778  HISTORY     - 1952     GOOD             CGS
 QS0778
 QS0778                          STATION DESCRIPTION
 QS0778
 QS0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0778'STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 4.0 MILES SOUTH OF
 QS0778'RIDGEVIEW ON A PROMINENT HILL AT THE HEAD OF NO HEART CREEK
 QS0778'AND AT THE EXTREME SOUTH EDGE OF FOX RIDGE IN THE CHYENNE INDIAN
 QS0778'RESERVATION.  THE HILL IS THE HIGHEST POINT FOR SEVERAL MILES,
 QS0778'AND THE GROUND DROPS OFF ABRUPTLY TO THE BROKEN COUNTRY TO
 QS0778'THE SOUTH.
 QS0778'
 QS0778'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE IN
 QS0778'RIDGEVIEW GO WEST ON U.S. HIGHWAY 212 0.05 MILES, TURN LEFT
 QS0778'(SOUTH) AND GO 0.65 MILES TO A T ROAD, TURN LEFT EAST AND GO
 QS0778'0.4 MILES, JUST BEFORE REACHING CATTLE GUARD, TURN RIGHT (SOUTH)
 QS0778'AND KEEP ON DIRT SECTION LINE ROAD 1.0 MILE, TURN LEFT (EAST)
 QS0778'THROUGH CATTLE GUARD AND TAKE MAIN TRAVELED ROAD ACROSS
 QS0778'PASTURE GENERALLY SOUTH EAST 0.55 MILE TO ROAD FORKS IN A
 QS0778'SMALL DEPRESSION, TAKE MIDDLE OF THREE FORKS AND GO SOUTHEAST
 QS0778'0.7 MILES TO A T FENCE CORNER, GO SOUTH THROUGH WIRE GATE AND
 QS0778'TAKE RIGHT FORK SOUTHEAST FOR 0.6 MILES, TO THE HOME OF MR.
 QS0778'J.M. HIATT, GO EAST THROUGH A WIRE GATE SOUTHEAST OF THE
 QS0778'HOUSE, AND KEEP ON MAIN TRAVELED ROAD SOUTHEAST 0.85 MILE
 QS0778'TO A T FENCE CORNER, GO SOUTH THROUGH A WIRE GATE AND TAKE
 QS0778'LEFT FORK AND KEEP ON MAIN TRAVELED ROAD A LITTLE SOUTH
 QS0778'OF EAST FOR 2.15 MILES TO FENCE CORNER, CONTINUE DUE EAST ON
 QS0778'ROAD KEEPING JUST SOUTH OF THE FENCE LINE 0.5 MILE TO A
 QS0778'FENCE CORNER, LEAVE ROAD AND DRIVE ACROSS PASTURE A LITTLE
 QS0778'WEST OF SOUTH FOR 0.23 MILE TO THE SUMMIT OF THE HIGHEST
 QS0778'HILL AND THE STATION.
 QS0778'
 QS0778'AZIMUTH MARK IS 0.6 MILE NORTHWEST OF THE STATION ON THE T
 QS0778'FENCE CORNER, 50 YARDS EAST OF THE CORNER.
 QS0778'
 QS0778'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 QS0778
 QS0778                          STATION RECOVERY (1948)
 QS0778
 QS0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0778'STATION RECOVERED AND THE DESCRIPTIONS ARE ADEQUATE AND
 QS0778'CORRECT.
 QS0778'
 QS0778'THE STATION IS ABOUT 6 MILES SOUTHEAST OF RIDGEVIEW ON A
 QS0778'PROMINENT HILL AT THE HEAD OF NO HEART CREEK AND AT THE EXTREME
 QS0778'SOUTH END OF FOX RIDGE IN THE CHEYENNE INDIAN RESERVATION.
 QS0778'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED NO HEART
 QS0778'1938.
 QS0778'
 QS0778'REFERENCE MARK NO. 1 IS 134.01 FEET (SLOPE) NORTHEAST OF THE
 QS0778'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0778'NO HEART NO 1 1938.
 QS0778'
 QS0778'REFERENCE MARK NO. 2 IS 136.09 FEET (SLOPE) SOUTHEAST OF THE
 QS0778'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0778'NO HEART NO 2 1938.
 QS0778'
 QS0778'THE AZIMUTH MARK IS 0.6 MILE NORTHWEST OF THE STATION, AND 50
 QS0778'YARDS EAST OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND
 QS0778'THE DISK IS STAMPED NO HEART 1938.
 QS0778'
 QS0778'TO REACH FROM RIDGEVIEW, GO SOUTH ON FIRST ROAD WEST OF THE POST
 QS0778'OFFICE FOR 0.4 MILE, TURN LEFT AND GO EAST 0.4 MILE, SOUTH
 QS0778'1.0 MILE, TURN LEFT THROUGH WIRE GATE AND FOLLOW MAIN ROAD
 QS0778'SOUTHEAST 1.25 MILES, PASS THROUGH GATE AND CONTINUE 0.6
 QS0778'MILE TO HOME OF J.M. HIETT, GO THROUGH GATE SOUTHEAST OF HOUSE
 QS0778'AND FOLLOW PLAIN TRACK ROAD ACROSS PASTURE 0.9 MILE TO A FENCE
 QS0778'CORNER ON THE RIGHT, TAKE LEFT ROAD ABOUT 30 YARDS EAST OF THE
 QS0778'FENCE CORNER AND GO EASTERLY FOR 2.2 MILES TO A WIRE GATE
 QS0778'ABOUT 35 YARDS WEST OF A FENCE CORNER, TURN RIGHT THROUGH
 QS0778'GATE BEFORE REACHING FENCE CORNER AND GO ABOUT 90 YARDS TO
 QS0778'THE AZIMUTH MARK IN THE FENCE LINE, CONTINUE ON TRACK ROAD
 QS0778'0.5 MILE TO TOP OF RIDGE, TURN RIGHT 0.1 MILE TO HIGHEST POINT
 QS0778'AND STATION ON SOUTH END OF RIDGE.
 QS0778'
 QS0778'HEIGHT OF LIGHT ABOVE STATION--1 METER.
 QS0778
 QS0778                          STATION RECOVERY (1952)
 QS0778
 QS0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0778'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0778'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE DIRECTIONS
 QS0778'FOR REACHING THE STATION.  DUE TO ROAD CHANGES, THESE
 QS0778'DIRECTIONS FAILED TO CHECK.  A COMPLETE DESCRIPTION FOLLOWS--
 QS0778'
 QS0778'THE STATION IS ABOUT 6 MILES SOUTHEAST OF RIDGEVIEW, AT THE
 QS0778'EXTREME SOUTH END OF FOX RIDGE, AT THE HEAD OF NO HEART CREEK,
 QS0778'ON THE CHEYENNE RIVER INDIAN RESERVATION, AND 5 FEET SOUTH OF
 QS0778'A WITNESS POST.
 QS0778'
 QS0778'TO REACH THE STATION FROM THE POST OFFICE IN RIDGEVIEW, GO
 QS0778'SOUTH ON GRADED DIRT ROAD FOR 0.4 MILE TO A T-INTERSECTION, TURN
 QS0778'LEFT AND GO EAST FOR 0.45 MILE, TURN RIGHT AND GO SOUTH FOR
 QS0778'1.0 MILE TO A WIRE GATE ON LEFT.  TURN LEFT THROUGH GATE AND
 QS0778'FOLLOW TRACK ROAD SOUTHEAST FOR 1.1 MILES TO A FORK, BEAR LEFT
 QS0778'AND GO EAST FOR 0.6 MILE TO A GATE, PASS THROUGH GATE AND GO
 QS0778'SOUTHEAST FOR 1.3 MILES TO A FORK AT A FENCE CORNER, BEAR LEFT
 QS0778'AND GO EAST FOR 2.2 MILES TO A GATE, PASS THROUGH GATE, TURN
 QS0778'LEFT, AND GO EAST FOR 0.05 MILE TO THE AZIMUTH MARK IN FENCE
 QS0778'LINE, CONTINUE EAST FOR 0.5 MILE TO TOP OF RIDGE, TURN RIGHT
 QS0778'AND GO SOUTH FOR 0.1 MILE TO HIGHEST POINT OF RIDGE AND
 QS0778'STATION.
 QS0778'
 QS0778'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 QS0778'NO HEART 1938.
 QS0778'
 QS0778'REFERENCE MARK 1 PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 QS0778'NO HEART NO 1 1938.
 QS0778'
 QS0778'REFERENCE MARK 2 PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 QS0778'NO HEART NO 2 1938.
 QS0778'
 QS0778'THE AZIMUTH MARK IS 0.05 MILE EAST OF A CORRAL, 4 FEET
 QS0778'SOUTHEAST OF A 4 X 4 INCH WITNESS POST, AND 3 FEET SOUTH OF A
 QS0778'WIRE FENCE.  THE MARK PROJECTS 9 INCHES, AND THE DISK IS STAMPED
 QS0778'NO HEART 1938.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0298 ***********************************************************************
 PU0298  DESIGNATION -  NODD
 PU0298  PID         -  PU0298
 PU0298  STATE/COUNTY-  SD/MEADE
 PU0298  COUNTRY     -  US
 PU0298  USGS QUAD   -  WHITE OWL (2017)
 PU0298
 PU0298                         *CURRENT SURVEY CONTROL
 PU0298  ______________________________________________________________________
 PU0298* NAD 83(1996) POSITION- 44 31 06.85610(N) 102 29 05.75611(W)   ADJUSTED
 PU0298* NAVD 88 ORTHO HEIGHT -   869.352 (meters)     2852.20  (feet) ADJUSTED
 PU0298  ______________________________________________________________________
 PU0298  GEOID HEIGHT    -        -18.682 (meters)                     GEOID18
 PU0298  LAPLACE CORR    -         -7.22  (seconds)                    DEFLEC18
 PU0298  DYNAMIC HEIGHT  -        869.116 (meters)     2851.42  (feet) COMP
 PU0298  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 PU0298
 PU0298  HORZ ORDER      -  SECOND
 PU0298  VERT ORDER      -  SECOND    CLASS 0
 PU0298
 PU0298.The horizontal coordinates were established by classical geodetic methods
 PU0298.and adjusted by the National Geodetic Survey in January 1998.
 PU0298
 PU0298.The orthometric height was determined by differential leveling and
 PU0298.adjusted by the NATIONAL GEODETIC SURVEY
 PU0298.in June 1991.
 PU0298
 PU0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0298.GEOID18 height accuracy estimate available here.
 PU0298
 PU0298.Click photographs - Photos may exist for this station.
 PU0298
 PU0298.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0298
 PU0298.The dynamic height is computed by dividing the NAVD 88
 PU0298.geopotential number by the normal gravity value computed on the
 PU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0298.degrees latitude (g = 980.6199 gals.).
 PU0298
 PU0298.The modeled gravity was interpolated from observed gravity values.
 PU0298
 PU0298. The following values were computed from the NAD 83(1996) position.
 PU0298
 PU0298;                    North         East     Units Scale Factor Converg.
 PU0298;SPC SD N     -    79,177.063   402,471.739   MT  0.99998204   -1 45 31.3
 PU0298;SPC SD N     -   259,766.75  1,320,442.70   sFT  0.99998204   -1 45 31.3
 PU0298;UTM  13      - 4,932,548.915   699,879.921   MT  1.00009134   +1 45 50.4
 PU0298
 PU0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0298!SPC SD N     -   0.99986664  x   0.99998204  =   0.99984868
 PU0298!UTM  13      -   0.99986664  x   1.00009134  =   0.99995796
 PU0298
 PU0298:                Primary Azimuth Mark                     Grid Az
 PU0298:SPC SD N     -  NODD AZ MK                               118 15 29.8
 PU0298:UTM  13      -  NODD AZ MK                               114 44 08.1
 PU0298
 PU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9987932548(NAD 83)
 PU0298
 PU0298|---------------------------------------------------------------------|
 PU0298| PID    Reference Object                     Distance      Geod. Az  |
 PU0298|                                                           dddmmss.s |
 PU0298| PU0299 NODD RM 1                            12.205 METERS 01332     |
 PU0298| PU0296 NODD AZ MK                                         1162958.5 |
 PU0298| PU0297 NODD RM 2                            12.095 METERS 12238     |
 PU0298|---------------------------------------------------------------------|
 PU0298
 PU0298                          SUPERSEDED SURVEY CONTROL
 PU0298
 PU0298  NAD 83(1993)-  44 31 06.84805(N)    102 29 05.75636(W) AD(       ) 2
 PU0298  NAD 83(1986)-  44 31 06.84804(N)    102 29 05.75612(W) AD(       ) 2
 PU0298  NGVD 29 (??/??/92)  868.887  (m)         2850.67   (f) ADJ UNCH    2 0
 PU0298  NGVD 29             868.89   (m)         2850.7    (f) LEVELING    3  
 PU0298
 PU0298.Superseded values are not recommended for survey control.
 PU0298
 PU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0298.See file dsdata.pdf to determine how the superseded data were derived.
 PU0298
 PU0298_MARKER: DS = TRIANGULATION STATION DISK
 PU0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0298_STAMPING: NODD 1962
 PU0298_MARK LOGO: CGS
 PU0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0298+STABILITY: SURFACE MOTION
 PU0298
 PU0298  HISTORY     - Date     Condition        Report By
 PU0298  HISTORY     - 1962     MONUMENTED       CGS
 PU0298  HISTORY     - 1963     GOOD             CGS
 PU0298
 PU0298                          STATION DESCRIPTION
 PU0298
 PU0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0298'STATION IS LOCATED ABOUT 6.0 MILES SOUTH-SOUTHWEST OF WHITE OWL,
 PU0298'5-1/2 MILES SOUTHEAST OF ENNING, 0.2 MILES WEST OF A NORTH-SOUTH
 PU0298'GRAVELED ROAD AND 0.1 MILE NORTH OF A FENCELINE.  ON THE SUMMIT
 PU0298'OF A LOW ROUND TOPPED HILL, THE HIGHEST IN THE VICINITY AND IT IS
 PU0298'IN SOUTHEAST 1/4 OF SECTION 36, T 7 N, R 14 E.  IT IS ON PROPERTY
 PU0298'OWNED BY MR. VERGIL SIMONS, THE SIMONS RANCH HOUSE IS 1.0 MILE
 PU0298'NORTH.
 PU0298'
 PU0298'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN WHITE OWL,
 PU0298'GO WEST AND SOUTHWEST ON STATE HIGHWAY 34 FOR 2.05 MILES TO A
 PU0298'GRAVELED SIDE ROAD TO THE LEFT, TURN LEFT AND GO SOUTH ON A
 PU0298'GRAVELED ROAD FOR 2.3 MILES TO A SCHOOL HOUSE ON THE RIGHT,
 PU0298'CONTINUE SOUTH AND SOUTHWEST ON THE MAIN GRAVELED ROAD FOR 1.95
 PU0298'MILES TO THE SIMONS RANCH HOUSE ON THE RIGHT, CONTINUE
 PU0298'WESTERLY ON THE GRAVELED ROAD FOR 0.15 MILES TO A T ROAD, TURN
 PU0298'LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.8 MILES TO THE
 PU0298'SUMMIT OF A HILL AND A CATTLE GUARD, (AZIMUTH MARK LOCATED 0.05
 PU0298'MILES SOUTHEAST OF THE CATTLE GUARD AS DESCRIBED BELOW.) TURN
 PU0298'RIGHT AND GO WEST ALONG THE NORTH SIDE OF A FENCE LINE FOR 0.1
 PU0298'MILE TO A THE SUMMIT OF A LOW RIDGE, TURN RIGHT AND GO NORTHERLY
 PU0298'ALONG THE CREST OF THE LOW RIDGE FOR 0.1 MILE TO THE SUMMIT OF
 PU0298'A LOW HILL AND STATION.
 PU0298'
 PU0298'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU0298'CONCRETE CYLINDERS.
 PU0298'
 PU0298'STATION MARK PROJECTS 1 INCH AND IT IS STAMPED--NODD 1962.
 PU0298'
 PU0298'RM 1 IS ABOUT 2 FEET LOWER THAN THE STATION AND IT IS SET FLUSH
 PU0298'WITH THE GROUND SURFACE.  IT IS STAMPED--NODD NO 1 1962.
 PU0298'
 PU0298'RM 2 IS ABOUT 2 FEET LOWER THAN THE STATION AND PROJECTS 1 INCH.
 PU0298'IT IS STAMPED--NODD NO 2 1962.
 PU0298'
 PU0298'AZIMUTH MARK IS 0.05 MILE EAST OF A NORTH-SOUTH GRAVELED ROAD, ON THE
 PU0298'SOUTH SIDE OF A LOW RIDGE AND ABOUT 3 FEET LOWER THAN THE CREST OF
 PU0298'THE RIDGE, 5 FEET EAST OF A POWERLINE POLE THAT IS THE SECOND POLE
 PU0298'EAST OF THE ROAD.  IT IS STAMPED--NODD 1962 AND IT IS FLUSH WITH THE
 PU0298'GROUND.
 PU0298
 PU0298                          STATION RECOVERY (1963)
 PU0298
 PU0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0298'8.4 MI SE FROM ENNING.
 PU0298'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0298'POST OFFICE AT ENNING, THENCE 4.2 MILES EAST-SOUTHEAST ALONG A
 PU0298'GRAVELED ROAD, THENCE 0.85 MILE SOUTH ALONG A GRAVELED ROAD TO A
 PU0298'CATTLE GUARD, THENCE 0.25 MILE WEST-NORTHWEST ACROSS COUNTRY,
 PU0298'0.25 MILE WEST-NORTHWEST OF NODD AZIMUTH, 40.0 FEET SOUTHWEST OF
 PU0298'NODD R.M. 1, 39.6 FEET WEST OF NODD R.M. 2, ABOUT 2 FEET ABOVE
 PU0298'THE LEVEL OF THE R.M.S, AND SET IN THE TOP OF A CONCRETE POST
 PU0298'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0296 ***********************************************************************
 PU0296  DESIGNATION -  NODD AZ MK
 PU0296  PID         -  PU0296
 PU0296  STATE/COUNTY-  SD/MEADE
 PU0296  COUNTRY     -  US
 PU0296  USGS QUAD   -  WHITE OWL (2017)
 PU0296
 PU0296                         *CURRENT SURVEY CONTROL
 PU0296  ______________________________________________________________________
 PU0296* NAD 83(1986) POSITION- 44 31 01.     (N) 102 28 51.     (W)   SCALED
 PU0296* NAVD 88 ORTHO HEIGHT -   861.679 (meters)     2827.03  (feet) ADJUSTED
 PU0296  ______________________________________________________________________
 PU0296  GEOID HEIGHT    -        -18.695 (meters)                     GEOID18
 PU0296  DYNAMIC HEIGHT  -        861.445 (meters)     2826.26  (feet) COMP
 PU0296  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 PU0296
 PU0296  VERT ORDER      -  SECOND    CLASS 0
 PU0296
 PU0296.The horizontal coordinates were scaled from a map and have
 PU0296.an estimated accuracy of +/- 6 seconds.
 PU0296
 PU0296.The orthometric height was determined by differential leveling and
 PU0296.adjusted by the NATIONAL GEODETIC SURVEY
 PU0296.in June 1991.
 PU0296
 PU0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0296.GEOID18 height accuracy estimate available here.
 PU0296
 PU0296.Click photographs - Photos may exist for this station.
 PU0296
 PU0296.The dynamic height is computed by dividing the NAVD 88
 PU0296.geopotential number by the normal gravity value computed on the
 PU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0296.degrees latitude (g = 980.6199 gals.).
 PU0296
 PU0296.The modeled gravity was interpolated from observed gravity values.
 PU0296
 PU0296;                    North         East    Units  Estimated Accuracy
 PU0296;SPC SD N     -    78,990.      402,790.      MT  (+/- 180 meters Scaled)
 PU0296
 PU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK002323(NAD 83)
 PU0296
 PU0296                          SUPERSEDED SURVEY CONTROL
 PU0296
 PU0296  NGVD 29 (??/??/92)  861.214  (m)         2825.50   (f) ADJ UNCH    2 0
 PU0296
 PU0296.Superseded values are not recommended for survey control.
 PU0296
 PU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0296.See file dsdata.pdf to determine how the superseded data were derived.
 PU0296
 PU0296_MARKER: DZ = AZIMUTH MARK DISK
 PU0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0296_STAMPING: NODD 1962
 PU0296_MARK LOGO: CGS
 PU0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0296+STABILITY: SURFACE MOTION
 PU0296
 PU0296  HISTORY     - Date     Condition        Report By
 PU0296  HISTORY     - 1962     MONUMENTED       CGS
 PU0296  HISTORY     - 1963     GOOD             CGS
 PU0296
 PU0296                          STATION DESCRIPTION
 PU0296
 PU0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0296'8.1 MI SE FROM ENNING.
 PU0296'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0296'POST OFFICE AT ENNING, THENCE 4.2 MILES EAST-SOUTHEAST ALONG A
 PU0296'GRAVELED ROAD, THENCE 0.85 MILE SOUTH ALONG A GRAVELED ROAD,
 PU0296'1 POLE EAST OF A RIGHT ANGLE TURN IN THE POWER LINE, 223 FEET
 PU0296'EAST OF THE CENTER LINE OF THE ROAD, 288 FEET SOUTHEAST OF THE
 PU0296'SOUTHEAST CORNER OF A CATTLE GUARD, 5 1/2 FEET EAST OF THE 2ND
 PU0296'POWER POLE EAST OF THE ROAD, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 PU0296'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0299 ***********************************************************************
 PU0299  DESIGNATION -  NODD RM 1
 PU0299  PID         -  PU0299
 PU0299  STATE/COUNTY-  SD/MEADE
 PU0299  COUNTRY     -  US
 PU0299  USGS QUAD   -  WHITE OWL (2017)
 PU0299
 PU0299                         *CURRENT SURVEY CONTROL
 PU0299  ______________________________________________________________________
 PU0299* NAD 83(1986) POSITION- 44 31 07.24   (N) 102 29 05.63   (W)   HD_HELD1
 PU0299* NAVD 88 ORTHO HEIGHT -   868.853 (meters)     2850.56  (feet) ADJUSTED
 PU0299  ______________________________________________________________________
 PU0299  GEOID HEIGHT    -        -18.682 (meters)                     GEOID18
 PU0299  DYNAMIC HEIGHT  -        868.618 (meters)     2849.79  (feet) COMP
 PU0299  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 PU0299
 PU0299  VERT ORDER      -  SECOND    CLASS 0
 PU0299
 PU0299.The horizontal coordinates were determined by differentially corrected
 PU0299.hand held GPS observations or other comparable positioning techniques
 PU0299.and have an estimated accuracy of +/- 3 meters.
 PU0299
 PU0299.The orthometric height was determined by differential leveling and
 PU0299.adjusted by the NATIONAL GEODETIC SURVEY
 PU0299.in June 1991.
 PU0299
 PU0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0299.GEOID18 height accuracy estimate available here.
 PU0299
 PU0299.Click photographs - Photos may exist for this station.
 PU0299
 PU0299.The dynamic height is computed by dividing the NAVD 88
 PU0299.geopotential number by the normal gravity value computed on the
 PU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0299.degrees latitude (g = 980.6199 gals.).
 PU0299
 PU0299.The modeled gravity was interpolated from observed gravity values.
 PU0299
 PU0299;                    North         East    Units  Estimated Accuracy
 PU0299;SPC SD N     -    79,188.8     402,474.9     MT  (+/- 3 meters HH1 GPS) 
 PU0299
 PU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9988232560(NAD 83)
 PU0299
 PU0299                          SUPERSEDED SURVEY CONTROL
 PU0299
 PU0299  NGVD 29 (??/??/92)  868.389  (m)         2849.04   (f) ADJ UNCH    2 0
 PU0299
 PU0299.Superseded values are not recommended for survey control.
 PU0299
 PU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0299.See file dsdata.pdf to determine how the superseded data were derived.
 PU0299
 PU0299_MARKER: DR = REFERENCE MARK DISK
 PU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0299_STAMPING: NODD NO 1 1962
 PU0299_MARK LOGO: CGS
 PU0299_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0299+STABILITY: SURFACE MOTION
 PU0299
 PU0299  HISTORY     - Date     Condition        Report By
 PU0299  HISTORY     - 1962     MONUMENTED       CGS
 PU0299  HISTORY     - 1963     GOOD             CGS
 PU0299
 PU0299                          STATION DESCRIPTION
 PU0299
 PU0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0299'8.4 MI SE FROM ENNING.
 PU0299'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0299'POST OFFICE AT ENNING, THENCE 4.2 MILES EAST-SOUTHEAST ALONG A
 PU0299'GRAVELED ROAD, THENCE 0.85 MILE SOUTH ALONG A GRAVELED ROAD
 PU0299'TO A CATTLE GUARD, THENCE 0.25 MILE WEST-NORTHWEST ACROSS
 PU0299'COUNTRY, 0.25 MILE WEST-NORTHWEST OF NODD AZIMUTH, 64.9 FEET
 PU0299'NORTH OF NODD R.M. 2, 40.0 FEET NORTH OF NODD 1962, AND SET IN
 PU0299'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0297 ***********************************************************************
 PU0297  DESIGNATION -  NODD RM 2
 PU0297  PID         -  PU0297
 PU0297  STATE/COUNTY-  SD/MEADE
 PU0297  COUNTRY     -  US
 PU0297  USGS QUAD   -  WHITE OWL (2017)
 PU0297
 PU0297                         *CURRENT SURVEY CONTROL
 PU0297  ______________________________________________________________________
 PU0297* NAD 83(1986) POSITION- 44 31 06.64   (N) 102 29 05.29   (W)   HD_HELD1
 PU0297* NAVD 88 ORTHO HEIGHT -   868.742 (meters)     2850.20  (feet) ADJUSTED
 PU0297  ______________________________________________________________________
 PU0297  GEOID HEIGHT    -        -18.683 (meters)                     GEOID18
 PU0297  DYNAMIC HEIGHT  -        868.507 (meters)     2849.43  (feet) COMP
 PU0297  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 PU0297
 PU0297  VERT ORDER      -  SECOND    CLASS 0
 PU0297
 PU0297.The horizontal coordinates were determined by differentially corrected
 PU0297.hand held GPS observations or other comparable positioning techniques
 PU0297.and have an estimated accuracy of +/- 3 meters.
 PU0297
 PU0297.The orthometric height was determined by differential leveling and
 PU0297.adjusted by the NATIONAL GEODETIC SURVEY
 PU0297.in June 1991.
 PU0297
 PU0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0297.GEOID18 height accuracy estimate available here.
 PU0297
 PU0297.Click photographs - Photos may exist for this station.
 PU0297
 PU0297.The dynamic height is computed by dividing the NAVD 88
 PU0297.geopotential number by the normal gravity value computed on the
 PU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0297.degrees latitude (g = 980.6199 gals.).
 PU0297
 PU0297.The modeled gravity was interpolated from observed gravity values.
 PU0297
 PU0297;                    North         East    Units  Estimated Accuracy
 PU0297;SPC SD N     -    79,170.1     402,481.8     MT  (+/- 3 meters HH1 GPS) 
 PU0297
 PU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9989032542(NAD 83)
 PU0297
 PU0297                          SUPERSEDED SURVEY CONTROL
 PU0297
 PU0297  NGVD 29 (??/??/92)  868.278  (m)         2848.68   (f) ADJ UNCH    2 0
 PU0297
 PU0297.Superseded values are not recommended for survey control.
 PU0297
 PU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0297.See file dsdata.pdf to determine how the superseded data were derived.
 PU0297
 PU0297_MARKER: DR = REFERENCE MARK DISK
 PU0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0297_STAMPING: NODD NO 2 1962
 PU0297_MARK LOGO: CGS
 PU0297_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0297+STABILITY: SURFACE MOTION
 PU0297
 PU0297  HISTORY     - Date     Condition        Report By
 PU0297  HISTORY     - 1962     MONUMENTED       CGS
 PU0297  HISTORY     - 1963     GOOD             CGS
 PU0297
 PU0297                          STATION DESCRIPTION
 PU0297
 PU0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0297'8.4 MI SE FROM ENNING.
 PU0297'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0297'POST OFFICE AT ENNING, THENCE 4.2 MILES EAST-SOUTHEAST ALONG A
 PU0297'GRAVELED ROAD, THENCE 0.85 MILE SOUTH ALONG A GRAVELED ROAD TO
 PU0297'A CATTLE GUARD, THENCE 0.25 MILE WEST-NORTHWEST ACROSS COUNTRY,
 PU0297'0.25 MILE WEST-NORTHWEST OF NODD AZIMUTH, 64.9 FEET SOUTHEAST
 PU0297'OF R.M. 1, 39.6 FEET EAST OF NODD 1962, ABOUT 2 FEET BELOW THE
 PU0297'LEVEL OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 PU0297'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6175 ***********************************************************************
 AB6175  DESIGNATION -  NOEL AZ MK
 AB6175  PID         -  AB6175
 AB6175  STATE/COUNTY-  SD/HYDE
 AB6175  COUNTRY     -  US
 AB6175  USGS QUAD   -  HOLABIRD (2017)
 AB6175
 AB6175                         *CURRENT SURVEY CONTROL
 AB6175  ______________________________________________________________________
 AB6175* NAD 83(1986) POSITION- 44 31 35.     (N) 099 32 24.     (W)   SCALED
 AB6175* NAVD 88 ORTHO HEIGHT -   568.572 (meters)     1865.39  (feet) ADJUSTED
 AB6175  ______________________________________________________________________
 AB6175  GEOID HEIGHT    -        -23.746 (meters)                     GEOID18
 AB6175  DYNAMIC HEIGHT  -        568.458 (meters)     1865.02  (feet) COMP
 AB6175  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 AB6175
 AB6175  VERT ORDER      -  FIRST     CLASS II
 AB6175
 AB6175.The horizontal coordinates were scaled from a map and have
 AB6175.an estimated accuracy of +/- 6 seconds.
 AB6175
 AB6175.The orthometric height was determined by differential leveling and
 AB6175.adjusted by the NATIONAL GEODETIC SURVEY
 AB6175.in October 1997.
 AB6175
 AB6175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6175.GEOID18 height accuracy estimate available here.
 AB6175
 AB6175.Click photographs - Photos may exist for this station.
 AB6175
 AB6175.The dynamic height is computed by dividing the NAVD 88
 AB6175.geopotential number by the normal gravity value computed on the
 AB6175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6175.degrees latitude (g = 980.6199 gals.).
 AB6175
 AB6175.The modeled gravity was interpolated from observed gravity values.
 AB6175
 AB6175;                    North         East    Units  Estimated Accuracy
 AB6175;SPC SD N     -    77,120.      636,570.      MT  (+/- 180 meters Scaled)
 AB6175
 AB6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ570304(NAD 83)
 AB6175
 AB6175                          SUPERSEDED SURVEY CONTROL
 AB6175
 AB6175.No superseded survey control is available for this station.
 AB6175
 AB6175_MARKER: DZ = AZIMUTH MARK DISK
 AB6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6175_STAMPING: NOEL 1951
 AB6175_MARK LOGO: CGS
 AB6175_PROJECTION: FLUSH
 AB6175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6175+STABILITY: SURFACE MOTION
 AB6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6175+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AB6175
 AB6175  HISTORY     - Date     Condition        Report By
 AB6175  HISTORY     - 1951     MONUMENTED       CGS
 AB6175  HISTORY     - 19820629 GOOD             NGS
 AB6175  HISTORY     - 19941108 GOOD             NGS
 AB6175
 AB6175                          STATION DESCRIPTION
 AB6175
 AB6175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AB6175'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF HIGHMORE ON THE
 AB6175'SOUTH SIDE OF HIGHWAY 14.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6175'HIGHWAYS 14 AND 47 IN HIGHMORE, GO WEST ON HIGHWAY 14 FOR 7.6 KM (4.70
 AB6175'MI) TO THE MARK ON THE LEFT.  THE STATION IS A STANDARD CGS AZIMUTH
 AB6175'DISK STAMPED--NOEL 1951 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AB6175'20 CM (8 INCHES) ON A SIDE AND FLUSH WITH THE GROUND.  IT IS 31.1 M
 AB6175'(102.0 FT) SOUTH OF THE CENTER OF HIGHWAY 14, 9.2 M (30.2 FT) SOUTH OF
 AB6175'A FENCE, 0.9 M (3.0 FT) EAST OF A WOODEN WITNESS POST AND 0.3 M (1.0
 AB6175'FT) WEST OF A METAL WITNESS POST.
 AB6175
 AB6175                          STATION RECOVERY (1994)
 AB6175
 AB6175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6175'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB6175'STATE HIGHWAY 47 IN HIGHMORE, 279.0 M (915.4 FT) EAST OF MILEPOST 273,
 AB6175'31.7 M (104.0 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 26.3
 AB6175'M (86.3 FT) EAST-SOUTHEAST OF A UTILITY POLE, 7.8 M (25.6 FT) SOUTH OF
 AB6175'A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AB6175'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0730 ***********************************************************************
 PS0730  DESIGNATION -  NOEL RESET
 PS0730  PID         -  PS0730
 PS0730  STATE/COUNTY-  SD/HYDE
 PS0730  COUNTRY     -  US
 PS0730  USGS QUAD   -  HOLABIRD (2017)
 PS0730
 PS0730                         *CURRENT SURVEY CONTROL
 PS0730  ______________________________________________________________________
 PS0730* NAD 83(1996) POSITION- 44 31 47.26494(N) 099 32 34.29580(W)   ADJUSTED
 PS0730* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 PS0730  ______________________________________________________________________
 PS0730  GEOID HEIGHT    -        -23.735 (meters)                     GEOID18
 PS0730  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 PS0730  HORZ ORDER      -  SECOND
 PS0730
 PS0730.The horizontal coordinates were established by classical geodetic methods
 PS0730.and adjusted by the National Geodetic Survey in January 1998.
 PS0730
 PS0730.The orthometric height was scaled from a topographic map.
 PS0730
 PS0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0730.GEOID18 height accuracy estimate available here.
 PS0730
 PS0730.Click photographs - Photos may exist for this station.
 PS0730
 PS0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0730
 PS0730. The following values were computed from the NAD 83(1996) position.
 PS0730
 PS0730;                    North         East     Units Scale Factor Converg.
 PS0730;SPC SD N     -    77,495.165   636,336.717   MT  0.99998025   +0 19 24.7
 PS0730;SPC SD N     -   254,248.72  2,087,714.71   sFT  0.99998025   +0 19 24.7
 PS0730;SPC SD S     -   244,321.951   662,835.139   MT  1.00003360   +0 32 43.1
 PS0730;SPC SD S     -   801,579.60  2,174,651.62   sFT  1.00003360   +0 32 43.1
 PS0730;UTM  14      - 4,930,862.137   456,865.829   MT  0.99962288   -0 22 50.5
 PS0730
 PS0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0730!SPC SD N     -   0.99991446  x   0.99998025  =   0.99989471
 PS0730!SPC SD S     -   0.99991446  x   1.00003360  =   0.99994805
 PS0730!UTM  14      -   0.99991446  x   0.99962288  =   0.99953737
 PS0730
 PS0730:                Primary Azimuth Mark                     Grid Az
 PS0730:SPC SD N     -  NOEL AZ MK                               142 15 29.3
 PS0730:SPC SD S     -  NOEL AZ MK                               142 02 10.9
 PS0730:UTM  14      -  NOEL AZ MK                               142 57 44.5
 PS0730
 PS0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5686530862(NAD 83)
 PS0730
 PS0730|---------------------------------------------------------------------|
 PS0730| PID    Reference Object                     Distance      Geod. Az  |
 PS0730|                                                           dddmmss.s |
 PS0730| PS0676 HIGHMORE MUNICIPAL TANK             APPROX. 8.3 KM 1025042.3 |
 PS0730| AB6201 NOEL RM 2                            18.920 METERS 10949     |
 PS0730| AB6175 NOEL AZ MK                                         1423454.0 |
 PS0730| CO6518 NOEL RM 1                            17.300 METERS 35953     |
 PS0730|---------------------------------------------------------------------|
 PS0730
 PS0730                          SUPERSEDED SURVEY CONTROL
 PS0730
 PS0730  NAD 83(1986)-  44 31 47.26175(N)    099 32 34.30220(W) AD(       ) 2
 PS0730  NAD 27      -  44 31 47.31700(N)    099 32 32.89100(W) AD(       ) 2
 PS0730
 PS0730.Superseded values are not recommended for survey control.
 PS0730
 PS0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0730.See file dsdata.pdf to determine how the superseded data were derived.
 PS0730
 PS0730_MARKER: DH = HORIZONTAL CONTROL DISK
 PS0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0730_STAMPING: NOEL 1951 1982
 PS0730_MARK LOGO: NGS
 PS0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0730
 PS0730  HISTORY     - Date     Condition        Report By
 PS0730  HISTORY     - 1982     MONUMENTED       NGS
 PS0730  HISTORY     - 19941130 MARK NOT FOUND   NGS
 PS0730
 PS0730                          STATION DESCRIPTION
 PS0730
 PS0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PS0730'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE EASILY RECOVERED AND AFTER
 PS0730'AN EXTENSIVE SEARCH THE UNDERGROUND STATION MARK WAS RECOVERED.  THE
 PS0730'SURFACE STATION MARK AND REFERENCE MARK 1 WERE APPARENTLY DESTROYED BY
 PS0730'FARM EQUIPMENT.  THE UNDERGROUND MARK WAS RECOVERED ABOUT 0.6 M (2.0
 PS0730'FT) BELOW THE PRESENT SURFACE, THEREFORE, THE POINT WAS HELD, THE OLD
 PS0730'UNDERGROUND MARK REMOVED AND A NEW UNDERGROUND MARK SET DEEPER.  THE
 PS0730'NEW SURFACE MARK WAS SET 0.38 M (1.25 FT) (15 INCHES) BELOW THE
 PS0730'SURFACE.  REFERENCE MARK 3 WAS ALSO ESTABLISHED.  THE DISTANCE TO
 PS0730'REFERENCE MARK 2 WAS NOTED TO BE 0.013 M (0.043 FT) SHORTER THAN THE
 PS0730'1951 DATA.  THE DIRECTIONS CHECKED THE 1951 DATA WITHIN THE ALLOWABLE
 PS0730'NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 8 KM (4.95
 PS0730'MI) WEST OF HIGHMORE, 0.3 KM (0.20 MI) NORTH OF HIGHWAY 14, IN AN
 PS0730'ABANDONED SECTION LINE WHICH IS NOW PARTIALLY CULTIVATED.  TO REACH
 PS0730'THE STATION FROM THE JUNCTION OF HIGHWAYS 14 AND 47 IN HIGHMORE, GO
 PS0730'WEST ON HIGHWAY 14 FOR 7.6 KM (4.70 MI) TO THE AZIMUTH MARK ON THE
 PS0730'LEFT.  CONTINUE WEST ON HIGHWAY 14 FROM 0.2 KM (0.10 MI) TO A SIDE
 PS0730'ROAD LEFT AND A TRACK ROAD RIGHT.  TURN RIGHT, NORTH, AND FOLLOW TRACK
 PS0730'ROAD FOR 0.2 KM (0.10 MI) TO THE END OF THE TRACK ROAD, AT THE
 PS0730'NORTHEAST CORNER OF A GROVE OF TREES AND THE SOUTH EDGE OF A
 PS0730'CULTIVATED FIELD.  CONTINUE NORTH ALONG THE EAST EDGE OF THE FIELD FOR
 PS0730'0.1 KM (0.05 MI) TO THE STATION ON THE LEFT AND THE REFERENCE MARKS ON
 PS0730'THE RIGHT.  THE STATION IS A STANDARD NGS DISK STAMPED--NOEL 1951
 PS0730'1982--SET INTO THE TOP OF A IRREGULAR MASS OF CONCRETE 14 INCHES(35
 PS0730'CM)IN DIAMETER RECESSED 15 INCHES (38 CM) BELOW THE GROUND.  LOCATED
 PS0730'IN CULTIVATED AREA.  LOCATED 19.2 METERS (63.0 FT) W FROM A FENCE.  6
 PS0730'METERS (19.7 FT) E FROM THE PROJECTED EAST SIDE OF A GROVE TREES.  THE
 PS0730'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--NOEL 1951 1982--SET
 PS0730'INTO AN IRREGULAR MASS OF CONCRETE 4 FEET, (1.2 M) 1.3 METERS BELOW
 PS0730'THE SURFACE.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--NOEL
 PS0730'NO 2 1951--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20
 PS0730'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM)ABOVE THE GROUND.  LOCATED
 PS0730'0.43 METERS (1.41 FT) S FROM A METAL WITNESS POST.  0.37 METERS (1.21
 PS0730'FT) W FROM A FENCE, AND 1.6 FEET, (0.5 METERS) HIGHER THAN THE
 PS0730'STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--NOEL
 PS0730'1951 NO 3 1982--SET INTO THE TOP OF A ROUND CONCRETE 12 INCHES (30
 PS0730'CM)IN DIAMETER RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 1.3
 PS0730'FEET (0.4 M) W FROM A FENCE.  1.1 FEET (0.3 M) S FROM A METAL WITNESS
 PS0730'POST.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--NOEL
 PS0730'1951--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20 CM)
 PS0730'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 31.1 METERS (102.0 FT) S
 PS0730'FROM THE CENTER OF HIGHWAY 14.  9.2 METERS (30.2 FT) S FROM A WOODEN
 PS0730'WITNESS POST.  0.3 METERS (1.0 FT) W FROM A METAL WITNESS POST.
 PS0730
 PS0730                          STATION RECOVERY (1994)
 PS0730
 PS0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0730'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0438 ***********************************************************************
 QT0438  DESIGNATION -  NONA
 QT0438  PID         -  QT0438
 QT0438  STATE/COUNTY-  SD/PERKINS
 QT0438  COUNTRY     -  US
 QT0438  USGS QUAD   -  ZEONA NE (2017)
 QT0438
 QT0438                         *CURRENT SURVEY CONTROL
 QT0438  ______________________________________________________________________
 QT0438* NAD 83(1996) POSITION- 45 11 52.02524(N) 102 51 26.17794(W)   ADJUSTED
 QT0438* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 QT0438  ______________________________________________________________________
 QT0438  GEOID HEIGHT    -        -17.460 (meters)                     GEOID18
 QT0438  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 QT0438  HORZ ORDER      -  SECOND
 QT0438
 QT0438.The horizontal coordinates were established by classical geodetic methods
 QT0438.and adjusted by the National Geodetic Survey in January 1998.
 QT0438
 QT0438.The orthometric height was scaled from a topographic map.
 QT0438
 QT0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0438.GEOID18 height accuracy estimate available here.
 QT0438
 QT0438.Click photographs - Photos may exist for this station.
 QT0438
 QT0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0438
 QT0438. The following values were computed from the NAD 83(1996) position.
 QT0438
 QT0438;                    North         East     Units Scale Factor Converg.
 QT0438;SPC SD N     -   155,583.191   375,549.143   MT  0.99994238   -2 01 19.9
 QT0438;SPC SD N     -   510,442.52  1,232,114.15   sFT  0.99994238   -2 01 19.9
 QT0438;UTM  13      - 5,007,155.597   668,297.530   MT  0.99994827   +1 31 14.6
 QT0438
 QT0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0438!SPC SD N     -   0.99986895  x   0.99994238  =   0.99981134
 QT0438!UTM  13      -   0.99986895  x   0.99994827  =   0.99981723
 QT0438
 QT0438:                Primary Azimuth Mark                     Grid Az
 QT0438:SPC SD N     -  NONA AZ MK                               086 50 26.9
 QT0438:UTM  13      -  NONA AZ MK                               083 17 52.4
 QT0438
 QT0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6829707155(NAD 83)
 QT0438
 QT0438|---------------------------------------------------------------------|
 QT0438| PID    Reference Object                     Distance      Geod. Az  |
 QT0438|                                                           dddmmss.s |
 QT0438| CQ8687 NONA RM 1                             7.318 METERS 04628     |
 QT0438| CQ8686 NONA AZ MK                                         0844907.0 |
 QT0438| CQ8688 NONA RM 2                             8.388 METERS 16437     |
 QT0438|---------------------------------------------------------------------|
 QT0438
 QT0438                          SUPERSEDED SURVEY CONTROL
 QT0438
 QT0438  NAD 83(1993)-  45 11 52.01688(N)    102 51 26.17591(W) AD(       ) 2
 QT0438  NAD 83(1986)-  45 11 52.01561(N)    102 51 26.17535(W) AD(       ) 2
 QT0438  NAD 27      -  45 11 52.06000(N)    102 51 24.57500(W) AD(       ) 2
 QT0438
 QT0438.Superseded values are not recommended for survey control.
 QT0438
 QT0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0438.See file dsdata.pdf to determine how the superseded data were derived.
 QT0438
 QT0438_MARKER: DS = TRIANGULATION STATION DISK
 QT0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0438_STAMPING: NONA 1952
 QT0438_MARK LOGO: CGS
 QT0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0438+STABILITY: SURFACE MOTION
 QT0438
 QT0438  HISTORY     - Date     Condition        Report By
 QT0438  HISTORY     - 1952     MONUMENTED       CGS
 QT0438
 QT0438                          STATION DESCRIPTION
 QT0438
 QT0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0438'THE STATION IS ABOUT 20 MILES SOUTH-SOUTHWEST OF STROOL, 3 MILES
 QT0438'EAST OF ZEONA, IN SECTION 11, T 14 N, R 10 E, 85 YARDS SOUTH OF
 QT0438'A GRADED DIRT ROAD, AND 6 FEET EAST-SOUTHEAST OF A 4 X 4 INCH
 QT0438'WITNESS POST.
 QT0438'
 QT0438'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN ZEONA,
 QT0438'GO NORTH ON GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT,
 QT0438'TURN RIGHT AND GO EAST FOR 3.0 MILES TO A WIRE GATE ON RIGHT,
 QT0438'TURN RIGHT THROUGH GATE, TURN LEFT AND GO EAST FOR 0.15 MILE TO
 QT0438'TOP OF KNOLL AND STATION.
 QT0438'
 QT0438'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MAIN ROAD
 QT0438'FOR 0.5 MILE TO THE MARK ON THE LEFT.
 QT0438'
 QT0438'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0438'NONA 1952.
 QT0438'
 QT0438'REFERENCE MARK 1 IS 25 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 QT0438'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED NONA NO 1 1952.
 QT0438'
 QT0438'REFERENCE MARK 2 IS 33 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH
 QT0438'WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 QT0438'STAMPED NONA NO 2 1952.
 QT0438'
 QT0438'THE AZIMUTH MARK IS 31 FEET NORTH OF CENTER OF A GRADED ROAD,
 QT0438'3 FEET WEST-SOUTHWEST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT
 QT0438'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES, AND THE
 QT0438'DISK IS STAMPED NONA 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0560 ***********************************************************************
 QQ0560  DESIGNATION -  NORD
 QQ0560  PID         -  QQ0560
 QQ0560  STATE/COUNTY-  SD/GRANT
 QQ0560  COUNTRY     -  US
 QQ0560  USGS QUAD   -  LABOLT (2017)
 QQ0560
 QQ0560                         *CURRENT SURVEY CONTROL
 QQ0560  ______________________________________________________________________
 QQ0560* NAD 83(1996) POSITION- 45 06 59.36031(N) 096 38 23.31445(W)   ADJUSTED
 QQ0560* NAVD 88 ORTHO HEIGHT -   347.    (meters)     1138.    (feet) SCALED
 QQ0560  ______________________________________________________________________
 QQ0560  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 QQ0560  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 QQ0560  HORZ ORDER      -  SECOND
 QQ0560
 QQ0560.The horizontal coordinates were established by classical geodetic methods
 QQ0560.and adjusted by the National Geodetic Survey in January 1998.
 QQ0560
 QQ0560.The orthometric height was scaled from a topographic map.
 QQ0560
 QQ0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0560.GEOID18 height accuracy estimate available here.
 QQ0560
 QQ0560.Click photographs - Photos may exist for this station.
 QQ0560
 QQ0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0560
 QQ0560. The following values were computed from the NAD 83(1996) position.
 QQ0560
 QQ0560;                    North         East     Units Scale Factor Converg.
 QQ0560;SPC SD N     -   148,073.700   864,311.150   MT  0.99993976   +2 22 41.3
 QQ0560;SPC SD N     -   485,805.13  2,835,660.83   sFT  0.99993976   +2 22 41.3
 QQ0560;UTM  14      - 4,998,600.919   685,641.654   MT  1.00002377   +1 40 22.0
 QQ0560
 QQ0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0560!SPC SD N     -   0.99994960  x   0.99993976  =   0.99988936
 QQ0560!UTM  14      -   0.99994960  x   1.00002377  =   0.99997337
 QQ0560
 QQ0560:                Primary Azimuth Mark                     Grid Az
 QQ0560:SPC SD N     -  SCHLIESMAN RESET                         355 16 07.5
 QQ0560:UTM  14      -  SCHLIESMAN RESET                         355 58 26.8
 QQ0560
 QQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8564198600(NAD 83)
 QQ0560
 QQ0560|---------------------------------------------------------------------|
 QQ0560| PID    Reference Object                     Distance      Geod. Az  |
 QQ0560|                                                           dddmmss.s |
 QQ0560| QQ0566 MILBANK C M ST PP RNDHSE RR TK      APPROX.11.8 KM 0005818.4 |
 QQ0560| QQ0563 MILBANK MUNICIPAL TANK              APPROX.11.3 KM 0014850.9 |
 QQ0560| QQ0562 MILBANK CONG CHURCH SPIRE           APPROX.11.5 KM 0025254.4 |
 QQ0560| QQ0564 MILBANK SCHOOL CUPOLA               APPROX.11.5 KM 0032756.9 |
 QQ0560| QQ0565 MILBANK ST LAWRENCE CATH CH         APPROX.11.7 KM 0035321.6 |
 QQ0560| CO9312 NORD RM 1                            46.243 METERS 03406     |
 QQ0560| QQ0545 ORTONVILLE MUNICIPAL TANK           APPROX.26.6 KM 0355317.3 |
 QQ0560| QQ0526 NASSAU ST JAMES CATH CH SPIRE       APPROX.16.6 KM 1085509.9 |
 QQ0560| CO9311 NORD AZ MK                                         1095906.8 |
 QQ0560| CO9313 NORD RM 2                            58.480 METERS 15235     |
 QQ0560| QQ0559 SCHLIESMAN RESET                    APPROX.23.4 KM 3573848.8 |
 QQ0560|---------------------------------------------------------------------|
 QQ0560
 QQ0560                          SUPERSEDED SURVEY CONTROL
 QQ0560
 QQ0560  NAD 83(1986)-  45 06 59.35849(N)    096 38 23.30307(W) AD(       ) 2
 QQ0560  NAD 27      -  45 06 59.48600(N)    096 38 22.08500(W) AD(       ) 2
 QQ0560
 QQ0560.Superseded values are not recommended for survey control.
 QQ0560
 QQ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0560.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0560
 QQ0560_MARKER: DS = TRIANGULATION STATION DISK
 QQ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0560_STAMPING: NORD 1935
 QQ0560_MARK LOGO: CGS
 QQ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0560+STABILITY: SURFACE MOTION
 QQ0560
 QQ0560  HISTORY     - Date     Condition        Report By
 QQ0560  HISTORY     - 1935     MONUMENTED       CGS
 QQ0560  HISTORY     - 1966     GOOD             MNHD
 QQ0560  HISTORY     - 1972     GOOD             USGS
 QQ0560
 QQ0560                          STATION DESCRIPTION
 QQ0560
 QQ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0560'STATION IS LOCATED ABOUT 7 MILES S OF MILBANK, ON LAND OWNED
 QQ0560'BY JOHN NORD, IN NE 1/4 SEC. 14, T 119 N, R 49 W.
 QQ0560'
 QQ0560'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QQ0560'BRONZE DISKS SET IN CONCRETE.
 QQ0560'
 QQ0560'TO REACH FROM COURTHOUSE IN MILBANK, GO W 0.25 MILE, TURN L,
 QQ0560'S, 7.0 MILES TO FARMHOUSE AND STATION ON R, W.  MARK IS 58
 QQ0560'FEET W OF CENTER LINE OF U.S. 77, 85 FEET N OF CENTER LINE OF
 QQ0560'DRIVEWAY TO HOUSE, IN E-W FENCE LINE.  IT PROJECTS ABOUT 6
 QQ0560'INCHES.
 QQ0560'
 QQ0560'REFERENCE MARK NO. 1 IS NE OF STATION, 35 FEET E OF CENTER LINE
 QQ0560'OF U.S. 77, IN N-S FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES.
 QQ0560'REFERENCE MARK NO. 2 IS SE OF STATION, 35 FEET E OF CENTER
 QQ0560'LINE OF U.S. 77, IN N-S FENCE LINE.  MARK PROJECTS ABOUT 6
 QQ0560'INCHES.
 QQ0560'
 QQ0560'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE E. REACHED FROM STATION
 QQ0560'BY GOING S ON U.S. 77, 0.6 MILE, TURN L, E, GO 1.0 MILE,
 QQ0560'TURN L, N, GO 0.25 MILE TO MARK ON R, 25 FEET E OF CENTER LINE
 QQ0560'OF N-S ROAD, 1 FOOT N OF TELEPHONE POLE.  MARK PROJECTS ABOUT
 QQ0560'6 INCHES.
 QQ0560'
 QQ0560'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QQ0560
 QQ0560                          STATION RECOVERY (1966)
 QQ0560
 QQ0560'RECOVERY NOTE BY MN HIGHWAY DEPT 1966 (NGF)
 QQ0560'STATION MARK AND REFERENCE MARK NO. 1 FOUND AS DESCRIBED IN GOOD
 QQ0560'CONDITION.  REFERENCE MARK NO. 2 SEARCHED FOR, NOT FOUND.
 QQ0560'AZIMUTH MARK NOT SEARCHED FOR.
 QQ0560'
 QQ0560'ADDITIONS TO DESCRIPTION FOLLOWS--TO REACH FROM MILBANK, JUNCTION
 QQ0560'OF T.H. 77 AND T.H. 12 GO SOUTH ON T.H. 77 FOR 7.0 MILES AND
 QQ0560'STATION ON RIGHT.
 QQ0560'
 QQ0560'REFERENCE MARK NO. 1 IS ON BACKSLOPE OF T.H. 77, EAST SIDE AND IS
 QQ0560'15 FEET WEST OF A NS R/W FENCE.
 QQ0560
 QQ0560                          STATION RECOVERY (1972)
 QQ0560
 QQ0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QQ0560'STATION MARK WAS FOUND IN GOOD CONDITION NEAR TREE SHELTER
 QQ0560'BELT.
 QQ0560'
 QQ0560'R.M. 1 IS O.K. AND ON THE EAST BANK OF THE ROAD FILL.
 QQ0560'
 QQ0560'R.M. 2 WAS NOT FOUND.
 QQ0560'
 QQ0560'AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0726 ***********************************************************************
 QS0726  DESIGNATION -  NORMAN
 QS0726  PID         -  QS0726
 QS0726  STATE/COUNTY-  SD/WALWORTH
 QS0726  COUNTRY     -  US
 QS0726  USGS QUAD   -  AKASKA NE (2017)
 QS0726
 QS0726                         *CURRENT SURVEY CONTROL
 QS0726  ______________________________________________________________________
 QS0726* NAD 83(1996) POSITION- 45 22 44.68312(N) 100 02 17.63741(W)   ADJUSTED
 QS0726* NAVD 88 ORTHO HEIGHT -   626.080 (meters)     2054.06  (feet) ADJUSTED
 QS0726  ______________________________________________________________________
 QS0726  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 QS0726  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 QS0726  DYNAMIC HEIGHT  -        626.013 (meters)     2053.84  (feet) COMP
 QS0726  MODELED GRAVITY -    980,488.4   (mgal)                       NAVD 88
 QS0726
 QS0726  HORZ ORDER      -  SECOND
 QS0726  VERT ORDER      -  FIRST     CLASS II
 QS0726
 QS0726.The horizontal coordinates were established by classical geodetic methods
 QS0726.and adjusted by the National Geodetic Survey in January 1998.
 QS0726
 QS0726.The orthometric height was determined by differential leveling and
 QS0726.adjusted by the NATIONAL GEODETIC SURVEY
 QS0726.in July 1998.
 QS0726
 QS0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0726.GEOID18 height accuracy estimate available here.
 QS0726
 QS0726.Click photographs - Photos may exist for this station.
 QS0726
 QS0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0726
 QS0726.The dynamic height is computed by dividing the NAVD 88
 QS0726.geopotential number by the normal gravity value computed on the
 QS0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0726.degrees latitude (g = 980.6199 gals.).
 QS0726
 QS0726.The modeled gravity was interpolated from observed gravity values.
 QS0726
 QS0726. The following values were computed from the NAD 83(1996) position.
 QS0726
 QS0726;                    North         East     Units Scale Factor Converg.
 QS0726;SPC SD N     -   171,770.081   597,005.557   MT  0.99995546   -0 01 37.4
 QS0726;SPC SD N     -   563,549.01  1,958,675.73   sFT  0.99995546   -0 01 37.4
 QS0726;UTM  14      - 5,025,586.873   418,712.814   MT  0.99968124   -0 44 20.5
 QS0726
 QS0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0726!SPC SD N     -   0.99990533  x   0.99995546  =   0.99986080
 QS0726!UTM  14      -   0.99990533  x   0.99968124  =   0.99958660
 QS0726
 QS0726:                Primary Azimuth Mark                     Grid Az
 QS0726:SPC SD N     -  GARY                                     000 17 41.8
 QS0726:UTM  14      -  GARY                                     001 00 24.9
 QS0726
 QS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1871225586(NAD 83)
 QS0726
 QS0726|---------------------------------------------------------------------|
 QS0726| PID    Reference Object                     Distance      Geod. Az  |
 QS0726|                                                           dddmmss.s |
 QS0726| QS0727 GARY                                APPROX. 6.6 KM 0001604.4 |
 QS0726| AE5307 NORMAN RM 2                          29.249 METERS 08856     |
 QS0726| AE5306 NORMAN RM 1                          20.055 METERS 18027     |
 QS0726|---------------------------------------------------------------------|
 QS0726
 QS0726                          SUPERSEDED SURVEY CONTROL
 QS0726
 QS0726  NAD 83(1986)-  45 22 44.67339(N)    100 02 17.63835(W) AD(       ) 2
 QS0726  NAD 27      -  45 22 44.71186(N)    100 02 16.19749(W) AD(       ) 2
 QS0726
 QS0726.Superseded values are not recommended for survey control.
 QS0726
 QS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0726.See file dsdata.pdf to determine how the superseded data were derived.
 QS0726
 QS0726_MARKER: DD = SURVEY DISK
 QS0726_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0726+WITH SETTING: INFORMATION.
 QS0726_STAMPING: NORMAN ET 1967
 QS0726_MARK LOGO: USGS
 QS0726_PROJECTION: FLUSH
 QS0726_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0726+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 QS0726
 QS0726  HISTORY     - Date     Condition        Report By
 QS0726  HISTORY     - 1967     MONUMENTED       USGS
 QS0726  HISTORY     - 19970309 GOOD             NGS
 QS0726
 QS0726                          STATION DESCRIPTION
 QS0726
 QS0726'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0726'THE STATION IS LOCATED APPROX. 14.0 MI S. OF THE TOWN OF SELBY,
 QS0726'T. 122 N., R. 76 W., NEAR THE NE. COR. OF THE SE 1/4 OF SEC.
 QS0726'17.
 QS0726'
 QS0726'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83
 QS0726'AND STATE HWY. 103 AT SELBY, GO S. ALONG U.S. HWY. 83 FOR 9.0
 QS0726'MI TO CREST HILL AND STATION ON RIGHT (W.).
 QS0726'
 QS0726'STATION MARK IS 16 FT S. AND 48 FT W. OF CROSS-FIELD DRIVE,
 QS0726'3 FT E. OF FENCE, 3 FT E. OF USGS WITNESS POST, STAMPED ET
 QS0726'NORMAN 1967.
 QS0726'
 QS0726'REFERENCE MARK NO. 1 IS S. OF THE STATION, 81 FT S. AND 48 FT
 QS0726'W. OF CENTER OF HWY. AT A CROSS-FIELD ENTRANCE, 2 FT E. OF FENCE,
 QS0726'STAMPED NORMAN NO. 1 1967.
 QS0726'
 QS0726'REFERENCE MARK NO. 2 IS E. OF THE STATION, 14 FT S. AND 48
 QS0726'FT E. OF CENTER OF HWY. AT A CROSS-FIELD ENTRANCE, STAMPED
 QS0726'NORMAN NO 2 1967.
 QS0726'
 QS0726'AZIMUTH MARK - NONE SET.
 QS0726'
 QS0726'REFERENCE AZIMUTH - NONE OBSERVED.
 QS0726'
 QS0726'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0726'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0726'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0726'
 QS0726'STANDARD BRACED TRIPOD USED.
 QS0726
 QS0726                          STATION RECOVERY (1997)
 QS0726
 QS0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0726'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0726'STATE HIGHWAY 130 IN SELBY, THENCE 8.1 KM (5.05 MI) SOUTHERLY ALONG
 QS0726'U.S. HIGHWAY 83, 207.0 M (679.1 FT) SOUTH OF MILEPOST 201, 29.2 M
 QS0726'(95.8 FT) WEST OF REFERENCE MARK 2, 20.0 M (65.6 FT) WEST OF REFERENCE
 QS0726'MARK 1, 14.0 M (45.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7
 QS0726'FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) EAST OF A
 QS0726'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QS0726'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH
 QS0726'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1107 ***********************************************************************
 PT1107  DESIGNATION -  NORMAN
 PT1107  PID         -  PT1107
 PT1107  STATE/COUNTY-  SD/STANLEY
 PT1107  COUNTRY     -  US
 PT1107  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT1107
 PT1107                         *CURRENT SURVEY CONTROL
 PT1107  ______________________________________________________________________
 PT1107* NAD 83(1996) POSITION- 44 30 03.30179(N) 101 07 31.42236(W)   ADJUSTED
 PT1107* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 PT1107  ______________________________________________________________________
 PT1107  GEOID HEIGHT    -        -22.112 (meters)                     GEOID18
 PT1107  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 PT1107  HORZ ORDER      -  SECOND
 PT1107
 PT1107.The horizontal coordinates were established by classical geodetic methods
 PT1107.and adjusted by the National Geodetic Survey in January 1998.
 PT1107
 PT1107.The orthometric height was scaled from a topographic map.
 PT1107
 PT1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1107.GEOID18 height accuracy estimate available here.
 PT1107
 PT1107.Click photographs - Photos may exist for this station.
 PT1107
 PT1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1107
 PT1107. The following values were computed from the NAD 83(1996) position.
 PT1107
 PT1107;                    North         East     Units Scale Factor Converg.
 PT1107;SPC SD S     -   241,114.142   537,008.000   MT  1.00002567   -0 32 47.1
 PT1107;SPC SD S     -   791,055.31  1,761,833.75   sFT  1.00002567   -0 32 47.1
 PT1107;UTM  14      - 4,929,708.139   331,037.786   MT  0.99995109   -1 29 24.3
 PT1107
 PT1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1107!SPC SD S     -   0.99989114  x   1.00002567  =   0.99991680
 PT1107!UTM  14      -   0.99989114  x   0.99995109  =   0.99984223
 PT1107
 PT1107:                Primary Azimuth Mark                     Grid Az
 PT1107:SPC SD S     -  NORMAN AZ MK                             317 12 28.2
 PT1107:UTM  14      -  NORMAN AZ MK                             318 09 05.4
 PT1107
 PT1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3103729708(NAD 83)
 PT1107
 PT1107|---------------------------------------------------------------------|
 PT1107| PID    Reference Object                     Distance      Geod. Az  |
 PT1107|                                                           dddmmss.s |
 PT1107| CQ3623 NORMAN RM 1                          32.330 METERS 07940     |
 PT1107| CQ3625 NORMAN RM 3                                        19744     |
 PT1107| CQ3626 NORMAN RM 4                                        22242     |
 PT1107| CQ3622 NORMAN AZ MK                                       3163941.1 |
 PT1107| CQ3624 NORMAN RM 2                          25.616 METERS 34350     |
 PT1107|---------------------------------------------------------------------|
 PT1107
 PT1107                          SUPERSEDED SURVEY CONTROL
 PT1107
 PT1107  NAD 83(1986)-  44 30 03.29571(N)    101 07 31.42449(W) AD(       ) 2
 PT1107  NAD 27      -  44 30 03.35800(N)    101 07 29.90300(W) AD(       ) 2
 PT1107
 PT1107.Superseded values are not recommended for survey control.
 PT1107
 PT1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1107.See file dsdata.pdf to determine how the superseded data were derived.
 PT1107
 PT1107_MARKER: DS = TRIANGULATION STATION DISK
 PT1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1107_STAMPING: NORMAN 1952
 PT1107_MARK LOGO: CGS
 PT1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1107+STABILITY: SURFACE MOTION
 PT1107
 PT1107  HISTORY     - Date     Condition        Report By
 PT1107  HISTORY     - 1952     MONUMENTED       CGS
 PT1107  HISTORY     - 1977     SEE DESCRIPTION  NGS
 PT1107
 PT1107                          STATION DESCRIPTION
 PT1107
 PT1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1107'THE STATION IS IN SECTION 8, T 6 N, R 25 E, ABOUT 9 MILES
 PT1107'NORTH AND 5 MILES WEST OF HAYES, 1-1/2 MILES EAST OF THE
 PT1107'HAAKON-STANLEY COUNTY LINE, 1/2 MILE EAST OF STATE HIGHWAY
 PT1107'63, 174 FEET SOUTH OF A WIRE FENCE AND 5 FEET NORTH OF A
 PT1107'WHITE 4 IN X 4 IN WITNESS POST.
 PT1107'
 PT1107'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1107'AND STATE HIGHWAY 63 AT KELLARS CORNER (5 MILES WEST OF
 PT1107'HAYES) GO WEST AND NORTH ON STATE HIGHWAY 63 FOR 7.55 MILES
 PT1107'TO A SIDE ROAD ON THE RIGHT, CONTINUE NORTHERLY ON THE HIGHWAY
 PT1107'FOR 2 MILES TO A WIRE GATE ON THE RIGHT AND BENCH MARK Y72,
 PT1107'GO THROUGH GATE AND GO EAST ON THE SOUTH SIDE OF A FENCE LINE
 PT1107'FOR 0.55 MILE TO THE TOP OF A RIDGE AND THE STATION AS
 PT1107'DESCRIBED.
 PT1107'
 PT1107'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 PT1107'SOUTH SIDE OF A FENCE LINE FOR 0.55 MILE TO A GATE, GO
 PT1107'THROUGH AND GO NORTH ON THE HIGHWAY FOR 0.45 MILE TO THE
 PT1107'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.
 PT1107'
 PT1107'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 PT1107'NORMAN 1952.
 PT1107'
 PT1107'REFERENCE MARK 1 IS 158 FEET EAST OF A WIRE FENCE.  THE MARK
 PT1107'PROJECTS 6 INCHES AND THE DISK IS STAMPED NORMAN NO 1 1952.
 PT1107'
 PT1107'REFERENCE MARK 2 IS 95 FEET SOUTH OF A WIRE FENCE.  THE MARK
 PT1107'PROJECTS 7 INCHES AND THE DISK IS STAMPED NORMAN NO 2 1952.
 PT1107'
 PT1107'THE AZIMUTH MARK IS 52 FEET EAST OF THE CENTER OF THE HIGHWAY,
 PT1107'3 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT
 PT1107'EAST OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 PT1107'IS STAMPED NORMAN 1952.
 PT1107'
 PT1107'THE BENCH MARK IS 64 FEET EAST OF THE CENTER OF THE HIGHWAY, 30
 PT1107'FEET SOUTHEAST OF A GATE POST AND 14 FEET EAST OF A WIRE FENCE.
 PT1107'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 PT1107'MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST,
 PT1107'THATS PROJECTS 10 INCHES AND THE DISK IS STAMPED Y72 1934.
 PT1107'(NOTE.  A 37-FOOT TOWER IS NEEDED AT STATION NORMAN TO SEE THIS
 PT1107'MARK)
 PT1107'
 PT1107'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PT1107
 PT1107                          STATION RECOVERY (1977)
 PT1107
 PT1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PT1107'THE SURFACE STATION MARK WAS FOUND DESTROYED, THE TOP OF THE
 PT1107'MONUMENT WAS RECOVERED WITH THE DISK INTACT, THE BASE OF THE
 PT1107'MONUMENT WAS FOUND IN PLACE.  THE AZIMUTH MARK APPEARED TO BE IN
 PT1107'GOOD CONDITION BUT THE DIRECTION DIFFERED BY 18-SECONDS, THERE
 PT1107'WERE NO SCUFF MARKS ON THE MARK BUT IT WAS TILTED SLIGHTLY TO THE
 PT1107'SOUTH.  REFERENCE MARK NO. 1 WAS FOUND IN PLACE BUT SCUFFED UP,
 PT1107'IT HAD BEEN HIT BY FARM MACHINERY AND THE DISK WAS CURLED UP.
 PT1107'REFERENCE MARK NO. 2 WAS NOT RECOVERED.  THE UNDERGROUND
 PT1107'STATION MARK WAS FOUND IN GOOD CONDITION WITH THE PROTECTIVE
 PT1107'BOARD STILL IN PLACE, THE POSITION OF THE MARK WAS HELD AND THE
 PT1107'MARK REMOVED, A NEW STATION MARK WAS SET LOWER AND A SURFACE
 PT1107'STATION MARK PLUMBED OVER IT AND SET AT 15-INCHES BELOW GROUND
 PT1107'LEVEL, TWO IRON PINS WERE DRIVEN INTO THE EDGE OF THE MARK TO MAKE
 PT1107'IT MAGNETIC.  REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.  THE DISK WAS
 PT1107'REMOVED FROM REFERENCE MARK NO. 1 AND THE MONUMENT WAS REMOVED
 PT1107'FROM THE FIELD.
 PT1107'
 PT1107'A NEW DESCRIPTION FOLLOWS--
 PT1107'
 PT1107'THE STATION IS LOCATED ABOUT 9 MILES NORTH AND 5 MILES WEST OF
 PT1107'HAYES, 1-1/2 MILES EAST OF THE HAAKON-STANLEY COUNTY LINE, AND 1/2
 PT1107'MILE EAST OF STATE HIGHWAY 63, ON THE TOP OF A HIGH RIDGE IN
 PT1107'SECTION 8, T 6 N, R 25 E, IN A CULTIVATED FIELD ON PROPERTY OF MR.
 PT1107'GENE STOESER.
 PT1107'
 PT1107'TO REACH THE STATION FROM THE HIGHWAY BRIDGE IN HAYES, GO WEST ON
 PT1107'STATE HIGHWAY 34 AND U.S. HIGHWAY 14 FOR 5.4 MILES TO THE JUNCTION
 PT1107'WITH STATE HIGHWAY 63 LEADING SOUTH, CONTINUE WEST ON STATE HIGHWAY
 PT1107'34 FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY 63 LEADING
 PT1107'NORTH, TURN RIGHT AND GO NORTH ON HIGHWAY 63 FOR 9.05 MILE TO A
 PT1107'WIRE GATE AND BENCH MARK Y 72 1934 ON THE RIGHT AND THE DRIVEWAY
 PT1107'ON THE LEFT LEADING INTO THE GENE STOESER RESIDENCE.  TURN
 PT1107'RIGHT AND GO THRU WIRE GATE AND FOLLOW TRACK ROAD EASTERLY UP
 PT1107'HILL TO A 3-WAY FENCE CORNER AND A WIRE GATE AND THE STATION AS
 PT1107'DESCRIBED.
 PT1107'
 PT1107'TO REACH THE AZIMUTH MARK FROM BENCH MARK Y 72, CONTINUE NORTH ON THE
 PT1107'HIGHWAY 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PT1107'
 PT1107'THE STATION MARKS ARE STANDARD DISKS STAMPED NORMAN 1952 1977.  THE
 PT1107'UNDERGROUND MARK IS SET IN THE TOP OF A BLOCK OF CONCRETE 3.5 FEET
 PT1107'BELOW THE SURFACE.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND
 PT1107'CONCRETE MONUMENT 15-INCHES BELOW GROUND LEVEL.  THE MARKS ARE 333
 PT1107'FEET NORTHEAST OF THE 3-WAY FENCE CORNER.
 PT1107'
 PT1107'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NORMAN 1952 NO 3
 PT1107'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT1107'10-INCHES.  IT IS 138 FEET EAST OF THE 3-WAY FENCE CORNER, 1-FOOT
 PT1107'NORTH OF A FENCE, AND 3.5 FEET WEST OF A METAL WITNESS POST.
 PT1107'
 PT1107'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED NORMAN 1952 NO 4
 PT1107'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT1107'5-INCHES.  IT IS 5 FEET WEST OF THE 3-WAY FENCE CORNER, 3.5 FEET
 PT1107'SOUTHEAST OF THE EAST END OF THE GATE, AND 2.4 FEET SOUTHWEST OF A
 PT1107'METAL WITNESS POST.
 PT1107'
 PT1107'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORMAN 1952, SET IN THE
 PT1107'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT IS
 PT1107'150 FEET NORTH OF THE BOTTOM OF A DRAW, 146 FEET SOUTH OF THE
 PT1107'CENTER OF A FIELD ENTRANCE, 52 FEET EAST OF THE CENTER OF THE ROAD,
 PT1107'AND 1.2 FEET SOUTH OF A METAL WITNESS POST.
 PT1107'
 PT1107'NOTE--THE DEEP CREEK LUTHERAN CHURCH SPIRE 1952 POSITION IS NO LONGER
 PT1107'VALID.  THE CHURCH WAS MOVED ABOUT 70 FEET TO THE NORTH IN 1954.
 PT1107'
 PT1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES NNW
 PT1107'OF HAYES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5306 ***********************************************************************
 AE5306  DESIGNATION -  NORMAN RM 1
 AE5306  PID         -  AE5306
 AE5306  STATE/COUNTY-  SD/WALWORTH
 AE5306  COUNTRY     -  US
 AE5306  USGS QUAD   -  AKASKA NE (2017)
 AE5306
 AE5306                         *CURRENT SURVEY CONTROL
 AE5306  ______________________________________________________________________
 AE5306* NAD 83(1986) POSITION- 45 22 44.03   (N) 100 02 17.64   (W)   HD_HELD1
 AE5306* NAVD 88 ORTHO HEIGHT -   626.071 (meters)     2054.03  (feet) ADJUSTED
 AE5306  ______________________________________________________________________
 AE5306  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 AE5306  DYNAMIC HEIGHT  -        626.004 (meters)     2053.81  (feet) COMP
 AE5306  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 AE5306
 AE5306  VERT ORDER      -  FIRST     CLASS II
 AE5306
 AE5306.The horizontal coordinates were determined by differentially corrected
 AE5306.hand held GPS observations or other comparable positioning techniques
 AE5306.and have an estimated accuracy of +/- 3 meters.
 AE5306
 AE5306.The orthometric height was determined by differential leveling and
 AE5306.adjusted by the NATIONAL GEODETIC SURVEY
 AE5306.in July 1998.
 AE5306
 AE5306.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5306.GEOID18 height accuracy estimate available here.
 AE5306
 AE5306.Click photographs - Photos may exist for this station.
 AE5306
 AE5306.The dynamic height is computed by dividing the NAVD 88
 AE5306.geopotential number by the normal gravity value computed on the
 AE5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5306.degrees latitude (g = 980.6199 gals.).
 AE5306
 AE5306.The modeled gravity was interpolated from observed gravity values.
 AE5306
 AE5306;                    North         East    Units  Estimated Accuracy
 AE5306;SPC SD N     -   171,749.9     597,005.5     MT  (+/- 3 meters HH1 GPS) 
 AE5306
 AE5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1871225566(NAD 83)
 AE5306
 AE5306                          SUPERSEDED SURVEY CONTROL
 AE5306
 AE5306.No superseded survey control is available for this station.
 AE5306
 AE5306_MARKER: DR = REFERENCE MARK DISK
 AE5306_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5306+WITH SETTING: INFORMATION.
 AE5306_STAMPING: NORMAN 1 1967
 AE5306_MARK LOGO: USGS
 AE5306_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5306+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE5306
 AE5306  HISTORY     - Date     Condition        Report By
 AE5306  HISTORY     - 1967     MONUMENTED       USGS
 AE5306  HISTORY     - 19970309 GOOD             NGS
 AE5306
 AE5306                          STATION DESCRIPTION
 AE5306
 AE5306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5306'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE5306'STATE HIGHWAY 130 IN SELBY, THENCE 8.1 KM (5.05 MI) SOUTHERLY ALONG
 AE5306'U.S. HIGHWAY 83, 227.0 M (744.7 FT) SOUTH OF MILEPOST 201, 35.5 M
 AE5306'(116.5 FT) SOUTHWEST OF REFERENCE MARK 2, 20.0 M (65.6 FT) SOUTH OF
 AE5306'THE STATION MARK, 14.8 M (48.6 FT) WEST OF THE HIGHWAY CENTERLINE, 0.5
 AE5306'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF
 AE5306'A WITNESS POST AND FENCE.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE
 AE5306'PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5307 ***********************************************************************
 AE5307  DESIGNATION -  NORMAN RM 2
 AE5307  PID         -  AE5307
 AE5307  STATE/COUNTY-  SD/WALWORTH
 AE5307  COUNTRY     -  US
 AE5307  USGS QUAD   -  AKASKA NE (2017)
 AE5307
 AE5307                         *CURRENT SURVEY CONTROL
 AE5307  ______________________________________________________________________
 AE5307* NAD 83(1986) POSITION- 45 22 44.70   (N) 100 02 16.29   (W)   HD_HELD1
 AE5307* NAVD 88 ORTHO HEIGHT -   626.107 (meters)     2054.15  (feet) ADJUSTED
 AE5307  ______________________________________________________________________
 AE5307  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 AE5307  DYNAMIC HEIGHT  -        626.040 (meters)     2053.93  (feet) COMP
 AE5307  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 AE5307
 AE5307  VERT ORDER      -  FIRST     CLASS II
 AE5307
 AE5307.The horizontal coordinates were determined by differentially corrected
 AE5307.hand held GPS observations or other comparable positioning techniques
 AE5307.and have an estimated accuracy of +/- 3 meters.
 AE5307
 AE5307.The orthometric height was determined by differential leveling and
 AE5307.adjusted by the NATIONAL GEODETIC SURVEY
 AE5307.in July 1998.
 AE5307
 AE5307.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5307.GEOID18 height accuracy estimate available here.
 AE5307
 AE5307.Click photographs - Photos may exist for this station.
 AE5307
 AE5307.The dynamic height is computed by dividing the NAVD 88
 AE5307.geopotential number by the normal gravity value computed on the
 AE5307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5307.degrees latitude (g = 980.6199 gals.).
 AE5307
 AE5307.The modeled gravity was interpolated from observed gravity values.
 AE5307
 AE5307;                    North         East    Units  Estimated Accuracy
 AE5307;SPC SD N     -   171,770.6     597,034.9     MT  (+/- 3 meters HH1 GPS) 
 AE5307
 AE5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1874225587(NAD 83)
 AE5307
 AE5307                          SUPERSEDED SURVEY CONTROL
 AE5307
 AE5307.No superseded survey control is available for this station.
 AE5307
 AE5307_MARKER: DR = REFERENCE MARK DISK
 AE5307_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5307+WITH SETTING: INFORMATION.
 AE5307_STAMPING: NORMAN 2 1967
 AE5307_MARK LOGO: USGS
 AE5307_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5307+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 AE5307
 AE5307  HISTORY     - Date     Condition        Report By
 AE5307  HISTORY     - 1967     MONUMENTED       USGS
 AE5307  HISTORY     - 19970309 GOOD             NGS
 AE5307
 AE5307                          STATION DESCRIPTION
 AE5307
 AE5307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5307'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE5307'STATE HIGHWAY 130 IN SELBY, THENCE 8.1 KM (5.05 MI) SOUTHERLY ALONG
 AE5307'U.S. HIGHWAY 83, 207.0 M (679.1 FT) SOUTH OF MILEPOST 201, 35.5 M
 AE5307'(116.5 FT) NORTHEAST OF REFERENCE MARK 1, 29.2 M (95.8 FT) EAST OF THE
 AE5307'STATION MARK, 14.4 M (47.2 FT) EAST OF THE HIGHWAY CENTERLINE, 4.4 M
 AE5307'(14.4 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) WEST
 AE5307'OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE5307'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS
 AE5307'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2312 ***********************************************************************
 PU2312  DESIGNATION -  NORRIS
 PU2312  PID         -  PU2312
 PU2312  STATE/COUNTY-  SD/PENNINGTON
 PU2312  COUNTRY     -  US
 PU2312  USGS QUAD   -  PACTOLA DAM (2017)
 PU2312
 PU2312                         *CURRENT SURVEY CONTROL
 PU2312  ______________________________________________________________________
 PU2312* NAD 83(1996) POSITION- 44 05 48.66214(N) 103 25 34.55989(W)   ADJUSTED
 PU2312* NAVD 88 ORTHO HEIGHT -  1520.    (meters)     4987.    (feet) SCALED
 PU2312  ______________________________________________________________________
 PU2312  GEOID HEIGHT    -        -14.616 (meters)                     GEOID18
 PU2312  LAPLACE CORR    -        -15.23  (seconds)                    DEFLEC18
 PU2312  HORZ ORDER      -  SECOND
 PU2312
 PU2312.The horizontal coordinates were established by classical geodetic methods
 PU2312.and adjusted by the National Geodetic Survey in January 1998.
 PU2312
 PU2312.The orthometric height was scaled from a topographic map.
 PU2312
 PU2312.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2312.GEOID18 height accuracy estimate available here.
 PU2312
 PU2312.Click photographs - Photos may exist for this station.
 PU2312
 PU2312.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2312
 PU2312. The following values were computed from the NAD 83(1996) position.
 PU2312
 PU2312;                    North         East     Units Scale Factor Converg.
 PU2312;SPC SD S     -   200,526.319   352,403.162   MT  0.99994171   -2 08 01.2
 PU2312;SPC SD S     -   657,893.43  1,156,176.04   sFT  0.99994171   -2 08 01.2
 PU2312;UTM  13      - 4,883,833.907   625,967.774   MT  0.99979516   +1 05 42.9
 PU2312
 PU2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2312!SPC SD S     -   0.99976408  x   0.99994171  =   0.99970580
 PU2312!UTM  13      -   0.99976408  x   0.99979516  =   0.99955929
 PU2312
 PU2312:                Primary Azimuth Mark                     Grid Az
 PU2312:SPC SD S     -  SAMMIS                                   111 14 17.7
 PU2312:UTM  13      -  SAMMIS                                   108 00 33.6
 PU2312
 PU2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2596783833(NAD 83)
 PU2312
 PU2312|---------------------------------------------------------------------|
 PU2312| PID    Reference Object                     Distance      Geod. Az  |
 PU2312|                                                           dddmmss.s |
 PU2312| PU2305 SAMMIS                              APPROX.15.4 KM 1090616.5 |
 PU2312| CQ3629 NORRIS RM 1                          16.176 METERS 15324     |
 PU2312| CQ3630 NORRIS RM 2                          15.784 METERS 21856     |
 PU2312| PU2311 NORRIS PEAK LOOKOUT TOWER            11.509 METERS 24715     |
 PU2312|---------------------------------------------------------------------|
 PU2312
 PU2312                          SUPERSEDED SURVEY CONTROL
 PU2312
 PU2312  NAD 83(1993)-  44 05 48.65444(N)    103 25 34.56315(W) AD(       ) 2
 PU2312  NAD 83(1986)-  44 05 48.65382(N)    103 25 34.56318(W) AD(       ) 2
 PU2312  NAD 27      -  44 05 48.70700(N)    103 25 32.87500(W) AD(       ) 2
 PU2312
 PU2312.Superseded values are not recommended for survey control.
 PU2312
 PU2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2312.See file dsdata.pdf to determine how the superseded data were derived.
 PU2312
 PU2312_MARKER: DS = TRIANGULATION STATION DISK
 PU2312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2312_STAMPING: NORRIS 1950
 PU2312_MARK LOGO: CGS
 PU2312_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2312
 PU2312  HISTORY     - Date     Condition        Report By
 PU2312  HISTORY     - 1950     MONUMENTED       CGS
 PU2312
 PU2312                          STATION DESCRIPTION
 PU2312
 PU2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2312'STATION IS LOCATED ON THE SUMMIT OF NORRIS PEAK IN THE BLACK
 PU2312'HILLS NATIONAL FOREST, ABOUT 10 MILES WEST AND 2 MILES NORTH OF
 PU2312'RAPID CITY, AND 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF LOG
 PU2312'HOUSE.
 PU2312'
 PU2312'STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED NORRIS
 PU2312'1950.
 PU2312'
 PU2312'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE SOUTHEAST CORNER OF LOG
 PU2312'HOUSE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2312'NORRIS NO 1 1950.
 PU2312'
 PU2312'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE NORTHWEST CORNER OF A
 PU2312'LOG HOUSE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PU2312'NORRIS NO 2 1950.
 PU2312'
 PU2312'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 PU2312'IRON PIPE.  REFERENCE MARKS ARE STANDARD DISKS SET IN OUTCROPPING
 PU2312'BEDROCK.  THERE WAS NO POINT VISIBLE FROM THE GROUND AT WHICH
 PU2312'AN AZIMUTH MARK COULD BE ESTABLISHED.
 PU2312'
 PU2312'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2311 ***********************************************************************
 PU2311  DESIGNATION -  NORRIS PEAK LOOKOUT TOWER
 PU2311  PID         -  PU2311
 PU2311  STATE/COUNTY-  SD/PENNINGTON
 PU2311  COUNTRY     -  US
 PU2311  USGS QUAD   -  PACTOLA DAM (2017)
 PU2311
 PU2311                         *CURRENT SURVEY CONTROL
 PU2311  ______________________________________________________________________
 PU2311* NAD 83(1996) POSITION- 44 05 48.51791(N) 103 25 35.03705(W)   ADJUSTED
 PU2311  ______________________________________________________________________
 PU2311  GEOID HEIGHT    -        -14.615 (meters)                     GEOID18
 PU2311  LAPLACE CORR    -        -15.24  (seconds)                    DEFLEC18
 PU2311  HORZ ORDER      -  THIRD
 PU2311
 PU2311.The horizontal coordinates were established by classical geodetic methods
 PU2311.and adjusted by the National Geodetic Survey in January 1998.
 PU2311
 PU2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2311.GEOID18 height accuracy estimate available here.
 PU2311
 PU2311.Click photographs - Photos may exist for this station.
 PU2311
 PU2311.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2311
 PU2311. The following values were computed from the NAD 83(1996) position.
 PU2311
 PU2311;                    North         East     Units Scale Factor Converg.
 PU2311;SPC SD S     -   200,522.266   352,392.390   MT  0.99994170   -2 08 01.5
 PU2311;SPC SD S     -   657,880.13  1,156,140.70   sFT  0.99994170   -2 08 01.5
 PU2311;UTM  13      - 4,883,829.255   625,957.249   MT  0.99979512   +1 05 42.6
 PU2311
 PU2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2595783829(NAD 83)
 PU2311
 PU2311                          SUPERSEDED SURVEY CONTROL
 PU2311
 PU2311  NAD 83(1993)-  44 05 48.51021(N)    103 25 35.04031(W) AD(       ) 3
 PU2311  NAD 83(1986)-  44 05 48.50959(N)    103 25 35.04037(W) AD(       ) 3
 PU2311  NAD 27      -  44 05 48.56300(N)    103 25 33.35200(W) AD(       ) 3
 PU2311
 PU2311.Superseded values are not recommended for survey control.
 PU2311
 PU2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2311.See file dsdata.pdf to determine how the superseded data were derived.
 PU2311
 PU2311_MARKER: 57 = LOOKOUT TOWER
 PU2311
 PU2311  HISTORY     - Date     Condition        Report By
 PU2311  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2311
 PU2311                          STATION DESCRIPTION
 PU2311
 PU2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2311'STATION IS LOCATED ON THE SUMMIT OF NORRIS PEAK IN THE BLACK
 PU2311'HILLS NATIONAL FOREST, ABOUT 10 MILES WEST AND 2 MILES NORTH
 PU2311'OF RAPID CITY, AND 11.510 METERS (37.78 FEET) WEST OF
 PU2311'TRIANGULATION STATION NORRIS.
 PU2311'
 PU2311'IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 70 FEET HIGH WITH
 PU2311'A GLASSED-IN LOOOUT.
 PU2311'
 PU2311'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE LOOKOUT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1841 ***********************************************************************
 PU1841  DESIGNATION -  NORTH
 PU1841  PID         -  PU1841
 PU1841  STATE/COUNTY-  SD/BUTTE
 PU1841  COUNTRY     -  US
 PU1841  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1841
 PU1841                         *CURRENT SURVEY CONTROL
 PU1841  ______________________________________________________________________
 PU1841* NAD 83(1996) POSITION- 44 58 28.60819(N) 103 52 20.84144(W)   ADJUSTED
 PU1841* NAVD 88 ORTHO HEIGHT -   956.543 (meters)     3138.26  (feet) ADJUSTED
 PU1841  ______________________________________________________________________
 PU1841  GEOID HEIGHT    -        -15.825 (meters)                     GEOID18
 PU1841  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 PU1841  DYNAMIC HEIGHT  -        956.292 (meters)     3137.43  (feet) COMP
 PU1841  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU1841
 PU1841  HORZ ORDER      -  SECOND
 PU1841  VERT ORDER      -  SECOND    CLASS 0
 PU1841
 PU1841.The horizontal coordinates were established by classical geodetic methods
 PU1841.and adjusted by the National Geodetic Survey in January 1998.
 PU1841
 PU1841.The orthometric height was determined by differential leveling and
 PU1841.adjusted by the NATIONAL GEODETIC SURVEY
 PU1841.in June 1991.
 PU1841
 PU1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1841.GEOID18 height accuracy estimate available here.
 PU1841
 PU1841.Click photographs - Photos may exist for this station.
 PU1841
 PU1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1841
 PU1841.The dynamic height is computed by dividing the NAVD 88
 PU1841.geopotential number by the normal gravity value computed on the
 PU1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1841.degrees latitude (g = 980.6199 gals.).
 PU1841
 PU1841.The modeled gravity was interpolated from observed gravity values.
 PU1841
 PU1841. The following values were computed from the NAD 83(1996) position.
 PU1841
 PU1841;                    North         East     Units Scale Factor Converg.
 PU1841;SPC SD N     -   134,125.557   294,669.098   MT  0.99994000   -2 44 26.5
 PU1841;SPC SD N     -   440,043.60    966,760.20   sFT  0.99994000   -2 44 26.5
 PU1841;UTM  13      - 4,980,748.630   588,906.967   MT  0.99969719   +0 47 49.2
 PU1841
 PU1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1841!SPC SD N     -   0.99985253  x   0.99994000  =   0.99979254
 PU1841!UTM  13      -   0.99985253  x   0.99969719  =   0.99954976
 PU1841
 PU1841:                Primary Azimuth Mark                     Grid Az
 PU1841:SPC SD N     -  NORTH AZ MK                              252 16 22.9
 PU1841:UTM  13      -  NORTH AZ MK                              248 44 07.2
 PU1841
 PU1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8890680748(NAD 83)
 PU1841
 PU1841|---------------------------------------------------------------------|
 PU1841| PID    Reference Object                     Distance      Geod. Az  |
 PU1841|                                                           dddmmss.s |
 PU1841| PU1842 NORTH RM 1                           13.171 METERS 07824     |
 PU1841| PU1840 NORTH RM 2                           15.846 METERS 16612     |
 PU1841| CQ3631 NORTH AZ MK                                        2493156.4 |
 PU1841|---------------------------------------------------------------------|
 PU1841
 PU1841                          SUPERSEDED SURVEY CONTROL
 PU1841
 PU1841  NAD 83(1993)-  44 58 28.60442(N)    103 52 20.84094(W) AD(       ) 2
 PU1841  NAD 83(1986)-  44 58 28.59721(N)    103 52 20.83697(W) AD(       ) 2
 PU1841  NAD 27      -  44 58 28.63970(N)    103 52 19.08730(W) AD(       ) 2
 PU1841  NGVD 29 (??/??/92)  956.051  (m)         3136.64   (f) ADJ UNCH    2 0
 PU1841  NGVD 29             956.05   (m)         3136.6    (f) LEVELING    3  
 PU1841
 PU1841.Superseded values are not recommended for survey control.
 PU1841
 PU1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1841.See file dsdata.pdf to determine how the superseded data were derived.
 PU1841
 PU1841_MARKER: DS = TRIANGULATION STATION DISK
 PU1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1841_STAMPING: NORTH 1962
 PU1841_MARK LOGO: CGS
 PU1841_PROJECTION: FLUSH
 PU1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1841+STABILITY: SURFACE MOTION
 PU1841
 PU1841  HISTORY     - Date     Condition        Report By
 PU1841  HISTORY     - 1962     MONUMENTED       CGS
 PU1841  HISTORY     - 1962     GOOD             CGS
 PU1841
 PU1841                          STATION DESCRIPTION
 PU1841
 PU1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1841'THE STATION IS 21.5 MILES NORTH OF BELLE FOURCHE, ON THE TOP
 PU1841'AND NEAR THE SOUTH END OF A LOW FLAT-TOPPED KNOLL WHICH LIES
 PU1841'BETWEEN A NORTH-SOUTH GRAVEL ROAD AND NORTH INDIAN CREEK, ON
 PU1841'THE WEST SIDE OF SECTION 27, T 12 N, R 2 E, AND ON PROPERTY
 PU1841'OWNED BY DAVIS RANCHES INC.
 PU1841'
 PU1841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 PU1841'212, 0.7 MILE NORTH OF THE CENTER OF BELLE FOURCHE, GO NORTH ON
 PU1841'HIGHWAY 85 FOR 10.75 MILES TO THE OWL CREEK BRIDGE.  CONTINUE
 PU1841'NORTH ON HIGHWAY 85 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT AT
 PU1841'A SIGN GUSTAVE.  TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD
 PU1841'FOR 4.7 MILES TO A POWER COMPANY SUB-STATION ON THE RIGHT.
 PU1841'CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 4.0 MILES TO A SIDE
 PU1841'ROAD ON THE LEFT AND A TRACK ROAD AND WIRE GATE ON THE RIGHT.
 PU1841'CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 0.95 MILE TO A WIRE
 PU1841'GATE ON EACH SIDE OF THE ROAD.  TURN RIGHT, PASS THROUGH THE
 PU1841'GATE, AND GO EAST FOR 0.1 MILE TO THE TOP OF THE KNOLL AND
 PU1841'THE STATION.
 PU1841'
 PU1841'STATION MARKS ARE STANDARD DISKS STAMPED NORTH 1962.  THE SURFACE
 PU1841'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 PU1841'OF THE GROUND.  IT IS 4.7 FEET SOUTH OF A METAL WITNESS POST.
 PU1841'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PU1841'36 INCHES BELOW THE SURFACE OF THE GROUND.
 PU1841'
 PU1841'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NORTH NO 1 1962, IS
 PU1841'SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 PU1841'GROUND.  IT IS 44.5 FEET EAST OF THE METAL WITNESS POST AND
 PU1841'NEAR THE EAST SIDE OF THE TOP OF THE KNOLL.
 PU1841'
 PU1841'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NORTH NO 2 1962, IS
 PU1841'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 PU1841'GROUND.  IT IS 56.5 FEET SOUTH OF THE METAL WITNESS POST AND
 PU1841'NEAR THE SOUTH SIDE OF THE TOP OF THE KNOLL.
 PU1841'
 PU1841'AZIMUTH MARK, A STANDARD DISK STAMPED NORTH 1962, IS SET IN
 PU1841'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 197
 PU1841'FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 19 FEET NORTH OF THE
 PU1841'CENTER OF A DIM TRACK ROAD AND 2.5 FEET NORTHEAST OF THE METAL
 PU1841'WITNESS POST.
 PU1841'
 PU1841'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.1 MILE WEST
 PU1841'TO THE GRAVEL ROAD.  TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD
 PU1841'FOR 0.95 MILE TO A SIDE ROAD ON THE RIGHT AND A TRACK ROAD AND
 PU1841'WIRE GATE ON THE LEFT.  TURN RIGHT, CROSS A CATTLE GUARD, AND
 PU1841'GO NORTHWEST AND NORTH ON A GRAVEL ROAD FOR 0.95 MILE TO A DIM
 PU1841'TRACK ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTHEAST
 PU1841'ON THE DIM TRACK ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 PU1841'LEFT.
 PU1841'
 PU1841'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU1841
 PU1841                          STATION RECOVERY (1962)
 PU1841
 PU1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1841'22.3 MI N FROM BELLE FOURCHE.
 PU1841'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1841'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 9.75
 PU1841'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS
 PU1841'COUNTRY TO THE TOP OF A HILL AND THE SITE OF THE MARK, 4.7 FEET
 PU1841'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 PU1841'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1842 ***********************************************************************
 PU1842  DESIGNATION -  NORTH RM 1
 PU1842  PID         -  PU1842
 PU1842  STATE/COUNTY-  SD/BUTTE
 PU1842  COUNTRY     -  US
 PU1842  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1842
 PU1842                         *CURRENT SURVEY CONTROL
 PU1842  ______________________________________________________________________
 PU1842* NAD 83(1986) POSITION- 44 58 28.69   (N) 103 52 20.25   (W)   HD_HELD1
 PU1842* NAVD 88 ORTHO HEIGHT -   956.289 (meters)     3137.42  (feet) ADJUSTED
 PU1842  ______________________________________________________________________
 PU1842  GEOID HEIGHT    -        -15.825 (meters)                     GEOID18
 PU1842  DYNAMIC HEIGHT  -        956.038 (meters)     3136.60  (feet) COMP
 PU1842  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU1842
 PU1842  VERT ORDER      -  SECOND    CLASS 0
 PU1842
 PU1842.The horizontal coordinates were determined by differentially corrected
 PU1842.hand held GPS observations or other comparable positioning techniques
 PU1842.and have an estimated accuracy of +/- 3 meters.
 PU1842
 PU1842.The orthometric height was determined by differential leveling and
 PU1842.adjusted by the NATIONAL GEODETIC SURVEY
 PU1842.in June 1991.
 PU1842
 PU1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1842.GEOID18 height accuracy estimate available here.
 PU1842
 PU1842.Click photographs - Photos may exist for this station.
 PU1842
 PU1842.The dynamic height is computed by dividing the NAVD 88
 PU1842.geopotential number by the normal gravity value computed on the
 PU1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1842.degrees latitude (g = 980.6199 gals.).
 PU1842
 PU1842.The modeled gravity was interpolated from observed gravity values.
 PU1842
 PU1842;                    North         East    Units  Estimated Accuracy
 PU1842;SPC SD N     -   134,127.5     294,682.2     MT  (+/- 3 meters HH1 GPS) 
 PU1842
 PU1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8891980751(NAD 83)
 PU1842
 PU1842                          SUPERSEDED SURVEY CONTROL
 PU1842
 PU1842  NGVD 29 (??/??/92)  955.797  (m)         3135.81   (f) ADJ UNCH    2 0
 PU1842
 PU1842.Superseded values are not recommended for survey control.
 PU1842
 PU1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1842.See file dsdata.pdf to determine how the superseded data were derived.
 PU1842
 PU1842_MARKER: DR = REFERENCE MARK DISK
 PU1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1842_STAMPING: NORTH NO 1 1962
 PU1842_MARK LOGO: CGS
 PU1842_PROJECTION: FLUSH
 PU1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1842+STABILITY: SURFACE MOTION
 PU1842
 PU1842  HISTORY     - Date     Condition        Report By
 PU1842  HISTORY     - 1962     MONUMENTED       CGS
 PU1842
 PU1842                          STATION DESCRIPTION
 PU1842
 PU1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1842'22.3 MI N FROM BELLE FOURCHE.
 PU1842'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1842'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 9.75
 PU1842'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS
 PU1842'COUNTRY TO THE TOP OF A HILL, 43.2 FEET EAST-NORTHEAST OF NORTH
 PU1842'1962 TRIANGULATION STATION, 44.3 FEET EAST-NORTHEAST OF A METAL
 PU1842'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PU1842'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1840 ***********************************************************************
 PU1840  DESIGNATION -  NORTH RM 2
 PU1840  PID         -  PU1840
 PU1840  STATE/COUNTY-  SD/BUTTE
 PU1840  COUNTRY     -  US
 PU1840  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1840
 PU1840                         *CURRENT SURVEY CONTROL
 PU1840  ______________________________________________________________________
 PU1840* NAD 83(1986) POSITION- 44 58 28.11   (N) 103 52 20.67   (W)   HD_HELD1
 PU1840* NAVD 88 ORTHO HEIGHT -   955.979 (meters)     3136.41  (feet) ADJUSTED
 PU1840  ______________________________________________________________________
 PU1840  GEOID HEIGHT    -        -15.825 (meters)                     GEOID18
 PU1840  DYNAMIC HEIGHT  -        955.729 (meters)     3135.59  (feet) COMP
 PU1840  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU1840
 PU1840  VERT ORDER      -  SECOND    CLASS 0
 PU1840
 PU1840.The horizontal coordinates were determined by differentially corrected
 PU1840.hand held GPS observations or other comparable positioning techniques
 PU1840.and have an estimated accuracy of +/- 3 meters.
 PU1840
 PU1840.The orthometric height was determined by differential leveling and
 PU1840.adjusted by the NATIONAL GEODETIC SURVEY
 PU1840.in June 1991.
 PU1840
 PU1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1840.GEOID18 height accuracy estimate available here.
 PU1840
 PU1840.Click photographs - Photos may exist for this station.
 PU1840
 PU1840.The dynamic height is computed by dividing the NAVD 88
 PU1840.geopotential number by the normal gravity value computed on the
 PU1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1840.degrees latitude (g = 980.6199 gals.).
 PU1840
 PU1840.The modeled gravity was interpolated from observed gravity values.
 PU1840
 PU1840;                    North         East    Units  Estimated Accuracy
 PU1840;SPC SD N     -   134,110.0     294,672.1     MT  (+/- 3 meters HH1 GPS) 
 PU1840
 PU1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8891080733(NAD 83)
 PU1840
 PU1840                          SUPERSEDED SURVEY CONTROL
 PU1840
 PU1840  NGVD 29 (??/??/92)  955.487  (m)         3134.79   (f) ADJ UNCH    2 0
 PU1840
 PU1840.Superseded values are not recommended for survey control.
 PU1840
 PU1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1840.See file dsdata.pdf to determine how the superseded data were derived.
 PU1840
 PU1840_MARKER: DR = REFERENCE MARK DISK
 PU1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1840_STAMPING: NORTH NO 2 1962
 PU1840_MARK LOGO: CGS
 PU1840_PROJECTION: FLUSH
 PU1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1840+STABILITY: SURFACE MOTION
 PU1840
 PU1840  HISTORY     - Date     Condition        Report By
 PU1840  HISTORY     - 1962     MONUMENTED       CGS
 PU1840
 PU1840                          STATION DESCRIPTION
 PU1840
 PU1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1840'22.3 MI N FROM BELLE FOURCHE.
 PU1840'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1840'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 9.75
 PU1840'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS
 PU1840'COUNTRY TO THE TOP OF A HILL, IN SECTION 27, T 12 N, R 2 E, 52.0
 PU1840'FEET SOUTH OF NORTH 1962 TRIANGULATION STATION, AND SET IN THE
 PU1840'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2658 ***********************************************************************
 PU2658  DESIGNATION -  NORTH ZONE ENG SPEARFISH
 PU2658  PID         -  PU2658
 PU2658  STATE/COUNTY-  SD/LAWRENCE
 PU2658  COUNTRY     -  US
 PU2658  USGS QUAD   -  JOLLY (2017)
 PU2658
 PU2658                         *CURRENT SURVEY CONTROL
 PU2658  ______________________________________________________________________
 PU2658* NAD 83(1996) POSITION- 44 30 16.04870(N) 103 51 33.91120(W)   ADJUSTED
 PU2658* NAD 83(1996) ELLIP HT-  1080.080 (meters)        (05/25/04)   ADJUSTED
 PU2658* NAVD 88 ORTHO HEIGHT -  1094.7   (meters)     3592.    (feet) VERTCON3
 PU2658  ______________________________________________________________________
 PU2658  GEOID HEIGHT    -        -14.625 (meters)                     GEOID18
 PU2658  NAD 83(1996) X  - -1,091,617.351 (meters)                     COMP
 PU2658  NAD 83(1996) Y  - -4,424,456.739 (meters)                     COMP
 PU2658  NAD 83(1996) Z  -  4,448,998.603 (meters)                     COMP
 PU2658  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 PU2658  HORZ ORDER      -  FIRST
 PU2658  ELLP ORDER      -  FOURTH    CLASS II
 PU2658
 PU2658.The horizontal coordinates were established by GPS observations
 PU2658.and adjusted by the National Geodetic Survey in January 1998.
 PU2658
 PU2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2658
 PU2658.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2658.GEOID18 height accuracy estimate available here.
 PU2658
 PU2658.Click photographs - Photos may exist for this station.
 PU2658
 PU2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2658
 PU2658.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2658
 PU2658.The ellipsoidal height was determined by GPS observations
 PU2658.and is referenced to NAD 83.
 PU2658
 PU2658. The following values were computed from the NAD 83(1996) position.
 PU2658
 PU2658;                    North         East     Units Scale Factor Converg.
 PU2658;SPC SD N     -    81,891.283   293,206.471   MT  0.99998434   -2 43 53.3
 PU2658;SPC SD N     -   268,671.65    961,961.56   sFT  0.99998434   -2 43 53.3
 PU2658;UTM  13      - 4,928,536.986   590,666.766   MT  0.99970109   +0 47 58.4
 PU2658
 PU2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2658!SPC SD N     -   0.99983068  x   0.99998434  =   0.99981502
 PU2658!UTM  13      -   0.99983068  x   0.99970109  =   0.99953182
 PU2658
 PU2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9066628536(NAD 83)
 PU2658
 PU2658                          SUPERSEDED SURVEY CONTROL
 PU2658
 PU2658  ELLIP H (01/23/98) 1080.137  (m)                       GP(       ) 4 1
 PU2658  NAD 83(1993)-  44 30 16.04189(N)    103 51 33.91414(W) AD(       ) 1
 PU2658  NAD 83(1986)-  44 30 16.03631(N)    103 51 33.90455(W) AD(       ) 1
 PU2658  NGVD 29 (06/17/92) 1094.1    (m)  GEOID90  model used  GPS OBS        
 PU2658
 PU2658.Superseded values are not recommended for survey control.
 PU2658
 PU2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2658.See file dsdata.pdf to determine how the superseded data were derived.
 PU2658
 PU2658_MARKER: DD = SURVEY DISK
 PU2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2658_STAMPING: NZES 1991
 PU2658_MARK LOGO: USFS
 PU2658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PU2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2658+STABILITY: SURFACE MOTION
 PU2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2658+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 PU2658
 PU2658  HISTORY     - Date     Condition        Report By
 PU2658  HISTORY     - 1991     MONUMENTED       USFS
 PU2658  HISTORY     - 20070829 GOOD             NJS
 PU2658
 PU2658                          STATION DESCRIPTION
 PU2658
 PU2658'DESCRIBED BY US FOREST SERVICE 1991
 PU2658'THE STATION IS LOCATED IN THE REAR PARKING LOT OF THE SPEARFISH RANGER
 PU2658'DISTRICT OF THE BLACK HILLS NATIONAL FOREST AT 2014 N. MAIN,
 PU2658'SPEARFISH, S.D..
 PU2658'FROM EXIT NO. 10 ON INTERSATE 90, TRAVEL SOUTH ON HIGHWAY 14 1.6 MI
 PU2658'(2.57 KM) . TO THE SPEARFISH DISTRICT OFFICE. THE STATION IS 3.1 FEET
 PU2658'WEST OF A NORTH-SOUTH CHAINLINK FENCE AND 9.8 FEET NORTH OF THE
 PU2658'EAST-WEST CHAINLINK FENCE.
 PU2658
 PU2658                          STATION RECOVERY (2007)
 PU2658
 PU2658'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0595 ***********************************************************************
 QR0595  DESIGNATION -  NORTHVILLE HIGH SCH DOME FLAG
 QR0595  PID         -  QR0595
 QR0595  STATE/COUNTY-  SD/SPINK
 QR0595  COUNTRY     -  US
 QR0595  USGS QUAD   -  NORTHVILLE (2017)
 QR0595
 QR0595                         *CURRENT SURVEY CONTROL
 QR0595  ______________________________________________________________________
 QR0595* NAD 83(1996) POSITION- 45 09 14.50160(N) 098 34 56.99078(W)   ADJUSTED
 QR0595  ______________________________________________________________________
 QR0595  GEOID HEIGHT    -        -24.280 (meters)                     GEOID18
 QR0595  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 QR0595  HORZ ORDER      -  THIRD
 QR0595
 QR0595.The horizontal coordinates were established by classical geodetic methods
 QR0595.and adjusted by the National Geodetic Survey in January 1998.
 QR0595
 QR0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0595.GEOID18 height accuracy estimate available here.
 QR0595
 QR0595.Click photographs - Photos may exist for this station.
 QR0595
 QR0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0595
 QR0595. The following values were computed from the NAD 83(1996) position.
 QR0595
 QR0595;                    North         East     Units Scale Factor Converg.
 QR0595;SPC SD N     -   147,735.050   711,453.431   MT  0.99994072   +1 00 11.6
 QR0595;SPC SD N     -   484,694.08  2,334,160.13   sFT  0.99994072   +1 00 11.6
 QR0595;UTM  14      - 5,000,145.989   532,817.304   MT  0.99961324   +0 17 45.7
 QR0595
 QR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3281700145(NAD 83)
 QR0595
 QR0595                          SUPERSEDED SURVEY CONTROL
 QR0595
 QR0595  NAD 83(1986)-  45 09 14.50972(N)    098 34 56.98321(W) AD(       ) 3
 QR0595  NAD 27      -  45 09 14.60000(N)    098 34 55.64000(W) AD(       ) 3
 QR0595
 QR0595.Superseded values are not recommended for survey control.
 QR0595
 QR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0595.See file dsdata.pdf to determine how the superseded data were derived.
 QR0595
 QR0595_MARKER: 62 = FLAGPOLE
 QR0595
 QR0595  HISTORY     - Date     Condition        Report By
 QR0595  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0595
 QR0595                          STATION DESCRIPTION
 QR0595
 QR0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0595'POINT OBSERVED UPON WAS THE FLAGPOLE ATOP THE SILVER DOME OF
 QR0595'HIGH SCHOOL BUILDING LOCATED ON THE S EDGE OF TOWN.  RED BRICK
 QR0595'BUILDING, BUILT IN 1910.
 QR0595'
 QR0595'STATION WAS OBSERVED FROM SNAKE AND BRILL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0333 ***********************************************************************
 PR0333  DESIGNATION -  NORTHWESTERN 1 RESET
 PR0333  PID         -  PR0333
 PR0333  STATE/COUNTY-  SD/CODINGTON
 PR0333  COUNTRY     -  US
 PR0333  USGS QUAD   -  KRANZBURG (2017)
 PR0333
 PR0333                         *CURRENT SURVEY CONTROL
 PR0333  ______________________________________________________________________
 PR0333* NAD 83(1986) POSITION- 44 53 41.     (N) 096 59 09.     (W)   SCALED
 PR0333* NAVD 88 ORTHO HEIGHT -   583.95  (meters)     1915.8   (feet) RESET
 PR0333  ______________________________________________________________________
 PR0333  GEOID HEIGHT    -        -25.161 (meters)                     GEOID18
 PR0333  VERT ORDER      -  THIRD
 PR0333
 PR0333.The horizontal coordinates were scaled from a map and have
 PR0333.an estimated accuracy of +/- 6 seconds.
 PR0333
 PR0333.The orthometric height was computed from unverified reset data.
 PR0333
 PR0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0333.GEOID18 height accuracy estimate available here.
 PR0333
 PR0333.Click photographs - Photos may exist for this station.
 PR0333
 PR0333;                    North         East    Units  Estimated Accuracy
 PR0333;SPC SD N     -   122,380.      838,020.      MT  (+/- 180 meters Scaled)
 PR0333
 PR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ590732(NAD 83)
 PR0333
 PR0333                          SUPERSEDED SURVEY CONTROL
 PR0333
 PR0333.No superseded survey control is available for this station.
 PR0333
 PR0333_MARKER: DE = TRAVERSE STATION DISK
 PR0333_SETTING: 0 = UNSPECIFIED SETTING
 PR0333_STAMPING: RESET 1958
 PR0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0333
 PR0333  HISTORY     - Date     Condition        Report By
 PR0333  HISTORY     - 1958     MONUMENTED       SDHD
 PR0333
 PR0333                          STATION DESCRIPTION
 PR0333
 PR0333'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1958
 PR0333'3.3 MI W FROM KRANZBURG.
 PR0333'ABOUT 3.3 MILES WEST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 PR0333'RAILWAY FROM KRANZBURG, CODINGTON COUNTY, IN THE CENTER OF THE
 PR0333'SOUTHEAST 1/4 SECTION 31, T 117 N, R 51 W, 50.5 FEET NORTH OF THE
 PR0333'CENTER OF THE ABANDONED RAILROAD GRADE AND 731 FEET WEST OF THE
 PR0333'SECTION LINE.  ABOUT 14 INCHES BELOW THE GROUND AND THE DISK WAS
 PR0333'STAMPED RESET 1958.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0771 ***********************************************************************
 OQ0771  DESIGNATION -  NORWAY
 OQ0771  PID         -  OQ0771
 OQ0771  STATE/COUNTY-  SD/MINNEHAHA
 OQ0771  COUNTRY     -  US
 OQ0771  USGS QUAD   -  GARRETSON WEST (2017)
 OQ0771
 OQ0771                         *CURRENT SURVEY CONTROL
 OQ0771  ______________________________________________________________________
 OQ0771* NAD 83(1996) POSITION- 43 43 56.13391(N) 096 35 22.76521(W)   ADJUSTED
 OQ0771* NAVD 88 ORTHO HEIGHT -   485.    (meters)     1591.    (feet) SCALED
 OQ0771  ______________________________________________________________________
 OQ0771  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OQ0771  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 OQ0771  HORZ ORDER      -  THIRD
 OQ0771
 OQ0771.The horizontal coordinates were established by classical geodetic methods
 OQ0771.and adjusted by the National Geodetic Survey in January 1998.
 OQ0771
 OQ0771.The orthometric height was scaled from a topographic map.
 OQ0771
 OQ0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0771.GEOID18 height accuracy estimate available here.
 OQ0771
 OQ0771.Click photographs - Photos may exist for this station.
 OQ0771
 OQ0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0771
 OQ0771. The following values were computed from the NAD 83(1996) position.
 OQ0771
 OQ0771;                    North         East     Units Scale Factor Converg.
 OQ0771;SPC SD S     -   162,204.592   901,483.393   MT  0.99990884   +2 34 57.3
 OQ0771;SPC SD S     -   532,166.23  2,957,616.77   sFT  0.99990884   +2 34 57.3
 OQ0771;UTM  14      - 4,844,959.637   694,116.623   MT  1.00006350   +1 40 00.3
 OQ0771
 OQ0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0771!SPC SD S     -   0.99992802  x   0.99990884  =   0.99983686
 OQ0771!UTM  14      -   0.99992802  x   1.00006350  =   0.99999151
 OQ0771
 OQ0771:                Primary Azimuth Mark                     Grid Az
 OQ0771:SPC SD S     -  NORWAY AZ MK                             088 42 41.3
 OQ0771:UTM  14      -  NORWAY AZ MK                             089 37 38.3
 OQ0771
 OQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9411644959(NAD 83)
 OQ0771
 OQ0771|---------------------------------------------------------------------|
 OQ0771| PID    Reference Object                     Distance      Geod. Az  |
 OQ0771|                                                           dddmmss.s |
 OQ0771| CO3367 NORWAY AZ MK                                       0911738.6 |
 OQ0771| CO3368 NORWAY RM 1                                        19008     |
 OQ0771| OQ0773 NORWAY EV LUTH CH STEEPLE            61.102 METERS 19355     |
 OQ0771| CO3369 NORWAY RM 2                                        34656     |
 OQ0771|---------------------------------------------------------------------|
 OQ0771
 OQ0771                          SUPERSEDED SURVEY CONTROL
 OQ0771
 OQ0771  NAD 83(1995)-  43 43 56.13702(N)    096 35 22.74633(W) AD(       ) 3
 OQ0771  NAD 83(1986)-  43 43 56.13721(N)    096 35 22.74353(W) AD(       ) 3
 OQ0771  NAD 27      -  43 43 56.23300(N)    096 35 21.58000(W) AD(       ) 3
 OQ0771
 OQ0771.Superseded values are not recommended for survey control.
 OQ0771
 OQ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0771.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0771
 OQ0771_MARKER: DS = TRIANGULATION STATION DISK
 OQ0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0771_STAMPING: NORWAY 1949
 OQ0771_MARK LOGO: CGS
 OQ0771_PROJECTION: FLUSH
 OQ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0771+STABILITY: SURFACE MOTION
 OQ0771
 OQ0771  HISTORY     - Date     Condition        Report By
 OQ0771  HISTORY     - 1949     MONUMENTED       CGS
 OQ0771  HISTORY     - 1966     GOOD             CGS
 OQ0771
 OQ0771                          STATION DESCRIPTION
 OQ0771
 OQ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0771'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-SOUTHEAST OF
 OQ0771'BALTIC, 4.5 MILES WEST-NORTHWEST OF GARRETSON, ON GROUNDS OF
 OQ0771'THE NORWAY LUTHERAN CHURCH.  IT IS 136 FEET NORTH-NORTHEAST
 OQ0771'OF THE NORTHEAST CORNER OF THE CHURCH AND 14 FEET EAST OF THE
 OQ0771'CEMETERY FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0771'AND THE DISK IS STAMPED NORWAY 1949.
 OQ0771'
 OQ0771'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE SOUTHEAST CORNER
 OQ0771'OF THE CEMETERY AND 1 FOOT EAST OF THE FENCE.  THE MARK IS
 OQ0771'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OQ0771'NORWAY NO 1 1949.
 OQ0771'
 OQ0771'REFERENCE MARK NO. 2 IS 8 FEET SOUTH OF THE NORTHEAST CORNER
 OQ0771'OF THE CEMETERY AND 1.5 FEET EAST OF THE FENCE.  THE MARK IS
 OQ0771'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OQ0771'NORWAY NO 2 1949.
 OQ0771'
 OQ0771'AZIMUTH MARK IS 0.7 MILE EAST-SOUTHEAST OF THE STATION, 34
 OQ0771'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A
 OQ0771'WITNESS POST AND 1.5 FEET WEST OF A TELEPHONE POLE.  THE MARK
 OQ0771'PROJECTS 6 INCHES AND THE DISK IS STAMPED NORWAY 1949.
 OQ0771'
 OQ0771'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 OQ0771'77 IN THE EAST EDGE OF DELL RAPIDS, GO SOUTH ON HIGHWAY 77
 OQ0771'FOR 4.4 MILES TO CROSSROADS WITH SERVICE STATION ON EITHER
 OQ0771'SIDE OF ROAD, TURN LEFT (EAST) ON GRAVELED ROAD FOR 6.1 MILES TO
 OQ0771'CROSSROADS, TURN RIGHT (SOUTH) 2.0 MILES TO CROSSROADS, TURN
 OQ0771'LEFT (EAST) 0.1 MILE TO A CHURCH ON THE RIGHT AND THE STATION
 OQ0771'AS DESCRIBED.
 OQ0771'
 OQ0771'TO REACH THE AZIMUTH FROM THE STATION, GO EAST 0.7 MILE TO THE
 OQ0771'MARK ON THE RIGHT.
 OQ0771'
 OQ0771'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OQ0771
 OQ0771                          STATION RECOVERY (1966)
 OQ0771
 OQ0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OQ0771'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 OQ0771'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OQ0771'
 OQ0771'THE 1949 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 OQ0771'
 OQ0771'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 OQ0771'EAST-SOUTHEAST OF BELTIC, ABOUT 6.0 MILES SOUTHEAST OF DELL
 OQ0771'RAPIDS AND ON THE GROUNDS OF THE NORWAY LUTHERAN CHURCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0773 ***********************************************************************
 OQ0773  DESIGNATION -  NORWAY EV LUTH CH STEEPLE
 OQ0773  PID         -  OQ0773
 OQ0773  STATE/COUNTY-  SD/MINNEHAHA
 OQ0773  COUNTRY     -  US
 OQ0773  USGS QUAD   -  GARRETSON WEST (2017)
 OQ0773
 OQ0773                         *CURRENT SURVEY CONTROL
 OQ0773  ______________________________________________________________________
 OQ0773* NAD 83(1996) POSITION- 43 43 54.21228(N) 096 35 23.42211(W)   ADJUSTED
 OQ0773  ______________________________________________________________________
 OQ0773  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OQ0773  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 OQ0773  HORZ ORDER      -  THIRD
 OQ0773
 OQ0773.The horizontal coordinates were established by classical geodetic methods
 OQ0773.and adjusted by the National Geodetic Survey in January 1998.
 OQ0773
 OQ0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0773.GEOID18 height accuracy estimate available here.
 OQ0773
 OQ0773.Click photographs - Photos may exist for this station.
 OQ0773
 OQ0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0773
 OQ0773. The following values were computed from the NAD 83(1996) position.
 OQ0773
 OQ0773;                    North         East     Units Scale Factor Converg.
 OQ0773;SPC SD S     -   162,144.687   901,471.380   MT  0.99990882   +2 34 56.8
 OQ0773;SPC SD S     -   531,969.69  2,957,577.35   sFT  0.99990882   +2 34 56.8
 OQ0773;UTM  14      - 4,844,899.923   694,103.653   MT  1.00006344   +1 39 59.8
 OQ0773
 OQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9410344899(NAD 83)
 OQ0773
 OQ0773                          SUPERSEDED SURVEY CONTROL
 OQ0773
 OQ0773  NAD 83(1995)-  43 43 54.21440(N)    096 35 23.40361(W) AD(       ) 3
 OQ0773  NAD 83(1986)-  43 43 54.21547(N)    096 35 23.40051(W) AD(       ) 3
 OQ0773  NAD 27      -  43 43 54.31000(N)    096 35 22.23700(W) AD(       ) 3
 OQ0773
 OQ0773.Superseded values are not recommended for survey control.
 OQ0773
 OQ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0773.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0773
 OQ0773_MARKER: 90 = CHURCH SPIRE
 OQ0773_STAMPING: NORWAY 1949
 OQ0773
 OQ0773  HISTORY     - Date     Condition        Report By
 OQ0773  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0773
 OQ0773                          STATION DESCRIPTION
 OQ0773
 OQ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0773'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 2 MILES SOUTH OF
 OQ0773'THE TOWN OF BALTIC, 4.5 MILES WEST NORTHWEST OF GARRETSON.  IT IS
 OQ0773'OF WOOD STRUCTURE PAINTED WHITE AND APPROXIMATELY 60 FEET HIGH.
 OQ0773'
 OQ0773'THE POINT INTERSECTED WAS THE TIP OF THE STEEPLE.
 OQ0773'
 OQ0773'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 77
 OQ0773'IN THE EAST EDGE OF DELL RAPIDS, GO SOUTH ON HIGHWAY 77 4.4 MILES
 OQ0773'TO CROSSROADS, TURN LEFT (EAST) ON GRAVELED ROAD 6.1 MILES TO
 OQ0773'CROSSROADS, TURN RIGHT (SOUTH) 2.0 MILES TO CROSSROADS, TURN LEFT
 OQ0773'(EAST) 0.1 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0851 ***********************************************************************
 OR0851  DESIGNATION -  NORWEGIAN LUTH CH SPIRE
 OR0851  PID         -  OR0851
 OR0851  STATE/COUNTY-  SD/BRULE
 OR0851  COUNTRY     -  US
 OR0851  USGS QUAD   -  BIJOU HILLS (2017)
 OR0851
 OR0851                         *CURRENT SURVEY CONTROL
 OR0851  ______________________________________________________________________
 OR0851* NAD 83(1996) POSITION- 43 36 57.15045(N) 099 13 55.61377(W)   ADJUSTED
 OR0851  ______________________________________________________________________
 OR0851  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 OR0851  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 OR0851  HORZ ORDER      -  THIRD
 OR0851
 OR0851.The horizontal coordinates were established by classical geodetic methods
 OR0851.and adjusted by the National Geodetic Survey in January 1998.
 OR0851
 OR0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0851.GEOID18 height accuracy estimate available here.
 OR0851
 OR0851.Click photographs - Photos may exist for this station.
 OR0851
 OR0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0851
 OR0851. The following values were computed from the NAD 83(1996) position.
 OR0851
 OR0851;                    North         East     Units Scale Factor Converg.
 OR0851;SPC SD S     -   143,068.284   688,881.496   MT  0.99990687   +0 45 34.8
 OR0851;SPC SD S     -   469,383.20  2,260,105.37   sFT  0.99990687   +0 45 34.8
 OR0851;UTM  14      - 4,829,236.547   481,270.747   MT  0.99960431   -0 09 36.4
 OR0851
 OR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8127029236(NAD 83)
 OR0851
 OR0851                          SUPERSEDED SURVEY CONTROL
 OR0851
 OR0851  NAD 83(1995)-  43 36 57.14952(N)    099 13 55.61785(W) AD(       ) 3
 OR0851  NAD 83(1986)-  43 36 57.14978(N)    099 13 55.62059(W) AD(       ) 3
 OR0851  NAD 27      -  43 36 57.14000(N)    099 13 54.27000(W) AD(       ) 3
 OR0851
 OR0851.Superseded values are not recommended for survey control.
 OR0851
 OR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0851.See file dsdata.pdf to determine how the superseded data were derived.
 OR0851
 OR0851_MARKER: 90 = CHURCH SPIRE
 OR0851
 OR0851  HISTORY     - Date     Condition        Report By
 OR0851  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0851
 OR0851                          STATION DESCRIPTION
 OR0851
 OR0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0851'TIP OF SPIRE (37 FEET), OF NORWEGIAN LUTHERAN CHURCH.  ERECTED
 OR0851'1905.  STATION IS APPROXIMATELY 6.0 MILES FROM WILLRODT.
 OR0851'
 OR0851'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS WILLRODT
 OR0851'AND EAGLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1136 ***********************************************************************
 PT1136  DESIGNATION -  NOWLIN
 PT1136  PID         -  PT1136
 PT1136  STATE/COUNTY-  SD/HAAKON
 PT1136  COUNTRY     -  US
 PT1136  USGS QUAD   -  NOWLIN (2017)
 PT1136
 PT1136                         *CURRENT SURVEY CONTROL
 PT1136  ______________________________________________________________________
 PT1136* NAD 83(1996) POSITION- 44 01 05.25399(N) 101 16 38.57424(W)   ADJUSTED
 PT1136* NAVD 88 ORTHO HEIGHT -   697.    (meters)     2287.    (feet) SCALED
 PT1136  ______________________________________________________________________
 PT1136  GEOID HEIGHT    -        -22.509 (meters)                     GEOID18
 PT1136  LAPLACE CORR    -         -7.93  (seconds)                    DEFLEC18
 PT1136  HORZ ORDER      -  SECOND
 PT1136
 PT1136.The horizontal coordinates were established by classical geodetic methods
 PT1136.and adjusted by the National Geodetic Survey in January 1998.
 PT1136
 PT1136.The orthometric height was scaled from a topographic map.
 PT1136
 PT1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1136.GEOID18 height accuracy estimate available here.
 PT1136
 PT1136.Click photographs - Photos may exist for this station.
 PT1136
 PT1136.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1136
 PT1136. The following values were computed from the NAD 83(1996) position.
 PT1136
 PT1136;                    North         East     Units Scale Factor Converg.
 PT1136;SPC SD S     -   187,598.972   524,311.367   MT  0.99993117   -0 39 04.5
 PT1136;SPC SD S     -   615,480.96  1,720,178.21   sFT  0.99993117   -0 39 04.5
 PT1136;UTM  14      - 4,876,407.551   317,466.819   MT  1.00000980   -1 34 58.6
 PT1136
 PT1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1136!SPC SD S     -   0.99989417  x   0.99993117  =   0.99982535
 PT1136!UTM  14      -   0.99989417  x   1.00000980  =   0.99990397
 PT1136
 PT1136:                Primary Azimuth Mark                     Grid Az
 PT1136:SPC SD S     -  HOGBACK                                  085 41 17.0
 PT1136:UTM  14      -  HOGBACK                                  086 37 11.1
 PT1136
 PT1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1746676407(NAD 83)
 PT1136
 PT1136|---------------------------------------------------------------------|
 PT1136| PID    Reference Object                     Distance      Geod. Az  |
 PT1136|                                                           dddmmss.s |
 PT1136| PT1137 NOWLIN 2                              9.419 METERS 02905     |
 PT1136| PT1060 HOGBACK                             APPROX.27.4 KM 0850212.5 |
 PT1136| PT1134 TT 20 WHV                           282.042 METERS 14023     |
 PT1136| CQ3639 NOWLIN RM 1                          13.640 METERS 20802     |
 PT1136| CQ3640 NOWLIN RM 2                          14.593 METERS 30328     |
 PT1136|---------------------------------------------------------------------|
 PT1136
 PT1136                          SUPERSEDED SURVEY CONTROL
 PT1136
 PT1136  NAD 83(1986)-  44 01 05.24684(N)    101 16 38.57646(W) AD(       ) 2
 PT1136  NAD 27      -  44 01 05.28980(N)    101 16 37.07100(W) AD(       ) 2
 PT1136
 PT1136.Superseded values are not recommended for survey control.
 PT1136
 PT1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1136.See file dsdata.pdf to determine how the superseded data were derived.
 PT1136
 PT1136_MARKER: DS = TRIANGULATION STATION DISK
 PT1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1136_STAMPING: NOWLIN 1952
 PT1136_MARK LOGO: CGS
 PT1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1136+STABILITY: SURFACE MOTION
 PT1136
 PT1136  HISTORY     - Date     Condition        Report By
 PT1136  HISTORY     - 1952     MONUMENTED       CGS
 PT1136  HISTORY     - 1956     GOOD             CGS
 PT1136
 PT1136                          STATION DESCRIPTION
 PT1136
 PT1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1136'THE STATION IS IN THE NORTHWEST 1/4, SECTION 30, T 1 N, R 24 E,
 PT1136'ABOUT 3 MILES SOUTHEAST OF THE VILLAGE OF NOWLIN, 1-1/2 MILES
 PT1136'NORTH OF THE HAAKON-JACKSON COUNTY LINE, ON THE RIGHT OF WAY
 PT1136'OF A COUNTY ROAD.  THE MARK IS 25 FEET NORTH OF THE CENTER
 PT1136'OF THE ROAD AND 4 FEET SOUTH OF A FENCE.
 PT1136'
 PT1136'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NOWLIN, GO
 PT1136'SOUTH AND SOUTHEAST ON THE MAIN GRADED ROAD FOR 2.9 MILES
 PT1136'TO THE STATION ON THE LEFT, CONTINUE SOUTHEAST FOR 0.2 MILE
 PT1136'TO THE AZIMUTH MARK ON THE LEFT.
 PT1136'
 PT1136'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1136'NOWLIN 1952.
 PT1136'
 PT1136'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE FENCE AND 20 FEET SOUTH
 PT1136'OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 PT1136'DISK IS STAMPED NOWLIN NO 1 1952.
 PT1136'
 PT1136'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A FENCE AND 28 FEET NORTH
 PT1136'OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 PT1136'DISK IS STAMPED NOWLIN NO 2 1952.
 PT1136'
 PT1136'WHV 20 TT (USGS) IS 28 FEET EAST OF THE CENTER OF THE ROAD
 PT1136'AND 2 FEET WEST OF A FENCE.  THE MARK IS A BRONZE BENCH MARK
 PT1136'DISK OF THE UNITED STATES GEOLOGICAL SURVEY SET SET IN THE TOP
 PT1136'OF AN 8-INCH CONCRETE CYLINDER THAT PROJECTS 6 INCHES.  THE
 PT1136'DISK IS STAMPED WHV TT 20 1949.
 PT1136'
 PT1136'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 PT1136
 PT1136                          STATION RECOVERY (1956)
 PT1136
 PT1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 PT1136'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT1136'CONDITION.  A REQUEST WAS RECEIVED FROM THE COUNTY HIGHWAY
 PT1136'ENGINEER TO MOVE ALL MARKS AT THIS STATION DUE TO THE PROPOSED
 PT1136'WIDENING OF THE ROAD.  FOR DETAILS SEE DESCRIPTION OF NOWLIN 2.
 PT1136'
 PT1136'NOTE--WHV20TT A TRAVERSE WAS MADE TO THIS MARK IN 1952 AND
 PT1136'THE DISTANCE RECORDED IN THE DESCRIPTION IS AS FOLLOWS--925.33
 PT1136'FEET.  282.041 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1137 ***********************************************************************
 PT1137  DESIGNATION -  NOWLIN 2
 PT1137  PID         -  PT1137
 PT1137  STATE/COUNTY-  SD/HAAKON
 PT1137  COUNTRY     -  US
 PT1137  USGS QUAD   -  NOWLIN (2017)
 PT1137
 PT1137                         *CURRENT SURVEY CONTROL
 PT1137  ______________________________________________________________________
 PT1137* NAD 83(1996) POSITION- 44 01 05.52070(N) 101 16 38.36868(W)   NO CHECK
 PT1137* NAVD 88 ORTHO HEIGHT -   697.    (meters)     2287.    (feet) SCALED
 PT1137  ______________________________________________________________________
 PT1137  GEOID HEIGHT    -        -22.509 (meters)                     GEOID18
 PT1137  LAPLACE CORR    -         -7.93  (seconds)                    DEFLEC18
 PT1137  HORZ ORDER      -  THIRD
 PT1137
 PT1137.The horizontal coordinates were established by classical geodetic methods
 PT1137.and adjusted by the National Geodetic Survey in January 1998.
 PT1137
 PT1137.No horizontal observational check was made to the station.
 PT1137
 PT1137.The orthometric height was scaled from a topographic map.
 PT1137
 PT1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1137.GEOID18 height accuracy estimate available here.
 PT1137
 PT1137.Click photographs - Photos may exist for this station.
 PT1137
 PT1137.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1137
 PT1137. The following values were computed from the NAD 83(1996) position.
 PT1137
 PT1137;                    North         East     Units Scale Factor Converg.
 PT1137;SPC SD S     -   187,607.151   524,316.038   MT  0.99993118   -0 39 04.4
 PT1137;SPC SD S     -   615,507.79  1,720,193.53   sFT  0.99993118   -0 39 04.4
 PT1137;UTM  14      - 4,876,415.653   317,471.623   MT  1.00000978   -1 34 58.5
 PT1137
 PT1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1137!SPC SD S     -   0.99989417  x   0.99993118  =   0.99982536
 PT1137!UTM  14      -   0.99989417  x   1.00000978  =   0.99990395
 PT1137
 PT1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1747176415(NAD 83)
 PT1137
 PT1137|---------------------------------------------------------------------|
 PT1137| PID    Reference Object                     Distance      Geod. Az  |
 PT1137|                                                           dddmmss.s |
 PT1137| CQ3641 NOWLIN 2 RM 3                        13.286 METERS 03711     |
 PT1137| PT1135 TT 20 WHV RESET                     310.745 METERS 14200     |
 PT1137| PT1134 TT 20 WHV                           285.599 METERS 14209     |
 PT1137| PT1136 NOWLIN                                9.419 METERS 20905     |
 PT1137| CQ3642 NOWLIN 2 RM 4                        16.118 METERS 30615     |
 PT1137|---------------------------------------------------------------------|
 PT1137
 PT1137                          SUPERSEDED SURVEY CONTROL
 PT1137
 PT1137  NAD 83(1986)-  44 01 05.51333(N)    101 16 38.37107(W) AD(       ) 3
 PT1137  NAD 27      -  44 01 05.55660(N)    101 16 36.86540(W) AD(       ) 3
 PT1137
 PT1137.Superseded values are not recommended for survey control.
 PT1137
 PT1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1137.See file dsdata.pdf to determine how the superseded data were derived.
 PT1137
 PT1137_MARKER: DS = TRIANGULATION STATION DISK
 PT1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1137_STAMPING: NOWLIN 2 1956
 PT1137_MARK LOGO: CGS
 PT1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1137+STABILITY: SURFACE MOTION
 PT1137
 PT1137  HISTORY     - Date     Condition        Report By
 PT1137  HISTORY     - 1956     MONUMENTED       CGS
 PT1137
 PT1137                          STATION DESCRIPTION
 PT1137
 PT1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 PT1137'THE STATION IS IN THE NW 1/4 SEC. 30, T 1 N, R 24 E, ABOUT
 PT1137'3 MILES SOUTHEAST OF THE VILLAGE OF NOWLIN, 1-1/2 MILES NORTH
 PT1137'OF THE HAAKON-JACKSON COUNTY LINE, ON THE RIGHT OF WAY OF A
 PT1137'COUNTY ROAD AND ABOUT 31 FEET NORTHEAST OF STATION NOWLIN
 PT1137'1952.
 PT1137'
 PT1137'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NOWLIN, GO
 PT1137'SOUTH AND SOUTHEAST ON THE MAIN GRADED ROAD FOR 2.9 MILES TO
 PT1137'THE STATION ON THE LEFT.  CONTINUE SOUTHEAST FOR 0.2 MILE
 PT1137'TO THE AZIMUTH MARK ON THE LEFT.
 PT1137'
 PT1137'THE STATION MARK PROJECTS ABOUT 4 INCHES AND IS A STANDARD
 PT1137'STATION MARK DISK STAMPED NOWLIN 2 1956.
 PT1137'
 PT1137'REFERENCE MARK NO. 3 IS ABOUT 100 FEET EAST OF THE CENTER
 PT1137'LINE OF THE ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE
 PT1137'DISK IS STAMPED NOWLIN 2 NO 3 1956.
 PT1137'
 PT1137'REFERENCE MARK NO. 4 IS ABOUT 50 FEET EAST OF THE CENTERLINE
 PT1137'OF THE ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1137'NOWLIN 2 NO 4 1956.
 PT1137'
 PT1137'THE AZIMUTH MARK IS ABOUT 75 FEET EAST OF THE CENTER LINE OF
 PT1137'THE ROAD.  IT IS A STANDARD BENCH MARK DISK STAMPED WHV 20 TT
 PT1137'RESET 1956 AND THE MARK PROJECTS ABOUT 4 INCHES.
 PT1137'
 PT1137'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0872 ***********************************************************************
 PR0872  DESIGNATION -  NUNDA
 PR0872  PID         -  PR0872
 PR0872  STATE/COUNTY-  SD/LAKE
 PR0872  COUNTRY     -  US
 PR0872  USGS QUAD   -  SINAI (2017)
 PR0872
 PR0872                         *CURRENT SURVEY CONTROL
 PR0872  ______________________________________________________________________
 PR0872* NAD 83(1996) POSITION- 44 07 33.35112(N) 097 03 10.43178(W)   ADJUSTED
 PR0872* NAVD 88 ORTHO HEIGHT -   547.    (meters)     1795.    (feet) SCALED
 PR0872  ______________________________________________________________________
 PR0872  GEOID HEIGHT    -        -25.662 (meters)                     GEOID18
 PR0872  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 PR0872  HORZ ORDER      -  SECOND
 PR0872
 PR0872.The horizontal coordinates were established by classical geodetic methods
 PR0872.and adjusted by the National Geodetic Survey in January 1998.
 PR0872
 PR0872.The orthometric height was scaled from a topographic map.
 PR0872
 PR0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0872.GEOID18 height accuracy estimate available here.
 PR0872
 PR0872.Click photographs - Photos may exist for this station.
 PR0872
 PR0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0872
 PR0872. The following values were computed from the NAD 83(1996) position.
 PR0872
 PR0872;                    North         East     Units Scale Factor Converg.
 PR0872;SPC SD S     -   204,330.755   862,471.688   MT  0.99994608   +2 15 46.9
 PR0872;SPC SD S     -   670,375.15  2,829,625.86   sFT  0.99994608   +2 15 46.9
 PR0872;UTM  14      - 4,887,703.109   655,777.593   MT  0.99989846   +1 21 21.3
 PR0872
 PR0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0872!SPC SD S     -   0.99991821  x   0.99994608  =   0.99986430
 PR0872!UTM  14      -   0.99991821  x   0.99989846  =   0.99981668
 PR0872
 PR0872:                Primary Azimuth Mark                     Grid Az
 PR0872:SPC SD S     -  NUNDA AZ MK                              230 50 55.0
 PR0872:UTM  14      -  NUNDA AZ MK                              231 45 20.6
 PR0872
 PR0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5577787703(NAD 83)
 PR0872
 PR0872|---------------------------------------------------------------------|
 PR0872| PID    Reference Object                     Distance      Geod. Az  |
 PR0872|                                                           dddmmss.s |
 PR0872| CO6538 NUNDA RM 1                           23.928 METERS 09633     |
 PR0872| PR0874 MADISON MUNICIPAL TANK              APPROX.14.0 KM 2024107.8 |
 PR0872| CO6537 NUNDA AZ MK                                        2330641.9 |
 PR0872| CO6539 NUNDA RM 2                           39.460 METERS 32519     |
 PR0872|---------------------------------------------------------------------|
 PR0872
 PR0872                          SUPERSEDED SURVEY CONTROL
 PR0872
 PR0872  NAD 83(1986)-  44 07 33.35199(N)    097 03 10.40677(W) AD(       ) 2
 PR0872  NAD 27      -  44 07 33.45200(N)    097 03 09.18800(W) AD(       ) 2
 PR0872
 PR0872.Superseded values are not recommended for survey control.
 PR0872
 PR0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0872.See file dsdata.pdf to determine how the superseded data were derived.
 PR0872
 PR0872_MARKER: DS = TRIANGULATION STATION DISK
 PR0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0872_STAMPING: NUNDA 1949
 PR0872_MARK LOGO: CGS
 PR0872_PROJECTION: FLUSH
 PR0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0872+STABILITY: SURFACE MOTION
 PR0872
 PR0872  HISTORY     - Date     Condition        Report By
 PR0872  HISTORY     - 1949     MONUMENTED       CGS
 PR0872
 PR0872                          STATION DESCRIPTION
 PR0872
 PR0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0872'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF THE TOWN
 PR0872'OF NUNDA, ON LAND OWNED BY MR. RAY GANNON.  IT IS 158 FEET
 PR0872'SOUTHEAST OF THE SOUTHWEST CORNER OF THE GANNON HOUSE, 86 FEET
 PR0872'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BARN LOT AND
 PR0872'56 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK IS
 PR0872'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR0872'NUNDA 1949.
 PR0872'
 PR0872'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE SOUTHWEST CORNER
 PR0872'OF THE BARN LOT AND 1 FOOT WEST OF THE FENCE.  THE MARK IS
 PR0872'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 PR0872'NUNDA NO 1 1949.
 PR0872'
 PR0872'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE SOUTHWEST CORNER
 PR0872'OF THE HOUSE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 PR0872'AND THE DISK IS STAMPED NUNDA NO 2 1949.
 PR0872'
 PR0872'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, 31 FEET
 PR0872'SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET EAST OF A GATE
 PR0872'POST AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 PR0872'AND THE DISK IS STAMPED NUNDA 1949.
 PR0872'
 PR0872'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 PR0872'HIGHWAY 34 IN THE WEST EDGE OF MADISON, GO NORTH ON HIGHWAY 81
 PR0872'FOR 8.1 MILES TO CROSSROADS, TURN RIGHT (EAST) 3.65 MILES TO
 PR0872'THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST 0.2 MILE TO A
 PR0872'PRIVATE DRIVEWAY ON THE LEFT, TURN LEFT 0.2 MILE TO MR. RAY
 PR0872'GANNONS HOME AND STATION.
 PR0872'
 PR0872'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0463 ***********************************************************************
 PR0463  DESIGNATION -  O 1
 PR0463  PID         -  PR0463
 PR0463  STATE/COUNTY-  SD/KINGSBURY
 PR0463  COUNTRY     -  US
 PR0463  USGS QUAD   -  ERWIN (2017)
 PR0463
 PR0463                         *CURRENT SURVEY CONTROL
 PR0463  ______________________________________________________________________
 PR0463* NAD 83(1986) POSITION- 44 28 13.     (N) 097 25 55.     (W)   SCALED
 PR0463* NAVD 88 ORTHO HEIGHT -   561.008 (meters)     1840.57  (feet) ADJUSTED
 PR0463  ______________________________________________________________________
 PR0463  GEOID HEIGHT    -        -24.948 (meters)                     GEOID18
 PR0463  DYNAMIC HEIGHT  -        560.906 (meters)     1840.24  (feet) COMP
 PR0463  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 PR0463
 PR0463  VERT ORDER      -  FIRST     CLASS II
 PR0463
 PR0463.The horizontal coordinates were scaled from a map and have
 PR0463.an estimated accuracy of +/- 6 seconds.
 PR0463
 PR0463.The orthometric height was determined by differential leveling and
 PR0463.adjusted by the NATIONAL GEODETIC SURVEY
 PR0463.in June 1991.
 PR0463
 PR0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0463.GEOID18 height accuracy estimate available here.
 PR0463
 PR0463.Click photographs - Photos may exist for this station.
 PR0463
 PR0463.The dynamic height is computed by dividing the NAVD 88
 PR0463.geopotential number by the normal gravity value computed on the
 PR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0463.degrees latitude (g = 980.6199 gals.).
 PR0463
 PR0463.The modeled gravity was interpolated from observed gravity values.
 PR0463
 PR0463;                    North         East    Units  Estimated Accuracy
 PR0463;SPC SD N     -    74,020.      804,300.      MT  (+/- 180 meters Scaled)
 PR0463
 PR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ247253(NAD 83)
 PR0463
 PR0463                          SUPERSEDED SURVEY CONTROL
 PR0463
 PR0463  NGVD 29 (??/??/92)  560.732  (m)         1839.67   (f) ADJ UNCH    1 2
 PR0463
 PR0463.Superseded values are not recommended for survey control.
 PR0463
 PR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0463.See file dsdata.pdf to determine how the superseded data were derived.
 PR0463
 PR0463_MARKER: B = BOLT
 PR0463_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0463_PROJECTION: PROJECTING 15 CENTIMETERS
 PR0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0463
 PR0463  HISTORY     - Date     Condition        Report By
 PR0463  HISTORY     - 1905     MONUMENTED       CGS
 PR0463  HISTORY     - 1934     GOOD             CGS
 PR0463  HISTORY     - 1964     MARK NOT FOUND   USGS
 PR0463
 PR0463                          STATION DESCRIPTION
 PR0463
 PR0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0463'1.1 MI S FROM ERWIN.
 PR0463'1.1 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0463'PACIFIC RAILROAD FROM THE STATION AT ERWIN, KINGSBURY COUNTY,
 PR0463'AT THE CROSSING OF A SECTION-LINE ROAD, 58 FEET NORTHEAST OF
 PR0463'THE CENTER OF THE CROSSING, 52 FEET EAST OF THE CENTER LINE OF THE
 PR0463'TRACK, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET
 PR0463'EAST OF THE RIGHT-OF-WAY LINE, 1 FOOT NORTH OF A FENCE, AND
 PR0463'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A COPPER BOLT, SURROUNDED
 PR0463'BY THE LETTERS USBM AND SET IN THE TOP OF A STONE POST
 PR0463'PROJECTING 6 INCHES ABOVE GROUND.
 PR0463
 PR0463                          STATION RECOVERY (1964)
 PR0463
 PR0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PR0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1324 ***********************************************************************
 PU1324  DESIGNATION -  O 10 B 1
 PU1324  PID         -  PU1324
 PU1324  STATE/COUNTY-  SD/BUTTE
 PU1324  COUNTRY     -  US
 PU1324  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1324
 PU1324                         *CURRENT SURVEY CONTROL
 PU1324  ______________________________________________________________________
 PU1324* NAD 83(1986) POSITION- 44 57 25.     (N) 103 20 24.     (W)   SCALED
 PU1324* NAVD 88 ORTHO HEIGHT -   936.038 (meters)     3070.98  (feet) ADJUSTED
 PU1324  ______________________________________________________________________
 PU1324  GEOID HEIGHT    -        -16.569 (meters)                     GEOID18
 PU1324  DYNAMIC HEIGHT  -        935.818 (meters)     3070.26  (feet) COMP
 PU1324  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 PU1324
 PU1324  VERT ORDER      -  SECOND    CLASS 0
 PU1324
 PU1324.The horizontal coordinates were scaled from a map and have
 PU1324.an estimated accuracy of +/- 6 seconds.
 PU1324
 PU1324.The orthometric height was determined by differential leveling and
 PU1324.adjusted by the NATIONAL GEODETIC SURVEY
 PU1324.in June 1991.
 PU1324
 PU1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1324.GEOID18 height accuracy estimate available here.
 PU1324
 PU1324.Click photographs - Photos may exist for this station.
 PU1324
 PU1324.The dynamic height is computed by dividing the NAVD 88
 PU1324.geopotential number by the normal gravity value computed on the
 PU1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1324.degrees latitude (g = 980.6199 gals.).
 PU1324
 PU1324.The modeled gravity was interpolated from observed gravity values.
 PU1324
 PU1324;                    North         East    Units  Estimated Accuracy
 PU1324;SPC SD N     -   130,290.      336,550.      MT  (+/- 180 meters Scaled)
 PU1324
 PU1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK309795(NAD 83)
 PU1324
 PU1324                          SUPERSEDED SURVEY CONTROL
 PU1324
 PU1324  NGVD 29 (??/??/92)  935.56   (m)         3069.4    (f) COMPUTED    2 0
 PU1324
 PU1324.Superseded values are not recommended for survey control.
 PU1324
 PU1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1324.See file dsdata.pdf to determine how the superseded data were derived.
 PU1324
 PU1324_MARKER: Z = SEE DESCRIPTION
 PU1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1324_SP_SET: CONCRETE PEDESTAL
 PU1324_STAMPING: O 10 B 1
 PU1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1324
 PU1324  HISTORY     - Date     Condition        Report By
 PU1324  HISTORY     - UNK      MONUMENTED       USAF
 PU1324  HISTORY     - 1963     GOOD             CGS
 PU1324
 PU1324                          STATION DESCRIPTION
 PU1324
 PU1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1324'5.1 MI SE FROM CASTLE ROCK.
 PU1324'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1324'AT CASTLE ROCK, THENCE 4.2 MILES EAST ALONG A GRADED COUNTY
 PU1324'ROAD, THENCE 0.3 MILE NORTHEAST ALONG A TRACK ROAD ACROSS A
 PU1324'FIELD, AT THE CREST OF A SMALL HILL, A 1 1/2 X 4 FOOT CONCRETE
 PU1324'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1323 ***********************************************************************
 PU1323  DESIGNATION -  O 10 B 2
 PU1323  PID         -  PU1323
 PU1323  STATE/COUNTY-  SD/BUTTE
 PU1323  COUNTRY     -  US
 PU1323  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1323
 PU1323                         *CURRENT SURVEY CONTROL
 PU1323  ______________________________________________________________________
 PU1323* NAD 83(1986) POSITION- 44 57 11.     (N) 103 20 31.     (W)   SCALED
 PU1323* NAVD 88 ORTHO HEIGHT -   937.133 (meters)     3074.58  (feet) ADJUSTED
 PU1323  ______________________________________________________________________
 PU1323  GEOID HEIGHT    -        -16.564 (meters)                     GEOID18
 PU1323  DYNAMIC HEIGHT  -        936.912 (meters)     3073.85  (feet) COMP
 PU1323  MODELED GRAVITY -    980,349.2   (mgal)                       NAVD 88
 PU1323
 PU1323  VERT ORDER      -  SECOND    CLASS 0
 PU1323
 PU1323.The horizontal coordinates were scaled from a map and have
 PU1323.an estimated accuracy of +/- 6 seconds.
 PU1323
 PU1323.The orthometric height was determined by differential leveling and
 PU1323.adjusted by the NATIONAL GEODETIC SURVEY
 PU1323.in June 1991.
 PU1323
 PU1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1323.GEOID18 height accuracy estimate available here.
 PU1323
 PU1323.Click photographs - Photos may exist for this station.
 PU1323
 PU1323.The dynamic height is computed by dividing the NAVD 88
 PU1323.geopotential number by the normal gravity value computed on the
 PU1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1323.degrees latitude (g = 980.6199 gals.).
 PU1323
 PU1323.The modeled gravity was interpolated from observed gravity values.
 PU1323
 PU1323;                    North         East    Units  Estimated Accuracy
 PU1323;SPC SD N     -   129,870.      336,370.      MT  (+/- 180 meters Scaled)
 PU1323
 PU1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK307790(NAD 83)
 PU1323
 PU1323                          SUPERSEDED SURVEY CONTROL
 PU1323
 PU1323  NGVD 29 (??/??/92)  936.66   (m)         3073.0    (f) COMPUTED    2 0
 PU1323
 PU1323.Superseded values are not recommended for survey control.
 PU1323
 PU1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1323.See file dsdata.pdf to determine how the superseded data were derived.
 PU1323
 PU1323_MARKER: Z = SEE DESCRIPTION
 PU1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1323_SP_SET: CONCRETE PEDESTAL
 PU1323_STAMPING: O 10 B 2
 PU1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1323
 PU1323  HISTORY     - Date     Condition        Report By
 PU1323  HISTORY     - UNK      MONUMENTED       USAF
 PU1323  HISTORY     - 1963     GOOD             CGS
 PU1323
 PU1323                          STATION DESCRIPTION
 PU1323
 PU1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1323'4.8 MI SE FROM CASTLE ROCK.
 PU1323'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1323'OFFICE AT CASTLE ROCK, THENCE 4.2 MILES SOUTHEAST ALONG A GRADED
 PU1323'COUNTY ROAD, 0.1 MILE EAST OF A SECTION-LINE FENCE AND CATTLE
 PU1323'GUARD, AT THE CREST OF A HILL, 118 FEET NORTH OF THE CENTERLINE
 PU1323'OF THE ROAD, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2
 PU1323'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE
 PU1323'TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0261 ***********************************************************************
 QT0261  DESIGNATION -  O 11 B 1
 QT0261  PID         -  QT0261
 QT0261  STATE/COUNTY-  SD/BUTTE
 QT0261  COUNTRY     -  US
 QT0261  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0261
 QT0261                         *CURRENT SURVEY CONTROL
 QT0261  ______________________________________________________________________
 QT0261* NAD 83(1986) POSITION- 45 01 03.     (N) 103 25 10.     (W)   SCALED
 QT0261* NAVD 88 ORTHO HEIGHT -   945.449 (meters)     3101.86  (feet) ADJUSTED
 QT0261  ______________________________________________________________________
 QT0261  GEOID HEIGHT    -        -16.437 (meters)                     GEOID18
 QT0261  DYNAMIC HEIGHT  -        945.224 (meters)     3101.12  (feet) COMP
 QT0261  MODELED GRAVITY -    980,346.7   (mgal)                       NAVD 88
 QT0261
 QT0261  VERT ORDER      -  SECOND    CLASS 0
 QT0261
 QT0261.The horizontal coordinates were scaled from a map and have
 QT0261.an estimated accuracy of +/- 6 seconds.
 QT0261
 QT0261.The orthometric height was determined by differential leveling and
 QT0261.adjusted by the NATIONAL GEODETIC SURVEY
 QT0261.in June 1991.
 QT0261
 QT0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0261.GEOID18 height accuracy estimate available here.
 QT0261
 QT0261.Click photographs - Photos may exist for this station.
 QT0261
 QT0261.The dynamic height is computed by dividing the NAVD 88
 QT0261.geopotential number by the normal gravity value computed on the
 QT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0261.degrees latitude (g = 980.6199 gals.).
 QT0261
 QT0261.The modeled gravity was interpolated from observed gravity values.
 QT0261
 QT0261;                    North         East    Units  Estimated Accuracy
 QT0261;SPC SD N     -   137,280.      330,570.      MT  (+/- 180 meters Scaled)
 QT0261
 QT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK245861(NAD 83)
 QT0261
 QT0261                          SUPERSEDED SURVEY CONTROL
 QT0261
 QT0261  NGVD 29 (??/??/92)  944.96   (m)         3100.3    (f) COMPUTED    2 0
 QT0261
 QT0261.Superseded values are not recommended for survey control.
 QT0261
 QT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0261.See file dsdata.pdf to determine how the superseded data were derived.
 QT0261
 QT0261_MARKER: Z = SEE DESCRIPTION
 QT0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0261_STAMPING: O 11 B 1
 QT0261_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0261
 QT0261  HISTORY     - Date     Condition        Report By
 QT0261  HISTORY     - UNK      MONUMENTED       USAF
 QT0261  HISTORY     - 1963     GOOD             CGS
 QT0261
 QT0261                          STATION DESCRIPTION
 QT0261
 QT0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0261'4 MI N FROM CASTLE ROCK.
 QT0261'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST
 QT0261'OFFICE AT CASTLE ROCK, THENCE 0.2 MILE EAST ALONG AN EAST-WEST
 QT0261'FENCE, 4.0 FEET SOUTH OF THE FENCE, A 1 1/2 X 4 FOOT CONCRETE
 QT0261'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 QT0261'HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0262 ***********************************************************************
 QT0262  DESIGNATION -  O 11 B 2
 QT0262  PID         -  QT0262
 QT0262  STATE/COUNTY-  SD/BUTTE
 QT0262  COUNTRY     -  US
 QT0262  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0262
 QT0262                         *CURRENT SURVEY CONTROL
 QT0262  ______________________________________________________________________
 QT0262* NAD 83(1986) POSITION- 45 00 56.     (N) 103 24 57.     (W)   SCALED
 QT0262* NAVD 88 ORTHO HEIGHT -   942.555 (meters)     3092.37  (feet) ADJUSTED
 QT0262  ______________________________________________________________________
 QT0262  GEOID HEIGHT    -        -16.443 (meters)                     GEOID18
 QT0262  DYNAMIC HEIGHT  -        942.332 (meters)     3091.63  (feet) COMP
 QT0262  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 QT0262
 QT0262  VERT ORDER      -  SECOND    CLASS 0
 QT0262
 QT0262.The horizontal coordinates were scaled from a map and have
 QT0262.an estimated accuracy of +/- 6 seconds.
 QT0262
 QT0262.The orthometric height was determined by differential leveling and
 QT0262.adjusted by the NATIONAL GEODETIC SURVEY
 QT0262.in June 1991.
 QT0262
 QT0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0262.GEOID18 height accuracy estimate available here.
 QT0262
 QT0262.Click photographs - Photos may exist for this station.
 QT0262
 QT0262.The dynamic height is computed by dividing the NAVD 88
 QT0262.geopotential number by the normal gravity value computed on the
 QT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0262.degrees latitude (g = 980.6199 gals.).
 QT0262
 QT0262.The modeled gravity was interpolated from observed gravity values.
 QT0262
 QT0262;                    North         East    Units  Estimated Accuracy
 QT0262;SPC SD N     -   137,050.      330,840.      MT  (+/- 180 meters Scaled)
 QT0262
 QT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK248858(NAD 83)
 QT0262
 QT0262                          SUPERSEDED SURVEY CONTROL
 QT0262
 QT0262  NGVD 29 (??/??/92)  942.07   (m)         3090.8    (f) COMPUTED    2 0
 QT0262
 QT0262.Superseded values are not recommended for survey control.
 QT0262
 QT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0262.See file dsdata.pdf to determine how the superseded data were derived.
 QT0262
 QT0262_MARKER: Z = SEE DESCRIPTION
 QT0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0262_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0262
 QT0262  HISTORY     - Date     Condition        Report By
 QT0262  HISTORY     - UNK      MONUMENTED       USAF
 QT0262  HISTORY     - 1963     GOOD             CGS
 QT0262
 QT0262                          STATION DESCRIPTION
 QT0262
 QT0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0262'4.2 MI N FROM CASTLE ROCK.
 QT0262'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 QT0262'AT CASTLE ROCK, THENCE 0.45 MILE SOUTHEAST ACROSS PASTURE LAND,
 QT0262'58 FEET SOUTH OF AN UNDERGROUND CABLE LINE, A 1 1/2 X 4 FOOT
 QT0262'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 QT0262'WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0115 ***********************************************************************
 PT0115  DESIGNATION -  O 13
 PT0115  PID         -  PT0115
 PT0115  STATE/COUNTY-  SD/STANLEY
 PT0115  COUNTRY     -  US
 PT0115  USGS QUAD   -  SOUTH OF PIERRE (2017)
 PT0115
 PT0115                         *CURRENT SURVEY CONTROL
 PT0115  ______________________________________________________________________
 PT0115* NAD 83(1986) POSITION- 44 14 17.04   (N) 100 19 32.33   (W)   HD_HELD1
 PT0115* NAVD 88 ORTHO HEIGHT -   554.526 (meters)     1819.31  (feet) ADJUSTED
 PT0115  ______________________________________________________________________
 PT0115  GEOID HEIGHT    -        -23.857 (meters)                     GEOID18
 PT0115  DYNAMIC HEIGHT  -        554.389 (meters)     1818.86  (feet) COMP
 PT0115  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 PT0115
 PT0115  VERT ORDER      -  FIRST     CLASS II
 PT0115
 PT0115.The horizontal coordinates were determined by differentially corrected
 PT0115.hand held GPS observations or other comparable positioning techniques
 PT0115.and have an estimated accuracy of +/- 3 meters.
 PT0115
 PT0115.The orthometric height was determined by differential leveling and
 PT0115.adjusted by the NATIONAL GEODETIC SURVEY
 PT0115.in June 1991.
 PT0115
 PT0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0115.GEOID18 height accuracy estimate available here.
 PT0115
 PT0115.Click photographs - Photos may exist for this station.
 PT0115
 PT0115.The dynamic height is computed by dividing the NAVD 88
 PT0115.geopotential number by the normal gravity value computed on the
 PT0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0115.degrees latitude (g = 980.6199 gals.).
 PT0115
 PT0115.The modeled gravity was interpolated from observed gravity values.
 PT0115
 PT0115;                    North         East    Units  Estimated Accuracy
 PT0115;SPC SD S     -   211,606.2     600,614.0     MT  (+/- 3 meters HH1 GPS) 
 PT0115
 PT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9414399169(NAD 83)
 PT0115
 PT0115                          SUPERSEDED SURVEY CONTROL
 PT0115
 PT0115  NGVD 29 (??/??/92)  554.131  (m)         1818.01   (f) ADJ UNCH    1 2
 PT0115
 PT0115.Superseded values are not recommended for survey control.
 PT0115
 PT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0115.See file dsdata.pdf to determine how the superseded data were derived.
 PT0115
 PT0115_MARKER: DB = BENCH MARK DISK
 PT0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0115_STAMPING: O 13 1926 1818.011
 PT0115_MARK LOGO: CGS
 PT0115_PROJECTION: FLUSH
 PT0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0115+STABILITY: SURFACE MOTION
 PT0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0115+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1986
 PT0115
 PT0115  HISTORY     - Date     Condition        Report By
 PT0115  HISTORY     - 1926     MONUMENTED       CGS
 PT0115  HISTORY     - 1960     MARK NOT FOUND   USGS
 PT0115  HISTORY     - 19860911 GOOD             NGS
 PT0115
 PT0115                          STATION DESCRIPTION
 PT0115
 PT0115'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 PT0115'9 MI S FROM FORT PIERRE.
 PT0115'9.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM FORT PIERRE, STANLEY
 PT0115'COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AN
 PT0115'EAST-AND-WEST SECTION-LINE ROAD, 43.5 FEET SOUTH OF THE CENTER
 PT0115'LINE OF THE CROSS ROAD, AND 38 FEET EAST OF THE CENTER LINE OF THE
 PT0115'HIGHWAY.  A STANDARD DISK, STAMPED 1818.011 O 13 1926 AND SET IN
 PT0115'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PT0115
 PT0115                          STATION RECOVERY (1986)
 PT0115
 PT0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0115'0.6 KM (0.35 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE IN
 PT0115'FORT PIERRE, THEN CONTINUE 7.8 KM (4.85 MI) SOUTH ALONG 83,
 PT0115'FROM THE U. S. HIGHWAY 83 BRIDGE OVER BAD RIVER THEN LEFT
 PT0115'6.9 KM (4.30 MI) SOUTHEAST AND SOUTH ALONG A FORMER ROUTE OF 83,
 PT0115'IN THE NORTHWEST CORNER OF SECTION 22, T 109 N, R 79 W, 13.26 M
 PT0115'(43.5 FT) SOUTH FROM THE CENTER OF A ROAD, 11.58 M (38.0 FT)
 PT0115'EAST FROM THE CENTER OF A ROAD, IN THE SOUTHEAST ANGLE OF AN
 PT0115'INTERSECTION, 5.49 M (18.0 FT) WEST OF A WATER HYDRANT, IN THE TOP
 PT0115'OF A CHIPPED POST, THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0297 ***********************************************************************
 OQ0297  DESIGNATION -  O 2
 OQ0297  PID         -  OQ0297
 OQ0297  STATE/COUNTY-  SD/MOODY
 OQ0297  COUNTRY     -  US
 OQ0297  USGS QUAD   -  COLMAN (2017)
 OQ0297
 OQ0297                         *CURRENT SURVEY CONTROL
 OQ0297  ______________________________________________________________________
 OQ0297* NAD 83(1986) POSITION- 43 58 56.     (N) 096 48 55.     (W)   SCALED
 OQ0297* NAVD 88 ORTHO HEIGHT -   516.999 (meters)     1696.19  (feet) ADJUSTED
 OQ0297  ______________________________________________________________________
 OQ0297  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 OQ0297  DYNAMIC HEIGHT  -        516.879 (meters)     1695.79  (feet) COMP
 OQ0297  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 OQ0297
 OQ0297  VERT ORDER      -  FIRST     CLASS II
 OQ0297
 OQ0297.The horizontal coordinates were scaled from a map and have
 OQ0297.an estimated accuracy of +/- 6 seconds.
 OQ0297
 OQ0297.The orthometric height was determined by differential leveling and
 OQ0297.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0297.in June 1991.
 OQ0297
 OQ0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0297.GEOID18 height accuracy estimate available here.
 OQ0297
 OQ0297.Click photographs - Photos may exist for this station.
 OQ0297
 OQ0297.The dynamic height is computed by dividing the NAVD 88
 OQ0297.geopotential number by the normal gravity value computed on the
 OQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0297.degrees latitude (g = 980.6199 gals.).
 OQ0297
 OQ0297.The modeled gravity was interpolated from observed gravity values.
 OQ0297
 OQ0297;                    North         East    Units  Estimated Accuracy
 OQ0297;SPC SD S     -   189,160.      882,150.      MT  (+/- 180 meters Scaled)
 OQ0297
 OQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP752722(NAD 83)
 OQ0297
 OQ0297                          SUPERSEDED SURVEY CONTROL
 OQ0297
 OQ0297  NGVD 29 (??/??/92)  516.715  (m)         1695.26   (f) ADJ UNCH    1 2
 OQ0297
 OQ0297.Superseded values are not recommended for survey control.
 OQ0297
 OQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0297.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0297
 OQ0297_MARKER: H = DRILL HOLE
 OQ0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0297_SP_SET: ELEVATOR FOUNDATION
 OQ0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0297
 OQ0297  HISTORY     - Date     Condition        Report By
 OQ0297  HISTORY     - 1905     MONUMENTED       CGS
 OQ0297  HISTORY     - 1962     MARK NOT FOUND   USGS
 OQ0297
 OQ0297                          STATION DESCRIPTION
 OQ0297
 OQ0297'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 OQ0297'AT COLMAN.
 OQ0297'AT COLMAN, MOODY COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0297'PACIFIC RAILROAD, 328 FEET WEST OF THE STATION, 46 FEET SOUTH
 OQ0297'OF THE MAIN TRACK, AT SNYDERS ELEVATOR (NOT IN USE IN 1934), AT
 OQ0297'THE NORTHWEST CORNER OF THE STONE FOUNDATION, 4 INCHES EAST OF
 OQ0297'THE CORNER ON A ROUGH SHELF, 0.5 FOOT BELOW THE WOODWORK, AND
 OQ0297'2.5 FEET ABOVE THE GROUND.  THE BOTTOM OF A SQUARE HOLE SURROUNDED
 OQ0297'BY THE LETTERS USBM.  NOTE-- PROBABLY DESTROYED WHEN ELEVATOR
 OQ0297'BURNED AND WAS REBUILT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0283 ***********************************************************************
 QT0283  DESIGNATION -  O 2 B 1
 QT0283  PID         -  QT0283
 QT0283  STATE/COUNTY-  SD/BUTTE
 QT0283  COUNTRY     -  US
 QT0283  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0283
 QT0283                         *CURRENT SURVEY CONTROL
 QT0283  ______________________________________________________________________
 QT0283* NAD 83(1986) POSITION- 45 01 02.     (N) 103 02 19.     (W)   SCALED
 QT0283* NAVD 88 ORTHO HEIGHT -   860.000 (meters)     2821.52  (feet) ADJUSTED
 QT0283  ______________________________________________________________________
 QT0283  GEOID HEIGHT    -        -17.163 (meters)                     GEOID18
 QT0283  DYNAMIC HEIGHT  -        859.811 (meters)     2820.90  (feet) COMP
 QT0283  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 QT0283
 QT0283  VERT ORDER      -  SECOND    CLASS 0
 QT0283
 QT0283.The horizontal coordinates were scaled from a map and have
 QT0283.an estimated accuracy of +/- 6 seconds.
 QT0283
 QT0283.The orthometric height was determined by differential leveling and
 QT0283.adjusted by the NATIONAL GEODETIC SURVEY
 QT0283.in June 1991.
 QT0283
 QT0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0283.GEOID18 height accuracy estimate available here.
 QT0283
 QT0283.Click photographs - Photos may exist for this station.
 QT0283
 QT0283.The dynamic height is computed by dividing the NAVD 88
 QT0283.geopotential number by the normal gravity value computed on the
 QT0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0283.degrees latitude (g = 980.6199 gals.).
 QT0283
 QT0283.The modeled gravity was interpolated from observed gravity values.
 QT0283
 QT0283;                    North         East    Units  Estimated Accuracy
 QT0283;SPC SD N     -   136,050.      360,560.      MT  (+/- 180 meters Scaled)
 QT0283
 QT0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK545867(NAD 83)
 QT0283
 QT0283                          SUPERSEDED SURVEY CONTROL
 QT0283
 QT0283  NGVD 29 (??/??/92)  859.53   (m)         2820.0    (f) COMPUTED    2 0
 QT0283
 QT0283.Superseded values are not recommended for survey control.
 QT0283
 QT0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0283.See file dsdata.pdf to determine how the superseded data were derived.
 QT0283
 QT0283_MARKER: Z = SEE DESCRIPTION
 QT0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0283_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0283
 QT0283  HISTORY     - Date     Condition        Report By
 QT0283  HISTORY     - UNK      MONUMENTED       USAF
 QT0283  HISTORY     - 1963     GOOD             CGS
 QT0283
 QT0283                          STATION DESCRIPTION
 QT0283
 QT0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0283'32 MI NE FROM NEWELL.
 QT0283'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 QT0283'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 QT0283'THENCE 2.9 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.4
 QT0283'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS A
 QT0283'PASTURE, ON THE TOP OF THE SOUTHWEST EDGE OF A RIDGE, ALONG THE
 QT0283'SOUTHEAST SIDE OF A DEEP VALLEY, A 1 1/2 X 4 FOOT CONCRETE
 QT0283'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0282 ***********************************************************************
 QT0282  DESIGNATION -  O 2 B 2
 QT0282  PID         -  QT0282
 QT0282  STATE/COUNTY-  SD/BUTTE
 QT0282  COUNTRY     -  US
 QT0282  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0282
 QT0282                         *CURRENT SURVEY CONTROL
 QT0282  ______________________________________________________________________
 QT0282* NAD 83(1986) POSITION- 45 00 48.     (N) 103 02 06.     (W)   SCALED
 QT0282* NAVD 88 ORTHO HEIGHT -   864.932 (meters)     2837.70  (feet) ADJUSTED
 QT0282  ______________________________________________________________________
 QT0282  GEOID HEIGHT    -        -17.168 (meters)                     GEOID18
 QT0282  DYNAMIC HEIGHT  -        864.742 (meters)     2837.07  (feet) COMP
 QT0282  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 QT0282
 QT0282  VERT ORDER      -  SECOND    CLASS 0
 QT0282
 QT0282.The horizontal coordinates were scaled from a map and have
 QT0282.an estimated accuracy of +/- 6 seconds.
 QT0282
 QT0282.The orthometric height was determined by differential leveling and
 QT0282.adjusted by the NATIONAL GEODETIC SURVEY
 QT0282.in June 1991.
 QT0282
 QT0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0282.GEOID18 height accuracy estimate available here.
 QT0282
 QT0282.Click photographs - Photos may exist for this station.
 QT0282
 QT0282.The dynamic height is computed by dividing the NAVD 88
 QT0282.geopotential number by the normal gravity value computed on the
 QT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0282.degrees latitude (g = 980.6199 gals.).
 QT0282
 QT0282.The modeled gravity was interpolated from observed gravity values.
 QT0282
 QT0282;                    North         East    Units  Estimated Accuracy
 QT0282;SPC SD N     -   135,610.      360,830.      MT  (+/- 180 meters Scaled)
 QT0282
 QT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK548863(NAD 83)
 QT0282
 QT0282                          SUPERSEDED SURVEY CONTROL
 QT0282
 QT0282  NGVD 29 (??/??/92)  864.46   (m)         2836.1    (f) COMPUTED    2 0
 QT0282
 QT0282.Superseded values are not recommended for survey control.
 QT0282
 QT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0282.See file dsdata.pdf to determine how the superseded data were derived.
 QT0282
 QT0282_MARKER: Z = SEE DESCRIPTION
 QT0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0282_STAMPING: O 2 B 2
 QT0282_PROJECTION: PROJECTING 122 CENTIMETERS
 QT0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0282
 QT0282  HISTORY     - Date     Condition        Report By
 QT0282  HISTORY     - UNK      MONUMENTED       USAF
 QT0282  HISTORY     - 1963     GOOD             CGS
 QT0282
 QT0282                          STATION DESCRIPTION
 QT0282
 QT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0282'31.9 MI NE FROM NEWELL.
 QT0282'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 QT0282'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 QT0282'THENCE 2.9 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.1
 QT0282'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ACROSS
 QT0282'A PASTURE ALONG THE SOUTH SIDE OF A POWER LINE, ON THE NORTH
 QT0282'SLOPE OF A RIDGE, ABOUT 35 YARDS SOUTH OF THE POWER LINE, A
 QT0282'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 QT0282'OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0158 ***********************************************************************
 OQ0158  DESIGNATION -  O 3
 OQ0158  PID         -  OQ0158
 OQ0158  STATE/COUNTY-  SD/LINCOLN
 OQ0158  COUNTRY     -  US
 OQ0158  USGS QUAD   -  HARRISBURG (2017)
 OQ0158
 OQ0158                         *CURRENT SURVEY CONTROL
 OQ0158  ______________________________________________________________________
 OQ0158* NAD 83(1986) POSITION- 43 25 53.     (N) 096 41 49.     (W)   SCALED
 OQ0158* NAVD 88 ORTHO HEIGHT -   435.663 (meters)     1429.34  (feet) ADJUSTED
 OQ0158  ______________________________________________________________________
 OQ0158  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 OQ0158  DYNAMIC HEIGHT  -        435.546 (meters)     1428.95  (feet) COMP
 OQ0158  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 OQ0158
 OQ0158  VERT ORDER      -  FIRST     CLASS II
 OQ0158
 OQ0158.The horizontal coordinates were scaled from a map and have
 OQ0158.an estimated accuracy of +/- 6 seconds.
 OQ0158
 OQ0158.The orthometric height was determined by differential leveling and
 OQ0158.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0158.in June 1991.
 OQ0158
 OQ0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0158.GEOID18 height accuracy estimate available here.
 OQ0158
 OQ0158.Click photographs - Photos may exist for this station.
 OQ0158
 OQ0158.The dynamic height is computed by dividing the NAVD 88
 OQ0158.geopotential number by the normal gravity value computed on the
 OQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0158.degrees latitude (g = 980.6199 gals.).
 OQ0158
 OQ0158.The modeled gravity was interpolated from observed gravity values.
 OQ0158
 OQ0158;                    North         East    Units  Estimated Accuracy
 OQ0158;SPC SD S     -   128,430.      894,310.      MT  (+/- 180 meters Scaled)
 OQ0158
 OQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP864112(NAD 83)
 OQ0158
 OQ0158                          SUPERSEDED SURVEY CONTROL
 OQ0158
 OQ0158  NGVD 29 (??/??/92)  435.400  (m)         1428.47   (f) ADJ UNCH    1 2
 OQ0158
 OQ0158.Superseded values are not recommended for survey control.
 OQ0158
 OQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0158.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0158
 OQ0158_MARKER: B = BOLT
 OQ0158_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0158_PROJECTION: PROJECTING 24 CENTIMETERS
 OQ0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0158
 OQ0158  HISTORY     - Date     Condition        Report By
 OQ0158  HISTORY     - 1905     MONUMENTED       CGS
 OQ0158  HISTORY     - 1949     GOOD             CGS
 OQ0158  HISTORY     - 20110218 MARK NOT FOUND   INDIV
 OQ0158
 OQ0158                          STATION DESCRIPTION
 OQ0158
 OQ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0158'AT HARRISBURG.
 OQ0158'AT HARRISBURG, 137.0 FEET NORTHEAST OF AND ACROSS THE ROAD FROM
 OQ0158'THE NORTHEAST CORNER OF THE RAILROAD STATION, 130.0 FEET
 OQ0158'EAST OF AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF THE
 OQ0158'NORTH ELEVATOR, 78.0 FEET EAST OF THE EAST RAIL OF THE MAIN
 OQ0158'TRACK, 64.0 FEET EAST OF THE EAST RAIL OF THE SIDE TRACK,
 OQ0158'26.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST
 OQ0158'OF A REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN THE
 OQ0158'TOP OF A PINK JASPER STONE POST PROJECTING 0.8 FOOT ABOVE THE
 OQ0158'GROUND.
 OQ0158
 OQ0158                          STATION RECOVERY (2011)
 OQ0158
 OQ0158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1309 ***********************************************************************
 PU1309  DESIGNATION -  O 3 B 1
 PU1309  PID         -  PU1309
 PU1309  STATE/COUNTY-  SD/BUTTE
 PU1309  COUNTRY     -  US
 PU1309  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1309
 PU1309                         *CURRENT SURVEY CONTROL
 PU1309  ______________________________________________________________________
 PU1309* NAD 83(1986) POSITION- 44 57 36.     (N) 103 08 05.     (W)   SCALED
 PU1309* NAVD 88 ORTHO HEIGHT -   898.749 (meters)     2948.65  (feet) ADJUSTED
 PU1309  ______________________________________________________________________
 PU1309  GEOID HEIGHT    -        -17.000 (meters)                     GEOID18
 PU1309  DYNAMIC HEIGHT  -        898.537 (meters)     2947.95  (feet) COMP
 PU1309  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 PU1309
 PU1309  VERT ORDER      -  SECOND    CLASS 0
 PU1309
 PU1309.The horizontal coordinates were scaled from a map and have
 PU1309.an estimated accuracy of +/- 6 seconds.
 PU1309
 PU1309.The orthometric height was determined by differential leveling and
 PU1309.adjusted by the NATIONAL GEODETIC SURVEY
 PU1309.in June 1991.
 PU1309
 PU1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1309.GEOID18 height accuracy estimate available here.
 PU1309
 PU1309.Click photographs - Photos may exist for this station.
 PU1309
 PU1309.The dynamic height is computed by dividing the NAVD 88
 PU1309.geopotential number by the normal gravity value computed on the
 PU1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1309.degrees latitude (g = 980.6199 gals.).
 PU1309
 PU1309.The modeled gravity was interpolated from observed gravity values.
 PU1309
 PU1309;                    North         East    Units  Estimated Accuracy
 PU1309;SPC SD N     -   129,990.      352,740.      MT  (+/- 180 meters Scaled)
 PU1309
 PU1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK471801(NAD 83)
 PU1309
 PU1309                          SUPERSEDED SURVEY CONTROL
 PU1309
 PU1309  NGVD 29 (??/??/92)  898.26   (m)         2947.0    (f) COMPUTED    2 0
 PU1309
 PU1309.Superseded values are not recommended for survey control.
 PU1309
 PU1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1309.See file dsdata.pdf to determine how the superseded data were derived.
 PU1309
 PU1309_MARKER: Z = SEE DESCRIPTION
 PU1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1309_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1309+STABILITY: SURFACE MOTION
 PU1309
 PU1309  HISTORY     - Date     Condition        Report By
 PU1309  HISTORY     - UNK      MONUMENTED       USAF
 PU1309  HISTORY     - 1963     GOOD             CGS
 PU1309
 PU1309                          STATION DESCRIPTION
 PU1309
 PU1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1309'31.5 MI NE FROM NEWELL.
 PU1309'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1309'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1309'ROAD, THENCE 3.9 MILES SOUTHWEST ALONG A GRAVELED ROAD, IN A
 PU1309'PASTURE AND ON THE EAST SLOPE OF A LOW KNOLL, ABOUT 110 YARDS
 PU1309'NORTH OF THE ROAD, ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD,
 PU1309'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 PU1309'OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1310 ***********************************************************************
 PU1310  DESIGNATION -  O 3 B 2
 PU1310  PID         -  PU1310
 PU1310  STATE/COUNTY-  SD/BUTTE
 PU1310  COUNTRY     -  US
 PU1310  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1310
 PU1310                         *CURRENT SURVEY CONTROL
 PU1310  ______________________________________________________________________
 PU1310* NAD 83(1986) POSITION- 44 57 18.     (N) 103 08 06.     (W)   SCALED
 PU1310* NAVD 88 ORTHO HEIGHT -   895.167 (meters)     2936.89  (feet) ADJUSTED
 PU1310  ______________________________________________________________________
 PU1310  GEOID HEIGHT    -        -17.002 (meters)                     GEOID18
 PU1310  DYNAMIC HEIGHT  -        894.956 (meters)     2936.20  (feet) COMP
 PU1310  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 PU1310
 PU1310  VERT ORDER      -  SECOND    CLASS 0
 PU1310
 PU1310.The horizontal coordinates were scaled from a map and have
 PU1310.an estimated accuracy of +/- 6 seconds.
 PU1310
 PU1310.The orthometric height was determined by differential leveling and
 PU1310.adjusted by the NATIONAL GEODETIC SURVEY
 PU1310.in June 1991.
 PU1310
 PU1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1310.GEOID18 height accuracy estimate available here.
 PU1310
 PU1310.Click photographs - Photos may exist for this station.
 PU1310
 PU1310.The dynamic height is computed by dividing the NAVD 88
 PU1310.geopotential number by the normal gravity value computed on the
 PU1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1310.degrees latitude (g = 980.6199 gals.).
 PU1310
 PU1310.The modeled gravity was interpolated from observed gravity values.
 PU1310
 PU1310;                    North         East    Units  Estimated Accuracy
 PU1310;SPC SD N     -   129,430.      352,700.      MT  (+/- 180 meters Scaled)
 PU1310
 PU1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK471796(NAD 83)
 PU1310
 PU1310                          SUPERSEDED SURVEY CONTROL
 PU1310
 PU1310  NGVD 29 (??/??/92)  894.68   (m)         2935.3    (f) COMPUTED    2 0
 PU1310
 PU1310.Superseded values are not recommended for survey control.
 PU1310
 PU1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1310.See file dsdata.pdf to determine how the superseded data were derived.
 PU1310
 PU1310_MARKER: Z = SEE DESCRIPTION
 PU1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1310_SP_SET: CONCRETE PEDESTAL
 PU1310_STAMPING: O 3 B 2
 PU1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1310
 PU1310  HISTORY     - Date     Condition        Report By
 PU1310  HISTORY     - UNK      MONUMENTED       USAF
 PU1310  HISTORY     - 1963     GOOD             CGS
 PU1310
 PU1310                          STATION DESCRIPTION
 PU1310
 PU1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1310'31.7 MI NE FROM NEWELL.
 PU1310'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1310'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU1310'THENCE 3.9 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.2
 PU1310'MILE SOUTH ALONG A TRACK ROAD ACROSS A PASTURE, ON TOP OF THE
 PU1310'EAST END OF A LONG LOW RIDGE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 PU1310'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0431 ***********************************************************************
 OT0431  DESIGNATION -  O 4
 OT0431  PID         -  OT0431
 OT0431  STATE/COUNTY-  SD/FALL RIVER
 OT0431  COUNTRY     -  US
 OT0431  USGS QUAD   -  ARDMORE (2017)
 OT0431
 OT0431                         *CURRENT SURVEY CONTROL
 OT0431  ______________________________________________________________________
 OT0431* NAD 83(1986) POSITION- 43 01 17.     (N) 103 39 34.     (W)   SCALED
 OT0431* NAVD 88 ORTHO HEIGHT -  1085.345 (meters)     3560.84  (feet) ADJUSTED
 OT0431  ______________________________________________________________________
 OT0431  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 OT0431  DYNAMIC HEIGHT  -       1084.852 (meters)     3559.22  (feet) COMP
 OT0431  MODELED GRAVITY -    980,128.8   (mgal)                       NAVD 88
 OT0431
 OT0431  VERT ORDER      -  FIRST     CLASS II
 OT0431
 OT0431.The horizontal coordinates were scaled from a map and have
 OT0431.an estimated accuracy of +/- 6 seconds.
 OT0431
 OT0431.The orthometric height was determined by differential leveling and
 OT0431.adjusted by the NATIONAL GEODETIC SURVEY
 OT0431.in June 1991.
 OT0431
 OT0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0431.GEOID18 height accuracy estimate available here.
 OT0431
 OT0431.Click photographs - Photos may exist for this station.
 OT0431
 OT0431.The dynamic height is computed by dividing the NAVD 88
 OT0431.geopotential number by the normal gravity value computed on the
 OT0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0431.degrees latitude (g = 980.6199 gals.).
 OT0431
 OT0431.The modeled gravity was interpolated from observed gravity values.
 OT0431
 OT0431;                    North         East    Units  Estimated Accuracy
 OT0431;SPC SD S     -    81,870.      328,960.      MT  (+/- 180 meters Scaled)
 OT0431
 OT0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH092640(NAD 83)
 OT0431
 OT0431                          SUPERSEDED SURVEY CONTROL
 OT0431
 OT0431  NGVD 29 (??/??/92) 1084.793  (m)         3559.03   (f) ADJ UNCH    1 2
 OT0431
 OT0431.Superseded values are not recommended for survey control.
 OT0431
 OT0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0431.See file dsdata.pdf to determine how the superseded data were derived.
 OT0431
 OT0431_MARKER: B = BOLT
 OT0431_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OT0431+WITH SETTING: PAVEMENT
 OT0431_SP_SET: FOUNDATION
 OT0431_STAMPING: USBM
 OT0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0431+STABILITY: SURFACE MOTION
 OT0431
 OT0431  HISTORY     - Date     Condition        Report By
 OT0431  HISTORY     - 1908     MONUMENTED       CGS
 OT0431  HISTORY     - 1957     GOOD             CGS
 OT0431  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0431  HISTORY     - 20101021 MARK NOT FOUND   GEOCAC
 OT0431
 OT0431                          STATION DESCRIPTION
 OT0431
 OT0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0431'AT ARDMORE.
 OT0431'AT ARDMORE, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 OT0431'180 FEET SOUTH OF THE SOUTH END OF THE STATION, 31 FEET WEST
 OT0431'OF THE WEST RAIL OF THE MAIN TRACK, 48 FEET SOUTH OF THE SOUTH
 OT0431'END OF THE RAILROAD PARK, 57 FEET SOUTH OF A 36-INCH TREE THAT
 OT0431'IS IN THE SOUTHWEST CORNER OF THE PARK, ABOUT LEVEL WITH THE
 OT0431'GROUND, A SMALL COPPER BOLT SET FLUSH WITH THE SURFACE OF A
 OT0431'CONCRETE FOUNDATION FOR A RAILROAD WATER SPOUT THAT HAS BEEN
 OT0431'REMOVED.
 OT0431
 OT0431                          STATION RECOVERY (1985)
 OT0431
 OT0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0431'NOT RECOVERED.
 OT0431
 OT0431                          STATION RECOVERY (2010)
 OT0431
 OT0431'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0431'THE CONCRETE FOUNDATION FOR A RAILROAD WATER SPOUT MAY BE BURIED UNDER
 OT0431'A GRAVEL COVERED LOADING RAMP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1286 ***********************************************************************
 PU1286  DESIGNATION -  O 4 B 1
 PU1286  PID         -  PU1286
 PU1286  STATE/COUNTY-  SD/BUTTE
 PU1286  COUNTRY     -  US
 PU1286  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1286
 PU1286                         *CURRENT SURVEY CONTROL
 PU1286  ______________________________________________________________________
 PU1286* NAD 83(1986) POSITION- 44 55 16.     (N) 103 01 31.     (W)   SCALED
 PU1286* NAVD 88 ORTHO HEIGHT -   839.025 (meters)     2752.70  (feet) ADJUSTED
 PU1286  ______________________________________________________________________
 PU1286  GEOID HEIGHT    -        -17.190 (meters)                     GEOID18
 PU1286  DYNAMIC HEIGHT  -        838.837 (meters)     2752.08  (feet) COMP
 PU1286  MODELED GRAVITY -    980,364.3   (mgal)                       NAVD 88
 PU1286
 PU1286  VERT ORDER      -  SECOND    CLASS 0
 PU1286
 PU1286.The horizontal coordinates were scaled from a map and have
 PU1286.an estimated accuracy of +/- 6 seconds.
 PU1286
 PU1286.The orthometric height was determined by differential leveling and
 PU1286.adjusted by the NATIONAL GEODETIC SURVEY
 PU1286.in June 1991.
 PU1286
 PU1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1286.GEOID18 height accuracy estimate available here.
 PU1286
 PU1286.Click photographs - Photos may exist for this station.
 PU1286
 PU1286.The dynamic height is computed by dividing the NAVD 88
 PU1286.geopotential number by the normal gravity value computed on the
 PU1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1286.degrees latitude (g = 980.6199 gals.).
 PU1286
 PU1286.The modeled gravity was interpolated from observed gravity values.
 PU1286
 PU1286;                    North         East    Units  Estimated Accuracy
 PU1286;SPC SD N     -   125,340.      361,210.      MT  (+/- 180 meters Scaled)
 PU1286
 PU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK558760(NAD 83)
 PU1286
 PU1286                          SUPERSEDED SURVEY CONTROL
 PU1286
 PU1286  NGVD 29 (??/??/92)  838.55   (m)         2751.1    (f) COMPUTED    2 0
 PU1286
 PU1286.Superseded values are not recommended for survey control.
 PU1286
 PU1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1286.See file dsdata.pdf to determine how the superseded data were derived.
 PU1286
 PU1286_MARKER: Z = SEE DESCRIPTION
 PU1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1286_SP_SET: CONCRETE PEDESTAL
 PU1286_STAMPING: O 4 B 1
 PU1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1286
 PU1286  HISTORY     - Date     Condition        Report By
 PU1286  HISTORY     - UNK      MONUMENTED       USAF
 PU1286  HISTORY     - 1963     GOOD             CGS
 PU1286  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1286
 PU1286                          STATION DESCRIPTION
 PU1286
 PU1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1286'24.3 MI NE FROM NEWELL.
 PU1286'ABOUT 24.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1286'HIGH SCHOOL AT NEWELL, ABOUT 0.1 MILE NORTHEAST OF A 16-FOOT
 PU1286'CONCRETE CULVERT, IN THE EDGE OF A FIELD, 123 FEET SOUTHEAST OF
 PU1286'THE CENTERLINE OF THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL
 PU1286'OF THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1286
 PU1286                          STATION RECOVERY (1995)
 PU1286
 PU1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1286'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1285 ***********************************************************************
 PU1285  DESIGNATION -  O 4 B 2
 PU1285  PID         -  PU1285
 PU1285  STATE/COUNTY-  SD/BUTTE
 PU1285  COUNTRY     -  US
 PU1285  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1285
 PU1285                         *CURRENT SURVEY CONTROL
 PU1285  ______________________________________________________________________
 PU1285* NAD 83(1986) POSITION- 44 55 24.     (N) 103 01 09.     (W)   SCALED
 PU1285* NAVD 88 ORTHO HEIGHT -   842.410 (meters)     2763.81  (feet) ADJUSTED
 PU1285  ______________________________________________________________________
 PU1285  GEOID HEIGHT    -        -17.199 (meters)                     GEOID18
 PU1285  DYNAMIC HEIGHT  -        842.222 (meters)     2763.19  (feet) COMP
 PU1285  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 PU1285
 PU1285  VERT ORDER      -  SECOND    CLASS 0
 PU1285
 PU1285.The horizontal coordinates were scaled from a map and have
 PU1285.an estimated accuracy of +/- 6 seconds.
 PU1285
 PU1285.The orthometric height was determined by differential leveling and
 PU1285.adjusted by the NATIONAL GEODETIC SURVEY
 PU1285.in June 1991.
 PU1285
 PU1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1285.GEOID18 height accuracy estimate available here.
 PU1285
 PU1285.Click photographs - Photos may exist for this station.
 PU1285
 PU1285.The dynamic height is computed by dividing the NAVD 88
 PU1285.geopotential number by the normal gravity value computed on the
 PU1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1285.degrees latitude (g = 980.6199 gals.).
 PU1285
 PU1285.The modeled gravity was interpolated from observed gravity values.
 PU1285
 PU1285;                    North         East    Units  Estimated Accuracy
 PU1285;SPC SD N     -   125,570.      361,700.      MT  (+/- 180 meters Scaled)
 PU1285
 PU1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK563763(NAD 83)
 PU1285
 PU1285                          SUPERSEDED SURVEY CONTROL
 PU1285
 PU1285  NGVD 29 (??/??/92)  841.94   (m)         2762.3    (f) COMPUTED    2 0
 PU1285
 PU1285.Superseded values are not recommended for survey control.
 PU1285
 PU1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1285.See file dsdata.pdf to determine how the superseded data were derived.
 PU1285
 PU1285_MARKER: Z = SEE DESCRIPTION
 PU1285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1285_SP_SET: CONCRETE PEDESTAL
 PU1285_STAMPING: O 4 B 2
 PU1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1285
 PU1285  HISTORY     - Date     Condition        Report By
 PU1285  HISTORY     - UNK      MONUMENTED       USAF
 PU1285  HISTORY     - 1963     GOOD             CGS
 PU1285  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1285
 PU1285                          STATION DESCRIPTION
 PU1285
 PU1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1285'24.7 MI NE FROM NEWELL.
 PU1285'ABOUT 24.7 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1285'SCHOOL AT NEWELL, ON THE SOUTHWEST SLOPE OF A HILL AND IN THE
 PU1285'EDGE OF A FIELD, 71 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PU1285'HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A 1 1/2
 PU1285'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE
 PU1285'TRIBRACH WAS HELD.
 PU1285
 PU1285                          STATION RECOVERY (1995)
 PU1285
 PU1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1285'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1273 ***********************************************************************
 PU1273  DESIGNATION -  O 5 B 1
 PU1273  PID         -  PU1273
 PU1273  STATE/COUNTY-  SD/BUTTE
 PU1273  COUNTRY     -  US
 PU1273  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1273
 PU1273                         *CURRENT SURVEY CONTROL
 PU1273  ______________________________________________________________________
 PU1273* NAD 83(1986) POSITION- 44 52 40.     (N) 103 06 34.     (W)   SCALED
 PU1273* NAVD 88 ORTHO HEIGHT -   877.022 (meters)     2877.36  (feet) ADJUSTED
 PU1273  ______________________________________________________________________
 PU1273  GEOID HEIGHT    -        -17.057 (meters)                     GEOID18
 PU1273  DYNAMIC HEIGHT  -        876.813 (meters)     2876.68  (feet) COMP
 PU1273  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 PU1273
 PU1273  VERT ORDER      -  SECOND    CLASS 0
 PU1273
 PU1273.The horizontal coordinates were scaled from a map and have
 PU1273.an estimated accuracy of +/- 6 seconds.
 PU1273
 PU1273.The orthometric height was determined by differential leveling and
 PU1273.adjusted by the NATIONAL GEODETIC SURVEY
 PU1273.in June 1991.
 PU1273
 PU1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1273.GEOID18 height accuracy estimate available here.
 PU1273
 PU1273.Click photographs - Photos may exist for this station.
 PU1273
 PU1273.The dynamic height is computed by dividing the NAVD 88
 PU1273.geopotential number by the normal gravity value computed on the
 PU1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1273.degrees latitude (g = 980.6199 gals.).
 PU1273
 PU1273.The modeled gravity was interpolated from observed gravity values.
 PU1273
 PU1273;                    North         East    Units  Estimated Accuracy
 PU1273;SPC SD N     -   120,780.      354,380.      MT  (+/- 180 meters Scaled)
 PU1273
 PU1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK493711(NAD 83)
 PU1273
 PU1273                          SUPERSEDED SURVEY CONTROL
 PU1273
 PU1273  NGVD 29 (??/??/92)  876.54   (m)         2875.8    (f) COMPUTED    2 0
 PU1273
 PU1273.Superseded values are not recommended for survey control.
 PU1273
 PU1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1273.See file dsdata.pdf to determine how the superseded data were derived.
 PU1273
 PU1273_MARKER: Z = SEE DESCRIPTION
 PU1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1273_SP_SET: CONCRETE PEDESTAL
 PU1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1273
 PU1273  HISTORY     - Date     Condition        Report By
 PU1273  HISTORY     - UNK      MONUMENTED       USAF
 PU1273  HISTORY     - 1963     GOOD             CGS
 PU1273
 PU1273                          STATION DESCRIPTION
 PU1273
 PU1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1273'19.3 MI NE FROM NEWELL.
 PU1273'ABOUT 19.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1273'SCHOOL AT NEWELL, IN THE CORNER OF A FIELD, 99 FEET SOUTHEAST OF
 PU1273'THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A FENCE
 PU1273'CORNER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1273'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1274 ***********************************************************************
 PU1274  DESIGNATION -  O 5 B 2
 PU1274  PID         -  PU1274
 PU1274  STATE/COUNTY-  SD/BUTTE
 PU1274  COUNTRY     -  US
 PU1274  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1274
 PU1274                         *CURRENT SURVEY CONTROL
 PU1274  ______________________________________________________________________
 PU1274* NAD 83(1986) POSITION- 44 52 25.     (N) 103 06 06.     (W)   SCALED
 PU1274* NAVD 88 ORTHO HEIGHT -   871.967 (meters)     2860.78  (feet) ADJUSTED
 PU1274  ______________________________________________________________________
 PU1274  GEOID HEIGHT    -        -17.071 (meters)                     GEOID18
 PU1274  DYNAMIC HEIGHT  -        871.761 (meters)     2860.10  (feet) COMP
 PU1274  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 PU1274
 PU1274  VERT ORDER      -  SECOND    CLASS 0
 PU1274
 PU1274.The horizontal coordinates were scaled from a map and have
 PU1274.an estimated accuracy of +/- 6 seconds.
 PU1274
 PU1274.The orthometric height was determined by differential leveling and
 PU1274.adjusted by the NATIONAL GEODETIC SURVEY
 PU1274.in June 1991.
 PU1274
 PU1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1274.GEOID18 height accuracy estimate available here.
 PU1274
 PU1274.Click photographs - Photos may exist for this station.
 PU1274
 PU1274.The dynamic height is computed by dividing the NAVD 88
 PU1274.geopotential number by the normal gravity value computed on the
 PU1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1274.degrees latitude (g = 980.6199 gals.).
 PU1274
 PU1274.The modeled gravity was interpolated from observed gravity values.
 PU1274
 PU1274;                    North         East    Units  Estimated Accuracy
 PU1274;SPC SD N     -   120,290.      354,980.      MT  (+/- 180 meters Scaled)
 PU1274
 PU1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK499706(NAD 83)
 PU1274
 PU1274                          SUPERSEDED SURVEY CONTROL
 PU1274
 PU1274  NGVD 29 (??/??/92)  871.49   (m)         2859.2    (f) COMPUTED    2 0
 PU1274
 PU1274.Superseded values are not recommended for survey control.
 PU1274
 PU1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1274.See file dsdata.pdf to determine how the superseded data were derived.
 PU1274
 PU1274_MARKER: Z = SEE DESCRIPTION
 PU1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1274_SP_SET: CONCRETE PEDESTAL
 PU1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1274
 PU1274  HISTORY     - Date     Condition        Report By
 PU1274  HISTORY     - UNK      MONUMENTED       USAF
 PU1274  HISTORY     - 1963     GOOD             CGS
 PU1274  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1274
 PU1274                          STATION DESCRIPTION
 PU1274
 PU1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1274'19.7 MI NE FROM NEWELL.
 PU1274'ABOUT 19.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1274'SCHOOL AT NEWELL, THENCE 0.4 MILE SOUTHEAST ACROSS AN OPEN FIELD,
 PU1274'ON THE NORTHWEST SIDE OF A DITCH THAT LEADS NORTHEAST INTO A
 PU1274'VALLEY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1274'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
 PU1274
 PU1274                          STATION RECOVERY (1995)
 PU1274
 PU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1274'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1264 ***********************************************************************
 PU1264  DESIGNATION -  O 6 B 1
 PU1264  PID         -  PU1264
 PU1264  STATE/COUNTY-  SD/BUTTE
 PU1264  COUNTRY     -  US
 PU1264  USGS QUAD   -  OWL BUTTE (2017)
 PU1264
 PU1264                         *CURRENT SURVEY CONTROL
 PU1264  ______________________________________________________________________
 PU1264* NAD 83(1986) POSITION- 44 50 07.     (N) 103 12 07.     (W)   SCALED
 PU1264* NAVD 88 ORTHO HEIGHT -   948.591 (meters)     3112.17  (feet) ADJUSTED
 PU1264  ______________________________________________________________________
 PU1264  GEOID HEIGHT    -        -16.851 (meters)                     GEOID18
 PU1264  DYNAMIC HEIGHT  -        948.350 (meters)     3111.38  (feet) COMP
 PU1264  MODELED GRAVITY -    980,330.1   (mgal)                       NAVD 88
 PU1264
 PU1264  VERT ORDER      -  SECOND    CLASS 0
 PU1264
 PU1264.The horizontal coordinates were scaled from a map and have
 PU1264.an estimated accuracy of +/- 6 seconds.
 PU1264
 PU1264.The orthometric height was determined by differential leveling and
 PU1264.adjusted by the NATIONAL GEODETIC SURVEY
 PU1264.in June 1991.
 PU1264
 PU1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1264.GEOID18 height accuracy estimate available here.
 PU1264
 PU1264.Click photographs - Photos may exist for this station.
 PU1264
 PU1264.The dynamic height is computed by dividing the NAVD 88
 PU1264.geopotential number by the normal gravity value computed on the
 PU1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1264.degrees latitude (g = 980.6199 gals.).
 PU1264
 PU1264.The modeled gravity was interpolated from observed gravity values.
 PU1264
 PU1264;                    North         East    Units  Estimated Accuracy
 PU1264;SPC SD N     -   116,340.      346,890.      MT  (+/- 180 meters Scaled)
 PU1264
 PU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK421662(NAD 83)
 PU1264
 PU1264                          SUPERSEDED SURVEY CONTROL
 PU1264
 PU1264  NGVD 29 (??/??/92)  948.10   (m)         3110.6    (f) COMPUTED    2 0
 PU1264
 PU1264.Superseded values are not recommended for survey control.
 PU1264
 PU1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1264.See file dsdata.pdf to determine how the superseded data were derived.
 PU1264
 PU1264_MARKER: Z = SEE DESCRIPTION
 PU1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1264_SP_SET: CONCRETE PEDESTAL
 PU1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1264
 PU1264  HISTORY     - Date     Condition        Report By
 PU1264  HISTORY     - UNK      MONUMENTED       USAF
 PU1264  HISTORY     - 1963     GOOD             CGS
 PU1264  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1264
 PU1264                          STATION DESCRIPTION
 PU1264
 PU1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1264'14.4 MI NE FROM NEWELL.
 PU1264'ABOUT 14.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1264'SCHOOL AT NEWELL, THENCE 0.4 MILE NORTHWEST ACROSS AN OPEN
 PU1264'PASTURE, ON THE SOUTHEAST SLOPE AND NEAR THE BOTTOM OF A LONG
 PU1264'EAST-WEST RIDGE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1264'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
 PU1264
 PU1264                          STATION RECOVERY (1995)
 PU1264
 PU1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1264'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1265 ***********************************************************************
 PU1265  DESIGNATION -  O 6 B 2
 PU1265  PID         -  PU1265
 PU1265  STATE/COUNTY-  SD/BUTTE
 PU1265  COUNTRY     -  US
 PU1265  USGS QUAD   -  OWL BUTTE (2017)
 PU1265
 PU1265                         *CURRENT SURVEY CONTROL
 PU1265  ______________________________________________________________________
 PU1265* NAD 83(1986) POSITION- 44 50 22.     (N) 103 12 00.     (W)   SCALED
 PU1265* NAVD 88 ORTHO HEIGHT -   955.741 (meters)     3135.63  (feet) ADJUSTED
 PU1265  ______________________________________________________________________
 PU1265  GEOID HEIGHT    -        -16.857 (meters)                     GEOID18
 PU1265  DYNAMIC HEIGHT  -        955.500 (meters)     3134.84  (feet) COMP
 PU1265  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 PU1265
 PU1265  VERT ORDER      -  SECOND    CLASS 0
 PU1265
 PU1265.The horizontal coordinates were scaled from a map and have
 PU1265.an estimated accuracy of +/- 6 seconds.
 PU1265
 PU1265.The orthometric height was determined by differential leveling and
 PU1265.adjusted by the NATIONAL GEODETIC SURVEY
 PU1265.in June 1991.
 PU1265
 PU1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1265.GEOID18 height accuracy estimate available here.
 PU1265
 PU1265.Click photographs - Photos may exist for this station.
 PU1265
 PU1265.The dynamic height is computed by dividing the NAVD 88
 PU1265.geopotential number by the normal gravity value computed on the
 PU1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1265.degrees latitude (g = 980.6199 gals.).
 PU1265
 PU1265.The modeled gravity was interpolated from observed gravity values.
 PU1265
 PU1265;                    North         East    Units  Estimated Accuracy
 PU1265;SPC SD N     -   116,800.      347,070.      MT  (+/- 180 meters Scaled)
 PU1265
 PU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK422666(NAD 83)
 PU1265
 PU1265                          SUPERSEDED SURVEY CONTROL
 PU1265
 PU1265  NGVD 29 (??/??/92)  955.25   (m)         3134.0    (f) COMPUTED    2 0
 PU1265
 PU1265.Superseded values are not recommended for survey control.
 PU1265
 PU1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1265.See file dsdata.pdf to determine how the superseded data were derived.
 PU1265
 PU1265_MARKER: Z = SEE DESCRIPTION
 PU1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1265_SP_SET: CONCRETE PEDESTAL
 PU1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1265
 PU1265  HISTORY     - Date     Condition        Report By
 PU1265  HISTORY     - UNK      MONUMENTED       USAF
 PU1265  HISTORY     - 1963     GOOD             CGS
 PU1265  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1265
 PU1265                          STATION DESCRIPTION
 PU1265
 PU1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1265'14.4 MI NE FROM NEWELL.
 PU1265'O 6 B 2
 PU1265'ABOUT 14.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1265'SCHOOL AT NEWELL, THENCE 0.2 MILE NORTHWEST ACROSS AN OPEN FIELD,
 PU1265'235 YARDS NORTHWEST OF THE HIGHWAY, ON THE TOP AND NEAR THE
 PU1265'NORTHWEST EDGE OF A ROUND HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 PU1265'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
 PU1265
 PU1265                          STATION RECOVERY (1995)
 PU1265
 PU1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1265'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1255 ***********************************************************************
 PU1255  DESIGNATION -  O 7 B 1
 PU1255  PID         -  PU1255
 PU1255  STATE/COUNTY-  SD/BUTTE
 PU1255  COUNTRY     -  US
 PU1255  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1255
 PU1255                         *CURRENT SURVEY CONTROL
 PU1255  ______________________________________________________________________
 PU1255* NAD 83(1986) POSITION- 44 47 25.     (N) 103 16 20.     (W)   SCALED
 PU1255* NAVD 88 ORTHO HEIGHT -   890.213 (meters)     2920.64  (feet) ADJUSTED
 PU1255  ______________________________________________________________________
 PU1255  GEOID HEIGHT    -        -16.692 (meters)                     GEOID18
 PU1255  DYNAMIC HEIGHT  -        889.991 (meters)     2919.91  (feet) COMP
 PU1255  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 PU1255
 PU1255  VERT ORDER      -  SECOND    CLASS 0
 PU1255
 PU1255.The horizontal coordinates were scaled from a map and have
 PU1255.an estimated accuracy of +/- 6 seconds.
 PU1255
 PU1255.The orthometric height was determined by differential leveling and
 PU1255.adjusted by the NATIONAL GEODETIC SURVEY
 PU1255.in June 1991.
 PU1255
 PU1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1255.GEOID18 height accuracy estimate available here.
 PU1255
 PU1255.Click photographs - Photos may exist for this station.
 PU1255
 PU1255.The dynamic height is computed by dividing the NAVD 88
 PU1255.geopotential number by the normal gravity value computed on the
 PU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1255.degrees latitude (g = 980.6199 gals.).
 PU1255
 PU1255.The modeled gravity was interpolated from observed gravity values.
 PU1255
 PU1255;                    North         East    Units  Estimated Accuracy
 PU1255;SPC SD N     -   111,570.      341,140.      MT  (+/- 180 meters Scaled)
 PU1255
 PU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK366611(NAD 83)
 PU1255
 PU1255                          SUPERSEDED SURVEY CONTROL
 PU1255
 PU1255  NGVD 29 (??/??/92)  889.733  (m)         2919.07   (f) ADJ UNCH    2 0
 PU1255
 PU1255.Superseded values are not recommended for survey control.
 PU1255
 PU1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1255.See file dsdata.pdf to determine how the superseded data were derived.
 PU1255
 PU1255_MARKER: Z = SEE DESCRIPTION
 PU1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1255_SP_SET: CONCRETE PEDESTAL
 PU1255_STAMPING: O 7 B 1
 PU1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1255
 PU1255  HISTORY     - Date     Condition        Report By
 PU1255  HISTORY     - UNK      MONUMENTED       USAF
 PU1255  HISTORY     - 1963     GOOD             CGS
 PU1255  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1255
 PU1255                          STATION DESCRIPTION
 PU1255
 PU1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1255'9.4 MI NE FROM NEWELL.
 PU1255'ABOUT 9.4 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1255'SCHOOL AT NEWELL, ABOUT 0.8 MILE NORTHEAST OF A 185-FOOT CONCRETE
 PU1255'BRIDGE OVER A SMALL STREAM, IN THE EDGE OF A LARGE FIELD, 90 FEET
 PU1255'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHEAST
 PU1255'OF A FENCE, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, A 1 1/2
 PU1255'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE
 PU1255'TRIBRACH WAS HELD.
 PU1255
 PU1255                          STATION RECOVERY (1995)
 PU1255
 PU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1255'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1256 ***********************************************************************
 PU1256  DESIGNATION -  O 7 B 2
 PU1256  PID         -  PU1256
 PU1256  STATE/COUNTY-  SD/BUTTE
 PU1256  COUNTRY     -  US
 PU1256  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1256
 PU1256                         *CURRENT SURVEY CONTROL
 PU1256  ______________________________________________________________________
 PU1256* NAD 83(1986) POSITION- 44 47 17.     (N) 103 16 15.     (W)   SCALED
 PU1256* NAVD 88 ORTHO HEIGHT -   889.746 (meters)     2919.11  (feet) ADJUSTED
 PU1256  ______________________________________________________________________
 PU1256  GEOID HEIGHT    -        -16.695 (meters)                     GEOID18
 PU1256  DYNAMIC HEIGHT  -        889.525 (meters)     2918.38  (feet) COMP
 PU1256  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 PU1256
 PU1256  VERT ORDER      -  SECOND    CLASS 0
 PU1256
 PU1256.The horizontal coordinates were scaled from a map and have
 PU1256.an estimated accuracy of +/- 6 seconds.
 PU1256
 PU1256.The orthometric height was determined by differential leveling and
 PU1256.adjusted by the NATIONAL GEODETIC SURVEY
 PU1256.in June 1991.
 PU1256
 PU1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1256.GEOID18 height accuracy estimate available here.
 PU1256
 PU1256.Click photographs - Photos may exist for this station.
 PU1256
 PU1256.The dynamic height is computed by dividing the NAVD 88
 PU1256.geopotential number by the normal gravity value computed on the
 PU1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1256.degrees latitude (g = 980.6199 gals.).
 PU1256
 PU1256.The modeled gravity was interpolated from observed gravity values.
 PU1256
 PU1256;                    North         East    Units  Estimated Accuracy
 PU1256;SPC SD N     -   111,320.      341,240.      MT  (+/- 180 meters Scaled)
 PU1256
 PU1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK367608(NAD 83)
 PU1256
 PU1256                          SUPERSEDED SURVEY CONTROL
 PU1256
 PU1256  NGVD 29 (??/??/92)  889.267  (m)         2917.54   (f) ADJ UNCH    2 0
 PU1256
 PU1256.Superseded values are not recommended for survey control.
 PU1256
 PU1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1256.See file dsdata.pdf to determine how the superseded data were derived.
 PU1256
 PU1256_MARKER: Z = SEE DESCRIPTION
 PU1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1256_SP_SET: CONCRETE PEDESTAL
 PU1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1256
 PU1256  HISTORY     - Date     Condition        Report By
 PU1256  HISTORY     - UNK      MONUMENTED       USAF
 PU1256  HISTORY     - 1963     GOOD             CGS
 PU1256  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1256
 PU1256                          STATION DESCRIPTION
 PU1256
 PU1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1256'9.7 MI NE FROM NEWELL.
 PU1256'ABOUT 9.4 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1256'SCHOOL AT NEWELL, THENCE 0.3 MILE SOUTHEAST ACROSS AN OPEN FIELD,
 PU1256'ON THE SOUTHWEST SLOPE OF A RIDGE, A 1 1/2 X 4 FOOT CONCRETE
 PU1256'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
 PU1256
 PU1256                          STATION RECOVERY (1995)
 PU1256
 PU1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1256'THE DATUM POINT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1341 ***********************************************************************
 PU1341  DESIGNATION -  O 8 B 1
 PU1341  PID         -  PU1341
 PU1341  STATE/COUNTY-  SD/BUTTE
 PU1341  COUNTRY     -  US
 PU1341  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1341
 PU1341                         *CURRENT SURVEY CONTROL
 PU1341  ______________________________________________________________________
 PU1341* NAD 83(1986) POSITION- 44 51 43.     (N) 103 17 51.     (W)   SCALED
 PU1341* NAVD 88 ORTHO HEIGHT -   953.468 (meters)     3128.17  (feet) ADJUSTED
 PU1341  ______________________________________________________________________
 PU1341  GEOID HEIGHT    -        -16.639 (meters)                     GEOID18
 PU1341  DYNAMIC HEIGHT  -        953.237 (meters)     3127.41  (feet) COMP
 PU1341  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 PU1341
 PU1341  VERT ORDER      -  SECOND    CLASS 0
 PU1341
 PU1341.The horizontal coordinates were scaled from a map and have
 PU1341.an estimated accuracy of +/- 6 seconds.
 PU1341
 PU1341.The orthometric height was determined by differential leveling and
 PU1341.adjusted by the NATIONAL GEODETIC SURVEY
 PU1341.in June 1991.
 PU1341
 PU1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1341.GEOID18 height accuracy estimate available here.
 PU1341
 PU1341.Click photographs - Photos may exist for this station.
 PU1341
 PU1341.The dynamic height is computed by dividing the NAVD 88
 PU1341.geopotential number by the normal gravity value computed on the
 PU1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1341.degrees latitude (g = 980.6199 gals.).
 PU1341
 PU1341.The modeled gravity was interpolated from observed gravity values.
 PU1341
 PU1341;                    North         East    Units  Estimated Accuracy
 PU1341;SPC SD N     -   119,610.      339,470.      MT  (+/- 180 meters Scaled)
 PU1341
 PU1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK345690(NAD 83)
 PU1341
 PU1341                          SUPERSEDED SURVEY CONTROL
 PU1341
 PU1341  NGVD 29 (??/??/92)  952.99   (m)         3126.6    (f) COMPUTED    2 0
 PU1341
 PU1341.Superseded values are not recommended for survey control.
 PU1341
 PU1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1341.See file dsdata.pdf to determine how the superseded data were derived.
 PU1341
 PU1341_MARKER: Z = SEE DESCRIPTION
 PU1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1341_SP_SET: CONCRETE PEDESTAL
 PU1341_STAMPING: O 8 B 1
 PU1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1341
 PU1341  HISTORY     - Date     Condition        Report By
 PU1341  HISTORY     - UNK      MONUMENTED       USAF
 PU1341  HISTORY     - 1963     GOOD             CGS
 PU1341
 PU1341                          STATION DESCRIPTION
 PU1341
 PU1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1341'13.4 MI NE FROM NEWELL.
 PU1341'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1341'HIGH SCHOOL AT NEWELL, THENCE 9.7 MILES NORTH ALONG A GRAVELED
 PU1341'ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ACROSS A FIELD, AT THE
 PU1341'TOP OF A STEEP HILL, ABOUT IN THE CENTER OF A NARROW RAVINE,
 PU1341'ABOUT 250 YARDS NORTHWEST OF THE GRAVELED ROAD, ABOUT LEVEL
 PU1341'WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 PU1341'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1342 ***********************************************************************
 PU1342  DESIGNATION -  O 8 B 2
 PU1342  PID         -  PU1342
 PU1342  STATE/COUNTY-  SD/BUTTE
 PU1342  COUNTRY     -  US
 PU1342  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1342
 PU1342                         *CURRENT SURVEY CONTROL
 PU1342  ______________________________________________________________________
 PU1342* NAD 83(1986) POSITION- 44 51 56.     (N) 103 17 47.     (W)   SCALED
 PU1342* NAVD 88 ORTHO HEIGHT -   947.541 (meters)     3108.72  (feet) ADJUSTED
 PU1342  ______________________________________________________________________
 PU1342  GEOID HEIGHT    -        -16.641 (meters)                     GEOID18
 PU1342  DYNAMIC HEIGHT  -        947.311 (meters)     3107.97  (feet) COMP
 PU1342  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 PU1342
 PU1342  VERT ORDER      -  SECOND    CLASS 0
 PU1342
 PU1342.The horizontal coordinates were scaled from a map and have
 PU1342.an estimated accuracy of +/- 6 seconds.
 PU1342
 PU1342.The orthometric height was determined by differential leveling and
 PU1342.adjusted by the NATIONAL GEODETIC SURVEY
 PU1342.in June 1991.
 PU1342
 PU1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1342.GEOID18 height accuracy estimate available here.
 PU1342
 PU1342.Click photographs - Photos may exist for this station.
 PU1342
 PU1342.The dynamic height is computed by dividing the NAVD 88
 PU1342.geopotential number by the normal gravity value computed on the
 PU1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1342.degrees latitude (g = 980.6199 gals.).
 PU1342
 PU1342.The modeled gravity was interpolated from observed gravity values.
 PU1342
 PU1342;                    North         East    Units  Estimated Accuracy
 PU1342;SPC SD N     -   120,010.      339,570.      MT  (+/- 180 meters Scaled)
 PU1342
 PU1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK345694(NAD 83)
 PU1342
 PU1342                          SUPERSEDED SURVEY CONTROL
 PU1342
 PU1342  NGVD 29 (??/??/92)  947.06   (m)         3107.1    (f) COMPUTED    2 0
 PU1342
 PU1342.Superseded values are not recommended for survey control.
 PU1342
 PU1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1342.See file dsdata.pdf to determine how the superseded data were derived.
 PU1342
 PU1342_MARKER: Z = SEE DESCRIPTION
 PU1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1342_SP_SET: CONCRETE PEDESTAL
 PU1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1342
 PU1342  HISTORY     - Date     Condition        Report By
 PU1342  HISTORY     - UNK      MONUMENTED       USAF
 PU1342  HISTORY     - 1963     GOOD             CGS
 PU1342
 PU1342                          STATION DESCRIPTION
 PU1342
 PU1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1342'13.7 MI NE FROM NEWELL.
 PU1342'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1342'HIGH SCHOOL AT NEWELL, THENCE 9.8 MILES NORTH ALONG A GRAVELED
 PU1342'ROAD, THENCE 0.4 MILE NORTHWEST ACROSS AN OPEN FIELD, ON THE
 PU1342'SOUTHWEST SIDE OF A SMALL RAVINE, ABOUT 35 YARDS NORTHWEST OF
 PU1342'THE WEST CORNER OF AN EARTH FILL ACROSS THE RAVINE, 4 FEET
 PU1342'SOUTHEAST OF A FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 PU1342'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1100 ***********************************************************************
 PU1100  DESIGNATION -  O 9 B 1
 PU1100  PID         -  PU1100
 PU1100  STATE/COUNTY-  SD/BUTTE
 PU1100  COUNTRY     -  US
 PU1100  USGS QUAD   -  CASTLE ROCK (2017)
 PU1100
 PU1100                         *CURRENT SURVEY CONTROL
 PU1100  ______________________________________________________________________
 PU1100* NAD 83(1986) POSITION- 44 56 56.     (N) 103 25 28.     (W)   SCALED
 PU1100* NAVD 88 ORTHO HEIGHT -   941.714 (meters)     3089.61  (feet) ADJUSTED
 PU1100  ______________________________________________________________________
 PU1100  GEOID HEIGHT    -        -16.422 (meters)                     GEOID18
 PU1100  DYNAMIC HEIGHT  -        941.485 (meters)     3088.86  (feet) COMP
 PU1100  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 PU1100
 PU1100  VERT ORDER      -  SECOND    CLASS 0
 PU1100
 PU1100.The horizontal coordinates were scaled from a map and have
 PU1100.an estimated accuracy of +/- 6 seconds.
 PU1100
 PU1100.The orthometric height was determined by differential leveling and
 PU1100.adjusted by the NATIONAL GEODETIC SURVEY
 PU1100.in June 1991.
 PU1100
 PU1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1100.GEOID18 height accuracy estimate available here.
 PU1100
 PU1100.Click photographs - Photos may exist for this station.
 PU1100
 PU1100.The dynamic height is computed by dividing the NAVD 88
 PU1100.geopotential number by the normal gravity value computed on the
 PU1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1100.degrees latitude (g = 980.6199 gals.).
 PU1100
 PU1100.The modeled gravity was interpolated from observed gravity values.
 PU1100
 PU1100;                    North         East    Units  Estimated Accuracy
 PU1100;SPC SD N     -   129,680.      329,850.      MT  (+/- 180 meters Scaled)
 PU1100
 PU1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK242784(NAD 83)
 PU1100
 PU1100                          SUPERSEDED SURVEY CONTROL
 PU1100
 PU1100  NGVD 29 (??/??/92)  941.235  (m)         3088.04   (f) ADJ UNCH    2 0
 PU1100
 PU1100.Superseded values are not recommended for survey control.
 PU1100
 PU1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1100.See file dsdata.pdf to determine how the superseded data were derived.
 PU1100
 PU1100_MARKER: Z = SEE DESCRIPTION
 PU1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1100_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1100+STABILITY: SURFACE MOTION
 PU1100
 PU1100  HISTORY     - Date     Condition        Report By
 PU1100  HISTORY     - UNK      MONUMENTED       USAF
 PU1100  HISTORY     - 1963     GOOD             CGS
 PU1100  HISTORY     - 20201022 MARK NOT FOUND   SDDT
 PU1100
 PU1100                          STATION DESCRIPTION
 PU1100
 PU1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1100'1.1 MI S FROM CASTLE ROCK.
 PU1100'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1100'OFFICE AT CASTLE ROCK, 42 FEET EAST OF THE CENTERLINE OF THE
 PU1100'HIGHWAY, 3.0 FEET EAST OF A NORTH-SOUTH FENCE, ABOUT 4 FEET
 PU1100'ABOVE THE LEVEL OF THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE
 PU1100'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ. HELD ON THE CENTER
 PU1100'OF THE TRAIBRACH.
 PU1100
 PU1100                          STATION RECOVERY (2020)
 PU1100
 PU1100'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1100'MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1099 ***********************************************************************
 PU1099  DESIGNATION -  O 9 B 2
 PU1099  PID         -  PU1099
 PU1099  STATE/COUNTY-  SD/BUTTE
 PU1099  COUNTRY     -  US
 PU1099  USGS QUAD   -  CASTLE ROCK (2017)
 PU1099
 PU1099                         *CURRENT SURVEY CONTROL
 PU1099  ______________________________________________________________________
 PU1099* NAD 83(1986) POSITION- 44 56 49.     (N) 103 25 12.     (W)   SCALED
 PU1099* NAVD 88 ORTHO HEIGHT -   938.833 (meters)     3080.15  (feet) ADJUSTED
 PU1099  ______________________________________________________________________
 PU1099  GEOID HEIGHT    -        -16.429 (meters)                     GEOID18
 PU1099  DYNAMIC HEIGHT  -        938.605 (meters)     3079.41  (feet) COMP
 PU1099  MODELED GRAVITY -    980,342.4   (mgal)                       NAVD 88
 PU1099
 PU1099  VERT ORDER      -  SECOND    CLASS 0
 PU1099
 PU1099.The horizontal coordinates were scaled from a map and have
 PU1099.an estimated accuracy of +/- 6 seconds.
 PU1099
 PU1099.The orthometric height was determined by differential leveling and
 PU1099.adjusted by the NATIONAL GEODETIC SURVEY
 PU1099.in June 1991.
 PU1099
 PU1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1099.GEOID18 height accuracy estimate available here.
 PU1099
 PU1099.Click photographs - Photos may exist for this station.
 PU1099
 PU1099.The dynamic height is computed by dividing the NAVD 88
 PU1099.geopotential number by the normal gravity value computed on the
 PU1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1099.degrees latitude (g = 980.6199 gals.).
 PU1099
 PU1099.The modeled gravity was interpolated from observed gravity values.
 PU1099
 PU1099;                    North         East    Units  Estimated Accuracy
 PU1099;SPC SD N     -   129,450.      330,190.      MT  (+/- 180 meters Scaled)
 PU1099
 PU1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK246782(NAD 83)
 PU1099
 PU1099                          SUPERSEDED SURVEY CONTROL
 PU1099
 PU1099  NGVD 29 (??/??/92)  938.355  (m)         3078.59   (f) ADJ UNCH    2 0
 PU1099
 PU1099.Superseded values are not recommended for survey control.
 PU1099
 PU1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1099.See file dsdata.pdf to determine how the superseded data were derived.
 PU1099
 PU1099_MARKER: Z = SEE DESCRIPTION
 PU1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1099_PROJECTION: PROJECTING 122 CENTIMETERS
 PU1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1099+STABILITY: SURFACE MOTION
 PU1099
 PU1099  HISTORY     - Date     Condition        Report By
 PU1099  HISTORY     - UNK      MONUMENTED       USAF
 PU1099  HISTORY     - 1963     GOOD             CGS
 PU1099
 PU1099                          STATION DESCRIPTION
 PU1099
 PU1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1099'1.4 MI S FROM CASTLE ROCK.
 PU1099'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1099'OFFICE AT CASTLE ROCK, THENCE 0.25 MILE SOUTHEAST ACROSS PASTURE
 PU1099'LAND, ON THE SOUTHWEST SLOPE OF A HILL, 6 FEET WEST OF A POWER
 PU1099'LINE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 PU1099'MONOLITH AZ. HELD ON THE CENTER OF THE TRIBRACH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0755 ***********************************************************************
 OS0755  DESIGNATION -  O NEILL
 OS0755  PID         -  OS0755
 OS0755  STATE/COUNTY-  SD/TODD
 OS0755  COUNTRY     -  US
 OS0755  USGS QUAD   -  IRON SHELL FLAT WEST (2017)
 OS0755
 OS0755                         *CURRENT SURVEY CONTROL
 OS0755  ______________________________________________________________________
 OS0755* NAD 83(1996) POSITION- 43 10 38.42074(N) 101 11 47.28254(W)   ADJUSTED
 OS0755* NAVD 88 ORTHO HEIGHT -   960.    (meters)     3150.    (feet) SCALED
 OS0755  ______________________________________________________________________
 OS0755  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 OS0755  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC18
 OS0755  HORZ ORDER      -  FIRST
 OS0755
 OS0755.The horizontal coordinates were established by classical geodetic methods
 OS0755.and adjusted by the National Geodetic Survey in January 1998.
 OS0755
 OS0755.The orthometric height was scaled from a topographic map.
 OS0755
 OS0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0755.GEOID18 height accuracy estimate available here.
 OS0755
 OS0755.Click photographs - Photos may exist for this station.
 OS0755
 OS0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0755
 OS0755. The following values were computed from the NAD 83(1996) position.
 OS0755
 OS0755;                    North         East     Units Scale Factor Converg.
 OS0755;SPC SD S     -    94,126.168   529,827.695   MT  0.99993632   -0 35 43.6
 OS0755;SPC SD S     -   308,812.27  1,738,276.36   sFT  0.99993632   -0 35 43.6
 OS0755;UTM  14      - 4,782,850.291   321,482.448   MT  0.99999204   -1 30 12.1
 OS0755
 OS0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0755!SPC SD S     -   0.99985271  x   0.99993632  =   0.99978904
 OS0755!UTM  14      -   0.99985271  x   0.99999204  =   0.99984475
 OS0755
 OS0755:                Primary Azimuth Mark                     Grid Az
 OS0755:SPC SD S     -  O NEILL AZ MK                            187 06 36.8
 OS0755:UTM  14      -  O NEILL AZ MK                            188 01 05.3
 OS0755
 OS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2148282850(NAD 83)
 OS0755
 OS0755|---------------------------------------------------------------------|
 OS0755| PID    Reference Object                     Distance      Geod. Az  |
 OS0755|                                                           dddmmss.s |
 OS0755| CQ3643 O NEILL AZ MK                                      1863053.2 |
 OS0755| CQ3644 O NEILL RM 1                         14.204 METERS 23654     |
 OS0755| CQ3645 O NEILL RM 2                         18.431 METERS 35407     |
 OS0755|---------------------------------------------------------------------|
 OS0755
 OS0755                          SUPERSEDED SURVEY CONTROL
 OS0755
 OS0755  NAD 83(1995)-  43 10 38.42048(N)    101 11 47.28229(W) AD(       ) 1
 OS0755  NAD 83(1986)-  43 10 38.41704(N)    101 11 47.29483(W) AD(       ) 1
 OS0755  NAD 27      -  43 10 38.40900(N)    101 11 45.74900(W) AD(       ) 1
 OS0755
 OS0755.Superseded values are not recommended for survey control.
 OS0755
 OS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0755.See file dsdata.pdf to determine how the superseded data were derived.
 OS0755
 OS0755_MARKER: DS = TRIANGULATION STATION DISK
 OS0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0755_STAMPING: O NEILL 1936
 OS0755_MARK LOGO: CGS
 OS0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0755+STABILITY: SURFACE MOTION
 OS0755
 OS0755  HISTORY     - Date     Condition        Report By
 OS0755  HISTORY     - 1936     MONUMENTED       CGS
 OS0755
 OS0755                          STATION DESCRIPTION
 OS0755
 OS0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0755'STATION IS 3 MILES AIRLINE, AND 3.55 MILES BY ROAD, EAST
 OS0755'BY NORTH OF HARRINGTON, AND 25 MILES AIRLINE EAST OF MARTIN,
 OS0755'1.8 MILES EAST OF COUNTY LINE, IN THE SOUTHEAST QUARTER
 OS0755'OF SEC. 14, T. 37 N., R. 33 W., AT THE HIGHEST POINT OF
 OS0755'LOW RIDGE IN PASTURE LAND OWNED BY CHARLES CRAZYCAT, ABOUT
 OS0755'1 MILE NORTH-NORTHEAST OF THE CLARENCE O NEILL RANCH HOUSE,
 OS0755'125 YARDS EAST OF FENCE LINE BETWEEN SECTIONS 14 AND 15,
 OS0755'AND 0.4 MILE NORTH OF SECTION FENCE BETWEEN SECTIONS 15 AND
 OS0755'23.  THE MARK PROJECTS 4 INCHES.
 OS0755'
 OS0755'REFERENCE MARK NO. 1 IS WEST OF THE STATION.  THE MARK
 OS0755'PROJECTS 4 INCHES.
 OS0755'
 OS0755'REFERENCE MARK NO. 2 IS NORTH OF THE STATION.  THE MARK PROJECTS
 OS0755'5 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 OS0755'MARKS IS 91.66 FEET.
 OS0755'
 OS0755'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 1 FOOT
 OS0755'EAST OF SECTION-LINE FENCE, 18 FEET NORTH OF NORTH GATEPOST.
 OS0755'THE MARK PROJECTS 6 INCHES.
 OS0755'
 OS0755'TO REACH THE STATION FROM VETAL, GO EAST ON U.S. HIGHWAY 18
 OS0755'FOR 5.1 MILES TO CROSSROADS, THENCE SOUTH FOR 3 MILES TO
 OS0755'CROSSROADS, TURN EAST AND GO 1.0 MILE TO TOWN OF HARRINGTON.
 OS0755'CONTINUE EAST FOR 2.5 MILES TO GATE IN NORTH-SOUTH FENCE
 OS0755'LINE, CONTINUE EAST FOR 0.6 MILE TO ANOTHER GATE, PASS THROUGH
 OS0755'GATE AND TURN NORTH ALONG EAST SIDE OF FENCE 0.4 MILE.  HERE
 OS0755'LEAVE ROAD (TRAIL) AND GO EAST 125 YARDS TO HIGHEST POINT
 OS0755'OF RIDGE AND STATION.
 OS0755'
 OS0755'SIGNALS SHOWN FROM THE GROUND AT VETAL, BDY. MON. 68-1/2 ECC.,
 OS0755'LINTZ AND BARNES ARE VISIBLE FROM THE GROUND AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0108 ***********************************************************************
 QQ0108  DESIGNATION -  O RESET
 QQ0108  PID         -  QQ0108
 QQ0108  STATE/COUNTY-  SD/CODINGTON
 QQ0108  COUNTRY     -  US
 QQ0108  USGS QUAD   -  SOUTH SHORE (2017)
 QQ0108
 QQ0108                         *CURRENT SURVEY CONTROL
 QQ0108  ______________________________________________________________________
 QQ0108* NAD 83(1986) POSITION- 45 06 22.     (N) 096 55 45.     (W)   SCALED
 QQ0108* NAVD 88 ORTHO HEIGHT -   570.38  (meters)     1871.3   (feet) RESET
 QQ0108  ______________________________________________________________________
 QQ0108  GEOID HEIGHT    -        -25.384 (meters)                     GEOID18
 QQ0108  VERT ORDER      -  THIRD
 QQ0108
 QQ0108.The horizontal coordinates were scaled from a map and have
 QQ0108.an estimated accuracy of +/- 6 seconds.
 QQ0108
 QQ0108.The orthometric height was computed from unverified reset data.
 QQ0108
 QQ0108.No vertical observational check was made to the station.
 QQ0108
 QQ0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0108.GEOID18 height accuracy estimate available here.
 QQ0108
 QQ0108.Click photographs - Photos may exist for this station.
 QQ0108
 QQ0108;                    North         East    Units  Estimated Accuracy
 QQ0108;SPC SD N     -   146,020.      841,610.      MT  (+/- 180 meters Scaled)
 QQ0108
 QQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ629968(NAD 83)
 QQ0108
 QQ0108                          SUPERSEDED SURVEY CONTROL
 QQ0108
 QQ0108  NGVD 29 (04/17/07)  570.10   (m)         1870.4    (f) RESET       3  
 QQ0108
 QQ0108.Superseded values are not recommended for survey control.
 QQ0108
 QQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0108.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0108
 QQ0108_MARKER: DV = VERTICAL CONTROL DISK
 QQ0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0108_SP_SET: BUILDING
 QQ0108_STAMPING: O RESET 1975
 QQ0108_MARK LOGO: NGS
 QQ0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0108
 QQ0108  HISTORY     - Date     Condition        Report By
 QQ0108  HISTORY     - 1975     MONUMENTED       NGS
 QQ0108
 QQ0108                          STATION DESCRIPTION
 QQ0108
 QQ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 QQ0108'AT SOUTH SHORE.
 QQ0108'AT THE MUNICIPAL BUILDING, 55 FEET WEST OF THE CENTER OF MAIN
 QQ0108'STREET, 32 FEET SOUTH OF THE CENTER OF LAKEVIEW AVENUE, 13.8
 QQ0108'FEET WEST OF THE NORTHEAST CORNER OF THE MUNICIPAL BUILDING,
 QQ0108'4.3 FEET ABOVE THE SIDEWALK, 2.8 FEET EAST OF THE EAST SIDE OF
 QQ0108'A DOOR, AND SET FLUSH IN THE BRICK WALL OF THE NORTH SIDE OF
 QQ0108'THE MUNICIPAL BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0875 ***********************************************************************
 OR0875  DESIGNATION -  OACOMA
 OR0875  PID         -  OR0875
 OR0875  STATE/COUNTY-  SD/LYMAN
 OR0875  COUNTRY     -  US
 OR0875  USGS QUAD   -  OACOMA (2017)
 OR0875
 OR0875                         *CURRENT SURVEY CONTROL
 OR0875  ______________________________________________________________________
 OR0875* NAD 83(1996) POSITION- 43 47 13.89128(N) 099 26 17.24482(W)   ADJUSTED
 OR0875* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 OR0875  ______________________________________________________________________
 OR0875  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 OR0875  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 OR0875  HORZ ORDER      -  SECOND
 OR0875
 OR0875.The horizontal coordinates were established by classical geodetic methods
 OR0875.and adjusted by the National Geodetic Survey in January 1998.
 OR0875
 OR0875.The orthometric height was scaled from a topographic map.
 OR0875
 OR0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0875.GEOID18 height accuracy estimate available here.
 OR0875
 OR0875.Click photographs - Photos may exist for this station.
 OR0875
 OR0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0875
 OR0875. The following values were computed from the NAD 83(1996) position.
 OR0875
 OR0875;                    North         East     Units Scale Factor Converg.
 OR0875;SPC SD S     -   161,899.999   672,049.714   MT  0.99991120   +0 37 03.2
 OR0875;SPC SD S     -   531,166.91  2,204,883.10   sFT  0.99991120   +0 37 03.2
 OR0875;UTM  14      - 4,848,330.435   464,748.511   MT  0.99961528   -0 18 11.4
 OR0875
 OR0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0875!SPC SD S     -   0.99991946  x   0.99991120  =   0.99983066
 OR0875!UTM  14      -   0.99991946  x   0.99961528  =   0.99953477
 OR0875
 OR0875:                Primary Azimuth Mark                     Grid Az
 OR0875:SPC SD S     -  OACOMA AZ MK                             033 19 49.2
 OR0875:UTM  14      -  OACOMA AZ MK                             034 15 03.8
 OR0875
 OR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6474848330(NAD 83)
 OR0875
 OR0875|---------------------------------------------------------------------|
 OR0875| PID    Reference Object                     Distance      Geod. Az  |
 OR0875|                                                           dddmmss.s |
 OR0875| OR1094 OACOMA AZ MK                                       0335652.4 |
 OR0875| OR0866 CHAMBERLAIN MUNICIPAL TANK          APPROX. 9.4 KM 0755806.8 |
 OR0875| OR0871 CHAMBERLAIN INDEP SCH DIST STK      APPROX. 8.9 KM 0760921.9 |
 OR0875| CO3376 OACOMA RM 1                          12.602 METERS 13242     |
 OR0875| CO3377 OACOMA RM 2                          14.647 METERS 28655     |
 OR0875|---------------------------------------------------------------------|
 OR0875
 OR0875                          SUPERSEDED SURVEY CONTROL
 OR0875
 OR0875  NAD 83(1986)-  43 47 13.88998(N)    099 26 17.25100(W) AD(       ) 2
 OR0875  NAD 27      -  43 47 13.91200(N)    099 26 15.89300(W) AD(       ) 2
 OR0875
 OR0875.Superseded values are not recommended for survey control.
 OR0875
 OR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0875.See file dsdata.pdf to determine how the superseded data were derived.
 OR0875
 OR0875_MARKER: DS = TRIANGULATION STATION DISK
 OR0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0875_STAMPING: OACOMA 1948
 OR0875_MARK LOGO: CGS
 OR0875_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0875+STABILITY: SURFACE MOTION
 OR0875
 OR0875  HISTORY     - Date     Condition        Report By
 OR0875  HISTORY     - 1948     MONUMENTED       CGS
 OR0875  HISTORY     - 19840629 GOOD             NGS
 OR0875
 OR0875                          STATION DESCRIPTION
 OR0875
 OR0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0875'LOCATED ABOUT 2-3/4 MILE WEST-SOUTHWEST OF THE VILLAGE OF OACOMA,
 OR0875'1-1/2 MILE WEST OF THE CENTER OF THE MISSOURI RIVER AND 1/4
 OR0875'MILE SOUTHEAST OF STATE HIGHWAY 47.  IT IS NEAR THE EAST END
 OR0875'OF A BLUFF OVERLOOKING THE RIVER, IN THE NORTHWEST 1/4 OF
 OR0875'SEC. 27, T. 104 N., R. 72 W.  IT IS ABOUT 40 FEET WEST OF THE
 OR0875'EDGE OF THE BLUFF AND 6 FEET SOUTHEAST OF A WHITE WITNESS
 OR0875'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED
 OR0875'OACOMA 1948.
 OR0875'
 OR0875'REFERENCE MARK NO. 1 IS 41.34 FEET SOUTHEAST OF THE STATION,
 OR0875'NEAR THE EAST EDGE OF THE BLUFF.  THE MARK PROJECTS ABOUT 5
 OR0875'INCHES AND THE DISC IS STAMPED OACOMA NO 1 1948.
 OR0875'
 OR0875'REFERENCE MARK NO. 2 IS 48.06 FEET WEST OF THE STATION AND ABOUT
 OR0875'90 FEET WEST OF THE EAST EDGE OF THE BLUFF.  THE MARK PROJECTS
 OR0875'ABOUT 6 INCHES AND THE DISC IS STAMPED OACOMA NO 2 1948.
 OR0875'
 OR0875'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION, ON
 OR0875'A SMALL BENCH JUST SOUTH OF STATE HIGHWAY 47, 38 FEET SOUTH
 OR0875'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY AND 3-1/2 FEET
 OR0875'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 OR0875'AND THE DISC IS STAMPED OACOMA 1948.
 OR0875'
 OR0875'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 16
 OR0875'AND STATE HIGHWAY 47, (0.6 MILES OF OACOMA) BY GOING WEST AND
 OR0875'SOUTH ON STATE HIGHWAY 47 FOR 2.05 MILES TO THE AZIMUTH MARK
 OR0875'ON THE BENCH TO THE LEFT AS DESCRIBED ABOVE.  CONTINUE SOUTHERLY
 OR0875'FOR 0.25 MILE TO THE TOP OF THE RIDGE WHERE THE POWER LINE
 OR0875'CROSSES THE HIGHWAY.  THE STATION SITE FROM HERE IS ABOUT
 OR0875'1/4 MILE SOUTHEAST ALONG THE TOP OF THE RIDGE.  BY TAKING DOWN
 OR0875'THE FENCE A TRUCK WAS DRIVEN TO THE STATION.
 OR0875'
 OR0875'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0875
 OR0875                          STATION RECOVERY (1984)
 OR0875
 OR0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OR0875'THE STATION AND ALL PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION.
 OR0875'REFERENCE MARK 1 APPEARED TO HAVE BEEN HIT SOMETIME IN THE PAST BUT IS
 OR0875'STILL VERY STABLE.  LONGER DISTANCES TO REFERENCE MARKS 1 AND 2 OF
 OR0875'0.051 M (0.167 FT) AND 0.019 M, (0.062 FT) RESPECTIVELY, WERE NOTED
 OR0875'AND THE DIRECTION TO REFERENCE MARK 1 VARIED BY 10 MINUTES, FROM THE
 OR0875'1948 DATA.  THE ROUTE TO THE STATION HAS CHANGED AND NEW DESCRIPTIVE
 OR0875'TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF
 OR0875'CHAMBERLAIN, 4.5 KM (2.80 MI) WEST-SOUTHWEST OF OACOMA, NEAR THE EAST
 OR0875'END OF A BLUFF THAT OVERLOOKS THE MISSOURI RIVER TO THE EAST.  TO
 OR0875'REACH THE STATION FROM EXIT 260 ON INTERSTATE 90 IN OACOMA, GO NORTH
 OR0875'ON ASPHALT ROAD FOR 0.15 KM (0.10 MI) TO OLD HIGHWAY.  GO WEST ON OLD
 OR0875'HIGHWAY 16 FOR 1.5 KM (0.95 MI) TO A SIDE ROAD LEFT.  TURN LEFT, PASS
 OR0875'UNDER I 90, AND GO SOUTH ON ASPHALT ROAD FOR 0.4 KM (0.25 MI) TO
 OR0875'BEGINNING OF GRAVELED ROAD.  CONTINUE SOUTH AND WEST ON GRAVELED ROAD
 OR0875'FOR 2.3 KM (1.40 MI) TO A FORK.  KEEP RIGHT FORK AND GO UPHILL ON
 OR0875'GRAVELED ROAD FOE 1.6 KM (1.00 MI) TO BENCH MARK G 301 ON THE RIGHT
 OR0875'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON GRAVELED ROAD,
 OR0875'SOUTHWEST, FOR 0.5 KM (0.30 MI) TO TOP OF RIDGE.  THE STATION IS 0.4
 OR0875'KM (0.25 MI) SOUTHEAST ALONG GRASSY RIDGE FROM THIS POINT.  THE
 OR0875'STATION IS A STANDARD CGS DISK STAMPED OACOMA 1948 SET INTO THE TOP OF
 OR0875'A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4
 OR0875'INCHES (10 CM) ABOVE THE GROUND. LOCATED 13 METERS (42.7 FT) NW FROM
 OR0875'THE EDGE OF THE BLUFF.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 OR0875'STAMPED OACOMA NO 1 1948 SET INTO THE TOP OF A SQUARE CONCRETE
 OR0875'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 8 INCHES (20 CM)
 OR0875'ABOVE THE GROUND.  LOCATED NEAR THE EDGE OF THE BLUFF, AND 1 FEET (0.3
 OR0875'M) 0.3 METERS (1.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS
 OR0875'A STANDARD CGS DISK STAMPED OACOMA NO 2 1948 SET INTO THE TOP OF A
 OR0875'SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 6
 OR0875'INCHES (15 CM) ABOVE THE GROUND.  LOCATED 26.8 METERS (87.9 FT) NW
 OR0875'FROM THE EDGE OF THE BLUFF, AND 1 FEET (0.3 M) 0.3 METERS (1.0 FT)
 OR0875'LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 OR0875'STAMPED OACOMA 1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 OR0875'INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 OR0875'GROUND. LOCATED 13.5 METERS (44.3 FT) S FROM THE CENTER OF THE
 OR0875'GRAVELED ROAD, 4.0 METERS (13.1 FT) SW FROM A POWER POLE.  3.0 METERS
 OR0875'(9.8 FT) S FROM A FENCE AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1094 ***********************************************************************
 OR1094  DESIGNATION -  OACOMA AZ MK
 OR1094  PID         -  OR1094
 OR1094  STATE/COUNTY-  SD/LYMAN
 OR1094  COUNTRY     -  US
 OR1094  USGS QUAD   -  OACOMA (2017)
 OR1094
 OR1094                         *CURRENT SURVEY CONTROL
 OR1094  ______________________________________________________________________
 OR1094* NAD 83(1986) POSITION- 43 47 13.     (N) 099 26 16.     (W)   SCALED
 OR1094* NAVD 88 ORTHO HEIGHT -   512.69  (meters)     1682.1   (feet) RESET
 OR1094  ______________________________________________________________________
 OR1094  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 OR1094  VERT ORDER      -  THIRD
 OR1094
 OR1094.The horizontal coordinates were scaled from a map and have
 OR1094.an estimated accuracy of +/- 6 seconds.
 OR1094
 OR1094.The orthometric height was computed from unverified reset data.
 OR1094
 OR1094.No vertical observational check was made to the station.
 OR1094
 OR1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1094.GEOID18 height accuracy estimate available here.
 OR1094
 OR1094.Click photographs - Photos may exist for this station.
 OR1094
 OR1094;                    North         East    Units  Estimated Accuracy
 OR1094;SPC SD S     -   161,870.      672,080.      MT  (+/- 180 meters Scaled)
 OR1094
 OR1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647483(NAD 83)
 OR1094
 OR1094                          SUPERSEDED SURVEY CONTROL
 OR1094
 OR1094  NGVD 29 (04/17/07)  512.36   (m)         1681.0    (f) RESET       3  
 OR1094
 OR1094.Superseded values are not recommended for survey control.
 OR1094
 OR1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1094.See file dsdata.pdf to determine how the superseded data were derived.
 OR1094
 OR1094_MARKER: DZ = AZIMUTH MARK DISK
 OR1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1094_STAMPING: OACOMA 1948
 OR1094_MARK LOGO: CGS
 OR1094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1094+STABILITY: SURFACE MOTION
 OR1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1094+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 OR1094
 OR1094  HISTORY     - Date     Condition        Report By
 OR1094  HISTORY     - 1948     MONUMENTED       CGS
 OR1094  HISTORY     - 19840629 GOOD             NGS
 OR1094  HISTORY     - 20050713 GOOD             GEOCAC
 OR1094
 OR1094                          STATION DESCRIPTION
 OR1094
 OR1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OR1094'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST-SOUTHWEST OF OACOMA,
 OR1094'ALONG THE SOUTH SIDE OF A GRAVELED ROAD, JUST SOUTHWEST OF BM G 302.
 OR1094'TO REACH THE STATION FROM EXIT 260 ON INTERSTATE 90 IN OACOMA, GO
 OR1094'NORTH ON ASPHALT ROAD FOR 0.15 KM (0.10 MI) TO OLD HIGHWAY 16, GO WEST
 OR1094'ON OLD HIGHWAY FOR 1.5 KM (0.95 MI) TO A SIDE ROAD LEFT.  PASS UNDER
 OR1094'INT 90 AND GO SOUTH AND WEST ON ASPHALT AND GRAVELED ROAD FOR 2.7 KM
 OR1094'(1.65 MI) TO A FORK.  KEEP RIGHT FORK AND GO UPHILL ON GRAVELED ROAD
 OR1094'FOR 1.6 KM (1.00 MI) TO THE MARK ON THE LEFT.  THE STATION IS A
 OR1094'STANDARD CGS AZIMUTH DISK STAMPED OACOMA 1948 SET INTO THE TOP OF A
 OR1094'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE AND PROJECTING 10
 OR1094'CM (4 INCHES) IT IS 13.5 METERS (44.3 FT) SOUTH OF CENTER OF GRAVELED
 OR1094'ROAD, 4.0 METERS (13.1 FT) SOUTHWEST OF A POWER POLE AND 3.0 METERS
 OR1094'(9.8 FT) SOUTH OF A FENCE AND WITNESS POST.
 OR1094
 OR1094                          STATION RECOVERY (2005)
 OR1094
 OR1094'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR1094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0670 ***********************************************************************
 OS0670  DESIGNATION -  OAK
 OS0670  PID         -  OS0670
 OS0670  STATE/COUNTY-  SD/MELLETTE
 OS0670  COUNTRY     -  US
 OS0670  USGS QUAD   -  TWO NATION CREEK (2017)
 OS0670
 OS0670                         *CURRENT SURVEY CONTROL
 OS0670  ______________________________________________________________________
 OS0670* NAD 83(1996) POSITION- 43 33 00.35776(N) 100 14 40.78097(W)   ADJUSTED
 OS0670* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 OS0670  ______________________________________________________________________
 OS0670  GEOID HEIGHT    -        -24.972 (meters)                     GEOID18
 OS0670  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 OS0670  HORZ ORDER      -  FIRST
 OS0670
 OS0670.The horizontal coordinates were established by classical geodetic methods
 OS0670.and adjusted by the National Geodetic Survey in January 1998.
 OS0670
 OS0670.The orthometric height was scaled from a topographic map.
 OS0670
 OS0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0670.GEOID18 height accuracy estimate available here.
 OS0670
 OS0670.Click photographs - Photos may exist for this station.
 OS0670
 OS0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0670
 OS0670. The following values were computed from the NAD 83(1996) position.
 OS0670
 OS0670;                    North         East     Units Scale Factor Converg.
 OS0670;SPC SD S     -   135,175.589   607,164.897   MT  0.99990758   +0 03 40.2
 OS0670;SPC SD S     -   443,488.58  1,992,006.83   sFT  0.99990758   +0 03 40.2
 OS0670;UTM  14      - 4,822,657.814   399,459.012   MT  0.99972434   -0 51 27.5
 OS0670
 OS0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0670!SPC SD S     -   0.99990350  x   0.99990758  =   0.99981109
 OS0670!UTM  14      -   0.99990350  x   0.99972434  =   0.99962787
 OS0670
 OS0670:                Primary Azimuth Mark                     Grid Az
 OS0670:SPC SD S     -  OAK AZ MK                                273 16 05.8
 OS0670:UTM  14      -  OAK AZ MK                                274 11 13.5
 OS0670
 OS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9945922657(NAD 83)
 OS0670
 OS0670|---------------------------------------------------------------------|
 OS0670| PID    Reference Object                     Distance      Geod. Az  |
 OS0670|                                                           dddmmss.s |
 OS0670| CO3379 OAK RM 1                             26.064 METERS 00101     |
 OS0670| CO3380 OAK RM 2                             12.564 METERS 08536     |
 OS0670| CO3378 OAK AZ MK                                          2731946.0 |
 OS0670|---------------------------------------------------------------------|
 OS0670
 OS0670                          SUPERSEDED SURVEY CONTROL
 OS0670
 OS0670  NAD 83(1995)-  43 33 00.35441(N)    100 14 40.78722(W) AD(       ) 1
 OS0670  NAD 83(1986)-  43 33 00.35451(N)    100 14 40.79244(W) AD(       ) 1
 OS0670  NAD 27      -  43 33 00.36700(N)    100 14 39.30600(W) AD(       ) 1
 OS0670
 OS0670.Superseded values are not recommended for survey control.
 OS0670
 OS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0670.See file dsdata.pdf to determine how the superseded data were derived.
 OS0670
 OS0670_MARKER: DS = TRIANGULATION STATION DISK
 OS0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0670_STAMPING: OAK 1936
 OS0670_MARK LOGO: CGS
 OS0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0670+STABILITY: SURFACE MOTION
 OS0670
 OS0670  HISTORY     - Date     Condition        Report By
 OS0670  HISTORY     - 1936     MONUMENTED       CGS
 OS0670
 OS0670                          STATION DESCRIPTION
 OS0670
 OS0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0670'STATION IS LOCATED ABOUT 0.3 MILE EAST OF THE CORNER MARKER
 OS0670'COMMON TO SEC. 1, 2, 11 AND 12, T. 41 N., R. 25 W, ABOUT 86
 OS0670'FEET SOUTH OF AN EAST-WEST FENCE ALONG SECTION LINE, ON THE
 OS0670'HIGHEST GROUND IN VICINITY.
 OS0670'
 OS0670'TO REACH STATION FROM WOOD GO SOUTH AND EAST FROM THE RAILROAD
 OS0670'STATION ALONG STATE HIGHWAY 40, FOR 11.40 MILES TO A POINT
 OS0670'IN A RIGHT-HAND CURVE WHERE A DIM ROAD TURNS OFF TO THE NORTH,
 OS0670'FOLLOW THIS ROAD NORTH FOR 3.6 MILES TO CROSSROADS, THE WEST
 OS0670'BRANCH OF WHICH GOES THROUGH A GATE, TAKE THE RIGHT-HAND BRANCH
 OS0670'AND GO EAST 1.0 MILE TO A CROSS ROAD, GO NORTH 0.7 MILE TO A
 OS0670'POINT WHERE THE MAIN ROAD TURNS WEST, HERE FOLLOW A DIM FIELD
 OS0670'ROAD ON NORTH 0.3 MILE ALONG A SECTION-LINE FENCE, TURN EAST
 OS0670'AT THE EAST-WEST SECTION-LINE FENCE AND GO EAST FOR ABOUT
 OS0670'0.3 MILE TO HIGHEST GROUND IN VICINITY AND STATION ON THE
 OS0670'RIGHT.
 OS0670'
 OS0670'AZIMUTH MARK AT STATION OAK IS THE BRASS TOP ON A 2-INCH PIPE
 OS0670'EMBEDDED IN THE GROUND AND STRENGTHENED BY CONCRETE POURED
 OS0670'AROUND THE TOP OF THE GROUND.  THE PIPE PROJECTS ABOUT 18 INCHES
 OS0670'AND IS THE CORNER MARKER FOR SEC. 1, 2, 11, AND 12, T. 41 N.,
 OS0670'R. 25 W., AND IS STAMPED INDIAN ALLOTMENT 5602, 1909.
 OS0670'
 OS0670'REFERENCE MARK NO. 1 IS 85.51 FEET NORTH OF THE STATION AND
 OS0670'91.36 FEET SOUTHEAST OF REFERENCE MARK NO. 2.
 OS0670'
 OS0670'REFERENCE MARK NO. 2 IS 41.22 FEET EAST OF THE STATION.
 OS0670'
 OS0670'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0670'DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0944 ***********************************************************************
 PR0944  DESIGNATION -  OAK 2
 PR0944  PID         -  PR0944
 PR0944  STATE/COUNTY-  SD/BROOKINGS
 PR0944  COUNTRY     -  US
 PR0944  USGS QUAD   -  LAKE BENTON NW (2019)
 PR0944
 PR0944                         *CURRENT SURVEY CONTROL
 PR0944  ______________________________________________________________________
 PR0944* NAD 83(1996) POSITION- 44 26 28.30359(N) 096 28 22.56743(W)   ADJUSTED
 PR0944* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 PR0944  ______________________________________________________________________
 PR0944  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 PR0944  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC18
 PR0944  HORZ ORDER      -  SECOND
 PR0944
 PR0944.The horizontal coordinates were established by classical geodetic methods
 PR0944.and adjusted by the National Geodetic Survey in January 1998.
 PR0944
 PR0944.The orthometric height was scaled from a topographic map.
 PR0944
 PR0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0944.GEOID18 height accuracy estimate available here.
 PR0944
 PR0944.Click photographs - Photos may exist for this station.
 PR0944
 PR0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0944
 PR0944. The following values were computed from the NAD 83(1996) position.
 PR0944
 PR0944;                    North         East     Units Scale Factor Converg.
 PR0944;SPC SD N     -    73,662.892   880,697.584   MT  0.99999539   +2 29 46.5
 PR0944;SPC SD N     -   241,675.67  2,889,421.99   sFT  0.99999539   +2 29 46.5
 PR0944;UTM  14      - 4,923,983.513   701,099.137   MT  1.00009736   +1 46 11.9
 PR0944
 PR0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0944!SPC SD N     -   0.99991429  x   0.99999539  =   0.99990968
 PR0944!UTM  14      -   0.99991429  x   1.00009736  =   1.00001164
 PR0944
 PR0944:                Primary Azimuth Mark                     Grid Az
 PR0944:SPC SD N     -  OAK 2 AZ MK                              270 22 00.1
 PR0944:UTM  14      -  OAK 2 AZ MK                              271 05 34.7
 PR0944
 PR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0109923983(NAD 83)
 PR0944
 PR0944|---------------------------------------------------------------------|
 PR0944| PID    Reference Object                     Distance      Geod. Az  |
 PR0944|                                                           dddmmss.s |
 PR0944| PR0945 OAK                                  36.350 METERS 00718     |
 PR0944| PR0743 HENDRICKS MUNICIPAL TANK            APPROX. 8.3 KM 0274443.5 |
 PR0944| CO9327 OAK 2 RM 3                           16.700 METERS 08929     |
 PR0944| CO9328 OAK 2 RM 4                           22.811 METERS 26908     |
 PR0944| CO9320 OAK AZ MK                                          2695734.9 |
 PR0944| CO9326 OAK 2 AZ MK                                        2725146.6 |
 PR0944|---------------------------------------------------------------------|
 PR0944
 PR0944                          SUPERSEDED SURVEY CONTROL
 PR0944
 PR0944  NAD 83(1986)-  44 26 28.30200(N)    096 28 22.54855(W) AD(       ) 2
 PR0944  NAD 27      -  44 26 28.43427(N)    096 28 21.38161(W) AD(       ) 2
 PR0944
 PR0944.Superseded values are not recommended for survey control.
 PR0944
 PR0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0944.See file dsdata.pdf to determine how the superseded data were derived.
 PR0944
 PR0944_MARKER: DS = TRIANGULATION STATION DISK
 PR0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0944_STAMPING: OAK 2 1959
 PR0944_MARK LOGO: CGS
 PR0944_PROJECTION: FLUSH
 PR0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0944+STABILITY: SURFACE MOTION
 PR0944
 PR0944  HISTORY     - Date     Condition        Report By
 PR0944  HISTORY     - 1959     MONUMENTED       CGS
 PR0944  HISTORY     - 1966     GOOD             CGS
 PR0944  HISTORY     - 1968     GOOD             USGS
 PR0944
 PR0944                          STATION DESCRIPTION
 PR0944
 PR0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PR0944'STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF HENDRICKS, 11-1/2
 PR0944'MILES WEST OF IVANHOE, MINN., IN THE NE 1/4 SEC. 9, T. 111 N.,
 PR0944'R. 47 W.  IT IS 75 FEET SOUTH OF THE CENTERLINE OF STATE
 PR0944'HIGHWAY 30.  THE STATION MARK WAS SET ABOUT 12 INCHES BELOW
 PR0944'THE SURFACE OF THE GROUND AND ACCORDING TO HIGHWAY PLANS SHOULD
 PR0944'BE ABOUT FLUSH WITH THE GROUND AFTER GRADING IS COMPLETED.
 PR0944'MARK IS STAMPED OAK 2 1959.
 PR0944'
 PR0944'R.M. NO. 3 IS 75 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PR0944'THIS MARK WAS SET ABOUT 14 INCHES BELOW THE SURFACE AND SHOULD
 PR0944'BE ABOUT FLUSH AFTER GRADING IS COMPLETED.  DISK IS STAMPED
 PR0944'OAK 2 NO 3 1959.
 PR0944'
 PR0944'R.M. NO. 4 IS 75 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PR0944'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED OAK 2
 PR0944'NO 4 1959.
 PR0944'
 PR0944'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION AND IS
 PR0944'75 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 PR0944'ABOUT 2 INCHES AND THE DISK IS STAMPED OAK 2 1959.
 PR0944'
 PR0944'TO REACH FROM IVANHOE, MINNESOTA, FROM THE JUNCTION OF U.S.
 PR0944'HIGHWAY 75 AND STATE HIGHWAY 19 ABOUT 1/2 MILE SOUTHWEST OF TOWN,
 PR0944'GO WEST ON STATE HIGHWAY 19 FOR 8.45 MILES TO JUNCTION WITH STATE
 PR0944'HIGHWAY 271, CONTINUE WEST, SOUTH AND WEST ON STATE HIGHWAY
 PR0944'19 FOR 2.4 MILES TO THE SOUTH DAKOTA STATE LINE, CONTINUE
 PR0944'WEST FOR 1.1 MILES TO STATION ON LEFT AS DESCRIBED.
 PR0944'
 PR0944'TO REACH FROM WHITE, FROM CROSSROADS ON STATE HIGHWAY 30 ABOUT
 PR0944'1/2 MILE SOUTH OF TOWN, GO EAST, NORTHEAST AND EAST ON STATE
 PR0944'HIGHWAY 30 FOR 8.9 MILES TO CROSSROADS, CONTINUE EAST FOR 0.2
 PR0944'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.4
 PR0944'MILE TO THE STATION ON RIGHT AS DESCRIBED.
 PR0944
 PR0944                          STATION RECOVERY (1966)
 PR0944
 PR0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0944'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 PR0944'STATION MARK IS 0.75 FOOT SOUTH OF THE RIGHT OF WAY FENCE, 1
 PR0944'FOOT SOUTH OF A METAL WITNESS POST AND IS 16 INCHES BELOW THE
 PR0944'SURFACE OF THE GROUND.  R.M. NO. 3 IS 1.5 FEET SOUTH OF THE RIGHT
 PR0944'OF WAY FENCE AND IS 12 INCHES BELOW THE GROUND.  R.M. NO. 4 IS
 PR0944'1 FOOT SOUTH OF THE RIGHT OF WAY FENCE AND IS FLUSH WITH THE
 PR0944'GROUND.  THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 0.5
 PR0944'FOOT SOUTH OF RIGHT OF WAY FENCE, 1 FOOT EAST OF A METAL
 PR0944'WITNESS POST AND IS FLUSH WITH THE GROUND.
 PR0944'
 PR0944'TO REACH THE STATION FROM WHITE, FROM THE JUNCTION OF STATE
 PR0944'HIGHWAY 30 AND A COUNTY ROAD ABOUT 1/2 MILE SOUTH OF TOWN,
 PR0944'GO EAST, NORTHEAST AND EAST ON STATE HIGHWAY 30 FOR 8.35 MILES
 PR0944'TO CROSSROADS, CONTINUE EAST FOR 0.2 MILE TO THE AZIMUTH
 PR0944'MARK ON THE LEFT, CONTINUE EAST FOR 0.4 MILE TO THE STATION
 PR0944'ON THE RIGHT.
 PR0944
 PR0944                          STATION RECOVERY (1968)
 PR0944
 PR0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0944'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 PR0944'
 PR0944'THE DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0677 ***********************************************************************
 QR0677  DESIGNATION -  OATS ET
 QR0677  PID         -  QR0677
 QR0677  STATE/COUNTY-  SD/FAULK
 QR0677  COUNTRY     -  US
 QR0677  USGS QUAD   -  FAULKTON EAST (2017)
 QR0677
 QR0677                         *CURRENT SURVEY CONTROL
 QR0677  ______________________________________________________________________
 QR0677* NAD 83(1996) POSITION- 45 05 07.40075(N) 099 02 27.17798(W)   ADJUSTED
 QR0677* NAVD 88 ORTHO HEIGHT -   463.3   (meters)     1520.    (feet) VERTCON3
 QR0677  ______________________________________________________________________
 QR0677  GEOID HEIGHT    -        -23.721 (meters)                     GEOID18
 QR0677  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 QR0677  HORZ ORDER      -  SECOND
 QR0677
 QR0677.The horizontal coordinates were established by classical geodetic methods
 QR0677.and adjusted by the National Geodetic Survey in January 1998.
 QR0677
 QR0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0677
 QR0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0677.GEOID18 height accuracy estimate available here.
 QR0677
 QR0677.Click photographs - Photos may exist for this station.
 QR0677
 QR0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0677
 QR0677. The following values were computed from the NAD 83(1996) position.
 QR0677
 QR0677;                    North         East     Units Scale Factor Converg.
 QR0677;SPC SD N     -   139,578.859   675,504.598   MT  0.99993929   +0 40 43.7
 QR0677;SPC SD N     -   457,934.97  2,216,218.00   sFT  0.99993929   +0 40 43.7
 QR0677;UTM  14      - 4,992,436.931   496,782.602   MT  0.99960013   -0 01 44.2
 QR0677
 QR0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0677!SPC SD N     -   0.99993108  x   0.99993929  =   0.99987037
 QR0677!UTM  14      -   0.99993108  x   0.99960013  =   0.99953124
 QR0677
 QR0677:                Primary Azimuth Mark                     Grid Az
 QR0677:SPC SD N     -  REBAR 14                                 042 07 55.5
 QR0677:UTM  14      -  REBAR 14                                 042 50 23.4
 QR0677
 QR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9678292436(NAD 83)
 QR0677
 QR0677|---------------------------------------------------------------------|
 QR0677| PID    Reference Object                     Distance      Geod. Az  |
 QR0677|                                                           dddmmss.s |
 QR0677| QR0676 REBAR 14                            APPROX. 2.2 KM 0424839.2 |
 QR0677| CO6545 OATS ET RM 1                         12.608 METERS 12639     |
 QR0677| CO6546 OATS ET RM 2                         13.028 METERS 23437     |
 QR0677|---------------------------------------------------------------------|
 QR0677
 QR0677                          SUPERSEDED SURVEY CONTROL
 QR0677
 QR0677  NAD 83(1986)-  45 05 07.40858(N)    099 02 27.18143(W) AD(       ) 2
 QR0677  NAD 27      -  45 05 07.50844(N)    099 02 25.78262(W) AD(       ) 2
 QR0677  NGVD 29 (07/19/86)  463.0    (m)         1519.     (f) VERT ANG       
 QR0677
 QR0677.Superseded values are not recommended for survey control.
 QR0677
 QR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0677.See file dsdata.pdf to determine how the superseded data were derived.
 QR0677
 QR0677_MARKER: DD = SURVEY DISK
 QR0677_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0677+WITH SETTING: INFORMATION.
 QR0677_STAMPING: ET OAKS 1970
 QR0677_MARK LOGO: USGS
 QR0677_PROJECTION: RECESSED 8 CENTIMETERS
 QR0677_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0677
 QR0677  HISTORY     - Date     Condition        Report By
 QR0677  HISTORY     - 1970     MONUMENTED       USGS
 QR0677
 QR0677                          STATION DESCRIPTION
 QR0677
 QR0677'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0677'THE STATION IS ABOUT 5.3 MI NE. OF FAULKTON, ABOUT 0.05 MI E. OF
 QR0677'THE COR. OF SECS. 28, 29, 32 AND 33, T. 119 N., R. 68 W., ALONG
 QR0677'A GRAVEL RD. ON A SLIGHT RISE.
 QR0677'
 QR0677'TO REACH THE STATION FROM THE CENTER OF FAULKTON, GO E. ON
 QR0677'U.S. HWY. 212 FOR 5.0 MI TO THE JCT. OF ST. HWY. 45, TURN LEFT
 QR0677'AND GO N. ON ST. HWY. 45 FOR 3.5 MI TO A CROSSROAD, TURN LEFT
 QR0677'AND GO W. ON GRAVEL RD. FOR ABOUT 0.95 MI TO THE STATION ON THE
 QR0677'LEFT ON SHOULDER OF RD.
 QR0677'
 QR0677'STATION MARK, STAMPED ET OATS 1970 IS 11.5 FT S. CENTER RD. AND
 QR0677'407 FT E. CENTER RD. AT TRAIL S.  27 FT N. OF S. RIGHT-OF-WAY
 QR0677'FENCE.  THE MARK IS BURIED APPROX. 3 IN. BELOW THE SURFACE.
 QR0677'
 QR0677'REFERENCE MARK NO. 1, STAMPED OATS NO 1 1970 IS SE. OF THE
 QR0677'STATION, 36 FT S. CENTER RD.  2 FT N. OF S. RIGHT-OF-WAY FENCE
 QR0677'AND 2 FT N. OF USGS WITNESS POST.
 QR0677'
 QR0677'REFERENCE MARK NO. 2, STAMPED OATS NO 2 1970 IS SW. OF THE
 QR0677'STATION, 35 FT S. CENTER RD.  2 FT N. OF S. RIGHT-OF-WAY FENCE.
 QR0677'
 QR0677'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0677'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 QR0677'GRAVEL TO WITHIN 1 IN. OF CAP.
 QR0677'
 QR0677'NO AZIMUTH MARK WAS SET.
 QR0677'
 QR0677'REFERENCE AZIMUTH USED - FAULKTON FARMERS ELEVATOR.  POINT
 QR0677'OBSERVED WAS THE CENTER LIGHTNING ROD ON TOP OF AN IRON CLAD
 QR0677'ELEVATOR LOCATED IN THE SW. EDGE OF FAULKTON, BELONGING TO
 QR0677'FRED BOYSEN.  IT IS THE HIGHEST ONE OF TWO ELEVATORS NEAR EACH
 QR0677'OTHER, T. 118 N., R. 69 W., ABOUT 0.15 MI N. AND ABOUT 0.05 MI
 QR0677'W. OF COR. OF SECS. 14, 15, 22 AND 23.
 QR0677'
 QR0677'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1169 ***********************************************************************
 PT1169  DESIGNATION -  ODOM
 PT1169  PID         -  PT1169
 PT1169  STATE/COUNTY-  SD/HAAKON
 PT1169  COUNTRY     -  US
 PT1169  USGS QUAD   -  GRINDSTONE SW (2017)
 PT1169
 PT1169                         *CURRENT SURVEY CONTROL
 PT1169  ______________________________________________________________________
 PT1169* NAD 83(1996) POSITION- 44 00 01.49912(N) 101 56 13.01245(W)   ADJUSTED
 PT1169* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 PT1169  ______________________________________________________________________
 PT1169  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 PT1169  LAPLACE CORR    -         -9.42  (seconds)                    DEFLEC18
 PT1169  HORZ ORDER      -  SECOND
 PT1169
 PT1169.The horizontal coordinates were established by classical geodetic methods
 PT1169.and adjusted by the National Geodetic Survey in January 1998.
 PT1169
 PT1169.The orthometric height was scaled from a topographic map.
 PT1169
 PT1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1169.GEOID18 height accuracy estimate available here.
 PT1169
 PT1169.Click photographs - Photos may exist for this station.
 PT1169
 PT1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1169
 PT1169. The following values were computed from the NAD 83(1996) position.
 PT1169
 PT1169;                    North         East     Units Scale Factor Converg.
 PT1169;SPC SD S     -   186,442.730   471,398.194   MT  0.99992907   -1 06 22.5
 PT1169;SPC SD S     -   611,687.52  1,546,578.91   sFT  0.99992907   -1 06 22.5
 PT1169;UTM  14      - 4,876,113.273   264,530.718   MT  1.00028199   -2 02 28.1
 PT1169;UTM  13      - 4,876,481.363   745,580.002   MT  1.00034182   +2 07 43.9
 PT1169
 PT1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1169!SPC SD S     -   0.99987404  x   0.99992907  =   0.99980312
 PT1169!UTM  14      -   0.99987404  x   1.00028199  =   1.00015600
 PT1169!UTM  13      -   0.99987404  x   1.00034182  =   1.00021582
 PT1169
 PT1169:                Primary Azimuth Mark                     Grid Az
 PT1169:SPC SD S     -  ODOM AZ MK                               202 05 23.8
 PT1169:UTM  14      -  ODOM AZ MK                               203 01 29.4
 PT1169:UTM  13      -  ODOM AZ MK                               198 51 17.4
 PT1169
 PT1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6453076113(NAD 83)
 PT1169
 PT1169|---------------------------------------------------------------------|
 PT1169| PID    Reference Object                     Distance      Geod. Az  |
 PT1169|                                                           dddmmss.s |
 PT1169| CQ3647 ODOM RM 1                            10.478 METERS 08023     |
 PT1169| CQ3648 ODOM RM 2                            12.768 METERS 16223     |
 PT1169| OS0600 ODOM AZ MK                                         2005901.3 |
 PT1169|---------------------------------------------------------------------|
 PT1169
 PT1169                          SUPERSEDED SURVEY CONTROL
 PT1169
 PT1169  NAD 83(1986)-  44 00 01.49143(N)    101 56 13.01459(W) AD(       ) 2
 PT1169  NAD 27      -  44 00 01.53000(N)    101 56 11.47390(W) AD(       ) 2
 PT1169
 PT1169.Superseded values are not recommended for survey control.
 PT1169
 PT1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1169.See file dsdata.pdf to determine how the superseded data were derived.
 PT1169
 PT1169_MARKER: DS = TRIANGULATION STATION DISK
 PT1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1169_STAMPING: ODOM 1961
 PT1169_MARK LOGO: CGS
 PT1169_PROJECTION: FLUSH
 PT1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1169+STABILITY: SURFACE MOTION
 PT1169
 PT1169  HISTORY     - Date     Condition        Report By
 PT1169  HISTORY     - 1961     MONUMENTED       CGS
 PT1169
 PT1169                          STATION DESCRIPTION
 PT1169
 PT1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1169'LOCATED, AIRLINE, ABOUT 9-1/4 MILES EAST OF QUINN, 3 MILES
 PT1169'NORTH-NORTHWEST OF COTTONWOOD, IN SECTION 34, T 1 N, R 18 E,
 PT1169'ON THE HIGHEST KNOLL OF A NORTH-SOUTH RIDGE ABOUT 200 FEET
 PT1169'LONG IN HILLY PASTURE LAND ON THE DIVIDE OF DRAINAGE FROM
 PT1169'NORTH TO SOUTH.
 PT1169'
 PT1169'TO REACH FROM THE POST OFFICE IN COTTONWOOD GO SOUTH ON
 PT1169'THE MAIN STREET ACROSS THE RAILROAD TRACK TO U.S. HIGHWAY 14.
 PT1169'TURN RIGHT AND GO WEST ON THE HIGHWAY 1.8 MILES TO A GRAVEL
 PT1169'CROSS ROAD.  TURN RIGHT AND GO NORTH ON GRAVEL AND DIRT
 PT1169'ROAD 1.8 MILES TO A GATE, RIGHT, ON A CURVE ON THE HAAKON
 PT1169'COUNTY LINE.  THE AZIMUTH MARK IS 15 FEET WEST OF THIS GATE.
 PT1169'PASS THROUGH GATE AND GO NORTH ON TRACK ROAD 0.4 MILE TO TOP
 PT1169'OF RIDGE.  TURN RIGHT AND GO EAST 0.2 MILE TO HIGHEST POINT
 PT1169'AND STATION.
 PT1169'
 PT1169'THE STATION MARK, A STANDARD DISK STAMPED ODOM 1961 SET IN
 PT1169'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH THE
 PT1169'GROUND, IS LOCATED AT THE MID-POINT ON THE SUMMIT.
 PT1169'
 PT1169'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED ODOM NO 1
 PT1169'1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT1169'FLUSH WITH THE GROUND, IS ABOUT 2 FEET LOWER THAN THE STATION
 PT1169'ON THE EAST SLOPE OF THE HILL.
 PT1169'
 PT1169'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED ODOM NO
 PT1169'2 1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT1169'FLUSH WITH THE GROUND, IS AT THE SAME ELEVATION AS THE STATION.
 PT1169'
 PT1169'THE AZIMUTH MARK, A STANDARD DISK STAMPED ODOM 1961 SET IN THE
 PT1169'TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 4 INCHES
 PT1169'ABOVE GROUND, IS 15.5 FEET WEST OF THE WEST GATE POST OF A
 PT1169'GATE, 3.0 FEET EAST OF A METAL WITNESS POST AND SIGN, AND
 PT1169'0.8 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 PT1169'
 PT1169'THE PICTURE POINT FOR PHOTO CONTROL IS THE CENTER OF A SCRUBBY
 PT1169'BUSH 15 INCHES HIGH AND 6 FEET IN DIAMETER ABOUT 1 FOOT LOWER
 PT1169'THAN THE STATION.  IT IS THE SOUTHERNMOST OF THREE BUSHES ON THE
 PT1169'NORTH END OF THE HILL.
 PT1169'
 PT1169'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 PT1169'IS 50.405 FEET, 15.362 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0600 ***********************************************************************
 OS0600  DESIGNATION -  ODOM AZ MK
 OS0600  PID         -  OS0600
 OS0600  STATE/COUNTY-  SD/HAAKON
 OS0600  COUNTRY     -  US
 OS0600  USGS QUAD   -  COTTONWOOD (2017)
 OS0600
 OS0600                         *CURRENT SURVEY CONTROL
 OS0600  ______________________________________________________________________
 OS0600* NAD 83(1986) POSITION- 43 59 40.     (N) 101 56 23.     (W)   SCALED
 OS0600* NAVD 88 ORTHO HEIGHT -   774.648 (meters)     2541.49  (feet) ADJUSTED
 OS0600  ______________________________________________________________________
 OS0600  GEOID HEIGHT    -        -20.083 (meters)                     GEOID18
 OS0600  DYNAMIC HEIGHT  -        774.414 (meters)     2540.72  (feet) COMP
 OS0600  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 OS0600
 OS0600  VERT ORDER      -  SECOND    CLASS 0
 OS0600
 OS0600.The horizontal coordinates were scaled from a map and have
 OS0600.an estimated accuracy of +/- 6 seconds.
 OS0600
 OS0600.The orthometric height was determined by differential leveling and
 OS0600.adjusted by the NATIONAL GEODETIC SURVEY
 OS0600.in June 1991.
 OS0600
 OS0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0600.GEOID18 height accuracy estimate available here.
 OS0600
 OS0600.Click photographs - Photos may exist for this station.
 OS0600
 OS0600.The dynamic height is computed by dividing the NAVD 88
 OS0600.geopotential number by the normal gravity value computed on the
 OS0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0600.degrees latitude (g = 980.6199 gals.).
 OS0600
 OS0600.The modeled gravity was interpolated from observed gravity values.
 OS0600
 OS0600;                    North         East    Units  Estimated Accuracy
 OS0600;SPC SD S     -   185,780.      471,160.      MT  (+/- 180 meters Scaled)
 OS0600
 OS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP642754(NAD 83)
 OS0600
 OS0600                          SUPERSEDED SURVEY CONTROL
 OS0600
 OS0600  NGVD 29 (??/??/92)  774.194  (m)         2540.00   (f) ADJ UNCH    2 0
 OS0600
 OS0600.Superseded values are not recommended for survey control.
 OS0600
 OS0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0600.See file dsdata.pdf to determine how the superseded data were derived.
 OS0600
 OS0600_MARKER: DZ = AZIMUTH MARK DISK
 OS0600_SETTING: 0 = UNSPECIFIED SETTING
 OS0600_STAMPING: ODOM 1961
 OS0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0600
 OS0600  HISTORY     - Date     Condition        Report By
 OS0600  HISTORY     - 1961     MONUMENTED       CGS
 OS0600  HISTORY     - 1962     GOOD             CGS
 OS0600
 OS0600                          STATION DESCRIPTION
 OS0600
 OS0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0600'4 MI NW FROM COTTONWOOD.
 OS0600'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0600'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 OS0600'1.8 MILES NORTH ALONG A GRADED DIRT ROAD, AT A CURVE IN THE ROAD
 OS0600'WITH A JOG 0.35 MILE TO THE WEST, 83 YARDS NORTH OF THE
 OS0600'JACKSON-HAAKON COUNTY LINE MARKER, 35 FEET NORTH-NORTHEAST OF
 OS0600'THE CENTER LINE OF A CURVE IN THE ROAD, 28 FEET WEST OF THE
 OS0600'CENTER LINE OF A GATE, 6 INCHES NORTH OF A FENCE, 2.5 FEET EAST
 OS0600'OF A METAL WITNESS POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0763 ***********************************************************************
 OT0763  DESIGNATION -  OGLALA
 OT0763  PID         -  OT0763
 OT0763  STATE/COUNTY-  SD/SHANNON
 OT0763  COUNTRY     -  US
 OT0763  USGS QUAD   -  OGLALA (2017)
 OT0763
 OT0763                         *CURRENT SURVEY CONTROL
 OT0763  ______________________________________________________________________
 OT0763* NAD 83(1996) POSITION- 43 12 32.79041(N) 102 40 06.35700(W)   ADJUSTED
 OT0763* NAVD 88 ORTHO HEIGHT -  1117.2   (meters)     3665.    (feet) VERTCON3
 OT0763  ______________________________________________________________________
 OT0763  GEOID HEIGHT    -        -17.952 (meters)                     GEOID18
 OT0763  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 OT0763  HORZ ORDER      -  FIRST
 OT0763
 OT0763.The horizontal coordinates were established by classical geodetic methods
 OT0763.and adjusted by the National Geodetic Survey in January 1998.
 OT0763
 OT0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0763
 OT0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0763.GEOID18 height accuracy estimate available here.
 OT0763
 OT0763.Click photographs - Photos may exist for this station.
 OT0763
 OT0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0763
 OT0763. The following values were computed from the NAD 83(1996) position.
 OT0763
 OT0763;                    North         East     Units Scale Factor Converg.
 OT0763;SPC SD S     -    99,957.958   410,278.573   MT  0.99993223   -1 36 39.1
 OT0763;SPC SD S     -   327,945.40  1,346,055.62   sFT  0.99993223   -1 36 39.1
 OT0763;UTM  13      - 4,786,675.583   689,399.850   MT  1.00004130   +1 35 48.5
 OT0763
 OT0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0763!SPC SD S     -   0.99982764  x   0.99993223  =   0.99975989
 OT0763!UTM  13      -   0.99982764  x   1.00004130  =   0.99986894
 OT0763
 OT0763:                Primary Azimuth Mark                     Grid Az
 OT0763:SPC SD S     -  OGLALA AZ MK                             293 04 52.2
 OT0763:UTM  13      -  OGLALA AZ MK                             289 52 24.6
 OT0763
 OT0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8939986675(NAD 83)
 OT0763
 OT0763|---------------------------------------------------------------------|
 OT0763| PID    Reference Object                     Distance      Geod. Az  |
 OT0763|                                                           dddmmss.s |
 OT0763| CQ3650 OGLALA RM 1                          21.946 METERS 26447     |
 OT0763| CQ3649 OGLALA AZ MK                                       2912813.1 |
 OT0763| OT0811 BLACK HILLS N HIGH PART PEAK                       3163554.8 |
 OT0763| CQ3651 OGLALA RM 2                          22.211 METERS 33842     |
 OT0763|---------------------------------------------------------------------|
 OT0763
 OT0763                          SUPERSEDED SURVEY CONTROL
 OT0763
 OT0763  NAD 83(1995)-  43 12 32.78937(N)    102 40 06.35712(W) AD(       ) 1
 OT0763  NAD 83(1993)-  43 12 32.78231(N)    102 40 06.35711(W) AD(       ) 1
 OT0763  NAD 83(1986)-  43 12 32.77704(N)    102 40 06.35712(W) AD(       ) 1
 OT0763  NAD 27      -  43 12 32.83400(N)    102 40 04.73000(W) AD(       ) 1
 OT0763  NGVD 29 (07/19/86) 1116.7    (m)         3664.     (f) VERT ANG       
 OT0763
 OT0763.Superseded values are not recommended for survey control.
 OT0763
 OT0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0763.See file dsdata.pdf to determine how the superseded data were derived.
 OT0763
 OT0763_MARKER: DS = TRIANGULATION STATION DISK
 OT0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0763_STAMPING: OGLALA 1934
 OT0763_MARK LOGO: CGS
 OT0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0763+STABILITY: SURFACE MOTION
 OT0763
 OT0763  HISTORY     - Date     Condition        Report By
 OT0763  HISTORY     - 1934     MONUMENTED       CGS
 OT0763  HISTORY     - 1936     GOOD             CGS
 OT0763
 OT0763                          STATION DESCRIPTION
 OT0763
 OT0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0763'THIS STATION IS ABOUT 3 MILES NE OF THE OGLALA POST OFFICE.
 OT0763'IT IS ON THE HIGHEST PEAK NEAR THE NW END OF A WOODED DIVIDE,
 OT0763'ABOUT 3 MILES N OF WHITE CLAY CREEK.  THE PEAK IS BARE AND
 OT0763'IS THE HIGHEST POINT FOR MILES AROUND.
 OT0763'
 OT0763'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0763'BRONZE DISKS SET IN CONCRETE.
 OT0763'
 OT0763'REFERENCE MARK NO. 1 IS WSW AND REFERENCE MARK NO. 2 IS NW OF
 OT0763'STATION.
 OT0763'
 OT0763'AZIMUTH MARK IS ABOUT 5/8 MILE WNW OF STATION AND IS ON THE
 OT0763'TOP OF A KNOLL ABOUT 0.45 MILE N OF FORKS WHERE THE ROAD TO
 OT0763'THE ROAD TO THE STATION GOES UP THROUGH A RAVINE.  IT IS
 OT0763'55 FEET W OF THE TRAIL.
 OT0763'
 OT0763'A 4-FOOT STAND WAS ERECTED.
 OT0763
 OT0763                          STATION RECOVERY (1936)
 OT0763
 OT0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0763'MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE DISTANCE
 OT0763'AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED AND A SMALL
 OT0763'DISCREPANCY WAS FOUND IN THE DISTANCES TO REFERENCE MARKS.
 OT0763'NO CHECK FOR DISTANCE WAS MADE ON THE AZIMUTH MARK AND THE
 OT0763'DIRECTION TO IT WAS NOT TAKEN.
 OT0763'
 OT0763'STATION OGLALA IS LOCATED ABOUT 4-3/4 MILES BY ROAD AND
 OT0763'TRAIL E AND N OF OGLALA POST OFFICE.  ON THE TOP OF A
 OT0763'ROUND-TOPPED BARE KNOLL ON THE HIGHEST GROUND IN THE VICINITY.
 OT0763'
 OT0763'REFERENCE MARK NO. 1 IS 72.00 FEET WSW AND REFERENCE MARK
 OT0763'NO. 2 IS 72.87 FEET NNW OF THE STATION.
 OT0763'
 OT0763'AZIMUTH MARK IS ABOUT 5/8 MILE WNW OF THE STATION.  55 FEET
 OT0763'W OF THE TRAIL AND ON THE TOP OF A SMALL KNOLL.
 OT0763'
 OT0763'TO REACH STATION FROM OGLALA POST OFFICE, GO E ON U.S. HIGHWAY
 OT0763'18, 1.3 MILES TO A WIRE GATE ON THE LEFT OR N.  TURN TO THE
 OT0763'LEFT ON A DIM TRAIL AND PASS THROUGH THE WIRE GATE AND GO
 OT0763'3.0 MILES N ALONG TRAIL TO THE TOP OF GRADE AND TRAIL TO THE
 OT0763'RIGHT.  TAKE THE TRAIL UP A VERY STEEP GRADE E FOR 0.4 MILE,
 OT0763'PASSING THROUGH A CUT TO THE HIGHEST POINT IN VICINITY AND
 OT0763'STATION.
 OT0763'
 OT0763'ALL LINES WERE VISIBLE FROM THIS STATION FROM A 4-FOOT STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0995 ***********************************************************************
 NM0995  DESIGNATION -  OHLMAN 2
 NM0995  PID         -  NM0995
 NM0995  STATE/COUNTY-  SD/YANKTON
 NM0995  COUNTRY     -  US
 NM0995  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM0995
 NM0995                         *CURRENT SURVEY CONTROL
 NM0995  ______________________________________________________________________
 NM0995* NAD 83(1996) POSITION- 42 52 08.10580(N) 097 24 10.74766(W)   NO CHECK
 NM0995* NAVD 88 ORTHO HEIGHT -   380.704 (meters)     1249.03  (feet) ADJUSTED
 NM0995  ______________________________________________________________________
 NM0995  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM0995  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 NM0995  DYNAMIC HEIGHT  -        380.597 (meters)     1248.68  (feet) COMP
 NM0995  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 NM0995
 NM0995  HORZ ORDER      -  THIRD
 NM0995  VERT ORDER      -  FIRST     CLASS II
 NM0995
 NM0995.The horizontal coordinates were established by classical geodetic methods
 NM0995.and adjusted by the National Geodetic Survey in January 1998.
 NM0995
 NM0995.No horizontal observational check was made to the station.
 NM0995
 NM0995.The orthometric height was determined by differential leveling and
 NM0995.adjusted by the NATIONAL GEODETIC SURVEY
 NM0995.in June 1994.
 NM0995
 NM0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0995.GEOID18 height accuracy estimate available here.
 NM0995
 NM0995.Click photographs - Photos may exist for this station.
 NM0995
 NM0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0995
 NM0995.The dynamic height is computed by dividing the NAVD 88
 NM0995.geopotential number by the normal gravity value computed on the
 NM0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0995.degrees latitude (g = 980.6199 gals.).
 NM0995
 NM0995.The modeled gravity was interpolated from observed gravity values.
 NM0995
 NM0995. The following values were computed from the NAD 83(1996) position.
 NM0995
 NM0995;                    North         East     Units Scale Factor Converg.
 NM0995;SPC SD S     -    63,723.071   839,399.059   MT  0.99999176   +2 01 17.4
 NM0995;SPC SD S     -   209,064.78  2,753,928.41   sFT  0.99999176   +2 01 17.4
 NM0995;UTM  14      - 4,747,495.552   630,447.675   MT  0.99980935   +1 05 11.9
 NM0995
 NM0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0995!SPC SD S     -   0.99994431  x   0.99999176  =   0.99993607
 NM0995!UTM  14      -   0.99994431  x   0.99980935  =   0.99975367
 NM0995
 NM0995:                Primary Azimuth Mark                     Grid Az
 NM0995:SPC SD S     -  YANKTON NASH FINCH CO STACK              089 50 32.6
 NM0995:UTM  14      -  YANKTON NASH FINCH CO STACK              090 46 38.1
 NM0995
 NM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3044747495(NAD 83)
 NM0995
 NM0995|---------------------------------------------------------------------|
 NM0995| PID    Reference Object                     Distance      Geod. Az  |
 NM0995|                                                           dddmmss.s |
 NM0995| NM2087 OHLMAN 2 RM 3                        15.662 METERS 06347     |
 NM0995| NM1868 YANKTON NASH FINCH CO STACK         APPROX. 0.8 KM 0915150.0 |
 NM0995| NM1869 YANKTON NEW ENG DISTILL CO STK      APPROX. 0.8 KM 0970021.3 |
 NM0995| NM1996 OHLMAN RESET                         20.571 METERS 11733     |
 NM0995| NM2088 OHLMAN 2 RM 4                        11.208 METERS 34153     |
 NM0995|---------------------------------------------------------------------|
 NM0995
 NM0995                          SUPERSEDED SURVEY CONTROL
 NM0995
 NM0995  NAD 83(1995)-  42 52 08.10583(N)    097 24 10.74764(W) AD(       ) 3
 NM0995  NAD 83(1986)-  42 52 08.11450(N)    097 24 10.73868(W) AD(       ) 3
 NM0995  NAD 27      -  42 52 08.12639(N)    097 24 09.53135(W) AD(       ) 3
 NM0995  NGVD 29 (??/??/??)  380.70   (m)         1249.0    (f) RESET       3  
 NM0995  NGVD 29             380.70   (m)         1249.0    (f) LEVELING    3  
 NM0995
 NM0995.Superseded values are not recommended for survey control.
 NM0995
 NM0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0995.See file dsdata.pdf to determine how the superseded data were derived.
 NM0995
 NM0995_MARKER: DS = TRIANGULATION STATION DISK
 NM0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0995_STAMPING: OHLMAN MO.R.C. 2 1965
 NM0995_MARK LOGO: CGS
 NM0995_PROJECTION: FLUSH
 NM0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0995+STABILITY: SURFACE MOTION
 NM0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0995+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM0995
 NM0995  HISTORY     - Date     Condition        Report By
 NM0995  HISTORY     - 1965     MONUMENTED       CGS
 NM0995  HISTORY     - 1965     GOOD             CGS
 NM0995  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0995  HISTORY     - 19930908 GOOD             NGS
 NM0995  HISTORY     - 20120320 GOOD             INDIV
 NM0995
 NM0995                          STATION DESCRIPTION
 NM0995
 NM0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NM0995'THE STATION IS IN THE SOUTHWEST PART OF YANKTON, ON THE NORTH
 NM0995'BANK OF THE MISSOURI RIVER AND IS ABOUT 1/2 MILE NORTHWEST
 NM0995'OF THE NORTH END OF THE MISSOURI RIVER BRIDGE.  THE STATION
 NM0995'IS 76 FEET WEST OF A LINE WITH THE WEST END OF A HOUSE AT 705
 NM0995'RIVERSIDE DRIVE, 18 FEET SOUTH OF THE CENTER LINE OF THE
 NM0995'STREET AND 1 FEET SOUTH OF THE CURB.  THE MARK IS FLUSH WITH THE
 NM0995'TOP OF THE CURB AND THE DISK IS STAMPED OHLMAN MORC 2 1965.
 NM0995'A NEW HOUSE IS TO BE BUILT TO THE SOUTHEAST OF THE STATION
 NM0995'AND ONE TO THE SOUTHWEST OF THE STATION.
 NM0995'
 NM0995'TO REACH FROM YANKTON, FROM THE COURTHOUSE, GO WEST ON THIRD
 NM0995'STREET FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, TURN
 NM0995'LEFT AND GO SOUTH ONE BLOCK, TURN RIGHT AND GO WEST 0.1
 NM0995'MILE TO THE TOP OF HILL AND STATION ON THE LEFT.
 NM0995'
 NM0995'R.M. NO. 3 IS 51.38 FEET NORTHEAST OF THE STATION, 15 FEET
 NM0995'NORTH OF THE CENTER LINE OF THE STREET AND 6 FEET WEST OF THE
 NM0995'ROAD LINE.  A STANDARD R.M. DISK SET IN A DRILL HOLE IN THE CURB
 NM0995'AND THE DISK IS STAMPED OHLMAN MORC 2 NO. 3 1965.
 NM0995'
 NM0995'R.M. NO. 4 IS 36.77 FEET NORTH-NORTHWEST OF THE STATION, 43
 NM0995'FEET EAST OF A FIRE HYDRANT AND 15 FEET NORTH OF A CENTER
 NM0995'LINE OF THE STREET.  A STANDARD R.M. MARK DISK SET IN A DRILL
 NM0995'HOLE IN THE CURB AND THE DISK IS STAMPED OHLMAN MORC 2 NO. 4
 NM0995'1965.
 NM0995'
 NM0995'THE AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION, 68
 NM0995'FEET EAST OF A STREET CORNER, 15 FEET NORTHWEST OF A 14-INCH
 NM0995'ELM TREE AND 12 FEET NORTH OF A CENTER LINE OF A PAVED STREET.
 NM0995'IT IS SET FLUSH WITH THE CURB ON THE NORTH SIDE OF THIRD
 NM0995'STREET AND THE DISK IS STAMPED OHLMAN MORC 1948.
 NM0995
 NM0995                          STATION RECOVERY (1965)
 NM0995
 NM0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0995'AT YANKTON.
 NM0995'AT YANKTON, 0.45 MILE WEST ALONG THIRD STREET FROM THE NORTH END
 NM0995'OF THE BRIDGE OVER THE MISSOURI RIVER, THENCE 1 BLOCK SOUTH TO
 NM0995'RIVER AND STATION MARK.  THE MARK IS 76 FEET WEST OF A LINE
 NM0995'WITH THE WEST END OF A HOUSE AT 705 RIVERSIDE DRIVE, 18 FEET
 NM0995'SOUTH OF THE CENTERLINE OF THE STREET AND 1 FOOT SOUTH OF THE
 NM0995'CURB.  A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF
 NM0995'A CONCRETE POST FLUSH WITH THE TOP OF THE CURB.
 NM0995
 NM0995                          STATION RECOVERY (1967)
 NM0995
 NM0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0995'MARK NOT FOUND.
 NM0995
 NM0995                          STATION RECOVERY (1993)
 NM0995
 NM0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0995'IN YANKTON, AT 707 RIVERSIDE DRIVE, 12.1 M (39.7 FT) WEST-NORTHWEST
 NM0995'OF THE NORTHEAST CORNER OF A HOUSE AT 707 RIVERSIDE DRIVE, 11.4 M
 NM0995'(37.4 FT) EAST OF THE NORTHWEST CORNER OF THE HOUSE, 4.5 M (14.8 FT)
 NM0995'SOUTH OF THE DRIVE CENTERLINE, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.1 M
 NM0995'(0.3 FT) SOUTH OF A CURB, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NM0995'SURFACE.
 NM0995
 NM0995                          STATION RECOVERY (2012)
 NM0995
 NM0995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2087 ***********************************************************************
 NM2087  DESIGNATION -  OHLMAN 2 RM 3
 NM2087  PID         -  NM2087
 NM2087  STATE/COUNTY-  SD/YANKTON
 NM2087  COUNTRY     -  US
 NM2087  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM2087
 NM2087                         *CURRENT SURVEY CONTROL
 NM2087  ______________________________________________________________________
 NM2087* NAD 83(1986) POSITION- 42 52 08.33   (N) 097 24 10.13   (W)   HD_HELD1
 NM2087* NAVD 88 ORTHO HEIGHT -   380.055 (meters)     1246.90  (feet) ADJUSTED
 NM2087  ______________________________________________________________________
 NM2087  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM2087  DYNAMIC HEIGHT  -        379.947 (meters)     1246.54  (feet) COMP
 NM2087  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 NM2087
 NM2087  VERT ORDER      -  FIRST     CLASS II
 NM2087
 NM2087.The horizontal coordinates were determined by differentially corrected
 NM2087.hand held GPS observations or other comparable positioning techniques
 NM2087.and have an estimated accuracy of +/- 3 meters.
 NM2087
 NM2087.The orthometric height was determined by differential leveling and
 NM2087.adjusted by the NATIONAL GEODETIC SURVEY
 NM2087.in June 1994.
 NM2087
 NM2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2087.GEOID18 height accuracy estimate available here.
 NM2087
 NM2087.Click photographs - Photos may exist for this station.
 NM2087
 NM2087.The dynamic height is computed by dividing the NAVD 88
 NM2087.geopotential number by the normal gravity value computed on the
 NM2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2087.degrees latitude (g = 980.6199 gals.).
 NM2087
 NM2087.The modeled gravity was interpolated from observed gravity values.
 NM2087
 NM2087;                    North         East    Units  Estimated Accuracy
 NM2087;SPC SD S     -    63,730.5     839,412.8     MT  (+/- 3 meters HH1 GPS) 
 NM2087
 NM2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3046147502(NAD 83)
 NM2087
 NM2087                          SUPERSEDED SURVEY CONTROL
 NM2087
 NM2087.No superseded survey control is available for this station.
 NM2087
 NM2087_MARKER: DR = REFERENCE MARK DISK
 NM2087_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM2087_SP_SET: CURB
 NM2087_STAMPING: OHLMAN MO.R.C. 2 NO 3 1965
 NM2087_MARK LOGO: CGS
 NM2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2087+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 NM2087
 NM2087  HISTORY     - Date     Condition        Report By
 NM2087  HISTORY     - 1965     MONUMENTED       CGS
 NM2087  HISTORY     - 19930908 GOOD             NGS
 NM2087  HISTORY     - 20120323 GOOD             INDIV
 NM2087
 NM2087                          STATION DESCRIPTION
 NM2087
 NM2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2087'IN YANKTON, AT 707 RIVERSIDE DRIVE, IN A CONCRETE CURB ALONG THE
 NM2087'NORTH SIDE OF THE DRIVE, 15.7 M (51.5 FT) NORTHEAST OF TRIANGULATION
 NM2087'STATION OHLMAN 2, 15.4 M (50.5 FT) NORTH OF THE NORTH CORNER OF A
 NM2087'HOUSE AT 707 RIVERSIDE DRIVE, 10.6 M (34.8 FT) NORTHWEST OF A UTILITY
 NM2087'POLE WITH A TRANSFORMER ATTACHED, 5.0 M (16.4 FT) NORTH OF THE DRIVE
 NM2087'CENTER, AND 0.15 ABOVE THE LEVEL OF THE DRIVE.
 NM2087
 NM2087                          STATION RECOVERY (2012)
 NM2087
 NM2087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2088 ***********************************************************************
 NM2088  DESIGNATION -  OHLMAN 2 RM 4
 NM2088  PID         -  NM2088
 NM2088  STATE/COUNTY-  SD/YANKTON
 NM2088  COUNTRY     -  US
 NM2088  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM2088
 NM2088                         *CURRENT SURVEY CONTROL
 NM2088  ______________________________________________________________________
 NM2088* NAD 83(1986) POSITION- 42 52 08.45   (N) 097 24 10.90   (W)   HD_HELD1
 NM2088* NAVD 88 ORTHO HEIGHT -   380.776 (meters)     1249.26  (feet) ADJUSTED
 NM2088  ______________________________________________________________________
 NM2088  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM2088  DYNAMIC HEIGHT  -        380.668 (meters)     1248.91  (feet) COMP
 NM2088  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 NM2088
 NM2088  VERT ORDER      -  FIRST     CLASS II
 NM2088
 NM2088.The horizontal coordinates were determined by differentially corrected
 NM2088.hand held GPS observations or other comparable positioning techniques
 NM2088.and have an estimated accuracy of +/- 3 meters.
 NM2088
 NM2088.The orthometric height was determined by differential leveling and
 NM2088.adjusted by the NATIONAL GEODETIC SURVEY
 NM2088.in June 1994.
 NM2088
 NM2088.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2088.GEOID18 height accuracy estimate available here.
 NM2088
 NM2088.Click photographs - Photos may exist for this station.
 NM2088
 NM2088.The dynamic height is computed by dividing the NAVD 88
 NM2088.geopotential number by the normal gravity value computed on the
 NM2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2088.degrees latitude (g = 980.6199 gals.).
 NM2088
 NM2088.The modeled gravity was interpolated from observed gravity values.
 NM2088
 NM2088;                    North         East    Units  Estimated Accuracy
 NM2088;SPC SD S     -    63,733.6     839,395.2     MT  (+/- 3 meters HH1 GPS) 
 NM2088
 NM2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3044447506(NAD 83)
 NM2088
 NM2088                          SUPERSEDED SURVEY CONTROL
 NM2088
 NM2088.No superseded survey control is available for this station.
 NM2088
 NM2088_MARKER: DR = REFERENCE MARK DISK
 NM2088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM2088_SP_SET: CURB
 NM2088_STAMPING: OHLMAN MO.R.C. 2 NO 4 1965
 NM2088_MARK LOGO: CGS
 NM2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2088+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2088
 NM2088  HISTORY     - Date     Condition        Report By
 NM2088  HISTORY     - 1965     MONUMENTED       CGS
 NM2088  HISTORY     - 19930908 GOOD             NGS
 NM2088  HISTORY     - 20120320 GOOD             INDIV
 NM2088
 NM2088                          STATION DESCRIPTION
 NM2088
 NM2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2088'IN YANKTON, AT 707 RIVERSIDE DRIVE, IN A CONCRETE CURB ALONG THE
 NM2088'NORTH SIDE OF THE DRIVE, 26.6 M (87.3 FT) EAST OF THE CENTER OF MAPLE
 NM2088'STREET, 13.7 M (44.9 FT) NORTH OF THE NORTHWEST CORNER OF A HOUSE AT
 NM2088'707 RIVERSIDE DRIVE, 13.1 M (43.0 FT) EAST OF A FIRE HYDRANT, 11.3 M
 NM2088'(37.1 FT) NORTHWEST OF TRIANGULATION STATION OHLMAN 2, 4.5 M (14.8
 NM2088'FT) NORTH OF THE DRIVE CENTER, AND 0.15 ABOVE THE LEVEL OF THE DRIVE.
 NM2088
 NM2088                          STATION RECOVERY (2012)
 NM2088
 NM2088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0993 ***********************************************************************
 NM0993  DESIGNATION -  OHLMAN AZ MK
 NM0993  PID         -  NM0993
 NM0993  STATE/COUNTY-  SD/YANKTON
 NM0993  COUNTRY     -  US
 NM0993  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM0993
 NM0993                         *CURRENT SURVEY CONTROL
 NM0993  ______________________________________________________________________
 NM0993* NAD 83(1986) POSITION- 42 52 12.     (N) 097 24 04.     (W)   SCALED
 NM0993* NAVD 88 ORTHO HEIGHT -   370.950 (meters)     1217.03  (feet) ADJUSTED
 NM0993  ______________________________________________________________________
 NM0993  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM0993  DYNAMIC HEIGHT  -        370.845 (meters)     1216.68  (feet) COMP
 NM0993  MODELED GRAVITY -    980,326.3   (mgal)                       NAVD 88
 NM0993
 NM0993  VERT ORDER      -  FIRST     CLASS II
 NM0993
 NM0993.The horizontal coordinates were scaled from a map and have
 NM0993.an estimated accuracy of +/- 6 seconds.
 NM0993
 NM0993.The orthometric height was determined by differential leveling and
 NM0993.adjusted by the NATIONAL GEODETIC SURVEY
 NM0993.in June 1991.
 NM0993
 NM0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0993.GEOID18 height accuracy estimate available here.
 NM0993
 NM0993.Click photographs - Photos may exist for this station.
 NM0993
 NM0993.The dynamic height is computed by dividing the NAVD 88
 NM0993.geopotential number by the normal gravity value computed on the
 NM0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0993.degrees latitude (g = 980.6199 gals.).
 NM0993
 NM0993.The modeled gravity was interpolated from observed gravity values.
 NM0993
 NM0993;                    North         East    Units  Estimated Accuracy
 NM0993;SPC SD S     -    63,850.      839,550.      MT  (+/- 180 meters Scaled)
 NM0993
 NM0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN305476(NAD 83)
 NM0993
 NM0993                          SUPERSEDED SURVEY CONTROL
 NM0993
 NM0993  NGVD 29 (??/??/92)  370.748  (m)         1216.36   (f) ADJ UNCH    1 2
 NM0993
 NM0993.Superseded values are not recommended for survey control.
 NM0993
 NM0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0993.See file dsdata.pdf to determine how the superseded data were derived.
 NM0993
 NM0993_MARKER: DR = REFERENCE MARK DISK
 NM0993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM0993_SP_SET: CURB
 NM0993_STAMPING: OHLMAN MRC NO 3 1948
 NM0993_MARK LOGO: CGS
 NM0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0993+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 NM0993
 NM0993  HISTORY     - Date     Condition        Report By
 NM0993  HISTORY     - 1948     MONUMENTED       CGS
 NM0993  HISTORY     - 1949     GOOD             CGS
 NM0993  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0993  HISTORY     - 19930908 GOOD             NGS
 NM0993  HISTORY     - 20120321 GOOD             INDIV
 NM0993
 NM0993                          STATION DESCRIPTION
 NM0993
 NM0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0993'AT YANKTON.
 NM0993'0.3 MILE WEST ALONG THIRD STREET FROM THE NORTH END OF THE
 NM0993'YANKTON TOLL BRIDGE, 68 FEET EAST OF A STREET CORNER, 15 FEET
 NM0993'NORTHEAST OF A 12-INCH ELM TREE, 12 FEET NORTHWEST OF THE CENTER
 NM0993'LINE OF A PAVED STREET, AND SET IN THE TOP OF THE CONCRETE CURB
 NM0993'ALONG THE NORTH SIDE OF THIRD STREET.
 NM0993
 NM0993                          STATION RECOVERY (1967)
 NM0993
 NM0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0993'MARK NOT FOUND.
 NM0993
 NM0993                          STATION RECOVERY (1993)
 NM0993
 NM0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0993'IN YANKTON, AT 618 WEST THIRD STREET, IN A CONCRETE CURB ALONG THE
 NM0993'NORTH SIDE OF THE STREET, 25.4 M (83.3 FT) EAST OF THE CENTER OF
 NM0993'GREEN STREET, 12.3 M (40.4 FT) SOUTH OF THE CENTER OF THE SOUTH FACE
 NM0993'OF A HOUSE AT 615 3RD STREET, 3.3 M (10.8 FT) NORTH OF THE STREET
 NM0993'CENTER, AND 0.15 M (0.49 FT) ABOVE THE LEVEL OF 3RD STREET.
 NM0993'NOTE--THE DISK APPEARS TO BE THE ORIGINAL DISK SET IN 1948, BUT IT IS
 NM0993'A REFERENCE MARK DISK AND IS STAMPED AS ABOVE.
 NM0993
 NM0993                          STATION RECOVERY (2012)
 NM0993
 NM0993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1996 ***********************************************************************
 NM1996  DESIGNATION -  OHLMAN RESET
 NM1996  PID         -  NM1996
 NM1996  STATE/COUNTY-  SD/YANKTON
 NM1996  COUNTRY     -  US
 NM1996  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1996
 NM1996                         *CURRENT SURVEY CONTROL
 NM1996  ______________________________________________________________________
 NM1996* NAD 83(1996) POSITION- 42 52 07.79741(N) 097 24 09.94420(W)   ADJUSTED
 NM1996* NAVD 88 ORTHO HEIGHT -   380.32  (+/-2cm)     1247.8   (feet) VERTCON3
 NM1996  ______________________________________________________________________
 NM1996  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM1996  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 NM1996  HORZ ORDER      -  SECOND
 NM1996  VERT ORDER      -  THIRD (See Below)
 NM1996
 NM1996.The horizontal coordinates were established by classical geodetic methods
 NM1996.and adjusted by the National Geodetic Survey in January 1998.
 NM1996
 NM1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1996
 NM1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1996.GEOID18 height accuracy estimate available here.
 NM1996
 NM1996.The vertical order pertains to the NGVD 29 superseded value.
 NM1996
 NM1996.Click photographs - Photos may exist for this station.
 NM1996
 NM1996.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1996
 NM1996. The following values were computed from the NAD 83(1996) position.
 NM1996
 NM1996;                    North         East     Units Scale Factor Converg.
 NM1996;SPC SD S     -    63,714.204   839,417.621   MT  0.99999178   +2 01 18.0
 NM1996;SPC SD S     -   209,035.68  2,753,989.31   sFT  0.99999178   +2 01 18.0
 NM1996;UTM  14      - 4,747,486.385   630,466.086   MT  0.99980941   +1 05 12.4
 NM1996
 NM1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1996!SPC SD S     -   0.99994437  x   0.99999178  =   0.99993615
 NM1996!UTM  14      -   0.99994437  x   0.99980941  =   0.99975379
 NM1996
 NM1996:                Primary Azimuth Mark                     Grid Az
 NM1996:SPC SD S     -  OHLMAN AZ MK                             038 36 40.2
 NM1996:UTM  14      -  OHLMAN AZ MK                             039 32 45.8
 NM1996
 NM1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3046647486(NAD 83)
 NM1996
 NM1996|---------------------------------------------------------------------|
 NM1996| PID    Reference Object                     Distance      Geod. Az  |
 NM1996|                                                           dddmmss.s |
 NM1996| NM1880 YANKTON COL MUSIC HALL STEEPLE      APPROX. 1.7 KM 0374349.0 |
 NM1996| NM0994 OHLMAN RM 1                          18.700 METERS 03748     |
 NM1996| NM1877 YANKTON COLL FORBES H STEEPLE       APPROX. 1.5 KM 0392655.0 |
 NM1996| NM0993 OHLMAN AZ MK                                       0403758.2 |
 NM1996| NM1874 YANKTON COLL POWER PLANT STACK      APPROX. 1.3 KM 0481511.3 |
 NM1996| NM1871 YANKTON SACRED HEART CATH CH        APPROX. 1.1 KM 0670241.6 |
 NM1996| NM1863 YANKTON CO CTHSE CLOCK TOWER        APPROX. 0.5 KM 0810845.2 |
 NM1996| NM1868 YANKTON NASH FINCH CO STACK         APPROX. 0.8 KM 0911203.7 |
 NM1996| NM1869 YANKTON NEW ENG DISTILL CO STK      APPROX. 0.8 KM 0962854.9 |
 NM1996| NM1870 YANKTON TOLL BRIDGE                 APPROX. 0.8 KM 1183029.6 |
 NM1996| NM0996 OHLMAN RM 2                          26.586 METERS 29215     |
 NM1996| NM1872 YANKTON MUNICIPAL TANK              APPROX. 0.6 KM 3420741.6 |
 NM1996| NM1879 STATE HOSP TK NEAR YANKTON          APPROX. 5.0 KM 3561045.8 |
 NM1996| NM1876 STATE HOSP STK NEAR YANKTON         APPROX. 5.0 KM 3564834.8 |
 NM1996|---------------------------------------------------------------------|
 NM1996
 NM1996                          SUPERSEDED SURVEY CONTROL
 NM1996
 NM1996  NAD 83(1995)-  42 52 07.79743(N)    097 24 09.94417(W) AD(       ) 2
 NM1996  NAD 83(1986)-  42 52 07.80610(N)    097 24 09.93521(W) AD(       ) 2
 NM1996  NAD 27      -  42 52 07.81800(N)    097 24 08.72800(W) AD(       ) 2
 NM1996  NGVD 29 (??/??/??)  380.12   (m)         1247.1    (f) RESET       3  
 NM1996
 NM1996.Superseded values are not recommended for survey control.
 NM1996
 NM1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1996.See file dsdata.pdf to determine how the superseded data were derived.
 NM1996
 NM1996_MARKER: P = PIPE CAP
 NM1996_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1996_STAMPING: OHLMAN RESET MAY 1955
 NM1996_MARK LOGO: USACE
 NM1996_MAGNETIC: P = MARKER IS A STEEL PIPE
 NM1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1996
 NM1996  HISTORY     - Date     Condition        Report By
 NM1996  HISTORY     - 1955     MONUMENTED       USACE
 NM1996  HISTORY     - 1955     GOOD             USACE
 NM1996  HISTORY     - 1955     GOOD             USACE
 NM1996  HISTORY     - 1965     GOOD             CGS
 NM1996
 NM1996                          STATION DESCRIPTION
 NM1996
 NM1996'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1955 (JOA)
 NM1996'LETTER OF MR. J.O. ACKERMAN, CHIEF, ENGINEERING DIVISION, CORPS
 NM1996'OF ENGINEERS, U.S. ARMY, OMAHA DISTRICT, 1709 JACKSON ST.,
 NM1996'OMAHA 2, NEBRASKA, DATED 30 JUNE 1955.
 NM1996'
 NM1996'THE STATION MARK WAS LOWERED IN PLACE TO PERMIT CONSTRUCTION
 NM1996'BY THE CITY OF YANKTON, SOUTH DAKOTA.
 NM1996'
 NM1996'THE MARK IS STAMPED OHLMAN RESET MAY 1955, AND IS 03.866 FEET
 NM1996'LOWER THAN THE ORIGINAL MARK.
 NM1996'
 NM1996'THE HORIZONTAL POSITION OF THE STATION WAS NOT CHANGED.
 NM1996
 NM1996                          STATION RECOVERY (1955)
 NM1996
 NM1996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1955 (CH)
 NM1996'LETTER OF MR. C. HIPP, ACTING CHIEF, ENGINEERING DIVISION, CORPS
 NM1996'OF ENGINEERS, U.S. ARMY, OMAHA DISTRICT, OMAHA, NEBRASKA.
 NM1996'
 NM1996'REFERENCE MARKS FOR THIS STATION HAVE BEEN LOST ON ACCOUNT
 NM1996'OF CONSTRUCTION.  A REVISED DESCRIPTION IS AS FOLLOWS--
 NM1996'
 NM1996'AT YANKTON, 0.45 MILE WEST ALONG THIRD STREET FROM THE NORTH
 NM1996'END OF YANKTON TOLL BRIDGE, THENCE ONE BLOCK SOUTH TO THE CREST
 NM1996'OF A SMALL HILL WHICH IS ON THE NORTH BANK OF THE MISSOURI RIVER,
 NM1996'36 FEET SOUTH OF THE CENTER LINE OF STREET, 34.9 FEET NW OF NW
 NM1996'CORNER OF NEW HOUSE, 16 FEET NW OF NW CORNER OF GARAGE, 18
 NM1996'FEET FROM BLUFF, 33 FEET EAST OF EAST GUARD POST, A MISSOURI
 NM1996'RIVER COMMISSION STANDARD CAP SET ON TOP OF A TWO-INCH IRON PIPE
 NM1996'WHICH IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 NM1996'0.2 FEET ABOVE THE GROUND.  THE NAME OHLMAN IS INSCRIBED ON
 NM1996'THE POST.
 NM1996'
 NM1996'THE LINE OF SIGHT TO OHLMAN AZIMUTH IS NOW OBSCURED BY INTERVENING,
 NM1996'NEWLY CONSTRUCTED HOMES.
 NM1996'
 NM1996'ADDITIONAL INFORMATION RECEIVED FROM FIELD NOTES--THE HORIZONTAL
 NM1996'POSITION OF THE STATION WAS NOT CHANGED AND THE MARK HAS BEEN
 NM1996'STAMPED OHLMAN RESET MAY 1955.  THE MARK WAS LOWERED 3.866 FEET.
 NM1996
 NM1996                          STATION RECOVERY (1955)
 NM1996
 NM1996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1955
 NM1996'IN YANKTON, 0.45 MILE WEST ALONG THIRD STREET FROM THE NORTH END OF
 NM1996'YANKTON TOLL BRIDGE, THENCE ONE BLOCK SOUTH TO THE CREST OF A SMALL
 NM1996'HILL WHICH IS ON THE NORTH BANK OF THE MISSOURI RIVER, 36.0 FEET
 NM1996'SOUTH OF THE CENTERLINE OF STREET, 34.9 FEET NORTHWEST OF THE
 NM1996'NORTHWEST CORNER OF A NEW HOUSE, 16.0 FEET NORTHWEST OF NORTHWEST
 NM1996'CORNER OF GARAGE, 18.0 FEET OF A BLUFF, 33.0 FEET EAST OF EAST GUARD
 NM1996'POST,  IN TOP OF A MISSOURI RIVER COMMISION CAP ON TOP OF 2-INCH
 NM1996'IRON PIPE SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.2
 NM1996'FOOT ABOVE THE GROUND. THE NAME OHLMAN IS INSCRIBED ON THE POST.
 NM1996
 NM1996                          STATION RECOVERY (1965)
 NM1996
 NM1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NM1996'STATION RECOVERED AS DESCRIBED IN 1955 AND STATION AND AZIMUTH
 NM1996'MARKS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN
 NM1996'DESTROYED.  A REQUEST WAS RECEIVED TO MOVE THE STATION AS IT
 NM1996'WAS IN THE WAY OF CONSTRUCTION OF A NEW HOUSE.  A NEW STATION WAS
 NM1996'ESTABLISHED IN THE IMMEDIATE VICINITY.  FOR DETAILS SEE
 NM1996'DESCRIPTION FOR OHLMAN (MORC) 2 1965.
 NM1996'
 NM1996'THE AZIMUTH MARK WAS NOT VISABLE FROM THE GROUND AND IT IS
 NM1996'NOT VISABLE FROM THE GROUND AT THE NEW STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0535 ***********************************************************************
 QT0535  DESIGNATION -  OINAS
 QT0535  PID         -  QT0535
 QT0535  STATE/COUNTY-  SD/HARDING
 QT0535  COUNTRY     -  US
 QT0535  USGS QUAD   -  LADNER SE (2017)
 QT0535
 QT0535                         *CURRENT SURVEY CONTROL
 QT0535  ______________________________________________________________________
 QT0535* NAD 83(1996) POSITION- 45 48 59.60811(N) 103 36 16.62965(W)   ADJUSTED
 QT0535* NAVD 88 ORTHO HEIGHT -   961.53  (+/-2cm)     3154.6   (feet) VERTCON3
 QT0535  ______________________________________________________________________
 QT0535  GEOID HEIGHT    -        -15.667 (meters)                     GEOID18
 QT0535  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 QT0535  HORZ ORDER      -  THIRD
 QT0535  VERT ORDER      -  THIRD ? (See Below)
 QT0535
 QT0535.The horizontal coordinates were established by classical geodetic methods
 QT0535.and adjusted by the National Geodetic Survey in January 1998.
 QT0535
 QT0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0535
 QT0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0535.GEOID18 height accuracy estimate available here.
 QT0535
 QT0535.The vertical order pertains to the NGVD 29 superseded value.
 QT0535
 QT0535.Click photographs - Photos may exist for this station.
 QT0535
 QT0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0535
 QT0535. The following values were computed from the NAD 83(1996) position.
 QT0535
 QT0535;                    North         East     Units Scale Factor Converg.
 QT0535;SPC SD N     -   226,627.691   319,937.577   MT  1.00002844   -2 33 04.1
 QT0535;SPC SD N     -   743,527.68  1,049,661.87   sFT  1.00002844   -2 33 04.1
 QT0535;UTM  13      - 5,074,612.839   608,403.767   MT  0.99974447   +1 00 02.7
 QT0535
 QT0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0535!SPC SD N     -   0.99985174  x   1.00002844  =   0.99988017
 QT0535!UTM  13      -   0.99985174  x   0.99974447  =   0.99959624
 QT0535
 QT0535:                Primary Azimuth Mark                     Grid Az
 QT0535:SPC SD N     -  OINAS AZ MK                              179 22 46.2
 QT0535:UTM  13      -  OINAS AZ MK                              175 49 39.4
 QT0535
 QT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0840374612(NAD 83)
 QT0535
 QT0535|---------------------------------------------------------------------|
 QT0535| PID    Reference Object                     Distance      Geod. Az  |
 QT0535|                                                           dddmmss.s |
 QT0535| CQ8710 OINAS RM 1                            8.322 METERS 07106     |
 QT0535| CQ8709 OINAS AZ MK                                        1764942.1 |
 QT0535| CQ8711 OINAS RM 2                            8.816 METERS 18219     |
 QT0535|---------------------------------------------------------------------|
 QT0535
 QT0535                          SUPERSEDED SURVEY CONTROL
 QT0535
 QT0535  NAD 83(1993)-  45 48 59.59679(N)    103 36 16.62557(W) AD(       ) 3
 QT0535  NAD 83(1986)-  45 48 59.59352(N)    103 36 16.62200(W) AD(       ) 3
 QT0535  NAD 27      -  45 48 59.59000(N)    103 36 14.92400(W) AD(       ) 3
 QT0535  NGVD 29             961.02   (m)         3152.9    (f) LEVELING    3  
 QT0535
 QT0535.Superseded values are not recommended for survey control.
 QT0535
 QT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0535.See file dsdata.pdf to determine how the superseded data were derived.
 QT0535
 QT0535_MARKER: DS = TRIANGULATION STATION DISK
 QT0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0535_STAMPING: OINAS 1952
 QT0535_MARK LOGO: CGS
 QT0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0535+STABILITY: SURFACE MOTION
 QT0535
 QT0535  HISTORY     - Date     Condition        Report By
 QT0535  HISTORY     - 1952     MONUMENTED       CGS
 QT0535
 QT0535                          STATION DESCRIPTION
 QT0535
 QT0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0535'THE STATION IS IN SECTION 3, T 21 N, R 4 E, 16-1/2 MILES NORTH
 QT0535'AND 2-3/4 MILES WEST OF BUFFALO, 6 MILES EAST AND 3/4 MILE
 QT0535'SOUTH OF LADNER, 0.05 MILE EAST OF A GRADED DIRT ROAD AND 5
 QT0535'FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 QT0535'
 QT0535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0535'STATE HIGHWAY 8 IN BUFFALO, GO NORTH ON U.S. HIGHWAY 85 FOR
 QT0535'0.4 MILE TO A FORK, TAKE LEFT FORK AND GO NORTH ON THE MAIN
 QT0535'GRADED DIRT ROAD FOR 7.95 MILES TO A FORK AND CHURCH, TAKE LEFT
 QT0535'FORK AND GO NORTHWEST ON THE MAIN ROAD FOR 9.85 MILES TO A
 QT0535'FORK JUST AFTER PASSING TWO FARM HOUSES ON THE RIGHT, TAKE RIGHT
 QT0535'FORK AND GO NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 QT0535'RIGHT AS DESCRIBED, CONTINUE NORTHWEST FOR 0.7 MILE, TURN RIGHT
 QT0535'AND GO NORTHEAST FOR 0.05 MILE TO TOP OF RIDGE AND THE
 QT0535'STATION.
 QT0535'
 QT0535'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0535'OINAS 1952.
 QT0535'
 QT0535'REFERENCE MARK 1 IS 31 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QT0535'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED OINAS NO 1
 QT0535'1952.
 QT0535'
 QT0535'REFERENCE MARK 2 IS 32 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QT0535'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED OINAS NO 2
 QT0535'1952.
 QT0535'
 QT0535'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF THE GRADED
 QT0535'ROAD, 3 FEET NORTH OF A 4 X 4 INCH WITNESS POST AND 1 FOOT
 QT0535'WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QT0535'IS STAMPED OINAS 1952.
 QT0535'
 QT0535'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0728 ***********************************************************************
 OS0728  DESIGNATION -  OKATON
 OS0728  PID         -  OS0728
 OS0728  STATE/COUNTY-  SD/JONES
 OS0728  COUNTRY     -  US
 OS0728  USGS QUAD   -  OKATON (2017)
 OS0728
 OS0728                         *CURRENT SURVEY CONTROL
 OS0728  ______________________________________________________________________
 OS0728* NAD 83(1996) POSITION- 43 52 34.79297(N) 100 57 17.67426(W)   ADJUSTED
 OS0728* NAVD 88 ORTHO HEIGHT -   733.8   (meters)     2407.    (feet) VERTCON3
 OS0728  ______________________________________________________________________
 OS0728  GEOID HEIGHT    -        -23.523 (meters)                     GEOID18
 OS0728  LAPLACE CORR    -         -6.57  (seconds)                    DEFLEC18
 OS0728  HORZ ORDER      -  SECOND
 OS0728
 OS0728.The horizontal coordinates were established by classical geodetic methods
 OS0728.and adjusted by the National Geodetic Survey in January 1998.
 OS0728
 OS0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0728
 OS0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0728.GEOID18 height accuracy estimate available here.
 OS0728
 OS0728.Click photographs - Photos may exist for this station.
 OS0728
 OS0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0728
 OS0728. The following values were computed from the NAD 83(1996) position.
 OS0728
 OS0728;                    North         East     Units Scale Factor Converg.
 OS0728;SPC SD S     -   171,601.952   550,046.918   MT  0.99991698   -0 25 43.7
 OS0728;SPC SD S     -   562,997.40  1,804,612.26   sFT  0.99991698   -0 25 43.7
 OS0728;UTM  14      - 4,859,994.865   342,940.437   MT  0.99990341   -1 21 18.8
 OS0728
 OS0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0728!SPC SD S     -   0.99988864  x   0.99991698  =   0.99980563
 OS0728!UTM  14      -   0.99988864  x   0.99990341  =   0.99979206
 OS0728
 OS0728:                Primary Azimuth Mark                     Grid Az
 OS0728:SPC SD S     -  OKATON AZ MK                             298 48 53.9
 OS0728:UTM  14      -  OKATON AZ MK                             299 44 29.0
 OS0728
 OS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4294059994(NAD 83)
 OS0728
 OS0728|---------------------------------------------------------------------|
 OS0728| PID    Reference Object                     Distance      Geod. Az  |
 OS0728|                                                           dddmmss.s |
 OS0728| CO3387 OKATON RM 1                          22.220 METERS 01622     |
 OS0728| OS0727 OKATON CHURCH BELFRY                APPROX. 5.3 KM 0781731.5 |
 OS0728| OS0712 MURDO MUNICIPAL TANK                APPROX.19.4 KM 0853814.4 |
 OS0728| OS0742 BELVIDERE MUNICIPAL TANK            APPROX.25.9 KM 2590131.8 |
 OS0728| CO3388 OKATON RM 2                          14.335 METERS 28616     |
 OS0728| CO3386 OKATON AZ MK                                       2982310.2 |
 OS0728|---------------------------------------------------------------------|
 OS0728
 OS0728                          SUPERSEDED SURVEY CONTROL
 OS0728
 OS0728  NAD 83(1986)-  43 52 34.78698(N)    100 57 17.68102(W) AD(       ) 2
 OS0728  NAD 27      -  43 52 34.81900(N)    100 57 16.16500(W) AD(       ) 2
 OS0728  NGVD 29 (07/19/86)  733.3    (m)         2406.     (f) VERT ANG       
 OS0728
 OS0728.Superseded values are not recommended for survey control.
 OS0728
 OS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0728.See file dsdata.pdf to determine how the superseded data were derived.
 OS0728
 OS0728_MARKER: DS = TRIANGULATION STATION DISK
 OS0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0728_STAMPING: OKATON 1936
 OS0728_MARK LOGO: CGS
 OS0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0728+STABILITY: SURFACE MOTION
 OS0728
 OS0728  HISTORY     - Date     Condition        Report By
 OS0728  HISTORY     - 1936     MONUMENTED       CGS
 OS0728
 OS0728                          STATION DESCRIPTION
 OS0728
 OS0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0728'THE STATION IS ABOUT 5.5 MILES BY ROAD WEST BY SOUTH OF
 OS0728'OKATON, 8.7 MILES BY ROAD EAST BY SOUTH OF STAMFORD, 1.6
 OS0728'MILES BY ROAD SOUTH OF U.S. HIGHWAY 16, ON THE WEST SIDE OF A
 OS0728'ROAD, AT THE HIGHEST POINT OF A PASTURE HILL.
 OS0728'
 OS0728'TO REACH FROM STAMFORD, GO EAST ON U.S. HIGHWAY 16 FOR 7.1
 OS0728'MILES TO A DIRT CROSS ROAD (OR FROM OKATON, GO 3.9 MILES
 OS0728'WEST ON U.S. HIGHWAY 16 TO SAME CROSS ROAD), TURN SOUTH ON
 OS0728'DIRT ROAD AND GO 1.1 MILES TO A GATE.  PASS THROUGH GATE, TAKE
 OS0728'THE LEFT FORK IMMEDIATELY AFTER PASSING THROUGH THE GATE
 OS0728'(MAIN ROAD BEARS RIGHT) AND GO 0.3 MILE TO TWO FORKS IN
 OS0728'ROAD, TAKE THE RIGHT FORK, AND GO 0.2 MILE TO TOP OF PASTURE
 OS0728'HILL AND STATION.  STATION IS 30 FEET WEST BY SOUTH OF A DIRT
 OS0728'ROAD ON THE HIGHEST POINT OF THE HILL.  A 1-FOOT SQUARE
 OS0728'CONCRETE POST, PROJECTING 3 INCHES.
 OS0728'
 OS0728'REFERENCE MARK NO. 1 IS 72.90 FEET NORTH OF THE STATION ON
 OS0728'THE NORTH SIDE OF THE RIDGE.  THE MARK IS A 1-FOOT SQUARE
 OS0728'CONCRETE POST, PROJECTING 4 INCHES.
 OS0728'
 OS0728'REFERENCE MARK NO. 2 IS 47.03 FEET WEST OF THE STATION, ON
 OS0728'THE WEST SIDE OF THE RIDGE.  THE MARK IS A 1-FOOT SQUARE
 OS0728'CONCRETE POST, PROJECTING 4 INCHES.
 OS0728'
 OS0728'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, ABOUT
 OS0728'273 FEET SOUTH OF THE RAILROAD, ABOUT 150 FEET WEST OF THE
 OS0728'FENCE GATE, AND ON THE EAST-WEST FENCE LINE.  IT IS A 1-FOOT
 OS0728'SQUARE CONCRETE POST, PROJECTING 3 INCHES.  TO REACH THE
 OS0728'AZIMUTH FROM THE STATION TAKE THE ROAD TO THE NORTH FOR
 OS0728'0.2 MILE TO A FORK, HERE TURN NORTHWEST ON THE DIRT ROAD
 OS0728'FOR 0.3 MILE, LEAVE ROAD AND GO DUE NORTH TO THE FENCE AND
 OS0728'STATION.
 OS0728'
 OS0728'ALL OBJECTS VISIBLE FROM THE GROUND.
 OS0728'
 OS0728'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0728'BRONZE DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0727 ***********************************************************************
 OS0727  DESIGNATION -  OKATON CHURCH BELFRY
 OS0727  PID         -  OS0727
 OS0727  STATE/COUNTY-  SD/JONES
 OS0727  COUNTRY     -  US
 OS0727  USGS QUAD   -  OKATON (2017)
 OS0727
 OS0727                         *CURRENT SURVEY CONTROL
 OS0727  ______________________________________________________________________
 OS0727* NAD 83(1996) POSITION- 43 53 09.27499(N) 100 53 27.18092(W)   ADJUSTED
 OS0727  ______________________________________________________________________
 OS0727  GEOID HEIGHT    -        -23.680 (meters)                     GEOID18
 OS0727  LAPLACE CORR    -         -5.91  (seconds)                    DEFLEC18
 OS0727  HORZ ORDER      -  THIRD
 OS0727
 OS0727.The horizontal coordinates were established by classical geodetic methods
 OS0727.and adjusted by the National Geodetic Survey in January 1998.
 OS0727
 OS0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0727.GEOID18 height accuracy estimate available here.
 OS0727
 OS0727.Click photographs - Photos may exist for this station.
 OS0727
 OS0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0727
 OS0727. The following values were computed from the NAD 83(1996) position.
 OS0727
 OS0727;                    North         East     Units Scale Factor Converg.
 OS0727;SPC SD S     -   172,629.564   555,199.435   MT  0.99991775   -0 23 04.7
 OS0727;SPC SD S     -   566,368.83  1,821,516.81   sFT  0.99991775   -0 23 04.7
 OS0727;UTM  14      - 4,860,939.011   348,108.772   MT  0.99988377   -1 18 39.8
 OS0727
 OS0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4810860939(NAD 83)
 OS0727
 OS0727                          SUPERSEDED SURVEY CONTROL
 OS0727
 OS0727  NAD 83(1986)-  43 53 09.26892(N)    100 53 27.18566(W) AD(       ) 3
 OS0727  NAD 27      -  43 53 09.28900(N)    100 53 25.68600(W) AD(       ) 3
 OS0727
 OS0727.Superseded values are not recommended for survey control.
 OS0727
 OS0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0727.See file dsdata.pdf to determine how the superseded data were derived.
 OS0727
 OS0727_MARKER: 75 = BELFRY
 OS0727
 OS0727  HISTORY     - Date     Condition        Report By
 OS0727  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0727
 OS0727                          STATION DESCRIPTION
 OS0727
 OS0727'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0982 ***********************************************************************
 PT0982  DESIGNATION -  OKOBOJO
 PT0982  PID         -  PT0982
 PT0982  STATE/COUNTY-  SD/SULLY
 PT0982  COUNTRY     -  US
 PT0982  USGS QUAD   -  OKOBOJO NE (2017)
 PT0982
 PT0982                         *CURRENT SURVEY CONTROL
 PT0982  ______________________________________________________________________
 PT0982* NAD 83(1996) POSITION- 44 38 08.62630(N) 100 15 58.94328(W)   ADJUSTED
 PT0982* NAVD 88 ORTHO HEIGHT -   558.83  (+/-2cm)     1833.4   (feet) VERTCON3
 PT0982  ______________________________________________________________________
 PT0982  GEOID HEIGHT    -        -23.011 (meters)                     GEOID18
 PT0982  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 PT0982  HORZ ORDER      -  FIRST
 PT0982  VERT ORDER      -  THIRD ? (See Below)
 PT0982
 PT0982.The horizontal coordinates were established by classical geodetic methods
 PT0982.and adjusted by the National Geodetic Survey in January 1998.
 PT0982
 PT0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0982
 PT0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0982.GEOID18 height accuracy estimate available here.
 PT0982
 PT0982.The vertical order pertains to the NGVD 29 superseded value.
 PT0982
 PT0982.Click photographs - Photos may exist for this station.
 PT0982
 PT0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0982
 PT0982. The following values were computed from the NAD 83(1996) position.
 PT0982
 PT0982;                    North         East     Units Scale Factor Converg.
 PT0982;SPC SD N     -    89,198.756   578,865.442   MT  0.99996525   -0 11 18.7
 PT0982;SPC SD N     -   292,646.25  1,899,161.04   sFT  0.99996525   -0 11 18.7
 PT0982;SPC SD S     -   255,797.389   605,313.290   MT  1.00006487   +0 02 46.3
 PT0982;SPC SD S     -   839,228.60  1,985,932.02   sFT  1.00006487   +0 02 46.3
 PT0982;UTM  14      - 4,943,265.798   399,559.913   MT  0.99972406   -0 53 23.4
 PT0982
 PT0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0982!SPC SD N     -   0.99991599  x   0.99996525  =   0.99988125
 PT0982!SPC SD S     -   0.99991599  x   1.00006487  =   0.99998086
 PT0982!UTM  14      -   0.99991599  x   0.99972406  =   0.99964008
 PT0982
 PT0982:                Primary Azimuth Mark                     Grid Az
 PT0982:SPC SD N     -  OKOBOJO AZ MK                            264 19 02.8
 PT0982:SPC SD S     -  OKOBOJO AZ MK                            264 04 57.8
 PT0982:UTM  14      -  OKOBOJO AZ MK                            265 01 07.5
 PT0982
 PT0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9955943265(NAD 83)
 PT0982
 PT0982|---------------------------------------------------------------------|
 PT0982| PID    Reference Object                     Distance      Geod. Az  |
 PT0982|                                                           dddmmss.s |
 PT0982| PT0978 ONIDA MUNICIPAL TANK                APPROX.17.8 KM 0624150.5 |
 PT0982| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX.17.8 KM 0625725.6 |
 PT0982| CO6551 OKOBOJO RM 1                        129.918 METERS 13407     |
 PT0982| CO6553 OKOBOJO RM 3                        114.873 METERS 21651     |
 PT0982| CO6552 OKOBOJO RM 2                        122.627 METERS 22458     |
 PT0982| CO6550 OKOBOJO AZ MK                                      2640744.1 |
 PT0982|---------------------------------------------------------------------|
 PT0982
 PT0982                          SUPERSEDED SURVEY CONTROL
 PT0982
 PT0982  NAD 83(1986)-  44 38 08.62123(N)    100 15 58.94758(W) AD(       ) 1
 PT0982  NAD 27      -  44 38 08.68300(N)    100 15 57.47500(W) AD(       ) 1
 PT0982  NGVD 29             558.45   (m)         1832.2    (f) LEVELING    3  
 PT0982
 PT0982.Superseded values are not recommended for survey control.
 PT0982
 PT0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0982.See file dsdata.pdf to determine how the superseded data were derived.
 PT0982
 PT0982_MARKER: DS = TRIANGULATION STATION DISK
 PT0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0982_STAMPING: OKOBOJO 1934
 PT0982_MARK LOGO: CGS
 PT0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0982+STABILITY: SURFACE MOTION
 PT0982
 PT0982  HISTORY     - Date     Condition        Report By
 PT0982  HISTORY     - 1934     MONUMENTED       CGS
 PT0982  HISTORY     - 1948     GOOD             CGS
 PT0982  HISTORY     - 1951     GOOD             CGS
 PT0982  HISTORY     - 1964     GOOD             USGS
 PT0982  HISTORY     - 1970     GOOD             NGS
 PT0982
 PT0982                          STATION DESCRIPTION
 PT0982
 PT0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0982'STATION IS ABOUT 11 MILES WSW OF ONIDA, ON A SMOOTH, THISTLE-GROWN
 PT0982'HILL ABOUT 2 MILES S OF OKOBOJO CREEK, 337 FEET N OF THE CENTER
 PT0982'LINE OF A GRADED TOWNSHIP LINE ROAD AND THE MARK PROJECTS 8
 PT0982'INCHES.
 PT0982'
 PT0982'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT0982'BRONZE DISKS SET IN CONCRETE.
 PT0982'
 PT0982'REFERENCE MARK NO. 1 IS SE OF THE STATION, 45 FEET N OF
 PT0982'THE CENTER LINE OF A GRADED ROAD AND PROJECTS 4 INCHES.
 PT0982'
 PT0982'REFERENCE MARK NO. 2 IS SW OF THE STATION, 48 FEET N OF THE CENTER
 PT0982'LINE OF A GRADED ROAD AND PROJECTS 4 INCHES.
 PT0982'
 PT0982'THE AZIMUTH MARK IS WSW OF THE STATION OPPOSITE A HALF SECTION
 PT0982'LINE FENCE, 40 FEET N OF THE CENTER LINE OF A GRADED ROAD AND
 PT0982'PROJECTS 4 INCHES.
 PT0982'
 PT0982'THE STATION IS REACHED FROM THE SULLY COUNTY COURTHOUSE IN ONIDA,
 PT0982'BY GOING E, 0.3 MILE, THEN TURN S ON U.S. HIGHWAY 83, AND GO 1.6
 PT0982'MILES, CROSS RAILROAD TRACKS AND CONTINUE S ON U.S. HIGHWAY 83,
 PT0982'FOR 4.3 MILES.  LEAVE HIGHWAY, TURN W, OR RIGHT, AT WHITE FARM
 PT0982'BUILDINGS AND WINDMILL IN NW CORNER OF ROAD INTERSECTION AND GO
 PT0982'ON A GRADED ROAD FOR 1.9 MILES, PASS A WHITE SCHOOLHOUSE ON THE
 PT0982'S SIDE OF THE ROAD AND CONTINUE W, 5.0 MILES.  AT MANY
 PT0982'UNPAINTED BUILDINGS ON BOTH THE NE AND NW CORNERS OF ROAD
 PT0982'INTERSECTION, TURN N ON A GRADED ROAD AND GO 0.9 MILE.  AT A
 PT0982'METAL ROAD SIGN READING ONIDA 12 MILES AND PIERRE 26 MILES
 PT0982'TURN LEFT, OR W, ON GRADE AND GO 3.1 MILES TO A POINT 0.1
 PT0982'MILE W OF SECTION LINE ROAD INTERSECTION.  LEAVE ROAD, TURN
 PT0982'RIGHT AND GO N, 0.1 MILE TO THE HIGHEST GROUND AND THE STATION.
 PT0982'
 PT0982'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PT0982
 PT0982                          STATION RECOVERY (1948)
 PT0982
 PT0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0982'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT REFERENCE
 PT0982'MARK NO. 1 WAS FOUND LOOSE AND WAS MADE FIRM IN PLACE.  A
 PT0982'DISCREPENCY OF 33 SECONDS WAS FOUND IN THE DIRECTION TO THAT MARK,
 PT0982'AND ITS 1934 DIRECTION IS NOT REPEATED HERE.  A COMPLETE
 PT0982'DESCRIPTION FOLLOWS--STATION IS ABOUT 11 MILES WEST-SOUTHWEST OF
 PT0982'ONIDA, ON A SMOOTH HILL ABOUT 2 MILES SOUTH OF OKOBOJO CREEK,
 PT0982'337 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRADED
 PT0982'TOWNSHIP-LINE ROAD, AND ON LAND OWNED BY MR. G.C. TRUMBLE.  THE
 PT0982'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED OKOBOJO 1934.
 PT0982'
 PT0982'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT0982'BRONZE DISKS SET IN CONCRETE.
 PT0982'
 PT0982'REFERENCE MARK NO. 1 IS 426.44 FEET (SLOPE) SOUTHEAST OF THE
 PT0982'STATION, 45 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 PT0982'TOWNSHIP-LINE ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PT0982'IS STAMPED OKOBOJO NO 1 1934.
 PT0982'
 PT0982'REFERENCE MARK NO. 2 IS 402.32 FEET (SLOPE) SOUTHWEST OF THE
 PT0982'STATION, 48 FEET NORTH OF THE TOWNSHIP-LINE ROAD.  THE MARK
 PT0982'PROJECTS 4 INCHES AND THE DISK IS STAMPED OKOBOJO NO 2 1934.
 PT0982'
 PT0982'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 40 FEET
 PT0982'NORTH OF THE TOWNSHIP-LINE ROAD, AND 2.5 FEET NORTHEAST OF A
 PT0982'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT0982'OKOBOJO 1934.
 PT0982'
 PT0982'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO EAST AND
 PT0982'NORTH ON U.S. HIGHWAY 83 AND 14 FOR 1.3 MILES TO A GRAVEL T-ROAD
 PT0982'LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 8.2 MILES TO
 PT0982'CROSSROADS AND AN OLD ABANDONED STORE ON THE LEFT, CONTINUE NORTH
 PT0982'FOR 2.95 TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.7
 PT0982'MILE, TURN RIGHT AND GO NORTH FOR 5.9 MILES TO A T-INTERSECTION,
 PT0982'TURN RIGHT AND GO EAST FOR 4.3 MILES TO THE AZIMUTH MARK ON THE
 PT0982'LEFT, CONTINUE EAST FOR 0.5 MILE TO TOP OF RIDGE, TURN LEFT
 PT0982'AND GO NORTH ACROSS FIELD FOR 0.1 MILE TO HIGHEST GROUND AND
 PT0982'STATION.
 PT0982'
 PT0982'NOTE 1948--ONE-POSITION DIRECTIONS ON THE TANK AND COURTHOUSE
 PT0982'FINIAL CHECKED THE ABOVE 1934 DIRECTIONS WITHIN 10 SECONDS.
 PT0982'
 PT0982'DISTANCES TO R.M.S ABOVE ARE THOSE OF 1934.  THESE WERE CHECKED
 PT0982'WITHIN 0.4 FOOT WHICH IS AS CLOSE AS PRACTICABLE FOR THE DISTANCE
 PT0982'AND THE GROUND.
 PT0982
 PT0982                          STATION RECOVERY (1951)
 PT0982
 PT0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 PT0982'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS NO. 1
 PT0982'AND NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 PT0982
 PT0982                          STATION RECOVERY (1964)
 PT0982
 PT0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0982'OKOBOJO APPROX. 0.7 MI. S. AND 6.3 MI. E. OF IN THE SE 1/4 SEC. 31,
 PT0982'T. 114N., R. 78W.  337 FT N. OF AN E.W. CO. RD. ON A SMALL KNOLL.
 PT0982'IN A CONC. POST, A STD. TABLET, STAMPED OKOBOJO 1934.
 PT0982'
 PT0982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11/0 MI/WSW
 PT0982'OF ONIDA.
 PT0982
 PT0982                          STATION RECOVERY (1970)
 PT0982
 PT0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0982'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 PT0982'RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  REFERENCE MARK
 PT0982'NO. 2 WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED BY
 PT0982'GRADING OF THE BACK-SLOPE OF THE ROAD.  REFERENCE MARK NO. 1 AND
 PT0982'THE AZIMUTH MARK HAVE STATION MARK DISKS WITH ARROWS SCRATCHED ON
 PT0982'THEM POINTING IN A WESTERLY DIRECTION, NOT TOWARD THE STATION.
 PT0982'THE STATION MARK IN A CULTIVATED FIELD, WAS TO BE LOWERED UPON
 PT0982'REQUEST OF THE PROPERTY OWNER.  THE SURFACE STATION MARK WAS
 PT0982'FOUND TO BE MOVED TOWARD THE SOUTH* - 295 DEGREES OFF THE
 PT0982'AZIMUTH MARK, UPON RECOVERY OF THE UNDERGROUND MARK.  THE
 PT0982'SUB-SURFACE STATION MARK WAS LOWERED AND THE SURFACE MARK WAS SET
 PT0982'20-INCHES BELOW GROUND SURFACE.  REFERENCE MARK NO. 3 WAS SET.
 PT0982'HORIZONTAL DIRECTIONS WERE OBSERVED AT THE STATION AND BOTH
 PT0982'REFERENCE MARKS.  *0.017 METERS.
 PT0982'
 PT0982'A NEW DESCRIPTION FOLLOWS--
 PT0982'
 PT0982'THE STATION IS LOCATED ON A LOW HILL IN A CULTIVATED FIELD ABOUT
 PT0982'11 MILES WEST-SOUTHWEST OF ONIDA, AND ABOUT 2 MILES SOUTH OF
 PT0982'OKOBOJO CREEK, ON PROPERTY OWNED BY MR. THURMAN GODDARD WHO LIVES
 PT0982'ABOUT 1-1/2 MILES SOUTHEAST OF THE STATION.
 PT0982'
 PT0982'THE STATION MARK IS A STANDARD DISK STAMPED OKOBOJO 1934 1970,
 PT0982'SET IN A ROUND CONCRETE MONUMENT 24-INCHES IN DIAMETER, AND 20
 PT0982'INCHES BELOW GROUND SURFACE.  IT IS AT THE HIGHEST PART OF THE
 PT0982'HILL, 337 FEET NORTH OF THE CENTER OF GRADED ROAD - ADDITIONAL
 PT0982'RECOVERY DIRECTION AND MEASUREMENTS FROM THE REFERENCE MARKS.
 PT0982'
 PT0982'REFERENCE MARK NO. 1 IS A STANDARD STATION MARK DISK STAMPED
 PT0982'OKOBOJO R.M. NO 1 1934, SET IN A SQUARE CONCRETE MONUMENT FLUSH
 PT0982'WITH THE GROUND AT THE NORTH EDGE OF A PILE OF ROCKS AT THE SOUTH
 PT0982'EDGE OF FIELD, 46 FEET NORTH OF CENTER OF GRADED ROAD, 45 FEET
 PT0982'WEST OF A POWER POLE, AND 1.1 FEET WEST OF A METAL WITNESS POST.
 PT0982'
 PT0982'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED OKOBOJO 1934 NO
 PT0982'3 1970, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 PT0982'IT IS 43 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 37 FEET
 PT0982'NORTH OF CENTER OF GRADED ROAD, 4 FEET EAST OF A POWER POLE,
 PT0982'AND 1.3 FEET WEST OF A METAL WITNESS POST.
 PT0982'
 PT0982'THE AZIMUTH MARK IS A STANDARD STATION MARK DISK STAMPED OKOBOJO
 PT0982'1934 AZIMUTH, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PT0982'3-INCHES.  IT IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, 179
 PT0982'FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 129 FEET EAST OF
 PT0982'A LARGE BOULDER, 42 FEET NORTH OF THE CENTER OF GRADED ROAD, AND
 PT0982'1.3 FEET EAST OF A METAL WITNESS POST.
 PT0982'
 PT0982'TO REACH THE STATION FROM THE SULLY COUNTY COURTHOUSE IN ONIDA,
 PT0982'GO WEST ON PAVED STREET FOR 0.75 MILE TO THE INTERSECTION WITH
 PT0982'U.S. HIGHWAY 83, TURN LEFT ON HIGHWAY 83 AND GO SOUTH 6.3 MILES
 PT0982'TO A GRADED CROSSROAD, FARM ROAD NO. 147, TURN RIGHT AND GO WEST
 PT0982'ON THE GRADED ROAD 8.2 MILES TO A GRADED SIDE ROAD RIGHT, AND
 PT0982'MR. THURMAN GODDARDS HOME AND FARM BUILDINGS IN THE NORTHWEST
 PT0982'CORNER OF THE INTERSECTION, TURN RIGHT AND GO NORTH 1.0 MILE TO
 PT0982'A T INTERSECTION WITH A GRADED ROAD, TURN LEFT AND GO WEST 1.0
 PT0982'MILE TO REFERENCE MARK NO. 1 ON THE RIGHT AS DESCRIBED.  TO
 PT0982'REACH THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD, WEST, 0.5
 PT0982'MILE FROM REFERENCE MARK NO. 1 TO THE AZIMUTH MARK ON THE
 PT0982'RIGHT AS DESCRIBED.
 PT0982'
 PT0982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 PT0982'WSW OF ONIDA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0697 ***********************************************************************
 OS0697  DESIGNATION -  OKREEK
 OS0697  PID         -  OS0697
 OS0697  STATE/COUNTY-  SD/TODD
 OS0697  COUNTRY     -  US
 OS0697  USGS QUAD   -  WOOD SOUTH (2017)
 OS0697
 OS0697                         *CURRENT SURVEY CONTROL
 OS0697  ______________________________________________________________________
 OS0697* NAD 83(1996) POSITION- 43 23 07.26040(N) 100 26 56.74769(W)   ADJUSTED
 OS0697* NAVD 88 ORTHO HEIGHT -   808.    (meters)     2651.    (feet) SCALED
 OS0697  ______________________________________________________________________
 OS0697  GEOID HEIGHT    -        -24.119 (meters)                     GEOID18
 OS0697  LAPLACE CORR    -         -6.50  (seconds)                    DEFLEC18
 OS0697  HORZ ORDER      -  FIRST
 OS0697
 OS0697.The horizontal coordinates were established by classical geodetic methods
 OS0697.and adjusted by the National Geodetic Survey in January 1998.
 OS0697
 OS0697.The orthometric height was scaled from a topographic map.
 OS0697
 OS0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0697.GEOID18 height accuracy estimate available here.
 OS0697
 OS0697.Click photographs - Photos may exist for this station.
 OS0697
 OS0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0697
 OS0697. The following values were computed from the NAD 83(1996) position.
 OS0697
 OS0697;                    North         East     Units Scale Factor Converg.
 OS0697;SPC SD S     -   116,875.987   590,620.556   MT  0.99991510   -0 04 47.5
 OS0697;SPC SD S     -   383,450.63  1,937,727.61   sFT  0.99991510   -0 04 47.5
 OS0697;UTM  14      - 4,804,628.380   382,626.598   MT  0.99976946   -0 59 43.8
 OS0697
 OS0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0697!SPC SD S     -   0.99987703  x   0.99991510  =   0.99979214
 OS0697!UTM  14      -   0.99987703  x   0.99976946  =   0.99964651
 OS0697
 OS0697:                Primary Azimuth Mark                     Grid Az
 OS0697:SPC SD S     -  OKREEK CATH CH CUPOLA                    113 22 19.0
 OS0697:UTM  14      -  OKREEK CATH CH CUPOLA                    114 17 15.3
 OS0697
 OS0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8262604628(NAD 83)
 OS0697
 OS0697|---------------------------------------------------------------------|
 OS0697| PID    Reference Object                     Distance      Geod. Az  |
 OS0697|                                                           dddmmss.s |
 OS0697| CO3389 OKREEK RM 1                          21.808 METERS 08221     |
 OS0697| OS0696 OKREEK CATH CH CUPOLA               APPROX. 5.7 KM 1131731.5 |
 OS0697| CO3390 OKREEK RM 2                          27.923 METERS 33054     |
 OS0697| OS0698 WOOD C AND NW RR TANK               APPROX.12.9 KM 3465001.9 |
 OS0697|---------------------------------------------------------------------|
 OS0697
 OS0697                          SUPERSEDED SURVEY CONTROL
 OS0697
 OS0697  NAD 83(1995)-  43 23 07.25793(N)    100 26 56.75335(W) AD(       ) 1
 OS0697  NAD 83(1986)-  43 23 07.25665(N)    100 26 56.75842(W) AD(       ) 1
 OS0697  NAD 27      -  43 23 07.25500(N)    100 26 55.26600(W) AD(       ) 1
 OS0697
 OS0697.Superseded values are not recommended for survey control.
 OS0697
 OS0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0697.See file dsdata.pdf to determine how the superseded data were derived.
 OS0697
 OS0697_MARKER: DS = TRIANGULATION STATION DISK
 OS0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0697_STAMPING: OKREEK 1936
 OS0697_MARK LOGO: CGS
 OS0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0697+STABILITY: SURFACE MOTION
 OS0697
 OS0697  HISTORY     - Date     Condition        Report By
 OS0697  HISTORY     - 1936     MONUMENTED       CGS
 OS0697
 OS0697                          STATION DESCRIPTION
 OS0697
 OS0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0697'STATION IS ABOUT 9 MILES AIRLINE, AND 11.7 MILES BY ROAD
 OS0697'SOUTH OF WOOD, ON ROUND TOP PASTURE HILL (THE MOST NORTHERLY
 OS0697'OF TWO PROMINENT HILLS), AT THE EAST END OF A HIGH RIDGE AT
 OS0697'THE HEAD OF WHITE THUNDER AND OAK CREEKS, 1-1/2 MILES EAST
 OS0697'OF NORTH-SOUTH ROAD WHICH LEADS NORTH TO WOOD, ABOUT 60
 OS0697'FEET WEST OF THE HIGHEST POINT OF HILL.  THE MARK PROJECTS
 OS0697'5 INCHES.
 OS0697'
 OS0697'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION.  THE MARK
 OS0697'IS FLUSH WITH THE SURFACE OF THE GROUND.
 OS0697'
 OS0697'REFERENCE MARK NO. 2 IS EAST OF THE STATION, SET IN DEPRESSION
 OS0697'IN ROCK OUTCROP..  THE DISTANCE BETWEEN THE REFERENCE
 OS0697'MARKS IS 135.24 FEET.
 OS0697'
 OS0697'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 25 FEET
 OS0697'SOUTHWEST OF CENTERLINE OF DIM FARM ROAD LEADING NORTHWEST
 OS0697'AND SOUTHEAST, 100 YARDS EAST OF NORTH-SOUTH ROW OF SHORT,
 OS0697'BUSHY TREES IN GULLY.  THE MARK IS AN INDIAN ALLOTMENT SURVEY
 OS0697'MARK, BEING A BRONZE CAP SET ON TOP OF A 2-INCH CAST IRON
 OS0697'PIPE AND ENCASED IN CONCRETE.  THE MARK PROJECTS 15 INCHES.
 OS0697'IT IS STAMPED INDIAN ALLOTMENT T. 40 N., S. 36, S. 31, S. 1,
 OS0697'S. 6, T. 39 N., R. 27 W., R. 26 W., 6 P.M.
 OS0697'
 OS0697'SIGNALS SHOWN FROM THE GROUND AT WOOD, OAK, CARTER, THUNDER
 OS0697'AND MELLETTE 1933 ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OS0697'
 OS0697'TO REACH THE STATION FROM WOOD, GO SOUTH FROM STATE HIGHWAY
 OS0697'40 (AT T-ROAD ON EAST SIDE OF TOWN) FOR 10.1 MILES TO DIM
 OS0697'ROAD LEADING EAST THROUGH PASTURE, GO EAST FOR 0.7 MILE TO
 OS0697'FORKS, CONTINUE EAST ON RIGHT FORK (MAIN ROAD) FOR 0.9 MILE
 OS0697'TO POINT WHERE ROAD TURNS NORTH AT FOOT OF HILL.  LEAVE ROAD
 OS0697'AND GO 0.5 MILE EAST TO TOP OF HILL AND STATION AS DESCRIBED.
 OS0697'TO REACH FROM OKREEK, GO SOUTHWEST ON U.S. HIGHWAY 18 TO
 OS0697'T-INTERSECTION AND SIGN WOOD 12 MILES.  GO NORTH FOR 3.0
 OS0697'MILES TO FORKS, CONTINUE NORTH ON LEFT FORK 0.9 MILE TO DIM
 OS0697'ROAD LEADING EAST THROUGH PASTURE, THENCE EAST AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0696 ***********************************************************************
 OS0696  DESIGNATION -  OKREEK CATH CH CUPOLA
 OS0696  PID         -  OS0696
 OS0696  STATE/COUNTY-  SD/TODD
 OS0696  COUNTRY     -  US
 OS0696  USGS QUAD   -  OKREEK (2017)
 OS0696
 OS0696                         *CURRENT SURVEY CONTROL
 OS0696  ______________________________________________________________________
 OS0696* NAD 83(1996) POSITION- 43 21 53.96534(N) 100 23 03.59969(W)   ADJUSTED
 OS0696  ______________________________________________________________________
 OS0696  GEOID HEIGHT    -        -24.220 (meters)                     GEOID18
 OS0696  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 OS0696  HORZ ORDER      -  THIRD
 OS0696
 OS0696.The horizontal coordinates were established by classical geodetic methods
 OS0696.and adjusted by the National Geodetic Survey in January 1998.
 OS0696
 OS0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0696.GEOID18 height accuracy estimate available here.
 OS0696
 OS0696.Click photographs - Photos may exist for this station.
 OS0696
 OS0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0696
 OS0696. The following values were computed from the NAD 83(1996) position.
 OS0696
 OS0696;                    North         East     Units Scale Factor Converg.
 OS0696;SPC SD S     -   114,608.942   595,866.462   MT  0.99991660   -0 02 06.7
 OS0696;SPC SD S     -   376,012.84  1,954,938.55   sFT  0.99991660   -0 02 06.7
 OS0696;UTM  14      - 4,802,278.164   387,834.810   MT  0.99975476   -0 57 02.3
 OS0696
 OS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8783402278(NAD 83)
 OS0696
 OS0696                          SUPERSEDED SURVEY CONTROL
 OS0696
 OS0696  NAD 83(1995)-  43 21 53.96250(N)    100 23 03.60430(W) AD(       ) 3
 OS0696  NAD 83(1986)-  43 21 53.96193(N)    100 23 03.60779(W) AD(       ) 3
 OS0696  NAD 27      -  43 21 53.96000(N)    100 23 02.12000(W) AD(       ) 3
 OS0696
 OS0696.Superseded values are not recommended for survey control.
 OS0696
 OS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0696.See file dsdata.pdf to determine how the superseded data were derived.
 OS0696
 OS0696_MARKER: 86 = CUPOLA
 OS0696
 OS0696  HISTORY     - Date     Condition        Report By
 OS0696  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0696
 OS0696                          STATION DESCRIPTION
 OS0696
 OS0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0696'POINT OBSERVED UPON WAS CENTER OF CUPOLA, AT BASE OF CROSS.
 OS0696'
 OS0696'THE CUPOLA IS ON THE CATHOLIC CHURCH.  IT IS A WHITE, CONICAL
 OS0696'CUPOLA ON WHITE CHURCH, HAS A GOLD CROSS AND OPEN BELFRY.  IT IS
 OS0696'ONE OF TWO CUPOLAS IN TOWN OF OKREEK AND IS THE LOWER OF THE TWO.
 OS0696'IT IS AT THE EAST EDGE OF TOWN, ON NORTH SIDE OF U.S. IGHWAY 18.
 OS0696'
 OS0696'POINT WAS OBSERVED UPON FROM OKREEK AND ROCK.  IT IS VISIBLE FROM
 OS0696'GROUND AT BOTH STATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0856 ***********************************************************************
 OR0856  DESIGNATION -  OLA
 OR0856  PID         -  OR0856
 OR0856  STATE/COUNTY-  SD/BRULE
 OR0856  COUNTRY     -  US
 OR0856  USGS QUAD   -  BOND BOTTOM (2017)
 OR0856
 OR0856                         *CURRENT SURVEY CONTROL
 OR0856  ______________________________________________________________________
 OR0856* NAD 83(1996) POSITION- 43 35 09.53345(N) 099 15 44.33591(W)   ADJUSTED
 OR0856* NAVD 88 ORTHO HEIGHT -   555.    (meters)     1821.    (feet) SCALED
 OR0856  ______________________________________________________________________
 OR0856  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 OR0856  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 OR0856  HORZ ORDER      -  SECOND
 OR0856
 OR0856.The horizontal coordinates were established by classical geodetic methods
 OR0856.and adjusted by the National Geodetic Survey in January 1998.
 OR0856
 OR0856.The orthometric height was scaled from a topographic map.
 OR0856
 OR0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0856.GEOID18 height accuracy estimate available here.
 OR0856
 OR0856.Click photographs - Photos may exist for this station.
 OR0856
 OR0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0856
 OR0856. The following values were computed from the NAD 83(1996) position.
 OR0856
 OR0856;                    North         East     Units Scale Factor Converg.
 OR0856;SPC SD S     -   139,715.680   686,486.908   MT  0.99990703   +0 44 19.8
 OR0856;SPC SD S     -   458,383.86  2,252,249.13   sFT  0.99990703   +0 44 19.8
 OR0856;UTM  14      - 4,825,923.813   478,823.391   MT  0.99960552   -0 10 51.1
 OR0856
 OR0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0856!SPC SD S     -   0.99991702  x   0.99990703  =   0.99982405
 OR0856!UTM  14      -   0.99991702  x   0.99960552  =   0.99952257
 OR0856
 OR0856:                Primary Azimuth Mark                     Grid Az
 OR0856:SPC SD S     -  HILLS                                    176 29 37.9
 OR0856:UTM  14      -  HILLS                                    177 24 48.8
 OR0856
 OR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7882325923(NAD 83)
 OR0856
 OR0856|---------------------------------------------------------------------|
 OR0856| PID    Reference Object                     Distance      Geod. Az  |
 OR0856|                                                           dddmmss.s |
 OR0856| CO3391 OLA RM 1                             24.591 METERS 02902     |
 OR0856| OR0504 S 300                               APPROX. 0.9 KM 0881409.3 |
 OR0856| OR0858 HILLS                               APPROX. 7.9 KM 1771357.7 |
 OR0856| CO3392 OLA RM 2                              9.337 METERS 27958     |
 OR0856|---------------------------------------------------------------------|
 OR0856
 OR0856                          SUPERSEDED SURVEY CONTROL
 OR0856
 OR0856  NAD 83(1995)-  43 35 09.53271(N)    099 15 44.34008(W) AD(       ) 2
 OR0856  NAD 83(1986)-  43 35 09.53382(N)    099 15 44.34310(W) AD(       ) 2
 OR0856  NAD 27      -  43 35 09.53300(N)    099 15 42.99600(W) AD(       ) 2
 OR0856
 OR0856.Superseded values are not recommended for survey control.
 OR0856
 OR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0856.See file dsdata.pdf to determine how the superseded data were derived.
 OR0856
 OR0856_MARKER: DS = TRIANGULATION STATION DISK
 OR0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0856_STAMPING: OLA 1948
 OR0856_MARK LOGO: CGS
 OR0856_PROJECTION: RECESSED 15 CENTIMETERS
 OR0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0856+STABILITY: SURFACE MOTION
 OR0856
 OR0856  HISTORY     - Date     Condition        Report By
 OR0856  HISTORY     - 1948     MONUMENTED       CGS
 OR0856  HISTORY     - 1974     MARK NOT FOUND   USGS
 OR0856
 OR0856                          STATION DESCRIPTION
 OR0856
 OR0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0856'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTHWEST OF BIJOU
 OR0856'HILLS, 4 MILES EAST OF THE MISSOURI RIVER AND 0.1 MILE WEST
 OR0856'OF THE DOBBERSTAIN SCHOOL HOUSE.  IT IS 35 FEET SOUTH OF A DIRT
 OR0856'ROAD, AND 4-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE DISK
 OR0856'IS STAMPED OLA 1948 AND THE MARK IS SET 6 INCHES BELOW THE
 OR0856'SURFACE OF THE GROUND.
 OR0856'
 OR0856'REFERENCE MARK NO. 1 IS 80.67 FEET NORTH-NORTHEAST OF THE
 OR0856'STATION, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 OR0856'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS
 OR0856'6 INCHES AND THE DISK IS STAMPED OLA NO 1 1948.
 OR0856'
 OR0856'REFERENCE MARK NO. 2 IS 30.63 FEET WEST OF THE STATION, 30
 OR0856'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH
 OR0856'OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 OR0856'IS STAMPED OLA NO 2 1948.
 OR0856'
 OR0856'STATION BM S-300 1945 (USC AND GS) WAS USED AS THE AZIMUTH
 OR0856'MARK.  IT IS APPROXIMATELY 0.6 MILE EAST OF THE STATION.
 OR0856'
 OR0856'TO REACH THE STATION FROM THE TAFT HOTEL IN CHAMBERLAIN, GO
 OR0856'SOUTHEAST ON U.S. HIGHWAY 16 FOR 2.8 MILES TO WHERE THE HIGHWAY
 OR0856'TURNS LEFT.  HERE GO SOUTH ON GRAVELED ROAD FOR 10.2 MILES TO
 OR0856'WHERE MAIN TRAVELED ROAD TURNS LEFT.  TURN LEFT AND GO EAST FOR
 OR0856'3.0 MILES TO A CROSS-ROADS.  TURN SOUTH AND GO 3.0 MILES TO
 OR0856'A T-INTERSECTION.  TURN RIGHT AND GO WEST 0.5 MILE TO
 OR0856'DOBBERSTAIN SCHOOL HOUSE ON THE LEFT, CONTINUE WEST FOR 0.1 MILE
 OR0856'TO THE STATION ON THE LEFT AS DESCRIBED.
 OR0856'
 OR0856'STATION BM S-300 1945 (USC AND GS) IS HERE ON THE NORTHWEST
 OR0856'CORNER OF THE T INTERSECTION AND WAS USED FOR AN AZIMUTH MARK.
 OR0856'
 OR0856'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0856
 OR0856                          STATION RECOVERY (1974)
 OR0856
 OR0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GDS)
 OR0856'R.M. NO. 1 NOT FOUND.
 OR0856'
 OR0856'R.M. NO. 2 NOT FOUND.
 OR0856'
 OR0856'AZIMUTH MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0745 ***********************************************************************
 OS0745  DESIGNATION -  OLDEN
 OS0745  PID         -  OS0745
 OS0745  STATE/COUNTY-  SD/JACKSON
 OS0745  COUNTRY     -  US
 OS0745  USGS QUAD   -  BELVIDERE NW (2017)
 OS0745
 OS0745                         *CURRENT SURVEY CONTROL
 OS0745  ______________________________________________________________________
 OS0745* NAD 83(1996) POSITION- 43 53 16.75204(N) 101 29 01.47884(W)   ADJUSTED
 OS0745* NAVD 88 ORTHO HEIGHT -   759.    (meters)     2490.    (feet) SCALED
 OS0745  ______________________________________________________________________
 OS0745  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 OS0745  LAPLACE CORR    -         -9.34  (seconds)                    DEFLEC18
 OS0745  HORZ ORDER      -  SECOND
 OS0745
 OS0745.The horizontal coordinates were established by classical geodetic methods
 OS0745.and adjusted by the National Geodetic Survey in January 1998.
 OS0745
 OS0745.The orthometric height was scaled from a topographic map.
 OS0745
 OS0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0745.GEOID18 height accuracy estimate available here.
 OS0745
 OS0745.Click photographs - Photos may exist for this station.
 OS0745
 OS0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0745
 OS0745. The following values were computed from the NAD 83(1996) position.
 OS0745
 OS0745;                    North         East     Units Scale Factor Converg.
 OS0745;SPC SD S     -   173,350.104   507,567.058   MT  0.99991792   -0 47 37.0
 OS0745;SPC SD S     -   568,732.80  1,665,242.92   sFT  0.99991792   -0 47 37.0
 OS0745;UTM  14      - 4,862,430.680   300,491.247   MT  1.00008959   -1 43 20.7
 OS0745
 OS0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0745!SPC SD S     -   0.99988433  x   0.99991792  =   0.99980226
 OS0745!UTM  14      -   0.99988433  x   1.00008959  =   0.99997391
 OS0745
 OS0745:                Primary Azimuth Mark                     Grid Az
 OS0745:SPC SD S     -  OLDEN AZ MK                              176 05 42.4
 OS0745:UTM  14      -  OLDEN AZ MK                              177 01 26.1
 OS0745
 OS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0049162430(NAD 83)
 OS0745
 OS0745|---------------------------------------------------------------------|
 OS0745| PID    Reference Object                     Distance      Geod. Az  |
 OS0745|                                                           dddmmss.s |
 OS0745| CQ3655 OLDEN AZ MK                                        1751805.4 |
 OS0745| OS0770 KADOKA MUNICIPAL TANK               APPROX. 6.3 KM 1991046.8 |
 OS0745| CQ3657 OLDEN RM 2                           18.018 METERS 26440     |
 OS0745| CQ3656 OLDEN RM 1                           13.439 METERS 34527     |
 OS0745|---------------------------------------------------------------------|
 OS0745
 OS0745                          SUPERSEDED SURVEY CONTROL
 OS0745
 OS0745  NAD 83(1986)-  43 53 16.74512(N)    101 29 01.48282(W) AD(       ) 2
 OS0745  NAD 27      -  43 53 16.77420(N)    101 28 59.96800(W) AD(       ) 2
 OS0745
 OS0745.Superseded values are not recommended for survey control.
 OS0745
 OS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0745.See file dsdata.pdf to determine how the superseded data were derived.
 OS0745
 OS0745_MARKER: DS = TRIANGULATION STATION DISK
 OS0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0745_STAMPING: OLDEN 1961
 OS0745_MARK LOGO: CGS
 OS0745_PROJECTION: FLUSH
 OS0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0745+STABILITY: SURFACE MOTION
 OS0745
 OS0745  HISTORY     - Date     Condition        Report By
 OS0745  HISTORY     - 1961     MONUMENTED       CGS
 OS0745
 OS0745                          STATION DESCRIPTION
 OS0745
 OS0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0745'LOCATED ABOUT 10 MILES SOUTHEAST OF PHILIP AND 4 MILES
 OS0745'NORTH-NORTHEAST OF KADOKA.  IT IS IN SECTION 9, R 22 E, T 2 S.
 OS0745'
 OS0745'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0745'73 AT THE NORTHWEST EDGE OF KADOKA, GO NORTHEAST ON U.S.
 OS0745'HIGHWAY 16 FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT, TURN
 OS0745'LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.0 MILES TO A GATE
 OS0745'ON THE LEFT AND THE AZIMUTH MARK, TURN LEFT, PASS THROUGH
 OS0745'GAE, THENCE RIGHT AND GO NORTH ALONG THE WEST SIDE OF FENCE
 OS0745'ON DIM TRACK ROAD FOR 0.6 MILE TO THE HIGHEST POINT AND
 OS0745'THE STATION.
 OS0745'
 OS0745'STATION MARK, A STANDARD DISK STAMPED OLDEN 1961, IS SET
 OS0745'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OS0745'IS FLUSH WITH THE SURFACE.
 OS0745'
 OS0745'REFERENCE MARK 1, A STANDARD DISK STAMPED OLDEN NO 1 1961,
 OS0745'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0745'THAT IS FLUSH WITH THE SURFACE.  IT IS ON ABOUT THE SAME
 OS0745'ELEVATION AS THE STATION.
 OS0745'
 OS0745'REFERENCE MARK 2, A STANDARD DISK STAMPED OLDEN NO 2 1961,
 OS0745'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0745'THAT IS FLUSH WITH THE SURFACE.  IT IS ON ABOUT THE SAME
 OS0745'ELEVATION AS THE STATION.
 OS0745'
 OS0745'AZIMUTH MARK, A STANDARD DISK STAMPED OLDEN 1961, IS SET
 OS0745'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OS0745'PROJECTS 6 INCHES.  IT IS 32 FEET WEST OF THE CENTER OF THE
 OS0745'NORTH-SOUTH SECTION LINE ROAD, 31 FEET NORTH OF THE CENTER
 OS0745'OF A WIRE GATE, 3-1/2 FEET NORTH OF A METAL WITNESS POST WITH
 OS0745'SIGN AND 1 FOOT WEST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0886 ***********************************************************************
 PR0886  DESIGNATION -  OLDHAM
 PR0886  PID         -  PR0886
 PR0886  STATE/COUNTY-  SD/KINGSBURY
 PR0886  COUNTRY     -  US
 PR0886  USGS QUAD   -  OLDHAM (2017)
 PR0886
 PR0886                         *CURRENT SURVEY CONTROL
 PR0886  ______________________________________________________________________
 PR0886* NAD 83(1996) POSITION- 44 12 19.06577(N) 097 18 40.03146(W)   ADJUSTED
 PR0886* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 PR0886  ______________________________________________________________________
 PR0886  GEOID HEIGHT    -        -25.483 (meters)                     GEOID18
 PR0886  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 PR0886  HORZ ORDER      -  THIRD
 PR0886
 PR0886.The horizontal coordinates were established by classical geodetic methods
 PR0886.and adjusted by the National Geodetic Survey in January 1998.
 PR0886
 PR0886.The orthometric height was scaled from a topographic map.
 PR0886
 PR0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0886.GEOID18 height accuracy estimate available here.
 PR0886
 PR0886.Click photographs - Photos may exist for this station.
 PR0886
 PR0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0886
 PR0886. The following values were computed from the NAD 83(1996) position.
 PR0886
 PR0886;                    North         East     Units Scale Factor Converg.
 PR0886;SPC SD N     -    44,902.962   814,890.437   MT  1.00004719   +1 54 10.9
 PR0886;SPC SD N     -   147,319.13  2,673,519.71   sFT  1.00004719   +1 54 10.9
 PR0886;SPC SD S     -   212,359.265   841,499.718   MT  0.99995932   +2 05 05.6
 PR0886;SPC SD S     -   696,715.36  2,760,820.32   sFT  0.99995932   +2 05 05.6
 PR0886;UTM  14      - 4,896,061.849   634,937.273   MT  0.99982393   +1 10 39.8
 PR0886
 PR0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0886!SPC SD N     -   0.99991991  x   1.00004719  =   0.99996710
 PR0886!SPC SD S     -   0.99991991  x   0.99995932  =   0.99987923
 PR0886!UTM  14      -   0.99991991  x   0.99982393  =   0.99974386
 PR0886
 PR0886:                Primary Azimuth Mark                     Grid Az
 PR0886:SPC SD N     -  OLDHAM AZ MK                             176 33 08.7
 PR0886:SPC SD S     -  OLDHAM AZ MK                             176 22 14.0
 PR0886:UTM  14      -  OLDHAM AZ MK                             177 16 39.8
 PR0886
 PR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3493796061(NAD 83)
 PR0886
 PR0886|---------------------------------------------------------------------|
 PR0886| PID    Reference Object                     Distance      Geod. Az  |
 PR0886|                                                           dddmmss.s |
 PR0886| CO6555 OLDHAM RM 1                          30.474 METERS 12903     |
 PR0886| CO6554 OLDHAM AZ MK                                       1782719.6 |
 PR0886| CO6556 OLDHAM RM 2                          32.068 METERS 26350     |
 PR0886|---------------------------------------------------------------------|
 PR0886
 PR0886                          SUPERSEDED SURVEY CONTROL
 PR0886
 PR0886  NAD 83(1986)-  44 12 19.06566(N)    097 18 40.00233(W) AD(       ) 3
 PR0886  NAD 27      -  44 12 19.16800(N)    097 18 38.75000(W) AD(       ) 3
 PR0886
 PR0886.Superseded values are not recommended for survey control.
 PR0886
 PR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0886.See file dsdata.pdf to determine how the superseded data were derived.
 PR0886
 PR0886_MARKER: DS = TRIANGULATION STATION DISK
 PR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0886_STAMPING: OLDHAM 1949
 PR0886_MARK LOGO: CGS
 PR0886_PROJECTION: FLUSH
 PR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0886+STABILITY: SURFACE MOTION
 PR0886
 PR0886  HISTORY     - Date     Condition        Report By
 PR0886  HISTORY     - 1949     MONUMENTED       CGS
 PR0886
 PR0886                          STATION DESCRIPTION
 PR0886
 PR0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0886'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF OLDHAM, ON
 PR0886'A SMALL KNOLL IN A PASTURE, ON PROPERTY OWNED AND OCCUPIED BY MR.
 PR0886'OLSON.  IT IS 45 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 PR0886'ROAD, 16 FEET SOUTH OF A 12 INCH TREE, 15 FEET NORTHWEST OF
 PR0886'A GATE POST, 9 FEET WEST OF A FENCELINE, AND 10 FEET SOUTHWEST
 PR0886'OF A WITNESS POST.  THE DISK IS STAMPED OLDHAM 1949 AND IS
 PR0886'SET FLUSH WITH THE GROUND.
 PR0886'
 PR0886'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTERLINE OF THE
 PR0886'ROAD, AND 6 INCHES WEST OF A FENCELINE.  THE DISK IS STAMPED
 PR0886'OLDHAM NO 1 1949 AND PROJECTS 3 INCHES.
 PR0886'
 PR0886'REFERENCE MARK NO. 2 IS 6 INCHES NORTH OF AN EAST-WEST FENCELINE.
 PR0886'THE DISK IS STAMPED OLDHAM NO 2 1949, AND PROJECTS 2 INCHES.
 PR0886'
 PR0886'THE AZIMUTH MARK IS SET IN THE SOUTHWEST CORNER, AT A CROSS
 PR0886'ROAD INTERSECTION.  IT IS 37 FEET SOUTH OF THE CENTERLINE OF
 PR0886'THE EAST-WEST ROAD, 23 FEET WEST OF THE CENTERLINE OF THE
 PR0886'NORTH-SOUTH ROAD, 3 FEET WEST OF A POWER POLE, AND 2 FEET
 PR0886'WEST OF A WITNESS POST.  THE DISK IS STAMPED OLDHAM 1949 AND
 PR0886'PROJECTS 2 INCHES.
 PR0886'
 PR0886'TO REACH THE STATION FROM THE MAIN CROSS ROAD, AT THE SOUTHWEST
 PR0886'EDGE OF OLDHAM, GO SOUTH FOR 1.4 MILES TO THE TOP OF A SMALL
 PR0886'KNOLL AND THE STATION AS DESCRIBED.
 PR0886'
 PR0886'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH FOR
 PR0886'0.7 MILE TO A CROSS ROAD AND THE MARK ON THE RIGHT.
 PR0886'
 PR0886'AN 87 FOOT SIGNAL AT BROCK 1903 IS VISIBLE FROM THE GROUND.
 PR0886'
 PR0886'A 74 FOOT SIGNAL AT RAMONA IS VISIBLE FROM THE GROUND.
 PR0886'
 PR0886'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0883 ***********************************************************************
 PR0883  DESIGNATION -  OLDHAM HIGH SPIRE SQUARE BASE
 PR0883  PID         -  PR0883
 PR0883  STATE/COUNTY-  SD/KINGSBURY
 PR0883  COUNTRY     -  US
 PR0883  USGS QUAD   -  OLDHAM (2017)
 PR0883
 PR0883                         *CURRENT SURVEY CONTROL
 PR0883  ______________________________________________________________________
 PR0883* NAD 83(1996) POSITION- 44 13 35.14574(N) 097 18 35.65461(W)   ADJUSTED
 PR0883  ______________________________________________________________________
 PR0883  GEOID HEIGHT    -        -25.437 (meters)                     GEOID18
 PR0883  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 PR0883  HORZ ORDER      -  THIRD
 PR0883
 PR0883.The horizontal coordinates were established by classical geodetic methods
 PR0883.and adjusted by the National Geodetic Survey in January 1998.
 PR0883
 PR0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0883.GEOID18 height accuracy estimate available here.
 PR0883
 PR0883.Click photographs - Photos may exist for this station.
 PR0883
 PR0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0883
 PR0883. The following values were computed from the NAD 83(1996) position.
 PR0883
 PR0883;                    North         East     Units Scale Factor Converg.
 PR0883;SPC SD N     -    47,253.258   814,909.546   MT  1.00004187   +1 54 14.0
 PR0883;SPC SD N     -   155,030.06  2,673,582.40   sFT  1.00004187   +1 54 14.0
 PR0883;SPC SD S     -   214,709.415   841,511.366   MT  0.99996317   +2 05 08.6
 PR0883;SPC SD S     -   704,425.81  2,760,858.54   sFT  0.99996317   +2 05 08.6
 PR0883;UTM  14      - 4,898,411.197   634,986.112   MT  0.99982410   +1 10 44.4
 PR0883
 PR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3498698411(NAD 83)
 PR0883
 PR0883                          SUPERSEDED SURVEY CONTROL
 PR0883
 PR0883  NAD 83(1986)-  44 13 35.14476(N)    097 18 35.62491(W) AD(       ) 3
 PR0883  NAD 27      -  44 13 35.24900(N)    097 18 34.38000(W) AD(       ) 3
 PR0883  USSD        -  44 13 35.42100(N)    097 18 34.81000(W) AD(       ) 3
 PR0883
 PR0883.Superseded values are not recommended for survey control.
 PR0883
 PR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0883.See file dsdata.pdf to determine how the superseded data were derived.
 PR0883
 PR0883_MARKER: 90 = CHURCH SPIRE
 PR0883
 PR0883  HISTORY     - Date     Condition        Report By
 PR0883  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0883  HISTORY     - 1935     GOOD             CGS
 PR0883
 PR0883                          STATION DESCRIPTION
 PR0883
 PR0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0883'THE LUTHERAN CHURCH, IN BLOCK SOUTH OF SCHOOLHOUSE, ANSWERS
 PR0883'THE DESCRIPTION AS TO TYPE OF SPIRE AND GEOGRAPHIC POSITION.
 PR0883'IT IS STILL STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0885 ***********************************************************************
 PR0885  DESIGNATION -  OLDHAM SMALL SHARP SPIRE
 PR0885  PID         -  PR0885
 PR0885  STATE/COUNTY-  SD/KINGSBURY
 PR0885  COUNTRY     -  US
 PR0885  USGS QUAD   -  OLDHAM (2017)
 PR0885
 PR0885                         *CURRENT SURVEY CONTROL
 PR0885  ______________________________________________________________________
 PR0885* NAD 83(1996) POSITION- 44 13 42.76624(N) 097 18 39.29055(W)   ADJUSTED
 PR0885  ______________________________________________________________________
 PR0885  GEOID HEIGHT    -        -25.432 (meters)                     GEOID18
 PR0885  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 PR0885  HORZ ORDER      -  THIRD
 PR0885
 PR0885.The horizontal coordinates were established by classical geodetic methods
 PR0885.and adjusted by the National Geodetic Survey in January 1998.
 PR0885
 PR0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0885.GEOID18 height accuracy estimate available here.
 PR0885
 PR0885.Click photographs - Photos may exist for this station.
 PR0885
 PR0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0885
 PR0885. The following values were computed from the NAD 83(1996) position.
 PR0885
 PR0885;                    North         East     Units Scale Factor Converg.
 PR0885;SPC SD N     -    47,485.670   814,821.077   MT  1.00004135   +1 54 11.4
 PR0885;SPC SD N     -   155,792.57  2,673,292.15   sFT  1.00004135   +1 54 11.4
 PR0885;SPC SD S     -   214,941.526   841,422.167   MT  0.99996357   +2 05 06.1
 PR0885;SPC SD S     -   705,187.32  2,760,565.89   sFT  0.99996357   +2 05 06.1
 PR0885;UTM  14      - 4,898,644.659   634,900.609   MT  0.99982381   +1 10 42.1
 PR0885
 PR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3490098644(NAD 83)
 PR0885
 PR0885                          SUPERSEDED SURVEY CONTROL
 PR0885
 PR0885  NAD 83(1986)-  44 13 42.76513(N)    097 18 39.26121(W) AD(       ) 3
 PR0885  NAD 27      -  44 13 42.87000(N)    097 18 38.01500(W) AD(       ) 3
 PR0885  USSD        -  44 13 43.04200(N)    097 18 38.44400(W) AD(       ) 3
 PR0885
 PR0885.Superseded values are not recommended for survey control.
 PR0885
 PR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0885.See file dsdata.pdf to determine how the superseded data were derived.
 PR0885
 PR0885_MARKER: 90 = CHURCH SPIRE
 PR0885
 PR0885  HISTORY     - Date     Condition        Report By
 PR0885  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0885  HISTORY     - 1935     GOOD             CGS
 PR0885
 PR0885                          STATION DESCRIPTION
 PR0885
 PR0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0885'THE BAPTIST CHURCH, IN BLOCK NORTH OF SCHOOLHOUSE, HAS A LOW
 PR0885'SHARP SPIRE AND IS IN THE PROPER POSITION.  IT IS STILL STANDING
 PR0885'AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0656 ***********************************************************************
 QS0656  FBN         -  This is a Federal Base Network Control Station.
 QS0656  DESIGNATION -  OLIVER
 QS0656  PID         -  QS0656
 QS0656  STATE/COUNTY-  SD/CAMPBELL
 QS0656  COUNTRY     -  US
 QS0656  USGS QUAD   -  HERREID NE (2017)
 QS0656
 QS0656                         *CURRENT SURVEY CONTROL
 QS0656  ______________________________________________________________________
 QS0656* NAD 83(2011) POSITION- 45 56 31.12354(N) 100 04 08.67068(W)   ADJUSTED
 QS0656* NAD 83(2011) ELLIP HT-   541.655 (meters)        (06/27/12)   ADJUSTED
 QS0656* NAD 83(2011) EPOCH   -  2010.00
 QS0656* NAVD 88 ORTHO HEIGHT -   563.800 (meters)     1849.73  (feet) ADJUSTED
 QS0656  ______________________________________________________________________
 QS0656  GEOID HEIGHT    -        -22.129 (meters)                     GEOID18
 QS0656  NAD 83(2011) X  -   -776,851.673 (meters)                     COMP
 QS0656  NAD 83(2011) Y  - -4,374,895.988 (meters)                     COMP
 QS0656  NAD 83(2011) Z  -  4,561,154.521 (meters)                     COMP
 QS0656  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 QS0656  DYNAMIC HEIGHT  -        563.769 (meters)     1849.63  (feet) COMP
 QS0656  MODELED GRAVITY -    980,541.9   (mgal)                       NAVD 88
 QS0656
 QS0656  VERT ORDER      -  FIRST     CLASS II
 QS0656
 QS0656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QS0656  Standards:
 QS0656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QS0656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QS0656  -------------------------------------------------------------------
 QS0656  NETWORK    0.80   1.59           0.37   0.26   0.81     -0.19126991
 QS0656  -------------------------------------------------------------------
 QS0656  Click here for local accuracies and other accuracy information.
 QS0656
 QS0656.The horizontal coordinates were established by GPS observations
 QS0656.and adjusted by the National Geodetic Survey in June 2012.
 QS0656
 QS0656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QS0656.been affixed to the stable North American tectonic plate. See 
 QS0656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QS0656
 QS0656.The horizontal coordinates are valid at the epoch date displayed above
 QS0656.which is a decimal equivalence of Year/Month/Day.
 QS0656
 QS0656.The orthometric height was determined by differential leveling and
 QS0656.adjusted by the NATIONAL GEODETIC SURVEY
 QS0656.in July 1998.
 QS0656
 QS0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0656.GEOID18 height accuracy estimate available here.
 QS0656
 QS0656.Click photographs - Photos may exist for this station.
 QS0656
 QS0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0656
 QS0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0656
 QS0656.The ellipsoidal height was determined by GPS observations
 QS0656.and is referenced to NAD 83.
 QS0656
 QS0656.The dynamic height is computed by dividing the NAVD 88
 QS0656.geopotential number by the normal gravity value computed on the
 QS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0656.degrees latitude (g = 980.6199 gals.).
 QS0656
 QS0656.The modeled gravity was interpolated from observed gravity values.
 QS0656
 QS0656. The following values were computed from the NAD 83(2011) position.
 QS0656
 QS0656;                    North         East     Units Scale Factor Converg.
 QS0656;SPC SD N     -   234,334.998   594,643.296   MT  1.00006021   -0 02 56.0
 QS0656;SPC SD N     -   768,814.07  1,950,925.55   sFT  1.00006021   -0 02 56.0
 QS0656;UTM  14      - 5,088,156.581   417,132.702   MT  0.99968442   -0 46 05.9
 QS0656
 QS0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0656!SPC SD N     -   0.99991509  x   1.00006021  =   0.99997530
 QS0656!UTM  14      -   0.99991509  x   0.99968442  =   0.99959954
 QS0656
 QS0656:                Primary Azimuth Mark                     Grid Az
 QS0656:SPC SD N     -  ROY                                      180 16 21.8
 QS0656:UTM  14      -  ROY                                      180 59 31.7
 QS0656
 QS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1713288156(NAD 83)
 QS0656
 QS0656|---------------------------------------------------------------------|
 QS0656| PID    Reference Object                     Distance      Geod. Az  |
 QS0656|                                                           dddmmss.s |
 QS0656| CO6560 OLIVER RM 2                          15.036 METERS 08353     |
 QS0656| CO6559 OLIVER RM 1                          12.616 METERS 17951     |
 QS0656| QS0660 ROY                                 APPROX. 8.1 KM 1801325.8 |
 QS0656|---------------------------------------------------------------------|
 QS0656
 QS0656                          SUPERSEDED SURVEY CONTROL
 QS0656
 QS0656  NAD 83(2007)-  45 56 31.12341(N)    100 04 08.67192(W) AD(2002.00) 0
 QS0656  ELLIP H (02/10/07)  541.686  (m)                       GP(2002.00)    
 QS0656  NAD 83(1996)-  45 56 31.12306(N)    100 04 08.67177(W) AD(       ) A
 QS0656  ELLIP H (06/23/03)  541.689  (m)                       GP(       ) 3 1
 QS0656  NAD 83(1996)-  45 56 31.11675(N)    100 04 08.67266(W) AD(       ) 2
 QS0656  NAD 83(1986)-  45 56 31.10562(N)    100 04 08.66626(W) AD(       ) 2
 QS0656  NAD 27      -  45 56 31.13597(N)    100 04 07.23795(W) AD(       ) 2
 QS0656  NAVD 88             563.80   (m)         1849.7    (f) LEVELING    3  
 QS0656
 QS0656.Superseded values are not recommended for survey control.
 QS0656
 QS0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0656.See file dsdata.pdf to determine how the superseded data were derived.
 QS0656
 QS0656_MARKER: DD = SURVEY DISK
 QS0656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0656+WITH SETTING: INFORMATION.
 QS0656_STAMPING: OLIVER ET 1967
 QS0656_MARK LOGO: USGS
 QS0656_PROJECTION: FLUSH
 QS0656_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0656+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 QS0656
 QS0656  HISTORY     - Date     Condition        Report By
 QS0656  HISTORY     - 1967     MONUMENTED       USGS
 QS0656  HISTORY     - 19961023 GOOD             NGS
 QS0656  HISTORY     - 20020528 GOOD             SDDT
 QS0656
 QS0656                          STATION DESCRIPTION
 QS0656
 QS0656'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0656'THE STATION IS LOCATED APPROX. 7.5 MI N. OF HERRIED, T. 128 N.,
 QS0656'R. 76 W., NEAR THE NW. COR. SEC. 5.
 QS0656'
 QS0656'TO REACH THE STATION FROM THE RR. CROSSING AT HERRIED, GO N.
 QS0656'ALONG HWY. 83 FOR 7.6 MI TO N. DAK. AND S. DAK. STATE LINE AND
 QS0656'STATION ON RIGHT (E.).
 QS0656'
 QS0656'STATION MARK IS 33 FT S. AND 51 FT E. OF CENTER OF U.S. HWY.
 QS0656'83 AT A CROSSROADS (DIRT E.) AND N. DAK.-S. DAK. STATE LINE,
 QS0656'2 FT S. AND 3 FT W. OF COR. FENCE POST, 3 FT W. OF USGS WITNESS
 QS0656'POST, STAMPED ET OLIVER 1967.
 QS0656'
 QS0656'REFERENCE MARK NO. 1 IS S. OF THE STATION, 75 FT S. AND 51 FT
 QS0656'E. OF CENTER OF CROSSROADS, 3 FT W. OF FENCE, STAMPED OLIVER NO.
 QS0656'1 1967.
 QS0656'
 QS0656'REFERENCE MARK NO. 2 IS E. OF THE STATION, 27 FT S. AND 101 FT
 QS0656'E. OF CENTER OF CROSSROADS, 3 FT N. OF FENCE, STAMPED OLIVER
 QS0656'NO. 2 1967.
 QS0656'
 QS0656'AZIMUTH MARK - NONE.
 QS0656'
 QS0656'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED ON
 QS0656'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES, 12 IN.
 QS0656'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0656'
 QS0656'STANDARD BRACED TRIPOD USED.
 QS0656
 QS0656                          STATION RECOVERY (1996)
 QS0656
 QS0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RAH)
 QS0656'11.9 KM (7.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0656'IN HERREID, 3.3 KM (2.05 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY
 QS0656'10, 1155.0 M (3789.4 FT) NORTH OF MILEPOST 240, 15.5 M (50.9 FT) EAST
 QS0656'OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) SOUTH OF THE SOUTH
 QS0656'DAKOTA-NORTH DAKOTA STATE LINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 QS0656'HIGHWAY, 0.9 M (3.0 FT) WEST OF A SURVEY MARKER SIGN, AND 0.3 M (1.0
 QS0656'FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 QS0656'TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 QS0656
 QS0656                          STATION RECOVERY (2002)
 QS0656
 QS0656'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 QS0656'RECOVERED AS DESCRIBED
 QS0656'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0666 ***********************************************************************
 QR0666  DESIGNATION -  OLIVER ET
 QR0666  PID         -  QR0666
 QR0666  STATE/COUNTY-  SD/EDMUNDS
 QR0666  COUNTRY     -  US
 QR0666  USGS QUAD   -  IPSWICH SE (2017)
 QR0666
 QR0666                         *CURRENT SURVEY CONTROL
 QR0666  ______________________________________________________________________
 QR0666* NAD 83(1996) POSITION- 45 22 01.28685(N) 099 01 48.52977(W)   ADJUSTED
 QR0666* NAVD 88 ORTHO HEIGHT -   463.3   (meters)     1520.    (feet) VERTCON3
 QR0666  ______________________________________________________________________
 QR0666  GEOID HEIGHT    -        -23.587 (meters)                     GEOID18
 QR0666  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 QR0666  HORZ ORDER      -  SECOND
 QR0666
 QR0666.The horizontal coordinates were established by classical geodetic methods
 QR0666.and adjusted by the National Geodetic Survey in January 1998.
 QR0666
 QR0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0666
 QR0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0666.GEOID18 height accuracy estimate available here.
 QR0666
 QR0666.Click photographs - Photos may exist for this station.
 QR0666
 QR0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0666
 QR0666. The following values were computed from the NAD 83(1996) position.
 QR0666
 QR0666;                    North         East     Units Scale Factor Converg.
 QR0666;SPC SD N     -   170,884.799   675,974.756   MT  0.99995428   +0 41 11.0
 QR0666;SPC SD N     -   560,644.54  2,217,760.51   sFT  0.99995428   +0 41 11.0
 QR0666;UTM  14      - 5,023,723.886   497,639.161   MT  0.99960007   -0 01 17.2
 QR0666
 QR0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0666!SPC SD N     -   0.99993106  x   0.99995428  =   0.99988534
 QR0666!UTM  14      -   0.99993106  x   0.99960007  =   0.99953116
 QR0666
 QR0666:                Primary Azimuth Mark                     Grid Az
 QR0666:SPC SD N     -  IPSWICH MUNICIPAL TANK                   359 57 45.8
 QR0666:UTM  14      -  IPSWICH MUNICIPAL TANK                   000 40 14.0
 QR0666
 QR0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9763923723(NAD 83)
 QR0666
 QR0666|---------------------------------------------------------------------|
 QR0666| PID    Reference Object                     Distance      Geod. Az  |
 QR0666|                                                           dddmmss.s |
 QR0666| QR0663 IPSWICH MUNICIPAL TANK              APPROX. 8.7 KM 0003856.8 |
 QR0666| CO6557 OLIVER ET RM 1                       13.753 METERS 21320     |
 QR0666| CO6558 OLIVER ET RM 2                       11.210 METERS 31847     |
 QR0666|---------------------------------------------------------------------|
 QR0666
 QR0666                          SUPERSEDED SURVEY CONTROL
 QR0666
 QR0666  NAD 83(1986)-  45 22 01.30272(N)    099 01 48.52286(W) AD(       ) 2
 QR0666  NAD 27      -  45 22 01.39424(N)    099 01 47.11812(W) AD(       ) 2
 QR0666  NGVD 29 (07/19/86)  463.0    (m)         1519.     (f) VERT ANG       
 QR0666
 QR0666.Superseded values are not recommended for survey control.
 QR0666
 QR0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0666.See file dsdata.pdf to determine how the superseded data were derived.
 QR0666
 QR0666_MARKER: DD = SURVEY DISK
 QR0666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0666+WITH SETTING: INFORMATION.
 QR0666_STAMPING: ET OLIVER 1970
 QR0666_MARK LOGO: USGS
 QR0666_PROJECTION: RECESSED 15 CENTIMETERS
 QR0666_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0666
 QR0666  HISTORY     - Date     Condition        Report By
 QR0666  HISTORY     - 1970     MONUMENTED       USGS
 QR0666
 QR0666                          STATION DESCRIPTION
 QR0666
 QR0666'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0666'THE STATION IS ABOUT 5.6 MI S. OF IPSWICH, ABOUT 350 FT S. OF
 QR0666'THE QUARTER COR. BETWEEN SECS. 21 AND 22, T. 122 N., R. 68 W.,
 QR0666'ALONG ST. HWY. 45.
 QR0666'
 QR0666'TO REACH FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45 IN
 QR0666'IPSWICH, GO S. ON ST. HWY. 45 FOR 5.0 MI TO A CROSSROAD, CONTINUE
 QR0666'S. FOR ABOUT 0.55 MI TO A TREE GROVE ON THE LEFT AND THE STATION ON
 QR0666'THE RIGHT ON A FIELD ENTRANCE W.
 QR0666'
 QR0666'STATION MARK, STAMPED ET OLIVER 1970 IS 10 FT S. AND 21 FT
 QR0666'W. CENTER HWY. AT FIELD ENTRANCE W.  27 FT E. OF W. RIGHT-OF-WAY
 QR0666'FENCE.  THE MARK IS BURIED ABOUT 6 IN.
 QR0666'
 QR0666'REFERENCE MARK NO. 1, STAMPED OLIVER NO 1 1970 IS SW. OF THE
 QR0666'STATION, 46 FT W. CENTER HWY., 2 FT E. OF W. RIGHT-OF-WAY FENCE
 QR0666'AND 2 FT E. OF USGS WITNESS POST.
 QR0666'
 QR0666'REFERENCE MARK NO. 2, STAMPED OLIVER NO 2 1970 IS NW. OF THE
 QR0666'STATION, 45 FT W. CENTER HWY., 2 FT E. OF W. RIGHT-OF-WAY FENCE.
 QR0666'
 QR0666'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0666'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 QR0666'GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 2 AND REFERENCE
 QR0666'MARK 1 ARE SET FLUSH WITH GROUND.
 QR0666'
 QR0666'NO AZIMUTH MARK WAS SET.
 QR0666'
 QR0666'REFERENCE AZIMUTH USED - IPSWICH MUNICIPAL WATER TANK.  POINT
 QR0666'OBSERVED IS FINIAL OF THE IPSWICH MWT LOCATED ABOUT 0.2 MI S. OF
 QR0666'THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45 IN IPSWICH AND ABOUT
 QR0666'150 FT E. OF ST. HWY. 45.  IT IS BEHIND (E.) THE CITY MAINTENANCE
 QR0666'BUILDING.  THE TANK IS PAINTED SILVER WITH A RED COVER, T. 123
 QR0666'N., R. 69 W., ABOUT 0.2 MI S. AND ABOUT 150 FT E. OF THE COR. OF
 QR0666'SECS. 21, 22, 27 AND 28.
 QR0666'
 QR0666'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1005 ***********************************************************************
 PR1005  DESIGNATION -  OLSON
 PR1005  PID         -  PR1005
 PR1005  STATE/COUNTY-  SD/DEUEL
 PR1005  COUNTRY     -  US
 PR1005  USGS QUAD   -  DEMPSTER (2017)
 PR1005
 PR1005                         *CURRENT SURVEY CONTROL
 PR1005  ______________________________________________________________________
 PR1005* NAD 83(1996) POSITION- 44 42 58.30544(N) 096 52 30.45365(W)   ADJUSTED
 PR1005* NAVD 88 ORTHO HEIGHT -   587.56  (+/-2cm)     1927.7   (feet) VERTCON3
 PR1005  ______________________________________________________________________
 PR1005  GEOID HEIGHT    -        -25.028 (meters)                     GEOID18
 PR1005  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 PR1005  HORZ ORDER      -  FIRST
 PR1005  VERT ORDER      -  THIRD ? (See Below)
 PR1005
 PR1005.The horizontal coordinates were established by classical geodetic methods
 PR1005.and adjusted by the National Geodetic Survey in January 1998.
 PR1005
 PR1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1005
 PR1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1005.GEOID18 height accuracy estimate available here.
 PR1005
 PR1005.The vertical order pertains to the NGVD 29 superseded value.
 PR1005
 PR1005.Click photographs - Photos may exist for this station.
 PR1005
 PR1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1005
 PR1005. The following values were computed from the NAD 83(1996) position.
 PR1005
 PR1005;                    North         East     Units Scale Factor Converg.
 PR1005;SPC SD N     -   102,883.319   847,527.363   MT  0.99995611   +2 12 41.7
 PR1005;SPC SD N     -   337,543.02  2,780,596.02   sFT  0.99995611   +2 12 41.7
 PR1005;UTM  14      - 4,953,620.408   668,297.700   MT  0.99994831   +1 29 43.4
 PR1005
 PR1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1005!SPC SD N     -   0.99991181  x   0.99995611  =   0.99986792
 PR1005!UTM  14      -   0.99991181  x   0.99994831  =   0.99986012
 PR1005
 PR1005:                Primary Azimuth Mark                     Grid Az
 PR1005:SPC SD N     -  OLSON RM 3 AZIMUTH                       273 31 06.0
 PR1005:UTM  14      -  OLSON RM 3 AZIMUTH                       274 14 04.3
 PR1005
 PR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6829753620(NAD 83)
 PR1005
 PR1005|---------------------------------------------------------------------|
 PR1005| PID    Reference Object                     Distance      Geod. Az  |
 PR1005|                                                           dddmmss.s |
 PR1005| PR1011 OLSON LUTHERAN CH 4 1/2 MI          APPROX. 7.1 KM 0213249.2 |
 PR1005| CO9340 OLSON RM 1                           34.720 METERS 17931     |
 PR1005| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX.12.4 KM 2734757.1 |
 PR1005| CO9342 OLSON RM 3 AZIMUTH                                 2754347.7 |
 PR1005| PR1015 KRANZBURG CATH CH SPIRE             APPROX.19.9 KM 3501627.4 |
 PR1005| CO9341 OLSON RM 2                           32.071 METERS 35741     |
 PR1005| CO9339 OLSON RM                                           35842     |
 PR1005|---------------------------------------------------------------------|
 PR1005
 PR1005                          SUPERSEDED SURVEY CONTROL
 PR1005
 PR1005  NAD 83(1986)-  44 42 58.30211(N)    096 52 30.43477(W) AD(       ) 1
 PR1005  NAD 27      -  44 42 58.42675(N)    096 52 29.20294(W) AD(       ) 1
 PR1005  USSD        -  44 42 58.59200(N)    096 52 29.64800(W) AD(       ) 3
 PR1005  NGVD 29             587.28   (m)         1926.8    (f) LEVELING    3  
 PR1005
 PR1005.Superseded values are not recommended for survey control.
 PR1005
 PR1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1005.See file dsdata.pdf to determine how the superseded data were derived.
 PR1005
 PR1005_MARKER: N = NAIL
 PR1005_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PR1005_PROJECTION: RECESSED 30 CENTIMETERS
 PR1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1005
 PR1005  HISTORY     - Date     Condition        Report By
 PR1005  HISTORY     - 1903     MONUMENTED       CGS
 PR1005  HISTORY     - 1935     GOOD             CGS
 PR1005  HISTORY     - 1968     GOOD             CGS
 PR1005  HISTORY     - 1974     GOOD             NGS
 PR1005
 PR1005                          STATION DESCRIPTION
 PR1005
 PR1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR1005'SITUATED IN SEC. 6, T114N, R50W, ON THE HALF-SECTION
 PR1005'LINE BETWEEN THE NORTHWEST AND THE NORTHEAST QUARTER SECTIONS,
 PR1005'7-1/2 MILES EAST OF CASTLEWOOD AND ON LAND OWNED BY ALFRED OLSON.
 PR1005'STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK, THE REFERENCE MARK
 PR1005'BEING IN THE SOUTH SIDE OF THE ROAD, 5.6 METERS NORTH OF A WILLOW
 PR1005'HEDGE ON THE SOUTH SIDE OF THE ROAD, AND 142.752 METERS FROM
 PR1005'THE STATION N 01 DEG 18 MIN W.  IT IS 1.35
 PR1005'METERS LOWER IN ELEVATION THAN THE STATION.  THE FOLLOWING
 PR1005'BEARINGS AND DISTANCES ARE FROM THE TRIANGULATION
 PR1005'STATION--WINDMILL TOWER, N 79 DEG 45 MIN W, ABOUT
 PR1005'1-1/4 MILES.  ALFRED OLSONS WINDMILL TOWER, N 81 DEG 04 MIN E,
 PR1005'ABOUT 1,000 METERS.  SQUARE TOP HOUSE, CHIMNEY,
 PR1005'S 17 DEG 31 MIN E, ABOUT 1,200 METERS.
 PR1005
 PR1005                          STATION RECOVERY (1935)
 PR1005
 PR1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR1005'STATION RECOVERED MAY 21, 1935, IN GOOD CONDITION.  SURFACE
 PR1005'AND REFERENCE MARKS ARE NAILS IN TERRA-COTTA PIPE FILLED WITH AND
 PR1005'SET IN CONCRETE, FLUSH WITH THE SURFACE OF GROUND.  THE
 PR1005'DESCRIPTION OF THE SURFACE MARK IS CORRECT.  THE LAND IS STILL
 PR1005'OWNED BY ALFRED OLSON AND THE MARK IS 442 FEET SOUTH OF THE
 PR1005'FENCE CORNER AT THE NORTH QUARTER-CORNER AND 1 FOOT EAST OF THE
 PR1005'FENCE ON THE NORTH-AND-SOUTH CENTER LINE OF SEC. 6, T114N, R50W.
 PR1005'
 PR1005'THE REFERENCE MARK IS IN THE MIDDLE OF AN UNIMPROVED SECTION-LINE
 PR1005'ROAD, 468.3 FEET NORTH OF THE STATION, 31 FEET SOUTH OF
 PR1005'TELEPHONE LINE ON THE NORTH SIDE OF THE ROAD, 26.5 FEET NORTH
 PR1005'OF SOUTH RIGHT-OF-WAY FENCE, 19 FEET NORTH OF A ROW OF STUMPS,
 PR1005'AND 2 FEET EAST OF A NORTH-AND-SOUTH CENTER LINE FENCE,
 PR1005'PROJECTED.
 PR1005'
 PR1005'AZIMUTH MARKS ARE STILL, AS IN 1903.  ALFRED OLSONS WINDMILL
 PR1005'TOWER WHICH COULD NOT BE SEEN FROM THE STATION, SQUARE-TOPPED
 PR1005'HOUSE, CHIMNEY (THE CHIMNEY ONLY IS VISIBLE FROM THE STATION) IS
 PR1005'ABOUT 1-1/4 MILES DISTANT, AND JOHN HOFTIEZERS WINDMILL TOWER,
 PR1005'ABOUT 1-1/2 MILES DISTANT.
 PR1005
 PR1005                          STATION RECOVERY (1968)
 PR1005
 PR1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLM)
 PR1005'STATION IS ABOUT 0.5 MI S. AND 8.0 MI E. OF THE TOWN OF CASTLEWOOD,
 PR1005'IN HALF-SEC. LINE BETWEEN THE NE. AND NW. QUARTERS OF SEC. 6, T.
 PR1005'114 N., R. 50 W.
 PR1005'
 PR1005'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND COUNTY
 PR1005'RD. AT E. EDGE OF CASTLEWOOD, GO S. ALONG COUNTY RD. FOR 0.5
 PR1005'MI TO CROSSROADS, TURN LEFT (E.), GO 7.5 MI E. TO FIELD ENTRANCE
 PR1005'ON RIGHT (S.), TURN RIGHT (S.) AND GO ABOUT 0.1 MI TO STATION
 PR1005'ON LEFT (E.).
 PR1005'
 PR1005'STATION IS 476 FT S. OF E.-W. RD., 6.0 FT N. OF WITNESS MARKER IN
 PR1005'HALF-SEC. LINE FENCE.  STATION MARK IS A NAIL IN TERRA-COTTA PIPE
 PR1005'FILLED WITH CONCRETE AND SET FLUSH WITH THE GROUND.
 PR1005'
 PR1005'ORIGINAL REFERENCE MARK WAS NOT RECOVERED.  TWO NEW REFERENCE
 PR1005'MARKS WERE SET.
 PR1005'
 PR1005'REFERENCE MARK NO. 1 IS S. OF THE STATION, 2.0 FT W. OF N.-S.
 PR1005'FENCE LINE AND IS STAMPED OLSON NO. 1 1968.
 PR1005'
 PR1005'REFERENCE MARK NO. 2 IS N. OF THE STATION, 1.5 FT W. OF N.-S.
 PR1005'FENCE LINE AND IS STAMPED OLSON NO. 2 1968.
 PR1005'
 PR1005'ORIGINAL AZIMUTH MARKS ARE GONE.  NO AZIMUTH MARK WAS SET.
 PR1005'USC AND GS TRIANGULATION STATION HORSWILL 1903-1935 AND STATION
 PR1005'ET KNOB ARE GROUND VISIBLE.  DIRECTION WAS OBSERVED TO THE
 PR1005'CASTLEWOOD MWT.
 PR1005'
 PR1005'REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD
 PR1005'RODS, SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE
 PR1005'FILLED WITH GRAVEL.
 PR1005
 PR1005                          STATION RECOVERY (1974)
 PR1005
 PR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PR1005'THE STATION MARK, AND U.S.G.S. REFERENCE MARKS NO. 1 AND NO. 2 WERE
 PR1005'FOUND IN GOOD CONDITION.  THE ORIGINAL REFERENCE MARK WAS NOT
 PR1005'SEARCHED FOR AS IT FALLS IN THE CENTER OF A GRAVELED
 PR1005'ROAD.  REFERENCE MARKS NO. 1 AND NO. 2 WERE SET BY U.S.G.S. IN
 PR1005'1968.  AN AZIMUTH MARK WAS SET AT THIS TIME.
 PR1005'
 PR1005'A NEW DESCRIPTION FOLLOWS--
 PR1005'
 PR1005'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH AND 8 MILES EAST OF
 PR1005'CASTLEWOOD, 1/2 MILE EAST OF THE DEUEL-HAMLIN COUNTY LINE, IN A
 PR1005'NORTH-SOUTH FENCE LINE BETWEEN THE NE AND NW QUARTERS OF SEC. 6,
 PR1005'T 114 N, R 50 W, ON A HIGH NORTH-SOUTH RIDGE, BETWEEN TWO
 PR1005'CULTIVATED FIELDS, THE PROPERTY TO THE EAST IS OWNED BY MR. JOHN
 PR1005'DE BOER, AND TO THE WEST BY MR. GEORGE LUEDTKE.
 PR1005'
 PR1005'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND A
 PR1005'COUNTY ROAD IN THE EAST PART OF CASTLEWOOD, GO SOUTH ON THE COUNTY
 PR1005'ROAD 0.4 MILE TO A CROSSROAD, TURN LEFT AND GO EAST 6.85 MILES ON
 PR1005'THE COUNTY ROAD TO A FARMSTEAD DRIVEWAY AND THE AZIMUTH MARK ON
 PR1005'THE RIGHT AS DESCRIBED, CONTINUE EAST ON THE COUNTY ROAD 0.8 MILE
 PR1005'TO A FIELD ENTRANCE ON THE RIGHT, TURN RIGHT AND GO SOUTH ALONG
 PR1005'THE WEST SIDE OF A FENCE FOR 476 FEET TO THE STATION MARK ON
 PR1005'THE LEFT AS DESCRIBED.
 PR1005'
 PR1005'THE STATION MARK IS A NAIL SET IN THE TOP-CENTER OF A TERRA-COTTA
 PR1005'PIPE FILLED WITH CONCRETE, AND IS 1-FOOT BELOW GROUND SURFACE.  IT
 PR1005'IS 476 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.5 FEET
 PR1005'SOUTH OF A METAL WITNESS POST, AND IN THE NORTH-SOUTH FENCE LINE.
 PR1005'
 PR1005'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. DISK CRIMPED TO THE
 PR1005'TOP OF A COPPERWELD ROD, STAMPED OLSON 1968 NO 1.  IT IS SET FLUSH
 PR1005'WITH THE GROUND, 590 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 PR1005'AND 1.5 FEET WEST OF THE FENCE AND METAL WITNESS POST.
 PR1005'
 PR1005'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. DISK CRIMPED TO THE
 PR1005'TOP OF A COPPERWELD ROD, STAMPED OLSON 1968 NO 2.  IT IS SET FLUSH
 PR1005'WITH THE GROUND.  IT IS 371 FEET SOUTH OF THE CENTER OF THE
 PR1005'GRAVELED ROAD, AND 2 FEET WEST OF THE FENCE AND METAL WITNESS POST.
 PR1005'
 PR1005'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED OLSON
 PR1005'1903 NO 3 1974 AZI, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PR1005'FLUSH WITH THE GROUND.  IT IS 67 FEET EAST OF THE CENTER OF THE
 PR1005'GRAVELED ROAD, 1.5 FEET EAST OF A T FENCE CORNER, AND 1.4 FEET
 PR1005'WEST OF A METAL WITNESS POST.
 PR1005'
 PR1005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR1005'ABOUT 8 MILES EAST OF CASTLEWOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1011 ***********************************************************************
 PR1011  DESIGNATION -  OLSON LUTHERAN CH 4 1/2 MI
 PR1011  PID         -  PR1011
 PR1011  STATE/COUNTY-  SD/DEUEL
 PR1011  COUNTRY     -  US
 PR1011  USGS QUAD   -  BEMIS (2017)
 PR1011
 PR1011                         *CURRENT SURVEY CONTROL
 PR1011  ______________________________________________________________________
 PR1011* NAD 83(1996) POSITION- 44 46 32.91939(N) 096 50 31.47157(W)   ADJUSTED
 PR1011  ______________________________________________________________________
 PR1011  GEOID HEIGHT    -        -25.103 (meters)                     GEOID18
 PR1011  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 PR1011  HORZ ORDER      -  THIRD
 PR1011
 PR1011.The horizontal coordinates were established by classical geodetic methods
 PR1011.and adjusted by the National Geodetic Survey in January 1998.
 PR1011
 PR1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1011.GEOID18 height accuracy estimate available here.
 PR1011
 PR1011.Click photographs - Photos may exist for this station.
 PR1011
 PR1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1011
 PR1011. The following values were computed from the NAD 83(1996) position.
 PR1011
 PR1011;                    North         East     Units Scale Factor Converg.
 PR1011;SPC SD N     -   109,604.382   849,885.701   MT  0.99995060   +2 14 05.9
 PR1011;SPC SD N     -   359,593.71  2,788,333.34   sFT  0.99995060   +2 14 05.9
 PR1011;UTM  14      - 4,960,311.500   670,739.778   MT  0.99995849   +1 31 13.0
 PR1011
 PR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7073960311(NAD 83)
 PR1011
 PR1011                          SUPERSEDED SURVEY CONTROL
 PR1011
 PR1011  NAD 83(1986)-  44 46 32.91643(N)    096 50 31.45333(W) AD(       ) 3
 PR1011  NAD 27      -  44 46 33.04400(N)    096 50 30.22500(W) AD(       ) 3
 PR1011  USSD        -  44 46 33.20800(N)    096 50 30.66900(W) AD(       ) 3
 PR1011
 PR1011.Superseded values are not recommended for survey control.
 PR1011
 PR1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1011.See file dsdata.pdf to determine how the superseded data were derived.
 PR1011
 PR1011_MARKER: Z = SEE DESCRIPTION
 PR1011_SETTING: 0 = UNSPECIFIED SETTING
 PR1011
 PR1011  HISTORY     - Date     Condition        Report By
 PR1011  HISTORY     - 1903     MONUMENTED       CGS
 PR1011  HISTORY     - 1935     GOOD             CGS
 PR1011
 PR1011                          STATION DESCRIPTION
 PR1011
 PR1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR1011'BUILDING ERECTED 1899.  STILL STANDING AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0723 ***********************************************************************
 OQ0723  DESIGNATION -  OMAHA BISMARCK AIRWAY BCN 15
 OQ0723  PID         -  OQ0723
 OQ0723  STATE/COUNTY-  SD/LINCOLN
 OQ0723  COUNTRY     -  US
 OQ0723  USGS QUAD   -  HARRISBURG (2017)
 OQ0723
 OQ0723                         *CURRENT SURVEY CONTROL
 OQ0723  ______________________________________________________________________
 OQ0723* NAD 83(1996) POSITION- 43 25 29.74675(N) 096 41 16.62771(W)   ADJUSTED
 OQ0723  ______________________________________________________________________
 OQ0723  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 OQ0723  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 OQ0723  HORZ ORDER      -  THIRD
 OQ0723
 OQ0723.The horizontal coordinates were established by classical geodetic methods
 OQ0723.and adjusted by the National Geodetic Survey in January 1998.
 OQ0723
 OQ0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0723.GEOID18 height accuracy estimate available here.
 OQ0723
 OQ0723.Click photographs - Photos may exist for this station.
 OQ0723
 OQ0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0723
 OQ0723. The following values were computed from the NAD 83(1996) position.
 OQ0723
 OQ0723;                    North         East     Units Scale Factor Converg.
 OQ0723;SPC SD S     -   127,742.910   895,070.770   MT  0.99991254   +2 30 53.2
 OQ0723;SPC SD S     -   419,103.20  2,936,578.02   sFT  0.99991254   +2 30 53.2
 OQ0723;UTM  14      - 4,810,600.650   687,150.250   MT  1.00003086   +1 35 23.2
 OQ0723
 OQ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8715010600(NAD 83)
 OQ0723
 OQ0723                          SUPERSEDED SURVEY CONTROL
 OQ0723
 OQ0723  NAD 83(1995)-  43 25 29.74711(N)    096 41 16.62212(W) AD(       ) 3
 OQ0723  NAD 83(1986)-  43 25 29.75062(N)    096 41 16.61128(W) AD(       ) 3
 OQ0723  NAD 27      -  43 25 29.82800(N)    096 41 15.43200(W) AD(       ) 3
 OQ0723
 OQ0723.Superseded values are not recommended for survey control.
 OQ0723
 OQ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0723.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0723
 OQ0723_MARKER: 22 = AIRWAY BEACON
 OQ0723
 OQ0723  HISTORY     - Date     Condition        Report By
 OQ0723  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0723
 OQ0723                          STATION DESCRIPTION
 OQ0723
 OQ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0723'THIS STATION IS LOCATED ABOUT 0.7 MILE SOUTHEAST OF THE TOWN
 OQ0723'OF HARRISBURG.  IT IS A 4 LEGGED STEEL STRUCTURE, 9 FEET SQUARE
 OQ0723'AT THE BASE AND ABOUT 50 FEET HIGH.  IT IS ORANGE AND SILVER IN
 OQ0723'COLOR.
 OQ0723'
 OQ0723'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
 OQ0723'
 OQ0723'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND THE
 OQ0723'RAILROAD TRACKS, IN HARRISBURG, GO EAST ON A GRAVELED ROAD FOR
 OQ0723'0.5 MILE TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH FOR 0.45
 OQ0723'MILE TO THE BEACON ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1177 ***********************************************************************
 OQ1177  DESIGNATION -  OMAHA RESET
 OQ1177  PID         -  OQ1177
 OQ1177  STATE/COUNTY-  SD/HANSON
 OQ1177  COUNTRY     -  US
 OQ1177  USGS QUAD   -  FARMER (2017)
 OQ1177
 OQ1177                         *CURRENT SURVEY CONTROL
 OQ1177  ______________________________________________________________________
 OQ1177* NAD 83(1996) POSITION- 43 43 25.50184(N) 097 40 35.71652(W)   ADJUSTED
 OQ1177* NAVD 88 ORTHO HEIGHT -   424.73  (+/-2cm)     1393.5   (feet) VERTCON3
 OQ1177  ______________________________________________________________________
 OQ1177  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 OQ1177  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 OQ1177  HORZ ORDER      -  SECOND
 OQ1177  VERT ORDER      -  THIRD (See Below)
 OQ1177
 OQ1177.The horizontal coordinates were established by classical geodetic methods
 OQ1177.and adjusted by the National Geodetic Survey in January 1998.
 OQ1177
 OQ1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ1177
 OQ1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1177.GEOID18 height accuracy estimate available here.
 OQ1177
 OQ1177.The vertical order pertains to the NGVD 29 superseded value.
 OQ1177
 OQ1177.Click photographs - Photos may exist for this station.
 OQ1177
 OQ1177.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1177
 OQ1177. The following values were computed from the NAD 83(1996) position.
 OQ1177
 OQ1177;                    North         East     Units Scale Factor Converg.
 OQ1177;SPC SD S     -   157,886.770   814,017.556   MT  0.99990856   +1 49 57.9
 OQ1177;SPC SD S     -   518,000.18  2,670,655.93   sFT  0.99990856   +1 49 57.9
 OQ1177;UTM  14      - 4,842,042.127   606,594.886   MT  0.99973976   +0 54 53.3
 OQ1177
 OQ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1177!SPC SD S     -   0.99993748  x   0.99990856  =   0.99984604
 OQ1177!UTM  14      -   0.99993748  x   0.99973976  =   0.99967725
 OQ1177
 OQ1177:                Primary Azimuth Mark                     Grid Az
 OQ1177:SPC SD S     -  FARMER                                   177 53 55.5
 OQ1177:UTM  14      -  FARMER                                   178 49 00.1
 OQ1177
 OQ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0659442042(NAD 83)
 OQ1177
 OQ1177|---------------------------------------------------------------------|
 OQ1177| PID    Reference Object                     Distance      Geod. Az  |
 OQ1177|                                                           dddmmss.s |
 OQ1177| OQ0931 FARMER                              APPROX. 2.0 KM 1794353.4 |
 OQ1177| OQ0495 OMAHA RM                             37.748 METERS 35924     |
 OQ1177|---------------------------------------------------------------------|
 OQ1177
 OQ1177                          SUPERSEDED SURVEY CONTROL
 OQ1177
 OQ1177  NAD 83(1995)-  43 43 25.51295(N)    097 40 35.69425(W) AD(       ) 2
 OQ1177  NAD 83(1986)-  43 43 25.51332(N)    097 40 35.69288(W) AD(       ) 2
 OQ1177  NGVD 29 (04/17/07)  424.44   (m)         1392.5    (f) RESET       3  
 OQ1177
 OQ1177.Superseded values are not recommended for survey control.
 OQ1177
 OQ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1177.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1177
 OQ1177_MARKER: DS = TRIANGULATION STATION DISK
 OQ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1177_STAMPING: OMAHA 1924 1984
 OQ1177_MARK LOGO: NGS
 OQ1177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1177+STABILITY: SURFACE MOTION
 OQ1177
 OQ1177  HISTORY     - Date     Condition        Report By
 OQ1177  HISTORY     - 1984     MONUMENTED       NGS
 OQ1177  HISTORY     - 19840419 GOOD             NGS
 OQ1177
 OQ1177                          STATION DESCRIPTION
 OQ1177
 OQ1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OQ1177'0.8 KM (0.50 MI) EAST ALONG THE OLD RAILROAD BED FROM THE MAIN STREET
 OQ1177'CROSSING IN FARMER, NEAR THE CENTER OF SECTION 16, 13.9 M (45.6 FT)
 OQ1177'SOUTH FROM AN EAST-WEST FENCE AND 11.9 M (39.0 FT) EAST FROM A
 OQ1177'PROJECTED LINE OF A NORTH-SOUTH FENCE.
 OQ1177
 OQ1177                          STATION RECOVERY (1984)
 OQ1177
 OQ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OQ1177'THE 1924 REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION
 OQ1177'MARK WAS RECOVERED WITH THE TOP BROKEN OFF AND DISK GONE.  THE
 OQ1177'UNDERGROUND MARK WAS RECOVERED AND A NEW SURFACE STATION MARK AND
 OQ1177'REFERENCE MARKS 2 AND 3 WERE ESTABLISHED THIS DATE.  THE 1924
 OQ1177'REFERENCE MARK IS DESTINED TO BE DESTROYED BY FARMING OPERTAIONS.  THE
 OQ1177'DISTANCE AND DIRECTION TO THE 1924 REFERENCE MARK AGREED WITH THE 1924
 OQ1177'OBSERVATIONS.  BENCH MARK J 6 WILL SUFFICE FOR AN AZIMUTH MARK. NEW
 OQ1177'DESCRIPTIVE TEXT FOLLOWS.
 OQ1177'
 OQ1177'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST OF FARMER, NEAR THE
 OQ1177'CENTER OF SECTION 16, ON PROPERTY OWNED BY MR. KENNETH TUSCHEN,
 OQ1177'FARMER, SOUTH DAKOTA.
 OQ1177'
 OQ1177'TO REACH THE STATION FROM THE ABANDONED RAILROAD AND MAIN STREET
 OQ1177'CROSSING IN FARMER, GO EAST ALONG OLD RAILROAD FOR 0.8 KM (0.50 MI)
 OQ1177'TO THE STATIO.
 OQ1177'
 OQ1177'THE STATION IS A STANDARD NGS DISK STAMPED OMAHA 1924 1984 SET INTO
 OQ1177'THE TOP OF A ROUND CONCRETE MONUMENT 18 INCHES (45 CM) IN DIAMETER
 OQ1177'RECESSED 18 INCHES (45 CM) BELOW THE GROUND.  LOCATED 13.9 METERS
 OQ1177'(45.6 FT) SOUTH FROM AN EAST-WEST FENCE.  11.9 METERS (39.0 FT) EAST
 OQ1177'FROM A PROJECTED LINE OF A NORTH-SOUTH FENCE.
 OQ1177'
 OQ1177'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED OMAHA 1924 NO 2
 OQ1177'1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM)
 OQ1177'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED IN AN EAST-WEST FENCE
 OQ1177'LINE.  LOCATE 27.2 METERS (89.2 FT) EAST FROM A FENCE CORNER., 0.3
 OQ1177'METER (1.0 FT) WEST FROM A WITNESS POST.
 OQ1177'
 OQ1177'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED OMAHA 1924 NO 3
 OQ1177'1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES 25 CM IN
 OQ1177'DIAMETER PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.  LOCATED IN AN
 OQ1177'EAST-WEST FENCE LINE, NEAR A CORNER AND DIRECTLY BELOW A CORNER BRACE.
 OQ1177'LOCATED 25.1 METERS (82.3 FT) SOUTH FROM THE SOUTH EDGE OF A ROACK
 OQ1177'PILE.  0.9 METER (3.0 FT) EAST FROM A FENCE CORNER POST.  0.3 METER
 OQ1177'(1.0 FT) NORTHEAST FROM A WITNESS POST.  THE REFERENCE MARK CGS DISK
 OQ1177'STAMPED OMAHA 1924 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 OQ1177'INCHES (30 CM) IN DIAMETER FLUSH WITH THE GROUND.  IT IS DESTINED TO
 OQ1177'BE DESTROYED FOR FARMING OPERATIONS.
 OQ1177'
 OQ1177'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED 1386.280 J6 1925 SET
 OQ1177'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES 25 CM IN DIAMETER
 OQ1177'RECESSED 1 INCH (2 CM) BELOW THE GROUND.  LOCATED 14.2 METERS
 OQ1177'(46.6 FT) WEST FROM THE CENTER OF THE GRAVELED ROAD.  4.0 METERS
 OQ1177'(13.1 FT) NORTH-NORTHWEST FROM A STEEL FENCE CORNER BRACED POST.  1.5
 OQ1177'METERS (4.9 FT) WEST FROM A FENCE.  0.3 METER (1.0 FT) EAST FROM A
 OQ1177'METAL WITNESS POST.
 OQ1177'
 OQ1177'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG ABANDONED
 OQ1177'RAILRAOD FOR 2.4 KM (1.50 MI) TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1178 ***********************************************************************
 OQ1178  DESIGNATION -  OMAHA RM 2
 OQ1178  PID         -  OQ1178
 OQ1178  STATE/COUNTY-  SD/HANSON
 OQ1178  COUNTRY     -  US
 OQ1178  USGS QUAD   -  FARMER (2017)
 OQ1178
 OQ1178                         *CURRENT SURVEY CONTROL
 OQ1178  ______________________________________________________________________
 OQ1178* NAD 83(1986) POSITION- 43 43 25.95   (N) 097 40 35.03   (W)   HD_HELD1
 OQ1178* NAVD 88 ORTHO HEIGHT -   425.16  (+/-2cm)     1394.9   (feet) VERTCON3
 OQ1178  ______________________________________________________________________
 OQ1178  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 OQ1178  VERT ORDER      -  THIRD (See Below)
 OQ1178
 OQ1178.The horizontal coordinates were determined by differentially corrected
 OQ1178.hand held GPS observations or other comparable positioning techniques
 OQ1178.and have an estimated accuracy of +/- 3 meters.
 OQ1178
 OQ1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ1178
 OQ1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1178.GEOID18 height accuracy estimate available here.
 OQ1178
 OQ1178.The vertical order pertains to the NGVD 29 superseded value.
 OQ1178
 OQ1178.Click photographs - Photos may exist for this station.
 OQ1178
 OQ1178;                    North         East    Units  Estimated Accuracy
 OQ1178;SPC SD S     -   157,901.1     814,032.5     MT  (+/- 3 meters HH1 GPS) 
 OQ1178
 OQ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0661042056(NAD 83)
 OQ1178
 OQ1178                          SUPERSEDED SURVEY CONTROL
 OQ1178
 OQ1178  NGVD 29 (04/17/07)  424.88   (m)         1394.0    (f) RESET       3  
 OQ1178
 OQ1178.Superseded values are not recommended for survey control.
 OQ1178
 OQ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1178.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1178
 OQ1178_MARKER: DR = REFERENCE MARK DISK
 OQ1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1178_STAMPING: OMAHA 1924 NO 2 1984
 OQ1178_MARK LOGO: NGS
 OQ1178_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1178+STABILITY: SURFACE MOTION
 OQ1178
 OQ1178  HISTORY     - Date     Condition        Report By
 OQ1178  HISTORY     - 1984     MONUMENTED       NGS
 OQ1178  HISTORY     - 19840419 GOOD             NGS
 OQ1178
 OQ1178                          STATION DESCRIPTION
 OQ1178
 OQ1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OQ1178'0.8 KM (0.50 MI) EAST ALONG OLD RAILROAD BED FROM THE MAIN STREET
 OQ1178'CROSSING IN FARMER, TO A POINT NEAR THE CENTER OF SECTION 16, 27.2 M
 OQ1178'(89.2 FT) EAST FROM A FENCE CORNER.
 OQ1178
 OQ1178                          STATION RECOVERY (1984)
 OQ1178
 OQ1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OQ1178'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED OMAHA 1924 NO 2
 OQ1178'1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM)
 OQ1178'IN DIAMETER FLUSH WITH THE GROUND. LOCATED IN AN EAST-WEST FENCE LINE.
 OQ1178'LOCATED 27.2 METERS (89.2 FT) E FROM A FENCE CORNER, 0.3 METER (1.0
 OQ1178'FT) W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1179 ***********************************************************************
 OQ1179  DESIGNATION -  OMAHA RM 3
 OQ1179  PID         -  OQ1179
 OQ1179  STATE/COUNTY-  SD/HANSON
 OQ1179  COUNTRY     -  US
 OQ1179  USGS QUAD   -  FARMER (2017)
 OQ1179
 OQ1179                         *CURRENT SURVEY CONTROL
 OQ1179  ______________________________________________________________________
 OQ1179* NAD 83(1986) POSITION- 43 43 25.95   (N) 097 40 36.21   (W)   HD_HELD1
 OQ1179* NAVD 88 ORTHO HEIGHT -   425.42  (+/-2cm)     1395.7   (feet) VERTCON3
 OQ1179  ______________________________________________________________________
 OQ1179  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 OQ1179  VERT ORDER      -  THIRD (See Below)
 OQ1179
 OQ1179.The horizontal coordinates were determined by differentially corrected
 OQ1179.hand held GPS observations or other comparable positioning techniques
 OQ1179.and have an estimated accuracy of +/- 3 meters.
 OQ1179
 OQ1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ1179
 OQ1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1179.GEOID18 height accuracy estimate available here.
 OQ1179
 OQ1179.The vertical order pertains to the NGVD 29 superseded value.
 OQ1179
 OQ1179.Click photographs - Photos may exist for this station.
 OQ1179
 OQ1179;                    North         East    Units  Estimated Accuracy
 OQ1179;SPC SD S     -   157,900.2     814,006.1     MT  (+/- 3 meters HH1 GPS) 
 OQ1179
 OQ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0658342055(NAD 83)
 OQ1179
 OQ1179                          SUPERSEDED SURVEY CONTROL
 OQ1179
 OQ1179  NGVD 29 (04/17/07)  425.13   (m)         1394.8    (f) RESET       3  
 OQ1179
 OQ1179.Superseded values are not recommended for survey control.
 OQ1179
 OQ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1179.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1179
 OQ1179_MARKER: DR = REFERENCE MARK DISK
 OQ1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1179_STAMPING: OMAHA 1924 NO 3 1984
 OQ1179_MARK LOGO: NGS
 OQ1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1179+STABILITY: SURFACE MOTION
 OQ1179
 OQ1179  HISTORY     - Date     Condition        Report By
 OQ1179  HISTORY     - 1984     MONUMENTED       NGS
 OQ1179  HISTORY     - 19840419 GOOD             NGS
 OQ1179
 OQ1179                          STATION DESCRIPTION
 OQ1179
 OQ1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OQ1179'0.8 KM (0.50 MI) EAST ALONG OLD RAILROAD BED FROM THE MAIN STREET
 OQ1179'CROSSING IN FARMER TO A POINT NEAR THE CENTER OF SECTION 16, 25.1 M
 OQ1179'(82.3 FT) SOUTH FROM THE SOUTH EDGE OF A ROCK PILE AND 0.9 M
 OQ1179'(3.0 FT) EAST FROM A FENCE CORNER.
 OQ1179
 OQ1179                          STATION RECOVERY (1984)
 OQ1179
 OQ1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OQ1179'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED OMAHA 1924 NO 3
 OQ1179'1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM)
 OQ1179'IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED IN
 OQ1179'AN EAST-WEST FENCE LINE, NEAR A CORNER AND DIRECTLY BELOW A CORNER
 OQ1179'BRACE.  LOCATED 25.1 METERS (82.3 FT) S FROM THE SOUTH EDGE OF A ROACK
 OQ1179'PILE.  0.9 METER (3.0 FT) E FROM A FENCE CORNER POST.  0.3 METER (1.0
 OQ1179'FT) NE FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2366 ***********************************************************************
 PU2366  DESIGNATION -  ONGE
 PU2366  PID         -  PU2366
 PU2366  STATE/COUNTY-  SD/LAWRENCE
 PU2366  COUNTRY     -  US
 PU2366  USGS QUAD   -  SAINT ONGE (2017)
 PU2366
 PU2366                         *CURRENT SURVEY CONTROL
 PU2366  ______________________________________________________________________
 PU2366* NAD 83(1996) POSITION- 44 32 23.23144(N) 103 42 33.23451(W)   ADJUSTED
 PU2366* NAVD 88 ORTHO HEIGHT -  1060.    (meters)     3478.    (feet) SCALED
 PU2366  ______________________________________________________________________
 PU2366  GEOID HEIGHT    -        -15.148 (meters)                     GEOID18
 PU2366  LAPLACE CORR    -         -6.50  (seconds)                    DEFLEC18
 PU2366  HORZ ORDER      -  SECOND
 PU2366
 PU2366.The horizontal coordinates were established by classical geodetic methods
 PU2366.and adjusted by the National Geodetic Survey in January 1998.
 PU2366
 PU2366.The orthometric height was scaled from a topographic map.
 PU2366
 PU2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2366.GEOID18 height accuracy estimate available here.
 PU2366
 PU2366.Click photographs - Photos may exist for this station.
 PU2366
 PU2366.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2366
 PU2366. The following values were computed from the NAD 83(1996) position.
 PU2366
 PU2366;                    North         East     Units Scale Factor Converg.
 PU2366;SPC SD N     -    85,254.794   305,316.514   MT  0.99997869   -2 37 30.6
 PU2366;SPC SD N     -   279,706.77  1,001,692.60   sFT  0.99997869   -2 37 30.6
 PU2366;UTM  13      - 4,932,638.816   602,543.513   MT  0.99972931   +0 54 19.5
 PU2366
 PU2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2366!SPC SD N     -   0.99983628  x   0.99997869  =   0.99981497
 PU2366!UTM  13      -   0.99983628  x   0.99972931  =   0.99956563
 PU2366
 PU2366:                Primary Azimuth Mark                     Grid Az
 PU2366:SPC SD N     -  ET 23 WDM                                178 20 57.7
 PU2366:UTM  13      -  ET 23 WDM                                174 49 07.6
 PU2366
 PU2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0254332638(NAD 83)
 PU2366
 PU2366|---------------------------------------------------------------------|
 PU2366| PID    Reference Object                     Distance      Geod. Az  |
 PU2366|                                                           dddmmss.s |
 PU2366| CQ3661 ONGE RM 1                            18.623 METERS 10027     |
 PU2366| PU2328 ET 23 WDM                           APPROX. 7.2 KM 1754327.1 |
 PU2366| CQ3662 ONGE RM 2                            12.117 METERS 35732     |
 PU2366|---------------------------------------------------------------------|
 PU2366
 PU2366                          SUPERSEDED SURVEY CONTROL
 PU2366
 PU2366  NAD 83(1993)-  44 32 23.22508(N)    103 42 33.23616(W) AD(       ) 2
 PU2366  NAD 83(1986)-  44 32 23.22072(N)    103 42 33.22961(W) AD(       ) 2
 PU2366  NAD 27      -  44 32 23.28020(N)    103 42 31.52020(W) AD(       ) 2
 PU2366
 PU2366.Superseded values are not recommended for survey control.
 PU2366
 PU2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2366.See file dsdata.pdf to determine how the superseded data were derived.
 PU2366
 PU2366_MARKER: DS = TRIANGULATION STATION DISK
 PU2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2366_STAMPING: ONGE 1962
 PU2366_MARK LOGO: CGS
 PU2366_PROJECTION: FLUSH
 PU2366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2366+STABILITY: SURFACE MOTION
 PU2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2366+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2018
 PU2366
 PU2366  HISTORY     - Date     Condition        Report By
 PU2366  HISTORY     - 1962     MONUMENTED       CGS
 PU2366  HISTORY     - 19840919 GOOD             NGS
 PU2366  HISTORY     - 20180916 GOOD             SDDT
 PU2366
 PU2366                          STATION DESCRIPTION
 PU2366
 PU2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2366'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF SAINT ONGE
 PU2366'AND 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD.
 PU2366'
 PU2366'TO REACH THE STATION FROM THE CAUTION LIGHT AT SAINT ONGE,
 PU2366'GO EAST ON MAIN GRAVEL ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN
 PU2366'RIGHT, SOUTH FOR 0.5 MILE TO THE STATION ON THE RIGHT AS
 PU2366'DESCRIBED.
 PU2366'
 PU2366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 PU2366'ROAD FOR 0.4 MILE TO STATE HIGHWAY 34.  TURN LEFT, SOUTHEAST
 PU2366'ON STATE HIGHWAY 34 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN
 PU2366'LEFT, EAST ON GRAVEL ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.
 PU2366'TURN RIGHT, SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 PU2366'LEFT AS DESCRIBED.
 PU2366'
 PU2366'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2366'CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND
 PU2366'AND IS STAMPED ONGE 1962.  IT IS 34 FEET WEST OF THE CENTER
 PU2366'OF A NORTH-SOUTH GRAVELED ROAD, 5 FEET NORTHEAST OF A METAL
 PU2366'WITNESS POST AND 4 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 PU2366'
 PU2366'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2366'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 PU2366'GROUND AND IS STAMPED ONGE NO 1 1962.  IT IS 24 FEET EAST
 PU2366'OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD AND 2 FEET WEST OF A
 PU2366'NORTH-SOUTH FENCE LINE.  IT IS 3 FEET LOWER THAN THE STATION.
 PU2366'
 PU2366'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2366'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 PU2366'GROUND AND IS STAMPED ONGE NO 2 1962.  IT IS 36 FEET WEST OF
 PU2366'THE CENTER OF A NORTH-SOUTH GRAVEL ROAD AND 2 FEET EAST OF A
 PU2366'NORTH-SOUTH FENCE LINE.  IT IS 2 FEET HIGHER THAN THE STATION.
 PU2366
 PU2366                          STATION RECOVERY (1984)
 PU2366
 PU2366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PU2366'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 PU2366'MARKS 1 AND 2 WERE REECOVERED IN STABLE CONDITION BUT APPEAR TO BE
 PU2366'TILTED A SMALL AMOUNT.  DIFFERENCES IN DISTANCES AND DIRECTIONS TO
 PU2366'THEM WERE VERIFIED AND ARE SHOWN IN THE BOX SCORE ABOVE.  BENCH MARKS
 PU2366'N 386 AND X 24 WERE OBSERVED AND WILL SUFFICE FOR AZIMUTH MARKS.  THE
 PU2366'1962 DESCRIPTIVE TEXT DESCRIBES ONLY A ROUTE TO AN AZIMUTH MARK IN THE
 PU2366'BODY OF THE TEXT.  HOWEVER, THE BOX SCORE AND DATA SHEET ONLY LIST ET
 PU2366'23 WDM USGS, AND THE AZIMUTH MARK MENTIONED WAS NOT RECOVERED.  NEW
 PU2366'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 1.2 KM (0.75
 PU2366'MI) SOUTHEAST OF SAINT ONGE, ALONG THE WEST SIDE OF A GRAVELED ROAD,
 PU2366'ABOUT MIDWAY BETWEEN THE SAINT ONGE LIVESTOCK AUCTION AND HIGHWAY 34.
 PU2366'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND HIGHWAY
 PU2366'34 IN SAINT ONGE, GO EAST ON MAIN STREET, THEN GRAVELED ROAD, FOR 1.1
 PU2366'KM (0.70 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 PU2366'FOR 0.8 KM (0.50 MI) TO TOP OF A HILL AND STATION ON THE RIGHT.  THE
 PU2366'STATION IS A STANDARD CGS DISK STAMPED ONGE 1962 SET INTO THE OF A
 PU2366'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE
 PU2366'GROUND.  LOCATED 10.7 METERS (35.1 FT) W FROM THE CENTER OF THE
 PU2366'GRAVELED ROAD.  1.5 METER (4.9 FT) NE FROM A WITNESS POST.  1.2 METERS
 PU2366'(3.9 FT) E FROM A FENCE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 PU2366'STAMPED ONGE NO 1 1962 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PU2366'12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 7.0
 PU2366'METER (23.0 FT) E FROM THE CENTER OF THE ROAD.  0.3 METER (1.0 FT) E
 PU2366'FROM THE EAST RIGHT-OF-WAY FENCE AND 2 FEET, (0.6 M) 0.6 METERS (2.0
 PU2366'FT) LOWER THAN THE STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 PU2366'STAMPED ONGE NO 2 1962 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PU2366'12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 11.1
 PU2366'METERS (36.4 FT) W FROM THE CENTER OF THE ROAD.  0.6 METER (2.0 FT) E
 PU2366'FROM THE WEST RIGHT-OF-WAY FENCE AND 1 FEET (0.3 M) HIGHER THAN THE
 PU2366'STATION.  THE AZIMUTH MARK IS A STANDARD CGS BENCH MARK DISK STAMPED N
 PU2366'368 1962 SET IN THE TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 15 CM
 PU2366'(6 INCHES).  IT IS 13.7 M (44.9 FT) NORTHEAST OF NORTHEAST RAIL OF
 PU2366'RAILROAD TRACK, 13.4 M (44.0 FT) SOUTH OF ROAD CENTER, 0.45 M (1.48
 PU2366'FT) SW OF POST.  THE AZMUTH MARK IS A STANDARD CGS DISK STAMPED X 24
 PU2366'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20 CM) IN
 PU2366'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED IN THE
 PU2366'NORTHWEST CORNER OF A PASTURE, IN CORNER OF FENCE JUNCTION.  LOCATED
 PU2366'15.2 METERS (49.9 FT) NE FROM THE NORTHEAST RAILROAD TRACK.  0.9 METER
 PU2366'(3.0 FT) SE FROM A FENCE.  0.75 METER (2.46 FT) NE FROM A WITNESS
 PU2366'POST.  0.8 METER (2.6 FT) NE FROM A FENCE.  TO REACH THE AZIMUTH MARK
 PU2366'FROM THE INTERSECTION OF MAIN STREET AND HIGHWAY 34 IN SAINT ONGE, GO
 PU2366'SOUTHEAST ON HIGHWAY 34 FOR 1.1 KM (0.70 MI) TO BENCH MARK X 24 ON THE
 PU2366'LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 34 FOR 1.0 KM (0.60 MI) TO BENCH
 PU2366'MARK N 368 ON THE LEFT, AT ROAD LEFT, THAT CROSSES RAILROAD TRACK.
 PU2366
 PU2366                          STATION RECOVERY (2018)
 PU2366
 PU2366'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU2366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0977 ***********************************************************************
 PT0977  DESIGNATION -  ONIDA
 PT0977  PID         -  PT0977
 PT0977  STATE/COUNTY-  SD/SULLY
 PT0977  COUNTRY     -  US
 PT0977  USGS QUAD   -  ONIDA (2017)
 PT0977
 PT0977                         *CURRENT SURVEY CONTROL
 PT0977  ______________________________________________________________________
 PT0977* NAD 83(1996) POSITION- 44 41 04.55670(N) 100 04 46.09705(W)   ADJUSTED
 PT0977* NAVD 88 ORTHO HEIGHT -   585.7   (meters)     1922.    (feet) VERTCON3
 PT0977  ______________________________________________________________________
 PT0977  GEOID HEIGHT    -        -23.059 (meters)                     GEOID18
 PT0977  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 PT0977  HORZ ORDER      -  FIRST
 PT0977
 PT0977.The horizontal coordinates were established by classical geodetic methods
 PT0977.and adjusted by the National Geodetic Survey in January 1998.
 PT0977
 PT0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0977
 PT0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0977.GEOID18 height accuracy estimate available here.
 PT0977
 PT0977.Click photographs - Photos may exist for this station.
 PT0977
 PT0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0977
 PT0977. The following values were computed from the NAD 83(1996) position.
 PT0977
 PT0977;                    North         East     Units Scale Factor Converg.
 PT0977;SPC SD N     -    94,597.510   593,699.906   MT  0.99995947   -0 03 22.5
 PT0977;SPC SD N     -   310,358.66  1,947,830.44   sFT  0.99995947   -0 03 22.5
 PT0977;UTM  14      - 4,948,481.033   414,455.609   MT  0.99968999   -0 45 32.9
 PT0977
 PT0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0977!SPC SD N     -   0.99991179  x   0.99995947  =   0.99987127
 PT0977!UTM  14      -   0.99991179  x   0.99968999  =   0.99960181
 PT0977
 PT0977:                Primary Azimuth Mark                     Grid Az
 PT0977:SPC SD N     -  ONIDA AZ MK                              080 39 01.9
 PT0977:UTM  14      -  ONIDA AZ MK                              081 21 12.3
 PT0977
 PT0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1445548481(NAD 83)
 PT0977
 PT0977|---------------------------------------------------------------------|
 PT0977| PID    Reference Object                     Distance      Geod. Az  |
 PT0977|                                                           dddmmss.s |
 PT0977| PT0970 AGAR MUNICIPAL TANK                 APPROX.17.2 KM 0012105.1 |
 PT0977| PT0971 AGAR ST MARYS CATH CH CROSS         APPROX.17.1 KM 0015627.1 |
 PT0977| PT0972 AGAR ST JOHNS EVAN LUTH CHURCH      APPROX.17.2 KM 0045751.3 |
 PT0977| PT0978 ONIDA MUNICIPAL TANK                APPROX. 2.9 KM 0195344.8 |
 PT0977| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX. 2.9 KM 0214231.4 |
 PT0977| CO6561 ONIDA AZ MK                                        0803539.4 |
 PT0977| CO6562 ONIDA RM 1                           89.779 METERS 23411     |
 PT0977| CO6564 ONIDA RM 5                           75.548 METERS 23416     |
 PT0977| CO6565 ONIDA RM 6                           73.850 METERS 30318     |
 PT0977| CO6563 ONIDA RM 2                           94.156 METERS 31008     |
 PT0977|---------------------------------------------------------------------|
 PT0977
 PT0977                          SUPERSEDED SURVEY CONTROL
 PT0977
 PT0977  NAD 83(1986)-  44 41 04.55158(N)    100 04 46.10170(W) AD(       ) 1
 PT0977  NAD 27      -  44 41 04.61600(N)    100 04 44.66000(W) AD(       ) 1
 PT0977  NGVD 29 (07/19/86)  585.3    (m)         1920.     (f) VERT ANG       
 PT0977
 PT0977.Superseded values are not recommended for survey control.
 PT0977
 PT0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0977.See file dsdata.pdf to determine how the superseded data were derived.
 PT0977
 PT0977_MARKER: DS = TRIANGULATION STATION DISK
 PT0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0977_STAMPING: ONIDA 1934
 PT0977_MARK LOGO: CGS
 PT0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0977+STABILITY: SURFACE MOTION
 PT0977
 PT0977  HISTORY     - Date     Condition        Report By
 PT0977  HISTORY     - 1934     MONUMENTED       CGS
 PT0977  HISTORY     - 1941     SEE DESCRIPTION  SDDT
 PT0977  HISTORY     - 1951     GOOD             CGS
 PT0977  HISTORY     - 1968     GOOD             CGS
 PT0977
 PT0977                          STATION DESCRIPTION
 PT0977
 PT0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0977'STATION IS LOCATED ABOUT 1-1/2 MILES SSW OF ONIDA, AND 0.8
 PT0977'MILE W OF U.S. HIGHWAY 83, ON A FLAT-TOPPED HILL IN A WHEAT
 PT0977'FIELD.  IT IS IN SEC. 14, T 114, R 77 W.
 PT0977'
 PT0977'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT0977'BRONZE DISKS SET IN CONCRETE.
 PT0977'
 PT0977'THE STATION MARK IS 18 INCHES BELOW THE SURFACE OF THE GROUND.
 PT0977'IT IS ON THE HIGHEST POINT OF THE HIGHEST HILL IN THE IMMEDIATE
 PT0977'VICINITY.
 PT0977'
 PT0977'REFERENCE MARK NO. 1 IS SW OF THE STATION AND PROJECTS 4 INCHES.
 PT0977'IT IS 35 FEET E OF THE CENTER LINE OF A N AND S SECTION LINE
 PT0977'ROAD.
 PT0977'
 PT0977'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 4 INCHES.
 PT0977'IT IS 37 FEET E OF THE CENTER LINE OF THE ROAD MENTIONED ABOVE,
 PT0977'AND 391 FEET S OF FENCE CORNER.
 PT0977'
 PT0977'THE AZIMUTH MARK IS E OF THE STATION AND PROJECTS 3 INCHES.
 PT0977'IT IS 30 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 83, AND 0.1
 PT0977'MILE N OF RAILROAD GRADE CROSSING ON U.S. HIGHWAY 83.
 PT0977'
 PT0977'TO REACH THE STATION FROM THE COURTHOUSE IN ONIDA, GO S ON
 PT0977'THE MAIN STREET, 0.5 MILE.  TURN RIGHT, W, AND GO 0.2 MILE
 PT0977'(CROSSING RAILROAD TRACKS AT 0.1 MILE), THEN TURN LEFT, S, AND GO
 PT0977'0.4 MILE.  THEN TURN RIGHT, W, AND GO 0.5 MILE.  THEN TURN LEFT,
 PT0977'S, AND GO 0.6 MILE TO TOP OF GRADE.  HERE LEAVE ROAD, TURN
 PT0977'LEFT, E, AND GO ACROSS FIELD 150 YARDS TO TOP OF HILL AND
 PT0977'STATION.
 PT0977'
 PT0977'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 PT0977
 PT0977                          STATION RECOVERY (1941)
 PT0977
 PT0977'RECOVERY NOTE BY SD DEPT OF TRANSP 1941
 PT0977'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE REFERENCE
 PT0977'MARKS 1 AND 2.
 PT0977'
 PT0977'REFERENCE MARK 3 (1941) WAS SET IN LINE FROM THE STATION TO
 PT0977'REFERENCE MARK 1, 46.36 FEET NEARER THE STATION MARK.
 PT0977'
 PT0977'REFERENCE MARK 4 WAS SET ON LINE FROM STATION TO REFERENCE MARK
 PT0977'2, 51.61 FEET NEARER THE STATION MARK.
 PT0977'
 PT0977'REFERENCE MARKS 1 AND 2 WERE TORN OUT.
 PT0977
 PT0977                          STATION RECOVERY (1951)
 PT0977
 PT0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PT0977'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND AZIMUTH
 PT0977'MARK WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3
 PT0977'WAS BROKEN OFF AND A NEW REFERENCE MARK NO. 5 WAS SET.  REFERENCE
 PT0977'MARK NO. 4 IS IN FIELD AND IS NOW FARMED OVER.  A SEARCH WAS NOT
 PT0977'MADE FOR THE MARK.  REFERENCE MARK NO. 6 WAS SET IN ITS PLACE.  A
 PT0977'COMPLETE AND NEW DESCRIPTION FOLLOWS--
 PT0977'
 PT0977'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH SOUTHWEST OF ONIDA
 PT0977'ON A FLAT TOPPED HILL.  IT IS 264 FEET EAST OF THE APPROXIMATE
 PT0977'CENTERLINE OF U.S. HIGHWAY NO. 83 AND 202 FEET EAST OF A
 PT0977'RIGHT-OF-WAY FENCELINE.  THE MARK IS SET APPROXIMATELY 16 INCHES
 PT0977'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ONIDA
 PT0977'1934.
 PT0977'
 PT0977'REFERENCE MARK NO. 5 IS 63 FEET EAST OF THE CENTERLINE OF THE
 PT0977'HIGHWAY AND 0.5 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 PT0977'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED ONIDA NO 5 1951.
 PT0977'
 PT0977'REFERENCE MARK NO. 6 IS 62 FEET EAST OF THE CENTERLINE OF THE
 PT0977'HIGHWAY, 22 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVE
 PT0977'AND 1.8 FEET SOUTH OF A WHITE WITNESS POST AND 0.5 FEET WEST OF A
 PT0977'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PT0977'THE DISK IS STAMPED ONIDA NO 6 1951.
 PT0977'
 PT0977'AZIMUTH MARK IS 31 FEET WEST OF A GRAVEL ROAD.  THE MARK PROJECTS
 PT0977'ABOUT 3 INCHES AND THE DISK IS STAMPED ONIDA 1934.
 PT0977'
 PT0977'TO REACH THE STATION FROM THE COURT HOUSE IN ONIDA, GO SOUTH ON
 PT0977'THE MAIN STREET FOR 0.2 MILE TO A CROSS STREET.  TURN RIGHT
 PT0977'(WEST) AND GO 0.7 MILE TO U.S. HIGHWAY 83.  TURN LEFT (SOUTH)
 PT0977'AND FOLLOW THE HIGHWAY FOR 1.35 MILES (THE STATION IS ABOUT 100
 PT0977'YARDS EAST OF THIS POINT).  CONTINUE ON HIGHWAY FOR 0.4 MILE TO
 PT0977'A TRACK ROAD LEFT.  TURN LEFT AND GO ABOUT 100 FEET.  (TO REACH
 PT0977'AZIMUTH MARK FROM THIS POINT CONTINUE EAST ON TRACK ROAD FOR
 PT0977'1.0 MILE TO A GRAVEL CROSSROAD.  TURN LEFT (NORTH) AND GO 0.55
 PT0977'MILE TO A SIGN BOARD ON THE RIGHT AND MARK ON LEFT AS
 PT0977'DESCRIBED.) TURN LEFT (NORTH) AND GO ALONG EAST SIDE OF FENCE
 PT0977'FOR 0.4 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 PT0977'
 PT0977'HEIGHT OF SIGANL ABOVE STATION MARK.  22 METERS
 PT0977
 PT0977                          STATION RECOVERY (1968)
 PT0977
 PT0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PT0977'STATION RECOVERED AS DESCRIBED AND ALL
 PT0977'MARKS FOUND IN GOOD CONDITION.  AZIMUTH MARK IS EXPOSED SLIGHTLY
 PT0977'ON THE EAST SIDE BUT IS SOLID IN THE GROUND AND DOES NOT APPEAR
 PT0977'TO HAVE BEEN MOVED.  THE FENCE HAS BEEN MOVED AND REFERENCE MARKS
 PT0977'NO. 5 AND 6 ARE 1 FOOT EAST OF THE FENCE INSTEAD OF 0.5 FOOT
 PT0977'WEST OF THE FENCE AS STATED IN THE 1951 DESCRIPTION.
 PT0977'
 PT0977'WITNESS POSTS WERE SET 1 FOOT NORTH OF R.M. NO. 6 AND 1 FOOT
 PT0977'WEST OF THE AZIMUTH MARK.
 PT0977'
 PT0977'DISTANCE BETWEEN R.M. NO. 5 AND R.M. NO. 6 IS 276.52 FEET OR
 PT0977'83.978 METERS.
 PT0977'
 PT0977'THE 1951 TO REACH DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0979 ***********************************************************************
 PT0979  DESIGNATION -  ONIDA SULLY CO CTHSE FINIAL
 PT0979  PID         -  PT0979
 PT0979  STATE/COUNTY-  SD/SULLY
 PT0979  COUNTRY     -  US
 PT0979  USGS QUAD   -  ONIDA (2017)
 PT0979
 PT0979                         *CURRENT SURVEY CONTROL
 PT0979  ______________________________________________________________________
 PT0979* NAD 83(1996) POSITION- 44 42 30.36793(N) 100 03 58.18807(W)   ADJUSTED
 PT0979  ______________________________________________________________________
 PT0979  GEOID HEIGHT    -        -23.018 (meters)                     GEOID18
 PT0979  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 PT0979  HORZ ORDER      -  THIRD
 PT0979
 PT0979.The horizontal coordinates were established by classical geodetic methods
 PT0979.and adjusted by the National Geodetic Survey in January 1998.
 PT0979
 PT0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0979.GEOID18 height accuracy estimate available here.
 PT0979
 PT0979.Click photographs - Photos may exist for this station.
 PT0979
 PT0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0979
 PT0979. The following values were computed from the NAD 83(1996) position.
 PT0979
 PT0979;                    North         East     Units Scale Factor Converg.
 PT0979;SPC SD N     -    97,245.295   594,757.066   MT  0.99995691   -0 02 48.6
 PT0979;SPC SD N     -   319,045.61  1,951,298.81   sFT  0.99995691   -0 02 48.6
 PT0979;UTM  14      - 4,951,114.937   415,544.886   MT  0.99968771   -0 45 00.3
 PT0979
 PT0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1554451114(NAD 83)
 PT0979
 PT0979                          SUPERSEDED SURVEY CONTROL
 PT0979
 PT0979  NAD 83(1986)-  44 42 30.36231(N)    100 03 58.19269(W) AD(       ) 3
 PT0979  NAD 27      -  44 42 30.42800(N)    100 03 56.75500(W) AD(       ) 3
 PT0979
 PT0979.Superseded values are not recommended for survey control.
 PT0979
 PT0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0979.See file dsdata.pdf to determine how the superseded data were derived.
 PT0979
 PT0979_MARKER: 82 = FINIAL
 PT0979
 PT0979  HISTORY     - Date     Condition        Report By
 PT0979  HISTORY     - 1934     FIRST OBSERVED   CGS
 PT0979  HISTORY     - 1960     GOOD             CGS
 PT0979
 PT0979                          STATION DESCRIPTION
 PT0979
 PT0979'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2164 ***********************************************************************
 PU2164  DESIGNATION -  OPAL
 PU2164  PID         -  PU2164
 PU2164  STATE/COUNTY-  SD/MEADE
 PU2164  COUNTRY     -  US
 PU2164  USGS QUAD   -  OPAL EAST (2017)
 PU2164
 PU2164                         *CURRENT SURVEY CONTROL
 PU2164  ______________________________________________________________________
 PU2164* NAD 83(1996) POSITION- 44 55 25.58543(N) 102 28 26.06145(W)   ADJUSTED
 PU2164* NAVD 88 ORTHO HEIGHT -   835.    (meters)     2739.    (feet) SCALED
 PU2164  ______________________________________________________________________
 PU2164  GEOID HEIGHT    -        -18.394 (meters)                     GEOID18
 PU2164  LAPLACE CORR    -         -7.20  (seconds)                    DEFLEC18
 PU2164  HORZ ORDER      -  SECOND
 PU2164
 PU2164.The horizontal coordinates were established by classical geodetic methods
 PU2164.and adjusted by the National Geodetic Survey in January 1998.
 PU2164
 PU2164.The orthometric height was scaled from a topographic map.
 PU2164
 PU2164.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2164.GEOID18 height accuracy estimate available here.
 PU2164
 PU2164.Click photographs - Photos may exist for this station.
 PU2164
 PU2164.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2164
 PU2164. The following values were computed from the NAD 83(1996) position.
 PU2164
 PU2164;                    North         East     Units Scale Factor Converg.
 PU2164;SPC SD N     -   124,155.968   404,723.690   MT  0.99994157   -1 45 03.2
 PU2164;SPC SD N     -   407,335.04  1,327,830.97   sFT  0.99994157   -1 45 03.2
 PU2164;UTM  13      - 4,977,587.107   699,358.921   MT  1.00008873   +1 47 03.9
 PU2164
 PU2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2164!SPC SD N     -   0.99987191  x   0.99994157  =   0.99981349
 PU2164!UTM  13      -   0.99987191  x   1.00008873  =   0.99996063
 PU2164
 PU2164:                Primary Azimuth Mark                     Grid Az
 PU2164:SPC SD N     -  OPAL AZ MK                               161 47 53.1
 PU2164:UTM  13      -  OPAL AZ MK                               158 15 46.0
 PU2164
 PU2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9935877587(NAD 83)
 PU2164
 PU2164|---------------------------------------------------------------------|
 PU2164| PID    Reference Object                     Distance      Geod. Az  |
 PU2164|                                                           dddmmss.s |
 PU2164| CQ3664 OPAL RM 1                            12.958 METERS 13008     |
 PU2164| CQ3663 OPAL AZ MK                                         1600249.9 |
 PU2164| CQ3665 OPAL RM 2                            12.100 METERS 25506     |
 PU2164|---------------------------------------------------------------------|
 PU2164
 PU2164                          SUPERSEDED SURVEY CONTROL
 PU2164
 PU2164  NAD 83(1993)-  44 55 25.57714(N)    102 28 26.06055(W) AD(       ) 2
 PU2164  NAD 83(1986)-  44 55 25.57703(N)    102 28 26.06066(W) AD(       ) 2
 PU2164  NAD 27      -  44 55 25.61920(N)    102 28 24.46580(W) AD(       ) 2
 PU2164
 PU2164.Superseded values are not recommended for survey control.
 PU2164
 PU2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2164.See file dsdata.pdf to determine how the superseded data were derived.
 PU2164
 PU2164_MARKER: DS = TRIANGULATION STATION DISK
 PU2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2164_STAMPING: OPAL 1951
 PU2164_MARK LOGO: CGS
 PU2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2164+STABILITY: SURFACE MOTION
 PU2164
 PU2164  HISTORY     - Date     Condition        Report By
 PU2164  HISTORY     - 1951     MONUMENTED       CGS
 PU2164  HISTORY     - 1962     GOOD             CGS
 PU2164
 PU2164                          STATION DESCRIPTION
 PU2164
 PU2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2164'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MAURINE, ABOUT
 PU2164'2 MILES NORTHEAST OF OPAL, IN THE SOUTHEAST 1/4 SECTION 12,
 PU2164'T 11 N, R 13 E, AND ON LAND OWNED BY MOTTLIAS MOELTER.
 PU2164'
 PU2164'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN OPAL, GO
 PU2164'EAST FOR 0.8 MILE ON A GRAVELED ROAD TO A SECTION LINE ROAD
 PU2164'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE SECTION LINE ROAD
 PU2164'FOR 1.95 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PU2164'NORTH FOR 0.4 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT
 PU2164'THROUGH THE GATE AND GO SOUTHWEST ACROSS COUNTRY FOR 0.2 MILE
 PU2164'TO THE TOP OF A HILL AND THE STATION.
 PU2164'
 PU2164'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2164'OPAL 1951.
 PU2164'
 PU2164'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2164'OPAL NO 1 1951.
 PU2164'
 PU2164'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2164'OPAL NO 2 1951.
 PU2164'
 PU2164'THE AZIMUTH MARK IS 43 FEET EAST OF THE CENTER OF THE SECTION
 PU2164'LINE ROAD.  IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 PU2164'OPAL 1951.
 PU2164'
 PU2164'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2164'CONCRETE CYLINDERS.
 PU2164
 PU2164                          STATION RECOVERY (1962)
 PU2164
 PU2164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2164'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 PU2164'MARK WERE RECOVERED AND WERE FOUND TO BE IN GOOD CONDITION AS
 PU2164'DESCRIBED WITH THE EXCEPTION OF A SLIGHT DISCREPANCY IN THE
 PU2164'DISTANCE TO REFERENCE MARK 1 AND THE DIRECTION TO THE AZIMUTH
 PU2164'MARK.  THE CURRENT MEASUREMENTS WERE VERIFIED.  THE ORIGINAL
 PU2164'DESCRIPTION IS ADEQUATE FOR RECOVERY HOWEVER A COMPLETE NEW
 PU2164'DESCRIPTION IS AS FOLLOWS.
 PU2164'
 PU2164'THE STATION IS LOCATED 9 MILES SOUTHEAST OF MAURINE, 6-3/4 MILES
 PU2164'SOUTH OF U.S. HIGHWAY 212 AND ABOUT 2-1/4 MILES NORTH OF THE
 PU2164'POST OFFICE AT OPAL, AND ON THE SUMMIT OF A PROMINENT GRASSY
 PU2164'KNOLL THAT IS ON THE PROPERTY OF MR. GEORGE HLAVKA.
 PU2164'
 PU2164'TO REACH FROM THE MAURINE POST OFFICE, WHICH IS 0.4 MILE EAST
 PU2164'OF THE SERVICE STATION AND GENERAL STORE, DRIVE EAST ALONG
 PU2164'U.S. HIGHWAY 212 FOR 7.75 MILES TO A GRAVEL ROAD RIGHT AND
 PU2164'SIGN OPAL 11.  TURN RIGHT AND FOLLOW GRAVELED ROAD SOUTH FOR
 PU2164'6.45 MILES TO A METAL GATE ON THE RIGHT, WEST, SIDE OF ROAD
 PU2164'AND SIGN GEORGE HLAVKA.  TURN RIGHT, PASS THROUGH GATE, AND
 PU2164'DRIVE WEST ON RANCH ROAD FOR 1.0 MILE TO WIRE GATE.  PASS
 PU2164'THROUGH GATE AND CONTINUE WEST AND SOUTHWEST FOR 0.2 MILE TO THE
 PU2164'SECOND AND OLDER HOUSE OF TWO.  FROM SOUTHEAST CORNER
 PU2164'OF HOUSE DRIVE SOUTH FOR 0.1 MILE TO A WIRE GATE, PASS
 PU2164'THROUGH AND CONTINUE SOUTH FOR 0.5 MILE TO A FORK.  TAKE
 PU2164'LEFT FORK AND DRIVE 0.45 MILE TO A BRIDGE.  CROSS BRIDGE AND
 PU2164'CONTINUE SOUTH ON TRACK ROAD FOR ABOUT 0.2 MILE TO A WIRE
 PU2164'GATE IMMEDIATELY EAST OF A FENCE CORNER.  PASS AROUND
 PU2164'FENCE CORNER AND DRIVE SOUTH, PARALLEL TO FENCE, THENCE
 PU2164'SOUTHWEST, A TOTAL DISTANCE OF 0.3 MILE, TO SUMMIT OF KNOLL
 PU2164'AND THE STATION.
 PU2164'
 PU2164'THE STATION MARK IS A STANDARD DISK STAMPED OPAL 1951 SET IN
 PU2164'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PU2164'6 INCHES ABOVE THE GROUND.  IT IS 5 FEET SOUTH OF A METAL
 PU2164'WITNESS POST.
 PU2164'
 PU2164'REFERENCE MARK 1, A STANDARD DISK STAMPED OPAL NO 1 1951, IS SET
 PU2164'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PU2164'PROJECTS 8 INCHES AND IS AT APPROXIMATELY THE SAME ELEVATION
 PU2164'AS THE STATION MARK.
 PU2164'
 PU2164'REFERENCE MARK 2, A STANDARD DISK STAMPED OPAL NO 2 1951, IS
 PU2164'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PU2164'PROJECTS 8 INCHES ABOVE THE GROUND AND IS AT ABOUT THE SAME
 PU2164'ELEVATION AS THE STATION MARK.
 PU2164'
 PU2164'THE AZIMUTH MARK, A STANDARD DISK STAMPED OPAL 1951, IS SET IN
 PU2164'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PU2164'6 INCHES ABOVE THE GROUND.  IT IS 43 FEET EAST OF THE CENTER
 PU2164'LINE OF THE OLD SECTION LINE ROAD, 24 FEET EAST OF THE SECTION
 PU2164'LINE FENCE AND ON THE CREST AND WEST SLOPE OF A SLIGHT RIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0625 ***********************************************************************
 QR0625  DESIGNATION -  ORDWAY 2
 QR0625  PID         -  QR0625
 QR0625  STATE/COUNTY-  SD/BROWN
 QR0625  COUNTRY     -  US
 QR0625  USGS QUAD   -  RICHMOND (2017)
 QR0625
 QR0625                         *CURRENT SURVEY CONTROL
 QR0625  ______________________________________________________________________
 QR0625* NAD 83(1996) POSITION- 45 34 34.24040(N) 098 32 47.05523(W)   NO CHECK
 QR0625* NAVD 88 ORTHO HEIGHT -   421.3   (meters)     1382.    (feet) VERTCON3
 QR0625  ______________________________________________________________________
 QR0625  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 QR0625  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC18
 QR0625  HORZ ORDER      -  SECOND
 QR0625
 QR0625.The horizontal coordinates were established by classical geodetic methods
 QR0625.and adjusted by the National Geodetic Survey in January 1998.
 QR0625
 QR0625.No horizontal observational check was made to the station.
 QR0625
 QR0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0625
 QR0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0625.GEOID18 height accuracy estimate available here.
 QR0625
 QR0625.Click photographs - Photos may exist for this station.
 QR0625
 QR0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0625
 QR0625. The following values were computed from the NAD 83(1996) position.
 QR0625
 QR0625;                    North         East     Units Scale Factor Converg.
 QR0625;SPC SD N     -   194,693.018   713,448.684   MT  0.99998108   +1 01 43.6
 QR0625;SPC SD N     -   638,755.34  2,340,706.22   sFT  0.99998108   +1 01 43.6
 QR0625;UTM  14      - 5,047,059.752   535,390.160   MT  0.99961540   +0 19 26.2
 QR0625
 QR0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0625!SPC SD N     -   0.99993777  x   0.99998108  =   0.99991885
 QR0625!UTM  14      -   0.99993777  x   0.99961540  =   0.99955319
 QR0625
 QR0625:                Primary Azimuth Mark                     Grid Az
 QR0625:SPC SD N     -  ORDWAY 2 AZ MK                           067 13 18.2
 QR0625:UTM  14      -  ORDWAY 2 AZ MK                           067 55 35.6
 QR0625
 QR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3539047059(NAD 83)
 QR0625
 QR0625|---------------------------------------------------------------------|
 QR0625| PID    Reference Object                     Distance      Geod. Az  |
 QR0625|                                                           dddmmss.s |
 QR0625| CO6572 ORDWAY 2 RM 3                        20.659 METERS 00041     |
 QR0625| QR0624 ORDWAY 2 AZ MK                      APPROX. 0.9 KM 0681501.8 |
 QR0625| QR0623 ORDWAY                               39.985 METERS 15951     |
 QR0625| QR0574 ABERDEEN MUNICIPAL TANK             APPROX.14.5 KM 1603353.1 |
 QR0625| CO6571 ORDWAY RM 2                          11.537 METERS 19521     |
 QR0625|---------------------------------------------------------------------|
 QR0625
 QR0625                          SUPERSEDED SURVEY CONTROL
 QR0625
 QR0625  NAD 83(1986)-  45 34 34.25437(N)    098 32 47.04373(W) AD(       ) 2
 QR0625  NAD 27      -  45 34 34.33683(N)    098 32 45.70242(W) AD(       ) 2
 QR0625  NGVD 29 (07/19/86)  421.0    (m)         1381.     (f) VERT ANG       
 QR0625
 QR0625.Superseded values are not recommended for survey control.
 QR0625
 QR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0625.See file dsdata.pdf to determine how the superseded data were derived.
 QR0625
 QR0625_MARKER: DH = HORIZONTAL CONTROL DISK
 QR0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0625_STAMPING: ORDWAY 2 1978
 QR0625_MARK LOGO: NGS
 QR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0625+STABILITY: SURFACE MOTION
 QR0625
 QR0625  HISTORY     - Date     Condition        Report By
 QR0625  HISTORY     - 1978     MONUMENTED       NGS
 QR0625
 QR0625                          STATION DESCRIPTION
 QR0625
 QR0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QR0625'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF ORDWAY, 5.6 MI
 QR0625'(9.0 KM) SOUTH-SOUTHWEST OF WESTPORT AND 5.1 MI (8.2 KM) NORTHEAST OF
 QR0625'RICHMOND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0624 ***********************************************************************
 QR0624  DESIGNATION -  ORDWAY 2 AZ MK
 QR0624  PID         -  QR0624
 QR0624  STATE/COUNTY-  SD/BROWN
 QR0624  COUNTRY     -  US
 QR0624  USGS QUAD   -  RICHMOND (2017)
 QR0624
 QR0624                         *CURRENT SURVEY CONTROL
 QR0624  ______________________________________________________________________
 QR0624* NAD 83(1996) POSITION- 45 34 44.56098(N) 098 32 10.21070(W)   NO CHECK
 QR0624* NAVD 88 ORTHO HEIGHT -   414.1   (meters)     1359.    (feet) VERTCON3
 QR0624  ______________________________________________________________________
 QR0624  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 QR0624  LAPLACE CORR    -         -5.66  (seconds)                    DEFLEC18
 QR0624  HORZ ORDER      -  THIRD
 QR0624
 QR0624.The horizontal coordinates were established by classical geodetic methods
 QR0624.and adjusted by the National Geodetic Survey in January 1998.
 QR0624
 QR0624.No horizontal observational check was made to the station.
 QR0624
 QR0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0624
 QR0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0624.GEOID18 height accuracy estimate available here.
 QR0624
 QR0624.Click photographs - Photos may exist for this station.
 QR0624
 QR0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0624
 QR0624. The following values were computed from the NAD 83(1996) position.
 QR0624
 QR0624;                    North         East     Units Scale Factor Converg.
 QR0624;SPC SD N     -   195,025.981   714,241.614   MT  0.99998154   +1 02 09.6
 QR0624;SPC SD N     -   639,847.74  2,343,307.70   sFT  0.99998154   +1 02 09.6
 QR0624;UTM  14      - 5,047,382.818   536,186.835   MT  0.99961610   +0 19 52.6
 QR0624
 QR0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0624!SPC SD N     -   0.99993890  x   0.99998154  =   0.99992044
 QR0624!UTM  14      -   0.99993890  x   0.99961610  =   0.99955503
 QR0624
 QR0624:                Primary Azimuth Mark                     Grid Az
 QR0624:SPC SD N     -  ORDWAY 2                                 247 13 18.5
 QR0624:UTM  14      -  ORDWAY 2                                 247 55 35.5
 QR0624
 QR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3618647382(NAD 83)
 QR0624
 QR0624|---------------------------------------------------------------------|
 QR0624| PID    Reference Object                     Distance      Geod. Az  |
 QR0624|                                                           dddmmss.s |
 QR0624| QR0623 ORDWAY                              APPROX. 0.9 KM 2453601.4 |
 QR0624| QR0625 ORDWAY 2                            APPROX. 0.9 KM 2481528.1 |
 QR0624|---------------------------------------------------------------------|
 QR0624
 QR0624                          SUPERSEDED SURVEY CONTROL
 QR0624
 QR0624  NAD 83(1986)-  45 34 44.57492(N)    098 32 10.19918(W) AD(       ) 3
 QR0624  NAD 27      -  45 34 44.65739(N)    098 32 08.85901(W) AD(       ) 3
 QR0624  NGVD 29 (07/19/86)  413.8    (m)         1358.     (f) VERT ANG       
 QR0624
 QR0624.Superseded values are not recommended for survey control.
 QR0624
 QR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0624.See file dsdata.pdf to determine how the superseded data were derived.
 QR0624
 QR0624_MARKER: DZ = AZIMUTH MARK DISK
 QR0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0624_STAMPING: ORDWAY 2 1978
 QR0624_MARK LOGO: NGS
 QR0624_PROJECTION: FLUSH
 QR0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0624+STABILITY: SURFACE MOTION
 QR0624
 QR0624  HISTORY     - Date     Condition        Report By
 QR0624  HISTORY     - 1978     MONUMENTED       NGS
 QR0624
 QR0624                          STATION DESCRIPTION
 QR0624
 QR0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QR0624'STATION ORDWAY 2 IS LOCATED ABOUT 5-3/4 MILES SOUTH-SOUTHWEST OF
 QR0624'WESTPORT, ABOUT 8-1/2 MILES NORTH-NORTHWEST OF ABERDEEN AND ABOUT
 QR0624'1-1/2 MILES WEST OF U.S. HIGHWAY 281.
 QR0624'
 QR0624'TO REACH THE STATION ORDWAY 2 FROM THE JUNCTION OF U.S. HIGHWAYS 12
 QR0624'AND 281 IN ABERDEEN, GO NORTH ON U.S. HIGHWAY 281 FOR 0.4 MILE TO
 QR0624'BRIDGE OVER RAILROAD, CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 8.0 MILES
 QR0624'TO CROSSROADS, TURN LEFT, GO WEST ON GRAVEL ROAD FOR 1.45 MILES TO
 QR0624'THE STATION ON THE RIGHT.
 QR0624'
 QR0624'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 QR0624'FOR 0.5 MILE TO CROSSROADS, TURN LEFT, GO NORTH OF GRAVEL ROAD
 QR0624'FOR 0.25 MILE AND AZIMUTH MARK ON LEFT.
 QR0624'
 QR0624'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 QR0624'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED ORDWAY 2 1978.
 QR0624'IT IS 73 FEET NORTH OF A FIELD ENTRANCE, 36 FEET WEST OF CENTER
 QR0624'OF ROAD, 7 FEET SOUTH OF POWER LINE POLE, 2.8 FEET NORTHWEST OF
 QR0624'WITNESS POST AND 1.8 FEET WEST OF FENCE.
 QR0624'
 QR0624'NEAREST TOWN--WESTPORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0666 ***********************************************************************
 PS0666  DESIGNATION -  ORIENT
 PS0666  PID         -  PS0666
 PS0666  STATE/COUNTY-  SD/FAULK
 PS0666  COUNTRY     -  US
 PS0666  USGS QUAD   -  ORIENT NW (2017)
 PS0666
 PS0666                         *CURRENT SURVEY CONTROL
 PS0666  ______________________________________________________________________
 PS0666* NAD 83(1996) POSITION- 44 56 51.20362(N) 099 10 02.65643(W)   ADJUSTED
 PS0666* NAVD 88 ORTHO HEIGHT -   600.    (meters)     1968.    (feet) SCALED
 PS0666  ______________________________________________________________________
 PS0666  GEOID HEIGHT    -        -23.617 (meters)                     GEOID18
 PS0666  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 PS0666  HORZ ORDER      -  FIRST
 PS0666
 PS0666.The horizontal coordinates were established by classical geodetic methods
 PS0666.and adjusted by the National Geodetic Survey in January 1998.
 PS0666
 PS0666.The orthometric height was scaled from a topographic map.
 PS0666
 PS0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0666.GEOID18 height accuracy estimate available here.
 PS0666
 PS0666.Click photographs - Photos may exist for this station.
 PS0666
 PS0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0666
 PS0666. The following values were computed from the NAD 83(1996) position.
 PS0666
 PS0666;                    North         East     Units Scale Factor Converg.
 PS0666;SPC SD N     -   124,152.757   665,702.321   MT  0.99994074   +0 35 21.3
 PS0666;SPC SD N     -   407,324.50  2,184,058.36   sFT  0.99994074   +0 35 21.3
 PS0666;UTM  14      - 4,977,138.255   486,793.929   MT  0.99960214   -0 07 05.8
 PS0666
 PS0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0666!SPC SD N     -   0.99990958  x   0.99994074  =   0.99985033
 PS0666!UTM  14      -   0.99990958  x   0.99960214  =   0.99951176
 PS0666
 PS0666:                Primary Azimuth Mark                     Grid Az
 PS0666:SPC SD N     -  ORIENT AZ MK                             272 23 24.0
 PS0666:UTM  14      -  ORIENT AZ MK                             273 05 51.1
 PS0666
 PS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8679377138(NAD 83)
 PS0666
 PS0666|---------------------------------------------------------------------|
 PS0666| PID    Reference Object                     Distance      Geod. Az  |
 PS0666|                                                           dddmmss.s |
 PS0666| QR0678 FAULKTON ST THOMAS CATH CHURCH      APPROX.10.0 KM 0174930.1 |
 PS0666| QR0680 FAULKTON FAULK CO CTHSE FINIAL      APPROX.10.1 KM 0183851.3 |
 PS0666| QR0674 FAULKTON MUNICIPAL TANK             APPROX.10.5 KM 0191438.4 |
 PS0666| CO6574 ORIENT RM 1                          60.933 METERS 05318     |
 PS0666| PS0663 ORIENT GERMAN LUTHERAN CHURCH       APPROX. 7.9 KM 1293945.9 |
 PS0666| PS0662 ORIENT ST JOSEPHS CATH CHURCH       APPROX. 7.9 KM 1303642.8 |
 PS0666| CO6573 ORIENT AZ MK                                       2725845.3 |
 PS0666| CO6575 ORIENT RM 2                          37.609 METERS 34517     |
 PS0666|---------------------------------------------------------------------|
 PS0666
 PS0666                          SUPERSEDED SURVEY CONTROL
 PS0666
 PS0666  NAD 83(1986)-  44 56 51.20301(N)    099 10 02.66544(W) AD(       ) 1
 PS0666  NAD 27      -  44 56 51.29300(N)    099 10 01.27400(W) AD(       ) 1
 PS0666
 PS0666.Superseded values are not recommended for survey control.
 PS0666
 PS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0666.See file dsdata.pdf to determine how the superseded data were derived.
 PS0666
 PS0666_MARKER: DS = TRIANGULATION STATION DISK
 PS0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0666_STAMPING: ORIENT 1935
 PS0666_MARK LOGO: CGS
 PS0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0666+STABILITY: SURFACE MOTION
 PS0666
 PS0666  HISTORY     - Date     Condition        Report By
 PS0666  HISTORY     - 1935     MONUMENTED       CGS
 PS0666  HISTORY     - 1951     GOOD             CGS
 PS0666  HISTORY     - 1970     GOOD             NGS
 PS0666  HISTORY     - 1978     GOOD             WPRS
 PS0666
 PS0666                          STATION DESCRIPTION
 PS0666
 PS0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0666'THIS STATION IS ABOUT 6 MILES NW OF ORIENT, 7 MILES SSW OF
 PS0666'FAULKTON AND ABOUT 10 MILES SE OF BURKMERE.  IT IS 0.1 MILE
 PS0666'W AND 40 YARDS S OF THE CENTER OF THE E EDGE OF SEC. 17, T
 PS0666'117 N, R 69 W ON LAND OWNED BY F.H. O NEIL OF CALIFORNIA AND
 PS0666'RENTED BY OTTO KUHL, FAULKTON, S. DAK.  THE MARK IS SET ON THE
 PS0666'HIGHEST POINT OF A ROUNDED BARE TOPPED KNOLL IN PASTURE LAND,
 PS0666'123-1/2 FEET S OF E-W FENCE LINE WHICH MARKS THE QUARTER
 PS0666'SECTION LINE.  THE MARK PROJECTS 6 INCHES.
 PS0666'
 PS0666'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 PS0666'STANDARD BRONZE DISKS SET IN CONCRETE.
 PS0666'
 PS0666'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF FENCE
 PS0666'LINE AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS NNW OF THE
 PS0666'STATION, 1 FOOT S OF FENCE LINE AND PROJECTS 5 INCHES.
 PS0666'
 PS0666'THE AZIMUTH MARK IS W OF THE STATION ON THE TOP OF A SMALL KNOLL.
 PS0666'IT IS 1 FOOT S OF FENCE LINE AND PROJECTS 4 INCHES.
 PS0666'
 PS0666'TO REACH FROM ORIENT GO S FOR 2 BLOCKS TO E-W GRAVEL ROAD.
 PS0666'HERE TURN W AND GO 2 MILES TO GRAVEL ROAD LEADING N.  GO N
 PS0666'FOR 5 MILES TO CROSSROADS.  HERE TURN W AND GO 3 MILES TO
 PS0666'CROSSROADS AT A SCHOOLHOUSE TO THE NE.  TURN S AND GO 1.1
 PS0666'MILES TO A ONE STORY, SQUARE, WHITE BUILDING, CONTINUE S FOR
 PS0666'0.4 MILE TO A JOGGED FENCE CORNER AND THE END OF THE ROAD.
 PS0666'GO THROUGH GATE INTO PASTURE AND GO E KEEPING ON THE S SIDE
 PS0666'OF THE FENCE LINE FOR 0.9 MILE TO TOP OF KNOLL AND STATION.
 PS0666'
 PS0666'A LIGHT 10 FEET ABOVE STATION FAULKTON MAGNETIC IS VISIBLE
 PS0666'FROM THE GROUND.
 PS0666
 PS0666                          STATION RECOVERY (1951)
 PS0666
 PS0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0666'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935 AND
 PS0666'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE STATION
 PS0666'DESCRIPTION IS ADEQUATE EXCEPT THE EAST-WEST FENCELINE HAS
 PS0666'BEEN TORN DOWN.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO THE
 PS0666'AZIMUTH MARK.  THE 1935 TO REACH DESCRIPTION WAS NOT CHECKED
 PS0666'AND A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 PS0666'
 PS0666'TO REACH THE STATION FROM THE POST OFFICE IN ORIENT, GO SOUTH
 PS0666'ON GRAVEL ROAD FOR 0.2 MILE TO AN EAST-WEST GRAVEL ROAD.  TURN
 PS0666'RIGHT AND FOLLOW MAIN GRAVEL ROAD FOR 5.1 MILES TO A GRAVEL
 PS0666'CROSSROADS.  TURN LEFT AND FOLLOW MAIN ROAD FOR 3.0 MILES
 PS0666'TO A CROSSROADS.  TURN LEFT (SOUTH) AND FOLLOW GRAVEL ROAD,
 PS0666'THENCE DIRT FOR 1.2 MILES TO A RED GRAIN BIN AND WINDMILL ON
 PS0666'LEFT, CONTINUE SOUTH FOR 0.4 MILE TO GATE IN FENCE CORNER.
 PS0666'PASS THROUGH GATE AND TURN SHARP LEFT AND FOLLOW DIM
 PS0666'TRACK ROAD EASTERLY FOR 0.4 MILE TO AZIMUTH MARK,
 PS0666'CONTINUE EASTERLY ON TRACK ROAD FOR 0.4 MILE TO TOP OF
 PS0666'HILL AND STATION.
 PS0666'
 PS0666'OBSERVATION TAKEN FROM A 4 FOOT STAND.
 PS0666
 PS0666                          STATION RECOVERY (1970)
 PS0666
 PS0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 PS0666'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PS0666'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 PS0666'
 PS0666'DISTANCE TO REFERENCE MARK NO. 1 MISSED 0.10 FT., TO REFERENCE
 PS0666'MARK NO. 2 MISSED 0.05 FT.
 PS0666'
 PS0666'DIRECTION TO REFERENCE MARK NO. 1 MISSED -26.15 SECONDS.
 PS0666'REFERENCE MARK NO. 2 MISSED +18.63 SECONDS, TO FAULKTON MAGNETIC
 PS0666'MISSED +0.62 SECOND AZIMUTH MARK MISSED +4.96 SECONDS.
 PS0666'
 PS0666'THE OLD DESCRIPTIONS WERE ADEQUATE.
 PS0666'
 PS0666'STANDARD BRACED TRIPOD USED.
 PS0666
 PS0666                          STATION RECOVERY (1978)
 PS0666
 PS0666'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1978 (DW)
 PS0666'ORIENT 1935 RECOVERED GOOD.
 PS0666'
 PS0666'REFERENCE MARKS NO. 1 AND NO. 2 WERE BOTH FOUND.  DISTANCE CHECKS
 PS0666'BETWEEN THE REFERENCE MARKS AND THE STATION MARK WERE NOT MADE.
 PS0666'THE QUARTER SECTION LINE FENCE SHOWN IN THE DESCRIPTION NO LONGER
 PS0666'EXESTS.  THE STATION WAS USED AS A CLOSING AZIMUTH CHECK FROM A 30
 PS0666'FOOT TOWER ERECTED OVER STATION ARCADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0663 ***********************************************************************
 PS0663  DESIGNATION -  ORIENT GERMAN LUTHERAN CHURCH
 PS0663  PID         -  PS0663
 PS0663  STATE/COUNTY-  SD/FAULK
 PS0663  COUNTRY     -  US
 PS0663  USGS QUAD   -  ORIENT (2017)
 PS0663
 PS0663                         *CURRENT SURVEY CONTROL
 PS0663  ______________________________________________________________________
 PS0663* NAD 83(1996) POSITION- 44 54 08.65698(N) 099 05 26.96300(W)   ADJUSTED
 PS0663  ______________________________________________________________________
 PS0663  GEOID HEIGHT    -        -23.824 (meters)                     GEOID18
 PS0663  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 PS0663  HORZ ORDER      -  THIRD
 PS0663
 PS0663.The horizontal coordinates were established by classical geodetic methods
 PS0663.and adjusted by the National Geodetic Survey in January 1998.
 PS0663
 PS0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0663.GEOID18 height accuracy estimate available here.
 PS0663
 PS0663.Click photographs - Photos may exist for this station.
 PS0663
 PS0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0663
 PS0663. The following values were computed from the NAD 83(1996) position.
 PS0663
 PS0663;                    North         East     Units Scale Factor Converg.
 PS0663;SPC SD N     -   119,200.638   671,801.676   MT  0.99994247   +0 38 36.5
 PS0663;SPC SD N     -   391,077.43  2,204,069.33   sFT  0.99994247   +0 38 36.5
 PS0663;UTM  14      - 4,972,112.906   492,829.612   MT  0.99960063   -0 03 50.8
 PS0663
 PS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9282972112(NAD 83)
 PS0663
 PS0663                          SUPERSEDED SURVEY CONTROL
 PS0663
 PS0663  NAD 83(1986)-  44 54 08.65636(N)    099 05 26.96931(W) AD(       ) 3
 PS0663  NAD 27      -  44 54 08.74400(N)    099 05 25.58300(W) AD(       ) 3
 PS0663
 PS0663.Superseded values are not recommended for survey control.
 PS0663
 PS0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0663.See file dsdata.pdf to determine how the superseded data were derived.
 PS0663
 PS0663_MARKER: 90 = CHURCH SPIRE
 PS0663
 PS0663  HISTORY     - Date     Condition        Report By
 PS0663  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0663
 PS0663                          STATION DESCRIPTION
 PS0663
 PS0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0663'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF THE
 PS0663'ORIENT GERMAN LUTHERAN CHURCH.  THE CHURCH IS A WHITE WOODEN
 PS0663'BUILDING WITH A SQUARE WHITE WOODEN TOWER AT THE S CENTER
 PS0663'OVER THE ENTRANCE.  THE TOWER HAS A TRIPLE LOUVERED WINDOW
 PS0663'ON EACH SIDE NEAR THE TOP.  THE TOWER IS SURMOUNTED BY AN
 PS0663'OCTAGONAL SHINGLE SPIRE WITH A PLAIN WHITE WOODEN CROSS AT
 PS0663'THE TIP.  THE BASE OF THE SPIRE IS SQUARE WITH A TRIANGULAR
 PS0663'DORMER ON EACH SIDE.  THE SPIRE IS ABOUT 60 FEET HIGH AND IS
 PS0663'QUITE PROMINENT.  THE BUILDING WAS ERECTED IN 1919.
 PS0663'
 PS0663'THE CHURCH IS AT THE NW CORNER OF TOWN, AT THE NE CORNER
 PS0663'OF THE MOST WESTERLY STREET IN TOWN (THIRD W OF RAILROAD
 PS0663'TRACK), AND THE SECOND STREET N OF THE MAIN STREET OF TOWN,
 PS0663'AND ONE BLOCK N OF A SIMILAR SPIRE ON THE ST. JOSEPHS CATHOLIC
 PS0663'CHURCH.
 PS0663'
 PS0663'THE FAULK-HAND COUNTY LINE RUNS ALONG THE S EDGE OF TOWN
 PS0663'ABOUT 1/4 MILE S OF THIS STATION.  THIS STATION WAS OBSERVED
 PS0663'FROM ARCADE, ORIENT, AND FAULKTON MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0662 ***********************************************************************
 PS0662  DESIGNATION -  ORIENT ST JOSEPHS CATH CHURCH
 PS0662  PID         -  PS0662
 PS0662  STATE/COUNTY-  SD/FAULK
 PS0662  COUNTRY     -  US
 PS0662  USGS QUAD   -  ORIENT (2017)
 PS0662
 PS0662                         *CURRENT SURVEY CONTROL
 PS0662  ______________________________________________________________________
 PS0662* NAD 83(1996) POSITION- 44 54 04.32237(N) 099 05 28.96714(W)   ADJUSTED
 PS0662  ______________________________________________________________________
 PS0662  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 PS0662  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 PS0662  HORZ ORDER      -  THIRD
 PS0662
 PS0662.The horizontal coordinates were established by classical geodetic methods
 PS0662.and adjusted by the National Geodetic Survey in January 1998.
 PS0662
 PS0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0662.GEOID18 height accuracy estimate available here.
 PS0662
 PS0662.Click photographs - Photos may exist for this station.
 PS0662
 PS0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0662
 PS0662. The following values were computed from the NAD 83(1996) position.
 PS0662
 PS0662;                    North         East     Units Scale Factor Converg.
 PS0662;SPC SD N     -   119,066.354   671,759.214   MT  0.99994252   +0 38 35.0
 PS0662;SPC SD N     -   390,636.86  2,203,930.02   sFT  0.99994252   +0 38 35.0
 PS0662;UTM  14      - 4,971,979.202   492,785.510   MT  0.99960064   -0 03 52.2
 PS0662
 PS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9278571979(NAD 83)
 PS0662
 PS0662                          SUPERSEDED SURVEY CONTROL
 PS0662
 PS0662  NAD 83(1986)-  44 54 04.32174(N)    099 05 28.97344(W) AD(       ) 3
 PS0662  NAD 27      -  44 54 04.41000(N)    099 05 27.58700(W) AD(       ) 3
 PS0662
 PS0662.Superseded values are not recommended for survey control.
 PS0662
 PS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0662.See file dsdata.pdf to determine how the superseded data were derived.
 PS0662
 PS0662_MARKER: 90 = CHURCH SPIRE
 PS0662
 PS0662  HISTORY     - Date     Condition        Report By
 PS0662  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0662
 PS0662                          STATION DESCRIPTION
 PS0662
 PS0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0662'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF THE
 PS0662'ST. JOSEPHS CATHOLIC CHURCH IN ORIENT.  THE CHURCH IS A WHITE
 PS0662'WOODEN BUILDING WITH A SQUARE WHITE WOODEN TOWER AT THE E CENTER
 PS0662'OVER THE ENTRANCE.  THE UPPER PART OF THE TOWER IS A BELFRY
 PS0662'WITH AN ARCHED TOP LOUVERED WINDOW ON EACH SIDE.  THE TOWER
 PS0662'IS SURMOUNTED BY AN OCTAGONAL GREEN SHINGLE SPIRE WITH A
 PS0662'PLAIN WOODEN CROSS AT THE TIP AND A SHORT FINIAL WITH BALL
 PS0662'AND WEATHER VANE ABOVE THE CROSS.  THERE IS A TRIANGULAR
 PS0662'DORMER ON EACH SIDE ABOVE THE LOUVERED WINDOWS, AND A SHORT
 PS0662'SPIRE WITH FINIAL AT THE BASE OF EACH CORNER OF THE SPIRE.
 PS0662'THE SPIRE IS ABOUT 60 FEET HIGH AND IS QUITE PROMINENT.
 PS0662'
 PS0662'THE CHURCH IS IN THE W PART OF ORIENT, ABOUT 75 FEET W OF
 PS0662'THE MOST WESTERLY STREET IN TOWN AND ON THE EXTENSION OF THE
 PS0662'FIRST STREET N OF THE MAIN STREET OF TOWN,
 PS0662'
 PS0662'THE FAULK-HAND COUNTY LINE RUNS ALONG THE S EDGE OF TOWN
 PS0662'ABOUT 1/4 MILE S OF THE STATION.
 PS0662'
 PS0662'THERE IS A SIMILAR SPIRE ON THE GERMAN LUTHERAN CHURCH WHICH
 PS0662'IS ONE BLOCK N OF THIS STATION.
 PS0662'
 PS0662'THIS STATION WAS OBSERVED FROM ARCADE, ORIENT, AND FAULKTON
 PS0662'MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0858 ***********************************************************************
 OQ0858  DESIGNATION -  ORLAND
 OQ0858  PID         -  OQ0858
 OQ0858  STATE/COUNTY-  SD/LAKE
 OQ0858  COUNTRY     -  US
 OQ0858  USGS QUAD   -  LAKE HERMAN (2017)
 OQ0858
 OQ0858                         *CURRENT SURVEY CONTROL
 OQ0858  ______________________________________________________________________
 OQ0858* NAD 83(1996) POSITION- 43 56 26.24288(N) 097 07 45.31646(W)   ADJUSTED
 OQ0858* NAVD 88 ORTHO HEIGHT -   553.00  (+/-2cm)     1814.3   (feet) VERTCON3
 OQ0858  ______________________________________________________________________
 OQ0858  GEOID HEIGHT    -        -25.826 (meters)                     GEOID18
 OQ0858  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 OQ0858  HORZ ORDER      -  SECOND
 OQ0858  VERT ORDER      -  THIRD ? (See Below)
 OQ0858
 OQ0858.The horizontal coordinates were established by classical geodetic methods
 OQ0858.and adjusted by the National Geodetic Survey in January 1998.
 OQ0858
 OQ0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0858
 OQ0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0858.GEOID18 height accuracy estimate available here.
 OQ0858
 OQ0858.The vertical order pertains to the NGVD 29 superseded value.
 OQ0858
 OQ0858.Click photographs - Photos may exist for this station.
 OQ0858
 OQ0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0858
 OQ0858. The following values were computed from the NAD 83(1996) position.
 OQ0858
 OQ0858;                    North         East     Units Scale Factor Converg.
 OQ0858;SPC SD S     -   183,518.856   857,159.418   MT  0.99992266   +2 12 37.2
 OQ0858;SPC SD S     -   602,094.78  2,812,197.19   sFT  0.99992266   +2 12 37.2
 OQ0858;UTM  14      - 4,866,979.107   650,135.879   MT  0.99987724   +1 17 54.2
 OQ0858
 OQ0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0858!SPC SD S     -   0.99991734  x   0.99992266  =   0.99984001
 OQ0858!UTM  14      -   0.99991734  x   0.99987724  =   0.99979459
 OQ0858
 OQ0858:                Primary Azimuth Mark                     Grid Az
 OQ0858:SPC SD S     -  ORLAND AZ MK                             174 07 31.9
 OQ0858:UTM  14      -  ORLAND AZ MK                             175 02 14.9
 OQ0858
 OQ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5013566979(NAD 83)
 OQ0858
 OQ0858|---------------------------------------------------------------------|
 OQ0858| PID    Reference Object                     Distance      Geod. Az  |
 OQ0858|                                                           dddmmss.s |
 OQ0858| CO3394 ORLAND RM 1                          28.970 METERS 04206     |
 OQ0858| OQ0851 MADISON KWU 25 MICROWAVE            APPROX. 5.0 KM 0974545.4 |
 OQ0858| CO3393 ORLAND AZ MK                                       1762009.1 |
 OQ0858| CO3395 ORLAND RM 2                          32.991 METERS 18002     |
 OQ0858| OQ0859 MADISON KSL 249 RAD MAST            APPROX. 0.5 KM 1995907.9 |
 OQ0858|---------------------------------------------------------------------|
 OQ0858
 OQ0858                          SUPERSEDED SURVEY CONTROL
 OQ0858
 OQ0858  NAD 83(1986)-  43 56 26.24701(N)    097 07 45.29165(W) AD(       ) 2
 OQ0858  NAD 27      -  43 56 26.33500(N)    097 07 44.07800(W) AD(       ) 2
 OQ0858  NGVD 29             552.70   (m)         1813.3    (f) LEVELING    3  
 OQ0858
 OQ0858.Superseded values are not recommended for survey control.
 OQ0858
 OQ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0858.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0858
 OQ0858_MARKER: DS = TRIANGULATION STATION DISK
 OQ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0858_STAMPING: ORLAND 1949
 OQ0858_MARK LOGO: CGS
 OQ0858_PROJECTION: FLUSH
 OQ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0858+STABILITY: SURFACE MOTION
 OQ0858
 OQ0858  HISTORY     - Date     Condition        Report By
 OQ0858  HISTORY     - 1949     MONUMENTED       CGS
 OQ0858  HISTORY     - 1965     POOR             USGS
 OQ0858  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OQ0858  HISTORY     - 1968     POOR             USGS
 OQ0858  HISTORY     - 1970     GOOD             NGS
 OQ0858
 OQ0858                          STATION DESCRIPTION
 OQ0858
 OQ0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0858'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHWEST OF MADISON,
 OQ0858'ALONG THE WEST SIDE OF A GRAVELED ROAD.  IT IS 33 FEET WEST OF
 OQ0858'THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE FENCE AND
 OQ0858'DIRECTLY ACROSS THE ROAD FROM A TELEPHONE POLE WITH A TRIANGLE
 OQ0858'BLAZE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OQ0858'THE DISK IS STAMPED ORLAND 1949.
 OQ0858'
 OQ0858'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 32 FEET EAST
 OQ0858'OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE FENCE.
 OQ0858'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ORLAND NO
 OQ0858'1 1949.
 OQ0858'
 OQ0858'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 34 FEET WEST
 OQ0858'OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE FENCE.
 OQ0858'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ORLAND NO
 OQ0858'2 1949.
 OQ0858'
 OQ0858'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH-SOUTHEAST OF THE STATION,
 OQ0858'34 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 33 FEET EAST
 OQ0858'OF THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A BRACED
 OQ0858'TELEPHONE POLE AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS
 OQ0858'2 INCHES AND THE DISK IS STAMPED ORLAND 1949.
 OQ0858'
 OQ0858'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 OQ0858'HIGHWAY 34 IN THE WEST EDGE OF MADISON, GO SOUTH ON A GRAVELED
 OQ0858'ROAD FOR 4.0 MILES TO CROSSROADS, CONTINUE ON SOUTH 0.65
 OQ0858'MILE TO THE STATION ON THE RIGHT.
 OQ0858'
 OQ0858'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.2
 OQ0858'MILE TO THE ENTRANCE TO A FARM HOME ON THE LEFT AND THE MARK
 OQ0858'AS DESCRIBED.
 OQ0858'
 OQ0858'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OQ0858
 OQ0858                          STATION RECOVERY (1965)
 OQ0858
 OQ0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OQ0858'STATION WAS SEARCHED FOR AND FOUND DISTURBED.  IT HAS EVIDENTLY
 OQ0858'BEEN STRUCK BY A ROAD GRADER AND IS TILTED ABOUT 30 DEGREES.
 OQ0858
 OQ0858                          STATION RECOVERY (1966)
 OQ0858
 OQ0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0858'THE STATION RECOVERED AND THE SURFACE STATION MARK HAD BEEN
 OQ0858'DISTURBED.  THE UNDERGROUND MARK, REFERENCE MARKS AND THE
 OQ0858'AZIMUTH MARK FOUND IN GOOD CONDITION.  THE SURFACE STATION
 OQ0858'MARK WAS RESET BY PLUMBING OVER THE UNDERGROUND MARK.
 OQ0858'
 OQ0858'TO REACH FROM MADISON, FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 OQ0858'STATE HIGHWAYS 34 AND 19 AT THE WEST EDGE OF TOWN, GO SOUTH
 OQ0858'ON STATE HIGHWAY 19 FOR 4.0 MILES TO CROSSROADS, CONTINUE
 OQ0858'SOUTH FOR 0.65 MILE TO THE STATION ON THE RIGHT.  TO REACH
 OQ0858'THE AZIMUTH MARK CONTINUE SOUTH FOR 0.2 MILE TO THE MARK
 OQ0858'ON THE LEFT.
 OQ0858'
 OQ0858'THE STATION IS 44 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 OQ0858'31.5 FEET WEST OF THE CENTERLINE OF THE ROAD AND 9 FEET EAST OF
 OQ0858'A METAL WITNESS POST THAT WAS PLACED 1 FOOT EAST OF RIGHT OF
 OQ0858'WAY FENCE THE MARK IS FLUSH AND THE DISK IS STAMPED ORLAND
 OQ0858'1949 1966.
 OQ0858'
 OQ0858'R.M. NO. 1 IS 32.5 FEET EAST OF CENTERLINE OF ROAD, 24 FEET
 OQ0858'NORTH OF A FIELD ENTRANCE, 12.7 FEET SOUTHWEST OF A TELEPHONE
 OQ0858'POLE AND 10.4 FEET WEST OF EAST RIGHT OF WAY FENCE.  THE MARK
 OQ0858'IS FLUSH AND THE DISK IS STAMPED ORLAND NO 1 1949.
 OQ0858'
 OQ0858'R.M. NO. 2 IS 32 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OQ0858'9.5 FEET EAST OF RIGHT OF WAY FENCE AND IS ON EAST SLOPE OF
 OQ0858'BANK.  THE MARK IS ABOUT FLUSH AND THE DISK IS STAMPED ORLAND
 OQ0858'NO 2 1949.
 OQ0858'
 OQ0858'THE AZIMUTH MARK IS IN FRONT OF A FARMHOUSE, 34 FEET NORTH OF
 OQ0858'THE CENTERLINE OF A FARM DRIVEWAY AND 33 FEET EAST OF CENTERLINE
 OQ0858'OF THE SURFACED ROAD.  MARK PROJECTS 2 INCHES AND STAMPED
 OQ0858'ORLAND 1949.
 OQ0858'
 OQ0858'THE ANGLE BETWEEN THE REFERENCE MARKS FAILED TO CHECK BY ABOUT
 OQ0858'2 MINUTES BUT THEY MAY HAVE BEEN DISTURBED BY ROAD CONSTRUCTION.
 OQ0858'
 OQ0858'THE WATER TANK AT MADISON WAS NOT VISIBLE FROM THE GROUND.
 OQ0858'
 OQ0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 OQ0858'SOUTH OF MADISON.
 OQ0858
 OQ0858                          STATION RECOVERY (1968)
 OQ0858
 OQ0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OQ0858'STATION DISTURBED.
 OQ0858'
 OQ0858'THE STATION IS LOCATED ABOUT 4.0 MILES S-SW OF MADISON ALONG
 OQ0858'THE WEST SIDE OF A BLACKTOP ROAD.  IT IS 33 FT WEST OF CENTER
 OQ0858'OF ROAD, 10 FT EAST OF A FENCE.  9 FT EAST OF A METAL WITNESS
 OQ0858'POST, 45 FT SOUTH OF FIELD ENTRANCE WEST AND DIRECTLY ACROSS
 OQ0858'ROAD FROM A TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND
 OQ0858'SURFACE AND IS TILTED ABOUT 10 DEGREES TO EAST, (PREVIOUSLY
 OQ0858'REPORTED TILTED 30 DEGREES IN 1965).  THE MARK IS STAMPED
 OQ0858'ORLAND 1949 AND IS ALSO STAMPED 1966.
 OQ0858'
 OQ0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 OQ0858'SSW OF MADISON.
 OQ0858
 OQ0858                          STATION RECOVERY (1970)
 OQ0858
 OQ0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0858'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 OQ0858'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 OQ0858'MARK NO. 1 HAS A PART OF THE WEST SIDE OF THE MONUMENT SHIRRED
 OQ0858'OFF.  THE STATION MARK AFTER BEING RESET IN 1966, WAS REPORTED
 OQ0858'AS BEING TILTED ABOUT 10-DEGREES TO THE EAST IN 1968.  THE
 OQ0858'SURFACE OF THE STATION MARK IS SLIGHTLY TILTED - EVIDENTLY
 OQ0858'IT WAS RESET IN THAT POSITION - IT IS SET IN A POCKET LOWER
 OQ0858'THAN THE SURROUNDING GROUND.  THE DISTANCE MEASUREMENTS CHECK
 OQ0858'GOOD, AND THE OBSERVED ANGLES OF THE REFERENCE MARKS CHECK
 OQ0858'THE ORIGINAL ANGLES AT 11 AND 4 SECONDS.
 OQ0858'
 OQ0858'A NEW DESCRIPTION FOLLOWS--
 OQ0858'
 OQ0858'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MADISON, IN SEC.
 OQ0858'36, T 106 N, R 53 W, AT THE TOP OF A HILL, IN THE BACKSLOPE
 OQ0858'ON THE WEST SIDE OF A COUNTY ROAD.
 OQ0858'
 OQ0858'THE STATION MARK IS A STANDARD DISK STAMPED ORLAND 1949 1966,
 OQ0858'SET IN A SQUARE CONCRETE MONUMENT 1-INCH BELOW GROUND SURFACE.
 OQ0858'IT IS 44 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 31.5
 OQ0858'FEET WEST OF THE COUNTY ROAD, AND 9 FEET EAST OF A METAL WITNESS
 OQ0858'POST.
 OQ0858'
 OQ0858'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ORLAND NO 1 1949,
 OQ0858'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OQ0858'IT IS 32.5 FEET EAST OF THE CENTER OF THE ROAD, 24 FEET
 OQ0858'NORTH OF THE CENTER OF A FIELD ENTRANCE, 12.7 FEET SOUTHEAST
 OQ0858'OF A TELEPHONE POLE, AND 10.4 FEET WEST OF THE EAST R.O.W.
 OQ0858'FENCE LINE.
 OQ0858'
 OQ0858'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ORLAND NO 2 1949,
 OQ0858'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OQ0858'IT IS IN THE BACKSLOPE, 32 FEET WEST OF THE CENTER OF THE ROAD,
 OQ0858'AND 9.5 FEET EAST OF THE WEST R.O.W. FENCE LINE.
 OQ0858'
 OQ0858'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ORLAND 1949, SET
 OQ0858'IN A CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 34 FEET
 OQ0858'NORTH OF THE CENTER OF A FARMYARD DRIVEWAY, AND 33 FEET EAST
 OQ0858'OF THE CENTER OF THE COUNTY ROAD.
 OQ0858'
 OQ0858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 OQ0858'STATE HIGHWAYS 34 AND 19 AT THE WEST EDGE OF MADISON, GO SOUTH
 OQ0858'ON HIGHWAY 19 FOR 1.0 MILE TO A CROSSROAD WHERE HIGHWAY 19
 OQ0858'TURNS LEFT, EAST, CONTINUE STRAIGHT AHEAD SOUTH FOR 3.65 MILES
 OQ0858'ON A PAVED COUNTY ROAD TO THE STATION ON THE RIGHT AT A FIELD
 OQ0858'ENTRANCE.
 OQ0858'
 OQ0858'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 OQ0858'ON THE COUNTY ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 OQ0858'DESCRIBED.
 OQ0858'
 OQ0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 OQ0858'SOUTH OF MADISON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0855 ***********************************************************************
 OQ0855  DESIGNATION -  ORLAND LONE CHURCH SPIRE
 OQ0855  PID         -  OQ0855
 OQ0855  STATE/COUNTY-  SD/LAKE
 OQ0855  COUNTRY     -  US
 OQ0855  USGS QUAD   -  LAKE MADISON SW (2017)
 OQ0855
 OQ0855                         *CURRENT SURVEY CONTROL
 OQ0855  ______________________________________________________________________
 OQ0855* NAD 83(1996) POSITION- 43 51 40.00623(N) 097 10 10.52469(W)   ADJUSTED
 OQ0855  ______________________________________________________________________
 OQ0855  GEOID HEIGHT    -        -25.861 (meters)                     GEOID18
 OQ0855  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 OQ0855  HORZ ORDER      -  THIRD
 OQ0855
 OQ0855.The horizontal coordinates were established by classical geodetic methods
 OQ0855.and adjusted by the National Geodetic Survey in January 1998.
 OQ0855
 OQ0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0855.GEOID18 height accuracy estimate available here.
 OQ0855
 OQ0855.Click photographs - Photos may exist for this station.
 OQ0855
 OQ0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0855
 OQ0855. The following values were computed from the NAD 83(1996) position.
 OQ0855
 OQ0855;                    North         East     Units Scale Factor Converg.
 OQ0855;SPC SD S     -   174,567.475   854,260.068   MT  0.99991582   +2 10 57.1
 OQ0855;SPC SD S     -   572,726.79  2,802,684.91   sFT  0.99991582   +2 10 57.1
 OQ0855;UTM  14      - 4,858,075.482   647,094.412   MT  0.99986613   +1 16 06.7
 OQ0855
 OQ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4709458075(NAD 83)
 OQ0855
 OQ0855                          SUPERSEDED SURVEY CONTROL
 OQ0855
 OQ0855  NAD 83(1986)-  43 51 40.01120(N)    097 10 10.50081(W) AD(       ) 3
 OQ0855  NAD 27      -  43 51 40.09600(N)    097 10 09.29400(W) AD(       ) 3
 OQ0855  USSD        -  43 51 40.28400(N)    097 10 09.71100(W) AD(       ) 3
 OQ0855
 OQ0855.Superseded values are not recommended for survey control.
 OQ0855
 OQ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0855.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0855
 OQ0855_MARKER: 90 = CHURCH SPIRE
 OQ0855
 OQ0855  HISTORY     - Date     Condition        Report By
 OQ0855  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0855  HISTORY     - 1935     GOOD             CGS
 OQ0855
 OQ0855                          STATION DESCRIPTION
 OQ0855
 OQ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0855'ST. PETERS LUTHERAN CHURCH, SAME AS IN 1927.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0857 ***********************************************************************
 OQ0857  DESIGNATION -  ORLAND RED BRICK SCH CHIM
 OQ0857  PID         -  OQ0857
 OQ0857  STATE/COUNTY-  SD/LAKE
 OQ0857  COUNTRY     -  US
 OQ0857  USGS QUAD   -  LAKE HERMAN (2017)
 OQ0857
 OQ0857                         *CURRENT SURVEY CONTROL
 OQ0857  ______________________________________________________________________
 OQ0857* NAD 83(1996) POSITION- 43 53 31.49198(N) 097 11 22.64430(W)   ADJUSTED
 OQ0857  ______________________________________________________________________
 OQ0857  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 OQ0857  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 OQ0857  HORZ ORDER      -  THIRD
 OQ0857
 OQ0857.The horizontal coordinates were established by classical geodetic methods
 OQ0857.and adjusted by the National Geodetic Survey in January 1998.
 OQ0857
 OQ0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0857.GEOID18 height accuracy estimate available here.
 OQ0857
 OQ0857.Click photographs - Photos may exist for this station.
 OQ0857
 OQ0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0857
 OQ0857. The following values were computed from the NAD 83(1996) position.
 OQ0857
 OQ0857;                    North         East     Units Scale Factor Converg.
 OQ0857;SPC SD S     -   177,944.469   852,520.634   MT  0.99991826   +2 10 07.3
 OQ0857;SPC SD S     -   583,806.15  2,796,978.11   sFT  0.99991826   +2 10 07.3
 OQ0857;UTM  14      - 4,861,479.600   645,409.138   MT  0.99986006   +1 15 19.3
 OQ0857
 OQ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4540961479(NAD 83)
 OQ0857
 OQ0857                          SUPERSEDED SURVEY CONTROL
 OQ0857
 OQ0857  NAD 83(1986)-  43 53 31.49676(N)    097 11 22.61880(W) AD(       ) 3
 OQ0857  NAD 27      -  43 53 31.58000(N)    097 11 21.40000(W) AD(       ) 3
 OQ0857
 OQ0857.Superseded values are not recommended for survey control.
 OQ0857
 OQ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0857.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0857
 OQ0857_MARKER: 85 = CHIMNEY
 OQ0857
 OQ0857  HISTORY     - Date     Condition        Report By
 OQ0857  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0857  HISTORY     - 1935     GOOD             CGS
 OQ0857
 OQ0857                          STATION DESCRIPTION
 OQ0857
 OQ0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0857'THIS MARK IS THE SAME AS IN 1927.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2370 ***********************************************************************
 PU2370  DESIGNATION -  ORMAN
 PU2370  PID         -  PU2370
 PU2370  STATE/COUNTY-  SD/BUTTE
 PU2370  COUNTRY     -  US
 PU2370  USGS QUAD   -  FRUITDALE (2017)
 PU2370
 PU2370                         *CURRENT SURVEY CONTROL
 PU2370  ______________________________________________________________________
 PU2370* NAD 83(1996) POSITION- 44 41 27.59665(N) 103 37 56.82559(W)   ADJUSTED
 PU2370* NAVD 88 ORTHO HEIGHT -   959.    (meters)     3146.    (feet) SCALED
 PU2370  ______________________________________________________________________
 PU2370  GEOID HEIGHT    -        -15.818 (meters)                     GEOID18
 PU2370  LAPLACE CORR    -         -6.55  (seconds)                    DEFLEC18
 PU2370  HORZ ORDER      -  SECOND
 PU2370
 PU2370.The horizontal coordinates were established by classical geodetic methods
 PU2370.and adjusted by the National Geodetic Survey in January 1998.
 PU2370
 PU2370.The orthometric height was scaled from a topographic map.
 PU2370
 PU2370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2370.GEOID18 height accuracy estimate available here.
 PU2370
 PU2370.Click photographs - Photos may exist for this station.
 PU2370
 PU2370.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2370
 PU2370. The following values were computed from the NAD 83(1996) position.
 PU2370
 PU2370;                    North         East     Units Scale Factor Converg.
 PU2370;SPC SD N     -   101,764.139   312,165.938   MT  0.99995876   -2 34 15.0
 PU2370;SPC SD N     -   333,871.18  1,024,164.41   sFT  0.99995876   -2 34 15.0
 PU2370;UTM  13      - 4,949,534.819   608,361.618   MT  0.99974440   +0 57 42.7
 PU2370
 PU2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2370!SPC SD N     -   0.99985206  x   0.99995876  =   0.99981083
 PU2370!UTM  13      -   0.99985206  x   0.99974440  =   0.99959650
 PU2370
 PU2370:                Primary Azimuth Mark                     Grid Az
 PU2370:SPC SD N     -  ORMAN AZ MK                              113 21 34.2
 PU2370:UTM  13      -  ORMAN AZ MK                              109 49 36.5
 PU2370
 PU2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0836149534(NAD 83)
 PU2370
 PU2370|---------------------------------------------------------------------|
 PU2370| PID    Reference Object                     Distance      Geod. Az  |
 PU2370|                                                           dddmmss.s |
 PU2370| CQ3671 ORMAN RM 1                           14.057 METERS 10650     |
 PU2370| CQ3670 ORMAN AZ MK                                        1104719.2 |
 PU2370| CQ4525 ORMAN RM 2                           14.109 METERS 27451     |
 PU2370|---------------------------------------------------------------------|
 PU2370
 PU2370                          SUPERSEDED SURVEY CONTROL
 PU2370
 PU2370  NAD 83(1993)-  44 41 27.59085(N)    103 37 56.82614(W) AD(       ) 2
 PU2370  NAD 83(1986)-  44 41 27.58590(N)    103 37 56.82123(W) AD(       ) 2
 PU2370  NAD 27      -  44 41 27.64020(N)    103 37 55.11770(W) AD(       ) 2
 PU2370
 PU2370.Superseded values are not recommended for survey control.
 PU2370
 PU2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2370.See file dsdata.pdf to determine how the superseded data were derived.
 PU2370
 PU2370_MARKER: DS = TRIANGULATION STATION DISK
 PU2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2370_STAMPING: ORMAN 1950
 PU2370_MARK LOGO: CGS
 PU2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2370+STABILITY: SURFACE MOTION
 PU2370
 PU2370  HISTORY     - Date     Condition        Report By
 PU2370  HISTORY     - 1950     MONUMENTED       CGS
 PU2370  HISTORY     - 1962     GOOD             CGS
 PU2370  HISTORY     - 1975     GOOD             NGS
 PU2370
 PU2370                          STATION DESCRIPTION
 PU2370
 PU2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2370'THE STATION IS LOCATED ABOUT 11.5 MILES EAST OF BELLE FOURCHE,
 PU2370'ABOUT 3.5 MILES NORTHWEST OF NISLAND, ABOUT 0.5 MILE NORTH OF
 PU2370'U.S. HIGHWAY NO. 212, 40 FEET SOUTRH OF AN OLD HIGHWAY
 PU2370'GRADE, AND 8 FEET SOUTHWEST OF A WITNESS POST.
 PU2370'
 PU2370'TO REACH FROM THE BELLE FOURCHE POST OFFICE, GO EASTERLY ON
 PU2370'U.S. HIGHWAY 212 FOR 9.75 MILES TO A GRAVELED SIDE ROAD LEFT.
 PU2370'AT A SIGN ORMAN DAM 3 CONTINUE EAST ON THE HIGHWAY FOR 2.2
 PU2370'MILES TO A WIRE GATE ON THE LEFT AND A SMALL RESERVOIR ON THE
 PU2370'RIGHT.  TURN LEFT THROUGH THE GATE ON A TRACK ROAD FOR 0.45
 PU2370'MILE TO THE TOP OF THE RIDGE AND A GRAVEL PIT ON THE RIGHT.
 PU2370'CONTINUE NORTH AND WEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 PU2370'RIGHT AS DESCRIBED.  CONTINUE WEST ALONG THE SOUTH SIDE OF AN
 PU2370'OLD HIGHWAY GRADE FOR 0.25 MILE TO THE STATION ON THE RIGHT
 PU2370'AS DESCRIBED.
 PU2370'
 PU2370'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE OLD HIGHWAY
 PU2370'GRADE, AND 20 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS 3 INCHES,
 PU2370'AND THE DISK IS STAMPED ORMAN NO 1 1950.
 PU2370'
 PU2370'REFERENCE MARK NO. 2 IS 53 FEET SOUTH OF THE OLD HIGHWAY GRADE,
 PU2370'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE
 PU2370'GROUND, AND THE DISK IS STAMPED ORMAN NO 2 1950.
 PU2370'
 PU2370'THE AZIMUTH MARK IS 40 FEET SOUTH OF A WIRE FENCE, AND 2 FEET
 PU2370'NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES, AND THE DISK
 PU2370'IS STAMPED ORMAN 1950
 PU2370'
 PU2370'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2370'CONCRETE CYLINDERS.
 PU2370
 PU2370                          STATION RECOVERY (1962)
 PU2370
 PU2370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2370'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 PU2370'WERE RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND TO BE IN
 PU2370'GOOD CONDITION AND THE DISTANCE AND DIRECTION TO THE REFERENCE
 PU2370'AND AZIMUTH MARKS CHECKED THE PREVIOUS OBSERVATIONS.  THE
 PU2370'ORIGINAL DESCRIPTION TO REACH THE STATION IS CONSIDERED ADEQUATE.
 PU2370
 PU2370                          STATION RECOVERY (1975)
 PU2370
 PU2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PU2370'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN
 PU2370'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO
 PU2370'HAVE BEEN DESTROYED WHEN GRAVEL WAS REMOVED FROM THE AREA.  A NEW
 PU2370'AZIMUTH MARK WAS NOT SET AS OTHER OBJECTS WERE NOT VISIBLE AT
 PU2370'THIS TIME.
 PU2370'
 PU2370'ADDITIONAL NOTES--
 PU2370'
 PU2370'THERE IS A NEW STANDPIPE PAINTED WHITE APPROXIMATELY 1.0 MILE EAST OF
 PU2370'THE STATION.  THE STATION IS ON THE HIGHEST PART OF THE RIDGE, ABOUT
 PU2370'0.25 MILE NORTHWEST OF THE GRAVEL PITS, AT THE NORTH EDGE OF
 PU2370'PASTURE LAND AND AT THE SOUTH EDGE OF A CULTIVATED FIELD, AT A
 PU2370'POINT WHERE AN EAST-WEST FENCE CROSSES THE OLD HIGHWAY ROADBED
 PU2370'WHICH RUNS CLOSE TO EAST-WEST ALONG THE NORTH SIDE OF THE GRAVEL
 PU2370'PITS.  THE STATION MARK IS 6-FEET SOUTH OF THE FENCE AND A METAL
 PU2370'WITNESS POST.
 PU2370'
 PU2370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MILES
 PU2370'NW OF NISLAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1855 ***********************************************************************
 NM1855  DESIGNATION -  ORR
 NM1855  PID         -  NM1855
 NM1855  STATE/COUNTY-  SD/CLAY
 NM1855  COUNTRY     -  US
 NM1855  USGS QUAD   -  HUB CITY (2017)
 NM1855
 NM1855                         *CURRENT SURVEY CONTROL
 NM1855  ______________________________________________________________________
 NM1855* NAD 83(1996) POSITION- 42 53 35.01975(N) 096 59 25.81765(W)   ADJUSTED
 NM1855* NAVD 88 ORTHO HEIGHT -   420.44  (+/-2cm)     1379.4   (feet) VERTCON3
 NM1855  ______________________________________________________________________
 NM1855  GEOID HEIGHT    -        -25.564 (meters)                     GEOID18
 NM1855  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 NM1855  HORZ ORDER      -  FIRST
 NM1855  VERT ORDER      -  THIRD ? (See Below)
 NM1855
 NM1855.The horizontal coordinates were established by classical geodetic methods
 NM1855.and adjusted by the National Geodetic Survey in January 1998.
 NM1855
 NM1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1855
 NM1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1855.GEOID18 height accuracy estimate available here.
 NM1855
 NM1855.The vertical order pertains to the NGVD 29 superseded value.
 NM1855
 NM1855.Click photographs - Photos may exist for this station.
 NM1855
 NM1855.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1855
 NM1855. The following values were computed from the NAD 83(1996) position.
 NM1855
 NM1855;                    North         East     Units Scale Factor Converg.
 NM1855;SPC SD S     -    67,675.476   872,972.271   MT  0.99998639   +2 18 21.8
 NM1855;SPC SD S     -   222,031.96  2,864,076.53   sFT  0.99998639   +2 18 21.8
 NM1855;UTM  14      - 4,750,898.305   664,076.927   MT  0.99993120   +1 22 04.9
 NM1855
 NM1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1855!SPC SD S     -   0.99993808  x   0.99998639  =   0.99992447
 NM1855!UTM  14      -   0.99993808  x   0.99993120  =   0.99986928
 NM1855
 NM1855:                Primary Azimuth Mark                     Grid Az
 NM1855:SPC SD S     -  ORR AZ MK                                063 03 45.0
 NM1855:UTM  14      -  ORR AZ MK                                064 00 01.9
 NM1855
 NM1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6407650898(NAD 83)
 NM1855
 NM1855|---------------------------------------------------------------------|
 NM1855| PID    Reference Object                     Distance      Geod. Az  |
 NM1855|                                                           dddmmss.s |
 NM1855| CO3401 ORR RM 1                             25.436 METERS 02832     |
 NM1855| OQ0736 BERESFORD TANK                      APPROX.27.5 KM 0393915.6 |
 NM1855| CO3398 ORR AZ MK                                          0652206.8 |
 NM1855| NM1843 CHURCH SPIRE E                      APPROX.19.3 KM 0742958.1 |
 NM1855| CO3402 ORR RM 2                             44.593 METERS 12822     |
 NM1855| NM1865 YANKTON SAC HEART HOSP TANK         APPROX.34.3 KM 2661702.0 |
 NM1855| NM1872 YANKTON MUNICIPAL TANK              APPROX.33.9 KM 2663016.3 |
 NM1855| NM1858 GAYVILLE TANK                       APPROX.14.9 KM 2680915.4 |
 NM1855| NM1859 VOLIN TANK                          APPROX.17.1 KM 2942528.9 |
 NM1855| OQ0889 WAKONDA TANK                        APPROX.15.9 KM 3233835.6 |
 NM1855|---------------------------------------------------------------------|
 NM1855
 NM1855                          SUPERSEDED SURVEY CONTROL
 NM1855
 NM1855  NAD 83(1995)-  42 53 35.02021(N)    096 59 25.81729(W) AD(       ) 1
 NM1855  NAD 83(1986)-  42 53 35.02502(N)    096 59 25.80752(W) AD(       ) 1
 NM1855  NAD 27      -  42 53 35.03800(N)    096 59 24.64300(W) AD(       ) 1
 NM1855  NGVD 29             420.23   (m)         1378.7    (f) LEVELING    3  
 NM1855
 NM1855.Superseded values are not recommended for survey control.
 NM1855
 NM1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1855.See file dsdata.pdf to determine how the superseded data were derived.
 NM1855
 NM1855_MARKER: DS = TRIANGULATION STATION DISK
 NM1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1855_STAMPING: ORR 1935
 NM1855_MARK LOGO: CGS
 NM1855_PROJECTION: FLUSH
 NM1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1855+STABILITY: SURFACE MOTION
 NM1855
 NM1855  HISTORY     - Date     Condition        Report By
 NM1855  HISTORY     - 1935     MONUMENTED       CGS
 NM1855  HISTORY     - 1948     GOOD             CGS
 NM1855
 NM1855                          STATION DESCRIPTION
 NM1855
 NM1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1855'NOTE--THIS STATION TO BE USED AS MARK FOR ORR LA PLACE AZI.
 NM1855'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 9, T. 93 N.,
 NM1855'R. 52 W., ABOUT 7.5 MILES NORTH AND 3 MILES WEST OF VERMILLION,
 NM1855'0.4 MILE WEST OF THE NORTH-SOUTH SECTION-LINE ROAD, AND 0.25
 NM1855'MILE SOUTH OF THE EAST-WEST SECTION-LINE ROAD.
 NM1855'
 NM1855'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 19
 NM1855'(AT THE WEST EDGE OF VERMILLION), GO NORTH ON STATE HIGHWAY
 NM1855'19 FOR 8.2 MILES, TURN LEFT (WEST) ON GRADED DIRT ROAD AND
 NM1855'GO 1.8 MILES TO LEFT TURN, TURN RIGHT (NORTH) AND GO 0.1
 NM1855'MILE TO DRIVEWAY TO ORR FARM ON LEFT, FOLLOW DRIVEWAY WEST
 NM1855'TO BARN AND GATE IN EAST-WEST FENCE, GO THROUGH GATE, TURN
 NM1855'LEFT (WEST) AND GO TO LANE RUNNING NORTH-AND-SOUTH.  FOLLOW
 NM1855'LANE SOUTH FOR 0.5 MILE TO TOP OF HILL AND STATION.  MARK
 NM1855'IS FLUSH WITH GROUND.
 NM1855'
 NM1855'REFERENCE MARK NO. 1 IS 83.45 FEET (25.436 METERS) NORTH OF
 NM1855'STATION.  MARK IS FLUSH WITH GROUND.
 NM1855'
 NM1855'REFERENCE MARK NO. 2 IS 146.30 FEET (44.593 METERS) EAST
 NM1855'OF STATION.  MARK IS FLUSH WITH GROUND.
 NM1855'
 NM1855'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF STATION.
 NM1855'REACHED FROM MR. ORRS DRIVEWAY BY GOING SOUTH 0.1 MILE, TURN
 NM1855'LEFT (EAST) AND GO 0.3 MILE TO MARK IN NORTH RIGHT-OF-WAY
 NM1855'FENCE LINE, 27 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.
 NM1855'MARK IS FLUSH WITH GROUND.
 NM1855'
 NM1855'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1855
 NM1855                          STATION RECOVERY (1948)
 NM1855
 NM1855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1855'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 NM1855'MARKS WERE IN GOOD CONDITION.  AS THE AZIMUTH MARK WAS GRADED
 NM1855'OUT A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW DESCRIPTION
 NM1855'FOLLOWS.
 NM1855'
 NM1855'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH AND 3 MILES WEST
 NM1855'OF VERMILLION, IN THE NORTHEAST 1/4 OF SEC. 9, T. 93 N., R. 52
 NM1855'W.  IT IS 0.4 MILE WEST OF THE NORTH-SOUTH SECTION LINE AND
 NM1855'0.25 MILE SOUTH OF THE EAST-WEST SECTION LINE.  ON THE HIGHEST
 NM1855'PART OF THE HILL AND 40 FEET NORTHWEST OF A LARGE FLAT ROCK.
 NM1855'THE MARK IS FLUSH WITH THE GROUND
 NM1855'AND THE DISC IS STAMPED ORR 1935.
 NM1855'
 NM1855'REFERENCE MARK NO. 1 IS 83.45 FEET NORTH OF THE STATION AND
 NM1855'ON THE NORTH SLOPE OF THE HILL, ABOUT 4-1/2 FEET LOWER THAN
 NM1855'THE STATION.  THE MARK IS FLUSH
 NM1855'WITH THE GROUND AND THE DISC IS STAMPED ORR NO 1 1935.
 NM1855'
 NM1855'REFERENCE MARK NO. 2 IS 146.30 FEET EAST OF THE STATION,
 NM1855'ON THE EASTWARD EXTENSION OF THE HILL, 3 FEET NORTH OF A
 NM1855'SMALL RED BOULDER.  THE MARK IS
 NM1855'FLUSH WITH THE GROUND AND THE DISC IS STAMPED ORR NO 2 1935.
 NM1855'
 NM1855'AZIMUTH MARK IS 0.4 MILE NORTH-NORTHEAST OF THE STATION,
 NM1855'ON THE NORTH RIGHT-OF-WAY OF THE EAST-WEST SECTION LINE
 NM1855'ROAD, 30 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE
 NM1855'ROAD, 3 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF THE
 NM1855'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES
 NM1855'AND THE DISC IS STAMPED ORR 1948.
 NM1855'
 NM1855'STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 19
 NM1855'AND 50, AT THE WEST EDGE OF VERMILLION, BY GOING NORTHERLY
 NM1855'ON STATE HIGHWAY 19 FOR 8.2 MILES TO A CROSSROADS.  THENCE
 NM1855'LEFT OR WEST ON A GRAVELED ROAD FOR 1.5 MILES TO THE AZIMUTH
 NM1855'MARK ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE WEST FOR 0.35
 NM1855'MILES TO A RIGHT TURN IN THE ROAD.  HERE TURN LEFT OR SOUTH
 NM1855'THRU A GATE INTO A FIELD AND FOLLOW FENCE FOR 0.1 MILE TO
 NM1855'A WIRE GATE ON THE RIGHT.  GO THRU GATE AND GO SOUTHWEST,
 NM1855'UP THE HILL TO ITS HIGHEST PART AND THE STATION SITE.  ABOUT
 NM1855'0.2 MILE.
 NM1855'
 NM1855'HEIGHT OF LIGHT ABOVE STATION MARK--23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1851 ***********************************************************************
 NM1851  DESIGNATION -  ORR LAPLACE AZIMUTH
 NM1851  PID         -  NM1851
 NM1851  STATE/COUNTY-  SD/CLAY
 NM1851  COUNTRY     -  US
 NM1851  USGS QUAD   -  VERMILLION (2017)
 NM1851
 NM1851                         *CURRENT SURVEY CONTROL
 NM1851  ______________________________________________________________________
 NM1851* NAD 83(1996) POSITION- 42 52 04.39023(N) 096 55 45.30280(W)   ADJUSTED
 NM1851* NAVD 88 ORTHO HEIGHT -   367.    (meters)     1204.    (feet) SCALED
 NM1851  ______________________________________________________________________
 NM1851  GEOID HEIGHT    -        -25.558 (meters)                     GEOID18
 NM1851  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 NM1851  HORZ ORDER      -  FIRST
 NM1851
 NM1851.The horizontal coordinates were established by classical geodetic methods
 NM1851.and adjusted by the National Geodetic Survey in January 1998.
 NM1851
 NM1851.The orthometric height was scaled from a topographic map.
 NM1851
 NM1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1851.GEOID18 height accuracy estimate available here.
 NM1851
 NM1851.Click photographs - Photos may exist for this station.
 NM1851
 NM1851.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1851
 NM1851. The following values were computed from the NAD 83(1996) position.
 NM1851
 NM1851;                    North         East     Units Scale Factor Converg.
 NM1851;SPC SD S     -    65,084.332   878,086.041   MT  0.99999200   +2 20 53.9
 NM1851;SPC SD S     -   213,530.85  2,880,853.95   sFT  0.99999200   +2 20 53.9
 NM1851;UTM  14      - 4,748,223.866   669,147.323   MT  0.99995199   +1 24 32.7
 NM1851
 NM1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1851!SPC SD S     -   0.99994642  x   0.99999200  =   0.99993842
 NM1851!UTM  14      -   0.99994642  x   0.99995199  =   0.99989842
 NM1851
 NM1851:                Primary Azimuth Mark                     Grid Az
 NM1851:SPC SD S     -  ORR                                      296 52 15.7
 NM1851:UTM  14      -  ORR                                      297 48 36.9
 NM1851
 NM1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6914748223(NAD 83)
 NM1851
 NM1851|---------------------------------------------------------------------|
 NM1851| PID    Reference Object                     Distance      Geod. Az  |
 NM1851|                                                           dddmmss.s |
 NM1851| CO3400 ORR LAPLACE AZIMUTH RM 2             34.408 METERS 00026     |
 NM1851| NM1843 CHURCH SPIRE E                      APPROX.15.7 KM 0594200.1 |
 NM1851| CO3399 ORR LAPLACE AZIMUTH RM 1             44.070 METERS 09046     |
 NM1851| NM1846 CHURCH SPIRE D                      APPROX. 6.8 KM 0915215.7 |
 NM1851| NM1854 VERMILLION UNIV OF S DAK STK        APPROX. 9.3 KM 1770919.7 |
 NM1851| NM1848 VERMILLION FIRST CONG CH CUP        APPROX. 9.8 KM 1791928.1 |
 NM1851| NM1850 VERMILLION MUN L AND P CO STK       APPROX. 9.7 KM 1810508.8 |
 NM1851| NM1853 VERMILLION TANK                     APPROX.10.0 KM 1815215.7 |
 NM1851| NM1855 ORR                                 APPROX. 5.7 KM 2991309.6 |
 NM1851|---------------------------------------------------------------------|
 NM1851
 NM1851                          SUPERSEDED SURVEY CONTROL
 NM1851
 NM1851  NAD 83(1995)-  42 52 04.39065(N)    096 55 45.30251(W) AD(       ) 1
 NM1851  NAD 83(1986)-  42 52 04.39507(N)    096 55 45.29296(W) AD(       ) 1
 NM1851  NAD 27      -  42 52 04.40600(N)    096 55 44.13700(W) AD(       ) 1
 NM1851
 NM1851.Superseded values are not recommended for survey control.
 NM1851
 NM1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1851.See file dsdata.pdf to determine how the superseded data were derived.
 NM1851
 NM1851_MARKER: DS = TRIANGULATION STATION DISK
 NM1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1851
 NM1851  HISTORY     - Date     Condition        Report By
 NM1851  HISTORY     - 1935     MONUMENTED       CGS
 NM1851
 NM1851                          STATION DESCRIPTION
 NM1851
 NM1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1851'STATION IS LOCATED ABOUT 6 MILES NORTH OF VERMILLION, ON THE
 NM1851'PROPERTY OF MRS. MAE JOLLY OF VERMILLION AND RENTED BY MR.
 NM1851'LEE NELSON.  MARK IS PLACED IN THE BARN LOT 78 FEET NORTHWEST
 NM1851'OF NORTHWEST CORNER OF LARGE RED BARN, 81 FEET NORTH OF EAST-WEST
 NM1851'FENCE LINE, 44 FEET EAST OF NORTH-SOUTH FENCE LINE SEPARATING
 NM1851'LOT FROM CULTIVATED FIELD.  MARK IS FLUSH WITH GROUND.
 NM1851'
 NM1851'REACHED FROM INTERSECTION OF STATE HIGHWAYS 50 AND 19 (ON
 NM1851'WEST SIDE OF VERMILLION) BY GOING NORTH ON STATE HIGHWAY
 NM1851'19 FOR 6.0 MILES TO CROSSROADS, THENCE EAST FOR 1.3 MILES
 NM1851'TO THE NELSON HOME ON NORTH SIDE OF ROAD AND MARK NORTHWEST
 NM1851'OF BARN.
 NM1851'
 NM1851'REFERENCE MARK NO. 1 IS DUE EAST OF STATION SET IN NORTH-SOUTH
 NM1851'FENCE, 48 FEET NORTH OF FENCE CORNER BY WINDMILL.
 NM1851'
 NM1851'REFERENCE MARK NO. 2 IS DUE NORTH OF STATION, SET IN EAST-WEST
 NM1851'FENCE, 42 FEET EAST OF FENCE CORNER.
 NM1851'
 NM1851'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1088 ***********************************************************************
 PT1088  DESIGNATION -  ORTON
 PT1088  PID         -  PT1088
 PT1088  STATE/COUNTY-  SD/STANLEY
 PT1088  COUNTRY     -  US
 PT1088  USGS QUAD   -  MISSION RIDGE (2017)
 PT1088
 PT1088                         *CURRENT SURVEY CONTROL
 PT1088  ______________________________________________________________________
 PT1088* NAD 83(1996) POSITION- 44 44 19.67766(N) 100 47 04.59318(W)   ADJUSTED
 PT1088* NAVD 88 ORTHO HEIGHT -   604.01  (+/-2cm)     1981.7   (feet) VERTCON3
 PT1088  ______________________________________________________________________
 PT1088  GEOID HEIGHT    -        -22.089 (meters)                     GEOID18
 PT1088  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 PT1088  HORZ ORDER      -  THIRD
 PT1088  VERT ORDER      -  THIRD ? (See Below)
 PT1088
 PT1088.The horizontal coordinates were established by classical geodetic methods
 PT1088.and adjusted by the National Geodetic Survey in January 1998.
 PT1088
 PT1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1088
 PT1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1088.GEOID18 height accuracy estimate available here.
 PT1088
 PT1088.The vertical order pertains to the NGVD 29 superseded value.
 PT1088
 PT1088.Click photographs - Photos may exist for this station.
 PT1088
 PT1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1088
 PT1088. The following values were computed from the NAD 83(1996) position.
 PT1088
 PT1088;                    North         East     Units Scale Factor Converg.
 PT1088;SPC SD S     -   267,346.996   564,253.683   MT  1.00009862   -0 18 40.7
 PT1088;SPC SD S     -   877,120.94  1,851,222.29   sFT  1.00009862   -0 18 40.7
 PT1088;UTM  14      - 4,955,484.073   358,707.661   MT  0.99984549   -1 15 22.9
 PT1088
 PT1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1088!SPC SD S     -   0.99990877  x   1.00009862  =   1.00000738
 PT1088!UTM  14      -   0.99990877  x   0.99984549  =   0.99975427
 PT1088
 PT1088:                Primary Azimuth Mark                     Grid Az
 PT1088:SPC SD S     -  ORTON AZ MK                              257 32 55.6
 PT1088:UTM  14      -  ORTON AZ MK                              258 29 37.8
 PT1088
 PT1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5870755484(NAD 83)
 PT1088
 PT1088|---------------------------------------------------------------------|
 PT1088| PID    Reference Object                     Distance      Geod. Az  |
 PT1088|                                                           dddmmss.s |
 PT1088| CO6578 ORTON RM 1                           10.561 METERS 22726     |
 PT1088| CO6577 ORTON AZ MK                                        2571414.9 |
 PT1088| CO6579 ORTON RM 2                           29.620 METERS 32655     |
 PT1088|---------------------------------------------------------------------|
 PT1088
 PT1088                          SUPERSEDED SURVEY CONTROL
 PT1088
 PT1088  NAD 83(1986)-  44 44 19.67147(N)    100 47 04.59469(W) AD(       ) 3
 PT1088  NAD 27      -  44 44 19.73100(N)    100 47 03.05200(W) AD(       ) 3
 PT1088  NGVD 29             603.61   (m)         1980.3    (f) LEVELING    3  
 PT1088
 PT1088.Superseded values are not recommended for survey control.
 PT1088
 PT1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1088.See file dsdata.pdf to determine how the superseded data were derived.
 PT1088
 PT1088_MARKER: DS = TRIANGULATION STATION DISK
 PT1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1088_STAMPING: ORTON 1948
 PT1088_MARK LOGO: CGS
 PT1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1088+STABILITY: SURFACE MOTION
 PT1088
 PT1088  HISTORY     - Date     Condition        Report By
 PT1088  HISTORY     - 1948     MONUMENTED       CGS
 PT1088  HISTORY     - 1950     GOOD             CGS
 PT1088
 PT1088                          STATION DESCRIPTION
 PT1088
 PT1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1088'STATION IS ABOUT 2 MILES SOUTH OF THE CHEYENNE RIVER AND
 PT1088'ABOUT 4-1/2 MILES SW OF THE CONFLUENCE OF CHEYENNE AND MISSOURI
 PT1088'RIVERS.  ON THE NORTHERN AND HIGHEST OF A TWIN PEAKED PROMINENT
 PT1088'BUTTE, AND IN THE SE 1/4 SEC. 14., T. 9 N., R. 27 E., ON LAND
 PT1088'OWNED BY MR. J.F. TIBBS.  IT IS 8.3 FEET SOUTH OF A WITNESS
 PT1088'POST.
 PT1088'
 PT1088'REFERENCE MARK NO. 1 IS 34.65 FEET SOUTHWEST OF THE STATION.
 PT1088'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ORTON NO
 PT1088'1 1948.
 PT1088'
 PT1088'REFERENCE MARK NO. 2 IS 97.18 FEET NORTHWEST OF THE STATION.
 PT1088'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ORTON NO 2
 PT1088'1948.
 PT1088'
 PT1088'THE AZIMUTH MARK IS APPROX. 0.25 MILE WSW OF THE STATION,
 PT1088'31 FEET NORTHWEST OF A DIRT ROAD, AND 3 FEET NORTHWEST OF A
 PT1088'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PT1088'STAMPED ORTON 1948.
 PT1088'
 PT1088'TO REACH FROM THE WEST END OF THE MISSOURI RIVER BRIDGE
 PT1088'BETWEEN PIERRE AND FT. PIERRE, GO SOUTHERLY ON U.S. HIGHWAY
 PT1088'83 AND 14 FOR 0.3 MILE, TURN RIGHT ON HIGHWAY 14 FOR 2.3
 PT1088'MILES TO TOP OF HILL, TURN RIGHT AND CONTINUE ON MAIN TRAVELED
 PT1088'ROAD FOR 6.0 MILES, TURN RIGHT AND GO 7.4 MILES, KEEP LEFT
 PT1088'AND GO 3.1 MILES, KEEP RIGHT AND CONTINUE FOR 5.4 MILES, TURN
 PT1088'LEFT AND FOLLOW THE MAIN TRAVELLED ROAD FOR 14.25 MILES TO A
 PT1088'T-INTERSECTION AT A SCHOOL HOUSE, TURN RIGHT EAST AND GO 1.9
 PT1088'MILES TO CROSSROADS AND A SMALL SCHOOL HOUSE NE OF
 PT1088'CROSSROADS, TURN LEFT NORTH AND FOLLOW THE MAIN ROAD FOR 2.3
 PT1088'MILES TO A WIRE GATE, THROUGH GATE AND CONTINUE ON MAIN
 PT1088'ROAD FOR 1.0 MILE TO ANOTHER GATE AND THE AZIMUTH MARK,
 PT1088'GO THROUGH GATE AND CONTINUE FOR 0.2 MILE, LEAVE THE ROAD
 PT1088'AND BEAR RIGHT 0.1 MILE TO TOP OF BUTTE AND STATION.
 PT1088'
 PT1088'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1088
 PT1088                          STATION RECOVERY (1950)
 PT1088
 PT1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCM)
 PT1088'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 PT1088'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 PT1088'CORRECT.
 PT1088'
 PT1088'THE STATION WAS NOT OCCUPIED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0501 ***********************************************************************
 QT0501  DESIGNATION -  OTTO
 QT0501  PID         -  QT0501
 QT0501  STATE/COUNTY-  SD/BUTTE
 QT0501  COUNTRY     -  US
 QT0501  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0501
 QT0501                         *CURRENT SURVEY CONTROL
 QT0501  ______________________________________________________________________
 QT0501* NAD 83(1996) POSITION- 45 02 06.74709(N) 103 02 25.60961(W)   ADJUSTED
 QT0501* NAVD 88 ORTHO HEIGHT -   869.    (meters)     2851.    (feet) SCALED
 QT0501  ______________________________________________________________________
 QT0501  GEOID HEIGHT    -        -17.162 (meters)                     GEOID18
 QT0501  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 QT0501  HORZ ORDER      -  SECOND
 QT0501
 QT0501.The horizontal coordinates were established by classical geodetic methods
 QT0501.and adjusted by the National Geodetic Survey in January 1998.
 QT0501
 QT0501.The orthometric height was scaled from a topographic map.
 QT0501
 QT0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0501.GEOID18 height accuracy estimate available here.
 QT0501
 QT0501.Click photographs - Photos may exist for this station.
 QT0501
 QT0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0501
 QT0501. The following values were computed from the NAD 83(1996) position.
 QT0501
 QT0501;                    North         East     Units Scale Factor Converg.
 QT0501;SPC SD N     -   138,053.268   360,488.123   MT  0.99993915   -2 09 06.6
 QT0501;SPC SD N     -   452,929.76  1,182,701.45   sFT  0.99993915   -2 09 06.6
 QT0501;UTM  13      - 4,988,729.374   654,348.136   MT  0.99989294   +1 23 12.3
 QT0501
 QT0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0501!SPC SD N     -   0.99986639  x   0.99993915  =   0.99980555
 QT0501!UTM  13      -   0.99986639  x   0.99989294  =   0.99975934
 QT0501
 QT0501:                Primary Azimuth Mark                     Grid Az
 QT0501:SPC SD N     -  MORE AZ MK                               185 36 15.4
 QT0501:UTM  13      -  MORE AZ MK                               182 03 56.5
 QT0501
 QT0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5434888729(NAD 83)
 QT0501
 QT0501|---------------------------------------------------------------------|
 QT0501| PID    Reference Object                     Distance      Geod. Az  |
 QT0501|                                                           dddmmss.s |
 QT0501| CQ8728 OTTO RM 1                             9.428 METERS 01855     |
 QT0501| CQ8729 OTTO RM 2                             9.035 METERS 13051     |
 QT0501| QT0502 MORE AZ MK                          493.128 METERS 1832708.8 |
 QT0501|---------------------------------------------------------------------|
 QT0501
 QT0501                          SUPERSEDED SURVEY CONTROL
 QT0501
 QT0501  NAD 83(1993)-  45 02 06.73996(N)    103 02 25.60724(W) AD(       ) 2
 QT0501  NAD 83(1986)-  45 02 06.73718(N)    103 02 25.60627(W) AD(       ) 2
 QT0501  NAD 27      -  45 02 06.77390(N)    103 02 23.97710(W) AD(       ) 2
 QT0501
 QT0501.Superseded values are not recommended for survey control.
 QT0501
 QT0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0501.See file dsdata.pdf to determine how the superseded data were derived.
 QT0501
 QT0501_MARKER: DS = TRIANGULATION STATION DISK
 QT0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0501_STAMPING: OTTO 1962
 QT0501_MARK LOGO: CGS
 QT0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0501+STABILITY: SURFACE MOTION
 QT0501
 QT0501  HISTORY     - Date     Condition        Report By
 QT0501  HISTORY     - 1962     MONUMENTED       CGS
 QT0501
 QT0501                          STATION DESCRIPTION
 QT0501
 QT0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0501'THE STATION IS LOCATED ABOUT 19-1/2 MILES EAST-NORTHEAST OF
 QT0501'CASTLE ROCK, 15 MILES SOUTH-SOUTHWEST OF ZEONA, 8-1/4 MILES
 QT0501'WEST OF MUD BUTTE, AND 4 MILES SOUTH OF THE BRIDGE OVER THE
 QT0501'SOUTH FORK OF THE MOREAU RIVER, ON THE EAST RIGHT-OF-WAY OF
 QT0501'A GRADED, GRAVELED ROAD 100 FEET SOUTH OF THE POINT WHERE IT
 QT0501'CROSSES A RIDGE.  THERE IS A HIGHER POINT ABOUT 100 YARDS
 QT0501'NORTHWEST OF THE STATION.
 QT0501'
 QT0501'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH
 QT0501'ON GIRARD AVENUE 0.4 MILE TO U.S. HIGHWAY 212.  TURN RIGHT AND
 QT0501'GO EAST AND NORTHEAST ON THE HIGHWAY 23.1 MILES TO THE BRIDGE
 QT0501'OVER SULPHUR CREEK.  CONTINUE NORTHEAST 0.4 MILE TO A SIDE
 QT0501'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST AND WEST THEN
 QT0501'NORTH 4.3 MILES ON THE MAIN GRAVELED ROAD TO A CROSSROAD.  TURN
 QT0501'RIGHT AND GO EAST 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 QT0501'CONTINUE EAST AND NORTH 2.9 MILES TO A FORK.  TAKE THE LEFT
 QT0501'FORK AND GO NORTH 2.5 MILES TO A LOW CUT-BANK ON THE LEFT
 QT0501'AND THE AZIMUTH MARK FOR STATION MORE.  CONTINUE NORTH 0.3
 QT0501'MILE TO THE STATION ON THE RIGHT.
 QT0501'
 QT0501'THE STATION MARK, A STANDARD DISK STAMPED OTTO 1962 CEMENTED
 QT0501'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 QT0501'1 INCH ABOVE GROUND, IS 36.7 FEET EAST OF THE CENTER OF THE
 QT0501'GRAVEL ROAD, AND 26.7 FEET SOUTH OF THE SIGN MARKING THE ENTRANCE
 QT0501'TO THE OTTO RITTBERGER RANCH.
 QT0501'
 QT0501'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED OTTO NO
 QT0501'1 1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QT0501'MONUMENT PROJECTING 3 INCHES ABOVE GROUND, IS 23.5 FEET
 QT0501'WEST OF THE CENTER OF THE ROAD TO THE RITTBERGER RANCH,
 QT0501'7 FEET EAST OF THE RANCH SIGN, AND ABOUT 18 INCHES ABOVE STATION
 QT0501'ELEVATION.
 QT0501'
 QT0501'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED OTTO NO
 QT0501'2 1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QT0501'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS 54.4 FEET
 QT0501'EAST OF THE CENTER OF THE GRAVEL ROAD, 23.9 FEET WEST OF THE
 QT0501'CENTER OF THE RANCH ROAD AND ABOUT 1 FOOT ABOVE STATION
 QT0501'ELEVATION.
 QT0501'
 QT0501'THE AZIMUTH MARK FOR TRIANGULATION STATION MORE 1951 ALSO
 QT0501'SERVES AS AZIMUTH MARK FOR THIS STATION.  IT IS A STANDARD
 QT0501'DISK STAMPED MORE 1951 CEMENTED IN THE TOP OF A 12-INCH
 QT0501'CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 QT0501'IT IS LOCATED 100 FEET WEST OF THE CENTER OF THE GRAVEL ROAD,
 QT0501'AND 5.4 FEET WEST OF A WOODEN WITNESS POST.
 QT0501'
 QT0501'MEASUREMENTS TO REFERENCE MARKS SHOWN ABOVE WERE MADE ON THE
 QT0501'DISKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1132 ***********************************************************************
 PT1132  DESIGNATION -  OTTUMWA
 PT1132  PID         -  PT1132
 PT1132  STATE/COUNTY-  SD/HAAKON
 PT1132  COUNTRY     -  US
 PT1132  USGS QUAD   -  OTTUMWA (2017)
 PT1132
 PT1132                         *CURRENT SURVEY CONTROL
 PT1132  ______________________________________________________________________
 PT1132* NAD 83(1996) POSITION- 44 12 43.13278(N) 101 17 37.07934(W)   ADJUSTED
 PT1132* NAVD 88 ORTHO HEIGHT -   680.    (meters)     2231.    (feet) SCALED
 PT1132  ______________________________________________________________________
 PT1132  GEOID HEIGHT    -        -22.207 (meters)                     GEOID18
 PT1132  LAPLACE CORR    -         -7.03  (seconds)                    DEFLEC18
 PT1132  HORZ ORDER      -  THIRD
 PT1132
 PT1132.The horizontal coordinates were established by classical geodetic methods
 PT1132.and adjusted by the National Geodetic Survey in January 1998.
 PT1132
 PT1132.The orthometric height was scaled from a topographic map.
 PT1132
 PT1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1132.GEOID18 height accuracy estimate available here.
 PT1132
 PT1132.Click photographs - Photos may exist for this station.
 PT1132
 PT1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1132
 PT1132. The following values were computed from the NAD 83(1996) position.
 PT1132
 PT1132;                    North         East     Units Scale Factor Converg.
 PT1132;SPC SD S     -   209,151.407   523,257.507   MT  0.99996052   -0 39 44.9
 PT1132;SPC SD S     -   686,190.91  1,716,720.67   sFT  0.99996052   -0 39 44.9
 PT1132;UTM  14      - 4,897,975.741   316,764.570   MT  1.00001294   -1 35 59.4
 PT1132
 PT1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1132!SPC SD S     -   0.99989680  x   0.99996052  =   0.99985732
 PT1132!UTM  14      -   0.99989680  x   1.00001294  =   0.99990974
 PT1132
 PT1132:                Primary Azimuth Mark                     Grid Az
 PT1132:SPC SD S     -  OTTUMWA AZ MK                            269 42 21.5
 PT1132:UTM  14      -  OTTUMWA AZ MK                            270 38 36.0
 PT1132
 PT1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1676497975(NAD 83)
 PT1132
 PT1132|---------------------------------------------------------------------|
 PT1132| PID    Reference Object                     Distance      Geod. Az  |
 PT1132|                                                           dddmmss.s |
 PT1132| CQ4536 OTTUMWA RM 1                         12.534 METERS 09058     |
 PT1132| CQ4535 OTTUMWA AZ MK                                      2690236.6 |
 PT1132| CQ4537 OTTUMWA RM 2                         13.398 METERS 26959     |
 PT1132|---------------------------------------------------------------------|
 PT1132
 PT1132                          SUPERSEDED SURVEY CONTROL
 PT1132
 PT1132  NAD 83(1986)-  44 12 43.12660(N)    101 17 37.08171(W) AD(       ) 3
 PT1132  NAD 27      -  44 12 43.18100(N)    101 17 35.56500(W) AD(       ) 3
 PT1132
 PT1132.Superseded values are not recommended for survey control.
 PT1132
 PT1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1132.See file dsdata.pdf to determine how the superseded data were derived.
 PT1132
 PT1132_MARKER: DS = TRIANGULATION STATION DISK
 PT1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1132_STAMPING: OTTUMWA 1952
 PT1132_MARK LOGO: CGS
 PT1132_PROJECTION: FLUSH
 PT1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1132+STABILITY: SURFACE MOTION
 PT1132
 PT1132  HISTORY     - Date     Condition        Report By
 PT1132  HISTORY     - 1952     MONUMENTED       CGS
 PT1132
 PT1132                          STATION DESCRIPTION
 PT1132
 PT1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1132'THE STATION IS IN SECTION 18, T 3 N, R 24 E, ABOUT 10 MILES
 PT1132'NORTH AND 7 MILES WEST OF MIDLAND, ABOUT 2-1/2 MILES EAST AND
 PT1132'1-1/2 MILES SOUTH OF THE SMALL VILLAGE OF OTTUMWA, ABOUT 0.5
 PT1132'MILE NORTHWEST OF A FARM HOUSE AND GROVE OF TREES, 63 FEET
 PT1132'NORTH OF A WIRE FENCE, AND 34 FEET NORTH OF A GRAVEL ROAD.
 PT1132'
 PT1132'TO REACH THE STATION FROM MIDLAND GO WEST ON U.S. HIGHWAY
 PT1132'14 FOR 8.45 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT
 PT1132'(NORTH) AND PROCEED ON THE GRAVEL ROAD FOR 4.4 MILES TO A
 PT1132'CROSSROADS AND A SCHOOL IN THE NORTHWEST ANGLE, CONTINUE NORTH
 PT1132'ON THE MAIN ROAD FOR 7.7 MILES TO A SIDE ROAD RIGHT AT THE
 PT1132'SMALL VILLAGE OF OTTUMWA, TURN RIGHT AND GO EAST ON THE MAIN
 PT1132'ROAD FOR 2.1 MILES TO A POINT WHERE THE MAIN ROAD TURNS
 PT1132'RIGHT, TURN RIGHT AND GO SOUTH FOR 1.55 MILES TO A POINT WHERE
 PT1132'THE MAIN ROAD TURNS LEFT AND THE AZIMUTH MARK AS DESCRIBED
 PT1132'BELOW, TURN LEFT AND GO EAST FOR 0.6 MILE TO THE TOP OF A
 PT1132'LOW RIDGE AND THE STATION ON THE LEFT AS DESCRIBED ABOVE.
 PT1132'
 PT1132'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 PT1132'STAMPED OTTUMWA 1952.
 PT1132'
 PT1132'REFERENCE MARK NO. 1 IS 63 FEET NORTH OF A WIRE FENCE, AND 34
 PT1132'FEET NORTH OF THE GRAVEL ROAD.  THE MARK IS FLUSH WITH THE
 PT1132'GROUND AND THE DISK IS STAMPED OTTUMWA NO 1 1952.
 PT1132'
 PT1132'REFERENCE MARK NO. 2 IS 63 FEET NORTH OF A WIRE FENCE, AND
 PT1132'34 FEET NORTH OF THE GRAVEL ROAD.  THE MARK PROJECTS 1 INCH
 PT1132'AND THE DISK IS STAMPED OTTUMWA NO 2 1952.
 PT1132'
 PT1132'THE AZIMUTH MARK IS ABOUT 150 FEET SOUTHEAST OF THE CENTER OF
 PT1132'THE CURVE OF THE GRAVEL ROAD, 115 FEET EAST OF A WIRE FENCE
 PT1132'CORNER, 39 FEET SOUTH OF THE GRAVEL ROAD AND 1 FOOT NORTH OF
 PT1132'A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PT1132'OTTUMWA 1952.
 PT1132'
 PT1132'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0855 ***********************************************************************
 PR0855  DESIGNATION -  OUR SAVIORS LUTH CH SPIRE
 PR0855  PID         -  PR0855
 PR0855  STATE/COUNTY-  SD/HAMLIN
 PR0855  COUNTRY     -  US
 PR0855  USGS QUAD   -  HAZEL (2017)
 PR0855
 PR0855                         *CURRENT SURVEY CONTROL
 PR0855  ______________________________________________________________________
 PR0855* NAD 83(1996) POSITION- 44 48 13.70009(N) 097 27 38.66852(W)   ADJUSTED
 PR0855  ______________________________________________________________________
 PR0855  GEOID HEIGHT    -        -24.806 (meters)                     GEOID18
 PR0855  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 PR0855  HORZ ORDER      -  THIRD
 PR0855
 PR0855.The horizontal coordinates were established by classical geodetic methods
 PR0855.and adjusted by the National Geodetic Survey in January 1998.
 PR0855
 PR0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0855.GEOID18 height accuracy estimate available here.
 PR0855
 PR0855.Click photographs - Photos may exist for this station.
 PR0855
 PR0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0855
 PR0855. The following values were computed from the NAD 83(1996) position.
 PR0855
 PR0855;                    North         East     Units Scale Factor Converg.
 PR0855;SPC SD N     -   110,991.030   800,851.300   MT  0.99994839   +1 47 49.7
 PR0855;SPC SD N     -   364,143.07  2,627,459.64   sFT  0.99994839   +1 47 49.7
 PR0855;UTM  14      - 4,962,308.465   621,730.565   MT  0.99978222   +1 05 05.4
 PR0855
 PR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2173062308(NAD 83)
 PR0855
 PR0855                          SUPERSEDED SURVEY CONTROL
 PR0855
 PR0855  NAD 83(1986)-  44 48 13.69732(N)    097 27 38.65251(W) AD(       ) 3
 PR0855  NAD 27      -  44 48 13.82600(N)    097 27 37.36000(W) AD(       ) 3
 PR0855
 PR0855.Superseded values are not recommended for survey control.
 PR0855
 PR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0855.See file dsdata.pdf to determine how the superseded data were derived.
 PR0855
 PR0855_MARKER: 90 = CHURCH SPIRE
 PR0855
 PR0855  HISTORY     - Date     Condition        Report By
 PR0855  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0855
 PR0855                          STATION DESCRIPTION
 PR0855
 PR0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0855'THIS STATION IS THE BASE OF THE FINIAL ON THE SPIRE OF OUR
 PR0855'SAVIORS LUTHERAN CHURCH.  THE CHURCH IS A WHITE WOODEN BUILDING
 PR0855'WITH A SQUARE WHITE WOODEN TOWER AT THE N CENTER OVER ENTRANCE.
 PR0855'THE TOWER HAS A POINTED TOP WINDOW WITH GREEN BOARD FACE ON
 PR0855'EACH SIDE NEAR THE TOP.  THE TOWER IS SURMOUNTED BY AN OCTAGONAL
 PR0855'SLATE COVERED SPIRE.  THE LOWER PART OF THE SPIRE IS SQUARE AND
 PR0855'IS FLARED OUTWARD FORMING WIDE EAVES.  THE BASE OF THE SPIRE
 PR0855'HAS A TRIANGULAR SHAPED DORMER ON EACH SIDE.  THERE IS A HIGH,
 PR0855'THIN METAL FINIAL WITH BALL AND WEATHER VANE AT THE TIP OF
 PR0855'THE SPIRE.  THE SPIRE IS ABOUT 80 FEET HIGH AND IS VERY
 PR0855'PROMINENT.  THE BUILDING WAS ERECTED IN 1926.
 PR0855'
 PR0855'THE CHURCH IS ABOUT 5 MILES S OF HENRY, ABOUT 3 MILES NE OF
 PR0855'NAPLES, ABOUT ON THE HAMLIN-CODINGTON COUNTY LINE AND ABOUT
 PR0855'1-1/2 MILES E OF THE HAMLIN-CLARK COUNTY LINE, 1/2 MILE W OF
 PR0855'A N-S SECTION LINE ROAD, AND ON THE S SIDE OF AN E-W ROAD.
 PR0855'THERE IS A CEMETERY ON THE W SIDE OF THE CHURCH.
 PR0855'
 PR0855'THE STATION WAS OBSERVED FROM KAMPESKA, HENRY, AND NAPLES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0531 ***********************************************************************
 QT0531  DESIGNATION -  OVAL
 QT0531  PID         -  QT0531
 QT0531  STATE/COUNTY-  SD/HARDING
 QT0531  COUNTRY     -  US
 QT0531  USGS QUAD   -  HELLS CANYON (2017)
 QT0531
 QT0531                         *CURRENT SURVEY CONTROL
 QT0531  ______________________________________________________________________
 QT0531* NAD 83(1996) POSITION- 45 15 36.40487(N) 103 47 53.27914(W)   ADJUSTED
 QT0531* NAVD 88 ORTHO HEIGHT -   961.    (meters)     3153.    (feet) SCALED
 QT0531  ______________________________________________________________________
 QT0531  GEOID HEIGHT    -        -16.059 (meters)                     GEOID18
 QT0531  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 QT0531  HORZ ORDER      -  THIRD
 QT0531
 QT0531.The horizontal coordinates were established by classical geodetic methods
 QT0531.and adjusted by the National Geodetic Survey in January 1998.
 QT0531
 QT0531.The orthometric height was scaled from a topographic map.
 QT0531
 QT0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0531.GEOID18 height accuracy estimate available here.
 QT0531
 QT0531.Click photographs - Photos may exist for this station.
 QT0531
 QT0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0531
 QT0531. The following values were computed from the NAD 83(1996) position.
 QT0531
 QT0531;                    North         East     Units Scale Factor Converg.
 QT0531;SPC SD N     -   165,539.818   302,012.824   MT  0.99994575   -2 41 17.1
 QT0531;SPC SD N     -   543,108.55    990,853.74   sFT  0.99994575   -2 41 17.1
 QT0531;UTM  13      - 5,012,548.807   594,295.871   MT  0.99970933   +0 51 13.5
 QT0531
 QT0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0531!SPC SD N     -   0.99985195  x   0.99994575  =   0.99979771
 QT0531!UTM  13      -   0.99985195  x   0.99970933  =   0.99956132
 QT0531
 QT0531:                Primary Azimuth Mark                     Grid Az
 QT0531:SPC SD N     -  OVAL AZ MK                               321 20 51.7
 QT0531:UTM  13      -  OVAL AZ MK                               317 48 21.1
 QT0531
 QT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9429512548(NAD 83)
 QT0531
 QT0531|---------------------------------------------------------------------|
 QT0531| PID    Reference Object                     Distance      Geod. Az  |
 QT0531|                                                           dddmmss.s |
 QT0531| CQ8734 OVAL RM 1                             9.478 METERS 26214     |
 QT0531| CQ8733 OVAL AZ MK                                         3183934.6 |
 QT0531| CQ8735 OVAL RM 2                             8.608 METERS 34520     |
 QT0531|---------------------------------------------------------------------|
 QT0531
 QT0531                          SUPERSEDED SURVEY CONTROL
 QT0531
 QT0531  NAD 83(1993)-  45 15 36.39990(N)    103 47 53.27159(W) AD(       ) 3
 QT0531  NAD 83(1986)-  45 15 36.39433(N)    103 47 53.27220(W) AD(       ) 3
 QT0531  NAD 27      -  45 15 36.42300(N)    103 47 51.53400(W) AD(       ) 3
 QT0531
 QT0531.Superseded values are not recommended for survey control.
 QT0531
 QT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0531.See file dsdata.pdf to determine how the superseded data were derived.
 QT0531
 QT0531_MARKER: DS = TRIANGULATION STATION DISK
 QT0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0531_STAMPING: OVAL 1952
 QT0531_MARK LOGO: CGS
 QT0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0531+STABILITY: SURFACE MOTION
 QT0531
 QT0531  HISTORY     - Date     Condition        Report By
 QT0531  HISTORY     - 1952     MONUMENTED       CGS
 QT0531  HISTORY     - 1973     GOOD             USGS
 QT0531
 QT0531                          STATION DESCRIPTION
 QT0531
 QT0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0531'THE STATION IS IN SECTION 18, T 15 N, R 3 E, ON THE RIGHT-OF-WAY
 QT0531'OF A GRADED DIRT ROAD, ABOUT 12-1/4 MILES WEST AND 1 MILE SOUTH
 QT0531'OF REDIG, 10 MILES SOUTH AND 1-3/4 MILES EAST OF HARDING,
 QT0531'46 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 5 FEET NORTH
 QT0531'OF A 4 X 4 INCH WITNESS POST.
 QT0531'
 QT0531'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0531'STATE HIGHWAY 79 ABOUT 5.3 MILES SOUTH OF REDIG, GO WEST ON
 QT0531'U.S. HIGHWAY 85 FOR 11.8 MILES TO A SIDE ROAD ON THE RIGHT,
 QT0531'TURN RIGHT ON MAIN GRADED DIRT ROAD AND GO 5.6 MILES NORTHWESTERLY
 QT0531'TO A STEEL BRIDGE, CONTINUE ON THE MAIN ROAD FOR 2.3 MILES
 QT0531'TO THE STATION ON THE LEFT, CONTINUE NORTHWEST FOR 0.55 MILE
 QT0531'TO THE AZIMUTH MARK AS DESCRIBED.
 QT0531'
 QT0531'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0531'OVAL 1952.
 QT0531'
 QT0531'REFERENCE MARK 1 IS 32 FEET WEST OF A 4 X 4 INCH WITNESS
 QT0531'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0531'OVAL NO 1 1952.
 QT0531'
 QT0531'REFERENCE MARK 2 IS 41 FEET WEST OF THE CENTER OF THE GRADED
 QT0531'ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0531'OVAL NO 2 1952.
 QT0531'
 QT0531'THE AZIMUTH MARK IS 43 FEET EAST OF THE CENTER OF THE GRADED
 QT0531'ROAD AND 2 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE
 QT0531'MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED OVAL 1952.
 QT0531'
 QT0531'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0531
 QT0531                          STATION RECOVERY (1973)
 QT0531
 QT0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0531'TO REACH THE STATION FROM REDIG, GO SOUTH ON U.S. HWY. 85
 QT0531'FOR 5.0 MI TO X-RDS.  TURN RIGHT AND GO WEST ON BLACK TOP
 QT0531'RD. FOR 10.25 MI TO A GRAVEL RD. NORTH.  TURN RIGHT AND
 QT0531'GO NORTH ON GRAVEL RD. FOR 7.2 MI TO A CATTLE GUARD, TURN
 QT0531'LEFT AND GO WEST CROSS COUNTRY FOR 0.1 MI TO TOP OF HILL AND
 QT0531'THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2320 ***********************************************************************
 PU2320  DESIGNATION -  OVERPASS
 PU2320  PID         -  PU2320
 PU2320  STATE/COUNTY-  SD/LAWRENCE
 PU2320  COUNTRY     -  US
 PU2320  USGS QUAD   -  STURGIS (2017)
 PU2320
 PU2320                         *CURRENT SURVEY CONTROL
 PU2320  ______________________________________________________________________
 PU2320* NAD 83(1996) POSITION- 44 27 24.84506(N) 103 36 38.79057(W)   ADJUSTED
 PU2320* NAVD 88 ORTHO HEIGHT -  1120.    (meters)     3675.    (feet) SCALED
 PU2320  ______________________________________________________________________
 PU2320  GEOID HEIGHT    -        -15.064 (meters)                     GEOID18
 PU2320  LAPLACE CORR    -        -10.38  (seconds)                    DEFLEC18
 PU2320  HORZ ORDER      -  THIRD
 PU2320
 PU2320.The horizontal coordinates were established by classical geodetic methods
 PU2320.and adjusted by the National Geodetic Survey in January 1998.
 PU2320
 PU2320.The orthometric height was scaled from a topographic map.
 PU2320
 PU2320.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2320.GEOID18 height accuracy estimate available here.
 PU2320
 PU2320.Click photographs - Photos may exist for this station.
 PU2320
 PU2320.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2320
 PU2320. The following values were computed from the NAD 83(1996) position.
 PU2320
 PU2320;                    North         East     Units Scale Factor Converg.
 PU2320;SPC SD N     -    75,700.098   312,722.585   MT  0.99999254   -2 33 19.7
 PU2320;SPC SD N     -   248,359.40  1,025,990.68   sFT  0.99999254   -2 33 19.7
 PU2320;UTM  13      - 4,923,560.424   610,521.799   MT  0.99975022   +0 58 23.1
 PU2320
 PU2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2320!SPC SD N     -   0.99982685  x   0.99999254  =   0.99981939
 PU2320!UTM  13      -   0.99982685  x   0.99975022  =   0.99957712
 PU2320
 PU2320:                Primary Azimuth Mark                     Grid Az
 PU2320:SPC SD N     -  OVERPASS AZ MK                           124 39 04.1
 PU2320:UTM  13      -  OVERPASS AZ MK                           121 07 21.3
 PU2320
 PU2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1052123560(NAD 83)
 PU2320
 PU2320|---------------------------------------------------------------------|
 PU2320| PID    Reference Object                     Distance      Geod. Az  |
 PU2320|                                                           dddmmss.s |
 PU2320| CQ4538 OVERPASS AZ MK                                     1220544.4 |
 PU2320| CQ4541 OVERPASS 2 AZ MK                                   1301526.4 |
 PU2320| CQ4539 OVERPASS RM 1                         8.384 METERS 13021     |
 PU2320| PU2321 OVERPASS 2                          110.417 METERS 20047     |
 PU2320| CQ4540 OVERPASS RM 2                         6.120 METERS 31319     |
 PU2320|---------------------------------------------------------------------|
 PU2320
 PU2320                          SUPERSEDED SURVEY CONTROL
 PU2320
 PU2320  NAD 83(1993)-  44 27 24.83780(N)    103 36 38.79378(W) AD(       ) 3
 PU2320  NAD 83(1986)-  44 27 24.82990(N)    103 36 38.79133(W) AD(       ) 3
 PU2320  NAD 27      -  44 27 24.89140(N)    103 36 37.09580(W) AD(       ) 3
 PU2320
 PU2320.Superseded values are not recommended for survey control.
 PU2320
 PU2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2320.See file dsdata.pdf to determine how the superseded data were derived.
 PU2320
 PU2320_MARKER: DS = TRIANGULATION STATION DISK
 PU2320_SETTING: 66 = SET IN ROCK OUTCROP
 PU2320_STAMPING: OVERPASS 1950
 PU2320_MARK LOGO: CGS
 PU2320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2320+STABILITY: POSITION/ELEVATION WELL
 PU2320
 PU2320  HISTORY     - Date     Condition        Report By
 PU2320  HISTORY     - 1950     MONUMENTED       CGS
 PU2320  HISTORY     - 1967     SEE DESCRIPTION  CGS
 PU2320
 PU2320                          STATION DESCRIPTION
 PU2320
 PU2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2320'THE STATION IS LOCATD ON THE RIGHT-OF-WAY OF STATE HIGHWAY 24,
 PU2320'ABOUT 5 MILES NORTHWEST OF STURGIS, 1-1/2 MILES EAST-SOUTHEAST
 PU2320'OF WHITEWOOD, 71 FEET WEST OF THE CENTER OF STATE HIGHWAY
 PU2320'24, 10.5 FEET WEST OF A WITNESS POST, AND 3 FEET EAST OF A
 PU2320'WIRE FENCE.
 PU2320'
 PU2320'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PU2320'AND STATE HIGHWAYS 24 AND 79 IN STURGIS, GO WEST ON STATE
 PU2320'HIGHWAY 24 FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAY 14
 PU2320'ON THE LEFT.  CONTINUE NORTHWESTERLY ON STATE HIGHWAY 24
 PU2320'FOR 5.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 PU2320'CONTINUE WESTERLY ON THE HIGHWAY FOR 0.25 MILE TO THE TOP OF A
 PU2320'GRADE AND THE STATION ON THE LEFT AS DESCRIBED.
 PU2320'
 PU2320'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILLED
 PU2320'HOLE IN OUTCROPPING BEDROCK.  THE MARK IS FLUSH WITH THE GROUND,
 PU2320'AND THE DISK IS STAMPED OVERPASS 1950.
 PU2320'
 PU2320'REFERENCE MARK NO. 1 IS 72 FEET WEST OF THE CENTER OF THE
 PU2320'HIGHWAY, AND 3 FEET EAST OF A WIRE FENCE.  THE MARK IS A
 PU2320'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE POST,
 PU2320'PROJECTING 6 INCHES, AND THE DISK IS STAMPED OVERPASS NO
 PU2320'1 1950.
 PU2320'
 PU2320'REFERENCE MARK NO. 2 IS 70 FEET WEST OF THE CENTER OF THE
 PU2320'HIGHWAY, AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS A
 PU2320'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER,
 PU2320'PROJECTING 2 INCHES, AND THE DISK IS STAMPED OVERPASS NO 2
 PU2320'1950.
 PU2320'
 PU2320'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY,
 PU2320'3 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF THE CENTER
 PU2320'OF THE HIGHWAY, 3 FEET NORTH OF A WITNESS POST, AND 1 FOOT
 PU2320'WEST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN
 PU2320'THE TOP OF A 12-INCH CONCRETE CYLINDER, PROJECTING 7 INCHES,
 PU2320'AND THE DISK IS STAMPED OVERPASS 1950.
 PU2320'
 PU2320'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2320
 PU2320                          STATION RECOVERY (1967)
 PU2320
 PU2320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PU2320'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PU2320'CONDITION.  ALL MARKS WERE IN THE WAY OF CONSTRUCTION OF
 PU2320'INTERSTATE 90 SO A NEW STATION WAS ESTABLISHED TO THE
 PU2320'SOUTH-SOUTHWEST OF THE ORIGINAL SITE.  FOR DETAILS SEE
 PU2320'DESCRIPTION FOR OVERPASS 2 1967.
 PU2320'
 PU2320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 PU2320'NORTHWEST STURGIS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2321 ***********************************************************************
 PU2321  CBN         -  This is a Cooperative Base Network Control Station.
 PU2321  DESIGNATION -  OVERPASS 2
 PU2321  PID         -  PU2321
 PU2321  STATE/COUNTY-  SD/LAWRENCE
 PU2321  COUNTRY     -  US
 PU2321  USGS QUAD   -  STURGIS (2017)
 PU2321
 PU2321                         *CURRENT SURVEY CONTROL
 PU2321  ______________________________________________________________________
 PU2321* NAD 83(2011) POSITION- 44 27 21.50141(N) 103 36 40.56120(W)   ADJUSTED
 PU2321* NAD 83(2011) ELLIP HT-  1106.132 (meters)        (06/27/12)   ADJUSTED
 PU2321* NAD 83(2011) EPOCH   -  2010.00
 PU2321* NAVD 88 ORTHO HEIGHT -  1121.182 (meters)     3678.41  (feet) ADJUSTED
 PU2321  ______________________________________________________________________
 PU2321  GEOID HEIGHT    -        -15.057 (meters)                     GEOID18
 PU2321  NAD 83(2011) X  - -1,073,337.396 (meters)                     COMP
 PU2321  NAD 83(2011) Y  - -4,432,830.797 (meters)                     COMP
 PU2321  NAD 83(2011) Z  -  4,445,172.063 (meters)                     COMP
 PU2321  LAPLACE CORR    -        -10.52  (seconds)                    DEFLEC18
 PU2321  DYNAMIC HEIGHT  -       1120.817 (meters)     3677.21  (feet) COMP
 PU2321  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 PU2321
 PU2321  VERT ORDER      -  FIRST     CLASS II
 PU2321
 PU2321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2321  Standards:
 PU2321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2321  -------------------------------------------------------------------
 PU2321  NETWORK    1.12   3.33           0.52   0.36   1.70     -0.09895516
 PU2321  -------------------------------------------------------------------
 PU2321  Click here for local accuracies and other accuracy information.
 PU2321
 PU2321.The horizontal coordinates were established by GPS observations
 PU2321.and adjusted by the National Geodetic Survey in June 2012.
 PU2321
 PU2321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2321.been affixed to the stable North American tectonic plate. See 
 PU2321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2321
 PU2321.The horizontal coordinates are valid at the epoch date displayed above
 PU2321.which is a decimal equivalence of Year/Month/Day.
 PU2321
 PU2321.The orthometric height was determined by differential leveling and
 PU2321.adjusted by the NATIONAL GEODETIC SURVEY
 PU2321.in September 1993.
 PU2321
 PU2321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2321.GEOID18 height accuracy estimate available here.
 PU2321
 PU2321.Click photographs - Photos may exist for this station.
 PU2321
 PU2321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2321
 PU2321.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2321
 PU2321.The ellipsoidal height was determined by GPS observations
 PU2321.and is referenced to NAD 83.
 PU2321
 PU2321.The dynamic height is computed by dividing the NAVD 88
 PU2321.geopotential number by the normal gravity value computed on the
 PU2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2321.degrees latitude (g = 980.6199 gals.).
 PU2321
 PU2321.The modeled gravity was interpolated from observed gravity values.
 PU2321
 PU2321. The following values were computed from the NAD 83(2011) position.
 PU2321
 PU2321;                    North         East     Units Scale Factor Converg.
 PU2321;SPC SD N     -    75,598.739   312,678.877   MT  0.99999270   -2 33 21.0
 PU2321;SPC SD N     -   248,026.86  1,025,847.28   sFT  0.99999270   -2 33 21.0
 PU2321;UTM  13      - 4,923,456.591   610,484.422   MT  0.99975012   +0 58 21.8
 PU2321
 PU2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2321!SPC SD N     -   0.99982659  x   0.99999270  =   0.99981929
 PU2321!UTM  13      -   0.99982659  x   0.99975012  =   0.99957676
 PU2321
 PU2321:                Primary Azimuth Mark                     Grid Az
 PU2321:SPC SD N     -  OVERPASS 2 AZ MK                         124 27 18.9
 PU2321:UTM  13      -  OVERPASS 2 AZ MK                         120 55 36.1
 PU2321
 PU2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1048423456(NAD 83)
 PU2321
 PU2321|---------------------------------------------------------------------|
 PU2321| PID    Reference Object                     Distance      Geod. Az  |
 PU2321|                                                           dddmmss.s |
 PU2321| PU2320 OVERPASS                            110.417 METERS 02047     |
 PU2321| CQ4538 OVERPASS AZ MK                                     1111644.4 |
 PU2321| PU2606 OVERPASS 2 RM 3                      13.700 METERS 11841     |
 PU2321| CQ4541 OVERPASS 2 AZ MK                                   1215357.9 |
 PU2321| PU2607 OVERPASS 2 RM 4                      17.349 METERS 29815     |
 PU2321|---------------------------------------------------------------------|
 PU2321
 PU2321                          SUPERSEDED SURVEY CONTROL
 PU2321
 PU2321  NAD 83(2007)-  44 27 21.50127(N)    103 36 40.56234(W) AD(2002.00) 0
 PU2321  ELLIP H (02/10/07) 1106.161  (m)                       GP(2002.00)    
 PU2321  ELLIP H (04/15/04) 1106.153  (m)                       GP(       ) 2 1
 PU2321  NAD 83(1996)-  44 27 21.50053(N)    103 36 40.56235(W) AD(       ) B
 PU2321  ELLIP H (04/18/97) 1106.216  (m)                       GP(       ) 4 1
 PU2321  NAD 83(1993)-  44 27 21.49327(N)    103 36 40.56555(W) AD(       ) 3
 PU2321  NAD 83(1986)-  44 27 21.48536(N)    103 36 40.56309(W) AD(       ) 3
 PU2321  NAD 27      -  44 27 21.54678(N)    103 36 38.86732(W) AD(       ) 3
 PU2321  NAVD 88            1121.18   (m)         3678.4    (f) LEVELING    3  
 PU2321  NGVD 29            1120.66   (m)         3676.7    (f) LEVELING    3  
 PU2321
 PU2321.Superseded values are not recommended for survey control.
 PU2321
 PU2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2321.See file dsdata.pdf to determine how the superseded data were derived.
 PU2321
 PU2321_MARKER: DS = TRIANGULATION STATION DISK
 PU2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2321_STAMPING: OVERPASS 2 1967
 PU2321_MARK LOGO: CGS
 PU2321_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2321+STABILITY: SURFACE MOTION
 PU2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2321+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 PU2321
 PU2321  HISTORY     - Date     Condition        Report By
 PU2321  HISTORY     - 1967     MONUMENTED       CGS
 PU2321  HISTORY     - 1967     GOOD             CGS
 PU2321  HISTORY     - 19910819 GOOD             NGS
 PU2321  HISTORY     - 19910910 GOOD             NGS
 PU2321  HISTORY     - 19911001 GOOD             USFS
 PU2321  HISTORY     - 19960826 GOOD             NGS
 PU2321  HISTORY     - 20100611 GOOD             WOOLPT
 PU2321  HISTORY     - 20120320 GOOD             INDIV
 PU2321
 PU2321                          STATION DESCRIPTION
 PU2321
 PU2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PU2321'THE STATION IS ON THE RIGHT OF WAY OF U.S. INTERSTATE HIGHWAY 90
 PU2321'ABOUT 5 MILES NORTHWEST OF STURGIS AND 1.5 MILES SOUTHEAST OF
 PU2321'WHITEWOOD.
 PU2321'
 PU2321'TO REACH FROM STURGIS, FROM THE JUNCTION OF INTERSTATE 90, U.S.
 PU2321'HIGHWAY 14 AND STATE HIGHWAY 34 AT THE NORTHWEST EDGE OF TOWN, GO
 PU2321'NORTHWEST ON INTERSTATE 90 FOR 4.5 MILES TO THE AZIMUTH MARK ON THE
 PU2321'LEFT, CONTINUE NORTHWEST FOR 0.45 MILE TO STATION ON LEFT.
 PU2321'
 PU2321'TO REACH FROM WHITEWOOD, FROM THE POST OFFICE, GO EAST ON U.S.
 PU2321'14 AND THE INTERSTATE FOR 1.5 MILES TO THE STATION ON THE RIGHT.
 PU2321'
 PU2321'THE STATION IS ON THE SOUTHWEST EDGE OF THE RIGHT OF WAY OF
 PU2321'INTERSTATE 90, ON TOP OF A 40-FOOT BANK TO NORTH OF A DEEP
 PU2321'RAILROAD CUT, 2 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 PU2321'NORTHEAST OF THE EDGE OF THE RIGHT OF WAY.  THE MARK PROJECTS 2
 PU2321'INCHES AND THE DISK IS STAMPED OVERPASS 2 1967.
 PU2321'
 PU2321'R.M. NO. 3 IS EAST-SOUTHEAST OF THE STATION AND IS 1 FOOT NORTH
 PU2321'OF THE RIGHT OF WAY LIMITS.  THE MARK PROJECTS 4 INCHES AND THE
 PU2321'DISK IS STAMPED OVERPASS 2 NO 3 1967.
 PU2321'
 PU2321'R.M. NO. 4 IS WEST-NORTHWEST OF THE STATION AND IS 1 FOOT NORTH
 PU2321'OF THE SOUTH RIGHT OF WAY.  THE MARK PROJECTS 3 INCHES AND THE
 PU2321'DISK IS STAMPED OVERPASS 2 NO 4 1967.
 PU2321'
 PU2321'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 2 FEET
 PU2321'WEST-NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF THE
 PU2321'RIGHT OF WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 PU2321'STAMPED OVERPASS 2 1967.
 PU2321'
 PU2321'FROM OVERPASS TO OVERPASS 2 = +4.646 FEET.
 PU2321
 PU2321                          STATION RECOVERY (1967)
 PU2321
 PU2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 PU2321'RECOVERED IN GOOD CONDITION.
 PU2321
 PU2321                          STATION RECOVERY (1991)
 PU2321
 PU2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2321'7.8 KM (4.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2321'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, ON THE HIGHEST
 PU2321'POINT OF A HIGHWAY CUT, 80.0 M (262.5 FT) SOUTHWEST OF THE CENTERLINE
 PU2321'OF THE EASTBOUND LANES OF THE HIGHWAY, 40.8 M (133.9 FT) SOUTHWEST OF
 PU2321'THE CENTERLINE OF A PAVED ROAD (OLD U.S. HIGHWAY 14), 17.5 M (57.4
 PU2321'FT) SOUTHEAST OF REFERENCE MARK 4, 13.7 M (44.9 FT) NORTHWEST OF
 PU2321'REFERENCE MARK 3, 0.8 M (2.6 FT) NORTH-NORTHWEST OF A WITNESS POST,
 PU2321'0.4 M (1.3 FT) NORTHEAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 PU2321'THE GROUND SURFACE.
 PU2321
 PU2321                          STATION RECOVERY (1991)
 PU2321
 PU2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU2321'STATION IS LOCATED ABOUT 7.8 KM (4.8 MI) WEST OF STURGIS ALONG THE
 PU2321'SOUTH RIGHT-OF-WAY OF INTERSTATE 90 SERVICE ROAD (OLD HIGHWAY 14) AND
 PU2321'AT THE TOP OF A CUT BANK. OWNERSHIP--SOUTH DAKOTA DEPARTMENT OF
 PU2321'TRANSPORTATION.
 PU2321'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 90 AND STATE ROUTE 34
 PU2321'INTERCHANGE (EXIT 30) IN STURGIS, GO SOUTH ON ROUTE 34 FOR 0.08 KM
 PU2321'(0.05 MI) TO INTERSTATE 90 FRONTAGE ROAD ON THE RIGHT.  TURN RIGHT,
 PU2321'WEST, ON SERVICE ROAD FOR 8.38 KM (5.21 MI) TO THE STATION ON THE
 PU2321'LEFT ON THE TOP OF THE HIGHEST POINT OF A CUT BANK.
 PU2321'STATION IS 80.0 M (262.5 FT) SOUTHWEST FROM THE CENTER OF THE
 PU2321'EASTBOUND LANES OF INTERSTATE 90, 40.8 M (133.9 FT) SOUTHWEST FROM
 PU2321'THE CENTER OF FRONTAGE ROAD (OLD HIGHWAY 14), 17.3 M (56.8 FT)
 PU2321'SOUTHEAST FROM RM4, 13.7 M (44.9 FT) NORTHWEST FROM RM3, 0.8 M
 PU2321'(2.6 FT) NORTH-NORTHWEST FROM A WITNESS POST, 0.4 M (1.3 FT)
 PU2321'NORTHEAST FROM A RIGHT-OF-WAY FENCE LINE AND FLUSH WITH THE GROUND.
 PU2321
 PU2321                          STATION RECOVERY (1991)
 PU2321
 PU2321'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2321'RECOVERED IN GOOD CONDITION.
 PU2321
 PU2321                          STATION RECOVERY (1996)
 PU2321
 PU2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2321'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF DEADWOOD,
 PU2321'5.0 MI (8.0 KM) NORTHWEST OF STURGIS, AND 2.0 MI (3.2 KM) SOUTHEAST OF
 PU2321'WHITEWOOD ON OLD HIGHWAY 14 (WHITEWOOD ROAD). OWNERSHIP--LAWRENCE
 PU2321'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 PU2321'90 AND STATE HIGHWAY 34 IN STURGIS, GO SOUTH ON STATE HIGHWAY 34 FOR
 PU2321'0.15 MI (0.24 KM) TO THE JUNCTION OF AN INTERSTATE HIGHWAY FRONTAGE
 PU2321'ROAD (WHITEWOOD ROAD) ON THE RIGHT, TURN RIGHT AND GO WEST ON THE
 PU2321'FRONTAGE ROAD FOR 4.9 MI (7.9 KM) TO THE STATION ON THE LEFT, AT THE
 PU2321'HIGHEST POINT OF A HIGHWAY CUT.  THE STATION IS LOCATED 262.5 FT (80.0
 PU2321'M) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND INTERSTATE HIGHWAY,
 PU2321'133.9 FT (40.8 M) SOUTHWEST OF THE ROAD CENTER, 56.8 FT (17.3 M)
 PU2321'SOUTHEAST OF REFERENCE MARK 4, 44.9 FT (13.7 M) NORTHWEST OF REFERENCE
 PU2321'MARK 3, 21.0 FT (6.4 M) ABOVE THE LEVEL OF ROAD, 2.6 FT (0.8 M)
 PU2321'NORTH-NORTHWEST OF A WITNESS POST, 1.3 FT (0.4 M) NORTHEAST OF A
 PU2321'FENCE, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE THE GROUND
 PU2321'SURFACE.
 PU2321
 PU2321                          STATION RECOVERY (2010)
 PU2321
 PU2321'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 PU2321'RECOVERED AS DESCRIBED
 PU2321
 PU2321                          STATION RECOVERY (2012)
 PU2321
 PU2321'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2606 ***********************************************************************
 PU2606  DESIGNATION -  OVERPASS 2 RM 3
 PU2606  PID         -  PU2606
 PU2606  STATE/COUNTY-  SD/LAWRENCE
 PU2606  COUNTRY     -  US
 PU2606  USGS QUAD   -  STURGIS (2017)
 PU2606
 PU2606                         *CURRENT SURVEY CONTROL
 PU2606  ______________________________________________________________________
 PU2606* NAD 83(1986) POSITION- 44 27 21.29   (N) 103 36 40.02   (W)   HD_HELD1
 PU2606* NAVD 88 ORTHO HEIGHT -  1120.666 (meters)     3676.72  (feet) ADJUSTED
 PU2606  ______________________________________________________________________
 PU2606  GEOID HEIGHT    -        -15.057 (meters)                     GEOID18
 PU2606  DYNAMIC HEIGHT  -       1120.302 (meters)     3675.52  (feet) COMP
 PU2606  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 PU2606
 PU2606  VERT ORDER      -  FIRST     CLASS II
 PU2606
 PU2606.The horizontal coordinates were determined by differentially corrected
 PU2606.hand held GPS observations or other comparable positioning techniques
 PU2606.and have an estimated accuracy of +/- 3 meters.
 PU2606
 PU2606.The orthometric height was determined by differential leveling and
 PU2606.adjusted by the NATIONAL GEODETIC SURVEY
 PU2606.in September 1993.
 PU2606
 PU2606.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2606.GEOID18 height accuracy estimate available here.
 PU2606
 PU2606.Click photographs - Photos may exist for this station.
 PU2606
 PU2606.The dynamic height is computed by dividing the NAVD 88
 PU2606.geopotential number by the normal gravity value computed on the
 PU2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2606.degrees latitude (g = 980.6199 gals.).
 PU2606
 PU2606.The modeled gravity was interpolated from observed gravity values.
 PU2606
 PU2606;                    North         East    Units  Estimated Accuracy
 PU2606;SPC SD N     -    75,591.7     312,690.5     MT  (+/- 3 meters HH1 GPS) 
 PU2606
 PU2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1049623450(NAD 83)
 PU2606
 PU2606                          SUPERSEDED SURVEY CONTROL
 PU2606
 PU2606.No superseded survey control is available for this station.
 PU2606
 PU2606_MARKER: DR = REFERENCE MARK DISK
 PU2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2606_STAMPING: OVERPASS 2 NO 3 1967
 PU2606_MARK LOGO: CGS
 PU2606_PROJECTION: FLUSH
 PU2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2606+STABILITY: SURFACE MOTION
 PU2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2606+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 PU2606
 PU2606  HISTORY     - Date     Condition        Report By
 PU2606  HISTORY     - 1967     MONUMENTED       CGS
 PU2606  HISTORY     - 19910819 GOOD             NGS
 PU2606  HISTORY     - 20120320 GOOD             INDIV
 PU2606
 PU2606                          STATION DESCRIPTION
 PU2606
 PU2606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2606'7.8 KM (4.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 PU2606'JUNCTION WITH STATE HIGHWAY 34 (EXIT 30) IN STURGIS, ON THE HIGHEST
 PU2606'POINT OF A HIGHWAY CUT, 80.0 M (262.5 FT) SOUTHWEST OF THE CENTERLINE
 PU2606'OF THE EASTBOUND LANES OF THE HIGHWAY, 40.8 M (133.9 FT) SOUTHWEST OF
 PU2606'THE CENTERLINE OF A PAVED ROAD (OLD U.S. HIGHWAY 14), 13.7 M (44.9
 PU2606'FT) SOUTHEAST OF TRIANGULATION STATION OVERPASS 2, 11.0 M (36.1 FT)
 PU2606'ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH-NORTHWEST OF A
 PU2606'BRACED FENCE POST, 0.4 M (1.3 FT) NORTHEAST OF A FENCE, AND THE
 PU2606'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2606
 PU2606                          STATION RECOVERY (2012)
 PU2606
 PU2606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2607 ***********************************************************************
 PU2607  DESIGNATION -  OVERPASS 2 RM 4
 PU2607  PID         -  PU2607
 PU2607  STATE/COUNTY-  SD/LAWRENCE
 PU2607  COUNTRY     -  US
 PU2607  USGS QUAD   -  STURGIS (2017)
 PU2607
 PU2607                         *CURRENT SURVEY CONTROL
 PU2607  ______________________________________________________________________
 PU2607* NAD 83(1986) POSITION- 44 27 21.77   (N) 103 36 41.25   (W)   HD_HELD1
 PU2607* NAVD 88 ORTHO HEIGHT -  1119.887 (meters)     3674.16  (feet) ADJUSTED
 PU2607  ______________________________________________________________________
 PU2607  GEOID HEIGHT    -        -15.057 (meters)                     GEOID18
 PU2607  DYNAMIC HEIGHT  -       1119.523 (meters)     3672.97  (feet) COMP
 PU2607  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 PU2607
 PU2607  VERT ORDER      -  FIRST     CLASS II
 PU2607
 PU2607.The horizontal coordinates were determined by differentially corrected
 PU2607.hand held GPS observations or other comparable positioning techniques
 PU2607.and have an estimated accuracy of +/- 3 meters.
 PU2607
 PU2607.The orthometric height was determined by differential leveling and
 PU2607.adjusted by the NATIONAL GEODETIC SURVEY
 PU2607.in September 1993.
 PU2607
 PU2607.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2607.GEOID18 height accuracy estimate available here.
 PU2607
 PU2607.Click photographs - Photos may exist for this station.
 PU2607
 PU2607.The dynamic height is computed by dividing the NAVD 88
 PU2607.geopotential number by the normal gravity value computed on the
 PU2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2607.degrees latitude (g = 980.6199 gals.).
 PU2607
 PU2607.The modeled gravity was interpolated from observed gravity values.
 PU2607
 PU2607;                    North         East    Units  Estimated Accuracy
 PU2607;SPC SD N     -    75,607.7     312,664.0     MT  (+/- 3 meters HH1 GPS) 
 PU2607
 PU2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1046923464(NAD 83)
 PU2607
 PU2607                          SUPERSEDED SURVEY CONTROL
 PU2607
 PU2607.No superseded survey control is available for this station.
 PU2607
 PU2607_MARKER: DR = REFERENCE MARK DISK
 PU2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2607_STAMPING: OVERPASS 2 NO 4 1967
 PU2607_MARK LOGO: CGS
 PU2607_PROJECTION: FLUSH
 PU2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2607+STABILITY: SURFACE MOTION
 PU2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2607+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 PU2607
 PU2607  HISTORY     - Date     Condition        Report By
 PU2607  HISTORY     - 1967     MONUMENTED       CGS
 PU2607  HISTORY     - 19910819 GOOD             NGS
 PU2607  HISTORY     - 20120320 GOOD             INDIV
 PU2607
 PU2607                          STATION DESCRIPTION
 PU2607
 PU2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2607'7.8 KM (4.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2607'JUNCTION OF STATE HIGHWAY 34 (EXIT 30) IN STURGIS, ON THE HIGHEST
 PU2607'POINT OF A HIGHWAY CUT, 80.0 M (262.5 FT) SOUTHWEST OF THE CENTERLINE
 PU2607'OF THE EASTBOUND LANES OF THE HIGHWAY, 40.8 M (133.9 FT) SOUTHWEST OF
 PU2607'THE CENTERLINE OF A PAVED ROAD (OLD U.S. HIGHWAY 14), 13.7 M (44.9
 PU2607'FT) SOUTHEAST OF TRIANGULATION STATION OVERPASS 2, 10.0 M (32.8 FT)
 PU2607'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A FENCE,
 PU2607'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU2607
 PU2607                          STATION RECOVERY (2012)
 PU2607
 PU2607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0879 ***********************************************************************
 OQ0879  DESIGNATION -  OWENS RESET
 OQ0879  PID         -  OQ0879
 OQ0879  STATE/COUNTY-  SD/LAKE
 OQ0879  COUNTRY     -  US
 OQ0879  USGS QUAD   -  WINFRED (2017)
 OQ0879
 OQ0879                         *CURRENT SURVEY CONTROL
 OQ0879  ______________________________________________________________________
 OQ0879* NAD 83(1996) POSITION- 43 53 21.91705(N) 097 20 05.51472(W)   ADJUSTED
 OQ0879* NAVD 88 ORTHO HEIGHT -   517.0   (meters)     1696.    (feet) VERTCON3
 OQ0879  ______________________________________________________________________
 OQ0879  GEOID HEIGHT    -        -25.865 (meters)                     GEOID18
 OQ0879  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 OQ0879  HORZ ORDER      -  FIRST
 OQ0879
 OQ0879.The horizontal coordinates were established by classical geodetic methods
 OQ0879.and adjusted by the National Geodetic Survey in January 1998.
 OQ0879
 OQ0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0879
 OQ0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0879.GEOID18 height accuracy estimate available here.
 OQ0879
 OQ0879.Click photographs - Photos may exist for this station.
 OQ0879
 OQ0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0879
 OQ0879. The following values were computed from the NAD 83(1996) position.
 OQ0879
 OQ0879;                    North         East     Units Scale Factor Converg.
 OQ0879;SPC SD S     -   177,217.770   840,869.847   MT  0.99991804   +2 04 06.6
 OQ0879;SPC SD S     -   581,421.97  2,758,753.82   sFT  0.99991804   +2 04 06.6
 OQ0879;UTM  14      - 4,860,938.811   633,749.159   MT  0.99982002   +1 09 16.4
 OQ0879
 OQ0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0879!SPC SD S     -   0.99992299  x   0.99991804  =   0.99984104
 OQ0879!UTM  14      -   0.99992299  x   0.99982002  =   0.99974303
 OQ0879
 OQ0879:                Primary Azimuth Mark                     Grid Az
 OQ0879:SPC SD S     -  CRANE                                    002 38 51.4
 OQ0879:UTM  14      -  CRANE                                    003 33 41.6
 OQ0879
 OQ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3374960938(NAD 83)
 OQ0879
 OQ0879|---------------------------------------------------------------------|
 OQ0879| PID    Reference Object                     Distance      Geod. Az  |
 OQ0879|                                                           dddmmss.s |
 OQ0879| PR0483 CRANE                               APPROX.18.4 KM 0044258.0 |
 OQ0879| CO3414 OWENS RM                            APPROX. 0.5 KM 0583929.6 |
 OQ0879| CO3413 OWENS AZ MK                                        0591626.7 |
 OQ0879| OQ0855 ORLAND LONE CHURCH SPIRE            APPROX.13.7 KM 1031550.2 |
 OQ0879| CO3415 OWENS RM 3                          131.128 METERS 14741     |
 OQ0879| OQ0881 SWEDISH LUTH CH PYRAMID SPIRE       APPROX. 6.3 KM 1890120.4 |
 OQ0879| OQ0870 SALEM SCHOOLHOUSE DOME              APPROX.18.4 KM 1924218.6 |
 OQ0879| OQ0872 SALEM ST MARYS CHURCH SPIRE         APPROX.18.6 KM 1934909.0 |
 OQ0879| CO3416 OWENS RM 4                          121.121 METERS 20401     |
 OQ0879| OQ0883 SWEDISH BAP CH SQUARE SPIRE         APPROX. 7.5 KM 2314018.0 |
 OQ0879| OQ0882 CHURCH 7 MI N BY W SALEM SPIRE      APPROX.13.4 KM 2334303.2 |
 OQ0879| OQ0921 CANOVA ELEVATOR LEAD COLORED        APPROX.13.7 KM 2660323.6 |
 OQ0879| OQ0884 CANOVA OPEN BELFRY                  APPROX.13.3 KM 2660931.6 |
 OQ0879| PR0909 HOWARD ELEVATOR CENTER              APPROX.20.3 KM 3103018.3 |
 OQ0879| PR0907 HOWARD METHODIST CHURCH SPIRE       APPROX.20.6 KM 3110952.6 |
 OQ0879| PR0910 HOWARD CONG CH SPIRE                APPROX.20.7 KM 3113229.6 |
 OQ0879| PR0905 HOWARD CATHOLIC CHURCH SPIRE        APPROX.21.0 KM 3113748.8 |
 OQ0879| PR0911 HOWARD COURTHOUSE DOME              APPROX.20.8 KM 3121615.5 |
 OQ0879| OQ0876 WINFRED ELEVATOR                    APPROX.12.1 KM 3484840.9 |
 OQ0879| OQ0877 WINFRED CHURCH SPIRE                APPROX.12.2 KM 3490141.8 |
 OQ0879|---------------------------------------------------------------------|
 OQ0879
 OQ0879                          SUPERSEDED SURVEY CONTROL
 OQ0879
 OQ0879  NAD 83(1986)-  43 53 21.92351(N)    097 20 05.48789(W) AD(       ) 1
 OQ0879  NAD 27      -  43 53 22.00900(N)    097 20 04.25800(W) AD(       ) 1
 OQ0879  USSD        -  43 53 22.19200(N)    097 20 04.67000(W) AD(       ) 3
 OQ0879  NGVD 29 (07/19/86)  516.7    (m)         1695.     (f) VERT ANG       
 OQ0879
 OQ0879.Superseded values are not recommended for survey control.
 OQ0879
 OQ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0879.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0879
 OQ0879_MARKER: DS = TRIANGULATION STATION DISK
 OQ0879_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0879_STAMPING: OWENS 1903 1927
 OQ0879_MARK LOGO: CGS
 OQ0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0879
 OQ0879  HISTORY     - Date     Condition        Report By
 OQ0879  HISTORY     - 1927     MONUMENTED       CGS
 OQ0879  HISTORY     - 1935     GOOD             CGS
 OQ0879  HISTORY     - 1949     GOOD             CGS
 OQ0879  HISTORY     - 1966     GOOD             CGS
 OQ0879
 OQ0879                          STATION DESCRIPTION
 OQ0879
 OQ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0879'STATION FOUND AS DESCRIBED.  THE LAND IS NOW OWNED BY HERMAN BRANDES.
 OQ0879'BRASS DISKS WERE SET MARKING THE STATION AND REFERENCE POINTS.
 OQ0879
 OQ0879                          STATION RECOVERY (1935)
 OQ0879
 OQ0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0879'STATION RECOVERED MAY 14, 1935.  FOUND THAT SURFACE MARK HAD BEEN
 OQ0879'TIPPED OUT OF GROUND BY TRACTOR-PLOW AND SET BACK APPROXIMATELY
 OQ0879'IN PLACE.  STANDARD STATION DISK IN TOP OF TERRA-COTTA PIPE
 OQ0879'FILLED WITH AND SET IN CONCRETE.  FLUSH WITH SURFACE OF GROUND.
 OQ0879'IN NE 1/4 SEC. 20, T 105 N, R 54 W, ON LAND OWNED BY MISS MARY
 OQ0879'OWENS AND OCCUPIED BY HERMAN BRANDES WHO LIVES ABOUT 1/2 MILE
 OQ0879'NE OF STATION, ON CREST OF SMALL BUT PRONOUNCED HILL, IN
 OQ0879'CULTIVATED FIELD, 364 FEET N OF FENCE ON E AND W CENTER LINE OF NE
 OQ0879'QUARTER OF SECTION, ABOUT 125 YARDS W OF A SMALL LOW MEADOW,
 OQ0879'AND 43 FEET W OF A PILE OF BOULDERS.
 OQ0879'
 OQ0879'REFERENCE MARK NO. 1.  STANDARD REFERENCE DISK IN TILE FILLED
 OQ0879'WITH AND SET IN CONCRETE, FLUSH WIH SURFACE OF GROUND, IN DRIVEWAY
 OQ0879'INTO FIELD AT NE CORNER OF SECTION, 35 FEET S OF CENTER LINE OF
 OQ0879'E AND W ROAD, 35 FEET W OF CENTER LINE OF N AND S ROAD, AND 4
 OQ0879'FEET S OF S RIGHT-OF-WAY LINE OF ROAD.  REFERENCE MARK NO. 2
 OQ0879'(1927).  STANDARD REFERENCE DISK IN CONCRETE POST, BURIED 3
 OQ0879'INCHES BY DRIFTED SOIL, UNDER FENCE ON THE E AND W CENTER LINE
 OQ0879'OF NE QUARTER OF SECTION, 9 POSTS W OF CENTER OF QUARTER, AND
 OQ0879'364.5 FEET NEARLY DUE S OF STATION.
 OQ0879'
 OQ0879'AZIMUTH MARKS.  CENTER CHIMNEY OF MELBURNE BARNES HOUSE (SHOULD
 OQ0879'READ ED. EICHMANS HOUSE)- SAME AS IN 1903.  AUGUST EICHMANS WINDMILL
 OQ0879'TOWER- NOT THE SAME WELL AS IN 1903.  MR. SELIGERS WINDMILL TOWER-
 OQ0879'HAS BEEN MOVED SINCE 1903.  SECTION 20 NE CORNER BURIED UNDER
 OQ0879'ROAD GRADE.
 OQ0879
 OQ0879                          STATION RECOVERY (1949)
 OQ0879
 OQ0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0879'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0879'CONDITION.  THE REFERENCE MARKS WERE NOT LOCATED AND SO AN AZIMUTH
 OQ0879'MARK AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  A COMPLETE
 OQ0879'NEW DESCRIPTION FOLLOWS.
 OQ0879'
 OQ0879'STATION IS LOCATED ABOUT 13 MILES WEST OF FRANKLIN AND 9 MILES SOUTH
 OQ0879'SOUTHEAST OF WINIFRED ON A LOW HILL IN A CULTIVATED FIELD.
 OQ0879'STATION IS 364 FEET NORTH OF EAST-WEST FENCE AND JUST WEST OF
 OQ0879'SOME BOULDERS.  THE MARK IS SET IN A TILE FILLED WITH CONCRETE
 OQ0879'AND SURROUNDED BY CONCRETE.  THE MARK IS FLUSH WITH THE GROUND
 OQ0879'AND THE DISK IS STAMPED OWENS 1903 1927.
 OQ0879'
 OQ0879'REFERENCE MARK NO. 3 IS 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 OQ0879'ABOUT 4 INCHES AND THE DISK IS STAMPED OWENS NO 3 1949.
 OQ0879'
 OQ0879'REFERENCE MARK NO. 4 IS 1 FOOT NORTH OF FENCE.  THE MARK
 OQ0879'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED OWENS NO 4
 OQ0879'1949.
 OQ0879'
 OQ0879'AZIMUTH MARK IS 68 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 OQ0879'INTERSECTION, 10 FEET SOUTH OF GATE POST AND 1 FOOT WEST OF FENCE.
 OQ0879'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED OWNES
 OQ0879'1949.
 OQ0879'
 OQ0879'TO REACH FROM THE CROSSROADS AT THE NORTH EDGE OF FRANKLIN GO
 OQ0879'WEST ON GRAVEL ROAD FOR 13 MILES TO CROSSROADS AND AZIMUTH MARK
 OQ0879'IN THE SOUTHWEST ANGLE OF CROSSROADS AS DESCRIBED.  PASS THROUGH
 OQ0879'GATE AND GO SOUTHWEST ACROSS FIELD FOR 0.3 MILE TO HIGHEST POINT
 OQ0879'AND STATION.
 OQ0879'
 OQ0879'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OQ0879
 OQ0879                          STATION RECOVERY (1966)
 OQ0879
 OQ0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OQ0879'THE STATION MARK, REFERENCE MARK NUMBER 3, REFERENCE MARK NUMBER
 OQ0879'4 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 OQ0879'HAS BEEN DESTROYED.  A NEW DESCRIPTION TO REACH THE STATION
 OQ0879'FOLLOWS.
 OQ0879'
 OQ0879'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND
 OQ0879'STATE HIGHWAY 34, WHICH IS 1.0 MILE WEST OF WINFRED, GO SOUTH ON
 OQ0879'U.S. HIGHWAY 81 FOR 7.7 MILES TO A CROSSROAD AND THE BON-VIEW
 OQ0879'FARM ON THE LEFT.  TURN LEFT AND GO EAST ON THE MAIN GRAVEL ROAD
 OQ0879'FOR 3.0 MILES TO A CROSSROAD AND A GATE ON THE RIGHT.  PASS
 OQ0879'THROUGH THE GATE AND GO WEST AND SOUTH ON THE NORTH SIDE OF A
 OQ0879'LAKE FOR 0.4 MILE TO THE HIGHEST PART OF HILL AND THE STATION.
 OQ0879'
 OQ0879'THE 1949 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 OQ0879'
 OQ0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13.0 MILES
 OQ0879'WEST OF FRANKLIN, 8.0 MILES SOUTH OF WINIFRED AND 3.0 MILES EAST
 OQ0879'OF U.S. HIGHWAY 81.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0018 ***********************************************************************
 OS0018  DESIGNATION -  OWL
 OS0018  PID         -  OS0018
 OS0018  STATE/COUNTY-  SD/TRIPP
 OS0018  COUNTRY     -  US
 OS0018  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0018
 OS0018                         *CURRENT SURVEY CONTROL
 OS0018  ______________________________________________________________________
 OS0018* NAD 83(1996) POSITION- 43 35 20.93462(N) 100 04 26.68643(W)   ADJUSTED
 OS0018* NAVD 88 ORTHO HEIGHT -   637.040 (meters)     2090.02  (feet) ADJUSTED
 OS0018  ______________________________________________________________________
 OS0018  GEOID HEIGHT    -        -25.422 (meters)                     GEOID18
 OS0018  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 OS0018  DYNAMIC HEIGHT  -        636.826 (meters)     2089.32  (feet) COMP
 OS0018  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 OS0018
 OS0018  HORZ ORDER      -  FIRST
 OS0018  VERT ORDER      -  SECOND    CLASS 0
 OS0018
 OS0018.The horizontal coordinates were established by classical geodetic methods
 OS0018.and adjusted by the National Geodetic Survey in January 1998.
 OS0018
 OS0018.The orthometric height was determined by differential leveling and
 OS0018.adjusted by the NATIONAL GEODETIC SURVEY
 OS0018.in June 1991.
 OS0018
 OS0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0018.GEOID18 height accuracy estimate available here.
 OS0018
 OS0018.Click photographs - Photos may exist for this station.
 OS0018
 OS0018.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0018
 OS0018.The dynamic height is computed by dividing the NAVD 88
 OS0018.geopotential number by the normal gravity value computed on the
 OS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0018.degrees latitude (g = 980.6199 gals.).
 OS0018
 OS0018.The modeled gravity was interpolated from observed gravity values.
 OS0018
 OS0018. The following values were computed from the NAD 83(1996) position.
 OS0018
 OS0018;                    North         East     Units Scale Factor Converg.
 OS0018;SPC SD S     -   139,542.543   620,934.727   MT  0.99990700   +0 10 43.8
 OS0018;SPC SD S     -   457,815.83  2,037,183.35   sFT  0.99990700   +0 10 43.8
 OS0018;UTM  14      - 4,826,802.494   413,294.365   MT  0.99969247   -0 44 26.2
 OS0018
 OS0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0018!SPC SD S     -   0.99990410  x   0.99990700  =   0.99981111
 OS0018!UTM  14      -   0.99990410  x   0.99969247  =   0.99959660
 OS0018
 OS0018:                Primary Azimuth Mark                     Grid Az
 OS0018:SPC SD S     -  OWL AZ MK                                111 29 28.9
 OS0018:UTM  14      -  OWL AZ MK                                112 24 38.9
 OS0018
 OS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1329426802(NAD 83)
 OS0018
 OS0018|---------------------------------------------------------------------|
 OS0018| PID    Reference Object                     Distance      Geod. Az  |
 OS0018|                                                           dddmmss.s |
 OS0018| OS0016 OWL RM 1                              9.501 METERS 04433     |
 OS0018| OS0015 OWL AZ MK                                          1114012.7 |
 OS0018| OS0017 OWL RM 2                              9.656 METERS 13009     |
 OS0018|---------------------------------------------------------------------|
 OS0018
 OS0018                          SUPERSEDED SURVEY CONTROL
 OS0018
 OS0018  NAD 83(1995)-  43 35 20.93149(N)    100 04 26.69248(W) AD(       ) 1
 OS0018  NAD 83(1986)-  43 35 20.93283(N)    100 04 26.69700(W) AD(       ) 1
 OS0018  NAD 27      -  43 35 20.94400(N)    100 04 25.23600(W) AD(       ) 1
 OS0018  NGVD 29 (??/??/92)  636.666  (m)         2088.80   (f) ADJ UNCH    2 0
 OS0018  NGVD 29             636.67   (m)         2088.8    (f) LEVELING    3  
 OS0018
 OS0018.Superseded values are not recommended for survey control.
 OS0018
 OS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0018.See file dsdata.pdf to determine how the superseded data were derived.
 OS0018
 OS0018_MARKER: DS = TRIANGULATION STATION DISK
 OS0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0018_STAMPING: OWL 1936
 OS0018_MARK LOGO: CGS
 OS0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0018+STABILITY: SURFACE MOTION
 OS0018
 OS0018  HISTORY     - Date     Condition        Report By
 OS0018  HISTORY     - 1936     MONUMENTED       CGS
 OS0018  HISTORY     - 1936     GOOD             CGS
 OS0018
 OS0018                          STATION DESCRIPTION
 OS0018
 OS0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0018'STATION IS ABOUT 24 MILES BY ROAD, AND 18 MILES AIRLINE, NORTHWEST
 OS0018'OF WINNER, 1.5 MILES WEST OF U.S. HIGHWAY 83, AT HIGHEST POINT
 OS0018'OF PASTURE KNOLL, WHICH IS THE HIGHEST KNOLL OF A GROUP OF
 OS0018'SEVERAL, 0.4 MILE WEST-NORTHWEST OF FARMHOUSE, 0.2 MILE NORTH
 OS0018'OF EAST-WEST DIRT ROAD, 40 FEET SOUTH OF FARM ROAD.  THE MARK
 OS0018'PROJECTS 3 INCHES.
 OS0018'
 OS0018'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  THE MARK
 OS0018'PROJECTS 3 INCHES.
 OS0018'
 OS0018'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  THE MARK
 OS0018'PROJECTS 3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 OS0018'IS 42.68 FEET.
 OS0018'
 OS0018'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 100 YARDS
 OS0018'SOUTH-SOUTHEAST OF FARMHOUSE, 25 FEET NORTH OF CENTERLINE OF
 OS0018'EAST-WEST ROAD, 35 FEET EAST OF CENTERLINE OF ROAD LEADING
 OS0018'TO HOUSE, 27 FEET WEST OF TELEPHONE POLE.  THE MARK PROJECTS
 OS0018'8 INCHES.
 OS0018'
 OS0018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18
 OS0018'AND 83, 8 MILES WEST OF WINNER, GO NORTH ON U.S. 83 FOR 14
 OS0018'MILES TO CROSSROADS WITH 2-STORY WHITE HOUSE IN NORTHWEST ANGLE.
 OS0018'TURN WEST AND GO 1.25 MILES TO LANE LEADING NORTH TO FARMHOUSE,
 OS0018'THENCE NORTH ON LANE 0.1 MILE TO FARMHOUSE, FOLLOW FARM ROAD
 OS0018'NORTH AND WEST 0.15 MILE TO GATE IN EAST-WEST FENCE LINE, GO
 OS0018'THROUGH GATE AND CONTINUE ON FARM ROAD NORTHWEST 0.25 MILE TO
 OS0018'HIGHEST POINT OF KNOLL AND STATION ON SOUTH SIDE OF ROAD.
 OS0018'
 OS0018'SIGNALS SHOWN FROM THE GROUND AT DOG, IDEAL, WHITTEN, CARTER,
 OS0018'AND OAK ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OS0018'
 OS0018'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0018'BRONZE DISKS SET AS DESCRIBED.
 OS0018
 OS0018                          STATION RECOVERY (1936)
 OS0018
 OS0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 OS0018'8 MI W FROM WINNER.
 OS0018'ABOUT 8 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY
 OS0018'COURTHOUSE AT WINNER, TRIPP COUNTY, THENCE ABOUT 14.0 MILES
 OS0018'NORTH ALONG U.S. HIGHWAY 183 TO A WHITE FARMHOUSE IN THE
 OS0018'NORTHWEST CORNER OF A ROAD CROSSING, THENCE ABOUT 1.2 MILES
 OS0018'WEST ALONG THE ROAD, THENCE ABOUT 0.1 MILE NORTH ALONG A LANE
 OS0018'LEADING TO A FARMHOUSE, THENCE ABOUT 0.2 MILE NORTH AND WEST
 OS0018'ALONG A FARM ROAD TO A GATE IN AN EAST-AND-WEST FENCE, AND
 OS0018'THENCE THROUGH THE GATE AND ABOUT 0.2 MILE NORTHWEST ALONG
 OS0018'THE FARM ROAD, AT THE TOP OF A KNOLL, 40 FEET SOUTH OF THE
 OS0018'CENTER LINE OF THE ROAD, AND 3 FEET SOUTH OF A WHITE REFERENCE
 OS0018'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED OWL 1936
 OS0018'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0015 ***********************************************************************
 OS0015  DESIGNATION -  OWL AZ MK
 OS0015  PID         -  OS0015
 OS0015  STATE/COUNTY-  SD/TRIPP
 OS0015  COUNTRY     -  US
 OS0015  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0015
 OS0015                         *CURRENT SURVEY CONTROL
 OS0015  ______________________________________________________________________
 OS0015* NAD 83(1986) POSITION- 43 35 13.     (N) 100 03 58.     (W)   SCALED
 OS0015* NAVD 88 ORTHO HEIGHT -   605.442 (meters)     1986.35  (feet) ADJUSTED
 OS0015  ______________________________________________________________________
 OS0015  GEOID HEIGHT    -        -25.437 (meters)                     GEOID18
 OS0015  DYNAMIC HEIGHT  -        605.237 (meters)     1985.68  (feet) COMP
 OS0015  MODELED GRAVITY -    980,262.4   (mgal)                       NAVD 88
 OS0015
 OS0015  VERT ORDER      -  SECOND    CLASS 0
 OS0015
 OS0015.The horizontal coordinates were scaled from a map and have
 OS0015.an estimated accuracy of +/- 6 seconds.
 OS0015
 OS0015.The orthometric height was determined by differential leveling and
 OS0015.adjusted by the NATIONAL GEODETIC SURVEY
 OS0015.in June 1991.
 OS0015
 OS0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0015.GEOID18 height accuracy estimate available here.
 OS0015
 OS0015.Click photographs - Photos may exist for this station.
 OS0015
 OS0015.The dynamic height is computed by dividing the NAVD 88
 OS0015.geopotential number by the normal gravity value computed on the
 OS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0015.degrees latitude (g = 980.6199 gals.).
 OS0015
 OS0015.The modeled gravity was interpolated from observed gravity values.
 OS0015
 OS0015;                    North         East    Units  Estimated Accuracy
 OS0015;SPC SD S     -   139,300.      621,580.      MT  (+/- 180 meters Scaled)
 OS0015
 OS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP139265(NAD 83)
 OS0015
 OS0015                          SUPERSEDED SURVEY CONTROL
 OS0015
 OS0015  NGVD 29 (??/??/92)  605.066  (m)         1985.12   (f) ADJ UNCH    2 0
 OS0015
 OS0015.Superseded values are not recommended for survey control.
 OS0015
 OS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0015.See file dsdata.pdf to determine how the superseded data were derived.
 OS0015
 OS0015_MARKER: DZ = AZIMUTH MARK DISK
 OS0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0015_STAMPING: OWL 1936
 OS0015_MARK LOGO: CGS
 OS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0015+STABILITY: SURFACE MOTION
 OS0015
 OS0015  HISTORY     - Date     Condition        Report By
 OS0015  HISTORY     - 1936     MONUMENTED       CGS
 OS0015  HISTORY     - 1940     GOOD             CGS
 OS0015
 OS0015                          STATION DESCRIPTION
 OS0015
 OS0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0015'23.2 MI NW FROM WINNER.
 OS0015'TO REACH FROM THE INTERSECTION OF U.S. HWYS. 18 AND 83 8 MILES
 OS0015'WEST OF WINNER, GO NORTH ON 83 FOR 14.0 MILES TO A CROSS-ROAD
 OS0015'WITH WHITE FARM HOUSE IN NORTHWEST ANGLE, TURN WEST AND GO 1.25
 OS0015'MILES TO A LANE LEADING NORTH TO A FARM HOUSE.  MARK IS
 OS0015'100 YARDS SOUTHEAST OF FARM HOUSE, 25 FEET NORTH OF EAST-WEST
 OS0015'ROAD, 35 FEET EAST OF CENTERLINE OF ROAD LEADING TO HOUSE,
 OS0015'27 FEET WEST OF TELEPHONE POLE, 0.5 FEET SOUTH OF WHITE MARKER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2257 ***********************************************************************
 PU2257  DESIGNATION -  OWL BUTTE
 PU2257  PID         -  PU2257
 PU2257  STATE/COUNTY-  SD/BUTTE
 PU2257  COUNTRY     -  US
 PU2257  USGS QUAD   -  OWL BUTTE (2017)
 PU2257
 PU2257                         *CURRENT SURVEY CONTROL
 PU2257  ______________________________________________________________________
 PU2257* NAD 83(1996) POSITION- 44 48 18.07607(N) 103 13 30.66891(W)   ADJUSTED
 PU2257* NAVD 88 ORTHO HEIGHT -   928.    (meters)     3045.    (feet) SCALED
 PU2257  ______________________________________________________________________
 PU2257  GEOID HEIGHT    -        -16.798 (meters)                     GEOID18
 PU2257  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 PU2257  HORZ ORDER      -  SECOND
 PU2257
 PU2257.The horizontal coordinates were established by classical geodetic methods
 PU2257.and adjusted by the National Geodetic Survey in January 1998.
 PU2257
 PU2257.The orthometric height was scaled from a topographic map.
 PU2257
 PU2257.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2257.GEOID18 height accuracy estimate available here.
 PU2257
 PU2257.Click photographs - Photos may exist for this station.
 PU2257
 PU2257.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2257
 PU2257. The following values were computed from the NAD 83(1996) position.
 PU2257
 PU2257;                    North         East     Units Scale Factor Converg.
 PU2257;SPC SD N     -   113,057.526   344,924.000   MT  0.99994830   -2 16 57.3
 PU2257;SPC SD N     -   370,922.90  1,131,638.16   sFT  0.99994830   -2 16 57.3
 PU2257;UTM  13      - 4,962,823.251   640,356.303   MT  0.99984225   +1 15 03.3
 PU2257
 PU2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2257!SPC SD N     -   0.99985723  x   0.99994830  =   0.99980553
 PU2257!UTM  13      -   0.99985723  x   0.99984225  =   0.99969950
 PU2257
 PU2257:                Primary Azimuth Mark                     Grid Az
 PU2257:SPC SD N     -  OWL BUTTE AZ MK                          011 52 17.0
 PU2257:UTM  13      -  OWL BUTTE AZ MK                          008 20 16.4
 PU2257
 PU2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4035662823(NAD 83)
 PU2257
 PU2257|---------------------------------------------------------------------|
 PU2257| PID    Reference Object                     Distance      Geod. Az  |
 PU2257|                                                           dddmmss.s |
 PU2257| CQ4542 OWL BUTTE AZ MK                                    0093519.7 |
 PU2257| CQ4543 OWL BUTTE RM 1                       16.485 METERS 12243     |
 PU2257| PU2272 NEWELL MUNICIPAL TANK               APPROX.18.9 KM 2381925.0 |
 PU2257| CQ4544 OWL BUTTE RM 2                        7.538 METERS 26551     |
 PU2257|---------------------------------------------------------------------|
 PU2257
 PU2257                          SUPERSEDED SURVEY CONTROL
 PU2257
 PU2257  NAD 83(1993)-  44 48 18.06950(N)    103 13 30.66788(W) AD(       ) 2
 PU2257  NAD 83(1986)-  44 48 18.06614(N)    103 13 30.66481(W) AD(       ) 2
 PU2257  NAD 27      -  44 48 18.11140(N)    103 13 29.01610(W) AD(       ) 2
 PU2257
 PU2257.Superseded values are not recommended for survey control.
 PU2257
 PU2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2257.See file dsdata.pdf to determine how the superseded data were derived.
 PU2257
 PU2257_MARKER: DS = TRIANGULATION STATION DISK
 PU2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2257_STAMPING: OWL BUTTE 1950
 PU2257_MARK LOGO: CGS
 PU2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2257+STABILITY: SURFACE MOTION
 PU2257
 PU2257  HISTORY     - Date     Condition        Report By
 PU2257  HISTORY     - 1950     MONUMENTED       CGS
 PU2257  HISTORY     - 1951     GOOD             CGS
 PU2257  HISTORY     - 1962     GOOD             CGS
 PU2257
 PU2257                          STATION DESCRIPTION
 PU2257
 PU2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2257'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF NEWELL
 PU2257'ON TOP OF A PROMINENT LONE BUTTE KNOWN AS OWL BUTTE.  THE
 PU2257'BUTTE IS FLAT ON TOP, AND SHAPED AS A NORTHWEST-SOUTHEAST
 PU2257'RIDGE THAT IS APPROXIMATELY 100 FEET LONG.  THE STATION MARK
 PU2257'IS 80 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE RIDGE,
 PU2257'AND 15 FEET WEST OF THE EAST EDGE OF THE RIDGE.  IT PROJECTS
 PU2257'3 INCHES, AND THE DISK IS STAMPED OWL BUTTE 1950.
 PU2257'
 PU2257'REFERENCE MARK NO. 1 IS 25 FEET NORTHWEST OF THE SOUTHEAST
 PU2257'EDGE OF THE RIDGE, AND 10 FEET WEST OF THE EAST EDGE OF THE
 PU2257'RIDGE.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED OWL
 PU2257'BUTTE NO 1 1950.
 PU2257'
 PU2257'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE.  IT
 PU2257'PROJECTS 6 INCHES, AND THE DISK IS STAMPED OWL BUTTE NO 2
 PU2257'1950.
 PU2257'
 PU2257'THE AZIMUTH MARK IS 11 FEET WEST OF THE CENTER OF A TRACK
 PU2257'ROAD, AND 4 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6
 PU2257'INCHES, AND THE DISK IS STAMPED OWL BUTTE 1950.
 PU2257'
 PU2257'THE STATION MARK IS A STANDARD DISK FASTENED TO THE TOP OF A
 PU2257'3-INCH IRON PIPE.  REFERENCE MARKS ARE STANDARD DISKS SET IN
 PU2257'DRILL HOLES IN OUTCROPPING BEDROCK.  THE AZIMUTH MARK IS A
 PU2257'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PU2257'
 PU2257'THIS IS A DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE OR A
 PU2257'10 MINUTE PACK IN DRY WEATHER WITH A STANDARD FOUR SPEED
 PU2257'TRANSMISSION VEHICLE.
 PU2257
 PU2257                          STATION RECOVERY (1951)
 PU2257
 PU2257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2257'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 PU2257'MARKS ARE STAMPED AS DESCRIBED IN THE 1950 DESCRIPTION.  THE
 PU2257'1950 DESCRIPTION IS ACCURATE AND ADEQUATE.
 PU2257
 PU2257                          STATION RECOVERY (1962)
 PU2257
 PU2257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2257'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PU2257'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 PU2257'GOOD CONDITION.  THE HORIZONTAL DIRECTION AND DISTANCE TO ALL
 PU2257'MARKS WERE CHECKED WITH THE EXCEPTION, THE HORIZONTAL DISTANCE
 PU2257'TO REFERENCE MARK NO. 1 WAS FOUND IN ERROR.  A NEW DESCRIPTION
 PU2257'FOLLOWS.
 PU2257'
 PU2257'THE STATION IS LOCATED 12 MILES NORTHEAST OF NEWELL ON THE
 PU2257'TOP OF A PROMINENT, LONE BUTTE KNOWN LOCALLY AS OWL BUTTE.
 PU2257'
 PU2257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2257'STATE HIGHWAY 79 IN THE NORTH EDGE OF NEWELL, GO EAST AND
 PU2257'NORTHEAST ON U.S. HIGHWAY 212 FOR 8.5 MILES TO A CONCRETE
 PU2257'BRIDGE.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST ON U.S.
 PU2257'HIGHWAY 212 FOR 3.6 MILES TO A WIRE GATE ON THE RIGHT.  TURN
 PU2257'RIGHT AND GO SOUTH ON A DIM TRACK ROAD FOR 0.35 MILE TO THE
 PU2257'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO
 PU2257'SOUTH ON THE DIM TRACK ROAD FOR 0.45 MILE TO THE EAST SIDE
 PU2257'OF THE BUTTE AND THE END OF TRUCK TRAVEL.  FROM THE END OF
 PU2257'TRUCK TRAVEL PACK WEST UP THE EAST SIDE OF THE BUTTE TO THE
 PU2257'STATION AS DESCRIBED, A 5-MINUTE PACK.
 PU2257'
 PU2257'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2257'3-INCH IRON PIPE WHICH PROJECTS 3 INCHES AND IS STAMPED OWL
 PU2257'BUTTE 1950.  IT IS 80 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 PU2257'THE BUTTE AND 15 FEET WEST OF THE EAST EDGE OF THE HILL.
 PU2257'
 PU2257'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2257'HOLE IN A BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED OWL
 PU2257'BUTTE NO 1 1950.  IT IS 25 FEET NORTHWEST OF THE SOUTHEAST
 PU2257'EDGE OF THE BUTTE.
 PU2257'
 PU2257'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2257'HOLE IN A BOULDER WHICH PROJECTS 3 INCHES AND IS STAMPED OWL
 PU2257'BUTTE NO 2 1950.
 PU2257'
 PU2257'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2257'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED OWL
 PU2257'BUTTE 1950.  IT IS 15 FEET WEST OF THE CENTER OF A DIM TRACK
 PU2257'ROAD AND 4-1/2 FEET SOUTH OF A 4 X 4 WHITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0016 ***********************************************************************
 OS0016  DESIGNATION -  OWL RM 1
 OS0016  PID         -  OS0016
 OS0016  STATE/COUNTY-  SD/TRIPP
 OS0016  COUNTRY     -  US
 OS0016  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0016
 OS0016                         *CURRENT SURVEY CONTROL
 OS0016  ______________________________________________________________________
 OS0016* NAD 83(1986) POSITION- 43 35 21.15   (N) 100 04 26.39   (W)   HD_HELD1
 OS0016* NAVD 88 ORTHO HEIGHT -   636.523 (meters)     2088.33  (feet) ADJUSTED
 OS0016  ______________________________________________________________________
 OS0016  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 OS0016  DYNAMIC HEIGHT  -        636.309 (meters)     2087.62  (feet) COMP
 OS0016  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 OS0016
 OS0016  VERT ORDER      -  SECOND    CLASS 0
 OS0016
 OS0016.The horizontal coordinates were determined by differentially corrected
 OS0016.hand held GPS observations or other comparable positioning techniques
 OS0016.and have an estimated accuracy of +/- 3 meters.
 OS0016
 OS0016.The orthometric height was determined by differential leveling and
 OS0016.adjusted by the NATIONAL GEODETIC SURVEY
 OS0016.in June 1991.
 OS0016
 OS0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0016.GEOID18 height accuracy estimate available here.
 OS0016
 OS0016.Click photographs - Photos may exist for this station.
 OS0016
 OS0016.The dynamic height is computed by dividing the NAVD 88
 OS0016.geopotential number by the normal gravity value computed on the
 OS0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0016.degrees latitude (g = 980.6199 gals.).
 OS0016
 OS0016.The modeled gravity was interpolated from observed gravity values.
 OS0016
 OS0016;                    North         East    Units  Estimated Accuracy
 OS0016;SPC SD S     -   139,549.2     620,941.4     MT  (+/- 3 meters HH1 GPS) 
 OS0016
 OS0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1330126809(NAD 83)
 OS0016
 OS0016                          SUPERSEDED SURVEY CONTROL
 OS0016
 OS0016  NGVD 29 (??/??/92)  636.149  (m)         2087.10   (f) ADJ UNCH    2 0
 OS0016
 OS0016.Superseded values are not recommended for survey control.
 OS0016
 OS0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0016.See file dsdata.pdf to determine how the superseded data were derived.
 OS0016
 OS0016_MARKER: DR = REFERENCE MARK DISK
 OS0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0016_STAMPING: OWL NO 1 1936
 OS0016_MARK LOGO: CGS
 OS0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0016+STABILITY: SURFACE MOTION
 OS0016
 OS0016  HISTORY     - Date     Condition        Report By
 OS0016  HISTORY     - 1936     MONUMENTED       CGS
 OS0016
 OS0016                          STATION DESCRIPTION
 OS0016
 OS0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0016'ABOUT 8 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY
 OS0016'COURTHOUSE AT WINNER, TRIPP COUNTY, THENCE ABOUT 14.0 MILES
 OS0016'NORTH ALONG U.S. HIGHWAY 183 TO A WHITE FARMHOUSE IN THE
 OS0016'NORTHWEST CORNER OF A ROAD CROSSING, THENCE ABOUT 1.2 MILES
 OS0016'WEST ALONG THE ROAD, THENCE ABOUT 0.1 MILE NORTH ALONG A LANE
 OS0016'LEADING TO A FARMHOUSE, THENCE ABOUT 0.2 MILE NORTH AND
 OS0016'WEST ALONG A FARM ROAD TO A GATE IN AN EAST-AND-WEST FENCE,
 OS0016'AND THENCE THROUGH THE GATE AND ABOUT 0.2 MILE NORTHWEST
 OS0016'ALONG THE FARM ROAD, AT THE TOP OF A KNOLL, SOUTH OF THE ROAD,
 OS0016'31.2 FEET NORTHEAST OF TRIANGULATION STATION OWL, DESCRIBED
 OS0016'BELOW, AND 0.5 FOOT SOUTH OF A WHITE REFERENCE POST.  A STANDARD
 OS0016'REFERENCE-MARK DISK, STAMPED RM NO 1 1936 AND SET IN THE TOP
 OS0016'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0017 ***********************************************************************
 OS0017  DESIGNATION -  OWL RM 2
 OS0017  PID         -  OS0017
 OS0017  STATE/COUNTY-  SD/TRIPP
 OS0017  COUNTRY     -  US
 OS0017  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0017
 OS0017                         *CURRENT SURVEY CONTROL
 OS0017  ______________________________________________________________________
 OS0017* NAD 83(1986) POSITION- 43 35 20.73   (N) 100 04 26.36   (W)   HD_HELD1
 OS0017* NAVD 88 ORTHO HEIGHT -   636.783 (meters)     2089.18  (feet) ADJUSTED
 OS0017  ______________________________________________________________________
 OS0017  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 OS0017  DYNAMIC HEIGHT  -        636.568 (meters)     2088.47  (feet) COMP
 OS0017  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 OS0017
 OS0017  VERT ORDER      -  SECOND    CLASS 0
 OS0017
 OS0017.The horizontal coordinates were determined by differentially corrected
 OS0017.hand held GPS observations or other comparable positioning techniques
 OS0017.and have an estimated accuracy of +/- 3 meters.
 OS0017
 OS0017.The orthometric height was determined by differential leveling and
 OS0017.adjusted by the NATIONAL GEODETIC SURVEY
 OS0017.in June 1991.
 OS0017
 OS0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0017.GEOID18 height accuracy estimate available here.
 OS0017
 OS0017.Click photographs - Photos may exist for this station.
 OS0017
 OS0017.The dynamic height is computed by dividing the NAVD 88
 OS0017.geopotential number by the normal gravity value computed on the
 OS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0017.degrees latitude (g = 980.6199 gals.).
 OS0017
 OS0017.The modeled gravity was interpolated from observed gravity values.
 OS0017
 OS0017;                    North         East    Units  Estimated Accuracy
 OS0017;SPC SD S     -   139,536.3     620,942.1     MT  (+/- 3 meters HH1 GPS) 
 OS0017
 OS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1330126796(NAD 83)
 OS0017
 OS0017                          SUPERSEDED SURVEY CONTROL
 OS0017
 OS0017  NGVD 29 (??/??/92)  636.408  (m)         2087.95   (f) ADJ UNCH    2 0
 OS0017
 OS0017.Superseded values are not recommended for survey control.
 OS0017
 OS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0017.See file dsdata.pdf to determine how the superseded data were derived.
 OS0017
 OS0017_MARKER: DR = REFERENCE MARK DISK
 OS0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0017_STAMPING: OWL NO 2 1936
 OS0017_MARK LOGO: CGS
 OS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0017+STABILITY: SURFACE MOTION
 OS0017
 OS0017  HISTORY     - Date     Condition        Report By
 OS0017  HISTORY     - 1936     MONUMENTED       CGS
 OS0017
 OS0017                          STATION DESCRIPTION
 OS0017
 OS0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0017'8 MI W FROM WINNER.
 OS0017'ABOUT 8 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY
 OS0017'COURTHOUSE AT WINNER, TRIPP COUNTY, THENCE ABOUT 14.0 MILES
 OS0017'NORTH ALONG U.S. HIGHWAY 183 TO A WHITE FARMHOUSE IN THE
 OS0017'NORTHWEST CORNER OF A ROAD CROSSING, THENCE ABOUT 1.2 MILES
 OS0017'WEST ALONG THE ROAD, THENCE ABOUT 0.1 MILE NORTH ALONG A LANE
 OS0017'LEADING TO A FARMHOUSE, THENCE ABOUT 0.2 MILE NORTH AND WEST
 OS0017'ALONG A FARM ROAD TO A GATE IN AN EAST-AND-WEST FENCE, AND THENCE
 OS0017'THROUGH THE GATE AND ABOUT 0.2 MILE NORTHWEST ALONG THE FARM ROAD,
 OS0017'AT THE TOP OF A KNOLL, SOUTH OF THE ROAD, 31.7 FEET SOUTHEAST
 OS0017'OF TRIANGULATION STATION OWL, DESCRIBED BELOW, AND 0.5 FOOT
 OS0017'SOUTH OF A WHITE REFERENCE POST.  A STANDARD REFERENCE-MARK
 OS0017'DISK, STAMPED R M NO 2 1936 AND SET IN THE TOP OF A
 OS0017'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0110 ***********************************************************************
 QQ0110  DESIGNATION -  P
 QQ0110  PID         -  QQ0110
 QQ0110  STATE/COUNTY-  SD/CODINGTON
 QQ0110  COUNTRY     -  US
 QQ0110  USGS QUAD   -  SOUTH SHORE (2017)
 QQ0110
 QQ0110                         *CURRENT SURVEY CONTROL
 QQ0110  ______________________________________________________________________
 QQ0110* NAD 83(1986) POSITION- 45 04 03.     (N) 096 59 04.     (W)   SCALED
 QQ0110* NAVD 88 ORTHO HEIGHT -   578.372 (meters)     1897.54  (feet) ADJUSTED
 QQ0110  ______________________________________________________________________
 QQ0110  GEOID HEIGHT    -        -25.298 (meters)                     GEOID18
 QQ0110  DYNAMIC HEIGHT  -        578.289 (meters)     1897.27  (feet) COMP
 QQ0110  MODELED GRAVITY -    980,455.0   (mgal)                       NAVD 88
 QQ0110
 QQ0110  VERT ORDER      -  FIRST     CLASS II
 QQ0110
 QQ0110.The horizontal coordinates were scaled from a map and have
 QQ0110.an estimated accuracy of +/- 6 seconds.
 QQ0110
 QQ0110.The orthometric height was determined by differential leveling and
 QQ0110.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0110.in June 1991.
 QQ0110
 QQ0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0110.GEOID18 height accuracy estimate available here.
 QQ0110
 QQ0110.Click photographs - Photos may exist for this station.
 QQ0110
 QQ0110.The dynamic height is computed by dividing the NAVD 88
 QQ0110.geopotential number by the normal gravity value computed on the
 QQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0110.degrees latitude (g = 980.6199 gals.).
 QQ0110
 QQ0110.The modeled gravity was interpolated from observed gravity values.
 QQ0110
 QQ0110;                    North         East    Units  Estimated Accuracy
 QQ0110;SPC SD N     -   141,570.      837,420.      MT  (+/- 180 meters Scaled)
 QQ0110
 QQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ586924(NAD 83)
 QQ0110
 QQ0110                          SUPERSEDED SURVEY CONTROL
 QQ0110
 QQ0110  NGVD 29 (??/??/92)  578.090  (m)         1896.62   (f) ADJ UNCH    1 2
 QQ0110
 QQ0110.Superseded values are not recommended for survey control.
 QQ0110
 QQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0110.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0110
 QQ0110_MARKER: P = PIPE CAP
 QQ0110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0110_MARK LOGO: CGS
 QQ0110_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0110
 QQ0110  HISTORY     - Date     Condition        Report By
 QQ0110  HISTORY     - 1904     MONUMENTED       CGS
 QQ0110  HISTORY     - 1905     GOOD             CGS
 QQ0110  HISTORY     - 1934     GOOD             CGS
 QQ0110  HISTORY     - 20110819 MARK NOT FOUND   GEOCAC
 QQ0110
 QQ0110                          STATION DESCRIPTION
 QQ0110
 QQ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 QQ0110'4.8 MI SW FROM SOUTH SHORE.
 QQ0110'ABOUT 4-3/8 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY
 QQ0110'FROM SOUTH SHORE, CODINGTON COUNTY, ABOUT 1-1/4 MILES NORTHEAST
 QQ0110'OF FORESTVILLE, ABOUT 1,170 FEET NORTH OF THE SOUTHWEST CORNER
 QQ0110'OF SEC. 32, T. 119 N., R. 51 W., AT A ROAD CROSSING, 13 FEET
 QQ0110'EAST OF THE CENTER LINE OF THE ROAD, 69 FEET NORTHWEST OF THE
 QQ0110'CENTER LINE OF THE TRACK, DIRECTLY NORTH OF THE CROSSING SIGN,
 QQ0110'BETWEEN TWO ROCKS ABOUT 4-1/2 INCHES APART, AND ABOUT 1 INCH
 QQ0110'UNDERGROUND.  A STANDARD CAP, STAMPED AND FASTENED ON THE TOP
 QQ0110'OF A 3-1/2-INCH IRON PIPE.
 QQ0110
 QQ0110                          STATION RECOVERY (1934)
 QQ0110
 QQ0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0110'RECOVERED IN GOOD CONDITION.
 QQ0110
 QQ0110                          STATION RECOVERY (2011)
 QQ0110
 QQ0110'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QQ0110'A FIELD APPROACH HAS DISTURBED THIS AREA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0465 ***********************************************************************
 PR0465  DESIGNATION -  P 1
 PR0465  PID         -  PR0465
 PR0465  STATE/COUNTY-  SD/KINGSBURY
 PR0465  COUNTRY     -  US
 PR0465  USGS QUAD   -  ERWIN (2017)
 PR0465
 PR0465                         *CURRENT SURVEY CONTROL
 PR0465  ______________________________________________________________________
 PR0465* NAD 83(1986) POSITION- 44 27 19.     (N) 097 25 32.     (W)   SCALED
 PR0465* NAVD 88 ORTHO HEIGHT -   550.353 (meters)     1805.62  (feet) ADJUSTED
 PR0465  ______________________________________________________________________
 PR0465  GEOID HEIGHT    -        -24.982 (meters)                     GEOID18
 PR0465  DYNAMIC HEIGHT  -        550.252 (meters)     1805.29  (feet) COMP
 PR0465  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 PR0465
 PR0465  VERT ORDER      -  FIRST     CLASS II
 PR0465
 PR0465.The horizontal coordinates were scaled from a map and have
 PR0465.an estimated accuracy of +/- 6 seconds.
 PR0465
 PR0465.The orthometric height was determined by differential leveling and
 PR0465.adjusted by the NATIONAL GEODETIC SURVEY
 PR0465.in June 1991.
 PR0465
 PR0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0465.GEOID18 height accuracy estimate available here.
 PR0465
 PR0465.Click photographs - Photos may exist for this station.
 PR0465
 PR0465.The dynamic height is computed by dividing the NAVD 88
 PR0465.geopotential number by the normal gravity value computed on the
 PR0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0465.degrees latitude (g = 980.6199 gals.).
 PR0465
 PR0465.The modeled gravity was interpolated from observed gravity values.
 PR0465
 PR0465;                    North         East    Units  Estimated Accuracy
 PR0465;SPC SD N     -    72,370.      804,870.      MT  (+/- 180 meters Scaled)
 PR0465
 PR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ252236(NAD 83)
 PR0465
 PR0465                          SUPERSEDED SURVEY CONTROL
 PR0465
 PR0465  NGVD 29 (??/??/92)  550.078  (m)         1804.71   (f) ADJ UNCH    1 2
 PR0465
 PR0465.Superseded values are not recommended for survey control.
 PR0465
 PR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0465.See file dsdata.pdf to determine how the superseded data were derived.
 PR0465
 PR0465_MARKER: P = PIPE CAP
 PR0465_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0465_STAMPING: ELEV 1804.714 FT
 PR0465_MARK LOGO: CGS
 PR0465_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0465
 PR0465  HISTORY     - Date     Condition        Report By
 PR0465  HISTORY     - 1905     MONUMENTED       CGS
 PR0465  HISTORY     - 1934     GOOD             CGS
 PR0465  HISTORY     - 1964     GOOD             CGS
 PR0465
 PR0465                          STATION DESCRIPTION
 PR0465
 PR0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0465'2.2 MI SE FROM ERWIN.
 PR0465'2.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0465'AND PACIFIC RAILROAD FROM THE STATION AT ERWIN, KINGSBURY COUNTY,
 PR0465'AT THE CROSSING OF A SECTION-LINE ROAD, 47 FEET WEST OF THE
 PR0465'CENTER LINE OF THE TRACK, 44 FEET SOUTH OF THE CENTER LINE OF
 PR0465'THE ROAD, 16 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF THE
 PR0465'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A STANDARD CAP,
 PR0465'STAMPED ELEV 1804.714 FT AND FASTENED ON THE TOP OF A 3-1/2-INCH
 PR0465'IRON PIPE FLUSH WITH THE GROUND.  NOTE-- REPORT 10 FEET SOUTH
 PR0465'OF A FENCE CORNER.
 PR0465
 PR0465                          STATION RECOVERY (1964)
 PR0465
 PR0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PR0465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0026 ***********************************************************************
 OT0026  DESIGNATION -  P 10
 OT0026  PID         -  OT0026
 OT0026  STATE/COUNTY-  SD/PENNINGTON
 OT0026  COUNTRY     -  US
 OT0026  USGS QUAD   -  IMLAY (2017)
 OT0026
 OT0026                         *CURRENT SURVEY CONTROL
 OT0026  ______________________________________________________________________
 OT0026* NAD 83(1986) POSITION- 43 43 05.91   (N) 102 23 41.62   (W)   HD_HELD1
 OT0026* NAVD 88 ORTHO HEIGHT -   797.914 (meters)     2617.82  (feet) ADJUSTED
 OT0026  ______________________________________________________________________
 OT0026  GEOID HEIGHT    -        -18.640 (meters)                     GEOID18
 OT0026  DYNAMIC HEIGHT  -        797.651 (meters)     2616.96  (feet) COMP
 OT0026  MODELED GRAVITY -    980,262.2   (mgal)                       NAVD 88
 OT0026
 OT0026  VERT ORDER      -  FIRST     CLASS II
 OT0026
 OT0026.The horizontal coordinates were determined by differentially corrected
 OT0026.hand held GPS observations or other comparable positioning techniques
 OT0026.and have an estimated accuracy of +/- 3 meters.
 OT0026
 OT0026.The orthometric height was determined by differential leveling and
 OT0026.adjusted by the NATIONAL GEODETIC SURVEY
 OT0026.in June 1991.
 OT0026
 OT0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0026.GEOID18 height accuracy estimate available here.
 OT0026
 OT0026.Click photographs - Photos may exist for this station.
 OT0026
 OT0026.The dynamic height is computed by dividing the NAVD 88
 OT0026.geopotential number by the normal gravity value computed on the
 OT0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0026.degrees latitude (g = 980.6199 gals.).
 OT0026
 OT0026.The modeled gravity was interpolated from observed gravity values.
 OT0026
 OT0026;                    North         East    Units  Estimated Accuracy
 OT0026;SPC SD S     -   155,920.4     433,902.0     MT  (+/- 3 meters HH1 GPS) 
 OT0026
 OT0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0985143885(NAD 83)
 OT0026
 OT0026                          SUPERSEDED SURVEY CONTROL
 OT0026
 OT0026  NGVD 29 (??/??/92)  797.451  (m)         2616.30   (f) ADJ UNCH    1 2
 OT0026
 OT0026.Superseded values are not recommended for survey control.
 OT0026
 OT0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0026.See file dsdata.pdf to determine how the superseded data were derived.
 OT0026
 OT0026_MARKER: DB = BENCH MARK DISK
 OT0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0026_STAMPING: P 10 1925 2616.304
 OT0026_MARK LOGO: CGS
 OT0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0026+STABILITY: SURFACE MOTION
 OT0026
 OT0026  HISTORY     - Date     Condition        Report By
 OT0026  HISTORY     - 1925     MONUMENTED       CGS
 OT0026  HISTORY     - 1962     GOOD             CGS
 OT0026
 OT0026                          STATION DESCRIPTION
 OT0026
 OT0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0026'9.3 MI SE FROM SCENIC.
 OT0026'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0026'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0026'SECTION 12, T 4 S, R 43 W, 0.15 MILE EAST OF THE CROSSING WITH
 OT0026'STATE HIGHWAY 40, 30 1/2 FEET WEST OF THE 4TH POLE EAST OF MILE
 OT0026'POST 609, 39 1/2 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 OT0026'A SMALL RAILROAD BUILDING, 106 1/2 FEET NORTH-NORTHEAST OF AND
 OT0026'ACROSS THE ROAD FROM A BUILDING FORMERLY THE INLAY POST OFFICE,
 OT0026'78 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 40, 38 1/2
 OT0026'FEET SOUTH OF SOUTH RAIL, 2.0 FEET NORTH OF A METAL WITNESS POST,
 OT0026'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OT0026'OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0288 ***********************************************************************
 OT0288  DESIGNATION -  P 11
 OT0288  PID         -  OT0288
 OT0288  STATE/COUNTY-  SD/PENNINGTON
 OT0288  COUNTRY     -  US
 OT0288  USGS QUAD   -  HERMOSA NW (2017)
 OT0288
 OT0288                         *CURRENT SURVEY CONTROL
 OT0288  ______________________________________________________________________
 OT0288* NAD 83(1986) POSITION- 43 58 13.76   (N) 103 07 46.56   (W)   HD_HELD1
 OT0288* NAVD 88 ORTHO HEIGHT -   965.024 (meters)     3166.08  (feet) ADJUSTED
 OT0288  ______________________________________________________________________
 OT0288  GEOID HEIGHT    -        -16.411 (meters)                     GEOID18
 OT0288  DYNAMIC HEIGHT  -        964.679 (meters)     3164.95  (feet) COMP
 OT0288  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 OT0288
 OT0288  VERT ORDER      -  FIRST     CLASS II
 OT0288
 OT0288.The horizontal coordinates were determined by differentially corrected
 OT0288.hand held GPS observations or other comparable positioning techniques
 OT0288.and have an estimated accuracy of +/- 3 meters.
 OT0288
 OT0288.The orthometric height was determined by differential leveling and
 OT0288.adjusted by the NATIONAL GEODETIC SURVEY
 OT0288.in June 1991.
 OT0288
 OT0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0288.GEOID18 height accuracy estimate available here.
 OT0288
 OT0288.Click photographs - Photos may exist for this station.
 OT0288
 OT0288.The dynamic height is computed by dividing the NAVD 88
 OT0288.geopotential number by the normal gravity value computed on the
 OT0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0288.degrees latitude (g = 980.6199 gals.).
 OT0288
 OT0288.The modeled gravity was interpolated from observed gravity values.
 OT0288
 OT0288;                    North         East    Units  Estimated Accuracy
 OT0288;SPC SD S     -   185,652.8     375,670.0     MT  (+/- 3 meters HH1 GPS) 
 OT0288
 OT0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5003270295(NAD 83)
 OT0288
 OT0288                          SUPERSEDED SURVEY CONTROL
 OT0288
 OT0288  NGVD 29 (??/??/92)  964.536  (m)         3164.48   (f) ADJ UNCH    1 2
 OT0288
 OT0288.Superseded values are not recommended for survey control.
 OT0288
 OT0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0288.See file dsdata.pdf to determine how the superseded data were derived.
 OT0288
 OT0288_MARKER: DB = BENCH MARK DISK
 OT0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0288_STAMPING: P 11 1926
 OT0288_MARK LOGO: CGS
 OT0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0288+STABILITY: SURFACE MOTION
 OT0288
 OT0288  HISTORY     - Date     Condition        Report By
 OT0288  HISTORY     - 1926     MONUMENTED       CGS
 OT0288  HISTORY     - 1962     GOOD             CGS
 OT0288
 OT0288                          STATION DESCRIPTION
 OT0288
 OT0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0288'12 MI SE FROM RAPID CITY.
 OT0288'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0288'AND PACIFIC RAILROAD FROM THE STATION AT RAPID CITY, THENCE 3.25
 OT0288'MILES SOUTH AND WEST ALONG A GRAVELED ROAD, THENCE 2.95 MILES
 OT0288'SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, OR ABOUT
 OT0288'10.75 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0288'FROM THE STATION AT HERMOSA, 52 FEET NORTH-NORTHWEST OF THE CENTER
 OT0288'OF A DIRT ROAD CROSSING, 99 1/2 FEET NORTHWEST OF AND ACROSS THE
 OT0288'CROSSING FROM A BRACED POWER POLE, 46 FEET NORTH OF THE CENTER LINE
 OT0288'OF THE ROAD, 35 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL,
 OT0288'13 1/2 FEET EAST-SOUTHEAST OF A FENCE, 3 FEET SOUTH-SOUTHEAST OF
 OT0288'A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 OT0288'LEVEL WITH THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 OT0288'PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0543 ***********************************************************************
 QS0543  DESIGNATION -  P 119
 QS0543  PID         -  QS0543
 QS0543  STATE/COUNTY-  SD/CORSON
 QS0543  COUNTRY     -  US
 QS0543  USGS QUAD   -  MORRISTOWN (2017)
 QS0543
 QS0543                         *CURRENT SURVEY CONTROL
 QS0543  ______________________________________________________________________
 QS0543* NAD 83(1986) POSITION- 45 56 13.     (N) 101 42 02.     (W)   SCALED
 QS0543* NAVD 88 ORTHO HEIGHT -   679.313 (meters)     2228.71  (feet) ADJUSTED
 QS0543  ______________________________________________________________________
 QS0543  GEOID HEIGHT    -        -19.822 (meters)                     GEOID18
 QS0543  DYNAMIC HEIGHT  -        679.250 (meters)     2228.51  (feet) COMP
 QS0543  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 QS0543
 QS0543  VERT ORDER      -  SECOND    CLASS 0
 QS0543
 QS0543.The horizontal coordinates were scaled from a map and have
 QS0543.an estimated accuracy of +/- 6 seconds.
 QS0543
 QS0543.The orthometric height was determined by differential leveling and
 QS0543.adjusted by the NATIONAL GEODETIC SURVEY
 QS0543.in June 1991.
 QS0543
 QS0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0543.GEOID18 height accuracy estimate available here.
 QS0543
 QS0543.Click photographs - Photos may exist for this station.
 QS0543
 QS0543.The dynamic height is computed by dividing the NAVD 88
 QS0543.geopotential number by the normal gravity value computed on the
 QS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0543.degrees latitude (g = 980.6199 gals.).
 QS0543
 QS0543.The modeled gravity was interpolated from observed gravity values.
 QS0543
 QS0543;                    North         East    Units  Estimated Accuracy
 QS0543;SPC SD N     -   235,160.      468,120.      MT  (+/- 180 meters Scaled)
 QS0543
 QS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR906905(NAD 83)
 QS0543
 QS0543                          SUPERSEDED SURVEY CONTROL
 QS0543
 QS0543  NGVD 29 (??/??/92)  678.848  (m)         2227.19   (f) ADJ UNCH    2 0
 QS0543
 QS0543.Superseded values are not recommended for survey control.
 QS0543
 QS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0543.See file dsdata.pdf to determine how the superseded data were derived.
 QS0543
 QS0543_MARKER: DB = BENCH MARK DISK
 QS0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0543_STAMPING: P 119 1934
 QS0543_MARK LOGO: CGS
 QS0543_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0543+STABILITY: SURFACE MOTION
 QS0543
 QS0543  HISTORY     - Date     Condition        Report By
 QS0543  HISTORY     - 1934     MONUMENTED       CGS
 QS0543  HISTORY     - 1948     GOOD             CGS
 QS0543
 QS0543                          STATION DESCRIPTION
 QS0543
 QS0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0543'1.1 MI E FROM MORRISTOWN.
 QS0543'1.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0543'RAILROAD FROM THE STATION AT MORRISTOWN, CORSON COUNTY, 320
 QS0543'YARDS WEST OF MILEPOST 881, 407 YARDS WEST OF THE WEST END OF
 QS0543'WOODEN TRESTLE AA 192, 192 FEET NORTHWEST OF THE SWITCH AT THE
 QS0543'EAST END OF A PASSING TRACK, 81.6 FEET NORTH OF THE NORTH RAIL OF
 QS0543'THE PASSING TRACK, 35 FEET SOUTH OF THE CENTER LINE OF U.S.
 QS0543'HIGHWAY 12, AND 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 QS0543'STANDARD DISK, STAMPED P 119 1934 AND SET IN THE TOP OF A
 QS0543'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0543
 QS0543                          STATION RECOVERY (1948)
 QS0543
 QS0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0509 ***********************************************************************
 OT0509  DESIGNATION -  P 12
 OT0509  PID         -  OT0509
 OT0509  STATE/COUNTY-  SD/FALL RIVER
 OT0509  COUNTRY     -  US
 OT0509  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0509
 OT0509                         *CURRENT SURVEY CONTROL
 OT0509  ______________________________________________________________________
 OT0509* NAD 83(1986) POSITION- 43 26 29.     (N) 103 32 01.     (W)   SCALED
 OT0509* NAVD 88 ORTHO HEIGHT -  1130.152 (meters)     3707.84  (feet) POSTED
 OT0509  ______________________________________________________________________
 OT0509  GEOID HEIGHT    -        -15.296 (meters)                     GEOID18
 OT0509  DYNAMIC HEIGHT  -       1129.68  (meters)     3706.3   (feet) COMP
 OT0509  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 OT0509
 OT0509  VERT ORDER      -  * POSTED, SEE BELOW
 OT0509
 OT0509.The horizontal coordinates were scaled from a map and have
 OT0509.an estimated accuracy of +/- 6 seconds.
 OT0509
 OT0509.The orthometric height was determined by differential leveling
 OT0509.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0509
 OT0509.* This is a POSTED BENCH MARK height.
 OT0509
 OT0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0509.GEOID18 height accuracy estimate available here.
 OT0509
 OT0509.Click photographs - Photos may exist for this station.
 OT0509
 OT0509.The dynamic height is computed by dividing the NAVD 88
 OT0509.geopotential number by the normal gravity value computed on the
 OT0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0509.degrees latitude (g = 980.6199 gals.).
 OT0509
 OT0509.The modeled gravity was interpolated from observed gravity values.
 OT0509
 OT0509;                    North         East    Units  Estimated Accuracy
 OT0509;SPC SD S     -   128,090.      341,010.      MT  (+/- 180 meters Scaled)
 OT0509
 OT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ186108(NAD 83)
 OT0509
 OT0509                          SUPERSEDED SURVEY CONTROL
 OT0509
 OT0509  NGVD 29 (??/??/92) 1129.636  (m)         3706.15   (f) ADJ UNCH    1 2
 OT0509
 OT0509.Superseded values are not recommended for survey control.
 OT0509
 OT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0509.See file dsdata.pdf to determine how the superseded data were derived.
 OT0509
 OT0509_MARKER: DB = BENCH MARK DISK
 OT0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0509_STAMPING: P 12 1926
 OT0509_MARK LOGO: CGS
 OT0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0509+STABILITY: SURFACE MOTION
 OT0509
 OT0509  HISTORY     - Date     Condition        Report By
 OT0509  HISTORY     - 1926     MONUMENTED       CGS
 OT0509  HISTORY     - 1963     GOOD             CGS
 OT0509
 OT0509                          STATION DESCRIPTION
 OT0509
 OT0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0509'4.9 MI NW FROM HOT SPRINGS.
 OT0509'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE
 OT0509'HIGHWAY 87 FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE
 OT0509'NORTHWEST ALONG NORTH RIVER STREET, THENCE 3.75 MILES WEST ALONG
 OT0509'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT A CROSSING OF
 OT0509'THE RAILROAD AND A PRIVATE ROAD, 9 RAILS WEST OF MILE POST 9,
 OT0509'70 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 38 FEET SOUTH
 OT0509'OF THE SOUTH RAIL, 10 FEET NORTH OF A FENCE, 1.2 FEET NORTH OF A
 OT0509'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE
 OT0509'TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1223 ***********************************************************************
 PU1223  DESIGNATION -  P 121
 PU1223  PID         -  PU1223
 PU1223  STATE/COUNTY-  SD/BUTTE
 PU1223  COUNTRY     -  US
 PU1223  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1223
 PU1223                         *CURRENT SURVEY CONTROL
 PU1223  ______________________________________________________________________
 PU1223* NAD 83(1986) POSITION- 44 43 21.     (N) 103 11 13.     (W)   SCALED
 PU1223* NAVD 88 ORTHO HEIGHT -   886.464 (meters)     2908.34  (feet) ADJUSTED
 PU1223  ______________________________________________________________________
 PU1223  GEOID HEIGHT    -        -16.898 (meters)                     GEOID18
 PU1223  DYNAMIC HEIGHT  -        886.233 (meters)     2907.58  (feet) COMP
 PU1223  MODELED GRAVITY -    980,327.1   (mgal)                       NAVD 88
 PU1223
 PU1223  VERT ORDER      -  SECOND    CLASS 0
 PU1223
 PU1223.The horizontal coordinates were scaled from a map and have
 PU1223.an estimated accuracy of +/- 6 seconds.
 PU1223
 PU1223.The orthometric height was determined by differential leveling and
 PU1223.adjusted by the NATIONAL GEODETIC SURVEY
 PU1223.in June 1991.
 PU1223
 PU1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1223.GEOID18 height accuracy estimate available here.
 PU1223
 PU1223.Click photographs - Photos may exist for this station.
 PU1223
 PU1223.The dynamic height is computed by dividing the NAVD 88
 PU1223.geopotential number by the normal gravity value computed on the
 PU1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1223.degrees latitude (g = 980.6199 gals.).
 PU1223
 PU1223.The modeled gravity was interpolated from observed gravity values.
 PU1223
 PU1223;                    North         East    Units  Estimated Accuracy
 PU1223;SPC SD N     -   103,780.      347,590.      MT  (+/- 180 meters Scaled)
 PU1223
 PU1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK435537(NAD 83)
 PU1223
 PU1223                          SUPERSEDED SURVEY CONTROL
 PU1223
 PU1223  NGVD 29 (??/??/92)  886.124  (m)         2907.23   (f) ADJ UNCH    2 0
 PU1223
 PU1223.Superseded values are not recommended for survey control.
 PU1223
 PU1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1223.See file dsdata.pdf to determine how the superseded data were derived.
 PU1223
 PU1223_MARKER: DB = BENCH MARK DISK
 PU1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1223_STAMPING: P 121 1934
 PU1223_MARK LOGO: CGS
 PU1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1223+STABILITY: SURFACE MOTION
 PU1223
 PU1223  HISTORY     - Date     Condition        Report By
 PU1223  HISTORY     - 1934     MONUMENTED       CGS
 PU1223  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1223
 PU1223                          STATION DESCRIPTION
 PU1223
 PU1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1223'11.7 MI E FROM NEWELL.
 PU1223'11.7 MILES EAST OF THE JUNCTION OF U.S. HY. 212 AND STATE HY. 79
 PU1223'AT NEWELL, 292 YARDS WEST OF A SMALL WOODEN BRIDGE ON HIGHWAY,
 PU1223'44 FEET SOUTH OF CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN
 PU1223'TOP OF CONCRETE POST 4 INCHES HIGH.  MARK IS STAMPED P 121 1934.
 PU1223
 PU1223                          STATION RECOVERY (1963)
 PU1223
 PU1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0526 ***********************************************************************
 QS0526  DESIGNATION -  P 123
 QS0526  PID         -  QS0526
 QS0526  STATE/COUNTY-  SD/ZIEBACH
 QS0526  COUNTRY     -  US
 QS0526  USGS QUAD   -  RED ELM (2017)
 QS0526
 QS0526                         *CURRENT SURVEY CONTROL
 QS0526  ______________________________________________________________________
 QS0526* NAD 83(1986) POSITION- 45 02 36.     (N) 101 50 05.     (W)   SCALED
 QS0526* NAVD 88 ORTHO HEIGHT -   774.793 (meters)     2541.97  (feet) ADJUSTED
 QS0526  ______________________________________________________________________
 QS0526  GEOID HEIGHT    -        -19.917 (meters)                     GEOID18
 QS0526  DYNAMIC HEIGHT  -        774.646 (meters)     2541.48  (feet) COMP
 QS0526  MODELED GRAVITY -    980,401.4   (mgal)                       NAVD 88
 QS0526
 QS0526  VERT ORDER      -  FIRST     CLASS II
 QS0526
 QS0526.The horizontal coordinates were scaled from a map and have
 QS0526.an estimated accuracy of +/- 6 seconds.
 QS0526
 QS0526.The orthometric height was determined by differential leveling and
 QS0526.adjusted by the NATIONAL GEODETIC SURVEY
 QS0526.in July 1998.
 QS0526
 QS0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0526.GEOID18 height accuracy estimate available here.
 QS0526
 QS0526.Click photographs - Photos may exist for this station.
 QS0526
 QS0526.The dynamic height is computed by dividing the NAVD 88
 QS0526.geopotential number by the normal gravity value computed on the
 QS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0526.degrees latitude (g = 980.6199 gals.).
 QS0526
 QS0526.The modeled gravity was interpolated from observed gravity values.
 QS0526
 QS0526;                    North         East    Units  Estimated Accuracy
 QS0526;SPC SD N     -   136,100.      455,470.      MT  (+/- 180 meters Scaled)
 QS0526
 QS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ767916(NAD 83)
 QS0526
 QS0526                          SUPERSEDED SURVEY CONTROL
 QS0526
 QS0526  NAVD 88 (06/15/91)  774.768  (m)         2541.88   (f) SUPERSEDED  1 2
 QS0526  NGVD 29 (??/??/92)  774.317  (m)         2540.41   (f) ADJ UNCH    1 2
 QS0526
 QS0526.Superseded values are not recommended for survey control.
 QS0526
 QS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0526.See file dsdata.pdf to determine how the superseded data were derived.
 QS0526
 QS0526_MARKER: DB = BENCH MARK DISK
 QS0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0526_STAMPING: P 123 1934
 QS0526_MARK LOGO: CGS
 QS0526_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0526+STABILITY: SURFACE MOTION
 QS0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0526+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 QS0526
 QS0526  HISTORY     - Date     Condition        Report By
 QS0526  HISTORY     - 1934     MONUMENTED       CGS
 QS0526  HISTORY     - 1953     GOOD             LOCSUR
 QS0526  HISTORY     - 19960425 GOOD             NGS
 QS0526  HISTORY     - 20120723 GOOD             INDIV
 QS0526
 QS0526                          STATION DESCRIPTION
 QS0526
 QS0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0526'11.5 MI E FROM FAITH.
 QS0526'IN ZIEBACH COUNTY, 11.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 QS0526'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT FAITH, MEADE
 QS0526'COUNTY, 2.4 MILES WEST OF THE STATION AT RED ELM, ZIEBACH
 QS0526'COUNTY, 0.7 MILE WEST OF MILEPOST 94, 346 FEET SOUTHWEST OF A
 QS0526'2-FOOT IRON CULVERT UNDER THE TRACK, 31.3 FEET NORTHWEST OF
 QS0526'THE NORTHWEST RAIL, AND 49 FEET SOUTHEAST OF THE CENTER LINE
 QS0526'OF THE U.S. HIGHWAY 212.  A STANDARD DISK, STAMPED P 123 1934
 QS0526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QS0526'GROUND.
 QS0526
 QS0526                          STATION RECOVERY (1953)
 QS0526
 QS0526'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QS0526'RECOVERED IN GOOD CONDITION.
 QS0526
 QS0526                          STATION RECOVERY (1996)
 QS0526
 QS0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0526'17.5 KM (10.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QS0526'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.7 KM (0.45 MI)
 QS0526'SOUTHERLY ALONG A GRAVELED ROAD, 96.0 M (315.0 FT) EAST OF THE ROAD
 QS0526'CENTER, 60.1 M (197.2 FT) EAST OF A T-JUNCTION UTILITY POLE WITH A GUY
 QS0526'CABLE, 14.8 M (48.6 FT) SOUTH OF THE CENTER OF AN ABANDONED ROAD BED,
 QS0526'10.5 M (34.4 FT) NORTH OF THE CENTER OF A RAILROAD GRADE (TRACK
 QS0526'REMOVED), 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY BED, AND THE
 QS0526'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QS0526
 QS0526                          STATION RECOVERY (2012)
 QS0526
 QS0526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0273 ***********************************************************************
 QT0273  DESIGNATION -  P 124
 QT0273  PID         -  QT0273
 QT0273  STATE/COUNTY-  SD/BUTTE
 QT0273  COUNTRY     -  US
 QT0273  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0273
 QT0273                         *CURRENT SURVEY CONTROL
 QT0273  ______________________________________________________________________
 QT0273* NAD 83(1986) POSITION- 45 11 01.     (N) 103 25 35.     (W)   SCALED
 QT0273* NAVD 88 ORTHO HEIGHT -   902.599 (meters)     2961.28  (feet) ADJUSTED
 QT0273  ______________________________________________________________________
 QT0273  GEOID HEIGHT    -        -16.422 (meters)                     GEOID18
 QT0273  DYNAMIC HEIGHT  -        902.410 (meters)     2960.66  (feet) COMP
 QT0273  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 QT0273
 QT0273  VERT ORDER      -  SECOND    CLASS 0
 QT0273
 QT0273.The horizontal coordinates were scaled from a map and have
 QT0273.an estimated accuracy of +/- 6 seconds.
 QT0273
 QT0273.The orthometric height was determined by differential leveling and
 QT0273.adjusted by the NATIONAL GEODETIC SURVEY
 QT0273.in June 1991.
 QT0273
 QT0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0273.GEOID18 height accuracy estimate available here.
 QT0273
 QT0273.Click photographs - Photos may exist for this station.
 QT0273
 QT0273.The dynamic height is computed by dividing the NAVD 88
 QT0273.geopotential number by the normal gravity value computed on the
 QT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0273.degrees latitude (g = 980.6199 gals.).
 QT0273
 QT0273.The modeled gravity was interpolated from observed gravity values.
 QT0273
 QT0273;                    North         East    Units  Estimated Accuracy
 QT0273;SPC SD N     -   155,740.      330,800.      MT  (+/- 180 meters Scaled)
 QT0273
 QT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL236045(NAD 83)
 QT0273
 QT0273                          SUPERSEDED SURVEY CONTROL
 QT0273
 QT0273  NGVD 29 (??/??/92)  902.118  (m)         2959.70   (f) ADJ UNCH    2 0
 QT0273
 QT0273.Superseded values are not recommended for survey control.
 QT0273
 QT0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0273.See file dsdata.pdf to determine how the superseded data were derived.
 QT0273
 QT0273_MARKER: DB = BENCH MARK DISK
 QT0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0273_STAMPING: P 124 1934
 QT0273_MARK LOGO: CGS
 QT0273_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0273+STABILITY: SURFACE MOTION
 QT0273
 QT0273  HISTORY     - Date     Condition        Report By
 QT0273  HISTORY     - 1934     MONUMENTED       CGS
 QT0273  HISTORY     - 1973     GOOD             USGS
 QT0273
 QT0273                          STATION DESCRIPTION
 QT0273
 QT0273'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0273'1.4 MI SE FROM MASON.
 QT0273'REDIG POSTOFFICE, HARDING CO., THENCE 5.0 MI. S ALONG U.S. HWY.
 QT0273'85 TO X-ROAD, THENCE E. 5.7 MI., THENCE S. 1.0 MI. TO T-ROAD E.
 QT0273'TO JOHNSON BROS. RANCH.  193 FEET SOUTH AND 39 FEET WEST OF AND
 QT0273'4 FOOT HIGHER THAN ROAD JUNC.  A STANDARD DISK STAMPED P 124 1934
 QT0273'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 QT0273'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0070 ***********************************************************************
 QT0070  DESIGNATION -  P 125
 QT0070  PID         -  QT0070
 QT0070  STATE/COUNTY-  SD/PERKINS
 QT0070  COUNTRY     -  US
 QT0070  USGS QUAD   -  FAITH (2017)
 QT0070
 QT0070                         *CURRENT SURVEY CONTROL
 QT0070  ______________________________________________________________________
 QT0070* NAD 83(1986) POSITION- 45 02 18.     (N) 102 06 23.     (W)   SCALED
 QT0070* NAVD 88 ORTHO HEIGHT -   788.956 (meters)     2588.43  (feet) POSTED
 QT0070  ______________________________________________________________________
 QT0070  GEOID HEIGHT    -        -19.262 (meters)                     GEOID18
 QT0070  DYNAMIC HEIGHT  -        788.80  (meters)     2587.9   (feet) COMP
 QT0070  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 QT0070
 QT0070  VERT ORDER      -  * POSTED, SEE BELOW
 QT0070
 QT0070.The horizontal coordinates were scaled from a map and have
 QT0070.an estimated accuracy of +/- 6 seconds.
 QT0070
 QT0070.The orthometric height was determined by differential leveling
 QT0070.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QT0070
 QT0070.* This is a POSTED BENCH MARK height.
 QT0070
 QT0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0070.GEOID18 height accuracy estimate available here.
 QT0070
 QT0070.Click photographs - Photos may exist for this station.
 QT0070
 QT0070.The dynamic height is computed by dividing the NAVD 88
 QT0070.geopotential number by the normal gravity value computed on the
 QT0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0070.degrees latitude (g = 980.6199 gals.).
 QT0070
 QT0070.The modeled gravity was interpolated from observed gravity values.
 QT0070
 QT0070;                    North         East    Units  Estimated Accuracy
 QT0070;SPC SD N     -   136,060.      434,060.      MT  (+/- 180 meters Scaled)
 QT0070
 QT0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK279912(NAD 83)
 QT0070
 QT0070                          SUPERSEDED SURVEY CONTROL
 QT0070
 QT0070  NGVD 29 (??/??/92)  788.49   (m)         2586.9    (f) COMPUTED    2 0
 QT0070
 QT0070.Superseded values are not recommended for survey control.
 QT0070
 QT0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0070.See file dsdata.pdf to determine how the superseded data were derived.
 QT0070
 QT0070_MARKER: DB = BENCH MARK DISK
 QT0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0070_STAMPING: P 125 1934
 QT0070_MARK LOGO: CGS
 QT0070_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0070+STABILITY: SURFACE MOTION
 QT0070
 QT0070  HISTORY     - Date     Condition        Report By
 QT0070  HISTORY     - 1934     MONUMENTED       CGS
 QT0070  HISTORY     - 1963     MARK NOT FOUND   CGS
 QT0070
 QT0070                          STATION DESCRIPTION
 QT0070
 QT0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0070'4.4 MI NW FROM FAITH.
 QT0070'IN PERKINS COUNTY, 4.4 MILES NORTHWEST ALONG STATE HIGHWAY 73
 QT0070'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QT0070'STATION AT FAITH, MEADE COUNTY, 2.1 MILES NORTHWEST OF THE
 QT0070'JUNCTION WITH U.S. HIGHWAY 212, AT A RIGHT TURN TO THE NORTH,
 QT0070'262 FEET WEST OF THE PROLONGATION OF THE CENTERLINE OF THE
 QT0070'HIGHWAY LEADING NORTH, AND 35 FEET SOUTH OF THE CENTERLINE OF
 QT0070'THE EAST-AND-WEST PORTION.  A STANDARD DISK, STAMPED P 125 1934
 QT0070'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 QT0070'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0850 ***********************************************************************
 PT0850  DESIGNATION -  P 126
 PT0850  PID         -  PT0850
 PT0850  STATE/COUNTY-  SD/HAAKON
 PT0850  COUNTRY     -  US
 PT0850  USGS QUAD   -  BRIDGER (2017)
 PT0850
 PT0850                         *CURRENT SURVEY CONTROL
 PT0850  ______________________________________________________________________
 PT0850* NAD 83(1986) POSITION- 44 30 21.67   (N) 101 59 13.87   (W)   HD_HELD1
 PT0850* NAVD 88 ORTHO HEIGHT -   676.743 (meters)     2220.28  (feet) ADJUSTED
 PT0850  ______________________________________________________________________
 PT0850  GEOID HEIGHT    -        -20.069 (meters)                     GEOID18
 PT0850  DYNAMIC HEIGHT  -        676.593 (meters)     2219.79  (feet) COMP
 PT0850  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 PT0850
 PT0850  VERT ORDER      -  SECOND    CLASS 0
 PT0850
 PT0850.The horizontal coordinates were determined by differentially corrected
 PT0850.hand held GPS observations or other comparable positioning techniques
 PT0850.and have an estimated accuracy of +/- 3 meters.
 PT0850
 PT0850.The orthometric height was determined by differential leveling and
 PT0850.adjusted by the NATIONAL GEODETIC SURVEY
 PT0850.in June 1991.
 PT0850
 PT0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0850.GEOID18 height accuracy estimate available here.
 PT0850
 PT0850.Click photographs - Photos may exist for this station.
 PT0850
 PT0850.The dynamic height is computed by dividing the NAVD 88
 PT0850.geopotential number by the normal gravity value computed on the
 PT0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0850.degrees latitude (g = 980.6199 gals.).
 PT0850
 PT0850.The modeled gravity was interpolated from observed gravity values.
 PT0850
 PT0850;                    North         East    Units  Estimated Accuracy
 PT0850;SPC SD S     -   242,690.2     468,488.5     MT  (+/- 3 meters HH1 GPS) 
 PT0850
 PT0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6254732418(NAD 83)
 PT0850
 PT0850                          SUPERSEDED SURVEY CONTROL
 PT0850
 PT0850  NGVD 29 (??/??/92)  676.31   (m)         2218.9    (f) COMPUTED    2 0
 PT0850
 PT0850.Superseded values are not recommended for survey control.
 PT0850
 PT0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0850.See file dsdata.pdf to determine how the superseded data were derived.
 PT0850
 PT0850_MARKER: DB = BENCH MARK DISK
 PT0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0850_STAMPING: P 126 1934
 PT0850_MARK LOGO: CGS
 PT0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0850+STABILITY: SURFACE MOTION
 PT0850
 PT0850  HISTORY     - Date     Condition        Report By
 PT0850  HISTORY     - 1934     MONUMENTED       CGS
 PT0850  HISTORY     - 1962     MARK NOT FOUND   CGS
 PT0850
 PT0850                          STATION DESCRIPTION
 PT0850
 PT0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0850'9.3 MI S FROM BRIDGER.
 PT0850'9.3 MILES SOUTH ALONG HIGHWAY 73 FROM THE POST OFFICE AT HOWES,
 PT0850'MEADE COUNTY, 56 FEET WEST OF P.I. OF CENTERLINES OF TRAIL SOUTH
 PT0850'AND HIGHWAY 73, 30 FEET NORTHWEST OF TRAIL CROSSING FENCE AND 15
 PT0850'FEET SOUTHWEST OF FENCE IN A CONCRETE POST.  A STANDARD DISK
 PT0850'STAMPED P 126 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0146 ***********************************************************************
 PU0146  DESIGNATION -  P 127
 PU0146  PID         -  PU0146
 PU0146  STATE/COUNTY-  SD/MEADE
 PU0146  COUNTRY     -  US
 PU0146  USGS QUAD   -  WHITE OWL (2017)
 PU0146
 PU0146                         *CURRENT SURVEY CONTROL
 PU0146  ______________________________________________________________________
 PU0146* NAD 83(1986) POSITION- 44 35 36.     (N) 102 25 19.     (W)   SCALED
 PU0146* NAVD 88 ORTHO HEIGHT -   837.725 (meters)     2748.44  (feet) ADJUSTED
 PU0146  ______________________________________________________________________
 PU0146  GEOID HEIGHT    -        -18.778 (meters)                     GEOID18
 PU0146  DYNAMIC HEIGHT  -        837.506 (meters)     2747.72  (feet) COMP
 PU0146  MODELED GRAVITY -    980,327.8   (mgal)                       NAVD 88
 PU0146
 PU0146  VERT ORDER      -  SECOND    CLASS 0
 PU0146
 PU0146.The horizontal coordinates were scaled from a map and have
 PU0146.an estimated accuracy of +/- 6 seconds.
 PU0146
 PU0146.The orthometric height was determined by differential leveling and
 PU0146.adjusted by the NATIONAL GEODETIC SURVEY
 PU0146.in June 1991.
 PU0146
 PU0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0146.GEOID18 height accuracy estimate available here.
 PU0146
 PU0146.Click photographs - Photos may exist for this station.
 PU0146
 PU0146.The dynamic height is computed by dividing the NAVD 88
 PU0146.geopotential number by the normal gravity value computed on the
 PU0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0146.degrees latitude (g = 980.6199 gals.).
 PU0146
 PU0146.The modeled gravity was interpolated from observed gravity values.
 PU0146
 PU0146;                    North         East    Units  Estimated Accuracy
 PU0146;SPC SD N     -    87,330.      407,730.      MT  (+/- 180 meters Scaled)
 PU0146
 PU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK046410(NAD 83)
 PU0146
 PU0146                          SUPERSEDED SURVEY CONTROL
 PU0146
 PU0146  NGVD 29 (??/??/92)  837.243  (m)         2746.85   (f) ADJ UNCH    2 0
 PU0146
 PU0146.Superseded values are not recommended for survey control.
 PU0146
 PU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0146.See file dsdata.pdf to determine how the superseded data were derived.
 PU0146
 PU0146_MARKER: DB = BENCH MARK DISK
 PU0146_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0146_STAMPING: P 127 1934
 PU0146_MARK LOGO: CGS
 PU0146_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0146
 PU0146  HISTORY     - Date     Condition        Report By
 PU0146  HISTORY     - 1934     MONUMENTED       CGS
 PU0146  HISTORY     - 1963     GOOD             CGS
 PU0146  HISTORY     - 1980     GOOD             NGS
 PU0146  HISTORY     - 19950605 MARK NOT FOUND   NGS
 PU0146
 PU0146                          STATION DESCRIPTION
 PU0146
 PU0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0146'0.3 MI E FROM WHITE OWL.
 PU0146'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0146'POST OFFICE AT WHITE OWL, AT THE JUNCTION OF THE HIGHWAY WITH A
 PU0146'ROAD LEADING NORTH, 35 FEET SOUTH OF THE CENTER LINE OF THE
 PU0146'HIGHWAY, 34 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 PU0146'ROAD LEADING NORTH, 27 FEET WEST OF THE WEST END OF A GATE, 25
 PU0146'FEET EAST OF A TELEPHONE POLE, 3 1/2 FEET SOUTH OF A FENCE, 4 1/2
 PU0146'FEET SOUTHEAST OF A CORNER FENCE POST, 0.8 FOOT SOUTH OF A FENCE,
 PU0146'4 1/2 FEET SOUTHEAST OF A CORNER FENCE POST, 0.8 FOOT NORTH OF A
 PU0146'METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 PU0146'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 PU0146'INCHES.
 PU0146
 PU0146                          STATION RECOVERY (1980)
 PU0146
 PU0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PU0146'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 34, FROM THE POST OFFICE AND
 PU0146'STORE IN WHITE OWL, 35 FEET SOUTH OF CENTER OF STATE HIGHWAY 34, 35
 PU0146'FEET WEST OF CENTER OF GATE, 1 FOOT NORTH OF FENCE 0.8 FEET NORTH OF
 PU0146'WITNESS POST.
 PU0146
 PU0146                          STATION RECOVERY (1995)
 PU0146
 PU0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0146'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2125 ***********************************************************************
 PU2125  DESIGNATION -  P 127 RESET
 PU2125  PID         -  PU2125
 PU2125  STATE/COUNTY-  SD/MEADE
 PU2125  COUNTRY     -  US
 PU2125  USGS QUAD   -  WHITE OWL (2017)
 PU2125
 PU2125                         *CURRENT SURVEY CONTROL
 PU2125  ______________________________________________________________________
 PU2125* NAD 83(1986) POSITION- 44 35 35.     (N) 102 25 20.     (W)   SCALED
 PU2125* NAVD 88 ORTHO HEIGHT -   837.591 (meters)     2748.00  (feet) ADJUSTED
 PU2125  ______________________________________________________________________
 PU2125  GEOID HEIGHT    -        -18.778 (meters)                     GEOID18
 PU2125  DYNAMIC HEIGHT  -        837.372 (meters)     2747.28  (feet) COMP
 PU2125  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 PU2125
 PU2125  VERT ORDER      -  FIRST     CLASS II
 PU2125
 PU2125.The horizontal coordinates were scaled from a map and have
 PU2125.an estimated accuracy of +/- 6 seconds.
 PU2125
 PU2125.The orthometric height was determined by differential leveling and
 PU2125.adjusted by the NATIONAL GEODETIC SURVEY
 PU2125.in October 1997.
 PU2125
 PU2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2125.GEOID18 height accuracy estimate available here.
 PU2125
 PU2125.Click photographs - Photos may exist for this station.
 PU2125
 PU2125.The dynamic height is computed by dividing the NAVD 88
 PU2125.geopotential number by the normal gravity value computed on the
 PU2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2125.degrees latitude (g = 980.6199 gals.).
 PU2125
 PU2125.The modeled gravity was interpolated from observed gravity values.
 PU2125
 PU2125;                    North         East    Units  Estimated Accuracy
 PU2125;SPC SD N     -    87,300.      407,700.      MT  (+/- 180 meters Scaled)
 PU2125
 PU2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK046409(NAD 83)
 PU2125
 PU2125                          SUPERSEDED SURVEY CONTROL
 PU2125
 PU2125  NGVD 29 (04/17/07)  837.09   (m)         2746.4    (f) RESET       3  
 PU2125
 PU2125.Superseded values are not recommended for survey control.
 PU2125
 PU2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2125.See file dsdata.pdf to determine how the superseded data were derived.
 PU2125
 PU2125_MARKER: DV = VERTICAL CONTROL DISK
 PU2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2125_STAMPING: P 127 RESET 1980
 PU2125_MARK LOGO: NGS
 PU2125_PROJECTION: FLUSH
 PU2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2125+STABILITY: SURFACE MOTION
 PU2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2125+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2125
 PU2125  HISTORY     - Date     Condition        Report By
 PU2125  HISTORY     - 1980     MONUMENTED       NGS
 PU2125  HISTORY     - 19950605 GOOD             NGS
 PU2125
 PU2125                          STATION DESCRIPTION
 PU2125
 PU2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 PU2125'0.3 MI EAST FROM WHITE OWL.
 PU2125'0.3 MILE EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND STORE
 PU2125'IN WHITE OWL, 129.0 FEET SOUTH OF CENTER OF STATE HIGHWAY 34, AND
 PU2125'2.0 FEET EAST OF A FENCE.
 PU2125'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 PU2125
 PU2125                          STATION RECOVERY (1995)
 PU2125
 PU2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2125'20.9 KM (13.00 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU2125'OFFICE IN UNION CENTER, 66.3 M (217.5 FT) WEST OF MILEPOST 94, 38.7 M
 PU2125'(127.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) SOUTH OF A
 PU2125'T-FENCE CORNER, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M
 PU2125'(2.3 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 PU2125'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0711 ***********************************************************************
 PU0711  DESIGNATION -  P 129
 PU0711  PID         -  PU0711
 PU0711  STATE/COUNTY-  SD/MEADE
 PU0711  COUNTRY     -  US
 PU0711  USGS QUAD   -  ELM SPRINGS (2017)
 PU0711
 PU0711                         *CURRENT SURVEY CONTROL
 PU0711  ______________________________________________________________________
 PU0711* NAD 83(1986) POSITION- 44 17 04.     (N) 102 31 41.     (W)   SCALED
 PU0711* NAVD 88 ORTHO HEIGHT -   793.109 (meters)     2602.06  (feet) ADJUSTED
 PU0711  ______________________________________________________________________
 PU0711  GEOID HEIGHT    -        -18.571 (meters)                     GEOID18
 PU0711  DYNAMIC HEIGHT  -        792.884 (meters)     2601.32  (feet) COMP
 PU0711  MODELED GRAVITY -    980,308.3   (mgal)                       NAVD 88
 PU0711
 PU0711  VERT ORDER      -  SECOND    CLASS 0
 PU0711
 PU0711.The horizontal coordinates were scaled from a map and have
 PU0711.an estimated accuracy of +/- 6 seconds.
 PU0711
 PU0711.The orthometric height was determined by differential leveling and
 PU0711.adjusted by the NATIONAL GEODETIC SURVEY
 PU0711.in June 1991.
 PU0711
 PU0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0711.GEOID18 height accuracy estimate available here.
 PU0711
 PU0711.Click photographs - Photos may exist for this station.
 PU0711
 PU0711.The dynamic height is computed by dividing the NAVD 88
 PU0711.geopotential number by the normal gravity value computed on the
 PU0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0711.degrees latitude (g = 980.6199 gals.).
 PU0711
 PU0711.The modeled gravity was interpolated from observed gravity values.
 PU0711
 PU0711;                    North         East    Units  Estimated Accuracy
 PU0711;SPC SD N     -    53,280.      398,230.      MT  (+/- 180 meters Scaled)
 PU0711
 PU0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK972064(NAD 83)
 PU0711
 PU0711                          SUPERSEDED SURVEY CONTROL
 PU0711
 PU0711  NGVD 29 (??/??/92)  792.652  (m)         2600.56   (f) ADJ UNCH    2 0
 PU0711
 PU0711.Superseded values are not recommended for survey control.
 PU0711
 PU0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0711.See file dsdata.pdf to determine how the superseded data were derived.
 PU0711
 PU0711_MARKER: DB = BENCH MARK DISK
 PU0711_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0711_STAMPING: P 129 1934
 PU0711_MARK LOGO: CGS
 PU0711_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0711
 PU0711  HISTORY     - Date     Condition        Report By
 PU0711  HISTORY     - 1934     MONUMENTED       CGS
 PU0711
 PU0711                          STATION DESCRIPTION
 PU0711
 PU0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0711'17.4 MI N FROM WASTA.
 PU0711'IN MEADE COUNTY, 17.4 MILES NORTH ALONG THE COUNTY ROAD LEADING
 PU0711'TO ENNING FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 PU0711'AT WASTA, PENNINGTON COUNTY, 1.9 MILES SOUTH OF THE STORE
 PU0711'AT ELM SPRINGS, MEADE COUNTY, IN THE SOUTHEAST CORNER OF A
 PU0711'SCHOOL YARD, 72 YARDS SOUTH OF THE SOUTH SIDE OF THE SCHOOL
 PU0711'BUILDING, 40 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST
 PU0711'SECTION ROAD, 38 FEET WEST OF THE CENTERLINE OF THE ENNING-WASTA
 PU0711'ROAD, AND 3 FEET NORTHWEST OF THE YARD FENCE CORNER.  A STANDARD
 PU0711'DISK, STAMPED P 129 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU0711'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0118 ***********************************************************************
 PT0118  DESIGNATION -  P 13
 PT0118  PID         -  PT0118
 PT0118  STATE/COUNTY-  SD/STANLEY
 PT0118  COUNTRY     -  US
 PT0118  USGS QUAD   -  PIERRE (2017)
 PT0118
 PT0118                         *CURRENT SURVEY CONTROL
 PT0118  ______________________________________________________________________
 PT0118* NAD 83(1986) POSITION- 44 16 02.     (N) 100 19 32.     (W)   SCALED
 PT0118* NAVD 88 ORTHO HEIGHT -   553.742 (meters)     1816.74  (feet) ADJUSTED
 PT0118  ______________________________________________________________________
 PT0118  GEOID HEIGHT    -        -23.775 (meters)                     GEOID18
 PT0118  DYNAMIC HEIGHT  -        553.611 (meters)     1816.31  (feet) COMP
 PT0118  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 PT0118
 PT0118  VERT ORDER      -  FIRST     CLASS II
 PT0118
 PT0118.The horizontal coordinates were scaled from a map and have
 PT0118.an estimated accuracy of +/- 6 seconds.
 PT0118
 PT0118.The orthometric height was determined by differential leveling and
 PT0118.adjusted by the NATIONAL GEODETIC SURVEY
 PT0118.in June 1991.
 PT0118
 PT0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0118.GEOID18 height accuracy estimate available here.
 PT0118
 PT0118.Click photographs - Photos may exist for this station.
 PT0118
 PT0118.The dynamic height is computed by dividing the NAVD 88
 PT0118.geopotential number by the normal gravity value computed on the
 PT0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0118.degrees latitude (g = 980.6199 gals.).
 PT0118
 PT0118.The modeled gravity was interpolated from observed gravity values.
 PT0118
 PT0118;                    North         East    Units  Estimated Accuracy
 PT0118;SPC SD S     -   214,850.      600,620.      MT  (+/- 180 meters Scaled)
 PT0118
 PT0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ942024(NAD 83)
 PT0118
 PT0118                          SUPERSEDED SURVEY CONTROL
 PT0118
 PT0118  NGVD 29 (??/??/92)  553.350  (m)         1815.45   (f) ADJ UNCH    1 2
 PT0118
 PT0118.Superseded values are not recommended for survey control.
 PT0118
 PT0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0118.See file dsdata.pdf to determine how the superseded data were derived.
 PT0118
 PT0118_MARKER: DB = BENCH MARK DISK
 PT0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0118_STAMPING: P 13 1926 1815.449
 PT0118_MARK LOGO: CGS
 PT0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0118+STABILITY: SURFACE MOTION
 PT0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0118+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1986
 PT0118
 PT0118  HISTORY     - Date     Condition        Report By
 PT0118  HISTORY     - 1926     MONUMENTED       CGS
 PT0118  HISTORY     - 1941     GOOD             CGS
 PT0118  HISTORY     - 19861010 GOOD             NGS
 PT0118
 PT0118                          STATION DESCRIPTION
 PT0118
 PT0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0118'6.7 MI S FROM FORT PIERRE.
 PT0118'7.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM FORT PIERRE, STANLEY
 PT0118'COUNTY, AT THE NORTHEAST CORNER OF THE INTERSECTION OF AN
 PT0118'EAST-AND-WEST SECTION-LINE ROAD, 35.5 FEET EAST OF THE CENTER
 PT0118'LINE OF THE HIGHWAY, IN THE NORTH-AND-SOUTH FENCE LINE ON THE
 PT0118'EAST SIDE OF THE ROAD, AND 2 FEET NORTH OF A FENCE CORNER.  A
 PT0118'STANDARD DISK, STAMPED 1815.449 P 13 1926 AND SET IN THE TOP
 PT0118'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PT0118
 PT0118                          STATION RECOVERY (1986)
 PT0118
 PT0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0118'0.6 KM (0.35 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 PT0118'IN FORT PIERRE, THEN CONTINUE 7.8 KM (4.85 MI) SOUTH ALONG 83, THEN
 PT0118'LEFT 3.6 KM (2.25 MI) SOUTHEAST AND SOUTH ALONG COUNTY ROAD 200A, IN
 PT0118'R 79 W, T 109 N, SECTION 3, SOUTHWEST CORNER, 10.82 M (35.5 FT) EAST
 PT0118'OF THE CENTER OF COUNTY ROAD 200 A, 13.41 M (44.0 FT) NORTH FROM THE
 PT0118'CENTER OF COUNTY RAOD 802, 0.61 M (2.0 FT) NORTH OF AN EAST TO WEST
 PT0118'FENCE, 0.3 M (1.0 FT) EAST FROM THE EAST RIGHT OF WAY FENCE IN THE
 PT0118'TOP OF A CONCRETE POST AND ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0060 ***********************************************************************
 OT0060  DESIGNATION -  P 130
 OT0060  PID         -  OT0060
 OT0060  STATE/COUNTY-  SD/PENNINGTON
 OT0060  COUNTRY     -  US
 OT0060  USGS QUAD   -  WALL SW (2017)
 OT0060
 OT0060                         *CURRENT SURVEY CONTROL
 OT0060  ______________________________________________________________________
 OT0060* NAD 83(1986) POSITION- 43 50 37.10   (N) 102 12 17.78   (W)   HD_HELD1
 OT0060* NAVD 88 ORTHO HEIGHT -   807.074 (meters)     2647.88  (feet) ADJUSTED
 OT0060  ______________________________________________________________________
 OT0060  GEOID HEIGHT    -        -19.158 (meters)                     GEOID18
 OT0060  DYNAMIC HEIGHT  -        806.819 (meters)     2647.04  (feet) COMP
 OT0060  MODELED GRAVITY -    980,275.5   (mgal)                       NAVD 88
 OT0060
 OT0060  VERT ORDER      -  SECOND    CLASS 0
 OT0060
 OT0060.The horizontal coordinates were determined by differentially corrected
 OT0060.hand held GPS observations or other comparable positioning techniques
 OT0060.and have an estimated accuracy of +/- 3 meters.
 OT0060
 OT0060.The orthometric height was determined by differential leveling and
 OT0060.adjusted by the NATIONAL GEODETIC SURVEY
 OT0060.in June 1991.
 OT0060
 OT0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0060.GEOID18 height accuracy estimate available here.
 OT0060
 OT0060.Click photographs - Photos may exist for this station.
 OT0060
 OT0060.The dynamic height is computed by dividing the NAVD 88
 OT0060.geopotential number by the normal gravity value computed on the
 OT0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0060.degrees latitude (g = 980.6199 gals.).
 OT0060
 OT0060.The modeled gravity was interpolated from observed gravity values.
 OT0060
 OT0060;                    North         East    Units  Estimated Accuracy
 OT0060;SPC SD S     -   169,478.5     449,517.6     MT  (+/- 3 meters HH1 GPS) 
 OT0060
 OT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2468258304(NAD 83)
 OT0060
 OT0060                          SUPERSEDED SURVEY CONTROL
 OT0060
 OT0060  NGVD 29 (??/??/92)  806.610  (m)         2646.35   (f) ADJ UNCH    2 0
 OT0060
 OT0060.Superseded values are not recommended for survey control.
 OT0060
 OT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0060.See file dsdata.pdf to determine how the superseded data were derived.
 OT0060
 OT0060_MARKER: DB = BENCH MARK DISK
 OT0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0060_STAMPING: P 130 1934
 OT0060_MARK LOGO: CGS
 OT0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0060+STABILITY: SURFACE MOTION
 OT0060
 OT0060  HISTORY     - Date     Condition        Report By
 OT0060  HISTORY     - 1934     MONUMENTED       CGS
 OT0060  HISTORY     - 1962     GOOD             CGS
 OT0060
 OT0060                          STATION DESCRIPTION
 OT0060
 OT0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0060'11.8 MI SE FROM WALL.
 OT0060'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0060'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0060'THENCE 11.4 MILES SOUTH ALONG U.S. HIGHWAY 16A, 0.25 MILE
 OT0060'WEST OF THE JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, 62
 OT0060'FEET SOUTH OF THE CENTER LINE OF A CURVE IN THE HIGHWAY, ABOUT
 OT0060'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, 1.5 FEET EAST OF A
 OT0060'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 OT0060'PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0061 ***********************************************************************
 OT0061  DESIGNATION -  P 131
 OT0061  PID         -  OT0061
 OT0061  STATE/COUNTY-  SD/PENNINGTON
 OT0061  COUNTRY     -  US
 OT0061  USGS QUAD   -  WALL SW (2017)
 OT0061
 OT0061                         *CURRENT SURVEY CONTROL
 OT0061  ______________________________________________________________________
 OT0061* NAD 83(1986) POSITION- 43 50 42.     (N) 102 11 44.     (W)   SCALED
 OT0061* NAVD 88 ORTHO HEIGHT -   836.969 (meters)     2745.96  (feet) ADJUSTED
 OT0061  ______________________________________________________________________
 OT0061  GEOID HEIGHT    -        -19.186 (meters)                     GEOID18
 OT0061  DYNAMIC HEIGHT  -        836.705 (meters)     2745.09  (feet) COMP
 OT0061  MODELED GRAVITY -    980,274.7   (mgal)                       NAVD 88
 OT0061
 OT0061  VERT ORDER      -  SECOND    CLASS 0
 OT0061
 OT0061.The horizontal coordinates were scaled from a map and have
 OT0061.an estimated accuracy of +/- 6 seconds.
 OT0061
 OT0061.The orthometric height was determined by differential leveling and
 OT0061.adjusted by the NATIONAL GEODETIC SURVEY
 OT0061.in June 1991.
 OT0061
 OT0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0061.GEOID18 height accuracy estimate available here.
 OT0061
 OT0061.Click photographs - Photos may exist for this station.
 OT0061
 OT0061.The dynamic height is computed by dividing the NAVD 88
 OT0061.geopotential number by the normal gravity value computed on the
 OT0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0061.degrees latitude (g = 980.6199 gals.).
 OT0061
 OT0061.The modeled gravity was interpolated from observed gravity values.
 OT0061
 OT0061;                    North         East    Units  Estimated Accuracy
 OT0061;SPC SD S     -   169,610.      450,280.      MT  (+/- 180 meters Scaled)
 OT0061
 OT0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ254584(NAD 83)
 OT0061
 OT0061                          SUPERSEDED SURVEY CONTROL
 OT0061
 OT0061  NGVD 29 (??/??/92)  836.505  (m)         2744.43   (f) ADJ UNCH    2 0
 OT0061
 OT0061.Superseded values are not recommended for survey control.
 OT0061
 OT0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0061.See file dsdata.pdf to determine how the superseded data were derived.
 OT0061
 OT0061_MARKER: DB = BENCH MARK DISK
 OT0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0061_STAMPING: P 131 1940 2744.43
 OT0061_MARK LOGO: CGS
 OT0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0061+STABILITY: SURFACE MOTION
 OT0061
 OT0061  HISTORY     - Date     Condition        Report By
 OT0061  HISTORY     - 1940     MONUMENTED       CGS
 OT0061  HISTORY     - 1962     GOOD             CGS
 OT0061
 OT0061                          STATION DESCRIPTION
 OT0061
 OT0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0061'12.5 MI SE FROM WALL.
 OT0061'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0061'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0061'THENCE 12.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, 0.3 MILE
 OT0061'SOUTHWEST OF THE JUNCTION OF THE DILLON PASS CAMP GROUND ROAD,
 OT0061'0.1 MILE NORTH OF AN ASPHALT PARKING AREA, ABOUT 250 FEET
 OT0061'SOUTHWEST OF A CURVE IN THE HIGHWAY, 106 FEET WEST OF THE
 OT0061'CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 OT0061'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0061'5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0623 ***********************************************************************
 PU0623  DESIGNATION -  P 131
 PU0623  PID         -  PU0623
 PU0623  STATE/COUNTY-  SD/PENNINGTON
 PU0623  COUNTRY     -  US
 PU0623  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0623
 PU0623                         *CURRENT SURVEY CONTROL
 PU0623  ______________________________________________________________________
 PU0623* NAD 83(1986) POSITION- 44 05 26.     (N) 102 49 59.     (W)   SCALED
 PU0623* NAVD 88 ORTHO HEIGHT -   865.682 (meters)     2840.16  (feet) ADJUSTED
 PU0623  ______________________________________________________________________
 PU0623  GEOID HEIGHT    -        -17.505 (meters)                     GEOID18
 PU0623  DYNAMIC HEIGHT  -        865.409 (meters)     2839.26  (feet) COMP
 PU0623  MODELED GRAVITY -    980,273.9   (mgal)                       NAVD 88
 PU0623
 PU0623  VERT ORDER      -  SECOND    CLASS 0
 PU0623
 PU0623.The horizontal coordinates were scaled from a map and have
 PU0623.an estimated accuracy of +/- 6 seconds.
 PU0623
 PU0623.The orthometric height was determined by differential leveling and
 PU0623.adjusted by the NATIONAL GEODETIC SURVEY
 PU0623.in June 1991.
 PU0623
 PU0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0623.GEOID18 height accuracy estimate available here.
 PU0623
 PU0623.Click photographs - Photos may exist for this station.
 PU0623
 PU0623.The dynamic height is computed by dividing the NAVD 88
 PU0623.geopotential number by the normal gravity value computed on the
 PU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0623.degrees latitude (g = 980.6199 gals.).
 PU0623
 PU0623.The modeled gravity was interpolated from observed gravity values.
 PU0623
 PU0623;                    North         East    Units  Estimated Accuracy
 PU0623;SPC SD S     -   198,230.      399,850.      MT  (+/- 180 meters Scaled)
 PU0623
 PU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ734842(NAD 83)
 PU0623
 PU0623                          SUPERSEDED SURVEY CONTROL
 PU0623
 PU0623  NGVD 29 (??/??/92)  865.213  (m)         2838.62   (f) ADJ UNCH    2 0
 PU0623
 PU0623.Superseded values are not recommended for survey control.
 PU0623
 PU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0623.See file dsdata.pdf to determine how the superseded data were derived.
 PU0623
 PU0623_MARKER: DB = BENCH MARK DISK
 PU0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0623_STAMPING: P 131 1934
 PU0623_MARK LOGO: CGS
 PU0623_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0623+STABILITY: SURFACE MOTION
 PU0623
 PU0623  HISTORY     - Date     Condition        Report By
 PU0623  HISTORY     - 1934     MONUMENTED       CGS
 PU0623
 PU0623                          STATION DESCRIPTION
 PU0623
 PU0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0623'AT NEW UNDERWOOD.
 PU0623'AT NEW UNDERWOOD, PENNINGTON COUNTY, ON THE CHICAGO AND NORTH
 PU0623'WESTERN RAILWAY, 318 YARDS EAST OF THE STATION, 44 FEET SOUTH OF
 PU0623'THE SOUTH RAIL, 37 FEET SOUTHWEST OF THE SWITCH AT THE EAST END OF
 PU0623'THE TRACK, 9.6 FEET EAST OF THE CENTER OF THE RIGHT-OF-WAY FENCE,
 PU0623'2.5 FEET NORTH OF THE FENCE AND SET IN THE TOP OF A CONCRETE POST
 PU0623'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0209 ***********************************************************************
 OT0209  DESIGNATION -  P 133
 OT0209  PID         -  OT0209
 OT0209  STATE/COUNTY-  SD/SHANNON
 OT0209  COUNTRY     -  US
 OT0209  USGS QUAD   -  WAKPAMANI (2017)
 OT0209
 OT0209                         *CURRENT SURVEY CONTROL
 OT0209  ______________________________________________________________________
 OT0209* NAD 83(1986) POSITION- 43 01 38.     (N) 102 12 39.     (W)   SCALED
 OT0209* NAVD 88 ORTHO HEIGHT -  1069.522 (meters)     3508.92  (feet) ADJUSTED
 OT0209  ______________________________________________________________________
 OT0209  GEOID HEIGHT    -        -18.541 (meters)                     GEOID18
 OT0209  DYNAMIC HEIGHT  -       1069.042 (meters)     3507.35  (feet) COMP
 OT0209  MODELED GRAVITY -    980,134.2   (mgal)                       NAVD 88
 OT0209
 OT0209  VERT ORDER      -  SECOND    CLASS 0
 OT0209
 OT0209.The horizontal coordinates were scaled from a map and have
 OT0209.an estimated accuracy of +/- 6 seconds.
 OT0209
 OT0209.The orthometric height was determined by differential leveling and
 OT0209.adjusted by the NATIONAL GEODETIC SURVEY
 OT0209.in June 1991.
 OT0209
 OT0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0209.GEOID18 height accuracy estimate available here.
 OT0209
 OT0209.Click photographs - Photos may exist for this station.
 OT0209
 OT0209.The dynamic height is computed by dividing the NAVD 88
 OT0209.geopotential number by the normal gravity value computed on the
 OT0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0209.degrees latitude (g = 980.6199 gals.).
 OT0209
 OT0209.The modeled gravity was interpolated from observed gravity values.
 OT0209
 OT0209;                    North         East    Units  Estimated Accuracy
 OT0209;SPC SD S     -    78,820.      446,990.      MT  (+/- 180 meters Scaled)
 OT0209
 OT0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH272676(NAD 83)
 OT0209
 OT0209                          SUPERSEDED SURVEY CONTROL
 OT0209
 OT0209  NGVD 29 (??/??/92) 1069.032  (m)         3507.32   (f) ADJ UNCH    2 0
 OT0209
 OT0209.Superseded values are not recommended for survey control.
 OT0209
 OT0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0209.See file dsdata.pdf to determine how the superseded data were derived.
 OT0209
 OT0209_MARKER: DB = BENCH MARK DISK
 OT0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0209_STAMPING: P 133 1934
 OT0209_MARK LOGO: CGS
 OT0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0209+STABILITY: SURFACE MOTION
 OT0209
 OT0209  HISTORY     - Date     Condition        Report By
 OT0209  HISTORY     - 1934     MONUMENTED       CGS
 OT0209  HISTORY     - 1966     POOR             USGS
 OT0209
 OT0209                          STATION DESCRIPTION
 OT0209
 OT0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0209'AT GORDON.
 OT0209'IN SHANNON COUNTY, SOUTH DAKOTA, 17 MILES NORTH ALONG NEBRASKA
 OT0209'STATE HIGHWAY 27 AND SOUTH DAKOTA STATE HIGHWAY 75 FROM THE
 OT0209'CHICAGO AND NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN
 OT0209'COUNTY, NEBRASKA AT A 90-DEGREE TURN, 60 YARDS WEST OF A
 OT0209'SECTION-LINE FENCE, 75 FEET NORTH OF THE CENTERLINE OF THE
 OT0209'HIGHWAY, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 OT0209'P 133 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OT0209'INCHES ABOVE GROUND.  NOTE-- MARK LEANS 60 DEGREES WEST.
 OT0209
 OT0209                          STATION RECOVERY (1966)
 OT0209
 OT0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0209'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0212 ***********************************************************************
 OT0212  DESIGNATION -  P 134
 OT0212  PID         -  OT0212
 OT0212  STATE/COUNTY-  SD/SHANNON
 OT0212  COUNTRY     -  US
 OT0212  USGS QUAD   -  MANDERSON SW (2017)
 OT0212
 OT0212                         *CURRENT SURVEY CONTROL
 OT0212  ______________________________________________________________________
 OT0212* NAD 83(1986) POSITION- 43 06 07.     (N) 102 22 34.     (W)   SCALED
 OT0212* NAVD 88 ORTHO HEIGHT -  1073.538 (meters)     3522.10  (feet) ADJUSTED
 OT0212  ______________________________________________________________________
 OT0212  GEOID HEIGHT    -        -18.398 (meters)                     GEOID18
 OT0212  DYNAMIC HEIGHT  -       1073.071 (meters)     3520.57  (feet) COMP
 OT0212  MODELED GRAVITY -    980,148.0   (mgal)                       NAVD 88
 OT0212
 OT0212  VERT ORDER      -  SECOND    CLASS 0
 OT0212
 OT0212.The horizontal coordinates were scaled from a map and have
 OT0212.an estimated accuracy of +/- 6 seconds.
 OT0212
 OT0212.The orthometric height was determined by differential leveling and
 OT0212.adjusted by the NATIONAL GEODETIC SURVEY
 OT0212.in June 1991.
 OT0212
 OT0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0212.GEOID18 height accuracy estimate available here.
 OT0212
 OT0212.Click photographs - Photos may exist for this station.
 OT0212
 OT0212.The dynamic height is computed by dividing the NAVD 88
 OT0212.geopotential number by the normal gravity value computed on the
 OT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0212.degrees latitude (g = 980.6199 gals.).
 OT0212
 OT0212.The modeled gravity was interpolated from observed gravity values.
 OT0212
 OT0212;                    North         East    Units  Estimated Accuracy
 OT0212;SPC SD S     -    87,430.      433,730.      MT  (+/- 180 meters Scaled)
 OT0212
 OT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH135754(NAD 83)
 OT0212
 OT0212                          SUPERSEDED SURVEY CONTROL
 OT0212
 OT0212  NGVD 29 (??/??/92) 1073.046  (m)         3520.49   (f) ADJ UNCH    2 0
 OT0212
 OT0212.Superseded values are not recommended for survey control.
 OT0212
 OT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0212.See file dsdata.pdf to determine how the superseded data were derived.
 OT0212
 OT0212_MARKER: DB = BENCH MARK DISK
 OT0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0212_STAMPING: P 134 1934
 OT0212_MARK LOGO: CGS
 OT0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0212+STABILITY: SURFACE MOTION
 OT0212
 OT0212  HISTORY     - Date     Condition        Report By
 OT0212  HISTORY     - 1934     MONUMENTED       CGS
 OT0212  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0212
 OT0212                          STATION DESCRIPTION
 OT0212
 OT0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0212'3.3 MI S FROM BRENNAN.
 OT0212'3.3 MILES SOUTH ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0212'BRENNAN, SHANNON COUNTY, 200 YARDS NORTH OF A CURVE FROM NORTH
 OT0212'TO NORTHWEST, 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 OT0212'1.8 FEET SOUTHWEST OF A FENCE ALONG THE ROAD.  A STANDARD DISK,
 OT0212'STAMPED P 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0212'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- BRENNAN IS NOW SHOWN
 OT0212'ON MAPS AS WOUNDED KNEE.
 OT0212
 OT0212                          STATION RECOVERY (1993)
 OT0212
 OT0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0221 ***********************************************************************
 OT0221  DESIGNATION -  P 135
 OT0221  PID         -  OT0221
 OT0221  STATE/COUNTY-  SD/SHANNON
 OT0221  COUNTRY     -  US
 OT0221  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0221
 OT0221                         *CURRENT SURVEY CONTROL
 OT0221  ______________________________________________________________________
 OT0221* NAD 83(1986) POSITION- 43 13 15.     (N) 102 59 16.     (W)   SCALED
 OT0221* NAVD 88 ORTHO HEIGHT -   922.732 (meters)     3027.33  (feet) ADJUSTED
 OT0221  ______________________________________________________________________
 OT0221  GEOID HEIGHT    -        -17.475 (meters)                     GEOID18
 OT0221  DYNAMIC HEIGHT  -        922.353 (meters)     3026.09  (feet) COMP
 OT0221  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 OT0221
 OT0221  VERT ORDER      -  SECOND    CLASS 0
 OT0221
 OT0221.The horizontal coordinates were scaled from a map and have
 OT0221.an estimated accuracy of +/- 6 seconds.
 OT0221
 OT0221.The orthometric height was determined by differential leveling and
 OT0221.adjusted by the NATIONAL GEODETIC SURVEY
 OT0221.in June 1991.
 OT0221
 OT0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0221.GEOID18 height accuracy estimate available here.
 OT0221
 OT0221.Click photographs - Photos may exist for this station.
 OT0221
 OT0221.The dynamic height is computed by dividing the NAVD 88
 OT0221.geopotential number by the normal gravity value computed on the
 OT0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0221.degrees latitude (g = 980.6199 gals.).
 OT0221
 OT0221.The modeled gravity was interpolated from observed gravity values.
 OT0221
 OT0221;                    North         East    Units  Estimated Accuracy
 OT0221;SPC SD S     -   102,040.      384,380.      MT  (+/- 180 meters Scaled)
 OT0221
 OT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH634873(NAD 83)
 OT0221
 OT0221                          SUPERSEDED SURVEY CONTROL
 OT0221
 OT0221  NGVD 29 (??/??/92)  922.235  (m)         3025.70   (f) ADJ UNCH    2 0
 OT0221
 OT0221.Superseded values are not recommended for survey control.
 OT0221
 OT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0221.See file dsdata.pdf to determine how the superseded data were derived.
 OT0221
 OT0221_MARKER: DB = BENCH MARK DISK
 OT0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0221_STAMPING: P 135 1934
 OT0221_MARK LOGO: CGS
 OT0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0221+STABILITY: SURFACE MOTION
 OT0221
 OT0221  HISTORY     - Date     Condition        Report By
 OT0221  HISTORY     - 1934     MONUMENTED       CGS
 OT0221  HISTORY     - 1967     GOOD             USGS
 OT0221
 OT0221                          STATION DESCRIPTION
 OT0221
 OT0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0221'14.5 MI E FROM OELRICHS.
 OT0221'IN SHANNON COUNTY, 14.5 MILES EAST ALONG STATE HIGHWAY 52 FROM
 OT0221'THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT OELRICHS, FALL
 OT0221'RIVER COUNTY, 0.7 MILE EAST OF THE SHANNON-FALL RIVER COUNTY
 OT0221'LINE, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 OT0221'SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED P 135
 OT0221'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OT0221'ABOVE GROUND.  NOTE-- 1967 USGS REPORT--CHANGE-- ALONG STATE
 OT0221'HIGHWAY 52 TO ALONG OLD, ABANDONED STATE HIGHWAY 52.  DELETE-- 6
 OT0221'FEET SW OF A FENCE CORNER.  ADD-- 12 FEET SOUTHWEST OF LONE
 OT0221'CORNER FENCE POST AND STEEL WITNESS SIGN.
 OT0221
 OT0221                          STATION RECOVERY (1967)
 OT0221
 OT0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OT0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0337 ***********************************************************************
 OS0337  DESIGNATION -  P 136
 OS0337  PID         -  OS0337
 OS0337  STATE/COUNTY-  SD/TODD
 OS0337  COUNTRY     -  US
 OS0337  USGS QUAD   -  PARMELEE (2017)
 OS0337
 OS0337                         *CURRENT SURVEY CONTROL
 OS0337  ______________________________________________________________________
 OS0337* NAD 83(1986) POSITION- 43 19 22.     (N) 101 01 55.     (W)   SCALED
 OS0337* NAVD 88 ORTHO HEIGHT -   808.460 (meters)     2652.42  (feet) ADJUSTED
 OS0337  ______________________________________________________________________
 OS0337  GEOID HEIGHT    -        -22.147 (meters)                     GEOID18
 OS0337  DYNAMIC HEIGHT  -        808.144 (meters)     2651.39  (feet) COMP
 OS0337  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 OS0337
 OS0337  VERT ORDER      -  SECOND    CLASS 0
 OS0337
 OS0337.The horizontal coordinates were scaled from a map and have
 OS0337.an estimated accuracy of +/- 6 seconds.
 OS0337
 OS0337.The orthometric height was determined by differential leveling and
 OS0337.adjusted by the NATIONAL GEODETIC SURVEY
 OS0337.in June 1991.
 OS0337
 OS0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0337.GEOID18 height accuracy estimate available here.
 OS0337
 OS0337.Click photographs - Photos may exist for this station.
 OS0337
 OS0337.The dynamic height is computed by dividing the NAVD 88
 OS0337.geopotential number by the normal gravity value computed on the
 OS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0337.degrees latitude (g = 980.6199 gals.).
 OS0337
 OS0337.The modeled gravity was interpolated from observed gravity values.
 OS0337
 OS0337;                    North         East    Units  Estimated Accuracy
 OS0337;SPC SD S     -   110,160.      543,340.      MT  (+/- 180 meters Scaled)
 OS0337
 OS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN352986(NAD 83)
 OS0337
 OS0337                          SUPERSEDED SURVEY CONTROL
 OS0337
 OS0337  NGVD 29 (??/??/92)  808.051  (m)         2651.08   (f) ADJ UNCH    2 0
 OS0337
 OS0337.Superseded values are not recommended for survey control.
 OS0337
 OS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0337.See file dsdata.pdf to determine how the superseded data were derived.
 OS0337
 OS0337_MARKER: DB = BENCH MARK DISK
 OS0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0337_STAMPING: P 136 1934
 OS0337_MARK LOGO: CGS
 OS0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0337+STABILITY: SURFACE MOTION
 OS0337
 OS0337  HISTORY     - Date     Condition        Report By
 OS0337  HISTORY     - 1934     MONUMENTED       CGS
 OS0337  HISTORY     - 1967     MARK NOT FOUND   USGS
 OS0337
 OS0337                          STATION DESCRIPTION
 OS0337
 OS0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0337'AT PARMELEE.
 OS0337'IS LOCATED AT PARMELEE, 0.2 MILES WEST OF MAIN SECTION OF TOWN,
 OS0337'160 YARDS SOUTHEAST OF POST OFFICE, 100 YARDS SOUTHWEST OF A
 OS0337'CHURCH, 51 FEET SOUTH OF CENTERLINE OF U.S. HWY. 18, 9.5 FEET
 OS0337'EAST OF CORNER FENCE POST, 2 FEET NORTH OF FENCE.  STANDARD
 OS0337'TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.  STAMPED
 OS0337'P 136 1934.
 OS0337
 OS0337                          STATION RECOVERY (1967)
 OS0337
 OS0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0045 ***********************************************************************
 OS0045  DESIGNATION -  P 137
 OS0045  PID         -  OS0045
 OS0045  STATE/COUNTY-  SD/MELLETTE
 OS0045  COUNTRY     -  US
 OS0045  USGS QUAD   -  WOOD SOUTH (2017)
 OS0045
 OS0045                         *CURRENT SURVEY CONTROL
 OS0045  ______________________________________________________________________
 OS0045* NAD 83(1986) POSITION- 43 28 57.     (N) 100 24 35.     (W)   SCALED
 OS0045* NAVD 88 ORTHO HEIGHT -   645.503 (meters)     2117.79  (feet) ADJUSTED
 OS0045  ______________________________________________________________________
 OS0045  GEOID HEIGHT    -        -24.499 (meters)                     GEOID18
 OS0045  DYNAMIC HEIGHT  -        645.271 (meters)     2117.03  (feet) COMP
 OS0045  MODELED GRAVITY -    980,241.0   (mgal)                       NAVD 88
 OS0045
 OS0045  VERT ORDER      -  SECOND    CLASS 0
 OS0045
 OS0045.The horizontal coordinates were scaled from a map and have
 OS0045.an estimated accuracy of +/- 6 seconds.
 OS0045
 OS0045.The orthometric height was determined by differential leveling and
 OS0045.adjusted by the NATIONAL GEODETIC SURVEY
 OS0045.in June 1991.
 OS0045
 OS0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0045.GEOID18 height accuracy estimate available here.
 OS0045
 OS0045.Click photographs - Photos may exist for this station.
 OS0045
 OS0045.The dynamic height is computed by dividing the NAVD 88
 OS0045.geopotential number by the normal gravity value computed on the
 OS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0045.degrees latitude (g = 980.6199 gals.).
 OS0045
 OS0045.The modeled gravity was interpolated from observed gravity values.
 OS0045
 OS0045;                    North         East    Units  Estimated Accuracy
 OS0045;SPC SD S     -   127,670.      593,820.      MT  (+/- 180 meters Scaled)
 OS0045
 OS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP859153(NAD 83)
 OS0045
 OS0045                          SUPERSEDED SURVEY CONTROL
 OS0045
 OS0045  NGVD 29 (??/??/92)  645.100  (m)         2116.47   (f) ADJ UNCH    2 0
 OS0045
 OS0045.Superseded values are not recommended for survey control.
 OS0045
 OS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0045.See file dsdata.pdf to determine how the superseded data were derived.
 OS0045
 OS0045_MARKER: DB = BENCH MARK DISK
 OS0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0045_STAMPING: P 137 1934
 OS0045_MARK LOGO: CGS
 OS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0045+STABILITY: SURFACE MOTION
 OS0045
 OS0045  HISTORY     - Date     Condition        Report By
 OS0045  HISTORY     - 1934     MONUMENTED       CGS
 OS0045  HISTORY     - 1978     MARK NOT FOUND   USGS
 OS0045
 OS0045                          STATION DESCRIPTION
 OS0045
 OS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0045'3.5 MI SE FROM WOOD.
 OS0045'LOCATED 3.5 MILES SOUTHEAST OF THE STATION ALONG CHICAGO AND
 OS0045'NORTH WESTERN RWY AT WOOD, 0.2 OF MILE SOUTHEAST OF M.P. 205,
 OS0045'328 FEET SOUTHEAST OF INTERSECTION OF CENTERLINES OF TRACK AND
 OS0045'A COUNTY ROAD CROSSING THE TRACK, 100 FEET SOUTHEAST OF A
 OS0045'TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES, 36.6 FEET
 OS0045'NORTHEAST OF NORTHEAST RAIL, 10.5 FEET SOUTH WEST R/W FENCE.
 OS0045'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH,
 OS0045'STAMPED P 137 1934.
 OS0045
 OS0045                          STATION RECOVERY (1978)
 OS0045
 OS0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OS0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0714 ***********************************************************************
 OR0714  DESIGNATION -  P 138
 OR0714  PID         -  OR0714
 OR0714  STATE/COUNTY-  SD/TRIPP
 OR0714  COUNTRY     -  US
 OR0714  USGS QUAD   -  COLOME (2017)
 OR0714
 OR0714                         *CURRENT SURVEY CONTROL
 OR0714  ______________________________________________________________________
 OR0714* NAD 83(1986) POSITION- 43 15 47.     (N) 099 42 47.     (W)   SCALED
 OR0714* NAVD 88 ORTHO HEIGHT -   696.426 (meters)     2284.86  (feet) ADJUSTED
 OR0714  ______________________________________________________________________
 OR0714  GEOID HEIGHT    -        -25.227 (meters)                     GEOID18
 OR0714  DYNAMIC HEIGHT  -        696.165 (meters)     2284.00  (feet) COMP
 OR0714  MODELED GRAVITY -    980,223.4   (mgal)                       NAVD 88
 OR0714
 OR0714  VERT ORDER      -  SECOND    CLASS 0
 OR0714
 OR0714.The horizontal coordinates were scaled from a map and have
 OR0714.an estimated accuracy of +/- 6 seconds.
 OR0714
 OR0714.The orthometric height was determined by differential leveling and
 OR0714.adjusted by the NATIONAL GEODETIC SURVEY
 OR0714.in June 1991.
 OR0714
 OR0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0714.GEOID18 height accuracy estimate available here.
 OR0714
 OR0714.Click photographs - Photos may exist for this station.
 OR0714
 OR0714.The dynamic height is computed by dividing the NAVD 88
 OR0714.geopotential number by the normal gravity value computed on the
 OR0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0714.degrees latitude (g = 980.6199 gals.).
 OR0714
 OR0714.The modeled gravity was interpolated from observed gravity values.
 OR0714
 OR0714;                    North         East    Units  Estimated Accuracy
 OR0714;SPC SD S     -   103,470.      650,360.      MT  (+/- 180 meters Scaled)
 OR0714
 OR0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN421902(NAD 83)
 OR0714
 OR0714                          SUPERSEDED SURVEY CONTROL
 OR0714
 OR0714  NGVD 29 (??/??/92)  696.066  (m)         2283.68   (f) ADJ UNCH    2 0
 OR0714
 OR0714.Superseded values are not recommended for survey control.
 OR0714
 OR0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0714.See file dsdata.pdf to determine how the superseded data were derived.
 OR0714
 OR0714_MARKER: DB = BENCH MARK DISK
 OR0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0714_STAMPING: P 138 1934
 OR0714_MARK LOGO: CGS
 OR0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0714+STABILITY: SURFACE MOTION
 OR0714
 OR0714  HISTORY     - Date     Condition        Report By
 OR0714  HISTORY     - 1934     MONUMENTED       CGS
 OR0714  HISTORY     - 1954     MARK NOT FOUND   CGS
 OR0714  HISTORY     - 19870709 SEE DESCRIPTION  NGS
 OR0714
 OR0714                          STATION DESCRIPTION
 OR0714
 OR0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0714'AT COLOME.
 OR0714'AT COLOME, TRIPP COUNTY, 66.7 FEET WEST OF THE SOUTHWEST CORNER
 OR0714'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT 56 YARDS
 OR0714'EAST OF THE CROSSING OF A ROAD, 30.2 FEET NORTH OF THE NORTH
 OR0714'RAIL OF THE SIDETRACK SOUTH OF THE MAIN TRACK, INSIDE OF A SMALL
 OR0714'GARDEN PLOT, AND 1.5 FEET NORTH OF THE FENCE AROUND THE PLOT.
 OR0714'A STANDARD DISK, STAMPED P 138 1934 AND SET IN THE TOP OF A
 OR0714'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OR0714
 OR0714                          STATION RECOVERY (1954)
 OR0714
 OR0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 OR0714'MARK NOT FOUND.
 OR0714
 OR0714                          STATION RECOVERY (1987)
 OR0714
 OR0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0714'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OR0714'THE STATION, TRACKS AND FENCES ARE GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0340 ***********************************************************************
 OR0340  DESIGNATION -  P 139
 OR0340  PID         -  OR0340
 OR0340  STATE/COUNTY-  SD/GREGORY
 OR0340  COUNTRY     -  US
 OR0340  USGS QUAD   -  BONESTEEL (2017)
 OR0340
 OR0340                         *CURRENT SURVEY CONTROL
 OR0340  ______________________________________________________________________
 OR0340* NAD 83(1986) POSITION- 43 04 55.     (N) 098 57 30.     (W)   SCALED
 OR0340* NAVD 88 ORTHO HEIGHT -   601.402 (meters)     1973.10  (feet) ADJUSTED
 OR0340  ______________________________________________________________________
 OR0340  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 OR0340  DYNAMIC HEIGHT  -        601.186 (meters)     1972.39  (feet) COMP
 OR0340  MODELED GRAVITY -    980,241.4   (mgal)                       NAVD 88
 OR0340
 OR0340  VERT ORDER      -  SECOND    CLASS 0
 OR0340
 OR0340.The horizontal coordinates were scaled from a map and have
 OR0340.an estimated accuracy of +/- 6 seconds.
 OR0340
 OR0340.The orthometric height was determined by differential leveling and
 OR0340.adjusted by the NATIONAL GEODETIC SURVEY
 OR0340.in June 1991.
 OR0340
 OR0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0340.GEOID18 height accuracy estimate available here.
 OR0340
 OR0340.Click photographs - Photos may exist for this station.
 OR0340
 OR0340.The dynamic height is computed by dividing the NAVD 88
 OR0340.geopotential number by the normal gravity value computed on the
 OR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0340.degrees latitude (g = 980.6199 gals.).
 OR0340
 OR0340.The modeled gravity was interpolated from observed gravity values.
 OR0340
 OR0340;                    North         East    Units  Estimated Accuracy
 OR0340;SPC SD S     -    84,090.      711,960.      MT  (+/- 180 meters Scaled)
 OR0340
 OR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN033699(NAD 83)
 OR0340
 OR0340                          SUPERSEDED SURVEY CONTROL
 OR0340
 OR0340.No superseded survey control is available for this station.
 OR0340
 OR0340_MARKER: DB = BENCH MARK DISK
 OR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0340_STAMPING: P 139 1934
 OR0340_MARK LOGO: CGS
 OR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0340+STABILITY: SURFACE MOTION
 OR0340
 OR0340  HISTORY     - Date     Condition        Report By
 OR0340  HISTORY     - 1934     MONUMENTED       CGS
 OR0340  HISTORY     - 1964     MARK NOT FOUND   USGS
 OR0340  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0340
 OR0340                          STATION DESCRIPTION
 OR0340
 OR0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0340'0.5 MI W FROM BONESTEEL.
 OR0340'ABOUT 0.5 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0340'FROM THE STATION AT BONESTEEL, GREGORY COUNTY, ABOUT 0.1 MILE
 OR0340'WEST OF CULVERT F 294, 82 FEET SOUTHWEST OF THE CROSSING OF A
 OR0340'COUNTY ROAD, 69.0 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTH
 OR0340'OF THE RIGHT-OF-WAY FENCE, AND 0.6 FOOT SOUTH OF A WHITE
 OR0340'REFERENCE POST.  A STANDARD DISK, STAMPED P 139 1934 AND SET IN
 OR0340'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 OR0340'GROUND.
 OR0340
 OR0340                          STATION RECOVERY (1964)
 OR0340
 OR0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OR0340'MARK NOT FOUND.
 OR0340
 OR0340                          STATION RECOVERY (1993)
 OR0340
 OR0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0340'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0511 ***********************************************************************
 PS0511  DESIGNATION -  P 14
 PS0511  PID         -  PS0511
 PS0511  STATE/COUNTY-  SD/HUGHES
 PS0511  COUNTRY     -  US
 PS0511  USGS QUAD   -  BLUNT (2017)
 PS0511
 PS0511                         *CURRENT SURVEY CONTROL
 PS0511  ______________________________________________________________________
 PS0511* NAD 83(1986) POSITION- 44 30 21.     (N) 099 59 21.     (W)   SCALED
 PS0511* NAVD 88 ORTHO HEIGHT -   491.796 (meters)     1613.50  (feet) ADJUSTED
 PS0511  ______________________________________________________________________
 PS0511  GEOID HEIGHT    -        -23.504 (meters)                     GEOID18
 PS0511  DYNAMIC HEIGHT  -        491.704 (meters)     1613.20  (feet) COMP
 PS0511  MODELED GRAVITY -    980,415.9   (mgal)                       NAVD 88
 PS0511
 PS0511  VERT ORDER      -  FIRST     CLASS II
 PS0511
 PS0511.The horizontal coordinates were scaled from a map and have
 PS0511.an estimated accuracy of +/- 6 seconds.
 PS0511
 PS0511.The orthometric height was determined by differential leveling and
 PS0511.adjusted by the NATIONAL GEODETIC SURVEY
 PS0511.in June 1991.
 PS0511
 PS0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0511.GEOID18 height accuracy estimate available here.
 PS0511
 PS0511.Click photographs - Photos may exist for this station.
 PS0511
 PS0511.The dynamic height is computed by dividing the NAVD 88
 PS0511.geopotential number by the normal gravity value computed on the
 PS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0511.degrees latitude (g = 980.6199 gals.).
 PS0511
 PS0511.The modeled gravity was interpolated from observed gravity values.
 PS0511
 PS0511;                    North         East    Units  Estimated Accuracy
 PS0511;SPC SD S     -   241,420.      627,370.      MT  (+/- 180 meters Scaled)
 PS0511
 PS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ213285(NAD 83)
 PS0511
 PS0511                          SUPERSEDED SURVEY CONTROL
 PS0511
 PS0511  NGVD 29 (??/??/92)  491.44   (m)         1612.3    (f) COMPUTED    1 2
 PS0511
 PS0511.Superseded values are not recommended for survey control.
 PS0511
 PS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0511.See file dsdata.pdf to determine how the superseded data were derived.
 PS0511
 PS0511_MARKER: DB = BENCH MARK DISK
 PS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0511_STAMPING: 1612.369 P 14 1926
 PS0511_MARK LOGO: CGS
 PS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0511+STABILITY: SURFACE MOTION
 PS0511
 PS0511  HISTORY     - Date     Condition        Report By
 PS0511  HISTORY     - 1926     MONUMENTED       CGS
 PS0511  HISTORY     - 19941129 MARK NOT FOUND   NGS
 PS0511
 PS0511                          STATION DESCRIPTION
 PS0511
 PS0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PS0511'0.2 MI S FROM BLUNT.
 PS0511'0.25 MILE SOUTHWEST OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 PS0511'AT BLUNT, HUGHES COUNTY, NEAR THE JUNCTION OF THE HURON AND
 PS0511'GETTYSBURG BRANCHES, 125 YARDS NORTH OF A COAL CHUTE, AT A ROAD
 PS0511'CROSSING, 72.8 FEET NORTH OF A FARM ROAD, 35.4 FEET WEST OF THE
 PS0511'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND 0.9 FOOT EAST OF A
 PS0511'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1612.369
 PS0511'P 14 1926.
 PS0511
 PS0511                          STATION RECOVERY (1994)
 PS0511
 PS0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0511'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0451 ***********************************************************************
 OR0451  DESIGNATION -  P 140
 OR0451  PID         -  OR0451
 OR0451  STATE/COUNTY-  SD/LYMAN
 OR0451  COUNTRY     -  US
 OR0451  USGS QUAD   -  OACOMA (2017)
 OR0451
 OR0451                         *CURRENT SURVEY CONTROL
 OR0451  ______________________________________________________________________
 OR0451* NAD 83(1986) POSITION- 43 47 06.32   (N) 099 26 46.79   (W)   HD_HELD1
 OR0451* NAVD 88 ORTHO HEIGHT -   530.426 (meters)     1740.24  (feet) ADJUSTED
 OR0451  ______________________________________________________________________
 OR0451  GEOID HEIGHT    -        -25.658 (meters)                     GEOID18
 OR0451  DYNAMIC HEIGHT  -        530.280 (meters)     1739.76  (feet) COMP
 OR0451  MODELED GRAVITY -    980,326.1   (mgal)                       NAVD 88
 OR0451
 OR0451  VERT ORDER      -  SECOND    CLASS 0
 OR0451
 OR0451.The horizontal coordinates were determined by differentially corrected
 OR0451.hand held GPS observations or other comparable positioning techniques
 OR0451.and have an estimated accuracy of +/- 3 meters.
 OR0451
 OR0451.The orthometric height was determined by differential leveling and
 OR0451.adjusted by the NATIONAL GEODETIC SURVEY
 OR0451.in June 1991.
 OR0451
 OR0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0451.GEOID18 height accuracy estimate available here.
 OR0451
 OR0451.Click photographs - Photos may exist for this station.
 OR0451
 OR0451.The dynamic height is computed by dividing the NAVD 88
 OR0451.geopotential number by the normal gravity value computed on the
 OR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0451.degrees latitude (g = 980.6199 gals.).
 OR0451
 OR0451.The modeled gravity was interpolated from observed gravity values.
 OR0451
 OR0451;                    North         East    Units  Estimated Accuracy
 OR0451;SPC SD S     -   161,659.3     671,391.7     MT  (+/- 3 meters HH1 GPS) 
 OR0451
 OR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6408648100(NAD 83)
 OR0451
 OR0451                          SUPERSEDED SURVEY CONTROL
 OR0451
 OR0451  NGVD 29 (??/??/92)  530.094  (m)         1739.15   (f) ADJ UNCH    2 0
 OR0451
 OR0451.Superseded values are not recommended for survey control.
 OR0451
 OR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0451.See file dsdata.pdf to determine how the superseded data were derived.
 OR0451
 OR0451_MARKER: DB = BENCH MARK DISK
 OR0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0451_STAMPING: P 140 1934
 OR0451_MARK LOGO: CGS
 OR0451_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0451+STABILITY: SURFACE MOTION
 OR0451
 OR0451  HISTORY     - Date     Condition        Report By
 OR0451  HISTORY     - 1934     MONUMENTED       CGS
 OR0451  HISTORY     - 1945     GOOD             CGS
 OR0451  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 OR0451
 OR0451                          STATION DESCRIPTION
 OR0451
 OR0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0451'0.8 MI W FROM OACOMA.
 OR0451'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0451'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0451'AT OACOMA, LYMAN COUNTY, 2.8 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0451'47, AT THE JUNCTION OF A GRAVELED ROAD LEADING WEST, 33 FEET
 OR0451'WEST OF THE CENTERLINE OF THE HIGHWAY, 46 FEET SOUTH OF THE
 OR0451'CENTERLINE OF THE GRAVELED ROAD, 7 FEET SOUTH OF A FENCE CORNER,
 OR0451'2.6 FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 OR0451'POST, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 OR0451'STAMPED P 140 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0451'ABOUT 2 INCHES ABOVE GROUND.
 OR0451
 OR0451                          STATION RECOVERY (2005)
 OR0451
 OR0451'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0729 ***********************************************************************
 OR0729  DESIGNATION -  P 141 RESET
 OR0729  PID         -  OR0729
 OR0729  STATE/COUNTY-  SD/TRIPP
 OR0729  COUNTRY     -  US
 OR0729  USGS QUAD   -  COLOME (2017)
 OR0729
 OR0729                         *CURRENT SURVEY CONTROL
 OR0729  ______________________________________________________________________
 OR0729* NAD 83(1986) POSITION- 43 15 20.     (N) 099 42 42.     (W)   SCALED
 OR0729* NAVD 88 ORTHO HEIGHT -   691.809 (meters)     2269.71  (feet) ADJUSTED
 OR0729  ______________________________________________________________________
 OR0729  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 OR0729  DYNAMIC HEIGHT  -        691.549 (meters)     2268.86  (feet) COMP
 OR0729  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 OR0729
 OR0729  VERT ORDER      -  FIRST     CLASS II
 OR0729
 OR0729.The horizontal coordinates were scaled from a map and have
 OR0729.an estimated accuracy of +/- 6 seconds.
 OR0729
 OR0729.The orthometric height was determined by differential leveling and
 OR0729.adjusted by the NATIONAL GEODETIC SURVEY
 OR0729.in June 1994.
 OR0729
 OR0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0729.GEOID18 height accuracy estimate available here.
 OR0729
 OR0729.Click photographs - Photos may exist for this station.
 OR0729
 OR0729.The dynamic height is computed by dividing the NAVD 88
 OR0729.geopotential number by the normal gravity value computed on the
 OR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0729.degrees latitude (g = 980.6199 gals.).
 OR0729
 OR0729.The modeled gravity was interpolated from observed gravity values.
 OR0729
 OR0729;                    North         East    Units  Estimated Accuracy
 OR0729;SPC SD S     -   102,640.      650,480.      MT  (+/- 180 meters Scaled)
 OR0729
 OR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN422894(NAD 83)
 OR0729
 OR0729                          SUPERSEDED SURVEY CONTROL
 OR0729
 OR0729  NGVD 29 (??/??/??)  691.44   (m)         2268.5    (f) RESET       3  
 OR0729
 OR0729.Superseded values are not recommended for survey control.
 OR0729
 OR0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0729.See file dsdata.pdf to determine how the superseded data were derived.
 OR0729
 OR0729_MARKER: DB = BENCH MARK DISK
 OR0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0729_STAMPING: P 141 RESET 1948
 OR0729_MARK LOGO: CGS
 OR0729_PROJECTION: RECESSED 15 CENTIMETERS
 OR0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0729+STABILITY: SURFACE MOTION
 OR0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0729+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR0729
 OR0729  HISTORY     - Date     Condition        Report By
 OR0729  HISTORY     - 1948     MONUMENTED       SDHD
 OR0729  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0729  HISTORY     - 19870708 GOOD             NGS
 OR0729  HISTORY     - 19930919 GOOD             NGS
 OR0729
 OR0729                          STATION DESCRIPTION
 OR0729
 OR0729'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 OR0729'0.6 MI S FROM COLOME.
 OR0729'0.6 MILE SOUTH ALONG U.S. HIGHWAYS 18 AND 83 FROM THE CHICAGO
 OR0729'AND NORTH WESTERN RAILWAY STATION AT COLOME.  94 FEET EAST OF
 OR0729'HIGHWAY STATION 19 AND 32, 2 FEET WEST OF A WHITE WOODEN WITNESS
 OR0729'POST AND 50 FEET EAST OF THE LOCATION OF THE ORIGINAL MARK.  A
 OR0729'STANDARD DISK, STAMPED P 141 RESET 1948.
 OR0729
 OR0729                          STATION RECOVERY (1963)
 OR0729
 OR0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0729'MARK NOT FOUND.
 OR0729
 OR0729                          STATION RECOVERY (1987)
 OR0729
 OR0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0729'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 OR0729'0.8 KM (0.50 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION WITH
 OR0729'U.S. HIGHWAY 18 IN COLOME, 94 FEET EAST OF 183, 2.5 FEET WEST OF
 OR0729'WOOD WITNESS, 1 FOOT NORTH FROM A METAL WITNESS POST, 48 FEET
 OR0729'EAST-NORTHEAST FROM THE EAST END OF A CULVERT UNDER 183, 17 FEET
 OR0729'EAST-SOUTHEAST OF AN 18-INCH STUMP, 36 FEET EAST FROM THE SOUTHEAST
 OR0729'END OF A CULVERT UNDER A COUNTY ROAD, AT THE BOTTOM
 OR0729'EDGE OF THE COUNTY ROAD FILL SLOPE, IN THE TOP OF A 6-INCH SQUARE.
 OR0729'CONCRETE POST THAT IS RECESSED 15 CM.
 OR0729
 OR0729                          STATION RECOVERY (1993)
 OR0729
 OR0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0729'0.6 KM (0.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 183 FROM THE JUNCTION
 OR0729'OF U.S. HIGHWAY 18 IN COLOME, 28.3 M (92.8 FT) EAST OF THE HIGHWAY
 OR0729'CENTERLINE, 7.6 M (24.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 OR0729'LEADING EAST, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OR0729'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.15 M
 OR0729'(0.49 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0097 ***********************************************************************
 OR0097  DESIGNATION -  P 142 RESET
 OR0097  PID         -  OR0097
 OR0097  STATE/COUNTY-  SD/CHARLES MIX
 OR0097  COUNTRY     -  US
 OR0097  USGS QUAD   -  RAVINIA (2017)
 OR0097
 OR0097                         *CURRENT SURVEY CONTROL
 OR0097  ______________________________________________________________________
 OR0097* NAD 83(1986) POSITION- 43 08 40.     (N) 098 27 10.     (W)   SCALED
 OR0097* NAVD 88 ORTHO HEIGHT -   452.303 (meters)     1483.93  (feet) ADJUSTED
 OR0097  ______________________________________________________________________
 OR0097  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 OR0097  DYNAMIC HEIGHT  -        452.153 (meters)     1483.44  (feet) COMP
 OR0097  MODELED GRAVITY -    980,275.7   (mgal)                       NAVD 88
 OR0097
 OR0097  VERT ORDER      -  SECOND    CLASS 0
 OR0097
 OR0097.The horizontal coordinates were scaled from a map and have
 OR0097.an estimated accuracy of +/- 6 seconds.
 OR0097
 OR0097.The orthometric height was determined by differential leveling and
 OR0097.adjusted by the NATIONAL GEODETIC SURVEY
 OR0097.in June 1991.
 OR0097
 OR0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0097.GEOID18 height accuracy estimate available here.
 OR0097
 OR0097.Click photographs - Photos may exist for this station.
 OR0097
 OR0097.The dynamic height is computed by dividing the NAVD 88
 OR0097.geopotential number by the normal gravity value computed on the
 OR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0097.degrees latitude (g = 980.6199 gals.).
 OR0097
 OR0097.The modeled gravity was interpolated from observed gravity values.
 OR0097
 OR0097;                    North         East    Units  Estimated Accuracy
 OR0097;SPC SD S     -    91,840.      752,960.      MT  (+/- 180 meters Scaled)
 OR0097
 OR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN444770(NAD 83)
 OR0097
 OR0097                          SUPERSEDED SURVEY CONTROL
 OR0097
 OR0097  NGVD 29 (??/??/92)  451.998  (m)         1482.93   (f) ADJ UNCH    2 0
 OR0097
 OR0097.Superseded values are not recommended for survey control.
 OR0097
 OR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0097.See file dsdata.pdf to determine how the superseded data were derived.
 OR0097
 OR0097_MARKER: DB = BENCH MARK DISK
 OR0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0097_STAMPING: P 142 RESET 1940
 OR0097_MARK LOGO: CGS
 OR0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0097+STABILITY: SURFACE MOTION
 OR0097
 OR0097  HISTORY     - Date     Condition        Report By
 OR0097  HISTORY     - 1940     MONUMENTED       CGS
 OR0097  HISTORY     - 1963     GOOD             CGS
 OR0097
 OR0097                          STATION DESCRIPTION
 OR0097
 OR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0097'1.4 MI NW FROM RAVINIA.
 OR0097'1.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0097'PACIFIC RAILROAD FROM THE STATION AT RAVINIA, CHARLES MIX COUNTY,
 OR0097'4-1/2 POLES WEST OF THE STATION-ONE-MILE SIGN, 38 FEET SOUTH OF
 OR0097'THE SOUTH RAIL, 58 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 OR0097'18, 42 FEET WEST OF A POLE, IN LINE WITH THE ROW OF POLES, AND
 OR0097'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OR0097'P 142 RESET 1940 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 OR0097'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY A
 OR0097'PARTY FROM THIS BUREAU DURING THE RELEVELING OF 1940.
 OR0097
 OR0097                          STATION RECOVERY (1963)
 OR0097
 OR0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0067 ***********************************************************************
 OR0067  DESIGNATION -  P 143
 OR0067  PID         -  OR0067
 OR0067  STATE/COUNTY-  SD/CHARLES MIX
 OR0067  COUNTRY     -  US
 OR0067  USGS QUAD   -  RAVINIA (2017)
 OR0067
 OR0067                         *CURRENT SURVEY CONTROL
 OR0067  ______________________________________________________________________
 OR0067* NAD 83(1986) POSITION- 43 09 17.     (N) 098 23 13.     (W)   SCALED
 OR0067* NAVD 88 ORTHO HEIGHT -   452.320 (meters)     1483.99  (feet) ADJUSTED
 OR0067  ______________________________________________________________________
 OR0067  GEOID HEIGHT    -        -26.497 (meters)                     GEOID18
 OR0067  DYNAMIC HEIGHT  -        452.170 (meters)     1483.49  (feet) COMP
 OR0067  MODELED GRAVITY -    980,277.0   (mgal)                       NAVD 88
 OR0067
 OR0067  VERT ORDER      -  SECOND    CLASS 0
 OR0067
 OR0067.The horizontal coordinates were scaled from a map and have
 OR0067.an estimated accuracy of +/- 6 seconds.
 OR0067
 OR0067.The orthometric height was determined by differential leveling and
 OR0067.adjusted by the NATIONAL GEODETIC SURVEY
 OR0067.in June 1991.
 OR0067
 OR0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0067.GEOID18 height accuracy estimate available here.
 OR0067
 OR0067.Click photographs - Photos may exist for this station.
 OR0067
 OR0067.The dynamic height is computed by dividing the NAVD 88
 OR0067.geopotential number by the normal gravity value computed on the
 OR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0067.degrees latitude (g = 980.6199 gals.).
 OR0067
 OR0067.The modeled gravity was interpolated from observed gravity values.
 OR0067
 OR0067;                    North         East    Units  Estimated Accuracy
 OR0067;SPC SD S     -    93,100.      758,290.      MT  (+/- 180 meters Scaled)
 OR0067
 OR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN498781(NAD 83)
 OR0067
 OR0067                          SUPERSEDED SURVEY CONTROL
 OR0067
 OR0067  NGVD 29 (??/??/92)  452.015  (m)         1482.99   (f) ADJ UNCH    2 0
 OR0067
 OR0067.Superseded values are not recommended for survey control.
 OR0067
 OR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0067.See file dsdata.pdf to determine how the superseded data were derived.
 OR0067
 OR0067_MARKER: DB = BENCH MARK DISK
 OR0067_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0067_STAMPING: P 143 1934
 OR0067_MARK LOGO: CGS
 OR0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0067
 OR0067  HISTORY     - Date     Condition        Report By
 OR0067  HISTORY     - 1934     MONUMENTED       CGS
 OR0067  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0067
 OR0067                          STATION DESCRIPTION
 OR0067
 OR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0067'3.5 MI NE FROM RAVINIA.
 OR0067'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM THE CHICAGO,
 OR0067'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT RAVINIA,
 OR0067'CHARLES MIX COUNTY, 30 FEET EAST OF THE CENTER LINE OF A SECTION
 OR0067'CROSS ROAD, 45 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0067'AND 12.5 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 OR0067'P 143 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0067'ABOUT 5 INCHES ABOVE GROUND.
 OR0067
 OR0067                          STATION RECOVERY (1963)
 OR0067
 OR0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0058 ***********************************************************************
 OR0058  DESIGNATION -  P 144
 OR0058  PID         -  OR0058
 OR0058  STATE/COUNTY-  SD/AURORA
 OR0058  COUNTRY     -  US
 OR0058  USGS QUAD   -  PLANKINTON (2017)
 OR0058
 OR0058                         *CURRENT SURVEY CONTROL
 OR0058  ______________________________________________________________________
 OR0058* NAD 83(1986) POSITION- 43 40 20.     (N) 098 26 36.     (W)   SCALED
 OR0058* NAVD 88 ORTHO HEIGHT -   465.138 (meters)     1526.04  (feet) ADJUSTED
 OR0058  ______________________________________________________________________
 OR0058  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 OR0058  DYNAMIC HEIGHT  -        465.016 (meters)     1525.64  (feet) COMP
 OR0058  MODELED GRAVITY -    980,344.9   (mgal)                       NAVD 88
 OR0058
 OR0058  VERT ORDER      -  SECOND    CLASS 0
 OR0058
 OR0058.The horizontal coordinates were scaled from a map and have
 OR0058.an estimated accuracy of +/- 6 seconds.
 OR0058
 OR0058.The orthometric height was determined by differential leveling and
 OR0058.adjusted by the NATIONAL GEODETIC SURVEY
 OR0058.in June 1991.
 OR0058
 OR0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0058.GEOID18 height accuracy estimate available here.
 OR0058
 OR0058.Click photographs - Photos may exist for this station.
 OR0058
 OR0058.The dynamic height is computed by dividing the NAVD 88
 OR0058.geopotential number by the normal gravity value computed on the
 OR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0058.degrees latitude (g = 980.6199 gals.).
 OR0058
 OR0058.The modeled gravity was interpolated from observed gravity values.
 OR0058
 OR0058;                    North         East    Units  Estimated Accuracy
 OR0058;SPC SD S     -   150,470.      752,390.      MT  (+/- 180 meters Scaled)
 OR0058
 OR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP448356(NAD 83)
 OR0058
 OR0058                          SUPERSEDED SURVEY CONTROL
 OR0058
 OR0058  NGVD 29 (??/??/92)  464.814  (m)         1524.98   (f) ADJ UNCH    2 0
 OR0058
 OR0058.Superseded values are not recommended for survey control.
 OR0058
 OR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0058.See file dsdata.pdf to determine how the superseded data were derived.
 OR0058
 OR0058_MARKER: DB = BENCH MARK DISK
 OR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0058_STAMPING: P 144 1934
 OR0058_MARK LOGO: CGS
 OR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0058+STABILITY: SURFACE MOTION
 OR0058
 OR0058  HISTORY     - Date     Condition        Report By
 OR0058  HISTORY     - 1934     MONUMENTED       CGS
 OR0058  HISTORY     - 1964     MARK NOT FOUND   CGS
 OR0058  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0058
 OR0058                          STATION DESCRIPTION
 OR0058
 OR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0058'5.2 MI SE FROM PLANKINTON.
 OR0058'5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE COUNTY
 OR0058'COURTHOUSE AT PLANKINTON, AURORA COUNTY, 30 FEET SOUTH OF THE
 OR0058'CENTER LINE OF A SECTION CROSS ROAD, 51 FEET WEST OF THE CENTER
 OR0058'LINE OF THE HIGHWAY, 17.8 FEET WEST OF A FENCE CORNER, AND
 OR0058'1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OR0058'STAMPED P 144 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0058'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0058
 OR0058                          STATION RECOVERY (1964)
 OR0058
 OR0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 OR0058'MARK NOT FOUND.
 OR0058
 OR0058                          STATION RECOVERY (1991)
 OR0058
 OR0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0058'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0471 ***********************************************************************
 OQ0471  DESIGNATION -  P 145
 OQ0471  PID         -  OQ0471
 OQ0471  STATE/COUNTY-  SD/BON HOMME
 OQ0471  COUNTRY     -  US
 OQ0471  USGS QUAD   -  SCOTLAND (2017)
 OQ0471
 OQ0471                         *CURRENT SURVEY CONTROL
 OQ0471  ______________________________________________________________________
 OQ0471* NAD 83(1986) POSITION- 43 08 58.     (N) 097 43 04.     (W)   SCALED
 OQ0471* NAVD 88 ORTHO HEIGHT -   412.325 (meters)     1352.77  (feet) ADJUSTED
 OQ0471  ______________________________________________________________________
 OQ0471  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 OQ0471  DYNAMIC HEIGHT  -        412.205 (meters)     1352.38  (feet) COMP
 OQ0471  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 OQ0471
 OQ0471  VERT ORDER      -  SECOND    CLASS 0
 OQ0471
 OQ0471.The horizontal coordinates were scaled from a map and have
 OQ0471.an estimated accuracy of +/- 6 seconds.
 OQ0471
 OQ0471.The orthometric height was determined by differential leveling and
 OQ0471.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0471.in June 1991.
 OQ0471
 OQ0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0471.GEOID18 height accuracy estimate available here.
 OQ0471
 OQ0471.Click photographs - Photos may exist for this station.
 OQ0471
 OQ0471.The dynamic height is computed by dividing the NAVD 88
 OQ0471.geopotential number by the normal gravity value computed on the
 OQ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0471.degrees latitude (g = 980.6199 gals.).
 OQ0471
 OQ0471.The modeled gravity was interpolated from observed gravity values.
 OQ0471
 OQ0471;                    North         East    Units  Estimated Accuracy
 OQ0471;SPC SD S     -    94,010.      812,710.      MT  (+/- 180 meters Scaled)
 OQ0471
 OQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN042782(NAD 83)
 OQ0471
 OQ0471                          SUPERSEDED SURVEY CONTROL
 OQ0471
 OQ0471  NGVD 29 (??/??/92)  412.075  (m)         1351.95   (f) ADJ UNCH    2 0
 OQ0471
 OQ0471.Superseded values are not recommended for survey control.
 OQ0471
 OQ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0471.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0471
 OQ0471_MARKER: DB = BENCH MARK DISK
 OQ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0471_STAMPING: P 145 1934
 OQ0471_MARK LOGO: CGS
 OQ0471_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0471+STABILITY: SURFACE MOTION
 OQ0471
 OQ0471  HISTORY     - Date     Condition        Report By
 OQ0471  HISTORY     - 1934     MONUMENTED       CGS
 OQ0471  HISTORY     - 1940     GOOD             CGS
 OQ0471
 OQ0471                          STATION DESCRIPTION
 OQ0471
 OQ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0471'AT SCOTLAND.
 OQ0471'AT SCOTLAND, BON HOMME COUNTY, AT THE CITY HALL, IN THE FRONT
 OQ0471'LAWN, 10 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 OQ0471'12.8 FEET EAST OF THE EAST EDGE OF THE STEPS AT THE ENTRANCE
 OQ0471'TO THE BUILDING, AND 4.5 FEET NORTH OF THE NORTH EDGE OF THE
 OQ0471'SIDEWALK.  A STANDARD DISK, STAMPED P 145 1934 AND SET IN THE
 OQ0471'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OQ0471
 OQ0471                          STATION RECOVERY (1940)
 OQ0471
 OQ0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OQ0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0454 ***********************************************************************
 OQ0454  DESIGNATION -  P 146
 OQ0454  PID         -  OQ0454
 OQ0454  STATE/COUNTY-  SD/HUTCHINSON
 OQ0454  COUNTRY     -  US
 OQ0454  USGS QUAD   -  BEARDSLEY (2017)
 OQ0454
 OQ0454                         *CURRENT SURVEY CONTROL
 OQ0454  ______________________________________________________________________
 OQ0454* NAD 83(1986) POSITION- 43 21 20.     (N) 097 59 00.     (W)   SCALED
 OQ0454* NAVD 88 ORTHO HEIGHT -   433.708 (meters)     1422.92  (feet) ADJUSTED
 OQ0454  ______________________________________________________________________
 OQ0454  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 OQ0454  DYNAMIC HEIGHT  -        433.574 (meters)     1422.48  (feet) COMP
 OQ0454  MODELED GRAVITY -    980,300.7   (mgal)                       NAVD 88
 OQ0454
 OQ0454  VERT ORDER      -  SECOND    CLASS 0
 OQ0454
 OQ0454.The horizontal coordinates were scaled from a map and have
 OQ0454.an estimated accuracy of +/- 6 seconds.
 OQ0454
 OQ0454.The orthometric height was determined by differential leveling and
 OQ0454.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0454.in June 1991.
 OQ0454
 OQ0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0454.GEOID18 height accuracy estimate available here.
 OQ0454
 OQ0454.Click photographs - Photos may exist for this station.
 OQ0454
 OQ0454.The dynamic height is computed by dividing the NAVD 88
 OQ0454.geopotential number by the normal gravity value computed on the
 OQ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0454.degrees latitude (g = 980.6199 gals.).
 OQ0454
 OQ0454.The modeled gravity was interpolated from observed gravity values.
 OQ0454
 OQ0454;                    North         East    Units  Estimated Accuracy
 OQ0454;SPC SD S     -   116,250.      790,470.      MT  (+/- 180 meters Scaled)
 OQ0454
 OQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP823008(NAD 83)
 OQ0454
 OQ0454                          SUPERSEDED SURVEY CONTROL
 OQ0454
 OQ0454  NGVD 29 (??/??/92)  433.403  (m)         1421.92   (f) ADJ UNCH    2 0
 OQ0454
 OQ0454.Superseded values are not recommended for survey control.
 OQ0454
 OQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0454.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0454
 OQ0454_MARKER: DB = BENCH MARK DISK
 OQ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0454_STAMPING: P 146 1934
 OQ0454_MARK LOGO: CGS
 OQ0454_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0454+STABILITY: SURFACE MOTION
 OQ0454
 OQ0454  HISTORY     - Date     Condition        Report By
 OQ0454  HISTORY     - 1934     MONUMENTED       CGS
 OQ0454
 OQ0454                          STATION DESCRIPTION
 OQ0454
 OQ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0454'2.7 MI S FROM PARKSTON.
 OQ0454'2.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0454'PACIFIC RAILROAD FROM THE STATION AT PARKSTON, HUTCHINSON
 OQ0454'COUNTY, 48 FEET NORTH OF THE CENTER LINE OF A SECTION CROSS ROAD,
 OQ0454'46.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 20 FEET NORTH
 OQ0454'OF A FENCE CORNER, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 OQ0454'A STANDARD DISK, STAMPED P 146 1934 AND SET IN THE TOP OF A
 OQ0454'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0380 ***********************************************************************
 OQ0380  DESIGNATION -  P 147
 OQ0380  PID         -  OQ0380
 OQ0380  STATE/COUNTY-  SD/MCCOOK
 OQ0380  COUNTRY     -  US
 OQ0380  USGS QUAD   -  EAST VERMILLION LAKE (2017)
 OQ0380
 OQ0380                         *CURRENT SURVEY CONTROL
 OQ0380  ______________________________________________________________________
 OQ0380* NAD 83(1986) POSITION- 43 32 04.     (N) 097 14 40.     (W)   SCALED
 OQ0380* NAVD 88 ORTHO HEIGHT -   470.415 (meters)     1543.35  (feet) ADJUSTED
 OQ0380  ______________________________________________________________________
 OQ0380  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 OQ0380  DYNAMIC HEIGHT  -        470.289 (meters)     1542.94  (feet) COMP
 OQ0380  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 OQ0380
 OQ0380  VERT ORDER      -  SECOND    CLASS 0
 OQ0380
 OQ0380.The horizontal coordinates were scaled from a map and have
 OQ0380.an estimated accuracy of +/- 6 seconds.
 OQ0380
 OQ0380.The orthometric height was determined by differential leveling and
 OQ0380.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0380.in June 1991.
 OQ0380
 OQ0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0380.GEOID18 height accuracy estimate available here.
 OQ0380
 OQ0380.Click photographs - Photos may exist for this station.
 OQ0380
 OQ0380.The dynamic height is computed by dividing the NAVD 88
 OQ0380.geopotential number by the normal gravity value computed on the
 OQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0380.degrees latitude (g = 980.6199 gals.).
 OQ0380
 OQ0380.The modeled gravity was interpolated from observed gravity values.
 OQ0380
 OQ0380;                    North         East    Units  Estimated Accuracy
 OQ0380;SPC SD S     -   138,070.      849,600.      MT  (+/- 180 meters Scaled)
 OQ0380
 OQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP418216(NAD 83)
 OQ0380
 OQ0380                          SUPERSEDED SURVEY CONTROL
 OQ0380
 OQ0380  NGVD 29 (??/??/92)  470.134  (m)         1542.43   (f) ADJ UNCH    2 0
 OQ0380
 OQ0380.Superseded values are not recommended for survey control.
 OQ0380
 OQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0380.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0380
 OQ0380_MARKER: DB = BENCH MARK DISK
 OQ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0380_STAMPING: P 147 1934
 OQ0380_MARK LOGO: CGS
 OQ0380_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0380+STABILITY: SURFACE MOTION
 OQ0380
 OQ0380  HISTORY     - Date     Condition        Report By
 OQ0380  HISTORY     - 1934     MONUMENTED       CGS
 OQ0380  HISTORY     - 1964     MARK NOT FOUND   USGS
 OQ0380
 OQ0380                          STATION DESCRIPTION
 OQ0380
 OQ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0380'3.6 MI NW FROM MONROE.
 OQ0380'IN MC COOK COUNTY, 3.6 MILES NORTHWEST ALONG THE CHICAGO
 OQ0380'AND NORTH WESTERN RAILWAY FROM THE STATION AT MONROE, TURNER
 OQ0380'COUNTY, 9 POLES SOUTHEAST OF MILEPOST 61, 342 YARDS SOUTHEAST
 OQ0380'OF CULVERT 2724, AT THE SOUTHEAST END OF A LONG LOW FILL, 44.5
 OQ0380'FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.6 FEET SOUTHWEST
 OQ0380'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 147
 OQ0380'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OQ0380'ABOVE GROUND.
 OQ0380
 OQ0380                          STATION RECOVERY (1964)
 OQ0380
 OQ0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OQ0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0198 ***********************************************************************
 OQ0198  DESIGNATION -  P 148
 OQ0198  PID         -  OQ0198
 OQ0198  STATE/COUNTY-  SD/LINCOLN
 OQ0198  COUNTRY     -  US
 OQ0198  USGS QUAD   -  BERESFORD (2017)
 OQ0198
 OQ0198                         *CURRENT SURVEY CONTROL
 OQ0198  ______________________________________________________________________
 OQ0198* NAD 83(1986) POSITION- 43 05 29.     (N) 096 48 14.     (W)   SCALED
 OQ0198* NAVD 88 ORTHO HEIGHT -   428.422 (meters)     1405.58  (feet) ADJUSTED
 OQ0198  ______________________________________________________________________
 OQ0198  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 OQ0198  DYNAMIC HEIGHT  -        428.296 (meters)     1405.17  (feet) COMP
 OQ0198  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 OQ0198
 OQ0198  VERT ORDER      -  SECOND    CLASS 0
 OQ0198
 OQ0198.The horizontal coordinates were scaled from a map and have
 OQ0198.an estimated accuracy of +/- 6 seconds.
 OQ0198
 OQ0198.The orthometric height was determined by differential leveling and
 OQ0198.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0198.in June 1991.
 OQ0198
 OQ0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0198.GEOID18 height accuracy estimate available here.
 OQ0198
 OQ0198.Click photographs - Photos may exist for this station.
 OQ0198
 OQ0198.The dynamic height is computed by dividing the NAVD 88
 OQ0198.geopotential number by the normal gravity value computed on the
 OQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0198.degrees latitude (g = 980.6199 gals.).
 OQ0198
 OQ0198.The modeled gravity was interpolated from observed gravity values.
 OQ0198
 OQ0198;                    North         East    Units  Estimated Accuracy
 OQ0198;SPC SD S     -    90,320.      887,270.      MT  (+/- 180 meters Scaled)
 OQ0198
 OQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN787733(NAD 83)
 OQ0198
 OQ0198                          SUPERSEDED SURVEY CONTROL
 OQ0198
 OQ0198  NGVD 29 (??/??/92)  428.186  (m)         1404.81   (f) ADJ UNCH    2 0
 OQ0198
 OQ0198.Superseded values are not recommended for survey control.
 OQ0198
 OQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0198.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0198
 OQ0198_MARKER: DB = BENCH MARK DISK
 OQ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0198_STAMPING: P 148 1934
 OQ0198_MARK LOGO: CGS
 OQ0198_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0198+STABILITY: SURFACE MOTION
 OQ0198
 OQ0198  HISTORY     - Date     Condition        Report By
 OQ0198  HISTORY     - 1934     MONUMENTED       CGS
 OQ0198
 OQ0198                          STATION DESCRIPTION
 OQ0198
 OQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0198'1.9 MI NW FROM BERESFORD.
 OQ0198'IN LINCOLN COUNTY, 1.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH
 OQ0198'WESTERN RAILWAY FROM THE STATION AT BERESFORD, UNION COUNTY, 11
 OQ0198'POLES WEST OF MILEPOST 19, 240 YARDS WEST OF CULVERT 2642, 140
 OQ0198'YARDS EAST OF THE CROSSING OF A SECTION LINE ROAD, 45.9 FEET
 OQ0198'NORTH OF THE NORTH RAIL, AND 1.9 FEET SOUTH OF THE RIGHT OF WAY
 OQ0198'FENCE.  A STANDARD DISK, STAMPED P 148 1934 AND SET IN THE TOP OF
 OQ0198'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0436 ***********************************************************************
 OQ0436  DESIGNATION -  P 149
 OQ0436  PID         -  OQ0436
 OQ0436  STATE/COUNTY-  SD/HUTCHINSON
 OQ0436  COUNTRY     -  US
 OQ0436  USGS QUAD   -  WOLF CREEK (2017)
 OQ0436
 OQ0436                         *CURRENT SURVEY CONTROL
 OQ0436  ______________________________________________________________________
 OQ0436* NAD 83(1986) POSITION- 43 15 20.     (N) 097 33 43.     (W)   SCALED
 OQ0436* NAVD 88 ORTHO HEIGHT -   410.423 (meters)     1346.53  (feet) ADJUSTED
 OQ0436  ______________________________________________________________________
 OQ0436  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 OQ0436  DYNAMIC HEIGHT  -        410.314 (meters)     1346.17  (feet) COMP
 OQ0436  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 OQ0436
 OQ0436  VERT ORDER      -  SECOND    CLASS 0
 OQ0436
 OQ0436.The horizontal coordinates were scaled from a map and have
 OQ0436.an estimated accuracy of +/- 6 seconds.
 OQ0436
 OQ0436.The orthometric height was determined by differential leveling and
 OQ0436.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0436.in June 1991.
 OQ0436
 OQ0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0436.GEOID18 height accuracy estimate available here.
 OQ0436
 OQ0436.Click photographs - Photos may exist for this station.
 OQ0436
 OQ0436.The dynamic height is computed by dividing the NAVD 88
 OQ0436.geopotential number by the normal gravity value computed on the
 OQ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0436.degrees latitude (g = 980.6199 gals.).
 OQ0436
 OQ0436.The modeled gravity was interpolated from observed gravity values.
 OQ0436
 OQ0436;                    North         East    Units  Estimated Accuracy
 OQ0436;SPC SD S     -   106,210.      824,990.      MT  (+/- 180 meters Scaled)
 OQ0436
 OQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN167901(NAD 83)
 OQ0436
 OQ0436                          SUPERSEDED SURVEY CONTROL
 OQ0436
 OQ0436  NGVD 29 (??/??/92)  410.175  (m)         1345.72   (f) ADJ UNCH    2 0
 OQ0436
 OQ0436.Superseded values are not recommended for survey control.
 OQ0436
 OQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0436.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0436
 OQ0436_MARKER: DB = BENCH MARK DISK
 OQ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0436_STAMPING: P 149 1934
 OQ0436_MARK LOGO: CGS
 OQ0436_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0436+STABILITY: SURFACE MOTION
 OQ0436
 OQ0436  HISTORY     - Date     Condition        Report By
 OQ0436  HISTORY     - 1934     MONUMENTED       CGS
 OQ0436
 OQ0436                          STATION DESCRIPTION
 OQ0436
 OQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0436'1.5 MI NE FROM MENNO.
 OQ0436'1.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0436'PACIFIC RAILROAD FROM THE STATION AT MENNO, HUTCHINSON COUNTY,
 OQ0436'46.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 30 FEET SOUTHWEST OF
 OQ0436'A FENCE CORNER, AND 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 OQ0436'A STANDARD DISK, STAMPED P 149 1934 AND SET IN THE TOP OF A
 OQ0436'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0269 ***********************************************************************
 QR0269  DESIGNATION -  P 15
 QR0269  PID         -  QR0269
 QR0269  STATE/COUNTY-  SD/POTTER
 QR0269  COUNTRY     -  US
 QR0269  USGS QUAD   -  GETTYSBURG (2017)
 QR0269
 QR0269                         *CURRENT SURVEY CONTROL
 QR0269  ______________________________________________________________________
 QR0269* NAD 83(1986) POSITION- 45 02 06.     (N) 099 53 58.     (W)   SCALED
 QR0269* NAVD 88 ORTHO HEIGHT -   636.551 (meters)     2088.42  (feet) ADJUSTED
 QR0269  ______________________________________________________________________
 QR0269  GEOID HEIGHT    -        -22.525 (meters)                     GEOID18
 QR0269  DYNAMIC HEIGHT  -        636.458 (meters)     2088.11  (feet) COMP
 QR0269  MODELED GRAVITY -    980,449.7   (mgal)                       NAVD 88
 QR0269
 QR0269  VERT ORDER      -  FIRST     CLASS II
 QR0269
 QR0269.The horizontal coordinates were scaled from a map and have
 QR0269.an estimated accuracy of +/- 6 seconds.
 QR0269
 QR0269.The orthometric height was determined by differential leveling and
 QR0269.adjusted by the NATIONAL GEODETIC SURVEY
 QR0269.in July 1998.
 QR0269
 QR0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0269.GEOID18 height accuracy estimate available here.
 QR0269
 QR0269.Click photographs - Photos may exist for this station.
 QR0269
 QR0269.The dynamic height is computed by dividing the NAVD 88
 QR0269.geopotential number by the normal gravity value computed on the
 QR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0269.degrees latitude (g = 980.6199 gals.).
 QR0269
 QR0269.The modeled gravity was interpolated from observed gravity values.
 QR0269
 QR0269;                    North         East    Units  Estimated Accuracy
 QR0269;SPC SD N     -   133,540.      607,920.      MT  (+/- 180 meters Scaled)
 QR0269
 QR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ291872(NAD 83)
 QR0269
 QR0269                          SUPERSEDED SURVEY CONTROL
 QR0269
 QR0269  NAVD 88 (06/15/91)  636.464  (m)         2088.13   (f) SUPERSEDED  1 2
 QR0269  NGVD 29 (??/??/92)  636.089  (m)         2086.90   (f) ADJ UNCH    1 2
 QR0269
 QR0269.Superseded values are not recommended for survey control.
 QR0269
 QR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0269.See file dsdata.pdf to determine how the superseded data were derived.
 QR0269
 QR0269_MARKER: DB = BENCH MARK DISK
 QR0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0269_STAMPING: P 15 1926 2086.902
 QR0269_MARK LOGO: CGS
 QR0269_PROJECTION: FLUSH
 QR0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0269+STABILITY: SURFACE MOTION
 QR0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0269+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 QR0269
 QR0269  HISTORY     - Date     Condition        Report By
 QR0269  HISTORY     - 1926     MONUMENTED       CGS
 QR0269  HISTORY     - 1973     GOOD             NGS
 QR0269  HISTORY     - 19960606 GOOD             NGS
 QR0269  HISTORY     - 20120613 MARK NOT FOUND   INDIV
 QR0269
 QR0269                          STATION DESCRIPTION
 QR0269
 QR0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0269'3 MI E FROM GETTYSBURG.
 QR0269'3 MILES EAST ALONG U.S. HIGHWAY 212 FROM MEMORIAL HOSPITAL IN
 QR0269'GETTYSBURG, AT A SECTION LINE CROSSROAD, 96 FEET NORTH-NORTHEAST
 QR0269'OF THE CENTER OF THE INTERSECTION, 73 FEET NORTH OF THE CENTER
 QR0269'OF U.S. HIGHWAY 212, 69 FEET EAST OF A POWER LINE POLE, 26 FEET
 QR0269'EAST OF THE CENTER OF THE SECTION LINE TRACK ROAD, 43 FEET SOUTH
 QR0269'OF THE CENTER OF THE ABANDONED RAILWAY, 1.1 FOOT WEST OF A METAL
 QR0269'WITNESS POST AND FLUSH WITH THE GROUND.  IT IS SET IN THE TOP OF
 QR0269'A CONCRETE MONUMENT.
 QR0269
 QR0269                          STATION RECOVERY (1996)
 QR0269
 QR0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0269'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QR0269'EXENE STREET IN GETTYSBURG, 600.0 M (1968.5 FT) WEST OF MILEPOST 229,
 QR0269'22.2 M (72.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) EAST
 QR0269'OF THE CENTER OF A TRACK ROAD, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 QR0269'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 QR0269'FLUSH WITH THE GROUND SURFACE.
 QR0269
 QR0269                          STATION RECOVERY (2012)
 QR0269
 QR0269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QR0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0965 ***********************************************************************
 NM0965  DESIGNATION -  P 150
 NM0965  PID         -  NM0965
 NM0965  STATE/COUNTY-  SD/YANKTON
 NM0965  COUNTRY     -  US
 NM0965  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM0965
 NM0965                         *CURRENT SURVEY CONTROL
 NM0965  ______________________________________________________________________
 NM0965* NAD 83(1986) POSITION- 42 52 14.     (N) 097 22 56.     (W)   SCALED
 NM0965* NAVD 88 ORTHO HEIGHT -   361.487 (meters)     1185.98  (feet) ADJUSTED
 NM0965  ______________________________________________________________________
 NM0965  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM0965  DYNAMIC HEIGHT  -        361.384 (meters)     1185.64  (feet) COMP
 NM0965  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 NM0965
 NM0965  VERT ORDER      -  SECOND    CLASS 0
 NM0965
 NM0965.The horizontal coordinates were scaled from a map and have
 NM0965.an estimated accuracy of +/- 6 seconds.
 NM0965
 NM0965.The orthometric height was determined by differential leveling and
 NM0965.adjusted by the NATIONAL GEODETIC SURVEY
 NM0965.in June 1991.
 NM0965
 NM0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0965.GEOID18 height accuracy estimate available here.
 NM0965
 NM0965.Click photographs - Photos may exist for this station.
 NM0965
 NM0965.The dynamic height is computed by dividing the NAVD 88
 NM0965.geopotential number by the normal gravity value computed on the
 NM0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0965.degrees latitude (g = 980.6199 gals.).
 NM0965
 NM0965.The modeled gravity was interpolated from observed gravity values.
 NM0965
 NM0965;                    North         East    Units  Estimated Accuracy
 NM0965;SPC SD S     -    63,970.      841,090.      MT  (+/- 180 meters Scaled)
 NM0965
 NM0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN321477(NAD 83)
 NM0965
 NM0965                          SUPERSEDED SURVEY CONTROL
 NM0965
 NM0965  NGVD 29 (??/??/92)  361.290  (m)         1185.33   (f) ADJ UNCH    2 0
 NM0965
 NM0965.Superseded values are not recommended for survey control.
 NM0965
 NM0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0965.See file dsdata.pdf to determine how the superseded data were derived.
 NM0965
 NM0965_MARKER: DB = BENCH MARK DISK
 NM0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0965_STAMPING: P 150 1934
 NM0965_MARK LOGO: CGS
 NM0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0965+STABILITY: SURFACE MOTION
 NM0965
 NM0965  HISTORY     - Date     Condition        Report By
 NM0965  HISTORY     - 1934     MONUMENTED       CGS
 NM0965  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0965
 NM0965                          STATION DESCRIPTION
 NM0965
 NM0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0965'0.5 MI NE FROM YANKTON.
 NM0965'0.5 OF MILE NORTHEAST OF STATION ALONG GREAT NORTHERN R.R. AT
 NM0965'YANKTON, 50 YARDS SOUTHWEST OF M.P. 208, 103 FEET NORTHEAST OF
 NM0965'CENTERLINES OF ROAD AND TRACKS, 63 FEET SOUTHEAST OF SOUTHEAST
 NM0965'RAIL.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 NM0965
 NM0965                          STATION RECOVERY (1967)
 NM0965
 NM0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0965'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0955 ***********************************************************************
 NM0955  DESIGNATION -  P 151
 NM0955  PID         -  NM0955
 NM0955  STATE/COUNTY-  SD/CLAY
 NM0955  COUNTRY     -  US
 NM0955  USGS QUAD   -  MECKLING (2017)
 NM0955
 NM0955                         *CURRENT SURVEY CONTROL
 NM0955  ______________________________________________________________________
 NM0955* NAD 83(1986) POSITION- 42 52 01.     (N) 097 07 20.     (W)   SCALED
 NM0955* NAVD 88 ORTHO HEIGHT -   352.331 (meters)     1155.94  (feet) ADJUSTED
 NM0955  ______________________________________________________________________
 NM0955  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM0955  DYNAMIC HEIGHT  -        352.230 (meters)     1155.61  (feet) COMP
 NM0955  MODELED GRAVITY -    980,324.9   (mgal)                       NAVD 88
 NM0955
 NM0955  VERT ORDER      -  SECOND    CLASS 0
 NM0955
 NM0955.The horizontal coordinates were scaled from a map and have
 NM0955.an estimated accuracy of +/- 6 seconds.
 NM0955
 NM0955.The orthometric height was determined by differential leveling and
 NM0955.adjusted by the NATIONAL GEODETIC SURVEY
 NM0955.in June 1991.
 NM0955
 NM0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0955.GEOID18 height accuracy estimate available here.
 NM0955
 NM0955.Click photographs - Photos may exist for this station.
 NM0955
 NM0955.The dynamic height is computed by dividing the NAVD 88
 NM0955.geopotential number by the normal gravity value computed on the
 NM0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0955.degrees latitude (g = 980.6199 gals.).
 NM0955
 NM0955.The modeled gravity was interpolated from observed gravity values.
 NM0955
 NM0955;                    North         East    Units  Estimated Accuracy
 NM0955;SPC SD S     -    64,350.      862,330.      MT  (+/- 180 meters Scaled)
 NM0955
 NM0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN533477(NAD 83)
 NM0955
 NM0955                          SUPERSEDED SURVEY CONTROL
 NM0955
 NM0955  NGVD 29 (??/??/92)  352.118  (m)         1155.24   (f) ADJ UNCH    2 0
 NM0955
 NM0955.Superseded values are not recommended for survey control.
 NM0955
 NM0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0955.See file dsdata.pdf to determine how the superseded data were derived.
 NM0955
 NM0955_MARKER: DB = BENCH MARK DISK
 NM0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0955_STAMPING: P 151 1934
 NM0955_MARK LOGO: CGS
 NM0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0955+STABILITY: SURFACE MOTION
 NM0955
 NM0955  HISTORY     - Date     Condition        Report By
 NM0955  HISTORY     - 1934     MONUMENTED       CGS
 NM0955  HISTORY     - 1949     GOOD             CGS
 NM0955  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0955
 NM0955                          STATION DESCRIPTION
 NM0955
 NM0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0955'3 MI SE FROM GAYVILLE.
 NM0955'3.0 MILES SOUTHEAST OF STATION ALONG C.M. ST. P. AND P. R.R.
 NM0955'AT GAYVILLE, 57 FEET SOUTHEAST OF M.P. 137, 47.3 FEET NORTHEAST
 NM0955'OF NORTHEAST RAIL, 32 FEET NORTHWEST OF FENCE CORNER, 15 FEET
 NM0955'NORTHWEST OF SECTION ROAD, 1/5 FEET SOUTHWEST OF R/W FENCE.
 NM0955'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NM0955
 NM0955                          STATION RECOVERY (1949)
 NM0955
 NM0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0955'RECOVERED IN GOOD CONDITION.
 NM0955
 NM0955                          STATION RECOVERY (1993)
 NM0955
 NM0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0955'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0289 ***********************************************************************
 OQ0289  DESIGNATION -  P 152
 OQ0289  PID         -  OQ0289
 OQ0289  STATE/COUNTY-  SD/MINNEHAHA
 OQ0289  COUNTRY     -  US
 OQ0289  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0289
 OQ0289                         *CURRENT SURVEY CONTROL
 OQ0289  ______________________________________________________________________
 OQ0289* NAD 83(1986) POSITION- 43 32 54.     (N) 096 43 25.     (W)   SCALED
 OQ0289* NAVD 88 ORTHO HEIGHT -   426.658 (meters)     1399.79  (feet) ADJUSTED
 OQ0289  ______________________________________________________________________
 OQ0289  GEOID HEIGHT    -        -26.354 (meters)                     GEOID18
 OQ0289  DYNAMIC HEIGHT  -        426.546 (meters)     1399.43  (feet) COMP
 OQ0289  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 OQ0289
 OQ0289  VERT ORDER      -  FIRST     CLASS II
 OQ0289
 OQ0289.The horizontal coordinates were scaled from a map and have
 OQ0289.an estimated accuracy of +/- 6 seconds.
 OQ0289
 OQ0289.The orthometric height was determined by differential leveling and
 OQ0289.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0289.in June 1991.
 OQ0289
 OQ0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0289.GEOID18 height accuracy estimate available here.
 OQ0289
 OQ0289.Click photographs - Photos may exist for this station.
 OQ0289
 OQ0289.The dynamic height is computed by dividing the NAVD 88
 OQ0289.geopotential number by the normal gravity value computed on the
 OQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0289.degrees latitude (g = 980.6199 gals.).
 OQ0289
 OQ0289.The modeled gravity was interpolated from observed gravity values.
 OQ0289
 OQ0289;                    North         East    Units  Estimated Accuracy
 OQ0289;SPC SD S     -   141,310.      891,590.      MT  (+/- 180 meters Scaled)
 OQ0289
 OQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP838242(NAD 83)
 OQ0289
 OQ0289                          SUPERSEDED SURVEY CONTROL
 OQ0289
 OQ0289  NGVD 29 (??/??/92)  426.383  (m)         1398.89   (f) ADJ UNCH    1 2
 OQ0289
 OQ0289.Superseded values are not recommended for survey control.
 OQ0289
 OQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0289.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0289
 OQ0289_MARKER: DB = BENCH MARK DISK
 OQ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0289_STAMPING: P 152 1934
 OQ0289_MARK LOGO: CGS
 OQ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0289+STABILITY: SURFACE MOTION
 OQ0289
 OQ0289  HISTORY     - Date     Condition        Report By
 OQ0289  HISTORY     - 1934     MONUMENTED       CGS
 OQ0289  HISTORY     - 1949     GOOD             CGS
 OQ0289  HISTORY     - 19900516 MARK NOT FOUND   NGS
 OQ0289  HISTORY     - 20110225 MARK NOT FOUND   INDIV
 OQ0289
 OQ0289                          STATION DESCRIPTION
 OQ0289
 OQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0289'AT SIOUX FALLS.
 OQ0289'AT SIOUX FALLS, MINNEHAHA COUNTY, ON EIGHTH STREET, IN THE
 OQ0289'NORTHWEST CORNER OF THE GREAT NORTHERN RAILWAY STATION PARK, 24
 OQ0289'FEET SOUTH OF THE CENTERLINE OF THE STREET, AND 1.3 FEET
 OQ0289'NORTHEAST OF THE WEST RAIL AROUND THE PARK.  A STANDARD DISK
 OQ0289'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 OQ0289'GROUND.
 OQ0289
 OQ0289                          STATION RECOVERY (1990)
 OQ0289
 OQ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0289'THE DESCRIBED AREA HAS BEEN PAVED OVER.
 OQ0289
 OQ0289                          STATION RECOVERY (2011)
 OQ0289
 OQ0289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0233 ***********************************************************************
 QR0233  DESIGNATION -  P 16
 QR0233  PID         -  QR0233
 QR0233  STATE/COUNTY-  SD/FAULK
 QR0233  COUNTRY     -  US
 QR0233  USGS QUAD   -  FAULKTON WEST (2017)
 QR0233
 QR0233                         *CURRENT SURVEY CONTROL
 QR0233  ______________________________________________________________________
 QR0233* NAD 83(1986) POSITION- 45 06 51.     (N) 099 11 04.     (W)   SCALED
 QR0233* NAVD 88 ORTHO HEIGHT -   499.024 (meters)     1637.21  (feet) ADJUSTED
 QR0233  ______________________________________________________________________
 QR0233  GEOID HEIGHT    -        -23.504 (meters)                     GEOID18
 QR0233  DYNAMIC HEIGHT  -        498.962 (meters)     1637.01  (feet) COMP
 QR0233  MODELED GRAVITY -    980,477.0   (mgal)                       NAVD 88
 QR0233
 QR0233  VERT ORDER      -  FIRST     CLASS II
 QR0233
 QR0233.The horizontal coordinates were scaled from a map and have
 QR0233.an estimated accuracy of +/- 6 seconds.
 QR0233
 QR0233.The orthometric height was determined by differential leveling and
 QR0233.adjusted by the NATIONAL GEODETIC SURVEY
 QR0233.in June 1991.
 QR0233
 QR0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0233.GEOID18 height accuracy estimate available here.
 QR0233
 QR0233.Click photographs - Photos may exist for this station.
 QR0233
 QR0233.The dynamic height is computed by dividing the NAVD 88
 QR0233.geopotential number by the normal gravity value computed on the
 QR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0233.degrees latitude (g = 980.6199 gals.).
 QR0233
 QR0233.The modeled gravity was interpolated from observed gravity values.
 QR0233
 QR0233;                    North         East    Units  Estimated Accuracy
 QR0233;SPC SD N     -   142,650.      664,170.      MT  (+/- 180 meters Scaled)
 QR0233
 QR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ854956(NAD 83)
 QR0233
 QR0233                          SUPERSEDED SURVEY CONTROL
 QR0233
 QR0233  NGVD 29 (??/??/92)  498.671  (m)         1636.06   (f) ADJ UNCH    1 2
 QR0233
 QR0233.Superseded values are not recommended for survey control.
 QR0233
 QR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0233.See file dsdata.pdf to determine how the superseded data were derived.
 QR0233
 QR0233_MARKER: DB = BENCH MARK DISK
 QR0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0233_STAMPING: 1636.056 P 16 1926
 QR0233_MARK LOGO: CGS
 QR0233_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0233+STABILITY: SURFACE MOTION
 QR0233
 QR0233  HISTORY     - Date     Condition        Report By
 QR0233  HISTORY     - 1926     MONUMENTED       CGS
 QR0233  HISTORY     - 1941     GOOD             CGS
 QR0233
 QR0233                          STATION DESCRIPTION
 QR0233
 QR0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0233'6.5 MI NW FROM FAULKTON.
 QR0233'6-1/2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0233'AND PACIFIC RAILROAD FROM FAULKTON, FAULK COUNTY, IN SEC. 20,
 QR0233'T. 119 N., R. 69 W., ABOUT 1/4 MILE EAST OF A FARMHOUSE, ABOUT
 QR0233'75 YARDS SOUTH OF THE CROSSING OF AN EAST-AND-WEST SECTION-LINE
 QR0233'ROAD, 48.9 FEET WEST OF THE CENTER LINE OF THE TRACK, 7.5 FEET
 QR0233'SOUTHEAST OF THE SECOND POLE SOUTH OF THE CROSSING, AND IN LINE
 QR0233'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 1636.056 P 16 1926
 QR0233'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 QR0233'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0177 ***********************************************************************
 QR0177  DESIGNATION -  P 17
 QR0177  PID         -  QR0177
 QR0177  STATE/COUNTY-  SD/MCPHERSON
 QR0177  COUNTRY     -  US
 QR0177  USGS QUAD   -  HOSMER (2017)
 QR0177
 QR0177                         *CURRENT SURVEY CONTROL
 QR0177  ______________________________________________________________________
 QR0177* NAD 83(1986) POSITION- 45 35 38.     (N) 099 29 14.     (W)   SCALED
 QR0177* NAVD 88 ORTHO HEIGHT -   581.711 (meters)     1908.50  (feet) ADJUSTED
 QR0177  ______________________________________________________________________
 QR0177  GEOID HEIGHT    -        -22.883 (meters)                     GEOID18
 QR0177  DYNAMIC HEIGHT  -        581.657 (meters)     1908.32  (feet) COMP
 QR0177  MODELED GRAVITY -    980,504.1   (mgal)                       NAVD 88
 QR0177
 QR0177  VERT ORDER      -  FIRST     CLASS II
 QR0177
 QR0177.The horizontal coordinates were scaled from a map and have
 QR0177.an estimated accuracy of +/- 6 seconds.
 QR0177
 QR0177.The orthometric height was determined by differential leveling and
 QR0177.adjusted by the NATIONAL GEODETIC SURVEY
 QR0177.in June 1991.
 QR0177
 QR0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0177.GEOID18 height accuracy estimate available here.
 QR0177
 QR0177.Click photographs - Photos may exist for this station.
 QR0177
 QR0177.The dynamic height is computed by dividing the NAVD 88
 QR0177.geopotential number by the normal gravity value computed on the
 QR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0177.degrees latitude (g = 980.6199 gals.).
 QR0177
 QR0177.The modeled gravity was interpolated from observed gravity values.
 QR0177
 QR0177;                    North         East    Units  Estimated Accuracy
 QR0177;SPC SD N     -   195,770.      640,010.      MT  (+/- 180 meters Scaled)
 QR0177
 QR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR619490(NAD 83)
 QR0177
 QR0177                          SUPERSEDED SURVEY CONTROL
 QR0177
 QR0177.No superseded survey control is available for this station.
 QR0177
 QR0177_MARKER: DB = BENCH MARK DISK
 QR0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0177_STAMPING: 1907.194 P 17 1927
 QR0177_MARK LOGO: CGS
 QR0177_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0177+STABILITY: SURFACE MOTION
 QR0177
 QR0177  HISTORY     - Date     Condition        Report By
 QR0177  HISTORY     - 1927     MONUMENTED       CGS
 QR0177  HISTORY     - 1934     GOOD             CGS
 QR0177
 QR0177                          STATION DESCRIPTION
 QR0177
 QR0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0177'1.3 MI N FROM HOSMER.
 QR0177'IN MC PHERSON COUNTY, 1.3 MILES NORTH ALONG THE CHICAGO,
 QR0177'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM HOSMER, EDMUNDS
 QR0177'COUNTY, 410 FEET NORTH OF A ROAD CROSSING, 55.5 FEET WEST OF THE
 QR0177'CENTER LINE OF A ROAD, 30.5 FEET EAST OF THE CENTER LINE OF THE
 QR0177'TRACK, ON A SMALL KNOLL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 QR0177'A STANDARD DISK, STAMPED 1907.194 P 17 1927 AND SET IN THE TOP
 QR0177'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1138 ***********************************************************************
 OR1138  DESIGNATION -  P 17
 OR1138  PID         -  OR1138
 OR1138  STATE/COUNTY-  SD/CHARLES MIX
 OR1138  COUNTRY     -  US
 OR1138  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR1138
 OR1138                         *CURRENT SURVEY CONTROL
 OR1138  ______________________________________________________________________
 OR1138* NAD 83(1986) POSITION- 43 04 08.     (N) 098 32 10.     (W)   SCALED
 OR1138* NAVD 88 ORTHO HEIGHT -   441.113 (meters)     1447.22  (feet) ADJUSTED
 OR1138  ______________________________________________________________________
 OR1138  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 OR1138  DYNAMIC HEIGHT  -        440.967 (meters)     1446.74  (feet) COMP
 OR1138  MODELED GRAVITY -    980,276.8   (mgal)                       NAVD 88
 OR1138
 OR1138  VERT ORDER      -  FIRST     CLASS II
 OR1138
 OR1138.The horizontal coordinates were scaled from a map and have
 OR1138.an estimated accuracy of +/- 6 seconds.
 OR1138
 OR1138.The orthometric height was determined by differential leveling and
 OR1138.adjusted by the NATIONAL GEODETIC SURVEY
 OR1138.in June 1994.
 OR1138
 OR1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1138.GEOID18 height accuracy estimate available here.
 OR1138
 OR1138.Click photographs - Photos may exist for this station.
 OR1138
 OR1138.The dynamic height is computed by dividing the NAVD 88
 OR1138.geopotential number by the normal gravity value computed on the
 OR1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1138.degrees latitude (g = 980.6199 gals.).
 OR1138
 OR1138.The modeled gravity was interpolated from observed gravity values.
 OR1138
 OR1138;                    North         East    Units  Estimated Accuracy
 OR1138;SPC SD S     -    83,300.      746,370.      MT  (+/- 180 meters Scaled)
 OR1138
 OR1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN377685(NAD 83)
 OR1138
 OR1138                          SUPERSEDED SURVEY CONTROL
 OR1138
 OR1138.No superseded survey control is available for this station.
 OR1138
 OR1138_MARKER: DD = SURVEY DISK
 OR1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1138_STAMPING: P 17
 OR1138_MARK LOGO: USACE
 OR1138_PROJECTION: FLUSH
 OR1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1138+STABILITY: SURFACE MOTION
 OR1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1138+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR1138
 OR1138  HISTORY     - Date     Condition        Report By
 OR1138  HISTORY     - UNK      MONUMENTED       USACE
 OR1138  HISTORY     - 19930919 GOOD             NGS
 OR1138  HISTORY     - 20121212 GOOD             INDIV
 OR1138
 OR1138                          STATION DESCRIPTION
 OR1138
 OR1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OR1138'0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OR1138'STATE HIGHWAY 46 IN PICKSTOWN, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 OR1138'ALONG A PAVED ROAD, 25.5 M (83.7 FT) SOUTHEAST OF AND LEVEL WITH THE
 OR1138'ROAD CENTERLINE, 13.6 M (44.6 FT) EAST OF A PAVED DRIVEWAY, 0.5 M
 OR1138'(1.6 FT) NORTH OF A FENCE, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS
 OR1138'POST, 0.1 M (0.3 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 OR1138'FLUSH WITH THE GROUND SURFACE.
 OR1138
 OR1138                          STATION RECOVERY (2012)
 OR1138
 OR1138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2065 ***********************************************************************
 PU2065  DESIGNATION -  P 176
 PU2065  PID         -  PU2065
 PU2065  STATE/COUNTY-  SD/BUTTE
 PU2065  COUNTRY     -  US
 PU2065  USGS QUAD   -  BELLE FOURCHE (2017)
 PU2065
 PU2065                         *CURRENT SURVEY CONTROL
 PU2065  ______________________________________________________________________
 PU2065* NAD 83(1986) POSITION- 44 38 53.     (N) 103 51 36.     (W)   SCALED
 PU2065* NAVD 88 ORTHO HEIGHT -   951.618 (meters)     3122.10  (feet) POSTED
 PU2065  ______________________________________________________________________
 PU2065  GEOID HEIGHT    -        -15.254 (meters)                     GEOID18
 PU2065  DYNAMIC HEIGHT  -        951.35  (meters)     3121.2   (feet) COMP
 PU2065  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 PU2065
 PU2065  VERT ORDER      -  * POSTED, SEE BELOW
 PU2065
 PU2065.The horizontal coordinates were scaled from a map and have
 PU2065.an estimated accuracy of +/- 6 seconds.
 PU2065
 PU2065.The orthometric height was determined by differential leveling
 PU2065.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU2065
 PU2065.* This is a POSTED BENCH MARK height.
 PU2065
 PU2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2065.GEOID18 height accuracy estimate available here.
 PU2065
 PU2065.Click photographs - Photos may exist for this station.
 PU2065
 PU2065.The dynamic height is computed by dividing the NAVD 88
 PU2065.geopotential number by the normal gravity value computed on the
 PU2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2065.degrees latitude (g = 980.6199 gals.).
 PU2065
 PU2065.The modeled gravity was interpolated from observed gravity values.
 PU2065
 PU2065;                    North         East    Units  Estimated Accuracy
 PU2065;SPC SD N     -    97,830.      293,920.      MT  (+/- 180 meters Scaled)
 PU2065
 PU2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903444(NAD 83)
 PU2065
 PU2065                          SUPERSEDED SURVEY CONTROL
 PU2065
 PU2065  NGVD 29 (??/??/92)  951.121  (m)         3120.47   (f) ADJ UNCH    2 0
 PU2065
 PU2065.Superseded values are not recommended for survey control.
 PU2065
 PU2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2065.See file dsdata.pdf to determine how the superseded data were derived.
 PU2065
 PU2065_MARKER: DB = BENCH MARK DISK
 PU2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2065_STAMPING: P 176 1934
 PU2065_MARK LOGO: CGS
 PU2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2065+STABILITY: SURFACE MOTION
 PU2065
 PU2065  HISTORY     - Date     Condition        Report By
 PU2065  HISTORY     - 1934     MONUMENTED       CGS
 PU2065  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU2065
 PU2065                          STATION DESCRIPTION
 PU2065
 PU2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2065'1.5 MI S FROM BELLE FOURCHE.
 PU2065'1.5 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 PU2065'AT BELLE FOURCHE, BUTTE COUNTY, NEAR THE NORTHEAST CORNER OF
 PU2065'THE BELLE FOURCHE COUNTRY CLUB, 34.5 FEET WEST OF THE CENTER
 PU2065'OF THE HIGHWAY, 18 FEET SOUTH OF A FENCE CORNER, AND 7.5 FEET
 PU2065'WEST OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 176
 PU2065'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1622 ***********************************************************************
 PU1622  DESIGNATION -  P 177
 PU1622  PID         -  PU1622
 PU1622  STATE/COUNTY-  SD/LAWRENCE
 PU1622  COUNTRY     -  US
 PU1622  USGS QUAD   -  MINNESOTA RIDGE (2017)
 PU1622
 PU1622                         *CURRENT SURVEY CONTROL
 PU1622  ______________________________________________________________________
 PU1622* NAD 83(1986) POSITION- 44 08 23.     (N) 103 44 33.     (W)   SCALED
 PU1622* NAVD 88 ORTHO HEIGHT -  1667.513 (meters)     5470.83  (feet) ADJUSTED
 PU1622  ______________________________________________________________________
 PU1622  GEOID HEIGHT    -        -13.122 (meters)                     GEOID18
 PU1622  DYNAMIC HEIGHT  -       1666.774 (meters)     5468.41  (feet) COMP
 PU1622  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 PU1622
 PU1622  VERT ORDER      -  SECOND    CLASS 0
 PU1622
 PU1622.The horizontal coordinates were scaled from a map and have
 PU1622.an estimated accuracy of +/- 6 seconds.
 PU1622
 PU1622.The orthometric height was determined by differential leveling and
 PU1622.adjusted by the NATIONAL GEODETIC SURVEY
 PU1622.in June 1991.
 PU1622
 PU1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1622.GEOID18 height accuracy estimate available here.
 PU1622
 PU1622.Click photographs - Photos may exist for this station.
 PU1622
 PU1622.The dynamic height is computed by dividing the NAVD 88
 PU1622.geopotential number by the normal gravity value computed on the
 PU1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1622.degrees latitude (g = 980.6199 gals.).
 PU1622
 PU1622.The modeled gravity was interpolated from observed gravity values.
 PU1622
 PU1622;                    North         East    Units  Estimated Accuracy
 PU1622;SPC SD N     -    40,970.      300,620.      MT  (+/- 180 meters Scaled)
 PU1622
 PU1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ005881(NAD 83)
 PU1622
 PU1622                          SUPERSEDED SURVEY CONTROL
 PU1622
 PU1622  NGVD 29 (??/??/92) 1666.874  (m)         5468.74   (f) ADJ UNCH    2 0
 PU1622
 PU1622.Superseded values are not recommended for survey control.
 PU1622
 PU1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1622.See file dsdata.pdf to determine how the superseded data were derived.
 PU1622
 PU1622_MARKER: DB = BENCH MARK DISK
 PU1622_SETTING: 39 = SET IN A TUNNEL
 PU1622_SP_SET: FOUNDATION
 PU1622_STAMPING: P 177 1934
 PU1622_MARK LOGO: CGS
 PU1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1622
 PU1622  HISTORY     - Date     Condition        Report By
 PU1622  HISTORY     - 1934     MONUMENTED       CGS
 PU1622  HISTORY     - 1938     GOOD             CGS
 PU1622
 PU1622                          STATION DESCRIPTION
 PU1622
 PU1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1622'3 MI SE FROM NAHANT.
 PU1622'ABOUT 3.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PU1622'QUINCY RAILROAD FROM THE STATION AT NAHANT, LAWRENCE COUNTY, ABOUT
 PU1622'0.3 MILE NORTH OF MILEPOST 85, AT THE SOUTH PORTAL OF THE TUNNEL,
 PU1622'5.5 FEET EAST OF THE EAST RAIL, AND IN THE TOP OF THE CONCRETE
 PU1622'FOUNDATION SUPPORTING THE TIMBERS OF THE TUNNEL WALL.  A STANDARD
 PU1622'DISK, STAMPED P 177 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0571 ***********************************************************************
 OT0571  DESIGNATION -  P 178
 OT0571  PID         -  OT0571
 OT0571  STATE/COUNTY-  SD/CUSTER
 OT0571  COUNTRY     -  US
 OT0571  USGS QUAD   -  ARGYLE (2017)
 OT0571
 OT0571                         *CURRENT SURVEY CONTROL
 OT0571  ______________________________________________________________________
 OT0571* NAD 83(1986) POSITION- 43 30 19.     (N) 103 39 46.     (W)   SCALED
 OT0571* NAVD 88 ORTHO HEIGHT -  1421.985 (meters)     4665.30  (feet) ADJUSTED
 OT0571  ______________________________________________________________________
 OT0571  GEOID HEIGHT    -        -14.604 (meters)                     GEOID18
 OT0571  DYNAMIC HEIGHT  -       1421.342 (meters)     4663.19  (feet) COMP
 OT0571  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 OT0571
 OT0571  VERT ORDER      -  FIRST     CLASS II
 OT0571
 OT0571.The horizontal coordinates were scaled from a map and have
 OT0571.an estimated accuracy of +/- 6 seconds.
 OT0571
 OT0571.The orthometric height was determined by differential leveling and
 OT0571.adjusted by the NATIONAL GEODETIC SURVEY
 OT0571.in October 1997.
 OT0571
 OT0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0571.GEOID18 height accuracy estimate available here.
 OT0571
 OT0571.Click photographs - Photos may exist for this station.
 OT0571
 OT0571.The dynamic height is computed by dividing the NAVD 88
 OT0571.geopotential number by the normal gravity value computed on the
 OT0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0571.degrees latitude (g = 980.6199 gals.).
 OT0571
 OT0571.The modeled gravity was interpolated from observed gravity values.
 OT0571
 OT0571;                    North         East    Units  Estimated Accuracy
 OT0571;SPC SD S     -   135,590.      330,850.      MT  (+/- 180 meters Scaled)
 OT0571
 OT0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ080177(NAD 83)
 OT0571
 OT0571                          SUPERSEDED SURVEY CONTROL
 OT0571
 OT0571  NAVD 88 (06/15/91) 1421.989  (m)         4665.31   (f) SUPERSEDED  1 2
 OT0571  NGVD 29 (??/??/92) 1421.390  (m)         4663.34   (f) ADJ UNCH    1 2
 OT0571
 OT0571.Superseded values are not recommended for survey control.
 OT0571
 OT0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0571.See file dsdata.pdf to determine how the superseded data were derived.
 OT0571
 OT0571_MARKER: DB = BENCH MARK DISK
 OT0571_SETTING: 80 = SET IN A BOULDER
 OT0571_STAMPING: P 178 1934
 OT0571_MARK LOGO: CGS
 OT0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0571+STABILITY: SURFACE MOTION
 OT0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0571+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 OT0571
 OT0571  HISTORY     - Date     Condition        Report By
 OT0571  HISTORY     - 1934     MONUMENTED       CGS
 OT0571  HISTORY     - 19950410 GOOD             NGS
 OT0571
 OT0571                          STATION DESCRIPTION
 OT0571
 OT0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0571'6.6 MI N FROM MINNEKAHTA.
 OT0571'IN CUSTER COUNTY, 6.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 OT0571'AND QUINCY RAILROAD FROM THE STATION AT MINNEKAHTA, FALL RIVER
 OT0571'COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST 23, 60 FEET SOUTH OF THE
 OT0571'NORTH END OF A CUT, 15.8 FEET WEST OF THE WEST RAIL, IN THE TOP
 OT0571'OF A RED LIMESTONE ROCK IMBEDDED AT THE WEST SIDE OF THE CUT AND
 OT0571'5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK STAMPED P 178 1934.
 OT0571
 OT0571                          STATION RECOVERY (1995)
 OT0571
 OT0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0571'0.2 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 OT0571'IN PRINGLE, THENCE 15.0 KM (9.30 MI) SOUTHERLY ALONG STATE HIGHWAY 89,
 OT0571'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A FIELD ROAD, THENCE 0.4 KM
 OT0571'(0.25 MI) SOUTHEASTERLY ALONG A RAILROAD GRADE (TRACK REMOVED), NEAR
 OT0571'THE CENTER OF A 3 BY 4-FOOT BOULDER IN THE SOUTHWEST SIDE OF A
 OT0571'RAILROAD CUT, 19.5 M (64.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 OT0571'CUT, 5.2 M (17.1 FT) SOUTHWEST OF THE CENTER OF THE GRADE, AND 1.5 M
 OT0571'(4.9 FT) ABOVE THE LEVEL OF THE GRADE.  NOTE--THE ORIGINAL DESCRIPTION
 OT0571'STATES THE DISK IS IN BEDROCK, BUT IT IS AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0348 ***********************************************************************
 OS0348  DESIGNATION -  P 18
 OS0348  PID         -  OS0348
 OS0348  STATE/COUNTY-  SD/BENNETT
 OS0348  COUNTRY     -  US
 OS0348  USGS QUAD   -  MARTIN (2017)
 OS0348
 OS0348                         *CURRENT SURVEY CONTROL
 OS0348  ______________________________________________________________________
 OS0348* NAD 83(1986) POSITION- 43 09 28.     (N) 101 43 56.     (W)   SCALED
 OS0348* NAVD 88 ORTHO HEIGHT -   993.931 (meters)     3260.92  (feet) ADJUSTED
 OS0348  ______________________________________________________________________
 OS0348  GEOID HEIGHT    -        -19.686 (meters)                     GEOID18
 OS0348  DYNAMIC HEIGHT  -        993.508 (meters)     3259.53  (feet) COMP
 OS0348  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 OS0348
 OS0348  VERT ORDER      -  SECOND    CLASS 0
 OS0348
 OS0348.The horizontal coordinates were scaled from a map and have
 OS0348.an estimated accuracy of +/- 6 seconds.
 OS0348
 OS0348.The orthometric height was determined by differential leveling and
 OS0348.adjusted by the NATIONAL GEODETIC SURVEY
 OS0348.in June 1991.
 OS0348
 OS0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0348.GEOID18 height accuracy estimate available here.
 OS0348
 OS0348.Click photographs - Photos may exist for this station.
 OS0348
 OS0348.The dynamic height is computed by dividing the NAVD 88
 OS0348.geopotential number by the normal gravity value computed on the
 OS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0348.degrees latitude (g = 980.6199 gals.).
 OS0348
 OS0348.The modeled gravity was interpolated from observed gravity values.
 OS0348
 OS0348;                    North         East    Units  Estimated Accuracy
 OS0348;SPC SD S     -    92,550.      486,240.      MT  (+/- 180 meters Scaled)
 OS0348
 OS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN778819(NAD 83)
 OS0348
 OS0348                          SUPERSEDED SURVEY CONTROL
 OS0348
 OS0348  NGVD 29 (??/??/92)  993.482  (m)         3259.45   (f) ADJ UNCH    2 0
 OS0348
 OS0348.Superseded values are not recommended for survey control.
 OS0348
 OS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0348.See file dsdata.pdf to determine how the superseded data were derived.
 OS0348
 OS0348_MARKER: DB = BENCH MARK DISK
 OS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0348_STAMPING: P 18 1934
 OS0348_MARK LOGO: CGS
 OS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0348+STABILITY: SURFACE MOTION
 OS0348
 OS0348  HISTORY     - Date     Condition        Report By
 OS0348  HISTORY     - 1934     MONUMENTED       CGS
 OS0348
 OS0348                          STATION DESCRIPTION
 OS0348
 OS0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0348'1.5 MI S FROM MARTIN.
 OS0348'1.5 MILES SOUTH ALONG STATE HIGHWAY 73 FROM MARTIN, BENNETT
 OS0348'COUNTY, AT A CROSS ROAD, 20 FEET NORTH OF THE CENTER OF THE ROAD,
 OS0348'36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN A FENCE CORNER,
 OS0348'AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OS0348'STAMPED P 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1681 ***********************************************************************
 PU1681  DESIGNATION -  P 183
 PU1681  PID         -  PU1681
 PU1681  STATE/COUNTY-  SD/LAWRENCE
 PU1681  COUNTRY     -  US
 PU1681  USGS QUAD   -  CROOKS TOWER (2017)
 PU1681
 PU1681                         *CURRENT SURVEY CONTROL
 PU1681  ______________________________________________________________________
 PU1681* NAD 83(1986) POSITION- 44 13 44.     (N) 103 57 10.     (W)   SCALED
 PU1681* NAVD 88 ORTHO HEIGHT -  1853.235 (meters)     6080.16  (feet) ADJUSTED
 PU1681  ______________________________________________________________________
 PU1681  GEOID HEIGHT    -        -12.894 (meters)                     GEOID18
 PU1681  DYNAMIC HEIGHT  -       1852.375 (meters)     6077.33  (feet) COMP
 PU1681  MODELED GRAVITY -    980,086.5   (mgal)                       NAVD 88
 PU1681
 PU1681  VERT ORDER      -  SECOND    CLASS 0
 PU1681
 PU1681.The horizontal coordinates were scaled from a map and have
 PU1681.an estimated accuracy of +/- 6 seconds.
 PU1681
 PU1681.The orthometric height was determined by differential leveling and
 PU1681.adjusted by the NATIONAL GEODETIC SURVEY
 PU1681.in June 1991.
 PU1681
 PU1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1681.GEOID18 height accuracy estimate available here.
 PU1681
 PU1681.Click photographs - Photos may exist for this station.
 PU1681
 PU1681.The dynamic height is computed by dividing the NAVD 88
 PU1681.geopotential number by the normal gravity value computed on the
 PU1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1681.degrees latitude (g = 980.6199 gals.).
 PU1681
 PU1681.The modeled gravity was interpolated from observed gravity values.
 PU1681
 PU1681;                    North         East    Units  Estimated Accuracy
 PU1681;SPC SD N     -    51,660.      284,300.      MT  (+/- 180 meters Scaled)
 PU1681
 PU1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ836978(NAD 83)
 PU1681
 PU1681                          SUPERSEDED SURVEY CONTROL
 PU1681
 PU1681  NGVD 29 (??/??/92) 1852.541  (m)         6077.88   (f) ADJ UNCH    2 0
 PU1681
 PU1681.Superseded values are not recommended for survey control.
 PU1681
 PU1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1681.See file dsdata.pdf to determine how the superseded data were derived.
 PU1681
 PU1681_MARKER: DB = BENCH MARK DISK
 PU1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1681_STAMPING: P 183 1934
 PU1681_MARK LOGO: CGS
 PU1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1681+STABILITY: SURFACE MOTION
 PU1681
 PU1681  HISTORY     - Date     Condition        Report By
 PU1681  HISTORY     - 1934     MONUMENTED       CGS
 PU1681  HISTORY     - 1955     MARK NOT FOUND   USGS
 PU1681
 PU1681                          STATION DESCRIPTION
 PU1681
 PU1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1681'16 MI SW FROM LEAD.
 PU1681'16.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1681'COUNTY, 8.2 MILES SOUTHWEST OF CHEYENNE CROSSING, IN A CLEARING,
 PU1681'AT A CURVE WITH A SMALL AREA TO THE SOUTH AND A BORROW PIT TO
 PU1681'THE NORTH, AND 4 FEET SOUTH OF CENTER OF THE CURVE.  A STANDARD
 PU1681'DISK, STAMPED P 183 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PU1681
 PU1681                          STATION RECOVERY (1955)
 PU1681
 PU1681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PU1681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0230 ***********************************************************************
 QQ0230  DESIGNATION -  P 19
 QQ0230  PID         -  QQ0230
 QQ0230  STATE/COUNTY-  SD/DAY
 QQ0230  COUNTRY     -  US
 QQ0230  USGS QUAD   -  WAUBAY SW (2017)
 QQ0230
 QQ0230                         *CURRENT SURVEY CONTROL
 QQ0230  ______________________________________________________________________
 QQ0230* NAD 83(1986) POSITION- 45 19 44.     (N) 097 28 22.     (W)   SCALED
 QQ0230* NAVD 88 ORTHO HEIGHT -   561.455 (meters)     1842.04  (feet) ADJUSTED
 QQ0230  ______________________________________________________________________
 QQ0230  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 QQ0230  DYNAMIC HEIGHT  -        561.391 (meters)     1841.83  (feet) COMP
 QQ0230  MODELED GRAVITY -    980,483.8   (mgal)                       NAVD 88
 QQ0230
 QQ0230  VERT ORDER      -  FIRST     CLASS II
 QQ0230
 QQ0230.The horizontal coordinates were scaled from a map and have
 QQ0230.an estimated accuracy of +/- 6 seconds.
 QQ0230
 QQ0230.The orthometric height was determined by differential leveling and
 QQ0230.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0230.in June 1991.
 QQ0230
 QQ0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0230.GEOID18 height accuracy estimate available here.
 QQ0230
 QQ0230.Click photographs - Photos may exist for this station.
 QQ0230
 QQ0230.The dynamic height is computed by dividing the NAVD 88
 QQ0230.geopotential number by the normal gravity value computed on the
 QQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0230.degrees latitude (g = 980.6199 gals.).
 QQ0230
 QQ0230.The modeled gravity was interpolated from observed gravity values.
 QQ0230
 QQ0230;                    North         East    Units  Estimated Accuracy
 QQ0230;SPC SD N     -   169,280.      798,080.      MT  (+/- 180 meters Scaled)
 QQ0230
 QQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR196206(NAD 83)
 QQ0230
 QQ0230                          SUPERSEDED SURVEY CONTROL
 QQ0230
 QQ0230  NGVD 29 (??/??/92)  561.170  (m)         1841.11   (f) ADJ UNCH    1 2
 QQ0230
 QQ0230.Superseded values are not recommended for survey control.
 QQ0230
 QQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0230.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0230
 QQ0230_MARKER: DB = BENCH MARK DISK
 QQ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0230_STAMPING: 1841.105 P 19 1931
 QQ0230_MARK LOGO: CGS
 QQ0230_PROJECTION: FLUSH
 QQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0230+STABILITY: SURFACE MOTION
 QQ0230
 QQ0230  HISTORY     - Date     Condition        Report By
 QQ0230  HISTORY     - 1931     MONUMENTED       CGS
 QQ0230
 QQ0230                          STATION DESCRIPTION
 QQ0230
 QQ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0230'2.8 MI E FROM WEBSTER.
 QQ0230'2-3/4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0230'PACIFIC RAILROAD FROM WEBSTER, DAY COUNTY, AT MILEAGE 233.92,
 QQ0230'AT A ROAD CROSSING, 99.2 FEET NORTH OF THE CENTER LINE OF THE
 QQ0230'NORTH TRACK, AND 51 FEET EAST OF THE CENTER LINE OF THE ROAD.
 QQ0230'A STANDARD DISK, STAMPED 1841.105 P 19 1931 AND SET IN THE TOP
 QQ0230'OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0425 ***********************************************************************
 QS0425  DESIGNATION -  P 19
 QS0425  PID         -  QS0425
 QS0425  STATE/COUNTY-  SD/CORSON
 QS0425  COUNTRY     -  US
 QS0425  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0425
 QS0425                         *CURRENT SURVEY CONTROL
 QS0425  ______________________________________________________________________
 QS0425* NAD 83(1986) POSITION- 45 39 58.06   (N) 101 21 06.57   (W)   HD_HELD1
 QS0425* NAVD 88 ORTHO HEIGHT -   645.495 (meters)     2117.76  (feet) ADJUSTED
 QS0425  ______________________________________________________________________
 QS0425  GEOID HEIGHT    -        -20.511 (meters)                     GEOID18
 QS0425  DYNAMIC HEIGHT  -        645.424 (meters)     2117.53  (feet) COMP
 QS0425  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 QS0425
 QS0425  VERT ORDER      -  FIRST     CLASS II
 QS0425
 QS0425.The horizontal coordinates were determined by differentially corrected
 QS0425.hand held GPS observations or other comparable positioning techniques
 QS0425.and have an estimated accuracy of +/- 3 meters.
 QS0425
 QS0425.The orthometric height was determined by differential leveling and
 QS0425.adjusted by the NATIONAL GEODETIC SURVEY
 QS0425.in June 1991.
 QS0425
 QS0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0425.GEOID18 height accuracy estimate available here.
 QS0425
 QS0425.Click photographs - Photos may exist for this station.
 QS0425
 QS0425.The dynamic height is computed by dividing the NAVD 88
 QS0425.geopotential number by the normal gravity value computed on the
 QS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0425.degrees latitude (g = 980.6199 gals.).
 QS0425
 QS0425.The modeled gravity was interpolated from observed gravity values.
 QS0425
 QS0425;                    North         East    Units  Estimated Accuracy
 QS0425;SPC SD N     -   204,551.3     494,660.4     MT  (+/- 3 meters HH1 GPS) 
 QS0425
 QS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1680159643(NAD 83)
 QS0425
 QS0425                          SUPERSEDED SURVEY CONTROL
 QS0425
 QS0425  NGVD 29 (??/??/92)  645.040  (m)         2116.27   (f) ADJ UNCH    1 2
 QS0425
 QS0425.Superseded values are not recommended for survey control.
 QS0425
 QS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0425.See file dsdata.pdf to determine how the superseded data were derived.
 QS0425
 QS0425_MARKER: DB = BENCH MARK DISK
 QS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0425_STAMPING: P 19 1933
 QS0425_MARK LOGO: CGS
 QS0425_PROJECTION: PROJECTING 31 CENTIMETERS
 QS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0425+STABILITY: SURFACE MOTION
 QS0425
 QS0425  HISTORY     - Date     Condition        Report By
 QS0425  HISTORY     - 1933     MONUMENTED       CGS
 QS0425  HISTORY     - 1953     GOOD             CGS
 QS0425  HISTORY     - 1985     GOOD             NGS
 QS0425
 QS0425                          STATION DESCRIPTION
 QS0425
 QS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QS0425'21 MI S FROM MC INTOSH.
 QS0425'21 MILES SOUTH ALONG STATE HIGHWAY 65 FROM MC INTOSH, CORSON
 QS0425'COUNTY, ABOUT 0.3 MILE NORTHEAST OF A FARMHOUSE, AT THE EDGE
 QS0425'OF A FLAT AREA ON THE SOUTH SIDE OF GRAND RIVER, AND 50 FEET
 QS0425'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 QS0425'P 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0425'ABOUT 12 INCHES ABOVE GROUND.
 QS0425
 QS0425                          STATION RECOVERY (1985)
 QS0425
 QS0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0425'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.2 KM (18.75
 QS0425'MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US HIGHWAY 12 AT
 QS0425'MCINTOSH, THENCE 0.48 KM (0.3 MI) SOUTH ALONG A DIRT ROAD, NEAR THE
 QS0425'WEST EDGE OF A GRASSY TRIANGLE FORMED BY TWO DIRT ROADS AND A
 QS0425'NORTH-SOUTH FENCE, 27.4 METERS (90 FT) NORTH-NORTHWEST OF A POWER POLE
 QS0425'AND 22.0 METERS (72 FT) EAST OF A FENCE.
 QS0425'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0425'THE MARK IS 0.6 M ABOVE THE ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0298 ***********************************************************************
 OQ0298  DESIGNATION -  P 2
 OQ0298  PID         -  OQ0298
 OQ0298  STATE/COUNTY-  SD/MOODY
 OQ0298  COUNTRY     -  US
 OQ0298  USGS QUAD   -  COLMAN (2017)
 OQ0298
 OQ0298                         *CURRENT SURVEY CONTROL
 OQ0298  ______________________________________________________________________
 OQ0298* NAD 83(1986) POSITION- 43 59 37.     (N) 096 46 49.     (W)   SCALED
 OQ0298* NAVD 88 ORTHO HEIGHT -   517.622 (meters)     1698.23  (feet) ADJUSTED
 OQ0298  ______________________________________________________________________
 OQ0298  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 OQ0298  DYNAMIC HEIGHT  -        517.501 (meters)     1697.83  (feet) COMP
 OQ0298  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 OQ0298
 OQ0298  VERT ORDER      -  FIRST     CLASS II
 OQ0298
 OQ0298.The horizontal coordinates were scaled from a map and have
 OQ0298.an estimated accuracy of +/- 6 seconds.
 OQ0298
 OQ0298.The orthometric height was determined by differential leveling and
 OQ0298.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0298.in June 1991.
 OQ0298
 OQ0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0298.GEOID18 height accuracy estimate available here.
 OQ0298
 OQ0298.Click photographs - Photos may exist for this station.
 OQ0298
 OQ0298.The dynamic height is computed by dividing the NAVD 88
 OQ0298.geopotential number by the normal gravity value computed on the
 OQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0298.degrees latitude (g = 980.6199 gals.).
 OQ0298
 OQ0298.The modeled gravity was interpolated from observed gravity values.
 OQ0298
 OQ0298;                    North         East    Units  Estimated Accuracy
 OQ0298;SPC SD S     -   190,540.      884,900.      MT  (+/- 180 meters Scaled)
 OQ0298
 OQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP779735(NAD 83)
 OQ0298
 OQ0298                          SUPERSEDED SURVEY CONTROL
 OQ0298
 OQ0298  NGVD 29 (??/??/92)  517.338  (m)         1697.30   (f) ADJ UNCH    1 2
 OQ0298
 OQ0298.Superseded values are not recommended for survey control.
 OQ0298
 OQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0298.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0298
 OQ0298_MARKER: P = PIPE CAP
 OQ0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0298_STAMPING: ELEV 1697.300 FT
 OQ0298_MARK LOGO: CGS
 OQ0298_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0298
 OQ0298  HISTORY     - Date     Condition        Report By
 OQ0298  HISTORY     - 1905     MONUMENTED       CGS
 OQ0298  HISTORY     - 1962     MARK NOT FOUND   CGS
 OQ0298
 OQ0298                          STATION DESCRIPTION
 OQ0298
 OQ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OQ0298'2.0 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0298'PACIFIC RAILROAD FROM COLMAN, MOODY COUNTY, AT THE CROSSING OF
 OQ0298'A ROAD ON THE SOUTH LINE OF SECTION 12, T106 N, R50W, 99 FEET
 OQ0298'NORTHEAST OF THE CROSSING-WARNING SIGN, 49 FEET NORTH OF THE
 OQ0298'CENTERLINE OF THE ROAD, AND 43 FEET SOUTHEAST OF THE CENTERLINE
 OQ0298'OF THE TRACK.  A STANDARD CAP FASTENED ON THE TOP OF A 3-1/2-INCH
 OQ0298'IRON PIPE PROJECTING 1 INCH ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0511 ***********************************************************************
 QS0511  DESIGNATION -  P 20
 QS0511  PID         -  QS0511
 QS0511  STATE/COUNTY-  SD/ZIEBACH
 QS0511  COUNTRY     -  US
 QS0511  USGS QUAD   -  DUPREE (2017)
 QS0511
 QS0511                         *CURRENT SURVEY CONTROL
 QS0511  ______________________________________________________________________
 QS0511* NAD 83(1986) POSITION- 45 04 57.     (N) 101 34 09.     (W)   SCALED
 QS0511* NAVD 88 ORTHO HEIGHT -   715.108 (meters)     2346.15  (feet) ADJUSTED
 QS0511  ______________________________________________________________________
 QS0511  GEOID HEIGHT    -        -20.579 (meters)                     GEOID18
 QS0511  DYNAMIC HEIGHT  -        714.968 (meters)     2345.69  (feet) COMP
 QS0511  MODELED GRAVITY -    980,398.4   (mgal)                       NAVD 88
 QS0511
 QS0511  VERT ORDER      -  FIRST     CLASS II
 QS0511
 QS0511.The horizontal coordinates were scaled from a map and have
 QS0511.an estimated accuracy of +/- 6 seconds.
 QS0511
 QS0511.The orthometric height was determined by differential leveling and
 QS0511.adjusted by the NATIONAL GEODETIC SURVEY
 QS0511.in June 1991.
 QS0511
 QS0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0511.GEOID18 height accuracy estimate available here.
 QS0511
 QS0511.Click photographs - Photos may exist for this station.
 QS0511
 QS0511.The dynamic height is computed by dividing the NAVD 88
 QS0511.geopotential number by the normal gravity value computed on the
 QS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0511.degrees latitude (g = 980.6199 gals.).
 QS0511
 QS0511.The modeled gravity was interpolated from observed gravity values.
 QS0511
 QS0511;                    North         East    Units  Estimated Accuracy
 QS0511;SPC SD N     -   140,010.      476,470.      MT  (+/- 180 meters Scaled)
 QS0511
 QS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ978953(NAD 83)
 QS0511
 QS0511                          SUPERSEDED SURVEY CONTROL
 QS0511
 QS0511  NGVD 29 (??/??/92)  714.653  (m)         2344.66   (f) ADJ UNCH    1 2
 QS0511
 QS0511.Superseded values are not recommended for survey control.
 QS0511
 QS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0511.See file dsdata.pdf to determine how the superseded data were derived.
 QS0511
 QS0511_MARKER: DB = BENCH MARK DISK
 QS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0511_STAMPING: P 20 1933
 QS0511_MARK LOGO: CGS
 QS0511_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0511+STABILITY: SURFACE MOTION
 QS0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0511+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 QS0511
 QS0511  HISTORY     - Date     Condition        Report By
 QS0511  HISTORY     - 1933     MONUMENTED       CGS
 QS0511  HISTORY     - 1934     GOOD             CGS
 QS0511  HISTORY     - 1985     GOOD             NGS
 QS0511  HISTORY     - 20120724 GOOD             INDIV
 QS0511
 QS0511                          STATION DESCRIPTION
 QS0511
 QS0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0511'4.1 MI N FROM DUPREE.
 QS0511'4.1 MILES NORTH ALONG STATE HIGHWAY 65 FROM DUPREE, ZIEBACH
 QS0511'COUNTY, ABOUT 0.2 MILE WEST OF A FARMHOUSE, AT THE INTERSECTION
 QS0511'OF A SECTION-LINE ROAD, ABOUT 132 FEET NORTH OF THE CENTER LINE
 QS0511'OF THE SECTION-LINE ROAD, ABOUT 126 FEET WEST OF THE CENTER LINE
 QS0511'OF THE HIGHWAY, AND ABOUT 107 FEET SOUTHEAST OF THE CENTER OF
 QS0511'A CURVE BETWEEN THE ROADS.  A STANDARD DISK, STAMPED P 20 1933
 QS0511'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 QS0511'ABOVE GROUND.
 QS0511
 QS0511                          STATION RECOVERY (1934)
 QS0511
 QS0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0511'RECOVERED IN GOOD CONDITION.
 QS0511
 QS0511                          STATION RECOVERY (1985)
 QS0511
 QS0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0511'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.88 KM (1.79
 QS0511'MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 QS0511'DUPREE, THENCE 3.37 KM (2.09 MI) NORTH ALONG STATE HIGHWAY 65, IN THE
 QS0511'NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, 0.12
 QS0511'KM (0.07 MI) NORTH OF MILEPOST 166, 39.0 METERS (128 FT) WEST OF THE
 QS0511'HIGHWAY CENTERLINE, 40.8 METERS (134 FT) NORTH OF THE CENTER OF THE
 QS0511'ROAD, 78.3 METERS (257 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 QS0511'6- BY 30-FOOT TRIPLE CONCRETE BOX CULVERT, 30.8 METERS (101 FT) NORTH
 QS0511'OF AN EAST-WEST FENCE FOLLOWING A SECTION LINE ROAD AND 28.2 METERS
 QS0511'(92.5 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 QS0511'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0511'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 QS0511
 QS0511                          STATION RECOVERY (2012)
 QS0511
 QS0511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0066 ***********************************************************************
 QR0066  DESIGNATION -  P 20
 QR0066  PID         -  QR0066
 QR0066  STATE/COUNTY-  SD/BROWN
 QR0066  COUNTRY     -  US
 QR0066  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0066
 QR0066                         *CURRENT SURVEY CONTROL
 QR0066  ______________________________________________________________________
 QR0066* NAD 83(1986) POSITION- 45 27 56.     (N) 098 27 14.     (W)   SCALED
 QR0066* NAVD 88 ORTHO HEIGHT -   396.965 (meters)     1302.38  (feet) ADJUSTED
 QR0066  ______________________________________________________________________
 QR0066  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 QR0066  DYNAMIC HEIGHT  -        396.939 (meters)     1302.29  (feet) COMP
 QR0066  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 QR0066
 QR0066  VERT ORDER      -  FIRST     CLASS II
 QR0066
 QR0066.The horizontal coordinates were scaled from a map and have
 QR0066.an estimated accuracy of +/- 6 seconds.
 QR0066
 QR0066.The orthometric height was determined by differential leveling and
 QR0066.adjusted by the NATIONAL GEODETIC SURVEY
 QR0066.in June 1991.
 QR0066
 QR0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0066.GEOID18 height accuracy estimate available here.
 QR0066
 QR0066.Click photographs - Photos may exist for this station.
 QR0066
 QR0066.The dynamic height is computed by dividing the NAVD 88
 QR0066.geopotential number by the normal gravity value computed on the
 QR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0066.degrees latitude (g = 980.6199 gals.).
 QR0066
 QR0066.The modeled gravity was interpolated from observed gravity values.
 QR0066
 QR0066;                    North         East    Units  Estimated Accuracy
 QR0066;SPC SD N     -   182,540.      720,900.      MT  (+/- 180 meters Scaled)
 QR0066
 QR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR426348(NAD 83)
 QR0066
 QR0066                          SUPERSEDED SURVEY CONTROL
 QR0066
 QR0066  NGVD 29 (??/??/92)  396.673  (m)         1301.42   (f) ADJ UNCH    1 2
 QR0066
 QR0066.Superseded values are not recommended for survey control.
 QR0066
 QR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0066.See file dsdata.pdf to determine how the superseded data were derived.
 QR0066
 QR0066_MARKER: DB = BENCH MARK DISK
 QR0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0066_STAMPING: P 20 1931 1301.418
 QR0066_MARK LOGO: CGS
 QR0066_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0066+STABILITY: SURFACE MOTION
 QR0066
 QR0066  HISTORY     - Date     Condition        Report By
 QR0066  HISTORY     - 1931     MONUMENTED       CGS
 QR0066  HISTORY     - 1957     POOR             CGS
 QR0066  HISTORY     - 1970     POOR             NGS
 QR0066  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0066
 QR0066                          STATION DESCRIPTION
 QR0066
 QR0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QR0066'2 MI E FROM ABERDEEN.
 QR0066'2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0066'RAILROAD FROM ABERDEEN, BROWN COUNTY, AT A ROAD CROSSING, 92.5
 QR0066'FEET SOUTH OF THE SOUTH TRACK, AND 60 FEET WEST OF THE CENTER
 QR0066'LINE OF THE ROAD.  A STANDARD DISK, STAMPED 1301.418 P 20 1931
 QR0066'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QR0066'GROUND.  NOTE-- THE MARK HOWEVER LEADING TO ONE SIDE APPEARS TO
 QR0066'HAVE BEEN HIT BY HEAVY EQUIPMENT.
 QR0066
 QR0066                          STATION RECOVERY (1970)
 QR0066
 QR0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QR0066'MARK RECOVERED IN POOR CONDITION.
 QR0066
 QR0066                          STATION RECOVERY (1997)
 QR0066
 QR0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0066'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0845 ***********************************************************************
 PT0845  DESIGNATION -  P 21
 PT0845  PID         -  PT0845
 PT0845  STATE/COUNTY-  SD/HAAKON
 PT0845  COUNTRY     -  US
 PT0845  USGS QUAD   -  RATTLESNAKE LAKE SE (2017)
 PT0845
 PT0845                         *CURRENT SURVEY CONTROL
 PT0845  ______________________________________________________________________
 PT0845* NAD 83(1986) POSITION- 44 30 35.     (N) 101 35 56.     (W)   SCALED
 PT0845* NAVD 88 ORTHO HEIGHT -   681.284 (meters)     2235.18  (feet) ADJUSTED
 PT0845  ______________________________________________________________________
 PT0845  GEOID HEIGHT    -        -21.132 (meters)                     GEOID18
 PT0845  DYNAMIC HEIGHT  -        681.121 (meters)     2234.64  (feet) COMP
 PT0845  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 PT0845
 PT0845  VERT ORDER      -  FIRST     CLASS II
 PT0845
 PT0845.The horizontal coordinates were scaled from a map and have
 PT0845.an estimated accuracy of +/- 6 seconds.
 PT0845
 PT0845.The orthometric height was determined by differential leveling and
 PT0845.adjusted by the NATIONAL GEODETIC SURVEY
 PT0845.in June 1991.
 PT0845
 PT0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0845.GEOID18 height accuracy estimate available here.
 PT0845
 PT0845.Click photographs - Photos may exist for this station.
 PT0845
 PT0845.The dynamic height is computed by dividing the NAVD 88
 PT0845.geopotential number by the normal gravity value computed on the
 PT0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0845.degrees latitude (g = 980.6199 gals.).
 PT0845
 PT0845.The modeled gravity was interpolated from observed gravity values.
 PT0845
 PT0845;                    North         East    Units  Estimated Accuracy
 PT0845;SPC SD S     -   242,560.      499,370.      MT  (+/- 180 meters Scaled)
 PT0845
 PT0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ934317(NAD 83)
 PT0845
 PT0845                          SUPERSEDED SURVEY CONTROL
 PT0845
 PT0845  NGVD 29 (??/??/92)  680.833  (m)         2233.70   (f) ADJ UNCH    1 2
 PT0845
 PT0845.Superseded values are not recommended for survey control.
 PT0845
 PT0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0845.See file dsdata.pdf to determine how the superseded data were derived.
 PT0845
 PT0845_MARKER: DB = BENCH MARK DISK
 PT0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0845_STAMPING: P 21 1933
 PT0845_MARK LOGO: CGS
 PT0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0845+STABILITY: SURFACE MOTION
 PT0845
 PT0845  HISTORY     - Date     Condition        Report By
 PT0845  HISTORY     - 1933     MONUMENTED       CGS
 PT0845  HISTORY     - 1934     GOOD             CGS
 PT0845
 PT0845                          STATION DESCRIPTION
 PT0845
 PT0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0845'7.6 MI S FROM MILESVILLE.
 PT0845'7.6 MILES NORTHEAST ALONG THE CHERRY CREEK ROAD FROM MILESVILLE,
 PT0845'HAAKON COUNTY, ABOUT 0.3 MILE EAST OF A FARMHOUSE, AT AN
 PT0845'EAST-AND-WEST HALF-SECTION LINE, AND ABOUT 112 FEET WEST OF THE
 PT0845'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED P 21 1933
 PT0845'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 11 INCHES
 PT0845'ABOVE GROUND.
 PT0845
 PT0845                          STATION RECOVERY (1934)
 PT0845
 PT0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0383 ***********************************************************************
 OS0383  DESIGNATION -  P 22
 OS0383  PID         -  OS0383
 OS0383  STATE/COUNTY-  SD/JACKSON
 OS0383  COUNTRY     -  US
 OS0383  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0383
 OS0383                         *CURRENT SURVEY CONTROL
 OS0383  ______________________________________________________________________
 OS0383* NAD 83(1986) POSITION- 43 53 38.     (N) 101 39 41.     (W)   SCALED
 OS0383* NAVD 88 ORTHO HEIGHT -   733.605 (meters)     2406.84  (feet) ADJUSTED
 OS0383  ______________________________________________________________________
 OS0383  GEOID HEIGHT    -        -21.060 (meters)                     GEOID18
 OS0383  DYNAMIC HEIGHT  -        733.374 (meters)     2406.08  (feet) COMP
 OS0383  MODELED GRAVITY -    980,280.4   (mgal)                       NAVD 88
 OS0383
 OS0383  VERT ORDER      -  FIRST     CLASS II
 OS0383
 OS0383.The horizontal coordinates were scaled from a map and have
 OS0383.an estimated accuracy of +/- 6 seconds.
 OS0383
 OS0383.The orthometric height was determined by differential leveling and
 OS0383.adjusted by the NATIONAL GEODETIC SURVEY
 OS0383.in June 1991.
 OS0383
 OS0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0383.GEOID18 height accuracy estimate available here.
 OS0383
 OS0383.Click photographs - Photos may exist for this station.
 OS0383
 OS0383.The dynamic height is computed by dividing the NAVD 88
 OS0383.geopotential number by the normal gravity value computed on the
 OS0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0383.degrees latitude (g = 980.6199 gals.).
 OS0383
 OS0383.The modeled gravity was interpolated from observed gravity values.
 OS0383
 OS0383;                    North         East    Units  Estimated Accuracy
 OS0383;SPC SD S     -   174,220.      493,310.      MT  (+/- 180 meters Scaled)
 OS0383
 OS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP862635(NAD 83)
 OS0383
 OS0383                          SUPERSEDED SURVEY CONTROL
 OS0383
 OS0383.No superseded survey control is available for this station.
 OS0383
 OS0383_MARKER: DB = BENCH MARK DISK
 OS0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0383_SP_SET: BRIDGE
 OS0383_STAMPING: P 22 1933
 OS0383_MARK LOGO: CGS
 OS0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0383
 OS0383  HISTORY     - Date     Condition        Report By
 OS0383  HISTORY     - 1933     MONUMENTED       CGS
 OS0383  HISTORY     - 1962     MARK NOT FOUND   CGS
 OS0383
 OS0383                          STATION DESCRIPTION
 OS0383
 OS0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0383'10.2 MI S FROM PHILIP.
 OS0383'IN JACKSON COUNTY, 5.5 MILES SOUTH ALONG U.S. HIGHWAY 14 FROM
 OS0383'PHILIP, HAAKON COUNTY, 4.7 MILES SOUTH ALONG U.S. HIGHWAY 16,
 OS0383'0.4 MILE SOUTH OF A JOG IN THE HIGHWAY, AT A CONCRETE BRIDGE OVER
 OS0383'A SMALL WINDING CREEK, AND IN THE TOP OF THE SOUTH END OF THE
 OS0383'WEST GUARDRAIL.  A STANDARD DISK, STAMPED P 22 1933.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0608 ***********************************************************************
 OS0608  DESIGNATION -  P 23
 OS0608  PID         -  OS0608
 OS0608  STATE/COUNTY-  SD/JACKSON
 OS0608  COUNTRY     -  US
 OS0608  USGS QUAD   -  WANBLEE NE (2017)
 OS0608
 OS0608                         *CURRENT SURVEY CONTROL
 OS0608  ______________________________________________________________________
 OS0608* NAD 83(1986) POSITION- 43 44 07.88   (N) 101 32 10.36   (W)   HD_HELD1
 OS0608* NAVD 88 ORTHO HEIGHT -   698.685 (meters)     2292.27  (feet) ADJUSTED
 OS0608  ______________________________________________________________________
 OS0608  GEOID HEIGHT    -        -21.447 (meters)                     GEOID18
 OS0608  DYNAMIC HEIGHT  -        698.455 (meters)     2291.51  (feet) COMP
 OS0608  MODELED GRAVITY -    980,267.5   (mgal)                       NAVD 88
 OS0608
 OS0608  VERT ORDER      -  SECOND    CLASS 0
 OS0608
 OS0608.The horizontal coordinates were determined by differentially corrected
 OS0608.hand held GPS observations or other comparable positioning techniques
 OS0608.and have an estimated accuracy of +/- 3 meters.
 OS0608
 OS0608.The orthometric height was determined by differential leveling and
 OS0608.adjusted by the NATIONAL GEODETIC SURVEY
 OS0608.in June 1991.
 OS0608
 OS0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0608.GEOID18 height accuracy estimate available here.
 OS0608
 OS0608.Click photographs - Photos may exist for this station.
 OS0608
 OS0608.The dynamic height is computed by dividing the NAVD 88
 OS0608.geopotential number by the normal gravity value computed on the
 OS0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0608.degrees latitude (g = 980.6199 gals.).
 OS0608
 OS0608.The modeled gravity was interpolated from observed gravity values.
 OS0608
 OS0608;                    North         East    Units  Estimated Accuracy
 OS0608;SPC SD S     -   156,473.0     503,106.4     MT  (+/- 3 meters HH1 GPS) 
 OS0608
 OS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9575745624(NAD 83)
 OS0608
 OS0608                          SUPERSEDED SURVEY CONTROL
 OS0608
 OS0608  NGVD 29 (??/??/92)  698.236  (m)         2290.80   (f) ADJ UNCH    2 0
 OS0608
 OS0608.Superseded values are not recommended for survey control.
 OS0608
 OS0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0608.See file dsdata.pdf to determine how the superseded data were derived.
 OS0608
 OS0608_MARKER: DB = BENCH MARK DISK
 OS0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0608_STAMPING: P 23 1934
 OS0608_MARK LOGO: CGS
 OS0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0608+STABILITY: SURFACE MOTION
 OS0608
 OS0608  HISTORY     - Date     Condition        Report By
 OS0608  HISTORY     - 1934     MONUMENTED       CGS
 OS0608  HISTORY     - 1938     GOOD             CGS
 OS0608
 OS0608                          STATION DESCRIPTION
 OS0608
 OS0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0608'8.3 MI S FROM KADOKA.
 OS0608'IN WASHABAUGH COUNTY, 8.3 MILES SOUTH ALONG STATE HIGHWAY 73
 OS0608'FROM KADOKA, JACKSON COUNTY, 0.5 MILE DUE EAST OF A FARMHOUSE,
 OS0608'SOUTHWEST OF THE BRIDGE OVER WHITE RIVER, 42 FEET SOUTHEAST OF
 OS0608'THE CENTERLINE OF THE HIGHWAY, AND 4 FEET WEST OF A
 OS0608'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED P 23 1934 AND
 OS0608'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1639 ***********************************************************************
 PU1639  DESIGNATION -  P 24
 PU1639  PID         -  PU1639
 PU1639  STATE/COUNTY-  SD/MEADE
 PU1639  COUNTRY     -  US
 PU1639  USGS QUAD   -  STURGIS (2017)
 PU1639
 PU1639                         *CURRENT SURVEY CONTROL
 PU1639  ______________________________________________________________________
 PU1639* NAD 83(1986) POSITION- 44 24 48.     (N) 103 30 53.     (W)   SCALED
 PU1639* NAVD 88 ORTHO HEIGHT -  1052.042 (meters)     3451.57  (feet) ADJUSTED
 PU1639  ______________________________________________________________________
 PU1639  GEOID HEIGHT    -        -15.251 (meters)                     GEOID18
 PU1639  DYNAMIC HEIGHT  -       1051.702 (meters)     3450.46  (feet) COMP
 PU1639  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 PU1639
 PU1639  VERT ORDER      -  FIRST     CLASS II
 PU1639
 PU1639.The horizontal coordinates were scaled from a map and have
 PU1639.an estimated accuracy of +/- 6 seconds.
 PU1639
 PU1639.The orthometric height was determined by differential leveling and
 PU1639.adjusted by the NATIONAL GEODETIC SURVEY
 PU1639.in June 1991.
 PU1639
 PU1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1639.GEOID18 height accuracy estimate available here.
 PU1639
 PU1639.Click photographs - Photos may exist for this station.
 PU1639
 PU1639.The dynamic height is computed by dividing the NAVD 88
 PU1639.geopotential number by the normal gravity value computed on the
 PU1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1639.degrees latitude (g = 980.6199 gals.).
 PU1639
 PU1639.The modeled gravity was interpolated from observed gravity values.
 PU1639
 PU1639;                    North         East    Units  Estimated Accuracy
 PU1639;SPC SD N     -    70,530.      320,150.      MT  (+/- 180 meters Scaled)
 PU1639
 PU1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK182188(NAD 83)
 PU1639
 PU1639                          SUPERSEDED SURVEY CONTROL
 PU1639
 PU1639  NGVD 29 (??/??/92) 1051.522  (m)         3449.87   (f) ADJ UNCH    1 2
 PU1639
 PU1639.Superseded values are not recommended for survey control.
 PU1639
 PU1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1639.See file dsdata.pdf to determine how the superseded data were derived.
 PU1639
 PU1639_MARKER: DB = BENCH MARK DISK
 PU1639_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PU1639_SP_SET: LANDING
 PU1639_STAMPING: P 24 1934
 PU1639_MARK LOGO: CGS
 PU1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1639
 PU1639  HISTORY     - Date     Condition        Report By
 PU1639  HISTORY     - 1934     MONUMENTED       CGS
 PU1639  HISTORY     - 1962     GOOD             CGS
 PU1639  HISTORY     - 1968     MARK NOT FOUND   CGS
 PU1639  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1639
 PU1639                          STATION DESCRIPTION
 PU1639
 PU1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1639'0.6 MI E FROM STURGIS.
 PU1639'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 14 A FROM THE CHICAGO AND
 PU1639'NORTH WESTERN RAILWAY STATION AT STURGIS, AT THE MEADE COUNTY
 PU1639'COURTHOUSE, 174 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU1639'139 FEET WEST OF THE CENTER LINE OF 4TH STREET, AT THE NORTHEAST
 PU1639'ENTRANCE TO THE COURTHOUSE, 7 1/2 FEET NORTHWEST OF THE CENTER OF
 PU1639'THE NORTHEAST ENTRANCE, 5 INCHES NORTHEAST OF THE NORTHEAST FACE
 PU1639'OF THE BUILDING, ABOUT 4 INCHES ABOVE THE LEVEL OF THE GROUND,
 PU1639'AND SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE LANDING.
 PU1639
 PU1639                          STATION RECOVERY (1968)
 PU1639
 PU1639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 PU1639'MARK NOT FOUND.
 PU1639
 PU1639                          STATION RECOVERY (1991)
 PU1639
 PU1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1639'THE COURTHOUSE HAS BEEN REPLACED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1800 ***********************************************************************
 PU1800  DESIGNATION -  P 25
 PU1800  PID         -  PU1800
 PU1800  STATE/COUNTY-  SD/BUTTE
 PU1800  COUNTRY     -  US
 PU1800  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1800
 PU1800                         *CURRENT SURVEY CONTROL
 PU1800  ______________________________________________________________________
 PU1800* NAD 83(1986) POSITION- 44 56 16.     (N) 103 46 22.     (W)   SCALED
 PU1800* NAVD 88 ORTHO HEIGHT -   970.228 (meters)     3183.16  (feet) ADJUSTED
 PU1800  ______________________________________________________________________
 PU1800  GEOID HEIGHT    -        -15.917 (meters)                     GEOID18
 PU1800  DYNAMIC HEIGHT  -        969.987 (meters)     3182.37  (feet) COMP
 PU1800  MODELED GRAVITY -    980,334.4   (mgal)                       NAVD 88
 PU1800
 PU1800  VERT ORDER      -  FIRST     CLASS II
 PU1800
 PU1800.The horizontal coordinates were scaled from a map and have
 PU1800.an estimated accuracy of +/- 6 seconds.
 PU1800
 PU1800.The orthometric height was determined by differential leveling and
 PU1800.adjusted by the NATIONAL GEODETIC SURVEY
 PU1800.in June 1991.
 PU1800
 PU1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1800.GEOID18 height accuracy estimate available here.
 PU1800
 PU1800.Click photographs - Photos may exist for this station.
 PU1800
 PU1800.The dynamic height is computed by dividing the NAVD 88
 PU1800.geopotential number by the normal gravity value computed on the
 PU1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1800.degrees latitude (g = 980.6199 gals.).
 PU1800
 PU1800.The modeled gravity was interpolated from observed gravity values.
 PU1800
 PU1800;                    North         East    Units  Estimated Accuracy
 PU1800;SPC SD N     -   129,670.      302,330.      MT  (+/- 180 meters Scaled)
 PU1800
 PU1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK968767(NAD 83)
 PU1800
 PU1800                          SUPERSEDED SURVEY CONTROL
 PU1800
 PU1800  NGVD 29 (??/??/92)  969.745  (m)         3181.57   (f) ADJ UNCH    1 2
 PU1800
 PU1800.Superseded values are not recommended for survey control.
 PU1800
 PU1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1800.See file dsdata.pdf to determine how the superseded data were derived.
 PU1800
 PU1800_MARKER: DB = BENCH MARK DISK
 PU1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1800_STAMPING: P 25 1934
 PU1800_MARK LOGO: CGS
 PU1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1800+STABILITY: SURFACE MOTION
 PU1800
 PU1800  HISTORY     - Date     Condition        Report By
 PU1800  HISTORY     - 1934     MONUMENTED       CGS
 PU1800  HISTORY     - 1962     GOOD             CGS
 PU1800
 PU1800                          STATION DESCRIPTION
 PU1800
 PU1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1800'19.9 MI N FROM BELLE FOURCHE.
 PU1800'ABOUT 19.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1800'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1800'33, T 12 N, R 3 E, IN LINE WITH AN EAST-WEST FENCE LINE, 46 FEET
 PU1800'EAST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET WEST OF A
 PU1800'FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PU1800'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1800'POST PROJECTING 2-INCHES.  NOTE-- THIS MARK IS ALSO THE
 PU1800'AZIMUTH FOR HILDERBRAND 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0346 ***********************************************************************
 QT0346  DESIGNATION -  P 26
 QT0346  PID         -  QT0346
 QT0346  STATE/COUNTY-  SD/HARDING
 QT0346  COUNTRY     -  US
 QT0346  USGS QUAD   -  BUFFALO (2017)
 QT0346
 QT0346                         *CURRENT SURVEY CONTROL
 QT0346  ______________________________________________________________________
 QT0346* NAD 83(1986) POSITION- 45 32 41.     (N) 103 32 45.     (W)   SCALED
 QT0346* NAVD 88 ORTHO HEIGHT -   895.740 (meters)     2938.77  (feet) ADJUSTED
 QT0346  ______________________________________________________________________
 QT0346  GEOID HEIGHT    -        -16.006 (meters)                     GEOID18
 QT0346  DYNAMIC HEIGHT  -        895.595 (meters)     2938.30  (feet) COMP
 QT0346  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 QT0346
 QT0346  VERT ORDER      -  FIRST     CLASS II
 QT0346
 QT0346.The horizontal coordinates were scaled from a map and have
 QT0346.an estimated accuracy of +/- 6 seconds.
 QT0346
 QT0346.The orthometric height was determined by differential leveling and
 QT0346.adjusted by the NATIONAL GEODETIC SURVEY
 QT0346.in June 1991.
 QT0346
 QT0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0346.GEOID18 height accuracy estimate available here.
 QT0346
 QT0346.Click photographs - Photos may exist for this station.
 QT0346
 QT0346.The dynamic height is computed by dividing the NAVD 88
 QT0346.geopotential number by the normal gravity value computed on the
 QT0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0346.degrees latitude (g = 980.6199 gals.).
 QT0346
 QT0346.The modeled gravity was interpolated from observed gravity values.
 QT0346
 QT0346;                    North         East    Units  Estimated Accuracy
 QT0346;SPC SD N     -   196,240.      323,180.      MT  (+/- 180 meters Scaled)
 QT0346
 QT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL135444(NAD 83)
 QT0346
 QT0346                          SUPERSEDED SURVEY CONTROL
 QT0346
 QT0346  NGVD 29 (??/??/92)  895.253  (m)         2937.18   (f) ADJ UNCH    1 2
 QT0346
 QT0346.Superseded values are not recommended for survey control.
 QT0346
 QT0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0346.See file dsdata.pdf to determine how the superseded data were derived.
 QT0346
 QT0346_MARKER: DB = BENCH MARK DISK
 QT0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0346_STAMPING: P 26 1934
 QT0346_MARK LOGO: CGS
 QT0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0346+STABILITY: SURFACE MOTION
 QT0346
 QT0346  HISTORY     - Date     Condition        Report By
 QT0346  HISTORY     - 1934     MONUMENTED       CGS
 QT0346  HISTORY     - 1971     MARK NOT FOUND   NGS
 QT0346
 QT0346                          STATION DESCRIPTION
 QT0346
 QT0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0346'2.3 MI S FROM BUFFALO.
 QT0346'2.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0346'COUNTY, ABOUT 135 FEET NORTHWEST OF A SMALL IRON CULVERT, AND 71
 QT0346'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QT0346'STAMPED P 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0346
 QT0346                          STATION RECOVERY (1971)
 QT0346
 QT0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QT0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0377 ***********************************************************************
 QR0377  DESIGNATION -  P 27
 QR0377  PID         -  QR0377
 QR0377  STATE/COUNTY-  SD/WALWORTH
 QR0377  COUNTRY     -  US
 QR0377  USGS QUAD   -  JAVA SE (2017)
 QR0377
 QR0377                         *CURRENT SURVEY CONTROL
 QR0377  ______________________________________________________________________
 QR0377* NAD 83(1986) POSITION- 45 30 07.     (N) 099 49 46.     (W)   SCALED
 QR0377* NAVD 88 ORTHO HEIGHT -   650.443 (meters)     2134.00  (feet) ADJUSTED
 QR0377  ______________________________________________________________________
 QR0377  GEOID HEIGHT    -        -22.526 (meters)                     GEOID18
 QR0377  DYNAMIC HEIGHT  -        650.370 (meters)     2133.76  (feet) COMP
 QR0377  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 QR0377
 QR0377  VERT ORDER      -  FIRST     CLASS II
 QR0377
 QR0377.The horizontal coordinates were scaled from a map and have
 QR0377.an estimated accuracy of +/- 6 seconds.
 QR0377
 QR0377.The orthometric height was determined by differential leveling and
 QR0377.adjusted by the NATIONAL GEODETIC SURVEY
 QR0377.in June 1991.
 QR0377
 QR0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0377.GEOID18 height accuracy estimate available here.
 QR0377
 QR0377.Click photographs - Photos may exist for this station.
 QR0377
 QR0377.The dynamic height is computed by dividing the NAVD 88
 QR0377.geopotential number by the normal gravity value computed on the
 QR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0377.degrees latitude (g = 980.6199 gals.).
 QR0377
 QR0377.The modeled gravity was interpolated from observed gravity values.
 QR0377
 QR0377;                    North         East    Units  Estimated Accuracy
 QR0377;SPC SD N     -   185,440.      613,330.      MT  (+/- 180 meters Scaled)
 QR0377
 QR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR352390(NAD 83)
 QR0377
 QR0377                          SUPERSEDED SURVEY CONTROL
 QR0377
 QR0377  NGVD 29 (??/??/92)  650.05   (m)         2132.7    (f) COMPUTED    1 2
 QR0377
 QR0377.Superseded values are not recommended for survey control.
 QR0377
 QR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0377.See file dsdata.pdf to determine how the superseded data were derived.
 QR0377
 QR0377_MARKER: DB = BENCH MARK DISK
 QR0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0377_STAMPING: P 27 1934
 QR0377_MARK LOGO: CGS
 QR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0377+STABILITY: SURFACE MOTION
 QR0377
 QR0377  HISTORY     - Date     Condition        Report By
 QR0377  HISTORY     - 1934     MONUMENTED       CGS
 QR0377  HISTORY     - 1974     MARK NOT FOUND   NGS
 QR0377
 QR0377                          STATION DESCRIPTION
 QR0377
 QR0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0377'3 MI E FROM JAVA.
 QR0377'ABOUT 3.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0377'AND PACIFIC RAILROAD FROM JAVA, WALWORTH COUNTY, ABOUT 50 YARDS
 QR0377'SOUTHEAST OF MILEPOST 67, AT A DIM-ROAD CROSSING, 45 FEET
 QR0377'SOUTHEAST OF THE ROAD, 42 FEET SOUTHWEST OF THE CENTER LINE OF
 QR0377'THE TRACK, AND 12 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 QR0377'STANDARD DISK, STAMPED P 27 1934 AND SET IN THE TOP OF A CONCRETE
 QR0377'POST.
 QR0377
 QR0377                          STATION RECOVERY (1974)
 QR0377
 QR0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0325 ***********************************************************************
 QS0325  DESIGNATION -  P 28
 QS0325  PID         -  QS0325
 QS0325  STATE/COUNTY-  SD/CORSON
 QS0325  COUNTRY     -  US
 QS0325  USGS QUAD   -  WAKPALA SE (2017)
 QS0325
 QS0325                         *CURRENT SURVEY CONTROL
 QS0325  ______________________________________________________________________
 QS0325* NAD 83(1986) POSITION- 45 36 01.79   (N) 100 33 14.82   (W)   HD_HELD1
 QS0325* NAVD 88 ORTHO HEIGHT -   481.786 (meters)     1580.66  (feet) ADJUSTED
 QS0325  ______________________________________________________________________
 QS0325  GEOID HEIGHT    -        -21.614 (meters)                     GEOID18
 QS0325  DYNAMIC HEIGHT  -        481.749 (meters)     1580.54  (feet) COMP
 QS0325  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 QS0325
 QS0325  VERT ORDER      -  FIRST     CLASS II
 QS0325
 QS0325.The horizontal coordinates were determined by differentially corrected
 QS0325.hand held GPS observations or other comparable positioning techniques
 QS0325.and have an estimated accuracy of +/- 3 meters.
 QS0325
 QS0325.The orthometric height was determined by differential leveling and
 QS0325.adjusted by the NATIONAL GEODETIC SURVEY
 QS0325.in June 1991.
 QS0325
 QS0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0325.GEOID18 height accuracy estimate available here.
 QS0325
 QS0325.Click photographs - Photos may exist for this station.
 QS0325
 QS0325.The dynamic height is computed by dividing the NAVD 88
 QS0325.geopotential number by the normal gravity value computed on the
 QS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0325.degrees latitude (g = 980.6199 gals.).
 QS0325
 QS0325.The modeled gravity was interpolated from observed gravity values.
 QS0325
 QS0325;                    North         East    Units  Estimated Accuracy
 QS0325;SPC SD N     -   196,525.3     556,769.4     MT  (+/- 3 meters HH1 GPS) 
 QS0325
 QS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7879850836(NAD 83)
 QS0325
 QS0325                          SUPERSEDED SURVEY CONTROL
 QS0325
 QS0325  NGVD 29 (??/??/92)  481.417  (m)         1579.45   (f) ADJ UNCH    1 2
 QS0325
 QS0325.Superseded values are not recommended for survey control.
 QS0325
 QS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0325.See file dsdata.pdf to determine how the superseded data were derived.
 QS0325
 QS0325_MARKER: DB = BENCH MARK DISK
 QS0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0325_STAMPING: P 28 1934
 QS0325_MARK LOGO: CGS
 QS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0325+STABILITY: SURFACE MOTION
 QS0325
 QS0325  HISTORY     - Date     Condition        Report By
 QS0325  HISTORY     - 1934     MONUMENTED       CGS
 QS0325
 QS0325                          STATION DESCRIPTION
 QS0325
 QS0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0325'6 MI W FROM MOREAU JUNCTION.
 QS0325'ABOUT 6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0325'PACIFIC RAILROAD FROM MOREAU JUNCTION, CORSON COUNTY, ABOUT 54
 QS0325'YARDS NORTHWEST OF MILEPOST 6, AND ABOUT 50 FEET NORTH OF THE
 QS0325'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED P 28 1934 AND
 QS0325'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 USGS REPORT --
 QS0325'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD HAS BEEN
 QS0325'MOVED ABOVE THE OAHE RESERVOIR.  MOREAU JUNCTION NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0208 ***********************************************************************
 QT0208  DESIGNATION -  P 29
 QT0208  PID         -  QT0208
 QT0208  STATE/COUNTY-  SD/PERKINS
 QT0208  COUNTRY     -  US
 QT0208  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 QT0208
 QT0208                         *CURRENT SURVEY CONTROL
 QT0208  ______________________________________________________________________
 QT0208* NAD 83(1986) POSITION- 45 31 46.     (N) 102 35 47.     (W)   SCALED
 QT0208* NAVD 88 ORTHO HEIGHT -   834.767 (meters)     2738.73  (feet) ADJUSTED
 QT0208  ______________________________________________________________________
 QT0208  GEOID HEIGHT    -        -17.857 (meters)                     GEOID18
 QT0208  DYNAMIC HEIGHT  -        834.634 (meters)     2738.30  (feet) COMP
 QT0208  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 QT0208
 QT0208  VERT ORDER      -  FIRST     CLASS II
 QT0208
 QT0208.The horizontal coordinates were scaled from a map and have
 QT0208.an estimated accuracy of +/- 6 seconds.
 QT0208
 QT0208.The orthometric height was determined by differential leveling and
 QT0208.adjusted by the NATIONAL GEODETIC SURVEY
 QT0208.in June 1991.
 QT0208
 QT0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0208.GEOID18 height accuracy estimate available here.
 QT0208
 QT0208.Click photographs - Photos may exist for this station.
 QT0208
 QT0208.The dynamic height is computed by dividing the NAVD 88
 QT0208.geopotential number by the normal gravity value computed on the
 QT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0208.degrees latitude (g = 980.6199 gals.).
 QT0208
 QT0208.The modeled gravity was interpolated from observed gravity values.
 QT0208
 QT0208;                    North         East    Units  Estimated Accuracy
 QT0208;SPC SD N     -   191,730.      397,220.      MT  (+/- 180 meters Scaled)
 QT0208
 QT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL876445(NAD 83)
 QT0208
 QT0208                          SUPERSEDED SURVEY CONTROL
 QT0208
 QT0208  NGVD 29 (??/??/92)  834.312  (m)         2737.24   (f) ADJ UNCH    1 2
 QT0208
 QT0208.Superseded values are not recommended for survey control.
 QT0208
 QT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0208.See file dsdata.pdf to determine how the superseded data were derived.
 QT0208
 QT0208_MARKER: DB = BENCH MARK DISK
 QT0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0208_STAMPING: P 29 1934
 QT0208_MARK LOGO: CGS
 QT0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0208+STABILITY: SURFACE MOTION
 QT0208
 QT0208  HISTORY     - Date     Condition        Report By
 QT0208  HISTORY     - 1934     MONUMENTED       CGS
 QT0208  HISTORY     - 1941     GOOD             CGS
 QT0208  HISTORY     - 1980     MARK NOT FOUND   USGS
 QT0208  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0208
 QT0208                          STATION DESCRIPTION
 QT0208
 QT0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0208'6.3 MI W FROM BISON.
 QT0208'6.3 MILES WEST ALONG STATE HIGHWAY 8 FROM BISON, PERKINS COUNTY,
 QT0208'ABOUT 1/8 MILE EAST OF A CROSSROAD, 38 FEET SOUTH OF THE CENTERLINE
 QT0208'OF THE HIGHWAY, AND 10 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 QT0208'A STANDARD DISK, STAMPED P 29 1934 AND SET IN THE TOP OF A
 QT0208'CONCRETE POST.
 QT0208
 QT0208                          STATION RECOVERY (1980)
 QT0208
 QT0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0208'STATE HIGHWAY 8, REFERRED TO IN ORIGINAL DESCRIPTION, IS NOW STATE
 QT0208'HIGHWAY 20.
 QT0208
 QT0208                          STATION RECOVERY (1999)
 QT0208
 QT0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0208'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0059 ***********************************************************************
 QS0059  DESIGNATION -  P 294
 QS0059  PID         -  QS0059
 QS0059  STATE/COUNTY-  SD/CAMPBELL
 QS0059  COUNTRY     -  US
 QS0059  USGS QUAD   -  HERREID (2017)
 QS0059
 QS0059                         *CURRENT SURVEY CONTROL
 QS0059  ______________________________________________________________________
 QS0059* NAD 83(1986) POSITION- 45 49 09.8    (N) 100 04 09.9    (W)   HD_HELD2
 QS0059* NAVD 88 ORTHO HEIGHT -   512.796 (meters)     1682.40  (feet) ADJUSTED
 QS0059  ______________________________________________________________________
 QS0059  GEOID HEIGHT    -        -22.170 (meters)                     GEOID18
 QS0059  DYNAMIC HEIGHT  -        512.765 (meters)     1682.30  (feet) COMP
 QS0059  MODELED GRAVITY -    980,539.2   (mgal)                       NAVD 88
 QS0059
 QS0059  VERT ORDER      -  FIRST     CLASS II
 QS0059
 QS0059.The horizontal coordinates were established by autonomous hand held GPS
 QS0059.observations and have an estimated accuracy of +/- 10 meters.
 QS0059
 QS0059.The orthometric height was determined by differential leveling and
 QS0059.adjusted by the NATIONAL GEODETIC SURVEY
 QS0059.in July 1998.
 QS0059
 QS0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0059.GEOID18 height accuracy estimate available here.
 QS0059
 QS0059.Click photographs - Photos may exist for this station.
 QS0059
 QS0059.The dynamic height is computed by dividing the NAVD 88
 QS0059.geopotential number by the normal gravity value computed on the
 QS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0059.degrees latitude (g = 980.6199 gals.).
 QS0059
 QS0059.The modeled gravity was interpolated from observed gravity values.
 QS0059
 QS0059;                    North         East    Units  Estimated Accuracy
 QS0059;SPC SD N     -   220,709.      594,605.      MT  (+/- 10 meters HH2 GPS)
 QS0059
 QS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1692374536(NAD 83)
 QS0059
 QS0059                          SUPERSEDED SURVEY CONTROL
 QS0059
 QS0059  NAVD 88 (06/15/91)  512.791  (m)         1682.38   (f) SUPERSEDED  1 2
 QS0059  NGVD 29 (??/??/92)  512.417  (m)         1681.15   (f) ADJ UNCH    1 2
 QS0059
 QS0059.Superseded values are not recommended for survey control.
 QS0059
 QS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0059.See file dsdata.pdf to determine how the superseded data were derived.
 QS0059
 QS0059_MARKER: DB = BENCH MARK DISK
 QS0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0059_SP_SET: WINGWALL
 QS0059_STAMPING: P 294 1940
 QS0059_MARK LOGO: CGS
 QS0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0059+STABILITY: SURFACE MOTION
 QS0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0059+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 QS0059
 QS0059  HISTORY     - Date     Condition        Report By
 QS0059  HISTORY     - 1940     MONUMENTED       CGS
 QS0059  HISTORY     - 19961023 GOOD             NGS
 QS0059
 QS0059                          STATION DESCRIPTION
 QS0059
 QS0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0059'1 MI S FROM HERREID.
 QS0059'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE MINNEAPOLIS,
 QS0059'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION AT HERREID,
 QS0059'CAMPBELL COUNTY, ABOUT 121.2 FEET SOUTH OF THE CENTER LINE OF A
 QS0059'FARM ROAD, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT A
 QS0059'CONCRETE BRIDGE, IN THE TOP OF THE NORTHWEST WING WALL, AND 1.1
 QS0059'FEET SOUTH OF A WHITE POST.  A STANDARD DISK, STAMPED P 294
 QS0059'1940.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULTE STE. MARIE
 QS0059'RAILROAD IS NOW THE SOO LINE RAILROAD.
 QS0059
 QS0059                          STATION RECOVERY (1996)
 QS0059
 QS0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0059'1.7 KM (1.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0059'IN HERREID, IN THE NORTHWEST WINGWALL OF A HIGHWAY BRIDGE SPANNING
 QS0059'SPRING CREEK, 5.8 M (19.0 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 QS0059'CENTERLINE, 4.8 M (15.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 QS0059'WINGWALL, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0528 ***********************************************************************
 PS0528  DESIGNATION -  P 295
 PS0528  PID         -  PS0528
 PS0528  STATE/COUNTY-  SD/HUGHES
 PS0528  COUNTRY     -  US
 PS0528  USGS QUAD   -  BLUNT SE (2017)
 PS0528
 PS0528                         *CURRENT SURVEY CONTROL
 PS0528  ______________________________________________________________________
 PS0528* NAD 83(1996) POSITION- 44 31 30.51447(N) 099 47 04.63548(W)   ADJUSTED
 PS0528* NAVD 88 ORTHO HEIGHT -   543.413 (meters)     1782.85  (feet) ADJUSTED
 PS0528  ______________________________________________________________________
 PS0528  GEOID HEIGHT    -        -23.563 (meters)                     GEOID18
 PS0528  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 PS0528  DYNAMIC HEIGHT  -        543.307 (meters)     1782.50  (feet) COMP
 PS0528  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 PS0528
 PS0528  HORZ ORDER      -  SECOND
 PS0528  VERT ORDER      -  FIRST     CLASS II
 PS0528
 PS0528.The horizontal coordinates were established by classical geodetic methods
 PS0528.and adjusted by the National Geodetic Survey in January 1998.
 PS0528
 PS0528.The orthometric height was determined by differential leveling and
 PS0528.adjusted by the NATIONAL GEODETIC SURVEY
 PS0528.in October 1997.
 PS0528
 PS0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0528.GEOID18 height accuracy estimate available here.
 PS0528
 PS0528.Click photographs - Photos may exist for this station.
 PS0528
 PS0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0528
 PS0528.The dynamic height is computed by dividing the NAVD 88
 PS0528.geopotential number by the normal gravity value computed on the
 PS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0528.degrees latitude (g = 980.6199 gals.).
 PS0528
 PS0528.The modeled gravity was interpolated from observed gravity values.
 PS0528
 PS0528. The following values were computed from the NAD 83(1996) position.
 PS0528
 PS0528;                    North         East     Units Scale Factor Converg.
 PS0528;SPC SD S     -   243,649.968   643,621.187   MT  1.00003230   +0 22 42.7
 PS0528;SPC SD S     -   799,374.94  2,111,613.84   sFT  1.00003230   +0 22 42.7
 PS0528;UTM  14      - 4,930,501.366   437,651.175   MT  0.99964780   -0 33 00.8
 PS0528
 PS0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0528!SPC SD S     -   0.99991850  x   1.00003230  =   0.99995079
 PS0528!UTM  14      -   0.99991850  x   0.99964780  =   0.99956633
 PS0528
 PS0528:                Primary Azimuth Mark                     Grid Az
 PS0528:SPC SD S     -  HARROLD AZ MK 2                          073 23 41.4
 PS0528:UTM  14      -  HARROLD AZ MK 2                          074 19 24.9
 PS0528
 PS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3765130501(NAD 83)
 PS0528
 PS0528|---------------------------------------------------------------------|
 PS0528| PID    Reference Object                     Distance      Geod. Az  |
 PS0528|                                                           dddmmss.s |
 PS0528| PS0740 HARROLD AZ MK 2                     APPROX. 0.8 KM 0734624.1 |
 PS0528| PS0571 HARROLD                              14.397 METERS 09224     |
 PS0528|---------------------------------------------------------------------|
 PS0528
 PS0528                          SUPERSEDED SURVEY CONTROL
 PS0528
 PS0528  NAD 83(1986)-  44 31 30.51065(N)    099 47 04.64037(W) AD(       ) 2
 PS0528  NAD 27      -  44 31 30.56000(N)    099 47 03.21200(W) AD(       ) 2
 PS0528  NAVD 88 (06/15/91)  543.387  (m)         1782.76   (f) SUPERSEDED  1 2
 PS0528  NGVD 29 (??/??/92)  543.028  (m)         1781.58   (f) ADJ UNCH    1 2
 PS0528  NGVD 29             543.03   (m)         1781.6    (f) LEVELING    3  
 PS0528
 PS0528.Superseded values are not recommended for survey control.
 PS0528
 PS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0528.See file dsdata.pdf to determine how the superseded data were derived.
 PS0528
 PS0528_MARKER: DB = BENCH MARK DISK
 PS0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0528_STAMPING: P 295 1940
 PS0528_MARK LOGO: CGS
 PS0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0528+STABILITY: SURFACE MOTION
 PS0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0528+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 PS0528
 PS0528  HISTORY     - Date     Condition        Report By
 PS0528  HISTORY     - 1940     MONUMENTED       CGS
 PS0528  HISTORY     - 1951     GOOD             CGS
 PS0528  HISTORY     - 19941129 GOOD             NGS
 PS0528  HISTORY     - 20120514 GOOD             INDIV
 PS0528
 PS0528                          STATION DESCRIPTION
 PS0528
 PS0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0528'2.2 MI W FROM HARROLD.
 PS0528'ABOUT 2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0528'FROM THE STATION AT HARROLD, HUGHES COUNTY, AT A SECTION-LINE
 PS0528'ROAD CROSSING, 98.4 FEET NORTH OF THE NORTH RAIL, 50.5 FEET
 PS0528'EAST OF THE CENTER LINE OF THE ROAD, AND 0.5 FOOT EAST OF A
 PS0528'WHITE REFERENCE POST.  A STANDARD DISK, STAMPED P 295 1940 AND
 PS0528'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 PS0528'ABOVE GROUND.
 PS0528
 PS0528                          STATION RECOVERY (1951)
 PS0528
 PS0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PS0528'BENCH MARK P- 295 IS 98 FEET NORTH OF THE NORTH RAIL OF THE
 PS0528'RAILROAD AND 50 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
 PS0528'THE DISK IS SET IN A 6 X 6 INCH SQUARE CONCRETE POST WHICH
 PS0528'PROJECTS 1 INCH AND THE DISK IS STAMPED P 295 1940.
 PS0528'
 PS0528'TO REACH FROM THE POST OFFICE IN HARROLD, GO NORTH 0.3 MILE
 PS0528'TO HIGHWAY 14, CONTINUE WEST ON HIGHWAY FOR 0.05 MILE, TURN LEFT
 PS0528'(SOUTH) 0.1 MILE TO THE RAILROAD AND STATION HARROLD ON THE LEFT.
 PS0528
 PS0528                          STATION RECOVERY (1994)
 PS0528
 PS0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0528'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0528'BLUNT, THENCE 16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 PS0528'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK ROAD, 30.4 M (99.7 FT)
 PS0528'WEST OF HARROLD REFERENCE MARK 1, 30.0 M (98.4 FT) NORTH OF THE NEAR
 PS0528'RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 14.3 M (46.9 FT)
 PS0528'WEST OF TRIANGULATION HAROLD, 13.7 M (44.9 FT) EAST OF THE ROAD
 PS0528'CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, 0.1 M (0.3 FT)
 PS0528'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PS0528'SURFACE.
 PS0528
 PS0528                          STATION RECOVERY (2012)
 PS0528
 PS0528'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0550 ***********************************************************************
 OR0550  DESIGNATION -  P 296
 OR0550  PID         -  OR0550
 OR0550  STATE/COUNTY-  SD/GREGORY
 OR0550  COUNTRY     -  US
 OR0550  USGS QUAD   -  HERRICK NW (2017)
 OR0550
 OR0550                         *CURRENT SURVEY CONTROL
 OR0550  ______________________________________________________________________
 OR0550* NAD 83(1986) POSITION- 43 08 03.     (N) 099 13 04.     (W)   SCALED
 OR0550* NAVD 88 ORTHO HEIGHT -   663.090 (meters)     2175.49  (feet) ADJUSTED
 OR0550  ______________________________________________________________________
 OR0550  GEOID HEIGHT    -        -25.762 (meters)                     GEOID18
 OR0550  DYNAMIC HEIGHT  -        662.838 (meters)     2174.66  (feet) COMP
 OR0550  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 OR0550
 OR0550  VERT ORDER      -  FIRST     CLASS II
 OR0550
 OR0550.The horizontal coordinates were scaled from a map and have
 OR0550.an estimated accuracy of +/- 6 seconds.
 OR0550
 OR0550.The orthometric height was determined by differential leveling and
 OR0550.adjusted by the NATIONAL GEODETIC SURVEY
 OR0550.in June 1991.
 OR0550
 OR0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0550.GEOID18 height accuracy estimate available here.
 OR0550
 OR0550.Click photographs - Photos may exist for this station.
 OR0550
 OR0550.The dynamic height is computed by dividing the NAVD 88
 OR0550.geopotential number by the normal gravity value computed on the
 OR0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0550.degrees latitude (g = 980.6199 gals.).
 OR0550
 OR0550.The modeled gravity was interpolated from observed gravity values.
 OR0550
 OR0550;                    North         East    Units  Estimated Accuracy
 OR0550;SPC SD S     -    89,580.      690,760.      MT  (+/- 180 meters Scaled)
 OR0550
 OR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN822757(NAD 83)
 OR0550
 OR0550                          SUPERSEDED SURVEY CONTROL
 OR0550
 OR0550.No superseded survey control is available for this station.
 OR0550
 OR0550_MARKER: DB = BENCH MARK DISK
 OR0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0550_STAMPING: P 296 1940
 OR0550_MARK LOGO: CGS
 OR0550_PROJECTION: FLUSH
 OR0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0550+STABILITY: SURFACE MOTION
 OR0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0550+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2012
 OR0550
 OR0550  HISTORY     - Date     Condition        Report By
 OR0550  HISTORY     - 1940     MONUMENTED       CGS
 OR0550  HISTORY     - 19930927 GOOD             NGS
 OR0550  HISTORY     - 20120115 GOOD             INDIV
 OR0550
 OR0550                          STATION DESCRIPTION
 OR0550
 OR0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0550'1.6 MI NW FROM HERRICK.
 OR0550'ABOUT 1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OR0550'RAILWAY FROM THE STATION AT HERRICK, GREGORY COUNTY, AT A
 OR0550'SECTION-LINE ROAD CROSSING, 66.5 FEET WEST OF THE CENTER LINE
 OR0550'OF THE ROAD, 46.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 OR0550'0.4 FOOT EAST OF A WHITE REFERENCE POST.  A STANDARD DISK,
 OR0550'STAMPED P 296 1940 AND SET IN THE TOP OF A CONCRETE POST
 OR0550'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OR0550
 OR0550                          STATION RECOVERY (1993)
 OR0550
 OR0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0550'21.4 KM (13.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0550'OF STATE HIGHWAY 47 IN GREGORY, 363.0 M (1190.9 FT) SOUTHEAST OF
 OR0550'MILEPOST 291, 45.5 M (149.3 FT) NORTHEAST OF AND LEVEL WITH THE
 OR0550'HIGHWAY CENTERLINE, 30.1 M (98.8 FT) NORTHWEST OF BENCH MARK
 OR0550'18-291.25, 20.4 M (66.9 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD,
 OR0550'0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 OR0550'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR0550
 OR0550                          STATION RECOVERY (2012)
 OR0550
 OR0550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0270 ***********************************************************************
 QS0270  DESIGNATION -  P 298 RESET
 QS0270  PID         -  QS0270
 QS0270  STATE/COUNTY-  SD/DEWEY
 QS0270  COUNTRY     -  US
 QS0270  USGS QUAD   -  PROMISE (2017)
 QS0270
 QS0270                         *CURRENT SURVEY CONTROL
 QS0270  ______________________________________________________________________
 QS0270* NAD 83(1986) POSITION- 45 21 21.     (N) 100 36 52.     (W)   SCALED
 QS0270* NAVD 88 ORTHO HEIGHT -   503.00  (meters)     1650.3   (feet) RESET
 QS0270  ______________________________________________________________________
 QS0270  GEOID HEIGHT    -        -21.736 (meters)                     GEOID18
 QS0270  VERT ORDER      -  THIRD
 QS0270
 QS0270.The horizontal coordinates were scaled from a map and have
 QS0270.an estimated accuracy of +/- 6 seconds.
 QS0270
 QS0270.The orthometric height was computed from unverified reset data.
 QS0270
 QS0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0270.GEOID18 height accuracy estimate available here.
 QS0270
 QS0270.Click photographs - Photos may exist for this station.
 QS0270
 QS0270;                    North         East    Units  Estimated Accuracy
 QS0270;SPC SD N     -   169,370.      551,860.      MT  (+/- 180 meters Scaled)
 QS0270
 QS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR735237(NAD 83)
 QS0270
 QS0270                          SUPERSEDED SURVEY CONTROL
 QS0270
 QS0270.No superseded survey control is available for this station.
 QS0270
 QS0270_MARKER: DB = BENCH MARK DISK
 QS0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0270_STAMPING: P 298 RESET 1964
 QS0270_MARK LOGO: CGS
 QS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0270+STABILITY: SURFACE MOTION
 QS0270
 QS0270  HISTORY     - Date     Condition        Report By
 QS0270  HISTORY     - 1964     MONUMENTED       BLM
 QS0270
 QS0270                          STATION DESCRIPTION
 QS0270
 QS0270'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964
 QS0270'1.7 MI NW FROM PROMISE.
 QS0270'1.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0270'PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY,
 QS0270'SOUTH DAKOTA, AT MILEPOST 11, 210 FEET SOUTHEAST OF A RAILROAD
 QS0270'CROSSING, 75 FEET EAST AND 145 FEET SOUTH OF A ROAD INTERSECTION,
 QS0270'NEAR A FENCE LINE, 1 FOOT EAST OF THE FENCE, 3 FEET NORTH OF
 QS0270'A POWER POLE, 1 FOOT WEST OF A 2 X 4 WHITE REFERENCE POST STENCILED
 QS0270'B.M. AND SET IN A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 QS0270'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0159 ***********************************************************************
 OQ0159  DESIGNATION -  P 3
 OQ0159  PID         -  OQ0159
 OQ0159  STATE/COUNTY-  SD/LINCOLN
 OQ0159  COUNTRY     -  US
 OQ0159  USGS QUAD   -  HARRISBURG (2017)
 OQ0159
 OQ0159                         *CURRENT SURVEY CONTROL
 OQ0159  ______________________________________________________________________
 OQ0159* NAD 83(1986) POSITION- 43 24 59.     (N) 096 41 41.     (W)   SCALED
 OQ0159* NAVD 88 ORTHO HEIGHT -   422.657 (meters)     1386.67  (feet) ADJUSTED
 OQ0159  ______________________________________________________________________
 OQ0159  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 OQ0159  DYNAMIC HEIGHT  -        422.543 (meters)     1386.29  (feet) COMP
 OQ0159  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 OQ0159
 OQ0159  VERT ORDER      -  FIRST     CLASS II
 OQ0159
 OQ0159.The horizontal coordinates were scaled from a map and have
 OQ0159.an estimated accuracy of +/- 6 seconds.
 OQ0159
 OQ0159.The orthometric height was determined by differential leveling and
 OQ0159.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0159.in June 1991.
 OQ0159
 OQ0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0159.GEOID18 height accuracy estimate available here.
 OQ0159
 OQ0159.Click photographs - Photos may exist for this station.
 OQ0159
 OQ0159.The dynamic height is computed by dividing the NAVD 88
 OQ0159.geopotential number by the normal gravity value computed on the
 OQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0159.degrees latitude (g = 980.6199 gals.).
 OQ0159
 OQ0159.The modeled gravity was interpolated from observed gravity values.
 OQ0159
 OQ0159;                    North         East    Units  Estimated Accuracy
 OQ0159;SPC SD S     -   126,770.      894,570.      MT  (+/- 180 meters Scaled)
 OQ0159
 OQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP866096(NAD 83)
 OQ0159
 OQ0159                          SUPERSEDED SURVEY CONTROL
 OQ0159
 OQ0159  NGVD 29 (??/??/92)  422.396  (m)         1385.81   (f) ADJ UNCH    1 2
 OQ0159
 OQ0159.Superseded values are not recommended for survey control.
 OQ0159
 OQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0159.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0159
 OQ0159_MARKER: P = PIPE CAP
 OQ0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0159_STAMPING: ELEV 1385.811 FT
 OQ0159_MARK LOGO: CGS
 OQ0159_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0159
 OQ0159  HISTORY     - Date     Condition        Report By
 OQ0159  HISTORY     - 1905     MONUMENTED       CGS
 OQ0159  HISTORY     - 1949     GOOD             CGS
 OQ0159  HISTORY     - 20110218 MARK NOT FOUND   INDIV
 OQ0159
 OQ0159                          STATION DESCRIPTION
 OQ0159
 OQ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0159'1 MI SE FROM HARRISBURG.
 OQ0159'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0159'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, AT
 OQ0159'A ROAD CROSSING, 52.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OQ0159'31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET
 OQ0159'SOUTHWEST OF A FENCE CORNER POST, 1.7 FEET SOUTH OF AN EAST-WEST
 OQ0159'FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, AND SCREWED ON THE
 OQ0159'TOP OF A 3-INCH IRON PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OQ0159
 OQ0159                          STATION RECOVERY (2011)
 OQ0159
 OQ0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0475 ***********************************************************************
 QS0475  DESIGNATION -  P 30
 QS0475  PID         -  QS0475
 QS0475  STATE/COUNTY-  SD/DEWEY
 QS0475  COUNTRY     -  US
 QS0475  USGS QUAD   -  BREWER BUTTE (2017)
 QS0475
 QS0475                         *CURRENT SURVEY CONTROL
 QS0475  ______________________________________________________________________
 QS0475* NAD 83(1986) POSITION- 45 25 19.     (N) 101 14 43.     (W)   SCALED
 QS0475* NAVD 88 ORTHO HEIGHT -   692.798 (meters)     2272.95  (feet) ADJUSTED
 QS0475  ______________________________________________________________________
 QS0475  GEOID HEIGHT    -        -20.843 (meters)                     GEOID18
 QS0475  DYNAMIC HEIGHT  -        692.700 (meters)     2272.63  (feet) COMP
 QS0475  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 QS0475
 QS0475  VERT ORDER      -  FIRST     CLASS II
 QS0475
 QS0475.The horizontal coordinates were scaled from a map and have
 QS0475.an estimated accuracy of +/- 6 seconds.
 QS0475
 QS0475.The orthometric height was determined by differential leveling and
 QS0475.adjusted by the NATIONAL GEODETIC SURVEY
 QS0475.in June 1991.
 QS0475
 QS0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0475.GEOID18 height accuracy estimate available here.
 QS0475
 QS0475.Click photographs - Photos may exist for this station.
 QS0475
 QS0475.The dynamic height is computed by dividing the NAVD 88
 QS0475.geopotential number by the normal gravity value computed on the
 QS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0475.degrees latitude (g = 980.6199 gals.).
 QS0475
 QS0475.The modeled gravity was interpolated from observed gravity values.
 QS0475
 QS0475;                    North         East    Units  Estimated Accuracy
 QS0475;SPC SD N     -   177,280.      502,550.      MT  (+/- 180 meters Scaled)
 QS0475
 QS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR243322(NAD 83)
 QS0475
 QS0475                          SUPERSEDED SURVEY CONTROL
 QS0475
 QS0475  NGVD 29 (??/??/92)  692.362  (m)         2271.52   (f) ADJ UNCH    1 2
 QS0475
 QS0475.Superseded values are not recommended for survey control.
 QS0475
 QS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0475.See file dsdata.pdf to determine how the superseded data were derived.
 QS0475
 QS0475_MARKER: DB = BENCH MARK DISK
 QS0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0475_STAMPING: P 30 1934
 QS0475_MARK LOGO: CGS
 QS0475_PROJECTION: FLUSH
 QS0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0475+STABILITY: SURFACE MOTION
 QS0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0475+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0475
 QS0475  HISTORY     - Date     Condition        Report By
 QS0475  HISTORY     - 1934     MONUMENTED       CGS
 QS0475  HISTORY     - 19990622 GOOD             NGS
 QS0475
 QS0475                          STATION DESCRIPTION
 QS0475
 QS0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0475'2.1 MI E FROM FIRESTEEL.
 QS0475'ABOUT 2.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0475'AND PACIFIC RAILROAD FROM FIRESTEEL, DEWEY COUNTY, ABOUT 248
 QS0475'YARDS WEST OF MILEPOST 48, ABOUT 93 YARDS WEST OF A ROAD CROSSING,
 QS0475'AND 40 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 QS0475'DISK, STAMPED P 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0475
 QS0475                          STATION RECOVERY (1999)
 QS0475
 QS0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0475'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QS0475'TIMBER LAKE, THENCE 13.4 KM (8.30 MI) WESTERLY ALONG STATE HIGHWAY 20,
 QS0475'THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A TRACK ROAD, 86.2 M (282.8
 QS0475'FT) WEST OF THE ROAD CENTER, 12.2 M (40.0 FT) SOUTH OF THE CENTER OF A
 QS0475'RAILROAD GRADE (TRACK REMOVED), 2.1 M (6.9 FT) NORTH OF A WITNESS POST
 QS0475'AND FENCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE GRADE, AND THE
 QS0475'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QS0475'PROPERTY OWNED BY TONY REINBOLD, HC 83, BOX 13, FIRESTEEL, SD 57628.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0690 ***********************************************************************
 OR0690  DESIGNATION -  P 301
 OR0690  PID         -  OR0690
 OR0690  STATE/COUNTY-  SD/CHARLES MIX
 OR0690  COUNTRY     -  US
 OR0690  USGS QUAD   -  ACADEMY (2017)
 OR0690
 OR0690                         *CURRENT SURVEY CONTROL
 OR0690  ______________________________________________________________________
 OR0690* NAD 83(1986) POSITION- 43 25 38.     (N) 099 03 43.     (W)   SCALED
 OR0690* NAVD 88 ORTHO HEIGHT -   496.475 (meters)     1628.85  (feet) ADJUSTED
 OR0690  ______________________________________________________________________
 OR0690  GEOID HEIGHT    -        -26.302 (meters)                     GEOID18
 OR0690  DYNAMIC HEIGHT  -        496.313 (meters)     1628.32  (feet) COMP
 OR0690  MODELED GRAVITY -    980,277.5   (mgal)                       NAVD 88
 OR0690
 OR0690  VERT ORDER      -  SECOND    CLASS 0
 OR0690
 OR0690.The horizontal coordinates were scaled from a map and have
 OR0690.an estimated accuracy of +/- 6 seconds.
 OR0690
 OR0690.The orthometric height was determined by differential leveling and
 OR0690.adjusted by the NATIONAL GEODETIC SURVEY
 OR0690.in June 1991.
 OR0690
 OR0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0690.GEOID18 height accuracy estimate available here.
 OR0690
 OR0690.Click photographs - Photos may exist for this station.
 OR0690
 OR0690.The dynamic height is computed by dividing the NAVD 88
 OR0690.geopotential number by the normal gravity value computed on the
 OR0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0690.degrees latitude (g = 980.6199 gals.).
 OR0690
 OR0690.The modeled gravity was interpolated from observed gravity values.
 OR0690
 OR0690;                    North         East    Units  Estimated Accuracy
 OR0690;SPC SD S     -   122,310.      702,940.      MT  (+/- 180 meters Scaled)
 OR0690
 OR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP949082(NAD 83)
 OR0690
 OR0690                          SUPERSEDED SURVEY CONTROL
 OR0690
 OR0690  NGVD 29 (??/??/92)  496.127  (m)         1627.71   (f) ADJ UNCH    2 0
 OR0690
 OR0690.Superseded values are not recommended for survey control.
 OR0690
 OR0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0690.See file dsdata.pdf to determine how the superseded data were derived.
 OR0690
 OR0690_MARKER: DB = BENCH MARK DISK
 OR0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0690_STAMPING: P 301 1945
 OR0690_MARK LOGO: CGS
 OR0690_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0690+STABILITY: SURFACE MOTION
 OR0690
 OR0690  HISTORY     - Date     Condition        Report By
 OR0690  HISTORY     - 1945     MONUMENTED       CGS
 OR0690
 OR0690                          STATION DESCRIPTION
 OR0690
 OR0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0690'3.1 MI SE FROM ACADEMY.
 OR0690'3.1 MILES SOUTHEAST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0690'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0690'THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 50, AND THENCE 2.0 MILES
 OR0690'SOUTH ALONG A GRADED DIRT ROAD.  IT IS AT THE INTERSECTION OF AN
 OR0690'EAST-AND-WEST GRADED DIRT ROAD, 50 FEET EAST OF THE CENTER LINE OF
 OR0690'THE NORTH-AND-SOUTH ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE
 OR0690'EAST-AND-WEST ROAD, 10.1 FEET EAST OF A GATEPOST, 2 FEET SOUTH OF
 OR0690'A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 4
 OR0690'FEET HIGHER THAN THE NORTH-AND-SOUTH ROAD, AND SET IN THE TOP OF A
 OR0690'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0465 ***********************************************************************
 OR0465  DESIGNATION -  P 302
 OR0465  PID         -  OR0465
 OR0465  STATE/COUNTY-  SD/LYMAN
 OR0465  COUNTRY     -  US
 OR0465  USGS QUAD   -  IONA NW (2017)
 OR0465
 OR0465                         *CURRENT SURVEY CONTROL
 OR0465  ______________________________________________________________________
 OR0465* NAD 83(1986) POSITION- 43 39 37.     (N) 099 28 19.     (W)   SCALED
 OR0465* NAVD 88 ORTHO HEIGHT -   408.116 (meters)     1338.96  (feet) ADJUSTED
 OR0465  ______________________________________________________________________
 OR0465  GEOID HEIGHT    -        -26.010 (meters)                     GEOID18
 OR0465  DYNAMIC HEIGHT  -        407.994 (meters)     1338.56  (feet) COMP
 OR0465  MODELED GRAVITY -    980,308.2   (mgal)                       NAVD 88
 OR0465
 OR0465  VERT ORDER      -  SECOND    CLASS 0
 OR0465
 OR0465.The horizontal coordinates were scaled from a map and have
 OR0465.an estimated accuracy of +/- 6 seconds.
 OR0465
 OR0465.The orthometric height was determined by differential leveling and
 OR0465.adjusted by the NATIONAL GEODETIC SURVEY
 OR0465.in June 1991.
 OR0465
 OR0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0465.GEOID18 height accuracy estimate available here.
 OR0465
 OR0465.Click photographs - Photos may exist for this station.
 OR0465
 OR0465.The dynamic height is computed by dividing the NAVD 88
 OR0465.geopotential number by the normal gravity value computed on the
 OR0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0465.degrees latitude (g = 980.6199 gals.).
 OR0465
 OR0465.The modeled gravity was interpolated from observed gravity values.
 OR0465
 OR0465;                    North         East    Units  Estimated Accuracy
 OR0465;SPC SD S     -   147,770.      669,470.      MT  (+/- 180 meters Scaled)
 OR0465
 OR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP619342(NAD 83)
 OR0465
 OR0465                          SUPERSEDED SURVEY CONTROL
 OR0465
 OR0465  NGVD 29 (??/??/92)  407.785  (m)         1337.87   (f) ADJ UNCH    2 0
 OR0465
 OR0465.Superseded values are not recommended for survey control.
 OR0465
 OR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0465.See file dsdata.pdf to determine how the superseded data were derived.
 OR0465
 OR0465_MARKER: DB = BENCH MARK DISK
 OR0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0465_STAMPING: P 302 1945
 OR0465_MARK LOGO: CGS
 OR0465_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0465+STABILITY: SURFACE MOTION
 OR0465
 OR0465  HISTORY     - Date     Condition        Report By
 OR0465  HISTORY     - 1945     MONUMENTED       CGS
 OR0465
 OR0465                          STATION DESCRIPTION
 OR0465
 OR0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0465'8.9 MI N FROM IONA.
 OR0465'8.9 MILES NORTH ALONG THE STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0465'IONA, LYMAN COUNTY, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OR0465'A RANCH HOUSE, 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 OR0465'12 FEET SOUTH OF A LARGE CEDAR GATEPOST, 1 FOOT WEST OF A FENCE,
 OR0465'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1-1/2
 OR0465'FEET LOWER THAN THE HIGHWAY.  AN IRON BENCH MARK DISK, STAMPED
 OR0465'P 302 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0465'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0953 ***********************************************************************
 OR0953  DESIGNATION -  P 303 RESET
 OR0953  PID         -  OR0953
 OR0953  STATE/COUNTY-  SD/TRIPP
 OR0953  COUNTRY     -  US
 OR0953  USGS QUAD   -  DALLAS NW (2017)
 OR0953
 OR0953                         *CURRENT SURVEY CONTROL
 OR0953  ______________________________________________________________________
 OR0953* NAD 83(1986) POSITION- 43 14 46.     (N) 099 40 52.     (W)   SCALED
 OR0953* NAVD 88 ORTHO HEIGHT -   678.638 (meters)     2226.50  (feet) ADJUSTED
 OR0953  ______________________________________________________________________
 OR0953  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 OR0953  DYNAMIC HEIGHT  -        678.382 (meters)     2225.66  (feet) COMP
 OR0953  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 OR0953
 OR0953  VERT ORDER      -  FIRST     CLASS II
 OR0953
 OR0953.The horizontal coordinates were scaled from a map and have
 OR0953.an estimated accuracy of +/- 6 seconds.
 OR0953
 OR0953.The orthometric height was determined by differential leveling and
 OR0953.adjusted by the NATIONAL GEODETIC SURVEY
 OR0953.in June 1994.
 OR0953
 OR0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0953.GEOID18 height accuracy estimate available here.
 OR0953
 OR0953.Click photographs - Photos may exist for this station.
 OR0953
 OR0953.The dynamic height is computed by dividing the NAVD 88
 OR0953.geopotential number by the normal gravity value computed on the
 OR0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0953.degrees latitude (g = 980.6199 gals.).
 OR0953
 OR0953.The modeled gravity was interpolated from observed gravity values.
 OR0953
 OR0953;                    North         East    Units  Estimated Accuracy
 OR0953;SPC SD S     -   101,610.      652,970.      MT  (+/- 180 meters Scaled)
 OR0953
 OR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN447883(NAD 83)
 OR0953
 OR0953                          SUPERSEDED SURVEY CONTROL
 OR0953
 OR0953  NGVD 29 (04/17/07)  678.22   (m)         2225.1    (f) RESET       3  
 OR0953
 OR0953.Superseded values are not recommended for survey control.
 OR0953
 OR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0953.See file dsdata.pdf to determine how the superseded data were derived.
 OR0953
 OR0953_MARKER: DV = VERTICAL CONTROL DISK
 OR0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0953_STAMPING: P 303 RESET 1985
 OR0953_MARK LOGO: NGS
 OR0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0953+STABILITY: SURFACE MOTION
 OR0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0953+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR0953
 OR0953  HISTORY     - Date     Condition        Report By
 OR0953  HISTORY     - 1985     MONUMENTED       NGS
 OR0953  HISTORY     - 19930919 GOOD             NGS
 OR0953
 OR0953                          STATION DESCRIPTION
 OR0953
 OR0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OR0953'3.45 KM (2.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION
 OR0953'WITH U.S. HIGHWAY 183 IN COLOME, 37.5 METER (123 FT) SOUTH FROM THE
 OR0953'CENTERLINE OF 18, 7.0 METER (23 FEET) SOUTH FROM THE SOUTH RIGHT OF
 OR0953'WAY FENCE, 0.3 METER (1 FT) EAST FROM A NORTH-SOUTH FENCE AND, 0.3
 OR0953'METER (1 FT) WEST FROM A WITNESS POST.
 OR0953
 OR0953                          STATION RECOVERY (1993)
 OR0953
 OR0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0953'21.2 KM (13.15 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR0953'COURTHOUSE IN WINNER, 297.0 M (974.4 FT) SOUTHEAST OF MILEPOST 265,
 OR0953'36.1 M (118.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.7 M (48.2
 OR0953'FT) SOUTH OF A T-FENCE CORNER, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE
 OR0953'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 OR0953'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0162 ***********************************************************************
 QS0162  DESIGNATION -  P 304
 QS0162  PID         -  QS0162
 QS0162  STATE/COUNTY-  SD/DEWEY
 QS0162  COUNTRY     -  US
 QS0162  USGS QUAD   -  MOREAU (2017)
 QS0162
 QS0162                         *CURRENT SURVEY CONTROL
 QS0162  ______________________________________________________________________
 QS0162* NAD 83(1986) POSITION- 45 20 27.     (N) 100 22 43.     (W)   SCALED
 QS0162* NAVD 88 ORTHO HEIGHT -   476.812 (meters)     1564.34  (feet) ADJUSTED
 QS0162  ______________________________________________________________________
 QS0162  GEOID HEIGHT    -        -22.000 (meters)                     GEOID18
 QS0162  DYNAMIC HEIGHT  -        476.759 (meters)     1564.17  (feet) COMP
 QS0162  MODELED GRAVITY -    980,491.5   (mgal)                       NAVD 88
 QS0162
 QS0162  VERT ORDER      -  SECOND    CLASS 0
 QS0162
 QS0162.The horizontal coordinates were scaled from a map and have
 QS0162.an estimated accuracy of +/- 6 seconds.
 QS0162
 QS0162.The orthometric height was determined by differential leveling and
 QS0162.adjusted by the NATIONAL GEODETIC SURVEY
 QS0162.in June 1991.
 QS0162
 QS0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0162.GEOID18 height accuracy estimate available here.
 QS0162
 QS0162.Click photographs - Photos may exist for this station.
 QS0162
 QS0162.The dynamic height is computed by dividing the NAVD 88
 QS0162.geopotential number by the normal gravity value computed on the
 QS0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0162.degrees latitude (g = 980.6199 gals.).
 QS0162
 QS0162.The modeled gravity was interpolated from observed gravity values.
 QS0162
 QS0162;                    North         East    Units  Estimated Accuracy
 QS0162;SPC SD N     -   167,590.      570,330.      MT  (+/- 180 meters Scaled)
 QS0162
 QS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR919217(NAD 83)
 QS0162
 QS0162                          SUPERSEDED SURVEY CONTROL
 QS0162
 QS0162  NGVD 29 (??/??/92)  476.450  (m)         1563.15   (f) ADJ UNCH    2 0
 QS0162
 QS0162.Superseded values are not recommended for survey control.
 QS0162
 QS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0162.See file dsdata.pdf to determine how the superseded data were derived.
 QS0162
 QS0162_MARKER: DB = BENCH MARK DISK
 QS0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0162_STAMPING: P 304 1945
 QS0162_MARK LOGO: CGS
 QS0162_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0162+STABILITY: SURFACE MOTION
 QS0162
 QS0162  HISTORY     - Date     Condition        Report By
 QS0162  HISTORY     - 1945     MONUMENTED       CGS
 QS0162
 QS0162                          STATION DESCRIPTION
 QS0162
 QS0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0162'18.8 MI S FROM MOBRIDGE.
 QS0162'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0162'3.8 MILES WEST ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST 1.4
 QS0162'MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 9.3 MILES ALONG
 QS0162'A GRAVELED ROAD, THENCE SOUTHEAST 4.3 MILES ALONG A GRAVELED
 QS0162'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 2.9 MILES SOUTHEAST OF
 QS0162'THE CATHOLIC CHURCH AT MOREAU, 49.6 FEET SOUTHWEST OF AND ABOUT
 QS0162'LEVEL WITH CENTERLINE OF ROAD, 14.0 FEET SOUTHEAST OF A TELEPHONE
 QS0162'POLE AND IN LINE WITH A ROW OF POLES ON SOUTHWEST SIDE OF ROAD,
 QS0162'1.0 FOOT NORTHWEST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED
 QS0162'P 304 1945 IS SET IN TOP OF CONCRETE POST WHICH PROJECTS 5
 QS0162'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0186 ***********************************************************************
 QS0186  DESIGNATION -  P 305
 QS0186  PID         -  QS0186
 QS0186  STATE/COUNTY-  SD/DEWEY
 QS0186  COUNTRY     -  US
 QS0186  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0186
 QS0186                         *CURRENT SURVEY CONTROL
 QS0186  ______________________________________________________________________
 QS0186* NAD 83(1986) POSITION- 45 03 45.     (N) 100 21 30.     (W)   SCALED
 QS0186* NAVD 88 ORTHO HEIGHT -   567.993 (meters)     1863.49  (feet) ADJUSTED
 QS0186  ______________________________________________________________________
 QS0186  GEOID HEIGHT    -        -22.391 (meters)                     GEOID18
 QS0186  DYNAMIC HEIGHT  -        567.909 (meters)     1863.21  (feet) COMP
 QS0186  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 QS0186
 QS0186  VERT ORDER      -  SECOND    CLASS 0
 QS0186
 QS0186.The horizontal coordinates were scaled from a map and have
 QS0186.an estimated accuracy of +/- 6 seconds.
 QS0186
 QS0186.The orthometric height was determined by differential leveling and
 QS0186.adjusted by the NATIONAL GEODETIC SURVEY
 QS0186.in June 1991.
 QS0186
 QS0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0186.GEOID18 height accuracy estimate available here.
 QS0186
 QS0186.Click photographs - Photos may exist for this station.
 QS0186
 QS0186.The dynamic height is computed by dividing the NAVD 88
 QS0186.geopotential number by the normal gravity value computed on the
 QS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0186.degrees latitude (g = 980.6199 gals.).
 QS0186
 QS0186.The modeled gravity was interpolated from observed gravity values.
 QS0186
 QS0186;                    North         East    Units  Estimated Accuracy
 QS0186;SPC SD N     -   136,650.      571,780.      MT  (+/- 180 meters Scaled)
 QS0186
 QS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ930907(NAD 83)
 QS0186
 QS0186                          SUPERSEDED SURVEY CONTROL
 QS0186
 QS0186  NGVD 29 (??/??/92)  567.603  (m)         1862.21   (f) ADJ UNCH    2 0
 QS0186
 QS0186.Superseded values are not recommended for survey control.
 QS0186
 QS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0186.See file dsdata.pdf to determine how the superseded data were derived.
 QS0186
 QS0186_MARKER: DB = BENCH MARK DISK
 QS0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0186_STAMPING: P 305 1945
 QS0186_MARK LOGO: CGS
 QS0186_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0186+STABILITY: SURFACE MOTION
 QS0186
 QS0186  HISTORY     - Date     Condition        Report By
 QS0186  HISTORY     - 1945     MONUMENTED       CGS
 QS0186  HISTORY     - 1945     GOOD             CGS
 QS0186  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0186
 QS0186                          STATION DESCRIPTION
 QS0186
 QS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0186'4.4 MI NW FROM CHEYENNE AGENCY.
 QS0186'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTHWESTERLY
 QS0186'4.4 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 187.0
 QS0186'FEET SOUTHWEST OF AND ABOUT 10.0 FEET LOWER THAN THE CENTER LINE
 QS0186'OF THE ROAD, 8.0 FEET SOUTHEAST OF A TELEPHONE POLE AND IN LINE
 QS0186'WITH A ROW OF POLES ON THE SOUTHWEST SIDE OF THE ROAD, 1.0 FOOT
 QS0186'NORTHWEST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED P 305
 QS0186'1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 QS0186'ABOVE GROUND.
 QS0186
 QS0186                          STATION RECOVERY (1945)
 QS0186
 QS0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0186'RECOVERED IN GOOD CONDITION.
 QS0186
 QS0186                          STATION RECOVERY (1996)
 QS0186
 QS0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0186'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0122 ***********************************************************************
 QS0122  DESIGNATION -  P 306
 QS0122  PID         -  QS0122
 QS0122  STATE/COUNTY-  SD/CORSON
 QS0122  COUNTRY     -  US
 QS0122  USGS QUAD   -  KENEL (2017)
 QS0122
 QS0122                         *CURRENT SURVEY CONTROL
 QS0122  ______________________________________________________________________
 QS0122* NAD 83(1986) POSITION- 45 49 06.     (N) 100 27 32.     (W)   SCALED
 QS0122* NAVD 88 ORTHO HEIGHT -   611.294 (meters)     2005.55  (feet) ADJUSTED
 QS0122  ______________________________________________________________________
 QS0122  GEOID HEIGHT    -        -21.666 (meters)                     GEOID18
 QS0122  DYNAMIC HEIGHT  -        611.251 (meters)     2005.41  (feet) COMP
 QS0122  MODELED GRAVITY -    980,525.2   (mgal)                       NAVD 88
 QS0122
 QS0122  VERT ORDER      -  FIRST     CLASS II
 QS0122
 QS0122.The horizontal coordinates were scaled from a map and have
 QS0122.an estimated accuracy of +/- 6 seconds.
 QS0122
 QS0122.The orthometric height was determined by differential leveling and
 QS0122.adjusted by the NATIONAL GEODETIC SURVEY
 QS0122.in June 1991.
 QS0122
 QS0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0122.GEOID18 height accuracy estimate available here.
 QS0122
 QS0122.Click photographs - Photos may exist for this station.
 QS0122
 QS0122.The dynamic height is computed by dividing the NAVD 88
 QS0122.geopotential number by the normal gravity value computed on the
 QS0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0122.degrees latitude (g = 980.6199 gals.).
 QS0122
 QS0122.The modeled gravity was interpolated from observed gravity values.
 QS0122
 QS0122;                    North         East    Units  Estimated Accuracy
 QS0122;SPC SD N     -   220,690.      564,340.      MT  (+/- 180 meters Scaled)
 QS0122
 QS0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR866748(NAD 83)
 QS0122
 QS0122                          SUPERSEDED SURVEY CONTROL
 QS0122
 QS0122  NGVD 29 (??/??/92)  610.904  (m)         2004.27   (f) ADJ UNCH    1 2
 QS0122
 QS0122.Superseded values are not recommended for survey control.
 QS0122
 QS0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0122.See file dsdata.pdf to determine how the superseded data were derived.
 QS0122
 QS0122_MARKER: DB = BENCH MARK DISK
 QS0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0122_STAMPING: P 306 1945
 QS0122_MARK LOGO: CGS
 QS0122_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0122+STABILITY: SURFACE MOTION
 QS0122
 QS0122  HISTORY     - Date     Condition        Report By
 QS0122  HISTORY     - 1945     MONUMENTED       CGS
 QS0122  HISTORY     - 1966     MARK NOT FOUND   USGS
 QS0122
 QS0122                          STATION DESCRIPTION
 QS0122
 QS0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0122'14.5 MI NE FROM WAKPALA.
 QS0122'TO REACH FROM THE HIGH SCHOOL AT WAKAPALA GO EASTERLY 2.5 MILES
 QS0122'ALONG A GRAVELED ROAD, THENCE NORTH 11.0 MILES ALONG A GRADED
 QS0122'DIRT ROAD, THENCE EAST 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE
 QS0122'OF MARK, BENCH MARK IS AT THE EAST END OF A 1.0 MILE JOG IN THE
 QS0122'ROAD, 32.0 FEET NORTH OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER
 QS0122'LINE OF THE ROAD LEADING WEST, 58.5 FEET WEST OF THE CENTER LINE
 QS0122'OF THE ROAD LEADING NORTH, 10.5 FEET WEST OF A TELEPHONE POLE, 2.0
 QS0122'FEET NORTH OF A FENCE AND 2.0 FEET EAST OF A 4 X 4 MARKER POST.
 QS0122'AN IRON DISK STAMPED P 306 1945 SET IN THE TOP OF A CONCRETE
 QS0122'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 QS0122
 QS0122                          STATION RECOVERY (1966)
 QS0122
 QS0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QS0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0337 ***********************************************************************
 QS0337  DESIGNATION -  P 307
 QS0337  PID         -  QS0337
 QS0337  STATE/COUNTY-  SD/CORSON
 QS0337  COUNTRY     -  US
 QS0337  USGS QUAD   -  MAHTO (2017)
 QS0337
 QS0337                         *CURRENT SURVEY CONTROL
 QS0337  ______________________________________________________________________
 QS0337* NAD 83(1986) POSITION- 45 47 13.     (N) 100 43 54.     (W)   SCALED
 QS0337* NAVD 88 ORTHO HEIGHT -   579.065 (meters)     1899.82  (feet) ADJUSTED
 QS0337  ______________________________________________________________________
 QS0337  GEOID HEIGHT    -        -21.220 (meters)                     GEOID18
 QS0337  DYNAMIC HEIGHT  -        579.021 (meters)     1899.67  (feet) COMP
 QS0337  MODELED GRAVITY -    980,521.1   (mgal)                       NAVD 88
 QS0337
 QS0337  VERT ORDER      -  SECOND    CLASS 0
 QS0337
 QS0337.The horizontal coordinates were scaled from a map and have
 QS0337.an estimated accuracy of +/- 6 seconds.
 QS0337
 QS0337.The orthometric height was determined by differential leveling and
 QS0337.adjusted by the NATIONAL GEODETIC SURVEY
 QS0337.in June 1991.
 QS0337
 QS0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0337.GEOID18 height accuracy estimate available here.
 QS0337
 QS0337.Click photographs - Photos may exist for this station.
 QS0337
 QS0337.The dynamic height is computed by dividing the NAVD 88
 QS0337.geopotential number by the normal gravity value computed on the
 QS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0337.degrees latitude (g = 980.6199 gals.).
 QS0337
 QS0337.The modeled gravity was interpolated from observed gravity values.
 QS0337
 QS0337;                    North         East    Units  Estimated Accuracy
 QS0337;SPC SD N     -   217,360.      543,110.      MT  (+/- 180 meters Scaled)
 QS0337
 QS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR653718(NAD 83)
 QS0337
 QS0337                          SUPERSEDED SURVEY CONTROL
 QS0337
 QS0337  NGVD 29 (??/??/92)  578.661  (m)         1898.49   (f) ADJ UNCH    2 0
 QS0337
 QS0337.Superseded values are not recommended for survey control.
 QS0337
 QS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0337.See file dsdata.pdf to determine how the superseded data were derived.
 QS0337
 QS0337_MARKER: DB = BENCH MARK DISK
 QS0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0337_STAMPING: P 307 1945
 QS0337_MARK LOGO: CGS
 QS0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0337+STABILITY: SURFACE MOTION
 QS0337
 QS0337  HISTORY     - Date     Condition        Report By
 QS0337  HISTORY     - 1945     MONUMENTED       CGS
 QS0337
 QS0337                          STATION DESCRIPTION
 QS0337
 QS0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0337'3.3 MI NW FROM MAHTO.
 QS0337'3.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0337'PACIFIC RAILROAD FROM THE STATION AT MAHTO, CORSON COUNTY, 4
 QS0337'FEET NORTH OF THE THIRD POLE WEST OF MILEPOST 831, AT A PRIVATE-ROAD
 QS0337'CROSSING, 29.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 11.5
 QS0337'FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A WHITE
 QS0337'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 QS0337'STANDARD DISK, STAMPED P 307 1945 AND SET IN THE TOP OF A CONCRETE
 QS0337'POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0245 ***********************************************************************
 QS0245  DESIGNATION -  P 308
 QS0245  PID         -  QS0245
 QS0245  STATE/COUNTY-  SD/DEWEY
 QS0245  COUNTRY     -  US
 QS0245  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0245
 QS0245                         *CURRENT SURVEY CONTROL
 QS0245  ______________________________________________________________________
 QS0245* NAD 83(1986) POSITION- 45 05 53.     (N) 100 28 13.     (W)   SCALED
 QS0245* NAVD 88 ORTHO HEIGHT -   605.182 (meters)     1985.50  (feet) ADJUSTED
 QS0245  ______________________________________________________________________
 QS0245  GEOID HEIGHT    -        -22.305 (meters)                     GEOID18
 QS0245  DYNAMIC HEIGHT  -        605.082 (meters)     1985.17  (feet) COMP
 QS0245  MODELED GRAVITY -    980,433.4   (mgal)                       NAVD 88
 QS0245
 QS0245  VERT ORDER      -  SECOND    CLASS 0
 QS0245
 QS0245.The horizontal coordinates were scaled from a map and have
 QS0245.an estimated accuracy of +/- 6 seconds.
 QS0245
 QS0245.The orthometric height was determined by differential leveling and
 QS0245.adjusted by the NATIONAL GEODETIC SURVEY
 QS0245.in June 1991.
 QS0245
 QS0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0245.GEOID18 height accuracy estimate available here.
 QS0245
 QS0245.Click photographs - Photos may exist for this station.
 QS0245
 QS0245.The dynamic height is computed by dividing the NAVD 88
 QS0245.geopotential number by the normal gravity value computed on the
 QS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0245.degrees latitude (g = 980.6199 gals.).
 QS0245
 QS0245.The modeled gravity was interpolated from observed gravity values.
 QS0245
 QS0245;                    North         East    Units  Estimated Accuracy
 QS0245;SPC SD N     -   140,650.      562,990.      MT  (+/- 180 meters Scaled)
 QS0245
 QS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ843948(NAD 83)
 QS0245
 QS0245                          SUPERSEDED SURVEY CONTROL
 QS0245
 QS0245  NGVD 29 (??/??/92)  604.78   (m)         1984.2    (f) COMPUTED    2 0
 QS0245
 QS0245.Superseded values are not recommended for survey control.
 QS0245
 QS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0245.See file dsdata.pdf to determine how the superseded data were derived.
 QS0245
 QS0245_MARKER: DB = BENCH MARK DISK
 QS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0245_STAMPING: P 308 1945
 QS0245_MARK LOGO: CGS
 QS0245_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0245+STABILITY: SURFACE MOTION
 QS0245
 QS0245  HISTORY     - Date     Condition        Report By
 QS0245  HISTORY     - 1945     MONUMENTED       CGS
 QS0245  HISTORY     - 19960518 MARK NOT FOUND   NGS
 QS0245
 QS0245                          STATION DESCRIPTION
 QS0245
 QS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0245'10.7 MI SE FROM LA PLANT.
 QS0245'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0245'RAILROAD STATION AT LA PLANT GO NORTH 0.3 MILE ALONG A GRAVELED
 QS0245'ROAD, THENCE SOUTHEASTERLY 10.5 MILES ALONG U.S. HIGHWAY NO. 212
 QS0245'TO SITE OF MARK, BENCH MARK IS 58.0 FEET SOUTH OF AND ABOUT
 QS0245'1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 51.0 FEET
 QS0245'WEST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES SOUTH
 QS0245'OF HIGHWAY, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST OF A
 QS0245'4 X 4 MARKER POST.  AN IRON DISK STAMPED P 308 1945 SET IN THE
 QS0245'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 QS0245
 QS0245                          STATION RECOVERY (1996)
 QS0245
 QS0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0245'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0246 ***********************************************************************
 QS0246  DESIGNATION -  P 308 RESET
 QS0246  PID         -  QS0246
 QS0246  STATE/COUNTY-  SD/DEWEY
 QS0246  COUNTRY     -  US
 QS0246  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0246
 QS0246                         *CURRENT SURVEY CONTROL
 QS0246  ______________________________________________________________________
 QS0246* NAD 83(1986) POSITION- 45 05 53.     (N) 100 28 13.     (W)   SCALED
 QS0246* NAVD 88 ORTHO HEIGHT -   605.14  (meters)     1985.4   (feet) RESET
 QS0246  ______________________________________________________________________
 QS0246  GEOID HEIGHT    -        -22.305 (meters)                     GEOID18
 QS0246  VERT ORDER      -  THIRD
 QS0246
 QS0246.The horizontal coordinates were scaled from a map and have
 QS0246.an estimated accuracy of +/- 6 seconds.
 QS0246
 QS0246.The orthometric height was computed from unverified reset data.
 QS0246
 QS0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0246.GEOID18 height accuracy estimate available here.
 QS0246
 QS0246.Click photographs - Photos may exist for this station.
 QS0246
 QS0246;                    North         East    Units  Estimated Accuracy
 QS0246;SPC SD N     -   140,650.      562,990.      MT  (+/- 180 meters Scaled)
 QS0246
 QS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ843948(NAD 83)
 QS0246
 QS0246                          SUPERSEDED SURVEY CONTROL
 QS0246
 QS0246.No superseded survey control is available for this station.
 QS0246
 QS0246_MARKER: DB = BENCH MARK DISK
 QS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0246_STAMPING: P 308 RESET 1947
 QS0246_MARK LOGO: CGS
 QS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0246+STABILITY: SURFACE MOTION
 QS0246
 QS0246  HISTORY     - Date     Condition        Report By
 QS0246  HISTORY     - 1947     MONUMENTED       SDHD
 QS0246  HISTORY     - 1948     GOOD             CGS
 QS0246
 QS0246                          STATION DESCRIPTION
 QS0246
 QS0246'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QS0246'0.3 MI N FROM LA PLANT.
 QS0246'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0246'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0246'THENCE ABOUT 10.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, 5.9
 QS0246'MILES WEST ALONG THE HIGHWAY FROM THE JUNCTION OF A GRAVEL ROAD
 QS0246'LEADING SOUTH TO CHEYENNE AGENCY, 108 FEET SOUTH OF THE CENTERLINE
 QS0246'OF THE HIGHWAY, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 QS0246'A STANDARD DISK, STAMPED P 308 RESET 1947 AND SET IN THE TOP
 QS0246'OF A CONCRETE POST.
 QS0246
 QS0246                          STATION RECOVERY (1948)
 QS0246
 QS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0103 ***********************************************************************
 PT0103  DESIGNATION -  P 309 RESET
 PT0103  PID         -  PT0103
 PT0103  STATE/COUNTY-  SD/SULLY
 PT0103  COUNTRY     -  US
 PT0103  USGS QUAD   -  AGAR (2017)
 PT0103
 PT0103                         *CURRENT SURVEY CONTROL
 PT0103  ______________________________________________________________________
 PT0103* NAD 83(1986) POSITION- 44 50 18.     (N) 100 07 18.     (W)   SCALED
 PT0103* NAVD 88 ORTHO HEIGHT -   572.54  (+/-2cm)     1878.4   (feet) VERTCON3
 PT0103  ______________________________________________________________________
 PT0103  GEOID HEIGHT    -        -22.782 (meters)                     GEOID18
 PT0103  VERT ORDER      -  THIRD (See Below)
 PT0103
 PT0103.The horizontal coordinates were scaled from a map and have
 PT0103.an estimated accuracy of +/- 6 seconds.
 PT0103
 PT0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0103
 PT0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0103.GEOID18 height accuracy estimate available here.
 PT0103
 PT0103.The vertical order pertains to the NGVD 29 superseded value.
 PT0103
 PT0103.Click photographs - Photos may exist for this station.
 PT0103
 PT0103;                    North         East    Units  Estimated Accuracy
 PT0103;SPC SD N     -   111,690.      590,380.      MT  (+/- 180 meters Scaled)
 PT0103
 PT0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ113656(NAD 83)
 PT0103
 PT0103                          SUPERSEDED SURVEY CONTROL
 PT0103
 PT0103  NGVD 29 (??/??/??)  572.17   (m)         1877.2    (f) RESET       3  
 PT0103
 PT0103.Superseded values are not recommended for survey control.
 PT0103
 PT0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0103.See file dsdata.pdf to determine how the superseded data were derived.
 PT0103
 PT0103_MARKER: DB = BENCH MARK DISK
 PT0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0103_STAMPING: P 309 RESET 1970
 PT0103_MARK LOGO: CGS
 PT0103_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0103+STABILITY: SURFACE MOTION
 PT0103
 PT0103  HISTORY     - Date     Condition        Report By
 PT0103  HISTORY     - 1970     MONUMENTED       NGS
 PT0103
 PT0103                          STATION DESCRIPTION
 PT0103
 PT0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0103'2.3 MI W FROM AGAR.
 PT0103'2.3 MILES WEST ALONG COUNTY ROAD FROM THE RAILROAD STATION IN
 PT0103'AGAR TO A SECTION LINE CROSSROAD, 85 FEET NORTH OF CENTER OF
 PT0103'COUNTY ROAD, 33 FEET EAST OF CENTER OF SECTION LINE ROAD, 1.2
 PT0103'FEET NORTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE
 PT0103'LINE, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT0103'3-INCHES.  NEAR CORNER OF SECTIONS 20, 21, 28, 29, T 116 N, R
 PT0103'77 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0241 ***********************************************************************
 QT0241  DESIGNATION -  P 31
 QT0241  PID         -  QT0241
 QT0241  STATE/COUNTY-  SD/HARDING
 QT0241  COUNTRY     -  US
 QT0241  USGS QUAD   -  BATTLESHIP ROCK (2017)
 QT0241
 QT0241                         *CURRENT SURVEY CONTROL
 QT0241  ______________________________________________________________________
 QT0241* NAD 83(1986) POSITION- 45 32 39.     (N) 103 07 30.     (W)   SCALED
 QT0241* NAVD 88 ORTHO HEIGHT -   940.816 (meters)     3086.66  (feet) ADJUSTED
 QT0241  ______________________________________________________________________
 QT0241  GEOID HEIGHT    -        -16.580 (meters)                     GEOID18
 QT0241  DYNAMIC HEIGHT  -        940.644 (meters)     3086.10  (feet) COMP
 QT0241  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 QT0241
 QT0241  VERT ORDER      -  FIRST     CLASS II
 QT0241
 QT0241.The horizontal coordinates were scaled from a map and have
 QT0241.an estimated accuracy of +/- 6 seconds.
 QT0241
 QT0241.The orthometric height was determined by differential leveling and
 QT0241.adjusted by the NATIONAL GEODETIC SURVEY
 QT0241.in June 1991.
 QT0241
 QT0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0241.GEOID18 height accuracy estimate available here.
 QT0241
 QT0241.Click photographs - Photos may exist for this station.
 QT0241
 QT0241.The dynamic height is computed by dividing the NAVD 88
 QT0241.geopotential number by the normal gravity value computed on the
 QT0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0241.degrees latitude (g = 980.6199 gals.).
 QT0241
 QT0241.The modeled gravity was interpolated from observed gravity values.
 QT0241
 QT0241;                    North         East    Units  Estimated Accuracy
 QT0241;SPC SD N     -   194,830.      356,010.      MT  (+/- 180 meters Scaled)
 QT0241
 QT0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL463451(NAD 83)
 QT0241
 QT0241                          SUPERSEDED SURVEY CONTROL
 QT0241
 QT0241  NGVD 29 (??/??/92)  940.323  (m)         3085.04   (f) ADJ UNCH    1 2
 QT0241
 QT0241.Superseded values are not recommended for survey control.
 QT0241
 QT0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0241.See file dsdata.pdf to determine how the superseded data were derived.
 QT0241
 QT0241_MARKER: DB = BENCH MARK DISK
 QT0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0241_STAMPING: P 31 1934
 QT0241_MARK LOGO: CGS
 QT0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0241+STABILITY: SURFACE MOTION
 QT0241
 QT0241  HISTORY     - Date     Condition        Report By
 QT0241  HISTORY     - 1934     MONUMENTED       CGS
 QT0241  HISTORY     - 1959     GOOD             CGS
 QT0241  HISTORY     - 1966     MARK NOT FOUND   USGS
 QT0241  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0241
 QT0241                          STATION DESCRIPTION
 QT0241
 QT0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QT0241'2 MI W FROM REVA.
 QT0241'2.0 MILES WEST ALONG STATE HIGHWAY 8 FROM REVA, HARDING COUNTY,
 QT0241'ABOUT 0.6 MILE WEST OF A SCHOOLHOUSE, ABOUT 111 YARDS NORTH
 QT0241'OF THE MONUMENT OF THE BATTLE OF SLIM BUTTES, ABOUT 90 YARDS
 QT0241'NORTHWEST OF A BRIDGE, AND ABOUT 34 YARDS NORTH OF THE CENTER
 QT0241'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 31 1934 AND
 QT0241'SET IN THE TOP OF A CONCRETE POST.
 QT0241
 QT0241                          STATION RECOVERY (1966)
 QT0241
 QT0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QT0241'MARK NOT FOUND.
 QT0241
 QT0241                          STATION RECOVERY (1999)
 QT0241
 QT0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0061 ***********************************************************************
 PT0061  DESIGNATION -  P 310
 PT0061  PID         -  PT0061
 PT0061  STATE/COUNTY-  SD/SULLY
 PT0061  COUNTRY     -  US
 PT0061  USGS QUAD   -  OKOBOJO (2017)
 PT0061
 PT0061                         *CURRENT SURVEY CONTROL
 PT0061  ______________________________________________________________________
 PT0061* NAD 83(1986) POSITION- 44 42 23.     (N) 100 29 14.     (W)   SCALED
 PT0061* NAVD 88 ORTHO HEIGHT -   595.549 (meters)     1953.90  (feet) ADJUSTED
 PT0061  ______________________________________________________________________
 PT0061  GEOID HEIGHT    -        -22.617 (meters)                     GEOID18
 PT0061  DYNAMIC HEIGHT  -        595.445 (meters)     1953.56  (feet) COMP
 PT0061  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 PT0061
 PT0061  VERT ORDER      -  SECOND    CLASS 0
 PT0061
 PT0061.The horizontal coordinates were scaled from a map and have
 PT0061.an estimated accuracy of +/- 6 seconds.
 PT0061
 PT0061.The orthometric height was determined by differential leveling and
 PT0061.adjusted by the NATIONAL GEODETIC SURVEY
 PT0061.in June 1991.
 PT0061
 PT0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0061.GEOID18 height accuracy estimate available here.
 PT0061
 PT0061.Click photographs - Photos may exist for this station.
 PT0061
 PT0061.The dynamic height is computed by dividing the NAVD 88
 PT0061.geopotential number by the normal gravity value computed on the
 PT0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0061.degrees latitude (g = 980.6199 gals.).
 PT0061
 PT0061.The modeled gravity was interpolated from observed gravity values.
 PT0061
 PT0061;                    North         East    Units  Estimated Accuracy
 PT0061;SPC SD N     -    97,130.      561,390.      MT  (+/- 180 meters Scaled)
 PT0061
 PT0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ821514(NAD 83)
 PT0061
 PT0061                          SUPERSEDED SURVEY CONTROL
 PT0061
 PT0061  NGVD 29 (??/??/92)  595.162  (m)         1952.63   (f) ADJ UNCH    2 0
 PT0061
 PT0061.Superseded values are not recommended for survey control.
 PT0061
 PT0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0061.See file dsdata.pdf to determine how the superseded data were derived.
 PT0061
 PT0061_MARKER: DB = BENCH MARK DISK
 PT0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0061_STAMPING: P 310 1946
 PT0061_MARK LOGO: CGS
 PT0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0061+STABILITY: SURFACE MOTION
 PT0061
 PT0061  HISTORY     - Date     Condition        Report By
 PT0061  HISTORY     - 1946     MONUMENTED       CGS
 PT0061  HISTORY     - 1964     GOOD             USGS
 PT0061  HISTORY     - 1984     MARK NOT FOUND   NGS
 PT0061
 PT0061                          STATION DESCRIPTION
 PT0061
 PT0061'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PT0061'30.9 MI NW FROM PIERRE.
 PT0061'30.9 MILES NORTHWEST OF PIERRE, APPROXIMATELY 4.0 MILES NORTH
 PT0061'AND 4.5 MILES WEST OF OKOBOJO, NEAR CORNER SECTIONS 4, 5, 8 AND
 PT0061'9, T 114 N, R 80 W, 44 FEET NORTH, 21 FEET EAST AND 2.6 FEET
 PT0061'LOWER THAN ISLAND FORMED BY A Y-ROAD, 9 FEET NORTH AND 4 FEET
 PT0061'WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED P 310 1946
 PT0061'AND SET IN THE TOP OF A CONCRETE POST.
 PT0061
 PT0061                          STATION RECOVERY (1984)
 PT0061
 PT0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0020 ***********************************************************************
 QS0020  DESIGNATION -  P 311
 QS0020  PID         -  QS0020
 QS0020  STATE/COUNTY-  SD/CAMPBELL
 QS0020  COUNTRY     -  US
 QS0020  USGS QUAD   -  POLLOCK (2017)
 QS0020
 QS0020                         *CURRENT SURVEY CONTROL
 QS0020  ______________________________________________________________________
 QS0020* NAD 83(1986) POSITION- 45 53 02.     (N) 100 17 09.     (W)   SCALED
 QS0020* NAVD 88 ORTHO HEIGHT -   508.079 (meters)     1666.92  (feet) ADJUSTED
 QS0020  ______________________________________________________________________
 QS0020  GEOID HEIGHT    -        -21.889 (meters)                     GEOID18
 QS0020  DYNAMIC HEIGHT  -        508.052 (meters)     1666.83  (feet) COMP
 QS0020  MODELED GRAVITY -    980,545.7   (mgal)                       NAVD 88
 QS0020
 QS0020  VERT ORDER      -  FIRST     CLASS II
 QS0020
 QS0020.The horizontal coordinates were scaled from a map and have
 QS0020.an estimated accuracy of +/- 6 seconds.
 QS0020
 QS0020.The orthometric height was determined by differential leveling and
 QS0020.adjusted by the NATIONAL GEODETIC SURVEY
 QS0020.in June 1991.
 QS0020
 QS0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0020.GEOID18 height accuracy estimate available here.
 QS0020
 QS0020.Click photographs - Photos may exist for this station.
 QS0020
 QS0020.The dynamic height is computed by dividing the NAVD 88
 QS0020.geopotential number by the normal gravity value computed on the
 QS0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0020.degrees latitude (g = 980.6199 gals.).
 QS0020
 QS0020.The modeled gravity was interpolated from observed gravity values.
 QS0020
 QS0020;                    North         East    Units  Estimated Accuracy
 QS0020;SPC SD N     -   227,920.      577,810.      MT  (+/- 180 meters Scaled)
 QS0020
 QS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR002819(NAD 83)
 QS0020
 QS0020                          SUPERSEDED SURVEY CONTROL
 QS0020
 QS0020  NGVD 29 (??/??/92)  507.696  (m)         1665.67   (f) ADJ UNCH    1 2
 QS0020
 QS0020.Superseded values are not recommended for survey control.
 QS0020
 QS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0020.See file dsdata.pdf to determine how the superseded data were derived.
 QS0020
 QS0020_MARKER: DB = BENCH MARK DISK
 QS0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0020_STAMPING: P 311 1945
 QS0020_MARK LOGO: CGS
 QS0020_PROJECTION: PROJECTING 24 CENTIMETERS
 QS0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0020+STABILITY: SURFACE MOTION
 QS0020
 QS0020  HISTORY     - Date     Condition        Report By
 QS0020  HISTORY     - 1945     MONUMENTED       CGS
 QS0020  HISTORY     - 1949     GOOD             CGS
 QS0020
 QS0020                          STATION DESCRIPTION
 QS0020
 QS0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0020'2.8 MI SE FROM POLLOCK.
 QS0020'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM R.R. STATION AT
 QS0020'POLLOCK, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 QS0020'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG
 QS0020'A GRAVELED ROAD, 66 FEET SOUTHEAST OF THE EXTENDED CENTER LINE
 QS0020'OF A DIRT ROAD LEADING NORTH, 56 FEET NORTHWEST OF THE NORTHWEST
 QS0020'CORNER OF A SMALL RED SHED, 38 FEET SOUTH OF THE CENTER LINE
 QS0020'OF THE GRAVELED ROAD, 2.7 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 QS0020'SOUTH OF AND INSIDE OF A GARDEN FENCE, AND SET IN THE TOP OF
 QS0020'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- 1964
 QS0020'REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8
 QS0020'MILE SOUTH.  ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0425 ***********************************************************************
 PS0425  DESIGNATION -  P 312 RESET
 PS0425  PID         -  PS0425
 PS0425  STATE/COUNTY-  SD/HUGHES
 PS0425  COUNTRY     -  US
 PS0425  USGS QUAD   -  DE GREY (2017)
 PS0425
 PS0425                         *CURRENT SURVEY CONTROL
 PS0425  ______________________________________________________________________
 PS0425* NAD 83(1986) POSITION- 44 17 39.     (N) 099 58 00.     (W)   SCALED
 PS0425* NAVD 88 ORTHO HEIGHT -   464.344 (meters)     1523.44  (feet) ADJUSTED
 PS0425  ______________________________________________________________________
 PS0425  GEOID HEIGHT    -        -23.879 (meters)                     GEOID18
 PS0425  DYNAMIC HEIGHT  -        464.251 (meters)     1523.13  (feet) COMP
 PS0425  MODELED GRAVITY -    980,404.2   (mgal)                       NAVD 88
 PS0425
 PS0425  VERT ORDER      -  FIRST     CLASS II
 PS0425
 PS0425.The horizontal coordinates were scaled from a map and have
 PS0425.an estimated accuracy of +/- 6 seconds.
 PS0425
 PS0425.The orthometric height was determined by differential leveling and
 PS0425.adjusted by the NATIONAL GEODETIC SURVEY
 PS0425.in June 1991.
 PS0425
 PS0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0425.GEOID18 height accuracy estimate available here.
 PS0425
 PS0425.Click photographs - Photos may exist for this station.
 PS0425
 PS0425.The dynamic height is computed by dividing the NAVD 88
 PS0425.geopotential number by the normal gravity value computed on the
 PS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0425.degrees latitude (g = 980.6199 gals.).
 PS0425
 PS0425.The modeled gravity was interpolated from observed gravity values.
 PS0425
 PS0425;                    North         East    Units  Estimated Accuracy
 PS0425;SPC SD S     -   217,900.      629,260.      MT  (+/- 180 meters Scaled)
 PS0425
 PS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ228050(NAD 83)
 PS0425
 PS0425                          SUPERSEDED SURVEY CONTROL
 PS0425
 PS0425  NGVD 29 (??/??/92)  464.006  (m)         1522.33   (f) ADJ UNCH    1 2
 PS0425
 PS0425.Superseded values are not recommended for survey control.
 PS0425
 PS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0425.See file dsdata.pdf to determine how the superseded data were derived.
 PS0425
 PS0425_MARKER: DB = BENCH MARK DISK
 PS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0425_STAMPING: P 312 RESET 1949
 PS0425_MARK LOGO: CGS
 PS0425_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0425+STABILITY: SURFACE MOTION
 PS0425
 PS0425  HISTORY     - Date     Condition        Report By
 PS0425  HISTORY     - 1949     MONUMENTED       CGS
 PS0425
 PS0425                          STATION DESCRIPTION
 PS0425
 PS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0425'3.3 MI W FROM DE GREY.
 PS0425'3.3 MILES WEST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0425'AT DE GREY, ON THE OUTSIDE OF A CURVE IN THE OLD ROAD WITH
 PS0425'TANGENTS LEADING WEST AND SOUTH, 328 FEET SOUTH OF THE CENTER
 PS0425'LINE OF THE NEW HIGHWAY NOW UNDER CONSTRUCTION, 226 NORTHEAST
 PS0425'OF THE CENTER LINE OF THE OLD HIGHWAY, 41 FEET EAST OF THE
 PS0425'CENTER LINE OF A NORTH-SOUTH SECTION LINE ROAD, 5.3 FEET NORTH
 PS0425'OF A TELEPHONE POLE, 0.9 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A
 PS0425'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 PS0425'OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0193 ***********************************************************************
 PT0193  DESIGNATION -  P 313
 PT0193  PID         -  PT0193
 PT0193  STATE/COUNTY-  SD/HUGHES
 PT0193  COUNTRY     -  US
 PT0193  USGS QUAD   -  PIERRE NE (2017)
 PT0193
 PT0193                         *CURRENT SURVEY CONTROL
 PT0193  ______________________________________________________________________
 PT0193* NAD 83(1986) POSITION- 44 26 28.     (N) 100 22 24.     (W)   SCALED
 PT0193* NAVD 88 ORTHO HEIGHT -   532.975 (meters)     1748.60  (feet) ADJUSTED
 PT0193  ______________________________________________________________________
 PT0193  GEOID HEIGHT    -        -23.214 (meters)                     GEOID18
 PT0193  DYNAMIC HEIGHT  -        532.872 (meters)     1748.26  (feet) COMP
 PT0193  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0193
 PT0193  VERT ORDER      -  FIRST     CLASS II
 PT0193
 PT0193.The horizontal coordinates were scaled from a map and have
 PT0193.an estimated accuracy of +/- 6 seconds.
 PT0193
 PT0193.The orthometric height was determined by differential leveling and
 PT0193.adjusted by the NATIONAL GEODETIC SURVEY
 PT0193.in June 1991.
 PT0193
 PT0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0193.GEOID18 height accuracy estimate available here.
 PT0193
 PT0193.Click photographs - Photos may exist for this station.
 PT0193
 PT0193.The dynamic height is computed by dividing the NAVD 88
 PT0193.geopotential number by the normal gravity value computed on the
 PT0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0193.degrees latitude (g = 980.6199 gals.).
 PT0193
 PT0193.The modeled gravity was interpolated from observed gravity values.
 PT0193
 PT0193;                    North         East    Units  Estimated Accuracy
 PT0193;SPC SD S     -   234,170.      596,820.      MT  (+/- 180 meters Scaled)
 PT0193
 PT0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ907217(NAD 83)
 PT0193
 PT0193                          SUPERSEDED SURVEY CONTROL
 PT0193
 PT0193  NGVD 29 (??/??/92)  532.589  (m)         1747.34   (f) ADJ UNCH    1 2
 PT0193
 PT0193.Superseded values are not recommended for survey control.
 PT0193
 PT0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0193.See file dsdata.pdf to determine how the superseded data were derived.
 PT0193
 PT0193_MARKER: DD = SURVEY DISK
 PT0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0193_STAMPING: P 313
 PT0193_MARK LOGO: USACE
 PT0193_PROJECTION: PROJECTING 9 CENTIMETERS
 PT0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0193+STABILITY: SURFACE MOTION
 PT0193
 PT0193  HISTORY     - Date     Condition        Report By
 PT0193  HISTORY     - UNK      MONUMENTED       USACE
 PT0193  HISTORY     - 1949     GOOD             CGS
 PT0193  HISTORY     - 1951     GOOD             CGS
 PT0193
 PT0193                          STATION DESCRIPTION
 PT0193
 PT0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0193'6.4 MI N FROM PIERRE.
 PT0193'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PT0193'PIERRE, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0193'1.0 MILE WEST ALONG A TRACK ROAD, THENCE 0.25 MILE NORTHWEST
 PT0193'THROUGH A GATE AND ACROSS A PASTURE TO THE EAST BLUFF OF THE
 PT0193'MISSOURI RIVER, 5 FEET EAST OF THE EDGE OF A STEEP CLIFF, 2.6
 PT0193'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PT0193'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 PT0193
 PT0193                          STATION RECOVERY (1951)
 PT0193
 PT0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0479 ***********************************************************************
 PS0479  DESIGNATION -  P 314
 PS0479  PID         -  PS0479
 PS0479  STATE/COUNTY-  SD/HYDE
 PS0479  COUNTRY     -  US
 PS0479  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0479
 PS0479                         *CURRENT SURVEY CONTROL
 PS0479  ______________________________________________________________________
 PS0479* NAD 83(1986) POSITION- 44 16 49.     (N) 099 36 10.     (W)   SCALED
 PS0479* NAVD 88 ORTHO HEIGHT -   624.028 (meters)     2047.33  (feet) ADJUSTED
 PS0479  ______________________________________________________________________
 PS0479  GEOID HEIGHT    -        -24.030 (meters)                     GEOID18
 PS0479  DYNAMIC HEIGHT  -        623.892 (meters)     2046.89  (feet) COMP
 PS0479  MODELED GRAVITY -    980,379.7   (mgal)                       NAVD 88
 PS0479
 PS0479  VERT ORDER      -  SECOND    CLASS 0
 PS0479
 PS0479.The horizontal coordinates were scaled from a map and have
 PS0479.an estimated accuracy of +/- 6 seconds.
 PS0479
 PS0479.The orthometric height was determined by differential leveling and
 PS0479.adjusted by the NATIONAL GEODETIC SURVEY
 PS0479.in June 1991.
 PS0479
 PS0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0479.GEOID18 height accuracy estimate available here.
 PS0479
 PS0479.Click photographs - Photos may exist for this station.
 PS0479
 PS0479.The dynamic height is computed by dividing the NAVD 88
 PS0479.geopotential number by the normal gravity value computed on the
 PS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0479.degrees latitude (g = 980.6199 gals.).
 PS0479
 PS0479.The modeled gravity was interpolated from observed gravity values.
 PS0479
 PS0479;                    North         East    Units  Estimated Accuracy
 PS0479;SPC SD N     -    49,740.      631,710.      MT  (+/- 180 meters Scaled)
 PS0479
 PS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ519031(NAD 83)
 PS0479
 PS0479                          SUPERSEDED SURVEY CONTROL
 PS0479
 PS0479  NGVD 29 (??/??/92)  623.679  (m)         2046.19   (f) ADJ UNCH    2 0
 PS0479
 PS0479.Superseded values are not recommended for survey control.
 PS0479
 PS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0479.See file dsdata.pdf to determine how the superseded data were derived.
 PS0479
 PS0479_MARKER: DB = BENCH MARK DISK
 PS0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0479_STAMPING: P 314 1946
 PS0479_MARK LOGO: CGS
 PS0479_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0479+STABILITY: SURFACE MOTION
 PS0479
 PS0479  HISTORY     - Date     Condition        Report By
 PS0479  HISTORY     - 1946     MONUMENTED       CGS
 PS0479  HISTORY     - 1984     GOOD             NGS
 PS0479
 PS0479                          STATION DESCRIPTION
 PS0479
 PS0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0479'11 MI NW FROM STEPHAN.
 PS0479'11.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK
 PS0479'MAY BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A
 PS0479'GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE
 PS0479'1.0 MILE NORTH ALONG STATE HIGHWAY 47, THENCE 7.0 MILES WEST
 PS0479'ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH AND 1.0 MILE WEST ALONG
 PS0479'A GRAVEL ROAD, THENCE 1.0 MILE NORTH AND 1.0 MILE WEST ALONG A
 PS0479'GRAVEL ROAD.  IT IS 45.3 FEET NORTHEAST OF THE CENTER LINE OF
 PS0479'THE GRAVEL ROAD, 25 FEET SOUTHWEST OF A WIRE FENCE, 6.8 FEET
 PS0479'EAST OF A LARGE BOULDER, 1.8 FEET WEST OF A WHITE WOODEN WITNESS
 PS0479'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 314
 PS0479'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 PS0479'ABOVE GROUND.
 PS0479
 PS0479                          STATION RECOVERY (1984)
 PS0479
 PS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0757 ***********************************************************************
 PS0757  DESIGNATION -  P 314 RESET
 PS0757  PID         -  PS0757
 PS0757  STATE/COUNTY-  SD/HYDE
 PS0757  COUNTRY     -  US
 PS0757  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0757
 PS0757                         *CURRENT SURVEY CONTROL
 PS0757  ______________________________________________________________________
 PS0757* NAD 83(1986) POSITION- 44 16 49.     (N) 099 36 10.     (W)   SCALED
 PS0757* NAVD 88 ORTHO HEIGHT -   624.55  (meters)     2049.0   (feet) RESET
 PS0757  ______________________________________________________________________
 PS0757  GEOID HEIGHT    -        -24.030 (meters)                     GEOID18
 PS0757  VERT ORDER      -  THIRD
 PS0757
 PS0757.The horizontal coordinates were scaled from a map and have
 PS0757.an estimated accuracy of +/- 6 seconds.
 PS0757
 PS0757.The orthometric height was computed from unverified reset data.
 PS0757
 PS0757.No vertical observational check was made to the station.
 PS0757
 PS0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0757.GEOID18 height accuracy estimate available here.
 PS0757
 PS0757.Click photographs - Photos may exist for this station.
 PS0757
 PS0757;                    North         East    Units  Estimated Accuracy
 PS0757;SPC SD N     -    49,740.      631,710.      MT  (+/- 180 meters Scaled)
 PS0757
 PS0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ519031(NAD 83)
 PS0757
 PS0757                          SUPERSEDED SURVEY CONTROL
 PS0757
 PS0757  NGVD 29 (04/17/07)  624.20   (m)         2047.9    (f) RESET       3  
 PS0757
 PS0757.Superseded values are not recommended for survey control.
 PS0757
 PS0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0757.See file dsdata.pdf to determine how the superseded data were derived.
 PS0757
 PS0757_MARKER: DV = VERTICAL CONTROL DISK
 PS0757_SETTING: 80 = SET IN A BOULDER
 PS0757_STAMPING: P 314 RESET 1984
 PS0757_MARK LOGO: NGS
 PS0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0757+STABILITY: SURFACE MOTION
 PS0757
 PS0757  HISTORY     - Date     Condition        Report By
 PS0757  HISTORY     - 1984     MONUMENTED       NGS
 PS0757
 PS0757                          STATION DESCRIPTION
 PS0757
 PS0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PS0757'13.3 KM (8.25 MI) WEST-NORTHWEST ALONG HIGHWAY 34, FROM THE JUNCTION
 PS0757'OF HIGHWAYS 47 AND 34, WHICH IS ABOUT 30.5 KM (18.95 MI) SOUTH OF
 PS0757'HIGHMORE OR 1.6 KM (1.00 MI) NORTHEAST OF STEPHAN, THENCE NORTH ALONG
 PS0757'GRAVELED ROAD FOR 0.25 K M TO A SIDE ROAD RIGHT, EAST-WEST SECTION
 PS0757'LINE AND MARK IN BURIED BOULDER, ABOUT 100 M (328.1 FT) SOUTHWEST OF
 PS0757'A RED AND WHITE MAST, 39.5 M (129.6 FT) EAST OF THE CENTERLINE OF THE
 PS0757'ROAD, 19.8 M (65.0 FT) NORTH OF THE CENTER OF A ROAD AND 0.25 M
 PS0757'(0.82 FT) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0489 ***********************************************************************
 PS0489  DESIGNATION -  P 315
 PS0489  PID         -  PS0489
 PS0489  STATE/COUNTY-  SD/HUGHES
 PS0489  COUNTRY     -  US
 PS0489  USGS QUAD   -  DE GREY SE (2017)
 PS0489
 PS0489                         *CURRENT SURVEY CONTROL
 PS0489  ______________________________________________________________________
 PS0489* NAD 83(1986) POSITION- 44 18 34.     (N) 099 45 54.     (W)   SCALED
 PS0489* NAVD 88 ORTHO HEIGHT -   551.036 (meters)     1807.86  (feet) ADJUSTED
 PS0489  ______________________________________________________________________
 PS0489  GEOID HEIGHT    -        -23.953 (meters)                     GEOID18
 PS0489  DYNAMIC HEIGHT  -        550.915 (meters)     1807.46  (feet) COMP
 PS0489  MODELED GRAVITY -    980,380.7   (mgal)                       NAVD 88
 PS0489
 PS0489  VERT ORDER      -  SECOND    CLASS 0
 PS0489
 PS0489.The horizontal coordinates were scaled from a map and have
 PS0489.an estimated accuracy of +/- 6 seconds.
 PS0489
 PS0489.The orthometric height was determined by differential leveling and
 PS0489.adjusted by the NATIONAL GEODETIC SURVEY
 PS0489.in June 1991.
 PS0489
 PS0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0489.GEOID18 height accuracy estimate available here.
 PS0489
 PS0489.Click photographs - Photos may exist for this station.
 PS0489
 PS0489.The dynamic height is computed by dividing the NAVD 88
 PS0489.geopotential number by the normal gravity value computed on the
 PS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0489.degrees latitude (g = 980.6199 gals.).
 PS0489
 PS0489.The modeled gravity was interpolated from observed gravity values.
 PS0489
 PS0489;                    North         East    Units  Estimated Accuracy
 PS0489;SPC SD S     -   219,690.      645,350.      MT  (+/- 180 meters Scaled)
 PS0489
 PS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ389065(NAD 83)
 PS0489
 PS0489                          SUPERSEDED SURVEY CONTROL
 PS0489
 PS0489  NGVD 29 (??/??/92)  550.689  (m)         1806.72   (f) ADJ UNCH    2 0
 PS0489
 PS0489.Superseded values are not recommended for survey control.
 PS0489
 PS0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0489.See file dsdata.pdf to determine how the superseded data were derived.
 PS0489
 PS0489_MARKER: DB = BENCH MARK DISK
 PS0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0489_STAMPING: P 315 1946
 PS0489_MARK LOGO: CGS
 PS0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0489+STABILITY: SURFACE MOTION
 PS0489
 PS0489  HISTORY     - Date     Condition        Report By
 PS0489  HISTORY     - 1946     MONUMENTED       CGS
 PS0489
 PS0489                          STATION DESCRIPTION
 PS0489
 PS0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0489'9.1 MI NE FROM DE GREY.
 PS0489'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0489'AT DE GREY, HUGHES COUNTY, 5.0 MILES EAST OF GIDDINGS SCHOOL,
 PS0489'NEAR A SECTION CORNER, 38 FEET NORTH OF THE CENTER LINE OF THE
 PS0489'HIGHWAY, 10 FEET NORTH OF A FENCE CORNER, 3 FEET EAST OF THE
 PS0489'FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 PS0489'STANDARD DISK, STAMPED P 315 1946 AND SET IN THE TOP OF A
 PS0489'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0039 ***********************************************************************
 NN0039  DESIGNATION -  P 316
 NN0039  PID         -  NN0039
 NN0039  STATE/COUNTY-  SD/CHARLES MIX
 NN0039  COUNTRY     -  US
 NN0039  USGS QUAD   -  LYNCH NE (2017)
 NN0039
 NN0039                         *CURRENT SURVEY CONTROL
 NN0039  ______________________________________________________________________
 NN0039* NAD 83(1986) POSITION- 42 55 24.     (N) 098 21 11.     (W)   SCALED
 NN0039* NAVD 88 ORTHO HEIGHT -   422.302 (meters)     1385.50  (feet) ADJUSTED
 NN0039  ______________________________________________________________________
 NN0039  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 NN0039  DYNAMIC HEIGHT  -        422.159 (meters)     1385.03  (feet) COMP
 NN0039  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 NN0039
 NN0039  VERT ORDER      -  SECOND    CLASS 0
 NN0039
 NN0039.The horizontal coordinates were scaled from a map and have
 NN0039.an estimated accuracy of +/- 6 seconds.
 NN0039
 NN0039.The orthometric height was determined by differential leveling and
 NN0039.adjusted by the NATIONAL GEODETIC SURVEY
 NN0039.in June 1991.
 NN0039
 NN0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0039.GEOID18 height accuracy estimate available here.
 NN0039
 NN0039.Click photographs - Photos may exist for this station.
 NN0039
 NN0039.The dynamic height is computed by dividing the NAVD 88
 NN0039.geopotential number by the normal gravity value computed on the
 NN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0039.degrees latitude (g = 980.6199 gals.).
 NN0039
 NN0039.The modeled gravity was interpolated from observed gravity values.
 NN0039
 NN0039;                    North         East    Units  Estimated Accuracy
 NN0039;SPC SD S     -    67,470.      761,660.      MT  (+/- 180 meters Scaled)
 NN0039
 NN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN527525(NAD 83)
 NN0039
 NN0039                          SUPERSEDED SURVEY CONTROL
 NN0039
 NN0039  NGVD 29 (??/??/92)  422.036  (m)         1384.63   (f) ADJ UNCH    2 0
 NN0039
 NN0039.Superseded values are not recommended for survey control.
 NN0039
 NN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0039.See file dsdata.pdf to determine how the superseded data were derived.
 NN0039
 NN0039_MARKER: DB = BENCH MARK DISK
 NN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0039_STAMPING: P 316 1946
 NN0039_MARK LOGO: CGS
 NN0039_PROJECTION: PROJECTING 18 CENTIMETERS
 NN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0039+STABILITY: SURFACE MOTION
 NN0039
 NN0039  HISTORY     - Date     Condition        Report By
 NN0039  HISTORY     - 1946     MONUMENTED       CGS
 NN0039  HISTORY     - 1962     GOOD             USGS
 NN0039
 NN0039                          STATION DESCRIPTION
 NN0039
 NN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0039'1.9 MI NE FROM GREENWOOD.
 NN0039'1.9 MILES NORTHEAST, TO REACH FROM THE YANKTON INDIAN AGENCY
 NN0039'BUILDING AT GREENWOOD GO EAST 1.4 MILES ALONG A GRAVELED ROAD,
 NN0039'THENCE NORTHEASTERLY 0.5 MILE ALONG A GRAVELED ROAD TO SITE
 NN0039'OF MARK, BENCH MARK IS AT A L TURN IN THE ROAD, 96.0 FEET
 NN0039'SOUTHEAST OF AND ABOUT 5.0 FEET LOWER THAN THE CENTER LINE
 NN0039'OF THE ROAD, 24.0 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT WEST
 NN0039'OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.
 NN0039'A BRONZE DISK STAMPED P 316 1946 AND SET IN THE TOP OF A CONCRETE
 NN0039'POST WHICH PROJECTS 7 INCHES ABOVE GROUND.  DESCRIBED LOCATION
 NN0039'NOW BEING FARMED.  1962.
 NN0039
 NN0039                          STATION RECOVERY (1962)
 NN0039
 NN0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1574 ***********************************************************************
 NM1574  DESIGNATION -  P 317 RESET
 NM1574  PID         -  NM1574
 NM1574  STATE/COUNTY-  SD/BON HOMME
 NM1574  COUNTRY     -  US
 NM1574  USGS QUAD   -  TABOR (2017)
 NM1574
 NM1574                         *CURRENT SURVEY CONTROL
 NM1574  ______________________________________________________________________
 NM1574* NAD 83(1986) POSITION- 42 54 31.     (N) 097 38 07.     (W)   SCALED
 NM1574* NAVD 88 ORTHO HEIGHT -   449.635 (meters)     1475.18  (feet) ADJUSTED
 NM1574  ______________________________________________________________________
 NM1574  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 NM1574  DYNAMIC HEIGHT  -        449.493 (meters)     1474.71  (feet) COMP
 NM1574  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 NM1574
 NM1574  VERT ORDER      -  FIRST     CLASS II
 NM1574
 NM1574.The horizontal coordinates were scaled from a map and have
 NM1574.an estimated accuracy of +/- 6 seconds.
 NM1574
 NM1574.The orthometric height was determined by differential leveling and
 NM1574.adjusted by the NATIONAL GEODETIC SURVEY
 NM1574.in June 1994.
 NM1574
 NM1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1574.GEOID18 height accuracy estimate available here.
 NM1574
 NM1574.Click photographs - Photos may exist for this station.
 NM1574
 NM1574.The dynamic height is computed by dividing the NAVD 88
 NM1574.geopotential number by the normal gravity value computed on the
 NM1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1574.degrees latitude (g = 980.6199 gals.).
 NM1574
 NM1574.The modeled gravity was interpolated from observed gravity values.
 NM1574
 NM1574;                    North         East    Units  Estimated Accuracy
 NM1574;SPC SD S     -    67,490.      820,290.      MT  (+/- 180 meters Scaled)
 NM1574
 NM1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN114515(NAD 83)
 NM1574
 NM1574                          SUPERSEDED SURVEY CONTROL
 NM1574
 NM1574  NGVD 29 (04/17/07)  449.42   (m)         1474.5    (f) RESET       3  
 NM1574
 NM1574.Superseded values are not recommended for survey control.
 NM1574
 NM1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1574.See file dsdata.pdf to determine how the superseded data were derived.
 NM1574
 NM1574_MARKER: DV = VERTICAL CONTROL DISK
 NM1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1574_STAMPING: P 317 RESET 1979
 NM1574_MARK LOGO: NGS
 NM1574_PROJECTION: FLUSH
 NM1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1574+STABILITY: SURFACE MOTION
 NM1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1574+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2012
 NM1574
 NM1574  HISTORY     - Date     Condition        Report By
 NM1574  HISTORY     - 1979     MONUMENTED       NGS
 NM1574  HISTORY     - 19930919 GOOD             NGS
 NM1574  HISTORY     - 20120309 GOOD             INDIV
 NM1574
 NM1574                          STATION DESCRIPTION
 NM1574
 NM1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NM1574'17.0 MI NE FROM SPRINGFIELD.
 NM1574'3.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE IN
 NM1574'SPRINGFIELD, THENCE 9.0 MILES EAST ALONG A PAVED ROAD, THENCE 1.0
 NM1574'MILE NORTH, THENCE 3.2 MILES EAST ALONG PAVED ROAD, THENCE 0.8 MILE
 NM1574'EAST ALONG STATE HIGHWAY 50, 74.0 FEET NORTH OF CENTER OF STATE
 NM1574'HIGHWAY 50, AND 252.0 FEET WEST OF GRAVEL ROAD.
 NM1574'THE MARK IS 1.7 FT  E FROM A WITNESS POST.
 NM1574
 NM1574                          STATION RECOVERY (1993)
 NM1574
 NM1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1574'19.7 KM (12.25 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM1574'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 75.0 M (246.1 FT) WEST OF
 NM1574'THE CENTER OF A GRAVELED ROAD LEADING NORTH AND THE YANKTON-BON HOMME
 NM1574'COUNTY LINE, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.0 M
 NM1574'(72.2 FT) WEST OF A FENCE CORNER, 4.0 M (13.1 FT) BELOW THE LEVEL OF
 NM1574'THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT)
 NM1574'SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 NM1574'BELOW THE GROUND SURFACE.
 NM1574
 NM1574                          STATION RECOVERY (2012)
 NM1574
 NM1574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0583 ***********************************************************************
 OR0583  DESIGNATION -  P 318
 OR0583  PID         -  OR0583
 OR0583  STATE/COUNTY-  SD/GREGORY
 OR0583  COUNTRY     -  US
 OR0583  USGS QUAD   -  GREGORY SE (2017)
 OR0583
 OR0583                         *CURRENT SURVEY CONTROL
 OR0583  ______________________________________________________________________
 OR0583* NAD 83(1986) POSITION- 43 02 04.     (N) 099 17 47.     (W)   SCALED
 OR0583* NAVD 88 ORTHO HEIGHT -   649.633 (meters)     2131.34  (feet) ADJUSTED
 OR0583  ______________________________________________________________________
 OR0583  GEOID HEIGHT    -        -25.339 (meters)                     GEOID18
 OR0583  DYNAMIC HEIGHT  -        649.380 (meters)     2130.51  (feet) COMP
 OR0583  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 OR0583
 OR0583  VERT ORDER      -  SECOND    CLASS 0
 OR0583
 OR0583.The horizontal coordinates were scaled from a map and have
 OR0583.an estimated accuracy of +/- 6 seconds.
 OR0583
 OR0583.The orthometric height was determined by differential leveling and
 OR0583.adjusted by the NATIONAL GEODETIC SURVEY
 OR0583.in June 1991.
 OR0583
 OR0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0583.GEOID18 height accuracy estimate available here.
 OR0583
 OR0583.Click photographs - Photos may exist for this station.
 OR0583
 OR0583.The dynamic height is computed by dividing the NAVD 88
 OR0583.geopotential number by the normal gravity value computed on the
 OR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0583.degrees latitude (g = 980.6199 gals.).
 OR0583
 OR0583.The modeled gravity was interpolated from observed gravity values.
 OR0583
 OR0583;                    North         East    Units  Estimated Accuracy
 OR0583;SPC SD S     -    78,420.      684,500.      MT  (+/- 180 meters Scaled)
 OR0583
 OR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758646(NAD 83)
 OR0583
 OR0583                          SUPERSEDED SURVEY CONTROL
 OR0583
 OR0583  NGVD 29 (??/??/92)  649.33   (m)         2130.3    (f) COMPUTED    2 0
 OR0583
 OR0583.Superseded values are not recommended for survey control.
 OR0583
 OR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0583.See file dsdata.pdf to determine how the superseded data were derived.
 OR0583
 OR0583_MARKER: DB = BENCH MARK DISK
 OR0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0583_STAMPING: P 318 1961
 OR0583_MARK LOGO: CGS
 OR0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0583+STABILITY: SURFACE MOTION
 OR0583
 OR0583  HISTORY     - Date     Condition        Report By
 OR0583  HISTORY     - 1946     MONUMENTED       CGS
 OR0583
 OR0583                          STATION DESCRIPTION
 OR0583
 OR0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0583'10 MI S FROM BURKE.
 OR0583'ALONG A COUNTY GRAVEL ROAD, 10.0 MILES SOUTH OF THE CHICAGO AND
 OR0583'NORTHWESTERN RAILROAD STATION IN BURKE, NEAR A FARM HOUSE, 135
 OR0583'FEET WEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 33 FEET EAST
 OR0583'OF THE CENTER OF THE ROAD, 22 FEET SOUTH OF THE CENTER OF A
 OR0583'DRIVEWAY, 2 FEET SOUTH OF WITNESS POST, 3 FEET EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0584 ***********************************************************************
 OR0584  DESIGNATION -  P 318 RESET
 OR0584  PID         -  OR0584
 OR0584  STATE/COUNTY-  SD/GREGORY
 OR0584  COUNTRY     -  US
 OR0584  USGS QUAD   -  GREGORY SE (2017)
 OR0584
 OR0584                         *CURRENT SURVEY CONTROL
 OR0584  ______________________________________________________________________
 OR0584* NAD 83(1986) POSITION- 43 02 04.     (N) 099 17 47.     (W)   SCALED
 OR0584* NAVD 88 ORTHO HEIGHT -   649.07  (+/-2cm)     2129.5   (feet) VERTCON3
 OR0584  ______________________________________________________________________
 OR0584  GEOID HEIGHT    -        -25.339 (meters)                     GEOID18
 OR0584  VERT ORDER      -  THIRD (See Below)
 OR0584
 OR0584.The horizontal coordinates were scaled from a map and have
 OR0584.an estimated accuracy of +/- 6 seconds.
 OR0584
 OR0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0584
 OR0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0584.GEOID18 height accuracy estimate available here.
 OR0584
 OR0584.The vertical order pertains to the NGVD 29 superseded value.
 OR0584
 OR0584.Click photographs - Photos may exist for this station.
 OR0584
 OR0584;                    North         East    Units  Estimated Accuracy
 OR0584;SPC SD S     -    78,420.      684,500.      MT  (+/- 180 meters Scaled)
 OR0584
 OR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758646(NAD 83)
 OR0584
 OR0584                          SUPERSEDED SURVEY CONTROL
 OR0584
 OR0584  NGVD 29 (??/??/??)  648.76   (m)         2128.5    (f) RESET       3  
 OR0584
 OR0584.Superseded values are not recommended for survey control.
 OR0584
 OR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0584.See file dsdata.pdf to determine how the superseded data were derived.
 OR0584
 OR0584_MARKER: DB = BENCH MARK DISK
 OR0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0584_STAMPING: P 318 RESET 1961
 OR0584_MARK LOGO: CGS
 OR0584_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0584+STABILITY: SURFACE MOTION
 OR0584
 OR0584  HISTORY     - Date     Condition        Report By
 OR0584  HISTORY     - 1961     MONUMENTED       CGS
 OR0584
 OR0584                          STATION DESCRIPTION
 OR0584
 OR0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0584'10 MI S FROM BURKE.
 OR0584'THIS MARK IS LOCATED ABOUT 10.0 MILES SOUTH ALONG STATE HIGHWAY
 OR0584'47 FROM THE RAILROAD STATION IN BURKE, ABOUT 125 FEET NORTHWEST
 OR0584'OF THE NORTH-WEST CORNER OF A FARMHOUSE, 59 FEET EAST OF THE
 OR0584'CENTERLINE OF THE HIGHWAY AND 28 FEET NORTH OF THE CENTERLINE
 OR0584'OF FARM DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 OR0584'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0989 ***********************************************************************
 NM0989  DESIGNATION -  P 319
 NM0989  PID         -  NM0989
 NM0989  STATE/COUNTY-  SD/YANKTON
 NM0989  COUNTRY     -  US
 NM0989  USGS QUAD   -  YANKTON (2017)
 NM0989
 NM0989                         *CURRENT SURVEY CONTROL
 NM0989  ______________________________________________________________________
 NM0989* NAD 83(1986) POSITION- 42 53 33.     (N) 097 27 25.     (W)   SCALED
 NM0989* NAVD 88 ORTHO HEIGHT -   404.352 (meters)     1326.61  (feet) ADJUSTED
 NM0989  ______________________________________________________________________
 NM0989  GEOID HEIGHT    -        -25.609 (meters)                     GEOID18
 NM0989  DYNAMIC HEIGHT  -        404.234 (meters)     1326.22  (feet) COMP
 NM0989  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 NM0989
 NM0989  VERT ORDER      -  SECOND    CLASS 0
 NM0989
 NM0989.The horizontal coordinates were scaled from a map and have
 NM0989.an estimated accuracy of +/- 6 seconds.
 NM0989
 NM0989.The orthometric height was determined by differential leveling and
 NM0989.adjusted by the NATIONAL GEODETIC SURVEY
 NM0989.in June 1991.
 NM0989
 NM0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0989.GEOID18 height accuracy estimate available here.
 NM0989
 NM0989.Click photographs - Photos may exist for this station.
 NM0989
 NM0989.The dynamic height is computed by dividing the NAVD 88
 NM0989.geopotential number by the normal gravity value computed on the
 NM0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0989.degrees latitude (g = 980.6199 gals.).
 NM0989
 NM0989.The modeled gravity was interpolated from observed gravity values.
 NM0989
 NM0989;                    North         East    Units  Estimated Accuracy
 NM0989;SPC SD S     -    66,190.      834,900.      MT  (+/- 180 meters Scaled)
 NM0989
 NM0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN259500(NAD 83)
 NM0989
 NM0989                          SUPERSEDED SURVEY CONTROL
 NM0989
 NM0989  NGVD 29 (??/??/92)  404.147  (m)         1325.94   (f) ADJ UNCH    2 0
 NM0989
 NM0989.Superseded values are not recommended for survey control.
 NM0989
 NM0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0989.See file dsdata.pdf to determine how the superseded data were derived.
 NM0989
 NM0989_MARKER: DB = BENCH MARK DISK
 NM0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0989_STAMPING: P 319 1946
 NM0989_MARK LOGO: CGS
 NM0989_PROJECTION: PROJECTING 8 CENTIMETERS
 NM0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0989+STABILITY: SURFACE MOTION
 NM0989
 NM0989  HISTORY     - Date     Condition        Report By
 NM0989  HISTORY     - 1946     MONUMENTED       CGS
 NM0989
 NM0989                          STATION DESCRIPTION
 NM0989
 NM0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0989'4 MI W FROM YANKTON.
 NM0989'4.0 MILES WEST ALONG SOUTH DAKOTA STATE HIGHWAY NO. 50 FROM THE
 NM0989'POST OFFICE AT YANKTON, AND AT THE JUNCTION OF A GRAVEL ROAD
 NM0989'LEADING NORTH, 110 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NM0989'LINE OF THE HIGHWAY, 102 FEET EAST OF THE CENTER LINE OF THE
 NM0989'GRAVEL ROAD, 72 FEET NORTH OF A TELEPHONE POLE, 9 FEET EAST OF
 NM0989'AN ABANDONED CISTERN, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.
 NM0989'A BRONZE DISC STAMPED P 319 1946 AND SET IN THE TOP OF A 12 IN
 NM0989'X 24 IN CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 NM0989'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0340 ***********************************************************************
 QT0340  DESIGNATION -  P 32
 QT0340  PID         -  QT0340
 QT0340  STATE/COUNTY-  SD/HARDING
 QT0340  COUNTRY     -  US
 QT0340  USGS QUAD   -  CAMP CROOK (2017)
 QT0340
 QT0340                         *CURRENT SURVEY CONTROL
 QT0340  ______________________________________________________________________
 QT0340* NAD 83(1986) POSITION- 45 33 33.     (N) 103 55 34.     (W)   SCALED
 QT0340* NAVD 88 ORTHO HEIGHT -   962.288 (meters)     3157.11  (feet) ADJUSTED
 QT0340  ______________________________________________________________________
 QT0340  GEOID HEIGHT    -        -16.048 (meters)                     GEOID18
 QT0340  DYNAMIC HEIGHT  -        962.098 (meters)     3156.48  (feet) COMP
 QT0340  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 QT0340
 QT0340  VERT ORDER      -  FIRST     CLASS II
 QT0340
 QT0340.The horizontal coordinates were scaled from a map and have
 QT0340.an estimated accuracy of +/- 6 seconds.
 QT0340
 QT0340.The orthometric height was determined by differential leveling and
 QT0340.adjusted by the NATIONAL GEODETIC SURVEY
 QT0340.in June 1991.
 QT0340
 QT0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0340.GEOID18 height accuracy estimate available here.
 QT0340
 QT0340.Click photographs - Photos may exist for this station.
 QT0340
 QT0340.The dynamic height is computed by dividing the NAVD 88
 QT0340.geopotential number by the normal gravity value computed on the
 QT0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0340.degrees latitude (g = 980.6199 gals.).
 QT0340
 QT0340.The modeled gravity was interpolated from observed gravity values.
 QT0340
 QT0340;                    North         East    Units  Estimated Accuracy
 QT0340;SPC SD N     -   199,220.      293,590.      MT  (+/- 180 meters Scaled)
 QT0340
 QT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL838456(NAD 83)
 QT0340
 QT0340                          SUPERSEDED SURVEY CONTROL
 QT0340
 QT0340  NGVD 29 (??/??/92)  961.740  (m)         3155.31   (f) ADJ UNCH    1 2
 QT0340
 QT0340.Superseded values are not recommended for survey control.
 QT0340
 QT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0340.See file dsdata.pdf to determine how the superseded data were derived.
 QT0340
 QT0340_MARKER: DB = BENCH MARK DISK
 QT0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0340_STAMPING: P 32 1934
 QT0340_MARK LOGO: CGS
 QT0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0340+STABILITY: SURFACE MOTION
 QT0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0340+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0340
 QT0340  HISTORY     - Date     Condition        Report By
 QT0340  HISTORY     - 1934     MONUMENTED       CGS
 QT0340  HISTORY     - 19990621 GOOD             NGS
 QT0340
 QT0340                          STATION DESCRIPTION
 QT0340
 QT0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0340'4.1 MI E FROM CAMP CROOK.
 QT0340'4.1 MILES EAST ALONG STATE HIGHWAY 8 FROM CAMP CROOK, HARDING
 QT0340'COUNTY, ON A RISE, AND 69 FEET SOUTH OF THE CENTER LINE OF THE
 QT0340'HIGHWAY.  A STANDARD DISK, STAMPED P 32 1934 AND SET IN THE TOP
 QT0340'OF A CONCRETE POST.
 QT0340
 QT0340                          STATION RECOVERY (1999)
 QT0340
 QT0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0340'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0340'IN CAMP CROOK, THENCE 4.3 KM (2.65 MI) EASTERLY ALONG STATE HIGHWAY 20
 QT0340'TO BENCH MARK 20 006.65, THENCE 0.6 KM (0.35 MI) NORTHWESTERLY ACROSS
 QT0340'A PASTURE TO A SMALL RISE, 76.1 M (249.7 FT) WEST OF A T-JUNCTION
 QT0340'UTILITY POLE WITH 1 GUY CABLE, 31.2 M (102.4 FT) SOUTHEAST OF THE EAST
 QT0340'END OF A GATE, 19.4 M (63.6 FT) SOUTH OF AN ABANDONED ROAD BED, 15.5 M
 QT0340'(50.9 FT) NORTHEAST OF UTILITY POLE NUMBER 146, 1.0 M (3.3 FT) ABOVE
 QT0340'THE LEVEL OF THE ROAD BED, AND THE MONUMENT IS FLUSH WITH THE GROUND
 QT0340'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY MAX MOSELEY, HC
 QT0340'66, BOX 108, CAMP CROOK, SD 57724.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0135 ***********************************************************************
 OS0135  DESIGNATION -  P 320
 OS0135  PID         -  OS0135
 OS0135  STATE/COUNTY-  SD/TODD
 OS0135  COUNTRY     -  US
 OS0135  USGS QUAD   -  LITTLEBURG (2017)
 OS0135
 OS0135                         *CURRENT SURVEY CONTROL
 OS0135  ______________________________________________________________________
 OS0135* NAD 83(1986) POSITION- 43 03 36.     (N) 100 24 48.     (W)   SCALED
 OS0135* NAVD 88 ORTHO HEIGHT -   802.999 (meters)     2634.51  (feet) ADJUSTED
 OS0135  ______________________________________________________________________
 OS0135  GEOID HEIGHT    -        -22.875 (meters)                     GEOID18
 OS0135  DYNAMIC HEIGHT  -        802.681 (meters)     2633.46  (feet) COMP
 OS0135  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 OS0135
 OS0135  VERT ORDER      -  SECOND    CLASS 0
 OS0135
 OS0135.The horizontal coordinates were scaled from a map and have
 OS0135.an estimated accuracy of +/- 6 seconds.
 OS0135
 OS0135.The orthometric height was determined by differential leveling and
 OS0135.adjusted by the NATIONAL GEODETIC SURVEY
 OS0135.in June 1991.
 OS0135
 OS0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0135.GEOID18 height accuracy estimate available here.
 OS0135
 OS0135.Click photographs - Photos may exist for this station.
 OS0135
 OS0135.The dynamic height is computed by dividing the NAVD 88
 OS0135.geopotential number by the normal gravity value computed on the
 OS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0135.degrees latitude (g = 980.6199 gals.).
 OS0135
 OS0135.The modeled gravity was interpolated from observed gravity values.
 OS0135
 OS0135;                    North         East    Units  Estimated Accuracy
 OS0135;SPC SD S     -    80,730.      593,480.      MT  (+/- 180 meters Scaled)
 OS0135
 OS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN849684(NAD 83)
 OS0135
 OS0135                          SUPERSEDED SURVEY CONTROL
 OS0135
 OS0135  NGVD 29 (??/??/92)  802.673  (m)         2633.44   (f) ADJ UNCH    2 0
 OS0135
 OS0135.Superseded values are not recommended for survey control.
 OS0135
 OS0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0135.See file dsdata.pdf to determine how the superseded data were derived.
 OS0135
 OS0135_MARKER: DB = BENCH MARK DISK
 OS0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0135_STAMPING: P 320 1946
 OS0135_MARK LOGO: CGS
 OS0135_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0135+STABILITY: SURFACE MOTION
 OS0135
 OS0135  HISTORY     - Date     Condition        Report By
 OS0135  HISTORY     - 1946     MONUMENTED       CGS
 OS0135
 OS0135                          STATION DESCRIPTION
 OS0135
 OS0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0135'17.5 MI SW FROM KEYAPAHA.
 OS0135'ABOUT 14.5 MILES WEST ALONG A DIRT ROAD FROM THE U.S. POST
 OS0135'OFFICE AT KEYAPAHA, THENCE 3.0 MILES SOUTH ALONG A DIRT ROAD, AND
 OS0135'AT THE JUNCTION WITH A DIRT ROAD LEADING WEST, 39 FEET WEST OF AND
 OS0135'ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 OS0135'37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 6 FEET
 OS0135'SOUTH OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A
 OS0135'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED P 320 1946 AND
 OS0135'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 OS0135'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0077 ***********************************************************************
 OS0077  DESIGNATION -  P 321
 OS0077  PID         -  OS0077
 OS0077  STATE/COUNTY-  SD/TRIPP
 OS0077  COUNTRY     -  US
 OS0077  USGS QUAD   -  WITTEN SW (2017)
 OS0077
 OS0077                         *CURRENT SURVEY CONTROL
 OS0077  ______________________________________________________________________
 OS0077* NAD 83(1986) POSITION- 43 22 19.     (N) 100 12 20.     (W)   SCALED
 OS0077* NAVD 88 ORTHO HEIGHT -   665.531 (meters)     2183.50  (feet) ADJUSTED
 OS0077  ______________________________________________________________________
 OS0077  GEOID HEIGHT    -        -24.603 (meters)                     GEOID18
 OS0077  DYNAMIC HEIGHT  -        665.287 (meters)     2182.70  (feet) COMP
 OS0077  MODELED GRAVITY -    980,232.0   (mgal)                       NAVD 88
 OS0077
 OS0077  VERT ORDER      -  FIRST     CLASS II
 OS0077
 OS0077.The horizontal coordinates were scaled from a map and have
 OS0077.an estimated accuracy of +/- 6 seconds.
 OS0077
 OS0077.The orthometric height was determined by differential leveling and
 OS0077.adjusted by the NATIONAL GEODETIC SURVEY
 OS0077.in June 1994.
 OS0077
 OS0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0077.GEOID18 height accuracy estimate available here.
 OS0077
 OS0077.Click photographs - Photos may exist for this station.
 OS0077
 OS0077.The dynamic height is computed by dividing the NAVD 88
 OS0077.geopotential number by the normal gravity value computed on the
 OS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0077.degrees latitude (g = 980.6199 gals.).
 OS0077
 OS0077.The modeled gravity was interpolated from observed gravity values.
 OS0077
 OS0077;                    North         East    Units  Estimated Accuracy
 OS0077;SPC SD S     -   115,390.      610,360.      MT  (+/- 180 meters Scaled)
 OS0077
 OS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP023028(NAD 83)
 OS0077
 OS0077                          SUPERSEDED SURVEY CONTROL
 OS0077
 OS0077  NAVD 88 (06/15/91)  665.460  (m)         2183.26   (f) SUPERSEDED  1 2
 OS0077  NGVD 29 (??/??/92)  665.088  (m)         2182.04   (f) ADJ UNCH    1 2
 OS0077
 OS0077.Superseded values are not recommended for survey control.
 OS0077
 OS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0077.See file dsdata.pdf to determine how the superseded data were derived.
 OS0077
 OS0077_MARKER: DB = BENCH MARK DISK
 OS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0077_STAMPING: P 321 1946
 OS0077_MARK LOGO: CGS
 OS0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0077+STABILITY: SURFACE MOTION
 OS0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0077+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 OS0077
 OS0077  HISTORY     - Date     Condition        Report By
 OS0077  HISTORY     - 1946     MONUMENTED       CGS
 OS0077  HISTORY     - 19930923 GOOD             NGS
 OS0077
 OS0077                          STATION DESCRIPTION
 OS0077
 OS0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0077'1 MI S FROM CARTER.
 OS0077'ABOUT 1.0 MILE SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0077'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0077'AT CARTER, AND AT THE JUNCTION WITH A DIRT ROAD LEADING EAST,
 OS0077'58 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0077'NORTH-SOUTH ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE
 OS0077'EAST-WEST ROAD, 24 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER,
 OS0077'1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 OS0077'P 321 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OS0077'5 INCHES ABOVE THE GROUND.
 OS0077
 OS0077                          STATION RECOVERY (1993)
 OS0077
 OS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0077'28.6 KM (17.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0077'COURTHOUSE IN WINNER, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG A
 OS0077'GRAVELED ROAD, 17.3 M (56.8 FT) EAST OF THE CENTER OF THE ROAD, 9.0 M
 OS0077'(29.5 FT) NORTH OF THE CENTER OF A TRACK ROAD, 7.0 M (23.0 FT) EAST
 OS0077'OF A FENCE CORNER AND A UTILITY POLE, 2.4 M (7.9 FT) EAST OF
 OS0077'UNDERGROUND CABLE JUNCTION BOX NUMBER S5 W6 S10, 0.5 M (1.6 FT) BELOW
 OS0077'THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OS0077'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OS0077'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0106 ***********************************************************************
 OS0106  DESIGNATION -  P 322
 OS0106  PID         -  OS0106
 OS0106  STATE/COUNTY-  SD/TRIPP
 OS0106  COUNTRY     -  US
 OS0106  USGS QUAD   -  KEYAPAHA (2017)
 OS0106
 OS0106                         *CURRENT SURVEY CONTROL
 OS0106  ______________________________________________________________________
 OS0106* NAD 83(1986) POSITION- 43 01 28.     (N) 100 11 10.     (W)   SCALED
 OS0106* NAVD 88 ORTHO HEIGHT -   738.435 (meters)     2422.68  (feet) ADJUSTED
 OS0106  ______________________________________________________________________
 OS0106  GEOID HEIGHT    -        -23.297 (meters)                     GEOID18
 OS0106  DYNAMIC HEIGHT  -        738.142 (meters)     2421.72  (feet) COMP
 OS0106  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 OS0106
 OS0106  VERT ORDER      -  SECOND    CLASS 0
 OS0106
 OS0106.The horizontal coordinates were scaled from a map and have
 OS0106.an estimated accuracy of +/- 6 seconds.
 OS0106
 OS0106.The orthometric height was determined by differential leveling and
 OS0106.adjusted by the NATIONAL GEODETIC SURVEY
 OS0106.in June 1991.
 OS0106
 OS0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0106.GEOID18 height accuracy estimate available here.
 OS0106
 OS0106.Click photographs - Photos may exist for this station.
 OS0106
 OS0106.The dynamic height is computed by dividing the NAVD 88
 OS0106.geopotential number by the normal gravity value computed on the
 OS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0106.degrees latitude (g = 980.6199 gals.).
 OS0106
 OS0106.The modeled gravity was interpolated from observed gravity values.
 OS0106
 OS0106;                    North         East    Units  Estimated Accuracy
 OS0106;SPC SD S     -    76,790.      612,000.      MT  (+/- 180 meters Scaled)
 OS0106
 OS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN033642(NAD 83)
 OS0106
 OS0106                          SUPERSEDED SURVEY CONTROL
 OS0106
 OS0106  NGVD 29 (??/??/92)  738.106  (m)         2421.60   (f) ADJ UNCH    2 0
 OS0106
 OS0106.Superseded values are not recommended for survey control.
 OS0106
 OS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0106.See file dsdata.pdf to determine how the superseded data were derived.
 OS0106
 OS0106_MARKER: DB = BENCH MARK DISK
 OS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0106_STAMPING: P 322 1946
 OS0106_MARK LOGO: CGS
 OS0106_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0106+STABILITY: SURFACE MOTION
 OS0106
 OS0106  HISTORY     - Date     Condition        Report By
 OS0106  HISTORY     - 1946     MONUMENTED       CGS
 OS0106
 OS0106                          STATION DESCRIPTION
 OS0106
 OS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0106'8.5 MI SW FROM KEYAPAHA.
 OS0106'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0106'KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0
 OS0106'MILES WEST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A
 OS0106'DIRT ROAD, AND AT A ROAD INTERSECTION, 50 FEET EAST OF AND ABOUT
 OS0106'LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26 FEET
 OS0106'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF
 OS0106'THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN MARKER
 OS0106'POST.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED P 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0758 ***********************************************************************
 OR0758  DESIGNATION -  P 323
 OR0758  PID         -  OR0758
 OR0758  STATE/COUNTY-  SD/TRIPP
 OR0758  COUNTRY     -  US
 OR0758  USGS QUAD   -  WEWELA (2017)
 OR0758
 OR0758                         *CURRENT SURVEY CONTROL
 OR0758  ______________________________________________________________________
 OR0758* NAD 83(1986) POSITION- 43 01 27.     (N) 099 48 38.     (W)   SCALED
 OR0758* NAVD 88 ORTHO HEIGHT -   648.880 (meters)     2128.87  (feet) ADJUSTED
 OR0758  ______________________________________________________________________
 OR0758  GEOID HEIGHT    -        -24.207 (meters)                     GEOID18
 OR0758  DYNAMIC HEIGHT  -        648.634 (meters)     2128.06  (feet) COMP
 OR0758  MODELED GRAVITY -    980,219.9   (mgal)                       NAVD 88
 OR0758
 OR0758  VERT ORDER      -  SECOND    CLASS 0
 OR0758
 OR0758.The horizontal coordinates were scaled from a map and have
 OR0758.an estimated accuracy of +/- 6 seconds.
 OR0758
 OR0758.The orthometric height was determined by differential leveling and
 OR0758.adjusted by the NATIONAL GEODETIC SURVEY
 OR0758.in June 1991.
 OR0758
 OR0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0758.GEOID18 height accuracy estimate available here.
 OR0758
 OR0758.Click photographs - Photos may exist for this station.
 OR0758
 OR0758.The dynamic height is computed by dividing the NAVD 88
 OR0758.geopotential number by the normal gravity value computed on the
 OR0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0758.degrees latitude (g = 980.6199 gals.).
 OR0758
 OR0758.The modeled gravity was interpolated from observed gravity values.
 OR0758
 OR0758;                    North         East    Units  Estimated Accuracy
 OR0758;SPC SD S     -    76,880.      642,610.      MT  (+/- 180 meters Scaled)
 OR0758
 OR0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN339638(NAD 83)
 OR0758
 OR0758                          SUPERSEDED SURVEY CONTROL
 OR0758
 OR0758  NGVD 29 (??/??/92)  648.571  (m)         2127.85   (f) ADJ UNCH    2 0
 OR0758
 OR0758.Superseded values are not recommended for survey control.
 OR0758
 OR0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0758.See file dsdata.pdf to determine how the superseded data were derived.
 OR0758
 OR0758_MARKER: DB = BENCH MARK DISK
 OR0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0758_STAMPING: P 323 1946
 OR0758_MARK LOGO: CGS
 OR0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0758+STABILITY: SURFACE MOTION
 OR0758
 OR0758  HISTORY     - Date     Condition        Report By
 OR0758  HISTORY     - 1946     MONUMENTED       CGS
 OR0758  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0758  HISTORY     - 19870708 SEE DESCRIPTION  NGS
 OR0758
 OR0758                          STATION DESCRIPTION
 OR0758
 OR0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0758'2 MI NW FROM WEWELA.
 OR0758'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0758'WEWELA, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 OR0758'WEST ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A ROAD LEADING
 OR0758'NORTH, 37 FEET NORTH OF AND ABOUT 2 FEET LOWER THAN THE CENTER
 OR0758'LINE OF THE EAST-WEST ROAD, 33 FEET WEST OF THE CENTER LINE OF
 OR0758'THE NORTH-SOUTH ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 OR0758'1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 3 INCHES
 OR0758'ABOVE THE GROUND.
 OR0758
 OR0758                          STATION RECOVERY (1962)
 OR0758
 OR0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0758'MARK NOT FOUND.
 OR0758
 OR0758                          STATION RECOVERY (1987)
 OR0758
 OR0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0758'NO MARK FOUND AT THIS LOCATION SITE IS NOW 6 FEET BELOW THE ROAD.
 OR0758'CONSIDERED DESTROYED. NOT RECOVERED - JUNE 1962 BY USGS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0037 ***********************************************************************
 NM0037  DESIGNATION -  P 324
 NM0037  PID         -  NM0037
 NM0037  STATE/COUNTY-  SD/UNION
 NM0037  COUNTRY     -  US
 NM0037  USGS QUAD   -  JEFFERSON (2017)
 NM0037
 NM0037                         *CURRENT SURVEY CONTROL
 NM0037  ______________________________________________________________________
 NM0037* NAD 83(1986) POSITION- 42 32 58.     (N) 096 30 21.     (W)   SCALED
 NM0037* NAVD 88 ORTHO HEIGHT -   337.632 (meters)     1107.71  (feet) ADJUSTED
 NM0037  ______________________________________________________________________
 NM0037  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 NM0037  DYNAMIC HEIGHT  -        337.526 (meters)     1107.37  (feet) COMP
 NM0037  MODELED GRAVITY -    980,298.1   (mgal)                       NAVD 88
 NM0037
 NM0037  VERT ORDER      -  FIRST     CLASS II
 NM0037
 NM0037.The horizontal coordinates were scaled from a map and have
 NM0037.an estimated accuracy of +/- 6 seconds.
 NM0037
 NM0037.The orthometric height was determined by differential leveling and
 NM0037.adjusted by the NATIONAL GEODETIC SURVEY
 NM0037.in June 1991.
 NM0037
 NM0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0037.GEOID18 height accuracy estimate available here.
 NM0037
 NM0037.Click photographs - Photos may exist for this station.
 NM0037
 NM0037.The dynamic height is computed by dividing the NAVD 88
 NM0037.geopotential number by the normal gravity value computed on the
 NM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0037.degrees latitude (g = 980.6199 gals.).
 NM0037
 NM0037.The modeled gravity was interpolated from observed gravity values.
 NM0037
 NM0037;                    North         East    Units  Estimated Accuracy
 NM0037;SPC SD S     -    31,250.      914,280.      MT  (+/- 180 meters Scaled)
 NM0037
 NM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN047137(NAD 83)
 NM0037
 NM0037                          SUPERSEDED SURVEY CONTROL
 NM0037
 NM0037  NGVD 29 (??/??/92)  337.46   (m)         1107.2    (f) COMPUTED    1 2
 NM0037
 NM0037.Superseded values are not recommended for survey control.
 NM0037
 NM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0037.See file dsdata.pdf to determine how the superseded data were derived.
 NM0037
 NM0037_MARKER: DB = BENCH MARK DISK
 NM0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0037_STAMPING: P 324 1948
 NM0037_MARK LOGO: CGS
 NM0037_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0037+STABILITY: SURFACE MOTION
 NM0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0037+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2012
 NM0037
 NM0037  HISTORY     - Date     Condition        Report By
 NM0037  HISTORY     - 1948     MONUMENTED       CGS
 NM0037  HISTORY     - 1965     GOOD             CGS
 NM0037  HISTORY     - 20120403 GOOD             INDIV
 NM0037
 NM0037                          STATION DESCRIPTION
 NM0037
 NM0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0037'3.4 MI NW FROM RIVERSIDE.
 NM0037'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0037'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NM0037'1.2 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 NM0037'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1.0
 NM0037'MILE SOUTHEAST OF BENCH MARK N 324, BETWEEN THE TRACK AND A
 NM0037'GRAVEL ROAD, 34.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 NM0037'TRACK, ABOUT 210.0 FEET SOUTHEAST OF A ROAD CROSSING, 32.0 FEET
 NM0037'NORTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 32.0 FEET
 NM0037'WEST-NORTHWEST OF MILEPOST 98, 2.0 FEET EAST OF A TELEGRAPH POLE,
 NM0037'1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0037'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0037
 NM0037                          STATION RECOVERY (1965)
 NM0037
 NM0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0037'RECOVERED IN GOOD CONDITION.
 NM0037
 NM0037                          STATION RECOVERY (2012)
 NM0037
 NM0037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0865 ***********************************************************************
 NM0865  DESIGNATION -  P 325
 NM0865  PID         -  NM0865
 NM0865  STATE/COUNTY-  SD/UNION
 NM0865  COUNTRY     -  US
 NM0865  USGS QUAD   -  JEFFERSON (2017)
 NM0865
 NM0865                         *CURRENT SURVEY CONTROL
 NM0865  ______________________________________________________________________
 NM0865* NAD 83(1986) POSITION- 42 31 59.     (N) 096 36 23.     (W)   SCALED
 NM0865* NAVD 88 ORTHO HEIGHT -   338.954 (meters)     1112.05  (feet) ADJUSTED
 NM0865  ______________________________________________________________________
 NM0865  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 NM0865  DYNAMIC HEIGHT  -        338.846 (meters)     1111.70  (feet) COMP
 NM0865  MODELED GRAVITY -    980,293.9   (mgal)                       NAVD 88
 NM0865
 NM0865  VERT ORDER      -  SECOND    CLASS 0
 NM0865
 NM0865.The horizontal coordinates were scaled from a map and have
 NM0865.an estimated accuracy of +/- 6 seconds.
 NM0865
 NM0865.The orthometric height was determined by differential leveling and
 NM0865.adjusted by the NATIONAL GEODETIC SURVEY
 NM0865.in June 1991.
 NM0865
 NM0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0865.GEOID18 height accuracy estimate available here.
 NM0865
 NM0865.Click photographs - Photos may exist for this station.
 NM0865
 NM0865.The dynamic height is computed by dividing the NAVD 88
 NM0865.geopotential number by the normal gravity value computed on the
 NM0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0865.degrees latitude (g = 980.6199 gals.).
 NM0865
 NM0865.The modeled gravity was interpolated from observed gravity values.
 NM0865
 NM0865;                    North         East    Units  Estimated Accuracy
 NM0865;SPC SD S     -    29,060.      906,110.      MT  (+/- 180 meters Scaled)
 NM0865
 NM0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN965117(NAD 83)
 NM0865
 NM0865                          SUPERSEDED SURVEY CONTROL
 NM0865
 NM0865  NGVD 29 (??/??/92)  338.781  (m)         1111.48   (f) ADJ UNCH    2 0
 NM0865
 NM0865.Superseded values are not recommended for survey control.
 NM0865
 NM0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0865.See file dsdata.pdf to determine how the superseded data were derived.
 NM0865
 NM0865_MARKER: DB = BENCH MARK DISK
 NM0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0865_STAMPING: P 235 1948
 NM0865_MARK LOGO: CGS
 NM0865_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0865+STABILITY: SURFACE MOTION
 NM0865
 NM0865  HISTORY     - Date     Condition        Report By
 NM0865  HISTORY     - 1948     MONUMENTED       CGS
 NM0865
 NM0865                          STATION DESCRIPTION
 NM0865
 NM0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0865'7.3 MI S FROM JEFFERSON.
 NM0865'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0865'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0865'WEST ALONG A PAVED ROAD, THENCE 5.0 MILES SOUTH ALONG A GRAVEL
 NM0865'ROAD, IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 72.7 FEET
 NM0865'SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 145.0 FEET WEST OF
 NM0865'THE CENTER LINE OF A NORTH-SOUTH ROAD, 87.0 FEET NORTH OF THE
 NM0865'CENTER LINE OF A EAST-WEST ROAD, 2.7 FEET SOUTH OF A POWER LINE
 NM0865'POLE, 1.7 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0865'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0218 ***********************************************************************
 OQ0218  DESIGNATION -  P 326
 OQ0218  PID         -  OQ0218
 OQ0218  STATE/COUNTY-  SD/LINCOLN
 OQ0218  COUNTRY     -  US
 OQ0218  USGS QUAD   -  CANTON (2017)
 OQ0218
 OQ0218                         *CURRENT SURVEY CONTROL
 OQ0218  ______________________________________________________________________
 OQ0218* NAD 83(1986) POSITION- 43 18 56.     (N) 096 32 57.     (W)   SCALED
 OQ0218* NAVD 88 ORTHO HEIGHT -   399.287 (meters)     1309.99  (feet) ADJUSTED
 OQ0218  ______________________________________________________________________
 OQ0218  GEOID HEIGHT    -        -26.446 (meters)                     GEOID18
 OQ0218  DYNAMIC HEIGHT  -        399.179 (meters)     1309.64  (feet) COMP
 OQ0218  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 OQ0218
 OQ0218  VERT ORDER      -  SECOND    CLASS 0
 OQ0218
 OQ0218.The horizontal coordinates were scaled from a map and have
 OQ0218.an estimated accuracy of +/- 6 seconds.
 OQ0218
 OQ0218.The orthometric height was determined by differential leveling and
 OQ0218.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0218.in June 1991.
 OQ0218
 OQ0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0218.GEOID18 height accuracy estimate available here.
 OQ0218
 OQ0218.Click photographs - Photos may exist for this station.
 OQ0218
 OQ0218.The dynamic height is computed by dividing the NAVD 88
 OQ0218.geopotential number by the normal gravity value computed on the
 OQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0218.degrees latitude (g = 980.6199 gals.).
 OQ0218
 OQ0218.The modeled gravity was interpolated from observed gravity values.
 OQ0218
 OQ0218;                    North         East    Units  Estimated Accuracy
 OQ0218;SPC SD S     -   116,110.      906,850.      MT  (+/- 180 meters Scaled)
 OQ0218
 OQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN987987(NAD 83)
 OQ0218
 OQ0218                          SUPERSEDED SURVEY CONTROL
 OQ0218
 OQ0218  NGVD 29 (??/??/92)  399.048  (m)         1309.21   (f) ADJ UNCH    2 0
 OQ0218
 OQ0218.Superseded values are not recommended for survey control.
 OQ0218
 OQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0218.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0218
 OQ0218_MARKER: DB = BENCH MARK DISK
 OQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0218_STAMPING: P 326 1949
 OQ0218_MARK LOGO: CGS
 OQ0218_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0218+STABILITY: SURFACE MOTION
 OQ0218
 OQ0218  HISTORY     - Date     Condition        Report By
 OQ0218  HISTORY     - 1949     MONUMENTED       CGS
 OQ0218
 OQ0218                          STATION DESCRIPTION
 OQ0218
 OQ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0218'3.2 MI SE FROM CANTON.
 OQ0218'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT
 OQ0218'CANTON, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A
 OQ0218'SCHOOLHOUSE, 144.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OQ0218'SCHOOLHOUSE, 59.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 OQ0218'ROAD, 32.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 OQ0218'13.0 FEET NORTHWEST OF THE CENTER OF AN IRON FRAME GATE, 1.0 FOOT
 OQ0218'WEST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0218'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0251 ***********************************************************************
 OQ0251  DESIGNATION -  P 327
 OQ0251  PID         -  OQ0251
 OQ0251  STATE/COUNTY-  SD/LINCOLN
 OQ0251  COUNTRY     -  US
 OQ0251  USGS QUAD   -  HARRISBURG (2017)
 OQ0251
 OQ0251                         *CURRENT SURVEY CONTROL
 OQ0251  ______________________________________________________________________
 OQ0251* NAD 83(1986) POSITION- 43 25 00.     (N) 096 41 14.     (W)   SCALED
 OQ0251* NAVD 88 ORTHO HEIGHT -   423.611 (meters)     1389.80  (feet) ADJUSTED
 OQ0251  ______________________________________________________________________
 OQ0251  GEOID HEIGHT    -        -26.419 (meters)                     GEOID18
 OQ0251  DYNAMIC HEIGHT  -        423.496 (meters)     1389.42  (feet) COMP
 OQ0251  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 OQ0251
 OQ0251  VERT ORDER      -  SECOND    CLASS 0
 OQ0251
 OQ0251.The horizontal coordinates were scaled from a map and have
 OQ0251.an estimated accuracy of +/- 6 seconds.
 OQ0251
 OQ0251.The orthometric height was determined by differential leveling and
 OQ0251.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0251.in June 1991.
 OQ0251
 OQ0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0251.GEOID18 height accuracy estimate available here.
 OQ0251
 OQ0251.Click photographs - Photos may exist for this station.
 OQ0251
 OQ0251.The dynamic height is computed by dividing the NAVD 88
 OQ0251.geopotential number by the normal gravity value computed on the
 OQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0251.degrees latitude (g = 980.6199 gals.).
 OQ0251
 OQ0251.The modeled gravity was interpolated from observed gravity values.
 OQ0251
 OQ0251;                    North         East    Units  Estimated Accuracy
 OQ0251;SPC SD S     -   126,830.      895,170.      MT  (+/- 180 meters Scaled)
 OQ0251
 OQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP872096(NAD 83)
 OQ0251
 OQ0251                          SUPERSEDED SURVEY CONTROL
 OQ0251
 OQ0251  NGVD 29 (??/??/92)  423.350  (m)         1388.94   (f) ADJ UNCH    2 0
 OQ0251
 OQ0251.Superseded values are not recommended for survey control.
 OQ0251
 OQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0251.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0251
 OQ0251_MARKER: DB = BENCH MARK DISK
 OQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0251_STAMPING: P 237 1949
 OQ0251_MARK LOGO: CGS
 OQ0251_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0251+STABILITY: SURFACE MOTION
 OQ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0251+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2010
 OQ0251
 OQ0251  HISTORY     - Date     Condition        Report By
 OQ0251  HISTORY     - 1949     MONUMENTED       CGS
 OQ0251  HISTORY     - 20090316 GOOD             GEOCAC
 OQ0251  HISTORY     - 20100423 GOOD             INDIV
 OQ0251
 OQ0251                          STATION DESCRIPTION
 OQ0251
 OQ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0251'1.5 MI SE FROM HARRISBURG.
 OQ0251'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0251'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 OQ0251'37.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 35.0
 OQ0251'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18.0 FEET
 OQ0251'WEST OF THE CENTER OF A WIRE GATE, 3.0 FEET SOUTHEAST OF A FENCE
 OQ0251'CORNER POST, 1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE
 OQ0251'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OQ0251
 OQ0251                          STATION RECOVERY (2009)
 OQ0251
 OQ0251'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0251'MARK IS IN GOOD CONDITION. THERE IS A WOODEN SURVEY STAKE JUST SOUTH
 OQ0251'OF THE MARK.
 OQ0251
 OQ0251                          STATION RECOVERY (2010)
 OQ0251
 OQ0251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JHC)
 OQ0251'MARK IS AT THE SOUTHEAST CORNER OF 274TH STREET AND 476TH AVENUE, JUST
 OQ0251'INSIDE A BARBED WIRE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0238 ***********************************************************************
 OQ0238  DESIGNATION -  P 328
 OQ0238  PID         -  OQ0238
 OQ0238  STATE/COUNTY-  SD/LINCOLN
 OQ0238  COUNTRY     -  US
 OQ0238  USGS QUAD   -  KLONDIKE (2018)
 OQ0238
 OQ0238                         *CURRENT SURVEY CONTROL
 OQ0238  ______________________________________________________________________
 OQ0238* NAD 83(1986) POSITION- 43 29 35.     (N) 096 35 54.     (W)   SCALED
 OQ0238* NAVD 88 ORTHO HEIGHT -   393.694 (meters)     1291.64  (feet) ADJUSTED
 OQ0238  ______________________________________________________________________
 OQ0238  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 OQ0238  DYNAMIC HEIGHT  -        393.590 (meters)     1291.30  (feet) COMP
 OQ0238  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 OQ0238
 OQ0238  VERT ORDER      -  SECOND    CLASS 0
 OQ0238
 OQ0238.The horizontal coordinates were scaled from a map and have
 OQ0238.an estimated accuracy of +/- 6 seconds.
 OQ0238
 OQ0238.The orthometric height was determined by differential leveling and
 OQ0238.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0238.in June 1991.
 OQ0238
 OQ0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0238.GEOID18 height accuracy estimate available here.
 OQ0238
 OQ0238.Click photographs - Photos may exist for this station.
 OQ0238
 OQ0238.The dynamic height is computed by dividing the NAVD 88
 OQ0238.geopotential number by the normal gravity value computed on the
 OQ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0238.degrees latitude (g = 980.6199 gals.).
 OQ0238
 OQ0238.The modeled gravity was interpolated from observed gravity values.
 OQ0238
 OQ0238;                    North         East    Units  Estimated Accuracy
 OQ0238;SPC SD S     -   135,630.      901,980.      MT  (+/- 180 meters Scaled)
 OQ0238
 OQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP941183(NAD 83)
 OQ0238
 OQ0238                          SUPERSEDED SURVEY CONTROL
 OQ0238
 OQ0238  NGVD 29 (??/??/92)  393.428  (m)         1290.77   (f) ADJ UNCH    2 0
 OQ0238
 OQ0238.Superseded values are not recommended for survey control.
 OQ0238
 OQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0238.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0238
 OQ0238_MARKER: DB = BENCH MARK DISK
 OQ0238_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0238_SP_SET: BOX CULVERT WINGWALL
 OQ0238_STAMPING: P 328 1949
 OQ0238_MARK LOGO: CGS
 OQ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0238+STABILITY: SURFACE MOTION
 OQ0238
 OQ0238  HISTORY     - Date     Condition        Report By
 OQ0238  HISTORY     - 1949     MONUMENTED       CGS
 OQ0238
 OQ0238                          STATION DESCRIPTION
 OQ0238
 OQ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0238'9.1 MI NE FROM HARRISBURG.
 OQ0238'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0238'AT HARRISBURG, THENCE 4.25 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0238'THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, IN THE SOUTHEAST
 OQ0238'WINGWALL OF A 10 X 10 FOOT CONCRETE BOX CULVERT OVER A SMALL
 OQ0238'CREEK, 15.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6.3 FEET
 OQ0238'NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL, AND FLUSH WITH
 OQ0238'THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0252 ***********************************************************************
 PR0252  DESIGNATION -  P 329
 PR0252  PID         -  PR0252
 PR0252  STATE/COUNTY-  SD/MOODY
 PR0252  COUNTRY     -  US
 PR0252  USGS QUAD   -  FLANDREAU NW (2017)
 PR0252
 PR0252                         *CURRENT SURVEY CONTROL
 PR0252  ______________________________________________________________________
 PR0252* NAD 83(1986) POSITION- 44 09 10.     (N) 096 41 19.     (W)   SCALED
 PR0252* NAVD 88 ORTHO HEIGHT -   474.342 (meters)     1556.24  (feet) ADJUSTED
 PR0252  ______________________________________________________________________
 PR0252  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 PR0252  DYNAMIC HEIGHT  -        474.237 (meters)     1555.89  (feet) COMP
 PR0252  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 PR0252
 PR0252  VERT ORDER      -  SECOND    CLASS 0
 PR0252
 PR0252.The horizontal coordinates were scaled from a map and have
 PR0252.an estimated accuracy of +/- 6 seconds.
 PR0252
 PR0252.The orthometric height was determined by differential leveling and
 PR0252.adjusted by the NATIONAL GEODETIC SURVEY
 PR0252.in June 1991.
 PR0252
 PR0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0252.GEOID18 height accuracy estimate available here.
 PR0252
 PR0252.Click photographs - Photos may exist for this station.
 PR0252
 PR0252.The dynamic height is computed by dividing the NAVD 88
 PR0252.geopotential number by the normal gravity value computed on the
 PR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0252.degrees latitude (g = 980.6199 gals.).
 PR0252
 PR0252.The modeled gravity was interpolated from observed gravity values.
 PR0252
 PR0252;                    North         East    Units  Estimated Accuracy
 PR0252;SPC SD S     -   208,530.      891,470.      MT  (+/- 180 meters Scaled)
 PR0252
 PR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP848914(NAD 83)
 PR0252
 PR0252                          SUPERSEDED SURVEY CONTROL
 PR0252
 PR0252  NGVD 29 (??/??/92)  474.078  (m)         1555.37   (f) ADJ UNCH    2 0
 PR0252
 PR0252.Superseded values are not recommended for survey control.
 PR0252
 PR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0252.See file dsdata.pdf to determine how the superseded data were derived.
 PR0252
 PR0252_MARKER: DB = BENCH MARK DISK
 PR0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0252_STAMPING: P 329 1949
 PR0252_MARK LOGO: CGS
 PR0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0252+STABILITY: SURFACE MOTION
 PR0252
 PR0252  HISTORY     - Date     Condition        Report By
 PR0252  HISTORY     - 1949     MONUMENTED       CGS
 PR0252
 PR0252                          STATION DESCRIPTION
 PR0252
 PR0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0252'12.8 MI NW FROM FLANDREAU.
 PR0252'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0252'FLANDREAU, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, 288.0
 PR0252'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE OVER THE BIX
 PR0252'SIOUX RIVER, 261.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PR0252'40.0 FEET SOUTHEAST OF THE SOUTHEAST BANK OF THE RIVER, 31.0
 PR0252'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 PR0252'NORTHEAST TO A FARMHOUSE, 8.3 FEET NORTH OF A 16-INCH ELM TREE,
 PR0252'7.6 FEET SOUTH SOUTHEAST OF A 20-INCH ELM TREE, 1.7 FEET EAST
 PR0252'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 PR0252'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0251 ***********************************************************************
 PT0251  DESIGNATION -  P 331
 PT0251  PID         -  PT0251
 PT0251  STATE/COUNTY-  SD/STANLEY
 PT0251  COUNTRY     -  US
 PT0251  USGS QUAD   -  OAHE DAM (2017)
 PT0251
 PT0251                         *CURRENT SURVEY CONTROL
 PT0251  ______________________________________________________________________
 PT0251* NAD 83(1986) POSITION- 44 22 41.     (N) 100 24 57.     (W)   SCALED
 PT0251* NAVD 88 ORTHO HEIGHT -   527.558 (meters)     1730.83  (feet) ADJUSTED
 PT0251  ______________________________________________________________________
 PT0251  GEOID HEIGHT    -        -23.377 (meters)                     GEOID18
 PT0251  DYNAMIC HEIGHT  -        527.448 (meters)     1730.47  (feet) COMP
 PT0251  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 PT0251
 PT0251  VERT ORDER      -  FIRST     CLASS II
 PT0251
 PT0251.The horizontal coordinates were scaled from a map and have
 PT0251.an estimated accuracy of +/- 6 seconds.
 PT0251
 PT0251.The orthometric height was determined by differential leveling and
 PT0251.adjusted by the NATIONAL GEODETIC SURVEY
 PT0251.in October 1997.
 PT0251
 PT0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0251.GEOID18 height accuracy estimate available here.
 PT0251
 PT0251.Click photographs - Photos may exist for this station.
 PT0251
 PT0251.The dynamic height is computed by dividing the NAVD 88
 PT0251.geopotential number by the normal gravity value computed on the
 PT0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0251.degrees latitude (g = 980.6199 gals.).
 PT0251
 PT0251.The modeled gravity was interpolated from observed gravity values.
 PT0251
 PT0251;                    North         East    Units  Estimated Accuracy
 PT0251;SPC SD S     -   227,160.      593,430.      MT  (+/- 180 meters Scaled)
 PT0251
 PT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ872148(NAD 83)
 PT0251
 PT0251                          SUPERSEDED SURVEY CONTROL
 PT0251
 PT0251  NAVD 88 (06/15/91)  527.593  (m)         1730.94   (f) SUPERSEDED  1 2
 PT0251  NGVD 29 (??/??/92)  527.208  (m)         1729.68   (f) ADJ UNCH    1 2
 PT0251
 PT0251.Superseded values are not recommended for survey control.
 PT0251
 PT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0251.See file dsdata.pdf to determine how the superseded data were derived.
 PT0251
 PT0251_MARKER: DB = BENCH MARK DISK
 PT0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0251_STAMPING: P 331 1949
 PT0251_MARK LOGO: CGS
 PT0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0251+STABILITY: SURFACE MOTION
 PT0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0251+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 PT0251
 PT0251  HISTORY     - Date     Condition        Report By
 PT0251  HISTORY     - 1949     MONUMENTED       CGS
 PT0251  HISTORY     - 1951     GOOD             CGS
 PT0251  HISTORY     - 19950802 GOOD             NGS
 PT0251  HISTORY     - 20120517 GOOD             INDIV
 PT0251
 PT0251                          STATION DESCRIPTION
 PT0251
 PT0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0251'3 MI NW FROM FORT PIERRE.
 PT0251'3.0 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0251'COURTHOUSE AT FORT PIERRE, ON THE SOUTH SLOPE OF A HILL, 64 FEET
 PT0251'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET EAST OF A
 PT0251'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 PT0251'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.3 MILE SOUTHEAST
 PT0251'OF THE JUNCTION OF OLD U.S. HIGHWAY 14 AND NEW U.S. HIGHWAY 14.
 PT0251
 PT0251                          STATION RECOVERY (1951)
 PT0251
 PT0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0251'RECOVERED IN GOOD CONDITION.
 PT0251
 PT0251                          STATION RECOVERY (1995)
 PT0251
 PT0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0251'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0251'IN PIERRE, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG VERENDRYE ROAD,
 PT0251'23.3 M (76.4 FT) SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 21.3 M
 PT0251'(69.9 FT) NORTHEAST OF THE ROAD CENTER, 8.3 M (27.2 FT) SOUTHEAST OF A
 PT0251'UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE, 1.6 M (5.2 FT)
 PT0251'NORTHWEST OF THE MOST SOUTHERLY OF 9 SPRUCE TREES, 1.0 M (3.3 FT)
 PT0251'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PT0251'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PT0251'DOUG FISCHER, 3500 VERENDRYE DRIVE, FORT PIERRE, SD 57532, TELEPHONE
 PT0251'NUMBER (605) 223-3269.
 PT0251
 PT0251                          STATION RECOVERY (2012)
 PT0251
 PT0251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0356 ***********************************************************************
 PT0356  DESIGNATION -  P 332
 PT0356  PID         -  PT0356
 PT0356  STATE/COUNTY-  SD/STANLEY
 PT0356  COUNTRY     -  US
 PT0356  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0356
 PT0356                         *CURRENT SURVEY CONTROL
 PT0356  ______________________________________________________________________
 PT0356* NAD 83(1986) POSITION- 44 31 05.     (N) 100 32 39.     (W)   SCALED
 PT0356* NAVD 88 ORTHO HEIGHT -   450.941 (meters)     1479.46  (feet) ADJUSTED
 PT0356  ______________________________________________________________________
 PT0356  GEOID HEIGHT    -        -22.857 (meters)                     GEOID18
 PT0356  DYNAMIC HEIGHT  -        450.855 (meters)     1479.18  (feet) COMP
 PT0356  MODELED GRAVITY -    980,414.7   (mgal)                       NAVD 88
 PT0356
 PT0356  VERT ORDER      -  FIRST     CLASS II
 PT0356
 PT0356.The horizontal coordinates were scaled from a map and have
 PT0356.an estimated accuracy of +/- 6 seconds.
 PT0356
 PT0356.The orthometric height was determined by differential leveling and
 PT0356.adjusted by the NATIONAL GEODETIC SURVEY
 PT0356.in June 1991.
 PT0356
 PT0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0356.GEOID18 height accuracy estimate available here.
 PT0356
 PT0356.Click photographs - Photos may exist for this station.
 PT0356
 PT0356.The dynamic height is computed by dividing the NAVD 88
 PT0356.geopotential number by the normal gravity value computed on the
 PT0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0356.degrees latitude (g = 980.6199 gals.).
 PT0356
 PT0356.The modeled gravity was interpolated from observed gravity values.
 PT0356
 PT0356;                    North         East    Units  Estimated Accuracy
 PT0356;SPC SD S     -   242,740.      583,240.      MT  (+/- 180 meters Scaled)
 PT0356
 PT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ772305(NAD 83)
 PT0356
 PT0356                          SUPERSEDED SURVEY CONTROL
 PT0356
 PT0356  NGVD 29 (??/??/92)  450.562  (m)         1478.22   (f) ADJ UNCH    1 2
 PT0356
 PT0356.Superseded values are not recommended for survey control.
 PT0356
 PT0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0356.See file dsdata.pdf to determine how the superseded data were derived.
 PT0356
 PT0356_MARKER: DB = BENCH MARK DISK
 PT0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0356_STAMPING: P 332 1949
 PT0356_MARK LOGO: CGS
 PT0356_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0356+STABILITY: SURFACE MOTION
 PT0356
 PT0356  HISTORY     - Date     Condition        Report By
 PT0356  HISTORY     - 1949     MONUMENTED       CGS
 PT0356  HISTORY     - 1951     GOOD             CGS
 PT0356
 PT0356                          STATION DESCRIPTION
 PT0356
 PT0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0356'23.6 MI NW FROM FORT PIERRE.
 PT0356'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0356'COURTHOUSE AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG
 PT0356'MISSION RIDGE ROAD, THENCE 3.25 MILES NORTH ALONG A DIRT ROAD,
 PT0356'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.35 MILE NORTH
 PT0356'ALONG A DIRT ROAD TO A WIRE GATE, PASS THROUGH A WIRE GATE,
 PT0356'THENCE 0.5 MILE EAST ALONG A WINDING TRAIL ROAD TO A SECOND
 PT0356'WIRE GATE, THENCE 0.25 MILE NORTHEAST ALONG A PRIVATE ROAD
 PT0356'THROUGH D.A. DONAVANS RESIDENTS, THENCE 0.6 MILE NORTHEAST ALONG
 PT0356'A WINDING TRAIL THROUGH A PLUM THICKET TO A CLEARING, THENCE
 PT0356'THROUGH A WIRE GATE AND CONTINUE NORTHEAST ACROSS A PASTURE
 PT0356'TO THE NORTHEAST CORNER, ABOUT 0.3 MILE WEST OF THE WEST BANK
 PT0356'OF THE MISSOURI RIVER, 2.4 FEET WEST OF WEST GATE POST, 1.8
 PT0356'FEET SOUTH OF A FENCE LINE, 1.4 FEET EAST OF A REFERENCE POST,
 PT0356'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 PT0356'GROUND.
 PT0356
 PT0356                          STATION RECOVERY (1951)
 PT0356
 PT0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0233 ***********************************************************************
 PT0233  DESIGNATION -  P 333
 PT0233  PID         -  PT0233
 PT0233  STATE/COUNTY-  SD/STANLEY
 PT0233  COUNTRY     -  US
 PT0233  USGS QUAD   -  OAHE DAM (2017)
 PT0233
 PT0233                         *CURRENT SURVEY CONTROL
 PT0233  ______________________________________________________________________
 PT0233* NAD 83(1986) POSITION- 44 24 54.     (N) 100 28 13.     (W)   SCALED
 PT0233* NAVD 88 ORTHO HEIGHT -   542.350 (meters)     1779.36  (feet) ADJUSTED
 PT0233  ______________________________________________________________________
 PT0233  GEOID HEIGHT    -        -23.204 (meters)                     GEOID18
 PT0233  DYNAMIC HEIGHT  -        542.237 (meters)     1778.99  (feet) COMP
 PT0233  MODELED GRAVITY -    980,392.7   (mgal)                       NAVD 88
 PT0233
 PT0233  VERT ORDER      -  FIRST     CLASS II
 PT0233
 PT0233.The horizontal coordinates were scaled from a map and have
 PT0233.an estimated accuracy of +/- 6 seconds.
 PT0233
 PT0233.The orthometric height was determined by differential leveling and
 PT0233.adjusted by the NATIONAL GEODETIC SURVEY
 PT0233.in June 1991.
 PT0233
 PT0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0233.GEOID18 height accuracy estimate available here.
 PT0233
 PT0233.Click photographs - Photos may exist for this station.
 PT0233
 PT0233.The dynamic height is computed by dividing the NAVD 88
 PT0233.geopotential number by the normal gravity value computed on the
 PT0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0233.degrees latitude (g = 980.6199 gals.).
 PT0233
 PT0233.The modeled gravity was interpolated from observed gravity values.
 PT0233
 PT0233;                    North         East    Units  Estimated Accuracy
 PT0233;SPC SD S     -   231,280.      589,090.      MT  (+/- 180 meters Scaled)
 PT0233
 PT0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ829190(NAD 83)
 PT0233
 PT0233                          SUPERSEDED SURVEY CONTROL
 PT0233
 PT0233  NGVD 29 (??/??/92)  541.964  (m)         1778.09   (f) ADJ UNCH    1 2
 PT0233
 PT0233.Superseded values are not recommended for survey control.
 PT0233
 PT0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0233.See file dsdata.pdf to determine how the superseded data were derived.
 PT0233
 PT0233_MARKER: DB = BENCH MARK DISK
 PT0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0233_STAMPING: P 333 1951
 PT0233_MARK LOGO: CGS
 PT0233_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0233+STABILITY: SURFACE MOTION
 PT0233
 PT0233  HISTORY     - Date     Condition        Report By
 PT0233  HISTORY     - 1951     MONUMENTED       CGS
 PT0233
 PT0233                          STATION DESCRIPTION
 PT0233
 PT0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0233'7.3 MI NW FROM FORT PIERRE.
 PT0233'6.3 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0233'AT FORT PIERRE, THENCE 1.0 MILE NORTH ALONG A TRAIL, 71 FEET
 PT0233'EAST OF A FENCE CORNER, 41 FEET EAST OF THE CENTER OF A WIRE
 PT0233'GATE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 PT0233'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0436 ***********************************************************************
 OT0436  DESIGNATION -  P 335
 OT0436  PID         -  OT0436
 OT0436  STATE/COUNTY-  SD/FALL RIVER
 OT0436  COUNTRY     -  US
 OT0436  USGS QUAD   -  ARDMORE (2017)
 OT0436
 OT0436                         *CURRENT SURVEY CONTROL
 OT0436  ______________________________________________________________________
 OT0436* NAD 83(1986) POSITION- 43 04 24.     (N) 103 39 37.     (W)   SCALED
 OT0436* NAVD 88 ORTHO HEIGHT -  1070.057 (meters)     3510.68  (feet) ADJUSTED
 OT0436  ______________________________________________________________________
 OT0436  GEOID HEIGHT    -        -15.888 (meters)                     GEOID18
 OT0436  DYNAMIC HEIGHT  -       1069.583 (meters)     3509.12  (feet) COMP
 OT0436  MODELED GRAVITY -    980,139.7   (mgal)                       NAVD 88
 OT0436
 OT0436  VERT ORDER      -  FIRST     CLASS II
 OT0436
 OT0436.The horizontal coordinates were scaled from a map and have
 OT0436.an estimated accuracy of +/- 6 seconds.
 OT0436
 OT0436.The orthometric height was determined by differential leveling and
 OT0436.adjusted by the NATIONAL GEODETIC SURVEY
 OT0436.in June 1991.
 OT0436
 OT0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0436.GEOID18 height accuracy estimate available here.
 OT0436
 OT0436.Click photographs - Photos may exist for this station.
 OT0436
 OT0436.The dynamic height is computed by dividing the NAVD 88
 OT0436.geopotential number by the normal gravity value computed on the
 OT0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0436.degrees latitude (g = 980.6199 gals.).
 OT0436
 OT0436.The modeled gravity was interpolated from observed gravity values.
 OT0436
 OT0436;                    North         East    Units  Estimated Accuracy
 OT0436;SPC SD S     -    87,630.      329,130.      MT  (+/- 180 meters Scaled)
 OT0436
 OT0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH090698(NAD 83)
 OT0436
 OT0436                          SUPERSEDED SURVEY CONTROL
 OT0436
 OT0436  NGVD 29 (??/??/92) 1069.508  (m)         3508.88   (f) ADJ UNCH    1 2
 OT0436
 OT0436.Superseded values are not recommended for survey control.
 OT0436
 OT0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0436.See file dsdata.pdf to determine how the superseded data were derived.
 OT0436
 OT0436_MARKER: DB = BENCH MARK DISK
 OT0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0436_STAMPING: P 335 1957
 OT0436_MARK LOGO: CGS
 OT0436_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0436_ROD/PIPE-DEPTH: 6.9 meters
 OT0436
 OT0436  HISTORY     - Date     Condition        Report By
 OT0436  HISTORY     - 1957     MONUMENTED       CGS
 OT0436  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0436
 OT0436                          STATION DESCRIPTION
 OT0436
 OT0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0436'3.6 MI N FROM ARDMORE.
 OT0436'ABOUT 3.65 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0436'RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 21, T. 11 S.,
 OT0436'R. 4 E., 28 FEET EAST OF MILEPOST 454, 37 FEET EAST OF THE
 OT0436'EAST RAIL, 495 FEET NORTH OF THE CENTER LINE OF A CROSS ROAD,
 OT0436'94 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 87, 52 FEET SOUTH
 OT0436'OF A TELEPHONE POLE, ABOUT 3 FEET LOWER THAN THE RAIL, 1 1/2
 OT0436'FEET WEST OF A WHITE WOODEN WITNESS POST, A DISK ON A 5/8-INCH
 OT0436'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 22.5 FEET.  THE
 OT0436'ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
 OT0436
 OT0436                          STATION RECOVERY (1985)
 OT0436
 OT0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0436'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0125 ***********************************************************************
 OR0125  DESIGNATION -  P 336
 OR0125  PID         -  OR0125
 OR0125  STATE/COUNTY-  SD/CHARLES MIX
 OR0125  COUNTRY     -  US
 OR0125  USGS QUAD   -  WAGNER SW (2017)
 OR0125
 OR0125                         *CURRENT SURVEY CONTROL
 OR0125  ______________________________________________________________________
 OR0125* NAD 83(1986) POSITION- 43 02 38.     (N) 098 29 07.     (W)   SCALED
 OR0125* NAVD 88 ORTHO HEIGHT -   537.574 (meters)     1763.69  (feet) ADJUSTED
 OR0125  ______________________________________________________________________
 OR0125  GEOID HEIGHT    -        -26.229 (meters)                     GEOID18
 OR0125  DYNAMIC HEIGHT  -        537.396 (meters)     1763.11  (feet) COMP
 OR0125  MODELED GRAVITY -    980,272.3   (mgal)                       NAVD 88
 OR0125
 OR0125  VERT ORDER      -  SECOND    CLASS 0
 OR0125
 OR0125.The horizontal coordinates were scaled from a map and have
 OR0125.an estimated accuracy of +/- 6 seconds.
 OR0125
 OR0125.The orthometric height was determined by differential leveling and
 OR0125.adjusted by the NATIONAL GEODETIC SURVEY
 OR0125.in June 1991.
 OR0125
 OR0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0125.GEOID18 height accuracy estimate available here.
 OR0125
 OR0125.Click photographs - Photos may exist for this station.
 OR0125
 OR0125.The dynamic height is computed by dividing the NAVD 88
 OR0125.geopotential number by the normal gravity value computed on the
 OR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0125.degrees latitude (g = 980.6199 gals.).
 OR0125
 OR0125.The modeled gravity was interpolated from observed gravity values.
 OR0125
 OR0125;                    North         East    Units  Estimated Accuracy
 OR0125;SPC SD S     -    80,610.      750,570.      MT  (+/- 180 meters Scaled)
 OR0125
 OR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN419658(NAD 83)
 OR0125
 OR0125                          SUPERSEDED SURVEY CONTROL
 OR0125
 OR0125  NGVD 29 (??/??/92)  537.280  (m)         1762.73   (f) ADJ UNCH    2 0
 OR0125
 OR0125.Superseded values are not recommended for survey control.
 OR0125
 OR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0125.See file dsdata.pdf to determine how the superseded data were derived.
 OR0125
 OR0125_MARKER: DB = BENCH MARK DISK
 OR0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0125_STAMPING: P 336 1949
 OR0125_MARK LOGO: CGS
 OR0125_PROJECTION: PROJECTING 18 CENTIMETERS
 OR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0125+STABILITY: SURFACE MOTION
 OR0125
 OR0125  HISTORY     - Date     Condition        Report By
 OR0125  HISTORY     - 1949     MONUMENTED       CGS
 OR0125
 OR0125                          STATION DESCRIPTION
 OR0125
 OR0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0125'4 MI E FROM PICKSTOWN.
 OR0125'0.2 MILE EAST ALONG WHITE SWAN STREET FROM THE POST OFFICE AT
 OR0125'PICKSTOWN, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, THENCE 1.65
 OR0125'MILES SOUTH ALONG A DIRT ROAD, 0.2 MILE NORTHEAST ALONG THE
 OR0125'ROAD FROM A T-JUNCTION OF ROADS, ON THE OUTSIDE OF A CURVE AT
 OR0125'THE SUMMIT OF A HILL, 55.0 FEET NORTHEAST OF THE CENTER LINE
 OR0125'OF THE ROAD AT THE SUMMIT OF THE HILL, 29.0 FEET EAST OF THE
 OR0125'CENTER LINE OF THE ROAD, 2.3 FEET SOUTHWEST OF A CORNER FENCE
 OR0125'POST, 1.6 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE
 OR0125'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 OR0125'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0333 ***********************************************************************
 OR0333  DESIGNATION -  P 337
 OR0333  PID         -  OR0333
 OR0333  STATE/COUNTY-  SD/GREGORY
 OR0333  COUNTRY     -  US
 OR0333  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0333
 OR0333                         *CURRENT SURVEY CONTROL
 OR0333  ______________________________________________________________________
 OR0333* NAD 83(1986) POSITION- 43 04 25.     (N) 098 42 14.     (W)   SCALED
 OR0333* NAVD 88 ORTHO HEIGHT -   388.984 (meters)     1276.19  (feet) ADJUSTED
 OR0333  ______________________________________________________________________
 OR0333  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 OR0333  DYNAMIC HEIGHT  -        388.846 (meters)     1275.74  (feet) COMP
 OR0333  MODELED GRAVITY -    980,257.0   (mgal)                       NAVD 88
 OR0333
 OR0333  VERT ORDER      -  FIRST     CLASS II
 OR0333
 OR0333.The horizontal coordinates were scaled from a map and have
 OR0333.an estimated accuracy of +/- 6 seconds.
 OR0333
 OR0333.The orthometric height was determined by differential leveling and
 OR0333.adjusted by the NATIONAL GEODETIC SURVEY
 OR0333.in June 1991.
 OR0333
 OR0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0333.GEOID18 height accuracy estimate available here.
 OR0333
 OR0333.Click photographs - Photos may exist for this station.
 OR0333
 OR0333.The dynamic height is computed by dividing the NAVD 88
 OR0333.geopotential number by the normal gravity value computed on the
 OR0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0333.degrees latitude (g = 980.6199 gals.).
 OR0333
 OR0333.The modeled gravity was interpolated from observed gravity values.
 OR0333
 OR0333;                    North         East    Units  Estimated Accuracy
 OR0333;SPC SD S     -    83,540.      732,690.      MT  (+/- 180 meters Scaled)
 OR0333
 OR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN241690(NAD 83)
 OR0333
 OR0333                          SUPERSEDED SURVEY CONTROL
 OR0333
 OR0333  NGVD 29 (??/??/92)  388.669  (m)         1275.16   (f) ADJ UNCH    1 2
 OR0333
 OR0333.Superseded values are not recommended for survey control.
 OR0333
 OR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0333.See file dsdata.pdf to determine how the superseded data were derived.
 OR0333
 OR0333_MARKER: DB = BENCH MARK DISK
 OR0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0333_STAMPING: P 337 1949
 OR0333_MARK LOGO: CGS
 OR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0333+STABILITY: SURFACE MOTION
 OR0333
 OR0333  HISTORY     - Date     Condition        Report By
 OR0333  HISTORY     - 1949     MONUMENTED       CGS
 OR0333  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0333  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0333
 OR0333                          STATION DESCRIPTION
 OR0333
 OR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0333'15.6 MI E FROM FAIRFAX.
 OR0333'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0333'FAIRFAX, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY NO. 281, THENCE
 OR0333'8.9 MILES EAST ALONG STATE HIGHWAY NO. 54, THENCE 0.2 MILE EAST
 OR0333'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED
 OR0333'DIRT ROAD, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 OR0333'1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST
 OR0333'ALONG A GRADED DIRT ROAD, THENCE 2.7 MILES NORTHERLY ALONG A
 OR0333'GRADED DIRT ROAD, AT A SCHOOL LOCATED ON THE SIDE OF A HILL,
 OR0333'131.0 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL STEEL BRIDGE,
 OR0333'14.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.8 FEET SOUTH
 OR0333'OF A FENCE, 1.8 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 OR0333'TOP OF A CONCRETE POST AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0333
 OR0333                          STATION RECOVERY (1962)
 OR0333
 OR0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0333'MARK NOT FOUND.
 OR0333
 OR0333                          STATION RECOVERY (2013)
 OR0333
 OR0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0197 ***********************************************************************
 OR0197  DESIGNATION -  P 338
 OR0197  PID         -  OR0197
 OR0197  STATE/COUNTY-  SD/GREGORY
 OR0197  COUNTRY     -  US
 OR0197  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0197
 OR0197                         *CURRENT SURVEY CONTROL
 OR0197  ______________________________________________________________________
 OR0197* NAD 83(1986) POSITION- 43 06 10.     (N) 098 51 49.     (W)   SCALED
 OR0197* NAVD 88 ORTHO HEIGHT -   584.278 (meters)     1916.92  (feet) ADJUSTED
 OR0197  ______________________________________________________________________
 OR0197  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 OR0197  DYNAMIC HEIGHT  -        584.066 (meters)     1916.22  (feet) COMP
 OR0197  MODELED GRAVITY -    980,240.6   (mgal)                       NAVD 88
 OR0197
 OR0197  VERT ORDER      -  FIRST     CLASS II
 OR0197
 OR0197.The horizontal coordinates were scaled from a map and have
 OR0197.an estimated accuracy of +/- 6 seconds.
 OR0197
 OR0197.The orthometric height was determined by differential leveling and
 OR0197.adjusted by the NATIONAL GEODETIC SURVEY
 OR0197.in June 1991.
 OR0197
 OR0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0197.GEOID18 height accuracy estimate available here.
 OR0197
 OR0197.Click photographs - Photos may exist for this station.
 OR0197
 OR0197.The dynamic height is computed by dividing the NAVD 88
 OR0197.geopotential number by the normal gravity value computed on the
 OR0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0197.degrees latitude (g = 980.6199 gals.).
 OR0197
 OR0197.The modeled gravity was interpolated from observed gravity values.
 OR0197
 OR0197;                    North         East    Units  Estimated Accuracy
 OR0197;SPC SD S     -    86,540.      719,630.      MT  (+/- 180 meters Scaled)
 OR0197
 OR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN110722(NAD 83)
 OR0197
 OR0197                          SUPERSEDED SURVEY CONTROL
 OR0197
 OR0197  NGVD 29 (??/??/92)  583.954  (m)         1915.86   (f) ADJ UNCH    1 2
 OR0197
 OR0197.Superseded values are not recommended for survey control.
 OR0197
 OR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0197.See file dsdata.pdf to determine how the superseded data were derived.
 OR0197
 OR0197_MARKER: DB = BENCH MARK DISK
 OR0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0197_STAMPING: P 338 1949
 OR0197_MARK LOGO: CGS
 OR0197_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0197+STABILITY: SURFACE MOTION
 OR0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0197+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2013
 OR0197
 OR0197  HISTORY     - Date     Condition        Report By
 OR0197  HISTORY     - 1949     MONUMENTED       CGS
 OR0197  HISTORY     - 20130115 GOOD             INDIV
 OR0197
 OR0197                          STATION DESCRIPTION
 OR0197
 OR0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0197'6.6 MI NE FROM BONESTEEL.
 OR0197'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0197'BONESTEEL, THENCE 6.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0197'AT A T-JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING NORTH,
 OR0197'306.0 FEET NORTHWEST OF THE CENTER LINE OF A CURVE IN THE HIGHWAY
 OR0197'WITH TANGENTS LEADING SOUTH AND EAST, 107.0 FEET EAST OF THE
 OR0197'CENTER LINE OF THE DIRT ROAD LEADING NORTH AND DOWN A HILL TO
 OR0197'THE MISSOURI RIVER BOTTOM, ABOUT 300 FEET NORTHEAST OF A
 OR0197'FARMHOUSE, 13.0 FEET EAST OF THE CENTER LINE OF A GATE, 1.4 FEET
 OR0197'SOUTH OF A FENCE, 2.8 FEET WEST OF A REFERENCE POST, SET IN THE
 OR0197'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0197
 OR0197                          STATION RECOVERY (2013)
 OR0197
 OR0197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0604 ***********************************************************************
 OR0604  DESIGNATION -  P 339
 OR0604  PID         -  OR0604
 OR0604  STATE/COUNTY-  SD/GREGORY
 OR0604  COUNTRY     -  US
 OR0604  USGS QUAD   -  DIXON SE (2017)
 OR0604
 OR0604                         *CURRENT SURVEY CONTROL
 OR0604  ______________________________________________________________________
 OR0604* NAD 83(1986) POSITION- 43 15 20.     (N) 099 21 22.     (W)   SCALED
 OR0604* NAVD 88 ORTHO HEIGHT -   655.065 (meters)     2149.16  (feet) ADJUSTED
 OR0604  ______________________________________________________________________
 OR0604  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 OR0604  DYNAMIC HEIGHT  -        654.818 (meters)     2148.35  (feet) COMP
 OR0604  MODELED GRAVITY -    980,222.3   (mgal)                       NAVD 88
 OR0604
 OR0604  VERT ORDER      -  SECOND    CLASS 0
 OR0604
 OR0604.The horizontal coordinates were scaled from a map and have
 OR0604.an estimated accuracy of +/- 6 seconds.
 OR0604
 OR0604.The orthometric height was determined by differential leveling and
 OR0604.adjusted by the NATIONAL GEODETIC SURVEY
 OR0604.in June 1991.
 OR0604
 OR0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0604.GEOID18 height accuracy estimate available here.
 OR0604
 OR0604.Click photographs - Photos may exist for this station.
 OR0604
 OR0604.The dynamic height is computed by dividing the NAVD 88
 OR0604.geopotential number by the normal gravity value computed on the
 OR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0604.degrees latitude (g = 980.6199 gals.).
 OR0604
 OR0604.The modeled gravity was interpolated from observed gravity values.
 OR0604
 OR0604;                    North         East    Units  Estimated Accuracy
 OR0604;SPC SD S     -   102,920.      679,350.      MT  (+/- 180 meters Scaled)
 OR0604
 OR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN710892(NAD 83)
 OR0604
 OR0604                          SUPERSEDED SURVEY CONTROL
 OR0604
 OR0604  NGVD 29 (??/??/92)  654.720  (m)         2148.03   (f) ADJ UNCH    2 0
 OR0604
 OR0604.Superseded values are not recommended for survey control.
 OR0604
 OR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0604.See file dsdata.pdf to determine how the superseded data were derived.
 OR0604
 OR0604_MARKER: DB = BENCH MARK DISK
 OR0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0604_STAMPING: P 339 1949
 OR0604_MARK LOGO: CGS
 OR0604_PROJECTION: FLUSH
 OR0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0604+STABILITY: SURFACE MOTION
 OR0604
 OR0604  HISTORY     - Date     Condition        Report By
 OR0604  HISTORY     - 1949     MONUMENTED       CGS
 OR0604
 OR0604                          STATION DESCRIPTION
 OR0604
 OR0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0604'5.4 MI FROM GREGORY.
 OR0604'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0604'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 OR0604'NORTH ALONG A GRAVEL ROAD, IN THE SOUTHWEST QUARTER OF A ROAD
 OR0604'INTERSECTION, 33.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 OR0604'ROAD, 36.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 OR0604'3.0 FEET SOUTHEAST OF A POWER LINE POLE, 1.6 FEET SOUTHEAST OF
 OR0604'A CORNER FENCE POST, 1.0 FOOT EAST OF A FENCE, 2.7 FEET NORTHWEST
 OR0604'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 OR0604'IS LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1093 ***********************************************************************
 OR1093  DESIGNATION -  P 339 RESET
 OR1093  PID         -  OR1093
 OR1093  STATE/COUNTY-  SD/GREGORY
 OR1093  COUNTRY     -  US
 OR1093  USGS QUAD   -  DIXON SE (2017)
 OR1093
 OR1093                         *CURRENT SURVEY CONTROL
 OR1093  ______________________________________________________________________
 OR1093* NAD 83(1986) POSITION- 43 15 20.     (N) 099 21 22.     (W)   SCALED
 OR1093* NAVD 88 ORTHO HEIGHT -   654.17  (meters)     2146.2   (feet) RESET
 OR1093  ______________________________________________________________________
 OR1093  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 OR1093  VERT ORDER      -  THIRD
 OR1093
 OR1093.The horizontal coordinates were scaled from a map and have
 OR1093.an estimated accuracy of +/- 6 seconds.
 OR1093
 OR1093.The orthometric height was computed from unverified reset data.
 OR1093
 OR1093.No vertical observational check was made to the station.
 OR1093
 OR1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1093.GEOID18 height accuracy estimate available here.
 OR1093
 OR1093.Click photographs - Photos may exist for this station.
 OR1093
 OR1093;                    North         East    Units  Estimated Accuracy
 OR1093;SPC SD S     -   102,920.      679,350.      MT  (+/- 180 meters Scaled)
 OR1093
 OR1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN710892(NAD 83)
 OR1093
 OR1093                          SUPERSEDED SURVEY CONTROL
 OR1093
 OR1093  NGVD 29 (04/17/07)  653.83   (m)         2145.1    (f) RESET       3  
 OR1093
 OR1093.Superseded values are not recommended for survey control.
 OR1093
 OR1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1093.See file dsdata.pdf to determine how the superseded data were derived.
 OR1093
 OR1093_MARKER: DV = VERTICAL CONTROL DISK
 OR1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1093_STAMPING: P 339 RESET 1984
 OR1093_MARK LOGO: NGS
 OR1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1093+STABILITY: SURFACE MOTION
 OR1093
 OR1093  HISTORY     - Date     Condition        Report By
 OR1093  HISTORY     - 1984     MONUMENTED       NGS
 OR1093
 OR1093                          STATION DESCRIPTION
 OR1093
 OR1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OR1093'1.1 KM (0.70 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OR1093'GREGORY, THENCE 6.0 KM (3.70 MI) EAST ALONG GRAVELED ROAD, THENCE 1.6
 OR1093'KM (1.00 MI) NORTH ALONG GRAVELED ROAD, 30 M (98.4 FT) EAST OF CENTER
 OR1093'OF ROAD, 9.2 M (30.2 FT) SOUTH OF CENTER OF ROAD, 1.1 M (3.6 FT)
 OR1093'NORTH OF NORTH EDGE OF POWER POLE AND 0.25 M (0.82 FT) WEST OF WITNESS
 OR1093'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0653 ***********************************************************************
 OR0653  DESIGNATION -  P 340
 OR0653  PID         -  OR0653
 OR0653  STATE/COUNTY-  SD/GREGORY
 OR0653  COUNTRY     -  US
 OR0653  USGS QUAD   -  LUCAS (2017)
 OR0653
 OR0653                         *CURRENT SURVEY CONTROL
 OR0653  ______________________________________________________________________
 OR0653* NAD 83(1986) POSITION- 43 21 24.     (N) 099 10 42.     (W)   SCALED
 OR0653* NAVD 88 ORTHO HEIGHT -   631.686 (meters)     2072.46  (feet) ADJUSTED
 OR0653  ______________________________________________________________________
 OR0653  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 OR0653  DYNAMIC HEIGHT  -        631.462 (meters)     2071.72  (feet) COMP
 OR0653  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 OR0653
 OR0653  VERT ORDER      -  FIRST     CLASS II
 OR0653
 OR0653.The horizontal coordinates were scaled from a map and have
 OR0653.an estimated accuracy of +/- 6 seconds.
 OR0653
 OR0653.The orthometric height was determined by differential leveling and
 OR0653.adjusted by the NATIONAL GEODETIC SURVEY
 OR0653.in June 1991.
 OR0653
 OR0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0653.GEOID18 height accuracy estimate available here.
 OR0653
 OR0653.Click photographs - Photos may exist for this station.
 OR0653
 OR0653.The dynamic height is computed by dividing the NAVD 88
 OR0653.geopotential number by the normal gravity value computed on the
 OR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0653.degrees latitude (g = 980.6199 gals.).
 OR0653
 OR0653.The modeled gravity was interpolated from observed gravity values.
 OR0653
 OR0653;                    North         East    Units  Estimated Accuracy
 OR0653;SPC SD S     -   114,330.      693,620.      MT  (+/- 180 meters Scaled)
 OR0653
 OR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP855004(NAD 83)
 OR0653
 OR0653                          SUPERSEDED SURVEY CONTROL
 OR0653
 OR0653  NGVD 29 (??/??/92)  631.335  (m)         2071.30   (f) ADJ UNCH    1 2
 OR0653
 OR0653.Superseded values are not recommended for survey control.
 OR0653
 OR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0653.See file dsdata.pdf to determine how the superseded data were derived.
 OR0653
 OR0653_MARKER: DB = BENCH MARK DISK
 OR0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0653_STAMPING: P 340 1949
 OR0653_MARK LOGO: CGS
 OR0653_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0653+STABILITY: SURFACE MOTION
 OR0653
 OR0653  HISTORY     - Date     Condition        Report By
 OR0653  HISTORY     - 1949     MONUMENTED       CGS
 OR0653  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0653
 OR0653                          STATION DESCRIPTION
 OR0653
 OR0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0653'25.3 MI NE FROM GREGORY.
 OR0653'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0653'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0653'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0653'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0653'NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A DIRT ROAD,
 OR0653'THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, IN THE SOUTHEAST CORNER
 OR0653'OF A SCHOOLYARD, ABOUT 0.15 MILE NORTHWEST OF A WHITE 2-STORY
 OR0653'FARMHOUSE, 81.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 OR0653'BUILDING, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 OR0653'WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.5 FEET
 OR0653'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0653'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0653
 OR0653                          STATION RECOVERY (2013)
 OR0653
 OR0653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0653'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0654 ***********************************************************************
 OR0654  DESIGNATION -  P 340 RESET
 OR0654  PID         -  OR0654
 OR0654  STATE/COUNTY-  SD/GREGORY
 OR0654  COUNTRY     -  US
 OR0654  USGS QUAD   -  LUCAS (2017)
 OR0654
 OR0654                         *CURRENT SURVEY CONTROL
 OR0654  ______________________________________________________________________
 OR0654* NAD 83(1986) POSITION- 43 21 23.     (N) 099 10 42.     (W)   SCALED
 OR0654* NAVD 88 ORTHO HEIGHT -   631.23  (meters)     2071.0   (feet) RESET
 OR0654  ______________________________________________________________________
 OR0654  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 OR0654  VERT ORDER      -  THIRD
 OR0654
 OR0654.The horizontal coordinates were scaled from a map and have
 OR0654.an estimated accuracy of +/- 6 seconds.
 OR0654
 OR0654.The orthometric height was computed from unverified reset data.
 OR0654
 OR0654.No vertical observational check was made to the station.
 OR0654
 OR0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0654.GEOID18 height accuracy estimate available here.
 OR0654
 OR0654.Click photographs - Photos may exist for this station.
 OR0654
 OR0654;                    North         East    Units  Estimated Accuracy
 OR0654;SPC SD S     -   114,300.      693,620.      MT  (+/- 180 meters Scaled)
 OR0654
 OR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP855004(NAD 83)
 OR0654
 OR0654                          SUPERSEDED SURVEY CONTROL
 OR0654
 OR0654  NGVD 29 (04/17/07)  630.88   (m)         2069.8    (f) RESET       3  
 OR0654
 OR0654.Superseded values are not recommended for survey control.
 OR0654
 OR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0654.See file dsdata.pdf to determine how the superseded data were derived.
 OR0654
 OR0654_MARKER: DV = VERTICAL CONTROL DISK
 OR0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0654_STAMPING: P 340 RESET 1975
 OR0654_MARK LOGO: NGS
 OR0654_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0654+STABILITY: SURFACE MOTION
 OR0654
 OR0654  HISTORY     - Date     Condition        Report By
 OR0654  HISTORY     - 1975     MONUMENTED       NGS
 OR0654
 OR0654                          STATION DESCRIPTION
 OR0654
 OR0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OR0654'25.3 MI NE FROM GREGORY.
 OR0654'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0654'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0654'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0654'ROAD, THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0
 OR0654'MILES NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A
 OR0654'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A
 OR0654'FIELD ENTRANCE ON THE LEFT AND THE MARK ON THE RIGHT, 97 FEET
 OR0654'EAST OF THE CENTER OF THE ROAD, 22 FEET EAST OF A FENCE CORNER,
 OR0654'1.0 FOOT NORTH OF AN EAST-WEST FENCE, 1.7 FEET WEST OF A METAL
 OR0654'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 OR0654'WHICH PROJECTS 6-INCHES.  THIS IS 0.2 MILE SOUTH OF A DRIVEWAY
 OR0654'LEADING WEST INTO A FARMSTEAD, AND DIRECTLY ACROSS THE ROAD FROM
 OR0654'WHERE A SCHOOLHOUSE USED TO BE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0272 ***********************************************************************
 PR0272  DESIGNATION -  P 341
 PR0272  PID         -  PR0272
 PR0272  STATE/COUNTY-  SD/BROOKINGS
 PR0272  COUNTRY     -  US
 PR0272  USGS QUAD   -  BROOKINGS (2017)
 PR0272
 PR0272                         *CURRENT SURVEY CONTROL
 PR0272  ______________________________________________________________________
 PR0272* NAD 83(1986) POSITION- 44 18 16.     (N) 096 48 31.     (W)   SCALED
 PR0272* NAVD 88 ORTHO HEIGHT -   491.086 (meters)     1611.17  (feet) ADJUSTED
 PR0272  ______________________________________________________________________
 PR0272  GEOID HEIGHT    -        -25.411 (meters)                     GEOID18
 PR0272  DYNAMIC HEIGHT  -        490.995 (meters)     1610.87  (feet) COMP
 PR0272  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 PR0272
 PR0272  VERT ORDER      -  FIRST     CLASS II
 PR0272
 PR0272.This mark is at Brookings Airport (BKX)
 PR0272
 PR0272.The horizontal coordinates were scaled from a map and have
 PR0272.an estimated accuracy of +/- 6 seconds.
 PR0272
 PR0272.The orthometric height was determined by differential leveling and
 PR0272.adjusted by the NATIONAL GEODETIC SURVEY
 PR0272.in October 1997.
 PR0272
 PR0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0272.GEOID18 height accuracy estimate available here.
 PR0272
 PR0272.Click photographs - Photos may exist for this station.
 PR0272
 PR0272.The dynamic height is computed by dividing the NAVD 88
 PR0272.geopotential number by the normal gravity value computed on the
 PR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0272.degrees latitude (g = 980.6199 gals.).
 PR0272
 PR0272.The modeled gravity was interpolated from observed gravity values.
 PR0272
 PR0272;                    North         East    Units  Estimated Accuracy
 PR0272;SPC SD N     -    57,370.      854,600.      MT  (+/- 180 meters Scaled)
 PR0272
 PR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ747080(NAD 83)
 PR0272
 PR0272                          SUPERSEDED SURVEY CONTROL
 PR0272
 PR0272  NAVD 88 (06/15/91)  491.107  (m)         1611.24   (f) SUPERSEDED  1 2
 PR0272  NGVD 29 (??/??/92)  490.852  (m)         1610.40   (f) ADJ UNCH    1 2
 PR0272
 PR0272.Superseded values are not recommended for survey control.
 PR0272
 PR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0272.See file dsdata.pdf to determine how the superseded data were derived.
 PR0272
 PR0272_MARKER: DB = BENCH MARK DISK
 PR0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0272_STAMPING: P 341 1949
 PR0272_MARK LOGO: CGS
 PR0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0272+STABILITY: SURFACE MOTION
 PR0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0272+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1996
 PR0272
 PR0272  HISTORY     - Date     Condition        Report By
 PR0272  HISTORY     - 1949     MONUMENTED       CGS
 PR0272  HISTORY     - 1964     GOOD             CGS
 PR0272  HISTORY     - 19900703 GOOD             NGS
 PR0272  HISTORY     - 19940916 GOOD             NGS
 PR0272  HISTORY     - 19960507 GOOD             NGS
 PR0272
 PR0272                          STATION DESCRIPTION
 PR0272
 PR0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0272'0.5 MI W FROM BROOKINGS.
 PR0272'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0272'BROOKINGS, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, ON THE
 PR0272'OUTSIDE OF A CURVE, AT THE BROOKINGS AIRPORT, 148.0 FEET
 PR0272'NORTHWEST OF THE EXTENDED CENTER LINE OF A NORTHEAST-SOUTHWEST
 PR0272'TAXIWAY AND THE PROPOSED LOCATION OF THE ADMINISTRATION BUILDING,
 PR0272'98.5 FEET NORTHWEST OF THE NORTHWEST END OF A GATE ACROSS THE
 PR0272'MAIN ENTRANCE, 29.0 FEET WEST OF THE EXTENDED CENTER LINE OF A
 PR0272'ROAD LEADING NORTH FROM THE NORTH END OF A CURVE, 3.2 FEET
 PR0272'EAST OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A REFERENCE POST,
 PR0272'1.1 FEET NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PR0272'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PR0272
 PR0272                          STATION RECOVERY (1964)
 PR0272
 PR0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PR0272'RECOVERED IN GOOD CONDITION.
 PR0272
 PR0272                          STATION RECOVERY (1990)
 PR0272
 PR0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0272'IN BROOKINGS, AT THE BROOKINGS MUNICIPAL AIRPORT, 39.7 M (130.2 FT)
 PR0272'NORTHWEST OF THE WEST CORNER OF THE TERMINAL BUILDING, 8.8 M
 PR0272'(28.9 FT) WEST OF THE EXTENDED CENTER OF WESTERN AVENUE, 4.4 M
 PR0272'(14.4 FT) SOUTHEAST OF THE SOUTH CORNER OF A 12 BY 14 FOOT BRICK
 PR0272'UTILITY BUILDING, 2.0 M (6.6 FT) WEST OF A FENCE CORNER, LEVEL WITH
 PR0272'THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR0272
 PR0272                          STATION RECOVERY (1994)
 PR0272
 PR0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0272'IN BROOKINGS, AT 413 2ND STREET SOUTHWEST, 49.9 M (163.7 FT) SOUTHWEST
 PR0272'OF THE STREET CENTERLINE, 39.7 M (130.2 FT) NORTHWEST OF THE WEST
 PR0272'CORNER OF THE BROOKING MUNICIPAL AIRPORT TERMINAL AT 413 2ND STREET
 PR0272'SOUTHWEST, 4.5 M (14.8 FT) SOUTHEAST OF THE SOUTH CORNER OF A 14 BY
 PR0272'12-FOOT BRICK BUILDING, 3.5 M (11.5 FT) NORTHEAST OF A UTILITY POLE,
 PR0272'1.9 M (6.2 FT) WEST OF A CHAIN-LINK FENCE, 0.2 M (0.7 FT) BELOW THE
 PR0272'LEVEL OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR0272'SURFACE.
 PR0272
 PR0272                          STATION RECOVERY (1996)
 PR0272
 PR0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PR0272'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST-SOUTHEAST OF VOLGA
 PR0272'AND 1.0 MI (1.6 KM) SOUTHWEST OF BROOKINGS AT THE BROOKINGS MUNICIPAL
 PR0272'AIRPORT.  OWNERSHIP--CITY OF BROOKINGS, 307 2ND STREET SOUTHWEST
 PR0272'BROOKINGS SD 57006.  AIRPORT MANAGER IS KEITH MILLER, PHONE
 PR0272'605-692-9005.  TO REACH THE STATION FROM THE INTERSECTION OF
 PR0272'INTERSTATE HIGHWAY 29 AND U.S. HIGHWAY 14, ABOUT 2.0 MI (3.2 KM) EAST
 PR0272'OF BROOKINGS, GO WEST ON U.S. HIGHWAY 14 FOR  2.5 MI (4.0 KM) TO AN
 PR0272'INTERSECTION.  TURN LEFT, SOUTH, ON WESTERN AVENUE FOR 0.45 MI (0.72
 PR0272'KM) TO A LOCKED GATE ON THE RIGHT SIDE OF THE TERMINAL BUILDING.
 PR0272'CONTINUE THROUGH GATE TO THE STATION ON THE RIGHT.  THE STATION IS
 PR0272'130.2 FT (39.7 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 PR0272'TERMINAL BUILDING, 108.9 FT (33.2 M) WEST-NORTHWEST OF THE CENTERLINE
 PR0272'OF A ROAD LEADING TO APRON, 51.1 FT (15.6 M) NORTH OF THE NORTH CORNER
 PR0272'OF APRON, 14.5 FT (4.4 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PR0272'BRICK BUILDING AND 10.5 FT (3.2 M) NORTHEAST OF A WOODEN POLE.  THE
 PR0272'STATION IS A CGS BENCHMARK DISK STAMPED P 341 1949 SET IN A ROUND
 PR0272'CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0903 ***********************************************************************
 NM0903  DESIGNATION -  P 343
 NM0903  PID         -  NM0903
 NM0903  STATE/COUNTY-  SD/CLAY
 NM0903  COUNTRY     -  US
 NM0903  USGS QUAD   -  VERMILLION (2017)
 NM0903
 NM0903                         *CURRENT SURVEY CONTROL
 NM0903  ______________________________________________________________________
 NM0903* NAD 83(1986) POSITION- 42 45 44.     (N) 096 55 38.     (W)   SCALED
 NM0903* NAVD 88 ORTHO HEIGHT -   347.706 (meters)     1140.77  (feet) ADJUSTED
 NM0903  ______________________________________________________________________
 NM0903  GEOID HEIGHT    -        -25.585 (meters)                     GEOID18
 NM0903  DYNAMIC HEIGHT  -        347.603 (meters)     1140.43  (feet) COMP
 NM0903  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 NM0903
 NM0903  VERT ORDER      -  FIRST     CLASS II
 NM0903
 NM0903.This mark is at Harold Davidson Fld Airport (VMR)
 NM0903
 NM0903.The horizontal coordinates were scaled from a map and have
 NM0903.an estimated accuracy of +/- 6 seconds.
 NM0903
 NM0903.The orthometric height was determined by differential leveling and
 NM0903.adjusted by the NATIONAL GEODETIC SURVEY
 NM0903.in June 1991.
 NM0903
 NM0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0903.GEOID18 height accuracy estimate available here.
 NM0903
 NM0903.Click photographs - Photos may exist for this station.
 NM0903
 NM0903.The dynamic height is computed by dividing the NAVD 88
 NM0903.geopotential number by the normal gravity value computed on the
 NM0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0903.degrees latitude (g = 980.6199 gals.).
 NM0903
 NM0903.The modeled gravity was interpolated from observed gravity values.
 NM0903
 NM0903;                    North         East    Units  Estimated Accuracy
 NM0903;SPC SD S     -    53,360.      878,730.      MT  (+/- 180 meters Scaled)
 NM0903
 NM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN696364(NAD 83)
 NM0903
 NM0903                          SUPERSEDED SURVEY CONTROL
 NM0903
 NM0903  NGVD 29 (??/??/92)  347.504  (m)         1140.10   (f) ADJ UNCH    1 2
 NM0903
 NM0903.Superseded values are not recommended for survey control.
 NM0903
 NM0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0903.See file dsdata.pdf to determine how the superseded data were derived.
 NM0903
 NM0903_MARKER: DB = BENCH MARK DISK
 NM0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0903_STAMPING: P 343 1949
 NM0903_MARK LOGO: CGS
 NM0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0903+STABILITY: SURFACE MOTION
 NM0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0903+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996
 NM0903
 NM0903  HISTORY     - Date     Condition        Report By
 NM0903  HISTORY     - 1949     MONUMENTED       CGS
 NM0903  HISTORY     - 19930908 GOOD             NGS
 NM0903  HISTORY     - 19960501 MARK NOT FOUND   NGS
 NM0903  HISTORY     - 19990430 GOOD             LOCENG
 NM0903  HISTORY     - 20120420 MARK NOT FOUND   INDIV
 NM0903
 NM0903                          STATION DESCRIPTION
 NM0903
 NM0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0903'1 MI SE FROM VERMILLION.
 NM0903'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE,
 NM0903'ST. PAUL AND PACIFIC RAILROAD STATION AT VERMILLION, THENCE
 NM0903'0.95 MILE SOUTH ALONG A GRAVELED ROAD, 72 FEET EAST OF THE
 NM0903'CENTER LINE OF THE NORTH-SOUTH ROAD, 8.3 FEET SOUTH OF A
 NM0903'DIVISION FENCE LEADING EAST, 1.0 FOOT WEST OF THE RIGHT-OF-WAY
 NM0903'FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 NM0903'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0903
 NM0903                          STATION RECOVERY (1993)
 NM0903
 NM0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0903'IN VERMILLION, AT VERMILLION-DAVIDSON FIELD, 64.4 M (211.3 FT)
 NM0903'NORTHEAST OF THE MOST NORTHEASTERLY RUNWAY END LIGHT, 12.6 M (41.3
 NM0903'FT) SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 2.0 M (6.6 FT)
 NM0903'BELOW THE LEVEL OF THE RUNWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 NM0903'POST, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND
 NM0903'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF
 NM0903'VERMILLION.  FOR PERMISSION TO VISIT THE MONUMENT, CONTACT--JIM
 NM0903'KENNEY--AIRPORT MANAGER, TELEPHONE NUMBER (605) 642-3100.
 NM0903
 NM0903                          STATION RECOVERY (1996)
 NM0903
 NM0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM0903'SEARCHED FOR NOT RECOVERED.
 NM0903
 NM0903                          STATION RECOVERY (1999)
 NM0903
 NM0903'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (LZ)
 NM0903'RECOVERED AS DESCRIBED.
 NM0903
 NM0903                          STATION RECOVERY (2012)
 NM0903
 NM0903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0903'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0359 ***********************************************************************
 PR0359  DESIGNATION -  P 344
 PR0359  PID         -  PR0359
 PR0359  STATE/COUNTY-  SD/DEUEL
 PR0359  COUNTRY     -  US
 PR0359  USGS QUAD   -  ESTELLINE SE (2017)
 PR0359
 PR0359                         *CURRENT SURVEY CONTROL
 PR0359  ______________________________________________________________________
 PR0359* NAD 83(1986) POSITION- 44 34 23.     (N) 096 52 28.     (W)   SCALED
 PR0359* NAVD 88 ORTHO HEIGHT -   504.805 (meters)     1656.18  (feet) ADJUSTED
 PR0359  ______________________________________________________________________
 PR0359  GEOID HEIGHT    -        -24.965 (meters)                     GEOID18
 PR0359  DYNAMIC HEIGHT  -        504.729 (meters)     1655.93  (feet) COMP
 PR0359  MODELED GRAVITY -    980,450.9   (mgal)                       NAVD 88
 PR0359
 PR0359  VERT ORDER      -  SECOND    CLASS 0
 PR0359
 PR0359.The horizontal coordinates were scaled from a map and have
 PR0359.an estimated accuracy of +/- 6 seconds.
 PR0359
 PR0359.The orthometric height was determined by differential leveling and
 PR0359.adjusted by the NATIONAL GEODETIC SURVEY
 PR0359.in June 1991.
 PR0359
 PR0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0359.GEOID18 height accuracy estimate available here.
 PR0359
 PR0359.Click photographs - Photos may exist for this station.
 PR0359
 PR0359.The dynamic height is computed by dividing the NAVD 88
 PR0359.geopotential number by the normal gravity value computed on the
 PR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0359.degrees latitude (g = 980.6199 gals.).
 PR0359
 PR0359.The modeled gravity was interpolated from observed gravity values.
 PR0359
 PR0359;                    North         East    Units  Estimated Accuracy
 PR0359;SPC SD N     -    86,990.      848,200.      MT  (+/- 180 meters Scaled)
 PR0359
 PR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ687377(NAD 83)
 PR0359
 PR0359                          SUPERSEDED SURVEY CONTROL
 PR0359
 PR0359  NGVD 29 (??/??/92)  504.525  (m)         1655.26   (f) ADJ UNCH    2 0
 PR0359
 PR0359.Superseded values are not recommended for survey control.
 PR0359
 PR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0359.See file dsdata.pdf to determine how the superseded data were derived.
 PR0359
 PR0359_MARKER: DB = BENCH MARK DISK
 PR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0359_STAMPING: P 344 1949
 PR0359_MARK LOGO: CGS
 PR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0359+STABILITY: SURFACE MOTION
 PR0359
 PR0359  HISTORY     - Date     Condition        Report By
 PR0359  HISTORY     - 1949     MONUMENTED       CGS
 PR0359
 PR0359                          STATION DESCRIPTION
 PR0359
 PR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0359'1.4 MI E FROM ESTELLINE.
 PR0359'1.45 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0359'NORTH WESTERN RAILROAD STATION AT ESTELLINE, AT THE FARM HOME
 PR0359'OF J.P. GILLIGAN, 131 FEET NORTH OF THE CENTER OF THE ROAD,
 PR0359'79.0 FEET NORTH OF A FENCE CORNER POST, 71.0 FEET NORTHEAST OF
 PR0359'THE SOUTHEAST CORNER OF THE HOUSE, 1.2 FEET WEST OF A FENCE,
 PR0359'1.9 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 PR0359'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0463 ***********************************************************************
 PS0463  DESIGNATION -  P 349
 PS0463  PID         -  PS0463
 PS0463  STATE/COUNTY-  SD/LYMAN
 PS0463  COUNTRY     -  US
 PS0463  USGS QUAD   -  LOWER BRULE NE (2017)
 PS0463
 PS0463                         *CURRENT SURVEY CONTROL
 PS0463  ______________________________________________________________________
 PS0463* NAD 83(1986) POSITION- 44 07 45.     (N) 099 34 33.     (W)   SCALED
 PS0463* NAVD 88 ORTHO HEIGHT -   430.591 (meters)     1412.70  (feet) ADJUSTED
 PS0463  ______________________________________________________________________
 PS0463  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 PS0463  DYNAMIC HEIGHT  -        430.496 (meters)     1412.39  (feet) COMP
 PS0463  MODELED GRAVITY -    980,386.2   (mgal)                       NAVD 88
 PS0463
 PS0463  VERT ORDER      -  FIRST     CLASS II
 PS0463
 PS0463.The horizontal coordinates were scaled from a map and have
 PS0463.an estimated accuracy of +/- 6 seconds.
 PS0463
 PS0463.The orthometric height was determined by differential leveling and
 PS0463.adjusted by the NATIONAL GEODETIC SURVEY
 PS0463.in June 1991.
 PS0463
 PS0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0463.GEOID18 height accuracy estimate available here.
 PS0463
 PS0463.Click photographs - Photos may exist for this station.
 PS0463
 PS0463.The dynamic height is computed by dividing the NAVD 88
 PS0463.geopotential number by the normal gravity value computed on the
 PS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0463.degrees latitude (g = 980.6199 gals.).
 PS0463
 PS0463.The modeled gravity was interpolated from observed gravity values.
 PS0463
 PS0463;                    North         East    Units  Estimated Accuracy
 PS0463;SPC SD S     -   199,780.      660,620.      MT  (+/- 180 meters Scaled)
 PS0463
 PS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP539863(NAD 83)
 PS0463
 PS0463                          SUPERSEDED SURVEY CONTROL
 PS0463
 PS0463  NGVD 29 (??/??/92)  430.263  (m)         1411.62   (f) ADJ UNCH    1 2
 PS0463
 PS0463.Superseded values are not recommended for survey control.
 PS0463
 PS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0463.See file dsdata.pdf to determine how the superseded data were derived.
 PS0463
 PS0463_MARKER: DB = BENCH MARK DISK
 PS0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0463_STAMPING: P 349 1949
 PS0463_MARK LOGO: CGS
 PS0463_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0463+STABILITY: SURFACE MOTION
 PS0463
 PS0463  HISTORY     - Date     Condition        Report By
 PS0463  HISTORY     - 1949     MONUMENTED       CGS
 PS0463  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0463
 PS0463                          STATION DESCRIPTION
 PS0463
 PS0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0463'3.9 MI N FROM LOWER BRULE.
 PS0463'3.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0463'LOWER BRULE, ON THE INSIDE OF A CURVE WITH TANGENTS LEADING
 PS0463'SOUTH AND WEST, 173 FEET SOUTH OF THE CENTER LINE OF THE WEST
 PS0463'TANGENT, 45 FEET WEST OF THE CENTER LINE OF THE SOUTH TANGENT,
 PS0463'5 FEET NORTHWEST OF A CORNER FENCE POST, 2 FEET NORTHEAST OF A
 PS0463'FENCE, 1.7 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 PS0463'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3
 PS0463'FOOT ABOVE THE GROUND.
 PS0463
 PS0463                          STATION RECOVERY (1965)
 PS0463
 PS0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0062 ***********************************************************************
 QR0062  DESIGNATION -  P 350
 QR0062  PID         -  QR0062
 QR0062  STATE/COUNTY-  SD/BROWN
 QR0062  COUNTRY     -  US
 QR0062  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0062
 QR0062                         *CURRENT SURVEY CONTROL
 QR0062  ______________________________________________________________________
 QR0062* NAD 83(1986) POSITION- 45 27 26.     (N) 098 25 27.     (W)   SCALED
 QR0062* NAVD 88 ORTHO HEIGHT -   396.106 (meters)     1299.56  (feet) ADJUSTED
 QR0062  ______________________________________________________________________
 QR0062  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 QR0062  DYNAMIC HEIGHT  -        396.079 (meters)     1299.47  (feet) COMP
 QR0062  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 QR0062
 QR0062  VERT ORDER      -  SECOND    CLASS 0
 QR0062
 QR0062.This mark is at Aberdeen Airport (ABR)
 QR0062
 QR0062.The horizontal coordinates were scaled from a map and have
 QR0062.an estimated accuracy of +/- 6 seconds.
 QR0062
 QR0062.The orthometric height was determined by differential leveling and
 QR0062.adjusted by the NATIONAL GEODETIC SURVEY
 QR0062.in June 1991.
 QR0062
 QR0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0062.GEOID18 height accuracy estimate available here.
 QR0062
 QR0062.Click photographs - Photos may exist for this station.
 QR0062
 QR0062.The dynamic height is computed by dividing the NAVD 88
 QR0062.geopotential number by the normal gravity value computed on the
 QR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0062.degrees latitude (g = 980.6199 gals.).
 QR0062
 QR0062.The modeled gravity was interpolated from observed gravity values.
 QR0062
 QR0062;                    North         East    Units  Estimated Accuracy
 QR0062;SPC SD N     -   181,650.      723,250.      MT  (+/- 180 meters Scaled)
 QR0062
 QR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR450339(NAD 83)
 QR0062
 QR0062                          SUPERSEDED SURVEY CONTROL
 QR0062
 QR0062  NGVD 29 (??/??/92)  395.815  (m)         1298.60   (f) ADJ UNCH    2 0
 QR0062
 QR0062.Superseded values are not recommended for survey control.
 QR0062
 QR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0062.See file dsdata.pdf to determine how the superseded data were derived.
 QR0062
 QR0062_MARKER: DB = BENCH MARK DISK
 QR0062_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0062_SP_SET: APRON
 QR0062_STAMPING: P 350 1957
 QR0062_MARK LOGO: CGS
 QR0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0062
 QR0062  HISTORY     - Date     Condition        Report By
 QR0062  HISTORY     - 1957     MONUMENTED       CGS
 QR0062  HISTORY     - 1974     MARK NOT FOUND   NGS
 QR0062
 QR0062                          STATION DESCRIPTION
 QR0062
 QR0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QR0062'3 MI E FROM ABERDEEN.
 QR0062'AT SAUNDERS AIRPORT ON THE NORTH EDGE OF THE CONCRETE APRON AT
 QR0062'THE ADMINISTRATION BUILDING.  88.4 FT. NNW OF THE NW CORNER OF
 QR0062'THE ADMINISTRATION BUILDING, 28.5 FT. WEST OF THE NE CORNER OF
 QR0062'THE APRON, 56.0 FT. WEST OF A N/S FENCE, 3.3 FT. SOUTH OF N.
 QR0062'EDGE OF APRON.  A STANDARD B.M. DISK SET IN DRILL HOLE IN THE
 QR0062'CONCRETE APRON.  NOTE-- THE CONCRETE RAMP IN WHICH THE MARK IS
 QR0062'SET HAS BEEN COVERED WITH APPROIXMATELY 4-IN OF ASPHALT PAVING,
 QR0062'THE DISK WAS LEFT INTACT.
 QR0062
 QR0062                          STATION RECOVERY (1974)
 QR0062
 QR0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0063 ***********************************************************************
 QR0063  DESIGNATION -  P 350 RESET
 QR0063  PID         -  QR0063
 QR0063  STATE/COUNTY-  SD/BROWN
 QR0063  COUNTRY     -  US
 QR0063  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0063
 QR0063                         *CURRENT SURVEY CONTROL
 QR0063  ______________________________________________________________________
 QR0063* NAD 83(1986) POSITION- 45 27 26.     (N) 098 25 27.     (W)   SCALED
 QR0063* NAVD 88 ORTHO HEIGHT -   397.24  (meters)     1303.3   (feet) RESET
 QR0063  ______________________________________________________________________
 QR0063  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 QR0063  VERT ORDER      -  THIRD
 QR0063
 QR0063.This mark is at Aberdeen Airport (ABR)
 QR0063
 QR0063.The horizontal coordinates were scaled from a map and have
 QR0063.an estimated accuracy of +/- 6 seconds.
 QR0063
 QR0063.The orthometric height was computed from unverified reset data.
 QR0063
 QR0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0063.GEOID18 height accuracy estimate available here.
 QR0063
 QR0063.Click photographs - Photos may exist for this station.
 QR0063
 QR0063;                    North         East    Units  Estimated Accuracy
 QR0063;SPC SD N     -   181,650.      723,250.      MT  (+/- 180 meters Scaled)
 QR0063
 QR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR450339(NAD 83)
 QR0063
 QR0063                          SUPERSEDED SURVEY CONTROL
 QR0063
 QR0063.No superseded survey control is available for this station.
 QR0063
 QR0063_MARKER: DB = BENCH MARK DISK
 QR0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0063_SP_SET: WALL
 QR0063_STAMPING: P 350 RESET 1972
 QR0063_MARK LOGO: CGS
 QR0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0063
 QR0063  HISTORY     - Date     Condition        Report By
 QR0063  HISTORY     - 1972     MONUMENTED       NGS
 QR0063  HISTORY     - 1974     GOOD             NGS
 QR0063
 QR0063                          STATION DESCRIPTION
 QR0063
 QR0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QR0063'3 MI E FROM ABERDEEN.
 QR0063'AT SAUNDERS AIRPORT IN THE NORTH WALL OF THE ADMINISTRATION
 QR0063'BUILDING, 38 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 QR0063'2 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 3.3 FEET
 QR0063'ABOVE THE SIDEWALK.  IT IS SET VERTICALLY IN A DRILL HOLE IN THE
 QR0063'BRICK WALL.
 QR0063
 QR0063                          STATION RECOVERY (1974)
 QR0063
 QR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0635 ***********************************************************************
 PU0635  DESIGNATION -  P 355
 PU0635  PID         -  PU0635
 PU0635  STATE/COUNTY-  SD/PENNINGTON
 PU0635  COUNTRY     -  US
 PU0635  USGS QUAD   -  OWANKA (2017)
 PU0635
 PU0635                         *CURRENT SURVEY CONTROL
 PU0635  ______________________________________________________________________
 PU0635* NAD 83(1986) POSITION- 44 04 54.     (N) 102 35 18.     (W)   SCALED
 PU0635* NAVD 88 ORTHO HEIGHT -   887.855 (meters)     2912.90  (feet) ADJUSTED
 PU0635  ______________________________________________________________________
 PU0635  GEOID HEIGHT    -        -18.126 (meters)                     GEOID18
 PU0635  DYNAMIC HEIGHT  -        887.581 (meters)     2912.01  (feet) COMP
 PU0635  MODELED GRAVITY -    980,280.3   (mgal)                       NAVD 88
 PU0635
 PU0635  VERT ORDER      -  SECOND    CLASS 0
 PU0635
 PU0635.The horizontal coordinates were scaled from a map and have
 PU0635.an estimated accuracy of +/- 6 seconds.
 PU0635
 PU0635.The orthometric height was determined by differential leveling and
 PU0635.adjusted by the NATIONAL GEODETIC SURVEY
 PU0635.in June 1991.
 PU0635
 PU0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0635.GEOID18 height accuracy estimate available here.
 PU0635
 PU0635.Click photographs - Photos may exist for this station.
 PU0635
 PU0635.The dynamic height is computed by dividing the NAVD 88
 PU0635.geopotential number by the normal gravity value computed on the
 PU0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0635.degrees latitude (g = 980.6199 gals.).
 PU0635
 PU0635.The modeled gravity was interpolated from observed gravity values.
 PU0635
 PU0635;                    North         East    Units  Estimated Accuracy
 PU0635;SPC SD S     -   196,680.      419,420.      MT  (+/- 180 meters Scaled)
 PU0635
 PU0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ930837(NAD 83)
 PU0635
 PU0635                          SUPERSEDED SURVEY CONTROL
 PU0635
 PU0635  NGVD 29 (??/??/92)  887.387  (m)         2911.37   (f) ADJ UNCH    2 0
 PU0635
 PU0635.Superseded values are not recommended for survey control.
 PU0635
 PU0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0635.See file dsdata.pdf to determine how the superseded data were derived.
 PU0635
 PU0635_MARKER: DB = BENCH MARK DISK
 PU0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0635_STAMPING: P 355 1961
 PU0635_MARK LOGO: CGS
 PU0635_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0635+STABILITY: SURFACE MOTION
 PU0635
 PU0635  HISTORY     - Date     Condition        Report By
 PU0635  HISTORY     - 1961     MONUMENTED       CGS
 PU0635
 PU0635                          STATION DESCRIPTION
 PU0635
 PU0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0635'4 MI N FROM OWANKA.
 PU0635'4.0 MILES NORTH ALONG GRAVELED ROAD FROM THE POST OFFICE AT
 PU0635'OWANKA, SET IN THE NORTHEAST CORNER OF A CROSSROAD, 8.6 FEET NORTH
 PU0635'OF THE CENTER OF THE EAST-WEST ROAD, 37 FEET EAST OF THE CENTER OF
 PU0635'THE NORTH-SOUTH ROAD, 52 FEET NORTH OF A TELEPHONE POLE, 1 FOOT
 PU0635'WEST OF THE WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 PU0635'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0326 ***********************************************************************
 PV0326  DESIGNATION -  P 358
 PV0326  PID         -  PV0326
 PV0326  STATE/COUNTY-  SD/BUTTE
 PV0326  COUNTRY     -  US
 PV0326  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0326
 PV0326                         *CURRENT SURVEY CONTROL
 PV0326  ______________________________________________________________________
 PV0326* NAD 83(1986) POSITION- 44 47 12.     (N) 104 00 58.     (W)   SCALED
 PV0326* NAVD 88 ORTHO HEIGHT -   975.281 (meters)     3199.73  (feet) ADJUSTED
 PV0326  ______________________________________________________________________
 PV0326  GEOID HEIGHT    -        -15.190 (meters)                     GEOID18
 PV0326  DYNAMIC HEIGHT  -        975.019 (meters)     3198.87  (feet) COMP
 PV0326  MODELED GRAVITY -    980,315.6   (mgal)                       NAVD 88
 PV0326
 PV0326  VERT ORDER      -  SECOND    CLASS 0
 PV0326
 PV0326.The horizontal coordinates were scaled from a map and have
 PV0326.an estimated accuracy of +/- 6 seconds.
 PV0326
 PV0326.The orthometric height was determined by differential leveling and
 PV0326.adjusted by the NATIONAL GEODETIC SURVEY
 PV0326.in June 1991.
 PV0326
 PV0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0326.GEOID18 height accuracy estimate available here.
 PV0326
 PV0326.Click photographs - Photos may exist for this station.
 PV0326
 PV0326.The dynamic height is computed by dividing the NAVD 88
 PV0326.geopotential number by the normal gravity value computed on the
 PV0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0326.degrees latitude (g = 980.6199 gals.).
 PV0326
 PV0326.The modeled gravity was interpolated from observed gravity values.
 PV0326
 PV0326;                    North         East    Units  Estimated Accuracy
 PV0326;SPC SD N     -   113,820.      282,320.      MT  (+/- 180 meters Scaled)
 PV0326
 PV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK778597(NAD 83)
 PV0326
 PV0326                          SUPERSEDED SURVEY CONTROL
 PV0326
 PV0326  NGVD 29 (??/??/92)  974.796  (m)         3198.14   (f) ADJ UNCH    2 0
 PV0326
 PV0326.Superseded values are not recommended for survey control.
 PV0326
 PV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0326.See file dsdata.pdf to determine how the superseded data were derived.
 PV0326
 PV0326_MARKER: DB = BENCH MARK DISK
 PV0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0326_STAMPING: P 358 1962
 PV0326_MARK LOGO: CGS
 PV0326_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0326+STABILITY: SURFACE MOTION
 PV0326
 PV0326  HISTORY     - Date     Condition        Report By
 PV0326  HISTORY     - 1962     MONUMENTED       CGS
 PV0326
 PV0326                          STATION DESCRIPTION
 PV0326
 PV0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0326'10.5 MI NW FROM BELLE FOURCHE.
 PV0326'10.5 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PV0326'OF U.S. HIGHWAY 85 IN BELLE FOURCHE, AT A ROAD JUNCTION, 58.5
 PV0326'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 40.5 FEET EAST OF
 PV0326'THE CENTERLINE OF A TRACK ROAD, 3 FEET SOUTH OF A FENCE LINE, 2.5
 PV0326'FEET WEST OF A WITNESS POST, 3.5 FEET LOWER THAN THE HIGHWAY AND
 PV0326'SET IN A CONCRETE POST PROJECTING ABOUT 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9024 ***********************************************************************
 AD9024  DESIGNATION -  P 358 RESET
 AD9024  PID         -  AD9024
 AD9024  STATE/COUNTY-  SD/BUTTE
 AD9024  COUNTRY     -  US
 AD9024  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD9024
 AD9024                         *CURRENT SURVEY CONTROL
 AD9024  ______________________________________________________________________
 AD9024* NAD 83(1986) POSITION- 44 47 10.     (N) 104 00 56.     (W)   SCALED
 AD9024* NAVD 88 ORTHO HEIGHT -   975.154 (meters)     3199.32  (feet) ADJUSTED
 AD9024  ______________________________________________________________________
 AD9024  GEOID HEIGHT    -        -15.191 (meters)                     GEOID18
 AD9024  DYNAMIC HEIGHT  -        974.892 (meters)     3198.46  (feet) COMP
 AD9024  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 AD9024
 AD9024  VERT ORDER      -  FIRST     CLASS II
 AD9024
 AD9024.The horizontal coordinates were scaled from a map and have
 AD9024.an estimated accuracy of +/- 6 seconds.
 AD9024
 AD9024.The orthometric height was determined by differential leveling and
 AD9024.adjusted by the NATIONAL GEODETIC SURVEY
 AD9024.in July 1998.
 AD9024
 AD9024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9024.GEOID18 height accuracy estimate available here.
 AD9024
 AD9024.Click photographs - Photos may exist for this station.
 AD9024
 AD9024.The dynamic height is computed by dividing the NAVD 88
 AD9024.geopotential number by the normal gravity value computed on the
 AD9024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9024.degrees latitude (g = 980.6199 gals.).
 AD9024
 AD9024.The modeled gravity was interpolated from observed gravity values.
 AD9024
 AD9024;                    North         East    Units  Estimated Accuracy
 AD9024;SPC SD N     -   113,750.      282,360.      MT  (+/- 180 meters Scaled)
 AD9024
 AD9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK778596(NAD 83)
 AD9024
 AD9024                          SUPERSEDED SURVEY CONTROL
 AD9024
 AD9024.No superseded survey control is available for this station.
 AD9024
 AD9024_MARKER: DV = VERTICAL CONTROL DISK
 AD9024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9024_STAMPING: P 358 RESET 1978
 AD9024_MARK LOGO: NGS
 AD9024_PROJECTION: RECESSED 10 CENTIMETERS
 AD9024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9024+STABILITY: SURFACE MOTION
 AD9024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9024+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9024
 AD9024  HISTORY     - Date     Condition        Report By
 AD9024  HISTORY     - 1978     MONUMENTED       NGS
 AD9024  HISTORY     - 19950930 GOOD             NGS
 AD9024
 AD9024                          STATION DESCRIPTION
 AD9024
 AD9024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9024'17.4 KM (10.80 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9024'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 568.0 M (1863.5 FT)
 AD9024'NORTHWEST OF MILEPOST 3, 28.9 M (94.8 FT) SOUTHWEST OF THE HIGHWAY
 AD9024'CENTERLINE, 7.5 M (24.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE DAKOTA
 AD9024'MINNESOTA EASTERN RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AD9024'HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 AD9024'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1995 ***********************************************************************
 PU1995  DESIGNATION -  P 359
 PU1995  PID         -  PU1995
 PU1995  STATE/COUNTY-  SD/BUTTE
 PU1995  COUNTRY     -  US
 PU1995  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1995
 PU1995                         *CURRENT SURVEY CONTROL
 PU1995  ______________________________________________________________________
 PU1995* NAD 83(1986) POSITION- 44 38 24.     (N) 103 55 51.     (W)   SCALED
 PU1995* NAVD 88 ORTHO HEIGHT -   966.484 (meters)     3170.87  (feet) ADJUSTED
 PU1995  ______________________________________________________________________
 PU1995  GEOID HEIGHT    -        -15.083 (meters)                     GEOID18
 PU1995  DYNAMIC HEIGHT  -        966.197 (meters)     3169.93  (feet) COMP
 PU1995  MODELED GRAVITY -    980,288.1   (mgal)                       NAVD 88
 PU1995
 PU1995  VERT ORDER      -  SECOND    CLASS 0
 PU1995
 PU1995.The horizontal coordinates were scaled from a map and have
 PU1995.an estimated accuracy of +/- 6 seconds.
 PU1995
 PU1995.The orthometric height was determined by differential leveling and
 PU1995.adjusted by the NATIONAL GEODETIC SURVEY
 PU1995.in June 1991.
 PU1995
 PU1995.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1995.GEOID18 height accuracy estimate available here.
 PU1995
 PU1995.Click photographs - Photos may exist for this station.
 PU1995
 PU1995.The dynamic height is computed by dividing the NAVD 88
 PU1995.geopotential number by the normal gravity value computed on the
 PU1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1995.degrees latitude (g = 980.6199 gals.).
 PU1995
 PU1995.The modeled gravity was interpolated from observed gravity values.
 PU1995
 PU1995;                    North         East    Units  Estimated Accuracy
 PU1995;SPC SD N     -    97,210.      288,270.      MT  (+/- 180 meters Scaled)
 PU1995
 PU1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK847435(NAD 83)
 PU1995
 PU1995                          SUPERSEDED SURVEY CONTROL
 PU1995
 PU1995  NGVD 29 (??/??/92)  965.978  (m)         3169.21   (f) ADJ UNCH    2 0
 PU1995
 PU1995.Superseded values are not recommended for survey control.
 PU1995
 PU1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1995.See file dsdata.pdf to determine how the superseded data were derived.
 PU1995
 PU1995_MARKER: DB = BENCH MARK DISK
 PU1995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1995_SP_SET: BRIDGE
 PU1995_STAMPING: P 359 1962
 PU1995_MARK LOGO: CGS
 PU1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1995
 PU1995  HISTORY     - Date     Condition        Report By
 PU1995  HISTORY     - 1962     MONUMENTED       CGS
 PU1995
 PU1995                          STATION DESCRIPTION
 PU1995
 PU1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1995'5.2 MI SW FROM BELLE FOURCHE.
 PU1995'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1995'BELLE FOURCHE, THENCE 3.75 MILE WEST ALONG STATE HIGHWAY 34,
 PU1995'AT A BRIDGE OVER HAY CREEK, SET IN TOP AND AT THE SOUTH END
 PU1995'OF THE EAST HEADWALL OF THE BRIDGE, 18 FEET NORTH OF THE
 PU1995'CENTERLINE OF THE HIGHWAY, 0.8 OF A FOOT NORTH OF THE SOUTH
 PU1995'END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY, DRILLED IN
 PU1995'HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0149 ***********************************************************************
 OR0149  DESIGNATION -  P 36
 OR0149  PID         -  OR0149
 OR0149  STATE/COUNTY-  SD/CHARLES MIX
 OR0149  COUNTRY     -  US
 OR0149  USGS QUAD   -  BOVEE (2017)
 OR0149
 OR0149                         *CURRENT SURVEY CONTROL
 OR0149  ______________________________________________________________________
 OR0149* NAD 83(1986) POSITION- 43 16 58.     (N) 098 50 40.     (W)   SCALED
 OR0149* NAVD 88 ORTHO HEIGHT -   536.160 (meters)     1759.05  (feet) ADJUSTED
 OR0149  ______________________________________________________________________
 OR0149  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 OR0149  DYNAMIC HEIGHT  -        535.986 (meters)     1758.48  (feet) COMP
 OR0149  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OR0149
 OR0149  VERT ORDER      -  FIRST     CLASS II
 OR0149
 OR0149.The horizontal coordinates were scaled from a map and have
 OR0149.an estimated accuracy of +/- 6 seconds.
 OR0149
 OR0149.The orthometric height was determined by differential leveling and
 OR0149.adjusted by the NATIONAL GEODETIC SURVEY
 OR0149.in June 1991.
 OR0149
 OR0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0149.GEOID18 height accuracy estimate available here.
 OR0149
 OR0149.Click photographs - Photos may exist for this station.
 OR0149
 OR0149.The dynamic height is computed by dividing the NAVD 88
 OR0149.geopotential number by the normal gravity value computed on the
 OR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0149.degrees latitude (g = 980.6199 gals.).
 OR0149
 OR0149.The modeled gravity was interpolated from observed gravity values.
 OR0149
 OR0149;                    North         East    Units  Estimated Accuracy
 OR0149;SPC SD S     -   106,560.      720,830.      MT  (+/- 180 meters Scaled)
 OR0149
 OR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN126922(NAD 83)
 OR0149
 OR0149                          SUPERSEDED SURVEY CONTROL
 OR0149
 OR0149  NGVD 29 (??/??/92)  535.827  (m)         1757.96   (f) ADJ UNCH    1 2
 OR0149
 OR0149.Superseded values are not recommended for survey control.
 OR0149
 OR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0149.See file dsdata.pdf to determine how the superseded data were derived.
 OR0149
 OR0149_MARKER: DB = BENCH MARK DISK
 OR0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0149_STAMPING: 1757.959 P 36 1933
 OR0149_MARK LOGO: CGS
 OR0149_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0149+STABILITY: SURFACE MOTION
 OR0149
 OR0149  HISTORY     - Date     Condition        Report By
 OR0149  HISTORY     - 1933     MONUMENTED       CGS
 OR0149  HISTORY     - 1934     GOOD             CGS
 OR0149  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0149
 OR0149                          STATION DESCRIPTION
 OR0149
 OR0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0149'6.8 MI S FROM PLATTE.
 OR0149'6.8 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM PLATTE, CHARLES
 OR0149'MIX COUNTY, 400 FEET SOUTH OF A ROAD INTERSECTION, 75 FEET
 OR0149'SOUTHEAST OF THE MATT HUGG HOME (IN 1933), 40 FEET WEST OF THE
 OR0149'CENTER LINE OF THE HIGHWAY, AND 6 FEET WEST AND 3 FEET SOUTH
 OR0149'OF A GATEPOST.  A STANDARD DISK, STAMPED 1757.959 P 36 1933 AND
 OR0149'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 OR0149'GROUND.
 OR0149
 OR0149                          STATION RECOVERY (1934)
 OR0149
 OR0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0149'RECOVERED IN GOOD CONDITION.
 OR0149
 OR0149                          STATION RECOVERY (2013)
 OR0149
 OR0149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1947 ***********************************************************************
 PU1947  DESIGNATION -  P 360
 PU1947  PID         -  PU1947
 PU1947  STATE/COUNTY-  SD/BUTTE
 PU1947  COUNTRY     -  US
 PU1947  USGS QUAD   -  NISLAND (2017)
 PU1947
 PU1947                         *CURRENT SURVEY CONTROL
 PU1947  ______________________________________________________________________
 PU1947* NAD 83(1986) POSITION- 44 40 24.2    (N) 103 33 29.2    (W)   HD_HELD2
 PU1947* NAVD 88 ORTHO HEIGHT -   872.252 (meters)     2861.71  (feet) ADJUSTED
 PU1947  ______________________________________________________________________
 PU1947  GEOID HEIGHT    -        -15.990 (meters)                     GEOID18
 PU1947  DYNAMIC HEIGHT  -        872.020 (meters)     2860.95  (feet) COMP
 PU1947  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 PU1947
 PU1947  VERT ORDER      -  FIRST     CLASS II
 PU1947
 PU1947.The horizontal coordinates were established by autonomous hand held GPS
 PU1947.observations and have an estimated accuracy of +/- 10 meters.
 PU1947
 PU1947.The orthometric height was determined by differential leveling and
 PU1947.adjusted by the NATIONAL GEODETIC SURVEY
 PU1947.in June 1991.
 PU1947
 PU1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1947.GEOID18 height accuracy estimate available here.
 PU1947
 PU1947.Click photographs - Photos may exist for this station.
 PU1947
 PU1947.The dynamic height is computed by dividing the NAVD 88
 PU1947.geopotential number by the normal gravity value computed on the
 PU1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1947.degrees latitude (g = 980.6199 gals.).
 PU1947
 PU1947.The modeled gravity was interpolated from observed gravity values.
 PU1947
 PU1947;                    North         East    Units  Estimated Accuracy
 PU1947;SPC SD N     -    99,548.      317,967.      MT  (+/- 10 meters HH2 GPS)
 PU1947
 PU1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1428647680(NAD 83)
 PU1947
 PU1947                          SUPERSEDED SURVEY CONTROL
 PU1947
 PU1947  NGVD 29 (??/??/92)  871.766  (m)         2860.12   (f) ADJ UNCH    1 2
 PU1947
 PU1947.Superseded values are not recommended for survey control.
 PU1947
 PU1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1947.See file dsdata.pdf to determine how the superseded data were derived.
 PU1947
 PU1947_MARKER: DB = BENCH MARK DISK
 PU1947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1947_SP_SET: BUILDING
 PU1947_STAMPING: P 360 1962
 PU1947_MARK LOGO: CGS
 PU1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1947+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1947
 PU1947  HISTORY     - Date     Condition        Report By
 PU1947  HISTORY     - 1962     MONUMENTED       CGS
 PU1947  HISTORY     - 19951116 GOOD             NGS
 PU1947
 PU1947                          STATION DESCRIPTION
 PU1947
 PU1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1947'0.3 MI W FROM NISLAND.
 PU1947'0.3 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1947'THE STATION AT NISLAND, AT THE WEST END OF THE TOWN, 130 YARDS
 PU1947'SOUTH OF THE TRACK, SET VERTICAL IN THE NORTH FACE OF THE
 PU1947'NORTHWEST CORNER OF THE TWO STORY SECTION OF THE SCHOOL, 1 FOOT
 PU1947'EAST OF THE NORTHWEST CORNER OF THE BUILDING, 1.2 FEET ABOVE
 PU1947'THE GROUND, 15 FEET ABOVE THE TRACK, SET VERTICAL.
 PU1947
 PU1947                          STATION RECOVERY (1995)
 PU1947
 PU1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1947'IN NISLAND, SET VERTICALLY IN THE NORTH FACE OF THE TWO STORY PORTION
 PU1947'OF THE NISLAND SCHOOL AT THE INTERSECTION OF SECOND AND POPLAR
 PU1947'STREETS, 0.3 M (1.0 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 PU1947'AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1403 ***********************************************************************
 PU1403  DESIGNATION -  P 361 RESET
 PU1403  PID         -  PU1403
 PU1403  STATE/COUNTY-  SD/MEADE
 PU1403  COUNTRY     -  US
 PU1403  USGS QUAD   -  BLACKHAWK (2017)
 PU1403
 PU1403                         *CURRENT SURVEY CONTROL
 PU1403  ______________________________________________________________________
 PU1403* NAD 83(1986) POSITION- 44 10 39.     (N) 103 19 19.     (W)   SCALED
 PU1403* NAVD 88 ORTHO HEIGHT -  1106.188 (meters)     3629.22  (feet) ADJUSTED
 PU1403  ______________________________________________________________________
 PU1403  GEOID HEIGHT    -        -15.445 (meters)                     GEOID18
 PU1403  DYNAMIC HEIGHT  -       1105.813 (meters)     3627.99  (feet) COMP
 PU1403  MODELED GRAVITY -    980,240.5   (mgal)                       NAVD 88
 PU1403
 PU1403  VERT ORDER      -  FIRST     CLASS II
 PU1403
 PU1403.The horizontal coordinates were scaled from a map and have
 PU1403.an estimated accuracy of +/- 6 seconds.
 PU1403
 PU1403.The orthometric height was determined by differential leveling and
 PU1403.adjusted by the NATIONAL GEODETIC SURVEY
 PU1403.in September 1993.
 PU1403
 PU1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1403.GEOID18 height accuracy estimate available here.
 PU1403
 PU1403.Click photographs - Photos may exist for this station.
 PU1403
 PU1403.The dynamic height is computed by dividing the NAVD 88
 PU1403.geopotential number by the normal gravity value computed on the
 PU1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1403.degrees latitude (g = 980.6199 gals.).
 PU1403
 PU1403.The modeled gravity was interpolated from observed gravity values.
 PU1403
 PU1403;                    North         East    Units  Estimated Accuracy
 PU1403;SPC SD N     -    43,700.      334,420.      MT  (+/- 180 meters Scaled)
 PU1403
 PU1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ341929(NAD 83)
 PU1403
 PU1403                          SUPERSEDED SURVEY CONTROL
 PU1403
 PU1403.No superseded survey control is available for this station.
 PU1403
 PU1403_MARKER: DB = BENCH MARK DISK
 PU1403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU1403_SP_SET: FOOTING
 PU1403_STAMPING: P 361 RESET 1972
 PU1403_MARK LOGO: CGS
 PU1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1403+STABILITY: SURFACE MOTION
 PU1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1403+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU1403
 PU1403  HISTORY     - Date     Condition        Report By
 PU1403  HISTORY     - 1972     MONUMENTED       NGS
 PU1403  HISTORY     - 19910813 GOOD             NGS
 PU1403  HISTORY     - 20120330 MARK NOT FOUND   INDIV
 PU1403
 PU1403                          STATION DESCRIPTION
 PU1403
 PU1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU1403'8.8 MI NW FROM RAPID CITY.
 PU1403'ABOUT 8.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTHWESTERN
 PU1403'RAILWAY FROM THE STATION AT RAPID CITY, 252 FEET SOUTHWEST OF THE
 PU1403'SOUTHWEST RAIL, 0.35 MILE SOUTHEAST OF MILE POST 50, 67 FEET
 PU1403'SOUTHWEST OF THE CENTER LINE OF THE SOUTH-BOUND LANE OF INTERSTATE
 PU1403'HIGHWAY 90, AT A LARGE SIGN EXIT 51 BUSINESS LOOP 90 79 BLACKHAWK
 PU1403'ROAD 1 MILE, SET IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 PU1403'ABOVE SIGN AND ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PU1403
 PU1403                          STATION RECOVERY (1991)
 PU1403
 PU1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1403'8.5 KM (5.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1403'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN A CONCRETE
 PU1403'FOOTING FOR THE NORTHEAST LEG FOR A HIGHWAY INFORMATION SIGN, 20.8 M
 PU1403'(68.2 FT) NORTH OF THE CENTER OF 3 BRACED FENCE POSTS, 20.5 M (67.3
 PU1403'FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU1403'HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M
 PU1403'(0.7 FT) SOUTHEAST OF THE LEG.
 PU1403
 PU1403                          STATION RECOVERY (2012)
 PU1403
 PU1403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1518 ***********************************************************************
 PU1518  DESIGNATION -  P 362
 PU1518  PID         -  PU1518
 PU1518  STATE/COUNTY-  SD/PENNINGTON
 PU1518  COUNTRY     -  US
 PU1518  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1518
 PU1518                         *CURRENT SURVEY CONTROL
 PU1518  ______________________________________________________________________
 PU1518* NAD 83(1986) POSITION- 44 05 48.     (N) 103 10 09.     (W)   SCALED
 PU1518* NAVD 88 ORTHO HEIGHT -   972.682 (meters)     3191.21  (feet) ADJUSTED
 PU1518  ______________________________________________________________________
 PU1518  GEOID HEIGHT    -        -16.191 (meters)                     GEOID18
 PU1518  DYNAMIC HEIGHT  -        972.361 (meters)     3190.15  (feet) COMP
 PU1518  MODELED GRAVITY -    980,254.5   (mgal)                       NAVD 88
 PU1518
 PU1518  VERT ORDER      -  FIRST     CLASS II
 PU1518
 PU1518.The horizontal coordinates were scaled from a map and have
 PU1518.an estimated accuracy of +/- 6 seconds.
 PU1518
 PU1518.The orthometric height was determined by differential leveling and
 PU1518.adjusted by the NATIONAL GEODETIC SURVEY
 PU1518.in June 1991.
 PU1518
 PU1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1518.GEOID18 height accuracy estimate available here.
 PU1518
 PU1518.Click photographs - Photos may exist for this station.
 PU1518
 PU1518.The dynamic height is computed by dividing the NAVD 88
 PU1518.geopotential number by the normal gravity value computed on the
 PU1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1518.degrees latitude (g = 980.6199 gals.).
 PU1518
 PU1518.The modeled gravity was interpolated from observed gravity values.
 PU1518
 PU1518;                    North         East    Units  Estimated Accuracy
 PU1518;SPC SD S     -   199,770.      372,980.      MT  (+/- 180 meters Scaled)
 PU1518
 PU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ465842(NAD 83)
 PU1518
 PU1518                          SUPERSEDED SURVEY CONTROL
 PU1518
 PU1518  NGVD 29 (??/??/92)  972.206  (m)         3189.65   (f) ADJ UNCH    1 2
 PU1518
 PU1518.Superseded values are not recommended for survey control.
 PU1518
 PU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1518.See file dsdata.pdf to determine how the superseded data were derived.
 PU1518
 PU1518_MARKER: DB = BENCH MARK DISK
 PU1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1518_STAMPING: P 362 1962
 PU1518_MARK LOGO: CGS
 PU1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1518+STABILITY: SURFACE MOTION
 PU1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1518+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2011
 PU1518
 PU1518  HISTORY     - Date     Condition        Report By
 PU1518  HISTORY     - 1962     MONUMENTED       CGS
 PU1518  HISTORY     - 19981127 GOOD             USPSQD
 PU1518  HISTORY     - 20110328 GOOD             INDIV
 PU1518
 PU1518                          STATION DESCRIPTION
 PU1518
 PU1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1518'3.2 MI NE FROM RAPID CITY.
 PU1518'ABOUT 3.25 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1518'RAILWAY FROM THE STATION AT RAPID CITY, SOUTH OF AND ACROSS
 PU1518'THE RAILROAD FROM THE STARLITE DRIVE-IN THEATER, 103 FEET
 PU1518'SOUTHEAST OF THE CENTER OF A PRIVATE DIRT ROAD CROSSING, 63 1/2
 PU1518'FEET SOUTHWEST OF THE 3RD TELEPHONE POLE WEST OF MILE POST 646,
 PU1518'80 FEET SOUTH OF THE SOUTH RAIL, 40 1/2 FEET NORTHEAST OF
 PU1518'TELEPHONE POLE NUMBER 6520, 24 FEET SOUTHWEST OF THE CENTER
 PU1518'LINE OF A TRACK ROAD, 2 FEET NORTH OF A FENCE, 1.8 FEET EAST
 PU1518'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 PU1518'THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PU1518'INCHES.
 PU1518
 PU1518                          STATION RECOVERY (1998)
 PU1518
 PU1518'RECOVERY NOTE BY US POWER SQUADRON 1998
 PU1518'RECOVERED IN GOOD CONDITION.
 PU1518
 PU1518                          STATION RECOVERY (2011)
 PU1518
 PU1518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0023 ***********************************************************************
 OT0023  DESIGNATION -  P 364
 OT0023  PID         -  OT0023
 OT0023  STATE/COUNTY-  SD/PENNINGTON
 OT0023  COUNTRY     -  US
 OT0023  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0023
 OT0023                         *CURRENT SURVEY CONTROL
 OT0023  ______________________________________________________________________
 OT0023* NAD 83(1986) POSITION- 43 42 57.     (N) 102 20 12.     (W)   SCALED
 OT0023* NAVD 88 ORTHO HEIGHT -   786.760 (meters)     2581.23  (feet) ADJUSTED
 OT0023  ______________________________________________________________________
 OT0023  GEOID HEIGHT    -        -18.820 (meters)                     GEOID18
 OT0023  DYNAMIC HEIGHT  -        786.500 (meters)     2580.38  (feet) COMP
 OT0023  MODELED GRAVITY -    980,262.6   (mgal)                       NAVD 88
 OT0023
 OT0023  VERT ORDER      -  FIRST     CLASS II
 OT0023
 OT0023.The horizontal coordinates were scaled from a map and have
 OT0023.an estimated accuracy of +/- 6 seconds.
 OT0023
 OT0023.The orthometric height was determined by differential leveling and
 OT0023.adjusted by the NATIONAL GEODETIC SURVEY
 OT0023.in June 1991.
 OT0023
 OT0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0023.GEOID18 height accuracy estimate available here.
 OT0023
 OT0023.Click photographs - Photos may exist for this station.
 OT0023
 OT0023.The dynamic height is computed by dividing the NAVD 88
 OT0023.geopotential number by the normal gravity value computed on the
 OT0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0023.degrees latitude (g = 980.6199 gals.).
 OT0023
 OT0023.The modeled gravity was interpolated from observed gravity values.
 OT0023
 OT0023;                    North         East    Units  Estimated Accuracy
 OT0023;SPC SD S     -   155,530.      438,590.      MT  (+/- 180 meters Scaled)
 OT0023
 OT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ145437(NAD 83)
 OT0023
 OT0023                          SUPERSEDED SURVEY CONTROL
 OT0023
 OT0023  NGVD 29 (??/??/92)  786.295  (m)         2579.70   (f) ADJ UNCH    1 2
 OT0023
 OT0023.Superseded values are not recommended for survey control.
 OT0023
 OT0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0023.See file dsdata.pdf to determine how the superseded data were derived.
 OT0023
 OT0023_MARKER: DB = BENCH MARK DISK
 OT0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0023_STAMPING: P 364 1962
 OT0023_MARK LOGO: CGS
 OT0023_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0023+STABILITY: SURFACE MOTION
 OT0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0023+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0023
 OT0023  HISTORY     - Date     Condition        Report By
 OT0023  HISTORY     - 1962     MONUMENTED       CGS
 OT0023  HISTORY     - 1963     GOOD             CGS
 OT0023  HISTORY     - 1985     GOOD             NGS
 OT0023  HISTORY     - 20120724 GOOD             INDIV
 OT0023
 OT0023                          STATION DESCRIPTION
 OT0023
 OT0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0023'12.3 MI SE FROM SCENIC.
 OT0023'ABOUT 12.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0023'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0023'SECTION 9, T 4 S, R 15 E, 0.1 MILE NORTHWEST OF AND ACROSS STATE
 OT0023'HIGHWAY 40, 2 POLES WEST OF WEST END OF TRESTLE W 242, 91 1/2 FEET
 OT0023'NORTH OF THE CENTER LINE OF THE HIGHWAY, 38 1/2 FEET SOUTH OF
 OT0023'SOUTH RAIL, 17 FEET EAST OF THE 3RD POLE EAST OF MILE POST 606, 3.0
 OT0023'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 OT0023'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OT0023'PROJECTING 7 INCHES.
 OT0023
 OT0023                          STATION RECOVERY (1963)
 OT0023
 OT0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OT0023'RECOVERED IN GOOD CONDITION.
 OT0023
 OT0023                          STATION RECOVERY (1985)
 OT0023
 OT0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0023'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0023'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0023'THENCE 20.7 KM (12.95 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.12 KM
 OT0023'(0.05 MI) WEST OF MILEPOST 100.14, 40.5 METERS (133 FT) NORTH OF THE
 OT0023'HIGHWAY CENTERLINE, 95.7 METERS (314 FT) WEST OF THE SOUTHWEST CORNER
 OT0023'OF A WOODEN BRIDGE FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OT0023'RAILROAD, 11.7 METERS (38.5 FT) SOUTH OF THE SOUTH RAIL AND 0.9 METER
 OT0023'(3 FT) BELOW THE TRACKS.
 OT0023'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0023'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 OT0023
 OT0023                          STATION RECOVERY (2012)
 OT0023
 OT0023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0461 ***********************************************************************
 OS0461  DESIGNATION -  P 365
 OS0461  PID         -  OS0461
 OS0461  STATE/COUNTY-  SD/JACKSON
 OS0461  COUNTRY     -  US
 OS0461  USGS QUAD   -  COTTONWOOD SE (2017)
 OS0461
 OS0461                         *CURRENT SURVEY CONTROL
 OS0461  ______________________________________________________________________
 OS0461* NAD 83(1986) POSITION- 43 45 29.     (N) 101 45 35.     (W)   SCALED
 OS0461* NAVD 88 ORTHO HEIGHT -   712.189 (meters)     2336.57  (feet) ADJUSTED
 OS0461  ______________________________________________________________________
 OS0461  GEOID HEIGHT    -        -20.634 (meters)                     GEOID18
 OS0461  DYNAMIC HEIGHT  -        711.965 (meters)     2335.84  (feet) COMP
 OS0461  MODELED GRAVITY -    980,280.7   (mgal)                       NAVD 88
 OS0461
 OS0461  VERT ORDER      -  FIRST     CLASS II
 OS0461
 OS0461.The horizontal coordinates were scaled from a map and have
 OS0461.an estimated accuracy of +/- 6 seconds.
 OS0461
 OS0461.The orthometric height was determined by differential leveling and
 OS0461.adjusted by the NATIONAL GEODETIC SURVEY
 OS0461.in June 1991.
 OS0461
 OS0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0461.GEOID18 height accuracy estimate available here.
 OS0461
 OS0461.Click photographs - Photos may exist for this station.
 OS0461
 OS0461.The dynamic height is computed by dividing the NAVD 88
 OS0461.geopotential number by the normal gravity value computed on the
 OS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0461.degrees latitude (g = 980.6199 gals.).
 OS0461
 OS0461.The modeled gravity was interpolated from observed gravity values.
 OS0461
 OS0461;                    North         East    Units  Estimated Accuracy
 OS0461;SPC SD S     -   159,260.      485,150.      MT  (+/- 180 meters Scaled)
 OS0461
 OS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP778487(NAD 83)
 OS0461
 OS0461                          SUPERSEDED SURVEY CONTROL
 OS0461
 OS0461  NGVD 29 (??/??/92)  711.746  (m)         2335.12   (f) ADJ UNCH    1 2
 OS0461
 OS0461.Superseded values are not recommended for survey control.
 OS0461
 OS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0461.See file dsdata.pdf to determine how the superseded data were derived.
 OS0461
 OS0461_MARKER: DB = BENCH MARK DISK
 OS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0461_STAMPING: P 365 1962
 OS0461_MARK LOGO: CGS
 OS0461_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0461+STABILITY: SURFACE MOTION
 OS0461
 OS0461  HISTORY     - Date     Condition        Report By
 OS0461  HISTORY     - 1962     MONUMENTED       CGS
 OS0461
 OS0461                          STATION DESCRIPTION
 OS0461
 OS0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0461'12.2 MI E FROM INTERIOR.
 OS0461'ABOUT 12.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0461'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 30,
 OS0461'T 3 S, R 20 E, OR 14.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE,
 OS0461'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, AT THE
 OS0461'SOUTHWEST END OF A LONG FILL, ABOUT 400 FEET SOUTHEAST OF AND
 OS0461'ACROSS THE TRACKS FROM TWO SMALL SHARP HILLS, 88 FEET NORTHEAST
 OS0461'OF MILE POST 576, IN LINE WITH A ROW OF TELEPHONE POLES, 39 FEET
 OS0461'SOUTHEAST OF THE SOUTHEAST RAIL, 2.0 FEET NORTH OF A METAL
 OS0461'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 OS0461'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0332 ***********************************************************************
 PU0332  DESIGNATION -  P 366
 PU0332  PID         -  PU0332
 PU0332  STATE/COUNTY-  SD/PENNINGTON
 PU0332  COUNTRY     -  US
 PU0332  USGS QUAD   -  WASTA SE (2017)
 PU0332
 PU0332                         *CURRENT SURVEY CONTROL
 PU0332  ______________________________________________________________________
 PU0332* NAD 83(1986) POSITION- 44 00 47.     (N) 102 19 12.     (W)   SCALED
 PU0332* NAVD 88 ORTHO HEIGHT -   774.442 (meters)     2540.82  (feet) ADJUSTED
 PU0332  ______________________________________________________________________
 PU0332  GEOID HEIGHT    -        -18.772 (meters)                     GEOID18
 PU0332  DYNAMIC HEIGHT  -        774.204 (meters)     2540.03  (feet) COMP
 PU0332  MODELED GRAVITY -    980,285.7   (mgal)                       NAVD 88
 PU0332
 PU0332  VERT ORDER      -  SECOND    CLASS 0
 PU0332
 PU0332.The horizontal coordinates were scaled from a map and have
 PU0332.an estimated accuracy of +/- 6 seconds.
 PU0332
 PU0332.The orthometric height was determined by differential leveling and
 PU0332.adjusted by the NATIONAL GEODETIC SURVEY
 PU0332.in June 1991.
 PU0332
 PU0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0332.GEOID18 height accuracy estimate available here.
 PU0332
 PU0332.Click photographs - Photos may exist for this station.
 PU0332
 PU0332.The dynamic height is computed by dividing the NAVD 88
 PU0332.geopotential number by the normal gravity value computed on the
 PU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0332.degrees latitude (g = 980.6199 gals.).
 PU0332
 PU0332.The modeled gravity was interpolated from observed gravity values.
 PU0332
 PU0332;                    North         East    Units  Estimated Accuracy
 PU0332;SPC SD S     -   188,510.      440,720.      MT  (+/- 180 meters Scaled)
 PU0332
 PU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ148768(NAD 83)
 PU0332
 PU0332                          SUPERSEDED SURVEY CONTROL
 PU0332
 PU0332  NGVD 29 (??/??/92)  773.988  (m)         2539.33   (f) ADJ UNCH    2 0
 PU0332
 PU0332.Superseded values are not recommended for survey control.
 PU0332
 PU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0332.See file dsdata.pdf to determine how the superseded data were derived.
 PU0332
 PU0332_MARKER: DB = BENCH MARK DISK
 PU0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0332_STAMPING: P 366 1962
 PU0332_MARK LOGO: CGS
 PU0332_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0332+STABILITY: SURFACE MOTION
 PU0332
 PU0332  HISTORY     - Date     Condition        Report By
 PU0332  HISTORY     - 1962     MONUMENTED       CGS
 PU0332
 PU0332                          STATION DESCRIPTION
 PU0332
 PU0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0332'5 MI W FROM WALL.
 PU0332'ABOUT 5.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0332'FROM THE STATION AT WALL, 175 1/2 FEET NORTH WEST OF AND ACROSS
 PU0332'THE TRACK FROM MILEPOST 596, 2 POLES EAST OF A LARGE LONE
 PU0332'COTTONWOOD TREE, ON THE NORTH SIDE OF THE TRACK, 99 FEET NORTH
 PU0332'OF THE NORTH RAIL, 2.6 FEET NORTH OF A FENCE, 2.7 FEET EAST
 PU0332'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE RAILS,
 PU0332'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0409 ***********************************************************************
 PU0409  DESIGNATION -  P 367
 PU0409  PID         -  PU0409
 PU0409  STATE/COUNTY-  SD/PENNINGTON
 PU0409  COUNTRY     -  US
 PU0409  USGS QUAD   -  LAKE HILL (2017)
 PU0409
 PU0409                         *CURRENT SURVEY CONTROL
 PU0409  ______________________________________________________________________
 PU0409* NAD 83(1986) POSITION- 44 05 44.     (N) 102 10 02.     (W)   SCALED
 PU0409* NAVD 88 ORTHO HEIGHT -   875.993 (meters)     2873.99  (feet) ADJUSTED
 PU0409  ______________________________________________________________________
 PU0409  GEOID HEIGHT    -        -19.246 (meters)                     GEOID18
 PU0409  DYNAMIC HEIGHT  -        875.734 (meters)     2873.14  (feet) COMP
 PU0409  MODELED GRAVITY -    980,293.4   (mgal)                       NAVD 88
 PU0409
 PU0409  VERT ORDER      -  SECOND    CLASS 0
 PU0409
 PU0409.The horizontal coordinates were scaled from a map and have
 PU0409.an estimated accuracy of +/- 6 seconds.
 PU0409
 PU0409.The orthometric height was determined by differential leveling and
 PU0409.adjusted by the NATIONAL GEODETIC SURVEY
 PU0409.in June 1991.
 PU0409
 PU0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0409.GEOID18 height accuracy estimate available here.
 PU0409
 PU0409.Click photographs - Photos may exist for this station.
 PU0409
 PU0409.The dynamic height is computed by dividing the NAVD 88
 PU0409.geopotential number by the normal gravity value computed on the
 PU0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0409.degrees latitude (g = 980.6199 gals.).
 PU0409
 PU0409.The modeled gravity was interpolated from observed gravity values.
 PU0409
 PU0409;                    North         East    Units  Estimated Accuracy
 PU0409;SPC SD S     -   197,390.      453,170.      MT  (+/- 180 meters Scaled)
 PU0409
 PU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ267863(NAD 83)
 PU0409
 PU0409                          SUPERSEDED SURVEY CONTROL
 PU0409
 PU0409  NGVD 29 (??/??/92)  875.538  (m)         2872.49   (f) ADJ UNCH    2 0
 PU0409
 PU0409.Superseded values are not recommended for survey control.
 PU0409
 PU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0409.See file dsdata.pdf to determine how the superseded data were derived.
 PU0409
 PU0409_MARKER: DB = BENCH MARK DISK
 PU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0409_STAMPING: P 367 1962
 PU0409_MARK LOGO: CGS
 PU0409_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0409+STABILITY: SURFACE MOTION
 PU0409
 PU0409  HISTORY     - Date     Condition        Report By
 PU0409  HISTORY     - 1962     MONUMENTED       CGS
 PU0409
 PU0409                          STATION DESCRIPTION
 PU0409
 PU0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0409'10.6 MI NE FROM WALL.
 PU0409'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0409'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 1.0
 PU0409'MILE NORTH ALONG A GRAVELED ROAD, 121 FEET EAST-SOUTHEAST OF THE
 PU0409'CENTER OF A ROAD INTERSECTION, 119 FEET EAST OF THE CENTER LINE
 PU0409'OF A GRAVELED ROAD, 25 FEET SOUTH OF THE CENTER LINE OF A DIRT
 PU0409'ROAD, 2.7 FEET NORTH OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL
 PU0409'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU0409'CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1727 ***********************************************************************
 PU1727  DESIGNATION -  P 368
 PU1727  PID         -  PU1727
 PU1727  STATE/COUNTY-  SD/LAWRENCE
 PU1727  COUNTRY     -  US
 PU1727  USGS QUAD   -  JOLLY (2017)
 PU1727
 PU1727                         *CURRENT SURVEY CONTROL
 PU1727  ______________________________________________________________________
 PU1727* NAD 83(1986) POSITION- 44 34 19.     (N) 103 45 03.     (W)   SCALED
 PU1727* NAVD 88 ORTHO HEIGHT -  1017.634 (meters)     3338.69  (feet) ADJUSTED
 PU1727  ______________________________________________________________________
 PU1727  GEOID HEIGHT    -        -15.192 (meters)                     GEOID18
 PU1727  DYNAMIC HEIGHT  -       1017.329 (meters)     3337.69  (feet) COMP
 PU1727  MODELED GRAVITY -    980,283.1   (mgal)                       NAVD 88
 PU1727
 PU1727  VERT ORDER      -  FIRST     CLASS II
 PU1727
 PU1727.The horizontal coordinates were scaled from a map and have
 PU1727.an estimated accuracy of +/- 6 seconds.
 PU1727
 PU1727.The orthometric height was determined by differential leveling and
 PU1727.adjusted by the NATIONAL GEODETIC SURVEY
 PU1727.in June 1991.
 PU1727
 PU1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1727.GEOID18 height accuracy estimate available here.
 PU1727
 PU1727.Click photographs - Photos may exist for this station.
 PU1727
 PU1727.The dynamic height is computed by dividing the NAVD 88
 PU1727.geopotential number by the normal gravity value computed on the
 PU1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1727.degrees latitude (g = 980.6199 gals.).
 PU1727
 PU1727.The modeled gravity was interpolated from observed gravity values.
 PU1727
 PU1727;                    North         East    Units  Estimated Accuracy
 PU1727;SPC SD N     -    88,980.      302,180.      MT  (+/- 180 meters Scaled)
 PU1727
 PU1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK991361(NAD 83)
 PU1727
 PU1727                          SUPERSEDED SURVEY CONTROL
 PU1727
 PU1727  NGVD 29 (??/??/92) 1017.128  (m)         3337.03   (f) ADJ UNCH    1 2
 PU1727
 PU1727.Superseded values are not recommended for survey control.
 PU1727
 PU1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1727.See file dsdata.pdf to determine how the superseded data were derived.
 PU1727
 PU1727_MARKER: DB = BENCH MARK DISK
 PU1727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1727_STAMPING: P 368 1962
 PU1727_MARK LOGO: CGS
 PU1727_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1727_ROD/PIPE-DEPTH: 4.9 meters
 PU1727
 PU1727  HISTORY     - Date     Condition        Report By
 PU1727  HISTORY     - 1962     MONUMENTED       CGS
 PU1727
 PU1727                          STATION DESCRIPTION
 PU1727
 PU1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1727'2.2 MI NW FROM ST ONGE.
 PU1727'ABOUT 2.25 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1727'RAILWAY FROM THE POST OFFICE AT ST. ONGE, AT A PRIVATE ROAD
 PU1727'CROSSING IN SECTION 16, T 7 N, R 3 E, 2 POLES SOUTHEAST OF
 PU1727'MILE POST 145, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 73 FEET
 PU1727'WEST OF THE CENTER OF THE ROAD CROSSING, 14 FEET NORTHWEST OF
 PU1727'THE CENTER LINE OF A PRIVATE ROAD, 60 FEET NORTHEAST OF A POWER
 PU1727'POLE, 4 FEET NORTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL
 PU1727'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, AND ON
 PU1727'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF
 PU1727'16 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1824 ***********************************************************************
 PU1824  DESIGNATION -  P 369
 PU1824  PID         -  PU1824
 PU1824  STATE/COUNTY-  SD/BUTTE
 PU1824  COUNTRY     -  US
 PU1824  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1824
 PU1824                         *CURRENT SURVEY CONTROL
 PU1824  ______________________________________________________________________
 PU1824* NAD 83(1986) POSITION- 44 54 24.     (N) 103 53 34.     (W)   SCALED
 PU1824* NAVD 88 ORTHO HEIGHT -   997.460 (meters)     3272.50  (feet) ADJUSTED
 PU1824  ______________________________________________________________________
 PU1824  GEOID HEIGHT    -        -15.704 (meters)                     GEOID18
 PU1824  DYNAMIC HEIGHT  -        997.198 (meters)     3271.64  (feet) COMP
 PU1824  MODELED GRAVITY -    980,320.1   (mgal)                       NAVD 88
 PU1824
 PU1824  VERT ORDER      -  SECOND    CLASS 0
 PU1824
 PU1824.The horizontal coordinates were scaled from a map and have
 PU1824.an estimated accuracy of +/- 6 seconds.
 PU1824
 PU1824.The orthometric height was determined by differential leveling and
 PU1824.adjusted by the NATIONAL GEODETIC SURVEY
 PU1824.in June 1991.
 PU1824
 PU1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1824.GEOID18 height accuracy estimate available here.
 PU1824
 PU1824.Click photographs - Photos may exist for this station.
 PU1824
 PU1824.The dynamic height is computed by dividing the NAVD 88
 PU1824.geopotential number by the normal gravity value computed on the
 PU1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1824.degrees latitude (g = 980.6199 gals.).
 PU1824
 PU1824.The modeled gravity was interpolated from observed gravity values.
 PU1824
 PU1824;                    North         East    Units  Estimated Accuracy
 PU1824;SPC SD N     -   126,660.      292,710.      MT  (+/- 180 meters Scaled)
 PU1824
 PU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK874731(NAD 83)
 PU1824
 PU1824                          SUPERSEDED SURVEY CONTROL
 PU1824
 PU1824  NGVD 29 (??/??/92)  996.976  (m)         3270.91   (f) ADJ UNCH    2 0
 PU1824
 PU1824.Superseded values are not recommended for survey control.
 PU1824
 PU1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1824.See file dsdata.pdf to determine how the superseded data were derived.
 PU1824
 PU1824_MARKER: DB = BENCH MARK DISK
 PU1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1824_STAMPING: P 369 1962
 PU1824_MARK LOGO: CGS
 PU1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1824+STABILITY: SURFACE MOTION
 PU1824
 PU1824  HISTORY     - Date     Condition        Report By
 PU1824  HISTORY     - 1962     MONUMENTED       CGS
 PU1824
 PU1824                          STATION DESCRIPTION
 PU1824
 PU1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1824'17.9 MI NW FROM BELLE FOURCHE.
 PU1824'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1824'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 6.2
 PU1824'MILES NORTHWEST ALONG A GRAVELED ROAD ON THE OUTSIDE OF A
 PU1824'CURVE, IN SECTION 18, T 11 N, R 2 E, 74 FEET NORTHEAST OF THE
 PU1824'CENTER LINE OF THE ROAD, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 PU1824'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 PU1824'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0222 ***********************************************************************
 OS0222  DESIGNATION -  P 37
 OS0222  PID         -  OS0222
 OS0222  STATE/COUNTY-  SD/MELLETTE
 OS0222  COUNTRY     -  US
 OS0222  USGS QUAD   -  WESTOVER (2017)
 OS0222
 OS0222                         *CURRENT SURVEY CONTROL
 OS0222  ______________________________________________________________________
 OS0222* NAD 83(1986) POSITION- 43 41 39.     (N) 100 37 46.     (W)   SCALED
 OS0222* NAVD 88 ORTHO HEIGHT -   552.101 (meters)     1811.35  (feet) ADJUSTED
 OS0222  ______________________________________________________________________
 OS0222  GEOID HEIGHT    -        -24.387 (meters)                     GEOID18
 OS0222  DYNAMIC HEIGHT  -        551.915 (meters)     1810.74  (feet) COMP
 OS0222  MODELED GRAVITY -    980,265.8   (mgal)                       NAVD 88
 OS0222
 OS0222  VERT ORDER      -  FIRST     CLASS II
 OS0222
 OS0222.The horizontal coordinates were scaled from a map and have
 OS0222.an estimated accuracy of +/- 6 seconds.
 OS0222
 OS0222.The orthometric height was determined by differential leveling and
 OS0222.adjusted by the NATIONAL GEODETIC SURVEY
 OS0222.in June 1991.
 OS0222
 OS0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0222.GEOID18 height accuracy estimate available here.
 OS0222
 OS0222.Click photographs - Photos may exist for this station.
 OS0222
 OS0222.The dynamic height is computed by dividing the NAVD 88
 OS0222.geopotential number by the normal gravity value computed on the
 OS0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0222.degrees latitude (g = 980.6199 gals.).
 OS0222
 OS0222.The modeled gravity was interpolated from observed gravity values.
 OS0222
 OS0222;                    North         East    Units  Estimated Accuracy
 OS0222;SPC SD S     -   151,220.      576,130.      MT  (+/- 180 meters Scaled)
 OS0222
 OS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP686391(NAD 83)
 OS0222
 OS0222                          SUPERSEDED SURVEY CONTROL
 OS0222
 OS0222  NGVD 29 (??/??/92)  551.668  (m)         1809.93   (f) ADJ UNCH    1 2
 OS0222
 OS0222.Superseded values are not recommended for survey control.
 OS0222
 OS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0222.See file dsdata.pdf to determine how the superseded data were derived.
 OS0222
 OS0222_MARKER: DB = BENCH MARK DISK
 OS0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0222_STAMPING: P 37 1933
 OS0222_MARK LOGO: CGS
 OS0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0222+STABILITY: SURFACE MOTION
 OS0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0222+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0222
 OS0222  HISTORY     - Date     Condition        Report By
 OS0222  HISTORY     - 1933     MONUMENTED       CGS
 OS0222  HISTORY     - 1948     GOOD             CGS
 OS0222  HISTORY     - 19920721 GOOD             NGS
 OS0222
 OS0222                          STATION DESCRIPTION
 OS0222
 OS0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OS0222'12.2 MI NE FROM WHITE RIVER.
 OS0222'12.25 MILES NORTHEAST ALONG U.S. HIGHWAY 83 FROM WHITE RIVER,
 OS0222'MELLETTE COUNTY, 4 MILES SOUTH OF THE BRIDGE OVER WHITE RIVER,
 OS0222'1 MILE NORTH OF AN OLD CHURCH, AT A FORD ACROSS LITTLE WHITE
 OS0222'RIVER, 14 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY AND 4 YARDS
 OS0222'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED P 37 1933 AND SET IN
 OS0222'THE TOP OF A CONCRETE POST.
 OS0222
 OS0222                          STATION RECOVERY (1992)
 OS0222
 OS0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0222'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0222'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0222'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0222'12.0 KM (7.45 MI) NORTHERLY ALONG A GRAVELED ROAD, 173.0 M (567.6 FT)
 OS0222'SOUTH OF A CATTLE GUARD, 19.7 M (64.6 FT) EAST OF A FENCE, 12.9 M
 OS0222'(42.3 FT) WEST OF THE CENTER OF THE ROAD, 8.2 M (26.9 FT) SOUTH OF
 OS0222'THE MOST SOUTHERLY 1 OF A ROW OF TREES, 0.6 M (2.0 FT) EAST OF A
 OS0222'WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 OS0222'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0249 ***********************************************************************
 OS0249  DESIGNATION -  P 370
 OS0249  PID         -  OS0249
 OS0249  STATE/COUNTY-  SD/JACKSON
 OS0249  COUNTRY     -  US
 OS0249  USGS QUAD   -  STAMFORD SW (2017)
 OS0249
 OS0249                         *CURRENT SURVEY CONTROL
 OS0249  ______________________________________________________________________
 OS0249* NAD 83(1986) POSITION- 43 51 43.     (N) 101 08 39.     (W)   SCALED
 OS0249* NAVD 88 ORTHO HEIGHT -   706.058 (meters)     2316.46  (feet) ADJUSTED
 OS0249  ______________________________________________________________________
 OS0249  GEOID HEIGHT    -        -22.983 (meters)                     GEOID18
 OS0249  DYNAMIC HEIGHT  -        705.828 (meters)     2315.70  (feet) COMP
 OS0249  MODELED GRAVITY -    980,270.1   (mgal)                       NAVD 88
 OS0249
 OS0249  VERT ORDER      -  FIRST     CLASS II
 OS0249
 OS0249.The horizontal coordinates were scaled from a map and have
 OS0249.an estimated accuracy of +/- 6 seconds.
 OS0249
 OS0249.The orthometric height was determined by differential leveling and
 OS0249.adjusted by the NATIONAL GEODETIC SURVEY
 OS0249.in June 1991.
 OS0249
 OS0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0249.GEOID18 height accuracy estimate available here.
 OS0249
 OS0249.Click photographs - Photos may exist for this station.
 OS0249
 OS0249.The dynamic height is computed by dividing the NAVD 88
 OS0249.geopotential number by the normal gravity value computed on the
 OS0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0249.degrees latitude (g = 980.6199 gals.).
 OS0249
 OS0249.The modeled gravity was interpolated from observed gravity values.
 OS0249
 OS0249;                    North         East    Units  Estimated Accuracy
 OS0249;SPC SD S     -   170,140.      534,820.      MT  (+/- 180 meters Scaled)
 OS0249
 OS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP276587(NAD 83)
 OS0249
 OS0249                          SUPERSEDED SURVEY CONTROL
 OS0249
 OS0249  NGVD 29 (??/??/92)  705.585  (m)         2314.91   (f) ADJ UNCH    1 2
 OS0249
 OS0249.Superseded values are not recommended for survey control.
 OS0249
 OS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0249.See file dsdata.pdf to determine how the superseded data were derived.
 OS0249
 OS0249_MARKER: DB = BENCH MARK DISK
 OS0249_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0249_STAMPING: P 370 1962
 OS0249_MARK LOGO: CGS
 OS0249_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0249_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0249_ROD/PIPE-DEPTH: 3.0 meters
 OS0249
 OS0249  HISTORY     - Date     Condition        Report By
 OS0249  HISTORY     - 1962     MONUMENTED       CGS
 OS0249
 OS0249                          STATION DESCRIPTION
 OS0249
 OS0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0249'7 MI E FROM BELVIDERE.
 OS0249'ABOUT 7.05 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0249'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0249'21, T 2 S, R 25 E, 9 POLES EAST OF MILE POST 542 AND AT A
 OS0249'ROAD CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL, 69 FEET
 OS0249'SOUTHEAST OF THE CENTER OF CROSSING, 67 FEET EAST OF THE CENTER
 OS0249'LINE OF THE ROAD, 30 FEET EAST OF A FENCE CORNER, 1 1/2 FEET
 OS0249'NORTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST,
 OS0249'ABOUT LEVEL WITH THE RAILS, AND ON THE TOP OF A 5/8-INCH
 OS0249'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET AND
 OS0249'IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0547 ***********************************************************************
 PT0547  DESIGNATION -  P 371
 PT0547  PID         -  PT0547
 PT0547  STATE/COUNTY-  SD/HAAKON
 PT0547  COUNTRY     -  US
 PT0547  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT0547
 PT0547                         *CURRENT SURVEY CONTROL
 PT0547  ______________________________________________________________________
 PT0547* NAD 83(1986) POSITION- 44 08 22.     (N) 101 40 01.     (W)   SCALED
 PT0547* NAVD 88 ORTHO HEIGHT -   725.231 (meters)     2379.36  (feet) ADJUSTED
 PT0547  ______________________________________________________________________
 PT0547  GEOID HEIGHT    -        -21.038 (meters)                     GEOID18
 PT0547  DYNAMIC HEIGHT  -        725.027 (meters)     2378.69  (feet) COMP
 PT0547  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 PT0547
 PT0547  VERT ORDER      -  FIRST     CLASS II
 PT0547
 PT0547.The horizontal coordinates were scaled from a map and have
 PT0547.an estimated accuracy of +/- 6 seconds.
 PT0547
 PT0547.The orthometric height was determined by differential leveling and
 PT0547.adjusted by the NATIONAL GEODETIC SURVEY
 PT0547.in June 1991.
 PT0547
 PT0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0547.GEOID18 height accuracy estimate available here.
 PT0547
 PT0547.Click photographs - Photos may exist for this station.
 PT0547
 PT0547.The dynamic height is computed by dividing the NAVD 88
 PT0547.geopotential number by the normal gravity value computed on the
 PT0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0547.degrees latitude (g = 980.6199 gals.).
 PT0547
 PT0547.The modeled gravity was interpolated from observed gravity values.
 PT0547
 PT0547;                    North         East    Units  Estimated Accuracy
 PT0547;SPC SD S     -   201,510.      493,300.      MT  (+/- 180 meters Scaled)
 PT0547
 PT0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP866908(NAD 83)
 PT0547
 PT0547                          SUPERSEDED SURVEY CONTROL
 PT0547
 PT0547  NGVD 29 (??/??/92)  724.776  (m)         2377.87   (f) ADJ UNCH    1 2
 PT0547
 PT0547.Superseded values are not recommended for survey control.
 PT0547
 PT0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0547.See file dsdata.pdf to determine how the superseded data were derived.
 PT0547
 PT0547_MARKER: DB = BENCH MARK DISK
 PT0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0547_STAMPING: P 371 1962
 PT0547_MARK LOGO: CGS
 PT0547_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0547+STABILITY: SURFACE MOTION
 PT0547
 PT0547  HISTORY     - Date     Condition        Report By
 PT0547  HISTORY     - 1962     MONUMENTED       CGS
 PT0547  HISTORY     - 1970     GOOD             NGS
 PT0547
 PT0547                          STATION DESCRIPTION
 PT0547
 PT0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0547'7 MI N FROM PHILIP.
 PT0547'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0547'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 168 FEET EAST OF
 PT0547'THE CENTERLINE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTERLINE
 PT0547'OF AN EAST-WEST ROAD, 1.6 FEET WEST OF A METAL WITNESS POST,
 PT0547'1 1/2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE EAST-WEST ROAD,
 PT0547'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 PT0547'NOTE-- THE MARK WILL NOT BE DISTURBED BY HIGHWAY IMPROVEMENTS.
 PT0547
 PT0547                          STATION RECOVERY (1970)
 PT0547
 PT0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0406 ***********************************************************************
 OS0406  DESIGNATION -  P 372 RESET
 OS0406  PID         -  OS0406
 OS0406  STATE/COUNTY-  SD/JACKSON
 OS0406  COUNTRY     -  US
 OS0406  USGS QUAD   -  KADOKA (2017)
 OS0406
 OS0406                         *CURRENT SURVEY CONTROL
 OS0406  ______________________________________________________________________
 OS0406* NAD 83(1986) POSITION- 43 50 09.     (N) 101 36 08.     (W)   SCALED
 OS0406* NAVD 88 ORTHO HEIGHT -   738.083 (meters)     2421.53  (feet) ADJUSTED
 OS0406  ______________________________________________________________________
 OS0406  GEOID HEIGHT    -        -21.266 (meters)                     GEOID18
 OS0406  DYNAMIC HEIGHT  -        737.849 (meters)     2420.76  (feet) COMP
 OS0406  MODELED GRAVITY -    980,277.3   (mgal)                       NAVD 88
 OS0406
 OS0406  VERT ORDER      -  FIRST     CLASS II
 OS0406
 OS0406.The horizontal coordinates were scaled from a map and have
 OS0406.an estimated accuracy of +/- 6 seconds.
 OS0406
 OS0406.The orthometric height was determined by differential leveling and
 OS0406.adjusted by the NATIONAL GEODETIC SURVEY
 OS0406.in September 1993.
 OS0406
 OS0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0406.GEOID18 height accuracy estimate available here.
 OS0406
 OS0406.Click photographs - Photos may exist for this station.
 OS0406
 OS0406.The dynamic height is computed by dividing the NAVD 88
 OS0406.geopotential number by the normal gravity value computed on the
 OS0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0406.degrees latitude (g = 980.6199 gals.).
 OS0406
 OS0406.The modeled gravity was interpolated from observed gravity values.
 OS0406
 OS0406;                    North         East    Units  Estimated Accuracy
 OS0406;SPC SD S     -   167,700.      497,960.      MT  (+/- 180 meters Scaled)
 OS0406
 OS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP907569(NAD 83)
 OS0406
 OS0406                          SUPERSEDED SURVEY CONTROL
 OS0406
 OS0406  NAVD 88 (06/15/91)  738.034  (m)         2421.37   (f) SUPERSEDED  1 2
 OS0406
 OS0406.Superseded values are not recommended for survey control.
 OS0406
 OS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0406.See file dsdata.pdf to determine how the superseded data were derived.
 OS0406
 OS0406_MARKER: DB = BENCH MARK DISK
 OS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0406_STAMPING: P 372 RESET 1966
 OS0406_MARK LOGO: CGS
 OS0406_PROJECTION: FLUSH
 OS0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0406+STABILITY: SURFACE MOTION
 OS0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0406+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0406
 OS0406  HISTORY     - Date     Condition        Report By
 OS0406  HISTORY     - 1966     MONUMENTED       CGS
 OS0406  HISTORY     - 1985     GOOD             NGS
 OS0406  HISTORY     - 19910713 GOOD             NGS
 OS0406  HISTORY     - 20130116 GOOD             INDIV
 OS0406
 OS0406                          STATION DESCRIPTION
 OS0406
 OS0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0406'5.2 MI W FROM KADOKA.
 OS0406'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0406'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 4.7
 OS0406'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0406'THENCE NORTH TO THE NORTH EDGE OF THE RIGHT-OF-WAY OF INTERSTATE
 OS0406'HIGHWAY 90, AT A INTERSECTION WITH A NORTH-SOUTH ROAD, AT THE NORTH
 OS0406'RIGHT-OF-WAY FENCE FOR THE WEST BOUND LANE OF INTERSTATE HIGHWAY
 OS0406'90, 95 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE, 80 FEET
 OS0406'EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 19.5 FEET EAST OF A T-FENCE
 OS0406'CORNER POST, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT SOUTH
 OS0406'OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A ROUND CONCRETE
 OS0406'POST WHICH PROJECTS 3 INCHES.
 OS0406
 OS0406                          STATION RECOVERY (1985)
 OS0406
 OS0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0406'THE MARK IS 4.5 M BELOW THE HIGHWAY.
 OS0406'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.2 KM (3.9
 OS0406'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0406'KADOKA, AT A OVERPASS BRIDGE OVER A COUNTY ROAD, 0.4 KM (0.25 MI) EAST
 OS0406'OF MILEPOST 146, 28.9 METERS (95 FT) NORTH OF THE WEST BOUND HIGHWAY
 OS0406'CENTERLINE, 24.4 METERS (80 FT) EAST OF THE CENTER OF THE ROAD, 23.6
 OS0406'METERS (77.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE WEST
 OS0406'BOUND OVERPASS BRIDGE, 5.9 METERS (19.5 FT) EAST OF A FENCE T JUNCTION
 OS0406'AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 OS0406'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0406
 OS0406                          STATION RECOVERY (1991)
 OS0406
 OS0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0406'6.3 KM (3.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0406'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.4 KM (0.25 MI)
 OS0406'EAST OF MILEPOST 146, 30.0 M (98.4 FT) NORTH OF THE CENTERLINE OF THE
 OS0406'WESTBOUND LANES OF THE HIGHWAY, 24.1 M (79.1 FT) EAST OF THE CENTER
 OS0406'OF A COUNTY ROAD, 23.8 M (78.1 FT) NORTH OF THE NORTHEAST CORNER OF
 OS0406'BRIDGE NUMBER 36-270-110, 6.1 M (20.0 FT) EAST OF A T-FENCE CORNER,
 OS0406'4.8 M (15.7 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST
 OS0406'OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF THE FENCE, AND THE
 OS0406'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0406
 OS0406                          STATION RECOVERY (2013)
 OS0406
 OS0406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0631 ***********************************************************************
 PT0631  DESIGNATION -  P 373
 PT0631  PID         -  PT0631
 PT0631  STATE/COUNTY-  SD/HAAKON
 PT0631  COUNTRY     -  US
 PT0631  USGS QUAD   -  BRIDGER (2017)
 PT0631
 PT0631                         *CURRENT SURVEY CONTROL
 PT0631  ______________________________________________________________________
 PT0631* NAD 83(1986) POSITION- 44 30 35.     (N) 101 59 25.     (W)   SCALED
 PT0631* NAVD 88 ORTHO HEIGHT -   648.228 (meters)     2126.73  (feet) ADJUSTED
 PT0631  ______________________________________________________________________
 PT0631  GEOID HEIGHT    -        -20.062 (meters)                     GEOID18
 PT0631  DYNAMIC HEIGHT  -        648.085 (meters)     2126.26  (feet) COMP
 PT0631  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PT0631
 PT0631  VERT ORDER      -  SECOND    CLASS 0
 PT0631
 PT0631.The horizontal coordinates were scaled from a map and have
 PT0631.an estimated accuracy of +/- 6 seconds.
 PT0631
 PT0631.The orthometric height was determined by differential leveling and
 PT0631.adjusted by the NATIONAL GEODETIC SURVEY
 PT0631.in June 1991.
 PT0631
 PT0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0631.GEOID18 height accuracy estimate available here.
 PT0631
 PT0631.Click photographs - Photos may exist for this station.
 PT0631
 PT0631.The dynamic height is computed by dividing the NAVD 88
 PT0631.geopotential number by the normal gravity value computed on the
 PT0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0631.degrees latitude (g = 980.6199 gals.).
 PT0631
 PT0631.The modeled gravity was interpolated from observed gravity values.
 PT0631
 PT0631;                    North         East    Units  Estimated Accuracy
 PT0631;SPC SD S     -   243,110.      468,250.      MT  (+/- 180 meters Scaled)
 PT0631
 PT0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ623328(NAD 83)
 PT0631
 PT0631                          SUPERSEDED SURVEY CONTROL
 PT0631
 PT0631  NGVD 29 (??/??/92)  647.788  (m)         2125.28   (f) ADJ UNCH    2 0
 PT0631
 PT0631.Superseded values are not recommended for survey control.
 PT0631
 PT0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0631.See file dsdata.pdf to determine how the superseded data were derived.
 PT0631
 PT0631_MARKER: DB = BENCH MARK DISK
 PT0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0631_STAMPING: P 373 1962
 PT0631_MARK LOGO: CGS
 PT0631_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0631_ROD/PIPE-DEPTH: 4.9 meters
 PT0631
 PT0631  HISTORY     - Date     Condition        Report By
 PT0631  HISTORY     - 1962     MONUMENTED       CGS
 PT0631
 PT0631                          STATION DESCRIPTION
 PT0631
 PT0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0631'9.6 MI SE FROM HOWES.
 PT0631'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 PT0631'AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 34
 PT0631'AND 73, THENCE 9.0 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH WAS
 PT0631'FORMERLY HIGHWAY 34 AND 73, 1.0 MILE SOUTHEAST OF THE BRIDGE
 PT0631'OVER THE CHEYENNE RIVER, 29 FEET WEST OF THE CENTERLINE OF THE
 PT0631'ROAD, 2 FEET EAST OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS
 PT0631'POST, ABOUT LEVEL WITH THE ROAD, CLAMPED ON A 5/8 INCH
 PT0631'COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET, AND
 PT0631'ENCASED IN A 6-INCH TILE PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0711 ***********************************************************************
 PT0711  DESIGNATION -  P 374
 PT0711  PID         -  PT0711
 PT0711  STATE/COUNTY-  SD/HAAKON
 PT0711  COUNTRY     -  US
 PT0711  USGS QUAD   -  POST RANCH (2017)
 PT0711
 PT0711                         *CURRENT SURVEY CONTROL
 PT0711  ______________________________________________________________________
 PT0711* NAD 83(1986) POSITION- 44 17 56.     (N) 101 55 40.     (W)   SCALED
 PT0711* NAVD 88 ORTHO HEIGHT -   782.214 (meters)     2566.31  (feet) ADJUSTED
 PT0711  ______________________________________________________________________
 PT0711  GEOID HEIGHT    -        -20.142 (meters)                     GEOID18
 PT0711  DYNAMIC HEIGHT  -        781.994 (meters)     2565.59  (feet) COMP
 PT0711  MODELED GRAVITY -    980,311.3   (mgal)                       NAVD 88
 PT0711
 PT0711  VERT ORDER      -  SECOND    CLASS 0
 PT0711
 PT0711.The horizontal coordinates were scaled from a map and have
 PT0711.an estimated accuracy of +/- 6 seconds.
 PT0711
 PT0711.The orthometric height was determined by differential leveling and
 PT0711.adjusted by the NATIONAL GEODETIC SURVEY
 PT0711.in June 1991.
 PT0711
 PT0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0711.GEOID18 height accuracy estimate available here.
 PT0711
 PT0711.Click photographs - Photos may exist for this station.
 PT0711
 PT0711.The dynamic height is computed by dividing the NAVD 88
 PT0711.geopotential number by the normal gravity value computed on the
 PT0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0711.degrees latitude (g = 980.6199 gals.).
 PT0711
 PT0711.The modeled gravity was interpolated from observed gravity values.
 PT0711
 PT0711;                    North         East    Units  Estimated Accuracy
 PT0711;SPC SD S     -   219,590.      472,770.      MT  (+/- 180 meters Scaled)
 PT0711
 PT0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ664092(NAD 83)
 PT0711
 PT0711                          SUPERSEDED SURVEY CONTROL
 PT0711
 PT0711  NGVD 29 (??/??/92)  781.748  (m)         2564.78   (f) ADJ UNCH    2 0
 PT0711
 PT0711.Superseded values are not recommended for survey control.
 PT0711
 PT0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0711.See file dsdata.pdf to determine how the superseded data were derived.
 PT0711
 PT0711_MARKER: DB = BENCH MARK DISK
 PT0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0711_STAMPING: P 374 1962
 PT0711_MARK LOGO: CGS
 PT0711_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0711+STABILITY: SURFACE MOTION
 PT0711
 PT0711  HISTORY     - Date     Condition        Report By
 PT0711  HISTORY     - 1962     MONUMENTED       CGS
 PT0711
 PT0711                          STATION DESCRIPTION
 PT0711
 PT0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0711'4.5 MI NW FROM HILLAND.
 PT0711'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0711'AND CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0711'ROAD, 1.2 MILES EAST OF THE CHURCH AND SCHOOL IN THE DOWLING
 PT0711'COMMUNITY, IN SECTION 15, T 4 N, R 18 E, 75 FEET NORTH OF THE
 PT0711'CENTER LINE OF THE ROAD, 33 FEET WEST OF THE CENTER LINE OF
 PT0711'A TRAIL ROAD LEADING NORTH, 40 FEET NORTH OF A FENCE CORNER,
 PT0711'2 1/2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS
 PT0711'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 PT0711'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0690 ***********************************************************************
 PT0690  DESIGNATION -  P 375
 PT0690  PID         -  PT0690
 PT0690  STATE/COUNTY-  SD/HAAKON
 PT0690  COUNTRY     -  US
 PT0690  USGS QUAD   -  POST RANCH (2017)
 PT0690
 PT0690                         *CURRENT SURVEY CONTROL
 PT0690  ______________________________________________________________________
 PT0690* NAD 83(1986) POSITION- 44 19 05.     (N) 101 56 51.     (W)   SCALED
 PT0690* NAVD 88 ORTHO HEIGHT -   764.735 (meters)     2508.97  (feet) ADJUSTED
 PT0690  ______________________________________________________________________
 PT0690  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 PT0690  DYNAMIC HEIGHT  -        764.521 (meters)     2508.27  (feet) COMP
 PT0690  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 PT0690
 PT0690  VERT ORDER      -  SECOND    CLASS 0
 PT0690
 PT0690.The horizontal coordinates were scaled from a map and have
 PT0690.an estimated accuracy of +/- 6 seconds.
 PT0690
 PT0690.The orthometric height was determined by differential leveling and
 PT0690.adjusted by the NATIONAL GEODETIC SURVEY
 PT0690.in June 1991.
 PT0690
 PT0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0690.GEOID18 height accuracy estimate available here.
 PT0690
 PT0690.Click photographs - Photos may exist for this station.
 PT0690
 PT0690.The dynamic height is computed by dividing the NAVD 88
 PT0690.geopotential number by the normal gravity value computed on the
 PT0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0690.degrees latitude (g = 980.6199 gals.).
 PT0690
 PT0690.The modeled gravity was interpolated from observed gravity values.
 PT0690
 PT0690;                    North         East    Units  Estimated Accuracy
 PT0690;SPC SD S     -   221,750.      471,240.      MT  (+/- 180 meters Scaled)
 PT0690
 PT0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ649114(NAD 83)
 PT0690
 PT0690                          SUPERSEDED SURVEY CONTROL
 PT0690
 PT0690  NGVD 29 (??/??/92)  764.268  (m)         2507.44   (f) ADJ UNCH    2 0
 PT0690
 PT0690.Superseded values are not recommended for survey control.
 PT0690
 PT0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0690.See file dsdata.pdf to determine how the superseded data were derived.
 PT0690
 PT0690_MARKER: DB = BENCH MARK DISK
 PT0690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0690+WITH SETTING: INFORMATION.
 PT0690_STAMPING: P 375 1962
 PT0690_MARK LOGO: CGS
 PT0690_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0690_ROD/PIPE-DEPTH: 2.4 meters
 PT0690
 PT0690  HISTORY     - Date     Condition        Report By
 PT0690  HISTORY     - 1962     MONUMENTED       CGS
 PT0690
 PT0690                          STATION DESCRIPTION
 PT0690
 PT0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0690'6.8 MI NW FROM HILLAND.
 PT0690'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0690'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0690'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3
 PT0690'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 10, T 4 N, R 18 E,
 PT0690'56 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF A
 PT0690'FENCE, 2 FEET NORTH OF A POWER POLE WHICH IS BRACED WITH 2 GUY
 PT0690'WIRES, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 PT0690'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 PT0690'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A
 PT0690'6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0049 ***********************************************************************
 PV0049  DESIGNATION -  P 376
 PV0049  PID         -  PV0049
 PV0049  STATE/COUNTY-  SD/LAWRENCE
 PV0049  COUNTRY     -  US
 PV0049  USGS QUAD   -  BEULAH (2017)
 PV0049
 PV0049                         *CURRENT SURVEY CONTROL
 PV0049  ______________________________________________________________________
 PV0049* NAD 83(1986) POSITION- 44 34 02.     (N) 104 00 04.     (W)   SCALED
 PV0049* NAVD 88 ORTHO HEIGHT -  1040.036 (meters)     3412.18  (feet) ADJUSTED
 PV0049  ______________________________________________________________________
 PV0049  GEOID HEIGHT    -        -14.670 (meters)                     GEOID18
 PV0049  DYNAMIC HEIGHT  -       1039.703 (meters)     3411.09  (feet) COMP
 PV0049  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 PV0049
 PV0049  VERT ORDER      -  SECOND    CLASS 0
 PV0049
 PV0049.The horizontal coordinates were scaled from a map and have
 PV0049.an estimated accuracy of +/- 6 seconds.
 PV0049
 PV0049.The orthometric height was determined by differential leveling and
 PV0049.adjusted by the NATIONAL GEODETIC SURVEY
 PV0049.in June 1991.
 PV0049
 PV0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0049.GEOID18 height accuracy estimate available here.
 PV0049
 PV0049.Click photographs - Photos may exist for this station.
 PV0049
 PV0049.The dynamic height is computed by dividing the NAVD 88
 PV0049.geopotential number by the normal gravity value computed on the
 PV0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0049.degrees latitude (g = 980.6199 gals.).
 PV0049
 PV0049.The modeled gravity was interpolated from observed gravity values.
 PV0049
 PV0049;                    North         East    Units  Estimated Accuracy
 PV0049;SPC SD N     -    89,400.      282,300.      MT  (+/- 180 meters Scaled)
 PV0049
 PV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK793353(NAD 83)
 PV0049
 PV0049                          SUPERSEDED SURVEY CONTROL
 PV0049
 PV0049  NGVD 29 (??/??/92) 1039.501  (m)         3410.43   (f) ADJ UNCH    2 0
 PV0049
 PV0049.Superseded values are not recommended for survey control.
 PV0049
 PV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0049.See file dsdata.pdf to determine how the superseded data were derived.
 PV0049
 PV0049_MARKER: DB = BENCH MARK DISK
 PV0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0049_STAMPING: P 376 1962
 PV0049_MARK LOGO: CGS
 PV0049_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0049+STABILITY: SURFACE MOTION
 PV0049
 PV0049  HISTORY     - Date     Condition        Report By
 PV0049  HISTORY     - 1962     MONUMENTED       CGS
 PV0049
 PV0049                          STATION DESCRIPTION
 PV0049
 PV0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0049'12.3 MI NW FROM SPEARFISH.
 PV0049'2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PV0049'SPEARFISH, THENCE 8.35 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 PV0049'1.9 MILE NORTH ALONG A GRAVEL ROAD, AT A FENCE CORNER, 37 FEET
 PV0049'EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 1.2 FEET WEST OF THE
 PV0049'FENCE CORNER, 1.6 FEET NORTH OF A WITNESS POST, 1 FOOT HIGHER
 PV0049'THAN THE ROAD, A CONCRETE POST PROJECTING ABOUT 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2014 ***********************************************************************
 PU2014  DESIGNATION -  P 377
 PU2014  PID         -  PU2014
 PU2014  STATE/COUNTY-  SD/BUTTE
 PU2014  COUNTRY     -  US
 PU2014  USGS QUAD   -  FRUITDALE (2017)
 PU2014
 PU2014                         *CURRENT SURVEY CONTROL
 PU2014  ______________________________________________________________________
 PU2014* NAD 83(1986) POSITION- 44 38 01.     (N) 103 41 18.     (W)   SCALED
 PU2014* NAVD 88 ORTHO HEIGHT -   921.550 (meters)     3023.45  (feet) ADJUSTED
 PU2014  ______________________________________________________________________
 PU2014  GEOID HEIGHT    -        -15.549 (meters)                     GEOID18
 PU2014  DYNAMIC HEIGHT  -        921.299 (meters)     3022.63  (feet) COMP
 PU2014  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 PU2014
 PU2014  VERT ORDER      -  SECOND    CLASS 0
 PU2014
 PU2014.The horizontal coordinates were scaled from a map and have
 PU2014.an estimated accuracy of +/- 6 seconds.
 PU2014
 PU2014.The orthometric height was determined by differential leveling and
 PU2014.adjusted by the NATIONAL GEODETIC SURVEY
 PU2014.in June 1991.
 PU2014
 PU2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2014.GEOID18 height accuracy estimate available here.
 PU2014
 PU2014.Click photographs - Photos may exist for this station.
 PU2014
 PU2014.The dynamic height is computed by dividing the NAVD 88
 PU2014.geopotential number by the normal gravity value computed on the
 PU2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2014.degrees latitude (g = 980.6199 gals.).
 PU2014
 PU2014.The modeled gravity was interpolated from observed gravity values.
 PU2014
 PU2014;                    North         East    Units  Estimated Accuracy
 PU2014;SPC SD N     -    95,590.      307,450.      MT  (+/- 180 meters Scaled)
 PU2014
 PU2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK040430(NAD 83)
 PU2014
 PU2014                          SUPERSEDED SURVEY CONTROL
 PU2014
 PU2014  NGVD 29 (??/??/92)  921.067  (m)         3021.87   (f) ADJ UNCH    2 0
 PU2014
 PU2014.Superseded values are not recommended for survey control.
 PU2014
 PU2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2014.See file dsdata.pdf to determine how the superseded data were derived.
 PU2014
 PU2014_MARKER: DB = BENCH MARK DISK
 PU2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2014_STAMPING: P 377 1962
 PU2014_MARK LOGO: CGS
 PU2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2014+STABILITY: SURFACE MOTION
 PU2014
 PU2014  HISTORY     - Date     Condition        Report By
 PU2014  HISTORY     - 1962     MONUMENTED       CGS
 PU2014
 PU2014                          STATION DESCRIPTION
 PU2014
 PU2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2014'3.3 MI S FROM FRUITDALE.
 PU2014'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2014'FRUITDALE, THENCE 0.65 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU2014'1.05 MILES SOUTH ALONG A GRAVELED ROAD, ON THE SOUTH SLOPE AND
 PU2014'NEAR THE TOP OF A SMALL RISE, 56 FEET NORTHEAST OF THE CENTER
 PU2014'OF THE JUNCTION OF A DIRT ROAD EAST, 43 FEET EAST OF THE CENTER
 PU2014'LINE OF THE ROAD, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD
 PU2014'EAST, 90 FEET NORTH OF A POWER POLE, 1.5 FEET SOUTHWEST OF A
 PU2014'FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 4 FEET HIGHER
 PU2014'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU2014'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0468 ***********************************************************************
 PU0468  DESIGNATION -  P 378
 PU0468  PID         -  PU0468
 PU0468  STATE/COUNTY-  SD/PENNINGTON
 PU0468  COUNTRY     -  US
 PU0468  USGS QUAD   -  CREIGHTON (2017)
 PU0468
 PU0468                         *CURRENT SURVEY CONTROL
 PU0468  ______________________________________________________________________
 PU0468* NAD 83(1986) POSITION- 44 21 14.     (N) 102 12 02.     (W)   SCALED
 PU0468* NAVD 88 ORTHO HEIGHT -   770.021 (meters)     2526.31  (feet) ADJUSTED
 PU0468  ______________________________________________________________________
 PU0468  GEOID HEIGHT    -        -19.408 (meters)                     GEOID18
 PU0468  DYNAMIC HEIGHT  -        769.813 (meters)     2525.63  (feet) COMP
 PU0468  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 PU0468
 PU0468  VERT ORDER      -  SECOND    CLASS 0
 PU0468
 PU0468.The horizontal coordinates were scaled from a map and have
 PU0468.an estimated accuracy of +/- 6 seconds.
 PU0468
 PU0468.The orthometric height was determined by differential leveling and
 PU0468.adjusted by the NATIONAL GEODETIC SURVEY
 PU0468.in June 1991.
 PU0468
 PU0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0468.GEOID18 height accuracy estimate available here.
 PU0468
 PU0468.Click photographs - Photos may exist for this station.
 PU0468
 PU0468.The dynamic height is computed by dividing the NAVD 88
 PU0468.geopotential number by the normal gravity value computed on the
 PU0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0468.degrees latitude (g = 980.6199 gals.).
 PU0468
 PU0468.The modeled gravity was interpolated from observed gravity values.
 PU0468
 PU0468;                    North         East    Units  Estimated Accuracy
 PU0468;SPC SD S     -   226,150.      451,140.      MT  (+/- 180 meters Scaled)
 PU0468
 PU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK231149(NAD 83)
 PU0468
 PU0468                          SUPERSEDED SURVEY CONTROL
 PU0468
 PU0468  NGVD 29 (??/??/92)  769.559  (m)         2524.79   (f) ADJ UNCH    2 0
 PU0468
 PU0468.Superseded values are not recommended for survey control.
 PU0468
 PU0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0468.See file dsdata.pdf to determine how the superseded data were derived.
 PU0468
 PU0468_MARKER: DB = BENCH MARK DISK
 PU0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0468_STAMPING: P 378 1962
 PU0468_MARK LOGO: CGS
 PU0468_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0468_ROD/PIPE-DEPTH: 5.8 meters
 PU0468
 PU0468  HISTORY     - Date     Condition        Report By
 PU0468  HISTORY     - 1962     MONUMENTED       CGS
 PU0468
 PU0468                          STATION DESCRIPTION
 PU0468
 PU0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0468'8.2 MI N FROM CREIGHTON.
 PU0468'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0468'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0468'GRAVELED ROAD, THENCE 5.2 MILES NORTH ALONG A GRAVELED ROAD,
 PU0468'1.1 MILES SOUTH OF THE HAMMANN SCHOOLHOUSE, 0.15 MILE SOUTH OF
 PU0468'THE CREST OF A HILL, 98 FEET SOUTH OF A POWER POLE, 36 FEET EAST
 PU0468'OF THE CENTER LINE OF THE ROAD, 2.6 FEET NORTHEAST OF A CORNER
 PU0468'FENCE POST, 2.0 FEET EAST OF A FENCE, 2.0 FEET EAST OF A METAL
 PU0468'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0468'ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO A
 PU0468'DEPTH OF 19 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PU0468'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0578 ***********************************************************************
 PU0578  DESIGNATION -  P 379
 PU0578  PID         -  PU0578
 PU0578  STATE/COUNTY-  SD/PENNINGTON
 PU0578  COUNTRY     -  US
 PU0578  USGS QUAD   -  HORSE TOOTH (2017)
 PU0578
 PU0578                         *CURRENT SURVEY CONTROL
 PU0578  ______________________________________________________________________
 PU0578* NAD 83(1986) POSITION- 44 10 56.     (N) 102 05 16.     (W)   SCALED
 PU0578* NAVD 88 ORTHO HEIGHT -   801.731 (meters)     2630.35  (feet) ADJUSTED
 PU0578  ______________________________________________________________________
 PU0578  GEOID HEIGHT    -        -19.580 (meters)                     GEOID18
 PU0578  DYNAMIC HEIGHT  -        801.501 (meters)     2629.59  (feet) COMP
 PU0578  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PU0578
 PU0578  VERT ORDER      -  SECOND    CLASS 0
 PU0578
 PU0578.The horizontal coordinates were scaled from a map and have
 PU0578.an estimated accuracy of +/- 6 seconds.
 PU0578
 PU0578.The orthometric height was determined by differential leveling and
 PU0578.adjusted by the NATIONAL GEODETIC SURVEY
 PU0578.in June 1991.
 PU0578
 PU0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0578.GEOID18 height accuracy estimate available here.
 PU0578
 PU0578.Click photographs - Photos may exist for this station.
 PU0578
 PU0578.The dynamic height is computed by dividing the NAVD 88
 PU0578.geopotential number by the normal gravity value computed on the
 PU0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0578.degrees latitude (g = 980.6199 gals.).
 PU0578
 PU0578.The modeled gravity was interpolated from observed gravity values.
 PU0578
 PU0578;                    North         East    Units  Estimated Accuracy
 PU0578;SPC SD S     -   206,880.      459,730.      MT  (+/- 180 meters Scaled)
 PU0578
 PU0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ327962(NAD 83)
 PU0578
 PU0578                          SUPERSEDED SURVEY CONTROL
 PU0578
 PU0578  NGVD 29 (??/??/92)  801.273  (m)         2628.84   (f) ADJ UNCH    2 0
 PU0578
 PU0578.Superseded values are not recommended for survey control.
 PU0578
 PU0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0578.See file dsdata.pdf to determine how the superseded data were derived.
 PU0578
 PU0578_MARKER: DB = BENCH MARK DISK
 PU0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0578_STAMPING: P 379 1962
 PU0578_MARK LOGO: CGS
 PU0578_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0578+STABILITY: SURFACE MOTION
 PU0578
 PU0578  HISTORY     - Date     Condition        Report By
 PU0578  HISTORY     - 1962     MONUMENTED       CGS
 PU0578
 PU0578                          STATION DESCRIPTION
 PU0578
 PU0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0578'17.8 MI NE FROM QUINN.
 PU0578'8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PU0578'QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0578'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST
 PU0578'ALONG A GRAVELED ROAD, 64 FEET SOUTHEAST OF THE CENTER LINE OF
 PU0578'A ROAD INTERSECTION, 53 FEET SOUTH OF THE CENTER LINE OF A
 PU0578'GRAVELED ROAD, 33 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 PU0578'19.2 FEET SOUTH OF A PWOER POLE BRACED BY 2 GUY WIRES, 1 1/2
 PU0578'FEET WEST OF A FENCE, 1.7 FEET NORTHEAST OF A METAL WITNESS
 PU0578'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0578'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0518 ***********************************************************************
 PU0518  DESIGNATION -  P 380
 PU0518  PID         -  PU0518
 PU0518  STATE/COUNTY-  SD/PENNINGTON
 PU0518  COUNTRY     -  US
 PU0518  USGS QUAD   -  WASTA NE (2017)
 PU0518
 PU0518                         *CURRENT SURVEY CONTROL
 PU0518  ______________________________________________________________________
 PU0518* NAD 83(1986) POSITION- 44 11 08.     (N) 102 18 56.     (W)   SCALED
 PU0518* NAVD 88 ORTHO HEIGHT -   824.634 (meters)     2705.49  (feet) ADJUSTED
 PU0518  ______________________________________________________________________
 PU0518  GEOID HEIGHT    -        -18.958 (meters)                     GEOID18
 PU0518  DYNAMIC HEIGHT  -        824.402 (meters)     2704.73  (feet) COMP
 PU0518  MODELED GRAVITY -    980,309.7   (mgal)                       NAVD 88
 PU0518
 PU0518  VERT ORDER      -  SECOND    CLASS 0
 PU0518
 PU0518.The horizontal coordinates were scaled from a map and have
 PU0518.an estimated accuracy of +/- 6 seconds.
 PU0518
 PU0518.The orthometric height was determined by differential leveling and
 PU0518.adjusted by the NATIONAL GEODETIC SURVEY
 PU0518.in June 1991.
 PU0518
 PU0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0518.GEOID18 height accuracy estimate available here.
 PU0518
 PU0518.Click photographs - Photos may exist for this station.
 PU0518
 PU0518.The dynamic height is computed by dividing the NAVD 88
 PU0518.geopotential number by the normal gravity value computed on the
 PU0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0518.degrees latitude (g = 980.6199 gals.).
 PU0518
 PU0518.The modeled gravity was interpolated from observed gravity values.
 PU0518
 PU0518;                    North         East    Units  Estimated Accuracy
 PU0518;SPC SD S     -   207,660.      441,530.      MT  (+/- 180 meters Scaled)
 PU0518
 PU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ145959(NAD 83)
 PU0518
 PU0518                          SUPERSEDED SURVEY CONTROL
 PU0518
 PU0518  NGVD 29 (??/??/92)  824.180  (m)         2704.00   (f) ADJ UNCH    2 0
 PU0518
 PU0518.Superseded values are not recommended for survey control.
 PU0518
 PU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0518.See file dsdata.pdf to determine how the superseded data were derived.
 PU0518
 PU0518_MARKER: DB = BENCH MARK DISK
 PU0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0518_STAMPING: P 380 1962
 PU0518_MARK LOGO: CGS
 PU0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0518+STABILITY: SURFACE MOTION
 PU0518
 PU0518  HISTORY     - Date     Condition        Report By
 PU0518  HISTORY     - 1962     MONUMENTED       CGS
 PU0518
 PU0518                          STATION DESCRIPTION
 PU0518
 PU0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0518'12 MI SW FROM CREIGHTON.
 PU0518'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0518'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0518'A GRAVELED ROAD TO A CURVE, THENCE 3.7 MILES NORTHWEST ALONG
 PU0518'A GRAVELED ROAD, IN SECTION 28 T 3 N R 15 E, 89 FEET SOUTHWEST
 PU0518'OF THE CENTER LINE OF THE ROAD, 65 FEET SOUTH OF THE CENTER
 PU0518'LINE OF A PRIVATE ROAD, 2 1/2 FEET NORTHEAST OF A FENCE, 2.8
 PU0518'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET
 PU0518'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0518'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0086 ***********************************************************************
 OT0086  DESIGNATION -  P 381
 OT0086  PID         -  OT0086
 OT0086  STATE/COUNTY-  SD/PENNINGTON
 OT0086  COUNTRY     -  US
 OT0086  USGS QUAD   -  QUINN TABLE (2017)
 OT0086
 OT0086                         *CURRENT SURVEY CONTROL
 OT0086  ______________________________________________________________________
 OT0086* NAD 83(1986) POSITION- 43 59 40.     (N) 102 23 15.     (W)   SCALED
 OT0086* NAVD 88 ORTHO HEIGHT -   847.724 (meters)     2781.24  (feet) ADJUSTED
 OT0086  ______________________________________________________________________
 OT0086  GEOID HEIGHT    -        -18.570 (meters)                     GEOID18
 OT0086  DYNAMIC HEIGHT  -        847.468 (meters)     2780.40  (feet) COMP
 OT0086  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 OT0086
 OT0086  VERT ORDER      -  SECOND    CLASS 0
 OT0086
 OT0086.The horizontal coordinates were scaled from a map and have
 OT0086.an estimated accuracy of +/- 6 seconds.
 OT0086
 OT0086.The orthometric height was determined by differential leveling and
 OT0086.adjusted by the NATIONAL GEODETIC SURVEY
 OT0086.in June 1991.
 OT0086
 OT0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0086.GEOID18 height accuracy estimate available here.
 OT0086
 OT0086.Click photographs - Photos may exist for this station.
 OT0086
 OT0086.The dynamic height is computed by dividing the NAVD 88
 OT0086.geopotential number by the normal gravity value computed on the
 OT0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0086.degrees latitude (g = 980.6199 gals.).
 OT0086
 OT0086.The modeled gravity was interpolated from observed gravity values.
 OT0086
 OT0086;                    North         East    Units  Estimated Accuracy
 OT0086;SPC SD S     -   186,580.      435,260.      MT  (+/- 180 meters Scaled)
 OT0086
 OT0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ094745(NAD 83)
 OT0086
 OT0086                          SUPERSEDED SURVEY CONTROL
 OT0086
 OT0086  NGVD 29 (??/??/92)  847.274  (m)         2779.76   (f) ADJ UNCH    2 0
 OT0086
 OT0086.Superseded values are not recommended for survey control.
 OT0086
 OT0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0086.See file dsdata.pdf to determine how the superseded data were derived.
 OT0086
 OT0086_MARKER: DB = BENCH MARK DISK
 OT0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0086_STAMPING: P 381 1962
 OT0086_MARK LOGO: CGS
 OT0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0086+STABILITY: SURFACE MOTION
 OT0086
 OT0086  HISTORY     - Date     Condition        Report By
 OT0086  HISTORY     - 1962     MONUMENTED       CGS
 OT0086
 OT0086                          STATION DESCRIPTION
 OT0086
 OT0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0086'10 MI SE FROM WASTA.
 OT0086'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0086'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 OT0086'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 2.7 MILES
 OT0086'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0086'DIRT ROAD, IN THE SOUTHWEST CORNER OF SECTION 36 T 1 N R 14 E,
 OT0086'AT THE EAST END OF A 0.2 MILE JOG TO THE WEST.  42 FEET SOUTHEAST
 OT0086'OF THE CENTER LINE OF A CURVE WITH TANGENT TO THE WEST, 34 FEET
 OT0086'NORTH OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, 21 FEET
 OT0086'SOUTH OF A BRACED POWER POLE NUMBER 5-230, 14 1/2 FEET NORTH OF
 OT0086'A FENCE CORNER POST, 2.0 FEET WEST OF A FENCE, 1.5 FEET SOUTHEAST
 OT0086'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 OT0086'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OT0086'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0482 ***********************************************************************
 OS0482  DESIGNATION -  P 382
 OS0482  PID         -  OS0482
 OS0482  STATE/COUNTY-  SD/JACKSON
 OS0482  COUNTRY     -  US
 OS0482  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0482
 OS0482                         *CURRENT SURVEY CONTROL
 OS0482  ______________________________________________________________________
 OS0482* NAD 83(1986) POSITION- 43 46 56.     (N) 101 56 42.     (W)   SCALED
 OS0482* NAVD 88 ORTHO HEIGHT -   787.864 (meters)     2584.85  (feet) ADJUSTED
 OS0482  ______________________________________________________________________
 OS0482  GEOID HEIGHT    -        -20.015 (meters)                     GEOID18
 OS0482  DYNAMIC HEIGHT  -        787.609 (meters)     2584.01  (feet) COMP
 OS0482  MODELED GRAVITY -    980,269.9   (mgal)                       NAVD 88
 OS0482
 OS0482  VERT ORDER      -  FIRST     CLASS II
 OS0482
 OS0482.The horizontal coordinates were scaled from a map and have
 OS0482.an estimated accuracy of +/- 6 seconds.
 OS0482
 OS0482.The orthometric height was determined by differential leveling and
 OS0482.adjusted by the NATIONAL GEODETIC SURVEY
 OS0482.in June 1991.
 OS0482
 OS0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0482.GEOID18 height accuracy estimate available here.
 OS0482
 OS0482.Click photographs - Photos may exist for this station.
 OS0482
 OS0482.The dynamic height is computed by dividing the NAVD 88
 OS0482.geopotential number by the normal gravity value computed on the
 OS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0482.degrees latitude (g = 980.6199 gals.).
 OS0482
 OS0482.The modeled gravity was interpolated from observed gravity values.
 OS0482
 OS0482;                    North         East    Units  Estimated Accuracy
 OS0482;SPC SD S     -   162,220.      470,280.      MT  (+/- 180 meters Scaled)
 OS0482
 OS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP630519(NAD 83)
 OS0482
 OS0482                          SUPERSEDED SURVEY CONTROL
 OS0482
 OS0482  NGVD 29 (??/??/92)  787.409  (m)         2583.36   (f) ADJ UNCH    1 2
 OS0482
 OS0482.Superseded values are not recommended for survey control.
 OS0482
 OS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0482.See file dsdata.pdf to determine how the superseded data were derived.
 OS0482
 OS0482_MARKER: DB = BENCH MARK DISK
 OS0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0482_STAMPING: P 382 1962
 OS0482_MARK LOGO: CGS
 OS0482_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0482+STABILITY: SURFACE MOTION
 OS0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0482+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0482
 OS0482  HISTORY     - Date     Condition        Report By
 OS0482  HISTORY     - 1962     MONUMENTED       CGS
 OS0482  HISTORY     - 1985     GOOD             NGS
 OS0482  HISTORY     - 20130116 GOOD             INDIV
 OS0482
 OS0482                          STATION DESCRIPTION
 OS0482
 OS0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0482'3.2 MI N FROM CEDAR PASS.
 OS0482'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0482'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 1.7
 OS0482'MILES NORTH ALONG A GRAVELED ROAD, 0.8 MILE SOUTH OF THE NORTH
 OS0482'BOUNDARY OF THE BAD LANDS NATIONAL PARK, 43 FEET EAST OF THE
 OS0482'CENTER LINE OF THE ROAD, 31 1/2 FEET NORTH OF A POWER POLE, IN
 OS0482'LINE WITH A ROW OF POWER POLES, 46 1/2 FEET SOUTHWEST OF THE
 OS0482'SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, ABOUT 2
 OS0482'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 OS0482'CONCRETE POST PROJECTING 5 INCHES.
 OS0482
 OS0482                          STATION RECOVERY (1985)
 OS0482
 OS0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0482'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0482'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0482'HIGHWAY 44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG STATE
 OS0482'HIGHWAY 240, THENCE 2.7 KM (1.7 MI) NORTH ALONG A DIRT ROAD, 13.1
 OS0482'METERS (43 FT) WEST OF THE CENTER OF THE ROAD, 14.2 METERS (46.5 FT)
 OS0482'SOUTHWEST OF THE SOUTH END OF THE WEST HEADWALL FOR A 24-INCH METAL
 OS0482'PIPE CULVERT, 9.6 METERS (31.5 FT) NORTH OF THE 3RD POWER POLE SOUTH
 OS0482'OF A TURN IN THE POWER LINE AND 1.7 METERS (5.5 FT) WEST OF A BARB
 OS0482'WIRE FENCE.
 OS0482'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OS0482
 OS0482                          STATION RECOVERY (2013)
 OS0482
 OS0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0719 ***********************************************************************
 PT0719  DESIGNATION -  P 383
 PT0719  PID         -  PT0719
 PT0719  STATE/COUNTY-  SD/HAAKON
 PT0719  COUNTRY     -  US
 PT0719  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0719
 PT0719                         *CURRENT SURVEY CONTROL
 PT0719  ______________________________________________________________________
 PT0719* NAD 83(1986) POSITION- 44 09 14.     (N) 101 50 52.     (W)   SCALED
 PT0719* NAVD 88 ORTHO HEIGHT -   744.739 (meters)     2443.36  (feet) ADJUSTED
 PT0719  ______________________________________________________________________
 PT0719  GEOID HEIGHT    -        -20.390 (meters)                     GEOID18
 PT0719  DYNAMIC HEIGHT  -        744.525 (meters)     2442.66  (feet) COMP
 PT0719  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 PT0719
 PT0719  VERT ORDER      -  SECOND    CLASS 0
 PT0719
 PT0719.The horizontal coordinates were scaled from a map and have
 PT0719.an estimated accuracy of +/- 6 seconds.
 PT0719
 PT0719.The orthometric height was determined by differential leveling and
 PT0719.adjusted by the NATIONAL GEODETIC SURVEY
 PT0719.in June 1991.
 PT0719
 PT0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0719.GEOID18 height accuracy estimate available here.
 PT0719
 PT0719.Click photographs - Photos may exist for this station.
 PT0719
 PT0719.The dynamic height is computed by dividing the NAVD 88
 PT0719.geopotential number by the normal gravity value computed on the
 PT0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0719.degrees latitude (g = 980.6199 gals.).
 PT0719
 PT0719.The modeled gravity was interpolated from observed gravity values.
 PT0719
 PT0719;                    North         East    Units  Estimated Accuracy
 PT0719;SPC SD S     -   203,360.      478,860.      MT  (+/- 180 meters Scaled)
 PT0719
 PT0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP722929(NAD 83)
 PT0719
 PT0719                          SUPERSEDED SURVEY CONTROL
 PT0719
 PT0719  NGVD 29 (??/??/92)  744.278  (m)         2441.85   (f) ADJ UNCH    2 0
 PT0719
 PT0719.Superseded values are not recommended for survey control.
 PT0719
 PT0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0719.See file dsdata.pdf to determine how the superseded data were derived.
 PT0719
 PT0719_MARKER: DB = BENCH MARK DISK
 PT0719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PT0719+WITH SETTING: PAVEMENT
 PT0719_SP_SET: BLOCK
 PT0719_STAMPING: P 383 1962
 PT0719_MARK LOGO: CGS
 PT0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0719+STABILITY: SURFACE MOTION
 PT0719
 PT0719  HISTORY     - Date     Condition        Report By
 PT0719  HISTORY     - 1962     MONUMENTED       CGS
 PT0719
 PT0719                          STATION DESCRIPTION
 PT0719
 PT0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0719'9.5 MI S FROM HILLAND.
 PT0719'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0719'CEMERETY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0719'ROAD, THENCE 5.45 MILE SOUTH ALONG A GRADED ROAD, THENCE 2.0
 PT0719'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 5, T 2 N, R 19
 PT0719'E, AT A ROAD JUNCTION, 34 FEET WEST OF A NORTH-SOUTH ROAD, 37
 PT0719'FEET NORTH OF THE CENTERLINE OF A ROAD WEST, SET IN TOP OF
 PT0719'THE NORTHEAST CORNER OF AN 18-INCH CONCRETE BLOCK WHICH IS
 PT0719'ENCLOSED WITH A PIPE FENCE AND WHICH IS FLUSH WITH THE GROUND,
 PT0719'16 FEET EAST OF A POWER POLE WITH 2 GUY WIRES, 4.0 FEET WEST
 PT0719'OF A METAL WITNESS POST AND LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0776 ***********************************************************************
 PT0776  DESIGNATION -  P 384
 PT0776  PID         -  PT0776
 PT0776  STATE/COUNTY-  SD/HAAKON
 PT0776  COUNTRY     -  US
 PT0776  USGS QUAD   -  BOWEN RANCH (2017)
 PT0776
 PT0776                         *CURRENT SURVEY CONTROL
 PT0776  ______________________________________________________________________
 PT0776* NAD 83(1986) POSITION- 44 02 17.     (N) 101 46 02.     (W)   SCALED
 PT0776* NAVD 88 ORTHO HEIGHT -   725.666 (meters)     2380.79  (feet) ADJUSTED
 PT0776  ______________________________________________________________________
 PT0776  GEOID HEIGHT    -        -20.726 (meters)                     GEOID18
 PT0776  DYNAMIC HEIGHT  -        725.456 (meters)     2380.10  (feet) COMP
 PT0776  MODELED GRAVITY -    980,305.1   (mgal)                       NAVD 88
 PT0776
 PT0776  VERT ORDER      -  SECOND    CLASS 0
 PT0776
 PT0776.The horizontal coordinates were scaled from a map and have
 PT0776.an estimated accuracy of +/- 6 seconds.
 PT0776
 PT0776.The orthometric height was determined by differential leveling and
 PT0776.adjusted by the NATIONAL GEODETIC SURVEY
 PT0776.in June 1991.
 PT0776
 PT0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0776.GEOID18 height accuracy estimate available here.
 PT0776
 PT0776.Click photographs - Photos may exist for this station.
 PT0776
 PT0776.The dynamic height is computed by dividing the NAVD 88
 PT0776.geopotential number by the normal gravity value computed on the
 PT0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0776.degrees latitude (g = 980.6199 gals.).
 PT0776
 PT0776.The modeled gravity was interpolated from observed gravity values.
 PT0776
 PT0776;                    North         East    Units  Estimated Accuracy
 PT0776;SPC SD S     -   190,380.      485,080.      MT  (+/- 180 meters Scaled)
 PT0776
 PT0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP782798(NAD 83)
 PT0776
 PT0776                          SUPERSEDED SURVEY CONTROL
 PT0776
 PT0776  NGVD 29 (??/??/92)  725.217  (m)         2379.32   (f) ADJ UNCH    2 0
 PT0776
 PT0776.Superseded values are not recommended for survey control.
 PT0776
 PT0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0776.See file dsdata.pdf to determine how the superseded data were derived.
 PT0776
 PT0776_MARKER: DB = BENCH MARK DISK
 PT0776_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0776_STAMPING: P 384 1962
 PT0776_MARK LOGO: CGS
 PT0776_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0776
 PT0776  HISTORY     - Date     Condition        Report By
 PT0776  HISTORY     - 1962     MONUMENTED       CGS
 PT0776
 PT0776                          STATION DESCRIPTION
 PT0776
 PT0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0776'6.3 MI W FROM PHILIP.
 PT0776'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0776'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0776'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0776'HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0776'1.9 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 13, T 1 N, R 19
 PT0776'E, 101 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST
 PT0776'OF THE CENTER OF A WIRE GATE, 13 FEET EAST OF A TELEPHONE POLE,
 PT0776'2 FEET NORTH OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS POST,
 PT0776'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER-
 PT0776'COATED ROD THAT IS DRIVEN TO REFUSAL AND IS ENCASED IN A 6-INCH
 PT0776'TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0153 ***********************************************************************
 OT0153  DESIGNATION -  P 385
 OT0153  PID         -  OT0153
 OT0153  STATE/COUNTY-  SD/JACKSON
 OT0153  COUNTRY     -  US
 OT0153  USGS QUAD   -  WALL NE (2017)
 OT0153
 OT0153                         *CURRENT SURVEY CONTROL
 OT0153  ______________________________________________________________________
 OT0153* NAD 83(1986) POSITION- 43 58 21.     (N) 102 00 20.     (W)   SCALED
 OT0153* NAVD 88 ORTHO HEIGHT -   758.326 (meters)     2487.94  (feet) ADJUSTED
 OT0153  ______________________________________________________________________
 OT0153  GEOID HEIGHT    -        -19.835 (meters)                     GEOID18
 OT0153  DYNAMIC HEIGHT  -        758.098 (meters)     2487.19  (feet) COMP
 OT0153  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 OT0153
 OT0153  VERT ORDER      -  SECOND    CLASS 0
 OT0153
 OT0153.The horizontal coordinates were scaled from a map and have
 OT0153.an estimated accuracy of +/- 6 seconds.
 OT0153
 OT0153.The orthometric height was determined by differential leveling and
 OT0153.adjusted by the NATIONAL GEODETIC SURVEY
 OT0153.in June 1991.
 OT0153
 OT0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0153.GEOID18 height accuracy estimate available here.
 OT0153
 OT0153.Click photographs - Photos may exist for this station.
 OT0153
 OT0153.The dynamic height is computed by dividing the NAVD 88
 OT0153.geopotential number by the normal gravity value computed on the
 OT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0153.degrees latitude (g = 980.6199 gals.).
 OT0153
 OT0153.The modeled gravity was interpolated from observed gravity values.
 OT0153
 OT0153;                    North         East    Units  Estimated Accuracy
 OT0153;SPC SD S     -   183,450.      465,830.      MT  (+/- 180 meters Scaled)
 OT0153
 OT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ401731(NAD 83)
 OT0153
 OT0153                          SUPERSEDED SURVEY CONTROL
 OT0153
 OT0153  NGVD 29 (??/??/92)  757.875  (m)         2486.46   (f) ADJ UNCH    2 0
 OT0153
 OT0153.Superseded values are not recommended for survey control.
 OT0153
 OT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0153.See file dsdata.pdf to determine how the superseded data were derived.
 OT0153
 OT0153_MARKER: DB = BENCH MARK DISK
 OT0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0153_SP_SET: ABUTMENT
 OT0153_STAMPING: P 385 1962
 OT0153_MARK LOGO: CGS
 OT0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0153
 OT0153  HISTORY     - Date     Condition        Report By
 OT0153  HISTORY     - 1962     MONUMENTED       CGS
 OT0153
 OT0153                          STATION DESCRIPTION
 OT0153
 OT0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0153'5.4 MI W FROM COTTONWOOD.
 OT0153'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0153'AT COTTONWOOD, THENCE 5.2 MILES WEST ALONG U.S. HIGHWAY 14, OR
 OT0153'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT QUINN,
 OT0153'THENCE 6.2 MILES EAST ALONG U.S. HIGHWAY 14, IN SECTION 7,
 OT0153'T 1 S, R 18 E, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OT0153'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 OT0153'TOP OF THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 OT0153'OVER A CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0593 ***********************************************************************
 OS0593  DESIGNATION -  P 386
 OS0593  PID         -  OS0593
 OS0593  STATE/COUNTY-  SD/JACKSON
 OS0593  COUNTRY     -  US
 OS0593  USGS QUAD   -  COTTONWOOD (2017)
 OS0593
 OS0593                         *CURRENT SURVEY CONTROL
 OS0593  ______________________________________________________________________
 OS0593* NAD 83(1986) POSITION- 43 58 08.     (N) 101 56 23.     (W)   SCALED
 OS0593* NAVD 88 ORTHO HEIGHT -   745.688 (meters)     2446.48  (feet) ADJUSTED
 OS0593  ______________________________________________________________________
 OS0593  GEOID HEIGHT    -        -20.077 (meters)                     GEOID18
 OS0593  DYNAMIC HEIGHT  -        745.463 (meters)     2445.74  (feet) COMP
 OS0593  MODELED GRAVITY -    980,291.7   (mgal)                       NAVD 88
 OS0593
 OS0593  VERT ORDER      -  SECOND    CLASS 0
 OS0593
 OS0593.The horizontal coordinates were scaled from a map and have
 OS0593.an estimated accuracy of +/- 6 seconds.
 OS0593
 OS0593.The orthometric height was determined by differential leveling and
 OS0593.adjusted by the NATIONAL GEODETIC SURVEY
 OS0593.in June 1991.
 OS0593
 OS0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0593.GEOID18 height accuracy estimate available here.
 OS0593
 OS0593.Click photographs - Photos may exist for this station.
 OS0593
 OS0593.The dynamic height is computed by dividing the NAVD 88
 OS0593.geopotential number by the normal gravity value computed on the
 OS0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0593.degrees latitude (g = 980.6199 gals.).
 OS0593
 OS0593.The modeled gravity was interpolated from observed gravity values.
 OS0593
 OS0593;                    North         East    Units  Estimated Accuracy
 OS0593;SPC SD S     -   182,950.      471,110.      MT  (+/- 180 meters Scaled)
 OS0593
 OS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP641726(NAD 83)
 OS0593
 OS0593                          SUPERSEDED SURVEY CONTROL
 OS0593
 OS0593  NGVD 29 (??/??/92)  745.236  (m)         2445.00   (f) ADJ UNCH    2 0
 OS0593
 OS0593.Superseded values are not recommended for survey control.
 OS0593
 OS0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0593.See file dsdata.pdf to determine how the superseded data were derived.
 OS0593
 OS0593_MARKER: DB = BENCH MARK DISK
 OS0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0593_STAMPING: P 386 1962
 OS0593_MARK LOGO: CGS
 OS0593_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0593_ROD/PIPE-DEPTH: 4.9 meters
 OS0593
 OS0593  HISTORY     - Date     Condition        Report By
 OS0593  HISTORY     - 1962     MONUMENTED       CGS
 OS0593
 OS0593                          STATION DESCRIPTION
 OS0593
 OS0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0593'2.2 MI W FROM COTTONWOOD.
 OS0593'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0593'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, AT THE
 OS0593'JUNCTION OF A NORTH-SOUTH ROAD IN SECTION 10, T 1 S, R 18 E,
 OS0593'103 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 71 FEET WEST
 OS0593'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 56 FEET SOUTH OF A
 OS0593'TELEPHONE POLE, 44 FEET WEST OF A POWER POLE, 1 1/2 FEET NORTH
 OS0593'OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 OS0593'BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 OS0593'COATED ROD DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH
 OS0593'TILE PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0431 ***********************************************************************
 OS0431  DESIGNATION -  P 387
 OS0431  PID         -  OS0431
 OS0431  STATE/COUNTY-  SD/JACKSON
 OS0431  COUNTRY     -  US
 OS0431  USGS QUAD   -  KADOKA NE (2017)
 OS0431
 OS0431                         *CURRENT SURVEY CONTROL
 OS0431  ______________________________________________________________________
 OS0431* NAD 83(1986) POSITION- 43 56 39.     (N) 101 33 44.     (W)   SCALED
 OS0431* NAVD 88 ORTHO HEIGHT -   702.999 (meters)     2306.42  (feet) ADJUSTED
 OS0431  ______________________________________________________________________
 OS0431  GEOID HEIGHT    -        -21.467 (meters)                     GEOID18
 OS0431  DYNAMIC HEIGHT  -        702.781 (meters)     2305.71  (feet) COMP
 OS0431  MODELED GRAVITY -    980,286.4   (mgal)                       NAVD 88
 OS0431
 OS0431  VERT ORDER      -  SECOND    CLASS 0
 OS0431
 OS0431.The horizontal coordinates were scaled from a map and have
 OS0431.an estimated accuracy of +/- 6 seconds.
 OS0431
 OS0431.The orthometric height was determined by differential leveling and
 OS0431.adjusted by the NATIONAL GEODETIC SURVEY
 OS0431.in June 1991.
 OS0431
 OS0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0431.GEOID18 height accuracy estimate available here.
 OS0431
 OS0431.Click photographs - Photos may exist for this station.
 OS0431
 OS0431.The dynamic height is computed by dividing the NAVD 88
 OS0431.geopotential number by the normal gravity value computed on the
 OS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0431.degrees latitude (g = 980.6199 gals.).
 OS0431
 OS0431.The modeled gravity was interpolated from observed gravity values.
 OS0431
 OS0431;                    North         East    Units  Estimated Accuracy
 OS0431;SPC SD S     -   179,680.      501,350.      MT  (+/- 180 meters Scaled)
 OS0431
 OS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP943688(NAD 83)
 OS0431
 OS0431                          SUPERSEDED SURVEY CONTROL
 OS0431
 OS0431  NGVD 29 (??/??/92)  702.539  (m)         2304.91   (f) ADJ UNCH    2 0
 OS0431
 OS0431.Superseded values are not recommended for survey control.
 OS0431
 OS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0431.See file dsdata.pdf to determine how the superseded data were derived.
 OS0431
 OS0431_MARKER: DB = BENCH MARK DISK
 OS0431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0431_STAMPING: P 387 1962
 OS0431_MARK LOGO: CGS
 OS0431_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0431_ROD/PIPE-DEPTH: 4.9 meters
 OS0431
 OS0431  HISTORY     - Date     Condition        Report By
 OS0431  HISTORY     - 1962     MONUMENTED       CGS
 OS0431
 OS0431                          STATION DESCRIPTION
 OS0431
 OS0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0431'13 MI SE FROM PHILIP.
 OS0431'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0431'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0431'EAST ALONG A GRAVELED ROAD, THENCE 0.6 MILE NORTH ALONG A
 OS0431'GRAVELED ROAD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 40
 OS0431'FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE,
 OS0431'64 FEET NORTH OF CENTER OF WIRE GATE AND ENTRANCE TO A OLD
 OS0431'ABANDONED FARM HOUSE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 OS0431'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 OS0431'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 OS0431'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0362 ***********************************************************************
 PU0362  DESIGNATION -  P 388
 PU0362  PID         -  PU0362
 PU0362  STATE/COUNTY-  SD/PENNINGTON
 PU0362  COUNTRY     -  US
 PU0362  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0362
 PU0362                         *CURRENT SURVEY CONTROL
 PU0362  ______________________________________________________________________
 PU0362* NAD 83(1986) POSITION- 44 04 00.     (N) 102 04 04.     (W)   SCALED
 PU0362* NAVD 88 ORTHO HEIGHT -   871.908 (meters)     2860.58  (feet) ADJUSTED
 PU0362  ______________________________________________________________________
 PU0362  GEOID HEIGHT    -        -19.596 (meters)                     GEOID18
 PU0362  DYNAMIC HEIGHT  -        871.654 (meters)     2859.75  (feet) COMP
 PU0362  MODELED GRAVITY -    980,298.0   (mgal)                       NAVD 88
 PU0362
 PU0362  VERT ORDER      -  SECOND    CLASS 0
 PU0362
 PU0362.The horizontal coordinates were scaled from a map and have
 PU0362.an estimated accuracy of +/- 6 seconds.
 PU0362
 PU0362.The orthometric height was determined by differential leveling and
 PU0362.adjusted by the NATIONAL GEODETIC SURVEY
 PU0362.in June 1991.
 PU0362
 PU0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0362.GEOID18 height accuracy estimate available here.
 PU0362
 PU0362.Click photographs - Photos may exist for this station.
 PU0362
 PU0362.The dynamic height is computed by dividing the NAVD 88
 PU0362.geopotential number by the normal gravity value computed on the
 PU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0362.degrees latitude (g = 980.6199 gals.).
 PU0362
 PU0362.The modeled gravity was interpolated from observed gravity values.
 PU0362
 PU0362;                    North         East    Units  Estimated Accuracy
 PU0362;SPC SD S     -   194,010.      461,060.      MT  (+/- 180 meters Scaled)
 PU0362
 PU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ348834(NAD 83)
 PU0362
 PU0362                          SUPERSEDED SURVEY CONTROL
 PU0362
 PU0362  NGVD 29 (??/??/92)  871.460  (m)         2859.12   (f) ADJ UNCH    2 0
 PU0362
 PU0362.Superseded values are not recommended for survey control.
 PU0362
 PU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0362.See file dsdata.pdf to determine how the superseded data were derived.
 PU0362
 PU0362_MARKER: DB = BENCH MARK DISK
 PU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0362_STAMPING: P 388 1962
 PU0362_MARK LOGO: CGS
 PU0362_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0362+STABILITY: SURFACE MOTION
 PU0362
 PU0362  HISTORY     - Date     Condition        Report By
 PU0362  HISTORY     - 1962     MONUMENTED       CGS
 PU0362
 PU0362                          STATION DESCRIPTION
 PU0362
 PU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0362'10.4 MI NE FROM QUINN.
 PU0362'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0362'QUINN, THENCE 3.4 MILES EAST ALONG A GRAVELED ROAD, ABOUT 0.4
 PU0362'MILE SOUTHEAST OF A FARMHOUSE ON THE WEST SIDE OF A RAVINE, 112
 PU0362'FEET SOUTHWEST OF AND ACROSS A ROAD INTERSECTION FROM A BRACED
 PU0362'POWER POLE, 65 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 PU0362'60 FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF
 PU0362'THE CENTER LINE OF A DIRT ROAD LEADING WEST, 28 FEET WEST OF A
 PU0362'FENCE CORNER, 2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHWEST OF A
 PU0362'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0362'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0547 ***********************************************************************
 OS0547  DESIGNATION -  P 389
 OS0547  PID         -  OS0547
 OS0547  STATE/COUNTY-  SD/JACKSON
 OS0547  COUNTRY     -  US
 OS0547  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0547
 OS0547                         *CURRENT SURVEY CONTROL
 OS0547  ______________________________________________________________________
 OS0547* NAD 83(1986) POSITION- 43 50 08.     (N) 101 54 30.     (W)   SCALED
 OS0547* NAVD 88 ORTHO HEIGHT -   765.843 (meters)     2512.60  (feet) ADJUSTED
 OS0547  ______________________________________________________________________
 OS0547  GEOID HEIGHT    -        -20.148 (meters)                     GEOID18
 OS0547  DYNAMIC HEIGHT  -        765.599 (meters)     2511.80  (feet) COMP
 OS0547  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 OS0547
 OS0547  VERT ORDER      -  FIRST     CLASS II
 OS0547
 OS0547.The horizontal coordinates were scaled from a map and have
 OS0547.an estimated accuracy of +/- 6 seconds.
 OS0547
 OS0547.The orthometric height was determined by differential leveling and
 OS0547.adjusted by the NATIONAL GEODETIC SURVEY
 OS0547.in June 1991.
 OS0547
 OS0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0547.GEOID18 height accuracy estimate available here.
 OS0547
 OS0547.Click photographs - Photos may exist for this station.
 OS0547
 OS0547.The dynamic height is computed by dividing the NAVD 88
 OS0547.geopotential number by the normal gravity value computed on the
 OS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0547.degrees latitude (g = 980.6199 gals.).
 OS0547
 OS0547.The modeled gravity was interpolated from observed gravity values.
 OS0547
 OS0547;                    North         East    Units  Estimated Accuracy
 OS0547;SPC SD S     -   168,090.      473,350.      MT  (+/- 180 meters Scaled)
 OS0547
 OS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP661577(NAD 83)
 OS0547
 OS0547                          SUPERSEDED SURVEY CONTROL
 OS0547
 OS0547  NGVD 29 (??/??/92)  765.396  (m)         2511.14   (f) ADJ UNCH    1 2
 OS0547
 OS0547.Superseded values are not recommended for survey control.
 OS0547
 OS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0547.See file dsdata.pdf to determine how the superseded data were derived.
 OS0547
 OS0547_MARKER: DB = BENCH MARK DISK
 OS0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0547_SP_SET: HEADWALL
 OS0547_STAMPING: P 389 1962
 OS0547_MARK LOGO: CGS
 OS0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0547+STABILITY: SURFACE MOTION
 OS0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0547+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2012
 OS0547
 OS0547  HISTORY     - Date     Condition        Report By
 OS0547  HISTORY     - 1962     MONUMENTED       CGS
 OS0547  HISTORY     - 1985     GOOD             NGS
 OS0547  HISTORY     - 20120529 GOOD             INDIV
 OS0547
 OS0547                          STATION DESCRIPTION
 OS0547
 OS0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0547'8.8 MI N FROM CEDAR PASS.
 OS0547'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16A AND STATE
 OS0547'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.55
 OS0547'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.75 MILES EAST ALONG
 OS0547'A GRADED DIRT ROAD OR ABOUT 0.5 MILE NORTH ALONG MAIN STREET
 OS0547'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OS0547'STATION AT KADOKA, THENCE 19.85 MILES WEST ALONG U.S. HIGHWAY
 OS0547'16 AND STATE HIGHWAY 40, THENCE 0.4 MILE WEST ALONG A GRADED
 OS0547'DIRT ROAD, 1.75 MILES EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 OS0547'NORTH, 0.6 MILE WEST OF THE CACTUS FLATS CAFE AND SERVICE
 OS0547'STATION, 0.4 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 16A AND
 OS0547'STATE HIGHWAY 40 LEADING SOUTH, 17 1/2 FEET NORTH OF THE CENTER
 OS0547'LINE OF THE GRADED DIRT ROAD, ABOUT LEVEL WITH THE ROAD,
 OS0547'AND SET IN THE TOP AND CENTER OF THE NORTH CONCRETE HEADWALL
 OS0547'OF A DOUBLE CHANNEL CULVERT.
 OS0547
 OS0547                          STATION RECOVERY (1985)
 OS0547
 OS0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0547'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0547'MI) NORTH ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE HIGHWAY
 OS0547'44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG STATE HIGHWAY
 OS0547'240, THENCE 8.5 KM (5.3 MI) NORTH ALONG A DIRT ROAD, THENCE 2.75 KM
 OS0547'(1.7 MI) EAST ALONG A DIRT ROAD, IN THE TOP CENTER OF THE NORTH
 OS0547'HEADWALL FOR A DOUBLE BOX CULVERT, 0.6 KM (0.4 MI) WEST OF THE T
 OS0547'JUNCTION OF STATE HIGHWAY 240 AND 5.3 METERS (17.5 FT) NORTH OF THE
 OS0547'CENTER OF THE ROAD.
 OS0547'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OS0547
 OS0547                          STATION RECOVERY (2012)
 OS0547
 OS0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0082 ***********************************************************************
 PU0082  DESIGNATION -  P 390
 PU0082  PID         -  PU0082
 PU0082  STATE/COUNTY-  SD/MEADE
 PU0082  COUNTRY     -  US
 PU0082  USGS QUAD   -  AVANCE (2017)
 PU0082
 PU0082                         *CURRENT SURVEY CONTROL
 PU0082  ______________________________________________________________________
 PU0082* NAD 83(1986) POSITION- 44 56 10.     (N) 102 14 53.     (W)   SCALED
 PU0082* NAVD 88 ORTHO HEIGHT -   753.806 (meters)     2473.11  (feet) ADJUSTED
 PU0082  ______________________________________________________________________
 PU0082  GEOID HEIGHT    -        -19.022 (meters)                     GEOID18
 PU0082  DYNAMIC HEIGHT  -        753.645 (meters)     2472.58  (feet) COMP
 PU0082  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 PU0082
 PU0082  VERT ORDER      -  SECOND    CLASS 0
 PU0082
 PU0082.The horizontal coordinates were scaled from a map and have
 PU0082.an estimated accuracy of +/- 6 seconds.
 PU0082
 PU0082.The orthometric height was determined by differential leveling and
 PU0082.adjusted by the NATIONAL GEODETIC SURVEY
 PU0082.in June 1991.
 PU0082
 PU0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0082.GEOID18 height accuracy estimate available here.
 PU0082
 PU0082.Click photographs - Photos may exist for this station.
 PU0082
 PU0082.The dynamic height is computed by dividing the NAVD 88
 PU0082.geopotential number by the normal gravity value computed on the
 PU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0082.degrees latitude (g = 980.6199 gals.).
 PU0082
 PU0082.The modeled gravity was interpolated from observed gravity values.
 PU0082
 PU0082;                    North         East    Units  Estimated Accuracy
 PU0082;SPC SD N     -   125,010.      422,580.      MT  (+/- 180 meters Scaled)
 PU0082
 PU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK171795(NAD 83)
 PU0082
 PU0082                          SUPERSEDED SURVEY CONTROL
 PU0082
 PU0082  NGVD 29 (??/??/92)  753.344  (m)         2471.60   (f) ADJ UNCH    2 0
 PU0082
 PU0082.Superseded values are not recommended for survey control.
 PU0082
 PU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0082.See file dsdata.pdf to determine how the superseded data were derived.
 PU0082
 PU0082_MARKER: DB = BENCH MARK DISK
 PU0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0082_SP_SET: CULVERT HEADWALL
 PU0082_STAMPING: P 390 1963
 PU0082_MARK LOGO: CGS
 PU0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0082+STABILITY: SURFACE MOTION
 PU0082
 PU0082  HISTORY     - Date     Condition        Report By
 PU0082  HISTORY     - 1963     MONUMENTED       CGS
 PU0082
 PU0082                          STATION DESCRIPTION
 PU0082
 PU0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0082'14.8 MI NE FROM OPAL.
 PU0082'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0082'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0082'ROAD, 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 PU0082'NORTH ALONG A GRAVELED ROAD, OR 0.1 MILE NORTH ALONG MAIN STREET
 PU0082'FROM THE POST OFFICE AT FAITH, THENCE 6.0 MILES SOUTH ALONG A
 PU0082'GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, IN
 PU0082'SECTION 1, T 11 N, R 15 E, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU0082'ROAD, AND SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 PU0082'OF A LARGE CULVERT OVER A CREEK AND AT THE NORTHEAST POINT OF
 PU0082'A INTERSECTION OF ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0120 ***********************************************************************
 PU0120  DESIGNATION -  P 391
 PU0120  PID         -  PU0120
 PU0120  STATE/COUNTY-  SD/MEADE
 PU0120  COUNTRY     -  US
 PU0120  USGS QUAD   -  MARCUS (2017)
 PU0120
 PU0120                         *CURRENT SURVEY CONTROL
 PU0120  ______________________________________________________________________
 PU0120* NAD 83(1986) POSITION- 44 43 08.     (N) 102 17 18.     (W)   SCALED
 PU0120* NAVD 88 ORTHO HEIGHT -   791.988 (meters)     2598.38  (feet) ADJUSTED
 PU0120  ______________________________________________________________________
 PU0120  GEOID HEIGHT    -        -19.109 (meters)                     GEOID18
 PU0120  DYNAMIC HEIGHT  -        791.802 (meters)     2597.77  (feet) COMP
 PU0120  MODELED GRAVITY -    980,356.1   (mgal)                       NAVD 88
 PU0120
 PU0120  VERT ORDER      -  SECOND    CLASS 0
 PU0120
 PU0120.The horizontal coordinates were scaled from a map and have
 PU0120.an estimated accuracy of +/- 6 seconds.
 PU0120
 PU0120.The orthometric height was determined by differential leveling and
 PU0120.adjusted by the NATIONAL GEODETIC SURVEY
 PU0120.in June 1991.
 PU0120
 PU0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0120.GEOID18 height accuracy estimate available here.
 PU0120
 PU0120.Click photographs - Photos may exist for this station.
 PU0120
 PU0120.The dynamic height is computed by dividing the NAVD 88
 PU0120.geopotential number by the normal gravity value computed on the
 PU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0120.degrees latitude (g = 980.6199 gals.).
 PU0120
 PU0120.The modeled gravity was interpolated from observed gravity values.
 PU0120
 PU0120;                    North         East    Units  Estimated Accuracy
 PU0120;SPC SD N     -   100,970.      418,720.      MT  (+/- 180 meters Scaled)
 PU0120
 PU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK147553(NAD 83)
 PU0120
 PU0120                          SUPERSEDED SURVEY CONTROL
 PU0120
 PU0120  NGVD 29 (??/??/92)  791.526  (m)         2596.86   (f) ADJ UNCH    2 0
 PU0120
 PU0120.Superseded values are not recommended for survey control.
 PU0120
 PU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0120.See file dsdata.pdf to determine how the superseded data were derived.
 PU0120
 PU0120_MARKER: DB = BENCH MARK DISK
 PU0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0120_STAMPING: P 391 1963
 PU0120_MARK LOGO: CGS
 PU0120_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0120+STABILITY: SURFACE MOTION
 PU0120
 PU0120  HISTORY     - Date     Condition        Report By
 PU0120  HISTORY     - 1963     MONUMENTED       CGS
 PU0120  HISTORY     - 1963     GOOD             CGS
 PU0120
 PU0120                          STATION DESCRIPTION
 PU0120
 PU0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0120'4.8 MI N FROM MARCUS.
 PU0120'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0120'POST OFFICE AT MARCUS, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU0120'ROAD, AT A JUNCTION OF A TRAIL ROAD LEADING EAST, IN SECTION 27,
 PU0120'T 9 N, R 15 E, 52 FEET EAST OF THE CENTER LINE OF THE ROAD, 12
 PU0120'FEET SOUTH OF A POWER POLE, 21 FEET EAST OF A FENCE CORNER, 1 1/2
 PU0120'FEET SOUTH OF A EAST-WEST SECTION LINE FENCE, 29 FEET NORTH OF
 PU0120'THE CENTER LINE OF THE TRAIL ROAD LEADING EAST, 1.4 FEET WEST OF
 PU0120'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0120'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU0120
 PU0120                          STATION RECOVERY (1963)
 PU0120
 PU0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0317 ***********************************************************************
 OT0317  DESIGNATION -  P 392
 OT0317  PID         -  OT0317
 OT0317  STATE/COUNTY-  SD/CUSTER
 OT0317  COUNTRY     -  US
 OT0317  USGS QUAD   -  HERMOSA (2017)
 OT0317
 OT0317                         *CURRENT SURVEY CONTROL
 OT0317  ______________________________________________________________________
 OT0317* NAD 83(1986) POSITION- 43 46 35.     (N) 103 12 27.     (W)   SCALED
 OT0317* NAVD 88 ORTHO HEIGHT -  1060.556 (meters)     3479.51  (feet) ADJUSTED
 OT0317  ______________________________________________________________________
 OT0317  GEOID HEIGHT    -        -16.055 (meters)                     GEOID18
 OT0317  DYNAMIC HEIGHT  -       1060.145 (meters)     3478.16  (feet) COMP
 OT0317  MODELED GRAVITY -    980,195.0   (mgal)                       NAVD 88
 OT0317
 OT0317  VERT ORDER      -  FIRST     CLASS II
 OT0317
 OT0317.The horizontal coordinates were scaled from a map and have
 OT0317.an estimated accuracy of +/- 6 seconds.
 OT0317
 OT0317.The orthometric height was determined by differential leveling and
 OT0317.adjusted by the NATIONAL GEODETIC SURVEY
 OT0317.in June 1991.
 OT0317
 OT0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0317.GEOID18 height accuracy estimate available here.
 OT0317
 OT0317.Click photographs - Photos may exist for this station.
 OT0317
 OT0317.The dynamic height is computed by dividing the NAVD 88
 OT0317.geopotential number by the normal gravity value computed on the
 OT0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0317.degrees latitude (g = 980.6199 gals.).
 OT0317
 OT0317.The modeled gravity was interpolated from observed gravity values.
 OT0317
 OT0317;                    North         East    Units  Estimated Accuracy
 OT0317;SPC SD S     -   164,310.      368,680.      MT  (+/- 180 meters Scaled)
 OT0317
 OT0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ442485(NAD 83)
 OT0317
 OT0317                          SUPERSEDED SURVEY CONTROL
 OT0317
 OT0317  NGVD 29 (??/??/92) 1060.051  (m)         3477.85   (f) ADJ UNCH    1 2
 OT0317
 OT0317.Superseded values are not recommended for survey control.
 OT0317
 OT0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0317.See file dsdata.pdf to determine how the superseded data were derived.
 OT0317
 OT0317_MARKER: DB = BENCH MARK DISK
 OT0317_SETTING: 66 = SET IN ROCK OUTCROP
 OT0317_STAMPING: P 392 1963
 OT0317_MARK LOGO: CGS
 OT0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0317+STABILITY: POSITION/ELEVATION WELL
 OT0317
 OT0317  HISTORY     - Date     Condition        Report By
 OT0317  HISTORY     - 1963     MONUMENTED       CGS
 OT0317
 OT0317                          STATION DESCRIPTION
 OT0317
 OT0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0317'5 MI S FROM HERMOSA.
 OT0317'ABOUT 5.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0317'FROM THE STATION AT HERMOSA, 32 FEET SOUTHWEST OF THE SOUTHWEST
 OT0317'RAIL, 28 FEET EAST OF THE 9TH POLE SOUTHEAST OF MILE POST 74,
 OT0317'14 1/2 FEET NORTHEAST OF A FENCE, 12.0 FEET SOUTHEAST OF A
 OT0317'METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACKS,
 OT0317'AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0181 ***********************************************************************
 PU0181  DESIGNATION -  P 393
 PU0181  PID         -  PU0181
 PU0181  STATE/COUNTY-  SD/MEADE
 PU0181  COUNTRY     -  US
 PU0181  USGS QUAD   -  PLAINVIEW (2017)
 PU0181
 PU0181                         *CURRENT SURVEY CONTROL
 PU0181  ______________________________________________________________________
 PU0181* NAD 83(1986) POSITION- 44 35 20.     (N) 102 09 40.     (W)   SCALED
 PU0181* NAVD 88 ORTHO HEIGHT -   716.859 (meters)     2351.89  (feet) ADJUSTED
 PU0181  ______________________________________________________________________
 PU0181  GEOID HEIGHT    -        -19.509 (meters)                     GEOID18
 PU0181  DYNAMIC HEIGHT  -        716.690 (meters)     2351.34  (feet) COMP
 PU0181  MODELED GRAVITY -    980,358.2   (mgal)                       NAVD 88
 PU0181
 PU0181  VERT ORDER      -  SECOND    CLASS 0
 PU0181
 PU0181.The horizontal coordinates were scaled from a map and have
 PU0181.an estimated accuracy of +/- 6 seconds.
 PU0181
 PU0181.The orthometric height was determined by differential leveling and
 PU0181.adjusted by the NATIONAL GEODETIC SURVEY
 PU0181.in June 1991.
 PU0181
 PU0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0181.GEOID18 height accuracy estimate available here.
 PU0181
 PU0181.Click photographs - Photos may exist for this station.
 PU0181
 PU0181.The dynamic height is computed by dividing the NAVD 88
 PU0181.geopotential number by the normal gravity value computed on the
 PU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0181.degrees latitude (g = 980.6199 gals.).
 PU0181
 PU0181.The modeled gravity was interpolated from observed gravity values.
 PU0181
 PU0181;                    North         East    Units  Estimated Accuracy
 PU0181;SPC SD N     -    86,250.      428,410.      MT  (+/- 180 meters Scaled)
 PU0181
 PU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253412(NAD 83)
 PU0181
 PU0181                          SUPERSEDED SURVEY CONTROL
 PU0181
 PU0181  NGVD 29 (??/??/92)  716.401  (m)         2350.39   (f) ADJ UNCH    2 0
 PU0181
 PU0181.Superseded values are not recommended for survey control.
 PU0181
 PU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0181.See file dsdata.pdf to determine how the superseded data were derived.
 PU0181
 PU0181_MARKER: DB = BENCH MARK DISK
 PU0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0181_SP_SET: CULVERT HEADWALL
 PU0181_STAMPING: P 393 1963
 PU0181_MARK LOGO: CGS
 PU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0181+STABILITY: SURFACE MOTION
 PU0181
 PU0181  HISTORY     - Date     Condition        Report By
 PU0181  HISTORY     - 1963     MONUMENTED       CGS
 PU0181
 PU0181                          STATION DESCRIPTION
 PU0181
 PU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0181'1 MI S FROM PLAINVIEW.
 PU0181'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0181'POST OFFICE AT PLAINVIEW, 140 FEET SOUTH OF THE CENTER LINE
 PU0181'OF A DIRT ROAD LEADING WEST, 18 1/2 FEET WEST OF THE CENTER
 PU0181'LINE OF A GRAVELED ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU0181'THE TOP AND CENTER OF THE WEST CONCRETE HEADWALL OF A DOUBLE
 PU0181'CHANNEL CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0279 ***********************************************************************
 PU0279  DESIGNATION -  P 394
 PU0279  PID         -  PU0279
 PU0279  STATE/COUNTY-  SD/MEADE
 PU0279  COUNTRY     -  US
 PU0279  USGS QUAD   -  HOWES (2017)
 PU0279
 PU0279                         *CURRENT SURVEY CONTROL
 PU0279  ______________________________________________________________________
 PU0279* NAD 83(1986) POSITION- 44 33 51.     (N) 102 00 17.     (W)   SCALED
 PU0279* NAVD 88 ORTHO HEIGHT -   679.204 (meters)     2228.36  (feet) ADJUSTED
 PU0279  ______________________________________________________________________
 PU0279  GEOID HEIGHT    -        -19.987 (meters)                     GEOID18
 PU0279  DYNAMIC HEIGHT  -        679.049 (meters)     2227.85  (feet) COMP
 PU0279  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 PU0279
 PU0279  VERT ORDER      -  SECOND    CLASS 0
 PU0279
 PU0279.The horizontal coordinates were scaled from a map and have
 PU0279.an estimated accuracy of +/- 6 seconds.
 PU0279
 PU0279.The orthometric height was determined by differential leveling and
 PU0279.adjusted by the NATIONAL GEODETIC SURVEY
 PU0279.in June 1991.
 PU0279
 PU0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0279.GEOID18 height accuracy estimate available here.
 PU0279
 PU0279.Click photographs - Photos may exist for this station.
 PU0279
 PU0279.The dynamic height is computed by dividing the NAVD 88
 PU0279.geopotential number by the normal gravity value computed on the
 PU0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0279.degrees latitude (g = 980.6199 gals.).
 PU0279
 PU0279.The modeled gravity was interpolated from observed gravity values.
 PU0279
 PU0279;                    North         East    Units  Estimated Accuracy
 PU0279;SPC SD N     -    83,180.      440,760.      MT  (+/- 180 meters Scaled)
 PU0279
 PU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK378389(NAD 83)
 PU0279
 PU0279                          SUPERSEDED SURVEY CONTROL
 PU0279
 PU0279  NGVD 29 (??/??/92)  678.752  (m)         2226.87   (f) ADJ UNCH    2 0
 PU0279
 PU0279.Superseded values are not recommended for survey control.
 PU0279
 PU0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0279.See file dsdata.pdf to determine how the superseded data were derived.
 PU0279
 PU0279_MARKER: DB = BENCH MARK DISK
 PU0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0279_STAMPING: P 394 1963
 PU0279_MARK LOGO: CGS
 PU0279_PROJECTION: FLUSH
 PU0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0279+STABILITY: SURFACE MOTION
 PU0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0279+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2010
 PU0279
 PU0279  HISTORY     - Date     Condition        Report By
 PU0279  HISTORY     - 1963     MONUMENTED       CGS
 PU0279  HISTORY     - 20100831 GOOD             USGS
 PU0279
 PU0279                          STATION DESCRIPTION
 PU0279
 PU0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0279'5.1 MI SE FROM HOWES.
 PU0279'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0279'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0279'AND 34, THENCE 4.55 MILES SOUTHEAST ALONG A GRAVELED ROAD, ABOUT
 PU0279'MIDWAY UP A LONG HILL, 26 FEET NORTHEAST OF THE CENTER LINE OF
 PU0279'THE ROAD, 130 1/2 FEET NORTHWEST OF THE NORTHWEST END OF A GUARD
 PU0279'RAILING, 2 1/2 FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A
 PU0279'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU0279'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PU0279
 PU0279                          STATION RECOVERY (2010)
 PU0279
 PU0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2010 (RFT)
 PU0279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2408 ***********************************************************************
 PU2408  DESIGNATION -  P 395 RESET
 PU2408  PID         -  PU2408
 PU2408  STATE/COUNTY-  SD/MEADE
 PU2408  COUNTRY     -  US
 PU2408  USGS QUAD   -  AVANCE SE (2017)
 PU2408
 PU2408                         *CURRENT SURVEY CONTROL
 PU2408  ______________________________________________________________________
 PU2408* NAD 83(1986) POSITION- 44 48 25.     (N) 102 03 19.     (W)   SCALED
 PU2408* NAVD 88 ORTHO HEIGHT -   714.114 (meters)     2342.89  (feet) ADJUSTED
 PU2408  ______________________________________________________________________
 PU2408  GEOID HEIGHT    -        -19.712 (meters)                     GEOID18
 PU2408  DYNAMIC HEIGHT  -        713.960 (meters)     2342.38  (feet) COMP
 PU2408  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 PU2408
 PU2408  VERT ORDER      -  FIRST     CLASS II
 PU2408
 PU2408.The horizontal coordinates were scaled from a map and have
 PU2408.an estimated accuracy of +/- 6 seconds.
 PU2408
 PU2408.The orthometric height was determined by differential leveling and
 PU2408.adjusted by the NATIONAL GEODETIC SURVEY
 PU2408.in July 1998.
 PU2408
 PU2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2408.GEOID18 height accuracy estimate available here.
 PU2408
 PU2408.Click photographs - Photos may exist for this station.
 PU2408
 PU2408.The dynamic height is computed by dividing the NAVD 88
 PU2408.geopotential number by the normal gravity value computed on the
 PU2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2408.degrees latitude (g = 980.6199 gals.).
 PU2408
 PU2408.The modeled gravity was interpolated from observed gravity values.
 PU2408
 PU2408;                    North         East    Units  Estimated Accuracy
 PU2408;SPC SD N     -   110,250.      437,430.      MT  (+/- 180 meters Scaled)
 PU2408
 PU2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK328657(NAD 83)
 PU2408
 PU2408                          SUPERSEDED SURVEY CONTROL
 PU2408
 PU2408  NGVD 29 (04/17/07)  713.63   (m)         2341.3    (f) RESET       3  
 PU2408
 PU2408.Superseded values are not recommended for survey control.
 PU2408
 PU2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2408.See file dsdata.pdf to determine how the superseded data were derived.
 PU2408
 PU2408_MARKER: DV = VERTICAL CONTROL DISK
 PU2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2408_STAMPING: P 395 RESET 1988
 PU2408_MARK LOGO: NGS
 PU2408_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2408+STABILITY: SURFACE MOTION
 PU2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2408+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2408
 PU2408  HISTORY     - Date     Condition        Report By
 PU2408  HISTORY     - 1988     MONUMENTED       NGS
 PU2408  HISTORY     - 19960711 GOOD             NGS
 PU2408
 PU2408                          STATION DESCRIPTION
 PU2408
 PU2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2408'21.5 KM (13.35 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2408'WITH STATE HIGHWAY 34 AT HOWES, 0.1 KM (0.05 MI) SOUTH OF AN
 PU2408'APPROACH, 29.5 M (96.8 FT) EAST FROM THE CENTER OF 73, 1 M (3.3 FT)
 PU2408'WEST FROM A FENCE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST, SET IN
 PU2408'THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
 PU2408
 PU2408                          STATION RECOVERY (1996)
 PU2408
 PU2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2408'21.3 KM (13.25 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2408'OF STATE HIGHWAY 34 IN HOWES, 589.0 M (1932.4 FT) NORTH OF MILEPOST
 PU2408'159, 61.5 M (201.8 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND
 PU2408'GATE, 29.5 M (96.8 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 PU2408'ABOVE THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) WEST OF A FENCE, 0.3 M
 PU2408'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PU2408'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0374 ***********************************************************************
 OT0374  DESIGNATION -  P 396
 OT0374  PID         -  OT0374
 OT0374  STATE/COUNTY-  SD/FALL RIVER
 OT0374  COUNTRY     -  US
 OT0374  USGS QUAD   -  HOT SPRINGS (2017)
 OT0374
 OT0374                         *CURRENT SURVEY CONTROL
 OT0374  ______________________________________________________________________
 OT0374* NAD 83(1986) POSITION- 43 26 32.     (N) 103 29 15.     (W)   SCALED
 OT0374* NAVD 88 ORTHO HEIGHT -  1070.308 (meters)     3511.50  (feet) POSTED
 OT0374  ______________________________________________________________________
 OT0374  GEOID HEIGHT    -        -15.478 (meters)                     GEOID18
 OT0374  DYNAMIC HEIGHT  -       1069.86  (meters)     3510.0   (feet) COMP
 OT0374  MODELED GRAVITY -    980,167.7   (mgal)                       NAVD 88
 OT0374
 OT0374  VERT ORDER      -  * POSTED, SEE BELOW
 OT0374
 OT0374.The horizontal coordinates were scaled from a map and have
 OT0374.an estimated accuracy of +/- 6 seconds.
 OT0374
 OT0374.The orthometric height was determined by differential leveling
 OT0374.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0374
 OT0374.* This is a POSTED BENCH MARK height.
 OT0374
 OT0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0374.GEOID18 height accuracy estimate available here.
 OT0374
 OT0374.Click photographs - Photos may exist for this station.
 OT0374
 OT0374.The dynamic height is computed by dividing the NAVD 88
 OT0374.geopotential number by the normal gravity value computed on the
 OT0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0374.degrees latitude (g = 980.6199 gals.).
 OT0374
 OT0374.The modeled gravity was interpolated from observed gravity values.
 OT0374
 OT0374;                    North         East    Units  Estimated Accuracy
 OT0374;SPC SD S     -   128,040.      344,740.      MT  (+/- 180 meters Scaled)
 OT0374
 OT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ223110(NAD 83)
 OT0374
 OT0374                          SUPERSEDED SURVEY CONTROL
 OT0374
 OT0374  NGVD 29 (??/??/92) 1069.805  (m)         3509.85   (f) ADJ UNCH    1 2
 OT0374
 OT0374.Superseded values are not recommended for survey control.
 OT0374
 OT0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0374.See file dsdata.pdf to determine how the superseded data were derived.
 OT0374
 OT0374_MARKER: DB = BENCH MARK DISK
 OT0374_SETTING: 66 = SET IN ROCK OUTCROP
 OT0374_STAMPING: P 396 1963
 OT0374_MARK LOGO: CGS
 OT0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0374+STABILITY: POSITION/ELEVATION WELL
 OT0374
 OT0374  HISTORY     - Date     Condition        Report By
 OT0374  HISTORY     - 1963     MONUMENTED       CGS
 OT0374
 OT0374                          STATION DESCRIPTION
 OT0374
 OT0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0374'1.6 MI NW FROM HOT SPRINGS.
 OT0374'0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE HIGHWAY 87
 OT0374'FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE NORTHWEST
 OT0374'ALONG NORTH RIVER STREET, THENCE 0.5 MILE WEST ALONG THE CHICAGO,
 OT0374'BURLINGTON AND QUINCY RAILROAD, IN SECTION 14, T 7 S, R 5 E,
 OT0374'ABOUT 0.2 MILE NORTHEAST OF MILE POST 12, 100 YARDS SOUTH OF THE
 OT0374'WEST END OF A TRESTLE, SET IN THE TOP OF A ROCK OUTCROP AT THE
 OT0374'FOOT OF A HIGH CLIFF, 207 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 OT0374'14 FEET SOUTHEAST OF THE EDGE OF THE SOUTHEAST BANK OF A CREEK,
 OT0374'2.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 OT0374'LEVEL OF THE RAILS, AND SET IN THE TOP OF A ROCK OUTCROP AT THE
 OT0374'FOOT OF A HIGH CLIFF AND ON THE SOUTHEAST BANK OF A CREEK FLUSH
 OT0374'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0824 ***********************************************************************
 OT0824  DESIGNATION -  P 4 RESET
 OT0824  PID         -  OT0824
 OT0824  STATE/COUNTY-  SD/FALL RIVER
 OT0824  COUNTRY     -  US
 OT0824  USGS QUAD   -  PROVO (2017)
 OT0824
 OT0824                         *CURRENT SURVEY CONTROL
 OT0824  ______________________________________________________________________
 OT0824* NAD 83(1986) POSITION- 43 13 10.     (N) 103 51 50.     (W)   SCALED
 OT0824* NAVD 88 ORTHO HEIGHT -  1109.15  (meters)     3638.9   (feet) RESET
 OT0824  ______________________________________________________________________
 OT0824  GEOID HEIGHT    -        -15.160 (meters)                     GEOID18
 OT0824  VERT ORDER      -  THIRD
 OT0824
 OT0824.The horizontal coordinates were scaled from a map and have
 OT0824.an estimated accuracy of +/- 6 seconds.
 OT0824
 OT0824.The orthometric height was computed from unverified reset data.
 OT0824
 OT0824.No vertical observational check was made to the station.
 OT0824
 OT0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0824.GEOID18 height accuracy estimate available here.
 OT0824
 OT0824.Click photographs - Photos may exist for this station.
 OT0824
 OT0824;                    North         East    Units  Estimated Accuracy
 OT0824;SPC SD S     -   104,540.      313,250.      MT  (+/- 180 meters Scaled)
 OT0824
 OT0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH922858(NAD 83)
 OT0824
 OT0824                          SUPERSEDED SURVEY CONTROL
 OT0824
 OT0824  NGVD 29 (04/17/07) 1108.60   (m)         3637.1    (f) RESET       3  
 OT0824
 OT0824.Superseded values are not recommended for survey control.
 OT0824
 OT0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0824.See file dsdata.pdf to determine how the superseded data were derived.
 OT0824
 OT0824_MARKER: DV = VERTICAL CONTROL DISK
 OT0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0824_STAMPING: P 4 RESET 1990
 OT0824_MARK LOGO: NGS
 OT0824_PROJECTION: FLUSH
 OT0824_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0824+STABILITY: SURFACE MOTION
 OT0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0824+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OT0824
 OT0824  HISTORY     - Date     Condition        Report By
 OT0824  HISTORY     - 1990     MONUMENTED       NGS
 OT0824
 OT0824                          STATION DESCRIPTION
 OT0824
 OT0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OT0824'4.02 KM (2.50 MI) NORTH ALONG STATE HIGHWAY 471 FROM PROVO, THEN 1.6
 OT0824'KM (1.0 MI) WEST ALONG A RANCH ROAD, AT THE SOUTHWEST CORNER OF THE
 OT0824'EDGEMONT DUMP, 70 M (229.7 FT) SOUTH FROM THE SOUTH EDGE OF A WASHED
 OT0824'OUT DITCH, 50 M (164.0 FT) EAST FROM THE RAILWAY RIGHT-OF-WAY FENCE,
 OT0824'100 M (328.1 FT) SOUTH FROM THE SOUTH END OF THE EDGEMONT DUMP
 OT0824'SIDING, 0.3 M (1.0 FT) NORTH FROM A WITNESS POST, IN THE TOP OF A 50
 OT0824'CM CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0824 ***********************************************************************
 PU0824  DESIGNATION -  P 401
 PU0824  PID         -  PU0824
 PU0824  STATE/COUNTY-  SD/MEADE
 PU0824  COUNTRY     -  US
 PU0824  USGS QUAD   -  UNION CENTER (2017)
 PU0824
 PU0824                         *CURRENT SURVEY CONTROL
 PU0824  ______________________________________________________________________
 PU0824* NAD 83(1986) POSITION- 44 35 25.     (N) 102 39 44.     (W)   SCALED
 PU0824* NAVD 88 ORTHO HEIGHT -   931.049 (meters)     3054.62  (feet) ADJUSTED
 PU0824  ______________________________________________________________________
 PU0824  GEOID HEIGHT    -        -18.152 (meters)                     GEOID18
 PU0824  DYNAMIC HEIGHT  -        930.789 (meters)     3053.76  (feet) COMP
 PU0824  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 PU0824
 PU0824  VERT ORDER      -  SECOND    CLASS 0
 PU0824
 PU0824.The horizontal coordinates were scaled from a map and have
 PU0824.an estimated accuracy of +/- 6 seconds.
 PU0824
 PU0824.The orthometric height was determined by differential leveling and
 PU0824.adjusted by the NATIONAL GEODETIC SURVEY
 PU0824.in June 1991.
 PU0824
 PU0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0824.GEOID18 height accuracy estimate available here.
 PU0824
 PU0824.Click photographs - Photos may exist for this station.
 PU0824
 PU0824.The dynamic height is computed by dividing the NAVD 88
 PU0824.geopotential number by the normal gravity value computed on the
 PU0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0824.degrees latitude (g = 980.6199 gals.).
 PU0824
 PU0824.The modeled gravity was interpolated from observed gravity values.
 PU0824
 PU0824;                    North         East    Units  Estimated Accuracy
 PU0824;SPC SD N     -    87,590.      388,650.      MT  (+/- 180 meters Scaled)
 PU0824
 PU0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK855400(NAD 83)
 PU0824
 PU0824                          SUPERSEDED SURVEY CONTROL
 PU0824
 PU0824  NGVD 29 (??/??/92)  930.560  (m)         3053.01   (f) ADJ UNCH    2 0
 PU0824
 PU0824.Superseded values are not recommended for survey control.
 PU0824
 PU0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0824.See file dsdata.pdf to determine how the superseded data were derived.
 PU0824
 PU0824_MARKER: DB = BENCH MARK DISK
 PU0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0824_STAMPING: P 401 1962
 PU0824_MARK LOGO: CGS
 PU0824_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0824+STABILITY: SURFACE MOTION
 PU0824
 PU0824  HISTORY     - Date     Condition        Report By
 PU0824  HISTORY     - 1962     MONUMENTED       CGS
 PU0824
 PU0824                          STATION DESCRIPTION
 PU0824
 PU0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0824'2.1 MI N FROM UNION CENTER.
 PU0824'2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU0824'STATE HIGHWAY 34 AT UNION CENTER, 41 FEET WEST OF THE CENTER
 PU0824'LINE OF THE ROAD, 75 FEET WEST-NORTHWEST AND ACROSS THE ROAD
 PU0824'FROM T JUNCTION POWER POLE 2A-29 WITH 4 GUY WIRES, 21 FEET
 PU0824'NORTH-NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A T
 PU0824'JUNCTION FENCE CORNER POST, 1.7 FEET EAST OF A FENCE, 2.2
 PU0824'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU0824'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PU0824'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1030 ***********************************************************************
 PU1030  DESIGNATION -  P 402
 PU1030  PID         -  PU1030
 PU1030  STATE/COUNTY-  SD/MEADE
 PU1030  COUNTRY     -  US
 PU1030  USGS QUAD   -  OPAL WEST (2017)
 PU1030
 PU1030                         *CURRENT SURVEY CONTROL
 PU1030  ______________________________________________________________________
 PU1030* NAD 83(1986) POSITION- 44 59 39.     (N) 102 31 33.     (W)   SCALED
 PU1030* NAVD 88 ORTHO HEIGHT -   876.869 (meters)     2876.86  (feet) ADJUSTED
 PU1030  ______________________________________________________________________
 PU1030  GEOID HEIGHT    -        -18.197 (meters)                     GEOID18
 PU1030  DYNAMIC HEIGHT  -        876.681 (meters)     2876.24  (feet) COMP
 PU1030  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 PU1030
 PU1030  VERT ORDER      -  SECOND    CLASS 0
 PU1030
 PU1030.The horizontal coordinates were scaled from a map and have
 PU1030.an estimated accuracy of +/- 6 seconds.
 PU1030
 PU1030.The orthometric height was determined by differential leveling and
 PU1030.adjusted by the NATIONAL GEODETIC SURVEY
 PU1030.in June 1991.
 PU1030
 PU1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1030.GEOID18 height accuracy estimate available here.
 PU1030
 PU1030.Click photographs - Photos may exist for this station.
 PU1030
 PU1030.The dynamic height is computed by dividing the NAVD 88
 PU1030.geopotential number by the normal gravity value computed on the
 PU1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1030.degrees latitude (g = 980.6199 gals.).
 PU1030
 PU1030.The modeled gravity was interpolated from observed gravity values.
 PU1030
 PU1030;                    North         East    Units  Estimated Accuracy
 PU1030;SPC SD N     -   132,100.      400,870.      MT  (+/- 180 meters Scaled)
 PU1030
 PU1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK950852(NAD 83)
 PU1030
 PU1030                          SUPERSEDED SURVEY CONTROL
 PU1030
 PU1030  NGVD 29 (??/??/92)  876.409  (m)         2875.35   (f) ADJ UNCH    2 0
 PU1030
 PU1030.Superseded values are not recommended for survey control.
 PU1030
 PU1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1030.See file dsdata.pdf to determine how the superseded data were derived.
 PU1030
 PU1030_MARKER: DB = BENCH MARK DISK
 PU1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1030_STAMPING: P 402 1962
 PU1030_MARK LOGO: CGS
 PU1030_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1030+STABILITY: SURFACE MOTION
 PU1030
 PU1030  HISTORY     - Date     Condition        Report By
 PU1030  HISTORY     - 1962     MONUMENTED       CGS
 PU1030  HISTORY     - 1963     GOOD             CGS
 PU1030
 PU1030                          STATION DESCRIPTION
 PU1030
 PU1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1030'4.2 MI SE FROM MAURINE.
 PU1030'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 12 FROM THE STORE AT
 PU1030'MAURINE, THENCE 3.55 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 PU1030'U.S. HIGHWAY 212, 25 FEET NORTH OF THE CENTER LINE OF THE
 PU1030'ROAD, 2 1/2 FEET SOUTH OF A SECTION LINE FENCE, 2.0 FEET EAST
 PU1030'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1030'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2426 ***********************************************************************
 PU2426  DESIGNATION -  P 403 RESET
 PU2426  PID         -  PU2426
 PU2426  STATE/COUNTY-  SD/MEADE
 PU2426  COUNTRY     -  US
 PU2426  USGS QUAD   -  OPAL WEST (2017)
 PU2426
 PU2426                         *CURRENT SURVEY CONTROL
 PU2426  ______________________________________________________________________
 PU2426* NAD 83(1986) POSITION- 44 57 20.     (N) 102 34 25.     (W)   SCALED
 PU2426* NAVD 88 ORTHO HEIGHT -   846.60  (meters)     2777.6   (feet) RESET
 PU2426  ______________________________________________________________________
 PU2426  GEOID HEIGHT    -        -18.112 (meters)                     GEOID18
 PU2426  VERT ORDER      -  THIRD
 PU2426
 PU2426.The horizontal coordinates were scaled from a map and have
 PU2426.an estimated accuracy of +/- 6 seconds.
 PU2426
 PU2426.The orthometric height was computed from unverified reset data.
 PU2426
 PU2426.No vertical observational check was made to the station.
 PU2426
 PU2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2426.GEOID18 height accuracy estimate available here.
 PU2426
 PU2426.Click photographs - Photos may exist for this station.
 PU2426
 PU2426;                    North         East    Units  Estimated Accuracy
 PU2426;SPC SD N     -   127,930.      396,970.      MT  (+/- 180 meters Scaled)
 PU2426
 PU2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK913808(NAD 83)
 PU2426
 PU2426                          SUPERSEDED SURVEY CONTROL
 PU2426
 PU2426  NGVD 29 (04/17/07)  846.14   (m)         2776.0    (f) RESET       3  
 PU2426
 PU2426.Superseded values are not recommended for survey control.
 PU2426
 PU2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2426.See file dsdata.pdf to determine how the superseded data were derived.
 PU2426
 PU2426_MARKER: DV = VERTICAL CONTROL DISK
 PU2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2426_STAMPING: P 403 RESET 1988
 PU2426_MARK LOGO: NGS
 PU2426_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2426+STABILITY: SURFACE MOTION
 PU2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2426+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2426
 PU2426  HISTORY     - Date     Condition        Report By
 PU2426  HISTORY     - 1988     MONUMENTED       NGS
 PU2426
 PU2426                          STATION DESCRIPTION
 PU2426
 PU2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2426'9 KM (5.60 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.HIGHWAY
 PU2426'212 IN MAURINE, 29.3 M (96.1 FT) WEST FROM THE ROAD CENTER, 0.3 M
 PU2426'(1 FT) EAST FROM A FENCE, 0.3 M (1.0 FT) EAST FROM A WITNESS, IN
 PU2426'THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0020 ***********************************************************************
 PU0020  DESIGNATION -  P 405
 PU0020  PID         -  PU0020
 PU0020  STATE/COUNTY-  SD/MEADE
 PU0020  COUNTRY     -  US
 PU0020  USGS QUAD   -  OPAL EAST (2017)
 PU0020
 PU0020                         *CURRENT SURVEY CONTROL
 PU0020  ______________________________________________________________________
 PU0020* NAD 83(1986) POSITION- 44 55 20.     (N) 102 27 06.     (W)   SCALED
 PU0020* NAVD 88 ORTHO HEIGHT -   803.192 (meters)     2635.14  (feet) ADJUSTED
 PU0020  ______________________________________________________________________
 PU0020  GEOID HEIGHT    -        -18.456 (meters)                     GEOID18
 PU0020  DYNAMIC HEIGHT  -        803.017 (meters)     2634.56  (feet) COMP
 PU0020  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 PU0020
 PU0020  VERT ORDER      -  SECOND    CLASS 0
 PU0020
 PU0020.The horizontal coordinates were scaled from a map and have
 PU0020.an estimated accuracy of +/- 6 seconds.
 PU0020
 PU0020.The orthometric height was determined by differential leveling and
 PU0020.adjusted by the NATIONAL GEODETIC SURVEY
 PU0020.in June 1991.
 PU0020
 PU0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0020.GEOID18 height accuracy estimate available here.
 PU0020
 PU0020.Click photographs - Photos may exist for this station.
 PU0020
 PU0020.The dynamic height is computed by dividing the NAVD 88
 PU0020.geopotential number by the normal gravity value computed on the
 PU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0020.degrees latitude (g = 980.6199 gals.).
 PU0020
 PU0020.The modeled gravity was interpolated from observed gravity values.
 PU0020
 PU0020;                    North         East    Units  Estimated Accuracy
 PU0020;SPC SD N     -   123,930.      406,470.      MT  (+/- 180 meters Scaled)
 PU0020
 PU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK011774(NAD 83)
 PU0020
 PU0020                          SUPERSEDED SURVEY CONTROL
 PU0020
 PU0020  NGVD 29 (??/??/92)  802.731  (m)         2633.63   (f) ADJ UNCH    2 0
 PU0020
 PU0020.Superseded values are not recommended for survey control.
 PU0020
 PU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0020.See file dsdata.pdf to determine how the superseded data were derived.
 PU0020
 PU0020_MARKER: DB = BENCH MARK DISK
 PU0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0020_STAMPING: P 405 1962
 PU0020_MARK LOGO: CGS
 PU0020_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0020+STABILITY: SURFACE MOTION
 PU0020
 PU0020  HISTORY     - Date     Condition        Report By
 PU0020  HISTORY     - 1962     MONUMENTED       CGS
 PU0020  HISTORY     - 1963     GOOD             CGS
 PU0020
 PU0020                          STATION DESCRIPTION
 PU0020
 PU0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0020'3.8 MI NE FROM OPAL.
 PU0020'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0020'POST OFFICE AT OPAL, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 PU0020'ROAD, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH
 PU0020'OF THE CENTER OF A WIRE GATE, 2 FEET WEST OF A FENCE, 2.2
 PU0020'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 PU0020'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0020'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2034 ***********************************************************************
 PU2034  DESIGNATION -  P 406
 PU2034  PID         -  PU2034
 PU2034  STATE/COUNTY-  SD/LAWRENCE
 PU2034  COUNTRY     -  US
 PU2034  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2034
 PU2034                         *CURRENT SURVEY CONTROL
 PU2034  ______________________________________________________________________
 PU2034* NAD 83(1986) POSITION- 44 30 35.     (N) 103 36 02.     (W)   SCALED
 PU2034* NAVD 88 ORTHO HEIGHT -  1024.834 (meters)     3362.31  (feet) ADJUSTED
 PU2034  ______________________________________________________________________
 PU2034  GEOID HEIGHT    -        -15.373 (meters)                     GEOID18
 PU2034  DYNAMIC HEIGHT  -       1024.516 (meters)     3361.27  (feet) COMP
 PU2034  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 PU2034
 PU2034  VERT ORDER      -  SECOND    CLASS 0
 PU2034
 PU2034.The horizontal coordinates were scaled from a map and have
 PU2034.an estimated accuracy of +/- 6 seconds.
 PU2034
 PU2034.The orthometric height was determined by differential leveling and
 PU2034.adjusted by the NATIONAL GEODETIC SURVEY
 PU2034.in June 1991.
 PU2034
 PU2034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2034.GEOID18 height accuracy estimate available here.
 PU2034
 PU2034.Click photographs - Photos may exist for this station.
 PU2034
 PU2034.The dynamic height is computed by dividing the NAVD 88
 PU2034.geopotential number by the normal gravity value computed on the
 PU2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2034.degrees latitude (g = 980.6199 gals.).
 PU2034
 PU2034.The modeled gravity was interpolated from observed gravity values.
 PU2034
 PU2034;                    North         East    Units  Estimated Accuracy
 PU2034;SPC SD N     -    81,530.      313,800.      MT  (+/- 180 meters Scaled)
 PU2034
 PU2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK112294(NAD 83)
 PU2034
 PU2034                          SUPERSEDED SURVEY CONTROL
 PU2034
 PU2034  NGVD 29 (??/??/92) 1024.316  (m)         3360.61   (f) ADJ UNCH    2 0
 PU2034
 PU2034.Superseded values are not recommended for survey control.
 PU2034
 PU2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2034.See file dsdata.pdf to determine how the superseded data were derived.
 PU2034
 PU2034_MARKER: DB = BENCH MARK DISK
 PU2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2034_STAMPING: P 406 1962
 PU2034_MARK LOGO: CGS
 PU2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2034+STABILITY: SURFACE MOTION
 PU2034
 PU2034  HISTORY     - Date     Condition        Report By
 PU2034  HISTORY     - 1962     MONUMENTED       CGS
 PU2034
 PU2034                          STATION DESCRIPTION
 PU2034
 PU2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2034'4.4 MI NE FROM WHITEWOOD.
 PU2034'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2034'RAILWAY STATION AT WHITEWOOD, THENCE 4.2 MILES NORTHEAST ALONG
 PU2034'A ROAD, 0.05 MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY NORTH
 PU2034'TO A RANCH HOUSE, 36 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 PU2034'THE ROAD, 47.8 FEET SOUTH OF THE SOUTH END OF THE SOUTH WING
 PU2034'WALL OF A 4 X 6-FOOT CONCRETE BOX CONCRETE CULVERT, 12 FEET
 PU2034'SOUTHWEST OF THE CENTER OF A WIRE GATE, 2.0 FEET NORTHWEST OF A
 PU2034'FENCE, 2 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 PU2034'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1459 ***********************************************************************
 PU1459  DESIGNATION -  P 407
 PU1459  PID         -  PU1459
 PU1459  STATE/COUNTY-  SD/MEADE
 PU1459  COUNTRY     -  US
 PU1459  USGS QUAD   -  FORT MEADE (2017)
 PU1459
 PU1459                         *CURRENT SURVEY CONTROL
 PU1459  ______________________________________________________________________
 PU1459* NAD 83(1986) POSITION- 44 25 39.     (N) 103 29 26.     (W)   SCALED
 PU1459* NAVD 88 ORTHO HEIGHT -  1010.749 (meters)     3316.10  (feet) ADJUSTED
 PU1459  ______________________________________________________________________
 PU1459  GEOID HEIGHT    -        -15.443 (meters)                     GEOID18
 PU1459  DYNAMIC HEIGHT  -       1010.429 (meters)     3315.05  (feet) COMP
 PU1459  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 PU1459
 PU1459  VERT ORDER      -  SECOND    CLASS 0
 PU1459
 PU1459.The horizontal coordinates were scaled from a map and have
 PU1459.an estimated accuracy of +/- 6 seconds.
 PU1459
 PU1459.The orthometric height was determined by differential leveling and
 PU1459.adjusted by the NATIONAL GEODETIC SURVEY
 PU1459.in June 1991.
 PU1459
 PU1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1459.GEOID18 height accuracy estimate available here.
 PU1459
 PU1459.Click photographs - Photos may exist for this station.
 PU1459
 PU1459.The dynamic height is computed by dividing the NAVD 88
 PU1459.geopotential number by the normal gravity value computed on the
 PU1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1459.degrees latitude (g = 980.6199 gals.).
 PU1459
 PU1459.The modeled gravity was interpolated from observed gravity values.
 PU1459
 PU1459;                    North         East    Units  Estimated Accuracy
 PU1459;SPC SD N     -    72,020.      322,140.      MT  (+/- 180 meters Scaled)
 PU1459
 PU1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK201204(NAD 83)
 PU1459
 PU1459                          SUPERSEDED SURVEY CONTROL
 PU1459
 PU1459  NGVD 29 (??/??/92) 1010.232  (m)         3314.40   (f) ADJ UNCH    2 0
 PU1459
 PU1459.Superseded values are not recommended for survey control.
 PU1459
 PU1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1459.See file dsdata.pdf to determine how the superseded data were derived.
 PU1459
 PU1459_MARKER: DB = BENCH MARK DISK
 PU1459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1459_SP_SET: BOX CULVERT HEADWALL
 PU1459_STAMPING: P 407 1962
 PU1459_MARK LOGO: CGS
 PU1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1459+STABILITY: SURFACE MOTION
 PU1459
 PU1459  HISTORY     - Date     Condition        Report By
 PU1459  HISTORY     - 1962     MONUMENTED       CGS
 PU1459
 PU1459                          STATION DESCRIPTION
 PU1459
 PU1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1459'2 MI NE FROM STURGIS.
 PU1459'2.0 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1459'IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING WALL OF A
 PU1459'4 X 8-FOOT CONCRETE BOX CULVERT, 17 FEET WEST OF THE CENTER LINE
 PU1459'OF THE ROAD, 40 FEET SOUTH OF THE CENTER OF A DRIVEWAY WEST TO
 PU1459'A HOUSE AND ABOUT 2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1154 ***********************************************************************
 PU1154  DESIGNATION -  P 408
 PU1154  PID         -  PU1154
 PU1154  STATE/COUNTY-  SD/MEADE
 PU1154  COUNTRY     -  US
 PU1154  USGS QUAD   -  VOLUNTEER (2017)
 PU1154
 PU1154                         *CURRENT SURVEY CONTROL
 PU1154  ______________________________________________________________________
 PU1154* NAD 83(1986) POSITION- 44 34 33.     (N) 103 13 52.     (W)   SCALED
 PU1154* NAVD 88 ORTHO HEIGHT -   825.526 (meters)     2708.41  (feet) ADJUSTED
 PU1154  ______________________________________________________________________
 PU1154  GEOID HEIGHT    -        -16.756 (meters)                     GEOID18
 PU1154  DYNAMIC HEIGHT  -        825.310 (meters)     2707.70  (feet) COMP
 PU1154  MODELED GRAVITY -    980,328.1   (mgal)                       NAVD 88
 PU1154
 PU1154  VERT ORDER      -  SECOND    CLASS 0
 PU1154
 PU1154.The horizontal coordinates were scaled from a map and have
 PU1154.an estimated accuracy of +/- 6 seconds.
 PU1154
 PU1154.The orthometric height was determined by differential leveling and
 PU1154.adjusted by the NATIONAL GEODETIC SURVEY
 PU1154.in June 1991.
 PU1154
 PU1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1154.GEOID18 height accuracy estimate available here.
 PU1154
 PU1154.Click photographs - Photos may exist for this station.
 PU1154
 PU1154.The dynamic height is computed by dividing the NAVD 88
 PU1154.geopotential number by the normal gravity value computed on the
 PU1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1154.degrees latitude (g = 980.6199 gals.).
 PU1154
 PU1154.The modeled gravity was interpolated from observed gravity values.
 PU1154
 PU1154;                    North         East    Units  Estimated Accuracy
 PU1154;SPC SD N     -    87,630.      343,440.      MT  (+/- 180 meters Scaled)
 PU1154
 PU1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK404373(NAD 83)
 PU1154
 PU1154                          SUPERSEDED SURVEY CONTROL
 PU1154
 PU1154  NGVD 29 (??/??/92)  825.046  (m)         2706.84   (f) ADJ UNCH    2 0
 PU1154
 PU1154.Superseded values are not recommended for survey control.
 PU1154
 PU1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1154.See file dsdata.pdf to determine how the superseded data were derived.
 PU1154
 PU1154_MARKER: DB = BENCH MARK DISK
 PU1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1154_STAMPING: P 408 1962
 PU1154_MARK LOGO: CGS
 PU1154_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1154+STABILITY: SURFACE MOTION
 PU1154
 PU1154  HISTORY     - Date     Condition        Report By
 PU1154  HISTORY     - 1962     MONUMENTED       CGS
 PU1154
 PU1154                          STATION DESCRIPTION
 PU1154
 PU1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1154'9.1 MI NW FROM VOLUNTEER.
 PU1154'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1154'VOLUNTEER, THENCE 1.1 MILES NORTHWEST, THENCE 3.65 MILES
 PU1154'NORTH, THENCE 2.45 MILES NORTHWEST ALONG ROADS, 1.05 MILES
 PU1154'SOUTHEAST OF BENCH MARK N 408, 29 FEET NORTH OF THE CENTER LINE
 PU1154'OF THE ROAD, 21 1/2 FEET EAST OF THE CENTER OF A WIRE GATE,
 PU1154'11 1/2 FEET EAST OF A FENCE CORNER POST AT THE JUNCTION OF
 PU1154'A FENCE LEADING NORTH, 2.3 FEET SOUTH OF A FENCE, 2.6 FEET
 PU1154'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 PU1154'OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU1154'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0684 ***********************************************************************
 PU0684  DESIGNATION -  P 409
 PU0684  PID         -  PU0684
 PU0684  STATE/COUNTY-  SD/MEADE
 PU0684  COUNTRY     -  US
 PU0684  USGS QUAD   -  HAYDRAW (2017)
 PU0684
 PU0684                         *CURRENT SURVEY CONTROL
 PU0684  ______________________________________________________________________
 PU0684* NAD 83(1986) POSITION- 44 25 14.     (N) 102 40 58.     (W)   SCALED
 PU0684* NAVD 88 ORTHO HEIGHT -   804.107 (meters)     2638.14  (feet) ADJUSTED
 PU0684  ______________________________________________________________________
 PU0684  GEOID HEIGHT    -        -18.218 (meters)                     GEOID18
 PU0684  DYNAMIC HEIGHT  -        803.889 (meters)     2637.43  (feet) COMP
 PU0684  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 PU0684
 PU0684  VERT ORDER      -  SECOND    CLASS 0
 PU0684
 PU0684.The horizontal coordinates were scaled from a map and have
 PU0684.an estimated accuracy of +/- 6 seconds.
 PU0684
 PU0684.The orthometric height was determined by differential leveling and
 PU0684.adjusted by the NATIONAL GEODETIC SURVEY
 PU0684.in June 1991.
 PU0684
 PU0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0684.GEOID18 height accuracy estimate available here.
 PU0684
 PU0684.Click photographs - Photos may exist for this station.
 PU0684
 PU0684.The dynamic height is computed by dividing the NAVD 88
 PU0684.geopotential number by the normal gravity value computed on the
 PU0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0684.degrees latitude (g = 980.6199 gals.).
 PU0684
 PU0684.The modeled gravity was interpolated from observed gravity values.
 PU0684
 PU0684;                    North         East    Units  Estimated Accuracy
 PU0684;SPC SD N     -    68,790.      386,390.      MT  (+/- 180 meters Scaled)
 PU0684
 PU0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK844211(NAD 83)
 PU0684
 PU0684                          SUPERSEDED SURVEY CONTROL
 PU0684
 PU0684  NGVD 29 (??/??/92)  803.636  (m)         2636.60   (f) ADJ UNCH    2 0
 PU0684
 PU0684.Superseded values are not recommended for survey control.
 PU0684
 PU0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0684.See file dsdata.pdf to determine how the superseded data were derived.
 PU0684
 PU0684_MARKER: DB = BENCH MARK DISK
 PU0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0684_STAMPING: P 409 1962
 PU0684_MARK LOGO: CGS
 PU0684_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0684+STABILITY: SURFACE MOTION
 PU0684
 PU0684  HISTORY     - Date     Condition        Report By
 PU0684  HISTORY     - 1962     MONUMENTED       CGS
 PU0684
 PU0684                          STATION DESCRIPTION
 PU0684
 PU0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0684'10.6 MI S FROM UNION CENTER.
 PU0684'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0684'CENTER, THENCE 9.95 MILES SOUTH ALONG A GRAVEL ROAD, 249 FEET
 PU0684'SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 PU0684'BARN, 32 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET
 PU0684'NORTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY EAST TO A RANCH
 PU0684'HOUSE, 2.5 FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 PU0684'WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PU0684'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0850 ***********************************************************************
 PU0850  DESIGNATION -  P 410
 PU0850  PID         -  PU0850
 PU0850  STATE/COUNTY-  SD/MEADE
 PU0850  COUNTRY     -  US
 PU0850  USGS QUAD   -  FAIRPOINT (2017)
 PU0850
 PU0850                         *CURRENT SURVEY CONTROL
 PU0850  ______________________________________________________________________
 PU0850* NAD 83(1986) POSITION- 44 44 54.     (N) 102 45 58.     (W)   SCALED
 PU0850* NAVD 88 ORTHO HEIGHT -   881.389 (meters)     2891.69  (feet) ADJUSTED
 PU0850  ______________________________________________________________________
 PU0850  GEOID HEIGHT    -        -17.762 (meters)                     GEOID18
 PU0850  DYNAMIC HEIGHT  -        881.176 (meters)     2890.99  (feet) COMP
 PU0850  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 PU0850
 PU0850  VERT ORDER      -  SECOND    CLASS 0
 PU0850
 PU0850.The horizontal coordinates were scaled from a map and have
 PU0850.an estimated accuracy of +/- 6 seconds.
 PU0850
 PU0850.The orthometric height was determined by differential leveling and
 PU0850.adjusted by the NATIONAL GEODETIC SURVEY
 PU0850.in June 1991.
 PU0850
 PU0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0850.GEOID18 height accuracy estimate available here.
 PU0850
 PU0850.Click photographs - Photos may exist for this station.
 PU0850
 PU0850.The dynamic height is computed by dividing the NAVD 88
 PU0850.geopotential number by the normal gravity value computed on the
 PU0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0850.degrees latitude (g = 980.6199 gals.).
 PU0850
 PU0850.The modeled gravity was interpolated from observed gravity values.
 PU0850
 PU0850;                    North         East    Units  Estimated Accuracy
 PU0850;SPC SD N     -   105,420.      381,000.      MT  (+/- 180 meters Scaled)
 PU0850
 PU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK768574(NAD 83)
 PU0850
 PU0850                          SUPERSEDED SURVEY CONTROL
 PU0850
 PU0850  NGVD 29 (??/??/92)  880.919  (m)         2890.15   (f) ADJ UNCH    2 0
 PU0850
 PU0850.Superseded values are not recommended for survey control.
 PU0850
 PU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0850.See file dsdata.pdf to determine how the superseded data were derived.
 PU0850
 PU0850_MARKER: DB = BENCH MARK DISK
 PU0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0850_STAMPING: P 410 1962
 PU0850_MARK LOGO: CGS
 PU0850_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0850+STABILITY: SURFACE MOTION
 PU0850
 PU0850  HISTORY     - Date     Condition        Report By
 PU0850  HISTORY     - 1962     MONUMENTED       CGS
 PU0850
 PU0850                          STATION DESCRIPTION
 PU0850
 PU0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0850'1.6 MI E FROM FAIRPOINT.
 PU0850'1.55 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0850'0.05 MILE WEST OF THE JUNCTION OF A DIRT ROAD NORTH, 61 FEET
 PU0850'NORTH OF THE CENTER LINE OF THE ROAD, 44 FEET EAST-NORTHEAST
 PU0850'OF A POWER POLE, 23 1/2 FEET NORTH OF A FENCE CORNER, 2 1/2
 PU0850'FEET NORTHWEST OF THE NORTH END OF A GATE, 2.0 FEET WEST OF A
 PU0850'FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0850'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0294 ***********************************************************************
 PU0294  DESIGNATION -  P 411
 PU0294  PID         -  PU0294
 PU0294  STATE/COUNTY-  SD/MEADE
 PU0294  COUNTRY     -  US
 PU0294  USGS QUAD   -  WHITE OWL (2017)
 PU0294
 PU0294                         *CURRENT SURVEY CONTROL
 PU0294  ______________________________________________________________________
 PU0294* NAD 83(1986) POSITION- 44 31 53.     (N) 102 29 45.     (W)   SCALED
 PU0294* NAVD 88 ORTHO HEIGHT -   857.403 (meters)     2813.00  (feet) ADJUSTED
 PU0294  ______________________________________________________________________
 PU0294  GEOID HEIGHT    -        -18.641 (meters)                     GEOID18
 PU0294  DYNAMIC HEIGHT  -        857.171 (meters)     2812.24  (feet) COMP
 PU0294  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 PU0294
 PU0294  VERT ORDER      -  SECOND    CLASS 0
 PU0294
 PU0294.The horizontal coordinates were scaled from a map and have
 PU0294.an estimated accuracy of +/- 6 seconds.
 PU0294
 PU0294.The orthometric height was determined by differential leveling and
 PU0294.adjusted by the NATIONAL GEODETIC SURVEY
 PU0294.in June 1991.
 PU0294
 PU0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0294.GEOID18 height accuracy estimate available here.
 PU0294
 PU0294.Click photographs - Photos may exist for this station.
 PU0294
 PU0294.The dynamic height is computed by dividing the NAVD 88
 PU0294.geopotential number by the normal gravity value computed on the
 PU0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0294.degrees latitude (g = 980.6199 gals.).
 PU0294
 PU0294.The modeled gravity was interpolated from observed gravity values.
 PU0294
 PU0294;                    North         East    Units  Estimated Accuracy
 PU0294;SPC SD N     -    80,630.      401,650.      MT  (+/- 180 meters Scaled)
 PU0294
 PU0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK989339(NAD 83)
 PU0294
 PU0294                          SUPERSEDED SURVEY CONTROL
 PU0294
 PU0294  NGVD 29 (??/??/92)  856.938  (m)         2811.47   (f) ADJ UNCH    2 0
 PU0294
 PU0294.Superseded values are not recommended for survey control.
 PU0294
 PU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0294.See file dsdata.pdf to determine how the superseded data were derived.
 PU0294
 PU0294_MARKER: DB = BENCH MARK DISK
 PU0294_SETTING: 66 = SET IN ROCK OUTCROP
 PU0294_STAMPING: P 411 1962
 PU0294_MARK LOGO: CGS
 PU0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0294+STABILITY: POSITION/ELEVATION WELL
 PU0294
 PU0294  HISTORY     - Date     Condition        Report By
 PU0294  HISTORY     - 1962     MONUMENTED       CGS
 PU0294  HISTORY     - 1963     GOOD             CGS
 PU0294
 PU0294                          STATION DESCRIPTION
 PU0294
 PU0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0294'6.4 MI SE FROM ENNING.
 PU0294'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0294'POST OFFICE AT ENNING, THENCE 3.35 MILES EAST ALONG A GRAVELED
 PU0294'ROAD, 0.3 MILE EAST OF A CATTLE GUARD, AT A SUMMIT OF A ROCK
 PU0294'KNOLL, 288 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 246 FEET
 PU0294'SOUTH-SOUTHWEST OF A POWER POLE, 4.5 FEET SOUTH OF A METAL
 PU0294'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0294'IN THE TOP OF A 5 FEET BY 9 FEET ROCK OUTCROP PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1241 ***********************************************************************
 PU1241  DESIGNATION -  P 412
 PU1241  PID         -  PU1241
 PU1241  STATE/COUNTY-  SD/BUTTE
 PU1241  COUNTRY     -  US
 PU1241  USGS QUAD   -  NEWELL (2017)
 PU1241
 PU1241                         *CURRENT SURVEY CONTROL
 PU1241  ______________________________________________________________________
 PU1241* NAD 83(1986) POSITION- 44 44 03.     (N) 103 22 38.     (W)   SCALED
 PU1241* NAVD 88 ORTHO HEIGHT -   866.368 (meters)     2842.41  (feet) ADJUSTED
 PU1241  ______________________________________________________________________
 PU1241  GEOID HEIGHT    -        -16.465 (meters)                     GEOID18
 PU1241  DYNAMIC HEIGHT  -        866.152 (meters)     2841.70  (feet) COMP
 PU1241  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 PU1241
 PU1241  VERT ORDER      -  FIRST     CLASS II
 PU1241
 PU1241.The horizontal coordinates were scaled from a map and have
 PU1241.an estimated accuracy of +/- 6 seconds.
 PU1241
 PU1241.The orthometric height was determined by differential leveling and
 PU1241.adjusted by the NATIONAL GEODETIC SURVEY
 PU1241.in July 1998.
 PU1241
 PU1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1241.GEOID18 height accuracy estimate available here.
 PU1241
 PU1241.Click photographs - Photos may exist for this station.
 PU1241
 PU1241.The dynamic height is computed by dividing the NAVD 88
 PU1241.geopotential number by the normal gravity value computed on the
 PU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1241.degrees latitude (g = 980.6199 gals.).
 PU1241
 PU1241.The modeled gravity was interpolated from observed gravity values.
 PU1241
 PU1241;                    North         East    Units  Estimated Accuracy
 PU1241;SPC SD N     -   105,680.      332,580.      MT  (+/- 180 meters Scaled)
 PU1241
 PU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK284547(NAD 83)
 PU1241
 PU1241                          SUPERSEDED SURVEY CONTROL
 PU1241
 PU1241  NAVD 88 (06/15/91)  866.392  (m)         2842.49   (f) SUPERSEDED  1 2
 PU1241  NGVD 29 (??/??/92)  865.918  (m)         2840.93   (f) ADJ UNCH    1 2
 PU1241
 PU1241.Superseded values are not recommended for survey control.
 PU1241
 PU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1241.See file dsdata.pdf to determine how the superseded data were derived.
 PU1241
 PU1241_MARKER: DB = BENCH MARK DISK
 PU1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1241_STAMPING: P 412 1963
 PU1241_MARK LOGO: CGS
 PU1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1241+STABILITY: SURFACE MOTION
 PU1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1241+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1241
 PU1241  HISTORY     - Date     Condition        Report By
 PU1241  HISTORY     - 1963     MONUMENTED       CGS
 PU1241  HISTORY     - 19951116 GOOD             NGS
 PU1241
 PU1241                          STATION DESCRIPTION
 PU1241
 PU1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1241'2.8 MI NE FROM NEWELL.
 PU1241'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1241'SCHOOL AT NEWELL, 168 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 PU1241'INTERSECTION, 72.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 PU1241'HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 PU1241'4.5 FEET SOUTHWEST OF A FENCE CORNER, 2.5 FEET SOUTHEAST OF A
 PU1241'FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET
 PU1241'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1241'POST PROJECTING 3 INCHES.
 PU1241
 PU1241                          STATION RECOVERY (1995)
 PU1241
 PU1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1241'4.3 KM (2.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1241'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, DIRECTLY UNDER A UTILITY LINE
 PU1241'CROSSING, 209.0 M (685.7 FT) SOUTHWEST OF MILEPOST 42, 22.2 M (72.8
 PU1241'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT) SOUTH OF THE
 PU1241'CENTER OF A GRAVELED ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PU1241'HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 PU1241'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0756 ***********************************************************************
 PU0756  DESIGNATION -  P 413
 PU0756  PID         -  PU0756
 PU0756  STATE/COUNTY-  SD/MEADE
 PU0756  COUNTRY     -  US
 PU0756  USGS QUAD   -  CAMP CREEK (2017)
 PU0756
 PU0756                         *CURRENT SURVEY CONTROL
 PU0756  ______________________________________________________________________
 PU0756* NAD 83(1986) POSITION- 44 54 29.     (N) 102 57 32.     (W)   SCALED
 PU0756* NAVD 88 ORTHO HEIGHT -   825.355 (meters)     2707.85  (feet) ADJUSTED
 PU0756  ______________________________________________________________________
 PU0756  GEOID HEIGHT    -        -17.298 (meters)                     GEOID18
 PU0756  DYNAMIC HEIGHT  -        825.177 (meters)     2707.27  (feet) COMP
 PU0756  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 PU0756
 PU0756  VERT ORDER      -  SECOND    CLASS 0
 PU0756
 PU0756.The horizontal coordinates were scaled from a map and have
 PU0756.an estimated accuracy of +/- 6 seconds.
 PU0756
 PU0756.The orthometric height was determined by differential leveling and
 PU0756.adjusted by the NATIONAL GEODETIC SURVEY
 PU0756.in June 1991.
 PU0756
 PU0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0756.GEOID18 height accuracy estimate available here.
 PU0756
 PU0756.Click photographs - Photos may exist for this station.
 PU0756
 PU0756.The dynamic height is computed by dividing the NAVD 88
 PU0756.geopotential number by the normal gravity value computed on the
 PU0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0756.degrees latitude (g = 980.6199 gals.).
 PU0756
 PU0756.The modeled gravity was interpolated from observed gravity values.
 PU0756
 PU0756;                    North         East    Units  Estimated Accuracy
 PU0756;SPC SD N     -   123,700.      366,390.      MT  (+/- 180 meters Scaled)
 PU0756
 PU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK611747(NAD 83)
 PU0756
 PU0756                          SUPERSEDED SURVEY CONTROL
 PU0756
 PU0756  NGVD 29 (??/??/92)  824.887  (m)         2706.32   (f) ADJ UNCH    2 0
 PU0756
 PU0756.Superseded values are not recommended for survey control.
 PU0756
 PU0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0756.See file dsdata.pdf to determine how the superseded data were derived.
 PU0756
 PU0756_MARKER: DB = BENCH MARK DISK
 PU0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0756_STAMPING: P 413 1963
 PU0756_MARK LOGO: CGS
 PU0756_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0756+STABILITY: SURFACE MOTION
 PU0756
 PU0756  HISTORY     - Date     Condition        Report By
 PU0756  HISTORY     - 1963     MONUMENTED       CGS
 PU0756
 PU0756                          STATION DESCRIPTION
 PU0756
 PU0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0756'4.4 MI N FROM SULPHUR.
 PU0756'ABOUT 1.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SULPHUR
 PU0756'STORE, THENCE 3.0 MILES NORTHWEST ALONG A GRAVELED ROAD, AT
 PU0756'THE JUNCTION OF A DIM TRACK ROAD LEADING WEST, 34 FEET SOUTHWEST
 PU0756'OF THE CENTERLINE OF THE GRAVELED ROAD, 53 FEET SOUTHEAST OF THE
 PU0756'CENTERLINE OF THE TRACK ROAD, 26 FEET SOUTH OF THE SOUTH CORNER
 PU0756'OF A CATTLE GUARD, 2.0 FEET WEST OF A FENCE, 1.0 FOOT NORTH
 PU0756'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 PU0756'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1086 ***********************************************************************
 PU1086  DESIGNATION -  P 414
 PU1086  PID         -  PU1086
 PU1086  STATE/COUNTY-  SD/BUTTE
 PU1086  COUNTRY     -  US
 PU1086  USGS QUAD   -  NEWELL LAKE (2017)
 PU1086
 PU1086                         *CURRENT SURVEY CONTROL
 PU1086  ______________________________________________________________________
 PU1086* NAD 83(1986) POSITION- 44 52 26.72   (N) 103 25 28.47   (W)   HD_HELD1
 PU1086* NAVD 88 ORTHO HEIGHT -   916.341 (meters)     3006.36  (feet) ADJUSTED
 PU1086  ______________________________________________________________________
 PU1086  GEOID HEIGHT    -        -16.407 (meters)                     GEOID18
 PU1086  DYNAMIC HEIGHT  -        916.115 (meters)     3005.62  (feet) COMP
 PU1086  MODELED GRAVITY -    980,339.5   (mgal)                       NAVD 88
 PU1086
 PU1086  VERT ORDER      -  SECOND    CLASS 0
 PU1086
 PU1086.The horizontal coordinates were determined by differentially corrected
 PU1086.hand held GPS observations or other comparable positioning techniques
 PU1086.and have an estimated accuracy of +/- 3 meters.
 PU1086
 PU1086.The orthometric height was determined by differential leveling and
 PU1086.adjusted by the NATIONAL GEODETIC SURVEY
 PU1086.in June 1991.
 PU1086
 PU1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1086.GEOID18 height accuracy estimate available here.
 PU1086
 PU1086.Click photographs - Photos may exist for this station.
 PU1086
 PU1086.The dynamic height is computed by dividing the NAVD 88
 PU1086.geopotential number by the normal gravity value computed on the
 PU1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1086.degrees latitude (g = 980.6199 gals.).
 PU1086
 PU1086.The modeled gravity was interpolated from observed gravity values.
 PU1086
 PU1086;                    North         East    Units  Estimated Accuracy
 PU1086;SPC SD N     -   121,373.3     329,488.3     MT  (+/- 3 meters HH1 GPS) 
 PU1086
 PU1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2443970170(NAD 83)
 PU1086
 PU1086                          SUPERSEDED SURVEY CONTROL
 PU1086
 PU1086  NGVD 29 (??/??/92)  915.865  (m)         3004.80   (f) ADJ UNCH    2 0
 PU1086
 PU1086.Superseded values are not recommended for survey control.
 PU1086
 PU1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1086.See file dsdata.pdf to determine how the superseded data were derived.
 PU1086
 PU1086_MARKER: DB = BENCH MARK DISK
 PU1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1086_STAMPING: P 414 1963
 PU1086_MARK LOGO: CGS
 PU1086_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1086+STABILITY: SURFACE MOTION
 PU1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1086+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1086
 PU1086  HISTORY     - Date     Condition        Report By
 PU1086  HISTORY     - 1963     MONUMENTED       CGS
 PU1086  HISTORY     - 20201022 GOOD             SDDT
 PU1086
 PU1086                          STATION DESCRIPTION
 PU1086
 PU1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1086'6.3 MI S FROM CASTLE ROCK.
 PU1086'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1086'OFFICE AT CASTLE ROCK, 98 FEET EAST OF THE CENTERLINE OF THE
 PU1086'HIGHWAY, 3.0 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2.0 FEET
 PU1086'WEST OF A NORTH-SOUTH FENCE, 2.0 FEET NORTH OF A METAL WITNESS
 PU1086'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 PU1086'CONCRETE POST PROJECTING 0.6 FOOT.
 PU1086
 PU1086                          STATION RECOVERY (2020)
 PU1086
 PU1086'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1903 ***********************************************************************
 PU1903  DESIGNATION -  P 415
 PU1903  PID         -  PU1903
 PU1903  STATE/COUNTY-  SD/BUTTE
 PU1903  COUNTRY     -  US
 PU1903  USGS QUAD   -  TWO TOP BUTTE WEST (2017)
 PU1903
 PU1903                         *CURRENT SURVEY CONTROL
 PU1903  ______________________________________________________________________
 PU1903* NAD 83(1986) POSITION- 44 54 21.     (N) 103 38 59.     (W)   SCALED
 PU1903* NAVD 88 ORTHO HEIGHT -   948.842 (meters)     3112.99  (feet) ADJUSTED
 PU1903  ______________________________________________________________________
 PU1903  GEOID HEIGHT    -        -16.052 (meters)                     GEOID18
 PU1903  DYNAMIC HEIGHT  -        948.603 (meters)     3112.21  (feet) COMP
 PU1903  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 PU1903
 PU1903  VERT ORDER      -  SECOND    CLASS 0
 PU1903
 PU1903.The horizontal coordinates were scaled from a map and have
 PU1903.an estimated accuracy of +/- 6 seconds.
 PU1903
 PU1903.The orthometric height was determined by differential leveling and
 PU1903.adjusted by the NATIONAL GEODETIC SURVEY
 PU1903.in June 1991.
 PU1903
 PU1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1903.GEOID18 height accuracy estimate available here.
 PU1903
 PU1903.Click photographs - Photos may exist for this station.
 PU1903
 PU1903.The dynamic height is computed by dividing the NAVD 88
 PU1903.geopotential number by the normal gravity value computed on the
 PU1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1903.degrees latitude (g = 980.6199 gals.).
 PU1903
 PU1903.The modeled gravity was interpolated from observed gravity values.
 PU1903
 PU1903;                    North         East    Units  Estimated Accuracy
 PU1903;SPC SD N     -   125,670.      311,870.      MT  (+/- 180 meters Scaled)
 PU1903
 PU1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK065733(NAD 83)
 PU1903
 PU1903                          SUPERSEDED SURVEY CONTROL
 PU1903
 PU1903  NGVD 29 (??/??/92)  948.355  (m)         3111.39   (f) ADJ UNCH    2 0
 PU1903
 PU1903.Superseded values are not recommended for survey control.
 PU1903
 PU1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1903.See file dsdata.pdf to determine how the superseded data were derived.
 PU1903
 PU1903_MARKER: DB = BENCH MARK DISK
 PU1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1903_STAMPING: P 415 1963
 PU1903_MARK LOGO: CGS
 PU1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1903+STABILITY: SURFACE MOTION
 PU1903
 PU1903  HISTORY     - Date     Condition        Report By
 PU1903  HISTORY     - 1963     MONUMENTED       CGS
 PU1903
 PU1903                          STATION DESCRIPTION
 PU1903
 PU1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1903'21.9 MI NW FROM NISLAND.
 PU1903'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1903'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1903'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1903'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1903'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1903'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1903'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1903'COUNTY ROAD, THENCE 10.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1903'191 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.3 FEET WEST OF A
 PU1903'T-JUNCTION OF FENCES, 1.5 FEET NORTH OF A METAL WITNESS POST,
 PU1903'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU1903'OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1276 ***********************************************************************
 PU1276  DESIGNATION -  P 416
 PU1276  PID         -  PU1276
 PU1276  STATE/COUNTY-  SD/BUTTE
 PU1276  COUNTRY     -  US
 PU1276  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1276
 PU1276                         *CURRENT SURVEY CONTROL
 PU1276  ______________________________________________________________________
 PU1276* NAD 83(1986) POSITION- 44 53 14.     (N) 103 05 32.     (W)   SCALED
 PU1276* NAVD 88 ORTHO HEIGHT -   870.148 (meters)     2854.81  (feet) ADJUSTED
 PU1276  ______________________________________________________________________
 PU1276  GEOID HEIGHT    -        -17.087 (meters)                     GEOID18
 PU1276  DYNAMIC HEIGHT  -        869.944 (meters)     2854.14  (feet) COMP
 PU1276  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 PU1276
 PU1276  VERT ORDER      -  FIRST     CLASS II
 PU1276
 PU1276.The horizontal coordinates were scaled from a map and have
 PU1276.an estimated accuracy of +/- 6 seconds.
 PU1276
 PU1276.The orthometric height was determined by differential leveling and
 PU1276.adjusted by the NATIONAL GEODETIC SURVEY
 PU1276.in July 1998.
 PU1276
 PU1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1276.GEOID18 height accuracy estimate available here.
 PU1276
 PU1276.Click photographs - Photos may exist for this station.
 PU1276
 PU1276.The dynamic height is computed by dividing the NAVD 88
 PU1276.geopotential number by the normal gravity value computed on the
 PU1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1276.degrees latitude (g = 980.6199 gals.).
 PU1276
 PU1276.The modeled gravity was interpolated from observed gravity values.
 PU1276
 PU1276;                    North         East    Units  Estimated Accuracy
 PU1276;SPC SD N     -   121,780.      355,780.      MT  (+/- 180 meters Scaled)
 PU1276
 PU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK506721(NAD 83)
 PU1276
 PU1276                          SUPERSEDED SURVEY CONTROL
 PU1276
 PU1276  NAVD 88 (06/15/91)  870.156  (m)         2854.84   (f) SUPERSEDED  1 2
 PU1276  NGVD 29 (??/??/92)  869.675  (m)         2853.26   (f) ADJ UNCH    1 2
 PU1276
 PU1276.Superseded values are not recommended for survey control.
 PU1276
 PU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1276.See file dsdata.pdf to determine how the superseded data were derived.
 PU1276
 PU1276_MARKER: DB = BENCH MARK DISK
 PU1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1276_STAMPING: P 416 1963
 PU1276_MARK LOGO: CGS
 PU1276_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1276+STABILITY: SURFACE MOTION
 PU1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1276+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2019
 PU1276
 PU1276  HISTORY     - Date     Condition        Report By
 PU1276  HISTORY     - 1963     MONUMENTED       CGS
 PU1276  HISTORY     - 19951116 GOOD             NGS
 PU1276  HISTORY     - 20190819 GOOD             SDDT
 PU1276
 PU1276                          STATION DESCRIPTION
 PU1276
 PU1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1276'20.4 MI NE FROM NEWELL.
 PU1276'ABOUT 20.4 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1276'SCHOOL AT NEWELL, AT THE JUNCTION OF A DRIVEWAY LEADING NORTHWEST
 PU1276'TO A LARGE PASTURE, 79 FEET NORTHWEST OF THE CENTERLINE OF THE
 PU1276'HIGHWAY, 36 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE ACROSS
 PU1276'THE DRIVEWAY, 2.0 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST
 PU1276'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PU1276'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1276
 PU1276                          STATION RECOVERY (1995)
 PU1276
 PU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1276'21.7 KM (13.50 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1276'OFFICE IN MUD BUTTE, 786.0 M (2578.7 FT) NORTHEAST OF MILEPOST 59,
 PU1276'24.6 M (80.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT)
 PU1276'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT)
 PU1276'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 PU1276'POST, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND THE MONUMENT PROJECTS
 PU1276'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1276
 PU1276                          STATION RECOVERY (2019)
 PU1276
 PU1276'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 PU1276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1329 ***********************************************************************
 PU1329  DESIGNATION -  P 417
 PU1329  PID         -  PU1329
 PU1329  STATE/COUNTY-  SD/BUTTE
 PU1329  COUNTRY     -  US
 PU1329  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1329
 PU1329                         *CURRENT SURVEY CONTROL
 PU1329  ______________________________________________________________________
 PU1329* NAD 83(1986) POSITION- 44 56 18.     (N) 103 16 53.     (W)   SCALED
 PU1329* NAVD 88 ORTHO HEIGHT -   905.604 (meters)     2971.14  (feet) ADJUSTED
 PU1329  ______________________________________________________________________
 PU1329  GEOID HEIGHT    -        -16.691 (meters)                     GEOID18
 PU1329  DYNAMIC HEIGHT  -        905.389 (meters)     2970.43  (feet) COMP
 PU1329  MODELED GRAVITY -    980,349.0   (mgal)                       NAVD 88
 PU1329
 PU1329  VERT ORDER      -  SECOND    CLASS 0
 PU1329
 PU1329.The horizontal coordinates were scaled from a map and have
 PU1329.an estimated accuracy of +/- 6 seconds.
 PU1329
 PU1329.The orthometric height was determined by differential leveling and
 PU1329.adjusted by the NATIONAL GEODETIC SURVEY
 PU1329.in June 1991.
 PU1329
 PU1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1329.GEOID18 height accuracy estimate available here.
 PU1329
 PU1329.Click photographs - Photos may exist for this station.
 PU1329
 PU1329.The dynamic height is computed by dividing the NAVD 88
 PU1329.geopotential number by the normal gravity value computed on the
 PU1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1329.degrees latitude (g = 980.6199 gals.).
 PU1329
 PU1329.The modeled gravity was interpolated from observed gravity values.
 PU1329
 PU1329;                    North         East    Units  Estimated Accuracy
 PU1329;SPC SD N     -   128,040.      341,080.      MT  (+/- 180 meters Scaled)
 PU1329
 PU1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK355775(NAD 83)
 PU1329
 PU1329                          SUPERSEDED SURVEY CONTROL
 PU1329
 PU1329  NGVD 29 (??/??/92)  905.127  (m)         2969.57   (f) ADJ UNCH    2 0
 PU1329
 PU1329.Superseded values are not recommended for survey control.
 PU1329
 PU1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1329.See file dsdata.pdf to determine how the superseded data were derived.
 PU1329
 PU1329_MARKER: DB = BENCH MARK DISK
 PU1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1329_STAMPING: P 417 1963
 PU1329_MARK LOGO: CGS
 PU1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1329+STABILITY: SURFACE MOTION
 PU1329
 PU1329  HISTORY     - Date     Condition        Report By
 PU1329  HISTORY     - 1963     MONUMENTED       CGS
 PU1329
 PU1329                          STATION DESCRIPTION
 PU1329
 PU1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1329'9 MI SE FROM CASTLE ROCK.
 PU1329'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1329'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED
 PU1329'COUNTY ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED COUNTY ROAD,
 PU1329'AT THE CREST OF A SMALL HILL, 41 FEET EAST OF THE CENTERLINE
 PU1329'OF THE ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PU1329'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1329'CONCRETE POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1476 ***********************************************************************
 PU1476  DESIGNATION -  P 418
 PU1476  PID         -  PU1476
 PU1476  STATE/COUNTY-  SD/MEADE
 PU1476  COUNTRY     -  US
 PU1476  USGS QUAD   -  FORT MEADE NE (2017)
 PU1476
 PU1476                         *CURRENT SURVEY CONTROL
 PU1476  ______________________________________________________________________
 PU1476* NAD 83(1986) POSITION- 44 27 33.     (N) 103 21 27.     (W)   SCALED
 PU1476* NAVD 88 ORTHO HEIGHT -   920.145 (meters)     3018.84  (feet) ADJUSTED
 PU1476  ______________________________________________________________________
 PU1476  GEOID HEIGHT    -        -16.133 (meters)                     GEOID18
 PU1476  DYNAMIC HEIGHT  -        919.872 (meters)     3017.95  (feet) COMP
 PU1476  MODELED GRAVITY -    980,289.8   (mgal)                       NAVD 88
 PU1476
 PU1476  VERT ORDER      -  FIRST     CLASS II
 PU1476
 PU1476.The horizontal coordinates were scaled from a map and have
 PU1476.an estimated accuracy of +/- 6 seconds.
 PU1476
 PU1476.The orthometric height was determined by differential leveling and
 PU1476.adjusted by the NATIONAL GEODETIC SURVEY
 PU1476.in October 1997.
 PU1476
 PU1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1476.GEOID18 height accuracy estimate available here.
 PU1476
 PU1476.Click photographs - Photos may exist for this station.
 PU1476
 PU1476.The dynamic height is computed by dividing the NAVD 88
 PU1476.geopotential number by the normal gravity value computed on the
 PU1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1476.degrees latitude (g = 980.6199 gals.).
 PU1476
 PU1476.The modeled gravity was interpolated from observed gravity values.
 PU1476
 PU1476;                    North         East    Units  Estimated Accuracy
 PU1476;SPC SD N     -    75,080.      332,870.      MT  (+/- 180 meters Scaled)
 PU1476
 PU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK306241(NAD 83)
 PU1476
 PU1476                          SUPERSEDED SURVEY CONTROL
 PU1476
 PU1476  NAVD 88 (06/15/91)  920.142  (m)         3018.83   (f) SUPERSEDED  1 2
 PU1476  NGVD 29 (??/??/92)  919.642  (m)         3017.19   (f) ADJ UNCH    1 2
 PU1476
 PU1476.Superseded values are not recommended for survey control.
 PU1476
 PU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1476.See file dsdata.pdf to determine how the superseded data were derived.
 PU1476
 PU1476_MARKER: DB = BENCH MARK DISK
 PU1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1476_STAMPING: P 418 1963
 PU1476_MARK LOGO: CGS
 PU1476_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1476+STABILITY: SURFACE MOTION
 PU1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1476+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2012
 PU1476
 PU1476  HISTORY     - Date     Condition        Report By
 PU1476  HISTORY     - 1963     MONUMENTED       CGS
 PU1476  HISTORY     - 19950513 GOOD             NGS
 PU1476  HISTORY     - 20120328 GOOD             INDIV
 PU1476
 PU1476                          STATION DESCRIPTION
 PU1476
 PU1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1476'3.2 MI SW FROM BEAR BUTTE.
 PU1476'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE CATHOLIC
 PU1476'CHURCH AT BEAR BUTTE, 73 FEET NORTHWEST OF THE CENTERLINE OF
 PU1476'THE HIGHWAY, 2.0 FEET SOUTH OF A T-JUNCTION OF FENCES, 1.7
 PU1476'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 PU1476'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1476
 PU1476                          STATION RECOVERY (1995)
 PU1476
 PU1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1476'16.0 KM (9.95 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1476'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 189.0 M (620.1 FT) WEST OF
 PU1476'MILEPOST 44, 22.3 M (73.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.6
 PU1476'M (2.0 FT) SOUTHEAST OF A T-FENCE CORNER, 0.6 M (2.0 FT) SOUTHWEST OF
 PU1476'A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 PU1476'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1476
 PU1476                          STATION RECOVERY (2012)
 PU1476
 PU1476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0617 ***********************************************************************
 OT0617  DESIGNATION -  P 427
 OT0617  PID         -  OT0617
 OT0617  STATE/COUNTY-  SD/FALL RIVER
 OT0617  COUNTRY     -  US
 OT0617  USGS QUAD   -  EDGEMONT (2017)
 OT0617
 OT0617                         *CURRENT SURVEY CONTROL
 OT0617  ______________________________________________________________________
 OT0617* NAD 83(1986) POSITION- 43 17 57.     (N) 103 49 27.     (W)   SCALED
 OT0617* NAVD 88 ORTHO HEIGHT -  1053.757 (meters)     3457.20  (feet) ADJUSTED
 OT0617  ______________________________________________________________________
 OT0617  GEOID HEIGHT    -        -15.081 (meters)                     GEOID18
 OT0617  DYNAMIC HEIGHT  -       1053.323 (meters)     3455.78  (feet) COMP
 OT0617  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 OT0617
 OT0617  VERT ORDER      -  FIRST     CLASS II
 OT0617
 OT0617.The horizontal coordinates were scaled from a map and have
 OT0617.an estimated accuracy of +/- 6 seconds.
 OT0617
 OT0617.The orthometric height was determined by differential leveling and
 OT0617.adjusted by the NATIONAL GEODETIC SURVEY
 OT0617.in June 1991.
 OT0617
 OT0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0617.GEOID18 height accuracy estimate available here.
 OT0617
 OT0617.Click photographs - Photos may exist for this station.
 OT0617
 OT0617.The dynamic height is computed by dividing the NAVD 88
 OT0617.geopotential number by the normal gravity value computed on the
 OT0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0617.degrees latitude (g = 980.6199 gals.).
 OT0617
 OT0617.The modeled gravity was interpolated from observed gravity values.
 OT0617
 OT0617;                    North         East    Units  Estimated Accuracy
 OT0617;SPC SD S     -   113,250.      316,840.      MT  (+/- 180 meters Scaled)
 OT0617
 OT0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH953947(NAD 83)
 OT0617
 OT0617                          SUPERSEDED SURVEY CONTROL
 OT0617
 OT0617.No superseded survey control is available for this station.
 OT0617
 OT0617_MARKER: I = METAL ROD
 OT0617_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0617_STAMPING: P 427 1985
 OT0617_MARK LOGO: NGS
 OT0617_PROJECTION: FLUSH
 OT0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0617+STABILITY: POSITION/ELEVATION WELL
 OT0617_ROD/PIPE-DEPTH: 7.9 meters
 OT0617_SLEEVE-DEPTH  : 6.1 meters
 OT0617
 OT0617  HISTORY     - Date     Condition        Report By
 OT0617  HISTORY     - 1985     MONUMENTED       NGS
 OT0617
 OT0617                          STATION DESCRIPTION
 OT0617
 OT0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0617'IN EDGEMONT.
 OT0617'IN EDGEMONT, AT THE NORTHWEST CORNER OF THE CITY PARK AND NEAR THE
 OT0617'SOUTHWEST CORNER OF THE CITY HALL, 15.9 METERS (52 FT) EAST OF THE
 OT0617'CENTER OF 2 ND AVENUE, 3.2 METERS (10.5 FT) SOUTH OF A METAL FLAG
 OT0617'POLE, 7.3 METERS (23.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CITY
 OT0617'HALL, 5.8 METERS (19 FT) EAST OF THE AVENUE CURB AND 4.7 METERS (15.4
 OT0617'FT) NORTH OF A 18-INCH OAK TREE.
 OT0617'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0648 ***********************************************************************
 QS0648  DESIGNATION -  P 428
 QS0648  PID         -  QS0648
 QS0648  STATE/COUNTY-  SD/CORSON
 QS0648  COUNTRY     -  US
 QS0648  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0648
 QS0648                         *CURRENT SURVEY CONTROL
 QS0648  ______________________________________________________________________
 QS0648* NAD 83(1986) POSITION- 45 31 49.     (N) 101 25 45.     (W)   SCALED
 QS0648* NAVD 88 ORTHO HEIGHT -   703.058 (meters)     2306.62  (feet) ADJUSTED
 QS0648  ______________________________________________________________________
 QS0648  GEOID HEIGHT    -        -20.405 (meters)                     GEOID18
 QS0648  DYNAMIC HEIGHT  -        702.969 (meters)     2306.32  (feet) COMP
 QS0648  MODELED GRAVITY -    980,465.7   (mgal)                       NAVD 88
 QS0648
 QS0648  VERT ORDER      -  FIRST     CLASS II
 QS0648
 QS0648.The horizontal coordinates were scaled from a map and have
 QS0648.an estimated accuracy of +/- 6 seconds.
 QS0648
 QS0648.The orthometric height was determined by differential leveling and
 QS0648.adjusted by the NATIONAL GEODETIC SURVEY
 QS0648.in June 1991.
 QS0648
 QS0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0648.GEOID18 height accuracy estimate available here.
 QS0648
 QS0648.Click photographs - Photos may exist for this station.
 QS0648
 QS0648.The dynamic height is computed by dividing the NAVD 88
 QS0648.geopotential number by the normal gravity value computed on the
 QS0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0648.degrees latitude (g = 980.6199 gals.).
 QS0648
 QS0648.The modeled gravity was interpolated from observed gravity values.
 QS0648
 QS0648;                    North         East    Units  Estimated Accuracy
 QS0648;SPC SD N     -   189,560.      488,370.      MT  (+/- 180 meters Scaled)
 QS0648
 QS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR103447(NAD 83)
 QS0648
 QS0648                          SUPERSEDED SURVEY CONTROL
 QS0648
 QS0648.No superseded survey control is available for this station.
 QS0648
 QS0648_MARKER: I = METAL ROD
 QS0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0648_STAMPING: P 428 1985
 QS0648_MARK LOGO: NGS
 QS0648_PROJECTION: FLUSH
 QS0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0648_ROD/PIPE-DEPTH: 4.9 meters
 QS0648
 QS0648  HISTORY     - Date     Condition        Report By
 QS0648  HISTORY     - 1985     MONUMENTED       NGS
 QS0648
 QS0648                          STATION DESCRIPTION
 QS0648
 QS0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0648'15.4 KM (9.55 MI) NORTH FROM ISABEL.
 QS0648'15.4 KM (9.55 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0648'ISABEL, AT A CROSSROADS, 30.2 METERS (99 FT) EAST OF THE HIGHWAY
 QS0648'CENTERLINE, 20.1 METERS (66 FT) SOUTH OF THE CENTER OF A ROAD LEADING
 QS0648'EAST, 10.7 METERS (35 FT) SOUTH OF A FENCE CORNER, 2.1 METERS (6.8 FT)
 QS0648'SOUTH OF A TELEPHONE JUNCTION BOX AND 0.3 METER (1 FT) WEST OF THE
 QS0648'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0648'5-INCH LOGO CAP.
 QS0648'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0648'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0627 ***********************************************************************
 OT0627  DESIGNATION -  P 429
 OT0627  PID         -  OT0627
 OT0627  STATE/COUNTY-  SD/FALL RIVER
 OT0627  COUNTRY     -  US
 OT0627  USGS QUAD   -  EDGEMONT (2017)
 OT0627
 OT0627                         *CURRENT SURVEY CONTROL
 OT0627  ______________________________________________________________________
 OT0627* NAD 83(1986) POSITION- 43 19 43.     (N) 103 50 10.     (W)   SCALED
 OT0627* NAVD 88 ORTHO HEIGHT -  1059.849 (meters)     3477.19  (feet) ADJUSTED
 OT0627  ______________________________________________________________________
 OT0627  GEOID HEIGHT    -        -15.014 (meters)                     GEOID18
 OT0627  DYNAMIC HEIGHT  -       1059.410 (meters)     3475.75  (feet) COMP
 OT0627  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 OT0627
 OT0627  VERT ORDER      -  FIRST     CLASS II
 OT0627
 OT0627.The horizontal coordinates were scaled from a map and have
 OT0627.an estimated accuracy of +/- 6 seconds.
 OT0627
 OT0627.The orthometric height was determined by differential leveling and
 OT0627.adjusted by the NATIONAL GEODETIC SURVEY
 OT0627.in June 1991.
 OT0627
 OT0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0627.GEOID18 height accuracy estimate available here.
 OT0627
 OT0627.Click photographs - Photos may exist for this station.
 OT0627
 OT0627.The dynamic height is computed by dividing the NAVD 88
 OT0627.geopotential number by the normal gravity value computed on the
 OT0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0627.degrees latitude (g = 980.6199 gals.).
 OT0627
 OT0627.The modeled gravity was interpolated from observed gravity values.
 OT0627
 OT0627;                    North         East    Units  Estimated Accuracy
 OT0627;SPC SD S     -   116,560.      316,010.      MT  (+/- 180 meters Scaled)
 OT0627
 OT0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH943979(NAD 83)
 OT0627
 OT0627                          SUPERSEDED SURVEY CONTROL
 OT0627
 OT0627.No superseded survey control is available for this station.
 OT0627
 OT0627_MARKER: I = METAL ROD
 OT0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0627_STAMPING: P 429 1985
 OT0627_MARK LOGO: NGS
 OT0627_PROJECTION: FLUSH
 OT0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0627_ROD/PIPE-DEPTH: 12.2 meters
 OT0627
 OT0627  HISTORY     - Date     Condition        Report By
 OT0627  HISTORY     - 1985     MONUMENTED       NGS
 OT0627
 OT0627                          STATION DESCRIPTION
 OT0627
 OT0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0627'2.4 KM (1.5 MI) NORTH FROM EDGEMONT.
 OT0627'2.4 KM (1.5 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18
 OT0627'OVERPASS BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT
 OT0627'EDGEMONT, AT THE T JUNCTION OF A DIRT ROAD LEADING WEST, 9.5 METERS
 OT0627'(31 FT) EAST OF THE CENTER OF THE ROAD, 12.5 METERS (41 FT) NORTH OF A
 OT0627'POWER LINE T JUNCTION POLE, 6.7 METERS (22 FT) NORTH OF THE EXTENDED
 OT0627'CENTER OF THE DIRT ROAD, 0.9 METER (3 FT) NORTH OF THE NORTH END OF A
 OT0627'WIRE GATE AND 0.3 METER (1 FT) EAST OF A RIGHT-OF-WAY FENCE.
 OT0627'NOTE--MARK IS ON THE PROPERTY BELONGING TO MARIE CHILDERS OF EDGEMONT.
 OT0627'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0627'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0627'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0658 ***********************************************************************
 OT0658  DESIGNATION -  P 430
 OT0658  PID         -  OT0658
 OT0658  STATE/COUNTY-  SD/CUSTER
 OT0658  COUNTRY     -  US
 OT0658  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0658
 OT0658                         *CURRENT SURVEY CONTROL
 OT0658  ______________________________________________________________________
 OT0658* NAD 83(1986) POSITION- 43 33 39.     (N) 103 18 32.     (W)   SCALED
 OT0658* NAVD 88 ORTHO HEIGHT -  1027.784 (meters)     3371.99  (feet) ADJUSTED
 OT0658  ______________________________________________________________________
 OT0658  GEOID HEIGHT    -        -15.892 (meters)                     GEOID18
 OT0658  DYNAMIC HEIGHT  -       1027.372 (meters)     3370.64  (feet) COMP
 OT0658  MODELED GRAVITY -    980,183.0   (mgal)                       NAVD 88
 OT0658
 OT0658  VERT ORDER      -  FIRST     CLASS II
 OT0658
 OT0658.The horizontal coordinates were scaled from a map and have
 OT0658.an estimated accuracy of +/- 6 seconds.
 OT0658
 OT0658.The orthometric height was determined by differential leveling and
 OT0658.adjusted by the NATIONAL GEODETIC SURVEY
 OT0658.in June 1991.
 OT0658
 OT0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0658.GEOID18 height accuracy estimate available here.
 OT0658
 OT0658.Click photographs - Photos may exist for this station.
 OT0658
 OT0658.The dynamic height is computed by dividing the NAVD 88
 OT0658.geopotential number by the normal gravity value computed on the
 OT0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0658.degrees latitude (g = 980.6199 gals.).
 OT0658
 OT0658.The modeled gravity was interpolated from observed gravity values.
 OT0658
 OT0658;                    North         East    Units  Estimated Accuracy
 OT0658;SPC SD S     -   140,670.      359,660.      MT  (+/- 180 meters Scaled)
 OT0658
 OT0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ365244(NAD 83)
 OT0658
 OT0658                          SUPERSEDED SURVEY CONTROL
 OT0658
 OT0658.No superseded survey control is available for this station.
 OT0658
 OT0658_MARKER: I = METAL ROD
 OT0658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0658_STAMPING: P 430 1985
 OT0658_MARK LOGO: NGS
 OT0658_PROJECTION: FLUSH
 OT0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0658_ROD/PIPE-DEPTH: 4.2 meters
 OT0658
 OT0658  HISTORY     - Date     Condition        Report By
 OT0658  HISTORY     - 1985     MONUMENTED       NGS
 OT0658
 OT0658                          STATION DESCRIPTION
 OT0658
 OT0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0658'34.4 KM (21.4 MI) SOUTH FROM HERMOSA.
 OT0658'34.4 KM (21.4 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0658'STATE HIGHWAY 40 EAST AT HERMOSA, 5.25 KM (3.3 MI) SOUTH OF THE
 OT0658'CROSSING OF LAME JOHNNY CREEK, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST
 OT0658'39, AT THE NORTHEAST END OF A SLOPING CUT BANK, 30.8 METERS (101 FT)
 OT0658'WEST OF THE HIGHWAY CENTERLINE, 104.8 METERS (344 FT) SOUTH OF THE
 OT0658'SOUTHWEST CORNER OF THE SOUTH ONE OF TWO BRIDGES, 4.2 METERS (14 FT)
 OT0658'NORTH OF A FENCE T JUNCTION AND 0.3 METER (1 FT) EAST OF THE
 OT0658'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0658'5-INCH LOGO CAP.
 OT0658'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0658'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0684 ***********************************************************************
 OT0684  DESIGNATION -  P 431
 OT0684  PID         -  OT0684
 OT0684  STATE/COUNTY-  SD/PENNINGTON
 OT0684  COUNTRY     -  US
 OT0684  USGS QUAD   -  HERMOSA NW (2017)
 OT0684
 OT0684                         *CURRENT SURVEY CONTROL
 OT0684  ______________________________________________________________________
 OT0684* NAD 83(1986) POSITION- 43 59 00.     (N) 103 10 52.     (W)   SCALED
 OT0684* NAVD 88 ORTHO HEIGHT -  1018.455 (meters)     3341.38  (feet) ADJUSTED
 OT0684  ______________________________________________________________________
 OT0684  GEOID HEIGHT    -        -16.121 (meters)                     GEOID18
 OT0684  DYNAMIC HEIGHT  -       1018.089 (meters)     3340.18  (feet) COMP
 OT0684  MODELED GRAVITY -    980,224.8   (mgal)                       NAVD 88
 OT0684
 OT0684  VERT ORDER      -  FIRST     CLASS II
 OT0684
 OT0684.The horizontal coordinates were scaled from a map and have
 OT0684.an estimated accuracy of +/- 6 seconds.
 OT0684
 OT0684.The orthometric height was determined by differential leveling and
 OT0684.adjusted by the NATIONAL GEODETIC SURVEY
 OT0684.in June 1991.
 OT0684
 OT0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0684.GEOID18 height accuracy estimate available here.
 OT0684
 OT0684.Click photographs - Photos may exist for this station.
 OT0684
 OT0684.The dynamic height is computed by dividing the NAVD 88
 OT0684.geopotential number by the normal gravity value computed on the
 OT0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0684.degrees latitude (g = 980.6199 gals.).
 OT0684
 OT0684.The modeled gravity was interpolated from observed gravity values.
 OT0684
 OT0684;                    North         East    Units  Estimated Accuracy
 OT0684;SPC SD S     -   187,220.      371,590.      MT  (+/- 180 meters Scaled)
 OT0684
 OT0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ458716(NAD 83)
 OT0684
 OT0684                          SUPERSEDED SURVEY CONTROL
 OT0684
 OT0684.No superseded survey control is available for this station.
 OT0684
 OT0684_MARKER: I = METAL ROD
 OT0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0684_STAMPING: P 431 1985
 OT0684_MARK LOGO: NGS
 OT0684_PROJECTION: FLUSH
 OT0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0684_ROD/PIPE-DEPTH: 3.6 meters
 OT0684
 OT0684  HISTORY     - Date     Condition        Report By
 OT0684  HISTORY     - 1985     MONUMENTED       NGS
 OT0684  HISTORY     - 20120312 MARK NOT FOUND   INDIV
 OT0684
 OT0684                          STATION DESCRIPTION
 OT0684
 OT0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0684'11.2 KM (6.95 MI) SOUTH FROM RAPID CITY.
 OT0684'11.2 KM (7.0 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 OT0684'RAPID CITY, 3.75 KM (2.35 MI) NORTH OF THE CROSSING OF SPRING CREEK,
 OT0684'2.15 KM (1.35 MI) SOUTH OF THE CROSSING OF DRY CREEK, 0.65 KM (0.4 MI)
 OT0684'SOUTH OF MILEPOST 71, 30.3 METERS (99.5 FT) WEST OF THE HIGHWAY
 OT0684'CENTERLINE, 60.0 METERS (197 FT) NORTH OF THE WEST END OF A 24-INCH
 OT0684'METAL PIPE CULVERT, 21.2 METERS (69.5 FT) SOUTH OF A POWER POLE FOR A
 OT0684'RIGHT ANGLE TURN IN POWER LINES FROM SOUTH TO EAST ACROSS THE HIGHWAY
 OT0684'AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0684'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0684'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0684'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0684
 OT0684                          STATION RECOVERY (2012)
 OT0684
 OT0684'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0684'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0907 ***********************************************************************
 PT0907  DESIGNATION -  P 432
 PT0907  PID         -  PT0907
 PT0907  STATE/COUNTY-  SD/HAAKON
 PT0907  COUNTRY     -  US
 PT0907  USGS QUAD   -  MIDLAND (2017)
 PT0907
 PT0907                         *CURRENT SURVEY CONTROL
 PT0907  ______________________________________________________________________
 PT0907* NAD 83(1986) POSITION- 44 07 00.     (N) 101 07 59.     (W)   SCALED
 PT0907* NAVD 88 ORTHO HEIGHT -   648.009 (meters)     2126.01  (feet) ADJUSTED
 PT0907  ______________________________________________________________________
 PT0907  GEOID HEIGHT    -        -22.836 (meters)                     GEOID18
 PT0907  DYNAMIC HEIGHT  -        647.828 (meters)     2125.42  (feet) COMP
 PT0907  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 PT0907
 PT0907  VERT ORDER      -  FIRST     CLASS II
 PT0907
 PT0907.The horizontal coordinates were scaled from a map and have
 PT0907.an estimated accuracy of +/- 6 seconds.
 PT0907
 PT0907.The orthometric height was determined by differential leveling and
 PT0907.adjusted by the NATIONAL GEODETIC SURVEY
 PT0907.in June 1991.
 PT0907
 PT0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0907.GEOID18 height accuracy estimate available here.
 PT0907
 PT0907.Click photographs - Photos may exist for this station.
 PT0907
 PT0907.The dynamic height is computed by dividing the NAVD 88
 PT0907.geopotential number by the normal gravity value computed on the
 PT0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0907.degrees latitude (g = 980.6199 gals.).
 PT0907
 PT0907.The modeled gravity was interpolated from observed gravity values.
 PT0907
 PT0907;                    North         East    Units  Estimated Accuracy
 PT0907;SPC SD S     -   198,430.      535,990.      MT  (+/- 180 meters Scaled)
 PT0907
 PT0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP293870(NAD 83)
 PT0907
 PT0907                          SUPERSEDED SURVEY CONTROL
 PT0907
 PT0907.No superseded survey control is available for this station.
 PT0907
 PT0907_MARKER: I = METAL ROD
 PT0907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0907_STAMPING: P 432 1985
 PT0907_MARK LOGO: NGS
 PT0907_PROJECTION: FLUSH
 PT0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0907+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0907_ROD/PIPE-DEPTH: 7.9 meters
 PT0907
 PT0907  HISTORY     - Date     Condition        Report By
 PT0907  HISTORY     - 1985     MONUMENTED       NGS
 PT0907  HISTORY     - 20120605 GOOD             INDIV
 PT0907
 PT0907                          STATION DESCRIPTION
 PT0907
 PT0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0907'6.4 KM (4.0 MI) NORTH FROM MIDLAND.
 PT0907'6.36 KM (3.95 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM
 PT0907'THEIR JUNCTION AT MIDLAND, IN THE NORTHWEST CORNER OF THE T JUNCTION
 PT0907'OF A FIELD ACCESS ROAD LEADING WEST, AT THE TOP OF A SUMMIT, 0.50 KM
 PT0907'(0.31 MI) NORTH OF MILEPOST 172, 30.2 METERS (99 FT) WEST OF THE
 PT0907'HIGHWAY CENTERLINE, 8.5 METERS (28 FT) NORTH OF THE CENTER OF THE
 PT0907'ACCESS ROAD AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 PT0907'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0907'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0907'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0907
 PT0907                          STATION RECOVERY (2012)
 PT0907
 PT0907'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0952 ***********************************************************************
 PT0952  DESIGNATION -  P 433
 PT0952  PID         -  PT0952
 PT0952  STATE/COUNTY-  SD/ZIEBACH
 PT0952  COUNTRY     -  US
 PT0952  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0952
 PT0952                         *CURRENT SURVEY CONTROL
 PT0952  ______________________________________________________________________
 PT0952* NAD 83(1986) POSITION- 44 44 06.     (N) 101 14 09.     (W)   SCALED
 PT0952* NAVD 88 ORTHO HEIGHT -   567.141 (meters)     1860.70  (feet) ADJUSTED
 PT0952  ______________________________________________________________________
 PT0952  GEOID HEIGHT    -        -21.748 (meters)                     GEOID18
 PT0952  DYNAMIC HEIGHT  -        567.033 (meters)     1860.34  (feet) COMP
 PT0952  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 PT0952
 PT0952  VERT ORDER      -  FIRST     CLASS II
 PT0952
 PT0952.The horizontal coordinates were scaled from a map and have
 PT0952.an estimated accuracy of +/- 6 seconds.
 PT0952
 PT0952.The orthometric height was determined by differential leveling and
 PT0952.adjusted by the NATIONAL GEODETIC SURVEY
 PT0952.in June 1991.
 PT0952
 PT0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0952.GEOID18 height accuracy estimate available here.
 PT0952
 PT0952.Click photographs - Photos may exist for this station.
 PT0952
 PT0952.The dynamic height is computed by dividing the NAVD 88
 PT0952.geopotential number by the normal gravity value computed on the
 PT0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0952.degrees latitude (g = 980.6199 gals.).
 PT0952
 PT0952.The modeled gravity was interpolated from observed gravity values.
 PT0952
 PT0952;                    North         East    Units  Estimated Accuracy
 PT0952;SPC SD N     -   100,940.      502,120.      MT  (+/- 180 meters Scaled)
 PT0952
 PT0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ229559(NAD 83)
 PT0952
 PT0952                          SUPERSEDED SURVEY CONTROL
 PT0952
 PT0952.No superseded survey control is available for this station.
 PT0952
 PT0952_MARKER: I = METAL ROD
 PT0952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0952_STAMPING: P 433 1985
 PT0952_MARK LOGO: NGS
 PT0952_PROJECTION: FLUSH
 PT0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0952+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 PT0952_ROD/PIPE-DEPTH: 3.7 meters
 PT0952
 PT0952  HISTORY     - Date     Condition        Report By
 PT0952  HISTORY     - 1985     MONUMENTED       NGS
 PT0952  HISTORY     - 20110411 GOOD             INDIV
 PT0952
 PT0952                          STATION DESCRIPTION
 PT0952
 PT0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0952'35.4 KM (22.0 MI) SOUTH FROM EAGLE BUTTE.
 PT0952'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0952'STREET AT EAGLE BUTTE, THENCE 31.86 KM (19.80 MI) SOUTH ALONG STATE
 PT0952'HIGHWAY 63, IN THE CENTER OF A TRIPLE WOODEN BRACE IN THE RIGHT-OF-WAY
 PT0952'FENCE, AT THE NORTH END OF A CUT, 0.29 KM (0.18 MI) SOUTH OF MILEPOST
 PT0952'148, 29.6 METERS (97 FT) EAST OF THE HIGHWAY CENTERLINE, 62.2 METERS
 PT0952'(204 FT) NORTH-NORTHEAST OF THE EAST END OF A CATTLE UNDERPASS, 35.4
 PT0952'METERS (116 FT) SOUTHEAST OF THE EAST END OF A PIPE CULVERT, 2.0
 PT0952'METERS (6.5 FT) SOUTH OF THE SOUTH END OF A WIRE GATE IN THE
 PT0952'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 PT0952'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0952'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0952'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PT0952
 PT0952                          STATION RECOVERY (2011)
 PT0952
 PT0952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0582 ***********************************************************************
 QS0582  DESIGNATION -  P 434
 QS0582  PID         -  QS0582
 QS0582  STATE/COUNTY-  SD/DEWEY
 QS0582  COUNTRY     -  US
 QS0582  USGS QUAD   -  LANTRY SE (2017)
 QS0582
 QS0582                         *CURRENT SURVEY CONTROL
 QS0582  ______________________________________________________________________
 QS0582* NAD 83(1986) POSITION- 45 00 30.96   (N) 101 16 43.10   (W)   HD_HELD1
 QS0582* NAVD 88 ORTHO HEIGHT -   724.529 (meters)     2377.06  (feet) ADJUSTED
 QS0582  ______________________________________________________________________
 QS0582  GEOID HEIGHT    -        -21.147 (meters)                     GEOID18
 QS0582  DYNAMIC HEIGHT  -        724.392 (meters)     2376.61  (feet) COMP
 QS0582  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 QS0582
 QS0582  VERT ORDER      -  FIRST     CLASS II
 QS0582
 QS0582.The horizontal coordinates were determined by differentially corrected
 QS0582.hand held GPS observations or other comparable positioning techniques
 QS0582.and have an estimated accuracy of +/- 3 meters.
 QS0582
 QS0582.The orthometric height was determined by differential leveling and
 QS0582.adjusted by the NATIONAL GEODETIC SURVEY
 QS0582.in July 1998.
 QS0582
 QS0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0582.GEOID18 height accuracy estimate available here.
 QS0582
 QS0582.Click photographs - Photos may exist for this station.
 QS0582
 QS0582.The dynamic height is computed by dividing the NAVD 88
 QS0582.geopotential number by the normal gravity value computed on the
 QS0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0582.degrees latitude (g = 980.6199 gals.).
 QS0582
 QS0582.The modeled gravity was interpolated from observed gravity values.
 QS0582
 QS0582;                    North         East    Units  Estimated Accuracy
 QS0582;SPC SD N     -   131,394.3     499,208.8     MT  (+/- 3 meters HH1 GPS) 
 QS0582
 QS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2043586431(NAD 83)
 QS0582
 QS0582                          SUPERSEDED SURVEY CONTROL
 QS0582
 QS0582  NAVD 88 (06/15/91)  724.522  (m)         2377.04   (f) SUPERSEDED  1 2
 QS0582
 QS0582.Superseded values are not recommended for survey control.
 QS0582
 QS0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0582.See file dsdata.pdf to determine how the superseded data were derived.
 QS0582
 QS0582_MARKER: I = METAL ROD
 QS0582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0582_STAMPING: P 434 1985
 QS0582_MARK LOGO: NGS
 QS0582_PROJECTION: FLUSH
 QS0582_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0582+STABILITY: POSITION/ELEVATION WELL
 QS0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0582+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 QS0582_ROD/PIPE-DEPTH: 14.9 meters
 QS0582_SLEEVE-DEPTH  : 12.2 meters
 QS0582
 QS0582  HISTORY     - Date     Condition        Report By
 QS0582  HISTORY     - 1985     MONUMENTED       NGS
 QS0582  HISTORY     - 19960425 GOOD             NGS
 QS0582  HISTORY     - 20120711 GOOD             INDIV
 QS0582
 QS0582                          STATION DESCRIPTION
 QS0582
 QS0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0582'3.5 KM (2.2 MI) WEST FROM EAGLE BUTTE.
 QS0582'3.46 KM (2.15 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0582'STREET AT EAGLE BUTTE, AT THE T JUNCTION OF STATE HIGHWAY 63 LEADING
 QS0582'SOUTH, IN THE NORTHEAST CORNER OF A GRAVEL ROAD LEADING NORTH, IN THE
 QS0582'SOUTWEST CORNER OF A SOUTH DAKOTA STATE HIGHWAY GRAVEL YARD,
 QS0582'52.4 METERS (172 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.3 METERS (73
 QS0582'FT) EAST OF THE EXTENDED CENTER OF THE GRAVEL ROAD (STATE HIGHWAY 63),
 QS0582'44.8 METERS (147 FT) NORTHEAST OF A T JUNCTION POWER POLE, 12.5 METERS
 QS0582'(41 FT) EAST OF THE T JUNCTION OF A NORTH-SOUTH FENCE, 0.8 METER (2.5
 QS0582'FT) NORTH OF THE EAST-WEST FENCE FOR THE YARD AND 0.3 METER (1 FT)
 QS0582'EAST OF A METAL POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0582'5-INCH LOGO CAP.
 QS0582'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0582'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0582
 QS0582                          STATION RECOVERY (1996)
 QS0582
 QS0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0582'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0582'MAIN STREET IN EAGLE BUTTE, 52.4 M (171.9 FT) NORTH OF THE HIGHWAY
 QS0582'CENTERLINE, 44.8 M (147.0 FT) NORTHEAST OF A T-JUNCTION UTILITY POLE
 QS0582'WITH 3 GUY CABLES, 22.3 M (73.2 FT) EAST OF THE CENTER OF A GRAVELED
 QS0582'ROAD, 12.5 M (41.0 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW
 QS0582'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A METAL GUARD POST,
 QS0582'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 QS0582'POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0582
 QS0582                          STATION RECOVERY (2012)
 QS0582
 QS0582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0708 ***********************************************************************
 OT0708  DESIGNATION -  P 435
 OT0708  PID         -  OT0708
 OT0708  STATE/COUNTY-  SD/PENNINGTON
 OT0708  COUNTRY     -  US
 OT0708  USGS QUAD   -  SCENIC (2017)
 OT0708
 OT0708                         *CURRENT SURVEY CONTROL
 OT0708  ______________________________________________________________________
 OT0708* NAD 83(1986) POSITION- 43 46 40.19   (N) 102 32 13.53   (W)   HD_HELD1
 OT0708* NAVD 88 ORTHO HEIGHT -   850.464 (meters)     2790.23  (feet) ADJUSTED
 OT0708  ______________________________________________________________________
 OT0708  GEOID HEIGHT    -        -18.187 (meters)                     GEOID18
 OT0708  DYNAMIC HEIGHT  -        850.185 (meters)     2789.32  (feet) COMP
 OT0708  MODELED GRAVITY -    980,261.8   (mgal)                       NAVD 88
 OT0708
 OT0708  VERT ORDER      -  FIRST     CLASS II
 OT0708
 OT0708.The horizontal coordinates were determined by differentially corrected
 OT0708.hand held GPS observations or other comparable positioning techniques
 OT0708.and have an estimated accuracy of +/- 3 meters.
 OT0708
 OT0708.The orthometric height was determined by differential leveling and
 OT0708.adjusted by the NATIONAL GEODETIC SURVEY
 OT0708.in June 1991.
 OT0708
 OT0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0708.GEOID18 height accuracy estimate available here.
 OT0708
 OT0708.Click photographs - Photos may exist for this station.
 OT0708
 OT0708.The dynamic height is computed by dividing the NAVD 88
 OT0708.geopotential number by the normal gravity value computed on the
 OT0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0708.degrees latitude (g = 980.6199 gals.).
 OT0708
 OT0708.The modeled gravity was interpolated from observed gravity values.
 OT0708
 OT0708;                    North         East    Units  Estimated Accuracy
 OT0708;SPC SD S     -   162,825.0     422,623.4     MT  (+/- 3 meters HH1 GPS) 
 OT0708
 OT0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9819950145(NAD 83)
 OT0708
 OT0708                          SUPERSEDED SURVEY CONTROL
 OT0708
 OT0708.No superseded survey control is available for this station.
 OT0708
 OT0708_MARKER: I = METAL ROD
 OT0708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0708+WITH SETTING: INFORMATION.
 OT0708_STAMPING: P 435 1985
 OT0708_MARK LOGO: NGS
 OT0708_PROJECTION: FLUSH
 OT0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0708+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2012
 OT0708_ROD/PIPE-DEPTH: 2.4 meters
 OT0708
 OT0708  HISTORY     - Date     Condition        Report By
 OT0708  HISTORY     - 1985     MONUMENTED       NGS
 OT0708  HISTORY     - 20120430 GOOD             INDIV
 OT0708
 OT0708                          STATION DESCRIPTION
 OT0708
 OT0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0708'2.6 KM (1.6 MI) SE FROM SCENIC.
 OT0708'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0708'IN SCENIC, THENCE 1.9 KM (1.2 MI) SOUTHEAST ALONG STATE HIGHWAY 44, AT
 OT0708'THE T JUNCTION OF COUNTY ROAD C, 0.7 KM (0.45 MI) SOUTHEAST OF
 OT0708'MILEPOST 88, 29.9 METERS (98 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OT0708'15.5 METERS (51 FT) SOUTHEAST OF THE CENTER OF A STEEL CATTLE GUARD,
 OT0708'7.6 METERS (25 FT) WEST OF THE EXTENDED CENTER OF THE ROAD, 1.3 METERS
 OT0708'(4.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE AND 0.3 METER
 OT0708'(1 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  ROD SET TO ANCHORED
 OT0708'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OT0708'CAP.
 OT0708'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0708'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OT0708
 OT0708                          STATION RECOVERY (2012)
 OT0708
 OT0708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0633 ***********************************************************************
 OS0633  DESIGNATION -  P 436
 OS0633  PID         -  OS0633
 OS0633  STATE/COUNTY-  SD/JACKSON
 OS0633  COUNTRY     -  US
 OS0633  USGS QUAD   -  BELVIDERE (2017)
 OS0633
 OS0633                         *CURRENT SURVEY CONTROL
 OS0633  ______________________________________________________________________
 OS0633* NAD 83(1986) POSITION- 43 50 31.     (N) 101 21 49.     (W)   SCALED
 OS0633* NAVD 88 ORTHO HEIGHT -   746.152 (meters)     2448.00  (feet) ADJUSTED
 OS0633  ______________________________________________________________________
 OS0633  GEOID HEIGHT    -        -22.176 (meters)                     GEOID18
 OS0633  DYNAMIC HEIGHT  -        745.909 (meters)     2447.20  (feet) COMP
 OS0633  MODELED GRAVITY -    980,268.8   (mgal)                       NAVD 88
 OS0633
 OS0633  VERT ORDER      -  FIRST     CLASS II
 OS0633
 OS0633.The horizontal coordinates were scaled from a map and have
 OS0633.an estimated accuracy of +/- 6 seconds.
 OS0633
 OS0633.The orthometric height was determined by differential leveling and
 OS0633.adjusted by the NATIONAL GEODETIC SURVEY
 OS0633.in June 1991.
 OS0633
 OS0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0633.GEOID18 height accuracy estimate available here.
 OS0633
 OS0633.Click photographs - Photos may exist for this station.
 OS0633
 OS0633.The dynamic height is computed by dividing the NAVD 88
 OS0633.geopotential number by the normal gravity value computed on the
 OS0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0633.degrees latitude (g = 980.6199 gals.).
 OS0633
 OS0633.The modeled gravity was interpolated from observed gravity values.
 OS0633
 OS0633;                    North         East    Units  Estimated Accuracy
 OS0633;SPC SD S     -   168,110.      517,160.      MT  (+/- 180 meters Scaled)
 OS0633
 OS0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP099570(NAD 83)
 OS0633
 OS0633                          SUPERSEDED SURVEY CONTROL
 OS0633
 OS0633.No superseded survey control is available for this station.
 OS0633
 OS0633_MARKER: I = METAL ROD
 OS0633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0633_STAMPING: P 436 1985
 OS0633_MARK LOGO: NGS
 OS0633_PROJECTION: FLUSH
 OS0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0633+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0633_ROD/PIPE-DEPTH: 7.3 meters
 OS0633
 OS0633  HISTORY     - Date     Condition        Report By
 OS0633  HISTORY     - 1985     MONUMENTED       NGS
 OS0633  HISTORY     - 20130118 GOOD             INDIV
 OS0633
 OS0633                          STATION DESCRIPTION
 OS0633
 OS0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0633'8.1 KM (5.05 MI) WEST FROM BELVIDERE.
 OS0633'0.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0633'BELVIDERE, THENCE 7.4 KM (4.6 MI) WEST ALONG OLD US HIGHWAY 16, ALSO
 OS0633'13.95 KM (8.7 MI) EAST OF KADOKA, 28.3 METERS (93 FT) NORTHEAST OF THE
 OS0633'HIGHWAY CENTERLINE, 2.3 METERS (7.5 FT) NORTHWEST OF THE NORTHWEST END
 OS0633'OF A WIRE GATE AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 OS0633'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0633'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OS0633'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OS0633
 OS0633                          STATION RECOVERY (2013)
 OS0633
 OS0633'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0607 ***********************************************************************
 QS0607  DESIGNATION -  P 438
 QS0607  PID         -  QS0607
 QS0607  STATE/COUNTY-  SD/DEWEY
 QS0607  COUNTRY     -  US
 QS0607  USGS QUAD   -  LANTRY NW (2017)
 QS0607
 QS0607                         *CURRENT SURVEY CONTROL
 QS0607  ______________________________________________________________________
 QS0607* NAD 83(1986) POSITION- 45 14 04.     (N) 101 29 10.     (W)   SCALED
 QS0607* NAVD 88 ORTHO HEIGHT -   675.589 (meters)     2216.49  (feet) ADJUSTED
 QS0607  ______________________________________________________________________
 QS0607  GEOID HEIGHT    -        -20.676 (meters)                     GEOID18
 QS0607  DYNAMIC HEIGHT  -        675.472 (meters)     2216.11  (feet) COMP
 QS0607  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 QS0607
 QS0607  VERT ORDER      -  FIRST     CLASS II
 QS0607
 QS0607.The horizontal coordinates were scaled from a map and have
 QS0607.an estimated accuracy of +/- 6 seconds.
 QS0607
 QS0607.The orthometric height was determined by differential leveling and
 QS0607.adjusted by the NATIONAL GEODETIC SURVEY
 QS0607.in June 1991.
 QS0607
 QS0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0607.GEOID18 height accuracy estimate available here.
 QS0607
 QS0607.Click photographs - Photos may exist for this station.
 QS0607
 QS0607.The dynamic height is computed by dividing the NAVD 88
 QS0607.geopotential number by the normal gravity value computed on the
 QS0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0607.degrees latitude (g = 980.6199 gals.).
 QS0607
 QS0607.The modeled gravity was interpolated from observed gravity values.
 QS0607
 QS0607;                    North         East    Units  Estimated Accuracy
 QS0607;SPC SD N     -   156,770.      483,320.      MT  (+/- 180 meters Scaled)
 QS0607
 QS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR048120(NAD 83)
 QS0607
 QS0607                          SUPERSEDED SURVEY CONTROL
 QS0607
 QS0607.No superseded survey control is available for this station.
 QS0607
 QS0607_MARKER: I = METAL ROD
 QS0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0607_STAMPING: P 438 1985
 QS0607_MARK LOGO: NGS
 QS0607_PROJECTION: FLUSH
 QS0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0607+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 QS0607_ROD/PIPE-DEPTH: 4.3 meters
 QS0607
 QS0607  HISTORY     - Date     Condition        Report By
 QS0607  HISTORY     - 1985     MONUMENTED       NGS
 QS0607  HISTORY     - 20120801 GOOD             INDIV
 QS0607
 QS0607                          STATION DESCRIPTION
 QS0607
 QS0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0607'22.0 KM (13.7 MI) SOUTH FROM ISABEL.
 QS0607'22.0 KM (13.67 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0607'AT ISABEL, AT THE NORTH END OF A CURVE, AT A POINT WHERE THE HIGHWAY
 QS0607'BEGINS TO FOLLOW THE ZIEBACH-DEWEY COUNTY LINE, 0.52 KM (0.32 MI)
 QS0607'SOUTH OF THE T JUNCTION OF A GRAVEL DRIVE LEADING WEST TO A RANCH
 QS0607'HOUSE, 0.65 KM (0.40 MI) NORTH OF MILEPOST 179, 16.3 METERS (53.5 FT)
 QS0607'SOUTH-SOUTHEAST OF THE DEWEY COUNTY SIGN, 5.0 METERS (16.3 FT) SOUTH
 QS0607'OF A TELEPHONE POLE AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 QS0607'FENCE AT AN ANGLED OFFSET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QS0607'A 5-INCH LOGO CAP.
 QS0607'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0607'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0607
 QS0607                          STATION RECOVERY (2012)
 QS0607
 QS0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0049 ***********************************************************************
 OR0049  DESIGNATION -  P 44
 OR0049  PID         -  OR0049
 OR0049  STATE/COUNTY-  SD/SANBORN
 OR0049  COUNTRY     -  US
 OR0049  USGS QUAD   -  LETCHER (2017)
 OR0049
 OR0049                         *CURRENT SURVEY CONTROL
 OR0049  ______________________________________________________________________
 OR0049* NAD 83(1986) POSITION- 43 58 11.     (N) 098 13 29.     (W)   SCALED
 OR0049* NAVD 88 ORTHO HEIGHT -   398.928 (meters)     1308.82  (feet) ADJUSTED
 OR0049  ______________________________________________________________________
 OR0049  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 OR0049  DYNAMIC HEIGHT  -        398.842 (meters)     1308.53  (feet) COMP
 OR0049  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 OR0049
 OR0049  VERT ORDER      -  FIRST     CLASS II
 OR0049
 OR0049.The horizontal coordinates were scaled from a map and have
 OR0049.an estimated accuracy of +/- 6 seconds.
 OR0049
 OR0049.The orthometric height was determined by differential leveling and
 OR0049.adjusted by the NATIONAL GEODETIC SURVEY
 OR0049.in June 1991.
 OR0049
 OR0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0049.GEOID18 height accuracy estimate available here.
 OR0049
 OR0049.Click photographs - Photos may exist for this station.
 OR0049
 OR0049.The dynamic height is computed by dividing the NAVD 88
 OR0049.geopotential number by the normal gravity value computed on the
 OR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0049.degrees latitude (g = 980.6199 gals.).
 OR0049
 OR0049.The modeled gravity was interpolated from observed gravity values.
 OR0049
 OR0049;                    North         East    Units  Estimated Accuracy
 OR0049;SPC SD S     -   183,940.      769,180.      MT  (+/- 180 meters Scaled)
 OR0049
 OR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP621688(NAD 83)
 OR0049
 OR0049                          SUPERSEDED SURVEY CONTROL
 OR0049
 OR0049  NGVD 29 (??/??/92)  398.631  (m)         1307.84   (f) ADJ UNCH    1 2
 OR0049
 OR0049.Superseded values are not recommended for survey control.
 OR0049
 OR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0049.See file dsdata.pdf to determine how the superseded data were derived.
 OR0049
 OR0049_MARKER: DB = BENCH MARK DISK
 OR0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0049_STAMPING: P 44 1934
 OR0049_MARK LOGO: CGS
 OR0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0049+STABILITY: SURFACE MOTION
 OR0049
 OR0049  HISTORY     - Date     Condition        Report By
 OR0049  HISTORY     - 1934     MONUMENTED       CGS
 OR0049  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 OR0049
 OR0049                          STATION DESCRIPTION
 OR0049
 OR0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0049'AT CUTHBERT.
 OR0049'AT CUTHBERT, SANBORN COUNTY, 66 FEET NORTH OF THE CHICAGO,
 OR0049'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 22 POLES
 OR0049'NORTH OF MILEPOST 21, 45 FEET EAST OF THE CENTER LINE OF THE
 OR0049'TRACK, AND 3 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 OR0049'P 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OR0049
 OR0049                          STATION RECOVERY (2012)
 OR0049
 OR0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0960 ***********************************************************************
 OQ0960  DESIGNATION -  P 447
 OQ0960  PID         -  OQ0960
 OQ0960  STATE/COUNTY-  SD/LINCOLN
 OQ0960  COUNTRY     -  US
 OQ0960  USGS QUAD   -  BERESFORD NE (2017)
 OQ0960
 OQ0960                         *CURRENT SURVEY CONTROL
 OQ0960  ______________________________________________________________________
 OQ0960* NAD 83(1986) POSITION- 43 08 30.64   (N) 096 47 46.11   (W)   HD_HELD1
 OQ0960* NAVD 88 ORTHO HEIGHT -   427.070 (meters)     1401.15  (feet) ADJUSTED
 OQ0960  ______________________________________________________________________
 OQ0960  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 OQ0960  DYNAMIC HEIGHT  -        426.943 (meters)     1400.73  (feet) COMP
 OQ0960  MODELED GRAVITY -    980,309.7   (mgal)                       NAVD 88
 OQ0960
 OQ0960  VERT ORDER      -  FIRST     CLASS II
 OQ0960
 OQ0960.The horizontal coordinates were determined by differentially corrected
 OQ0960.hand held GPS observations or other comparable positioning techniques
 OQ0960.and have an estimated accuracy of +/- 3 meters.
 OQ0960
 OQ0960.The orthometric height was determined by differential leveling and
 OQ0960.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0960.in June 1991.
 OQ0960
 OQ0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0960.GEOID18 height accuracy estimate available here.
 OQ0960
 OQ0960.Click photographs - Photos may exist for this station.
 OQ0960
 OQ0960.The dynamic height is computed by dividing the NAVD 88
 OQ0960.geopotential number by the normal gravity value computed on the
 OQ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0960.degrees latitude (g = 980.6199 gals.).
 OQ0960
 OQ0960.The modeled gravity was interpolated from observed gravity values.
 OQ0960
 OQ0960;                    North         East    Units  Estimated Accuracy
 OQ0960;SPC SD S     -    95,944.8     887,657.8     MT  (+/- 3 meters HH1 GPS) 
 OQ0960
 OQ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7922278924(NAD 83)
 OQ0960
 OQ0960                          SUPERSEDED SURVEY CONTROL
 OQ0960
 OQ0960.No superseded survey control is available for this station.
 OQ0960
 OQ0960_MARKER: I = METAL ROD
 OQ0960_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0960_STAMPING: P 447 1990
 OQ0960_MARK LOGO: NGS
 OQ0960_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0960_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0960+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 OQ0960_ROD/PIPE-DEPTH: 7.9 meters
 OQ0960_SLEEVE-DEPTH  : 0.9 meters
 OQ0960
 OQ0960  HISTORY     - Date     Condition        Report By
 OQ0960  HISTORY     - 1990     MONUMENTED       NGS
 OQ0960  HISTORY     - 20120301 GOOD             INDIV
 OQ0960
 OQ0960                          STATION DESCRIPTION
 OQ0960
 OQ0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0960'6.5 KM (4.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0960'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 OQ0960'MILEPOST 51, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 OQ0960'NORTHBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT) NORTH OF A T-FENCE
 OQ0960'CORNER, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M
 OQ0960'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OQ0960'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ0960'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0960
 OQ0960                          STATION RECOVERY (2012)
 OQ0960
 OQ0960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1028 ***********************************************************************
 OQ1028  DESIGNATION -  P 448
 OQ1028  PID         -  OQ1028
 OQ1028  STATE/COUNTY-  SD/MINNEHAHA
 OQ1028  COUNTRY     -  US
 OQ1028  USGS QUAD   -  CROOKS (2017)
 OQ1028
 OQ1028                         *CURRENT SURVEY CONTROL
 OQ1028  ______________________________________________________________________
 OQ1028* NAD 83(1986) POSITION- 43 41 19.     (N) 096 46 51.     (W)   SCALED
 OQ1028* NAVD 88 ORTHO HEIGHT -   481.158 (meters)     1578.60  (feet) ADJUSTED
 OQ1028  ______________________________________________________________________
 OQ1028  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 OQ1028  DYNAMIC HEIGHT  -        481.039 (meters)     1578.21  (feet) COMP
 OQ1028  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 OQ1028
 OQ1028  VERT ORDER      -  FIRST     CLASS II
 OQ1028
 OQ1028.The horizontal coordinates were scaled from a map and have
 OQ1028.an estimated accuracy of +/- 6 seconds.
 OQ1028
 OQ1028.The orthometric height was determined by differential leveling and
 OQ1028.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1028.in September 1993.
 OQ1028
 OQ1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1028.GEOID18 height accuracy estimate available here.
 OQ1028
 OQ1028.Click photographs - Photos may exist for this station.
 OQ1028
 OQ1028.The dynamic height is computed by dividing the NAVD 88
 OQ1028.geopotential number by the normal gravity value computed on the
 OQ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1028.degrees latitude (g = 980.6199 gals.).
 OQ1028
 OQ1028.The modeled gravity was interpolated from observed gravity values.
 OQ1028
 OQ1028;                    North         East    Units  Estimated Accuracy
 OQ1028;SPC SD S     -   156,680.      886,310.      MT  (+/- 180 meters Scaled)
 OQ1028
 OQ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP788396(NAD 83)
 OQ1028
 OQ1028                          SUPERSEDED SURVEY CONTROL
 OQ1028
 OQ1028.No superseded survey control is available for this station.
 OQ1028
 OQ1028_MARKER: I = METAL ROD
 OQ1028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1028_STAMPING: P 448 1990
 OQ1028_MARK LOGO: NGS
 OQ1028_PROJECTION: PROJECTING 4 CENTIMETERS
 OQ1028_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1028+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2011
 OQ1028_ROD/PIPE-DEPTH: 8.5 meters
 OQ1028_SLEEVE-DEPTH  : 0.9 meters
 OQ1028
 OQ1028  HISTORY     - Date     Condition        Report By
 OQ1028  HISTORY     - 1990     MONUMENTED       NGS
 OQ1028  HISTORY     - 19910619 GOOD             NGS
 OQ1028  HISTORY     - 20110303 GOOD             INDIV
 OQ1028
 OQ1028                          STATION DESCRIPTION
 OQ1028
 OQ1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1028'16.4 KM (10.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FORM ITS
 OQ1028'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.7 KM (0.4 MI) NORTH OF
 OQ1028'MILEPOST 89, 1.0 KM (0.6 MI) NORTH OF THE CENTER OF A HIGHLINE
 OQ1028'CROSSING THE HIGHWAY, 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF THE
 OQ1028'NORTHBOUND LANES OF THE HIGHWAY, 12.5 M (41.0 FT) SOUTH OF THE
 OQ1028'EXTENDED CENTER OF A DIRT ROAD LEADING EAST, 3.1 M (10.2 FT) SOUTH OF
 OQ1028'A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ1028'0.5 M (1.6 FT) WEST OF WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1028'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1028'MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1028
 OQ1028                          STATION RECOVERY (1991)
 OQ1028
 OQ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1028'16.4 KM (10.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FORM ITS
 OQ1028'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.7 KM (0.4 MI) NORTH OF
 OQ1028'MILEPOST 89, 1.0 KM (0.6 MI) NORTH OF THE CENTER OF A HIGHLINE
 OQ1028'CROSSING THE HIGHWAY, 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF THE
 OQ1028'NORTHBOUND LANES OF THE HIGHWAY, 12.5 M (41.0 FT) SOUTH OF THE
 OQ1028'EXTENDED CENTER OF A DIRT ROAD LEADING EAST, 3.1 M (10.2 FT) SOUTH OF
 OQ1028'A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ1028'0.5 M (1.6 FT) WEST OF WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1028'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1028'MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1028
 OQ1028                          STATION RECOVERY (2011)
 OQ1028
 OQ1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0212 ***********************************************************************
 PS0212  DESIGNATION -  P 45
 PS0212  PID         -  PS0212
 PS0212  STATE/COUNTY-  SD/BEADLE
 PS0212  COUNTRY     -  US
 PS0212  USGS QUAD   -  WESSINGTON NE (2017)
 PS0212
 PS0212                         *CURRENT SURVEY CONTROL
 PS0212  ______________________________________________________________________
 PS0212* NAD 83(1986) POSITION- 44 29 10.93   (N) 098 30 14.38   (W)   HD_HELD1
 PS0212* NAVD 88 ORTHO HEIGHT -   408.791 (meters)     1341.18  (feet) ADJUSTED
 PS0212  ______________________________________________________________________
 PS0212  GEOID HEIGHT    -        -24.860 (meters)                     GEOID18
 PS0212  DYNAMIC HEIGHT  -        408.721 (meters)     1340.95  (feet) COMP
 PS0212  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 PS0212
 PS0212  VERT ORDER      -  FIRST     CLASS II
 PS0212
 PS0212.The horizontal coordinates were determined by differentially corrected
 PS0212.hand held GPS observations or other comparable positioning techniques
 PS0212.and have an estimated accuracy of +/- 3 meters.
 PS0212
 PS0212.The orthometric height was determined by differential leveling and
 PS0212.adjusted by the NATIONAL GEODETIC SURVEY
 PS0212.in June 1991.
 PS0212
 PS0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0212.GEOID18 height accuracy estimate available here.
 PS0212
 PS0212.Click photographs - Photos may exist for this station.
 PS0212
 PS0212.The dynamic height is computed by dividing the NAVD 88
 PS0212.geopotential number by the normal gravity value computed on the
 PS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0212.degrees latitude (g = 980.6199 gals.).
 PS0212
 PS0212.The modeled gravity was interpolated from observed gravity values.
 PS0212
 PS0212;                    North         East    Units  Estimated Accuracy
 PS0212;SPC SD N     -    73,666.5     718,996.1     MT  (+/- 3 meters HH1 GPS) 
 PS0212
 PS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3944026014(NAD 83)
 PS0212
 PS0212                          SUPERSEDED SURVEY CONTROL
 PS0212
 PS0212  NGVD 29 (??/??/92)  408.486  (m)         1340.17   (f) ADJ UNCH    1 2
 PS0212
 PS0212.Superseded values are not recommended for survey control.
 PS0212
 PS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0212.See file dsdata.pdf to determine how the superseded data were derived.
 PS0212
 PS0212_MARKER: DB = BENCH MARK DISK
 PS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0212_STAMPING: P 45 1934
 PS0212_MARK LOGO: CGS
 PS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0212+STABILITY: SURFACE MOTION
 PS0212
 PS0212  HISTORY     - Date     Condition        Report By
 PS0212  HISTORY     - 1934     MONUMENTED       CGS
 PS0212
 PS0212                          STATION DESCRIPTION
 PS0212
 PS0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0212'5.6 MI N FROM WOLSEY.
 PS0212'5.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0212'PACIFIC RAILROAD FROM THE POST OFFICE AT WOLSEY, BEADLE COUNTY,
 PS0212'AT A ROAD CROSSING, ABOUT 100 FEET SOUTH OF THE CENTERLINE OF
 PS0212'THE ROD, 38 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 PS0212'SOUTH OF A POLE.  A STANDARD DISK, STAMPED P 45 1934 AND SET IN
 PS0212'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1961 ***********************************************************************
 NM1961  DESIGNATION -  P 450
 NM1961  PID         -  NM1961
 NM1961  STATE/COUNTY-  SD/UNION
 NM1961  COUNTRY     -  US
 NM1961  USGS QUAD   -  ELK POINT (2017)
 NM1961
 NM1961                         *CURRENT SURVEY CONTROL
 NM1961  ______________________________________________________________________
 NM1961* NAD 83(1986) POSITION- 42 43 54.     (N) 096 43 16.     (W)   SCALED
 NM1961* NAVD 88 ORTHO HEIGHT -   342.865 (meters)     1124.88  (feet) ADJUSTED
 NM1961  ______________________________________________________________________
 NM1961  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 NM1961  DYNAMIC HEIGHT  -        342.767 (meters)     1124.56  (feet) COMP
 NM1961  MODELED GRAVITY -    980,326.0   (mgal)                       NAVD 88
 NM1961
 NM1961  VERT ORDER      -  FIRST     CLASS II
 NM1961
 NM1961.The horizontal coordinates were scaled from a map and have
 NM1961.an estimated accuracy of +/- 6 seconds.
 NM1961
 NM1961.The orthometric height was determined by differential leveling and
 NM1961.adjusted by the NATIONAL GEODETIC SURVEY
 NM1961.in June 1991.
 NM1961
 NM1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1961.GEOID18 height accuracy estimate available here.
 NM1961
 NM1961.Click photographs - Photos may exist for this station.
 NM1961
 NM1961.The dynamic height is computed by dividing the NAVD 88
 NM1961.geopotential number by the normal gravity value computed on the
 NM1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1961.degrees latitude (g = 980.6199 gals.).
 NM1961
 NM1961.The modeled gravity was interpolated from observed gravity values.
 NM1961
 NM1961;                    North         East    Units  Estimated Accuracy
 NM1961;SPC SD S     -    50,680.      895,740.      MT  (+/- 180 meters Scaled)
 NM1961
 NM1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN865335(NAD 83)
 NM1961
 NM1961                          SUPERSEDED SURVEY CONTROL
 NM1961
 NM1961.No superseded survey control is available for this station.
 NM1961
 NM1961_MARKER: I = METAL ROD
 NM1961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1961_STAMPING: P 450 1990
 NM1961_MARK LOGO: NGS
 NM1961_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1961_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1961+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1961_ROD/PIPE-DEPTH: 14.0 meters
 NM1961_SLEEVE-DEPTH  : 0.9 meters
 NM1961
 NM1961  HISTORY     - Date     Condition        Report By
 NM1961  HISTORY     - 1990     MONUMENTED       NGS
 NM1961  HISTORY     - 20120402 GOOD             INDIV
 NM1961
 NM1961                          STATION DESCRIPTION
 NM1961
 NM1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1961'5.1 KM (3.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1961'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 0.8 KM (0.5 MI) NORTH OF
 NM1961'MILEPOST 21, 32.2 M (105.6 FT) NORTHEAST OF AND LEVEL WITH THE
 NM1961'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT)
 NM1961'NORTHWEST OF THE NORTHEAST 1 OF 2 FENCE BRACE POSTS, AND 0.6 M (2.0
 NM1961'FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NM1961'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 NM1961'SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1961
 NM1961                          STATION RECOVERY (2012)
 NM1961
 NM1961'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1033 ***********************************************************************
 PR1033  DESIGNATION -  P 451
 PR1033  PID         -  PR1033
 PR1033  STATE/COUNTY-  SD/MOODY
 PR1033  COUNTRY     -  US
 PR1033  USGS QUAD   -  MEDARY (2017)
 PR1033
 PR1033                         *CURRENT SURVEY CONTROL
 PR1033  ______________________________________________________________________
 PR1033* NAD 83(1986) POSITION- 44 11 43.     (N) 096 45 30.     (W)   SCALED
 PR1033* NAVD 88 ORTHO HEIGHT -   478.812 (meters)     1570.90  (feet) ADJUSTED
 PR1033  ______________________________________________________________________
 PR1033  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 PR1033  DYNAMIC HEIGHT  -        478.712 (meters)     1570.57  (feet) COMP
 PR1033  MODELED GRAVITY -    980,394.0   (mgal)                       NAVD 88
 PR1033
 PR1033  VERT ORDER      -  FIRST     CLASS II
 PR1033
 PR1033.The horizontal coordinates were scaled from a map and have
 PR1033.an estimated accuracy of +/- 6 seconds.
 PR1033
 PR1033.The orthometric height was determined by differential leveling and
 PR1033.adjusted by the NATIONAL GEODETIC SURVEY
 PR1033.in October 1997.
 PR1033
 PR1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1033.GEOID18 height accuracy estimate available here.
 PR1033
 PR1033.Click photographs - Photos may exist for this station.
 PR1033
 PR1033.The dynamic height is computed by dividing the NAVD 88
 PR1033.geopotential number by the normal gravity value computed on the
 PR1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1033.degrees latitude (g = 980.6199 gals.).
 PR1033
 PR1033.The modeled gravity was interpolated from observed gravity values.
 PR1033
 PR1033;                    North         East    Units  Estimated Accuracy
 PR1033;SPC SD S     -   213,000.      885,700.      MT  (+/- 180 meters Scaled)
 PR1033
 PR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP791960(NAD 83)
 PR1033
 PR1033                          SUPERSEDED SURVEY CONTROL
 PR1033
 PR1033  NAVD 88 (06/15/91)  478.828  (m)         1570.95   (f) SUPERSEDED  1 2
 PR1033
 PR1033.Superseded values are not recommended for survey control.
 PR1033
 PR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1033.See file dsdata.pdf to determine how the superseded data were derived.
 PR1033
 PR1033_MARKER: I = METAL ROD
 PR1033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1033_STAMPING: P 451 1990
 PR1033_MARK LOGO: NGS
 PR1033_PROJECTION: PROJECTING 12 CENTIMETERS
 PR1033_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1033+STABILITY: POSITION/ELEVATION WELL
 PR1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1033+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1033_ROD/PIPE-DEPTH: 16.5 meters
 PR1033_SLEEVE-DEPTH  : 12.2 meters
 PR1033
 PR1033  HISTORY     - Date     Condition        Report By
 PR1033  HISTORY     - 1990     MONUMENTED       NGS
 PR1033
 PR1033                          STATION DESCRIPTION
 PR1033
 PR1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1033'12.9 KM (8.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1033'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 1.3 KM (0.8 MI) NORTH OF
 PR1033'MILEPOST 124, AT THE BROOKINGS-MOODY COUNTY LINE, 31.1 M (102.0 FT)
 PR1033'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 24.4 M
 PR1033'(80.1 FT) SOUTH OF A UTILITY POLE AND T-FENCE CORNER, 23.9 M
 PR1033'(78.4 FT) SOUTHEAST OF THE EAST LEG OF A SIGN (BROOKINGS COUNTY),
 PR1033'12.0 M (39.4 FT) SOUTH OF THE EXTENDED CENTER OF AN ABANDONED SECTION
 PR1033'LINE ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M
 PR1033'(2.6 FT) SOUTHWEST OF THE MOST SOUTHERLY OF 3 FENCE BRACE POSTS, 0.6
 PR1033'M (2.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 PR1033'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1114 ***********************************************************************
 OQ1114  DESIGNATION -  P 452
 OQ1114  PID         -  OQ1114
 OQ1114  STATE/COUNTY-  SD/MINNEHAHA
 OQ1114  COUNTRY     -  US
 OQ1114  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ1114
 OQ1114                         *CURRENT SURVEY CONTROL
 OQ1114  ______________________________________________________________________
 OQ1114* NAD 83(1986) POSITION- 43 36 30.     (N) 096 52 13.     (W)   SCALED
 OQ1114* NAVD 88 ORTHO HEIGHT -   468.956 (meters)     1538.57  (feet) ADJUSTED
 OQ1114  ______________________________________________________________________
 OQ1114  GEOID HEIGHT    -        -26.240 (meters)                     GEOID18
 OQ1114  DYNAMIC HEIGHT  -        468.831 (meters)     1538.16  (feet) COMP
 OQ1114  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 OQ1114
 OQ1114  VERT ORDER      -  FIRST     CLASS II
 OQ1114
 OQ1114.The horizontal coordinates were scaled from a map and have
 OQ1114.an estimated accuracy of +/- 6 seconds.
 OQ1114
 OQ1114.The orthometric height was determined by differential leveling and
 OQ1114.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1114.in September 1993.
 OQ1114
 OQ1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1114.GEOID18 height accuracy estimate available here.
 OQ1114
 OQ1114.Click photographs - Photos may exist for this station.
 OQ1114
 OQ1114.The dynamic height is computed by dividing the NAVD 88
 OQ1114.geopotential number by the normal gravity value computed on the
 OQ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1114.degrees latitude (g = 980.6199 gals.).
 OQ1114
 OQ1114.The modeled gravity was interpolated from observed gravity values.
 OQ1114
 OQ1114;                    North         East    Units  Estimated Accuracy
 OQ1114;SPC SD S     -   147,470.      879,470.      MT  (+/- 180 meters Scaled)
 OQ1114
 OQ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP718305(NAD 83)
 OQ1114
 OQ1114                          SUPERSEDED SURVEY CONTROL
 OQ1114
 OQ1114.No superseded survey control is available for this station.
 OQ1114
 OQ1114_MARKER: I = METAL ROD
 OQ1114_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1114_STAMPING: P 452 1991
 OQ1114_MARK LOGO: NGS
 OQ1114_PROJECTION: FLUSH
 OQ1114_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1114+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 OQ1114_ROD/PIPE-DEPTH: 6.9 meters
 OQ1114_SLEEVE-DEPTH  : 0.9 meters
 OQ1114
 OQ1114  HISTORY     - Date     Condition        Report By
 OQ1114  HISTORY     - 1991     MONUMENTED       NGS
 OQ1114  HISTORY     - 20110329 GOOD             INDIV
 OQ1114
 OQ1114                          STATION DESCRIPTION
 OQ1114
 OQ1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1114'8.2 KM (5.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1114'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1114'FALLS, 0.7 KM (0.4 MI) EAST OF MILEPOST 391, 32.1 M (105.3 FT) SOUTH
 OQ1114'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 11.9 M (39.0
 OQ1114'FT) NORTHEAST OF A UTILITY POLE, 7.0 M (23.0 FT) EAST OF A T-FENCE
 OQ1114'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 OQ1114'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1114'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1114'THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1114
 OQ1114                          STATION RECOVERY (2011)
 OQ1114
 OQ1114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1170 ***********************************************************************
 OQ1170  DESIGNATION -  P 453
 OQ1170  PID         -  OQ1170
 OQ1170  STATE/COUNTY-  SD/HANSON
 OQ1170  COUNTRY     -  US
 OQ1170  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1170
 OQ1170                         *CURRENT SURVEY CONTROL
 OQ1170  ______________________________________________________________________
 OQ1170* NAD 83(1986) POSITION- 43 41 01.     (N) 097 51 28.     (W)   SCALED
 OQ1170* NAVD 88 ORTHO HEIGHT -   397.175 (meters)     1303.07  (feet) ADJUSTED
 OQ1170  ______________________________________________________________________
 OQ1170  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 OQ1170  DYNAMIC HEIGHT  -        397.076 (meters)     1302.74  (feet) COMP
 OQ1170  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 OQ1170
 OQ1170  VERT ORDER      -  FIRST     CLASS II
 OQ1170
 OQ1170.The horizontal coordinates were scaled from a map and have
 OQ1170.an estimated accuracy of +/- 6 seconds.
 OQ1170
 OQ1170.The orthometric height was determined by differential leveling and
 OQ1170.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1170.in September 1993.
 OQ1170
 OQ1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1170.GEOID18 height accuracy estimate available here.
 OQ1170
 OQ1170.Click photographs - Photos may exist for this station.
 OQ1170
 OQ1170.The dynamic height is computed by dividing the NAVD 88
 OQ1170.geopotential number by the normal gravity value computed on the
 OQ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1170.degrees latitude (g = 980.6199 gals.).
 OQ1170
 OQ1170.The modeled gravity was interpolated from observed gravity values.
 OQ1170
 OQ1170;                    North         East    Units  Estimated Accuracy
 OQ1170;SPC SD S     -   152,980.      799,560.      MT  (+/- 180 meters Scaled)
 OQ1170
 OQ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP920373(NAD 83)
 OQ1170
 OQ1170                          SUPERSEDED SURVEY CONTROL
 OQ1170
 OQ1170.No superseded survey control is available for this station.
 OQ1170
 OQ1170_MARKER: I = METAL ROD
 OQ1170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1170_STAMPING: P 453 1991
 OQ1170_MARK LOGO: NGS
 OQ1170_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ1170_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1170+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1170_ROD/PIPE-DEPTH: 8.8 meters
 OQ1170_SLEEVE-DEPTH  : 0.9 meters
 OQ1170
 OQ1170  HISTORY     - Date     Condition        Report By
 OQ1170  HISTORY     - 1991     MONUMENTED       NGS
 OQ1170  HISTORY     - 20120202 GOOD             INDIV
 OQ1170
 OQ1170                          STATION DESCRIPTION
 OQ1170
 OQ1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1170'6.1 KM (3.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1170'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.3 KM (0.2
 OQ1170'MI) WEST OF MILEPOST 340, 75.7 M (248.4 FT) NORTHWEST OF A T-FENCE
 OQ1170'CORNER, 31.0 M (101.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 OQ1170'EASTBOUND LANES OF THE HIGHWAY, 11.6 M (38.1 FT) SOUTHEAST OF A
 OQ1170'BRACED FENCE POST, 1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST AND
 OQ1170'FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OQ1170'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1170'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1170
 OQ1170                          STATION RECOVERY (2012)
 OQ1170
 OQ1170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1007 ***********************************************************************
 OR1007  DESIGNATION -  P 454
 OR1007  PID         -  OR1007
 OR1007  STATE/COUNTY-  SD/AURORA
 OR1007  COUNTRY     -  US
 OR1007  USGS QUAD   -  WHITE LAKE (2017)
 OR1007
 OR1007                         *CURRENT SURVEY CONTROL
 OR1007  ______________________________________________________________________
 OR1007* NAD 83(1986) POSITION- 43 43 12.     (N) 098 44 28.     (W)   SCALED
 OR1007* NAVD 88 ORTHO HEIGHT -   495.558 (meters)     1625.84  (feet) ADJUSTED
 OR1007  ______________________________________________________________________
 OR1007  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 OR1007  DYNAMIC HEIGHT  -        495.432 (meters)     1625.43  (feet) COMP
 OR1007  MODELED GRAVITY -    980,348.6   (mgal)                       NAVD 88
 OR1007
 OR1007  VERT ORDER      -  FIRST     CLASS II
 OR1007
 OR1007.The horizontal coordinates were scaled from a map and have
 OR1007.an estimated accuracy of +/- 6 seconds.
 OR1007
 OR1007.The orthometric height was determined by differential leveling and
 OR1007.adjusted by the NATIONAL GEODETIC SURVEY
 OR1007.in September 1993.
 OR1007
 OR1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1007.GEOID18 height accuracy estimate available here.
 OR1007
 OR1007.Click photographs - Photos may exist for this station.
 OR1007
 OR1007.The dynamic height is computed by dividing the NAVD 88
 OR1007.geopotential number by the normal gravity value computed on the
 OR1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1007.degrees latitude (g = 980.6199 gals.).
 OR1007
 OR1007.The modeled gravity was interpolated from observed gravity values.
 OR1007
 OR1007;                    North         East    Units  Estimated Accuracy
 OR1007;SPC SD S     -   155,280.      728,290.      MT  (+/- 180 meters Scaled)
 OR1007
 OR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP208408(NAD 83)
 OR1007
 OR1007                          SUPERSEDED SURVEY CONTROL
 OR1007
 OR1007.No superseded survey control is available for this station.
 OR1007
 OR1007_MARKER: I = METAL ROD
 OR1007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1007_STAMPING: P 454 1991
 OR1007_MARK LOGO: NGS
 OR1007_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1007+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 OR1007_ROD/PIPE-DEPTH: 8.5 meters
 OR1007_SLEEVE-DEPTH  : 0.9 meters
 OR1007
 OR1007  HISTORY     - Date     Condition        Report By
 OR1007  HISTORY     - 1991     MONUMENTED       NGS
 OR1007  HISTORY     - 20120208 GOOD             INDIV
 OR1007
 OR1007                          STATION DESCRIPTION
 OR1007
 OR1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1007'20.8 KM (12.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OR1007'INTERSECTION WITH INTERSTATE HIGHWAY 90 BUSINESS IN PLANKINTON (EXIT
 OR1007'308), 0.5 KM (0.3 MI) EAST OF MILE POST 295, 51.8 M (169.9 FT)
 OR1007'SOUTHEAST OF A BRACED FENCE POST, 30.2 M (99.1 FT) SOUTHWEST OF THE
 OR1007'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 24.2 M (79.4 FT)
 OR1007'WEST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN (EXIT 296), 1.5 M
 OR1007'(4.9 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND 1.5 M (4.9 FT)
 OR1007'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OR1007'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR1007'SPECIFICATIONS FOR A CLASS A MARK.
 OR1007
 OR1007                          STATION RECOVERY (2012)
 OR1007
 OR1007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1029 ***********************************************************************
 OR1029  DESIGNATION -  P 455
 OR1029  PID         -  OR1029
 OR1029  STATE/COUNTY-  SD/BRULE
 OR1029  COUNTRY     -  US
 OR1029  USGS QUAD   -  PUKWANA (2017)
 OR1029
 OR1029                         *CURRENT SURVEY CONTROL
 OR1029  ______________________________________________________________________
 OR1029* NAD 83(1986) POSITION- 43 45 06.     (N) 099 13 02.     (W)   SCALED
 OR1029* NAVD 88 ORTHO HEIGHT -   500.172 (meters)     1640.98  (feet) ADJUSTED
 OR1029  ______________________________________________________________________
 OR1029  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 OR1029  DYNAMIC HEIGHT  -        500.036 (meters)     1640.53  (feet) COMP
 OR1029  MODELED GRAVITY -    980,333.0   (mgal)                       NAVD 88
 OR1029
 OR1029  VERT ORDER      -  FIRST     CLASS II
 OR1029
 OR1029.The horizontal coordinates were scaled from a map and have
 OR1029.an estimated accuracy of +/- 6 seconds.
 OR1029
 OR1029.The orthometric height was determined by differential leveling and
 OR1029.adjusted by the NATIONAL GEODETIC SURVEY
 OR1029.in September 1993.
 OR1029
 OR1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1029.GEOID18 height accuracy estimate available here.
 OR1029
 OR1029.Click photographs - Photos may exist for this station.
 OR1029
 OR1029.The dynamic height is computed by dividing the NAVD 88
 OR1029.geopotential number by the normal gravity value computed on the
 OR1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1029.degrees latitude (g = 980.6199 gals.).
 OR1029
 OR1029.The modeled gravity was interpolated from observed gravity values.
 OR1029
 OR1029;                    North         East    Units  Estimated Accuracy
 OR1029;SPC SD S     -   158,170.      689,880.      MT  (+/- 180 meters Scaled)
 OR1029
 OR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP825443(NAD 83)
 OR1029
 OR1029                          SUPERSEDED SURVEY CONTROL
 OR1029
 OR1029.No superseded survey control is available for this station.
 OR1029
 OR1029_MARKER: I = METAL ROD
 OR1029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1029_STAMPING: P 455 1991
 OR1029_MARK LOGO: NGS
 OR1029_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1029_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1029+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1029_ROD/PIPE-DEPTH: 4.3 meters
 OR1029_SLEEVE-DEPTH  : 0.9 meters
 OR1029
 OR1029  HISTORY     - Date     Condition        Report By
 OR1029  HISTORY     - 1991     MONUMENTED       NGS
 OR1029  HISTORY     - 20120312 GOOD             INDIV
 OR1029
 OR1029                          STATION DESCRIPTION
 OR1029
 OR1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1029'12.1 KM (7.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1029'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1029'150.0 M (492.1 FT) WEST OF MILEPOST 271, 31.2 M (102.4 FT) SOUTH OF
 OR1029'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT)
 OR1029'EAST OF A BRACED FENCE POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OR1029'HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OR1029'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR1029'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1029
 OR1029                          STATION RECOVERY (2012)
 OR1029
 OR1029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0858 ***********************************************************************
 OS0858  DESIGNATION -  P 457
 OS0858  PID         -  OS0858
 OS0858  STATE/COUNTY-  SD/JONES
 OS0858  COUNTRY     -  US
 OS0858  USGS QUAD   -  STAMFORD (2017)
 OS0858
 OS0858                         *CURRENT SURVEY CONTROL
 OS0858  ______________________________________________________________________
 OS0858* NAD 83(1986) POSITION- 43 54 03.     (N) 101 01 29.     (W)   SCALED
 OS0858* NAVD 88 ORTHO HEIGHT -   699.928 (meters)     2296.35  (feet) ADJUSTED
 OS0858  ______________________________________________________________________
 OS0858  GEOID HEIGHT    -        -23.319 (meters)                     GEOID18
 OS0858  DYNAMIC HEIGHT  -        699.703 (meters)     2295.61  (feet) COMP
 OS0858  MODELED GRAVITY -    980,275.1   (mgal)                       NAVD 88
 OS0858
 OS0858  VERT ORDER      -  FIRST     CLASS II
 OS0858
 OS0858.The horizontal coordinates were scaled from a map and have
 OS0858.an estimated accuracy of +/- 6 seconds.
 OS0858
 OS0858.The orthometric height was determined by differential leveling and
 OS0858.adjusted by the NATIONAL GEODETIC SURVEY
 OS0858.in September 1993.
 OS0858
 OS0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0858.GEOID18 height accuracy estimate available here.
 OS0858
 OS0858.Click photographs - Photos may exist for this station.
 OS0858
 OS0858.The dynamic height is computed by dividing the NAVD 88
 OS0858.geopotential number by the normal gravity value computed on the
 OS0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0858.degrees latitude (g = 980.6199 gals.).
 OS0858
 OS0858.The modeled gravity was interpolated from observed gravity values.
 OS0858
 OS0858;                    North         East    Units  Estimated Accuracy
 OS0858;SPC SD S     -   174,370.      544,460.      MT  (+/- 180 meters Scaled)
 OS0858
 OS0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP373628(NAD 83)
 OS0858
 OS0858                          SUPERSEDED SURVEY CONTROL
 OS0858
 OS0858.No superseded survey control is available for this station.
 OS0858
 OS0858_MARKER: I = METAL ROD
 OS0858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0858_STAMPING: P 457 1991
 OS0858_MARK LOGO: NGS
 OS0858_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0858_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0858+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0858_ROD/PIPE-DEPTH: 4.2 meters
 OS0858_SLEEVE-DEPTH  : 0.9 meters
 OS0858
 OS0858  HISTORY     - Date     Condition        Report By
 OS0858  HISTORY     - 1991     MONUMENTED       NGS
 OS0858
 OS0858                          STATION DESCRIPTION
 OS0858
 OS0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0858'26.2 KM (16.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0858'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.8 KM (0.50
 OS0858'MI) EAST OF MILEPOST 176, 31.0 M (101.7 FT) SOUTH OF THE CENTERLINE
 OS0858'OF THE EASTBOUND LANES OF THE HIGHWAY, 3.9 M (12.8 FT) EAST OF A
 OS0858'T-FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0858'0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0858'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0858'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0895 ***********************************************************************
 OS0895  DESIGNATION -  P 458
 OS0895  PID         -  OS0895
 OS0895  STATE/COUNTY-  SD/MELLETTE
 OS0895  COUNTRY     -  US
 OS0895  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0895
 OS0895                         *CURRENT SURVEY CONTROL
 OS0895  ______________________________________________________________________
 OS0895* NAD 83(1986) POSITION- 43 36 29.69   (N) 100 41 52.45   (W)   HD_HELD1
 OS0895* NAVD 88 ORTHO HEIGHT -   585.695 (meters)     1921.57  (feet) ADJUSTED
 OS0895  ______________________________________________________________________
 OS0895  GEOID HEIGHT    -        -24.141 (meters)                     GEOID18
 OS0895  DYNAMIC HEIGHT  -        585.488 (meters)     1920.89  (feet) COMP
 OS0895  MODELED GRAVITY -    980,249.1   (mgal)                       NAVD 88
 OS0895
 OS0895  VERT ORDER      -  FIRST     CLASS II
 OS0895
 OS0895.The horizontal coordinates were determined by differentially corrected
 OS0895.hand held GPS observations or other comparable positioning techniques
 OS0895.and have an estimated accuracy of +/- 3 meters.
 OS0895
 OS0895.The orthometric height was determined by differential leveling and
 OS0895.adjusted by the NATIONAL GEODETIC SURVEY
 OS0895.in June 1994.
 OS0895
 OS0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0895.GEOID18 height accuracy estimate available here.
 OS0895
 OS0895.Click photographs - Photos may exist for this station.
 OS0895
 OS0895.The dynamic height is computed by dividing the NAVD 88
 OS0895.geopotential number by the normal gravity value computed on the
 OS0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0895.degrees latitude (g = 980.6199 gals.).
 OS0895
 OS0895.The modeled gravity was interpolated from observed gravity values.
 OS0895
 OS0895;                    North         East    Units  Estimated Accuracy
 OS0895;SPC SD S     -   141,696.2     570,570.4     MT  (+/- 3 meters HH1 GPS) 
 OS0895
 OS0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6297829763(NAD 83)
 OS0895
 OS0895                          SUPERSEDED SURVEY CONTROL
 OS0895
 OS0895.No superseded survey control is available for this station.
 OS0895
 OS0895_MARKER: I = METAL ROD
 OS0895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0895_STAMPING: P 458 1992
 OS0895_MARK LOGO: NGS
 OS0895_PROJECTION: FLUSH
 OS0895_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0895+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0895_ROD/PIPE-DEPTH: 9.8 meters
 OS0895_SLEEVE-DEPTH  : 0.9 meters
 OS0895
 OS0895  HISTORY     - Date     Condition        Report By
 OS0895  HISTORY     - 1992     MONUMENTED       NGS
 OS0895  HISTORY     - 20051104 GOOD             HKM
 OS0895
 OS0895                          STATION DESCRIPTION
 OS0895
 OS0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0895'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0895'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0895'83, THENCE 4.6 KM (2.85 MI) EASTERLY ALONG A GRAVELED ROAD, 34.1 M
 OS0895'(111.9 FT) SOUTH OF THE CENTER OF THE ROAD, 32.6 M (107.0 FT) WEST OF
 OS0895'THE EXTENDED CENTER OF A RANCH ROAD LEADING NORTH, 4.2 M (13.8 FT)
 OS0895'NORTH OF A WITNESS POST, 1.9 M (6.2 FT) SOUTH OF A T-JUNCTION UTILITY
 OS0895'POLE WITH A GUY CABLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OS0895'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0895'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0895
 OS0895                          STATION RECOVERY (2005)
 OS0895
 OS0895'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0944 ***********************************************************************
 OS0944  DESIGNATION -  P 459
 OS0944  PID         -  OS0944
 OS0944  STATE/COUNTY-  SD/TODD
 OS0944  COUNTRY     -  US
 OS0944  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0944
 OS0944                         *CURRENT SURVEY CONTROL
 OS0944  ______________________________________________________________________
 OS0944* NAD 83(1986) POSITION- 43 02 46.     (N) 100 35 37.     (W)   SCALED
 OS0944* NAVD 88 ORTHO HEIGHT -   828.822 (meters)     2719.23  (feet) ADJUSTED
 OS0944  ______________________________________________________________________
 OS0944  GEOID HEIGHT    -        -22.328 (meters)                     GEOID18
 OS0944  DYNAMIC HEIGHT  -        828.485 (meters)     2718.12  (feet) COMP
 OS0944  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 OS0944
 OS0944  VERT ORDER      -  FIRST     CLASS II
 OS0944
 OS0944.The horizontal coordinates were scaled from a map and have
 OS0944.an estimated accuracy of +/- 6 seconds.
 OS0944
 OS0944.The orthometric height was determined by differential leveling and
 OS0944.adjusted by the NATIONAL GEODETIC SURVEY
 OS0944.in June 1994.
 OS0944
 OS0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0944.GEOID18 height accuracy estimate available here.
 OS0944
 OS0944.Click photographs - Photos may exist for this station.
 OS0944
 OS0944.The dynamic height is computed by dividing the NAVD 88
 OS0944.geopotential number by the normal gravity value computed on the
 OS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0944.degrees latitude (g = 980.6199 gals.).
 OS0944
 OS0944.The modeled gravity was interpolated from observed gravity values.
 OS0944
 OS0944;                    North         East    Units  Estimated Accuracy
 OS0944;SPC SD S     -    79,220.      578,790.      MT  (+/- 180 meters Scaled)
 OS0944
 OS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN702671(NAD 83)
 OS0944
 OS0944                          SUPERSEDED SURVEY CONTROL
 OS0944
 OS0944.No superseded survey control is available for this station.
 OS0944
 OS0944_MARKER: I = METAL ROD
 OS0944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0944_STAMPING: P 459 1992
 OS0944_MARK LOGO: NGS
 OS0944_PROJECTION: FLUSH
 OS0944_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0944+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0944_ROD/PIPE-DEPTH: 3.7 meters
 OS0944
 OS0944  HISTORY     - Date     Condition        Report By
 OS0944  HISTORY     - 1992     MONUMENTED       NGS
 OS0944
 OS0944                          STATION DESCRIPTION
 OS0944
 OS0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0944'19.5 KM (12.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0944'OF U.S. HIGHWAY 18 IN MISSION, 25.7 M (84.3 FT) NORTH OF THE CENTER
 OS0944'OF A GRAVELED ROAD, 21.8 M (71.5 FT) WEST OF THE CENTERLINE OF THE
 OS0944'HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND A FENCE, AND 0.2 M
 OS0944'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OS0944'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0236 ***********************************************************************
 PS0236  DESIGNATION -  P 46
 PS0236  PID         -  PS0236
 PS0236  STATE/COUNTY-  SD/FAULK
 PS0236  COUNTRY     -  US
 PS0236  USGS QUAD   -  ROCKHAM (2017)
 PS0236
 PS0236                         *CURRENT SURVEY CONTROL
 PS0236  ______________________________________________________________________
 PS0236* NAD 83(1986) POSITION- 44 54 11.     (N) 098 47 44.     (W)   SCALED
 PS0236* NAVD 88 ORTHO HEIGHT -   420.314 (meters)     1378.98  (feet) ADJUSTED
 PS0236  ______________________________________________________________________
 PS0236  GEOID HEIGHT    -        -24.191 (meters)                     GEOID18
 PS0236  DYNAMIC HEIGHT  -        420.262 (meters)     1378.81  (feet) COMP
 PS0236  MODELED GRAVITY -    980,480.1   (mgal)                       NAVD 88
 PS0236
 PS0236  VERT ORDER      -  FIRST     CLASS II
 PS0236
 PS0236.The horizontal coordinates were scaled from a map and have
 PS0236.an estimated accuracy of +/- 6 seconds.
 PS0236
 PS0236.The orthometric height was determined by differential leveling and
 PS0236.adjusted by the NATIONAL GEODETIC SURVEY
 PS0236.in June 1991.
 PS0236
 PS0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0236.GEOID18 height accuracy estimate available here.
 PS0236
 PS0236.Click photographs - Photos may exist for this station.
 PS0236
 PS0236.The dynamic height is computed by dividing the NAVD 88
 PS0236.geopotential number by the normal gravity value computed on the
 PS0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0236.degrees latitude (g = 980.6199 gals.).
 PS0236
 PS0236.The modeled gravity was interpolated from observed gravity values.
 PS0236
 PS0236;                    North         East    Units  Estimated Accuracy
 PS0236;SPC SD N     -   119,580.      695,120.      MT  (+/- 180 meters Scaled)
 PS0236
 PS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ161722(NAD 83)
 PS0236
 PS0236                          SUPERSEDED SURVEY CONTROL
 PS0236
 PS0236  NGVD 29 (??/??/92)  420.003  (m)         1377.96   (f) ADJ UNCH    1 2
 PS0236
 PS0236.Superseded values are not recommended for survey control.
 PS0236
 PS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0236.See file dsdata.pdf to determine how the superseded data were derived.
 PS0236
 PS0236_MARKER: DB = BENCH MARK DISK
 PS0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0236_STAMPING: P 46 1934
 PS0236_MARK LOGO: CGS
 PS0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0236+STABILITY: SURFACE MOTION
 PS0236
 PS0236  HISTORY     - Date     Condition        Report By
 PS0236  HISTORY     - 1934     MONUMENTED       CGS
 PS0236  HISTORY     - 19960601 MARK NOT FOUND   NGS
 PS0236
 PS0236                          STATION DESCRIPTION
 PS0236
 PS0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0236'1.4 MI E FROM ROCKHAM.
 PS0236'1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0236'FROM THE CITY WATER TANK AT ROCKHAM, FAULK COUNTY, ABOUT
 PS0236'6 POLES WEST OF MILEPOST 14, ABOUT 4 POLES EAST OF A ROAD
 PS0236'CROSSING, 54 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 PS0236'AND OPPOSITE A POLE.  A STANDARD DISK, STAMPED P 46 1934 AND
 PS0236'SET IN THE TOP OF A CONCRETE POST.
 PS0236
 PS0236                          STATION RECOVERY (1996)
 PS0236
 PS0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0236'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8814 ***********************************************************************
 AB8814  DESIGNATION -  P 460
 AB8814  PID         -  AB8814
 AB8814  STATE/COUNTY-  SD/BROOKINGS
 AB8814  COUNTRY     -  US
 AB8814  USGS QUAD   -  BROOKINGS (2017)
 AB8814
 AB8814                         *CURRENT SURVEY CONTROL
 AB8814  ______________________________________________________________________
 AB8814* NAD 83(1986) POSITION- 44 19 36.     (N) 096 50 37.     (W)   SCALED
 AB8814* NAVD 88 ORTHO HEIGHT -   486.726 (meters)     1596.87  (feet) ADJUSTED
 AB8814  ______________________________________________________________________
 AB8814  GEOID HEIGHT    -        -25.315 (meters)                     GEOID18
 AB8814  DYNAMIC HEIGHT  -        486.638 (meters)     1596.58  (feet) COMP
 AB8814  MODELED GRAVITY -    980,420.6   (mgal)                       NAVD 88
 AB8814
 AB8814  VERT ORDER      -  FIRST     CLASS II
 AB8814
 AB8814.The horizontal coordinates were scaled from a map and have
 AB8814.an estimated accuracy of +/- 6 seconds.
 AB8814
 AB8814.The orthometric height was determined by differential leveling and
 AB8814.adjusted by the NATIONAL GEODETIC SURVEY
 AB8814.in October 1997.
 AB8814
 AB8814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8814.GEOID18 height accuracy estimate available here.
 AB8814
 AB8814.Click photographs - Photos may exist for this station.
 AB8814
 AB8814.The dynamic height is computed by dividing the NAVD 88
 AB8814.geopotential number by the normal gravity value computed on the
 AB8814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8814.degrees latitude (g = 980.6199 gals.).
 AB8814
 AB8814.The modeled gravity was interpolated from observed gravity values.
 AB8814
 AB8814;                    North         East    Units  Estimated Accuracy
 AB8814;SPC SD N     -    59,730.      851,710.      MT  (+/- 180 meters Scaled)
 AB8814
 AB8814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ719104(NAD 83)
 AB8814
 AB8814                          SUPERSEDED SURVEY CONTROL
 AB8814
 AB8814.No superseded survey control is available for this station.
 AB8814
 AB8814_MARKER: I = METAL ROD
 AB8814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8814_STAMPING: P 460 1994
 AB8814_MARK LOGO: NGS
 AB8814_PROJECTION: FLUSH
 AB8814_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8814+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8814_ROD/PIPE-DEPTH: 12.8 meters
 AB8814_SLEEVE-DEPTH  : 0.9 meters
 AB8814
 AB8814  HISTORY     - Date     Condition        Report By
 AB8814  HISTORY     - 1994     MONUMENTED       NGS
 AB8814
 AB8814                          STATION DESCRIPTION
 AB8814
 AB8814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8814'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8814'BROOKINGS, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8814'439.0 M (1440.3 FT) EAST OF MILEPOST 416, 101.6 M (333.3 FT) EAST OF
 AB8814'THE EAST END OF A BRIDGE SPANNING A DITCH, 58.7 M (192.6 FT) NORTH OF
 AB8814'THE HIGHWAY CENTERLINE, 54.0 M (177.2 FT) WEST OF A T-FENCE CORNER,
 AB8814'32.8 M (107.6 FT) NORTH OF THE CENTER OF OLD HIGHWAY 14, 6.3 M (20.7
 AB8814'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.9 M (6.2 FT)
 AB8814'BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AB8814'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8814'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB8814'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8887 ***********************************************************************
 AB8887  DESIGNATION -  P 461
 AB8887  PID         -  AB8887
 AB8887  STATE/COUNTY-  SD/BEADLE
 AB8887  COUNTRY     -  US
 AB8887  USGS QUAD   -  PEARL CREEK COLONY (2017)
 AB8887
 AB8887                         *CURRENT SURVEY CONTROL
 AB8887  ______________________________________________________________________
 AB8887* NAD 83(1986) POSITION- 44 22 09.     (N) 097 57 13.     (W)   SCALED
 AB8887* NAVD 88 ORTHO HEIGHT -   409.488 (meters)     1343.46  (feet) ADJUSTED
 AB8887  ______________________________________________________________________
 AB8887  GEOID HEIGHT    -        -25.056 (meters)                     GEOID18
 AB8887  DYNAMIC HEIGHT  -        409.418 (meters)     1343.23  (feet) COMP
 AB8887  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 AB8887
 AB8887  VERT ORDER      -  FIRST     CLASS II
 AB8887
 AB8887.The horizontal coordinates were scaled from a map and have
 AB8887.an estimated accuracy of +/- 6 seconds.
 AB8887
 AB8887.The orthometric height was determined by differential leveling and
 AB8887.adjusted by the NATIONAL GEODETIC SURVEY
 AB8887.in October 1997.
 AB8887
 AB8887.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8887.GEOID18 height accuracy estimate available here.
 AB8887
 AB8887.Click photographs - Photos may exist for this station.
 AB8887
 AB8887.The dynamic height is computed by dividing the NAVD 88
 AB8887.geopotential number by the normal gravity value computed on the
 AB8887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8887.degrees latitude (g = 980.6199 gals.).
 AB8887
 AB8887.The modeled gravity was interpolated from observed gravity values.
 AB8887
 AB8887;                    North         East    Units  Estimated Accuracy
 AB8887;SPC SD N     -    61,610.      763,100.      MT  (+/- 180 meters Scaled)
 AB8887
 AB8887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ833134(NAD 83)
 AB8887
 AB8887                          SUPERSEDED SURVEY CONTROL
 AB8887
 AB8887.No superseded survey control is available for this station.
 AB8887
 AB8887_MARKER: I = METAL ROD
 AB8887_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8887_STAMPING: P 461 1994
 AB8887_MARK LOGO: NGS
 AB8887_PROJECTION: FLUSH
 AB8887_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8887+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8887_ROD/PIPE-DEPTH: 4.0 meters
 AB8887_SLEEVE-DEPTH  : 0.9 meters
 AB8887
 AB8887  HISTORY     - Date     Condition        Report By
 AB8887  HISTORY     - 1994     MONUMENTED       NGS
 AB8887
 AB8887                          STATION DESCRIPTION
 AB8887
 AB8887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8887'20.8 KM (12.90 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8887'STATE HIGHWAY 37 IN HURON, 649.0 M (2129.3 FT) WEST OF MILEPOST 359,
 AB8887'29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 25.0 M (82.0 FT)
 AB8887'EAST OF THE CENTER OF A GRAVELED ROAD, 8.7 M (28.5 FT) EAST OF A
 AB8887'UTILITY POLE, 5.8 M (19.0 FT) EAST OF AN UNDERGROUND CABLE JUNCTION
 AB8887'BOX, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 AB8887'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8887'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8887'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8920 ***********************************************************************
 AB8920  DESIGNATION -  P 462
 AB8920  PID         -  AB8920
 AB8920  STATE/COUNTY-  SD/BEADLE
 AB8920  COUNTRY     -  US
 AB8920  USGS QUAD   -  WOLSEY (2017)
 AB8920
 AB8920                         *CURRENT SURVEY CONTROL
 AB8920  ______________________________________________________________________
 AB8920* NAD 83(1986) POSITION- 44 24 58.     (N) 098 28 31.     (W)   SCALED
 AB8920* NAVD 88 ORTHO HEIGHT -   410.876 (meters)     1348.02  (feet) ADJUSTED
 AB8920  ______________________________________________________________________
 AB8920  GEOID HEIGHT    -        -24.965 (meters)                     GEOID18
 AB8920  DYNAMIC HEIGHT  -        410.804 (meters)     1347.78  (feet) COMP
 AB8920  MODELED GRAVITY -    980,429.6   (mgal)                       NAVD 88
 AB8920
 AB8920  VERT ORDER      -  FIRST     CLASS II
 AB8920
 AB8920.The horizontal coordinates were scaled from a map and have
 AB8920.an estimated accuracy of +/- 6 seconds.
 AB8920
 AB8920.The orthometric height was determined by differential leveling and
 AB8920.adjusted by the NATIONAL GEODETIC SURVEY
 AB8920.in October 1997.
 AB8920
 AB8920.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8920.GEOID18 height accuracy estimate available here.
 AB8920
 AB8920.Click photographs - Photos may exist for this station.
 AB8920
 AB8920.The dynamic height is computed by dividing the NAVD 88
 AB8920.geopotential number by the normal gravity value computed on the
 AB8920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8920.degrees latitude (g = 980.6199 gals.).
 AB8920
 AB8920.The modeled gravity was interpolated from observed gravity values.
 AB8920
 AB8920;                    North         East    Units  Estimated Accuracy
 AB8920;SPC SD N     -    65,900.      721,430.      MT  (+/- 180 meters Scaled)
 AB8920
 AB8920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ417182(NAD 83)
 AB8920
 AB8920                          SUPERSEDED SURVEY CONTROL
 AB8920
 AB8920.No superseded survey control is available for this station.
 AB8920
 AB8920_MARKER: I = METAL ROD
 AB8920_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8920_STAMPING: P 462 1994
 AB8920_MARK LOGO: NGS
 AB8920_PROJECTION: FLUSH
 AB8920_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8920+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8920_ROD/PIPE-DEPTH: 8.2 meters
 AB8920_SLEEVE-DEPTH  : 0.9 meters
 AB8920
 AB8920  HISTORY     - Date     Condition        Report By
 AB8920  HISTORY     - 1994     MONUMENTED       NGS
 AB8920
 AB8920                          STATION DESCRIPTION
 AB8920
 AB8920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8920'24.8 KM (15.40 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8920'STATE HIGHWAY 37 IN HURON, IN THE COMMUNITY OF WOLSEY, 1143.0 M
 AB8920'(3750.0 FT) EAST OF MILEPOST 329, 21.8 M (71.5 FT) WEST OF THE HIGHWAY
 AB8920'CENTERLINE, 15.1 M (49.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE
 AB8920'AND GATE, 13.7 M (44.9 FT) NORTHWEST OF THE NORTH END OF A CULVERT
 AB8920'UNDER THE FIELD ENTRANCE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AB8920'HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.
 AB8920'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8920'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8948 ***********************************************************************
 AB8948  DESIGNATION -  P 463
 AB8948  PID         -  AB8948
 AB8948  STATE/COUNTY-  SD/HAND
 AB8948  COUNTRY     -  US
 AB8948  USGS QUAD   -  MILLER (2017)
 AB8948
 AB8948                         *CURRENT SURVEY CONTROL
 AB8948  ______________________________________________________________________
 AB8948* NAD 83(1986) POSITION- 44 30 48.     (N) 098 54 12.     (W)   SCALED
 AB8948* NAVD 88 ORTHO HEIGHT -   469.813 (meters)     1541.38  (feet) ADJUSTED
 AB8948  ______________________________________________________________________
 AB8948  GEOID HEIGHT    -        -24.641 (meters)                     GEOID18
 AB8948  DYNAMIC HEIGHT  -        469.723 (meters)     1541.08  (feet) COMP
 AB8948  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 AB8948
 AB8948  VERT ORDER      -  FIRST     CLASS II
 AB8948
 AB8948.The horizontal coordinates were scaled from a map and have
 AB8948.an estimated accuracy of +/- 6 seconds.
 AB8948
 AB8948.The orthometric height was determined by differential leveling and
 AB8948.adjusted by the NATIONAL GEODETIC SURVEY
 AB8948.in October 1997.
 AB8948
 AB8948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8948.GEOID18 height accuracy estimate available here.
 AB8948
 AB8948.Click photographs - Photos may exist for this station.
 AB8948
 AB8948.The dynamic height is computed by dividing the NAVD 88
 AB8948.geopotential number by the normal gravity value computed on the
 AB8948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8948.degrees latitude (g = 980.6199 gals.).
 AB8948
 AB8948.The modeled gravity was interpolated from observed gravity values.
 AB8948
 AB8948;                    North         East    Units  Estimated Accuracy
 AB8948;SPC SD N     -    76,150.      687,190.      MT  (+/- 180 meters Scaled)
 AB8948
 AB8948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ076288(NAD 83)
 AB8948
 AB8948                          SUPERSEDED SURVEY CONTROL
 AB8948
 AB8948.No superseded survey control is available for this station.
 AB8948
 AB8948_MARKER: I = METAL ROD
 AB8948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8948_STAMPING: P 463 1994
 AB8948_MARK LOGO: NGS
 AB8948_PROJECTION: FLUSH
 AB8948_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8948+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8948_ROD/PIPE-DEPTH: 5.4 meters
 AB8948_SLEEVE-DEPTH  : 0.9 meters
 AB8948
 AB8948  HISTORY     - Date     Condition        Report By
 AB8948  HISTORY     - 1994     MONUMENTED       NGS
 AB8948
 AB8948                          STATION DESCRIPTION
 AB8948
 AB8948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8948'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8948'IN MILLER, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 AB8948'28.8 M (94.5 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 AB8948'EASTERN RAILROAD, 20.0 M (65.6 FT) EAST OF THE EXTENDED ROAD CENTER,
 AB8948'0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT)
 AB8948'BELOW THE LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8948'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8948'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9012 ***********************************************************************
 AB9012  DESIGNATION -  P 464
 AB9012  PID         -  AB9012
 AB9012  STATE/COUNTY-  SD/HUGHES
 AB9012  COUNTRY     -  US
 AB9012  USGS QUAD   -  BLUNT (2017)
 AB9012
 AB9012                         *CURRENT SURVEY CONTROL
 AB9012  ______________________________________________________________________
 AB9012* NAD 83(1986) POSITION- 44 31 38.     (N) 099 53 22.     (W)   SCALED
 AB9012* NAVD 88 ORTHO HEIGHT -   517.899 (meters)     1699.14  (feet) ADJUSTED
 AB9012  ______________________________________________________________________
 AB9012  GEOID HEIGHT    -        -23.529 (meters)                     GEOID18
 AB9012  DYNAMIC HEIGHT  -        517.800 (meters)     1698.82  (feet) COMP
 AB9012  MODELED GRAVITY -    980,411.6   (mgal)                       NAVD 88
 AB9012
 AB9012  VERT ORDER      -  FIRST     CLASS II
 AB9012
 AB9012.The horizontal coordinates were scaled from a map and have
 AB9012.an estimated accuracy of +/- 6 seconds.
 AB9012
 AB9012.The orthometric height was determined by differential leveling and
 AB9012.adjusted by the NATIONAL GEODETIC SURVEY
 AB9012.in October 1997.
 AB9012
 AB9012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9012.GEOID18 height accuracy estimate available here.
 AB9012
 AB9012.Click photographs - Photos may exist for this station.
 AB9012
 AB9012.The dynamic height is computed by dividing the NAVD 88
 AB9012.geopotential number by the normal gravity value computed on the
 AB9012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9012.degrees latitude (g = 980.6199 gals.).
 AB9012
 AB9012.The modeled gravity was interpolated from observed gravity values.
 AB9012
 AB9012;                    North         East    Units  Estimated Accuracy
 AB9012;SPC SD S     -   243,830.      635,290.      MT  (+/- 180 meters Scaled)
 AB9012
 AB9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ293308(NAD 83)
 AB9012
 AB9012                          SUPERSEDED SURVEY CONTROL
 AB9012
 AB9012.No superseded survey control is available for this station.
 AB9012
 AB9012_MARKER: I = METAL ROD
 AB9012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9012_STAMPING: P 464 1994
 AB9012_MARK LOGO: NGS
 AB9012_PROJECTION: FLUSH
 AB9012_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9012+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 AB9012_ROD/PIPE-DEPTH: 7.4 meters
 AB9012_SLEEVE-DEPTH  : 0.9 meters
 AB9012
 AB9012  HISTORY     - Date     Condition        Report By
 AB9012  HISTORY     - 1994     MONUMENTED       NGS
 AB9012  HISTORY     - 20120514 GOOD             INDIV
 AB9012
 AB9012                          STATION DESCRIPTION
 AB9012
 AB9012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9012'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9012'BLUNT, THENCE 8.0 KM (4.95 MI) EASTERLY ALONG U.S. HIGHWAY 14, 187.0 M
 AB9012'(613.5 FT) WEST OF MILEPOST 256, 22.3 M (73.2 FT) NORTH OF THE HIGHWAY
 AB9012'CENTERLINE, 6.9 M (22.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND
 AB9012'GATE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AB9012'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB9012'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB9012'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9012
 AB9012                          STATION RECOVERY (2012)
 AB9012
 AB9012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9058 ***********************************************************************
 AB9058  DESIGNATION -  P 465
 AB9058  PID         -  AB9058
 AB9058  STATE/COUNTY-  SD/STANLEY
 AB9058  COUNTRY     -  US
 AB9058  USGS QUAD   -  LACY (2017)
 AB9058
 AB9058                         *CURRENT SURVEY CONTROL
 AB9058  ______________________________________________________________________
 AB9058* NAD 83(1986) POSITION- 44 23 12.     (N) 100 39 27.     (W)   SCALED
 AB9058* NAVD 88 ORTHO HEIGHT -   621.060 (meters)     2037.59  (feet) ADJUSTED
 AB9058  ______________________________________________________________________
 AB9058  GEOID HEIGHT    -        -23.020 (meters)                     GEOID18
 AB9058  DYNAMIC HEIGHT  -        620.921 (meters)     2037.14  (feet) COMP
 AB9058  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 AB9058
 AB9058  VERT ORDER      -  FIRST     CLASS II
 AB9058
 AB9058.The horizontal coordinates were scaled from a map and have
 AB9058.an estimated accuracy of +/- 6 seconds.
 AB9058
 AB9058.The orthometric height was determined by differential leveling and
 AB9058.adjusted by the NATIONAL GEODETIC SURVEY
 AB9058.in October 1997.
 AB9058
 AB9058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9058.GEOID18 height accuracy estimate available here.
 AB9058
 AB9058.Click photographs - Photos may exist for this station.
 AB9058
 AB9058.The dynamic height is computed by dividing the NAVD 88
 AB9058.geopotential number by the normal gravity value computed on the
 AB9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9058.degrees latitude (g = 980.6199 gals.).
 AB9058
 AB9058.The modeled gravity was interpolated from observed gravity values.
 AB9058
 AB9058;                    North         East    Units  Estimated Accuracy
 AB9058;SPC SD S     -   228,170.      574,170.      MT  (+/- 180 meters Scaled)
 AB9058
 AB9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ679161(NAD 83)
 AB9058
 AB9058                          SUPERSEDED SURVEY CONTROL
 AB9058
 AB9058.No superseded survey control is available for this station.
 AB9058
 AB9058_MARKER: I = METAL ROD
 AB9058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9058_STAMPING: P 465 1995
 AB9058_MARK LOGO: NGS
 AB9058_PROJECTION: FLUSH
 AB9058_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9058+STABILITY: POSITION/ELEVATION WELL
 AB9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9058+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9058_ROD/PIPE-DEPTH: 10.1 meters
 AB9058_SLEEVE-DEPTH  : 6.1 meters
 AB9058
 AB9058  HISTORY     - Date     Condition        Report By
 AB9058  HISTORY     - 1995     MONUMENTED       NGS
 AB9058  HISTORY     - 20120524 GOOD             INDIV
 AB9058
 AB9058                          STATION DESCRIPTION
 AB9058
 AB9058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9058'25.4 KM (15.80 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9058'IN PIERRE, 479.0 M (1571.5 FT) EAST OF MILEPOST 213, 46.8 M (153.5 FT)
 AB9058'NORTH OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE
 AB9058'HIGHWAY, AND 1.1 M (3.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB9058'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9058
 AB9058                          STATION RECOVERY (2012)
 AB9058
 AB9058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9071 ***********************************************************************
 AB9071  DESIGNATION -  P 466
 AB9071  PID         -  AB9071
 AB9071  STATE/COUNTY-  SD/STANLEY
 AB9071  COUNTRY     -  US
 AB9071  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9071
 AB9071                         *CURRENT SURVEY CONTROL
 AB9071  ______________________________________________________________________
 AB9071* NAD 83(1986) POSITION- 44 22 47.     (N) 100 33 30.     (W)   SCALED
 AB9071* NAVD 88 ORTHO HEIGHT -   579.706 (meters)     1901.92  (feet) ADJUSTED
 AB9071  ______________________________________________________________________
 AB9071  GEOID HEIGHT    -        -23.209 (meters)                     GEOID18
 AB9071  DYNAMIC HEIGHT  -        579.577 (meters)     1901.50  (feet) COMP
 AB9071  MODELED GRAVITY -    980,377.1   (mgal)                       NAVD 88
 AB9071
 AB9071  VERT ORDER      -  FIRST     CLASS II
 AB9071
 AB9071.The horizontal coordinates were scaled from a map and have
 AB9071.an estimated accuracy of +/- 6 seconds.
 AB9071
 AB9071.The orthometric height was determined by differential leveling and
 AB9071.adjusted by the NATIONAL GEODETIC SURVEY
 AB9071.in October 1997.
 AB9071
 AB9071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9071.GEOID18 height accuracy estimate available here.
 AB9071
 AB9071.Click photographs - Photos may exist for this station.
 AB9071
 AB9071.The dynamic height is computed by dividing the NAVD 88
 AB9071.geopotential number by the normal gravity value computed on the
 AB9071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9071.degrees latitude (g = 980.6199 gals.).
 AB9071
 AB9071.The modeled gravity was interpolated from observed gravity values.
 AB9071
 AB9071;                    North         East    Units  Estimated Accuracy
 AB9071;SPC SD S     -   227,370.      582,070.      MT  (+/- 180 meters Scaled)
 AB9071
 AB9071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ758152(NAD 83)
 AB9071
 AB9071                          SUPERSEDED SURVEY CONTROL
 AB9071
 AB9071.No superseded survey control is available for this station.
 AB9071
 AB9071_MARKER: I = METAL ROD
 AB9071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9071_STAMPING: P 466 1995
 AB9071_MARK LOGO: NGS
 AB9071_PROJECTION: FLUSH
 AB9071_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9071+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9071_ROD/PIPE-DEPTH: 2.6 meters
 AB9071_SLEEVE-DEPTH  : 0.9 meters
 AB9071
 AB9071  HISTORY     - Date     Condition        Report By
 AB9071  HISTORY     - 1995     MONUMENTED       NGS
 AB9071  HISTORY     - 20120524 GOOD             INDIV
 AB9071
 AB9071                          STATION DESCRIPTION
 AB9071
 AB9071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9071'17.4 KM (10.80 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9071'IN PIERRE, 484.0 M (1587.9 FT) EAST OF MILEPOST 218, 22.5 M (73.8 FT)
 AB9071'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 22.2 M (72.8 FT)
 AB9071'NORTH OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) SOUTH OF A WITNESS
 AB9071'POST AND FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9071'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB9071'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AB9071'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AB9071
 AB9071                          STATION RECOVERY (2012)
 AB9071
 AB9071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5826 ***********************************************************************
 AE5826  DESIGNATION -  P 467
 AE5826  PID         -  AE5826
 AE5826  STATE/COUNTY-  SD/SPINK
 AE5826  COUNTRY     -  US
 AE5826  USGS QUAD   -  FRANKFORT (2017)
 AE5826
 AE5826                         *CURRENT SURVEY CONTROL
 AE5826  ______________________________________________________________________
 AE5826* NAD 83(1986) POSITION- 44 52 42.     (N) 098 21 00.     (W)   SCALED
 AE5826* NAVD 88 ORTHO HEIGHT -   384.438 (meters)     1261.28  (feet) ADJUSTED
 AE5826  ______________________________________________________________________
 AE5826  GEOID HEIGHT    -        -24.332 (meters)                     GEOID18
 AE5826  DYNAMIC HEIGHT  -        384.398 (meters)     1261.15  (feet) COMP
 AE5826  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 AE5826
 AE5826  VERT ORDER      -  FIRST     CLASS II
 AE5826
 AE5826.The horizontal coordinates were scaled from a map and have
 AE5826.an estimated accuracy of +/- 6 seconds.
 AE5826
 AE5826.The orthometric height was determined by differential leveling and
 AE5826.adjusted by the NATIONAL GEODETIC SURVEY
 AE5826.in July 1998.
 AE5826
 AE5826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5826.GEOID18 height accuracy estimate available here.
 AE5826
 AE5826.Click photographs - Photos may exist for this station.
 AE5826
 AE5826.The dynamic height is computed by dividing the NAVD 88
 AE5826.geopotential number by the normal gravity value computed on the
 AE5826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5826.degrees latitude (g = 980.6199 gals.).
 AE5826
 AE5826.The modeled gravity was interpolated from observed gravity values.
 AE5826
 AE5826;                    North         East    Units  Estimated Accuracy
 AE5826;SPC SD N     -   117,450.      730,360.      MT  (+/- 180 meters Scaled)
 AE5826
 AE5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ513696(NAD 83)
 AE5826
 AE5826                          SUPERSEDED SURVEY CONTROL
 AE5826
 AE5826.No superseded survey control is available for this station.
 AE5826
 AE5826_MARKER: I = METAL ROD
 AE5826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5826_STAMPING: P 467 1995
 AE5826_MARK LOGO: NGS
 AE5826_PROJECTION: FLUSH
 AE5826_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5826+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5826_ROD/PIPE-DEPTH: 17.7 meters
 AE5826_SLEEVE-DEPTH  : 0.9 meters
 AE5826
 AE5826  HISTORY     - Date     Condition        Report By
 AE5826  HISTORY     - 1995     MONUMENTED       NGS
 AE5826
 AE5826                          STATION DESCRIPTION
 AE5826
 AE5826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5826'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5826'1ST STREET IN REDFIELD, 75.0 M (246.1 FT) EAST OF MILEPOST 315, 41.1 M
 AE5826'(134.8 FT) SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY,
 AE5826'30.1 M (98.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) BELOW
 AE5826'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AE5826'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5826'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5814 ***********************************************************************
 AE5814  DESIGNATION -  P 468
 AE5814  PID         -  AE5814
 AE5814  STATE/COUNTY-  SD/SPINK
 AE5814  COUNTRY     -  US
 AE5814  USGS QUAD   -  DOLAND (2017)
 AE5814
 AE5814                         *CURRENT SURVEY CONTROL
 AE5814  ______________________________________________________________________
 AE5814* NAD 83(1986) POSITION- 44 53 35.     (N) 098 05 08.     (W)   SCALED
 AE5814* NAVD 88 ORTHO HEIGHT -   414.654 (meters)     1360.41  (feet) ADJUSTED
 AE5814  ______________________________________________________________________
 AE5814  GEOID HEIGHT    -        -24.455 (meters)                     GEOID18
 AE5814  DYNAMIC HEIGHT  -        414.608 (meters)     1360.26  (feet) COMP
 AE5814  MODELED GRAVITY -    980,494.8   (mgal)                       NAVD 88
 AE5814
 AE5814  VERT ORDER      -  FIRST     CLASS II
 AE5814
 AE5814.The horizontal coordinates were scaled from a map and have
 AE5814.an estimated accuracy of +/- 6 seconds.
 AE5814
 AE5814.The orthometric height was determined by differential leveling and
 AE5814.adjusted by the NATIONAL GEODETIC SURVEY
 AE5814.in July 1998.
 AE5814
 AE5814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5814.GEOID18 height accuracy estimate available here.
 AE5814
 AE5814.Click photographs - Photos may exist for this station.
 AE5814
 AE5814.The dynamic height is computed by dividing the NAVD 88
 AE5814.geopotential number by the normal gravity value computed on the
 AE5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5814.degrees latitude (g = 980.6199 gals.).
 AE5814
 AE5814.The modeled gravity was interpolated from observed gravity values.
 AE5814
 AE5814;                    North         East    Units  Estimated Accuracy
 AE5814;SPC SD N     -   119,550.      751,210.      MT  (+/- 180 meters Scaled)
 AE5814
 AE5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ722714(NAD 83)
 AE5814
 AE5814                          SUPERSEDED SURVEY CONTROL
 AE5814
 AE5814.No superseded survey control is available for this station.
 AE5814
 AE5814_MARKER: I = METAL ROD
 AE5814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5814_STAMPING: P 468 1995
 AE5814_MARK LOGO: NGS
 AE5814_PROJECTION: FLUSH
 AE5814_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5814+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5814_ROD/PIPE-DEPTH: 8.1 meters
 AE5814_SLEEVE-DEPTH  : 0.9 meters
 AE5814
 AE5814  HISTORY     - Date     Condition        Report By
 AE5814  HISTORY     - 1995     MONUMENTED       NGS
 AE5814
 AE5814                          STATION DESCRIPTION
 AE5814
 AE5814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5814'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5814'HUMPHREY DRIVE IN DOLAND, 549.0 M (1801.2 FT) EAST OF MILEPOST 328,
 AE5814'30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT)
 AE5814'EAST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL
 AE5814'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 AE5814'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5814'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5840 ***********************************************************************
 AE5840  DESIGNATION -  P 469
 AE5840  PID         -  AE5840
 AE5840  STATE/COUNTY-  SD/SPINK
 AE5840  COUNTRY     -  US
 AE5840  USGS QUAD   -  ZELL (2017)
 AE5840
 AE5840                         *CURRENT SURVEY CONTROL
 AE5840  ______________________________________________________________________
 AE5840* NAD 83(1986) POSITION- 44 53 49.     (N) 098 38 48.     (W)   SCALED
 AE5840* NAVD 88 ORTHO HEIGHT -   404.864 (meters)     1328.29  (feet) ADJUSTED
 AE5840  ______________________________________________________________________
 AE5840  GEOID HEIGHT    -        -24.260 (meters)                     GEOID18
 AE5840  DYNAMIC HEIGHT  -        404.817 (meters)     1328.14  (feet) COMP
 AE5840  MODELED GRAVITY -    980,489.4   (mgal)                       NAVD 88
 AE5840
 AE5840  VERT ORDER      -  FIRST     CLASS II
 AE5840
 AE5840.The horizontal coordinates were scaled from a map and have
 AE5840.an estimated accuracy of +/- 6 seconds.
 AE5840
 AE5840.The orthometric height was determined by differential leveling and
 AE5840.adjusted by the NATIONAL GEODETIC SURVEY
 AE5840.in July 1998.
 AE5840
 AE5840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5840.GEOID18 height accuracy estimate available here.
 AE5840
 AE5840.Click photographs - Photos may exist for this station.
 AE5840
 AE5840.The dynamic height is computed by dividing the NAVD 88
 AE5840.geopotential number by the normal gravity value computed on the
 AE5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5840.degrees latitude (g = 980.6199 gals.).
 AE5840
 AE5840.The modeled gravity was interpolated from observed gravity values.
 AE5840
 AE5840;                    North         East    Units  Estimated Accuracy
 AE5840;SPC SD N     -   119,080.      706,890.      MT  (+/- 180 meters Scaled)
 AE5840
 AE5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ278715(NAD 83)
 AE5840
 AE5840                          SUPERSEDED SURVEY CONTROL
 AE5840
 AE5840.No superseded survey control is available for this station.
 AE5840
 AE5840_MARKER: I = METAL ROD
 AE5840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5840_STAMPING: P 469 1996
 AE5840_MARK LOGO: NGS
 AE5840_PROJECTION: FLUSH
 AE5840_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5840+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5840_ROD/PIPE-DEPTH: 12.5 meters
 AE5840_SLEEVE-DEPTH  : 0.9 meters
 AE5840
 AE5840  HISTORY     - Date     Condition        Report By
 AE5840  HISTORY     - 1996     MONUMENTED       NGS
 AE5840
 AE5840                          STATION DESCRIPTION
 AE5840
 AE5840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5840'10.4 KM (6.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5840'U.S. HIGHWAY 281 IN REDFIELD, EAST OF MILEPOST 300, 19.5 M (64.0 FT)
 AE5840'SOUTH OF THE HIGHWAY CENTERLINE, 18.0 M (59.1 FT) EAST OF THE CENTER
 AE5840'OF A GRAVELED ROAD, 4.1 M (13.5 FT) EAST OF A FENCE CORNER, 1.0 M (3.3
 AE5840'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A
 AE5840'WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE5840'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5840'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0317 ***********************************************************************
 PS0317  DESIGNATION -  P 47
 PS0317  PID         -  PS0317
 PS0317  STATE/COUNTY-  SD/HYDE
 PS0317  COUNTRY     -  US
 PS0317  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0317
 PS0317                         *CURRENT SURVEY CONTROL
 PS0317  ______________________________________________________________________
 PS0317* NAD 83(1986) POSITION- 44 44 11.     (N) 099 27 03.     (W)   SCALED
 PS0317* NAVD 88 ORTHO HEIGHT -   530.560 (meters)     1740.68  (feet) ADJUSTED
 PS0317  ______________________________________________________________________
 PS0317  GEOID HEIGHT    -        -23.269 (meters)                     GEOID18
 PS0317  DYNAMIC HEIGHT  -        530.481 (meters)     1740.42  (feet) COMP
 PS0317  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 PS0317
 PS0317  VERT ORDER      -  SECOND    CLASS 0
 PS0317
 PS0317.The horizontal coordinates were scaled from a map and have
 PS0317.an estimated accuracy of +/- 6 seconds.
 PS0317
 PS0317.The orthometric height was determined by differential leveling and
 PS0317.adjusted by the NATIONAL GEODETIC SURVEY
 PS0317.in June 1991.
 PS0317
 PS0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0317.GEOID18 height accuracy estimate available here.
 PS0317
 PS0317.Click photographs - Photos may exist for this station.
 PS0317
 PS0317.The dynamic height is computed by dividing the NAVD 88
 PS0317.geopotential number by the normal gravity value computed on the
 PS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0317.degrees latitude (g = 980.6199 gals.).
 PS0317
 PS0317.The modeled gravity was interpolated from observed gravity values.
 PS0317
 PS0317;                    North         East    Units  Estimated Accuracy
 PS0317;SPC SD N     -   100,500.      643,500.      MT  (+/- 180 meters Scaled)
 PS0317
 PS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ643537(NAD 83)
 PS0317
 PS0317                          SUPERSEDED SURVEY CONTROL
 PS0317
 PS0317  NGVD 29 (??/??/92)  530.220  (m)         1739.56   (f) ADJ UNCH    2 0
 PS0317
 PS0317.Superseded values are not recommended for survey control.
 PS0317
 PS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0317.See file dsdata.pdf to determine how the superseded data were derived.
 PS0317
 PS0317_MARKER: DB = BENCH MARK DISK
 PS0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0317_STAMPING: P 47 1934
 PS0317_MARK LOGO: CGS
 PS0317_PROJECTION: PROJECTING 13 CENTIMETERS
 PS0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0317+STABILITY: SURFACE MOTION
 PS0317
 PS0317  HISTORY     - Date     Condition        Report By
 PS0317  HISTORY     - 1934     MONUMENTED       CGS
 PS0317  HISTORY     - 1940     GOOD             CGS
 PS0317  HISTORY     - 1984     GOOD             NGS
 PS0317
 PS0317                          STATION DESCRIPTION
 PS0317
 PS0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0317'15.5 MI N FROM HIGHMORE.
 PS0317'15.5 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0317'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0317'INTERSECTION OF A SECTION-LINE ROAD, 92.5 FEET EAST OF THE
 PS0317'CENTERLINE OF THE SENECA ROAD, 32.3 FEET NORTH OF THE CENTERLINE
 PS0317'OF THE SECTION-LINE ROAD, AND 0.8 FOOT NORTH OF A WHITE WOODEN
 PS0317'WITNESS POST.  A STANDARD DISK, STAMPED P 47 1934 AND SET IN THE
 PS0317'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 PS0317
 PS0317                          STATION RECOVERY (1984)
 PS0317
 PS0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0317'ABOUT 24.2 KM (15.0 MI) NORTH ALONG HIGHWAY 47 FROM THE JUNCTION OF
 PS0317'HIGHWAYS 47 AND 14 ON THE NORTH EDGE OF HIGHMORE, 29.3 M (96 FT) EAST
 PS0317'OF THE CENTER OF HIGHWAY 47, 3.7 M (12 FT) WEST OF A POWER POLE, 1.8
 PS0317'M (6 FT) SOUTHWEST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5858 ***********************************************************************
 AE5858  DESIGNATION -  P 470
 AE5858  PID         -  AE5858
 AE5858  STATE/COUNTY-  SD/HAND
 AE5858  COUNTRY     -  US
 AE5858  USGS QUAD   -  MILLER NW (2017)
 AE5858
 AE5858                         *CURRENT SURVEY CONTROL
 AE5858  ______________________________________________________________________
 AE5858* NAD 83(1986) POSITION- 44 41 33.     (N) 098 59 08.     (W)   SCALED
 AE5858* NAVD 88 ORTHO HEIGHT -   461.690 (meters)     1514.73  (feet) ADJUSTED
 AE5858  ______________________________________________________________________
 AE5858  GEOID HEIGHT    -        -24.299 (meters)                     GEOID18
 AE5858  DYNAMIC HEIGHT  -        461.614 (meters)     1514.48  (feet) COMP
 AE5858  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 AE5858
 AE5858  VERT ORDER      -  FIRST     CLASS II
 AE5858
 AE5858.The horizontal coordinates were scaled from a map and have
 AE5858.an estimated accuracy of +/- 6 seconds.
 AE5858
 AE5858.The orthometric height was determined by differential leveling and
 AE5858.adjusted by the NATIONAL GEODETIC SURVEY
 AE5858.in July 1998.
 AE5858
 AE5858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5858.GEOID18 height accuracy estimate available here.
 AE5858
 AE5858.Click photographs - Photos may exist for this station.
 AE5858
 AE5858.The dynamic height is computed by dividing the NAVD 88
 AE5858.geopotential number by the normal gravity value computed on the
 AE5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5858.degrees latitude (g = 980.6199 gals.).
 AE5858
 AE5858.The modeled gravity was interpolated from observed gravity values.
 AE5858
 AE5858;                    North         East    Units  Estimated Accuracy
 AE5858;SPC SD N     -    95,980.      680,410.      MT  (+/- 180 meters Scaled)
 AE5858
 AE5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ011487(NAD 83)
 AE5858
 AE5858                          SUPERSEDED SURVEY CONTROL
 AE5858
 AE5858.No superseded survey control is available for this station.
 AE5858
 AE5858_MARKER: I = METAL ROD
 AE5858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5858_STAMPING: P 470 1996
 AE5858_MARK LOGO: NGS
 AE5858_PROJECTION: FLUSH
 AE5858_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5858+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5858_ROD/PIPE-DEPTH: 16.2 meters
 AE5858_SLEEVE-DEPTH  : 0.9 meters
 AE5858
 AE5858  HISTORY     - Date     Condition        Report By
 AE5858  HISTORY     - 1996     MONUMENTED       NGS
 AE5858
 AE5858                          STATION DESCRIPTION
 AE5858
 AE5858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5858'19.3 KM (12.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5858'OFFICE IN MILLER, 963.0 M (3159.4 FT) NORTH OF MILEPOST 123, 24.7 M
 AE5858'(81.0 FT) WEST OF UTILITY POLE NUMBER 22 29 WITH A GUY CABLE, 22.5 M
 AE5858'(73.8 FT) EAST OF THE HIGHWAY CENTERLINE, 12.9 M (42.3 FT) NORTH OF
 AE5858'THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AE5858'HIGHWAY, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 AE5858'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5858'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4123 ***********************************************************************
 AE4123  DESIGNATION -  P 471
 AE4123  PID         -  AE4123
 AE4123  STATE/COUNTY-  SD/FAULK
 AE4123  COUNTRY     -  US
 AE4123  USGS QUAD   -  SENECA (2017)
 AE4123
 AE4123                         *CURRENT SURVEY CONTROL
 AE4123  ______________________________________________________________________
 AE4123* NAD 83(1986) POSITION- 45 03 24.     (N) 099 31 55.     (W)   SCALED
 AE4123* NAVD 88 ORTHO HEIGHT -   583.800 (meters)     1915.35  (feet) ADJUSTED
 AE4123  ______________________________________________________________________
 AE4123  GEOID HEIGHT    -        -22.850 (meters)                     GEOID18
 AE4123  DYNAMIC HEIGHT  -        583.718 (meters)     1915.08  (feet) COMP
 AE4123  MODELED GRAVITY -    980,458.7   (mgal)                       NAVD 88
 AE4123
 AE4123  VERT ORDER      -  FIRST     CLASS II
 AE4123
 AE4123.The horizontal coordinates were scaled from a map and have
 AE4123.an estimated accuracy of +/- 6 seconds.
 AE4123
 AE4123.The orthometric height was determined by differential leveling and
 AE4123.adjusted by the NATIONAL GEODETIC SURVEY
 AE4123.in July 1998.
 AE4123
 AE4123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4123.GEOID18 height accuracy estimate available here.
 AE4123
 AE4123.Click photographs - Photos may exist for this station.
 AE4123
 AE4123.The dynamic height is computed by dividing the NAVD 88
 AE4123.geopotential number by the normal gravity value computed on the
 AE4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4123.degrees latitude (g = 980.6199 gals.).
 AE4123
 AE4123.The modeled gravity was interpolated from observed gravity values.
 AE4123
 AE4123;                    North         East    Units  Estimated Accuracy
 AE4123;SPC SD N     -   136,050.      636,870.      MT  (+/- 180 meters Scaled)
 AE4123
 AE4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ581893(NAD 83)
 AE4123
 AE4123                          SUPERSEDED SURVEY CONTROL
 AE4123
 AE4123.No superseded survey control is available for this station.
 AE4123
 AE4123_MARKER: I = METAL ROD
 AE4123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4123_STAMPING: P 471 1996
 AE4123_MARK LOGO: NGS
 AE4123_PROJECTION: FLUSH
 AE4123_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4123+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4123_ROD/PIPE-DEPTH: 7.5 meters
 AE4123_SLEEVE-DEPTH  : 0.9 meters
 AE4123
 AE4123  HISTORY     - Date     Condition        Report By
 AE4123  HISTORY     - 1996     MONUMENTED       NGS
 AE4123
 AE4123                          STATION DESCRIPTION
 AE4123
 AE4123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4123'33.5 KM (20.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4123'OFFICE IN FAULKTON, 106.0 M (347.8 FT) EAST OF THE CENTER OF A TRACK
 AE4123'ROAD, 30.3 M (99.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8
 AE4123'FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE4123'HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 AE4123'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4123'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0379 ***********************************************************************
 PS0379  DESIGNATION -  P 48
 PS0379  PID         -  PS0379
 PS0379  STATE/COUNTY-  SD/HYDE
 PS0379  COUNTRY     -  US
 PS0379  USGS QUAD   -  STEPHAN (2017)
 PS0379
 PS0379                         *CURRENT SURVEY CONTROL
 PS0379  ______________________________________________________________________
 PS0379* NAD 83(1986) POSITION- 44 11 38.     (N) 099 26 25.     (W)   SCALED
 PS0379* NAVD 88 ORTHO HEIGHT -   534.178 (meters)     1752.55  (feet) ADJUSTED
 PS0379  ______________________________________________________________________
 PS0379  GEOID HEIGHT    -        -24.395 (meters)                     GEOID18
 PS0379  DYNAMIC HEIGHT  -        534.064 (meters)     1752.18  (feet) COMP
 PS0379  MODELED GRAVITY -    980,387.4   (mgal)                       NAVD 88
 PS0379
 PS0379  VERT ORDER      -  SECOND    CLASS 0
 PS0379
 PS0379.The horizontal coordinates were scaled from a map and have
 PS0379.an estimated accuracy of +/- 6 seconds.
 PS0379
 PS0379.The orthometric height was determined by differential leveling and
 PS0379.adjusted by the NATIONAL GEODETIC SURVEY
 PS0379.in June 1991.
 PS0379
 PS0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0379.GEOID18 height accuracy estimate available here.
 PS0379
 PS0379.Click photographs - Photos may exist for this station.
 PS0379
 PS0379.The dynamic height is computed by dividing the NAVD 88
 PS0379.geopotential number by the normal gravity value computed on the
 PS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0379.degrees latitude (g = 980.6199 gals.).
 PS0379
 PS0379.The modeled gravity was interpolated from observed gravity values.
 PS0379
 PS0379;                    North         East    Units  Estimated Accuracy
 PS0379;SPC SD N     -    40,220.      644,750.      MT  (+/- 180 meters Scaled)
 PS0379
 PS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP648935(NAD 83)
 PS0379
 PS0379                          SUPERSEDED SURVEY CONTROL
 PS0379
 PS0379  NGVD 29 (??/??/92)  533.84   (m)         1751.4    (f) COMPUTED    2 0
 PS0379
 PS0379.Superseded values are not recommended for survey control.
 PS0379
 PS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0379.See file dsdata.pdf to determine how the superseded data were derived.
 PS0379
 PS0379_MARKER: DB = BENCH MARK DISK
 PS0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0379_SP_SET: CULVERT HEADWALL
 PS0379_STAMPING: P 48 1934
 PS0379_MARK LOGO: CGS
 PS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0379+STABILITY: SURFACE MOTION
 PS0379
 PS0379  HISTORY     - Date     Condition        Report By
 PS0379  HISTORY     - 1934     MONUMENTED       CGS
 PS0379
 PS0379                          STATION DESCRIPTION
 PS0379
 PS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0379'9.8 MI N FROM FORT THOMPSON.
 PS0379'IN HYDE COUNTY, 9.8 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 PS0379'FORT THOMPSON, BUFFALO COUNTY, AT A ROAD INTERSECTION, 30 FEET
 PS0379'NORTH OF THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT UNDER
 PS0379'THE HIGHWAY, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 PS0379'18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 PS0379'THE HIGHWAY.  A STANDARD DISK, STAMPED P 48 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0518 ***********************************************************************
 PS0518  DESIGNATION -  P 49
 PS0518  PID         -  PS0518
 PS0518  STATE/COUNTY-  SD/HUGHES
 PS0518  COUNTRY     -  US
 PS0518  USGS QUAD   -  BLUNT (2017)
 PS0518
 PS0518                         *CURRENT SURVEY CONTROL
 PS0518  ______________________________________________________________________
 PS0518* NAD 83(1986) POSITION- 44 31 35.     (N) 099 56 45.     (W)   SCALED
 PS0518* NAVD 88 ORTHO HEIGHT -   499.784 (meters)     1639.71  (feet) ADJUSTED
 PS0518  ______________________________________________________________________
 PS0518  GEOID HEIGHT    -        -23.495 (meters)                     GEOID18
 PS0518  DYNAMIC HEIGHT  -        499.691 (meters)     1639.40  (feet) COMP
 PS0518  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 PS0518
 PS0518  VERT ORDER      -  FIRST     CLASS II
 PS0518
 PS0518.The horizontal coordinates were scaled from a map and have
 PS0518.an estimated accuracy of +/- 6 seconds.
 PS0518
 PS0518.The orthometric height was determined by differential leveling and
 PS0518.adjusted by the NATIONAL GEODETIC SURVEY
 PS0518.in October 1997.
 PS0518
 PS0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0518.GEOID18 height accuracy estimate available here.
 PS0518
 PS0518.Click photographs - Photos may exist for this station.
 PS0518
 PS0518.The dynamic height is computed by dividing the NAVD 88
 PS0518.geopotential number by the normal gravity value computed on the
 PS0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0518.degrees latitude (g = 980.6199 gals.).
 PS0518
 PS0518.The modeled gravity was interpolated from observed gravity values.
 PS0518
 PS0518;                    North         East    Units  Estimated Accuracy
 PS0518;SPC SD S     -   243,720.      630,810.      MT  (+/- 180 meters Scaled)
 PS0518
 PS0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ248307(NAD 83)
 PS0518
 PS0518                          SUPERSEDED SURVEY CONTROL
 PS0518
 PS0518  NAVD 88 (06/15/91)  499.822  (m)         1639.83   (f) SUPERSEDED  1 2
 PS0518  NGVD 29 (??/??/92)  499.471  (m)         1638.68   (f) ADJ UNCH    1 2
 PS0518
 PS0518.Superseded values are not recommended for survey control.
 PS0518
 PS0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0518.See file dsdata.pdf to determine how the superseded data were derived.
 PS0518
 PS0518_MARKER: DB = BENCH MARK DISK
 PS0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0518_SP_SET: HEADWALL
 PS0518_STAMPING: P 49 1934
 PS0518_MARK LOGO: CGS
 PS0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0518+STABILITY: SURFACE MOTION
 PS0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0518+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 PS0518
 PS0518  HISTORY     - Date     Condition        Report By
 PS0518  HISTORY     - 1934     MONUMENTED       CGS
 PS0518  HISTORY     - 1940     GOOD             CGS
 PS0518  HISTORY     - 19941129 GOOD             NGS
 PS0518  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 PS0518
 PS0518                          STATION DESCRIPTION
 PS0518
 PS0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0518'2.1 MI E FROM BLUNT.
 PS0518'2.1 MILES EAST OF THE RAILROAD STATION AT BLUNT, ALONG RAILROAD,
 PS0518'0.1 MILE EAST OF SECTION ROAD CROSSING, IN STONE HEADWALL OF
 PS0518'RAILROAD CULVERT NO. 224, 13.4 FEET SOUTH OF SOUTH RAIL, 2.8
 PS0518'FEET SOUTH OF WHITE MARKER POST.  A STANDARD DISK IN STONE
 PS0518'CULVERT.
 PS0518
 PS0518                          STATION RECOVERY (1994)
 PS0518
 PS0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0518'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0518'BLUNT, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 14, IN TOP
 PS0518'OF AND 2.0 M (6.6 FT) EAST OF THE WEST END OF THE SOUTH STONE HEADWALL
 PS0518'OF A CULVERT UNDER THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 150.0 M
 PS0518'(492.1 FT) EAST OF MILEPOST 253, 50.1 M (164.4 FT) SOUTH OF THE
 PS0518'HIGHWAY CENTERLINE, 4.3 M (14.1 FT) SOUTH OF THE NEAR RAIL, AND 0.8 M
 PS0518'(2.6 FT) BELOW THE LEVEL OF THE TRACK.
 PS0518
 PS0518                          STATION RECOVERY (2012)
 PS0518
 PS0518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0337 ***********************************************************************
 OQ0337  DESIGNATION -  P 5
 OQ0337  PID         -  OQ0337
 OQ0337  STATE/COUNTY-  SD/MINNEHAHA
 OQ0337  COUNTRY     -  US
 OQ0337  USGS QUAD   -  HUMBOLDT (2017)
 OQ0337
 OQ0337                         *CURRENT SURVEY CONTROL
 OQ0337  ______________________________________________________________________
 OQ0337* NAD 83(1986) POSITION- 43 38 41.     (N) 097 02 49.     (W)   SCALED
 OQ0337* NAVD 88 ORTHO HEIGHT -   506.522 (meters)     1661.81  (feet) ADJUSTED
 OQ0337  ______________________________________________________________________
 OQ0337  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 OQ0337  DYNAMIC HEIGHT  -        506.385 (meters)     1661.36  (feet) COMP
 OQ0337  MODELED GRAVITY -    980,334.0   (mgal)                       NAVD 88
 OQ0337
 OQ0337  VERT ORDER      -  FIRST     CLASS II
 OQ0337
 OQ0337.The horizontal coordinates were scaled from a map and have
 OQ0337.an estimated accuracy of +/- 6 seconds.
 OQ0337
 OQ0337.The orthometric height was determined by differential leveling and
 OQ0337.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0337.in June 1991.
 OQ0337
 OQ0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0337.GEOID18 height accuracy estimate available here.
 OQ0337
 OQ0337.Click photographs - Photos may exist for this station.
 OQ0337
 OQ0337.The dynamic height is computed by dividing the NAVD 88
 OQ0337.geopotential number by the normal gravity value computed on the
 OQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0337.degrees latitude (g = 980.6199 gals.).
 OQ0337
 OQ0337.The modeled gravity was interpolated from observed gravity values.
 OQ0337
 OQ0337;                    North         East    Units  Estimated Accuracy
 OQ0337;SPC SD S     -   150,930.      865,060.      MT  (+/- 180 meters Scaled)
 OQ0337
 OQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP575342(NAD 83)
 OQ0337
 OQ0337                          SUPERSEDED SURVEY CONTROL
 OQ0337
 OQ0337  NGVD 29 (??/??/92)  506.217  (m)         1660.81   (f) ADJ UNCH    1 2
 OQ0337
 OQ0337.Superseded values are not recommended for survey control.
 OQ0337
 OQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0337.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0337
 OQ0337_MARKER: DB = BENCH MARK DISK
 OQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0337_STAMPING: 1660.814 P 5 1925
 OQ0337_MARK LOGO: CGS
 OQ0337_PROJECTION: FLUSH
 OQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0337+STABILITY: SURFACE MOTION
 OQ0337
 OQ0337  HISTORY     - Date     Condition        Report By
 OQ0337  HISTORY     - 1925     MONUMENTED       CGS
 OQ0337  HISTORY     - 1935     GOOD             CGS
 OQ0337
 OQ0337                          STATION DESCRIPTION
 OQ0337
 OQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0337'1.2 MI E FROM HUMBOLDT.
 OQ0337'ABOUT 1-1/4 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0337'AND OMAHA RAILWAY FROM HUMBOLDT, MINNEHAHA COUNTY, ABOUT 10 RAILS
 OQ0337'NORTHWEST OF MILEPOST T 78, ABOUT 135 FEET SOUTHEAST OF A ROAD
 OQ0337'CROSSING, ABOUT 40 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 OQ0337'AND 10 FEET NORTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED
 OQ0337'1660.814 P 5 1925 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 OQ0337'FLUSH WITH THE GROUND.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0337'AND OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0337
 OQ0337                          STATION RECOVERY (1935)
 OQ0337
 OQ0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0299 ***********************************************************************
 PS0299  DESIGNATION -  P 50
 PS0299  PID         -  PS0299
 PS0299  STATE/COUNTY-  SD/HAND
 PS0299  COUNTRY     -  US
 PS0299  USGS QUAD   -  REE HEIGHTS (2017)
 PS0299
 PS0299                         *CURRENT SURVEY CONTROL
 PS0299  ______________________________________________________________________
 PS0299* NAD 83(1986) POSITION- 44 31 03.44   (N) 099 08 45.71   (W)   HD_HELD1
 PS0299* NAVD 88 ORTHO HEIGHT -   522.214 (meters)     1713.30  (feet) ADJUSTED
 PS0299  ______________________________________________________________________
 PS0299  GEOID HEIGHT    -        -24.190 (meters)                     GEOID18
 PS0299  DYNAMIC HEIGHT  -        522.116 (meters)     1712.98  (feet) COMP
 PS0299  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 PS0299
 PS0299  VERT ORDER      -  SECOND    CLASS 0
 PS0299
 PS0299.The horizontal coordinates were determined by differentially corrected
 PS0299.hand held GPS observations or other comparable positioning techniques
 PS0299.and have an estimated accuracy of +/- 3 meters.
 PS0299
 PS0299.The orthometric height was determined by differential leveling and
 PS0299.adjusted by the NATIONAL GEODETIC SURVEY
 PS0299.in June 1991.
 PS0299
 PS0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0299.GEOID18 height accuracy estimate available here.
 PS0299
 PS0299.Click photographs - Photos may exist for this station.
 PS0299
 PS0299.The dynamic height is computed by dividing the NAVD 88
 PS0299.geopotential number by the normal gravity value computed on the
 PS0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0299.degrees latitude (g = 980.6199 gals.).
 PS0299
 PS0299.The modeled gravity was interpolated from observed gravity values.
 PS0299
 PS0299;                    North         East    Units  Estimated Accuracy
 PS0299;SPC SD N     -    76,397.9     667,892.9     MT  (+/- 3 meters HH1 GPS) 
 PS0299
 PS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8839429376(NAD 83)
 PS0299
 PS0299                          SUPERSEDED SURVEY CONTROL
 PS0299
 PS0299  NGVD 29 (??/??/92)  521.874  (m)         1712.18   (f) ADJ UNCH    2 0
 PS0299
 PS0299.Superseded values are not recommended for survey control.
 PS0299
 PS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0299.See file dsdata.pdf to determine how the superseded data were derived.
 PS0299
 PS0299_MARKER: DB = BENCH MARK DISK
 PS0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0299_SP_SET: HEADWALL
 PS0299_STAMPING: P 50 1934
 PS0299_MARK LOGO: CGS
 PS0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0299+STABILITY: SURFACE MOTION
 PS0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0299+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0299
 PS0299  HISTORY     - Date     Condition        Report By
 PS0299  HISTORY     - 1934     MONUMENTED       CGS
 PS0299  HISTORY     - 19941103 GOOD             NGS
 PS0299
 PS0299                          STATION DESCRIPTION
 PS0299
 PS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0299'2.8 MI E FROM REE HEIGHTS.
 PS0299'ABOUT 2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0299'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, ABOUT 14 POLES
 PS0299'EAST OF MILEPOST 411, ABOUT 1 1/2 POLES WEST OF A ROAD CROSSING,
 PS0299'AT A SANDSTONE CULVERT, IN THE TOP OF THE SOUTH SANDSTONE HEAD
 PS0299'WALL, 5 FEET WEST OF THE EAST END, 13 FEET SOUTH OF THE CENTER
 PS0299'LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A
 PS0299'STANDARD DISK, STAMPED P 50 1934.
 PS0299
 PS0299                          STATION RECOVERY (1994)
 PS0299
 PS0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0299'13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0299'IN MILLER, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG A GRAVELED ROAD, IN
 PS0299'TOP OF AND 0.7 M (2.3 FT) WEST OF THE EAST END OF THE SOUTH STONE
 PS0299'HEADWALL OF A CULVERT UNDER THE DAKOTA, MINNESOTA AND EASTERN
 PS0299'RAILROAD, 55.6 M (182.4 FT) WEST OF THE ROAD CENTER, 3.3 M (10.8 FT)
 PS0299'SOUTH OF THE NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PS0299'TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0184 ***********************************************************************
 PS0184  DESIGNATION -  P 51
 PS0184  PID         -  PS0184
 PS0184  STATE/COUNTY-  SD/BEADLE
 PS0184  COUNTRY     -  US
 PS0184  USGS QUAD   -  WESSINGTON NE (2017)
 PS0184
 PS0184                         *CURRENT SURVEY CONTROL
 PS0184  ______________________________________________________________________
 PS0184* NAD 83(1986) POSITION- 44 25 24.     (N) 098 32 19.     (W)   SCALED
 PS0184* NAVD 88 ORTHO HEIGHT -   409.500 (meters)     1343.50  (feet) ADJUSTED
 PS0184  ______________________________________________________________________
 PS0184  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 PS0184  DYNAMIC HEIGHT  -        409.425 (meters)     1343.26  (feet) COMP
 PS0184  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 PS0184
 PS0184  VERT ORDER      -  SECOND    CLASS 0
 PS0184
 PS0184.The horizontal coordinates were scaled from a map and have
 PS0184.an estimated accuracy of +/- 6 seconds.
 PS0184
 PS0184.The orthometric height was determined by differential leveling and
 PS0184.adjusted by the NATIONAL GEODETIC SURVEY
 PS0184.in June 1991.
 PS0184
 PS0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0184.GEOID18 height accuracy estimate available here.
 PS0184
 PS0184.Click photographs - Photos may exist for this station.
 PS0184
 PS0184.The dynamic height is computed by dividing the NAVD 88
 PS0184.geopotential number by the normal gravity value computed on the
 PS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0184.degrees latitude (g = 980.6199 gals.).
 PS0184
 PS0184.The modeled gravity was interpolated from observed gravity values.
 PS0184
 PS0184;                    North         East    Units  Estimated Accuracy
 PS0184;SPC SD N     -    66,610.      716,370.      MT  (+/- 180 meters Scaled)
 PS0184
 PS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ367189(NAD 83)
 PS0184
 PS0184                          SUPERSEDED SURVEY CONTROL
 PS0184
 PS0184  NGVD 29 (??/??/92)  409.194  (m)         1342.50   (f) ADJ UNCH    2 0
 PS0184
 PS0184.Superseded values are not recommended for survey control.
 PS0184
 PS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0184.See file dsdata.pdf to determine how the superseded data were derived.
 PS0184
 PS0184_MARKER: DB = BENCH MARK DISK
 PS0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0184_STAMPING: P 51 1934
 PS0184_MARK LOGO: CGS
 PS0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0184+STABILITY: SURFACE MOTION
 PS0184
 PS0184  HISTORY     - Date     Condition        Report By
 PS0184  HISTORY     - 1934     MONUMENTED       CGS
 PS0184  HISTORY     - 1940     GOOD             CGS
 PS0184
 PS0184                          STATION DESCRIPTION
 PS0184
 PS0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0184'3.2 MI W FROM WOLSEY.
 PS0184'3.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0184'THE STATION AT WOLSEY, BEADLE COUNTY, AT A SECTION-LINE ROAD
 PS0184'CROSSING, 99.4 FEET SOUTH OF THE SOUTH RAIL, 43.4 FEET EAST OF
 PS0184'THE CENTER LINE OF THE ROAD, 9 FEET EAST OF A RIGHT-OF-WAY FENCE
 PS0184'CORNER, 0.7 FOOT EAST OF A WHITE REFERENCE POST, AND ABOUT 1 FOOT
 PS0184'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 51 1934 AND SET
 PS0184'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 PS0184'GROUND.
 PS0184
 PS0184                          STATION RECOVERY (1940)
 PS0184
 PS0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0563 ***********************************************************************
 PR0563  DESIGNATION -  P 52
 PR0563  PID         -  PR0563
 PR0563  STATE/COUNTY-  SD/KINGSBURY
 PR0563  COUNTRY     -  US
 PR0563  USGS QUAD   -  IROQUOIS (2017)
 PR0563
 PR0563                         *CURRENT SURVEY CONTROL
 PR0563  ______________________________________________________________________
 PR0563* NAD 83(1986) POSITION- 44 22 07.     (N) 097 47 33.     (W)   SCALED
 PR0563* NAVD 88 ORTHO HEIGHT -   443.673 (meters)     1455.62  (feet) ADJUSTED
 PR0563  ______________________________________________________________________
 PR0563  GEOID HEIGHT    -        -25.082 (meters)                     GEOID18
 PR0563  DYNAMIC HEIGHT  -        443.594 (meters)     1455.36  (feet) COMP
 PR0563  MODELED GRAVITY -    980,425.9   (mgal)                       NAVD 88
 PR0563
 PR0563  VERT ORDER      -  SECOND    CLASS 0
 PR0563
 PR0563.The horizontal coordinates were scaled from a map and have
 PR0563.an estimated accuracy of +/- 6 seconds.
 PR0563
 PR0563.The orthometric height was determined by differential leveling and
 PR0563.adjusted by the NATIONAL GEODETIC SURVEY
 PR0563.in June 1991.
 PR0563
 PR0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0563.GEOID18 height accuracy estimate available here.
 PR0563
 PR0563.Click photographs - Photos may exist for this station.
 PR0563
 PR0563.The dynamic height is computed by dividing the NAVD 88
 PR0563.geopotential number by the normal gravity value computed on the
 PR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0563.degrees latitude (g = 980.6199 gals.).
 PR0563
 PR0563.The modeled gravity was interpolated from observed gravity values.
 PR0563
 PR0563;                    North         East    Units  Estimated Accuracy
 PR0563;SPC SD N     -    61,880.      775,940.      MT  (+/- 180 meters Scaled)
 PR0563
 PR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ962135(NAD 83)
 PR0563
 PR0563                          SUPERSEDED SURVEY CONTROL
 PR0563
 PR0563  NGVD 29 (??/??/92)  443.408  (m)         1454.75   (f) ADJ UNCH    2 0
 PR0563
 PR0563.Superseded values are not recommended for survey control.
 PR0563
 PR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0563.See file dsdata.pdf to determine how the superseded data were derived.
 PR0563
 PR0563_MARKER: DB = BENCH MARK DISK
 PR0563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0563_SP_SET: CULVERT HEADWALL
 PR0563_STAMPING: P 52 1934
 PR0563_MARK LOGO: CGS
 PR0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0563+STABILITY: SURFACE MOTION
 PR0563
 PR0563  HISTORY     - Date     Condition        Report By
 PR0563  HISTORY     - 1934     MONUMENTED       CGS
 PR0563  HISTORY     - 19940923 MARK NOT FOUND   NGS
 PR0563
 PR0563                          STATION DESCRIPTION
 PR0563
 PR0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0563'3.6 MI W FROM MANCHESTER.
 PR0563'ABOUT 3.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0563'FROM THE STATION AT MANCHESTER, KINGSBURY COUNTY, ABOUT 3 POLES
 PR0563'EAST OF MILEPOST 342, AT A ROAD CROSSING, 95 FEET SOUTH OF THE
 PR0563'CENTER LINE OF THE TRACK, AT A ROAD CULVERT, IN THE CENTER OF THE
 PR0563'TOP OF THE EAST CONCRETE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN
 PR0563'THE TRACK.  A STANDARD DISK, STAMPED P 52 1934.
 PR0563
 PR0563                          STATION RECOVERY (1994)
 PR0563
 PR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0563'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0563'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0547 ***********************************************************************
 PR0547  DESIGNATION -  P 53
 PR0547  PID         -  PR0547
 PR0547  STATE/COUNTY-  SD/MINER
 PR0547  COUNTRY     -  US
 PR0547  USGS QUAD   -  HOWARD (2017)
 PR0547
 PR0547                         *CURRENT SURVEY CONTROL
 PR0547  ______________________________________________________________________
 PR0547* NAD 83(1986) POSITION- 44 00 16.     (N) 097 35 35.     (W)   SCALED
 PR0547* NAVD 88 ORTHO HEIGHT -   450.277 (meters)     1477.28  (feet) ADJUSTED
 PR0547  ______________________________________________________________________
 PR0547  GEOID HEIGHT    -        -25.736 (meters)                     GEOID18
 PR0547  DYNAMIC HEIGHT  -        450.177 (meters)     1476.96  (feet) COMP
 PR0547  MODELED GRAVITY -    980,384.5   (mgal)                       NAVD 88
 PR0547
 PR0547  VERT ORDER      -  SECOND    CLASS 0
 PR0547
 PR0547.The horizontal coordinates were scaled from a map and have
 PR0547.an estimated accuracy of +/- 6 seconds.
 PR0547
 PR0547.The orthometric height was determined by differential leveling and
 PR0547.adjusted by the NATIONAL GEODETIC SURVEY
 PR0547.in June 1991.
 PR0547
 PR0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0547.GEOID18 height accuracy estimate available here.
 PR0547
 PR0547.Click photographs - Photos may exist for this station.
 PR0547
 PR0547.The dynamic height is computed by dividing the NAVD 88
 PR0547.geopotential number by the normal gravity value computed on the
 PR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0547.degrees latitude (g = 980.6199 gals.).
 PR0547
 PR0547.The modeled gravity was interpolated from observed gravity values.
 PR0547
 PR0547;                    North         East    Units  Estimated Accuracy
 PR0547;SPC SD S     -   189,270.      819,720.      MT  (+/- 180 meters Scaled)
 PR0547
 PR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP127733(NAD 83)
 PR0547
 PR0547                          SUPERSEDED SURVEY CONTROL
 PR0547
 PR0547  NGVD 29 (??/??/92)  449.991  (m)         1476.35   (f) ADJ UNCH    2 0
 PR0547
 PR0547.Superseded values are not recommended for survey control.
 PR0547
 PR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0547.See file dsdata.pdf to determine how the superseded data were derived.
 PR0547
 PR0547_MARKER: DB = BENCH MARK DISK
 PR0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0547_SP_SET: CULVERT HEADWALL
 PR0547_STAMPING: P 53 1934
 PR0547_MARK LOGO: CGS
 PR0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0547+STABILITY: SURFACE MOTION
 PR0547
 PR0547  HISTORY     - Date     Condition        Report By
 PR0547  HISTORY     - 1934     MONUMENTED       CGS
 PR0547
 PR0547                          STATION DESCRIPTION
 PR0547
 PR0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0547'0.5 MI SE FROM VILAS.
 PR0547'0.5 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0547'FROM THE STATION AT VILAS, MINER COUNTY, AT STONE CULVERT
 PR0547'2809, IN THE TOP OF THE SOUTHWEST STONE HEAD WALL, 16 INCHES
 PR0547'SOUTHEAST OF THE CENTER OF THE WALL, AND ABOUT 6 INCHES LOWER
 PR0547'THAN THE TRACK LEVEL.  A STANDARD DISK, STAMPED P 53 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0172 ***********************************************************************
 PR0172  DESIGNATION -  P 54
 PR0172  PID         -  PR0172
 PR0172  STATE/COUNTY-  SD/MOODY
 PR0172  COUNTRY     -  US
 PR0172  USGS QUAD   -  FLANDREAU NE (2017)
 PR0172
 PR0172                         *CURRENT SURVEY CONTROL
 PR0172  ______________________________________________________________________
 PR0172* NAD 83(1986) POSITION- 44 09 50.     (N) 096 35 17.     (W)   SCALED
 PR0172* NAVD 88 ORTHO HEIGHT -   516.851 (meters)     1695.70  (feet) ADJUSTED
 PR0172  ______________________________________________________________________
 PR0172  GEOID HEIGHT    -        -25.855 (meters)                     GEOID18
 PR0172  DYNAMIC HEIGHT  -        516.737 (meters)     1695.33  (feet) COMP
 PR0172  MODELED GRAVITY -    980,381.6   (mgal)                       NAVD 88
 PR0172
 PR0172  VERT ORDER      -  SECOND    CLASS 0
 PR0172
 PR0172.The horizontal coordinates were scaled from a map and have
 PR0172.an estimated accuracy of +/- 6 seconds.
 PR0172
 PR0172.The orthometric height was determined by differential leveling and
 PR0172.adjusted by the NATIONAL GEODETIC SURVEY
 PR0172.in June 1991.
 PR0172
 PR0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0172.GEOID18 height accuracy estimate available here.
 PR0172
 PR0172.Click photographs - Photos may exist for this station.
 PR0172
 PR0172.The dynamic height is computed by dividing the NAVD 88
 PR0172.geopotential number by the normal gravity value computed on the
 PR0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0172.degrees latitude (g = 980.6199 gals.).
 PR0172
 PR0172.The modeled gravity was interpolated from observed gravity values.
 PR0172
 PR0172;                    North         East    Units  Estimated Accuracy
 PR0172;SPC SD S     -   210,120.      899,450.      MT  (+/- 180 meters Scaled)
 PR0172
 PR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP928929(NAD 83)
 PR0172
 PR0172                          SUPERSEDED SURVEY CONTROL
 PR0172
 PR0172  NGVD 29 (??/??/92)  516.59   (m)         1694.8    (f) COMPUTED    2 0
 PR0172
 PR0172.Superseded values are not recommended for survey control.
 PR0172
 PR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0172.See file dsdata.pdf to determine how the superseded data were derived.
 PR0172
 PR0172_MARKER: DB = BENCH MARK DISK
 PR0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0172_SP_SET: CULVERT HEADWALL
 PR0172_STAMPING: P 54 1934
 PR0172_MARK LOGO: CGS
 PR0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0172+STABILITY: SURFACE MOTION
 PR0172
 PR0172  HISTORY     - Date     Condition        Report By
 PR0172  HISTORY     - 1934     MONUMENTED       CGS
 PR0172
 PR0172                          STATION DESCRIPTION
 PR0172
 PR0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0172'9 MI N FROM FLANDREAU.
 PR0172'9.0 MILES NORTH OF COUNTY COURT HOUSE AT FLANDREAU, ALONG STATE
 PR0172'HIGHWAY 13 AT 18 INCH CONCRETE PIPE CULVERT.  SET IN CENTER OF
 PR0172'EAST HEADWALL, 6 INCHES ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0173 ***********************************************************************
 PR0173  DESIGNATION -  P 54 RESET
 PR0173  PID         -  PR0173
 PR0173  STATE/COUNTY-  SD/MOODY
 PR0173  COUNTRY     -  US
 PR0173  USGS QUAD   -  FLANDREAU NE (2017)
 PR0173
 PR0173                         *CURRENT SURVEY CONTROL
 PR0173  ______________________________________________________________________
 PR0173* NAD 83(1986) POSITION- 44 09 50.     (N) 096 35 17.     (W)   SCALED
 PR0173* NAVD 88 ORTHO HEIGHT -   517.04  (meters)     1696.3   (feet) RESET
 PR0173  ______________________________________________________________________
 PR0173  GEOID HEIGHT    -        -25.855 (meters)                     GEOID18
 PR0173  VERT ORDER      -  THIRD
 PR0173
 PR0173.The horizontal coordinates were scaled from a map and have
 PR0173.an estimated accuracy of +/- 6 seconds.
 PR0173
 PR0173.The orthometric height was computed from unverified reset data.
 PR0173
 PR0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0173.GEOID18 height accuracy estimate available here.
 PR0173
 PR0173.Click photographs - Photos may exist for this station.
 PR0173
 PR0173;                    North         East    Units  Estimated Accuracy
 PR0173;SPC SD S     -   210,120.      899,450.      MT  (+/- 180 meters Scaled)
 PR0173
 PR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP928929(NAD 83)
 PR0173
 PR0173                          SUPERSEDED SURVEY CONTROL
 PR0173
 PR0173.No superseded survey control is available for this station.
 PR0173
 PR0173_MARKER: DB = BENCH MARK DISK
 PR0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0173_STAMPING: P 54 RESET 1962
 PR0173_MARK LOGO: CGS
 PR0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0173+STABILITY: SURFACE MOTION
 PR0173
 PR0173  HISTORY     - Date     Condition        Report By
 PR0173  HISTORY     - 1962     MONUMENTED       CGS
 PR0173
 PR0173                          STATION DESCRIPTION
 PR0173
 PR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PR0173'9 MI N FROM FLANDREAU.
 PR0173'ABOUT 9.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COUNTY
 PR0173'COURTHOUSE AT FLANDREAU, MOODY COUNTY, 0.25 MILE SOUTH OF
 PR0173'CROSSROADS, 98 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PR0173'1 FOOT WEST OF BRACE POSTS IN RIGHT-OF-WAY FENCE LINE, AND SET
 PR0173'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 PR0173'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0294 ***********************************************************************
 PR0294  DESIGNATION -  P 55
 PR0294  PID         -  PR0294
 PR0294  STATE/COUNTY-  SD/DEUEL
 PR0294  COUNTRY     -  US
 PR0294  USGS QUAD   -  TORONTO (2017)
 PR0294
 PR0294                         *CURRENT SURVEY CONTROL
 PR0294  ______________________________________________________________________
 PR0294* NAD 83(1986) POSITION- 44 34 25.     (N) 096 38 39.     (W)   SCALED
 PR0294* NAVD 88 ORTHO HEIGHT -   609.011 (meters)     1998.06  (feet) ADJUSTED
 PR0294  ______________________________________________________________________
 PR0294  GEOID HEIGHT    -        -25.198 (meters)                     GEOID18
 PR0294  DYNAMIC HEIGHT  -        608.907 (meters)     1997.72  (feet) COMP
 PR0294  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 PR0294
 PR0294  VERT ORDER      -  SECOND    CLASS 0
 PR0294
 PR0294.The horizontal coordinates were scaled from a map and have
 PR0294.an estimated accuracy of +/- 6 seconds.
 PR0294
 PR0294.The orthometric height was determined by differential leveling and
 PR0294.adjusted by the NATIONAL GEODETIC SURVEY
 PR0294.in June 1991.
 PR0294
 PR0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0294.GEOID18 height accuracy estimate available here.
 PR0294
 PR0294.Click photographs - Photos may exist for this station.
 PR0294
 PR0294.The dynamic height is computed by dividing the NAVD 88
 PR0294.geopotential number by the normal gravity value computed on the
 PR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0294.degrees latitude (g = 980.6199 gals.).
 PR0294
 PR0294.The modeled gravity was interpolated from observed gravity values.
 PR0294
 PR0294;                    North         East    Units  Estimated Accuracy
 PR0294;SPC SD N     -    87,790.      866,470.      MT  (+/- 180 meters Scaled)
 PR0294
 PR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ870382(NAD 83)
 PR0294
 PR0294                          SUPERSEDED SURVEY CONTROL
 PR0294
 PR0294  NGVD 29 (??/??/92)  608.738  (m)         1997.17   (f) ADJ UNCH    2 0
 PR0294
 PR0294.Superseded values are not recommended for survey control.
 PR0294
 PR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0294.See file dsdata.pdf to determine how the superseded data were derived.
 PR0294
 PR0294_MARKER: DB = BENCH MARK DISK
 PR0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0294_STAMPING: P 55 1934
 PR0294_MARK LOGO: CGS
 PR0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0294+STABILITY: SURFACE MOTION
 PR0294
 PR0294  HISTORY     - Date     Condition        Report By
 PR0294  HISTORY     - 1934     MONUMENTED       CGS
 PR0294  HISTORY     - 1949     GOOD             CGS
 PR0294  HISTORY     - 20020629 MARK NOT FOUND   MNDT
 PR0294
 PR0294                          STATION DESCRIPTION
 PR0294
 PR0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0294'AT TORONTO.
 PR0294'AT TORONTO, DEUEL COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0294'RAILWAY, ABOUT 225 FEET NORTH OF THE STATION, 35 FEET EAST
 PR0294'OF THE CENTER LINE OF THE TRACKS, AND ABOUT LEVEL WITH THE TOP
 PR0294'OF THE RAIL.  A STANDARD DISK, STAMPED P 55 1934 AND SET IN THE
 PR0294'TOP OF A CONCRETE POST.
 PR0294
 PR0294                          STATION RECOVERY (1949)
 PR0294
 PR0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PR0294'RECOVERED IN GOOD CONDITION.
 PR0294
 PR0294                          STATION RECOVERY (2002)
 PR0294
 PR0294'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DJS)
 PR0294'THE MARK WAS SEARCH FOR AND NOT FOUND. (DJS)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0335 ***********************************************************************
 PR0335  DESIGNATION -  P 56
 PR0335  PID         -  PR0335
 PR0335  STATE/COUNTY-  SD/CODINGTON
 PR0335  COUNTRY     -  US
 PR0335  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0335
 PR0335                         *CURRENT SURVEY CONTROL
 PR0335  ______________________________________________________________________
 PR0335* NAD 83(1986) POSITION- 44 53 32.     (N) 097 00 31.     (W)   SCALED
 PR0335* NAVD 88 ORTHO HEIGHT -   560.919 (meters)     1840.28  (feet) ADJUSTED
 PR0335  ______________________________________________________________________
 PR0335  GEOID HEIGHT    -        -25.152 (meters)                     GEOID18
 PR0335  DYNAMIC HEIGHT  -        560.836 (meters)     1840.01  (feet) COMP
 PR0335  MODELED GRAVITY -    980,451.7   (mgal)                       NAVD 88
 PR0335
 PR0335  VERT ORDER      -  SECOND    CLASS 0
 PR0335
 PR0335.The horizontal coordinates were scaled from a map and have
 PR0335.an estimated accuracy of +/- 6 seconds.
 PR0335
 PR0335.The orthometric height was determined by differential leveling and
 PR0335.adjusted by the NATIONAL GEODETIC SURVEY
 PR0335.in June 1991.
 PR0335
 PR0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0335.GEOID18 height accuracy estimate available here.
 PR0335
 PR0335.Click photographs - Photos may exist for this station.
 PR0335
 PR0335.The dynamic height is computed by dividing the NAVD 88
 PR0335.geopotential number by the normal gravity value computed on the
 PR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0335.degrees latitude (g = 980.6199 gals.).
 PR0335
 PR0335.The modeled gravity was interpolated from observed gravity values.
 PR0335
 PR0335;                    North         East    Units  Estimated Accuracy
 PR0335;SPC SD N     -   122,030.      836,240.      MT  (+/- 180 meters Scaled)
 PR0335
 PR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ572729(NAD 83)
 PR0335
 PR0335                          SUPERSEDED SURVEY CONTROL
 PR0335
 PR0335  NGVD 29 (??/??/92)  560.614  (m)         1839.28   (f) ADJ UNCH    2 0
 PR0335
 PR0335.Superseded values are not recommended for survey control.
 PR0335
 PR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0335.See file dsdata.pdf to determine how the superseded data were derived.
 PR0335
 PR0335_MARKER: DB = BENCH MARK DISK
 PR0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0335_STAMPING: P 56 1934
 PR0335_MARK LOGO: CGS
 PR0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0335+STABILITY: SURFACE MOTION
 PR0335
 PR0335  HISTORY     - Date     Condition        Report By
 PR0335  HISTORY     - 1934     MONUMENTED       CGS
 PR0335  HISTORY     - 19900721 MARK NOT FOUND   NGS
 PR0335
 PR0335                          STATION DESCRIPTION
 PR0335
 PR0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0335'4.4 MI W FROM KRANZBURG.
 PR0335'ABOUT 4.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0335'FROM THE STATION AT KRANZBURG, CODINGTON COUNTY, AT MILEPOST
 PR0335'314, 38 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1
 PR0335'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 56 1934
 PR0335'AND SET IN THE TOP OF A CONCRETE POST.
 PR0335
 PR0335                          STATION RECOVERY (1990)
 PR0335
 PR0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0267 ***********************************************************************
 QQ0267  DESIGNATION -  P 57
 QQ0267  PID         -  QQ0267
 QQ0267  STATE/COUNTY-  SD/CLARK
 QQ0267  COUNTRY     -  US
 QQ0267  USGS QUAD   -  BRADLEY (2017)
 QQ0267
 QQ0267                         *CURRENT SURVEY CONTROL
 QQ0267  ______________________________________________________________________
 QQ0267* NAD 83(1986) POSITION- 45 07 13.     (N) 097 39 29.     (W)   SCALED
 QQ0267* NAVD 88 ORTHO HEIGHT -   542.097 (meters)     1778.53  (feet) ADJUSTED
 QQ0267  ______________________________________________________________________
 QQ0267  GEOID HEIGHT    -        -24.766 (meters)                     GEOID18
 QQ0267  DYNAMIC HEIGHT  -        542.027 (meters)     1778.30  (feet) COMP
 QQ0267  MODELED GRAVITY -    980,469.3   (mgal)                       NAVD 88
 QQ0267
 QQ0267  VERT ORDER      -  SECOND    CLASS 0
 QQ0267
 QQ0267.The horizontal coordinates were scaled from a map and have
 QQ0267.an estimated accuracy of +/- 6 seconds.
 QQ0267
 QQ0267.The orthometric height was determined by differential leveling and
 QQ0267.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0267.in June 1991.
 QQ0267
 QQ0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0267.GEOID18 height accuracy estimate available here.
 QQ0267
 QQ0267.Click photographs - Photos may exist for this station.
 QQ0267
 QQ0267.The dynamic height is computed by dividing the NAVD 88
 QQ0267.geopotential number by the normal gravity value computed on the
 QQ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0267.degrees latitude (g = 980.6199 gals.).
 QQ0267
 QQ0267.The modeled gravity was interpolated from observed gravity values.
 QQ0267
 QQ0267;                    North         East    Units  Estimated Accuracy
 QQ0267;SPC SD N     -   145,670.      784,230.      MT  (+/- 180 meters Scaled)
 QQ0267
 QQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ055971(NAD 83)
 QQ0267
 QQ0267                          SUPERSEDED SURVEY CONTROL
 QQ0267
 QQ0267  NGVD 29 (??/??/92)  541.790  (m)         1777.52   (f) ADJ UNCH    2 0
 QQ0267
 QQ0267.Superseded values are not recommended for survey control.
 QQ0267
 QQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0267.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0267
 QQ0267_MARKER: DB = BENCH MARK DISK
 QQ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0267_STAMPING: P 57 1934
 QQ0267_MARK LOGO: CGS
 QQ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0267+STABILITY: SURFACE MOTION
 QQ0267
 QQ0267  HISTORY     - Date     Condition        Report By
 QQ0267  HISTORY     - 1934     MONUMENTED       CGS
 QQ0267  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0267
 QQ0267                          STATION DESCRIPTION
 QQ0267
 QQ0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0267'2.3 MI N FROM BRADLEY.
 QQ0267'ABOUT 2.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0267'AND PACIFIC RAILROAD FROM BRADLEY, CLARK COUNTY, ABOUT 17 POLES
 QQ0267'NORTH OF MILEPOST 86, ABOUT 1,000 FEET NORTH OF A ROAD CROSSING,
 QQ0267'35 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-1/2
 QQ0267'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 57 1934
 QQ0267'AND SET IN THE TOP OF A CONCRETE POST.
 QQ0267
 QQ0267                          STATION RECOVERY (1973)
 QQ0267
 QQ0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0626 ***********************************************************************
 PR0626  DESIGNATION -  P 58
 PR0626  PID         -  PR0626
 PR0626  STATE/COUNTY-  SD/CLARK
 PR0626  COUNTRY     -  US
 PR0626  USGS QUAD   -  RAYMOND (2017)
 PR0626
 PR0626                         *CURRENT SURVEY CONTROL
 PR0626  ______________________________________________________________________
 PR0626* NAD 83(1986) POSITION- 44 54 40.     (N) 097 56 25.     (W)   SCALED
 PR0626* NAVD 88 ORTHO HEIGHT -   444.172 (meters)     1457.25  (feet) ADJUSTED
 PR0626  ______________________________________________________________________
 PR0626  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 PR0626  DYNAMIC HEIGHT  -        444.120 (meters)     1457.08  (feet) COMP
 PR0626  MODELED GRAVITY -    980,487.3   (mgal)                       NAVD 88
 PR0626
 PR0626  VERT ORDER      -  FIRST     CLASS II
 PR0626
 PR0626.The horizontal coordinates were scaled from a map and have
 PR0626.an estimated accuracy of +/- 6 seconds.
 PR0626
 PR0626.The orthometric height was determined by differential leveling and
 PR0626.adjusted by the NATIONAL GEODETIC SURVEY
 PR0626.in June 1991.
 PR0626
 PR0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0626.GEOID18 height accuracy estimate available here.
 PR0626
 PR0626.Click photographs - Photos may exist for this station.
 PR0626
 PR0626.The dynamic height is computed by dividing the NAVD 88
 PR0626.geopotential number by the normal gravity value computed on the
 PR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0626.degrees latitude (g = 980.6199 gals.).
 PR0626
 PR0626.The modeled gravity was interpolated from observed gravity values.
 PR0626
 PR0626;                    North         East    Units  Estimated Accuracy
 PR0626;SPC SD N     -   121,830.      762,630.      MT  (+/- 180 meters Scaled)
 PR0626
 PR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ836736(NAD 83)
 PR0626
 PR0626                          SUPERSEDED SURVEY CONTROL
 PR0626
 PR0626  NGVD 29 (??/??/92)  443.890  (m)         1456.33   (f) ADJ UNCH    1 2
 PR0626
 PR0626.Superseded values are not recommended for survey control.
 PR0626
 PR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0626.See file dsdata.pdf to determine how the superseded data were derived.
 PR0626
 PR0626_MARKER: DB = BENCH MARK DISK
 PR0626_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0626_SP_SET: FOOTING
 PR0626_STAMPING: P 58 1934
 PR0626_MARK LOGO: CGS
 PR0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0626+STABILITY: SURFACE MOTION
 PR0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0626+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 PR0626
 PR0626  HISTORY     - Date     Condition        Report By
 PR0626  HISTORY     - 1934     MONUMENTED       CGS
 PR0626  HISTORY     - 1980     GOOD             NGS
 PR0626  HISTORY     - 19950918 GOOD             NGS
 PR0626  HISTORY     - 19990825 GOOD             NGS
 PR0626
 PR0626                          STATION DESCRIPTION
 PR0626
 PR0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0626'AT RAYMOND.
 PR0626'AT RAYMOND, CLARK COUNTY, AT THE CITY WATER TANK, AND IN THE TOP
 PR0626'OF THE EAST CORNER OF THE NORTHEAST CONCRETE PEDESTAL STONE.  A
 PR0626'STANDARD DISK, STAMPED P 58 1934.
 PR0626
 PR0626                          STATION RECOVERY (1980)
 PR0626
 PR0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PR0626'RECOVERED IN GOOD CONDITION.
 PR0626
 PR0626                          STATION RECOVERY (1995)
 PR0626
 PR0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0626'0.1 KM (0.05 MI) WESTERLY ALONG RANNEY STREET FROM THE POST OFFICE IN
 PR0626'RAYMOND, NEAR THE EAST CORNER OF THE CONCRETE FOOTING FOR THE
 PR0626'NORTHEAST LEG OF A WATER TANK, 60.3 M (197.8 FT) WEST OF THE CENTER OF
 PR0626'FLOWER STREET, 37.5 M (123.0 FT) NORTH OF THE STREET CENTER, AND 0.4 M
 PR0626'(1.3 FT) ABOVE THE LEVEL OF RANNEY STREET.
 PR0626
 PR0626                          STATION RECOVERY (1999)
 PR0626
 PR0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 PR0626'0.1 KM (0.05 MI) WESTERLY ALONG RANNEY AVENUE FROM THE POST OFFICE IN
 PR0626'RAYMOND, NEAR THE EAST CORNER OF THE CONCRETE FOOTING FOR THE
 PR0626'NORTHEAST LEG OF A WATER TOWER, 60.3 M (197.8 FT) WEST OF THE CENTER
 PR0626'OF FLOWER STREET, 37.5 M (123.0 FT) NORTH OF THE AVENUE CENTER, AND
 PR0626'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE MONUMENT IS
 PR0626'ON CITY PROPERTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0006 ***********************************************************************
 PS0006  DESIGNATION -  P 59
 PS0006  PID         -  PS0006
 PS0006  STATE/COUNTY-  SD/SPINK
 PS0006  COUNTRY     -  US
 PS0006  USGS QUAD   -  ASHTON (2017)
 PS0006
 PS0006                         *CURRENT SURVEY CONTROL
 PS0006  ______________________________________________________________________
 PS0006* NAD 83(1986) POSITION- 44 59 14.29   (N) 098 29 44.99   (W)   HD_HELD1
 PS0006* NAVD 88 ORTHO HEIGHT -   391.288 (meters)     1283.75  (feet) ADJUSTED
 PS0006  ______________________________________________________________________
 PS0006  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 PS0006  DYNAMIC HEIGHT  -        391.248 (meters)     1283.62  (feet) COMP
 PS0006  MODELED GRAVITY -    980,502.9   (mgal)                       NAVD 88
 PS0006
 PS0006  VERT ORDER      -  SECOND    CLASS 0
 PS0006
 PS0006.The horizontal coordinates were determined by differentially corrected
 PS0006.hand held GPS observations or other comparable positioning techniques
 PS0006.and have an estimated accuracy of +/- 3 meters.
 PS0006
 PS0006.The orthometric height was determined by differential leveling and
 PS0006.adjusted by the NATIONAL GEODETIC SURVEY
 PS0006.in June 1991.
 PS0006
 PS0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0006.GEOID18 height accuracy estimate available here.
 PS0006
 PS0006.Click photographs - Photos may exist for this station.
 PS0006
 PS0006.The dynamic height is computed by dividing the NAVD 88
 PS0006.geopotential number by the normal gravity value computed on the
 PS0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0006.degrees latitude (g = 980.6199 gals.).
 PS0006
 PS0006.The modeled gravity was interpolated from observed gravity values.
 PS0006
 PS0006;                    North         East    Units  Estimated Accuracy
 PS0006;SPC SD N     -   129,333.6     718,611.2     MT  (+/- 3 meters HH1 GPS) 
 PS0006
 PS0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3974581663(NAD 83)
 PS0006
 PS0006                          SUPERSEDED SURVEY CONTROL
 PS0006
 PS0006  NGVD 29 (??/??/92)  390.997  (m)         1282.80   (f) ADJ UNCH    2 0
 PS0006
 PS0006.Superseded values are not recommended for survey control.
 PS0006
 PS0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0006.See file dsdata.pdf to determine how the superseded data were derived.
 PS0006
 PS0006_MARKER: DB = BENCH MARK DISK
 PS0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0006_STAMPING: P 59 1934
 PS0006_MARK LOGO: CGS
 PS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0006+STABILITY: SURFACE MOTION
 PS0006
 PS0006  HISTORY     - Date     Condition        Report By
 PS0006  HISTORY     - 1934     MONUMENTED       CGS
 PS0006
 PS0006                          STATION DESCRIPTION
 PS0006
 PS0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0006'0.7 MI S FROM ASHTON.
 PS0006'ABOUT 0.7 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0006'PACIFIC RAILWAY FROM THE CITY WATER TANK AT ASHTON, SPINK COUNTY,
 PS0006'ABOUT 0.3 MILE SOUTH OF THE PASSENGER STATION, AT THE NORTH END
 PS0006'OF A 1/2-MILE FILL, 38 FEET WEST OF THE CENTER LINE OF THE TRACK,
 PS0006'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED P 59 1934 AND
 PS0006'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0503 ***********************************************************************
 OQ0503  DESIGNATION -  P 6
 OQ0503  PID         -  OQ0503
 OQ0503  STATE/COUNTY-  SD/HANSON
 OQ0503  COUNTRY     -  US
 OQ0503  USGS QUAD   -  ALEXANDRIA (2017)
 OQ0503
 OQ0503                         *CURRENT SURVEY CONTROL
 OQ0503  ______________________________________________________________________
 OQ0503* NAD 83(1986) POSITION- 43 43 27.     (N) 097 50 54.     (W)   SCALED
 OQ0503* NAVD 88 ORTHO HEIGHT -   400.362 (meters)     1313.52  (feet) ADJUSTED
 OQ0503  ______________________________________________________________________
 OQ0503  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 OQ0503  DYNAMIC HEIGHT  -        400.266 (meters)     1313.21  (feet) COMP
 OQ0503  MODELED GRAVITY -    980,366.2   (mgal)                       NAVD 88
 OQ0503
 OQ0503  VERT ORDER      -  FIRST     CLASS II
 OQ0503
 OQ0503.The horizontal coordinates were scaled from a map and have
 OQ0503.an estimated accuracy of +/- 6 seconds.
 OQ0503
 OQ0503.The orthometric height was determined by differential leveling and
 OQ0503.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0503.in June 1991.
 OQ0503
 OQ0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0503.GEOID18 height accuracy estimate available here.
 OQ0503
 OQ0503.Click photographs - Photos may exist for this station.
 OQ0503
 OQ0503.The dynamic height is computed by dividing the NAVD 88
 OQ0503.geopotential number by the normal gravity value computed on the
 OQ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0503.degrees latitude (g = 980.6199 gals.).
 OQ0503
 OQ0503.The modeled gravity was interpolated from observed gravity values.
 OQ0503
 OQ0503;                    North         East    Units  Estimated Accuracy
 OQ0503;SPC SD S     -   157,510.      800,190.      MT  (+/- 180 meters Scaled)
 OQ0503
 OQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP927418(NAD 83)
 OQ0503
 OQ0503                          SUPERSEDED SURVEY CONTROL
 OQ0503
 OQ0503  NGVD 29 (??/??/92)  400.074  (m)         1312.58   (f) ADJ UNCH    1 2
 OQ0503
 OQ0503.Superseded values are not recommended for survey control.
 OQ0503
 OQ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0503.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0503
 OQ0503_MARKER: DB = BENCH MARK DISK
 OQ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0503_STAMPING: 1312.576 P 6 1925
 OQ0503_MARK LOGO: CGS
 OQ0503_PROJECTION: FLUSH
 OQ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0503+STABILITY: SURFACE MOTION
 OQ0503
 OQ0503  HISTORY     - Date     Condition        Report By
 OQ0503  HISTORY     - 1925     MONUMENTED       CGS
 OQ0503  HISTORY     - 1935     GOOD             CGS
 OQ0503  HISTORY     - 20120124 MARK NOT FOUND   INDIV
 OQ0503
 OQ0503                          STATION DESCRIPTION
 OQ0503
 OQ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0503'1.5 MI W FROM FULTON.
 OQ0503'ABOUT 1.5 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0503'AND OMAHA RAILWAY FROM FULTON, HANSON COUNTY, AT A SECTION-LINE
 OQ0503'ROAD CROSSING, ABOUT 60 FEET SOUTHWEST OF THE CENTER OF THE
 OQ0503'CROSSING, 47.6 FEET WEST OF THE CENTER LINE OF THE ROAD, 38
 OQ0503'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH A
 OQ0503'ROW OF POLES.  A STANDARD DISK, STAMPED 1312.576 P 6 1925 AND
 OQ0503'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OQ0503'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS
 OQ0503'NOW SOO LINE RAILROAD.
 OQ0503
 OQ0503                          STATION RECOVERY (1935)
 OQ0503
 OQ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0503'RECOVERED IN GOOD CONDITION.
 OQ0503
 OQ0503                          STATION RECOVERY (2012)
 OQ0503
 OQ0503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0049 ***********************************************************************
 QR0049  DESIGNATION -  P 60
 QR0049  PID         -  QR0049
 QR0049  STATE/COUNTY-  SD/BROWN
 QR0049  COUNTRY     -  US
 QR0049  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0049
 QR0049                         *CURRENT SURVEY CONTROL
 QR0049  ______________________________________________________________________
 QR0049* NAD 83(1986) POSITION- 45 28 26.     (N) 098 28 06.     (W)   SCALED
 QR0049* NAVD 88 ORTHO HEIGHT -   396.387 (meters)     1300.48  (feet) ADJUSTED
 QR0049  ______________________________________________________________________
 QR0049  GEOID HEIGHT    -        -24.460 (meters)                     GEOID18
 QR0049  DYNAMIC HEIGHT  -        396.361 (meters)     1300.39  (feet) COMP
 QR0049  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 QR0049
 QR0049  VERT ORDER      -  FIRST     CLASS II
 QR0049
 QR0049.The horizontal coordinates were scaled from a map and have
 QR0049.an estimated accuracy of +/- 6 seconds.
 QR0049
 QR0049.The orthometric height was determined by differential leveling and
 QR0049.adjusted by the NATIONAL GEODETIC SURVEY
 QR0049.in June 1991.
 QR0049
 QR0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0049.GEOID18 height accuracy estimate available here.
 QR0049
 QR0049.Click photographs - Photos may exist for this station.
 QR0049
 QR0049.The dynamic height is computed by dividing the NAVD 88
 QR0049.geopotential number by the normal gravity value computed on the
 QR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0049.degrees latitude (g = 980.6199 gals.).
 QR0049
 QR0049.The modeled gravity was interpolated from observed gravity values.
 QR0049
 QR0049;                    North         East    Units  Estimated Accuracy
 QR0049;SPC SD N     -   183,440.      719,760.      MT  (+/- 180 meters Scaled)
 QR0049
 QR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR415357(NAD 83)
 QR0049
 QR0049                          SUPERSEDED SURVEY CONTROL
 QR0049
 QR0049  NGVD 29 (??/??/92)  396.092  (m)         1299.51   (f) ADJ UNCH    1 2
 QR0049
 QR0049.Superseded values are not recommended for survey control.
 QR0049
 QR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0049.See file dsdata.pdf to determine how the superseded data were derived.
 QR0049
 QR0049_MARKER: DB = BENCH MARK DISK
 QR0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0049_STAMPING: P 60 1934
 QR0049_MARK LOGO: CGS
 QR0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0049+STABILITY: SURFACE MOTION
 QR0049
 QR0049  HISTORY     - Date     Condition        Report By
 QR0049  HISTORY     - 1934     MONUMENTED       CGS
 QR0049  HISTORY     - 1960     MARK NOT FOUND   USGS
 QR0049  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0049
 QR0049                          STATION DESCRIPTION
 QR0049
 QR0049'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QR0049'1.5 MI N FROM ABERDEEN.
 QR0049'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0049'THE MUNICIPAL BUILDING AT ABERDEEN, BROWN COUNTY, 10 POLES WEST
 QR0049'OF MILEPOST 377, AT A ROAD CROSSING, 60 FEET EAST OF THE
 QR0049'CENTERLINE OF THE ROAD, ABOUT 100 FEET NORTH OF THE CENTERLINE
 QR0049'OF THE TRACK, 18 INCHES SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 QR0049'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0049'P 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0049
 QR0049                          STATION RECOVERY (1997)
 QR0049
 QR0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0049'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0025 ***********************************************************************
 QR0025  DESIGNATION -  P 61
 QR0025  PID         -  QR0025
 QR0025  STATE/COUNTY-  SD/BROWN
 QR0025  COUNTRY     -  US
 QR0025  USGS QUAD   -  HECLA (2017)
 QR0025
 QR0025                         *CURRENT SURVEY CONTROL
 QR0025  ______________________________________________________________________
 QR0025* NAD 83(1986) POSITION- 45 56 08.98   (N) 098 07 45.45   (W)   HD_HELD1
 QR0025* NAVD 88 ORTHO HEIGHT -   397.025 (meters)     1302.57  (feet) ADJUSTED
 QR0025  ______________________________________________________________________
 QR0025  GEOID HEIGHT    -        -25.149 (meters)                     GEOID18
 QR0025  DYNAMIC HEIGHT  -        397.010 (meters)     1302.52  (feet) COMP
 QR0025  MODELED GRAVITY -    980,565.8   (mgal)                       NAVD 88
 QR0025
 QR0025  VERT ORDER      -  FIRST     CLASS II
 QR0025
 QR0025.The horizontal coordinates were determined by differentially corrected
 QR0025.hand held GPS observations or other comparable positioning techniques
 QR0025.and have an estimated accuracy of +/- 3 meters.
 QR0025
 QR0025.The orthometric height was determined by differential leveling and
 QR0025.adjusted by the NATIONAL GEODETIC SURVEY
 QR0025.in June 1991.
 QR0025
 QR0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0025.GEOID18 height accuracy estimate available here.
 QR0025
 QR0025.Click photographs - Photos may exist for this station.
 QR0025
 QR0025.The dynamic height is computed by dividing the NAVD 88
 QR0025.geopotential number by the normal gravity value computed on the
 QR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0025.degrees latitude (g = 980.6199 gals.).
 QR0025
 QR0025.The modeled gravity was interpolated from observed gravity values.
 QR0025
 QR0025;                    North         East    Units  Estimated Accuracy
 QR0025;SPC SD N     -   235,325.2     745,074.3     MT  (+/- 3 meters HH1 GPS) 
 QR0025
 QR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6749887286(NAD 83)
 QR0025
 QR0025                          SUPERSEDED SURVEY CONTROL
 QR0025
 QR0025  NGVD 29 (??/??/92)  396.705  (m)         1301.52   (f) ADJ UNCH    1 2
 QR0025
 QR0025.Superseded values are not recommended for survey control.
 QR0025
 QR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0025.See file dsdata.pdf to determine how the superseded data were derived.
 QR0025
 QR0025_MARKER: DB = BENCH MARK DISK
 QR0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0025_STAMPING: P 61 1934
 QR0025_MARK LOGO: CGS
 QR0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0025+STABILITY: SURFACE MOTION
 QR0025
 QR0025  HISTORY     - Date     Condition        Report By
 QR0025  HISTORY     - 1934     MONUMENTED       CGS
 QR0025  HISTORY     - 1941     GOOD             CGS
 QR0025
 QR0025                          STATION DESCRIPTION
 QR0025
 QR0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0025'3.8 MI NE FROM HECLA.
 QR0025'3.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0025'FROM THE STATION AT HECLA, BROWN COUNTY, AT THE SOUTH DAKOTA-NORTH
 QR0025'DAKOTA STATE LINE, ACROSS THE ROAD FROM MILEPOST 121, AT A ROAD
 QR0025'CROSSING, ABOUT 75 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 QR0025'40 FEET WEST OF THE CENTER LINE OF THE TRACK, 3 FEET SOUTHEAST OF
 QR0025'A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 QR0025'P 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0174 ***********************************************************************
 QQ0174  DESIGNATION -  P 62 RESET
 QQ0174  PID         -  QQ0174
 QQ0174  STATE/COUNTY-  SD/MARSHALL
 QQ0174  COUNTRY     -  US
 QQ0174  USGS QUAD   -  SOUTH RED IRON LAKE (2017)
 QQ0174
 QQ0174                         *CURRENT SURVEY CONTROL
 QQ0174  ______________________________________________________________________
 QQ0174* NAD 83(1986) POSITION- 45 41 42.     (N) 097 20 24.     (W)   SCALED
 QQ0174* NAVD 88 ORTHO HEIGHT -   559.26  (meters)     1834.8   (feet) RESET
 QQ0174  ______________________________________________________________________
 QQ0174  GEOID HEIGHT    -        -25.303 (meters)                     GEOID18
 QQ0174  VERT ORDER      -  THIRD
 QQ0174
 QQ0174.The horizontal coordinates were scaled from a map and have
 QQ0174.an estimated accuracy of +/- 6 seconds.
 QQ0174
 QQ0174.The orthometric height was computed from unverified reset data.
 QQ0174
 QQ0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0174.GEOID18 height accuracy estimate available here.
 QQ0174
 QQ0174.Click photographs - Photos may exist for this station.
 QQ0174
 QQ0174;                    North         East    Units  Estimated Accuracy
 QQ0174;SPC SD N     -   210,280.      807,150.      MT  (+/- 180 meters Scaled)
 QQ0174
 QQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR292615(NAD 83)
 QQ0174
 QQ0174                          SUPERSEDED SURVEY CONTROL
 QQ0174
 QQ0174.No superseded survey control is available for this station.
 QQ0174
 QQ0174_MARKER: DB = BENCH MARK DISK
 QQ0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0174_SP_SET: BRIDGE
 QQ0174_STAMPING: P 62 RESET 1950
 QQ0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0174
 QQ0174  HISTORY     - Date     Condition        Report By
 QQ0174  HISTORY     - 1950     MONUMENTED       SDHD
 QQ0174  HISTORY     - 1951     GOOD             CGS
 QQ0174
 QQ0174                          STATION DESCRIPTION
 QQ0174
 QQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QQ0174'5 MI E FROM LAKE CITY.
 QQ0174'5.0 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QQ0174'AT LAKE CITY, MARSHALL COUNTY, AT A CONCRETE BRIDGE, IN THE
 QQ0174'SOUTHWEST HANDRAIL, AND 4 FEET ABOVE GROUND.  A STANDARD DISK,
 QQ0174'STAMPED P 62 RESET 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0360 ***********************************************************************
 QS0360  DESIGNATION -  P 63
 QS0360  PID         -  QS0360
 QS0360  STATE/COUNTY-  SD/CORSON
 QS0360  COUNTRY     -  US
 QS0360  USGS QUAD   -  MAPLE LEAF (2017)
 QS0360
 QS0360                         *CURRENT SURVEY CONTROL
 QS0360  ______________________________________________________________________
 QS0360* NAD 83(1986) POSITION- 45 56 32.     (N) 100 53 35.     (W)   SCALED
 QS0360* NAVD 88 ORTHO HEIGHT -   637.739 (meters)     2092.32  (feet) ADJUSTED
 QS0360  ______________________________________________________________________
 QS0360  GEOID HEIGHT    -        -21.037 (meters)                     GEOID18
 QS0360  DYNAMIC HEIGHT  -        637.686 (meters)     2092.14  (feet) COMP
 QS0360  MODELED GRAVITY -    980,510.7   (mgal)                       NAVD 88
 QS0360
 QS0360  VERT ORDER      -  SECOND    CLASS 0
 QS0360
 QS0360.The horizontal coordinates were scaled from a map and have
 QS0360.an estimated accuracy of +/- 6 seconds.
 QS0360
 QS0360.The orthometric height was determined by differential leveling and
 QS0360.adjusted by the NATIONAL GEODETIC SURVEY
 QS0360.in June 1991.
 QS0360
 QS0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0360.GEOID18 height accuracy estimate available here.
 QS0360
 QS0360.Click photographs - Photos may exist for this station.
 QS0360
 QS0360.The dynamic height is computed by dividing the NAVD 88
 QS0360.geopotential number by the normal gravity value computed on the
 QS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0360.degrees latitude (g = 980.6199 gals.).
 QS0360
 QS0360.The modeled gravity was interpolated from observed gravity values.
 QS0360
 QS0360;                    North         East    Units  Estimated Accuracy
 QS0360;SPC SD N     -   234,740.      530,750.      MT  (+/- 180 meters Scaled)
 QS0360
 QS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR532893(NAD 83)
 QS0360
 QS0360                          SUPERSEDED SURVEY CONTROL
 QS0360
 QS0360  NGVD 29 (??/??/92)  637.315  (m)         2090.92   (f) ADJ UNCH    2 0
 QS0360
 QS0360.Superseded values are not recommended for survey control.
 QS0360
 QS0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0360.See file dsdata.pdf to determine how the superseded data were derived.
 QS0360
 QS0360_MARKER: DB = BENCH MARK DISK
 QS0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0360_STAMPING: P 63 1934
 QS0360_MARK LOGO: CGS
 QS0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0360+STABILITY: SURFACE MOTION
 QS0360
 QS0360  HISTORY     - Date     Condition        Report By
 QS0360  HISTORY     - 1934     MONUMENTED       CGS
 QS0360  HISTORY     - 1945     GOOD             CGS
 QS0360
 QS0360                          STATION DESCRIPTION
 QS0360
 QS0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0360'1.1 MI N FROM MAPLE LEAF.
 QS0360'1.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0360'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON COUNTY, 8 POLES
 QS0360'NORTH OF MILEPOST 10, AT A ROAD CROSSING, 100 FEET SOUTH OF THE
 QS0360'CENTER LINE OF THE ROAD, 42 FEET WEST OF THE CENTER LINE OF THE
 QS0360'TRACK, 5 FEET NORTHEAST OF A POLE, AND 2 FEET LOWER THAN THE
 QS0360'TRACKS.  A STANDARD DISK, STAMPED P 63 1934 AND SET IN THE TOP OF
 QS0360'A CONCRETE POST.
 QS0360
 QS0360                          STATION RECOVERY (1945)
 QS0360
 QS0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0956 ***********************************************************************
 QS0956  DESIGNATION -  P 65 RESET
 QS0956  PID         -  QS0956
 QS0956  STATE/COUNTY-  SD/CORSON
 QS0956  COUNTRY     -  US
 QS0956  USGS QUAD   -  MCLAUGHLIN SW (2017)
 QS0956
 QS0956                         *CURRENT SURVEY CONTROL
 QS0956  ______________________________________________________________________
 QS0956* NAD 83(1986) POSITION- 45 50 09.89   (N) 100 52 44.75   (W)   HD_HELD1
 QS0956* NAVD 88 ORTHO HEIGHT -   618.35  (meters)     2028.7   (feet) RESET
 QS0956  ______________________________________________________________________
 QS0956  GEOID HEIGHT    -        -21.071 (meters)                     GEOID18
 QS0956  VERT ORDER      -  THIRD
 QS0956
 QS0956.The horizontal coordinates were determined by differentially corrected
 QS0956.hand held GPS observations or other comparable positioning techniques
 QS0956.and have an estimated accuracy of +/- 3 meters.
 QS0956
 QS0956.The orthometric height was computed from unverified reset data.
 QS0956
 QS0956.No vertical observational check was made to the station.
 QS0956
 QS0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0956.GEOID18 height accuracy estimate available here.
 QS0956
 QS0956.Click photographs - Photos may exist for this station.
 QS0956
 QS0956;                    North         East    Units  Estimated Accuracy
 QS0956;SPC SD N     -   222,932.5     531,700.5     MT  (+/- 3 meters HH1 GPS) 
 QS0956
 QS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5406877552(NAD 83)
 QS0956
 QS0956                          SUPERSEDED SURVEY CONTROL
 QS0956
 QS0956  NGVD 29 (04/17/07)  617.92   (m)         2027.3    (f) RESET       3  
 QS0956
 QS0956.Superseded values are not recommended for survey control.
 QS0956
 QS0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0956.See file dsdata.pdf to determine how the superseded data were derived.
 QS0956
 QS0956_MARKER: DV = VERTICAL CONTROL DISK
 QS0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0956_STAMPING: P 65 RESET 1990
 QS0956_MARK LOGO: NGS
 QS0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0956+STABILITY: SURFACE MOTION
 QS0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0956+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QS0956
 QS0956  HISTORY     - Date     Condition        Report By
 QS0956  HISTORY     - 1990     MONUMENTED       NGS
 QS0956
 QS0956                          STATION DESCRIPTION
 QS0956
 QS0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QS0956'6.08 KM (3.78 MI) NORTHWEST ALONG U.S. HIGHWAY 12 FR0M ITS JUNCTION
 QS0956'WITH STATE HIGHWAY 63 (THE ABANDONED TRAIN STATION IS IN THE
 QS0956'NORTHEAST ANGLE OF THIS INTERSECTION) IN MCLAUGHLIN, 59.74 M
 QS0956'(196.00 FT) WEST FROM AN APPROACH, 30.2 M (99.1 FT) SOUTH FROM THE
 QS0956'CENTER OF U.S. HIGHWAY 12, 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0361 ***********************************************************************
 QR0361  DESIGNATION -  P 66
 QR0361  PID         -  QR0361
 QR0361  STATE/COUNTY-  SD/CAMPBELL
 QR0361  COUNTRY     -  US
 QR0361  USGS QUAD   -  ZEELAND (2018)
 QR0361
 QR0361                         *CURRENT SURVEY CONTROL
 QR0361  ______________________________________________________________________
 QR0361* NAD 83(1986) POSITION- 45 53 23.     (N) 099 46 16.     (W)   SCALED
 QR0361* NAVD 88 ORTHO HEIGHT -   560.989 (meters)     1840.51  (feet) ADJUSTED
 QR0361  ______________________________________________________________________
 QR0361  GEOID HEIGHT    -        -22.447 (meters)                     GEOID18
 QR0361  DYNAMIC HEIGHT  -        560.958 (meters)     1840.41  (feet) COMP
 QR0361  MODELED GRAVITY -    980,541.3   (mgal)                       NAVD 88
 QR0361
 QR0361  VERT ORDER      -  SECOND    CLASS 0
 QR0361
 QR0361.The horizontal coordinates were scaled from a map and have
 QR0361.an estimated accuracy of +/- 6 seconds.
 QR0361
 QR0361.The orthometric height was determined by differential leveling and
 QR0361.adjusted by the NATIONAL GEODETIC SURVEY
 QR0361.in June 1991.
 QR0361
 QR0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0361.GEOID18 height accuracy estimate available here.
 QR0361
 QR0361.Click photographs - Photos may exist for this station.
 QR0361
 QR0361.The dynamic height is computed by dividing the NAVD 88
 QR0361.geopotential number by the normal gravity value computed on the
 QR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0361.degrees latitude (g = 980.6199 gals.).
 QR0361
 QR0361.The modeled gravity was interpolated from observed gravity values.
 QR0361
 QR0361;                    North         East    Units  Estimated Accuracy
 QR0361;SPC SD N     -   228,550.      617,770.      MT  (+/- 180 meters Scaled)
 QR0361
 QR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR401820(NAD 83)
 QR0361
 QR0361                          SUPERSEDED SURVEY CONTROL
 QR0361
 QR0361  NGVD 29 (??/??/92)  560.590  (m)         1839.20   (f) ADJ UNCH    2 0
 QR0361
 QR0361.Superseded values are not recommended for survey control.
 QR0361
 QR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0361.See file dsdata.pdf to determine how the superseded data were derived.
 QR0361
 QR0361_MARKER: DB = BENCH MARK DISK
 QR0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0361_STAMPING: P 66 1934
 QR0361_MARK LOGO: CGS
 QR0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0361+STABILITY: SURFACE MOTION
 QR0361
 QR0361  HISTORY     - Date     Condition        Report By
 QR0361  HISTORY     - 1934     MONUMENTED       CGS
 QR0361
 QR0361                          STATION DESCRIPTION
 QR0361
 QR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0361'1.9 MI NE FROM ARTAS.
 QR0361'1.9 MILES NORTHEAST.  ALONG THE MINNEAPOLIS, ST PAUL AND SAULT
 QR0361'STE MARIE RAILROAD, 1/2 POLE NORTHEAST OF MILEPOLE 383.  45 FEET
 QR0361'SOUTHEAST OF CENTERLINE OF TRACK, 6 FEET NORTHWEST OF RIGHT OF
 QR0361'WAY FENCE, 3 FEET BELOW LEVEL OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0259 ***********************************************************************
 OT0259  DESIGNATION -  P 663
 OT0259  PID         -  OT0259
 OT0259  STATE/COUNTY-  SD/PENNINGTON
 OT0259  COUNTRY     -  US
 OT0259  USGS QUAD   -  CAPUTA NE (2017)
 OT0259
 OT0259                         *CURRENT SURVEY CONTROL
 OT0259  ______________________________________________________________________
 OT0259* NAD 83(1986) POSITION- 43 55 30.     (N) 102 47 54.     (W)   SCALED
 OT0259* NAVD 88 ORTHO HEIGHT -   804.461 (meters)     2639.30  (feet) ADJUSTED
 OT0259  ______________________________________________________________________
 OT0259  GEOID HEIGHT    -        -17.511 (meters)                     GEOID18
 OT0259  DYNAMIC HEIGHT  -        804.217 (meters)     2638.50  (feet) COMP
 OT0259  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 OT0259
 OT0259  VERT ORDER      -  FIRST     CLASS II
 OT0259
 OT0259.The horizontal coordinates were scaled from a map and have
 OT0259.an estimated accuracy of +/- 6 seconds.
 OT0259
 OT0259.The orthometric height was determined by differential leveling and
 OT0259.adjusted by the NATIONAL GEODETIC SURVEY
 OT0259.in June 1991.
 OT0259
 OT0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0259.GEOID18 height accuracy estimate available here.
 OT0259
 OT0259.Click photographs - Photos may exist for this station.
 OT0259
 OT0259.The dynamic height is computed by dividing the NAVD 88
 OT0259.geopotential number by the normal gravity value computed on the
 OT0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0259.degrees latitude (g = 980.6199 gals.).
 OT0259
 OT0259.The modeled gravity was interpolated from observed gravity values.
 OT0259
 OT0259;                    North         East    Units  Estimated Accuracy
 OT0259;SPC SD S     -   179,760.      402,090.      MT  (+/- 180 meters Scaled)
 OT0259
 OT0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ767658(NAD 83)
 OT0259
 OT0259                          SUPERSEDED SURVEY CONTROL
 OT0259
 OT0259  NGVD 29 (??/??/92)  804.03   (m)         2637.9    (f) COMPUTED    1 2
 OT0259
 OT0259.Superseded values are not recommended for survey control.
 OT0259
 OT0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0259.See file dsdata.pdf to determine how the superseded data were derived.
 OT0259
 OT0259_MARKER: DB = BENCH MARK DISK
 OT0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0259_STAMPING: P 363 1962
 OT0259_MARK LOGO: CGS
 OT0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0259+STABILITY: SURFACE MOTION
 OT0259
 OT0259  HISTORY     - Date     Condition        Report By
 OT0259  HISTORY     - 1962     MONUMENTED       CGS
 OT0259
 OT0259                          STATION DESCRIPTION
 OT0259
 OT0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0259'24.6 MI SE FROM RAPID CITY.
 OT0259'ABOUT 24.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0259'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0259'RAILWAY STATION AT RAPID CITY, IN SECTION 34, T 1 S, R 11 E,
 OT0259'4 TELEPHONE POLES EAST OF MILE POST 636, 114 FEET NORTHWEST
 OT0259'OF THE NORTHWEST CORNER OF TRESTLE NUMBER W 286 138 1/2 FEET
 OT0259'EAST OF A T-FENCE LEADING NORTH, 43 1/2 FEET NORTH OF NORTH
 OT0259'RAIL, 14 1/2 FEET SOUTHWEST OF A COTTONWOOD TREE, 2 FEET SOUTH
 OT0259'OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT
 OT0259'6 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OT0259'OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0082 ***********************************************************************
 QS0082  DESIGNATION -  P 67
 QS0082  PID         -  QS0082
 QS0082  STATE/COUNTY-  SD/WALWORTH
 QS0082  COUNTRY     -  US
 QS0082  USGS QUAD   -  SELBY (2017)
 QS0082
 QS0082                         *CURRENT SURVEY CONTROL
 QS0082  ______________________________________________________________________
 QS0082* NAD 83(1986) POSITION- 45 31 18.     (N) 100 02 15.     (W)   SCALED
 QS0082* NAVD 88 ORTHO HEIGHT -   572.595 (meters)     1878.59  (feet) ADJUSTED
 QS0082  ______________________________________________________________________
 QS0082  GEOID HEIGHT    -        -22.312 (meters)                     GEOID18
 QS0082  DYNAMIC HEIGHT  -        572.539 (meters)     1878.41  (feet) COMP
 QS0082  MODELED GRAVITY -    980,499.1   (mgal)                       NAVD 88
 QS0082
 QS0082  VERT ORDER      -  SECOND    CLASS 0
 QS0082
 QS0082.The horizontal coordinates were scaled from a map and have
 QS0082.an estimated accuracy of +/- 6 seconds.
 QS0082
 QS0082.The orthometric height was determined by differential leveling and
 QS0082.adjusted by the NATIONAL GEODETIC SURVEY
 QS0082.in June 1991.
 QS0082
 QS0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0082.GEOID18 height accuracy estimate available here.
 QS0082
 QS0082.Click photographs - Photos may exist for this station.
 QS0082
 QS0082.The dynamic height is computed by dividing the NAVD 88
 QS0082.geopotential number by the normal gravity value computed on the
 QS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0082.degrees latitude (g = 980.6199 gals.).
 QS0082
 QS0082.The modeled gravity was interpolated from observed gravity values.
 QS0082
 QS0082;                    North         East    Units  Estimated Accuracy
 QS0082;SPC SD N     -   187,620.      597,070.      MT  (+/- 180 meters Scaled)
 QS0082
 QS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR189414(NAD 83)
 QS0082
 QS0082                          SUPERSEDED SURVEY CONTROL
 QS0082
 QS0082  NGVD 29 (??/??/92)  572.222  (m)         1877.37   (f) ADJ UNCH    2 0
 QS0082
 QS0082.Superseded values are not recommended for survey control.
 QS0082
 QS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0082.See file dsdata.pdf to determine how the superseded data were derived.
 QS0082
 QS0082_MARKER: DB = BENCH MARK DISK
 QS0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0082_SP_SET: CULVERT HEADWALL
 QS0082_STAMPING: P 67 1934
 QS0082_MARK LOGO: CGS
 QS0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0082+STABILITY: SURFACE MOTION
 QS0082
 QS0082  HISTORY     - Date     Condition        Report By
 QS0082  HISTORY     - 1934     MONUMENTED       CGS
 QS0082  HISTORY     - 1953     GOOD             CGS
 QS0082  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0082
 QS0082                          STATION DESCRIPTION
 QS0082
 QS0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0082'1.2 MI N FROM SELBY.
 QS0082'ABOUT 1.2 MILES NORTH ALONG OLD U.S. HIGHWAY 83 FROM THE COUNTY
 QS0082'COURTHOUSE AT SELBY, WALWORTH COUNTY, ABOUT 0.2 MILE NORTH OF THE
 QS0082'JUNCTION OF U.S. HIGHWAY 12, AT A SECTION-LINE ROAD CROSSING,
 QS0082'35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT AN 18-INCH
 QS0082'CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE EAST HEAD
 QS0082'WALL, 19.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 QS0082'SOUTH OF A WHITE POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 QS0082'STANDARD DISK, STAMPED P 67 1934.
 QS0082
 QS0082                          STATION RECOVERY (1953)
 QS0082
 QS0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0082'RECOVERED IN GOOD CONDITION.
 QS0082
 QS0082                          STATION RECOVERY (1997)
 QS0082
 QS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0082'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0327 ***********************************************************************
 QR0327  DESIGNATION -  P 68
 QR0327  PID         -  QR0327
 QR0327  STATE/COUNTY-  SD/POTTER
 QR0327  COUNTRY     -  US
 QR0327  USGS QUAD   -  GETTYSBURG (2017)
 QR0327
 QR0327                         *CURRENT SURVEY CONTROL
 QR0327  ______________________________________________________________________
 QR0327* NAD 83(1986) POSITION- 45 02 36.     (N) 099 56 23.     (W)   SCALED
 QR0327* NAVD 88 ORTHO HEIGHT -   649.812 (meters)     2131.92  (feet) POSTED
 QR0327  ______________________________________________________________________
 QR0327  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 QR0327  DYNAMIC HEIGHT  -        649.72  (meters)     2131.6   (feet) COMP
 QR0327  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 QR0327
 QR0327  VERT ORDER      -  * POSTED, SEE BELOW
 QR0327
 QR0327.The horizontal coordinates were scaled from a map and have
 QR0327.an estimated accuracy of +/- 6 seconds.
 QR0327
 QR0327.The orthometric height was determined by differential leveling
 QR0327.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QR0327
 QR0327.* This is a POSTED BENCH MARK height.
 QR0327
 QR0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0327.GEOID18 height accuracy estimate available here.
 QR0327
 QR0327.Click photographs - Photos may exist for this station.
 QR0327
 QR0327.The dynamic height is computed by dividing the NAVD 88
 QR0327.geopotential number by the normal gravity value computed on the
 QR0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0327.degrees latitude (g = 980.6199 gals.).
 QR0327
 QR0327.The modeled gravity was interpolated from observed gravity values.
 QR0327
 QR0327;                    North         East    Units  Estimated Accuracy
 QR0327;SPC SD N     -   134,460.      604,750.      MT  (+/- 180 meters Scaled)
 QR0327
 QR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ259881(NAD 83)
 QR0327
 QR0327                          SUPERSEDED SURVEY CONTROL
 QR0327
 QR0327.No superseded survey control is available for this station.
 QR0327
 QR0327_MARKER: DB = BENCH MARK DISK
 QR0327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0327_SP_SET: BOX CULVERT HEADWALL
 QR0327_STAMPING: P 68 1934
 QR0327_MARK LOGO: CGS
 QR0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0327+STABILITY: SURFACE MOTION
 QR0327
 QR0327  HISTORY     - Date     Condition        Report By
 QR0327  HISTORY     - 1934     MONUMENTED       CGS
 QR0327
 QR0327                          STATION DESCRIPTION
 QR0327
 QR0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0327'2.5 MI N FROM GETTYSBURG.
 QR0327'2.5 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 396 FEET
 QR0327'NORTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 12 FEET
 QR0327'WEST OF CENTERLINE OF HIWAY.  SET IN THE SOUTH END OF THE
 QR0327'WEST HEADWALL OF 2 FT X 4 FT CONCRETE BOX CULVERT, 2.5 FEET
 QR0327'ABOVE LEVEL OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0328 ***********************************************************************
 QR0328  DESIGNATION -  P 68 RESET
 QR0328  PID         -  QR0328
 QR0328  STATE/COUNTY-  SD/POTTER
 QR0328  COUNTRY     -  US
 QR0328  USGS QUAD   -  GETTYSBURG (2017)
 QR0328
 QR0328                         *CURRENT SURVEY CONTROL
 QR0328  ______________________________________________________________________
 QR0328* NAD 83(1986) POSITION- 45 02 36.     (N) 099 56 23.     (W)   SCALED
 QR0328* NAVD 88 ORTHO HEIGHT -   648.878 (meters)     2128.86  (feet) ADJUSTED
 QR0328  ______________________________________________________________________
 QR0328  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 QR0328  DYNAMIC HEIGHT  -        648.782 (meters)     2128.55  (feet) COMP
 QR0328  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 QR0328
 QR0328  VERT ORDER      -  SECOND    CLASS 0
 QR0328
 QR0328.The horizontal coordinates were scaled from a map and have
 QR0328.an estimated accuracy of +/- 6 seconds.
 QR0328
 QR0328.The orthometric height was determined by differential leveling and
 QR0328.adjusted by the NATIONAL GEODETIC SURVEY
 QR0328.in June 1991.
 QR0328
 QR0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0328.GEOID18 height accuracy estimate available here.
 QR0328
 QR0328.Click photographs - Photos may exist for this station.
 QR0328
 QR0328.The dynamic height is computed by dividing the NAVD 88
 QR0328.geopotential number by the normal gravity value computed on the
 QR0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0328.degrees latitude (g = 980.6199 gals.).
 QR0328
 QR0328.The modeled gravity was interpolated from observed gravity values.
 QR0328
 QR0328;                    North         East    Units  Estimated Accuracy
 QR0328;SPC SD N     -   134,460.      604,750.      MT  (+/- 180 meters Scaled)
 QR0328
 QR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ259881(NAD 83)
 QR0328
 QR0328                          SUPERSEDED SURVEY CONTROL
 QR0328
 QR0328  NGVD 29 (??/??/92)  648.498  (m)         2127.61   (f) ADJ UNCH    2 0
 QR0328
 QR0328.Superseded values are not recommended for survey control.
 QR0328
 QR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0328.See file dsdata.pdf to determine how the superseded data were derived.
 QR0328
 QR0328_MARKER: DB = BENCH MARK DISK
 QR0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0328_SP_SET: CULVERT HEADWALL
 QR0328_STAMPING: P 68 RESET 1938
 QR0328_MARK LOGO: CGS
 QR0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0328+STABILITY: SURFACE MOTION
 QR0328
 QR0328  HISTORY     - Date     Condition        Report By
 QR0328  HISTORY     - 1938     MONUMENTED       CGS
 QR0328  HISTORY     - 1940     GOOD             CGS
 QR0328
 QR0328                          STATION DESCRIPTION
 QR0328
 QR0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0328'2.4 MI N FROM GETTYSBURG.
 QR0328'2.4 MILES N. OF THE CITY WATER TOWER AT GETTYSBURG, ALONG RTS.
 QR0328'83 AND 212, AT FARM DRIVE, IN CENTER OF W. CONCRETE HEADWALL
 QR0328'OF CULVERT, 23.5 FT. W. OF THE CENTER OF HIWAY, 100.0 FT. N.
 QR0328'OF FARM DRIVE, 8.7 FT. N. OF WHITE MARKER POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0302 ***********************************************************************
 QS0302  DESIGNATION -  P 69
 QS0302  PID         -  QS0302
 QS0302  STATE/COUNTY-  SD/DEWEY
 QS0302  COUNTRY     -  US
 QS0302  USGS QUAD   -  STOVE CREEK (2017)
 QS0302
 QS0302                         *CURRENT SURVEY CONTROL
 QS0302  ______________________________________________________________________
 QS0302* NAD 83(1986) POSITION- 45 07 29.74   (N) 100 33 49.14   (W)   HD_HELD1
 QS0302* NAVD 88 ORTHO HEIGHT -   604.604 (meters)     1983.61  (feet) ADJUSTED
 QS0302  ______________________________________________________________________
 QS0302  GEOID HEIGHT    -        -22.188 (meters)                     GEOID18
 QS0302  DYNAMIC HEIGHT  -        604.504 (meters)     1983.28  (feet) COMP
 QS0302  MODELED GRAVITY -    980,431.3   (mgal)                       NAVD 88
 QS0302
 QS0302  VERT ORDER      -  SECOND    CLASS 0
 QS0302
 QS0302.The horizontal coordinates were determined by differentially corrected
 QS0302.hand held GPS observations or other comparable positioning techniques
 QS0302.and have an estimated accuracy of +/- 3 meters.
 QS0302
 QS0302.The orthometric height was determined by differential leveling and
 QS0302.adjusted by the NATIONAL GEODETIC SURVEY
 QS0302.in June 1991.
 QS0302
 QS0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0302.GEOID18 height accuracy estimate available here.
 QS0302
 QS0302.Click photographs - Photos may exist for this station.
 QS0302
 QS0302.The dynamic height is computed by dividing the NAVD 88
 QS0302.geopotential number by the normal gravity value computed on the
 QS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0302.degrees latitude (g = 980.6199 gals.).
 QS0302
 QS0302.The modeled gravity was interpolated from observed gravity values.
 QS0302
 QS0302;                    North         East    Units  Estimated Accuracy
 QS0302;SPC SD N     -   143,679.8     555,657.7     MT  (+/- 3 meters HH1 GPS) 
 QS0302
 QS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7702898017(NAD 83)
 QS0302
 QS0302                          SUPERSEDED SURVEY CONTROL
 QS0302
 QS0302  NGVD 29 (??/??/92)  604.189  (m)         1982.24   (f) ADJ UNCH    2 0
 QS0302
 QS0302.Superseded values are not recommended for survey control.
 QS0302
 QS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0302.See file dsdata.pdf to determine how the superseded data were derived.
 QS0302
 QS0302_MARKER: DB = BENCH MARK DISK
 QS0302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0302_SP_SET: CULVERT HEADWALL
 QS0302_STAMPING: P 69 1934
 QS0302_MARK LOGO: CGS
 QS0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0302+STABILITY: SURFACE MOTION
 QS0302
 QS0302  HISTORY     - Date     Condition        Report By
 QS0302  HISTORY     - 1934     MONUMENTED       CGS
 QS0302  HISTORY     - 1945     GOOD             CGS
 QS0302
 QS0302                          STATION DESCRIPTION
 QS0302
 QS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0302'0.3 MI N FROM LA PLANT.
 QS0302'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO,
 QS0302'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT,
 QS0302'DEWEY COUNTY, THENCE ABOUT 4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 QS0302'212, AT A DOUBLE 3-FOOT CULVERT BETWEEN TWO LONG GRADES, IN THE
 QS0302'EAST END OF THE SOUTH HEAD WALL, 11 FEET SOUTH OF THE CENTER
 QS0302'LINE OF THE HIGHWAY, AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.
 QS0302'A STANDARD DISK, STAMPED P 69 1934.
 QS0302
 QS0302                          STATION RECOVERY (1945)
 QS0302
 QS0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0368 ***********************************************************************
 OR0368  DESIGNATION -  P 7
 OR0368  PID         -  OR0368
 OR0368  STATE/COUNTY-  SD/BRULE
 OR0368  COUNTRY     -  US
 OR0368  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0368
 OR0368                         *CURRENT SURVEY CONTROL
 OR0368  ______________________________________________________________________
 OR0368* NAD 83(1986) POSITION- 43 44 57.70   (N) 098 59 40.77   (W)   HD_HELD1
 OR0368* NAVD 88 ORTHO HEIGHT -   529.169 (meters)     1736.12  (feet) ADJUSTED
 OR0368  ______________________________________________________________________
 OR0368  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 OR0368  DYNAMIC HEIGHT  -        529.024 (meters)     1735.64  (feet) COMP
 OR0368  MODELED GRAVITY -    980,328.2   (mgal)                       NAVD 88
 OR0368
 OR0368  VERT ORDER      -  FIRST     CLASS II
 OR0368
 OR0368.The horizontal coordinates were determined by differentially corrected
 OR0368.hand held GPS observations or other comparable positioning techniques
 OR0368.and have an estimated accuracy of +/- 3 meters.
 OR0368
 OR0368.The orthometric height was determined by differential leveling and
 OR0368.adjusted by the NATIONAL GEODETIC SURVEY
 OR0368.in June 1991.
 OR0368
 OR0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0368.GEOID18 height accuracy estimate available here.
 OR0368
 OR0368.Click photographs - Photos may exist for this station.
 OR0368
 OR0368.The dynamic height is computed by dividing the NAVD 88
 OR0368.geopotential number by the normal gravity value computed on the
 OR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0368.degrees latitude (g = 980.6199 gals.).
 OR0368
 OR0368.The modeled gravity was interpolated from observed gravity values.
 OR0368
 OR0368;                    North         East    Units  Estimated Accuracy
 OR0368;SPC SD S     -   158,177.6     707,806.6     MT  (+/- 3 meters HH1 GPS) 
 OR0368
 OR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0043044035(NAD 83)
 OR0368
 OR0368                          SUPERSEDED SURVEY CONTROL
 OR0368
 OR0368  NGVD 29 (??/??/92)  528.804  (m)         1734.92   (f) ADJ UNCH    1 2
 OR0368
 OR0368.Superseded values are not recommended for survey control.
 OR0368
 OR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0368.See file dsdata.pdf to determine how the superseded data were derived.
 OR0368
 OR0368_MARKER: DB = BENCH MARK DISK
 OR0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0368_STAMPING: P 7 1925
 OR0368_MARK LOGO: CGS
 OR0368_PROJECTION: FLUSH
 OR0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0368+STABILITY: SURFACE MOTION
 OR0368
 OR0368  HISTORY     - Date     Condition        Report By
 OR0368  HISTORY     - 1925     MONUMENTED       CGS
 OR0368  HISTORY     - 1935     GOOD             CGS
 OR0368  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0368
 OR0368                          STATION DESCRIPTION
 OR0368
 OR0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0368'1.7 MI W FROM KIMBALL.
 OR0368'ABOUT 1.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0368'AND PACIFIC RAILROAD FROM KIMBALL, BRULE COUNTY, ABOUT 1/3
 OR0368'MILE NORTHEAST OF A HOUSE IN A SMALL GROVE ON THE TOP OF A
 OR0368'HILL, ABOUT 1/4 MILE SOUTHEAST OF A SQUARE HOUSE, ABOUT 11-1/2
 OR0368'POLES EAST OF MILEPOST 423, ABOUT 251 FEET WEST OF THE CENTER
 OR0368'OF A GATE AT THE ENTRANCE TO A ROAD LEADING SOUTH, 88.9 FEET
 OR0368'SOUTH OF THE CENTER LINE OF THE TRACK, 41 FEET SOUTH OF A ROW
 OR0368'OF POLES, AND 10.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 OR0368'A STANDARD DISK, STAMPED P 7 1925 AND SET IN THE TOP OF A CONCRETE
 OR0368'POST ABOUT FLUSH WITH THE GROUND.
 OR0368
 OR0368                          STATION RECOVERY (1935)
 OR0368
 OR0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0368'RECOVERED IN GOOD CONDITION.
 OR0368
 OR0368                          STATION RECOVERY (2012)
 OR0368
 OR0368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0416 ***********************************************************************
 PT0416  DESIGNATION -  P 70
 PT0416  PID         -  PT0416
 PT0416  STATE/COUNTY-  SD/DEWEY
 PT0416  COUNTRY     -  US
 PT0416  USGS QUAD   -  HERBERT CREEK (2017)
 PT0416
 PT0416                         *CURRENT SURVEY CONTROL
 PT0416  ______________________________________________________________________
 PT0416* NAD 83(1986) POSITION- 44 59 36.     (N) 101 12 02.     (W)   SCALED
 PT0416* NAVD 88 ORTHO HEIGHT -   729.239 (meters)     2392.51  (feet) ADJUSTED
 PT0416  ______________________________________________________________________
 PT0416  GEOID HEIGHT    -        -21.334 (meters)                     GEOID18
 PT0416  DYNAMIC HEIGHT  -        729.098 (meters)     2392.05  (feet) COMP
 PT0416  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 PT0416
 PT0416  VERT ORDER      -  SECOND    CLASS 0
 PT0416
 PT0416.The horizontal coordinates were scaled from a map and have
 PT0416.an estimated accuracy of +/- 6 seconds.
 PT0416
 PT0416.The orthometric height was determined by differential leveling and
 PT0416.adjusted by the NATIONAL GEODETIC SURVEY
 PT0416.in June 1991.
 PT0416
 PT0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0416.GEOID18 height accuracy estimate available here.
 PT0416
 PT0416.Click photographs - Photos may exist for this station.
 PT0416
 PT0416.The dynamic height is computed by dividing the NAVD 88
 PT0416.geopotential number by the normal gravity value computed on the
 PT0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0416.degrees latitude (g = 980.6199 gals.).
 PT0416
 PT0416.The modeled gravity was interpolated from observed gravity values.
 PT0416
 PT0416;                    North         East    Units  Estimated Accuracy
 PT0416;SPC SD N     -   129,600.      505,340.      MT  (+/- 180 meters Scaled)
 PT0416
 PT0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ265845(NAD 83)
 PT0416
 PT0416                          SUPERSEDED SURVEY CONTROL
 PT0416
 PT0416  NGVD 29 (??/??/92)  728.755  (m)         2390.92   (f) ADJ UNCH    2 0
 PT0416
 PT0416.Superseded values are not recommended for survey control.
 PT0416
 PT0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0416.See file dsdata.pdf to determine how the superseded data were derived.
 PT0416
 PT0416_MARKER: DB = BENCH MARK DISK
 PT0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0416_STAMPING: P 70 1934
 PT0416_MARK LOGO: CGS
 PT0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0416+STABILITY: SURFACE MOTION
 PT0416
 PT0416  HISTORY     - Date     Condition        Report By
 PT0416  HISTORY     - 1934     MONUMENTED       CGS
 PT0416
 PT0416                          STATION DESCRIPTION
 PT0416
 PT0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0416'1.7 MI E FROM EAGLE BUTTE.
 PT0416'1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PT0416'RAILROAD FROM THE STATION AT EAGLE BUTTE, DEWEY COUNTY, 5 POLES
 PT0416'EAST OF MILEPOST 62, AT A ROAD CROSSING, 50 FEET WEST OF THE
 PT0416'CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE
 PT0416'TRACK, 5 FEET EAST OF A POLE, 2 FEET LOWER THAN THE TRACK AND SET
 PT0416'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0272 ***********************************************************************
 QS0272  DESIGNATION -  P 71
 QS0272  PID         -  QS0272
 QS0272  STATE/COUNTY-  SD/DEWEY
 QS0272  COUNTRY     -  US
 QS0272  USGS QUAD   -  PROMISE (2017)
 QS0272
 QS0272                         *CURRENT SURVEY CONTROL
 QS0272  ______________________________________________________________________
 QS0272* NAD 83(1986) POSITION- 45 19 51.     (N) 100 36 14.     (W)   SCALED
 QS0272* NAVD 88 ORTHO HEIGHT -   495.359 (meters)     1625.19  (feet) ADJUSTED
 QS0272  ______________________________________________________________________
 QS0272  GEOID HEIGHT    -        -21.783 (meters)                     GEOID18
 QS0272  DYNAMIC HEIGHT  -        495.307 (meters)     1625.02  (feet) COMP
 QS0272  MODELED GRAVITY -    980,496.8   (mgal)                       NAVD 88
 QS0272
 QS0272  VERT ORDER      -  SECOND    CLASS 0
 QS0272
 QS0272.The horizontal coordinates were scaled from a map and have
 QS0272.an estimated accuracy of +/- 6 seconds.
 QS0272
 QS0272.The orthometric height was determined by differential leveling and
 QS0272.adjusted by the NATIONAL GEODETIC SURVEY
 QS0272.in June 1991.
 QS0272
 QS0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0272.GEOID18 height accuracy estimate available here.
 QS0272
 QS0272.Click photographs - Photos may exist for this station.
 QS0272
 QS0272.The dynamic height is computed by dividing the NAVD 88
 QS0272.geopotential number by the normal gravity value computed on the
 QS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0272.degrees latitude (g = 980.6199 gals.).
 QS0272
 QS0272.The modeled gravity was interpolated from observed gravity values.
 QS0272
 QS0272;                    North         East    Units  Estimated Accuracy
 QS0272;SPC SD N     -   166,580.      552,660.      MT  (+/- 180 meters Scaled)
 QS0272
 QS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR743209(NAD 83)
 QS0272
 QS0272                          SUPERSEDED SURVEY CONTROL
 QS0272
 QS0272  NGVD 29 (??/??/92)  494.979  (m)         1623.94   (f) ADJ UNCH    2 0
 QS0272
 QS0272.Superseded values are not recommended for survey control.
 QS0272
 QS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0272.See file dsdata.pdf to determine how the superseded data were derived.
 QS0272
 QS0272_MARKER: DB = BENCH MARK DISK
 QS0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0272_STAMPING: P 71 1934
 QS0272_MARK LOGO: CGS
 QS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0272+STABILITY: SURFACE MOTION
 QS0272
 QS0272  HISTORY     - Date     Condition        Report By
 QS0272  HISTORY     - 1934     MONUMENTED       CGS
 QS0272  HISTORY     - 1945     GOOD             CGS
 QS0272
 QS0272                          STATION DESCRIPTION
 QS0272
 QS0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0272'AT PROMISE.
 QS0272'AT PROMISE, DEWEY COUNTY, ABOUT 8 POLES SOUTH OF THE CHICAGO,
 QS0272'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 2 POLES
 QS0272'NORTH OF MILEPOST 13, AT A ROAD CROSSING, 33 FEET SOUTH OF THE
 QS0272'CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER LINE OF THE
 QS0272'TRACK, 1 FOOT WEST OF A POLE, 1 FOOT WEST OF A WHITE REFERENCE
 QS0272'POST STENCILED U.S.B.M., AND ABOUT 2 FEET LOWER THAN THE TRACK.
 QS0272'A STANDARD DISK, STAMPED P 71 1934 AND SET IN THE TOP OF A
 QS0272'CONCRETE POST.
 QS0272
 QS0272                          STATION RECOVERY (1945)
 QS0272
 QS0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0394 ***********************************************************************
 PT0394  DESIGNATION -  P 72
 PT0394  PID         -  PT0394
 PT0394  STATE/COUNTY-  SD/HAAKON
 PT0394  COUNTRY     -  US
 PT0394  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0394
 PT0394                         *CURRENT SURVEY CONTROL
 PT0394  ______________________________________________________________________
 PT0394* NAD 83(1986) POSITION- 44 41 38.64   (N) 101 12 15.02   (W)   HD_HELD1
 PT0394* NAVD 88 ORTHO HEIGHT -   497.077 (meters)     1630.83  (feet) ADJUSTED
 PT0394  ______________________________________________________________________
 PT0394  GEOID HEIGHT    -        -21.860 (meters)                     GEOID18
 PT0394  DYNAMIC HEIGHT  -        496.980 (meters)     1630.51  (feet) COMP
 PT0394  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0394
 PT0394  VERT ORDER      -  SECOND    CLASS 0
 PT0394
 PT0394.The horizontal coordinates were determined by differentially corrected
 PT0394.hand held GPS observations or other comparable positioning techniques
 PT0394.and have an estimated accuracy of +/- 3 meters.
 PT0394
 PT0394.The orthometric height was determined by differential leveling and
 PT0394.adjusted by the NATIONAL GEODETIC SURVEY
 PT0394.in June 1991.
 PT0394
 PT0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0394.GEOID18 height accuracy estimate available here.
 PT0394
 PT0394.Click photographs - Photos may exist for this station.
 PT0394
 PT0394.The dynamic height is computed by dividing the NAVD 88
 PT0394.geopotential number by the normal gravity value computed on the
 PT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0394.degrees latitude (g = 980.6199 gals.).
 PT0394
 PT0394.The modeled gravity was interpolated from observed gravity values.
 PT0394
 PT0394;                    North         East    Units  Estimated Accuracy
 PT0394;SPC SD S     -   262,640.4     530,968.2     MT  (+/- 3 meters HH1 GPS) 
 PT0394
 PT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2535551329(NAD 83)
 PT0394
 PT0394                          SUPERSEDED SURVEY CONTROL
 PT0394
 PT0394  NGVD 29 (??/??/92)  496.629  (m)         1629.36   (f) ADJ UNCH    2 0
 PT0394
 PT0394.Superseded values are not recommended for survey control.
 PT0394
 PT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0394.See file dsdata.pdf to determine how the superseded data were derived.
 PT0394
 PT0394_MARKER: DB = BENCH MARK DISK
 PT0394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0394_SP_SET: CULVERT HEADWALL
 PT0394_STAMPING: P 72 1934
 PT0394_MARK LOGO: CGS
 PT0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0394+STABILITY: SURFACE MOTION
 PT0394
 PT0394  HISTORY     - Date     Condition        Report By
 PT0394  HISTORY     - 1934     MONUMENTED       CGS
 PT0394
 PT0394                          STATION DESCRIPTION
 PT0394
 PT0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0394'2.1 MI W FROM EAGLE BUTTE.
 PT0394'IN HAAKON COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0394'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0394'24.4 MILES SOUTH ALONG STATE HIGHWAY 63, 1.1 MILES EAST OF THE
 PT0394'BRIDGE OVER CHEYENNE RIVER, AT THE BOTTOM OF A DRAW, AT A LARGE
 PT0394'CULVERT, IN THE CENTER OF THE SOUTH CONCRETE HEADWALL, AND LEVEL
 PT0394'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0880 ***********************************************************************
 PT0880  DESIGNATION -  P 74 RESET
 PT0880  PID         -  PT0880
 PT0880  STATE/COUNTY-  SD/STANLEY
 PT0880  COUNTRY     -  US
 PT0880  USGS QUAD   -  LACY (2017)
 PT0880
 PT0880                         *CURRENT SURVEY CONTROL
 PT0880  ______________________________________________________________________
 PT0880* NAD 83(1986) POSITION- 44 23 10.     (N) 100 37 48.     (W)   SCALED
 PT0880* NAVD 88 ORTHO HEIGHT -   591.89  (meters)     1941.9   (feet) RESET
 PT0880  ______________________________________________________________________
 PT0880  GEOID HEIGHT    -        -23.068 (meters)                     GEOID18
 PT0880  VERT ORDER      -  THIRD
 PT0880
 PT0880.The horizontal coordinates were scaled from a map and have
 PT0880.an estimated accuracy of +/- 6 seconds.
 PT0880
 PT0880.The orthometric height was computed from unverified reset data.
 PT0880
 PT0880.No vertical observational check was made to the station.
 PT0880
 PT0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0880.GEOID18 height accuracy estimate available here.
 PT0880
 PT0880.Click photographs - Photos may exist for this station.
 PT0880
 PT0880;                    North         East    Units  Estimated Accuracy
 PT0880;SPC SD S     -   228,100.      576,360.      MT  (+/- 180 meters Scaled)
 PT0880
 PT0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ701160(NAD 83)
 PT0880
 PT0880                          SUPERSEDED SURVEY CONTROL
 PT0880
 PT0880  NGVD 29 (04/17/07)  591.48   (m)         1940.5    (f) RESET       3  
 PT0880
 PT0880.Superseded values are not recommended for survey control.
 PT0880
 PT0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0880.See file dsdata.pdf to determine how the superseded data were derived.
 PT0880
 PT0880_MARKER: DV = VERTICAL CONTROL DISK
 PT0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0880_STAMPING: P 74 RESET 1983
 PT0880_MARK LOGO: NGS
 PT0880_PROJECTION: FLUSH
 PT0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0880+STABILITY: SURFACE MOTION
 PT0880
 PT0880  HISTORY     - Date     Condition        Report By
 PT0880  HISTORY     - 1983     MONUMENTED       NGS
 PT0880  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0880
 PT0880                          STATION DESCRIPTION
 PT0880
 PT0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0880'21.8 KM (13.5 MI) NW FROM FORT PIERRE.
 PT0880'FROM THE JUNCTION OF HIGHWAYS 14-34 AND 83 IN THE NORTH EDGE OF
 PT0880'FORT PIERRE, GO WEST ALONG HIGHWAY 14-34 FOR 16.6 KM (10.3 MI),
 PT0880'THENCE 3.9 KM (2.4 MI) NORTHWEST ALONG HIGHWAY 14-34, THENCE 1.3 KM
 PT0880'(0.8 MI) WEST ALONG HIGHWAY 14-34, 0.2 KM (0.1 MI) EAST OF A
 PT0880'CROSSROAD, 22.7 METERS (74.5 FEET) SOUTH OF CENTERLINE OF HIGHWAY.
 PT0880'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 PT0880
 PT0880                          STATION RECOVERY (1995)
 PT0880
 PT0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0880'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0410 ***********************************************************************
 PT0410  DESIGNATION -  P 75
 PT0410  PID         -  PT0410
 PT0410  STATE/COUNTY-  SD/HAAKON
 PT0410  COUNTRY     -  US
 PT0410  USGS QUAD   -  CHERRY CREEK (2017)
 PT0410
 PT0410                         *CURRENT SURVEY CONTROL
 PT0410  ______________________________________________________________________
 PT0410* NAD 83(1986) POSITION- 44 36 31.     (N) 101 23 06.     (W)   SCALED
 PT0410* NAVD 88 ORTHO HEIGHT -   549.312 (meters)     1802.20  (feet) ADJUSTED
 PT0410  ______________________________________________________________________
 PT0410  GEOID HEIGHT    -        -21.602 (meters)                     GEOID18
 PT0410  DYNAMIC HEIGHT  -        549.185 (meters)     1801.78  (feet) COMP
 PT0410  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 PT0410
 PT0410  VERT ORDER      -  SECOND    CLASS 0
 PT0410
 PT0410.The horizontal coordinates were scaled from a map and have
 PT0410.an estimated accuracy of +/- 6 seconds.
 PT0410
 PT0410.The orthometric height was determined by differential leveling and
 PT0410.adjusted by the NATIONAL GEODETIC SURVEY
 PT0410.in June 1991.
 PT0410
 PT0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0410.GEOID18 height accuracy estimate available here.
 PT0410
 PT0410.Click photographs - Photos may exist for this station.
 PT0410
 PT0410.The dynamic height is computed by dividing the NAVD 88
 PT0410.geopotential number by the normal gravity value computed on the
 PT0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0410.degrees latitude (g = 980.6199 gals.).
 PT0410
 PT0410.The modeled gravity was interpolated from observed gravity values.
 PT0410
 PT0410;                    North         East    Units  Estimated Accuracy
 PT0410;SPC SD S     -   253,310.      516,510.      MT  (+/- 180 meters Scaled)
 PT0410
 PT0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ107422(NAD 83)
 PT0410
 PT0410                          SUPERSEDED SURVEY CONTROL
 PT0410
 PT0410  NGVD 29 (??/??/92)  548.846  (m)         1800.67   (f) ADJ UNCH    2 0
 PT0410
 PT0410.Superseded values are not recommended for survey control.
 PT0410
 PT0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0410.See file dsdata.pdf to determine how the superseded data were derived.
 PT0410
 PT0410_MARKER: DB = BENCH MARK DISK
 PT0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0410_STAMPING: P 75 1934
 PT0410_MARK LOGO: CGS
 PT0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0410+STABILITY: SURFACE MOTION
 PT0410
 PT0410  HISTORY     - Date     Condition        Report By
 PT0410  HISTORY     - 1934     MONUMENTED       CGS
 PT0410
 PT0410                          STATION DESCRIPTION
 PT0410
 PT0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0410'6.7 MI E FROM CHERRY CREEK.
 PT0410'6.7 MILES EAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE AT
 PT0410'CHERRY CREEK, HAAKON COUNTY, AT A BRIDGE, ON THE SOUTHWEST BANK
 PT0410'OF A CREEK, 85 FEET SOUTHWEST OF THE BRIDGE, 60 FEET NORTHWEST
 PT0410'OF THE CENTERLINE OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0340 ***********************************************************************
 PT0340  DESIGNATION -  P 76
 PT0340  PID         -  PT0340
 PT0340  STATE/COUNTY-  SD/STANLEY
 PT0340  COUNTRY     -  US
 PT0340  USGS QUAD   -  WENDTE (2017)
 PT0340
 PT0340                         *CURRENT SURVEY CONTROL
 PT0340  ______________________________________________________________________
 PT0340* NAD 83(1986) POSITION- 44 11 44.49   (N) 100 44 14.77   (W)   HD_HELD1
 PT0340* NAVD 88 ORTHO HEIGHT -   501.278 (meters)     1644.61  (feet) ADJUSTED
 PT0340  ______________________________________________________________________
 PT0340  GEOID HEIGHT    -        -23.484 (meters)                     GEOID18
 PT0340  DYNAMIC HEIGHT  -        501.149 (meters)     1644.19  (feet) COMP
 PT0340  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 PT0340
 PT0340  VERT ORDER      -  SECOND    CLASS 0
 PT0340
 PT0340.The horizontal coordinates were determined by differentially corrected
 PT0340.hand held GPS observations or other comparable positioning techniques
 PT0340.and have an estimated accuracy of +/- 3 meters.
 PT0340
 PT0340.The orthometric height was determined by differential leveling and
 PT0340.adjusted by the NATIONAL GEODETIC SURVEY
 PT0340.in June 1991.
 PT0340
 PT0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0340.GEOID18 height accuracy estimate available here.
 PT0340
 PT0340.Click photographs - Photos may exist for this station.
 PT0340
 PT0340.The dynamic height is computed by dividing the NAVD 88
 PT0340.geopotential number by the normal gravity value computed on the
 PT0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0340.degrees latitude (g = 980.6199 gals.).
 PT0340
 PT0340.The modeled gravity was interpolated from observed gravity values.
 PT0340
 PT0340;                    North         East    Units  Estimated Accuracy
 PT0340;SPC SD S     -   206,976.4     567,696.7     MT  (+/- 3 meters HH1 GPS) 
 PT0340
 PT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6116095075(NAD 83)
 PT0340
 PT0340                          SUPERSEDED SURVEY CONTROL
 PT0340
 PT0340  NGVD 29 (??/??/92)  500.865  (m)         1643.25   (f) ADJ UNCH    2 0
 PT0340
 PT0340.Superseded values are not recommended for survey control.
 PT0340
 PT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0340.See file dsdata.pdf to determine how the superseded data were derived.
 PT0340
 PT0340_MARKER: DB = BENCH MARK DISK
 PT0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0340_STAMPING: P 76 1934
 PT0340_MARK LOGO: CGS
 PT0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0340+STABILITY: SURFACE MOTION
 PT0340
 PT0340  HISTORY     - Date     Condition        Report By
 PT0340  HISTORY     - 1934     MONUMENTED       CGS
 PT0340
 PT0340                          STATION DESCRIPTION
 PT0340
 PT0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0340'4.5 MI NE FROM VAN METRE.
 PT0340'IN STANLEY COUNTY, 4.5 MILES NORTHEAST ALONG THE CHICAGO AND
 PT0340'NORTH WESTERN RAILWAY FROM THE STATION AT VAN METRE, JONES
 PT0340'COUNTY, 20 POLES SOUTHWEST OF MILEPOST 508, AT A PRIVATE-ROAD
 PT0340'CROSSING, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 30
 PT0340'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHEAST OF
 PT0340'A POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 PT0340'STAMPED P 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0158 ***********************************************************************
 PS0158  DESIGNATION -  P 79
 PS0158  PID         -  PS0158
 PS0158  STATE/COUNTY-  SD/HAND
 PS0158  COUNTRY     -  US
 PS0158  USGS QUAD   -  VAYLAND NW (2017)
 PS0158
 PS0158                         *CURRENT SURVEY CONTROL
 PS0158  ______________________________________________________________________
 PS0158* NAD 83(1986) POSITION- 44 22 51.     (N) 098 58 59.     (W)   SCALED
 PS0158* NAVD 88 ORTHO HEIGHT -   555.678 (meters)     1823.09  (feet) ADJUSTED
 PS0158  ______________________________________________________________________
 PS0158  GEOID HEIGHT    -        -24.578 (meters)                     GEOID18
 PS0158  DYNAMIC HEIGHT  -        555.559 (meters)     1822.70  (feet) COMP
 PS0158  MODELED GRAVITY -    980,386.6   (mgal)                       NAVD 88
 PS0158
 PS0158  VERT ORDER      -  SECOND    CLASS 0
 PS0158
 PS0158.The horizontal coordinates were scaled from a map and have
 PS0158.an estimated accuracy of +/- 6 seconds.
 PS0158
 PS0158.The orthometric height was determined by differential leveling and
 PS0158.adjusted by the NATIONAL GEODETIC SURVEY
 PS0158.in June 1991.
 PS0158
 PS0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0158.GEOID18 height accuracy estimate available here.
 PS0158
 PS0158.Click photographs - Photos may exist for this station.
 PS0158
 PS0158.The dynamic height is computed by dividing the NAVD 88
 PS0158.geopotential number by the normal gravity value computed on the
 PS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0158.degrees latitude (g = 980.6199 gals.).
 PS0158
 PS0158.The modeled gravity was interpolated from observed gravity values.
 PS0158
 PS0158;                    North         East    Units  Estimated Accuracy
 PS0158;SPC SD N     -    61,350.      681,040.      MT  (+/- 180 meters Scaled)
 PS0158
 PS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ013141(NAD 83)
 PS0158
 PS0158                          SUPERSEDED SURVEY CONTROL
 PS0158
 PS0158  NGVD 29 (??/??/92)  555.32   (m)         1821.9    (f) COMPUTED    2 0
 PS0158
 PS0158.Superseded values are not recommended for survey control.
 PS0158
 PS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0158.See file dsdata.pdf to determine how the superseded data were derived.
 PS0158
 PS0158_MARKER: DB = BENCH MARK DISK
 PS0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0158_SP_SET: BRIDGE
 PS0158_STAMPING: P 79 1934
 PS0158_MARK LOGO: CGS
 PS0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0158
 PS0158  HISTORY     - Date     Condition        Report By
 PS0158  HISTORY     - 1934     MONUMENTED       CGS
 PS0158
 PS0158                          STATION DESCRIPTION
 PS0158
 PS0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0158'9.6 MI S FROM MILLER.
 PS0158'9.6 MILES SOUTH OF CITY AUDITORIUM AT MILLER, ALONG STATE HIGHWAY
 PS0158'45 AT 12 FOOT CONCRETE DECK BRIDGE BB-E-34-1.  SET IN THE SOUTH
 PS0158'END OF THE NORTHEAST WING 8 INCHES NORTH OF EAST GUARD RAIL, AT
 PS0158'ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0159 ***********************************************************************
 PS0159  DESIGNATION -  P 79 RESET
 PS0159  PID         -  PS0159
 PS0159  STATE/COUNTY-  SD/HAND
 PS0159  COUNTRY     -  US
 PS0159  USGS QUAD   -  VAYLAND NW (2017)
 PS0159
 PS0159                         *CURRENT SURVEY CONTROL
 PS0159  ______________________________________________________________________
 PS0159* NAD 83(1986) POSITION- 44 22 50.96   (N) 098 59 00.21   (W)   HD_HELD1
 PS0159* NAVD 88 ORTHO HEIGHT -   555.89  (+/-2cm)     1823.8   (feet) VERTCON3
 PS0159  ______________________________________________________________________
 PS0159  GEOID HEIGHT    -        -24.577 (meters)                     GEOID18
 PS0159  VERT ORDER      -  THIRD (See Below)
 PS0159
 PS0159.The horizontal coordinates were determined by differentially corrected
 PS0159.hand held GPS observations or other comparable positioning techniques
 PS0159.and have an estimated accuracy of +/- 3 meters.
 PS0159
 PS0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0159
 PS0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0159.GEOID18 height accuracy estimate available here.
 PS0159
 PS0159.The vertical order pertains to the NGVD 29 superseded value.
 PS0159
 PS0159.Click photographs - Photos may exist for this station.
 PS0159
 PS0159;                    North         East    Units  Estimated Accuracy
 PS0159;SPC SD N     -    61,347.2     681,013.4     MT  (+/- 3 meters HH1 GPS) 
 PS0159
 PS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0132314171(NAD 83)
 PS0159
 PS0159                          SUPERSEDED SURVEY CONTROL
 PS0159
 PS0159  NGVD 29 (??/??/??)  555.53   (m)         1822.6    (f) RESET       3  
 PS0159
 PS0159.Superseded values are not recommended for survey control.
 PS0159
 PS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0159.See file dsdata.pdf to determine how the superseded data were derived.
 PS0159
 PS0159_MARKER: DB = BENCH MARK DISK
 PS0159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0159_SP_SET: BOX CULVERT HEADWALL
 PS0159_STAMPING: P 79 RESET 1949
 PS0159_MARK LOGO: CGS
 PS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0159+STABILITY: SURFACE MOTION
 PS0159
 PS0159  HISTORY     - Date     Condition        Report By
 PS0159  HISTORY     - 1949     MONUMENTED       SDHD
 PS0159
 PS0159                          STATION DESCRIPTION
 PS0159
 PS0159'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 PS0159'9.6 MI S FROM MILLER.
 PS0159'9.6 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0159'AT MILLER, AT AN 8- BY 5-FOOT CONCRETE-BOX CULVERT, IN THE CENTER
 PS0159'OF THE TOP OF THE EAST HEADWALL, 21 FEET EAST OF THE CENTERLINE OF
 PS0159'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0159'P 79 RESET 1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0003 ***********************************************************************
 OS0003  DESIGNATION -  P 8
 OS0003  PID         -  OS0003
 OS0003  STATE/COUNTY-  SD/LYMAN
 OS0003  COUNTRY     -  US
 OS0003  USGS QUAD   -  PRESHO (2017)
 OS0003
 OS0003                         *CURRENT SURVEY CONTROL
 OS0003  ______________________________________________________________________
 OS0003* NAD 83(1986) POSITION- 43 54 38.     (N) 100 00 20.     (W)   SCALED
 OS0003* NAVD 88 ORTHO HEIGHT -   533.251 (meters)     1749.51  (feet) ADJUSTED
 OS0003  ______________________________________________________________________
 OS0003  GEOID HEIGHT    -        -25.196 (meters)                     GEOID18
 OS0003  DYNAMIC HEIGHT  -        533.092 (meters)     1748.99  (feet) COMP
 OS0003  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 OS0003
 OS0003  VERT ORDER      -  FIRST     CLASS II
 OS0003
 OS0003.The horizontal coordinates were scaled from a map and have
 OS0003.an estimated accuracy of +/- 6 seconds.
 OS0003
 OS0003.The orthometric height was determined by differential leveling and
 OS0003.adjusted by the NATIONAL GEODETIC SURVEY
 OS0003.in September 1993.
 OS0003
 OS0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0003.GEOID18 height accuracy estimate available here.
 OS0003
 OS0003.Click photographs - Photos may exist for this station.
 OS0003
 OS0003.The dynamic height is computed by dividing the NAVD 88
 OS0003.geopotential number by the normal gravity value computed on the
 OS0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0003.degrees latitude (g = 980.6199 gals.).
 OS0003
 OS0003.The modeled gravity was interpolated from observed gravity values.
 OS0003
 OS0003;                    North         East    Units  Estimated Accuracy
 OS0003;SPC SD S     -   175,270.      626,330.      MT  (+/- 180 meters Scaled)
 OS0003
 OS0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP192624(NAD 83)
 OS0003
 OS0003                          SUPERSEDED SURVEY CONTROL
 OS0003
 OS0003  NAVD 88 (06/15/91)  533.179  (m)         1749.27   (f) SUPERSEDED  1 2
 OS0003  NGVD 29 (??/??/92)  532.785  (m)         1747.98   (f) ADJ UNCH    1 2
 OS0003
 OS0003.Superseded values are not recommended for survey control.
 OS0003
 OS0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0003.See file dsdata.pdf to determine how the superseded data were derived.
 OS0003
 OS0003_MARKER: DB = BENCH MARK DISK
 OS0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0003_STAMPING: P 8 1925 1747.979
 OS0003_MARK LOGO: CGS
 OS0003_PROJECTION: FLUSH
 OS0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0003+STABILITY: SURFACE MOTION
 OS0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0003+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1991
 OS0003
 OS0003  HISTORY     - Date     Condition        Report By
 OS0003  HISTORY     - 1925     MONUMENTED       CGS
 OS0003  HISTORY     - 1940     GOOD             CGS
 OS0003  HISTORY     - 19910628 GOOD             NGS
 OS0003
 OS0003                          STATION DESCRIPTION
 OS0003
 OS0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0003'2.7 MI E FROM PRESHO.
 OS0003'2.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0003'PACIFIC RAILROAD AT PRESHO, LYMAN COUNTY, AT A SECTION-LINE
 OS0003'ROAD CROSSING, 57.4 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 OS0003'41.3 FEET EAST OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH
 OS0003'OF THE CENTERLINE OF THE TRACK, 1 FOOT EAST OF A WHITE WOODEN
 OS0003'WITNESS POST, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 OS0003'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OS0003
 OS0003                          STATION RECOVERY (1991)
 OS0003
 OS0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0003'4.3 KM (2.7 MI) EASTERLY ALONG THE DAKOTA SOUTHERN RAILWAY FROM THE
 OS0003'JUNCTION OF MAIN AVENUE IN PRESHO, 12.3 M (40.4 FT) EAST OF AND LEVEL
 OS0003'WITH THE CENTER OF A SECTION LINE ROAD, 11.5 M (37.7 FT) SOUTH OF THE
 OS0003'NEAR RAIL, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OS0003'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0755 ***********************************************************************
 PS0755  DESIGNATION -  P 80 RESET
 PS0755  PID         -  PS0755
 PS0755  STATE/COUNTY-  SD/FAULK
 PS0755  COUNTRY     -  US
 PS0755  USGS QUAD   -  ORIENT (2017)
 PS0755
 PS0755                         *CURRENT SURVEY CONTROL
 PS0755  ______________________________________________________________________
 PS0755* NAD 83(1986) POSITION- 44 58 15.     (N) 099 01 19.     (W)   SCALED
 PS0755* NAVD 88 ORTHO HEIGHT -   447.860 (meters)     1469.35  (feet) ADJUSTED
 PS0755  ______________________________________________________________________
 PS0755  GEOID HEIGHT    -        -23.808 (meters)                     GEOID18
 PS0755  DYNAMIC HEIGHT  -        447.804 (meters)     1469.17  (feet) COMP
 PS0755  MODELED GRAVITY -    980,478.4   (mgal)                       NAVD 88
 PS0755
 PS0755  VERT ORDER      -  FIRST     CLASS II
 PS0755
 PS0755.The horizontal coordinates were scaled from a map and have
 PS0755.an estimated accuracy of +/- 6 seconds.
 PS0755
 PS0755.The orthometric height was determined by differential leveling and
 PS0755.adjusted by the NATIONAL GEODETIC SURVEY
 PS0755.in July 1998.
 PS0755
 PS0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0755.GEOID18 height accuracy estimate available here.
 PS0755
 PS0755.Click photographs - Photos may exist for this station.
 PS0755
 PS0755.The dynamic height is computed by dividing the NAVD 88
 PS0755.geopotential number by the normal gravity value computed on the
 PS0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0755.degrees latitude (g = 980.6199 gals.).
 PS0755
 PS0755.The modeled gravity was interpolated from observed gravity values.
 PS0755
 PS0755;                    North         East    Units  Estimated Accuracy
 PS0755;SPC SD N     -   126,870.      677,150.      MT  (+/- 180 meters Scaled)
 PS0755
 PS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982797(NAD 83)
 PS0755
 PS0755                          SUPERSEDED SURVEY CONTROL
 PS0755
 PS0755  NGVD 29 (04/17/07)  446.93   (m)         1466.3    (f) RESET       3  
 PS0755
 PS0755.Superseded values are not recommended for survey control.
 PS0755
 PS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0755.See file dsdata.pdf to determine how the superseded data were derived.
 PS0755
 PS0755_MARKER: DV = VERTICAL CONTROL DISK
 PS0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0755_STAMPING: P 80 RESET 1988
 PS0755_MARK LOGO: NGS
 PS0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0755+STABILITY: SURFACE MOTION
 PS0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0755+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 PS0755
 PS0755  HISTORY     - Date     Condition        Report By
 PS0755  HISTORY     - 1988     MONUMENTED       NGS
 PS0755  HISTORY     - 19960602 GOOD             NGS
 PS0755
 PS0755                          STATION DESCRIPTION
 PS0755
 PS0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PS0755'15.2 KM (9.45 MI) EAST ALONG U.S. HIGHWAY 212, FROM THE POST OFFICE
 PS0755'IN FAULKTON, 22.6 M (74.1 FT) WEST OF 212, 21.3 M (69.9 FT) SOUTH
 PS0755'OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE,
 PS0755'0.25 KM (0.15 MI) NORTH OF FAULK COUNTY ROAD 12, IN THE TOP OF A
 PS0755'CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
 PS0755
 PS0755                          STATION RECOVERY (1996)
 PS0755
 PS0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0755'15.0 KM (9.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 PS0755'IN FAULKTON, 609.0 M (1998.0 FT) WEST OF MILEPOST 277, 136.0 M (446.2
 PS0755'FT) NORTH OF THE CENTER OF THE INTERSECTION OF A ROAD LEADING TO
 PS0755'MIRANDA, 43.6 M (143.0 FT) SOUTH OF A T-FENCE CORNER, 22.6 M (74.1 FT)
 PS0755'WEST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE
 PS0755'HIGHWAY, 0.8 M (2.6 FT) EAST OF A FENCE, 0.3 M (1.0 FT) EAST OF A
 PS0755'WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE
 PS0755'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0117 ***********************************************************************
 PS0117  DESIGNATION -  P 81
 PS0117  PID         -  PS0117
 PS0117  STATE/COUNTY-  SD/JERAULD
 PS0117  COUNTRY     -  US
 PS0117  USGS QUAD   -  LANE (2017)
 PS0117
 PS0117                         *CURRENT SURVEY CONTROL
 PS0117  ______________________________________________________________________
 PS0117* NAD 83(1986) POSITION- 44 04 13.     (N) 098 25 31.     (W)   SCALED
 PS0117* NAVD 88 ORTHO HEIGHT -   419.572 (meters)     1376.55  (feet) ADJUSTED
 PS0117  ______________________________________________________________________
 PS0117  GEOID HEIGHT    -        -25.374 (meters)                     GEOID18
 PS0117  DYNAMIC HEIGHT  -        419.484 (meters)     1376.26  (feet) COMP
 PS0117  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 PS0117
 PS0117  VERT ORDER      -  SECOND    CLASS 0
 PS0117
 PS0117.The horizontal coordinates were scaled from a map and have
 PS0117.an estimated accuracy of +/- 6 seconds.
 PS0117
 PS0117.The orthometric height was determined by differential leveling and
 PS0117.adjusted by the NATIONAL GEODETIC SURVEY
 PS0117.in June 1991.
 PS0117
 PS0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0117.GEOID18 height accuracy estimate available here.
 PS0117
 PS0117.Click photographs - Photos may exist for this station.
 PS0117
 PS0117.The dynamic height is computed by dividing the NAVD 88
 PS0117.geopotential number by the normal gravity value computed on the
 PS0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0117.degrees latitude (g = 980.6199 gals.).
 PS0117
 PS0117.The modeled gravity was interpolated from observed gravity values.
 PS0117
 PS0117;                    North         East    Units  Estimated Accuracy
 PS0117;SPC SD S     -   194,720.      752,830.      MT  (+/- 180 meters Scaled)
 PS0117
 PS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP460798(NAD 83)
 PS0117
 PS0117                          SUPERSEDED SURVEY CONTROL
 PS0117
 PS0117  NGVD 29 (??/??/92)  419.261  (m)         1375.53   (f) ADJ UNCH    2 0
 PS0117
 PS0117.Superseded values are not recommended for survey control.
 PS0117
 PS0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0117.See file dsdata.pdf to determine how the superseded data were derived.
 PS0117
 PS0117_MARKER: DB = BENCH MARK DISK
 PS0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0117_SP_SET: TOWER FOUNDATION
 PS0117_STAMPING: P 81 1934
 PS0117_MARK LOGO: CGS
 PS0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0117
 PS0117  HISTORY     - Date     Condition        Report By
 PS0117  HISTORY     - 1934     MONUMENTED       CGS
 PS0117
 PS0117                          STATION DESCRIPTION
 PS0117
 PS0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0117'7.5 MI E FROM WESSINGTON SPRINGS.
 PS0117'7.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0117'RAILROAD FROM THE STATION AT WESSINGTON SPRINGS, JERAULD COUNTY,
 PS0117'AT LANE, ONE BLOCK SOUTH OF THE STATION, AT THE WATER TOWER, AND
 PS0117'IN THE NORTH CORNER OF THE FOUNDATION OF THE NORTHWEST LEG.  A
 PS0117'STANDARD DISK, STAMPED P 81 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0596 ***********************************************************************
 PR0596  DESIGNATION -  P 82 RESET
 PR0596  PID         -  PR0596
 PR0596  STATE/COUNTY-  SD/MINER
 PR0596  COUNTRY     -  US
 PR0596  USGS QUAD   -  ROSWELL (2017)
 PR0596
 PR0596                         *CURRENT SURVEY CONTROL
 PR0596  ______________________________________________________________________
 PR0596* NAD 83(1986) POSITION- 44 00 32.     (N) 097 42 21.     (W)   SCALED
 PR0596* NAVD 88 ORTHO HEIGHT -   421.53  (meters)     1383.0   (feet) RESET
 PR0596  ______________________________________________________________________
 PR0596  GEOID HEIGHT    -        -25.711 (meters)                     GEOID18
 PR0596  VERT ORDER      -  THIRD
 PR0596
 PR0596.The horizontal coordinates were scaled from a map and have
 PR0596.an estimated accuracy of +/- 6 seconds.
 PR0596
 PR0596.The orthometric height was computed from unverified reset data.
 PR0596
 PR0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0596.GEOID18 height accuracy estimate available here.
 PR0596
 PR0596.Click photographs - Photos may exist for this station.
 PR0596
 PR0596;                    North         East    Units  Estimated Accuracy
 PR0596;SPC SD S     -   189,480.      810,660.      MT  (+/- 180 meters Scaled)
 PR0596
 PR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP037736(NAD 83)
 PR0596
 PR0596                          SUPERSEDED SURVEY CONTROL
 PR0596
 PR0596.No superseded survey control is available for this station.
 PR0596
 PR0596_MARKER: DB = BENCH MARK DISK
 PR0596_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0596_SP_SET: CULVERT HEADWALL
 PR0596_STAMPING: P 82 RESET 1936
 PR0596_MARK LOGO: CGS
 PR0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0596+STABILITY: SURFACE MOTION
 PR0596
 PR0596  HISTORY     - Date     Condition        Report By
 PR0596  HISTORY     - 1936     MONUMENTED       SDHD
 PR0596  HISTORY     - 1942     GOOD             CGS
 PR0596  HISTORY     - 1942     GOOD             CGS
 PR0596
 PR0596                          STATION DESCRIPTION
 PR0596
 PR0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PR0596'0.5 MI W FROM ROSWELL.
 PR0596'0.5 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0596'RAILROAD FROM THE STATION AT ROSWELL, MINER COUNTY, 100 FEET
 PR0596'WEST OF MILEPOST 364, 65 FEET SOUTH OF A WOODEN RAILROAD TRESTLE,
 PR0596'AT A 4- BY 8-FOOT CONCRETE CULVERT UNDER STATE HIGHWAY 34, IN THE
 PR0596'CENTER OF THE TOP OF THE NORTH PARAPET WALL, AND ABOUT 6 FEET
 PR0596'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 82 RESET 1936.
 PR0596
 PR0596                          STATION RECOVERY (1942)
 PR0596
 PR0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PR0596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0107 ***********************************************************************
 PS0107  DESIGNATION -  P 83
 PS0107  PID         -  PS0107
 PS0107  STATE/COUNTY-  SD/BEADLE
 PS0107  COUNTRY     -  US
 PS0107  USGS QUAD   -  HURON NW (2017)
 PS0107
 PS0107                         *CURRENT SURVEY CONTROL
 PS0107  ______________________________________________________________________
 PS0107* NAD 83(1986) POSITION- 44 23 06.     (N) 098 12 50.     (W)   SCALED
 PS0107* NAVD 88 ORTHO HEIGHT -   388.502 (meters)     1274.61  (feet) ADJUSTED
 PS0107  ______________________________________________________________________
 PS0107  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 PS0107  DYNAMIC HEIGHT  -        388.439 (meters)     1274.40  (feet) COMP
 PS0107  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 PS0107
 PS0107  VERT ORDER      -  SECOND    CLASS 0
 PS0107
 PS0107.The horizontal coordinates were scaled from a map and have
 PS0107.an estimated accuracy of +/- 6 seconds.
 PS0107
 PS0107.The orthometric height was determined by differential leveling and
 PS0107.adjusted by the NATIONAL GEODETIC SURVEY
 PS0107.in June 1991.
 PS0107
 PS0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0107.GEOID18 height accuracy estimate available here.
 PS0107
 PS0107.Click photographs - Photos may exist for this station.
 PS0107
 PS0107.The dynamic height is computed by dividing the NAVD 88
 PS0107.geopotential number by the normal gravity value computed on the
 PS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0107.degrees latitude (g = 980.6199 gals.).
 PS0107
 PS0107.The modeled gravity was interpolated from observed gravity values.
 PS0107
 PS0107;                    North         East    Units  Estimated Accuracy
 PS0107;SPC SD N     -    62,870.      742,320.      MT  (+/- 180 meters Scaled)
 PS0107
 PS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ626149(NAD 83)
 PS0107
 PS0107                          SUPERSEDED SURVEY CONTROL
 PS0107
 PS0107  NGVD 29 (??/??/92)  388.239  (m)         1273.75   (f) ADJ UNCH    2 0
 PS0107
 PS0107.Superseded values are not recommended for survey control.
 PS0107
 PS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0107.See file dsdata.pdf to determine how the superseded data were derived.
 PS0107
 PS0107_MARKER: DB = BENCH MARK DISK
 PS0107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0107_SP_SET: CULVERT HEADWALL
 PS0107_STAMPING: P 83 1934
 PS0107_MARK LOGO: CGS
 PS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0107+STABILITY: SURFACE MOTION
 PS0107
 PS0107  HISTORY     - Date     Condition        Report By
 PS0107  HISTORY     - 1934     MONUMENTED       CGS
 PS0107  HISTORY     - 1957     GOOD             CGS
 PS0107  HISTORY     - 1967     GOOD             CGS
 PS0107  HISTORY     - 1977     GOOD             NGS
 PS0107  HISTORY     - 19941031 MARK NOT FOUND   NGS
 PS0107  HISTORY     - 19950101 MARK NOT FOUND   SDDENR
 PS0107
 PS0107                          STATION DESCRIPTION
 PS0107
 PS0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PS0107'1.3 MI N FROM HURON.
 PS0107'1.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND NORTH
 PS0107'WESTERN RAILWAY STATION AT HURON, BEADLE COUNTY, 73 FEET SOUTH
 PS0107'OF THE CENTER OF THE INTERSECTION OF A CROSS ROAD, 18 FEET EAST
 PS0107'OF THE CENTERLINE OF THE HIGHWAY, AT A 2- BY 2-FOOT CONCRETE
 PS0107'BOX CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND
 PS0107'ABOUT 6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0107'P 83 1934.
 PS0107
 PS0107                          STATION RECOVERY (1967)
 PS0107
 PS0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 PS0107'RECOVERED IN GOOD CONDITION.
 PS0107
 PS0107                          STATION RECOVERY (1977)
 PS0107
 PS0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PS0107'RECOVERED IN GOOD CONDITION.
 PS0107
 PS0107                          STATION RECOVERY (1994)
 PS0107
 PS0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0107'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PS0107'DESTROYED.
 PS0107
 PS0107                          STATION RECOVERY (1995)
 PS0107
 PS0107'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0107'NOT FOUND.  ROAD WIDENED AND HEADWALL NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0061 ***********************************************************************
 PS0061  DESIGNATION -  P 84
 PS0061  PID         -  PS0061
 PS0061  STATE/COUNTY-  SD/SPINK
 PS0061  COUNTRY     -  US
 PS0061  USGS QUAD   -  DOLAND SE (2017)
 PS0061
 PS0061                         *CURRENT SURVEY CONTROL
 PS0061  ______________________________________________________________________
 PS0061* NAD 83(1986) POSITION- 44 51 44.97   (N) 098 05 56.02   (W)   HD_HELD1
 PS0061* NAVD 88 ORTHO HEIGHT -   416.623 (meters)     1366.87  (feet) ADJUSTED
 PS0061  ______________________________________________________________________
 PS0061  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 PS0061  DYNAMIC HEIGHT  -        416.577 (meters)     1366.72  (feet) COMP
 PS0061  MODELED GRAVITY -    980,493.8   (mgal)                       NAVD 88
 PS0061
 PS0061  VERT ORDER      -  SECOND    CLASS 0
 PS0061
 PS0061.The horizontal coordinates were determined by differentially corrected
 PS0061.hand held GPS observations or other comparable positioning techniques
 PS0061.and have an estimated accuracy of +/- 3 meters.
 PS0061
 PS0061.The orthometric height was determined by differential leveling and
 PS0061.adjusted by the NATIONAL GEODETIC SURVEY
 PS0061.in June 1991.
 PS0061
 PS0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0061.GEOID18 height accuracy estimate available here.
 PS0061
 PS0061.Click photographs - Photos may exist for this station.
 PS0061
 PS0061.The dynamic height is computed by dividing the NAVD 88
 PS0061.geopotential number by the normal gravity value computed on the
 PS0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0061.degrees latitude (g = 980.6199 gals.).
 PS0061
 PS0061.The modeled gravity was interpolated from observed gravity values.
 PS0061
 PS0061;                    North         East    Units  Estimated Accuracy
 PS0061;SPC SD N     -   116,126.2     750,232.1     MT  (+/- 3 meters HH1 GPS) 
 PS0061
 PS0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7119068070(NAD 83)
 PS0061
 PS0061                          SUPERSEDED SURVEY CONTROL
 PS0061
 PS0061  NGVD 29 (??/??/92)  416.342  (m)         1365.95   (f) ADJ UNCH    2 0
 PS0061
 PS0061.Superseded values are not recommended for survey control.
 PS0061
 PS0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0061.See file dsdata.pdf to determine how the superseded data were derived.
 PS0061
 PS0061_MARKER: DB = BENCH MARK DISK
 PS0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0061_STAMPING: P 84 1934
 PS0061_MARK LOGO: CGS
 PS0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0061+STABILITY: SURFACE MOTION
 PS0061
 PS0061  HISTORY     - Date     Condition        Report By
 PS0061  HISTORY     - 1934     MONUMENTED       CGS
 PS0061  HISTORY     - 1961     MARK NOT FOUND   CGS
 PS0061
 PS0061                          STATION DESCRIPTION
 PS0061
 PS0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0061'2.4 MI S FROM DOLAND.
 PS0061'2.4 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE CITY WATER TANK
 PS0061'AT DOLAND, SPINK COUNTY, 428 FEET SOUTH OF THE CENTER OF THE
 PS0061'INTERSECTION OF A CROSS ROAD, 36 FEET WEST OF THE CENTERLINE
 PS0061'OF THE HIGHWAY, 75 FEET NORTH OF A PASTURE ENTRANCE, 96 FEET
 PS0061'EAST OF A STOCK WELL, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 PS0061'A STANDARD DISK, STAMPED P 84 1934 AND SET IN THE TOP OF A
 PS0061'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0282 ***********************************************************************
 QQ0282  DESIGNATION -  P 85
 QQ0282  PID         -  QQ0282
 QQ0282  STATE/COUNTY-  SD/CLARK
 QQ0282  COUNTRY     -  US
 QQ0282  USGS QUAD   -  HEGGS LAKE (2017)
 QQ0282
 QQ0282                         *CURRENT SURVEY CONTROL
 QQ0282  ______________________________________________________________________
 QQ0282* NAD 83(1986) POSITION- 45 05 19.     (N) 097 35 31.     (W)   SCALED
 QQ0282* NAVD 88 ORTHO HEIGHT -   559.018 (meters)     1834.04  (feet) ADJUSTED
 QQ0282  ______________________________________________________________________
 QQ0282  GEOID HEIGHT    -        -24.834 (meters)                     GEOID18
 QQ0282  DYNAMIC HEIGHT  -        558.943 (meters)     1833.80  (feet) COMP
 QQ0282  MODELED GRAVITY -    980,465.0   (mgal)                       NAVD 88
 QQ0282
 QQ0282  VERT ORDER      -  SECOND    CLASS 0
 QQ0282
 QQ0282.The horizontal coordinates were scaled from a map and have
 QQ0282.an estimated accuracy of +/- 6 seconds.
 QQ0282
 QQ0282.The orthometric height was determined by differential leveling and
 QQ0282.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0282.in June 1991.
 QQ0282
 QQ0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0282.GEOID18 height accuracy estimate available here.
 QQ0282
 QQ0282.Click photographs - Photos may exist for this station.
 QQ0282
 QQ0282.The dynamic height is computed by dividing the NAVD 88
 QQ0282.geopotential number by the normal gravity value computed on the
 QQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0282.degrees latitude (g = 980.6199 gals.).
 QQ0282
 QQ0282.The modeled gravity was interpolated from observed gravity values.
 QQ0282
 QQ0282;                    North         East    Units  Estimated Accuracy
 QQ0282;SPC SD N     -   142,310.      789,540.      MT  (+/- 180 meters Scaled)
 QQ0282
 QQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ108937(NAD 83)
 QQ0282
 QQ0282                          SUPERSEDED SURVEY CONTROL
 QQ0282
 QQ0282  NGVD 29 (??/??/92)  558.701  (m)         1833.00   (f) ADJ UNCH    2 0
 QQ0282
 QQ0282.Superseded values are not recommended for survey control.
 QQ0282
 QQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0282.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0282
 QQ0282_MARKER: DB = BENCH MARK DISK
 QQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0282_STAMPING: P 85 1934
 QQ0282_MARK LOGO: CGS
 QQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0282+STABILITY: SURFACE MOTION
 QQ0282
 QQ0282  HISTORY     - Date     Condition        Report By
 QQ0282  HISTORY     - 1934     MONUMENTED       CGS
 QQ0282
 QQ0282                          STATION DESCRIPTION
 QQ0282
 QQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0282'2.3 MI E FROM BRADLEY.
 QQ0282'ABOUT 2.3 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0282'FROM THE STATION AT BRADLEY, CLARK COUNTY, ABOUT 18 POLES EAST
 QQ0282'OF MILEPOST 264, ABOUT 1,140 FEET EAST OF A PUBLIC-ROAD CROSSING,
 QQ0282'48 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 1.5 FEET NORTH OF THE
 QQ0282'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 QQ0282'STANDARD DISK, STAMPED P 85 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0282'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0102 ***********************************************************************
 QR0102  DESIGNATION -  P 86
 QR0102  PID         -  QR0102
 QR0102  STATE/COUNTY-  SD/SPINK
 QR0102  COUNTRY     -  US
 QR0102  USGS QUAD   -  BRENTFORD (2017)
 QR0102
 QR0102                         *CURRENT SURVEY CONTROL
 QR0102  ______________________________________________________________________
 QR0102* NAD 83(1986) POSITION- 45 09 44.14   (N) 098 22 12.86   (W)   HD_HELD1
 QR0102* NAVD 88 ORTHO HEIGHT -   396.022 (meters)     1299.28  (feet) ADJUSTED
 QR0102  ______________________________________________________________________
 QR0102  GEOID HEIGHT    -        -24.471 (meters)                     GEOID18
 QR0102  DYNAMIC HEIGHT  -        395.986 (meters)     1299.16  (feet) COMP
 QR0102  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 QR0102
 QR0102  VERT ORDER      -  SECOND    CLASS 0
 QR0102
 QR0102.The horizontal coordinates were determined by differentially corrected
 QR0102.hand held GPS observations or other comparable positioning techniques
 QR0102.and have an estimated accuracy of +/- 3 meters.
 QR0102
 QR0102.The orthometric height was determined by differential leveling and
 QR0102.adjusted by the NATIONAL GEODETIC SURVEY
 QR0102.in June 1991.
 QR0102
 QR0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0102.GEOID18 height accuracy estimate available here.
 QR0102
 QR0102.Click photographs - Photos may exist for this station.
 QR0102
 QR0102.The dynamic height is computed by dividing the NAVD 88
 QR0102.geopotential number by the normal gravity value computed on the
 QR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0102.degrees latitude (g = 980.6199 gals.).
 QR0102
 QR0102.The modeled gravity was interpolated from observed gravity values.
 QR0102
 QR0102;                    North         East    Units  Estimated Accuracy
 QR0102;SPC SD N     -   148,963.9     728,122.1     MT  (+/- 3 meters HH1 GPS) 
 QR0102
 QR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4949401168(NAD 83)
 QR0102
 QR0102                          SUPERSEDED SURVEY CONTROL
 QR0102
 QR0102  NGVD 29 (??/??/92)  395.747  (m)         1298.38   (f) ADJ UNCH    2 0
 QR0102
 QR0102.Superseded values are not recommended for survey control.
 QR0102
 QR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0102.See file dsdata.pdf to determine how the superseded data were derived.
 QR0102
 QR0102_MARKER: DB = BENCH MARK DISK
 QR0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0102_STAMPING: P 86 1934
 QR0102_MARK LOGO: CGS
 QR0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0102+STABILITY: SURFACE MOTION
 QR0102
 QR0102  HISTORY     - Date     Condition        Report By
 QR0102  HISTORY     - 1934     MONUMENTED       CGS
 QR0102
 QR0102                          STATION DESCRIPTION
 QR0102
 QR0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0102'2.3 MI W FROM BRENTFORD.
 QR0102'2.3 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0102'FROM THE STATION AT BRENTFORD, SPINK COUNTY, ABOUT 14-1/2 POLES
 QR0102'WEST OF MILEPOST 304, AT A PUBLIC-ROAD CROSSING, 30 FEET
 QR0102'EAST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE CENTER
 QR0102'LINE OF THE TRACK, 3 FEET WEST OF A CATTLE GUARD FENCE, AND
 QR0102'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0102'P 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0249 ***********************************************************************
 QR0249  DESIGNATION -  P 87
 QR0249  PID         -  QR0249
 QR0249  STATE/COUNTY-  SD/FAULK
 QR0249  COUNTRY     -  US
 QR0249  USGS QUAD   -  WECOTA (2017)
 QR0249
 QR0249                         *CURRENT SURVEY CONTROL
 QR0249  ______________________________________________________________________
 QR0249* NAD 83(1986) POSITION- 45 10 12.     (N) 099 07 07.     (W)   SCALED
 QR0249* NAVD 88 ORTHO HEIGHT -   475.179 (meters)     1558.98  (feet) ADJUSTED
 QR0249  ______________________________________________________________________
 QR0249  GEOID HEIGHT    -        -23.596 (meters)                     GEOID18
 QR0249  DYNAMIC HEIGHT  -        475.125 (meters)     1558.81  (feet) COMP
 QR0249  MODELED GRAVITY -    980,488.3   (mgal)                       NAVD 88
 QR0249
 QR0249  VERT ORDER      -  SECOND    CLASS 0
 QR0249
 QR0249.The horizontal coordinates were scaled from a map and have
 QR0249.an estimated accuracy of +/- 6 seconds.
 QR0249
 QR0249.The orthometric height was determined by differential leveling and
 QR0249.adjusted by the NATIONAL GEODETIC SURVEY
 QR0249.in June 1991.
 QR0249
 QR0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0249.GEOID18 height accuracy estimate available here.
 QR0249
 QR0249.Click photographs - Photos may exist for this station.
 QR0249
 QR0249.The dynamic height is computed by dividing the NAVD 88
 QR0249.geopotential number by the normal gravity value computed on the
 QR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0249.degrees latitude (g = 980.6199 gals.).
 QR0249
 QR0249.The modeled gravity was interpolated from observed gravity values.
 QR0249
 QR0249;                    North         East    Units  Estimated Accuracy
 QR0249;SPC SD N     -   148,910.      669,280.      MT  (+/- 180 meters Scaled)
 QR0249
 QR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR906018(NAD 83)
 QR0249
 QR0249                          SUPERSEDED SURVEY CONTROL
 QR0249
 QR0249  NGVD 29 (??/??/92)  474.840  (m)         1557.87   (f) ADJ UNCH    2 0
 QR0249
 QR0249.Superseded values are not recommended for survey control.
 QR0249
 QR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0249.See file dsdata.pdf to determine how the superseded data were derived.
 QR0249
 QR0249_MARKER: DB = BENCH MARK DISK
 QR0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0249_STAMPING: P 87 1934
 QR0249_MARK LOGO: CGS
 QR0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0249+STABILITY: SURFACE MOTION
 QR0249
 QR0249  HISTORY     - Date     Condition        Report By
 QR0249  HISTORY     - 1934     MONUMENTED       CGS
 QR0249  HISTORY     - 1941     GOOD             CGS
 QR0249
 QR0249                          STATION DESCRIPTION
 QR0249
 QR0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0249'AT WECOTA.
 QR0249'AT WECOTA, FAULK COUNTY, ABOUT 192 FEET WEST OF THE SOUTHWEST
 QR0249'CORNER OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, ABOUT
 QR0249'4 POLES WEST OF MILEPOST 341, 60 FEET SOUTHEAST OF THE SOUTHEAST
 QR0249'CORNER OF THE PACIFIC GRAIN ELEVATOR, 18 FEET NORTH OF THE
 QR0249'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A
 QR0249'STANDARD DISK, STAMPED P 87 1934 AND SET IN THE TOP OF A CONCRETE
 QR0249'POST.  NOTE-- THE RAILROAD HAS BEEN ABANDONED AND TRACK TORN
 QR0249'UP.  DEPOT HAS BEEN SOLD AND WILL BE REMOVED IN THE NEAR FUTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0375 ***********************************************************************
 QR0375  DESIGNATION -  P 88 RESET
 QR0375  PID         -  QR0375
 QR0375  STATE/COUNTY-  SD/MCPHERSON
 QR0375  COUNTRY     -  US
 QR0375  USGS QUAD   -  EUREKA EAST (2017)
 QR0375
 QR0375                         *CURRENT SURVEY CONTROL
 QR0375  ______________________________________________________________________
 QR0375* NAD 83(1986) POSITION- 45 46 01.     (N) 099 31 55.     (W)   SCALED
 QR0375* NAVD 88 ORTHO HEIGHT -   579.86  (meters)     1902.4   (feet) RESET
 QR0375  ______________________________________________________________________
 QR0375  GEOID HEIGHT    -        -22.834 (meters)                     GEOID18
 QR0375  VERT ORDER      -  THIRD
 QR0375
 QR0375.The horizontal coordinates were scaled from a map and have
 QR0375.an estimated accuracy of +/- 6 seconds.
 QR0375
 QR0375.The orthometric height was computed from unverified reset data.
 QR0375
 QR0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0375.GEOID18 height accuracy estimate available here.
 QR0375
 QR0375.Click photographs - Photos may exist for this station.
 QR0375
 QR0375;                    North         East    Units  Estimated Accuracy
 QR0375;SPC SD N     -   214,980.      636,410.      MT  (+/- 180 meters Scaled)
 QR0375
 QR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR586682(NAD 83)
 QR0375
 QR0375                          SUPERSEDED SURVEY CONTROL
 QR0375
 QR0375.No superseded survey control is available for this station.
 QR0375
 QR0375_MARKER: DB = BENCH MARK DISK
 QR0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0375_STAMPING: P 88 RESET 1948
 QR0375_MARK LOGO: CGS
 QR0375_PROJECTION: PROJECTING 15 CENTIMETERS
 QR0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0375+STABILITY: SURFACE MOTION
 QR0375
 QR0375  HISTORY     - Date     Condition        Report By
 QR0375  HISTORY     - 1948     MONUMENTED       SDHD
 QR0375
 QR0375                          STATION DESCRIPTION
 QR0375
 QR0375'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 QR0375'4.5 MI E FROM EUREKA.
 QR0375'4.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QR0375'EUREKA, BETWEEN TWO HILLS AT THE SOUTH END OF A HAY MEADOW, ABOUT
 QR0375'300 FEET WEST OF A SECTION CORNER, 35 FEET EAST OF A GUARD RAIL
 QR0375'FENCE NORTH OF THE HIGHWAY, AND AT A 2 FOOT CONCRETE PIPE
 QR0375'CULVERT.  300 FEET EAST AND 34 FEET NORTH OF THE ABOVE LOCATION,
 QR0375'49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 QR0375'DISK, STAMPED P 88 RESET 1948 AND SET IN THE TOP OF A CONCRETE
 QR0375'POST PROJECTING 6 INCHES.  A 4 X 4 WITNESS POST SET NEARBY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0142 ***********************************************************************
 QR0142  DESIGNATION -  P 89
 QR0142  PID         -  QR0142
 QR0142  STATE/COUNTY-  SD/MCPHERSON
 QR0142  COUNTRY     -  US
 QR0142  USGS QUAD   -  WETONKA NORTH (2017)
 QR0142
 QR0142                         *CURRENT SURVEY CONTROL
 QR0142  ______________________________________________________________________
 QR0142* NAD 83(1986) POSITION- 45 43 22.     (N) 098 52 12.     (W)   SCALED
 QR0142* NAVD 88 ORTHO HEIGHT -   464.020 (meters)     1522.37  (feet) ADJUSTED
 QR0142  ______________________________________________________________________
 QR0142  GEOID HEIGHT    -        -23.904 (meters)                     GEOID18
 QR0142  DYNAMIC HEIGHT  -        463.987 (meters)     1522.26  (feet) COMP
 QR0142  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 QR0142
 QR0142  VERT ORDER      -  SECOND    CLASS 0
 QR0142
 QR0142.The horizontal coordinates were scaled from a map and have
 QR0142.an estimated accuracy of +/- 6 seconds.
 QR0142
 QR0142.The orthometric height was determined by differential leveling and
 QR0142.adjusted by the NATIONAL GEODETIC SURVEY
 QR0142.in June 1991.
 QR0142
 QR0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0142.GEOID18 height accuracy estimate available here.
 QR0142
 QR0142.Click photographs - Photos may exist for this station.
 QR0142
 QR0142.The dynamic height is computed by dividing the NAVD 88
 QR0142.geopotential number by the normal gravity value computed on the
 QR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0142.degrees latitude (g = 980.6199 gals.).
 QR0142
 QR0142.The modeled gravity was interpolated from observed gravity values.
 QR0142
 QR0142;                    North         East    Units  Estimated Accuracy
 QR0142;SPC SD N     -   210,580.      687,970.      MT  (+/- 180 meters Scaled)
 QR0142
 QR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR101632(NAD 83)
 QR0142
 QR0142                          SUPERSEDED SURVEY CONTROL
 QR0142
 QR0142  NGVD 29 (??/??/92)  463.68   (m)         1521.3    (f) COMPUTED    2 0
 QR0142
 QR0142.Superseded values are not recommended for survey control.
 QR0142
 QR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0142.See file dsdata.pdf to determine how the superseded data were derived.
 QR0142
 QR0142_MARKER: DB = BENCH MARK DISK
 QR0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0142_SP_SET: BRIDGE
 QR0142_STAMPING: P 89 1934
 QR0142_MARK LOGO: CGS
 QR0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0142
 QR0142  HISTORY     - Date     Condition        Report By
 QR0142  HISTORY     - 1934     MONUMENTED       CGS
 QR0142
 QR0142                          STATION DESCRIPTION
 QR0142
 QR0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0142'3.3 MI E FROM LEOLA.
 QR0142'3.3 MILES EAST OF THE CITY WATER TOWER AT LEOLA ALONG STATE
 QR0142'HIGHWAY 10 AT TRIPLE 4 FOOT BY 6 FOOT R C B BRIDGE, 300 FEET
 QR0142'WEST OF THE SECTION CORNER, AT FARMHOUSE.  SET IN THE EAST END
 QR0142'OF THE SOUTH HEADWALL, 3.5 FEET ABOVE THE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0143 ***********************************************************************
 QR0143  DESIGNATION -  P 89 RESET
 QR0143  PID         -  QR0143
 QR0143  STATE/COUNTY-  SD/MCPHERSON
 QR0143  COUNTRY     -  US
 QR0143  USGS QUAD   -  WETONKA NORTH (2017)
 QR0143
 QR0143                         *CURRENT SURVEY CONTROL
 QR0143  ______________________________________________________________________
 QR0143* NAD 83(1986) POSITION- 45 42 59.     (N) 098 52 25.     (W)   SCALED
 QR0143* NAVD 88 ORTHO HEIGHT -   463.03  (meters)     1519.1   (feet) RESET
 QR0143  ______________________________________________________________________
 QR0143  GEOID HEIGHT    -        -23.894 (meters)                     GEOID18
 QR0143  VERT ORDER      -  THIRD
 QR0143
 QR0143.The horizontal coordinates were scaled from a map and have
 QR0143.an estimated accuracy of +/- 6 seconds.
 QR0143
 QR0143.The orthometric height was computed from unverified reset data.
 QR0143
 QR0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0143.GEOID18 height accuracy estimate available here.
 QR0143
 QR0143.Click photographs - Photos may exist for this station.
 QR0143
 QR0143;                    North         East    Units  Estimated Accuracy
 QR0143;SPC SD N     -   209,870.      687,700.      MT  (+/- 180 meters Scaled)
 QR0143
 QR0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR098625(NAD 83)
 QR0143
 QR0143                          SUPERSEDED SURVEY CONTROL
 QR0143
 QR0143.No superseded survey control is available for this station.
 QR0143
 QR0143_MARKER: DB = BENCH MARK DISK
 QR0143_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0143_SP_SET: BOX CULVERT HEADWALL
 QR0143_STAMPING: P 89 RESET 1951
 QR0143_MARK LOGO: CGS
 QR0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0143+STABILITY: SURFACE MOTION
 QR0143
 QR0143  HISTORY     - Date     Condition        Report By
 QR0143  HISTORY     - 1951     MONUMENTED       CGS
 QR0143  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0143
 QR0143                          STATION DESCRIPTION
 QR0143
 QR0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QR0143'3.3 MI E FROM LEOLA.
 QR0143'3.3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL WATER
 QR0143'TOWER AT LEOLA, MC PHERSON COUNTY, 600 FEET WEST OF THE CORNER
 QR0143'COMMON TO SECTIONS 13, 14, 23 AND 24, T 126 N, R 67 W, AT A
 QR0143'FARMHOUSE, AT A TRIPLE 4- BY 6-FOOT CONCRETE-BOX CULVERT, AND
 QR0143'IN THE TOP OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED
 QR0143'P 9 RESET 1951.
 QR0143
 QR0143                          STATION RECOVERY (1970)
 QR0143
 QR0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0248 ***********************************************************************
 OS0248  DESIGNATION -  P 9
 OS0248  PID         -  OS0248
 OS0248  STATE/COUNTY-  SD/JACKSON
 OS0248  COUNTRY     -  US
 OS0248  USGS QUAD   -  STAMFORD SE (2017)
 OS0248
 OS0248                         *CURRENT SURVEY CONTROL
 OS0248  ______________________________________________________________________
 OS0248* NAD 83(1986) POSITION- 43 51 52.37   (N) 101 07 25.58   (W)   HD_HELD1
 OS0248* NAVD 88 ORTHO HEIGHT -   704.251 (meters)     2310.53  (feet) ADJUSTED
 OS0248  ______________________________________________________________________
 OS0248  GEOID HEIGHT    -        -23.050 (meters)                     GEOID18
 OS0248  DYNAMIC HEIGHT  -        704.021 (meters)     2309.78  (feet) COMP
 OS0248  MODELED GRAVITY -    980,270.1   (mgal)                       NAVD 88
 OS0248
 OS0248  VERT ORDER      -  FIRST     CLASS II
 OS0248
 OS0248.The horizontal coordinates were determined by differentially corrected
 OS0248.hand held GPS observations or other comparable positioning techniques
 OS0248.and have an estimated accuracy of +/- 3 meters.
 OS0248
 OS0248.The orthometric height was determined by differential leveling and
 OS0248.adjusted by the NATIONAL GEODETIC SURVEY
 OS0248.in June 1991.
 OS0248
 OS0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0248.GEOID18 height accuracy estimate available here.
 OS0248
 OS0248.Click photographs - Photos may exist for this station.
 OS0248
 OS0248.The dynamic height is computed by dividing the NAVD 88
 OS0248.geopotential number by the normal gravity value computed on the
 OS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0248.degrees latitude (g = 980.6199 gals.).
 OS0248
 OS0248.The modeled gravity was interpolated from observed gravity values.
 OS0248
 OS0248;                    North         East    Units  Estimated Accuracy
 OS0248;SPC SD S     -   170,408.1     536,464.1     MT  (+/- 3 meters HH1 GPS) 
 OS0248
 OS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2933959020(NAD 83)
 OS0248
 OS0248                          SUPERSEDED SURVEY CONTROL
 OS0248
 OS0248  NGVD 29 (??/??/92)  703.775  (m)         2308.97   (f) ADJ UNCH    1 2
 OS0248
 OS0248.Superseded values are not recommended for survey control.
 OS0248
 OS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0248.See file dsdata.pdf to determine how the superseded data were derived.
 OS0248
 OS0248_MARKER: DB = BENCH MARK DISK
 OS0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0248_STAMPING: P 9 1925 2308.968
 OS0248_MARK LOGO: CGS
 OS0248_PROJECTION: FLUSH
 OS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0248+STABILITY: SURFACE MOTION
 OS0248
 OS0248  HISTORY     - Date     Condition        Report By
 OS0248  HISTORY     - 1925     MONUMENTED       CGS
 OS0248  HISTORY     - 1962     GOOD             CGS
 OS0248
 OS0248                          STATION DESCRIPTION
 OS0248
 OS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0248'8 MI E FROM BELVIDERE.
 OS0248'ABOUT 8.05 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0248'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0248'15, T 2 S, R 25 E, 9 POLES EAST OF MILE POST 541 AND AT A PRIVATE
 OS0248'ROAD CROSSING, 33 FEET NORTH OF NORTH RAIL, 41 FEET EAST OF THE
 OS0248'CENTER LINE OF THE ROAD, 66 FEET NORTHEAST OF THE CENTER OF THE
 OS0248'CROSSING, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OS0248'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0248'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1638 ***********************************************************************
 PU1638  DESIGNATION -  P 9 COURTHOUSE
 PU1638  PID         -  PU1638
 PU1638  STATE/COUNTY-  SD/MEADE
 PU1638  COUNTRY     -  US
 PU1638  USGS QUAD   -  STURGIS (2017)
 PU1638
 PU1638                         *CURRENT SURVEY CONTROL
 PU1638  ______________________________________________________________________
 PU1638* NAD 83(1986) POSITION- 44 24 48.     (N) 103 30 54.     (W)   SCALED
 PU1638* NAVD 88 ORTHO HEIGHT -  1051.798 (meters)     3450.77  (feet) ADJUSTED
 PU1638  ______________________________________________________________________
 PU1638  GEOID HEIGHT    -        -15.250 (meters)                     GEOID18
 PU1638  DYNAMIC HEIGHT  -       1051.458 (meters)     3449.66  (feet) COMP
 PU1638  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 PU1638
 PU1638  VERT ORDER      -  FIRST     CLASS II
 PU1638
 PU1638.The horizontal coordinates were scaled from a map and have
 PU1638.an estimated accuracy of +/- 6 seconds.
 PU1638
 PU1638.The orthometric height was determined by differential leveling and
 PU1638.adjusted by the NATIONAL GEODETIC SURVEY
 PU1638.in June 1991.
 PU1638
 PU1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1638.GEOID18 height accuracy estimate available here.
 PU1638
 PU1638.Click photographs - Photos may exist for this station.
 PU1638
 PU1638.The dynamic height is computed by dividing the NAVD 88
 PU1638.geopotential number by the normal gravity value computed on the
 PU1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1638.degrees latitude (g = 980.6199 gals.).
 PU1638
 PU1638.The modeled gravity was interpolated from observed gravity values.
 PU1638
 PU1638;                    North         East    Units  Estimated Accuracy
 PU1638;SPC SD N     -    70,530.      320,130.      MT  (+/- 180 meters Scaled)
 PU1638
 PU1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK182188(NAD 83)
 PU1638
 PU1638                          SUPERSEDED SURVEY CONTROL
 PU1638
 PU1638  NGVD 29 (??/??/92) 1051.30   (m)         3449.1    (f) COMPUTED    1 2
 PU1638
 PU1638.Superseded values are not recommended for survey control.
 PU1638
 PU1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1638.See file dsdata.pdf to determine how the superseded data were derived.
 PU1638
 PU1638_MARKER: DD = SURVEY DISK
 PU1638_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1638_STAMPING: P 9
 PU1638_MARK LOGO: CGS+SS
 PU1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1638
 PU1638  HISTORY     - Date     Condition        Report By
 PU1638  HISTORY     - 1934     MONUMENTED       SDGS
 PU1638  HISTORY     - 1934     GOOD             CGS
 PU1638  HISTORY     - 1962     MARK NOT FOUND   SDGS
 PU1638
 PU1638                          STATION DESCRIPTION
 PU1638
 PU1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1638'IN STURGIS.
 PU1638'IN THE SW CORNER OF COURT HOUSE YARD AT STURGIS, MEADE COUNTY.
 PU1638'APPROXIMATELY 60 FT W OF THE COURT HOUSE.  (THE CWA WORKING IN
 PU1638'CONJUNCTION WITH THE U.S.C. AND G.S. DESIGNATE THIS MARK AS
 PU1638'P9- COURT HOUSE.)
 PU1638
 PU1638                          STATION RECOVERY (1962)
 PU1638
 PU1638'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1962
 PU1638'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0041 ***********************************************************************
 QR0041  DESIGNATION -  P 90
 QR0041  PID         -  QR0041
 QR0041  STATE/COUNTY-  SD/BROWN
 QR0041  COUNTRY     -  US
 QR0041  USGS QUAD   -  HOUGHTON (2017)
 QR0041
 QR0041                         *CURRENT SURVEY CONTROL
 QR0041  ______________________________________________________________________
 QR0041* NAD 83(1986) POSITION- 45 45 45.80   (N) 098 12 16.35   (W)   HD_HELD1
 QR0041* NAVD 88 ORTHO HEIGHT -   395.373 (meters)     1297.15  (feet) ADJUSTED
 QR0041  ______________________________________________________________________
 QR0041  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 QR0041  DYNAMIC HEIGHT  -        395.353 (meters)     1297.09  (feet) COMP
 QR0041  MODELED GRAVITY -    980,553.3   (mgal)                       NAVD 88
 QR0041
 QR0041  VERT ORDER      -  SECOND    CLASS 0
 QR0041
 QR0041.The horizontal coordinates were determined by differentially corrected
 QR0041.hand held GPS observations or other comparable positioning techniques
 QR0041.and have an estimated accuracy of +/- 3 meters.
 QR0041
 QR0041.The orthometric height was determined by differential leveling and
 QR0041.adjusted by the NATIONAL GEODETIC SURVEY
 QR0041.in June 1991.
 QR0041
 QR0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0041.GEOID18 height accuracy estimate available here.
 QR0041
 QR0041.Click photographs - Photos may exist for this station.
 QR0041
 QR0041.The dynamic height is computed by dividing the NAVD 88
 QR0041.geopotential number by the normal gravity value computed on the
 QR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0041.degrees latitude (g = 980.6199 gals.).
 QR0041
 QR0041.The modeled gravity was interpolated from observed gravity values.
 QR0041
 QR0041;                    North         East    Units  Estimated Accuracy
 QR0041;SPC SD N     -   215,956.7     739,666.3     MT  (+/- 3 meters HH1 GPS) 
 QR0041
 QR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6185667992(NAD 83)
 QR0041
 QR0041                          SUPERSEDED SURVEY CONTROL
 QR0041
 QR0041  NGVD 29 (??/??/92)  395.064  (m)         1296.14   (f) ADJ UNCH    2 0
 QR0041
 QR0041.Superseded values are not recommended for survey control.
 QR0041
 QR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0041.See file dsdata.pdf to determine how the superseded data were derived.
 QR0041
 QR0041_MARKER: DB = BENCH MARK DISK
 QR0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0041_SP_SET: CULVERT HEADWALL
 QR0041_STAMPING: P 90 1934
 QR0041_MARK LOGO: CGS
 QR0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0041+STABILITY: SURFACE MOTION
 QR0041
 QR0041  HISTORY     - Date     Condition        Report By
 QR0041  HISTORY     - 1934     MONUMENTED       CGS
 QR0041
 QR0041                          STATION DESCRIPTION
 QR0041
 QR0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0041'0.4 MI E FROM HOUGHTON.
 QR0041'0.4 MILE EAST ALONG STATE HIGHWAY 10 FROM THE CHICAGO AND NORTH
 QR0041'WESTERN RAILWAY STATION AT HOUGHTON, BROWN COUNTY, 500 FEET EAST
 QR0041'OF A SECTION CORNER, 45 FEET WEST OF A T-FENCE LEADING SOUTH, AT
 QR0041'A 2-FOOT CONCRETE-PIPE CULVERT, IN THE CENTER OF THE TOP OF THE
 QR0041'SOUTH HEAD WALL, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 QR0041'DISK, STAMPED P 90 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0154 ***********************************************************************
 QQ0154  DESIGNATION -  P 92
 QQ0154  PID         -  QQ0154
 QQ0154  STATE/COUNTY-  SD/ROBERTS
 QQ0154  COUNTRY     -  US
 QQ0154  USGS QUAD   -  NEW EFFINGTON (2017)
 QQ0154
 QQ0154                         *CURRENT SURVEY CONTROL
 QQ0154  ______________________________________________________________________
 QQ0154* NAD 83(1996) POSITION- 45 51 21.18143(N) 096 52 32.97187(W)   ADJUSTED
 QQ0154* NAD 83(1996) ELLIP HT-   308.198 (meters)        (01/23/98)   ADJUSTED
 QQ0154* NAVD 88 ORTHO HEIGHT -   334.133 (meters)     1096.23  (feet) ADJUSTED
 QQ0154  ______________________________________________________________________
 QQ0154  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 QQ0154  NAD 83(1996) X  -   -532,750.129 (meters)                     COMP
 QQ0154  NAD 83(1996) Y  - -4,418,038.531 (meters)                     COMP
 QQ0154  NAD 83(1996) Z  -  4,554,326.828 (meters)                     COMP
 QQ0154  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 QQ0154  DYNAMIC HEIGHT  -        334.130 (meters)     1096.22  (feet) COMP
 QQ0154  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QQ0154
 QQ0154  HORZ ORDER      -  THIRD
 QQ0154  VERT ORDER      -  FIRST     CLASS II
 QQ0154  ELLP ORDER      -  FOURTH    CLASS I
 QQ0154
 QQ0154.The horizontal coordinates were established by GPS observations
 QQ0154.and adjusted by the National Geodetic Survey in January 1998.
 QQ0154
 QQ0154.The orthometric height was determined by differential leveling and
 QQ0154.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0154.in June 1991.
 QQ0154
 QQ0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0154.GEOID18 height accuracy estimate available here.
 QQ0154
 QQ0154.Click photographs - Photos may exist for this station.
 QQ0154
 QQ0154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0154
 QQ0154.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0154
 QQ0154.The ellipsoidal height was determined by GPS observations
 QQ0154.and is referenced to NAD 83.
 QQ0154
 QQ0154.The dynamic height is computed by dividing the NAVD 88
 QQ0154.geopotential number by the normal gravity value computed on the
 QQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0154.degrees latitude (g = 980.6199 gals.).
 QQ0154
 QQ0154.The modeled gravity was interpolated from observed gravity values.
 QQ0154
 QQ0154. The following values were computed from the NAD 83(1996) position.
 QQ0154
 QQ0154;                    North         East     Units Scale Factor Converg.
 QQ0154;SPC SD N     -   229,444.218   842,585.370   MT  1.00003788   +2 12 40.0
 QQ0154;SPC SD N     -   752,768.24  2,764,382.17   sFT  1.00003788   +2 12 40.0
 QQ0154;UTM  14      - 5,080,229.441   664,905.171   MT  0.99993432   +1 31 28.7
 QQ0154
 QQ0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0154!SPC SD N     -   0.99995169  x   1.00003788  =   0.99998956
 QQ0154!UTM  14      -   0.99995169  x   0.99993432  =   0.99988601
 QQ0154
 QQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6490580229(NAD 83)
 QQ0154
 QQ0154                          SUPERSEDED SURVEY CONTROL
 QQ0154
 QQ0154  NAD 83(1986)-  45 51 21.17817(N)    096 52 32.96109(W) AD(       ) 3
 QQ0154  NGVD 29 (??/??/92)  333.935  (m)         1095.59   (f) ADJ UNCH    1 2
 QQ0154  NGVD 29             333.94   (m)         1095.6    (f) LEVELING    3  
 QQ0154
 QQ0154.Superseded values are not recommended for survey control.
 QQ0154
 QQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0154.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0154
 QQ0154_MARKER: DB = BENCH MARK DISK
 QQ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0154_STAMPING: P 92 1934
 QQ0154_MARK LOGO: CGS
 QQ0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0154+STABILITY: SURFACE MOTION
 QQ0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0154+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 QQ0154
 QQ0154  HISTORY     - Date     Condition        Report By
 QQ0154  HISTORY     - 1934     MONUMENTED       CGS
 QQ0154  HISTORY     - 19900725 GOOD             NGS
 QQ0154
 QQ0154                          STATION DESCRIPTION
 QQ0154
 QQ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0154'2 MI NE FROM NEW EFFINGTON.
 QQ0154'2.0 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND PACIFIC
 QQ0154'RAILROAD FROM THE STATION AT NEW EFFINGTON, ROBERTS COUNTY, ABOUT
 QQ0154'15 POLES EAST OF MILEPOST 26, AT A PUBLIC-ROAD CROSSING, 39
 QQ0154'FEET WEST OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH OF THE
 QQ0154'CENTER LINE OF THE TRACK, 6 FEET NORTH OF THE RIGHT-OF-WAY
 QQ0154'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 QQ0154'STAMPED P 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0154'NOTE-- MINNEAPOLIS, ST. PAUL AND SAULT STE. MAIRE RAILWAY IS
 QQ0154'NOW THE SOO LINE RAILROAD.
 QQ0154
 QQ0154                          STATION RECOVERY (1990)
 QQ0154
 QQ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0154'3.2 KM (2.0 MI) EASTERLY ALONG THE SOO LINE RAILROAD FROM THE
 QQ0154'JUNCTION WITH COUNTY ROAD 8 IN NEW EFFINGTON, 12.8 M (42.0 FT) SOUTH
 QQ0154'OF THE NEAR RAIL, 11.6 M (38.1 FT) WEST OF AND LEVEL WITH THE CENTER
 QQ0154'OF A GRAVELED ROAD, 0.45 M (1.48 FT) NORTH OF A WITNESS POST, AND
 QQ0154'0.45 M (1.48 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS
 QQ0154'0.23 M (0.75 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0276 ***********************************************************************
 PR0276  DESIGNATION -  P 93
 PR0276  PID         -  PR0276
 PR0276  STATE/COUNTY-  SD/DEUEL
 PR0276  COUNTRY     -  US
 PR0276  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0276
 PR0276                         *CURRENT SURVEY CONTROL
 PR0276  ______________________________________________________________________
 PR0276* NAD 83(1986) POSITION- 44 49 37.     (N) 096 31 08.     (W)   SCALED
 PR0276* NAVD 88 ORTHO HEIGHT -   498.054 (meters)     1634.03  (feet) ADJUSTED
 PR0276  ______________________________________________________________________
 PR0276  GEOID HEIGHT    -        -25.524 (meters)                     GEOID18
 PR0276  DYNAMIC HEIGHT  -        497.992 (meters)     1633.83  (feet) COMP
 PR0276  MODELED GRAVITY -    980,476.2   (mgal)                       NAVD 88
 PR0276
 PR0276  VERT ORDER      -  SECOND    CLASS 0
 PR0276
 PR0276.The horizontal coordinates were scaled from a map and have
 PR0276.an estimated accuracy of +/- 6 seconds.
 PR0276
 PR0276.The orthometric height was determined by differential leveling and
 PR0276.adjusted by the NATIONAL GEODETIC SURVEY
 PR0276.in June 1991.
 PR0276
 PR0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0276.GEOID18 height accuracy estimate available here.
 PR0276
 PR0276.Click photographs - Photos may exist for this station.
 PR0276
 PR0276.The dynamic height is computed by dividing the NAVD 88
 PR0276.geopotential number by the normal gravity value computed on the
 PR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0276.degrees latitude (g = 980.6199 gals.).
 PR0276
 PR0276.The modeled gravity was interpolated from observed gravity values.
 PR0276
 PR0276;                    North         East    Units  Estimated Accuracy
 PR0276;SPC SD N     -   116,330.      875,200.      MT  (+/- 180 meters Scaled)
 PR0276
 PR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ961667(NAD 83)
 PR0276
 PR0276                          SUPERSEDED SURVEY CONTROL
 PR0276
 PR0276  NGVD 29 (??/??/92)  497.822  (m)         1633.27   (f) ADJ UNCH    2 0
 PR0276
 PR0276.Superseded values are not recommended for survey control.
 PR0276
 PR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0276.See file dsdata.pdf to determine how the superseded data were derived.
 PR0276
 PR0276_MARKER: DB = BENCH MARK DISK
 PR0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0276_SP_SET: BRIDGE
 PR0276_STAMPING: P 93 1934
 PR0276_MARK LOGO: CGS
 PR0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0276
 PR0276  HISTORY     - Date     Condition        Report By
 PR0276  HISTORY     - 1934     MONUMENTED       CGS
 PR0276  HISTORY     - 1973     GOOD             USGS
 PR0276
 PR0276                          STATION DESCRIPTION
 PR0276
 PR0276'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0276'0.5 MI S FROM MORTIZ.
 PR0276'MORTIZ 0.5 MILE SOUTH, 2.1 MILE EAST OF, T 116 N, RS 47 AND 48 W.
 PR0276'ABOUT 600 EAST OF 1/4 CORNER OF SECTIONS 25 AND 30, IN THE TOP
 PR0276'OF THE SOUTHEAST ANGLE OF THE WEST SANDSTONE BACK WALL OF AN
 PR0276'OLD RR BRIDGE, A STD DISK STAMPED, P 93 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0210 ***********************************************************************
 PR0210  DESIGNATION -  P 95
 PR0210  PID         -  PR0210
 PR0210  STATE/COUNTY-  SD/BROOKINGS
 PR0210  COUNTRY     -  US
 PR0210  USGS QUAD   -  BROOKINGS (2017)
 PR0210
 PR0210                         *CURRENT SURVEY CONTROL
 PR0210  ______________________________________________________________________
 PR0210* NAD 83(1986) POSITION- 44 18 48.     (N) 096 49 44.     (W)   SCALED
 PR0210* NAVD 88 ORTHO HEIGHT -   486.712 (meters)     1596.82  (feet) ADJUSTED
 PR0210  ______________________________________________________________________
 PR0210  GEOID HEIGHT    -        -25.368 (meters)                     GEOID18
 PR0210  DYNAMIC HEIGHT  -        486.622 (meters)     1596.53  (feet) COMP
 PR0210  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 PR0210
 PR0210  VERT ORDER      -  SECOND    CLASS 0
 PR0210
 PR0210.The horizontal coordinates were scaled from a map and have
 PR0210.an estimated accuracy of +/- 6 seconds.
 PR0210
 PR0210.The orthometric height was determined by differential leveling and
 PR0210.adjusted by the NATIONAL GEODETIC SURVEY
 PR0210.in June 1991.
 PR0210
 PR0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0210.GEOID18 height accuracy estimate available here.
 PR0210
 PR0210.Click photographs - Photos may exist for this station.
 PR0210
 PR0210.The dynamic height is computed by dividing the NAVD 88
 PR0210.geopotential number by the normal gravity value computed on the
 PR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0210.degrees latitude (g = 980.6199 gals.).
 PR0210
 PR0210.The modeled gravity was interpolated from observed gravity values.
 PR0210
 PR0210;                    North         East    Units  Estimated Accuracy
 PR0210;SPC SD N     -    58,290.      852,940.      MT  (+/- 180 meters Scaled)
 PR0210
 PR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ731089(NAD 83)
 PR0210
 PR0210                          SUPERSEDED SURVEY CONTROL
 PR0210
 PR0210  NGVD 29 (??/??/92)  486.456  (m)         1595.98   (f) ADJ UNCH    2 0
 PR0210
 PR0210.Superseded values are not recommended for survey control.
 PR0210
 PR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0210.See file dsdata.pdf to determine how the superseded data were derived.
 PR0210
 PR0210_MARKER: DB = BENCH MARK DISK
 PR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0210_STAMPING: P 95 1934
 PR0210_MARK LOGO: CGS
 PR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0210+STABILITY: SURFACE MOTION
 PR0210
 PR0210  HISTORY     - Date     Condition        Report By
 PR0210  HISTORY     - 1934     MONUMENTED       CGS
 PR0210  HISTORY     - 1963     MARK NOT FOUND   CGS
 PR0210
 PR0210                          STATION DESCRIPTION
 PR0210
 PR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0210'1.4 MI W FROM BROOKINGS.
 PR0210'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0210'THE STATION AT BROOKINGS, BROOKINGS COUNTY, 18 POLES WEST OF
 PR0210'MILEPOST 292, AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTER
 PR0210'LINE OF THE TRACK, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PR0210'6 FEET NORTHEAST OF A POLE, AND ABOUT 4 FEET LOWER THAN THE
 PR0210'RAIL.  A STANDARD DISK, STAMPED P 95 1934 AND SET IN THE TOP
 PR0210'OF A CONCRETE POST.
 PR0210
 PR0210                          STATION RECOVERY (1963)
 PR0210
 PR0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PR0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0140 ***********************************************************************
 PT0140  DESIGNATION -  PAAF
 PT0140  PID         -  PT0140
 PT0140  STATE/COUNTY-  SD/HUGHES
 PT0140  COUNTRY     -  US
 PT0140  USGS QUAD   -  PIERRE NE (2017)
 PT0140
 PT0140                         *CURRENT SURVEY CONTROL
 PT0140  ______________________________________________________________________
 PT0140* NAD 83(1996) POSITION- 44 22 41.15407(N) 100 17 20.91455(W)   ADJUSTED
 PT0140* NAVD 88 ORTHO HEIGHT -   524.019 (meters)     1719.22  (feet) ADJUSTED
 PT0140  ______________________________________________________________________
 PT0140  GEOID HEIGHT    -        -23.438 (meters)                     GEOID18
 PT0140  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 PT0140  DYNAMIC HEIGHT  -        523.916 (meters)     1718.88  (feet) COMP
 PT0140  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 PT0140
 PT0140  HORZ ORDER      -  THIRD
 PT0140  VERT ORDER      -  FIRST     CLASS II
 PT0140
 PT0140.This mark is at Pierre Airport (PIR)
 PT0140
 PT0140.The horizontal coordinates were established by classical geodetic methods
 PT0140.and adjusted by the National Geodetic Survey in January 1998.
 PT0140
 PT0140.The orthometric height was determined by differential leveling and
 PT0140.adjusted by the NATIONAL GEODETIC SURVEY
 PT0140.in June 1991.
 PT0140
 PT0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0140.GEOID18 height accuracy estimate available here.
 PT0140
 PT0140.Click photographs - Photos may exist for this station.
 PT0140
 PT0140.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0140
 PT0140.The dynamic height is computed by dividing the NAVD 88
 PT0140.geopotential number by the normal gravity value computed on the
 PT0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0140.degrees latitude (g = 980.6199 gals.).
 PT0140
 PT0140.The modeled gravity was interpolated from observed gravity values.
 PT0140
 PT0140. The following values were computed from the NAD 83(1996) position.
 PT0140
 PT0140;                    North         East     Units Scale Factor Converg.
 PT0140;SPC SD S     -   227,166.850   603,521.740   MT  0.99999484   +0 01 49.7
 PT0140;SPC SD S     -   745,296.57  1,980,054.24   sFT  0.99999484   +0 01 49.7
 PT0140;UTM  14      - 4,914,676.887   397,302.530   MT  0.99972970   -0 54 06.1
 PT0140
 PT0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0140!SPC SD S     -   0.99992152  x   0.99999484  =   0.99991636
 PT0140!UTM  14      -   0.99992152  x   0.99972970  =   0.99965124
 PT0140
 PT0140:                Primary Azimuth Mark                     Grid Az
 PT0140:SPC SD S     -  PAAF AZ MK                               140 40 32.7
 PT0140:UTM  14      -  PAAF AZ MK                               141 36 28.5
 PT0140
 PT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9730214676(NAD 83)
 PT0140
 PT0140|---------------------------------------------------------------------|
 PT0140| PID    Reference Object                     Distance      Geod. Az  |
 PT0140|                                                           dddmmss.s |
 PT0140| PT1009 RADIO RANGE STATION 347 PX          APPROX. 6.5 KM 0872518.5 |
 PT0140| CO6583 PAAF AZ MK                                         1404222.4 |
 PT0140| PT0141 PAAF RM 1                            35.143 METERS 14144     |
 PT0140| PT0142 PAAF RM 2                            38.304 METERS 22519     |
 PT0140| PT1029 PIERRE ARMY AIRFLD CONTROL TWR       41.963 METERS 23050     |
 PT0140|---------------------------------------------------------------------|
 PT0140
 PT0140                          SUPERSEDED SURVEY CONTROL
 PT0140
 PT0140  NAD 83(1986)-  44 22 41.14979(N)    100 17 20.91916(W) AD(       ) 3
 PT0140  NAD 27      -  44 22 41.21400(N)    100 17 19.44300(W) AD(       ) 3
 PT0140  NGVD 29 (??/??/92)  523.643  (m)         1717.99   (f) ADJ UNCH    1 2
 PT0140  NGVD 29             523.64   (m)         1718.0    (f) LEVELING    3  
 PT0140
 PT0140.Superseded values are not recommended for survey control.
 PT0140
 PT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0140.See file dsdata.pdf to determine how the superseded data were derived.
 PT0140
 PT0140_MARKER: DS = TRIANGULATION STATION DISK
 PT0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0140_STAMPING: PAAF 1945
 PT0140_MARK LOGO: CGS
 PT0140_PROJECTION: FLUSH
 PT0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0140+STABILITY: SURFACE MOTION
 PT0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0140+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1986
 PT0140
 PT0140  HISTORY     - Date     Condition        Report By
 PT0140  HISTORY     - 1945     MONUMENTED       CGS
 PT0140  HISTORY     - 1947     GOOD             CGS
 PT0140  HISTORY     - 1966     GOOD             CGS
 PT0140  HISTORY     - 1967     GOOD             USGS
 PT0140  HISTORY     - 1977     MARK NOT FOUND   NGS
 PT0140  HISTORY     - 1977     MARK NOT FOUND   NGS
 PT0140  HISTORY     - 19860930 SEE DESCRIPTION  NGS
 PT0140
 PT0140                          STATION DESCRIPTION
 PT0140
 PT0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT0140'STATION IS LOCATED ABOUT 3.5 MILES E OF THE CITY OF PIERRE AND
 PT0140'ON THE GROUNDS OF THE PIERRE ARMY AIRFIELD.  IT IS 125 FEET
 PT0140'E OF THE SE LEG OF THE ARMY AIRFIELD CONTROL TOWER AND NEAR
 PT0140'THE E SIDE OF A GRASSY PLOT OF LAND THAT IS JUST E OF THE
 PT0140'CONTROL TOWER.  IT IS 63 FEET S OF THE S END OF THE N TAXIWAY
 PT0140'AND 113 FEET N OF THE N END OF THE S TAXIWAY.
 PT0140'
 PT0140'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN TOPS OF
 PT0140'CONCRETE POSTS.  SURFACE MARK IS FLUSH WITH THE GROUND AND THE
 PT0140'DISK IS STAMPED PAAF 1945.
 PT0140'
 PT0140'REFERENCE MARK 1 IS 115.30 FEET SE OF THE STATION AND 3 FEET
 PT0140'SE OF THE NW END OF THE SE-NW CONCRETE TAXIWAY.  THE DISK IS
 PT0140'SET IN A DRILLED HOLE IN THE CONCRETE TAXIWAY AND IT IS STAMPED
 PT0140'PAAF NO 1 1945.
 PT0140'
 PT0140'REFERENCE MARK 2 IS 125.67 FEET SW OF THE STATION.  THE DISK
 PT0140'IS SET IN A DRILLED HOLE IN THE CONCRETE FOUNDATION OF THE
 PT0140'SE LEG OF THE ARMY AIRFIELD CONTROL TOWER.  THE DISK IS
 PT0140'STAMPED PAAF NO 2 1945.
 PT0140'
 PT0140'AZIMUTH MARK IS 0.45 MILE SE OF THE STATION AND AT A POINT
 PT0140'WHERE THE TAXIWAY TURNS TO THE S.  IT IS 734 FEET N OF THE S
 PT0140'END OF THE TAXIWAY, 396.4 FEET E OF THE W EDGE OF THE TAXIWAY, AND
 PT0140'139.5 FEET W OF THE E EDGE OF THE TAXIWAY.  THE DISK IS SET
 PT0140'IN A DRILLED HOLE IN THE CONCRETE TAXIWAY AND IT IS STAMPED
 PT0140'PAAF 1945.
 PT0140'
 PT0140'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO THE ARMY
 PT0140'AIRFIELD CONTROL TOWER.  IT IS 41.955 METERS (137.65 FEET)
 PT0140'SW OF TRIANGULATION STATION PAAF.
 PT0140'
 PT0140'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO S 1 BLOCK
 PT0140'TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 14, THENCE GO N AND
 PT0140'E ON U.S. HIGHWAY 83 AND 14 FOR 3.2 MILES TO A CROSS ROAD AND
 PT0140'A SIGN PIERRE ARMY AIR FIELD.  TURN RIGHT AND GO 1.0 MILE TO
 PT0140'THE MAIN GUARD GATE ON THE LEFT, PASS THROUGH GATE AND GO NE
 PT0140'AND E FOR 0.4 MILE TO THE CONTROL TOWER ON THE LEFT AND THE
 PT0140'STATION AS DESCRIBED.
 PT0140'
 PT0140'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE ON CONCRETE
 PT0140'TAXIWAY FOR 0.45 MILE TO WHERE THE TAXIWAY TURNS TO THE S AND
 PT0140'THE AZIMUTH MARK AS DESCRIBED.
 PT0140'
 PT0140'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 PT0140'
 PT0140'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 PT0140
 PT0140                          STATION RECOVERY (1947)
 PT0140
 PT0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 PT0140'DESCRIPTION ADEQUATE, MARK, R.M. 1 AND R.M. 2 IN GOOD CONDITION.
 PT0140
 PT0140                          STATION RECOVERY (1966)
 PT0140
 PT0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PT0140'THE STATION, R.M. 1 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 PT0140'IN GOOD CONDITION R.M. 2 IS GONE BUT THE DRILL HOLE IS STILL
 PT0140'THERE.
 PT0140'
 PT0140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI EAST
 PT0140'OF PIERRE
 PT0140
 PT0140                          STATION RECOVERY (1967)
 PT0140
 PT0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PT0140'3.8 MI NE FROM PIERRE.
 PT0140'PIERRE, 3.8 MILES NORTHEAST OF COURTHOUSE, AT PIERRE MUNICIPAL
 PT0140'AIRPORT.  NEAR THE N 1/16TH CORNER BETWEEN SECTIONS 35, 36 AND
 PT0140'IN SECTION 36, T. 111 N. R. 79 W. 140 FT. EAST OF THE NORTHEAST
 PT0140'CORNER OF THE ICE SPRAY SERVICE BLDG. (FORMERLY A FIRE STATION).
 PT0140'113.0 FT NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE APRON,
 PT0140'62 FT SOUTHEAST OF THE SOUTHEAST EDGE OF THE ASPHALT APPROACH
 PT0140'TO THE SPRAY SERVICE BUILDING AND 37.4 FT SOUTHWEST OF THE
 PT0140'SOUTHWEST EADGE OF A TAXIWAY.  A STANDARD DISK, STAMPED PAAE 1945
 PT0140'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PT0140
 PT0140                          STATION RECOVERY (1977)
 PT0140
 PT0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AMS)
 PT0140'THE STATION AND REFERENCE MARK 2 ARE BELIEVED TO BE DESTROYED DUE
 PT0140'TO RECENT CONSTRUCTION IN THE AREA.  AN EXTENSIVE SEARCH DID NOT
 PT0140'REVEAL THE UNDERGROUND MARK.  REFERENCE MARK 1 WAS RECOVERED AT
 PT0140'THIS INSPECTION, HOWEVER IT WILL PROBABLY DESTROYED IN THE NEAR
 PT0140'FUTURE SINCE THE CONCRETE TAXIWAY IS SCHEDULED TO BE RESURFACED
 PT0140'WITH 5 INCHES OF ASPHALT.
 PT0140'
 PT0140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PIERRE
 PT0140'MUNICIPAL AIRPORT, PIERRE.
 PT0140
 PT0140                          STATION RECOVERY (1977)
 PT0140
 PT0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PT0140'MARK NOT FOUND.
 PT0140
 PT0140                          STATION RECOVERY (1986)
 PT0140
 PT0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0140'NOT FOUND AND CONSIDERED DESTROYED.
 PT0140'ORIGINAL VERTICAL DESCRIPTION NOT AVAILABLE AND THE 1967 RECOVERY
 PT0140'DESCRIPTION IS ERRONEOUS. THE ORIGINAL HORIZONTAL DESCRIPTION
 PT0140'FOLLOWS.
 PT0140'STATION IS LOCATED ABOUT 3.5 MILES EAST OF THE CITY OF PIERRE AND
 PT0140'ON THE GROUNDS OF THE PIERRE ARMY AIRFIELD. IT IS 125 FEET EAST OF
 PT0140'THE SE LEG OF THE ARMY AIRFIELD CONTROL TOWER AND NEAR THE EAST SIDE
 PT0140'OF A GRASSY PLOT OF LAND THAT IS JUST EAST OF THE CONTROL TOWER.
 PT0140'IT IS 63 FEET SOUTH OF THE SOUTH END OF THE NORTH TAXIWAY AND 113
 PT0140'FEET NORTH OF THE NORTH END OF THE S TAXIWAY.
 PT0140'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN THE TOPS OF
 PT0140'CONCRETE POSTS. SURFACE MARK IS FLUSH WITH THE GROUND AND THE DISK
 PT0140'IS STAMPED---PAAF 1945---.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0141 ***********************************************************************
 PT0141  DESIGNATION -  PAAF RM 1
 PT0141  PID         -  PT0141
 PT0141  STATE/COUNTY-  SD/HUGHES
 PT0141  COUNTRY     -  US
 PT0141  USGS QUAD   -  PIERRE NE (2017)
 PT0141
 PT0141                         *CURRENT SURVEY CONTROL
 PT0141  ______________________________________________________________________
 PT0141* NAD 83(1986) POSITION- 44 22 40.26   (N) 100 17 19.93   (W)   HD_HELD1
 PT0141* NAVD 88 ORTHO HEIGHT -   524.075 (meters)     1719.40  (feet) ADJUSTED
 PT0141  ______________________________________________________________________
 PT0141  GEOID HEIGHT    -        -23.439 (meters)                     GEOID18
 PT0141  DYNAMIC HEIGHT  -        523.972 (meters)     1719.06  (feet) COMP
 PT0141  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 PT0141
 PT0141  VERT ORDER      -  FIRST     CLASS II
 PT0141
 PT0141.This mark is at Pierre Airport (PIR)
 PT0141
 PT0141.The horizontal coordinates were determined by differentially corrected
 PT0141.hand held GPS observations or other comparable positioning techniques
 PT0141.and have an estimated accuracy of +/- 3 meters.
 PT0141
 PT0141.The orthometric height was determined by differential leveling and
 PT0141.adjusted by the NATIONAL GEODETIC SURVEY
 PT0141.in June 1991.
 PT0141
 PT0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0141.GEOID18 height accuracy estimate available here.
 PT0141
 PT0141.Click photographs - Photos may exist for this station.
 PT0141
 PT0141.The dynamic height is computed by dividing the NAVD 88
 PT0141.geopotential number by the normal gravity value computed on the
 PT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0141.degrees latitude (g = 980.6199 gals.).
 PT0141
 PT0141.The modeled gravity was interpolated from observed gravity values.
 PT0141
 PT0141;                    North         East    Units  Estimated Accuracy
 PT0141;SPC SD S     -   227,139.3     603,543.6     MT  (+/- 3 meters HH1 GPS) 
 PT0141
 PT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9732314648(NAD 83)
 PT0141
 PT0141                          SUPERSEDED SURVEY CONTROL
 PT0141
 PT0141  NGVD 29 (??/??/92)  523.699  (m)         1718.17   (f) ADJ UNCH    1 2
 PT0141
 PT0141.Superseded values are not recommended for survey control.
 PT0141
 PT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0141.See file dsdata.pdf to determine how the superseded data were derived.
 PT0141
 PT0141_MARKER: DR = REFERENCE MARK DISK
 PT0141_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0141_SP_SET: CONCRETE SLAB
 PT0141_STAMPING: PAAF NO 1 1945
 PT0141_MARK LOGO: CGS
 PT0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0141+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1986
 PT0141
 PT0141  HISTORY     - Date     Condition        Report By
 PT0141  HISTORY     - 1945     MONUMENTED       CGS
 PT0141  HISTORY     - 1967     GOOD             USGS
 PT0141  HISTORY     - 1977     GOOD             NGS
 PT0141  HISTORY     - 19860930 MARK NOT FOUND   NGS
 PT0141
 PT0141                          STATION DESCRIPTION
 PT0141
 PT0141'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PT0141'3.8 MI NE FROM PIERRE.
 PT0141'PIERRE, 3.8 MILES NORTHEAST OF COURTHOUSE, AT PIERRE MUNICIPAL
 PT0141'AIRPORT.  NW/4 OF SECTION 36, T111N, R79W, 115 FT. SE OF
 PT0141'PAAF TRIANGULATION STATION AND IN THE NORTHEAST CORNER OF A
 PT0141'CONCRETE APRON.  A STANDARD REFERENCE-MARK DISK, STAMPED PAAF
 PT0141'NO 1 1945 AND SET IN THE CONCRETE APRON.
 PT0141
 PT0141                          STATION RECOVERY (1977)
 PT0141
 PT0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PT0141'RECOVERED IN GOOD CONDITION.
 PT0141
 PT0141                          STATION RECOVERY (1986)
 PT0141
 PT0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0141'NOT FOUND AND CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0391 ***********************************************************************
 QQ0391  DESIGNATION -  PALESTINA CHURCH SPIRE
 QQ0391  PID         -  QQ0391
 QQ0391  STATE/COUNTY-  SD/MARSHALL
 QQ0391  COUNTRY     -  US
 QQ0391  USGS QUAD   -  VEBLEN NE (2018)
 QQ0391
 QQ0391                         *CURRENT SURVEY CONTROL
 QQ0391  ______________________________________________________________________
 QQ0391* NAD 83(1996) POSITION- 45 55 16.66855(N) 097 15 52.83833(W)   ADJUSTED
 QQ0391  ______________________________________________________________________
 QQ0391  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 QQ0391  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 QQ0391  HORZ ORDER      -  THIRD
 QQ0391
 QQ0391.The horizontal coordinates were established by classical geodetic methods
 QQ0391.and adjusted by the National Geodetic Survey in January 1998.
 QQ0391
 QQ0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0391.GEOID18 height accuracy estimate available here.
 QQ0391
 QQ0391.Click photographs - Photos may exist for this station.
 QQ0391
 QQ0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0391
 QQ0391. The following values were computed from the NAD 83(1996) position.
 QQ0391
 QQ0391;                    North         East     Units Scale Factor Converg.
 QQ0391;SPC SD N     -   235,618.299   812,158.558   MT  1.00005464   +1 56 09.2
 QQ0391;SPC SD N     -   773,024.37  2,664,556.87   sFT  1.00005464   +1 56 09.2
 QQ0391;UTM  14      - 5,086,767.173   634,559.804   MT  0.99982259   +1 14 48.5
 QQ0391
 QQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3455986767(NAD 83)
 QQ0391
 QQ0391                          SUPERSEDED SURVEY CONTROL
 QQ0391
 QQ0391  NAD 83(1986)-  45 55 16.66631(N)    097 15 52.82907(W) AD(       ) 3
 QQ0391  NAD 27      -  45 55 16.80000(N)    097 15 51.50000(W) AD(       ) 3
 QQ0391
 QQ0391.Superseded values are not recommended for survey control.
 QQ0391
 QQ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0391.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0391
 QQ0391_MARKER: 90 = CHURCH SPIRE
 QQ0391
 QQ0391  HISTORY     - Date     Condition        Report By
 QQ0391  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0391
 QQ0391                          STATION DESCRIPTION
 QQ0391
 QQ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0391'POINT OBSERVED UPON WAS TIP OF SPIRE OF PALESTINA CHURCH LOCATED
 QQ0391'4.0 MILES N AND 1.3 MILES E OF VEBLEN, SOUTH DAKOTA, AND ABOUT
 QQ0391'1.5 MILES SW OF STATION MP. 33.  WOODEN BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0665 ***********************************************************************
 PS0665  DESIGNATION -  PALMER
 PS0665  PID         -  PS0665
 PS0665  STATE/COUNTY-  SD/HAND
 PS0665  COUNTRY     -  US
 PS0665  USGS QUAD   -  ORIENT SW (2017)
 PS0665
 PS0665                         *CURRENT SURVEY CONTROL
 PS0665  ______________________________________________________________________
 PS0665* NAD 83(1996) POSITION- 44 50 57.12254(N) 099 11 45.25205(W)   ADJUSTED
 PS0665* NAVD 88 ORTHO HEIGHT -   581.    (meters)     1906.    (feet) SCALED
 PS0665  ______________________________________________________________________
 PS0665  GEOID HEIGHT    -        -23.691 (meters)                     GEOID18
 PS0665  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 PS0665  HORZ ORDER      -  SECOND
 PS0665
 PS0665.The horizontal coordinates were established by classical geodetic methods
 PS0665.and adjusted by the National Geodetic Survey in January 1998.
 PS0665
 PS0665.The orthometric height was scaled from a topographic map.
 PS0665
 PS0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0665.GEOID18 height accuracy estimate available here.
 PS0665
 PS0665.Click photographs - Photos may exist for this station.
 PS0665
 PS0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0665
 PS0665. The following values were computed from the NAD 83(1996) position.
 PS0665
 PS0665;                    North         East     Units Scale Factor Converg.
 PS0665;SPC SD N     -   113,200.922   663,562.039   MT  0.99994530   +0 34 08.7
 PS0665;SPC SD N     -   371,393.36  2,177,036.46   sFT  0.99994530   +0 34 08.7
 PS0665;UTM  14      - 4,966,217.397   484,519.372   MT  0.99960295   -0 08 17.4
 PS0665
 PS0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0665!SPC SD N     -   0.99991257  x   0.99994530  =   0.99985788
 PS0665!UTM  14      -   0.99991257  x   0.99960295  =   0.99951556
 PS0665
 PS0665:                Primary Azimuth Mark                     Grid Az
 PS0665:SPC SD N     -  PALMER AZ MK                             047 34 07.2
 PS0665:UTM  14      -  PALMER AZ MK                             048 16 33.3
 PS0665
 PS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8451966217(NAD 83)
 PS0665
 PS0665|---------------------------------------------------------------------|
 PS0665| PID    Reference Object                     Distance      Geod. Az  |
 PS0665|                                                           dddmmss.s |
 PS0665| CO6590 PALMER AZ MK                                       0480815.9 |
 PS0665| CO6591 PALMER RM 1                          12.922 METERS 10402     |
 PS0665| CO6592 PALMER RM 2                          11.134 METERS 23054     |
 PS0665|---------------------------------------------------------------------|
 PS0665
 PS0665                          SUPERSEDED SURVEY CONTROL
 PS0665
 PS0665  NAD 83(1986)-  44 50 57.12081(N)    099 11 45.26012(W) AD(       ) 2
 PS0665  NAD 27      -  44 50 57.20200(N)    099 11 43.86400(W) AD(       ) 2
 PS0665
 PS0665.Superseded values are not recommended for survey control.
 PS0665
 PS0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0665.See file dsdata.pdf to determine how the superseded data were derived.
 PS0665
 PS0665_MARKER: DS = TRIANGULATION STATION DISK
 PS0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0665_STAMPING: PALMER 1951
 PS0665_MARK LOGO: CGS
 PS0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0665+STABILITY: SURFACE MOTION
 PS0665
 PS0665  HISTORY     - Date     Condition        Report By
 PS0665  HISTORY     - 1951     MONUMENTED       CGS
 PS0665  HISTORY     - 1975     GOOD             NGS
 PS0665  HISTORY     - 1978     GOOD             WPRS
 PS0665
 PS0665                          STATION DESCRIPTION
 PS0665
 PS0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0665'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE SMALL
 PS0665'TOWN OF ORIENT ON A PROMINENT KNOLL JUST SOUTHWEST OF MARION
 PS0665'PALMERS HOUSE.  IT IS ABOUT 0.2 MILE SOUTHWEST OF THE PALMER
 PS0665'FARM BUILDINGS.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 PS0665'STAMPED PALMER 1951.
 PS0665'
 PS0665'REFERENCE MARK NO. 1 IS STAMPED PALMER NO 1 AND PROJECTS 4
 PS0665'INCHES.
 PS0665'
 PS0665'REFERENCE MARK NO. 2 IS STAMPED PALMER NO 2 AND PROJECTS
 PS0665'4 INCHES.
 PS0665'
 PS0665'THE AZIMUTH MARK IS 34 FEET EAST OF THE CENTER OF A TRACK
 PS0665'ROAD, 8 FEET SOUTH OF A FENCE CORNER, 3 FEET NORTH OF A
 PS0665'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 PS0665'8 INCHES AND THE DISK IS STAMPED PALMER 1951.
 PS0665'
 PS0665'TO REACH THE STATION FROM THE POST OFFICE IN ORIENT, GO SOUTH ON
 PS0665'A GRAVEL STREET FOR 0.2 MILE TO AN EAST-WEST GRAVEL ROAD.  TURN
 PS0665'RIGHT AND GO WEST FOR 4.9 MILES TO A SIDE ROAD LEFT, TURN LEFT
 PS0665'AND GO SOUTH FOR 3.0 MILES TO A CROSS ROAD AND THE AZIMUTH
 PS0665'MARK IN THE SOUTHEAST CORNER OF CROSS ROADS, CONTINUE ON SOUTH
 PS0665'FOR 0.1 MILE TO A FARM HOUSE ON THE RIGHT.  TURN RIGHT AND
 PS0665'GO WEST FOR 100 YARDS ALONG SOUTH SIDE OF THE FARM HOUSE TO
 PS0665'A WOODEN GATE, PASS THROUGH THE GATE AND GO SOUTHWESTERLY
 PS0665'FOR 0.25 MILE TO THE TOP OF A PROMINENT KNOLL AND THE STATION
 PS0665'AS DESCRIBED.
 PS0665'
 PS0665'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0665
 PS0665                          STATION RECOVERY (1975)
 PS0665
 PS0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PS0665'ALL MARKS RECOVERED IN GOOD CONDITION.  SET METAL WITNESS POST 1.5
 PS0665'FEET SOUTH OF THE AZIMUTH MARK.
 PS0665'
 PS0665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES SW
 PS0665'OF OTIENT.
 PS0665
 PS0665                          STATION RECOVERY (1978)
 PS0665
 PS0665'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1978 (AB)
 PS0665'PALMER RECOVERED GOOD.
 PS0665'
 PS0665'REFERENCE MARKS NO. 1 AND NO. 2 WERE BOTH FOUND.  DISTANCE CHECKS
 PS0665'BETWEEN THE REFERENCE MARKS AND THE STATION MARKER WERE NOT MADE.
 PS0665'SIGHTINGS WERE TAKEN ON USC AND GS TRIANGULATION STATIONS ARCADE
 PS0665'AND BIRD.  DUE TO SHELTER BELTS ON LINE, 30 FOOT TOWERS WERE
 PS0665'REQUIRED ON THE STATIONS ARCADE AND PALMER.  WITH THE 30 FOOT
 PS0665'TOWER ON PALMER A SIGNAL LIGHT AT NORMAL TRIPOD HEIGHT WAS VISIBLE
 PS0665'ON BIRD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0028 ***********************************************************************
 PV0028  DESIGNATION -  PAPO
 PV0028  PID         -  PV0028
 PV0028  STATE/COUNTY-  SD/LAWRENCE
 PV0028  COUNTRY     -  US
 PV0028  USGS QUAD   -  BEULAH (2017)
 PV0028
 PV0028                         *CURRENT SURVEY CONTROL
 PV0028  ______________________________________________________________________
 PV0028* NAD 83(1996) POSITION- 44 32 47.99602(N) 104 02 18.48511(W)   ADJUSTED
 PV0028* NAVD 88 ORTHO HEIGHT -  1062.827 (meters)     3486.96  (feet) ADJUSTED
 PV0028  ______________________________________________________________________
 PV0028  GEOID HEIGHT    -        -14.497 (meters)                     GEOID18
 PV0028  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC18
 PV0028  DYNAMIC HEIGHT  -       1062.484 (meters)     3485.83  (feet) COMP
 PV0028  MODELED GRAVITY -    980,258.1   (mgal)                       NAVD 88
 PV0028
 PV0028  HORZ ORDER      -  THIRD
 PV0028  VERT ORDER      -  SECOND    CLASS 0
 PV0028
 PV0028.The horizontal coordinates were established by classical geodetic methods
 PV0028.and adjusted by the National Geodetic Survey in January 1998.
 PV0028
 PV0028.The orthometric height was determined by differential leveling and
 PV0028.adjusted by the NATIONAL GEODETIC SURVEY
 PV0028.in June 1991.
 PV0028
 PV0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0028.GEOID18 height accuracy estimate available here.
 PV0028
 PV0028.Click photographs - Photos may exist for this station.
 PV0028
 PV0028.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0028
 PV0028.The dynamic height is computed by dividing the NAVD 88
 PV0028.geopotential number by the normal gravity value computed on the
 PV0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0028.degrees latitude (g = 980.6199 gals.).
 PV0028
 PV0028.The modeled gravity was interpolated from observed gravity values.
 PV0028
 PV0028. The following values were computed from the NAD 83(1996) position.
 PV0028
 PV0028;                    North         East     Units Scale Factor Converg.
 PV0028;SPC SD N     -    87,269.825   279,218.953   MT  0.99997764   -2 51 29.4
 PV0028;SPC SD N     -   286,317.75    916,070.85   sFT  0.99997764   -2 51 29.4
 PV0028;UTM  13      - 4,933,042.296   576,378.690   MT  0.99967174   +0 40 28.3
 PV0028
 PV0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0028!SPC SD N     -   0.99983565  x   0.99997764  =   0.99981330
 PV0028!UTM  13      -   0.99983565  x   0.99967174  =   0.99950745
 PV0028
 PV0028:                Primary Azimuth Mark                     Grid Az
 PV0028:SPC SD N     -  SCHENK                                   131 16 31.6
 PV0028:UTM  13      -  SCHENK                                   127 44 33.9
 PV0028
 PV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7637833042(NAD 83)
 PV0028
 PV0028|---------------------------------------------------------------------|
 PV0028| PID    Reference Object                     Distance      Geod. Az  |
 PV0028|                                                           dddmmss.s |
 PV0028| PV0029 PAPO RM 1                            12.080 METERS 09608     |
 PV0028| PV0457 SCHENK                              APPROX. 2.4 KM 1282502.2 |
 PV0028| PV0027 PAPO RM 2                            14.289 METERS 26530     |
 PV0028|---------------------------------------------------------------------|
 PV0028
 PV0028                          SUPERSEDED SURVEY CONTROL
 PV0028
 PV0028  NAD 83(1993)-  44 32 47.98961(N)    104 02 18.48805(W) AD(       ) 3
 PV0028  NAD 83(1986)-  44 32 47.98395(N)    104 02 18.47625(W) AD(       ) 3
 PV0028  NGVD 29 (??/??/92) 1062.288  (m)         3485.19   (f) ADJ UNCH    2 0
 PV0028
 PV0028.Superseded values are not recommended for survey control.
 PV0028
 PV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0028.See file dsdata.pdf to determine how the superseded data were derived.
 PV0028
 PV0028_MARKER: DS = TRIANGULATION STATION DISK
 PV0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0028_STAMPING: PAPO 1962
 PV0028_MARK LOGO: CGS
 PV0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0028+STABILITY: SURFACE MOTION
 PV0028
 PV0028  HISTORY     - Date     Condition        Report By
 PV0028  HISTORY     - 1962     MONUMENTED       CGS
 PV0028
 PV0028                          STATION DESCRIPTION
 PV0028
 PV0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0028'2.8 MI E FROM BEULAH.
 PV0028'0.3 MILE EAST ALONG OLD U.S. HIGHWAY 85 FROM THE ROYAL CLUB AT
 PV0028'BEULAH, WYOMING, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 14,
 PV0028'0.95 MILE EAST OF THE WYOMING STATE LINE, 0.2 MILE EAST OF BENCH
 PV0028'MARK M 376, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PV0028'39.6 FEET WEST OF R. M. 1, 47.0 FEET EAST OF R.M. 2, 4.9 FEET
 PV0028'NORTH OF A FENCE, 5.0 FEET WEST OF A WITNESS POST, ABOUT 3 1/2
 PV0028'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PV0028'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0029 ***********************************************************************
 PV0029  DESIGNATION -  PAPO RM 1
 PV0029  PID         -  PV0029
 PV0029  STATE/COUNTY-  SD/LAWRENCE
 PV0029  COUNTRY     -  US
 PV0029  USGS QUAD   -  BEULAH (2017)
 PV0029
 PV0029                         *CURRENT SURVEY CONTROL
 PV0029  ______________________________________________________________________
 PV0029* NAD 83(1986) POSITION- 44 32 47.95   (N) 104 02 17.94   (W)   HD_HELD1
 PV0029* NAVD 88 ORTHO HEIGHT -  1062.710 (meters)     3486.57  (feet) ADJUSTED
 PV0029  ______________________________________________________________________
 PV0029  GEOID HEIGHT    -        -14.498 (meters)                     GEOID18
 PV0029  DYNAMIC HEIGHT  -       1062.366 (meters)     3485.45  (feet) COMP
 PV0029  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 PV0029
 PV0029  VERT ORDER      -  SECOND    CLASS 0
 PV0029
 PV0029.The horizontal coordinates were determined by differentially corrected
 PV0029.hand held GPS observations or other comparable positioning techniques
 PV0029.and have an estimated accuracy of +/- 3 meters.
 PV0029
 PV0029.The orthometric height was determined by differential leveling and
 PV0029.adjusted by the NATIONAL GEODETIC SURVEY
 PV0029.in June 1991.
 PV0029
 PV0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0029.GEOID18 height accuracy estimate available here.
 PV0029
 PV0029.Click photographs - Photos may exist for this station.
 PV0029
 PV0029.The dynamic height is computed by dividing the NAVD 88
 PV0029.geopotential number by the normal gravity value computed on the
 PV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0029.degrees latitude (g = 980.6199 gals.).
 PV0029
 PV0029.The modeled gravity was interpolated from observed gravity values.
 PV0029
 PV0029;                    North         East    Units  Estimated Accuracy
 PV0029;SPC SD N     -    87,267.8     279,230.9     MT  (+/- 3 meters HH1 GPS) 
 PV0029
 PV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7639033041(NAD 83)
 PV0029
 PV0029                          SUPERSEDED SURVEY CONTROL
 PV0029
 PV0029  NGVD 29 (??/??/92) 1062.17   (m)         3484.8    (f) COMPUTED    2 0
 PV0029
 PV0029.Superseded values are not recommended for survey control.
 PV0029
 PV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0029.See file dsdata.pdf to determine how the superseded data were derived.
 PV0029
 PV0029_MARKER: DR = REFERENCE MARK DISK
 PV0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0029_STAMPING: PAPO NO 1 1962
 PV0029_MARK LOGO: CGS
 PV0029_PROJECTION: PROJECTING 9 CENTIMETERS
 PV0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0029+STABILITY: SURFACE MOTION
 PV0029
 PV0029  HISTORY     - Date     Condition        Report By
 PV0029  HISTORY     - 1962     MONUMENTED       CGS
 PV0029
 PV0029                          STATION DESCRIPTION
 PV0029
 PV0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0029'2.8 MI E FROM BEULAH.
 PV0029'0.3 MILE EAST ALONG OLD U.S. HIGHWAY 85 FROM THE ROYAL CLUB
 PV0029'AT BEULAH, WYOMING, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 14,
 PV0029'0.95 MILE EAST OF THE WYOMING STATE LINE, 49 FEET SOUTH OF THE
 PV0029'CENTER LINE OF THE HIGHWAY, 39.6 FEET EAST OF THE STATION, 1.0
 PV0029'FOOT NORTH OF A FENCE, ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY,
 PV0029'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 PV0029'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0027 ***********************************************************************
 PV0027  DESIGNATION -  PAPO RM 2
 PV0027  PID         -  PV0027
 PV0027  STATE/COUNTY-  SD/LAWRENCE
 PV0027  COUNTRY     -  US
 PV0027  USGS QUAD   -  BEULAH (2017)
 PV0027
 PV0027                         *CURRENT SURVEY CONTROL
 PV0027  ______________________________________________________________________
 PV0027* NAD 83(1986) POSITION- 44 32 47.96   (N) 104 02 19.13   (W)   HD_HELD1
 PV0027* NAVD 88 ORTHO HEIGHT -  1062.951 (meters)     3487.37  (feet) ADJUSTED
 PV0027  ______________________________________________________________________
 PV0027  GEOID HEIGHT    -        -14.497 (meters)                     GEOID18
 PV0027  DYNAMIC HEIGHT  -       1062.607 (meters)     3486.24  (feet) COMP
 PV0027  MODELED GRAVITY -    980,257.4   (mgal)                       NAVD 88
 PV0027
 PV0027  VERT ORDER      -  SECOND    CLASS 0
 PV0027
 PV0027.The horizontal coordinates were determined by differentially corrected
 PV0027.hand held GPS observations or other comparable positioning techniques
 PV0027.and have an estimated accuracy of +/- 3 meters.
 PV0027
 PV0027.The orthometric height was determined by differential leveling and
 PV0027.adjusted by the NATIONAL GEODETIC SURVEY
 PV0027.in June 1991.
 PV0027
 PV0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0027.GEOID18 height accuracy estimate available here.
 PV0027
 PV0027.Click photographs - Photos may exist for this station.
 PV0027
 PV0027.The dynamic height is computed by dividing the NAVD 88
 PV0027.geopotential number by the normal gravity value computed on the
 PV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0027.degrees latitude (g = 980.6199 gals.).
 PV0027
 PV0027.The modeled gravity was interpolated from observed gravity values.
 PV0027
 PV0027;                    North         East    Units  Estimated Accuracy
 PV0027;SPC SD N     -    87,269.4     279,204.7     MT  (+/- 3 meters HH1 GPS) 
 PV0027
 PV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7636433041(NAD 83)
 PV0027
 PV0027                          SUPERSEDED SURVEY CONTROL
 PV0027
 PV0027  NGVD 29 (??/??/92) 1062.41   (m)         3485.6    (f) COMPUTED    2 0
 PV0027
 PV0027.Superseded values are not recommended for survey control.
 PV0027
 PV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0027.See file dsdata.pdf to determine how the superseded data were derived.
 PV0027
 PV0027_MARKER: DR = REFERENCE MARK DISK
 PV0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0027_STAMPING: PAPO NO 2 1962
 PV0027_MARK LOGO: CGS
 PV0027_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0027+STABILITY: SURFACE MOTION
 PV0027
 PV0027  HISTORY     - Date     Condition        Report By
 PV0027  HISTORY     - 1962     MONUMENTED       CGS
 PV0027
 PV0027                          STATION DESCRIPTION
 PV0027
 PV0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0027'2.8 MI E FROM BEULAH.
 PV0027'0.3 MILE EAST ALONG THE OLD U.S. HIGHWAY 85 FROM THE ROYAL CLUB
 PV0027'AT BEULAH, WYOMING, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 14,
 PV0027'0.95 MILE EAST OF THE WYOMING STATE LINE, 49 FEET SOUTH
 PV0027'OF THE CENTER LINE OF THE HIGHWAY, 47.0 FEET WEST OF THE STATION,
 PV0027'1.5 FEET NORTH OF A FENCE, ABOUT 3 1/2 FEET LOWER THAN THE
 PV0027'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 PV0027'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0880 ***********************************************************************
 QS0880  DESIGNATION -  PARADE
 QS0880  PID         -  QS0880
 QS0880  STATE/COUNTY-  SD/DEWEY
 QS0880  COUNTRY     -  US
 QS0880  USGS QUAD   -  PARADE (2017)
 QS0880
 QS0880                         *CURRENT SURVEY CONTROL
 QS0880  ______________________________________________________________________
 QS0880* NAD 83(1996) POSITION- 45 05 18.38206(N) 101 05 40.95076(W)   ADJUSTED
 QS0880* NAVD 88 ORTHO HEIGHT -   729.92  (+/-2cm)     2394.7   (feet) VERTCON3
 QS0880  ______________________________________________________________________
 QS0880  GEOID HEIGHT    -        -21.560 (meters)                     GEOID18
 QS0880  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 QS0880  HORZ ORDER      -  FIRST
 QS0880  VERT ORDER      -  THIRD ? (See Below)
 QS0880
 QS0880.The horizontal coordinates were established by classical geodetic methods
 QS0880.and adjusted by the National Geodetic Survey in January 1998.
 QS0880
 QS0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0880
 QS0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0880.GEOID18 height accuracy estimate available here.
 QS0880
 QS0880.The vertical order pertains to the NGVD 29 superseded value.
 QS0880
 QS0880.Click photographs - Photos may exist for this station.
 QS0880
 QS0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0880
 QS0880. The following values were computed from the NAD 83(1996) position.
 QS0880
 QS0880;                    North         East     Units Scale Factor Converg.
 QS0880;SPC SD N     -   140,053.204   513,826.439   MT  0.99993932   -0 46 29.2
 QS0880;SPC SD N     -   459,491.22  1,685,778.91   sFT  0.99993932   -0 46 29.2
 QS0880;UTM  14      - 4,994,909.436   335,159.161   MT  0.99993412   -1 29 01.7
 QS0880
 QS0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0880!SPC SD N     -   0.99988895  x   0.99993932  =   0.99982828
 QS0880!UTM  14      -   0.99988895  x   0.99993412  =   0.99982308
 QS0880
 QS0880:                Primary Azimuth Mark                     Grid Az
 QS0880:SPC SD N     -  PARADE AZ MK                             223 51 37.8
 QS0880:UTM  14      -  PARADE AZ MK                             224 34 10.3
 QS0880
 QS0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3515994909(NAD 83)
 QS0880
 QS0880|---------------------------------------------------------------------|
 QS0880| PID    Reference Object                     Distance      Geod. Az  |
 QS0880|                                                           dddmmss.s |
 QS0880| CQ8741 PARADE RM 1                          25.832 METERS 05519     |
 QS0880| CQ8740 PARADE AZ MK                                       2230508.6 |
 QS0880| QS0879 T13N R25E SECS 17 18 1/4 COR        273.857 METERS 28305     |
 QS0880| CQ8742 PARADE RM 2                          27.229 METERS 31825     |
 QS0880|---------------------------------------------------------------------|
 QS0880
 QS0880                          SUPERSEDED SURVEY CONTROL
 QS0880
 QS0880  NAD 83(1986)-  45 05 18.37453(N)    101 05 40.95035(W) AD(       ) 1
 QS0880  NAD 27      -  45 05 18.44500(N)    101 05 39.42100(W) AD(       ) 1
 QS0880  NGVD 29             729.41   (m)         2393.1    (f) LEVELING    3  
 QS0880
 QS0880.Superseded values are not recommended for survey control.
 QS0880
 QS0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0880.See file dsdata.pdf to determine how the superseded data were derived.
 QS0880
 QS0880_MARKER: DS = TRIANGULATION STATION DISK
 QS0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0880_STAMPING: PARADE 1938
 QS0880_MARK LOGO: CGS
 QS0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0880+STABILITY: SURFACE MOTION
 QS0880
 QS0880  HISTORY     - Date     Condition        Report By
 QS0880  HISTORY     - 1938     MONUMENTED       CGS
 QS0880  HISTORY     - 1945     GOOD             CGS
 QS0880  HISTORY     - 1948     GOOD             USGS
 QS0880  HISTORY     - 1952     GOOD             CGS
 QS0880
 QS0880                          STATION DESCRIPTION
 QS0880
 QS0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0880'STATION PARADE IS LOCATED IN THE NW PART OF SOUTH DAKOTA, IN
 QS0880'THE SW PART OF DEWEY COUNTY.  ABOUT 4-1/2 MILES AIRLINE N OF
 QS0880'THE TOWN OF PARADE, ABOUT 9-1/2 MILES AIRLINE NE OF EAGLE
 QS0880'BUTTE, ABOUT 8-1/2 MILES AIRLINE NW OF MOSSMAN.  THE STATION IS
 QS0880'IN THE CHEYENNE RIVER INDIAN RESERVATION, ABOUT 1/4 MILE NE OF
 QS0880'A TWO-STORY GRAY HOUSE, THE HOME OF MR. A.E. WRIGHT, ON THE
 QS0880'SUMMIT OF A ROUNDED HILL IN A CULTIVATED FIELD.
 QS0880'
 QS0880'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0880'BRONZE DISKS SET IN CONCRETE.
 QS0880'
 QS0880'TO REACH FROM THE RAILROAD STATION AT PARADE, GO W ON U.S.
 QS0880'HIGHWAY 212, 0.1 MILE TO A T-ROAD RIGHT, GO N ON THIS GRADED DIRT
 QS0880'ROAD 0.85 MILE, JOG LEFT 0.75 YARD AND CONTINUE N TO A CROSSROADS,
 QS0880'TURN RIGHT, E, ON A POOR SECTION LINE DIRT ROAD AND GO 0.2 MILE
 QS0880'TO A T-FENCE CORNER TO THE S OF MR. WRIGHTS HOME.  THE AZIMUTH
 QS0880'MARK IS LOCATED HERE 20 FEET E OF GATE, 3 FEET N OF E-W FENCE
 QS0880'AND 10 FEET S OF THE ROAD, GO THROUGH GATE AND GO E IN A LANE
 QS0880'FOR 0.3 MILE TO ITS END, GO THROUGH WIRE GATE LEFT AND GO DUE
 QS0880'N, KEEPING JUST E OF FENCE LINE, THEN TO RIGHT OF SMALL SHACK
 QS0880'FOR 0.5 MILE.  TURN E AND GO 275 YARDS TO TOP OF KNOLL AND
 QS0880'STATION.
 QS0880'
 QS0880'THE SITE IS IN THOMAS BLUE COATS INDIAN ALLOTMENT NO. 1340 - FEE
 QS0880'PATENT - NOW OWNED BY JOHN CADY, AND LEASED BY A.E. WRIGHT.
 QS0880'
 QS0880'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 QS0880
 QS0880                          STATION RECOVERY (1945)
 QS0880
 QS0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0880'THE STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1938 AND ALL
 QS0880'MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 QS0880'
 QS0880'THE STATION IS LOCATED ABOUT 4.5 MILES N OF THE VILLAGE OF PARADE,
 QS0880'0.4 MILE NE OF A.E. WRIGHTS FARMHOUSE, AND NEAR THE SUMMIT OF A
 QS0880'PROMINENT HILL.  THE MARK PROJECTS ONE INCH AND THE DISK IS
 QS0880'STAMPED PARADE 1938.
 QS0880'
 QS0880'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 QS0880'DISKS SET IN CONCRETE.
 QS0880'
 QS0880'THE AZIMUTH MARK IS 0.6 MILE SW OF THE STATION, 0.1 MILE S OF
 QS0880'THE WRIGHT FARMHOUSE, 20 FEET E OF A FENCE CORNER, AND 2 FEET
 QS0880'N OF AN E-W FENCE LINE.  THE MARK PROJECTS 7 INCHES AND THE
 QS0880'DISK IS STAMPED PARADE 1938.
 QS0880'
 QS0880'REFERENCE MARK 1 IS 25.868 METERS (84.87 FEET) NE OF THE STATION.
 QS0880'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PARADE NO 1
 QS0880'1938.
 QS0880'
 QS0880'REFERENCE MARK 2 IS 28.159 METERS (89.43 FEET) NW OF THE
 QS0880'STATION.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0880'PARADE NO 2 1938.
 QS0880'
 QS0880'A TRAVERSE CONNECTION WAS MADE FROM STATION PARADE 1938 TO G.L.O.
 QS0880'MARKER.  IT IS 273.856 METERS (898 FEET) W OF THE STATION.
 QS0880'THE G.L.O. MARKER IS A 1-INCH PIPE WITH A 3-INCH DISK ON TOP.
 QS0880'THERE ARE VARIOUS NUMBERS CAST IN THE DISK.
 QS0880'
 QS0880'TO REACH THE STATION FROM THE SMALL VILLAGE OF PARADE, GO W
 QS0880'ON U.S. HIGHWAY 212 FOR ABOUT 200 YARDS TO A DIRT T-ROAD ON
 QS0880'THE RIGHT, TURN RIGHT AND GO 4.0 MILES TO A WIRE GATE ON THE
 QS0880'RIGHT, PASS THROUGH GATE AND GO 0.25 MILE TO THE AZIMUTH MARK
 QS0880'AS DESCRIBED.  CONTINUE N TO THE WRIGHT FARMHOUSE AND PASS TO THE
 QS0880'LEFT OF THE HOUSE.  GO 0.1 MILE TO WIRE GATE, PASS THROUGH GATE,
 QS0880'AND GO 0.3 MILE IN A NE DIRECTION TO SUMMIT OF HILL AND
 QS0880'STATION.
 QS0880'
 QS0880'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 QS0880
 QS0880                          STATION RECOVERY (1948)
 QS0880
 QS0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0880'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QS0880
 QS0880                          STATION RECOVERY (1952)
 QS0880
 QS0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0880'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 QS0880'CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT TO BOTH
 QS0880'REFERENCE MARKS.  THE G.L.O. MARKER THAT WAS TRAVERSE TO IN 1938
 QS0880'APPARENTLY HAS BEEN DESTROYED, IT COULD NOT BE FOUND.  A NEW
 QS0880'DESCRIPTION FOLLOWS.
 QS0880'
 QS0880'THE STATION IS IN SECTION 18, R 25 E, T 13 N, NEAR THE SUMMIT
 QS0880'OF A PROMINENT HILL, 4.5 MILES NORTH OF THE SMALL VILLAGE OF
 QS0880'PARADE, 0.4 MILE NORTHEAST OF MR. EDGER EBEHARDS FARMHOUSE AND
 QS0880'110 FEET EAST OF A WIRE FENCE.
 QS0880'
 QS0880'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN PARADE, GO WEST
 QS0880'ON U.S. HIGHWAY 212 FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT,
 QS0880'TURN RIGHT (NORTH) AND FOLLOW THE MAIN DIRT ROAD FOR 4 MILES
 QS0880'TO A DRIVEWAY ON THE RIGHT, TURN RIGHT (EAST) AND GO FOR 0.25
 QS0880'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, GO
 QS0880'NORTH FOR 0.15 MILE, PASS TO THE LEFT OF THE FARMHOUSE AND GO A
 QS0880'SHORT DISTANCE TO A TRACK ROAD LEADING EAST, GO EAST ON THE
 QS0880'TRACK ROAD FOR 0.3 MILE, GO THROUGH A WIRE GATE AND BEAR LEFT
 QS0880'(NORTH) ACROSS OPEN PASTURELAND FOR 0.4 MILE TO THE TOP OF
 QS0880'HILL AND THE STATION.
 QS0880'
 QS0880'THE STATION MARK PROJECT 1-INCH AND THE DISK IS STAMPED PARADE
 QS0880'1938.
 QS0880'
 QS0880'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0880'PARADE NO 1 1938.
 QS0880'
 QS0880'REFERENCE MARK 2 IS 70 FEET EAST OF A WIRE FENCE.  THE MARK
 QS0880'PROJECTS 3 INCHES AND THE DISK IS STAMPED PARADE NO 2 1938.
 QS0880'
 QS0880'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF THE EBEHARDS FARMHOUSE,
 QS0880'20 FEET EAST OF A FENCE 2 FEET NORTH OF A FENCE AND 1.5 FEET
 QS0880'NORTHEAST OF WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 QS0880'4 INCHES AND THE DISK IS STAMPED PARADE 1938.
 QS0880'
 QS0880'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 4 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0878 ***********************************************************************
 QS0878  DESIGNATION -  PARADE BAGLEY GRAIN ELEVATOR
 QS0878  PID         -  QS0878
 QS0878  STATE/COUNTY-  SD/DEWEY
 QS0878  COUNTRY     -  US
 QS0878  USGS QUAD   -  PARADE (2017)
 QS0878
 QS0878                         *CURRENT SURVEY CONTROL
 QS0878  ______________________________________________________________________
 QS0878* NAD 83(1996) POSITION- 45 01 31.57884(N) 101 06 14.03904(W)   ADJUSTED
 QS0878  ______________________________________________________________________
 QS0878  GEOID HEIGHT    -        -21.542 (meters)                     GEOID18
 QS0878  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 QS0878  HORZ ORDER      -  THIRD
 QS0878
 QS0878.The horizontal coordinates were established by classical geodetic methods
 QS0878.and adjusted by the National Geodetic Survey in January 1998.
 QS0878
 QS0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0878.GEOID18 height accuracy estimate available here.
 QS0878
 QS0878.Click photographs - Photos may exist for this station.
 QS0878
 QS0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0878
 QS0878. The following values were computed from the NAD 83(1996) position.
 QS0878
 QS0878;                    North         East     Units Scale Factor Converg.
 QS0878;SPC SD N     -   133,062.634   513,007.507   MT  0.99993921   -0 46 52.6
 QS0878;SPC SD N     -   436,556.33  1,683,092.13   sFT  0.99993921   -0 46 52.6
 QS0878;UTM  14      - 4,987,929.545   334,253.888   MT  0.99993781   -1 29 19.2
 QS0878
 QS0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3425387929(NAD 83)
 QS0878
 QS0878                          SUPERSEDED SURVEY CONTROL
 QS0878
 QS0878  NAD 83(1986)-  45 01 31.57100(N)    101 06 14.03828(W) AD(       ) 3
 QS0878  NAD 27      -  45 01 31.64000(N)    101 06 12.50400(W) AD(       ) 3
 QS0878
 QS0878.Superseded values are not recommended for survey control.
 QS0878
 QS0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0878.See file dsdata.pdf to determine how the superseded data were derived.
 QS0878
 QS0878_MARKER: 65 = GRAIN ELEVATOR
 QS0878
 QS0878  HISTORY     - Date     Condition        Report By
 QS0878  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0878
 QS0878                          STATION DESCRIPTION
 QS0878
 QS0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0878'THE ELEVATOR IS IN THE SMALL VILLAGE OF PARADE.  IT IS A RED, WOODEN
 QS0878'BUILDING ABOUT 70 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP
 QS0878'CENTER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0881 ***********************************************************************
 QS0881  DESIGNATION -  PARADE NORTH BASE
 QS0881  PID         -  QS0881
 QS0881  STATE/COUNTY-  SD/DEWEY
 QS0881  COUNTRY     -  US
 QS0881  USGS QUAD   -  PARADE SW (2017)
 QS0881
 QS0881                         *CURRENT SURVEY CONTROL
 QS0881  ______________________________________________________________________
 QS0881* NAD 83(1996) POSITION- 45 06 17.26214(N) 101 09 33.53543(W)   ADJUSTED
 QS0881* NAVD 88 ORTHO HEIGHT -   719.71  (+/-2cm)     2361.2   (feet) VERTCON3
 QS0881  ______________________________________________________________________
 QS0881  GEOID HEIGHT    -        -21.450 (meters)                     GEOID18
 QS0881  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC18
 QS0881  HORZ ORDER      -  FIRST
 QS0881  VERT ORDER      -  THIRD ? (See Below)
 QS0881
 QS0881.The horizontal coordinates were established by classical geodetic methods
 QS0881.and adjusted by the National Geodetic Survey in January 1998.
 QS0881
 QS0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0881
 QS0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0881.GEOID18 height accuracy estimate available here.
 QS0881
 QS0881.The vertical order pertains to the NGVD 29 superseded value.
 QS0881
 QS0881.Click photographs - Photos may exist for this station.
 QS0881
 QS0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0881
 QS0881. The following values were computed from the NAD 83(1996) position.
 QS0881
 QS0881;                    North         East     Units Scale Factor Converg.
 QS0881;SPC SD N     -   141,941.362   508,767.064   MT  0.99993955   -0 49 13.8
 QS0881;SPC SD N     -   465,685.95  1,669,179.94   sFT  0.99993955   -0 49 13.8
 QS0881;UTM  14      - 4,996,860.089   330,123.522   MT  0.99995485   -1 31 48.1
 QS0881
 QS0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0881!SPC SD N     -   0.99989054  x   0.99993955  =   0.99983009
 QS0881!UTM  14      -   0.99989054  x   0.99995485  =   0.99984539
 QS0881
 QS0881:                Primary Azimuth Mark                     Grid Az
 QS0881:SPC SD N     -  PARADE NORTH BASE AZ MK                  182 16 23.1
 QS0881:UTM  14      -  PARADE NORTH BASE AZ MK                  182 58 57.4
 QS0881
 QS0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3012396860(NAD 83)
 QS0881
 QS0881|---------------------------------------------------------------------|
 QS0881| PID    Reference Object                     Distance      Geod. Az  |
 QS0881|                                                           dddmmss.s |
 QS0881| CQ8743 PARADE NORTH BASE AZ MK                            1812709.3 |
 QS0881| CQ8746 PARADE NORTH BASE RM 3 AZIMUTH                     1820100.7 |
 QS0881| CQ8747 PARADE NORTH BASE RM 4               25.785 METERS 18338     |
 QS0881| CQ8744 PARADE NORTH BASE RM 1               25.701 METERS 18341     |
 QS0881| CQ8745 PARADE NORTH BASE RM 2               13.559 METERS 31129     |
 QS0881|---------------------------------------------------------------------|
 QS0881
 QS0881                          SUPERSEDED SURVEY CONTROL
 QS0881
 QS0881  NAD 83(1986)-  45 06 17.25456(N)    101 09 33.53496(W) AD(       ) 1
 QS0881  NAD 27      -  45 06 17.32600(N)    101 09 31.99800(W) AD(       ) 1
 QS0881  NGVD 29             719.22   (m)         2359.6    (f) LEVELING    3  
 QS0881
 QS0881.Superseded values are not recommended for survey control.
 QS0881
 QS0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0881.See file dsdata.pdf to determine how the superseded data were derived.
 QS0881
 QS0881_MARKER: DS = TRIANGULATION STATION DISK
 QS0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0881_STAMPING: PARADE NORTH BASE 1945
 QS0881_MARK LOGO: CGS
 QS0881_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0881+STABILITY: SURFACE MOTION
 QS0881
 QS0881  HISTORY     - Date     Condition        Report By
 QS0881  HISTORY     - 1945     MONUMENTED       CGS
 QS0881  HISTORY     - 1973     GOOD             NGS
 QS0881
 QS0881                          STATION DESCRIPTION
 QS0881
 QS0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0881'THE STATION IS LOCATED ABOUT 8 MILES NE OF THE VILLAGE OF EAGLE
 QS0881'BUTTE AND 6 MILES NW OF THE SMALL VILLAGE OF PARADE.  IT IS ON THE
 QS0881'W SLOPE OF A SMALL HILL, E OF THE POINT WHERE STATE HIGHWAY 63
 QS0881'TURNS TO THE NW, AND DOWNHILL INTO THE VALLEY.  IT IS 52 FEET
 QS0881'E OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 63 AND 22 FEET
 QS0881'E OF A N-S FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QS0881'IS STAMPED PARADE NORTH BASE 1945.
 QS0881'
 QS0881'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 QS0881'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 QS0881'
 QS0881'REFERENCE MARK 1 IS 84.32 FEET SSW OF THE STATION, 30 FEET E OF
 QS0881'THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 63, AND 1 FOOT W OF A
 QS0881'N-S FENCE LINE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 QS0881'STAMPED PARADE NORTH BASE NO 1 1945.  IT IS A BRONZE REFERENCE
 QS0881'DISK SET IN THE TOP OF A CONCRETE POST.
 QS0881'
 QS0881'REFERENCE MARK 2 IS 44.48 FEET NW OF THE STATION, 26 FEET E OF
 QS0881'THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 63, AND 1-1/2
 QS0881'FEET W OF A N-S FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE
 QS0881'DISK IS STAMPED PARADE NORTH BASE NO 2 1945.  IT IS A BRONZE
 QS0881'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST.
 QS0881'
 QS0881'THE AZIMUTH MARK IS 0.4 MILE S OF THE STATION, ABOUT 20 FEET
 QS0881'HIGHER IN ELEVATION THAN THE HIGHWAY, 41 FEET W OF THE APPROXIMATE
 QS0881'CENTER LINE OF STATE HIGHWAY 63, AND 5 FEET N OF A STANDARD
 QS0881'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0881'PARADE NORTH BASE 1945.  IT IS A BRONZE AZIMUTH DISK SET IN
 QS0881'TOP OF A CONCRETE POST.
 QS0881'
 QS0881'TO REACH THE STATION FROM THE EAGLE BUTTE POST OFFICE, GO N ON
 QS0881'A GRAVELED ROAD FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 212,
 QS0881'THENCE TURN RIGHT ON HIGHWAY 212 AND GO E FOR 4.45 MILES TO THE
 QS0881'JUNCTION OF STATE HIGHWAY 63.  TURN LEFT ON HIGHWAY 63 AND GO
 QS0881'6.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 QS0881'ON N FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 QS0881'
 QS0881'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 QS0881
 QS0881                          STATION RECOVERY (1973)
 QS0881
 QS0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QS0881'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 QS0881'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 QS0881'DESTROYED, THE TOP OF THE MONUMENT WAS SHIRRED OFF APPARENTLY
 QS0881'BY A ROAD GRADER, THE DISK WAS NOT RECOVERED.  DUE TO NEW
 QS0881'HIGHWAY CONSTRUCTION THE AZIMUTH MARK WOULD SOON BE DESTROYED, A
 QS0881'NEW (AZIMUTH MARK) REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 QS0881'HOLE WAS DRILLED IN THE TOP OF THE REMAINING PART OF THE
 QS0881'MONUMENT FOR REFERENCE MARK NO. 1 AND WAS USED FOR REFERENCE
 QS0881'MARK NO. 4.
 QS0881'
 QS0881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QS0881'AND MAIN STREET AT THE NORTH EDGE OF EAGLE BUTTE, GO EAST ON
 QS0881'HIGHWAY 212 FOR 4.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 63
 QS0881'ON THE LEFT, TURN LEFT AND GO NORTH ON HIGHWAY 63 FOR 6.75 MILES
 QS0881'TO THE (AZ MK) REFERENCE MARK NO. 3 ON THE LEFT AS DESCRIBED,
 QS0881'CONTINUE NORTH ON THE HIGHWAY FOR 0.25 MILE TO THE TOP OF THE
 QS0881'NEXT SMALL HILL AND THE STATION AS DESCRIBED.
 QS0881'
 QS0881'THE STATION MARK IS A STANDARD DISK STAMPED PARADE NORTH BASE
 QS0881'1945, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QS0881'4-INCHES.  IT IS 390 FEET EAST OF THE CENTER OF NEW HIGHWAY 63,
 QS0881'52 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 50 FEET SOUTH OF
 QS0881'THE CENTER OF A FIELD ENTRANCE, IN A FENCE LINE, AND 1.9 FEET
 QS0881'NORTH OF A METAL WITNESS POST.
 QS0881'
 QS0881'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PARADE NORTH
 QS0881'BASE NO 2 1945, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QS0881'12-INCHES.  IT IS AT THE SOUTH EDGE OF A FIELD ENTRANCE, 370
 QS0881'FEET EAST OF THE CENTER OF THE NEW ROAD, AND 30 FEET EAST OF
 QS0881'THE CENTER OF THE OLD ROAD.
 QS0881'
 QS0881'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED PARADE NORTH
 QS0881'BASE 1945 NO 4 1973, SET IN A DRILL HOLE IN THE TOP OF A
 QS0881'CONCRETE MONUMENT.  IT IS 360 FEET EAST OF THE CENTER OF THE
 QS0881'NEW ROAD, 32 FEET EAST OF THE CENTER OF THE OLD ROAD, AND 1.6
 QS0881'FEET NORTH OF A METAL WITNESS POST.
 QS0881'
 QS0881'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED PARADE NORTH
 QS0881'BASE 1945 NO 3 1973, SET IN A ROUND CONCRETE MONUMENT WHICH
 QS0881'PROJECTS 6-INCHES.  IT IS 146 FEET EAST OF THE CENTER OF THE NEW
 QS0881'ROAD, 31 FEET WEST OF THE CENTER OF THE OLD ROAD, 1.8 FEET
 QS0881'NORTH OF A METAL WITNESS POST, AT STATE HIGHWAY STATION NO. 539,
 QS0881'ON THE SOUTH SLOPE OF THE FIRST KNOLL SOUTH OF THE STATION.
 QS0881'
 QS0881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 QS0881'NE OF EAGLE BUTTE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0882 ***********************************************************************
 QS0882  DESIGNATION -  PARADE SOUTH BASE
 QS0882  PID         -  QS0882
 QS0882  STATE/COUNTY-  SD/DEWEY
 QS0882  COUNTRY     -  US
 QS0882  USGS QUAD   -  PARADE SW (2017)
 QS0882
 QS0882                         *CURRENT SURVEY CONTROL
 QS0882  ______________________________________________________________________
 QS0882* NAD 83(1996) POSITION- 45 00 12.60926(N) 101 09 33.60901(W)   ADJUSTED
 QS0882* NAVD 88 ORTHO HEIGHT -   737.499 (meters)     2419.61  (feet) ADJUSTED
 QS0882  ______________________________________________________________________
 QS0882  GEOID HEIGHT    -        -21.432 (meters)                     GEOID18
 QS0882  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 QS0882  DYNAMIC HEIGHT  -        737.352 (meters)     2419.13  (feet) COMP
 QS0882  MODELED GRAVITY -    980,393.0   (mgal)                       NAVD 88
 QS0882
 QS0882  HORZ ORDER      -  FIRST
 QS0882  VERT ORDER      -  FIRST     CLASS II
 QS0882
 QS0882.The horizontal coordinates were established by classical geodetic methods
 QS0882.and adjusted by the National Geodetic Survey in January 1998.
 QS0882
 QS0882.The orthometric height was determined by differential leveling and
 QS0882.adjusted by the NATIONAL GEODETIC SURVEY
 QS0882.in July 1998.
 QS0882
 QS0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0882.GEOID18 height accuracy estimate available here.
 QS0882
 QS0882.Click photographs - Photos may exist for this station.
 QS0882
 QS0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0882
 QS0882.The dynamic height is computed by dividing the NAVD 88
 QS0882.geopotential number by the normal gravity value computed on the
 QS0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0882.degrees latitude (g = 980.6199 gals.).
 QS0882
 QS0882.The modeled gravity was interpolated from observed gravity values.
 QS0882
 QS0882. The following values were computed from the NAD 83(1996) position.
 QS0882
 QS0882;                    North         East     Units Scale Factor Converg.
 QS0882;SPC SD N     -   130,686.304   508,604.266   MT  0.99993946   -0 49 13.8
 QS0882;SPC SD N     -   428,759.98  1,668,645.83   sFT  0.99993946   -0 49 13.8
 QS0882;UTM  14      - 4,985,607.721   329,821.621   MT  0.99995612   -1 31 38.4
 QS0882
 QS0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0882!SPC SD N     -   0.99988774  x   0.99993946  =   0.99982721
 QS0882!UTM  14      -   0.99988774  x   0.99995612  =   0.99984387
 QS0882
 QS0882:                Primary Azimuth Mark                     Grid Az
 QS0882:SPC SD N     -  PARADE SOUTH BASE AZ MK                  002 56 29.6
 QS0882:UTM  14      -  PARADE SOUTH BASE AZ MK                  003 38 54.2
 QS0882
 QS0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2982185607(NAD 83)
 QS0882
 QS0882|---------------------------------------------------------------------|
 QS0882| PID    Reference Object                     Distance      Geod. Az  |
 QS0882|                                                           dddmmss.s |
 QS0882| AE3126 PARADE SOUTH BASE AZ MK                            0020715.8 |
 QS0882| AC6353 PARADE SOUTH BASE RM 1               23.352 METERS 07102     |
 QS0882| AC6352 PARADE SOUTH BASE RM 2                7.278 METERS 29559     |
 QS0882|---------------------------------------------------------------------|
 QS0882
 QS0882                          SUPERSEDED SURVEY CONTROL
 QS0882
 QS0882  NAD 83(1986)-  45 00 12.60173(N)    101 09 33.60845(W) AD(       ) 1
 QS0882  NAD 27      -  45 00 12.67300(N)    101 09 32.07300(W) AD(       ) 1
 QS0882  NGVD 29 (07/19/86)  737.     (m)         2418.     (f) VERT ANG       
 QS0882
 QS0882.Superseded values are not recommended for survey control.
 QS0882
 QS0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0882.See file dsdata.pdf to determine how the superseded data were derived.
 QS0882
 QS0882_MARKER: DS = TRIANGULATION STATION DISK
 QS0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0882_STAMPING: PARADE SOUTH BASE 1945
 QS0882_MARK LOGO: CGS
 QS0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0882+STABILITY: SURFACE MOTION
 QS0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0882+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0882
 QS0882  HISTORY     - Date     Condition        Report By
 QS0882  HISTORY     - 1945     MONUMENTED       CGS
 QS0882  HISTORY     - 1954     GOOD             CGS
 QS0882  HISTORY     - 19960425 GOOD             NGS
 QS0882  HISTORY     - 20120712 GOOD             INDIV
 QS0882
 QS0882                          STATION DESCRIPTION
 QS0882
 QS0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0882'THE STATION IS LOCATED ABOUT 4.5 MILES E OF THE VILLAGE OF EAGLE
 QS0882'BUTTE AND 3 MILES SW OF THE SMALL VILLAGE OF PARADE.  IT IS ON
 QS0882'THE E SLOPE OF A LOW HILL AND IN PASTURE LAND, 0.3 MILE S OF
 QS0882'U.S. HIGHWAY 212, ABOUT 0.3 MILE SSW OF THE INTERSECTION OF
 QS0882'HIGHWAY 212 AND STATE HIGHWAY 63, AND 14 FEET SE OF A STANDARD
 QS0882'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QS0882'STAMPED PARADE SOUTH BASE 1945.
 QS0882'
 QS0882'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 QS0882'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 QS0882'CONCRETE.
 QS0882'
 QS0882'REFERENCE MARK 1 IS 76.62 FEET NE OF THE STATION AND ABOUT 4
 QS0882'FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 QS0882'PROJECTS 3 INCHES AND THE DISK IS STAMPED PARADE SOUTH BASE NO
 QS0882'1 1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 QS0882'POST.
 QS0882'
 QS0882'REFERENCE MARK 2 IS 23.88 FEET W OF THE STATION AND 11 FEET
 QS0882'WSW OF A STANDARD WITNESS POST.  IT IS ABOUT 1-1/2 FEET HIGHER
 QS0882'IN ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 3 INCHES
 QS0882'AND THE DISK IS STAMPED PARADE SOUTH BASE NO 2 1945.  IT IS A
 QS0882'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 QS0882'
 QS0882'THE AZIMUTH MARK IS 0.3 MILE N OF THE STATION, 61 FEET S OF THE
 QS0882'APPROXIMATE CENTER LINE OF U.S. HIGHWAY 212, AND ON THE N EDGE
 QS0882'OF A HAY MEADOW.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QS0882'STAMPED PARADE SOUTH BASE 1945.  IT IS A BRONZE AZIMUTH MARK SET
 QS0882'IN TOP OF A CONCRETE POST.
 QS0882'
 QS0882'TO REACH THE STATION FROM THE EAGLE BUTTE POST OFFICE, GO N ON
 QS0882'A GRAVELED ROAD FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 QS0882'212, THENCE RIGHT ON HIGHWAY 212 FOR 4.4 MILES TO THE AZIMUTH
 QS0882'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON E FOR 0.05 MILE TO
 QS0882'THE JUNCTION OF STATE HIGHWAY 63, THENCE TURN RIGHT ACROSS
 QS0882'PASTURE LAND FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 QS0882'
 QS0882'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 QS0882
 QS0882                          STATION RECOVERY (1954)
 QS0882
 QS0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QS0882'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 QS0882'BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 QS0882
 QS0882                          STATION RECOVERY (1996)
 QS0882
 QS0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0882'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0882'MAIN STREET IN EAGLE BUTTE, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A
 QS0882'TRACK ROAD, 139.3 M (457.0 FT) WEST OF THE ROAD CENTER, 23.3 M (76.4
 QS0882'FT) SOUTHWEST OF REFERENCE MARK 1, 7.2 M (23.6 FT) EAST OF REFERENCE
 QS0882'MARK 2, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 QS0882'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QS0882'IS ON PROPERTY OWNED BY PAT SCHREMPP, BOX 752, EAGLE BUTTE, SD 57625,
 QS0882'TELEPHONE NUMBER (605) 964-3244.
 QS0882
 QS0882                          STATION RECOVERY (2012)
 QS0882
 QS0882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6353 ***********************************************************************
 AC6353  DESIGNATION -  PARADE SOUTH BASE RM 1
 AC6353  PID         -  AC6353
 AC6353  STATE/COUNTY-  SD/DEWEY
 AC6353  COUNTRY     -  US
 AC6353  USGS QUAD   -  PARADE SW (2017)
 AC6353
 AC6353                         *CURRENT SURVEY CONTROL
 AC6353  ______________________________________________________________________
 AC6353* NAD 83(1986) POSITION- 45 00 12.86   (N) 101 09 32.60   (W)   HD_HELD1
 AC6353* NAVD 88 ORTHO HEIGHT -   736.633 (meters)     2416.77  (feet) ADJUSTED
 AC6353  ______________________________________________________________________
 AC6353  GEOID HEIGHT    -        -21.433 (meters)                     GEOID18
 AC6353  DYNAMIC HEIGHT  -        736.486 (meters)     2416.29  (feet) COMP
 AC6353  MODELED GRAVITY -    980,393.0   (mgal)                       NAVD 88
 AC6353
 AC6353  VERT ORDER      -  FIRST     CLASS II
 AC6353
 AC6353.The horizontal coordinates were determined by differentially corrected
 AC6353.hand held GPS observations or other comparable positioning techniques
 AC6353.and have an estimated accuracy of +/- 3 meters.
 AC6353
 AC6353.The orthometric height was determined by differential leveling and
 AC6353.adjusted by the NATIONAL GEODETIC SURVEY
 AC6353.in July 1998.
 AC6353
 AC6353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6353.GEOID18 height accuracy estimate available here.
 AC6353
 AC6353.Click photographs - Photos may exist for this station.
 AC6353
 AC6353.The dynamic height is computed by dividing the NAVD 88
 AC6353.geopotential number by the normal gravity value computed on the
 AC6353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6353.degrees latitude (g = 980.6199 gals.).
 AC6353
 AC6353.The modeled gravity was interpolated from observed gravity values.
 AC6353
 AC6353;                    North         East    Units  Estimated Accuracy
 AC6353;SPC SD N     -   130,693.7     508,626.5     MT  (+/- 3 meters HH1 GPS) 
 AC6353
 AC6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2984385614(NAD 83)
 AC6353
 AC6353                          SUPERSEDED SURVEY CONTROL
 AC6353
 AC6353.No superseded survey control is available for this station.
 AC6353
 AC6353_MARKER: DR = REFERENCE MARK DISK
 AC6353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6353_STAMPING: PARADE SOUTH BASE NO 1 1945
 AC6353_MARK LOGO: CGS
 AC6353_PROJECTION: FLUSH
 AC6353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6353+STABILITY: SURFACE MOTION
 AC6353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6353+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AC6353
 AC6353  HISTORY     - Date     Condition        Report By
 AC6353  HISTORY     - 1945     MONUMENTED       CGS
 AC6353  HISTORY     - 19960425 GOOD             NGS
 AC6353  HISTORY     - 20120711 GOOD             INDIV
 AC6353
 AC6353                          STATION DESCRIPTION
 AC6353
 AC6353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6353'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC6353'MAIN STREET IN EAGLE BUTTE, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A
 AC6353'TRACK ROAD, 116.0 M (380.6 FT) WEST OF THE ROAD CENTER, 23.3 M (76.4
 AC6353'FT) NORTHEAST OF TRIANGULATION STATION PARADE SOUTH BASE, 0.3 M (1.0
 AC6353'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC6353'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY PAT SCHREMPP, BOX
 AC6353'752, EAGLE BUTTE, SD 57625, TELEPHONE NUMBER (605) 964-3244.
 AC6353
 AC6353                          STATION RECOVERY (2012)
 AC6353
 AC6353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC6353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6352 ***********************************************************************
 AC6352  DESIGNATION -  PARADE SOUTH BASE RM 2
 AC6352  PID         -  AC6352
 AC6352  STATE/COUNTY-  SD/DEWEY
 AC6352  COUNTRY     -  US
 AC6352  USGS QUAD   -  PARADE SW (2017)
 AC6352
 AC6352                         *CURRENT SURVEY CONTROL
 AC6352  ______________________________________________________________________
 AC6352* NAD 83(1986) POSITION- 45 00 12.71   (N) 101 09 33.91   (W)   HD_HELD1
 AC6352* NAVD 88 ORTHO HEIGHT -   737.709 (meters)     2420.30  (feet) ADJUSTED
 AC6352  ______________________________________________________________________
 AC6352  GEOID HEIGHT    -        -21.432 (meters)                     GEOID18
 AC6352  DYNAMIC HEIGHT  -        737.562 (meters)     2419.82  (feet) COMP
 AC6352  MODELED GRAVITY -    980,393.1   (mgal)                       NAVD 88
 AC6352
 AC6352  VERT ORDER      -  FIRST     CLASS II
 AC6352
 AC6352.The horizontal coordinates were determined by differentially corrected
 AC6352.hand held GPS observations or other comparable positioning techniques
 AC6352.and have an estimated accuracy of +/- 3 meters.
 AC6352
 AC6352.The orthometric height was determined by differential leveling and
 AC6352.adjusted by the NATIONAL GEODETIC SURVEY
 AC6352.in July 1998.
 AC6352
 AC6352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6352.GEOID18 height accuracy estimate available here.
 AC6352
 AC6352.Click photographs - Photos may exist for this station.
 AC6352
 AC6352.The dynamic height is computed by dividing the NAVD 88
 AC6352.geopotential number by the normal gravity value computed on the
 AC6352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6352.degrees latitude (g = 980.6199 gals.).
 AC6352
 AC6352.The modeled gravity was interpolated from observed gravity values.
 AC6352
 AC6352;                    North         East    Units  Estimated Accuracy
 AC6352;SPC SD N     -   130,689.5     508,597.7     MT  (+/- 3 meters HH1 GPS) 
 AC6352
 AC6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2981585611(NAD 83)
 AC6352
 AC6352                          SUPERSEDED SURVEY CONTROL
 AC6352
 AC6352.No superseded survey control is available for this station.
 AC6352
 AC6352_MARKER: DR = REFERENCE MARK DISK
 AC6352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6352_STAMPING: PARADE SOUTH BASE NO 2 1945
 AC6352_MARK LOGO: CGS
 AC6352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6352+STABILITY: SURFACE MOTION
 AC6352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6352+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AC6352
 AC6352  HISTORY     - Date     Condition        Report By
 AC6352  HISTORY     - 1945     MONUMENTED       CGS
 AC6352  HISTORY     - 19960425 GOOD             NGS
 AC6352  HISTORY     - 20120711 GOOD             INDIV
 AC6352
 AC6352                          STATION DESCRIPTION
 AC6352
 AC6352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6352'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AC6352'MAIN STREET IN EAGLE BUTTE, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A
 AC6352'TRACK ROAD, 145.0 M (475.7 FT) WEST OF THE ROAD CENTER, 7.2 M (23.6
 AC6352'FT) WEST OF TRIANGULATION STATION PARADE SOUTH BASE, 0.3 M (1.0 FT)
 AC6352'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC6352'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AC6352'PAT SCHREMPP, BOX 752, EAGLE BUTTE, SD 57625, TELEPHONE NUMBER (605)
 AC6352'964-3244.
 AC6352
 AC6352                          STATION RECOVERY (2012)
 AC6352
 AC6352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC6352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1101 ***********************************************************************
 PT1101  DESIGNATION -  PARADEE
 PT1101  PID         -  PT1101
 PT1101  STATE/COUNTY-  SD/DEWEY
 PT1101  COUNTRY     -  US
 PT1101  USGS QUAD   -  HERBERT CREEK SE (2017)
 PT1101
 PT1101                         *CURRENT SURVEY CONTROL
 PT1101  ______________________________________________________________________
 PT1101* NAD 83(1996) POSITION- 44 47 17.33337(N) 101 00 47.55048(W)   ADJUSTED
 PT1101* NAVD 88 ORTHO HEIGHT -   594.77  (+/-2cm)     1951.3   (feet) VERTCON3
 PT1101  ______________________________________________________________________
 PT1101  GEOID HEIGHT    -        -21.827 (meters)                     GEOID18
 PT1101  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 PT1101  HORZ ORDER      -  SECOND
 PT1101  VERT ORDER      -  THIRD ? (See Below)
 PT1101
 PT1101.The horizontal coordinates were established by classical geodetic methods
 PT1101.and adjusted by the National Geodetic Survey in January 1998.
 PT1101
 PT1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1101
 PT1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1101.GEOID18 height accuracy estimate available here.
 PT1101
 PT1101.The vertical order pertains to the NGVD 29 superseded value.
 PT1101
 PT1101.Click photographs - Photos may exist for this station.
 PT1101
 PT1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1101
 PT1101. The following values were computed from the NAD 83(1996) position.
 PT1101
 PT1101;                    North         East     Units Scale Factor Converg.
 PT1101;SPC SD N     -   106,602.679   519,824.008   MT  0.99994960   -0 43 01.5
 PT1101;SPC SD N     -   349,745.62  1,705,455.93   sFT  0.99994960   -0 43 01.5
 PT1101;SPC SD S     -   272,954.700   546,191.186   MT  1.00011595   -0 28 08.4
 PT1101;SPC SD S     -   895,518.88  1,791,962.25   sFT  1.00011595   -0 28 08.4
 PT1101;UTM  14      - 4,961,388.272   340,744.459   MT  0.99991188   -1 25 06.9
 PT1101
 PT1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1101!SPC SD N     -   0.99991018  x   0.99994960  =   0.99985978
 PT1101!SPC SD S     -   0.99991018  x   1.00011595  =   1.00002612
 PT1101!UTM  14      -   0.99991018  x   0.99991188  =   0.99982206
 PT1101
 PT1101:                Primary Azimuth Mark                     Grid Az
 PT1101:SPC SD N     -  PARADEE AZ MK                            317 21 15.7
 PT1101:SPC SD S     -  PARADEE AZ MK                            317 06 22.6
 PT1101:UTM  14      -  PARADEE AZ MK                            318 03 21.1
 PT1101
 PT1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4074461388(NAD 83)
 PT1101
 PT1101|---------------------------------------------------------------------|
 PT1101| PID    Reference Object                     Distance      Geod. Az  |
 PT1101|                                                           dddmmss.s |
 PT1101| CQ4548 PARADEE RM 1                         16.203 METERS 02634     |
 PT1101| CQ4549 PARADEE RM 2                         19.392 METERS 13051     |
 PT1101| CQ4547 PARADEE AZ MK                                      3163814.2 |
 PT1101|---------------------------------------------------------------------|
 PT1101
 PT1101                          SUPERSEDED SURVEY CONTROL
 PT1101
 PT1101  NAD 83(1986)-  44 47 17.32675(N)    101 00 47.55163(W) AD(       ) 2
 PT1101  NAD 27      -  44 47 17.38700(N)    101 00 46.01300(W) AD(       ) 2
 PT1101  NGVD 29             594.35   (m)         1950.0    (f) LEVELING    3  
 PT1101
 PT1101.Superseded values are not recommended for survey control.
 PT1101
 PT1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1101.See file dsdata.pdf to determine how the superseded data were derived.
 PT1101
 PT1101_MARKER: DB = BENCH MARK DISK
 PT1101_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT1101_STAMPING: PARADEE 1946
 PT1101_MARK LOGO: USGS
 PT1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1101
 PT1101  HISTORY     - Date     Condition        Report By
 PT1101  HISTORY     - 1946     MONUMENTED       USGS
 PT1101
 PT1101                          STATION DESCRIPTION
 PT1101
 PT1101'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 PT1101'THE STATION IS 17 MILES SOUTHEAST OF EAGLE BUTTE, 16 MILES
 PT1101'SOUTH-SOUTHEAST OF PARADE, 4 MILES NORTH OF THE CHEYENNE RIVER,
 PT1101'IN SECTION 36, T 10 N, R 25 E, ON THE CHEYENNE RIVER INDIAN
 PT1101'RESERVATION, 14 FEET WEST OF CENTER OF A TRACK ROAD, AND 8
 PT1101'FEET SOUTH OF A WITNESS POST.
 PT1101'
 PT1101'TO REACH THE STATION FROM THE RAILROAD STATION IN PARADE, GO
 PT1101'WEST ON U.S. HIGHWAY 212 FOR 2.9 MILES TO A REVERSE Y, TURN
 PT1101'SHARP LEFT AND GO EAST FOR 0.9 MILE TO A FARM HOUSE, TURN RIGHT
 PT1101'AND GO SOUTH ON TRACK ROAD FOR 0.2 MILE TO A WIRE GATE, PASS
 PT1101'THROUGH GATE, TURN LEFT, AND GO EAST ALONG SOUTH SIDE OF
 PT1101'FENCE FOR 0.5 MILE, TURN RIGHT AND GO SOUTH ON TRACK ROAD
 PT1101'FOR 0.8 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 PT1101'SOUTH FOR 2.6 MILES TO A WIRE GATE, PASS THROUGH GATE AND
 PT1101'CONTINUE SOUTH ON MAIN TRACK ROAD FOR 7.3 MILES TO A FORK,
 PT1101'BEAR RIGHT AND GO 2.65 MILES TO A WIRE GATE, PASS THROUGH
 PT1101'GATE AND GO 2.65 MILES TO AZIMUTH MARK ON LEFT, CONTINUE
 PT1101'SOUTH FOR 1.2 MILES TO TOP OF RIDGE AND STATION ON
 PT1101'RIGHT.
 PT1101'
 PT1101'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN
 PT1101'THE TOP OF A 6 X 6 INCH CONCRETE POST.  THE MARK PROJECTS 10
 PT1101'INCHES, AND THE DISK IS STAMPED PARADEE 1946.
 PT1101'
 PT1101'REFERENCE MARK 1 IS 26 FEET EAST OF CENTER OF TRACK ROAD.  THE
 PT1101'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED PARADEE USGS
 PT1101'NO 1 1952.
 PT1101'
 PT1101'REFERENCE MARK 2 IS 64 FEET EAST-SOUTHEAST OF A WITNESS POST.
 PT1101'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED PARADEE USGS
 PT1101'NO 2 1952.
 PT1101'
 PT1101'THE AZIMUTH MARK IS 96 FEET EAST OF CENTER OF TRACK ROAD AND
 PT1101'7 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 PT1101'AND THE DISK IS STAMPED PARADEE USGS 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0948 ***********************************************************************
 QS0948  DESIGNATION -  PARIS
 QS0948  PID         -  QS0948
 QS0948  STATE/COUNTY-  SD/CORSON
 QS0948  COUNTRY     -  US
 QS0948  USGS QUAD   -  THUNDER HAWK SW (2017)
 QS0948
 QS0948                         *CURRENT SURVEY CONTROL
 QS0948  ______________________________________________________________________
 QS0948* NAD 83(1996) POSITION- 45 48 35.02498(N) 101 57 44.11449(W)   ADJUSTED
 QS0948* NAVD 88 ORTHO HEIGHT -   777.0   (meters)     2549.    (feet) VERTCON3
 QS0948  ______________________________________________________________________
 QS0948  GEOID HEIGHT    -        -19.423 (meters)                     GEOID18
 QS0948  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 QS0948  HORZ ORDER      -  FIRST
 QS0948
 QS0948.The horizontal coordinates were established by classical geodetic methods
 QS0948.and adjusted by the National Geodetic Survey in January 1998.
 QS0948
 QS0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0948
 QS0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0948.GEOID18 height accuracy estimate available here.
 QS0948
 QS0948.Click photographs - Photos may exist for this station.
 QS0948
 QS0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0948
 QS0948. The following values were computed from the NAD 83(1996) position.
 QS0948
 QS0948;                    North         East     Units Scale Factor Converg.
 QS0948;SPC SD N     -   221,481.103   447,487.995   MT  1.00002685   -1 23 19.5
 QS0948;SPC SD N     -   726,642.59  1,468,133.53   sFT  1.00002685   -1 23 19.5
 QS0948;UTM  14      - 5,077,175.419   269,843.644   MT  1.00025128   -2 07 29.8
 QS0948;UTM  13      - 5,077,395.826   736,021.656   MT  1.00028490   +2 10 45.0
 QS0948
 QS0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0948!SPC SD N     -   0.99988125  x   1.00002685  =   0.99990810
 QS0948!UTM  14      -   0.99988125  x   1.00025128  =   1.00013250
 QS0948!UTM  13      -   0.99988125  x   1.00028490  =   1.00016612
 QS0948
 QS0948:                Primary Azimuth Mark                     Grid Az
 QS0948:SPC SD N     -  GRAND VALLEY                             128 54 08.4
 QS0948:UTM  14      -  GRAND VALLEY                             129 38 18.7
 QS0948:UTM  13      -  GRAND VALLEY                             125 20 03.9
 QS0948
 QS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR6984377175(NAD 83)
 QS0948
 QS0948|---------------------------------------------------------------------|
 QS0948| PID    Reference Object                     Distance      Geod. Az  |
 QS0948|                                                           dddmmss.s |
 QS0948| CQ8749 PARIS RM 1                           11.380 METERS 03754     |
 QS0948| QS0938 GRAND VALLEY                        APPROX.11.5 KM 1273048.9 |
 QS0948| CQ8748 PARIS AZ MK                                        2903048.5 |
 QS0948| CQ8750 PARIS RM 2                           14.081 METERS 29932     |
 QS0948|---------------------------------------------------------------------|
 QS0948
 QS0948                          SUPERSEDED SURVEY CONTROL
 QS0948
 QS0948  NAD 83(1986)-  45 48 35.01651(N)    101 57 44.11202(W) AD(       ) 1
 QS0948  NAD 27      -  45 48 35.02500(N)    101 57 42.59600(W) AD(       ) 1
 QS0948  NGVD 29 (07/19/86)  776.5    (m)         2548.     (f) VERT ANG       
 QS0948
 QS0948.Superseded values are not recommended for survey control.
 QS0948
 QS0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0948.See file dsdata.pdf to determine how the superseded data were derived.
 QS0948
 QS0948_MARKER: DS = TRIANGULATION STATION DISK
 QS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0948_STAMPING: PARIS 1951
 QS0948_MARK LOGO: CGS
 QS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0948+STABILITY: SURFACE MOTION
 QS0948
 QS0948  HISTORY     - Date     Condition        Report By
 QS0948  HISTORY     - 1951     MONUMENTED       CGS
 QS0948  HISTORY     - 1972     GOOD             USGS
 QS0948
 QS0948                          STATION DESCRIPTION
 QS0948
 QS0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0948'THE STATION IS LOCATED ON A HIGH PROMINENT HILL, ABOUT
 QS0948'8-3/4 MILES SOUTH AND 3/4 MILE EAST OF THUNDER HAWK, 8-1/4
 QS0948'MILES SOUTH AND 7 MILES WEST OF KELDRON, AND ON LAND OWNED
 QS0948'BY MR. G.T. HOLZWORTH.
 QS0948'
 QS0948'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THUNDER HAWK,
 QS0948'GO SOUTH ON THE MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF
 QS0948'U.S. HIGHWAY 12, TURN LEFT, EAST, AND GO ON THE HIGHWAY FOR
 QS0948'0.2 MILE TO A CROSS ROAD.  TURN RIGHT, SOUTH, AND FOLLOW THE
 QS0948'MAIN GRAVELED ROAD FOR 7.25 MILES TO A CROSSROADS WHERE THE
 QS0948'MAIN TRAVELED ROAD TURNS EAST, AND A DIRT ROAD CONTINUES
 QS0948'SOUTH.  CONTINUE STRAIGHT AHEAD ON THE MAIN DIRT ROAD FOR
 QS0948'1.35 MILES TO THE TOP OF A GRADE.  CONTINUE SOUTHERLY FOR
 QS0948'0.2 MILE TO A DIM TRACK ROAD ON THE LEFT, AND THE AZIMUTH
 QS0948'MARK AS DESCRIBED.  TURN LEFT, EAST, AND FOLLOW THE DIM
 QS0948'TRACK ROAD FOR 0.3 MILE, LEAVE TRACK ROAD AND GO SOUTHEAST
 QS0948'ACROSS PASTURE LAND FOR 0.15 MILE TO THE HIGHEST POINT OF
 QS0948'A HILL AND THE STATION AS DESCRIBED.
 QS0948'
 QS0948'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0948'PARIS 1951.
 QS0948'
 QS0948'REFERENCE MARK NO. 1 PROJECTS 2 INCHES, AND THE DISK IS
 QS0948'STAMPED PARIS NO 1 1951.
 QS0948'
 QS0948'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS
 QS0948'STAMPED PARIS NO 2 1951.
 QS0948'
 QS0948'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF THE DIRT
 QS0948'ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DIM
 QS0948'TRACK ROAD, AND 3 FEET EAST OF A OLD WIRE FENCE.  THE MARK
 QS0948'PROJECTS 4 INCHES, AND THE DISK IS STAMPED PARIS 1951.
 QS0948'
 QS0948'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH
 QS0948'CONCRETE CYLINDERS.
 QS0948
 QS0948                          STATION RECOVERY (1972)
 QS0948
 QS0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0948'THE STATION, RM 1 AND RM 1 WERE FOUND IN GOOD CONDITION.
 QS0948'THE AZIMUTH MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0817 ***********************************************************************
 OQ0817  DESIGNATION -  PARK
 OQ0817  PID         -  OQ0817
 OQ0817  STATE/COUNTY-  SD/MINNEHAHA
 OQ0817  COUNTRY     -  US
 OQ0817  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0817
 OQ0817                         *CURRENT SURVEY CONTROL
 OQ0817  ______________________________________________________________________
 OQ0817* NAD 83(1996) POSITION- 43 34 27.22712(N) 096 42 42.44206(W)   ADJUSTED
 OQ0817* NAD 83(1996) ELLIP HT-   425.065 (meters)        (06/15/04)   ADJUSTED
 OQ0817* NAVD 88 ORTHO HEIGHT -   451.4   (meters)     1481.    (feet) VERTCON3
 OQ0817  ______________________________________________________________________
 OQ0817  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OQ0817  NAD 83(1996) X  -   -540,958.646 (meters)                     COMP
 OQ0817  NAD 83(1996) Y  - -4,596,798.443 (meters)                     COMP
 OQ0817  NAD 83(1996) Z  -  4,374,233.362 (meters)                     COMP
 OQ0817  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 OQ0817  HORZ ORDER      -  FIRST
 OQ0817  ELLP ORDER      -  FOURTH    CLASS I
 OQ0817
 OQ0817.The horizontal coordinates were established by classical geodetic methods
 OQ0817.and adjusted by the National Geodetic Survey in January 1998.
 OQ0817
 OQ0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0817
 OQ0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0817.GEOID18 height accuracy estimate available here.
 OQ0817
 OQ0817.Click photographs - Photos may exist for this station.
 OQ0817
 OQ0817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0817
 OQ0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0817
 OQ0817.The ellipsoidal height was determined by GPS observations
 OQ0817.and is referenced to NAD 83.
 OQ0817
 OQ0817. The following values were computed from the NAD 83(1996) position.
 OQ0817
 OQ0817;                    North         East     Units Scale Factor Converg.
 OQ0817;SPC SD S     -   144,228.841   892,419.523   MT  0.99990717   +2 29 54.0
 OQ0817;SPC SD S     -   473,190.79  2,927,879.72   sFT  0.99990717   +2 29 54.0
 OQ0817;UTM  14      - 4,827,129.061   684,764.582   MT  1.00001993   +1 34 39.7
 OQ0817
 OQ0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0817!SPC SD S     -   0.99993335  x   0.99990717  =   0.99984052
 OQ0817!UTM  14      -   0.99993335  x   1.00001993  =   0.99995328
 OQ0817
 OQ0817:                Primary Azimuth Mark                     Grid Az
 OQ0817:SPC SD S     -  SIOUX FALLS ST JOSEPHS S SPIRE           215 18 22.0
 OQ0817:UTM  14      -  SIOUX FALLS ST JOSEPHS S SPIRE           216 13 36.3
 OQ0817
 OQ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8476427129(NAD 83)
 OQ0817
 OQ0817|---------------------------------------------------------------------|
 OQ0817| PID    Reference Object                     Distance      Geod. Az  |
 OQ0817|                                                           dddmmss.s |
 OQ0817| CO3428 PARK RM 1                            29.840 METERS 13248     |
 OQ0817| OQ0814 SIOUX FALLS LEWIS AVE MUN TANK      APPROX. 3.2 KM 1642003.5 |
 OQ0817| CO3430 PARK RM 3                             8.375 METERS 16837     |
 OQ0817| OQ0776 SIOUX FALLS WASHINGTON HS STK       APPROX. 3.7 KM 2024711.5 |
 OQ0817| OQ0777 SIOUX FALLS MENLO AVE TANK          APPROX. 5.0 KM 2064407.8 |
 OQ0817| OQ0804 SIOUX FALLS COURTHOUSE              APPROX. 2.9 KM 2081505.8 |
 OQ0817| OQ0833 SIOUX FALLS VA HOSPITAL TANK        APPROX. 6.1 KM 2171859.0 |
 OQ0817| OQ0788 SIOUX FALLS ST JOSEPHS S SPIRE      APPROX. 3.0 KM 2174816.0 |
 OQ0817| OQ0784 SIOUX FALLS ST JOSEPHS N SPIRE      APPROX. 3.0 KM 2180111.1 |
 OQ0817| OQ0797 SIOUX FALLS MAIN AVE TANK           APPROX. 2.1 KM 2180449.2 |
 OQ0817| OQ0793 SIOUX FALLS HAWTHORNE SCH STK       APPROX. 2.8 KM 2183520.8 |
 OQ0817| OQ0781 SIOUX FALLS ST JOSEPHS SCH STK      APPROX. 3.0 KM 2190404.7 |
 OQ0817| OQ0787 SIOUX FALLS MUN STANDPIPE           APPROX. 3.1 KM 2225634.8 |
 OQ0817| OQ0832 SIOUX FALLS UNION PACK CO STK       APPROX. 7.8 KM 2244851.6 |
 OQ0817| OQ0808 SIOUX FALLS PENITENT SHORT STK      APPROX. 1.3 KM 2324631.4 |
 OQ0817| CO3427 PARK AZ MK                                         2350339.2 |
 OQ0817| OQ0786 SIOUX FALLS PENITENT TALL STK       APPROX. 1.3 KM 2351730.4 |
 OQ0817| OQ0830 SIOUX FALLS RAD STA KISD MAST       APPROX. 6.7 KM 2390433.8 |
 OQ0817| CO3429 PARK RM 2                            48.089 METERS 24525     |
 OQ0817| OQ0836 WEST SIOUX FALLS GREENHSE STK       APPROX. 4.6 KM 2472538.3 |
 OQ0817| OQ0803 SIOUX FALLS WATER WORKS STACK       APPROX. 1.4 KM 2551927.8 |
 OQ0817| OQ0831 SIOUX FALLS WELL 8                  APPROX. 3.6 KM 2673130.4 |
 OQ0817| OQ0822 SIOUX FALLS WELL 4 VENTILATOR       APPROX. 2.6 KM 2675720.0 |
 OQ0817| OQ0790 SIOUX FALLS WELL 3                  APPROX. 2.0 KM 2680354.0 |
 OQ0817| OQ0782 SIOUX FALLS WELL 10                 APPROX. 3.0 KM 2680311.8 |
 OQ0817| OQ0835 SIOUX FALLS WELL 5                  APPROX. 3.2 KM 2680902.9 |
 OQ0817| OQ0818 PARK                                  3.091 METERS 27132     |
 OQ0817| OQ0800 SIOUX FALLS WELL 9                  APPROX. 2.4 KM 2812406.3 |
 OQ0817|---------------------------------------------------------------------|
 OQ0817
 OQ0817                          SUPERSEDED SURVEY CONTROL
 OQ0817
 OQ0817  ELLIP H (03/16/99)  425.062  (m)                       GP(       ) 4 1
 OQ0817  ELLIP H (01/23/98)  425.058  (m)                       GP(       ) 4 1
 OQ0817  NAD 83(1995)-  43 34 27.22839(N)    096 42 42.44030(W) AD(       ) 1
 OQ0817  NAD 83(1986)-  43 34 27.23112(N)    096 42 42.41544(W) AD(       ) 1
 OQ0817  NAD 27      -  43 34 27.32400(N)    096 42 41.23500(W) AD(       ) 1
 OQ0817  NGVD 29 (02/09/93)  451.1    (m)  UNKNOWN  model used  GPS OBS        
 OQ0817
 OQ0817.Superseded values are not recommended for survey control.
 OQ0817
 OQ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0817.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0817
 OQ0817_MARKER: DS = TRIANGULATION STATION DISK
 OQ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0817_STAMPING: PARK 1935
 OQ0817_MARK LOGO: CGS
 OQ0817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0817+STABILITY: SURFACE MOTION
 OQ0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0817+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 OQ0817
 OQ0817  HISTORY     - Date     Condition        Report By
 OQ0817  HISTORY     - 1935     MONUMENTED       CGS
 OQ0817  HISTORY     - 1935     GOOD             CGS
 OQ0817  HISTORY     - 1948     GOOD             CGS
 OQ0817  HISTORY     - 1953     GOOD             CGS
 OQ0817  HISTORY     - 1956     GOOD             CGS
 OQ0817  HISTORY     - 1958     GOOD             USACE
 OQ0817  HISTORY     - 1963     GOOD             CGS
 OQ0817  HISTORY     - 1974     GOOD             NGS
 OQ0817  HISTORY     - 1975     GOOD             NGS
 OQ0817  HISTORY     - 1979     GOOD             NGS
 OQ0817  HISTORY     - 19920818 GOOD             NOS
 OQ0817  HISTORY     - 20040516 MARK NOT FOUND   COMPA
 OQ0817
 OQ0817                          STATION DESCRIPTION
 OQ0817
 OQ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0817'TRIANGULATION MARK ESTABLISHED BY THE C.W.A. IN THE WINTER OF
 OQ0817'1934.  STATION LOCATED IN THE SOUTHEAST CORNER SEC. 4, T. 101 N.,
 OQ0817'R. 49 W., IN THE EDGE OF A SMALL PARK, 110 FEET WEST OF THE
 OQ0817'SECTION-LINE, AND 47 FEET SOUTHEAST OF THE EDGE OF U.S. HIGHWAY
 OQ0817'77.  NEW MARK IS LOCATED 10.14 FEET EAST OF C.W.A. MARK.
 OQ0817'
 OQ0817'TO REACH STATION FROM THE SECURITY NATIONAL BANK IN SIOUX
 OQ0817'FALLS, GO NORTH ON U.S. HIGHWAY 77 FOR 1.45 MILES TO THE
 OQ0817'PENTENTIARY.  CONTINUE ON U.S. HIGHWAY 77 FOR 0.9 MILES TO
 OQ0817'WHERE U.S. HIGHWAY 77 TURNS NORTH.  STATION ON RIGHT (SOUTHEAST)
 OQ0817'AT TURN.
 OQ0817'
 OQ0817'REFERENCE MARK NO. 1 IS LOCATED 97.78 FEET SOUTHEAST OF
 OQ0817'STATION IN FENCE CORNER, JUST WEST OF DIM NORTH-SOUTH ROAD
 OQ0817'
 OQ0817'REFERENCE MARK NO. 2 IS LOCATED 157.77 FEET SOUTHWEST IN
 OQ0817'SOUTH RIGHT-OF-WAY FENCE, 40 FEET SOUTHEAST OF CENTERLINE OF
 OQ0817'U.S. HIGHWAY 77.
 OQ0817'
 OQ0817'SOUTH DAKOTA GEODETIC SURVEY MARK IS LOCATED 10.14 FEET
 OQ0817'(3.090 METERS) WEST OF STATION.
 OQ0817'
 OQ0817'AZIMUTH MARK IS LOCATED 0.7 MILE SOUTHWEST OF STATION IN
 OQ0817'EAST RIGHT-OF-WAY FENCE LINE.  TO REACH, GO SOUTHWEST ON U.S.
 OQ0817'HIGHWAY 77 FOR 0.7 MILE TO MARK ON LEFT (SOUTHEAST).
 OQ0817'
 OQ0817'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OQ0817
 OQ0817                          STATION RECOVERY (1935)
 OQ0817
 OQ0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0817'RECOVERED IN GOOD CONDITION.
 OQ0817
 OQ0817                          STATION RECOVERY (1948)
 OQ0817
 OQ0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 OQ0817'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OQ0817
 OQ0817                          STATION RECOVERY (1953)
 OQ0817
 OQ0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0817'THE STATION WAS RECOVERED IN GOOD CONDITION.  A SEARCH OF
 OQ0817'ABOUT 30 MINUTES WAS MADE FOR THE REFERENCE MARKS AND AZIMUTH
 OQ0817'MARKS.  THESE MARKS WERE NOT RECOVERED.  A MONUMENT HAS
 OQ0817'BEEN ERECTED AT THE SITE AND SOME GRADING HAS BEEN COMPLETED.
 OQ0817'IT IS BELIEVED THAT THE REFERENCE MARKS ARE DESTROYED.
 OQ0817
 OQ0817                          STATION RECOVERY (1956)
 OQ0817
 OQ0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 OQ0817'THE STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OQ0817'REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  IT IS
 OQ0817'BELIEVED THE REFERENCE MARKS HAVE BEEN DESTROYED DUE TO
 OQ0817'WIDENING OF THE HIGHWAY.  THE AZIMUTH MARK WAS NOT SEARCHED
 OQ0817'FOR.
 OQ0817
 OQ0817                          STATION RECOVERY (1958)
 OQ0817
 OQ0817'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1958 (WEP)
 OQ0817'AZIMUTH MARK WAS DESTROYED DURING CONSTRUCTION OF A SPILLWAY
 OQ0817'CHUTE.
 OQ0817'
 OQ0817'MARK WAS RETURNED TO WASHINGTON OFFICE DECEMBER 1958.
 OQ0817
 OQ0817                          STATION RECOVERY (1963)
 OQ0817
 OQ0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OQ0817'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OQ0817'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE NOTE RECOVERED AND
 OQ0817'BELIEVED TO HAVE BEEN DESTROYED.  THE ROUTE TO THE STATION IS
 OQ0817'ADEQUATE FOR RECOVERY.
 OQ0817
 OQ0817                          STATION RECOVERY (1974)
 OQ0817
 OQ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OQ0817'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 OQ0817'IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS BELIEVED TO BE
 OQ0817'DESTROYED, THE AREA OF THE MARK IS ON A STEEP HILL WHICH HAS
 OQ0817'BEEN TERRACED.  THE AZIMUTH MARK WAS REPORTED DESTROYED AND THE
 OQ0817'DISK RECEIVED IN OUR WASHINGTON OFFICE IN 1958.  REFERENCE
 OQ0817'MARK NO. 3 WAS SET, A NEW AZIMUTH MARK WAS NOT SET AS THERE
 OQ0817'ARE SEVERAL INTERSECTION STATIONS WHICH CAN BE USED FOR
 OQ0817'AZIMUTHS.
 OQ0817'
 OQ0817'THE MARK, PARK (SOUTH DAKOTA GEODETIC SURVEY 1934), LOCATED
 OQ0817'3.091 METERS WEST OF THE STATION WAS FOUND DESTROYED.  THE
 OQ0817'TOP OF THE MONUMENT HAD BEEN BROKEN OFF, THE DISK WAS NOT
 OQ0817'RECOVERED.  THE REMAINDER OF THE MONUMENT WAS FOUND 1-FOOT
 OQ0817'BELOW GROUND SURFACE.
 OQ0817'
 OQ0817'A NEW DECRIPTION FOLLOWS--
 OQ0817'
 OQ0817'THE STATION IS LOCATED IN THE NORTHEAST PART OF SIOUX FALLS,
 OQ0817'ABOUT 2.25 MILES SOUTH OF INTERSTATE HIGHWAY 90, 0.9 MILE
 OQ0817'NORTHEAST OF THE STATE PENITENTIARY, AT TWO STONE MONUMENTS
 OQ0817'IN A SMALL PARK, ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 77,
 OQ0817'AT A CURVE ON THE TOP OF A HIGH HILL DROPPING OFF TO THE
 OQ0817'SOUTH AND EAST.
 OQ0817'
 OQ0817'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 OQ0817'HIGHWAY 90 AND U.S. HIGHWAY 77 IN THE NORTHEAST PART OF SIOUX
 OQ0817'FALLS, GO SOUTH ON HIGHWAY 77 FOR 2.25 MILES TO WHERE THE HIGHWAY
 OQ0817'CURVES TO THE SOUTHWEST AND THE MONUMENT AND STATION ARE ON
 OQ0817'THE LEFT AS DESCRIBED.
 OQ0817'
 OQ0817'THE STATION MARK IS A STANDARD DISK STAMPED PARK 1935, SET
 OQ0817'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OQ0817'IT IS 65 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 23 FEET
 OQ0817'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 OQ0817'MONUMENT IN MEMORY OF JUDGE JOHN B. AMIDON, AND 9 FEET
 OQ0817'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 OQ0817'LARGE MEMORIAL MONUMENT.
 OQ0817'
 OQ0817'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PARK NO 2 1935,
 OQ0817'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 12-INCHES BELOW
 OQ0817'GROUND SURFACE.  IT IS 160 FEET WEST OF THE SOUTHWEST CORNER
 OQ0817'OF THE LARGE MEMORIAL MONUMENT, 132 FEET WEST OF THE CENTER
 OQ0817'OF THE SMALLER MONUMENT, AND 35 FEET SOUTHEAST OF THE CENTER
 OQ0817'OF THE HIGHWAY.  THE LINE TO THE STATION MARK PASSES 5-INCHES
 OQ0817'NORTH OF THE NORTHWEST CORNER OF THE BASE OF THE AMIDON
 OQ0817'MONUMENT.  THE MARK IS ABOUT 6 FEET LOWER THAN THE HIGHWAY, AND
 OQ0817'THE HOLE OVER THE MARK WAS FILLED WITH SAND AND GRAVEL AT
 OQ0817'THIS TIME.
 OQ0817'
 OQ0817'REFERENCE MARK NO. 3 IS A STANDARD DISKS STAMPED PARK 1935
 OQ0817'NO 3 1974, FLUSH IN A DRILL HOLE IN THE TOP OF THE BOTTOM STEP
 OQ0817'OF THE CONCRETE BASE FOR THE CUT STONE MEMORIAL MONUMENT TO
 OQ0817'THE PIONEERS OF MINNEHAHA COUNTY.  IT IS AT THE SOUTHWEST
 OQ0817'CORNER OF TH BASE, AND ABOUT 1-FOOT ABOVE GROUND SURFACE.
 OQ0817'
 OQ0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SIOUX FALLS.
 OQ0817
 OQ0817                          STATION RECOVERY (1975)
 OQ0817
 OQ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 OQ0817'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0817'CONDITION.
 OQ0817'
 OQ0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SIOUX FALLS.
 OQ0817
 OQ0817                          STATION RECOVERY (1979)
 OQ0817
 OQ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 OQ0817'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OQ0817'THE STATION IS 16.1 FEET NORTHWEST OF THE NORTHWEST
 OQ0817'CORNER OF THE MEMORIAL TO THE PIONEERS OF MINNEHAHA COUNTY, 24.1
 OQ0817'FEET NORTHWEST OF PARK 1935 RM 3 1974 SET IN THE SOUTHWEST CORNER
 OQ0817'OF THE MEMORIAL TO THE PIONEERS OF MINNEHAHA COUNTY, AND 23.9 FEET
 OQ0817'NORTHEAST OF A GRANITE MONUMENT.
 OQ0817
 OQ0817                          STATION RECOVERY (1992)
 OQ0817
 OQ0817'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 OQ0817'RECOVERED IN GOOD CONDITION.
 OQ0817
 OQ0817                          STATION RECOVERY (2004)
 OQ0817
 OQ0817'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 OQ0817'MARK IS MOST LIKELY INTACT, BUT IS COVERED BY 3-4 INCHES OF LOOSE
 OQ0817'GRAVEL. DIGGING REQUIRED FOR ACCESS. REFERENCE MARK-PARK 1935 RM 3
 OQ0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0818 ***********************************************************************
 OQ0818  DESIGNATION -  PARK
 OQ0818  PID         -  OQ0818
 OQ0818  STATE/COUNTY-  SD/MINNEHAHA
 OQ0818  COUNTRY     -  US
 OQ0818  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0818
 OQ0818                         *CURRENT SURVEY CONTROL
 OQ0818  ______________________________________________________________________
 OQ0818* NAD 83(1996) POSITION- 43 34 27.22981(N) 096 42 42.57976(W)   ADJUSTED
 OQ0818* NAVD 88 ORTHO HEIGHT -   452.    (meters)     1483.    (feet) SCALED
 OQ0818  ______________________________________________________________________
 OQ0818  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OQ0818  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 OQ0818  HORZ ORDER      -  SECOND
 OQ0818
 OQ0818.The horizontal coordinates were established by classical geodetic methods
 OQ0818.and adjusted by the National Geodetic Survey in January 1998.
 OQ0818
 OQ0818.The orthometric height was scaled from a topographic map.
 OQ0818
 OQ0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0818.GEOID18 height accuracy estimate available here.
 OQ0818
 OQ0818.Click photographs - Photos may exist for this station.
 OQ0818
 OQ0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0818
 OQ0818. The following values were computed from the NAD 83(1996) position.
 OQ0818
 OQ0818;                    North         East     Units Scale Factor Converg.
 OQ0818;SPC SD S     -   144,228.789   892,416.433   MT  0.99990717   +2 29 53.9
 OQ0818;SPC SD S     -   473,190.62  2,927,869.58   sFT  0.99990717   +2 29 53.9
 OQ0818;UTM  14      - 4,827,129.059   684,761.491   MT  1.00001991   +1 34 39.6
 OQ0818
 OQ0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0818!SPC SD S     -   0.99993321  x   0.99990717  =   0.99984039
 OQ0818!UTM  14      -   0.99993321  x   1.00001991  =   0.99995312
 OQ0818
 OQ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8476127129(NAD 83)
 OQ0818
 OQ0818                          SUPERSEDED SURVEY CONTROL
 OQ0818
 OQ0818  NAD 83(1995)-  43 34 27.23109(N)    096 42 42.57801(W) AD(       ) 2
 OQ0818  NAD 83(1986)-  43 34 27.23382(N)    096 42 42.55314(W) AD(       ) 2
 OQ0818  NAD 27      -  43 34 27.32700(N)    096 42 41.37300(W) AD(       ) 2
 OQ0818
 OQ0818.Superseded values are not recommended for survey control.
 OQ0818
 OQ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0818.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0818
 OQ0818_MARKER: DD = SURVEY DISK
 OQ0818_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0818_MARK LOGO: CGS+SS
 OQ0818_PROJECTION: FLUSH
 OQ0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0818
 OQ0818  HISTORY     - Date     Condition        Report By
 OQ0818  HISTORY     - 1934     MONUMENTED       SDGS
 OQ0818  HISTORY     - 1935     GOOD             CGS
 OQ0818
 OQ0818                          STATION DESCRIPTION
 OQ0818
 OQ0818'DESCRIBED BY SOUTH DAKOTA GEODETIC SURVEY 1934 (HSC)
 OQ0818'STATION PARK IS LOCATED OUTSIDE NORTH CITY LIMITS IN
 OQ0818'NORTHWESTERN EDGE OF SMALL PARK IN THE SOUTHEAST QUARTER SEC.
 OQ0818'4, T. 101 N., R. 49 W.  IT IS 110 FEET WEST OF SECTION-LINE
 OQ0818'ON EAST SIDE OF SECTION 4, 47.3 FEET SOUTHEAST OF SOUTH EDGE
 OQ0818'OF PAVEMENT, AND APPROXIMATELY 150 FEET NORTH OF CITY LIMITS.
 OQ0818'
 OQ0818'IT IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY MARKER
 OQ0818'SET IN REINFORCED CONCRETE POST 8 INCHES BELOW SURFACE OF GROUND.
 OQ0818
 OQ0818                          STATION RECOVERY (1935)
 OQ0818
 OQ0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0818'STATION WAS RECOVERED IN GOOD CONDITION AND WAS TIED INTO
 OQ0818'TRIANGULATION STATION PARK.
 OQ0818'
 OQ0818'STATION IS LOCATED IN SOUTHEAST QUARTER-CORNER OF SOUTHEAST
 OQ0818'QUARTER SEC. 4, T. 101 N., R. 49 W., IN THE NORTHWEST EDGE OF
 OQ0818'SMALL PARK, 110 FEET WEST OF THE SECTION-LINE, 47.3 FEET SOUTHEAST
 OQ0818'OF SOUTH EDGE OF PAVEMENT OF U.S. HIGHWAY 77, AND 150 FEET NORTH
 OQ0818'OF THE SIOUX FALLS CITY LIMITS.  MARK IS BRONZE DISK SET IN
 OQ0818'4-INCH SQUARE CONCRETE POST FLUSH WITH GROUND, BEARING THE
 OQ0818'MARKINGS U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY.  NO NAME
 OQ0818'WAS STAMPED ON MARK.
 OQ0818'
 OQ0818'TO REACH FROM SOUTH DAKOTA STATE PENITENTIARY LOCATED IN
 OQ0818'THE NORTHEAST PART OF THE TOWN OF SIOUX FALLS, GO NORTHEAST
 OQ0818'0.9 MILE ON U.S. HIGHWAY 77 TO WHERE IT TURNS LEFT (NORTH).
 OQ0818'STATION IS ON THE RIGHT (SOUTHEAST) OF TURN.
 OQ0818'
 OQ0818'DISTANCE TO TRIANGULATION STATION PARK IS 10.14 FEET EAST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1014 ***********************************************************************
 PT1014  DESIGNATION -  PARK
 PT1014  PID         -  PT1014
 PT1014  STATE/COUNTY-  SD/LYMAN
 PT1014  COUNTRY     -  US
 PT1014  USGS QUAD   -  FORT GEORGE BUTTE (2017)
 PT1014
 PT1014                         *CURRENT SURVEY CONTROL
 PT1014  ______________________________________________________________________
 PT1014* NAD 83(1996) POSITION- 44 11 39.68599(N) 100 04 20.18578(W)   ADJUSTED
 PT1014* NAVD 88 ORTHO HEIGHT -   581.69  (+/-2cm)     1908.4   (feet) VERTCON3
 PT1014  ______________________________________________________________________
 PT1014  GEOID HEIGHT    -        -23.962 (meters)                     GEOID18
 PT1014  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 PT1014  HORZ ORDER      -  FIRST
 PT1014  VERT ORDER      -  THIRD ? (See Below)
 PT1014
 PT1014.The horizontal coordinates were established by classical geodetic methods
 PT1014.and adjusted by the National Geodetic Survey in January 1998.
 PT1014
 PT1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1014
 PT1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1014.GEOID18 height accuracy estimate available here.
 PT1014
 PT1014.The vertical order pertains to the NGVD 29 superseded value.
 PT1014
 PT1014.Click photographs - Photos may exist for this station.
 PT1014
 PT1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1014
 PT1014. The following values were computed from the NAD 83(1996) position.
 PT1014
 PT1014;                    North         East     Units Scale Factor Converg.
 PT1014;SPC SD S     -   206,782.301   620,869.192   MT  0.99995738   +0 10 48.3
 PT1014;SPC SD S     -   678,418.27  2,036,968.34   sFT  0.99995738   +0 10 48.3
 PT1014;UTM  14      - 4,894,019.008   414,312.383   MT  0.99969030   -0 44 51.1
 PT1014
 PT1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1014!SPC SD S     -   0.99991256  x   0.99995738  =   0.99986994
 PT1014!UTM  14      -   0.99991256  x   0.99969030  =   0.99960288
 PT1014
 PT1014:                Primary Azimuth Mark                     Grid Az
 PT1014:SPC SD S     -  LA ROCHE                                 030 07 00.1
 PT1014:UTM  14      -  LA ROCHE                                 031 02 39.5
 PT1014
 PT1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1431294019(NAD 83)
 PT1014
 PT1014|---------------------------------------------------------------------|
 PT1014| PID    Reference Object                     Distance      Geod. Az  |
 PT1014|                                                           dddmmss.s |
 PT1014| PT1012 LA ROCHE                            APPROX. 5.9 KM 0301748.4 |
 PT1014| CO6593 PARK RM 1                            66.486 METERS 04646     |
 PT1014| AH5319 PARK AZ MK                                         2721728.4 |
 PT1014| CO6594 PARK RM 2                            61.420 METERS 31656     |
 PT1014|---------------------------------------------------------------------|
 PT1014
 PT1014                          SUPERSEDED SURVEY CONTROL
 PT1014
 PT1014  NAD 83(1986)-  44 11 39.68319(N)    100 04 20.18978(W) AD(       ) 1
 PT1014  NAD 27      -  44 11 39.74000(N)    100 04 18.74000(W) AD(       ) 1
 PT1014  NGVD 29             581.32   (m)         1907.2    (f) LEVELING    3  
 PT1014
 PT1014.Superseded values are not recommended for survey control.
 PT1014
 PT1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1014.See file dsdata.pdf to determine how the superseded data were derived.
 PT1014
 PT1014_MARKER: DS = TRIANGULATION STATION DISK
 PT1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1014_STAMPING: PARK 1934
 PT1014_MARK LOGO: CGS
 PT1014_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PT1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1014+STABILITY: SURFACE MOTION
 PT1014
 PT1014  HISTORY     - Date     Condition        Report By
 PT1014  HISTORY     - 1934     MONUMENTED       CGS
 PT1014  HISTORY     - 1963     GOOD             USFS
 PT1014  HISTORY     - 1980     GOOD             NGS
 PT1014
 PT1014                          STATION DESCRIPTION
 PT1014
 PT1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1014'STATION IS ABOUT 18 MILES SW OF PIERRE, SOUTH DAKOTA, IN NW
 PT1014'1/4 SEC. 4, 149.5 FEET S OF SECTION LINE, ON THE HIGHEST PART
 PT1014'OF PASTURE LAND ABOUT 1/4 MILE NW OF FARM BUILDINGS OCCUPIED BY
 PT1014'R.G. PARK, IN SEC. 4, T 108 N, R 77 W, AND PROJECTS 4 INCHES.
 PT1014'
 PT1014'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT1014'BRONZE DISKS SET IN CONCRETE.
 PT1014'
 PT1014'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF S
 PT1014'RIGHT-OF-WAY FENCE ALONG SECTION LINE ROAD AND PROJECTS 4
 PT1014'INCHES.
 PT1014'
 PT1014'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT S OF S
 PT1014'RIGHT-OF-WAY FENCE ALONG A SECTION LINE ROAD AND PROJECTS 4
 PT1014'INCHES.
 PT1014'
 PT1014'THE AZIMUTH MARK IS WNW OF THE STATION, IN THE S RIGHT-OF-WAY
 PT1014'AND PROJECTS 4 INCHES.
 PT1014'
 PT1014'THE STATION IS REACHED FROM THE W END OF THE MISSOURI RIVER
 PT1014'BRIDGE IN PIERRE, BY GOING W AND S ON U.S. HIGHWAY 83, FOR 12.1
 PT1014'MILES.  LEAVE 83 AND GO E ON GRADED ROAD 4.8 MILES AT ROAD FORK,
 PT1014'GO S ON MAIN ROAD 1.0 MILE, THEN E, 7.7 MILES.  THE STATION IS
 PT1014'149.5 FEET S OF THIS POINT, CONTINUE E, 0.3 MILE, TURN S THROUGH
 PT1014'GATE IN NE CORNER OF PASTURE AND THEN GO W, 0.3 MILE TO TOP OF
 PT1014'RIDGE AND THE STATION.
 PT1014'
 PT1014'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PT1014
 PT1014                          STATION RECOVERY (1963)
 PT1014
 PT1014'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1014'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1014
 PT1014                          STATION RECOVERY (1980)
 PT1014
 PT1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PT1014'THE REFERENCE MARKS AND AZIMUTH MARK WERE DESTROYED BY ROAD
 PT1014'CONSTRUCTION.  THE SDDOT SURVEY CREW HAD ESTABLISHED PUNCHED REBARS
 PT1014'ON LINE TO THE OLD REFERENCE MARKS BEFORE THEY WERE DESTROYED WHICH
 PT1014'WERE INTERSECTED FOR A CHECK.  NEW REFERENCE MARKS 3 AND 4 AND AN
 PT1014'AZIMUTH MARK 2 WITH UNDERGROUND MARK WERE ESTABLISHED AT THIS
 PT1014'TIME.  REASONABLE CHECKS IN THE DIRECTIONS TO THE POINTS ON LINE TO
 PT1014'THE OLD REFERENCE MARKS WERE OBTAINED.
 PT1014'
 PT1014'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF PIERRE-FT PIERRE,
 PT1014'7 1/4 MILES SOUTH OF THE MISSOURI RIVER ALONG THE SOUTH SIDE OF AN
 PT1014'EAST-WEST GRAVELED ROAD ON THE HIGHEST PART OF A HILL.
 PT1014'
 PT1014'TO REACH THE STATION FROM THE COURTHOUSE IN FT. PIERRE, GO SOUTH ON
 PT1014'HIGHWAY 83 FOR 10.4 MILES TO A HOUSE ON THE RIGHT AND A CROSSROAD.
 PT1014'TURN LEFT, EAST, AND FOLLOW GRAVELED ROAD FOR 5.4 MILES TO WHERE
 PT1014'GRAVELED ROAD CURVES RIGHT.  CONTINUE SOUTH ON GRAVELED ROAD FOR 1.2
 PT1014'MILES TO A FORK.  KEEP LEFT FORK FOLLOWING MAIN ROAD EAST FOR 6.8
 PT1014'MILES TO RANCH BUILDINGS ON THE RIGHT.  CONTINUE EAST ON MAIN ROAD
 PT1014'FOR 0.7 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH FROM
 PT1014'THE STATION CONTINUE EAST FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN
 PT1014'RIGHT, SOUTH, ON GRAVELED ROAD FOR 0.25 MILE TO AZIMUTH ON THE RIGHT.
 PT1014'
 PT1014'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PT1014'---PARK 1934---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 PT1014'(12 INCHES) ON SIDE LOCATED 57.3 METERS (187.9 FEET) S FROM THE
 PT1014'CENTER OF A GRAVELED ROAD AND 0.3 METER (1.0 FOOT) N FROM A METAL
 PT1014'WITNESS POST.
 PT1014'
 PT1014'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT1014'STAMPED---PARK 1934 NO 3 1980---SET INTO THE TOP OF A ROUND
 PT1014'CONCRETE MONUMENT 28 CM (11.0 INCHES) IN DIAMETER PROJECTING 3 CM
 PT1014'(1.2 INCHES) ABOVE THE GROUND LOCATED 11.2 METERS (36.9 FEET) NE FROM
 PT1014'A METAL WITNESS POST, 51.8 METERS (169.8 FEET) S FROM THE CENTER OF
 PT1014'THE GRAVELED ROAD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 PT1014'
 PT1014'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT1014'STAMPED---PARK 1934 NO 4 1980---SET INTO THE TOP OF A ROUND
 PT1014'CONCRETE MONUMENT 27 CM (10.6 INCHES) IN DIAMETER PROJECTING 4 CM
 PT1014'(1.6 INCHES) ABOVE THE GROUND LOCATED 13.8 METERS (45.3 FEET) NE FROM
 PT1014'A METAL WITNESS POST, 50.9 METERS (167.0 FEET) S FROM THE CENTER OF
 PT1014'THE GRAVELED ROAD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 PT1014'
 PT1014'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT1014'STAMPED---PARK 1934 NO 2 1980---SET INTO THE TOP OF A ROUND
 PT1014'CONCRETE MONUMENT 30 CM (11.8 INCHES) IN DIAMETER PROJECTING 3 CM
 PT1014'(1.2 INCHES) ABOVE THE GROUND LOCATED 0.3 METER (1 FOOT) E FROM A
 PT1014'METAL WITNESS POST, 0.6 METER (1.8 FEET) N FROM A SQUARE CORNER FENCE
 PT1014'POST, AND 11.6 METERS (38.0 FEET) SW FROM THE CENTER OF A GRAVELED
 PT1014'ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0802 ***********************************************************************
 OT0802  DESIGNATION -  PARKER
 OT0802  PID         -  OT0802
 OT0802  STATE/COUNTY-  SD/FALL RIVER
 OT0802  COUNTRY     -  US
 OT0802  USGS QUAD   -  MINNEKAHTA (2017)
 OT0802
 OT0802                         *CURRENT SURVEY CONTROL
 OT0802  ______________________________________________________________________
 OT0802* NAD 83(1996) POSITION- 43 23 55.91005(N) 103 41 28.20107(W)   ADJUSTED
 OT0802* NAVD 88 ORTHO HEIGHT -  1475.8   (meters)     4842.    (feet) VERTCON3
 OT0802  ______________________________________________________________________
 OT0802  GEOID HEIGHT    -        -14.945 (meters)                     GEOID18
 OT0802  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 OT0802  HORZ ORDER      -  FIRST
 OT0802
 OT0802.The horizontal coordinates were established by classical geodetic methods
 OT0802.and adjusted by the National Geodetic Survey in January 1998.
 OT0802
 OT0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0802
 OT0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0802.GEOID18 height accuracy estimate available here.
 OT0802
 OT0802.Click photographs - Photos may exist for this station.
 OT0802
 OT0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0802
 OT0802. The following values were computed from the NAD 83(1996) position.
 OT0802
 OT0802;                    North         East     Units Scale Factor Converg.
 OT0802;SPC SD S     -   123,868.297   328,074.140   MT  0.99991417   -2 18 59.1
 OT0802;SPC SD S     -   406,391.24  1,076,356.57   sFT  0.99991417   -2 18 59.1
 OT0802;UTM  13      - 4,805,941.331   605,988.708   MT  0.99973818   +0 53 57.7
 OT0802
 OT0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0802!SPC SD S     -   0.99977097  x   0.99991417  =   0.99968516
 OT0802!UTM  13      -   0.99977097  x   0.99973818  =   0.99950921
 OT0802
 OT0802:                Primary Azimuth Mark                     Grid Az
 OT0802:SPC SD S     -  PROVO WEST BASE                          218 33 38.5
 OT0802:UTM  13      -  PROVO WEST BASE                          215 20 41.7
 OT0802
 OT0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0598805941(NAD 83)
 OT0802
 OT0802|---------------------------------------------------------------------|
 OT0802| PID    Reference Object                     Distance      Geod. Az  |
 OT0802|                                                           dddmmss.s |
 OT0802| CQ4552 PARKER RM 1                                        02615     |
 OT0802| OT0809 PROVO WEST BASE                     APPROX.31.1 KM 2161439.4 |
 OT0802| CQ4553 PARKER RM 2                                        30448     |
 OT0802|---------------------------------------------------------------------|
 OT0802
 OT0802                          SUPERSEDED SURVEY CONTROL
 OT0802
 OT0802  NAD 83(1995)-  43 23 55.90788(N)    103 41 28.20096(W) AD(       ) 1
 OT0802  NAD 83(1993)-  43 23 55.90643(N)    103 41 28.20434(W) AD(       ) 1
 OT0802  NAD 83(1986)-  43 23 55.89533(N)    103 41 28.17562(W) AD(       ) 1
 OT0802  NAD 27      -  43 23 55.99000(N)    103 41 26.48500(W) AD(       ) 1
 OT0802  USSD        -  43 23 56.39700(N)    103 41 26.17800(W) AD(       ) 3
 OT0802  NGVD 29 (07/19/86) 1475.2    (m)         4840.     (f) VERT ANG       
 OT0802
 OT0802.Superseded values are not recommended for survey control.
 OT0802
 OT0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0802.See file dsdata.pdf to determine how the superseded data were derived.
 OT0802
 OT0802_MARKER: DS = TRIANGULATION STATION DISK
 OT0802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0802_MARK LOGO: CGS
 OT0802_PROJECTION: FLUSH
 OT0802_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0802
 OT0802  HISTORY     - Date     Condition        Report By
 OT0802  HISTORY     - 1912     MONUMENTED       CGS
 OT0802  HISTORY     - 1963     GOOD             USAF
 OT0802
 OT0802                          STATION DESCRIPTION
 OT0802
 OT0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OT0802'ABOUT 2-3/4 MILES SOUTH OF MINNEKAHTA, ABOUT 3/4 MILE NORTHEAST
 OT0802'OF ARNOLDS RANCH HOUSE, ON HIGHEST POINT AND ABOUT 55 YARDS
 OT0802'FROM NORTH END OF PARKERS (OR ARNOLDS) PEAK, TOP OF WHICH IS
 OT0802'ABOUT 160 YARDS LONG NORTH AND SOUTH, AND ABOUT 44 YARDS WIDE.
 OT0802'SURFACE MARK IS STANDARD STATION DISK IN CONCRETE-FILLED,
 OT0802'GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES ABOVE
 OT0802'GROUND.  UNDERGROUND MARK IS BRASS BOLT IN CONCRETE BLOCK.
 OT0802'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN SOLID ROCK,
 OT0802'0.34 METER (1.1 FEET) ABOVE STATION, AND 25.471 METERS (83.57
 OT0802'FEET) FROM STATION N 26 DEG 15 MIN E.  REFERENCE
 OT0802'MARK NO. 2 IS 1 INCH DRILL HOLE IN SOLID ROCK, 1.42 METERS
 OT0802'(4.7 FEET) BELOW STATION, AND 11.450 METERS (37.57 FEET) FROM
 OT0802'STATION N 55 DEG 12 MIN W.
 OT0802
 OT0802                          STATION RECOVERY (1963)
 OT0802
 OT0802'RECOVERY NOTE BY US AIR FORCE 1963
 OT0802'STATION FOUND IN GOOD CONDITION.  LOCATED ON TOP OF A LOW,
 OT0802'FLAT-TOPED PEAK WHICH IS THE MOST WESTERLY OF A GROUP OF PEAKS
 OT0802'AND RIDGES SOUTH OF MINNEKAHTA, APPROXIMATELY 17 YARDS N OF
 OT0802'THE CENTER OF THE PARKER PEAK LOOKOUT TOWER.  THE MARK IS A
 OT0802'STANDARD DISK IN A CONCRETE-FILLED GALVANIZED IRON CYLINDER,
 OT0802'FLUSH WITH GROUND AND UNSTAMPED.
 OT0802'
 OT0802'TO REACH STATION FROM EDGEMONT, PROCEED E AND N ON HWY 85A AND
 OT0802'18 TO MINNEKAHTA.  PASS THRU MINNEKAHTA AND FOLLOW AROUND SHARP
 OT0802'RIGHT IN HIGHWAY, TURNING RIGHT AT FIRST ROAD (DIRT) WHICH
 OT0802'APPEARS TO BE A PRIVATE ROAD LEADING TO A FARM HOUSE.  PROCEED
 OT0802'S ON ROAD, PASSING FARM HOUSE ON RIGHT, PASS THRU GATE INTO
 OT0802'PASTURE, AND FOLLOW TRAIL ROAD SOUTH AND EAST TO TOP OF RIDGE.
 OT0802'AT TOP OF RIDGE A USFS SIGN INDICATE DIRECTION TO LOOKOUT
 OT0802'TOWER.  FOLLOW SIGNS WEST TO TOP OF PEAK AND STATION 17 YARDS N
 OT0802'OF LOOKOUT TOWER.  A DRIVE STATION IN GOOD WEATHER.
 OT0802'
 OT0802'UNLESS TREES ARE OUT, PROVO ASTRONOMIC AND PROVO EAST BASE SOUTH
 OT0802'OF STATION ARE NOT INTERVISIBLE AT NORMAL TRIPOD HEIGHTS FOR
 OT0802'INSTRUMENT AND SIGNAL.  VISIBILITY TO NORTH IS UNOBSTRUCTED
 OT0802'BY TREES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0442 ***********************************************************************
 QQ0442  DESIGNATION -  PARKS
 QQ0442  PID         -  QQ0442
 QQ0442  STATE/COUNTY-  SD/DAY
 QQ0442  COUNTRY     -  US
 QQ0442  USGS QUAD   -  LILY (2017)
 QQ0442
 QQ0442                         *CURRENT SURVEY CONTROL
 QQ0442  ______________________________________________________________________
 QQ0442* NAD 83(1996) POSITION- 45 14 42.24758(N) 097 39 49.17667(W)   ADJUSTED
 QQ0442* NAVD 88 ORTHO HEIGHT -   542.    (meters)     1778.    (feet) SCALED
 QQ0442  ______________________________________________________________________
 QQ0442  GEOID HEIGHT    -        -24.794 (meters)                     GEOID18
 QQ0442  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 QQ0442  HORZ ORDER      -  FIRST
 QQ0442
 QQ0442.The horizontal coordinates were established by classical geodetic methods
 QQ0442.and adjusted by the National Geodetic Survey in January 1998.
 QQ0442
 QQ0442.The orthometric height was scaled from a topographic map.
 QQ0442
 QQ0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0442.GEOID18 height accuracy estimate available here.
 QQ0442
 QQ0442.Click photographs - Photos may exist for this station.
 QQ0442
 QQ0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0442
 QQ0442. The following values were computed from the NAD 83(1996) position.
 QQ0442
 QQ0442;                    North         East     Units Scale Factor Converg.
 QQ0442;SPC SD N     -   159,522.995   783,390.446   MT  0.99994482   +1 39 12.7
 QQ0442;SPC SD N     -   523,368.36  2,570,173.49   sFT  0.99994482   +1 39 12.7
 QQ0442;UTM  14      - 5,011,043.594   604,873.999   MT  0.99973523   +0 56 56.6
 QQ0442
 QQ0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0442!SPC SD N     -   0.99991887  x   0.99994482  =   0.99986370
 QQ0442!UTM  14      -   0.99991887  x   0.99973523  =   0.99965412
 QQ0442
 QQ0442:                Primary Azimuth Mark                     Grid Az
 QQ0442:SPC SD N     -  PARKS AZ MK                              257 45 56.9
 QQ0442:UTM  14      -  PARKS AZ MK                              258 28 13.0
 QQ0442
 QQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0487311043(NAD 83)
 QQ0442
 QQ0442|---------------------------------------------------------------------|
 QQ0442| PID    Reference Object                     Distance      Geod. Az  |
 QQ0442|                                                           dddmmss.s |
 QQ0442| QQ0434 WEBSTER STATE RAD COMMUN TWR        APPROX.15.2 KM 0450208.4 |
 QQ0442| QQ0433 WEBSTER MUNICIPAL AIRPORT BCN       APPROX.12.6 KM 0635005.8 |
 QQ0442| CO6596 PARKS RM 1                           10.394 METERS 08731     |
 QQ0442| CO6597 PARKS RM 2                           10.387 METERS 18023     |
 QQ0442| CO6595 PARKS AZ MK                                        2592509.6 |
 QQ0442|---------------------------------------------------------------------|
 QQ0442
 QQ0442                          SUPERSEDED SURVEY CONTROL
 QQ0442
 QQ0442  NAD 83(1986)-  45 14 42.24743(N)    097 39 49.16128(W) AD(       ) 1
 QQ0442  NAD 27      -  45 14 42.40154(N)    097 39 47.83911(W) AD(       ) 1
 QQ0442
 QQ0442.Superseded values are not recommended for survey control.
 QQ0442
 QQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0442.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0442
 QQ0442_MARKER: DS = TRIANGULATION STATION DISK
 QQ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0442_STAMPING: PARKS 1952
 QQ0442_MARK LOGO: CGS
 QQ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0442+STABILITY: SURFACE MOTION
 QQ0442
 QQ0442  HISTORY     - Date     Condition        Report By
 QQ0442  HISTORY     - 1952     MONUMENTED       CGS
 QQ0442
 QQ0442                          STATION DESCRIPTION
 QQ0442
 QQ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0442'THE STATION IS IN SECTION 34, T 121 N, R 57 W, ON THE PROPERTY OF
 QQ0442'MR. HUGH PARKS, ABOUT 4-1/2 MILES NORTH AND 3/4 MILE EAST OF LILY,
 QQ0442'2-1/2 MILES EAST AND 1 MILE SOUTH OF BUTLER, 0.05 MILE NORTH OF
 QQ0442'AN EAST-WEST WIRE FENCE, 35 FEET WEST OF A NORTH-SOUTH WIRE
 QQ0442'FENCE AND 6 FEET NORTH-NORTHWEST OF A 4 X 4 INCH WITNESS POST.
 QQ0442'
 QQ0442'TO REACH THE STATION FROM THE POST OFFICE IN BUTLER, GO EAST FOR
 QQ0442'0.05 MILE TO AN INTERSECTION SOUTHWEST OF THE RAILROAD DEPOT, TURN
 QQ0442'RIGHT AND GO SOUTH FOR 0.35 MILE TO A T-INTERSECTION, TURN LEFT
 QQ0442'AND GO EAST FOR 0.75 MILE TO A CROSS ROAD, CONTINUE EAST FOR 1.35
 QQ0442'MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR
 QQ0442'0.3 MILE TO A GATE AT THE NORTHWEST CORNER OF THE PARKS BARN,
 QQ0442'PASS THROUGH GATE AND GO SOUTHWEST ON A TRACK ROAD FOR 0.5
 QQ0442'MILE, TURN LEFT AND GO EAST FOR 0.1 MILE TO A GATE AND A
 QQ0442'T-FENCE CORNER ON THE LEFT, PASS THROUGH GATE AND
 QQ0442'CONTINUE EAST FOR 0.1 MILE TO THE AZIMUTH MARK AND A GATE AS
 QQ0442'DESCRIBED, PASS THROUGH GATE AND GO EAST-NORTHEAST FOR 0.2
 QQ0442'MILE TO THE STATION.
 QQ0442'
 QQ0442'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PARKS
 QQ0442'1952.
 QQ0442'
 QQ0442'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE.  THE MARK
 QQ0442'PROJECTS 4 INCHES AND THE DISK IS STAMPED PARKS NO 1 1952.
 QQ0442'
 QQ0442'REFERENCE MARK 2 IS 35 FEET WEST OF THE WIRE FENCE.  THE MARK
 QQ0442'PROJECTS 1 INCH AND THE DISK IS STAMPED PARKS NO 2 1952.
 QQ0442'
 QQ0442'THE AZIMUTH MARK IS 40 FEET WEST OF THE GATE, 3 FEET SOUTHEAST
 QQ0442'OF A 4 X 4 INCH WITNESS POST AND 2 FEET SOUTH OF THE WIRE
 QQ0442'FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED PARKS
 QQ0442'1952.
 QQ0442'
 QQ0442'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0457 ***********************************************************************
 OQ0457  DESIGNATION -  PARKSTON
 OQ0457  PID         -  OQ0457
 OQ0457  STATE/COUNTY-  SD/HUTCHINSON
 OQ0457  COUNTRY     -  US
 OQ0457  USGS QUAD   -  PARKSTON (2017)
 OQ0457
 OQ0457                         *CURRENT SURVEY CONTROL
 OQ0457  ______________________________________________________________________
 OQ0457* NAD 83(1986) POSITION- 43 23 41.     (N) 097 59 11.     (W)   SCALED
 OQ0457* NAVD 88 ORTHO HEIGHT -   427.539 (meters)     1402.68  (feet) ADJUSTED
 OQ0457  ______________________________________________________________________
 OQ0457  GEOID HEIGHT    -        -26.610 (meters)                     GEOID18
 OQ0457  DYNAMIC HEIGHT  -        427.410 (meters)     1402.26  (feet) COMP
 OQ0457  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 OQ0457
 OQ0457  VERT ORDER      -  SECOND    CLASS 0
 OQ0457
 OQ0457.The horizontal coordinates were scaled from a map and have
 OQ0457.an estimated accuracy of +/- 6 seconds.
 OQ0457
 OQ0457.The orthometric height was determined by differential leveling and
 OQ0457.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0457.in June 1991.
 OQ0457
 OQ0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0457.GEOID18 height accuracy estimate available here.
 OQ0457
 OQ0457.Click photographs - Photos may exist for this station.
 OQ0457
 OQ0457.The dynamic height is computed by dividing the NAVD 88
 OQ0457.geopotential number by the normal gravity value computed on the
 OQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0457.degrees latitude (g = 980.6199 gals.).
 OQ0457
 OQ0457.The modeled gravity was interpolated from observed gravity values.
 OQ0457
 OQ0457;                    North         East    Units  Estimated Accuracy
 OQ0457;SPC SD S     -   120,600.      790,100.      MT  (+/- 180 meters Scaled)
 OQ0457
 OQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP820051(NAD 83)
 OQ0457
 OQ0457                          SUPERSEDED SURVEY CONTROL
 OQ0457
 OQ0457  NGVD 29 (??/??/92)  427.236  (m)         1401.69   (f) ADJ UNCH    2 0
 OQ0457
 OQ0457.Superseded values are not recommended for survey control.
 OQ0457
 OQ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0457.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0457
 OQ0457_MARKER: DB = BENCH MARK DISK
 OQ0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0457_SP_SET: BUILDING
 OQ0457_STAMPING: PARKSTON 1934
 OQ0457_MARK LOGO: CGS
 OQ0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0457
 OQ0457  HISTORY     - Date     Condition        Report By
 OQ0457  HISTORY     - 1934     MONUMENTED       CGS
 OQ0457
 OQ0457                          STATION DESCRIPTION
 OQ0457
 OQ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0457'AT PARKSTON.
 OQ0457'AT PARKSTON, HUTCHINSON COUNTY, IN THE SOUTH SIDE OF THE CITY
 OQ0457'HALL, 47 FEET NORTH OF THE CENTER LINE OF THE MAIN STREET, 2.2
 OQ0457'FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 2.9
 OQ0457'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED PARKSTON 1934 AND
 OQ0457'SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0919 ***********************************************************************
 OQ0919  DESIGNATION -  PARKSTON CHURCH SPIRE
 OQ0919  PID         -  OQ0919
 OQ0919  STATE/COUNTY-  SD/HUTCHINSON
 OQ0919  COUNTRY     -  US
 OQ0919  USGS QUAD   -  PARKSTON (2017)
 OQ0919
 OQ0919                         *CURRENT SURVEY CONTROL
 OQ0919  ______________________________________________________________________
 OQ0919* NAD 83(1996) POSITION- 43 23 33.16970(N) 097 59 10.08903(W)   ADJUSTED
 OQ0919  ______________________________________________________________________
 OQ0919  GEOID HEIGHT    -        -26.609 (meters)                     GEOID18
 OQ0919  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 OQ0919  HORZ ORDER      -  THIRD
 OQ0919
 OQ0919.The horizontal coordinates were established by classical geodetic methods
 OQ0919.and adjusted by the National Geodetic Survey in January 1998.
 OQ0919
 OQ0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0919.GEOID18 height accuracy estimate available here.
 OQ0919
 OQ0919.Click photographs - Photos may exist for this station.
 OQ0919
 OQ0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0919
 OQ0919. The following values were computed from the NAD 83(1996) position.
 OQ0919
 OQ0919;                    North         East     Units Scale Factor Converg.
 OQ0919;SPC SD S     -   120,355.733   790,128.302   MT  0.99991460   +1 37 09.2
 OQ0919;SPC SD S     -   394,867.10  2,592,279.27   sFT  0.99991460   +1 37 09.2
 OQ0919;UTM  14      - 4,804,907.106   582,110.627   MT  0.99968293   +0 41 47.6
 OQ0919
 OQ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8211004907(NAD 83)
 OQ0919
 OQ0919                          SUPERSEDED SURVEY CONTROL
 OQ0919
 OQ0919  NAD 83(1995)-  43 23 33.17929(N)    097 59 10.08792(W) AD(       ) 3
 OQ0919  NAD 83(1986)-  43 23 33.18535(N)    097 59 10.07854(W) AD(       ) 3
 OQ0919  NAD 27      -  43 23 33.24000(N)    097 59 08.82000(W) AD(       ) 3
 OQ0919  USSD        -  43 23 33.40000(N)    097 59 09.18000(W) AD(       ) 3
 OQ0919
 OQ0919.Superseded values are not recommended for survey control.
 OQ0919
 OQ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0919.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0919
 OQ0919_MARKER: 90 = CHURCH SPIRE
 OQ0919
 OQ0919  HISTORY     - Date     Condition        Report By
 OQ0919  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0919  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0919
 OQ0919                          STATION DESCRIPTION
 OQ0919
 OQ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0919'TWO CHURCHES, STANDING IN 1901, HAVE SINCE BEEN REPLACE WITH
 OQ0919'NEW STRUCTURES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0920 ***********************************************************************
 OQ0920  DESIGNATION -  PARKSTON IRON SMOKESTACK
 OQ0920  PID         -  OQ0920
 OQ0920  STATE/COUNTY-  SD/HUTCHINSON
 OQ0920  COUNTRY     -  US
 OQ0920  USGS QUAD   -  PARKSTON (2017)
 OQ0920
 OQ0920                         *CURRENT SURVEY CONTROL
 OQ0920  ______________________________________________________________________
 OQ0920* NAD 83(1996) POSITION- 43 23 32.66594(N) 097 59 02.44261(W)   ADJUSTED
 OQ0920  ______________________________________________________________________
 OQ0920  GEOID HEIGHT    -        -26.608 (meters)                     GEOID18
 OQ0920  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 OQ0920  HORZ ORDER      -  THIRD
 OQ0920
 OQ0920.The horizontal coordinates were established by classical geodetic methods
 OQ0920.and adjusted by the National Geodetic Survey in January 1998.
 OQ0920
 OQ0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0920.GEOID18 height accuracy estimate available here.
 OQ0920
 OQ0920.Click photographs - Photos may exist for this station.
 OQ0920
 OQ0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0920
 OQ0920. The following values were computed from the NAD 83(1996) position.
 OQ0920
 OQ0920;                    North         East     Units Scale Factor Converg.
 OQ0920;SPC SD S     -   120,345.058   790,300.745   MT  0.99991461   +1 37 14.5
 OQ0920;SPC SD S     -   394,832.08  2,592,845.03   sFT  0.99991461   +1 37 14.5
 OQ0920;UTM  14      - 4,804,893.659   582,282.836   MT  0.99968328   +0 41 52.9
 OQ0920
 OQ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8228204893(NAD 83)
 OQ0920
 OQ0920                          SUPERSEDED SURVEY CONTROL
 OQ0920
 OQ0920  NAD 83(1995)-  43 23 32.67549(N)    097 59 02.44139(W) AD(       ) 3
 OQ0920  NAD 83(1986)-  43 23 32.68156(N)    097 59 02.43209(W) AD(       ) 3
 OQ0920  NAD 27      -  43 23 32.73000(N)    097 59 01.18000(W) AD(       ) 3
 OQ0920  USSD        -  43 23 32.90000(N)    097 59 01.54000(W) AD(       ) 3
 OQ0920
 OQ0920.Superseded values are not recommended for survey control.
 OQ0920
 OQ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0920.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0920
 OQ0920_MARKER: 63 = STACK
 OQ0920
 OQ0920  HISTORY     - Date     Condition        Report By
 OQ0920  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0920  HISTORY     - 1935     GOOD             CGS
 OQ0920
 OQ0920                          STATION DESCRIPTION
 OQ0920
 OQ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0920'THE OLD CREAMERY AND OLD MILL BOTH HAD IRON SMOKESTACKS,
 OQ0920'THE LATTER BEING MUCH THE HIGHER OF THE TWO.  NEITHER ONE IS
 OQ0920'STILL STANDING.  AT PRESENT THERE IS NO IRON STACK IN THE
 OQ0920'TOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0750 ***********************************************************************
 OS0750  DESIGNATION -  PARMELEE
 OS0750  PID         -  OS0750
 OS0750  STATE/COUNTY-  SD/TODD
 OS0750  COUNTRY     -  US
 OS0750  USGS QUAD   -  IRON SHELL FLAT EAST (2017)
 OS0750
 OS0750                         *CURRENT SURVEY CONTROL
 OS0750  ______________________________________________________________________
 OS0750* NAD 83(1996) POSITION- 43 13 59.64136(N) 101 00 13.39724(W)   ADJUSTED
 OS0750* NAVD 88 ORTHO HEIGHT -   917.2   (meters)     3009.    (feet) VERTCON3
 OS0750  ______________________________________________________________________
 OS0750  GEOID HEIGHT    -        -21.847 (meters)                     GEOID18
 OS0750  LAPLACE CORR    -         -8.58  (seconds)                    DEFLEC18
 OS0750  HORZ ORDER      -  FIRST
 OS0750
 OS0750.The horizontal coordinates were established by classical geodetic methods
 OS0750.and adjusted by the National Geodetic Survey in January 1998.
 OS0750
 OS0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0750
 OS0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0750.GEOID18 height accuracy estimate available here.
 OS0750
 OS0750.Click photographs - Photos may exist for this station.
 OS0750
 OS0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0750
 OS0750. The following values were computed from the NAD 83(1996) position.
 OS0750
 OS0750;                    North         East     Units Scale Factor Converg.
 OS0750;SPC SD S     -   100,190.591   545,547.557   MT  0.99992934   -0 27 44.9
 OS0750;SPC SD S     -   328,708.63  1,789,850.61   sFT  0.99992934   -0 27 44.9
 OS0750;UTM  14      - 4,788,664.676   337,296.959   MT  0.99992565   -1 22 22.0
 OS0750
 OS0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0750!SPC SD S     -   0.99985961  x   0.99992934  =   0.99978896
 OS0750!UTM  14      -   0.99985961  x   0.99992565  =   0.99978527
 OS0750
 OS0750:                Primary Azimuth Mark                     Grid Az
 OS0750:SPC SD S     -  PARMELEE AZ MK                           025 34 27.2
 OS0750:UTM  14      -  PARMELEE AZ MK                           026 29 04.3
 OS0750
 OS0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3729688664(NAD 83)
 OS0750
 OS0750|---------------------------------------------------------------------|
 OS0750| PID    Reference Object                     Distance      Geod. Az  |
 OS0750|                                                           dddmmss.s |
 OS0750| CQ4554 PARMELEE AZ MK                                     0250642.3 |
 OS0750| CQ4555 PARMELEE RM 1                        13.283 METERS 10356     |
 OS0750| OS0711 ST FRANCIS CHURCH CROSS             APPROX.13.0 KM 1415057.3 |
 OS0750| OS0710 ST FRANCIS MUNICIPAL TANK           APPROX.13.3 KM 1431328.4 |
 OS0750| OS0752 FIRE TOWER NORTH                    APPROX. 1.7 KM 2140603.9 |
 OS0750| CQ4556 PARMELEE RM 2                        13.344 METERS 34138     |
 OS0750|---------------------------------------------------------------------|
 OS0750
 OS0750                          SUPERSEDED SURVEY CONTROL
 OS0750
 OS0750  NAD 83(1995)-  43 13 59.63953(N)    101 00 13.39702(W) AD(       ) 1
 OS0750  NAD 83(1986)-  43 13 59.63986(N)    101 00 13.40774(W) AD(       ) 1
 OS0750  NAD 27      -  43 13 59.62400(N)    101 00 11.87400(W) AD(       ) 1
 OS0750  NGVD 29 (07/19/86)  916.8    (m)         3008.     (f) VERT ANG       
 OS0750
 OS0750.Superseded values are not recommended for survey control.
 OS0750
 OS0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0750.See file dsdata.pdf to determine how the superseded data were derived.
 OS0750
 OS0750_MARKER: DS = TRIANGULATION STATION DISK
 OS0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0750_STAMPING: PARMELEE 1933
 OS0750_MARK LOGO: CGS
 OS0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0750+STABILITY: SURFACE MOTION
 OS0750
 OS0750  HISTORY     - Date     Condition        Report By
 OS0750  HISTORY     - 1933     MONUMENTED       CGS
 OS0750  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OS0750
 OS0750                          STATION DESCRIPTION
 OS0750
 OS0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0750'STATION IS ON HIGHEST PART OF HILL TOWARD NORTH END IN SOUTHEAST
 OS0750'QUARTER OF SEC. 29, T. 38 N., R. 31 W.  MARK LOCAL INQUIRY
 OS0750'AS TO BEST MANNER TO REACH STATION.
 OS0750'
 OS0750'REFERENCE MARK NO. 1 IS SOUTH OF EAST OF STATION.
 OS0750'
 OS0750'REFERENCE MARK NO. 2 IS NORTH OF STATION ON EDGE OF HILL.
 OS0750'
 OS0750'AZIMUTH MARK IS ABOUT ONE-QUARTER MILE EAST OF STATION IN
 OS0750'FENCE LINE.
 OS0750'
 OS0750'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0750'BRONZE DISKS SET IN CONCRETE.
 OS0750
 OS0750                          STATION RECOVERY (1936)
 OS0750
 OS0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0750'STATION MARKS, REFERENCE MARKS NOS. 1 AND
 OS0750'2, WERE RECOVERED AS DESCRIBED AND THE DISTANCES
 OS0750'AND DIRECTIONS CHECKED, NO CHECK WAS MADE TO THE AZIMUTH MARK.
 OS0750'ALL MARKS WERE FOUND IN GOOD CONDITON.
 OS0750'
 OS0750'STATION IS ABOUT 6 MILES WEST OF ROSEBUD, S. DAK., ON THE
 OS0750'NORTHWEST END OF A SMALL BUT PROMINENT RIDGE,
 OS0750'ON NORTH BRINK OF COULES RUNNING TO WHITE RIVER, 1/2 MILE
 OS0750'NORTH OF FIRE TOWER, 13 PACES EAST OF WEST END OF RIDGE, 10 PACES
 OS0750'NORTH OF SOUTH SLOPE, 6 PACES SOUTH OF NORTH SLOPE AND
 OS0750'PROJECTS 2 INCHES.
 OS0750'
 OS0750'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 18
 OS0750'AND THE MAIN STREET AT THE SOUTHEAST EDGE OF ROSEBUD, GO NORTH
 OS0750'AND WEST ON U.S. HIGHWAY 18 FOR 6.6 MILES (CHURCH ON SOUTH SIDE
 OS0750'OF ROAD AND CATTLE GUARD IN FENCE LINE), TURN SOUTH THROUGH
 OS0750'CATTLE GUARD AND FOLLOW MAIN-TRAVELED TRAIL WEST FOR 1.9
 OS0750'MILES, TO END OF PASTURE FENCE AND TRAIL LEADING SOUTH TURN
 OS0750'SOUTH AND GO 1.0 MILE TO END OF PASTURE FENCE (NORTH AND
 OS0750'SOUTH).  HERE GO SOUTH ACROSS COUNTRY FOR 2.0 MILES TO TOP OF
 OS0750'RIDGE AND STATION.
 OS0750'
 OS0750'REFERENCE MARK NO. 1 IS EAST OF STATION, ON NORTHEAST SLOPE
 OS0750'OF KNOLL AND PROJECTS 2 INCHES.
 OS0750'
 OS0750'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 3 PACES EAST OF
 OS0750'LARGEST OF TWO PINE TREES AND PROJECTS ABOUT 2 INCHES.
 OS0750'
 OS0750'NO CHECK WAS MADE TO THE AZIMUTH MARK, DIRECTION AND
 OS0750'DISTANCE 1933 NOTED ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0998 ***********************************************************************
 PT0998  DESIGNATION -  PASCAL
 PT0998  PID         -  PT0998
 PT0998  STATE/COUNTY-  SD/DEWEY
 PT0998  COUNTRY     -  US
 PT0998  USGS QUAD   -  ARTICHOKE BUTTE NW (2017)
 PT0998
 PT0998                         *CURRENT SURVEY CONTROL
 PT0998  ______________________________________________________________________
 PT0998* NAD 83(1996) POSITION- 44 54 50.39211(N) 100 26 51.40354(W)   ADJUSTED
 PT0998* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 PT0998  ______________________________________________________________________
 PT0998  GEOID HEIGHT    -        -22.479 (meters)                     GEOID18
 PT0998  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 PT0998  HORZ ORDER      -  SECOND
 PT0998
 PT0998.The horizontal coordinates were established by classical geodetic methods
 PT0998.and adjusted by the National Geodetic Survey in January 1998.
 PT0998
 PT0998.The orthometric height was scaled from a topographic map.
 PT0998
 PT0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0998.GEOID18 height accuracy estimate available here.
 PT0998
 PT0998.Click photographs - Photos may exist for this station.
 PT0998
 PT0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0998
 PT0998. The following values were computed from the NAD 83(1996) position.
 PT0998
 PT0998;                    North         East     Units Scale Factor Converg.
 PT0998;SPC SD N     -   120,183.424   564,656.677   MT  0.99994197   -0 19 00.5
 PT0998;SPC SD N     -   394,301.78  1,852,544.45   sFT  0.99994197   -0 19 00.5
 PT0998;UTM  14      - 4,974,415.991   385,735.415   MT  0.99976055   -1 01 19.9
 PT0998
 PT0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0998!SPC SD N     -   0.99991222  x   0.99994197  =   0.99985420
 PT0998!UTM  14      -   0.99991222  x   0.99976055  =   0.99967279
 PT0998
 PT0998:                Primary Azimuth Mark                     Grid Az
 PT0998:SPC SD N     -  TRAVESSY                                 352 43 54.7
 PT0998:UTM  14      -  TRAVESSY                                 353 26 14.1
 PT0998
 PT0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8573574415(NAD 83)
 PT0998
 PT0998|---------------------------------------------------------------------|
 PT0998| PID    Reference Object                     Distance      Geod. Az  |
 PT0998|                                                           dddmmss.s |
 PT0998| PT0997 TRAVESSY                            APPROX. 8.7 KM 3522454.2 |
 PT0998|---------------------------------------------------------------------|
 PT0998
 PT0998                          SUPERSEDED SURVEY CONTROL
 PT0998
 PT0998  NAD 83(1986)-  44 54 50.38564(N)    100 26 51.40582(W) AD(       ) 2
 PT0998  NAD 27      -  44 54 50.44300(N)    100 26 49.91800(W) AD(       ) 2
 PT0998  MORC        -  44 54 47.75000(N)    100 26 49.60000(W) AD(       ) 3
 PT0998
 PT0998.Superseded values are not recommended for survey control.
 PT0998
 PT0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0998.See file dsdata.pdf to determine how the superseded data were derived.
 PT0998
 PT0998_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PT0998_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0998_MARK LOGO: MORC
 PT0998_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0998
 PT0998  HISTORY     - Date     Condition        Report By
 PT0998  HISTORY     - 1889     MONUMENTED       MORC
 PT0998
 PT0998                          STATION DESCRIPTION
 PT0998
 PT0998'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT0998'PASCAL IS ON RIGHT BANK, ON THE HIGHEST PART OF A SMOOTH, GRASSY
 PT0998'RIDGE, RUNNING NEARLY NORTH AND SOUTH, AND 2 MILES WEST FROM
 PT0998'FOOT OF PASCAL ISLAND.  THE RIDGE IS THREE-FOURTHS MILE LONG,
 PT0998'SLOPES GENTLY TO THE WEST, BUT IS STEEPER AT THE EAST.  HIGHER
 PT0998'LAND SOUTH AND SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0737 ***********************************************************************
 OS0737  DESIGNATION -  PASS
 OS0737  PID         -  OS0737
 OS0737  STATE/COUNTY-  SD/JACKSON
 OS0737  COUNTRY     -  US
 OS0737  USGS QUAD   -  SHORT BOW CREEK EAST (2017)
 OS0737
 OS0737                         *CURRENT SURVEY CONTROL
 OS0737  ______________________________________________________________________
 OS0737* NAD 83(1996) POSITION- 43 33 35.32019(N) 101 19 41.06818(W)   ADJUSTED
 OS0737* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 OS0737  ______________________________________________________________________
 OS0737  GEOID HEIGHT    -        -21.867 (meters)                     GEOID18
 OS0737  LAPLACE CORR    -         -8.40  (seconds)                    DEFLEC18
 OS0737  HORZ ORDER      -  FIRST
 OS0737
 OS0737.The horizontal coordinates were established by classical geodetic methods
 OS0737.and adjusted by the National Geodetic Survey in January 1998.
 OS0737
 OS0737.The orthometric height was scaled from a topographic map.
 OS0737
 OS0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0737.GEOID18 height accuracy estimate available here.
 OS0737
 OS0737.Click photographs - Photos may exist for this station.
 OS0737
 OS0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0737
 OS0737. The following values were computed from the NAD 83(1996) position.
 OS0737
 OS0737;                    North         East     Units Scale Factor Converg.
 OS0737;SPC SD S     -   136,731.930   519,637.463   MT  0.99990739   -0 41 10.4
 OS0737;SPC SD S     -   448,594.67  1,704,843.91   sFT  0.99990739   -0 41 10.4
 OS0737;UTM  14      - 4,825,617.106   311,971.591   MT  1.00003489   -1 36 17.2
 OS0737
 OS0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0737!SPC SD S     -   0.99987196  x   0.99990739  =   0.99977937
 OS0737!UTM  14      -   0.99987196  x   1.00003489  =   0.99990685
 OS0737
 OS0737:                Primary Azimuth Mark                     Grid Az
 OS0737:SPC SD S     -  PASS AZ MK                               202 08 52.0
 OS0737:UTM  14      -  PASS AZ MK                               203 03 58.8
 OS0737
 OS0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1197125617(NAD 83)
 OS0737
 OS0737|---------------------------------------------------------------------|
 OS0737| PID    Reference Object                     Distance      Geod. Az  |
 OS0737|                                                           dddmmss.s |
 OS0737| CQ4558 PASS RM 1                             7.251 METERS 04848     |
 OS0737| CQ4557 PASS AZ MK                                         2012741.6 |
 OS0737| CQ4559 PASS RM 2                             6.410 METERS 35730     |
 OS0737|---------------------------------------------------------------------|
 OS0737
 OS0737                          SUPERSEDED SURVEY CONTROL
 OS0737
 OS0737  NAD 83(1995)-  43 33 35.31396(N)    101 19 41.07191(W) AD(       ) 1
 OS0737  NAD 83(1986)-  43 33 35.31509(N)    101 19 41.07277(W) AD(       ) 1
 OS0737  NAD 27      -  43 33 35.30960(N)    101 19 39.55500(W) AD(       ) 1
 OS0737
 OS0737.Superseded values are not recommended for survey control.
 OS0737
 OS0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0737.See file dsdata.pdf to determine how the superseded data were derived.
 OS0737
 OS0737_MARKER: DS = TRIANGULATION STATION DISK
 OS0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0737_STAMPING: PASS 1936
 OS0737_MARK LOGO: CGS
 OS0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0737+STABILITY: SURFACE MOTION
 OS0737
 OS0737  HISTORY     - Date     Condition        Report By
 OS0737  HISTORY     - 1936     MONUMENTED       CGS
 OS0737
 OS0737                          STATION DESCRIPTION
 OS0737
 OS0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0737'STATION IS LOCATED ABOUT 10-1/4 MILES BY ROAD WEST AND SOUTH
 OS0737'OF CORN CREEK, AND ABOUT 16 MILES NORTHWEST OF NORRIS, ON THE
 OS0737'HIGHEST AND SOUTHERN EDGE OF A NARROW HILL.
 OS0737'
 OS0737'TO REACH THE STATION FROM CORN CREEK OR NORRIS, FOLLOW THE
 OS0737'CORN CREEK-NORRIS ROAD 1.0 MILE SOUTH FROM CORN CREEK, OR
 OS0737'5.7 MILES NORTH FROM NORRIS TO A T-INTERSECTION, TURN WEST AND
 OS0737'GO 2.8 MILES, GO SOUTH 0.5 MILE, TURN WEST AND FOLLOW THE
 OS0737'HALF-SECTION-LINE ROAD FOR 2.7 MILES TO FORKS, TAKE THE LEFT
 OS0737'FORK AND GO NORTHWEST 0.5 MILE TO A POINT WHERE THE ROAD GOES
 OS0737'THROUGH THE YARD OF AN ABANDONED HOUSE, GO SOUTHWEST 0.2 MILE
 OS0737'TO CROSS ROAD AT FENCE CORNER, GO WEST 0.2 MILE TO FORKS, TAKE
 OS0737'THE RIGHT FORK AND GO 0.7 MILE TO FORKS, TAKE THE RIGHT
 OS0737'FORK AND GO 1.4 MILES TO T-INTERSECTION, GO EAST 0.2 MILE,
 OS0737'LEAVE THE ROAD AND TURN SOUTH ALONG THE TOP OF HILL TO
 OS0737'HIGHEST POINT AND STATION ABOUT 0.1 MILE DISTANT.
 OS0737'
 OS0737'AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE SOUTH OF THE STATION,
 OS0737'2 FEET WEST OF A NORTH-SOUTH FENCE, 10 FEET EAST OF THE CENTERLINE
 OS0737'OF ROAD, ON THE NORTHERN EDGE OF HIGH GROUND.
 OS0737'
 OS0737'REFERENCE MARK NO. 1 IS 23.79 FEET NORTHEAST OF THE STATION
 OS0737'AND 20.98 FEET EAST OF REFERENCE MARK NO. 2.
 OS0737'
 OS0737'REFERENCE MARK NO. 2 IS 21.03 FEET NORTH OF THE STATION.
 OS0737'
 OS0737'ALL LINES ARE VISIBLE FROM A 4-FOOT STAND AT THIS STATION.
 OS0737'
 OS0737'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0737'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0361 ***********************************************************************
 OS0361  DESIGNATION -  PAT
 OS0361  PID         -  OS0361
 OS0361  STATE/COUNTY-  SD/BENNETT
 OS0361  COUNTRY     -  US
 OS0361  USGS QUAD   -  PATRICIA (2017)
 OS0361
 OS0361                         *CURRENT SURVEY CONTROL
 OS0361  ______________________________________________________________________
 OS0361* NAD 83(1996) POSITION- 43 18 28.06709(N) 101 31 25.79361(W)   ADJUSTED
 OS0361* NAVD 88 ORTHO HEIGHT -   937.758 (meters)     3076.63  (feet) ADJUSTED
 OS0361  ______________________________________________________________________
 OS0361  GEOID HEIGHT    -        -20.564 (meters)                     GEOID18
 OS0361  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 OS0361  DYNAMIC HEIGHT  -        937.382 (meters)     3075.39  (feet) COMP
 OS0361  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 OS0361
 OS0361  HORZ ORDER      -  FIRST
 OS0361  VERT ORDER      -  SECOND    CLASS 0
 OS0361
 OS0361.The horizontal coordinates were established by classical geodetic methods
 OS0361.and adjusted by the National Geodetic Survey in January 1998.
 OS0361
 OS0361.The orthometric height was determined by differential leveling and
 OS0361.adjusted by the NATIONAL GEODETIC SURVEY
 OS0361.in June 1991.
 OS0361
 OS0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0361.GEOID18 height accuracy estimate available here.
 OS0361
 OS0361.Click photographs - Photos may exist for this station.
 OS0361
 OS0361.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0361
 OS0361.The dynamic height is computed by dividing the NAVD 88
 OS0361.geopotential number by the normal gravity value computed on the
 OS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0361.degrees latitude (g = 980.6199 gals.).
 OS0361
 OS0361.The modeled gravity was interpolated from observed gravity values.
 OS0361
 OS0361. The following values were computed from the NAD 83(1996) position.
 OS0361
 OS0361;                    North         East     Units Scale Factor Converg.
 OS0361;SPC SD S     -   108,946.154   503,422.470   MT  0.99992149   -0 49 16.6
 OS0361;SPC SD S     -   357,434.17  1,651,645.22   sFT  0.99992149   -0 49 16.6
 OS0361;UTM  14      - 4,798,089.248   295,312.442   MT  1.00011541   -1 43 54.3
 OS0361
 OS0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0361!SPC SD S     -   0.99985619  x   0.99992149  =   0.99977769
 OS0361!UTM  14      -   0.99985619  x   1.00011541  =   0.99997158
 OS0361
 OS0361:                Primary Azimuth Mark                     Grid Az
 OS0361:SPC SD S     -  PAT AZ MK                                178 36 14.0
 OS0361:UTM  14      -  PAT AZ MK                                179 30 51.7
 OS0361
 OS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9531298089(NAD 83)
 OS0361
 OS0361|---------------------------------------------------------------------|
 OS0361| PID    Reference Object                     Distance      Geod. Az  |
 OS0361|                                                           dddmmss.s |
 OS0361| OS0362 PAT RM 1                                           05737     |
 OS0361| OS0359 PAT AZ MK                                          1774657.4 |
 OS0361| OS0360 PAT RM 2                             25.948 METERS 17841     |
 OS0361| OS0363 X 22                                 23.689 METERS 18850     |
 OS0361| OS0761 MARTIN MUNICIPAL TANK               APPROX.22.4 KM 2285908.7 |
 OS0361|---------------------------------------------------------------------|
 OS0361
 OS0361                          SUPERSEDED SURVEY CONTROL
 OS0361
 OS0361  NAD 83(1995)-  43 18 28.06704(N)    101 31 25.79340(W) AD(       ) 1
 OS0361  NAD 83(1986)-  43 18 28.05929(N)    101 31 25.80457(W) AD(       ) 1
 OS0361  NAD 27      -  43 18 28.07900(N)    101 31 24.26000(W) AD(       ) 1
 OS0361  NGVD 29 (??/??/92)  937.306  (m)         3075.14   (f) ADJ UNCH    2 0
 OS0361  NGVD 29             937.31   (m)         3075.2    (f) LEVELING    3  
 OS0361
 OS0361.Superseded values are not recommended for survey control.
 OS0361
 OS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0361.See file dsdata.pdf to determine how the superseded data were derived.
 OS0361
 OS0361_MARKER: DS = TRIANGULATION STATION DISK
 OS0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0361_STAMPING: PAT 1936
 OS0361_MARK LOGO: CGS
 OS0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0361+STABILITY: SURFACE MOTION
 OS0361
 OS0361  HISTORY     - Date     Condition        Report By
 OS0361  HISTORY     - 1936     MONUMENTED       CGS
 OS0361  HISTORY     - 1967     SEE DESCRIPTION  USGS
 OS0361  HISTORY     - 1975     GOOD             USGS
 OS0361
 OS0361                          STATION DESCRIPTION
 OS0361
 OS0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0361'STATION IS 1.9 MILES BY ROAD AND 1.5 MILES AIRLINE, NORTHWEST OF
 OS0361'PATRICIA, 15 MILES AIRLINE NORTHEAST OF MARTIN, 6.9 MILES
 OS0361'NORTH-NORTHWEST OF JUNCTION OF U.S.  HIGHWAY 18 AND STATE HIGHWAY
 OS0361'73, 1.3 MILES NORTH OF POINT WHERE STATE 73 TURNS NORTH, 36 FEET
 OS0361'WEST OF CENTERLINE OF STATE 73, AT HIGHEST POINT OF RIDGE AT EAST
 OS0361'SIDE OF OPEN FIELD.  THE MARK PROJECTS 6 INCHES.
 OS0361'
 OS0361'REFERENCE MARK NO. 1 IS NORTHEAST AND ACROSS ROAD FROM STATION.
 OS0361'THE MARK PROJECTS 8 INCHES.
 OS0361'
 OS0361'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 16.19 FEET
 OS0361'SOUTHEAST OF U.S. COAST AND GEODETIC SURVEY LEVEL BENCH X-22.
 OS0361'THE MARK PROJECTS 8 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 OS0361'MARKS IS 152.04 FEET.
 OS0361'
 OS0361'U.S. COAST AND GEODETIC SURVEY LEVEL BENCH X-22 IS SOUTH-SOUTHWEST
 OS0361'OF STATION.  THE MARK PROJECTS 8 INCHES.
 OS0361'
 OS0361'THE AZIMUTH MARK IS SOUTH OF STATION IN SOUTHEAST ANGLE OF
 OS0361'CROSSROADS, 39 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD, 48
 OS0361'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, 18 FEET SOUTH OF
 OS0361'FENCE CORNER, 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS 8
 OS0361'INCHES.
 OS0361'
 OS0361'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OS0361'STATE HIGHWAY 73, ABOUT 12 MILES EAST OF MARTIN, GO NORTH ON
 OS0361'STATE 73 FOR 5.0 MILES TO VILLAGE OF PATRICIA, THENCE WEST ON
 OS0361'STATE 73 FOR 0.6 MILE TO CURVE NORTH, AND NORTH ON STATE 73 FOR
 OS0361'1.3 MILES TO RIDGE AND STATION ON WEST.
 OS0361'
 OS0361'SIGNALS SHOWN FROM THE GROUND AT VETAL, LINTZ, SNYDER, MARTIN AND
 OS0361'FAIRVIEW ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OS0361
 OS0361                          STATION RECOVERY (1967)
 OS0361
 OS0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0361'REFERENCE MARK NO. 1 FOUND DISTURBED.
 OS0361'
 OS0361'MARK APPARENTLY STRUCK BY ROAD GRADER.  THE MARK REMAINS IN
 OS0361'POSITION AND IS SOLID EXCEPT FOR ONE CORNER OF THE CONCRETE AND
 OS0361'A PORTION OF THE TABLET (DISK) IS MISSING.  ELEVATION FOR THE
 OS0361'MARK IS NOW MINUS 0.136 FEET BASED ON TRUNK LINE LEVELING.
 OS0361'
 OS0361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES NORTH
 OS0361'ALONG STATE HIGHWAY 73 FROM PATRICIA.
 OS0361
 OS0361                          STATION RECOVERY (1975)
 OS0361
 OS0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OS0361'1.5 MI NW FROM PATRICIA.
 OS0361'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 18 AND STATE
 OS0361'HWY. 73, ABOUT 12.5 MILES EAST OF MARTIN, S. DAK., GO NORTH ON
 OS0361'STATE HWY. 73 FOR 6.2 MILES.  TURN LEFT OFF HWY. AND FOLLOW
 OS0361'GRADED ROAD WEST FOR 0.55 MILE TO GATE ON THE RIGHT.  TURN RIGHT
 OS0361'THROUGH GATE AND THEN RIGHT THROUGH ANOTHER GATE IN N-S FENCE.
 OS0361'THEN GO NORTH ALONG EAST SIDE OF FENCE FOR 0.35 MILE TO STATION.
 OS0361'STATION MARK IS 4 FT. EAST OF FENCE AND 0.1 FT. BELOW SURFACE
 OS0361'OF GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0359 ***********************************************************************
 OS0359  DESIGNATION -  PAT AZ MK
 OS0359  PID         -  OS0359
 OS0359  STATE/COUNTY-  SD/BENNETT
 OS0359  COUNTRY     -  US
 OS0359  USGS QUAD   -  PATRICIA (2017)
 OS0359
 OS0359                         *CURRENT SURVEY CONTROL
 OS0359  ______________________________________________________________________
 OS0359* NAD 83(1986) POSITION- 43 18 08.     (N) 101 31 25.     (W)   SCALED
 OS0359* NAVD 88 ORTHO HEIGHT -   926.030 (meters)     3038.15  (feet) ADJUSTED
 OS0359  ______________________________________________________________________
 OS0359  GEOID HEIGHT    -        -20.552 (meters)                     GEOID18
 OS0359  DYNAMIC HEIGHT  -        925.658 (meters)     3036.93  (feet) COMP
 OS0359  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 OS0359
 OS0359  VERT ORDER      -  SECOND    CLASS 0
 OS0359
 OS0359.The horizontal coordinates were scaled from a map and have
 OS0359.an estimated accuracy of +/- 6 seconds.
 OS0359
 OS0359.The orthometric height was determined by differential leveling and
 OS0359.adjusted by the NATIONAL GEODETIC SURVEY
 OS0359.in June 1991.
 OS0359
 OS0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0359.GEOID18 height accuracy estimate available here.
 OS0359
 OS0359.Click photographs - Photos may exist for this station.
 OS0359
 OS0359.The dynamic height is computed by dividing the NAVD 88
 OS0359.geopotential number by the normal gravity value computed on the
 OS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0359.degrees latitude (g = 980.6199 gals.).
 OS0359
 OS0359.The modeled gravity was interpolated from observed gravity values.
 OS0359
 OS0359;                    North         East    Units  Estimated Accuracy
 OS0359;SPC SD S     -   108,330.      503,430.      MT  (+/- 180 meters Scaled)
 OS0359
 OS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN953974(NAD 83)
 OS0359
 OS0359                          SUPERSEDED SURVEY CONTROL
 OS0359
 OS0359  NGVD 29 (??/??/92)  925.578  (m)         3036.67   (f) ADJ UNCH    2 0
 OS0359
 OS0359.Superseded values are not recommended for survey control.
 OS0359
 OS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0359.See file dsdata.pdf to determine how the superseded data were derived.
 OS0359
 OS0359_MARKER: DZ = AZIMUTH MARK DISK
 OS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0359_STAMPING: PAT 1936
 OS0359_MARK LOGO: CGS
 OS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0359+STABILITY: SURFACE MOTION
 OS0359
 OS0359  HISTORY     - Date     Condition        Report By
 OS0359  HISTORY     - 1936     MONUMENTED       CGS
 OS0359
 OS0359                          STATION DESCRIPTION
 OS0359
 OS0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0359'1.5 MI N FROM PATRICIA.
 OS0359'1.5 MILES NORTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0359'COUNTY, AT A CROSS ROAD, 39 FEET EAST OF THE CENTERLINE OF THE
 OS0359'HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD, 21
 OS0359'FEET SOUTH OF A FENCE CORNER, AND 2.0 FEET WEST OF THE
 OS0359'RIGHT-OF-WAY FENCE.  A STANDARD AZIMUTH MARK DISK, STAMPED PAT
 OS0359'1936 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0362 ***********************************************************************
 OS0362  DESIGNATION -  PAT RM 1
 OS0362  PID         -  OS0362
 OS0362  STATE/COUNTY-  SD/BENNETT
 OS0362  COUNTRY     -  US
 OS0362  USGS QUAD   -  PATRICIA (2017)
 OS0362
 OS0362                         *CURRENT SURVEY CONTROL
 OS0362  ______________________________________________________________________
 OS0362* NAD 83(1986) POSITION- 43 18 28.     (N) 101 31 26.     (W)   SCALED
 OS0362* NAVD 88 ORTHO HEIGHT -   937.813 (meters)     3076.81  (feet) ADJUSTED
 OS0362  ______________________________________________________________________
 OS0362  GEOID HEIGHT    -        -20.564 (meters)                     GEOID18
 OS0362  DYNAMIC HEIGHT  -        937.437 (meters)     3075.57  (feet) COMP
 OS0362  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 OS0362
 OS0362  VERT ORDER      -  SECOND    CLASS 0
 OS0362
 OS0362.The horizontal coordinates were scaled from a map and have
 OS0362.an estimated accuracy of +/- 6 seconds.
 OS0362
 OS0362.The orthometric height was determined by differential leveling and
 OS0362.adjusted by the NATIONAL GEODETIC SURVEY
 OS0362.in June 1991.
 OS0362
 OS0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0362.GEOID18 height accuracy estimate available here.
 OS0362
 OS0362.Click photographs - Photos may exist for this station.
 OS0362
 OS0362.The dynamic height is computed by dividing the NAVD 88
 OS0362.geopotential number by the normal gravity value computed on the
 OS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0362.degrees latitude (g = 980.6199 gals.).
 OS0362
 OS0362.The modeled gravity was interpolated from observed gravity values.
 OS0362
 OS0362;                    North         East    Units  Estimated Accuracy
 OS0362;SPC SD S     -   108,940.      503,420.      MT  (+/- 180 meters Scaled)
 OS0362
 OS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN953980(NAD 83)
 OS0362
 OS0362                          SUPERSEDED SURVEY CONTROL
 OS0362
 OS0362  NGVD 29 (??/??/92)  937.361  (m)         3075.33   (f) ADJ UNCH    2 0
 OS0362
 OS0362.Superseded values are not recommended for survey control.
 OS0362
 OS0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0362.See file dsdata.pdf to determine how the superseded data were derived.
 OS0362
 OS0362_MARKER: DR = REFERENCE MARK DISK
 OS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0362_STAMPING: PAT NO 1 1936
 OS0362_MARK LOGO: CGS
 OS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0362+STABILITY: SURFACE MOTION
 OS0362
 OS0362  HISTORY     - Date     Condition        Report By
 OS0362  HISTORY     - 1936     MONUMENTED       CGS
 OS0362
 OS0362                          STATION DESCRIPTION
 OS0362
 OS0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0362'1.9 MI N FROM PATRICIA.
 OS0362'1.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0362'COUNTY, AT THE SUMMIT OF A HILL, AND 28 FEET EAST OF THE
 OS0362'CENTERLINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK,
 OS0362'STAMPED PAT NO 1 1936 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0360 ***********************************************************************
 OS0360  DESIGNATION -  PAT RM 2
 OS0360  PID         -  OS0360
 OS0360  STATE/COUNTY-  SD/BENNETT
 OS0360  COUNTRY     -  US
 OS0360  USGS QUAD   -  PATRICIA (2017)
 OS0360
 OS0360                         *CURRENT SURVEY CONTROL
 OS0360  ______________________________________________________________________
 OS0360* NAD 83(1986) POSITION- 43 18 27.23   (N) 101 31 25.77   (W)   HD_HELD1
 OS0360* NAVD 88 ORTHO HEIGHT -   937.693 (meters)     3076.41  (feet) ADJUSTED
 OS0360  ______________________________________________________________________
 OS0360  GEOID HEIGHT    -        -20.564 (meters)                     GEOID18
 OS0360  DYNAMIC HEIGHT  -        937.318 (meters)     3075.18  (feet) COMP
 OS0360  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 OS0360
 OS0360  VERT ORDER      -  SECOND    CLASS 0
 OS0360
 OS0360.The horizontal coordinates were determined by differentially corrected
 OS0360.hand held GPS observations or other comparable positioning techniques
 OS0360.and have an estimated accuracy of +/- 3 meters.
 OS0360
 OS0360.The orthometric height was determined by differential leveling and
 OS0360.adjusted by the NATIONAL GEODETIC SURVEY
 OS0360.in June 1991.
 OS0360
 OS0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0360.GEOID18 height accuracy estimate available here.
 OS0360
 OS0360.Click photographs - Photos may exist for this station.
 OS0360
 OS0360.The dynamic height is computed by dividing the NAVD 88
 OS0360.geopotential number by the normal gravity value computed on the
 OS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0360.degrees latitude (g = 980.6199 gals.).
 OS0360
 OS0360.The modeled gravity was interpolated from observed gravity values.
 OS0360
 OS0360;                    North         East    Units  Estimated Accuracy
 OS0360;SPC SD S     -   108,920.3     503,422.6     MT  (+/- 3 meters HH1 GPS) 
 OS0360
 OS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9531298063(NAD 83)
 OS0360
 OS0360                          SUPERSEDED SURVEY CONTROL
 OS0360
 OS0360  NGVD 29 (??/??/92)  937.242  (m)         3074.93   (f) ADJ UNCH    2 0
 OS0360
 OS0360.Superseded values are not recommended for survey control.
 OS0360
 OS0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0360.See file dsdata.pdf to determine how the superseded data were derived.
 OS0360
 OS0360_MARKER: DR = REFERENCE MARK DISK
 OS0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0360_STAMPING: PAT NO 2 1936
 OS0360_MARK LOGO: CGS
 OS0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0360+STABILITY: SURFACE MOTION
 OS0360
 OS0360  HISTORY     - Date     Condition        Report By
 OS0360  HISTORY     - 1936     MONUMENTED       CGS
 OS0360
 OS0360                          STATION DESCRIPTION
 OS0360
 OS0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0360'1.9 MI N FROM PATRICIA.
 OS0360'1.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0360'COUNTY, AT THE SUMMIT OF A HILL, AND 37 FEET WEST OF THE
 OS0360'CENTERLINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK,
 OS0360'STAMPED PAT NO 2 1936 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1016 ***********************************************************************
 PT1016  DESIGNATION -  PATRICK
 PT1016  PID         -  PT1016
 PT1016  STATE/COUNTY-  SD/LYMAN
 PT1016  COUNTRY     -  US
 PT1016  USGS QUAD   -  STONY BUTTE (2017)
 PT1016
 PT1016                         *CURRENT SURVEY CONTROL
 PT1016  ______________________________________________________________________
 PT1016* NAD 83(1996) POSITION- 44 07 14.06572(N) 100 18 57.39831(W)   ADJUSTED
 PT1016* NAVD 88 ORTHO HEIGHT -   682.6   (meters)     2239.    (feet) VERTCON3
 PT1016  ______________________________________________________________________
 PT1016  GEOID HEIGHT    -        -24.180 (meters)                     GEOID18
 PT1016  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 PT1016  HORZ ORDER      -  FIRST
 PT1016
 PT1016.The horizontal coordinates were established by classical geodetic methods
 PT1016.and adjusted by the National Geodetic Survey in January 1998.
 PT1016
 PT1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1016
 PT1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1016.GEOID18 height accuracy estimate available here.
 PT1016
 PT1016.Click photographs - Photos may exist for this station.
 PT1016
 PT1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1016
 PT1016. The following values were computed from the NAD 83(1996) position.
 PT1016
 PT1016;                    North         East     Units Scale Factor Converg.
 PT1016;SPC SD S     -   198,551.582   601,391.830   MT  0.99994525   +0 00 43.2
 PT1016;SPC SD S     -   651,414.65  1,973,066.36   sFT  0.99994525   +0 00 43.2
 PT1016;UTM  14      - 4,886,106.693   394,708.959   MT  0.99973635   -0 54 58.3
 PT1016
 PT1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1016!SPC SD S     -   0.99989677  x   0.99994525  =   0.99984202
 PT1016!UTM  14      -   0.99989677  x   0.99973635  =   0.99963314
 PT1016
 PT1016:                Primary Azimuth Mark                     Grid Az
 PT1016:SPC SD S     -  PATRICK AZ MK 2                          275 04 20.5
 PT1016:UTM  14      -  PATRICK AZ MK 2                          276 00 02.0
 PT1016
 PT1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9470886106(NAD 83)
 PT1016
 PT1016|---------------------------------------------------------------------|
 PT1016| PID    Reference Object                     Distance      Geod. Az  |
 PT1016|                                                           dddmmss.s |
 PT1016| CO6600 PATRICK RM 1                         30.849 METERS 14231     |
 PT1016| CO6601 PATRICK RM 2                         29.466 METERS 22310     |
 PT1016| CO6599 PATRICK AZ MK 2                                    2750503.7 |
 PT1016| CO6598 PATRICK AZ MK                                      2905044.5 |
 PT1016|---------------------------------------------------------------------|
 PT1016
 PT1016                          SUPERSEDED SURVEY CONTROL
 PT1016
 PT1016  NAD 83(1986)-  44 07 14.06206(N)    100 18 57.40162(W) AD(       ) 1
 PT1016  NAD 27      -  44 07 14.11500(N)    100 18 55.93200(W) AD(       ) 1
 PT1016  NGVD 29 (07/19/86)  682.2    (m)         2238.     (f) VERT ANG       
 PT1016
 PT1016.Superseded values are not recommended for survey control.
 PT1016
 PT1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1016.See file dsdata.pdf to determine how the superseded data were derived.
 PT1016
 PT1016_MARKER: DS = TRIANGULATION STATION DISK
 PT1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1016_STAMPING: PATRICK 1934
 PT1016_MARK LOGO: CGS
 PT1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1016+STABILITY: SURFACE MOTION
 PT1016
 PT1016  HISTORY     - Date     Condition        Report By
 PT1016  HISTORY     - 1934     MONUMENTED       CGS
 PT1016  HISTORY     - 1952     GOOD             CGS
 PT1016  HISTORY     - 1963     GOOD             USFS
 PT1016
 PT1016                          STATION DESCRIPTION
 PT1016
 PT1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1016'STATION IS 19 MILES (AIR LINE) S OF PIERRE, AND 13 MILES (AIR LINE)
 PT1016'NNW OF VIVIAN.  IT IS IN A PASTURE AT THE NW END OF LONG HOGBACK,
 PT1016'WHICH IS THE HIGHEST GROUND IN THE VICINITY.  IT IS IN SEC.
 PT1016'33, T 108 N, R 79 W AND IS 3/4 MILE ESE OF L.D. PATRICKS RANCH,
 PT1016'1/3 MILE SW OF A WHITE SCHOOL, 0.6 MILE E OF U.S. HIGHWAY 83,
 PT1016'AND 0.1 MILE S OF A GRADED SECTION LINE ROAD.
 PT1016'
 PT1016'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT1016'BRONZE DISKS SET IN CONCRETE.
 PT1016'
 PT1016'REFERENCE MARK NO. 1 IS SE OF THE STATION.
 PT1016'
 PT1016'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 PT1016'
 PT1016'THE AZIMUTH MARK IS WNW OF THE STATION.  IT IS LOCATED IN A
 PT1016'FENCE CORNER E OF U.S. HIGHWAY 83, 0.1 MILE N OF A T-INTERSECTION
 PT1016'OF U.S. HIGHWAY 83, AND A GRADED SECTION LINE ROAD.
 PT1016'
 PT1016'THE STATION MAY BE REACHED FROM THE PIERRE POST OFFICE, BY
 PT1016'GOING E, 1 BLOCK.  S, 1 BLOCK TO U.S. HIGHWAY 83, AND THENCE
 PT1016'ON U.S. HIGHWAY 83, W AND S, FOR 20.8 MILES, OR 0.3 MILE S OF L.D.
 PT1016'PATRICKS RANCH, WHICH IS ON THE W SIDE OF THE HIGHWAY.  LEAVE
 PT1016'U.S. HIGHWAY 83, TURN E ON DIM TRACKS, AND GO 0.5 MILE TO HIGH
 PT1016'GROUND AND STATION.
 PT1016'
 PT1016'A 10-FOOT STAND WILL CLEAR ALL LINES.
 PT1016
 PT1016                          STATION RECOVERY (1952)
 PT1016
 PT1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1016'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 PT1016'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ACCURATE AND
 PT1016'ADEQUATE.
 PT1016'
 PT1016'THE DESCRIPTION FOR THE AZIMUTH MARK IS INACCURATE, AND A NEW
 PT1016'AZIMUTH MARK WAS SET BEFORE THE OLD ONE WAS FOUND.  A NEW
 PT1016'DESCRIPTION FOLLOWS.
 PT1016'
 PT1016'TO REACH THE 1934 AZIMUTH MARK FROM THE STATION GO WEST ON THE
 PT1016'DIRT ROAD FOR 0.2 MILE, TURN RIGHT (NORTH) AND GO ACROSS PASTURE
 PT1016'LAND FOR 0.15 MILE TO AN EAST WEST FENCELINE AND THE AZIMUTH
 PT1016'MARK AS DESCRIBED BELOW.
 PT1016'
 PT1016'THE 1934 AZIMUTH MARK IS ABOUT 0.2 MILE WESTNORTHWEST OF THE
 PT1016'STATION, 0.2 MILE EAST OF U.S. HIGHWAY 83, 8 FEET NORTH OF AN
 PT1016'ABANDONED SECTION LINE ROAD, AND 4 FEET SOUTH OF THE WIRE
 PT1016'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1016'PATRICK 1934.
 PT1016'
 PT1016'TO REACH THE 1952 AZIMUTH MARK FROM THE STATION GO WEST ON THE
 PT1016'DIRT ROAD FOR 0.5 MILE TO U.S. HIGHWAY 83 AND THE AZIMUTH MARK ON
 PT1016'THE LEFT AS DESCRIBED BELOW.
 PT1016'
 PT1016'THE 1952 AZIMUTH MARK IS ABOUT 150 FEET SOUTHWEST OF A
 PT1016'T-INTERSECTION, 49 FEET WEST OF THE HIGHWAY, 17 FEET NORTHWEST
 PT1016'OF A TELEPHONE POLE AND 2 FEET EAST OF A WIRE FENCE.  THE MARK
 PT1016'PROJECTS 8 INCHES AND THE DISK IS STAMPED PATRICK 1934 1952.
 PT1016'
 PT1016'HEIGHT OF LIGHT ABOVE MARK--14 METERS.
 PT1016
 PT1016                          STATION RECOVERY (1963)
 PT1016
 PT1016'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWP)
 PT1016'STATION AND REFERENCE MARKERS WERE FOUND AS DESCRIBED IN
 PT1016'GOOD CONDITION THE AZIMUTH MARK WAS FOUND 0.5 MILES WEST OF
 PT1016'STATION, 20 FEET EAST OF A NORTH-SOUTH FENCE LINE ON WEST
 PT1016'SIDE OF OLD U.S. 83 AND 0.1 MILE SOUTH OF GRADED T ROAD
 PT1016'INTERSECTION OLD U.S. 83.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0728 ***********************************************************************
 OQ0728  DESIGNATION -  PATTEE
 OQ0728  PID         -  OQ0728
 OQ0728  STATE/COUNTY-  SD/LINCOLN
 OQ0728  COUNTRY     -  US
 OQ0728  USGS QUAD   -  ALCESTER SE (2017)
 OQ0728
 OQ0728                         *CURRENT SURVEY CONTROL
 OQ0728  ______________________________________________________________________
 OQ0728* NAD 83(1996) POSITION- 43 05 09.86459(N) 096 30 33.57206(W)   ADJUSTED
 OQ0728* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 OQ0728  ______________________________________________________________________
 OQ0728  GEOID HEIGHT    -        -26.138 (meters)                     GEOID18
 OQ0728  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 OQ0728  HORZ ORDER      -  THIRD
 OQ0728
 OQ0728.The horizontal coordinates were established by classical geodetic methods
 OQ0728.and adjusted by the National Geodetic Survey in January 1998.
 OQ0728
 OQ0728.The orthometric height was scaled from a topographic map.
 OQ0728
 OQ0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0728.GEOID18 height accuracy estimate available here.
 OQ0728
 OQ0728.Click photographs - Photos may exist for this station.
 OQ0728
 OQ0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0728
 OQ0728. The following values were computed from the NAD 83(1996) position.
 OQ0728
 OQ0728;                    North         East     Units Scale Factor Converg.
 OQ0728;SPC SD S     -    90,789.503   911,252.051   MT  0.99994975   +2 38 16.8
 OQ0728;SPC SD S     -   297,865.23  2,989,666.10   sFT  0.99994975   +2 38 16.8
 OQ0728;UTM  14      - 4,773,384.177   702,731.530   MT  1.00010563   +1 42 07.0
 OQ0728
 OQ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0728!SPC SD S     -   0.99994071  x   0.99994975  =   0.99989046
 OQ0728!UTM  14      -   0.99994071  x   1.00010563  =   1.00004634
 OQ0728
 OQ0728:                Primary Azimuth Mark                     Grid Az
 OQ0728:SPC SD S     -  PATTEE AZ MK                             353 48 51.5
 OQ0728:UTM  14      -  PATTEE AZ MK                             354 45 01.3
 OQ0728
 OQ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0273173384(NAD 83)
 OQ0728
 OQ0728|---------------------------------------------------------------------|
 OQ0728| PID    Reference Object                     Distance      Geod. Az  |
 OQ0728|                                                           dddmmss.s |
 OQ0728| CO3438 PATTEE RM 1                          16.340 METERS 24026     |
 OQ0728| CO3439 PATTEE RM 2                          23.512 METERS 31859     |
 OQ0728| CO3437 PATTEE AZ MK                                       3562708.3 |
 OQ0728|---------------------------------------------------------------------|
 OQ0728
 OQ0728                          SUPERSEDED SURVEY CONTROL
 OQ0728
 OQ0728  NAD 83(1995)-  43 05 09.86490(N)    096 30 33.56922(W) AD(       ) 3
 OQ0728  NAD 83(1986)-  43 05 09.86788(N)    096 30 33.56175(W) AD(       ) 3
 OQ0728  NAD 27      -  43 05 09.90800(N)    096 30 32.42500(W) AD(       ) 3
 OQ0728
 OQ0728.Superseded values are not recommended for survey control.
 OQ0728
 OQ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0728.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0728
 OQ0728_MARKER: DS = TRIANGULATION STATION DISK
 OQ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0728_STAMPING: PATTEE 1949
 OQ0728_MARK LOGO: CGS
 OQ0728_PROJECTION: RECESSED 30 CENTIMETERS
 OQ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0728+STABILITY: SURFACE MOTION
 OQ0728
 OQ0728  HISTORY     - Date     Condition        Report By
 OQ0728  HISTORY     - 1949     MONUMENTED       CGS
 OQ0728  HISTORY     - 1963     GOOD             CGS
 OQ0728
 OQ0728                          STATION DESCRIPTION
 OQ0728
 OQ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0728'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF HUDSON AND
 OQ0728'0.2 MILE NORTH OF THE LINCOLN-UNION COUNTY LINE.  IT IS 85 FEET
 OQ0728'EAST OF THE CENTERLINE OF THE ROAD, 48 FEET EAST OF THE FENCE
 OQ0728'LINE AND 6 FEET EAST-NORTHEAST OF A WITNESS POST.  THE MARK
 OQ0728'IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISC IS
 OQ0728'STAMPED PATTEE 1949.
 OQ0728'
 OQ0728'REFERENCE MARK, NO. 1 IS IN THE FENCELINE AND IS 41 FEET EAST
 OQ0728'OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND
 OQ0728'THE DISC IS STAMPED PATTEE NO 1 1949.
 OQ0728'
 OQ0728'REFERENCE MARK NO. 2 IS IN THE FENCE LINE AND IS 39 FEET EAST
 OQ0728'OF THE CENTERLINE OF THE ROAD.  THE MARK IS FLUSH AND THE DISC
 OQ0728'IS STAMPED PATTEE NO 2 1949.
 OQ0728'
 OQ0728'AZIMUTH MARK, IS 35 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.5
 OQ0728'FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 2 FEET SOUTHEAST
 OQ0728'OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISC
 OQ0728'IS STAMPED PATTEE 1949.
 OQ0728'
 OQ0728'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND 12 IN HAWARDEN
 OQ0728'IOWA, GO NORTH ON HIGHWAY 10 FOR 3.9 MILES TO STATELINE AT THE
 OQ0728'RIVER BRIDGE, CONTINUE NORTH ON STATE HIGHWAY 46 (SOUTH DAKOTA)
 OQ0728'FOR 2.3 MILES TO A T INTERSECTION, TURN LEFT (WEST) ON HIGHWAY 46
 OQ0728'FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH 0.2 MILE
 OQ0728'TO STATION ON RIGHT.
 OQ0728'
 OQ0728'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH 0.4 MILE TO
 OQ0728'THE MARK ON THE LEFT.
 OQ0728'
 OQ0728'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OQ0728
 OQ0728                          STATION RECOVERY (1963)
 OQ0728
 OQ0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 OQ0728'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OQ0728'IN GOOD CONDITION.  THE SURFACE STATION MARK IS ABOUT 3 INCHES
 OQ0728'BELOW THE LEVEL OF THE HILL AND REFERENCE MARK NO. 2 IS 7 FEET
 OQ0728'SOUTH-SOUTHEAST OF POWER POLE AND 1 FOOT EAST OF FENCE.
 OQ0728'
 OQ0728'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 35 FEET WEST
 OQ0728'OF THE CENTERLINE OF GRADED ROAD, 1 FOOT EAST OF A WIRE FENCE,
 OQ0728'AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 OQ0728'4 INCHES AND THE DISK IS STAMPED PATTEE 1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0366 ***********************************************************************
 OR0366  DESIGNATION -  PAUL
 OR0366  PID         -  OR0366
 OR0366  STATE/COUNTY-  SD/BRULE
 OR0366  COUNTRY     -  US
 OR0366  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0366
 OR0366                         *CURRENT SURVEY CONTROL
 OR0366  ______________________________________________________________________
 OR0366* NAD 83(1996) POSITION- 43 44 58.02901(N) 098 57 45.53792(W)   ADJUSTED
 OR0366* NAVD 88 ORTHO HEIGHT -   545.477 (meters)     1789.62  (feet) ADJUSTED
 OR0366  ______________________________________________________________________
 OR0366  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 OR0366  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 OR0366  DYNAMIC HEIGHT  -        545.326 (meters)     1789.12  (feet) COMP
 OR0366  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 OR0366
 OR0366  HORZ ORDER      -  SECOND
 OR0366  VERT ORDER      -  FIRST     CLASS II
 OR0366
 OR0366.The horizontal coordinates were established by classical geodetic methods
 OR0366.and adjusted by the National Geodetic Survey in January 1998.
 OR0366
 OR0366.The orthometric height was determined by differential leveling and
 OR0366.adjusted by the NATIONAL GEODETIC SURVEY
 OR0366.in June 1991.
 OR0366
 OR0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0366.GEOID18 height accuracy estimate available here.
 OR0366
 OR0366.Click photographs - Photos may exist for this station.
 OR0366
 OR0366.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0366
 OR0366.The dynamic height is computed by dividing the NAVD 88
 OR0366.geopotential number by the normal gravity value computed on the
 OR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0366.degrees latitude (g = 980.6199 gals.).
 OR0366
 OR0366.The modeled gravity was interpolated from observed gravity values.
 OR0366
 OR0366. The following values were computed from the NAD 83(1996) position.
 OR0366
 OR0366;                    North         East     Units Scale Factor Converg.
 OR0366;SPC SD S     -   158,229.795   710,383.910   MT  0.99990948   +0 56 44.0
 OR0366;SPC SD S     -   519,125.59  2,330,651.21   sFT  0.99990948   +0 56 44.0
 OR0366;UTM  14      - 4,844,046.372   503,007.122   MT  0.99960011   +0 01 33.0
 OR0366
 OR0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0366!SPC SD S     -   0.99991851  x   0.99990948  =   0.99982799
 OR0366!UTM  14      -   0.99991851  x   0.99960011  =   0.99951865
 OR0366
 OR0366:                Primary Azimuth Mark                     Grid Az
 OR0366:SPC SD S     -  KIMBALL WATER TANK                       045 42 05.1
 OR0366:UTM  14      -  KIMBALL WATER TANK                       046 37 16.1
 OR0366
 OR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0300744046(NAD 83)
 OR0366
 OR0366|---------------------------------------------------------------------|
 OR0366| PID    Reference Object                     Distance      Geod. Az  |
 OR0366|                                                           dddmmss.s |
 OR0366| OR0841 KIMBALL WATER TANK                  468.099 METERS 0463849.1 |
 OR0366| CO3441 PAUL RM 2                            27.854 METERS 18105     |
 OR0366| OR0367 PAUL RM 1                            35.204 METERS 27336     |
 OR0366|---------------------------------------------------------------------|
 OR0366
 OR0366                          SUPERSEDED SURVEY CONTROL
 OR0366
 OR0366  NAD 83(1995)-  43 44 58.02870(N)    098 57 45.54092(W) AD(       ) 2
 OR0366  NAD 83(1986)-  43 44 58.02870(N)    098 57 45.54151(W) AD(       ) 2
 OR0366  NAD 27      -  43 44 58.03000(N)    098 57 44.20800(W) AD(       ) 2
 OR0366  NGVD 29 (??/??/92)  545.109  (m)         1788.41   (f) ADJ UNCH    1 2
 OR0366  NGVD 29             545.11   (m)         1788.4    (f) LEVELING    3  
 OR0366
 OR0366.Superseded values are not recommended for survey control.
 OR0366
 OR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0366.See file dsdata.pdf to determine how the superseded data were derived.
 OR0366
 OR0366_MARKER: DS = TRIANGULATION STATION DISK
 OR0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0366_STAMPING: PAUL 1924
 OR0366_MARK LOGO: CGS
 OR0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0366+STABILITY: SURFACE MOTION
 OR0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0366+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OR0366
 OR0366  HISTORY     - Date     Condition        Report By
 OR0366  HISTORY     - 1924     MONUMENTED       CGS
 OR0366  HISTORY     - 1924     GOOD             CGS
 OR0366  HISTORY     - 1925     GOOD             CGS
 OR0366  HISTORY     - 1935     GOOD             CGS
 OR0366  HISTORY     - 1966     GOOD             CGS
 OR0366  HISTORY     - 1967     GOOD             CGS
 OR0366  HISTORY     - 19910621 GOOD             NGS
 OR0366
 OR0366                          STATION DESCRIPTION
 OR0366
 OR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0366'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0366'ST. PAUL AND PACIFIC RAILROAD, ABOUT 260 YARDS W OF THE RAILROAD
 OR0366'STATION AT KIMBALL, SOUTH DAKOTA.  IT IS OPPOSITE THE SECOND
 OR0366'FROM THE LAST SWITCH STAND W OF TOWN AND ABOUT 100 YARDS E
 OR0366'OF FIRST ROAD CROSSING W OF DEPOT.  THE MARK IS ABOUT 45
 OR0366'FEET N OF N RAIL OF MAIN LINE AND ABOUT 2-1/2 FEET ABOVE THE
 OR0366'TRACK LEVEL.
 OR0366'
 OR0366'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OR0366'IN CONCRETE.
 OR0366'
 OR0366'REFERENCE MARK IS ABOUT 40 YARDS W OF STATION, JUST INSIDE
 OR0366'THE FENCE MARKING THE NORTHERN LIMITS OF THE RIGHT-OF-WAY.
 OR0366'
 OR0366'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.86 METERS.
 OR0366
 OR0366                          STATION RECOVERY (1924)
 OR0366
 OR0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0366'AT KIMBALL, BRULE COUNTY, ABOUT 260 YARDS WEST OF THE CHICAGO,
 OR0366'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 100
 OR0366'YARDS EAST OF THE FIRST STREET CROSSING WEST OF THE STATION,
 OR0366'OPPOSITE A SWITCH STAND, 44.5 FEET NORTH OF THE CENTER LINE
 OR0366'OF THE MAIN TRACK, 31.5 FEET NORTH OF THE CENTER LINE OF THE
 OR0366'NORTH PASSING TRACK, AND ABOUT 2-1/2 FEET HIGHER THAN THE
 OR0366'TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED PAUL
 OR0366'1924 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0366'2 INCHES ABOVE GROUND.
 OR0366
 OR0366                          STATION RECOVERY (1925)
 OR0366
 OR0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 OR0366'THIS STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE
 OR0366'MARK FOUND IN GOOD CONDITION.
 OR0366'
 OR0366'AZIMUTH AT PAUL--AZIMUTH OBSERVATIONS WERE MADE FROM PAUL
 OR0366'WITH LIGHT ON KIMBALL EAST BASE AS MARK.  THERE WAS NO ECCENTRICITY
 OR0366'OF INSTRUMENT OR LIGHT.
 OR0366
 OR0366                          STATION RECOVERY (1935)
 OR0366
 OR0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0366'THIS STATION RECOVERED JUNE 11, 1935 AND FOUND TO BE IN GOOD
 OR0366'CONDITION.  STATION WAS FOUND TO BE AS DESCRIBED.  FOLLOWING
 OR0366'ADDITIONAL MEASUREMENTS WERE MADE--44.5 FEET N OF CENTER
 OR0366'LINE OF MAIN TRACK, 31.5 FEET N OF CENTER LINE OF N PASSING
 OR0366'TRACK, AND 5 FEET S OF N RIGHT-OF-WAY FENCE.
 OR0366'
 OR0366'REFERENCE MARK IS ABOUT 50 YARDS E OF ROAD CROSSING, ABOUT
 OR0366'30 YARDS E OF W SWITCH, 45 FEET N OF CENTER LINE OF MAIN TRACK,
 OR0366'4.5 FEET S OF N RIGHT-OF-WAY FENCE, AND ABOUT 115.5 FEET W
 OR0366'OF STATION.
 OR0366
 OR0366                          STATION RECOVERY (1966)
 OR0366
 OR0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OR0366'THE STATION MARK, REFERENCE MARK NUMBER 1 WERE RECOVERED AND
 OR0366'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 OR0366'STATION FOLLOWS.
 OR0366'
 OR0366'TO REACH THE STATION FROM THE POST OFFICE IN KIMBALL, GO
 OR0366'NORTH ON THE MAIN STREET FOR 0.15 MILE TO A CROSSROAD AND
 OR0366'BEFORE REACHING THE RAILROAD TRACKS, TURN LEFT AND GO WEST
 OR0366'ON A GRAVEL ROAD FOR 0.25 MILE TO WHERE THE ROAD TURNS NORTH
 OR0366'AND THE RAILROAD TRACKS.  TURN RIGHT AND GO EAST ON THE NORTH
 OR0366'SIDE OF THE RIGHT-OF-WAY FOR 0.15 MILE AND THE STATION ON
 OR0366'THE LEFT.
 OR0366'
 OR0366'THE STATION MARK IS 45 FEET NORTH OF THE RAILROAD TRACKS, ABOUT
 OR0366'55 FEET NORTH OF A RAILROAD SWITCH AND 4 FEET SOUTH OF A
 OR0366'WOODEN FENCE.
 OR0366'
 OR0366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 OR0366'IS LOCATED ON THE WEST SIDE OF THE TOWN OF KIMBALL AND ON THE
 OR0366'RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE ST. PAUL AND PACIFICE
 OR0366'RAILROAD.
 OR0366
 OR0366                          STATION RECOVERY (1967)
 OR0366
 OR0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OR0366'STATION RECOVERED AND STATION AND REFERENCE MARK FOUND IN
 OR0366'GOOD CONDITION.  AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED
 OR0366'AT THE TIME OF RECOVERY.
 OR0366'
 OR0366'THE STATION IS ABOUT 0.15 MILE WEST OF THE KIMBALL RAILROAD
 OR0366'STATION, TO THE NORTH OF THE EXTREME WEST END OF THE RAILROAD
 OR0366'SIDING, 52.8 FEET NORTH OF THE CENTER OF THE SWITCH FOR THE
 OR0366'SIDING, 41.7 FEET NORTH OF THE CENTER OF THE NORTH RAIL, 5
 OR0366'FEET SOUTH OF A FENCE AND 4.5 FEET SOUTH OF A METAL WITNESS
 OR0366'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED PAUL 1924.
 OR0366'
 OR0366'R.M. NO. 1 IS 42.2 FEET NORTH OF THE CENTER OF THE NORTH
 OR0366'RAIL AND 5 FEET SOUTH OF A FENCE.  THE MARK IS FLUSH AND
 OR0366'THE DISK IS STAMPED PAUL 1924 NO 1.
 OR0366'
 OR0366'R.M. NO. 2 IS 44.8 FEET SOUTH OF THE CENTER OF THE SOUTH RAIL,
 OR0366'39 FEET SOUTH-SOUTHEAST OF THE SWITCH FOR THE SIDING, 33 FEET
 OR0366'NORTH OF THE CENTERLINE OF THE ROAD AND IN LINE WITH THE
 OR0366'TELEGRAPH POLES.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OR0366'PAUL NO 2 1924 1967.
 OR0366'
 OR0366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KIMBALL
 OR0366
 OR0366                          STATION RECOVERY (1991)
 OR0366
 OR0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0366'0.3 KM (0.2 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OR0366'KIMBALL, THENCE 0.4 KM (0.2 MI) WESTERLY ALONG THE DAKOTA SOUTHERN
 OR0366'RAILROAD, 81.3 M (266.7 FT) EAST OF THE CENTER OF A STREET, 38.4 M
 OR0366'(126.0 FT) NORTH OF THE CENTER OF RAILROAD STREET, 12.8 M (42.0 FT)
 OR0366'NORTH OF THE NEAR RAIL, 1.4 M (4.6 FT) SOUTH OF A WITNESS POST AND
 OR0366'FENCE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 OR0366'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2178 ***********************************************************************
 PU2178  DESIGNATION -  PAUL
 PU2178  PID         -  PU2178
 PU2178  STATE/COUNTY-  SD/PENNINGTON
 PU2178  COUNTRY     -  US
 PU2178  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU2178
 PU2178                         *CURRENT SURVEY CONTROL
 PU2178  ______________________________________________________________________
 PU2178* NAD 83(1996) POSITION- 44 01 51.01974(N) 102 03 32.80068(W)   ADJUSTED
 PU2178* NAVD 88 ORTHO HEIGHT -   831.    (meters)     2726.    (feet) SCALED
 PU2178  ______________________________________________________________________
 PU2178  GEOID HEIGHT    -        -19.643 (meters)                     GEOID18
 PU2178  LAPLACE CORR    -         -8.95  (seconds)                    DEFLEC18
 PU2178  HORZ ORDER      -  SECOND
 PU2178
 PU2178.The horizontal coordinates were established by classical geodetic methods
 PU2178.and adjusted by the National Geodetic Survey in January 1998.
 PU2178
 PU2178.The orthometric height was scaled from a topographic map.
 PU2178
 PU2178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2178.GEOID18 height accuracy estimate available here.
 PU2178
 PU2178.Click photographs - Photos may exist for this station.
 PU2178
 PU2178.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2178
 PU2178. The following values were computed from the NAD 83(1996) position.
 PU2178
 PU2178;                    North         East     Units Scale Factor Converg.
 PU2178;SPC SD S     -   190,018.437   461,672.894   MT  0.99993275   -1 11 25.9
 PU2178;SPC SD S     -   623,418.82  1,514,671.82   sFT  0.99993275   -1 11 25.9
 PU2178;UTM  13      - 4,879,503.657   735,664.620   MT  1.00028312   +2 02 42.0
 PU2178;UTM  14      - 4,879,848.754   254,861.445   MT  1.00033915   -2 07 38.2
 PU2178
 PU2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2178!SPC SD S     -   0.99987272  x   0.99993275  =   0.99980548
 PU2178!UTM  13      -   0.99987272  x   1.00028312  =   1.00015580
 PU2178!UTM  14      -   0.99987272  x   1.00033915  =   1.00021183
 PU2178
 PU2178:                Primary Azimuth Mark                     Grid Az
 PU2178:SPC SD S     -  PAUL AZ MK                               207 03 07.5
 PU2178:UTM  13      -  PAUL AZ MK                               203 48 59.6
 PU2178:UTM  14      -  PAUL AZ MK                               207 59 19.8
 PU2178
 PU2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3566479503(NAD 83)
 PU2178
 PU2178|---------------------------------------------------------------------|
 PU2178| PID    Reference Object                     Distance      Geod. Az  |
 PU2178|                                                           dddmmss.s |
 PU2178| CQ4565 PAUL RM 1                            18.454 METERS 08720     |
 PU2178| CQ4566 PAUL RM 2                             6.232 METERS 17905     |
 PU2178| PU0353 PAUL AZ MK                                         2055141.6 |
 PU2178|---------------------------------------------------------------------|
 PU2178
 PU2178                          SUPERSEDED SURVEY CONTROL
 PU2178
 PU2178  NAD 83(1986)-  44 01 51.01200(N)    102 03 32.80263(W) AD(       ) 2
 PU2178  NAD 27      -  44 01 51.05340(N)    102 03 31.24910(W) AD(       ) 2
 PU2178
 PU2178.Superseded values are not recommended for survey control.
 PU2178
 PU2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2178.See file dsdata.pdf to determine how the superseded data were derived.
 PU2178
 PU2178_MARKER: DS = TRIANGULATION STATION DISK
 PU2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2178_STAMPING: PAUL 1961
 PU2178_MARK LOGO: CGS
 PU2178_PROJECTION: FLUSH
 PU2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2178+STABILITY: SURFACE MOTION
 PU2178
 PU2178  HISTORY     - Date     Condition        Report By
 PU2178  HISTORY     - 1961     MONUMENTED       CGS
 PU2178
 PU2178                          STATION DESCRIPTION
 PU2178
 PU2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2178'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF WALL, 10
 PU2178'MILES NORTHWEST OF COTTONWOOD, 5 MILES NORTHEAST OF QUINN,
 PU2178'IN SEC. 22.  R. 17 E., T. 1 N. AND 1/2 MILE EAST OF A NORTH-SOUTH
 PU2178'GRAVELED ROAD.  IT IS 3.6 FEET SOUTH OF AN EAST-WEST FENCE
 PU2178'LINE, 5.1 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 PU2178'SIGN.  IT IS STAMPED PAUL 1961 AND IT IS SET FLUSH WITH THE
 PU2178'GROUND.
 PU2178'
 PU2178'TO REACH THE STATION FROM SMITHS SERVICE STATION AND STORE IN
 PU2178'COTTONWOOD, GO WEST ON U.S. HIGHWAY 14 FOR 8.0 MILES TO A
 PU2178'CROSSROAD AND SIGNPOST INTERIOR 19, TURN RIGHT AND GO NORTH
 PU2178'ON A GRAVELED ROAD 1.25 MILES, THENCE WEST ON THE MAIN GRAVELED
 PU2178'ROAD 0.4 MILE, TURN RIGHT AND CONTINUE ON THE MAIN GRAVELED
 PU2178'ROAD 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 PU2178'CONTINUE NORTH FOR 0.4 MILE TO A SECTION LINE CROSSROAD, TURN
 PU2178'RIGHT AND GO EAST FOR 0.1 MILE TO A CROSSING OVER A GRADED
 PU2178'DITCH, TURN LEFT OVER DITCH, THENCE WEST ALONG THE NORTH
 PU2178'SIDE OF A FENCE LINE FOR 0.1 MILE, TURN RIGHT AND GO NORTH
 PU2178'ALONG THE EAST SIDE OF THE FENCE LINE FOR 0.5 MILE TO A T
 PU2178'FENCE CORNER, TURN RIGHT AND GO EAST ALONG THE SOUTH SIDE
 PU2178'OF A FENCE LINE FOR 0.45 MILE TO THE STATION AS DESCRIBED.
 PU2178'
 PU2178'R.M. 1 IS 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 PU2178'STAMPED PAUL NO 1 1961 AND PROJECTS ABOUT 2 INCHES ABOVE THE
 PU2178'GROUND SURFACE.
 PU2178'
 PU2178'R.M. 2 IS 23.9 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 PU2178'STAMPED PAUL NO 2 1961 AND SET FLUSH WITH THE GROUND SURFACE.
 PU2178'
 PU2178'THE AZIMUTH MARK IS 28.0 FEET WEST OF A NORTH-SOUTH GRAVELED
 PU2178'ROAD, 3.6 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2.6 FEET
 PU2178'EAST OF A METAL WITNESS POST AND SIGN.  IT IS STAMPED PAUL
 PU2178'1961 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0353 ***********************************************************************
 PU0353  DESIGNATION -  PAUL AZ MK
 PU0353  PID         -  PU0353
 PU0353  STATE/COUNTY-  SD/PENNINGTON
 PU0353  COUNTRY     -  US
 PU0353  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0353
 PU0353                         *CURRENT SURVEY CONTROL
 PU0353  ______________________________________________________________________
 PU0353* NAD 83(1986) POSITION- 44 01 05.     (N) 102 04 04.     (W)   SCALED
 PU0353* NAVD 88 ORTHO HEIGHT -   793.564 (meters)     2603.55  (feet) ADJUSTED
 PU0353  ______________________________________________________________________
 PU0353  GEOID HEIGHT    -        -19.615 (meters)                     GEOID18
 PU0353  DYNAMIC HEIGHT  -        793.329 (meters)     2602.78  (feet) COMP
 PU0353  MODELED GRAVITY -    980,296.1   (mgal)                       NAVD 88
 PU0353
 PU0353  VERT ORDER      -  SECOND    CLASS 0
 PU0353
 PU0353.The horizontal coordinates were scaled from a map and have
 PU0353.an estimated accuracy of +/- 6 seconds.
 PU0353
 PU0353.The orthometric height was determined by differential leveling and
 PU0353.adjusted by the NATIONAL GEODETIC SURVEY
 PU0353.in June 1991.
 PU0353
 PU0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0353.GEOID18 height accuracy estimate available here.
 PU0353
 PU0353.Click photographs - Photos may exist for this station.
 PU0353
 PU0353.The dynamic height is computed by dividing the NAVD 88
 PU0353.geopotential number by the normal gravity value computed on the
 PU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0353.degrees latitude (g = 980.6199 gals.).
 PU0353
 PU0353.The modeled gravity was interpolated from observed gravity values.
 PU0353
 PU0353;                    North         East    Units  Estimated Accuracy
 PU0353;SPC SD S     -   188,610.      460,950.      MT  (+/- 180 meters Scaled)
 PU0353
 PU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ350780(NAD 83)
 PU0353
 PU0353                          SUPERSEDED SURVEY CONTROL
 PU0353
 PU0353  NAD 27      -  44 01 05.34200(N)    102 04 01.95400(W) AD(       ) 3
 PU0353  NGVD 29 (??/??/92)  793.113  (m)         2602.07   (f) ADJ UNCH    2 0
 PU0353  NGVD 29             793.11   (m)         2602.1    (f) LEVELING    3  
 PU0353
 PU0353.Superseded values are not recommended for survey control.
 PU0353
 PU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0353.See file dsdata.pdf to determine how the superseded data were derived.
 PU0353
 PU0353_MARKER: DZ = AZIMUTH MARK DISK
 PU0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0353_STAMPING: PAUL 1961
 PU0353_MARK LOGO: CGS
 PU0353_PROJECTION: FLUSH
 PU0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0353+STABILITY: SURFACE MOTION
 PU0353
 PU0353  HISTORY     - Date     Condition        Report By
 PU0353  HISTORY     - 1961     MONUMENTED       CGS
 PU0353  HISTORY     - 1962     GOOD             CGS
 PU0353
 PU0353                          STATION DESCRIPTION
 PU0353
 PU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU0353'TO REACH THE STATION FROM SMITHS SERVICE STATION AND STORE IN
 PU0353'COTTONWOOD, GO WEST ON U.S. HIGHWAY 14 FOR 8.0 MILES TO A
 PU0353'CROSSROAD AND SIGNPOST INTERIOR 19, TURN RIGHT AND GO NORTH
 PU0353'ON A GRAVELED ROAD 1.25 MILES, THENCE WEST ON THE MAIN GRAVELED
 PU0353'ROAD 0.4 MILE, TURN RIGHT AND CONTINUE ON THE MAIN GRAVELED
 PU0353'ROAD 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 PU0353'
 PU0353'THE AZIMUTH MARK IS 28.0 FEET WEST OF A NORTH-SOUTH GRAVELED
 PU0353'ROAD, 3.6 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2.6 FEET
 PU0353'EAST OF A METAL WITNESS POST AND SIGN.  IT IS STAMPED PAUL
 PU0353'1961 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 PU0353
 PU0353                          STATION RECOVERY (1962)
 PU0353
 PU0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0353'7 MI NE FROM QUINN.
 PU0353'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0353'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 3.35
 PU0353'MILES NORTH ALONG A GRAVELED ROAD, ON THE CREST OF A SMALL HILL,
 PU0353'0.4 MILE SOUTH OF A ROAD INTERSECTION, 28 FEET WEST OF THE CENTER
 PU0353'LINE OF THE ROAD, 3 1/2 FEET EAST OF A FENCE, 2.8 FEET EAST OF
 PU0353'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 PU0353'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PU0353'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0367 ***********************************************************************
 OR0367  DESIGNATION -  PAUL RM 1
 OR0367  PID         -  OR0367
 OR0367  STATE/COUNTY-  SD/BRULE
 OR0367  COUNTRY     -  US
 OR0367  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0367
 OR0367                         *CURRENT SURVEY CONTROL
 OR0367  ______________________________________________________________________
 OR0367* NAD 83(1986) POSITION- 43 44 58.10   (N) 098 57 47.11   (W)   HD_HELD1
 OR0367* NAVD 88 ORTHO HEIGHT -   544.91  (+/-2cm)     1787.8   (feet) VERTCON3
 OR0367  ______________________________________________________________________
 OR0367  GEOID HEIGHT    -        -25.736 (meters)                     GEOID18
 OR0367  VERT ORDER      -  ? (See Below)
 OR0367
 OR0367.The horizontal coordinates were determined by differentially corrected
 OR0367.hand held GPS observations or other comparable positioning techniques
 OR0367.and have an estimated accuracy of +/- 3 meters.
 OR0367
 OR0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0367
 OR0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0367.GEOID18 height accuracy estimate available here.
 OR0367
 OR0367.The vertical order pertains to the NGVD 29 superseded value.
 OR0367
 OR0367.Click photographs - Photos may exist for this station.
 OR0367
 OR0367;                    North         East    Units  Estimated Accuracy
 OR0367;SPC SD S     -   158,231.4     710,348.7     MT  (+/- 3 meters HH1 GPS) 
 OR0367
 OR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0297144048(NAD 83)
 OR0367
 OR0367                          SUPERSEDED SURVEY CONTROL
 OR0367
 OR0367  NGVD 29 (??/??/92)  544.542  (m)         1786.55   (f) ADJ UNCH       
 OR0367
 OR0367.Superseded values are not recommended for survey control.
 OR0367
 OR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0367.See file dsdata.pdf to determine how the superseded data were derived.
 OR0367
 OR0367_MARKER: DR = REFERENCE MARK DISK
 OR0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0367_STAMPING: PAUL 1924
 OR0367_MARK LOGO: CGS
 OR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0367+STABILITY: SURFACE MOTION
 OR0367
 OR0367  HISTORY     - Date     Condition        Report By
 OR0367  HISTORY     - 1924     MONUMENTED       CGS
 OR0367  HISTORY     - 1935     GOOD             CGS
 OR0367  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0367
 OR0367                          STATION DESCRIPTION
 OR0367
 OR0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0367'AT KIMBALL.
 OR0367'AT KIMBALL, BRULE COUNTY, ABOUT 298 YARDS WEST OF THE CHICAGO,
 OR0367'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 62
 OR0367'YARS EAST OF THE FIRST STREET CROSSING WEST OF THE STATION,
 OR0367'NEAR A SWITCH STAND, ABOUT 38 YARDS WEST OF TRAVERSE STATION
 OR0367'PAUL, DESCRIBED ABOVE, AND 45 FEET NORTH OF THE NORTH RAIL OF THE
 OR0367'MAIN TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED PAUL 1924
 OR0367'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 OR0367'ABOVE GROUND.
 OR0367
 OR0367                          STATION RECOVERY (1935)
 OR0367
 OR0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0367'RECOVERED IN GOOD CONDITION.
 OR0367
 OR0367                          STATION RECOVERY (1991)
 OR0367
 OR0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0367'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0786 ***********************************************************************
 OS0786  DESIGNATION -  PAVLAS
 OS0786  PID         -  OS0786
 OS0786  STATE/COUNTY-  SD/JACKSON
 OS0786  COUNTRY     -  US
 OS0786  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0786
 OS0786                         *CURRENT SURVEY CONTROL
 OS0786  ______________________________________________________________________
 OS0786* NAD 83(1996) POSITION- 43 54 19.78331(N) 101 48 40.91791(W)   ADJUSTED
 OS0786* NAVD 88 ORTHO HEIGHT -   745.    (meters)     2444.    (feet) SCALED
 OS0786  ______________________________________________________________________
 OS0786  GEOID HEIGHT    -        -20.519 (meters)                     GEOID18
 OS0786  LAPLACE CORR    -         -8.69  (seconds)                    DEFLEC18
 OS0786  HORZ ORDER      -  SECOND
 OS0786
 OS0786.The horizontal coordinates were established by classical geodetic methods
 OS0786.and adjusted by the National Geodetic Survey in January 1998.
 OS0786
 OS0786.The orthometric height was scaled from a topographic map.
 OS0786
 OS0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0786.GEOID18 height accuracy estimate available here.
 OS0786
 OS0786.Click photographs - Photos may exist for this station.
 OS0786
 OS0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0786
 OS0786. The following values were computed from the NAD 83(1996) position.
 OS0786
 OS0786;                    North         East     Units Scale Factor Converg.
 OS0786;SPC SD S     -   175,711.560   481,280.450   MT  0.99991940   -1 01 10.6
 OS0786;SPC SD S     -   576,480.34  1,579,000.94   sFT  0.99991940   -1 01 10.6
 OS0786;UTM  14      - 4,865,219.047   274,240.168   MT  1.00022691   -1 57 01.5
 OS0786
 OS0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0786!SPC SD S     -   0.99988634  x   0.99991940  =   0.99980575
 OS0786!UTM  14      -   0.99988634  x   1.00022691  =   1.00011322
 OS0786
 OS0786:                Primary Azimuth Mark                     Grid Az
 OS0786:SPC SD S     -  CEDAR                                    201 48 05.9
 OS0786:UTM  14      -  CEDAR                                    202 43 56.8
 OS0786
 OS0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7424065219(NAD 83)
 OS0786
 OS0786|---------------------------------------------------------------------|
 OS0786| PID    Reference Object                     Distance      Geod. Az  |
 OS0786|                                                           dddmmss.s |
 OS0786| CQ4570 PAVLAS RM 1                          14.138 METERS 08617     |
 OS0786| CQ4571 PAVLAS RM 2                          14.928 METERS 17628     |
 OS0786| OS0789 CEDAR                               APPROX. 4.0 KM 2004655.3 |
 OS0786|---------------------------------------------------------------------|
 OS0786
 OS0786                          SUPERSEDED SURVEY CONTROL
 OS0786
 OS0786  NAD 83(1995)-  43 54 19.77546(N)    101 48 40.91995(W) AD(       ) 2
 OS0786  NAD 83(1986)-  43 54 19.77559(N)    101 48 40.92076(W) AD(       ) 2
 OS0786  NAD 27      -  43 54 19.80680(N)    101 48 39.39210(W) AD(       ) 2
 OS0786
 OS0786.Superseded values are not recommended for survey control.
 OS0786
 OS0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0786.See file dsdata.pdf to determine how the superseded data were derived.
 OS0786
 OS0786_MARKER: DS = TRIANGULATION STATION DISK
 OS0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0786_STAMPING: PAVLAS 1961
 OS0786_MARK LOGO: CGS
 OS0786_PROJECTION: FLUSH
 OS0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0786+STABILITY: SURFACE MOTION
 OS0786
 OS0786  HISTORY     - Date     Condition        Report By
 OS0786  HISTORY     - 1961     MONUMENTED       CGS
 OS0786
 OS0786                          STATION DESCRIPTION
 OS0786
 OS0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0786'LOCATED ABOUT 10 MILES SOUTHWEST OF PHILIP, 5-1/2 MILES NORTHEAST
 OS0786'OF CACTUS FLAT AND 5 MILES SOUTHEAST OF COTTONWOOD.  IT IS IN
 OS0786'SECTION 2, R 19 E, T 2 S.
 OS0786'
 OS0786'REACHED FROM THE SERVICE STATION AND STORE IN CACTUS FLAT,
 OS0786'GO EAST ON U.S. HIGHWAY 16A AND STATE HIGHWAY 40 FOR 4.4 MILES
 OS0786'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON GRAVELED
 OS0786'ROAD FOR 2.4 MILES TO A CATTLE GUARD, CONTINUE NORTH ON THE
 OS0786'GRAVELED ROAD FOR 2.3 MILES TO A GATE ON THE LEFT, (CONTINUE
 OS0786'NORTH FOR 0.1 MILE TO D 4 S AZIMUTH MARK ON THE LEFT,) TURN
 OS0786'LEFT, PASS THROUGH GATE (SOUTH ONE OF TWO) AND GO WEST ON
 OS0786'TRACK ROAD FOR 0.5 MILE, TURN LEFT LEAVING TRACK ROAD AND GO
 OS0786'SOUTH FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 OS0786'
 OS0786'STATION MARK, A STANDARD DISK STAMPED PAVLAS 1961, IS SET
 OS0786'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OS0786'IS FLUSH WITH THE SURFACE.
 OS0786'
 OS0786'REFERENCE MARK 1, A STANDARD DISK STAMPED PAVLAS NO 1 1961,
 OS0786'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0786'THAT IS FLUSH WITH THE SURFACE.
 OS0786'
 OS0786'REFERENCE MARK 2, A STANDARD DISK STAMPED PAVLAS NO 2 1961,
 OS0786'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0786'THAT IS FLUSH WITH THE SURFACE.
 OS0786'
 OS0786'D 4 S AZIMUTH M ARK, A STANDARD DISK STAMPED D 4 S 1961,
 OS0786'IS SET IN THE TOP A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OS0786'PROJECTS 4 INCHES.  IT IS 34 FEET WEST OF THE CENTER OF THE
 OS0786'NORTH-SOUTH GRAVELED ROAD, 3 FEET SOUTH OF A METAL WITNESS POST
 OS0786'WITH SIGN AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0915 ***********************************************************************
 OR0915  DESIGNATION -  PAXTON CATH CH WHITE CUPOLA
 OR0915  PID         -  OR0915
 OR0915  STATE/COUNTY-  SD/GREGORY
 OR0915  COUNTRY     -  US
 OR0915  USGS QUAD   -  PAXTON (2017)
 OR0915
 OR0915                         *CURRENT SURVEY CONTROL
 OR0915  ______________________________________________________________________
 OR0915* NAD 83(1996) POSITION- 43 04 56.18912(N) 099 31 59.69468(W)   ADJUSTED
 OR0915  ______________________________________________________________________
 OR0915  GEOID HEIGHT    -        -25.055 (meters)                     GEOID18
 OR0915  LAPLACE CORR    -         -4.88  (seconds)                    DEFLEC18
 OR0915  HORZ ORDER      -  THIRD
 OR0915
 OR0915.The horizontal coordinates were established by classical geodetic methods
 OR0915.and adjusted by the National Geodetic Survey in January 1998.
 OR0915
 OR0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0915.GEOID18 height accuracy estimate available here.
 OR0915
 OR0915.Click photographs - Photos may exist for this station.
 OR0915
 OR0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0915
 OR0915. The following values were computed from the NAD 83(1996) position.
 OR0915
 OR0915;                    North         East     Units Scale Factor Converg.
 OR0915;SPC SD S     -    83,514.736   665,148.334   MT  0.99995036   +0 33 07.0
 OR0915;SPC SD S     -   273,997.93  2,182,240.83   sFT  0.99995036   +0 33 07.0
 OR0915;UTM  14      - 4,770,089.304   456,593.786   MT  0.99962318   -0 21 51.3
 OR0915
 OR0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5659370089(NAD 83)
 OR0915
 OR0915                          SUPERSEDED SURVEY CONTROL
 OR0915
 OR0915  NAD 83(1995)-  43 04 56.18868(N)    099 31 59.69499(W) AD(       ) 3
 OR0915  NAD 83(1986)-  43 04 56.19551(N)    099 31 59.70327(W) AD(       ) 3
 OR0915  NAD 27      -  43 04 56.18400(N)    099 31 58.30000(W) AD(       ) 3
 OR0915
 OR0915.Superseded values are not recommended for survey control.
 OR0915
 OR0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0915.See file dsdata.pdf to determine how the superseded data were derived.
 OR0915
 OR0915_MARKER: 91 = CHURCH CROSS
 OR0915
 OR0915  HISTORY     - Date     Condition        Report By
 OR0915  HISTORY     - 1936     FIRST OBSERVED   CGS
 OR0915
 OR0915                          STATION DESCRIPTION
 OR0915
 OR0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0915'THE POINT OBSERVED UPON WAS THE BASE OF THE CROSS ON THE PAXTON
 OR0915'CATHOLIC CHURCH IN THE WESTERN PART OF THE TOWN OF PAXTON, S. DAK.
 OR0915'THE CHURCH IS A SMALL WHITE STRUCTURE FACING SOUTH ON THE NORTH
 OR0915'SIDE OF THE MAIN EAST AND WEST STREET.
 OR0915'
 OR0915'THE POINT WAS OBSERVED FROM STATIONS THOMAS, DICKENS, AND BAMERLIN.
 OR0915'THE CHURCH IS ABOUT 60 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2173 ***********************************************************************
 PU2173  DESIGNATION -  PEDRO
 PU2173  PID         -  PU2173
 PU2173  STATE/COUNTY-  SD/PENNINGTON
 PU2173  COUNTRY     -  US
 PU2173  USGS QUAD   -  PEDRO NW (2017)
 PU2173
 PU2173                         *CURRENT SURVEY CONTROL
 PU2173  ______________________________________________________________________
 PU2173* NAD 83(1996) POSITION- 44 23 37.15458(N) 102 11 14.77425(W)   ADJUSTED
 PU2173* NAVD 88 ORTHO HEIGHT -   788.    (meters)     2585.    (feet) SCALED
 PU2173  ______________________________________________________________________
 PU2173  GEOID HEIGHT    -        -19.467 (meters)                     GEOID18
 PU2173  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 PU2173  HORZ ORDER      -  SECOND
 PU2173
 PU2173.The horizontal coordinates were established by classical geodetic methods
 PU2173.and adjusted by the National Geodetic Survey in January 1998.
 PU2173
 PU2173.The orthometric height was scaled from a topographic map.
 PU2173
 PU2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2173.GEOID18 height accuracy estimate available here.
 PU2173
 PU2173.Click photographs - Photos may exist for this station.
 PU2173
 PU2173.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2173
 PU2173. The following values were computed from the NAD 83(1996) position.
 PU2173
 PU2173;                    North         East     Units Scale Factor Converg.
 PU2173;SPC SD S     -   230,543.258   452,288.636   MT  0.99999849   -1 16 44.6
 PU2173;SPC SD S     -   756,374.01  1,483,883.63   sFT  0.99999849   -1 16 44.6
 PU2173;UTM  13      - 4,919,444.472   724,000.482   MT  1.00021711   +1 58 06.4
 PU2173
 PU2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2173!SPC SD S     -   0.99987944  x   0.99999849  =   0.99987793
 PU2173!UTM  13      -   0.99987944  x   1.00021711  =   1.00009652
 PU2173
 PU2173:                Primary Azimuth Mark                     Grid Az
 PU2173:SPC SD S     -  PEDRO AZ MK                              190 03 37.9
 PU2173:UTM  13      -  PEDRO AZ MK                              186 48 46.9
 PU2173
 PU2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2400019444(NAD 83)
 PU2173
 PU2173|---------------------------------------------------------------------|
 PU2173| PID    Reference Object                     Distance      Geod. Az  |
 PU2173|                                                           dddmmss.s |
 PU2173| CQ4579 PEDRO RM 1                           11.693 METERS 15803     |
 PU2173| CQ4578 PEDRO AZ MK                                        1884653.3 |
 PU2173| CQ4580 PEDRO RM 2                            9.728 METERS 26709     |
 PU2173|---------------------------------------------------------------------|
 PU2173
 PU2173                          SUPERSEDED SURVEY CONTROL
 PU2173
 PU2173  NAD 83(1986)-  44 23 37.14705(N)    102 11 14.77583(W) AD(       ) 2
 PU2173  NAD 27      -  44 23 37.20620(N)    102 11 13.20720(W) AD(       ) 2
 PU2173
 PU2173.Superseded values are not recommended for survey control.
 PU2173
 PU2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2173.See file dsdata.pdf to determine how the superseded data were derived.
 PU2173
 PU2173_MARKER: DS = TRIANGULATION STATION DISK
 PU2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2173_STAMPING: PEDRO 1950
 PU2173_MARK LOGO: CGS
 PU2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2173+STABILITY: SURFACE MOTION
 PU2173
 PU2173  HISTORY     - Date     Condition        Report By
 PU2173  HISTORY     - 1950     MONUMENTED       CGS
 PU2173  HISTORY     - 1961     GOOD             CGS
 PU2173
 PU2173                          STATION DESCRIPTION
 PU2173
 PU2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2173'STATION IS ABOUT 3-1/4 MILES WEST AND 2-1/2 MILES SOUTH OF PEDRO,
 PU2173'AND 2 MILES SOUTH OF THE CHEYENNE RIVER, ON LAND OWNED BY HENRY
 PU2173'DENKE.  IT IS ABOUT 200 FEET WEST OF THE CENTER OF A DIRT ROAD,
 PU2173'AND 12 FEET NORTHEAST OF A WITNESS POST.
 PU2173'
 PU2173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 16 AND
 PU2173'16A IN WALL.  GO 1 BLOCK EAST TO A GRAVEL ROAD LEFT.  TURN
 PU2173'LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 18.6 MILES TO THE
 PU2173'CREIGHTON POST OFFICE ON THE RIGHT.  CONTINUE NORTH ON THE
 PU2173'GRAVEL ROAD FOR 4.7 MILES TO A T-ROAD LEFT AND A SCHOOL HOUSE.
 PU2173'TURN RIGHT AND GO EAST ON THE MAIN ROAD FOR 4.85 MILES TO
 PU2173'A FORK.  BEAR RIGHT AND GO EASTERLY FOR 0.25 MILE TO A CATTLE
 PU2173'GUARD.  BEAR LEFT, CROSS THE CATTLE GUARD AND GO NORTH FOR
 PU2173'0.7 MILE TO ANOTHER CATTLE GUARD AND THE AZIMUTH MARK.  CROSS
 PU2173'THE CATTLE GUARD AND CONTINUE NORTH FOR 0.45 MILE TO THE
 PU2173'STATION ON THE LEFT.
 PU2173'
 PU2173'STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PEDRO 1950.
 PU2173'
 PU2173'REFERENCE MARK NO. 1 IS 36 FEET SOUTHEAST OF THE WITNESS POST.
 PU2173'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PEDRO NO
 PU2173'1 1950.
 PU2173'
 PU2173'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE WITNESS POST.  THE
 PU2173'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PEDRO NO 2 1950.
 PU2173'
 PU2173'THE AZIMUTH MARK IS 100 FEET NORTH OF A CATTLE GUARD, 18 FEET
 PU2173'EAST OF THE CENTER OF A DIRT ROAD, AND 4 FEET NORTHWEST OF A
 PU2173'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2173'PEDRO 1950.
 PU2173'
 PU2173'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2173'CONCRETE CYLINDERS.
 PU2173
 PU2173                          STATION RECOVERY (1961)
 PU2173
 PU2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2173'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 PU2173'WERE RECOVERED.  THE MARKS AT THE STATION SITE WERE FOUND
 PU2173'TO BE AS DESCRIBED AND IN GOOD CONDITION, BUT THE ROAD HAS
 PU2173'BEEN CHANGED AT THE AZIMUTH MARK, NOW PASSING ON THE EAST SIDE
 PU2173'OF THE MARK, WITH THE RESULTING GRADER DITCH LEAVING THE MARK
 PU2173'PERCHED ON THE TOP EDGE OF A CUT-BANK BETWEEN THE OLD AND NEW
 PU2173'ROADS.
 PU2173'
 PU2173'METAL WITNESS POSTS, WITH SIGNS ATTACHED, WERE SET AT THE STATION
 PU2173'AND AZIMUTH SITES THIS YEAR.  THE WITNESS POST AT THE STATION
 PU2173'IS 6.5 FEET SOUTHWEST OF THE MARK AND THE WITNESS POST AT THE
 PU2173'AZIMUTH MARK IS 1.5 FEET WEST OF THE MARK.
 PU2173'
 PU2173'A NARROW BAND OF BROWN GRAVEL HAS BEEN SPREAD IN A CIRCLE, 50
 PU2173'FEET IN DIAMETER, AROUND THE STATION MARK.  THE MARK IS SITUATED
 PU2173'IN THE CENTER OF THE CIRCLE AND IT IS BELIEVED THIS WILL SERVE
 PU2173'AS A PICTURE POINT.  AN ADDITIONAL PICTURE POINT WAS SELECTED.
 PU2173'IT IS THE CENTER OF THE INTERSECTION OF THE MAIN NORTH-SOUTH
 PU2173'GRAVELED ROAD SHORT SIDE ROAD FILLS LEADING EAST AND WEST INTO
 PU2173'PASTURE LAND.
 PU2173'
 PU2173'THE ROADS LEADING TO THE STATION HAVE BEEN MODICIFIED AND THE
 PU2173'1950 ROUTE IS NO LONGER ADEQUATE.  A NEW ROUTE FOLLOWS--TO REACH
 PU2173'FROM THE POST OFFICE IN CREIGHTON WHICH IS 19.5 MILES NORTH OF
 PU2173'WALL, DRIVE NORTH ON THE GRAVELED ROAD FOR 9.6 MILES TO A Y-FORK.
 PU2173'KEEP THE RIGHT FORK, GRAVELED ROAD, AND DRIVE EAST FOR 0.2 MILES
 PU2173'TO A SUMMIT AND A SIDE ROAD LEFT.  TURN LEFT AND DRIVE NORTH ON
 PU2173'THE GRAVELED ROAD FOR 0.7 MILE TO A CATTLE GUARD.  CROSS THE
 PU2173'CATTLE GUARD AND CONTINUE NORTH FOR 149.0 FEET TO THE AZIMUTH
 PU2173'MARK ON THE LEFT.  CONTINUE NORTHERLY ON THE GRAVELED ROAD
 PU2173'FOR 0.4 MILE TO THE SUMMIT OF A LOW RIDGE, SHORT SIDE ROAD
 PU2173'FILLS ON EITHER SIDE OF THE ROAD AND THE STATION ON THE LEFT.
 PU2173'
 PU2173'THE STATION IS SITUATED IN THE SE 1/4 SEC. 16, T 5 N., R 16 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2155 ***********************************************************************
 PU2155  DESIGNATION -  PEDRO 1 A
 PU2155  PID         -  PU2155
 PU2155  STATE/COUNTY-  SD/MEADE
 PU2155  COUNTRY     -  US
 PU2155  USGS QUAD   -  PLAINVIEW (2017)
 PU2155
 PU2155                         *CURRENT SURVEY CONTROL
 PU2155  ______________________________________________________________________
 PU2155* NAD 83(1996) POSITION- 44 30 00.53813(N) 102 12 41.87878(W)   ADJUSTED
 PU2155* NAVD 88 ORTHO HEIGHT -   780.59  (+/-2cm)     2561.0   (feet) VERTCON3
 PU2155  ______________________________________________________________________
 PU2155  GEOID HEIGHT    -        -19.396 (meters)                     GEOID18
 PU2155  LAPLACE CORR    -         -7.31  (seconds)                    DEFLEC18
 PU2155  HORZ ORDER      -  THIRD
 PU2155  VERT ORDER      -  THIRD ? (See Below)
 PU2155
 PU2155.The horizontal coordinates were established by classical geodetic methods
 PU2155.and adjusted by the National Geodetic Survey in January 1998.
 PU2155
 PU2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2155
 PU2155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2155.GEOID18 height accuracy estimate available here.
 PU2155
 PU2155.The vertical order pertains to the NGVD 29 superseded value.
 PU2155
 PU2155.Click photographs - Photos may exist for this station.
 PU2155
 PU2155.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2155
 PU2155. The following values were computed from the NAD 83(1996) position.
 PU2155
 PU2155;                    North         East     Units Scale Factor Converg.
 PU2155;SPC SD N     -    76,500.632   424,134.752   MT  0.99998505   -1 33 54.9
 PU2155;SPC SD N     -   250,985.82  1,391,515.43   sFT  0.99998505   -1 33 54.9
 PU2155;SPC SD S     -   242,417.558   450,628.962   MT  1.00002547   -1 17 44.7
 PU2155;SPC SD S     -   795,331.60  1,478,438.52   sFT  1.00002547   -1 17 44.7
 PU2155;UTM  13      - 4,931,207.954   721,669.985   MT  1.00020432   +1 57 18.7
 PU2155
 PU2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2155!SPC SD N     -   0.99988066  x   0.99998505  =   0.99986571
 PU2155!SPC SD S     -   0.99988066  x   1.00002547  =   0.99990613
 PU2155!UTM  13      -   0.99988066  x   1.00020432  =   1.00008496
 PU2155
 PU2155:                Primary Azimuth Mark                     Grid Az
 PU2155:SPC SD N     -  PEDRO 1 A AZ MK                          038 31 29.2
 PU2155:SPC SD S     -  PEDRO 1 A AZ MK                          038 15 19.0
 PU2155:UTM  13      -  PEDRO 1 A AZ MK                          035 00 15.6
 PU2155
 PU2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2166931207(NAD 83)
 PU2155
 PU2155|---------------------------------------------------------------------|
 PU2155| PID    Reference Object                     Distance      Geod. Az  |
 PU2155|                                                           dddmmss.s |
 PU2155| CQ4581 PEDRO 1 A AZ MK                                    0365734.3 |
 PU2155| CQ4582 PEDRO 1 A RM 1                       15.195 METERS 12016     |
 PU2155| CQ4583 PEDRO 1 A RM 2                       12.870 METERS 21010     |
 PU2155|---------------------------------------------------------------------|
 PU2155
 PU2155                          SUPERSEDED SURVEY CONTROL
 PU2155
 PU2155  NAD 83(1986)-  44 30 00.53015(N)    102 12 41.87953(W) AD(       ) 3
 PU2155  NAD 27      -  44 30 00.57280(N)    102 12 40.29840(W) AD(       ) 3
 PU2155  NGVD 29             780.14   (m)         2559.5    (f) LEVELING    3  
 PU2155
 PU2155.Superseded values are not recommended for survey control.
 PU2155
 PU2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2155.See file dsdata.pdf to determine how the superseded data were derived.
 PU2155
 PU2155_MARKER: DB = BENCH MARK DISK
 PU2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2155_STAMPING: PEDRO 1 A 1950
 PU2155_MARK LOGO: USGS
 PU2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2155+STABILITY: SURFACE MOTION
 PU2155
 PU2155  HISTORY     - Date     Condition        Report By
 PU2155  HISTORY     - 1950     MONUMENTED       USGS
 PU2155  HISTORY     - 1959     GOOD             CGS
 PU2155  HISTORY     - 1962     GOOD             CGS
 PU2155
 PU2155                          STATION DESCRIPTION
 PU2155
 PU2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PU2155'RECOVERED IN GOOD CONDITION.
 PU2155
 PU2155                          STATION RECOVERY (1962)
 PU2155
 PU2155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2155'THE STATION IS LOCATED ABOUT 11-1/4 MILES SOUTHEAST OF WHITE
 PU2155'OWL, 6 MILES SOUTH-SOUTHWEST OF PLAINVIEW, AND 3-1/2 MILES NORTH
 PU2155'OF THE CHEYENNE RIVER ON A GRASSY, EAST-WEST RIDGE WHICH DROPS
 PU2155'OFF ON THE SOUTH IN BADLY ERODED SLOPES TO THE CHEYENNE RIVER
 PU2155'VALLEY.
 PU2155'
 PU2155'TO REACH THE STATION FROM THE CROSSROAD, POST OFFICE, AND GENERAL
 PU2155'SIRE AT PLAINVIEW DRIVE SOUTH, SOUTHWEST, AND SOUTH ON THE
 PU2155'MOST-TRAVELED GRAVELED ROAD FOR 7.0 MILES TO THE AZIMUTH MARK ON
 PU2155'THE LEFT JUST NORTH OF THE ENTRANCE TO A RANCH.  CONTINUE SOUTH
 PU2155'ON GRAVELED ROAD FOR 1.0 MILE TO A TRACK ROAD ON THE RIGHT AT
 PU2155'THE SUMMIT OF AN EAST-WEST RIDGE.  TURN RIGHT AND GO NORTHWEST
 PU2155'ALONG THE TRACK ROAD FOR 0.6 MILE TO A FENCE CORNER AND THE
 PU2155'STATION ON THE LEFT.
 PU2155'
 PU2155'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE BENCH MARK
 PU2155'DISK STAMPED PEDRO 1A 1950 CEMENTED IN THE TOP OF A CYLINDRICAL
 PU2155'CONCRETE MONUMENT 8 INCHES IN DIAMETER PROJECTING 6 INCHES ABOVE
 PU2155'GROUND.  IT IS 94 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 PU2155'ROAD, 50 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, AND
 PU2155'36.6 FEET NORTHWEST OF A WIRE FENCE.
 PU2155'
 PU2155'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PEDRO 1A NO
 PU2155'1 USGS 1962 CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 PU2155'12 INCHES IN DIAMETER PROJECTING 5 INCHES ABOVE GROUND.  IT IS
 PU2155'2.0 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 0.5 FOOT
 PU2155'NORTHEAST OF A WIRE FENCE, AND AT ABOUT THE SAME ELEVATION AS THE
 PU2155'STATION.
 PU2155'
 PU2155'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PEDRO 1A
 PU2155'NO 1 USGS 1962 CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE
 PU2155'MONUMENT 12 INCHES IN DIAMETER PROJECTING 5 INCHES ABOVE GROUND.
 PU2155'IT IS 2.0 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 0.5
 PU2155'FOOT NORTHEAST OF A WIRE FENCE, AND AT ABOUT THE SAME ELEVATION
 PU2155'AS THE STATION.
 PU2155'
 PU2155'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED PEDRO 1A NO 2
 PU2155'USGS 1962 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 PU2155'MONUMENT PROJECTING 5 INCHES ABOVE GROUND, IS 0.5 FOOT NORTHWEST
 PU2155'OF A WIRE FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 PU2155'
 PU2155'THE AZIMUTH MARK, A STANDARD DISK STAMPED PEDRO 1A USGS 1962
 PU2155'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT
 PU2155'PROJECTING 3 INCHES ABOVE GROUND, IS 37 FEET EAST OF THE CENTER
 PU2155'OF A NORTH-SOUTH GRAVELED ROAD, 7 FEET NORTH OF A POWERLINE POLE
 PU2155'AT A GATE AND CATTLE GUARD, AND 2 FEET SOUTH OF A METAL WITNESS
 PU2155'POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2188 ***********************************************************************
 PU2188  DESIGNATION -  PEDRO 2 E
 PU2188  PID         -  PU2188
 PU2188  STATE/COUNTY-  SD/MEADE
 PU2188  COUNTRY     -  US
 PU2188  USGS QUAD   -  DALZELL NE (2017)
 PU2188
 PU2188                         *CURRENT SURVEY CONTROL
 PU2188  ______________________________________________________________________
 PU2188* NAD 83(1996) POSITION- 44 23 13.77214(N) 102 20 43.68239(W)   ADJUSTED
 PU2188* NAVD 88 ORTHO HEIGHT -   745.89  (+/-2cm)     2447.1   (feet) VERTCON3
 PU2188  ______________________________________________________________________
 PU2188  GEOID HEIGHT    -        -19.095 (meters)                     GEOID18
 PU2188  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC18
 PU2188  HORZ ORDER      -  THIRD
 PU2188  VERT ORDER      -  THIRD ? (See Below)
 PU2188
 PU2188.The horizontal coordinates were established by classical geodetic methods
 PU2188.and adjusted by the National Geodetic Survey in January 1998.
 PU2188
 PU2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2188
 PU2188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2188.GEOID18 height accuracy estimate available here.
 PU2188
 PU2188.The vertical order pertains to the NGVD 29 superseded value.
 PU2188
 PU2188.Click photographs - Photos may exist for this station.
 PU2188
 PU2188.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2188
 PU2188. The following values were computed from the NAD 83(1996) position.
 PU2188
 PU2188;                    North         East     Units Scale Factor Converg.
 PU2188;SPC SD N     -    64,249.879   413,131.660   MT  1.00000578   -1 39 35.9
 PU2188;SPC SD N     -   210,793.14  1,355,416.12   sFT  1.00000578   -1 39 35.9
 PU2188;SPC SD S     -   230,114.762   439,683.700   MT  0.99999696   -1 23 17.1
 PU2188;SPC SD S     -   754,968.18  1,442,528.94   sFT  0.99999696   -1 23 17.1
 PU2188;UTM  13      - 4,918,302.599   711,437.714   MT  1.00014983   +1 51 27.1
 PU2188
 PU2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2188!SPC SD N     -   0.99988605  x   1.00000578  =   0.99989183
 PU2188!SPC SD S     -   0.99988605  x   0.99999696  =   0.99988301
 PU2188!UTM  13      -   0.99988605  x   1.00014983  =   1.00003587
 PU2188
 PU2188:                Primary Azimuth Mark                     Grid Az
 PU2188:SPC SD N     -  TT 15 RM                                 219 48 28.8
 PU2188:SPC SD S     -  TT 15 RM                                 219 32 10.0
 PU2188:UTM  13      -  TT 15 RM                                 216 17 25.8
 PU2188
 PU2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1143718302(NAD 83)
 PU2188
 PU2188|---------------------------------------------------------------------|
 PU2188| PID    Reference Object                     Distance      Geod. Az  |
 PU2188|                                                           dddmmss.s |
 PU2188| PU2189 TT 14 RM                            298.170 METERS 08612     |
 PU2188| CQ4267 TT 15 RM                                           2180852.9 |
 PU2188| CQ4585 PEDRO 2 E RM 2                       13.658 METERS 27125     |
 PU2188| CQ4584 PEDRO 2 E RM 1                       13.847 METERS 32355     |
 PU2188|---------------------------------------------------------------------|
 PU2188
 PU2188                          SUPERSEDED SURVEY CONTROL
 PU2188
 PU2188  NAD 83(1993)-  44 23 13.76413(N)    102 20 43.68314(W) AD(       ) 3
 PU2188  NAD 83(1986)-  44 23 13.76416(N)    102 20 43.68316(W) AD(       ) 3
 PU2188  NAD 27      -  44 23 13.81800(N)    102 20 42.09400(W) AD(       ) 3
 PU2188  NGVD 29             745.45   (m)         2445.7    (f) LEVELING    3  
 PU2188
 PU2188.Superseded values are not recommended for survey control.
 PU2188
 PU2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2188.See file dsdata.pdf to determine how the superseded data were derived.
 PU2188
 PU2188_MARKER: DB = BENCH MARK DISK
 PU2188_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2188_STAMPING: PEDRO 2 E 1950
 PU2188_MARK LOGO: USGS
 PU2188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2188
 PU2188  HISTORY     - Date     Condition        Report By
 PU2188  HISTORY     - 1950     MONUMENTED       USGS
 PU2188
 PU2188                          STATION DESCRIPTION
 PU2188
 PU2188'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2188'THE STATION IS LOCATED ON LAND OWNED BY THE SHERMAN ESTATE, ABOUT
 PU2188'15 MILES SOUTHEAST OF WHITE OWL, ABOUT 10.5 MILES NORTHEAST OF
 PU2188'ELM SPRINGS, ABOUT 2 MILES SOUTHEAST OF THE *CHEYENNE RIVER, IN
 PU2188'THE SOUTHEAST 1/4 SECTION 18, T 15 N, R 15 E, 24 FEET EAST OF A
 PU2188'GATE POST, 3 FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A
 PU2188'WIRE FENCE.
 PU2188'
 PU2188'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 PU2188'STORE AND POST OFFICE IN ELM SPRINGS, GO EAST ON A GRAVELED
 PU2188'ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST, NORTH,
 PU2188'AND EAST ON THE MAIN GRAVELED ROAD FOR 9.45 MILES TO THE POINT
 PU2188'WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO NORTH FOR
 PU2188'100 FEET TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH AND
 PU2188'EAST FOR 1.15 MILES TO A CATTLE GUARD.  CONTINUE EAST AND
 PU2188'NORTH FOR 0.75 MILE TO A CATTLE GUARD AND TT 14 R.M. (USGS)
 PU2188'AND A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND
 PU2188'GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.2 MILE TO
 PU2188'THE TOP OF THE HILL AND THE STATION.
 PU2188'
 PU2188'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2188'MARK SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER.  IT PROJECTS
 PU2188'6 INCHES, AND THE DISK IS STAMPED PEDRO 2 E 1950.
 PU2188'
 PU2188'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF A GATE POST.  IT IS
 PU2188'A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 PU2188'PROJECTING 1 INCH, AND THE DISK IS STAMPED PEDRO 2 E USGS NO
 PU2188'1 1951.
 PU2188'
 PU2188'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A GATE POST.  IT IS A
 PU2188'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 PU2188'PROJECTING 4 INCHES, AND THE DISK IS STAMPED PEDRO 2 E USGS NO
 PU2188'2 1951.
 PU2188'
 PU2188'TT 15 R.M. (USGS) IS 33 FEET WEST OF THE CENTER OF A GRAVELED
 PU2188'ROAD, 6 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE
 PU2188'FENCE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 PU2188'THE TOP OF A 7-INCH CONCRETE CYLINDER PROJECTING 7 INCHES, AND
 PU2188'THE DISK IS STAMPED 15 R.M. 1950 TT.
 PU2188'
 PU2188'TT 14 R.M. (USGS) IS 50 FEET NORTH OF A GATE POST, 27 FEET
 PU2188'WEST OF THE CENTER OF A GRAVELED ROAD, AND 2 FEET EAST OF A WIRE
 PU2188'FENCE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET
 PU2188'IN THE TOP OF A 6-INCH CONCRETE CYLINDER PROJECTING 5 INCHES,
 PU2188'AND THE DISK IS STAMPED 14 R.M. 1950 TT.
 PU2188'
 PU2188'*OFFICE NOTE--APPARENTLY BELLE FOURCHE RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2195 ***********************************************************************
 PU2195  DESIGNATION -  PEDRO 2 G
 PU2195  PID         -  PU2195
 PU2195  STATE/COUNTY-  SD/MEADE
 PU2195  COUNTRY     -  US
 PU2195  USGS QUAD   -  DALZELL NW (2017)
 PU2195
 PU2195                         *CURRENT SURVEY CONTROL
 PU2195  ______________________________________________________________________
 PU2195* NAD 83(1996) POSITION- 44 24 34.31044(N) 102 26 42.42563(W)   ADJUSTED
 PU2195* NAVD 88 ORTHO HEIGHT -   718.    (meters)     2356.    (feet) SCALED
 PU2195  ______________________________________________________________________
 PU2195  GEOID HEIGHT    -        -18.866 (meters)                     GEOID18
 PU2195  LAPLACE CORR    -         -6.08  (seconds)                    DEFLEC18
 PU2195  HORZ ORDER      -  THIRD
 PU2195
 PU2195.The horizontal coordinates were established by classical geodetic methods
 PU2195.and adjusted by the National Geodetic Survey in January 1998.
 PU2195
 PU2195.The orthometric height was scaled from a topographic map.
 PU2195
 PU2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2195.GEOID18 height accuracy estimate available here.
 PU2195
 PU2195.Click photographs - Photos may exist for this station.
 PU2195
 PU2195.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2195
 PU2195. The following values were computed from the NAD 83(1996) position.
 PU2195
 PU2195;                    North         East     Units Scale Factor Converg.
 PU2195;SPC SD N     -    66,969.609   405,269.699   MT  1.00000137   -1 43 49.8
 PU2195;SPC SD N     -   219,716.13  1,329,622.34   sFT  1.00000137   -1 43 49.8
 PU2195;SPC SD S     -   232,797.019   431,808.911   MT  1.00000229   -1 27 24.5
 PU2195;SPC SD S     -   763,768.22  1,416,693.07   sFT  1.00000229   -1 27 24.5
 PU2195;UTM  13      - 4,920,535.023   703,422.663   MT  1.00010893   +1 47 18.5
 PU2195
 PU2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2195!SPC SD N     -   0.99989032  x   1.00000137  =   0.99989169
 PU2195!SPC SD S     -   0.99989032  x   1.00000229  =   0.99989261
 PU2195!UTM  13      -   0.99989032  x   1.00010893  =   0.99999924
 PU2195
 PU2195:                Primary Azimuth Mark                     Grid Az
 PU2195:SPC SD N     -  PEDRO 2 G AZ MK                          053 10 03.3
 PU2195:SPC SD S     -  PEDRO 2 G AZ MK                          052 53 38.0
 PU2195:UTM  13      -  PEDRO 2 G AZ MK                          049 38 55.0
 PU2195
 PU2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0342220535(NAD 83)
 PU2195
 PU2195|---------------------------------------------------------------------|
 PU2195| PID    Reference Object                     Distance      Geod. Az  |
 PU2195|                                                           dddmmss.s |
 PU2195| CQ4586 PEDRO 2 G AZ MK                                    0512613.5 |
 PU2195| CQ4587 PEDRO 2 G RM 1                       13.073 METERS 10141     |
 PU2195| CQ4588 PEDRO 2 G RM 2                       14.079 METERS 33342     |
 PU2195|---------------------------------------------------------------------|
 PU2195
 PU2195                          SUPERSEDED SURVEY CONTROL
 PU2195
 PU2195  NAD 83(1993)-  44 24 34.30249(N)    102 26 42.42594(W) AD(       ) 3
 PU2195  NAD 83(1986)-  44 24 34.30245(N)    102 26 42.42590(W) AD(       ) 3
 PU2195  NAD 27      -  44 24 34.35700(N)    102 26 40.81800(W) AD(       ) 3
 PU2195
 PU2195.Superseded values are not recommended for survey control.
 PU2195
 PU2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2195.See file dsdata.pdf to determine how the superseded data were derived.
 PU2195
 PU2195_MARKER: DB = BENCH MARK DISK
 PU2195_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2195_STAMPING: PEDRO 2 G 1950
 PU2195_MARK LOGO: USGS
 PU2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2195
 PU2195  HISTORY     - Date     Condition        Report By
 PU2195  HISTORY     - 1950     MONUMENTED       USGS
 PU2195
 PU2195                          STATION DESCRIPTION
 PU2195
 PU2195'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2195'THE STATION IS ABOUT 12 MILES SOUTHEAST OF ENNING, 3.5 MILES
 PU2195'NORTH OF THE BELLE FOURCHE RIVER, IN THE NORTHEAST 1/4 OF
 PU2195'SECTION 8, T 5 N, R 14 E.  IT IS ON THE SOUTHWEST EDGE OF A
 PU2195'PROMINENT RIDGE AND 15 FEET NORTH OF A WITNESS POST.
 PU2195'
 PU2195'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 PU2195'STATE HIGHWAY NO. 24 IN ENNING GO SOUTH AND WEST ON A GRAVELED
 PU2195'ROAD FOR 2.35 MILES TO A T-INTERSECTION AND A SCHOOLHOUSE ON
 PU2195'THE RIGHT.  THEN LEFT, SOUTH, ON THE GRAVELED ROAD 7.35 MILES
 PU2195'TO A T-INTERSECTION AND A BRICK CHURCH ON THE LEFT.  THEN LEFT,
 PU2195'EAST, FOR 3.1 MILES TO A WIRE GATE AND A CATTLE GUARD.  CONTINUE
 PU2195'EAST, THROUGH THE GATE, THEN SOUTHEASTERLY ON A TRACK ROAD
 PU2195'FOR 1.4 MILES TO A WIRE GATE.  CONTINUE ON THE MAIN TRACK ROAD
 PU2195'FOR 1.1 MILES TO A WIRE GATE.  CONTINUE EASTERLY ON THE MAIN
 PU2195'TRACK ROAD FOR 0.75 MILE TO A CATTLE GUARD.  THEN RIGHT,
 PU2195'SOUTHEAST, ON A TRACK ROAD FOR 0.4 MILE TO A WIRE GATE IN AN
 PU2195'ELECTRIC FENCE.  CONTINUE SOUTHERLY ON THE TRACK ROAD FOR
 PU2195'0.3 MILE TO A WIRE GATE IN A FENCE CORNER.  CONTINUE SOUTH
 PU2195'AND WEST FOR 1.3 MILES TO THE HOME OF MR. E. PRINTZ AND
 PU2195'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  THEN LEFT,
 PU2195'SOUTH THROUGH A WIRE GATE FOR 0.25 MILE TO THE TOP OF THE
 PU2195'RIDGE AND THE STATION MARK AS DESCRIBED.
 PU2195'
 PU2195'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2195'MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.  IT
 PU2195'PROJECTS 6 INCHES AND THE DISK IS STAMPED PEDRO 2 G 1950.
 PU2195'
 PU2195'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2195'PEDRO 2 G USGS NO 1 1951.
 PU2195'
 PU2195'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2195'PEDRO 2 G USGS NO 2 1951.
 PU2195'
 PU2195'THE AZIMUTH MARK IS 20 FEET SOUTH OF A TRACK ROAD AND 2 FEET
 PU2195'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PU2195'IS STAMPED PEDRO 2 G USGS 1951.
 PU2195'
 PU2195'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD DISKS
 PU2195'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2186 ***********************************************************************
 PU2186  DESIGNATION -  PEDRO 3 H
 PU2186  PID         -  PU2186
 PU2186  STATE/COUNTY-  SD/MEADE
 PU2186  COUNTRY     -  US
 PU2186  USGS QUAD   -  WASTA NW (2017)
 PU2186
 PU2186                         *CURRENT SURVEY CONTROL
 PU2186  ______________________________________________________________________
 PU2186* NAD 83(1996) POSITION- 44 13 38.98171(N) 102 29 12.37116(W)   ADJUSTED
 PU2186* NAVD 88 ORTHO HEIGHT -   812.    (meters)     2664.    (feet) SCALED
 PU2186  ______________________________________________________________________
 PU2186  GEOID HEIGHT    -        -18.616 (meters)                     GEOID18
 PU2186  LAPLACE CORR    -         -7.56  (seconds)                    DEFLEC18
 PU2186  HORZ ORDER      -  THIRD
 PU2186
 PU2186.The horizontal coordinates were established by classical geodetic methods
 PU2186.and adjusted by the National Geodetic Survey in January 1998.
 PU2186
 PU2186.The orthometric height was scaled from a topographic map.
 PU2186
 PU2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2186.GEOID18 height accuracy estimate available here.
 PU2186
 PU2186.Click photographs - Photos may exist for this station.
 PU2186
 PU2186.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2186
 PU2186. The following values were computed from the NAD 83(1996) position.
 PU2186
 PU2186;                    North         East     Units Scale Factor Converg.
 PU2186;SPC SD N     -    46,852.241   401,332.333   MT  1.00004161   -1 45 35.9
 PU2186;SPC SD N     -   153,714.39  1,316,704.50   sFT  1.00004161   -1 45 35.9
 PU2186;SPC SD S     -   212,661.826   427,967.963   MT  0.99996337   -1 29 08.0
 PU2186;SPC SD S     -   697,708.01  1,404,091.56   sFT  0.99996337   -1 29 08.0
 PU2186;UTM  13      - 4,900,212.385   700,726.323   MT  1.00009554   +1 45 12.9
 PU2186
 PU2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2186!SPC SD N     -   0.99987554  x   1.00004161  =   0.99991715
 PU2186!SPC SD S     -   0.99987554  x   0.99996337  =   0.99983892
 PU2186!UTM  13      -   0.99987554  x   1.00009554  =   0.99997107
 PU2186
 PU2186:                Primary Azimuth Mark                     Grid Az
 PU2186:SPC SD N     -  PEDRO 3 H AZ MK                          187 32 42.3
 PU2186:SPC SD S     -  PEDRO 3 H AZ MK                          187 16 14.4
 PU2186:UTM  13      -  PEDRO 3 H AZ MK                          184 01 53.5
 PU2186
 PU2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0072600212(NAD 83)
 PU2186
 PU2186|---------------------------------------------------------------------|
 PU2186| PID    Reference Object                     Distance      Geod. Az  |
 PU2186|                                                           dddmmss.s |
 PU2186| CQ4591 PEDRO 3 H RM 2                        8.470 METERS 02638     |
 PU2186| CQ4589 PEDRO 3 H AZ MK                                    1854706.4 |
 PU2186| CQ4590 PEDRO 3 H RM 1                        9.838 METERS 28330     |
 PU2186|---------------------------------------------------------------------|
 PU2186
 PU2186                          SUPERSEDED SURVEY CONTROL
 PU2186
 PU2186  NAD 83(1993)-  44 13 38.97345(N)    102 29 12.37232(W) AD(       ) 3
 PU2186  NAD 83(1986)-  44 13 38.97319(N)    102 29 12.37226(W) AD(       ) 3
 PU2186  NAD 27      -  44 13 39.03000(N)    102 29 10.77400(W) AD(       ) 3
 PU2186
 PU2186.Superseded values are not recommended for survey control.
 PU2186
 PU2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2186.See file dsdata.pdf to determine how the superseded data were derived.
 PU2186
 PU2186_MARKER: DB = BENCH MARK DISK
 PU2186_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2186_STAMPING: PEDRO 3 H 1950
 PU2186_MARK LOGO: USGS
 PU2186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2186
 PU2186  HISTORY     - Date     Condition        Report By
 PU2186  HISTORY     - 1950     MONUMENTED       USGS
 PU2186
 PU2186                          STATION DESCRIPTION
 PU2186
 PU2186'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2186'THE STATION IS LOCATED ABOUT 10.25 MILES NORTH AND 2.25 MILES
 PU2186'WEST OF WASTA, ABOUT 7 MILES SOUTHEAST OF ELM SPRINGS, IN THE
 PU2186'SOUTHWEST 1/4 SECTION 7, T 3 N, R 14 E, 0.1 MILE NORTHEAST OF
 PU2186'A WIRE GATE, AND 5 FEET NORTH OF A WITNESS POST.
 PU2186'
 PU2186'TO REACH FROM THE STORE AND POST OFFICE IN ELM SPRINGS, GO SOUTH
 PU2186'AND SOUTHEAST ON THE MAIN GRAVELED ROAD FOR 7.0 MILES TO TWO
 PU2186'WIRE GATES ON THE LEFT AND ONE WIRE GATE ON THE RIGHT.  TURN
 PU2186'LEFT THROUGH THE NORTH WIRE GATE AND GO NORTHEAST FOR 0.1 MILE
 PU2186'TO THE TOP OF THE HILL AND THE STATION.
 PU2186'
 PU2186'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2186'MARK DISK SET IN THE TOP OF AN 8-INCH CONCRETE CYLINDER PROJECTING
 PU2186'5 INCHES, AND THE DISK IS STAMPED PEDRO 3 H 1950.
 PU2186'
 PU2186'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2186'PEDRO 3 H USGS NO 1 1950.
 PU2186'
 PU2186'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS
 PU2186'STAMPED PEDRO 3 H USGS NO 2 1950.
 PU2186'
 PU2186'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF A GRAVELED
 PU2186'ROAD, 3 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF
 PU2186'A WITNESS POST, AND 2 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 PU2186'4 INCHES, AND THE DISK IS STAMPED PEDRO 3 H USGS 1950.
 PU2186'
 PU2186'THE AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 PU2186'TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1817 ***********************************************************************
 PU1817  DESIGNATION -  PEG
 PU1817  PID         -  PU1817
 PU1817  STATE/COUNTY-  SD/BUTTE
 PU1817  COUNTRY     -  US
 PU1817  USGS QUAD   -  MUD BUTTES (2017)
 PU1817
 PU1817                         *CURRENT SURVEY CONTROL
 PU1817  ______________________________________________________________________
 PU1817* NAD 83(1986) POSITION- 44 51 51.     (N) 103 52 06.     (W)   SCALED
 PU1817* NAVD 88 ORTHO HEIGHT -   940.826 (meters)     3086.69  (feet) ADJUSTED
 PU1817  ______________________________________________________________________
 PU1817  GEOID HEIGHT    -        -15.691 (meters)                     GEOID18
 PU1817  DYNAMIC HEIGHT  -        940.577 (meters)     3085.88  (feet) COMP
 PU1817  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU1817
 PU1817  VERT ORDER      -  SECOND    CLASS 0
 PU1817
 PU1817.The horizontal coordinates were scaled from a map and have
 PU1817.an estimated accuracy of +/- 6 seconds.
 PU1817
 PU1817.The orthometric height was determined by differential leveling and
 PU1817.adjusted by the NATIONAL GEODETIC SURVEY
 PU1817.in June 1991.
 PU1817
 PU1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1817.GEOID18 height accuracy estimate available here.
 PU1817
 PU1817.Click photographs - Photos may exist for this station.
 PU1817
 PU1817.The dynamic height is computed by dividing the NAVD 88
 PU1817.geopotential number by the normal gravity value computed on the
 PU1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1817.degrees latitude (g = 980.6199 gals.).
 PU1817
 PU1817.The modeled gravity was interpolated from observed gravity values.
 PU1817
 PU1817;                    North         East    Units  Estimated Accuracy
 PU1817;SPC SD N     -   121,850.      294,410.      MT  (+/- 180 meters Scaled)
 PU1817
 PU1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK894684(NAD 83)
 PU1817
 PU1817                          SUPERSEDED SURVEY CONTROL
 PU1817
 PU1817  NGVD 29 (??/??/92)  940.341  (m)         3085.10   (f) ADJ UNCH    2 0
 PU1817
 PU1817.Superseded values are not recommended for survey control.
 PU1817
 PU1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1817.See file dsdata.pdf to determine how the superseded data were derived.
 PU1817
 PU1817_MARKER: DS = TRIANGULATION STATION DISK
 PU1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1817_STAMPING: PEG 1962
 PU1817_MARK LOGO: CGS
 PU1817_PROJECTION: FLUSH
 PU1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1817+STABILITY: SURFACE MOTION
 PU1817
 PU1817  HISTORY     - Date     Condition        Report By
 PU1817  HISTORY     - 1962     MONUMENTED       CGS
 PU1817
 PU1817                          STATION DESCRIPTION
 PU1817
 PU1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1817'14.4 MI NW FROM BELLE FOURCHE.
 PU1817'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1817'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 2.7
 PU1817'MILES NORTHWEST ALONG A GRAVELED ROAD IN SECTION 3, T 10 N,
 PU1817'R 2 E, 34 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET
 PU1817'NORTHEAST OF A FENCE, 4.7 FEET NORTHEAST OF A METAL WITNESS
 PU1817'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU1817'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1816 ***********************************************************************
 PU1816  DESIGNATION -  PEG RM 1
 PU1816  PID         -  PU1816
 PU1816  STATE/COUNTY-  SD/BUTTE
 PU1816  COUNTRY     -  US
 PU1816  USGS QUAD   -  MUD BUTTES (2017)
 PU1816
 PU1816                         *CURRENT SURVEY CONTROL
 PU1816  ______________________________________________________________________
 PU1816* NAD 83(1986) POSITION- 44 51 52.     (N) 103 52 06.     (W)   SCALED
 PU1816* NAVD 88 ORTHO HEIGHT -   940.917 (meters)     3086.99  (feet) ADJUSTED
 PU1816  ______________________________________________________________________
 PU1816  GEOID HEIGHT    -        -15.692 (meters)                     GEOID18
 PU1816  DYNAMIC HEIGHT  -        940.668 (meters)     3086.17  (feet) COMP
 PU1816  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU1816
 PU1816  VERT ORDER      -  SECOND    CLASS 0
 PU1816
 PU1816.The horizontal coordinates were scaled from a map and have
 PU1816.an estimated accuracy of +/- 6 seconds.
 PU1816
 PU1816.The orthometric height was determined by differential leveling and
 PU1816.adjusted by the NATIONAL GEODETIC SURVEY
 PU1816.in June 1991.
 PU1816
 PU1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1816.GEOID18 height accuracy estimate available here.
 PU1816
 PU1816.Click photographs - Photos may exist for this station.
 PU1816
 PU1816.The dynamic height is computed by dividing the NAVD 88
 PU1816.geopotential number by the normal gravity value computed on the
 PU1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1816.degrees latitude (g = 980.6199 gals.).
 PU1816
 PU1816.The modeled gravity was interpolated from observed gravity values.
 PU1816
 PU1816;                    North         East    Units  Estimated Accuracy
 PU1816;SPC SD N     -   121,880.      294,410.      MT  (+/- 180 meters Scaled)
 PU1816
 PU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK894685(NAD 83)
 PU1816
 PU1816                          SUPERSEDED SURVEY CONTROL
 PU1816
 PU1816  NGVD 29 (??/??/92)  940.432  (m)         3085.40   (f) ADJ UNCH    2 0
 PU1816
 PU1816.Superseded values are not recommended for survey control.
 PU1816
 PU1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1816.See file dsdata.pdf to determine how the superseded data were derived.
 PU1816
 PU1816_MARKER: DR = REFERENCE MARK DISK
 PU1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1816_STAMPING: PEG NO 1 1962
 PU1816_MARK LOGO: CGS
 PU1816_PROJECTION: FLUSH
 PU1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1816+STABILITY: SURFACE MOTION
 PU1816
 PU1816  HISTORY     - Date     Condition        Report By
 PU1816  HISTORY     - 1962     MONUMENTED       CGS
 PU1816
 PU1816                          STATION DESCRIPTION
 PU1816
 PU1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1816'14.4 MI NW FROM BELLE FOURCHE.
 PU1816'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1816'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 2.7
 PU1816'MILES NORTHWEST ALONG A GRAVELED ROAD IN SECTION 3, T 10 N,
 PU1816'R 2 E, 92 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 62 FEET
 PU1816'NORTHEAST OF A FENCE, 57.8 FEET NORTHEAST OF PEG 19628 ABOUT LEVEL
 PU1816'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PU1816'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1818 ***********************************************************************
 PU1818  DESIGNATION -  PEG RM 2
 PU1818  PID         -  PU1818
 PU1818  STATE/COUNTY-  SD/BUTTE
 PU1818  COUNTRY     -  US
 PU1818  USGS QUAD   -  MUD BUTTES (2017)
 PU1818
 PU1818                         *CURRENT SURVEY CONTROL
 PU1818  ______________________________________________________________________
 PU1818* NAD 83(1986) POSITION- 44 51 52.     (N) 103 52 06.     (W)   SCALED
 PU1818* NAVD 88 ORTHO HEIGHT -   941.089 (meters)     3087.56  (feet) ADJUSTED
 PU1818  ______________________________________________________________________
 PU1818  GEOID HEIGHT    -        -15.692 (meters)                     GEOID18
 PU1818  DYNAMIC HEIGHT  -        940.840 (meters)     3086.74  (feet) COMP
 PU1818  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU1818
 PU1818  VERT ORDER      -  SECOND    CLASS 0
 PU1818
 PU1818.The horizontal coordinates were scaled from a map and have
 PU1818.an estimated accuracy of +/- 6 seconds.
 PU1818
 PU1818.The orthometric height was determined by differential leveling and
 PU1818.adjusted by the NATIONAL GEODETIC SURVEY
 PU1818.in June 1991.
 PU1818
 PU1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1818.GEOID18 height accuracy estimate available here.
 PU1818
 PU1818.Click photographs - Photos may exist for this station.
 PU1818
 PU1818.The dynamic height is computed by dividing the NAVD 88
 PU1818.geopotential number by the normal gravity value computed on the
 PU1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1818.degrees latitude (g = 980.6199 gals.).
 PU1818
 PU1818.The modeled gravity was interpolated from observed gravity values.
 PU1818
 PU1818;                    North         East    Units  Estimated Accuracy
 PU1818;SPC SD N     -   121,880.      294,410.      MT  (+/- 180 meters Scaled)
 PU1818
 PU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK894685(NAD 83)
 PU1818
 PU1818                          SUPERSEDED SURVEY CONTROL
 PU1818
 PU1818  NGVD 29 (??/??/92)  940.604  (m)         3085.97   (f) ADJ UNCH    2 0
 PU1818
 PU1818.Superseded values are not recommended for survey control.
 PU1818
 PU1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1818.See file dsdata.pdf to determine how the superseded data were derived.
 PU1818
 PU1818_MARKER: DR = REFERENCE MARK DISK
 PU1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1818_STAMPING: PEG NO 2 1962
 PU1818_MARK LOGO: CGS
 PU1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1818+STABILITY: SURFACE MOTION
 PU1818
 PU1818  HISTORY     - Date     Condition        Report By
 PU1818  HISTORY     - 1962     MONUMENTED       CGS
 PU1818
 PU1818                          STATION DESCRIPTION
 PU1818
 PU1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1818'14.4 MI NW FROM BELLE FOURCHE.
 PU1818'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1818'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1818'2.7 MILES NORTHWEST ALONG A GRAVELED ROAD IN SECTION 3, T 10 N,
 PU1818'R 2 E, 33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 PU1818'NORTHEAST OF A FENCE, 47.7 FEET NORTHWEST OF PEG 1962, ABOUT
 PU1818'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1818'PROJECTING 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0442 ***********************************************************************
 QT0442  DESIGNATION -  PEGGY
 QT0442  PID         -  QT0442
 QT0442  STATE/COUNTY-  SD/PERKINS
 QT0442  COUNTRY     -  US
 QT0442  USGS QUAD   -  SORUM NE (2017)
 QT0442
 QT0442                         *CURRENT SURVEY CONTROL
 QT0442  ______________________________________________________________________
 QT0442* NAD 83(1996) POSITION- 45 24 10.54727(N) 102 51 18.03739(W)   ADJUSTED
 QT0442* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 QT0442  ______________________________________________________________________
 QT0442  GEOID HEIGHT    -        -17.323 (meters)                     GEOID18
 QT0442  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 QT0442  HORZ ORDER      -  SECOND
 QT0442
 QT0442.The horizontal coordinates were established by classical geodetic methods
 QT0442.and adjusted by the National Geodetic Survey in January 1998.
 QT0442
 QT0442.The orthometric height was scaled from a topographic map.
 QT0442
 QT0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0442.GEOID18 height accuracy estimate available here.
 QT0442
 QT0442.Click photographs - Photos may exist for this station.
 QT0442
 QT0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0442
 QT0442. The following values were computed from the NAD 83(1996) position.
 QT0442
 QT0442;                    North         East     Units Scale Factor Converg.
 QT0442;SPC SD N     -   178,360.921   376,530.538   MT  0.99995793   -2 01 14.2
 QT0442;SPC SD N     -   585,172.45  1,235,333.94   sFT  0.99995793   -2 01 14.2
 QT0442;UTM  13      - 5,029,950.382   667,868.398   MT  0.99994648   +1 31 39.8
 QT0442
 QT0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0442!SPC SD N     -   0.99985937  x   0.99995793  =   0.99981730
 QT0442!UTM  13      -   0.99985937  x   0.99994648  =   0.99980585
 QT0442
 QT0442:                Primary Azimuth Mark                     Grid Az
 QT0442:SPC SD N     -  PEGGY AZ MK                              123 57 25.6
 QT0442:UTM  13      -  PEGGY AZ MK                              120 24 31.6
 QT0442
 QT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6786829950(NAD 83)
 QT0442
 QT0442|---------------------------------------------------------------------|
 QT0442| PID    Reference Object                     Distance      Geod. Az  |
 QT0442|                                                           dddmmss.s |
 QT0442| CQ8761 PEGGY RM 1                            8.050 METERS 10039     |
 QT0442| CQ8760 PEGGY AZ MK                                        1215611.4 |
 QT0442| CQ8762 PEGGY RM 2                            7.724 METERS 18750     |
 QT0442|---------------------------------------------------------------------|
 QT0442
 QT0442                          SUPERSEDED SURVEY CONTROL
 QT0442
 QT0442  NAD 83(1993)-  45 24 10.53849(N)    102 51 18.03539(W) AD(       ) 2
 QT0442  NAD 83(1986)-  45 24 10.53751(N)    102 51 18.03482(W) AD(       ) 2
 QT0442  NAD 27      -  45 24 10.58100(N)    102 51 16.44700(W) AD(       ) 2
 QT0442
 QT0442.Superseded values are not recommended for survey control.
 QT0442
 QT0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0442.See file dsdata.pdf to determine how the superseded data were derived.
 QT0442
 QT0442_MARKER: DS = TRIANGULATION STATION DISK
 QT0442_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QT0442_STAMPING: PEGGY 1952
 QT0442_MARK LOGO: CGS
 QT0442_MAGNETIC: P = MARKER IS A STEEL PIPE
 QT0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0442
 QT0442  HISTORY     - Date     Condition        Report By
 QT0442  HISTORY     - 1952     MONUMENTED       CGS
 QT0442
 QT0442                          STATION DESCRIPTION
 QT0442
 QT0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0442'THE STATION IS IN SECTION 26, T 17 N, R 10 E, ON A HIGH POINTED
 QT0442'BUTTE, WITH ROCK OUTCROP ON THE SUMMIT, WHICH IS KNOWN LOCALLY
 QT0442'AS PEGGY BUTTE, ON LAND OWNED BY B.G. KIRKEBY, ABOUT 7 MILES
 QT0442'SOUTH AND 2-1/2 MILES WEST OF STROOL, AND 3-1/2 MILES SOUTH AND
 QT0442'3-1/2 MILES EAST OF SORUM.
 QT0442'
 QT0442'TO REACH THE STATION FROM THE CROSS ROAD AT THE SOUTHEAST EDGE
 QT0442'OF TOWN OF STROOL, GO SOUTH ON THE MAIN GRADED DIRT ROAD FOR
 QT0442'7.25 MILES TO A TRACK CROSS ROAD JUST AFTER PASSING RANCH
 QT0442'BUILDINGS ON THE RIGHT, TURN RIGHT (WEST) AND FOLLOW THE TRACK
 QT0442'ROAD FOR 1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 QT0442'BELOW, CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.25 MILE TO
 QT0442'THE KIRKEBYS RANCH BUILDINGS, CONTINUE WESTERLY FOR 0.15 MILE
 QT0442'TO A WIRE GATE, GO THROUGH GATE CROSS A TRACK ROAD AND CONTINUE
 QT0442'ON THE NORTH SIDE OF A WIRE FENCE FOR 0.25 MILE, TURN RIGHT
 QT0442'(NORTH) AND GO ACROSS PASTURE LAND FOR 0.1 MILE TO THE END OF
 QT0442'TRUCK TRAVEL AT THE SOUTH BASE OF THE BUTTE.  PACK NORTHERLY TO
 QT0442'THE TOP AND STATION.  NOTE--A FOUR-WHEEL DRIVE TRUCK CAN BE
 QT0442'DRIVEN UP TO THE TOP FROM THE SOUTHEAST SIDE.
 QT0442'
 QT0442'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 QT0442'CAST IRON PIPE.  THE PIPE PROJECTS 6 INCHES AND THE DISK IS
 QT0442'STAMPED PEGGY 1952.
 QT0442'
 QT0442'REFERENCE MARK 1 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QT0442'PEGGY NO 1 1952.
 QT0442'
 QT0442'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QT0442'A BOULDER.  THE BOULDER PROTRUDE 2 FEET AND THE DISK IS STAMPED
 QT0442'PEGGY NO 2 1952.
 QT0442'
 QT0442'THE AZIMUTH MARK IS 54 FEET NORTH OF THE CENTER OF THE TRACK ROAD,
 QT0442'5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 2 FEET SOUTH
 QT0442'OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QT0442'STAMPED PEGGY 1952.
 QT0442'
 QT0442'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DQ4693 ***********************************************************************
 DQ4693  DESIGNATION -  PEMBLE
 DQ4693  PID         -  DQ4693
 DQ4693  STATE/COUNTY-  SD/BROOKINGS
 DQ4693  COUNTRY     -  US
 DQ4693  USGS QUAD   -  BROOKINGS (2017)
 DQ4693
 DQ4693                         *CURRENT SURVEY CONTROL
 DQ4693  ______________________________________________________________________
 DQ4693* NAD 83(1986) POSITION- 44 18 54.9    (N) 096 47 11.9    (W)   HD_HELD2
 DQ4693* NAVD 88 ORTHO HEIGHT -   503.728 (meters)     1652.65  (feet) ADJUSTED
 DQ4693  ______________________________________________________________________
 DQ4693  GEOID HEIGHT    -        -25.399 (meters)                     GEOID18
 DQ4693  DYNAMIC HEIGHT  -        503.635 (meters)     1652.34  (feet) COMP
 DQ4693  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 DQ4693
 DQ4693  VERT ORDER      -  SECOND    CLASS I
 DQ4693
 DQ4693.The horizontal coordinates were established by autonomous hand held GPS
 DQ4693.observations and have an estimated accuracy of +/- 10 meters.
 DQ4693
 DQ4693.The orthometric height was determined by differential leveling and
 DQ4693.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4693.in April 2020.
 DQ4693
 DQ4693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4693.GEOID18 height accuracy estimate available here.
 DQ4693
 DQ4693.Click photographs - Photos may exist for this station.
 DQ4693
 DQ4693.The dynamic height is computed by dividing the NAVD 88
 DQ4693.geopotential number by the normal gravity value computed on the
 DQ4693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4693.degrees latitude (g = 980.6199 gals.).
 DQ4693
 DQ4693.The modeled gravity was interpolated from observed gravity values.
 DQ4693
 DQ4693;                    North         East    Units  Estimated Accuracy
 DQ4693;SPC SD N     -    58,639.      856,301.      MT  (+/- 10 meters HH2 GPS)
 DQ4693
 DQ4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7651309270(NAD 83)
 DQ4693
 DQ4693                          SUPERSEDED SURVEY CONTROL
 DQ4693
 DQ4693.No superseded survey control is available for this station.
 DQ4693
 DQ4693_MARKER: DB = BENCH MARK DISK
 DQ4693_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ4693_SP_SET: STEP
 DQ4693_STAMPING: PEMBLE 2016
 DQ4693_MARK LOGO: SDHD
 DQ4693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4693+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 DQ4693
 DQ4693  HISTORY     - Date     Condition        Report By
 DQ4693  HISTORY     - UNK      MONUMENTED       SDHD
 DQ4693  HISTORY     - 20160329 GOOD             MNDT
 DQ4693
 DQ4693                          STATION DESCRIPTION
 DQ4693
 DQ4693'DESCRIBED BY MN DEPT OF TRANSP 2016 (MPP)
 DQ4693'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF VOLGA, 5.5 MI
 DQ4693'(8.8 KM) WEST-NORTHWEST OF AURORA AND 0.6 MI (1.0 KM) EAST-NORTHEAST
 DQ4693'OF BROOKINGS.
 DQ4693'
 DQ4693'TO REACH THE MARK IN STEP IN SOUTHEAST CORNER ENTRANCE STEP TO LINCOLN
 DQ4693'HALL AT SOUTH DAKOTA STATE UNIVERSITY, 0.25 MI (0.40 KM) SOUTH ALONG
 DQ4693'MEDARY AVENUE FROM THE JUNCTION OF MEDARY AVENUE AND TRUNK HIGHWAY 14
 DQ4693'(6TH STREET) IN BROOKINGS, THEN 0.10 MI (0.16 KM) EAST ON PARKING LOT
 DQ4693'ROAD TO LINCOLN HALL.
 DQ4693'
 DQ4693'THE MARK IS LOCATED 41.50 FT (12.6 M) WEST OF THE SOUTHEAST CORNER OF
 DQ4693'LINCOLN HALL, 11.2 FT (3.4 M) NORTH OF NORTH EDGE OF SIDEWALK, 4.0 FT
 DQ4693'(1.2 M) WEST OF DOUBLE DOORS, NO WITNESS POST SET.
 DQ4693'
 DQ4693'NOTE-SET DATE UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0373 ***********************************************************************
 QT0373  DESIGNATION -  PENFIELD
 QT0373  PID         -  QT0373
 QT0373  STATE/COUNTY-  SD/PERKINS
 QT0373  COUNTRY     -  US
 QT0373  USGS QUAD   -  LEMMON LAKE (2017)
 QT0373
 QT0373                         *CURRENT SURVEY CONTROL
 QT0373  ______________________________________________________________________
 QT0373* NAD 83(1996) POSITION- 45 45 39.64230(N) 102 01 53.33028(W)   ADJUSTED
 QT0373* NAVD 88 ORTHO HEIGHT -   713.3   (meters)     2340.    (feet) VERTCON3
 QT0373  ______________________________________________________________________
 QT0373  GEOID HEIGHT    -        -19.279 (meters)                     GEOID18
 QT0373  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 QT0373  HORZ ORDER      -  FIRST
 QT0373
 QT0373.The horizontal coordinates were established by classical geodetic methods
 QT0373.and adjusted by the National Geodetic Survey in January 1998.
 QT0373
 QT0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0373
 QT0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0373.GEOID18 height accuracy estimate available here.
 QT0373
 QT0373.Click photographs - Photos may exist for this station.
 QT0373
 QT0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0373
 QT0373. The following values were computed from the NAD 83(1996) position.
 QT0373
 QT0373;                    North         East     Units Scale Factor Converg.
 QT0373;SPC SD N     -   216,200.607   441,972.749   MT  1.00001592   -1 26 15.9
 QT0373;SPC SD N     -   709,318.16  1,450,038.93   sFT  1.00001592   -1 26 15.9
 QT0373;UTM  13      - 5,071,781.058   730,844.306   MT  1.00025519   +2 07 39.7
 QT0373;UTM  14      - 5,071,964.889   264,259.683   MT  1.00028328   -2 10 22.3
 QT0373
 QT0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0373!SPC SD N     -   0.99989122  x   1.00001592  =   0.99990713
 QT0373!UTM  13      -   0.99989122  x   1.00025519  =   1.00014638
 QT0373!UTM  14      -   0.99989122  x   1.00028328  =   1.00017447
 QT0373
 QT0373:                Primary Azimuth Mark                     Grid Az
 QT0373:SPC SD N     -  PENFIELD AZ MK                           005 15 45.6
 QT0373:UTM  13      -  PENFIELD AZ MK                           001 41 50.0
 QT0373:UTM  14      -  PENFIELD AZ MK                           005 59 52.0
 QT0373
 QT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL3084471781(NAD 83)
 QT0373
 QT0373|---------------------------------------------------------------------|
 QT0373| PID    Reference Object                     Distance      Geod. Az  |
 QT0373|                                                           dddmmss.s |
 QT0373| CQ8763 PENFIELD AZ MK                                     0034929.7 |
 QT0373| CQ8764 PENFIELD RM 1                         8.994 METERS 01526     |
 QT0373| CQ8765 PENFIELD RM 2                        15.822 METERS 27355     |
 QT0373|---------------------------------------------------------------------|
 QT0373
 QT0373                          SUPERSEDED SURVEY CONTROL
 QT0373
 QT0373  NAD 83(1986)-  45 45 39.63381(N)    102 01 53.32789(W) AD(       ) 1
 QT0373  NAD 27      -  45 45 39.65100(N)    102 01 51.79100(W) AD(       ) 1
 QT0373  NGVD 29 (07/19/86)  712.8    (m)         2339.     (f) VERT ANG       
 QT0373
 QT0373.Superseded values are not recommended for survey control.
 QT0373
 QT0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0373.See file dsdata.pdf to determine how the superseded data were derived.
 QT0373
 QT0373_MARKER: DS = TRIANGULATION STATION DISK
 QT0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0373_STAMPING: PENFIELD 1951
 QT0373_MARK LOGO: CGS
 QT0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0373+STABILITY: SURFACE MOTION
 QT0373
 QT0373  HISTORY     - Date     Condition        Report By
 QT0373  HISTORY     - 1951     MONUMENTED       CGS
 QT0373  HISTORY     - 1952     GOOD             CGS
 QT0373  HISTORY     - 1954     GOOD             CGS
 QT0373
 QT0373                          STATION DESCRIPTION
 QT0373
 QT0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0373'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF
 QT0373'LEMMON, ON PROPERTY OWNED BY MR. VAN PENFIELD, NEAR THE
 QT0373'CENTER OF A LOW EAST-WEST RIDGE, ABOUT 0.05 MILE EAST OF A
 QT0373'GRAVEL PIT, AND 20 FEET NORTH OF A WIRE FENCE.
 QT0373'
 QT0373'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 QT0373'U.S. HIGHWAY NO. 12 AT THE SOUTH EDGE OF LEMMON, GO WEST
 QT0373'ON NO. 12 FOR 0.8 MILE TO THE JUNCTION WITH STATE HIGHWAY
 QT0373'NO. 73.  THEN LEFT, SOUTH, ON NO. 73 FOR 8.5 MILES TO A SIDE
 QT0373'ROAD ON THE LEFT.  THEN LEFT, EAST, ON A GRADED DIRT ROAD
 QT0373'(ROAD TO LEMMON LAKE) FOR 6.0 MILES TO A TRACK ROAD ON THE
 QT0373'RIGHT (JUST EAST OF A CATTLE GUARD).  THEN RIGHT, SOUTH, FOR
 QT0373'2.15 MILES.  THEN LEFT, EAST, FOR 1.0 MILE (0.25 MILE EAST
 QT0373'OF A COUNTRY SCHOOL HOUSE).  THEN RIGHT, SOUTH, FOR 0.2 MILE
 QT0373'TO THE HOME OF MR. PENFIELD.  CONTINUE SOUTHERLY, PASSING
 QT0373'THROUGH THE BARN YARD, FOR 0.55 MILE TO THE AZIMUTH MARK ON
 QT0373'THE RIGHT AS DESCRIBED.  CONTINUE SOUTHERLY ON THE TRACK
 QT0373'ROAD ACROSS PASTURE LAND FOR 0.45 MILE TO THE CREST OF THE
 QT0373'RIDGE AND THE STATION AS DESCRIBED.
 QT0373'
 QT0373'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0373'PENFIELD 1951.
 QT0373'
 QT0373'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE WIRE FENCE, AND
 QT0373'15 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.  IT PROJECTS
 QT0373'8 INCHES, AND THE DISK IS STAMPED PENFIELD NO 1 1951.
 QT0373'
 QT0373'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF THE WIRE FENCE.
 QT0373'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED PENFIELD NO 2
 QT0373'1951.
 QT0373'
 QT0373'THE AZIMUTH MARK IS AT THE BASE AND SOUTHEAST EDGE OF A LOW,
 QT0373'NORTHWEST-SOUTHEAST RIDGE, ABOUT 80 YARDS SOUTH OF A FENCE
 QT0373'CORNER, AND 24 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 QT0373'IT PROJECTS 12 INCHES, AND THE DISK IS STAMPED PENFIELD 1951.
 QT0373'
 QT0373'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0373'CONCRETE CYLINDERS.
 QT0373
 QT0373                          STATION RECOVERY (1952)
 QT0373
 QT0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0373'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QT0373'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 QT0373'CORRECT.
 QT0373'
 QT0373'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QT0373
 QT0373                          STATION RECOVERY (1954)
 QT0373
 QT0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0373'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0373'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0503 ***********************************************************************
 PU0503  DESIGNATION -  PENN
 PU0503  PID         -  PU0503
 PU0503  STATE/COUNTY-  SD/PENNINGTON
 PU0503  COUNTRY     -  US
 PU0503  USGS QUAD   -  WASTA NE (2017)
 PU0503
 PU0503                         *CURRENT SURVEY CONTROL
 PU0503  ______________________________________________________________________
 PU0503* NAD 83(1996) POSITION- 44 09 40.79573(N) 102 21 48.94820(W)   ADJUSTED
 PU0503* NAVD 88 ORTHO HEIGHT -   789.326 (meters)     2589.65  (feet) ADJUSTED
 PU0503  ______________________________________________________________________
 PU0503  GEOID HEIGHT    -        -18.815 (meters)                     GEOID18
 PU0503  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 PU0503  DYNAMIC HEIGHT  -        789.103 (meters)     2588.92  (feet) COMP
 PU0503  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 PU0503
 PU0503  HORZ ORDER      -  THIRD
 PU0503  VERT ORDER      -  SECOND    CLASS 0
 PU0503
 PU0503.The horizontal coordinates were established by classical geodetic methods
 PU0503.and adjusted by the National Geodetic Survey in January 1998.
 PU0503
 PU0503.The orthometric height was determined by differential leveling and
 PU0503.adjusted by the NATIONAL GEODETIC SURVEY
 PU0503.in June 1991.
 PU0503
 PU0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0503.GEOID18 height accuracy estimate available here.
 PU0503
 PU0503.Click photographs - Photos may exist for this station.
 PU0503
 PU0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0503
 PU0503.The dynamic height is computed by dividing the NAVD 88
 PU0503.geopotential number by the normal gravity value computed on the
 PU0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0503.degrees latitude (g = 980.6199 gals.).
 PU0503
 PU0503.The modeled gravity was interpolated from observed gravity values.
 PU0503
 PU0503. The following values were computed from the NAD 83(1996) position.
 PU0503
 PU0503;                    North         East     Units Scale Factor Converg.
 PU0503;SPC SD S     -   205,064.757   437,626.209   MT  0.99995175   -1 24 02.1
 PU0503;SPC SD S     -   672,783.29  1,435,778.65   sFT  0.99995175   -1 24 02.1
 PU0503;UTM  13      - 4,893,171.929   710,799.976   MT  1.00014654   +1 50 14.7
 PU0503
 PU0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0503!SPC SD S     -   0.99987920  x   0.99995175  =   0.99983095
 PU0503!UTM  13      -   0.99987920  x   1.00014654  =   1.00002572
 PU0503
 PU0503:                Primary Azimuth Mark                     Grid Az
 PU0503:SPC SD S     -  PENN AZ MK                               094 28 33.0
 PU0503:UTM  13      -  PENN AZ MK                               091 14 16.2
 PU0503
 PU0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1079993171(NAD 83)
 PU0503
 PU0503|---------------------------------------------------------------------|
 PU0503| PID    Reference Object                     Distance      Geod. Az  |
 PU0503|                                                           dddmmss.s |
 PU0503| CQ4592 PENN AZ MK                                         0930430.9 |
 PU0503| PU0502 PENN RM 1                            16.035 METERS 22614     |
 PU0503| PU0504 PENN RM 2                            13.065 METERS 31025     |
 PU0503|---------------------------------------------------------------------|
 PU0503
 PU0503                          SUPERSEDED SURVEY CONTROL
 PU0503
 PU0503  NAD 83(1993)-  44 09 40.78739(N)    102 21 48.94959(W) AD(       ) 3
 PU0503  NAD 83(1986)-  44 09 40.78695(N)    102 21 48.94911(W) AD(       ) 3
 PU0503  NAD 27      -  44 09 40.83610(N)    102 21 47.36750(W) AD(       ) 3
 PU0503  NGVD 29 (??/??/92)  788.875  (m)         2588.17   (f) ADJ UNCH    2 0
 PU0503  NGVD 29             788.88   (m)         2588.2    (f) LEVELING    3  
 PU0503
 PU0503.Superseded values are not recommended for survey control.
 PU0503
 PU0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0503.See file dsdata.pdf to determine how the superseded data were derived.
 PU0503
 PU0503_MARKER: DS = TRIANGULATION STATION DISK
 PU0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0503_STAMPING: PENN 1951
 PU0503_MARK LOGO: CGS
 PU0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0503+STABILITY: SURFACE MOTION
 PU0503
 PU0503  HISTORY     - Date     Condition        Report By
 PU0503  HISTORY     - 1951     MONUMENTED       CGS
 PU0503  HISTORY     - 1961     GOOD             CGS
 PU0503  HISTORY     - 1962     GOOD             CGS
 PU0503
 PU0503                          STATION DESCRIPTION
 PU0503
 PU0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0503'THE STATION IS 13 MILES NORTHWEST OF WALL, 1 MILE EAST OF THE
 PU0503'CHEYENNE RIVER AND IN THE NORTHEAST CORNER OF SECTION 6, T 3 N,
 PU0503'R 14 E.  IT IS 50 FEET SOUTH OF A GRAVELED ROAD AND 7 FEET
 PU0503'NORTH OF A FENCE CORNER.
 PU0503'
 PU0503'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 PU0503'AND U.S. HIGHWAY NO. 14 AND 16 IN WALL, GO WEST AND NORTH
 PU0503'ON THE HIGHWAY FOR 4.35 MILES TO A POINT WHERE THE HIGHWAY
 PU0503'BEARS LEFT.  CONTINUE NORTH ON GRAVELED ROAD FOR 4.15 MILES
 PU0503'TO A CROSS ROAD AND 2 MAILBOXES IN CENTER OF INTERSECTION.
 PU0503'CONTINUE NORTH ON THE MAIN ROAD FOR 4.8 MILES TO A FORK.
 PU0503'THEN LEFT, NORTH, ON MAIN ROAD FOR 4.15 MILES TO THE STATION
 PU0503'AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 PU0503'GO EASTERLY ON THE GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH
 PU0503'MARK ON THE LEFT AS DESCRIBED.
 PU0503'
 PU0503'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU0503'PENN 1951.
 PU0503'
 PU0503'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF THE APPROXIMATE
 PU0503'CENTER OF A DIM TRACK ROAD AND 2 FEET NORTH OF A WIRE FENCE.
 PU0503'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PENN NO 1
 PU0503'1951.
 PU0503'
 PU0503'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF THE GRAVELED ROAD AND
 PU0503'1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND
 PU0503'THE DISK IS STAMPED PENN NO 2 1951.
 PU0503'
 PU0503'THE AZIMUTH MARK IS 47 FEET NORTH OF THE GRAVELED ROAD.  THE
 PU0503'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED PENN 1951.
 PU0503'
 PU0503'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU0503'CYLINDERS.
 PU0503
 PU0503                          STATION RECOVERY (1961)
 PU0503
 PU0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU0503'THE 1951 DESCRIPTION WAS USED TO REACH THE AZIMUTH AND STATION
 PU0503'AND WAS FOUND TO BE ADEQUATE.  THE AZIMUTH, STATION MARK AND
 PU0503'TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW
 PU0503'MEASUREMENT VALUE WAS FOUND FOR THE DISTANCE FROM THE STATION
 PU0503'TO REFERENCE MARK 1.  IN CHECKING THIS MEASUREMENT IT WAS FOUND
 PU0503'THAT MEASUREMENT TO POINT OF ARROW ON THE REFERENCE MARK CHECKED
 PU0503'THE OLD DISTANCE VALUE.
 PU0503'
 PU0503'PICTURE POINT, SINGLE POST IN FENCE CORNER, 20 FEET SOUTH OF
 PU0503'CATTLE GUARD.
 PU0503
 PU0503                          STATION RECOVERY (1962)
 PU0503
 PU0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0503'18.4 MI NW FROM WALL.
 PU0503'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0503'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0503'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 PU0503'2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 7.85 MILES NORTHWEST
 PU0503'ALONG A GRAVELED ROAD, IN SECTION 6, T 2 N, R 15 E, 53 FEET
 PU0503'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 52.6 FEET NORTHEAST
 PU0503'OF PENN R.M. 1, 42.9 FEET SOUTHEAST OF PENN R.M. 2, 28 FEET
 PU0503'NORTH OF THE CENTER LINE OF A TRAIL ROAD, 5 1/2 FEET
 PU0503'NORTH-NORTHEAST OF A CORNER FENCE POST, 5.4 FEET EAST OF A
 PU0503'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 PU0503'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0502 ***********************************************************************
 PU0502  DESIGNATION -  PENN RM 1
 PU0502  PID         -  PU0502
 PU0502  STATE/COUNTY-  SD/PENNINGTON
 PU0502  COUNTRY     -  US
 PU0502  USGS QUAD   -  WASTA NE (2017)
 PU0502
 PU0502                         *CURRENT SURVEY CONTROL
 PU0502  ______________________________________________________________________
 PU0502* NAD 83(1986) POSITION- 44 09 40.44   (N) 102 21 49.47   (W)   HD_HELD1
 PU0502* NAVD 88 ORTHO HEIGHT -   788.791 (meters)     2587.89  (feet) ADJUSTED
 PU0502  ______________________________________________________________________
 PU0502  GEOID HEIGHT    -        -18.814 (meters)                     GEOID18
 PU0502  DYNAMIC HEIGHT  -        788.568 (meters)     2587.16  (feet) COMP
 PU0502  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 PU0502
 PU0502  VERT ORDER      -  SECOND    CLASS 0
 PU0502
 PU0502.The horizontal coordinates were determined by differentially corrected
 PU0502.hand held GPS observations or other comparable positioning techniques
 PU0502.and have an estimated accuracy of +/- 3 meters.
 PU0502
 PU0502.The orthometric height was determined by differential leveling and
 PU0502.adjusted by the NATIONAL GEODETIC SURVEY
 PU0502.in June 1991.
 PU0502
 PU0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0502.GEOID18 height accuracy estimate available here.
 PU0502
 PU0502.Click photographs - Photos may exist for this station.
 PU0502
 PU0502.The dynamic height is computed by dividing the NAVD 88
 PU0502.geopotential number by the normal gravity value computed on the
 PU0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0502.degrees latitude (g = 980.6199 gals.).
 PU0502
 PU0502.The modeled gravity was interpolated from observed gravity values.
 PU0502
 PU0502;                    North         East    Units  Estimated Accuracy
 PU0502;SPC SD S     -   205,054.1     437,614.4     MT  (+/- 3 meters HH1 GPS) 
 PU0502
 PU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1078893160(NAD 83)
 PU0502
 PU0502                          SUPERSEDED SURVEY CONTROL
 PU0502
 PU0502  NGVD 29 (??/??/92)  788.340  (m)         2586.41   (f) ADJ UNCH    2 0
 PU0502
 PU0502.Superseded values are not recommended for survey control.
 PU0502
 PU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0502.See file dsdata.pdf to determine how the superseded data were derived.
 PU0502
 PU0502_MARKER: DR = REFERENCE MARK DISK
 PU0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0502_STAMPING: PENN NO 1 1951
 PU0502_MARK LOGO: CGS
 PU0502_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0502+STABILITY: SURFACE MOTION
 PU0502
 PU0502  HISTORY     - Date     Condition        Report By
 PU0502  HISTORY     - 1951     MONUMENTED       CGS
 PU0502  HISTORY     - 1962     GOOD             CGS
 PU0502
 PU0502                          STATION DESCRIPTION
 PU0502
 PU0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0502'18.4 MI NW FROM WALL.
 PU0502'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0502'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0502'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 PU0502'MILES WEST ALONG A TRAIL ROAD, THENCE 7.85 MILES NORTHWEST
 PU0502'ALONG A GRAVELED ROAD, IN SECTION 6, T2N, R15E, 105 1/2 FEET
 PU0502'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 52.6 FEET SOUTHWEST
 PU0502'OF PENN 1951, 9 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD,
 PU0502'2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PU0502'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0504 ***********************************************************************
 PU0504  DESIGNATION -  PENN RM 2
 PU0504  PID         -  PU0504
 PU0504  STATE/COUNTY-  SD/PENNINGTON
 PU0504  COUNTRY     -  US
 PU0504  USGS QUAD   -  WASTA NE (2017)
 PU0504
 PU0504                         *CURRENT SURVEY CONTROL
 PU0504  ______________________________________________________________________
 PU0504* NAD 83(1986) POSITION- 44 09 41.07   (N) 102 21 49.40   (W)   HD_HELD1
 PU0504* NAVD 88 ORTHO HEIGHT -   789.267 (meters)     2589.45  (feet) ADJUSTED
 PU0504  ______________________________________________________________________
 PU0504  GEOID HEIGHT    -        -18.814 (meters)                     GEOID18
 PU0504  DYNAMIC HEIGHT  -        789.044 (meters)     2588.72  (feet) COMP
 PU0504  MODELED GRAVITY -    980,309.9   (mgal)                       NAVD 88
 PU0504
 PU0504  VERT ORDER      -  SECOND    CLASS 0
 PU0504
 PU0504.The horizontal coordinates were determined by differentially corrected
 PU0504.hand held GPS observations or other comparable positioning techniques
 PU0504.and have an estimated accuracy of +/- 3 meters.
 PU0504
 PU0504.The orthometric height was determined by differential leveling and
 PU0504.adjusted by the NATIONAL GEODETIC SURVEY
 PU0504.in June 1991.
 PU0504
 PU0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0504.GEOID18 height accuracy estimate available here.
 PU0504
 PU0504.Click photographs - Photos may exist for this station.
 PU0504
 PU0504.The dynamic height is computed by dividing the NAVD 88
 PU0504.geopotential number by the normal gravity value computed on the
 PU0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0504.degrees latitude (g = 980.6199 gals.).
 PU0504
 PU0504.The modeled gravity was interpolated from observed gravity values.
 PU0504
 PU0504;                    North         East    Units  Estimated Accuracy
 PU0504;SPC SD S     -   205,073.5     437,616.4     MT  (+/- 3 meters HH1 GPS) 
 PU0504
 PU0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1078993180(NAD 83)
 PU0504
 PU0504                          SUPERSEDED SURVEY CONTROL
 PU0504
 PU0504  NGVD 29 (??/??/92)  788.816  (m)         2587.97   (f) ADJ UNCH    2 0
 PU0504
 PU0504.Superseded values are not recommended for survey control.
 PU0504
 PU0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0504.See file dsdata.pdf to determine how the superseded data were derived.
 PU0504
 PU0504_MARKER: DR = REFERENCE MARK DISK
 PU0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0504_STAMPING: PENN NO 2 1951
 PU0504_MARK LOGO: CGS
 PU0504_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0504+STABILITY: SURFACE MOTION
 PU0504
 PU0504  HISTORY     - Date     Condition        Report By
 PU0504  HISTORY     - 1951     MONUMENTED       CGS
 PU0504  HISTORY     - 1962     GOOD             CGS
 PU0504
 PU0504                          STATION DESCRIPTION
 PU0504
 PU0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0504'18.4 MI NW FROM WALL.
 PU0504'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0504'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0504'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0504'THENCE 2.0 MILES WEST ALONG A TRACK ROAD, THENCE 7.85 MILES
 PU0504'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 6, T2N, R15E,
 PU0504'48 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 42.9 FEET
 PU0504'NORTHWEST OF PENN 19518 1 FOOT NORTHEAST OF A FENCE, AND SET IN
 PU0504'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1186 ***********************************************************************
 PT1186  DESIGNATION -  PENNINGTON
 PT1186  PID         -  PT1186
 PT1186  STATE/COUNTY-  SD/ZIEBACH
 PT1186  COUNTRY     -  US
 PT1186  USGS QUAD   -  DIERMIER RANCH (2017)
 PT1186
 PT1186                         *CURRENT SURVEY CONTROL
 PT1186  ______________________________________________________________________
 PT1186* NAD 83(1996) POSITION- 44 54 21.19405(N) 101 39 08.30367(W)   ADJUSTED
 PT1186* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 PT1186  ______________________________________________________________________
 PT1186  GEOID HEIGHT    -        -20.596 (meters)                     GEOID18
 PT1186  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC18
 PT1186  HORZ ORDER      -  SECOND
 PT1186
 PT1186.The horizontal coordinates were established by classical geodetic methods
 PT1186.and adjusted by the National Geodetic Survey in January 1998.
 PT1186
 PT1186.The orthometric height was scaled from a topographic map.
 PT1186
 PT1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1186.GEOID18 height accuracy estimate available here.
 PT1186
 PT1186.Click photographs - Photos may exist for this station.
 PT1186
 PT1186.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1186
 PT1186. The following values were computed from the NAD 83(1996) position.
 PT1186
 PT1186;                    North         East     Units Scale Factor Converg.
 PT1186;SPC SD N     -   120,515.983   469,524.345   MT  0.99994231   -1 10 09.8
 PT1186;SPC SD N     -   395,392.85  1,540,431.12   sFT  0.99994231   -1 10 09.8
 PT1186;UTM  14      - 4,975,918.245   290,615.392   MT  1.00013913   -1 52 23.0
 PT1186
 PT1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1186!SPC SD N     -   0.99988370  x   0.99994231  =   0.99982602
 PT1186!UTM  14      -   0.99988370  x   1.00013913  =   1.00002281
 PT1186
 PT1186:                Primary Azimuth Mark                     Grid Az
 PT1186:SPC SD N     -  W 20                                     124 24 10.7
 PT1186:UTM  14      -  W 20                                     125 06 23.9
 PT1186
 PT1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9061575918(NAD 83)
 PT1186
 PT1186|---------------------------------------------------------------------|
 PT1186| PID    Reference Object                     Distance      Geod. Az  |
 PT1186|                                                           dddmmss.s |
 PT1186| PT0829 W 20                                               1231400.9 |
 PT1186| CQ4593 PENNINGTON RM 1                      16.219 METERS 16402     |
 PT1186| CQ4594 PENNINGTON RM 2                      17.759 METERS 23558     |
 PT1186|---------------------------------------------------------------------|
 PT1186
 PT1186                          SUPERSEDED SURVEY CONTROL
 PT1186
 PT1186  NAD 83(1986)-  44 54 21.18600(N)    101 39 08.30346(W) AD(       ) 2
 PT1186  NAD 27      -  44 54 21.24100(N)    101 39 06.73900(W) AD(       ) 2
 PT1186
 PT1186.Superseded values are not recommended for survey control.
 PT1186
 PT1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1186.See file dsdata.pdf to determine how the superseded data were derived.
 PT1186
 PT1186_MARKER: DS = TRIANGULATION STATION DISK
 PT1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1186_STAMPING: PENNINGTON 1952
 PT1186_MARK LOGO: CGS
 PT1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1186+STABILITY: SURFACE MOTION
 PT1186
 PT1186  HISTORY     - Date     Condition        Report By
 PT1186  HISTORY     - 1952     MONUMENTED       CGS
 PT1186
 PT1186                          STATION DESCRIPTION
 PT1186
 PT1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1186'THE STATION IS ABOUT 13 MILES SOUTHWEST OF LANTRY, 10-1/2 MILES
 PT1186'SOUTH-SOUTHWEST OF DUPREE, ON THE HIGHEST POINT OF A PROMINENT
 PT1186'BUTTE KNOWN LOCALLY AS PENNINGTON BUTTE, IN SECTION 23,
 PT1186'T 11 N, R 20 E. ON LAND OWNED BY RALPH FIELDS, AND 12 FEET
 PT1186'NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 PT1186'
 PT1186'TO REACH THE STATION FROM THE COURTHOUSE IN DUPREE, GO SOUTH
 PT1186'ON GRAVELED ROAD FOR 0.65 MILE TO A CROSS ROAD, TURN RIGHT
 PT1186'AND GO WEST FOR 1.0 MILE, TURN LEFT AND FOLLOW MAIN GRAVELED
 PT1186'ROAD SOUTH FOR 10.6 MILES TO THE AZIMUTH MARK AND A TRACK
 PT1186'ROAD ON RIGHT, TURN RIGHT, CROSSING CATTLE GUARD, AND GO WEST
 PT1186'ON TRACK ROAD FOR 1.15 MILES TO THE FIELDS HOME, PASS THROUGH
 PT1186'BARNYARD BETWEEN HOUSE AND BARN AND GO WEST TO GATE, TURN
 PT1186'RIGHT AND GO NORTH FOR 0.35 MILE TO A FORK AT FENCE CORNER,
 PT1186'BEAR LEFT AND GO NORTHWEST ON TRACK ROAD FOR 0.55 MILE TO
 PT1186'TOP OF BUTTE AND STATION.
 PT1186'
 PT1186'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1186'PENNINGTON 1952.
 PT1186'
 PT1186'REFERENCE MARK 1 IS 45 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 PT1186'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1186'PENNINGTON NO 1 1952.
 PT1186'
 PT1186'REFERENCE MARK 2 IS 46 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS
 PT1186'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1186'PENNINGTON NO 2 1952.
 PT1186'
 PT1186'THE AZIMUTH MARK IS 80 FEET WEST OF CENTER OF A GRAVELED ROAD,
 PT1186'72 FEET SOUTHWEST OF CENTER OF A CATTLE GUARD, AND 40 FEET
 PT1186'WEST OF A WIRE FENCE.  THE MARK PROJECTS 10 INCHES, AND THE
 PT1186'DISK IS STAMPED W 20 1933.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0700 ***********************************************************************
 PS0700  DESIGNATION -  PENO
 PS0700  PID         -  PS0700
 PS0700  STATE/COUNTY-  SD/HYDE
 PS0700  COUNTRY     -  US
 PS0700  USGS QUAD   -  MACS CORNER (2017)
 PS0700
 PS0700                         *CURRENT SURVEY CONTROL
 PS0700  ______________________________________________________________________
 PS0700* NAD 83(1996) POSITION- 44 20 39.36891(N) 099 24 55.23569(W)   ADJUSTED
 PS0700* NAVD 88 ORTHO HEIGHT -   671.    (meters)     2201.    (feet) SCALED
 PS0700  ______________________________________________________________________
 PS0700  GEOID HEIGHT    -        -24.196 (meters)                     GEOID18
 PS0700  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 PS0700  HORZ ORDER      -  FIRST
 PS0700
 PS0700.The horizontal coordinates were established by classical geodetic methods
 PS0700.and adjusted by the National Geodetic Survey in January 1998.
 PS0700
 PS0700.The orthometric height was scaled from a topographic map.
 PS0700
 PS0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0700.GEOID18 height accuracy estimate available here.
 PS0700
 PS0700.Click photographs - Photos may exist for this station.
 PS0700
 PS0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0700
 PS0700. The following values were computed from the NAD 83(1996) position.
 PS0700
 PS0700;                    North         East     Units Scale Factor Converg.
 PS0700;SPC SD N     -    56,945.122   646,621.370   MT  1.00001466   +0 24 49.6
 PS0700;SPC SD N     -   186,827.45  2,121,456.94   sFT  1.00001466   +0 24 49.6
 PS0700;UTM  14      - 4,910,195.087   466,893.370   MT  0.99961348   -0 17 25.1
 PS0700
 PS0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0700!SPC SD N     -   0.99989853  x   1.00001466  =   0.99991319
 PS0700!UTM  14      -   0.99989853  x   0.99961348  =   0.99951205
 PS0700
 PS0700:                Primary Azimuth Mark                     Grid Az
 PS0700:SPC SD N     -  CONVENT                                  170 11 21.9
 PS0700:UTM  14      -  CONVENT                                  170 53 36.6
 PS0700
 PS0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6689310195(NAD 83)
 PS0700
 PS0700|---------------------------------------------------------------------|
 PS0700| PID    Reference Object                     Distance      Geod. Az  |
 PS0700|                                                           dddmmss.s |
 PS0700| CO6602 PENO AZ MK                                         0065259.7 |
 PS0700| CO6603 PENO RM 1                            22.656 METERS 12411     |
 PS0700| PS0697 CONVENT                             APPROX.16.0 KM 1703611.5 |
 PS0700| CO6604 PENO RM 2                            21.082 METERS 22949     |
 PS0700|---------------------------------------------------------------------|
 PS0700
 PS0700                          SUPERSEDED SURVEY CONTROL
 PS0700
 PS0700  NAD 83(1986)-  44 20 39.36621(N)    099 24 55.24198(W) AD(       ) 1
 PS0700  NAD 27      -  44 20 39.41400(N)    099 24 53.85100(W) AD(       ) 1
 PS0700
 PS0700.Superseded values are not recommended for survey control.
 PS0700
 PS0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0700.See file dsdata.pdf to determine how the superseded data were derived.
 PS0700
 PS0700_MARKER: DS = TRIANGULATION STATION DISK
 PS0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0700_STAMPING: PENO 1951
 PS0700_MARK LOGO: CGS
 PS0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0700+STABILITY: SURFACE MOTION
 PS0700
 PS0700  HISTORY     - Date     Condition        Report By
 PS0700  HISTORY     - 1951     MONUMENTED       CGS
 PS0700
 PS0700                          STATION DESCRIPTION
 PS0700
 PS0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0700'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH OF HIGHMORE ON
 PS0700'HIGH GROUND IN PASTURE LAND.  STATION IS 30 FEET NORTH OF
 PS0700'LARGE ROCK PILE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 PS0700'DISK IS STAMPED PENO 1951.
 PS0700'
 PS0700'REFERENCE MARK NO. 1 IS 25 FEET EAST OF ROCK PILE.  THE MARK
 PS0700'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PENO NO 1 1951.
 PS0700'
 PS0700'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK
 PS0700'IS STAMPED PENO NO 2 1951.
 PS0700'
 PS0700'AZIMUTH MARK IS 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT
 PS0700'4 INCHES AND THE DISK IS STAMPED PENO 1951.
 PS0700'
 PS0700'TO REACH FROM THE CROSS STREETS JUST WEST OF THE POST OFFICE
 PS0700'IN HIGHMORE GO SOUTH ON STATE ROUTE 47 FOR 11.5 MILES TO
 PS0700'CROSS ROADS.  TURN LEFT AND GO EAST ON TRACK ROAD FOR 1.0
 PS0700'MILE TO FENCE CORNER.  TURN RIGHT AND GO SOUTH ALONG WEST
 PS0700'SIDE OF FENCE, PASSING TO WEST OF OLD FARM HOUSE, FOR 0.5
 PS0700'MILE TO GATE AT FENCE CORNER.  PASS THROUGH GATE AND GO
 PS0700'SOUTHEAST ACROSS PASTURE FOR 0.3 MILE TO STATION NEAR PILE
 PS0700'OF ROCKS AS DESCRIBED.  TO REACH AZIMUTH FROM STATION GO NORTH
 PS0700'FOR 0.15 MILE TO FENCE AND AZIMUTH MARK AS DESCRIBED.
 PS0700'
 PS0700'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0465 ***********************************************************************
 QT0465  DESIGNATION -  PENVILLE
 QT0465  PID         -  QT0465
 QT0465  STATE/COUNTY-  SD/HARDING
 QT0465  COUNTRY     -  US
 QT0465  USGS QUAD   -  COW BUTTE (2018)
 QT0465
 QT0465                         *CURRENT SURVEY CONTROL
 QT0465  ______________________________________________________________________
 QT0465* NAD 83(1996) POSITION- 45 53 33.96226(N) 102 57 25.04158(W)   ADJUSTED
 QT0465* NAVD 88 ORTHO HEIGHT -   887.    (meters)     2910.    (feet) SCALED
 QT0465  ______________________________________________________________________
 QT0465  GEOID HEIGHT    -        -16.880 (meters)                     GEOID18
 QT0465  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC18
 QT0465  HORZ ORDER      -  SECOND
 QT0465
 QT0465.The horizontal coordinates were established by classical geodetic methods
 QT0465.and adjusted by the National Geodetic Survey in January 1998.
 QT0465
 QT0465.The orthometric height was scaled from a topographic map.
 QT0465
 QT0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0465.GEOID18 height accuracy estimate available here.
 QT0465
 QT0465.Click photographs - Photos may exist for this station.
 QT0465
 QT0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0465
 QT0465. The following values were computed from the NAD 83(1996) position.
 QT0465
 QT0465;                    North         East     Units Scale Factor Converg.
 QT0465;SPC SD N     -   233,053.557   370,542.556   MT  1.00004717   -2 05 33.9
 QT0465;SPC SD N     -   764,609.88  1,215,688.37   sFT  1.00004717   -2 05 33.9
 QT0465;UTM  13      - 5,084,162.859   658,501.948   MT  0.99990886   +1 28 02.2
 QT0465
 QT0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0465!SPC SD N     -   0.99986353  x   1.00004717  =   0.99991070
 QT0465!UTM  13      -   0.99986353  x   0.99990886  =   0.99977240
 QT0465
 QT0465:                Primary Azimuth Mark                     Grid Az
 QT0465:SPC SD N     -  PENVILLE AZ MK                           273 22 33.2
 QT0465:UTM  13      -  PENVILLE AZ MK                           269 48 57.1
 QT0465
 QT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5850184162(NAD 83)
 QT0465
 QT0465|---------------------------------------------------------------------|
 QT0465| PID    Reference Object                     Distance      Geod. Az  |
 QT0465|                                                           dddmmss.s |
 QT0465| CQ8766 PENVILLE RM 1                         8.285 METERS 04408     |
 QT0465| QT0466 GOLDEN VALLEY LUTH CH SPIRE         APPROX. 1.4 KM 1273454.8 |
 QT0465| QT0561 PENVILLE AZ MK                                     2711659.3 |
 QT0465| CQ8767 PENVILLE RM 2                        10.710 METERS 32721     |
 QT0465|---------------------------------------------------------------------|
 QT0465
 QT0465                          SUPERSEDED SURVEY CONTROL
 QT0465
 QT0465  NAD 83(1993)-  45 53 33.95048(N)    102 57 25.03913(W) AD(       ) 2
 QT0465  NAD 83(1986)-  45 53 33.95122(N)    102 57 25.03986(W) AD(       ) 2
 QT0465  NAD 27      -  45 53 33.94400(N)    102 57 23.42600(W) AD(       ) 2
 QT0465
 QT0465.Superseded values are not recommended for survey control.
 QT0465
 QT0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0465.See file dsdata.pdf to determine how the superseded data were derived.
 QT0465
 QT0465_MARKER: DS = TRIANGULATION STATION DISK
 QT0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0465_STAMPING: PENVILLE 1952
 QT0465_MARK LOGO: CGS
 QT0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0465+STABILITY: SURFACE MOTION
 QT0465
 QT0465  HISTORY     - Date     Condition        Report By
 QT0465  HISTORY     - 1952     MONUMENTED       CGS
 QT0465  HISTORY     - 1974     GOOD             USAF
 QT0465  HISTORY     - 20190805 MARK NOT FOUND   SDDT
 QT0465
 QT0465                          STATION DESCRIPTION
 QT0465
 QT0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0465'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF ELLINGSON,
 QT0465'ABOUT 3-1/2 MILES SOUTH OF THE NORTH DAKOTA-SOUTH DAKOTA STATE
 QT0465'LINE, IN THE SOUTHWEST 1/4 OF SECTION 1, T 22 N, R 9 E, ON
 QT0465'THE CREST AND NEAR THE SOUTH EDGE OF A PROMINENT RIDGE, 37 FEET
 QT0465'NORTH OF THE CENTER OF A DIRT ROAD, AND 4 FEET NORTH OF A
 QT0465'WIRE FENCE AND A 4 IN X 4 IN WITNESS POST.
 QT0465'
 QT0465'TO REACH THE STATION FROM THE ELLINGSON POST OFFICE, GO NORTH
 QT0465'ON A GRAVELED ROAD FOR 0.15 MILE.  THEN LEFT, WEST, ON A
 QT0465'GRADED DIRT ROAD FOR 0.8 MILE TO A FORK.  THEN LEFT, WESTERLY,
 QT0465'FOR 1.8 MILE.  THEN RIGHT, NORTH, FOR 1.05 MILE.  THEN LEFT,
 QT0465'WEST, FOR 3.8 MILES TO THE CREST OF THE RIDGE AND THE STATION
 QT0465'ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 QT0465'GO WEST ON THE GRADED DIRT ROAD FOR 0.25 MILE TO THE MARK
 QT0465'ON THE RIGHT.
 QT0465'
 QT0465'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0465'PENVILLE 1952.
 QT0465'
 QT0465'REFERENCE MARK NO. 1 IS 56 FEET NORTH OF THE CENTER OF THE DIRT
 QT0465'ROAD, AND 24 FEET NORTH OF THE WIRE FENCE.  IT PROJECTS 4
 QT0465'INCHES, AND THE DISK IS STAMPED PENVILLE NO 1 1952.
 QT0465'
 QT0465'REFERENCE MARK NO. 2 IS 59 FEET NORTH OF THE CENTER OF THE
 QT0465'DIRT ROAD, AND 26 FEET NORTH OF THE WIRE FENCE.  IT PROJECTS
 QT0465'5 INCHES, AND THE DISK IS STAMPED PENVILLE NO 2 1952.
 QT0465'
 QT0465'THE AZIMUTH MARK IS IN THE NORTHEAST ANGLE OF A CROSSROADS,
 QT0465'38 FEET EAST OF THE CENTER OF A DIRT ROAD, 13 FEET NORTH OF
 QT0465'THE NORTH GATE POST OF A WIRE GATE, 2.5 FEET NORTH OF A
 QT0465'4 IN X 4 IN WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.
 QT0465'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED PENVILLE 1952.
 QT0465
 QT0465                          STATION RECOVERY (1974)
 QT0465
 QT0465'RECOVERY NOTE BY US AIR FORCE 1974
 QT0465'STATION MARK, REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 QT0465'AZIMUTH WAS SEARCHED FOR BUT WAS NOT FOUND AND IS THOUGHT
 QT0465'TO BE DESTROYED.  1952 ROUTE DESCRIPTION IS ADEQUATE.
 QT0465
 QT0465                          STATION RECOVERY (2019)
 QT0465
 QT0465'RECOVERY NOTE BY SD DEPT OF TRANSP 2019 (JCC)
 QT0465'MARK WAS NOT FOUND, SUSPECT IT WAS DESTROYED IN A ROAD RE-ALIGNMENT.
 QT0465'APPROXIMATELY 126 FT (38.4 M) NORTHWEST OF MARK, I FIND A NEW NATIONAL
 QT0465'GEODETIC SURVEY MARK STAMPED PENVILLE 2 1992 ALONG WITH 2 REFERENCE
 QT0465'MARKS REFERENCE MARK 3 AND REFERENCE MARK 4. PENVILLE 2 MARK IS 75
 QT0465'FEET NORTH OF AN EAST-WEST RIGHT-OF-WAY FENCE AND 131 FEET NORTH OF
 QT0465'THE CENTERLINE OF A GRAVEL ROAD.  PENVILLE 2 HAS NOT BEEN PUBLISHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0464 ***********************************************************************
 QT0464  DESIGNATION -  PERK
 QT0464  PID         -  QT0464
 QT0464  STATE/COUNTY-  SD/HARDING
 QT0464  COUNTRY     -  US
 QT0464  USGS QUAD   -  COW BUTTE SW (2017)
 QT0464
 QT0464                         *CURRENT SURVEY CONTROL
 QT0464  ______________________________________________________________________
 QT0464* NAD 83(1996) POSITION- 45 48 41.80267(N) 102 56 33.81295(W)   ADJUSTED
 QT0464* NAVD 88 ORTHO HEIGHT -   876.    (meters)     2874.    (feet) SCALED
 QT0464  ______________________________________________________________________
 QT0464  GEOID HEIGHT    -        -16.921 (meters)                     GEOID18
 QT0464  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 QT0464  HORZ ORDER      -  THIRD
 QT0464
 QT0464.The horizontal coordinates were established by classical geodetic methods
 QT0464.and adjusted by the National Geodetic Survey in January 1998.
 QT0464
 QT0464.The orthometric height was scaled from a topographic map.
 QT0464
 QT0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0464.GEOID18 height accuracy estimate available here.
 QT0464
 QT0464.Click photographs - Photos may exist for this station.
 QT0464
 QT0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0464
 QT0464. The following values were computed from the NAD 83(1996) position.
 QT0464
 QT0464;                    North         East     Units Scale Factor Converg.
 QT0464;SPC SD N     -   223,998.645   371,318.494   MT  1.00002729   -2 04 57.6
 QT0464;SPC SD N     -   734,902.22  1,218,234.09   sFT  1.00002729   -2 04 57.6
 QT0464;UTM  13      - 5,075,174.710   659,838.334   MT  0.99991410   +1 28 31.7
 QT0464
 QT0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0464!SPC SD N     -   0.99986526  x   1.00002729  =   0.99989255
 QT0464!UTM  13      -   0.99986526  x   0.99991410  =   0.99977937
 QT0464
 QT0464:                Primary Azimuth Mark                     Grid Az
 QT0464:SPC SD N     -  PERK AZ MK                               002 54 37.4
 QT0464:UTM  13      -  PERK AZ MK                               359 21 08.1
 QT0464
 QT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5983875174(NAD 83)
 QT0464
 QT0464|---------------------------------------------------------------------|
 QT0464| PID    Reference Object                     Distance      Geod. Az  |
 QT0464|                                                           dddmmss.s |
 QT0464| CQ8768 PERK AZ MK                                         0004939.8 |
 QT0464| CQ8769 PERK RM 1                            11.312 METERS 17954     |
 QT0464| CQ8770 PERK RM 2                            11.923 METERS 35915     |
 QT0464|---------------------------------------------------------------------|
 QT0464
 QT0464                          SUPERSEDED SURVEY CONTROL
 QT0464
 QT0464  NAD 83(1993)-  45 48 41.79169(N)    102 56 33.81076(W) AD(       ) 3
 QT0464  NAD 83(1986)-  45 48 41.79114(N)    102 56 33.80990(W) AD(       ) 3
 QT0464  NAD 27      -  45 48 41.80100(N)    102 56 32.21700(W) AD(       ) 3
 QT0464
 QT0464.Superseded values are not recommended for survey control.
 QT0464
 QT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0464.See file dsdata.pdf to determine how the superseded data were derived.
 QT0464
 QT0464_MARKER: DS = TRIANGULATION STATION DISK
 QT0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0464_STAMPING: PERK 1952
 QT0464_MARK LOGO: CGS
 QT0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0464+STABILITY: SURFACE MOTION
 QT0464
 QT0464  HISTORY     - Date     Condition        Report By
 QT0464  HISTORY     - 1952     MONUMENTED       CGS
 QT0464
 QT0464                          STATION DESCRIPTION
 QT0464
 QT0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0464'THE STATION IS IN SECTION 1, T 21 N, R 9 E, ON THE RIGHT-OF-WAY
 QT0464'OF A SECTION LINE ROAD BETWEEN HARDING AND PERKINS COUNTY,
 QT0464'ABOUT 6 MILES EAST AND 2-1/2 MILES NORTH OF RALPH, 5-1/4
 QT0464'MILES WEST AND 4-1/2 MILES SOUTH OF ELLINGSON, 25 FEET WEST
 QT0464'OF THE CENTER OF A BLADED ROAD, 4 FEET NORTH-NORTHEAST OF A
 QT0464'4 X 4 INCH WITNESS POST AND 2 FEET EAST OF A WIRE FENCE.
 QT0464'
 QT0464'TO REACH THE STATION FROM THE POST OFFICE IN ELLINGSON, GO
 QT0464'SOUTH ON THE MAIN GRADED ROAD FOR 0.85 MILE TO A FORK, TAKE
 QT0464'THE RIGHT FORK AND GO WEST FOR 2.55 MILES TO A CROSS ROAD,
 QT0464'TURN LEFT AND GO SOUTH FOR 2.1 MILES TO A CROSS ROAD, TURN RIGHT
 QT0464'AND GO WEST FOR 3.15 MILES TO A CROSS ROAD, TURN LEFT AND GO
 QT0464'SOUTH FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 QT0464'DESCRIBED, CONTINUE SOUTH FOR 0.65 MILE TO THE STATION ON THE
 QT0464'RIGHT.
 QT0464'
 QT0464'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0464'PERK 1952.
 QT0464'
 QT0464'REFERENCE MARK 1 IS 24 FEET WEST OF THE CENTER OF THE BLADED
 QT0464'ROAD AND 2 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 QT0464'AND THE DISK IS STAMPED PERK NO 1 1952.
 QT0464'
 QT0464'REFERENCE MARK 2 IS 27 FEET WEST OF THE CENTER OF THE BLADED
 QT0464'ROAD AND 2 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS
 QT0464'5 INCHES AND THE DISK IS STAMPED PERK NO 2 1952.
 QT0464'
 QT0464'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF THE BLADED
 QT0464'ROAD, 18 FEET NORTH OF THE CENTER OF A TRACK ROAD, 6 FEET NORTH
 QT0464'OF A FENCE CORNER AND 2 FEET SOUTH OF A 4 X 4 INCH WITNESS
 QT0464'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0464'PERK 1952.
 QT0464'
 QT0464'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1005 ***********************************************************************
 PT1005  DESIGNATION -  PERRY
 PT1005  PID         -  PT1005
 PT1005  STATE/COUNTY-  SD/HUGHES
 PT1005  COUNTRY     -  US
 PT1005  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT1005
 PT1005                         *CURRENT SURVEY CONTROL
 PT1005  ______________________________________________________________________
 PT1005* NAD 83(1996) POSITION- 44 20 18.12466(N) 100 08 46.89272(W)   ADJUSTED
 PT1005* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 PT1005  ______________________________________________________________________
 PT1005  GEOID HEIGHT    -        -23.692 (meters)                     GEOID18
 PT1005  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 PT1005  HORZ ORDER      -  SECOND
 PT1005
 PT1005.The horizontal coordinates were established by classical geodetic methods
 PT1005.and adjusted by the National Geodetic Survey in January 1998.
 PT1005
 PT1005.The orthometric height was scaled from a topographic map.
 PT1005
 PT1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1005.GEOID18 height accuracy estimate available here.
 PT1005
 PT1005.Click photographs - Photos may exist for this station.
 PT1005
 PT1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1005
 PT1005. The following values were computed from the NAD 83(1996) position.
 PT1005
 PT1005;                    North         East     Units Scale Factor Converg.
 PT1005;SPC SD S     -   222,767.929   614,910.778   MT  0.99998586   +0 07 44.3
 PT1005;SPC SD S     -   730,864.45  2,017,419.78   sFT  0.99998586   +0 07 44.3
 PT1005;UTM  14      - 4,910,094.714   408,615.470   MT  0.99970270   -0 48 04.5
 PT1005
 PT1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1005!SPC SD S     -   0.99992134  x   0.99998586  =   0.99990721
 PT1005!UTM  14      -   0.99992134  x   0.99970270  =   0.99962407
 PT1005
 PT1005:                Primary Azimuth Mark                     Grid Az
 PT1005:SPC SD S     -  PERRY AZ MK                              164 24 55.5
 PT1005:UTM  14      -  PERRY AZ MK                              165 20 44.3
 PT1005
 PT1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0861510094(NAD 83)
 PT1005
 PT1005|---------------------------------------------------------------------|
 PT1005| PID    Reference Object                     Distance      Geod. Az  |
 PT1005|                                                           dddmmss.s |
 PT1005| CO6607 PERRY RM 1                           11.981 METERS 04457     |
 PT1005| CO6606 PERRY AZ MK                                        1643239.8 |
 PT1005| CO6608 PERRY RM 2                           15.468 METERS 29858     |
 PT1005|---------------------------------------------------------------------|
 PT1005
 PT1005                          SUPERSEDED SURVEY CONTROL
 PT1005
 PT1005  NAD 83(1986)-  44 20 18.12108(N)    100 08 46.89781(W) AD(       ) 2
 PT1005  NAD 27      -  44 20 18.18100(N)    100 08 45.44100(W) AD(       ) 2
 PT1005  MORC        -  44 20 15.48000(N)    100 08 45.29000(W) AD(       ) 3
 PT1005
 PT1005.Superseded values are not recommended for survey control.
 PT1005
 PT1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1005.See file dsdata.pdf to determine how the superseded data were derived.
 PT1005
 PT1005_MARKER: P = PIPE CAP
 PT1005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1005_MARK LOGO: MORC
 PT1005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1005
 PT1005  HISTORY     - Date     Condition        Report By
 PT1005  HISTORY     - 1948     MONUMENTED       MORC
 PT1005  HISTORY     - 19810916 GOOD             NGS
 PT1005
 PT1005                          STATION DESCRIPTION
 PT1005
 PT1005'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 PT1005'THE STATION IS LOCATED ON LAND LEASED BY MR. HOWARD, ABOUT
 PT1005'10 MILES ESE OF PIERRE, ON A HIGH BLUFF THAT OVERLOOKS THE
 PT1005'MISSOURI RIVER TO THE SOUTHEAST, SOUTH, AND SOUTHWEST, AND
 PT1005'8 FEET NORTHEAST OF A WITNESS POST.  THE STATION MARK IS A
 PT1005'5-INCH IRON PIPE WITH A CAP THAT PROJECTS 10 INCHES AND
 PT1005'MISSOURI RIVER COMMISSION IS CAST ON TOP.
 PT1005'
 PT1005'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHEAST OF THE
 PT1005'STATION, 92.4 FEET SOUTH OF APPROXIMATE CENTERLINE OF A
 PT1005'GRADED DIRT ROAD, 4 FEET EAST OF A WITNESS POST, AND 1 FOOT
 PT1005'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 PT1005'IS STAMPED PERRY MO.R.C. 1948.
 PT1005'
 PT1005'REFERENCE MARK NO. 1 IS 39.31 FEET NORTHEAST OF THE STATION.
 PT1005'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 PT1005'PERRY MO.R.C. NO 1 1948.
 PT1005'
 PT1005'REFERENCE MARK NO. 2 IS 50.75 FEET WEST OF THE STATION.
 PT1005'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 PT1005'PERRY MO.R.C. NO 2 1948.
 PT1005'
 PT1005'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO EAST-SOUTHEAST
 PT1005'ON EAST CAPITOL AVENUE AND CONTINUE ON HARD-SURFACED ROAD
 PT1005'FOR 3.25 MILES TO END OF SURFACED ROAD, CONTINUE ON MAIN ROAD
 PT1005'FOR 4.0 MILES TO THE CENTER OF A CONCRETE BRIDGE, CONTINUE
 PT1005'ON MAIN ROAD FOR 3.45 MILES TO A WIRE GATE ON THE LEFT, (FROM
 PT1005'HERE THE AZIMUTH MARK IS 500 YARDS EAST ON THE RIGHT, AND IN THE
 PT1005'FENCE LINE.) TURN LEFT THROUGH GATE AND GO NORTH AND EAST
 PT1005'ON DRIVEWAY FOR 0.3 MILE TO HOUSE ON LEFT, CONTINUE EAST FOR
 PT1005'ABOUT 50 YARDS, THEN TURN LEFT JUST AFTER PASSING UNDER
 PT1005'TELEPHONE LINE AND GO NORTH ON MAIN TRACK ROAD FOR 0.8 MILE
 PT1005'TO POINT WHERE TRACK ROAD TURNS RIGHT JUST BEFORE REACHING
 PT1005'TOP OF RIDGE, BEAR LEFT UP RIDGE FOR 0.1 MILE TO TOP OF
 PT1005'RIDGE, GO WEST-SOUTHWEST ACROSS FLAT MESA AROUND POINT OF
 PT1005'FIRST WASH ON LEFT FOR 0.15 MILE TO POINT OF RIDGE, CONTINUE
 PT1005'SOUTHWEST ALONG TOP OF NARROW RIDGE FOR 0.3 MILE TO THE
 PT1005'STATION AS DESCRIBED.
 PT1005'
 PT1005'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1005
 PT1005                          STATION RECOVERY (1981)
 PT1005
 PT1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1005'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PT1005'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO BE
 PT1005'DESTROYED.  AZIMUTH MARK 2 WAS ESTABLISHED.  SHORTER DISTANCES OF
 PT1005'0.023 AND 0.006 M (0.020 FT) WERE NOTED TO REFERENCE MARKS 1 AND 2,
 PT1005'RESPECTIVELY.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 DIFFERED BY 6
 PT1005'MINUTES, 22 SECONDS AND 3 MINUTES, 28 SECONDS, RESPECTIVELY. HOWEVER,
 PT1005'THE ANGLE OVSERVED BETWEEN ROUSSEAU MORC 1880 AND NARSELLES MORC 1948
 PT1005'AGREED WITHIN 0.1 SECOND WITH THE OLD AZIMUTH DIFFERENCES. A NEW ROUTE
 PT1005'TO THE STATION WAS ESTABLISHED.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 PT1005'STATION IS LOCATED ABOUT 16 KM (9.95 MI) EAST-SOUTHEAST OF PIERRE, 1.6
 PT1005'KM (1.00 MI) NORTH OF THE MISSOURI RIVER, 0.9 KM (0.55 MI) NORTH OF
 PT1005'HIGHWAY 34, ON A BLUFF OVERLOOKING THE HIGHWAY AND RIVER.  TO REACH
 PT1005'THE STATION FROM THE POST OFFICE IN PIERRE, GO SOUTHEAST ON HIGHWAY 34
 PT1005'FOR 3.1 KM (1.90 MI) TO THE JUNCTION OF THE TRUCK BYPASS ON THE LEFT.
 PT1005'CONTINUE EAST ON HIGHWAY 34 FOR 14.5 KM (9.00 MI) TO THE AZIMUTH MARK
 PT1005'ON THE LEFT AND A GATE.  PASS THROUGH THE GATE AND GO NORTH ACROSS
 PT1005'PASTURE, KEEPING TO THE LEFT SIDE OF A WASH, FOR 0.5 KM (0.30 MI).
 PT1005'BEAR LEFT, WESTERLY, FOR 0.2 KM (0.10 MI) TO TOP OF RIDGE.  FOLLOW
 PT1005'ALONG TOP OF RIDGE FOR 0.2 KM (0.10 MI) TO STEEP HILL AND END OF TRUCK
 PT1005'TRAVEL.  PACK NORTHWEST UP STEEP HILL TO TOP OF BLUFF AND STATION.
 PT1005'THE STATION IS A U.S. MISSOURI RIVER COMMISSION PIPE CAP, WITH A
 PT1005'RAISED TRIANGLE WITH HOLE IN CENTER, BOLTED TO THE TOP OF A 10 CM (4
 PT1005'INCH) IRON PIPE WHICH PROJECTS 0.32 M (1.05 FT) ABOVE THE GROUND.
 PT1005'LOCATED 6 METERS (19.7 FT) N FROM THE SOUTH EDGE OF THE BLUFF.  4.5
 PT1005'METERS (14.8 FT) W FROM THE EAST EDGE OF THE BLUFF.  REFERENCE MARK NO
 PT1005'1 IS A STANDARD CGS DISK STAMPED PERRY MORC NO 1 1948 SET INTO THE TOP
 PT1005'OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE, FLUSH WITH
 PT1005'THE GROUND. LOCATED 2.0 METER (6.6 FT) W FROM THE EAST EDGE OF THE
 PT1005'BLUFF, AND 2.5 FEET (0.8 M) LOWER THAN THE STATION.  REFERENCE MARK NO
 PT1005'2 IS A STANDARD CGS DISK STAMPED PERRY MORC NO 2 1948 SET INTO THE TOP
 PT1005'OF A SQUARE CONCRETE MONUMENT 14 INCHES (35 CM) ON SIDE, PROJECTING 2
 PT1005'INCHES (5 CM) ABOVE THE GROUND, AND 1 FEET (0.3 M) LOWER THAN THE
 PT1005'STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED PERRY MORC
 PT1005'1948 NO 2 1981 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 PT1005'(30 CM) IN DIAMETER PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.  THE
 PT1005'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED PERRY MORC 1948 NO 2
 PT1005'1981 SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 PT1005'1.1 M (3.6 FT) BELOW THE GROUND SURFACE. LOCATED 22.5 METERS (73.8 FT)
 PT1005'N FROM THE CENTER OF HIGHWAY 34.  14.8 METERS (48.6 FT) W FROM THE
 PT1005'CENTER OF A GATE.  0.55 METER (1.80 FT) S FROM A 10 CM CONCRETE RIGHT
 PT1005'OF WAY POST AND FENCE.  0.35 METER (1.15 FT) N FROM A METAL WITNESS
 PT1005'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0884 ***********************************************************************
 QS0884  DESIGNATION -  PETE NO 1
 QS0884  PID         -  QS0884
 QS0884  STATE/COUNTY-  SD/DEWEY
 QS0884  COUNTRY     -  US
 QS0884  USGS QUAD   -  PARADE NW (2017)
 QS0884
 QS0884                         *CURRENT SURVEY CONTROL
 QS0884  ______________________________________________________________________
 QS0884* NAD 83(1996) POSITION- 45 11 45.85040(N) 101 07 57.42732(W)   ADJUSTED
 QS0884* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 QS0884  ______________________________________________________________________
 QS0884  GEOID HEIGHT    -        -21.428 (meters)                     GEOID18
 QS0884  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 QS0884  HORZ ORDER      -  THIRD
 QS0884
 QS0884.The horizontal coordinates were established by classical geodetic methods
 QS0884.and adjusted by the National Geodetic Survey in January 1998.
 QS0884
 QS0884.The orthometric height was scaled from a topographic map.
 QS0884
 QS0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0884.GEOID18 height accuracy estimate available here.
 QS0884
 QS0884.Click photographs - Photos may exist for this station.
 QS0884
 QS0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0884
 QS0884. The following values were computed from the NAD 83(1996) position.
 QS0884
 QS0884;                    North         East     Units Scale Factor Converg.
 QS0884;SPC SD N     -   152,053.797   511,009.739   MT  0.99994230   -0 48 05.8
 QS0884;SPC SD N     -   498,863.17  1,676,537.79   sFT  0.99994230   -0 48 05.8
 QS0884;UTM  14      - 5,006,944.020   332,491.482   MT  0.99994502   -1 30 48.6
 QS0884
 QS0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0884!SPC SD N     -   0.99990421  x   0.99994230  =   0.99984652
 QS0884!UTM  14      -   0.99990421  x   0.99994502  =   0.99984924
 QS0884
 QS0884:                Primary Azimuth Mark                     Grid Az
 QS0884:SPC SD N     -  TT 20 MF                                 153 56 09.1
 QS0884:UTM  14      -  TT 20 MF                                 154 38 51.9
 QS0884
 QS0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3249106944(NAD 83)
 QS0884
 QS0884|---------------------------------------------------------------------|
 QS0884| PID    Reference Object                     Distance      Geod. Az  |
 QS0884|                                                           dddmmss.s |
 QS0884| QS0874 TT 20 MF                            APPROX. 2.5 KM 1530803.3 |
 QS0884|---------------------------------------------------------------------|
 QS0884
 QS0884                          SUPERSEDED SURVEY CONTROL
 QS0884
 QS0884  NAD 83(1986)-  45 11 45.84302(N)    101 07 57.42673(W) AD(       ) 3
 QS0884  NAD 27      -  45 11 45.91291(N)    101 07 55.88574(W) AD(       ) 3
 QS0884
 QS0884.Superseded values are not recommended for survey control.
 QS0884
 QS0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0884.See file dsdata.pdf to determine how the superseded data were derived.
 QS0884
 QS0884_MARKER: DD = SURVEY DISK
 QS0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0884_STAMPING: PETE NO 1 1950
 QS0884_MARK LOGO: USGS
 QS0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0884+STABILITY: SURFACE MOTION
 QS0884
 QS0884  HISTORY     - Date     Condition        Report By
 QS0884  HISTORY     - 1950     MONUMENTED       USGS
 QS0884
 QS0884                          STATION DESCRIPTION
 QS0884
 QS0884'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QS0884'LOCATED 16.0 MI S. AND 3.0 MI W. OF TIMBER LAKE, 1.75 MI NW. OF
 QS0884'JUNCTION OF MOREAU RIVER AND REDWATER CREEK, 1.0 MI N. ALONG TRAIL
 QS0884'FROM SMALL RANCH HOUSE, NEAR COR. SECS. 1, 2, 11, AND 12, T. 14 N.,
 QS0884'R. 24 E., 350 FT S. OF CURVE IN RD. AROUND HEAD OF DRAIN E., ON SUMMIT
 QS0884'OF SHORT E. - W. RIDGE.
 QS0884'
 QS0884'STANDARD TABLET STAMPED---PETE NO. 1 1950---SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0885 ***********************************************************************
 QS0885  DESIGNATION -  PETE NO 2
 QS0885  PID         -  QS0885
 QS0885  STATE/COUNTY-  SD/DEWEY
 QS0885  COUNTRY     -  US
 QS0885  USGS QUAD   -  PARADE NW (2017)
 QS0885
 QS0885                         *CURRENT SURVEY CONTROL
 QS0885  ______________________________________________________________________
 QS0885* NAD 83(1996) POSITION- 45 13 22.75585(N) 101 10 01.61123(W)   ADJUSTED
 QS0885* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 QS0885  ______________________________________________________________________
 QS0885  GEOID HEIGHT    -        -21.313 (meters)                     GEOID18
 QS0885  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 QS0885  HORZ ORDER      -  THIRD
 QS0885
 QS0885.The horizontal coordinates were established by classical geodetic methods
 QS0885.and adjusted by the National Geodetic Survey in January 1998.
 QS0885
 QS0885.The orthometric height was scaled from a topographic map.
 QS0885
 QS0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0885.GEOID18 height accuracy estimate available here.
 QS0885
 QS0885.Click photographs - Photos may exist for this station.
 QS0885
 QS0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0885
 QS0885. The following values were computed from the NAD 83(1996) position.
 QS0885
 QS0885;                    North         East     Units Scale Factor Converg.
 QS0885;SPC SD N     -   155,083.387   508,342.723   MT  0.99994360   -0 49 33.6
 QS0885;SPC SD N     -   508,802.75  1,667,787.75   sFT  0.99994360   -0 49 33.6
 QS0885;UTM  14      - 5,010,006.554   329,862.313   MT  0.99995593   -1 32 19.3
 QS0885
 QS0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0885!SPC SD N     -   0.99989259  x   0.99994360  =   0.99983620
 QS0885!UTM  14      -   0.99989259  x   0.99995593  =   0.99984853
 QS0885
 QS0885:                Primary Azimuth Mark                     Grid Az
 QS0885:SPC SD N     -  RED WATER                                313 32 29.1
 QS0885:UTM  14      -  RED WATER                                314 15 14.8
 QS0885
 QS0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2986210006(NAD 83)
 QS0885
 QS0885|---------------------------------------------------------------------|
 QS0885| PID    Reference Object                     Distance      Geod. Az  |
 QS0885|                                                           dddmmss.s |
 QS0885| QS0883 RED WATER                           APPROX. 3.3 KM 3124255.5 |
 QS0885|---------------------------------------------------------------------|
 QS0885
 QS0885                          SUPERSEDED SURVEY CONTROL
 QS0885
 QS0885  NAD 83(1986)-  45 13 22.74840(N)    101 10 01.61047(W) AD(       ) 3
 QS0885  NAD 27      -  45 13 22.81798(N)    101 10 00.06603(W) AD(       ) 3
 QS0885
 QS0885.Superseded values are not recommended for survey control.
 QS0885
 QS0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0885.See file dsdata.pdf to determine how the superseded data were derived.
 QS0885
 QS0885_MARKER: DD = SURVEY DISK
 QS0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0885_STAMPING: PETE NO 2 1950
 QS0885_MARK LOGO: USGS
 QS0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0885+STABILITY: SURFACE MOTION
 QS0885
 QS0885  HISTORY     - Date     Condition        Report By
 QS0885  HISTORY     - 1950     MONUMENTED       USGS
 QS0885
 QS0885                          STATION DESCRIPTION
 QS0885
 QS0885'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QS0885'LOCATED 14.0 MI S. AND 5.0 MI W. OF TIMBER LAKE, 3.0 MI N. OF MOREAU
 QS0885'RIVER, 0.25 MI SE. OF PROMINENT BUTTE, IN SW. 1/4 SEC. 27, T. 15 N.,
 QS0885'R. 24 E., 200 FT. N. OF NW. - SE. TRAIL.
 QS0885'
 QS0885'STANDARD TABLET STAMPED---PETE NO. 2 1950---SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0363 ***********************************************************************
 OR0363  DESIGNATION -  PETER
 OR0363  PID         -  OR0363
 OR0363  STATE/COUNTY-  SD/BRULE
 OR0363  COUNTRY     -  US
 OR0363  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0363
 OR0363                         *CURRENT SURVEY CONTROL
 OR0363  ______________________________________________________________________
 OR0363* NAD 83(1996) POSITION- 43 44 55.07787(N) 098 56 54.97366(W)   ADJUSTED
 OR0363* NAVD 88 ORTHO HEIGHT -   542.854 (meters)     1781.01  (feet) ADJUSTED
 OR0363  ______________________________________________________________________
 OR0363  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 OR0363  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 OR0363  DYNAMIC HEIGHT  -        542.702 (meters)     1780.51  (feet) COMP
 OR0363  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 OR0363
 OR0363  HORZ ORDER      -  SECOND
 OR0363  VERT ORDER      -  FIRST     CLASS II
 OR0363
 OR0363.The horizontal coordinates were established by classical geodetic methods
 OR0363.and adjusted by the National Geodetic Survey in January 1998.
 OR0363
 OR0363.The orthometric height was determined by differential leveling and
 OR0363.adjusted by the NATIONAL GEODETIC SURVEY
 OR0363.in September 1993.
 OR0363
 OR0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0363.GEOID18 height accuracy estimate available here.
 OR0363
 OR0363.Click photographs - Photos may exist for this station.
 OR0363
 OR0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0363
 OR0363.The dynamic height is computed by dividing the NAVD 88
 OR0363.geopotential number by the normal gravity value computed on the
 OR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0363.degrees latitude (g = 980.6199 gals.).
 OR0363
 OR0363.The modeled gravity was interpolated from observed gravity values.
 OR0363
 OR0363. The following values were computed from the NAD 83(1996) position.
 OR0363
 OR0363;                    North         East     Units Scale Factor Converg.
 OR0363;SPC SD S     -   158,157.498   711,516.446   MT  0.99990945   +0 57 18.9
 OR0363;SPC SD S     -   518,888.39  2,334,366.87   sFT  0.99990945   +0 57 18.9
 OR0363;UTM  14      - 4,843,955.933   504,138.002   MT  0.99960021   +0 02 07.9
 OR0363
 OR0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0363!SPC SD S     -   0.99991892  x   0.99990945  =   0.99982837
 OR0363!UTM  14      -   0.99991892  x   0.99960021  =   0.99951916
 OR0363
 OR0363:                Primary Azimuth Mark                     Grid Az
 OR0363:SPC SD S     -  WHITE LAKE RESET                         095 50 39.6
 OR0363:UTM  14      -  WHITE LAKE RESET                         096 45 50.6
 OR0363
 OR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0413843955(NAD 83)
 OR0363
 OR0363|---------------------------------------------------------------------|
 OR0363| PID    Reference Object                     Distance      Geod. Az  |
 OR0363|                                                           dddmmss.s |
 OR0363| OR1006 WHITE LAKE RESET                    APPROX.18.7 KM 0964758.5 |
 OR0363| OR0841 KIMBALL WATER TANK                  APPROX. 0.9 KM 2973239.0 |
 OR0363| OR0362 PETER RM                             41.675 METERS 35208     |
 OR0363|---------------------------------------------------------------------|
 OR0363
 OR0363                          SUPERSEDED SURVEY CONTROL
 OR0363
 OR0363  NAD 83(1995)-  43 44 55.07788(N)    098 56 54.97635(W) AD(       ) 2
 OR0363  NAD 83(1986)-  43 44 55.07791(N)    098 56 54.97719(W) AD(       ) 2
 OR0363  NAD 27      -  43 44 55.07900(N)    098 56 53.64400(W) AD(       ) 2
 OR0363  NAVD 88 (06/15/91)  542.784  (m)         1780.78   (f) SUPERSEDED  1 2
 OR0363  NGVD 29 (??/??/92)  542.411  (m)         1779.56   (f) ADJ UNCH    1 2
 OR0363  NGVD 29             542.41   (m)         1779.6    (f) LEVELING    3  
 OR0363
 OR0363.Superseded values are not recommended for survey control.
 OR0363
 OR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0363.See file dsdata.pdf to determine how the superseded data were derived.
 OR0363
 OR0363_MARKER: DS = TRIANGULATION STATION DISK
 OR0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0363_STAMPING: PETER 1924
 OR0363_MARK LOGO: CGS
 OR0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0363+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OR0363
 OR0363  HISTORY     - Date     Condition        Report By
 OR0363  HISTORY     - 1924     MONUMENTED       CGS
 OR0363  HISTORY     - 1924     GOOD             CGS
 OR0363  HISTORY     - 1935     GOOD             CGS
 OR0363  HISTORY     - 1935     GOOD             CGS
 OR0363  HISTORY     - 19850625 GOOD             NGS
 OR0363  HISTORY     - 19910621 GOOD             NGS
 OR0363
 OR0363                          STATION DESCRIPTION
 OR0363
 OR0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0363'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0363'ST. PAUL AND PACIFIC RAILROAD, ABOUT 1/2 MILE E OF THE TOWN
 OR0363'OF KIMBALL AND ABOUT 1/4 MILE E OF THE FIRST SECTION-LINE ROAD
 OR0363'E OF KIMBALL.  IT IS ABOUT 35 FEET S OF S RAIL AND 20 YARDS
 OR0363'W OF WHISTLE POST.  THE MARK IS ABOUT 2 FEET ABOVE THE TRACK
 OR0363'LEVEL.
 OR0363'
 OR0363'THE STATION IS MARKED BY A BRASS CAP ON A 4-INCH IRON PIPE
 OR0363'SET IN GROUND ABOUT 4 FEET AND PROJECTING ABOVE ABOUT 5
 OR0363'INCHES.
 OR0363'
 OR0363'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 OR0363'DESCRIBED.
 OR0363'
 OR0363'REFERENCE MARK IS OPPOSITE, JUST INSIDE THE FENCE MARKING
 OR0363'THE NORTHERN LIMITS OF THE RIGHT-OF-WAY.
 OR0363'
 OR0363'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.69 METERS.
 OR0363
 OR0363                          STATION RECOVERY (1924)
 OR0363
 OR0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0363'0.5 MI E FROM KIMBALL.
 OR0363'ABOUT 1/2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0363'AND PACIFIC RAILROAD FROM THE STATION AT KIMBALL, BRULE COUNTY,
 OR0363'ABOUT 1/4 MILE EAST OF THE CROSSING OF A SECTION-LINE ROAD,
 OR0363'ABOUT 45 FEET WEST OF A WHISTLE POST, 41 FEET SOUTH OF THE
 OR0363'CENTER LINE OF THE TRACK, 6 FEET NORTH OF A ROW OF POLES, AND
 OR0363'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD TRIANGULATION-STATION
 OR0363'CAP, STAMPED PETER 1924 AND FASTENED ON THE TOP OF A 3-1/2-INCH
 OR0363'IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OR0363
 OR0363                          STATION RECOVERY (1935)
 OR0363
 OR0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0363'THIS STATION RECOVERED JUNE 10, 1935 AND FOUND TO BE IN GOOD
 OR0363'CONDITION.  I FOUND THE STATION MARK TO BE AS DESCRIBED
 OR0363'EXCEPT THAT IT IS ABOUT 45 FEET W OF WHISTLE POST AND 41
 OR0363'FEET S OF CENTER LINE OF TRACK, INSTEAD OF 20 YARDS W OF
 OR0363'WHISTLE POST AND 35 FEET S OF S RAIL.
 OR0363'
 OR0363'REFERENCE MARK IS ABOUT 50 FEET W OF WHISTLE POST, 93 FEET
 OR0363'N OF CENTER LINE OF TRACK, 8 FEET S OF RIGHT-OF-WAY FENCE,
 OR0363'AND ABOUT 136.7 FEET N OF STATION.
 OR0363
 OR0363                          STATION RECOVERY (1935)
 OR0363
 OR0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0363'RECOVERED IN GOOD CONDITION.
 OR0363
 OR0363                          STATION RECOVERY (1985)
 OR0363
 OR0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OR0363'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 OR0363'WAS RECOVERED DESTROYED.  REFERENCE MARKS 2 AND 3 WERE ESTABLISHED AT
 OR0363'THIS TIME AND STATION PAUL 1924 WILL SUFFICE FOR AN AZIMUTH MARK. NEW
 OR0363'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 0.8 KM (0.50
 OR0363'MI) EAST OF KIMBALL, ALONG THE SOUTH SIDE OF A RAILROAD TRACK. TO
 OR0363'REACH THE STATION FROM THE POST OFFICE IN KIMBALL, GO NORTH ON MAIN
 OR0363'STREET FOR 0.25 KM (0.15 MI) TO A GRAVELED CROSS STREET.  TURN RIGHT
 OR0363'AND GO EAST ON GRAVELED STREET FOR 0.55 KM (0.35 MI) TO A GRAVELED
 OR0363'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.1 KM
 OR0363'(0.05 MI) TO RAILROAD TRACK.  TURN RIGHT AND GO EAST ALONG SOUTH SIDE
 OR0363'OF RAILROAD TRACK FOR 0.25 KM (0.15 MI) TO THE STATION. THE STATION IS
 OR0363'A USCGS 9 CM BRASS CAP ON AN IRON PIPE WHICH PROJECTS 10 CM (4
 OR0363'INCHES).  IT IS STAMPED PETER 1924 AND IS ABOUT 0.6 M (2.0 FT) ABOVE
 OR0363'TRACK LEVEL.  LOCATED 12.5 METERS (41.0 FT) S CENTER OF RAILROAD
 OR0363'TRACK.  2.5 METERS (8.2 FT) N FROM A FENCE.  0.3 METER (1.0 FT) E FROM
 OR0363'A METAL WITNESS POST.  18.5 METERS (60.7 FT) SW FROM A WHISTLE POST.
 OR0363'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED PETER 1924 NO 2
 OR0363'1985, SET INTO A PARTIALLY EXPOSED BOULDER 0.8 METERS (2.6 FT) LARGEST
 OR0363'DIMENSION.  LOCATED 12.6 S FROM CENTER OF RAILROAD TRACK.  2.6 METERS
 OR0363'(8.5 FT) N FROM A FENCE.  25.0 METERS (82.0 FT) SE FROM A WHISTLE POST
 OR0363'AND 0.1 METER (0.3 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 3 IS
 OR0363'A STANDARD CGS DISK STAMPED PETER 1924 NO 3 1985, SET INTO THE TOP OF
 OR0363'A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 2
 OR0363'INCHES (5 CM) ABOVE THE GROUND.  LOCATED 23.9 METERS (78.4 FT) W FROM
 OR0363'WHISTLE POST.  3.1 METER (10.2 FT) N FROM THE CENTER OF RAILROAD TRACK
 OR0363'AND 2.6 FEET (0.8 M) 0.8 METER (2.6 FT) LOWER THAN THE STATION.
 OR0363
 OR0363                          STATION RECOVERY (1991)
 OR0363
 OR0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0363'0.3 KM (0.2 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OR0363'KIMBALL, THENCE 0.8 KM (0.5 MI) EASTERLY ALONG THE DAKOTA SOUTHERN
 OR0363'RAILROAD, 32.3 M (106.0 FT) SOUTHWEST OF A WHISTLE POST, 11.9 M (39.0
 OR0363'FT) SOUTH OF THE NEAR RAIL, 2.5 M (8.2 FT) NORTH OF A FENCE, 0.4 M
 OR0363'(1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 OR0363'OF THE TRACK.  NOTE--THE DISK IS AFFIXED TO A 3-INCH METAL PIPE.  THE
 OR0363'PIPE DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0362 ***********************************************************************
 OR0362  DESIGNATION -  PETER RM
 OR0362  PID         -  OR0362
 OR0362  STATE/COUNTY-  SD/BRULE
 OR0362  COUNTRY     -  US
 OR0362  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR0362
 OR0362                         *CURRENT SURVEY CONTROL
 OR0362  ______________________________________________________________________
 OR0362* NAD 83(1986) POSITION- 43 44 56.42   (N) 098 56 55.23   (W)   HD_HELD1
 OR0362* NAVD 88 ORTHO HEIGHT -   542.52  (+/-2cm)     1779.9   (feet) VERTCON3
 OR0362  ______________________________________________________________________
 OR0362  GEOID HEIGHT    -        -25.733 (meters)                     GEOID18
 OR0362  VERT ORDER      -  ? (See Below)
 OR0362
 OR0362.The horizontal coordinates were determined by differentially corrected
 OR0362.hand held GPS observations or other comparable positioning techniques
 OR0362.and have an estimated accuracy of +/- 3 meters.
 OR0362
 OR0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0362
 OR0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0362.GEOID18 height accuracy estimate available here.
 OR0362
 OR0362.The vertical order pertains to the NGVD 29 superseded value.
 OR0362
 OR0362.Click photographs - Photos may exist for this station.
 OR0362
 OR0362;                    North         East    Units  Estimated Accuracy
 OR0362;SPC SD S     -   158,198.8     711,510.0     MT  (+/- 3 meters HH1 GPS) 
 OR0362
 OR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0413243997(NAD 83)
 OR0362
 OR0362                          SUPERSEDED SURVEY CONTROL
 OR0362
 OR0362  NGVD 29 (??/??/92)  542.144  (m)         1778.68   (f) ADJ UNCH       
 OR0362
 OR0362.Superseded values are not recommended for survey control.
 OR0362
 OR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0362.See file dsdata.pdf to determine how the superseded data were derived.
 OR0362
 OR0362_MARKER: DR = REFERENCE MARK DISK
 OR0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0362_STAMPING: PETER 1924
 OR0362_MARK LOGO: CGS
 OR0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0362+STABILITY: SURFACE MOTION
 OR0362
 OR0362  HISTORY     - Date     Condition        Report By
 OR0362  HISTORY     - 1924     MONUMENTED       CGS
 OR0362  HISTORY     - 1925     GOOD             CGS
 OR0362  HISTORY     - 1975     MARK NOT FOUND   USGS
 OR0362  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0362
 OR0362                          STATION DESCRIPTION
 OR0362
 OR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0362'0.5 M E FROM KIMBALL.
 OR0362'ABOUT 1/2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0362'AND PACIFIC RAILROAD FROM THE STATION AT KIMBALL, BRULE COUNTY,
 OR0362'ABOUT 1/4 MILE EAST OF THE CROSSING OF A SECTION-LINE ROAD,
 OR0362'ABOUT 45 YARDS NORTH OF TRAVERSE STATION PETER, DESCRIBED
 OR0362'BELOW, ABOUT 50 FEET WEST OF A WHISTLE POST, AND 93 FEET NORTH
 OR0362'OF THE CENTER LINE OF THE TRACK.  A STANDARD REFERENCE-MARK DISK,
 OR0362'SET IN THE TOP OF A CONCRETE POST.
 OR0362
 OR0362                          STATION RECOVERY (1975)
 OR0362
 OR0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0362'MARK NOT FOUND.
 OR0362
 OR0362                          STATION RECOVERY (1991)
 OR0362
 OR0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0362'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0739 ***********************************************************************
 OS0739  DESIGNATION -  PETERS
 OS0739  PID         -  OS0739
 OS0739  STATE/COUNTY-  SD/JACKSON
 OS0739  COUNTRY     -  US
 OS0739  USGS QUAD   -  BELVIDERE NE (2017)
 OS0739
 OS0739                         *CURRENT SURVEY CONTROL
 OS0739  ______________________________________________________________________
 OS0739* NAD 83(1996) POSITION- 43 53 53.10223(N) 101 20 43.01012(W)   ADJUSTED
 OS0739* NAVD 88 ORTHO HEIGHT -   757.5   (meters)     2485.    (feet) VERTCON3
 OS0739  ______________________________________________________________________
 OS0739  GEOID HEIGHT    -        -22.269 (meters)                     GEOID18
 OS0739  LAPLACE CORR    -         -9.20  (seconds)                    DEFLEC18
 OS0739  HORZ ORDER      -  FIRST
 OS0739
 OS0739.The horizontal coordinates were established by classical geodetic methods
 OS0739.and adjusted by the National Geodetic Survey in January 1998.
 OS0739
 OS0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0739
 OS0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0739.GEOID18 height accuracy estimate available here.
 OS0739
 OS0739.Click photographs - Photos may exist for this station.
 OS0739
 OS0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0739
 OS0739. The following values were computed from the NAD 83(1996) position.
 OS0739
 OS0739;                    North         East     Units Scale Factor Converg.
 OS0739;SPC SD S     -   174,327.015   518,705.374   MT  0.99991876   -0 41 53.1
 OS0739;SPC SD S     -   571,937.88  1,701,785.88   sFT  0.99991876   -0 41 53.1
 OS0739;UTM  14      - 4,863,227.049   311,645.544   MT  1.00003637   -1 37 35.9
 OS0739
 OS0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0739!SPC SD S     -   0.99988473  x   0.99991876  =   0.99980350
 OS0739!UTM  14      -   0.99988473  x   1.00003637  =   0.99992109
 OS0739
 OS0739:                Primary Azimuth Mark                     Grid Az
 OS0739:SPC SD S     -  PETERS AZ MK                             014 05 02.7
 OS0739:UTM  14      -  PETERS AZ MK                             015 00 45.5
 OS0739
 OS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1164563227(NAD 83)
 OS0739
 OS0739|---------------------------------------------------------------------|
 OS0739| PID    Reference Object                     Distance      Geod. Az  |
 OS0739|                                                           dddmmss.s |
 OS0739| CQ4597 PETERS AZ MK                                       0132309.6 |
 OS0739| CQ4599 PETERS RM 2                           9.027 METERS 02505     |
 OS0739| OS0741 GLO 11 RM 1                         372.788 METERS 03259     |
 OS0739| OS0742 BELVIDERE MUNICIPAL TANK            APPROX. 9.5 KM 1405413.1 |
 OS0739| CQ4598 PETERS RM 1                          33.031 METERS 14700     |
 OS0739|---------------------------------------------------------------------|
 OS0739
 OS0739                          SUPERSEDED SURVEY CONTROL
 OS0739
 OS0739  NAD 83(1986)-  43 53 53.09524(N)    101 20 43.01465(W) AD(       ) 1
 OS0739  NAD 27      -  43 53 53.12500(N)    101 20 41.50700(W) AD(       ) 1
 OS0739  NGVD 29 (07/19/86)  757.0    (m)         2484.     (f) VERT ANG       
 OS0739
 OS0739.Superseded values are not recommended for survey control.
 OS0739
 OS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0739.See file dsdata.pdf to determine how the superseded data were derived.
 OS0739
 OS0739_MARKER: DS = TRIANGULATION STATION DISK
 OS0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0739_STAMPING: PETERS 1924
 OS0739_MARK LOGO: CGS
 OS0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0739+STABILITY: SURFACE MOTION
 OS0739
 OS0739  HISTORY     - Date     Condition        Report By
 OS0739  HISTORY     - 1924     MONUMENTED       CGS
 OS0739  HISTORY     - 1935     GOOD             CGS
 OS0739  HISTORY     - 1961     GOOD             CGS
 OS0739
 OS0739                          STATION DESCRIPTION
 OS0739
 OS0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0739'STATION PETERS IS ABOUT 8 MILES E AND 4-1/2 MILES N OF KADOKA.
 OS0739'4-1/2 MILES N OF THE CUSTER HIGHWAY.  IN THE SE 1/4 OF SEC.
 OS0739'3, T 2 S, R 23 E.  ABOUT 100 METERS (328 FEET) W OF THE E
 OS0739'SECTION LINE.  296.80 METERS N OF THE S SECTION LINE OF WESTERN
 OS0739'AND HIGHEST OF TWO SMALL BUTTES, AND ABOUT 1/2 MILE NW OF A.C.
 OS0739'PETERS HOUSE.
 OS0739'
 OS0739'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OS0739'IN CONCRETE.
 OS0739'
 OS0739'STATION MARK IS 15- BY 18- BY 25 INCHES--REGULAR REFERENCE MARK.
 OS0739'
 OS0739'THE REFERENCE MARK IS SE OF THE STATION AND ON TOP OF THE
 OS0739'BUTTE.
 OS0739'
 OS0739'THE STATION IS EASILY REACHED FROM THE CUSTER HIGHWAY.
 OS0739'
 OS0739'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.33 METERS.
 OS0739
 OS0739                          STATION RECOVERY (1935)
 OS0739
 OS0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0739'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 OS0739'DESCRIPTION IS STILL GOOD.
 OS0739
 OS0739                          STATION RECOVERY (1961)
 OS0739
 OS0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0739'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED, FOUND
 OS0739'TO BE AS DESCRIBED AND IN GOOD CONDITION.
 OS0739'
 OS0739'REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED THIS
 OS0739'YEAR.
 OS0739'
 OS0739'REFERENCE MARK 2, A STANDARD DISK STAMPED PETERS NO 2 1924,
 OS0739'IS SET IN THE TOP OF A CYLINDRIAL CONCRETE MONUMENT,
 OS0739'12 INCHES IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE
 OS0739'OF THE GROUND.  IT IS ABOUT 12 INCHES LOWER IN ELEVATION
 OS0739'THAN THE STATION MARK.
 OS0739'
 OS0739'THE AZIMUTH MARK, A STANDARD DISK STAMPED PETERS 1961, IS
 OS0739'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 OS0739'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 OS0739'GROUND.  IT IS 24.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 OS0739'BLADED ROAD, 17.0 FEET SOUTH OF THE CENTER OF A WIRE GATE,
 OS0739'4.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN AND 1.0 FOOT
 OS0739'EAST OF THE WEST RIGHT-OF-WAY FENCE.
 OS0739'
 OS0739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 OS0739'AND STATE HIGHWAY 40, AT THE NORTH EDGE OF BELVIDERE, DRIVE
 OS0739'WEST ON U.S. HIGHWAY 16 FOR 3.7 MILES TO A GRAVELED SIDE
 OS0739'ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTH FOR 0.75
 OS0739'MILE.  TURN RIGHT AND DRIVE EAST FOR 1.0 MILE TO A SIDE ROAD
 OS0739'ON THE LEFT.  TURN LEFT AND CONTINUE NORTH ON THE BLADED
 OS0739'ROAD FOR 3.0 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 OS0739'AND DRIVE WEST FOR 1.0 MILE TO A POINT WHERE THE MAIN BLADED
 OS0739'ROAD TURNS SHARP RIGHT AND A RANCH ROAD CONTINUES STRAIGHT
 OS0739'AHEAD WEST.* PASS THROUGH A GATE IN A SOUTHEAST FENCE
 OS0739'CORNER AND DRIVE NORTH ALONG THE WEST SIDE OF THE WEST
 OS0739'RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH BLADED ROAD FOR 0.2
 OS0739'MILE TO A SUMMIT, THENCE TURN LEFT AND DRIVE WESTERLY FOR 0.1
 OS0739'MILE TO THE SUMMIT OF A KNOLL AND THE STATION.
 OS0739'
 OS0739'*TO REACH THE AZIMUTH MARK, TURN RIGHT WITH THE MAIN BLADED
 OS0739'ROAD AND DRIVE NORTH FOR 0.7 MILE TO A WIRE GATE AND THE
 OS0739'MARK ON THE LEFT.
 OS0739'
 OS0739'OBSERVATIONS WERE MADE FROM THE TOP OF A 6 FOOT WOODEN STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0403 ***********************************************************************
 QT0403  DESIGNATION -  PETRIFY
 QT0403  PID         -  QT0403
 QT0403  STATE/COUNTY-  SD/PERKINS
 QT0403  COUNTRY     -  US
 QT0403  USGS QUAD   -  COAL SPRINGS SE (2017)
 QT0403
 QT0403                         *CURRENT SURVEY CONTROL
 QT0403  ______________________________________________________________________
 QT0403* NAD 83(1996) POSITION- 45 21 20.89970(N) 102 01 15.77628(W)   ADJUSTED
 QT0403* NAVD 88 ORTHO HEIGHT -   775.1   (meters)     2543.    (feet) VERTCON3
 QT0403  ______________________________________________________________________
 QT0403  GEOID HEIGHT    -        -19.223 (meters)                     GEOID18
 QT0403  LAPLACE CORR    -         -6.31  (seconds)                    DEFLEC18
 QT0403  HORZ ORDER      -  SECOND
 QT0403
 QT0403.The horizontal coordinates were established by classical geodetic methods
 QT0403.and adjusted by the National Geodetic Survey in January 1998.
 QT0403
 QT0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0403
 QT0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0403.GEOID18 height accuracy estimate available here.
 QT0403
 QT0403.Click photographs - Photos may exist for this station.
 QT0403
 QT0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0403
 QT0403. The following values were computed from the NAD 83(1996) position.
 QT0403
 QT0403;                    North         East     Units Scale Factor Converg.
 QT0403;SPC SD N     -   171,159.497   441,659.886   MT  0.99995322   -1 25 49.3
 QT0403;SPC SD N     -   561,545.78  1,449,012.48   sFT  0.99995322   -1 25 49.3
 QT0403;UTM  13      - 5,026,794.677   733,328.059   MT  1.00026943   +2 07 13.5
 QT0403;UTM  14      - 5,026,917.625   263,374.631   MT  1.00028848   -2 09 01.5
 QT0403
 QT0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0403!SPC SD N     -   0.99988150  x   0.99995322  =   0.99983473
 QT0403!UTM  13      -   0.99988150  x   1.00026943  =   1.00015090
 QT0403!UTM  14      -   0.99988150  x   1.00028848  =   1.00016995
 QT0403
 QT0403:                Primary Azimuth Mark                     Grid Az
 QT0403:SPC SD N     -  PETRIFY AZ MK                            107 48 11.1
 QT0403:UTM  13      -  PETRIFY AZ MK                            104 15 08.3
 QT0403:UTM  14      -  PETRIFY AZ MK                            108 31 23.3
 QT0403
 QT0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL3332826794(NAD 83)
 QT0403
 QT0403|---------------------------------------------------------------------|
 QT0403| PID    Reference Object                     Distance      Geod. Az  |
 QT0403|                                                           dddmmss.s |
 QT0403| CQ8775 PETRIFY AZ MK                                      1062221.8 |
 QT0403| CQ8776 PETRIFY RM 1                         10.512 METERS 24847     |
 QT0403| CQ8777 PETRIFY RM 2                         10.028 METERS 33000     |
 QT0403|---------------------------------------------------------------------|
 QT0403
 QT0403                          SUPERSEDED SURVEY CONTROL
 QT0403
 QT0403  NAD 83(1986)-  45 21 20.89117(N)    102 01 15.77468(W) AD(       ) 2
 QT0403  NAD 27      -  45 21 20.97500(N)    102 01 14.22400(W) AD(       ) 2
 QT0403  NGVD 29 (07/19/86)  774.7    (m)         2542.     (f) VERT ANG       
 QT0403
 QT0403.Superseded values are not recommended for survey control.
 QT0403
 QT0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0403.See file dsdata.pdf to determine how the superseded data were derived.
 QT0403
 QT0403_MARKER: DS = TRIANGULATION STATION DISK
 QT0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0403_STAMPING: PETRIFY 1951
 QT0403_MARK LOGO: CGS
 QT0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0403+STABILITY: SURFACE MOTION
 QT0403
 QT0403  HISTORY     - Date     Condition        Report By
 QT0403  HISTORY     - 1951     MONUMENTED       CGS
 QT0403
 QT0403                          STATION DESCRIPTION
 QT0403
 QT0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0403'THE STATION IS ABOUT 12 MILES WEST AND 3 MILES SOUTH OF GLAD
 QT0403'VALLEY, ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND
 QT0403'ON LAND OWNED BY JAMES CARMICHAELL.  IT IS ABOUT 30 FEET EAST
 QT0403'OF A PETRIFIED LOG.
 QT0403'
 QT0403'TO REACH THE STATION FROM THE CROSSROADS IN GLAD VALLEY.
 QT0403'GO WEST ON STATE HIGHWAY 8 FOR 4.0 MILES TO A CROSSROADS.
 QT0403'TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT
 QT0403'AND GO WEST AND SOUTH FOR 2.4 MILES TO A T-ROAD.  TURN RIGHT
 QT0403'AND GO WEST 2.0 MILES TO A CROSSROADS AND MAIL BOX SET IN A
 QT0403'55 GALLON OIL DRUM.  CONTINUE WEST 4.25 MILE TO A CATTLE GUARD.
 QT0403'CROSS THE CATTLE GUARD AND TURN LEFT ON THE MAIN TRAVELED ROAD
 QT0403'AND GO SOUTHWESTERLY FOR 0.35 MILE.  TURN SHARP RIGHT AND
 QT0403'GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK.  CONTINUE WESTERLY
 QT0403'0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 QT0403'
 QT0403'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0403'PETRIFY 1951.
 QT0403'
 QT0403'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND THE DISK ISSTAMPED
 QT0403'PETRIFY NO 1 1951.
 QT0403'
 QT0403'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QT0403'PETRIFY NO 2 1951.
 QT0403'
 QT0403'THE AZIMUTH MARK IS 3 FEET SOUTHWEST OF A WITNESS POST.  THE
 QT0403'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED PETRIFY 1951.
 QT0403'
 QT0403'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QT0403'CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0574 ***********************************************************************
 PT0574  DESIGNATION -  PHIL
 PT0574  PID         -  PT0574
 PT0574  STATE/COUNTY-  SD/HAAKON
 PT0574  COUNTRY     -  US
 PT0574  USGS QUAD   -  PHILIP (2017)
 PT0574
 PT0574                         *CURRENT SURVEY CONTROL
 PT0574  ______________________________________________________________________
 PT0574* NAD 83(1996) POSITION- 44 03 27.34392(N) 101 40 01.44495(W)   ADJUSTED
 PT0574* NAVD 88 ORTHO HEIGHT -   714.042 (meters)     2342.65  (feet) ADJUSTED
 PT0574  ______________________________________________________________________
 PT0574  GEOID HEIGHT    -        -21.077 (meters)                     GEOID18
 PT0574  LAPLACE CORR    -         -9.43  (seconds)                    DEFLEC18
 PT0574  DYNAMIC HEIGHT  -        713.841 (meters)     2341.99  (feet) COMP
 PT0574  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PT0574
 PT0574  HORZ ORDER      -  SECOND
 PT0574  VERT ORDER      -  FIRST     CLASS II
 PT0574
 PT0574.The horizontal coordinates were established by classical geodetic methods
 PT0574.and adjusted by the National Geodetic Survey in January 1998.
 PT0574
 PT0574.The orthometric height was determined by differential leveling and
 PT0574.adjusted by the NATIONAL GEODETIC SURVEY
 PT0574.in June 1991.
 PT0574
 PT0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0574.GEOID18 height accuracy estimate available here.
 PT0574
 PT0574.Click photographs - Photos may exist for this station.
 PT0574
 PT0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0574
 PT0574.The dynamic height is computed by dividing the NAVD 88
 PT0574.geopotential number by the normal gravity value computed on the
 PT0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0574.degrees latitude (g = 980.6199 gals.).
 PT0574
 PT0574.The modeled gravity was interpolated from observed gravity values.
 PT0574
 PT0574. The following values were computed from the NAD 83(1996) position.
 PT0574
 PT0574;                    North         East     Units Scale Factor Converg.
 PT0574;SPC SD S     -   192,412.094   493,141.163   MT  0.99993622   -0 55 12.3
 PT0574;SPC SD S     -   631,272.01  1,617,913.97   sFT  0.99993622   -0 55 12.3
 PT0574;UTM  14      - 4,881,728.622   286,374.501   MT  1.00016131   -1 51 19.2
 PT0574
 PT0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0574!SPC SD S     -   0.99989135  x   0.99993622  =   0.99982758
 PT0574!UTM  14      -   0.99989135  x   1.00016131  =   1.00005264
 PT0574
 PT0574:                Primary Azimuth Mark                     Grid Az
 PT0574:SPC SD S     -  PHIL AZ MK                               359 55 03.3
 PT0574:UTM  14      -  PHIL AZ MK                               000 51 10.2
 PT0574
 PT0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8637481728(NAD 83)
 PT0574
 PT0574|---------------------------------------------------------------------|
 PT0574| PID    Reference Object                     Distance      Geod. Az  |
 PT0574|                                                           dddmmss.s |
 PT0574| PT1158 PHILIP MUNICIPAL STANDPIPE          APPROX. 0.8 KM 0962549.4 |
 PT0574| PT0575 PHIL 2                               43.039 METERS 09626     |
 PT0574| PT0579 PHIL RM 1                            16.575 METERS 17637     |
 PT0574| PT0572 PHIL RM 2                            21.185 METERS 27422     |
 PT0574| PT0569 PHIL AZ MK                                         3585951.0 |
 PT0574|---------------------------------------------------------------------|
 PT0574
 PT0574                          SUPERSEDED SURVEY CONTROL
 PT0574
 PT0574  NAD 83(1986)-  44 03 27.33611(N)    101 40 01.44666(W) AD(       ) 2
 PT0574  NAD 27      -  44 03 27.38060(N)    101 39 59.93060(W) AD(       ) 2
 PT0574  NGVD 29 (??/??/92)  713.597  (m)         2341.19   (f) ADJ UNCH    1 2
 PT0574  NGVD 29             713.60   (m)         2341.2    (f) LEVELING    3  
 PT0574
 PT0574.Superseded values are not recommended for survey control.
 PT0574
 PT0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0574.See file dsdata.pdf to determine how the superseded data were derived.
 PT0574
 PT0574_MARKER: DS = TRIANGULATION STATION DISK
 PT0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0574_STAMPING: PHIL 1950
 PT0574_MARK LOGO: CGS
 PT0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0574+STABILITY: SURFACE MOTION
 PT0574
 PT0574  HISTORY     - Date     Condition        Report By
 PT0574  HISTORY     - 1950     MONUMENTED       CGS
 PT0574  HISTORY     - 1958     GOOD             CGS
 PT0574  HISTORY     - 1961     GOOD             CGS
 PT0574  HISTORY     - 1962     GOOD             CGS
 PT0574  HISTORY     - 1970     GOOD             NGS
 PT0574  HISTORY     - 1970     GOOD             NGS
 PT0574
 PT0574                          STATION DESCRIPTION
 PT0574
 PT0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT0574'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF PHILIP,
 PT0574'30 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 73, 6.3 FEET
 PT0574'SOUTHWEST OF A WITNESS POST, 6 FEET SOUTH OF A TRIANGULAR
 PT0574'BLAZED TELEPHONE POLE, AND 4 FEET WEST OF A WIRE FENCE.
 PT0574'
 PT0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 14
 PT0574'AND STATE HIGHWAY NO. 73 IN PHILIP, GO NORTH ON NO. 73 FOR
 PT0574'1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH
 PT0574'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON NO. 73 FOR
 PT0574'0.8 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PT0574'
 PT0574'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PT0574'PHIL 1950.
 PT0574'
 PT0574'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF STATE
 PT0574'HIGHWAY NO. 73, AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS
 PT0574'6 INCHES, AND THE DISK IS STAMPED PHIL NO 1 1950.
 PT0574'
 PT0574'REFERENCE MARK NO. 2 IS 39 FEET WEST OF THE CENTER OF STATE
 PT0574'HIGHWAY NO. 73 AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS
 PT0574'4 INCHES, AND THE DISK IS STAMPED PHIL NO 2 1950.
 PT0574'
 PT0574'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF STATE
 PT0574'HIGHWAY NO. 73, 2 FEET WEST OF A WITNESS POST, AND 2 FEET
 PT0574'SOUTH OF A TELEPHONE POLE.  IT PROJECTS 2 INCHES, AND THE
 PT0574'DISK IS STAMPED PHIL 1950.
 PT0574'
 PT0574'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PT0574'SQUARE CONCRETE POST.  THE STATION MARK AND REFERENCE MARKS
 PT0574'ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PT0574
 PT0574                          STATION RECOVERY (1958)
 PT0574
 PT0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 PT0574'STATION, AZIMUTH AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PT0574'DIRECTIONS AND DISTANCES TO REFERENCE MARKS CHECKED AND VERIFIED.
 PT0574'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 PT0574'STATION MARK IS 4.8 FEET NORTHWEST OF CENTER OF A TELEPHONE
 PT0574'POLE.  AZIMUTH MARK IS 91 FEET NORTHWEST OF CENTER OF A TELEPHONE
 PT0574'POLE.  TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY
 PT0574'14 AND STATE ROUTE 73 IN PHILIP GO 1.0 MILES NORTH ON STATE
 PT0574'ROUTE 73 TO STATION ON THE RIGHT.
 PT0574
 PT0574                          STATION RECOVERY (1961)
 PT0574
 PT0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0574'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 PT0574'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTIONS
 PT0574'TO THE MARKS AND THE PHILIP, MUNICIPAL STANDPIPE WERE CHECKED
 PT0574'AND FOUND TO BE CORRECT.  THE DISTANCE TO REFERENCE MARK 1
 PT0574'WAS FOUND TO BE CORRECT, BUT A LONGER DISTANCE WAS FOUND TO
 PT0574'REFERENCE MARK 2.
 PT0574'
 PT0574'THE 1950 ROUTE TO THE STATION WAS USED AND FOUND TO BE ADEQUATE.
 PT0574'
 PT0574'THE STATION MARK IS A STANDARD DISK STAMPED PHIL
 PT0574'1950, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 PT0574'IS 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE
 PT0574'SURFACE OF THE GROUND.  IT IS 30 FEET EAST OF THE CENTER OF
 PT0574'STATE HIGHWAY 73, 6.5 FEET SOUTHWEST OF A METAL WITNESS POST
 PT0574'WITH SIGN, 5.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 PT0574'AND 4.5 FEET NORTHWEST OF A TELEPHONE POLE.
 PT0574'
 PT0574'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHIL
 PT0574'NO 1 1950, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH
 PT0574'IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE
 PT0574'SURFACE OF THE GROUND.  IT IS 34 FEET EAST OF THE CENTER OF
 PT0574'STATE HIGHWAY 73 AND 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY
 PT0574'FENCE.
 PT0574'
 PT0574'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHIL
 PT0574'NO 2 1950, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH
 PT0574'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE
 PT0574'SURFACE OF THE GROUND.  IT IS 39 FEET WEST OF THE CENTER OF
 PT0574'STATE HIGHWAY 73 AND 1.5 FEET EAST OF THE WEST RIGHT-OF-WAY
 PT0574'FENCE.
 PT0574'
 PT0574'THE AZIMUTH MARK IS A STANDARD DISKSTAMPED PHIL
 PT0574'1950, SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE
 PT0574'AT THE TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PT0574'THE MARK IS 0.8 MILE NORTH OF THE STATION ALONG THE WEST SIDE
 PT0574'OF STATE HIGHWAY 73, ON THE SOUTH SLOPE OF A CULTIVATED RIDGE,
 PT0574'37 FEET WEST OF THE CENTER OF STATE HIGHWAY 73, 2.5 FEET
 PT0574'WEST OF THE WEST RIGHT-OF-WAY FENCE AND 2.0 FEET SOUTH OF AN
 PT0574'OLD FENCE POST WHICH PROJECTS 5 FEET ABOVE THE GROUND SURFACE.
 PT0574'
 PT0574'THE PICTURE POINT IS THE CENTER OF STATE HIGHWAY 73 AT ITS
 PT0574'INTERSECTION WITH A SIDE ROAD WHICH LEADS EAST TO A VORTAC.
 PT0574'
 PT0574'OBSERVATIONS WERE MADE FROM A WOODEN STAND PROJECTING 12 FEET
 PT0574'ABOVE THE SURFACE OF THE GROUND.
 PT0574
 PT0574                          STATION RECOVERY (1962)
 PT0574
 PT0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0574'1.4 MI N FROM PHILIP.
 PT0574'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0574'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 220 FEET SOUTH
 PT0574'OF THE CENTERLINE OF A DRIVEWAY LEADING EAST TO AN AVIATION AID
 PT0574'BUILDING, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6.7 FEET
 PT0574'SOUTHWEST OF A METAL WITNESS POST, 5 FEET NORTHWEST OF A
 PT0574'TELEPHONE POLE, 5 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 PT0574'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0574'4 INCHES.  NOTE-- DUE TO HIGHWAY IMPROVEMENTS THE MARK WILL BE
 PT0574'DESTROYED.  IT WAS LEFT INTACT FOR USE BY THE STATE HIGHWAY
 PT0574'DEPARTMENT, AND WILL BE REMOVED BY THEM AT TIME OF CONSTRUCTION.
 PT0574'A NEW MARK, PHIL 2 1970, WAS SET NEARBY.
 PT0574
 PT0574                          STATION RECOVERY (1970)
 PT0574
 PT0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT0574'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 PT0574'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 PT0574'IMPROVEMENTS THE MARKS WILL BE DESTROYED.  A NEW STATION,
 PT0574'PHIL 2 1970, WAS SET ON LINE TO THE PHILIP MUNICIPAL STANDPIPE.
 PT0574'THE ORIGINAL MARKS WERE LEFT INTACT FOR USE BY THE STATE
 PT0574'HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM AT THE TIME
 PT0574'OF CONSTRUCTION.
 PT0574'
 PT0574'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR PHIL 2
 PT0574'
 PT0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 PT0574
 PT0574                          STATION RECOVERY (1970)
 PT0574
 PT0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0576 ***********************************************************************
 PT0576  DESIGNATION -  PHIL 3
 PT0576  PID         -  PT0576
 PT0576  STATE/COUNTY-  SD/HAAKON
 PT0576  COUNTRY     -  US
 PT0576  USGS QUAD   -  PHILIP (2017)
 PT0576
 PT0576                         *CURRENT SURVEY CONTROL
 PT0576  ______________________________________________________________________
 PT0576* NAD 83(1996) POSITION- 44 03 27.25802(N) 101 40 00.38671(W)   NO CHECK
 PT0576* NAVD 88 ORTHO HEIGHT -   713.87  (+/-2cm)     2342.1   (feet) VERTCON3
 PT0576  ______________________________________________________________________
 PT0576  GEOID HEIGHT    -        -21.079 (meters)                     GEOID18
 PT0576  LAPLACE CORR    -         -9.44  (seconds)                    DEFLEC18
 PT0576  HORZ ORDER      -  THIRD
 PT0576  VERT ORDER      -  THIRD (See Below)
 PT0576
 PT0576.The horizontal coordinates were established by classical geodetic methods
 PT0576.and adjusted by the National Geodetic Survey in January 1998.
 PT0576
 PT0576.No horizontal observational check was made to the station.
 PT0576
 PT0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0576
 PT0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0576.GEOID18 height accuracy estimate available here.
 PT0576
 PT0576.The vertical order pertains to the NGVD 29 superseded value.
 PT0576
 PT0576.Click photographs - Photos may exist for this station.
 PT0576
 PT0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0576
 PT0576. The following values were computed from the NAD 83(1996) position.
 PT0576
 PT0576;                    North         East     Units Scale Factor Converg.
 PT0576;SPC SD S     -   192,409.066   493,164.670   MT  0.99993621   -0 55 11.6
 PT0576;SPC SD S     -   631,262.08  1,617,991.09   sFT  0.99993621   -0 55 11.6
 PT0576;UTM  14      - 4,881,725.209   286,397.961   MT  1.00016118   -1 51 18.4
 PT0576
 PT0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0576!SPC SD S     -   0.99989138  x   0.99993621  =   0.99982760
 PT0576!UTM  14      -   0.99989138  x   1.00016118  =   1.00005254
 PT0576
 PT0576:                Primary Azimuth Mark                     Grid Az
 PT0576:SPC SD S     -  PHIL 2 AZ MK                             007 17 46.8
 PT0576:UTM  14      -  PHIL 2 AZ MK                             008 13 53.6
 PT0576
 PT0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8639781725(NAD 83)
 PT0576
 PT0576|---------------------------------------------------------------------|
 PT0576| PID    Reference Object                     Distance      Geod. Az  |
 PT0576|                                                           dddmmss.s |
 PT0576| PT0577 PHIL 3 RM 5                          13.513 METERS 00119     |
 PT0576| CQ4603 PHIL 2 AZ MK                                       0062235.2 |
 PT0576| PT1158 PHILIP MUNICIPAL STANDPIPE          APPROX. 0.7 KM 0962551.0 |
 PT0576| PT0575 PHIL 2                               19.336 METERS 09626     |
 PT0576| PT0578 PHIL 3 RM 6                          15.406 METERS 17910     |
 PT0576|---------------------------------------------------------------------|
 PT0576
 PT0576                          SUPERSEDED SURVEY CONTROL
 PT0576
 PT0576  NAD 83(1986)-  44 03 27.25020(N)    101 40 00.38842(W) AD(       ) 3
 PT0576  NAD 27      -  44 03 27.29471(N)    101 39 58.87239(W) AD(       ) 3
 PT0576  NGVD 29 (04/17/07)  713.43   (m)         2340.6    (f) RESET       3  
 PT0576  NGVD 29             713.43   (m)         2340.6    (f) LEVELING    3  
 PT0576
 PT0576.Superseded values are not recommended for survey control.
 PT0576
 PT0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0576.See file dsdata.pdf to determine how the superseded data were derived.
 PT0576
 PT0576_MARKER: DH = HORIZONTAL CONTROL DISK
 PT0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0576_STAMPING: PHIL 3 1974
 PT0576_MARK LOGO: NGS
 PT0576_PROJECTION: FLUSH
 PT0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0576+STABILITY: SURFACE MOTION
 PT0576
 PT0576  HISTORY     - Date     Condition        Report By
 PT0576  HISTORY     - 1974     MONUMENTED       NGS
 PT0576  HISTORY     - 1974     GOOD             NGS
 PT0576
 PT0576                          STATION DESCRIPTION
 PT0576
 PT0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PT0576'DISTANCE R.M. NO. 5 TO R.M. NO. 6 NOT MEASURED - NEARLY ON LINE.
 PT0576'
 PT0576'THE STATION IS LOCATED ABOUT 1-1/4 MILE NORTH OF PHILIP, ON HIGH
 PT0576'GROUND ON THE HIGHWAY RIGHT-OF-WAY ALONG THE EAST SIDE OF STATE
 PT0576'HIGHWAY 73.
 PT0576'
 PT0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PT0576'HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON HIGHWAY 73 FOR
 PT0576'0.85 MILE TO THE CREST OF A LARGE HILL AND THE STATION OF THE
 PT0576'RIGHT AS DESCRIBED.
 PT0576'
 PT0576'THE STATION MARK IS A STANDARD DISK STAMPED PHIL 3 1974, SET IN A
 PT0576'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 235 FEET SOUTH
 PT0576'OF THE CENTER OF THE DRIVEWAY LEADING EAST TO A VOR STATION,
 PT0576'98 FEET EAST OF THE CENTER OF HIGHWAY 73, 2 FEET WEST OF THE EAST
 PT0576'RIGHT-OF-WAY FENCE, AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 PT0576'
 PT0576'REFERENCE MARK NO. 5IS A STANDARD DISK STAMPED PHIL 3 NO 5 1974,
 PT0576'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PT0576'GROUND.  IT IS 190 FEET SOUTH OF THE VOR DRIVEWAY, 99 FEET EAST OF
 PT0576'THE CENTER OF THE HIGHWAY, 46 FEET NORTH OF A METAL WITNESS
 PT0576'POST, AND 1-FOOT WEST OF THE FENCE.
 PT0576'
 PT0576'REFERENCE MARK NO. 6 IS A STANDARD DISK STAMPED PHIL 3 NO 6
 PT0576'1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PT0576'GROUND.  IT IS 285 FEET SOUTH OF THE VOR DRIVEWAY, 99 FEET EAST
 PT0576'OF THE CENTER OF THE HIGHWAY, 49 FEET SOUTH OF THE METAL WITNESS
 PT0576'POST, AND 1-FOOT WEST OF THE THE FENCE.
 PT0576'
 PT0576'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PHIL 2 1970, SET
 PT0576'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 PT0576'IT IS 37 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 12 FEET
 PT0576'EAST OF THE CENTER OF A FIELD ENTRANCE, 1-FOOT SOUTH OF A FENCE,
 PT0576'AND 1.3 FEET WEST OF A METAL WITNESS POST.
 PT0576'
 PT0576'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 PT0576'HIGHWAY 73 FOR 1.2 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 PT0576'AND GO EAST ON THE GRAVELED ROAD FOR 0.15 MILE TO A FIELD
 PT0576'ENTRANCE AND THE MARK ON THE LEFT AS DESCRIBED.
 PT0576
 PT0576                          STATION RECOVERY (1974)
 PT0576
 PT0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 PT0576'1.4 MI N FROM PHILIP.
 PT0576'ABOUT 0.90 MILES NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0576'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0576'NEAR A VOR SITE, 235 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 PT0576'LEADING TO THE VOR, 98 FEET EAST OF THE CENTER OF HIGHWAY 73, 2
 PT0576'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.8 FEET NORTH OF A
 PT0576'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 PT0576'MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0577 ***********************************************************************
 PT0577  DESIGNATION -  PHIL 3 RM 5
 PT0577  PID         -  PT0577
 PT0577  STATE/COUNTY-  SD/HAAKON
 PT0577  COUNTRY     -  US
 PT0577  USGS QUAD   -  PHILIP (2017)
 PT0577
 PT0577                         *CURRENT SURVEY CONTROL
 PT0577  ______________________________________________________________________
 PT0577* NAD 83(1986) POSITION- 44 03 27.70   (N) 101 40 00.37   (W)   HD_HELD1
 PT0577* NAVD 88 ORTHO HEIGHT -   713.72  (+/-2cm)     2341.6   (feet) VERTCON3
 PT0577  ______________________________________________________________________
 PT0577  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 PT0577  VERT ORDER      -  THIRD (See Below)
 PT0577
 PT0577.The horizontal coordinates were determined by differentially corrected
 PT0577.hand held GPS observations or other comparable positioning techniques
 PT0577.and have an estimated accuracy of +/- 3 meters.
 PT0577
 PT0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0577
 PT0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0577.GEOID18 height accuracy estimate available here.
 PT0577
 PT0577.The vertical order pertains to the NGVD 29 superseded value.
 PT0577
 PT0577.Click photographs - Photos may exist for this station.
 PT0577
 PT0577;                    North         East    Units  Estimated Accuracy
 PT0577;SPC SD S     -   192,422.7     493,165.3     MT  (+/- 3 meters HH1 GPS) 
 PT0577
 PT0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8639881738(NAD 83)
 PT0577
 PT0577                          SUPERSEDED SURVEY CONTROL
 PT0577
 PT0577  NGVD 29 (04/17/07)  713.28   (m)         2340.2    (f) RESET       3  
 PT0577
 PT0577.Superseded values are not recommended for survey control.
 PT0577
 PT0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0577.See file dsdata.pdf to determine how the superseded data were derived.
 PT0577
 PT0577_MARKER: DR = REFERENCE MARK DISK
 PT0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0577_STAMPING: PHIL 3 NO 5 1974
 PT0577_MARK LOGO: NGS
 PT0577_PROJECTION: FLUSH
 PT0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0577+STABILITY: SURFACE MOTION
 PT0577
 PT0577  HISTORY     - Date     Condition        Report By
 PT0577  HISTORY     - 1974     MONUMENTED       NGS
 PT0577
 PT0577                          STATION DESCRIPTION
 PT0577
 PT0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PT0577'1.4 MI N FROM PHILIP.
 PT0577'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 73 FROM ITS
 PT0577'INTERSECTION WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP,
 PT0577'NEAR A VOR SITE, 190 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 PT0577'LEADING TO THE VOR, 99 FEET EAST OF THE CENTER OF THE HIGHWAY,
 PT0577'46 FEET NORTH OF THE METAL WITNESS POST, 1-FOOT WEST OF A FENCE,
 PT0577'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PT0577'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0578 ***********************************************************************
 PT0578  DESIGNATION -  PHIL 3 RM 6
 PT0578  PID         -  PT0578
 PT0578  STATE/COUNTY-  SD/HAAKON
 PT0578  COUNTRY     -  US
 PT0578  USGS QUAD   -  PHILIP (2017)
 PT0578
 PT0578                         *CURRENT SURVEY CONTROL
 PT0578  ______________________________________________________________________
 PT0578* NAD 83(1986) POSITION- 44 03 26.76   (N) 101 40 00.38   (W)   HD_HELD1
 PT0578* NAVD 88 ORTHO HEIGHT -   713.75  (+/-2cm)     2341.7   (feet) VERTCON3
 PT0578  ______________________________________________________________________
 PT0578  GEOID HEIGHT    -        -21.079 (meters)                     GEOID18
 PT0578  VERT ORDER      -  THIRD (See Below)
 PT0578
 PT0578.The horizontal coordinates were determined by differentially corrected
 PT0578.hand held GPS observations or other comparable positioning techniques
 PT0578.and have an estimated accuracy of +/- 3 meters.
 PT0578
 PT0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0578
 PT0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0578.GEOID18 height accuracy estimate available here.
 PT0578
 PT0578.The vertical order pertains to the NGVD 29 superseded value.
 PT0578
 PT0578.Click photographs - Photos may exist for this station.
 PT0578
 PT0578;                    North         East    Units  Estimated Accuracy
 PT0578;SPC SD S     -   192,393.7     493,164.6     MT  (+/- 3 meters HH1 GPS) 
 PT0578
 PT0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8639781709(NAD 83)
 PT0578
 PT0578                          SUPERSEDED SURVEY CONTROL
 PT0578
 PT0578  NGVD 29 (04/17/07)  713.31   (m)         2340.3    (f) RESET       3  
 PT0578
 PT0578.Superseded values are not recommended for survey control.
 PT0578
 PT0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0578.See file dsdata.pdf to determine how the superseded data were derived.
 PT0578
 PT0578_MARKER: DR = REFERENCE MARK DISK
 PT0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0578_STAMPING: PHIL 3 NO 6 1974
 PT0578_MARK LOGO: NGS
 PT0578_PROJECTION: FLUSH
 PT0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0578+STABILITY: SURFACE MOTION
 PT0578
 PT0578  HISTORY     - Date     Condition        Report By
 PT0578  HISTORY     - 1974     MONUMENTED       NGS
 PT0578
 PT0578                          STATION DESCRIPTION
 PT0578
 PT0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PT0578'1.4 MI N FROM PHILIP.
 PT0578'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 73 FROM ITS INTERSECTION
 PT0578'WITH U.S. HIGHWAY 14 AT THE NORTH EDGE OF PHILIP, NEAR A VOR
 PT0578'SITE, 285 FEET SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO
 PT0578'THE VOR, 99 FEET EAST OF THE CENTER OF THE HIGHWAY, 49 FEET
 PT0578'SOUTH OF THE METAL WITNESS POST, 1-FOOT WEST OF A FENCE, AND
 PT0578'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PT0578'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0569 ***********************************************************************
 PT0569  DESIGNATION -  PHIL AZ MK
 PT0569  PID         -  PT0569
 PT0569  STATE/COUNTY-  SD/HAAKON
 PT0569  COUNTRY     -  US
 PT0569  USGS QUAD   -  PHILIP (2017)
 PT0569
 PT0569                         *CURRENT SURVEY CONTROL
 PT0569  ______________________________________________________________________
 PT0569* NAD 83(1986) POSITION- 44 04 12.     (N) 101 40 02.     (W)   SCALED
 PT0569* NAVD 88 ORTHO HEIGHT -   706.717 (meters)     2318.62  (feet) ADJUSTED
 PT0569  ______________________________________________________________________
 PT0569  GEOID HEIGHT    -        -21.070 (meters)                     GEOID18
 PT0569  DYNAMIC HEIGHT  -        706.518 (meters)     2317.97  (feet) COMP
 PT0569  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 PT0569
 PT0569  VERT ORDER      -  FIRST     CLASS II
 PT0569
 PT0569.The horizontal coordinates were scaled from a map and have
 PT0569.an estimated accuracy of +/- 6 seconds.
 PT0569
 PT0569.The orthometric height was determined by differential leveling and
 PT0569.adjusted by the NATIONAL GEODETIC SURVEY
 PT0569.in June 1991.
 PT0569
 PT0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0569.GEOID18 height accuracy estimate available here.
 PT0569
 PT0569.Click photographs - Photos may exist for this station.
 PT0569
 PT0569.The dynamic height is computed by dividing the NAVD 88
 PT0569.geopotential number by the normal gravity value computed on the
 PT0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0569.degrees latitude (g = 980.6199 gals.).
 PT0569
 PT0569.The modeled gravity was interpolated from observed gravity values.
 PT0569
 PT0569;                    North         East    Units  Estimated Accuracy
 PT0569;SPC SD S     -   193,790.      493,150.      MT  (+/- 180 meters Scaled)
 PT0569
 PT0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP864831(NAD 83)
 PT0569
 PT0569                          SUPERSEDED SURVEY CONTROL
 PT0569
 PT0569  NGVD 29 (??/??/92)  706.270  (m)         2317.15   (f) ADJ UNCH    1 2
 PT0569
 PT0569.Superseded values are not recommended for survey control.
 PT0569
 PT0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0569.See file dsdata.pdf to determine how the superseded data were derived.
 PT0569
 PT0569_MARKER: DZ = AZIMUTH MARK DISK
 PT0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0569_STAMPING: PHIL 1950
 PT0569_MARK LOGO: CGS
 PT0569_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0569+STABILITY: SURFACE MOTION
 PT0569
 PT0569  HISTORY     - Date     Condition        Report By
 PT0569  HISTORY     - 1950     MONUMENTED       CGS
 PT0569  HISTORY     - 1962     GOOD             CGS
 PT0569  HISTORY     - 1970     GOOD             NGS
 PT0569
 PT0569                          STATION DESCRIPTION
 PT0569
 PT0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0569'2.2 MI N FROM PHILIP.
 PT0569'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0569'AND NORTH WESTERN RAILROAD STATION AT PHILIP, ABOUT 0.15 MILE
 PT0569'NORTH OF THE JUNCTION OF THE HIGHWAY AND A GRAVEL ROAD, 38 FEET
 PT0569'WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A FENCE,
 PT0569'3 FEET WEST OF A METAL WITNESS POST, 2 FEET SOUTH OF A CEDAR
 PT0569'FENCE POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET
 PT0569'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- DUE
 PT0569'TO HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.  IT WAS
 PT0569'LEFT INTACT FOR USE BY THE STATE HIGHWAY DEPARTMENT, AND WILL
 PT0569'BE REMOVED BY THEM AT TIME OF CONSTRUCTION.  A NEW AZIMUTH MARK
 PT0569'WAS SET APPROXIMATELY 0.4 MILE NORTH OF THIS MARK, BUT THE
 PT0569'ELEVATION WAS NOT TRANSFERRED TO IT DUE TO THE RAIN AND WIND
 PT0569'CONDITIONS.
 PT0569
 PT0569                          STATION RECOVERY (1970)
 PT0569
 PT0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0579 ***********************************************************************
 PT0579  DESIGNATION -  PHIL RM 1
 PT0579  PID         -  PT0579
 PT0579  STATE/COUNTY-  SD/HAAKON
 PT0579  COUNTRY     -  US
 PT0579  USGS QUAD   -  PHILIP (2017)
 PT0579
 PT0579                         *CURRENT SURVEY CONTROL
 PT0579  ______________________________________________________________________
 PT0579* NAD 83(1986) POSITION- 44 03 26.81   (N) 101 40 01.40   (W)   HD_HELD1
 PT0579* NAVD 88 ORTHO HEIGHT -   713.634 (meters)     2341.31  (feet) ADJUSTED
 PT0579  ______________________________________________________________________
 PT0579  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 PT0579  DYNAMIC HEIGHT  -        713.434 (meters)     2340.66  (feet) COMP
 PT0579  MODELED GRAVITY -    980,314.6   (mgal)                       NAVD 88
 PT0579
 PT0579  VERT ORDER      -  FIRST     CLASS II
 PT0579
 PT0579.The horizontal coordinates were determined by differentially corrected
 PT0579.hand held GPS observations or other comparable positioning techniques
 PT0579.and have an estimated accuracy of +/- 3 meters.
 PT0579
 PT0579.The orthometric height was determined by differential leveling and
 PT0579.adjusted by the NATIONAL GEODETIC SURVEY
 PT0579.in June 1991.
 PT0579
 PT0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0579.GEOID18 height accuracy estimate available here.
 PT0579
 PT0579.Click photographs - Photos may exist for this station.
 PT0579
 PT0579.The dynamic height is computed by dividing the NAVD 88
 PT0579.geopotential number by the normal gravity value computed on the
 PT0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0579.degrees latitude (g = 980.6199 gals.).
 PT0579
 PT0579.The modeled gravity was interpolated from observed gravity values.
 PT0579
 PT0579;                    North         East    Units  Estimated Accuracy
 PT0579;SPC SD S     -   192,395.6     493,141.9     MT  (+/- 3 meters HH1 GPS) 
 PT0579
 PT0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8637481712(NAD 83)
 PT0579
 PT0579                          SUPERSEDED SURVEY CONTROL
 PT0579
 PT0579  NGVD 29 (??/??/92)  713.189  (m)         2339.85   (f) ADJ UNCH    1 2
 PT0579
 PT0579.Superseded values are not recommended for survey control.
 PT0579
 PT0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0579.See file dsdata.pdf to determine how the superseded data were derived.
 PT0579
 PT0579_MARKER: DR = REFERENCE MARK DISK
 PT0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0579_STAMPING: PHIL NO 1 1950
 PT0579_MARK LOGO: CGS
 PT0579_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0579+STABILITY: SURFACE MOTION
 PT0579
 PT0579  HISTORY     - Date     Condition        Report By
 PT0579  HISTORY     - 1950     MONUMENTED       CGS
 PT0579  HISTORY     - 1962     GOOD             CGS
 PT0579  HISTORY     - 1970     GOOD             NGS
 PT0579
 PT0579                          STATION DESCRIPTION
 PT0579
 PT0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0579'1.4 MI N FROM PHILIP.
 PT0579'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0579'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 54.4 FEET SOUTH OF
 PT0579'PHIL 1950, 51 FEET SOUTH OF A TELEPHONE POLE, 34 FEET EAST OF
 PT0579'THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET WEST OF A FENCE, ABOUT
 PT0579'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PT0579'PROJECTING ABOUT 3 INCHES.  NOTE-- DUE TO HIGHWAY IMPROVEMENTS
 PT0579'THE MARK WILL BE DESTROYED.  IT WAS LEFT INTACT FOR USE BY THE
 PT0579'STATE HIGHWAY DEPARTMENT, AND WILL BE REMOVED BY THEM AT TIME
 PT0579'OF CONSTRUCTION.  A NEW MARK WAS SET NEARBY.
 PT0579
 PT0579                          STATION RECOVERY (1970)
 PT0579
 PT0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0579'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0572 ***********************************************************************
 PT0572  DESIGNATION -  PHIL RM 2
 PT0572  PID         -  PT0572
 PT0572  STATE/COUNTY-  SD/HAAKON
 PT0572  COUNTRY     -  US
 PT0572  USGS QUAD   -  PHILIP (2017)
 PT0572
 PT0572                         *CURRENT SURVEY CONTROL
 PT0572  ______________________________________________________________________
 PT0572* NAD 83(1986) POSITION- 44 03 27.40   (N) 101 40 02.39   (W)   HD_HELD1
 PT0572* NAVD 88 ORTHO HEIGHT -   713.471 (meters)     2340.78  (feet) ADJUSTED
 PT0572  ______________________________________________________________________
 PT0572  GEOID HEIGHT    -        -21.076 (meters)                     GEOID18
 PT0572  DYNAMIC HEIGHT  -        713.271 (meters)     2340.12  (feet) COMP
 PT0572  MODELED GRAVITY -    980,314.6   (mgal)                       NAVD 88
 PT0572
 PT0572  VERT ORDER      -  FIRST     CLASS II
 PT0572
 PT0572.The horizontal coordinates were determined by differentially corrected
 PT0572.hand held GPS observations or other comparable positioning techniques
 PT0572.and have an estimated accuracy of +/- 3 meters.
 PT0572
 PT0572.The orthometric height was determined by differential leveling and
 PT0572.adjusted by the NATIONAL GEODETIC SURVEY
 PT0572.in June 1991.
 PT0572
 PT0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0572.GEOID18 height accuracy estimate available here.
 PT0572
 PT0572.Click photographs - Photos may exist for this station.
 PT0572
 PT0572.The dynamic height is computed by dividing the NAVD 88
 PT0572.geopotential number by the normal gravity value computed on the
 PT0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0572.degrees latitude (g = 980.6199 gals.).
 PT0572
 PT0572.The modeled gravity was interpolated from observed gravity values.
 PT0572
 PT0572;                    North         East    Units  Estimated Accuracy
 PT0572;SPC SD S     -   192,414.2     493,120.2     MT  (+/- 3 meters HH1 GPS) 
 PT0572
 PT0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8635381731(NAD 83)
 PT0572
 PT0572                          SUPERSEDED SURVEY CONTROL
 PT0572
 PT0572  NGVD 29 (??/??/92)  713.026  (m)         2339.32   (f) ADJ UNCH    1 2
 PT0572
 PT0572.Superseded values are not recommended for survey control.
 PT0572
 PT0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0572.See file dsdata.pdf to determine how the superseded data were derived.
 PT0572
 PT0572_MARKER: DR = REFERENCE MARK DISK
 PT0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0572_STAMPING: PHIL NO 2 1950
 PT0572_MARK LOGO: CGS
 PT0572_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0572+STABILITY: SURFACE MOTION
 PT0572
 PT0572  HISTORY     - Date     Condition        Report By
 PT0572  HISTORY     - 1950     MONUMENTED       CGS
 PT0572  HISTORY     - 1962     GOOD             CGS
 PT0572  HISTORY     - 1970     GOOD             NGS
 PT0572
 PT0572                          STATION DESCRIPTION
 PT0572
 PT0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0572'1.4 MI N FROM PHILIP.
 PT0572'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0572'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 69.5 FEET WEST
 PT0572'FROM PHIL 1950, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PT0572'1 1/2 FEET EAST OF A FENCE ABOUT LEVEL WITH THE HIGHWAY, AND
 PT0572'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 PT0572'NOTE-- DUE TO HIGHWAY IMPROVEMENTS THE MARK WILL BE DESTROYED.
 PT0572'IT WAS LEFT INTACT FOR USE BY STATE HIGHWAY DEPARTMENT, AND
 PT0572'WILL BE REMOVED BY THEM AT TIME OF CONSTRUCTION.  A NEW MARK,
 PT0572'PHIL 2 NO. 4 1970, WAS SET NEARBY.
 PT0572
 PT0572                          STATION RECOVERY (1970)
 PT0572
 PT0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0772 ***********************************************************************
 OS0772  DESIGNATION -  PHILIP
 OS0772  PID         -  OS0772
 OS0772  STATE/COUNTY-  SD/JACKSON
 OS0772  COUNTRY     -  US
 OS0772  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0772
 OS0772                         *CURRENT SURVEY CONTROL
 OS0772  ______________________________________________________________________
 OS0772* NAD 83(1996) POSITION- 43 56 23.70203(N) 101 42 22.10600(W)   ADJUSTED
 OS0772* NAVD 88 ORTHO HEIGHT -   792.9   (meters)     2601.    (feet) VERTCON3
 OS0772  ______________________________________________________________________
 OS0772  GEOID HEIGHT    -        -20.916 (meters)                     GEOID18
 OS0772  LAPLACE CORR    -         -9.03  (seconds)                    DEFLEC18
 OS0772  HORZ ORDER      -  FIRST
 OS0772
 OS0772.The horizontal coordinates were established by classical geodetic methods
 OS0772.and adjusted by the National Geodetic Survey in January 1998.
 OS0772
 OS0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0772
 OS0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0772.GEOID18 height accuracy estimate available here.
 OS0772
 OS0772.Click photographs - Photos may exist for this station.
 OS0772
 OS0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0772
 OS0772. The following values were computed from the NAD 83(1996) position.
 OS0772
 OS0772;                    North         East     Units Scale Factor Converg.
 OS0772;SPC SD S     -   179,390.318   489,794.856   MT  0.99992259   -0 56 49.3
 OS0772;SPC SD S     -   588,549.73  1,606,935.29   sFT  0.99992259   -0 56 49.3
 OS0772;UTM  14      - 4,868,759.951   282,815.655   MT  1.00018018   -1 52 42.7
 OS0772
 OS0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0772!SPC SD S     -   0.99987897  x   0.99992259  =   0.99980157
 OS0772!UTM  14      -   0.99987897  x   1.00018018  =   1.00005913
 OS0772
 OS0772:                Primary Azimuth Mark                     Grid Az
 OS0772:SPC SD S     -  PHILIP AZ MK                             121 50 33.4
 OS0772:UTM  14      -  PHILIP AZ MK                             122 46 26.8
 OS0772
 OS0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8281568759(NAD 83)
 OS0772
 OS0772|---------------------------------------------------------------------|
 OS0772| PID    Reference Object                     Distance      Geod. Az  |
 OS0772|                                                           dddmmss.s |
 OS0772| CQ4606 PHILIP RM 1                          47.799 METERS 02248     |
 OS0772| CQ4605 PHILIP AZ MK                        476.727 METERS 1205344.1 |
 OS0772| CQ4607 PHILIP RM 2                          55.772 METERS 12524     |
 OS0772| OT0730 WALL MUNICIPAL TANK                 APPROX.43.4 KM 2780413.7 |
 OS0772|---------------------------------------------------------------------|
 OS0772
 OS0772                          SUPERSEDED SURVEY CONTROL
 OS0772
 OS0772  NAD 83(1995)-  43 56 23.69417(N)    101 42 22.10789(W) AD(       ) 1
 OS0772  NAD 83(1986)-  43 56 23.69437(N)    101 42 22.10907(W) AD(       ) 1
 OS0772  NAD 27      -  43 56 23.72700(N)    101 42 20.59200(W) AD(       ) 1
 OS0772  NGVD 29 (07/19/86)  792.4    (m)         2600.     (f) VERT ANG       
 OS0772
 OS0772.Superseded values are not recommended for survey control.
 OS0772
 OS0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0772.See file dsdata.pdf to determine how the superseded data were derived.
 OS0772
 OS0772_MARKER: DS = TRIANGULATION STATION DISK
 OS0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0772_STAMPING: PHILIP 1924
 OS0772_MARK LOGO: CGS
 OS0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0772+STABILITY: SURFACE MOTION
 OS0772
 OS0772  HISTORY     - Date     Condition        Report By
 OS0772  HISTORY     - 1924     MONUMENTED       CGS
 OS0772  HISTORY     - 1934     GOOD             CGS
 OS0772  HISTORY     - 1961     GOOD             CGS
 OS0772
 OS0772                          STATION DESCRIPTION
 OS0772
 OS0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0772'STATION PHILIP IS ABOUT 15 MILES BY ROAD NW OF KADOKA, 10 MILES
 OS0772'BY ROAD SW OF PHILIP IN THE SE 1/4 OF SEC. 22, T 1 S, R 20 E
 OS0772'ON A ROUND TOP KNOLL NEAR THE CENTER OF THE 1/4 SECTION IN OPEN
 OS0772'PRAIRIE.
 OS0772'
 OS0772'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0772'DISKS SET IN CONCRETE.
 OS0772'
 OS0772'REFERENCE MARK IS ON THE E SECTION LINE ON THE FENCE LINE ON E
 OS0772'SIDE OF ROADWAY.
 OS0772'
 OS0772'TO REACH FROM KADOKA OR FROM PHILIP FOLLOW THE CUSTER HIGHWAY TO
 OS0772'MILE BOARD 7-1/2 MILES TO PHILIP--12-1/2 MILES TO KADOKA.  AT
 OS0772'THIS CORNER THE HIGHWAY GOES N TO PHILIP AND E TO KADOKA.  LEAVE
 OS0772'HIGHWAY AND FOLLOW ROAD W 3 MILES TO END OF LANE AND GO NW 1/3
 OS0772'MILE ACROSS OPEN PRAIRIE TO STATION.  THE STATION AND GO NW 1/3
 OS0772'MILE ACROSS OPEN PRAIRIE TO STATION.  THE STATION IS 313.45
 OS0772'METERS FROM THE CENTER OF ROAD ON THE S SECTION LINE.
 OS0772'
 OS0772'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.38 METERS.
 OS0772
 OS0772                          STATION RECOVERY (1934)
 OS0772
 OS0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OS0772'THE STATION MARK WAS RECOVERED IN EXCELLENT CONDITION.
 OS0772'THE STAMPING ON ITS READS,
 OS0772'PHILLIP - 1924.  THE STATION IS 10-1/2 MILES, AIR LINE, ESE OF
 OS0772'COTTONWOOD AND 7-1/2 MILES, AIR LINE, SSW OF PHILIP ON A HIGH,
 OS0772'ROUNDED KNOLL IN FENCED PASTURE LAND.  MARK PROJECTS 6 INCHES.
 OS0772'
 OS0772'THE OLD REFERENCE MARK, WHICH BEARS THE INSCRIPTION, PHILIP - 1924,
 OS0772'WAS RECOVERED IN EXCELLENT CONDITION AND WAS USED FOR AN AZIMUTH
 OS0772'MARK.  NO NEW STAMPING WAS ADDED.  IT IS ESE OF THE STATION ON A
 OS0772'N AND S LANE FENCE LINE.  30 FEET E OF A N AND S SECTION-LINE
 OS0772'ROAD, AND 230 FEET NNE OF A ROAD INTERSECTION.  THE REFERENCE
 OS0772'MARK PROJECTS 3 INCHES.
 OS0772'
 OS0772'TWO NEW REFERENCE MARKS WERE ADDED.  REFERENCE MARK NO. 1 IS
 OS0772'NNE OF THE STATION.  REFERENCE MARK NO. 2 IS ESE OF THE STATION.
 OS0772'BOTH REFERENCE MARKS ARE STAMPED, PHILLIP - 1934 AND PROJECT 6 INCHES.
 OS0772'
 OS0772'THE STATION MAY BE REACHED FROM SMITHS SERVICE STATION IN COTTONWOOD
 OS0772'BY DRIVING E ON U.S. HIGHWAYS 14 AND 16 FOR 11.3 MILES.  LEAVE
 OS0772'THE HIGHWAY AND TURN S ON A GRADED ROAD.  FOLLOW THE GRADED
 OS0772'ROAD S FOR 1.0 MILE, PASSING A WHITE SCHOOLHOUSE ON W SIDE OF
 OS0772'ROAD, AND CONTINUE S ON THE MAIN ROAD FOR 0.3 MILE TO A POINT
 OS0772'WHERE THE FENCE ON THE W SIDE OF THE ROAD MAY BE TAKEN DOWN.  THE
 OS0772'STATION BEARS 184 DEGREES MAGNETIC FROM THIS POINT.  GO
 OS0772'THROUGH THE FENCE AND FOLLOW THE TRACKS W, SW, AND S TO THE
 OS0772'HIGHEST GROUND IN THE VICINITY AND STATION.  A DISTANCE OF
 OS0772'ABOUT 0.8 MILE FROM THE FENCE.
 OS0772'
 OS0772'A 10-FOOT STAND WILL CLEAR ALL LINES.
 OS0772'
 OS0772'ENTERED IN OFFICE 2/25/35
 OS0772'
 OS0772'STATION IS ON HIGHEST KNOLL IN IMMEDIATE VICINITY EASILY VISIBLE
 OS0772'FROM HIGHWAYS 14 AND 16, OVERLOOKS ROUGH LOWER COUNTRY TO NW
 OS0772'AND ROLLING COUNTRY IN ALL OTHER DIRECTIONS, IN SE 1/4 SEC. 22,
 OS0772'T 1 S, R 20 E.
 OS0772
 OS0772                          STATION RECOVERY (1961)
 OS0772
 OS0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0772'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OS0772'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE OF 5.2
 OS0772'SECONDS WAS NOTED IN THE DIRECTION TO THE AZIMUTH MARK, ALSO A
 OS0772'SLIGHT DISCREPANCY WAS NOTED ON THE DISTANCE TO REFERENCE MARK 1
 OS0772'AND WAS DOUBLE CHECKED IN THE FIELD.
 OS0772'
 OS0772'DUE TO CHANGES IN THE HIGHWAYS A NEW DESCRIPTION FOLLOWS--
 OS0772'
 OS0772'STATION IS LOCATED ABOUT 10-1/2 MILES EAST-SOUTHEAST OF COTTONWOOD
 OS0772'AND 7-1/2 MILES SOUTH-SOUTHWEST OF PHILIP.  IT IS IN SECTION 22,
 OS0772'T 1 S, R 20 E.
 OS0772'
 OS0772'REACHED FROM THE POST OFFICE IN PHILIP, GO WEST ON PAVED STREET
 OS0772'FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY 73, TURN LEFT AND GO
 OS0772'SOUTH ON STATE HIGHWAY 73 FOR 5.15 MILE TO A CROSSROAD AT
 OS0772'PHILIP JUNCTION, CONTINUE SOUTH ON HIGHWAY FOR 1.8 MILES TO A
 OS0772'CROSSROAD, TURN RIGHT AND GO WEST ON DIRT ROAD FOR 1.9 MILES TO
 OS0772'WHERE THE DIRT ROAD BEARS RIGHT AND GOES NORTH, TURN RIGHT AND
 OS0772'GO NORTH FOR ABOUT 100 YARDS TO THE AZIMUTH MARK ON THE RIGHT,
 OS0772'HERE TURN LEFT AND GO NORTHWEST ACROSS PASTURE ON A DIM TRACK
 OS0772'ROAD FOR 0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 OS0772'
 OS0772'STATION MARK, A STANDARD DISK STAMPED PHILIP 1924, IS SET IN
 OS0772'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OS0772'INCHES.
 OS0772'
 OS0772'REFERENCE MARK 1, A STANDARD DISK STAMPED PHILIP NO 1 1934, IS
 OS0772'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OS0772'PROJECTS 6 INCHES.  IT IS ON THE NORTH SLOPE OF THE STATION HILL
 OS0772'AND ABOUT 6 FEET LOWER THAN THE STATION MARK.
 OS0772'
 OS0772'REFERENCE MARK 2, A STANDARD DISK STAMPED PHILIP NO 2 1934, IS SET
 OS0772'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OS0772'8 INCHES.  IT IS ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OS0772'
 OS0772'AZIMUTH MARK, IS A STANDARD REFERENCE MARK DISK STAMPED PHILIP 1924,
 OS0772'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 OS0772'FLUSH WITH THE SURFACE.  IT IS 32 FEET EAST OF THE CENTER OF THE
 OS0772'NORTH-SOUTH DIRT ROAD, 4 FEET NORTH OF A METAL WITNESS POST WITH
 OS0772'SIGN AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0777 ***********************************************************************
 OS0777  DESIGNATION -  PHILIP BELL TEL CO RAD MAST
 OS0777  PID         -  OS0777
 OS0777  STATE/COUNTY-  SD/JACKSON
 OS0777  COUNTRY     -  US
 OS0777  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0777
 OS0777                         *CURRENT SURVEY CONTROL
 OS0777  ______________________________________________________________________
 OS0777* NAD 83(1996) POSITION- 43 58 52.28891(N) 101 38 33.94666(W)   ADJUSTED
 OS0777  ______________________________________________________________________
 OS0777  GEOID HEIGHT    -        -21.177 (meters)                     GEOID18
 OS0777  LAPLACE CORR    -         -8.96  (seconds)                    DEFLEC18
 OS0777  HORZ ORDER      -  THIRD
 OS0777
 OS0777.The horizontal coordinates were established by classical geodetic methods
 OS0777.and adjusted by the National Geodetic Survey in January 1998.
 OS0777
 OS0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0777.GEOID18 height accuracy estimate available here.
 OS0777
 OS0777.Click photographs - Photos may exist for this station.
 OS0777
 OS0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0777
 OS0777. The following values were computed from the NAD 83(1996) position.
 OS0777
 OS0777;                    North         East     Units Scale Factor Converg.
 OS0777;SPC SD S     -   183,893.278   494,954.495   MT  0.99992689   -0 54 11.9
 OS0777;SPC SD S     -   603,323.20  1,623,863.21   sFT  0.99992689   -0 54 11.9
 OS0777;UTM  14      - 4,873,179.454   288,049.122   MT  1.00015255   -1 50 09.1
 OS0777
 OS0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8804973179(NAD 83)
 OS0777
 OS0777                          SUPERSEDED SURVEY CONTROL
 OS0777
 OS0777  NAD 83(1995)-  43 58 52.28122(N)    101 38 33.94886(W) AD(       ) 3
 OS0777  NAD 83(1986)-  43 58 52.28121(N)    101 38 33.94728(W) AD(       ) 3
 OS0777  NAD 27      -  43 58 52.31700(N)    101 38 32.43000(W) AD(       ) 3
 OS0777
 OS0777.Superseded values are not recommended for survey control.
 OS0777
 OS0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0777.See file dsdata.pdf to determine how the superseded data were derived.
 OS0777
 OS0777_MARKER: 42 = RADIO/TV MAST
 OS0777
 OS0777  HISTORY     - Date     Condition        Report By
 OS0777  HISTORY     - 1961     FIRST OBSERVED   CGS
 OS0777
 OS0777                          STATION DESCRIPTION
 OS0777
 OS0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0777'THE FLASHING RED LIGHT ON TOP OF THE RELAY MAST LOCATED 4.5
 OS0777'MILES SOUTH OF PHILIP, 0.8 MILE SOUTH OF THE HAAKON-JACKSON
 OS0777'COUNTY LINE IN SECTION 6, T 1 S, R 21 E.  A GUYED MAST OF
 OS0777'STRUCTURAL STEEL, TRIANGULAR IN CROSS SECTION, 30 INCHES ON
 OS0777'A SIDE, 280 FEET TALL, PAINTED IN ALTERNATE 40-FOOT BANKS
 OS0777'OF RED AND WHITE, SUPPORTING TWO LARGE, TILTED, REFLECTOR
 OS0777'SCREENS AT THE TOP AND LIGHTED BY A FLASHING RED LIGHT SET
 OS0777'ECCENTRIC ON TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1156 ***********************************************************************
 PT1156  DESIGNATION -  PHILIP MUN AIRPORT BEACON
 PT1156  PID         -  PT1156
 PT1156  STATE/COUNTY-  SD/HAAKON
 PT1156  COUNTRY     -  US
 PT1156  USGS QUAD   -  PHILIP SE (2017)
 PT1156
 PT1156                         *CURRENT SURVEY CONTROL
 PT1156  ______________________________________________________________________
 PT1156* NAD 83(1996) POSITION- 44 03 08.42714(N) 101 35 57.30611(W)   ADJUSTED
 PT1156  ______________________________________________________________________
 PT1156  GEOID HEIGHT    -        -21.340 (meters)                     GEOID18
 PT1156  LAPLACE CORR    -         -9.61  (seconds)                    DEFLEC18
 PT1156  HORZ ORDER      -  THIRD
 PT1156
 PT1156.This mark is at Philip Airport (PHP)
 PT1156
 PT1156.The horizontal coordinates were established by classical geodetic methods
 PT1156.and adjusted by the National Geodetic Survey in January 1998.
 PT1156
 PT1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1156.GEOID18 height accuracy estimate available here.
 PT1156
 PT1156.Click photographs - Photos may exist for this station.
 PT1156
 PT1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1156
 PT1156. The following values were computed from the NAD 83(1996) position.
 PT1156
 PT1156;                    North         East     Units Scale Factor Converg.
 PT1156;SPC SD S     -   191,743.302   498,565.279   MT  0.99993552   -0 52 23.9
 PT1156;SPC SD S     -   629,077.82  1,635,709.59   sFT  0.99993552   -0 52 23.9
 PT1156;UTM  14      - 4,880,971.252   291,788.126   MT  1.00013322   -1 48 28.6
 PT1156
 PT1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9178880971(NAD 83)
 PT1156
 PT1156                          SUPERSEDED SURVEY CONTROL
 PT1156
 PT1156  NAD 83(1986)-  44 03 08.41807(N)    101 35 57.30700(W) AD(       ) 3
 PT1156  NAD 27      -  44 03 08.46200(N)    101 35 55.79700(W) AD(       ) 3
 PT1156
 PT1156.Superseded values are not recommended for survey control.
 PT1156
 PT1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1156.See file dsdata.pdf to determine how the superseded data were derived.
 PT1156
 PT1156_MARKER: 21 = AIRPORT BEACON
 PT1156
 PT1156  HISTORY     - Date     Condition        Report By
 PT1156  HISTORY     - 1950     FIRST OBSERVED   CGS
 PT1156
 PT1156                          STATION DESCRIPTION
 PT1156
 PT1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1156'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST-NORTHEAST OF
 PT1156'PHILIP, AT THE NORTH EDGE OF THE PHILIP MUNICIPAL AIRPORT.
 PT1156'
 PT1156'IT IS ABOUT 50 FEET HIGH, CONSTRUCTED OF STEEL, PAINTED
 PT1156'RED AND WHITE, AND THE BEACON PROPER FLASHES WHITE.  THERE
 PT1156'ARE TWO COURSE LIGHTS AT THE EDGE OF A CAT-WALK NEAR THE TOP
 PT1156'OF THE STRUCTURE THAT FLASH GREEN.
 PT1156'
 PT1156'THE POINT OBSERVED WAS THE WHITE FLASHING LIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1158 ***********************************************************************
 PT1158  DESIGNATION -  PHILIP MUNICIPAL STANDPIPE
 PT1158  PID         -  PT1158
 PT1158  STATE/COUNTY-  SD/HAAKON
 PT1158  COUNTRY     -  US
 PT1158  USGS QUAD   -  PHILIP (2017)
 PT1158
 PT1158                         *CURRENT SURVEY CONTROL
 PT1158  ______________________________________________________________________
 PT1158* NAD 83(1996) POSITION- 44 03 24.55447(N) 101 39 27.14241(W)   ADJUSTED
 PT1158  ______________________________________________________________________
 PT1158  GEOID HEIGHT    -        -21.114 (meters)                     GEOID18
 PT1158  LAPLACE CORR    -         -9.71  (seconds)                    DEFLEC18
 PT1158  HORZ ORDER      -  THIRD
 PT1158
 PT1158.The horizontal coordinates were established by classical geodetic methods
 PT1158.and adjusted by the National Geodetic Survey in January 1998.
 PT1158
 PT1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1158.GEOID18 height accuracy estimate available here.
 PT1158
 PT1158.Click photographs - Photos may exist for this station.
 PT1158
 PT1158.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1158
 PT1158. The following values were computed from the NAD 83(1996) position.
 PT1158
 PT1158;                    North         East     Units Scale Factor Converg.
 PT1158;SPC SD S     -   192,313.799   493,903.148   MT  0.99993611   -0 54 48.6
 PT1158;SPC SD S     -   630,949.52  1,620,413.91   sFT  0.99993611   -0 54 48.6
 PT1158;UTM  14      - 4,881,617.878   287,134.950   MT  1.00015732   -1 50 55.2
 PT1158
 PT1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8713481617(NAD 83)
 PT1158
 PT1158                          SUPERSEDED SURVEY CONTROL
 PT1158
 PT1158  NAD 83(1986)-  44 03 24.54630(N)    101 39 27.14229(W) AD(       ) 3
 PT1158  NAD 27      -  44 03 24.59100(N)    101 39 25.62400(W) AD(       ) 3
 PT1158
 PT1158.Superseded values are not recommended for survey control.
 PT1158
 PT1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1158.See file dsdata.pdf to determine how the superseded data were derived.
 PT1158
 PT1158_MARKER: 52 = STANDPIPE TANK
 PT1158
 PT1158  HISTORY     - Date     Condition        Report By
 PT1158  HISTORY     - 1950     FIRST OBSERVED   CGS
 PT1158  HISTORY     - 1958     GOOD             CGS
 PT1158  HISTORY     - 1970     GOOD             NGS
 PT1158
 PT1158                          STATION DESCRIPTION
 PT1158
 PT1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1158'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF PHILIP, AND
 PT1158'ABOUT 1/4 MILE EAST OF STATE HIGHWAY NO. 73.
 PT1158'
 PT1158'IT IS ABOUT 20 FEET IN DIAMETER, AND ABOUT 25 FEET IN HEIGHT.
 PT1158'THE ENTIRE STRUCTURE IS CONSTRUCTED OF METAL AND IS PAINTED
 PT1158'ALUMINUM.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE ROOF.
 PT1158
 PT1158                          STATION RECOVERY (1958)
 PT1158
 PT1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 PT1158'INTERSECTION STATION RECOVERED AS DESCRIBED.
 PT1158
 PT1158                          STATION RECOVERY (1970)
 PT1158
 PT1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PT1158'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0674 ***********************************************************************
 PU0674  DESIGNATION -  PHILLIPS
 PU0674  PID         -  PU0674
 PU0674  STATE/COUNTY-  SD/MEADE
 PU0674  COUNTRY     -  US
 PU0674  USGS QUAD   -  HEREFORD NE (2017)
 PU0674
 PU0674                         *CURRENT SURVEY CONTROL
 PU0674  ______________________________________________________________________
 PU0674* NAD 83(1986) POSITION- 44 24 23.     (N) 102 46 11.     (W)   SCALED
 PU0674* NAVD 88 ORTHO HEIGHT -   797.019 (meters)     2614.89  (feet) ADJUSTED
 PU0674  ______________________________________________________________________
 PU0674  GEOID HEIGHT    -        -17.956 (meters)                     GEOID18
 PU0674  DYNAMIC HEIGHT  -        796.807 (meters)     2614.19  (feet) COMP
 PU0674  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 PU0674
 PU0674  VERT ORDER      -  SECOND    CLASS 0
 PU0674
 PU0674.The horizontal coordinates were scaled from a map and have
 PU0674.an estimated accuracy of +/- 6 seconds.
 PU0674
 PU0674.The orthometric height was determined by differential leveling and
 PU0674.adjusted by the NATIONAL GEODETIC SURVEY
 PU0674.in June 1991.
 PU0674
 PU0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0674.GEOID18 height accuracy estimate available here.
 PU0674
 PU0674.Click photographs - Photos may exist for this station.
 PU0674
 PU0674.The dynamic height is computed by dividing the NAVD 88
 PU0674.geopotential number by the normal gravity value computed on the
 PU0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0674.degrees latitude (g = 980.6199 gals.).
 PU0674
 PU0674.The modeled gravity was interpolated from observed gravity values.
 PU0674
 PU0674;                    North         East    Units  Estimated Accuracy
 PU0674;SPC SD N     -    67,450.      379,420.      MT  (+/- 180 meters Scaled)
 PU0674
 PU0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK775194(NAD 83)
 PU0674
 PU0674                          SUPERSEDED SURVEY CONTROL
 PU0674
 PU0674  NGVD 29 (??/??/92)  796.557  (m)         2613.37   (f) ADJ UNCH    2 0
 PU0674
 PU0674.Superseded values are not recommended for survey control.
 PU0674
 PU0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0674.See file dsdata.pdf to determine how the superseded data were derived.
 PU0674
 PU0674_MARKER: DS = TRIANGULATION STATION DISK
 PU0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0674_STAMPING: PHILLIPS 1962
 PU0674_MARK LOGO: CGS
 PU0674_PROJECTION: RECESSED 12 CENTIMETERS
 PU0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0674+STABILITY: SURFACE MOTION
 PU0674
 PU0674  HISTORY     - Date     Condition        Report By
 PU0674  HISTORY     - 1962     MONUMENTED       CGS
 PU0674
 PU0674                          STATION DESCRIPTION
 PU0674
 PU0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0674'7.6 MI E FROM HEREFORD.
 PU0674'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0674'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 4.2 MILES
 PU0674'EAST ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTH ACROSS COUNTRY
 PU0674'TO THE TOP OF A SMALL KNOLL, 60 FEET WEST OF THE CENTER LINE OF
 PU0674'A TRACK ROAD, 46.3 FEET SOUTHWEST OF R.M. 2, 44.4 FEET
 PU0674'SOUTH-SOUTHEAST OF R.M. 1, AND SET IN THE TOP OF A CONCRETE
 PU0674'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0675 ***********************************************************************
 PU0675  DESIGNATION -  PHILLIPS RM 1
 PU0675  PID         -  PU0675
 PU0675  STATE/COUNTY-  SD/MEADE
 PU0675  COUNTRY     -  US
 PU0675  USGS QUAD   -  HEREFORD NE (2017)
 PU0675
 PU0675                         *CURRENT SURVEY CONTROL
 PU0675  ______________________________________________________________________
 PU0675* NAD 83(1986) POSITION- 44 24 24.     (N) 102 46 11.     (W)   SCALED
 PU0675* NAVD 88 ORTHO HEIGHT -   797.136 (meters)     2615.27  (feet) ADJUSTED
 PU0675  ______________________________________________________________________
 PU0675  GEOID HEIGHT    -        -17.956 (meters)                     GEOID18
 PU0675  DYNAMIC HEIGHT  -        796.924 (meters)     2614.57  (feet) COMP
 PU0675  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 PU0675
 PU0675  VERT ORDER      -  SECOND    CLASS 0
 PU0675
 PU0675.The horizontal coordinates were scaled from a map and have
 PU0675.an estimated accuracy of +/- 6 seconds.
 PU0675
 PU0675.The orthometric height was determined by differential leveling and
 PU0675.adjusted by the NATIONAL GEODETIC SURVEY
 PU0675.in June 1991.
 PU0675
 PU0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0675.GEOID18 height accuracy estimate available here.
 PU0675
 PU0675.Click photographs - Photos may exist for this station.
 PU0675
 PU0675.The dynamic height is computed by dividing the NAVD 88
 PU0675.geopotential number by the normal gravity value computed on the
 PU0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0675.degrees latitude (g = 980.6199 gals.).
 PU0675
 PU0675.The modeled gravity was interpolated from observed gravity values.
 PU0675
 PU0675;                    North         East    Units  Estimated Accuracy
 PU0675;SPC SD N     -    67,480.      379,420.      MT  (+/- 180 meters Scaled)
 PU0675
 PU0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK775194(NAD 83)
 PU0675
 PU0675                          SUPERSEDED SURVEY CONTROL
 PU0675
 PU0675  NGVD 29 (??/??/92)  796.674  (m)         2613.75   (f) ADJ UNCH    2 0
 PU0675
 PU0675.Superseded values are not recommended for survey control.
 PU0675
 PU0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0675.See file dsdata.pdf to determine how the superseded data were derived.
 PU0675
 PU0675_MARKER: DR = REFERENCE MARK DISK
 PU0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0675_STAMPING: PHILLIPS NO 1 1962
 PU0675_MARK LOGO: CGS
 PU0675_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0675+STABILITY: SURFACE MOTION
 PU0675
 PU0675  HISTORY     - Date     Condition        Report By
 PU0675  HISTORY     - 1962     MONUMENTED       CGS
 PU0675
 PU0675                          STATION DESCRIPTION
 PU0675
 PU0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0675'7.6 MI E FROM HEREFORD.
 PU0675'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0675'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 4.2 MILE
 PU0675'EAST ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTH ACROSS COUNTRY
 PU0675'TO THE TOP OF A SMALL KNOLL, 75 FEET WEST OF THE CENTER LINE
 PU0675'OF A TRACK ROAD, 44.4 FEET NORTH-NORTHWEST OF THE STATION, AND
 PU0675'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU0675'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0676 ***********************************************************************
 PU0676  DESIGNATION -  PHILLIPS RM 2
 PU0676  PID         -  PU0676
 PU0676  STATE/COUNTY-  SD/MEADE
 PU0676  COUNTRY     -  US
 PU0676  USGS QUAD   -  HEREFORD NE (2017)
 PU0676
 PU0676                         *CURRENT SURVEY CONTROL
 PU0676  ______________________________________________________________________
 PU0676* NAD 83(1986) POSITION- 44 24 24.     (N) 102 46 11.     (W)   SCALED
 PU0676* NAVD 88 ORTHO HEIGHT -   796.917 (meters)     2614.55  (feet) ADJUSTED
 PU0676  ______________________________________________________________________
 PU0676  GEOID HEIGHT    -        -17.956 (meters)                     GEOID18
 PU0676  DYNAMIC HEIGHT  -        796.705 (meters)     2613.86  (feet) COMP
 PU0676  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 PU0676
 PU0676  VERT ORDER      -  SECOND    CLASS 0
 PU0676
 PU0676.The horizontal coordinates were scaled from a map and have
 PU0676.an estimated accuracy of +/- 6 seconds.
 PU0676
 PU0676.The orthometric height was determined by differential leveling and
 PU0676.adjusted by the NATIONAL GEODETIC SURVEY
 PU0676.in June 1991.
 PU0676
 PU0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0676.GEOID18 height accuracy estimate available here.
 PU0676
 PU0676.Click photographs - Photos may exist for this station.
 PU0676
 PU0676.The dynamic height is computed by dividing the NAVD 88
 PU0676.geopotential number by the normal gravity value computed on the
 PU0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0676.degrees latitude (g = 980.6199 gals.).
 PU0676
 PU0676.The modeled gravity was interpolated from observed gravity values.
 PU0676
 PU0676;                    North         East    Units  Estimated Accuracy
 PU0676;SPC SD N     -    67,480.      379,420.      MT  (+/- 180 meters Scaled)
 PU0676
 PU0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK775194(NAD 83)
 PU0676
 PU0676                          SUPERSEDED SURVEY CONTROL
 PU0676
 PU0676  NGVD 29 (??/??/92)  796.454  (m)         2613.03   (f) ADJ UNCH    2 0
 PU0676
 PU0676.Superseded values are not recommended for survey control.
 PU0676
 PU0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0676.See file dsdata.pdf to determine how the superseded data were derived.
 PU0676
 PU0676_MARKER: DR = REFERENCE MARK DISK
 PU0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0676_STAMPING: PHILLIPS NO 2 1962
 PU0676_MARK LOGO: CGS
 PU0676_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0676+STABILITY: SURFACE MOTION
 PU0676
 PU0676  HISTORY     - Date     Condition        Report By
 PU0676  HISTORY     - 1962     MONUMENTED       CGS
 PU0676
 PU0676                          STATION DESCRIPTION
 PU0676
 PU0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0676'7.6 MI E FROM HEREFORD.
 PU0676'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0676'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 4.2 MILES
 PU0676'EAST ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTH ACROSS COUNTRY
 PU0676'TO THE TOP OF A SMALL KNOLL, 14 FEET WEST OF THE CENTER LINE OF
 PU0676'A TRACK ROAD, 46.3 FEET NORTHEAST OF THE STATION, AND SET IN THE
 PU0676'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0270 ***********************************************************************
 OR0270  DESIGNATION -  PI 103
 OR0270  PID         -  OR0270
 OR0270  STATE/COUNTY-  SD/CHARLES MIX
 OR0270  COUNTRY     -  US
 OR0270  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0270
 OR0270                         *CURRENT SURVEY CONTROL
 OR0270  ______________________________________________________________________
 OR0270* NAD 83(1986) POSITION- 43 04 07.     (N) 098 32 45.     (W)   SCALED
 OR0270* NAVD 88 ORTHO HEIGHT -   416.508 (meters)     1366.49  (feet) ADJUSTED
 OR0270  ______________________________________________________________________
 OR0270  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 OR0270  DYNAMIC HEIGHT  -        416.370 (meters)     1366.04  (feet) COMP
 OR0270  MODELED GRAVITY -    980,276.7   (mgal)                       NAVD 88
 OR0270
 OR0270  VERT ORDER      -  FIRST     CLASS II
 OR0270
 OR0270.The horizontal coordinates were scaled from a map and have
 OR0270.an estimated accuracy of +/- 6 seconds.
 OR0270
 OR0270.The orthometric height was determined by differential leveling and
 OR0270.adjusted by the NATIONAL GEODETIC SURVEY
 OR0270.in June 1991.
 OR0270
 OR0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0270.GEOID18 height accuracy estimate available here.
 OR0270
 OR0270.Click photographs - Photos may exist for this station.
 OR0270
 OR0270.The dynamic height is computed by dividing the NAVD 88
 OR0270.geopotential number by the normal gravity value computed on the
 OR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0270.degrees latitude (g = 980.6199 gals.).
 OR0270
 OR0270.The modeled gravity was interpolated from observed gravity values.
 OR0270
 OR0270;                    North         East    Units  Estimated Accuracy
 OR0270;SPC SD S     -    83,250.      745,570.      MT  (+/- 180 meters Scaled)
 OR0270
 OR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369685(NAD 83)
 OR0270
 OR0270                          SUPERSEDED SURVEY CONTROL
 OR0270
 OR0270  NGVD 29 (??/??/92)  416.206  (m)         1365.50   (f) ADJ UNCH    1 2
 OR0270
 OR0270.Superseded values are not recommended for survey control.
 OR0270
 OR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0270.See file dsdata.pdf to determine how the superseded data were derived.
 OR0270
 OR0270_MARKER: B = BOLT
 OR0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0270_PROJECTION: FLUSH
 OR0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0270+STABILITY: SURFACE MOTION
 OR0270
 OR0270  HISTORY     - Date     Condition        Report By
 OR0270  HISTORY     - UNK      MONUMENTED       USACE
 OR0270  HISTORY     - 1949     GOOD             CGS
 OR0270  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0270
 OR0270                          STATION DESCRIPTION
 OR0270
 OR0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0270'AT PICKSTOWN.
 OR0270'AT PICKSTOWN, ON TOP OF THE PRESENT NORTHEAST-SOUTHWEST SECTION
 OR0270'OF THE DAM, 318.0 FEET NORTH OF THE NORTH FACE OF THE MOST
 OR0270'NORTHERLY ONE OF THREE STORAGE TANKS, 297.0 FEET NORTHEAST OF
 OR0270'THE MOST NORTHEASTERLY ONE OF THREE LARGE STORAGE TANKS, 3.8 FEET
 OR0270'NORTHWEST OF A GUARD POST, 3.0 FEET SOUTHEAST OF A GUARD POST,
 OR0270'A BRASS PLUG SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OR0270'WITH THE GROUND.  NOTE-- THE DEPTH OF THIS MARK IS NOT KNOWN.
 OR0270'AT THE COMPLETION OF THE DAM THIS MARK WILL BE DESTROYED.
 OR0270
 OR0270                          STATION RECOVERY (2013)
 OR0270
 OR0270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0414 ***********************************************************************
 QQ0414  DESIGNATION -  PICKEREL
 QQ0414  PID         -  QQ0414
 QQ0414  STATE/COUNTY-  SD/DAY
 QQ0414  COUNTRY     -  US
 QQ0414  USGS QUAD   -  ENEMY SWIM LAKE WEST (2017)
 QQ0414
 QQ0414                         *CURRENT SURVEY CONTROL
 QQ0414  ______________________________________________________________________
 QQ0414* NAD 83(1996) POSITION- 45 28 18.44749(N) 097 15 36.98242(W)   ADJUSTED
 QQ0414* NAVD 88 ORTHO HEIGHT -   616.8   (meters)     2024.    (feet) VERTCON3
 QQ0414  ______________________________________________________________________
 QQ0414  GEOID HEIGHT    -        -25.209 (meters)                     GEOID18
 QQ0414  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 QQ0414  HORZ ORDER      -  FIRST
 QQ0414
 QQ0414.The horizontal coordinates were established by classical geodetic methods
 QQ0414.and adjusted by the National Geodetic Survey in January 1998.
 QQ0414
 QQ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0414
 QQ0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0414.GEOID18 height accuracy estimate available here.
 QQ0414
 QQ0414.Click photographs - Photos may exist for this station.
 QQ0414
 QQ0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0414
 QQ0414. The following values were computed from the NAD 83(1996) position.
 QQ0414
 QQ0414;                    North         East     Units Scale Factor Converg.
 QQ0414;SPC SD N     -   185,697.697   814,190.500   MT  0.99996603   +1 56 20.4
 QQ0414;SPC SD N     -   609,243.19  2,671,223.33   sFT  0.99996603   +1 56 20.4
 QQ0414;UTM  14      - 5,036,834.625   635,986.855   MT  0.99982736   +1 14 25.6
 QQ0414
 QQ0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0414!SPC SD N     -   0.99990726  x   0.99996603  =   0.99987330
 QQ0414!UTM  14      -   0.99990726  x   0.99982736  =   0.99973464
 QQ0414
 QQ0414:                Primary Azimuth Mark                     Grid Az
 QQ0414:SPC SD N     -  WIST HIGH CHIMNEY LARGE BLDG             004 36 28.1
 QQ0414:UTM  14      -  WIST HIGH CHIMNEY LARGE BLDG             005 18 22.9
 QQ0414
 QQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3598636834(NAD 83)
 QQ0414
 QQ0414|---------------------------------------------------------------------|
 QQ0414| PID    Reference Object                     Distance      Geod. Az  |
 QQ0414|                                                           dddmmss.s |
 QQ0414| QQ0379 WIST HIGH CHIMNEY LARGE BLDG        APPROX. 8.2 KM 0063248.5 |
 QQ0414| QQ0378 WIST CHURCH NEAR SPIRE              APPROX. 8.1 KM 0112616.1 |
 QQ0414| CO6619 PICKEREL RM                                        10223     |
 QQ0414| QQ0418 WAUBAY GOTHIC CHURCH SPIRE          APPROX.15.9 KM 1924646.0 |
 QQ0414| QQ0432 WEBSTER COURTHOUSE TOWER            APPROX.25.7 KM 2330543.0 |
 QQ0414| QQ0431 WEBSTER WATER WORKS TANK            APPROX.25.3 KM 2332349.2 |
 QQ0414| QQ0430 WEBSTER HI CH SPIRE N PT TOWN       APPROX.25.2 KM 2332459.5 |
 QQ0414| QQ0423 ROSLYN HIGH SHARP SPIRE             APPROX.16.4 KM 2760341.2 |
 QQ0414|---------------------------------------------------------------------|
 QQ0414
 QQ0414                          SUPERSEDED SURVEY CONTROL
 QQ0414
 QQ0414  NAD 83(1986)-  45 28 18.44761(N)    097 15 36.96943(W) AD(       ) 1
 QQ0414  NAD 27      -  45 28 18.59300(N)    097 15 35.65900(W) AD(       ) 1
 QQ0414  USSD        -  45 28 18.75700(N)    097 15 36.09700(W) AD(       ) 3
 QQ0414  NGVD 29 (07/19/86)  616.5    (m)         2023.     (f) VERT ANG       
 QQ0414
 QQ0414.Superseded values are not recommended for survey control.
 QQ0414
 QQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0414.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0414
 QQ0414_MARKER: DS = TRIANGULATION STATION DISK
 QQ0414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0414_MARK LOGO: CGS
 QQ0414_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0414
 QQ0414  HISTORY     - Date     Condition        Report By
 QQ0414  HISTORY     - 1903     MONUMENTED       CGS
 QQ0414  HISTORY     - 1935     MARK NOT FOUND   CGS
 QQ0414  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QQ0414
 QQ0414                          STATION DESCRIPTION
 QQ0414
 QQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 QQ0414'SITUATED IN THE SE 1/4 SW 1/4 SEC. 35, T. 124 N., R. 53 W., ON
 QQ0414'LAND BELONGING TO JOHN CYTLACK.  IT IS 1 MILE SOUTH, 30 DEG EAST
 QQ0414'FROM PICKEREL LAKE, AND ON TOP OF INDIAN MOUND, THE MOST PROMINENT
 QQ0414'KNOLL IN THIS REGION.  THE STATION IS MARKED BY A STANDARD AZ MK DISK
 QQ0414'EXCEPT THAT, OWING TO A BOWLDER, A PIPE ONLY 17
 QQ0414'INCHES IN LENGTH COULD BE USED FOR THE SUB-SURFACE MARK, AND
 QQ0414'THE REFERENCE MARK HAS NO SPIKE IN THE TILE, ITS CENTER BEING
 QQ0414'USED INSTEAD.  THE REFERENCE MARK IS 205.644 METERS FROM THE
 QQ0414'STATION S 77 DEG 37 MIN E, AND 5.70 METERS
 QQ0414'LOWER IN ELEVATION THAN THE STATION.  THE FOLLOWING BEARINGS
 QQ0414'AND DISTANCES ARE FROM THE TRIANGULATION STATION--GUY ST.
 QQ0414'CLOUDS HOUSE, CHIMNEY, S 51 DEG 05 MIN W, ABOUT 600 METERS.
 QQ0414'RICHARD KEEBLES HOUSE, CHIMNEY (ON HIGH LAKE TANK),
 QQ0414'N 16 DEG 40 MIN W, ABOUT 600 METERS.  HIGHEST POINT OF LARGEST BOULDER
 QQ0414'IN THE VICINITY, N 17 DEG 38 MIN W, ABOUT 100 METERS.
 QQ0414
 QQ0414                          STATION RECOVERY (1935)
 QQ0414
 QQ0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0414'STATION WAS NOT RECOVERED.  DEPRESSIONS REMAINED WHERE THE LEGS
 QQ0414'OF THE TOWER HAD BEEN.  A ROCK PILE IN THE CENTER WAS TORN DOWN,
 QQ0414'AND A LARGE HOLE 4-1/2 FEET DEEP WAS DUG BUT NO TRACE OF SURFACE,
 QQ0414'UNDERGROUND, OR REFERENCE MARKS WAS FOUND.  ONE-HALF DAY WAS
 QQ0414'SPENT IN THE SEARCH.
 QQ0414
 QQ0414                          STATION RECOVERY (1952)
 QQ0414
 QQ0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0414'THE STATION SITE WAS RECOVERED AS DESCRIBED IN 1903, ALL MARKS
 QQ0414'WERE DESTROYED AS STATED BY C.M.C. IN 1935.  A COMPLETE NEW
 QQ0414'STATION WAS ESTABLISHED BY THIS PARTY.  (SEE DESCRIPTION FOR
 QQ0414'PICKEREL 2.)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0417 ***********************************************************************
 QQ0417  DESIGNATION -  PICKEREL 2
 QQ0417  PID         -  QQ0417
 QQ0417  STATE/COUNTY-  SD/DAY
 QQ0417  COUNTRY     -  US
 QQ0417  USGS QUAD   -  ENEMY SWIM LAKE WEST (2017)
 QQ0417
 QQ0417                         *CURRENT SURVEY CONTROL
 QQ0417  ______________________________________________________________________
 QQ0417* NAD 83(1996) POSITION- 45 28 18.41310(N) 097 15 37.02669(W)   ADJUSTED
 QQ0417* NAVD 88 ORTHO HEIGHT -   614.    (meters)     2014.    (feet) SCALED
 QQ0417  ______________________________________________________________________
 QQ0417  GEOID HEIGHT    -        -25.209 (meters)                     GEOID18
 QQ0417  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 QQ0417  HORZ ORDER      -  FIRST
 QQ0417
 QQ0417.The horizontal coordinates were established by classical geodetic methods
 QQ0417.and adjusted by the National Geodetic Survey in January 1998.
 QQ0417
 QQ0417.The orthometric height was scaled from a topographic map.
 QQ0417
 QQ0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0417.GEOID18 height accuracy estimate available here.
 QQ0417
 QQ0417.Click photographs - Photos may exist for this station.
 QQ0417
 QQ0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0417
 QQ0417. The following values were computed from the NAD 83(1996) position.
 QQ0417
 QQ0417;                    North         East     Units Scale Factor Converg.
 QQ0417;SPC SD N     -   185,696.604   814,189.575   MT  0.99996603   +1 56 20.4
 QQ0417;SPC SD N     -   609,239.61  2,671,220.30   sFT  0.99996603   +1 56 20.4
 QQ0417;UTM  14      - 5,036,833.543   635,985.917   MT  0.99982736   +1 14 25.6
 QQ0417
 QQ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0417!SPC SD N     -   0.99990766  x   0.99996603  =   0.99987369
 QQ0417!UTM  14      -   0.99990766  x   0.99982736  =   0.99973503
 QQ0417
 QQ0417:                Primary Azimuth Mark                     Grid Az
 QQ0417:SPC SD N     -  PICKEREL 2 AZ MK                         333 22 11.4
 QQ0417:UTM  14      -  PICKEREL 2 AZ MK                         334 04 06.2
 QQ0417
 QQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3598536833(NAD 83)
 QQ0417
 QQ0417|---------------------------------------------------------------------|
 QQ0417| PID    Reference Object                     Distance      Geod. Az  |
 QQ0417|                                                           dddmmss.s |
 QQ0417| CO6621 PICKEREL 2 RM 2                       6.642 METERS 12325     |
 QQ0417| QQ0415 WAUBAY NATL WILDLIFE REF TWR        APPROX. 7.5 KM 2261835.4 |
 QQ0417| QQ0424 GRENVILLE ST JOSEPHS CATH CHURCH SP APPROX. 9.8 KM 2654554.1 |
 QQ0417| CO6620 PICKEREL 2 AZ MK                                   3351831.8 |
 QQ0417| CO6622 PICKEREL 2 RM 3                       6.965 METERS 34858     |
 QQ0417|---------------------------------------------------------------------|
 QQ0417
 QQ0417                          SUPERSEDED SURVEY CONTROL
 QQ0417
 QQ0417  NAD 83(1986)-  45 28 18.41304(N)    097 15 37.01418(W) AD(       ) 1
 QQ0417  NAD 27      -  45 28 18.56119(N)    097 15 35.70360(W) AD(       ) 1
 QQ0417
 QQ0417.Superseded values are not recommended for survey control.
 QQ0417
 QQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0417.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0417
 QQ0417_MARKER: DS = TRIANGULATION STATION DISK
 QQ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0417_STAMPING: PICKEREL 2 1952
 QQ0417_MARK LOGO: CGS
 QQ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0417+STABILITY: SURFACE MOTION
 QQ0417
 QQ0417  HISTORY     - Date     Condition        Report By
 QQ0417  HISTORY     - 1952     MONUMENTED       CGS
 QQ0417
 QQ0417                          STATION DESCRIPTION
 QQ0417
 QQ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0417'THE STATION IS IN SECTION 35, T 124 N, R 53 W, ON INDIAN LAND,
 QQ0417'THAT IS LEASED BY MR. JESSE LAWRENCESON, ABOUT 14.5 MILES NORTHEAST
 QQ0417'OF WEBSTER, 11 MILES EAST OF ROSLYN, 9 MILES NORTH OF WAUBAY, 1
 QQ0417'MILE SOUTH OF PICKEREL LAKE AND 5.5 FEET EAST OF A WHITE 4 IN X
 QQ0417'4 IN WITNESS POST.
 QQ0417'
 QQ0417'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QQ0417'THE MAIN STREET, AT THE NORTH EDGE OF TOWN OF WAUBAY, GO EAST ON
 QQ0417'U.S. HIGHWAY 12 FOR 1.15 MILES TO A SIDE ROAD ON THE LEFT, TURN
 QQ0417'LEFT (NORTH) AND FOLLOW THE MAIN GRAVELED ROAD FOR 3.5 MILES,
 QQ0417'JOG LEFT (WEST) WITH THE MAIN ROAD FOR 0.5 MILE, THENCE RIGHT
 QQ0417'(NORTH) AND GO FOR 3.25 MILES TO A Y-JUNCTION, CONTINUE LEFT
 QQ0417'(WEST) ON THE MAIN ROAD FOR 0.5 MILE, THENCE RIGHT (NORTH) AND
 QQ0417'FOLLOW THE MAIN ROAD FOR 3.2 MILES TO A CROSS ROAD, TURN RIGHT
 QQ0417'(EAST) AND FOLLOW THE MAIN ROAD FOR 1.2 MILES TO THE AZIMUTH
 QQ0417'MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE EASTERLY ON THE
 QQ0417'ROAD FOR 0.1 MILE TO THE CREST OF A LOW HILL, TURN RIGHT (SOUTH)
 QQ0417'AND GO ACROSS PASTURE LAND FOR 0.25 MILE TO A SMALL KNOLL AND
 QQ0417'THE STATION.
 QQ0417'
 QQ0417'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QQ0417'PICKEREL 2 1952.
 QQ0417'
 QQ0417'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QQ0417'PICKEREL 2 NO 2 1952.
 QQ0417'
 QQ0417'REFERENCE MARK 3 PROJECTS 4 INCHES AND THE DISK IS STAMPED PICKEREL
 QQ0417'2 NO 3 1952.
 QQ0417'
 QQ0417'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF THE GRAVELED
 QQ0417'ROAD, 2 FEET WEST OF A TELEPHONE POLE, AND 2 FEET EAST OF A
 QQ0417'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 QQ0417'DISK IS STAMPED PICKEREL 2 1952.
 QQ0417'
 QQ0417'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0817 ***********************************************************************
 OR0817  DESIGNATION -  PICKSTOWN CORPS ENG MAST AAE
 OR0817  PID         -  OR0817
 OR0817  STATE/COUNTY-  SD/CHARLES MIX
 OR0817  COUNTRY     -  US
 OR0817  USGS QUAD   -  WAGNER SW (2017)
 OR0817
 OR0817                         *CURRENT SURVEY CONTROL
 OR0817  ______________________________________________________________________
 OR0817* NAD 83(1996) POSITION- 43 03 54.75410(N) 098 29 21.65085(W)   ADJUSTED
 OR0817  ______________________________________________________________________
 OR0817  GEOID HEIGHT    -        -26.256 (meters)                     GEOID18
 OR0817  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 OR0817  HORZ ORDER      -  THIRD
 OR0817
 OR0817.The horizontal coordinates were established by classical geodetic methods
 OR0817.and adjusted by the National Geodetic Survey in January 1998.
 OR0817
 OR0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0817.GEOID18 height accuracy estimate available here.
 OR0817
 OR0817.Click photographs - Photos may exist for this station.
 OR0817
 OR0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0817
 OR0817. The following values were computed from the NAD 83(1996) position.
 OR0817
 OR0817;                    North         East     Units Scale Factor Converg.
 OR0817;SPC SD S     -    82,972.413   750,181.915   MT  0.99995317   +1 16 19.5
 OR0817;SPC SD S     -   272,218.66  2,461,221.83   sFT  0.99995317   +1 16 19.5
 OR0817;UTM  14      - 4,768,182.759   541,578.442   MT  0.99962127   +0 20 55.3
 OR0817
 OR0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4157868182(NAD 83)
 OR0817
 OR0817                          SUPERSEDED SURVEY CONTROL
 OR0817
 OR0817  NAD 83(1995)-  43 03 54.75417(N)    098 29 21.65076(W) AD(       ) 3
 OR0817  NAD 83(1986)-  43 03 54.76536(N)    098 29 21.65848(W) AD(       ) 3
 OR0817  NAD 27      -  43 03 54.79000(N)    098 29 20.36600(W) AD(       ) 3
 OR0817
 OR0817.Superseded values are not recommended for survey control.
 OR0817
 OR0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0817.See file dsdata.pdf to determine how the superseded data were derived.
 OR0817
 OR0817_MARKER: 42 = RADIO/TV MAST
 OR0817
 OR0817  HISTORY     - Date     Condition        Report By
 OR0817  HISTORY     - 1948     FIRST OBSERVED   CGS
 OR0817
 OR0817                          STATION DESCRIPTION
 OR0817
 OR0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0817'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF LAKE ANDES,
 OR0817'ABOUT 2 MILES EAST OF PICKSTOWN, 0.25 MILE SOUTH OF A DIRT
 OR0817'ROAD, AND IS ON A HIGH PROMINENT HILL JUST WEST OF A SMALL
 OR0817'WHITE SCHOOLHOUSE AND CROSSROADS.  IT IS A 3-LEGGED STEEL
 OR0817'STRUCTURE ABOUT 180 FEET HIGH.
 OR0817'
 OR0817'THE POINT INTERSECTED WAS THE TOP LIGHT.
 OR0817'
 OR0817'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING IN
 OR0817'PICKSTOWN, GO EAST ON A DIRT ROAD FOR 2.1 MILE TO A GATE ON
 OR0817'THE RIGHT.  TURN RIGHT, PASS THRU THE GATE AND DRIVE SOUTHEAST
 OR0817'FOR 0.25 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2308 ***********************************************************************
 PU2308  DESIGNATION -  PIEDMONT
 PU2308  PID         -  PU2308
 PU2308  STATE/COUNTY-  SD/MEADE
 PU2308  COUNTRY     -  US
 PU2308  USGS QUAD   -  BLACKHAWK (2017)
 PU2308
 PU2308                         *CURRENT SURVEY CONTROL
 PU2308  ______________________________________________________________________
 PU2308* NAD 83(1996) POSITION- 44 13 13.97308(N) 103 21 32.17403(W)   ADJUSTED
 PU2308* NAVD 88 ORTHO HEIGHT -  1190.    (meters)     3904.    (feet) SCALED
 PU2308  ______________________________________________________________________
 PU2308  GEOID HEIGHT    -        -15.379 (meters)                     GEOID18
 PU2308  LAPLACE CORR    -        -14.22  (seconds)                    DEFLEC18
 PU2308  HORZ ORDER      -  THIRD
 PU2308
 PU2308.The horizontal coordinates were established by classical geodetic methods
 PU2308.and adjusted by the National Geodetic Survey in January 1998.
 PU2308
 PU2308.The orthometric height was scaled from a topographic map.
 PU2308
 PU2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2308.GEOID18 height accuracy estimate available here.
 PU2308
 PU2308.Click photographs - Photos may exist for this station.
 PU2308
 PU2308.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2308
 PU2308. The following values were computed from the NAD 83(1996) position.
 PU2308
 PU2308;                    North         East     Units Scale Factor Converg.
 PU2308;SPC SD N     -    48,596.440   331,657.778   MT  1.00004334   -2 22 38.1
 PU2308;SPC SD N     -   159,436.82  1,088,113.89   sFT  1.00004334   -2 22 38.1
 PU2308;SPC SD S     -   214,062.689   358,291.201   MT  0.99996209   -2 05 14.0
 PU2308;SPC SD S     -   702,304.01  1,175,493.72   sFT  0.99996209   -2 05 14.0
 PU2308;UTM  13      - 4,897,678.512   631,082.908   MT  0.99981132   +1 08 40.8
 PU2308
 PU2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2308!SPC SD N     -   0.99981593  x   1.00004334  =   0.99985926
 PU2308!SPC SD S     -   0.99981593  x   0.99996209  =   0.99977803
 PU2308!UTM  13      -   0.99981593  x   0.99981132  =   0.99962728
 PU2308
 PU2308:                Primary Azimuth Mark                     Grid Az
 PU2308:SPC SD N     -  PIEDMONT AZ MK                           277 36 18.9
 PU2308:SPC SD S     -  PIEDMONT AZ MK                           277 18 54.8
 PU2308:UTM  13      -  PIEDMONT AZ MK                           274 05 00.0
 PU2308
 PU2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3108297678(NAD 83)
 PU2308
 PU2308|---------------------------------------------------------------------|
 PU2308| PID    Reference Object                     Distance      Geod. Az  |
 PU2308|                                                           dddmmss.s |
 PU2308| CQ4609 PIEDMONT RM 1                         7.026 METERS 05014     |
 PU2308| PU2310 RAPID CITY RADIO KOTA FM MAST       APPROX.18.9 KM 1525531.2 |
 PU2308| CQ4608 PIEDMONT AZ MK                                     2751340.8 |
 PU2308| CQ4610 PIEDMONT RM 2                         5.882 METERS 32213     |
 PU2308|---------------------------------------------------------------------|
 PU2308
 PU2308                          SUPERSEDED SURVEY CONTROL
 PU2308
 PU2308  NAD 83(1993)-  44 13 13.96523(N)    103 21 32.17817(W) AD(       ) 3
 PU2308  NAD 83(1986)-  44 13 13.96498(N)    103 21 32.17502(W) AD(       ) 3
 PU2308  NAD 27      -  44 13 14.00800(N)    103 21 30.50800(W) AD(       ) 3
 PU2308
 PU2308.Superseded values are not recommended for survey control.
 PU2308
 PU2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2308.See file dsdata.pdf to determine how the superseded data were derived.
 PU2308
 PU2308_MARKER: DS = TRIANGULATION STATION DISK
 PU2308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2308_STAMPING: PIEDMONT 1950
 PU2308_MARK LOGO: CGS
 PU2308_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2308
 PU2308  HISTORY     - Date     Condition        Report By
 PU2308  HISTORY     - 1950     MONUMENTED       CGS
 PU2308
 PU2308                          STATION DESCRIPTION
 PU2308
 PU2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2308'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF PIEDMONT, ON
 PU2308'LAND OWNED BY MRS. JIM FOLEY, ABOUT 3/4 MILE EASTERLY OF U.S.
 PU2308'HIGHWAY NO. 14, ON THE SUMMIT OF A PROMINENT NORTH-SOUTH RIDGE,
 PU2308'AND 18 FEET EAST OF A BLUFF THAT IS THE WEST EDGE OF THE RIDGE.
 PU2308'
 PU2308'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PIEDMONT, GO
 PU2308'WESTERLY FOR 1 BLOCK TO U.S. HIGHWAY NO. 14.  THEN LEFT,
 PU2308'SOUTHEASTERLY, ON NO. 14 FOR 0.85 MILE TO A GRAVELED SIDE ROAD ON
 PU2308'THE LEFT**.  THEN LEFT, EASTERLY, FOR 0.7 MILE.  THEN RIGHT,
 PU2308'SOUTHERLY, FOR 0.05 MILE TO A RANCH HOUSE AND THE END OF TRUCK
 PU2308'TRAVEL.  PACK EASTERLY TO THE NORTH SLOPE OF THE RIDGE, THEN
 PU2308'BEAR RIGHT (SOUTHERLY) TO THE HIGHEST POINT AND THE STATION AS
 PU2308'DESCRIBED.  30 MINUTE PACK.
 PU2308'
 PU2308'**TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHEASTERLY ON
 PU2308'U.S. HIGHWAY NO. 14 FOR 0.15 MILE TO THE MARK ON THE LEFT AS
 PU2308'DESCRIBED.
 PU2308'
 PU2308'THE STATION MARK IS A STANDARD DISK FASTENED TO THE TOP OF A
 PU2308'3-INCH IRON PIPE THAT PROJECTS 12 INCHES.  THE DISK IS STAMPED
 PU2308'PIEDMONT 1950.
 PU2308'
 PU2308'REFERENCE MARK NO. 1 IS ON THE EASTERLY SLOPE OF THE RIDGE, AND
 PU2308'40 FEET EAST OF THE BLUFF.  IT PROJECTS 12 INCHES, AND THE DISK
 PU2308'IS STAMPED PIEDMONT NO 1 1950.
 PU2308'
 PU2308'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE, AND 19 FEET
 PU2308'EAST OF THE BLUFF.  IT PROJECTS 12 INCHES, AND THE DISK IS
 PU2308'STAMPED PIEDMONT NO 2 1950.
 PU2308'
 PU2308'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO.
 PU2308'14, 3 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE
 PU2308'FENCE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED PIEDMONT
 PU2308'1950.
 PU2308'
 PU2308'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS FASTENED
 PU2308'TO THE TOPS OF 3-INCH IRON PIPES.  THE AZIMUTH MARK IS A STANDARD
 PU2308'DISK SET IN THE CENTER OF A 12-INCH SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0450 ***********************************************************************
 QQ0450  DESIGNATION -  PIERPONT HIGH SCHOOL CHIMNEY
 QQ0450  PID         -  QQ0450
 QQ0450  STATE/COUNTY-  SD/DAY
 QQ0450  COUNTRY     -  US
 QQ0450  USGS QUAD   -  PIERPONT (2017)
 QQ0450
 QQ0450                         *CURRENT SURVEY CONTROL
 QQ0450  ______________________________________________________________________
 QQ0450* NAD 83(1996) POSITION- 45 29 37.78243(N) 097 49 53.61715(W)   ADJUSTED
 QQ0450  ______________________________________________________________________
 QQ0450  GEOID HEIGHT    -        -24.925 (meters)                     GEOID18
 QQ0450  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 QQ0450  HORZ ORDER      -  THIRD
 QQ0450
 QQ0450.The horizontal coordinates were established by classical geodetic methods
 QQ0450.and adjusted by the National Geodetic Survey in January 1998.
 QQ0450
 QQ0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0450.GEOID18 height accuracy estimate available here.
 QQ0450
 QQ0450.Click photographs - Photos may exist for this station.
 QQ0450
 QQ0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0450
 QQ0450. The following values were computed from the NAD 83(1996) position.
 QQ0450
 QQ0450;                    North         East     Units Scale Factor Converg.
 QQ0450;SPC SD N     -   186,792.062   769,474.028   MT  0.99996893   +1 32 04.9
 QQ0450;SPC SD N     -   612,833.62  2,524,516.04   sFT  0.99996893   +1 32 04.9
 QQ0450;UTM  14      - 5,038,474.810   591,296.327   MT  0.99970248   +0 50 00.1
 QQ0450
 QQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9129638474(NAD 83)
 QQ0450
 QQ0450                          SUPERSEDED SURVEY CONTROL
 QQ0450
 QQ0450  NAD 83(1986)-  45 29 37.77839(N)    097 49 53.60374(W) AD(       ) 3
 QQ0450  NAD 27      -  45 29 37.95270(N)    097 49 52.24593(W) AD(       ) 3
 QQ0450
 QQ0450.Superseded values are not recommended for survey control.
 QQ0450
 QQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0450.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0450
 QQ0450_MARKER: 85 = CHIMNEY
 QQ0450
 QQ0450  HISTORY     - Date     Condition        Report By
 QQ0450  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0450  HISTORY     - 1970     GOOD             USAF
 QQ0450
 QQ0450                          STATION DESCRIPTION
 QQ0450
 QQ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0450'THE STATION IS LOCATED IN THE VILLAGE OF PIERPONT.  IT IS A RED
 QQ0450'BRICK STRUCTURE ABOUT 70 FEET HIGH HAVING A RED BRICK CHIMNEY
 QQ0450'AT THE CENTER OF THE ROOF OF THE BUILDING.
 QQ0450'
 QQ0450'THE POINT OBSERVED ON WAS THE CHIMNEY.
 QQ0450
 QQ0450                          STATION RECOVERY (1970)
 QQ0450
 QQ0450'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0450'CHIMNEY WAS OBSERVED, AND WAS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1022 ***********************************************************************
 PT1022  DESIGNATION -  PIERRE
 PT1022  PID         -  PT1022
 PT1022  STATE/COUNTY-  SD/HUGHES
 PT1022  COUNTRY     -  US
 PT1022  USGS QUAD   -  PIERRE NE (2017)
 PT1022
 PT1022                         *CURRENT SURVEY CONTROL
 PT1022  ______________________________________________________________________
 PT1022* NAD 83(1996) POSITION- 44 22 52.93246(N) 100 20 28.14547(W)   ADJUSTED
 PT1022* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 PT1022  ______________________________________________________________________
 PT1022  GEOID HEIGHT    -        -23.403 (meters)                     GEOID18
 PT1022  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 PT1022  HORZ ORDER      -  SECOND
 PT1022
 PT1022.The horizontal coordinates were established by classical geodetic methods
 PT1022.and adjusted by the National Geodetic Survey in January 1998.
 PT1022
 PT1022.The orthometric height was scaled from a topographic map.
 PT1022
 PT1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1022.GEOID18 height accuracy estimate available here.
 PT1022
 PT1022.Click photographs - Photos may exist for this station.
 PT1022
 PT1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1022
 PT1022. The following values were computed from the NAD 83(1996) position.
 PT1022
 PT1022;                    North         East     Units Scale Factor Converg.
 PT1022;SPC SD S     -   227,529.500   599,376.966   MT  0.99999560   -0 00 19.4
 PT1022;SPC SD S     -   746,486.37  1,966,455.93   sFT  0.99999560   -0 00 19.4
 PT1022;UTM  14      - 4,915,106.827   393,165.284   MT  0.99974036   -0 56 17.3
 PT1022
 PT1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1022!SPC SD S     -   0.99993478  x   0.99999560  =   0.99993038
 PT1022!UTM  14      -   0.99993478  x   0.99974036  =   0.99967516
 PT1022
 PT1022:                Primary Azimuth Mark                     Grid Az
 PT1022:SPC SD S     -  FORT                                     254 34 17.5
 PT1022:UTM  14      -  FORT                                     255 30 15.4
 PT1022
 PT1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9316515106(NAD 83)
 PT1022
 PT1022|---------------------------------------------------------------------|
 PT1022| PID    Reference Object                     Distance      Geod. Az  |
 PT1022|                                                           dddmmss.s |
 PT1022| PT0253 FORT                                APPROX. 5.2 KM 2543358.1 |
 PT1022|---------------------------------------------------------------------|
 PT1022
 PT1022                          SUPERSEDED SURVEY CONTROL
 PT1022
 PT1022  NAD 83(1986)-  44 22 52.92796(N)    100 20 28.14965(W) AD(       ) 2
 PT1022  NAD 27      -  44 22 52.99100(N)    100 20 26.66500(W) AD(       ) 2
 PT1022  MORC        -  44 22 50.28000(N)    100 20 26.44000(W) AD(       ) 3
 PT1022
 PT1022.Superseded values are not recommended for survey control.
 PT1022
 PT1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1022.See file dsdata.pdf to determine how the superseded data were derived.
 PT1022
 PT1022_MARKER: Z = SEE DESCRIPTION
 PT1022_SETTING: 0 = UNSPECIFIED SETTING
 PT1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1022
 PT1022  HISTORY     - Date     Condition        Report By
 PT1022  HISTORY     - 1889     MONUMENTED       MORC
 PT1022  HISTORY     - 1967     MARK NOT FOUND   USGS
 PT1022
 PT1022                          STATION DESCRIPTION
 PT1022
 PT1022'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1022'PIERRE IS ON LEFT BANK, ON A VERY PROMINENT, SHARP HILL, 1,000
 PT1022'FEET EAST FROM THE WATER WORKS RESERVOIR, AND 1-1/4 MILES
 PT1022'NORTHEAST FROM COURTHOUSE AT PIERRE, S. DAK.  THE STATION
 PT1022'IS NEAR SOUTHEAST END OF RIDGE.
 PT1022
 PT1022                          STATION RECOVERY (1967)
 PT1022
 PT1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PT1022'STATION SEARCHED FOR BUT NOT RECOVERED.
 PT1022'
 PT1022'TOP OF HILL HAS BEEN LEVELED OFF BY GRAVEL PIT OPERATIONS.
 PT1022'
 PT1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PIERRE IS ON
 PT1022'LEFT BANK
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1033 ***********************************************************************
 PT1033  DESIGNATION -  PIERRE
 PT1033  PID         -  PT1033
 PT1033  STATE/COUNTY-  SD/HUGHES
 PT1033  COUNTRY     -  US
 PT1033  USGS QUAD   -  PIERRE (2017)
 PT1033
 PT1033                         *CURRENT SURVEY CONTROL
 PT1033  ______________________________________________________________________
 PT1033* NAD 83(1996) POSITION- 44 22 15.44961(N) 100 19 21.91099(W)   ADJUSTED
 PT1033* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 PT1033  ______________________________________________________________________
 PT1033  GEOID HEIGHT    -        -23.445 (meters)                     GEOID18
 PT1033  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 PT1033  HORZ ORDER      -  THIRD
 PT1033
 PT1033.The horizontal coordinates were established by classical geodetic methods
 PT1033.and adjusted by the National Geodetic Survey in January 1998.
 PT1033
 PT1033.The orthometric height was scaled from a topographic map.
 PT1033
 PT1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1033.GEOID18 height accuracy estimate available here.
 PT1033
 PT1033.Click photographs - Photos may exist for this station.
 PT1033
 PT1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1033
 PT1033. The following values were computed from the NAD 83(1996) position.
 PT1033
 PT1033;                    North         East     Units Scale Factor Converg.
 PT1033;SPC SD S     -   226,372.564   600,843.293   MT  0.99999319   +0 00 26.3
 PT1033;SPC SD S     -   742,690.65  1,971,266.70   sFT  0.99999319   +0 00 26.3
 PT1033;UTM  14      - 4,913,926.482   394,612.216   MT  0.99973659   -0 55 30.3
 PT1033
 PT1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1033!SPC SD S     -   0.99992005  x   0.99999319  =   0.99991324
 PT1033!UTM  14      -   0.99992005  x   0.99973659  =   0.99965666
 PT1033
 PT1033:                Primary Azimuth Mark                     Grid Az
 PT1033:SPC SD S     -  PIERRE AZ MK 2                           277 25 55.0
 PT1033:UTM  14      -  PIERRE AZ MK 2                           278 21 51.6
 PT1033
 PT1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9461213926(NAD 83)
 PT1033
 PT1033|---------------------------------------------------------------------|
 PT1033| PID    Reference Object                     Distance      Geod. Az  |
 PT1033|                                                           dddmmss.s |
 PT1033| AB7531 PIERRE RM 1                          11.021 METERS 05114     |
 PT1033| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX. 1.9 KM 2570135.6 |
 PT1033| AB7643 PIERRE AZ MK 2                                     2772621.3 |
 PT1033| AB6205 PIERRE AZ MK                                       3072820.5 |
 PT1033| AB7532 PIERRE RM 2                           9.665 METERS 31905     |
 PT1033| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX. 6.3 KM 3364141.3 |
 PT1033|---------------------------------------------------------------------|
 PT1033
 PT1033                          SUPERSEDED SURVEY CONTROL
 PT1033
 PT1033  NAD 83(1986)-  44 22 15.44525(N)    100 19 21.91534(W) AD(       ) 3
 PT1033  NAD 27      -  44 22 15.50800(N)    100 19 20.43400(W) AD(       ) 3
 PT1033
 PT1033.Superseded values are not recommended for survey control.
 PT1033
 PT1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1033.See file dsdata.pdf to determine how the superseded data were derived.
 PT1033
 PT1033_MARKER: DS = TRIANGULATION STATION DISK
 PT1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1033_STAMPING: PIERRE 1948
 PT1033_MARK LOGO: CGS
 PT1033_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1033+STABILITY: SURFACE MOTION
 PT1033
 PT1033  HISTORY     - Date     Condition        Report By
 PT1033  HISTORY     - 1948     MONUMENTED       CGS
 PT1033  HISTORY     - 1966     GOOD             CGS
 PT1033  HISTORY     - 1968     GOOD             CGS
 PT1033  HISTORY     - 1975     GOOD             SDDT
 PT1033  HISTORY     - 1977     GOOD             NGS
 PT1033  HISTORY     - 1977     GOOD             NGS
 PT1033  HISTORY     - 19820413 GOOD             NGS
 PT1033  HISTORY     - 19941121 MARK NOT FOUND   NGS
 PT1033
 PT1033                          STATION DESCRIPTION
 PT1033
 PT1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1033'THE STATION IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF THE STATE
 PT1033'CAPITOL BUILDING IN PIERRE AND ON LAND OWNED BY D.N. SHEPERD.  IT
 PT1033'IS ON A PROMINENT BUTTE EAST OF THE CITY LIMITS OF PIERRE AND
 PT1033'OVERLOOKING THE MISSOURI RIVER TO THE SOUTH, AND 17.7 FEET EAST
 PT1033'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 PT1033'IS STAMPED PIERRE 1948.
 PT1033'
 PT1033'REFERENCE MARK NO. 1 IS 36.16 FEET NORTH OF THE STATION.  THE
 PT1033'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED PIERRE
 PT1033'NO 1 1948.
 PT1033'
 PT1033'REFERENCE MARK NO. 2 IS 31.72 FEET WEST OF THE STATION.  THE
 PT1033'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PIERRE NO 2
 PT1033'1948.
 PT1033'
 PT1033'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTHWEST OF THE
 PT1033'STATION, 36 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 PT1033'GRAVELED ROAD, 14 FEET NORTHWEST OF A DRIVEWAY AND 2 FEET NORTH
 PT1033'OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK
 PT1033'IS STAMPED PIERRE 1948.
 PT1033'
 PT1033'TO REACH THE STATION FROM THE ST. CHARLES HOTEL, GO EAST ON
 PT1033'EAST CAPITOL AVE. FOR 0.5 MILE TO ROAD FORKS, TURN LEFT AND
 PT1033'CONTINUE ON EAST CAPITOL AVE. FOR 0.65 MILE TO HARRISON AVE.,
 PT1033'TURN LEFT AND GO NORTH AND EAST ON GRAVELED ROAD FOR 0.7 MILE
 PT1033'TO A WIRE GATE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 PT1033'PASS THROUGH GATE AND FOLLOW TRACK ROAD EAST AND SOUTH FOR
 PT1033'0.3 MILE, THENCE RIGHT UP HILL TO FENCE, CROSS FENCE AND GO
 PT1033'0.05 MILE TO THE SUMMIT OF HILL AND STATION.
 PT1033'
 PT1033'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1033
 PT1033                          STATION RECOVERY (1966)
 PT1033
 PT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PT1033'THE STATION R.M. 1, R.M. 2 WERE RECOVERED AS DESCRIBED IN GOOD
 PT1033'CONDITION, THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 PT1033
 PT1033                          STATION RECOVERY (1968)
 PT1033
 PT1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PT1033'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PT1033'AZIMUTH MARK IS 36 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 PT1033'OF THE ROAD INSTEAD OF ON THE NORTH SIDE AS STATED IN THE
 PT1033'ORIGINAL DESCRIPTION.
 PT1033'
 PT1033'A NEW TO REACH DESCRIPTION FOLLOWS--
 PT1033'
 PT1033'TO REACH FROM THE ST. CHARLES HOTEL, GO EAST ON EAST CAPITOL
 PT1033'AVENUE FOR 0.5 MILE TO FORKS.  TAKE LEFT FORK AND GO EASTERLY
 PT1033'ON EAST CAPITOL AVENUE FOR 0.65 MILE TO HARRISON AVENUE.  TURN
 PT1033'LEFT AND GO NORTH AND EAST FOR 0.7 MILE TO WIRE GATE AND
 PT1033'AZIMUTH MARK ON RIGHT (SOUTH) SIDE OF ROAD.  CONTINUE EAST ON
 PT1033'GRAVEL ROAD FOR 0.7 MILE TO T INTERSECTION.  TURN RIGHT AND
 PT1033'GO SOUTHERLY ON SURFACED ROAD FOR 0.55 MILE TO GATE ON RIGHT.
 PT1033'TURN RIGHT, PASS THROUGH GATE AND GO NORTHWESTERLY ACROSS
 PT1033'PASTURE FOR 0.25 MILE TO TOP OF HILL AND STATION.
 PT1033
 PT1033                          STATION RECOVERY (1975)
 PT1033
 PT1033'RECOVERY NOTE BY SD DEPT OF TRANSP 1975 (LF)
 PT1033'PIERRE 1948-FAIR BRASS CAP HAS BEEN HAMMERED ON
 PT1033'
 PT1033'AZ. MARK PIERRE 1948-GOOD
 PT1033'
 PT1033'PIERRE NO. 1 1948-GOOD
 PT1033'
 PT1033'PIERRE NO. 2 1948-GOOD
 PT1033
 PT1033                          STATION RECOVERY (1977)
 PT1033
 PT1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PT1033'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 PT1033'IN GOOD CONDITION EXCEPT THAT THE STATION MARK DISK IS SCUFFED UP.
 PT1033'THE AZIMUTH MARK APPEARED TO BE IN GOOD CONDITION BUT THE DIRECTION
 PT1033'DIFFERED BY RIGHT CLOSE TO 1-MINUTE.  DUE TO STREET IMPROVEMENTS A
 PT1033'NEW AZIMUTH MARK WAS SET AND THE DISK WAS REMOVED FROM THE 1948
 PT1033'AZIMUTH MARK.
 PT1033'
 PT1033'A NEW DESCRIPTION FOLLOWS--
 PT1033'
 PT1033'THE STATION IS LOCATED IN THE EAST PART OF PIERRE, ABOUT 1-MILE
 PT1033'EAST-NORTHEAST OF THE STATE CAPITOL BUILDING, ON THE NORTHWEST END
 PT1033'OF A PROMINENT NORTHWEST-SOUTHEAST RIDGE.
 PT1033'
 PT1033'TO REACH THE STATION FROM THE JUNCTION OF TRUCK ROUTE U.S. HIGHWAYS
 PT1033'14 AND 83, AND THE ROAD LEADING EAST TO THE PIERRE MUNICIPAL
 PT1033'AIRPORT, GO SOUTH ON HIGHWAYS 14 AND 83 FOR 0.3 MILE TO A SIDE ROAD
 PT1033'RIGHT, TURN RIGHT AND GO WEST ON THE GRADED ROAD 0.7 MILE TO A
 PT1033'TRACK ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD
 PT1033'SOUTHEAST FOR 0.3 MILE TO THE TOP OF THE RIDGE AND THE STATION AS
 PT1033'DESCRIBED.
 PT1033'
 PT1033'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE TRACK AND
 PT1033'GRADED ROADS, GO WEST ON THE GRADED ROAD 0.1 MILE TO THE PIERRE,
 PT1033'UNDERGROUND WATER STORAGE TANKS INSIDE THE FENCED ENCLOSURE ON THE
 PT1033'RIGHT AND THE MARK AS DESCRIBED.
 PT1033'
 PT1033'THE STATION MARK IS A STANDARD DISK STAMPED PIERRE 1948, SET IN
 PT1033'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT
 PT1033'IS 25 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 PT1033'
 PT1033'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PIERRE NO 1 1948, SET
 PT1033'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 PT1033'IT IS 55 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 PT1033'
 PT1033'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PIERRE NO 2 1948,
 PT1033'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PT1033'8-INCHES.  IT IS 5 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 PT1033'
 PT1033'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PIERRE 1948 1977, SET IN
 PT1033'A DRILLED HOLE IN THE TOP OF THE CONCRETE ROOF OF A CYLINDRICAL
 PT1033'CONCRETE WATER TANK WHICH PROJECTS ABOUT 5-FEET ABOVE GROUND LEVEL.
 PT1033'THE TANK IS THE NORTH ONE OF TWO, IT MEASURES 123 FEET IN
 PT1033'DIAMETER, AND THE DISK IS SET 3-FEET AND 10-INCHES SOUTHWEST OF
 PT1033'THE CENTER OF THE TOP OF THE TANK.
 PT1033'
 PT1033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PIERRE.
 PT1033
 PT1033                          STATION RECOVERY (1977)
 PT1033
 PT1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PT1033'RECOVERED AS DESCRIBED.
 PT1033
 PT1033                          STATION RECOVERY (1982)
 PT1033
 PT1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT1033'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK 2 WERE
 PT1033'RECOVERED IN GOOD CONDITION.  THE 1977 REFERENCE MARK DISTANCES WERE
 PT1033'FOUND TO BE TRANSPOSED IN THE BOXCORE OF THE 1977 RECOVERY NOTE
 PT1033'BOXCORE.  THE DISTANCE TO REFERENCE MARK 2 WITHIN THE ALLOWABLE, BUT
 PT1033'THE DIRECTION TO IT VARIED BY 6 MINUTES, 44 SECONDS.  A SHORTER
 PT1033'DISTANCE TO REFERENCE MARK 1 OF 0.012 M (0.039 FT) WAS NOTED AND THE
 PT1033'DIRECTION VARIED BY 7 MINUTES, 49 SECONDS COMPARED TO THE 1977 DATA.
 PT1033'THE AZIMUTH MARK 2 WAS POSITIONED AT THIS TIME.  NEW DESCRIPTIVE TEXT
 PT1033'FOLLOWS.  THE STATION IS LOCATED ON THE EAST EDGE OF PIERRE, NEAR THE
 PT1033'NORTHWEST END OF A RIDGE, AT THE TOP OF A BLUFF OVERLOOKING THE CITY
 PT1033'OF PIERRE TO THE WEST.  TO REACH THE STATION FROM THE JUNCTION OF
 PT1033'TRUCK ROUTE HIGHWAY 14 AND 83 AND AIRPORT ROAD, GO SOUTH ON THE TRUCK
 PT1033'ROUTE FOR 0.5 KM (0.30 MI) TO HARRISON STREET ON THE RIGHT, JUST AFTER
 PT1033'PASSING A SHOPPING MALL.  TURN RIGHT AND GO WEST ON HARRISON STREET
 PT1033'FOR 1.1 KM (0.70 MI) TO A TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE
 PT1033'TRACK ROAD SOUTHEAST, ALONG THE EDGE OF A CULTIVATED FIELD, FOR 0.5 KM
 PT1033'(0.30 MI) TO THE TOP OF A RIDGE AND THE STATION. THE STATION IS A
 PT1033'STANDARD CGS DISK STAMPED PIERRE 1948 SET INTO THE TOP OF A SQUARE
 PT1033'CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 7 INCHES (22
 PT1033'CM) ABOVE THE GROUND.  LOCATED 7.5 METERS (24.6 FT) E FROM THE WEST
 PT1033'EDGE O9F THE BLUFF.  0.30 METERS (0.98 FT) N FROM A METAL WITNESS
 PT1033'POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED PIERRE NO 1
 PT1033'1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 IN) ON
 PT1033'SIDE.  LOCATED 16.8 METERS (55.1 FT) E FROM THE WEST EDGE OF THE
 PT1033'BLUFF.  0.29 METERS (0.95 FT) N FROM A METAL WITNESS POST.  REFERENCE
 PT1033'MARK NO 2 IS A STANDARD CGS DISK STAMPED PIERRE NO 2 1948 SET INTO THE
 PT1033'A SQUARE CONCRETE MONUMENT 12 INCHES, (30 CM) ON SIDE, PROJECTING.
 PT1033'LOCATED 1.8 METERS (5.9 FT) E FROM THE WEST EDGE OF THE BLUFF.  0.31
 PT1033'METERS (1.02 FT) N FROM A METAL WITNESS POST, AND 1.5 FEET, (0.5 M)
 PT1033'0.5 METERS (1.6 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 2 IS A
 PT1033'STANDARD NGS DISK STAMPED PIERRE 1948 1977 SET INTO A DRILL HOLE IN
 PT1033'THE TOP OF THE CONCRETE TOP OF A ROUND CONCRETE WATER TANK WHICH
 PT1033'PROJECTS ABOUT 0.5 M (1.6 FT) ABOVE GROUND SURFACE.  IT IS THE NORTH
 PT1033'TANK OF TWO AND IS 3.75 M (12.30 FT) IN DIAMETER.  LOCATED 1.16 METERS
 PT1033'(3.81 FT) SW FROM THE CENTER OF THE CONCRETE WATER TANK.  TO REACH THE
 PT1033'AZIMUTH MARK FROM THE STATION, GO NW ON TRACK ROAD FOR 0.5 KM (0.30
 PT1033'MI) TO HARRISON STREET.  TURN LEFT, ON HARRISON STREET 0.2 KM (0.10
 PT1033'MI) TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON TRACK ROAD
 PT1033'FOR 0.2 KM (0.10 MI) TO THE CONCRETE TANK AND THE MARK AS DESCRIBED.
 PT1033
 PT1033                          STATION RECOVERY (1994)
 PT1033
 PT1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT1033'THERE IS A NEW HOUSING PROJECT AT THE DESCRIBED LOCATION.  ASSUMED
 PT1033'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1028 ***********************************************************************
 PT1028  DESIGNATION -  PIERRE ARMY AIRFIELD FLAG
 PT1028  PID         -  PT1028
 PT1028  STATE/COUNTY-  SD/HUGHES
 PT1028  COUNTRY     -  US
 PT1028  USGS QUAD   -  PIERRE NE (2017)
 PT1028
 PT1028                         *CURRENT SURVEY CONTROL
 PT1028  ______________________________________________________________________
 PT1028* NAD 83(1996) POSITION- 44 22 34.92693(N) 100 17 23.61037(W)   ADJUSTED
 PT1028  ______________________________________________________________________
 PT1028  GEOID HEIGHT    -        -23.443 (meters)                     GEOID18
 PT1028  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 PT1028  HORZ ORDER      -  THIRD
 PT1028
 PT1028.This mark is at Pierre Airport (PIR)
 PT1028
 PT1028.The horizontal coordinates were established by classical geodetic methods
 PT1028.and adjusted by the National Geodetic Survey in January 1998.
 PT1028
 PT1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1028.GEOID18 height accuracy estimate available here.
 PT1028
 PT1028.Click photographs - Photos may exist for this station.
 PT1028
 PT1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1028
 PT1028. The following values were computed from the NAD 83(1996) position.
 PT1028
 PT1028;                    North         East     Units Scale Factor Converg.
 PT1028;SPC SD S     -   226,974.610   603,462.162   MT  0.99999444   +0 01 47.9
 PT1028;SPC SD S     -   744,665.87  1,979,858.78   sFT  0.99999444   +0 01 47.9
 PT1028;UTM  14      - 4,914,485.691   397,239.849   MT  0.99972986   -0 54 07.9
 PT1028
 PT1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9723914485(NAD 83)
 PT1028
 PT1028                          SUPERSEDED SURVEY CONTROL
 PT1028
 PT1028  NAD 83(1986)-  44 22 34.92239(N)    100 17 23.61469(W) AD(       ) 3
 PT1028  NAD 27      -  44 22 34.98700(N)    100 17 22.13800(W) AD(       ) 3
 PT1028
 PT1028.Superseded values are not recommended for survey control.
 PT1028
 PT1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1028.See file dsdata.pdf to determine how the superseded data were derived.
 PT1028
 PT1028_MARKER: 62 = FLAGPOLE
 PT1028
 PT1028  HISTORY     - Date     Condition        Report By
 PT1028  HISTORY     - 1945     FIRST OBSERVED   CGS
 PT1028  HISTORY     - 1966     GOOD             CGS
 PT1028
 PT1028                          STATION DESCRIPTION
 PT1028
 PT1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1028'STATION IS LOCATED ABOUT 3.5 MILES E OF THE CITY OF PIERRE
 PT1028'AND ON THE GROUNDS OF THE PIERRE ARMY AIRFIELD.  IT IS 30
 PT1028'FEET W OF THE APPROXIMATE CENTER LINE OF THE MAIN POST ROAD
 PT1028'AND 30 FEET NE OF THE SE CORNER OF THE BASE HEADQUARTERS BUILDING
 PT1028'NO. 1 - 203.  THE FLAGPOLE IS 50 FEET HIGH AND PAINTED WHITE.
 PT1028'THE BASE OF THE POLE IS 1 FOOT IN DIAMETER AND SET IN CONCRETE.
 PT1028'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE POLE.
 PT1028'
 PT1028'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO S 1 BLOCK
 PT1028'TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 14, THENCE GO N AND E ON
 PT1028'U.S. HIGHWAY 83 AND 14 FOR 3.2 MILES TO A CROSS ROAD AND SIGN
 PT1028'PIERRE ARMY AIR FIELD.  TURN RIGHT AND GO 1.0 MILE TO THE MAIN
 PT1028'GUARD GATE ON THE LEFT, PASS THROUGH GATE AND GO N AND NE ON
 PT1028'MAIN BASE ROAD FOR 0.6 MILE TO THE FLAGPOLE ON THE RIGHT AS
 PT1028'DESCRIBED.
 PT1028'
 PT1028'THIS IS AN INTERSECTION STATION.
 PT1028
 PT1028                          STATION RECOVERY (1966)
 PT1028
 PT1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PT1028'THE STATION WAS RECOVERED AS DESCRIBED IN FAIR CONDITION.
 PT1028'
 PT1028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI EAST
 PT1028'OF PIERRE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1031 ***********************************************************************
 PT1031  DESIGNATION -  PIERRE ARMY AIRFIELD INCIN
 PT1031  PID         -  PT1031
 PT1031  STATE/COUNTY-  SD/HUGHES
 PT1031  COUNTRY     -  US
 PT1031  USGS QUAD   -  PIERRE (2017)
 PT1031
 PT1031                         *CURRENT SURVEY CONTROL
 PT1031  ______________________________________________________________________
 PT1031* NAD 83(1996) POSITION- 44 22 19.06326(N) 100 17 10.46708(W)   ADJUSTED
 PT1031  ______________________________________________________________________
 PT1031  GEOID HEIGHT    -        -23.459 (meters)                     GEOID18
 PT1031  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 PT1031  HORZ ORDER      -  THIRD
 PT1031
 PT1031.This mark is at Pierre Airport (PIR)
 PT1031
 PT1031.The horizontal coordinates were established by classical geodetic methods
 PT1031.and adjusted by the National Geodetic Survey in January 1998.
 PT1031
 PT1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1031.GEOID18 height accuracy estimate available here.
 PT1031
 PT1031.Click photographs - Photos may exist for this station.
 PT1031
 PT1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1031
 PT1031. The following values were computed from the NAD 83(1996) position.
 PT1031
 PT1031;                    North         East     Units Scale Factor Converg.
 PT1031;SPC SD S     -   226,485.115   603,753.406   MT  0.99999342   +0 01 57.0
 PT1031;SPC SD S     -   743,059.91  1,980,814.30   sFT  0.99999342   +0 01 57.0
 PT1031;UTM  14      - 4,913,991.654   397,523.017   MT  0.99972915   -0 53 58.4
 PT1031
 PT1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9752313991(NAD 83)
 PT1031
 PT1031                          SUPERSEDED SURVEY CONTROL
 PT1031
 PT1031  NAD 83(1986)-  44 22 19.05874(N)    100 17 10.47139(W) AD(       ) 3
 PT1031  NAD 27      -  44 22 19.12000(N)    100 17 08.99000(W) AD(       ) 3
 PT1031
 PT1031.Superseded values are not recommended for survey control.
 PT1031
 PT1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1031.See file dsdata.pdf to determine how the superseded data were derived.
 PT1031
 PT1031_MARKER: 63 = STACK
 PT1031
 PT1031  HISTORY     - Date     Condition        Report By
 PT1031  HISTORY     - 1945     FIRST OBSERVED   CGS
 PT1031  HISTORY     - 1947     GOOD             CGS
 PT1031
 PT1031                          STATION DESCRIPTION
 PT1031
 PT1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1031'STATION IS LOCATED ABOUT 3.5 MILES E OF THE CITY OF PIERRE AND
 PT1031'ON THE GROUNDS OF THE PIERRE ARMY AIRFIELD.  THE INCINERATOR IS
 PT1031'LOCATED IN THE S SECTION OF THE AIRFIELD AND 200 FEET W OF THE
 PT1031'TAXIWAY.  IT IS A RED BRICK STRUCTURE AND THE STACK IS ABOUT
 PT1031'23 FEET HIGH.  THE POINT INTERSECTED WAS THE STACK.
 PT1031'
 PT1031'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO S 1 BLOCK
 PT1031'TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 14, THENCE LEFT ON
 PT1031'U.S. HIGHWAY 83 AND 14 FOR 3.2 MILES TO A CROSS ROAD AND SIGN
 PT1031'PIERRE ARMY AIR FIELD.  TURN RIGHT AND GO 1.0 MILE TO THE
 PT1031'MAIN GUARD GATE ON THE LEFT, PASS THROUGH GATE AND FOLLOW
 PT1031'MAIN ROAD NE AND SE FOR 0.8 MILE TO THE INCINERATOR ON THE
 PT1031'RIGHT AS DESCRIBED.
 PT1031'
 PT1031'THIS IS AN INTERSECTION STATION.
 PT1031
 PT1031                          STATION RECOVERY (1947)
 PT1031
 PT1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 PT1031'DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1027 ***********************************************************************
 PT1027  DESIGNATION -  PIERRE ARMY AIRFLD UNDERGRD TK
 PT1027  PID         -  PT1027
 PT1027  STATE/COUNTY-  SD/HUGHES
 PT1027  COUNTRY     -  US
 PT1027  USGS QUAD   -  PIERRE NE (2017)
 PT1027
 PT1027                         *CURRENT SURVEY CONTROL
 PT1027  ______________________________________________________________________
 PT1027* NAD 83(1996) POSITION- 44 22 53.95454(N) 100 18 12.99079(W)   ADJUSTED
 PT1027  ______________________________________________________________________
 PT1027  GEOID HEIGHT    -        -23.418 (meters)                     GEOID18
 PT1027  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 PT1027  HORZ ORDER      -  THIRD
 PT1027
 PT1027.This mark is at Pierre Airport (PIR)
 PT1027
 PT1027.The horizontal coordinates were established by classical geodetic methods
 PT1027.and adjusted by the National Geodetic Survey in January 1998.
 PT1027
 PT1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1027.GEOID18 height accuracy estimate available here.
 PT1027
 PT1027.Click photographs - Photos may exist for this station.
 PT1027
 PT1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1027
 PT1027. The following values were computed from the NAD 83(1996) position.
 PT1027
 PT1027;                    North         East     Units Scale Factor Converg.
 PT1027;SPC SD S     -   227,561.442   602,368.765   MT  0.99999567   +0 01 13.8
 PT1027;SPC SD S     -   746,591.16  1,976,271.52   sFT  0.99999567   +0 01 13.8
 PT1027;UTM  14      - 4,915,090.077   396,156.431   MT  0.99973261   -0 54 42.7
 PT1027
 PT1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9615615090(NAD 83)
 PT1027
 PT1027                          SUPERSEDED SURVEY CONTROL
 PT1027
 PT1027  NAD 83(1986)-  44 22 53.94993(N)    100 18 12.99496(W) AD(       ) 3
 PT1027  NAD 27      -  44 22 54.01000(N)    100 18 11.52000(W) AD(       ) 3
 PT1027
 PT1027.Superseded values are not recommended for survey control.
 PT1027
 PT1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1027.See file dsdata.pdf to determine how the superseded data were derived.
 PT1027
 PT1027_MARKER: 51 = TANK
 PT1027
 PT1027  HISTORY     - Date     Condition        Report By
 PT1027  HISTORY     - 1945     FIRST OBSERVED   CGS
 PT1027  HISTORY     - 1947     GOOD             CGS
 PT1027
 PT1027                          STATION DESCRIPTION
 PT1027
 PT1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1027'STATION IS LOCATED ABOUT 3.5 MILES E OF THE CITY OF PIERRE AND
 PT1027'ON THE GROUNDS OF THE PIERRE ARMY AIRFIELD.  IT IS 0.2 MILE
 PT1027'NE OF THE MAIN GUARD GATE AND 70 FEET S OF THE APPROXIMATE
 PT1027'CENTER LINE OF THE MAIN BASE ROAD.  IT PROJECTS ABOUT 20 FEET
 PT1027'FROM THE GROUND LEVEL AND HAS (ABOUT 12 FEET) DIRT PILED
 PT1027'AROUND ON ALL SIDES.  THE TANK IS 18 FEET IN DIAMETER AND THE
 PT1027'APEX OF THE ROOF WAS THE POINT INTERSECTED.
 PT1027'
 PT1027'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO S 1 BLOCK
 PT1027'TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 14, THENCE LEFT ON U.S.
 PT1027'HIGHWAY 83 AND 14 FOR 3.2 MILES TO A CROSS ROAD AND SIGN
 PT1027'PIERRE ARMY AIR FIELD.  TURN RIGHT AND GO 1.0 MILE TO THE MAIN
 PT1027'GUARD GATE ON THE LEFT, PASS THROUGH GATE AND GO NE FOR 0.2
 PT1027'MILE TO THE UNDERGROUND WATER TANK ON THE RIGHT AS DESCRIBED.
 PT1027'
 PT1027'THIS IS AN INTERSECTION STATION.
 PT1027
 PT1027                          STATION RECOVERY (1947)
 PT1027
 PT1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 PT1027'DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1203 ***********************************************************************
 PT1203  DESIGNATION -  PIERRE CBL 0
 PT1203  PID         -  PT1203
 PT1203  STATE/COUNTY-  SD/STANLEY
 PT1203  COUNTRY     -  US
 PT1203  USGS QUAD   -  OAHE DAM (2017)
 PT1203
 PT1203                         *CURRENT SURVEY CONTROL
 PT1203  ______________________________________________________________________
 PT1203* NAD 83(1986) POSITION- 44 22 33.     (N) 100 23 44.     (W)   SCALED
 PT1203* NAVD 88 ORTHO HEIGHT -   443.653 (meters)     1455.55  (feet) ADJUSTED
 PT1203  ______________________________________________________________________
 PT1203  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 PT1203  DYNAMIC HEIGHT  -        443.561 (meters)     1455.25  (feet) COMP
 PT1203  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 PT1203
 PT1203  VERT ORDER      -  FIRST     CLASS II
 PT1203
 PT1203.The horizontal coordinates were scaled from a map and have
 PT1203.an estimated accuracy of +/- 6 seconds.
 PT1203
 PT1203.The orthometric height was determined by differential leveling and
 PT1203.adjusted by the NATIONAL GEODETIC SURVEY
 PT1203.in October 1997.
 PT1203
 PT1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1203.GEOID18 height accuracy estimate available here.
 PT1203
 PT1203.Click photographs - Photos may exist for this station.
 PT1203
 PT1203.The dynamic height is computed by dividing the NAVD 88
 PT1203.geopotential number by the normal gravity value computed on the
 PT1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1203.degrees latitude (g = 980.6199 gals.).
 PT1203
 PT1203.The modeled gravity was interpolated from observed gravity values.
 PT1203
 PT1203;                    North         East    Units  Estimated Accuracy
 PT1203;SPC SD S     -   226,920.      595,040.      MT  (+/- 180 meters Scaled)
 PT1203
 PT1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ888145(NAD 83)
 PT1203
 PT1203                          SUPERSEDED SURVEY CONTROL
 PT1203
 PT1203.No superseded survey control is available for this station.
 PT1203
 PT1203_MARKER: DQ = CALIBRATION BASE LINE DISK
 PT1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1203_STAMPING: PIERRE 0 METER 1977
 PT1203_MARK LOGO: NGS
 PT1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1203+STABILITY: SURFACE MOTION
 PT1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1203+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PT1203
 PT1203  HISTORY     - Date     Condition        Report By
 PT1203  HISTORY     - 1977     MONUMENTED       SDDT
 PT1203  HISTORY     - 19900621 GOOD             NGS
 PT1203  HISTORY     - 19950930 GOOD             NGS
 PT1203
 PT1203                          STATION DESCRIPTION
 PT1203
 PT1203'DESCRIBED BY SD DEPT OF TRANSP 1977
 PT1203'THE BASE LINE IS LOCATED ABOUT 7.9 KM (4.9 MI) SOUTH OF OAHE DAM, 4.0
 PT1203'KM (2.5 MI) WEST-NORTHWEST OF PIERRE, 2.9 KM (1.8 MI) NORTHWEST OF
 PT1203'FORT PIERRE, AND LIES APPROXIMATELY PARALLEL TO AND ALONG THE WEST
 PT1203'SIDE OF COUNTY HIGHWAY 1806.
 PT1203'
 PT1203'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 PT1203'SOUTH END. IT CONSISTS OF THE 0, 150, 800, AND 1400-METER POINTS.
 PT1203'THERE IS ALSO A 100-FOOT TAPE CALIBRATION STATION LOCATED AT THE SOUTH
 PT1203'DAKOTA DEPARTMENT OF TRANSPORTATION REGIONAL OFFICE ON THE EAST SIDE
 PT1203'OF PIERRE.
 PT1203'
 PT1203'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 83
 PT1203'AND U.S. HIGHWAY 14, ON THE NORTHWEST SIDE OF FT.PIERRE, GO NORTHWEST
 PT1203'ON U.S. HIGHWAY 14 FOR 1.13 KM (0.7 MI) TO THE INTERSECTION OF COUNTY
 PT1203'ROAD 1806 ON THE RIGHT. TURN RIGHT AND GO NORTH ON COUNTY ROAD 1806
 PT1203'FOR 0.43 KM (0.27 MI) TO THE 0-METER POINT ON THE LEFT.
 PT1203'
 PT1203'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 PT1203'STAMPED--1977 PIERRE 0 METER--, SET IN THE TOP OF A 33 CM (13 IN)
 PT1203'DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS
 PT1203'40.7 M (133.5 FT) SOUTHEAST OF A METAL WITNESS POST, 30.8 M (101.0 FT)
 PT1203'NORTHEAST OF A METAL WITNESS POST, 18.6 M (61.0 FT) EAST OF A BARBED
 PT1203'WIRE FENCE, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PT1203'AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 PT1203'
 PT1203'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 PT1203'ELEVATIONS ARE FOR CBL USE ONLY.
 PT1203'
 PT1203'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 PT1203'SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION
 PT1203'CONTACT THE SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION, ROADWAY DESIGN,
 PT1203'700 BROADWAY AVENUE EAST, PIERRE, SOUTH DAKOTA  57501. TELEPHONE (605)
 PT1203'773-3433.
 PT1203
 PT1203                          STATION RECOVERY (1990)
 PT1203
 PT1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PT1203'MARK IS COMPONENT OF THE PIERRE CALIBRATION BASE LINE LOCATED ABOUT
 PT1203'7.9 KM (4.91 MI) SOUTH OF OAHE DAM, 4.0 KM (2.49 MI)  WEST-NORTHWEST
 PT1203'OF PIERRE, AND 2.9 KM (1.80 MI) NORTHWEST OF FORT PIERRE, ALONG THE
 PT1203'WEST SIDE OF COUNTY ROAD 1806 IN SECTION 20 T 5 N R 31 E (OAHE DAM
 PT1203'7.5 MIN QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PT1203'
 PT1203'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND U.S. HIGHWAY 14 ON
 PT1203'THE NORTH SIDE OF FORT PIERRE, GO NORTHWEST ON U.S. HIGHWAY 14 FOR
 PT1203'1.13 KM (0.70 MI) TO THE INTERSECTION OF COUNTY ROAD 1806 ON THE
 PT1203'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.43 KM (0.27 MI) TO THE MARK ON
 PT1203'THE LEFT.
 PT1203'
 PT1203'MARK IS SET IN TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH
 PT1203'WITH THE GROUND.  IT IS 40.7 M (133.53 FT) SOUTHEAST OF A METAL
 PT1203'WITNESS POST, 30.8 M (101.05 FT) NORTHEAST OF A METAL WITNESS POST,
 PT1203'18.6 M (61.02 FT) EAST OF A BARBED WIRE FENCE, 15.1 M (49.54 FT) WEST
 PT1203'OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.66 FT) WEST OF A
 PT1203'CARSONITE WITNESS POST.
 PT1203'
 PT1203'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PT1203'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PT1203'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.
 PT1203
 PT1203                          STATION RECOVERY (1995)
 PT1203
 PT1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1203'3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1203'IN PIERRE, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG STATE HIGHWAY 1806,
 PT1203'302.5 M (992.5 FT) SOUTH OF MILEPOST 187, 50.4 M (165.4 FT) SOUTHEAST
 PT1203'OF A WITNESS POST, 30.7 M (100.7 FT) NORTHEAST OF A WITNESS POST, 18.4
 PT1203'M (60.4 FT) EAST OF A FENCE, 15.1 M (49.5 FT) WEST OF THE HIGHWAY
 PT1203'CENTERLINE, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 PT1203'FT) EAST OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND
 PT1203'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1206 ***********************************************************************
 PT1206  DESIGNATION -  PIERRE CBL 1400
 PT1206  PID         -  PT1206
 PT1206  STATE/COUNTY-  SD/STANLEY
 PT1206  COUNTRY     -  US
 PT1206  USGS QUAD   -  OAHE DAM (2017)
 PT1206
 PT1206                         *CURRENT SURVEY CONTROL
 PT1206  ______________________________________________________________________
 PT1206* NAD 83(1986) POSITION- 44 23 19.     (N) 100 23 44.     (W)   SCALED
 PT1206* NAVD 88 ORTHO HEIGHT -   444.004 (meters)     1456.70  (feet) ADJUSTED
 PT1206  ______________________________________________________________________
 PT1206  GEOID HEIGHT    -        -23.358 (meters)                     GEOID18
 PT1206  DYNAMIC HEIGHT  -        443.913 (meters)     1456.40  (feet) COMP
 PT1206  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 PT1206
 PT1206  VERT ORDER      -  FIRST     CLASS II
 PT1206
 PT1206.The horizontal coordinates were scaled from a map and have
 PT1206.an estimated accuracy of +/- 6 seconds.
 PT1206
 PT1206.The orthometric height was determined by differential leveling and
 PT1206.adjusted by the NATIONAL GEODETIC SURVEY
 PT1206.in October 1997.
 PT1206
 PT1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1206.GEOID18 height accuracy estimate available here.
 PT1206
 PT1206.Click photographs - Photos may exist for this station.
 PT1206
 PT1206.The dynamic height is computed by dividing the NAVD 88
 PT1206.geopotential number by the normal gravity value computed on the
 PT1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1206.degrees latitude (g = 980.6199 gals.).
 PT1206
 PT1206.The modeled gravity was interpolated from observed gravity values.
 PT1206
 PT1206;                    North         East    Units  Estimated Accuracy
 PT1206;SPC SD S     -   228,340.      595,040.      MT  (+/- 180 meters Scaled)
 PT1206
 PT1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ888159(NAD 83)
 PT1206
 PT1206                          SUPERSEDED SURVEY CONTROL
 PT1206
 PT1206.No superseded survey control is available for this station.
 PT1206
 PT1206_MARKER: DQ = CALIBRATION BASE LINE DISK
 PT1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1206_STAMPING: PIERRE BASELINE 1400 METER 1977
 PT1206_MARK LOGO: NGS
 PT1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1206+STABILITY: SURFACE MOTION
 PT1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1206+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PT1206
 PT1206  HISTORY     - Date     Condition        Report By
 PT1206  HISTORY     - 1977     MONUMENTED       SDDT
 PT1206  HISTORY     - 19900621 GOOD             NGS
 PT1206  HISTORY     - 19950930 GOOD             NGS
 PT1206
 PT1206                          STATION DESCRIPTION
 PT1206
 PT1206'DESCRIBED BY SD DEPT OF TRANSP 1977
 PT1206'THE BASE LINE IS LOCATED ABOUT 7.9 KM (4.9 MI) SOUTH OF OAHE DAM, 4.0
 PT1206'KM (2.5 MI) WEST-NORTHWEST OF PIERRE, 2.9 KM (1.8 MI) NORTHWEST OF
 PT1206'FORT PIERRE, AND LIES APPROXIMATELY PARALLEL TO AND ALONG THE WEST
 PT1206'SIDE OF COUNTY HIGHWAY 1806.
 PT1206'
 PT1206'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 PT1206'SOUTH END. IT CONSISTS OF THE 0, 150, 800, AND 1400-METER POINTS.
 PT1206'THERE IS ALSO A 100-FOOT TAPE CALIBRATION STATION LOCATED AT THE SOUTH
 PT1206'DAKOTA DEPARTMENT OF TRANSPORTATION REGIONAL OFFICE ON THE EAST SIDE
 PT1206'OF PIERRE.
 PT1206'
 PT1206'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 83
 PT1206'AND U.S. HIGHWAY 14, ON THE NORTHWEST SIDE OF FT.PIERRE, GO NORTHWEST
 PT1206'ON U.S. HIGHWAY 14 FOR 1.13 KM (0.7 MI) TO THE INTERSECTION OF COUNTY
 PT1206'ROAD 1806 ON THE RIGHT. TURN RIGHT AND GO NORTH ON COUNTY ROAD 1806
 PT1206'FOR 0.43 KM (0.27 MI) TO THE 0-METER POINT ON THE LEFT.
 PT1206'
 PT1206'THE 1400-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PT1206'STAMPED--PIERRE BASE LINE 1400 METERS 1977--, SET IN THE TOP OF A 30
 PT1206'CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE
 PT1206'GROUND. IT IS 40.8 M (133.9 FT) NORTHEAST OF A METAL WITNESS POST,
 PT1206'35.4 M (116.1 FT) SOUTHEAST OF A METAL WITNESS POST, 18.3 M (60.0 FT)
 PT1206'EAST OF A BARBED WIRE FENCE, 15.2 M (49.9 FT) WEST OF THE CENTERLINE
 PT1206'OF THE HIGHWAY, AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 PT1206'
 PT1206'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 PT1206'ELEVATIONS ARE FOR CBL USE ONLY.
 PT1206'
 PT1206'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 PT1206'SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION
 PT1206'CONTACT THE SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION, ROADWAY DESIGN,
 PT1206'700 BROADWAY AVENUE EAST, PIERRE, SOUTH DAKOTA  57501. TELEPHONE (605)
 PT1206'773-3433.
 PT1206
 PT1206                          STATION RECOVERY (1990)
 PT1206
 PT1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PT1206'MARK IS COMPONENT OF THE PIERRE CALIBRATION BASE LINE LOCATED ABOUT
 PT1206'7.9 KM (4.91 MI) SOUTH OF OAHE DAM, 4.0 KM (2.49 MI)  WEST-NORTHWEST
 PT1206'OF PIERRE, AND 2.9 KM (1.80 MI) NORTHWEST OF FORT PIERRE, ALONG THE
 PT1206'WEST SIDE OF COUNTY ROAD 1806 IN SECTION 20 T 5 N R 31 E (OAHE DAM
 PT1206'7.5 MIN QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PT1206'
 PT1206'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND U.S. HIGHWAY 14 ON
 PT1206'THE NORTH SIDE OF FORT PIERRE, GO NORTHWEST ON U.S. HIGHWAY 14 FOR
 PT1206'1.13 KM (0.70 MI) TO THE INTERSECTION OF COUNTY ROAD 1806 ON THE
 PT1206'RIGHT.  TURN RIGHT AND GO NORTH FOR 1.83 KM (1.14 MI) TO THE MARK ON
 PT1206'THE LEFT.
 PT1206'
 PT1206'THE MARK IS SET IN TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 PT1206'WITH THE GROUND.  IT IS 40.8 M (133.86 FT) NORTHEAST OF A METAL
 PT1206'WITNESS POST, 35.4 M (116.14 FT) SOUTHEAST OF A METAL WITNESS POST,
 PT1206'18.3 M (60.04 FT) EAST OF A BARBED WIRE FENCE, 15.2 M (49.87 FT) WEST
 PT1206'OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.66 FT) WEST OF A
 PT1206'CARSONITE WITNESS POST.
 PT1206'
 PT1206'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PT1206'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PT1206'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.
 PT1206
 PT1206                          STATION RECOVERY (1995)
 PT1206
 PT1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1206'3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1206'IN PIERRE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 1806,
 PT1206'517.2 M (1696.8 FT) SOUTH OF MILEPOST 188, 40.6 M (133.2 FT) NORTHEAST
 PT1206'OF A WITNESS POST, 35.3 M (115.8 FT) SOUTHEAST OF A WITNESS POST, 18.2
 PT1206'M (59.7 FT) EAST OF A FENCE, 15.3 M (50.2 FT) WEST OF THE HIGHWAY
 PT1206'CENTERLINE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 PT1206'FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 PT1206'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1204 ***********************************************************************
 PT1204  DESIGNATION -  PIERRE CBL 150
 PT1204  PID         -  PT1204
 PT1204  STATE/COUNTY-  SD/STANLEY
 PT1204  COUNTRY     -  US
 PT1204  USGS QUAD   -  OAHE DAM (2017)
 PT1204
 PT1204                         *CURRENT SURVEY CONTROL
 PT1204  ______________________________________________________________________
 PT1204* NAD 83(1986) POSITION- 44 22 38.     (N) 100 23 44.     (W)   SCALED
 PT1204* NAVD 88 ORTHO HEIGHT -   442.262 (meters)     1450.99  (feet) ADJUSTED
 PT1204  ______________________________________________________________________
 PT1204  GEOID HEIGHT    -        -23.396 (meters)                     GEOID18
 PT1204  DYNAMIC HEIGHT  -        442.171 (meters)     1450.69  (feet) COMP
 PT1204  MODELED GRAVITY -    980,399.4   (mgal)                       NAVD 88
 PT1204
 PT1204  VERT ORDER      -  FIRST     CLASS II
 PT1204
 PT1204.The horizontal coordinates were scaled from a map and have
 PT1204.an estimated accuracy of +/- 6 seconds.
 PT1204
 PT1204.The orthometric height was determined by differential leveling and
 PT1204.adjusted by the NATIONAL GEODETIC SURVEY
 PT1204.in October 1997.
 PT1204
 PT1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1204.GEOID18 height accuracy estimate available here.
 PT1204
 PT1204.Click photographs - Photos may exist for this station.
 PT1204
 PT1204.The dynamic height is computed by dividing the NAVD 88
 PT1204.geopotential number by the normal gravity value computed on the
 PT1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1204.degrees latitude (g = 980.6199 gals.).
 PT1204
 PT1204.The modeled gravity was interpolated from observed gravity values.
 PT1204
 PT1204;                    North         East    Units  Estimated Accuracy
 PT1204;SPC SD S     -   227,070.      595,040.      MT  (+/- 180 meters Scaled)
 PT1204
 PT1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ888147(NAD 83)
 PT1204
 PT1204                          SUPERSEDED SURVEY CONTROL
 PT1204
 PT1204.No superseded survey control is available for this station.
 PT1204
 PT1204_MARKER: DQ = CALIBRATION BASE LINE DISK
 PT1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1204_STAMPING: PIERRE 150 METERS 1977
 PT1204_MARK LOGO: NGS
 PT1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1204+STABILITY: SURFACE MOTION
 PT1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1204+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PT1204
 PT1204  HISTORY     - Date     Condition        Report By
 PT1204  HISTORY     - 1977     MONUMENTED       SDDT
 PT1204  HISTORY     - 19900621 GOOD             NGS
 PT1204  HISTORY     - 19950930 GOOD             NGS
 PT1204  HISTORY     - 20060815 MARK NOT FOUND   BROSZ
 PT1204
 PT1204                          STATION DESCRIPTION
 PT1204
 PT1204'DESCRIBED BY SD DEPT OF TRANSP 1977
 PT1204'THE BASE LINE IS LOCATED ABOUT 7.9 KM (4.9 MI) SOUTH OF OAHE DAM, 4.0
 PT1204'KM (2.5 MI) WEST-NORTHWEST OF PIERRE, 2.9 KM (1.8 MI) NORTHWEST OF
 PT1204'FORT PIERRE, AND LIES APPROXIMATELY PARALLEL TO AND ALONG THE WEST
 PT1204'SIDE OF COUNTY HIGHWAY 1806.
 PT1204'
 PT1204'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 PT1204'SOUTH END. IT CONSISTS OF THE 0, 150, 800, AND 1400-METER POINTS.
 PT1204'THERE IS ALSO A 100-FOOT TAPE CALIBRATION STATION LOCATED AT THE SOUTH
 PT1204'DAKOTA DEPARTMENT OF TRANSPORTATION REGIONAL OFFICE ON THE EAST SIDE
 PT1204'OF PIERRE.
 PT1204'
 PT1204'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 83
 PT1204'AND U.S. HIGHWAY 14, ON THE NORTHWEST SIDE OF FT.PIERRE, GO NORTHWEST
 PT1204'ON U.S. HIGHWAY 14 FOR 1.13 KM (0.7 MI) TO THE INTERSECTION OF COUNTY
 PT1204'ROAD 1806 ON THE RIGHT. TURN RIGHT AND GO NORTH ON COUNTY ROAD 1806
 PT1204'FOR 0.43 KM (0.27 MI) TO THE 0-METER POINT ON THE LEFT.
 PT1204'
 PT1204'THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 PT1204'STAMPED--1977 PIERRE 150 METERS--, SET IN THE TOP OF A 30 CM (12 IN)
 PT1204'DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS
 PT1204'35.4 M (116.1 FT) SOUTHEAST OF A METAL WITNESS POST, 33.6 M (110.2 FT)
 PT1204'NORTHEAST OF A METAL WITNESS POST, 18.4 M (60.4 FT) EAST OF A BARBED
 PT1204'WIRE FENCE, AND 15.2 M (49.9 FT) WEST OF THE CENTERLINE OF THE
 PT1204'HIGHWAY.
 PT1204'
 PT1204'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 PT1204'ELEVATIONS ARE FOR CBL USE ONLY.
 PT1204'
 PT1204'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 PT1204'SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION
 PT1204'CONTACT THE SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION, ROADWAY DESIGN,
 PT1204'700 BROADWAY AVENUE EAST, PIERRE, SOUTH DAKOTA  57501. TELEPHONE (605)
 PT1204'773-3433.
 PT1204
 PT1204                          STATION RECOVERY (1990)
 PT1204
 PT1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PT1204'MARK IS COMPONENT OF THE PIERRE CALIBRATION BASE LINE LOCATED ABOUT
 PT1204'7.9 KM (4.91 MI) SOUTH OF OAHE DAM, 4.0 KM (2.49 MI)  WEST-NORTHWEST
 PT1204'OF PIERRE, AND 2.9 KM (1.80 MI) NORTHWEST OF FORT PIERRE, ALONG THE
 PT1204'WEST SIDE OF COUNTY ROAD 1806 IN SECTION 20 T 5 N R 31 E (OAHE DAM
 PT1204'7.5 MIN QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PT1204'
 PT1204'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND U.S. HIGHWAY 14 ON
 PT1204'THE NORTH SIDE OF FORT PIERRE, GO NORTHWEST ON U.S. HIGHWAY 14 FOR
 PT1204'1.13 KM (0.70 MI) TO THE INTERSECTION OF COUNTY ROAD 1806 ON THE
 PT1204'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.58 KM (0.36 MI) TO THE MARK ON
 PT1204'THE LEFT.
 PT1204'
 PT1204'MARK IS SET IN TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 PT1204'WITH THE GROUND.  IT IS 35.4 M (116.14 FT) SOUTHEAST OF A METAL
 PT1204'WITNESS POST, 33.6 M (110.24 FT) NORTHEAST OF A METAL WITNESS POST,
 PT1204'18.4 M (60.37 FT) EAST OF A BARBED WIRE FENCE, AND 15.2 M (49.87 FT)
 PT1204'WEST OF THE CENTERLINE OF THE HIGHWAY.
 PT1204'
 PT1204'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PT1204'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PT1204'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.
 PT1204
 PT1204                          STATION RECOVERY (1995)
 PT1204
 PT1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1204'3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1204'IN PIERRE, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG STATE HIGHWAY 1806,
 PT1204'151.5 M (497.0 FT) SOUTH OF MILEPOST 187, 35.3 M (115.8 FT) SOUTHEAST
 PT1204'OF A WITNESS POST, 33.5 M (109.9 FT) NORTHEAST OF A WITNESS POST, 18.4
 PT1204'M (60.4 FT) EAST OF A FENCE, 15.2 M (49.9 FT) WEST OF THE HIGHWAY
 PT1204'CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 PT1204'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PT1204'SURFACE.
 PT1204
 PT1204                          STATION RECOVERY (2006)
 PT1204
 PT1204'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2006 (JRS)
 PT1204'SURFACE AND SUB-SURFACE MARK DESTROYED BY SANITARY SEWER CONSTRUCTION.
 PT1204'CONCRETE HAULED AWAY AS RUBBLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1205 ***********************************************************************
 PT1205  DESIGNATION -  PIERRE CBL 800
 PT1205  PID         -  PT1205
 PT1205  STATE/COUNTY-  SD/STANLEY
 PT1205  COUNTRY     -  US
 PT1205  USGS QUAD   -  OAHE DAM (2017)
 PT1205
 PT1205                         *CURRENT SURVEY CONTROL
 PT1205  ______________________________________________________________________
 PT1205* NAD 83(1986) POSITION- 44 22 59.     (N) 100 23 44.     (W)   SCALED
 PT1205* NAVD 88 ORTHO HEIGHT -   441.442 (meters)     1448.30  (feet) ADJUSTED
 PT1205  ______________________________________________________________________
 PT1205  GEOID HEIGHT    -        -23.377 (meters)                     GEOID18
 PT1205  DYNAMIC HEIGHT  -        441.351 (meters)     1448.00  (feet) COMP
 PT1205  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 PT1205
 PT1205  VERT ORDER      -  FIRST     CLASS II
 PT1205
 PT1205.The horizontal coordinates were scaled from a map and have
 PT1205.an estimated accuracy of +/- 6 seconds.
 PT1205
 PT1205.The orthometric height was determined by differential leveling and
 PT1205.adjusted by the NATIONAL GEODETIC SURVEY
 PT1205.in October 1997.
 PT1205
 PT1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1205.GEOID18 height accuracy estimate available here.
 PT1205
 PT1205.Click photographs - Photos may exist for this station.
 PT1205
 PT1205.The dynamic height is computed by dividing the NAVD 88
 PT1205.geopotential number by the normal gravity value computed on the
 PT1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1205.degrees latitude (g = 980.6199 gals.).
 PT1205
 PT1205.The modeled gravity was interpolated from observed gravity values.
 PT1205
 PT1205;                    North         East    Units  Estimated Accuracy
 PT1205;SPC SD S     -   227,720.      595,040.      MT  (+/- 180 meters Scaled)
 PT1205
 PT1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ888153(NAD 83)
 PT1205
 PT1205                          SUPERSEDED SURVEY CONTROL
 PT1205
 PT1205.No superseded survey control is available for this station.
 PT1205
 PT1205_MARKER: DQ = CALIBRATION BASE LINE DISK
 PT1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1205_STAMPING: PIERRE 800 METER 1977 CALIBRATION BASELINE
 PT1205_MARK LOGO: NGS
 PT1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1205+STABILITY: SURFACE MOTION
 PT1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1205+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PT1205
 PT1205  HISTORY     - Date     Condition        Report By
 PT1205  HISTORY     - 1977     MONUMENTED       SDDT
 PT1205  HISTORY     - 19900621 GOOD             NGS
 PT1205  HISTORY     - 19950930 GOOD             NGS
 PT1205
 PT1205                          STATION DESCRIPTION
 PT1205
 PT1205'DESCRIBED BY SD DEPT OF TRANSP 1977
 PT1205'THE BASE LINE IS LOCATED ABOUT 7.9 KM (4.9 MI) SOUTH OF OAHE DAM, 4.0
 PT1205'KM (2.5 MI) WEST-NORTHWEST OF PIERRE, 2.9 KM (1.8 MI) NORTHWEST OF
 PT1205'FORT PIERRE, AND LIES APPROXIMATELY PARALLEL TO AND ALONG THE WEST
 PT1205'SIDE OF COUNTY HIGHWAY 1806.
 PT1205'
 PT1205'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 PT1205'SOUTH END. IT CONSISTS OF THE 0, 150, 800, AND 1400-METER POINTS.
 PT1205'THERE IS ALSO A 100-FOOT TAPE CALIBRATION STATION LOCATED AT THE SOUTH
 PT1205'DAKOTA DEPARTMENT OF TRANSPORTATION REGIONAL OFFICE ON THE EAST SIDE
 PT1205'OF PIERRE.
 PT1205'
 PT1205'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 83
 PT1205'AND U.S. HIGHWAY 14, ON THE NORTHWEST SIDE OF FT.PIERRE, GO NORTHWEST
 PT1205'ON U.S. HIGHWAY 14 FOR 1.13 KM (0.7 MI) TO THE INTERSECTION OF COUNTY
 PT1205'ROAD 1806 ON THE RIGHT. TURN RIGHT AND GO NORTH ON COUNTY ROAD 1806
 PT1205'FOR 0.43 KM (0.27 MI) TO THE 0-METER POINT ON THE LEFT.
 PT1205'
 PT1205'THE 800-METER POINT IS A STATE OF SOUTH DAKOTA TRIANGULATION STATION
 PT1205'DISK STAMPED--1977 STA PIERRE CALIBRATION BASE LINE 800 METER--, SET
 PT1205'IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST FLUSH WITH THE
 PT1205'SURFACE OF THE GROUND. IT IS 36.1 M (118.4 FT) NORTHEAST OF A METAL
 PT1205'WITNESS POST, 33.8 M (110.9 FT) SOUTHEAST OF A METAL WITNESS POST,
 PT1205'18.3 M (60.0 FT) EAST OF A BARBED WIRE FENCE, 15.4 M (50.5 FT) WEST OF
 PT1205'THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS
 PT1205'WITNESS POST.
 PT1205'
 PT1205'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 PT1205'ELEVATIONS ARE FOR CBL USE ONLY.
 PT1205'
 PT1205'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 PT1205'SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION
 PT1205'CONTACT THE SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION, ROADWAY DESIGN,
 PT1205'700 BROADWAY AVENUE EAST, PIERRE, SOUTH DAKOTA  57501. TELEPHONE (605)
 PT1205'773-3433.
 PT1205
 PT1205                          STATION RECOVERY (1990)
 PT1205
 PT1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PT1205'MARK IS COMPONENT OF THE PIERRE CALIBRATION BASE LINE LOCATED ABOUT
 PT1205'7.9 KM (4.91 MI) SOUTH OF OAHE DAM, 4.0 KM (2.49 MI)  WEST-NORTHWEST
 PT1205'OF PIERRE, AND 2.9 KM (1.80 MI) NORTHWEST OF FORT PIERRE, ALONG THE
 PT1205'WEST SIDE OF COUNTY ROAD 1806 IN SECTION 20 T 5 N R 31 E (OAHE DAM
 PT1205'7.5 MIN QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PT1205'
 PT1205'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND U.S. HIGHWAY 14 ON
 PT1205'THE NORTH SIDE OF FORT PIERRE, GO NORTHWEST ON U.S. HIGHWAY 14 FOR
 PT1205'1.13 KM (0.70 MI) TO THE INTERSECTION OF COUNTY ROAD 1806 ON THE
 PT1205'RIGHT.  TURN RIGHT AND GO NORTH FOR 1.23 KM (0.76 MI) TO THE MARK ON
 PT1205'THE LEFT.
 PT1205'
 PT1205'THE MARK IS SET IN TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST FLUSH
 PT1205'WITH THE GROUND.  IT IS 36.1 M (118.44 FT) NORTHEAST OF A METAL
 PT1205'WITNESS POST, 33.8 M (110.89 FT) SOUTHEAST OF A METAL WITNESS POST,
 PT1205'18.3 M (60.04 FT) EAST OF A BARBED WIRE FENCE, 15.4 M (50.52 FT) WEST
 PT1205'OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.66 FT) WEST OF A
 PT1205'CARSONITE WITNESS POST.
 PT1205'
 PT1205'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PT1205'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PT1205'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.
 PT1205
 PT1205                          STATION RECOVERY (1995)
 PT1205
 PT1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1205'3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1205'IN PIERRE, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG STATE HIGHWAY 1806,
 PT1205'505.3 M (1657.8 FT) NORTH OF MILEPOST 187, 36.0 M (118.1 FT) NORTHEAST
 PT1205'OF A WITNESS POST, 33.5 M (109.9 FT) SOUTHEAST OF A WITNESS POST, 18.3
 PT1205'M (60.0 FT) EAST OF A FENCE, 15.4 M (50.5 FT) WEST OF THE HIGHWAY
 PT1205'CENTERLINE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 PT1205'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PT1205'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1036 ***********************************************************************
 PT1036  DESIGNATION -  PIERRE EAST BASE
 PT1036  PID         -  PT1036
 PT1036  STATE/COUNTY-  SD/HUGHES
 PT1036  COUNTRY     -  US
 PT1036  USGS QUAD   -  PIERRE (2017)
 PT1036
 PT1036                         *CURRENT SURVEY CONTROL
 PT1036  ______________________________________________________________________
 PT1036* NAD 83(1996) POSITION- 44 20 48.89205(N) 100 17 09.22835(W)   ADJUSTED
 PT1036* NAVD 88 ORTHO HEIGHT -   436.    (meters)     1430.    (feet) SCALED
 PT1036  ______________________________________________________________________
 PT1036  GEOID HEIGHT    -        -23.550 (meters)                     GEOID18
 PT1036  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 PT1036  HORZ ORDER      -  THIRD
 PT1036
 PT1036.The horizontal coordinates were established by classical geodetic methods
 PT1036.and adjusted by the National Geodetic Survey in January 1998.
 PT1036
 PT1036.The orthometric height was scaled from a topographic map.
 PT1036
 PT1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1036.GEOID18 height accuracy estimate available here.
 PT1036
 PT1036.Click photographs - Photos may exist for this station.
 PT1036
 PT1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1036
 PT1036. The following values were computed from the NAD 83(1996) position.
 PT1036
 PT1036;                    North         East     Units Scale Factor Converg.
 PT1036;SPC SD S     -   223,701.891   603,782.421   MT  0.99998775   +0 01 57.8
 PT1036;SPC SD S     -   733,928.62  1,980,909.49   sFT  0.99998775   +0 01 57.8
 PT1036;UTM  14      - 4,911,209.054   397,506.768   MT  0.99972919   -0 53 56.1
 PT1036
 PT1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1036!SPC SD S     -   0.99993528  x   0.99998775  =   0.99992303
 PT1036!UTM  14      -   0.99993528  x   0.99972919  =   0.99966448
 PT1036
 PT1036:                Primary Azimuth Mark                     Grid Az
 PT1036:SPC SD S     -  PIERRE WEST BASE                         284 00 45.4
 PT1036:UTM  14      -  PIERRE WEST BASE                         284 56 39.3
 PT1036
 PT1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9750611209(NAD 83)
 PT1036
 PT1036|---------------------------------------------------------------------|
 PT1036| PID    Reference Object                     Distance      Geod. Az  |
 PT1036|                                                           dddmmss.s |
 PT1036| PT1041 PIERRE WEST BASE                    APPROX. 3.7 KM 2840243.2 |
 PT1036|---------------------------------------------------------------------|
 PT1036
 PT1036                          SUPERSEDED SURVEY CONTROL
 PT1036
 PT1036  NAD 83(1986)-  44 20 48.88797(N)    100 17 09.23288(W) AD(       ) 3
 PT1036  NAD 27      -  44 20 48.94600(N)    100 17 07.75300(W) AD(       ) 3
 PT1036  MORC        -  44 20 46.24000(N)    100 17 07.56000(W) AD(       ) 3
 PT1036
 PT1036.Superseded values are not recommended for survey control.
 PT1036
 PT1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1036.See file dsdata.pdf to determine how the superseded data were derived.
 PT1036
 PT1036_MARKER: Z = SEE DESCRIPTION
 PT1036_SETTING: 0 = UNSPECIFIED SETTING
 PT1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1036
 PT1036  HISTORY     - Date     Condition        Report By
 PT1036  HISTORY     - 1889     MONUMENTED       MORC
 PT1036  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT1036
 PT1036                          STATION DESCRIPTION
 PT1036
 PT1036'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1036'PIERRE EAST BASE IS ON LEFT BANK, IN THE BOTTOM, 12,000 FEET
 PT1036'S. 75 DEG 57 MIN E. FROM STATION WEST BASE, 800 FEET WEST
 PT1036'FROM FARMHOUSE IN BOTTOM, AND 1,603 FEET FROM THE CHICAGO AND
 PT1036'NORTHWESTERN RAILWAY.
 PT1036
 PT1036                          STATION RECOVERY (1973)
 PT1036
 PT1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WKM)
 PT1036'NOT FOUND DUE TO INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1035 ***********************************************************************
 PT1035  DESIGNATION -  PIERRE INDIAN SCHOOL TANK
 PT1035  PID         -  PT1035
 PT1035  STATE/COUNTY-  SD/HUGHES
 PT1035  COUNTRY     -  US
 PT1035  USGS QUAD   -  PIERRE (2017)
 PT1035
 PT1035                         *CURRENT SURVEY CONTROL
 PT1035  ______________________________________________________________________
 PT1035* NAD 83(1996) POSITION- 44 21 05.96301(N) 100 18 32.26956(W)   ADJUSTED
 PT1035  ______________________________________________________________________
 PT1035  GEOID HEIGHT    -        -23.524 (meters)                     GEOID18
 PT1035  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 PT1035  HORZ ORDER      -  THIRD
 PT1035
 PT1035.The horizontal coordinates were established by classical geodetic methods
 PT1035.and adjusted by the National Geodetic Survey in January 1998.
 PT1035
 PT1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1035.GEOID18 height accuracy estimate available here.
 PT1035
 PT1035.Click photographs - Photos may exist for this station.
 PT1035
 PT1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1035
 PT1035. The following values were computed from the NAD 83(1996) position.
 PT1035
 PT1035;                    North         East     Units Scale Factor Converg.
 PT1035;SPC SD S     -   224,228.009   601,942.987   MT  0.99998881   +0 01 00.5
 PT1035;SPC SD S     -   735,654.73  1,974,874.62   sFT  0.99998881   +0 01 00.5
 PT1035;UTM  14      - 4,911,764.873   395,676.603   MT  0.99973384   -0 54 54.5
 PT1035
 PT1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9567611764(NAD 83)
 PT1035
 PT1035                          SUPERSEDED SURVEY CONTROL
 PT1035
 PT1035  NAD 83(1986)-  44 21 05.95833(N)    100 18 32.27390(W) AD(       ) 3
 PT1035  NAD 27      -  44 21 06.02000(N)    100 18 30.77000(W) AD(       ) 3
 PT1035
 PT1035.Superseded values are not recommended for survey control.
 PT1035
 PT1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1035.See file dsdata.pdf to determine how the superseded data were derived.
 PT1035
 PT1035_MARKER: 53 = ELEVATED TANK
 PT1035
 PT1035  HISTORY     - Date     Condition        Report By
 PT1035  HISTORY     - 1945     FIRST OBSERVED   CGS
 PT1035  HISTORY     - 1948     GOOD             CGS
 PT1035
 PT1035                          STATION DESCRIPTION
 PT1035
 PT1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 PT1035'THE STATION IS LOCATED 2.15 MILE SOUTHEAST OF THE CITY OF PIERRE
 PT1035'AND 0.3 MILE SOUTH OF STATE HIGHWAY 34.  IT IS ON THE GROUNDS
 PT1035'OF THE PIERRE INDIAN SCHOOL, 64 FEET SOUTH OF THE SOUTHWEST
 PT1035'CORNER OF THE BRICK HEATING PLANT BUILDING AND 50 FEET SOUTH OF
 PT1035'A SMALL WATER TANK THAT IS ABOUT 50 FEET HIGH.  THE WATER TANK
 PT1035'IS A FOUR LEGGED STEEL STRUCTURE PAINTED GREY AND 110 FEET HIGH.
 PT1035'THE POINT INTERSECTED WAS A SMALL IRON BALL AT THE APEX OF
 PT1035'THE ROOF.
 PT1035'
 PT1035'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO SOUTHEAST
 PT1035'ON CAPITOL STREET 6 BLOCK AND THE JUNCTION OF STATE HIGHWAY 34.
 PT1035'THEN STRAIGHT AHEAD ON STATE HIGHWAY 34 FOR 1.4 MILES TO
 PT1035'A T ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO THE WATER TANK
 PT1035'ON THE RIGHT AS DESCRIBED.
 PT1035
 PT1035                          STATION RECOVERY (1948)
 PT1035
 PT1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1035'STATION RECOVERED AND FOUND AS DESCRIBED.  THE ORIGINAL
 PT1035'DESCRIPTION IS ACCURATE AND ADEQUATE.  DESCRIPTION FOLLOWS--
 PT1035'
 PT1035'STATION IS LOCATED 2.15 MILES SOUTHEAST OF THE CITY OF PIERRE,
 PT1035'AND 0.3 MILE SOUTH OF STATE HIGHWAY 34.  IT IS ON THE GROUNDS
 PT1035'OF THE PIERRE INDIAN SCHOOL, 64 FEET SOUTH OF THE SOUTHWEST
 PT1035'CORNER OF THE BRICK HEATING-PLANT BUILDING, AND 50 FEET SOUTH
 PT1035'OF A SMALL WATER TANK THAT IS ABOUT 50 FEET HIGH.  THE WATER TANK
 PT1035'IS A FOUR-LEGGED STEEL STRUCTURE PAINTED GREY AND IS 110 FEET
 PT1035'HIGH.  THE POINT INTERSECTED WAS A SMALL IRON BALL AT THE APEX
 PT1035'OF THE ROOF.
 PT1035'
 PT1035'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO SOUTHEAST
 PT1035'ON CAPITOL AVENUE FOR 6 BLOCKS TO THE JUNCTION OF STATE HIGHWAY
 PT1035'34, THEN STRAIGHT AHEAD ON STATE HIGHWAY 34 FOR 1.4 MILES TO
 PT1035'A SIDE ROAD ON THE RIGHT.  THEN RIGHT FOR 0.3 MILE TO THE
 PT1035'STATION ON THE RIGHT.
 PT1035'
 PT1035'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1025 ***********************************************************************
 PT1025  DESIGNATION -  PIERRE MICROWAVE MAST
 PT1025  PID         -  PT1025
 PT1025  STATE/COUNTY-  SD/HUGHES
 PT1025  COUNTRY     -  US
 PT1025  USGS QUAD   -  PIERRE NE (2017)
 PT1025
 PT1025                         *CURRENT SURVEY CONTROL
 PT1025  ______________________________________________________________________
 PT1025* NAD 83(1996) POSITION- 44 25 17.87162(N) 100 20 55.75384(W)   ADJUSTED
 PT1025  ______________________________________________________________________
 PT1025  GEOID HEIGHT    -        -23.276 (meters)                     GEOID18
 PT1025  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 PT1025  HORZ ORDER      -  THIRD
 PT1025
 PT1025.The horizontal coordinates were established by classical geodetic methods
 PT1025.and adjusted by the National Geodetic Survey in January 1998.
 PT1025
 PT1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1025.GEOID18 height accuracy estimate available here.
 PT1025
 PT1025.Click photographs - Photos may exist for this station.
 PT1025
 PT1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1025
 PT1025. The following values were computed from the NAD 83(1996) position.
 PT1025
 PT1025;                    North         East     Units Scale Factor Converg.
 PT1025;SPC SD S     -   232,003.379   598,766.656   MT  1.00000524   -0 00 38.5
 PT1025;SPC SD S     -   761,164.42  1,964,453.60   sFT  1.00000524   -0 00 38.5
 PT1025;UTM  14      - 4,919,588.890   392,628.052   MT  0.99974178   -0 56 39.0
 PT1025
 PT1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9262819588(NAD 83)
 PT1025
 PT1025                          SUPERSEDED SURVEY CONTROL
 PT1025
 PT1025  NAD 83(1986)-  44 25 17.86659(N)    100 20 55.75795(W) AD(       ) 3
 PT1025  NAD 27      -  44 25 17.93580(N)    100 20 54.28428(W) AD(       ) 3
 PT1025
 PT1025.Superseded values are not recommended for survey control.
 PT1025
 PT1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1025.See file dsdata.pdf to determine how the superseded data were derived.
 PT1025
 PT1025_MARKER: 45 = MICROWAVE TOWER
 PT1025
 PT1025  HISTORY     - Date     Condition        Report By
 PT1025  HISTORY     - 1968     FIRST OBSERVED   CGS
 PT1025  HISTORY     - 19820527 GOOD             NGS
 PT1025
 PT1025                          STATION DESCRIPTION
 PT1025
 PT1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PT1025'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF PIERRE.
 PT1025'IT IS OF STEEL STRUCTURE ABOUT 200 FEET HIGH, HAS 4 LEGS AND
 PT1025'IS PAINTED RED AND WHITE.  THERE ARE TWO LARGE REFLECTORS
 PT1025'NEAR THE TOP OF THE TOWER.
 PT1025'
 PT1025'THE POINT INTERSECTED WAS THE CENTER OF THE TOWER.
 PT1025'
 PT1025'TO REACH FROM THE ST CHARLES HOTEL IN PIERRE, GO NORTHEASTERLY
 PT1025'ON U.S. HIGHWAYS NO. 14 AND 183 FOR 1.3 MILES TO FORKS.  TAKE
 PT1025'LEFT FORK AND GO NORTHERLY FOR 2.8 MILE TO TOWER ON RIGHT
 PT1025'ABOUT 0.4 MILE EAST OF THE ROAD.
 PT1025'
 PT1025'NOTE--THIS STATION WAS OBSERVED FROM STATIONS RISE 3 1967,
 PT1025'MATTHEIS 1934, AND INGHAM (MO.R.C.) 1945.
 PT1025
 PT1025                          STATION RECOVERY (1982)
 PT1025
 PT1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT1025'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1968 DESCRIPTIVE TEXT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1024 ***********************************************************************
 PT1024  DESIGNATION -  PIERRE S DAK CENTER MONUMENT
 PT1024  PID         -  PT1024
 PT1024  STATE/COUNTY-  SD/HUGHES
 PT1024  COUNTRY     -  US
 PT1024  USGS QUAD   -  PIERRE NE (2017)
 PT1024
 PT1024                         *CURRENT SURVEY CONTROL
 PT1024  ______________________________________________________________________
 PT1024* NAD 83(1996) POSITION- 44 25 20.46643(N) 100 21 05.20354(W)   ADJUSTED
 PT1024  ______________________________________________________________________
 PT1024  GEOID HEIGHT    -        -23.272 (meters)                     GEOID18
 PT1024  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 PT1024  HORZ ORDER      -  THIRD
 PT1024
 PT1024.The horizontal coordinates were established by classical geodetic methods
 PT1024.and adjusted by the National Geodetic Survey in January 1998.
 PT1024
 PT1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1024.GEOID18 height accuracy estimate available here.
 PT1024
 PT1024.Click photographs - Photos may exist for this station.
 PT1024
 PT1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1024
 PT1024. The following values were computed from the NAD 83(1996) position.
 PT1024
 PT1024;                    North         East     Units Scale Factor Converg.
 PT1024;SPC SD S     -   232,083.515   598,557.635   MT  1.00000542   -0 00 45.0
 PT1024;SPC SD S     -   761,427.33  1,963,767.84   sFT  1.00000542   -0 00 45.0
 PT1024;UTM  14      - 4,919,672.399   392,420.419   MT  0.99974233   -0 56 45.7
 PT1024
 PT1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9242019672(NAD 83)
 PT1024
 PT1024                          SUPERSEDED SURVEY CONTROL
 PT1024
 PT1024  NAD 83(1986)-  44 25 20.46110(N)    100 21 05.20778(W) AD(       ) 3
 PT1024  NAD 27      -  44 25 20.52800(N)    100 21 03.71900(W) AD(       ) 3
 PT1024
 PT1024.Superseded values are not recommended for survey control.
 PT1024
 PT1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1024.See file dsdata.pdf to determine how the superseded data were derived.
 PT1024
 PT1024_MARKER: 70 = MONUMENT
 PT1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1024
 PT1024  HISTORY     - Date     Condition        Report By
 PT1024  HISTORY     - 1945     FIRST OBSERVED   CGS
 PT1024
 PT1024                          STATION DESCRIPTION
 PT1024
 PT1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1024'STATION IS LOCATED ABOUT 3 MILES N OF THE CITY OF PIERRE AND ON
 PT1024'A HIGH BLUFF THAT IS KNOWN AS SNAKE BUTTE.  THE MONUMENT IS
 PT1024'A CONCRETE STRUCTURE 20 FEET HIGH.  THE BASE OF THE MONUMENT IS
 PT1024'6 FEET SQUARE AND IT TAPERS OFF TO A POINT AT THE TOP.  IT
 PT1024'WAS ERECTED BY CHARLES L. HYDE AND DOANE ROBINSON IN 1923.
 PT1024'ON THE W SIDE OF THE MONUMENT IS A METAL PLATE WITH THE
 PT1024'FOLLOWING LETTERS INSCRIBED CENTER OF SOUTH DAKOTA AND
 PT1024'APPROXIMATE CENTER OF NORTH AMERICA.
 PT1024'
 PT1024'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PT1024'CENTER TO CENTER MONUMENT.  IT IS 8.882 METERS (29.14 FEET)
 PT1024'W OF TRIANGULATION STATION CENTER.
 PT1024'
 PT1024'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO S 1 BLOCK
 PT1024'TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 14, THENCE N AND E ON
 PT1024'U.S. HIGHWAY 83 AND 14 FOR 1.3 MILES TO A T-ROAD LEFT, TURN LEFT
 PT1024'AND GO 2.6 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 0.1 MILE
 PT1024'TO THE CENTER MONUMENT ON THE RIGHT AS DESCRIBED.
 PT1024'
 PT1024'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1038 ***********************************************************************
 PT1038  DESIGNATION -  PIERRE S DAK ST CAPITOL DOME
 PT1038  PID         -  PT1038
 PT1038  STATE/COUNTY-  SD/HUGHES
 PT1038  COUNTRY     -  US
 PT1038  USGS QUAD   -  PIERRE (2017)
 PT1038
 PT1038                         *CURRENT SURVEY CONTROL
 PT1038  ______________________________________________________________________
 PT1038* NAD 83(1996) POSITION- 44 22 01.41816(N) 100 20 46.76322(W)   ADJUSTED
 PT1038  ______________________________________________________________________
 PT1038  GEOID HEIGHT    -        -23.454 (meters)                     GEOID18
 PT1038  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 PT1038  HORZ ORDER      -  THIRD
 PT1038
 PT1038.The horizontal coordinates were established by classical geodetic methods
 PT1038.and adjusted by the National Geodetic Survey in January 1998.
 PT1038
 PT1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1038.GEOID18 height accuracy estimate available here.
 PT1038
 PT1038.Click photographs - Photos may exist for this station.
 PT1038
 PT1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1038
 PT1038. The following values were computed from the NAD 83(1996) position.
 PT1038
 PT1038;                    North         East     Units Scale Factor Converg.
 PT1038;SPC SD S     -   225,939.493   598,964.592   MT  0.99999230   -0 00 32.3
 PT1038;SPC SD S     -   741,269.82  1,965,103.00   sFT  0.99999230   -0 00 32.3
 PT1038;UTM  14      - 4,913,524.143   392,727.194   MT  0.99974152   -0 56 29.4
 PT1038
 PT1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9272713524(NAD 83)
 PT1038
 PT1038                          SUPERSEDED SURVEY CONTROL
 PT1038
 PT1038  NAD 83(1986)-  44 22 01.41330(N)    100 20 46.76714(W) AD(       ) 3
 PT1038  NAD 27      -  44 22 01.47800(N)    100 20 45.28300(W) AD(       ) 3
 PT1038
 PT1038.Superseded values are not recommended for survey control.
 PT1038
 PT1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1038.See file dsdata.pdf to determine how the superseded data were derived.
 PT1038
 PT1038_MARKER: 87 = DOME
 PT1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT1038+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 PT1038
 PT1038  HISTORY     - Date     Condition        Report By
 PT1038  HISTORY     - 1934     FIRST OBSERVED   CGS
 PT1038  HISTORY     - 1945     GOOD             CGS
 PT1038  HISTORY     - 1947     GOOD             CGS
 PT1038  HISTORY     - 1948     GOOD             CGS
 PT1038  HISTORY     - 1966     GOOD             CGS
 PT1038  HISTORY     - 1977     GOOD             NGS
 PT1038  HISTORY     - 1982     GOOD             NGS
 PT1038  HISTORY     - 20050713 GOOD             GEOCAC
 PT1038  HISTORY     - 20080626 GOOD             GEOCAC
 PT1038  HISTORY     - 20120710 GOOD             GEOCAC
 PT1038
 PT1038                          STATION DESCRIPTION
 PT1038
 PT1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1038'STATION IS A THREE-STORY, GREY STONE, RECTANGULAR BUILDING
 PT1038'ABOUT 200 FEET LONG AND 150 FEET WIDE.  IT HAS A LARGE DOME
 PT1038'ON ITS ROOF OVER THE CENTER OF THE BUILDING.  THE ROOF COVERING
 PT1038'IS A DARK BROWN IN COLOR.  THE DOME IS SURMOUNTED BY A SMALL
 PT1038'CUPOLA.
 PT1038'
 PT1038'THE BUILDING IS LOCATED ON CAPITOL AVENUE, ABOUT THREE BLOCKS
 PT1038'E OF THE BUSINESS DISTRICT OF PIERRE.  IT CAN BE SEEN FROM
 PT1038'ANY POINT IN THE CITY.
 PT1038'
 PT1038'FINIAL OF CUPOLA ON DOME USED FOR INTERSECTION POINT.
 PT1038
 PT1038                          STATION RECOVERY (1945)
 PT1038
 PT1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1038'STATION IS LOCATED FOUR BLOCKS SE OF THE PIERRE POST OFFICE
 PT1038'AND ABOUT 200 FEET N OF THE APPROXIMATE CENTER LINE OF CAPITOL
 PT1038'AVENUE.
 PT1038'
 PT1038'THE BUILDING IS A GREY STUCCO STRUCTURE WITH A LARGE GREENISH
 PT1038'COLORED DOME.  THE BALL AT THE EXTREME TOP OF THE DOME WAS
 PT1038'THE POINT INTERSECTED.
 PT1038'
 PT1038'THIS IS AN INTERSECTION STATION.
 PT1038
 PT1038                          STATION RECOVERY (1947)
 PT1038
 PT1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 PT1038'DESCRIPTION ADEQUATE.
 PT1038
 PT1038                          STATION RECOVERY (1948)
 PT1038
 PT1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1038'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION
 PT1038'THAT IT IS A STONE STRUCTURE INSTEAD OF A STUCCO STRUCTURE.
 PT1038'DESCRIPTION FOLLOWS--
 PT1038'
 PT1038'STATION IS LOCATED NEAR THE EASTERN EDGE OF THE CITY OF
 PT1038'PIERRE AND ABOUT 200 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PT1038'OF CAPITOL AVENUE.
 PT1038'
 PT1038'THE BUILDING IS A GRAY STONE STRUCTURE WITH A LARGE GREENISH
 PT1038'COLORED DOME.  THE BALL AT THE EXTREME TOP OF THE DOME WAS
 PT1038'THE POINT INTERSECTED.
 PT1038'
 PT1038'THIS IS AN INTERSECTION STATION.
 PT1038
 PT1038                          STATION RECOVERY (1966)
 PT1038
 PT1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PT1038'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1038'
 PT1038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PIERRE
 PT1038
 PT1038                          STATION RECOVERY (1977)
 PT1038
 PT1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PT1038'RECOVERED AS DESCRIBED.
 PT1038'
 PT1038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PIERRE.
 PT1038
 PT1038                          STATION RECOVERY (1982)
 PT1038
 PT1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 PT1038'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1038'
 PT1038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PIERRE.
 PT1038
 PT1038                          STATION RECOVERY (2005)
 PT1038
 PT1038'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 PT1038'RECOVERED IN GOOD CONDITION.
 PT1038
 PT1038                          STATION RECOVERY (2008)
 PT1038
 PT1038'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 PT1038'RECOVERED IN GOOD CONDITION.
 PT1038
 PT1038                          STATION RECOVERY (2012)
 PT1038
 PT1038'RECOVERY NOTE BY GEOCACHING 2012 (RFC)
 PT1038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1023 ***********************************************************************
 PT1023  DESIGNATION -  PIERRE S DAK STATE POLICE MAST
 PT1023  PID         -  PT1023
 PT1023  STATE/COUNTY-  SD/HUGHES
 PT1023  COUNTRY     -  US
 PT1023  USGS QUAD   -  PIERRE NE (2017)
 PT1023
 PT1023                         *CURRENT SURVEY CONTROL
 PT1023  ______________________________________________________________________
 PT1023* NAD 83(1996) POSITION- 44 25 23.92748(N) 100 21 15.21417(W)   ADJUSTED
 PT1023  ______________________________________________________________________
 PT1023  GEOID HEIGHT    -        -23.268 (meters)                     GEOID18
 PT1023  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 PT1023  HORZ ORDER      -  THIRD
 PT1023
 PT1023.The horizontal coordinates were established by classical geodetic methods
 PT1023.and adjusted by the National Geodetic Survey in January 1998.
 PT1023
 PT1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1023.GEOID18 height accuracy estimate available here.
 PT1023
 PT1023.Click photographs - Photos may exist for this station.
 PT1023
 PT1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1023
 PT1023. The following values were computed from the NAD 83(1996) position.
 PT1023
 PT1023;                    North         East     Units Scale Factor Converg.
 PT1023;SPC SD S     -   232,190.399   598,336.217   MT  1.00000565   -0 00 51.9
 PT1023;SPC SD S     -   761,778.00  1,963,041.41   sFT  1.00000565   -0 00 51.9
 PT1023;UTM  14      - 4,919,782.847   392,200.829   MT  0.99974291   -0 56 52.8
 PT1023
 PT1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9220019782(NAD 83)
 PT1023
 PT1023                          SUPERSEDED SURVEY CONTROL
 PT1023
 PT1023  NAD 83(1986)-  44 25 23.92219(N)    100 21 15.21804(W) AD(       ) 3
 PT1023  NAD 27      -  44 25 23.99100(N)    100 21 13.73700(W) AD(       ) 3
 PT1023
 PT1023.Superseded values are not recommended for survey control.
 PT1023
 PT1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1023.See file dsdata.pdf to determine how the superseded data were derived.
 PT1023
 PT1023_MARKER: 42 = RADIO/TV MAST
 PT1023
 PT1023  HISTORY     - Date     Condition        Report By
 PT1023  HISTORY     - 1945     FIRST OBSERVED   CGS
 PT1023  HISTORY     - 1947     GOOD             CGS
 PT1023  HISTORY     - 1948     GOOD             CGS
 PT1023  HISTORY     - 19820527 GOOD             NGS
 PT1023
 PT1023                          STATION DESCRIPTION
 PT1023
 PT1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1023'THE STATION IS LOCATED ABOUT 3 MILES N OF THE CITY OF PIERRE
 PT1023'AND ON A HIGH BLUFF THAT IS KNOWN AS SNAKE BUTTE.  THE STATION
 PT1023'IS A FABRICATED STEEL MAST 400 FEET HIGH AND IS PAINTED RED
 PT1023'AND WHITE.  THE POINT INTERSECTED WAS THE EXTREME TOP OF
 PT1023'THE MAST.
 PT1023'
 PT1023'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO S 1
 PT1023'BLOCK TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 14, THENCE N
 PT1023'AND E ON U.S. HIGHWAY 83 AND 14 FOR 1.3 MILES TO A GRAVELED
 PT1023'T-ROAD LEFT, TURN LEFT AND GO 2.6 MILES TO A T-ROAD LEFT,
 PT1023'TURN LEFT AND GO 0.1 MILE TO THE SOUTH DAKOTA STATE CENTER
 PT1023'MONUMENT ON THE RIGHT AND A WIRE GATE ON THE LEFT.  PASS
 PT1023'THROUGH GATE AND GO IN A NW DIRECTION FOR 0.2 MILE TO THE
 PT1023'RADIO MAST AS DESCRIBED.
 PT1023'
 PT1023'THIS IS AN INTERSECTION STATION.
 PT1023
 PT1023                          STATION RECOVERY (1947)
 PT1023
 PT1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 PT1023'DESCRIPTION ADEQUATE, MAST HAS BEEN LOWERED TO 200 FEET.
 PT1023
 PT1023                          STATION RECOVERY (1948)
 PT1023
 PT1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1023'STATION RECOVERED AND FOUND AS DESCRIBED.  THE ORIGINAL
 PT1023'DESCRIPTION IS ACCURATE AND ADEQUATE.  DESCRIPTION FOLLOWS--
 PT1023'
 PT1023'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CITY OF PIERRE
 PT1023'AND ON A HIGH BLUFF THAT IS KNOWN AS SNAKE BUTTE.  THE STATION
 PT1023'IS A FABRICATED STEEL MAST 400 FEET HIGH AND IS PAINTED RED
 PT1023'AND WHITE.  THE POINT INTERSECTED WAS THE EXTREME TOP OF
 PT1023'THE MAST.
 PT1023'
 PT1023'TO REACH THE STATION FROM THE PIERRE POST OFFICE, GO SOUTH
 PT1023'1 BLOCK TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 14, THENCE
 PT1023'NORTH AND EAST ON U.S. HIGHWAY 83 AND 14 FOR 1.3 MILES TO A
 PT1023'GRAVELED T-ROAD LEFT, TURN LEFT AND GO 2.6 MILES TO A T-ROAD
 PT1023'LEFT, TURN LEFT AND GO 0.1 MILE TO THE SOUTH DAKOTA STATE
 PT1023'CENTER MONUMENT ON THE RIGHT AND A WIRE GATE ON THE LEFT.  PASS
 PT1023'THROUGH GATE AND GO IN A NORTHWEST DIRECTION FOR 0.2 MILE
 PT1023'TO THE RADIO MAST AS DESCRIBED.
 PT1023'
 PT1023'THIS IS AN INTERSECTION STATION.
 PT1023
 PT1023                          STATION RECOVERY (1982)
 PT1023
 PT1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT1023'THE STATION WAS RECOVERED AS DESCRIBED IN THE OLD DESCRIPTIVE TEXT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1041 ***********************************************************************
 PT1041  DESIGNATION -  PIERRE WEST BASE
 PT1041  PID         -  PT1041
 PT1041  STATE/COUNTY-  SD/HUGHES
 PT1041  COUNTRY     -  US
 PT1041  USGS QUAD   -  PIERRE (2017)
 PT1041
 PT1041                         *CURRENT SURVEY CONTROL
 PT1041  ______________________________________________________________________
 PT1041* NAD 83(1996) POSITION- 44 21 17.61904(N) 100 19 49.44751(W)   ADJUSTED
 PT1041* NAVD 88 ORTHO HEIGHT -   436.    (meters)     1430.    (feet) SCALED
 PT1041  ______________________________________________________________________
 PT1041  GEOID HEIGHT    -        -23.505 (meters)                     GEOID18
 PT1041  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 PT1041  HORZ ORDER      -  THIRD
 PT1041
 PT1041.The horizontal coordinates were established by classical geodetic methods
 PT1041.and adjusted by the National Geodetic Survey in January 1998.
 PT1041
 PT1041.The orthometric height was scaled from a topographic map.
 PT1041
 PT1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1041.GEOID18 height accuracy estimate available here.
 PT1041
 PT1041.Click photographs - Photos may exist for this station.
 PT1041
 PT1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1041
 PT1041. The following values were computed from the NAD 83(1996) position.
 PT1041
 PT1041;                    North         East     Units Scale Factor Converg.
 PT1041;SPC SD S     -   224,587.504   600,233.696   MT  0.99998954   +0 00 07.3
 PT1041;SPC SD S     -   736,834.17  1,969,266.72   sFT  0.99998954   +0 00 07.3
 PT1041;UTM  14      - 4,912,152.027   393,973.817   MT  0.99973825   -0 55 48.6
 PT1041
 PT1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1041!SPC SD S     -   0.99993527  x   0.99998954  =   0.99992481
 PT1041!UTM  14      -   0.99993527  x   0.99973825  =   0.99967353
 PT1041
 PT1041:                Primary Azimuth Mark                     Grid Az
 PT1041:SPC SD S     -  CEMETERY RESET                           057 48 34.2
 PT1041:UTM  14      -  CEMETERY RESET                           058 44 30.1
 PT1041
 PT1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9397312152(NAD 83)
 PT1041
 PT1041|---------------------------------------------------------------------|
 PT1041| PID    Reference Object                     Distance      Geod. Az  |
 PT1041|                                                           dddmmss.s |
 PT1041| PT1032 CEMETERY RESET                      APPROX. 2.3 KM 0574841.5 |
 PT1041|---------------------------------------------------------------------|
 PT1041
 PT1041                          SUPERSEDED SURVEY CONTROL
 PT1041
 PT1041  NAD 83(1986)-  44 21 17.61480(N)    100 19 49.45174(W) AD(       ) 3
 PT1041  NAD 27      -  44 21 17.67500(N)    100 19 47.96600(W) AD(       ) 3
 PT1041  MORC        -  44 21 14.97000(N)    100 19 47.76000(W) AD(       ) 3
 PT1041
 PT1041.Superseded values are not recommended for survey control.
 PT1041
 PT1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1041.See file dsdata.pdf to determine how the superseded data were derived.
 PT1041
 PT1041_MARKER: Z = SEE DESCRIPTION
 PT1041_SETTING: 0 = UNSPECIFIED SETTING
 PT1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1041
 PT1041  HISTORY     - Date     Condition        Report By
 PT1041  HISTORY     - 1889     MONUMENTED       MORC
 PT1041  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT1041
 PT1041                          STATION DESCRIPTION
 PT1041
 PT1041'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1041'PIERRE WEST BASE IS ON LEFT BANK, IN BOTTOM, HALF WAY BETWEEN
 PT1041'FIRST LOW LINE OF BLUFFS AND RIVER, AND IS IN SOUTHEAST CORNER
 PT1041'SE. 1/4 SEC. T. 110 N., R. 79 W.  IT IS DIRECTLY TOWARDS THE
 PT1041'RIVER FROM THE WELLS HOUSE, IN PIERRE, AND NEAR THE WEST END
 PT1041'OF A LARGE PASTURE FIELD NEXT THE RIVER.
 PT1041
 PT1041                          STATION RECOVERY (1973)
 PT1041
 PT1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WKM)
 PT1041'NOT FOUND DUE TO INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1026 ***********************************************************************
 PT1026  DESIGNATION -  PIETRUS
 PT1026  PID         -  PT1026
 PT1026  STATE/COUNTY-  SD/HUGHES
 PT1026  COUNTRY     -  US
 PT1026  USGS QUAD   -  PIERRE NE (2017)
 PT1026
 PT1026                         *CURRENT SURVEY CONTROL
 PT1026  ______________________________________________________________________
 PT1026* NAD 83(1996) POSITION- 44 25 02.38045(N) 100 18 14.75753(W)   ADJUSTED
 PT1026* NAD 83(1996) ELLIP HT-   550.669 (meters)        (06/15/04)   ADJUSTED
 PT1026* NAVD 88 ORTHO HEIGHT -   573.924 (meters)     1882.95  (feet) ADJUSTED
 PT1026  ______________________________________________________________________
 PT1026  GEOID HEIGHT    -        -23.326 (meters)                     GEOID18
 PT1026  NAD 83(1996) X  -   -816,291.555 (meters)                     COMP
 PT1026  NAD 83(1996) Y  - -4,489,936.224 (meters)                     COMP
 PT1026  NAD 83(1996) Z  -  4,441,716.586 (meters)                     COMP
 PT1026  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 PT1026  DYNAMIC HEIGHT  -        573.812 (meters)     1882.58  (feet) COMP
 PT1026  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 PT1026  OBS GRAVITY     -    980,394.8   (mgal)                       GRAV_OBS
 PT1026
 PT1026  HORZ ORDER      -  FIRST
 PT1026  VERT ORDER      -  FIRST     CLASS II
 PT1026  ELLP ORDER      -  FOURTH    CLASS I
 PT1026
 PT1026.The horizontal coordinates were established by classical geodetic methods
 PT1026.and adjusted by the National Geodetic Survey in January 1998.
 PT1026
 PT1026.The orthometric height was determined by differential leveling and
 PT1026.adjusted by the NATIONAL GEODETIC SURVEY
 PT1026.in October 1997.
 PT1026
 PT1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1026.GEOID18 height accuracy estimate available here.
 PT1026
 PT1026.Click photographs - Photos may exist for this station.
 PT1026
 PT1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1026
 PT1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1026
 PT1026.The ellipsoidal height was determined by GPS observations
 PT1026.and is referenced to NAD 83.
 PT1026
 PT1026.The dynamic height is computed by dividing the NAVD 88
 PT1026.geopotential number by the normal gravity value computed on the
 PT1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1026.degrees latitude (g = 980.6199 gals.).
 PT1026
 PT1026.The modeled gravity was interpolated from observed gravity values.
 PT1026
 PT1026.The observed gravity was obtained from relative gravimeter ties
 PT1026.to the IGSN71 gravity network.
 PT1026
 PT1026. The following values were computed from the NAD 83(1996) position.
 PT1026
 PT1026;                    North         East     Units Scale Factor Converg.
 PT1026;SPC SD S     -   231,525.509   602,328.261   MT  1.00000419   +0 01 12.6
 PT1026;SPC SD S     -   759,596.61  1,976,138.64   sFT  1.00000419   +0 01 12.6
 PT1026;UTM  14      - 4,919,053.218   396,180.451   MT  0.99973255   -0 54 46.1
 PT1026
 PT1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1026!SPC SD S     -   0.99991366  x   1.00000419  =   0.99991785
 PT1026!UTM  14      -   0.99991366  x   0.99973255  =   0.99964624
 PT1026
 PT1026:                Primary Azimuth Mark                     Grid Az
 PT1026:SPC SD S     -  PIERRE S DAK STATE POLICE MAST           279 27 22.6
 PT1026:UTM  14      -  PIERRE S DAK STATE POLICE MAST           280 23 21.3
 PT1026
 PT1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9618019053(NAD 83)
 PT1026
 PT1026|---------------------------------------------------------------------|
 PT1026| PID    Reference Object                     Distance      Geod. Az  |
 PT1026|                                                           dddmmss.s |
 PT1026| PT0978 ONIDA MUNICIPAL TANK                APPROX.37.5 KM 0300427.3 |
 PT1026| PT1009 RADIO RANGE STATION 347 PX          APPROX. 8.7 KM 1175448.0 |
 PT1026| CO6624 PIETRUS RM 1                         76.026 METERS 12951     |
 PT1026| CO6583 PAAF AZ MK                                         1612732.1 |
 PT1026| PT1031 PIERRE ARMY AIRFIELD INCIN          APPROX. 5.2 KM 1641355.6 |
 PT1026| PT1028 PIERRE ARMY AIRFIELD FLAG           APPROX. 4.7 KM 1660145.0 |
 PT1026| PT1027 PIERRE ARMY AIRFLD UNDERGRD TK      APPROX. 4.0 KM 1792605.1 |
 PT1026| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX. 6.5 KM 2110430.0 |
 PT1026| CO6625 PIETRUS RM 2                         41.044 METERS 21517     |
 PT1026| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX. 4.0 KM 2792835.2 |
 PT1026| CO6623 PIETRUS AZ MK                                      3334237.9 |
 PT1026|---------------------------------------------------------------------|
 PT1026
 PT1026                          SUPERSEDED SURVEY CONTROL
 PT1026
 PT1026  ELLIP H (01/23/98)  550.683  (m)                       GP(       ) 4 1
 PT1026  NAD 83(1986)-  44 25 02.37574(N)    100 18 14.76219(W) AD(       ) 1
 PT1026  NAD 27      -  44 25 02.44200(N)    100 18 13.28200(W) AD(       ) 1
 PT1026  NGVD 29 (06/03/93)  573.4    (m)  UNKNOWN  model used  GPS OBS        
 PT1026  NGVD 29 (07/19/86)  575.1    (m)         1887.     (f) VERT ANG       
 PT1026
 PT1026.Superseded values are not recommended for survey control.
 PT1026
 PT1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1026.See file dsdata.pdf to determine how the superseded data were derived.
 PT1026
 PT1026_MARKER: DS = TRIANGULATION STATION DISK
 PT1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1026_STAMPING: PIETRUS 1934
 PT1026_MARK LOGO: CGS
 PT1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1026+STABILITY: SURFACE MOTION
 PT1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1026+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 PT1026
 PT1026  HISTORY     - Date     Condition        Report By
 PT1026  HISTORY     - 1934     MONUMENTED       CGS
 PT1026  HISTORY     - 1934     GOOD             CGS
 PT1026  HISTORY     - 1945     GOOD             CGS
 PT1026  HISTORY     - 1947     GOOD             CGS
 PT1026  HISTORY     - 1948     GOOD             CGS
 PT1026  HISTORY     - 1963     GOOD             USFS
 PT1026  HISTORY     - 1966     GOOD             CGS
 PT1026  HISTORY     - 1981     GOOD             NGS
 PT1026  HISTORY     - 1982     GOOD             NGS
 PT1026  HISTORY     - 19921013 GOOD             NGS
 PT1026  HISTORY     - 19941122 GOOD             NGS
 PT1026  HISTORY     - 20120516 MARK NOT FOUND   INDIV
 PT1026
 PT1026                          STATION DESCRIPTION
 PT1026
 PT1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1026'STATION IS LOCATED ON A HIGH AND BARE ROCKY RIDGE IN PASTURE
 PT1026'LAND ABOUT 4 MILES N OF PIERRE.  IT IS ABOUT 3/4 MILE S OF
 PT1026'P. PIETRUS FARM BUILDINGS.  IT IS ON LAND OWNED BY P. PIETRUS,
 PT1026'AND IS IN SW 1/4 SEC. 14, T 111 N, R 79 W.
 PT1026'
 PT1026'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT1026'BRONZE DISKS SET IN CONCRETE.
 PT1026'
 PT1026'THE STATION MARK IS ON THE HIGHEST POINT (IN THE IMMEDIATE
 PT1026'VICINITY) OF A RIDGE THAT EXTENDS E AND W, AND PROJECTS 3
 PT1026'INCHES.
 PT1026'
 PT1026'REFERENCE MARK NO. 1 IS SE OF THE STATION AND PROJECTS 3 INCHES.
 PT1026'
 PT1026'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 3
 PT1026'INCHES.
 PT1026'
 PT1026'THE AZIMUTH MARK IS NW OF THE STATION AND PROJECTS 4 INCHES.
 PT1026'IT IS IN AN E AND W RIGHT-OF-WAY FENCE ON THE S SIDE OF AN
 PT1026'E AND W SECTION LINE ROAD 5 FEET E OF A CORNER BETWEEN THE
 PT1026'ABOVE MENTIONED FENCE AND A N AND S RIGHT-OF-WAY FENCE ON THE
 PT1026'W SIDE OF A N AND S SECTION LINE ROAD, AND 40 FEET W OF A N
 PT1026'AND S SECTION LINE FENCE.
 PT1026'
 PT1026'TO REACH THE STATION FROM THE POST OFFICE IN PIERRE, GO E ONE
 PT1026'BLOCK AND THEN N, ON U.S. HIGHWAY 83, 3.9 MILES TO TOP OF GRADE
 PT1026'AT SUMMIT OF RIDGE.  (CENTER MONUMENT IS 100 YARDS W OF THE
 PT1026'HIGHWAY AT THIS POINT).  CONTINUE N ON U.S. HIGHWAY 83, 1.3
 PT1026'MILES TO A GRADED ROAD ON THE RIGHT.  HERE LEAVE HIGHWAY, TURN
 PT1026'RIGHT, E, AND GO 1.9 MILES TO A POOR ROAD ON THE RIGHT SIDE
 PT1026'OF THE ROAD.  HERE TURN RIGHT, S, AND GO 1.0 MILE ON E SIDE OF
 PT1026'N AND S FENCE TO A CURVE TO THE LEFT.  (AZIMUTH MARK IS S OF
 PT1026'THE ROAD 70 FEET AT THIS POINT.) HERE TURN LEFT, E, AND GO 0.3
 PT1026'MILE TO THE BUILDINGS OF P. PIETRUS, ON THE RIGHT SIDE OF
 PT1026'THE ROAD.  (STATION IS ON HIGH RIDGE 3/4 MILE S OF THE
 PT1026'HOUSE.) LEAVE ROAD AT GATE 50 YARDS E OF THE MOST
 PT1026'EASTERLY OF THE GROUP OF BUILDINGS, PASS THROUGH GATE
 PT1026'AND GO S ACROSS PASTURE 0.7 MILE TO TOP OF RIDGE AND
 PT1026'STATION.
 PT1026'
 PT1026'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 PT1026
 PT1026                          STATION RECOVERY (1934)
 PT1026
 PT1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT1026'RECOVERED IN GOOD CONDITION.
 PT1026
 PT1026                          STATION RECOVERY (1945)
 PT1026
 PT1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1026'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 PT1026'A DIFFERENT ROUTE WAS USED TO GET TO THE STATION AND IS
 PT1026'INCLUDED IN THE FOLLOWING DESCRIPTION OF THE STATION.
 PT1026'
 PT1026'THE STATION IS LOCATED ON A PROMINENT BARE RIDGE LYING ABOUT
 PT1026'4-1/2 MILES NE OF PIERRE AND IS 1 MILE N OF PAVED HIGHWAY
 PT1026'(U.S. HIGHWAY 14 AND 83).  IT IS ON THE PROPERTY OF MR. P.
 PT1026'PIETRUS WHO LIVES ABOUT 1/2 MILE N.
 PT1026'
 PT1026'TO REACH STATION FROM PIERRE, GO NE ON U.S. HIGHWAY 14 AND
 PT1026'83 FOR 3.2 MILES TO A CROSSROADS AND THE ENTRANCE ROAD TO
 PT1026'PIERRE ARMY AIRFIELD TO THE RIGHT.  TURN LEFT HERE ON AN OLD
 PT1026'ROAD FOR 0.8 MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW THE
 PT1026'OLD ROAD UP THE HILL THROUGH SOME OLD GRAVEL PITS 0.7 MILE TO
 PT1026'STATION SITE ON THE LEFT.
 PT1026'
 PT1026'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 PT1026'DISKS SET IN CONCRETE.
 PT1026'
 PT1026'STATION MARK PROJECTS ABOUT 8 INCHES AND IS STAMPED PIETRUS
 PT1026'1934.
 PT1026'
 PT1026'AZIMUTH MARK IS LOCATED 0.5 MILE NW OF STATION, 0.3 MILE W OF THE
 PT1026'PIETRUS RANCH HOUSE, IN AN E-W SECTION-LINE FENCE, 40 FEET
 PT1026'W OF N-S SECTION-LINE FENCE, AND 70 FEET S OF A ROAD.  MARK
 PT1026'PROJECTS 0.3 INCH.
 PT1026'
 PT1026'REFERENCE MARK 1 IS 76.050 METERS (249.51 FEET) SE OF THE
 PT1026'STATION, 59 FEET S OF ROAD, AND IS ABOUT 10 FEET LOWER THAN
 PT1026'STATION MARK.
 PT1026'
 PT1026'REFERENCE MARK 2 IS 41.044 METERS (134.66 FEET) SW OF STATION
 PT1026'AND PROJECTS ABOUT 3 INCHES.
 PT1026'
 PT1026'THE STATION MAY BE REACHED BY USING THE 1934 DESCRIPTION TO
 PT1026'STATION AND AZIMUTH MARK.
 PT1026'
 PT1026'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 PT1026
 PT1026                          STATION RECOVERY (1947)
 PT1026
 PT1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 PT1026'DESCRIPTION ADEQUATE.
 PT1026
 PT1026                          STATION RECOVERY (1948)
 PT1026
 PT1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1026'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 PT1026'GOOD CONDITION AND ARE AS DESCRIBED.
 PT1026'DESCRIPTION FOLLOWS--
 PT1026'
 PT1026'STATION IS LOCATED ON A PROMINENT BARE RIDGE ABOUT 4-1/2
 PT1026'MILES NORTHEAST OF PIERRE, ABOUT 1 MILE NORTH OF U.S. HIGHWAY
 PT1026'NO. 14 AND 83, AND 20 FEET NORTH OF THE CENTERLINE OF A TRACK
 PT1026'ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED PIETRUS 1934.
 PT1026'
 PT1026'REFERENCE MARK NO. 1 IS 249.43 FEET SOUTHEAST OF THE STATION
 PT1026'AND ABOUT 10 FEET LOWER.  IT IS 36 FEET SOUTH OF THE CENTERLINE
 PT1026'OF THE TRACK ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS
 PT1026'STAMPED PIETRUS NO 1 1934.
 PT1026'
 PT1026'REFERENCE MARK NO. 2 IS 134.66 FEET SOUTHWEST OF THE STATION
 PT1026'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 65 FEET
 PT1026'SOUTH OF THE CENTERLINE OF THE TRACK ROAD.  IT IS FLUSH WITH
 PT1026'THE GROUND, AND THE DISK IS STAMPED PIETRUS NO 2 1934.
 PT1026'
 PT1026'PAAF AZIMUTH MARK IS LOCATED AT THE ARMY AIRPORT, 734 FEET
 PT1026'NORTH OF THE SOUTH END OF THE TAXIWAY, AND 396.4 FEET EAST
 PT1026'OF THE WEST EDGE OF THE TAXIWAY AT A POINT WHERE THE TAXIWAY
 PT1026'TURNS TO THE SOUTH.  IT IS A STANDARD DISK STAMPED PAAF AZIMUTH
 PT1026'1945 SET IN A DRILL HOLE IN THE CONCRETE TAXIWAY.
 PT1026'
 PT1026'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF THE
 PT1026'STATION, 0.3 MILE WEST OF THE PIETRUS RANCH HOUSE, 40 FEET WEST
 PT1026'OF A FENCE, AND 70 FEET SOUTH OF A TRACK ROAD.  IT PROJECTS
 PT1026'ABOUT 12 INCHES, AND THE DISK IS STAMPED PIETRUS 1934.
 PT1026'
 PT1026'TO REACH THE STATION FROM THE ST. CHARLES HOTEL IN PIERRE, GO
 PT1026'NORTH ON U.S. HIGHWAY NO. 14 AND 83 FOR 3.2 MILES (ENTRANCE
 PT1026'TO ARMY AIRPORT ON THE RIGHT).  THEN LEFT (NORTHERLY) ON A TRACK
 PT1026'ROAD FOR 0.8 MILES TO A GATE.  THEN THROUGH GATE (NORTHERLY)
 PT1026'TO THE TOP OF THE RIDGE, THEN RIGHT (EASTERLY) TO THE STATION
 PT1026'ON THE LEFT.  DISTANCE FROM GATE TO STATION IS 0.7 MILE.
 PT1026'
 PT1026'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 PT1026'ACROSS THE PASTURE FOR 0.5 MILE TO THE MARK AS DESCRIBED.
 PT1026
 PT1026                          STATION RECOVERY (1963)
 PT1026
 PT1026'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1026'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1026
 PT1026                          STATION RECOVERY (1966)
 PT1026
 PT1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PT1026'THE STATION, R.M. 1, R.M. 2 WERE RECOVERED AS DESCRIBED IN
 PT1026'GOOD CONDITION, THE AZIMUTH MARK WASNT SEARCHED FOR.
 PT1026'
 PT1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI NORTH
 PT1026'OF PIERRE
 PT1026
 PT1026                          STATION RECOVERY (1981)
 PT1026
 PT1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1026'THE STATION MARK AND THE ORIGINAL AZIMUTH MARK WERE RECOVERED IN GOOD
 PT1026'CONDITION BUT TREES NOW BLOCK LINE OF SIGHT BETWEEN THEM.  BOTH
 PT1026'REFERENCE MARKS HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK AND 2 NEW
 PT1026'REFERENCE MARKS WERE ESTABLISHED AND A NEW ROUTE TO THE STATION
 PT1026'ESTABLISHED.  NEW AND COMPLETE DESCRIPTIVE TEXT FOLLOWS--
 PT1026'
 PT1026'THE STATION IS LOCATED ABOUT 4 1/2 MILES (7.2 KM) NORTHEAST OF
 PT1026'PIERRE, 1 MILE (1.6 KM) NORTH OF HIGHWAY 14-34, 0.4 MILE (0.6 KM)
 PT1026'WEST OF 4 SMALL MASTS AND A WHITE BUILDING, AND ON A ROCK AND GRAVEL
 PT1026'GRASS COVERED RIDGE THAT RUNS EAST-WEST.
 PT1026'
 PT1026'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 14, 34 AND 1804 AT
 PT1026'THE NORTHEAST EDGE OF PIERRE, GO EASTERLY ON HIGHWAY 14-34 FOR 2.9
 PT1026'MILES (4.6 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND FOLLOW
 PT1026'GRAVELED ROAD NORTH FOR 1.0 MILE (1.6 KM) TO A GRAVELED SIDE ROAD
 PT1026'LEFT.  TURN LEFT, CROSSING CATTLE GUARD, AND GO WEST FOR 0.25 MILE
 PT1026'(0.4 KM) TO A CATTLE GUARD, 4 SMALL MASTS AND A WHITE BUILDING IN A
 PT1026'FENCED AREA.  TURN RIGHT AND FOLLOW TRACK ROAD NORTH AND WEST AROUND
 PT1026'FENCED AREA FOR 0.1 MILE (0.2 KM) TO AZIMUTH MARK 2 ON THE RIGHT.
 PT1026'CONTINUE WEST ON TRACK ROAD, FOLLOWING TOP OF RIDGE, FOR 0.35 MILE
 PT1026'(0.6 KM) TO THE STATION.
 PT1026'
 PT1026'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---
 PT1026'PIETRUS 1934---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 PT1026'(12 INCHES) ON SIDE PROJECTING 20 CM (8 INCHES) ABOVE THE GROUND
 PT1026'LOCATED 9.45 METERS (31.0 FEET) N FROM THE CENTER OF A TRACK ROAD,
 PT1026'1.60 METERS (5.2 FEET) S FROM THE EDGE OF A SHALLOW CUT IN THE HILL,
 PT1026'AND 0.30 METER (1 FOOT) E FROM A METAL WITNESS POST.
 PT1026'
 PT1026'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT1026'STAMPED---PIETRUS 1934 NO 3 1981---SET INTO THE TOP OF A ROUND
 PT1026'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 2 CM
 PT1026'ABOVE THE GROUND.   LOCATED
 PT1026'AT THE NE CORNER OF A SHALLOW CUT IN THE HILL, 12.30 METERS
 PT1026'(40.4 FEET) N FROM THE CENTER OF THE TRACK ROAD, 13.62 METERS (44.7
 PT1026'FEET) E FROM A METAL WITNESS POST, AND 0.3 METER (1 FOOT) LOWER THAN
 PT1026'THE STATION.
 PT1026'
 PT1026'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT1026'STAMPED---PIETRUS 1934 NO 4 1981---SET INTO THE TOP OF A ROUND
 PT1026'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING  2 CM
 PT1026'ABOVE THE GROUND.  LOCATED
 PT1026'NEAR THE CENTER OF THE SHALLOW CUT AREA, 21.90 METERS (71.9
 PT1026'FEET) N FROM THE CENTER OF THE TRACK ROAD, 12.52 METERS (41.1 FEET) N
 PT1026'FROM A METAL WITNESS POST, AND 0.9 METER (3 FEET) LOWER THAN THE
 PT1026'STATION.
 PT1026'
 PT1026'AZIMUTH MARK NO. 1 IS A STANDARD C AND GS REFERENCE DISK,
 PT1026'STAMPED---PIETRUS 1934 AZIMUTH---SET IN THE TOP OF A 12-INCH, (30 CM)
 PT1026'ON SIDE, SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 FEET (0.6 M).  IT
 PT1026'IS 28 FEET (8.5 M) SOUTHWEST OF A FENCE AND METAL WITNESS POST.
 PT1026'
 PT1026'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PT1026'STAMPED---PIETRUS 1934 NO 2 1981---SET INTO THE TOP OF A PARTIALLY
 PT1026'EXPOSED BOULDER OF 0.9 METER (3 FEET) LARGEST DIMENSION LOCATED ON A
 PT1026'KNOLL WHICH HAS NUMEROUS SMALL BOULDERS ON IT AND IS ABOUT 65 METERS
 PT1026'WNW OF THE NW CORNER OF A FENCE WHICH SURROUNDS 4 SMALL MASTS AND A
 PT1026'WHITE PAINTED BUILDING.  MARK IS LOCATED 14.50 METERS (47.6 FEET) N
 PT1026'FROM THE CENTER OF A TRACK ROAD AND 0.75 METER (2.5 FEET) E FROM A
 PT1026'METAL WITNESS POST.
 PT1026'
 PT1026'TO REACH THE AZIMUTH MARK FROM THE NORTH-SOUTH GRAVELED ROAD AND SIDE
 PT1026'ROAD LEFT JUNCTION MENTIONED ABOVE, GO NORTH ON GRAVELED ROAD FOR
 PT1026'0.45 MILE (0.7 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST
 PT1026'AND WEST FOR 0.8 MILE (1.3 KM) TO FARM BUILDINGS ON THE LEFT.
 PT1026'CONTINUE WEST ON TRACK ROAD FOR 0.2 MILE (0.3 KM) TO AZIMUTH MARK.
 PT1026
 PT1026                          STATION RECOVERY (1982)
 PT1026
 PT1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 PT1026'STATION RECOVERED AS DESCRIBED BY C.L. NOVAK AND L.B. GITTINGS IN
 PT1026'G16510 DATED 4/27/81.  AS DESCRIBED, ORIGINAL REFERENCE MARKS HAVE
 PT1026'BEEN DESTROYED, AND AZIMUTH MARK WAS NOT SEARCHED FOR.  HOWEVER,
 PT1026'THE 1981 REFERENCE MARKS WERE RECOVERED AS WELL AS 1981 AZIMUTH
 PT1026'MARK 2.  ALL STATIONS WERE IN GOOD CONDITION.
 PT1026'
 PT1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES N OF
 PT1026'PIERRE.
 PT1026
 PT1026                          STATION RECOVERY (1992)
 PT1026
 PT1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PT1026'RECOVERED IN GOOD CONDITION.
 PT1026
 PT1026                          STATION RECOVERY (1994)
 PT1026
 PT1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT1026'7.2 KM (4.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1026'IN PIERRE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED ROAD,
 PT1026'THENCE 0.5 KM (0.30 MI) WESTERLY ALONG A GRAVELED ROAD LEADING TO FOUR
 PT1026'SMALL ANTENNAS, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG A TRACK ROAD TO
 PT1026'THE HIGHEST POINT OF A PROMINENT KNOLL, 53.7 M (176.2 FT) SOUTH OF THE
 PT1026'ROAD CENTER, 12.7 M (41.7 FT) SOUTH OF REFERENCE MARK 4, 13.4 M (44.0
 PT1026'FT) WEST OF REFERENCE MARK 3, 4.3 M (14.1 FT) ABOVE THE LEVEL OF THE
 PT1026'ROAD, 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 PT1026'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 PT1026
 PT1026                          STATION RECOVERY (2012)
 PT1026
 PT1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT1026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9034 ***********************************************************************
 AB9034  DESIGNATION -  PIETRUS AZ MK 2
 AB9034  PID         -  AB9034
 AB9034  STATE/COUNTY-  SD/HUGHES
 AB9034  COUNTRY     -  US
 AB9034  USGS QUAD   -  PIERRE NE (2017)
 AB9034
 AB9034                         *CURRENT SURVEY CONTROL
 AB9034  ______________________________________________________________________
 AB9034* NAD 83(1986) POSITION- 44 25 04.92   (N) 100 17 49.83   (W)   HD_HELD1
 AB9034* NAVD 88 ORTHO HEIGHT -   569.229 (meters)     1867.55  (feet) ADJUSTED
 AB9034  ______________________________________________________________________
 AB9034  GEOID HEIGHT    -        -23.332 (meters)                     GEOID18
 AB9034  DYNAMIC HEIGHT  -        569.118 (meters)     1867.18  (feet) COMP
 AB9034  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 AB9034
 AB9034  VERT ORDER      -  FIRST     CLASS II
 AB9034
 AB9034.The horizontal coordinates were determined by differentially corrected
 AB9034.hand held GPS observations or other comparable positioning techniques
 AB9034.and have an estimated accuracy of +/- 3 meters.
 AB9034
 AB9034.The orthometric height was determined by differential leveling and
 AB9034.adjusted by the NATIONAL GEODETIC SURVEY
 AB9034.in October 1997.
 AB9034
 AB9034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9034.GEOID18 height accuracy estimate available here.
 AB9034
 AB9034.Click photographs - Photos may exist for this station.
 AB9034
 AB9034.The dynamic height is computed by dividing the NAVD 88
 AB9034.geopotential number by the normal gravity value computed on the
 AB9034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9034.degrees latitude (g = 980.6199 gals.).
 AB9034
 AB9034.The modeled gravity was interpolated from observed gravity values.
 AB9034
 AB9034;                    North         East    Units  Estimated Accuracy
 AB9034;SPC SD S     -   231,604.1     602,879.7     MT  (+/- 3 meters HH1 GPS) 
 AB9034
 AB9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9673219122(NAD 83)
 AB9034
 AB9034                          SUPERSEDED SURVEY CONTROL
 AB9034
 AB9034.No superseded survey control is available for this station.
 AB9034
 AB9034_MARKER: DZ = AZIMUTH MARK DISK
 AB9034_SETTING: 80 = SET IN A BOULDER
 AB9034_STAMPING: PIETRUS 1934 NO 2 1981
 AB9034_MARK LOGO: NGS
 AB9034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9034+STABILITY: SURFACE MOTION
 AB9034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9034+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AB9034
 AB9034  HISTORY     - Date     Condition        Report By
 AB9034  HISTORY     - 1981     MONUMENTED       NGS
 AB9034  HISTORY     - 19941122 GOOD             NGS
 AB9034  HISTORY     - 20120516 MARK NOT FOUND   INDIV
 AB9034
 AB9034                          STATION DESCRIPTION
 AB9034
 AB9034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AB9034'THE STATION IS LOCATED 4 3/4 MILES (7.6 KM) NORTHEAST OF PIERRE, 1
 AB9034'MILE (1.6 KM) NORTH OF HIGHWAY 14-34, ABOUT 65 METERS (213.3 FT)
 AB9034'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FENCE WHICH SURROUNDS 4
 AB9034'SMALL MASTS AND A WHITE BUILDING, ON A KNOLL WITH NUMEROUS BOULDERS.
 AB9034'TO REACH FROM THE JUNCTION OF HIGHWAYS 14,34 AND 1804 IN NORTHEAST
 AB9034'PIERRE, GO EASTERLY ON HIGHWAY 14-34 FOR 2.9 MILES (4.7 KM) TO A
 AB9034'GRAVELED CROSSROAD.  TURN LEFT, NORTH FOR 1.0 MILE (1.6 KM) TO A SIDE
 AB9034'ROAD LEFT.  TURN LEFT, WEST FOR 0.25 MILE (0.40 KM) TO CATTLE GUARD
 AB9034'AND FENCED AREA.  TURN RIGHT AND FOLLOW TRACK ROAD NORTH AND WEST OF
 AB9034'R0.1 MILE TO MARK ON RIGHT.  IT IS 47.6 FT (14.5 M) NORTH OF THE
 AB9034'CENTER OF THE TRACK ROAD AND 2.5 FEET (0.8 M) EAST OF A METAL WITNESS
 AB9034'POST.  IT IS STAMPED PIETRUS 1934 NO 2 1981 AND PROJECTS 2 INCHES, SET
 AB9034'INTO A PARTIALLY EXPOSED BOULDER, 3 FT (0.9 M) LARGEST DIMENSION.
 AB9034'LOCATED ON A KNOLL WHICH HAS NUMEROUS SMALL BOULDERS ON IT AND IS
 AB9034'ABOUT 65 M WSW OF THE NW CORNER OF A FENCE WHICH SURROUNDS 4 SMALL
 AB9034'MASTS AND A WHITE PAINTED BUILDING.
 AB9034
 AB9034                          STATION RECOVERY (1994)
 AB9034
 AB9034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9034'7.2 KM (4.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9034'IN PIERRE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AB9034'THENCE 0.5 KM (0.30 MI) WESTERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM
 AB9034'(0.05 MI) WESTERLY ALONG A TRACK ROAD, NEAR THE NORTH CORNER OF A 2.5
 AB9034'BY 2.5-FOOT TRIANGLE SHAPED BOULDER THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 AB9034'THE GROUND SURFACE, 66.0 M (216.5 FT) WEST-NORTHWEST OF THE NORTHWEST
 AB9034'CORNER OF A FENCE ENCLOSING FOUR ANTENNAS, 15.0 M (49.2 FT) NORTH OF
 AB9034'THE ROAD CENTER, AND 0.5 M (1.6 FT) NORTH OF THE SOUTH EDGE OF THE
 AB9034'BOULDER.
 AB9034
 AB9034                          STATION RECOVERY (2012)
 AB9034
 AB9034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9035 ***********************************************************************
 AB9035  DESIGNATION -  PIETRUS RM 3
 AB9035  PID         -  AB9035
 AB9035  STATE/COUNTY-  SD/HUGHES
 AB9035  COUNTRY     -  US
 AB9035  USGS QUAD   -  PIERRE NE (2017)
 AB9035
 AB9035                         *CURRENT SURVEY CONTROL
 AB9035  ______________________________________________________________________
 AB9035* NAD 83(1986) POSITION- 44 25 02.42   (N) 100 18 14.16   (W)   HD_HELD1
 AB9035* NAVD 88 ORTHO HEIGHT -   573.334 (meters)     1881.01  (feet) ADJUSTED
 AB9035  ______________________________________________________________________
 AB9035  GEOID HEIGHT    -        -23.326 (meters)                     GEOID18
 AB9035  DYNAMIC HEIGHT  -        573.223 (meters)     1880.65  (feet) COMP
 AB9035  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 AB9035
 AB9035  VERT ORDER      -  FIRST     CLASS II
 AB9035
 AB9035.The horizontal coordinates were determined by differentially corrected
 AB9035.hand held GPS observations or other comparable positioning techniques
 AB9035.and have an estimated accuracy of +/- 3 meters.
 AB9035
 AB9035.The orthometric height was determined by differential leveling and
 AB9035.adjusted by the NATIONAL GEODETIC SURVEY
 AB9035.in October 1997.
 AB9035
 AB9035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9035.GEOID18 height accuracy estimate available here.
 AB9035
 AB9035.Click photographs - Photos may exist for this station.
 AB9035
 AB9035.The dynamic height is computed by dividing the NAVD 88
 AB9035.geopotential number by the normal gravity value computed on the
 AB9035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9035.degrees latitude (g = 980.6199 gals.).
 AB9035
 AB9035.The modeled gravity was interpolated from observed gravity values.
 AB9035
 AB9035;                    North         East    Units  Estimated Accuracy
 AB9035;SPC SD S     -   231,526.7     602,341.5     MT  (+/- 3 meters HH1 GPS) 
 AB9035
 AB9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9619319054(NAD 83)
 AB9035
 AB9035                          SUPERSEDED SURVEY CONTROL
 AB9035
 AB9035.No superseded survey control is available for this station.
 AB9035
 AB9035_MARKER: DR = REFERENCE MARK DISK
 AB9035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9035_STAMPING: PIETRUS 1934 NO 3 1981
 AB9035_MARK LOGO: NGS
 AB9035_PROJECTION: FLUSH
 AB9035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9035+STABILITY: SURFACE MOTION
 AB9035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9035+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AB9035
 AB9035  HISTORY     - Date     Condition        Report By
 AB9035  HISTORY     - 1981     MONUMENTED       NGS
 AB9035  HISTORY     - 19941122 GOOD             NGS
 AB9035  HISTORY     - 20120516 MARK NOT FOUND   INDIV
 AB9035
 AB9035                          STATION DESCRIPTION
 AB9035
 AB9035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9035'7.2 KM (4.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9035'IN PIERRE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AB9035'THENCE 0.5 KM (0.30 MI) WESTERLY ALONG A GRAVELED ROAD LEADING TO FOUR
 AB9035'SMALL ANTENNAS, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG A TRACK ROAD TO
 AB9035'THE HIGHEST POINT OF A PROMINENT KNOLL, 53.7 M (176.2 FT) SOUTH OF THE
 AB9035'ROAD CENTER, 19.1 M (62.7 FT) SOUTHEAST OF REFERENCE MARK 4, 13.4 M
 AB9035'(44.0 FT) EAST OF TRIANGULATION STATION PIETRUS, 4.3 M (14.1 FT) ABOVE
 AB9035'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9035'SURFACE.
 AB9035
 AB9035                          STATION RECOVERY (2012)
 AB9035
 AB9035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9036 ***********************************************************************
 AB9036  DESIGNATION -  PIETRUS RM 4
 AB9036  PID         -  AB9036
 AB9036  STATE/COUNTY-  SD/HUGHES
 AB9036  COUNTRY     -  US
 AB9036  USGS QUAD   -  PIERRE NE (2017)
 AB9036
 AB9036                         *CURRENT SURVEY CONTROL
 AB9036  ______________________________________________________________________
 AB9036* NAD 83(1986) POSITION- 44 25 02.78   (N) 100 18 14.87   (W)   HD_HELD1
 AB9036* NAVD 88 ORTHO HEIGHT -   572.907 (meters)     1879.61  (feet) ADJUSTED
 AB9036  ______________________________________________________________________
 AB9036  GEOID HEIGHT    -        -23.326 (meters)                     GEOID18
 AB9036  DYNAMIC HEIGHT  -        572.796 (meters)     1879.25  (feet) COMP
 AB9036  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 AB9036
 AB9036  VERT ORDER      -  FIRST     CLASS II
 AB9036
 AB9036.The horizontal coordinates were determined by differentially corrected
 AB9036.hand held GPS observations or other comparable positioning techniques
 AB9036.and have an estimated accuracy of +/- 3 meters.
 AB9036
 AB9036.The orthometric height was determined by differential leveling and
 AB9036.adjusted by the NATIONAL GEODETIC SURVEY
 AB9036.in October 1997.
 AB9036
 AB9036.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9036.GEOID18 height accuracy estimate available here.
 AB9036
 AB9036.Click photographs - Photos may exist for this station.
 AB9036
 AB9036.The dynamic height is computed by dividing the NAVD 88
 AB9036.geopotential number by the normal gravity value computed on the
 AB9036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9036.degrees latitude (g = 980.6199 gals.).
 AB9036
 AB9036.The modeled gravity was interpolated from observed gravity values.
 AB9036
 AB9036;                    North         East    Units  Estimated Accuracy
 AB9036;SPC SD S     -   231,537.8     602,325.8     MT  (+/- 3 meters HH1 GPS) 
 AB9036
 AB9036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9617819065(NAD 83)
 AB9036
 AB9036                          SUPERSEDED SURVEY CONTROL
 AB9036
 AB9036.No superseded survey control is available for this station.
 AB9036
 AB9036_MARKER: DR = REFERENCE MARK DISK
 AB9036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9036_STAMPING: PIETRUS 1934 NO 4 1981
 AB9036_MARK LOGO: NGS
 AB9036_PROJECTION: FLUSH
 AB9036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9036+STABILITY: SURFACE MOTION
 AB9036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9036+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 AB9036
 AB9036  HISTORY     - Date     Condition        Report By
 AB9036  HISTORY     - 1981     MONUMENTED       NGS
 AB9036  HISTORY     - 19941122 GOOD             NGS
 AB9036  HISTORY     - 20120516 MARK NOT FOUND   INDIV
 AB9036
 AB9036                          STATION DESCRIPTION
 AB9036
 AB9036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9036'7.2 KM (4.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9036'IN PIERRE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AB9036'THENCE 0.5 KM (0.30 MI) WESTERLY ALONG A GRAVELED ROAD LEADING TO FOUR
 AB9036'SMALL ANTENNAS, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG A TRACK ROAD TO
 AB9036'THE HIGHEST POINT OF A PROMINENT KNOLL, 41.5 M (136.2 FT) SOUTH OF THE
 AB9036'ROAD CENTER, 19.1 M (62.7 FT) NORTHWEST OF REFERENCE MARK 3, 12.7 M
 AB9036'(41.7 FT) NORTH OF TRIANGULATION STATION PIETRUS, 4.3 M (14.1 FT)
 AB9036'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB9036'SURFACE.
 AB9036
 AB9036                          STATION RECOVERY (2012)
 AB9036
 AB9036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2429 ***********************************************************************
 PU2429  DESIGNATION -  PINE 2
 PU2429  PID         -  PU2429
 PU2429  STATE/COUNTY-  SD/MEADE
 PU2429  COUNTRY     -  US
 PU2429  USGS QUAD   -  OPAL WEST (2017)
 PU2429
 PU2429                         *CURRENT SURVEY CONTROL
 PU2429  ______________________________________________________________________
 PU2429* NAD 83(1986) POSITION- 44 55 02.     (N) 102 34 25.     (W)   SCALED
 PU2429* NAVD 88 ORTHO HEIGHT -   846.31  (meters)     2776.6   (feet) RESET
 PU2429  ______________________________________________________________________
 PU2429  GEOID HEIGHT    -        -18.142 (meters)                     GEOID18
 PU2429  VERT ORDER      -  THIRD
 PU2429
 PU2429.The horizontal coordinates were scaled from a map and have
 PU2429.an estimated accuracy of +/- 6 seconds.
 PU2429
 PU2429.The orthometric height was computed from unverified reset data.
 PU2429
 PU2429.No vertical observational check was made to the station.
 PU2429
 PU2429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2429.GEOID18 height accuracy estimate available here.
 PU2429
 PU2429.Click photographs - Photos may exist for this station.
 PU2429
 PU2429;                    North         East    Units  Estimated Accuracy
 PU2429;SPC SD N     -   123,670.      396,830.      MT  (+/- 180 meters Scaled)
 PU2429
 PU2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK915766(NAD 83)
 PU2429
 PU2429                          SUPERSEDED SURVEY CONTROL
 PU2429
 PU2429  NGVD 29 (04/17/07)  845.85   (m)         2775.1    (f) RESET       3  
 PU2429
 PU2429.Superseded values are not recommended for survey control.
 PU2429
 PU2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2429.See file dsdata.pdf to determine how the superseded data were derived.
 PU2429
 PU2429_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2429_STAMPING: PINE 2 1988
 PU2429_MARK LOGO: NGS
 PU2429_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2429+STABILITY: SURFACE MOTION
 PU2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2429+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2429
 PU2429  HISTORY     - Date     Condition        Report By
 PU2429  HISTORY     - 1988     MONUMENTED       NGS
 PU2429
 PU2429                          STATION DESCRIPTION
 PU2429
 PU2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2429'13.3 KM (8.25 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU2429'HIGHWAY 212 IN MAURINE AT THE TOP OF A LOW RIDGE, 25.6 M (84.0 FT)
 PU2429'WEST FROM THE CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST FROM A FENCE,
 PU2429'0.3 M (1 FT) EAST FROM A WITNESS POST, IN THE TOP OF A CONCRETE POST
 PU2429'THAT PROJECTS 0.15 M (0.5 FT)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2427 ***********************************************************************
 PU2427  DESIGNATION -  PINE 2 RM 4
 PU2427  PID         -  PU2427
 PU2427  STATE/COUNTY-  SD/MEADE
 PU2427  COUNTRY     -  US
 PU2427  USGS QUAD   -  OPAL WEST (2017)
 PU2427
 PU2427                         *CURRENT SURVEY CONTROL
 PU2427  ______________________________________________________________________
 PU2427* NAD 83(1986) POSITION- 44 55 02.     (N) 102 34 35.     (W)   SCALED
 PU2427* NAVD 88 ORTHO HEIGHT -   845.92  (meters)     2775.3   (feet) RESET
 PU2427  ______________________________________________________________________
 PU2427  GEOID HEIGHT    -        -18.135 (meters)                     GEOID18
 PU2427  VERT ORDER      -  THIRD
 PU2427
 PU2427.The horizontal coordinates were scaled from a map and have
 PU2427.an estimated accuracy of +/- 6 seconds.
 PU2427
 PU2427.The orthometric height was computed from unverified reset data.
 PU2427
 PU2427.No vertical observational check was made to the station.
 PU2427
 PU2427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2427.GEOID18 height accuracy estimate available here.
 PU2427
 PU2427.Click photographs - Photos may exist for this station.
 PU2427
 PU2427;                    North         East    Units  Estimated Accuracy
 PU2427;SPC SD N     -   123,680.      396,610.      MT  (+/- 180 meters Scaled)
 PU2427
 PU2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK912766(NAD 83)
 PU2427
 PU2427                          SUPERSEDED SURVEY CONTROL
 PU2427
 PU2427  NGVD 29 (04/17/07)  845.46   (m)         2773.8    (f) RESET       3  
 PU2427
 PU2427.Superseded values are not recommended for survey control.
 PU2427
 PU2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2427.See file dsdata.pdf to determine how the superseded data were derived.
 PU2427
 PU2427_MARKER: DR = REFERENCE MARK DISK
 PU2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2427_STAMPING: PINE 2 1988
 PU2427_MARK LOGO: NGS
 PU2427_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2427+STABILITY: SURFACE MOTION
 PU2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2427+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2427
 PU2427  HISTORY     - Date     Condition        Report By
 PU2427  HISTORY     - 1988     MONUMENTED       NGS
 PU2427
 PU2427                          STATION DESCRIPTION
 PU2427
 PU2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2427'13.3 KM (8.25 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU2427'HIGHWAY 212 IN MAURINE AT THE TOP OF A LOW RIDGE, 25.6 M (84.0 FT)
 PU2427'WEST FROM THE CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST FROM A FENCE,
 PU2427'0.3 M (1 FT) EAST FROM A WITNESS POST, IN THE TOP OF A CONCRETE
 PU2427'POST THAT PROJECTS 0.15 M (0.5 FT)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2430 ***********************************************************************
 PU2430  DESIGNATION -  PINE 2 RM 5
 PU2430  PID         -  PU2430
 PU2430  STATE/COUNTY-  SD/MEADE
 PU2430  COUNTRY     -  US
 PU2430  USGS QUAD   -  OPAL WEST (2017)
 PU2430
 PU2430                         *CURRENT SURVEY CONTROL
 PU2430  ______________________________________________________________________
 PU2430* NAD 83(1986) POSITION- 44 55 02.     (N) 102 34 25.     (W)   SCALED
 PU2430* NAVD 88 ORTHO HEIGHT -   846.41  (meters)     2776.9   (feet) RESET
 PU2430  ______________________________________________________________________
 PU2430  GEOID HEIGHT    -        -18.142 (meters)                     GEOID18
 PU2430  VERT ORDER      -  THIRD
 PU2430
 PU2430.The horizontal coordinates were scaled from a map and have
 PU2430.an estimated accuracy of +/- 6 seconds.
 PU2430
 PU2430.The orthometric height was computed from unverified reset data.
 PU2430
 PU2430.No vertical observational check was made to the station.
 PU2430
 PU2430.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2430.GEOID18 height accuracy estimate available here.
 PU2430
 PU2430.Click photographs - Photos may exist for this station.
 PU2430
 PU2430;                    North         East    Units  Estimated Accuracy
 PU2430;SPC SD N     -   123,670.      396,830.      MT  (+/- 180 meters Scaled)
 PU2430
 PU2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK915766(NAD 83)
 PU2430
 PU2430                          SUPERSEDED SURVEY CONTROL
 PU2430
 PU2430  NGVD 29 (04/17/07)  845.95   (m)         2775.4    (f) RESET       3  
 PU2430
 PU2430.Superseded values are not recommended for survey control.
 PU2430
 PU2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2430.See file dsdata.pdf to determine how the superseded data were derived.
 PU2430
 PU2430_MARKER: DR = REFERENCE MARK DISK
 PU2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2430_STAMPING: PINE 2 1988
 PU2430_MARK LOGO: NGS
 PU2430_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2430+STABILITY: SURFACE MOTION
 PU2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2430+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2430
 PU2430  HISTORY     - Date     Condition        Report By
 PU2430  HISTORY     - 1988     MONUMENTED       NGS
 PU2430
 PU2430                          STATION DESCRIPTION
 PU2430
 PU2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2430'13.3 KM (8.25 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU2430'HIGHWAY 212 IN MAURINE AT THE TOP OF A LOW RIDGE, 25.6 M (84.0 FT)
 PU2430'WEST FROM THE CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST FROM A
 PU2430'FENCE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST, IN THE TOP OF A
 PU2430'CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2428 ***********************************************************************
 PU2428  DESIGNATION -  PINE 2 UNDER
 PU2428  PID         -  PU2428
 PU2428  STATE/COUNTY-  SD/MEADE
 PU2428  COUNTRY     -  US
 PU2428  USGS QUAD   -  OPAL WEST (2017)
 PU2428
 PU2428                         *CURRENT SURVEY CONTROL
 PU2428  ______________________________________________________________________
 PU2428* NAD 83(1986) POSITION- 44 55 02.     (N) 102 34 25.     (W)   SCALED
 PU2428* NAVD 88 ORTHO HEIGHT -   844.87  (meters)     2771.9   (feet) RESET
 PU2428  ______________________________________________________________________
 PU2428  GEOID HEIGHT    -        -18.142 (meters)                     GEOID18
 PU2428  VERT ORDER      -  THIRD
 PU2428
 PU2428.The horizontal coordinates were scaled from a map and have
 PU2428.an estimated accuracy of +/- 6 seconds.
 PU2428
 PU2428.The orthometric height was computed from unverified reset data.
 PU2428
 PU2428.No vertical observational check was made to the station.
 PU2428
 PU2428.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2428.GEOID18 height accuracy estimate available here.
 PU2428
 PU2428.Click photographs - Photos may exist for this station.
 PU2428
 PU2428;                    North         East    Units  Estimated Accuracy
 PU2428;SPC SD N     -   123,670.      396,830.      MT  (+/- 180 meters Scaled)
 PU2428
 PU2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK915766(NAD 83)
 PU2428
 PU2428                          SUPERSEDED SURVEY CONTROL
 PU2428
 PU2428  NGVD 29 (04/17/07)  844.41   (m)         2770.4    (f) RESET       3  
 PU2428
 PU2428.Superseded values are not recommended for survey control.
 PU2428
 PU2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2428.See file dsdata.pdf to determine how the superseded data were derived.
 PU2428
 PU2428_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2428_STAMPING: PINE 2 1988
 PU2428_MARK LOGO: NGS
 PU2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2428+STABILITY: SURFACE MOTION
 PU2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2428+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2428
 PU2428  HISTORY     - Date     Condition        Report By
 PU2428  HISTORY     - 1988     MONUMENTED       NGS
 PU2428
 PU2428                          STATION DESCRIPTION
 PU2428
 PU2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2428'13.3 KM (8.25 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU2428'HIGHWAY 212 IN MAURINE AT THE TOP OF A LOW RIDGE, 25.6 M (84.0 FT)
 PU2428'WEST FROM THE CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST FROM A FENCE,
 PU2428'0.3 M (1.0 FT) EAST FROM A WITNESS POST, IN THE TOP OF A ROUND
 PU2428'12 INCH CONCRETE POST THAT IS 0.50 M (1.6 FT) BELOW THE SURFACE.
 PU2428'THIS MARK IS THE PINE 2 UNDERGROUND BENCHMARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0039 ***********************************************************************
 PV0039  DESIGNATION -  PIPE
 PV0039  PID         -  PV0039
 PV0039  STATE/COUNTY-  SD/BUTTE
 PV0039  COUNTRY     -  US
 PV0039  USGS QUAD   -  SLAUGHTER RESERVOIR (2017)
 PV0039
 PV0039                         *CURRENT SURVEY CONTROL
 PV0039  ______________________________________________________________________
 PV0039* NAD 83(1996) POSITION- 44 38 15.91721(N) 104 00 26.78592(W)   ADJUSTED
 PV0039* NAVD 88 ORTHO HEIGHT -  1003.410 (meters)     3292.02  (feet) ADJUSTED
 PV0039  ______________________________________________________________________
 PV0039  GEOID HEIGHT    -        -14.881 (meters)                     GEOID18
 PV0039  LAPLACE CORR    -         -6.57  (seconds)                    DEFLEC18
 PV0039  DYNAMIC HEIGHT  -       1003.114 (meters)     3291.05  (feet) COMP
 PV0039  MODELED GRAVITY -    980,288.0   (mgal)                       NAVD 88
 PV0039
 PV0039  HORZ ORDER      -  SECOND
 PV0039  VERT ORDER      -  SECOND    CLASS 0
 PV0039
 PV0039.The horizontal coordinates were established by classical geodetic methods
 PV0039.and adjusted by the National Geodetic Survey in January 1998.
 PV0039
 PV0039.The orthometric height was determined by differential leveling and
 PV0039.adjusted by the NATIONAL GEODETIC SURVEY
 PV0039.in June 1991.
 PV0039
 PV0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0039.GEOID18 height accuracy estimate available here.
 PV0039
 PV0039.Click photographs - Photos may exist for this station.
 PV0039
 PV0039.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0039
 PV0039.The dynamic height is computed by dividing the NAVD 88
 PV0039.geopotential number by the normal gravity value computed on the
 PV0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0039.degrees latitude (g = 980.6199 gals.).
 PV0039
 PV0039.The modeled gravity was interpolated from observed gravity values.
 PV0039
 PV0039. The following values were computed from the NAD 83(1996) position.
 PV0039
 PV0039;                    North         East     Units Scale Factor Converg.
 PV0039;SPC SD N     -    97,256.843   282,182.335   MT  0.99996499   -2 50 10.4
 PV0039;SPC SD N     -   319,083.49    925,793.21   sFT  0.99996499   -2 50 10.4
 PV0039;UTM  13      - 4,943,189.938   578,720.279   MT  0.99967620   +0 41 50.7
 PV0039
 PV0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0039!SPC SD N     -   0.99984503  x   0.99996499  =   0.99981002
 PV0039!UTM  13      -   0.99984503  x   0.99967620  =   0.99952128
 PV0039
 PV0039:                Primary Azimuth Mark                     Grid Az
 PV0039:SPC SD N     -  ROBINSON                                 311 33 36.5
 PV0039:UTM  13      -  ROBINSON                                 308 01 35.4
 PV0039
 PV0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7872043189(NAD 83)
 PV0039
 PV0039|---------------------------------------------------------------------|
 PV0039| PID    Reference Object                     Distance      Geod. Az  |
 PV0039|                                                           dddmmss.s |
 PV0039| PV0038 U 359                                              09533     |
 PV0039| PV0040 PIPE RM 2                            11.378 METERS 14954     |
 PV0039| PV0454 ROBINSON                            APPROX. 3.0 KM 3084326.1 |
 PV0039|---------------------------------------------------------------------|
 PV0039
 PV0039                          SUPERSEDED SURVEY CONTROL
 PV0039
 PV0039  NAD 83(1993)-  44 38 15.91193(N)    104 00 26.78829(W) AD(       ) 2
 PV0039  NAD 83(1986)-  44 38 15.90547(N)    104 00 26.77938(W) AD(       ) 2
 PV0039  NGVD 29 (??/??/92) 1002.90   (m)         3290.3    (f) COMPUTED    2 0
 PV0039
 PV0039.Superseded values are not recommended for survey control.
 PV0039
 PV0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0039.See file dsdata.pdf to determine how the superseded data were derived.
 PV0039
 PV0039_MARKER: DS = TRIANGULATION STATION DISK
 PV0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0039_STAMPING: PIPE 1962
 PV0039_MARK LOGO: CGS
 PV0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0039+STABILITY: SURFACE MOTION
 PV0039
 PV0039  HISTORY     - Date     Condition        Report By
 PV0039  HISTORY     - 1962     MONUMENTED       CGS
 PV0039
 PV0039                          STATION DESCRIPTION
 PV0039
 PV0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0039'8.9 MI W FROM BELLE FOURCHE.
 PV0039'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0039'BELLE FOURCHE, THENCE 7.5 MILES WEST ALONG STATE HIGHWAY 34,
 PV0039'AT THE JUNCTION OF A GRAVELED ROAD SOUTH, 73 FEET SOUTH OF THE
 PV0039'CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF THE CENTER LINE OF
 PV0039'THE ROAD, 102.7 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM
 PV0039'BENCH MARK U 359, 37.35 FEET NORTH OF R.M. 2, 3 1/2 FEET NORTHEAST
 PV0039'OF A FENCE CORNER, 3.5 FEET NORTHEAST OF A WITNESS POST, ABOUT
 PV0039'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PV0039'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0745 ***********************************************************************
 PS0745  DESIGNATION -  PIPE
 PS0745  PID         -  PS0745
 PS0745  STATE/COUNTY-  SD/SULLY
 PS0745  COUNTRY     -  US
 PS0745  USGS QUAD   -  BLUNT NW (2017)
 PS0745
 PS0745                         *CURRENT SURVEY CONTROL
 PS0745  ______________________________________________________________________
 PS0745* NAD 83(1996) POSITION- 44 38 07.96863(N) 099 56 21.94642(W)   ADJUSTED
 PS0745* NAVD 88 ORTHO HEIGHT -   537.    (meters)     1762.    (feet) SCALED
 PS0745  ______________________________________________________________________
 PS0745  GEOID HEIGHT    -        -23.243 (meters)                     GEOID18
 PS0745  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 PS0745  HORZ ORDER      -  SECOND
 PS0745
 PS0745.The horizontal coordinates were established by classical geodetic methods
 PS0745.and adjusted by the National Geodetic Survey in January 1998.
 PS0745
 PS0745.The orthometric height was scaled from a topographic map.
 PS0745
 PS0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0745.GEOID18 height accuracy estimate available here.
 PS0745
 PS0745.Click photographs - Photos may exist for this station.
 PS0745
 PS0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0745
 PS0745. The following values were computed from the NAD 83(1996) position.
 PS0745
 PS0745;                    North         East     Units Scale Factor Converg.
 PS0745;SPC SD N     -    89,145.484   604,805.799   MT  0.99996527   +0 02 34.3
 PS0745;SPC SD N     -   292,471.48  1,984,267.03   sFT  0.99996527   +0 02 34.3
 PS0745;SPC SD S     -   255,849.064   631,256.234   MT  1.00006481   +0 16 18.2
 PS0745;SPC SD S     -   839,398.14  2,071,046.49   sFT  1.00006481   +0 16 18.2
 PS0745;UTM  14      - 4,942,894.758   425,490.655   MT  0.99966827   -0 39 36.2
 PS0745
 PS0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0745!SPC SD N     -   0.99991940  x   0.99996527  =   0.99988467
 PS0745!SPC SD S     -   0.99991940  x   1.00006481  =   0.99998420
 PS0745!UTM  14      -   0.99991940  x   0.99966827  =   0.99958769
 PS0745
 PS0745:                Primary Azimuth Mark                     Grid Az
 PS0745:SPC SD N     -  PIPE AZ MK                               001 34 36.1
 PS0745:SPC SD S     -  PIPE AZ MK                               001 20 52.2
 PS0745:UTM  14      -  PIPE AZ MK                               002 16 46.6
 PS0745
 PS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2549042894(NAD 83)
 PS0745
 PS0745|---------------------------------------------------------------------|
 PS0745| PID    Reference Object                     Distance      Geod. Az  |
 PS0745|                                                           dddmmss.s |
 PS0745| CO6638 PIPE AZ MK                                         0013710.4 |
 PS0745| CO6639 PIPE RM 1                            23.129 METERS 00841     |
 PS0745| PS0733 HARROLD MUNICIPAL TANK              APPROX.20.3 KM 1282647.2 |
 PS0745| PS0743 BLUNT CENTRAL ELEC COOP MAST        APPROX.12.8 KM 1974226.0 |
 PS0745| CO6640 PIPE RM 2                            23.852 METERS 26320     |
 PS0745| PT0978 ONIDA MUNICIPAL TANK                APPROX.13.0 KM 3085227.9 |
 PS0745| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX.12.9 KM 3085447.6 |
 PS0745|---------------------------------------------------------------------|
 PS0745
 PS0745                          SUPERSEDED SURVEY CONTROL
 PS0745
 PS0745  NAD 83(1986)-  44 38 07.96401(N)    099 56 21.95163(W) AD(       ) 2
 PS0745  NAD 27      -  44 38 08.02400(N)    099 56 20.51700(W) AD(       ) 2
 PS0745
 PS0745.Superseded values are not recommended for survey control.
 PS0745
 PS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0745.See file dsdata.pdf to determine how the superseded data were derived.
 PS0745
 PS0745_MARKER: DS = TRIANGULATION STATION DISK
 PS0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0745_STAMPING: PIPE 1951
 PS0745_MARK LOGO: CGS
 PS0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0745+STABILITY: SURFACE MOTION
 PS0745
 PS0745  HISTORY     - Date     Condition        Report By
 PS0745  HISTORY     - 1951     MONUMENTED       CGS
 PS0745
 PS0745                          STATION DESCRIPTION
 PS0745
 PS0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0745'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF ONIDA
 PS0745'AND 8 MILES NORTH NORTHEAST OF BLUNT IN OPEN FLAT FARM LAND.  IT
 PS0745'IS IN THE NORTHWEST ANGLE OF A CROSSROADS, 41 FEET WEST
 PS0745'OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 40 FEET NORTH
 PS0745'OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD AND 11 FEET
 PS0745'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 PS0745'4 INCHES AND THE DISK IS STAMPED PIPE 1951.
 PS0745'
 PS0745'REFERENCE MARK NO. 1 IS 31 FEET WEST OF THE APPROXIMATE
 PS0745'CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 3 INCHES
 PS0745'AND THE DISK IS STAMPED PIPE NO 1 1951.
 PS0745'
 PS0745'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE APPROXIMATE
 PS0745'CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 PS0745'AND THE DISK IS STAMPED PIPE NO 2 1951.
 PS0745'
 PS0745'AZIMUTH MARK 32 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 PS0745'A DIRT ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 PS0745'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PIPE
 PS0745'1951.
 PS0745'
 PS0745'THE STATION WAS REACHED FROM THE POST OFFICE IN BLUNT, BY
 PS0745'GOING SOUTH FOR 0.2 MILE TO U.S. HIGHWAY 14.  TURN LEFT (EAST)
 PS0745'AND FOLLOW THE HIGHWAY FOR 2.1 MILE TO A CROSSROADS.  TURN
 PS0745'LEFT (NORTH) AND FOLLOW GRAVEL ROAD FOR 2.0 MILES.  TURN
 PS0745'RIGHT (EAST) ON MAIN ROAD FOR 0.4 MILE.  TURN LEFT (NORTH)
 PS0745'AND FOLLOW MAIN ROAD THAT IS GRAVEL AND THENCE DIRT FOR 5.95
 PS0745'MILES TO CROSS ROADS AND STATION IN NORTHWEST ANGLE AS
 PS0745'DESCRIBED.
 PS0745'
 PS0745'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MAIN
 PS0745'ROAD FOR 0.2 MILE TO MARK ON WEST SIDE OF ROAD AS DESCRIBED.
 PS0745'
 PS0745'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0040 ***********************************************************************
 PV0040  DESIGNATION -  PIPE RM 2
 PV0040  PID         -  PV0040
 PV0040  STATE/COUNTY-  SD/BUTTE
 PV0040  COUNTRY     -  US
 PV0040  USGS QUAD   -  SLAUGHTER RESERVOIR (2017)
 PV0040
 PV0040                         *CURRENT SURVEY CONTROL
 PV0040  ______________________________________________________________________
 PV0040* NAD 83(1986) POSITION- 44 38 15.60   (N) 104 00 26.53   (W)   HD_HELD1
 PV0040* NAVD 88 ORTHO HEIGHT -  1003.291 (meters)     3291.63  (feet) ADJUSTED
 PV0040  ______________________________________________________________________
 PV0040  GEOID HEIGHT    -        -14.881 (meters)                     GEOID18
 PV0040  DYNAMIC HEIGHT  -       1002.995 (meters)     3290.66  (feet) COMP
 PV0040  MODELED GRAVITY -    980,288.0   (mgal)                       NAVD 88
 PV0040
 PV0040  VERT ORDER      -  SECOND    CLASS 0
 PV0040
 PV0040.The horizontal coordinates were determined by differentially corrected
 PV0040.hand held GPS observations or other comparable positioning techniques
 PV0040.and have an estimated accuracy of +/- 3 meters.
 PV0040
 PV0040.The orthometric height was determined by differential leveling and
 PV0040.adjusted by the NATIONAL GEODETIC SURVEY
 PV0040.in June 1991.
 PV0040
 PV0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0040.GEOID18 height accuracy estimate available here.
 PV0040
 PV0040.Click photographs - Photos may exist for this station.
 PV0040
 PV0040.The dynamic height is computed by dividing the NAVD 88
 PV0040.geopotential number by the normal gravity value computed on the
 PV0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0040.degrees latitude (g = 980.6199 gals.).
 PV0040
 PV0040.The modeled gravity was interpolated from observed gravity values.
 PV0040
 PV0040;                    North         East    Units  Estimated Accuracy
 PV0040;SPC SD N     -    97,246.8     282,187.5     MT  (+/- 3 meters HH1 GPS) 
 PV0040
 PV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7872643180(NAD 83)
 PV0040
 PV0040                          SUPERSEDED SURVEY CONTROL
 PV0040
 PV0040  NGVD 29 (??/??/92) 1002.78   (m)         3290.0    (f) COMPUTED    2 0
 PV0040
 PV0040.Superseded values are not recommended for survey control.
 PV0040
 PV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0040.See file dsdata.pdf to determine how the superseded data were derived.
 PV0040
 PV0040_MARKER: DR = REFERENCE MARK DISK
 PV0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0040_STAMPING: PIPE NO 2 1962
 PV0040_MARK LOGO: CGS
 PV0040_PROJECTION: PROJECTING 6 CENTIMETERS
 PV0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0040+STABILITY: SURFACE MOTION
 PV0040
 PV0040  HISTORY     - Date     Condition        Report By
 PV0040  HISTORY     - 1962     MONUMENTED       CGS
 PV0040
 PV0040                          STATION DESCRIPTION
 PV0040
 PV0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0040'8.9 MI W FROM BELLE FOURCHE.
 PV0040'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0040'BELLE FOURCHE, THENCE 7.5 MILES WEST ALONG STATE HIGHWAY 34,
 PV0040'AT THE JUNCTION OF A GRAVELED ROAD SOUTH, 110 1/2 FEET SOUTH
 PV0040'OF THE CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF THE CENTER
 PV0040'LINE OF THE ROAD, 37.35 FEET SOUTH OF THE STATION, 35 FEET
 PV0040'SOUTH OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE, ABOUT LEVEL
 PV0040'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PV0040'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0845 ***********************************************************************
 QS0845  DESIGNATION -  PIT
 QS0845  PID         -  QS0845
 QS0845  STATE/COUNTY-  SD/CORSON
 QS0845  COUNTRY     -  US
 QS0845  USGS QUAD   -  MISCOL SW (2017)
 QS0845
 QS0845                         *CURRENT SURVEY CONTROL
 QS0845  ______________________________________________________________________
 QS0845* NAD 83(1996) POSITION- 45 30 06.46794(N) 101 08 40.82358(W)   ADJUSTED
 QS0845* NAVD 88 ORTHO HEIGHT -   660.    (meters)     2165.    (feet) SCALED
 QS0845  ______________________________________________________________________
 QS0845  GEOID HEIGHT    -        -20.997 (meters)                     GEOID18
 QS0845  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 QS0845  HORZ ORDER      -  THIRD
 QS0845
 QS0845.The horizontal coordinates were established by classical geodetic methods
 QS0845.and adjusted by the National Geodetic Survey in January 1998.
 QS0845
 QS0845.The orthometric height was scaled from a topographic map.
 QS0845
 QS0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0845.GEOID18 height accuracy estimate available here.
 QS0845
 QS0845.Click photographs - Photos may exist for this station.
 QS0845
 QS0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0845
 QS0845. The following values were computed from the NAD 83(1996) position.
 QS0845
 QS0845;                    North         East     Units Scale Factor Converg.
 QS0845;SPC SD N     -   186,040.231   510,543.066   MT  0.99997002   -0 48 36.5
 QS0845;SPC SD N     -   610,366.99  1,675,006.71   sFT  0.99997002   -0 48 36.5
 QS0845;UTM  14      - 5,040,933.338   332,449.503   MT  0.99994516   -1 31 48.3
 QS0845
 QS0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0845!SPC SD N     -   0.99989976  x   0.99997002  =   0.99986979
 QS0845!UTM  14      -   0.99989976  x   0.99994516  =   0.99984493
 QS0845
 QS0845:                Primary Azimuth Mark                     Grid Az
 QS0845:SPC SD N     -  TT 14 GTL                                091 47 39.6
 QS0845:UTM  14      -  TT 14 GTL                                092 30 51.4
 QS0845
 QS0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3244940933(NAD 83)
 QS0845
 QS0845|---------------------------------------------------------------------|
 QS0845| PID    Reference Object                     Distance      Geod. Az  |
 QS0845|                                                           dddmmss.s |
 QS0845| CQ8875 TT 14 GTL                                          0905903.1 |
 QS0845| CQ8791 PIT RM 1                             16.029 METERS 10148     |
 QS0845| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX. 9.6 KM 1454134.2 |
 QS0845| CQ8792 PIT RM 2                             28.111 METERS 17110     |
 QS0845|---------------------------------------------------------------------|
 QS0845
 QS0845                          SUPERSEDED SURVEY CONTROL
 QS0845
 QS0845  NAD 83(1986)-  45 30 06.45983(N)    101 08 40.82063(W) AD(       ) 3
 QS0845  NAD 27      -  45 30 06.50300(N)    101 08 39.33700(W) AD(       ) 3
 QS0845
 QS0845.Superseded values are not recommended for survey control.
 QS0845
 QS0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0845.See file dsdata.pdf to determine how the superseded data were derived.
 QS0845
 QS0845_MARKER: DS = TRIANGULATION STATION DISK
 QS0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0845_STAMPING: PIT 1952
 QS0845_MARK LOGO: CGS
 QS0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0845+STABILITY: SURFACE MOTION
 QS0845
 QS0845  HISTORY     - Date     Condition        Report By
 QS0845  HISTORY     - 1952     MONUMENTED       CGS
 QS0845  HISTORY     - 19850725 GOOD             NGS
 QS0845
 QS0845                          STATION DESCRIPTION
 QS0845
 QS0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0845'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF TIMBER LAKE,
 QS0845'IN THE SOUTHEAST 1/4 OF SECTION 22, T 18 N, R 24 E, ON THE
 QS0845'RIGHT-OF-WAY OF A SECTION LINE DIRT ROAD, 123 FEET NORTHEAST
 QS0845'OF A POWER LINE POLE, 37 FEET NORTH OF THE CENTER OF THE ROAD,
 QS0845'29 FEET SOUTHEAST OF THE INSIDE ANGLE OF AN L-SHAPED PIT, AND
 QS0845'21 FEET WEST OF A 4 IN X 4 IN WITNESS POST.
 QS0845'
 QS0845'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TIMBER LAKE,
 QS0845'GO NORTH 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY NO. 8.
 QS0845'THEN LEFT, WEST, ON NO. 8 FOR 3.45 MILE.  THEN RIGHT, NORTH,
 QS0845'ON A GRADED DIRT ROAD FOR 5.3 MILES.  THEN LEFT, WEST, FOR
 QS0845'0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 QS0845'FROM THE STATION, GO EAST ON THE DIRT ROAD FOR 0.25 MILE TO THE
 QS0845'MARK ON THE LEFT.
 QS0845'
 QS0845'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 QS0845'PIT 1952.
 QS0845'
 QS0845'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTER OF THE DIRT
 QS0845'ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED PIT NO 1 1952.
 QS0845'
 QS0845'REFERENCE MARK NO. 2 IS 94 FEET EAST OF THE POWER LINE POLE,
 QS0845'AND 57 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.  IT PROJECTS
 QS0845'4 INCHES, AND THE DISK IS STAMPED PIT NO 2 1952.
 QS0845'
 QS0845'TT 14 (USGS) IS 26 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 QS0845'2.5 FEET WEST OF A 4 IN X 4 IN WITNESS POST, AND 6 INCHES
 QS0845'SOUTH OF A WIRE FENCE.  IT IS A U.S. GEOLOGICAL SURVEY BENCH
 QS0845'MARK DISK STAMPED 14 GTL 1950 TT ELEV. 2146 SET IN THE TOP OF AN
 QS0845'8-INCH CONCRETE CYLINDER THAT PROJECTS 10 INCHES.
 QS0845
 QS0845                          STATION RECOVERY (1985)
 QS0845
 QS0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 QS0845'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 QS0845'CONDITION.  THE OTHER PERIPHERAL MARKS HAD BEEN DESTROYED.  REFERENCE
 QS0845'MARK 3 AND AZIMUTH MARK 2 WERE ESTABLISHED AT THIS TIME.  NEW
 QS0845'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 9.7 KM (6.00
 QS0845'MI) NORTHWEST OF TIMBER LAKE, ALONG THE NORTH SIDE OF A SECTION LINE
 QS0845'ROAD, ABOUT 0.15 KM (0.10 MI) WEST OF A CROSSROAD.  TO REACH THE
 QS0845'STATION FROM THE JUNCTION OF MAIN STREET AND HIGHWAY 20, ON THE NORTH
 QS0845'EDGE OF TIMBER LAKE, GO WEST ON HIGHWAY 20 FOR 5.5 KM (3.40 MI) TO A
 QS0845'GRAVELED ROAD LEADING NORTH.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 QS0845'FOR 8.5 KM (5.30 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 QS0845'GRAVELED ROAD FOR 0.15 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE
 QS0845'STATION IS A STANDARD CGS DISK STAMPED PIT 1952, SET INTO THE TOP OF A
 QS0845'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 10
 QS0845'INCHES (25 CM) ABOVE THE GROUND.  LOCATED 17.6 METERS (57.7 FT) N FROM
 QS0845'THE CENTER OF A GRAVELED ROAD.  7.7 METERS (25.3 FT) N FROM A FENCE.
 QS0845'3.5 METERS (11.5 FT) E FROM THE EAST EDGE OF A SHALLOW PIT. REFERENCE
 QS0845'MARK NO 1 IS A STANDARD CGS DISK STAMPED PIT NO 1 1952, SET INTO THE
 QS0845'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 QS0845'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED ALONG THE EDGE
 QS0845'OF THE CUT FOR THE ROAD.  LOCATED 14.2 METERS (46.6 FT) N FROM THE
 QS0845'CENTER OF THE ROAD.  4.3 METERS (14.1 FT) N FROM A FENCE, AND 1 FEET
 QS0845'(0.3 M) 0.3 METER (1.0 FT) LOWER THAN THE STATION. REFERENCE MARK NO 3
 QS0845'IS A STANDARD NGS DISK STAMPED PIT 1952 NO 3 1985, SET INTO THE TOP OF
 QS0845'A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER PROJECTING 2
 QS0845'INCHES (5 CM) ABOVE THE GROUND.  LOCATED 10.0 METERS (32.8 FT) N FROM
 QS0845'THE CENTER OF THE ROAD.  0.3 METER (1.0 FT) S FROM A FENCE.  0.3 METER
 QS0845'(1.0 FT) E FROM A WITNESS POST, 5 FEET (1.5 M) LOWER THAN THE STATION.
 QS0845'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED PIT 1952 NO 2 1985,
 QS0845'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN
 QS0845'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 9.0
 QS0845'METERS (29.5 FT) S FROM THE CENTER OF A GRAVELED ROAD.  6.5 METERS
 QS0845'(21.3 FT) W FROM THE CENTER OF A GATE AND APPROACH.  0.4 METES N FROM
 QS0845'A FENCE.  0.3 METER (1.0 FT) E FROM A WITNESS POST.  TO REACH THE
 QS0845'AZIMUTH MARK FROM THE STATION GO EAST ON GRAVELED ROAD FOR 1.0 KM
 QS0845'(0.60 MI) TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0427 ***********************************************************************
 QT0427  DESIGNATION -  PLAIN
 QT0427  PID         -  QT0427
 QT0427  STATE/COUNTY-  SD/PERKINS
 QT0427  COUNTRY     -  US
 QT0427  USGS QUAD   -  OWEN LAKE (2017)
 QT0427
 QT0427                         *CURRENT SURVEY CONTROL
 QT0427  ______________________________________________________________________
 QT0427* NAD 83(1996) POSITION- 45 23 42.87259(N) 102 26 12.42837(W)   ADJUSTED
 QT0427* NAVD 88 ORTHO HEIGHT -   856.    (meters)     2808.    (feet) SCALED
 QT0427  ______________________________________________________________________
 QT0427  GEOID HEIGHT    -        -18.274 (meters)                     GEOID18
 QT0427  LAPLACE CORR    -         -5.86  (seconds)                    DEFLEC18
 QT0427  HORZ ORDER      -  SECOND
 QT0427
 QT0427.The horizontal coordinates were established by classical geodetic methods
 QT0427.and adjusted by the National Geodetic Survey in January 1998.
 QT0427
 QT0427.The orthometric height was scaled from a topographic map.
 QT0427
 QT0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0427.GEOID18 height accuracy estimate available here.
 QT0427
 QT0427.Click photographs - Photos may exist for this station.
 QT0427
 QT0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0427
 QT0427. The following values were computed from the NAD 83(1996) position.
 QT0427
 QT0427;                    North         East     Units Scale Factor Converg.
 QT0427;SPC SD N     -   176,437.038   409,229.682   MT  0.99995712   -1 43 28.6
 QT0427;SPC SD N     -   578,860.52  1,342,614.38   sFT  0.99995712   -1 43 28.6
 QT0427;UTM  13      - 5,030,054.475   700,625.922   MT  1.00009491   +1 49 31.9
 QT0427
 QT0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0427!SPC SD N     -   0.99986861  x   0.99995712  =   0.99982573
 QT0427!UTM  13      -   0.99986861  x   1.00009491  =   0.99996351
 QT0427
 QT0427:                Primary Azimuth Mark                     Grid Az
 QT0427:SPC SD N     -  PLAIN AZ MK                              183 07 57.9
 QT0427:UTM  13      -  PLAIN AZ MK                              179 34 57.4
 QT0427
 QT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0062530054(NAD 83)
 QT0427
 QT0427|---------------------------------------------------------------------|
 QT0427| PID    Reference Object                     Distance      Geod. Az  |
 QT0427|                                                           dddmmss.s |
 QT0427| CQ8797 PLAIN RM 2                           12.466 METERS 00622     |
 QT0427| CQ8796 PLAIN RM 1                           14.802 METERS 17844     |
 QT0427| CQ8795 PLAIN AZ MK                                        1812429.3 |
 QT0427| QT0394 BISON GRAND ELEC COOP RAD TWR       APPROX.14.3 KM 3505302.5 |
 QT0427| QT0395 BISON MUNICIPAL TANK                APPROX.14.3 KM 3522218.2 |
 QT0427|---------------------------------------------------------------------|
 QT0427
 QT0427                          SUPERSEDED SURVEY CONTROL
 QT0427
 QT0427  NAD 83(1993)-  45 23 42.86373(N)    102 26 12.42642(W) AD(       ) 2
 QT0427  NAD 83(1986)-  45 23 42.86347(N)    102 26 12.42621(W) AD(       ) 2
 QT0427  NAD 27      -  45 23 42.92800(N)    102 26 10.85500(W) AD(       ) 2
 QT0427
 QT0427.Superseded values are not recommended for survey control.
 QT0427
 QT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0427.See file dsdata.pdf to determine how the superseded data were derived.
 QT0427
 QT0427_MARKER: DS = TRIANGULATION STATION DISK
 QT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0427_STAMPING: PLAIN 1952
 QT0427_MARK LOGO: CGS
 QT0427_PROJECTION: FLUSH
 QT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0427+STABILITY: SURFACE MOTION
 QT0427
 QT0427  HISTORY     - Date     Condition        Report By
 QT0427  HISTORY     - 1952     MONUMENTED       CGS
 QT0427
 QT0427                          STATION DESCRIPTION
 QT0427
 QT0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0427'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF BISON, 7-1/2
 QT0427'MILES WEST-SOUTHWEST OF THE SMALL VILLAGE OF CHANCE, IN
 QT0427'SECTION 32, T 17 N, R 14 E, AND 45 FEET EAST OF THE CENTER
 QT0427'OF A GRADED DIRT ROAD.
 QT0427'
 QT0427'TO REACH THE STATION FROM THE POST OFFICE IN BISON, GO EAST
 QT0427'ON THE MAIN STREET FOR 0.35 MILE TO A T-INTERSECTION, TURN
 QT0427'RIGHT AND GO SOUTH FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN
 QT0427'LEFT AND GO EAST FOR 1.0 MILE TO A CROSS ROAD, TURN RIGHT AND
 QT0427'GO SOUTH ON GRADED DIRT ROAD FOR 8.2 MILES TO A CROSS ROAD,
 QT0427'CONTINUE SOUTH FOR 0.35 MILE TO THE STATION ON THE LEFT,
 QT0427'CONTINUE SOUTH FOR 0.4 MILE TO THE POINT WHERE THE MAIN ROAD
 QT0427'TURNS SOUTHEAST, BEAR RIGHT ON SECTION LINE ROAD AND CONTINUE
 QT0427'SOUTH FOR 0.2 MILE TO TOP OF HILL AND AZIMUTH MARK ON RIGHT.
 QT0427'
 QT0427'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QT0427'STAMPED PLAIN 1952.
 QT0427'
 QT0427'REFERENCE MARK 1 IS 46 FEET EAST OF THE CENTER OF A GRADED
 QT0427'DIRT ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 QT0427'IS STAMPED PLAIN NO 1 1952.
 QT0427'
 QT0427'REFERENCE MARK 2 IS 51 FEET EAST OF THE CENTER OF A GRADED
 QT0427'DIRT ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 QT0427'IS STAMPED PLAIN NO 2 1952.
 QT0427'
 QT0427'THE AZIMUTH MARK IS 50 FEET WEST OF A SECTION LINE ROAD,
 QT0427'8 FEET EAST OF A WIRE FENCE, 4 FEET NORTH OF A 3 X 4 INCH WITNESS
 QT0427'POST, AND 3 FEET EAST OF A POWER LINE POLE.  THE MARK PROJECTS
 QT0427'1 INCH, AND THE DISK IS STAMPED PLAIN 1952.
 QT0427'
 QT0427'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2449 ***********************************************************************
 PU2449  DESIGNATION -  PLAINVIEW 2
 PU2449  PID         -  PU2449
 PU2449  STATE/COUNTY-  SD/MEADE
 PU2449  COUNTRY     -  US
 PU2449  USGS QUAD   -  PLAINVIEW (2017)
 PU2449
 PU2449                         *CURRENT SURVEY CONTROL
 PU2449  ______________________________________________________________________
 PU2449* NAD 83(1986) POSITION- 44 36 13.     (N) 102 09 04.     (W)   SCALED
 PU2449* NAVD 88 ORTHO HEIGHT -   768.394 (meters)     2520.97  (feet) ADJUSTED
 PU2449  ______________________________________________________________________
 PU2449  GEOID HEIGHT    -        -19.530 (meters)                     GEOID18
 PU2449  DYNAMIC HEIGHT  -        768.215 (meters)     2520.39  (feet) COMP
 PU2449  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 PU2449
 PU2449  VERT ORDER      -  FIRST     CLASS II
 PU2449
 PU2449.The horizontal coordinates were scaled from a map and have
 PU2449.an estimated accuracy of +/- 6 seconds.
 PU2449
 PU2449.The orthometric height was determined by differential leveling and
 PU2449.adjusted by the NATIONAL GEODETIC SURVEY
 PU2449.in October 1997.
 PU2449
 PU2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2449.GEOID18 height accuracy estimate available here.
 PU2449
 PU2449.Click photographs - Photos may exist for this station.
 PU2449
 PU2449.The dynamic height is computed by dividing the NAVD 88
 PU2449.geopotential number by the normal gravity value computed on the
 PU2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2449.degrees latitude (g = 980.6199 gals.).
 PU2449
 PU2449.The modeled gravity was interpolated from observed gravity values.
 PU2449
 PU2449;                    North         East    Units  Estimated Accuracy
 PU2449;SPC SD N     -    87,860.      429,250.      MT  (+/- 180 meters Scaled)
 PU2449
 PU2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK260428(NAD 83)
 PU2449
 PU2449                          SUPERSEDED SURVEY CONTROL
 PU2449
 PU2449  NGVD 29 (04/17/07)  767.88   (m)         2519.3    (f) RESET       3  
 PU2449
 PU2449.Superseded values are not recommended for survey control.
 PU2449
 PU2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2449.See file dsdata.pdf to determine how the superseded data were derived.
 PU2449
 PU2449_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2449_STAMPING: PLAINVIEW 2 1990
 PU2449_MARK LOGO: NGS
 PU2449_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2449+STABILITY: SURFACE MOTION
 PU2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2449+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2449
 PU2449  HISTORY     - Date     Condition        Report By
 PU2449  HISTORY     - 1990     MONUMENTED       NGS
 PU2449  HISTORY     - 19950605 GOOD             NGS
 PU2449
 PU2449                          STATION DESCRIPTION
 PU2449
 PU2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2449'22.69 KM (14.10 MI) EAST FROM WHITE OWL OR, 8.61 KM (5.35 MI) WEST
 PU2449'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, ALONG STATE HIGHWAY 34,
 PU2449'THEN 56.69 M (185.99 FT) NORTH FROM THE CENTER OF 34, FROM THE CENTER
 PU2449'OF MEADE COUNTY ROAD 39, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST,
 PU2449'5.18 M (16.99 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE LINE AND ON THE
 PU2449'NORTH-SOUTH 1/4 SECTION LINE.
 PU2449
 PU2449                          STATION RECOVERY (1995)
 PU2449
 PU2449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2449'8.5 KM (5.30 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2449'STATE HIGHWAY 73 IN HOWES, 557.0 M (1827.4 FT) WEST OF MILEPOST 108,
 PU2449'56.9 M (186.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT)
 PU2449'WEST OF REFERENCE MARK 4, 5.7 M (18.7 FT) SOUTH OF A FENCE, 4.9 M
 PU2449'(16.1 FT) SOUTH OF REFERENCE MARK 3, 3.5 M (11.5 FT) ABOVE THE LEVEL
 PU2449'OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE
 PU2449'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2450 ***********************************************************************
 PU2450  DESIGNATION -  PLAINVIEW 2 RM 3
 PU2450  PID         -  PU2450
 PU2450  STATE/COUNTY-  SD/MEADE
 PU2450  COUNTRY     -  US
 PU2450  USGS QUAD   -  PLAINVIEW (2017)
 PU2450
 PU2450                         *CURRENT SURVEY CONTROL
 PU2450  ______________________________________________________________________
 PU2450* NAD 83(1986) POSITION- 44 36 13.     (N) 102 09 05.     (W)   SCALED
 PU2450* NAVD 88 ORTHO HEIGHT -   768.210 (meters)     2520.37  (feet) ADJUSTED
 PU2450  ______________________________________________________________________
 PU2450  GEOID HEIGHT    -        -19.530 (meters)                     GEOID18
 PU2450  DYNAMIC HEIGHT  -        768.031 (meters)     2519.78  (feet) COMP
 PU2450  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 PU2450
 PU2450  VERT ORDER      -  FIRST     CLASS II
 PU2450
 PU2450.The horizontal coordinates were scaled from a map and have
 PU2450.an estimated accuracy of +/- 6 seconds.
 PU2450
 PU2450.The orthometric height was determined by differential leveling and
 PU2450.adjusted by the NATIONAL GEODETIC SURVEY
 PU2450.in October 1997.
 PU2450
 PU2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2450.GEOID18 height accuracy estimate available here.
 PU2450
 PU2450.Click photographs - Photos may exist for this station.
 PU2450
 PU2450.The dynamic height is computed by dividing the NAVD 88
 PU2450.geopotential number by the normal gravity value computed on the
 PU2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2450.degrees latitude (g = 980.6199 gals.).
 PU2450
 PU2450.The modeled gravity was interpolated from observed gravity values.
 PU2450
 PU2450;                    North         East    Units  Estimated Accuracy
 PU2450;SPC SD N     -    87,860.      429,230.      MT  (+/- 180 meters Scaled)
 PU2450
 PU2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK260428(NAD 83)
 PU2450
 PU2450                          SUPERSEDED SURVEY CONTROL
 PU2450
 PU2450  NGVD 29 (04/17/07)  767.70   (m)         2518.7    (f) RESET       3  
 PU2450
 PU2450.Superseded values are not recommended for survey control.
 PU2450
 PU2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2450.See file dsdata.pdf to determine how the superseded data were derived.
 PU2450
 PU2450_MARKER: DR = REFERENCE MARK DISK
 PU2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2450_STAMPING: PLAINVIEW 2 NO 3 1990
 PU2450_MARK LOGO: NGS
 PU2450_PROJECTION: FLUSH
 PU2450_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2450+STABILITY: SURFACE MOTION
 PU2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2450+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2450
 PU2450  HISTORY     - Date     Condition        Report By
 PU2450  HISTORY     - 1990     MONUMENTED       NGS
 PU2450  HISTORY     - 19950605 GOOD             NGS
 PU2450
 PU2450                          STATION DESCRIPTION
 PU2450
 PU2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2450'22.69 KM (14.10 MI) EAST FROM WHITE OWL OR, 8.61 KM (5.35 MI) WEST
 PU2450'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, ALONG STATE HIGHWAY 34,
 PU2450'THEN 60.96 M (200.00 FT) NORTH FROM THE CENTER OF 34, 0.3 M (1.0 FT)
 PU2450'SOUTH FROM A WITNESS POST IN THE RIGHT-OF-WAY FENCE LINE.
 PU2450
 PU2450                          STATION RECOVERY (1995)
 PU2450
 PU2450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2450'8.5 KM (5.30 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2450'STATE HIGHWAY 73 IN HOWES, 557.0 M (1827.4 FT) WEST OF MILEPOST 108,
 PU2450'61.8 M (202.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT)
 PU2450'WEST OF REFERENCE MARK 4, 4.9 M (16.1 FT) NORTH OF TRIANGULATION
 PU2450'STATION PLAINVIEW 2, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PU2450'0.8 M (2.6 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 PU2450'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2448 ***********************************************************************
 PU2448  DESIGNATION -  PLAINVIEW 2 RM 4
 PU2448  PID         -  PU2448
 PU2448  STATE/COUNTY-  SD/MEADE
 PU2448  COUNTRY     -  US
 PU2448  USGS QUAD   -  PLAINVIEW (2017)
 PU2448
 PU2448                         *CURRENT SURVEY CONTROL
 PU2448  ______________________________________________________________________
 PU2448* NAD 83(1986) POSITION- 44 36 13.     (N) 102 09 03.     (W)   SCALED
 PU2448* NAVD 88 ORTHO HEIGHT -   767.950 (meters)     2519.52  (feet) ADJUSTED
 PU2448  ______________________________________________________________________
 PU2448  GEOID HEIGHT    -        -19.531 (meters)                     GEOID18
 PU2448  DYNAMIC HEIGHT  -        767.771 (meters)     2518.93  (feet) COMP
 PU2448  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 PU2448
 PU2448  VERT ORDER      -  FIRST     CLASS II
 PU2448
 PU2448.The horizontal coordinates were scaled from a map and have
 PU2448.an estimated accuracy of +/- 6 seconds.
 PU2448
 PU2448.The orthometric height was determined by differential leveling and
 PU2448.adjusted by the NATIONAL GEODETIC SURVEY
 PU2448.in October 1997.
 PU2448
 PU2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2448.GEOID18 height accuracy estimate available here.
 PU2448
 PU2448.Click photographs - Photos may exist for this station.
 PU2448
 PU2448.The dynamic height is computed by dividing the NAVD 88
 PU2448.geopotential number by the normal gravity value computed on the
 PU2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2448.degrees latitude (g = 980.6199 gals.).
 PU2448
 PU2448.The modeled gravity was interpolated from observed gravity values.
 PU2448
 PU2448;                    North         East    Units  Estimated Accuracy
 PU2448;SPC SD N     -    87,860.      429,270.      MT  (+/- 180 meters Scaled)
 PU2448
 PU2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK261428(NAD 83)
 PU2448
 PU2448                          SUPERSEDED SURVEY CONTROL
 PU2448
 PU2448  NGVD 29 (04/17/07)  767.43   (m)         2517.8    (f) RESET       3  
 PU2448
 PU2448.Superseded values are not recommended for survey control.
 PU2448
 PU2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2448.See file dsdata.pdf to determine how the superseded data were derived.
 PU2448
 PU2448_MARKER: DR = REFERENCE MARK DISK
 PU2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2448_STAMPING: PLAINVIEW 2 NO 4 1990
 PU2448_MARK LOGO: NGS
 PU2448_PROJECTION: FLUSH
 PU2448_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2448+STABILITY: SURFACE MOTION
 PU2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2448+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2448
 PU2448  HISTORY     - Date     Condition        Report By
 PU2448  HISTORY     - 1990     MONUMENTED       NGS
 PU2448  HISTORY     - 19950605 GOOD             NGS
 PU2448
 PU2448                          STATION DESCRIPTION
 PU2448
 PU2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2448'22.69 KM (14.10 MI) EAST FROM WHITE OWL OR, 8.61 KM (5.35 MI) WEST
 PU2448'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, ALONG STATE HIGHWAY 34,
 PU2448'THEN 56.69 M (185.99 FT) NORTH FROM THE CENTER OF 34, FROM THE CENTER
 PU2448'OF MEADE COUNTY ROAD 39, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST IN
 PU2448'THE RIGHT-OF-WAY FENCE LINE.
 PU2448
 PU2448                          STATION RECOVERY (1995)
 PU2448
 PU2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2448'8.5 KM (5.30 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2448'STATE HIGHWAY 73 IN HOWES, 557.0 M (1827.4 FT) WEST OF MILEPOST 108,
 PU2448'58.4 M (191.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT)
 PU2448'EAST OF REFERENCE MARK 3, 14.3 M (46.9 FT) WEST OF TRIANGULATION
 PU2448'STATION PLAINVIEW 2, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PU2448'1.0 M (3.3 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 PU2448'POST, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 PU2448'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2151 ***********************************************************************
 PU2151  DESIGNATION -  PLAINVIEW CHURCH SPIRE
 PU2151  PID         -  PU2151
 PU2151  STATE/COUNTY-  SD/MEADE
 PU2151  COUNTRY     -  US
 PU2151  USGS QUAD   -  HOWES (2017)
 PU2151
 PU2151                         *CURRENT SURVEY CONTROL
 PU2151  ______________________________________________________________________
 PU2151* NAD 83(1996) POSITION- 44 37 04.77168(N) 102 06 44.31712(W)   ADJUSTED
 PU2151  ______________________________________________________________________
 PU2151  GEOID HEIGHT    -        -19.640 (meters)                     GEOID18
 PU2151  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC18
 PU2151  HORZ ORDER      -  THIRD
 PU2151
 PU2151.The horizontal coordinates were established by classical geodetic methods
 PU2151.and adjusted by the National Geodetic Survey in January 1998.
 PU2151
 PU2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2151.GEOID18 height accuracy estimate available here.
 PU2151
 PU2151.Click photographs - Photos may exist for this station.
 PU2151
 PU2151.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2151
 PU2151. The following values were computed from the NAD 83(1996) position.
 PU2151
 PU2151;                    North         East     Units Scale Factor Converg.
 PU2151;SPC SD N     -    89,379.988   432,372.516   MT  0.99996752   -1 29 41.9
 PU2151;SPC SD N     -   293,240.84  1,418,542.16   sFT  0.99996752   -1 29 41.9
 PU2151;UTM  13      - 4,944,572.402   729,102.780   MT  1.00024551   +2 01 44.8
 PU2151
 PU2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2910244572(NAD 83)
 PU2151
 PU2151                          SUPERSEDED SURVEY CONTROL
 PU2151
 PU2151  NAD 83(1986)-  44 37 04.76344(N)    102 06 44.31621(W) AD(       ) 3
 PU2151  NAD 27      -  44 37 04.81200(N)    102 06 42.73500(W) AD(       ) 3
 PU2151
 PU2151.Superseded values are not recommended for survey control.
 PU2151
 PU2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2151.See file dsdata.pdf to determine how the superseded data were derived.
 PU2151
 PU2151_MARKER: 90 = CHURCH SPIRE
 PU2151
 PU2151  HISTORY     - Date     Condition        Report By
 PU2151  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2151
 PU2151                          STATION DESCRIPTION
 PU2151
 PU2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2151'THE STATION IS LOCATED ABOUT 2 MILES EAST-NORTHEAST OF PLAINVIEW,
 PU2151'AND ABOUT 100 FEET SOUTH OF STATE HIGHWAY NO. 24.
 PU2151'
 PU2151'IT IS A WHITE, WOODEN FRAME BUILDING WITH A SPIRE ON ITS NORTH
 PU2151'SIDE.  THE HEIGHT (GROUND TO APEX OF SPIRE) IS APPROXIMATELY 60
 PU2151'FEET.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0027 ***********************************************************************
 OR0027  DESIGNATION -  PLANKINTON
 OR0027  PID         -  OR0027
 OR0027  STATE/COUNTY-  SD/AURORA
 OR0027  COUNTRY     -  US
 OR0027  USGS QUAD   -  PLANKINTON (2017)
 OR0027
 OR0027                         *CURRENT SURVEY CONTROL
 OR0027  ______________________________________________________________________
 OR0027* NAD 83(1996) POSITION- 43 42 46.50848(N) 098 29 55.16551(W)   ADJUSTED
 OR0027* NAVD 88 ORTHO HEIGHT -   467.897 (meters)     1535.09  (feet) ADJUSTED
 OR0027  ______________________________________________________________________
 OR0027  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 OR0027  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 OR0027  DYNAMIC HEIGHT  -        467.779 (meters)     1534.70  (feet) COMP
 OR0027  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 OR0027
 OR0027  HORZ ORDER      -  SECOND
 OR0027  VERT ORDER      -  FIRST     CLASS II
 OR0027
 OR0027.The horizontal coordinates were established by classical geodetic methods
 OR0027.and adjusted by the National Geodetic Survey in January 1998.
 OR0027
 OR0027.The orthometric height was determined by differential leveling and
 OR0027.adjusted by the NATIONAL GEODETIC SURVEY
 OR0027.in June 1991.
 OR0027
 OR0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0027.GEOID18 height accuracy estimate available here.
 OR0027
 OR0027.Click photographs - Photos may exist for this station.
 OR0027
 OR0027.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0027
 OR0027.The dynamic height is computed by dividing the NAVD 88
 OR0027.geopotential number by the normal gravity value computed on the
 OR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0027.degrees latitude (g = 980.6199 gals.).
 OR0027
 OR0027.The modeled gravity was interpolated from observed gravity values.
 OR0027
 OR0027. The following values were computed from the NAD 83(1996) position.
 OR0027
 OR0027;                    North         East     Units Scale Factor Converg.
 OR0027;SPC SD S     -   154,893.057   747,834.479   MT  0.99990823   +1 15 56.4
 OR0027;SPC SD S     -   508,178.30  2,453,520.29   sFT  0.99990823   +1 15 56.4
 OR0027;UTM  14      - 4,840,110.302   540,388.048   MT  0.99962006   +0 20 47.2
 OR0027
 OR0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0027!SPC SD S     -   0.99993070  x   0.99990823  =   0.99983894
 OR0027!UTM  14      -   0.99993070  x   0.99962006  =   0.99955079
 OR0027
 OR0027:                Primary Azimuth Mark                     Grid Az
 OR0027:SPC SD S     -  ISAAC                                    090 00 13.4
 OR0027:UTM  14      -  ISAAC                                    090 55 22.6
 OR0027
 OR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP4038840110(NAD 83)
 OR0027
 OR0027|---------------------------------------------------------------------|
 OR0027| PID    Reference Object                     Distance      Geod. Az  |
 OR0027|                                                           dddmmss.s |
 OR0027| OR0019 ISAAC                               APPROX.16.1 KM 0911609.8 |
 OR0027| CO3486 PLANKINTON RM 2                      22.840 METERS 16713     |
 OR0027| OR0028 PLANKINTON RM 1                      47.613 METERS 27331     |
 OR0027|---------------------------------------------------------------------|
 OR0027
 OR0027                          SUPERSEDED SURVEY CONTROL
 OR0027
 OR0027  NAD 83(1995)-  43 42 46.52372(N)    098 29 55.15264(W) AD(       ) 2
 OR0027  NAD 83(1986)-  43 42 46.52703(N)    098 29 55.15774(W) AD(       ) 2
 OR0027  NAD 27      -  43 42 46.56100(N)    098 29 53.84900(W) AD(       ) 2
 OR0027  NGVD 29 (??/??/92)  467.573  (m)         1534.03   (f) ADJ UNCH    1 2
 OR0027  NGVD 29             467.57   (m)         1534.0    (f) LEVELING    3  
 OR0027
 OR0027.Superseded values are not recommended for survey control.
 OR0027
 OR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0027.See file dsdata.pdf to determine how the superseded data were derived.
 OR0027
 OR0027_MARKER: DS = TRIANGULATION STATION DISK
 OR0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0027_STAMPING: PLANKINTON 1924
 OR0027_MARK LOGO: CGS
 OR0027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0027+STABILITY: SURFACE MOTION
 OR0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0027+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1991
 OR0027
 OR0027  HISTORY     - Date     Condition        Report By
 OR0027  HISTORY     - 1924     MONUMENTED       CGS
 OR0027  HISTORY     - 1924     GOOD             CGS
 OR0027  HISTORY     - 1935     GOOD             CGS
 OR0027  HISTORY     - 1935     GOOD             CGS
 OR0027  HISTORY     - 1966     GOOD             CGS
 OR0027  HISTORY     - 1967     GOOD             CGS
 OR0027  HISTORY     - 19850514 GOOD             NGS
 OR0027  HISTORY     - 19910623 GOOD             NGS
 OR0027
 OR0027                          STATION DESCRIPTION
 OR0027
 OR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0027'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0027'ST. PAUL AND PACIFIC RAILROAD, ABOUT 1/2 MILE W OF THE TOWN
 OR0027'OF PLANKINTON AND AT THE POINT OF INTERSECTION OF THE FIRST
 OR0027'CURVE W OF PLANKINTON.  IT IS ABOUT 250 YARDS W OF WHISTLE
 OR0027'POST, 35 FEET S OF S RAIL, AND ABOUT 6 FEET N OF FENCE MARKING
 OR0027'SOUTHERN LIMITS OF THE RIGHT-OF-WAY.
 OR0027'
 OR0027'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OR0027'IN CONCRETE.
 OR0027'
 OR0027'REFERENCE MARK IS ABOUT 40 YARDS W OF STATION JUST INSIDE
 OR0027'FENCE MARKING SOUTHERN LIMITS OF THE RIGHT-OF-WAY.
 OR0027'
 OR0027'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.95 METERS.
 OR0027
 OR0027                          STATION RECOVERY (1924)
 OR0027
 OR0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0027'0.8 MI W FROM PLANKINTON.
 OR0027'ABOUT 3/4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0027'AND PACIFIC RAILROAD FROM THE STATION AT PLANKINTON, AURORA
 OR0027'COUNTY, ABOUT 760 FEET WEST OF A WHISTLE POST, A SHORT DISTANCE
 OR0027'WEST OF THE POINT OF INTERSECTION OF THE FIRST CURVE WEST OF THE
 OR0027'TOWN, 43 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 7 FEET
 OR0027'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION-STATION
 OR0027'DISK, STAMPED PLANKINTON 1924 AND SET IN THE TOP OF A CONCRETE
 OR0027'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OR0027
 OR0027                          STATION RECOVERY (1935)
 OR0027
 OR0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0027'THIS STATION RECOVERED JUNE 10, 1935 AND FOUND TO BE IN GOOD
 OR0027'CONDITION.  STATION MARK IS NOT EXACTLY AT POINT OF INTERSECTION
 OR0027'OF FIRST CURVE W OF PLANKINTON BUT IS NEAR IT.  IT IS ACTUALLY
 OR0027'A SHORT DISTANCE W OF POINT OF INTERSECTION AND ON WESTWARD
 OR0027'PROLONGATION OF TANGENT THROUGH PLANKINTON.  THE DISTANCE GIVEN
 OR0027'IN THE DESCRIPTION, ABOUT 250 YARDS W OF WHISTLE POST, IS
 OR0027'CORRECT.  HOWEVER, I FOUND THE MARK TO BE 43 FEET S OF CENTER
 OR0027'LINE OF TRACK RATHER THEN 35 FEET S OF S RAIL.  ALSO, IT IS 7
 OR0027'FEET N OF S RIGHT-OF-WAY FENCE.
 OR0027'
 OR0027'REFERENCE MARK IS ABOUT 285 YARDS W OF WHISTLE POST, 48.5 FEET
 OR0027'S OF CENTER LINE OF TRACK, 1.5 FEET N OF S RIGHT-OF-WAY FENCE,
 OR0027'AND ABOUT 156 FEET W OF STATION.
 OR0027
 OR0027                          STATION RECOVERY (1935)
 OR0027
 OR0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0027'RECOVERED IN GOOD CONDITION.
 OR0027
 OR0027                          STATION RECOVERY (1966)
 OR0027
 OR0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 OR0027'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OR0027'THE REFERENCE MARK WAS NOT LOCATED AT THIS DATE.  EVIDENTLY
 OR0027'THE MARK HAS BEEN DESTROYED.  A NEW DESCRIPTION TO REACH
 OR0027'THE STATION FOLLOWS.
 OR0027'
 OR0027'TO REACH THE STATION FROM THE POST OFFICE IN PLANKINTON, GO
 OR0027'SOUTH ON THE MAIN STREET FOR 0.25 MILE TO U.S. HIGHWAY 16.
 OR0027'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 16 FOR 0.7 MILE AND
 OR0027'THE STATION ON THE RIGHT.  THE STATION MARK IS 48 FEET WEST
 OR0027'OF A TELEPHONE POLE NUMBER 20-7, ABOUT 30 YARDS NORTH OF U.S.
 OR0027'HIGHWAY 16 AND 45 FEET SOUTH OF THE RAILROAD TRACKS.
 OR0027'
 OR0027'NOTE--THE STATION MARK IS STAMPED PLAKINTON 1924.
 OR0027'
 OR0027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE WEST
 OR0027'OF PLANKINTON AND ABOUT 30 YARDS NORTH OF U.S. HIGHWAY 16.
 OR0027
 OR0027                          STATION RECOVERY (1967)
 OR0027
 OR0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OR0027'THE STATION WAS RECOVERED AND STATION AND REFERENCE MARK
 OR0027'NO. 1 WERE FOUND IN GOOD CONDITION.  ONE NEW REFERENCE
 OR0027'MARK WAS ESTABLISHED AT THE TIME OF RECOVERY.  THE STAMPING
 OR0027'WAS INCORRECT ON BOTH MARKS.
 OR0027'
 OR0027'TO REACH FROM PLANKINTON, FROM THE MAIN INTERSECTION SOUTH
 OR0027'OF THE BUSINESS DISTRICT, GO WEST ON U.S. HIGHWAY 16 FOR
 OR0027'0.7 MILE TO THE STATION ON THE RIGHT.
 OR0027'
 OR0027'THE STATION IS ABOUT 150 FEET NORTH OF THE CENTERLINE OF
 OR0027'U.S. HIGHWAY 16, 40.4 FEET SOUTH OF THE CENTER OF THE SOUTH
 OR0027'RAIL OF THE RAILROAD, 49.7 FEET WEST-NORTHWEST OF A TELEGRAPH
 OR0027'POLE AND 2 FEET WEST OF A METAL WITNESS POST.  THE MARK
 OR0027'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED PLAKINTON 1924.
 OR0027'
 OR0027'R.M. NO. 1 IS 45.8 FEET SOUTH OF THE CENTER OF THE SOUTH
 OR0027'RAIL AND 4.8 FEET EAST OF A TELEGRAPH POLE.  THE MARK IS ABOUT
 OR0027'2 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED PLAKINTON
 OR0027'NO 1 1924.
 OR0027'
 OR0027'R.M. NO. 2 IS 83.3 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 OR0027'U.S. 16, NEAR THE CENTER OF A LONG CURVE AND IS 14 FEET EAST
 OR0027'OF THE CENTER OF AN APPROACH.  THE MARK IS FLUSH AND THE
 OR0027'DISK IS STAMPED PLANKINTON NO 2 1924 1967.
 OR0027'
 OR0027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 OR0027'WEST OF PLANKINTON
 OR0027
 OR0027                          STATION RECOVERY (1985)
 OR0027
 OR0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OR0027'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 OR0027'REFERENCE MARK 2 WAS RECOVERED DESTROYED.  REFERENCE MARK 3 AND AN
 OR0027'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 OR0027'DIRECTION TO RM 1 AGREED FAVORABLY WITH THE 1967 DATA.  NEW
 OR0027'DESCRIPTIVE TEXT FOLLOWS.  THE STATION LOCATED ABOUT 0.8 KM (0.50 MI)
 OR0027'WEST OF PLANKINTON, ALONG THE NORTH SIDE OF OLD HIGHWAY 16 AND ALONG
 OR0027'THE SOUTH SIDE OF A RAILROAD TRACK.  TO REACH THE STATION FROM THE
 OR0027'POST OFFICE IN PLANKINTON, GO SOUTH ON MAIN STREET FOR 0.3 KM (0.20
 OR0027'MI) TO RAILROAD TRACK AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 OR0027'SOUTH FOR 0.3 KM (0.20 MI) TO OLD HIGHWAY 16 (DAVENPORT STREET) .
 OR0027'TURN RIGHT AND GO WEST ON OLD HIGHWAY 16 FOR 1.1 KM (0.70 MI) TO THE
 OR0027'STATION ON THE RIGHT.  THE STATION IS A STANDARD CGS DISK STAMPED
 OR0027'PLANKINTON 1924 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14
 OR0027'INCHES (32 CM) IN DIAMETER PROJECTING 4 INCHES,10 CM,ABOVE THE GROUND.
 OR0027'LOCATED 45.6 METERS (149.6 FT) N FROM THE CENTER OF OLD HIGHWAY 16.
 OR0027'13.1 METERS (43.0 FT) S FROM THE CENTER OF RAILROAD TRACK.  6.4 METERS
 OR0027'(21.0 FT) W FROM THE PROJECTED CENTER OF AN APPROACH.  0.6 METER (2.0
 OR0027'FT) WEST OF A METAL WITNESS POST.  REFERENCE MARK NO 1 IS STAMPED
 OR0027'PLANKINTON NO 1 1924 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14
 OR0027'INCHES (35 CM) IN DIAMETER RECESSED 2 INCHES (5 CM)BELOW THE GROUND.
 OR0027'LOCATED 36.8 METERS (120.7 FT) N FROM THE CENTER OF OLD HIGHWAY 16.
 OR0027'53.9 METERS (176.8 FT) W FROM THE PROJECTED CENTER OF THE APPRACH.
 OR0027'14.8 METERS (48.6 FT) S FROM THE CENTER OF RAILROAD TRACK.  0.3 METER
 OR0027'(1.0 FT) E FROM A WITNESS POST, AND 0.3 FEET (0.1 METER) HIGHER THAN
 OR0027'THE STATION. REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED
 OR0027'PLANKINTON 1924 NO 3 1985 SET INTO THE TOP OF A ROUND CONCRETE
 OR0027'MONUMENT 10 INCHES (25 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 OR0027'30.0 METERS (98.4 FT) N FROM THE CENTER OF OLD HIGHWAY 16.  28.8
 OR0027'METERS (94.5 FT) S FROM THE CENTER OF RAILROAD TRACK.  4.9 METERS
 OR0027'(16.1 FT) W FROM THE CENTER OF APPROACH.  0.3 METER (1.0 FT) W FROM A
 OR0027'WITNESS POST, AND 0.3 FEET, (0.1 METER) HIGHER THAN THE STATION.
 OR0027'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED PLANKINTON 1924 1985
 OR0027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 OR0027'DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED IN
 OR0027'PLANKINTON, EAST-SOUTHEAST OF THE CO-OP ELEVATOR AND SOUTHWEST OF THE
 OR0027'JENSEN GRAIN COMPANY ELEVATOR, ABOUT 38 M (124.7 FT) NORTH OF THE
 OR0027'CENTER OF PENNINGTON STREET AND ALONG THE WEST SIDE OF MAIN STREET.
 OR0027'LOCATED 12.8 METERS (42.0 FT) W FROM THE CENTER OF MAIN STREET.  3.5
 OR0027'METERS (11.5 FT) N FROM THE CENTER OF THE MAIN RAILROAD TRACK.  0.5
 OR0027'METER (1.6 FT) S FROM A WITNESS POST.
 OR0027
 OR0027                          STATION RECOVERY (1991)
 OR0027
 OR0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0027'0.6 KM (0.4 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OR0027'PLANKINTON, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG DAVENPORT STREET
 OR0027'(OLD U.S. HIGHWAY 16), 47.7 M (156.5 FT) EAST OF REFERENCE MARK 1,
 OR0027'45.5 M (149.3 FT) NORTH OF THE CENTERLINE OF THE STREET, 15.6 M (51.2
 OR0027'FT) NORTH OF REFERENCE MARK 3, 12.3 M (40.4 FT) SOUTH OF THE NEAR
 OR0027'RAIL OF THE DAKOTA SOUTHERN RAILROAD, 0.6 M (2.0 FT) WEST OF A
 OR0027'WITNESS POST AND FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 OR0027'HIGHWAY, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 OR0027'SURFACE.  NOTE--THE DISK IS STAMPED AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0028 ***********************************************************************
 OR0028  DESIGNATION -  PLANKINTON RM 1
 OR0028  PID         -  OR0028
 OR0028  STATE/COUNTY-  SD/AURORA
 OR0028  COUNTRY     -  US
 OR0028  USGS QUAD   -  PLANKINTON (2017)
 OR0028
 OR0028                         *CURRENT SURVEY CONTROL
 OR0028  ______________________________________________________________________
 OR0028* NAD 83(1986) POSITION- 43 42 46.60   (N) 098 29 57.29   (W)   HD_HELD1
 OR0028* NAVD 88 ORTHO HEIGHT -   468.00  (+/-2cm)     1535.4   (feet) VERTCON3
 OR0028  ______________________________________________________________________
 OR0028  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 OR0028  VERT ORDER      -  ? (See Below)
 OR0028
 OR0028.The horizontal coordinates were determined by differentially corrected
 OR0028.hand held GPS observations or other comparable positioning techniques
 OR0028.and have an estimated accuracy of +/- 3 meters.
 OR0028
 OR0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0028
 OR0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0028.GEOID18 height accuracy estimate available here.
 OR0028
 OR0028.The vertical order pertains to the NGVD 29 superseded value.
 OR0028
 OR0028.Click photographs - Photos may exist for this station.
 OR0028
 OR0028;                    North         East    Units  Estimated Accuracy
 OR0028;SPC SD S     -   154,894.8     747,786.9     MT  (+/- 3 meters HH1 GPS) 
 OR0028
 OR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP4034040112(NAD 83)
 OR0028
 OR0028                          SUPERSEDED SURVEY CONTROL
 OR0028
 OR0028  NGVD 29 (??/??/92)  467.680  (m)         1534.38   (f) ADJ UNCH       
 OR0028
 OR0028.Superseded values are not recommended for survey control.
 OR0028
 OR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0028.See file dsdata.pdf to determine how the superseded data were derived.
 OR0028
 OR0028_MARKER: DR = REFERENCE MARK DISK
 OR0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0028_STAMPING: PLANKINTON NO 1 1924
 OR0028_MARK LOGO: CGS
 OR0028_PROJECTION: FLUSH
 OR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0028+STABILITY: SURFACE MOTION
 OR0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0028+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1991
 OR0028
 OR0028  HISTORY     - Date     Condition        Report By
 OR0028  HISTORY     - 1924     MONUMENTED       CGS
 OR0028  HISTORY     - 19910623 GOOD             NGS
 OR0028
 OR0028                          STATION DESCRIPTION
 OR0028
 OR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0028'0.8 MI W FROM PLANKINTON.
 OR0028'ABOUT 3/4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0028'AND PACIFIC RAILROAD FROM THE STATION AT PLANKINTON, AURORA
 OR0028'COUNTY, ABOUT 285 YARDS WEST OF A WHISTLE POST, NEAR THE POINT
 OR0028'OF INTERSECTION OF THE FIRST CURVE WEST OF THE TOWN, ABOUT 52
 OR0028'YARDS WEST OF TRAVERSE STATION PLANKINTON, DESCRIBED ABOVE,
 OR0028'AND 48-1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 OR0028'STANDARD REFERENCE-MARK DISK, STAMPED PLANKINTON 1924 AND SET
 OR0028'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0028
 OR0028                          STATION RECOVERY (1991)
 OR0028
 OR0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0028'0.6 KM (0.4 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OR0028'PLANKINTON, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG DAVENPORT STREET
 OR0028'(OLD U.S. HIGHWAY 16), 47.7 M (156.5 FT) WEST OF TRIANGULATION
 OR0028'STATION PLANKINTON, 36.9 M (121.1 FT) NORTH OF THE CENTERLINE OF THE
 OR0028'STREET, 14.0 M (45.9 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA
 OR0028'SOUTHERN RAILROAD, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE,
 OR0028'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 OR0028'FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK IS STAMPED AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1030 ***********************************************************************
 PT1030  DESIGNATION -  PLATEAU
 PT1030  PID         -  PT1030
 PT1030  STATE/COUNTY-  SD/STANLEY
 PT1030  COUNTRY     -  US
 PT1030  USGS QUAD   -  PIERRE (2017)
 PT1030
 PT1030                         *CURRENT SURVEY CONTROL
 PT1030  ______________________________________________________________________
 PT1030* NAD 83(1996) POSITION- 44 19 35.15314(N) 100 18 03.28345(W)   ADJUSTED
 PT1030* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 PT1030  ______________________________________________________________________
 PT1030  GEOID HEIGHT    -        -23.608 (meters)                     GEOID18
 PT1030  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 PT1030  HORZ ORDER      -  SECOND
 PT1030
 PT1030.The horizontal coordinates were established by classical geodetic methods
 PT1030.and adjusted by the National Geodetic Survey in January 1998.
 PT1030
 PT1030.The orthometric height was scaled from a topographic map.
 PT1030
 PT1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1030.GEOID18 height accuracy estimate available here.
 PT1030
 PT1030.Click photographs - Photos may exist for this station.
 PT1030
 PT1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1030
 PT1030. The following values were computed from the NAD 83(1996) position.
 PT1030
 PT1030;                    North         East     Units Scale Factor Converg.
 PT1030;SPC SD S     -   221,425.298   602,586.043   MT  0.99998326   +0 01 20.5
 PT1030;SPC SD S     -   726,459.50  1,976,984.38   sFT  0.99998326   +0 01 20.5
 PT1030;UTM  14      - 4,908,952.788   396,273.850   MT  0.99973232   -0 54 32.7
 PT1030
 PT1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1030!SPC SD S     -   0.99991914  x   0.99998326  =   0.99990240
 PT1030!UTM  14      -   0.99991914  x   0.99973232  =   0.99965148
 PT1030
 PT1030:                Primary Azimuth Mark                     Grid Az
 PT1030:SPC SD S     -  CEMETERY RESET                           354 45 13.2
 PT1030:UTM  14      -  CEMETERY RESET                           355 41 06.4
 PT1030
 PT1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9627308952(NAD 83)
 PT1030
 PT1030|---------------------------------------------------------------------|
 PT1030| PID    Reference Object                     Distance      Geod. Az  |
 PT1030|                                                           dddmmss.s |
 PT1030| PT1032 CEMETERY RESET                      APPROX. 4.4 KM 3544633.7 |
 PT1030|---------------------------------------------------------------------|
 PT1030
 PT1030                          SUPERSEDED SURVEY CONTROL
 PT1030
 PT1030  NAD 83(1986)-  44 19 35.14917(N)    100 18 03.28776(W) AD(       ) 2
 PT1030  NAD 27      -  44 19 35.20800(N)    100 18 01.80700(W) AD(       ) 2
 PT1030  MORC        -  44 19 32.50000(N)    100 18 01.60000(W) AD(       ) 3
 PT1030
 PT1030.Superseded values are not recommended for survey control.
 PT1030
 PT1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1030.See file dsdata.pdf to determine how the superseded data were derived.
 PT1030
 PT1030_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PT1030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1030_MARK LOGO: MORC
 PT1030_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1030
 PT1030  HISTORY     - Date     Condition        Report By
 PT1030  HISTORY     - 1889     MONUMENTED       MORC
 PT1030  HISTORY     - 19810626 GOOD             NGS
 PT1030
 PT1030                          STATION DESCRIPTION
 PT1030
 PT1030'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1030'PLATEAU IS ON THE RIGHT BANK, ON SPUR OF PLATEAU POINTING TOWARDS
 PT1030'PIERRE, 4-1/2 MILES BELOW FORT PIERRE AND THREE-FOURTHS MILE BACK FROM
 PT1030'RIVER.  THERE IS HIGHER LAND ONE-FOURTH OF A MILE SOUTHEAST.
 PT1030
 PT1030                          STATION RECOVERY (1981)
 PT1030
 PT1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1030'THE PIPE MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND
 PT1030'2 WERE ESTABLISHED AT THIS TIME.  LANDMARK PIERE S DAK ST CAPITOL DOME
 PT1030'WILL SUFFICE FOR AN AZIMUTH.  A NEW ROUTE TO THE STATION WAS
 PT1030'ESTABLISHED.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PT1030'
 PT1030'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF FORT PIERE,
 PT1030'1.1 KM (0.70 MI) SOUTH OF THE SOUTH BANK OF THE MISSOURI RIVER, ALONG
 PT1030'THE NORTHEAST SIDE OF A PLATEAU ON PROPERTY OWNED BY MR. NEIL CLARKE,
 PT1030'BOX 452, FORT PIERRE, SOUTH DAKOTA, 605-223-2071.  CONTACT MR. CLARK
 PT1030'BEFORE ENTERING PROPERTY AND DO NOT ATTEMPT TO DRIVE ACROSS PROPERTY
 PT1030'WHEN WET.
 PT1030'
 PT1030'TO REACH THE STATION FROM THE STANLEY COUNTY COURTHOUSE IN FORT
 PT1030'PIERRE, GO SOUTH ON HIGHWAY 83 FOR 2.9 KM (1.80 MI) TO A SIDE ROAD
 PT1030'LEFT. TURN LEFT ON A GRAVELED ROAD AND GO EAST, SOUTHEAST, AND EAST
 PT1030'FOR 5.6 KM (3.45 MI) TO A SIDE ROAD RIGHT.  CONTINUE EAST ON GRAVELED
 PT1030'ROAD FOR 2.4 KM (1.50 MI) TO A GATE ON THE LEFT. TURN LEFT, PASSING
 PT1030'THROUGH GATE, AND FOLLOW TRACK ROAD NORTH FOR 0.6 KM (0.35 MI) TO A
 PT1030'WATER TANK ON THE LEFT. CONTINUE NORTH AND NORTHWEST ON TRACK ROAD FOR
 PT1030'1.3 KM (0.80 MI) TO A GATE.  PASS THROUGH GATE AND FOLLOW TRAIL
 PT1030'NORTHWEST FOR 1.8 KM (1.10 MI) TO THE TOP OF A PLATEAU.  CONTINUE
 PT1030'NORTHWEST, ACROSS PLATEAU, FOR 0.6 KM (0.35 MI) TO THE NORTH EDGE OF
 PT1030'PLATEAU AND STATION.
 PT1030'
 PT1030'THE STATION IS A PIPE CAP WITH A RAISED TRIANGLE WITH A HOLE IN THE
 PT1030'CENTER, BOLTED TO THE TOP OF A 10 CM (4 INCH) IRON PIPE WHICH PROJECTS
 PT1030'40 CM (16 INCHES) ABOVE THE GROUND. U.S. MISSOURI RIVER COMMISSION IS
 PT1030'CAST IN THE CAP.  LOCATED 4.5 SOUTHWEST FROM THE NORTHEAST EDGE OF THE
 PT1030'PLATEAU, 0.29 METERS (0.95 FT) NORTH FROM A METAL WITNESS POST.
 PT1030'
 PT1030'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED PLATEAU MORC 1889
 PT1030'NO 2 1981 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES 30
 PT1030'CM IN DIAMETER PROJECTING ALONG THE WEST EDGE OF THE PLATEAU.  LOCATED
 PT1030'11.43 METERS (37.50 FT) SOUTHWEST FROM A METAL WITNESS POST, AND 2
 PT1030'FEET (0.6 M) 0.6 METERS (2.0 FT) LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2234 ***********************************************************************
 PU2234  DESIGNATION -  PLATEAU
 PU2234  PID         -  PU2234
 PU2234  STATE/COUNTY-  SD/MEADE
 PU2234  COUNTRY     -  US
 PU2234  USGS QUAD   -  ENNING (2017)
 PU2234
 PU2234                         *CURRENT SURVEY CONTROL
 PU2234  ______________________________________________________________________
 PU2234* NAD 83(1996) POSITION- 44 36 16.05545(N) 102 36 41.91740(W)   ADJUSTED
 PU2234* NAVD 88 ORTHO HEIGHT -   979.    (meters)     3212.    (feet) SCALED
 PU2234  ______________________________________________________________________
 PU2234  GEOID HEIGHT    -        -18.256 (meters)                     GEOID18
 PU2234  LAPLACE CORR    -         -6.76  (seconds)                    DEFLEC18
 PU2234  HORZ ORDER      -  SECOND
 PU2234
 PU2234.The horizontal coordinates were established by classical geodetic methods
 PU2234.and adjusted by the National Geodetic Survey in January 1998.
 PU2234
 PU2234.The orthometric height was scaled from a topographic map.
 PU2234
 PU2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2234.GEOID18 height accuracy estimate available here.
 PU2234
 PU2234.Click photographs - Photos may exist for this station.
 PU2234
 PU2234.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2234
 PU2234. The following values were computed from the NAD 83(1996) position.
 PU2234
 PU2234;                    North         East     Units Scale Factor Converg.
 PU2234;SPC SD N     -    89,033.141   392,710.639   MT  0.99996932   -1 50 54.1
 PU2234;SPC SD N     -   292,102.90  1,288,418.15   sFT  0.99996932   -1 50 54.1
 PU2234;UTM  13      - 4,941,787.150   689,530.460   MT  1.00004176   +1 40 39.4
 PU2234
 PU2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2234!SPC SD N     -   0.99984931  x   0.99996932  =   0.99981863
 PU2234!UTM  13      -   0.99984931  x   1.00004176  =   0.99989106
 PU2234
 PU2234:                Primary Azimuth Mark                     Grid Az
 PU2234:SPC SD N     -  PLATEAU AZ MK                            271 27 45.1
 PU2234:UTM  13      -  PLATEAU AZ MK                            267 56 11.6
 PU2234
 PU2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8953041787(NAD 83)
 PU2234
 PU2234|---------------------------------------------------------------------|
 PU2234| PID    Reference Object                     Distance      Geod. Az  |
 PU2234|                                                           dddmmss.s |
 PU2234| CQ4633 PLATEAU RM 1                         20.859 METERS 14736     |
 PU2234| CQ4634 PLATEAU RM 2                         20.495 METERS 25822     |
 PU2234| CQ4632 PLATEAU AZ MK                                      2693651.0 |
 PU2234|---------------------------------------------------------------------|
 PU2234
 PU2234                          SUPERSEDED SURVEY CONTROL
 PU2234
 PU2234  NAD 83(1993)-  44 36 16.04757(N)    102 36 41.91743(W) AD(       ) 2
 PU2234  NAD 83(1986)-  44 36 16.04732(N)    102 36 41.91696(W) AD(       ) 2
 PU2234  NAD 27      -  44 36 16.08770(N)    102 36 40.31010(W) AD(       ) 2
 PU2234
 PU2234.Superseded values are not recommended for survey control.
 PU2234
 PU2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2234.See file dsdata.pdf to determine how the superseded data were derived.
 PU2234
 PU2234_MARKER: DS = TRIANGULATION STATION DISK
 PU2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2234_STAMPING: PLATEAU 1951
 PU2234_MARK LOGO: CGS
 PU2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2234+STABILITY: SURFACE MOTION
 PU2234
 PU2234  HISTORY     - Date     Condition        Report By
 PU2234  HISTORY     - 1951     MONUMENTED       CGS
 PU2234  HISTORY     - 1962     GOOD             CGS
 PU2234
 PU2234                          STATION DESCRIPTION
 PU2234
 PU2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2234'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF UNION
 PU2234'CENTER, AT THE SOUTH SIDE (CENTER) OF SECTION 36, T 8 N, R 12 E, IN
 PU2234'PASTURE LAND LEASED BY MR. C. F. FUNK, 40 FEET NORTHWEST OF
 PU2234'A T-INTERSECTION OF WIRE FENCE, 14 FEET NORTH OF A WITNESS POST,
 PU2234'AND 14 FEET NORTH OF A WIRE FENCE.
 PU2234'
 PU2234'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER, GO
 PU2234'EAST ON STATE HIGHWAY NO. 24 FOR 0.2 MILE.  THEN LEFT, NORTH,
 PU2234'ON A GRAVELED ROAD FOR 4.2 MILES (SCHOOL HOUSE ON THE RIGHT).
 PU2234'THEN RIGHT, EAST, ON A GRAVELED ROAD FOR 2.15 MILES.  THEN RIGHT,
 PU2234'SOUTH, ON A TRACK ROAD FOR 1.0 MILE TO A WIRE GATE ON THE LEFT.
 PU2234'THEN LEFT, EAST, THROUGH THE GATE AND ACROSS PASTURE LAND FOR
 PU2234'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 PU2234'EAST FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PU2234'
 PU2234'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2234'PLATEAU 1951.
 PU2234'
 PU2234'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF THE T-INTERSECTION OF
 PU2234'WIRE FENCES, AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 8
 PU2234'INCHES, AND THE DISK IS STAMPED PLATEAU NO 1 1951.
 PU2234'
 PU2234'REFERENCE MARK NO. 2 IS 66 FEET WEST OF THE WITNESS POST, AND
 PU2234'1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 3 INCHES, AND THE
 PU2234'DISK IS STAMPED PLATEAU NO 2 1951.
 PU2234'
 PU2234'THE AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 PU2234'AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 8 INCHES, AND
 PU2234'THE DISK IS STAMPED PLATEAU 1951.
 PU2234'
 PU2234'THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2234'CYLINDERS.
 PU2234'
 PU2234'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PU2234
 PU2234                          STATION RECOVERY (1962)
 PU2234
 PU2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2234'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 PU2234'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PU2234'
 PU2234'THE STATION IS 4-1/2 MILES NORTHEAST OF UNION CENTER, AT THE
 PU2234'SOUTH SIDE AND CENTER OF SECTION 36, T 6 N, R 12 E, IN PASTURE
 PU2234'LAND LEASED BY MR. C.F. FUNK WHO RESIDES IN ENNING.
 PU2234'
 PU2234'TO REACH THE STATION FROM UNION CENTER, DRIVE EAST ON STATE
 PU2234'HIGHWAY 34 FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 PU2234'AND DRIVE NORTH ON THE GRAVELED ROAD FOR 4.2 MILES TO A SIDE
 PU2234'ROAD AND A SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT AND DRIVE EAST
 PU2234'ON THE GRAVELED ROAD FOR 2.1 MILES TO A CROSSROAD.  TURN RIGHT
 PU2234'AND DRIVE SOUTH, UP HILL, ON AN UNIMPROVED SECTION ROAD FOR 1.0
 PU2234'MILE.  TURN LEFT AND DRIVE EAST ON ANOTHER FENCED SECTION
 PU2234'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK AT THE NORTH
 PU2234'RIGHT-OF-WAY FENCE.  CONTINUE EAST ON THE ROAD FOR 0.35
 PU2234'MILE TO THE END OF THE SECTION ROAD AND THE STATION ON THE LEFT.
 PU2234'
 PU2234'THE STATION IS MARKED BY STANDARD DISKS.  THE
 PU2234'SURFACE DISK, STAMPED PLATEAU 1951, IS SET IN THE CENTER OF THE
 PU2234'TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2234'PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 PU2234'14 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND THE NORTH
 PU2234'RIGHT-OF-WAY FENCE.
 PU2234'
 PU2234'REFERENCE MARK 1, A STANDARD DISK STAMPED PLATEAU NO 1 1951,
 PU2234'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2234'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2234'IT IS SET IN THE CENTER OF THE EAST END OF THE FENCED LANE, 35
 PU2234'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 1.0 FOOT WEST OF
 PU2234'A NORTH-SOUTH FENCE LYING ACROSS THE EAST END OF THE LANE.
 PU2234'
 PU2234'REFERENCE MARK 2, A STANDARD DISK STAMPED PLATEAU NO 2 1951,
 PU2234'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2234'IN DIAMETER, PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2234'IT IS 36 FEET NORTH OF THE CENTER OF THE FENCED LANE AND 1.0
 PU2234'FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 PU2234'
 PU2234'THE AZIMUTH MARK, A STANDARD DISK STAMPED PLATEAU 1951, IS SET
 PU2234'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2234'DIAMETER, PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2234'IT IS 34 FEET NORTH OF THE CENTER OF THE FENCED LANE, 1.5 FEET
 PU2234'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.0 FOOT
 PU2234'NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0837 ***********************************************************************
 OR0837  DESIGNATION -  PLATTE
 OR0837  PID         -  OR0837
 OR0837  STATE/COUNTY-  SD/CHARLES MIX
 OR0837  COUNTRY     -  US
 OR0837  USGS QUAD   -  CASTALIA (2017)
 OR0837
 OR0837                         *CURRENT SURVEY CONTROL
 OR0837  ______________________________________________________________________
 OR0837* NAD 83(1996) POSITION- 43 21 06.40884(N) 098 57 47.39985(W)   ADJUSTED
 OR0837* NAVD 88 ORTHO HEIGHT -   475.    (meters)     1558.    (feet) SCALED
 OR0837  ______________________________________________________________________
 OR0837  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 OR0837  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 OR0837  HORZ ORDER      -  THIRD
 OR0837
 OR0837.The horizontal coordinates were established by classical geodetic methods
 OR0837.and adjusted by the National Geodetic Survey in January 1998.
 OR0837
 OR0837.The orthometric height was scaled from a topographic map.
 OR0837
 OR0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0837.GEOID18 height accuracy estimate available here.
 OR0837
 OR0837.Click photographs - Photos may exist for this station.
 OR0837
 OR0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0837
 OR0837. The following values were computed from the NAD 83(1996) position.
 OR0837
 OR0837;                    North         East     Units Scale Factor Converg.
 OR0837;SPC SD S     -   114,056.346   711,071.049   MT  0.99991764   +0 56 42.8
 OR0837;SPC SD S     -   374,199.86  2,332,905.60   sFT  0.99991764   +0 56 42.8
 OR0837;UTM  14      - 4,799,881.257   502,985.044   MT  0.99960011   +0 01 31.0
 OR0837
 OR0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0837!SPC SD S     -   0.99992960  x   0.99991764  =   0.99984724
 OR0837!UTM  14      -   0.99992960  x   0.99960011  =   0.99952973
 OR0837
 OR0837:                Primary Azimuth Mark                     Grid Az
 OR0837:SPC SD S     -  PLATTE AZ MK                             179 00 00.1
 OR0837:UTM  14      -  PLATTE AZ MK                             179 55 11.9
 OR0837
 OR0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0298599881(NAD 83)
 OR0837
 OR0837|---------------------------------------------------------------------|
 OR0837| PID    Reference Object                     Distance      Geod. Az  |
 OR0837|                                                           dddmmss.s |
 OR0837| CO3494 PLATTE RM 2                          10.046 METERS 00610     |
 OR0837| CO3493 PLATTE RM 1                          10.534 METERS 17413     |
 OR0837| CO3492 PLATTE AZ MK                                       1795642.9 |
 OR0837|---------------------------------------------------------------------|
 OR0837
 OR0837                          SUPERSEDED SURVEY CONTROL
 OR0837
 OR0837  NAD 83(1995)-  43 21 06.40951(N)    098 57 47.40131(W) AD(       ) 3
 OR0837  NAD 83(1986)-  43 21 06.41375(N)    098 57 47.41109(W) AD(       ) 3
 OR0837  NAD 27      -  43 21 06.42300(N)    098 57 46.10100(W) AD(       ) 3
 OR0837
 OR0837.Superseded values are not recommended for survey control.
 OR0837
 OR0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0837.See file dsdata.pdf to determine how the superseded data were derived.
 OR0837
 OR0837_MARKER: DS = TRIANGULATION STATION DISK
 OR0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0837_STAMPING: PLATTE 1948
 OR0837_MARK LOGO: CGS
 OR0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0837+STABILITY: SURFACE MOTION
 OR0837
 OR0837  HISTORY     - Date     Condition        Report By
 OR0837  HISTORY     - 1948     MONUMENTED       CGS
 OR0837  HISTORY     - 1974     GOOD             USGS
 OR0837
 OR0837                          STATION DESCRIPTION
 OR0837
 OR0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0837'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF PLATTE ON
 OR0837'RIGHT OF WAY OF LITTLE USED SECTION LINE ROAD.  STATION IS
 OR0837'20 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 6 FEET
 OR0837'NORTHWEST OF WITNESS POST AND 4 FEET WEST OF FENCE.  THE MARK
 OR0837'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLATTE 1948.
 OR0837'
 OR0837'REFERENCE MARK NO. 1 IS 34.56 FEET SOUTH OF STATION, 22 FEET
 OR0837'EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT WEST
 OR0837'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 OR0837'STAMPED PLATTE NO 1 1948.
 OR0837'
 OR0837'REFERENCE MARK NO. 2 IS 32.96 FEET NORTH OF STATION, 23 FEET
 OR0837'EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT WEST
 OR0837'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 OR0837'IS STAMPED PLATTE NO 2 1948.
 OR0837'
 OR0837'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH OF STATION,
 OR0837'16 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 5.8
 OR0837'FEET NORTH NORTHWEST OF WITNESS POST AND 2 FEET WEST OF FENCE
 OR0837'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 OR0837'PLATTE 1948.
 OR0837'
 OR0837'TO REACH STATION FROM THE RAILROAD DEPOT IN THE NORTH EDGE
 OR0837'OF PLATTE GO SOUTH ON THE MAIN STREET FOR 0.25 MILE TO GRAVEL
 OR0837'ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 6.2
 OR0837'MILES TO CROSS ROADS.  TURN LEFT AND GO SOUTH ON DIRT ROAD
 OR0837'FOR 1.6 MILES TO END OF WELL TRAVELED ROAD.  CONTINUE SOUTH
 OR0837'ON LITTLE USED ROAD FOR 0.8 MILE TO STATION ON LEFT OR EAST
 OR0837'SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO
 OR0837'AZIMUTH MARK ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.
 OR0837'
 OR0837'A 4 FOOT SIGNAL AT STATION HAMILTON (MO. R.C.) 1945 IS VISIBLE
 OR0837'FROM THE GROUND.
 OR0837'
 OR0837'A 4 FOOT SIGNAL AT STATION CEDAR IS VISIBLE FROM THE GROUND.
 OR0837'
 OR0837'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0837
 OR0837                          STATION RECOVERY (1974)
 OR0837
 OR0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OR0837'THE SITE OF THIS STATION IS NOW IN A CULTIVATED FIELD.  THE
 OR0837'AREA WAS COVERED IN CORN APPROXIMATELY 10 FEET TALL THEREFORE
 OR0837'A SEARCH FOR THE STATION AND THE REFERENCE MARKS WAS NOT MADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0834 ***********************************************************************
 OR0834  DESIGNATION -  PLATTE MUNICIPAL TANK
 OR0834  PID         -  OR0834
 OR0834  STATE/COUNTY-  SD/CHARLES MIX
 OR0834  COUNTRY     -  US
 OR0834  USGS QUAD   -  PLATTE (2017)
 OR0834
 OR0834                         *CURRENT SURVEY CONTROL
 OR0834  ______________________________________________________________________
 OR0834* NAD 83(1996) POSITION- 43 23 08.24377(N) 098 50 34.56733(W)   ADJUSTED
 OR0834  ______________________________________________________________________
 OR0834  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 OR0834  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 OR0834  HORZ ORDER      -  THIRD
 OR0834
 OR0834.The horizontal coordinates were established by classical geodetic methods
 OR0834.and adjusted by the National Geodetic Survey in January 1998.
 OR0834
 OR0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0834.GEOID18 height accuracy estimate available here.
 OR0834
 OR0834.Click photographs - Photos may exist for this station.
 OR0834
 OR0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0834
 OR0834. The following values were computed from the NAD 83(1996) position.
 OR0834
 OR0834;                    North         East     Units Scale Factor Converg.
 OR0834;SPC SD S     -   117,983.225   720,748.997   MT  0.99991508   +1 01 41.4
 OR0834;SPC SD S     -   387,083.30  2,364,657.33   sFT  0.99991508   +1 01 41.4
 OR0834;UTM  14      - 4,803,651.030   512,721.729   MT  0.99960199   +0 06 28.4
 OR0834
 OR0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1272103651(NAD 83)
 OR0834
 OR0834                          SUPERSEDED SURVEY CONTROL
 OR0834
 OR0834  NAD 83(1995)-  43 23 08.24501(N)    098 50 34.56831(W) AD(       ) 3
 OR0834  NAD 83(1986)-  43 23 08.24848(N)    098 50 34.58054(W) AD(       ) 3
 OR0834  NAD 27      -  43 23 08.25900(N)    098 50 33.28400(W) AD(       ) 3
 OR0834
 OR0834.Superseded values are not recommended for survey control.
 OR0834
 OR0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0834.See file dsdata.pdf to determine how the superseded data were derived.
 OR0834
 OR0834_MARKER: 53 = ELEVATED TANK
 OR0834
 OR0834  HISTORY     - Date     Condition        Report By
 OR0834  HISTORY     - 1945     FIRST OBSERVED   CGS
 OR0834  HISTORY     - 1948     GOOD             CGS
 OR0834  HISTORY     - 19820921 GOOD             NGS
 OR0834
 OR0834                          STATION DESCRIPTION
 OR0834
 OR0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0834'THE STATION IS LOCATED NEAR THE CENTER OF THE VILLAGE OF
 OR0834'PLATTE, ABOUT 100 YARDS S OF THE PLATTE RAILROAD STATION, 1
 OR0834'BLOCK E OF U.S. HIGHWAY 281 AND 1 BLOCK N OF STATE HIGHWAY
 OR0834'50.  IT IS 125 FEET E OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 OR0834'ROAD AND 25 FEET S OF THE S WALL OF A BRICK PUMP HOUSE.  THE
 OR0834'TANK IS A FOUR-LEGGED STEEL STRUCTURE 125 FEET HIGH.  THE BODY
 OR0834'OF THE TANK IS PAINTED SILVER WHILE THE LEGS ARE PAINTED
 OR0834'BLACK.  ON THE W SIDE OF THE BODY OF THE TANK THE FOLLOWING
 OR0834'LETTERS ARE INSCRIBED WITH BLACK PAINT -- PLATTE.
 OR0834'
 OR0834'THE SMALL IRON BALL AT THE APEX OF THE ROOF WAS THE POINT
 OR0834'INTERSECTED.
 OR0834'
 OR0834'THIS IS AN INTERSECTION STATION.
 OR0834
 OR0834                          STATION RECOVERY (1948)
 OR0834
 OR0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0834'STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE VILLAGE OF
 OR0834'PLATTE.  STATION HAS FOUR STEEL LEGS, 100 FEET HIGH AND IS
 OR0834'SILVER IN COLOR.
 OR0834'
 OR0834'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OR0834
 OR0834                          STATION RECOVERY (1982)
 OR0834
 OR0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0834'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT IT IS NOW PAINTED A
 OR0834'LIGHT GREEN COLOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1007 ***********************************************************************
 PT1007  DESIGNATION -  PLEASANT
 PT1007  PID         -  PT1007
 PT1007  STATE/COUNTY-  SD/HUGHES
 PT1007  COUNTRY     -  US
 PT1007  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT1007
 PT1007                         *CURRENT SURVEY CONTROL
 PT1007  ______________________________________________________________________
 PT1007* NAD 83(1996) POSITION- 44 22 18.95311(N) 100 12 26.00212(W)   ADJUSTED
 PT1007* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 PT1007  ______________________________________________________________________
 PT1007  GEOID HEIGHT    -        -23.540 (meters)                     GEOID18
 PT1007  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 PT1007  HORZ ORDER      -  SECOND
 PT1007
 PT1007.The horizontal coordinates were established by classical geodetic methods
 PT1007.and adjusted by the National Geodetic Survey in January 1998.
 PT1007
 PT1007.The orthometric height was scaled from a topographic map.
 PT1007
 PT1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1007.GEOID18 height accuracy estimate available here.
 PT1007
 PT1007.Click photographs - Photos may exist for this station.
 PT1007
 PT1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1007
 PT1007. The following values were computed from the NAD 83(1996) position.
 PT1007
 PT1007;                    North         East     Units Scale Factor Converg.
 PT1007;SPC SD S     -   226,488.281   610,051.374   MT  0.99999342   +0 05 13.2
 PT1007;SPC SD S     -   743,070.30  2,001,476.88   sFT  0.99999342   +0 05 13.2
 PT1007;UTM  14      - 4,913,892.443   403,818.491   MT  0.99971377   -0 50 39.4
 PT1007
 PT1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1007!SPC SD S     -   0.99991803  x   0.99999342  =   0.99991145
 PT1007!UTM  14      -   0.99991803  x   0.99971377  =   0.99963182
 PT1007
 PT1007:                Primary Azimuth Mark                     Grid Az
 PT1007:SPC SD S     -  PLEASANT AZ MK                           331 22 53.9
 PT1007:UTM  14      -  PLEASANT AZ MK                           332 18 46.5
 PT1007
 PT1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0381813892(NAD 83)
 PT1007
 PT1007|---------------------------------------------------------------------|
 PT1007| PID    Reference Object                     Distance      Geod. Az  |
 PT1007|                                                           dddmmss.s |
 PT1007| CO6642 PLEASANT RM 1                        11.778 METERS 14502     |
 PT1007| CO6643 PLEASANT RM 2                         9.891 METERS 25644     |
 PT1007| PT1031 PIERRE ARMY AIRFIELD INCIN          APPROX. 6.3 KM 2700330.8 |
 PT1007| CO6583 PAAF AZ MK                                         2711313.5 |
 PT1007| PT1028 PIERRE ARMY AIRFIELD FLAG           APPROX. 6.6 KM 2741830.8 |
 PT1007| PT1027 PIERRE ARMY AIRFLD UNDERGRD TK      APPROX. 7.8 KM 2780222.1 |
 PT1007| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX.13.0 KM 2960228.6 |
 PT1007| CO6641 PLEASANT AZ MK                                     3312807.1 |
 PT1007| PT1009 RADIO RANGE STATION 347 PX          APPROX. 1.0 KM 3572019.2 |
 PT1007|---------------------------------------------------------------------|
 PT1007
 PT1007                          SUPERSEDED SURVEY CONTROL
 PT1007
 PT1007  NAD 83(1986)-  44 22 18.94908(N)    100 12 26.00725(W) AD(       ) 2
 PT1007  NAD 27      -  44 22 19.01100(N)    100 12 24.53900(W) AD(       ) 2
 PT1007
 PT1007.Superseded values are not recommended for survey control.
 PT1007
 PT1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1007.See file dsdata.pdf to determine how the superseded data were derived.
 PT1007
 PT1007_MARKER: DS = TRIANGULATION STATION DISK
 PT1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1007_STAMPING: PLEASANT 1945
 PT1007_MARK LOGO: CGS
 PT1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1007+STABILITY: SURFACE MOTION
 PT1007
 PT1007  HISTORY     - Date     Condition        Report By
 PT1007  HISTORY     - 1945     MONUMENTED       CGS
 PT1007  HISTORY     - 1948     GOOD             CGS
 PT1007  HISTORY     - 1963     GOOD             USFS
 PT1007  HISTORY     - 1981     GOOD             NGS
 PT1007
 PT1007                          STATION DESCRIPTION
 PT1007
 PT1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1007'STATION IS LOCATED APPROXIMATELY 7 MILES EAST OF PIERRE, 2
 PT1007'MILES NORTH OF THE MISSOURI RIVER AND 0.4 MILE SOUTH OF THE RADIO
 PT1007'RANGE STATION NO. 347 PX.  THE MARK IS LOCATED ON THE MOST
 PT1007'SOUTHERLY END AND THE HIGHEST POINT OF A PROMINENT RANGE
 PT1007'OF LOW HILLS.  THE DISK IS STAMPED PLEASANT 1945.
 PT1007'
 PT1007'REFERENCE MARK NO. 1 IS 38.64 FEET SOUTHEAST OF THE STATION
 PT1007'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED PLEASANT NO 1 1945.
 PT1007'
 PT1007'REFERENCE MARK NO. 2 IS 32.42 FEET SOUTH-SOUTHWEST OF THE STATION
 PT1007'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED PLEASANT NO 2
 PT1007'1945.
 PT1007'
 PT1007'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHWEST OF
 PT1007'THE STATION, 4 FEET EAST OF A T FENCE, 1 FOOT SOUTH OF AN
 PT1007'EAST-WEST FENCE LINE AND THE MARK PROJECTS 2 INCHES.  THE
 PT1007'DISK IS STAMPED PLEASANT 1945.
 PT1007'
 PT1007'TO REACH THE STATION FROM THE PIERRE POST OFFICE--GO SOUTH ONE
 PT1007'BLOCK TO THE JUNCTION OF U.S. HIGHWAYS 14 AND 83, TURN LEFT
 PT1007'AND FOLLOW U.S. HIGHWAYS 14 AND 83 FOR 3.8 MILES TO A FORK.
 PT1007'TURN RIGHT ON A GRAVEL ROAD AND GO 5.2 MILES TO A GATE ON THE
 PT1007'RIGHT, THIS GATE IS ABOUT 100 YARDS NORTH OF THE RADIO RANGE
 PT1007'STATION, PASS THROUGH THE GATE ACROSS THE GRADER DITCH AND
 PT1007'GO SOUTH FOR 0.5 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 PT1007'RIGHT AS DESCRIBED.  CONTINUE SOUTHEAST ALONG THE TOP OF THE
 PT1007'HILLS FOR 0.3 MILE TO THE HIGHEST POINT AND THE STATION AS
 PT1007'DESCRIBED.
 PT1007'
 PT1007'OTHER OBSERVATIONS THAT ARE VISIBLE FROM THE GROUND.
 PT1007'
 PT1007'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1007
 PT1007                          STATION RECOVERY (1948)
 PT1007
 PT1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1007'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  MARKS
 PT1007'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 PT1007'A COMPLETE DESCRIPTION FOLLOWS--
 PT1007'
 PT1007'STATION IS LOCATED ABOUT 7 MILES EAST OF PIERRE, 2 MILES NORTH
 PT1007'OF THE MISSOURI RIVER, 0.4 MILE SOUTH OF THE RADIO RANGE STATION
 PT1007'NO. 347 PX, AND ON THE HIGHEST POINT OF A PROMINENT RANGE OF
 PT1007'LOW HILLS.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1007'PLEASANT, 1945.
 PT1007'
 PT1007'REFERENCE MARK NO. 1 IS 38.64 FEET SOUTHEAST OF STATION.  THE
 PT1007'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED PLEASANT NO 1
 PT1007'1945.
 PT1007'
 PT1007'REFERENCE MARK NO. 2 IS 32.45 FEET WEST-SOUTHWEST OF STATION.
 PT1007'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED PLEASANT
 PT1007'NO 2 1945.
 PT1007'
 PT1007'AZIMUTH MARK IS 0.3 MILE NORTH-NORTHWEST OF STATION, 20 FEET
 PT1007'WEST OF A WIRE GATE, AND 4 FEET EAST OF A FENCE CORNER.  THE
 PT1007'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED PLEASANT 1945.
 PT1007'
 PT1007'TO REACH STATION FROM THE ST. CHARLES HOTEL IN PIERRE, GO
 PT1007'NORTH AND NORTHEAST ON U.S. HIGHWAYS 83 AND 14 FOR 3.85 MILES
 PT1007'TO A FORK, TAKE RIGHT ROAD AND GO 4.3 MILES TO A FORK, TAKE
 PT1007'LEFT ROAD AND GO EAST FOR 0.95 MILE TO A TRACK ROAD RIGHT,
 PT1007'TURN RIGHT AND FOLLOW OLD FENCE FOR 0.5 MILE TO A WIRE GATE
 PT1007'AND AZIMUTH MARK, PASS THROUGH GATE AND FOLLOW TRACK ROAD
 PT1007'TO TOP OF HILL AND STATION.
 PT1007'
 PT1007'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PT1007
 PT1007                          STATION RECOVERY (1963)
 PT1007
 PT1007'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1007'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1007
 PT1007                          STATION RECOVERY (1981)
 PT1007
 PT1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1007'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 PT1007'RECOVERED AND ARE IN GOOD CONDITION.  THE ROUTE TO THE STATION HAS
 PT1007'CHANGED BUT THE REST OF THE OLD DESCRIPTIVE TEXT IS ADEQUATE.  STATION
 PT1007'WAS NOT OCCUPIED.
 PT1007'
 PT1007'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 14, 83 AND 1804
 PT1007'AT THE NORTHEAST EDGE OF PIERRE, GO EAST ON HIGHWAY 14, 83 FOR 3.0
 PT1007'MILES TO A CROSSROAD.  TURN LEFT, SOUTH, ON GRAVELED ROAD FOR 0.2
 PT1007'MILE TO A FORK.  KEEP LEFT FORK AND GO EAST AND SOUTH ON MAIN GRAVELED
 PT1007'ROAD FOR 3.85 MILES TO A FORK.  KEEP LEFT FORK AND GO EAST ON
 PT1007'GRAVELED ROAD FOR 1.0 MILE TO A GATE ON THE RIGHT.  TURN RIGHT,
 PT1007'THROUGH GATE, AND GO SOUTH ALONG THE WEST SIDE OF A FENCE FOR 0.5
 PT1007'MILE TO THE TOP OF A RIDGE, GATE ON THE LEFT, AND AZIMUTH MARK ON
 PT1007'THE RIGHT, 48 FEET WEST OF THE FENCE.  PASS THROUGH GATE AND GO
 PT1007'SOUTHEAST ALONG THE TOP OF THE RIDGE FOR 0.25 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0394 ***********************************************************************
 QQ0394  DESIGNATION -  PLEASANT
 QQ0394  PID         -  QQ0394
 QQ0394  STATE/COUNTY-  SD/MARSHALL
 QQ0394  COUNTRY     -  US
 QQ0394  USGS QUAD   -  HILLHEAD (2017)
 QQ0394
 QQ0394                         *CURRENT SURVEY CONTROL
 QQ0394  ______________________________________________________________________
 QQ0394* NAD 83(1996) POSITION- 45 49 10.92827(N) 097 27 19.02119(W)   ADJUSTED
 QQ0394* NAVD 88 ORTHO HEIGHT -   634.    (meters)     2080.    (feet) SCALED
 QQ0394  ______________________________________________________________________
 QQ0394  GEOID HEIGHT    -        -25.263 (meters)                     GEOID18
 QQ0394  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 QQ0394  HORZ ORDER      -  SECOND
 QQ0394
 QQ0394.The horizontal coordinates were established by classical geodetic methods
 QQ0394.and adjusted by the National Geodetic Survey in January 1998.
 QQ0394
 QQ0394.The orthometric height was scaled from a topographic map.
 QQ0394
 QQ0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0394.GEOID18 height accuracy estimate available here.
 QQ0394
 QQ0394.Click photographs - Photos may exist for this station.
 QQ0394
 QQ0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0394
 QQ0394. The following values were computed from the NAD 83(1996) position.
 QQ0394
 QQ0394;                    North         East     Units Scale Factor Converg.
 QQ0394;SPC SD N     -   223,849.183   797,734.602   MT  1.00002918   +1 48 03.6
 QQ0394;SPC SD N     -   734,411.86  2,617,234.27   sFT  1.00002918   +1 48 03.6
 QQ0394;UTM  14      - 5,075,175.702   619,998.469   MT  0.99977703   +1 06 28.5
 QQ0394
 QQ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0394!SPC SD N     -   0.99990453  x   1.00002918  =   0.99993371
 QQ0394!UTM  14      -   0.99990453  x   0.99977703  =   0.99968158
 QQ0394
 QQ0394:                Primary Azimuth Mark                     Grid Az
 QQ0394:SPC SD N     -  PLEASANT AZ MK                           330 46 15.0
 QQ0394:UTM  14      -  PLEASANT AZ MK                           331 27 50.1
 QQ0394
 QQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1999875175(NAD 83)
 QQ0394
 QQ0394|---------------------------------------------------------------------|
 QQ0394| PID    Reference Object                     Distance      Geod. Az  |
 QQ0394|                                                           dddmmss.s |
 QQ0394| CO6644 PLEASANT RM 1                        10.753 METERS 05108     |
 QQ0394| CO6645 PLEASANT RM 2                        11.423 METERS 18959     |
 QQ0394| AH8194 PLEASANT AZ MK                                     3323418.6 |
 QQ0394|---------------------------------------------------------------------|
 QQ0394
 QQ0394                          SUPERSEDED SURVEY CONTROL
 QQ0394
 QQ0394  NAD 83(1986)-  45 49 10.92868(N)    097 27 19.01670(W) AD(       ) 2
 QQ0394  NAD 27      -  45 49 11.10016(N)    097 27 17.66031(W) AD(       ) 2
 QQ0394
 QQ0394.Superseded values are not recommended for survey control.
 QQ0394
 QQ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0394.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0394
 QQ0394_MARKER: DS = TRIANGULATION STATION DISK
 QQ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0394_STAMPING: PLEASANT 1952
 QQ0394_MARK LOGO: CGS
 QQ0394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QQ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0394+STABILITY: SURFACE MOTION
 QQ0394
 QQ0394  HISTORY     - Date     Condition        Report By
 QQ0394  HISTORY     - 1952     MONUMENTED       CGS
 QQ0394  HISTORY     - 19830518 GOOD             NGS
 QQ0394
 QQ0394                          STATION DESCRIPTION
 QQ0394
 QQ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0394'THE STATION IS IN SECTION 8, T 127 N, R 54 W, ON THE HIGHEST POINT
 QQ0394'OF A PROMINENT HILL KNOWN LOCALLY AS PLEASANT PEAK, ON LAND OWNED
 QQ0394'BY A MRS SWENSON, AND ABOUT 3 MILES WEST AND 1 MILE SOUTH OF
 QQ0394'HILLHEAD.
 QQ0394'
 QQ0394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND 10
 QQ0394'IN BRITTON, GO EAST ON STATE HIGHWAY 25 AND 10 FOR 6.25 MILES TO
 QQ0394'THE JUNCTION OF THESE HIGHWAYS, TURN LEFT (NORTH) AND FOLLOW
 QQ0394'STATE HIGHWAY 25 FOR 3.15 MILES TO A CROSS ROAD, TURN RIGHT (EAST)
 QQ0394'AND FOLLOW THE MAIN GRAVELED ROAD FOR 7.35 MILES TO A CROSS ROAD
 QQ0394'AND A SCHOOL HOUSE 1/2 MILE SOUTH OF THIS INTERSECTION, CONTINUE
 QQ0394'STRAIGHT AHEAD (EAST) FOR 1.1 MILES TO A TRACK ROAD ON THE
 QQ0394'RIGHT AT THE CREST OF A HILL, TURN RIGHT (SOUTH) AND FOLLOW THE
 QQ0394'MAIN TRACK ROAD FOR 0.2 MILE TO A FENCE CORNER, CONTINUE
 QQ0394'SOUTHERLY ON THE EAST SIDE OF THE FENCE LINE FOR 0.35 MILE TO A
 QQ0394'FENCE CORNER ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED
 QQ0394'BELOW, CONTINUE SOUTHERLY AND EAST ON A TRACK ROAD FOR 0.35
 QQ0394'MILE TO A Y-JUNCTION, CONTINUE SOUTHEASTERLY ON THE RIGHT ROAD
 QQ0394'FOR 0.3 MILE TO THE NORTHWEST BASE OF THE PEAK, DRIVE
 QQ0394'EASTERLY UP STEEP SLOPE FOR 0.05 MILE TO THE TOP AND
 QQ0394'STATION.
 QQ0394'
 QQ0394'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QQ0394'PLEASANT 1952.
 QQ0394'
 QQ0394'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0394'PLEASANT NO 1 1952.
 QQ0394'
 QQ0394'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QQ0394'PLEASANT NO 2 1952.
 QQ0394'
 QQ0394'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTER OF A DIM TRACK
 QQ0394'ROAD, 40 FEET WEST OF THE CENTER OF THE MAIN TRACK ROAD AND 1 FOOT
 QQ0394'NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 5 INCHES AND THE
 QQ0394'DISK IS STAMPED PLEASANT 1952.
 QQ0394'
 QQ0394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0394
 QQ0394                          STATION RECOVERY (1983)
 QQ0394
 QQ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0394'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 QQ0394'CONDITION.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AGREED
 QQ0394'WITNIN THE ALLOWABLE WITH THE 1952 DATA.  A DIFFERENCT ROUTE WAS TAKEN
 QQ0394'TO THE STATION AND NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS
 QQ0394'LOCATED ABOUT 23.3 KM (14.45 MI) EAST NORTHEAST OF BRITTON, 11.3 KM
 QQ0394'(7.00 MI) NORTH-NORTHWEST OF LAKE CITY ON PLEASANT PEAK, WHICH IS THE
 QQ0394'PROPERTY OF MRS.  CLARA BIEN AND RENTED AND OPERATED BY MR.  NEIL
 QQ0394'BEIN, WHO RESIDES NEAR THE STATION.  TO REACH THE STATION FROM THE
 QQ0394'INTERSECTION OF HIGHWAY 10 AND HIGHWAY 27 NORTH, ABOUT 9.7 KM (6.00
 QQ0394'MI) EAST OF BRITTON, SD, GO NORTH ON HIGHWAY 27 FOR 4.8 KM (3.00 MI)
 QQ0394'TO AN ASPHALT ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON ASPHALT AND
 QQ0394'GRAVELED ROAD FOR 11.3 KM (7.00 MI) TO A GRAVELED CROSSROAD (COUNTY
 QQ0394'ROAD 5).  (MR. BIEN RESIDES 1.2 KM (0.75 MI) SOUTH OF THIS
 QQ0394'INTERSECTION, ON THE EAST SIDE OF COUNTY ROAD 5).  CONTINUE EAST ALONG
 QQ0394'GRAVELED ROAD FOR 1.6 KM (1.00 MI) TO A FIELD ROAD ON THE RIGHT.  TURN
 QQ0394'RIGHT, SOUTH, ALONG EAST SIDE OF FENCE FOR 0.9 KM (0.55 MI) TO THE
 QQ0394'AZIMUTH MARK ON THE RIGHT, AT AN OLD CORRAL CONTINUE SOUTH ALONG FENCE
 QQ0394'FOR 0.8 KM (0.50 MI) TO A FENCE CORNER.  TURN LEFT, EAST, ACROSS
 QQ0394'PASTURE AND UPHILL FOR 0.4 KM (0.25 MI) TO TOP RIDGE.  TURN LEFT,
 QQ0394'NORTH, ALONG TOP OF RIDGE, FOR 0.1 KM (0.05 MI) TO THE HIGHEST POINT
 QQ0394'AND STATION SITE.  THE STATION IS A STANDARD CGS DISK
 QQ0394'STAMPED--PLEASANT 1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QQ0394'12 INCHES (30 CM) PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.  LOCATED
 QQ0394'ON THE HIGHEST PART OF PLEASANT PEAK. REFERENCE MARK NO 1 IS A
 QQ0394'STANDARD CGS DISK STAMPED--PLEASANT NO 1 1952--SET INTO THE TOP OF A
 QQ0394'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4
 QQ0394'INCHES (10 CM) ABOVE THE GROUND, AND 3.3 FEET (1.0 M) LOWER THAN THE
 QQ0394'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--PLEASANT
 QQ0394'NO 2 1952--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 QQ0394'CM) IN DIAMETER PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND, AND 4
 QQ0394'FEET (1.2 M) (3.9 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A
 QQ0394'STANDARD CGS DISK STAMPED--PLEASANT 1952--SET INTO THE TOP OF A ROUND
 QQ0394'CONCRETE 12 INCHES (30 CM) IN DIAMETER PROJECTING 1 INCH (2 CM) ABOVE
 QQ0394'THE GROUND.  LOCATED 14.9 METERS (48.9 FT) W FROM THE CENTER OF THE
 QQ0394'TRACK ROAD.  7.8 METERS (25.6 FT) NW FROM THE NORTH GATE POST ACROSS A
 QQ0394'DIM EAST-WEST TRACK ROAD.  0.46 METERS (1.51 FT) NE FROM A METAL
 QQ0394'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2314 ***********************************************************************
 PU2314  DESIGNATION -  PLEASANT
 PU2314  PID         -  PU2314
 PU2314  STATE/COUNTY-  SD/MEADE
 PU2314  COUNTRY     -  US
 PU2314  USGS QUAD   -  FORT MEADE SE (2017)
 PU2314
 PU2314                         *CURRENT SURVEY CONTROL
 PU2314  ______________________________________________________________________
 PU2314* NAD 83(1996) POSITION- 44 17 46.97902(N) 103 18 50.10073(W)   ADJUSTED
 PU2314* NAVD 88 ORTHO HEIGHT -  1002.    (meters)     3287.    (feet) SCALED
 PU2314  ______________________________________________________________________
 PU2314  GEOID HEIGHT    -        -15.837 (meters)                     GEOID18
 PU2314  LAPLACE CORR    -        -11.80  (seconds)                    DEFLEC18
 PU2314  HORZ ORDER      -  THIRD
 PU2314
 PU2314.The horizontal coordinates were established by classical geodetic methods
 PU2314.and adjusted by the National Geodetic Survey in January 1998.
 PU2314
 PU2314.The orthometric height was scaled from a topographic map.
 PU2314
 PU2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2314.GEOID18 height accuracy estimate available here.
 PU2314
 PU2314.Click photographs - Photos may exist for this station.
 PU2314
 PU2314.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2314
 PU2314. The following values were computed from the NAD 83(1996) position.
 PU2314
 PU2314;                    North         East     Units Scale Factor Converg.
 PU2314;SPC SD N     -    56,868.019   335,597.242   MT  1.00002521   -2 20 43.4
 PU2314;SPC SD N     -   186,574.49  1,101,038.62   sFT  1.00002521   -2 20 43.4
 PU2314;UTM  13      - 4,906,174.660   634,505.978   MT  0.99982250   +1 10 39.7
 PU2314
 PU2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2314!SPC SD N     -   0.99984532  x   1.00002521  =   0.99987052
 PU2314!UTM  13      -   0.99984532  x   0.99982250  =   0.99966785
 PU2314
 PU2314:                Primary Azimuth Mark                     Grid Az
 PU2314:SPC SD N     -  PLEASANT AZ MK                           345 31 44.6
 PU2314:UTM  13      -  PLEASANT AZ MK                           342 00 21.5
 PU2314
 PU2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3450506174(NAD 83)
 PU2314
 PU2314|---------------------------------------------------------------------|
 PU2314| PID    Reference Object                     Distance      Geod. Az  |
 PU2314|                                                           dddmmss.s |
 PU2314| CQ4641 PLEASANT RM 2                         8.236 METERS 00945     |
 PU2314| CQ4640 PLEASANT RM 1                         8.139 METERS 29258     |
 PU2314| CQ4639 PLEASANT AZ MK                                     3431101.2 |
 PU2314|---------------------------------------------------------------------|
 PU2314
 PU2314                          SUPERSEDED SURVEY CONTROL
 PU2314
 PU2314  NAD 83(1993)-  44 17 46.97151(N)    103 18 50.10397(W) AD(       ) 3
 PU2314  NAD 83(1986)-  44 17 46.96956(N)    103 18 50.10176(W) AD(       ) 3
 PU2314  NAD 27      -  44 17 47.02000(N)    103 18 48.43400(W) AD(       ) 3
 PU2314
 PU2314.Superseded values are not recommended for survey control.
 PU2314
 PU2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2314.See file dsdata.pdf to determine how the superseded data were derived.
 PU2314
 PU2314_MARKER: DS = TRIANGULATION STATION DISK
 PU2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2314_STAMPING: PLEASANT 1950
 PU2314_MARK LOGO: CGS
 PU2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2314+STABILITY: SURFACE MOTION
 PU2314
 PU2314  HISTORY     - Date     Condition        Report By
 PU2314  HISTORY     - 1950     MONUMENTED       CGS
 PU2314
 PU2314                          STATION DESCRIPTION
 PU2314
 PU2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2314'THE STATION IS LOCATED ON THE SUMMIT OF A FLAT-TOPPED BUTTE, ABOUT
 PU2314'16 MILES NORTH OF RAPID CITY, AND 6 MILES EAST AND 1/4 MILE SOUTH
 PU2314'OF TILFORD.
 PU2314'
 PU2314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND A
 PU2314'DIRT ROAD LEADING EAST 0.05 MILE SOUTH OF TILFORD, GO EAST ON THE
 PU2314'MAIN DIRT ROAD FOR 4.35 MILES TO A CROSS ROAD.  CONTINUE EASTERLY
 PU2314'ON THE MAIN DIRT ROAD FOR 1.9 MILES TO A GATE ON THE RIGHT,
 PU2314'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN RIGHT,
 PU2314'THROUGH GATE, AND GO SOUTH-SOUTHEASTERLY FOR 0.35 MILE TO THE
 PU2314'TOP OF THE BUTTE AND THE STATION AS DESCRIBED.
 PU2314'
 PU2314'THE STATION MARK IS 7 FEET EAST OF A WITNESS POST, PROJECTING
 PU2314'6 INCHES, AND THE DISK IS STAMPED PLEASANT 1950
 PU2314'
 PU2314'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2314'PLEASANT NO 1 1950
 PU2314'
 PU2314'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2314'PLEASANT NO 2 1950
 PU2314'
 PU2314'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 PU2314'THE DIRT ROAD, 7 FEET WEST OF A GATE POST, AND 4 FEET EAST OF A
 PU2314'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 PU2314'STAMPED PLEASANT 1950.
 PU2314'
 PU2314'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2314'CYLINDERS.
 PU2314'
 PU2314'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1081 ***********************************************************************
 PT1081  DESIGNATION -  PLUM
 PT1081  PID         -  PT1081
 PT1081  STATE/COUNTY-  SD/SULLY
 PT1081  COUNTRY     -  US
 PT1081  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT1081
 PT1081                         *CURRENT SURVEY CONTROL
 PT1081  ______________________________________________________________________
 PT1081* NAD 83(1996) POSITION- 44 35 05.02558(N) 100 32 22.06892(W)   ADJUSTED
 PT1081* NAVD 88 ORTHO HEIGHT -   524.    (meters)     1719.    (feet) SCALED
 PT1081  ______________________________________________________________________
 PT1081  GEOID HEIGHT    -        -22.744 (meters)                     GEOID18
 PT1081  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 PT1081  HORZ ORDER      -  SECOND
 PT1081
 PT1081.The horizontal coordinates were established by classical geodetic methods
 PT1081.and adjusted by the National Geodetic Survey in January 1998.
 PT1081
 PT1081.The orthometric height was scaled from a topographic map.
 PT1081
 PT1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1081.GEOID18 height accuracy estimate available here.
 PT1081
 PT1081.Click photographs - Photos may exist for this station.
 PT1081
 PT1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1081
 PT1081. The following values were computed from the NAD 83(1996) position.
 PT1081
 PT1081;                    North         East     Units Scale Factor Converg.
 PT1081;SPC SD N     -    83,639.544   557,160.394   MT  0.99997205   -0 22 54.5
 PT1081;SPC SD N     -   274,407.40  1,827,950.39   sFT  0.99997205   -0 22 54.5
 PT1081;SPC SD S     -   250,147.884   583,629.519   MT  1.00004938   -0 08 31.9
 PT1081;SPC SD S     -   820,693.52  1,914,791.18   sFT  1.00004938   -0 08 31.9
 PT1081;UTM  14      - 4,937,973.378   377,793.249   MT  0.99978366   -1 04 50.8
 PT1081
 PT1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1081!SPC SD N     -   0.99992135  x   0.99997205  =   0.99989340
 PT1081!SPC SD S     -   0.99992135  x   1.00004938  =   0.99997073
 PT1081!UTM  14      -   0.99992135  x   0.99978366  =   0.99970503
 PT1081
 PT1081:                Primary Azimuth Mark                     Grid Az
 PT1081:SPC SD N     -  PLUM AZ MK                               352 00 17.3
 PT1081:SPC SD S     -  PLUM AZ MK                               351 45 54.7
 PT1081:UTM  14      -  PLUM AZ MK                               352 42 13.6
 PT1081
 PT1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7779337973(NAD 83)
 PT1081
 PT1081|---------------------------------------------------------------------|
 PT1081| PID    Reference Object                     Distance      Geod. Az  |
 PT1081|                                                           dddmmss.s |
 PT1081| CO6647 PLUM RM 1                            12.282 METERS 04534     |
 PT1081| CO6648 PLUM RM 2                            13.551 METERS 31259     |
 PT1081| CO6646 PLUM AZ MK                                         3513722.8 |
 PT1081|---------------------------------------------------------------------|
 PT1081
 PT1081                          SUPERSEDED SURVEY CONTROL
 PT1081
 PT1081  NAD 83(1986)-  44 35 05.01988(N)    100 32 22.07196(W) AD(       ) 2
 PT1081  NAD 27      -  44 35 05.09300(N)    100 32 20.56100(W) AD(       ) 2
 PT1081
 PT1081.Superseded values are not recommended for survey control.
 PT1081
 PT1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1081.See file dsdata.pdf to determine how the superseded data were derived.
 PT1081
 PT1081_MARKER: DS = TRIANGULATION STATION DISK
 PT1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1081_STAMPING: PLUM 1948
 PT1081_MARK LOGO: CGS
 PT1081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1081+STABILITY: SURFACE MOTION
 PT1081
 PT1081  HISTORY     - Date     Condition        Report By
 PT1081  HISTORY     - 1948     MONUMENTED       CGS
 PT1081  HISTORY     - 1963     GOOD             USFS
 PT1081  HISTORY     - 19831026 GOOD             NGS
 PT1081
 PT1081                          STATION DESCRIPTION
 PT1081
 PT1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1081'STATION IS LOCATED ABOUT 18 MILES NORTH-NORTHWEST OF PIERRE,
 PT1081'AND ABOUT 2 MILES NORTH OF THE MISSOURI RIVER, JUST WEST OF
 PT1081'PLUM CREEK.  THE LAND UPON WHICH IT IS SITUATED IS OWNED BY
 PT1081'THE STATE, BUT IS LEASED BY MR. ZIMMERMAN.  IT IS 110 FEET
 PT1081'SOUTH OF A LARGE PILE OF ROCKS, 63 FEET EAST OF THE WEST EDGE
 PT1081'OF THE RIDGE UPON WHICH IT IS SITUATED, 60 FEET NORTH OF THE
 PT1081'SOUTHERNMOST TIP OF THE RIDGE, 15 FEET WEST OF THE EAST
 PT1081'EDGE OF THE RIDGE, 10 FEET NORTH OF A SMALLER PILE OF ROCKS,
 PT1081'AND 6 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 PT1081'4 INCHES, AND THE DISK IS STAMPED PLUM 1948.
 PT1081'
 PT1081'REFERENCE MARK NO. 1 IS 40.31 FEET NORTHEAST OF THE STATION
 PT1081'AND 44 FEET NORTHEAST OF THE WITNESS POST.  THE MARK PROJECTS
 PT1081'6 INCHES, AND THE DISK IS STAMPED PLUM NO 1 1948.
 PT1081'
 PT1081'REFERENCE MARK NO. 2 IS 44.46 FEET NORTHWEST OF THE STATION
 PT1081'AND 49 FEET NORTHWEST OF THE WITNESS POST.  THE MARK PROJECTS
 PT1081'8 INCHES, AND THE DISK IS STAMPED PLUM NO 2 1948.
 PT1081'
 PT1081'AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, ON A HIGH HILL,
 PT1081'AND IS 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 PT1081'10 INCHES, AND THE DISK IS STAMPED PLUM 1948.
 PT1081'
 PT1081'TO REACH THE STATION FROM THE ST. CHARLES HOTEL, IN PIERRE,
 PT1081'GO EAST AND NORTH ON U.S. HIGHWAYS 83 AND 14 FOR 1.3 MILES
 PT1081'TO A GRAVEL T-ROAD LEFT, TURN LEFT AND GO NORTH ON GRAVEL
 PT1081'ROAD FOR 8.4 MILES TO A CROSSROADS AND ABANDONED STORE ON THE
 PT1081'LEFT, TURN LEFT AND GO WEST FOR 5.0 MILES, TURN RIGHT AND
 PT1081'GO NORTH ON MAIN ROAD FOR 3.0 MILES, TURN RIGHT AND GO 0.3
 PT1081'MILE, TURN LEFT AND GO NORTH ON MAIN ROAD FOR 4.1 MILES TO
 PT1081'CROSSROADS AND SCHOOL IN NORTHEAST ANGLE, TURN LEFT AND GO
 PT1081'WEST FOR 2.3 MILES TO FORKS, KEEP TO RIGHT FORK ON MAIN ROAD
 PT1081'AND GO 1.2 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 PT1081'CONTINUE STRAIGHT AHEAD FOR 1.55 MILES TO A TRACK ROAD LEFT
 PT1081'AT FENCE CORNERS ON RIGHT AND LEFT, TURN LEFT AND GO SOUTH
 PT1081'ALONG EAST SIDE OF FENCE FOR 1.05 MILE TO WIRE GATE, GO
 PT1081'THROUGH GATE INTO PASTURE AND GO SOUTHWEST ON TRACK ROAD
 PT1081'FOR 0.4 MILE, TURN LEFT AND GO SOUTH-SOUTHEAST (LEAVING
 PT1081'ROAD) TO TOP OF RIDGE, ACROSS A LOW SADDLE, AND UP ANOTHER
 PT1081'RIDGE FOR A TOTAL DISTANCE OF 0.4 MILE TO STATION AS DESCRIBED.
 PT1081'
 PT1081'TO REACH AZIMUTH MARK FROM STATION, GO NORTH FOR 0.6 MILE TO
 PT1081'TOP OF ROUNDED HILL, AND AZIMUTH ON HIGHEST POINT OF HILL.
 PT1081'
 PT1081'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1081
 PT1081                          STATION RECOVERY (1963)
 PT1081
 PT1081'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1081'RECOVERED AS DESCRIBED IN GOOD CONDITION
 PT1081
 PT1081                          STATION RECOVERY (1983)
 PT1081
 PT1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PT1081'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PT1081'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE HILL WHERE THE
 PT1081'AZIMUTH MARK WAS LOCATED IS NOW CULTIVATED AND THE MARK WAS PROBABLY
 PT1081'DESTROYED BY FARM EQUIPMENT.  DISTANCES AND DIRECTIONS TO THE
 PT1081'REFERENCE MARKS CHECKED THE 1948 DATA WITHIN THE ALLOWABLE.  THE ROUTE
 PT1081'TO THE STATION HAS CHANGED AND NEW DESCRIPTIVE TEXT FOLLOWS. THE
 PT1081'STATION IS LOCATED ABOUT 29 KM (18.00 MI) NORTHWEST OF PIERRE, ALONG
 PT1081'THE EAST SIDE OF LAKE OAHE, ON A GRASSY BLUFF OVERLOOKING PLUM COVE
 PT1081'AND CREEK TO THE EAST AND LAKE OAHE TO THE SOUTH.  IT IS ON PROPERTY
 PT1081'OWNED BY MR. BILL ZIMMERMAN, PIERRE, SD.  TO REACH THE STATION FROM
 PT1081'THE EAST END OF OAHE DAM AND HIGHWAY 1804, GO NORTHWEST AND NORTH 20.9
 PT1081'KM (13.00 MI) TO OKOBOJO CREEK.  CONTINUE NORTH ON 1804 FOR 4.4 KM
 PT1081'(2.75 MI) TO PRARIE VIEW SCHOOL ON THE RIGHT AND CROSSROAD.  TURN LEFT
 PT1081'AND GO 4.8 KM (3.00 MI) WEST, 4.8 KM (3.00 MI) SOUTH, AND 3.1 KM (1.90
 PT1081'MI) WEST ON GRAVELED ROAD TOMIDDLE HOUSE OF 3 AT THE ZIMMERMAN RANCH.
 PT1081'TURN LEFT AND FOLLOW FIELD ROAD SOUTH 0.25 KM (0.15 MI), THEN 0.25 KM
 PT1081'(0.15 MI) WEST, THEN 1.2 KM (0.75 MI) SOUTH TO A GATE ON THE LEFT.
 PT1081'PASS THROUGH GATE AND CONTINUE SOUTH ON FIELD ROAD FOR 1.85 KM (1.15
 PT1081'MI) TO A FENCE CORNER AND GATE.  TURN LEFT AND GO EAST-SOUTHEAST ALONG
 PT1081'NORTH SIDE OF FENCE 0.8 KM (0.50 MI) TO AZIMUTH MARK 2 ON THE RIGHT.
 PT1081'CONTINUE EAST-SOUTHEAST 0.15 KM (0.10 MI) TO A GATE ON RIGHT.  PASS
 PT1081'THROUGH GATE AND GO SOUTHEAST ACROSS PASTURE FOR 0.5 KM (0.30 MI) TO
 PT1081'THE STATION.  THE STATION IS A STANDARD CGS DISK STAMPED--PLUM
 PT1081'1948--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 PT1081'IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 4.6
 PT1081'METERS (15.1 FT) NW FROM THE SOUTHEAST EDGE OF THE BLUFF.  3.0 METERS
 PT1081'(9.8 FT) NE FROM A ROCK PILE.  1.58 METERS (5.18 FT) N FROM A WITNESS
 PT1081'POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--PLUM NO 1
 PT1081'1948--SET INTO THE TOP OF A SQUARE CONCRETE 12 INCHES (30 CM) IN
 PT1081'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 4.6
 PT1081'METERS (15.1 FT) NW FROM THE SOUTHEAST EDGE OF THE BLUFF.  REFERENCE
 PT1081'MARK NO 2 IS A STANDARD CGS DISK STAMPED--PLUM NO 2 1948--SET INTO THE
 PT1081'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PT1081'PROJECTING 8 INCHES (20 CM) ABOVE THE GROUND.  LOCATED 10.7 METERS
 PT1081'(35.1 FT) W FROM THE HIGHEST PART OF THE RIDGE.  AZIMUTH MARK NO 2 IS
 PT1081'A STANDARD NGS DISK STAMPED--PLUM 1948 NO 2 1983--SET INTO THE TOP OF
 PT1081'A BOULDER PROJECTING 9 FEET (2.7 M) 2.7 METERS (8.9 FT) LARGEST
 PT1081'DIMENSION.  THE BOULDER PROJECTS 0.5 M (1.6 FT) (20 INCHES) ON THE
 PT1081'WEST END AND 15 CM (6 INCHES) ON THE EAST END.  LOCATED 15.1 METERS
 PT1081'(49.5 FT) SOUTH FROM THE FENCE AND A WITNESS POST.  2.6 METERS (8.5
 PT1081'FT) E FROM THE WEST EDGE OF THE BOULDER.  0.2 METERS (0.7 FT) W FROM
 PT1081'THE EAST EDGE OF THE BOULDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1074 ***********************************************************************
 PT1074  DESIGNATION -  PLUM ISLAND
 PT1074  PID         -  PT1074
 PT1074  STATE/COUNTY-  SD/DEWEY
 PT1074  COUNTRY     -  US
 PT1074  USGS QUAD   -  NO HEART CREEK SE (2017)
 PT1074
 PT1074                         *CURRENT SURVEY CONTROL
 PT1074  ______________________________________________________________________
 PT1074* NAD 83(1996) POSITION- 44 51 39.76123(N) 100 34 46.67460(W)   ADJUSTED
 PT1074* NAVD 88 ORTHO HEIGHT -   593.    (meters)     1946.    (feet) SCALED
 PT1074  ______________________________________________________________________
 PT1074  GEOID HEIGHT    -        -22.307 (meters)                     GEOID18
 PT1074  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 PT1074  HORZ ORDER      -  SECOND
 PT1074
 PT1074.The horizontal coordinates were established by classical geodetic methods
 PT1074.and adjusted by the National Geodetic Survey in January 1998.
 PT1074
 PT1074.The orthometric height was scaled from a topographic map.
 PT1074
 PT1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1074.GEOID18 height accuracy estimate available here.
 PT1074
 PT1074.Click photographs - Photos may exist for this station.
 PT1074
 PT1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1074
 PT1074. The following values were computed from the NAD 83(1996) position.
 PT1074
 PT1074;                    North         East     Units Scale Factor Converg.
 PT1074;SPC SD N     -   114,365.398   554,190.464   MT  0.99994459   -0 24 36.8
 PT1074;SPC SD N     -   375,213.81  1,818,206.55   sFT  0.99994459   -0 24 36.8
 PT1074;SPC SD S     -   280,865.262   580,530.507   MT  1.00014292   -0 10 11.7
 PT1074;SPC SD S     -   921,472.11  1,904,623.84   sFT  1.00014292   -0 10 11.7
 PT1074;UTM  14      - 4,968,728.099   375,200.191   MT  0.99979152   -1 06 51.8
 PT1074
 PT1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1074!SPC SD N     -   0.99991047  x   0.99994459  =   0.99985506
 PT1074!SPC SD S     -   0.99991047  x   1.00014292  =   1.00005338
 PT1074!UTM  14      -   0.99991047  x   0.99979152  =   0.99970201
 PT1074
 PT1074:                Primary Azimuth Mark                     Grid Az
 PT1074:SPC SD N     -  PASCAL                                   060 55 51.8
 PT1074:SPC SD S     -  PASCAL                                   060 41 26.7
 PT1074:UTM  14      -  PASCAL                                   061 38 06.8
 PT1074
 PT1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7520068728(NAD 83)
 PT1074
 PT1074|---------------------------------------------------------------------|
 PT1074| PID    Reference Object                     Distance      Geod. Az  |
 PT1074|                                                           dddmmss.s |
 PT1074| PT0998 PASCAL                              APPROX.12.0 KM 0603115.0 |
 PT1074|---------------------------------------------------------------------|
 PT1074
 PT1074                          SUPERSEDED SURVEY CONTROL
 PT1074
 PT1074  NAD 83(1986)-  44 51 39.75508(N)    100 34 46.67687(W) AD(       ) 2
 PT1074  NAD 27      -  44 51 39.81300(N)    100 34 45.15400(W) AD(       ) 2
 PT1074  MORC        -  44 51 37.13000(N)    100 34 44.83000(W) AD(       ) 3
 PT1074
 PT1074.Superseded values are not recommended for survey control.
 PT1074
 PT1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1074.See file dsdata.pdf to determine how the superseded data were derived.
 PT1074
 PT1074_MARKER: Z = SEE DESCRIPTION
 PT1074_SETTING: 0 = UNSPECIFIED SETTING
 PT1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1074
 PT1074  HISTORY     - Date     Condition        Report By
 PT1074  HISTORY     - 1889     MONUMENTED       MORC
 PT1074
 PT1074                          STATION DESCRIPTION
 PT1074
 PT1074'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT1074'PLUM ISAND IS ON RIGHT BANK, ON A SMALL KNOLL ON BROKEN PLATEAU,
 PT1074'6 MILES FROM RIVER AT PLUM ISLAND, AND NORTH OF WEST END OF GIB
 PT1074'BEND NEAR CHEYENNE RIVER.  HIGHER LAND 1 MILE NORTHWEST.  A
 PT1074'WAGON ROAD 150 FEET FROM STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1124 ***********************************************************************
 PT1124  DESIGNATION -  PLUME
 PT1124  PID         -  PT1124
 PT1124  STATE/COUNTY-  SD/STANLEY
 PT1124  COUNTRY     -  US
 PT1124  USGS QUAD   -  HAYES SOUTH (2017)
 PT1124
 PT1124                         *CURRENT SURVEY CONTROL
 PT1124  ______________________________________________________________________
 PT1124* NAD 83(1996) POSITION- 44 15 24.67072(N) 101 00 25.09953(W)   ADJUSTED
 PT1124* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 PT1124  ______________________________________________________________________
 PT1124  GEOID HEIGHT    -        -22.850 (meters)                     GEOID18
 PT1124  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 PT1124  HORZ ORDER      -  THIRD
 PT1124
 PT1124.The horizontal coordinates were established by classical geodetic methods
 PT1124.and adjusted by the National Geodetic Survey in January 1998.
 PT1124
 PT1124.The orthometric height was scaled from a topographic map.
 PT1124
 PT1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1124.GEOID18 height accuracy estimate available here.
 PT1124
 PT1124.Click photographs - Photos may exist for this station.
 PT1124
 PT1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1124
 PT1124. The following values were computed from the NAD 83(1996) position.
 PT1124
 PT1124;                    North         East     Units Scale Factor Converg.
 PT1124;SPC SD S     -   213,911.721   546,205.894   MT  0.99996896   -0 27 53.0
 PT1124;SPC SD S     -   701,808.70  1,792,010.50   sFT  0.99996896   -0 27 53.0
 PT1124;UTM  14      - 4,902,360.214   339,787.685   MT  0.99991568   -1 24 03.3
 PT1124
 PT1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1124!SPC SD S     -   0.99990552  x   0.99996896  =   0.99987448
 PT1124!UTM  14      -   0.99990552  x   0.99991568  =   0.99982121
 PT1124
 PT1124:                Primary Azimuth Mark                     Grid Az
 PT1124:SPC SD S     -  SCHIEB                                   160 06 40.0
 PT1124:UTM  14      -  SCHIEB                                   161 02 50.3
 PT1124
 PT1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3978702360(NAD 83)
 PT1124
 PT1124|---------------------------------------------------------------------|
 PT1124| PID    Reference Object                     Distance      Geod. Az  |
 PT1124|                                                           dddmmss.s |
 PT1124| CQ4642 PLUME RM 1                           12.012 METERS 00333     |
 PT1124| PT1062 SCHIEB                              APPROX. 7.7 KM 1593847.0 |
 PT1124| CQ4643 PLUME RM 2                           13.217 METERS 17529     |
 PT1124| PT1123 TT 6                                295.752 METERS 18137     |
 PT1124|---------------------------------------------------------------------|
 PT1124
 PT1124                          SUPERSEDED SURVEY CONTROL
 PT1124
 PT1124  NAD 83(1986)-  44 15 24.66444(N)    101 00 25.10334(W) AD(       ) 3
 PT1124  NAD 27      -  44 15 24.72200(N)    101 00 23.60000(W) AD(       ) 3
 PT1124
 PT1124.Superseded values are not recommended for survey control.
 PT1124
 PT1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1124.See file dsdata.pdf to determine how the superseded data were derived.
 PT1124
 PT1124_MARKER: DS = TRIANGULATION STATION DISK
 PT1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1124_STAMPING: PLUME 1952
 PT1124_MARK LOGO: CGS
 PT1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1124+STABILITY: SURFACE MOTION
 PT1124
 PT1124  HISTORY     - Date     Condition        Report By
 PT1124  HISTORY     - 1952     MONUMENTED       CGS
 PT1124
 PT1124                          STATION DESCRIPTION
 PT1124
 PT1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1124'THE STATION IS IN SECTION 33, T 4 N, R 26 E, ABOUT 7 MILES
 PT1124'SOUTH AND 1/2 MILE EAST OF HAYES, 6 MILES EAST OF U.S. HIGHWAY
 PT1124'14, 6 MILES NORTH OF THE JONES-STANLEY COUNTY LINE AND 4 FEET
 PT1124'WEST OF A WIRE FENCE.
 PT1124'
 PT1124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1124'A CROSS ROAD, 1 BLOCK WEST OF THE BANK BUILDING IN MIDLAND,
 PT1124'GO EAST AND NORTH ON U.S. HIGHWAY 14 FOR 7.25 MILES TO THE
 PT1124'COUNTY LINE, CONTINUE NORTHERLY ON THE HIGHWAY FOR 2 MILES
 PT1124'TO A SIDE ROAD ON THE RIGHT AND A GROVE OF TREES ON THE LEFT,
 PT1124'TURN RIGHT (EAST) AND FOLLOW THE MAIN GRADED ROAD FOR 6 MILES
 PT1124'TO A CROSS ROAD, TURN LEFT (NORTH) AND GO FOR 4 MILES TO THE
 PT1124'U.S. GEOLOGICAL SURVEY MARK (AZIMUTH MARK) ON THE LEFT AS
 PT1124'DESCRIBED BELOW, CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.1
 PT1124'MILE TO THE END OF THE TRACK ROAD, GO THROUGH A GATE AND
 PT1124'FOLLOW ALONG THE WEST SIDE OF A FENCE LINE FOR 0.1 MILE TO
 PT1124'THE STATION AS DESCRIBED.
 PT1124'
 PT1124'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1124'PLUME 1952.
 PT1124'
 PT1124'REFERENCE MARK 1 IS 1 FOOT WEST OF THE FENCE LINE.  THE MARK
 PT1124'PROJECTS 8 INCHES AND THE DISK IS STAMPED PLUME NO 1 1952.
 PT1124'
 PT1124'REFERENCE MARK 2 IS 1 FOOT WEST OF THE FENCE LINE.  THE MARK
 PT1124'PROJECTS 6 INCHES AND THE DISK IS STAMPED PLUME NO 2 1952.
 PT1124'
 PT1124'A TRAVERSE MEASUREMENT WAS MADE TO U.S. GEOLOGICAL BENCH MARK
 PT1124'TT 6 1949.  IT IS 22 FEET WEST OF THE CENTER OF A TRACK ROAD
 PT1124'AND 2 FEET EAST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK
 PT1124'SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER, THAT PROJECTS
 PT1124'3 INCHES AND THE DISK IS STAMPED TT 6 CLB 1949.
 PT1124'
 PT1124'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1162 ***********************************************************************
 PT1162  DESIGNATION -  POLE
 PT1162  PID         -  PT1162
 PT1162  STATE/COUNTY-  SD/HAAKON
 PT1162  COUNTRY     -  US
 PT1162  USGS QUAD   -  ELEVENMILE CORNER (2017)
 PT1162
 PT1162                         *CURRENT SURVEY CONTROL
 PT1162  ______________________________________________________________________
 PT1162* NAD 83(1996) POSITION- 44 08 21.80713(N) 101 38 58.11131(W)   ADJUSTED
 PT1162* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 PT1162  ______________________________________________________________________
 PT1162  GEOID HEIGHT    -        -21.101 (meters)                     GEOID18
 PT1162  LAPLACE CORR    -         -9.23  (seconds)                    DEFLEC18
 PT1162  HORZ ORDER      -  SECOND
 PT1162
 PT1162.The horizontal coordinates were established by classical geodetic methods
 PT1162.and adjusted by the National Geodetic Survey in January 1998.
 PT1162
 PT1162.The orthometric height was scaled from a topographic map.
 PT1162
 PT1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1162.GEOID18 height accuracy estimate available here.
 PT1162
 PT1162.Click photographs - Photos may exist for this station.
 PT1162
 PT1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1162
 PT1162. The following values were computed from the NAD 83(1996) position.
 PT1162
 PT1162;                    North         East     Units Scale Factor Converg.
 PT1162;SPC SD S     -   201,476.562   494,694.579   MT  0.99994819   -0 54 28.6
 PT1162;SPC SD S     -   661,011.02  1,623,010.46   sFT  0.99994819   -0 54 28.6
 PT1162;UTM  14      - 4,890,768.429   288,076.236   MT  1.00015239   -1 50 44.9
 PT1162
 PT1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1162!SPC SD S     -   0.99988847  x   0.99994819  =   0.99983667
 PT1162!UTM  14      -   0.99988847  x   1.00015239  =   1.00004084
 PT1162
 PT1162:                Primary Azimuth Mark                     Grid Az
 PT1162:SPC SD S     -  POLE AZ MK                               271 18 32.5
 PT1162:UTM  14      -  POLE AZ MK                               272 14 48.8
 PT1162
 PT1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8807690768(NAD 83)
 PT1162
 PT1162|---------------------------------------------------------------------|
 PT1162| PID    Reference Object                     Distance      Geod. Az  |
 PT1162|                                                           dddmmss.s |
 PT1162| CQ4651 POLE RM 1                            20.047 METERS 18009     |
 PT1162| CQ4650 POLE AZ MK                                         2702403.9 |
 PT1162| CQ4652 POLE RM 2                            14.452 METERS 27408     |
 PT1162|---------------------------------------------------------------------|
 PT1162
 PT1162                          SUPERSEDED SURVEY CONTROL
 PT1162
 PT1162  NAD 83(1986)-  44 08 21.79967(N)    101 38 58.11268(W) AD(       ) 2
 PT1162  NAD 27      -  44 08 21.84960(N)    101 38 56.60060(W) AD(       ) 2
 PT1162
 PT1162.Superseded values are not recommended for survey control.
 PT1162
 PT1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1162.See file dsdata.pdf to determine how the superseded data were derived.
 PT1162
 PT1162_MARKER: DS = TRIANGULATION STATION DISK
 PT1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1162_STAMPING: POLE 1961
 PT1162_MARK LOGO: CGS
 PT1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1162+STABILITY: SURFACE MOTION
 PT1162
 PT1162  HISTORY     - Date     Condition        Report By
 PT1162  HISTORY     - 1961     MONUMENTED       CGS
 PT1162
 PT1162                          STATION DESCRIPTION
 PT1162
 PT1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1162'LOCATED, AIRLINE, ABOUT 10-1/2 MILES NORTHWEST OF POWELL, AND
 PT1162'7 MILES NORTH OF PHILIP ON THE NORTH SIDE RIGHT-OF-WAY OF
 PT1162'AN EAST-WEST GRADED ROAD WHERE IT CROSSES A LOW, ROUNDED,
 PT1162'NORTH-SOUTH RIDGE IN THE SOUTHEAST CORNER OF SECTION 12, T 2
 PT1162'N, R 20 E.
 PT1162'
 PT1162'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 73 AND U.S.
 PT1162'HIGHWAY 14 ON THE NORTH EDGE OF PHILIP GO NORTH ON STATE
 PT1162'HIGHWAY 73 FOR 6.6 MILES TO A CROSS ROAD.  TURN RIGHT AND
 PT1162'GO EAST 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 PT1162'EAST 0.3 MILE TO THE STATION ON THE LEFT.
 PT1162'
 PT1162'THE STATION MARK, A STANDARD DISK STAMPED POLE 1961 CEMENTED
 PT1162'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 PT1162'2 INCHES ABOVE GROUND, IS 31.3 FEET NORTH OF THE CENTER OF
 PT1162'THE GRADED ROAD, 30 FEET WEST OF THE WEST POLE OF A WIRE GATE,
 PT1162'4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH
 PT1162'OF A METAL WITNESS SIGN.
 PT1162'
 PT1162'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED POLE NO 1
 PT1162'1961 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 PT1162'CYLINDER PROJECTING 2 INCHES ABOVE GROUND, IS 32 FEET SOUTH
 PT1162'OF THE CENTER OF THE GRADED ROAD, 17.7 FEET WEST OF THE WEST
 PT1162'GATE POST OF A WIRE GATE, 0.8 FOOT SOUTH OF THE SOUTH
 PT1162'RIGHT-OF-WAY FENCE, AND AT ABOUT THE SAME ELEVATION AS THE
 PT1162'STATION.
 PT1162'
 PT1162'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED POLE NO 2
 PT1162'1961 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT
 PT1162'PROJECTING 2 INCHES ABOVE GROUND, IS 32 FEET NORTH OF THE
 PT1162'CENTER OF THE GRADED ROAD, 0.7 FOOT SOUTH OF THE NORTH
 PT1162'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 PT1162'
 PT1162'THE AZIMUTH MARK, A STANDARD DISK STAMPED POLE 1961 CEMENTED
 PT1162'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 PT1162'2 INCHES ABOVE GROUND, IS 37 FEET NORTH OF THE CENTER OF THE
 PT1162'GRADED ROAD, 2.5 FEET EAST OF A METAL WITNESS POST, AND 0.8
 PT1162'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 PT1162'
 PT1162'THE PICTURE POINT FOR PHOTO CONTROL IS THE INTERSECTION OF
 PT1162'CENTERS OF ROADS THROUGH GATES INTO FIELDS NORTH AND SOUTH
 PT1162'AND THE EAST-WEST GRADED ROAD.
 PT1162'
 PT1162'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 83.72 FEET,
 PT1162'25.519 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0724 ***********************************************************************
 QS0724  DESIGNATION -  POLLOCK
 QS0724  PID         -  QS0724
 QS0724  STATE/COUNTY-  SD/CAMPBELL
 QS0724  COUNTRY     -  US
 QS0724  USGS QUAD   -  POLLOCK NW (2017)
 QS0724
 QS0724                         *CURRENT SURVEY CONTROL
 QS0724  ______________________________________________________________________
 QS0724* NAD 83(1996) POSITION- 45 54 00.92104(N) 100 23 02.01740(W)   ADJUSTED
 QS0724* NAVD 88 ORTHO HEIGHT -   613.6   (meters)     2013.    (feet) VERTCON3
 QS0724  ______________________________________________________________________
 QS0724  GEOID HEIGHT    -        -21.770 (meters)                     GEOID18
 QS0724  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 QS0724  HORZ ORDER      -  FIRST
 QS0724
 QS0724.The horizontal coordinates were established by classical geodetic methods
 QS0724.and adjusted by the National Geodetic Survey in January 1998.
 QS0724
 QS0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0724
 QS0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0724.GEOID18 height accuracy estimate available here.
 QS0724
 QS0724.Click photographs - Photos may exist for this station.
 QS0724
 QS0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0724
 QS0724. The following values were computed from the NAD 83(1996) position.
 QS0724
 QS0724;                    North         East     Units Scale Factor Converg.
 QS0724;SPC SD N     -   229,765.605   570,207.585   MT  1.00004910   -0 16 18.1
 QS0724;SPC SD N     -   753,822.66  1,870,756.05   sFT  1.00004910   -0 16 18.1
 QS0724;UTM  14      - 5,083,896.432   392,649.834   MT  0.99974167   -0 59 38.1
 QS0724
 QS0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0724!SPC SD N     -   0.99990723  x   1.00004910  =   0.99995633
 QS0724!UTM  14      -   0.99990723  x   0.99974167  =   0.99964892
 QS0724
 QS0724:                Primary Azimuth Mark                     Grid Az
 QS0724:SPC SD N     -  LAGRACE                                  245 10 28.1
 QS0724:UTM  14      -  LAGRACE                                  245 53 48.1
 QS0724
 QS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9264983896(NAD 83)
 QS0724
 QS0724|---------------------------------------------------------------------|
 QS0724| PID    Reference Object                     Distance      Geod. Az  |
 QS0724|                                                           dddmmss.s |
 QS0724| CO6650 POLLOCK RM 1                         62.771 METERS 04103     |
 QS0724| CO6652 POLLOCK RM 3                         91.275 METERS 12529     |
 QS0724| CO6651 POLLOCK RM 2                         59.396 METERS 13451     |
 QS0724| CO6653 POLLOCK RM 4                        118.290 METERS 24244     |
 QS0724| QS0723 LAGRACE                             APPROX. 0.7 KM 2445410.0 |
 QS0724|---------------------------------------------------------------------|
 QS0724
 QS0724                          SUPERSEDED SURVEY CONTROL
 QS0724
 QS0724  NAD 83(1986)-  45 54 00.91107(N)    100 23 02.01225(W) AD(       ) 1
 QS0724  NAD 27      -  45 54 00.91700(N)    100 23 00.55900(W) AD(       ) 1
 QS0724  NGVD 29 (07/19/86)  613.2    (m)         2012.     (f) VERT ANG       
 QS0724
 QS0724.Superseded values are not recommended for survey control.
 QS0724
 QS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0724.See file dsdata.pdf to determine how the superseded data were derived.
 QS0724
 QS0724_MARKER: DS = TRIANGULATION STATION DISK
 QS0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0724_STAMPING: POLLOCK 1934
 QS0724_MARK LOGO: CGS
 QS0724_PROJECTION: RECESSED 41 CENTIMETERS
 QS0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0724+STABILITY: SURFACE MOTION
 QS0724
 QS0724  HISTORY     - Date     Condition        Report By
 QS0724  HISTORY     - 1934     MONUMENTED       CGS
 QS0724  HISTORY     - 1948     GOOD             CGS
 QS0724  HISTORY     - 1964     GOOD             USGS
 QS0724  HISTORY     - 1967     GOOD             USGS
 QS0724  HISTORY     - 1970     GOOD             LOCENG
 QS0724
 QS0724                          STATION DESCRIPTION
 QS0724
 QS0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0724'STATION IS ABOUT 4 MILES W OF POLLOCK, SOUTH DAKOTA, ON HIGH
 QS0724'BLUFFS IN CULTIVATED FIELD OVERLOOKING THE MISSOURI RIVER, TO
 QS0724'THE W, 138 FEET W OF FENCE AND THE MARK IS 1.2 FEET BELOW THE
 QS0724'SURFACE OF THE GROUND.  (APPROXIMATELY) SEC. 14, T 128 N, R 79 W.
 QS0724'
 QS0724'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QS0724'DISKS SET IN CONCRETE.
 QS0724'
 QS0724'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2 FEET W OF FENCE
 QS0724'AND PROJECTS 4 INCHES.
 QS0724'
 QS0724'REFERENCE MARK NO. 2 IS SE OF THE STATION, 36.5 FEET N OF
 QS0724'FENCE CORNER, 2 FEET W OF FENCE AND PROJECTS 4 INCHES.
 QS0724'
 QS0724'THE AZIMUTH MARK IS A MISSOURI RIVER COMMISSION MARK.  IT IS
 QS0724'WSW OF THE STATION 658.67 METERS, AND PROJECTS 8 INCHES.
 QS0724'
 QS0724'THE STATION IS REACHED FROM THE STANDARD OIL STATION IN
 QS0724'POLLOCK, BY GOING W ON GRADED ROAD 4.3 MILES.  WHERE GRADED
 QS0724'ROAD TURNS N, KEEP STRAIGHT AHEAD, W, ALONG FENCE 1.0 MILE, AT
 QS0724'FENCE INTERSECTIONS, TURN S THROUGH WIRE GATE AND DRIVE E ALONG
 QS0724'S SIDE OF FENCE 0.4 MILE.  AT A POINT WHERE FENCE CROSSES
 QS0724'SECOND RIDGE, TURN RIGHT, OR S, UP RIDGE AND FOLLOW HIGHEST
 QS0724'PART OF THE RIDGE 0.5 MILE TO WIRE GATE, THEN DRIVE SSE ACROSS
 QS0724'COUNTRY TO THE HIGHEST POINT ON MESA AND THE STATION.
 QS0724'
 QS0724'THE STATION IS ON LAND OWNED BY JOE HORNE, WHO LIVES ABOUT 1/2
 QS0724'MILE S IN THE CANYON.
 QS0724'
 QS0724'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0724
 QS0724                          STATION RECOVERY (1948)
 QS0724
 QS0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0724'STATION AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED AND WERE
 QS0724'FOUND TO BE IN GOOD CONDITION.  TWO NEW REFERENCE MARKS WERE
 QS0724'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 QS0724'
 QS0724'STATION IS LOCATED ABOUT 4 MILES WEST OF POLLOCK, ABOUT 2 MILES
 QS0724'EAST OF THE MISSOURI RIVER, ABOUT 0.5 MILE NORTH OF MR. HORNES
 QS0724'HOUSE, ON A HIGH BLUFF IN A CULTIVATED FIELD, ON PROPERTY
 QS0724'OF JOE HORNE.
 QS0724'
 QS0724'TO REACH FROM THE RAILROAD DEPOT IN POLLOCK, GO SOUTH ACROSS
 QS0724'TRACKS, BEAR SLIGHTLY LEFT AND FOLLOW MAIN ROAD SOUTH, EAST,
 QS0724'AND SOUTH FOR 2.3 MILES TO CROSSROADS, TURN RIGHT AND FOLLOW
 QS0724'MAIN ROAD WEST FOR 5.4 MILES TO TRACK ROAD RIGHT, TURN RIGHT
 QS0724'AND GO NORTH ON TRACK ROAD FOR 1.1 MILES TO A WIRE GATE ON
 QS0724'RIGHT, TURN RIGHT THROUGH GATE AND GO EAST ON TRACK ROAD FOR
 QS0724'0.2 MILE TO A FORK AND A LONE TREE ON LEFT, TAKE LEFT FORK AND
 QS0724'GO NORTHEAST FOR 0.5 MILE TO A FORK AT TOP OF RIDGE, TAKE
 QS0724'LEFT FORK AND GO NORTHWEST FOR 0.3 MILE TO A WIRE GATE ON
 QS0724'RIGHT, PASS THROUGH GATE, TURN LEFT AND GO WEST ON TRACK ROAD
 QS0724'FOR 0.2 MILE, TURN LEFT AND GO 0.1 MILE ALONG THE DIVIDING
 QS0724'LINE BETWEEN TWO FIELDS.  STATION IS ON HIGHEST POINT ABOUT 45
 QS0724'YARDS TO THE RIGHT.
 QS0724'
 QS0724'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05
 QS0724'MILE TO A FENCE, TURN WEST ALONG FENCE AND GO 0.15 MILE TO
 QS0724'FENCE CORNER, TURN LEFT AND FOLLOW FENCE FOR 0.35 MILE TO A
 QS0724'WIRE GATE ON LEFT, TURN LEFT THROUGH GATE AND GO SOUTHWEST
 QS0724'ACROSS FIELD FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 QS0724'
 QS0724'STATION IS 150 FEET NORTH OF A WIRE FENCE.  IT IS A CONCRETE
 QS0724'MONUMENT 16 INCHES UNDERGROUND, AND THE DISK IS STAMPED POLLOCK
 QS0724'1934.
 QS0724'
 QS0724'REFERENCE MARK NO. 3 IS 1 FOOT NORTH OF A WIRE FENCE.  IT IS A
 QS0724'CONCRETE MONUMENT PROJECTING 3 INCHES, AND THE DISK IS STAMPED
 QS0724'POLLOCK NO 3 1934.
 QS0724'
 QS0724'REFERENCE MARK NO. 4 IS 1 FOOT NORTH OF A WIRE FENCE.  IT IS A
 QS0724'CONCRETE MONUMENT PROJECTING 3 INCHES, AND THE DISK IS STAMPED
 QS0724'POLLOCK NO 4 1934.
 QS0724'
 QS0724'AZIMUTH MARK (MO. R.C.) IS 6 FEET SOUTHWEST OF A WITNESS POST.
 QS0724'STATION MARK IS A 5-INCH, IRON PIPE WITH A CAST-IRON CAP ON
 QS0724'WHICH IS CAST A SMALL, RAISED TRIANGLE WITH A SMALL HOLE IN
 QS0724'THE CENTER AND THE WORDS MISSOURI RIVER COMMISSION.  THE PIPE
 QS0724'PROJECTS 1 FOOT.
 QS0724'
 QS0724'OBSERVATIONS MADE FROM A 4-FOOT, WOODEN STAND.
 QS0724
 QS0724                          STATION RECOVERY (1964)
 QS0724
 QS0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (KE)
 QS0724'TO REACH STATION, GO N OUT OF POLLOCK ACROSS THE LAKE POCASSE
 QS0724'DAM, TURN W FOR 3.5 MILES, TURN S. FOR 0.9 MILE ON WINDING ROAD
 QS0724'TO SADDLE BETWEEN HILLS, TURN W., FOLLOW DIM ROAD UP THE HILL,
 QS0724'THROUGH GRAZING LAND TO GATE, PASS THROUGH GATE AND FOLLOW
 QS0724'FENCE SOUTH THEN WEST ON EDGE OF CULTIVATED FIELD TO HIGHEST
 QS0724'POINT.  STATION IS 176 FEET NORTH OF THE WEST GATE POST IN THE
 QS0724'EAST-WEST FENCE.
 QS0724
 QS0724                          STATION RECOVERY (1967)
 QS0724
 QS0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JSA)
 QS0724'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN GOOD
 QS0724'CONDITION AS DESCRIBED.
 QS0724'
 QS0724'THE OLD DESCRIPTION IS ADEQUATE.
 QS0724'
 QS0724'STANDARD BRACED TRIPOD USED.
 QS0724
 QS0724                          STATION RECOVERY (1970)
 QS0724
 QS0724'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (HGL)
 QS0724'STATION RECOVERED BY E.H. SCHMIDT AND ASSOCIATES INC.
 QS0724'THE STATION, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0664 ***********************************************************************
 PS0664  DESIGNATION -  POLO
 PS0664  PID         -  PS0664
 PS0664  STATE/COUNTY-  SD/HAND
 PS0664  COUNTRY     -  US
 PS0664  USGS QUAD   -  POLO (2017)
 PS0664
 PS0664                         *CURRENT SURVEY CONTROL
 PS0664  ______________________________________________________________________
 PS0664* NAD 83(1996) POSITION- 44 48 36.16969(N) 099 05 19.37793(W)   ADJUSTED
 PS0664* NAVD 88 ORTHO HEIGHT -   479.    (meters)     1572.    (feet) SCALED
 PS0664  ______________________________________________________________________
 PS0664  GEOID HEIGHT    -        -23.988 (meters)                     GEOID18
 PS0664  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 PS0664  HORZ ORDER      -  THIRD
 PS0664
 PS0664.The horizontal coordinates were established by classical geodetic methods
 PS0664.and adjusted by the National Geodetic Survey in January 1998.
 PS0664
 PS0664.The orthometric height was scaled from a topographic map.
 PS0664
 PS0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0664.GEOID18 height accuracy estimate available here.
 PS0664
 PS0664.Click photographs - Photos may exist for this station.
 PS0664
 PS0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0664
 PS0664. The following values were computed from the NAD 83(1996) position.
 PS0664
 PS0664;                    North         East     Units Scale Factor Converg.
 PS0664;SPC SD N     -   108,940.121   672,083.588   MT  0.99994793   +0 38 41.8
 PS0664;SPC SD N     -   357,414.38  2,204,994.24   sFT  0.99994793   +0 38 41.8
 PS0664;UTM  14      - 4,961,853.225   492,984.750   MT  0.99960061   -0 03 45.1
 PS0664
 PS0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0664!SPC SD N     -   0.99992861  x   0.99994793  =   0.99987654
 PS0664!UTM  14      -   0.99992861  x   0.99960061  =   0.99952925
 PS0664
 PS0664:                Primary Azimuth Mark                     Grid Az
 PS0664:SPC SD N     -  POLO AZ MK                               179 27 14.1
 PS0664:UTM  14      -  POLO AZ MK                               180 09 41.0
 PS0664
 PS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9298461853(NAD 83)
 PS0664
 PS0664|---------------------------------------------------------------------|
 PS0664| PID    Reference Object                     Distance      Geod. Az  |
 PS0664|                                                           dddmmss.s |
 PS0664| CO6654 POLO AZ MK                                         1800555.9 |
 PS0664| CO6656 POLO RM 2                            13.822 METERS 18311     |
 PS0664| CO6655 POLO RM 1                            13.192 METERS 35909     |
 PS0664|---------------------------------------------------------------------|
 PS0664
 PS0664                          SUPERSEDED SURVEY CONTROL
 PS0664
 PS0664  NAD 83(1986)-  44 48 36.16834(N)    099 05 19.38465(W) AD(       ) 3
 PS0664  NAD 27      -  44 48 36.25200(N)    099 05 17.99600(W) AD(       ) 3
 PS0664
 PS0664.Superseded values are not recommended for survey control.
 PS0664
 PS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0664.See file dsdata.pdf to determine how the superseded data were derived.
 PS0664
 PS0664_MARKER: DS = TRIANGULATION STATION DISK
 PS0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0664_STAMPING: POLO 1951
 PS0664_MARK LOGO: CGS
 PS0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0664+STABILITY: SURFACE MOTION
 PS0664
 PS0664  HISTORY     - Date     Condition        Report By
 PS0664  HISTORY     - 1951     MONUMENTED       CGS
 PS0664  HISTORY     - 1978     SEE DESCRIPTION  WPRS
 PS0664
 PS0664                          STATION DESCRIPTION
 PS0664
 PS0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0664'THE STATION IS LOCATED ABOUT 1 MILE EAST AND 2 MILES NORTH
 PS0664'OF THE SMALL TOWN OF POLO.  IT IS 33.5 FEET EAST OF THE
 PS0664'CENTERLINE OF A GRAVEL ROAD, 7 FEET EAST OF A TELEPHONE POLE,
 PS0664'5 FEET NORTHEAST OF A WITNESS POST AND 3 FEET EAST OF A
 PS0664'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0664'POLO 1951.
 PS0664'
 PS0664'REFERENCE MARK NO. 1 AND 2 ARE 31.5 FEET EAST OF THE CENTER
 PS0664'OF THE GRAVEL ROAD AND 2 FEET EAST OF THE FENCE.  THE MARKS
 PS0664'PROJECT 3 INCHES AND THE DISKS ARE STAMPED POLO NO 1 1951 AND
 PS0664'POLO NO 2 1951.
 PS0664'
 PS0664'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF THE GRAVEL
 PS0664'ROAD, 11 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET NORTH OF
 PS0664'A WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 PS0664'4 INCHES AND THE DISK IS STAMPED POLO 1951.
 PS0664'
 PS0664'TO REACH THE STATION FROM THE CROSS-ROADS IN POLO, JUST SOUTH
 PS0664'OF THE PUBLIC SCHOOLS, GO EAST FOR 1.0 MILE ON A GRAVEL ROAD
 PS0664'TO A CROSS ROAD, TURN LEFT AND GO NORTH FOR 1.9 MILES TO THE
 PS0664'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON NORTH FOR
 PS0664'0.4 MILE TO THE STATION ON THE RIGHT.
 PS0664'
 PS0664'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0664
 PS0664                          STATION RECOVERY (1978)
 PS0664
 PS0664'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1978 (AB)
 PS0664'POLO 1951 THE STATION MARKER AND THE MARKERS FOR BOTH REFERENCE
 PS0664'POINTS HAVE BEEN REMOVED AND ARE LAYING OUTSIDE THE ROAD RIGHT OF
 PS0664'WAY IN A FIELD.  APPARENTLY THIS STATION WAS DESTROYED DURING ROAD
 PS0664'WIDENING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0562 ***********************************************************************
 OR0562  DESIGNATION -  PONCA
 OR0562  PID         -  OR0562
 OR0562  STATE/COUNTY-  SD/GREGORY
 OR0562  COUNTRY     -  US
 OR0562  USGS QUAD   -  SAINT CHARLES (2017)
 OR0562
 OR0562                         *CURRENT SURVEY CONTROL
 OR0562  ______________________________________________________________________
 OR0562* NAD 83(1996) POSITION- 43 04 10.76420(N) 099 01 16.82080(W)   ADJUSTED
 OR0562* NAVD 88 ORTHO HEIGHT -   625.263 (meters)     2051.38  (feet) ADJUSTED
 OR0562  ______________________________________________________________________
 OR0562  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 OR0562  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 OR0562  DYNAMIC HEIGHT  -        625.035 (meters)     2050.64  (feet) COMP
 OR0562  MODELED GRAVITY -    980,235.4   (mgal)                       NAVD 88
 OR0562
 OR0562  HORZ ORDER      -  SECOND
 OR0562  VERT ORDER      -  SECOND    CLASS 0
 OR0562
 OR0562.The horizontal coordinates were established by classical geodetic methods
 OR0562.and adjusted by the National Geodetic Survey in January 1998.
 OR0562
 OR0562.The orthometric height was determined by differential leveling and
 OR0562.adjusted by the NATIONAL GEODETIC SURVEY
 OR0562.in June 1991.
 OR0562
 OR0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0562.GEOID18 height accuracy estimate available here.
 OR0562
 OR0562.Click photographs - Photos may exist for this station.
 OR0562
 OR0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0562
 OR0562.The dynamic height is computed by dividing the NAVD 88
 OR0562.geopotential number by the normal gravity value computed on the
 OR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0562.degrees latitude (g = 980.6199 gals.).
 OR0562
 OR0562.The modeled gravity was interpolated from observed gravity values.
 OR0562
 OR0562. The following values were computed from the NAD 83(1996) position.
 OR0562
 OR0562;                    North         East     Units Scale Factor Converg.
 OR0562;SPC SD S     -    82,643.180   706,850.823   MT  0.99995243   +0 54 18.3
 OR0562;SPC SD S     -   271,138.50  2,319,059.74   sFT  0.99995243   +0 54 18.3
 OR0562;UTM  14      - 4,768,550.325   498,262.650   MT  0.99960004   -0 00 52.5
 OR0562
 OR0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0562!SPC SD S     -   0.99990601  x   0.99995243  =   0.99985845
 OR0562!UTM  14      -   0.99990601  x   0.99960004  =   0.99950609
 OR0562
 OR0562:                Primary Azimuth Mark                     Grid Az
 OR0562:SPC SD S     -  BONESTEEL MUNICIPAL TANK                 081 14 15.7
 OR0562:UTM  14      -  BONESTEEL MUNICIPAL TANK                 082 09 26.5
 OR0562
 OR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9826268550(NAD 83)
 OR0562
 OR0562|---------------------------------------------------------------------|
 OR0562| PID    Reference Object                     Distance      Geod. Az  |
 OR0562|                                                           dddmmss.s |
 OR0562| OR0830 BONESTEEL MUNICIPAL TANK            APPROX. 5.8 KM 0820834.0 |
 OR0562| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.11.2 KM 1114525.5 |
 OR0562| OR0563 PONCA RM 1                           25.832 METERS 22924     |
 OR0562| OR0894 HERRICK MUNICIPAL TANK              APPROX.14.4 KM 2895505.1 |
 OR0562| OR0564 PONCA RM 2                           24.262 METERS 30513     |
 OR0562|---------------------------------------------------------------------|
 OR0562
 OR0562                          SUPERSEDED SURVEY CONTROL
 OR0562
 OR0562  NAD 83(1995)-  43 04 10.76429(N)    099 01 16.82102(W) AD(       ) 2
 OR0562  NAD 83(1986)-  43 04 10.77096(N)    099 01 16.82892(W) AD(       ) 2
 OR0562  NAD 27      -  43 04 10.77800(N)    099 01 15.49900(W) AD(       ) 2
 OR0562  NGVD 29             624.96   (m)         2050.4    (f) LEVELING    3  
 OR0562
 OR0562.Superseded values are not recommended for survey control.
 OR0562
 OR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0562.See file dsdata.pdf to determine how the superseded data were derived.
 OR0562
 OR0562_MARKER: DS = TRIANGULATION STATION DISK
 OR0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0562_STAMPING: PONCA 1936
 OR0562_MARK LOGO: CGS
 OR0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0562+STABILITY: SURFACE MOTION
 OR0562
 OR0562  HISTORY     - Date     Condition        Report By
 OR0562  HISTORY     - 1936     MONUMENTED       CGS
 OR0562  HISTORY     - 1936     GOOD             CGS
 OR0562  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0562  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0562
 OR0562                          STATION DESCRIPTION
 OR0562
 OR0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0562'THE STATION IS LOCATED ABOUT 4.5 MILES BY ROAD WESTWARD FROM
 OR0562'BONESTEEL, 4.7 MILES EAST BY SOUTH OF ST. CHARLES, 0.8 MILE
 OR0562'SOUTH OF U.S. HIGHWAY 18 ON THE EAST SIDE OF A GRADED DIRT
 OR0562'SECTION-LINE ROAD, AT THE HIGHEST POINT OF THE EDGE OF PASTURE
 OR0562'LAND, OWNER UNKNOWN.
 OR0562'
 OR0562'TO REACH FROM BURKE, S. DAK., FOLLOW U.S. HIGHWAY 18 EAST TO
 OR0562'ST. CHARLES, CONTINUE PAST ST. CHARLES FOR 3.9 MILES EAST
 OR0562'ON U.S. 18 TO A DIRT CROSS ROAD, HERE TURN SOUTH FOR 0.85
 OR0562'MILE TO STATION ON EAST SIDE OF ROAD.  STATION IS LOCATED ALONG
 OR0562'A COUNTRY ROAD, 0.15 MILE NORTH OF AN EAST-WEST SECTION-LINE
 OR0562'ROAD, 1 FOOT INSIDE THE FENCE LINE, AND 33.5 FEET EAST OF THE
 OR0562'CENTERLINE OF A DIRT ROAD.  THE MARK IS 1-FOOT SQUARE, AND
 OR0562'PROJECTS 3 INCHES.
 OR0562'
 OR0562'REFERENCE MARK NO. 1 IS LOCATED ALONG THE FENCE LINE, 1 FOOT
 OR0562'INSIDE (WEST OF THE FENCE), 31.8 FEET WEST OF THE CENTERLINE
 OR0562'OF THE DIRT ROAD, AND 84.75 FEET SOUTHWEST OF THE STATION.
 OR0562'THE MARK IS A 1-FOOT SQUARE CONCRETE POST, PROJECTING 3 INCHES.
 OR0562'
 OR0562'REFERENCE MARK NO. 2 IS ALONG THE NORTH-SOUTH FENCE LINE, 1 FOOT
 OR0562'WEST OF THE FENCE, 31.8 FEET WEST OF THE CENTERLINE OF THE DIRT
 OR0562'ROAD, AND 79.6 FEET NORTH-NORTHWEST OF THE STATION.  IT IS A
 OR0562'1-FOOT SQUARE CONCRETE POST PROJECTING 3 INCHES.  DISTANCE
 OR0562'FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 100.8 FEET.
 OR0562'
 OR0562'NO AZIMUTH MARK WAS ESTABLISHED AS THERE ARE THREE WATER TANKS
 OR0562'VISIBLE FROM GROUND.
 OR0562'
 OR0562'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0562'DISKS SET AS DESCRIBED.
 OR0562
 OR0562                          STATION RECOVERY (1936)
 OR0562
 OR0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 OR0562'3.6 MI NW FROM BONESTEEL.
 OR0562'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OR0562'RAILWAY FROM THE STATION AT BONESTEEL, GREGORY COUNTY, THENCE
 OR0562'ABOUT 0.6 MILE SOUTH ALONG A SECTION-LINE ROAD, 32.0 FEET EAST
 OR0562'OF THE CENTER LINE OF THE ROAD, AND 0.9 FOOT NORTHEAST OF A
 OR0562'WHITE REFERENCE POST.  A STANDARD TRIANGULATION-STATION DISK,
 OR0562'STAMPED PONCA 1936 AND SET IN THE TOP OF A CONCRETE POST
 OR0562'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OR0562
 OR0562                          STATION RECOVERY (1962)
 OR0562
 OR0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0562'MARK NOT FOUND.
 OR0562
 OR0562                          STATION RECOVERY (1993)
 OR0562
 OR0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0562'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0563 ***********************************************************************
 OR0563  DESIGNATION -  PONCA RM 1
 OR0563  PID         -  OR0563
 OR0563  STATE/COUNTY-  SD/GREGORY
 OR0563  COUNTRY     -  US
 OR0563  USGS QUAD   -  SAINT CHARLES (2017)
 OR0563
 OR0563                         *CURRENT SURVEY CONTROL
 OR0563  ______________________________________________________________________
 OR0563* NAD 83(1986) POSITION- 43 04 10.22   (N) 099 01 17.69   (W)   HD_HELD1
 OR0563* NAVD 88 ORTHO HEIGHT -   625.255 (meters)     2051.36  (feet) ADJUSTED
 OR0563  ______________________________________________________________________
 OR0563  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 OR0563  DYNAMIC HEIGHT  -        625.027 (meters)     2050.61  (feet) COMP
 OR0563  MODELED GRAVITY -    980,235.4   (mgal)                       NAVD 88
 OR0563
 OR0563  VERT ORDER      -  SECOND    CLASS 0
 OR0563
 OR0563.The horizontal coordinates were determined by differentially corrected
 OR0563.hand held GPS observations or other comparable positioning techniques
 OR0563.and have an estimated accuracy of +/- 3 meters.
 OR0563
 OR0563.The orthometric height was determined by differential leveling and
 OR0563.adjusted by the NATIONAL GEODETIC SURVEY
 OR0563.in June 1991.
 OR0563
 OR0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0563.GEOID18 height accuracy estimate available here.
 OR0563
 OR0563.Click photographs - Photos may exist for this station.
 OR0563
 OR0563.The dynamic height is computed by dividing the NAVD 88
 OR0563.geopotential number by the normal gravity value computed on the
 OR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0563.degrees latitude (g = 980.6199 gals.).
 OR0563
 OR0563.The modeled gravity was interpolated from observed gravity values.
 OR0563
 OR0563;                    North         East    Units  Estimated Accuracy
 OR0563;SPC SD S     -    82,626.1     706,831.4     MT  (+/- 3 meters HH1 GPS) 
 OR0563
 OR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9824268533(NAD 83)
 OR0563
 OR0563                          SUPERSEDED SURVEY CONTROL
 OR0563
 OR0563.No superseded survey control is available for this station.
 OR0563
 OR0563_MARKER: DR = REFERENCE MARK DISK
 OR0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0563_STAMPING: PONCA NO 1 1936
 OR0563_MARK LOGO: CGS
 OR0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0563+STABILITY: SURFACE MOTION
 OR0563
 OR0563  HISTORY     - Date     Condition        Report By
 OR0563  HISTORY     - 1936     MONUMENTED       CGS
 OR0563  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0563  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0563
 OR0563                          STATION DESCRIPTION
 OR0563
 OR0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0563'3.6 MI NW FROM BONESTEEL.
 OR0563'3.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0563'FROM THE STATION AT BONESTEEL, GREGORY COUNTY, THENCE ABOUT 0.6
 OR0563'MILE SOUTH ALONG A SECTION-LINE ROAD, AND 84.8 FEET SOUTHWEST
 OR0563'OF TRIANGULATION STATION PONCA, DESCRIBED ABOVE.  A STANDARD
 OR0563'REFERENCE-MARK DISK, STAMPED PONCA NO 1 1936 AND SET IN THE TOP
 OR0563'OF A CONCRETE POST.
 OR0563
 OR0563                          STATION RECOVERY (1962)
 OR0563
 OR0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0563'MARK NOT FOUND.
 OR0563
 OR0563                          STATION RECOVERY (1993)
 OR0563
 OR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0563'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0564 ***********************************************************************
 OR0564  DESIGNATION -  PONCA RM 2
 OR0564  PID         -  OR0564
 OR0564  STATE/COUNTY-  SD/GREGORY
 OR0564  COUNTRY     -  US
 OR0564  USGS QUAD   -  SAINT CHARLES (2017)
 OR0564
 OR0564                         *CURRENT SURVEY CONTROL
 OR0564  ______________________________________________________________________
 OR0564* NAD 83(1986) POSITION- 43 04 11.22   (N) 099 01 17.70   (W)   HD_HELD1
 OR0564* NAVD 88 ORTHO HEIGHT -   625.368 (meters)     2051.73  (feet) ADJUSTED
 OR0564  ______________________________________________________________________
 OR0564  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 OR0564  DYNAMIC HEIGHT  -        625.140 (meters)     2050.98  (feet) COMP
 OR0564  MODELED GRAVITY -    980,235.4   (mgal)                       NAVD 88
 OR0564
 OR0564  VERT ORDER      -  SECOND    CLASS 0
 OR0564
 OR0564.The horizontal coordinates were determined by differentially corrected
 OR0564.hand held GPS observations or other comparable positioning techniques
 OR0564.and have an estimated accuracy of +/- 3 meters.
 OR0564
 OR0564.The orthometric height was determined by differential leveling and
 OR0564.adjusted by the NATIONAL GEODETIC SURVEY
 OR0564.in June 1991.
 OR0564
 OR0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0564.GEOID18 height accuracy estimate available here.
 OR0564
 OR0564.Click photographs - Photos may exist for this station.
 OR0564
 OR0564.The dynamic height is computed by dividing the NAVD 88
 OR0564.geopotential number by the normal gravity value computed on the
 OR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0564.degrees latitude (g = 980.6199 gals.).
 OR0564
 OR0564.The modeled gravity was interpolated from observed gravity values.
 OR0564
 OR0564;                    North         East    Units  Estimated Accuracy
 OR0564;SPC SD S     -    82,656.9     706,830.7     MT  (+/- 3 meters HH1 GPS) 
 OR0564
 OR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9824268564(NAD 83)
 OR0564
 OR0564                          SUPERSEDED SURVEY CONTROL
 OR0564
 OR0564.No superseded survey control is available for this station.
 OR0564
 OR0564_MARKER: DR = REFERENCE MARK DISK
 OR0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0564_STAMPING: PONCA NO 2 1936
 OR0564_MARK LOGO: CGS
 OR0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0564+STABILITY: SURFACE MOTION
 OR0564
 OR0564  HISTORY     - Date     Condition        Report By
 OR0564  HISTORY     - 1936     MONUMENTED       CGS
 OR0564  HISTORY     - 1962     MARK NOT FOUND   CGS
 OR0564  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0564
 OR0564                          STATION DESCRIPTION
 OR0564
 OR0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0564'3.6 MI NW FROM BONESTEEL.
 OR0564'3.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0564'FROM THE STATION AT BONESTEEL, GREGORY COUNTY, THENCE ABOUT 0.6
 OR0564'MILE SOUTH ALONG A SECTION-LINE ROAD, AND 79.5 FEET NORTHWEST
 OR0564'OF TRIANGULATION STATION PONCA, DESCRIBED ABOVE.  A STANDARD
 OR0564'REFERENCE-MARK DISK, STAMPED PONCA NO 2 1936 AND SET IN THE TOP
 OR0564'OF A CONCRETE POST.
 OR0564
 OR0564                          STATION RECOVERY (1962)
 OR0564
 OR0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OR0564'MARK NOT FOUND.
 OR0564
 OR0564                          STATION RECOVERY (1993)
 OR0564
 OR0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0564'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0751 ***********************************************************************
 OT0751  DESIGNATION -  PORCUPINE
 OT0751  PID         -  OT0751
 OT0751  STATE/COUNTY-  SD/SHANNON
 OT0751  COUNTRY     -  US
 OT0751  USGS QUAD   -  WOUNDED KNEE (2017)
 OT0751
 OT0751                         *CURRENT SURVEY CONTROL
 OT0751  ______________________________________________________________________
 OT0751* NAD 83(1996) POSITION- 43 10 46.67394(N) 102 19 26.14574(W)   ADJUSTED
 OT0751* NAVD 88 ORTHO HEIGHT -  1124.9   (meters)     3691.    (feet) VERTCON3
 OT0751  ______________________________________________________________________
 OT0751  GEOID HEIGHT    -        -18.526 (meters)                     GEOID18
 OT0751  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 OT0751  HORZ ORDER      -  FIRST
 OT0751
 OT0751.The horizontal coordinates were established by classical geodetic methods
 OT0751.and adjusted by the National Geodetic Survey in January 1998.
 OT0751
 OT0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0751
 OT0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0751.GEOID18 height accuracy estimate available here.
 OT0751
 OT0751.Click photographs - Photos may exist for this station.
 OT0751
 OT0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0751
 OT0751. The following values were computed from the NAD 83(1996) position.
 OT0751
 OT0751;                    North         East     Units Scale Factor Converg.
 OT0751;SPC SD S     -    95,955.439   438,184.360   MT  0.99993601   -1 22 23.6
 OT0751;SPC SD S     -   314,813.80  1,437,609.85   sFT  0.99993601   -1 22 23.6
 OT0751;UTM  13      - 4,784,239.771   717,490.766   MT  1.00018193   +1 49 54.9
 OT0751
 OT0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0751!SPC SD S     -   0.99982653  x   0.99993601  =   0.99976255
 OT0751!UTM  13      -   0.99982653  x   1.00018193  =   1.00000843
 OT0751
 OT0751:                Primary Azimuth Mark                     Grid Az
 OT0751:SPC SD S     -  PORCUPINE AZ MK                          210 02 38.0
 OT0751:UTM  13      -  PORCUPINE AZ MK                          206 50 19.5
 OT0751
 OT0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1749084239(NAD 83)
 OT0751
 OT0751|---------------------------------------------------------------------|
 OT0751| PID    Reference Object                     Distance      Geod. Az  |
 OT0751|                                                           dddmmss.s |
 OT0751| OT0750 PORCUPINE BUTTE LOOKOUT TOWER        43.494 METERS 02910     |
 OT0751| CQ4664 PORCUPINE RM 1                       21.869 METERS 16954     |
 OT0751| CQ4663 PORCUPINE AZ MK                                    2084014.4 |
 OT0751| CQ4665 PORCUPINE RM 2                       14.478 METERS 28209     |
 OT0751| OT0811 BLACK HILLS N HIGH PART PEAK                       3082443.7 |
 OT0751|---------------------------------------------------------------------|
 OT0751
 OT0751                          SUPERSEDED SURVEY CONTROL
 OT0751
 OT0751  NAD 83(1995)-  43 10 46.67362(N)    102 19 26.14689(W) AD(       ) 1
 OT0751  NAD 83(1993)-  43 10 46.66440(N)    102 19 26.14758(W) AD(       ) 1
 OT0751  NAD 83(1986)-  43 10 46.66311(N)    102 19 26.14775(W) AD(       ) 1
 OT0751  NAD 27      -  43 10 46.70400(N)    102 19 24.57600(W) AD(       ) 1
 OT0751  NGVD 29 (07/19/86) 1124.4    (m)         3689.     (f) VERT ANG       
 OT0751
 OT0751.Superseded values are not recommended for survey control.
 OT0751
 OT0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0751.See file dsdata.pdf to determine how the superseded data were derived.
 OT0751
 OT0751_MARKER: DS = TRIANGULATION STATION DISK
 OT0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0751_STAMPING: PORCUPINE 1934
 OT0751_MARK LOGO: CGS
 OT0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0751+STABILITY: SURFACE MOTION
 OT0751
 OT0751  HISTORY     - Date     Condition        Report By
 OT0751  HISTORY     - 1934     MONUMENTED       CGS
 OT0751  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OT0751
 OT0751                          STATION DESCRIPTION
 OT0751
 OT0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0751'THIS STATION IS ABOUT 4 MILES S OF THE PORCUPINE POST OFFICE
 OT0751'AND IS NEAR THE S END OF A HIGH PROMINENT BUTTE, LOCALLY KNOWN
 OT0751'AS PORCUPINE BUTTE.  THE BUTTE IS THE HIGHEST POINT FOR MILES
 OT0751'AROUND.  IT HAS ROCKY SIDES AND SOME PINE TREES GROWING ON THE
 OT0751'TOP.
 OT0751'
 OT0751'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 OT0751'DISKS SET IN CONCRETE.
 OT0751'
 OT0751'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 OT0751'DEPRESSIONS IN OUTCROPPING BEDROCK.
 OT0751'
 OT0751'REFERENCE MARK NO. 1 IS SE AND NO. 2 IS W OF STATION AND ARE
 OT0751'ON ROCK LEDGES.
 OT0751'
 OT0751'AZIMUTH MARK IS ABOUT 0.7 MILE SW OF STATION.  IT IS 29 FEET
 OT0751'E OF THE ROAD.  FROM THE STATION, THE MARK IS AT A POINT WHERE
 OT0751'THE ROAD DISAPPEARS OVER A RIDGE.
 OT0751'
 OT0751'THE STATION IS REACHED FROM THE PORCUPINE POST OFFICE, BY
 OT0751'GOING S ON THE MAIN ROAD TOWARD WOUNDED KNEE 4.7 MILES TO A
 OT0751'POINT JUST W OF PORCUPINE BUTTE.  TURN OFF THE ROAD AND
 OT0751'DRIVE TO THE SW FOOT OF THE BUTTE.  FROM THIS POINT, TAKE A
 OT0751'TRAIL UP THE BUTTE TO THE TOP AND STATION.  IT IS ABOUT
 OT0751'TWO-MINUTE CLIMB.
 OT0751'
 OT0751'A 4-FOOT STAND WAS ERECTED.
 OT0751
 OT0751                          STATION RECOVERY (1936)
 OT0751
 OT0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0751'STATION MARK AND REFERENCE MARKS WERE FOUND AS
 OT0751'DESCRIBED.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 OT0751'WERE CHECKED.  NO CHECK WAS MADE ON THE AZIMUTH MARK.
 OT0751'
 OT0751'THE STATION IS LOCATED ON THE HIGHEST POINT AND THE EASTERN
 OT0751'END OF PORCUPINE BUTTE.  ABOUT 142 FEET S OF THE FIRE LOOKOUT
 OT0751'TOWER ON THE BUTTE.  THE STATION IS ABOUT 4 MILES BY ROAD N
 OT0751'OF WOUNDED KNEE AND 4-3/4 MILES S OF THE PORCUPINE POST OFFICE.
 OT0751'
 OT0751'THE AZIMUTH MARK IS ABOUT 0.7 MILE SW OF THE STATION.  29
 OT0751'FEET E OF THE ROAD AT A POINT WHERE THE ROAD DISAPPEARS FROM
 OT0751'THE VIEW AT THE STATION.
 OT0751'
 OT0751'TO REACH THE STATION FROM WOUNDED KNEE, GO N ON THE ROAD BETWEEN
 OT0751'WOUNDED KNEE AND PORCUPINE 3.9 MILES, TO A ROAD TURNING OFF
 OT0751'TO THE RIGHT AND RUNNING ALONG THE N SIDE OF FENCE TO THE
 OT0751'PORCUPINE BUTTE.  FOLLOW THIS ROAD E ABOUT 0.1 MILE TO FOOT
 OT0751'TRAIL THAT LEADS TO THE TOP OF BUTTE.  CLIMB THE BUTTE TO
 OT0751'HIGHEST POINT AND STATION ON THE LEFT.
 OT0751'
 OT0751'ALL LINES VISIBLE FROM THIS STATION FROM A 4-FOOT STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0750 ***********************************************************************
 OT0750  DESIGNATION -  PORCUPINE BUTTE LOOKOUT TOWER
 OT0750  PID         -  OT0750
 OT0750  STATE/COUNTY-  SD/SHANNON
 OT0750  COUNTRY     -  US
 OT0750  USGS QUAD   -  WOUNDED KNEE (2017)
 OT0750
 OT0750                         *CURRENT SURVEY CONTROL
 OT0750  ______________________________________________________________________
 OT0750* NAD 83(1996) POSITION- 43 10 47.90471(N) 102 19 25.20736(W)   ADJUSTED
 OT0750  ______________________________________________________________________
 OT0750  GEOID HEIGHT    -        -18.527 (meters)                     GEOID18
 OT0750  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 OT0750  HORZ ORDER      -  THIRD
 OT0750
 OT0750.The horizontal coordinates were established by classical geodetic methods
 OT0750.and adjusted by the National Geodetic Survey in January 1998.
 OT0750
 OT0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0750.GEOID18 height accuracy estimate available here.
 OT0750
 OT0750.Click photographs - Photos may exist for this station.
 OT0750
 OT0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0750
 OT0750. The following values were computed from the NAD 83(1996) position.
 OT0750
 OT0750;                    North         East     Units Scale Factor Converg.
 OT0750;SPC SD S     -    95,992.900   438,206.456   MT  0.99993597   -1 22 22.9
 OT0750;SPC SD S     -   314,936.71  1,437,682.35   sFT  0.99993597   -1 22 22.9
 OT0750;UTM  13      - 4,784,278.418   717,510.737   MT  1.00018203   +1 49 55.6
 OT0750
 OT0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1751084278(NAD 83)
 OT0750
 OT0750                          SUPERSEDED SURVEY CONTROL
 OT0750
 OT0750  NAD 83(1995)-  43 10 47.90432(N)    102 19 25.20833(W) AD(       ) 3
 OT0750  NAD 83(1993)-  43 10 47.89434(N)    102 19 25.20719(W) AD(       ) 3
 OT0750  NAD 83(1986)-  43 10 47.89420(N)    102 19 25.21011(W) AD(       ) 3
 OT0750  NAD 27      -  43 10 47.93900(N)    102 19 23.64800(W) AD(       ) 3
 OT0750
 OT0750.Superseded values are not recommended for survey control.
 OT0750
 OT0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0750.See file dsdata.pdf to determine how the superseded data were derived.
 OT0750
 OT0750_MARKER: 57 = LOOKOUT TOWER
 OT0750
 OT0750  HISTORY     - Date     Condition        Report By
 OT0750  HISTORY     - 1936     FIRST OBSERVED   CGS
 OT0750
 OT0750                          STATION DESCRIPTION
 OT0750
 OT0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0750'POINT OBSERVED UPON WAS CENTER OF LOOKOUT TOWER LOCATED ON
 OT0750'PORCUPINE BUTTE, APPROXIMATELY 5 MILES SOUTH OF TOWN OF PORCUPINE.
 OT0750'TOWER IS ABOUT 60 FEET HIGH AND 142.7 FEET NORTH OF STATION
 OT0750'PORCUPINE.
 OT0750'
 OT0750'POINT OBSERVED UPON FROM TRIANGULATION STATIONS, BDY. MONUMENT
 OT0750'144-1/2 ECC., PORCUPINE AND KNEE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0597 ***********************************************************************
 PT0597  SACS        -  This is a Secondary Airport Control Station.
 PT0597  DESIGNATION -  PORT
 PT0597  PID         -  PT0597
 PT0597  STATE/COUNTY-  SD/HAAKON
 PT0597  COUNTRY     -  US
 PT0597  USGS QUAD   -  PHILIP SE (2017)
 PT0597
 PT0597                         *CURRENT SURVEY CONTROL
 PT0597  ______________________________________________________________________
 PT0597* NAD 83(1996) POSITION- 44 03 09.74118(N) 101 36 14.24657(W)   ADJUSTED
 PT0597* NAD 83(1996) ELLIP HT-   653.067 (meters)        (01/23/98)   ADJUSTED
 PT0597* NAVD 88 ORTHO HEIGHT -   674.330 (meters)     2212.36  (feet) ADJUSTED
 PT0597  ______________________________________________________________________
 PT0597  GEOID HEIGHT    -        -21.322 (meters)                     GEOID18
 PT0597  NAD 83(1996) X  -   -923,635.488 (meters)                     COMP
 PT0597  NAD 83(1996) Y  - -4,498,023.955 (meters)                     COMP
 PT0597  NAD 83(1996) Z  -  4,412,756.498 (meters)                     COMP
 PT0597  LAPLACE CORR    -         -9.57  (seconds)                    DEFLEC18
 PT0597  DYNAMIC HEIGHT  -        674.132 (meters)     2211.71  (feet) COMP
 PT0597  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PT0597
 PT0597  HORZ ORDER      -  SECOND
 PT0597  VERT ORDER      -  SECOND    CLASS 0
 PT0597  ELLP ORDER      -  FOURTH    CLASS I
 PT0597
 PT0597.This mark is at Philip Airport (PHP)
 PT0597
 PT0597.The horizontal coordinates were established by classical geodetic methods
 PT0597.and adjusted by the National Geodetic Survey in January 1998.
 PT0597
 PT0597.The orthometric height was determined by differential leveling and
 PT0597.adjusted by the NATIONAL GEODETIC SURVEY
 PT0597.in June 1991.
 PT0597
 PT0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0597.GEOID18 height accuracy estimate available here.
 PT0597
 PT0597.Click photographs - Photos may exist for this station.
 PT0597
 PT0597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT0597
 PT0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0597
 PT0597.The ellipsoidal height was determined by GPS observations
 PT0597.and is referenced to NAD 83.
 PT0597
 PT0597.The dynamic height is computed by dividing the NAVD 88
 PT0597.geopotential number by the normal gravity value computed on the
 PT0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0597.degrees latitude (g = 980.6199 gals.).
 PT0597
 PT0597.The modeled gravity was interpolated from observed gravity values.
 PT0597
 PT0597. The following values were computed from the NAD 83(1996) position.
 PT0597
 PT0597;                    North         East     Units Scale Factor Converg.
 PT0597;SPC SD S     -   191,789.610   498,188.874   MT  0.99993557   -0 52 35.6
 PT0597;SPC SD S     -   629,229.75  1,634,474.66   sFT  0.99993557   -0 52 35.6
 PT0597;UTM  14      - 4,881,023.705   291,412.453   MT  1.00013514   -1 48 40.4
 PT0597
 PT0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0597!SPC SD S     -   0.99989761  x   0.99993557  =   0.99983318
 PT0597!UTM  14      -   0.99989761  x   1.00013514  =   1.00003273
 PT0597
 PT0597:                Primary Azimuth Mark                     Grid Az
 PT0597:SPC SD S     -  PORT AZ MK                               346 57 47.7
 PT0597:UTM  14      -  PORT AZ MK                               347 53 52.5
 PT0597
 PT0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9141281023(NAD 83)
 PT0597
 PT0597|---------------------------------------------------------------------|
 PT0597| PID    Reference Object                     Distance      Geod. Az  |
 PT0597|                                                           dddmmss.s |
 PT0597| PT0598 PORT RM 1                            10.575 METERS 06407     |
 PT0597| PT1156 PHILIP MUN AIRPORT BEACON           379.267 METERS 09608     |
 PT0597| PT1158 PHILIP MUNICIPAL STANDPIPE          APPROX. 4.3 KM 2760548.6 |
 PT0597| PT0596 TT 21 GB                             13.633 METERS 28933     |
 PT0597| CQ4671 PORT AZ MK                                         3460512.1 |
 PT0597|---------------------------------------------------------------------|
 PT0597
 PT0597                          SUPERSEDED SURVEY CONTROL
 PT0597
 PT0597  ELLIP H (08/18/97)  653.065  (m)                       GP(       ) 4 1
 PT0597  NAD 83(1986)-  44 03 09.73213(N)    101 36 14.24866(W) AD(       ) 2
 PT0597  NAD 27      -  44 03 09.77640(N)    101 36 12.73460(W) AD(       ) 2
 PT0597  NGVD 29 (??/??/92)  673.878  (m)         2210.88   (f) ADJ UNCH    2 0
 PT0597  NGVD 29             673.88   (m)         2210.9    (f) LEVELING    3  
 PT0597
 PT0597.Superseded values are not recommended for survey control.
 PT0597
 PT0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0597.See file dsdata.pdf to determine how the superseded data were derived.
 PT0597
 PT0597_MARKER: DS = TRIANGULATION STATION DISK
 PT0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0597_STAMPING: PORT 1950
 PT0597_MARK LOGO: CGS
 PT0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0597+STABILITY: SURFACE MOTION
 PT0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0597+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 PT0597
 PT0597  HISTORY     - Date     Condition        Report By
 PT0597  HISTORY     - 1950     MONUMENTED       CGS
 PT0597  HISTORY     - 1961     GOOD             CGS
 PT0597  HISTORY     - 1962     GOOD             CGS
 PT0597  HISTORY     - 19910909 GOOD             NGS
 PT0597  HISTORY     - 19950928 GOOD             NGS
 PT0597
 PT0597                          STATION DESCRIPTION
 PT0597
 PT0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT0597'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF PHILIP,
 PT0597'ABOUT 1/4 MILE WEST OF THE BUILDINGS AT THE PHILIP MUNICIPAL
 PT0597'AIRPORT, 52 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 14,
 PT0597'18.5 FEET SOUTHEAST OF THE EAST GATE POST OF A WIRE GATE,
 PT0597'AND 8.6 FEET SOUTH OF A WITNESS POST.
 PT0597'
 PT0597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 73
 PT0597'AND U.S. HIGHWAY NO. 14 IN PHILIP, GO EASTERLY ON NO. 14 FOR
 PT0597'3.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH
 PT0597'THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON A GRAVELED
 PT0597'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PT0597'
 PT0597'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT0597'PORT 1950.
 PT0597'
 PT0597'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF THE CENTER OF U.S.
 PT0597'HIGHWAY NO. 14, 43 FEET WEST OF A TELEPHONE POLE, AND 6
 PT0597'INCHES SOUTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 PT0597'DISK IS STAMPED PORT 1950 NO 1.
 PT0597'
 PT0597'TT 21 GB (USGS) IS 72 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PT0597'NO. 14, 25 FEET EAST OF A TELEPHONE POLE, AND 10.5 FEET WEST
 PT0597'OF THE WEST GATE POST OF A WIRE GATE.  IT IS A STANDARD U.S.
 PT0597'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 21 GB 1949.  IT
 PT0597'IS SET IN THE CENTER OF A 6-INCH CONCRETE CYLINDER THAT
 PT0597'PROJECTS 6 INCHES.
 PT0597'
 PT0597'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF A GRAVELED
 PT0597'ROAD, 5 FEET SOUTH OF A WITNESS POST, AND 2 FEET WEST OF A
 PT0597'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT0597'PORT 1950.
 PT0597'
 PT0597'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 PT0597'ARE STANDARD DISKS SET IN THE CENTER OF 12-INCH SQUARE CONCRETE
 PT0597'POSTS.
 PT0597
 PT0597                          STATION RECOVERY (1961)
 PT0597
 PT0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0597'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PT0597'DUE TO A HIGHWAY CHANGE A COMPLETE NEW DESCRIPTION FOLLOWS.
 PT0597'
 PT0597'STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF PHILIP AND
 PT0597'1/4 MILE WEST OF THE PHILIP MUNICIPAL AIRPORT.  IT IS IN
 PT0597'SEC. 9, R 21 E, T 1 N.
 PT0597'
 PT0597'REACHED FROM THE POST OFFICE IN PHILIP, GO EAST-NORTHEAST ON
 PT0597'PINE STREET FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 PT0597'14, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 14 FOR 3.5 MILES
 PT0597'TO A CROSSROAD, ** TURN RIGHT AND GO SOUTH FOR 0.2 MILE
 PT0597'TO A T-INTERSECTION, TURN LEFT AND GO EAST FOR ABOUT 125 FEET
 PT0597'TO THE STATION MARK ON THE LEFT.
 PT0597'
 PT0597'STATION MARK, A STANDARD DISK STAMPED PORT 1950, IS SET
 PT0597'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PT0597'8 INCHES.  IT IS 102 FEET EAST-SOUTHEAST OF A FENCE CORNER,
 PT0597'49.8 FEET NORTH OF THE CENTER OF AN ABANDONED HIGHWAY, 18.3
 PT0597'FEET SOUTHEAST OF THE EAST GATE POST, 16 FEET SOUTH OF A
 PT0597'EAST-WEST FENCE AND 15.5 FEET SOUTH OF A METAL WITNESS POST
 PT0597'WITH SIGN.
 PT0597'
 PT0597'REFERENCE MARK 1, A STANDARD DISK STAMPED PORT NO 1 1950, IS
 PT0597'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PT0597'PROJECTS 8 INCHES.  IT IS 65.8 FEET NORTH OF THE CENTER OF THE
 PT0597'OLD HIGHWAY, 41.2 FEET EAST OF THE EAST GATE POST AND 0.4
 PT0597'FOOT SOUTH OF THE EAST-WEST FENCE.
 PT0597'
 PT0597'BENCH MARK TT 21 GB 1949 IS A
 PT0597'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PT0597'STAMPED TT 21 GB 1949, IS SET IN THE TOP OF A 5-INCH CYLINDRICAL
 PT0597'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 10.9 FEET WEST
 PT0597'OF THE WEST GATE POST AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 PT0597'
 PT0597'** TO REACH THE AZIMUTH MARK, TURN LEFT AND GO NORTH ON
 PT0597'GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS
 PT0597'A STANDARD DISK STAMPED PORT 1950, IS SET IN THE TOP OF A
 PT0597'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 PT0597'IT IS 27.0 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 2.5
 PT0597'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND
 PT0597'1.6 FEET WEST OF A NORTH-SOUTH FENCE.  PICTURE POINT IS THE
 PT0597'CORNER POST OF A FENCE LINE.
 PT0597
 PT0597                          STATION RECOVERY (1962)
 PT0597
 PT0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0597'3.8 MI NE FROM PHILIP.
 PT0597'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0597'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0597'PRIVATE GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG OLD U.S. HIGHWAY
 PT0597'14, 0.15 MILE WEST OF THE PHILIP MUNICIPAL AIRPORT, IN SECTION
 PT0597'9, T 1 N, R 21 E, 50 FEET NORTH OF THE CENTER LINE OF THE
 PT0597'OLD HIGHWAY, 68 FEET EAST OF A TELEPHONE POLE, 15 1/2 FEET SOUTH OF
 PT0597'A FENCE, ABOUT LEVEL WITH THE OLD HIGHWAY AND SET IN THE TOP OF A
 PT0597'CONCRETE POST PROJECTING 6-INCHES, 15.3 FEET SOUTH OF A METAL
 PT0597'WITNESS POST.  NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING
 PT0597'0.6 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND NORTH
 PT0597'WESTERN RAILWAY STATION, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY
 PT0597'14, THENCE 0.15 MILE SOUTH ALONG A PRIVATE GRAVELED ROAD.
 PT0597
 PT0597                          STATION RECOVERY (1991)
 PT0597
 PT0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PT0597'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) EAST OF PHILIP, 0.4 KM
 PT0597'(0.2 MI) WEST OF THE BUILDINGS AT THE PHILIP MUNICIPAL AIRPORT, ON
 PT0597'THE NORTH EDGE OF THE OLD ABANDONED HIGHWAY 14 ROAD GRADE AND JUST
 PT0597'NORTH OF THE AIRPORT PROPERTY LINE.  OWNERSHIP--UNKNOWN.
 PT0597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PT0597'HIGHWAY 73 AT THE NORTH EDGE OF PHILIP, GO EAST ON HIGHWAY 14 FOR
 PT0597'5.26 KM (3.27 MI) TO A GRAVEL CROSSROAD ON TOP OF THE EAST EDGE OF A
 PT0597'RAVINE. TURN RIGHT, SOUTH, ON THE GRAVEL ROAD CROSSING CATTLE GUARD
 PT0597'FOR 0.26 KM (0.16 MI) TO THE STATION ON THE LEFT WHERE THE GRAVEL
 PT0597'CURVES TO THE RIGHT DOWNHILL AND MEETS THE OLD HIGHWAY GRADE.
 PT0597'THE STATION IS LOCATED 40.6 M (133.2 FT) EAST FROM THE EXTENDED CENTER
 PT0597'OF THE GRAVEL ROAD, 31.2 M (102.4 FT) EAST-SOUTHEAST FROM THE
 PT0597'SOUTHWEST CORNER WOODEN FENCE POST OF THE FENCE, 15.5 M (50.9 FT)
 PT0597'NORTH FROM THE CENTER OF THE ABANDONED HIGHWAY GRADE, 5.3 M (17.4 FT)
 PT0597'SOUTH-SOUTHEAST FROM THE EAST WOOD GATE POST FOR A WIRE GATE IN
 PT0597'EAST-WEST FENCE LINE AND 4.65 M (15.26 FT) SOUTH FROM A FIBERGLASS
 PT0597'WITNESS POST IN FENCE LINE.
 PT0597
 PT0597                          STATION RECOVERY (1995)
 PT0597
 PT0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PT0597'THE STATION IS LOCATED ABOUT 21.5 MI (34.6 KM) WEST OF MIDLAND, 3.5 MI
 PT0597'(5.6 KM) EAST OF PHILIP, AT THE NORTH EDGE OF THE PHILIP MUNICIPAL
 PT0597'AIRPORT, NEAR THE OLD HIGHWAY 14 GRADE.  OWNERSHIP--SOUTH DAKOTA
 PT0597'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 PT0597'INTERSECTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 73, GO EAST ON U.S.
 PT0597'HIGHWAY 14 FOR 3.3 MI (5.3 KM) TO A GRAVEL INTERSECTION.  TURN RIGHT
 PT0597'AND GO SOUTH ON THE GRAVEL ROAD CROSSING A CATTLE GUARD FOR 0.15 MI
 PT0597'(0.24 KM) TO A CURVE RIGHT AND THE STATION ON THE LEFT.  THE STATION
 PT0597'PROJECTS 12 CM ABOVE GROUND.  LOCATED 133.2 FT (40.6 M) EAST OF THE
 PT0597'EXTENDED CENTER OF A GRAVEL ROAD, 102.4 FT (31.2 M) EAST FROM THE
 PT0597'SOUTHWEST CORNER POST, 50.9 FT (15.5 M) NORTH FROM THE CENTER OF
 PT0597'ABANDONED HIGHWAY GRADE, 17.4 FT (5.3 M) SOUTH-SOUTHEAST FROM THE
 PT0597'CENTER OF THE EAST WOODEN GATE POST OF A EAST-WEST FENCE AND 15.3 FT
 PT0597'(4.7 M) SOUTH OF A WITNESS POST IN THE FENCE LINE.  THIS IS A
 PT0597'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0838 ***********************************************************************
 OQ0838  DESIGNATION -  PORT RESET
 OQ0838  PID         -  OQ0838
 OQ0838  STATE/COUNTY-  SD/MINNEHAHA
 OQ0838  COUNTRY     -  US
 OQ0838  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0838
 OQ0838                         *CURRENT SURVEY CONTROL
 OQ0838  ______________________________________________________________________
 OQ0838* NAD 83(1996) POSITION- 43 30 43.35310(N) 096 45 29.44998(W)   ADJUSTED
 OQ0838* NAVD 88 ORTHO HEIGHT -   432.58  (+/-2cm)     1419.2   (feet) VERTCON3
 OQ0838  ______________________________________________________________________
 OQ0838  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 OQ0838  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 OQ0838  HORZ ORDER      -  FIRST
 OQ0838  VERT ORDER      -  THIRD ? (See Below)
 OQ0838
 OQ0838.The horizontal coordinates were established by classical geodetic methods
 OQ0838.and adjusted by the National Geodetic Survey in January 1998.
 OQ0838
 OQ0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0838
 OQ0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0838.GEOID18 height accuracy estimate available here.
 OQ0838
 OQ0838.The vertical order pertains to the NGVD 29 superseded value.
 OQ0838
 OQ0838.Click photographs - Photos may exist for this station.
 OQ0838
 OQ0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0838
 OQ0838. The following values were computed from the NAD 83(1996) position.
 OQ0838
 OQ0838;                    North         East     Units Scale Factor Converg.
 OQ0838;SPC SD S     -   137,164.382   888,973.321   MT  0.99990859   +2 27 58.8
 OQ0838;SPC SD S     -   450,013.48  2,916,573.30   sFT  0.99990859   +2 27 58.8
 OQ0838;UTM  14      - 4,820,120.211   681,204.837   MT  1.00000391   +1 32 38.1
 OQ0838
 OQ0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0838!SPC SD S     -   0.99993630  x   0.99990859  =   0.99984490
 OQ0838!UTM  14      -   0.99993630  x   1.00000391  =   0.99994021
 OQ0838
 OQ0838:                Primary Azimuth Mark                     Grid Az
 OQ0838:SPC SD S     -  PORT AZ MK RESET                         029 53 56.8
 OQ0838:UTM  14      -  PORT AZ MK RESET                         030 49 17.5
 OQ0838
 OQ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8120420120(NAD 83)
 OQ0838
 OQ0838|---------------------------------------------------------------------|
 OQ0838| PID    Reference Object                     Distance      Geod. Az  |
 OQ0838|                                                           dddmmss.s |
 OQ0838| OQ0837 SIOUX FALLS COLUMBUS COLL STK       APPROX. 2.1 KM 0005306.3 |
 OQ0838| OQ0787 SIOUX FALLS MUN STANDPIPE           APPROX. 4.9 KM 0193304.9 |
 OQ0838| OQ0784 SIOUX FALLS ST JOSEPHS N SPIRE      APPROX. 4.9 KM 0224158.5 |
 OQ0838| OQ0788 SIOUX FALLS ST JOSEPHS S SPIRE      APPROX. 4.9 KM 0224658.6 |
 OQ0838| OQ0801 SIOUX FALLS SIOUX VAL HOSP STK      APPROX. 2.8 KM 0245150.6 |
 OQ0838| OQ0777 SIOUX FALLS MENLO AVE TANK          APPROX. 2.9 KM 0313125.5 |
 OQ0838| CO3507 PORT AZ MK RESET                                   0322155.6 |
 OQ0838| OQ0805 SIOUX FALLS COLLEGE STACK           APPROX. 2.6 KM 0344126.5 |
 OQ0838| OQ0780 SIOUX FALLS AUGUSTANA COLL CUP      APPROX. 2.4 KM 0461532.6 |
 OQ0838| OQ0778 SIOUX FALLS AUGUSTANA COLL STK      APPROX. 2.2 KM 0464436.5 |
 OQ0838| OQ0814 SIOUX FALLS LEWIS AVE MUN TANK      APPROX. 6.0 KM 0504155.3 |
 OQ0838| CO3508 PORT RM 1                            46.436 METERS 11126     |
 OQ0838| CO3510 PORT RM 3                            55.745 METERS 17721     |
 OQ0838| CO3511 PORT RM 4                            43.492 METERS 30205     |
 OQ0838| OQ0832 SIOUX FALLS UNION PACK CO STK       APPROX. 2.2 KM 3080141.8 |
 OQ0838| OQ0830 SIOUX FALLS RAD STA KISD MAST       APPROX. 4.0 KM 3303002.7 |
 OQ0838| CO3509 PORT RM 2                            57.848 METERS 33306     |
 OQ0838|---------------------------------------------------------------------|
 OQ0838
 OQ0838                          SUPERSEDED SURVEY CONTROL
 OQ0838
 OQ0838  NAD 83(1995)-  43 30 43.35512(N)    096 45 29.44794(W) AD(       ) 1
 OQ0838  NAD 83(1986)-  43 30 43.35589(N)    096 45 29.42845(W) AD(       ) 1
 OQ0838  NAD 27      -  43 30 43.44600(N)    096 45 28.24400(W) AD(       ) 1
 OQ0838  NGVD 29             432.31   (m)         1418.3    (f) LEVELING    3  
 OQ0838
 OQ0838.Superseded values are not recommended for survey control.
 OQ0838
 OQ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0838.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0838
 OQ0838_MARKER: DS = TRIANGULATION STATION DISK
 OQ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0838_STAMPING: PORT 1935
 OQ0838_MARK LOGO: CGS
 OQ0838_PROJECTION: RECESSED 30 CENTIMETERS
 OQ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0838+STABILITY: SURFACE MOTION
 OQ0838
 OQ0838  HISTORY     - Date     Condition        Report By
 OQ0838  HISTORY     - 1935     MONUMENTED       CGS
 OQ0838  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OQ0838
 OQ0838                          STATION DESCRIPTION
 OQ0838
 OQ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0838'STATION IS LOCATED IN THE SOUTHWEST EXTREMITY OF THE CITY OF
 OQ0838'SIOUX FALLS, BETWEEN THE AIRPORT LANDING FIELD AND RIVER,
 OQ0838'ON LOW GROUND WITH A HIGH RIDGE TO THE NORTH TOWARDS THE CITY,
 OQ0838'70 FEET NORTHEAST OF BREAK IN RIVER BANK AND 270 FEET NORTH OF
 OQ0838'NORTHWEST CORNER OF WOODEN HANGAR.
 OQ0838'
 OQ0838'TO REACH STATION FROM POST OFFICE IN SIOUX FALLS, GO WEST 0.25
 OQ0838'MILE TO U.S. HIGHWAY 77.  TURN LEFT (SOUTH) AND GO 2.0 MILES.
 OQ0838'TURN RIGHT (WEST) ON FORTY FIRST STREET (GRAVEL) AND FOLLOW
 OQ0838'WEST FOR 1.4 MILES.  TURN LEFT (SOUTH) AND GO 0.15 MILE, THEN
 OQ0838'ON SAME ROAD SOUTHEAST FOR 0.05 MILE TO STATION ON LEFT
 OQ0838'(NORTHEAST).
 OQ0838'
 OQ0838'REFERENCE MARK NO. 1 IS LOCATED 152.35 FEET EAST OF STATION
 OQ0838'IN T-FENCE CORNER, 247 FEET NORTH OF NORTHWEST CORNER OF WOODEN
 OQ0838'HANGAR.
 OQ0838'
 OQ0838'REFERENCE MARK NO. 2 IS LOCATED 189.79 FEET NORTHWEST OF
 OQ0838'STATION IN EAST-WEST FENCE LINE, AND 45 FEET EAST OF CENTERLINE
 OQ0838'OF NORTH-SOUTH ROAD.
 OQ0838'
 OQ0838'TO REACH AZIMUTH MARK, GO NORTH ON GRAVEL ROAD 0.2 MILE.
 OQ0838'TURN RIGHT (EAST) ON FORTY FIRST STREET AND GO 0.4 MILE, TURN
 OQ0838'LEFT (NORTH) AND GO 0.3 MILE.  AZIMUTH ON LEFT (WEST) IN
 OQ0838'SOUTHEAST CORNER OF HOUSE YARD, AND 150 FEET SOUTH OF TOP OF
 OQ0838'RIDGE.
 OQ0838'
 OQ0838'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OQ0838
 OQ0838                          STATION RECOVERY (1958)
 OQ0838
 OQ0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 OQ0838'THIS STATION WAS RECOVERED AS DESCRIBED EXCEPT THE SURFACE
 OQ0838'STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED.  THEY
 OQ0838'HAD BEEN REMOVED FROM THE CULTIVATED FIELD.  THE UNDERGROUND
 OQ0838'STATION MARK WAS RECOVERED AFTER CONSIDERABLE DIGGING AND
 OQ0838'PRODDING.  THE SURFACE STATION MARK WAS RE-ESTABLISHED ABOUT
 OQ0838'12 INCHES BELOW GROUND LEVEL AND BOTH REFERENCE MARKS
 OQ0838'WERE SET IN A NEW LOCATION.  THE AZIMUTH MARK WAS LOWERED IN
 OQ0838'PLACE.  THE AIRPORT IS UNDER CULTIVATION.  BUT THE ABANDONED
 OQ0838'HANGAR REMAINS IN PLACE.  AN ESTIMATED REFERENCE MEASUREMENT
 OQ0838'TO THE HANGAR MADE THE RECOVERY OF THE UNDERGROUND STATION
 OQ0838'MARK DIFFICULT.  A COMPLETE DESCRIPTION FOLLOWS--
 OQ0838'
 OQ0838'STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF SIOUX
 OQ0838'FALLS ON THE GROUND OF A FORMER AIRPORT LANDING FIELD WHICH
 OQ0838'IS UNDER CULTIVATION, NOW.  IT IS 289 FEET NORTH-NORTHWEST OF THE
 OQ0838'NORTHWEST CORNER OF THE ABANDONED HANGAR, ABOUT 75 FEET
 OQ0838'NORTHEAST OF THE NORTHEAST EDGE OF A BREAK IN THE RIVER BANK,
 OQ0838'63 FEET NORTHEAST OF A FENCE, AND 42 FEET NORTHEAST OF THE
 OQ0838'CENTER OF TRACK ROAD. THE SURFACE MARK IS 12 INCHES BELOW THE
 OQ0838'SURFACE OF A CULTIVATED FIELD AND THE DISK IS STAMPED PORT 1935.
 OQ0838'
 OQ0838'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 114 FEET
 OQ0838'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF ABANDONED HANGAR,
 OQ0838'28 FEET WEST OF THE CENTER OF TRACK ROAD, 5 FEET NORTH OF A
 OQ0838'POWER POLE WITH A TRANSFORMER, AND 1 FOOT EAST OF FENCE.  THE
 OQ0838'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PORT NO 3 1935.
 OQ0838'
 OQ0838'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION, 12 FEET
 OQ0838'WEST OF THE CENTER OF TRACK ROAD, 2 FEET SOUTH OF POWER POLE, AND
 OQ0838'1 FOOT EAST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 OQ0838'DISK IS STAMPED PORT NO. 4 1935.
 OQ0838'
 OQ0838'AZIMUTH MARK IS 0.6 MILE NORTHEAST OF THE STATION, 59 FEET
 OQ0838'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. W.J. HOORES HOUSE
 OQ0838'AT 2801 SOUTH WESTERN AVENUE, 35 FEET SOUTH-SOUTHWEST OF A
 OQ0838'14-INCH TREE, AND 6 FEET WEST OF THE WEST CURB OF WESTERN AVENUE.
 OQ0838'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 OQ0838'STAMPED PORT AZI 1935.  (THE LINE OF SIGHT BETWEEN
 OQ0838'THE STATION AND THE AZIMUTH MARK IS OBSTRUCTED BY TREES, NOW.
 OQ0838'BUT IS MIGHT BE VISIBLE DURING THE FALL AND WINTER MONTHS.)
 OQ0838'
 OQ0838'TO REACH THE STATION FROM THE POST OFFICE IN SIOUX FALLS, GO
 OQ0838'WEST 0.25 MILE TO U.S. HIGHWAY 77.  TURN LEFT AND GO SOUTH ON
 OQ0838'U.S. HIGHWAY 77 (SOUTH MINNESOTA AVENUE) FOR 2.0 MILES TO
 OQ0838'TRAFFIC LIGHT FORTY FIRST STREET.  TURN RIGHT AND GO WEST
 OQ0838'ON FORTY FIRST STREET FOR 1.0 MILE TO WESTERN AVENUE.  (AZIMUTH
 OQ0838'MARK IS 0.35 MILE NORTH OF THIS INTERSECTION ON THE WEST SIDE
 OQ0838'OF WESTERN AVENUE AS DESCRIBED.) CONTINUE WEST ON FORTY
 OQ0838'FIRST STREET FOR 0.4 MILE TO FARM ENTRANCE ON THE LEFT.  TURN
 OQ0838'LEFT INTO FARM BUILDINGS, PASS BETWEEN THE HOUSE AND BARN,
 OQ0838'AND GO SOUTH ALONG THE EAST SIDE OF FENCE FOR 0.2 MILE TO THE
 OQ0838'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0598 ***********************************************************************
 PT0598  DESIGNATION -  PORT RM 1
 PT0598  PID         -  PT0598
 PT0598  STATE/COUNTY-  SD/HAAKON
 PT0598  COUNTRY     -  US
 PT0598  USGS QUAD   -  PHILIP SE (2017)
 PT0598
 PT0598                         *CURRENT SURVEY CONTROL
 PT0598  ______________________________________________________________________
 PT0598* NAD 83(1986) POSITION- 44 03 09.89   (N) 101 36 13.82   (W)   HD_HELD1
 PT0598* NAVD 88 ORTHO HEIGHT -   674.350 (meters)     2212.43  (feet) ADJUSTED
 PT0598  ______________________________________________________________________
 PT0598  GEOID HEIGHT    -        -21.323 (meters)                     GEOID18
 PT0598  DYNAMIC HEIGHT  -        674.153 (meters)     2211.78  (feet) COMP
 PT0598  MODELED GRAVITY -    980,304.5   (mgal)                       NAVD 88
 PT0598
 PT0598  VERT ORDER      -  SECOND    CLASS 0
 PT0598
 PT0598.The horizontal coordinates were determined by differentially corrected
 PT0598.hand held GPS observations or other comparable positioning techniques
 PT0598.and have an estimated accuracy of +/- 3 meters.
 PT0598
 PT0598.The orthometric height was determined by differential leveling and
 PT0598.adjusted by the NATIONAL GEODETIC SURVEY
 PT0598.in June 1991.
 PT0598
 PT0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0598.GEOID18 height accuracy estimate available here.
 PT0598
 PT0598.Click photographs - Photos may exist for this station.
 PT0598
 PT0598.The dynamic height is computed by dividing the NAVD 88
 PT0598.geopotential number by the normal gravity value computed on the
 PT0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0598.degrees latitude (g = 980.6199 gals.).
 PT0598
 PT0598.The modeled gravity was interpolated from observed gravity values.
 PT0598
 PT0598;                    North         East    Units  Estimated Accuracy
 PT0598;SPC SD S     -   191,794.1     498,198.4     MT  (+/- 3 meters HH1 GPS) 
 PT0598
 PT0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9142281027(NAD 83)
 PT0598
 PT0598                          SUPERSEDED SURVEY CONTROL
 PT0598
 PT0598  NGVD 29 (??/??/92)  673.898  (m)         2210.95   (f) ADJ UNCH    2 0
 PT0598
 PT0598.Superseded values are not recommended for survey control.
 PT0598
 PT0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0598.See file dsdata.pdf to determine how the superseded data were derived.
 PT0598
 PT0598_MARKER: DR = REFERENCE MARK DISK
 PT0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0598_STAMPING: PORT NO 1 1950
 PT0598_MARK LOGO: CGS
 PT0598_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0598+STABILITY: SURFACE MOTION
 PT0598
 PT0598  HISTORY     - Date     Condition        Report By
 PT0598  HISTORY     - 1950     MONUMENTED       CGS
 PT0598  HISTORY     - 1962     GOOD             CGS
 PT0598
 PT0598                          STATION DESCRIPTION
 PT0598
 PT0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0598'3.8 MI NE FROM PHILIP.
 PT0598'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0598'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0598'PRIVATE GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG OLD U.S. HIGHWAY
 PT0598'14, 0.15 MILE WEST OF THE PHILIP MUNICIPAL AIRPORT, IN SECTION
 PT0598'9, T 1 N, R 21 E, 60 FEET NORTH OF THE CENTER LINE OF THE OLD
 PT0598'HIGHWAY, 98 FEET EAST OF A TELEPHONE POLE, 42 FEET WEST OF A
 PT0598'TELEPHONE POLE, 1/2 FOOT SOUTH OF A FENCE, 34.7 FEET EAST-NORTHEAST
 PT0598'OF PORT 1950, ABOUT LEVEL WITH THE OLD HIGHWAY, AND SET IN THE TOP
 PT0598'OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0994 ***********************************************************************
 PT0994  DESIGNATION -  POSCOL
 PT0994  PID         -  PT0994
 PT0994  STATE/COUNTY-  SD/DEWEY
 PT0994  COUNTRY     -  US
 PT0994  USGS QUAD   -  ARTICHOKE BUTTE NW (2017)
 PT0994
 PT0994                         *CURRENT SURVEY CONTROL
 PT0994  ______________________________________________________________________
 PT0994* NAD 83(1996) POSITION- 44 54 49.78316(N) 100 26 51.11038(W)   ADJUSTED
 PT0994* NAVD 88 ORTHO HEIGHT -   582.30  (+/-2cm)     1910.4   (feet) VERTCON3
 PT0994  ______________________________________________________________________
 PT0994  GEOID HEIGHT    -        -22.479 (meters)                     GEOID18
 PT0994  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 PT0994  HORZ ORDER      -  FIRST
 PT0994  VERT ORDER      -  THIRD ? (See Below)
 PT0994
 PT0994.The horizontal coordinates were established by classical geodetic methods
 PT0994.and adjusted by the National Geodetic Survey in January 1998.
 PT0994
 PT0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0994
 PT0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0994.GEOID18 height accuracy estimate available here.
 PT0994
 PT0994.The vertical order pertains to the NGVD 29 superseded value.
 PT0994
 PT0994.Click photographs - Photos may exist for this station.
 PT0994
 PT0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0994
 PT0994. The following values were computed from the NAD 83(1996) position.
 PT0994
 PT0994;                    North         East     Units Scale Factor Converg.
 PT0994;SPC SD N     -   120,164.592   564,663.003   MT  0.99994197   -0 19 00.2
 PT0994;SPC SD N     -   394,240.00  1,852,565.20   sFT  0.99994197   -0 19 00.2
 PT0994;UTM  14      - 4,974,397.085   385,741.507   MT  0.99976053   -1 01 19.7
 PT0994
 PT0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0994!SPC SD N     -   0.99991223  x   0.99994197  =   0.99985421
 PT0994!UTM  14      -   0.99991223  x   0.99976053  =   0.99967279
 PT0994
 PT0994:                Primary Azimuth Mark                     Grid Az
 PT0994:SPC SD N     -  WILLOW                                   323 06 08.3
 PT0994:UTM  14      -  WILLOW                                   323 48 27.8
 PT0994
 PT0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8574174397(NAD 83)
 PT0994
 PT0994|---------------------------------------------------------------------|
 PT0994| PID    Reference Object                     Distance      Geod. Az  |
 PT0994|                                                           dddmmss.s |
 PT0994| PT0995 T11N R30E SECS 14 15 1/4 COR RM      26.422 METERS 17902     |
 PT0994| CO6664 POSCOL RM 1                          25.654 METERS 17952     |
 PT0994| CO6663 POSCOL AZ MK                                       2673712.8 |
 PT0994| CO6665 POSCOL RM 2                          28.218 METERS 27441     |
 PT0994| PT1071 WILLOW                              APPROX. 8.1 KM 3224708.1 |
 PT0994| PT0998 PASCAL                               19.867 METERS 34107     |
 PT0994|---------------------------------------------------------------------|
 PT0994
 PT0994                          SUPERSEDED SURVEY CONTROL
 PT0994
 PT0994  NAD 83(1986)-  44 54 49.77667(N)    100 26 51.11266(W) AD(       ) 1
 PT0994  NAD 27      -  44 54 49.83400(N)    100 26 49.62500(W) AD(       ) 1
 PT0994  NGVD 29             581.92   (m)         1909.2    (f) LEVELING    3  
 PT0994
 PT0994.Superseded values are not recommended for survey control.
 PT0994
 PT0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0994.See file dsdata.pdf to determine how the superseded data were derived.
 PT0994
 PT0994_MARKER: DS = TRIANGULATION STATION DISK
 PT0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0994_STAMPING: POSCOL 1938
 PT0994_MARK LOGO: CGS
 PT0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0994+STABILITY: SURFACE MOTION
 PT0994
 PT0994  HISTORY     - Date     Condition        Report By
 PT0994  HISTORY     - 1938     MONUMENTED       CGS
 PT0994  HISTORY     - 1947     GOOD             CGS
 PT0994
 PT0994                          STATION DESCRIPTION
 PT0994
 PT0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PT0994'STATION IS LOCATED 18-1/2 MILES SOUTHEAST OF LA PLANT, 10-1/4
 PT0994'MILES SOUTHWEST OF CHEYENNE AGENCY.  1-1/2 MILES WEST OF THE
 PT0994'MISSOURI RIVER, ON THE RIDGE BETWEEN WILLOW CREEK AND STOVE
 PT0994'CREEK, JUST EAST OF A DEEP DRAW KNOWN AS STRANGERS DRAW.  1/2
 PT0994'MILE NORTHEAST OF A SMALL COOK SHANTY AND 1 MILE NORTH NORTHEAST
 PT0994'OF 2 CIRCULAR IRON GRAINERIES.  IN THELMA A. GILBERTS INDIAN
 PT0994'ALLOTMENT NO. 3424.  50 YARDS NORTH AND 10 YARDS WEST OF GLO
 PT0994'STAKE MARKING THE QUARTER SECTION CORNER COMMON TO SECTIONS
 PT0994'14 AND 15, T 11 N., R 30 E.
 PT0994'
 PT0994'REACHED FROM ROAD CROSSING IN LA PLANT JUST OPPOSITE SCHOOL
 PT0994'HOUSE ON U.S. 212 AS FOLLOWS--GO EAST ON U.S. 212 FOR 0.75
 PT0994'MILE, OR 0.05 MILE AFTER CROSSING CONCRETE BRIDGE, TO A TRAIL
 PT0994'RIGHT THROUGH A GAP IN FENCE.  TURN RIGHT, SOUTH, THROUGH GAP IN
 PT0994'FENCE AND TAKE LEFT FORK UP SMALL RIDGE FOR 1.8 MILES TO TOP
 PT0994'OF HILLS WHICH CAN BE SEEN TO THE SOUTHWEST, KEEPING ON MAIN
 PT0994'TRAVELED ROAD.  TAKE MAIN LEFT FORK AND GO 0.85 MILE TO A FORK.
 PT0994'THENCE RIGHT FORK, ON MAIN TRAVELED ROAD FOR 2.7 MILES TO
 PT0994'CATTLE GUARD AT T FENCE CORNER.  GO THROUGH GATE AND TAKE LEFT
 PT0994'FORK FOR 2.1 MILES TO TOP OF DIVIDE AND Y ROAD.  CONTINUE AHEAD
 PT0994'ON MAIN TRAIL WHICH LEADS DOWN RIDGE A LITTLE SOUTH OF EAST
 PT0994'FOR 0.8 MILE TO DIM ROAD FORKS, THENCE RIGHT FORK ON MAIN
 PT0994'TRAVELED ROAD FOR 1.4 MILES TO WIRE GATE IN EAST AND WEST
 PT0994'FENCE.  GO THROUGH GATE AND CONTINUE FOR 0.2 MILE TO ROAD
 PT0994'FORKS.  TAKE LEFT FORK SOUTHEAST FOLLOW MAIN TRAVELED ROAD,
 PT0994'KEEPING ON TOP OF THE RIDGE, FOR 7.2 MILE TO TRIANGULATION
 PT0994'STATION WILLOW (WHICH IS 10 PACES TO RIGHT OF ROAD, WEST)
 PT0994'CONTINUE ON MAIN TRAVELED ROAD SOUTH EAST FOR 1.1 MILES TO ROAD
 PT0994'FORKS.  CONTINUE ON MAIN LEFT FORK GOING GENERALLY SOUTH FOR
 PT0994'2.3 MILES TO Y JUNCTION, TAKE LEFT FORK, MAIN ROAD, AND GO SOUTH
 PT0994'SOUTHEAST STRAIGHT IN THE DIRECTION OF THE DISTANT
 PT0994'GRAINERIES FOR 1.5 MILES, PASSING GLO ON THE RIGHT IN NORTH
 PT0994'END OF FENCE LINE, TO WIRE GATE WITH HIGH POLES.  JUST
 PT0994'BEFORE REACHING WIRE GATE TURN LEFT, EAST, AND DRIVE ACROSS
 PT0994'PASTURE JUST NORTH OF FENCE LINE AND ACROSS DEEP DRAW FOR 0.9
 PT0994'MILE TO FENCE CORNER AND STATION.
 PT0994'
 PT0994'TRUCK CAN BE DRIVEN TO STATION IN DRY WEATHER.
 PT0994'
 PT0994'AZIMUTH IS 1/2 MILE WEST IN FENCE LINE, ON TOP OF RIDGE JUST
 PT0994'BEFORE IT DROPPS OFF IN DEEP DRAW.
 PT0994'
 PT0994'STATION MARK AND REFERENCE MARKS WERE STAMPED POSCOL 1935.  THE
 PT0994'MISSOURI RIVER COMMISSION MARK IS A SIX INCH CASTIRON PIPE
 PT0994'EXTENDING ABOUT 8 INCHES ABOVE GROUND, HAVING A RAISED TRIANGLE
 PT0994'WITH A HOLE IN THE CENTER.  THIS IS A GOOD SOLID MARK AND MAY BE
 PT0994'USED IN CASE SOME OF THE OTHERS ARE DESTROYED.
 PT0994'
 PT0994'THE GLO MARK IS A SMALL IRON PIPE SET IN THE GROUND WITH ONE OF
 PT0994'THEIR STANDARD MARKS WELDED IN THE TOP.  THIS IS NOT A SOLID MARK
 PT0994'AND IS GOOD ONLY AS A REFERENCE.
 PT0994
 PT0994                          STATION RECOVERY (1947)
 PT0994
 PT0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 PT0994'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 PT0994'FENCE AND GRANARIES MENTIONED IN 1938 DESCRIPTION NEAR THE
 PT0994'STATION HAVE BEEN REMOVED.  STATION IS ON PRAIRIE LAND AND THE
 PT0994'TRAIL ROADS ARE CONSTANTLY CHANGING.  A DETAILED DESCRIPTION
 PT0994'OF HOW TO REACH STATION WOULD NOT BE ADEQUATE AFTER A PERIOD OF A
 PT0994'YEAR OR SO.  STATION CANNOT BE REACHED BY TRUCK DURING WET
 PT0994'WEATHER.
 PT0994'
 PT0994'NOTE--MARKS ARE STAMPED 1935.  RECONNAISSANCE PARTY DID NOT
 PT0994'HAVE 1935 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1283 ***********************************************************************
 PU1283  DESIGNATION -  POST
 PU1283  PID         -  PU1283
 PU1283  STATE/COUNTY-  SD/BUTTE
 PU1283  COUNTRY     -  US
 PU1283  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1283
 PU1283                         *CURRENT SURVEY CONTROL
 PU1283  ______________________________________________________________________
 PU1283* NAD 83(1986) POSITION- 44 55 52.     (N) 103 01 30.     (W)   SCALED
 PU1283* NAVD 88 ORTHO HEIGHT -   889.038 (meters)     2916.79  (feet) ADJUSTED
 PU1283  ______________________________________________________________________
 PU1283  GEOID HEIGHT    -        -17.188 (meters)                     GEOID18
 PU1283  DYNAMIC HEIGHT  -        888.841 (meters)     2916.14  (feet) COMP
 PU1283  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 PU1283
 PU1283  VERT ORDER      -  SECOND    CLASS 0
 PU1283
 PU1283.The horizontal coordinates were scaled from a map and have
 PU1283.an estimated accuracy of +/- 6 seconds.
 PU1283
 PU1283.The orthometric height was determined by differential leveling and
 PU1283.adjusted by the NATIONAL GEODETIC SURVEY
 PU1283.in June 1991.
 PU1283
 PU1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1283.GEOID18 height accuracy estimate available here.
 PU1283
 PU1283.Click photographs - Photos may exist for this station.
 PU1283
 PU1283.The dynamic height is computed by dividing the NAVD 88
 PU1283.geopotential number by the normal gravity value computed on the
 PU1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1283.degrees latitude (g = 980.6199 gals.).
 PU1283
 PU1283.The modeled gravity was interpolated from observed gravity values.
 PU1283
 PU1283;                    North         East    Units  Estimated Accuracy
 PU1283;SPC SD N     -   126,450.      361,270.      MT  (+/- 180 meters Scaled)
 PU1283
 PU1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK558771(NAD 83)
 PU1283
 PU1283                          SUPERSEDED SURVEY CONTROL
 PU1283
 PU1283  NGVD 29 (??/??/92)  888.565  (m)         2915.23   (f) ADJ UNCH    2 0
 PU1283
 PU1283.Superseded values are not recommended for survey control.
 PU1283
 PU1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1283.See file dsdata.pdf to determine how the superseded data were derived.
 PU1283
 PU1283_MARKER: DS = TRIANGULATION STATION DISK
 PU1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1283_STAMPING: POST 1962
 PU1283_MARK LOGO: CGS
 PU1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1283+STABILITY: SURFACE MOTION
 PU1283
 PU1283  HISTORY     - Date     Condition        Report By
 PU1283  HISTORY     - 1962     MONUMENTED       CGS
 PU1283  HISTORY     - 1963     GOOD             CGS
 PU1283
 PU1283                          STATION DESCRIPTION
 PU1283
 PU1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1283'25.3 MI NE FROM NEWELL.
 PU1283'ABOUT 24.7 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1283'HIGH SCHOOL AT NEWELL, THENCE 0.6 MILE NORTHWEST ACROSS A FIELD,
 PU1283'ON TOP OF THE HIGHEST POINT OF THE SECOND PEAK NORTHWEST OF THE
 PU1283'HIGHWAY, 41 FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN THE
 PU1283'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0668 ***********************************************************************
 PS0668  DESIGNATION -  POST
 PS0668  PID         -  PS0668
 PS0668  STATE/COUNTY-  SD/HAND
 PS0668  COUNTRY     -  US
 PS0668  USGS QUAD   -  REE HEIGHTS NE (2017)
 PS0668
 PS0668                         *CURRENT SURVEY CONTROL
 PS0668  ______________________________________________________________________
 PS0668* NAD 83(1996) POSITION- 44 40 38.55069(N) 099 06 35.49550(W)   ADJUSTED
 PS0668* NAVD 88 ORTHO HEIGHT -   483.    (meters)     1585.    (feet) SCALED
 PS0668  ______________________________________________________________________
 PS0668  GEOID HEIGHT    -        -24.108 (meters)                     GEOID18
 PS0668  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 PS0668  HORZ ORDER      -  SECOND
 PS0668
 PS0668.The horizontal coordinates were established by classical geodetic methods
 PS0668.and adjusted by the National Geodetic Survey in January 1998.
 PS0668
 PS0668.The orthometric height was scaled from a topographic map.
 PS0668
 PS0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0668.GEOID18 height accuracy estimate available here.
 PS0668
 PS0668.Click photographs - Photos may exist for this station.
 PS0668
 PS0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0668
 PS0668. The following values were computed from the NAD 83(1996) position.
 PS0668
 PS0668;                    North         East     Units Scale Factor Converg.
 PS0668;SPC SD N     -    94,179.683   670,573.258   MT  0.99996028   +0 37 48.0
 PS0668;SPC SD N     -   308,987.84  2,200,039.10   sFT  0.99996028   +0 37 48.0
 PS0668;UTM  14      - 4,947,117.759   491,292.909   MT  0.99960093   -0 04 38.1
 PS0668
 PS0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0668!SPC SD N     -   0.99992800  x   0.99996028  =   0.99988829
 PS0668!UTM  14      -   0.99992800  x   0.99960093  =   0.99952896
 PS0668
 PS0668:                Primary Azimuth Mark                     Grid Az
 PS0668:SPC SD N     -  POST AZ MK                               182 59 14.9
 PS0668:UTM  14      -  POST AZ MK                               183 41 41.0
 PS0668
 PS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9129247117(NAD 83)
 PS0668
 PS0668|---------------------------------------------------------------------|
 PS0668| PID    Reference Object                     Distance      Geod. Az  |
 PS0668|                                                           dddmmss.s |
 PS0668| CO6666 POST AZ MK                                         1833702.9 |
 PS0668| CO6667 POST RM 1                            22.970 METERS 18526     |
 PS0668| PS0667 TT 12 C                              22.706 METERS 25411     |
 PS0668|---------------------------------------------------------------------|
 PS0668
 PS0668                          SUPERSEDED SURVEY CONTROL
 PS0668
 PS0668  NAD 83(1986)-  44 40 38.54847(N)    099 06 35.50173(W) AD(       ) 2
 PS0668  NAD 27      -  44 40 38.62100(N)    099 06 34.11700(W) AD(       ) 2
 PS0668
 PS0668.Superseded values are not recommended for survey control.
 PS0668
 PS0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0668.See file dsdata.pdf to determine how the superseded data were derived.
 PS0668
 PS0668_MARKER: DS = TRIANGULATION STATION DISK
 PS0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0668_STAMPING: POST 1951
 PS0668_MARK LOGO: CGS
 PS0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0668+STABILITY: SURFACE MOTION
 PS0668
 PS0668  HISTORY     - Date     Condition        Report By
 PS0668  HISTORY     - 1951     MONUMENTED       CGS
 PS0668  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 PS0668
 PS0668                          STATION DESCRIPTION
 PS0668
 PS0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0668'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF
 PS0668'MILLER, 11-1/2 MILES NORTH-NORTHEAST OF REE HEIGHTS, ALONG THE
 PS0668'EAST SIDE OF A GRAVELED ROAD AND JUST SOUTH OF A CROSSROADS.
 PS0668'IT IS 81 PACES SOUTH OF THE CENTERLINE OF AN EAST AND WEST
 PS0668'ROAD AND 38 FEET EAST OF THE CENTERLINE OF A NORTH AND SOUTH
 PS0668'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED POST
 PS0668'1951.
 PS0668'
 PS0668'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTERLINE OF
 PS0668'THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0668'POST NO 1 1951.
 PS0668'
 PS0668'TT 12 C. (R.M. NO. 2) IS A STANDARD USGS BENCH MARK SET IN AN
 PS0668'8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND
 PS0668'THE DISK IS STAMPED TT 12 C 1948.  IT IS 33 FEET WEST OF THE
 PS0668'CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 PS0668'FENCE.
 PS0668'
 PS0668'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PS0668'POST TO TT 12 C.  THE DISTANCE IS AS SHOWN ABOVE.
 PS0668'
 PS0668'AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 26
 PS0668'FEET SOUTH OF A POWERLINE POLE AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 PS0668'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0668'POST 1951.
 PS0668'
 PS0668'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE ROAD
 PS0668'45 ABOUT 0.7 MILE NORTH OF MILLER, GO WEST ON HIGHWAY 14, 4.7
 PS0668'MILES TO CROSSROADS (SIGN LAKE LOUISE), TURN RIGHT (N) ON
 PS0668'GRAVELED ROAD 1.0 MILE TO CROSSROADS, TURN LEFT (WEST) 0.2
 PS0668'MILE, TURN RIGHT (N) 1.0 MILE TO CROSSROADS, TURN LEFT (W)
 PS0668'1.0 MILE TO CROSSROADS AND SCHOOL HOUSE, TURN RIGHT (N) 7.7
 PS0668'MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD,
 PS0668'CONTINUE NORTH 0.2 MILE TO THE STATION ON THE RIGHT SIDE OF THE
 PS0668'ROAD JUST BEFORE REACHING CROSSROADS.
 PS0668'
 PS0668'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PS0668
 PS0668                          STATION RECOVERY (2012)
 PS0668
 PS0668'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 PS0668'AFTER A SEARCH OF THE INDICATED AREA, THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0790 ***********************************************************************
 OT0790  DESIGNATION -  POST
 OT0790  PID         -  OT0790
 OT0790  STATE/COUNTY-  SD/PENNINGTON
 OT0790  COUNTRY     -  US
 OT0790  USGS QUAD   -  ROCKERVILLE (2017)
 OT0790
 OT0790                         *CURRENT SURVEY CONTROL
 OT0790  ______________________________________________________________________
 OT0790* NAD 83(1996) POSITION- 43 58 24.49233(N) 103 18 50.25198(W)   ADJUSTED
 OT0790* NAVD 88 ORTHO HEIGHT -  1321.    (meters)     4334.    (feet) SCALED
 OT0790  ______________________________________________________________________
 OT0790  GEOID HEIGHT    -        -15.248 (meters)                     GEOID18
 OT0790  LAPLACE CORR    -        -17.28  (seconds)                    DEFLEC18
 OT0790  HORZ ORDER      -  THIRD
 OT0790
 OT0790.The horizontal coordinates were established by classical geodetic methods
 OT0790.and adjusted by the National Geodetic Survey in January 1998.
 OT0790
 OT0790.The orthometric height was scaled from a topographic map.
 OT0790
 OT0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0790.GEOID18 height accuracy estimate available here.
 OT0790
 OT0790.Click photographs - Photos may exist for this station.
 OT0790
 OT0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0790
 OT0790. The following values were computed from the NAD 83(1996) position.
 OT0790
 OT0790;                    North         East     Units Scale Factor Converg.
 OT0790;SPC SD S     -   186,498.162   360,897.891   MT  0.99992604   -2 03 22.3
 OT0790;SPC SD S     -   611,869.39  1,184,045.83   sFT  0.99992604   -2 03 22.3
 OT0790;UTM  13      - 4,870,308.015   635,237.798   MT  0.99982495   +1 10 15.0
 OT0790
 OT0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0790!SPC SD S     -   0.99979536  x   0.99992604  =   0.99972142
 OT0790!UTM  13      -   0.99979536  x   0.99982495  =   0.99962035
 OT0790
 OT0790:                Primary Azimuth Mark                     Grid Az
 OT0790:SPC SD S     -  POST AZ MK                               258 02 05.9
 OT0790:UTM  13      -  POST AZ MK                               254 48 28.6
 OT0790
 OT0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3523770308(NAD 83)
 OT0790
 OT0790|---------------------------------------------------------------------|
 OT0790| PID    Reference Object                     Distance      Geod. Az  |
 OT0790|                                                           dddmmss.s |
 OT0790| PU2310 RAPID CITY RADIO KOTA FM MAST       APPROX.11.7 KM 0251904.9 |
 OT0790| AB7540 POST RM 1                             9.805 METERS 14855     |
 OT0790| OT0789 UNSTAMPED                             8.482 METERS 21137     |
 OT0790| OT0812 HARNEY PEAK LOOKOUT TOWER           APPROX.21.1 KM 2353946.3 |
 OT0790| CQ4672 POST AZ MK                                         2555843.6 |
 OT0790|---------------------------------------------------------------------|
 OT0790
 OT0790                          SUPERSEDED SURVEY CONTROL
 OT0790
 OT0790  NAD 83(1995)-  43 58 24.48341(N)    103 18 50.25428(W) AD(       ) 3
 OT0790  NAD 83(1993)-  43 58 24.48397(N)    103 18 50.25521(W) AD(       ) 3
 OT0790  NAD 83(1986)-  43 58 24.48530(N)    103 18 50.25746(W) AD(       ) 3
 OT0790  NAD 27      -  43 58 24.53700(N)    103 18 48.58700(W) AD(       ) 3
 OT0790
 OT0790.Superseded values are not recommended for survey control.
 OT0790
 OT0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0790.See file dsdata.pdf to determine how the superseded data were derived.
 OT0790
 OT0790_MARKER: DS = TRIANGULATION STATION DISK
 OT0790_SETTING: 66 = SET IN ROCK OUTCROP
 OT0790_STAMPING: POST 1950
 OT0790_MARK LOGO: CGS
 OT0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0790+STABILITY: POSITION/ELEVATION WELL
 OT0790
 OT0790  HISTORY     - Date     Condition        Report By
 OT0790  HISTORY     - 1950     MONUMENTED       CGS
 OT0790  HISTORY     - 19950503 MARK NOT FOUND   NGS
 OT0790
 OT0790                          STATION DESCRIPTION
 OT0790
 OT0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 OT0790'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF RAPID CITY,
 OT0790'ABOUT 100 YARDS NORTHWEST OF A TRADING POST, 56 FEET NORTHWEST
 OT0790'OF THE CENTER OF U.S. HIGHWAY NO. 16, AND 41 FEET SOUTHEAST
 OT0790'OF THE SOUTHEAST EDGE OF A ROCK WALL.
 OT0790'
 OT0790'TO REACH THE STATION FROM THE POST OFFICE IN RAPID CITY,
 OT0790'GO SOUTHWESTERLY ON U.S. HIGHWAY NO. 16 FOR 10.5 MILES TO THE
 OT0790'STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 OT0790'FROM THE STATION, CONTINUE WESTERLY, ON NO. 16 FOR 0.6 MILE
 OT0790'TO THE MARK ON THE RIGHT AS DESCRIBED.
 OT0790'
 OT0790'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 OT0790'STAMPED POST 1950.
 OT0790'
 OT0790'REFERENCE MARK NO. 1 IS 26 FEET NORTHWEST OF THE CENTER OF
 OT0790'U.S. HIGHWAY NO. 16.  IT IS FLUSH WITH THE GROUND, AND THE
 OT0790'DISK IS STAMPED POST NO 1 1950.
 OT0790'
 OT0790'BENCH MARK (UNSTAMPED) (USGS) IS 49 FEET NORTHEAST OF A
 OT0790'POWER LINE POLE, AND 36 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 OT0790'NO. 16.  IT PROJECTS 8 INCHES.  THE DESIGNATION OF THE MARK
 OT0790'IS NOT STAMPED ON THE DISK, HOWEVER THE ELEVATION 4329 FEET
 OT0790'AND DW ARE STAMPED AFTER THE CAST LETTERS DATUM.  IT IS A
 OT0790'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK FASTENED TO
 OT0790'THE TOP OF A 3-INCH IRON PIPE.
 OT0790'
 OT0790'THE AZIMUTH MARK IS 34 FEET NORTHWEST OF U.S. HIGHWAY NO. 16,
 OT0790'6 FEET NORTHEAST OF A POWER LINE POLE, 5 FEET NORTHEAST OF A WITNESS
 OT0790'POST, AND 1 FOOT NORTHWEST OF A WIRE FENCE.  IT PROJECTS
 OT0790'2 INCHES, AND THE DISK IS STAMPED POST 1950.
 OT0790'
 OT0790'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS
 OT0790'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.  THE AZIMUTH MARK
 OT0790'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 OT0790'CYLINDER.
 OT0790
 OT0790                          STATION RECOVERY (1995)
 OT0790
 OT0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0790'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1282 ***********************************************************************
 PU1282  DESIGNATION -  POST RM 1
 PU1282  PID         -  PU1282
 PU1282  STATE/COUNTY-  SD/BUTTE
 PU1282  COUNTRY     -  US
 PU1282  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1282
 PU1282                         *CURRENT SURVEY CONTROL
 PU1282  ______________________________________________________________________
 PU1282* NAD 83(1986) POSITION- 44 55 52.     (N) 103 01 30.     (W)   SCALED
 PU1282* NAVD 88 ORTHO HEIGHT -   888.301 (meters)     2914.37  (feet) ADJUSTED
 PU1282  ______________________________________________________________________
 PU1282  GEOID HEIGHT    -        -17.188 (meters)                     GEOID18
 PU1282  DYNAMIC HEIGHT  -        888.103 (meters)     2913.72  (feet) COMP
 PU1282  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 PU1282
 PU1282  VERT ORDER      -  SECOND    CLASS 0
 PU1282
 PU1282.The horizontal coordinates were scaled from a map and have
 PU1282.an estimated accuracy of +/- 6 seconds.
 PU1282
 PU1282.The orthometric height was determined by differential leveling and
 PU1282.adjusted by the NATIONAL GEODETIC SURVEY
 PU1282.in June 1991.
 PU1282
 PU1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1282.GEOID18 height accuracy estimate available here.
 PU1282
 PU1282.Click photographs - Photos may exist for this station.
 PU1282
 PU1282.The dynamic height is computed by dividing the NAVD 88
 PU1282.geopotential number by the normal gravity value computed on the
 PU1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1282.degrees latitude (g = 980.6199 gals.).
 PU1282
 PU1282.The modeled gravity was interpolated from observed gravity values.
 PU1282
 PU1282;                    North         East    Units  Estimated Accuracy
 PU1282;SPC SD N     -   126,450.      361,270.      MT  (+/- 180 meters Scaled)
 PU1282
 PU1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK558771(NAD 83)
 PU1282
 PU1282                          SUPERSEDED SURVEY CONTROL
 PU1282
 PU1282  NGVD 29 (??/??/92)  887.828  (m)         2912.82   (f) ADJ UNCH    2 0
 PU1282
 PU1282.Superseded values are not recommended for survey control.
 PU1282
 PU1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1282.See file dsdata.pdf to determine how the superseded data were derived.
 PU1282
 PU1282_MARKER: DR = REFERENCE MARK DISK
 PU1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1282_STAMPING: POST NO 1 1962
 PU1282_MARK LOGO: CGS
 PU1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1282+STABILITY: SURFACE MOTION
 PU1282
 PU1282  HISTORY     - Date     Condition        Report By
 PU1282  HISTORY     - 1962     MONUMENTED       CGS
 PU1282  HISTORY     - 1963     GOOD             CGS
 PU1282
 PU1282                          STATION DESCRIPTION
 PU1282
 PU1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1282'25.3 MI NE FROM NEWELL.
 PU1282'ABOUT 24.7 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1282'HIGH SCHOOL AT NEWELL, THENCE 0.6 MILE NORTHWEST ACROSS A FIELD,
 PU1282'30.1 FEET SOUTHEAST OF THE STATION MARK, ABOUT 4 FEET BELOW
 PU1282'THE LEVEL OF THE CREST OF A PEAK WHICH IS THE SECOND PEAK
 PU1282'NORTHWEST OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1282'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1284 ***********************************************************************
 PU1284  DESIGNATION -  POST RM 2
 PU1284  PID         -  PU1284
 PU1284  STATE/COUNTY-  SD/BUTTE
 PU1284  COUNTRY     -  US
 PU1284  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1284
 PU1284                         *CURRENT SURVEY CONTROL
 PU1284  ______________________________________________________________________
 PU1284* NAD 83(1986) POSITION- 44 55 52.     (N) 103 01 30.     (W)   SCALED
 PU1284* NAVD 88 ORTHO HEIGHT -   888.772 (meters)     2915.91  (feet) ADJUSTED
 PU1284  ______________________________________________________________________
 PU1284  GEOID HEIGHT    -        -17.188 (meters)                     GEOID18
 PU1284  DYNAMIC HEIGHT  -        888.575 (meters)     2915.27  (feet) COMP
 PU1284  MODELED GRAVITY -    980,364.4   (mgal)                       NAVD 88
 PU1284
 PU1284  VERT ORDER      -  SECOND    CLASS 0
 PU1284
 PU1284.The horizontal coordinates were scaled from a map and have
 PU1284.an estimated accuracy of +/- 6 seconds.
 PU1284
 PU1284.The orthometric height was determined by differential leveling and
 PU1284.adjusted by the NATIONAL GEODETIC SURVEY
 PU1284.in June 1991.
 PU1284
 PU1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1284.GEOID18 height accuracy estimate available here.
 PU1284
 PU1284.Click photographs - Photos may exist for this station.
 PU1284
 PU1284.The dynamic height is computed by dividing the NAVD 88
 PU1284.geopotential number by the normal gravity value computed on the
 PU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1284.degrees latitude (g = 980.6199 gals.).
 PU1284
 PU1284.The modeled gravity was interpolated from observed gravity values.
 PU1284
 PU1284;                    North         East    Units  Estimated Accuracy
 PU1284;SPC SD N     -   126,450.      361,270.      MT  (+/- 180 meters Scaled)
 PU1284
 PU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK558771(NAD 83)
 PU1284
 PU1284                          SUPERSEDED SURVEY CONTROL
 PU1284
 PU1284  NGVD 29 (??/??/92)  888.299  (m)         2914.36   (f) ADJ UNCH    2 0
 PU1284
 PU1284.Superseded values are not recommended for survey control.
 PU1284
 PU1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1284.See file dsdata.pdf to determine how the superseded data were derived.
 PU1284
 PU1284_MARKER: DR = REFERENCE MARK DISK
 PU1284_SETTING: 66 = SET IN ROCK OUTCROP
 PU1284_STAMPING: POST NO 2 1962
 PU1284_MARK LOGO: CGS
 PU1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1284+STABILITY: POSITION/ELEVATION WELL
 PU1284
 PU1284  HISTORY     - Date     Condition        Report By
 PU1284  HISTORY     - 1962     MONUMENTED       CGS
 PU1284
 PU1284                          STATION DESCRIPTION
 PU1284
 PU1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1284'25.3 MI NE FROM NEWELL.
 PU1284'ABOUT 24.7 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1284'HIGH SCHOOL AT NEWELL, THENCE 0.6 MILE NORTHWEST ACROSS A FIELD,
 PU1284'ON TOP OF THE SECOND HILL NORTHWEST OF THE HIGHWAY, SET IN THE
 PU1284'TOP OF A ROCK LEDGE, 21.1 FEET WEST OF THE STATION MARK, 20
 PU1284'FEET EAST OF A NORTH-SOUTH FENCE, AND ABOUT 2 FEET BELOW THE
 PU1284'LEVEL OF THE TOP OF THE HILL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0212 ***********************************************************************
 PT0212  DESIGNATION -  POT S 67+00
 PT0212  PID         -  PT0212
 PT0212  STATE/COUNTY-  SD/STANLEY
 PT0212  COUNTRY     -  US
 PT0212  USGS QUAD   -  OAHE DAM (2017)
 PT0212
 PT0212                         *CURRENT SURVEY CONTROL
 PT0212  ______________________________________________________________________
 PT0212* NAD 83(1986) POSITION- 44 26 38.     (N) 100 24 15.     (W)   SCALED
 PT0212* NAVD 88 ORTHO HEIGHT -   443.020 (meters)     1453.47  (feet) ADJUSTED
 PT0212  ______________________________________________________________________
 PT0212  GEOID HEIGHT    -        -23.185 (meters)                     GEOID18
 PT0212  DYNAMIC HEIGHT  -        442.931 (meters)     1453.18  (feet) COMP
 PT0212  MODELED GRAVITY -    980,404.6   (mgal)                       NAVD 88
 PT0212
 PT0212  VERT ORDER      -  FIRST     CLASS II
 PT0212
 PT0212.The horizontal coordinates were scaled from a map and have
 PT0212.an estimated accuracy of +/- 6 seconds.
 PT0212
 PT0212.The orthometric height was determined by differential leveling and
 PT0212.adjusted by the NATIONAL GEODETIC SURVEY
 PT0212.in June 1991.
 PT0212
 PT0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0212.GEOID18 height accuracy estimate available here.
 PT0212
 PT0212.Click photographs - Photos may exist for this station.
 PT0212
 PT0212.The dynamic height is computed by dividing the NAVD 88
 PT0212.geopotential number by the normal gravity value computed on the
 PT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0212.degrees latitude (g = 980.6199 gals.).
 PT0212
 PT0212.The modeled gravity was interpolated from observed gravity values.
 PT0212
 PT0212;                    North         East    Units  Estimated Accuracy
 PT0212;SPC SD S     -   234,480.      594,360.      MT  (+/- 180 meters Scaled)
 PT0212
 PT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ882221(NAD 83)
 PT0212
 PT0212                          SUPERSEDED SURVEY CONTROL
 PT0212
 PT0212  NGVD 29 (??/??/92)  442.642  (m)         1452.23   (f) ADJ UNCH    1 2
 PT0212
 PT0212.Superseded values are not recommended for survey control.
 PT0212
 PT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0212.See file dsdata.pdf to determine how the superseded data were derived.
 PT0212
 PT0212_MARKER: B = BOLT
 PT0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0212+STABILITY: SURFACE MOTION
 PT0212
 PT0212  HISTORY     - Date     Condition        Report By
 PT0212  HISTORY     - UNK      MONUMENTED       USACE
 PT0212  HISTORY     - 1951     GOOD             CGS
 PT0212  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0212
 PT0212                          STATION DESCRIPTION
 PT0212
 PT0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0212'6.3 MI NW FROM FORT PIERRE.
 PT0212'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0212'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 4.9 MILES
 PT0212'NORTHWEST ALONG THE OAHE DAM ROAD, 0.1 MILE NORTHEAST OF THE ROAD,
 PT0212'198 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE DAM, 2 FEET WEST
 PT0212'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 PT0212'FLUSH WITH THE GROUND.  NOTE-- DESCRIPTION HAS THIS MARK FALLING
 PT0212'IN AREA CHANGED BY CONSTRUCTION OF OAHE DAM.
 PT0212
 PT0212                          STATION RECOVERY (1973)
 PT0212
 PT0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0783 ***********************************************************************
 OS0783  DESIGNATION -  POTATO
 OS0783  PID         -  OS0783
 OS0783  STATE/COUNTY-  SD/JACKSON
 OS0783  COUNTRY     -  US
 OS0783  USGS QUAD   -  POTATO CREEK (2017)
 OS0783
 OS0783                         *CURRENT SURVEY CONTROL
 OS0783  ______________________________________________________________________
 OS0783* NAD 83(1996) POSITION- 43 36 40.91679(N) 101 57 08.16096(W)   ADJUSTED
 OS0783* NAVD 88 ORTHO HEIGHT -   875.    (meters)     2871.    (feet) SCALED
 OS0783  ______________________________________________________________________
 OS0783  GEOID HEIGHT    -        -19.895 (meters)                     GEOID18
 OS0783  LAPLACE CORR    -         -7.48  (seconds)                    DEFLEC18
 OS0783  HORZ ORDER      -  FIRST
 OS0783
 OS0783.The horizontal coordinates were established by classical geodetic methods
 OS0783.and adjusted by the National Geodetic Survey in January 1998.
 OS0783
 OS0783.The orthometric height was scaled from a topographic map.
 OS0783
 OS0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0783.GEOID18 height accuracy estimate available here.
 OS0783
 OS0783.Click photographs - Photos may exist for this station.
 OS0783
 OS0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0783
 OS0783. The following values were computed from the NAD 83(1996) position.
 OS0783
 OS0783;                    North         East     Units Scale Factor Converg.
 OS0783;SPC SD S     -   143,251.670   469,327.377   MT  0.99990688   -1 07 00.6
 OS0783;SPC SD S     -   469,984.85  1,539,784.90   sFT  0.99990688   -1 07 00.6
 OS0783;UTM  14      - 4,832,945.178   261,759.835   MT  1.00029820   -2 02 14.4
 OS0783;UTM  13      - 4,833,223.679   745,944.385   MT  1.00034409   +2 06 11.8
 OS0783
 OS0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0783!SPC SD S     -   0.99986585  x   0.99990688  =   0.99977274
 OS0783!UTM  14      -   0.99986585  x   1.00029820  =   1.00016401
 OS0783!UTM  13      -   0.99986585  x   1.00034409  =   1.00020990
 OS0783
 OS0783:                Primary Azimuth Mark                     Grid Az
 OS0783:SPC SD S     -  POTATO AZ MK                             293 45 43.6
 OS0783:UTM  14      -  POTATO AZ MK                             294 40 57.4
 OS0783:UTM  13      -  POTATO AZ MK                             290 32 31.2
 OS0783
 OS0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6175932945(NAD 83)
 OS0783
 OS0783|---------------------------------------------------------------------|
 OS0783| PID    Reference Object                     Distance      Geod. Az  |
 OS0783|                                                           dddmmss.s |
 OS0783| CQ4677 POTATO RM 1                          15.485 METERS 05123     |
 OS0783| CQ4678 POTATO RM 2                          15.592 METERS 15634     |
 OS0783| OT0737 ST CECELIA CHURCH CUPOLA            APPROX.10.7 KM 2630214.6 |
 OS0783| CQ4676 POTATO AZ MK                                       2923843.0 |
 OS0783| OS0784 INTERIOR PRESB CH CUPOLA            APPROX.13.1 KM 3492455.1 |
 OS0783|---------------------------------------------------------------------|
 OS0783
 OS0783                          SUPERSEDED SURVEY CONTROL
 OS0783
 OS0783  NAD 83(1995)-  43 36 40.91050(N)    101 57 08.16441(W) AD(       ) 1
 OS0783  NAD 83(1986)-  43 36 40.90960(N)    101 57 08.16339(W) AD(       ) 1
 OS0783  NAD 27      -  43 36 40.92760(N)    101 57 06.61840(W) AD(       ) 1
 OS0783
 OS0783.Superseded values are not recommended for survey control.
 OS0783
 OS0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0783.See file dsdata.pdf to determine how the superseded data were derived.
 OS0783
 OS0783_MARKER: DS = TRIANGULATION STATION DISK
 OS0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0783_STAMPING: POTATO 1936
 OS0783_MARK LOGO: CGS
 OS0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0783+STABILITY: SURFACE MOTION
 OS0783
 OS0783  HISTORY     - Date     Condition        Report By
 OS0783  HISTORY     - 1936     MONUMENTED       CGS
 OS0783  HISTORY     - 1961     GOOD             CGS
 OS0783
 OS0783                          STATION DESCRIPTION
 OS0783
 OS0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0783'STATION IS 9 MILES AIRLINE AND 12.25 MILES BY ROAD SOUTH
 OS0783'OF INTERIOR, AT HIGHEST POINT OF PASTURE RIDGE, WHICH IS
 OS0783'CONSPICUOUS FROM A LONG DISTANCE, BUT NOT LOCALLY, 4 MILES
 OS0783'EAST OF POTATO CREEK VALLEY, IN THE SOUTHEAST QUARTER SEC.
 OS0783'22, T. 42 N., R. 39 W., 0.35 MILE EAST OF THE INTERIOR-MARTIN
 OS0783'ROAD, 0.2 MILE SOUTH OF FENCE LINE AND EAST-WEST FARM ROAD.
 OS0783'THE MARK PROJECTS 3 INCHES.
 OS0783'
 OS0783'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.  THE MARK PROJECTS
 OS0783'6 INCHES.
 OS0783'
 OS0783'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION.  THE
 OS0783'MARK PROJECTS 6 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 OS0783'MARKS IS 80.90 FEET.
 OS0783'
 OS0783'THE AZIMUTH MARK IS NORTHWEST OF STATION, AT WEST SIDE OF PASTURE
 OS0783'FIELD IN WHICH STATION IS LOCATED, 2 FEET EAST OF EAST
 OS0783'RIGHT-OF-WAY FENCE LINE, 42 FEET EAST OF INTERIOR-MARTIN ROAD,
 OS0783'30 FEET SOUTH OF EAST-WEST FENCE LINE, 10 FEET SOUTH OF GATEPOST.
 OS0783'THE MARK PROJECTS 6 INCHES.
 OS0783'
 OS0783'TO REACH THE STATION FROM THE INDEPENDENT ORDER ODD FELLOWS
 OS0783'HALL AT MAIN CORNER ININTERIOR, GO WEST ON STATE HIGHWAY 40
 OS0783'FOR 2.1 MILES TO THE COUNTY LINE AND T-INTERSECTION.  GO SOUTH
 OS0783'HERE FOR 0.9 MILE TO BRIDGE OVER WHITE RIVER, CONTINUE ACROSS
 OS0783'BRIDGE AND GO 0.3 MILE TO Y-INTERSECTION, BEAR LEFT AND GO
 OS0783'1.5 MILES (SOUTH AND EAST) TO T-INTERSECTION.  TURN RIGHT
 OS0783'(SOUTH) AND FOLLOW MAIN-TRAVELED ROAD FOR 6.95 MILES TO
 OS0783'GATE ON EAST SIDE OF ROAD AND FARM ROAD LEADING EAST (0.55
 OS0783'MILE SOUTH OF RIGHT-ANGLE TURN IN MAIN ROAD).  GO THROUGH
 OS0783'GATE AND PROCEED EAST ALONG SOUTH SIDE OF FENCE FOR 0.25
 OS0783'MILE, HERE LEAVE ROAD AND BEAR SOUTH-SOUTHEAST FOR 0.25
 OS0783'MILE TO CREST OF HILL AND STATION.
 OS0783'
 OS0783'SIGNALS SHOWN FROM THE GROUND AT INTERIOR, FLAT TOP, SPUR,
 OS0783'WETA, WAMBLEE AND ST. CECELIA ARE VISIBLE AT THE GROUND
 OS0783'AT THIS STATION.
 OS0783'
 OS0783'A SIGNAL AT THE GROUND AT KYLE IS VISIBLE AT 50 FEET ABOVE
 OS0783'THIS STATION.
 OS0783'
 OS0783'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0783'BRONZE DISKS SET IN CONCRETE.
 OS0783'
 OS0783'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 OS0783
 OS0783                          STATION RECOVERY (1961)
 OS0783
 OS0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0783'STATION MARK, REFERENCE MRKS 1 AND 2 AND THE AZIMUTH MARK WAS
 OS0783'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTIONS WERE
 OS0783'CHECKED BETWEEN THE MARKS.  A SLIGHT DIFFERENCE WAS FOUND
 OS0783'IN THE DISTANCE TO REFERENCE MARK 1.
 OS0783'
 OS0783'THE STATION WAS RECOVERED WITH THE 1936 DESCRIPTION.  A NEW
 OS0783'ROUTE FOLLOWS--
 OS0783'
 OS0783'LOCATED ABOUT 9 MILES SOUTH OF INTERIOR, ON THE HIGHEST PONT
 OS0783'OF A NORTH-SOUTH RIDGE IN PASTURE LAND BELONGING TO MRS. SARAH
 OS0783'TWOTAIL.  IT IS IN SECTION 22, T 42 N. R 39 W.
 OS0783'
 OS0783'REACHED FROM THE INTERIOR HIGH SCHOOL AT INTERIOR, GO EAST
 OS0783'ON MAIN STREET FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY
 OS0783'40, CROSS HIGHWAY 40 AND CONTINUE EAST ON GRAVELED ROAD FOR
 OS0783'1.9 MILES TO A FORK, TAKE RIGHT FORK AND GO SOUTHEAST FOR
 OS0783'2.0 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 OS0783'WEST ON DIRT ROAD FOR 3.3 MILES TO A SIDE ROAD ON THE LEFT,
 OS0783'TURN LEFT AND GO SOUTH FOR 6.5 MILES TO GATE ON THE LEFT
 OS0783'AND MAIL BOX BELONGING TO A MR. C. TWISS, THE AZIMUTH MARK
 OS0783'IS IN THE SOUTHEAST CORNER OF THE INTERSECTION, TURN LEFT,
 OS0783'PASS THROUGH GATE AND GO EAST ALONG THE SOUTH SIDE OF
 OS0783'FENCE FOR 0.25 MILE, HERE TURN RIGHT LEAVING TRACK ROAD AND
 OS0783'GO SOUTH ALONG THE TOP OF RIDGE FOR 0.25 MILE TO THE
 OS0783'HIGHEST POINT AND THE STATION.
 OS0783'
 OS0783'STATION MARK, A STANDARD DISK STAMPED POTATO 1936, IS SET
 OS0783'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 OS0783'12 INCHES.
 OS0783'
 OS0783'REFRENCE MARK 1, A STANDARD DISK STAMPED POTATO NO 1 1936,
 OS0783'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 OS0783'PROJECTS 3 INCHES.  IT IS ON THE EAST EDGE OF THE RIDGE AND
 OS0783'ABOUT 1 FOOT LOWER THAN THE STATION.
 OS0783'
 OS0783'REFERENCE MARK 2, A STANDARD DISK STAMPED POTATO NO 2 1936,
 OS0783'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 OS0783'PROJECTS 6 INCHES.  IT IS ON THE SOUTH EDGE OF THE RIDGE AND
 OS0783'ABOUT 1 FOOT LOWER THAN THE STATION.
 OS0783'
 OS0783'AZIMUTH MARK, A STANDARD DISK STAMPED POTATO 1936, IS SET IN
 OS0783'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 2 INCHES BELOW
 OS0783'THE SURFACE.  IT IS 36 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 OS0783'DIRT ROAD, 29 FEET SOUTH OF THE CENTER OF A WIRE GATE, 29
 OS0783'FEET SOUTHEAST OF A MAIL BOX AND 2 FEET EAST OF A NORTH-SOUTH
 OS0783'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1157 ***********************************************************************
 PT1157  DESIGNATION -  POWELL
 PT1157  PID         -  PT1157
 PT1157  STATE/COUNTY-  SD/HAAKON
 PT1157  COUNTRY     -  US
 PT1157  USGS QUAD   -  PHILIP SE (2017)
 PT1157
 PT1157                         *CURRENT SURVEY CONTROL
 PT1157  ______________________________________________________________________
 PT1157* NAD 83(1996) POSITION- 44 03 14.19945(N) 101 30 17.37980(W)   ADJUSTED
 PT1157* NAVD 88 ORTHO HEIGHT -   657.    (meters)     2156.    (feet) SCALED
 PT1157  ______________________________________________________________________
 PT1157  GEOID HEIGHT    -        -21.698 (meters)                     GEOID18
 PT1157  LAPLACE CORR    -         -9.43  (seconds)                    DEFLEC18
 PT1157  HORZ ORDER      -  THIRD
 PT1157
 PT1157.The horizontal coordinates were established by classical geodetic methods
 PT1157.and adjusted by the National Geodetic Survey in January 1998.
 PT1157
 PT1157.The orthometric height was scaled from a topographic map.
 PT1157
 PT1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1157.GEOID18 height accuracy estimate available here.
 PT1157
 PT1157.Click photographs - Photos may exist for this station.
 PT1157
 PT1157.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1157
 PT1157. The following values were computed from the NAD 83(1996) position.
 PT1157
 PT1157;                    North         East     Units Scale Factor Converg.
 PT1157;SPC SD S     -   191,810.416   506,133.215   MT  0.99993573   -0 48 29.4
 PT1157;SPC SD S     -   629,298.01  1,660,538.72   sFT  0.99993573   -0 48 29.4
 PT1157;UTM  14      - 4,880,914.934   299,357.501   MT  1.00009515   -1 44 32.2
 PT1157
 PT1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1157!SPC SD S     -   0.99990032  x   0.99993573  =   0.99983606
 PT1157!UTM  14      -   0.99990032  x   1.00009515  =   0.99999546
 PT1157
 PT1157:                Primary Azimuth Mark                     Grid Az
 PT1157:SPC SD S     -  POWELL AZ MK                             089 53 31.9
 PT1157:UTM  14      -  POWELL AZ MK                             090 49 34.7
 PT1157
 PT1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9935780914(NAD 83)
 PT1157
 PT1157|---------------------------------------------------------------------|
 PT1157| PID    Reference Object                     Distance      Geod. Az  |
 PT1157|                                                           dddmmss.s |
 PT1157| CQ4682 POWELL AZ MK                                       0890502.5 |
 PT1157| CQ4683 POWELL RM 1                          10.127 METERS 09007     |
 PT1157| CQ4684 POWELL RM 2                          10.141 METERS 27009     |
 PT1157|---------------------------------------------------------------------|
 PT1157
 PT1157                          SUPERSEDED SURVEY CONTROL
 PT1157
 PT1157  NAD 83(1986)-  44 03 14.19095(N)    101 30 17.38333(W) AD(       ) 3
 PT1157  NAD 27      -  44 03 14.23640(N)    101 30 15.87200(W) AD(       ) 3
 PT1157
 PT1157.Superseded values are not recommended for survey control.
 PT1157
 PT1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1157.See file dsdata.pdf to determine how the superseded data were derived.
 PT1157
 PT1157_MARKER: DS = TRIANGULATION STATION DISK
 PT1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1157_STAMPING: POWELL 1950
 PT1157_MARK LOGO: CGS
 PT1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1157+STABILITY: SURFACE MOTION
 PT1157
 PT1157  HISTORY     - Date     Condition        Report By
 PT1157  HISTORY     - 1950     MONUMENTED       CGS
 PT1157
 PT1157                          STATION DESCRIPTION
 PT1157
 PT1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1157'THE STATION IS LOCATED ABOUT 8 MILES EAST OF PHILIP, 0.1 MILE
 PT1157'EAST OF A FENCE CORNER, 42 FEET NORTH OF THE CENTER OF U.S.
 PT1157'HIGHWAY NO. 14, 9.3 FEET SOUTHEAST OF A WITNESS POST, AND 4 FEET
 PT1157'SOUTH OF A WIRE FENCE.
 PT1157'
 PT1157'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 73
 PT1157'AND U.S. HIGHWAY NO. 14 IN PHILIP, GO EAST ON NO. 14 FOR 8.1
 PT1157'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 PT1157'AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY NO. 14
 PT1157'FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PT1157'
 PT1157'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED POWELL
 PT1157'1950.
 PT1157'
 PT1157'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF THE CENTER OF U.S.
 PT1157'HIGHWAY NO. 14, AND 5 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS
 PT1157'2 INCHES, AND THE DISK IS STAMPED POWELL NO 1 1950.
 PT1157'
 PT1157'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF U.S. HIGHWAY NO. 14, AND
 PT1157'3 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS 3 INCHES, AND THE DISK
 PT1157'IS STAMPED POWELL NO 2 1950.
 PT1157'
 PT1157'THE AZIMUTH MARK IS 56 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PT1157'NO. 14, 6 FEET WEST OF A WITNESS POST, AND 2 FEET SOUTH OF A
 PT1157'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED POWELL
 PT1157'1950.
 PT1157'
 PT1157'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 PT1157'CONCRETE POSTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1011 ***********************************************************************
 PT1011  DESIGNATION -  POWERS
 PT1011  PID         -  PT1011
 PT1011  STATE/COUNTY-  SD/HUGHES
 PT1011  COUNTRY     -  US
 PT1011  USGS QUAD   -  CANNING NW (2017)
 PT1011
 PT1011                         *CURRENT SURVEY CONTROL
 PT1011  ______________________________________________________________________
 PT1011* NAD 83(1996) POSITION- 44 23 47.05055(N) 100 07 40.20881(W)   ADJUSTED
 PT1011* NAVD 88 ORTHO HEIGHT -   536.34  (+/-2cm)     1759.6   (feet) VERTCON3
 PT1011  ______________________________________________________________________
 PT1011  GEOID HEIGHT    -        -23.626 (meters)                     GEOID18
 PT1011  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 PT1011  HORZ ORDER      -  THIRD
 PT1011  VERT ORDER      -  THIRD ? (See Below)
 PT1011
 PT1011.The horizontal coordinates were established by classical geodetic methods
 PT1011.and adjusted by the National Geodetic Survey in January 1998.
 PT1011
 PT1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1011
 PT1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1011.GEOID18 height accuracy estimate available here.
 PT1011
 PT1011.The vertical order pertains to the NGVD 29 superseded value.
 PT1011
 PT1011.Click photographs - Photos may exist for this station.
 PT1011
 PT1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1011
 PT1011. The following values were computed from the NAD 83(1996) position.
 PT1011
 PT1011;                    North         East     Units Scale Factor Converg.
 PT1011;SPC SD S     -   229,220.162   616,372.012   MT  0.99999914   +0 08 30.3
 PT1011;SPC SD S     -   752,033.15  2,022,213.84   sFT  0.99999914   +0 08 30.3
 PT1011;UTM  14      - 4,916,520.492   410,180.842   MT  0.99969921   -0 47 20.8
 PT1011
 PT1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1011!SPC SD S     -   0.99991961  x   0.99999914  =   0.99991875
 PT1011!UTM  14      -   0.99991961  x   0.99969921  =   0.99961885
 PT1011
 PT1011:                Primary Azimuth Mark                     Grid Az
 PT1011:SPC SD S     -  POWERS AZ MK                             355 03 56.3
 PT1011:UTM  14      -  POWERS AZ MK                             355 59 47.4
 PT1011
 PT1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1018016520(NAD 83)
 PT1011
 PT1011|---------------------------------------------------------------------|
 PT1011| PID    Reference Object                     Distance      Geod. Az  |
 PT1011|                                                           dddmmss.s |
 PT1011| CO6671 POWERS RM 1                          27.461 METERS 07141     |
 PT1011| CO6672 POWERS RM 2                          22.862 METERS 20606     |
 PT1011| PT1010 TT 14 B                              41.756 METERS 28330     |
 PT1011| AH8620 POWERS AZ MK                                       3551226.6 |
 PT1011|---------------------------------------------------------------------|
 PT1011
 PT1011                          SUPERSEDED SURVEY CONTROL
 PT1011
 PT1011  NAD 83(1986)-  44 23 47.04675(N)    100 07 40.21292(W) AD(       ) 3
 PT1011  NAD 27      -  44 23 47.10700(N)    100 07 38.75800(W) AD(       ) 3
 PT1011  NGVD 29             535.96   (m)         1758.4    (f) LEVELING    3  
 PT1011
 PT1011.Superseded values are not recommended for survey control.
 PT1011
 PT1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1011.See file dsdata.pdf to determine how the superseded data were derived.
 PT1011
 PT1011_MARKER: DS = TRIANGULATION STATION DISK
 PT1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1011_STAMPING: POWERS 1951
 PT1011_MARK LOGO: CGS
 PT1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1011+STABILITY: SURFACE MOTION
 PT1011
 PT1011  HISTORY     - Date     Condition        Report By
 PT1011  HISTORY     - 1951     MONUMENTED       CGS
 PT1011  HISTORY     - 1958     GOOD             CGS
 PT1011  HISTORY     - 1963     GOOD             USFS
 PT1011  HISTORY     - 1966     GOOD             CGS
 PT1011  HISTORY     - 1981     GOOD             NGS
 PT1011  HISTORY     - 19840321 GOOD             NGS
 PT1011
 PT1011                          STATION DESCRIPTION
 PT1011
 PT1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PT1011'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF BLUNT AND 4
 PT1011'1/2 MILES WEST OF CANNING IN TRIANGLE FORMED BY CROSS ROADS.
 PT1011'STATION IS 66 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT
 PT1011'ROAD, 59 FEET SOUTHWEST OF REA POLE AND 10 FEET WEST NORTHWEST
 PT1011'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 PT1011'IS STAMPED POWERS 1951.
 PT1011'
 PT1011'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE APPROXIMATE
 PT1011'CENTERLINE OF GRAVEL ROAD, 38 FEET SOUTH OF THE APPROXIMATE
 PT1011'CENTERLINE OF DIRT ROAD AND 36 FEET EAST SOUTHEAST OF REA
 PT1011'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PT1011'POWERS NO 1 1951.
 PT1011'
 PT1011'REFERENCE MARK NO. 2 IS 42 FEET NORTH OF THE APPROXIMATE
 PT1011'CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 PT1011'AND THE DISK IS STAMPED POWERS NO 2 1951.
 PT1011'
 PT1011'AZIMUTH MARK IS 29 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 PT1011'DIRT ROAD, 14 FEET SOUTHWEST OF REA POLE, 2 FEET SOUTH OF WITNESS
 PT1011'POST AND IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PT1011'THE DISK IS STAMPED POWERS 1951.
 PT1011'
 PT1011'A TRAVERSE CONNECTION WAS MADE TO TT 14B1934 (USGS), WHICH
 PT1011'IS 44 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 38
 PT1011'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD.  THE
 PT1011'MARK IS AN 8 X 8 CONCRETE BLOCK WITH DISK WHICH PROJECTS ABOUT
 PT1011'8 INCHES AND THE DISK IS STAMPED 1754 TT 14 B 1934.
 PT1011'
 PT1011'TO REACH FROM THE RAILROAD CROSSING JUST EAST OF THE DEPOT IN
 PT1011'CANNING GO NORTH FOR 0.05 MILE TO CROSS ROADS.  TURN LEFT
 PT1011'AND GO WEST FOR 4.8 MILES TO CROSSROADS AND STATION AS DESCRIBED.
 PT1011'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON DIRT ROAD FOR 0.4
 PT1011'MILE TO AZIMUTH AS DESCRIBED.
 PT1011'
 PT1011'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 PT1011
 PT1011                          STATION RECOVERY (1958)
 PT1011
 PT1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 PT1011'STATION, AZIMUTH, REFERENCE MARKS, AND TT 14B 1934 (USGS)
 PT1011'RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO
 PT1011'REFERENCE MARKS AND TT 14B 1934 (USGS) CHECKED AND VERIFIED.
 PT1011'DESCRIPTION ADEQUATE AND CORRECT.
 PT1011
 PT1011                          STATION RECOVERY (1963)
 PT1011
 PT1011'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWP)
 PT1011'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1011
 PT1011                          STATION RECOVERY (1966)
 PT1011
 PT1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PT1011'THE STATION, R.M. 1, R.M. 2 WERE RECOVERED AS DESCRIBED IN GOOD
 PT1011'CONDITION, THE AZIMUTH MARK WASNT SEARCHED FOR.
 PT1011'
 PT1011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MI
 PT1011'SW OF BLUNT.
 PT1011
 PT1011                          STATION RECOVERY (1981)
 PT1011
 PT1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1011'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1951
 PT1011'DESCRIPTIVE TEXT.  THE STATION WAS NOT OCCUPIED.
 PT1011
 PT1011                          STATION RECOVERY (1984)
 PT1011
 PT1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PT1011'THE STATION AND ALL PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION.
 PT1011'A NEW ROUTE WAS ESTABLISHED TO THE STATION, THE AZIMUTH MARK WAS
 PT1011'POSITIONED, AND NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED
 PT1011'ABOUT 17.7 KM (11.00 MI) EAST OF PIERRE, 15.3 KM (9.50 MI) SOUTHWEST
 PT1011'OF BLUNT, AND 7.2 KM (4.45 MI) WEST OF CANNING, IN A TRIANGLE FORMED
 PT1011'BY ROADS AT AN INTERSECTION.  TO REACH THE STATION FROM THE JUNCTION
 PT1011'OF HIGHWAYS 14 AND 1804, AT THE NORTHEAST EDGE OF PIERRE, GO NORTHEAST
 PT1011'ON HIGHWAY 14 FOR 6.5 KM (4.05 MI) TO A GRAVELED FORK ROAD RIGHT.  GO
 PT1011'EAST ON THE GRAVELED ROAD FOR 8 KM (4.95 MI) TO A CROSSROAD AND
 PT1011'FARMSTEAD ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 3.2 KM
 PT1011'(2.00 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 PT1011'GRAVELED ROAD FOR 1.1 KM (0.70 MI) TO THE AZIMUTH MARK ON THE LEFT.
 PT1011'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.5 KM (0.30 MI) TO AN
 PT1011'INTERSECTION OF ROADS, FORMING A TRIANGLE, AND THE STATION.  THE
 PT1011'STATION IS A STANDARD CGS DISK STAMPED POWERS 1951 SET INTO THE TOP OF
 PT1011'A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4
 PT1011'INCHES (10 CM) ABOVE THE GROUND.  LOCATED 20.0 METERS (65.6 FT) S FROM
 PT1011'THE CENTER OF A GRAVELED ROAD.  18.1 METERS (59.4 FT) SW FROM A POWER
 PT1011'POLE.  0.3 METER (1.0 FT) NW FROM A METAL WITNESS POST.  REFERENCE
 PT1011'MARK NO 1 IS A STANDARD CGS DISK STAMPED POWERS NO 1 1951 SET INTO THE
 PT1011'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PT1011'PROJECTING 4 IN (10 CM) ABOVE THE GROUND. LOCATED 11.6 METERS (38.1
 PT1011'FT) S FROM THE CENTER OF THE GRAVELED ROAD.  11 METERS (36.1 FT) ESE
 PT1011'FROM A POWER POLE, AND 2 FEET (0.6 M) 0.6 METER (2.0 FT) HIGHER THAN
 PT1011'THE STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED
 PT1011'POWERS NO 2 1951 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 PT1011'INCHES (30 CM) IN DIAMETER PROJECTING 4 IN. (10 CM) ABOVE THE GROUND.
 PT1011'LOCATED 22.5 METERS (73.8 FT) SW FROM A METAL WITNESS POST.  13 METERS
 PT1011'(42.7 FT) N FROM THE CENTER OF A GRAVELED ROAD, AND 1 FEET (0.3 M) 0.3
 PT1011'METER (1.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A CGS
 PT1011'DISK STAMPED POWERS 1951 SET INTO THE TOP OF A SQUARE CONCRETE
 PT1011'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 2 INCHES (5 CM)
 PT1011'ABOVE THE GROUND.  LOCATED 9 METERS (29.5 FT) E FROM THE CENTER OF THE
 PT1011'GRAVELED ROAD.  4.3 METERS (14.1 FT) SSW FROM A POWER POLE.  0.3 METER
 PT1011'(1.0 FT) W FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0959 ***********************************************************************
 PR0959  DESIGNATION -  PR0959
 PR0959  PID         -  PR0959
 PR0959  STATE/COUNTY-  SD/MOODY
 PR0959  COUNTRY     -  US
 PR0959  USGS QUAD   -  MEDARY (2017)
 PR0959
 PR0959                         *CURRENT SURVEY CONTROL
 PR0959  ______________________________________________________________________
 PR0959* NAD 83(1996) POSITION- 44 07 43.54215(N) 096 46 08.94384(W)   ADJUSTED
 PR0959* NAVD 88 ORTHO HEIGHT -   522.    (meters)     1713.    (feet) SCALED
 PR0959  ______________________________________________________________________
 PR0959  GEOID HEIGHT    -        -25.817 (meters)                     GEOID18
 PR0959  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 PR0959  HORZ ORDER      -  SECOND
 PR0959
 PR0959.The horizontal coordinates were established by classical geodetic methods
 PR0959.and adjusted by the National Geodetic Survey in January 1998.
 PR0959
 PR0959.The orthometric height was scaled from a topographic map.
 PR0959
 PR0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0959.GEOID18 height accuracy estimate available here.
 PR0959
 PR0959.Click photographs - Photos may exist for this station.
 PR0959
 PR0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0959
 PR0959. The following values were computed from the NAD 83(1996) position.
 PR0959
 PR0959;                    North         East     Units Scale Factor Converg.
 PR0959;SPC SD S     -   205,580.454   885,147.730   MT  0.99994652   +2 27 31.5
 PR0959;SPC SD S     -   674,475.21  2,904,022.18   sFT  0.99994652   +2 27 31.5
 PR0959;UTM  14      - 4,888,594.061   678,470.510   MT  0.99999175   +1 33 13.3
 PR0959
 PR0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0959!SPC SD S     -   0.99992216  x   0.99994652  =   0.99986868
 PR0959!UTM  14      -   0.99992216  x   0.99999175  =   0.99991391
 PR0959
 PR0959:                Primary Azimuth Mark                     Grid Az
 PR0959:SPC SD S     -  CO8784                                   173 04 50.5
 PR0959:UTM  14      -  CO8784                                   173 59 08.7
 PR0959
 PR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7847088594(NAD 83)
 PR0959
 PR0959|---------------------------------------------------------------------|
 PR0959| PID    Reference Object                     Distance      Geod. Az  |
 PR0959|                                                           dddmmss.s |
 PR0959| CO8785 CO8785                               30.970 METERS 04145     |
 PR0959| CO8786 CO8786                               31.866 METERS 13858     |
 PR0959| CO8784 CO8784                                             1753222.0 |
 PR0959| OQ0841 COLMAN MUNICIPAL TANK               APPROX.16.5 KM 1922001.7 |
 PR0959|---------------------------------------------------------------------|
 PR0959
 PR0959                          SUPERSEDED SURVEY CONTROL
 PR0959
 PR0959  NAD 83(1986)-  44 07 43.54273(N)    096 46 08.92173(W) AD(       ) 2
 PR0959  NAD 27      -  44 07 43.64700(N)    096 46 07.73300(W) AD(       ) 2
 PR0959
 PR0959.Superseded values are not recommended for survey control.
 PR0959
 PR0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0959.See file dsdata.pdf to determine how the superseded data were derived.
 PR0959
 PR0959_MARKER: DS = TRIANGULATION STATION DISK
 PR0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0959_MARK LOGO: CGS
 PR0959_PROJECTION: FLUSH
 PR0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0959+STABILITY: SURFACE MOTION
 PR0959
 PR0959  HISTORY     - Date     Condition        Report By
 PR0959  HISTORY     - 1949     MONUMENTED       CGS
 PR0959
 PR0959                          STATION DESCRIPTION
 PR0959
 PR0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0959'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH-NORTHEAST OF
 PR0959'THE TOWN OF COLMAN, ON PASTURE LAND OWNED BY MR. WILLIAM
 PR0959'THORSON.  IT IS 101 FEET WEST OF THE CENTERLINE OF THE
 PR0959'ROAD, 69 FEET WEST OF THE FENCE AND 69 FEET WEST-SOUTHWEST
 PR0959'OF AN ASH TREE WITH A TRIANGLE BLAZE.  THE MARK IS FLUSH WITH
 PR0959'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED.
 PR0959'
 PR0959'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE CENTERLINE OF THE
 PR0959'ROAD AND 1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH WITH
 PR0959'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED.
 PR0959'
 PR0959'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE CENTERLINE OF
 PR0959'THE ROAD AND 1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH
 PR0959'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED.
 PR0959'
 PR0959'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH-SOUTHEAST OF THE STATION,
 PR0959'50 FEET NORTHEAST OF THE INTERSECTION OF ROADS AND 1 FOOT
 PR0959'WEST OF THE FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND
 PR0959'THE DISK IS STAMPED.
 PR0959'
 PR0959'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 PR0959'HIGHWAY 34 1.5 MILES EAST OF COLMAN, GO NORTH ON HIGHWAY
 PR0959'77 10.0 MILES TO CROSSROADS, TURN RIGHT (EAST) 1.0 MILE
 PR0959'TO CROSSROADS AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE
 PR0959'OF THE ROADS.  TURN LEFT (NORTH) 0.35 MILE TO THE STATION
 PR0959'ON THE LEFT.
 PR0959'
 PR0959'TO DRIVE TO THE STATION, GO NORTH 0.35 MILE TO MR. THORSONS
 PR0959'HOUSE ON THE LEFT, PASS THROUGH YARD TO PASTURE, THENCE
 PR0959'FOLLOW AROUND THROUGH PASTURE TO STATION.
 PR0959'
 PR0959'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0744 ***********************************************************************
 OT0744  DESIGNATION -  PRAIRIE
 OT0744  PID         -  OT0744
 OT0744  STATE/COUNTY-  SD/PENNINGTON
 OT0744  COUNTRY     -  US
 OT0744  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0744
 OT0744                         *CURRENT SURVEY CONTROL
 OT0744  ______________________________________________________________________
 OT0744* NAD 83(1996) POSITION- 43 55 57.67657(N) 102 18 38.77588(W)   ADJUSTED
 OT0744* NAVD 88 ORTHO HEIGHT -   924.    (meters)     3031.    (feet) SCALED
 OT0744  ______________________________________________________________________
 OT0744  GEOID HEIGHT    -        -18.781 (meters)                     GEOID18
 OT0744  LAPLACE CORR    -         -7.91  (seconds)                    DEFLEC18
 OT0744  HORZ ORDER      -  THIRD
 OT0744
 OT0744.The horizontal coordinates were established by classical geodetic methods
 OT0744.and adjusted by the National Geodetic Survey in January 1998.
 OT0744
 OT0744.The orthometric height was scaled from a topographic map.
 OT0744
 OT0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0744.GEOID18 height accuracy estimate available here.
 OT0744
 OT0744.Click photographs - Photos may exist for this station.
 OT0744
 OT0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0744
 OT0744. The following values were computed from the NAD 83(1996) position.
 OT0744
 OT0744;                    North         East     Units Scale Factor Converg.
 OT0744;SPC SD S     -   179,566.284   441,245.448   MT  0.99992189   -1 21 50.9
 OT0744;SPC SD S     -   589,127.05  1,447,652.77   sFT  0.99992189   -1 21 50.9
 OT0744;UTM  13      - 4,867,912.606   715,853.214   MT  1.00017309   +1 51 59.5
 OT0744
 OT0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0744!SPC SD S     -   0.99985800  x   0.99992189  =   0.99977991
 OT0744!UTM  13      -   0.99985800  x   1.00017309  =   1.00003107
 OT0744
 OT0744:                Primary Azimuth Mark                     Grid Az
 OT0744:SPC SD S     -  RELAY RESET                              329 20 38.7
 OT0744:UTM  13      -  RELAY RESET                              326 06 48.3
 OT0744
 OT0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1585367912(NAD 83)
 OT0744
 OT0744|---------------------------------------------------------------------|
 OT0744| PID    Reference Object                     Distance      Geod. Az  |
 OT0744|                                                           dddmmss.s |
 OT0744| CQ4696 PRAIRIE RM 1                         14.607 METERS 07441     |
 OT0744| CQ4697 PRAIRIE RM 2                         14.340 METERS 15450     |
 OT0744| OT0742 RELAY RESET                         APPROX. 3.0 KM 3275847.8 |
 OT0744|---------------------------------------------------------------------|
 OT0744
 OT0744                          SUPERSEDED SURVEY CONTROL
 OT0744
 OT0744  NAD 83(1995)-  43 55 57.66874(N)    102 18 38.77748(W) AD(       ) 3
 OT0744  NAD 83(1993)-  43 55 57.66696(N)    102 18 38.77640(W) AD(       ) 3
 OT0744  NAD 83(1986)-  43 55 57.66791(N)    102 18 38.77719(W) AD(       ) 3
 OT0744  NAD 27      -  43 55 57.70930(N)    102 18 37.20150(W) AD(       ) 3
 OT0744
 OT0744.Superseded values are not recommended for survey control.
 OT0744
 OT0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0744.See file dsdata.pdf to determine how the superseded data were derived.
 OT0744
 OT0744_MARKER: DS = TRIANGULATION STATION DISK
 OT0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0744
 OT0744  HISTORY     - Date     Condition        Report By
 OT0744  HISTORY     - 1961     MONUMENTED       CGS
 OT0744
 OT0744                          STATION DESCRIPTION
 OT0744
 OT0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OT0744'LOCATED, AIRLINE, ABOUT 39 MILES WEST-SOUTHWEST OF PHILIP,
 OT0744'5 MILES SOUTHWEST OF WALL IN THE NW 1/4 SECTION 27, T1S, R15E,
 OT0744'IN GRAZING LAND OWNED BY JAMES ALLBURN.
 OT0744'
 OT0744'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 14, 16 AND 16A IN THE
 OT0744'SE EDGE OF WALL, GO SOUTH ON HIGHWAY 16A FOR 1.55 MILES TO
 OT0744'SIDE ROAD RIGHT AT SMALL SIGN, SCENIC 29 MI., TURN RIGHT AND
 OT0744'GO WEST ON GRADED ROAD 4.5 MILES TO RANCH ROAD AND JAMES ALLBURN
 OT0744'MAIL BOX ON RIGHT, CONTINUE WEST ON GRADED ROAD FOR 0.5 MILES,
 OT0744'TURN LEFT AND CONTINUE SOUTH ON GRADED ROAD FOR 2.0 MILES
 OT0744'TO WIRE GATE ON LEFT AND SMALL SIGN READING, CROOKED CREEK
 OT0744'C AND H ALLOTMENT USFS, ENTER PASTURE VIA GATE AND DRIVE
 OT0744'DUE EAST ALONG FENCE FOR 0.45 MILE TO FENCE CORNER, CONTINUE
 OT0744'EAST ACROSS OPEN RANGE LAND FOR 0.95 MILE TO SUMMIT OF
 OT0744'HIGHEST HILL IN THE AREA AND STATION.
 OT0744'
 OT0744'STATION MARK, A STANDARD DISK SET IN A 12-INCH CYLINDRICAL
 OT0744'CONCRETE MONUMENT, STAMPED PRAIRIE 1961, FLUSH WITH THE
 OT0744'GROUND, ON TOP OF A GRASSY KNOLL, THE HIGHEST ONE IN THE AREA.
 OT0744'
 OT0744'REFERENCE MARK 1, A STANDARD DISK SET IN A 12-INCH CYLINDRICAL
 OT0744'CONCRETE MONUMENT, STAMPED PRAIRIE NO 1 1961, FLUSH WITH
 OT0744'THE GROUND, THE SAME ELEVATION AS THE STATION.
 OT0744'
 OT0744'REFERENCE MARK 2, A STANDARD DISK SET IN A 12-INCH CYLINDRICAL
 OT0744'CONCRETE MONUMENT, STAMPED PRAIRIE NO 2 1961, FLUSH WITH
 OT0744'THE GROUND, THE SAME ELEVATION AS THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2352 ***********************************************************************
 PU2352  DESIGNATION -  PRAIRIE
 PU2352  PID         -  PU2352
 PU2352  STATE/COUNTY-  SD/BUTTE
 PU2352  COUNTRY     -  US
 PU2352  USGS QUAD   -  TWO TOP BUTTE EAST (2017)
 PU2352
 PU2352                         *CURRENT SURVEY CONTROL
 PU2352  ______________________________________________________________________
 PU2352* NAD 83(1996) POSITION- 44 53 30.22576(N) 103 30 40.19291(W)   ADJUSTED
 PU2352* NAVD 88 ORTHO HEIGHT -   973.    (meters)     3192.    (feet) SCALED
 PU2352  ______________________________________________________________________
 PU2352  GEOID HEIGHT    -        -16.266 (meters)                     GEOID18
 PU2352  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 PU2352  HORZ ORDER      -  SECOND
 PU2352
 PU2352.The horizontal coordinates were established by classical geodetic methods
 PU2352.and adjusted by the National Geodetic Survey in January 1998.
 PU2352
 PU2352.The orthometric height was scaled from a topographic map.
 PU2352
 PU2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2352.GEOID18 height accuracy estimate available here.
 PU2352
 PU2352.Click photographs - Photos may exist for this station.
 PU2352
 PU2352.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2352
 PU2352. The following values were computed from the NAD 83(1996) position.
 PU2352
 PU2352;                    North         East     Units Scale Factor Converg.
 PU2352;SPC SD N     -   123,624.710   322,737.647   MT  0.99994297   -2 29 05.9
 PU2352;SPC SD N     -   405,592.07  1,058,848.43   sFT  0.99994297   -2 29 05.9
 PU2352;UTM  13      - 4,972,001.173   617,563.852   MT  0.99976995   +1 03 03.2
 PU2352
 PU2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2352!SPC SD N     -   0.99984994  x   0.99994297  =   0.99979292
 PU2352!UTM  13      -   0.99984994  x   0.99976995  =   0.99961993
 PU2352
 PU2352:                Primary Azimuth Mark                     Grid Az
 PU2352:SPC SD N     -  3160 DW                                  050 32 46.3
 PU2352:UTM  13      -  3160 DW                                  047 00 37.2
 PU2352
 PU2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1756372001(NAD 83)
 PU2352
 PU2352|---------------------------------------------------------------------|
 PU2352| PID    Reference Object                     Distance      Geod. Az  |
 PU2352|                                                           dddmmss.s |
 PU2352| CP9685 3160 DW                                            0480340.4 |
 PU2352| CQ4694 PRAIRIE RM 1                          9.920 METERS 06758     |
 PU2352| CQ4695 PRAIRIE RM 2                         10.125 METERS 17145     |
 PU2352|---------------------------------------------------------------------|
 PU2352
 PU2352                          SUPERSEDED SURVEY CONTROL
 PU2352
 PU2352  NAD 83(1993)-  44 53 30.22033(N)    103 30 40.19178(W) AD(       ) 2
 PU2352  NAD 83(1986)-  44 53 30.21562(N)    103 30 40.18827(W) AD(       ) 2
 PU2352  NAD 27      -  44 53 30.25850(N)    103 30 38.49970(W) AD(       ) 2
 PU2352
 PU2352.Superseded values are not recommended for survey control.
 PU2352
 PU2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2352.See file dsdata.pdf to determine how the superseded data were derived.
 PU2352
 PU2352_MARKER: DS = TRIANGULATION STATION DISK
 PU2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2352_STAMPING: PRAIRIE 1950
 PU2352_MARK LOGO: CGS
 PU2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2352+STABILITY: SURFACE MOTION
 PU2352
 PU2352  HISTORY     - Date     Condition        Report By
 PU2352  HISTORY     - 1950     MONUMENTED       CGS
 PU2352  HISTORY     - 1962     GOOD             CGS
 PU2352
 PU2352                          STATION DESCRIPTION
 PU2352
 PU2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2352'THE STATION IS LOCATED ABOUT 12 MILES NORTH AND 4-1/2 MILES
 PU2352'WEST OF NEWELL, ON A SMALL KNOLL WHICH IS THE HIGHEST POINT
 PU2352'IN THE IMMEDIATE VICINITY, AND ON LAND OWNED BY FRANK PERCY.
 PU2352'IT IS 6 FEET EAST OF A WITNESS POST.
 PU2352'
 PU2352'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL.  GO NORTH
 PU2352'ON U.S. HIGHWAY 212 AND STATE HIGHWAY 79 FOR 0.25 MILE TO THEIR
 PU2352'JUNCTION.  TURN LEFT AND GO WEST ON HIGHWAY 79 FOR 0.2 MILE
 PU2352'TO A CROSSROADS.  TURN RIGHT AND GO NORTH ON HIGHWAY 79 FOR
 PU2352'7.3 MILES TO FARM BUILDINGS AND A CORRAL ON THE RIGHT.  CONTINUE
 PU2352'NORTH ON THE HIGHWAY 0.2 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 PU2352'AND FOLLOW THE TRACK ROAD NORTHWESTERLY FOR 2.0 MILES TO A
 PU2352'FORK.  BEAR RIGHT.  BEAR RIGHT AND CONTINUE NORTHWEST 1.3 MILES
 PU2352'TO A FORK.  BEAR RIGHT AND CONTINUE NORTHWESTERLY FOR 2.9
 PU2352'MILES TO A FORK.  BEAR RIGHT AND GO NORTH 0.2 MILE TO A DIM
 PU2352'TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.15 MILE
 PU2352'TO THE TOP OF THE KNOLL AND THE STATION.  TO REACH THE AZIMUTH
 PU2352'MARK FROM THE STATION.  GO NORTHEAST ACROSS PRAIRIE LAND
 PU2352'FOR 0.3 MILE TO THE MARK AS DESCRIBED BELOW.
 PU2352'
 PU2352'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2352'PRAIRIE 1950.
 PU2352'
 PU2352'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE WITNESS POST.  THE
 PU2352'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PRAIRIE NO 1
 PU2352'1950.
 PU2352'
 PU2352'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE WITNESS POST.
 PU2352'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PRAIRIE NO
 PU2352'2 1950.
 PU2352'
 PU2352'B.M. 3160 D W 1904 IS 2 FEET SOUTH OF A WITNESS POST.  THE MARK
 PU2352'IS A BRONZE CAP OF THE UNITED STATES GEOLOGICAL SURVEY BOLTED
 PU2352'TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 6 INCHES.  THE
 PU2352'CAP IS STAMPED 3160 D W 1904.
 PU2352'
 PU2352'ALL THE MARKS WITH THE EXCEPTION OF THE BENCH MARK ARE STANDARD
 PU2352'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2352'
 PU2352'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2352
 PU2352                          STATION RECOVERY (1962)
 PU2352
 PU2352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2352'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PU2352'
 PU2352'THE STATION IS 12 MILES NORTH AND 4-1/2 MILES WEST OF NEWELL,
 PU2352'ON A HIGH RIDGE OF GROUND, IN THE NORTHEAST 1/4 OF SECTION 28,
 PU2352'T 11 N, R 5 E, NEAR THE BOUNDARY FENCE DIVIDING THE R. WINKLER
 PU2352'AND ARTHUR PESCHE RANCHES AND ON THE PROPERTY OF ARTHUR PESCHE.
 PU2352'
 PU2352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212
 PU2352'AND STATE HIGHWAY 79 AT THE NORTHWEST EDGE OF NEWELL, DRIVE
 PU2352'NORTH ON STATE HIGHWAY 79 FOR 5.0 MILES TO A GRAVELED SIDE ROAD ON
 PU2352'THE LEFT.  TURN LEFT AND DRIVE WEST FOR 4.0 MILES TO A
 PU2352'CROSSROAD.  TURN RIGHT AND DRIVE NORTH ON THE GRAVELED AND
 PU2352'THENCE BLADED ROAD FOR 4.25 MILES TO AN INVERTED Y-FORK AT THE
 PU2352'WEST SIDE OF THE WINKLER RANCH BUILDINGS.  TURN BACK SHARP
 PU2352'LEFT AND DRIVE WEST AND NORTH ON THE RANCH ROAD FOR 0.5 MILE
 PU2352'TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE THE RANCH
 PU2352'ROAD NORTHERLY FOR 2.0 MILES TO A WIRE GATE.  PASS THROUGH
 PU2352'THE GATE AND CONTINUE NORTH FOR 200 FEET, THENCE TURN LEFT
 PU2352'AND DRIVE WEST-NORTHWEST ON A DIM TRACK ROAD FOR 0.7 MILE
 PU2352'TO A CURVE TO THE RIGHT, NORTH, IN THE TRACK ROAD AND A WIRE
 PU2352'GATE STRAIGHT AHEAD, WEST, IN A NORTH-SOUTH FENCE.  TURN RIGHT
 PU2352'WITH THE ROAD AND CONTINUE NORTH FOR 0.2 MILE TO ANOTHER WIRE
 PU2352'GATE IN THE NORTH-SOUTH FENCE**.  PASS THROUGH THE GATE
 PU2352'AND DRIVE WEST FOR 185 FEET TO THE STATION.
 PU2352'
 PU2352'THE STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 PU2352'DISKS SET IN THE TOPS OF CYLINDRICAL CONCRETE MONUMENTS WHICH
 PU2352'ARE 12 INCHES IN DIAMETER.
 PU2352'
 PU2352'THE STATION MARK, STAMPED PRAIRIE 1950, PROJECTS 5 INCHES ABOVE
 PU2352'THE GROUND.
 PU2352'
 PU2352'REFERENCE MARK 1, STAMPED PRAIRIE NO 1 1950, PROJECTS 4 INCHES.
 PU2352'
 PU2352'REFERENCE MARK 2, STAMPED PRAIRIE NO 2 1950, PROJECTS 7 INCHES.
 PU2352'
 PU2352'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR THE
 PU2352'AZIMUTH MARK.  THE DISK, A BRONZE CAP STAMPED 3160 DW 1904,
 PU2352'RIVETED TO THE TOP OF AN IRON PIPE WHICH IS 3-1/2 INCHES IN
 PU2352'DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE IS ON
 PU2352'THE PROPERTY OF MR. R. WINKLER.  IT IS AT THE WEST END OF A LOW
 PU2352'BENCH RISING ABOVE THE EAST SIDE OF A SMALL RAVINE DRAINING
 PU2352'NORTHEAST FROM THE STATION AREA AND ABOUT 150 FEET EAST OF THE
 PU2352'NORTH-SOUTH BOUNDARY FENCE.
 PU2352'
 PU2352'*TO REACH THE AZIMUTH MARK, CONTINUE NORTH-NORTHEAST ON THE
 PU2352'TRACK ROAD FOR 0.15 MILE, THENCE BEAR LEFT AND DRIVE NORTHERLY
 PU2352'ACROSS COUNTRY FOR 0.1 MILE TO THE EAST SIDE OF A SMALL RAVINE AND
 PU2352'THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0929 ***********************************************************************
 QS0929  DESIGNATION -  PRAIRIE VIEW
 QS0929  PID         -  QS0929
 QS0929  STATE/COUNTY-  SD/CORSON
 QS0929  COUNTRY     -  US
 QS0929  USGS QUAD   -  MORRISTOWN SE (2017)
 QS0929
 QS0929                         *CURRENT SURVEY CONTROL
 QS0929  ______________________________________________________________________
 QS0929* NAD 83(1996) POSITION- 45 49 00.77262(N) 101 30 52.46861(W)   ADJUSTED
 QS0929* NAVD 88 ORTHO HEIGHT -   684.78  (+/-2cm)     2246.6   (feet) VERTCON3
 QS0929  ______________________________________________________________________
 QS0929  GEOID HEIGHT    -        -20.194 (meters)                     GEOID18
 QS0929  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 QS0929  HORZ ORDER      -  THIRD
 QS0929  VERT ORDER      -  THIRD ? (See Below)
 QS0929
 QS0929.The horizontal coordinates were established by classical geodetic methods
 QS0929.and adjusted by the National Geodetic Survey in January 1998.
 QS0929
 QS0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0929
 QS0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0929.GEOID18 height accuracy estimate available here.
 QS0929
 QS0929.The vertical order pertains to the NGVD 29 superseded value.
 QS0929
 QS0929.Click photographs - Photos may exist for this station.
 QS0929
 QS0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0929
 QS0929. The following values were computed from the NAD 83(1996) position.
 QS0929
 QS0929;                    North         East     Units Scale Factor Converg.
 QS0929;SPC SD N     -   221,528.743   482,293.133   MT  1.00002852   -1 04 18.9
 QS0929;SPC SD N     -   726,798.88  1,582,323.39   sFT  1.00002852   -1 04 18.9
 QS0929;UTM  14      - 5,076,777.113   304,651.062   MT  1.00006917   -1 48 13.7
 QS0929
 QS0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0929!SPC SD N     -   0.99989582  x   1.00002852  =   0.99992434
 QS0929!UTM  14      -   0.99989582  x   1.00006917  =   0.99996499
 QS0929
 QS0929:                Primary Azimuth Mark                     Grid Az
 QS0929:SPC SD N     -  MCINTOSH MUNICIPAL TANK                  048 22 30.1
 QS0929:UTM  14      -  MCINTOSH MUNICIPAL TANK                  049 06 24.9
 QS0929
 QS0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0465176777(NAD 83)
 QS0929
 QS0929|---------------------------------------------------------------------|
 QS0929| PID    Reference Object                     Distance      Geod. Az  |
 QS0929|                                                           dddmmss.s |
 QS0929| CQ8822 PRAIRIE VIEW AZ MK                                 0000020.1 |
 QS0929| QS0857 MCINTOSH MUNICIPAL TANK             APPROX.17.3 KM 0471811.2 |
 QS0929| CQ9254 PRAIRIE VIEW RM 1                    22.570 METERS 08352     |
 QS0929| CQ9255 PRAIRIE VIEW RM 2                    10.050 METERS 35800     |
 QS0929|---------------------------------------------------------------------|
 QS0929
 QS0929                          SUPERSEDED SURVEY CONTROL
 QS0929
 QS0929  NAD 83(1986)-  45 49 00.76413(N)    101 30 52.46516(W) AD(       ) 3
 QS0929  NAD 27      -  45 49 00.76800(N)    101 30 50.95600(W) AD(       ) 3
 QS0929  NGVD 29             684.32   (m)         2245.1    (f) LEVELING    3  
 QS0929
 QS0929.Superseded values are not recommended for survey control.
 QS0929
 QS0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0929.See file dsdata.pdf to determine how the superseded data were derived.
 QS0929
 QS0929_MARKER: DS = TRIANGULATION STATION DISK
 QS0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0929_STAMPING: PRAIRIE VIEW 1952
 QS0929_MARK LOGO: CGS
 QS0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0929+STABILITY: SURFACE MOTION
 QS0929
 QS0929  HISTORY     - Date     Condition        Report By
 QS0929  HISTORY     - 1952     MONUMENTED       CGS
 QS0929  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QS0929  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QS0929
 QS0929                          STATION DESCRIPTION
 QS0929
 QS0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0929'THE STATION IS IN SECTION 4, T 21 N, R 21 E, ON THE RIGHT-OF-WAY
 QS0929'OF A GRADED DIRT ROAD, ABOUT 7 MILES SOUTH AND 1-1/2 MILES
 QS0929'EAST OF WATAUGA, 2-1/4 MILES SOUTH OF THE PRAIRIE VIEW SCHOOL,
 QS0929'37 FEET WEST OF THE CENTER OF THE GRADED ROAD, 4 FEET
 QS0929'NORTH-NORTHEAST OF A 4 X 4 INCH WITNESS POST AND 2 FEET EAST OF
 QS0929'A WIRE FENCE.
 QS0929'
 QS0929'TO REACH THE STATION FROM THE POST OFFICE IN WATAUGA, GO
 QS0929'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 12, TURN LEFT ON THE
 QS0929'HIGHWAY AND GO EAST FOR 0.35 MILES TO A CROSS ROAD, TURN RIGHT
 QS0929'AND GO SOUTH, EAST AND SOUTH FOR 6.3 MILES TO A CROSS ROAD AT
 QS0929'THE PRAIRIE VIEW SCHOOL, CONTINUE SOUTH FOR 1.5 MILES ON THE
 QS0929'MAIN GRADED DIRT ROAD TO THE AZIMUTH MARK ON THE RIGHT AS
 QS0929'DESCRIBED, CONTINUE SOUTH FOR 0.75 MILE TO THE TOP OF THE
 QS0929'HILL AND THE STATION ON THE RIGHT.
 QS0929'
 QS0929'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0929'PRAIRIE VIEW 1952.
 QS0929'
 QS0929'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTER OF THE GRADED
 QS0929'ROAD AND 2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 4
 QS0929'INCHES AND THE DISK IS STAMPED PRAIRIE VIEW NO 1 1952.
 QS0929'
 QS0929'REFERENCE MARK 2 IS 38 FEET WEST OF THE CENTER OF THE GRADED
 QS0929'ROAD AND 1 FOOT EAST OF THE WIRE FENCE.  THE MARK PROJECTS
 QS0929'4 INCHES AND THE DISK IS STAMPED PRAIRIE VIEW NO 2 1952.
 QS0929'
 QS0929'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF THE GRADED
 QS0929'ROAD AND 3 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE MARK
 QS0929'PROJECTS 6 INCHES AND THE DISK IS STAMPED PRAIRIE VIEW 1952.
 QS0929'
 QS0929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0929
 QS0929                          STATION RECOVERY (1972)
 QS0929
 QS0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RPS)
 QS0929'PRAIRIE VIEW 1952 - DESTROYED.
 QS0929'
 QS0929'R.M. 1 IS OK
 QS0929'
 QS0929'R.M. 2 IS OK.
 QS0929'
 QS0929'SUB-SURFACE MARK IS OK.
 QS0929'
 QS0929'AZIMUTH MARK WAS NOT FOUND- APPEARS TO HAVE BEEN GRADED OUT.
 QS0929
 QS0929                          STATION RECOVERY (1973)
 QS0929
 QS0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QS0929'THE UNDERGROUND STATION MARK, AND REFERENCE MARK NO. 2 WERE
 QS0929'RECOVERED IN GOOD CONDITION, THE UNDERGROUND MARK WAS FOUND
 QS0929'ABOUT 18-INCHES BELOW THE SURFACE.  REFERENCE MARK NO. 1
 QS0929'APPEARED TO BE IN GOOD CONDITION, BUT APPARENTLY HAS BEEN
 QS0929'MOVED SLIGHTLY DURING GRADING OPERATIONS, THE DISTANCE TO
 QS0929'THE MARK DIFFERED BY 0.05 FOOT AND THE ANGLE FROM REFERENCE
 QS0929'MARK NO. 2 DIFFERED BY NEARLY 6-MINUTES.  THE SURFACE
 QS0929'STATION MARK WAS GRADED OUT AND FOUND LYING IN THE DITCH,
 QS0929'THE DISK WAS REMOVED AT THIS TIME.  THE AZIMUTH MARK WAS NOT
 QS0929'FOUND, IT APPEARS TO HAVE BEEN GRADED OUT.  THE POSITION OF
 QS0929'THE UNDERGROUND STATION MARK WAS HELD AND THE MARK REMOVED,
 QS0929'A NEW STATION MARK WAS SET LOWER AND A SURFACE STATION MARK
 QS0929'PLUMBED OVER IT.  THE REFERENCE MARKS WERE LEFT AS FOUND,
 QS0929'A NEW AZIMUTH MARK WAS NOT SET - THE WATER TANK AT MC
 QS0929'INTOSH WAS OBSERVED.
 QS0929'
 QS0929'A NEW DESCRIPTION FOLLOWS--
 QS0929'
 QS0929'THE STATION IS LOCATED IN SEC. 4, T 21 N, R 21 E, ON THE
 QS0929'RIGHT-OF-WAY OF A GRADED DIRT ROAD, ABOUT 7 MILES SOUTH AND
 QS0929'7-1/2 MILES EAST OF WATAUGA, 2-1/4 MILES SOUTH OF PRAIRIE
 QS0929'VIEW SCHOOL, AT THE TOP OF A LOW HILL.
 QS0929'
 QS0929'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 QS0929'U.S. HIGHWAY 12 IN WATAUGA, GO EAST ON HIGHWAY 12 FOR 0.35
 QS0929'MILE TO A GRAVELED CROSSROAD TURN RIGHT AND GO SOUTH ON THE
 QS0929'GRAVELED ROAD FOR 6.3 MILES TO THE PRAIRIE VIEW SCHOOL ON THE
 QS0929'LEFT AT A GRADED CROSSROAD, CONTINUE SOUTH 2.0 MILES TO THE
 QS0929'STATION ON THE RIGHT AT THE TOP OF THE HILL AS DESCRIBED.
 QS0929'
 QS0929'THE STATION MARK IS A STANDARD DISK STAMPED PRAIRIE VIEW 1952
 QS0929'1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0929'2-INCHES.  IT IS 57 FEET NORTH OF A TELEPHONE POLE, 39 FEET
 QS0929'WEST OF THE CENTER OF THE ROAD, 2 FEET EAST OF A FENCE, AND
 QS0929'3.5 FEET SOUTH OF A METAL WITNESS POST.
 QS0929'
 QS0929'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PRAIRIE VIEW
 QS0929'NO 1 1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0929'4-INCHES.  IT IS 45 FEET NORTH OF A POWER POLE, AND 35 FEET
 QS0929'EAST OF THE CENTER OF THE ROAD.
 QS0929'
 QS0929'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PRAIRIE VIEW
 QS0929'NO 2 1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0929'2-INCHES.  IT IS 40 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT
 QS0929'EAST OF A FENCE, AND 29.5 FEET NORTH OF A METAL WITNESS POST.
 QS0929'
 QS0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 QS0929'MILES SSE OF WATAUGA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0705 ***********************************************************************
 PS0705  DESIGNATION -  PRATT
 PS0705  PID         -  PS0705
 PS0705  STATE/COUNTY-  SD/HYDE
 PS0705  COUNTRY     -  US
 PS0705  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0705
 PS0705                         *CURRENT SURVEY CONTROL
 PS0705  ______________________________________________________________________
 PS0705* NAD 83(1996) POSITION- 44 19 25.54551(N) 099 34 03.55105(W)   ADJUSTED
 PS0705* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 PS0705  ______________________________________________________________________
 PS0705  GEOID HEIGHT    -        -24.011 (meters)                     GEOID18
 PS0705  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 PS0705  HORZ ORDER      -  FIRST
 PS0705
 PS0705.The horizontal coordinates were established by classical geodetic methods
 PS0705.and adjusted by the National Geodetic Survey in January 1998.
 PS0705
 PS0705.The orthometric height was scaled from a topographic map.
 PS0705
 PS0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0705.GEOID18 height accuracy estimate available here.
 PS0705
 PS0705.Click photographs - Photos may exist for this station.
 PS0705
 PS0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0705
 PS0705. The following values were computed from the NAD 83(1996) position.
 PS0705
 PS0705;                    North         East     Units Scale Factor Converg.
 PS0705;SPC SD N     -    54,590.172   634,488.271   MT  1.00001909   +0 18 21.6
 PS0705;SPC SD N     -   179,101.26  2,081,650.27   sFT  1.00001909   +0 18 21.6
 PS0705;SPC SD S     -   221,409.774   661,075.439   MT  0.99998268   +0 31 41.5
 PS0705;SPC SD S     -   726,408.57  2,168,878.34   sFT  0.99998268   +0 31 41.5
 PS0705;UTM  14      - 4,907,990.134   454,737.115   MT  0.99962520   -0 23 47.9
 PS0705
 PS0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0705!SPC SD N     -   0.99990337  x   1.00001909  =   0.99992245
 PS0705!SPC SD S     -   0.99990337  x   0.99998268  =   0.99988605
 PS0705!UTM  14      -   0.99990337  x   0.99962520  =   0.99952860
 PS0705
 PS0705:                Primary Azimuth Mark                     Grid Az
 PS0705:SPC SD N     -  PRATT AZ MK                              089 06 54.7
 PS0705:SPC SD S     -  PRATT AZ MK                              088 53 34.8
 PS0705:UTM  14      -  PRATT AZ MK                              089 49 04.2
 PS0705
 PS0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5473707990(NAD 83)
 PS0705
 PS0705|---------------------------------------------------------------------|
 PS0705| PID    Reference Object                     Distance      Geod. Az  |
 PS0705|                                                           dddmmss.s |
 PS0705| PS0676 HIGHMORE MUNICIPAL TANK             APPROX.23.3 KM 0253038.0 |
 PS0705| CO6674 PRATT RM 1                           27.386 METERS 08316     |
 PS0705| CO6673 PRATT AZ MK                                        0892516.3 |
 PS0705| CO6675 PRATT RM 2                           28.882 METERS 27536     |
 PS0705|---------------------------------------------------------------------|
 PS0705
 PS0705                          SUPERSEDED SURVEY CONTROL
 PS0705
 PS0705  NAD 83(1986)-  44 19 25.54275(N)    099 34 03.55697(W) AD(       ) 1
 PS0705  NAD 27      -  44 19 25.59200(N)    099 34 02.14900(W) AD(       ) 1
 PS0705
 PS0705.Superseded values are not recommended for survey control.
 PS0705
 PS0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0705.See file dsdata.pdf to determine how the superseded data were derived.
 PS0705
 PS0705_MARKER: DS = TRIANGULATION STATION DISK
 PS0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0705_STAMPING: PRATT 1951
 PS0705_MARK LOGO: CGS
 PS0705_PROJECTION: FLUSH
 PS0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0705+STABILITY: SURFACE MOTION
 PS0705
 PS0705  HISTORY     - Date     Condition        Report By
 PS0705  HISTORY     - 1951     MONUMENTED       CGS
 PS0705
 PS0705                          STATION DESCRIPTION
 PS0705
 PS0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0705'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF HIGHMORE,
 PS0705'ALONG THE NORTH SIDE OF AN OLD UN-USED SECTION LINE ROAD.
 PS0705'IT IS 22 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 PS0705'11 FEET SOUTH OF A WHITE WITNESS POST AND 11 FEET SOUTH OF A
 PS0705'FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 PS0705'DISK IS STAMPED PRATT 1951.
 PS0705'
 PS0705'REFERENCE MARK NO 1 IS 28 FEET NORTH OF THE APPROXIMATE
 PS0705'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE
 PS0705'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED PRATT
 PS0705'NO 1 1951.
 PS0705'
 PS0705'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE APPROXIMATE
 PS0705'CENTERLINE OF THE ROAD AND 2 FOOT SOUTH OF A FENCELINE.  THE
 PS0705'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED PRATT
 PS0705'NO 2 1951.
 PS0705'
 PS0705'AZIMUTH MARK IS 32 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PS0705'OF A TRACK ROAD, 41 FEET WEST OF THE APPROXIMATE CENTERLINE
 PS0705'OF A TRACK ROAD, 1.5 FEET SOUTH OF A FENCELINE AND 1.5 FEET
 PS0705'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES
 PS0705'AND THE DISK IS STAMPED PRATT 1951.
 PS0705'
 PS0705'TO REACH THE STATION FROM THE POST OFFICE IN HIGHMORE, GO
 PS0705'WEST FOR 0.05 MILE TO A CROSS STREETS.  TURN LEFT (SOUTH)
 PS0705'AND FOLLOW MAIN TRAVELED ROAD (STATE HIGHWAY NO. 47) 11.45 MILES
 PS0705'TO A GRAVEL CROSS ROADS.  TURN RIGHT (WEST) FOLLOW GRAVEL
 PS0705'THENCE DIRT ROAD FOR 6.0 MILES TO A CROSSROADS.  TURN LEFT AND
 PS0705'GO SOUTH ON TRACK ROAD FOR 2.0 MILES TO A CROSSROADS AND
 PS0705'AZIMUTH MARK IN NORTHWEST ANGLE OF ROADS AS DESCRIBED.  TURN
 PS0705'RIGHT (WEST) AND GO 0.26 MILE TO STATION ON RIGHT AS
 PS0705'DESCRIBED.
 PS0705'
 PS0705'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0397 ***********************************************************************
 QQ0397  DESIGNATION -  PREACHER HILL
 QQ0397  PID         -  QQ0397
 QQ0397  STATE/COUNTY-  SD/ROBERTS
 QQ0397  COUNTRY     -  US
 QQ0397  USGS QUAD   -  SUMMIT NE (2017)
 QQ0397
 QQ0397                         *CURRENT SURVEY CONTROL
 QQ0397  ______________________________________________________________________
 QQ0397* NAD 83(1996) POSITION- 45 28 14.54192(N) 097 06 19.32935(W)   ADJUSTED
 QQ0397* NAVD 88 ORTHO HEIGHT -   650.9   (meters)     2135.    (feet) VERTCON3
 QQ0397  ______________________________________________________________________
 QQ0397  GEOID HEIGHT    -        -25.355 (meters)                     GEOID18
 QQ0397  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC18
 QQ0397  HORZ ORDER      -  FIRST
 QQ0397
 QQ0397.The horizontal coordinates were established by classical geodetic methods
 QQ0397.and adjusted by the National Geodetic Survey in January 1998.
 QQ0397
 QQ0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0397
 QQ0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0397.GEOID18 height accuracy estimate available here.
 QQ0397
 QQ0397.Click photographs - Photos may exist for this station.
 QQ0397
 QQ0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0397
 QQ0397. The following values were computed from the NAD 83(1996) position.
 QQ0397
 QQ0397;                    North         East     Units Scale Factor Converg.
 QQ0397;SPC SD N     -   185,998.623   826,300.076   MT  0.99996589   +2 02 55.1
 QQ0397;SPC SD N     -   610,230.48  2,710,952.83   sFT  0.99996589   +2 02 55.1
 QQ0397;UTM  14      - 5,036,987.960   648,097.772   MT  0.99986967   +1 21 03.3
 QQ0397
 QQ0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0397!SPC SD N     -   0.99990194  x   0.99996589  =   0.99986784
 QQ0397!UTM  14      -   0.99990194  x   0.99986967  =   0.99977162
 QQ0397
 QQ0397:                Primary Azimuth Mark                     Grid Az
 QQ0397:SPC SD N     -  BETHEL LUTHERAN CHURCH SPIRE             342 03 09.7
 QQ0397:UTM  14      -  BETHEL LUTHERAN CHURCH SPIRE             342 45 01.5
 QQ0397
 QQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4809736987(NAD 83)
 QQ0397
 QQ0397|---------------------------------------------------------------------|
 QQ0397| PID    Reference Object                     Distance      Geod. Az  |
 QQ0397|                                                           dddmmss.s |
 QQ0397| QQ0594 PEAVER OPEN BELFRY                  APPROX.14.2 KM 0562751.5 |
 QQ0397| QQ0589 BROWNS VALLEY WATER TOWER           APPROX.25.4 KM 0571113.1 |
 QQ0397| QQ0591 BROWNS VALLEY LARGE BLDG SPIRE      APPROX.25.4 KM 0573958.7 |
 QQ0397| CO6678 PREACHER HILL RM                    149.928 METERS 07823     |
 QQ0397| QQ0574 WILMOT EASTERN WHITE SPIRE          APPROX.20.6 KM 1093150.2 |
 QQ0397| QQ0573 WILMOT W HIGHER WHITE SPIRE         APPROX.20.3 KM 1101845.0 |
 QQ0397| CO6679 PREACHER HILL RM 2                   10.802 METERS 16040     |
 QQ0397| QQ0398 SUMMIT HIGH SCHOOL SPIRE            APPROX.19.2 KM 1641449.0 |
 QQ0397| QQ0432 WEBSTER COURTHOUSE TOWER            APPROX.36.1 KM 2445854.2 |
 QQ0397| QQ0431 WEBSTER WATER WORKS TANK            APPROX.35.7 KM 2451846.0 |
 QQ0397| QQ0430 WEBSTER HI CH SPIRE N PT TOWN       APPROX.35.7 KM 2452053.5 |
 QQ0397| QQ0423 ROSLYN HIGH SHARP SPIRE             APPROX.28.5 KM 2734857.6 |
 QQ0397| CO6676 PREACHER HILL AZ MK                                2803730.0 |
 QQ0397| QQ0379 WIST HIGH CHIMNEY LARGE BLDG        APPROX.13.9 KM 3063526.7 |
 QQ0397| QQ0378 WIST CHURCH NEAR SPIRE              APPROX.13.2 KM 3073723.7 |
 QQ0397| QQ0380 BETHEL LUTHERAN CHURCH SPIRE        APPROX. 8.5 KM 3440604.8 |
 QQ0397|---------------------------------------------------------------------|
 QQ0397
 QQ0397                          SUPERSEDED SURVEY CONTROL
 QQ0397
 QQ0397  NAD 83(1986)-  45 28 14.54235(N)    097 06 19.31673(W) AD(       ) 1
 QQ0397  NAD 27      -  45 28 14.68500(N)    097 06 18.02300(W) AD(       ) 1
 QQ0397  USSD        -  45 28 14.84700(N)    097 06 18.45700(W) AD(       ) 3
 QQ0397  NGVD 29 (07/19/86)  650.6    (m)         2135.     (f) VERT ANG       
 QQ0397
 QQ0397.Superseded values are not recommended for survey control.
 QQ0397
 QQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0397.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0397
 QQ0397_MARKER: N = NAIL
 QQ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0397
 QQ0397  HISTORY     - Date     Condition        Report By
 QQ0397  HISTORY     - 1903     MONUMENTED       CGS
 QQ0397  HISTORY     - 1935     GOOD             CGS
 QQ0397  HISTORY     - 1952     GOOD             CGS
 QQ0397  HISTORY     - 1964     GOOD             SDDT
 QQ0397  HISTORY     - 1975     GOOD             NGS
 QQ0397
 QQ0397                          STATION DESCRIPTION
 QQ0397
 QQ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QQ0397'IN SISSETON INDIAN RESERVATION, ABOUT 7 MILES WEST AND FIVE MILES
 QQ0397'SOUTH OF PEEVER, IN NORTHEAST CORNER OF NE 1/4 OF SEC. 1, T. 123
 QQ0397'N., R. 52 W. OF THE FIFTH PRINCIPAL MERIDIAN, ON DEAD INDIAN LAND
 QQ0397'LEASED IN 1903 TO J.E. AIKEN, AND ON HIGH ROUNDED HILL KNOWN IN
 QQ0397'VICINITY AS PREACHER HILL.  SURFACE AND UNDERGROUND MARKS ARE
 QQ0397'NAILS IN TERRA-COTTA PIPES FILLED WITH AND SET IN CONCRETE.
 QQ0397'IN 1935, UPPER MARK HAD BEEN SLIGHTLY EXPOSED
 QQ0397'ON ONE SIDE, BUT WAS FIRMLY IN PLACE.  REFERENCE MARK IS NAIL
 QQ0397'IN TERRA-COTTA PIPE FILLED WITH AND SET IN CONCRETE,
 QQ0397'FLUSH WITH SURFACE OF GROUND, ABOUT 10 FEET SOUTH OF
 QQ0397'HIGHEST POINT OF ROCKY KNOLL, AND 149.97 METERS (492.0 FEET)
 QQ0397'FROM STATION N 78 DEG 23 MIN E.  IT IS 3.50
 QQ0397'METERS (11.5 FEET) LOWER IN ELEVATION THAN STATION.
 QQ0397'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 QQ0397'STATION--KINSMANS HOUSE, STOVEPIPE CHIMNEY, ABOUT 3/4 MILE,
 QQ0397'S 88 DEG 41 MIN W.  MRS. LENTZS HOUSE, WEST GABLE, ABOUT
 QQ0397'3/4 MILE, N 76 DEG 04 MIN E, AND MRS. ECHARTS HOUSE, WEST GABLE,
 QQ0397'ABOUT 1-1/4 MILES, S 53 DEG 49 MIN E.
 QQ0397
 QQ0397                          STATION RECOVERY (1952)
 QQ0397
 QQ0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0397'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  REFERENCE
 QQ0397'MARK NO. 2 AND AN AZIMUTH MARK WERE ESTABLISHED.  DESCRIPTION
 QQ0397'FOLLOWS--
 QQ0397'
 QQ0397'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF ORTLEY,
 QQ0397'IN THE NORTHEAST 1/4 OF SECTION 1, T 123 N, R 52 W, ON THE CREST
 QQ0397'OF A PROMINENT HILL LOCALLY KNOWN AS PREACHER HILL, 0.05 MILE
 QQ0397'SOUTH OF A GRAVELED ROAD, AND 7.5 FEET NORTHEAST OF A 4 IN X 4 IN
 QQ0397'WITNESS POST.
 QQ0397'
 QQ0397'TO REACH THE STATION FROM THE NORTH EDGE OF ORTLEY, GO EAST ON
 QQ0397'U.S. HIGHWAY NO. 12 FOR 2.6 MILES.  THEN LEFT, NORTH, ON A
 QQ0397'GRAVELED ROAD FOR 7.1 MILES TO A CHURCH ON THE LEFT.  CONTINUE
 QQ0397'NORTH AND EAST FOR 1.35 MILES.  THEN LEFT, NORTH AND NORTHEAST FOR
 QQ0397'2.6 MILES TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT, EAST, FOR
 QQ0397'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR
 QQ0397'0.25 MILE.  THEN RIGHT, SOUTH, ON A TRACK ROAD FOR 0.05 MILE.
 QQ0397'THEN LEFT, EAST, ACROSS PASTURE LAND FOR 0.1 MILE TO THE CREST
 QQ0397'OF THE HILL AND THE STATION.
 QQ0397'
 QQ0397'THE STATION MARK IS A NAIL SET IN THE CENTER OF A 4-INCH
 QQ0397'TERRA-COTTA PIPE THAT IS FILLED WITH AND SET IN CONCRETE.  IT IS
 QQ0397'FLUSH WITH THE GROUND.
 QQ0397'
 QQ0397'REFERENCE MARK NO. 1 IS 12 FEET WEST OF A WIRE FENCE, AND 3 FEET
 QQ0397'NORTH OF A 4 IN X 4 IN WITNESS POST.  IT IS A NAIL SET IN THE
 QQ0397'CENTER OF A 4-INCH TERRA-COTTA PIPE THAT IS FILLED WITH AND SET
 QQ0397'IN CONCRETE.  IT IS FLUSH WITH THE GROUND.
 QQ0397'
 QQ0397'REFERENCE MARK NO. 2 IS AT THE SOUTH SLOPE OF THE HILL, AND 31
 QQ0397'FEET SOUTHEAST OF THE 4 IN X 4 IN WITNESS POST.  IT PROJECTS 8
 QQ0397'INCHES, AND THE DISK IS STAMPED PREACHER HILL NO 2 1903.
 QQ0397'
 QQ0397'THE AZIMUTH MARK IS ON THE CREST OF A LOW HILL, 45 FEET SOUTH OF
 QQ0397'THE CENTER OF THE GRAVELED ROAD, 10 FEET SOUTH OF THE ROAD
 QQ0397'RIGHT-OF-WAY EMBANKMENT, AND 9 FEET SOUTH OF A 4 IN X 4 IN WITNESS
 QQ0397'POST.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QQ0397'PREACHER HILL 1903.
 QQ0397
 QQ0397                          STATION RECOVERY (1964)
 QQ0397
 QQ0397'RECOVERY NOTE BY SD DEPT OF TRANSP 1964 (DWH)
 QQ0397'U.S.C. AND G.S. 1903 - GOOD.
 QQ0397'
 QQ0397'WITNESS POST HAS BEEN BROKEN.
 QQ0397'
 QQ0397'PRESENT LANDOWNER--MRS. CHRIST HEMMINGER PEEVER, SO. DAK.
 QQ0397
 QQ0397                          STATION RECOVERY (1975)
 QQ0397
 QQ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QQ0397'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 QQ0397'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND,
 QQ0397'APPARENTLY DESTROYED BY GRADING OPERATIONS, A LARGE AMOUNT OF
 QQ0397'EARTH HAS BEEN MOVED AT THE AZIMUTH MARK LOCATION.  A METAL
 QQ0397'WITNESS POST WAS SET IN THE FENCE LINE 12 FEET EAST OF REFERENCE
 QQ0397'MARK NO. 1.
 QQ0397'
 QQ0397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0397'ABOUT 10 MILES NNE OF ORTLEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8957 ***********************************************************************
 AB8957  CBN         -  This is a Cooperative Base Network Control Station.
 AB8957  DESIGNATION -  PRES A
 AB8957  PID         -  AB8957
 AB8957  STATE/COUNTY-  SD/KINGSBURY
 AB8957  COUNTRY     -  US
 AB8957  USGS QUAD   -  LAKE PRESTON WEST (2017)
 AB8957
 AB8957                         *CURRENT SURVEY CONTROL
 AB8957  ______________________________________________________________________
 AB8957* NAD 83(2011) POSITION- 44 21 14.70457(N) 097 22 52.07527(W)   ADJUSTED
 AB8957* NAD 83(2011) ELLIP HT-   499.384 (meters)        (06/27/12)   ADJUSTED
 AB8957* NAD 83(2011) EPOCH   -  2010.00
 AB8957* NAVD 88 ORTHO HEIGHT -   524.564 (meters)     1721.01  (feet) ADJUSTED
 AB8957  ______________________________________________________________________
 AB8957  GEOID HEIGHT    -        -25.168 (meters)                     GEOID18
 AB8957  NAD 83(2011) X  -   -586,899.850 (meters)                     COMP
 AB8957  NAD 83(2011) Y  - -4,530,559.193 (meters)                     COMP
 AB8957  NAD 83(2011) Z  -  4,436,658.057 (meters)                     COMP
 AB8957  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 AB8957  DYNAMIC HEIGHT  -        524.462 (meters)     1720.67  (feet) COMP
 AB8957  MODELED GRAVITY -    980,407.1   (mgal)                       NAVD 88
 AB8957
 AB8957  VERT ORDER      -  FIRST     CLASS II
 AB8957
 AB8957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8957  Standards:
 AB8957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8957  -------------------------------------------------------------------
 AB8957  NETWORK    0.92   2.76           0.43   0.30   1.41     -0.07856321
 AB8957  -------------------------------------------------------------------
 AB8957  Click here for local accuracies and other accuracy information.
 AB8957
 AB8957.The horizontal coordinates were established by GPS observations
 AB8957.and adjusted by the National Geodetic Survey in June 2012.
 AB8957
 AB8957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8957.been affixed to the stable North American tectonic plate. See 
 AB8957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8957
 AB8957.The horizontal coordinates are valid at the epoch date displayed above
 AB8957.which is a decimal equivalence of Year/Month/Day.
 AB8957
 AB8957.The orthometric height was determined by differential leveling and
 AB8957.adjusted by the NATIONAL GEODETIC SURVEY
 AB8957.in October 1997.
 AB8957
 AB8957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8957.GEOID18 height accuracy estimate available here.
 AB8957
 AB8957.Click photographs - Photos may exist for this station.
 AB8957
 AB8957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8957
 AB8957.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8957
 AB8957.The ellipsoidal height was determined by GPS observations
 AB8957.and is referenced to NAD 83.
 AB8957
 AB8957.The dynamic height is computed by dividing the NAVD 88
 AB8957.geopotential number by the normal gravity value computed on the
 AB8957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8957.degrees latitude (g = 980.6199 gals.).
 AB8957
 AB8957.The modeled gravity was interpolated from observed gravity values.
 AB8957
 AB8957. The following values were computed from the NAD 83(2011) position.
 AB8957
 AB8957;                    North         East     Units Scale Factor Converg.
 AB8957;SPC SD N     -    61,244.418   808,762.416   MT  1.00001258   +1 51 12.5
 AB8957;SPC SD N     -   200,932.73  2,653,414.69   sFT  1.00001258   +1 51 12.5
 AB8957;UTM  14      - 4,912,475.842   629,017.337   MT  0.99980471   +1 07 54.8
 AB8957
 AB8957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8957!SPC SD N     -   0.99992170  x   1.00001258  =   0.99993428
 AB8957!UTM  14      -   0.99992170  x   0.99980471  =   0.99972643
 AB8957
 AB8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2901712475(NAD 83)
 AB8957
 AB8957                          SUPERSEDED SURVEY CONTROL
 AB8957
 AB8957  NAD 83(2007)-  44 21 14.70453(N)    097 22 52.07622(W) AD(2002.00) 0
 AB8957  ELLIP H (02/10/07)  499.413  (m)                       GP(2002.00)    
 AB8957  ELLIP H (04/15/04)  499.428  (m)                       GP(       ) 2 1
 AB8957  NAD 83(1996)-  44 21 14.70416(N)    097 22 52.07563(W) AD(       ) B
 AB8957  ELLIP H (04/18/97)  499.456  (m)                       GP(       ) 4 1
 AB8957  NAVD 88 (04/18/97)  524.6    (m)  GEOID96  model used  GPS OBS        
 AB8957
 AB8957.Superseded values are not recommended for survey control.
 AB8957
 AB8957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8957.See file dsdata.pdf to determine how the superseded data were derived.
 AB8957
 AB8957_MARKER: Z = SEE DESCRIPTION
 AB8957_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB8957_STAMPING: PRES A 1994
 AB8957_MARK LOGO: NGS
 AB8957_PROJECTION: PROJECTING 5 CENTIMETERS
 AB8957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8957+STABILITY: POSITION/ELEVATION WELL
 AB8957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8957+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1996
 AB8957_ROD/PIPE-DEPTH: 6.4 meters
 AB8957_SLEEVE-DEPTH  : 1.8 meters
 AB8957
 AB8957  HISTORY     - Date     Condition        Report By
 AB8957  HISTORY     - 1994     MONUMENTED       SDDT
 AB8957  HISTORY     - 19941114 GOOD             NGS
 AB8957  HISTORY     - 19960627 GOOD             NGS
 AB8957
 AB8957                          STATION DESCRIPTION
 AB8957
 AB8957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8957'14.9 KM (9.25 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8957'STATE HIGHWAY 25 IN DE SMET, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A
 AB8957'GRAVELED ROAD (MAIN AVENUE SOUTH), THENCE 0.3 KM (0.20 MI) WESTERLY
 AB8957'ALONG A DIRT ROAD, 80.2 M (263.1 FT) SOUTH OF THE MOST SOUTHWESTERLY
 AB8957'OF THREE BLUE-RED RUNWAY LIGHTS, 31.9 M (104.7 FT) WEST OF A FENCE
 AB8957'CORNER, 10.8 M (35.4 FT) NORTH OF THE ROAD CENTER, 2.0 M (6.6 FT)
 AB8957'NORTHEAST OF AN OFFSET IN A FENCE, 0.3 M (1.0 FT) SOUTH OF A METAL
 AB8957'GUARD POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST. NOTE--THE
 AB8957'DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT
 AB8957'IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. ACCESS TO THE DATUM
 AB8957'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC CAP.
 AB8957
 AB8957                          STATION RECOVERY (1996)
 AB8957
 AB8957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB8957'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE LAKE PRESTON
 AB8957'MUNICIPAL AIRPORT IN LAKE PRESTON.  OWNERSHIP--CITY OF LAKE PRESTON,
 AB8957'HARLEY RAUCH, AIRPORT MANAGER, PO BOX 66, LAKE PRESTON, SD 57249,
 AB8957'PHONE 605-847-4374.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB8957'HIGHWAY 14 AND MAIN AVENUE SOUTH IN LAKE PRESTON, GO SOUTH ON MAIN
 AB8957'AVENUE FOR 0.50 MI (0.80 KM) TO A DIRT ROAD RIGHT, TURN RIGHT ON THE
 AB8957'DIRT ROAD AND GO 0.2 MI (0.3 KM) TO THE STATION ON RIGHT.  THE STATION
 AB8957'IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AB8957'PIPE CAP THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB8957'LOCATED 82.0 M (269.0 FT) SOUTH OF THE MOST SOUTHWESTERLY OF THREE
 AB8957'BLUE RUNWAY LIGHTS, 10.8 M (35.4 FT) NORTH OF AND LEVEL WITH THE ROAD
 AB8957'CENTER, 2.1 M (6.9 FT) NORTHEAST OF A T-FENCE CORNER, 1.8 M (5.9 FT)
 AB8957'NORTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A METAL GUARD POST, 0.3 M
 AB8957'(1.0 FT) WEST OF A WITNESS POST, AND 0.06 M (0.20 FT) BELOW THE GROUND
 AB8957'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 AB8957'AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0478 ***********************************************************************
 QT0478  DESIGNATION -  PRESERVE
 QT0478  PID         -  QT0478
 QT0478  STATE/COUNTY-  SD/HARDING
 QT0478  COUNTRY     -  US
 QT0478  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 QT0478
 QT0478                         *CURRENT SURVEY CONTROL
 QT0478  ______________________________________________________________________
 QT0478* NAD 83(1996) POSITION- 45 32 46.41099(N) 103 19 31.53809(W)   ADJUSTED
 QT0478* NAVD 88 ORTHO HEIGHT -   910.383 (meters)     2986.81  (feet) ADJUSTED
 QT0478  ______________________________________________________________________
 QT0478  GEOID HEIGHT    -        -16.219 (meters)                     GEOID18
 QT0478  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 QT0478  DYNAMIC HEIGHT  -        910.240 (meters)     2986.35  (feet) COMP
 QT0478  MODELED GRAVITY -    980,427.1   (mgal)                       NAVD 88
 QT0478
 QT0478  HORZ ORDER      -  THIRD
 QT0478  VERT ORDER      -  FIRST     CLASS II
 QT0478
 QT0478.The horizontal coordinates were established by classical geodetic methods
 QT0478.and adjusted by the National Geodetic Survey in January 1998.
 QT0478
 QT0478.The orthometric height was determined by differential leveling and
 QT0478.adjusted by the NATIONAL GEODETIC SURVEY
 QT0478.in April 2000.
 QT0478
 QT0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0478.GEOID18 height accuracy estimate available here.
 QT0478
 QT0478.Click photographs - Photos may exist for this station.
 QT0478
 QT0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0478
 QT0478.The dynamic height is computed by dividing the NAVD 88
 QT0478.geopotential number by the normal gravity value computed on the
 QT0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0478.degrees latitude (g = 980.6199 gals.).
 QT0478
 QT0478.The modeled gravity was interpolated from observed gravity values.
 QT0478
 QT0478. The following values were computed from the NAD 83(1996) position.
 QT0478
 QT0478;                    North         East     Units Scale Factor Converg.
 QT0478;SPC SD N     -   195,678.420   340,382.956   MT  0.99997642   -2 21 12.7
 QT0478;SPC SD N     -   641,988.28  1,116,739.75   sFT  0.99997642   -2 21 12.7
 QT0478;UTM  13      - 5,044,995.805   630,721.587   MT  0.99981009   +1 11 43.8
 QT0478
 QT0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0478!SPC SD N     -   0.99985984  x   0.99997642  =   0.99983626
 QT0478!UTM  13      -   0.99985984  x   0.99981009  =   0.99966995
 QT0478
 QT0478:                Primary Azimuth Mark                     Grid Az
 QT0478:SPC SD N     -  PRESERVE AZ MK                           332 33 08.6
 QT0478:UTM  13      -  PRESERVE AZ MK                           329 00 12.1
 QT0478
 QT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3072144995(NAD 83)
 QT0478
 QT0478|---------------------------------------------------------------------|
 QT0478| PID    Reference Object                     Distance      Geod. Az  |
 QT0478|                                                           dddmmss.s |
 QT0478| AI2545 PRESERVE RM 1                        10.038 METERS 14403     |
 QT0478| AI2546 PRESERVE RM 2                        10.622 METERS 23756     |
 QT0478| CQ9259 PRESERVE AZ MK                                     3301155.9 |
 QT0478|---------------------------------------------------------------------|
 QT0478
 QT0478                          SUPERSEDED SURVEY CONTROL
 QT0478
 QT0478  NAD 83(1993)-  45 32 46.40154(N)    103 19 31.53387(W) AD(       ) 3
 QT0478  NAD 83(1986)-  45 32 46.39935(N)    103 19 31.53342(W) AD(       ) 3
 QT0478  NAD 27      -  45 32 46.41700(N)    103 19 29.87500(W) AD(       ) 3
 QT0478
 QT0478.Superseded values are not recommended for survey control.
 QT0478
 QT0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0478.See file dsdata.pdf to determine how the superseded data were derived.
 QT0478
 QT0478_MARKER: DS = TRIANGULATION STATION DISK
 QT0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0478_STAMPING: PRESERVE 1952
 QT0478_MARK LOGO: CGS
 QT0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0478+STABILITY: SURFACE MOTION
 QT0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0478+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0478
 QT0478  HISTORY     - Date     Condition        Report By
 QT0478  HISTORY     - 1952     MONUMENTED       CGS
 QT0478  HISTORY     - 19990527 GOOD             NGS
 QT0478
 QT0478                          STATION DESCRIPTION
 QT0478
 QT0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0478'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST-SOUTHEAST OF
 QT0478'BUFFALO, ABOUT 1/4 MILE SOUTH OF STATE HIGHWAY NO. 8, IN THE
 QT0478'SOUTHEAST 1/4 OF SECTION 1, T 18 N, R 6 E, NEAR THE NORTHWEST
 QT0478'EDGE OF A LOW, PROMINENT RIDGE, 135 FEET EAST OF THE STEEP
 QT0478'WESTERLY SLOPE OF THE RIDGE, AND 6 FEET SOUTHEAST OF A 4 IN
 QT0478'X 4 IN WITNESS POST.
 QT0478'
 QT0478'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 QT0478'AND U.S. HIGHWAY NO. 85 IN BUFFALO, GO SOUTH ON NO. 85 FOR 1.5
 QT0478'MILES.  THEN LEFT, EASTERLY, ON STATE HIGHWAY NO. 8 FOR 11.0
 QT0478'MILES TO A GRAVELED SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK.
 QT0478'TURN RIGHT, SOUTH, FOR 0.3 MILE.  THEN SHARP LEFT, NORTHEASTERLY,
 QT0478'ACROSS PASTURE LAND FOR 0.15 MILE TO THE CREST OF THE RIDGE
 QT0478'AND THE STATION.
 QT0478'
 QT0478'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0478'PRESERVE 1952.
 QT0478'
 QT0478'REFERENCE MARK NO. 1 IS ON THE SOUTHEASTERLY SLOPE OF THE RIDGE.
 QT0478'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED PRESERVE NO 1
 QT0478'1952.
 QT0478'
 QT0478'REFERENCE MARK NO. 2 IS ON THE SOUTHWESTERLY SLOPE OF THE RIDGE,
 QT0478'AND 105 FEET EAST OF THE STEEP WEST SLOPE.  IT PROJECTS 8
 QT0478'INCHES, AND THE DISK IS STAMPED PRESERVE NO 2 1952.
 QT0478'
 QT0478'THE AZIMUTH MARK IS 55 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 QT0478'42 FEET NORTHEAST OF THE EAST EDGE OF A CATTLE GUARD, 14 FEET
 QT0478'SOUTHWEST OF A FENCE CORNER, 6 FEET SOUTHWEST OF A TELEPHONE
 QT0478'POLE, AND 2 FEET NORTHEAST OF A 4 IN X 4 IN WITNESS POST.
 QT0478'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED PRESERVE 1952.
 QT0478
 QT0478                          STATION RECOVERY (1999)
 QT0478
 QT0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0478'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0478'STATE HIGHWAY 20 IN BUFFALO, THENCE 17.1 KM (10.60 MI) EASTERLY ALONG
 QT0478'STATE HIGHWAY 20, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG A DRIVEWAY,
 QT0478'145.9 M (478.7 FT) EAST OF THE DRIVEWAY CENTER, 20.0 M (65.6 FT) ABOVE
 QT0478'THE LEVEL OF THE DRIVEWAY, 10.9 M (35.8 FT) NORTHEAST OF REFERENCE
 QT0478'MARK 2, 10.1 M (33.1 FT) NORTHWEST OF REFERENCE MARK 1, 1.7 M (5.6 FT)
 QT0478'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 QT0478'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 QT0478'JAMES DOOLITTLE, PRAIRIE HILLS RANCHETTES NUMBER 2, BELLE FOURCHE, SD
 QT0478'57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3984 ***********************************************************************
 AI3984  DESIGNATION -  PRESERVE AZ MK 2
 AI3984  PID         -  AI3984
 AI3984  STATE/COUNTY-  SD/HARDING
 AI3984  COUNTRY     -  US
 AI3984  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI3984
 AI3984                         *CURRENT SURVEY CONTROL
 AI3984  ______________________________________________________________________
 AI3984* NAD 83(1986) POSITION- 45 32 59.     (N) 103 19 42.     (W)   SCALED
 AI3984* NAVD 88 ORTHO HEIGHT -   883.902 (meters)     2899.94  (feet) ADJUSTED
 AI3984  ______________________________________________________________________
 AI3984  GEOID HEIGHT    -        -16.212 (meters)                     GEOID18
 AI3984  DYNAMIC HEIGHT  -        883.763 (meters)     2899.48  (feet) COMP
 AI3984  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 AI3984
 AI3984  VERT ORDER      -  FIRST     CLASS II
 AI3984
 AI3984.The horizontal coordinates were scaled from a map and have
 AI3984.an estimated accuracy of +/- 6 seconds.
 AI3984
 AI3984.The orthometric height was determined by differential leveling and
 AI3984.adjusted by the NATIONAL GEODETIC SURVEY
 AI3984.in April 2000.
 AI3984
 AI3984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3984.GEOID18 height accuracy estimate available here.
 AI3984
 AI3984.Click photographs - Photos may exist for this station.
 AI3984
 AI3984.The dynamic height is computed by dividing the NAVD 88
 AI3984.geopotential number by the normal gravity value computed on the
 AI3984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3984.degrees latitude (g = 980.6199 gals.).
 AI3984
 AI3984.The modeled gravity was interpolated from observed gravity values.
 AI3984
 AI3984;                    North         East    Units  Estimated Accuracy
 AI3984;SPC SD N     -   196,080.      340,170.      MT  (+/- 180 meters Scaled)
 AI3984
 AI3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL304453(NAD 83)
 AI3984
 AI3984                          SUPERSEDED SURVEY CONTROL
 AI3984
 AI3984.No superseded survey control is available for this station.
 AI3984
 AI3984_MARKER: DZ = AZIMUTH MARK DISK
 AI3984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3984_STAMPING: PRESERVE 1952 NO 2 1995
 AI3984_MARK LOGO: NGS
 AI3984_PROJECTION: PROJECTING 10 CENTIMETERS
 AI3984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3984+STABILITY: SURFACE MOTION
 AI3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3984+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI3984
 AI3984  HISTORY     - Date     Condition        Report By
 AI3984  HISTORY     - 1995     MONUMENTED       NGS
 AI3984  HISTORY     - 19990527 GOOD             NGS
 AI3984
 AI3984                          STATION DESCRIPTION
 AI3984
 AI3984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3984'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI3984'STATE HIGHWAY 20 IN BUFFALO, THENCE 17.1 KM (10.60 MI) EASTERLY ALONG
 AI3984'STATE HIGHWAY 20, 425.4 M (1395.7 FT) WEST OF MILEPOST 40, 67.7 M
 AI3984'(222.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 42.6 M (139.8 FT) SOUTH OF
 AI3984'A FENCE, 28.6 M (93.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 6.4 M
 AI3984'(21.0 FT) NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT)
 AI3984'NORTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AI3984'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AI3984'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY JAMES DOOLITTLE,
 AI3984'PRAIRIE HILLS RANCHETTES NUMBER 2, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2545 ***********************************************************************
 AI2545  DESIGNATION -  PRESERVE RM 1
 AI2545  PID         -  AI2545
 AI2545  STATE/COUNTY-  SD/HARDING
 AI2545  COUNTRY     -  US
 AI2545  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI2545
 AI2545                         *CURRENT SURVEY CONTROL
 AI2545  ______________________________________________________________________
 AI2545* NAD 83(1986) POSITION- 45 32 46.15   (N) 103 19 31.27   (W)   HD_HELD1
 AI2545* NAVD 88 ORTHO HEIGHT -   909.917 (meters)     2985.29  (feet) ADJUSTED
 AI2545  ______________________________________________________________________
 AI2545  GEOID HEIGHT    -        -16.219 (meters)                     GEOID18
 AI2545  DYNAMIC HEIGHT  -        909.774 (meters)     2984.82  (feet) COMP
 AI2545  MODELED GRAVITY -    980,427.1   (mgal)                       NAVD 88
 AI2545
 AI2545  VERT ORDER      -  FIRST     CLASS II
 AI2545
 AI2545.The horizontal coordinates were determined by differentially corrected
 AI2545.hand held GPS observations or other comparable positioning techniques
 AI2545.and have an estimated accuracy of +/- 3 meters.
 AI2545
 AI2545.The orthometric height was determined by differential leveling and
 AI2545.adjusted by the NATIONAL GEODETIC SURVEY
 AI2545.in April 2000.
 AI2545
 AI2545.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2545.GEOID18 height accuracy estimate available here.
 AI2545
 AI2545.Click photographs - Photos may exist for this station.
 AI2545
 AI2545.The dynamic height is computed by dividing the NAVD 88
 AI2545.geopotential number by the normal gravity value computed on the
 AI2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2545.degrees latitude (g = 980.6199 gals.).
 AI2545
 AI2545.The modeled gravity was interpolated from observed gravity values.
 AI2545
 AI2545;                    North         East    Units  Estimated Accuracy
 AI2545;SPC SD N     -   195,670.1     340,388.4     MT  (+/- 3 meters HH1 GPS) 
 AI2545
 AI2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3072744987(NAD 83)
 AI2545
 AI2545                          SUPERSEDED SURVEY CONTROL
 AI2545
 AI2545.No superseded survey control is available for this station.
 AI2545
 AI2545_MARKER: DR = REFERENCE MARK DISK
 AI2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2545_STAMPING: PRESERVE NO 1 1952
 AI2545_MARK LOGO: CGS
 AI2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2545+STABILITY: SURFACE MOTION
 AI2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2545+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2545
 AI2545  HISTORY     - Date     Condition        Report By
 AI2545  HISTORY     - 1952     MONUMENTED       CGS
 AI2545  HISTORY     - 19990527 GOOD             NGS
 AI2545
 AI2545                          STATION DESCRIPTION
 AI2545
 AI2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2545'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI2545'STATE HIGHWAY 20 IN BUFFALO, THENCE 17.1 KM (10.60 MI) EASTERLY ALONG
 AI2545'STATE HIGHWAY 20, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG A DRIVEWAY,
 AI2545'154.3 M (506.2 FT) EAST OF THE DRIVEWAY CENTER, 20.0 M (65.6 FT) ABOVE
 AI2545'THE LEVEL OF THE DRIVEWAY, 15.1 M (49.5 FT) EAST OF REFERENCE MARK 2,
 AI2545'10.1 M (33.1 FT) SOUTHEAST OF THE STATION MARK, AND THE MONUMENT
 AI2545'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI2545'IS ON PROPERTY OWNED BY JAMES DOOLITTLE, PRAIRIE HILLS RANCHETTES
 AI2545'NUMBER 2, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2546 ***********************************************************************
 AI2546  DESIGNATION -  PRESERVE RM 2
 AI2546  PID         -  AI2546
 AI2546  STATE/COUNTY-  SD/HARDING
 AI2546  COUNTRY     -  US
 AI2546  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 AI2546
 AI2546                         *CURRENT SURVEY CONTROL
 AI2546  ______________________________________________________________________
 AI2546* NAD 83(1986) POSITION- 45 32 46.23   (N) 103 19 31.95   (W)   HD_HELD1
 AI2546* NAVD 88 ORTHO HEIGHT -   909.804 (meters)     2984.92  (feet) ADJUSTED
 AI2546  ______________________________________________________________________
 AI2546  GEOID HEIGHT    -        -16.219 (meters)                     GEOID18
 AI2546  DYNAMIC HEIGHT  -        909.661 (meters)     2984.45  (feet) COMP
 AI2546  MODELED GRAVITY -    980,427.1   (mgal)                       NAVD 88
 AI2546
 AI2546  VERT ORDER      -  FIRST     CLASS II
 AI2546
 AI2546.The horizontal coordinates were determined by differentially corrected
 AI2546.hand held GPS observations or other comparable positioning techniques
 AI2546.and have an estimated accuracy of +/- 3 meters.
 AI2546
 AI2546.The orthometric height was determined by differential leveling and
 AI2546.adjusted by the NATIONAL GEODETIC SURVEY
 AI2546.in April 2000.
 AI2546
 AI2546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2546.GEOID18 height accuracy estimate available here.
 AI2546
 AI2546.Click photographs - Photos may exist for this station.
 AI2546
 AI2546.The dynamic height is computed by dividing the NAVD 88
 AI2546.geopotential number by the normal gravity value computed on the
 AI2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2546.degrees latitude (g = 980.6199 gals.).
 AI2546
 AI2546.The modeled gravity was interpolated from observed gravity values.
 AI2546
 AI2546;                    North         East    Units  Estimated Accuracy
 AI2546;SPC SD N     -   195,673.2     340,373.8     MT  (+/- 3 meters HH1 GPS) 
 AI2546
 AI2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3071244990(NAD 83)
 AI2546
 AI2546                          SUPERSEDED SURVEY CONTROL
 AI2546
 AI2546.No superseded survey control is available for this station.
 AI2546
 AI2546_MARKER: DR = REFERENCE MARK DISK
 AI2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2546_STAMPING: PRESERVE NO 2 1952
 AI2546_MARK LOGO: CGS
 AI2546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2546+STABILITY: SURFACE MOTION
 AI2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2546+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2546
 AI2546  HISTORY     - Date     Condition        Report By
 AI2546  HISTORY     - 1952     MONUMENTED       CGS
 AI2546  HISTORY     - 19990527 GOOD             NGS
 AI2546
 AI2546                          STATION DESCRIPTION
 AI2546
 AI2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2546'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AI2546'STATE HIGHWAY 20 IN BUFFALO, THENCE 17.1 KM (10.60 MI) EASTERLY ALONG
 AI2546'STATE HIGHWAY 20, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG A DRIVEWAY,
 AI2546'139.2 M (456.7 FT) EAST OF THE DRIVEWAY CENTER, 20.0 M (65.6 FT) ABOVE
 AI2546'THE LEVEL OF THE DRIVEWAY, 15.1 M (49.5 FT) WEST OF REFERENCE MARK 1,
 AI2546'10.9 M (35.8 FT) SOUTHWEST OF THE STATION MARK, AND THE MONUMENT
 AI2546'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI2546'IS ON PROPERTY OWNED BY JAMES DOOLITTLE, PRAIRIE HILLS RANCHETTES
 AI2546'NUMBER 2, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0668 ***********************************************************************
 OS0668  DESIGNATION -  PRESHO
 OS0668  PID         -  OS0668
 OS0668  STATE/COUNTY-  SD/LYMAN
 OS0668  COUNTRY     -  US
 OS0668  USGS QUAD   -  PRESHO (2017)
 OS0668
 OS0668                         *CURRENT SURVEY CONTROL
 OS0668  ______________________________________________________________________
 OS0668* NAD 83(1996) POSITION- 43 59 38.53146(N) 100 00 20.60308(W)   ADJUSTED
 OS0668* NAVD 88 ORTHO HEIGHT -   610.8   (meters)     2004.    (feet) VERTCON3
 OS0668  ______________________________________________________________________
 OS0668  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 OS0668  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 OS0668  HORZ ORDER      -  FIRST
 OS0668
 OS0668.The horizontal coordinates were established by classical geodetic methods
 OS0668.and adjusted by the National Geodetic Survey in January 1998.
 OS0668
 OS0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0668
 OS0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0668.GEOID18 height accuracy estimate available here.
 OS0668
 OS0668.Click photographs - Photos may exist for this station.
 OS0668
 OS0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0668
 OS0668. The following values were computed from the NAD 83(1996) position.
 OS0668
 OS0668;                    North         East     Units Scale Factor Converg.
 OS0668;SPC SD S     -   184,544.171   626,277.052   MT  0.99992833   +0 13 33.6
 OS0668;SPC SD S     -   605,458.67  2,054,710.63   sFT  0.99992833   +0 13 33.6
 OS0668;UTM  14      - 4,871,702.111   419,358.818   MT  0.99967998   -0 41 54.9
 OS0668
 OS0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0668!SPC SD S     -   0.99990811  x   0.99992833  =   0.99983645
 OS0668!UTM  14      -   0.99990811  x   0.99967998  =   0.99958812
 OS0668
 OS0668:                Primary Azimuth Mark                     Grid Az
 OS0668:SPC SD S     -  PRESHO AZ MK                             201 53 19.5
 OS0668:UTM  14      -  PRESHO AZ MK                             202 48 48.0
 OS0668
 OS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP1935871702(NAD 83)
 OS0668
 OS0668|---------------------------------------------------------------------|
 OS0668| PID    Reference Object                     Distance      Geod. Az  |
 OS0668|                                                           dddmmss.s |
 OS0668| CO3522 PRESHO RM                            31.078 METERS 00111     |
 OS0668| CO3523 PRESHO RM 2                          42.388 METERS 17925     |
 OS0668| CO3521 PRESHO AZ MK                                       2020653.1 |
 OS0668|---------------------------------------------------------------------|
 OS0668
 OS0668                          SUPERSEDED SURVEY CONTROL
 OS0668
 OS0668  NAD 83(1986)-  43 59 38.52877(N)    100 00 20.60632(W) AD(       ) 1
 OS0668  NAD 27      -  43 59 38.57000(N)    100 00 19.17300(W) AD(       ) 1
 OS0668  NGVD 29 (07/19/86)  610.4    (m)         2003.     (f) VERT ANG       
 OS0668
 OS0668.Superseded values are not recommended for survey control.
 OS0668
 OS0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0668.See file dsdata.pdf to determine how the superseded data were derived.
 OS0668
 OS0668_MARKER: DS = TRIANGULATION STATION DISK
 OS0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0668_STAMPING: PRESHO 1924
 OS0668_MARK LOGO: CGS
 OS0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0668+STABILITY: SURFACE MOTION
 OS0668
 OS0668  HISTORY     - Date     Condition        Report By
 OS0668  HISTORY     - 1924     MONUMENTED       CGS
 OS0668  HISTORY     - 1925     GOOD             CGS
 OS0668  HISTORY     - 1934     GOOD             CGS
 OS0668  HISTORY     - 1935     GOOD             SDGS
 OS0668  HISTORY     - 1948     GOOD             CGS
 OS0668
 OS0668                          STATION DESCRIPTION
 OS0668
 OS0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0668'STATION IS ABOUT 3 MILES E, AND 6 MILES N, OF THE TOWN OF
 OS0668'PRESHO, ON THE E SIDE OF A ROADWAY ON THE W OF SEC. 7, T 106 N,
 OS0668'R 76 W, ABOUT 200 METERS (656 FEET) N OF THE SW CORNER OF THE
 OS0668'SECTION, AND 4 FEET W OF THE ROAD FENCE ON THE HIGHEST POINT
 OS0668'OF A RIDGE.  IT IS 219.53 METERS (720.2 FEET) N OF THE SW CORNER
 OS0668'OF SEC. 7, AND 4.57 METERS (15.0 FEET) E OF CENTER LINE OF
 OS0668'ROAD.
 OS0668'
 OS0668'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0668'DISKS SET IN CONCRETE.
 OS0668'
 OS0668'STATION IS REACHED FROM PRESHO, BY GOING E ON THE CUSTER HIGHWAY
 OS0668'TO THE FIRST SECTION LINE N.  GO N TO SCHOOLHOUSE, E 2 MILES
 OS0668'AND N TO THE STATION.  THE REFERENCE MARK IS ABOUT 100 FEET
 OS0668'N AND 1 FOOT W OF SAME SECTION LINE.
 OS0668'
 OS0668'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.32 METERS.
 OS0668
 OS0668                          STATION RECOVERY (1925)
 OS0668
 OS0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 OS0668'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 OS0668'IN GOOD CONDITION.
 OS0668
 OS0668                          STATION RECOVERY (1934)
 OS0668
 OS0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OS0668'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS SET
 OS0668'ACCORDINGLY.  STAMPING ON IT READS PRESHO 1924.  IT IS
 OS0668'6 MILES (AIR LINE) NNE OF PRESHO, ON THE HIGHEST POINT OF A
 OS0668'ROUND-TOPPED HILL, WHICH IS THE HIGHEST IN THE VICINITY.
 OS0668'THE MARK IS 3 FEET W OF A N AND S FENCE LINE, SEC. 7, T 106 N,
 OS0668'R 76 W.
 OS0668'
 OS0668'THE OLD REFERENCE MARK, WHICH BEARS THE INSCRIPTION PRESHO 1924,
 OS0668'WAS RECOVERED IN GOOD CONDITION.  IT IS 1 FOOT W OF THE N AND
 OS0668'S FENCE LINE.  A NEW REFERENCE MARK WAS ADDED.  IT CONSISTS OF THE
 OS0668'SHAFT OF A COMMON SCREW HAMMERED INTO THE TOP OF A CONCRETE MARK,
 OS0668'WHICH IS 2 FEET W OF THE N AND S FENCE LINE.
 OS0668'
 OS0668'REFERENCE MARK NO. 1 (OLD MARK) IS N OF THE STATION.
 OS0668'
 OS0668'REFERENCE MARK NO. 2 (NEW MARK) IS S OF THE STATION.
 OS0668'
 OS0668'THE AZIMUTH MARK WAS ADDED AND IT IS SSW OF THE STATION 5
 OS0668'PACES S OF A TRACK ROAD.  IT IS A STANDARD BRONZE DISK SET IN
 OS0668'CONCRETE.
 OS0668'
 OS0668'THE STATION MAY BE REACHED FROM THE BANK IN PRESHO, BY GOING
 OS0668'E ON GRAVEL ROAD ALONG THE S SIDE OF RAILROAD TRACKS FOR 0.7
 OS0668'MILE.  JUST AFTER CROSSING A CONCRETE BRIDGE, TURN N ON GRADED
 OS0668'ROAD (GRAVELED) CROSSING RAILROAD TRACKS AND GO N, 6.1 MILES.
 OS0668'AT ROAD END, TURN E ON PLAIN TRACKS AND FOLLOW E, 2.2 MILES
 OS0668'TOWARD HILL, WHICH IS PLAINLY VISIBLE.  DRIVE TO TOP AND
 OS0668'STATION.
 OS0668'
 OS0668'A 10-FOOT STAND WILL CLEAR ALL LINES.
 OS0668
 OS0668                          STATION RECOVERY (1935)
 OS0668
 OS0668'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1935
 OS0668'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 OS0668'DESCRIPTION IS CORRECT EXCEPT THAT THE AZIMUTH MARK IS ABOUT
 OS0668'0.15 MILE, RATHER THAN 0.35 MILE, FROM THE STATION.
 OS0668
 OS0668                          STATION RECOVERY (1948)
 OS0668
 OS0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OS0668'ALL MARKS WERE FOUND AS DESCRIBED AND WERE IN GOOD CONDITION.
 OS0668'DUE TO MINOR CHANGES IN THE LOCALITY A COMPLETE NEW DESCRIPTION
 OS0668'FOLLOWS.
 OS0668'
 OS0668'STATION IS LOCATED ABOUT 6 MILES NORTH AND 3 MILES EAST OF
 OS0668'PRESHO.  ON THE HIGHEST PART OF A LOW ROUNDED KNOLL IN A
 OS0668'CULTIVATED FIELD AND ABOUT 0.2 MILE NORTH OF A SECTION CORNER.
 OS0668'IN SEC. 7, T. 106 N., R. 76 W.  THE FENCE MENTIONED BY W.R.P.
 OS0668'IN 1934 HAS BEEN REMOVED.  A WHITE WITNESS POST IS 1 FOOT NORTH
 OS0668'OF THE MARK.  THE MARK, IS FLUSH WITH
 OS0668'THE GROUND AND THE DISC IS STAMPED PRESHO 1934.
 OS0668'
 OS0668'REFERENCE MARK NO. 1 1924, IS 101.96 FEET NORTH OF THE STATION
 OS0668'AND ON THE NORTH SLOPE OF THE KNOLL.  A WHITE WITNESS POST
 OS0668'WAS PLACED AT THE NORTH EDGE OF THE MARK.  THE FENCE MENTIONED
 OS0668'IN PREVIOUS DESCRIPTIONS HAS BEEN REMOVED.  THE MARK, DESCRIBED
 OS0668'PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED
 OS0668'PRESHO 1924.  THIS MARK WAS ESTABLISHED BY H.O.
 OS0668'
 OS0668'REFERENCE MARK NO. 2 IS 139.07 FEET SOUTH OF THE STATION, ON
 OS0668'THE SOUTH SLOPE OF THE KNOLL AND MARKED BY A WHITE WITNESS POST
 OS0668'AT ITS SOUTH SIDE.  THE MARK IS A 12 BY 12 INCH CONCRETE POST
 OS0668'WITH THE SHAFT OF A SCREW DRIVEN IN THE TOP AND CENTER WHICH
 OS0668'PROJECTS ABOUT 1/2 INCH.  THE POST PROJECTS ABOUT 3 INCHES.
 OS0668'THE FENCE MENTIONED IN PREVIOUS DESCRIPTIONS HAS BEEN REMOVED.
 OS0668'
 OS0668'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH-SOUTHWEST OF THE
 OS0668'STATION, ABOUT 15 FEET SOUTH OF THE TRACK ROAD THAT CROSSES
 OS0668'THE SUMMIT OF A GRADE AT THAT POINT, AND NEAR THE SECTION
 OS0668'LINE.  THE MARK, DESCRIBED, PROJECTS ABOUT 4 INCHES
 OS0668'AND THE DISC IS STAMPED PRESHO 1924.
 OS0668'
 OS0668'STATION WAS REACHED FROM THE BANK IN PRESHO BY GOING EAST ON
 OS0668'A GRAVELED ROAD, JUST SOUTH OF THE RAILROAD TRACKS, FOR 0.7
 OS0668'MILES TO A GRAVELED ROAD TO THE LEFT, JUST AFTER CROSSING A
 OS0668'CONCRETE BRIDGE.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 6.1
 OS0668'MILE TO AN UNIMPROVED ROAD TO THE RIGHT.  TURN RIGHT AND GO
 OS0668'EAST ON TRACK ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE
 OS0668'RIGHT AT THE SUMMIT OF A GRADE.  HERE TURN LEFT AND GO
 OS0668'NORTH-NORTHEAST TO THE SUMMIT OF A KNOLL AND THE STATION SITE.
 OS0668'ABOUT 0.2 MILE.
 OS0668'
 OS0668'OBSERVATIONS FROM A 10 FOOT STAND IN 1948 AND 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0443 ***********************************************************************
 OR0443  DESIGNATION -  PRITCHARD AZ MK
 OR0443  PID         -  OR0443
 OR0443  STATE/COUNTY-  SD/BRULE
 OR0443  COUNTRY     -  US
 OR0443  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0443
 OR0443                         *CURRENT SURVEY CONTROL
 OR0443  ______________________________________________________________________
 OR0443* NAD 83(1986) POSITION- 43 50 33.     (N) 099 18 01.     (W)   SCALED
 OR0443* NAVD 88 ORTHO HEIGHT -   521.726 (meters)     1711.70  (feet) ADJUSTED
 OR0443  ______________________________________________________________________
 OR0443  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 OR0443  DYNAMIC HEIGHT  -        521.595 (meters)     1711.27  (feet) COMP
 OR0443  MODELED GRAVITY -    980,350.3   (mgal)                       NAVD 88
 OR0443
 OR0443  VERT ORDER      -  FIRST     CLASS II
 OR0443
 OR0443.The horizontal coordinates were scaled from a map and have
 OR0443.an estimated accuracy of +/- 6 seconds.
 OR0443
 OR0443.The orthometric height was determined by differential leveling and
 OR0443.adjusted by the NATIONAL GEODETIC SURVEY
 OR0443.in June 1991.
 OR0443
 OR0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0443.GEOID18 height accuracy estimate available here.
 OR0443
 OR0443.Click photographs - Photos may exist for this station.
 OR0443
 OR0443.The dynamic height is computed by dividing the NAVD 88
 OR0443.geopotential number by the normal gravity value computed on the
 OR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0443.degrees latitude (g = 980.6199 gals.).
 OR0443
 OR0443.The modeled gravity was interpolated from observed gravity values.
 OR0443
 OR0443;                    North         East    Units  Estimated Accuracy
 OR0443;SPC SD S     -   168,170.      683,070.      MT  (+/- 180 meters Scaled)
 OR0443
 OR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP758544(NAD 83)
 OR0443
 OR0443                          SUPERSEDED SURVEY CONTROL
 OR0443
 OR0443  NGVD 29 (??/??/92)  521.40   (m)         1710.6    (f) COMPUTED    1 2
 OR0443
 OR0443.Superseded values are not recommended for survey control.
 OR0443
 OR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0443.See file dsdata.pdf to determine how the superseded data were derived.
 OR0443
 OR0443_MARKER: DZ = AZIMUTH MARK DISK
 OR0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0443_STAMPING: PRITCHARD MORC 1948
 OR0443_MARK LOGO: CGS
 OR0443_PROJECTION: PROJECTING 12 CENTIMETERS
 OR0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0443+STABILITY: SURFACE MOTION
 OR0443
 OR0443  HISTORY     - Date     Condition        Report By
 OR0443  HISTORY     - 1948     MONUMENTED       CGS
 OR0443  HISTORY     - 1949     GOOD             CGS
 OR0443
 OR0443                          STATION DESCRIPTION
 OR0443
 OR0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0443'2.8 MI N FROM CHAMBERLAIN.
 OR0443'2.8 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL AT
 OR0443'CHAMBERLAIN, ON THE NORTH SLOPE OF A GRADE, 0.15 MILE SOUTH OF
 OR0443'A RED BARN ON THE EAST SIDE OF THE HIGHWAY, 38 FEET WEST OF THE
 OR0443'CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF TELEPHONE POLE NO. 2,
 OR0443'0.4 FOOT EAST OF A FENCE, 2.8 FEET NORTH OF A REFERENCE POST, SET
 OR0443'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OR0443'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0444 ***********************************************************************
 OR0444  DESIGNATION -  PRITCHARD AZ MK RESET
 OR0444  PID         -  OR0444
 OR0444  STATE/COUNTY-  SD/BRULE
 OR0444  COUNTRY     -  US
 OR0444  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0444
 OR0444                         *CURRENT SURVEY CONTROL
 OR0444  ______________________________________________________________________
 OR0444* NAD 83(1986) POSITION- 43 50 32.     (N) 099 18 03.     (W)   SCALED
 OR0444* NAVD 88 ORTHO HEIGHT -   521.45  (meters)     1710.8   (feet) RESET
 OR0444  ______________________________________________________________________
 OR0444  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 OR0444  VERT ORDER      -  THIRD
 OR0444
 OR0444.The horizontal coordinates were scaled from a map and have
 OR0444.an estimated accuracy of +/- 6 seconds.
 OR0444
 OR0444.The orthometric height was computed from unverified reset data.
 OR0444
 OR0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0444.GEOID18 height accuracy estimate available here.
 OR0444
 OR0444.Click photographs - Photos may exist for this station.
 OR0444
 OR0444;                    North         East    Units  Estimated Accuracy
 OR0444;SPC SD S     -   168,140.      683,020.      MT  (+/- 180 meters Scaled)
 OR0444
 OR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP758543(NAD 83)
 OR0444
 OR0444                          SUPERSEDED SURVEY CONTROL
 OR0444
 OR0444.No superseded survey control is available for this station.
 OR0444
 OR0444_MARKER: DZ = AZIMUTH MARK DISK
 OR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0444_STAMPING: PRITCHARD MORC 1948 RESET 1958
 OR0444_MARK LOGO: CGS
 OR0444_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0444+STABILITY: SURFACE MOTION
 OR0444
 OR0444  HISTORY     - Date     Condition        Report By
 OR0444  HISTORY     - 1958     MONUMENTED       CGS
 OR0444  HISTORY     - 19820225 GOOD             NGS
 OR0444
 OR0444                          STATION DESCRIPTION
 OR0444
 OR0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 OR0444'3.3 MI N FROM CHAMBERLAIN.
 OR0444'3.3 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH
 OR0444'U.S. HIGHWAY 16 AT CHAMBERLAIN, BRULE COUNTY, 0.2 MILE SOUTH OF A
 OR0444'RED BARN ON EAST SIDE OF THE HIGHWAY AND ABOUT 135 FEET WEST OF
 OR0444'THE CENTERLINE OF THE HIGHWAY.  A STANDARD AZIMUTH MARK DISK,
 OR0444'STAMPED PRITCHARD MORC 1948 RESET 1958 AND SET IN THE TOP OF A
 OR0444'ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 OR0444
 OR0444                          STATION RECOVERY (1982)
 OR0444
 OR0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0444'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH NORTHEAST OF
 OR0444'CHAMBERLAIN, ALONG THE WEST SIDE OF HIGHWAY 50.  TO REACH FROM THE
 OR0444'JUNCTION OF INTERSTATE 90 BUSINESS LOOP AND HIGHWAY 50 IN DOWNTOWN
 OR0444'CHAMBERLAIN, GO NORTH ON HIGHWAY 50 FOR 0.7 KM (0.45 MI) TO A BRIDGE.
 OR0444'CONTINUE NORTH ON HIGHWAY 50 FOR 0.7 KM (0.45 MI) TO THE STATION ON
 OR0444'THE LEFT.  THE STATION IS A STANDARD CGS AZIMUTH DISK STAMPED
 OR0444'PRITCHARD MORC 1948 RESET 1958 SET INTO THE TOP OF A ROUND CONCRETE
 OR0444'MONUMENT 30 CM (12 INCHES) IN DIAMETER AND PROJECTS 5 CM (2 INCHES) .
 OR0444'IT IS 30.5 M (100.1 FT) WEST OF THE CENTER OF HIGHWAY 50, 0.45 M (1.48
 OR0444'FT) NORTH NORTHEAST OF A METAL WITNESS POST, AND 0.25 EAST SOUTHEAST
 OR0444'OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH8718 ***********************************************************************
 AH8718  DESIGNATION -  PRITCHARD RESET
 AH8718  PID         -  AH8718
 AH8718  STATE/COUNTY-  SD/BRULE
 AH8718  COUNTRY     -  US
 AH8718  USGS QUAD   -  CHAMBERLAIN (2017)
 AH8718
 AH8718                         *CURRENT SURVEY CONTROL
 AH8718  ______________________________________________________________________
 AH8718* NAD 83(1996) POSITION- 43 51 15.32686(N) 099 17 25.95094(W)   ADJUSTED
 AH8718* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 AH8718  ______________________________________________________________________
 AH8718  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 AH8718  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 AH8718  HORZ ORDER      -  FIRST
 AH8718
 AH8718.The horizontal coordinates were established by classical geodetic methods
 AH8718.and adjusted by the National Geodetic Survey in January 1998.
 AH8718
 AH8718.The orthometric height was scaled from a topographic map.
 AH8718
 AH8718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8718.GEOID18 height accuracy estimate available here.
 AH8718
 AH8718.Click photographs - Photos may exist for this station.
 AH8718
 AH8718.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH8718
 AH8718. The following values were computed from the NAD 83(1996) position.
 AH8718
 AH8718;                    North         East     Units Scale Factor Converg.
 AH8718;SPC SD S     -   169,488.899   683,833.490   MT  0.99991532   +0 43 09.7
 AH8718;SPC SD S     -   556,064.83  2,243,543.71   sFT  0.99991532   +0 43 09.7
 AH8718;UTM  14      - 4,855,726.764   476,649.110   MT  0.99960671   -0 12 04.7
 AH8718
 AH8718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8718!SPC SD S     -   0.99992131  x   0.99991532  =   0.99983664
 AH8718!UTM  14      -   0.99992131  x   0.99960671  =   0.99952806
 AH8718
 AH8718:                Primary Azimuth Mark                     Grid Az
 AH8718:SPC SD S     -  TAFT                                     209 50 48.0
 AH8718:UTM  14      -  TAFT                                     210 46 02.4
 AH8718
 AH8718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7664955726(NAD 83)
 AH8718
 AH8718|---------------------------------------------------------------------|
 AH8718| PID    Reference Object                     Distance      Geod. Az  |
 AH8718|                                                           dddmmss.s |
 AH8718| OR0439 PRITCHARD RM 1                       24.654 METERS 06052     |
 AH8718| OR0873 TAFT                                APPROX.10.4 KM 2103357.7 |
 AH8718| OR0443 PRITCHARD AZ MK                                    2112350.1 |
 AH8718| OR0444 PRITCHARD AZ MK RESET                              2121417.7 |
 AH8718| OR0440 PRITCHARD RM 3                       21.860 METERS 21550     |
 AH8718| OR0796 PRITCHARD RM 2                       14.310 METERS 32211     |
 AH8718|---------------------------------------------------------------------|
 AH8718
 AH8718                          SUPERSEDED SURVEY CONTROL
 AH8718
 AH8718  NAD 83(1986)-  43 51 15.32582(N)    099 17 25.95777(W) AD(       ) 1
 AH8718  MORC        -  43 51 12.80000(N)    099 17 24.94000(W) AD(       ) 3
 AH8718
 AH8718.Superseded values are not recommended for survey control.
 AH8718
 AH8718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8718.See file dsdata.pdf to determine how the superseded data were derived.
 AH8718
 AH8718_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8718_STAMPING: PRITCHARD MORC 1924 1982
 AH8718_MARK LOGO: NGS
 AH8718_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8718+STABILITY: SURFACE MOTION
 AH8718
 AH8718  HISTORY     - Date     Condition        Report By
 AH8718  HISTORY     - 1982     MONUMENTED       NGS
 AH8718
 AH8718                          STATION DESCRIPTION
 AH8718
 AH8718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AH8718'BOTH REFERENCE MARKS AND THE 1958 AZ MK 2 WERE RECOVERED IN USEABLE
 AH8718'CONDITION.  THE SURFACE MARK WAS RECOVERED WITH THE TOP PART OF THE
 AH8718'CONCRETE SCRAPED OFF AND ONLY THE STEM OF THE DISK REMAINING.  BOTH
 AH8718'REFERENCE MARKS HAD BEEN HIT AND HAVE CHIPS IN THE CONCRETE BUT ARE
 AH8718'STILL SOLID.  A NEW SURFACE MARK WAS SET.  NEW DESCRIPTIVE TEXT
 AH8718'FOLLOWS.  THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTH
 AH8718'NORTHEAST OF CHAMBERLAIN, 0.8 KM (0.50 MI) EAST OF THE MISSOURI RIVER,
 AH8718'ALONG THE EAST SIDE OF HIGHWAY 50 AND ON THE NORTH EDGE OF A GRAVELED
 AH8718'ROAD.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90
 AH8718'BUSINESS LOOP AND HIGHWAY 50, IN THE DOWNTOWN PART OF CHAMBERLAIN, GO
 AH8718'NORTH ON HIGHWAY 50 FOR 0.7 KM (0.45 MI) TO A BRIDGE.  CONTINUE NORTH
 AH8718'ON HIGHWAY 50 FOR 2.7 KM (1.65 MI) TO AN ASPHALT SIDE ROAD RIGHT AND A
 AH8718'TALL MAST TO THE RIGHT.  CONTINUE ON HIGHWAY 50 FOR 1.3 KM (0.80 MI)
 AH8718'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY 50 FOR
 AH8718'1.5 KM (0.95 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AH8718'STANDARD NGS DISK STAMPED PRITCHARD MORC 1924 1982 SET INTO THE TOP OF
 AH8718'A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE, RECESSED 4
 AH8718'INCHES (10 CM) BELOW THE GROUND.  LOCATED 32.0 METERS (105.0 FT) ESE
 AH8718'FROM THE CENTER OF HIGHWAY 50.  2.1 METERS (6.9 FT) N FROM THE CENTER
 AH8718'OF A GRAVELED ROAD.  2.05 METERS (6.73 FT) SSE FROM A GATE POST.
 AH8718'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED PRITCHARD MORC NO 1
 AH8718'1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 AH8718'ON SIDE, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 14.8
 AH8718'METERS (48.6 FT) ESE FROM A FENCE.  13.3 METERS (43.6 FT) N FROM THE
 AH8718'CENTER OF A GRAVELED ROAD. 0.31 METERS (1.02 FT) W FROM A METAL
 AH8718'WITNESS POST AND 1.5 FEET (0.5 M) LOWER THAN THE STATION.  REFERENCE
 AH8718'MARK NO 3 IS A STANDARD CGS DISK STAMPED PRITCHARD MORC NO 3 1948 SET
 AH8718'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE,
 AH8718'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 30.2 METERS
 AH8718'(99.1 FT) ESE FROM THE CENTER OF HIGHWAY 50.  17.1 METERS (56.1 FT) S
 AH8718'FROM THE CENTER OF A GRAVELED ROAD.  0.30 METERS (0.98 FT) WNW FROM A
 AH8718'FENCE.  0.30 METERS (0.98 FT) N FROM A METAL WITNESS POST AND 1.5 FEET
 AH8718'(0.5 M) 0.5 METERS (1.6 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 2
 AH8718'IS A STANDARD CGS DISK STAMPED PRITCHARD MORC 1948 RESET 1958 SET INTO
 AH8718'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 AH8718'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 30.5 METERS
 AH8718'(100.1 FT) WNW FROM THE CENTER OF HIGHWAY 50.  0.45 METERS (1.48 FT)
 AH8718'NNE FROM A METAL WITNESS POST. 0.25 METERS (0.82 FT) ESE FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0439 ***********************************************************************
 OR0439  DESIGNATION -  PRITCHARD RM 1
 OR0439  PID         -  OR0439
 OR0439  STATE/COUNTY-  SD/BRULE
 OR0439  COUNTRY     -  US
 OR0439  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0439
 OR0439                         *CURRENT SURVEY CONTROL
 OR0439  ______________________________________________________________________
 OR0439* NAD 83(1986) POSITION- 43 51 15.72   (N) 099 17 24.99   (W)   HD_HELD1
 OR0439* NAVD 88 ORTHO HEIGHT -   527.337 (meters)     1730.10  (feet) ADJUSTED
 OR0439  ______________________________________________________________________
 OR0439  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 OR0439  DYNAMIC HEIGHT  -        527.206 (meters)     1729.68  (feet) COMP
 OR0439  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 OR0439
 OR0439  VERT ORDER      -  FIRST     CLASS II
 OR0439
 OR0439.The horizontal coordinates were determined by differentially corrected
 OR0439.hand held GPS observations or other comparable positioning techniques
 OR0439.and have an estimated accuracy of +/- 3 meters.
 OR0439
 OR0439.The orthometric height was determined by differential leveling and
 OR0439.adjusted by the NATIONAL GEODETIC SURVEY
 OR0439.in June 1991.
 OR0439
 OR0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0439.GEOID18 height accuracy estimate available here.
 OR0439
 OR0439.Click photographs - Photos may exist for this station.
 OR0439
 OR0439.The dynamic height is computed by dividing the NAVD 88
 OR0439.geopotential number by the normal gravity value computed on the
 OR0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0439.degrees latitude (g = 980.6199 gals.).
 OR0439
 OR0439.The modeled gravity was interpolated from observed gravity values.
 OR0439
 OR0439;                    North         East    Units  Estimated Accuracy
 OR0439;SPC SD S     -   169,501.3     683,854.8     MT  (+/- 3 meters HH1 GPS) 
 OR0439
 OR0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7667055738(NAD 83)
 OR0439
 OR0439                          SUPERSEDED SURVEY CONTROL
 OR0439
 OR0439  NGVD 29 (??/??/92)  527.01   (m)         1729.0    (f) COMPUTED    1 2
 OR0439
 OR0439.Superseded values are not recommended for survey control.
 OR0439
 OR0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0439.See file dsdata.pdf to determine how the superseded data were derived.
 OR0439
 OR0439_MARKER: DR = REFERENCE MARK DISK
 OR0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0439_STAMPING: PRITCHARD MORC NO 1 1948
 OR0439_MARK LOGO: CGS
 OR0439_PROJECTION: PROJECTING 12 CENTIMETERS
 OR0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0439+STABILITY: SURFACE MOTION
 OR0439
 OR0439  HISTORY     - Date     Condition        Report By
 OR0439  HISTORY     - 1948     MONUMENTED       CGS
 OR0439  HISTORY     - 1949     GOOD             CGS
 OR0439
 OR0439                          STATION DESCRIPTION
 OR0439
 OR0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0439'3.8 MI N FROM CHAMBERLAIN.
 OR0439'3.8 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL
 OR0439'AT CHAMBERLAIN, ON A BLUFF OVERLOOKING THE MISSOURI RIVER, 148
 OR0439'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 80.7 FEET
 OR0439'NORTHEAST OF TRIANGULATION STATION PRITCHARD MISSOURI RIVER
 OR0439'COMMISSION 1924, 99.3 FEET EAST OF PRITCHARD M.R.C. R.M. 2, 39
 OR0439'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO
 OR0439'A FARMHOUSE, 0.8 FOOT SOUTH OF AN EAST-WEST FENCE, SET IN THE TOP
 OR0439'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0440 ***********************************************************************
 OR0440  DESIGNATION -  PRITCHARD RM 3
 OR0440  PID         -  OR0440
 OR0440  STATE/COUNTY-  SD/BRULE
 OR0440  COUNTRY     -  US
 OR0440  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0440
 OR0440                         *CURRENT SURVEY CONTROL
 OR0440  ______________________________________________________________________
 OR0440* NAD 83(1986) POSITION- 43 51 14.75   (N) 099 17 26.52   (W)   HD_HELD1
 OR0440* NAVD 88 ORTHO HEIGHT -   527.60  (meters)     1731.0   (feet) RESET
 OR0440  ______________________________________________________________________
 OR0440  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 OR0440  VERT ORDER      -  THIRD
 OR0440
 OR0440.The horizontal coordinates were determined by differentially corrected
 OR0440.hand held GPS observations or other comparable positioning techniques
 OR0440.and have an estimated accuracy of +/- 3 meters.
 OR0440
 OR0440.The orthometric height was computed from unverified reset data.
 OR0440
 OR0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0440.GEOID18 height accuracy estimate available here.
 OR0440
 OR0440.Click photographs - Photos may exist for this station.
 OR0440
 OR0440;                    North         East    Units  Estimated Accuracy
 OR0440;SPC SD S     -   169,470.9     683,821.0     MT  (+/- 3 meters HH1 GPS) 
 OR0440
 OR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7663655709(NAD 83)
 OR0440
 OR0440                          SUPERSEDED SURVEY CONTROL
 OR0440
 OR0440.No superseded survey control is available for this station.
 OR0440
 OR0440_MARKER: DR = REFERENCE MARK DISK
 OR0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0440_STAMPING: PRITCHARD MORC NO 3 1948
 OR0440_MARK LOGO: CGS
 OR0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0440+STABILITY: SURFACE MOTION
 OR0440
 OR0440  HISTORY     - Date     Condition        Report By
 OR0440  HISTORY     - 1958     MONUMENTED       CGS
 OR0440  HISTORY     - 1958     GOOD             CGS
 OR0440
 OR0440                          STATION DESCRIPTION
 OR0440
 OR0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OR0440'4.3 MI N FROM CHAMBERLAIN.
 OR0440'4.3 MILES NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH
 OR0440'U.S. HIGHWAY 16 AT CHAMBERLAIN, BRULE COUNTY, 100 FEET EAST OF
 OR0440'THE CENTERLINE OF THE HIGHWAY AND 71.72 FEET SOUTH OF TRIANGULATION
 OR0440'STATION PRITCHARD MORC.  A STANDARD REFERENCE MARK DISK, STAMPED
 OR0440'PRITCHARD MORC NO 3 1948 AND SET IN THE TOP OF A CONCRETE POST
 OR0440'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0758 ***********************************************************************
 QS0758  DESIGNATION -  PROMISE
 QS0758  PID         -  QS0758
 QS0758  STATE/COUNTY-  SD/DEWEY
 QS0758  COUNTRY     -  US
 QS0758  USGS QUAD   -  MOREAU (2017)
 QS0758
 QS0758                         *CURRENT SURVEY CONTROL
 QS0758  ______________________________________________________________________
 QS0758* NAD 83(1996) POSITION- 45 19 27.37584(N) 100 26 08.44219(W)   ADJUSTED
 QS0758* NAVD 88 ORTHO HEIGHT -   585.3   (meters)     1920.    (feet) VERTCON3
 QS0758  ______________________________________________________________________
 QS0758  GEOID HEIGHT    -        -21.945 (meters)                     GEOID18
 QS0758  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 QS0758  HORZ ORDER      -  FIRST
 QS0758
 QS0758.The horizontal coordinates were established by classical geodetic methods
 QS0758.and adjusted by the National Geodetic Survey in January 1998.
 QS0758
 QS0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0758
 QS0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0758.GEOID18 height accuracy estimate available here.
 QS0758
 QS0758.Click photographs - Photos may exist for this station.
 QS0758
 QS0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0758
 QS0758. The following values were computed from the NAD 83(1996) position.
 QS0758
 QS0758;                    North         East     Units Scale Factor Converg.
 QS0758;SPC SD N     -   165,770.328   565,844.313   MT  0.99995045   -0 18 30.0
 QS0758;SPC SD N     -   543,864.82  1,856,440.88   sFT  0.99995045   -0 18 30.0
 QS0758;UTM  14      - 5,019,976.328   387,486.771   MT  0.99975565   -1 01 15.6
 QS0758
 QS0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0758!SPC SD N     -   0.99991169  x   0.99995045  =   0.99986214
 QS0758!UTM  14      -   0.99991169  x   0.99975565  =   0.99966736
 QS0758
 QS0758:                Primary Azimuth Mark                     Grid Az
 QS0758:SPC SD N     -  PROMISE AZ MK                            302 05 38.4
 QS0758:UTM  14      -  PROMISE AZ MK                            302 48 24.0
 QS0758
 QS0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8748619976(NAD 83)
 QS0758
 QS0758|---------------------------------------------------------------------|
 QS0758| PID    Reference Object                     Distance      Geod. Az  |
 QS0758|                                                           dddmmss.s |
 QS0758| CO6686 PROMISE RM 1                         12.774 METERS 13646     |
 QS0758| CO6687 PROMISE RM 2                         58.808 METERS 24019     |
 QS0758| CO6685 PROMISE AZ MK                                      3014708.4 |
 QS0758|---------------------------------------------------------------------|
 QS0758
 QS0758                          SUPERSEDED SURVEY CONTROL
 QS0758
 QS0758  NAD 83(1986)-  45 19 27.36739(N)    100 26 08.44211(W) AD(       ) 1
 QS0758  NAD 27      -  45 19 27.39600(N)    100 26 06.94000(W) AD(       ) 1
 QS0758  NGVD 29 (07/19/86)  584.9    (m)         1919.     (f) VERT ANG       
 QS0758
 QS0758.Superseded values are not recommended for survey control.
 QS0758
 QS0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0758.See file dsdata.pdf to determine how the superseded data were derived.
 QS0758
 QS0758_MARKER: DS = TRIANGULATION STATION DISK
 QS0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0758_STAMPING: PROMISE 1934
 QS0758_MARK LOGO: CGS
 QS0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0758+STABILITY: SURFACE MOTION
 QS0758
 QS0758  HISTORY     - Date     Condition        Report By
 QS0758  HISTORY     - 1934     MONUMENTED       CGS
 QS0758  HISTORY     - 1948     GOOD             CGS
 QS0758  HISTORY     - 1952     GOOD             CGS
 QS0758
 QS0758                          STATION DESCRIPTION
 QS0758
 QS0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0758'STATION IS 9 MILES (AIR LINE) EAST OF PROMISE, 14 MILES SOUTH OF
 QS0758'MOBRIDGE, AND 3 MILES SOUTH OF THE MOREAU RIVER, ON TOP OF A BARE
 QS0758'GRAVEL BUTTE.  THIS BUTTE IS ABOUT 30 FEET ABOVE THE SURROUNDING
 QS0758'GROUND AND IS THE HIGHEST AND MOST PROMINENT POINT ON THE RIDGE, WHICH
 QS0758'FORMS THE DIVIDE BETWEEN THE MOREAU RIVER, ON THE NORTH AND THE NEXT
 QS0758'CREEK ON THE SOUTH.  IT IS IN SEC. 22, T16N, R30E.  THE LAND FOR MILES
 QS0758'AROUND IS ROLLING AND IS GRAZING LAND FOR HORSES.
 QS0758'
 QS0758'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 QS0758'CONCRETE.
 QS0758'
 QS0758'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.
 QS0758'
 QS0758'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.
 QS0758'
 QS0758'THE AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, AND IS LOCATED ON A
 QS0758'SMALL GRAVELLY KNOLL SLIGHTLY LOWER THAN THAT UPON WHICH THE STATION
 QS0758'IS LOCATED.
 QS0758'
 QS0758'THE STATION MAY BE REACHED FROM PROMISE, BY GOING NORTH ON THE MAIN
 QS0758'HIGHWAY 0.9 MILE OR 0.2 MILE NORTH OF THE STEEL BRIDGE OVER THE MOREAU
 QS0758'RIVER.  TURN RIGHT OR EASTERLY AND KEEP THE MAIN TRACK ROAD NEXT TO
 QS0758'AND ALONG THE NORTH SIDE OF THE RIVER FOR 0.9 MILE.  TAKE RIGHT FORK
 QS0758'THROUGH WIRE GATE, AND KEEPING MAIN ROAD DOWN THE NORTH SIDE OF THE
 QS0758'RIVER, GO 2.3 MILES.  TAKE THE RIGHT FORK TOWARD THE RIVER AND
 QS0758'CONTINUE ON MAIN ROAD 0.8 MILE TO WOOD BRIDGE.  CROSS BRIDGE AND
 QS0758'CONTINUE ON MAIN ROAD 0.4 MILE TO THREE WIRE GATES, WHICH ARE 100
 QS0758'YARDS EAST OF HOUSES, BARN AND CORRAL.  PASS THROUGH TWO WIRE GATES
 QS0758'AND TURN RIGHT, OR EASTERLY, DOWN THE RIVER.  FORD THE RIVER AND
 QS0758'CONTINUE EASTERLY ON THE ONLY ROAD THROUGH THE BOTTOM LAND 0.5 MILE.
 QS0758'PASS THROUGH A WIRE GATE AND CONTINUE 0.4 MILE TO A SMALL LOG HOUSE.
 QS0758'TAKE THE LEFT FORK AND GO 0.2 MILE TO THE RANCH OF LAWRENCE METER.
 QS0758'CONTINUE PAST THE RANCH HOUSE TO THE FOOT OF RIVER BLUFFS.  TURN
 QS0758'RIGHT, OR SOUTHERLY, AND DRIVE 0.6 MILE ALONG THE FOOT OF BLUFFS TO A
 QS0758'WIRE GATE.  PASS THROUGH THE WIRE GATE AND TURN EASTERLY ON WINDING
 QS0758'TRACKS UP THE HILL AND GO 0.4 MILE TO A GATE.  PASS THROUGH THE GATE
 QS0758'AND GO S, 0.8 MILE ALONG THE EAST SIDE OF FENCE. (THERE IS A WHITE
 QS0758'HOUSE ABOUT 1/2 MILE WEST OF THIS GATE.) PASS THROUGH ANOTHER WIRE
 QS0758'GATE AND KEEP ON MAIN TRACKS SOUTHEASTERLY ALONG THE RIDGE FOR 0.4
 QS0758'MILE.  HERE THE ROAD BEARS EASTERLY.  KEEP THE MAIN ROAD AND CONTINUE
 QS0758'1.3 MILES TO FORKS.  TAKE THE LEFT FORK TOWARD ROUND-TOPPED BUTTES AND
 QS0758'GO 0.6 MILE.  TAKE THE LEFT FORK OF THREE ROADS AND GO EASTERLY AND
 QS0758'NORTHEASTERLY, KEEPING THE MAIN TRACKS 0.4 MILE.  CROSS COULEE AT HEAD
 QS0758'OF EROSION IN BOTTOM THEREOF AND KEEP MAIN TRACKS FOR 0.9 MILE.  AT
 QS0758'CROSSROADS, CONTINUE EASTERLY 0.5 MILE TO STATION.  THERE IS A LARGE
 QS0758'GRANITE BOULDER (ABOUT 5 FEET ACROSS ITS TOP AND 2 FEET HIGH) ABOUT 50
 QS0758'YARDS EAST OF THE LAST CROSSROADS MENTIONED.
 QS0758'
 QS0758'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0758
 QS0758                          STATION RECOVERY (1948)
 QS0758
 QS0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0758'STATION RECOVERED AND THE DESCRIPTIONS ARE ADEQUATE AND CORRECT.  THE
 QS0758'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PROMISE 1934.
 QS0758'
 QS0758'THE STATION IS ABOUT 14 MILES SOUTH OF MOBRIDGE, AND 3 MILES SOUTH OF
 QS0758'THE MOREAU RIVER, ON TOP OF A BARE GRAVEL BUTTE.  THIS BUTTE IS ON THE
 QS0758'V-E RANCH, IN SEC. 22, T. 16N R. 30 E.  IT IS 9.5 FEET WEST OF A
 QS0758'WITNESS POST.
 QS0758'
 QS0758'REFERENCE MARK NO. 1 IS 41.92 FEET SOUTHEAST OF THE STATION.  IT
 QS0758'PROJECTS 4 INCHES AND THE DISK IS STAMPED PROMISE NO 1 1934.
 QS0758'
 QS0758'REFERENCE MARK NO. 2 IS 192.96 FEET WEST-SOUTHWEST OF THE STATION.  IT
 QS0758'PROJECTS 4 INCHES AND THE DISK IS STAMPED PROMISE NO 2 1934.
 QS0758'
 QS0758'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, ON A SMALL
 QS0758'KNOLL LOWER THAN THE BUTTE WHICH THE STATION IS ON.  IT PROJECTS 4
 QS0758'INCHES AND THE DISK IS STAMPED PROMISE 1934.
 QS0758'
 QS0758'TO REACH FROM THE POST OFFICE IN MOBRIDGE, GO NORTH FOR 1 BLOCK TO
 QS0758'U.S. HIGHWAY 12, TURN LEFT ON HIGHWAY AND GO WESTERLY 3.9 MILES TO
 QS0758'JUNCTION OF U.S. 12 AND STATE HIGHWAY 8, TURN LEFT AND GO
 QS0758'SOUTHWESTERLY ON HIGHWAY 8 FOR 1.3 MILES, KEEP LEFT AND FOLLOW MAIN
 QS0758'GRAVEL ROAD SOUTHEASTERLY 9.55 MILES, TURN LEFT AND FOLLOW MAIN ROAD
 QS0758'3.1 MILES TO A TRACK ROAD RIGHT, SOUTH OF A WHITE CHURCH, TURN SHARP
 QS0758'RIGHT ON TRACK ROAD 0.35 MILE, TURN LEFT ON DIM TRACK ROAD AND FOLLOW
 QS0758'SAME 3.5 MILES TO TOP OF DIVIDE, TURN LEFT ACROSS COUNTRY 0.1 MILE TO
 QS0758'TOP OF ROUND KNOLL AND THE AZIMUTH MARK, CONTINUE EASTERLY ACROSS
 QS0758'COUNTRY 0.3 MILE TO TOP OF HIGHEST KNOLL AND THE STATION.
 QS0758'
 QS0758'HEIGHT OF LIGHT ABOVE STATION MARK--1 METER.
 QS0758
 QS0758                          STATION RECOVERY (1952)
 QS0758
 QS0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0758'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QS0758'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0807 ***********************************************************************
 OT0807  DESIGNATION -  PROVO ASTRONOMIC
 OT0807  PID         -  OT0807
 OT0807  STATE/COUNTY-  SD/FALL RIVER
 OT0807  COUNTRY     -  US
 OT0807  USGS QUAD   -  PROVO (2017)
 OT0807
 OT0807                         *CURRENT SURVEY CONTROL
 OT0807  ______________________________________________________________________
 OT0807* NAD 83(1996) POSITION- 43 11 43.67439(N) 103 49 43.09206(W)   ADJUSTED
 OT0807* NAVD 88 ORTHO HEIGHT -  1148.5   (meters)     3768.    (feet) VERTCON3
 OT0807  ______________________________________________________________________
 OT0807  GEOID HEIGHT    -        -15.253 (meters)                     GEOID18
 OT0807  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 OT0807  HORZ ORDER      -  FIRST
 OT0807
 OT0807.The horizontal coordinates were established by classical geodetic methods
 OT0807.and adjusted by the National Geodetic Survey in January 1998.
 OT0807
 OT0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0807
 OT0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0807.GEOID18 height accuracy estimate available here.
 OT0807
 OT0807.Click photographs - Photos may exist for this station.
 OT0807
 OT0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0807
 OT0807. The following values were computed from the NAD 83(1996) position.
 OT0807
 OT0807;                    North         East     Units Scale Factor Converg.
 OT0807;SPC SD S     -   101,752.025   315,997.305   MT  0.99993395   -2 24 40.5
 OT0807;SPC SD S     -   333,831.44  1,036,734.49   sFT  0.99993395   -2 24 40.5
 OT0807;UTM  13      - 4,783,187.201   595,173.119   MT  0.99971142   +0 48 06.6
 OT0807
 OT0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0807!SPC SD S     -   0.99982232  x   0.99993395  =   0.99975628
 OT0807!UTM  13      -   0.99982232  x   0.99971142  =   0.99953379
 OT0807
 OT0807:                Primary Azimuth Mark                     Grid Az
 OT0807:SPC SD S     -  PROVO EAST BASE                          084 42 09.3
 OT0807:UTM  13      -  PROVO EAST BASE                          081 29 22.2
 OT0807
 OT0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9517383187(NAD 83)
 OT0807
 OT0807|---------------------------------------------------------------------|
 OT0807| PID    Reference Object                     Distance      Geod. Az  |
 OT0807|                                                           dddmmss.s |
 OT0807| OT0806 PROVO EAST BASE                     APPROX. 7.0 KM 0821728.8 |
 OT0807| CQ4706 PROVO ASTRONOMIC RM                  29.294 METERS 17507     |
 OT0807|---------------------------------------------------------------------|
 OT0807
 OT0807                          SUPERSEDED SURVEY CONTROL
 OT0807
 OT0807  NAD 83(1995)-  43 11 43.67089(N)    103 49 43.09292(W) AD(       ) 1
 OT0807  NAD 83(1993)-  43 11 43.67139(N)    103 49 43.09498(W) AD(       ) 1
 OT0807  NAD 83(1986)-  43 11 43.65575(N)    103 49 43.06831(W) AD(       ) 1
 OT0807  NAD 27      -  43 11 43.75700(N)    103 49 41.35600(W) AD(       ) 1
 OT0807  USSD        -  43 11 44.15900(N)    103 49 41.05800(W) AD(       ) 3
 OT0807  NGVD 29 (07/19/86) 1147.9    (m)         3766.     (f) VERT ANG       
 OT0807
 OT0807.Superseded values are not recommended for survey control.
 OT0807
 OT0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0807.See file dsdata.pdf to determine how the superseded data were derived.
 OT0807
 OT0807_MARKER: DS = TRIANGULATION STATION DISK
 OT0807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0807_MARK LOGO: CGS
 OT0807_PROJECTION: FLUSH
 OT0807_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0807
 OT0807  HISTORY     - Date     Condition        Report By
 OT0807  HISTORY     - 1912     MONUMENTED       CGS
 OT0807  HISTORY     - 1963     GOOD             USAF
 OT0807
 OT0807                          STATION DESCRIPTION
 OT0807
 OT0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OT0807'ABOUT 650 YARDS NORTHEAST OF RAILROAD STATION AT PROVO, ON
 OT0807'HIGHEST POINT OF LOW HILL IN OPEN PRAIRIE, NEAR CENTER OF SEC.
 OT0807'12, T. 10 S., R. 2 E.  SURFACE MARK IS STANDARD STATION DISK
 OT0807'IN CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT
 OT0807'3 INCHES ABOVE GROUND.  UNDERGROUND MARK IS BRASS BOLT IN
 OT0807'CONCRETE BLOCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN
 OT0807'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES
 OT0807'ABOVE GROUND, 0.16 METER (0.5 FOOT) BELOW STATION, AND 29.294
 OT0807'METERS (96.11 FEET) FROM STATION S 04 DEG 53 MIN E.
 OT0807'CENTER OF SEC.  12, T. 10 S., R. 2 E., IS 4.56 METERS (15.0
 OT0807'FEET) FROM STATION N 21 DEG 33 MIN E.
 OT0807
 OT0807                          STATION RECOVERY (1963)
 OT0807
 OT0807'RECOVERY NOTE BY US AIR FORCE 1963
 OT0807'STATION FOUND IN GOOD CONDITION.  LOCATED ON HIGHEST POINT OF
 OT0807'LOW HILL JUST EAST OF THE TOWN OF PROVO, NEAR THE FENCE CORNER
 OT0807'ON THE HILLTOP.  STATION IS WITNESSED BY A CONCRETED POST
 OT0807'APPROXIMATELY 4 FEET HIGH.  IT IS A STANDARD DISK IN A CONCRETE
 OT0807'FILLED GALVANIZED IRON CYLINDER, FLUSH WITH GROUND AND UNSTAMPED.
 OT0807'
 OT0807'FROM THE POST OFFICE IN PROVO, GO N ON STATE HWY 52 FOR 0.1
 OT0807'MILE TO AN INTERSECTION WITH A DIRT ROAD LEFT AND RIGHT, TURN
 OT0807'RIGHT AND PROCEED E 0.2 MILE TO THE END OF THE STREET.  VEER
 OT0807'LEFT AND PROCEED CROSS-COUNTRY 0.1 MILE TO HIGH GROUND AND
 OT0807'STATION.
 OT0807'
 OT0807'PROVO EAST BASE IS VISIBLE FROM STATION WITH NORMAL TRIPOD
 OT0807'HEIGHTS FOR BOTH INSTRUMENT AND SIGNALS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0806 ***********************************************************************
 OT0806  DESIGNATION -  PROVO EAST BASE
 OT0806  PID         -  OT0806
 OT0806  STATE/COUNTY-  SD/FALL RIVER
 OT0806  COUNTRY     -  US
 OT0806  USGS QUAD   -  RUMFORD (2017)
 OT0806
 OT0806                         *CURRENT SURVEY CONTROL
 OT0806  ______________________________________________________________________
 OT0806* NAD 83(1996) POSITION- 43 12 14.06255(N) 103 44 35.03863(W)   ADJUSTED
 OT0806* NAVD 88 ORTHO HEIGHT -  1123.60  (+/-2cm)     3686.3   (feet) VERTCON3
 OT0806  ______________________________________________________________________
 OT0806  GEOID HEIGHT    -        -15.400 (meters)                     GEOID18
 OT0806  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 OT0806  HORZ ORDER      -  FIRST
 OT0806  VERT ORDER      -  THIRD ? (See Below)
 OT0806
 OT0806.The horizontal coordinates were established by classical geodetic methods
 OT0806.and adjusted by the National Geodetic Survey in January 1998.
 OT0806
 OT0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0806
 OT0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0806.GEOID18 height accuracy estimate available here.
 OT0806
 OT0806.The vertical order pertains to the NGVD 29 superseded value.
 OT0806
 OT0806.Click photographs - Photos may exist for this station.
 OT0806
 OT0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0806
 OT0806. The following values were computed from the NAD 83(1996) position.
 OT0806
 OT0806;                    North         East     Units Scale Factor Converg.
 OT0806;SPC SD S     -   102,399.932   322,984.658   MT  0.99993288   -2 21 08.0
 OT0806;SPC SD S     -   335,957.11  1,059,658.83   sFT  0.99993288   -2 21 08.0
 OT0806;UTM  13      - 4,784,225.487   602,111.693   MT  0.99972826   +0 51 38.0
 OT0806
 OT0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0806!SPC SD S     -   0.99982624  x   0.99993288  =   0.99975913
 OT0806!UTM  13      -   0.99982624  x   0.99972826  =   0.99955455
 OT0806
 OT0806:                Primary Azimuth Mark                     Grid Az
 OT0806:SPC SD S     -  PROVO ASTRONOMIC                         264 42 07.7
 OT0806:UTM  13      -  PROVO ASTRONOMIC                         261 29 21.7
 OT0806
 OT0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0211184225(NAD 83)
 OT0806
 OT0806|---------------------------------------------------------------------|
 OT0806| PID    Reference Object                     Distance      Geod. Az  |
 OT0806|                                                           dddmmss.s |
 OT0806| CQ4707 PROVO EAST BASE RM                                 17814     |
 OT0806| OT0807 PROVO ASTRONOMIC                    APPROX. 7.0 KM 2622059.7 |
 OT0806|---------------------------------------------------------------------|
 OT0806
 OT0806                          SUPERSEDED SURVEY CONTROL
 OT0806
 OT0806  NAD 83(1995)-  43 12 14.05909(N)    103 44 35.03894(W) AD(       ) 1
 OT0806  NAD 83(1993)-  43 12 14.05951(N)    103 44 35.04182(W) AD(       ) 1
 OT0806  NAD 83(1986)-  43 12 14.04421(N)    103 44 35.01344(W) AD(       ) 1
 OT0806  NAD 27      -  43 12 14.14400(N)    103 44 33.31400(W) AD(       ) 1
 OT0806  USSD        -  43 12 14.54600(N)    103 44 33.01400(W) AD(       ) 3
 OT0806  NGVD 29            1123.05   (m)         3684.5    (f) LEVELING    3  
 OT0806
 OT0806.Superseded values are not recommended for survey control.
 OT0806
 OT0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0806.See file dsdata.pdf to determine how the superseded data were derived.
 OT0806
 OT0806_MARKER: DS = TRIANGULATION STATION DISK
 OT0806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0806_MARK LOGO: CGS
 OT0806_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0806
 OT0806  HISTORY     - Date     Condition        Report By
 OT0806  HISTORY     - 1912     MONUMENTED       CGS
 OT0806  HISTORY     - 1963     GOOD             USAF
 OT0806
 OT0806                          STATION DESCRIPTION
 OT0806
 OT0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OT0806'ABOUT 4-1/2 MILES EAST OF TOWN OF PROVO, IN SE 1/4 SEC. 3, T.
 OT0806'10 S., R. 3 E., 200 METERS (656 FEET) WEST OF EAST SECTION LINE,
 OT0806'155 METERS (509 FEET) NORTH OF SOUTH SECTION LINE, 270 METERS
 OT0806'(886 FEET) N. 55 DEG W. OF SOUTHEAST CORNER OF ABOVE SECTION,
 OT0806'ON HOMESTEAD OF A.G. RILEY, WHO LIVES IN SOUTHWEST CORNER OF
 OT0806'ABOVE QUARTER SECTION.  SURFACE MARK IS STANDARD STATION DISK IN
 OT0806'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3
 OT0806'INCHES ABOVE GROUND.  UNDERGROUND MARK IS BRASS BOLT IN
 OT0806'CONCRETE BLOCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN
 OT0806'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES
 OT0806'ABOVE GROUND, IN FENCE LINE, 4.01 METERS (13.2 FEET) BELOW
 OT0806'STATION, AND 151.348 METERS (496.55 FEET) FROM STATION
 OT0806'S 01 DEG 36 MIN E.  ELEVATION--1,123.0
 OT0806'METERS (3,684 FEET).
 OT0806
 OT0806                          STATION RECOVERY (1963)
 OT0806
 OT0806'RECOVERY NOTE BY US AIR FORCE 1963
 OT0806'STATION FOUND IN GOOD CONDITION.  LOCATED IN OPEN PRAIRIE ON
 OT0806'THE WEST OF A LOW RIDGE LINE APPROXIMATELY 5 MILES E OF PROVO.
 OT0806'STATION MARK IS A STANDARD DISK IN A CONCRETE FILLED, GALVANIZED
 OT0806'IRON CYLINDER, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND
 OT0806'UNSTAMPED.  WITNESSED BY THREE 4 X 4 POSTS CLUSTERED ABOUT THE
 OT0806'STATION.
 OT0806'
 OT0806'TO REACH FROM THE POST OFFICE IN PROVO, PROCEED S AND THEN E ON
 OT0806'STATE HWY 52 FOR 0.9 MILES TO INTERSECTION WITH DIRT ROAD RIGHT
 OT0806'(SOUTH) AND A SIGN--TROTTER RANCH.  CONTINUE E ON HWY 52 FOR
 OT0806'1.9 MILES TO A T-ROAD LEFT (N).  PROCEED PAST T-ROAD FOR 1.0
 OT0806'MILES TO ANOTHER T-ROAD NORTH.  TURN LEFT (N) AND GO 1.0 MILES
 OT0806'TO A T-ROAD WEST (LEFT) AND A GATE IN A N-S FENCE LINE ON THE
 OT0806'RIGHT.  TURN RIGHT (EAST) AND CONTINUE E ALONG NORTH SIDE OF
 OT0806'E-W FENCE LINE FOR 1.5 MILES TO FENCE CORNER INTERSECTION WITH
 OT0806'FENCE LINE SOUTH.  LEAVE FENCES AND CONTINUE STRAIGHT AHEAD
 OT0806'(EAST) ALONG TRAIL ROAD FOR 0.3 MILES TO A POINT SOUTH OF
 OT0806'STATION.  TURN LEFT (N) AND DRIVE 0.1 MILE TO CREST OF RIDGE AND
 OT0806'STATION.
 OT0806'
 OT0806'STATION IS INTERVISIBLE WITH PROVO ASTRONOMIC AT NORMAL TRIPOD
 OT0806'HEIGHTS FOR INSTRUMENT AND SIGNAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0809 ***********************************************************************
 OT0809  DESIGNATION -  PROVO WEST BASE
 OT0809  PID         -  OT0809
 OT0809  STATE/COUNTY-  SD/FALL RIVER
 OT0809  COUNTRY     -  US
 OT0809  USGS QUAD   -  PHISTER RANCH (2017)
 OT0809
 OT0809                         *CURRENT SURVEY CONTROL
 OT0809  ______________________________________________________________________
 OT0809* NAD 83(1996) POSITION- 43 10 22.95316(N) 103 55 01.66774(W)   ADJUSTED
 OT0809* NAVD 88 ORTHO HEIGHT -  1177.76  (+/-2cm)     3864.0   (feet) VERTCON3
 OT0809  ______________________________________________________________________
 OT0809  GEOID HEIGHT    -        -15.149 (meters)                     GEOID18
 OT0809  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 OT0809  HORZ ORDER      -  FIRST
 OT0809  VERT ORDER      -  THIRD ? (See Below)
 OT0809
 OT0809.The horizontal coordinates were established by classical geodetic methods
 OT0809.and adjusted by the National Geodetic Survey in January 1998.
 OT0809
 OT0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0809
 OT0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0809.GEOID18 height accuracy estimate available here.
 OT0809
 OT0809.The vertical order pertains to the NGVD 29 superseded value.
 OT0809
 OT0809.Click photographs - Photos may exist for this station.
 OT0809
 OT0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0809
 OT0809. The following values were computed from the NAD 83(1996) position.
 OT0809
 OT0809;                    North         East     Units Scale Factor Converg.
 OT0809;SPC SD S     -    99,569.866   308,703.953   MT  0.99993690   -2 28 20.2
 OT0809;SPC SD S     -   326,672.14  1,012,806.22   sFT  0.99993690   -2 28 20.2
 OT0809;SPC WY E     -   297,634.684   301,596.223   MT  1.00006443   +0 51 18.0
 OT0809;SPC WY E     -   976,489.79    989,486.94   sFT  1.00006443   +0 51 18.0
 OT0809;UTM  13      - 4,780,600.275   588,015.207   MT  0.99969529   +0 44 27.4
 OT0809
 OT0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0809!SPC SD S     -   0.99981771  x   0.99993690  =   0.99975462
 OT0809!SPC WY E     -   0.99981771  x   1.00006443  =   0.99988213
 OT0809!UTM  13      -   0.99981771  x   0.99969529  =   0.99951306
 OT0809
 OT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8801580600(NAD 83)
 OT0809
 OT0809|---------------------------------------------------------------------|
 OT0809| PID    Reference Object                     Distance      Geod. Az  |
 OT0809|                                                           dddmmss.s |
 OT0809| CQ4708 PROVO WEST BASE RM                                 17935     |
 OT0809|---------------------------------------------------------------------|
 OT0809
 OT0809                          SUPERSEDED SURVEY CONTROL
 OT0809
 OT0809  NAD 83(1995)-  43 10 22.94960(N)    103 55 01.66885(W) AD(       ) 1
 OT0809  NAD 83(1993)-  43 10 22.95028(N)    103 55 01.67024(W) AD(       ) 1
 OT0809  NAD 83(1986)-  43 10 22.93411(N)    103 55 01.64540(W) AD(       ) 1
 OT0809  NAD 27      -  43 10 23.03600(N)    103 54 59.92100(W) AD(       ) 1
 OT0809  USSD        -  43 10 23.43800(N)    103 54 59.62200(W) AD(       ) 3
 OT0809  NGVD 29            1177.19   (m)         3862.2    (f) LEVELING    3  
 OT0809
 OT0809.Superseded values are not recommended for survey control.
 OT0809
 OT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0809.See file dsdata.pdf to determine how the superseded data were derived.
 OT0809
 OT0809_MARKER: DS = TRIANGULATION STATION DISK
 OT0809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0809_STAMPING: PROVO WEST BASE
 OT0809_MARK LOGO: CGS
 OT0809_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0809
 OT0809  HISTORY     - Date     Condition        Report By
 OT0809  HISTORY     - 1912     MONUMENTED       CGS
 OT0809  HISTORY     - 1963     MARK NOT FOUND   USAF
 OT0809
 OT0809                          STATION DESCRIPTION
 OT0809
 OT0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OT0809'ABOUT 4-1/4 MILES WEST, AND 1-1/2 MILES SOUTH OF TOWN OF PROVO,
 OT0809'AND ABOUT 65 YARDS SOUTHEAST OF SOUTHEAST CORNER OF LOG
 OT0809'SCHOOLHOUSE.  SURFACE MARK IS STANDARD DISK STATION MARK IN
 OT0809'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3
 OT0809'INCHES ABOVE GROUND.  UNDERGROUND MARK IS BRASS BOLT IN CONCRETE
 OT0809'BLOCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN
 OT0809'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES
 OT0809'ABOVE GROUND, 1/2 METER (1.6 FEET) EAST OF WEST
 OT0809'SECTION-LINE FENCE, 0.11 METER (.04 FOOT) BELOW STATION, AND
 OT0809'58.860 METERS (193.11 FEET) FROM STATION S 00 DEG 15 MIN E.
 OT0809'ELEVATION--1,177.2 METERS (3,862 FEET).
 OT0809
 OT0809                          STATION RECOVERY (1963)
 OT0809
 OT0809'RECOVERY NOTE BY US AIR FORCE 1963
 OT0809'STATION SEARCHED FOR BUT NOT FOUND.  PROBABLY LOST IN CONSTRUCTION
 OT0809'OPERATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0058 ***********************************************************************
 OT0058  DESIGNATION -  PS 1356+19 X REF 59
 OT0058  PID         -  OT0058
 OT0058  STATE/COUNTY-  SD/PENNINGTON
 OT0058  COUNTRY     -  US
 OT0058  USGS QUAD   -  WALL SW (2017)
 OT0058
 OT0058                         *CURRENT SURVEY CONTROL
 OT0058  ______________________________________________________________________
 OT0058* NAD 83(1986) POSITION- 43 51 12.     (N) 102 13 06.     (W)   SCALED
 OT0058* NAVD 88 ORTHO HEIGHT -   851.438 (meters)     2793.43  (feet) ADJUSTED
 OT0058  ______________________________________________________________________
 OT0058  GEOID HEIGHT    -        -19.107 (meters)                     GEOID18
 OT0058  DYNAMIC HEIGHT  -        851.159 (meters)     2792.51  (feet) COMP
 OT0058  MODELED GRAVITY -    980,262.8   (mgal)                       NAVD 88
 OT0058
 OT0058  VERT ORDER      -  SECOND    CLASS 0
 OT0058
 OT0058.The horizontal coordinates were scaled from a map and have
 OT0058.an estimated accuracy of +/- 6 seconds.
 OT0058
 OT0058.The orthometric height was determined by differential leveling and
 OT0058.adjusted by the NATIONAL GEODETIC SURVEY
 OT0058.in June 1991.
 OT0058
 OT0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0058.GEOID18 height accuracy estimate available here.
 OT0058
 OT0058.Click photographs - Photos may exist for this station.
 OT0058
 OT0058.The dynamic height is computed by dividing the NAVD 88
 OT0058.geopotential number by the normal gravity value computed on the
 OT0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0058.degrees latitude (g = 980.6199 gals.).
 OT0058
 OT0058.The modeled gravity was interpolated from observed gravity values.
 OT0058
 OT0058;                    North         East    Units  Estimated Accuracy
 OT0058;SPC SD S     -   170,580.      448,470.      MT  (+/- 180 meters Scaled)
 OT0058
 OT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ235593(NAD 83)
 OT0058
 OT0058                          SUPERSEDED SURVEY CONTROL
 OT0058
 OT0058  NGVD 29 (??/??/92)  850.965  (m)         2791.87   (f) ADJ UNCH    2 0
 OT0058
 OT0058.Superseded values are not recommended for survey control.
 OT0058
 OT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0058.See file dsdata.pdf to determine how the superseded data were derived.
 OT0058
 OT0058_MARKER: DD = SURVEY DISK
 OT0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0058_STAMPING: PS 1356+19 X REF 59
 OT0058_MARK LOGO: BPR
 OT0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0058+STABILITY: SURFACE MOTION
 OT0058
 OT0058  HISTORY     - Date     Condition        Report By
 OT0058  HISTORY     - UNK      MONUMENTED       BPR
 OT0058  HISTORY     - 1962     GOOD             CGS
 OT0058
 OT0058                          STATION DESCRIPTION
 OT0058
 OT0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0058'10.8 MI SE FROM WALL.
 OT0058'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0058'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0058'THENCE 10.4 MILES SOUTH ALONG U.S. HIGHWAY 16A, 0.1 MILE
 OT0058'NORTHWEST OF A PARKING AREA ON THE NORTHEAST SIDE OF THE
 OT0058'HIGHWAY, 60 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OT0058'ON THE CREST OF A GREY BALD MOUND, SET IN THE TOP OF A CONCRETE
 OT0058'POST PROJECTING 2-INCHES, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 OT0058'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1147 ***********************************************************************
 PT1147  DESIGNATION -  PT1147
 PT1147  PID         -  PT1147
 PT1147  STATE/COUNTY-  SD/HAAKON
 PT1147  COUNTRY     -  US
 PT1147  USGS QUAD   -  TORNADO RANCH (2017)
 PT1147
 PT1147                         *CURRENT SURVEY CONTROL
 PT1147  ______________________________________________________________________
 PT1147* NAD 83(1996) POSITION- 44 16 29.03567(N) 101 32 49.48563(W)   ADJUSTED
 PT1147* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 PT1147  ______________________________________________________________________
 PT1147  GEOID HEIGHT    -        -21.378 (meters)                     GEOID18
 PT1147  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC18
 PT1147  HORZ ORDER      -  SECOND
 PT1147
 PT1147.The horizontal coordinates were established by classical geodetic methods
 PT1147.and adjusted by the National Geodetic Survey in January 1998.
 PT1147
 PT1147.The orthometric height was scaled from a topographic map.
 PT1147
 PT1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1147.GEOID18 height accuracy estimate available here.
 PT1147
 PT1147.Click photographs - Photos may exist for this station.
 PT1147
 PT1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1147
 PT1147. The following values were computed from the NAD 83(1996) position.
 PT1147
 PT1147;                    North         East     Units Scale Factor Converg.
 PT1147;SPC SD S     -   216,388.193   503,106.500   MT  0.99997249   -0 50 14.3
 PT1147;SPC SD S     -   709,933.60  1,650,608.58   sFT  0.99997249   -0 50 14.3
 PT1147;UTM  14      - 4,905,542.618   296,733.043   MT  1.00010816   -1 46 43.4
 PT1147
 PT1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1147!SPC SD S     -   0.99988146  x   0.99997249  =   0.99985395
 PT1147!UTM  14      -   0.99988146  x   1.00010816  =   0.99998961
 PT1147
 PT1147:                Primary Azimuth Mark                     Grid Az
 PT1147:SPC SD S     -  CQ4115                                   178 24 48.9
 PT1147:UTM  14      -  CQ4115                                   179 21 18.0
 PT1147
 PT1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9673305542(NAD 83)
 PT1147
 PT1147|---------------------------------------------------------------------|
 PT1147| PID    Reference Object                     Distance      Geod. Az  |
 PT1147|                                                           dddmmss.s |
 PT1147| PT1148 HANSENS WIND CHARGER                APPROX. 0.8 KM 1295648.8 |
 PT1147| CQ4115 CQ4115                                             1773434.6 |
 PT1147| CQ4117 CQ4117                               18.995 METERS 18009     |
 PT1147| CQ4116 CQ4116                               15.423 METERS 35913     |
 PT1147|---------------------------------------------------------------------|
 PT1147
 PT1147                          SUPERSEDED SURVEY CONTROL
 PT1147
 PT1147  NAD 83(1986)-  44 16 29.02834(N)    101 32 49.48781(W) AD(       ) 2
 PT1147  NAD 27      -  44 16 29.08100(N)    101 32 47.96800(W) AD(       ) 2
 PT1147
 PT1147.Superseded values are not recommended for survey control.
 PT1147
 PT1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1147.See file dsdata.pdf to determine how the superseded data were derived.
 PT1147
 PT1147_MARKER: DS = TRIANGULATION STATION DISK
 PT1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1147_MARK LOGO: CGS
 PT1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1147+STABILITY: SURFACE MOTION
 PT1147
 PT1147  HISTORY     - Date     Condition        Report By
 PT1147  HISTORY     - 1950     MONUMENTED       CGS
 PT1147  HISTORY     - 1952     GOOD             CGS
 PT1147
 PT1147                          STATION DESCRIPTION
 PT1147
 PT1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1147'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH FLAT-TOPPED
 PT1147'RIDGE ABOUT 16-1/2 MILES NORTH AND 6 MILES EAST OF PHILIP AND
 PT1147'3 FEET EAST OF A NORTH-SOUTH BARBED WIRE FENCE.
 PT1147'
 PT1147'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PT1147'AND STATE HIGHWAY 73 IN PHILIP, GO NORTH ON STATE HIGHWAY 73
 PT1147'FOR 11.1 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST FOR
 PT1147'7.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR
 PT1147'4.85 MILES TO A GATE AND A TRACK ROAD LEADING NORTHWEST.
 PT1147'TURN LEFT THROUGH GATE AND GO NORTHWESTERLY FOR 0.8 MILE
 PT1147'TO A RANCH HOUSE ON THE RIGHT.  CONTINUE WEST ON TRACK ROAD
 PT1147'FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 PT1147'FOR 0.1 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE
 PT1147'RIGHT.  CONTINUE AHEAD FOR 0.2 MILE TO THE STATION.
 PT1147'
 PT1147'THE STATION MARK PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 PT1147'STAMPED.
 PT1147'
 PT1147'REFERENCE MARK NO. 1 IS 2 FEET EAST OF A NORTH-SOUTH BARBED
 PT1147'WIRE FENCE.  THE MARK PROJECTS ABOUT 8 INCHES, AND THE DISK
 PT1147'IS STAMPED.
 PT1147'
 PT1147'REFERENCE MARK NO. 2 IS 2 FEET EAST OF THE NORTH-SOUTH FENCE.
 PT1147'THE MARK PROJECTS ABOUT 3 INCHES, AND THE DISK IS STAMPED.
 PT1147'
 PT1147'AZIMUTH MARK IS 3 FEET EAST OF THE EAST GATE POST IN A NORTH-SOUTH
 PT1147'BARBED WIRE FENCE.  THE MARK PROJECTS ABOUT 5 INCHES, AND
 PT1147'THE DISK IS STAMPED.
 PT1147'
 PT1147'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1147'CONCRETE CYLINDERS.
 PT1147'
 PT1147'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PT1147
 PT1147                          STATION RECOVERY (1952)
 PT1147
 PT1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1147'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 PT1147'GOOD CONDITION.  A DISCRENPANCY WAS NOTED ON THE DISTANCES
 PT1147'TO REFERENCE MARK 2 AND ALSO ON THE DIRECTIONS TO ALL THE
 PT1147'MARKS, THIS WAS CHECKED AND RECHECKED AND FOUND TO BE AS
 PT1147'SHOWN BELOW.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 PT1147'
 PT1147'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0197 ***********************************************************************
 QQ0197  DESIGNATION -  PTS 8
 QQ0197  PID         -  QQ0197
 QQ0197  STATE/COUNTY-  SD/ROBERTS
 QQ0197  COUNTRY     -  US
 QQ0197  USGS QUAD   -  SISSETON (2017)
 QQ0197
 QQ0197                         *CURRENT SURVEY CONTROL
 QQ0197  ______________________________________________________________________
 QQ0197* NAD 83(1986) POSITION- 45 44 49.0    (N) 097 01 14.3    (W)   HD_HELD2
 QQ0197* NAVD 88 ORTHO HEIGHT -   365.513 (meters)     1199.19  (feet) ADJUSTED
 QQ0197  ______________________________________________________________________
 QQ0197  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 QQ0197  DYNAMIC HEIGHT  -        365.502 (meters)     1199.15  (feet) COMP
 QQ0197  MODELED GRAVITY -    980,575.5   (mgal)                       NAVD 88
 QQ0197
 QQ0197  VERT ORDER      -  SECOND    CLASS 0
 QQ0197
 QQ0197.The horizontal coordinates were established by autonomous hand held GPS
 QQ0197.observations and have an estimated accuracy of +/- 10 meters.
 QQ0197
 QQ0197.The orthometric height was determined by differential leveling and
 QQ0197.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0197.in June 1991.
 QQ0197
 QQ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0197.GEOID18 height accuracy estimate available here.
 QQ0197
 QQ0197.Click photographs - Photos may exist for this station.
 QQ0197
 QQ0197.The dynamic height is computed by dividing the NAVD 88
 QQ0197.geopotential number by the normal gravity value computed on the
 QQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0197.degrees latitude (g = 980.6199 gals.).
 QQ0197
 QQ0197.The modeled gravity was interpolated from observed gravity values.
 QQ0197
 QQ0197;                    North         East    Units  Estimated Accuracy
 QQ0197;SPC SD N     -   216,920.      831,792.      MT  (+/- 10 meters HH2 GPS)
 QQ0197
 QQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5396267837(NAD 83)
 QQ0197
 QQ0197                          SUPERSEDED SURVEY CONTROL
 QQ0197
 QQ0197  NGVD 29 (??/??/92)  365.277  (m)         1198.41   (f) ADJ UNCH    2 0
 QQ0197
 QQ0197.Superseded values are not recommended for survey control.
 QQ0197
 QQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0197.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0197
 QQ0197_MARKER: P = PIPE CAP
 QQ0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0197_STAMPING: 8 1198 1915
 QQ0197_MARK LOGO: USGS
 QQ0197_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0197
 QQ0197  HISTORY     - Date     Condition        Report By
 QQ0197  HISTORY     - 1915     MONUMENTED       USGS
 QQ0197  HISTORY     - 1934     GOOD             CGS
 QQ0197
 QQ0197                          STATION DESCRIPTION
 QQ0197
 QQ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0197'7.3 MI N FROM SISSETON.
 QQ0197'7.3 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE MUNICIPAL TOURIST
 QQ0197'PARK AT SISSETON, ROBERTS COUNTY, 24 FEET NORTH OF A ROAD
 QQ0197'CROSSING, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 QQ0197'ABOUT LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 QQ0197'STANDARD CAP, STAMPED 8 1198 1915 AND RIVETED ON THE TOP OF A
 QQ0197'3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1068 ***********************************************************************
 PT1068  DESIGNATION -  PUBLIC
 PT1068  PID         -  PT1068
 PT1068  STATE/COUNTY-  SD/STANLEY
 PT1068  COUNTRY     -  US
 PT1068  USGS QUAD   -  HOHRMAN RANCH (2017)
 PT1068
 PT1068                         *CURRENT SURVEY CONTROL
 PT1068  ______________________________________________________________________
 PT1068* NAD 83(1996) POSITION- 44 21 19.68876(N) 100 55 58.30288(W)   ADJUSTED
 PT1068* NAVD 88 ORTHO HEIGHT -   656.984 (meters)     2155.46  (feet) ADJUSTED
 PT1068  ______________________________________________________________________
 PT1068  GEOID HEIGHT    -        -22.710 (meters)                     GEOID18
 PT1068  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 PT1068  DYNAMIC HEIGHT  -        656.828 (meters)     2154.94  (feet) COMP
 PT1068  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 PT1068
 PT1068  HORZ ORDER      -  SECOND
 PT1068  VERT ORDER      -  FIRST     CLASS II
 PT1068
 PT1068.The horizontal coordinates were established by classical geodetic methods
 PT1068.and adjusted by the National Geodetic Survey in January 1998.
 PT1068
 PT1068.The orthometric height was determined by differential leveling and
 PT1068.adjusted by the NATIONAL GEODETIC SURVEY
 PT1068.in October 1997.
 PT1068
 PT1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1068.GEOID18 height accuracy estimate available here.
 PT1068
 PT1068.Click photographs - Photos may exist for this station.
 PT1068
 PT1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1068
 PT1068.The dynamic height is computed by dividing the NAVD 88
 PT1068.geopotential number by the normal gravity value computed on the
 PT1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1068.degrees latitude (g = 980.6199 gals.).
 PT1068
 PT1068.The modeled gravity was interpolated from observed gravity values.
 PT1068
 PT1068. The following values were computed from the NAD 83(1996) position.
 PT1068
 PT1068;                    North         East     Units Scale Factor Converg.
 PT1068;SPC SD S     -   224,823.894   552,203.026   MT  0.99998967   -0 24 48.9
 PT1068;SPC SD S     -   737,609.73  1,811,686.09   sFT  0.99998967   -0 24 48.9
 PT1068;UTM  14      - 4,913,172.031   345,962.015   MT  0.99989181   -1 21 05.6
 PT1068
 PT1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1068!SPC SD S     -   0.99990056  x   0.99998967  =   0.99989023
 PT1068!UTM  14      -   0.99990056  x   0.99989181  =   0.99979238
 PT1068
 PT1068:                Primary Azimuth Mark                     Grid Az
 PT1068:SPC SD S     -  PUBLIC AZ MK                             190 50 27.0
 PT1068:UTM  14      -  PUBLIC AZ MK                             191 46 43.7
 PT1068
 PT1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4596213172(NAD 83)
 PT1068
 PT1068|---------------------------------------------------------------------|
 PT1068| PID    Reference Object                     Distance      Geod. Az  |
 PT1068|                                                           dddmmss.s |
 PT1068| CO6689 PUBLIC AZ MK                                       1902538.1 |
 PT1068| AB6184 PUBLIC RM 1                          18.718 METERS 19232     |
 PT1068| AB6183 PUBLIC RM 2                          18.456 METERS 29231     |
 PT1068|---------------------------------------------------------------------|
 PT1068
 PT1068                          SUPERSEDED SURVEY CONTROL
 PT1068
 PT1068  NAD 83(1986)-  44 21 19.68301(N)    100 55 58.30518(W) AD(       ) 2
 PT1068  NAD 27      -  44 21 19.74000(N)    100 55 56.78900(W) AD(       ) 2
 PT1068
 PT1068.Superseded values are not recommended for survey control.
 PT1068
 PT1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1068.See file dsdata.pdf to determine how the superseded data were derived.
 PT1068
 PT1068_MARKER: DS = TRIANGULATION STATION DISK
 PT1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1068_STAMPING: PUBLIC 1952
 PT1068_MARK LOGO: CGS
 PT1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1068+STABILITY: SURFACE MOTION
 PT1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1068+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 PT1068
 PT1068  HISTORY     - Date     Condition        Report By
 PT1068  HISTORY     - 1952     MONUMENTED       CGS
 PT1068  HISTORY     - 19950803 GOOD             NGS
 PT1068  HISTORY     - 20120531 GOOD             INDIV
 PT1068  HISTORY     - 20160120 GOOD             INDIV
 PT1068
 PT1068                          STATION DESCRIPTION
 PT1068
 PT1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1068'THE STATION IS IN SECTION 36, T 5 N, R 26 E, WHICH IS IN A
 PT1068'SCHOOL SECTION AND IS OWNED BY THE STATE, ABOUT 4-1/4 MILES
 PT1068'EAST AND 1 MILE SOUTH OF HAYES, 1.1 MILES SOUTH OF U.S. HIGHWAY
 PT1068'14, 220 FEET EAST OF A WIRE FENCE AND 4 FEET SOUTHEAST OF A
 PT1068'WHITE 4 IN X 4 IN WITNESS POST.
 PT1068'
 PT1068'TO REACH THE STATION FROM A CONCRETE BRIDGE ON U.S. HIGHWAY
 PT1068'14 AT THE EDGE OF TOWN OF HAYES, GO EAST ON U.S. HIGHWAY 14 FOR
 PT1068'3.7 MILES TO A CROSS ROAD, TURN RIGHT (SOUTH) AND GO FOR 1.2
 PT1068'MILES TO A FARM HOUSE ON THE LEFT AT THE END OF THIS ROAD, GO
 PT1068'EAST BETWEEN THE HOUSE AND THE BARN FOR 0.1 MILE TO A GATE ON
 PT1068'THE RIGHT AND EAST OF A SHED, GO THROUGH GATE AND BEAR LEFT
 PT1068'ON A TRACK ROAD (EAST AND SOUTHEAST) FOR 0.45 MILE TO A WIRE
 PT1068'GATE, GO THROUGH GATE AND GO NORTH-NORTHEAST FOR 0.1 MILE TO
 PT1068'THE STATION AS DESCRIBED.
 PT1068'
 PT1068'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST
 PT1068'FOR 0.1 MILE TO THE GATE, CONTINUE SOUTHERLY ON THE EAST SIDE
 PT1068'OF A WIRE FENCE FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED
 PT1068'BELOW.
 PT1068'
 PT1068'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1068'PUBLIC 1952.
 PT1068'
 PT1068'REFERENCE MARK 1 PROJECTS 10 INCHES AND THE DISK IS STAMPED
 PT1068'PUBLIC NO 1 1952.
 PT1068'
 PT1068'REFERENCE MARK 2 IS 161 FEET EAST OF A WIRE FENCE.  THE MARK
 PT1068'PROJECTS 6 INCHES AND THE DISK IS STAMPED PUBLIC NO 2 1952.
 PT1068'
 PT1068'THE AZIMUTH MARK IS 3 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS
 PT1068'AND 2 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES
 PT1068'AND THE DISK IS STAMPED PUBLIC 1952.
 PT1068'
 PT1068'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1068
 PT1068                          STATION RECOVERY (1995)
 PT1068
 PT1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1068'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1068'IN HAYES, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG WHITE RANCH ROAD,
 PT1068'THENCE 1.0 KM (0.60 MI) EASTERLY ALONG A TRACK ROAD, THENCE 0.2 KM
 PT1068'(0.10 MI) NORTHEASTERLY ACROSS A PASTURE TO THE HIGHEST POINT OF A
 PT1068'HILL, 68.1 M (223.4 FT) EAST OF A FENCE, 18.9 M (62.0 FT) NORTH OF
 PT1068'REFERENCE MARK 2, 18.7 M (61.4 FT) EAST OF REFERENCE MARK 1, AND THE
 PT1068'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 PT1068'MONUMENT IS ON PROPERTY OWNED BY WARREN WHITE, 21009 GRAY PLACE, BOX
 PT1068'306, FORT PIERRE, SD 57537, TELEPHONE NUMBER (605) 567-3532.
 PT1068
 PT1068                          STATION RECOVERY (2012)
 PT1068
 PT1068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT1068'RECOVERED IN GOOD CONDITION.
 PT1068
 PT1068                          STATION RECOVERY (2016)
 PT1068
 PT1068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RJT)
 PT1068'THE PROPERTY IS NO LONGER OWNED BY WARREN WHITE. THE WHITE FARM AND
 PT1068'RANCH L.L.C. IS THE CURRENT OWNER. RON OLINGER IS THE CONTACT PERSON.
 PT1068'
 PT1068'1404 W HEATHERRIDGE CIRCLE, SIOUX FALLS, SD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6184 ***********************************************************************
 AB6184  DESIGNATION -  PUBLIC RM 1
 AB6184  PID         -  AB6184
 AB6184  STATE/COUNTY-  SD/STANLEY
 AB6184  COUNTRY     -  US
 AB6184  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB6184
 AB6184                         *CURRENT SURVEY CONTROL
 AB6184  ______________________________________________________________________
 AB6184* NAD 83(1986) POSITION- 44 21 19.10   (N) 100 55 58.49   (W)   HD_HELD1
 AB6184* NAVD 88 ORTHO HEIGHT -   656.396 (meters)     2153.53  (feet) ADJUSTED
 AB6184  ______________________________________________________________________
 AB6184  GEOID HEIGHT    -        -22.710 (meters)                     GEOID18
 AB6184  DYNAMIC HEIGHT  -        656.240 (meters)     2153.01  (feet) COMP
 AB6184  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 AB6184
 AB6184  VERT ORDER      -  FIRST     CLASS II
 AB6184
 AB6184.The horizontal coordinates were determined by differentially corrected
 AB6184.hand held GPS observations or other comparable positioning techniques
 AB6184.and have an estimated accuracy of +/- 3 meters.
 AB6184
 AB6184.The orthometric height was determined by differential leveling and
 AB6184.adjusted by the NATIONAL GEODETIC SURVEY
 AB6184.in October 1997.
 AB6184
 AB6184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6184.GEOID18 height accuracy estimate available here.
 AB6184
 AB6184.Click photographs - Photos may exist for this station.
 AB6184
 AB6184.The dynamic height is computed by dividing the NAVD 88
 AB6184.geopotential number by the normal gravity value computed on the
 AB6184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6184.degrees latitude (g = 980.6199 gals.).
 AB6184
 AB6184.The modeled gravity was interpolated from observed gravity values.
 AB6184
 AB6184;                    North         East    Units  Estimated Accuracy
 AB6184;SPC SD S     -   224,805.8     552,198.8     MT  (+/- 3 meters HH1 GPS) 
 AB6184
 AB6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4595713153(NAD 83)
 AB6184
 AB6184                          SUPERSEDED SURVEY CONTROL
 AB6184
 AB6184.No superseded survey control is available for this station.
 AB6184
 AB6184_MARKER: DR = REFERENCE MARK DISK
 AB6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6184_STAMPING: PUBLIC NO 1 1952
 AB6184_MARK LOGO: CGS
 AB6184_PROJECTION: PROJECTING 20 CENTIMETERS
 AB6184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6184+STABILITY: SURFACE MOTION
 AB6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6184+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 AB6184
 AB6184  HISTORY     - Date     Condition        Report By
 AB6184  HISTORY     - 1952     MONUMENTED       CGS
 AB6184  HISTORY     - 19950803 GOOD             NGS
 AB6184
 AB6184                          STATION DESCRIPTION
 AB6184
 AB6184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6184'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB6184'IN HAYES, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG WHITE RANCH ROAD,
 AB6184'THENCE 1.0 KM (0.60 MI) EASTERLY ALONG A TRACK ROAD, THENCE 0.2 KM
 AB6184'(0.10 MI) NORTHEASTERLY ACROSS A PASTURE TO THE HIGHEST POINT OF A
 AB6184'HILL, 49.4 M (162.1 FT) EAST OF A FENCE, 28.5 M (93.5 FT) WEST OF
 AB6184'REFERENCE MARK 2, 18.7 M (61.4 FT) WEST OF TRIANGULATION STATION
 AB6184'PUBLIC, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AB6184'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY WARREN WHITE,
 AB6184'21009 GRAY PLACE, BOX 306, FORT PIERRE, SD 57537, TELEPHONE NUMBER
 AB6184'(605) 567-3532.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6183 ***********************************************************************
 AB6183  DESIGNATION -  PUBLIC RM 2
 AB6183  PID         -  AB6183
 AB6183  STATE/COUNTY-  SD/STANLEY
 AB6183  COUNTRY     -  US
 AB6183  USGS QUAD   -  HOHRMAN RANCH (2017)
 AB6183
 AB6183                         *CURRENT SURVEY CONTROL
 AB6183  ______________________________________________________________________
 AB6183* NAD 83(1986) POSITION- 44 21 19.92   (N) 100 55 59.07   (W)   HD_HELD1
 AB6183* NAVD 88 ORTHO HEIGHT -   656.359 (meters)     2153.40  (feet) ADJUSTED
 AB6183  ______________________________________________________________________
 AB6183  GEOID HEIGHT    -        -22.709 (meters)                     GEOID18
 AB6183  DYNAMIC HEIGHT  -        656.203 (meters)     2152.89  (feet) COMP
 AB6183  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 AB6183
 AB6183  VERT ORDER      -  FIRST     CLASS II
 AB6183
 AB6183.The horizontal coordinates were determined by differentially corrected
 AB6183.hand held GPS observations or other comparable positioning techniques
 AB6183.and have an estimated accuracy of +/- 3 meters.
 AB6183
 AB6183.The orthometric height was determined by differential leveling and
 AB6183.adjusted by the NATIONAL GEODETIC SURVEY
 AB6183.in October 1997.
 AB6183
 AB6183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6183.GEOID18 height accuracy estimate available here.
 AB6183
 AB6183.Click photographs - Photos may exist for this station.
 AB6183
 AB6183.The dynamic height is computed by dividing the NAVD 88
 AB6183.geopotential number by the normal gravity value computed on the
 AB6183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6183.degrees latitude (g = 980.6199 gals.).
 AB6183
 AB6183.The modeled gravity was interpolated from observed gravity values.
 AB6183
 AB6183;                    North         East    Units  Estimated Accuracy
 AB6183;SPC SD S     -   224,831.2     552,186.1     MT  (+/- 3 meters HH1 GPS) 
 AB6183
 AB6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4594513179(NAD 83)
 AB6183
 AB6183                          SUPERSEDED SURVEY CONTROL
 AB6183
 AB6183.No superseded survey control is available for this station.
 AB6183
 AB6183_MARKER: DR = REFERENCE MARK DISK
 AB6183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6183_STAMPING: PUBLIC NO 2 1952
 AB6183_MARK LOGO: CGS
 AB6183_PROJECTION: PROJECTING 20 CENTIMETERS
 AB6183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6183+STABILITY: SURFACE MOTION
 AB6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6183+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1995
 AB6183
 AB6183  HISTORY     - Date     Condition        Report By
 AB6183  HISTORY     - 1952     MONUMENTED       CGS
 AB6183  HISTORY     - 19950803 GOOD             NGS
 AB6183
 AB6183                          STATION DESCRIPTION
 AB6183
 AB6183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6183'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB6183'IN HAYES, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG WHITE RANCH ROAD,
 AB6183'THENCE 1.0 KM (0.60 MI) EASTERLY ALONG A TRACK ROAD, THENCE 0.2 KM
 AB6183'(0.10 MI) NORTHEASTERLY ACROSS A PASTURE TO THE HIGHEST POINT OF A
 AB6183'HILL, 47.8 M (156.8 FT) EAST OF A FENCE, 28.5 M (93.5 FT) EAST OF
 AB6183'REFERENCE MARK 1, 18.9 M (62.0 FT) SOUTH OF TRIANGULATION STATION
 AB6183'PUBLIC, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AB6183'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY WARREN WHITE,
 AB6183'21009 GRAY PLACE, BOX 306, FORT PIERRE, SD 57537, TELEPHONE NUMBER
 AB6183'(605) 567-3532.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0198 ***********************************************************************
 QT0198  DESIGNATION -  PUG RM 1
 QT0198  PID         -  QT0198
 QT0198  STATE/COUNTY-  SD/MEADE
 QT0198  COUNTRY     -  US
 QT0198  USGS QUAD   -  MAURINE (2017)
 QT0198
 QT0198                         *CURRENT SURVEY CONTROL
 QT0198  ______________________________________________________________________
 QT0198* NAD 83(1986) POSITION- 45 01 27.     (N) 102 34 06.     (W)   SCALED
 QT0198* NAVD 88 ORTHO HEIGHT -   894.836 (meters)     2935.81  (feet) ADJUSTED
 QT0198  ______________________________________________________________________
 QT0198  GEOID HEIGHT    -        -18.083 (meters)                     GEOID18
 QT0198  DYNAMIC HEIGHT  -        894.647 (meters)     2935.19  (feet) COMP
 QT0198  MODELED GRAVITY -    980,375.0   (mgal)                       NAVD 88
 QT0198
 QT0198  VERT ORDER      -  FIRST     CLASS II
 QT0198
 QT0198.The horizontal coordinates were scaled from a map and have
 QT0198.an estimated accuracy of +/- 6 seconds.
 QT0198
 QT0198.The orthometric height was determined by differential leveling and
 QT0198.adjusted by the NATIONAL GEODETIC SURVEY
 QT0198.in July 1998.
 QT0198
 QT0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0198.GEOID18 height accuracy estimate available here.
 QT0198
 QT0198.Click photographs - Photos may exist for this station.
 QT0198
 QT0198.The dynamic height is computed by dividing the NAVD 88
 QT0198.geopotential number by the normal gravity value computed on the
 QT0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0198.degrees latitude (g = 980.6199 gals.).
 QT0198
 QT0198.The modeled gravity was interpolated from observed gravity values.
 QT0198
 QT0198;                    North         East    Units  Estimated Accuracy
 QT0198;SPC SD N     -   135,540.      397,630.      MT  (+/- 180 meters Scaled)
 QT0198
 QT0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK915885(NAD 83)
 QT0198
 QT0198                          SUPERSEDED SURVEY CONTROL
 QT0198
 QT0198  NAVD 88 (06/15/91)  894.872  (m)         2935.93   (f) SUPERSEDED  1 2
 QT0198  NGVD 29 (??/??/92)  894.408  (m)         2934.40   (f) ADJ UNCH    1 2
 QT0198
 QT0198.Superseded values are not recommended for survey control.
 QT0198
 QT0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0198.See file dsdata.pdf to determine how the superseded data were derived.
 QT0198
 QT0198_MARKER: DR = REFERENCE MARK DISK
 QT0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0198_STAMPING: PUG NO 1 1962
 QT0198_MARK LOGO: CGS
 QT0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0198+STABILITY: SURFACE MOTION
 QT0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0198+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0198
 QT0198  HISTORY     - Date     Condition        Report By
 QT0198  HISTORY     - 1962     MONUMENTED       CGS
 QT0198  HISTORY     - 1963     GOOD             CGS
 QT0198  HISTORY     - 19960425 GOOD             NGS
 QT0198
 QT0198                          STATION DESCRIPTION
 QT0198
 QT0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0198'1.2 MI E FROM MAURINE.
 QT0198'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0198'MAURINE, IN SECTION 5, T 12 N, R 13 E, 209 FEET NORTH OF THE
 QT0198'CENTER LINE OF THE HIGHWAY, AT THE CREST OF A HILL, 51.5 FEET
 QT0198'EAST-NORTHEAST OF PUG 1962, 54.8 FEET EAST-NORTHEAST OF A METAL
 QT0198'WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 QT0198'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QT0198
 QT0198                          STATION RECOVERY (1996)
 QT0198
 QT0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0198'24.8 KM (15.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0198'OFFICE IN MUD BUTTE, 544.0 M (1784.8 FT) EAST OF MILEPOST 88, 66.2 M
 QT0198'(217.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 45.3 M (148.6 FT) NORTH OF
 QT0198'A WITNESS POST AND FENCE, 22.6 M (74.1 FT) SOUTHEAST OF REFERENCE MARK
 QT0198'2, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST
 QT0198'OF A METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 QT0198'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0197 ***********************************************************************
 QT0197  DESIGNATION -  PUG RM 2
 QT0197  PID         -  QT0197
 QT0197  STATE/COUNTY-  SD/MEADE
 QT0197  COUNTRY     -  US
 QT0197  USGS QUAD   -  MAURINE (2017)
 QT0197
 QT0197                         *CURRENT SURVEY CONTROL
 QT0197  ______________________________________________________________________
 QT0197* NAD 83(1986) POSITION- 45 01 26.     (N) 102 34 06.     (W)   SCALED
 QT0197* NAVD 88 ORTHO HEIGHT -   894.755 (meters)     2935.54  (feet) ADJUSTED
 QT0197  ______________________________________________________________________
 QT0197  GEOID HEIGHT    -        -18.083 (meters)                     GEOID18
 QT0197  DYNAMIC HEIGHT  -        894.566 (meters)     2934.92  (feet) COMP
 QT0197  MODELED GRAVITY -    980,374.9   (mgal)                       NAVD 88
 QT0197
 QT0197  VERT ORDER      -  FIRST     CLASS II
 QT0197
 QT0197.The horizontal coordinates were scaled from a map and have
 QT0197.an estimated accuracy of +/- 6 seconds.
 QT0197
 QT0197.The orthometric height was determined by differential leveling and
 QT0197.adjusted by the NATIONAL GEODETIC SURVEY
 QT0197.in June 1991.
 QT0197
 QT0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0197.GEOID18 height accuracy estimate available here.
 QT0197
 QT0197.Click photographs - Photos may exist for this station.
 QT0197
 QT0197.The dynamic height is computed by dividing the NAVD 88
 QT0197.geopotential number by the normal gravity value computed on the
 QT0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0197.degrees latitude (g = 980.6199 gals.).
 QT0197
 QT0197.The modeled gravity was interpolated from observed gravity values.
 QT0197
 QT0197;                    North         East    Units  Estimated Accuracy
 QT0197;SPC SD N     -   135,510.      397,630.      MT  (+/- 180 meters Scaled)
 QT0197
 QT0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK915884(NAD 83)
 QT0197
 QT0197                          SUPERSEDED SURVEY CONTROL
 QT0197
 QT0197  NGVD 29 (??/??/92)  894.291  (m)         2934.02   (f) ADJ UNCH    1 2
 QT0197
 QT0197.Superseded values are not recommended for survey control.
 QT0197
 QT0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0197.See file dsdata.pdf to determine how the superseded data were derived.
 QT0197
 QT0197_MARKER: DR = REFERENCE MARK DISK
 QT0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0197_STAMPING: PUG NO 2 1962
 QT0197_MARK LOGO: CGS
 QT0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0197+STABILITY: SURFACE MOTION
 QT0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0197+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0197
 QT0197  HISTORY     - Date     Condition        Report By
 QT0197  HISTORY     - 1962     MONUMENTED       CGS
 QT0197  HISTORY     - 1963     GOOD             CGS
 QT0197  HISTORY     - 19960425 GOOD             NGS
 QT0197
 QT0197                          STATION DESCRIPTION
 QT0197
 QT0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0197'1.2 MI E FROM MAURINE.
 QT0197'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0197'MAURINE, IN SECTION 5, T 12 N, R 13 E, 204 FEET NORTH OF THE CREST
 QT0197'OF A HILL, 50.5 FEET NORTHWEST OF PUG 1962, 47.7 FEET NORTHWEST
 QT0197'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QT0197'PROJECTING 7 INCHES.
 QT0197
 QT0197                          STATION RECOVERY (1996)
 QT0197
 QT0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0197'24.8 KM (15.40 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0197'OFFICE IN MUD BUTTE, 530.0 M (1738.8 FT) EAST OF MILEPOST 88, 74.2 M
 QT0197'(243.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 53.3 M (174.9 FT) NORTH OF
 QT0197'A FENCE, 22.6 M (74.1 FT) NORTHWEST OF REFERENCE MARK 1, 1.5 M (4.9
 QT0197'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A METAL
 QT0197'GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0197'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1106 ***********************************************************************
 PT1106  DESIGNATION -  PUGH
 PT1106  PID         -  PT1106
 PT1106  STATE/COUNTY-  SD/STANLEY
 PT1106  COUNTRY     -  US
 PT1106  USGS QUAD   -  SANSARC (2017)
 PT1106
 PT1106                         *CURRENT SURVEY CONTROL
 PT1106  ______________________________________________________________________
 PT1106* NAD 83(1996) POSITION- 44 34 29.71352(N) 101 01 24.08683(W)   ADJUSTED
 PT1106* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 PT1106  ______________________________________________________________________
 PT1106  GEOID HEIGHT    -        -22.127 (meters)                     GEOID18
 PT1106  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 PT1106  HORZ ORDER      -  SECOND
 PT1106
 PT1106.The horizontal coordinates were established by classical geodetic methods
 PT1106.and adjusted by the National Geodetic Survey in January 1998.
 PT1106
 PT1106.The orthometric height was scaled from a topographic map.
 PT1106
 PT1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1106.GEOID18 height accuracy estimate available here.
 PT1106
 PT1106.Click photographs - Photos may exist for this station.
 PT1106
 PT1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1106
 PT1106. The following values were computed from the NAD 83(1996) position.
 PT1106
 PT1106;                    North         East     Units Scale Factor Converg.
 PT1106;SPC SD S     -   249,265.195   545,191.089   MT  1.00004649   -0 28 33.7
 PT1106;SPC SD S     -   817,797.56  1,788,681.10   sFT  1.00004649   -0 28 33.7
 PT1106;UTM  14      - 4,937,722.447   339,353.213   MT  0.99991737   -1 25 13.4
 PT1106
 PT1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1106!SPC SD S     -   0.99990776  x   1.00004649  =   0.99995425
 PT1106!UTM  14      -   0.99990776  x   0.99991737  =   0.99982514
 PT1106
 PT1106:                Primary Azimuth Mark                     Grid Az
 PT1106:SPC SD S     -  PUGH AZ MK                               267 41 33.4
 PT1106:UTM  14      -  PUGH AZ MK                               268 38 13.1
 PT1106
 PT1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3935337722(NAD 83)
 PT1106
 PT1106|---------------------------------------------------------------------|
 PT1106| PID    Reference Object                     Distance      Geod. Az  |
 PT1106|                                                           dddmmss.s |
 PT1106| CQ4710 PUGH RM 1                            12.165 METERS 02313     |
 PT1106| CQ4709 PUGH AZ MK                                         2671259.7 |
 PT1106| CQ4711 PUGH RM 2                            13.936 METERS 29907     |
 PT1106|---------------------------------------------------------------------|
 PT1106
 PT1106                          SUPERSEDED SURVEY CONTROL
 PT1106
 PT1106  NAD 83(1986)-  44 34 29.70764(N)    101 01 24.08868(W) AD(       ) 2
 PT1106  NAD 27      -  44 34 29.78500(N)    101 01 22.55300(W) AD(       ) 2
 PT1106
 PT1106.Superseded values are not recommended for survey control.
 PT1106
 PT1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1106.See file dsdata.pdf to determine how the superseded data were derived.
 PT1106
 PT1106_MARKER: DS = TRIANGULATION STATION DISK
 PT1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1106_STAMPING: PUGH 1952
 PT1106_MARK LOGO: CGS
 PT1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1106+STABILITY: SURFACE MOTION
 PT1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1106+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 PT1106
 PT1106  HISTORY     - Date     Condition        Report By
 PT1106  HISTORY     - 1952     MONUMENTED       CGS
 PT1106  HISTORY     - 20050314 GOOD             BROSZ
 PT1106
 PT1106                          STATION DESCRIPTION
 PT1106
 PT1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1106'THE STATION IS IN SECTION 7, T 7 N, R 26 E, ON A HIGH GRASSY
 PT1106'HILL AND ON LAND OWNED BY MR. RAY PUGH.  IT IS 14 MILES DUE
 PT1106'NORTH OF HAYES, 4-1/2 MILES NORTH AND 1/2 MILE EAST OF THE
 PT1106'SANSARC POST OFFICE, 123 FEET NORTH OF A WIRE FENCE AND 10
 PT1106'FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1106'
 PT1106'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE EAST EDGE
 PT1106'OF TOWN OF HAYES, GO WEST ON U.S. HIGHWAY 14 FOR 0.6 MILE
 PT1106'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (NORTH) AND FOLLOW THE
 PT1106'MAIN GRADED ROAD FOR 9.45 MILES TO THE SANSARC POST OFFICE ON
 PT1106'THE LEFT, CONTINUE NORTHERLY ON THE MAIN ROAD FOR 3.85 MILES
 PT1106'TO A REVERSE Y-JUNCTION, TURN SHARP RIGHT (EAST AND NORTH)
 PT1106'FOR 0.45 MILE TO THE PUGHS RANCH HOUSE, PASS TO THE EAST OF
 PT1106'THE YARD AND GO NORTH-NORTHEAST ON A TRACK ROAD FOR 0.25 MILE
 PT1106'TO A Y-JUNCTION, CONTINUE ON THE LEFT ROAD FOR 0.7 MILE TO A
 PT1106'GATE IN A FENCE CORNER, GO THROUGH GATE AND GO NORTHEAST FOR 0.1
 PT1106'MILE TO THE STATION AS DESCRIBED.
 PT1106'
 PT1106'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR
 PT1106'0.1 MILE TO THE GATE, GO WEST ON THE NORTH SIDE OF THE FENCE
 PT1106'LINE FOR 0.55 MILE TO THE AZIMUTH MARK AS DESCRIBED BELOW.
 PT1106'
 PT1106'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1106'PUGH 1952.
 PT1106'
 PT1106'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1106'PUGH NO 1 1952.
 PT1106'
 PT1106'REFERENCE MARK 2 IS 149 FEET NORTH OF A WIRE FENCE.  THE MARK
 PT1106'PROJECTS 4 INCHES AND THE DISK IS STAMPED PUGH NO 2 1952.
 PT1106'
 PT1106'THE AZIMUTH MARK IS 4 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS
 PT1106'POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 PT1106'4 INCHES AND THE DISK IS STAMPED PUGH 1952.
 PT1106'
 PT1106'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1106
 PT1106                          STATION RECOVERY (2005)
 PT1106
 PT1106'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2005 (JRS)
 PT1106'RECOVERED AS DESCRIBED
 PT1106'BENCH MARK PUGH PT1106
 PT1106'NGS DATASHEET ELEVATION 610M = 2001 FEET
 PT1106'QUAD SHEET ELEVATION 656 M = 2152 FEET
 PT1106'DIFFERENCE 151 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0845 ***********************************************************************
 OR0845  DESIGNATION -  PUKWANA
 OR0845  PID         -  OR0845
 OR0845  STATE/COUNTY-  SD/BRULE
 OR0845  COUNTRY     -  US
 OR0845  USGS QUAD   -  PUKWANA (2017)
 OR0845
 OR0845                         *CURRENT SURVEY CONTROL
 OR0845  ______________________________________________________________________
 OR0845* NAD 83(1996) POSITION- 43 51 29.61687(N) 099 14 33.05002(W)   ADJUSTED
 OR0845* NAVD 88 ORTHO HEIGHT -   555.12  (+/-2cm)     1821.3   (feet) VERTCON3
 OR0845  ______________________________________________________________________
 OR0845  GEOID HEIGHT    -        -25.480 (meters)                     GEOID18
 OR0845  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 OR0845  HORZ ORDER      -  FIRST
 OR0845  VERT ORDER      -  THIRD ? (See Below)
 OR0845
 OR0845.The horizontal coordinates were established by classical geodetic methods
 OR0845.and adjusted by the National Geodetic Survey in January 1998.
 OR0845
 OR0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0845
 OR0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0845.GEOID18 height accuracy estimate available here.
 OR0845
 OR0845.The vertical order pertains to the NGVD 29 superseded value.
 OR0845
 OR0845.Click photographs - Photos may exist for this station.
 OR0845
 OR0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0845
 OR0845. The following values were computed from the NAD 83(1996) position.
 OR0845
 OR0845;                    North         East     Units Scale Factor Converg.
 OR0845;SPC SD S     -   169,979.462   687,688.616   MT  0.99991561   +0 45 09.0
 OR0845;SPC SD S     -   557,674.28  2,256,191.73   sFT  0.99991561   +0 45 09.0
 OR0845;UTM  14      - 4,856,155.191   480,510.423   MT  0.99960467   -0 10 04.9
 OR0845
 OR0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0845!SPC SD S     -   0.99991696  x   0.99991561  =   0.99983257
 OR0845!UTM  14      -   0.99991696  x   0.99960467  =   0.99952166
 OR0845
 OR0845:                Primary Azimuth Mark                     Grid Az
 OR0845:SPC SD S     -  KROTZ                                    082 51 55.2
 OR0845:UTM  14      -  KROTZ                                    083 47 09.1
 OR0845
 OR0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8051056155(NAD 83)
 OR0845
 OR0845|---------------------------------------------------------------------|
 OR0845| PID    Reference Object                     Distance      Geod. Az  |
 OR0845|                                                           dddmmss.s |
 OR0845| OR0846 KROTZ                               APPROX. 6.0 KM 0833704.2 |
 OR0845| CO3534 PUKWANA RM                          293.352 METERS 27045     |
 OR0845|---------------------------------------------------------------------|
 OR0845
 OR0845                          SUPERSEDED SURVEY CONTROL
 OR0845
 OR0845  NAD 83(1986)-  43 51 29.61587(N)    099 14 33.05671(W) AD(       ) 1
 OR0845  NAD 27      -  43 51 29.63300(N)    099 14 31.70100(W) AD(       ) 1
 OR0845  NGVD 29             554.76   (m)         1820.1    (f) LEVELING    3  
 OR0845
 OR0845.Superseded values are not recommended for survey control.
 OR0845
 OR0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0845.See file dsdata.pdf to determine how the superseded data were derived.
 OR0845
 OR0845_MARKER: DS = TRIANGULATION STATION DISK
 OR0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0845_STAMPING: PUKWANA 1924
 OR0845_MARK LOGO: CGS
 OR0845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0845+STABILITY: SURFACE MOTION
 OR0845
 OR0845  HISTORY     - Date     Condition        Report By
 OR0845  HISTORY     - 1924     MONUMENTED       CGS
 OR0845  HISTORY     - 1935     GOOD             CGS
 OR0845  HISTORY     - 1974     GOOD             USGS
 OR0845  HISTORY     - 19840626 GOOD             NGS
 OR0845
 OR0845                          STATION DESCRIPTION
 OR0845
 OR0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0845'STATION IS LOCATED ABOUT 5 MILES N AND 3 MILES W OF PUKWANA
 OR0845'3 MILES N AND 4 MILES E OF CHAMBERLAIN, NEAR THE CENTER OF THE
 OR0845'NW 1/4 OF SEC. 33, T 105 N, R 70 W, ON THE HIGHEST PART OF A
 OR0845'RIDGE ON THE N SIDE OF A GRASS FIELD, ABOUT 4 FEET S OF E AND
 OR0845'W FENCE ON LAND OWNED BY MRS. SCHURESON AND ABOUT 1/3 MILE
 OR0845'SW OF HER FARMHOUSE.  A SCHOOLHOUSE IS AT THE NW CORNER OF THE
 OR0845'SECTION.  W HALF OF THE 1/4 SECTION IS CULTIVATED.  TRUCK
 OR0845'CAN BE DRIVEN TO STATION.  GO IN BY FARMHOUSE AND OUT THROUGH
 OR0845'THE PASTURE.  REFERENCE MARK IS ABOUT 350 YARDS W OF THE
 OR0845'STATION AND JUST S OF THE SAME E AND W FENCE WHICH PASSES
 OR0845'BY THE STATION.
 OR0845'
 OR0845'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0845'DISKS SET IN CONCRETE.
 OR0845'
 OR0845'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.23 METERS.
 OR0845
 OR0845                          STATION RECOVERY (1935)
 OR0845
 OR0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0845'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 OR0845'ORIGINAL DESCRIPTION IS STILL GOOD, EXCEPT THAT THE STATEMENT
 OR0845'W HALF OF QUARTER-SECTION IS CULTIVATED SHOULD BE CHANGED
 OR0845'TO N HALF OF QUARTER-SECTION IS CULTIVATED.  STATION IS 1065
 OR0845'FEET E OF CENTER LINE OF N AND S ROAD.
 OR0845'
 OR0845'REFERENCE MARK IS IN FENCE CORNER WHERE FENCE WHICH PASSES
 OR0845'STATION JOINS N AND S FENCE ON E SIDE OF SECTION-LINE ROAD, AND
 OR0845'IS 1029.35 FEET W OF STATION, RATHER THAN 962.44 FEET AS
 OR0845'GIVEN IN THE ORIGINAL DESCRIPTION.
 OR0845
 OR0845                          STATION RECOVERY (1974)
 OR0845
 OR0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 OR0845'SURFACE MARK IS IN FAIR CONDITION.  R.M. COULD NOT BE FOUND.
 OR0845'DISTANCE WOULD BE IN RD DITCH.
 OR0845
 OR0845                          STATION RECOVERY (1984)
 OR0845
 OR0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OR0845'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 OR0845'WAS RECOVERED DESTROYED.  REFERENCE MARKS 2 AND 3 WERE ESTABLISHED AND
 OR0845'TT C7 1938 USGS WAS POSITIONED AND WILL SUFFICE FOR AN AZIMUTH MARK.
 OR0845'NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LCOATED ABOUT 9.7 KM
 OR0845'(6.00 MI) NORTHWEST OF PUKWANA, NEAR THE CENTER OF THE NORTHWEST
 OR0845'QUARTER OF SECTION 33, T 105 N, R 70 W, ALONG THE NORTH EDGE OF
 OR0845'PASTURE LAND AND SOUTH EDGE OF A CULTIVATED FIELD.  TO REACH THE
 OR0845'STATION FROM THE EXIT 272 ON INTERSTATE 90, WHICH IS JUST SOUTH OF
 OR0845'PUKWANA, GO NORTH ON ASPHALT ROAD FOR 2.0 KM (1.25 MI) TO A FORK LEFT.
 OR0845'CONTINUE STRAIGHT AHEAD, PASSING THROUGH THE WEST EDGE OF PUKWANA FOR
 OR0845'1.5 KM (0.95 MI) TO A RAILROAD CROSSING.  CONTINUE NORTH ON ASPHALT
 OR0845'ROAD FOR 8.7 KM (5.40 MI) TO A CROSSROAD.  TURN LEFT AND FOLLOW
 OR0845'GRAVELED ROAD WEST FOR 4.0 KM (2.50 MI) TO AN ABANDONED FARMSTEAD ON
 OR0845'THE LEFT AND A T-ROAD NORTH.  TURN LEFT AND GO SOUTH ACROSS FIELD FOR
 OR0845'0.4 KM (0.25 MI) TO A FENCE AND GATE.  PASS THROUGH GATE, ENTERING
 OR0845'PASTURE, AND GO WEST ALONG SOUTH SIDE OF FENCE FOR 0.4 KM (0.25 MI) TO
 OR0845'STATION.  THE STATION IS A STANDARD CGS DISK STAMPED PUKWANA 1924 SET
 OR0845'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 OR0845'DIAMETER FLUSH WITH THE GROUND.  LOCATED ABOUT EAST OF A GRAVELED
 OR0845'ROAD.  LOCATED 1.4 METERS (4.6 FT) S FROM A FENCE.  0.3 METER (1.0 FT)
 OR0845'E FROM A WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD NGS DISK
 OR0845'STAMPED PUKWANA 1924 NO 2 1984 SET INTO THE TOP OF A ROUND CONCRETE
 OR0845'MONUMENT 10 INCHES 25 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 OR0845'12.7 METERS (41.7 FT) E FROM A WITNESS POST. 1.1 METER (3.6 FT) S FROM
 OR0845'A FENCE.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED PUKWANA
 OR0845'1924 NO 3 1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 OR0845'(25 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 14.0 METERS (45.9
 OR0845'FT) S FROM A FENCE.  12.6 METERS (41.3 FT) S FROM A WITNESS POST.
 OR0845'AZIMUTH MARK NO 1 IS A STANDARD USGS DISK STAMPED TT C7 1938 SET INTO
 OR0845'THE TOP OF A SQUARE CONCRETE MONUMENT 7 INCHES 18 CM ON SIDE
 OR0845'PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.  LOCATED ON THE PROJECTED
 OR0845'CENTER OF THE GRADED ROAD.  LOCATED 11.1 METER (36.4 FT) NE FROM A
 OR0845'POWER POLE WITH TRANSFORMER.  6.7 METERS (22.0 FT) SE FROM AN ELM TREE
 OR0845'WITH NUMEROUS TRUNKS.  4.3 METERS (14.1 FT) SSE FROM A WITNESS POST
 OR0845'AND FENCE LINE.  TO REACH THE AZIMUTH MARK FROM THE T-ROAD MENTIONED
 OR0845'ABOVE, GO NORTH ON GRAVELED ROAD FOR 1.6 KM (1.00 MI) TO A GRADED ROAD
 OR0845'LEFT. TURN LEFT AND GO WEST ON GRADED ROAD FOR 0.4 KM (0.25 MI) TO THE
 OR0845'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0681 ***********************************************************************
 QR0681  DESIGNATION -  PULASKI RESET
 QR0681  PID         -  QR0681
 QR0681  STATE/COUNTY-  SD/FAULK
 QR0681  COUNTRY     -  US
 QR0681  USGS QUAD   -  FAULKTON WEST (2017)
 QR0681
 QR0681                         *CURRENT SURVEY CONTROL
 QR0681  ______________________________________________________________________
 QR0681* NAD 83(1996) POSITION- 45 05 34.81366(N) 099 09 42.87462(W)   ADJUSTED
 QR0681* NAVD 88 ORTHO HEIGHT -   500.    (meters)     1640.    (feet) SCALED
 QR0681  ______________________________________________________________________
 QR0681  GEOID HEIGHT    -        -23.549 (meters)                     GEOID18
 QR0681  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 QR0681  HORZ ORDER      -  FIRST
 QR0681
 QR0681.The horizontal coordinates were established by classical geodetic methods
 QR0681.and adjusted by the National Geodetic Survey in January 1998.
 QR0681
 QR0681.The orthometric height was scaled from a topographic map.
 QR0681
 QR0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0681.GEOID18 height accuracy estimate available here.
 QR0681
 QR0681.Click photographs - Photos may exist for this station.
 QR0681
 QR0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0681
 QR0681. The following values were computed from the NAD 83(1996) position.
 QR0681
 QR0681;                    North         East     Units Scale Factor Converg.
 QR0681;SPC SD N     -   140,319.255   665,968.605   MT  0.99993938   +0 35 35.3
 QR0681;SPC SD N     -   460,364.09  2,184,932.00   sFT  0.99993938   +0 35 35.3
 QR0681;UTM  14      - 4,993,294.777   487,259.707   MT  0.99960200   -0 06 52.8
 QR0681
 QR0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0681!SPC SD N     -   0.99992525  x   0.99993938  =   0.99986463
 QR0681!UTM  14      -   0.99992525  x   0.99960200  =   0.99952728
 QR0681
 QR0681:                Primary Azimuth Mark                     Grid Az
 QR0681:SPC SD N     -  ORIENT                                   180 56 37.2
 QR0681:UTM  14      -  ORIENT                                   181 39 05.3
 QR0681
 QR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8725993294(NAD 83)
 QR0681
 QR0681|---------------------------------------------------------------------|
 QR0681| PID    Reference Object                     Distance      Geod. Az  |
 QR0681|                                                           dddmmss.s |
 QR0681| CO6691 PULASKI RM 1                                       01809     |
 QR0681| QR0674 FAULKTON MUNICIPAL TANK             APPROX. 6.9 KM 1535344.5 |
 QR0681| QR0680 FAULKTON FAULK CO CTHSE FINIAL      APPROX. 7.1 KM 1565508.0 |
 QR0681| QR0678 FAULKTON ST THOMAS CATH CHURCH      APPROX. 7.1 KM 1581002.3 |
 QR0681| PS0666 ORIENT                              APPROX.16.2 KM 1813212.5 |
 QR0681| CO6690 PULASKI AZ MK                                      1981554.3 |
 QR0681| CO6692 PULASKI RM 2                         23.176 METERS 27036     |
 QR0681| CO6693 PULASKI RM 3                         25.907 METERS 33127     |
 QR0681|---------------------------------------------------------------------|
 QR0681
 QR0681                          SUPERSEDED SURVEY CONTROL
 QR0681
 QR0681  NAD 83(1986)-  45 05 34.81414(N)    099 09 42.88658(W) AD(       ) 1
 QR0681  NAD 27      -  45 05 34.91500(N)    099 09 41.50100(W) AD(       ) 1
 QR0681
 QR0681.Superseded values are not recommended for survey control.
 QR0681
 QR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0681.See file dsdata.pdf to determine how the superseded data were derived.
 QR0681
 QR0681_MARKER: DS = TRIANGULATION STATION DISK
 QR0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0681_STAMPING: PULASKI 1935 1971
 QR0681_MARK LOGO: CGS
 QR0681_PROJECTION: RECESSED 30 CENTIMETERS
 QR0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0681+STABILITY: SURFACE MOTION
 QR0681
 QR0681  HISTORY     - Date     Condition        Report By
 QR0681  HISTORY     - 1935     MONUMENTED       CGS
 QR0681  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0681  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QR0681
 QR0681                          STATION DESCRIPTION
 QR0681
 QR0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0681'THIS STATION IS LOCATED 0.4 MILE W OF THE CENTER OF SEC. 28,
 QR0681'T 119 N, R 69 W, ON THE E-W QUARTER SECTION LINE, 4 MILES
 QR0681'N AND 2 MILES W OF FAULKTON, 80 YARDS ESE OF THE HOUSE OF
 QR0681'MR. CHARLES DEITER, 62 YARDS SE OF A WINDMILL, IN THE SE
 QR0681'CORNER OF THE BARNYARD, 1 FOOT S OF AN E-W FENCE, 24 FEET E
 QR0681'OF THE E POST OF A GATE LEADING INTO A CULTIVATED FIELD.
 QR0681'THE MARK PROJECTS 8 INCHES.
 QR0681'
 QR0681'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QR0681'BRONZE DISKS SET IN CONCRETE.
 QR0681'
 QR0681'REFERENCE MARK NO. 1 IS N OF THE STATION, 1 FOOT W OF A FENCE
 QR0681'ALONG THE E EDGE OF THE BARNYARD.  AND PROJECTS 4 INCHES.
 QR0681'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT S OF A FENCE
 QR0681'LINE, 24 FEET W OF THE W POST OF A GATE IN TO A CULTIVATED
 QR0681'FIELD.  AND PROJECTS 10 INCHES.
 QR0681'
 QR0681'THE AZIMUTH MARK IS SSW OF THE STATION, 2 FEET W OF THE
 QR0681'RIGHT-OF-WAY FENCE LINE, 31 FEET E OF THE CENTER LINE OF THE
 QR0681'ROAD, ABOUT 85 YARDS N OF A T-ROAD.  PROJECTS 4 INCHES.
 QR0681'
 QR0681'TO REACH THE STATION FROM THE HOTEL TANNER IN FAULKTON, GO
 QR0681'W ON U.S. HIGHWAY 212 FOR ONE BLOCK, TURN RIGHT, N, AND GO
 QR0681'0.5 MILE ON GRAVEL ROAD, JOG RIGHT, E, WITH MAIN ROAD FOR
 QR0681'0.1 MILE AND THEN CONTINUE N FOR 3.0 MILES TO CROSSROADS,
 QR0681'TURN LEFT, W, ON GRADED DIRT ROAD AND GO 2.0 MILES TO CROSSROADS
 QR0681'JUST BEFORE REACHING RAILROAD TRACKS, TURN RIGHT, N, ON GRADED
 QR0681'DIRT ROAD AND GO 0.5 MILE, TURN RIGHT, E, INTO ENTRANCE
 QR0681'DRIVEWAY AND GO 0.1 MILE TO HOME OF MR. DEITER AND STATION.
 QR0681'
 QR0681'LIGHTS 8 FEET ABOVE ORIENT, 74 FEET ABOVE IRVING, 60 FEET
 QR0681'ABOVE LAFOON, 74 FEET ABOVE ARCADE, ARE VISIBLE FROM THE
 QR0681'GROUND.
 QR0681'
 QR0681'A LIGHT 8 FEET ABOVE BUCKMERE IS VISIBLE AT 45 FEET.
 QR0681'
 QR0681'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 QR0681
 QR0681                          STATION RECOVERY (1970)
 QR0681
 QR0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0681'STATION MARK WAS NOT FOUND.  NEW CONSTRUCTION IN AREA.  BARN
 QR0681'BUILT OVER R.M. 1 AND R.M. 2 WAS FOUND.
 QR0681'
 QR0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILE N
 QR0681'AND 2 MILES W OF FAULKTON.
 QR0681
 QR0681                          STATION RECOVERY (1971)
 QR0681
 QR0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0681'THE SURFACE STATION MARK, AND REFERENCE MARK NO. 1 WERE NOT
 QR0681'RECOVERED.  THE SUB-SURFACE STATION MARK, REFERENCE MARK
 QR0681'NO. 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 QR0681'THE SURFACE STATION MARK WAS APPARENTLY PUSHED OUT WHEN THE
 QR0681'BARNYARD WAS LEVELED, REFERENCE MARK NO. 1 WAS COVERED WHEN
 QR0681'A NEW STEEL BARN WITH A CONCRETE FLOOR WAS BUILT OVER IT.
 QR0681'THE AZIMUTH MARK IS NOT VISIBLE DUE TO A BUILDING ON LINE.
 QR0681'A SECOND AZIMUTH MARK WAS NOT SET AS THE INTERSECTION STATIONS
 QR0681'WERE ALSO BLOCKED BY BUILDINGS.  THE SUB-SURFACE STATION MARK
 QR0681'WAS LEFT AS FOUND AND A NEW MARK SET OVER IT, REFERENCE MARK
 QR0681'NO. 3 WAS SET.
 QR0681'
 QR0681'A NEW DESCRIPTION FOLLOWS--
 QR0681'
 QR0681'THE STATION IS LOCATED ABOUT 4 MILES NORTH AND 2 MILES WEST
 QR0681'OF FAULKTON, IN THE BARNYARD, ON A FARM OWNED AND OPERATED
 QR0681'BY MR. DELMAR D. DEITER.
 QR0681'
 QR0681'THE SUB-SURFACE STATION MARK IS A STANDARD DISK STAMPED
 QR0681'PULASKI 1935.  THE SURFACE STATION MARK IS A STANDARD DISK
 QR0681'STAMPED PULASKI 1935 1971, SET IN A SQUARE CONCRETE MONUMENT
 QR0681'12-INCHES BELOW GROUND SURFACE.  IT IS IN AN OPEN AREA OF THE
 QR0681'YARD, 111 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE STEEL
 QR0681'BARN, 46 FEET EAST OF THE NORTHEAST CORNER OF THE SHOP, 41.5
 QR0681'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CORRAL, 36.5 FEET
 QR0681'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WOOD-FRAME
 QR0681'GRANARY, 2 FEET NORTH OF THE EXTENDED LINE OF THE NORTH SIDE
 QR0681'OF THE SHOP, AND JUST TO THE NORTH OF A FENCE LINE* LEADING
 QR0681'TO THE EAST.  (*EXTENDED)
 QR0681'
 QR0681'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED PULASKI NO 2
 QR0681'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QR0681'IT IS AT THE NORTHWEST CORNER OF WOOD-FRAME SHOP WITH A
 QR0681'CONCRETE BASE, 2.5 FEET NORTHEAST OF THE NORTHWEST CORNER,
 QR0681'AND 1.5 FEET NORTH OF THE NORTH WALL.
 QR0681'
 QR0681'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED PULASKI
 QR0681'1935 NO 3 1971, SET IN A DRILLED HOLE IN A CONCRETE DOORSTEP
 QR0681'OF AN ENTRY DOOR NEAR THE MIDDLE OF THE SOUTH SIDE OF THE
 QR0681'STEEL BARN.  IT IS 40 FEET EAST OF THE SOUTHWEST CORNER OF
 QR0681'THE BUILDING, AND 2.3 FEET SOUTH OF THE WEST EDGE OF THE
 QR0681'DOOR.
 QR0681'
 QR0681'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PULASKI 1935,
 QR0681'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 QR0681'IT IS 245 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 QR0681'ROAD, 31 FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING TO
 QR0681'THE FARMSTEAD, AND 1.8 FEET WEST OF A FENCE AND A METAL WITNESS
 QR0681'POST.
 QR0681'
 QR0681'THE DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE MARK
 QR0681'NO. 3 WAS NOT MEASURED DUE TO A BUILDING ON LINE.
 QR0681'
 QR0681'TO REACH THE STATION FROM THE EAST SIDE OF THE COUNTY COURTHOUSE
 QR0681'IN FAULKTON, GO NORTH ON 9TH AVENUE FOR 0.1 MILE TO THE
 QR0681'INTERSECTION WITH U.S. HIGHWAY 212, CROSS THE HIGHWAY AND GO
 QR0681'NORTH ON PAVED ROAD FOR 3.6 MILES TO A SIDE ROAD LEFT AND
 QR0681'SIGN, TRIPLE D GALLOWAYS, TURN LEFT AND GO WEST ON GRAVELED
 QR0681'ROAD FOR 2.0 MILES TO A GRAVELED DRIVEWAY ON THE RIGHT JUST
 QR0681'BEFOR REACHING A RAILROAD CROSSING, TURN RIGHT AND GO NORTH
 QR0681'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 QR0681'CONTINUE NORTH FOR 0.6 MILE TO THE STATION AT THE FARMSTEAD.
 QR0681'
 QR0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 QR0681'MILES NNW
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0211 ***********************************************************************
 QQ0211  DESIGNATION -  Q
 QQ0211  PID         -  QQ0211
 QQ0211  STATE/COUNTY-  SD/CODINGTON
 QQ0211  COUNTRY     -  US
 QQ0211  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0211
 QQ0211                         *CURRENT SURVEY CONTROL
 QQ0211  ______________________________________________________________________
 QQ0211* NAD 83(1986) POSITION- 45 00 23.     (N) 097 05 07.     (W)   SCALED
 QQ0211* NAVD 88 ORTHO HEIGHT -   543.888 (meters)     1784.41  (feet) ADJUSTED
 QQ0211  ______________________________________________________________________
 QQ0211  GEOID HEIGHT    -        -25.211 (meters)                     GEOID18
 QQ0211  DYNAMIC HEIGHT  -        543.809 (meters)     1784.15  (feet) COMP
 QQ0211  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 QQ0211
 QQ0211  VERT ORDER      -  FIRST     CLASS II
 QQ0211
 QQ0211.The horizontal coordinates were scaled from a map and have
 QQ0211.an estimated accuracy of +/- 6 seconds.
 QQ0211
 QQ0211.The orthometric height was determined by differential leveling and
 QQ0211.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0211.in June 1991.
 QQ0211
 QQ0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0211.GEOID18 height accuracy estimate available here.
 QQ0211
 QQ0211.Click photographs - Photos may exist for this station.
 QQ0211
 QQ0211.The dynamic height is computed by dividing the NAVD 88
 QQ0211.geopotential number by the normal gravity value computed on the
 QQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0211.degrees latitude (g = 980.6199 gals.).
 QQ0211
 QQ0211.The modeled gravity was interpolated from observed gravity values.
 QQ0211
 QQ0211;                    North         East    Units  Estimated Accuracy
 QQ0211;SPC SD N     -   134,490.      829,730.      MT  (+/- 180 meters Scaled)
 QQ0211
 QQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ508854(NAD 83)
 QQ0211
 QQ0211                          SUPERSEDED SURVEY CONTROL
 QQ0211
 QQ0211  NGVD 29 (??/??/92)  543.601  (m)         1783.46   (f) ADJ UNCH    1 2
 QQ0211
 QQ0211.Superseded values are not recommended for survey control.
 QQ0211
 QQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0211.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0211
 QQ0211_MARKER: P = PIPE CAP
 QQ0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QQ0211_STAMPING: ELEV 1783.464 FT
 QQ0211_MARK LOGO: CGS
 QQ0211_MAGNETIC: P = MARKER IS A STEEL PIPE
 QQ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0211
 QQ0211  HISTORY     - Date     Condition        Report By
 QQ0211  HISTORY     - 1904     MONUMENTED       CGS
 QQ0211  HISTORY     - 1941     GOOD             CGS
 QQ0211  HISTORY     - 1941     GOOD             CGS
 QQ0211  HISTORY     - 19900721 MARK NOT FOUND   NGS
 QQ0211  HISTORY     - 20110819 MARK NOT FOUND   GEOCAC
 QQ0211
 QQ0211                          STATION DESCRIPTION
 QQ0211
 QQ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QQ0211'10 MI N FROM WATERTOWN.
 QQ0211'10 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM WATERTOWN,
 QQ0211'CODINGTON COUNTY, AT THE SOUTHWEST CORNER OF SEC. 21 T 118 N,
 QQ0211'R 52 W, ABOUT 328 FEET WEST OF THE TRACK, AT THE INTERSECTION
 QQ0211'OF TWO SECTION-LINE ROADS, 33 FEET EAST OF THE NORTH-AND-SOUTH
 QQ0211'ROAD, 21 FEET NORTH OF THE GRAVELED EAST-AND-WEST ROAD, AT THE
 QQ0211'NORTH EDGE OF THE NORTH DITCH, AND ABOUT 2 INCHES UNDERGROUND.
 QQ0211'A STANDARD CAP, STAMPED ELEV. 1783.464 FEET AND FASTENED ON THE
 QQ0211'TOP OF A 3-1/2 INCH IRON PIPE.
 QQ0211
 QQ0211                          STATION RECOVERY (1941)
 QQ0211
 QQ0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0211'RECOVERED IN GOOD CONDITION.
 QQ0211
 QQ0211                          STATION RECOVERY (1990)
 QQ0211
 QQ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0211'MARK NOT FOUND.
 QQ0211
 QQ0211                          STATION RECOVERY (2011)
 QQ0211
 QQ0211'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QQ0211'BOTH ROADS HAVE BEEN WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0466 ***********************************************************************
 PR0466  DESIGNATION -  Q 1
 PR0466  PID         -  PR0466
 PR0466  STATE/COUNTY-  SD/KINGSBURY
 PR0466  COUNTRY     -  US
 PR0466  USGS QUAD   -  ERWIN (2017)
 PR0466
 PR0466                         *CURRENT SURVEY CONTROL
 PR0466  ______________________________________________________________________
 PR0466* NAD 83(1986) POSITION- 44 22 36.     (N) 097 23 32.     (W)   SCALED
 PR0466* NAVD 88 ORTHO HEIGHT -   519.227 (meters)     1703.50  (feet) ADJUSTED
 PR0466  ______________________________________________________________________
 PR0466  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 PR0466  DYNAMIC HEIGHT  -        519.127 (meters)     1703.17  (feet) COMP
 PR0466  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 PR0466
 PR0466  VERT ORDER      -  FIRST     CLASS II
 PR0466
 PR0466.The horizontal coordinates were scaled from a map and have
 PR0466.an estimated accuracy of +/- 6 seconds.
 PR0466
 PR0466.The orthometric height was determined by differential leveling and
 PR0466.adjusted by the NATIONAL GEODETIC SURVEY
 PR0466.in June 1991.
 PR0466
 PR0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0466.GEOID18 height accuracy estimate available here.
 PR0466
 PR0466.Click photographs - Photos may exist for this station.
 PR0466
 PR0466.The dynamic height is computed by dividing the NAVD 88
 PR0466.geopotential number by the normal gravity value computed on the
 PR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0466.degrees latitude (g = 980.6199 gals.).
 PR0466
 PR0466.The modeled gravity was interpolated from observed gravity values.
 PR0466
 PR0466;                    North         East    Units  Estimated Accuracy
 PR0466;SPC SD N     -    63,720.      807,800.      MT  (+/- 180 meters Scaled)
 PR0466
 PR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ280149(NAD 83)
 PR0466
 PR0466                          SUPERSEDED SURVEY CONTROL
 PR0466
 PR0466  NGVD 29 (??/??/92)  518.957  (m)         1702.61   (f) ADJ UNCH    1 2
 PR0466
 PR0466.Superseded values are not recommended for survey control.
 PR0466
 PR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0466.See file dsdata.pdf to determine how the superseded data were derived.
 PR0466
 PR0466_MARKER: B = BOLT
 PR0466_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0466
 PR0466  HISTORY     - Date     Condition        Report By
 PR0466  HISTORY     - 1905     MONUMENTED       CGS
 PR0466  HISTORY     - 1934     MARK NOT FOUND   CGS
 PR0466
 PR0466                          STATION DESCRIPTION
 PR0466
 PR0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0466'1.2 MI N FROM LAKE PRESTON.
 PR0466'1.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0466'PACIFIC RAILROAD FROM THE STATION AT LAKE PRESTON, KINGSBURY
 PR0466'COUNTY, 0.4 MILE SOUTH OF THE ROAD ON THE NORTH LINE OF SECTION
 PR0466'35, T 111 N, R 55 W, 0.1 MILE WEST OF THE BANK OF THE LAKE,
 PR0466'AT A ROAD CROSSING, 43 FEET WEST OF THE CENTER LINE OF THE
 PR0466'TRACK, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 PR0466'ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A COPPER BOLT, SURROUNDED
 PR0466'BY THE LETTERS USBM AND SET IN THE TOP OF A STONE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0544 ***********************************************************************
 QS0544  DESIGNATION -  Q 119
 QS0544  PID         -  QS0544
 QS0544  STATE/COUNTY-  SD/CORSON
 QS0544  COUNTRY     -  US
 QS0544  USGS QUAD   -  MORRISTOWN (2017)
 QS0544
 QS0544                         *CURRENT SURVEY CONTROL
 QS0544  ______________________________________________________________________
 QS0544* NAD 83(1986) POSITION- 45 56 10.     (N) 101 39 32.     (W)   SCALED
 QS0544* NAVD 88 ORTHO HEIGHT -   684.156 (meters)     2244.60  (feet) ADJUSTED
 QS0544  ______________________________________________________________________
 QS0544  GEOID HEIGHT    -        -19.894 (meters)                     GEOID18
 QS0544  DYNAMIC HEIGHT  -        684.095 (meters)     2244.40  (feet) COMP
 QS0544  MODELED GRAVITY -    980,502.8   (mgal)                       NAVD 88
 QS0544
 QS0544  VERT ORDER      -  SECOND    CLASS 0
 QS0544
 QS0544.The horizontal coordinates were scaled from a map and have
 QS0544.an estimated accuracy of +/- 6 seconds.
 QS0544
 QS0544.The orthometric height was determined by differential leveling and
 QS0544.adjusted by the NATIONAL GEODETIC SURVEY
 QS0544.in June 1991.
 QS0544
 QS0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0544.GEOID18 height accuracy estimate available here.
 QS0544
 QS0544.Click photographs - Photos may exist for this station.
 QS0544
 QS0544.The dynamic height is computed by dividing the NAVD 88
 QS0544.geopotential number by the normal gravity value computed on the
 QS0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0544.degrees latitude (g = 980.6199 gals.).
 QS0544
 QS0544.The modeled gravity was interpolated from observed gravity values.
 QS0544
 QS0544;                    North         East    Units  Estimated Accuracy
 QS0544;SPC SD N     -   235,000.      471,350.      MT  (+/- 180 meters Scaled)
 QS0544
 QS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR938903(NAD 83)
 QS0544
 QS0544                          SUPERSEDED SURVEY CONTROL
 QS0544
 QS0544  NGVD 29 (??/??/92)  683.690  (m)         2243.07   (f) ADJ UNCH    2 0
 QS0544
 QS0544.Superseded values are not recommended for survey control.
 QS0544
 QS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0544.See file dsdata.pdf to determine how the superseded data were derived.
 QS0544
 QS0544_MARKER: DB = BENCH MARK DISK
 QS0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0544_STAMPING: Q 119 1934
 QS0544_MARK LOGO: CGS
 QS0544_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0544+STABILITY: SURFACE MOTION
 QS0544
 QS0544  HISTORY     - Date     Condition        Report By
 QS0544  HISTORY     - 1934     MONUMENTED       CGS
 QS0544  HISTORY     - 1972     MARK NOT FOUND   USGS
 QS0544
 QS0544                          STATION DESCRIPTION
 QS0544
 QS0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0544'3.1 MI E FROM MORRISTOWN.
 QS0544'3.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0544'RAILROAD FROM THE STATION AT MORRISTOWN, CORSON COUNTY, 270
 QS0544'YARDS WEST OF MILEPOST 879, 135.2 FEET EAST OF THE EAST EDGE
 QS0544'OF THE NORTH HEADWALL OF A 6- BY 12-FOOT CONCRETE-BOX CULVERT,
 QS0544'AT AN ABANDONED ROAD CROSSING, 115 FEET SOUTH OF THE CENTER LINE
 QS0544'OF U.S. HIGHWAY 12, 10 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QS0544'AND 18.3 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 QS0544'Q 119 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 QS0544'INCHES ABOVE GROUND.
 QS0544
 QS0544                          STATION RECOVERY (1972)
 QS0544
 QS0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QS0544'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0015 ***********************************************************************
 QT0015  DESIGNATION -  Q 120
 QT0015  PID         -  QT0015
 QT0015  STATE/COUNTY-  SD/PERKINS
 QT0015  COUNTRY     -  US
 QT0015  USGS QUAD   -  MEADOW (2017)
 QT0015
 QT0015                         *CURRENT SURVEY CONTROL
 QT0015  ______________________________________________________________________
 QT0015* NAD 83(1986) POSITION- 45 36 11.     (N) 102 10 11.     (W)   SCALED
 QT0015* NAVD 88 ORTHO HEIGHT -   787.416 (meters)     2583.38  (feet) ADJUSTED
 QT0015  ______________________________________________________________________
 QT0015  GEOID HEIGHT    -        -18.861 (meters)                     GEOID18
 QT0015  DYNAMIC HEIGHT  -        787.303 (meters)     2583.01  (feet) COMP
 QT0015  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 QT0015
 QT0015  VERT ORDER      -  SECOND    CLASS 0
 QT0015
 QT0015.The horizontal coordinates were scaled from a map and have
 QT0015.an estimated accuracy of +/- 6 seconds.
 QT0015
 QT0015.The orthometric height was determined by differential leveling and
 QT0015.adjusted by the NATIONAL GEODETIC SURVEY
 QT0015.in June 1991.
 QT0015
 QT0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0015.GEOID18 height accuracy estimate available here.
 QT0015
 QT0015.Click photographs - Photos may exist for this station.
 QT0015
 QT0015.The dynamic height is computed by dividing the NAVD 88
 QT0015.geopotential number by the normal gravity value computed on the
 QT0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0015.degrees latitude (g = 980.6199 gals.).
 QT0015
 QT0015.The modeled gravity was interpolated from observed gravity values.
 QT0015
 QT0015;                    North         East    Units  Estimated Accuracy
 QT0015;SPC SD N     -   198,930.      430,750.      MT  (+/- 180 meters Scaled)
 QT0015
 QT0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL207538(NAD 83)
 QT0015
 QT0015                          SUPERSEDED SURVEY CONTROL
 QT0015
 QT0015  NGVD 29 (??/??/92)  786.962  (m)         2581.89   (f) ADJ UNCH    2 0
 QT0015
 QT0015.Superseded values are not recommended for survey control.
 QT0015
 QT0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0015.See file dsdata.pdf to determine how the superseded data were derived.
 QT0015
 QT0015_MARKER: DB = BENCH MARK DISK
 QT0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0015_STAMPING: Q 120 1934
 QT0015_MARK LOGO: CGS
 QT0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0015+STABILITY: SURFACE MOTION
 QT0015
 QT0015  HISTORY     - Date     Condition        Report By
 QT0015  HISTORY     - 1934     MONUMENTED       CGS
 QT0015  HISTORY     - 1938     GOOD             CGS
 QT0015  HISTORY     - 20190709 MARK NOT FOUND   USFS
 QT0015
 QT0015                          STATION DESCRIPTION
 QT0015
 QT0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0015'7 MI NE FROM MEADOW.
 QT0015'ALONG STATE HIGHWAY NO. 73, 7.0 MILES NORTH AND EAST OF MEADOW,
 QT0015'5.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAYS NO. 73 AND
 QT0015'NO. 8, 0.4 OF A MILE NORTHEAST OF A FARM HOUSE, 40 FEET WEST OF
 QT0015'THE CENTER OF THE HIGHWAY, 37 FEET SOUTH OF THE CENTER OF A SECTION
 QT0015'ROAD, 2.8 FEET WEST OF A CORNER FENCE POST, 1.4 FEET NORTH OF AN
 QT0015'EAST-WEST FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 QT0015
 QT0015                          STATION RECOVERY (2019)
 QT0015
 QT0015'RECOVERY NOTE BY US FOREST SERVICE 2019 (WA)
 QT0015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1229 ***********************************************************************
 PU1229  DESIGNATION -  Q 121
 PU1229  PID         -  PU1229
 PU1229  STATE/COUNTY-  SD/BUTTE
 PU1229  COUNTRY     -  US
 PU1229  USGS QUAD   -  VOLUNTEER NW (2017)
 PU1229
 PU1229                         *CURRENT SURVEY CONTROL
 PU1229  ______________________________________________________________________
 PU1229* NAD 83(1986) POSITION- 44 43 48.     (N) 103 08 52.     (W)   SCALED
 PU1229* NAVD 88 ORTHO HEIGHT -   870.078 (meters)     2854.58  (feet) ADJUSTED
 PU1229  ______________________________________________________________________
 PU1229  GEOID HEIGHT    -        -16.999 (meters)                     GEOID18
 PU1229  DYNAMIC HEIGHT  -        869.852 (meters)     2853.84  (feet) COMP
 PU1229  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 PU1229
 PU1229  VERT ORDER      -  SECOND    CLASS 0
 PU1229
 PU1229.The horizontal coordinates were scaled from a map and have
 PU1229.an estimated accuracy of +/- 6 seconds.
 PU1229
 PU1229.The orthometric height was determined by differential leveling and
 PU1229.adjusted by the NATIONAL GEODETIC SURVEY
 PU1229.in June 1991.
 PU1229
 PU1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1229.GEOID18 height accuracy estimate available here.
 PU1229
 PU1229.Click photographs - Photos may exist for this station.
 PU1229
 PU1229.The dynamic height is computed by dividing the NAVD 88
 PU1229.geopotential number by the normal gravity value computed on the
 PU1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1229.degrees latitude (g = 980.6199 gals.).
 PU1229
 PU1229.The modeled gravity was interpolated from observed gravity values.
 PU1229
 PU1229;                    North         East    Units  Estimated Accuracy
 PU1229;SPC SD N     -   104,490.      350,720.      MT  (+/- 180 meters Scaled)
 PU1229
 PU1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK466546(NAD 83)
 PU1229
 PU1229                          SUPERSEDED SURVEY CONTROL
 PU1229
 PU1229  NGVD 29 (??/??/92)  869.564  (m)         2852.89   (f) ADJ UNCH    2 0
 PU1229
 PU1229.Superseded values are not recommended for survey control.
 PU1229
 PU1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1229.See file dsdata.pdf to determine how the superseded data were derived.
 PU1229
 PU1229_MARKER: DB = BENCH MARK DISK
 PU1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1229_STAMPING: Q 121 1934
 PU1229_MARK LOGO: CGS
 PU1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1229+STABILITY: SURFACE MOTION
 PU1229
 PU1229  HISTORY     - Date     Condition        Report By
 PU1229  HISTORY     - 1934     MONUMENTED       CGS
 PU1229  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1229
 PU1229                          STATION DESCRIPTION
 PU1229
 PU1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1229'13.7 MI E FROM NEWELL.
 PU1229'13.7 MILES EAST OF THE JUNCTION OF U.S. HY. 212 AND STATE HY.
 PU1229'79 AT NEWELL, 0.15 OF MILE NORTHEAST OF MUD ELM CREEK BRIDGE ON
 PU1229'HIGHWAY, APPROXIMATELY HALF WAY FROM BRIDGE TO RIDGE TO THE
 PU1229'EAST, 51 FT. NORTHWEST OF CENTERLINE OF HIGHWAY.  STANDARD
 PU1229'TABLET SET IN TOP OF CONCRETE POST 4 IN HIGH.
 PU1229
 PU1229                          STATION RECOVERY (1963)
 PU1229
 PU1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0527 ***********************************************************************
 QS0527  DESIGNATION -  Q 123
 QS0527  PID         -  QS0527
 QS0527  STATE/COUNTY-  SD/ZIEBACH
 QS0527  COUNTRY     -  US
 QS0527  USGS QUAD   -  RED ELM (2017)
 QS0527
 QS0527                         *CURRENT SURVEY CONTROL
 QS0527  ______________________________________________________________________
 QS0527* NAD 83(1986) POSITION- 45 03 17.     (N) 101 48 23.     (W)   SCALED
 QS0527* NAVD 88 ORTHO HEIGHT -   756.877 (meters)     2483.19  (feet) ADJUSTED
 QS0527  ______________________________________________________________________
 QS0527  GEOID HEIGHT    -        -19.978 (meters)                     GEOID18
 QS0527  DYNAMIC HEIGHT  -        756.734 (meters)     2482.72  (feet) COMP
 QS0527  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 QS0527
 QS0527  VERT ORDER      -  SECOND    CLASS 0
 QS0527
 QS0527.The horizontal coordinates were scaled from a map and have
 QS0527.an estimated accuracy of +/- 6 seconds.
 QS0527
 QS0527.The orthometric height was determined by differential leveling and
 QS0527.adjusted by the NATIONAL GEODETIC SURVEY
 QS0527.in June 1991.
 QS0527
 QS0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0527.GEOID18 height accuracy estimate available here.
 QS0527
 QS0527.Click photographs - Photos may exist for this station.
 QS0527
 QS0527.The dynamic height is computed by dividing the NAVD 88
 QS0527.geopotential number by the normal gravity value computed on the
 QS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0527.degrees latitude (g = 980.6199 gals.).
 QS0527
 QS0527.The modeled gravity was interpolated from observed gravity values.
 QS0527
 QS0527;                    North         East    Units  Estimated Accuracy
 QS0527;SPC SD N     -   137,310.      457,730.      MT  (+/- 180 meters Scaled)
 QS0527
 QS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ790928(NAD 83)
 QS0527
 QS0527                          SUPERSEDED SURVEY CONTROL
 QS0527
 QS0527  NGVD 29 (??/??/92)  756.430  (m)         2481.72   (f) ADJ UNCH    2 0
 QS0527
 QS0527.Superseded values are not recommended for survey control.
 QS0527
 QS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0527.See file dsdata.pdf to determine how the superseded data were derived.
 QS0527
 QS0527_MARKER: DB = BENCH MARK DISK
 QS0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0527_STAMPING: Q 123 1934
 QS0527_MARK LOGO: CGS
 QS0527_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0527+STABILITY: SURFACE MOTION
 QS0527
 QS0527  HISTORY     - Date     Condition        Report By
 QS0527  HISTORY     - 1934     MONUMENTED       CGS
 QS0527  HISTORY     - 1976     POOR             USGS
 QS0527  HISTORY     - 19960510 MARK NOT FOUND   NGS
 QS0527
 QS0527                          STATION DESCRIPTION
 QS0527
 QS0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0527'1 MI W FROM RED ELM.
 QS0527'1.0 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0527'RAILROAD FROM THE STATION AT RED ELM, ZIEBACH COUNTY, 0.3 MILE
 QS0527'WEST OF MILEPOST 93, 0.2 MILE WEST OF THE RAILROAD WATER TANK,
 QS0527'82 FEET WEST OF THE SOUTH CORNER OF A RIGHT-ANGLE OFFSET IN
 QS0527'THE RIGHT-OF-WAY FENCE, 80 FEET SOUTH OF THE CENTER LINE OF
 QS0527'U.S. HIGHWAY 212, AND 45.5 FEET NORTH OF THE NORTH RAIL.  A
 QS0527'STANDARD DISK, STAMPED Q 123 1934 AND SET IN THE TOP OF A
 QS0527'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0527
 QS0527                          STATION RECOVERY (1976)
 QS0527
 QS0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0527'MARK RECOVERED IN POOR CONDITION.
 QS0527
 QS0527                          STATION RECOVERY (1996)
 QS0527
 QS0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0527'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0274 ***********************************************************************
 QT0274  DESIGNATION -  Q 124
 QT0274  PID         -  QT0274
 QT0274  STATE/COUNTY-  SD/BUTTE
 QT0274  COUNTRY     -  US
 QT0274  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0274
 QT0274                         *CURRENT SURVEY CONTROL
 QT0274  ______________________________________________________________________
 QT0274* NAD 83(1986) POSITION- 45 11 36.     (N) 103 25 35.     (W)   SCALED
 QT0274* NAVD 88 ORTHO HEIGHT -   893.791 (meters)     2932.38  (feet) ADJUSTED
 QT0274  ______________________________________________________________________
 QT0274  GEOID HEIGHT    -        -16.417 (meters)                     GEOID18
 QT0274  DYNAMIC HEIGHT  -        893.604 (meters)     2931.77  (feet) COMP
 QT0274  MODELED GRAVITY -    980,376.9   (mgal)                       NAVD 88
 QT0274
 QT0274  VERT ORDER      -  SECOND    CLASS 0
 QT0274
 QT0274.The horizontal coordinates were scaled from a map and have
 QT0274.an estimated accuracy of +/- 6 seconds.
 QT0274
 QT0274.The orthometric height was determined by differential leveling and
 QT0274.adjusted by the NATIONAL GEODETIC SURVEY
 QT0274.in June 1991.
 QT0274
 QT0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0274.GEOID18 height accuracy estimate available here.
 QT0274
 QT0274.Click photographs - Photos may exist for this station.
 QT0274
 QT0274.The dynamic height is computed by dividing the NAVD 88
 QT0274.geopotential number by the normal gravity value computed on the
 QT0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0274.degrees latitude (g = 980.6199 gals.).
 QT0274
 QT0274.The modeled gravity was interpolated from observed gravity values.
 QT0274
 QT0274;                    North         East    Units  Estimated Accuracy
 QT0274;SPC SD N     -   156,820.      330,850.      MT  (+/- 180 meters Scaled)
 QT0274
 QT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL236056(NAD 83)
 QT0274
 QT0274                          SUPERSEDED SURVEY CONTROL
 QT0274
 QT0274  NGVD 29 (??/??/92)  893.308  (m)         2930.79   (f) ADJ UNCH    2 0
 QT0274
 QT0274.Superseded values are not recommended for survey control.
 QT0274
 QT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0274.See file dsdata.pdf to determine how the superseded data were derived.
 QT0274
 QT0274_MARKER: DB = BENCH MARK DISK
 QT0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0274_STAMPING: Q 124 1934
 QT0274_MARK LOGO: CGS
 QT0274_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0274+STABILITY: SURFACE MOTION
 QT0274
 QT0274  HISTORY     - Date     Condition        Report By
 QT0274  HISTORY     - 1934     MONUMENTED       CGS
 QT0274  HISTORY     - 1973     GOOD             USGS
 QT0274
 QT0274                          STATION DESCRIPTION
 QT0274
 QT0274'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0274'0.7 MI SE FROM MASON.
 QT0274'REDIG POSTOFFICE, HARDING CO., THENCE SOUTH 5.0 MILES ALONG U.S.
 QT0274'HWY. 85 TO X-ROADS, THENCE EAST 5.7 MILES, THENCE SOUTH 0.3 MILE.
 QT0274'0.6 MILE NORTH OF T-ROAD EAST TO JOHNSON BROS. RANCH.  ON CREST
 QT0274'OF HILL THAT SLOPED TO THE SOUTH.  40 FEET EAST OF AND SAME ELEV.
 QT0274'AS CENTER LINE OF ROAD, 11 FEET EAST OF EAST R.O.W. FENCE.  A
 QT0274'STANDARD DISK STAMPED Q 124 1934 AND SET IN TOP OF A CONCRETE
 QT0274'POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2390 ***********************************************************************
 PU2390  DESIGNATION -  Q 125 RESET
 PU2390  PID         -  PU2390
 PU2390  STATE/COUNTY-  SD/MEADE
 PU2390  COUNTRY     -  US
 PU2390  USGS QUAD   -  DURKEE LAKE (2017)
 PU2390
 PU2390                         *CURRENT SURVEY CONTROL
 PU2390  ______________________________________________________________________
 PU2390* NAD 83(1986) POSITION- 44 59 38.     (N) 102 02 44.     (W)   SCALED
 PU2390* NAVD 88 ORTHO HEIGHT -   760.626 (meters)     2495.49  (feet) ADJUSTED
 PU2390  ______________________________________________________________________
 PU2390  GEOID HEIGHT    -        -19.478 (meters)                     GEOID18
 PU2390  DYNAMIC HEIGHT  -        760.473 (meters)     2494.99  (feet) COMP
 PU2390  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 PU2390
 PU2390  VERT ORDER      -  FIRST     CLASS II
 PU2390
 PU2390.The horizontal coordinates were scaled from a map and have
 PU2390.an estimated accuracy of +/- 6 seconds.
 PU2390
 PU2390.The orthometric height was determined by differential leveling and
 PU2390.adjusted by the NATIONAL GEODETIC SURVEY
 PU2390.in July 1998.
 PU2390
 PU2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2390.GEOID18 height accuracy estimate available here.
 PU2390
 PU2390.Click photographs - Photos may exist for this station.
 PU2390
 PU2390.The dynamic height is computed by dividing the NAVD 88
 PU2390.geopotential number by the normal gravity value computed on the
 PU2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2390.degrees latitude (g = 980.6199 gals.).
 PU2390
 PU2390.The modeled gravity was interpolated from observed gravity values.
 PU2390
 PU2390;                    North         East    Units  Estimated Accuracy
 PU2390;SPC SD N     -   131,000.      438,720.      MT  (+/- 180 meters Scaled)
 PU2390
 PU2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK328865(NAD 83)
 PU2390
 PU2390                          SUPERSEDED SURVEY CONTROL
 PU2390
 PU2390  NGVD 29 (04/17/07)  760.15   (m)         2493.9    (f) RESET       3  
 PU2390
 PU2390.Superseded values are not recommended for survey control.
 PU2390
 PU2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2390.See file dsdata.pdf to determine how the superseded data were derived.
 PU2390
 PU2390_MARKER: DV = VERTICAL CONTROL DISK
 PU2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2390_STAMPING: Q 125 RESET 1987
 PU2390_MARK LOGO: NGS
 PU2390_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2390+STABILITY: SURFACE MOTION
 PU2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2390+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2390
 PU2390  HISTORY     - Date     Condition        Report By
 PU2390  HISTORY     - 1987     MONUMENTED       NGS
 PU2390  HISTORY     - 19960711 GOOD             NGS
 PU2390
 PU2390                          STATION DESCRIPTION
 PU2390
 PU2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2390'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 PU2390'FAITH THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN SOUTH
 PU2390'3.4 KM (2.10 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST IN
 PU2390'FAITH) 30.5 M (100.1 FT) WEST FROM THE CENTER OF 73, 0.3 M (1.0 FT)
 PU2390'EAST FROM A WITNESS POST, 0.3 M (1.0 FT) SOUTH FROM A FENCE,
 PU2390'9.75 M (32.0 FT) NORTH FROM THE CENTER OF A COUNTY ROAD, IN THE TOP
 PU2390'OF A CONCRETE POST THAT PROJECTS 0.2 M (0.7 FT) AT THE SOUTHEAST
 PU2390'CORNER OF THE SE 1/4, SECTION 16, T 12 N, R 17 E, AND
 PU2390'1.05 KM (0.65 MI) NORTH OF BM L 394.
 PU2390
 PU2390                          STATION RECOVERY (1996)
 PU2390
 PU2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2390'3.2 KM (2.00 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2390'U.S. HIGHWAY 212 IN FAITH, 620.0 M (2034.1 FT) NORTH OF MILEPOST 172,
 PU2390'37.9 M (124.3 FT) WEST OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT)
 PU2390'NORTH OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 PU2390'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A
 PU2390'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU2390'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0636 ***********************************************************************
 PT0636  DESIGNATION -  Q 126
 PT0636  PID         -  PT0636
 PT0636  STATE/COUNTY-  SD/HAAKON
 PT0636  COUNTRY     -  US
 PT0636  USGS QUAD   -  HILLAND NW (2017)
 PT0636
 PT0636                         *CURRENT SURVEY CONTROL
 PT0636  ______________________________________________________________________
 PT0636* NAD 83(1986) POSITION- 44 28 36.     (N) 101 58 27.     (W)   SCALED
 PT0636* NAVD 88 ORTHO HEIGHT -   717.748 (meters)     2354.81  (feet) ADJUSTED
 PT0636  ______________________________________________________________________
 PT0636  GEOID HEIGHT    -        -20.098 (meters)                     GEOID18
 PT0636  DYNAMIC HEIGHT  -        717.571 (meters)     2354.23  (feet) COMP
 PT0636  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 PT0636
 PT0636  VERT ORDER      -  SECOND    CLASS 0
 PT0636
 PT0636.The horizontal coordinates were scaled from a map and have
 PT0636.an estimated accuracy of +/- 6 seconds.
 PT0636
 PT0636.The orthometric height was determined by differential leveling and
 PT0636.adjusted by the NATIONAL GEODETIC SURVEY
 PT0636.in June 1991.
 PT0636
 PT0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0636.GEOID18 height accuracy estimate available here.
 PT0636
 PT0636.Click photographs - Photos may exist for this station.
 PT0636
 PT0636.The dynamic height is computed by dividing the NAVD 88
 PT0636.geopotential number by the normal gravity value computed on the
 PT0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0636.degrees latitude (g = 980.6199 gals.).
 PT0636
 PT0636.The modeled gravity was interpolated from observed gravity values.
 PT0636
 PT0636;                    North         East    Units  Estimated Accuracy
 PT0636;SPC SD S     -   239,410.      469,460.      MT  (+/- 180 meters Scaled)
 PT0636
 PT0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ634291(NAD 83)
 PT0636
 PT0636                          SUPERSEDED SURVEY CONTROL
 PT0636
 PT0636  NGVD 29 (??/??/92)  717.292  (m)         2353.32   (f) ADJ UNCH    2 0
 PT0636
 PT0636.Superseded values are not recommended for survey control.
 PT0636
 PT0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0636.See file dsdata.pdf to determine how the superseded data were derived.
 PT0636
 PT0636_MARKER: DB = BENCH MARK DISK
 PT0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0636_STAMPING: Q 126 1934
 PT0636_MARK LOGO: CGS
 PT0636_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0636+STABILITY: SURFACE MOTION
 PT0636
 PT0636  HISTORY     - Date     Condition        Report By
 PT0636  HISTORY     - 1934     MONUMENTED       CGS
 PT0636  HISTORY     - 1962     GOOD             CGS
 PT0636  HISTORY     - 1963     GOOD             CGS
 PT0636
 PT0636                          STATION DESCRIPTION
 PT0636
 PT0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0636'12 MI SE FROM HOWES.
 PT0636'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0636'OFFICE AT HOWES, THENCE 0.45 MILES NORTHEAST ALONG STATE HIGHWAY
 PT0636'34 AND 73, THENCE 12.05 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0636'WAS FORMERLY HIGHWAY 34 AND 73, 59 FEET SOUTHWEST OF THE CENTERLINE
 PT0636'OF THE ROAD, 57 FEET NORTHWEST OF THE CENTER OF AN ENTRANCE TO
 PT0636'A FIELD, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 PT0636'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0636'ABOUT 6 INCHES.
 PT0636
 PT0636                          STATION RECOVERY (1963)
 PT0636
 PT0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PT0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0712 ***********************************************************************
 PU0712  DESIGNATION -  Q 129
 PU0712  PID         -  PU0712
 PU0712  STATE/COUNTY-  SD/MEADE
 PU0712  COUNTRY     -  US
 PU0712  USGS QUAD   -  ELM SPRINGS (2017)
 PU0712
 PU0712                         *CURRENT SURVEY CONTROL
 PU0712  ______________________________________________________________________
 PU0712* NAD 83(1986) POSITION- 44 15 34.29   (N) 102 30 39.05   (W)   HD_HELD1
 PU0712* NAVD 88 ORTHO HEIGHT -   751.064 (meters)     2464.12  (feet) ADJUSTED
 PU0712  ______________________________________________________________________
 PU0712  GEOID HEIGHT    -        -18.599 (meters)                     GEOID18
 PU0712  DYNAMIC HEIGHT  -        750.855 (meters)     2463.43  (feet) COMP
 PU0712  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 PU0712
 PU0712  VERT ORDER      -  SECOND    CLASS 0
 PU0712
 PU0712.The horizontal coordinates were determined by differentially corrected
 PU0712.hand held GPS observations or other comparable positioning techniques
 PU0712.and have an estimated accuracy of +/- 3 meters.
 PU0712
 PU0712.The orthometric height was determined by differential leveling and
 PU0712.adjusted by the NATIONAL GEODETIC SURVEY
 PU0712.in June 1991.
 PU0712
 PU0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0712.GEOID18 height accuracy estimate available here.
 PU0712
 PU0712.Click photographs - Photos may exist for this station.
 PU0712
 PU0712.The dynamic height is computed by dividing the NAVD 88
 PU0712.geopotential number by the normal gravity value computed on the
 PU0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0712.degrees latitude (g = 980.6199 gals.).
 PU0712
 PU0712.The modeled gravity was interpolated from observed gravity values.
 PU0712
 PU0712;                    North         East    Units  Estimated Accuracy
 PU0712;SPC SD N     -    50,469.1     399,519.8     MT  (+/- 3 meters HH1 GPS) 
 PU0712
 PU0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9869503711(NAD 83)
 PU0712
 PU0712                          SUPERSEDED SURVEY CONTROL
 PU0712
 PU0712  NGVD 29 (??/??/92)  750.606  (m)         2462.61   (f) ADJ UNCH    2 0
 PU0712
 PU0712.Superseded values are not recommended for survey control.
 PU0712
 PU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0712.See file dsdata.pdf to determine how the superseded data were derived.
 PU0712
 PU0712_MARKER: DB = BENCH MARK DISK
 PU0712_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0712_STAMPING: Q 129 1934
 PU0712_MARK LOGO: CGS
 PU0712_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0712
 PU0712  HISTORY     - Date     Condition        Report By
 PU0712  HISTORY     - 1934     MONUMENTED       CGS
 PU0712  HISTORY     - 1954     GOOD             CGS
 PU0712
 PU0712                          STATION DESCRIPTION
 PU0712
 PU0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PU0712'15.4 MI N FROM WASTA.
 PU0712'IN MEADE COUNTY, 15.4 MILES NORTH ALONG THE COUNTY ROAD LEADING
 PU0712'TO ENNING FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 PU0712'AT WASTA, PENNINGTON COUNTY, 3.9 MILES SOUTH OF THE POST OFFICE
 PU0712'AT ELM SPRINGS, MEADE COUNTY, 1.0 MILE NORTH OF THE BRIDGE
 PU0712'OVER ELK CREEK, AND 46 FEET NORTHEAST OF THE CENTERLINE OF THE
 PU0712'ROAD.  A STANDARD DISK, STAMPED Q 129 1934 AND SET IN THE TOP
 PU0712'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0063 ***********************************************************************
 OT0063  DESIGNATION -  Q 130
 OT0063  PID         -  OT0063
 OT0063  STATE/COUNTY-  SD/PENNINGTON
 OT0063  COUNTRY     -  US
 OT0063  USGS QUAD   -  WALL SW (2017)
 OT0063
 OT0063                         *CURRENT SURVEY CONTROL
 OT0063  ______________________________________________________________________
 OT0063* NAD 83(1986) POSITION- 43 50 13.     (N) 102 10 46.     (W)   SCALED
 OT0063* NAVD 88 ORTHO HEIGHT -   854.377 (meters)     2803.07  (feet) ADJUSTED
 OT0063  ______________________________________________________________________
 OT0063  GEOID HEIGHT    -        -19.240 (meters)                     GEOID18
 OT0063  DYNAMIC HEIGHT  -        854.105 (meters)     2802.18  (feet) COMP
 OT0063  MODELED GRAVITY -    980,271.9   (mgal)                       NAVD 88
 OT0063
 OT0063  VERT ORDER      -  SECOND    CLASS 0
 OT0063
 OT0063.The horizontal coordinates were scaled from a map and have
 OT0063.an estimated accuracy of +/- 6 seconds.
 OT0063
 OT0063.The orthometric height was determined by differential leveling and
 OT0063.adjusted by the NATIONAL GEODETIC SURVEY
 OT0063.in June 1991.
 OT0063
 OT0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0063.GEOID18 height accuracy estimate available here.
 OT0063
 OT0063.Click photographs - Photos may exist for this station.
 OT0063
 OT0063.The dynamic height is computed by dividing the NAVD 88
 OT0063.geopotential number by the normal gravity value computed on the
 OT0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0063.degrees latitude (g = 980.6199 gals.).
 OT0063
 OT0063.The modeled gravity was interpolated from observed gravity values.
 OT0063
 OT0063;                    North         East    Units  Estimated Accuracy
 OT0063;SPC SD S     -   168,690.      451,550.      MT  (+/- 180 meters Scaled)
 OT0063
 OT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ267576(NAD 83)
 OT0063
 OT0063                          SUPERSEDED SURVEY CONTROL
 OT0063
 OT0063  NGVD 29 (??/??/92)  853.910  (m)         2801.54   (f) ADJ UNCH    2 0
 OT0063
 OT0063.Superseded values are not recommended for survey control.
 OT0063
 OT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0063.See file dsdata.pdf to determine how the superseded data were derived.
 OT0063
 OT0063_MARKER: DB = BENCH MARK DISK
 OT0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0063_STAMPING: Q 130 1934
 OT0063_MARK LOGO: CGS
 OT0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0063+STABILITY: SURFACE MOTION
 OT0063
 OT0063  HISTORY     - Date     Condition        Report By
 OT0063  HISTORY     - 1934     MONUMENTED       CGS
 OT0063  HISTORY     - 1962     GOOD             CGS
 OT0063
 OT0063                          STATION DESCRIPTION
 OT0063
 OT0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0063'13.7 MI SE FROM WALL.
 OT0063'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0063'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0063'THENCE 13.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 16A, 0.25 MILE
 OT0063'NORTHWEST OF A CURVE ON THE CREST OF A HILL, 51 FEET NORTHEAST
 OT0063'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET BELOW THE
 OT0063'HIGHWAY, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN
 OT0063'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0625 ***********************************************************************
 PU0625  DESIGNATION -  Q 131
 PU0625  PID         -  PU0625
 PU0625  STATE/COUNTY-  SD/PENNINGTON
 PU0625  COUNTRY     -  US
 PU0625  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0625
 PU0625                         *CURRENT SURVEY CONTROL
 PU0625  ______________________________________________________________________
 PU0625* NAD 83(1986) POSITION- 44 05 39.     (N) 102 49 57.     (W)   SCALED
 PU0625* NAVD 88 ORTHO HEIGHT -   868.568 (meters)     2849.63  (feet) ADJUSTED
 PU0625  ______________________________________________________________________
 PU0625  GEOID HEIGHT    -        -17.509 (meters)                     GEOID18
 PU0625  DYNAMIC HEIGHT  -        868.294 (meters)     2848.73  (feet) COMP
 PU0625  MODELED GRAVITY -    980,272.9   (mgal)                       NAVD 88
 PU0625
 PU0625  VERT ORDER      -  FIRST     CLASS II
 PU0625
 PU0625.The horizontal coordinates were scaled from a map and have
 PU0625.an estimated accuracy of +/- 6 seconds.
 PU0625
 PU0625.The orthometric height was determined by differential leveling and
 PU0625.adjusted by the NATIONAL GEODETIC SURVEY
 PU0625.in September 1993.
 PU0625
 PU0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0625.GEOID18 height accuracy estimate available here.
 PU0625
 PU0625.Click photographs - Photos may exist for this station.
 PU0625
 PU0625.The dynamic height is computed by dividing the NAVD 88
 PU0625.geopotential number by the normal gravity value computed on the
 PU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0625.degrees latitude (g = 980.6199 gals.).
 PU0625
 PU0625.The modeled gravity was interpolated from observed gravity values.
 PU0625
 PU0625;                    North         East    Units  Estimated Accuracy
 PU0625;SPC SD S     -   198,630.      399,910.      MT  (+/- 180 meters Scaled)
 PU0625
 PU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ735846(NAD 83)
 PU0625
 PU0625                          SUPERSEDED SURVEY CONTROL
 PU0625
 PU0625  NAVD 88 (06/15/91)  868.582  (m)         2849.67   (f) SUPERSEDED  1 2
 PU0625  NGVD 29 (??/??/92)  868.112  (m)         2848.13   (f) ADJ UNCH    1 2
 PU0625
 PU0625.Superseded values are not recommended for survey control.
 PU0625
 PU0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0625.See file dsdata.pdf to determine how the superseded data were derived.
 PU0625
 PU0625_MARKER: DB = BENCH MARK DISK
 PU0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0625_STAMPING: Q 131 1934
 PU0625_MARK LOGO: CGS
 PU0625_PROJECTION: RECESSED 20 CENTIMETERS
 PU0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0625+STABILITY: SURFACE MOTION
 PU0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0625+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 PU0625
 PU0625  HISTORY     - Date     Condition        Report By
 PU0625  HISTORY     - 1934     MONUMENTED       CGS
 PU0625  HISTORY     - 19910715 GOOD             NGS
 PU0625  HISTORY     - 20120717 MARK NOT FOUND   INDIV
 PU0625
 PU0625                          STATION DESCRIPTION
 PU0625
 PU0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0625'AT NEW UNDERWOOD.
 PU0625'AT NEW UNDERWOOD, PENNINGTON COUNTY, IN THE SOUTHEAST CORNER OF THE
 PU0625'HIGH SCHOOL YARD, 83.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PU0625'SCHOOLHOUSE, 52 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 PU0625'STREET, 43 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST
 PU0625'STREET, 6.5 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ON THE
 PU0625'SOUTH SIDE OF THE SCHOOLHOUSE AND SET IN THE TOP OF A CONCRETE POST
 PU0625'FLUSH WITH THE GROUND.
 PU0625
 PU0625                          STATION RECOVERY (1991)
 PU0625
 PU0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU0625'IN NEW UNDERWOOD, AT THE INTERSECTION OF MADISON AND ASH STREETS,
 PU0625'NEAR THE SOUTHEAST CORNER OF THE NEW UNDERWOOD SCHOOL YARD, 25.4 M
 PU0625'(83.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 14.3
 PU0625'M (46.9 FT) WEST OF THE CENTER OF MADISON STREET, 11.8 M (38.7 FT)
 PU0625'NORTH OF THE CENTER OF ASH STREET, 4.4 M (14.4 FT) WEST OF A
 PU0625'CHAIN-LINK FENCE, 2.1 M (6.9 FT) NORTH OF THE CHAIN LINK-FENCE, AND
 PU0625'THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 PU0625
 PU0625                          STATION RECOVERY (2012)
 PU0625
 PU0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0625'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0236 ***********************************************************************
 OT0236  DESIGNATION -  Q 132
 OT0236  PID         -  OT0236
 OT0236  STATE/COUNTY-  SD/SHANNON
 OT0236  COUNTRY     -  US
 OT0236  USGS QUAD   -  ROCKYFORD (2017)
 OT0236
 OT0236                         *CURRENT SURVEY CONTROL
 OT0236  ______________________________________________________________________
 OT0236* NAD 83(1986) POSITION- 43 27 44.     (N) 102 31 21.     (W)   SCALED
 OT0236* NAVD 88 ORTHO HEIGHT -   820.266 (meters)     2691.16  (feet) ADJUSTED
 OT0236  ______________________________________________________________________
 OT0236  GEOID HEIGHT    -        -18.307 (meters)                     GEOID18
 OT0236  DYNAMIC HEIGHT  -        819.972 (meters)     2690.19  (feet) COMP
 OT0236  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 OT0236
 OT0236  VERT ORDER      -  SECOND    CLASS 0
 OT0236
 OT0236.The horizontal coordinates were scaled from a map and have
 OT0236.an estimated accuracy of +/- 6 seconds.
 OT0236
 OT0236.The orthometric height was determined by differential leveling and
 OT0236.adjusted by the NATIONAL GEODETIC SURVEY
 OT0236.in June 1991.
 OT0236
 OT0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0236.GEOID18 height accuracy estimate available here.
 OT0236
 OT0236.Click photographs - Photos may exist for this station.
 OT0236
 OT0236.The dynamic height is computed by dividing the NAVD 88
 OT0236.geopotential number by the normal gravity value computed on the
 OT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0236.degrees latitude (g = 980.6199 gals.).
 OT0236
 OT0236.The modeled gravity was interpolated from observed gravity values.
 OT0236
 OT0236;                    North         East    Units  Estimated Accuracy
 OT0236;SPC SD S     -   127,740.      422,870.      MT  (+/- 180 meters Scaled)
 OT0236
 OT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ004151(NAD 83)
 OT0236
 OT0236                          SUPERSEDED SURVEY CONTROL
 OT0236
 OT0236  NGVD 29 (??/??/92)  819.834  (m)         2689.74   (f) ADJ UNCH    2 0
 OT0236
 OT0236.Superseded values are not recommended for survey control.
 OT0236
 OT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0236.See file dsdata.pdf to determine how the superseded data were derived.
 OT0236
 OT0236_MARKER: DB = BENCH MARK DISK
 OT0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0236_STAMPING: Q 132 1934
 OT0236_MARK LOGO: CGS
 OT0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0236+STABILITY: SURFACE MOTION
 OT0236
 OT0236  HISTORY     - Date     Condition        Report By
 OT0236  HISTORY     - 1934     MONUMENTED       CGS
 OT0236  HISTORY     - 1939     MARK NOT FOUND   CGS
 OT0236
 OT0236                          STATION DESCRIPTION
 OT0236
 OT0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 OT0236'24.9 MI S FROM SCENIC.
 OT0236'IN SHANNON COUNTY, 24.9 MILES SOUTH ALONG THE ROAD LEADING
 OT0236'TO MANDERSON AND BRENNAN FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0236'AND PACIFIC RAILROAD STATION AT SCENIC, PENNINGTON COUNTY,
 OT0236'250 YARDS EAST OF WHITE RIVER, 24 FEET EAST OF THE CENTERLINE
 OT0236'OF THE ROAD, AND OPPOSITE AN OLD ROAD THAT JOINS THE MAIN
 OT0236'ROAD LEADING TO MANDERSON.  A STANDARD DISK, STAMPED Q 132 1934
 OT0236'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OT0236'ABOVE GROUND.  NOTE-- BRENNAN NOW KNOWN AS WOUNDED KNEE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0210 ***********************************************************************
 OT0210  DESIGNATION -  Q 133
 OT0210  PID         -  OT0210
 OT0210  STATE/COUNTY-  SD/SHANNON
 OT0210  COUNTRY     -  US
 OT0210  USGS QUAD   -  WAKPAMANI (2017)
 OT0210
 OT0210                         *CURRENT SURVEY CONTROL
 OT0210  ______________________________________________________________________
 OT0210* NAD 83(1986) POSITION- 43 00 00.     (N) 102 12 52.     (W)   SCALED
 OT0210* NAVD 88 ORTHO HEIGHT -  1082.478 (meters)     3551.43  (feet) ADJUSTED
 OT0210  ______________________________________________________________________
 OT0210  GEOID HEIGHT    -        -18.486 (meters)                     GEOID18
 OT0210  DYNAMIC HEIGHT  -       1081.986 (meters)     3549.82  (feet) COMP
 OT0210  MODELED GRAVITY -    980,128.8   (mgal)                       NAVD 88
 OT0210
 OT0210  VERT ORDER      -  SECOND    CLASS 0
 OT0210
 OT0210.The horizontal coordinates were scaled from a map and have
 OT0210.an estimated accuracy of +/- 6 seconds.
 OT0210
 OT0210.The orthometric height was determined by differential leveling and
 OT0210.adjusted by the NATIONAL GEODETIC SURVEY
 OT0210.in June 1991.
 OT0210
 OT0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0210.GEOID18 height accuracy estimate available here.
 OT0210
 OT0210.Click photographs - Photos may exist for this station.
 OT0210
 OT0210.The dynamic height is computed by dividing the NAVD 88
 OT0210.geopotential number by the normal gravity value computed on the
 OT0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0210.degrees latitude (g = 980.6199 gals.).
 OT0210
 OT0210.The modeled gravity was interpolated from observed gravity values.
 OT0210
 OT0210;                    North         East    Units  Estimated Accuracy
 OT0210;SPC SD S     -    75,800.      446,630.      MT  (+/- 180 meters Scaled)
 OT0210
 OT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH270645(NAD 83)
 OT0210
 OT0210                          SUPERSEDED SURVEY CONTROL
 OT0210
 OT0210  NGVD 29 (??/??/92) 1081.981  (m)         3549.80   (f) ADJ UNCH    2 0
 OT0210
 OT0210.Superseded values are not recommended for survey control.
 OT0210
 OT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0210.See file dsdata.pdf to determine how the superseded data were derived.
 OT0210
 OT0210_MARKER: DB = BENCH MARK DISK
 OT0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0210_STAMPING: Q 133 1934
 OT0210_MARK LOGO: CGS
 OT0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0210+STABILITY: SURFACE MOTION
 OT0210
 OT0210  HISTORY     - Date     Condition        Report By
 OT0210  HISTORY     - 1934     MONUMENTED       CGS
 OT0210  HISTORY     - 1941     GOOD             CGS
 OT0210  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0210
 OT0210                          STATION DESCRIPTION
 OT0210
 OT0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OT0210'14.8 MI N FROM GORDON.
 OT0210'IN SHANNON COUNTY, SOUTH DAKOTA, 14.8 MILES NORTH ALONG STATE
 OT0210'HIGHWAY 27 FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT
 OT0210'GORDON, SHERIDAN COUNTY, NEBRASKA, AT THE SOUTH DAKOTA-NEBRASKA
 OT0210'STATE LINE, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22
 OT0210'FEET NORTH OF AN EAST-AND-WEST FENCE LINE, AND 13 FEET WEST OF A
 OT0210'GATEPOST IN A NORTH-AND-SOUTH FENCE LINE.  A STANDARD DISK,
 OT0210'STAMPED Q 133 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0210'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- HIGHWAY REALIGNED AND
 OT0210'WIDENED.
 OT0210
 OT0210                          STATION RECOVERY (1966)
 OT0210
 OT0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0213 ***********************************************************************
 OT0213  DESIGNATION -  Q 134
 OT0213  PID         -  OT0213
 OT0213  STATE/COUNTY-  SD/SHANNON
 OT0213  COUNTRY     -  US
 OT0213  USGS QUAD   -  MANDERSON SW (2017)
 OT0213
 OT0213                         *CURRENT SURVEY CONTROL
 OT0213  ______________________________________________________________________
 OT0213* NAD 83(1986) POSITION- 43 04 07.     (N) 102 22 38.     (W)   SCALED
 OT0213* NAVD 88 ORTHO HEIGHT -  1052.872 (meters)     3454.30  (feet) ADJUSTED
 OT0213  ______________________________________________________________________
 OT0213  GEOID HEIGHT    -        -18.384 (meters)                     GEOID18
 OT0213  DYNAMIC HEIGHT  -       1052.403 (meters)     3452.76  (feet) COMP
 OT0213  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 OT0213
 OT0213  VERT ORDER      -  SECOND    CLASS 0
 OT0213
 OT0213.The horizontal coordinates were scaled from a map and have
 OT0213.an estimated accuracy of +/- 6 seconds.
 OT0213
 OT0213.The orthometric height was determined by differential leveling and
 OT0213.adjusted by the NATIONAL GEODETIC SURVEY
 OT0213.in June 1991.
 OT0213
 OT0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0213.GEOID18 height accuracy estimate available here.
 OT0213
 OT0213.Click photographs - Photos may exist for this station.
 OT0213
 OT0213.The dynamic height is computed by dividing the NAVD 88
 OT0213.geopotential number by the normal gravity value computed on the
 OT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0213.degrees latitude (g = 980.6199 gals.).
 OT0213
 OT0213.The modeled gravity was interpolated from observed gravity values.
 OT0213
 OT0213;                    North         East    Units  Estimated Accuracy
 OT0213;SPC SD S     -    83,730.      433,550.      MT  (+/- 180 meters Scaled)
 OT0213
 OT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH135717(NAD 83)
 OT0213
 OT0213                          SUPERSEDED SURVEY CONTROL
 OT0213
 OT0213  NGVD 29 (??/??/92) 1052.370  (m)         3452.65   (f) ADJ UNCH    2 0
 OT0213
 OT0213.Superseded values are not recommended for survey control.
 OT0213
 OT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0213.See file dsdata.pdf to determine how the superseded data were derived.
 OT0213
 OT0213_MARKER: DB = BENCH MARK DISK
 OT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0213_STAMPING: Q 134 1934
 OT0213_MARK LOGO: CGS
 OT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0213+STABILITY: SURFACE MOTION
 OT0213
 OT0213  HISTORY     - Date     Condition        Report By
 OT0213  HISTORY     - 1934     MONUMENTED       CGS
 OT0213  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0213  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0213
 OT0213                          STATION DESCRIPTION
 OT0213
 OT0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0213'5.4 MI S FROM BRENNAN.
 OT0213'5.4 MILES SOUTH ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0213'BRENNAN, SHANNON COUNTY, 0.5 MILE NORTH OF THE JUNCTION OF A
 OT0213'ROAD LEADING EAST, 53 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OT0213'4 FEET NORTH OF A FENCE CORNER, AND 3.6 FEET WEST OF A FENCE
 OT0213'PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED Q 134 1934 AND
 OT0213'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OT0213'GROUND.  NOTE-- BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED KNEE.
 OT0213
 OT0213                          STATION RECOVERY (1966)
 OT0213
 OT0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0213'MARK NOT FOUND.
 OT0213
 OT0213                          STATION RECOVERY (1993)
 OT0213
 OT0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0420 ***********************************************************************
 OT0420  DESIGNATION -  Q 135
 OT0420  PID         -  OT0420
 OT0420  STATE/COUNTY-  SD/FALL RIVER
 OT0420  COUNTRY     -  US
 OT0420  USGS QUAD   -  OELRICHS NE (2017)
 OT0420
 OT0420                         *CURRENT SURVEY CONTROL
 OT0420  ______________________________________________________________________
 OT0420* NAD 83(1986) POSITION- 43 13 16.     (N) 103 01 19.     (W)   SCALED
 OT0420* NAVD 88 ORTHO HEIGHT -   929.384 (meters)     3049.15  (feet) ADJUSTED
 OT0420  ______________________________________________________________________
 OT0420  GEOID HEIGHT    -        -17.412 (meters)                     GEOID18
 OT0420  DYNAMIC HEIGHT  -        928.996 (meters)     3047.88  (feet) COMP
 OT0420  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 OT0420
 OT0420  VERT ORDER      -  SECOND    CLASS 0
 OT0420
 OT0420.The horizontal coordinates were scaled from a map and have
 OT0420.an estimated accuracy of +/- 6 seconds.
 OT0420
 OT0420.The orthometric height was determined by differential leveling and
 OT0420.adjusted by the NATIONAL GEODETIC SURVEY
 OT0420.in June 1991.
 OT0420
 OT0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0420.GEOID18 height accuracy estimate available here.
 OT0420
 OT0420.Click photographs - Photos may exist for this station.
 OT0420
 OT0420.The dynamic height is computed by dividing the NAVD 88
 OT0420.geopotential number by the normal gravity value computed on the
 OT0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0420.degrees latitude (g = 980.6199 gals.).
 OT0420
 OT0420.The modeled gravity was interpolated from observed gravity values.
 OT0420
 OT0420;                    North         East    Units  Estimated Accuracy
 OT0420;SPC SD S     -   102,160.      381,610.      MT  (+/- 180 meters Scaled)
 OT0420
 OT0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH606872(NAD 83)
 OT0420
 OT0420                          SUPERSEDED SURVEY CONTROL
 OT0420
 OT0420  NGVD 29 (??/??/92)  928.879  (m)         3047.50   (f) ADJ UNCH    2 0
 OT0420
 OT0420.Superseded values are not recommended for survey control.
 OT0420
 OT0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0420.See file dsdata.pdf to determine how the superseded data were derived.
 OT0420
 OT0420_MARKER: DB = BENCH MARK DISK
 OT0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0420_STAMPING: Q 135 1934
 OT0420_MARK LOGO: CGS
 OT0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0420+STABILITY: SURFACE MOTION
 OT0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0420+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0420
 OT0420  HISTORY     - Date     Condition        Report By
 OT0420  HISTORY     - 1934     MONUMENTED       CGS
 OT0420  HISTORY     - 1967     GOOD             USGS
 OT0420  HISTORY     - 19930919 GOOD             NGS
 OT0420
 OT0420                          STATION DESCRIPTION
 OT0420
 OT0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0420'12.5 MI E FROM OELRICHS.
 OT0420'12.5 MILES EAST ALONG STATE HIGHWAY 52 FROM THE CHICAGO AND
 OT0420'NORTH WESTERN RAILWAY STATION AT OELRICHS, FALL RIVER COUNTY,
 OT0420'1.3 MILES WEST OF THE SHANNON-FALL RIVER COUNTY LINE, 72 YARDS
 OT0420'EAST OF A WOODPILING BRIDGE OVER A CREEK, AND 42 FEET NORTH OF
 OT0420'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 135
 OT0420'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OT0420'ABOVE GROUND.  NOTE-- CHANGE STATE HIGHWAY 52 TO ALONG OLD,
 OT0420'ABANDONED HIGHWAY 52.  9 FEET SOUTH OF FENCE, 24 FEET NORTH OF
 OT0420'E-W FENCE (EXTENDED EAST), 10 FEET SW OF STEEL WITNESS SIGN.
 OT0420
 OT0420                          STATION RECOVERY (1967)
 OT0420
 OT0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OT0420'RECOVERED IN GOOD CONDITION.
 OT0420
 OT0420                          STATION RECOVERY (1993)
 OT0420
 OT0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0420'8.8 KM (5.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0420'U.S. HIGHWAY 385 IN OELRICHS, THENCE 11.9 KM (7.40 MI) NORTH AND
 OT0420'EAST ALONG A DIRT ROAD, 62.0 M (203.4 FT) EAST OF A FENCE CORNER,
 OT0420'16.0 M (52.5 FT) NORTH OF THE ROAD CENTER, 2.1 M (6.9 FT) SOUTH OF A
 OT0420'WITNESSS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OT0420'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0338 ***********************************************************************
 OS0338  DESIGNATION -  Q 136
 OS0338  PID         -  OS0338
 OS0338  STATE/COUNTY-  SD/TODD
 OS0338  COUNTRY     -  US
 OS0338  USGS QUAD   -  PARMELEE (2017)
 OS0338
 OS0338                         *CURRENT SURVEY CONTROL
 OS0338  ______________________________________________________________________
 OS0338* NAD 83(1986) POSITION- 43 19 20.     (N) 101 01 11.     (W)   SCALED
 OS0338* NAVD 88 ORTHO HEIGHT -   805.017 (meters)     2641.13  (feet) ADJUSTED
 OS0338  ______________________________________________________________________
 OS0338  GEOID HEIGHT    -        -22.189 (meters)                     GEOID18
 OS0338  DYNAMIC HEIGHT  -        804.702 (meters)     2640.09  (feet) COMP
 OS0338  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 OS0338
 OS0338  VERT ORDER      -  SECOND    CLASS 0
 OS0338
 OS0338.The horizontal coordinates were scaled from a map and have
 OS0338.an estimated accuracy of +/- 6 seconds.
 OS0338
 OS0338.The orthometric height was determined by differential leveling and
 OS0338.adjusted by the NATIONAL GEODETIC SURVEY
 OS0338.in June 1991.
 OS0338
 OS0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0338.GEOID18 height accuracy estimate available here.
 OS0338
 OS0338.Click photographs - Photos may exist for this station.
 OS0338
 OS0338.The dynamic height is computed by dividing the NAVD 88
 OS0338.geopotential number by the normal gravity value computed on the
 OS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0338.degrees latitude (g = 980.6199 gals.).
 OS0338
 OS0338.The modeled gravity was interpolated from observed gravity values.
 OS0338
 OS0338;                    North         East    Units  Estimated Accuracy
 OS0338;SPC SD S     -   110,090.      544,330.      MT  (+/- 180 meters Scaled)
 OS0338
 OS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN362985(NAD 83)
 OS0338
 OS0338                          SUPERSEDED SURVEY CONTROL
 OS0338
 OS0338  NGVD 29 (??/??/92)  804.609  (m)         2639.79   (f) ADJ UNCH    2 0
 OS0338
 OS0338.Superseded values are not recommended for survey control.
 OS0338
 OS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0338.See file dsdata.pdf to determine how the superseded data were derived.
 OS0338
 OS0338_MARKER: DB = BENCH MARK DISK
 OS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0338_STAMPING: Q 136 1934
 OS0338_MARK LOGO: CGS
 OS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0338+STABILITY: SURFACE MOTION
 OS0338
 OS0338  HISTORY     - Date     Condition        Report By
 OS0338  HISTORY     - 1934     MONUMENTED       CGS
 OS0338  HISTORY     - 1967     MARK NOT FOUND   USGS
 OS0338
 OS0338                          STATION DESCRIPTION
 OS0338
 OS0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0338'0.6 MI E FROM PARMELEE.
 OS0338'IS LOCATED 0.6 MILES EAST OF THE POST OFFICE AT PARMELEE, 55
 OS0338'FEET SOUTH OF CENTERLINE OF HIGHWAY, 34 FEET WEST OF CENTERLINE
 OS0338'OF SECTION ROAD, 6.2 FEET SOUTH OF CORNER FENCE POST.  STANDARD
 OS0338'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.  STAMPED
 OS0338'Q 136 1934.
 OS0338
 OS0338                          STATION RECOVERY (1967)
 OS0338
 OS0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0046 ***********************************************************************
 OS0046  DESIGNATION -  Q 137
 OS0046  PID         -  OS0046
 OS0046  STATE/COUNTY-  SD/MELLETTE
 OS0046  COUNTRY     -  US
 OS0046  USGS QUAD   -  MOSHER (2017)
 OS0046
 OS0046                         *CURRENT SURVEY CONTROL
 OS0046  ______________________________________________________________________
 OS0046* NAD 83(1986) POSITION- 43 27 58.     (N) 100 22 16.     (W)   SCALED
 OS0046* NAVD 88 ORTHO HEIGHT -   645.318 (meters)     2117.18  (feet) ADJUSTED
 OS0046  ______________________________________________________________________
 OS0046  GEOID HEIGHT    -        -24.544 (meters)                     GEOID18
 OS0046  DYNAMIC HEIGHT  -        645.084 (meters)     2116.41  (feet) COMP
 OS0046  MODELED GRAVITY -    980,238.0   (mgal)                       NAVD 88
 OS0046
 OS0046  VERT ORDER      -  SECOND    CLASS 0
 OS0046
 OS0046.The horizontal coordinates were scaled from a map and have
 OS0046.an estimated accuracy of +/- 6 seconds.
 OS0046
 OS0046.The orthometric height was determined by differential leveling and
 OS0046.adjusted by the NATIONAL GEODETIC SURVEY
 OS0046.in June 1991.
 OS0046
 OS0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0046.GEOID18 height accuracy estimate available here.
 OS0046
 OS0046.Click photographs - Photos may exist for this station.
 OS0046
 OS0046.The dynamic height is computed by dividing the NAVD 88
 OS0046.geopotential number by the normal gravity value computed on the
 OS0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0046.degrees latitude (g = 980.6199 gals.).
 OS0046
 OS0046.The modeled gravity was interpolated from observed gravity values.
 OS0046
 OS0046;                    North         East    Units  Estimated Accuracy
 OS0046;SPC SD S     -   125,840.      596,940.      MT  (+/- 180 meters Scaled)
 OS0046
 OS0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP890134(NAD 83)
 OS0046
 OS0046                          SUPERSEDED SURVEY CONTROL
 OS0046
 OS0046  NGVD 29 (??/??/92)  644.916  (m)         2115.86   (f) ADJ UNCH    2 0
 OS0046
 OS0046.Superseded values are not recommended for survey control.
 OS0046
 OS0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0046.See file dsdata.pdf to determine how the superseded data were derived.
 OS0046
 OS0046_MARKER: DB = BENCH MARK DISK
 OS0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0046_STAMPING: Q 137 1934
 OS0046_MARK LOGO: CGS
 OS0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0046+STABILITY: SURFACE MOTION
 OS0046
 OS0046  HISTORY     - Date     Condition        Report By
 OS0046  HISTORY     - 1934     MONUMENTED       CGS
 OS0046
 OS0046                          STATION DESCRIPTION
 OS0046
 OS0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0046'3.7 MI W FROM MOSHER.
 OS0046'LOCATED 3.7 MILES WEST OF STATION ALONG CHICAGO AND NORTH
 OS0046'WESTERN RWY.  AT MOSHER, 0.6 OF MILE WEST OF M.P. 202, 272 FEET
 OS0046'EAST OF INTERSECTION OF CENTERLINES OF TRACK AND A GRADED COUNTY
 OS0046'ROAD CROSSING, 29.5 FEET SOUTH OF SOUTH RAIL, 18 FEET NORTH OF
 OS0046'R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 OS0046'HIGH, STAMPED Q 137 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0342 ***********************************************************************
 OR0342  DESIGNATION -  Q 139
 OR0342  PID         -  OR0342
 OR0342  STATE/COUNTY-  SD/GREGORY
 OR0342  COUNTRY     -  US
 OR0342  USGS QUAD   -  BONESTEEL (2017)
 OR0342
 OR0342                         *CURRENT SURVEY CONTROL
 OR0342  ______________________________________________________________________
 OR0342* NAD 83(1986) POSITION- 43 04 46.     (N) 098 56 48.     (W)   SCALED
 OR0342* NAVD 88 ORTHO HEIGHT -   598.758 (meters)     1964.43  (feet) ADJUSTED
 OR0342  ______________________________________________________________________
 OR0342  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 OR0342  DYNAMIC HEIGHT  -        598.542 (meters)     1963.72  (feet) COMP
 OR0342  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 OR0342
 OR0342  VERT ORDER      -  FIRST     CLASS II
 OR0342
 OR0342.The horizontal coordinates were scaled from a map and have
 OR0342.an estimated accuracy of +/- 6 seconds.
 OR0342
 OR0342.The orthometric height was determined by differential leveling and
 OR0342.adjusted by the NATIONAL GEODETIC SURVEY
 OR0342.in June 1991.
 OR0342
 OR0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0342.GEOID18 height accuracy estimate available here.
 OR0342
 OR0342.Click photographs - Photos may exist for this station.
 OR0342
 OR0342.The dynamic height is computed by dividing the NAVD 88
 OR0342.geopotential number by the normal gravity value computed on the
 OR0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0342.degrees latitude (g = 980.6199 gals.).
 OR0342
 OR0342.The modeled gravity was interpolated from observed gravity values.
 OR0342
 OR0342;                    North         East    Units  Estimated Accuracy
 OR0342;SPC SD S     -    83,830.      712,910.      MT  (+/- 180 meters Scaled)
 OR0342
 OR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN043696(NAD 83)
 OR0342
 OR0342                          SUPERSEDED SURVEY CONTROL
 OR0342
 OR0342  NGVD 29 (??/??/92)  598.440  (m)         1963.38   (f) ADJ UNCH    1 2
 OR0342
 OR0342.Superseded values are not recommended for survey control.
 OR0342
 OR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0342.See file dsdata.pdf to determine how the superseded data were derived.
 OR0342
 OR0342_MARKER: DB = BENCH MARK DISK
 OR0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0342_STAMPING: Q 139 1934
 OR0342_MARK LOGO: CGS
 OR0342_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0342+STABILITY: SURFACE MOTION
 OR0342
 OR0342  HISTORY     - Date     Condition        Report By
 OR0342  HISTORY     - 1934     MONUMENTED       CGS
 OR0342  HISTORY     - 1940     GOOD             CGS
 OR0342  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0342  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0342
 OR0342                          STATION DESCRIPTION
 OR0342
 OR0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0342'AT BONESTEEL.
 OR0342'AT BONESTEEL, GREGORY COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OR0342'RAILWAY, 6.1 FEET WEST OF THE THIRD POLE EAST OF THE STATION,
 OR0342'40.1 FEET SOUTH OF THE SOUTH RAIL, AND 0.5 FOOT EAST OF A WHITE
 OR0342'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 139 1934 AND SET
 OR0342'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OR0342
 OR0342                          STATION RECOVERY (1940)
 OR0342
 OR0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0342'RECOVERED IN GOOD CONDITION.
 OR0342
 OR0342                          STATION RECOVERY (1993)
 OR0342
 OR0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0342'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0342
 OR0342                          STATION RECOVERY (2013)
 OR0342
 OR0342'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0453 ***********************************************************************
 OR0453  DESIGNATION -  Q 140
 OR0453  PID         -  OR0453
 OR0453  STATE/COUNTY-  SD/LYMAN
 OR0453  COUNTRY     -  US
 OR0453  USGS QUAD   -  OACOMA (2017)
 OR0453
 OR0453                         *CURRENT SURVEY CONTROL
 OR0453  ______________________________________________________________________
 OR0453* NAD 83(1986) POSITION- 43 45 25.07   (N) 099 26 40.99   (W)   HD_HELD1
 OR0453* NAVD 88 ORTHO HEIGHT -   490.786 (meters)     1610.19  (feet) ADJUSTED
 OR0453  ______________________________________________________________________
 OR0453  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 OR0453  DYNAMIC HEIGHT  -        490.646 (meters)     1609.73  (feet) COMP
 OR0453  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 OR0453
 OR0453  VERT ORDER      -  SECOND    CLASS 0
 OR0453
 OR0453.The horizontal coordinates were determined by differentially corrected
 OR0453.hand held GPS observations or other comparable positioning techniques
 OR0453.and have an estimated accuracy of +/- 3 meters.
 OR0453
 OR0453.The orthometric height was determined by differential leveling and
 OR0453.adjusted by the NATIONAL GEODETIC SURVEY
 OR0453.in June 1991.
 OR0453
 OR0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0453.GEOID18 height accuracy estimate available here.
 OR0453
 OR0453.Click photographs - Photos may exist for this station.
 OR0453
 OR0453.The dynamic height is computed by dividing the NAVD 88
 OR0453.geopotential number by the normal gravity value computed on the
 OR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0453.degrees latitude (g = 980.6199 gals.).
 OR0453
 OR0453.The modeled gravity was interpolated from observed gravity values.
 OR0453
 OR0453;                    North         East    Units  Estimated Accuracy
 OR0453;SPC SD S     -   158,536.2     671,554.8     MT  (+/- 3 meters HH1 GPS) 
 OR0453
 OR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6419944976(NAD 83)
 OR0453
 OR0453                          SUPERSEDED SURVEY CONTROL
 OR0453
 OR0453  NGVD 29 (??/??/92)  490.452  (m)         1609.09   (f) ADJ UNCH    2 0
 OR0453
 OR0453.Superseded values are not recommended for survey control.
 OR0453
 OR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0453.See file dsdata.pdf to determine how the superseded data were derived.
 OR0453
 OR0453_MARKER: DB = BENCH MARK DISK
 OR0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0453_STAMPING: Q 140 1934
 OR0453_MARK LOGO: CGS
 OR0453_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0453+STABILITY: SURFACE MOTION
 OR0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0453+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 OR0453
 OR0453  HISTORY     - Date     Condition        Report By
 OR0453  HISTORY     - 1934     MONUMENTED       CGS
 OR0453  HISTORY     - 1945     GOOD             CGS
 OR0453  HISTORY     - 1984     GOOD             NGS
 OR0453  HISTORY     - 20050713 GOOD             GEOCAC
 OR0453
 OR0453                          STATION DESCRIPTION
 OR0453
 OR0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0453'0.8 MI W FROM OACOMA.
 OR0453'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0453'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0453'AT OACOMA, LYMAN COUNTY, 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0453'47, AT THE TOP OF A HILL, 150 FEET EAST OF THE CENTERLINE OF THE
 OR0453'HIGHWAY, 54 FEET SOUTH OF A WIRE GATE, 4.3 FEET WEST OF A FENCE,
 OR0453'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 10 FEET HIGHER THAN
 OR0453'THE HIGHWAY.  A STANDARD DISK, STAMPED Q 140 1934 AND SET IN THE
 OR0453'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0453
 OR0453                          STATION RECOVERY (1984)
 OR0453
 OR0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0453'0.15 KM (0.1 MI) NORTH ALONG ASPHALT ROAD, FRO EXIT 260 ON INTERSTATE
 OR0453'90 IN OACONA , THENCE WEST 1.5 KM (0.95 MI), THENCE SOUTH AND WEST
 OR0453'2.7 KM (1.7 MI) TO A FORK, THENCE RIGHT, UPHILL, 3.0 KM (1.9 MI) TO
 OR0453'ROAD RIGHT, THENCE STRAIGHT AHEAD, SOUTH, 3.2 KM (2 MI) TO TOP OF A
 OR0453'HILL AND MARK, 45.7 M (150 FT) EAST OF CENTER OF ROAD, 16.3 M (53.5
 OR0453'FT) SOUTH OF SOUTH POST OF A WIRE GATE, 0.6 M (2 FT) WEST OF A FENCE
 OR0453'AND 0.35 M (1.2 FT) SOUTH OF A WITNESS POST.
 OR0453
 OR0453                          STATION RECOVERY (2005)
 OR0453
 OR0453'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR0453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0098 ***********************************************************************
 OR0098  DESIGNATION -  Q 142
 OR0098  PID         -  OR0098
 OR0098  STATE/COUNTY-  SD/CHARLES MIX
 OR0098  COUNTRY     -  US
 OR0098  USGS QUAD   -  RAVINIA (2017)
 OR0098
 OR0098                         *CURRENT SURVEY CONTROL
 OR0098  ______________________________________________________________________
 OR0098* NAD 83(1986) POSITION- 43 08 16.     (N) 098 26 11.     (W)   SCALED
 OR0098* NAVD 88 ORTHO HEIGHT -   459.199 (meters)     1506.56  (feet) ADJUSTED
 OR0098  ______________________________________________________________________
 OR0098  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 OR0098  DYNAMIC HEIGHT  -        459.046 (meters)     1506.05  (feet) COMP
 OR0098  MODELED GRAVITY -    980,275.3   (mgal)                       NAVD 88
 OR0098
 OR0098  VERT ORDER      -  SECOND    CLASS 0
 OR0098
 OR0098.The horizontal coordinates were scaled from a map and have
 OR0098.an estimated accuracy of +/- 6 seconds.
 OR0098
 OR0098.The orthometric height was determined by differential leveling and
 OR0098.adjusted by the NATIONAL GEODETIC SURVEY
 OR0098.in June 1991.
 OR0098
 OR0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0098.GEOID18 height accuracy estimate available here.
 OR0098
 OR0098.Click photographs - Photos may exist for this station.
 OR0098
 OR0098.The dynamic height is computed by dividing the NAVD 88
 OR0098.geopotential number by the normal gravity value computed on the
 OR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0098.degrees latitude (g = 980.6199 gals.).
 OR0098
 OR0098.The modeled gravity was interpolated from observed gravity values.
 OR0098
 OR0098;                    North         East    Units  Estimated Accuracy
 OR0098;SPC SD S     -    91,130.      754,310.      MT  (+/- 180 meters Scaled)
 OR0098
 OR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN458762(NAD 83)
 OR0098
 OR0098                          SUPERSEDED SURVEY CONTROL
 OR0098
 OR0098  NGVD 29 (??/??/92)  458.896  (m)         1505.56   (f) ADJ UNCH    2 0
 OR0098
 OR0098.Superseded values are not recommended for survey control.
 OR0098
 OR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0098.See file dsdata.pdf to determine how the superseded data were derived.
 OR0098
 OR0098_MARKER: DB = BENCH MARK DISK
 OR0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0098_STAMPING: Q 142 1934
 OR0098_MARK LOGO: CGS
 OR0098_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0098+STABILITY: SURFACE MOTION
 OR0098
 OR0098  HISTORY     - Date     Condition        Report By
 OR0098  HISTORY     - 1934     MONUMENTED       CGS
 OR0098  HISTORY     - 1940     GOOD             CGS
 OR0098
 OR0098                          STATION DESCRIPTION
 OR0098
 OR0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0098'0.4 MI NW FROM RAVINIA.
 OR0098'0.4 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0098'PACIFIC RAILROAD FROM THE STATION AT RAVINIA, CHARLES MIX COUNTY,
 OR0098'AT A PRIVATE-ROAD CROSSING, 44 FEET SOUTHWEST OF THE SOUTHWEST
 OR0098'RAIL, 17 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, AND
 OR0098'0.5 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 OR0098'STAMPED Q 142 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0098'3 INCHES ABOVE GROUND.
 OR0098
 OR0098                          STATION RECOVERY (1940)
 OR0098
 OR0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0059 ***********************************************************************
 OR0059  DESIGNATION -  Q 144
 OR0059  PID         -  OR0059
 OR0059  STATE/COUNTY-  SD/AURORA
 OR0059  COUNTRY     -  US
 OR0059  USGS QUAD   -  PLANKINTON (2017)
 OR0059
 OR0059                         *CURRENT SURVEY CONTROL
 OR0059  ______________________________________________________________________
 OR0059* NAD 83(1986) POSITION- 43 42 06.     (N) 098 26 39.     (W)   SCALED
 OR0059* NAVD 88 ORTHO HEIGHT -   458.298 (meters)     1503.60  (feet) ADJUSTED
 OR0059  ______________________________________________________________________
 OR0059  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 OR0059  DYNAMIC HEIGHT  -        458.184 (meters)     1503.23  (feet) COMP
 OR0059  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 OR0059
 OR0059  VERT ORDER      -  SECOND    CLASS 0
 OR0059
 OR0059.The horizontal coordinates were scaled from a map and have
 OR0059.an estimated accuracy of +/- 6 seconds.
 OR0059
 OR0059.The orthometric height was determined by differential leveling and
 OR0059.adjusted by the NATIONAL GEODETIC SURVEY
 OR0059.in June 1991.
 OR0059
 OR0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0059.GEOID18 height accuracy estimate available here.
 OR0059
 OR0059.Click photographs - Photos may exist for this station.
 OR0059
 OR0059.The dynamic height is computed by dividing the NAVD 88
 OR0059.geopotential number by the normal gravity value computed on the
 OR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0059.degrees latitude (g = 980.6199 gals.).
 OR0059
 OR0059.The modeled gravity was interpolated from observed gravity values.
 OR0059
 OR0059;                    North         East    Units  Estimated Accuracy
 OR0059;SPC SD S     -   153,740.      752,250.      MT  (+/- 180 meters Scaled)
 OR0059
 OR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP447388(NAD 83)
 OR0059
 OR0059                          SUPERSEDED SURVEY CONTROL
 OR0059
 OR0059  NGVD 29 (??/??/92)  457.980  (m)         1502.56   (f) ADJ UNCH    2 0
 OR0059
 OR0059.Superseded values are not recommended for survey control.
 OR0059
 OR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0059.See file dsdata.pdf to determine how the superseded data were derived.
 OR0059
 OR0059_MARKER: DB = BENCH MARK DISK
 OR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0059_STAMPING: Q 144 1934
 OR0059_MARK LOGO: CGS
 OR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0059+STABILITY: SURFACE MOTION
 OR0059
 OR0059  HISTORY     - Date     Condition        Report By
 OR0059  HISTORY     - 1934     MONUMENTED       CGS
 OR0059  HISTORY     - 1964     MARK NOT FOUND   CGS
 OR0059
 OR0059                          STATION DESCRIPTION
 OR0059
 OR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0059'3.2 MI SE FROM PLANKINTON.
 OR0059'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE COUNTY
 OR0059'COURTHOUSE AT PLANKINTON, AURORA COUNTY, ABOUT 0.8 MILE SOUTH
 OR0059'OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0059'RAILROAD, 35 FEET NORTH OF THE CENTER LINE OF A SECTION ROAD,
 OR0059'20.6 FEET NORTH OF THE NORTHEAST CORNER OF A 16-INCH
 OR0059'CORRUGATED-IRON CULVERT, 48 FEET EAST OF THE CENTER LINE OF THE
 OR0059'HIGHWAY, AND 4.5 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE.  A
 OR0059'STANDARD DISK, STAMPED Q 144 1934 AND SET IN THE TOP OF A
 OR0059'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OR0059
 OR0059                          STATION RECOVERY (1964)
 OR0059
 OR0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 OR0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0472 ***********************************************************************
 OQ0472  DESIGNATION -  Q 145
 OQ0472  PID         -  OQ0472
 OQ0472  STATE/COUNTY-  SD/BON HOMME
 OQ0472  COUNTRY     -  US
 OQ0472  USGS QUAD   -  SCOTLAND (2017)
 OQ0472
 OQ0472                         *CURRENT SURVEY CONTROL
 OQ0472  ______________________________________________________________________
 OQ0472* NAD 83(1986) POSITION- 43 08 51.80   (N) 097 43 26.62   (W)   HD_HELD1
 OQ0472* NAVD 88 ORTHO HEIGHT -   411.147 (meters)     1348.90  (feet) ADJUSTED
 OQ0472  ______________________________________________________________________
 OQ0472  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 OQ0472  DYNAMIC HEIGHT  -        411.027 (meters)     1348.51  (feet) COMP
 OQ0472  MODELED GRAVITY -    980,316.1   (mgal)                       NAVD 88
 OQ0472
 OQ0472  VERT ORDER      -  SECOND    CLASS 0
 OQ0472
 OQ0472.The horizontal coordinates were determined by differentially corrected
 OQ0472.hand held GPS observations or other comparable positioning techniques
 OQ0472.and have an estimated accuracy of +/- 3 meters.
 OQ0472
 OQ0472.The orthometric height was determined by differential leveling and
 OQ0472.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0472.in June 1991.
 OQ0472
 OQ0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0472.GEOID18 height accuracy estimate available here.
 OQ0472
 OQ0472.Click photographs - Photos may exist for this station.
 OQ0472
 OQ0472.The dynamic height is computed by dividing the NAVD 88
 OQ0472.geopotential number by the normal gravity value computed on the
 OQ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0472.degrees latitude (g = 980.6199 gals.).
 OQ0472
 OQ0472.The modeled gravity was interpolated from observed gravity values.
 OQ0472
 OQ0472;                    North         East    Units  Estimated Accuracy
 OQ0472;SPC SD S     -    93,805.0     812,204.6     MT  (+/- 3 meters HH1 GPS) 
 OQ0472
 OQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0375078009(NAD 83)
 OQ0472
 OQ0472                          SUPERSEDED SURVEY CONTROL
 OQ0472
 OQ0472  NGVD 29 (??/??/92)  410.898  (m)         1348.09   (f) ADJ UNCH    2 0
 OQ0472
 OQ0472.Superseded values are not recommended for survey control.
 OQ0472
 OQ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0472.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0472
 OQ0472_MARKER: DB = BENCH MARK DISK
 OQ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0472_STAMPING: Q 145 1934
 OQ0472_MARK LOGO: CGS
 OQ0472_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0472+STABILITY: SURFACE MOTION
 OQ0472
 OQ0472  HISTORY     - Date     Condition        Report By
 OQ0472  HISTORY     - 1934     MONUMENTED       CGS
 OQ0472  HISTORY     - 1940     GOOD             CGS
 OQ0472
 OQ0472                          STATION DESCRIPTION
 OQ0472
 OQ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0472'AT SCOTLAND.
 OQ0472'AT SCOTLAND, BON HOMME COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 OQ0472'PAUL AND PACIFIC RAILROAD, ONE BLOCK SOUTHWEST OF THE STATION,
 OQ0472'AT A STREET CROSSING, 75 FEET NORTH OF THE CENTER LINE OF THE
 OQ0472'STREET, 38.2 FEET EAST OF THE EAST RAIL, AND 0.5 FOOT NORTH
 OQ0472'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q
 OQ0472'145 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 OQ0472'INCH ABOVE GROUND.
 OQ0472
 OQ0472                          STATION RECOVERY (1940)
 OQ0472
 OQ0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OQ0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0455 ***********************************************************************
 OQ0455  DESIGNATION -  Q 146
 OQ0455  PID         -  OQ0455
 OQ0455  STATE/COUNTY-  SD/HUTCHINSON
 OQ0455  COUNTRY     -  US
 OQ0455  USGS QUAD   -  PARKSTON (2017)
 OQ0455
 OQ0455                         *CURRENT SURVEY CONTROL
 OQ0455  ______________________________________________________________________
 OQ0455* NAD 83(1986) POSITION- 43 23 02.     (N) 097 59 01.     (W)   SCALED
 OQ0455* NAVD 88 ORTHO HEIGHT -   428.497 (meters)     1405.83  (feet) ADJUSTED
 OQ0455  ______________________________________________________________________
 OQ0455  GEOID HEIGHT    -        -26.607 (meters)                     GEOID18
 OQ0455  DYNAMIC HEIGHT  -        428.367 (meters)     1405.40  (feet) COMP
 OQ0455  MODELED GRAVITY -    980,304.5   (mgal)                       NAVD 88
 OQ0455
 OQ0455  VERT ORDER      -  SECOND    CLASS 0
 OQ0455
 OQ0455.The horizontal coordinates were scaled from a map and have
 OQ0455.an estimated accuracy of +/- 6 seconds.
 OQ0455
 OQ0455.The orthometric height was determined by differential leveling and
 OQ0455.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0455.in June 1991.
 OQ0455
 OQ0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0455.GEOID18 height accuracy estimate available here.
 OQ0455
 OQ0455.Click photographs - Photos may exist for this station.
 OQ0455
 OQ0455.The dynamic height is computed by dividing the NAVD 88
 OQ0455.geopotential number by the normal gravity value computed on the
 OQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0455.degrees latitude (g = 980.6199 gals.).
 OQ0455
 OQ0455.The modeled gravity was interpolated from observed gravity values.
 OQ0455
 OQ0455;                    North         East    Units  Estimated Accuracy
 OQ0455;SPC SD S     -   119,400.      790,360.      MT  (+/- 180 meters Scaled)
 OQ0455
 OQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP823039(NAD 83)
 OQ0455
 OQ0455                          SUPERSEDED SURVEY CONTROL
 OQ0455
 OQ0455  NGVD 29 (??/??/92)  428.194  (m)         1404.83   (f) ADJ UNCH    2 0
 OQ0455
 OQ0455.Superseded values are not recommended for survey control.
 OQ0455
 OQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0455.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0455
 OQ0455_MARKER: DB = BENCH MARK DISK
 OQ0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0455_STAMPING: Q 146 1934
 OQ0455_MARK LOGO: CGS
 OQ0455_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0455+STABILITY: SURFACE MOTION
 OQ0455
 OQ0455  HISTORY     - Date     Condition        Report By
 OQ0455  HISTORY     - 1934     MONUMENTED       CGS
 OQ0455
 OQ0455                          STATION DESCRIPTION
 OQ0455
 OQ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0455'0.8 MI S FROM PARKSTON.
 OQ0455'0.8 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0455'PACIFIC RAILROAD FROM THE STATION AT PARKSTON, HUTCHINSON
 OQ0455'COUNTY, AT A SECTION-ROAD CROSSING, 43 FEET SOUTH OF THE CENTER
 OQ0455'LINE OF THE ROAD, 43 FEET WEST OF THE WEST RAIL, AND 3 FEET EAST
 OQ0455'OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED Q 146
 OQ0455'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 OQ0455'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0382 ***********************************************************************
 OQ0382  DESIGNATION -  Q 147
 OQ0382  PID         -  OQ0382
 OQ0382  STATE/COUNTY-  SD/MCCOOK
 OQ0382  COUNTRY     -  US
 OQ0382  USGS QUAD   -  EAST VERMILLION LAKE (2017)
 OQ0382
 OQ0382                         *CURRENT SURVEY CONTROL
 OQ0382  ______________________________________________________________________
 OQ0382* NAD 83(1986) POSITION- 43 30 23.     (N) 097 13 44.     (W)   SCALED
 OQ0382* NAVD 88 ORTHO HEIGHT -   462.730 (meters)     1518.14  (feet) ADJUSTED
 OQ0382  ______________________________________________________________________
 OQ0382  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 OQ0382  DYNAMIC HEIGHT  -        462.605 (meters)     1517.73  (feet) COMP
 OQ0382  MODELED GRAVITY -    980,335.0   (mgal)                       NAVD 88
 OQ0382
 OQ0382  VERT ORDER      -  SECOND    CLASS 0
 OQ0382
 OQ0382.The horizontal coordinates were scaled from a map and have
 OQ0382.an estimated accuracy of +/- 6 seconds.
 OQ0382
 OQ0382.The orthometric height was determined by differential leveling and
 OQ0382.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0382.in June 1991.
 OQ0382
 OQ0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0382.GEOID18 height accuracy estimate available here.
 OQ0382
 OQ0382.Click photographs - Photos may exist for this station.
 OQ0382
 OQ0382.The dynamic height is computed by dividing the NAVD 88
 OQ0382.geopotential number by the normal gravity value computed on the
 OQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0382.degrees latitude (g = 980.6199 gals.).
 OQ0382
 OQ0382.The modeled gravity was interpolated from observed gravity values.
 OQ0382
 OQ0382;                    North         East    Units  Estimated Accuracy
 OQ0382;SPC SD S     -   135,010.      850,970.      MT  (+/- 180 meters Scaled)
 OQ0382
 OQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP431185(NAD 83)
 OQ0382
 OQ0382                          SUPERSEDED SURVEY CONTROL
 OQ0382
 OQ0382  NGVD 29 (??/??/92)  462.453  (m)         1517.23   (f) ADJ UNCH    2 0
 OQ0382
 OQ0382.Superseded values are not recommended for survey control.
 OQ0382
 OQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0382.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0382
 OQ0382_MARKER: DB = BENCH MARK DISK
 OQ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0382_STAMPING: Q 147 1934
 OQ0382_MARK LOGO: CGS
 OQ0382_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0382+STABILITY: SURFACE MOTION
 OQ0382
 OQ0382  HISTORY     - Date     Condition        Report By
 OQ0382  HISTORY     - 1934     MONUMENTED       CGS
 OQ0382  HISTORY     - 1964     MARK NOT FOUND   USGS
 OQ0382
 OQ0382                          STATION DESCRIPTION
 OQ0382
 OQ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0382'1.6 MI NW FROM MONROE.
 OQ0382'IN MC COOK COUNTY, 1.6 MILES NORTHWEST ALONG THE CHICAGO AND
 OQ0382'NORTH WESTERN RAILWAY FROM THE STATION AT MONROE, TURNER COUNTY,
 OQ0382'9 POLES SOUTHEAST OF MILEPOST 59, 135 YARDS SOUTHEAST OF CULVERT
 OQ0382'2719, 51 FEET SOUTHEAST OF THE CENTER OF A COUNTY HIGHWAY CROSSING,
 OQ0382'AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OQ0382'DISK, STAMPED Q 147 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0382'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- CHANGE IN ELEVATION
 OQ0382'WOULD INDICATE AREA HAS BEEN BUILT UP ALONG RR.
 OQ0382
 OQ0382                          STATION RECOVERY (1964)
 OQ0382
 OQ0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OQ0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0201 ***********************************************************************
 OQ0201  DESIGNATION -  Q 148
 OQ0201  PID         -  OQ0201
 OQ0201  STATE/COUNTY-  SD/UNION
 OQ0201  COUNTRY     -  US
 OQ0201  USGS QUAD   -  BERESFORD (2017)
 OQ0201
 OQ0201                         *CURRENT SURVEY CONTROL
 OQ0201  ______________________________________________________________________
 OQ0201* NAD 83(1986) POSITION- 43 04 45.     (N) 096 46 32.     (W)   SCALED
 OQ0201* NAVD 88 ORTHO HEIGHT -   456.807 (meters)     1498.71  (feet) ADJUSTED
 OQ0201  ______________________________________________________________________
 OQ0201  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 OQ0201  DYNAMIC HEIGHT  -        456.672 (meters)     1498.26  (feet) COMP
 OQ0201  MODELED GRAVITY -    980,311.4   (mgal)                       NAVD 88
 OQ0201
 OQ0201  VERT ORDER      -  SECOND    CLASS 0
 OQ0201
 OQ0201.The horizontal coordinates were scaled from a map and have
 OQ0201.an estimated accuracy of +/- 6 seconds.
 OQ0201
 OQ0201.The orthometric height was determined by differential leveling and
 OQ0201.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0201.in June 1991.
 OQ0201
 OQ0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0201.GEOID18 height accuracy estimate available here.
 OQ0201
 OQ0201.Click photographs - Photos may exist for this station.
 OQ0201
 OQ0201.The dynamic height is computed by dividing the NAVD 88
 OQ0201.geopotential number by the normal gravity value computed on the
 OQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0201.degrees latitude (g = 980.6199 gals.).
 OQ0201
 OQ0201.The modeled gravity was interpolated from observed gravity values.
 OQ0201
 OQ0201;                    North         East    Units  Estimated Accuracy
 OQ0201;SPC SD S     -    89,060.      889,630.      MT  (+/- 180 meters Scaled)
 OQ0201
 OQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN810720(NAD 83)
 OQ0201
 OQ0201                          SUPERSEDED SURVEY CONTROL
 OQ0201
 OQ0201  NGVD 29 (??/??/92)  456.566  (m)         1497.92   (f) ADJ UNCH    2 0
 OQ0201
 OQ0201.Superseded values are not recommended for survey control.
 OQ0201
 OQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0201.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0201
 OQ0201_MARKER: DB = BENCH MARK DISK
 OQ0201_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0201_STAMPING: Q 148 1934
 OQ0201_MARK LOGO: CGS
 OQ0201_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0201
 OQ0201  HISTORY     - Date     Condition        Report By
 OQ0201  HISTORY     - 1934     MONUMENTED       CGS
 OQ0201  HISTORY     - 1966     GOOD             CGS
 OQ0201  HISTORY     - 19900507 MARK NOT FOUND   NGS
 OQ0201
 OQ0201                          STATION DESCRIPTION
 OQ0201
 OQ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0201'AT BERESFORD.
 OQ0201'AT BERESFORD, UNION COUNTY, AT THE GRADE SCHOOL, IN THE NORTHEAST
 OQ0201'CORNER OF THE SCHOOL GROUNDS, 111.5 FEET NORTHEAST OF THE NORTHEAST
 OQ0201'CORNER OF THE SCHOOL BUILDING, 40.5 FEET WEST OF THE CENTERLINE OF
 OQ0201'A NORTH AND SOUTH STREET, AND 13.5 FEET SOUTHWEST OF THE CENTER OF
 OQ0201'A SIDEWALK INTERSECTION.  A STANDARD DISK, STAMPED Q 148 1934 AND
 OQ0201'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 OQ0201
 OQ0201                          STATION RECOVERY (1966)
 OQ0201
 OQ0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OQ0201'RECOVERED IN GOOD CONDITION.
 OQ0201
 OQ0201                          STATION RECOVERY (1990)
 OQ0201
 OQ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0201'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0966 ***********************************************************************
 NM0966  DESIGNATION -  Q 150
 NM0966  PID         -  NM0966
 NM0966  STATE/COUNTY-  SD/YANKTON
 NM0966  COUNTRY     -  US
 NM0966  USGS QUAD   -  MISSION HILL (2017)
 NM0966
 NM0966                         *CURRENT SURVEY CONTROL
 NM0966  ______________________________________________________________________
 NM0966* NAD 83(1986) POSITION- 42 53 14.     (N) 097 21 17.     (W)   SCALED
 NM0966* NAVD 88 ORTHO HEIGHT -   358.564 (meters)     1176.39  (feet) ADJUSTED
 NM0966  ______________________________________________________________________
 NM0966  GEOID HEIGHT    -        -25.609 (meters)                     GEOID18
 NM0966  DYNAMIC HEIGHT  -        358.462 (meters)     1176.05  (feet) COMP
 NM0966  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM0966
 NM0966  VERT ORDER      -  SECOND    CLASS 0
 NM0966
 NM0966.The horizontal coordinates were scaled from a map and have
 NM0966.an estimated accuracy of +/- 6 seconds.
 NM0966
 NM0966.The orthometric height was determined by differential leveling and
 NM0966.adjusted by the NATIONAL GEODETIC SURVEY
 NM0966.in June 1991.
 NM0966
 NM0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0966.GEOID18 height accuracy estimate available here.
 NM0966
 NM0966.Click photographs - Photos may exist for this station.
 NM0966
 NM0966.The dynamic height is computed by dividing the NAVD 88
 NM0966.geopotential number by the normal gravity value computed on the
 NM0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0966.degrees latitude (g = 980.6199 gals.).
 NM0966
 NM0966.The modeled gravity was interpolated from observed gravity values.
 NM0966
 NM0966;                    North         East    Units  Estimated Accuracy
 NM0966;SPC SD S     -    65,900.      843,270.      MT  (+/- 180 meters Scaled)
 NM0966
 NM0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN343496(NAD 83)
 NM0966
 NM0966                          SUPERSEDED SURVEY CONTROL
 NM0966
 NM0966  NGVD 29 (??/??/92)  358.368  (m)         1175.75   (f) ADJ UNCH    2 0
 NM0966
 NM0966.Superseded values are not recommended for survey control.
 NM0966
 NM0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0966.See file dsdata.pdf to determine how the superseded data were derived.
 NM0966
 NM0966_MARKER: DB = BENCH MARK DISK
 NM0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0966_STAMPING: Q 150 1934
 NM0966_MARK LOGO: CGS
 NM0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0966+STABILITY: SURFACE MOTION
 NM0966
 NM0966  HISTORY     - Date     Condition        Report By
 NM0966  HISTORY     - 1934     MONUMENTED       CGS
 NM0966  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0966
 NM0966                          STATION DESCRIPTION
 NM0966
 NM0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0966'2.3 MI NE FROM YANKTON.
 NM0966'2.3 MILES NORTHEAST OF STATION AT YANKTON, 0.2 OF MILE SOUTHWEST
 NM0966'OF M.P. 206, 210 FEET NORTHEAST OF CENTERLINE INTERSECTION OF
 NM0966'GRADED CROSS ROAD AND TRACK, 59.5 FEET SOUTHEAST OF SOUTHEAST
 NM0966'RAIL, 10 FEET SOUTHWEST OF A TELEGRAPH POLE AND IN LINE WITH
 NM0966'POLES.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NM0966
 NM0966                          STATION RECOVERY (1993)
 NM0966
 NM0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0966'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0957 ***********************************************************************
 NM0957  DESIGNATION -  Q 151
 NM0957  PID         -  NM0957
 NM0957  STATE/COUNTY-  SD/CLAY
 NM0957  COUNTRY     -  US
 NM0957  USGS QUAD   -  MECKLING (2017)
 NM0957
 NM0957                         *CURRENT SURVEY CONTROL
 NM0957  ______________________________________________________________________
 NM0957* NAD 83(1986) POSITION- 42 51 05.     (N) 097 05 18.     (W)   SCALED
 NM0957* NAVD 88 ORTHO HEIGHT -   352.008 (meters)     1154.88  (feet) ADJUSTED
 NM0957  ______________________________________________________________________
 NM0957  GEOID HEIGHT    -        -25.587 (meters)                     GEOID18
 NM0957  DYNAMIC HEIGHT  -        351.907 (meters)     1154.55  (feet) COMP
 NM0957  MODELED GRAVITY -    980,323.4   (mgal)                       NAVD 88
 NM0957
 NM0957  VERT ORDER      -  SECOND    CLASS 0
 NM0957
 NM0957.The horizontal coordinates were scaled from a map and have
 NM0957.an estimated accuracy of +/- 6 seconds.
 NM0957
 NM0957.The orthometric height was determined by differential leveling and
 NM0957.adjusted by the NATIONAL GEODETIC SURVEY
 NM0957.in June 1991.
 NM0957
 NM0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0957.GEOID18 height accuracy estimate available here.
 NM0957
 NM0957.Click photographs - Photos may exist for this station.
 NM0957
 NM0957.The dynamic height is computed by dividing the NAVD 88
 NM0957.geopotential number by the normal gravity value computed on the
 NM0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0957.degrees latitude (g = 980.6199 gals.).
 NM0957
 NM0957.The modeled gravity was interpolated from observed gravity values.
 NM0957
 NM0957;                    North         East    Units  Estimated Accuracy
 NM0957;SPC SD S     -    62,730.      865,170.      MT  (+/- 180 meters Scaled)
 NM0957
 NM0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN561460(NAD 83)
 NM0957
 NM0957                          SUPERSEDED SURVEY CONTROL
 NM0957
 NM0957  NGVD 29 (??/??/92)  351.798  (m)         1154.19   (f) ADJ UNCH    2 0
 NM0957
 NM0957.Superseded values are not recommended for survey control.
 NM0957
 NM0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0957.See file dsdata.pdf to determine how the superseded data were derived.
 NM0957
 NM0957_MARKER: DB = BENCH MARK DISK
 NM0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0957_STAMPING: Q 151 1934
 NM0957_MARK LOGO: CGS
 NM0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0957+STABILITY: SURFACE MOTION
 NM0957
 NM0957  HISTORY     - Date     Condition        Report By
 NM0957  HISTORY     - 1934     MONUMENTED       CGS
 NM0957  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM0957
 NM0957                          STATION DESCRIPTION
 NM0957
 NM0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0957'1.2 MI NW FROM MECKLING.
 NM0957'Q-151 IS LOCATED 1.15 MILES NORTHWEST OF STATION ALONG C.M. ST.
 NM0957'P. AND P.R.R. AT MECKLING, 5.3 MILES SOUTHEAST OF STATION AT
 NM0957'GAYVILLE, 55 FEET NORTH OF M.P. 135, 46.9 FEET NORTHEAST OF
 NM0957'NORTHEAST RAIL, 42 FEET NORTH OF SECTION ROAD, 32 FEET NORTHWEST
 NM0957'OF FENCE CORNER, 1.5 FEET SOUTHWEST OF R/W FENCE.  STANDARD
 NM0957'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NM0957
 NM0957                          STATION RECOVERY (1967)
 NM0957
 NM0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0957'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0335 ***********************************************************************
 QR0335  DESIGNATION -  Q 17
 QR0335  PID         -  QR0335
 QR0335  STATE/COUNTY-  SD/MCPHERSON
 QR0335  COUNTRY     -  US
 QR0335  USGS QUAD   -  HILLSVIEW SE (2017)
 QR0335
 QR0335                         *CURRENT SURVEY CONTROL
 QR0335  ______________________________________________________________________
 QR0335* NAD 83(1986) POSITION- 45 37 25.     (N) 099 30 55.     (W)   SCALED
 QR0335* NAVD 88 ORTHO HEIGHT -   572.807 (meters)     1879.28  (feet) ADJUSTED
 QR0335  ______________________________________________________________________
 QR0335  GEOID HEIGHT    -        -22.844 (meters)                     GEOID18
 QR0335  DYNAMIC HEIGHT  -        572.756 (meters)     1879.12  (feet) COMP
 QR0335  MODELED GRAVITY -    980,508.5   (mgal)                       NAVD 88
 QR0335
 QR0335  VERT ORDER      -  FIRST     CLASS II
 QR0335
 QR0335.The horizontal coordinates were scaled from a map and have
 QR0335.an estimated accuracy of +/- 6 seconds.
 QR0335
 QR0335.The orthometric height was determined by differential leveling and
 QR0335.adjusted by the NATIONAL GEODETIC SURVEY
 QR0335.in June 1991.
 QR0335
 QR0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0335.GEOID18 height accuracy estimate available here.
 QR0335
 QR0335.Click photographs - Photos may exist for this station.
 QR0335
 QR0335.The dynamic height is computed by dividing the NAVD 88
 QR0335.geopotential number by the normal gravity value computed on the
 QR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0335.degrees latitude (g = 980.6199 gals.).
 QR0335
 QR0335.The modeled gravity was interpolated from observed gravity values.
 QR0335
 QR0335;                    North         East    Units  Estimated Accuracy
 QR0335;SPC SD N     -   199,060.      637,800.      MT  (+/- 180 meters Scaled)
 QR0335
 QR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR598523(NAD 83)
 QR0335
 QR0335                          SUPERSEDED SURVEY CONTROL
 QR0335
 QR0335  NGVD 29 (??/??/92)  572.412  (m)         1877.99   (f) ADJ UNCH    1 2
 QR0335
 QR0335.Superseded values are not recommended for survey control.
 QR0335
 QR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0335.See file dsdata.pdf to determine how the superseded data were derived.
 QR0335
 QR0335_MARKER: DB = BENCH MARK DISK
 QR0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0335_STAMPING: 1877.988 Q 17 1927
 QR0335_MARK LOGO: CGS
 QR0335_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0335+STABILITY: SURFACE MOTION
 QR0335
 QR0335  HISTORY     - Date     Condition        Report By
 QR0335  HISTORY     - 1927     MONUMENTED       CGS
 QR0335  HISTORY     - 1934     GOOD             CGS
 QR0335
 QR0335                          STATION DESCRIPTION
 QR0335
 QR0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0335'4 MI NW FROM HOSMER.
 QR0335'IN MC PHERSON COUNTY, 4 MILES NORTHWEST ALONG THE CHICAGO,
 QR0335'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM HOSMER, EDMUNDS
 QR0335'COUNTY, 700 FEET NORTHWEST OF A ROAD CROSSING, 50 FEET SOUTHEAST
 QR0335'OF A SNOWSHED, 35.5 FEET WEST OF THE CENTER LINE OF THE TRACK,
 QR0335'19 FEET SOUTH OF THE FOURTH POLE NORTH OF THE CROSSING, 1 FOOT
 QR0335'EAST OF THE ROW OF POLES, AND ABOUT 2 FEET HIGHER THAN THE
 QR0335'RAIL.  A STANDARD DISK, STAMPED 1877.988 Q 17 1927 AND SET IN
 QR0335'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QR0335
 QR0335                          STATION RECOVERY (1934)
 QR0335
 QR0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2068 ***********************************************************************
 PU2068  DESIGNATION -  Q 176
 PU2068  PID         -  PU2068
 PU2068  STATE/COUNTY-  SD/BUTTE
 PU2068  COUNTRY     -  US
 PU2068  USGS QUAD   -  JOLLY (2017)
 PU2068
 PU2068                         *CURRENT SURVEY CONTROL
 PU2068  ______________________________________________________________________
 PU2068* NAD 83(1986) POSITION- 44 37 07.     (N) 103 51 36.     (W)   SCALED
 PU2068* NAVD 88 ORTHO HEIGHT -  1001.430 (meters)     3285.52  (feet) ADJUSTED
 PU2068  ______________________________________________________________________
 PU2068  GEOID HEIGHT    -        -15.156 (meters)                     GEOID18
 PU2068  DYNAMIC HEIGHT  -       1001.132 (meters)     3284.55  (feet) COMP
 PU2068  MODELED GRAVITY -    980,286.1   (mgal)                       NAVD 88
 PU2068
 PU2068  VERT ORDER      -  FIRST     CLASS II
 PU2068
 PU2068.The horizontal coordinates were scaled from a map and have
 PU2068.an estimated accuracy of +/- 6 seconds.
 PU2068
 PU2068.The orthometric height was determined by differential leveling and
 PU2068.adjusted by the NATIONAL GEODETIC SURVEY
 PU2068.in July 1998.
 PU2068
 PU2068.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2068.GEOID18 height accuracy estimate available here.
 PU2068
 PU2068.Click photographs - Photos may exist for this station.
 PU2068
 PU2068.The dynamic height is computed by dividing the NAVD 88
 PU2068.geopotential number by the normal gravity value computed on the
 PU2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2068.degrees latitude (g = 980.6199 gals.).
 PU2068
 PU2068.The modeled gravity was interpolated from observed gravity values.
 PU2068
 PU2068;                    North         East    Units  Estimated Accuracy
 PU2068;SPC SD N     -    94,560.      293,770.      MT  (+/- 180 meters Scaled)
 PU2068
 PU2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK904412(NAD 83)
 PU2068
 PU2068                          SUPERSEDED SURVEY CONTROL
 PU2068
 PU2068  NAVD 88 (06/15/91) 1001.424  (m)         3285.51   (f) SUPERSEDED  1 2
 PU2068  NGVD 29 (??/??/92) 1000.921  (m)         3283.86   (f) ADJ UNCH    1 2
 PU2068
 PU2068.Superseded values are not recommended for survey control.
 PU2068
 PU2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2068.See file dsdata.pdf to determine how the superseded data were derived.
 PU2068
 PU2068_MARKER: DB = BENCH MARK DISK
 PU2068_SETTING: 66 = SET IN ROCK OUTCROP
 PU2068_STAMPING: Q 176 1934
 PU2068_MARK LOGO: CGS
 PU2068_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2068+STABILITY: POSITION/ELEVATION WELL
 PU2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2068+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 PU2068
 PU2068  HISTORY     - Date     Condition        Report By
 PU2068  HISTORY     - 1934     MONUMENTED       CGS
 PU2068  HISTORY     - 1962     GOOD             CGS
 PU2068  HISTORY     - 19960415 GOOD             NGS
 PU2068
 PU2068                          STATION DESCRIPTION
 PU2068
 PU2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2068'3.4 MI S FROM BELLE FOURCHE.
 PU2068'3.45 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURT
 PU2068'HOUSE IN BELLE FOURCHE TO THE MARK SET IN THE TOP OF ROCK
 PU2068'OUTCROP AT TWO PRIVATE DRIVEWAYS LEADING WEST, 330 FEET WEST
 PU2068'OF THE CENTER LINE OF HIGHWAY, 22 FEET NORTHEAST OF THE
 PU2068'NORTHEAST CORNER OF A SMALL HORSE BARN, 30 FEET EAST OF THE
 PU2068'CENTER LINE OF A TRACK ROAD, AND 13 FEET SOUTHWEST OF A METAL
 PU2068'WITNESS POST.  A DISK DRILLED IN AN OUTCROP OF ROCK ABOUT 10
 PU2068'FEET HIGHER THAN THE LEVEL OF A TRACK ROAD.
 PU2068
 PU2068                          STATION RECOVERY (1996)
 PU2068
 PU2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2068'5.7 KM (3.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 PU2068'IN BELLE FOURCHE, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A DRIVEWAY,
 PU2068'NEAR THE NORTH END OF A 4 BY 12-FOOT AREA OF OUTCROPPING BEDROCK, 19.7
 PU2068'M (64.6 FT) NORTH OF THE CENTER OF THE DRIVEWAY, 9.2 M (30.2 FT) EAST
 PU2068'OF THE CENTER OF A DRIVEWAY, 4.0 M (13.1 FT) SOUTHWEST OF A WITNESS
 PU2068'POST, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE DRIVEWAY, 2.0 M (6.6 FT)
 PU2068'SOUTH OF THE NORTH END OF THE OUTCROP, AND 0.3 M (1.0 FT) EAST OF THE
 PU2068'WEST EDGE OF THE OUTCROP.  NOTE--THE MARK IS ON PROPERTY OWNED BY MARY
 PU2068'WENDT, HCR 30, BOX 134, BELLE FOURCHE, SD 57717, TELEPHONE NUMBER
 PU2068'(605) 892-3115.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1623 ***********************************************************************
 PU1623  DESIGNATION -  Q 177
 PU1623  PID         -  PU1623
 PU1623  STATE/COUNTY-  SD/PENNINGTON
 PU1623  COUNTRY     -  US
 PU1623  USGS QUAD   -  ROCHFORD (2017)
 PU1623
 PU1623                         *CURRENT SURVEY CONTROL
 PU1623  ______________________________________________________________________
 PU1623* NAD 83(1986) POSITION- 44 07 22.45   (N) 103 43 13.44   (W)   HD_HELD1
 PU1623* NAVD 88 ORTHO HEIGHT -  1609.353 (meters)     5280.02  (feet) ADJUSTED
 PU1623  ______________________________________________________________________
 PU1623  GEOID HEIGHT    -        -13.168 (meters)                     GEOID18
 PU1623  DYNAMIC HEIGHT  -       1608.648 (meters)     5277.71  (feet) COMP
 PU1623  MODELED GRAVITY -    980,122.0   (mgal)                       NAVD 88
 PU1623
 PU1623  VERT ORDER      -  SECOND    CLASS 0
 PU1623
 PU1623.The horizontal coordinates were determined by differentially corrected
 PU1623.hand held GPS observations or other comparable positioning techniques
 PU1623.and have an estimated accuracy of +/- 3 meters.
 PU1623
 PU1623.The orthometric height was determined by differential leveling and
 PU1623.adjusted by the NATIONAL GEODETIC SURVEY
 PU1623.in June 1991.
 PU1623
 PU1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1623.GEOID18 height accuracy estimate available here.
 PU1623
 PU1623.Click photographs - Photos may exist for this station.
 PU1623
 PU1623.The dynamic height is computed by dividing the NAVD 88
 PU1623.geopotential number by the normal gravity value computed on the
 PU1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1623.degrees latitude (g = 980.6199 gals.).
 PU1623
 PU1623.The modeled gravity was interpolated from observed gravity values.
 PU1623
 PU1623;                    North         East    Units  Estimated Accuracy
 PU1623;SPC SD S     -   204,337.0     328,987.6     MT  (+/- 3 meters HH1 GPS) 
 PU1623
 PU1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0237986319(NAD 83)
 PU1623
 PU1623                          SUPERSEDED SURVEY CONTROL
 PU1623
 PU1623  NGVD 29 (??/??/92) 1608.723  (m)         5277.95   (f) ADJ UNCH    2 0
 PU1623
 PU1623.Superseded values are not recommended for survey control.
 PU1623
 PU1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1623.See file dsdata.pdf to determine how the superseded data were derived.
 PU1623
 PU1623_MARKER: DB = BENCH MARK DISK
 PU1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1623_STAMPING: Q 177 1934
 PU1623_MARK LOGO: CGS
 PU1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1623+STABILITY: SURFACE MOTION
 PU1623
 PU1623  HISTORY     - Date     Condition        Report By
 PU1623  HISTORY     - 1934     MONUMENTED       CGS
 PU1623  HISTORY     - 1938     GOOD             CGS
 PU1623  HISTORY     - 20110513 GOOD             GEOCAC
 PU1623
 PU1623                          STATION DESCRIPTION
 PU1623
 PU1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1623'0.8 MI NW FROM ROCHFORD.
 PU1623'0.8 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PU1623'RAILROAD FROM THE STATION AT ROCHFORD, PENNINGTON COUNTY, ABOUT
 PU1623'0.2 MILE SOUTH OF MILEPOST 83, 24.2 FEET NORTHWEST OF THE NORTHWEST
 PU1623'RAIL OF THE MAIN TRACK, 97 FEET SOUTHEAST OF THE CENTER LINE OF A
 PU1623'ROAD PARALLELING THE TRACK, 97 FEET SOUTHEAST OF THE CENTER LINE OF
 PU1623'A ROAD PARALLELING THE TRACK, 3.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 PU1623'FENCE, AND NEAR A GATE FOR AN OLD CROSS ROAD.  A STANDARD DISK,
 PU1623'STAMPED Q 177 1934 AND SET IN THE TOP OF A CONCRETE POST ENCLOSED
 PU1623'IN A CONCRETE MANHOLE, ACCESS TO WHICH IS HAD THROUGH AN IRON
 PU1623'COVER.
 PU1623
 PU1623                          STATION RECOVERY (2011)
 PU1623
 PU1623'RECOVERY NOTE BY GEOCACHING 2011
 PU1623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0542 ***********************************************************************
 OT0542  DESIGNATION -  Q 178
 OT0542  PID         -  OT0542
 OT0542  STATE/COUNTY-  SD/FALL RIVER
 OT0542  COUNTRY     -  US
 OT0542  USGS QUAD   -  MINNEKAHTA (2017)
 OT0542
 OT0542                         *CURRENT SURVEY CONTROL
 OT0542  ______________________________________________________________________
 OT0542* NAD 83(1986) POSITION- 43 27 58.     (N) 103 41 19.     (W)   SCALED
 OT0542* NAVD 88 ORTHO HEIGHT -  1317.206 (meters)     4321.53  (feet) ADJUSTED
 OT0542  ______________________________________________________________________
 OT0542  GEOID HEIGHT    -        -14.731 (meters)                     GEOID18
 OT0542  DYNAMIC HEIGHT  -       1316.629 (meters)     4319.64  (feet) COMP
 OT0542  MODELED GRAVITY -    980,134.5   (mgal)                       NAVD 88
 OT0542
 OT0542  VERT ORDER      -  FIRST     CLASS II
 OT0542
 OT0542.The horizontal coordinates were scaled from a map and have
 OT0542.an estimated accuracy of +/- 6 seconds.
 OT0542
 OT0542.The orthometric height was determined by differential leveling and
 OT0542.adjusted by the NATIONAL GEODETIC SURVEY
 OT0542.in October 1997.
 OT0542
 OT0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0542.GEOID18 height accuracy estimate available here.
 OT0542
 OT0542.Click photographs - Photos may exist for this station.
 OT0542
 OT0542.The dynamic height is computed by dividing the NAVD 88
 OT0542.geopotential number by the normal gravity value computed on the
 OT0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0542.degrees latitude (g = 980.6199 gals.).
 OT0542
 OT0542.The modeled gravity was interpolated from observed gravity values.
 OT0542
 OT0542;                    North         East    Units  Estimated Accuracy
 OT0542;SPC SD S     -   131,320.      328,580.      MT  (+/- 180 meters Scaled)
 OT0542
 OT0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ060134(NAD 83)
 OT0542
 OT0542                          SUPERSEDED SURVEY CONTROL
 OT0542
 OT0542  NAVD 88 (06/15/91) 1317.206  (m)         4321.53   (f) SUPERSEDED  1 2
 OT0542  NGVD 29 (??/??/92) 1316.632  (m)         4319.65   (f) ADJ UNCH    1 2
 OT0542
 OT0542.Superseded values are not recommended for survey control.
 OT0542
 OT0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0542.See file dsdata.pdf to determine how the superseded data were derived.
 OT0542
 OT0542_MARKER: DB = BENCH MARK DISK
 OT0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0542_STAMPING: Q 178 1934
 OT0542_MARK LOGO: CGS
 OT0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0542+STABILITY: SURFACE MOTION
 OT0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0542+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 OT0542
 OT0542  HISTORY     - Date     Condition        Report By
 OT0542  HISTORY     - 1934     MONUMENTED       CGS
 OT0542  HISTORY     - 1963     GOOD             CGS
 OT0542  HISTORY     - 19950418 GOOD             NGS
 OT0542
 OT0542                          STATION DESCRIPTION
 OT0542
 OT0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0542'2.4 MI N FROM MINNEKAHTA.
 OT0542'ABOUT 2.45 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0542'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0542'6, T 7 S, R 4 E, AT A ROAD CROSSING AND 15 POLES NORTH OF MILE
 OT0542'POST 18, 51 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 107 FEET SOUTH
 OT0542'OF THE CENTER LINE OF CROSSING, 40 FEET EAST OF THE CENTER LINE
 OT0542'OF THE TRAIL ROAD LEADING SOUTH, 2 FEET SOUTHWEST OF A FENCE,
 OT0542'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OT0542'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0542
 OT0542                          STATION RECOVERY (1995)
 OT0542
 OT0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0542'20.6 KM (12.80 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 OT0542'OF U.S. HIGHWAY 385 IN PRINGLE, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG
 OT0542'A GRAVELED ROAD, 31.6 M (103.7 FT) SOUTHEAST OF AND LEVEL WITH THE
 OT0542'ROAD CENTER, 16.1 M (52.8 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE
 OT0542'(TRACK REMOVED), 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 OT0542'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0349 ***********************************************************************
 OS0349  DESIGNATION -  Q 18
 OS0349  PID         -  OS0349
 OS0349  STATE/COUNTY-  SD/BENNETT
 OS0349  COUNTRY     -  US
 OS0349  USGS QUAD   -  MARTIN (2017)
 OS0349
 OS0349                         *CURRENT SURVEY CONTROL
 OS0349  ______________________________________________________________________
 OS0349* NAD 83(1986) POSITION- 43 10 19.     (N) 101 43 56.     (W)   SCALED
 OS0349* NAVD 88 ORTHO HEIGHT -  1007.510 (meters)     3305.47  (feet) ADJUSTED
 OS0349  ______________________________________________________________________
 OS0349  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 OS0349  DYNAMIC HEIGHT  -       1007.084 (meters)     3304.07  (feet) COMP
 OS0349  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 OS0349
 OS0349  VERT ORDER      -  SECOND    CLASS 0
 OS0349
 OS0349.The horizontal coordinates were scaled from a map and have
 OS0349.an estimated accuracy of +/- 6 seconds.
 OS0349
 OS0349.The orthometric height was determined by differential leveling and
 OS0349.adjusted by the NATIONAL GEODETIC SURVEY
 OS0349.in June 1991.
 OS0349
 OS0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0349.GEOID18 height accuracy estimate available here.
 OS0349
 OS0349.Click photographs - Photos may exist for this station.
 OS0349
 OS0349.The dynamic height is computed by dividing the NAVD 88
 OS0349.geopotential number by the normal gravity value computed on the
 OS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0349.degrees latitude (g = 980.6199 gals.).
 OS0349
 OS0349.The modeled gravity was interpolated from observed gravity values.
 OS0349
 OS0349;                    North         East    Units  Estimated Accuracy
 OS0349;SPC SD S     -    94,120.      486,260.      MT  (+/- 180 meters Scaled)
 OS0349
 OS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN779835(NAD 83)
 OS0349
 OS0349                          SUPERSEDED SURVEY CONTROL
 OS0349
 OS0349  NGVD 29 (??/??/92) 1007.061  (m)         3304.00   (f) ADJ UNCH    2 0
 OS0349
 OS0349.Superseded values are not recommended for survey control.
 OS0349
 OS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0349.See file dsdata.pdf to determine how the superseded data were derived.
 OS0349
 OS0349_MARKER: DB = BENCH MARK DISK
 OS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0349_STAMPING: Q 18 1934
 OS0349_MARK LOGO: CGS
 OS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0349+STABILITY: SURFACE MOTION
 OS0349
 OS0349  HISTORY     - Date     Condition        Report By
 OS0349  HISTORY     - 1934     MONUMENTED       CGS
 OS0349
 OS0349                          STATION DESCRIPTION
 OS0349
 OS0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0349'0.3 MI S FROM MARTIN.
 OS0349'0.3 MILE SOUTH ALONG STATE HIGHWAY 73 FROM MARTIN, BENNETT
 OS0349'COUNTY, 55 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION WITH
 OS0349'U.S. HIGHWAY 18, AT THE NORTHEAST CORNER OF LAND OCCUPIED BY THE
 OS0349'STATE HIGHWAY DEPARTMENT, 40 FEET SOUTH OF THE CENTERLINE OF U.S.
 OS0349'HIGHWAY 18, AND 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 OS0349'63.  A STANDARD DISK, STAMPED Q 18 1934 AND SET IN THE TOP OF
 OS0349'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1682 ***********************************************************************
 PU1682  DESIGNATION -  Q 183
 PU1682  PID         -  PU1682
 PU1682  STATE/COUNTY-  SD/LAWRENCE
 PU1682  COUNTRY     -  US
 PU1682  USGS QUAD   -  CROOKS TOWER (2017)
 PU1682
 PU1682                         *CURRENT SURVEY CONTROL
 PU1682  ______________________________________________________________________
 PU1682* NAD 83(1986) POSITION- 44 12 52.67   (N) 103 58 28.76   (W)   HD_HELD1
 PU1682* NAVD 88 ORTHO HEIGHT -  1925.524 (meters)     6317.32  (feet) ADJUSTED
 PU1682  ______________________________________________________________________
 PU1682  GEOID HEIGHT    -        -12.850 (meters)                     GEOID18
 PU1682  DYNAMIC HEIGHT  -       1924.613 (meters)     6314.33  (feet) COMP
 PU1682  MODELED GRAVITY -    980,074.5   (mgal)                       NAVD 88
 PU1682
 PU1682  VERT ORDER      -  SECOND    CLASS 0
 PU1682
 PU1682.The horizontal coordinates were determined by differentially corrected
 PU1682.hand held GPS observations or other comparable positioning techniques
 PU1682.and have an estimated accuracy of +/- 3 meters.
 PU1682
 PU1682.The orthometric height was determined by differential leveling and
 PU1682.adjusted by the NATIONAL GEODETIC SURVEY
 PU1682.in June 1991.
 PU1682
 PU1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1682.GEOID18 height accuracy estimate available here.
 PU1682
 PU1682.Click photographs - Photos may exist for this station.
 PU1682
 PU1682.The dynamic height is computed by dividing the NAVD 88
 PU1682.geopotential number by the normal gravity value computed on the
 PU1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1682.degrees latitude (g = 980.6199 gals.).
 PU1682
 PU1682.The modeled gravity was interpolated from observed gravity values.
 PU1682
 PU1682;                    North         East    Units  Estimated Accuracy
 PU1682;SPC SD N     -    50,167.5     282,472.8     MT  (+/- 3 meters HH1 GPS) 
 PU1682
 PU1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8190996222(NAD 83)
 PU1682
 PU1682                          SUPERSEDED SURVEY CONTROL
 PU1682
 PU1682  NGVD 29 (??/??/92) 1924.820  (m)         6315.01   (f) ADJ UNCH    2 0
 PU1682
 PU1682.Superseded values are not recommended for survey control.
 PU1682
 PU1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1682.See file dsdata.pdf to determine how the superseded data were derived.
 PU1682
 PU1682_MARKER: DB = BENCH MARK DISK
 PU1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1682_STAMPING: Q 183 1934
 PU1682_MARK LOGO: CGS
 PU1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1682+STABILITY: SURFACE MOTION
 PU1682
 PU1682  HISTORY     - Date     Condition        Report By
 PU1682  HISTORY     - 1934     MONUMENTED       CGS
 PU1682  HISTORY     - 1955     GOOD             CGS
 PU1682
 PU1682                          STATION DESCRIPTION
 PU1682
 PU1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PU1682'17.9 MI SW FROM LEAD.
 PU1682'17.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1682'COUNTY, 10.0 MILES SOUTHWEST OF CHEYENNE CROSSING, 27 FEET
 PU1682'SOUTHWEST OF THE CENTERLINE OF A SIDE ROAD LEADING SOUTHEAST,
 PU1682'36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN A FENCE CORNER,
 PU1682'3.0 FEET SOUTHWEST OF THE ROAD RIGHT-OF-WAY FENCE, AND 3.0 FEET
 PU1682'EAT OF THE HIGHWAY RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 PU1682'STAMPED Q 183 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0240 ***********************************************************************
 QQ0240  DESIGNATION -  Q 19
 QQ0240  PID         -  QQ0240
 QQ0240  STATE/COUNTY-  SD/DAY
 QQ0240  COUNTRY     -  US
 QQ0240  USGS QUAD   -  WEBSTER (2018)
 QQ0240
 QQ0240                         *CURRENT SURVEY CONTROL
 QQ0240  ______________________________________________________________________
 QQ0240* NAD 83(1986) POSITION- 45 19 45.     (N) 097 31 15.     (W)   SCALED
 QQ0240* NAVD 88 ORTHO HEIGHT -   563.394 (meters)     1848.40  (feet) ADJUSTED
 QQ0240  ______________________________________________________________________
 QQ0240  GEOID HEIGHT    -        -24.983 (meters)                     GEOID18
 QQ0240  DYNAMIC HEIGHT  -        563.331 (meters)     1848.20  (feet) COMP
 QQ0240  MODELED GRAVITY -    980,485.9   (mgal)                       NAVD 88
 QQ0240
 QQ0240  VERT ORDER      -  FIRST     CLASS II
 QQ0240
 QQ0240.The horizontal coordinates were scaled from a map and have
 QQ0240.an estimated accuracy of +/- 6 seconds.
 QQ0240
 QQ0240.The orthometric height was determined by differential leveling and
 QQ0240.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0240.in June 1991.
 QQ0240
 QQ0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0240.GEOID18 height accuracy estimate available here.
 QQ0240
 QQ0240.Click photographs - Photos may exist for this station.
 QQ0240
 QQ0240.The dynamic height is computed by dividing the NAVD 88
 QQ0240.geopotential number by the normal gravity value computed on the
 QQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0240.degrees latitude (g = 980.6199 gals.).
 QQ0240
 QQ0240.The modeled gravity was interpolated from observed gravity values.
 QQ0240
 QQ0240;                    North         East    Units  Estimated Accuracy
 QQ0240;SPC SD N     -   169,200.      794,310.      MT  (+/- 180 meters Scaled)
 QQ0240
 QQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR159205(NAD 83)
 QQ0240
 QQ0240                          SUPERSEDED SURVEY CONTROL
 QQ0240
 QQ0240  NGVD 29 (??/??/92)  563.108  (m)         1847.46   (f) ADJ UNCH    1 2
 QQ0240
 QQ0240.Superseded values are not recommended for survey control.
 QQ0240
 QQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0240.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0240
 QQ0240_MARKER: DB = BENCH MARK DISK
 QQ0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0240_SP_SET: STONE DOOR SILL
 QQ0240_STAMPING: 1847.463 Q 19 1931
 QQ0240_MARK LOGO: CGS
 QQ0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0240
 QQ0240  HISTORY     - Date     Condition        Report By
 QQ0240  HISTORY     - 1931     MONUMENTED       CGS
 QQ0240  HISTORY     - 1941     GOOD             CGS
 QQ0240  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0240
 QQ0240                          STATION DESCRIPTION
 QQ0240
 QQ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0240'IN WEBSTER.
 QQ0240'AT WEBSTER, DAY COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0240'PACIFIC RAILROAD STATION, AND IN THE STONE DOOR SILL OF THE MENS
 QQ0240'WAITING ROOM.  A STANDARD DISK, STAMPED 1847.463 Q 19 1931.
 QQ0240
 QQ0240                          STATION RECOVERY (1941)
 QQ0240
 QQ0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0240'RECOVERED IN GOOD CONDITION.
 QQ0240
 QQ0240                          STATION RECOVERY (1997)
 QQ0240
 QQ0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0240'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0512 ***********************************************************************
 QS0512  DESIGNATION -  Q 20
 QS0512  PID         -  QS0512
 QS0512  STATE/COUNTY-  SD/ZIEBACH
 QS0512  COUNTRY     -  US
 QS0512  USGS QUAD   -  DUPREE (2017)
 QS0512
 QS0512                         *CURRENT SURVEY CONTROL
 QS0512  ______________________________________________________________________
 QS0512* NAD 83(1986) POSITION- 45 03 13.     (N) 101 34 04.     (W)   SCALED
 QS0512* NAVD 88 ORTHO HEIGHT -   713.397 (meters)     2340.54  (feet) ADJUSTED
 QS0512  ______________________________________________________________________
 QS0512  GEOID HEIGHT    -        -20.612 (meters)                     GEOID18
 QS0512  DYNAMIC HEIGHT  -        713.255 (meters)     2340.07  (feet) COMP
 QS0512  MODELED GRAVITY -    980,394.4   (mgal)                       NAVD 88
 QS0512
 QS0512  VERT ORDER      -  FIRST     CLASS II
 QS0512
 QS0512.The horizontal coordinates were scaled from a map and have
 QS0512.an estimated accuracy of +/- 6 seconds.
 QS0512
 QS0512.The orthometric height was determined by differential leveling and
 QS0512.adjusted by the NATIONAL GEODETIC SURVEY
 QS0512.in June 1991.
 QS0512
 QS0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0512.GEOID18 height accuracy estimate available here.
 QS0512
 QS0512.Click photographs - Photos may exist for this station.
 QS0512
 QS0512.The dynamic height is computed by dividing the NAVD 88
 QS0512.geopotential number by the normal gravity value computed on the
 QS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0512.degrees latitude (g = 980.6199 gals.).
 QS0512
 QS0512.The modeled gravity was interpolated from observed gravity values.
 QS0512
 QS0512;                    North         East    Units  Estimated Accuracy
 QS0512;SPC SD N     -   136,800.      476,520.      MT  (+/- 180 meters Scaled)
 QS0512
 QS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ978921(NAD 83)
 QS0512
 QS0512                          SUPERSEDED SURVEY CONTROL
 QS0512
 QS0512  NGVD 29 (??/??/92)  712.942  (m)         2339.04   (f) ADJ UNCH    1 2
 QS0512
 QS0512.Superseded values are not recommended for survey control.
 QS0512
 QS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0512.See file dsdata.pdf to determine how the superseded data were derived.
 QS0512
 QS0512_MARKER: DB = BENCH MARK DISK
 QS0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0512_SP_SET: BRIDGE
 QS0512_STAMPING: Q 20 1933
 QS0512_MARK LOGO: CGS
 QS0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0512
 QS0512  HISTORY     - Date     Condition        Report By
 QS0512  HISTORY     - 1933     MONUMENTED       CGS
 QS0512  HISTORY     - 1953     GOOD             LOCSUR
 QS0512  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0512
 QS0512                          STATION DESCRIPTION
 QS0512
 QS0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0512'2.1 MI NE FROM DUPREE.
 QS0512'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 65 FROM DUPREE, ZIEBACH
 QS0512'COUNTY, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 QS0512'212, AT THE EAST END OF A CONCRETE BRIDGE OVER BEAR CREEK, AND
 QS0512'IN THE TOP OF THE SOUTH WING WALL.  A STANDARD DISK, STAMPED
 QS0512'Q 20 1933.
 QS0512
 QS0512                          STATION RECOVERY (1953)
 QS0512
 QS0512'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QS0512'RECOVERED IN GOOD CONDITION.
 QS0512
 QS0512                          STATION RECOVERY (1985)
 QS0512
 QS0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0512'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0069 ***********************************************************************
 QR0069  DESIGNATION -  Q 20
 QR0069  PID         -  QR0069
 QR0069  STATE/COUNTY-  SD/BROWN
 QR0069  COUNTRY     -  US
 QR0069  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0069
 QR0069                         *CURRENT SURVEY CONTROL
 QR0069  ______________________________________________________________________
 QR0069* NAD 83(1986) POSITION- 45 27 55.8    (N) 098 29 19.5    (W)   HD_HELD2
 QR0069* NAVD 88 ORTHO HEIGHT -   397.840 (meters)     1305.25  (feet) ADJUSTED
 QR0069  ______________________________________________________________________
 QR0069  GEOID HEIGHT    -        -24.417 (meters)                     GEOID18
 QR0069  DYNAMIC HEIGHT  -        397.813 (meters)     1305.16  (feet) COMP
 QR0069  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 QR0069
 QR0069  VERT ORDER      -  FIRST     CLASS II
 QR0069
 QR0069.The horizontal coordinates were established by autonomous hand held GPS
 QR0069.observations and have an estimated accuracy of +/- 10 meters.
 QR0069
 QR0069.The orthometric height was determined by differential leveling and
 QR0069.adjusted by the NATIONAL GEODETIC SURVEY
 QR0069.in July 1998.
 QR0069
 QR0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0069.GEOID18 height accuracy estimate available here.
 QR0069
 QR0069.Click photographs - Photos may exist for this station.
 QR0069
 QR0069.The dynamic height is computed by dividing the NAVD 88
 QR0069.geopotential number by the normal gravity value computed on the
 QR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0069.degrees latitude (g = 980.6199 gals.).
 QR0069
 QR0069.The modeled gravity was interpolated from observed gravity values.
 QR0069
 QR0069;                    North         East    Units  Estimated Accuracy
 QR0069;SPC SD N     -   182,477.      718,178.      MT  (+/- 10 meters HH2 GPS)
 QR0069
 QR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3996634790(NAD 83)
 QR0069
 QR0069                          SUPERSEDED SURVEY CONTROL
 QR0069
 QR0069  NAVD 88 (06/15/91)  397.848  (m)         1305.27   (f) SUPERSEDED  1 2
 QR0069  NGVD 29 (??/??/92)  397.550  (m)         1304.30   (f) ADJ UNCH    1 2
 QR0069
 QR0069.Superseded values are not recommended for survey control.
 QR0069
 QR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0069.See file dsdata.pdf to determine how the superseded data were derived.
 QR0069
 QR0069_MARKER: DB = BENCH MARK DISK
 QR0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0069_SP_SET: BUILDING
 QR0069_STAMPING: Q 20 1931 1304.295
 QR0069_MARK LOGO: CGS
 QR0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0069+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0069
 QR0069  HISTORY     - Date     Condition        Report By
 QR0069  HISTORY     - 1931     MONUMENTED       CGS
 QR0069  HISTORY     - 1934     GOOD             CGS
 QR0069  HISTORY     - 19970314 GOOD             NGS
 QR0069
 QR0069                          STATION DESCRIPTION
 QR0069
 QR0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0069'IN ABERDEEN.
 QR0069'AT ABERDEEN, BROWN COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0069'AND PACIFIC RAILROAD STATION, IN THE EAST WALL, 2 FEET FROM THE
 QR0069'SOUTH END OF THE BUILDING, AND 1 FOOT ABOVE THE PLATFORM.  A
 QR0069'STANDARD DISK, STAMPED 1304.295 Q 20 1931 AND SET VERTICALLY.
 QR0069
 QR0069                          STATION RECOVERY (1934)
 QR0069
 QR0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0069'RECOVERED IN GOOD CONDITION.
 QR0069
 QR0069                          STATION RECOVERY (1997)
 QR0069
 QR0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0069'IN ABERDEEN, AT THE INTERSECTION OF RAILROAD AVENUE SOUTHWEST AND
 QR0069'SOUTH MAIN STREET, SET VERTICALLY IN THE EAST FACE OF THE BURLINGTON
 QR0069'NORTHERN RAILROAD STATION, 57.6 M (189.0 FT) WEST OF THE STREET
 QR0069'CENTER, 41.7 M (136.8 FT) NORTH OF THE AVENUE CENTERLINE, 0.6 M (2.0
 QR0069'FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.4 M (1.3 FT)
 QR0069'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0488 ***********************************************************************
 PT0488  DESIGNATION -  Q 21
 PT0488  PID         -  PT0488
 PT0488  STATE/COUNTY-  SD/HAAKON
 PT0488  COUNTRY     -  US
 PT0488  USGS QUAD   -  MURRAY DRAW (2017)
 PT0488
 PT0488                         *CURRENT SURVEY CONTROL
 PT0488  ______________________________________________________________________
 PT0488* NAD 83(1986) POSITION- 44 29 43.     (N) 101 37 08.     (W)   SCALED
 PT0488* NAVD 88 ORTHO HEIGHT -   692.100 (meters)     2270.66  (feet) ADJUSTED
 PT0488  ______________________________________________________________________
 PT0488  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 PT0488  DYNAMIC HEIGHT  -        691.932 (meters)     2270.11  (feet) COMP
 PT0488  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 PT0488
 PT0488  VERT ORDER      -  FIRST     CLASS II
 PT0488
 PT0488.The horizontal coordinates were scaled from a map and have
 PT0488.an estimated accuracy of +/- 6 seconds.
 PT0488
 PT0488.The orthometric height was determined by differential leveling and
 PT0488.adjusted by the NATIONAL GEODETIC SURVEY
 PT0488.in June 1991.
 PT0488
 PT0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0488.GEOID18 height accuracy estimate available here.
 PT0488
 PT0488.Click photographs - Photos may exist for this station.
 PT0488
 PT0488.The dynamic height is computed by dividing the NAVD 88
 PT0488.geopotential number by the normal gravity value computed on the
 PT0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0488.degrees latitude (g = 980.6199 gals.).
 PT0488
 PT0488.The modeled gravity was interpolated from observed gravity values.
 PT0488
 PT0488;                    North         East    Units  Estimated Accuracy
 PT0488;SPC SD S     -   240,980.      497,750.      MT  (+/- 180 meters Scaled)
 PT0488
 PT0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ917302(NAD 83)
 PT0488
 PT0488                          SUPERSEDED SURVEY CONTROL
 PT0488
 PT0488  NGVD 29 (??/??/92)  691.647  (m)         2269.18   (f) ADJ UNCH    1 2
 PT0488
 PT0488.Superseded values are not recommended for survey control.
 PT0488
 PT0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0488.See file dsdata.pdf to determine how the superseded data were derived.
 PT0488
 PT0488_MARKER: DB = BENCH MARK DISK
 PT0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0488_STAMPING: Q 21 1933
 PT0488_MARK LOGO: CGS
 PT0488_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0488+STABILITY: SURFACE MOTION
 PT0488
 PT0488  HISTORY     - Date     Condition        Report By
 PT0488  HISTORY     - 1933     MONUMENTED       CGS
 PT0488  HISTORY     - 1934     GOOD             CGS
 PT0488
 PT0488                          STATION DESCRIPTION
 PT0488
 PT0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0488'5.6 MI NE FROM MILESVILLE.
 PT0488'5.6 MILES NORTHEAST ALONG THE CHERRY CREEK ROAD FROM MILESVILLE,
 PT0488'HAAKON COUNTY, 34 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 4
 PT0488'FEET NORTH OF AN EAST-AND-WEST HALF-SECTION LINE.  A STANDARD DISK,
 PT0488'STAMPED Q 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0488'7 INCHES ABOVE GROUND.
 PT0488
 PT0488                          STATION RECOVERY (1934)
 PT0488
 PT0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0609 ***********************************************************************
 OS0609  DESIGNATION -  Q 23
 OS0609  PID         -  OS0609
 OS0609  STATE/COUNTY-  SD/JACKSON
 OS0609  COUNTRY     -  US
 OS0609  USGS QUAD   -  WANBLEE NE (2017)
 OS0609
 OS0609                         *CURRENT SURVEY CONTROL
 OS0609  ______________________________________________________________________
 OS0609* NAD 83(1986) POSITION- 43 44 57.29   (N) 101 31 18.19   (W)   HD_HELD1
 OS0609* NAVD 88 ORTHO HEIGHT -   651.883 (meters)     2138.72  (feet) ADJUSTED
 OS0609  ______________________________________________________________________
 OS0609  GEOID HEIGHT    -        -21.525 (meters)                     GEOID18
 OS0609  DYNAMIC HEIGHT  -        651.668 (meters)     2138.01  (feet) COMP
 OS0609  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OS0609
 OS0609  VERT ORDER      -  SECOND    CLASS 0
 OS0609
 OS0609.The horizontal coordinates were determined by differentially corrected
 OS0609.hand held GPS observations or other comparable positioning techniques
 OS0609.and have an estimated accuracy of +/- 3 meters.
 OS0609
 OS0609.The orthometric height was determined by differential leveling and
 OS0609.adjusted by the NATIONAL GEODETIC SURVEY
 OS0609.in June 1991.
 OS0609
 OS0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0609.GEOID18 height accuracy estimate available here.
 OS0609
 OS0609.Click photographs - Photos may exist for this station.
 OS0609
 OS0609.The dynamic height is computed by dividing the NAVD 88
 OS0609.geopotential number by the normal gravity value computed on the
 OS0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0609.degrees latitude (g = 980.6199 gals.).
 OS0609
 OS0609.The modeled gravity was interpolated from observed gravity values.
 OS0609
 OS0609;                    North         East    Units  Estimated Accuracy
 OS0609;SPC SD S     -   157,980.8     504,295.5     MT  (+/- 3 meters HH1 GPS) 
 OS0609
 OS0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9697047113(NAD 83)
 OS0609
 OS0609                          SUPERSEDED SURVEY CONTROL
 OS0609
 OS0609  NGVD 29 (??/??/92)  651.432  (m)         2137.24   (f) ADJ UNCH    2 0
 OS0609
 OS0609.Superseded values are not recommended for survey control.
 OS0609
 OS0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0609.See file dsdata.pdf to determine how the superseded data were derived.
 OS0609
 OS0609_MARKER: DB = BENCH MARK DISK
 OS0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0609_STAMPING: Q 23 1934
 OS0609_MARK LOGO: CGS
 OS0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0609+STABILITY: SURFACE MOTION
 OS0609
 OS0609  HISTORY     - Date     Condition        Report By
 OS0609  HISTORY     - 1934     MONUMENTED       CGS
 OS0609  HISTORY     - 1941     GOOD             CGS
 OS0609
 OS0609                          STATION DESCRIPTION
 OS0609
 OS0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0609'7 MI S FROM KADOKA.
 OS0609'7.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM KADOKA, JACKSON
 OS0609'COUNTY, 114 FEET EAST OF THE EAST END OF A STEEL BRIDGE OVER
 OS0609'WHITE RIVER, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OS0609'AND 10 FEET SOUTH OF A 30-INCH COTTONWOOD TREE.  A STANDARD
 OS0609'DISK, STAMPED Q 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1637 ***********************************************************************
 PU1637  DESIGNATION -  Q 24
 PU1637  PID         -  PU1637
 PU1637  STATE/COUNTY-  SD/MEADE
 PU1637  COUNTRY     -  US
 PU1637  USGS QUAD   -  STURGIS (2017)
 PU1637
 PU1637                         *CURRENT SURVEY CONTROL
 PU1637  ______________________________________________________________________
 PU1637* NAD 83(1986) POSITION- 44 24 29.     (N) 103 30 53.     (W)   SCALED
 PU1637* NAVD 88 ORTHO HEIGHT -  1055.803 (meters)     3463.91  (feet) ADJUSTED
 PU1637  ______________________________________________________________________
 PU1637  GEOID HEIGHT    -        -15.221 (meters)                     GEOID18
 PU1637  DYNAMIC HEIGHT  -       1055.460 (meters)     3462.79  (feet) COMP
 PU1637  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 PU1637
 PU1637  VERT ORDER      -  FIRST     CLASS II
 PU1637
 PU1637.The horizontal coordinates were scaled from a map and have
 PU1637.an estimated accuracy of +/- 6 seconds.
 PU1637
 PU1637.The orthometric height was determined by differential leveling and
 PU1637.adjusted by the NATIONAL GEODETIC SURVEY
 PU1637.in June 1991.
 PU1637
 PU1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1637.GEOID18 height accuracy estimate available here.
 PU1637
 PU1637.Click photographs - Photos may exist for this station.
 PU1637
 PU1637.The dynamic height is computed by dividing the NAVD 88
 PU1637.geopotential number by the normal gravity value computed on the
 PU1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1637.degrees latitude (g = 980.6199 gals.).
 PU1637
 PU1637.The modeled gravity was interpolated from observed gravity values.
 PU1637
 PU1637;                    North         East    Units  Estimated Accuracy
 PU1637;SPC SD N     -    69,940.      320,120.      MT  (+/- 180 meters Scaled)
 PU1637
 PU1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK182182(NAD 83)
 PU1637
 PU1637                          SUPERSEDED SURVEY CONTROL
 PU1637
 PU1637  NGVD 29 (??/??/92) 1055.293  (m)         3462.24   (f) ADJ UNCH    1 2
 PU1637
 PU1637.Superseded values are not recommended for survey control.
 PU1637
 PU1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1637.See file dsdata.pdf to determine how the superseded data were derived.
 PU1637
 PU1637_MARKER: DD = SURVEY DISK
 PU1637_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1637_STAMPING: Q 24 1934
 PU1637_MARK LOGO: CGS+SS
 PU1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1637
 PU1637  HISTORY     - Date     Condition        Report By
 PU1637  HISTORY     - 1934     MONUMENTED       SDGS
 PU1637  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1637  HISTORY     - 20120815 MARK NOT FOUND   INDIV
 PU1637
 PU1637                          STATION DESCRIPTION
 PU1637
 PU1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1637'AT STURGIS.
 PU1637'AT STURGIS, MEAD COUNTY, 239 FEET SOUTH OF THE SOUTHWEST CORNER
 PU1637'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, AND 28 FEET
 PU1637'EAST OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD
 PU1637'DISK, STAMPED Q 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PU1637'NOTE-- LOOKS AS THOUGH MARK COULD HAVE BEEN GRADED OUT IN
 PU1637'CONSTRUCTION OF A ROAD CROSSING.
 PU1637
 PU1637                          STATION RECOVERY (2012)
 PU1637
 PU1637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1637'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1802 ***********************************************************************
 PU1802  DESIGNATION -  Q 25
 PU1802  PID         -  PU1802
 PU1802  STATE/COUNTY-  SD/BUTTE
 PU1802  COUNTRY     -  US
 PU1802  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1802
 PU1802                         *CURRENT SURVEY CONTROL
 PU1802  ______________________________________________________________________
 PU1802* NAD 83(1986) POSITION- 44 57 53.6    (N) 103 46 21.4    (W)   HD_HELD2
 PU1802* NAVD 88 ORTHO HEIGHT -   957.652 (meters)     3141.90  (feet) ADJUSTED
 PU1802  ______________________________________________________________________
 PU1802  GEOID HEIGHT    -        -15.943 (meters)                     GEOID18
 PU1802  DYNAMIC HEIGHT  -        957.410 (meters)     3141.10  (feet) COMP
 PU1802  MODELED GRAVITY -    980,331.2   (mgal)                       NAVD 88
 PU1802
 PU1802  VERT ORDER      -  FIRST     CLASS II
 PU1802
 PU1802.The horizontal coordinates were established by autonomous hand held GPS
 PU1802.observations and have an estimated accuracy of +/- 10 meters.
 PU1802
 PU1802.The orthometric height was determined by differential leveling and
 PU1802.adjusted by the NATIONAL GEODETIC SURVEY
 PU1802.in June 1991.
 PU1802
 PU1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1802.GEOID18 height accuracy estimate available here.
 PU1802
 PU1802.Click photographs - Photos may exist for this station.
 PU1802
 PU1802.The dynamic height is computed by dividing the NAVD 88
 PU1802.geopotential number by the normal gravity value computed on the
 PU1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1802.degrees latitude (g = 980.6199 gals.).
 PU1802
 PU1802.The modeled gravity was interpolated from observed gravity values.
 PU1802
 PU1802;                    North         East    Units  Estimated Accuracy
 PU1802;SPC SD N     -   132,674.      302,485.      MT  (+/- 10 meters HH2 GPS)
 PU1802
 PU1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9679679782(NAD 83)
 PU1802
 PU1802                          SUPERSEDED SURVEY CONTROL
 PU1802
 PU1802  NGVD 29 (??/??/92)  957.164  (m)         3140.30   (f) ADJ UNCH    1 2
 PU1802
 PU1802.Superseded values are not recommended for survey control.
 PU1802
 PU1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1802.See file dsdata.pdf to determine how the superseded data were derived.
 PU1802
 PU1802_MARKER: DB = BENCH MARK DISK
 PU1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1802_STAMPING: Q 25 1934
 PU1802_MARK LOGO: CGS
 PU1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1802+STABILITY: SURFACE MOTION
 PU1802
 PU1802  HISTORY     - Date     Condition        Report By
 PU1802  HISTORY     - 1934     MONUMENTED       CGS
 PU1802  HISTORY     - 1962     GOOD             CGS
 PU1802
 PU1802                          STATION DESCRIPTION
 PU1802
 PU1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1802'21.8 MI N FROM BELLE FOURCHE.
 PU1802'ABOUT 21.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1802'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1802'28, T 12 N, R 3 E, 0.2 MILE SOUTH OF THE LOCATION OF THE MARKER
 PU1802'INDICATING THE CENTER OF THE UNITED STATES, 60 FEET EAST OF THE
 PU1802'CENTER LINE OF THE HIGHWAY, 133 FEET SOUTH OF A POWER POLE,
 PU1802'65 FEET NORTH OF THE EAST END OF THE NORTH ONE OF TWO PIPE
 PU1802'CULVERTS, 1 FOOT EAST OF A FENCE, 1.5 FEET EAST OF A METAL
 PU1802'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 PU1802'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0347 ***********************************************************************
 QT0347  DESIGNATION -  Q 26
 QT0347  PID         -  QT0347
 QT0347  STATE/COUNTY-  SD/HARDING
 QT0347  COUNTRY     -  US
 QT0347  USGS QUAD   -  BUFFALO (2017)
 QT0347
 QT0347                         *CURRENT SURVEY CONTROL
 QT0347  ______________________________________________________________________
 QT0347* NAD 83(1986) POSITION- 45 36 12.     (N) 103 30 46.     (W)   SCALED
 QT0347* NAVD 88 ORTHO HEIGHT -   889.883 (meters)     2919.56  (feet) ADJUSTED
 QT0347  ______________________________________________________________________
 QT0347  GEOID HEIGHT    -        -15.958 (meters)                     GEOID18
 QT0347  DYNAMIC HEIGHT  -        889.747 (meters)     2919.11  (feet) COMP
 QT0347  MODELED GRAVITY -    980,432.6   (mgal)                       NAVD 88
 QT0347
 QT0347  VERT ORDER      -  FIRST     CLASS II
 QT0347
 QT0347.The horizontal coordinates were scaled from a map and have
 QT0347.an estimated accuracy of +/- 6 seconds.
 QT0347
 QT0347.The orthometric height was determined by differential leveling and
 QT0347.adjusted by the NATIONAL GEODETIC SURVEY
 QT0347.in June 1991.
 QT0347
 QT0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0347.GEOID18 height accuracy estimate available here.
 QT0347
 QT0347.Click photographs - Photos may exist for this station.
 QT0347
 QT0347.The dynamic height is computed by dividing the NAVD 88
 QT0347.geopotential number by the normal gravity value computed on the
 QT0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0347.degrees latitude (g = 980.6199 gals.).
 QT0347
 QT0347.The modeled gravity was interpolated from observed gravity values.
 QT0347
 QT0347;                    North         East    Units  Estimated Accuracy
 QT0347;SPC SD N     -   202,640.      326,040.      MT  (+/- 180 meters Scaled)
 QT0347
 QT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL159510(NAD 83)
 QT0347
 QT0347                          SUPERSEDED SURVEY CONTROL
 QT0347
 QT0347  NGVD 29 (??/??/92)  889.395  (m)         2917.96   (f) ADJ UNCH    1 2
 QT0347
 QT0347.Superseded values are not recommended for survey control.
 QT0347
 QT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0347.See file dsdata.pdf to determine how the superseded data were derived.
 QT0347
 QT0347_MARKER: DB = BENCH MARK DISK
 QT0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0347_STAMPING: Q 26 1934
 QT0347_MARK LOGO: CGS
 QT0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0347+STABILITY: SURFACE MOTION
 QT0347
 QT0347  HISTORY     - Date     Condition        Report By
 QT0347  HISTORY     - 1934     MONUMENTED       CGS
 QT0347
 QT0347                          STATION DESCRIPTION
 QT0347
 QT0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0347'2 MI N FROM BUFFALO.
 QT0347'2.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0347'COUNTY, ABOUT 122 YARDS WEST OF A FENCE CORNER, 80 YARDS
 QT0347'NORTHWEST OF A SMALL IRON CULVERT, 69 FEET NORTH OF THE
 QT0347'CENTERLINE OF THE HIGHWAY AND 8 FEET NORTH OF THE RIGHT-OF-WAY
 QT0347'FENCE.  A STANDARD DISK, STAMPED Q 26 1934 AND SET IN THE TOP
 QT0347'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0378 ***********************************************************************
 QR0378  DESIGNATION -  Q 27
 QR0378  PID         -  QR0378
 QR0378  STATE/COUNTY-  SD/WALWORTH
 QR0378  COUNTRY     -  US
 QR0378  USGS QUAD   -  JAVA SE (2017)
 QR0378
 QR0378                         *CURRENT SURVEY CONTROL
 QR0378  ______________________________________________________________________
 QR0378* NAD 83(1986) POSITION- 45 30 35.     (N) 099 51 57.     (W)   SCALED
 QR0378* NAVD 88 ORTHO HEIGHT -   630.877 (meters)     2069.80  (feet) ADJUSTED
 QR0378  ______________________________________________________________________
 QR0378  GEOID HEIGHT    -        -22.494 (meters)                     GEOID18
 QR0378  DYNAMIC HEIGHT  -        630.807 (meters)     2069.57  (feet) COMP
 QR0378  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 QR0378
 QR0378  VERT ORDER      -  FIRST     CLASS II
 QR0378
 QR0378.The horizontal coordinates were scaled from a map and have
 QR0378.an estimated accuracy of +/- 6 seconds.
 QR0378
 QR0378.The orthometric height was determined by differential leveling and
 QR0378.adjusted by the NATIONAL GEODETIC SURVEY
 QR0378.in June 1991.
 QR0378
 QR0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0378.GEOID18 height accuracy estimate available here.
 QR0378
 QR0378.Click photographs - Photos may exist for this station.
 QR0378
 QR0378.The dynamic height is computed by dividing the NAVD 88
 QR0378.geopotential number by the normal gravity value computed on the
 QR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0378.degrees latitude (g = 980.6199 gals.).
 QR0378
 QR0378.The modeled gravity was interpolated from observed gravity values.
 QR0378
 QR0378;                    North         East    Units  Estimated Accuracy
 QR0378;SPC SD N     -   186,300.      610,480.      MT  (+/- 180 meters Scaled)
 QR0378
 QR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR323399(NAD 83)
 QR0378
 QR0378                          SUPERSEDED SURVEY CONTROL
 QR0378
 QR0378  NGVD 29 (??/??/92)  630.49   (m)         2068.5    (f) COMPUTED    1 2
 QR0378
 QR0378.Superseded values are not recommended for survey control.
 QR0378
 QR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0378.See file dsdata.pdf to determine how the superseded data were derived.
 QR0378
 QR0378_MARKER: DB = BENCH MARK DISK
 QR0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0378_STAMPING: Q 27 1934
 QR0378_MARK LOGO: CGS
 QR0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0378+STABILITY: SURFACE MOTION
 QR0378
 QR0378  HISTORY     - Date     Condition        Report By
 QR0378  HISTORY     - 1934     MONUMENTED       CGS
 QR0378  HISTORY     - 1974     MARK NOT FOUND   NGS
 QR0378
 QR0378                          STATION DESCRIPTION
 QR0378
 QR0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0378'1 MI NE FROM JAVA.
 QR0378'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0378'AND PACIFIC RAILROAD FROM JAVA, WALWORTH COUNTY, 2 FEET SOUTH
 QR0378'OF MILEPOST 69, 45 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 QR0378'AND 10 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QR0378'DISK, STAMPED Q 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0378
 QR0378                          STATION RECOVERY (1974)
 QR0378
 QR0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0326 ***********************************************************************
 QS0326  DESIGNATION -  Q 28
 QS0326  PID         -  QS0326
 QS0326  STATE/COUNTY-  SD/CORSON
 QS0326  COUNTRY     -  US
 QS0326  USGS QUAD   -  WAKPALA SE (2017)
 QS0326
 QS0326                         *CURRENT SURVEY CONTROL
 QS0326  ______________________________________________________________________
 QS0326* NAD 83(1986) POSITION- 45 35 36.21   (N) 100 35 07.04   (W)   HD_HELD1
 QS0326* NAVD 88 ORTHO HEIGHT -   493.753 (meters)     1619.92  (feet) ADJUSTED
 QS0326  ______________________________________________________________________
 QS0326  GEOID HEIGHT    -        -21.571 (meters)                     GEOID18
 QS0326  DYNAMIC HEIGHT  -        493.716 (meters)     1619.80  (feet) COMP
 QS0326  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 QS0326
 QS0326  VERT ORDER      -  FIRST     CLASS II
 QS0326
 QS0326.The horizontal coordinates were determined by differentially corrected
 QS0326.hand held GPS observations or other comparable positioning techniques
 QS0326.and have an estimated accuracy of +/- 3 meters.
 QS0326
 QS0326.The orthometric height was determined by differential leveling and
 QS0326.adjusted by the NATIONAL GEODETIC SURVEY
 QS0326.in June 1991.
 QS0326
 QS0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0326.GEOID18 height accuracy estimate available here.
 QS0326
 QS0326.Click photographs - Photos may exist for this station.
 QS0326
 QS0326.The dynamic height is computed by dividing the NAVD 88
 QS0326.geopotential number by the normal gravity value computed on the
 QS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0326.degrees latitude (g = 980.6199 gals.).
 QS0326
 QS0326.The modeled gravity was interpolated from observed gravity values.
 QS0326
 QS0326;                    North         East    Units  Estimated Accuracy
 QS0326;SPC SD N     -   195,752.7     554,331.8     MT  (+/- 3 meters HH1 GPS) 
 QS0326
 QS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7635150094(NAD 83)
 QS0326
 QS0326                          SUPERSEDED SURVEY CONTROL
 QS0326
 QS0326  NGVD 29 (??/??/92)  493.383  (m)         1618.71   (f) ADJ UNCH    1 2
 QS0326
 QS0326.Superseded values are not recommended for survey control.
 QS0326
 QS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0326.See file dsdata.pdf to determine how the superseded data were derived.
 QS0326
 QS0326_MARKER: DB = BENCH MARK DISK
 QS0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0326_STAMPING: Q 28 1934
 QS0326_MARK LOGO: CGS
 QS0326_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0326+STABILITY: SURFACE MOTION
 QS0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0326+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0326
 QS0326  HISTORY     - Date     Condition        Report By
 QS0326  HISTORY     - 1934     MONUMENTED       CGS
 QS0326  HISTORY     - 19990623 GOOD             NGS
 QS0326
 QS0326                          STATION DESCRIPTION
 QS0326
 QS0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0326'7.9 MI W FROM MOREAU JUNCTION.
 QS0326'ABOUT 7.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0326'PACIFIC RAILROAD FROM MOREAU JUNCTION, CORSON COUNTY, ABOUT 51
 QS0326'YARDS WEST OF MILEPOST 8, AND ABOUT 35 YARDS SOUTHWEST OF THE
 QS0326'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 28 1934 AND
 QS0326'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 USGS REPORT --
 QS0326'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD HAS BEEN
 QS0326'MOVED ABOVE THE OAHE RESERVOIR.  MOREAU JUNCTION NO LONGER EXISTS.
 QS0326
 QS0326                          STATION RECOVERY (1999)
 QS0326
 QS0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0326'15.9 KM (9.85 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0326'MAIN STREET IN MOBRIDGE, THENCE 1.9 KM (1.20 MI) NORTHERLY ALONG A
 QS0326'GRAVELED ROAD, 181.9 M (596.8 FT) NORTHEAST OF THE ROAD CENTER, 135.4
 QS0326'M (444.2 FT) NORTHEAST OF A WITNESS POST AND FENCE, 31.7 M (104.0 FT)
 QS0326'SOUTHWEST OF A RAILROAD GRADE (TRACK REMOVED), 2.0 M (6.6 FT) BELOW
 QS0326'THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 QS0326'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON STATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0062 ***********************************************************************
 QS0062  DESIGNATION -  Q 294
 QS0062  PID         -  QS0062
 QS0062  STATE/COUNTY-  SD/CAMPBELL
 QS0062  COUNTRY     -  US
 QS0062  USGS QUAD   -  HERREID (2017)
 QS0062
 QS0062                         *CURRENT SURVEY CONTROL
 QS0062  ______________________________________________________________________
 QS0062* NAD 83(1986) POSITION- 45 48 19.     (N) 100 04 05.     (W)   SCALED
 QS0062* NAVD 88 ORTHO HEIGHT -   510.674 (meters)     1675.44  (feet) ADJUSTED
 QS0062  ______________________________________________________________________
 QS0062  GEOID HEIGHT    -        -22.190 (meters)                     GEOID18
 QS0062  DYNAMIC HEIGHT  -        510.641 (meters)     1675.33  (feet) COMP
 QS0062  MODELED GRAVITY -    980,536.3   (mgal)                       NAVD 88
 QS0062
 QS0062  VERT ORDER      -  FIRST     CLASS II
 QS0062
 QS0062.The horizontal coordinates were scaled from a map and have
 QS0062.an estimated accuracy of +/- 6 seconds.
 QS0062
 QS0062.The orthometric height was determined by differential leveling and
 QS0062.adjusted by the NATIONAL GEODETIC SURVEY
 QS0062.in July 1998.
 QS0062
 QS0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0062.GEOID18 height accuracy estimate available here.
 QS0062
 QS0062.Click photographs - Photos may exist for this station.
 QS0062
 QS0062.The dynamic height is computed by dividing the NAVD 88
 QS0062.geopotential number by the normal gravity value computed on the
 QS0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0062.degrees latitude (g = 980.6199 gals.).
 QS0062
 QS0062.The modeled gravity was interpolated from observed gravity values.
 QS0062
 QS0062;                    North         East    Units  Estimated Accuracy
 QS0062;SPC SD N     -   219,140.      594,710.      MT  (+/- 180 meters Scaled)
 QS0062
 QS0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170729(NAD 83)
 QS0062
 QS0062                          SUPERSEDED SURVEY CONTROL
 QS0062
 QS0062  NAVD 88 (06/15/91)  510.663  (m)         1675.40   (f) SUPERSEDED  1 2
 QS0062  NGVD 29 (??/??/92)  510.290  (m)         1674.18   (f) ADJ UNCH    1 2
 QS0062
 QS0062.Superseded values are not recommended for survey control.
 QS0062
 QS0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0062.See file dsdata.pdf to determine how the superseded data were derived.
 QS0062
 QS0062_MARKER: DB = BENCH MARK DISK
 QS0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0062_SP_SET: HEADWALL
 QS0062_STAMPING: Q 294 1940
 QS0062_MARK LOGO: CGS
 QS0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0062+STABILITY: SURFACE MOTION
 QS0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0062+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 QS0062
 QS0062  HISTORY     - Date     Condition        Report By
 QS0062  HISTORY     - 1940     MONUMENTED       CGS
 QS0062  HISTORY     - 1941     GOOD             CGS
 QS0062  HISTORY     - 19961023 GOOD             NGS
 QS0062
 QS0062                          STATION DESCRIPTION
 QS0062
 QS0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0062'2 MI S FROM HERREID.
 QS0062'ABOUT 2.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE MINNEAPOLIS,
 QS0062'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION AT HERREID,
 QS0062'CAMPBELL COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH
 QS0062'END OF THE WEST CONCRETE HEAD WALL, 19 FEET WEST OF THE CENTER
 QS0062'LINE OF THE HIGHWAY, AND 2.7 FEET NORTH OF A WHITE POST.  A
 QS0062'STANDARD DISK, STAMPED Q 294 1940.  NOTE-- THE MINNEAPOLIS, ST.
 QS0062'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 QS0062
 QS0062                          STATION RECOVERY (1941)
 QS0062
 QS0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0062'RECOVERED IN GOOD CONDITION.
 QS0062
 QS0062                          STATION RECOVERY (1996)
 QS0062
 QS0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0062'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0062'IN HERREID, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF THE
 QS0062'WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 397.0 M (1302.5
 QS0062'FT) NORTH OF MILEPOST 231, 4.6 M (15.1 FT) WEST OF THE HIGHWAY CENTER,
 QS0062'0.6 M (2.0 FT) NORTH OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE
 QS0062'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0537 ***********************************************************************
 PS0537  DESIGNATION -  Q 295
 PS0537  PID         -  PS0537
 PS0537  STATE/COUNTY-  SD/HYDE
 PS0537  COUNTRY     -  US
 PS0537  USGS QUAD   -  HOLABIRD (2017)
 PS0537
 PS0537                         *CURRENT SURVEY CONTROL
 PS0537  ______________________________________________________________________
 PS0537* NAD 83(1986) POSITION- 44 31 21.     (N) 099 32 33.     (W)   SCALED
 PS0537* NAVD 88 ORTHO HEIGHT -   558.493 (meters)     1832.32  (feet) ADJUSTED
 PS0537  ______________________________________________________________________
 PS0537  GEOID HEIGHT    -        -23.753 (meters)                     GEOID18
 PS0537  DYNAMIC HEIGHT  -        558.381 (meters)     1831.96  (feet) COMP
 PS0537  MODELED GRAVITY -    980,399.3   (mgal)                       NAVD 88
 PS0537
 PS0537  VERT ORDER      -  SECOND    CLASS 0
 PS0537
 PS0537.The horizontal coordinates were scaled from a map and have
 PS0537.an estimated accuracy of +/- 6 seconds.
 PS0537
 PS0537.The orthometric height was determined by differential leveling and
 PS0537.adjusted by the NATIONAL GEODETIC SURVEY
 PS0537.in June 1991.
 PS0537
 PS0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0537.GEOID18 height accuracy estimate available here.
 PS0537
 PS0537.Click photographs - Photos may exist for this station.
 PS0537
 PS0537.The dynamic height is computed by dividing the NAVD 88
 PS0537.geopotential number by the normal gravity value computed on the
 PS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0537.degrees latitude (g = 980.6199 gals.).
 PS0537
 PS0537.The modeled gravity was interpolated from observed gravity values.
 PS0537
 PS0537;                    North         East    Units  Estimated Accuracy
 PS0537;SPC SD N     -    76,690.      636,370.      MT  (+/- 180 meters Scaled)
 PS0537
 PS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ568300(NAD 83)
 PS0537
 PS0537                          SUPERSEDED SURVEY CONTROL
 PS0537
 PS0537  NGVD 29 (??/??/92)  558.131  (m)         1831.13   (f) ADJ UNCH    2 0
 PS0537
 PS0537.Superseded values are not recommended for survey control.
 PS0537
 PS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0537.See file dsdata.pdf to determine how the superseded data were derived.
 PS0537
 PS0537_MARKER: DB = BENCH MARK DISK
 PS0537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0537_SP_SET: CULVERT HEADWALL
 PS0537_STAMPING: Q 295 1940
 PS0537_MARK LOGO: CGS
 PS0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0537+STABILITY: SURFACE MOTION
 PS0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0537+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 PS0537
 PS0537  HISTORY     - Date     Condition        Report By
 PS0537  HISTORY     - 1940     MONUMENTED       CGS
 PS0537  HISTORY     - 19941130 GOOD             NGS
 PS0537
 PS0537                          STATION DESCRIPTION
 PS0537
 PS0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0537'2.7 MI E FROM HOLABIRD.
 PS0537'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0537'FROM THE STATION AT HOLABIRD, HYDE COUNTY, AT A SECTION-LINE
 PS0537'ROAD CROSSING, 22.7 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PS0537'AT TWIN-PIPE CULVERT 218 1/4, IN THE TOP OF THE SOUTH END OF
 PS0537'THE WEST CONCRETE PIPE, 8.8 FEET SOUTH OF THE SOUTH RAIL, AND
 PS0537'2.0 FEET EAST OF A WHITE REFERENCE POST.  A STANDARD DISK,
 PS0537'STAMPED Q 295 1940.
 PS0537
 PS0537                          STATION RECOVERY (1994)
 PS0537
 PS0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0537'7.2 KM (4.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0537'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG
 PS0537'A GRAVELED ROAD AND THEN A TRACK ROAD, IN TOP OF AND 0.3 M (1.0 FT)
 PS0537'NORTH OF SOUTH END OF THE WEST CONCRETE PIPE CULVERT UNDER THE DAKOTA,
 PS0537'MINNESOTA AND EASTERN RAILROAD, 6.1 M (20.0 FT) EAST OF THE ROAD
 PS0537'CENTER, 2.6 M (8.5 FT) SOUTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT)
 PS0537'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0554 ***********************************************************************
 OR0554  DESIGNATION -  Q 296
 OR0554  PID         -  OR0554
 OR0554  STATE/COUNTY-  SD/GREGORY
 OR0554  COUNTRY     -  US
 OR0554  USGS QUAD   -  HERRICK (2017)
 OR0554
 OR0554                         *CURRENT SURVEY CONTROL
 OR0554  ______________________________________________________________________
 OR0554* NAD 83(1986) POSITION- 43 06 56.     (N) 099 09 34.     (W)   SCALED
 OR0554* NAVD 88 ORTHO HEIGHT -   648.671 (meters)     2128.18  (feet) ADJUSTED
 OR0554  ______________________________________________________________________
 OR0554  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 OR0554  DYNAMIC HEIGHT  -        648.425 (meters)     2127.37  (feet) COMP
 OR0554  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 OR0554
 OR0554  VERT ORDER      -  SECOND    CLASS 0
 OR0554
 OR0554.The horizontal coordinates were scaled from a map and have
 OR0554.an estimated accuracy of +/- 6 seconds.
 OR0554
 OR0554.The orthometric height was determined by differential leveling and
 OR0554.adjusted by the NATIONAL GEODETIC SURVEY
 OR0554.in June 1991.
 OR0554
 OR0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0554.GEOID18 height accuracy estimate available here.
 OR0554
 OR0554.Click photographs - Photos may exist for this station.
 OR0554
 OR0554.The dynamic height is computed by dividing the NAVD 88
 OR0554.geopotential number by the normal gravity value computed on the
 OR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0554.degrees latitude (g = 980.6199 gals.).
 OR0554
 OR0554.The modeled gravity was interpolated from observed gravity values.
 OR0554
 OR0554;                    North         East    Units  Estimated Accuracy
 OR0554;SPC SD S     -    87,570.      695,530.      MT  (+/- 180 meters Scaled)
 OR0554
 OR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN870736(NAD 83)
 OR0554
 OR0554                          SUPERSEDED SURVEY CONTROL
 OR0554
 OR0554.No superseded survey control is available for this station.
 OR0554
 OR0554_MARKER: DB = BENCH MARK DISK
 OR0554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0554_SP_SET: CULVERT HEADWALL
 OR0554_STAMPING: Q 296 1940
 OR0554_MARK LOGO: CGS
 OR0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0554+STABILITY: SURFACE MOTION
 OR0554
 OR0554  HISTORY     - Date     Condition        Report By
 OR0554  HISTORY     - 1940     MONUMENTED       CGS
 OR0554  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0554
 OR0554                          STATION DESCRIPTION
 OR0554
 OR0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0554'1.5 MI SE FROM HERRICK.
 OR0554'ABOUT 1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0554'RAILWAY FROM THE STATION AT HERRICK, GREGORY COUNTY, ABOUT 282.8
 OR0554'FEET SOUTH OF THE CROSSING OF A SECTION-LINE ROAD, AT A CULVERT
 OR0554'UNDER THE ROAD, IN THE TOP OF THE WEST CONCRETE HEAD WALL, 12.5
 OR0554'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 2.8 FEET SOUTH
 OR0554'OF A WHITE REFERENCE POST.  A STANDARD DISK, STAMPED Q 296 1940.
 OR0554
 OR0554                          STATION RECOVERY (1962)
 OR0554
 OR0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0273 ***********************************************************************
 QS0273  DESIGNATION -  Q 298
 QS0273  PID         -  QS0273
 QS0273  STATE/COUNTY-  SD/DEWEY
 QS0273  COUNTRY     -  US
 QS0273  USGS QUAD   -  PROMISE (2017)
 QS0273
 QS0273                         *CURRENT SURVEY CONTROL
 QS0273  ______________________________________________________________________
 QS0273* NAD 83(1986) POSITION- 45 18 56.     (N) 100 36 16.     (W)   SCALED
 QS0273* NAVD 88 ORTHO HEIGHT -   501.409 (meters)     1645.04  (feet) ADJUSTED
 QS0273  ______________________________________________________________________
 QS0273  GEOID HEIGHT    -        -21.803 (meters)                     GEOID18
 QS0273  DYNAMIC HEIGHT  -        501.354 (meters)     1644.86  (feet) COMP
 QS0273  MODELED GRAVITY -    980,491.7   (mgal)                       NAVD 88
 QS0273
 QS0273  VERT ORDER      -  SECOND    CLASS 0
 QS0273
 QS0273.The horizontal coordinates were scaled from a map and have
 QS0273.an estimated accuracy of +/- 6 seconds.
 QS0273
 QS0273.The orthometric height was determined by differential leveling and
 QS0273.adjusted by the NATIONAL GEODETIC SURVEY
 QS0273.in June 1991.
 QS0273
 QS0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0273.GEOID18 height accuracy estimate available here.
 QS0273
 QS0273.Click photographs - Photos may exist for this station.
 QS0273
 QS0273.The dynamic height is computed by dividing the NAVD 88
 QS0273.geopotential number by the normal gravity value computed on the
 QS0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0273.degrees latitude (g = 980.6199 gals.).
 QS0273
 QS0273.The modeled gravity was interpolated from observed gravity values.
 QS0273
 QS0273;                    North         East    Units  Estimated Accuracy
 QS0273;SPC SD N     -   164,890.      552,610.      MT  (+/- 180 meters Scaled)
 QS0273
 QS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR742192(NAD 83)
 QS0273
 QS0273                          SUPERSEDED SURVEY CONTROL
 QS0273
 QS0273  NGVD 29 (??/??/92)  501.025  (m)         1643.78   (f) ADJ UNCH    2 0
 QS0273
 QS0273.Superseded values are not recommended for survey control.
 QS0273
 QS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0273.See file dsdata.pdf to determine how the superseded data were derived.
 QS0273
 QS0273_MARKER: DB = BENCH MARK DISK
 QS0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0273_STAMPING: Q 298 1940
 QS0273_MARK LOGO: CGS
 QS0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0273+STABILITY: SURFACE MOTION
 QS0273
 QS0273  HISTORY     - Date     Condition        Report By
 QS0273  HISTORY     - 1940     MONUMENTED       CGS
 QS0273
 QS0273                          STATION DESCRIPTION
 QS0273
 QS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0273'1 MI S FROM PROMISE.
 QS0273'ABOUT 1 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0273'PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY, AT
 QS0273'MILEPOST 14, 15 FEET EAST OF THE CENTER LINE OF THE TRACK, 5
 QS0273'FEET NORTH OF A POLE, AND 1 FOOT SOUTH OF A WHITE REFERENCE POST
 QS0273'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED Q 298 1940 AND
 QS0273'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT
 QS0273'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0498 ***********************************************************************
 OR0498  DESIGNATION -  Q 300
 OR0498  PID         -  OR0498
 OR0498  STATE/COUNTY-  SD/BRULE
 OR0498  COUNTRY     -  US
 OR0498  USGS QUAD   -  RED LAKE WEST (2017)
 OR0498
 OR0498                         *CURRENT SURVEY CONTROL
 OR0498  ______________________________________________________________________
 OR0498* NAD 83(1986) POSITION- 43 37 47.     (N) 099 16 17.     (W)   SCALED
 OR0498* NAVD 88 ORTHO HEIGHT -   537.250 (meters)     1762.63  (feet) ADJUSTED
 OR0498  ______________________________________________________________________
 OR0498  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 OR0498  DYNAMIC HEIGHT  -        537.085 (meters)     1762.09  (feet) COMP
 OR0498  MODELED GRAVITY -    980,295.7   (mgal)                       NAVD 88
 OR0498
 OR0498  VERT ORDER      -  SECOND    CLASS 0
 OR0498
 OR0498.The horizontal coordinates were scaled from a map and have
 OR0498.an estimated accuracy of +/- 6 seconds.
 OR0498
 OR0498.The orthometric height was determined by differential leveling and
 OR0498.adjusted by the NATIONAL GEODETIC SURVEY
 OR0498.in June 1991.
 OR0498
 OR0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0498.GEOID18 height accuracy estimate available here.
 OR0498
 OR0498.Click photographs - Photos may exist for this station.
 OR0498
 OR0498.The dynamic height is computed by dividing the NAVD 88
 OR0498.geopotential number by the normal gravity value computed on the
 OR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0498.degrees latitude (g = 980.6199 gals.).
 OR0498
 OR0498.The modeled gravity was interpolated from observed gravity values.
 OR0498
 OR0498;                    North         East    Units  Estimated Accuracy
 OR0498;SPC SD S     -   144,570.      685,690.      MT  (+/- 180 meters Scaled)
 OR0498
 OR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP781307(NAD 83)
 OR0498
 OR0498                          SUPERSEDED SURVEY CONTROL
 OR0498
 OR0498  NGVD 29 (??/??/92)  536.898  (m)         1761.47   (f) ADJ UNCH    2 0
 OR0498
 OR0498.Superseded values are not recommended for survey control.
 OR0498
 OR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0498.See file dsdata.pdf to determine how the superseded data were derived.
 OR0498
 OR0498_MARKER: DB = BENCH MARK DISK
 OR0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0498_STAMPING: Q 300 1945
 OR0498_MARK LOGO: CGS
 OR0498_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0498+STABILITY: SURFACE MOTION
 OR0498
 OR0498  HISTORY     - Date     Condition        Report By
 OR0498  HISTORY     - 1945     MONUMENTED       CGS
 OR0498  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0498  HISTORY     - 1984     MARK NOT FOUND   NGS
 OR0498
 OR0498                          STATION DESCRIPTION
 OR0498
 OR0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0498'14.9 MI SE FROM CHAMBERLAIN.
 OR0498'14.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0498'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0498'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0498'10.1 MILES SOUTH ALONG A GRAVEL ROAD, AND THENCE 2.0 MILES EAST
 OR0498'ALONG A GRADED DIRT ROAD.  IT IS AT THE INTERSECTION OF A
 OR0498'NORTH-AND-SOUTH DIRT ROAD, 48 FEET WEST OF THE CENTER LINE OF
 OR0498'THE NORTH-AND-SOUTH ROAD, 34 FEET NORTH OF THE CENTER LINE OF
 OR0498'THE EAST-AND-WEST ROAD, 12.6 FEET WEST OF A STEEL POST AT A
 OR0498'FENCE CORNER, 1 FOOT NORTH OF THE FENCE, 3 FEET EAST OF A WHITE
 OR0498'WOODEN WITNESS POST, AND LEVEL WITH THE EAST-AND-WEST ROAD,
 OR0498'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OR0498'GROUND.
 OR0498
 OR0498                          STATION RECOVERY (1974)
 OR0498
 OR0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0498'MARK NOT FOUND.
 OR0498
 OR0498                          STATION RECOVERY (1984)
 OR0498
 OR0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0498'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0691 ***********************************************************************
 OR0691  DESIGNATION -  Q 301
 OR0691  PID         -  OR0691
 OR0691  STATE/COUNTY-  SD/CHARLES MIX
 OR0691  COUNTRY     -  US
 OR0691  USGS QUAD   -  ACADEMY (2017)
 OR0691
 OR0691                         *CURRENT SURVEY CONTROL
 OR0691  ______________________________________________________________________
 OR0691* NAD 83(1986) POSITION- 43 24 47.     (N) 099 03 44.     (W)   SCALED
 OR0691* NAVD 88 ORTHO HEIGHT -   502.101 (meters)     1647.31  (feet) ADJUSTED
 OR0691  ______________________________________________________________________
 OR0691  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 OR0691  DYNAMIC HEIGHT  -        501.935 (meters)     1646.77  (feet) COMP
 OR0691  MODELED GRAVITY -    980,275.2   (mgal)                       NAVD 88
 OR0691
 OR0691  VERT ORDER      -  SECOND    CLASS 0
 OR0691
 OR0691.The horizontal coordinates were scaled from a map and have
 OR0691.an estimated accuracy of +/- 6 seconds.
 OR0691
 OR0691.The orthometric height was determined by differential leveling and
 OR0691.adjusted by the NATIONAL GEODETIC SURVEY
 OR0691.in June 1991.
 OR0691
 OR0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0691.GEOID18 height accuracy estimate available here.
 OR0691
 OR0691.Click photographs - Photos may exist for this station.
 OR0691
 OR0691.The dynamic height is computed by dividing the NAVD 88
 OR0691.geopotential number by the normal gravity value computed on the
 OR0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0691.degrees latitude (g = 980.6199 gals.).
 OR0691
 OR0691.The modeled gravity was interpolated from observed gravity values.
 OR0691
 OR0691;                    North         East    Units  Estimated Accuracy
 OR0691;SPC SD S     -   120,740.      702,940.      MT  (+/- 180 meters Scaled)
 OR0691
 OR0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP949066(NAD 83)
 OR0691
 OR0691                          SUPERSEDED SURVEY CONTROL
 OR0691
 OR0691  NGVD 29 (??/??/92)  501.751  (m)         1646.16   (f) ADJ UNCH    2 0
 OR0691
 OR0691.Superseded values are not recommended for survey control.
 OR0691
 OR0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0691.See file dsdata.pdf to determine how the superseded data were derived.
 OR0691
 OR0691_MARKER: DB = BENCH MARK DISK
 OR0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0691_STAMPING: Q 301 1945
 OR0691_MARK LOGO: CGS
 OR0691_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0691+STABILITY: SURFACE MOTION
 OR0691
 OR0691  HISTORY     - Date     Condition        Report By
 OR0691  HISTORY     - 1945     MONUMENTED       CGS
 OR0691
 OR0691                          STATION DESCRIPTION
 OR0691
 OR0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0691'4.1 MI SE FROM ACADEMY.
 OR0691'4.1 MILES SOUTHEAST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0691'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0691'THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 50, AND THENCE 3.0 MILES
 OR0691'SOUTH ALONG A GRADED DIRT ROAD.  IT IS AT THE INTERSECTION OF AN
 OR0691'EAST-AND-WEST GRADED DIRT ROAD, 54 FEET NORTH OF THE CENTER LINE
 OR0691'OF THE EAST-AND-WEST ROAD, 30 FEET EAST OF THE CENTER LINE OF THE
 OR0691'NORTH-AND-SOUTH ROAD, 12 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST
 OR0691'OF THE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND
 OR0691'ABOUT 2 FEET HIGHER THAN THE NORTH-AND-SOUTH ROAD, AND SET IN THE
 OR0691'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0466 ***********************************************************************
 OR0466  DESIGNATION -  Q 302
 OR0466  PID         -  OR0466
 OR0466  STATE/COUNTY-  SD/LYMAN
 OR0466  COUNTRY     -  US
 OR0466  USGS QUAD   -  IONA NW (2017)
 OR0466
 OR0466                         *CURRENT SURVEY CONTROL
 OR0466  ______________________________________________________________________
 OR0466* NAD 83(1986) POSITION- 43 38 56.     (N) 099 27 48.     (W)   SCALED
 OR0466* NAVD 88 ORTHO HEIGHT -   423.663 (meters)     1389.97  (feet) ADJUSTED
 OR0466  ______________________________________________________________________
 OR0466  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 OR0466  DYNAMIC HEIGHT  -        423.536 (meters)     1389.55  (feet) COMP
 OR0466  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 OR0466
 OR0466  VERT ORDER      -  SECOND    CLASS 0
 OR0466
 OR0466.The horizontal coordinates were scaled from a map and have
 OR0466.an estimated accuracy of +/- 6 seconds.
 OR0466
 OR0466.The orthometric height was determined by differential leveling and
 OR0466.adjusted by the NATIONAL GEODETIC SURVEY
 OR0466.in June 1991.
 OR0466
 OR0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0466.GEOID18 height accuracy estimate available here.
 OR0466
 OR0466.Click photographs - Photos may exist for this station.
 OR0466
 OR0466.The dynamic height is computed by dividing the NAVD 88
 OR0466.geopotential number by the normal gravity value computed on the
 OR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0466.degrees latitude (g = 980.6199 gals.).
 OR0466
 OR0466.The modeled gravity was interpolated from observed gravity values.
 OR0466
 OR0466;                    North         East    Units  Estimated Accuracy
 OR0466;SPC SD S     -   146,510.      670,180.      MT  (+/- 180 meters Scaled)
 OR0466
 OR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP626329(NAD 83)
 OR0466
 OR0466                          SUPERSEDED SURVEY CONTROL
 OR0466
 OR0466  NGVD 29 (??/??/92)  423.332  (m)         1388.88   (f) ADJ UNCH    2 0
 OR0466
 OR0466.Superseded values are not recommended for survey control.
 OR0466
 OR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0466.See file dsdata.pdf to determine how the superseded data were derived.
 OR0466
 OR0466_MARKER: DB = BENCH MARK DISK
 OR0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0466_STAMPING: Q 302 1945
 OR0466_MARK LOGO: CGS
 OR0466_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0466+STABILITY: SURFACE MOTION
 OR0466
 OR0466  HISTORY     - Date     Condition        Report By
 OR0466  HISTORY     - 1945     MONUMENTED       CGS
 OR0466
 OR0466                          STATION DESCRIPTION
 OR0466
 OR0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0466'7.9 MI N FROM IONA.
 OR0466'7.9 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0466'IONA, LYMAN COUNTY, 105 FEET NORTH OF THE NORTH END OF A GUARDRAIL,
 OR0466'120 FEET SOUTH OF THE SOUTH END OF A GUARDRAIL, 43 FEET EAST
 OR0466'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN
 OR0466'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  AN IRON BENCH
 OR0466'MARK DISK, STAMPED Q 302 1945 AND SET IN THE TOP OF A CONCRETE
 OR0466'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0163 ***********************************************************************
 QS0163  DESIGNATION -  Q 304
 QS0163  PID         -  QS0163
 QS0163  STATE/COUNTY-  SD/DEWEY
 QS0163  COUNTRY     -  US
 QS0163  USGS QUAD   -  MOREAU SE (2017)
 QS0163
 QS0163                         *CURRENT SURVEY CONTROL
 QS0163  ______________________________________________________________________
 QS0163* NAD 83(1986) POSITION- 45 20 06.     (N) 100 21 38.     (W)   SCALED
 QS0163* NAVD 88 ORTHO HEIGHT -   479.116 (meters)     1571.90  (feet) ADJUSTED
 QS0163  ______________________________________________________________________
 QS0163  GEOID HEIGHT    -        -22.024 (meters)                     GEOID18
 QS0163  DYNAMIC HEIGHT  -        479.062 (meters)     1571.72  (feet) COMP
 QS0163  MODELED GRAVITY -    980,489.3   (mgal)                       NAVD 88
 QS0163
 QS0163  VERT ORDER      -  SECOND    CLASS 0
 QS0163
 QS0163.The horizontal coordinates were scaled from a map and have
 QS0163.an estimated accuracy of +/- 6 seconds.
 QS0163
 QS0163.The orthometric height was determined by differential leveling and
 QS0163.adjusted by the NATIONAL GEODETIC SURVEY
 QS0163.in June 1991.
 QS0163
 QS0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0163.GEOID18 height accuracy estimate available here.
 QS0163
 QS0163.Click photographs - Photos may exist for this station.
 QS0163
 QS0163.The dynamic height is computed by dividing the NAVD 88
 QS0163.geopotential number by the normal gravity value computed on the
 QS0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0163.degrees latitude (g = 980.6199 gals.).
 QS0163
 QS0163.The modeled gravity was interpolated from observed gravity values.
 QS0163
 QS0163;                    North         East    Units  Estimated Accuracy
 QS0163;SPC SD N     -   166,930.      571,740.      MT  (+/- 180 meters Scaled)
 QS0163
 QS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR933210(NAD 83)
 QS0163
 QS0163                          SUPERSEDED SURVEY CONTROL
 QS0163
 QS0163  NGVD 29 (??/??/92)  478.752  (m)         1570.71   (f) ADJ UNCH    2 0
 QS0163
 QS0163.Superseded values are not recommended for survey control.
 QS0163
 QS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0163.See file dsdata.pdf to determine how the superseded data were derived.
 QS0163
 QS0163_MARKER: DB = BENCH MARK DISK
 QS0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0163_STAMPING: Q 304 1945
 QS0163_MARK LOGO: CGS
 QS0163_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0163+STABILITY: SURFACE MOTION
 QS0163
 QS0163  HISTORY     - Date     Condition        Report By
 QS0163  HISTORY     - 1945     MONUMENTED       CGS
 QS0163
 QS0163                          STATION DESCRIPTION
 QS0163
 QS0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0163'19.8 MI S FROM MOBRIDGE.
 QS0163'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0163'3.8 MILES WEST ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST 1.4
 QS0163'MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 9.3 MILES ALONG
 QS0163'A GRAVELED ROAD, THENCE SOUTHEAST 5.3 MILES ALONG A GRAVELED
 QS0163'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 3.9 MILES SOUTHEAST
 QS0163'OF THE CATHOLIC CHURCH AT MOREAU, ABOUT 90 YARDS WEST OF WOODEN
 QS0163'BRIDGE, 66.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET HIGHER THAN
 QS0163'CENTERLINE OF ROAD, 79.0 FEET EAST OF A TELEPHONE POLE, 1.0
 QS0163'FOOT EAST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED Q 304 1945
 QS0163'IS SET IN TOP OF CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0149 ***********************************************************************
 QS0149  DESIGNATION -  Q 305
 QS0149  PID         -  QS0149
 QS0149  STATE/COUNTY-  SD/DEWEY
 QS0149  COUNTRY     -  US
 QS0149  USGS QUAD   -  MOREAU (2017)
 QS0149
 QS0149                         *CURRENT SURVEY CONTROL
 QS0149  ______________________________________________________________________
 QS0149* NAD 83(1986) POSITION- 45 22 26.64   (N) 100 27 10.42   (W)   HD_HELD1
 QS0149* NAVD 88 ORTHO HEIGHT -   478.623 (meters)     1570.28  (feet) ADJUSTED
 QS0149  ______________________________________________________________________
 QS0149  GEOID HEIGHT    -        -21.892 (meters)                     GEOID18
 QS0149  DYNAMIC HEIGHT  -        478.576 (meters)     1570.13  (feet) COMP
 QS0149  MODELED GRAVITY -    980,503.9   (mgal)                       NAVD 88
 QS0149
 QS0149  VERT ORDER      -  SECOND    CLASS 0
 QS0149
 QS0149.The horizontal coordinates were determined by differentially corrected
 QS0149.hand held GPS observations or other comparable positioning techniques
 QS0149.and have an estimated accuracy of +/- 3 meters.
 QS0149
 QS0149.The orthometric height was determined by differential leveling and
 QS0149.adjusted by the NATIONAL GEODETIC SURVEY
 QS0149.in June 1991.
 QS0149
 QS0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0149.GEOID18 height accuracy estimate available here.
 QS0149
 QS0149.Click photographs - Photos may exist for this station.
 QS0149
 QS0149.The dynamic height is computed by dividing the NAVD 88
 QS0149.geopotential number by the normal gravity value computed on the
 QS0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0149.degrees latitude (g = 980.6199 gals.).
 QS0149
 QS0149.The modeled gravity was interpolated from observed gravity values.
 QS0149
 QS0149;                    North         East    Units  Estimated Accuracy
 QS0149;SPC SD N     -   171,311.6     564,525.6     MT  (+/- 3 meters HH1 GPS) 
 QS0149
 QS0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8623725532(NAD 83)
 QS0149
 QS0149                          SUPERSEDED SURVEY CONTROL
 QS0149
 QS0149  NGVD 29 (??/??/92)  478.263  (m)         1569.10   (f) ADJ UNCH    2 0
 QS0149
 QS0149.Superseded values are not recommended for survey control.
 QS0149
 QS0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0149.See file dsdata.pdf to determine how the superseded data were derived.
 QS0149
 QS0149_MARKER: DB = BENCH MARK DISK
 QS0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0149_STAMPING: Q 305 1945
 QS0149_MARK LOGO: CGS
 QS0149_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0149+STABILITY: SURFACE MOTION
 QS0149
 QS0149  HISTORY     - Date     Condition        Report By
 QS0149  HISTORY     - 1945     MONUMENTED       CGS
 QS0149
 QS0149                          STATION DESCRIPTION
 QS0149
 QS0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0149'10.4 MI NE FROM PROMISE.
 QS0149'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0149'RAILROAD STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A
 QS0149'DIRT ROAD, THENCE EASTERLY 8.5 MILES ALONG A GRAVELED ROAD TO SITE
 QS0149'OF MARK, BENCH MARK IS 35.0 FEET SOUTH OF AND ABOUT LEVEL WITH
 QS0149'THE CENTER LINE OF THE ROAD, 54.0 FEET EAST OF A TELEPHONE POLE
 QS0149'AND IN LINE WITH A ROW OF POLES ON THE SOUTH SIDE OF THE ROAD,
 QS0149'1.0 FOOT NORTH OF A FENCE AND 2.0 FEET WEST OF A 4 X 4 MARKER
 QS0149'POST.  AN IRON DISK STAMPED Q 305 1945, SET IN THE TOP OF A CONCRETE
 QS0149'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0121 ***********************************************************************
 QS0121  DESIGNATION -  Q 306
 QS0121  PID         -  QS0121
 QS0121  STATE/COUNTY-  SD/CORSON
 QS0121  COUNTRY     -  US
 QS0121  USGS QUAD   -  KENEL (2017)
 QS0121
 QS0121                         *CURRENT SURVEY CONTROL
 QS0121  ______________________________________________________________________
 QS0121* NAD 83(1986) POSITION- 45 50 00.     (N) 100 27 33.     (W)   SCALED
 QS0121* NAVD 88 ORTHO HEIGHT -   606.487 (meters)     1989.78  (feet) ADJUSTED
 QS0121  ______________________________________________________________________
 QS0121  GEOID HEIGHT    -        -21.662 (meters)                     GEOID18
 QS0121  DYNAMIC HEIGHT  -        606.447 (meters)     1989.65  (feet) COMP
 QS0121  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 QS0121
 QS0121  VERT ORDER      -  FIRST     CLASS II
 QS0121
 QS0121.The horizontal coordinates were scaled from a map and have
 QS0121.an estimated accuracy of +/- 6 seconds.
 QS0121
 QS0121.The orthometric height was determined by differential leveling and
 QS0121.adjusted by the NATIONAL GEODETIC SURVEY
 QS0121.in June 1991.
 QS0121
 QS0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0121.GEOID18 height accuracy estimate available here.
 QS0121
 QS0121.Click photographs - Photos may exist for this station.
 QS0121
 QS0121.The dynamic height is computed by dividing the NAVD 88
 QS0121.geopotential number by the normal gravity value computed on the
 QS0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0121.degrees latitude (g = 980.6199 gals.).
 QS0121
 QS0121.The modeled gravity was interpolated from observed gravity values.
 QS0121
 QS0121;                    North         East    Units  Estimated Accuracy
 QS0121;SPC SD N     -   222,360.      564,320.      MT  (+/- 180 meters Scaled)
 QS0121
 QS0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR866765(NAD 83)
 QS0121
 QS0121                          SUPERSEDED SURVEY CONTROL
 QS0121
 QS0121  NGVD 29 (??/??/92)  606.099  (m)         1988.51   (f) ADJ UNCH    1 2
 QS0121
 QS0121.Superseded values are not recommended for survey control.
 QS0121
 QS0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0121.See file dsdata.pdf to determine how the superseded data were derived.
 QS0121
 QS0121_MARKER: DB = BENCH MARK DISK
 QS0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0121_SP_SET: BUILDING
 QS0121_STAMPING: Q 306 1945
 QS0121_MARK LOGO: CGS
 QS0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0121
 QS0121  HISTORY     - Date     Condition        Report By
 QS0121  HISTORY     - 1945     MONUMENTED       CGS
 QS0121  HISTORY     - 1949     GOOD             CGS
 QS0121
 QS0121                          STATION DESCRIPTION
 QS0121
 QS0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0121'15.5 MI NE FROM WAKPALA.
 QS0121'FROM THE HIGH SCHOOL AT WAKPALA, SOUTH DAKOTA, GO 2.5 MILES EAST
 QS0121'ALONG A GRADED DIRT ROAD, THENCE 13.0 MILES NORTH TO A SCHOOL
 QS0121'BUILDING.  A BRONZE DISK SET IN THE CONCRETE BASE PROJECTING 1.0
 QS0121'FOOT ABOVE THE GROUND, 68.6 FEET WEST OF THE CENTER LINE OF THE
 QS0121'ROAD.  AT THE EAST ENTRANCE.  STAMPED Q306 1945.
 QS0121
 QS0121                          STATION RECOVERY (1949)
 QS0121
 QS0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0335 ***********************************************************************
 QS0335  DESIGNATION -  Q 307
 QS0335  PID         -  QS0335
 QS0335  STATE/COUNTY-  SD/CORSON
 QS0335  COUNTRY     -  US
 QS0335  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0335
 QS0335                         *CURRENT SURVEY CONTROL
 QS0335  ______________________________________________________________________
 QS0335* NAD 83(1986) POSITION- 45 48 11.     (N) 100 45 58.     (W)   SCALED
 QS0335* NAVD 88 ORTHO HEIGHT -   600.543 (meters)     1970.28  (feet) ADJUSTED
 QS0335  ______________________________________________________________________
 QS0335  GEOID HEIGHT    -        -21.179 (meters)                     GEOID18
 QS0335  DYNAMIC HEIGHT  -        600.494 (meters)     1970.12  (feet) COMP
 QS0335  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 QS0335
 QS0335  VERT ORDER      -  SECOND    CLASS 0
 QS0335
 QS0335.The horizontal coordinates were scaled from a map and have
 QS0335.an estimated accuracy of +/- 6 seconds.
 QS0335
 QS0335.The orthometric height was determined by differential leveling and
 QS0335.adjusted by the NATIONAL GEODETIC SURVEY
 QS0335.in June 1991.
 QS0335
 QS0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0335.GEOID18 height accuracy estimate available here.
 QS0335
 QS0335.Click photographs - Photos may exist for this station.
 QS0335
 QS0335.The dynamic height is computed by dividing the NAVD 88
 QS0335.geopotential number by the normal gravity value computed on the
 QS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0335.degrees latitude (g = 980.6199 gals.).
 QS0335
 QS0335.The modeled gravity was interpolated from observed gravity values.
 QS0335
 QS0335;                    North         East    Units  Estimated Accuracy
 QS0335;SPC SD N     -   219,170.      540,440.      MT  (+/- 180 meters Scaled)
 QS0335
 QS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR627736(NAD 83)
 QS0335
 QS0335                          SUPERSEDED SURVEY CONTROL
 QS0335
 QS0335  NGVD 29 (??/??/92)  600.128  (m)         1968.92   (f) ADJ UNCH    2 0
 QS0335
 QS0335.Superseded values are not recommended for survey control.
 QS0335
 QS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0335.See file dsdata.pdf to determine how the superseded data were derived.
 QS0335
 QS0335_MARKER: DB = BENCH MARK DISK
 QS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0335_STAMPING: Q 307 1945
 QS0335_MARK LOGO: CGS
 QS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0335+STABILITY: SURFACE MOTION
 QS0335
 QS0335  HISTORY     - Date     Condition        Report By
 QS0335  HISTORY     - 1945     MONUMENTED       CGS
 QS0335
 QS0335                          STATION DESCRIPTION
 QS0335
 QS0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0335'2.4 MI SE FROM MC LAUGHLIN.
 QS0335'2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0335'PACIFIC RAILROAD FROM THE STATION AT MC LAUGHLIN, CORSON COUNTY,
 QS0335'17 FEET SOUTHEAST OF THE SIXTH POLE NORTHWEST OF MILEPOST 833,
 QS0335'48.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 1 FOOT NORTH OF
 QS0335'THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 QS0335'AND ABOUT 8 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0335'Q 307 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 QS0335'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0248 ***********************************************************************
 QS0248  DESIGNATION -  Q 308
 QS0248  PID         -  QS0248
 QS0248  STATE/COUNTY-  SD/DEWEY
 QS0248  COUNTRY     -  US
 QS0248  USGS QUAD   -  PATCH SKIN BUTTES SW (2017)
 QS0248
 QS0248                         *CURRENT SURVEY CONTROL
 QS0248  ______________________________________________________________________
 QS0248* NAD 83(1986) POSITION- 45 07 14.     (N) 100 29 49.     (W)   SCALED
 QS0248* NAVD 88 ORTHO HEIGHT -   626.482 (meters)     2055.38  (feet) ADJUSTED
 QS0248  ______________________________________________________________________
 QS0248  GEOID HEIGHT    -        -22.247 (meters)                     GEOID18
 QS0248  DYNAMIC HEIGHT  -        626.382 (meters)     2055.05  (feet) COMP
 QS0248  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 QS0248
 QS0248  VERT ORDER      -  SECOND    CLASS 0
 QS0248
 QS0248.The horizontal coordinates were scaled from a map and have
 QS0248.an estimated accuracy of +/- 6 seconds.
 QS0248
 QS0248.The orthometric height was determined by differential leveling and
 QS0248.adjusted by the NATIONAL GEODETIC SURVEY
 QS0248.in June 1991.
 QS0248
 QS0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0248.GEOID18 height accuracy estimate available here.
 QS0248
 QS0248.Click photographs - Photos may exist for this station.
 QS0248
 QS0248.The dynamic height is computed by dividing the NAVD 88
 QS0248.geopotential number by the normal gravity value computed on the
 QS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0248.degrees latitude (g = 980.6199 gals.).
 QS0248
 QS0248.The modeled gravity was interpolated from observed gravity values.
 QS0248
 QS0248;                    North         East    Units  Estimated Accuracy
 QS0248;SPC SD N     -   143,160.      560,900.      MT  (+/- 180 meters Scaled)
 QS0248
 QS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ822974(NAD 83)
 QS0248
 QS0248                          SUPERSEDED SURVEY CONTROL
 QS0248
 QS0248  NGVD 29 (??/??/92)  626.08   (m)         2054.1    (f) COMPUTED    2 0
 QS0248
 QS0248.Superseded values are not recommended for survey control.
 QS0248
 QS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0248.See file dsdata.pdf to determine how the superseded data were derived.
 QS0248
 QS0248_MARKER: DB = BENCH MARK DISK
 QS0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0248_STAMPING: Q 308 1945
 QS0248_MARK LOGO: CGS
 QS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0248+STABILITY: SURFACE MOTION
 QS0248
 QS0248  HISTORY     - Date     Condition        Report By
 QS0248  HISTORY     - 1945     MONUMENTED       CGS
 QS0248  HISTORY     - 19960518 MARK NOT FOUND   NGS
 QS0248
 QS0248                          STATION DESCRIPTION
 QS0248
 QS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0248'0.3 MI N FROM LA PLANT.
 QS0248'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0248'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0248'THENCE ABOUT 8.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, 50 FEET
 QS0248'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49-1/2 FEET WEST OF
 QS0248'A POLE, IN LINE WITH A ROW OF POLES, 1 FOOT NORTH OF A FENCE,
 QS0248'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND 1 FOOT WEST OF A WHITE
 QS0248'WOODEN WITNESS POST.  AN IRON BENCH-MARK DISK, STAMPED Q 308 1945
 QS0248'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 QS0248'ABOVE GROUND.
 QS0248
 QS0248                          STATION RECOVERY (1996)
 QS0248
 QS0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0248'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0101 ***********************************************************************
 PT0101  DESIGNATION -  Q 309 RESET
 PT0101  PID         -  PT0101
 PT0101  STATE/COUNTY-  SD/SULLY
 PT0101  COUNTRY     -  US
 PT0101  USGS QUAD   -  AGAR SW (2017)
 PT0101
 PT0101                         *CURRENT SURVEY CONTROL
 PT0101  ______________________________________________________________________
 PT0101* NAD 83(1986) POSITION- 44 50 19.     (N) 100 08 31.     (W)   SCALED
 PT0101* NAVD 88 ORTHO HEIGHT -   573.31  (+/-2cm)     1880.9   (feet) VERTCON3
 PT0101  ______________________________________________________________________
 PT0101  GEOID HEIGHT    -        -22.768 (meters)                     GEOID18
 PT0101  VERT ORDER      -  THIRD (See Below)
 PT0101
 PT0101.The horizontal coordinates were scaled from a map and have
 PT0101.an estimated accuracy of +/- 6 seconds.
 PT0101
 PT0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0101
 PT0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0101.GEOID18 height accuracy estimate available here.
 PT0101
 PT0101.The vertical order pertains to the NGVD 29 superseded value.
 PT0101
 PT0101.Click photographs - Photos may exist for this station.
 PT0101
 PT0101;                    North         East    Units  Estimated Accuracy
 PT0101;SPC SD N     -   111,720.      588,780.      MT  (+/- 180 meters Scaled)
 PT0101
 PT0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ097656(NAD 83)
 PT0101
 PT0101                          SUPERSEDED SURVEY CONTROL
 PT0101
 PT0101  NGVD 29 (??/??/??)  572.94   (m)         1879.7    (f) RESET       3  
 PT0101
 PT0101.Superseded values are not recommended for survey control.
 PT0101
 PT0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0101.See file dsdata.pdf to determine how the superseded data were derived.
 PT0101
 PT0101_MARKER: DB = BENCH MARK DISK
 PT0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0101_STAMPING: Q 309 RESET 1970
 PT0101_MARK LOGO: CGS
 PT0101_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0101+STABILITY: SURFACE MOTION
 PT0101
 PT0101  HISTORY     - Date     Condition        Report By
 PT0101  HISTORY     - 1970     MONUMENTED       NGS
 PT0101
 PT0101                          STATION DESCRIPTION
 PT0101
 PT0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0101'3.3 MI W FROM AGAR.
 PT0101'3.3 MILES WEST ALONG COUNTY ROAD FROM THE RAILROAD STATION IN
 PT0101'AGAR TO A GRADED CROSSROAD, 65 FEET SOUTH OF CENTER OF COUNTY
 PT0101'ROAD, 36 FEET EAST OF CENTER OF NORTH-SOUTH ROAD, 1.3 FEET SOUTH
 PT0101'OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE
 PT0101'MONUMENT WHICH PROJECTS 3-INCHES.  THE DISK WAS REMOVED FROM
 PT0101'BENCH MARK Q 309 AT THIS TIME.  NEAR CORNER OF SECTIONS 19,
 PT0101'20, 29, 30, T 116 N, R 77 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0019 ***********************************************************************
 QS0019  DESIGNATION -  Q 311
 QS0019  PID         -  QS0019
 QS0019  STATE/COUNTY-  SD/CAMPBELL
 QS0019  COUNTRY     -  US
 QS0019  USGS QUAD   -  POLLOCK (2017)
 QS0019
 QS0019                         *CURRENT SURVEY CONTROL
 QS0019  ______________________________________________________________________
 QS0019* NAD 83(1986) POSITION- 45 53 03.65   (N) 100 18 24.95   (W)   HD_HELD1
 QS0019* NAVD 88 ORTHO HEIGHT -   505.653 (meters)     1658.96  (feet) ADJUSTED
 QS0019  ______________________________________________________________________
 QS0019  GEOID HEIGHT    -        -21.867 (meters)                     GEOID18
 QS0019  DYNAMIC HEIGHT  -        505.626 (meters)     1658.87  (feet) COMP
 QS0019  MODELED GRAVITY -    980,546.5   (mgal)                       NAVD 88
 QS0019
 QS0019  VERT ORDER      -  FIRST     CLASS II
 QS0019
 QS0019.The horizontal coordinates were determined by differentially corrected
 QS0019.hand held GPS observations or other comparable positioning techniques
 QS0019.and have an estimated accuracy of +/- 3 meters.
 QS0019
 QS0019.The orthometric height was determined by differential leveling and
 QS0019.adjusted by the NATIONAL GEODETIC SURVEY
 QS0019.in June 1991.
 QS0019
 QS0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0019.GEOID18 height accuracy estimate available here.
 QS0019
 QS0019.Click photographs - Photos may exist for this station.
 QS0019
 QS0019.The dynamic height is computed by dividing the NAVD 88
 QS0019.geopotential number by the normal gravity value computed on the
 QS0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0019.degrees latitude (g = 980.6199 gals.).
 QS0019
 QS0019.The modeled gravity was interpolated from observed gravity values.
 QS0019
 QS0019;                    North         East    Units  Estimated Accuracy
 QS0019;SPC SD N     -   227,971.8     576,173.6     MT  (+/- 3 meters HH1 GPS) 
 QS0019
 QS0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9859082028(NAD 83)
 QS0019
 QS0019                          SUPERSEDED SURVEY CONTROL
 QS0019
 QS0019  NGVD 29 (??/??/92)  505.271  (m)         1657.71   (f) ADJ UNCH    1 2
 QS0019
 QS0019.Superseded values are not recommended for survey control.
 QS0019
 QS0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0019.See file dsdata.pdf to determine how the superseded data were derived.
 QS0019
 QS0019_MARKER: DB = BENCH MARK DISK
 QS0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0019_STAMPING: Q 311 1945
 QS0019_MARK LOGO: CGS
 QS0019_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0019+STABILITY: SURFACE MOTION
 QS0019
 QS0019  HISTORY     - Date     Condition        Report By
 QS0019  HISTORY     - 1945     MONUMENTED       CGS
 QS0019  HISTORY     - 1949     GOOD             CGS
 QS0019  HISTORY     - 1964     GOOD             USGS
 QS0019
 QS0019                          STATION DESCRIPTION
 QS0019
 QS0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0019'3.8 MI SW FROM POLLOCK.
 QS0019'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM R.R. STATION AT
 QS0019'POLLOCK, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0
 QS0019'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES WEST ALONG
 QS0019'A GRAVELED ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QS0019'2.5 FEET NORTHWEST OF A FENCE CORNER POST, 2.4 FEET EAST OF A
 QS0019'REFERENCE POST, 1.5 FEET WEST OF A FENCE LINE, AND SET IN THE
 QS0019'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 QS0019'NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY
 QS0019'0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0019
 QS0019                          STATION RECOVERY (1964)
 QS0019
 QS0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0426 ***********************************************************************
 PS0426  DESIGNATION -  Q 312
 PS0426  PID         -  PS0426
 PS0426  STATE/COUNTY-  SD/HUGHES
 PS0426  COUNTRY     -  US
 PS0426  USGS QUAD   -  DE GREY (2017)
 PS0426
 PS0426                         *CURRENT SURVEY CONTROL
 PS0426  ______________________________________________________________________
 PS0426* NAD 83(1986) POSITION- 44 16 49.88   (N) 099 57 49.56   (W)   HD_HELD1
 PS0426* NAVD 88 ORTHO HEIGHT -   447.764 (meters)     1469.04  (feet) ADJUSTED
 PS0426  ______________________________________________________________________
 PS0426  GEOID HEIGHT    -        -23.892 (meters)                     GEOID18
 PS0426  DYNAMIC HEIGHT  -        447.676 (meters)     1468.75  (feet) COMP
 PS0426  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 PS0426
 PS0426  VERT ORDER      -  FIRST     CLASS II
 PS0426
 PS0426.The horizontal coordinates were determined by differentially corrected
 PS0426.hand held GPS observations or other comparable positioning techniques
 PS0426.and have an estimated accuracy of +/- 3 meters.
 PS0426
 PS0426.The orthometric height was determined by differential leveling and
 PS0426.adjusted by the NATIONAL GEODETIC SURVEY
 PS0426.in June 1991.
 PS0426
 PS0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0426.GEOID18 height accuracy estimate available here.
 PS0426
 PS0426.Click photographs - Photos may exist for this station.
 PS0426
 PS0426.The dynamic height is computed by dividing the NAVD 88
 PS0426.geopotential number by the normal gravity value computed on the
 PS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0426.degrees latitude (g = 980.6199 gals.).
 PS0426
 PS0426.The modeled gravity was interpolated from observed gravity values.
 PS0426
 PS0426;                    North         East    Units  Estimated Accuracy
 PS0426;SPC SD S     -   216,389.2     629,500.6     MT  (+/- 3 meters HH1 GPS) 
 PS0426
 PS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2309503482(NAD 83)
 PS0426
 PS0426                          SUPERSEDED SURVEY CONTROL
 PS0426
 PS0426  NGVD 29 (??/??/92)  447.429  (m)         1467.94   (f) ADJ UNCH    1 2
 PS0426
 PS0426.Superseded values are not recommended for survey control.
 PS0426
 PS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0426.See file dsdata.pdf to determine how the superseded data were derived.
 PS0426
 PS0426_MARKER: DB = BENCH MARK DISK
 PS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0426_STAMPING: Q 312 1946
 PS0426_MARK LOGO: CGS
 PS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0426+STABILITY: SURFACE MOTION
 PS0426
 PS0426  HISTORY     - Date     Condition        Report By
 PS0426  HISTORY     - 1946     MONUMENTED       CGS
 PS0426  HISTORY     - 1949     GOOD             CGS
 PS0426
 PS0426                          STATION DESCRIPTION
 PS0426
 PS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0426'2.3 MI W FROM DE GREY.
 PS0426'2.3 MILES WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0426'AT DE GREY, HUGHES COUNTY, AT DE GREY SCHOOL, 51 FEET
 PS0426'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, IN THE
 PS0426'NORTHEAST CORNER OF THE SCHOOLYARD, 36 FEET SOUTH OF THE
 PS0426'CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF A STEEL POST
 PS0426'AT A FENCE CORNER, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 PS0426'POST.  A STANDARD DISK, STAMPED Q 312 1946 AND SET IN THE TOP
 PS0426'OF A CONCRETE POST.
 PS0426
 PS0426                          STATION RECOVERY (1949)
 PS0426
 PS0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0095 ***********************************************************************
 PT0095  DESIGNATION -  Q 313 RESET
 PT0095  PID         -  PT0095
 PT0095  STATE/COUNTY-  SD/SULLY
 PT0095  COUNTRY     -  US
 PT0095  USGS QUAD   -  AGAR SW (2017)
 PT0095
 PT0095                         *CURRENT SURVEY CONTROL
 PT0095  ______________________________________________________________________
 PT0095* NAD 83(1986) POSITION- 44 50 18.     (N) 100 13 26.     (W)   SCALED
 PT0095* NAVD 88 ORTHO HEIGHT -   570.02  (+/-2cm)     1870.1   (feet) VERTCON3
 PT0095  ______________________________________________________________________
 PT0095  GEOID HEIGHT    -        -22.716 (meters)                     GEOID18
 PT0095  VERT ORDER      -  THIRD (See Below)
 PT0095
 PT0095.The horizontal coordinates were scaled from a map and have
 PT0095.an estimated accuracy of +/- 6 seconds.
 PT0095
 PT0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0095
 PT0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0095.GEOID18 height accuracy estimate available here.
 PT0095
 PT0095.The vertical order pertains to the NGVD 29 superseded value.
 PT0095
 PT0095.Click photographs - Photos may exist for this station.
 PT0095
 PT0095;                    North         East    Units  Estimated Accuracy
 PT0095;SPC SD N     -   111,700.      582,300.      MT  (+/- 180 meters Scaled)
 PT0095
 PT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ032657(NAD 83)
 PT0095
 PT0095                          SUPERSEDED SURVEY CONTROL
 PT0095
 PT0095  NGVD 29 (??/??/??)  569.65   (m)         1868.9    (f) RESET       3  
 PT0095
 PT0095.Superseded values are not recommended for survey control.
 PT0095
 PT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0095.See file dsdata.pdf to determine how the superseded data were derived.
 PT0095
 PT0095_MARKER: DB = BENCH MARK DISK
 PT0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0095_SP_SET: BUILDING
 PT0095_STAMPING: Q 313 RESET 1970
 PT0095_MARK LOGO: CGS
 PT0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0095
 PT0095  HISTORY     - Date     Condition        Report By
 PT0095  HISTORY     - 1970     MONUMENTED       NGS
 PT0095
 PT0095                          STATION DESCRIPTION
 PT0095
 PT0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0095'7.3 MI W FROM AGAR.
 PT0095'7.3 MILES WEST ALONG COUNTY ROAD FROM THE RAILROAD STATION IN
 PT0095'AGAR TO A CROSSROAD INTERSECTION, AND A STEEL QUONSET BUILDING
 PT0095'USED AS A COMMUNITY HALL IN THE NORTHWEST CORNER OF THE INTERSECTION.
 PT0095'THE MARK IS SET IN A DRILLED HOLE IN A CONCRETE SLAB IN FRONT
 PT0095'OF A DOOR NEAR THE SOUTHWEST CORNER OF THE BUILDING, 172 FEET
 PT0095'WEST OF THE CENTER OF GRADED SECTION LINE ROAD NORTH, 120 FEET
 PT0095'NORTH OF CENTER OF EAST-WEST ROAD, 12.5 FEET EAST OF SOUTHWEST
 PT0095'CORNER OF BUILDING, AND 1.5 FEET SOUTHWEST OF THE DOOR.  NEAR
 PT0095'CORNER OF SECTIONS 21, 22, 27, 28, T 116 N, R 78 W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0488 ***********************************************************************
 PS0488  DESIGNATION -  Q 315
 PS0488  PID         -  PS0488
 PS0488  STATE/COUNTY-  SD/HUGHES
 PS0488  COUNTRY     -  US
 PS0488  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 PS0488
 PS0488                         *CURRENT SURVEY CONTROL
 PS0488  ______________________________________________________________________
 PS0488* NAD 83(1986) POSITION- 44 18 33.     (N) 099 44 40.     (W)   SCALED
 PS0488* NAVD 88 ORTHO HEIGHT -   572.155 (meters)     1877.15  (feet) ADJUSTED
 PS0488  ______________________________________________________________________
 PS0488  GEOID HEIGHT    -        -23.949 (meters)                     GEOID18
 PS0488  DYNAMIC HEIGHT  -        572.028 (meters)     1876.73  (feet) COMP
 PS0488  MODELED GRAVITY -    980,377.8   (mgal)                       NAVD 88
 PS0488
 PS0488  VERT ORDER      -  SECOND    CLASS 0
 PS0488
 PS0488.The horizontal coordinates were scaled from a map and have
 PS0488.an estimated accuracy of +/- 6 seconds.
 PS0488
 PS0488.The orthometric height was determined by differential leveling and
 PS0488.adjusted by the NATIONAL GEODETIC SURVEY
 PS0488.in June 1991.
 PS0488
 PS0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0488.GEOID18 height accuracy estimate available here.
 PS0488
 PS0488.Click photographs - Photos may exist for this station.
 PS0488
 PS0488.The dynamic height is computed by dividing the NAVD 88
 PS0488.geopotential number by the normal gravity value computed on the
 PS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0488.degrees latitude (g = 980.6199 gals.).
 PS0488
 PS0488.The modeled gravity was interpolated from observed gravity values.
 PS0488
 PS0488;                    North         East    Units  Estimated Accuracy
 PS0488;SPC SD S     -   219,670.      646,990.      MT  (+/- 180 meters Scaled)
 PS0488
 PS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ406064(NAD 83)
 PS0488
 PS0488                          SUPERSEDED SURVEY CONTROL
 PS0488
 PS0488  NGVD 29 (??/??/92)  571.805  (m)         1876.00   (f) ADJ UNCH    2 0
 PS0488
 PS0488.Superseded values are not recommended for survey control.
 PS0488
 PS0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0488.See file dsdata.pdf to determine how the superseded data were derived.
 PS0488
 PS0488_MARKER: DB = BENCH MARK DISK
 PS0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0488_STAMPING: Q 315 1946
 PS0488_MARK LOGO: CGS
 PS0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0488+STABILITY: SURFACE MOTION
 PS0488
 PS0488  HISTORY     - Date     Condition        Report By
 PS0488  HISTORY     - 1946     MONUMENTED       CGS
 PS0488  HISTORY     - 1966     POOR             USGS
 PS0488
 PS0488                          STATION DESCRIPTION
 PS0488
 PS0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0488'10.1 MI NE FROM DE GREY.
 PS0488'10.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0488'AT DE GREY, HUGHES COUNTY, 6.0 MILES EAST OF GIDDINGS SCHOOL,
 PS0488'NEAR A SECTION CORNER, 41 FEET SOUTH OF THE CENTER LINE OF THE
 PS0488'HIGHWAY, 7 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF THE
 PS0488'FENCE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 PS0488'STANDARD DISK, STAMPED Q 315 1946 AND SET IN THE TOP OF A
 PS0488'CONCRETE POST.  NOTE-- THIS MARK IS SET IN A LOW DRAIN AREA
 PS0488'CONSISTING OF PIERRE MARINE SHALE AND IT IS NOT STABLE.
 PS0488
 PS0488                          STATION RECOVERY (1966)
 PS0488
 PS0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0488'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0413 ***********************************************************************
 OR0413  DESIGNATION -  Q 317
 OR0413  PID         -  OR0413
 OR0413  STATE/COUNTY-  SD/BRULE
 OR0413  COUNTRY     -  US
 OR0413  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0413
 OR0413                         *CURRENT SURVEY CONTROL
 OR0413  ______________________________________________________________________
 OR0413* NAD 83(1986) POSITION- 43 48 20.     (N) 099 21 10.     (W)   SCALED
 OR0413* NAVD 88 ORTHO HEIGHT -   407.872 (meters)     1338.16  (feet) ADJUSTED
 OR0413  ______________________________________________________________________
 OR0413  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 OR0413  DYNAMIC HEIGHT  -        407.765 (meters)     1337.81  (feet) COMP
 OR0413  MODELED GRAVITY -    980,345.4   (mgal)                       NAVD 88
 OR0413
 OR0413  VERT ORDER      -  FIRST     CLASS II
 OR0413
 OR0413.The horizontal coordinates were scaled from a map and have
 OR0413.an estimated accuracy of +/- 6 seconds.
 OR0413
 OR0413.The orthometric height was determined by differential leveling and
 OR0413.adjusted by the NATIONAL GEODETIC SURVEY
 OR0413.in June 1991.
 OR0413
 OR0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0413.GEOID18 height accuracy estimate available here.
 OR0413
 OR0413.Click photographs - Photos may exist for this station.
 OR0413
 OR0413.The dynamic height is computed by dividing the NAVD 88
 OR0413.geopotential number by the normal gravity value computed on the
 OR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0413.degrees latitude (g = 980.6199 gals.).
 OR0413
 OR0413.The modeled gravity was interpolated from observed gravity values.
 OR0413
 OR0413;                    North         East    Units  Estimated Accuracy
 OR0413;SPC SD S     -   164,020.      678,890.      MT  (+/- 180 meters Scaled)
 OR0413
 OR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP716503(NAD 83)
 OR0413
 OR0413                          SUPERSEDED SURVEY CONTROL
 OR0413
 OR0413  NGVD 29 (??/??/92)  407.543  (m)         1337.08   (f) ADJ UNCH    1 2
 OR0413
 OR0413.Superseded values are not recommended for survey control.
 OR0413
 OR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0413.See file dsdata.pdf to determine how the superseded data were derived.
 OR0413
 OR0413_MARKER: DB = BENCH MARK DISK
 OR0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0413_STAMPING: Q 317 1946
 OR0413_MARK LOGO: CGS
 OR0413_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0413+STABILITY: SURFACE MOTION
 OR0413
 OR0413  HISTORY     - Date     Condition        Report By
 OR0413  HISTORY     - 1946     MONUMENTED       CGS
 OR0413  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0413  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0413
 OR0413                          STATION DESCRIPTION
 OR0413
 OR0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0413'2.1 MI E FROM OACOMA.
 OR0413'2.1 MILES EAST TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0413'PACIFIC RAILROAD STATION AT OACOMA GO SOUTH TWO BLOCKS, THENCE
 OR0413'EAST 2.1 MILES ALONG U.S. HIGHWAY NO. 16 TO SITE OF MARK, BENCH
 OR0413'MARK IS ABOUT 165 YARDS EAST OF THE BRULE-LYMAN COUNTY LINE,
 OR0413'52.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER
 OR0413'LINE OF THE HIGHWAY, 17.0 FEET SOUTHWEST OF A TWENTY INCH ELM
 OR0413'TREE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 OR0413'DISK STAMPED Q 317 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0413'PROJECTS 3 INCHES ABOVE GROUND.
 OR0413
 OR0413                          STATION RECOVERY (1974)
 OR0413
 OR0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0413'MARK NOT FOUND.
 OR0413
 OR0413                          STATION RECOVERY (2012)
 OR0413
 OR0413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0585 ***********************************************************************
 OR0585  DESIGNATION -  Q 318
 OR0585  PID         -  OR0585
 OR0585  STATE/COUNTY-  SD/GREGORY
 OR0585  COUNTRY     -  US
 OR0585  USGS QUAD   -  GREGORY SE (2017)
 OR0585
 OR0585                         *CURRENT SURVEY CONTROL
 OR0585  ______________________________________________________________________
 OR0585* NAD 83(1986) POSITION- 43 01 27.     (N) 099 17 49.     (W)   SCALED
 OR0585* NAVD 88 ORTHO HEIGHT -   653.202 (meters)     2143.05  (feet) ADJUSTED
 OR0585  ______________________________________________________________________
 OR0585  GEOID HEIGHT    -        -25.299 (meters)                     GEOID18
 OR0585  DYNAMIC HEIGHT  -        652.948 (meters)     2142.21  (feet) COMP
 OR0585  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 OR0585
 OR0585  VERT ORDER      -  SECOND    CLASS 0
 OR0585
 OR0585.The horizontal coordinates were scaled from a map and have
 OR0585.an estimated accuracy of +/- 6 seconds.
 OR0585
 OR0585.The orthometric height was determined by differential leveling and
 OR0585.adjusted by the NATIONAL GEODETIC SURVEY
 OR0585.in June 1991.
 OR0585
 OR0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0585.GEOID18 height accuracy estimate available here.
 OR0585
 OR0585.Click photographs - Photos may exist for this station.
 OR0585
 OR0585.The dynamic height is computed by dividing the NAVD 88
 OR0585.geopotential number by the normal gravity value computed on the
 OR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0585.degrees latitude (g = 980.6199 gals.).
 OR0585
 OR0585.The modeled gravity was interpolated from observed gravity values.
 OR0585
 OR0585;                    North         East    Units  Estimated Accuracy
 OR0585;SPC SD S     -    77,270.      684,470.      MT  (+/- 180 meters Scaled)
 OR0585
 OR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758635(NAD 83)
 OR0585
 OR0585                          SUPERSEDED SURVEY CONTROL
 OR0585
 OR0585  NGVD 29 (??/??/92)  652.90   (m)         2142.1    (f) COMPUTED    2 0
 OR0585
 OR0585.Superseded values are not recommended for survey control.
 OR0585
 OR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0585.See file dsdata.pdf to determine how the superseded data were derived.
 OR0585
 OR0585_MARKER: DB = BENCH MARK DISK
 OR0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0585_STAMPING: Q 318 1946
 OR0585_MARK LOGO: CGS
 OR0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0585+STABILITY: SURFACE MOTION
 OR0585
 OR0585  HISTORY     - Date     Condition        Report By
 OR0585  HISTORY     - 1946     MONUMENTED       CGS
 OR0585
 OR0585                          STATION DESCRIPTION
 OR0585
 OR0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0585'10.7 MI S FROM BURKE.
 OR0585'ALONG A GRAVELED COUNTY ROAD, 10.7 MILES SOUTH OF THE CHICAGO
 OR0585'AND NORTHWESTERN RAILROAD STATION IN BURKE, NEAR A SECTION
 OR0585'CORNER, 38 FEET WEST OF THE CENTER OF THE MAIN ROAD, 45 FEET
 OR0585'SOUTH OF THE CENTER OF A SIDE ROAD, 9 FEET SOUTH OF THE SOUTH
 OR0585'END OF A GATE, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF WITNESS
 OR0585'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0586 ***********************************************************************
 OR0586  DESIGNATION -  Q 318 RESET
 OR0586  PID         -  OR0586
 OR0586  STATE/COUNTY-  SD/GREGORY
 OR0586  COUNTRY     -  US
 OR0586  USGS QUAD   -  GREGORY SE (2017)
 OR0586
 OR0586                         *CURRENT SURVEY CONTROL
 OR0586  ______________________________________________________________________
 OR0586* NAD 83(1986) POSITION- 43 01 27.     (N) 099 17 49.     (W)   SCALED
 OR0586* NAVD 88 ORTHO HEIGHT -   652.80  (+/-2cm)     2141.7   (feet) VERTCON3
 OR0586  ______________________________________________________________________
 OR0586  GEOID HEIGHT    -        -25.299 (meters)                     GEOID18
 OR0586  VERT ORDER      -  THIRD (See Below)
 OR0586
 OR0586.The horizontal coordinates were scaled from a map and have
 OR0586.an estimated accuracy of +/- 6 seconds.
 OR0586
 OR0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0586
 OR0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0586.GEOID18 height accuracy estimate available here.
 OR0586
 OR0586.The vertical order pertains to the NGVD 29 superseded value.
 OR0586
 OR0586.Click photographs - Photos may exist for this station.
 OR0586
 OR0586;                    North         East    Units  Estimated Accuracy
 OR0586;SPC SD S     -    77,270.      684,470.      MT  (+/- 180 meters Scaled)
 OR0586
 OR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758635(NAD 83)
 OR0586
 OR0586                          SUPERSEDED SURVEY CONTROL
 OR0586
 OR0586  NGVD 29 (??/??/??)  652.49   (m)         2140.7    (f) RESET       3  
 OR0586
 OR0586.Superseded values are not recommended for survey control.
 OR0586
 OR0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0586.See file dsdata.pdf to determine how the superseded data were derived.
 OR0586
 OR0586_MARKER: DB = BENCH MARK DISK
 OR0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0586_STAMPING: Q 318 RESET 1961
 OR0586_MARK LOGO: CGS
 OR0586_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0586+STABILITY: SURFACE MOTION
 OR0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0586+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 OR0586
 OR0586  HISTORY     - Date     Condition        Report By
 OR0586  HISTORY     - 1961     MONUMENTED       CGS
 OR0586  HISTORY     - 20141210 GOOD             INDIV
 OR0586
 OR0586                          STATION DESCRIPTION
 OR0586
 OR0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0586'10.7 MI S FROM BURKE.
 OR0586'THIS MARK IS LOCATED ABOUT 10.7 MILES SOUTH ALONG STATE HIGHWAY
 OR0586'47 FROM THE RAILROAD STATION IN BURKE, IN THE SOUTHWEST ANGLE
 OR0586'OF CROSSROADS, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 57
 OR0586'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 1 FOOT
 OR0586'EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0586'2 INCHES.
 OR0586
 OR0586                          STATION RECOVERY (2014)
 OR0586
 OR0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 OR0586'FOUND GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0990 ***********************************************************************
 NM0990  DESIGNATION -  Q 319
 NM0990  PID         -  NM0990
 NM0990  STATE/COUNTY-  SD/YANKTON
 NM0990  COUNTRY     -  US
 NM0990  USGS QUAD   -  YANKTON (2017)
 NM0990
 NM0990                         *CURRENT SURVEY CONTROL
 NM0990  ______________________________________________________________________
 NM0990* NAD 83(1986) POSITION- 42 54 07.     (N) 097 28 36.     (W)   SCALED
 NM0990* NAVD 88 ORTHO HEIGHT -   421.079 (meters)     1381.49  (feet) ADJUSTED
 NM0990  ______________________________________________________________________
 NM0990  GEOID HEIGHT    -        -25.622 (meters)                     GEOID18
 NM0990  DYNAMIC HEIGHT  -        420.954 (meters)     1381.08  (feet) COMP
 NM0990  MODELED GRAVITY -    980,311.5   (mgal)                       NAVD 88
 NM0990
 NM0990  VERT ORDER      -  SECOND    CLASS 0
 NM0990
 NM0990.The horizontal coordinates were scaled from a map and have
 NM0990.an estimated accuracy of +/- 6 seconds.
 NM0990
 NM0990.The orthometric height was determined by differential leveling and
 NM0990.adjusted by the NATIONAL GEODETIC SURVEY
 NM0990.in June 1991.
 NM0990
 NM0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0990.GEOID18 height accuracy estimate available here.
 NM0990
 NM0990.Click photographs - Photos may exist for this station.
 NM0990
 NM0990.The dynamic height is computed by dividing the NAVD 88
 NM0990.geopotential number by the normal gravity value computed on the
 NM0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0990.degrees latitude (g = 980.6199 gals.).
 NM0990
 NM0990.The modeled gravity was interpolated from observed gravity values.
 NM0990
 NM0990;                    North         East    Units  Estimated Accuracy
 NM0990;SPC SD S     -    67,180.      833,260.      MT  (+/- 180 meters Scaled)
 NM0990
 NM0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN243510(NAD 83)
 NM0990
 NM0990                          SUPERSEDED SURVEY CONTROL
 NM0990
 NM0990  NGVD 29 (??/??/92)  420.871  (m)         1380.81   (f) ADJ UNCH    2 0
 NM0990
 NM0990.Superseded values are not recommended for survey control.
 NM0990
 NM0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0990.See file dsdata.pdf to determine how the superseded data were derived.
 NM0990
 NM0990_MARKER: DB = BENCH MARK DISK
 NM0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0990_STAMPING: Q 319 1946
 NM0990_MARK LOGO: CGS
 NM0990_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0990+STABILITY: SURFACE MOTION
 NM0990
 NM0990  HISTORY     - Date     Condition        Report By
 NM0990  HISTORY     - 1946     MONUMENTED       CGS
 NM0990  HISTORY     - 1979     MARK NOT FOUND   NGS
 NM0990
 NM0990                          STATION DESCRIPTION
 NM0990
 NM0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0990'5.2 MI W FROM YANKTON.
 NM0990'5.2 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO. 50 FROM
 NM0990'THE POST OFFICE AT YANKTON, AND AT THE JUNCTION OF A DIRT ROAD
 NM0990'LEADING NORTH, 108 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN
 NM0990'THE CENTER LINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE
 NM0990'OF A FARM ROAD, 19 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH
 NM0990'OF AN EAST-WEST FENCE, 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER
 NM0990'POST.  A BRONZE DISC STAMPED Q 319 1946 AND SET IN THE TOP OF A
 NM0990'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 NM0990
 NM0990                          STATION RECOVERY (1979)
 NM0990
 NM0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NM0990'ROAD HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0341 ***********************************************************************
 QT0341  DESIGNATION -  Q 32
 QT0341  PID         -  QT0341
 QT0341  STATE/COUNTY-  SD/HARDING
 QT0341  COUNTRY     -  US
 QT0341  USGS QUAD   -  CAMP CROOK (2017)
 QT0341
 QT0341                         *CURRENT SURVEY CONTROL
 QT0341  ______________________________________________________________________
 QT0341* NAD 83(1986) POSITION- 45 32 41.     (N) 103 57 12.     (W)   SCALED
 QT0341* NAVD 88 ORTHO HEIGHT -   955.604 (meters)     3135.18  (feet) ADJUSTED
 QT0341  ______________________________________________________________________
 QT0341  GEOID HEIGHT    -        -16.066 (meters)                     GEOID18
 QT0341  DYNAMIC HEIGHT  -        955.409 (meters)     3134.54  (feet) COMP
 QT0341  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 QT0341
 QT0341  VERT ORDER      -  FIRST     CLASS II
 QT0341
 QT0341.The horizontal coordinates were scaled from a map and have
 QT0341.an estimated accuracy of +/- 6 seconds.
 QT0341
 QT0341.The orthometric height was determined by differential leveling and
 QT0341.adjusted by the NATIONAL GEODETIC SURVEY
 QT0341.in April 2000.
 QT0341
 QT0341.No vertical observational check was made to the station.
 QT0341
 QT0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0341.GEOID18 height accuracy estimate available here.
 QT0341
 QT0341.Click photographs - Photos may exist for this station.
 QT0341
 QT0341.The dynamic height is computed by dividing the NAVD 88
 QT0341.geopotential number by the normal gravity value computed on the
 QT0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0341.degrees latitude (g = 980.6199 gals.).
 QT0341
 QT0341.The modeled gravity was interpolated from observed gravity values.
 QT0341
 QT0341;                    North         East    Units  Estimated Accuracy
 QT0341;SPC SD N     -   197,720.      291,390.      MT  (+/- 180 meters Scaled)
 QT0341
 QT0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL817439(NAD 83)
 QT0341
 QT0341                          SUPERSEDED SURVEY CONTROL
 QT0341
 QT0341  NAVD 88 (06/15/91)  955.577  (m)         3135.09   (f) SUPERSEDED  1 2
 QT0341  NGVD 29 (??/??/92)  955.031  (m)         3133.30   (f) ADJ UNCH    1 2
 QT0341
 QT0341.Superseded values are not recommended for survey control.
 QT0341
 QT0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0341.See file dsdata.pdf to determine how the superseded data were derived.
 QT0341
 QT0341_MARKER: DB = BENCH MARK DISK
 QT0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0341_STAMPING: Q 32 1934
 QT0341_MARK LOGO: CGS
 QT0341_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0341+STABILITY: SURFACE MOTION
 QT0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0341+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0341
 QT0341  HISTORY     - Date     Condition        Report By
 QT0341  HISTORY     - 1934     MONUMENTED       CGS
 QT0341  HISTORY     - 1974     GOOD             USGS
 QT0341  HISTORY     - 19990621 GOOD             NGS
 QT0341
 QT0341                          STATION DESCRIPTION
 QT0341
 QT0341'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QT0341'1.9 MI E FROM CAMP CROOK.
 QT0341'0.3 MILE EAST OF CAMP CROOK 1.9 MILES ALONG HIGHWAY 8 FROM CAMP
 QT0341'CROOK ALONG STATE HIGHWAY 20, THENCE SOUTH 0.4 MILE ALONG A
 QT0341'COUNTY ROAD TO THE SCAR OF THE ABANDONED HIGHWAY, THENCE EAST
 QT0341'0.6 MILE.  125 FEET WEST OF THE SPILLWAY OF A SMALL DAM.  45 FEET
 QT0341'NW OF THE ABANDONED HIGHWAY.  A STANDARD US C AND GS BRONZE DISK
 QT0341'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT AND
 QT0341'STAMPED Q 32 1934.
 QT0341
 QT0341                          STATION RECOVERY (1999)
 QT0341
 QT0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0341'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0341'IN CAMP CROOK, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY
 QT0341'20, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 1.0
 QT0341'KM (0.60 MI) EASTERLY ALONG A TRACK ROAD (OLD HIGHWAY), 134.2 M (440.3
 QT0341'FT) NORTHEAST OF A FENCE CORNER AND THE SOUTH END OF A FENCE, 39.7 M
 QT0341'(130.2 FT) NORTHWEST OF THE SPILLWAY OF A DAM, 13.2 M (43.3 FT)
 QT0341'NORTHWEST OF THE ROAD CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 QT0341'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0341'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY IRON MOUNTAIN
 QT0341'BISON RANCH, BRUCE GUSTAFSON, HC 62, BOX 1, CAMP CROOK, SD 57724.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0136 ***********************************************************************
 OS0136  DESIGNATION -  Q 320
 OS0136  PID         -  OS0136
 OS0136  STATE/COUNTY-  SD/TODD
 OS0136  COUNTRY     -  US
 OS0136  USGS QUAD   -  LITTLEBURG (2017)
 OS0136
 OS0136                         *CURRENT SURVEY CONTROL
 OS0136  ______________________________________________________________________
 OS0136* NAD 83(1986) POSITION- 43 04 29.     (N) 100 24 47.     (W)   SCALED
 OS0136* NAVD 88 ORTHO HEIGHT -   793.416 (meters)     2603.07  (feet) ADJUSTED
 OS0136  ______________________________________________________________________
 OS0136  GEOID HEIGHT    -        -22.938 (meters)                     GEOID18
 OS0136  DYNAMIC HEIGHT  -        793.103 (meters)     2602.04  (feet) COMP
 OS0136  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 OS0136
 OS0136  VERT ORDER      -  SECOND    CLASS 0
 OS0136
 OS0136.The horizontal coordinates were scaled from a map and have
 OS0136.an estimated accuracy of +/- 6 seconds.
 OS0136
 OS0136.The orthometric height was determined by differential leveling and
 OS0136.adjusted by the NATIONAL GEODETIC SURVEY
 OS0136.in June 1991.
 OS0136
 OS0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0136.GEOID18 height accuracy estimate available here.
 OS0136
 OS0136.Click photographs - Photos may exist for this station.
 OS0136
 OS0136.The dynamic height is computed by dividing the NAVD 88
 OS0136.geopotential number by the normal gravity value computed on the
 OS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0136.degrees latitude (g = 980.6199 gals.).
 OS0136
 OS0136.The modeled gravity was interpolated from observed gravity values.
 OS0136
 OS0136;                    North         East    Units  Estimated Accuracy
 OS0136;SPC SD S     -    82,370.      593,510.      MT  (+/- 180 meters Scaled)
 OS0136
 OS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN849700(NAD 83)
 OS0136
 OS0136                          SUPERSEDED SURVEY CONTROL
 OS0136
 OS0136  NGVD 29 (??/??/92)  793.090  (m)         2602.00   (f) ADJ UNCH    2 0
 OS0136
 OS0136.Superseded values are not recommended for survey control.
 OS0136
 OS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0136.See file dsdata.pdf to determine how the superseded data were derived.
 OS0136
 OS0136_MARKER: DB = BENCH MARK DISK
 OS0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0136_STAMPING: Q 320 1946
 OS0136_MARK LOGO: CGS
 OS0136_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0136+STABILITY: SURFACE MOTION
 OS0136
 OS0136  HISTORY     - Date     Condition        Report By
 OS0136  HISTORY     - 1946     MONUMENTED       CGS
 OS0136  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0136
 OS0136                          STATION DESCRIPTION
 OS0136
 OS0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0136'16.5 MI SW FROM KEYAPAHA.
 OS0136'ABOUT 14.5 MILES WEST ALONG A DIRT ROAD FROM THE U.S. POST
 OS0136'OFFICE AT KEYAPAHA, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD,
 OS0136'24 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 OS0136'4 FEET NORTH OF AN EAST-WEST SECTION LINE FENCE, 1 FOOT WEST OF
 OS0136'THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 OS0136'POST.  A BRONZE DISC STAMPED Q 320 1946 AND SET IN THE TOP OF A
 OS0136'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 OS0136
 OS0136                          STATION RECOVERY (1977)
 OS0136
 OS0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0078 ***********************************************************************
 OS0078  DESIGNATION -  Q 321
 OS0078  PID         -  OS0078
 OS0078  STATE/COUNTY-  SD/TRIPP
 OS0078  COUNTRY     -  US
 OS0078  USGS QUAD   -  WITTEN SW (2017)
 OS0078
 OS0078                         *CURRENT SURVEY CONTROL
 OS0078  ______________________________________________________________________
 OS0078* NAD 83(1986) POSITION- 43 21 26.     (N) 100 12 22.     (W)   SCALED
 OS0078* NAVD 88 ORTHO HEIGHT -   685.929 (meters)     2250.42  (feet) ADJUSTED
 OS0078  ______________________________________________________________________
 OS0078  GEOID HEIGHT    -        -24.548 (meters)                     GEOID18
 OS0078  DYNAMIC HEIGHT  -        685.676 (meters)     2249.59  (feet) COMP
 OS0078  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 OS0078
 OS0078  VERT ORDER      -  FIRST     CLASS II
 OS0078
 OS0078.The horizontal coordinates were scaled from a map and have
 OS0078.an estimated accuracy of +/- 6 seconds.
 OS0078
 OS0078.The orthometric height was determined by differential leveling and
 OS0078.adjusted by the NATIONAL GEODETIC SURVEY
 OS0078.in June 1994.
 OS0078
 OS0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0078.GEOID18 height accuracy estimate available here.
 OS0078
 OS0078.Click photographs - Photos may exist for this station.
 OS0078
 OS0078.The dynamic height is computed by dividing the NAVD 88
 OS0078.geopotential number by the normal gravity value computed on the
 OS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0078.degrees latitude (g = 980.6199 gals.).
 OS0078
 OS0078.The modeled gravity was interpolated from observed gravity values.
 OS0078
 OS0078;                    North         East    Units  Estimated Accuracy
 OS0078;SPC SD S     -   113,750.      610,310.      MT  (+/- 180 meters Scaled)
 OS0078
 OS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP022011(NAD 83)
 OS0078
 OS0078                          SUPERSEDED SURVEY CONTROL
 OS0078
 OS0078  NAVD 88 (06/15/91)  685.755  (m)         2249.85   (f) SUPERSEDED  1 2
 OS0078  NGVD 29 (??/??/92)  685.384  (m)         2248.63   (f) ADJ UNCH    1 2
 OS0078
 OS0078.Superseded values are not recommended for survey control.
 OS0078
 OS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0078.See file dsdata.pdf to determine how the superseded data were derived.
 OS0078
 OS0078_MARKER: DB = BENCH MARK DISK
 OS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0078_STAMPING: Q 321 1946
 OS0078_MARK LOGO: CGS
 OS0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0078+STABILITY: SURFACE MOTION
 OS0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0078+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 OS0078
 OS0078  HISTORY     - Date     Condition        Report By
 OS0078  HISTORY     - 1946     MONUMENTED       CGS
 OS0078  HISTORY     - 19930923 GOOD             NGS
 OS0078
 OS0078                          STATION DESCRIPTION
 OS0078
 OS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0078'2 MI S FROM CARTER.
 OS0078'ABOUT 2.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0078'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0078'AT CARTER, 55 FEET SOUTH OF AN EAST-WEST FENCE, 33 FEET WEST OF
 OS0078'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1 FOOT EAST
 OS0078'OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 OS0078'POST.  A BRONZE DISC STAMPED Q 321 1946 AND SET IN THE TOP OF A
 OS0078'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 OS0078
 OS0078                          STATION RECOVERY (1993)
 OS0078
 OS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0078'28.6 KM (17.75 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OS0078'COURTHOUSE IN WINNER, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG A
 OS0078'GRAVELED ROAD, 17.1 M (56.1 FT) SOUTH OF A T-FENCE CORNER, 10.4 M
 OS0078'(34.1 FT) WEST OF THE ROAD CENTER, 8.1 M (26.6 FT) SOUTH OF THE SOUTH
 OS0078'POST OF A GATE, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, 0.3
 OS0078'M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED
 OS0078'0.05 M (0.16 FT) BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0107 ***********************************************************************
 OS0107  DESIGNATION -  Q 322
 OS0107  PID         -  OS0107
 OS0107  STATE/COUNTY-  SD/TRIPP
 OS0107  COUNTRY     -  US
 OS0107  USGS QUAD   -  KEYAPAHA (2017)
 OS0107
 OS0107                         *CURRENT SURVEY CONTROL
 OS0107  ______________________________________________________________________
 OS0107* NAD 83(1986) POSITION- 43 00 35.     (N) 100 11 10.     (W)   SCALED
 OS0107* NAVD 88 ORTHO HEIGHT -   762.443 (meters)     2501.45  (feet) ADJUSTED
 OS0107  ______________________________________________________________________
 OS0107  GEOID HEIGHT    -        -23.233 (meters)                     GEOID18
 OS0107  DYNAMIC HEIGHT  -        762.141 (meters)     2500.46  (feet) COMP
 OS0107  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 OS0107
 OS0107  VERT ORDER      -  SECOND    CLASS 0
 OS0107
 OS0107.The horizontal coordinates were scaled from a map and have
 OS0107.an estimated accuracy of +/- 6 seconds.
 OS0107
 OS0107.The orthometric height was determined by differential leveling and
 OS0107.adjusted by the NATIONAL GEODETIC SURVEY
 OS0107.in June 1991.
 OS0107
 OS0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0107.GEOID18 height accuracy estimate available here.
 OS0107
 OS0107.Click photographs - Photos may exist for this station.
 OS0107
 OS0107.The dynamic height is computed by dividing the NAVD 88
 OS0107.geopotential number by the normal gravity value computed on the
 OS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0107.degrees latitude (g = 980.6199 gals.).
 OS0107
 OS0107.The modeled gravity was interpolated from observed gravity values.
 OS0107
 OS0107;                    North         East    Units  Estimated Accuracy
 OS0107;SPC SD S     -    75,150.      612,000.      MT  (+/- 180 meters Scaled)
 OS0107
 OS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN033625(NAD 83)
 OS0107
 OS0107                          SUPERSEDED SURVEY CONTROL
 OS0107
 OS0107  NGVD 29 (??/??/92)  762.113  (m)         2500.37   (f) ADJ UNCH    2 0
 OS0107
 OS0107.Superseded values are not recommended for survey control.
 OS0107
 OS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0107.See file dsdata.pdf to determine how the superseded data were derived.
 OS0107
 OS0107_MARKER: DB = BENCH MARK DISK
 OS0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0107_STAMPING: Q 322 1946
 OS0107_MARK LOGO: CGS
 OS0107_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0107+STABILITY: SURFACE MOTION
 OS0107
 OS0107  HISTORY     - Date     Condition        Report By
 OS0107  HISTORY     - 1946     MONUMENTED       CGS
 OS0107  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0107
 OS0107                          STATION DESCRIPTION
 OS0107
 OS0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0107'9.5 MI SW FROM KEYAPAHA.
 OS0107'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0107'KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0
 OS0107'MILE WEST ALONG A DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG A
 OS0107'DIRT ROAD, AND AT THE JUNCTION WITH AN EAST-WEST ROAD, 52 FEET
 OS0107'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD EXTENDED, 31 FEET
 OS0107'SOUTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 OS0107'EAST-WEST ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 OS0107'WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE
 OS0107'GROUND.  STAMPED Q 322 1946.
 OS0107
 OS0107                          STATION RECOVERY (1977)
 OS0107
 OS0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0759 ***********************************************************************
 OR0759  DESIGNATION -  Q 323
 OR0759  PID         -  OR0759
 OR0759  STATE/COUNTY-  SD/TRIPP
 OR0759  COUNTRY     -  US
 OR0759  USGS QUAD   -  WEWELA (2017)
 OR0759
 OR0759                         *CURRENT SURVEY CONTROL
 OR0759  ______________________________________________________________________
 OR0759* NAD 83(1986) POSITION- 43 01 25.     (N) 099 47 25.     (W)   SCALED
 OR0759* NAVD 88 ORTHO HEIGHT -   635.045 (meters)     2083.48  (feet) ADJUSTED
 OR0759  ______________________________________________________________________
 OR0759  GEOID HEIGHT    -        -24.255 (meters)                     GEOID18
 OR0759  DYNAMIC HEIGHT  -        634.802 (meters)     2082.68  (feet) COMP
 OR0759  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 OR0759
 OR0759  VERT ORDER      -  SECOND    CLASS 0
 OR0759
 OR0759.The horizontal coordinates were scaled from a map and have
 OR0759.an estimated accuracy of +/- 6 seconds.
 OR0759
 OR0759.The orthometric height was determined by differential leveling and
 OR0759.adjusted by the NATIONAL GEODETIC SURVEY
 OR0759.in June 1991.
 OR0759
 OR0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0759.GEOID18 height accuracy estimate available here.
 OR0759
 OR0759.Click photographs - Photos may exist for this station.
 OR0759
 OR0759.The dynamic height is computed by dividing the NAVD 88
 OR0759.geopotential number by the normal gravity value computed on the
 OR0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0759.degrees latitude (g = 980.6199 gals.).
 OR0759
 OR0759.The modeled gravity was interpolated from observed gravity values.
 OR0759
 OR0759;                    North         East    Units  Estimated Accuracy
 OR0759;SPC SD S     -    76,830.      644,260.      MT  (+/- 180 meters Scaled)
 OR0759
 OR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN356637(NAD 83)
 OR0759
 OR0759                          SUPERSEDED SURVEY CONTROL
 OR0759
 OR0759  NGVD 29 (??/??/92)  634.734  (m)         2082.46   (f) ADJ UNCH    2 0
 OR0759
 OR0759.Superseded values are not recommended for survey control.
 OR0759
 OR0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0759.See file dsdata.pdf to determine how the superseded data were derived.
 OR0759
 OR0759_MARKER: DB = BENCH MARK DISK
 OR0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0759_STAMPING: Q 323 1946
 OR0759_MARK LOGO: CGS
 OR0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0759+STABILITY: SURFACE MOTION
 OR0759
 OR0759  HISTORY     - Date     Condition        Report By
 OR0759  HISTORY     - 1946     MONUMENTED       CGS
 OR0759  HISTORY     - 19870708 SEE DESCRIPTION  NGS
 OR0759
 OR0759                          STATION DESCRIPTION
 OR0759
 OR0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0759'1 MI NW FROM WEWELA.
 OR0759'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0759'WEWELA, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, AND AT THE
 OR0759'SOUTH END OF A CURVE IN THE ROAD, 179 FEET SOUTHEAST OF THE
 OR0759'SOUTH END OF A 12 FOOT WOOD BRIDGE, 48 FEET NORTH OF THE CENTER
 OR0759'LINE OF A FIELD ROAD LEADING EAST, 50 FEET NORTHEAST OF AND
 OR0759'ABOUT LEVEL WITH THE CENTER LINE OF THE MAIN ROAD, 32 FEET EAST
 OR0759'OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 1 FOOT WEST
 OR0759'OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER
 OR0759'POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
 OR0759
 OR0759                          STATION RECOVERY (1987)
 OR0759
 OR0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0759'NO MARK WAS FOUND AT THIS LOCATION, CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0042 ***********************************************************************
 NM0042  DESIGNATION -  Q 324
 NM0042  PID         -  NM0042
 NM0042  STATE/COUNTY-  SD/UNION
 NM0042  COUNTRY     -  US
 NM0042  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0042
 NM0042                         *CURRENT SURVEY CONTROL
 NM0042  ______________________________________________________________________
 NM0042* NAD 83(1986) POSITION- 42 32 25.     (N) 096 29 49.     (W)   SCALED
 NM0042* NAVD 88 ORTHO HEIGHT -   338.698 (meters)     1111.21  (feet) ADJUSTED
 NM0042  ______________________________________________________________________
 NM0042  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 NM0042  DYNAMIC HEIGHT  -        338.592 (meters)     1110.86  (feet) COMP
 NM0042  MODELED GRAVITY -    980,297.4   (mgal)                       NAVD 88
 NM0042
 NM0042  VERT ORDER      -  FIRST     CLASS II
 NM0042
 NM0042.The horizontal coordinates were scaled from a map and have
 NM0042.an estimated accuracy of +/- 6 seconds.
 NM0042
 NM0042.The orthometric height was determined by differential leveling and
 NM0042.adjusted by the NATIONAL GEODETIC SURVEY
 NM0042.in June 1991.
 NM0042
 NM0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0042.GEOID18 height accuracy estimate available here.
 NM0042
 NM0042.Click photographs - Photos may exist for this station.
 NM0042
 NM0042.The dynamic height is computed by dividing the NAVD 88
 NM0042.geopotential number by the normal gravity value computed on the
 NM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0042.degrees latitude (g = 980.6199 gals.).
 NM0042
 NM0042.The modeled gravity was interpolated from observed gravity values.
 NM0042
 NM0042;                    North         East    Units  Estimated Accuracy
 NM0042;SPC SD S     -    30,270.      915,060.      MT  (+/- 180 meters Scaled)
 NM0042
 NM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN055128(NAD 83)
 NM0042
 NM0042                          SUPERSEDED SURVEY CONTROL
 NM0042
 NM0042  NGVD 29 (??/??/92)  338.55   (m)         1110.7    (f) COMPUTED    1 2
 NM0042
 NM0042.Superseded values are not recommended for survey control.
 NM0042
 NM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0042.See file dsdata.pdf to determine how the superseded data were derived.
 NM0042
 NM0042_MARKER: DB = BENCH MARK DISK
 NM0042_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM0042_SP_SET: FOUNDATION
 NM0042_STAMPING: Q 324 1948
 NM0042_MARK LOGO: CGS
 NM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0042+STABILITY: SURFACE MOTION
 NM0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0042+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 NM0042
 NM0042  HISTORY     - Date     Condition        Report By
 NM0042  HISTORY     - 1948     MONUMENTED       CGS
 NM0042  HISTORY     - 19900424 GOOD             NGS
 NM0042  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0042
 NM0042                          STATION DESCRIPTION
 NM0042
 NM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0042'2.6 MI NW FROM RIVERSIDE.
 NM0042'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0042'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NM0042'1.1 MILES NORTH ALONG A GRAVEL ROAD, SET VERTICALLY IN THE
 NM0042'NORTHEAST FACE AT THE NORTH CORNER OF THE MC COOK SCHOOL, 3.2
 NM0042'FEET NORTHWEST OF THE NORTHWEST WINDOW FACING OF THE MOST
 NM0042'NORTHWESTERLY WINDOW IN THE NORTHEAST SIDE OF BUILDING, 1.4 FEET
 NM0042'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, 2.1 FEET ABOVE
 NM0042'THE GROUND.
 NM0042
 NM0042                          STATION RECOVERY (1990)
 NM0042
 NM0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0042'1.7 KM (1.1 MI) NORTHERLY ALONG DERBY LANE FROM ITS JUNCTION WITH
 NM0042'RIVER DRIVE IN NORTH SIOUX CITY, SET VERTICALLY IN THE NORTHEAST FACE
 NM0042'OF AN ABANDONED SCHOOL BUILDING, 50.5 M (165.7 FT) EAST OF THE CENTER
 NM0042'OF DERBY LANE, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, AND 0.4 M
 NM0042'(1.3 FT) SOUTHEAST OF THE NORTH CORNER OF THE BUILDING.
 NM0042
 NM0042                          STATION RECOVERY (2012)
 NM0042
 NM0042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0799 ***********************************************************************
 NM0799  DESIGNATION -  Q 325
 NM0799  PID         -  NM0799
 NM0799  STATE/COUNTY-  SD/UNION
 NM0799  COUNTRY     -  US
 NM0799  USGS QUAD   -  JEFFERSON (2017)
 NM0799
 NM0799                         *CURRENT SURVEY CONTROL
 NM0799  ______________________________________________________________________
 NM0799* NAD 83(1986) POSITION- 42 32 49.     (N) 096 35 16.     (W)   SCALED
 NM0799* NAVD 88 ORTHO HEIGHT -   336.573 (meters)     1104.24  (feet) ADJUSTED
 NM0799  ______________________________________________________________________
 NM0799  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 NM0799  DYNAMIC HEIGHT  -        336.467 (meters)     1103.89  (feet) COMP
 NM0799  MODELED GRAVITY -    980,296.2   (mgal)                       NAVD 88
 NM0799
 NM0799  VERT ORDER      -  SECOND    CLASS 0
 NM0799
 NM0799.The horizontal coordinates were scaled from a map and have
 NM0799.an estimated accuracy of +/- 6 seconds.
 NM0799
 NM0799.The orthometric height was determined by differential leveling and
 NM0799.adjusted by the NATIONAL GEODETIC SURVEY
 NM0799.in June 1991.
 NM0799
 NM0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0799.GEOID18 height accuracy estimate available here.
 NM0799
 NM0799.Click photographs - Photos may exist for this station.
 NM0799
 NM0799.The dynamic height is computed by dividing the NAVD 88
 NM0799.geopotential number by the normal gravity value computed on the
 NM0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0799.degrees latitude (g = 980.6199 gals.).
 NM0799
 NM0799.The modeled gravity was interpolated from observed gravity values.
 NM0799
 NM0799;                    North         East    Units  Estimated Accuracy
 NM0799;SPC SD S     -    30,670.      907,570.      MT  (+/- 180 meters Scaled)
 NM0799
 NM0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN980133(NAD 83)
 NM0799
 NM0799                          SUPERSEDED SURVEY CONTROL
 NM0799
 NM0799  NGVD 29 (??/??/92)  336.40   (m)         1103.7    (f) COMPUTED    2 0
 NM0799
 NM0799.Superseded values are not recommended for survey control.
 NM0799
 NM0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0799.See file dsdata.pdf to determine how the superseded data were derived.
 NM0799
 NM0799_MARKER: DB = BENCH MARK DISK
 NM0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0799_STAMPING: Q 325 1948
 NM0799_MARK LOGO: CGS
 NM0799_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0799+STABILITY: SURFACE MOTION
 NM0799
 NM0799  HISTORY     - Date     Condition        Report By
 NM0799  HISTORY     - 1948     MONUMENTED       CGS
 NM0799  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0799
 NM0799                          STATION DESCRIPTION
 NM0799
 NM0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0799'7.2 MI S FROM JEFFERSON.
 NM0799'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0799'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, THENCE 2.1 MILES
 NM0799'WEST ALONG A PAVED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVEL
 NM0799'ROAD, THENCE 0.85 MILE EAST ALONG A GRAVEL ROAD, 1.1 MILES WEST
 NM0799'OF BENCH MARK R 325, ON THE EAST SIDE OF A SMALL RIDGE, 35.0 FEET
 NM0799'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 42.0 FEET WEST OF
 NM0799'THE CENTER LINE OF A ROAD LEADING NORTH INTO A CULTIVATED FIELD,
 NM0799'9.1 FEET WEST OF A TELEPHONE POLE, 2.0 FEET EAST OF A POINT IN
 NM0799'LINE WITH A NORTH-SOUTH FENCE, 1.3 FEET EAST OF A REFERENCE POST,
 NM0799'0.8 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 NM0799'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0799
 NM0799                          STATION RECOVERY (1963)
 NM0799
 NM0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0799'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0800 ***********************************************************************
 NM0800  DESIGNATION -  Q 325 RESET
 NM0800  PID         -  NM0800
 NM0800  STATE/COUNTY-  SD/UNION
 NM0800  COUNTRY     -  US
 NM0800  USGS QUAD   -  JEFFERSON (2017)
 NM0800
 NM0800                         *CURRENT SURVEY CONTROL
 NM0800  ______________________________________________________________________
 NM0800* NAD 83(1986) POSITION- 42 32 49.     (N) 096 35 16.     (W)   SCALED
 NM0800* NAVD 88 ORTHO HEIGHT -   336.40  (meters)     1103.7   (feet) RESET
 NM0800  ______________________________________________________________________
 NM0800  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 NM0800  VERT ORDER      -  THIRD
 NM0800
 NM0800.The horizontal coordinates were scaled from a map and have
 NM0800.an estimated accuracy of +/- 6 seconds.
 NM0800
 NM0800.The orthometric height was computed from unverified reset data.
 NM0800
 NM0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0800.GEOID18 height accuracy estimate available here.
 NM0800
 NM0800.Click photographs - Photos may exist for this station.
 NM0800
 NM0800;                    North         East    Units  Estimated Accuracy
 NM0800;SPC SD S     -    30,670.      907,570.      MT  (+/- 180 meters Scaled)
 NM0800
 NM0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN980133(NAD 83)
 NM0800
 NM0800                          SUPERSEDED SURVEY CONTROL
 NM0800
 NM0800.No superseded survey control is available for this station.
 NM0800
 NM0800_MARKER: DB = BENCH MARK DISK
 NM0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0800_STAMPING: Q 325 1948 RESET
 NM0800_MARK LOGO: CGS
 NM0800_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0800+STABILITY: SURFACE MOTION
 NM0800
 NM0800  HISTORY     - Date     Condition        Report By
 NM0800  HISTORY     - 1948     MONUMENTED       USACE
 NM0800  HISTORY     - 1953     GOOD             CGS
 NM0800
 NM0800                          STATION DESCRIPTION
 NM0800
 NM0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NM0800'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0800'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, UNION COUNTY,
 NM0800'2.1 MILES WEST ALONG A PAVED ROAD, 4.0 MILES SOUTH ALONG A GRAVEL
 NM0800'ROAD, AND 0.8 MILE EAST ALONG A GRAVEL ROAD, 1.1 MILES WEST OF
 NM0800'BENCH MARK R 325, ON THE WEST SIDE OF A SMALL DEPRESSION IN A
 NM0800'FIELD, 34 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING NORTH
 NM0800'INTO A FIELD, 1.5 FEET WEST OF A WITNESS POST, AND 0.8 FEET NORTH
 NM0800'OF A FENCE.  A STANDARD DISK, STAMPED Q 325 1948 RESET AND SET IN
 NM0800'THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0219 ***********************************************************************
 OQ0219  DESIGNATION -  Q 326
 OQ0219  PID         -  OQ0219
 OQ0219  STATE/COUNTY-  SD/LINCOLN
 OQ0219  COUNTRY     -  US
 OQ0219  USGS QUAD   -  CANTON (2017)
 OQ0219
 OQ0219                         *CURRENT SURVEY CONTROL
 OQ0219  ______________________________________________________________________
 OQ0219* NAD 83(1996) POSITION- 43 19 50.63611(N) 096 32 57.81385(W)   ADJUSTED
 OQ0219* NAVD 88 ORTHO HEIGHT -   426.389 (meters)     1398.91  (feet) ADJUSTED
 OQ0219  ______________________________________________________________________
 OQ0219  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 OQ0219  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 OQ0219  DYNAMIC HEIGHT  -        426.275 (meters)     1398.54  (feet) COMP
 OQ0219  MODELED GRAVITY -    980,339.4   (mgal)                       NAVD 88
 OQ0219
 OQ0219  HORZ ORDER      -  SECOND
 OQ0219  VERT ORDER      -  SECOND    CLASS 0
 OQ0219
 OQ0219.The horizontal coordinates were established by classical geodetic methods
 OQ0219.and adjusted by the National Geodetic Survey in January 1998.
 OQ0219
 OQ0219.The orthometric height was determined by differential leveling and
 OQ0219.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0219.in June 1991.
 OQ0219
 OQ0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0219.GEOID18 height accuracy estimate available here.
 OQ0219
 OQ0219.Click photographs - Photos may exist for this station.
 OQ0219
 OQ0219.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0219
 OQ0219.The dynamic height is computed by dividing the NAVD 88
 OQ0219.geopotential number by the normal gravity value computed on the
 OQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0219.degrees latitude (g = 980.6199 gals.).
 OQ0219
 OQ0219.The modeled gravity was interpolated from observed gravity values.
 OQ0219
 OQ0219. The following values were computed from the NAD 83(1996) position.
 OQ0219
 OQ0219;                    North         East     Units Scale Factor Converg.
 OQ0219;SPC SD S     -   117,790.919   906,755.257   MT  0.99991941   +2 36 37.3
 OQ0219;SPC SD S     -   386,452.37  2,974,912.87   sFT  0.99991941   +2 36 37.3
 OQ0219;UTM  14      - 4,800,459.571   698,673.914   MT  1.00008556   +1 40 55.8
 OQ0219
 OQ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0219!SPC SD S     -   0.99993729  x   0.99991941  =   0.99985670
 OQ0219!UTM  14      -   0.99993729  x   1.00008556  =   1.00002284
 OQ0219
 OQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9867300459(NAD 83)
 OQ0219
 OQ0219                          SUPERSEDED SURVEY CONTROL
 OQ0219
 OQ0219  NAD 83(1995)-  43 19 50.63666(N)    096 32 57.80919(W) AD(       ) 2
 OQ0219  NAD 83(1986)-  43 19 50.63852(N)    096 32 57.79938(W) AD(       ) 2
 OQ0219  NAD 27      -  43 19 50.70300(N)    096 32 56.62800(W) AD(       ) 2
 OQ0219  NGVD 29 (??/??/92)  426.148  (m)         1398.12   (f) ADJ UNCH    2 0
 OQ0219  NGVD 29             426.15   (m)         1398.1    (f) LEVELING    3  
 OQ0219
 OQ0219.Superseded values are not recommended for survey control.
 OQ0219
 OQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0219.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0219
 OQ0219_MARKER: DB = BENCH MARK DISK
 OQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0219_STAMPING: Q 326 1949
 OQ0219_MARK LOGO: CGS
 OQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0219+STABILITY: SURFACE MOTION
 OQ0219
 OQ0219  HISTORY     - Date     Condition        Report By
 OQ0219  HISTORY     - 1949     MONUMENTED       CGS
 OQ0219  HISTORY     - 1949     GOOD             CGS
 OQ0219
 OQ0219                          STATION DESCRIPTION
 OQ0219
 OQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0219'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK Q 326 1949.
 OQ0219'IT IS 0.05 MILE NORTH OF THE T ROAD INTERSECTION JUST EAST OF
 OQ0219'THE STATION, 21 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 OQ0219'ROAD, 1 FOOT EAST OF A FENCELINE, AND 1 FOOT SOUTH OF A
 OQ0219'WITNESS POST.  IT IS A USC AND GS BENCH MARK DISK, SET IN
 OQ0219'THE TOP OF A CONCRETE POST, 10 INCHES IN DIAMETER AND PROJECTS
 OQ0219'6 INCHES.  THE DISK IS STAMPED Q 326 1949.  THE TRAVERSE
 OQ0219'DISTANCE IS 677.12 FEET OR 206.386 METERS.
 OQ0219'
 OQ0219'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE
 OQ0219'COURTHOUSE SQUARE IN CANTON, GO EAST ON U.S. HIGHWAY 18 FOR
 OQ0219'2.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR
 OQ0219'2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.1
 OQ0219'MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 OQ0219
 OQ0219                          STATION RECOVERY (1949)
 OQ0219
 OQ0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0219'4.1 MI NE FROM CANTON.
 OQ0219'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT
 OQ0219'CANTON, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 300.0 FEET
 OQ0219'NORTH OF THE CENTER LINE OF A T ROAD LEADING WEST, 23.0 FEET EAST
 OQ0219'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.2 FEET EAST OF THE
 OQ0219'RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, AND SET
 OQ0219'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0252 ***********************************************************************
 OQ0252  DESIGNATION -  Q 327
 OQ0252  PID         -  OQ0252
 OQ0252  STATE/COUNTY-  SD/LINCOLN
 OQ0252  COUNTRY     -  US
 OQ0252  USGS QUAD   -  HARRISBURG (2017)
 OQ0252
 OQ0252                         *CURRENT SURVEY CONTROL
 OQ0252  ______________________________________________________________________
 OQ0252* NAD 83(1986) POSITION- 43 25 01.     (N) 096 40 12.     (W)   SCALED
 OQ0252* NAVD 88 ORTHO HEIGHT -   420.849 (meters)     1380.74  (feet) ADJUSTED
 OQ0252  ______________________________________________________________________
 OQ0252  GEOID HEIGHT    -        -26.430 (meters)                     GEOID18
 OQ0252  DYNAMIC HEIGHT  -        420.736 (meters)     1380.36  (feet) COMP
 OQ0252  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 OQ0252
 OQ0252  VERT ORDER      -  SECOND    CLASS 0
 OQ0252
 OQ0252.The horizontal coordinates were scaled from a map and have
 OQ0252.an estimated accuracy of +/- 6 seconds.
 OQ0252
 OQ0252.The orthometric height was determined by differential leveling and
 OQ0252.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0252.in June 1991.
 OQ0252
 OQ0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0252.GEOID18 height accuracy estimate available here.
 OQ0252
 OQ0252.Click photographs - Photos may exist for this station.
 OQ0252
 OQ0252.The dynamic height is computed by dividing the NAVD 88
 OQ0252.geopotential number by the normal gravity value computed on the
 OQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0252.degrees latitude (g = 980.6199 gals.).
 OQ0252
 OQ0252.The modeled gravity was interpolated from observed gravity values.
 OQ0252
 OQ0252;                    North         East    Units  Estimated Accuracy
 OQ0252;SPC SD S     -   126,920.      896,560.      MT  (+/- 180 meters Scaled)
 OQ0252
 OQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP886097(NAD 83)
 OQ0252
 OQ0252                          SUPERSEDED SURVEY CONTROL
 OQ0252
 OQ0252  NGVD 29 (??/??/92)  420.590  (m)         1379.89   (f) ADJ UNCH    2 0
 OQ0252
 OQ0252.Superseded values are not recommended for survey control.
 OQ0252
 OQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0252.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0252
 OQ0252_MARKER: DB = BENCH MARK DISK
 OQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0252_STAMPING: Q 327 1949
 OQ0252_MARK LOGO: CGS
 OQ0252_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0252+STABILITY: SURFACE MOTION
 OQ0252
 OQ0252  HISTORY     - Date     Condition        Report By
 OQ0252  HISTORY     - 1949     MONUMENTED       CGS
 OQ0252  HISTORY     - 20110425 MARK NOT FOUND   INDIV
 OQ0252
 OQ0252                          STATION DESCRIPTION
 OQ0252
 OQ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0252'2.5 MI SE FROM HARRISBURG.
 OQ0252'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0252'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 OQ0252'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, AT THE FARM
 OQ0252'HOME OF FRANK BUSWELL, 36.0 FEET SOUTHWEST OF THE SOUTHWEST
 OQ0252'CORNER OF A GARAGE, 34.0 FEET NORTH OF THE CENTER LINE OF THE
 OQ0252'ROAD, 12.0 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 OQ0252'2.0 FEET NORTHWEST OF A FENCE CORNER POST BRACED WITH TWO IRON
 OQ0252'BRACES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 OQ0252'FOOT ABOVE THE GROUND.
 OQ0252
 OQ0252                          STATION RECOVERY (2011)
 OQ0252
 OQ0252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MJN)
 OQ0252'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0295 ***********************************************************************
 OQ0295  DESIGNATION -  Q 328
 OQ0295  PID         -  OQ0295
 OQ0295  STATE/COUNTY-  SD/MINNEHAHA
 OQ0295  COUNTRY     -  US
 OQ0295  USGS QUAD   -  BRANDON (2017)
 OQ0295
 OQ0295                         *CURRENT SURVEY CONTROL
 OQ0295  ______________________________________________________________________
 OQ0295* NAD 83(1986) POSITION- 43 35 16.62   (N) 096 35 31.44   (W)   HD_HELD1
 OQ0295* NAVD 88 ORTHO HEIGHT -   407.535 (meters)     1337.05  (feet) ADJUSTED
 OQ0295  ______________________________________________________________________
 OQ0295  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 OQ0295  DYNAMIC HEIGHT  -        407.432 (meters)     1336.72  (feet) COMP
 OQ0295  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 OQ0295
 OQ0295  VERT ORDER      -  SECOND    CLASS 0
 OQ0295
 OQ0295.The horizontal coordinates were determined by differentially corrected
 OQ0295.hand held GPS observations or other comparable positioning techniques
 OQ0295.and have an estimated accuracy of +/- 3 meters.
 OQ0295
 OQ0295.The orthometric height was determined by differential leveling and
 OQ0295.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0295.in June 1991.
 OQ0295
 OQ0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0295.GEOID18 height accuracy estimate available here.
 OQ0295
 OQ0295.Click photographs - Photos may exist for this station.
 OQ0295
 OQ0295.The dynamic height is computed by dividing the NAVD 88
 OQ0295.geopotential number by the normal gravity value computed on the
 OQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0295.degrees latitude (g = 980.6199 gals.).
 OQ0295
 OQ0295.The modeled gravity was interpolated from observed gravity values.
 OQ0295
 OQ0295;                    North         East    Units  Estimated Accuracy
 OQ0295;SPC SD S     -   146,180.0     902,011.4     MT  (+/- 3 meters HH1 GPS) 
 OQ0295
 OQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9438728926(NAD 83)
 OQ0295
 OQ0295                          SUPERSEDED SURVEY CONTROL
 OQ0295
 OQ0295  NGVD 29 (??/??/92)  407.262  (m)         1336.16   (f) ADJ UNCH    2 0
 OQ0295
 OQ0295.Superseded values are not recommended for survey control.
 OQ0295
 OQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0295.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0295
 OQ0295_MARKER: DB = BENCH MARK DISK
 OQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0295_STAMPING: Q 328 1949
 OQ0295_MARK LOGO: CGS
 OQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0295+STABILITY: SURFACE MOTION
 OQ0295
 OQ0295  HISTORY     - Date     Condition        Report By
 OQ0295  HISTORY     - 1949     MONUMENTED       CGS
 OQ0295  HISTORY     - 20090314 GOOD             GEOCAC
 OQ0295
 OQ0295                          STATION DESCRIPTION
 OQ0295
 OQ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0295'0.4 MI SW FROM BRANDON.
 OQ0295'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE BRANDON SAVINGS
 OQ0295'BANK AT BRANDON, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, AT
 OQ0295'THE NORTHEAST GATE OF THE BRANDON CEMETERY, 200.0 FEET NORTH OF
 OQ0295'THE EXTENDED CENTERLINE OF A T ROAD EAST, 32.0 FEET WEST OF THE
 OQ0295'CENTERLINE OF THE NORTH-SOUTH ROAD, 10.0 FEET SOUTH OF THE
 OQ0295'CENTER OF THE IRON FRAME GATE TO THE CEMETERY, 1.0 FOOT EAST OF
 OQ0295'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OQ0295'FOOT ABOVE THE GROUND.
 OQ0295
 OQ0295                          STATION RECOVERY (2009)
 OQ0295
 OQ0295'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0295'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0251 ***********************************************************************
 PR0251  DESIGNATION -  Q 329
 PR0251  PID         -  PR0251
 PR0251  STATE/COUNTY-  SD/MOODY
 PR0251  COUNTRY     -  US
 PR0251  USGS QUAD   -  FLANDREAU NW (2017)
 PR0251
 PR0251                         *CURRENT SURVEY CONTROL
 PR0251  ______________________________________________________________________
 PR0251* NAD 83(1986) POSITION- 44 09 09.     (N) 096 40 08.     (W)   SCALED
 PR0251* NAVD 88 ORTHO HEIGHT -   488.357 (meters)     1602.22  (feet) ADJUSTED
 PR0251  ______________________________________________________________________
 PR0251  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 PR0251  DYNAMIC HEIGHT  -        488.249 (meters)     1601.86  (feet) COMP
 PR0251  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 PR0251
 PR0251  VERT ORDER      -  SECOND    CLASS 0
 PR0251
 PR0251.The horizontal coordinates were scaled from a map and have
 PR0251.an estimated accuracy of +/- 6 seconds.
 PR0251
 PR0251.The orthometric height was determined by differential leveling and
 PR0251.adjusted by the NATIONAL GEODETIC SURVEY
 PR0251.in June 1991.
 PR0251
 PR0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0251.GEOID18 height accuracy estimate available here.
 PR0251
 PR0251.Click photographs - Photos may exist for this station.
 PR0251
 PR0251.The dynamic height is computed by dividing the NAVD 88
 PR0251.geopotential number by the normal gravity value computed on the
 PR0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0251.degrees latitude (g = 980.6199 gals.).
 PR0251
 PR0251.The modeled gravity was interpolated from observed gravity values.
 PR0251
 PR0251;                    North         East    Units  Estimated Accuracy
 PR0251;SPC SD S     -   208,560.      893,050.      MT  (+/- 180 meters Scaled)
 PR0251
 PR0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP864914(NAD 83)
 PR0251
 PR0251                          SUPERSEDED SURVEY CONTROL
 PR0251
 PR0251  NGVD 29 (??/??/92)  488.094  (m)         1601.36   (f) ADJ UNCH    2 0
 PR0251
 PR0251.Superseded values are not recommended for survey control.
 PR0251
 PR0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0251.See file dsdata.pdf to determine how the superseded data were derived.
 PR0251
 PR0251_MARKER: DB = BENCH MARK DISK
 PR0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0251_STAMPING: Q 329 1949
 PR0251_MARK LOGO: CGS
 PR0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0251+STABILITY: SURFACE MOTION
 PR0251
 PR0251  HISTORY     - Date     Condition        Report By
 PR0251  HISTORY     - 1949     MONUMENTED       CGS
 PR0251
 PR0251                          STATION DESCRIPTION
 PR0251
 PR0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0251'11.8 MI NW FROM FLANDREAU.
 PR0251'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0251'FLANDREAU, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD, AT A
 PR0251'ROAD INTERSECTION, 89.0 FEET SOUTH OF THE CENTER LINE OF AN
 PR0251'EAST-WEST ROAD, 79.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 PR0251'ROAD, 39.6 FEET EAST OF THE SOUTHEAST CORNER OF RIVER VIEW
 PR0251'SCHOOL, 9.3 FEET SOUTH OF A FLAGPOLE, AND SET IN THE TOP OF A
 PR0251'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0441 ***********************************************************************
 PR0441  DESIGNATION -  Q 330 RESET
 PR0441  PID         -  PR0441
 PR0441  STATE/COUNTY-  SD/HAMLIN
 PR0441  COUNTRY     -  US
 PR0441  USGS QUAD   -  CASTLEWOOD (2017)
 PR0441
 PR0441                         *CURRENT SURVEY CONTROL
 PR0441  ______________________________________________________________________
 PR0441* NAD 83(1986) POSITION- 44 38 11.     (N) 097 01 36.     (W)   SCALED
 PR0441* NAVD 88 ORTHO HEIGHT -   506.04  (meters)     1660.2   (feet) RESET
 PR0441  ______________________________________________________________________
 PR0441  GEOID HEIGHT    -        -24.949 (meters)                     GEOID18
 PR0441  VERT ORDER      -  THIRD
 PR0441
 PR0441.The horizontal coordinates were scaled from a map and have
 PR0441.an estimated accuracy of +/- 6 seconds.
 PR0441
 PR0441.The orthometric height was computed from unverified reset data.
 PR0441
 PR0441.No vertical observational check was made to the station.
 PR0441
 PR0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0441.GEOID18 height accuracy estimate available here.
 PR0441
 PR0441.Click photographs - Photos may exist for this station.
 PR0441
 PR0441;                    North         East    Units  Estimated Accuracy
 PR0441;SPC SD N     -    93,570.      835,860.      MT  (+/- 180 meters Scaled)
 PR0441
 PR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ565444(NAD 83)
 PR0441
 PR0441                          SUPERSEDED SURVEY CONTROL
 PR0441
 PR0441  NGVD 29 (04/17/07)  505.76   (m)         1659.3    (f) RESET       3  
 PR0441
 PR0441.Superseded values are not recommended for survey control.
 PR0441
 PR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0441.See file dsdata.pdf to determine how the superseded data were derived.
 PR0441
 PR0441_MARKER: DV = VERTICAL CONTROL DISK
 PR0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0441_SP_SET: BRIDGE
 PR0441_STAMPING: Q 330 RESET 1975
 PR0441_MARK LOGO: NGS
 PR0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0441
 PR0441  HISTORY     - Date     Condition        Report By
 PR0441  HISTORY     - 1975     MONUMENTED       NGS
 PR0441
 PR0441                          STATION DESCRIPTION
 PR0441
 PR0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PR0441'6.2 MI S FROM CASTLEWOOD.
 PR0441'6.15 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE CASTLEWOOD
 PR0441'HIGH SCHOOL, 0.55 MILE SOUTH OF A ROAD INTERSECTION, AT A
 PR0441'CONCRETE BRIDGE, 15 FEET EAST OF THE CENTER OF THE ROAD, 0.9
 PR0441'FOOT EAST OF THE EAST EDGE OF THE BRIDGE, LEVEL WITH THE ROAD,
 PR0441'AND SET IN A DRILLED HOLE IN THE TOP OF THE WINGWALL AT THE
 PR0441'SOUTHEAST CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0242 ***********************************************************************
 PT0242  DESIGNATION -  Q 331
 PT0242  PID         -  PT0242
 PT0242  STATE/COUNTY-  SD/STANLEY
 PT0242  COUNTRY     -  US
 PT0242  USGS QUAD   -  OAHE DAM (2017)
 PT0242
 PT0242                         *CURRENT SURVEY CONTROL
 PT0242  ______________________________________________________________________
 PT0242* NAD 83(1986) POSITION- 44 24 02.18   (N) 100 27 03.19   (W)   HD_HELD1
 PT0242* NAVD 88 ORTHO HEIGHT -   533.527 (meters)     1750.41  (feet) ADJUSTED
 PT0242  ______________________________________________________________________
 PT0242  GEOID HEIGHT    -        -23.268 (meters)                     GEOID18
 PT0242  DYNAMIC HEIGHT  -        533.415 (meters)     1750.05  (feet) COMP
 PT0242  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 PT0242
 PT0242  VERT ORDER      -  FIRST     CLASS II
 PT0242
 PT0242.The horizontal coordinates were determined by differentially corrected
 PT0242.hand held GPS observations or other comparable positioning techniques
 PT0242.and have an estimated accuracy of +/- 3 meters.
 PT0242
 PT0242.The orthometric height was determined by differential leveling and
 PT0242.adjusted by the NATIONAL GEODETIC SURVEY
 PT0242.in June 1991.
 PT0242
 PT0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0242.GEOID18 height accuracy estimate available here.
 PT0242
 PT0242.Click photographs - Photos may exist for this station.
 PT0242
 PT0242.The dynamic height is computed by dividing the NAVD 88
 PT0242.geopotential number by the normal gravity value computed on the
 PT0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0242.degrees latitude (g = 980.6199 gals.).
 PT0242
 PT0242.The modeled gravity was interpolated from observed gravity values.
 PT0242
 PT0242;                    North         East    Units  Estimated Accuracy
 PT0242;SPC SD S     -   229,673.5     590,635.2     MT  (+/- 3 meters HH1 GPS) 
 PT0242
 PT0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8446117392(NAD 83)
 PT0242
 PT0242                          SUPERSEDED SURVEY CONTROL
 PT0242
 PT0242  NGVD 29 (??/??/92)  533.140  (m)         1749.14   (f) ADJ UNCH    1 2
 PT0242
 PT0242.Superseded values are not recommended for survey control.
 PT0242
 PT0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0242.See file dsdata.pdf to determine how the superseded data were derived.
 PT0242
 PT0242_MARKER: DB = BENCH MARK DISK
 PT0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0242_STAMPING: Q 331 1949
 PT0242_MARK LOGO: CGS
 PT0242_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0242+STABILITY: SURFACE MOTION
 PT0242
 PT0242  HISTORY     - Date     Condition        Report By
 PT0242  HISTORY     - 1949     MONUMENTED       CGS
 PT0242  HISTORY     - 1951     GOOD             CGS
 PT0242
 PT0242                          STATION DESCRIPTION
 PT0242
 PT0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0242'5.5 MI NW FROM FORT PIERRE.
 PT0242'5.5 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0242'COURTHOUSE AT FORT PIERRE, SET IN LINE WITH A T FENCE LINE
 PT0242'LEADING NORTH, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 26
 PT0242'FEET WEST OF THE MOST WESTERLY GATE POST, 5.8 FEET NORTHWEST OF
 PT0242'A TELEPHONE POLE, 2.2 FEET WEST OF A REFERENCE POST, 2.0 FEET
 PT0242'SOUTH OF AN EAST-WEST FENCE LINE, SET IN THE TOP OF A CONCRETE
 PT0242'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 PT0242
 PT0242                          STATION RECOVERY (1951)
 PT0242
 PT0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0359 ***********************************************************************
 PT0359  DESIGNATION -  Q 333
 PT0359  PID         -  PT0359
 PT0359  STATE/COUNTY-  SD/STANLEY
 PT0359  COUNTRY     -  US
 PT0359  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0359
 PT0359                         *CURRENT SURVEY CONTROL
 PT0359  ______________________________________________________________________
 PT0359* NAD 83(1986) POSITION- 44 31 16.     (N) 100 34 14.     (W)   SCALED
 PT0359* NAVD 88 ORTHO HEIGHT -   467.936 (meters)     1535.22  (feet) ADJUSTED
 PT0359  ______________________________________________________________________
 PT0359  GEOID HEIGHT    -        -22.812 (meters)                     GEOID18
 PT0359  DYNAMIC HEIGHT  -        467.846 (meters)     1534.92  (feet) COMP
 PT0359  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 PT0359
 PT0359  VERT ORDER      -  FIRST     CLASS II
 PT0359
 PT0359.The horizontal coordinates were scaled from a map and have
 PT0359.an estimated accuracy of +/- 6 seconds.
 PT0359
 PT0359.The orthometric height was determined by differential leveling and
 PT0359.adjusted by the NATIONAL GEODETIC SURVEY
 PT0359.in June 1991.
 PT0359
 PT0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0359.GEOID18 height accuracy estimate available here.
 PT0359
 PT0359.Click photographs - Photos may exist for this station.
 PT0359
 PT0359.The dynamic height is computed by dividing the NAVD 88
 PT0359.geopotential number by the normal gravity value computed on the
 PT0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0359.degrees latitude (g = 980.6199 gals.).
 PT0359
 PT0359.The modeled gravity was interpolated from observed gravity values.
 PT0359
 PT0359;                    North         East    Units  Estimated Accuracy
 PT0359;SPC SD S     -   243,090.      581,140.      MT  (+/- 180 meters Scaled)
 PT0359
 PT0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ751309(NAD 83)
 PT0359
 PT0359                          SUPERSEDED SURVEY CONTROL
 PT0359
 PT0359  NGVD 29 (??/??/92)  467.556  (m)         1533.97   (f) ADJ UNCH    1 2
 PT0359
 PT0359.Superseded values are not recommended for survey control.
 PT0359
 PT0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0359.See file dsdata.pdf to determine how the superseded data were derived.
 PT0359
 PT0359_MARKER: DB = BENCH MARK DISK
 PT0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0359_STAMPING: Q 333 1951
 PT0359_MARK LOGO: CGS
 PT0359_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0359+STABILITY: SURFACE MOTION
 PT0359
 PT0359  HISTORY     - Date     Condition        Report By
 PT0359  HISTORY     - 1951     MONUMENTED       CGS
 PT0359
 PT0359                          STATION DESCRIPTION
 PT0359
 PT0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0359'22.4 MI NW FROM FORT PIERRE.
 PT0359'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COURTHOUSE
 PT0359'AT FORT PIERRE, THENCE 7.3 MILES NORTHWEST ALONG MISSION RIDGE
 PT0359'ROAD, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD, THENCE 1.85
 PT0359'MILES NORTHEAST ALONG A DIRT ROAD.  THENCE 0.9 MILE NORTHWEST
 PT0359'ALONG A DIRT ROAD, 0.2 MILE NORTH OF A SMALL WOODEN CULVERT,
 PT0359'40 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 PT0359'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0487 ***********************************************************************
 OT0487  DESIGNATION -  Q 334
 OT0487  PID         -  OT0487
 OT0487  STATE/COUNTY-  SD/FALL RIVER
 OT0487  COUNTRY     -  US
 OT0487  USGS QUAD   -  BURDOCK (2017)
 OT0487
 OT0487                         *CURRENT SURVEY CONTROL
 OT0487  ______________________________________________________________________
 OT0487* NAD 83(1986) POSITION- 43 26 54.     (N) 103 59 13.     (W)   SCALED
 OT0487* NAVD 88 ORTHO HEIGHT -  1103.833 (meters)     3621.49  (feet) ADJUSTED
 OT0487  ______________________________________________________________________
 OT0487  GEOID HEIGHT    -        -14.719 (meters)                     GEOID18
 OT0487  DYNAMIC HEIGHT  -       1103.378 (meters)     3620.00  (feet) COMP
 OT0487  MODELED GRAVITY -    980,168.6   (mgal)                       NAVD 88
 OT0487
 OT0487  VERT ORDER      -  FIRST     CLASS II
 OT0487
 OT0487.The horizontal coordinates were scaled from a map and have
 OT0487.an estimated accuracy of +/- 6 seconds.
 OT0487
 OT0487.The orthometric height was determined by differential leveling and
 OT0487.adjusted by the NATIONAL GEODETIC SURVEY
 OT0487.in June 1991.
 OT0487
 OT0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0487.GEOID18 height accuracy estimate available here.
 OT0487
 OT0487.Click photographs - Photos may exist for this station.
 OT0487
 OT0487.The dynamic height is computed by dividing the NAVD 88
 OT0487.geopotential number by the normal gravity value computed on the
 OT0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0487.degrees latitude (g = 980.6199 gals.).
 OT0487
 OT0487.The modeled gravity was interpolated from observed gravity values.
 OT0487
 OT0487;                    North         East    Units  Estimated Accuracy
 OT0487;SPC SD S     -   130,370.      304,380.      MT  (+/- 180 meters Scaled)
 OT0487
 OT0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ819111(NAD 83)
 OT0487
 OT0487                          SUPERSEDED SURVEY CONTROL
 OT0487
 OT0487  NGVD 29 (??/??/92) 1103.293  (m)         3619.72   (f) ADJ UNCH    1 2
 OT0487
 OT0487.Superseded values are not recommended for survey control.
 OT0487
 OT0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0487.See file dsdata.pdf to determine how the superseded data were derived.
 OT0487
 OT0487_MARKER: DB = BENCH MARK DISK
 OT0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0487_STAMPING: Q 334 1957
 OT0487_MARK LOGO: CGS
 OT0487_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0487_ROD/PIPE-DEPTH: 7.6 meters
 OT0487
 OT0487  HISTORY     - Date     Condition        Report By
 OT0487  HISTORY     - 1957     MONUMENTED       CGS
 OT0487  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0487
 OT0487                          STATION DESCRIPTION
 OT0487
 OT0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0487'13.2 MI NW FROM EDGEMONT.
 OT0487'ABOUT 13.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0487'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, 0.5 MILE SOUTHEAST
 OT0487'OF BURDOCK, IN SECTION 15, T. 7 S., R. 1 E., 61 FEET NORTHEAST
 OT0487'OF THE NORTHEAST RAIL, 96 FEET EAST OF THE CENTER OF A ROAD
 OT0487'CROSSING, 93 FEET SOUTHEAST OF A FENCE CORNER 60 FEET NORTHWEST
 OT0487'OF A TELEPHONE POLE, 35 FEET SOUTHWEST OF A FENCE LINE, 2 FEET
 OT0487'SOUTHWEST OF A CONCRETE WITNESS POST, A DISK ON A 5/8-INCH
 OT0487'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 25 FEET.  THE
 OT0487'ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
 OT0487
 OT0487                          STATION RECOVERY (1985)
 OT0487
 OT0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0487'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0438 ***********************************************************************
 OT0438  DESIGNATION -  Q 335
 OT0438  PID         -  OT0438
 OT0438  STATE/COUNTY-  SD/FALL RIVER
 OT0438  COUNTRY     -  US
 OT0438  USGS QUAD   -  ARDMORE (2017)
 OT0438
 OT0438                         *CURRENT SURVEY CONTROL
 OT0438  ______________________________________________________________________
 OT0438* NAD 83(1986) POSITION- 43 06 08.     (N) 103 39 43.     (W)   SCALED
 OT0438* NAVD 88 ORTHO HEIGHT -  1067.021 (meters)     3500.72  (feet) ADJUSTED
 OT0438  ______________________________________________________________________
 OT0438  GEOID HEIGHT    -        -15.829 (meters)                     GEOID18
 OT0438  DYNAMIC HEIGHT  -       1066.553 (meters)     3499.18  (feet) COMP
 OT0438  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 OT0438
 OT0438  VERT ORDER      -  FIRST     CLASS II
 OT0438
 OT0438.The horizontal coordinates were scaled from a map and have
 OT0438.an estimated accuracy of +/- 6 seconds.
 OT0438
 OT0438.The orthometric height was determined by differential leveling and
 OT0438.adjusted by the NATIONAL GEODETIC SURVEY
 OT0438.in June 1991.
 OT0438
 OT0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0438.GEOID18 height accuracy estimate available here.
 OT0438
 OT0438.Click photographs - Photos may exist for this station.
 OT0438
 OT0438.The dynamic height is computed by dividing the NAVD 88
 OT0438.geopotential number by the normal gravity value computed on the
 OT0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0438.degrees latitude (g = 980.6199 gals.).
 OT0438
 OT0438.The modeled gravity was interpolated from observed gravity values.
 OT0438
 OT0438;                    North         East    Units  Estimated Accuracy
 OT0438;SPC SD S     -    90,850.      329,120.      MT  (+/- 180 meters Scaled)
 OT0438
 OT0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH088730(NAD 83)
 OT0438
 OT0438                          SUPERSEDED SURVEY CONTROL
 OT0438
 OT0438  NGVD 29 (??/??/92) 1066.470  (m)         3498.91   (f) ADJ UNCH    1 2
 OT0438
 OT0438.Superseded values are not recommended for survey control.
 OT0438
 OT0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0438.See file dsdata.pdf to determine how the superseded data were derived.
 OT0438
 OT0438_MARKER: DB = BENCH MARK DISK
 OT0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0438_STAMPING: Q 335 1957
 OT0438_MARK LOGO: CGS
 OT0438_PROJECTION: PROJECTING 13 CENTIMETERS
 OT0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0438+STABILITY: SURFACE MOTION
 OT0438
 OT0438  HISTORY     - Date     Condition        Report By
 OT0438  HISTORY     - 1957     MONUMENTED       CGS
 OT0438  HISTORY     - 1985     GOOD             NGS
 OT0438
 OT0438                          STATION DESCRIPTION
 OT0438
 OT0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0438'5.6 MI N FROM ARDMORE.
 OT0438'ABOUT 5.65 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0438'RAILROAD FROM THE STATION AT ARDMORE, 115 FEET NORTH-NORTHWEST
 OT0438'OF MILEPOST 456, 59 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OT0438'92 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 87, 40
 OT0438'FEET EAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD NORTH,
 OT0438'10 FEET NORTH OF A LARGE TELEPHONE POLE WITH THREE GUY WIRES
 OT0438'(POLE IS ON A TELEPHONE LINE WHICH CROSSES RAILROAD), ABOUT
 OT0438'5 FEET BELOW THE RAIL, 2 FEET EAST OF A WHITE WOODEN WITNESS
 OT0438'POST AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0438
 OT0438                          STATION RECOVERY (1985)
 OT0438
 OT0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0438'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0438'MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 6412
 OT0438'WEST AND 5 EAST AT ARDMORE, THENCE 0.16 KM (0.1 MI) NORTHWEST ALONG
 OT0438'STATE ROUTE 471, 28.0 METERS (92 FT) SOUTHWEST OF THE CENTER OF THE
 OT0438'ROAD, 18.0 METERS (59 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 OT0438'BURLINGTON NORTHERN RAILROAD, 3.0 METERS (10 FT) NORTH OF A TRIPLE
 OT0438'GUYED POWER POLE, 35.1 METERS (115 FT) NORTH-NORTHWEST OF MILEPOLE
 OT0438'456 AND 0.6 METER (2 FT) EAST OF A WITNESS POST.
 OT0438'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 OT0438'THE MARK IS 1.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0233 ***********************************************************************
 OR0233  DESIGNATION -  Q 336
 OR0233  PID         -  OR0233
 OR0233  STATE/COUNTY-  SD/CHARLES MIX
 OR0233  COUNTRY     -  US
 OR0233  USGS QUAD   -  LAKE ANDES (2017)
 OR0233
 OR0233                         *CURRENT SURVEY CONTROL
 OR0233  ______________________________________________________________________
 OR0233* NAD 83(1986) POSITION- 43 10 12.     (N) 098 36 18.     (W)   SCALED
 OR0233* NAVD 88 ORTHO HEIGHT -   514.311 (meters)     1687.37  (feet) ADJUSTED
 OR0233  ______________________________________________________________________
 OR0233  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 OR0233  DYNAMIC HEIGHT  -        514.144 (meters)     1686.82  (feet) COMP
 OR0233  MODELED GRAVITY -    980,279.4   (mgal)                       NAVD 88
 OR0233
 OR0233  VERT ORDER      -  FIRST     CLASS II
 OR0233
 OR0233.The horizontal coordinates were scaled from a map and have
 OR0233.an estimated accuracy of +/- 6 seconds.
 OR0233
 OR0233.The orthometric height was determined by differential leveling and
 OR0233.adjusted by the NATIONAL GEODETIC SURVEY
 OR0233.in June 1991.
 OR0233
 OR0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0233.GEOID18 height accuracy estimate available here.
 OR0233
 OR0233.Click photographs - Photos may exist for this station.
 OR0233
 OR0233.The dynamic height is computed by dividing the NAVD 88
 OR0233.geopotential number by the normal gravity value computed on the
 OR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0233.degrees latitude (g = 980.6199 gals.).
 OR0233
 OR0233.The modeled gravity was interpolated from observed gravity values.
 OR0233
 OR0233;                    North         East    Units  Estimated Accuracy
 OR0233;SPC SD S     -    94,410.      740,520.      MT  (+/- 180 meters Scaled)
 OR0233
 OR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN321797(NAD 83)
 OR0233
 OR0233                          SUPERSEDED SURVEY CONTROL
 OR0233
 OR0233  NGVD 29 (??/??/92)  513.996  (m)         1686.34   (f) ADJ UNCH    1 2
 OR0233
 OR0233.Superseded values are not recommended for survey control.
 OR0233
 OR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0233.See file dsdata.pdf to determine how the superseded data were derived.
 OR0233
 OR0233_MARKER: DB = BENCH MARK DISK
 OR0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0233_STAMPING: Q 336 1949
 OR0233_MARK LOGO: CGS
 OR0233_PROJECTION: FLUSH
 OR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0233+STABILITY: SURFACE MOTION
 OR0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0233+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0233
 OR0233  HISTORY     - Date     Condition        Report By
 OR0233  HISTORY     - 1949     MONUMENTED       CGS
 OR0233  HISTORY     - 20121210 GOOD             INDIV
 OR0233
 OR0233                          STATION DESCRIPTION
 OR0233
 OR0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0233'3.6 MI W FROM LAKE ANDES.
 OR0233'3.6 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO.
 OR0233'50 FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0233'STATION AT LAKE ANDES, IN THE NORTHWEST QUARTER OF A SECTION
 OR0233'LINE ROAD CROSSING, 75.0 FEET NORTH OF THE CENTER LINE OF THE
 OR0233'HIGHWAY, 147.0 FEET NORTHWEST OF BENCH MARK X 296 RESET, 32.0
 OR0233'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH SECTION LINE
 OR0233'ROAD, 27.0 FEET NORTH OF A CORNER FENCE POST, 1.1 FEET EAST OF
 OR0233'A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 OR0233'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0233
 OR0233                          STATION RECOVERY (2012)
 OR0233
 OR0233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0332 ***********************************************************************
 OR0332  DESIGNATION -  Q 337
 OR0332  PID         -  OR0332
 OR0332  STATE/COUNTY-  SD/GREGORY
 OR0332  COUNTRY     -  US
 OR0332  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0332
 OR0332                         *CURRENT SURVEY CONTROL
 OR0332  ______________________________________________________________________
 OR0332* NAD 83(1986) POSITION- 43 05 18.     (N) 098 42 25.     (W)   SCALED
 OR0332* NAVD 88 ORTHO HEIGHT -   385.334 (meters)     1264.22  (feet) ADJUSTED
 OR0332  ______________________________________________________________________
 OR0332  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 OR0332  DYNAMIC HEIGHT  -        385.199 (meters)     1263.77  (feet) COMP
 OR0332  MODELED GRAVITY -    980,259.5   (mgal)                       NAVD 88
 OR0332
 OR0332  VERT ORDER      -  FIRST     CLASS II
 OR0332
 OR0332.The horizontal coordinates were scaled from a map and have
 OR0332.an estimated accuracy of +/- 6 seconds.
 OR0332
 OR0332.The orthometric height was determined by differential leveling and
 OR0332.adjusted by the NATIONAL GEODETIC SURVEY
 OR0332.in June 1991.
 OR0332
 OR0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0332.GEOID18 height accuracy estimate available here.
 OR0332
 OR0332.Click photographs - Photos may exist for this station.
 OR0332
 OR0332.The dynamic height is computed by dividing the NAVD 88
 OR0332.geopotential number by the normal gravity value computed on the
 OR0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0332.degrees latitude (g = 980.6199 gals.).
 OR0332
 OR0332.The modeled gravity was interpolated from observed gravity values.
 OR0332
 OR0332;                    North         East    Units  Estimated Accuracy
 OR0332;SPC SD S     -    85,170.      732,410.      MT  (+/- 180 meters Scaled)
 OR0332
 OR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238706(NAD 83)
 OR0332
 OR0332                          SUPERSEDED SURVEY CONTROL
 OR0332
 OR0332  NGVD 29 (??/??/92)  385.020  (m)         1263.19   (f) ADJ UNCH    1 2
 OR0332
 OR0332.Superseded values are not recommended for survey control.
 OR0332
 OR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0332.See file dsdata.pdf to determine how the superseded data were derived.
 OR0332
 OR0332_MARKER: DB = BENCH MARK DISK
 OR0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0332_STAMPING: Q 337 1949
 OR0332_MARK LOGO: CGS
 OR0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0332+STABILITY: SURFACE MOTION
 OR0332
 OR0332  HISTORY     - Date     Condition        Report By
 OR0332  HISTORY     - 1949     MONUMENTED       CGS
 OR0332  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0332  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0332
 OR0332                          STATION DESCRIPTION
 OR0332
 OR0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0332'16.6 MI E FROM FAIRFAX.
 OR0332'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0332'FAIRFAX, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 281, THENCE
 OR0332'8.9 MILES EAST ALONG STATE HIGHWAY 54, THENCE 0.2 MILE EAST
 OR0332'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED
 OR0332'DIRT ROAD, THENCE 0.8 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 OR0332'1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST
 OR0332'ALONG A GRADED DIRT ROAD, THENCE 3.7 MILES NORTH ALONG A GRADED
 OR0332'DIRT ROAD, AT A Y JUNCTION WITH A DIRT WOODS ROAD WHICH LEADS
 OR0332'EAST 0.6 MILE TO THE WEST BANK OF THE MISSOURI RIVER.  13.0 FEET
 OR0332'SOUTH OF THE CENTER LINE OF THE WOODS ROAD, 66.0 FEET NORTHEAST
 OR0332'OF THE CENTER LINE OF THE MAIN ROAD, 1.0 FOOT NORTH OF A FENCE,
 OR0332'1.1 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 OR0332'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 OR0332'NOTE-- MARK IS UNDER WATER.
 OR0332
 OR0332                          STATION RECOVERY (1962)
 OR0332
 OR0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0332'MARK NOT FOUND.
 OR0332
 OR0332                          STATION RECOVERY (2013)
 OR0332
 OR0332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0196 ***********************************************************************
 OR0196  DESIGNATION -  Q 338
 OR0196  PID         -  OR0196
 OR0196  STATE/COUNTY-  SD/GREGORY
 OR0196  COUNTRY     -  US
 OR0196  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0196
 OR0196                         *CURRENT SURVEY CONTROL
 OR0196  ______________________________________________________________________
 OR0196* NAD 83(1986) POSITION- 43 07 05.     (N) 098 51 52.     (W)   SCALED
 OR0196* NAVD 88 ORTHO HEIGHT -   435.744 (meters)     1429.60  (feet) ADJUSTED
 OR0196  ______________________________________________________________________
 OR0196  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0196  DYNAMIC HEIGHT  -        435.586 (meters)     1429.09  (feet) COMP
 OR0196  MODELED GRAVITY -    980,245.1   (mgal)                       NAVD 88
 OR0196
 OR0196  VERT ORDER      -  FIRST     CLASS II
 OR0196
 OR0196.The horizontal coordinates were scaled from a map and have
 OR0196.an estimated accuracy of +/- 6 seconds.
 OR0196
 OR0196.The orthometric height was determined by differential leveling and
 OR0196.adjusted by the NATIONAL GEODETIC SURVEY
 OR0196.in June 1991.
 OR0196
 OR0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0196.GEOID18 height accuracy estimate available here.
 OR0196
 OR0196.Click photographs - Photos may exist for this station.
 OR0196
 OR0196.The dynamic height is computed by dividing the NAVD 88
 OR0196.geopotential number by the normal gravity value computed on the
 OR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0196.degrees latitude (g = 980.6199 gals.).
 OR0196
 OR0196.The modeled gravity was interpolated from observed gravity values.
 OR0196
 OR0196;                    North         East    Units  Estimated Accuracy
 OR0196;SPC SD S     -    88,230.      719,530.      MT  (+/- 180 meters Scaled)
 OR0196
 OR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN110739(NAD 83)
 OR0196
 OR0196                          SUPERSEDED SURVEY CONTROL
 OR0196
 OR0196  NGVD 29 (??/??/92)  435.413  (m)         1428.52   (f) ADJ UNCH    1 2
 OR0196
 OR0196.Superseded values are not recommended for survey control.
 OR0196
 OR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0196.See file dsdata.pdf to determine how the superseded data were derived.
 OR0196
 OR0196_MARKER: DB = BENCH MARK DISK
 OR0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0196_STAMPING: Q 338 1949
 OR0196_MARK LOGO: CGS
 OR0196_PROJECTION: FLUSH
 OR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0196+STABILITY: SURFACE MOTION
 OR0196
 OR0196  HISTORY     - Date     Condition        Report By
 OR0196  HISTORY     - 1949     MONUMENTED       CGS
 OR0196  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0196
 OR0196                          STATION DESCRIPTION
 OR0196
 OR0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0196'7.7 MI NE FROM BONESTEEL.
 OR0196'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0196'BONESTEEL, THENCE 6.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0196'THENCE 1.1 MILES NORTH ALONG A DIRT ROAD, IN A GROVE OF ELM
 OR0196'TREES, 0.15 MILE SOUTH OF A STEEL BRIDGE OVER NORTH SCALP CREEK,
 OR0196'AT A T-JUNCTION OF ROADS, 28.0 FEET EAST OF THE INTERSECTION
 OR0196'OF THE CENTER LINES OF THE ROADS, 12.0 FEET NORTHEAST OF THE
 OR0196'CENTER LINE OF THE MAIN ROAD, 1.2 FEET SOUTHWEST OF A FENCE,
 OR0196'2.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 OR0196'CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0196
 OR0196                          STATION RECOVERY (2013)
 OR0196
 OR0196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0603 ***********************************************************************
 OR0603  DESIGNATION -  Q 339
 OR0603  PID         -  OR0603
 OR0603  STATE/COUNTY-  SD/GREGORY
 OR0603  COUNTRY     -  US
 OR0603  USGS QUAD   -  DIXON SE (2017)
 OR0603
 OR0603                         *CURRENT SURVEY CONTROL
 OR0603  ______________________________________________________________________
 OR0603* NAD 83(1986) POSITION- 43 16 13.     (N) 099 21 22.     (W)   SCALED
 OR0603* NAVD 88 ORTHO HEIGHT -   647.702 (meters)     2125.00  (feet) ADJUSTED
 OR0603  ______________________________________________________________________
 OR0603  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 OR0603  DYNAMIC HEIGHT  -        647.458 (meters)     2124.20  (feet) COMP
 OR0603  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 OR0603
 OR0603  VERT ORDER      -  SECOND    CLASS 0
 OR0603
 OR0603.The horizontal coordinates were scaled from a map and have
 OR0603.an estimated accuracy of +/- 6 seconds.
 OR0603
 OR0603.The orthometric height was determined by differential leveling and
 OR0603.adjusted by the NATIONAL GEODETIC SURVEY
 OR0603.in June 1991.
 OR0603
 OR0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0603.GEOID18 height accuracy estimate available here.
 OR0603
 OR0603.Click photographs - Photos may exist for this station.
 OR0603
 OR0603.The dynamic height is computed by dividing the NAVD 88
 OR0603.geopotential number by the normal gravity value computed on the
 OR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0603.degrees latitude (g = 980.6199 gals.).
 OR0603
 OR0603.The modeled gravity was interpolated from observed gravity values.
 OR0603
 OR0603;                    North         East    Units  Estimated Accuracy
 OR0603;SPC SD S     -   104,550.      679,330.      MT  (+/- 180 meters Scaled)
 OR0603
 OR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN711908(NAD 83)
 OR0603
 OR0603                          SUPERSEDED SURVEY CONTROL
 OR0603
 OR0603  NGVD 29 (??/??/92)  647.356  (m)         2123.87   (f) ADJ UNCH    2 0
 OR0603
 OR0603.Superseded values are not recommended for survey control.
 OR0603
 OR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0603.See file dsdata.pdf to determine how the superseded data were derived.
 OR0603
 OR0603_MARKER: DB = BENCH MARK DISK
 OR0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0603_STAMPING: Q 339 1949
 OR0603_MARK LOGO: CGS
 OR0603_PROJECTION: FLUSH
 OR0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0603+STABILITY: SURFACE MOTION
 OR0603
 OR0603  HISTORY     - Date     Condition        Report By
 OR0603  HISTORY     - 1949     MONUMENTED       CGS
 OR0603
 OR0603                          STATION DESCRIPTION
 OR0603
 OR0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0603'6.4 MI N FROM GREGORY.
 OR0603'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0603'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 OR0603'NORTH ALONG A GRAVEL ROAD, IN THE NORTHWEST QUARTER OF A PUBLIC
 OR0603'ROAD CROSSING, ABOUT 250 FEET SOUTH OF A RED BARN, 41.0 FEET
 OR0603'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32.0 FEET
 OR0603'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 6.0 FEET SOUTHWEST
 OR0603'OF A POWER LINE POLE, 2.0 FEET SOUTHWEST OF A CORNER FENCE POST,
 OR0603'1.6 FEET SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST,
 OR0603'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1092 ***********************************************************************
 OR1092  DESIGNATION -  Q 339 RESET
 OR1092  PID         -  OR1092
 OR1092  STATE/COUNTY-  SD/GREGORY
 OR1092  COUNTRY     -  US
 OR1092  USGS QUAD   -  DIXON SE (2017)
 OR1092
 OR1092                         *CURRENT SURVEY CONTROL
 OR1092  ______________________________________________________________________
 OR1092* NAD 83(1986) POSITION- 43 16 13.     (N) 099 21 22.     (W)   SCALED
 OR1092* NAVD 88 ORTHO HEIGHT -   647.09  (meters)     2123.0   (feet) RESET
 OR1092  ______________________________________________________________________
 OR1092  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 OR1092  VERT ORDER      -  THIRD
 OR1092
 OR1092.The horizontal coordinates were scaled from a map and have
 OR1092.an estimated accuracy of +/- 6 seconds.
 OR1092
 OR1092.The orthometric height was computed from unverified reset data.
 OR1092
 OR1092.No vertical observational check was made to the station.
 OR1092
 OR1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1092.GEOID18 height accuracy estimate available here.
 OR1092
 OR1092.Click photographs - Photos may exist for this station.
 OR1092
 OR1092;                    North         East    Units  Estimated Accuracy
 OR1092;SPC SD S     -   104,550.      679,330.      MT  (+/- 180 meters Scaled)
 OR1092
 OR1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN711908(NAD 83)
 OR1092
 OR1092                          SUPERSEDED SURVEY CONTROL
 OR1092
 OR1092  NGVD 29 (04/17/07)  646.75   (m)         2121.9    (f) RESET       3  
 OR1092
 OR1092.Superseded values are not recommended for survey control.
 OR1092
 OR1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1092.See file dsdata.pdf to determine how the superseded data were derived.
 OR1092
 OR1092_MARKER: DV = VERTICAL CONTROL DISK
 OR1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1092_STAMPING: Q 339 RESET 1984
 OR1092_MARK LOGO: NGS
 OR1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1092+STABILITY: SURFACE MOTION
 OR1092
 OR1092  HISTORY     - Date     Condition        Report By
 OR1092  HISTORY     - 1984     MONUMENTED       NGS
 OR1092
 OR1092                          STATION DESCRIPTION
 OR1092
 OR1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OR1092'1.1 KM (0.70 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OR1092'GREGORY, THENCE 0.6 KM (0.35 MI) EAST ALONG GRAVELED ROAD, THENCE 3.2
 OR1092'KM (2.00 MI) NORTH ALONG GRAVELED ROAD, 31.6 M (103.7 FT) EAST OF THE
 OR1092'CENTER OF ROAD, 8.5 M (27.9 FT) SOUTH OF CENTER OF ROAD, 0.3 M
 OR1092'(1.0 FT) NORTH OF FENCE AND 0.3 M (1.0 FT) WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0650 ***********************************************************************
 OR0650  DESIGNATION -  Q 340
 OR0650  PID         -  OR0650
 OR0650  STATE/COUNTY-  SD/GREGORY
 OR0650  COUNTRY     -  US
 OR0650  USGS QUAD   -  LUCAS NW (2017)
 OR0650
 OR0650                         *CURRENT SURVEY CONTROL
 OR0650  ______________________________________________________________________
 OR0650* NAD 83(1986) POSITION- 43 22 36.     (N) 099 11 04.     (W)   SCALED
 OR0650* NAVD 88 ORTHO HEIGHT -   539.274 (meters)     1769.27  (feet) ADJUSTED
 OR0650  ______________________________________________________________________
 OR0650  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 OR0650  DYNAMIC HEIGHT  -        539.082 (meters)     1768.64  (feet) COMP
 OR0650  MODELED GRAVITY -    980,248.3   (mgal)                       NAVD 88
 OR0650
 OR0650  VERT ORDER      -  FIRST     CLASS II
 OR0650
 OR0650.The horizontal coordinates were scaled from a map and have
 OR0650.an estimated accuracy of +/- 6 seconds.
 OR0650
 OR0650.The orthometric height was determined by differential leveling and
 OR0650.adjusted by the NATIONAL GEODETIC SURVEY
 OR0650.in June 1991.
 OR0650
 OR0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0650.GEOID18 height accuracy estimate available here.
 OR0650
 OR0650.Click photographs - Photos may exist for this station.
 OR0650
 OR0650.The dynamic height is computed by dividing the NAVD 88
 OR0650.geopotential number by the normal gravity value computed on the
 OR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0650.degrees latitude (g = 980.6199 gals.).
 OR0650
 OR0650.The modeled gravity was interpolated from observed gravity values.
 OR0650
 OR0650;                    North         East    Units  Estimated Accuracy
 OR0650;SPC SD S     -   116,550.      693,100.      MT  (+/- 180 meters Scaled)
 OR0650
 OR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP850026(NAD 83)
 OR0650
 OR0650                          SUPERSEDED SURVEY CONTROL
 OR0650
 OR0650  NGVD 29 (??/??/92)  538.917  (m)         1768.10   (f) ADJ UNCH    1 2
 OR0650
 OR0650.Superseded values are not recommended for survey control.
 OR0650
 OR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0650.See file dsdata.pdf to determine how the superseded data were derived.
 OR0650
 OR0650_MARKER: DB = BENCH MARK DISK
 OR0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0650_STAMPING: Q 340 1949
 OR0650_MARK LOGO: CGS
 OR0650_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0650+STABILITY: SURFACE MOTION
 OR0650
 OR0650  HISTORY     - Date     Condition        Report By
 OR0650  HISTORY     - 1949     MONUMENTED       CGS
 OR0650  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0650  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0650
 OR0650                          STATION DESCRIPTION
 OR0650
 OR0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0650'27.4 MI NE FROM GREGORY.
 OR0650'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0650'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0650'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0650'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0650'NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A DIRT ROAD,
 OR0650'THENCE 3.1 MILES NORTHERLY ALONG A DIRT ROAD, ON THE OUTSIDE
 OR0650'OF A CURVE WITH TANGENTS LEADING WEST AND NORTH, 0.4 MILE SOUTHEAST
 OR0650'OF A Y-JUNCTION, 109 FEET NORTH OF AN EAST-WEST FENCE, 88 FEET
 OR0650'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ACROSS THE ROAD FROM A
 OR0650'SMALL DRAW, ABOUT 5 FEET BELOW ROAD LEVEL, 1.3 FEET WEST OF A
 OR0650'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 OR0650'FOOT ABOVE THE GROUND.
 OR0650
 OR0650                          STATION RECOVERY (1971)
 OR0650
 OR0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0650'MARK NOT FOUND.
 OR0650
 OR0650                          STATION RECOVERY (2013)
 OR0650
 OR0650'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0650'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0651 ***********************************************************************
 OR0651  DESIGNATION -  Q 340 RESET
 OR0651  PID         -  OR0651
 OR0651  STATE/COUNTY-  SD/GREGORY
 OR0651  COUNTRY     -  US
 OR0651  USGS QUAD   -  LUCAS NW (2017)
 OR0651
 OR0651                         *CURRENT SURVEY CONTROL
 OR0651  ______________________________________________________________________
 OR0651* NAD 83(1986) POSITION- 43 22 36.     (N) 099 11 04.     (W)   SCALED
 OR0651* NAVD 88 ORTHO HEIGHT -   522.23  (+/-2cm)     1713.3   (feet) VERTCON3
 OR0651  ______________________________________________________________________
 OR0651  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 OR0651  VERT ORDER      -  THIRD (See Below)
 OR0651
 OR0651.The horizontal coordinates were scaled from a map and have
 OR0651.an estimated accuracy of +/- 6 seconds.
 OR0651
 OR0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0651
 OR0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0651.GEOID18 height accuracy estimate available here.
 OR0651
 OR0651.The vertical order pertains to the NGVD 29 superseded value.
 OR0651
 OR0651.Click photographs - Photos may exist for this station.
 OR0651
 OR0651;                    North         East    Units  Estimated Accuracy
 OR0651;SPC SD S     -   116,550.      693,100.      MT  (+/- 180 meters Scaled)
 OR0651
 OR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP850026(NAD 83)
 OR0651
 OR0651                          SUPERSEDED SURVEY CONTROL
 OR0651
 OR0651  NGVD 29 (??/??/??)  521.87   (m)         1712.2    (f) RESET       3  
 OR0651
 OR0651.Superseded values are not recommended for survey control.
 OR0651
 OR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0651.See file dsdata.pdf to determine how the superseded data were derived.
 OR0651
 OR0651_MARKER: DB = BENCH MARK DISK
 OR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0651_STAMPING: Q 340 RESET 1964
 OR0651_MARK LOGO: CGS
 OR0651_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0651+STABILITY: SURFACE MOTION
 OR0651
 OR0651  HISTORY     - Date     Condition        Report By
 OR0651  HISTORY     - 1964     MONUMENTED       SDHD
 OR0651  HISTORY     - 1964     GOOD             CGS
 OR0651
 OR0651                          STATION DESCRIPTION
 OR0651
 OR0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OR0651'27.4 MI NE FROM GREGORY.
 OR0651'0.7 MILES NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0651'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0651'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0651'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0651'NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A DIRT
 OR0651'ROAD, THENCE 3.1 MILES NORTHERLY ALONG A DIRT ROAD, ON THE OUTSIDE
 OR0651'OF A CURVE WITH TANGENTS LEADING WEST AND NORTH, 0.4 MILE SOUTHEAST
 OR0651'OF A Y-JUNCTION, 109 FEET NORTH OF AN EAST-WEST FENCE, 88 FEET
 OR0651'SOUTHEAST OF THE CENTERLINE OF THE ROAD ACROSS THE ROAD FROM A
 OR0651'SMALL DRAW, ABOUT 5 FEET BELOW ROAD LEVEL, 1.3 FEET WEST OF A
 OR0651'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0651'0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0271 ***********************************************************************
 PR0271  DESIGNATION -  Q 341
 PR0271  PID         -  PR0271
 PR0271  STATE/COUNTY-  SD/BROOKINGS
 PR0271  COUNTRY     -  US
 PR0271  USGS QUAD   -  BROOKINGS (2017)
 PR0271
 PR0271                         *CURRENT SURVEY CONTROL
 PR0271  ______________________________________________________________________
 PR0271* NAD 83(1986) POSITION- 44 18 14.     (N) 096 48 29.     (W)   SCALED
 PR0271* NAVD 88 ORTHO HEIGHT -   491.444 (meters)     1612.35  (feet) ADJUSTED
 PR0271  ______________________________________________________________________
 PR0271  GEOID HEIGHT    -        -25.413 (meters)                     GEOID18
 PR0271  DYNAMIC HEIGHT  -        491.352 (meters)     1612.04  (feet) COMP
 PR0271  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 PR0271
 PR0271  VERT ORDER      -  FIRST     CLASS II
 PR0271
 PR0271.This mark is at Brookings Airport (BKX)
 PR0271
 PR0271.The horizontal coordinates were scaled from a map and have
 PR0271.an estimated accuracy of +/- 6 seconds.
 PR0271
 PR0271.The orthometric height was determined by differential leveling and
 PR0271.adjusted by the NATIONAL GEODETIC SURVEY
 PR0271.in October 1997.
 PR0271
 PR0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0271.GEOID18 height accuracy estimate available here.
 PR0271
 PR0271.Click photographs - Photos may exist for this station.
 PR0271
 PR0271.The dynamic height is computed by dividing the NAVD 88
 PR0271.geopotential number by the normal gravity value computed on the
 PR0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0271.degrees latitude (g = 980.6199 gals.).
 PR0271
 PR0271.The modeled gravity was interpolated from observed gravity values.
 PR0271
 PR0271;                    North         East    Units  Estimated Accuracy
 PR0271;SPC SD N     -    57,310.      854,640.      MT  (+/- 180 meters Scaled)
 PR0271
 PR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ748079(NAD 83)
 PR0271
 PR0271                          SUPERSEDED SURVEY CONTROL
 PR0271
 PR0271  NAVD 88 (06/15/91)  491.465  (m)         1612.41   (f) SUPERSEDED  1 2
 PR0271  NGVD 29 (??/??/92)  491.210  (m)         1611.58   (f) ADJ UNCH    1 2
 PR0271
 PR0271.Superseded values are not recommended for survey control.
 PR0271
 PR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0271.See file dsdata.pdf to determine how the superseded data were derived.
 PR0271
 PR0271_MARKER: DB = BENCH MARK DISK
 PR0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0271_STAMPING: Q 341 1949
 PR0271_MARK LOGO: CGS
 PR0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0271+STABILITY: SURFACE MOTION
 PR0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0271+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR0271
 PR0271  HISTORY     - Date     Condition        Report By
 PR0271  HISTORY     - 1949     MONUMENTED       CGS
 PR0271  HISTORY     - 1964     GOOD             CGS
 PR0271  HISTORY     - 19900703 GOOD             NGS
 PR0271  HISTORY     - 19940916 GOOD             NGS
 PR0271
 PR0271                          STATION DESCRIPTION
 PR0271
 PR0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0271'0.9 MI S FROM BROOKINGS.
 PR0271'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0271'BROOKINGS, THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, ON THE
 PR0271'OUTSIDE OF A CURVE, AT THE BROOKINGS AIRPORT, 241.0 FEET
 PR0271'SOUTHEAST OF THE EXTENDED CENTER LINE OF A NORTHEAST-SOUTHWEST
 PR0271'TAXIWAY AND THE PROPOSED LOCATION OF THE ADMINISTRATION
 PR0271'BUILDING, 110.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PR0271'89.4 FEET SOUTH SOUTHEAST OF THE CENTER OF THE SOUTH CONCRETE
 PR0271'HEADWALL OF A 24-INCH CONCRETE TILE CULVERT, 7.0 FEET EAST
 PR0271'OF A FENCE CORNER, 1.5 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 PR0271'NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0271'0.3 FOOT ABOVE THE GROUND.
 PR0271
 PR0271                          STATION RECOVERY (1964)
 PR0271
 PR0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PR0271'RECOVERED IN GOOD CONDITION.
 PR0271
 PR0271                          STATION RECOVERY (1990)
 PR0271
 PR0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0271'IN BROOKINGS, AT THE BROOKINGS MUNICIPAL AIRPORT, 62.3 M (204.4 FT)
 PR0271'SOUTHEAST OF THE EAST CORNER OF THE TERMINAL BUILDING, 47.6 M
 PR0271'(156.2 FT) WEST OF THE SOUTHWEST CORNER OF THE TERMINAL BUILDING,
 PR0271'47.6 M (156.2 FT) WEST OF THE SOUTHWEST CORNER OF THE MOST WESTERLY
 PR0271'OF 3 ELECTRIC TRANSFORMERS, 37.1 M (121.7 FT) SOUTHWEST OF THE CENTER
 PR0271'OF 2ND STREET SOUTH, 27.2 M (89.2 FT) SOUTH OF THE CENTER OF THE
 PR0271'SOUTHWEST CONCRETE HEADWALL OF A PIPE CULVERT, 1.1 M (3.6 FT) NORTH
 PR0271'OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE STREET, AND THE
 PR0271'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR0271
 PR0271                          STATION RECOVERY (1994)
 PR0271
 PR0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0271'IN BROOKINGS, AT 413 2ND STREET SOUTHWEST, 62.3 M (204.4 FT) SOUTHEAST
 PR0271'OF THE EAST CORNER OF THE BROOKINGS MUNICIPAL AIRPORT TERMINAL AT 413
 PR0271'2ND STREET, 40.4 M (132.5 FT) SOUTHWEST OF THE STREET CENTER, 27.2 M
 PR0271'(89.2 FT) SOUTH OF THE CENTER OF THE SOUTH HEADWALL OF A CULVERT, 13.6
 PR0271'M (44.6 FT) WEST OF THE NORTHWEST LEG OF AN AIRPORT BEACON, 3.1 M
 PR0271'(10.2 FT) EAST OF A CHAIN-LINK FENCE CORNER, 1.2 M (3.9 FT) NORTH OF A
 PR0271'CHAIN-LINK FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET, AND
 PR0271'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0908 ***********************************************************************
 NM0908  DESIGNATION -  Q 343
 NM0908  PID         -  NM0908
 NM0908  STATE/COUNTY-  SD/CLAY
 NM0908  COUNTRY     -  US
 NM0908  USGS QUAD   -  MASKELL (2017)
 NM0908
 NM0908                         *CURRENT SURVEY CONTROL
 NM0908  ______________________________________________________________________
 NM0908* NAD 83(1986) POSITION- 42 44 50.     (N) 096 56 47.     (W)   SCALED
 NM0908* NAVD 88 ORTHO HEIGHT -   349.778 (meters)     1147.56  (feet) ADJUSTED
 NM0908  ______________________________________________________________________
 NM0908  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM0908  DYNAMIC HEIGHT  -        349.672 (meters)     1147.22  (feet) COMP
 NM0908  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 NM0908
 NM0908  VERT ORDER      -  SECOND    CLASS 0
 NM0908
 NM0908.The horizontal coordinates were scaled from a map and have
 NM0908.an estimated accuracy of +/- 6 seconds.
 NM0908
 NM0908.The orthometric height was determined by differential leveling and
 NM0908.adjusted by the NATIONAL GEODETIC SURVEY
 NM0908.in June 1991.
 NM0908
 NM0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0908.GEOID18 height accuracy estimate available here.
 NM0908
 NM0908.Click photographs - Photos may exist for this station.
 NM0908
 NM0908.The dynamic height is computed by dividing the NAVD 88
 NM0908.geopotential number by the normal gravity value computed on the
 NM0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0908.degrees latitude (g = 980.6199 gals.).
 NM0908
 NM0908.The modeled gravity was interpolated from observed gravity values.
 NM0908
 NM0908;                    North         East    Units  Estimated Accuracy
 NM0908;SPC SD S     -    51,630.      877,230.      MT  (+/- 180 meters Scaled)
 NM0908
 NM0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN680347(NAD 83)
 NM0908
 NM0908                          SUPERSEDED SURVEY CONTROL
 NM0908
 NM0908  NGVD 29 (??/??/92)  349.574  (m)         1146.89   (f) ADJ UNCH    2 0
 NM0908
 NM0908.Superseded values are not recommended for survey control.
 NM0908
 NM0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0908.See file dsdata.pdf to determine how the superseded data were derived.
 NM0908
 NM0908_MARKER: DB = BENCH MARK DISK
 NM0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0908_STAMPING: Q 343 1949
 NM0908_MARK LOGO: CGS
 NM0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0908+STABILITY: SURFACE MOTION
 NM0908
 NM0908  HISTORY     - Date     Condition        Report By
 NM0908  HISTORY     - 1949     MONUMENTED       CGS
 NM0908  HISTORY     - 19981031 GOOD             LOCENG
 NM0908
 NM0908                          STATION DESCRIPTION
 NM0908
 NM0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0908'3 MI S FROM VERMILLION.
 NM0908'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, MILWAUKEE,
 NM0908'ST. PAUL AND PACIFIC RAILROAD STATION AT VERMILLION, THENCE
 NM0908'1.8 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.9 MILE WEST
 NM0908'ALONG A GRAVELED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A DIRT
 NM0908'ROAD, AT A FARM HOUSE OWNED BY CHRIS PUTMAN AND OCCUPIED BY
 NM0908'K.C. SAMSEL, 131.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NM0908'HOUSE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 NM0908'NORTHEAST-SOUTHWEST ROAD, 12.0 FEET SOUTHWEST OF THE CENTER
 NM0908'OF A WIRE GATE, 2.6 FEET NORTHWEST OF A FENCE, 2.0 FEET
 NM0908'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM0908'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NM0908
 NM0908                          STATION RECOVERY (1998)
 NM0908
 NM0908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 NM0908'RECOVERED IN GOOD CONDITION.  NOTE--DESIGNED HIGHWAY CONSTRUCTION NEAR
 NM0908'BY PUT THIS BM IN JEOPARDY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0356 ***********************************************************************
 PR0356  DESIGNATION -  Q 344
 PR0356  PID         -  PR0356
 PR0356  STATE/COUNTY-  SD/DEUEL
 PR0356  COUNTRY     -  US
 PR0356  USGS QUAD   -  ESTELLINE SE (2017)
 PR0356
 PR0356                         *CURRENT SURVEY CONTROL
 PR0356  ______________________________________________________________________
 PR0356* NAD 83(1986) POSITION- 44 34 21.     (N) 096 50 09.     (W)   SCALED
 PR0356* NAVD 88 ORTHO HEIGHT -   531.994 (meters)     1745.38  (feet) ADJUSTED
 PR0356  ______________________________________________________________________
 PR0356  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 PR0356  DYNAMIC HEIGHT  -        531.911 (meters)     1745.11  (feet) COMP
 PR0356  MODELED GRAVITY -    980,445.5   (mgal)                       NAVD 88
 PR0356
 PR0356  VERT ORDER      -  SECOND    CLASS 0
 PR0356
 PR0356.The horizontal coordinates were scaled from a map and have
 PR0356.an estimated accuracy of +/- 6 seconds.
 PR0356
 PR0356.The orthometric height was determined by differential leveling and
 PR0356.adjusted by the NATIONAL GEODETIC SURVEY
 PR0356.in June 1991.
 PR0356
 PR0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0356.GEOID18 height accuracy estimate available here.
 PR0356
 PR0356.Click photographs - Photos may exist for this station.
 PR0356
 PR0356.The dynamic height is computed by dividing the NAVD 88
 PR0356.geopotential number by the normal gravity value computed on the
 PR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0356.degrees latitude (g = 980.6199 gals.).
 PR0356
 PR0356.The modeled gravity was interpolated from observed gravity values.
 PR0356
 PR0356;                    North         East    Units  Estimated Accuracy
 PR0356;SPC SD N     -    87,050.      851,260.      MT  (+/- 180 meters Scaled)
 PR0356
 PR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ718377(NAD 83)
 PR0356
 PR0356                          SUPERSEDED SURVEY CONTROL
 PR0356
 PR0356  NGVD 29 (??/??/92)  531.709  (m)         1744.45   (f) ADJ UNCH    2 0
 PR0356
 PR0356.Superseded values are not recommended for survey control.
 PR0356
 PR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0356.See file dsdata.pdf to determine how the superseded data were derived.
 PR0356
 PR0356_MARKER: DB = BENCH MARK DISK
 PR0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0356_STAMPING: Q 344 1949
 PR0356_MARK LOGO: CGS
 PR0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0356+STABILITY: SURFACE MOTION
 PR0356
 PR0356  HISTORY     - Date     Condition        Report By
 PR0356  HISTORY     - 1949     MONUMENTED       CGS
 PR0356
 PR0356                          STATION DESCRIPTION
 PR0356
 PR0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0356'3.4 MI E FROM ESTELLINE.
 PR0356'3.35 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND NORTH
 PR0356'WESTERN RAILROAD STATION AT ESTELLINE, 450 FEET WEST OF THE CENTER
 PR0356'OF A DEEP GULLY LEADING SOUTH, 166 FEET EAST OF THE EXTENDED
 PR0356'CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 87 FEET SOUTH OF THE
 PR0356'CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTH OF A FENCE, 2.5 FEET
 PR0356'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 PR0356'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0462 ***********************************************************************
 PS0462  DESIGNATION -  Q 349
 PS0462  PID         -  PS0462
 PS0462  STATE/COUNTY-  SD/LYMAN
 PS0462  COUNTRY     -  US
 PS0462  USGS QUAD   -  LOWER BRULE NE (2017)
 PS0462
 PS0462                         *CURRENT SURVEY CONTROL
 PS0462  ______________________________________________________________________
 PS0462* NAD 83(1986) POSITION- 44 08 25.     (N) 099 34 49.     (W)   SCALED
 PS0462* NAVD 88 ORTHO HEIGHT -   438.584 (meters)     1438.92  (feet) ADJUSTED
 PS0462  ______________________________________________________________________
 PS0462  GEOID HEIGHT    -        -24.472 (meters)                     GEOID18
 PS0462  DYNAMIC HEIGHT  -        438.488 (meters)     1438.61  (feet) COMP
 PS0462  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 PS0462
 PS0462  VERT ORDER      -  FIRST     CLASS II
 PS0462
 PS0462.The horizontal coordinates were scaled from a map and have
 PS0462.an estimated accuracy of +/- 6 seconds.
 PS0462
 PS0462.The orthometric height was determined by differential leveling and
 PS0462.adjusted by the NATIONAL GEODETIC SURVEY
 PS0462.in June 1991.
 PS0462
 PS0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0462.GEOID18 height accuracy estimate available here.
 PS0462
 PS0462.Click photographs - Photos may exist for this station.
 PS0462
 PS0462.The dynamic height is computed by dividing the NAVD 88
 PS0462.geopotential number by the normal gravity value computed on the
 PS0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0462.degrees latitude (g = 980.6199 gals.).
 PS0462
 PS0462.The modeled gravity was interpolated from observed gravity values.
 PS0462
 PS0462;                    North         East    Units  Estimated Accuracy
 PS0462;SPC SD S     -   201,010.      660,250.      MT  (+/- 180 meters Scaled)
 PS0462
 PS0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP535876(NAD 83)
 PS0462
 PS0462                          SUPERSEDED SURVEY CONTROL
 PS0462
 PS0462  NGVD 29 (??/??/92)  438.256  (m)         1437.84   (f) ADJ UNCH    1 2
 PS0462
 PS0462.Superseded values are not recommended for survey control.
 PS0462
 PS0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0462.See file dsdata.pdf to determine how the superseded data were derived.
 PS0462
 PS0462_MARKER: DB = BENCH MARK DISK
 PS0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0462_STAMPING: Q 349 1949
 PS0462_MARK LOGO: CGS
 PS0462_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0462+STABILITY: SURFACE MOTION
 PS0462
 PS0462  HISTORY     - Date     Condition        Report By
 PS0462  HISTORY     - 1949     MONUMENTED       CGS
 PS0462
 PS0462                          STATION DESCRIPTION
 PS0462
 PS0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0462'4.8 MI N FROM LOWER BRULE.
 PS0462'4.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0462'LOWER BRULE, IN THE SOUTHEAST CORNER OF A PASTURE FIELD, 36 FEET
 PS0462'WEST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTHWEST OF A 3-WAY
 PS0462'CORNER FENCE POST, 2.5 FEET NORTH OF THE EAST-WEST FENCE,
 PS0462'2 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 4 FEET SOUTHWEST
 PS0462'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 PS0462'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0060 ***********************************************************************
 QR0060  DESIGNATION -  Q 350
 QR0060  PID         -  QR0060
 QR0060  STATE/COUNTY-  SD/BROWN
 QR0060  COUNTRY     -  US
 QR0060  USGS QUAD   -  BATH (2017)
 QR0060
 QR0060                         *CURRENT SURVEY CONTROL
 QR0060  ______________________________________________________________________
 QR0060* NAD 83(1986) POSITION- 45 27 58.     (N) 098 21 58.     (W)   SCALED
 QR0060* NAVD 88 ORTHO HEIGHT -   396.369 (meters)     1300.42  (feet) ADJUSTED
 QR0060  ______________________________________________________________________
 QR0060  GEOID HEIGHT    -        -24.609 (meters)                     GEOID18
 QR0060  DYNAMIC HEIGHT  -        396.341 (meters)     1300.33  (feet) COMP
 QR0060  MODELED GRAVITY -    980,533.4   (mgal)                       NAVD 88
 QR0060
 QR0060  VERT ORDER      -  SECOND    CLASS 0
 QR0060
 QR0060.The horizontal coordinates were scaled from a map and have
 QR0060.an estimated accuracy of +/- 6 seconds.
 QR0060
 QR0060.The orthometric height was determined by differential leveling and
 QR0060.adjusted by the NATIONAL GEODETIC SURVEY
 QR0060.in June 1991.
 QR0060
 QR0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0060.GEOID18 height accuracy estimate available here.
 QR0060
 QR0060.Click photographs - Photos may exist for this station.
 QR0060
 QR0060.The dynamic height is computed by dividing the NAVD 88
 QR0060.geopotential number by the normal gravity value computed on the
 QR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0060.degrees latitude (g = 980.6199 gals.).
 QR0060
 QR0060.The modeled gravity was interpolated from observed gravity values.
 QR0060
 QR0060;                    North         East    Units  Estimated Accuracy
 QR0060;SPC SD N     -   182,730.      727,770.      MT  (+/- 180 meters Scaled)
 QR0060
 QR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR495349(NAD 83)
 QR0060
 QR0060                          SUPERSEDED SURVEY CONTROL
 QR0060
 QR0060  NGVD 29 (??/??/92)  396.077  (m)         1299.46   (f) ADJ UNCH    2 0
 QR0060
 QR0060.Superseded values are not recommended for survey control.
 QR0060
 QR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0060.See file dsdata.pdf to determine how the superseded data were derived.
 QR0060
 QR0060_MARKER: DB = BENCH MARK DISK
 QR0060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0060_SP_SET: HEADWALL
 QR0060_STAMPING: Q 350 1957
 QR0060_MARK LOGO: CGS
 QR0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0060+STABILITY: SURFACE MOTION
 QR0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0060+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0060
 QR0060  HISTORY     - Date     Condition        Report By
 QR0060  HISTORY     - 1957     MONUMENTED       CGS
 QR0060  HISTORY     - 19970314 GOOD             NGS
 QR0060
 QR0060                          STATION DESCRIPTION
 QR0060
 QR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QR0060'6.2 MI E FROM ABERDEEN.
 QR0060'6.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0060'RAILROAD FROM ABERDEEN.  0.2 MILE EAST OF A ROAD CROSSING, 200
 QR0060'FT. EAST OF MILE POST 701, 29.2 FT. SOUTH OF CL OF TRACK.  A
 QR0060'STANDARD DISK STAMPED Q 350 1957 SET IN DRILL HOLE IN THE WEST
 QR0060'END OF THE HEADWALL OF A 12 X 12 CONCRETE CULVERT.  ABOUT 3 FT.
 QR0060'LOWER THAN THE TRACK.
 QR0060
 QR0060                          STATION RECOVERY (1997)
 QR0060
 QR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0060'9.3 KM (5.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST JUNCTION
 QR0060'OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.9 KM (0.55 MI) NORTHERLY
 QR0060'ALONG 393 AVENUE, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE
 QR0060'BURLINGTON NORTHERN RAILROAD, IN TOP OF AND 0.7 M (2.3 FT) EAST OF
 QR0060'WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK,
 QR0060'8.1 M (26.6 FT) SOUTH OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE
 QR0060'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0636 ***********************************************************************
 PU0636  DESIGNATION -  Q 355
 PU0636  PID         -  PU0636
 PU0636  STATE/COUNTY-  SD/PENNINGTON
 PU0636  COUNTRY     -  US
 PU0636  USGS QUAD   -  OWANKA (2017)
 PU0636
 PU0636                         *CURRENT SURVEY CONTROL
 PU0636  ______________________________________________________________________
 PU0636* NAD 83(1986) POSITION- 44 05 45.     (N) 102 35 18.     (W)   SCALED
 PU0636* NAVD 88 ORTHO HEIGHT -   886.271 (meters)     2907.71  (feet) ADJUSTED
 PU0636  ______________________________________________________________________
 PU0636  GEOID HEIGHT    -        -18.136 (meters)                     GEOID18
 PU0636  DYNAMIC HEIGHT  -        885.998 (meters)     2906.81  (feet) COMP
 PU0636  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 PU0636
 PU0636  VERT ORDER      -  SECOND    CLASS 0
 PU0636
 PU0636.The horizontal coordinates were scaled from a map and have
 PU0636.an estimated accuracy of +/- 6 seconds.
 PU0636
 PU0636.The orthometric height was determined by differential leveling and
 PU0636.adjusted by the NATIONAL GEODETIC SURVEY
 PU0636.in June 1991.
 PU0636
 PU0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0636.GEOID18 height accuracy estimate available here.
 PU0636
 PU0636.Click photographs - Photos may exist for this station.
 PU0636
 PU0636.The dynamic height is computed by dividing the NAVD 88
 PU0636.geopotential number by the normal gravity value computed on the
 PU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0636.degrees latitude (g = 980.6199 gals.).
 PU0636
 PU0636.The modeled gravity was interpolated from observed gravity values.
 PU0636
 PU0636;                    North         East    Units  Estimated Accuracy
 PU0636;SPC SD S     -   198,250.      419,460.      MT  (+/- 180 meters Scaled)
 PU0636
 PU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ930853(NAD 83)
 PU0636
 PU0636                          SUPERSEDED SURVEY CONTROL
 PU0636
 PU0636  NGVD 29 (??/??/92)  885.801  (m)         2906.17   (f) ADJ UNCH    2 0
 PU0636
 PU0636.Superseded values are not recommended for survey control.
 PU0636
 PU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0636.See file dsdata.pdf to determine how the superseded data were derived.
 PU0636
 PU0636_MARKER: DB = BENCH MARK DISK
 PU0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0636_STAMPING: Q 355 1961
 PU0636_MARK LOGO: CGS
 PU0636_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0636+STABILITY: SURFACE MOTION
 PU0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0636+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2017
 PU0636
 PU0636  HISTORY     - Date     Condition        Report By
 PU0636  HISTORY     - 1961     MONUMENTED       CGS
 PU0636  HISTORY     - 20171026 GOOD             SDDT
 PU0636
 PU0636                          STATION DESCRIPTION
 PU0636
 PU0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0636'5 MI N FROM OWANKA.
 PU0636'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0636'OWANKA, 52 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 16 AND 14,
 PU0636'38 FEET EAST OF THE CENTER OF THE NORTH SOUTH ROAD, 5 FEET SOUTH
 PU0636'OF A POWER POLE, 2 FEET NORTH OF THE WITNESS POST, SET IN THE
 PU0636'TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 PU0636
 PU0636                          STATION RECOVERY (2017)
 PU0636
 PU0636'RECOVERY NOTE BY SD DEPT OF TRANSP 2017 (JCC)
 PU0636'RECOVERED AS DESCRIBED. MARK IS 0.5 MILES SOUTH OF I90 EXIT 90. POWER
 PU0636'POLE IN DESCRIPTION HAS SINCE BEEN REMOVED. WITNESS SIGN HAS BEEN
 PU0636'DISTURBED AND LYING ALONGSIDE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0327 ***********************************************************************
 PV0327  DESIGNATION -  Q 358
 PV0327  PID         -  PV0327
 PV0327  STATE/COUNTY-  SD/BUTTE
 PV0327  COUNTRY     -  US
 PV0327  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0327
 PV0327                         *CURRENT SURVEY CONTROL
 PV0327  ______________________________________________________________________
 PV0327* NAD 83(1986) POSITION- 44 47 35.     (N) 104 01 34.     (W)   SCALED
 PV0327* NAVD 88 ORTHO HEIGHT -   972.275 (meters)     3189.87  (feet) ADJUSTED
 PV0327  ______________________________________________________________________
 PV0327  GEOID HEIGHT    -        -15.174 (meters)                     GEOID18
 PV0327  DYNAMIC HEIGHT  -        972.016 (meters)     3189.02  (feet) COMP
 PV0327  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 PV0327
 PV0327  VERT ORDER      -  SECOND    CLASS 0
 PV0327
 PV0327.The horizontal coordinates were scaled from a map and have
 PV0327.an estimated accuracy of +/- 6 seconds.
 PV0327
 PV0327.The orthometric height was determined by differential leveling and
 PV0327.adjusted by the NATIONAL GEODETIC SURVEY
 PV0327.in June 1991.
 PV0327
 PV0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0327.GEOID18 height accuracy estimate available here.
 PV0327
 PV0327.Click photographs - Photos may exist for this station.
 PV0327
 PV0327.The dynamic height is computed by dividing the NAVD 88
 PV0327.geopotential number by the normal gravity value computed on the
 PV0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0327.degrees latitude (g = 980.6199 gals.).
 PV0327
 PV0327.The modeled gravity was interpolated from observed gravity values.
 PV0327
 PV0327;                    North         East    Units  Estimated Accuracy
 PV0327;SPC SD N     -   114,570.      281,560.      MT  (+/- 180 meters Scaled)
 PV0327
 PV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK770604(NAD 83)
 PV0327
 PV0327                          SUPERSEDED SURVEY CONTROL
 PV0327
 PV0327  NGVD 29 (??/??/92)  971.792  (m)         3188.29   (f) ADJ UNCH    2 0
 PV0327
 PV0327.Superseded values are not recommended for survey control.
 PV0327
 PV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0327.See file dsdata.pdf to determine how the superseded data were derived.
 PV0327
 PV0327_MARKER: DB = BENCH MARK DISK
 PV0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0327_STAMPING: Q 358 1962
 PV0327_MARK LOGO: CGS
 PV0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0327+STABILITY: SURFACE MOTION
 PV0327
 PV0327  HISTORY     - Date     Condition        Report By
 PV0327  HISTORY     - 1962     MONUMENTED       CGS
 PV0327  HISTORY     - 1962     GOOD             CGS
 PV0327
 PV0327                          STATION DESCRIPTION
 PV0327
 PV0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0327'11.2 MI NW FROM BELLE FOURCHE.
 PV0327'11.15 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PV0327'WITH U.S. HIGHWAY 85 IN BELLE FOURCHE.  AT A T ROAD JUNCTION
 PV0327'SOUTH, 77 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 72 FEET
 PV0327'NORTHWEST OF A TELEPHONE POLE, 63 FEET NORTHWEST OF THE NORTHWEST
 PV0327'RAIL, 2 FEET SOUTHEAST OF A WITNESS POST, 3 FEET LOWER THAN THE
 PV0327'HIGHWAY, SET IN TOP OF A CONCRETE POST.
 PV0327
 PV0327                          STATION RECOVERY (1962)
 PV0327
 PV0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PV0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9025 ***********************************************************************
 AD9025  DESIGNATION -  Q 358 RESET
 AD9025  PID         -  AD9025
 AD9025  STATE/COUNTY-  SD/BUTTE
 AD9025  COUNTRY     -  US
 AD9025  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 AD9025
 AD9025                         *CURRENT SURVEY CONTROL
 AD9025  ______________________________________________________________________
 AD9025* NAD 83(1986) POSITION- 44 47 33.     (N) 104 01 33.     (W)   SCALED
 AD9025* NAVD 88 ORTHO HEIGHT -   972.344 (meters)     3190.10  (feet) ADJUSTED
 AD9025  ______________________________________________________________________
 AD9025  GEOID HEIGHT    -        -15.173 (meters)                     GEOID18
 AD9025  DYNAMIC HEIGHT  -        972.085 (meters)     3189.25  (feet) COMP
 AD9025  MODELED GRAVITY -    980,317.0   (mgal)                       NAVD 88
 AD9025
 AD9025  VERT ORDER      -  FIRST     CLASS II
 AD9025
 AD9025.The horizontal coordinates were scaled from a map and have
 AD9025.an estimated accuracy of +/- 6 seconds.
 AD9025
 AD9025.The orthometric height was determined by differential leveling and
 AD9025.adjusted by the NATIONAL GEODETIC SURVEY
 AD9025.in July 1998.
 AD9025
 AD9025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9025.GEOID18 height accuracy estimate available here.
 AD9025
 AD9025.Click photographs - Photos may exist for this station.
 AD9025
 AD9025.The dynamic height is computed by dividing the NAVD 88
 AD9025.geopotential number by the normal gravity value computed on the
 AD9025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9025.degrees latitude (g = 980.6199 gals.).
 AD9025
 AD9025.The modeled gravity was interpolated from observed gravity values.
 AD9025
 AD9025;                    North         East    Units  Estimated Accuracy
 AD9025;SPC SD N     -   114,500.      281,580.      MT  (+/- 180 meters Scaled)
 AD9025
 AD9025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK770603(NAD 83)
 AD9025
 AD9025                          SUPERSEDED SURVEY CONTROL
 AD9025
 AD9025.No superseded survey control is available for this station.
 AD9025
 AD9025_MARKER: DV = VERTICAL CONTROL DISK
 AD9025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9025_STAMPING: Q 358 RESET 1978
 AD9025_MARK LOGO: NGS
 AD9025_PROJECTION: PROJECTING 10 CENTIMETERS
 AD9025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9025+STABILITY: SURFACE MOTION
 AD9025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9025+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AD9025
 AD9025  HISTORY     - Date     Condition        Report By
 AD9025  HISTORY     - 1978     MONUMENTED       NGS
 AD9025  HISTORY     - 19950930 GOOD             NGS
 AD9025
 AD9025                          STATION DESCRIPTION
 AD9025
 AD9025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9025'18.5 KM (11.50 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9025'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, 3.2 KM (2.00 MI)
 AD9025'SOUTHEAST OF THE WYOMING STATE LINE, 40.5 M (132.9 FT) WEST OF
 AD9025'MILEPOST 2, 33.7 M (110.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 AD9025'13.1 M (43.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE DAKOTA MINNESOTA
 AD9025'EASTERN RAILROAD, 4.0 M (13.1 FT) SOUTHEAST OF THE CENTER OF A FIELD
 AD9025'ENTRANCE, 0.5 M (1.6 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT)
 AD9025'NORTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AD9025'HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 AD9025'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. USE WITH
 AD9025'CAUTION--MARK IS SUBJECT TO SURFACE MOTION.  VERTICAL INSTABILITY IS
 AD9025'PROBABLY CAUSED BY SHRINKING AND SWELLING OF A SURROUNDING BENTONITE
 AD9025'DEPOSIT DUE TO CHANGES IN MOISTURE CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1996 ***********************************************************************
 PU1996  DESIGNATION -  Q 359
 PU1996  PID         -  PU1996
 PU1996  STATE/COUNTY-  SD/BUTTE
 PU1996  COUNTRY     -  US
 PU1996  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1996
 PU1996                         *CURRENT SURVEY CONTROL
 PU1996  ______________________________________________________________________
 PU1996* NAD 83(1986) POSITION- 44 38 19.     (N) 103 56 31.     (W)   SCALED
 PU1996* NAVD 88 ORTHO HEIGHT -   972.245 (meters)     3189.77  (feet) ADJUSTED
 PU1996  ______________________________________________________________________
 PU1996  GEOID HEIGHT    -        -15.052 (meters)                     GEOID18
 PU1996  DYNAMIC HEIGHT  -        971.956 (meters)     3188.83  (feet) COMP
 PU1996  MODELED GRAVITY -    980,287.3   (mgal)                       NAVD 88
 PU1996
 PU1996  VERT ORDER      -  SECOND    CLASS 0
 PU1996
 PU1996.The horizontal coordinates were scaled from a map and have
 PU1996.an estimated accuracy of +/- 6 seconds.
 PU1996
 PU1996.The orthometric height was determined by differential leveling and
 PU1996.adjusted by the NATIONAL GEODETIC SURVEY
 PU1996.in June 1991.
 PU1996
 PU1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1996.GEOID18 height accuracy estimate available here.
 PU1996
 PU1996.Click photographs - Photos may exist for this station.
 PU1996
 PU1996.The dynamic height is computed by dividing the NAVD 88
 PU1996.geopotential number by the normal gravity value computed on the
 PU1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1996.degrees latitude (g = 980.6199 gals.).
 PU1996
 PU1996.The modeled gravity was interpolated from observed gravity values.
 PU1996
 PU1996;                    North         East    Units  Estimated Accuracy
 PU1996;SPC SD N     -    97,100.      287,380.      MT  (+/- 180 meters Scaled)
 PU1996
 PU1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK839433(NAD 83)
 PU1996
 PU1996                          SUPERSEDED SURVEY CONTROL
 PU1996
 PU1996  NGVD 29 (??/??/92)  971.737  (m)         3188.11   (f) ADJ UNCH    2 0
 PU1996
 PU1996.Superseded values are not recommended for survey control.
 PU1996
 PU1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1996.See file dsdata.pdf to determine how the superseded data were derived.
 PU1996
 PU1996_MARKER: DB = BENCH MARK DISK
 PU1996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1996_SP_SET: BRIDGE
 PU1996_STAMPING: Q 359 1962
 PU1996_MARK LOGO: CGS
 PU1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1996
 PU1996  HISTORY     - Date     Condition        Report By
 PU1996  HISTORY     - 1962     MONUMENTED       CGS
 PU1996
 PU1996                          STATION DESCRIPTION
 PU1996
 PU1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1996'5.6 MI WSW FROM BELLE FOURCHE.
 PU1996'1.4 MILE SOUTH ON U.S. HIGHWAY 85 FROM THE COURT HOUSE AT BELLE
 PU1996'FOURCH, THENCE 4.25 MILE WEST ALONG STATE HIGHWAY 34, AT A
 PU1996'HIGHWAY BRIDGE, SET IN TOP AND 0.8 OF A FOOT SOUTH OF THE NORTH
 PU1996'END OF THE WEST HEADWALL OF THE BRIDGE, 18.5 FEET SOUTH OF THE
 PU1996'CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND
 PU1996'DRILLED IN THE WINGWALL HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0150 ***********************************************************************
 OR0150  DESIGNATION -  Q 36
 OR0150  PID         -  OR0150
 OR0150  STATE/COUNTY-  SD/CHARLES MIX
 OR0150  COUNTRY     -  US
 OR0150  USGS QUAD   -  BOVEE (2017)
 OR0150
 OR0150                         *CURRENT SURVEY CONTROL
 OR0150  ______________________________________________________________________
 OR0150* NAD 83(1986) POSITION- 43 18 47.     (N) 098 50 39.     (W)   SCALED
 OR0150* NAVD 88 ORTHO HEIGHT -   507.940 (meters)     1666.47  (feet) ADJUSTED
 OR0150  ______________________________________________________________________
 OR0150  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 OR0150  DYNAMIC HEIGHT  -        507.775 (meters)     1665.93  (feet) COMP
 OR0150  MODELED GRAVITY -    980,280.7   (mgal)                       NAVD 88
 OR0150
 OR0150  VERT ORDER      -  FIRST     CLASS II
 OR0150
 OR0150.The horizontal coordinates were scaled from a map and have
 OR0150.an estimated accuracy of +/- 6 seconds.
 OR0150
 OR0150.The orthometric height was determined by differential leveling and
 OR0150.adjusted by the NATIONAL GEODETIC SURVEY
 OR0150.in June 1991.
 OR0150
 OR0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0150.GEOID18 height accuracy estimate available here.
 OR0150
 OR0150.Click photographs - Photos may exist for this station.
 OR0150
 OR0150.The dynamic height is computed by dividing the NAVD 88
 OR0150.geopotential number by the normal gravity value computed on the
 OR0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0150.degrees latitude (g = 980.6199 gals.).
 OR0150
 OR0150.The modeled gravity was interpolated from observed gravity values.
 OR0150
 OR0150;                    North         East    Units  Estimated Accuracy
 OR0150;SPC SD S     -   109,920.      720,790.      MT  (+/- 180 meters Scaled)
 OR0150
 OR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN126955(NAD 83)
 OR0150
 OR0150                          SUPERSEDED SURVEY CONTROL
 OR0150
 OR0150  NGVD 29 (??/??/92)  507.604  (m)         1665.36   (f) ADJ UNCH    1 2
 OR0150
 OR0150.Superseded values are not recommended for survey control.
 OR0150
 OR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0150.See file dsdata.pdf to determine how the superseded data were derived.
 OR0150
 OR0150_MARKER: DB = BENCH MARK DISK
 OR0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0150_STAMPING: 1665.364 Q 36 1933
 OR0150_MARK LOGO: CGS
 OR0150_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0150+STABILITY: SURFACE MOTION
 OR0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0150+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0150
 OR0150  HISTORY     - Date     Condition        Report By
 OR0150  HISTORY     - 1933     MONUMENTED       CGS
 OR0150  HISTORY     - 1934     GOOD             CGS
 OR0150  HISTORY     - 20121210 GOOD             INDIV
 OR0150
 OR0150                          STATION DESCRIPTION
 OR0150
 OR0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0150'4.8 MI S FROM PLATTE.
 OR0150'4.8 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM PLATTE, CHARLES MIX
 OR0150'COUNTY, 280 FEET NORTH OF THE INTERSECTION OF A SECTION-LINE
 OR0150'ROAD, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET
 OR0150'EAST AND 1 FOOT NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 OR0150'1665.364 Q 36 1933 AND SET IN THE TOP OF A CONCRETE POST
 OR0150'PROJECTING 3 INCHES ABOVE GROUND.
 OR0150
 OR0150                          STATION RECOVERY (1934)
 OR0150
 OR0150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0150'RECOVERED IN GOOD CONDITION.
 OR0150
 OR0150                          STATION RECOVERY (2012)
 OR0150
 OR0150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1949 ***********************************************************************
 PU1949  DESIGNATION -  Q 360
 PU1949  PID         -  PU1949
 PU1949  STATE/COUNTY-  SD/BUTTE
 PU1949  COUNTRY     -  US
 PU1949  USGS QUAD   -  NISLAND (2017)
 PU1949
 PU1949                         *CURRENT SURVEY CONTROL
 PU1949  ______________________________________________________________________
 PU1949* NAD 83(1986) POSITION- 44 40 54.     (N) 103 31 42.     (W)   SCALED
 PU1949* NAVD 88 ORTHO HEIGHT -   865.777 (meters)     2840.47  (feet) ADJUSTED
 PU1949  ______________________________________________________________________
 PU1949  GEOID HEIGHT    -        -16.086 (meters)                     GEOID18
 PU1949  DYNAMIC HEIGHT  -        865.549 (meters)     2839.72  (feet) COMP
 PU1949  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 PU1949
 PU1949  VERT ORDER      -  SECOND    CLASS 0
 PU1949
 PU1949.The horizontal coordinates were scaled from a map and have
 PU1949.an estimated accuracy of +/- 6 seconds.
 PU1949
 PU1949.The orthometric height was determined by differential leveling and
 PU1949.adjusted by the NATIONAL GEODETIC SURVEY
 PU1949.in June 1991.
 PU1949
 PU1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1949.GEOID18 height accuracy estimate available here.
 PU1949
 PU1949.Click photographs - Photos may exist for this station.
 PU1949
 PU1949.The dynamic height is computed by dividing the NAVD 88
 PU1949.geopotential number by the normal gravity value computed on the
 PU1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1949.degrees latitude (g = 980.6199 gals.).
 PU1949
 PU1949.The modeled gravity was interpolated from observed gravity values.
 PU1949
 PU1949;                    North         East    Units  Estimated Accuracy
 PU1949;SPC SD N     -   100,360.      320,370.      MT  (+/- 180 meters Scaled)
 PU1949
 PU1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK166486(NAD 83)
 PU1949
 PU1949                          SUPERSEDED SURVEY CONTROL
 PU1949
 PU1949  NGVD 29 (??/??/92)  865.291  (m)         2838.88   (f) ADJ UNCH    2 0
 PU1949
 PU1949.Superseded values are not recommended for survey control.
 PU1949
 PU1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1949.See file dsdata.pdf to determine how the superseded data were derived.
 PU1949
 PU1949_MARKER: DB = BENCH MARK DISK
 PU1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1949_STAMPING: Q 360 1962
 PU1949_MARK LOGO: CGS
 PU1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1949+STABILITY: SURFACE MOTION
 PU1949
 PU1949  HISTORY     - Date     Condition        Report By
 PU1949  HISTORY     - 1962     MONUMENTED       CGS
 PU1949
 PU1949                          STATION DESCRIPTION
 PU1949
 PU1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1949'1.3 MI NE FROM NISLAND.
 PU1949'1.3 MILE NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1949'FROM THE STATION AT NISLAND, ABOUT 0.8 MILE NORTHEAST OF THE
 PU1949'CROSSING OF U.S. HIGHWAY 212, AT A GRADED ROAD CROSSING, 51 FEET
 PU1949'WEST OF THE CENTERLINE OF THE CROSSING, 45.6 FEET NORTHWEST OF
 PU1949'THE NORTHWEST RAIL, 38.5 FEET SOUTHWEST OF THE CENTERLINE OF
 PU1949'THE ROAD, 19 FEET NORTH OF A TELEGRAPH POLE, 2 FEET SOUTHEAST
 PU1949'OF A FENCE LINE, 1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT
 PU1949'LEVEL WITH THE TRACK, A CONCRETE POST PROJECTING 0.3 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1401 ***********************************************************************
 PU1401  DESIGNATION -  Q 361
 PU1401  PID         -  PU1401
 PU1401  STATE/COUNTY-  SD/MEADE
 PU1401  COUNTRY     -  US
 PU1401  USGS QUAD   -  BLACKHAWK (2017)
 PU1401
 PU1401                         *CURRENT SURVEY CONTROL
 PU1401  ______________________________________________________________________
 PU1401* NAD 83(1986) POSITION- 44 09 50.     (N) 103 18 52.     (W)   SCALED
 PU1401* NAVD 88 ORTHO HEIGHT -  1081.790 (meters)     3549.17  (feet) ADJUSTED
 PU1401  ______________________________________________________________________
 PU1401  GEOID HEIGHT    -        -15.455 (meters)                     GEOID18
 PU1401  DYNAMIC HEIGHT  -       1081.423 (meters)     3547.97  (feet) COMP
 PU1401  MODELED GRAVITY -    980,241.2   (mgal)                       NAVD 88
 PU1401
 PU1401  VERT ORDER      -  FIRST     CLASS II
 PU1401
 PU1401.The horizontal coordinates were scaled from a map and have
 PU1401.an estimated accuracy of +/- 6 seconds.
 PU1401
 PU1401.The orthometric height was determined by differential leveling and
 PU1401.adjusted by the NATIONAL GEODETIC SURVEY
 PU1401.in June 1991.
 PU1401
 PU1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1401.GEOID18 height accuracy estimate available here.
 PU1401
 PU1401.Click photographs - Photos may exist for this station.
 PU1401
 PU1401.The dynamic height is computed by dividing the NAVD 88
 PU1401.geopotential number by the normal gravity value computed on the
 PU1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1401.degrees latitude (g = 980.6199 gals.).
 PU1401
 PU1401.The modeled gravity was interpolated from observed gravity values.
 PU1401
 PU1401;                    North         East    Units  Estimated Accuracy
 PU1401;SPC SD N     -    42,160.      334,950.      MT  (+/- 180 meters Scaled)
 PU1401
 PU1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ347914(NAD 83)
 PU1401
 PU1401                          SUPERSEDED SURVEY CONTROL
 PU1401
 PU1401  NGVD 29 (??/??/92) 1081.288  (m)         3547.53   (f) ADJ UNCH    1 2
 PU1401
 PU1401.Superseded values are not recommended for survey control.
 PU1401
 PU1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1401.See file dsdata.pdf to determine how the superseded data were derived.
 PU1401
 PU1401_MARKER: DB = BENCH MARK DISK
 PU1401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1401_SP_SET: PIER
 PU1401_STAMPING: Q 361 1962
 PU1401_MARK LOGO: CGS
 PU1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1401+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 PU1401
 PU1401  HISTORY     - Date     Condition        Report By
 PU1401  HISTORY     - 1962     MONUMENTED       CGS
 PU1401  HISTORY     - 19910726 GOOD             NGS
 PU1401  HISTORY     - 20120330 GOOD             INDIV
 PU1401
 PU1401                          STATION DESCRIPTION
 PU1401
 PU1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1401'7.8 MI NW FROM RAPID CITY.
 PU1401'ABOUT 7.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1401'RAILWAY FROM THE STATION AT RAPID CITY, AT INTERSTATE 90 OVERPASS,
 PU1401'13 1/2 POLE SOUTHEAST OF MILE POST 108, 18 FEET SOUTHWEST OF THE
 PU1401'SOUTHWEST RAIL OF THE TRACK, ABOUT 2 1/2 FEET ABOVE THE GROUND AND
 PU1401'ABOUT 1 FOOT ABOVE THE RAILS, AND SET VERTICALLY IN THE NORTHEAST
 PU1401'FACE OF A HEXAGON SHAPED CONCRETE PILLAR SUPPORTING THE SOUTH
 PU1401'LANE OF INTERSTATE 90 OVERPASS.
 PU1401
 PU1401                          STATION RECOVERY (1991)
 PU1401
 PU1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1401'6.8 KM (4.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1401'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, SET VERTICALLY
 PU1401'IN THE NORTHEAST FACE OF THE 2ND PIER NORTHWEST OF THE SOUTHEAST
 PU1401'ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF THE CHICAGO
 PU1401'NORTHWESTERN RAILROAD AND STATE HIGHWAY 79, 29.2 M (95.8 FT) EAST OF
 PU1401'THE STATE HIGHWAY CENTERLINE, 6.0 M (19.7 FT) BELOW THE LEVEL OF THE
 PU1401'INTERSTATE HIGHWAY, 5.3 M (17.4 FT) WEST OF THE NEAR RAIL, AND 0.7 M
 PU1401'(2.3 FT) ABOVE THE LEVEL OF THE TRACK.
 PU1401
 PU1401                          STATION RECOVERY (2012)
 PU1401
 PU1401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1512 ***********************************************************************
 PU1512  DESIGNATION -  Q 362
 PU1512  PID         -  PU1512
 PU1512  STATE/COUNTY-  SD/PENNINGTON
 PU1512  COUNTRY     -  US
 PU1512  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1512
 PU1512                         *CURRENT SURVEY CONTROL
 PU1512  ______________________________________________________________________
 PU1512* NAD 83(1986) POSITION- 44 06 21.     (N) 103 07 57.     (W)   SCALED
 PU1512* NAVD 88 ORTHO HEIGHT -   948.430 (meters)     3111.64  (feet) ADJUSTED
 PU1512  ______________________________________________________________________
 PU1512  GEOID HEIGHT    -        -16.388 (meters)                     GEOID18
 PU1512  DYNAMIC HEIGHT  -        948.118 (meters)     3110.62  (feet) COMP
 PU1512  MODELED GRAVITY -    980,257.1   (mgal)                       NAVD 88
 PU1512
 PU1512  VERT ORDER      -  FIRST     CLASS II
 PU1512
 PU1512.The horizontal coordinates were scaled from a map and have
 PU1512.an estimated accuracy of +/- 6 seconds.
 PU1512
 PU1512.The orthometric height was determined by differential leveling and
 PU1512.adjusted by the NATIONAL GEODETIC SURVEY
 PU1512.in October 1997.
 PU1512
 PU1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1512.GEOID18 height accuracy estimate available here.
 PU1512
 PU1512.Click photographs - Photos may exist for this station.
 PU1512
 PU1512.The dynamic height is computed by dividing the NAVD 88
 PU1512.geopotential number by the normal gravity value computed on the
 PU1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1512.degrees latitude (g = 980.6199 gals.).
 PU1512
 PU1512.The modeled gravity was interpolated from observed gravity values.
 PU1512
 PU1512;                    North         East    Units  Estimated Accuracy
 PU1512;SPC SD S     -   200,690.      375,940.      MT  (+/- 180 meters Scaled)
 PU1512
 PU1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ494853(NAD 83)
 PU1512
 PU1512                          SUPERSEDED SURVEY CONTROL
 PU1512
 PU1512  NAVD 88 (09/29/93)  948.422  (m)         3111.61   (f) SUPERSEDED  1 2
 PU1512  NAVD 88 (06/15/91)  948.353  (m)         3111.39   (f) SUPERSEDED  1 2
 PU1512  NGVD 29 (??/??/92)  947.881  (m)         3109.84   (f) ADJ UNCH    1 2
 PU1512
 PU1512.Superseded values are not recommended for survey control.
 PU1512
 PU1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1512.See file dsdata.pdf to determine how the superseded data were derived.
 PU1512
 PU1512_MARKER: DB = BENCH MARK DISK
 PU1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1512_STAMPING: Q 362 1962
 PU1512_MARK LOGO: CGS
 PU1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1512+STABILITY: SURFACE MOTION
 PU1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1512+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2012
 PU1512
 PU1512  HISTORY     - Date     Condition        Report By
 PU1512  HISTORY     - 1962     MONUMENTED       CGS
 PU1512  HISTORY     - 19910813 GOOD             NGS
 PU1512  HISTORY     - 19950524 GOOD             NGS
 PU1512  HISTORY     - 20120905 GOOD             INDIV
 PU1512
 PU1512                          STATION DESCRIPTION
 PU1512
 PU1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1512'5.3 MI NE FROM RAPID CITY.
 PU1512'ABOUT 5.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1512'RAILWAY FROM THE STATION AT RAPID CITY, 50 FEET EAST-SOUTHEAST
 PU1512'OF THE CENTER OF A PRIVATE ROAD CROSSING, IN SECTION 27, T 2 N,
 PU1512'R 8 E, 44 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 1/2
 PU1512'FEET SOUTH-SOUTHWEST OF THE 4TH TELEPHONE POLE SOUTHWEST OF
 PU1512'MILE POST 644, 12 FEET NORTHEAST OF THE CENTER OF A GATE, 2
 PU1512'FEET NORTHWEST OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS
 PU1512'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN
 PU1512'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU1512
 PU1512                          STATION RECOVERY (1991)
 PU1512
 PU1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1512'11.8 KM (7.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1512'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, 63.8 M (209.3
 PU1512'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PU1512'HIGHWAY, 55.0 M (180.4 FT) SOUTH OF THE SOUTHEAST LEG OF A HIGHWAY
 PU1512'INFORMATION SIGN, 38.4 M (126.0 FT) SOUTHEAST OF THE CENTERLINE OF A
 PU1512'SERVICE ROAD, 13.7 M (44.9 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 PU1512'CHICAGO AND NORTHWESTERN RAILROAD, 1.6 M (5.2 FT) SOUTH OF AN
 PU1512'UNDERGROUND CABLE WARNING SIGN, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE
 PU1512'HIGHWAY, 0.6 M (2.0 FT) NORTHWEST OF A FENCE, 0.5 M (1.6 FT)
 PU1512'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU1512'ABOVE THE GROUND SURFACE.
 PU1512
 PU1512                          STATION RECOVERY (1995)
 PU1512
 PU1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1512'8.4 KM (5.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1512'JUNCTION OF INTERSTATE HIGHWAY 190 (EXIT 57) IN RAPID CITY, 1373.7 M
 PU1512'(4506.9 FT) EAST OF MILEPOST 62, 63.8 M (209.3 FT) SOUTHEAST OF THE
 PU1512'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 55.0 M (180.4 FT)
 PU1512'SOUTH OF THE SOUTHEAST LEG OF A HIGHWAY INFORMATION SIGN, 13.7 M (44.9
 PU1512'FT) SOUTHEAST OF THE NEAR RAIL OF THE CHICAGO AND NORTHWESTERN
 PU1512'RAILROAD, 1.6 M (5.2 FT) SOUTH OF AN UNDERGROUND CABLE WARNING SIGN,
 PU1512'1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 PU1512'NORTHWEST OF A FENCE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND
 PU1512'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1512
 PU1512                          STATION RECOVERY (2012)
 PU1512
 PU1512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0258 ***********************************************************************
 OT0258  DESIGNATION -  Q 363
 OT0258  PID         -  OT0258
 OT0258  STATE/COUNTY-  SD/PENNINGTON
 OT0258  COUNTRY     -  US
 OT0258  USGS QUAD   -  CAPUTA NE (2017)
 OT0258
 OT0258                         *CURRENT SURVEY CONTROL
 OT0258  ______________________________________________________________________
 OT0258* NAD 83(1986) POSITION- 43 55 03.     (N) 102 46 39.     (W)   SCALED
 OT0258* NAVD 88 ORTHO HEIGHT -   800.550 (meters)     2626.47  (feet) ADJUSTED
 OT0258  ______________________________________________________________________
 OT0258  GEOID HEIGHT    -        -17.563 (meters)                     GEOID18
 OT0258  DYNAMIC HEIGHT  -        800.309 (meters)     2625.68  (feet) COMP
 OT0258  MODELED GRAVITY -    980,290.8   (mgal)                       NAVD 88
 OT0258
 OT0258  VERT ORDER      -  FIRST     CLASS II
 OT0258
 OT0258.The horizontal coordinates were scaled from a map and have
 OT0258.an estimated accuracy of +/- 6 seconds.
 OT0258
 OT0258.The orthometric height was determined by differential leveling and
 OT0258.adjusted by the NATIONAL GEODETIC SURVEY
 OT0258.in June 1991.
 OT0258
 OT0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0258.GEOID18 height accuracy estimate available here.
 OT0258
 OT0258.Click photographs - Photos may exist for this station.
 OT0258
 OT0258.The dynamic height is computed by dividing the NAVD 88
 OT0258.geopotential number by the normal gravity value computed on the
 OT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0258.degrees latitude (g = 980.6199 gals.).
 OT0258
 OT0258.The modeled gravity was interpolated from observed gravity values.
 OT0258
 OT0258;                    North         East    Units  Estimated Accuracy
 OT0258;SPC SD S     -   178,880.      403,740.      MT  (+/- 180 meters Scaled)
 OT0258
 OT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ784651(NAD 83)
 OT0258
 OT0258                          SUPERSEDED SURVEY CONTROL
 OT0258
 OT0258  NGVD 29 (??/??/92)  800.116  (m)         2625.05   (f) ADJ UNCH    1 2
 OT0258
 OT0258.Superseded values are not recommended for survey control.
 OT0258
 OT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0258.See file dsdata.pdf to determine how the superseded data were derived.
 OT0258
 OT0258_MARKER: DB = BENCH MARK DISK
 OT0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0258_STAMPING: Q 363 1962
 OT0258_MARK LOGO: CGS
 OT0258_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0258
 OT0258  HISTORY     - Date     Condition        Report By
 OT0258  HISTORY     - 1962     MONUMENTED       CGS
 OT0258
 OT0258                          STATION DESCRIPTION
 OT0258
 OT0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0258'25.8 MI SE FROM RAPID CITY.
 OT0258'ABOUT 25.75 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0258'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0258'RAILWAY STATION AT RAPID CITY, 57 FEET EAST OF THE 10TH TELEPHONE
 OT0258'POLE EAST OF MILE POST 635, 46 1/2 FEET SOUTH OF THE SOUTH RAIL
 OT0258'AT A LONG SLIGHT CURVE IN THE TRACKS, 2 1/2 FEET NORTH OF A
 OT0258'FENCE, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 OT0258'ABOVE THE LEVEL OF THE RAILS, AND BRAZED ON THE TOP OF A
 OT0258'3-INCH IRON PIPE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0021 ***********************************************************************
 OT0021  DESIGNATION -  Q 364
 OT0021  PID         -  OT0021
 OT0021  STATE/COUNTY-  SD/PENNINGTON
 OT0021  COUNTRY     -  US
 OT0021  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0021
 OT0021                         *CURRENT SURVEY CONTROL
 OT0021  ______________________________________________________________________
 OT0021* NAD 83(1986) POSITION- 43 42 59.     (N) 102 18 13.     (W)   SCALED
 OT0021* NAVD 88 ORTHO HEIGHT -   779.241 (meters)     2556.56  (feet) ADJUSTED
 OT0021  ______________________________________________________________________
 OT0021  GEOID HEIGHT    -        -18.921 (meters)                     GEOID18
 OT0021  DYNAMIC HEIGHT  -        778.982 (meters)     2555.71  (feet) COMP
 OT0021  MODELED GRAVITY -    980,261.5   (mgal)                       NAVD 88
 OT0021
 OT0021  VERT ORDER      -  FIRST     CLASS II
 OT0021
 OT0021.The horizontal coordinates were scaled from a map and have
 OT0021.an estimated accuracy of +/- 6 seconds.
 OT0021
 OT0021.The orthometric height was determined by differential leveling and
 OT0021.adjusted by the NATIONAL GEODETIC SURVEY
 OT0021.in June 1991.
 OT0021
 OT0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0021.GEOID18 height accuracy estimate available here.
 OT0021
 OT0021.Click photographs - Photos may exist for this station.
 OT0021
 OT0021.The dynamic height is computed by dividing the NAVD 88
 OT0021.geopotential number by the normal gravity value computed on the
 OT0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0021.degrees latitude (g = 980.6199 gals.).
 OT0021
 OT0021.The modeled gravity was interpolated from observed gravity values.
 OT0021
 OT0021;                    North         East    Units  Estimated Accuracy
 OT0021;SPC SD S     -   155,530.      441,250.      MT  (+/- 180 meters Scaled)
 OT0021
 OT0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ172439(NAD 83)
 OT0021
 OT0021                          SUPERSEDED SURVEY CONTROL
 OT0021
 OT0021  NGVD 29 (??/??/92)  778.770  (m)         2555.01   (f) ADJ UNCH    1 2
 OT0021
 OT0021.Superseded values are not recommended for survey control.
 OT0021
 OT0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0021.See file dsdata.pdf to determine how the superseded data were derived.
 OT0021
 OT0021_MARKER: DB = BENCH MARK DISK
 OT0021_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0021+WITH SETTING: INFORMATION.
 OT0021_STAMPING: Q 364 1962
 OT0021_MARK LOGO: CGS
 OT0021_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0021+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0021_ROD/PIPE-DEPTH: 2.4 meters
 OT0021
 OT0021  HISTORY     - Date     Condition        Report By
 OT0021  HISTORY     - 1962     MONUMENTED       CGS
 OT0021  HISTORY     - 1985     GOOD             NGS
 OT0021  HISTORY     - 20120724 GOOD             INDIV
 OT0021
 OT0021                          STATION DESCRIPTION
 OT0021
 OT0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0021'14 MI SE FROM SCENIC.
 OT0021'ABOUT 13.95 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0021'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, OR
 OT0021'16.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OT0021'RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 10, T 4 S, R 15
 OT0021'E, 0.25 MILE EAST OF A TRAIL ROAD LEADING SOUTH, 11 1/2 FEET EAST
 OT0021'OF THE 9TH TELEPHONE POLE WEST OF MILE POST 604, 95 FEET NORTH
 OT0021'OF THE CENTER LINE OF STATE HIGHWAY 40, 38 1/2 FEET SOUTH OF
 OT0021'SOUTH RAIL, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 OT0021'WITH THE RAILS, AND ON THE TOP OF A 5/8-INCH CONCRETE ROD THAT IS
 OT0021'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 OT0021'PROJECTS 1 FOOT.
 OT0021
 OT0021                          STATION RECOVERY (1985)
 OT0021
 OT0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0021'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0021'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0021'THENCE 23.35 KM (14.6 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.55 KM
 OT0021'(0.35 MI) WEST OF MILEPOST 102, 0.45 KM (0.3 MI) WEST OF THE T
 OT0021'JUNCTION OF UPPER SAGE CREEK ROAD, 40.5 METERS (133 FT) NORTH OF THE
 OT0021'HIGHWAY CENTERLINE, 41.6 METERS (136.5 FT) SOUTHEAST ACROSS THE
 OT0021'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE EAST END OF
 OT0021'A WOODEN FENCE BRACE AND 11.7 METERS (38.5 FT) SOUTH OF THE SOUTH
 OT0021'RAIL.
 OT0021'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0021'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OT0021
 OT0021                          STATION RECOVERY (2012)
 OT0021
 OT0021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0462 ***********************************************************************
 OS0462  DESIGNATION -  Q 365
 OS0462  PID         -  OS0462
 OS0462  STATE/COUNTY-  SD/JACKSON
 OS0462  COUNTRY     -  US
 OS0462  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0462
 OS0462                         *CURRENT SURVEY CONTROL
 OS0462  ______________________________________________________________________
 OS0462* NAD 83(1986) POSITION- 43 44 52.17   (N) 101 46 29.16   (W)   HD_HELD1
 OS0462* NAVD 88 ORTHO HEIGHT -   724.477 (meters)     2376.89  (feet) ADJUSTED
 OS0462  ______________________________________________________________________
 OS0462  GEOID HEIGHT    -        -20.574 (meters)                     GEOID18
 OS0462  DYNAMIC HEIGHT  -        724.249 (meters)     2376.14  (feet) COMP
 OS0462  MODELED GRAVITY -    980,280.6   (mgal)                       NAVD 88
 OS0462
 OS0462  VERT ORDER      -  FIRST     CLASS II
 OS0462
 OS0462.The horizontal coordinates were determined by differentially corrected
 OS0462.hand held GPS observations or other comparable positioning techniques
 OS0462.and have an estimated accuracy of +/- 3 meters.
 OS0462
 OS0462.The orthometric height was determined by differential leveling and
 OS0462.adjusted by the NATIONAL GEODETIC SURVEY
 OS0462.in June 1991.
 OS0462
 OS0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0462.GEOID18 height accuracy estimate available here.
 OS0462
 OS0462.Click photographs - Photos may exist for this station.
 OS0462
 OS0462.The dynamic height is computed by dividing the NAVD 88
 OS0462.geopotential number by the normal gravity value computed on the
 OS0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0462.degrees latitude (g = 980.6199 gals.).
 OS0462
 OS0462.The modeled gravity was interpolated from observed gravity values.
 OS0462
 OS0462;                    North         East    Units  Estimated Accuracy
 OS0462;SPC SD S     -   158,145.5     483,915.9     MT  (+/- 3 meters HH1 GPS) 
 OS0462
 OS0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7659147607(NAD 83)
 OS0462
 OS0462                          SUPERSEDED SURVEY CONTROL
 OS0462
 OS0462  NGVD 29 (??/??/92)  724.034  (m)         2375.43   (f) ADJ UNCH    1 2
 OS0462
 OS0462.Superseded values are not recommended for survey control.
 OS0462
 OS0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0462.See file dsdata.pdf to determine how the superseded data were derived.
 OS0462
 OS0462_MARKER: DB = BENCH MARK DISK
 OS0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0462_STAMPING: Q 365 1962
 OS0462_MARK LOGO: CGS
 OS0462_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0462_ROD/PIPE-DEPTH: 4.9 meters
 OS0462
 OS0462  HISTORY     - Date     Condition        Report By
 OS0462  HISTORY     - 1962     MONUMENTED       CGS
 OS0462
 OS0462                          STATION DESCRIPTION
 OS0462
 OS0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0462'11.2 MI E FROM INTERIOR.
 OS0462'ABOUT 11.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0462'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 31,
 OS0462'T 3 S, R 19 E, ABOUT 0.4 MILE NORTHEAST OF DEEP CUT IN STRING
 OS0462'OF BARREN HILLS, ON CREST OF A SMALL FLAT TOPPED FORMATION,
 OS0462'38 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12 1/2 FEET SOUTHWEST
 OS0462'OF MILE POST 577, IN LINE WITH ROW OF TELEPHONE POLES, 1.5 FEET
 OS0462'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 OS0462'OF THE RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 OS0462'IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 OS0462'WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0032 ***********************************************************************
 OT0032  DESIGNATION -  Q 366
 OT0032  PID         -  OT0032
 OT0032  STATE/COUNTY-  SD/PENNINGTON
 OT0032  COUNTRY     -  US
 OT0032  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0032
 OT0032                         *CURRENT SURVEY CONTROL
 OT0032  ______________________________________________________________________
 OT0032* NAD 83(1986) POSITION- 43 59 46.     (N) 102 17 26.     (W)   SCALED
 OT0032* NAVD 88 ORTHO HEIGHT -   814.148 (meters)     2671.08  (feet) ADJUSTED
 OT0032  ______________________________________________________________________
 OT0032  GEOID HEIGHT    -        -18.853 (meters)                     GEOID18
 OT0032  DYNAMIC HEIGHT  -        813.900 (meters)     2670.27  (feet) COMP
 OT0032  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 OT0032
 OT0032  VERT ORDER      -  SECOND    CLASS 0
 OT0032
 OT0032.The horizontal coordinates were scaled from a map and have
 OT0032.an estimated accuracy of +/- 6 seconds.
 OT0032
 OT0032.The orthometric height was determined by differential leveling and
 OT0032.adjusted by the NATIONAL GEODETIC SURVEY
 OT0032.in June 1991.
 OT0032
 OT0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0032.GEOID18 height accuracy estimate available here.
 OT0032
 OT0032.Click photographs - Photos may exist for this station.
 OT0032
 OT0032.The dynamic height is computed by dividing the NAVD 88
 OT0032.geopotential number by the normal gravity value computed on the
 OT0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0032.degrees latitude (g = 980.6199 gals.).
 OT0032
 OT0032.The modeled gravity was interpolated from observed gravity values.
 OT0032
 OT0032;                    North         East    Units  Estimated Accuracy
 OT0032;SPC SD S     -   186,570.      443,030.      MT  (+/- 180 meters Scaled)
 OT0032
 OT0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ172750(NAD 83)
 OT0032
 OT0032                          SUPERSEDED SURVEY CONTROL
 OT0032
 OT0032  NGVD 29 (??/??/92)  813.696  (m)         2669.60   (f) ADJ UNCH    2 0
 OT0032
 OT0032.Superseded values are not recommended for survey control.
 OT0032
 OT0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0032.See file dsdata.pdf to determine how the superseded data were derived.
 OT0032
 OT0032_MARKER: DB = BENCH MARK DISK
 OT0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0032_STAMPING: Q 366 1962
 OT0032_MARK LOGO: CGS
 OT0032_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0032
 OT0032  HISTORY     - Date     Condition        Report By
 OT0032  HISTORY     - 1962     MONUMENTED       CGS
 OT0032
 OT0032                          STATION DESCRIPTION
 OT0032
 OT0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0032'2.9 MI W FROM WALL.
 OT0032'ABOUT 2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0032'FROM THE STATION AT WALL, 29 FEET SOUTHEAST OF THE SOUTHEAST
 OT0032'CORNER OF TRESTLE NUMBER 1782, 35.5 FEET WEST OF MILEPOST 594,
 OT0032'21.7 FEET SOUTH OF THE SOUTH RAIL, ABOUT 5 FEET ABOVE THE RAILS,
 OT0032'A DISK BRAZED ON THE TOP OF A 3-INCH IRON PIPE AND PROJECTING
 OT0032'6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0410 ***********************************************************************
 PU0410  DESIGNATION -  Q 367
 PU0410  PID         -  PU0410
 PU0410  STATE/COUNTY-  SD/PENNINGTON
 PU0410  COUNTRY     -  US
 PU0410  USGS QUAD   -  LAKE HILL (2017)
 PU0410
 PU0410                         *CURRENT SURVEY CONTROL
 PU0410  ______________________________________________________________________
 PU0410* NAD 83(1986) POSITION- 44 06 36.     (N) 102 10 05.     (W)   SCALED
 PU0410* NAVD 88 ORTHO HEIGHT -   875.975 (meters)     2873.93  (feet) ADJUSTED
 PU0410  ______________________________________________________________________
 PU0410  GEOID HEIGHT    -        -19.249 (meters)                     GEOID18
 PU0410  DYNAMIC HEIGHT  -        875.718 (meters)     2873.08  (feet) COMP
 PU0410  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 PU0410
 PU0410  VERT ORDER      -  SECOND    CLASS 0
 PU0410
 PU0410.The horizontal coordinates were scaled from a map and have
 PU0410.an estimated accuracy of +/- 6 seconds.
 PU0410
 PU0410.The orthometric height was determined by differential leveling and
 PU0410.adjusted by the NATIONAL GEODETIC SURVEY
 PU0410.in June 1991.
 PU0410
 PU0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0410.GEOID18 height accuracy estimate available here.
 PU0410
 PU0410.Click photographs - Photos may exist for this station.
 PU0410
 PU0410.The dynamic height is computed by dividing the NAVD 88
 PU0410.geopotential number by the normal gravity value computed on the
 PU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0410.degrees latitude (g = 980.6199 gals.).
 PU0410
 PU0410.The modeled gravity was interpolated from observed gravity values.
 PU0410
 PU0410;                    North         East    Units  Estimated Accuracy
 PU0410;SPC SD S     -   199,000.      453,140.      MT  (+/- 180 meters Scaled)
 PU0410
 PU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ266879(NAD 83)
 PU0410
 PU0410                          SUPERSEDED SURVEY CONTROL
 PU0410
 PU0410  NGVD 29 (??/??/92)  875.522  (m)         2872.44   (f) ADJ UNCH    2 0
 PU0410
 PU0410.Superseded values are not recommended for survey control.
 PU0410
 PU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0410.See file dsdata.pdf to determine how the superseded data were derived.
 PU0410
 PU0410_MARKER: DB = BENCH MARK DISK
 PU0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0410_STAMPING: Q 367 1962
 PU0410_MARK LOGO: CGS
 PU0410_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0410+STABILITY: SURFACE MOTION
 PU0410
 PU0410  HISTORY     - Date     Condition        Report By
 PU0410  HISTORY     - 1962     MONUMENTED       CGS
 PU0410
 PU0410                          STATION DESCRIPTION
 PU0410
 PU0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0410'11.6 MI NE FROM WALL.
 PU0410'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0410'AT WALL, THENCE 3.05 MILES EAST ALONG A DIRT ROAD, THENCE 2.0
 PU0410'MILE NORTH ALONG A GRAVELED ROAD, 69 FEET SOUTHWEST OF THE
 PU0410'CENTER OF A GRAVELED ROAD INTERSECTION, 56 FEET WEST OF THE
 PU0410'CENTER LINE OF A GRAVELED ROAD, 38 FEET SOUTH OF THE CENTER
 PU0410'LINE OF A GRAVELED ROAD, 4.7 FEET SOUTHEAST OF A CORNER FENCE
 PU0410'POST, 2 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL
 PU0410'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 PU0410'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- 1.0 MILE EAST OF BENCH
 PU0410'MARK R 367 WHICH IS DESCRIBED ALONG ANOTHER ROUTE FROM WALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1735 ***********************************************************************
 PU1735  DESIGNATION -  Q 368
 PU1735  PID         -  PU1735
 PU1735  STATE/COUNTY-  SD/LAWRENCE
 PU1735  COUNTRY     -  US
 PU1735  USGS QUAD   -  JOLLY (2017)
 PU1735
 PU1735                         *CURRENT SURVEY CONTROL
 PU1735  ______________________________________________________________________
 PU1735* NAD 83(1986) POSITION- 44 35 59.     (N) 103 46 10.     (W)   SCALED
 PU1735* NAVD 88 ORTHO HEIGHT -   989.802 (meters)     3247.38  (feet) ADJUSTED
 PU1735  ______________________________________________________________________
 PU1735  GEOID HEIGHT    -        -15.265 (meters)                     GEOID18
 PU1735  DYNAMIC HEIGHT  -        989.509 (meters)     3246.41  (feet) COMP
 PU1735  MODELED GRAVITY -    980,288.0   (mgal)                       NAVD 88
 PU1735
 PU1735  VERT ORDER      -  FIRST     CLASS II
 PU1735
 PU1735.The horizontal coordinates were scaled from a map and have
 PU1735.an estimated accuracy of +/- 6 seconds.
 PU1735
 PU1735.The orthometric height was determined by differential leveling and
 PU1735.adjusted by the NATIONAL GEODETIC SURVEY
 PU1735.in June 1991.
 PU1735
 PU1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1735.GEOID18 height accuracy estimate available here.
 PU1735
 PU1735.Click photographs - Photos may exist for this station.
 PU1735
 PU1735.The dynamic height is computed by dividing the NAVD 88
 PU1735.geopotential number by the normal gravity value computed on the
 PU1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1735.degrees latitude (g = 980.6199 gals.).
 PU1735
 PU1735.The modeled gravity was interpolated from observed gravity values.
 PU1735
 PU1735;                    North         East    Units  Estimated Accuracy
 PU1735;SPC SD N     -    92,130.      300,850.      MT  (+/- 180 meters Scaled)
 PU1735
 PU1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK976392(NAD 83)
 PU1735
 PU1735                          SUPERSEDED SURVEY CONTROL
 PU1735
 PU1735  NGVD 29 (??/??/92)  989.300  (m)         3245.73   (f) ADJ UNCH    1 2
 PU1735
 PU1735.Superseded values are not recommended for survey control.
 PU1735
 PU1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1735.See file dsdata.pdf to determine how the superseded data were derived.
 PU1735
 PU1735_MARKER: DB = BENCH MARK DISK
 PU1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1735_STAMPING: Q 368 1962
 PU1735_MARK LOGO: CGS
 PU1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1735+STABILITY: SURFACE MOTION
 PU1735
 PU1735  HISTORY     - Date     Condition        Report By
 PU1735  HISTORY     - 1962     MONUMENTED       CGS
 PU1735
 PU1735                          STATION DESCRIPTION
 PU1735
 PU1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1735'4.4 MI NW FROM ST ONGE.
 PU1735'ABOUT 4.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1735'RAILWAY FROM THE POST OFFICE AT ST. ONGE, IN SECTION 4, T 7 N,
 PU1735'R 3 E, 2 POLES NORTHWEST OF MILE POST 147 AND AT A ROAD CROSSING,
 PU1735'44 FEET NORTHEAST OF THE NORTHEAST RAIL, 66 FEET EAST OF THE
 PU1735'CENTER OF THE ROAD CROSSING, 8 1/2 FEET WEST OF A POWER POLE,
 PU1735'1 1/2 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A METAL
 PU1735'WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET IN THE TOP OF
 PU1735'A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1825 ***********************************************************************
 PU1825  DESIGNATION -  Q 369
 PU1825  PID         -  PU1825
 PU1825  STATE/COUNTY-  SD/BUTTE
 PU1825  COUNTRY     -  US
 PU1825  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1825
 PU1825                         *CURRENT SURVEY CONTROL
 PU1825  ______________________________________________________________________
 PU1825* NAD 83(1986) POSITION- 44 54 44.     (N) 103 54 38.     (W)   SCALED
 PU1825* NAVD 88 ORTHO HEIGHT -   995.361 (meters)     3265.61  (feet) ADJUSTED
 PU1825  ______________________________________________________________________
 PU1825  GEOID HEIGHT    -        -15.679 (meters)                     GEOID18
 PU1825  DYNAMIC HEIGHT  -        995.099 (meters)     3264.75  (feet) COMP
 PU1825  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 PU1825
 PU1825  VERT ORDER      -  SECOND    CLASS 0
 PU1825
 PU1825.The horizontal coordinates were scaled from a map and have
 PU1825.an estimated accuracy of +/- 6 seconds.
 PU1825
 PU1825.The orthometric height was determined by differential leveling and
 PU1825.adjusted by the NATIONAL GEODETIC SURVEY
 PU1825.in June 1991.
 PU1825
 PU1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1825.GEOID18 height accuracy estimate available here.
 PU1825
 PU1825.Click photographs - Photos may exist for this station.
 PU1825
 PU1825.The dynamic height is computed by dividing the NAVD 88
 PU1825.geopotential number by the normal gravity value computed on the
 PU1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1825.degrees latitude (g = 980.6199 gals.).
 PU1825
 PU1825.The modeled gravity was interpolated from observed gravity values.
 PU1825
 PU1825;                    North         East    Units  Estimated Accuracy
 PU1825;SPC SD N     -   127,350.      291,330.      MT  (+/- 180 meters Scaled)
 PU1825
 PU1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK859737(NAD 83)
 PU1825
 PU1825                          SUPERSEDED SURVEY CONTROL
 PU1825
 PU1825  NGVD 29 (??/??/92)  994.876  (m)         3264.02   (f) ADJ UNCH    2 0
 PU1825
 PU1825.Superseded values are not recommended for survey control.
 PU1825
 PU1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1825.See file dsdata.pdf to determine how the superseded data were derived.
 PU1825
 PU1825_MARKER: DB = BENCH MARK DISK
 PU1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1825_STAMPING: Q 369 1962
 PU1825_MARK LOGO: CGS
 PU1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1825+STABILITY: SURFACE MOTION
 PU1825
 PU1825  HISTORY     - Date     Condition        Report By
 PU1825  HISTORY     - 1962     MONUMENTED       CGS
 PU1825
 PU1825                          STATION DESCRIPTION
 PU1825
 PU1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1825'19 MI NW FROM BELLE FOURCHE.
 PU1825'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1825'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 7.3
 PU1825'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 18, T 11 N,
 PU1825'R 1 E, 59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST
 PU1825'OF A TELEPHONE POLE, 118 FEET WEST OF THE CENTER LINE OF A TRAIL
 PU1825'ROAD SOUTH, 2.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PU1825'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1825'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0255 ***********************************************************************
 OS0255  DESIGNATION -  Q 370
 OS0255  PID         -  OS0255
 OS0255  STATE/COUNTY-  SD/JACKSON
 OS0255  COUNTRY     -  US
 OS0255  USGS QUAD   -  STAMFORD SW (2017)
 OS0255
 OS0255                         *CURRENT SURVEY CONTROL
 OS0255  ______________________________________________________________________
 OS0255* NAD 83(1986) POSITION- 43 51 03.     (N) 101 11 53.     (W)   SCALED
 OS0255* NAVD 88 ORTHO HEIGHT -   708.161 (meters)     2323.36  (feet) ADJUSTED
 OS0255  ______________________________________________________________________
 OS0255  GEOID HEIGHT    -        -22.794 (meters)                     GEOID18
 OS0255  DYNAMIC HEIGHT  -        707.933 (meters)     2322.61  (feet) COMP
 OS0255  MODELED GRAVITY -    980,273.9   (mgal)                       NAVD 88
 OS0255
 OS0255  VERT ORDER      -  FIRST     CLASS II
 OS0255
 OS0255.The horizontal coordinates were scaled from a map and have
 OS0255.an estimated accuracy of +/- 6 seconds.
 OS0255
 OS0255.The orthometric height was determined by differential leveling and
 OS0255.adjusted by the NATIONAL GEODETIC SURVEY
 OS0255.in June 1991.
 OS0255
 OS0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0255.GEOID18 height accuracy estimate available here.
 OS0255
 OS0255.Click photographs - Photos may exist for this station.
 OS0255
 OS0255.The dynamic height is computed by dividing the NAVD 88
 OS0255.geopotential number by the normal gravity value computed on the
 OS0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0255.degrees latitude (g = 980.6199 gals.).
 OS0255
 OS0255.The modeled gravity was interpolated from observed gravity values.
 OS0255
 OS0255;                    North         East    Units  Estimated Accuracy
 OS0255;SPC SD S     -   168,940.      530,480.      MT  (+/- 180 meters Scaled)
 OS0255
 OS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP233576(NAD 83)
 OS0255
 OS0255                          SUPERSEDED SURVEY CONTROL
 OS0255
 OS0255  NGVD 29 (??/??/92)  707.697  (m)         2321.84   (f) ADJ UNCH    1 2
 OS0255
 OS0255.Superseded values are not recommended for survey control.
 OS0255
 OS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0255.See file dsdata.pdf to determine how the superseded data were derived.
 OS0255
 OS0255_MARKER: DB = BENCH MARK DISK
 OS0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0255_STAMPING: Q 370 1962
 OS0255_MARK LOGO: CGS
 OS0255_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0255+STABILITY: SURFACE MOTION
 OS0255
 OS0255  HISTORY     - Date     Condition        Report By
 OS0255  HISTORY     - 1962     MONUMENTED       CGS
 OS0255
 OS0255                          STATION DESCRIPTION
 OS0255
 OS0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0255'3.8 MI E FROM BELVIDERE.
 OS0255'ABOUT 3.85 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0255'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0255'24, T2S, R24E, 1 POLE EAST OF MILE POST 545 AND AT THE EAST
 OS0255'END OF A SNOW FENCE, 99 FEET NORTH OF NORTH RAIL, 4 FEET WEST
 OS0255'OF A POWER POLE, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT
 OS0255'LEVEL WITH THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 OS0255'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0561 ***********************************************************************
 PU0561  DESIGNATION -  Q 371
 PU0561  PID         -  PU0561
 PU0561  STATE/COUNTY-  SD/PENNINGTON
 PU0561  COUNTRY     -  US
 PU0561  USGS QUAD   -  PEDRO SE (2017)
 PU0561
 PU0561                         *CURRENT SURVEY CONTROL
 PU0561  ______________________________________________________________________
 PU0561* NAD 83(1986) POSITION- 44 17 42.     (N) 102 02 59.     (W)   SCALED
 PU0561* NAVD 88 ORTHO HEIGHT -   838.198 (meters)     2749.99  (feet) ADJUSTED
 PU0561  ______________________________________________________________________
 PU0561  GEOID HEIGHT    -        -19.774 (meters)                     GEOID18
 PU0561  DYNAMIC HEIGHT  -        837.961 (meters)     2749.21  (feet) COMP
 PU0561  MODELED GRAVITY -    980,307.4   (mgal)                       NAVD 88
 PU0561
 PU0561  VERT ORDER      -  SECOND    CLASS 0
 PU0561
 PU0561.The horizontal coordinates were scaled from a map and have
 PU0561.an estimated accuracy of +/- 6 seconds.
 PU0561
 PU0561.The orthometric height was determined by differential leveling and
 PU0561.adjusted by the NATIONAL GEODETIC SURVEY
 PU0561.in June 1991.
 PU0561
 PU0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0561.GEOID18 height accuracy estimate available here.
 PU0561
 PU0561.Click photographs - Photos may exist for this station.
 PU0561
 PU0561.The dynamic height is computed by dividing the NAVD 88
 PU0561.geopotential number by the normal gravity value computed on the
 PU0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0561.degrees latitude (g = 980.6199 gals.).
 PU0561
 PU0561.The modeled gravity was interpolated from observed gravity values.
 PU0561
 PU0561;                    North         East    Units  Estimated Accuracy
 PU0561;SPC SD S     -   219,350.      463,030.      MT  (+/- 180 meters Scaled)
 PU0561
 PU0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK353088(NAD 83)
 PU0561
 PU0561                          SUPERSEDED SURVEY CONTROL
 PU0561
 PU0561  NGVD 29 (??/??/92)  837.733  (m)         2748.46   (f) ADJ UNCH    2 0
 PU0561
 PU0561.Superseded values are not recommended for survey control.
 PU0561
 PU0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0561.See file dsdata.pdf to determine how the superseded data were derived.
 PU0561
 PU0561_MARKER: DB = BENCH MARK DISK
 PU0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0561_STAMPING: Q 371 1962
 PU0561_MARK LOGO: CGS
 PU0561_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0561+STABILITY: SURFACE MOTION
 PU0561
 PU0561  HISTORY     - Date     Condition        Report By
 PU0561  HISTORY     - 1962     MONUMENTED       CGS
 PU0561
 PU0561                          STATION DESCRIPTION
 PU0561
 PU0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0561'12.2 MI W FROM HILLAND.
 PU0561'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0561'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0561'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED ROAD, THENCE 0.2
 PU0561'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 PU0561'A GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED ROAD,
 PU0561'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, 49 FEET WEST OF
 PU0561'THE CENTER LINE OF THE ROAD, 250 FEET NORTHWEST OF THE NORTHWEST
 PU0561'CORNER OF A CATTLE GUARD, 34 FEET SOUTH OF A FENCE LEADING
 PU0561'WEST, 1 1/2 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A METAL
 PU0561'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 PU0561'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0413 ***********************************************************************
 OS0413  DESIGNATION -  Q 372
 OS0413  PID         -  OS0413
 OS0413  STATE/COUNTY-  SD/JACKSON
 OS0413  COUNTRY     -  US
 OS0413  USGS QUAD   -  KADOKA (2017)
 OS0413
 OS0413                         *CURRENT SURVEY CONTROL
 OS0413  ______________________________________________________________________
 OS0413* NAD 83(1986) POSITION- 43 50 07.     (N) 101 33 49.     (W)   SCALED
 OS0413* NAVD 88 ORTHO HEIGHT -   737.234 (meters)     2418.74  (feet) ADJUSTED
 OS0413  ______________________________________________________________________
 OS0413  GEOID HEIGHT    -        -21.416 (meters)                     GEOID18
 OS0413  DYNAMIC HEIGHT  -        736.998 (meters)     2417.97  (feet) COMP
 OS0413  MODELED GRAVITY -    980,275.0   (mgal)                       NAVD 88
 OS0413
 OS0413  VERT ORDER      -  FIRST     CLASS II
 OS0413
 OS0413.The horizontal coordinates were scaled from a map and have
 OS0413.an estimated accuracy of +/- 6 seconds.
 OS0413
 OS0413.The orthometric height was determined by differential leveling and
 OS0413.adjusted by the NATIONAL GEODETIC SURVEY
 OS0413.in June 1991.
 OS0413
 OS0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0413.GEOID18 height accuracy estimate available here.
 OS0413
 OS0413.Click photographs - Photos may exist for this station.
 OS0413
 OS0413.The dynamic height is computed by dividing the NAVD 88
 OS0413.geopotential number by the normal gravity value computed on the
 OS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0413.degrees latitude (g = 980.6199 gals.).
 OS0413
 OS0413.The modeled gravity was interpolated from observed gravity values.
 OS0413
 OS0413;                    North         East    Units  Estimated Accuracy
 OS0413;SPC SD S     -   167,590.      501,060.      MT  (+/- 180 meters Scaled)
 OS0413
 OS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP938567(NAD 83)
 OS0413
 OS0413                          SUPERSEDED SURVEY CONTROL
 OS0413
 OS0413  NGVD 29 (??/??/92)  736.781  (m)         2417.26   (f) ADJ UNCH    1 2
 OS0413
 OS0413.Superseded values are not recommended for survey control.
 OS0413
 OS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0413.See file dsdata.pdf to determine how the superseded data were derived.
 OS0413
 OS0413_MARKER: DB = BENCH MARK DISK
 OS0413_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OS0413_SP_SET: FOOTING
 OS0413_STAMPING: Q 372 1962
 OS0413_MARK LOGO: CGS
 OS0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0413+STABILITY: SURFACE MOTION
 OS0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0413+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1991
 OS0413
 OS0413  HISTORY     - Date     Condition        Report By
 OS0413  HISTORY     - 1962     MONUMENTED       CGS
 OS0413  HISTORY     - 1985     GOOD             NGS
 OS0413  HISTORY     - 19910713 GOOD             NGS
 OS0413
 OS0413                          STATION DESCRIPTION
 OS0413
 OS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0413'3.2 MI W FROM KADOKA.
 OS0413'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0413'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 2.75
 OS0413'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0413'138 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH OF
 OS0413'A FENCE, 0.4 FEET NORTH OF A CONCRETE POST, ABOUT 3 FEET BELOW
 OS0413'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTH EDGE OF
 OS0413'CONCRETE BASE OF AN 18-INCH CONCRETE POST PROJECTING 4 FEET.
 OS0413
 OS0413                          STATION RECOVERY (1985)
 OS0413
 OS0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0413'THE MARK IS 0.7 M BELOW THE FRONTAGE ROAD.
 OS0413'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 OS0413'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0413'KADOKA, IN TOP OF THE NORTH EDGE OF THE CONCRETE FOUNDATION FOR A
 OS0413'18-INCH IN DIAMETER CONCRETE THEODOLITE PEDESTAL PROJECTING 4-FEET
 OS0413'ABOVE THE GROUND, 0.2 KM (0.15 MI) EAST OF MILEPOST 148, AT A POWER
 OS0413'LINE CROSSING THE INTERSTATE HIGHWAY, 94.8 METERS (311 FT) SOUTH
 OS0413'ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE, 42.0
 OS0413'METERS (138 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 37.8 METERS
 OS0413'(124 FT) NORTHWEST OF A POWER POLE FOR A RIGHT ANGLE TURN IN THE POWER
 OS0413'LINES FROM WEST TO NORTH AND 6.7 METERS (22 FT) SOUTH OF THE
 OS0413'RIGHT-OF-WAY FENCE.
 OS0413
 OS0413                          STATION RECOVERY (1991)
 OS0413
 OS0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0413'3.3 KM (2.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0413'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, NEAR THE NORTH
 OS0413'SIDE OF THE CONCRETE FOOTING OF A THEODOLITE PEDESTAL THAT PROJECTS
 OS0413'1.2 M (3.9 FT) ABOVE THE GROUND SURFACE, 94.9 M (311.4 FT) SOUTH OF
 OS0413'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 41.8 M (137.1
 OS0413'FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 37.7 M (123.7 FT)
 OS0413'NORTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 6.8 M (22.3 FT) SOUTH
 OS0413'OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 OS0413'FOOTING IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0734 ***********************************************************************
 PT0734  DESIGNATION -  Q 373
 PT0734  PID         -  PT0734
 PT0734  STATE/COUNTY-  SD/HAAKON
 PT0734  COUNTRY     -  US
 PT0734  USGS QUAD   -  BRIDGER (2017)
 PT0734
 PT0734                         *CURRENT SURVEY CONTROL
 PT0734  ______________________________________________________________________
 PT0734* NAD 83(1986) POSITION- 44 30 09.     (N) 101 59 08.     (W)   SCALED
 PT0734* NAVD 88 ORTHO HEIGHT -   678.184 (meters)     2225.01  (feet) ADJUSTED
 PT0734  ______________________________________________________________________
 PT0734  GEOID HEIGHT    -        -20.072 (meters)                     GEOID18
 PT0734  DYNAMIC HEIGHT  -        678.031 (meters)     2224.51  (feet) COMP
 PT0734  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 PT0734
 PT0734  VERT ORDER      -  SECOND    CLASS 0
 PT0734
 PT0734.The horizontal coordinates were scaled from a map and have
 PT0734.an estimated accuracy of +/- 6 seconds.
 PT0734
 PT0734.The orthometric height was determined by differential leveling and
 PT0734.adjusted by the NATIONAL GEODETIC SURVEY
 PT0734.in June 1991.
 PT0734
 PT0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0734.GEOID18 height accuracy estimate available here.
 PT0734
 PT0734.Click photographs - Photos may exist for this station.
 PT0734
 PT0734.The dynamic height is computed by dividing the NAVD 88
 PT0734.geopotential number by the normal gravity value computed on the
 PT0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0734.degrees latitude (g = 980.6199 gals.).
 PT0734
 PT0734.The modeled gravity was interpolated from observed gravity values.
 PT0734
 PT0734;                    North         East    Units  Estimated Accuracy
 PT0734;SPC SD S     -   242,300.      468,610.      MT  (+/- 180 meters Scaled)
 PT0734
 PT0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ626320(NAD 83)
 PT0734
 PT0734                          SUPERSEDED SURVEY CONTROL
 PT0734
 PT0734  NGVD 29 (??/??/92)  677.741  (m)         2223.56   (f) ADJ UNCH    2 0
 PT0734
 PT0734.Superseded values are not recommended for survey control.
 PT0734
 PT0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0734.See file dsdata.pdf to determine how the superseded data were derived.
 PT0734
 PT0734_MARKER: DB = BENCH MARK DISK
 PT0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0734_STAMPING: Q 373 1962
 PT0734_MARK LOGO: CGS
 PT0734_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0734+STABILITY: SURFACE MOTION
 PT0734
 PT0734  HISTORY     - Date     Condition        Report By
 PT0734  HISTORY     - 1962     MONUMENTED       CGS
 PT0734
 PT0734                          STATION DESCRIPTION
 PT0734
 PT0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0734'10.2 MI SE FROM HOWES.
 PT0734'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 PT0734'AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 34 AND
 PT0734'73, THENCE 9.6 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH WAS
 PT0734'FORMERLY HIGHWAY 34 AND 73, 30 FEET SOUTHWEST OF THE CENTERLINE
 PT0734'OF THE ROAD, 19 FEET NORTHWEST OF THE CENTER OF A WIRE GATE AND
 PT0734'TRAIL ROAD WEST, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 PT0734'1 1/2 FEET NORTHEAST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL
 PT0734'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0734'ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0712 ***********************************************************************
 PT0712  DESIGNATION -  Q 374
 PT0712  PID         -  PT0712
 PT0712  STATE/COUNTY-  SD/HAAKON
 PT0712  COUNTRY     -  US
 PT0712  USGS QUAD   -  POST RANCH (2017)
 PT0712
 PT0712                         *CURRENT SURVEY CONTROL
 PT0712  ______________________________________________________________________
 PT0712* NAD 83(1986) POSITION- 44 18 06.     (N) 101 56 53.     (W)   SCALED
 PT0712* NAVD 88 ORTHO HEIGHT -   767.331 (meters)     2517.49  (feet) ADJUSTED
 PT0712  ______________________________________________________________________
 PT0712  GEOID HEIGHT    -        -20.083 (meters)                     GEOID18
 PT0712  DYNAMIC HEIGHT  -        767.114 (meters)     2516.77  (feet) COMP
 PT0712  MODELED GRAVITY -    980,310.4   (mgal)                       NAVD 88
 PT0712
 PT0712  VERT ORDER      -  SECOND    CLASS 0
 PT0712
 PT0712.The horizontal coordinates were scaled from a map and have
 PT0712.an estimated accuracy of +/- 6 seconds.
 PT0712
 PT0712.The orthometric height was determined by differential leveling and
 PT0712.adjusted by the NATIONAL GEODETIC SURVEY
 PT0712.in June 1991.
 PT0712
 PT0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0712.GEOID18 height accuracy estimate available here.
 PT0712
 PT0712.Click photographs - Photos may exist for this station.
 PT0712
 PT0712.The dynamic height is computed by dividing the NAVD 88
 PT0712.geopotential number by the normal gravity value computed on the
 PT0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0712.degrees latitude (g = 980.6199 gals.).
 PT0712
 PT0712.The modeled gravity was interpolated from observed gravity values.
 PT0712
 PT0712;                    North         East    Units  Estimated Accuracy
 PT0712;SPC SD S     -   219,930.      471,160.      MT  (+/- 180 meters Scaled)
 PT0712
 PT0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ648096(NAD 83)
 PT0712
 PT0712                          SUPERSEDED SURVEY CONTROL
 PT0712
 PT0712  NGVD 29 (??/??/92)  766.863  (m)         2515.95   (f) ADJ UNCH    2 0
 PT0712
 PT0712.Superseded values are not recommended for survey control.
 PT0712
 PT0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0712.See file dsdata.pdf to determine how the superseded data were derived.
 PT0712
 PT0712_MARKER: DB = BENCH MARK DISK
 PT0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0712_STAMPING: Q 374 1962
 PT0712_MARK LOGO: CGS
 PT0712_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0712+STABILITY: SURFACE MOTION
 PT0712
 PT0712  HISTORY     - Date     Condition        Report By
 PT0712  HISTORY     - 1962     MONUMENTED       CGS
 PT0712
 PT0712                          STATION DESCRIPTION
 PT0712
 PT0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0712'5.7 MI NW FROM HILLAND.
 PT0712'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0712'AND CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0712'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PT0712'0.2 MILE NORTH ALONG A GRADED ROAD, AT THE CHURCH AND SCHOOL
 PT0712'IN THE DOWLING COMMUNITY, 134 FEET NORTH OF THE CENTER LINE
 PT0712'OF A ROAD LEADING WEST, 45 FEET WEST OF THE CENTER LINE OF
 PT0712'THE NORTH-SOUTH ROAD, 167 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 PT0712'CORNER OF THE SCHOOL HOUSE, 6 FEET SOUTH OF A POWER POLE, 2
 PT0712'FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST,
 PT0712'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0712'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0682 ***********************************************************************
 PT0682  DESIGNATION -  Q 375
 PT0682  PID         -  PT0682
 PT0682  STATE/COUNTY-  SD/HAAKON
 PT0682  COUNTRY     -  US
 PT0682  USGS QUAD   -  POST RANCH (2017)
 PT0682
 PT0682                         *CURRENT SURVEY CONTROL
 PT0682  ______________________________________________________________________
 PT0682* NAD 83(1986) POSITION- 44 20 22.     (N) 101 56 51.     (W)   SCALED
 PT0682* NAVD 88 ORTHO HEIGHT -   764.887 (meters)     2509.47  (feet) ADJUSTED
 PT0682  ______________________________________________________________________
 PT0682  GEOID HEIGHT    -        -20.107 (meters)                     GEOID18
 PT0682  DYNAMIC HEIGHT  -        764.677 (meters)     2508.78  (feet) COMP
 PT0682  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PT0682
 PT0682  VERT ORDER      -  SECOND    CLASS 0
 PT0682
 PT0682.The horizontal coordinates were scaled from a map and have
 PT0682.an estimated accuracy of +/- 6 seconds.
 PT0682
 PT0682.The orthometric height was determined by differential leveling and
 PT0682.adjusted by the NATIONAL GEODETIC SURVEY
 PT0682.in June 1991.
 PT0682
 PT0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0682.GEOID18 height accuracy estimate available here.
 PT0682
 PT0682.Click photographs - Photos may exist for this station.
 PT0682
 PT0682.The dynamic height is computed by dividing the NAVD 88
 PT0682.geopotential number by the normal gravity value computed on the
 PT0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0682.degrees latitude (g = 980.6199 gals.).
 PT0682
 PT0682.The modeled gravity was interpolated from observed gravity values.
 PT0682
 PT0682;                    North         East    Units  Estimated Accuracy
 PT0682;SPC SD S     -   224,120.      471,280.      MT  (+/- 180 meters Scaled)
 PT0682
 PT0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ650138(NAD 83)
 PT0682
 PT0682                          SUPERSEDED SURVEY CONTROL
 PT0682
 PT0682  NGVD 29 (??/??/92)  764.422  (m)         2507.94   (f) ADJ UNCH    2 0
 PT0682
 PT0682.Superseded values are not recommended for survey control.
 PT0682
 PT0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0682.See file dsdata.pdf to determine how the superseded data were derived.
 PT0682
 PT0682_MARKER: DB = BENCH MARK DISK
 PT0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0682_STAMPING: Q 375 1962
 PT0682_MARK LOGO: CGS
 PT0682_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0682+STABILITY: SURFACE MOTION
 PT0682
 PT0682  HISTORY     - Date     Condition        Report By
 PT0682  HISTORY     - 1962     MONUMENTED       CGS
 PT0682
 PT0682                          STATION DESCRIPTION
 PT0682
 PT0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0682'8.4 MI NW FROM HILLAND.
 PT0682'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0682'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0682'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PT0682'1.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.6 MILES NORTH
 PT0682'ALONG A GRADED DIRT ROAD, IN SECTION 3, T 4 N, R 18 E, ABOUT
 PT0682'0.2 MILE SOUTH OF A ROAD JUNCTION, 40 FEET EAST OF THE CENTER
 PT0682'LINE OF THE ROAD, 34 FEET SOUTH OF A TELEPHONE POLE, 10 FEET SOUTH
 PT0682'OF THE CENTER OF A WIRE GATE, 1 1/2 FEET WEST OF A FENCE, 1.7
 PT0682'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PT0682'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0682'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0048 ***********************************************************************
 PV0048  DESIGNATION -  Q 376
 PV0048  PID         -  PV0048
 PV0048  STATE/COUNTY-  SD/BUTTE
 PV0048  COUNTRY     -  US
 PV0048  USGS QUAD   -  BEULAH (2017)
 PV0048
 PV0048                         *CURRENT SURVEY CONTROL
 PV0048  ______________________________________________________________________
 PV0048* NAD 83(1986) POSITION- 44 34 34.     (N) 104 00 12.     (W)   SCALED
 PV0048* NAVD 88 ORTHO HEIGHT -  1024.006 (meters)     3359.59  (feet) ADJUSTED
 PV0048  ______________________________________________________________________
 PV0048  GEOID HEIGHT    -        -14.697 (meters)                     GEOID18
 PV0048  DYNAMIC HEIGHT  -       1023.681 (meters)     3358.53  (feet) COMP
 PV0048  MODELED GRAVITY -    980,265.2   (mgal)                       NAVD 88
 PV0048
 PV0048  VERT ORDER      -  SECOND    CLASS 0
 PV0048
 PV0048.The horizontal coordinates were scaled from a map and have
 PV0048.an estimated accuracy of +/- 6 seconds.
 PV0048
 PV0048.The orthometric height was determined by differential leveling and
 PV0048.adjusted by the NATIONAL GEODETIC SURVEY
 PV0048.in June 1991.
 PV0048
 PV0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0048.GEOID18 height accuracy estimate available here.
 PV0048
 PV0048.Click photographs - Photos may exist for this station.
 PV0048
 PV0048.The dynamic height is computed by dividing the NAVD 88
 PV0048.geopotential number by the normal gravity value computed on the
 PV0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0048.degrees latitude (g = 980.6199 gals.).
 PV0048
 PV0048.The modeled gravity was interpolated from observed gravity values.
 PV0048
 PV0048;                    North         East    Units  Estimated Accuracy
 PV0048;SPC SD N     -    90,400.      282,170.      MT  (+/- 180 meters Scaled)
 PV0048
 PV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK791363(NAD 83)
 PV0048
 PV0048                          SUPERSEDED SURVEY CONTROL
 PV0048
 PV0048  NGVD 29 (??/??/92) 1023.474  (m)         3357.85   (f) ADJ UNCH    2 0
 PV0048
 PV0048.Superseded values are not recommended for survey control.
 PV0048
 PV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0048.See file dsdata.pdf to determine how the superseded data were derived.
 PV0048
 PV0048_MARKER: DB = BENCH MARK DISK
 PV0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0048_STAMPING: Q 376 1962
 PV0048_MARK LOGO: CGS
 PV0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0048+STABILITY: SURFACE MOTION
 PV0048
 PV0048  HISTORY     - Date     Condition        Report By
 PV0048  HISTORY     - 1962     MONUMENTED       CGS
 PV0048
 PV0048                          STATION DESCRIPTION
 PV0048
 PV0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0048'13.3 MI NW FROM SPEARFISH.
 PV0048'2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PV0048'SPEARFISH, THENCE 8.35 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 PV0048'2.9 MILE NORTH ALONG A GRAVEL ROAD, AT A GATE TO A FIELD.  30
 PV0048'FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 10 FEET WEST
 PV0048'OF THE CENTERLINE OF THE ROAD TO THE FIELD, 3 FEET SOUTHWEST
 PV0048'OF THE WEST GATE POST, 2.5 FEET SOUTH OF THE FENCE LINE, 1.2
 PV0048'FEET SOUTH OF A POWER POLE, 1.5 FEET EAST OF A WITNESS POST,
 PV0048'ABOUT 1 FOOT LOWER THAN THE ROAD, A CONCRETE POST PROJECTING
 PV0048'ABOUT 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2015 ***********************************************************************
 PU2015  DESIGNATION -  Q 377
 PU2015  PID         -  PU2015
 PU2015  STATE/COUNTY-  SD/BUTTE
 PU2015  COUNTRY     -  US
 PU2015  USGS QUAD   -  SAINT ONGE (2017)
 PU2015
 PU2015                         *CURRENT SURVEY CONTROL
 PU2015  ______________________________________________________________________
 PU2015* NAD 83(1986) POSITION- 44 37 15.     (N) 103 41 19.     (W)   SCALED
 PU2015* NAVD 88 ORTHO HEIGHT -   931.368 (meters)     3055.66  (feet) ADJUSTED
 PU2015  ______________________________________________________________________
 PU2015  GEOID HEIGHT    -        -15.512 (meters)                     GEOID18
 PU2015  DYNAMIC HEIGHT  -        931.110 (meters)     3054.82  (feet) COMP
 PU2015  MODELED GRAVITY -    980,309.2   (mgal)                       NAVD 88
 PU2015
 PU2015  VERT ORDER      -  SECOND    CLASS 0
 PU2015
 PU2015.The horizontal coordinates were scaled from a map and have
 PU2015.an estimated accuracy of +/- 6 seconds.
 PU2015
 PU2015.The orthometric height was determined by differential leveling and
 PU2015.adjusted by the NATIONAL GEODETIC SURVEY
 PU2015.in June 1991.
 PU2015
 PU2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2015.GEOID18 height accuracy estimate available here.
 PU2015
 PU2015.Click photographs - Photos may exist for this station.
 PU2015
 PU2015.The dynamic height is computed by dividing the NAVD 88
 PU2015.geopotential number by the normal gravity value computed on the
 PU2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2015.degrees latitude (g = 980.6199 gals.).
 PU2015
 PU2015.The modeled gravity was interpolated from observed gravity values.
 PU2015
 PU2015;                    North         East    Units  Estimated Accuracy
 PU2015;SPC SD N     -    94,180.      307,360.      MT  (+/- 180 meters Scaled)
 PU2015
 PU2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK040416(NAD 83)
 PU2015
 PU2015                          SUPERSEDED SURVEY CONTROL
 PU2015
 PU2015  NGVD 29 (??/??/92)  930.883  (m)         3054.07   (f) ADJ UNCH    2 0
 PU2015
 PU2015.Superseded values are not recommended for survey control.
 PU2015
 PU2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2015.See file dsdata.pdf to determine how the superseded data were derived.
 PU2015
 PU2015_MARKER: DB = BENCH MARK DISK
 PU2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2015_STAMPING: Q 377 1962
 PU2015_MARK LOGO: CGS
 PU2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2015+STABILITY: SURFACE MOTION
 PU2015
 PU2015  HISTORY     - Date     Condition        Report By
 PU2015  HISTORY     - 1962     MONUMENTED       CGS
 PU2015
 PU2015                          STATION DESCRIPTION
 PU2015
 PU2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2015'4.2 MI S FROM FRUITDALE.
 PU2015'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2015'FRUITDALE, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE
 PU2015'1.95 MILES SOUTH ALONG A GRAVELED ROAD, IN LINE WITH THE
 PU2015'EXTENTION OF THE CENTER LINE OF A GRAVELED ROAD EAST, 37 FEET
 PU2015'WEST OF THE CENTER LINE OF THE ROAD, 113 FEET SOUTH OF THE
 PU2015'CENTER OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE, 1.4 FEET SOUTH
 PU2015'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU2015'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0469 ***********************************************************************
 PU0469  DESIGNATION -  Q 378
 PU0469  PID         -  PU0469
 PU0469  STATE/COUNTY-  SD/PENNINGTON
 PU0469  COUNTRY     -  US
 PU0469  USGS QUAD   -  CREIGHTON (2017)
 PU0469
 PU0469                         *CURRENT SURVEY CONTROL
 PU0469  ______________________________________________________________________
 PU0469* NAD 83(1986) POSITION- 44 22 12.     (N) 102 12 03.     (W)   SCALED
 PU0469* NAVD 88 ORTHO HEIGHT -   798.465 (meters)     2619.63  (feet) ADJUSTED
 PU0469  ______________________________________________________________________
 PU0469  GEOID HEIGHT    -        -19.417 (meters)                     GEOID18
 PU0469  DYNAMIC HEIGHT  -        798.253 (meters)     2618.94  (feet) COMP
 PU0469  MODELED GRAVITY -    980,325.7   (mgal)                       NAVD 88
 PU0469
 PU0469  VERT ORDER      -  SECOND    CLASS 0
 PU0469
 PU0469.The horizontal coordinates were scaled from a map and have
 PU0469.an estimated accuracy of +/- 6 seconds.
 PU0469
 PU0469.The orthometric height was determined by differential leveling and
 PU0469.adjusted by the NATIONAL GEODETIC SURVEY
 PU0469.in June 1991.
 PU0469
 PU0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0469.GEOID18 height accuracy estimate available here.
 PU0469
 PU0469.Click photographs - Photos may exist for this station.
 PU0469
 PU0469.The dynamic height is computed by dividing the NAVD 88
 PU0469.geopotential number by the normal gravity value computed on the
 PU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0469.degrees latitude (g = 980.6199 gals.).
 PU0469
 PU0469.The modeled gravity was interpolated from observed gravity values.
 PU0469
 PU0469;                    North         East    Units  Estimated Accuracy
 PU0469;SPC SD S     -   227,940.      451,160.      MT  (+/- 180 meters Scaled)
 PU0469
 PU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK230167(NAD 83)
 PU0469
 PU0469                          SUPERSEDED SURVEY CONTROL
 PU0469
 PU0469  NGVD 29 (??/??/92)  798.005  (m)         2618.12   (f) ADJ UNCH    2 0
 PU0469
 PU0469.Superseded values are not recommended for survey control.
 PU0469
 PU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0469.See file dsdata.pdf to determine how the superseded data were derived.
 PU0469
 PU0469_MARKER: DB = BENCH MARK DISK
 PU0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0469_STAMPING: Q 378 1962
 PU0469_MARK LOGO: CGS
 PU0469_PROJECTION: FLUSH
 PU0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0469+STABILITY: SURFACE MOTION
 PU0469
 PU0469  HISTORY     - Date     Condition        Report By
 PU0469  HISTORY     - 1962     MONUMENTED       CGS
 PU0469
 PU0469                          STATION DESCRIPTION
 PU0469
 PU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0469'9.3 MI N FROM CREIGHTON.
 PU0469'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0469'AND SERVICE STATION AT CREIGHTON, THENCE 1.0 MILE EAST ALONG A
 PU0469'GRAVELED ROAD, THENCE 6.3 MILES NORTH ALONG A GRAVELED ROAD TO
 PU0469'THE HAMMANN SCHOOLHOUSE, OR 0.1 MILE EAST ALONG A GRAVELED ROAD
 PU0469'FROM THE POST OFFICE AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A
 PU0469'GRAVELED ROAD TO A ROAD JUNCTION, THENCE 8.1 MILES SOUTHWEST
 PU0469'ALONG A GRAVELED ROAD, IN SECTION 29, T 5 N, R 16 E, 162.7 FEET
 PU0469'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 62 FEET WEST
 PU0469'OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A CORNER FENCE
 PU0469'POST, 23.3 FEET WEST OF A METAL WITNESS POST, 2 1/2 FEET SOUTH
 PU0469'OF A NORTH FENCE OF THE SCHOOLYARD, AND SET IN THE TOP OF A
 PU0469'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0577 ***********************************************************************
 PU0577  DESIGNATION -  Q 379
 PU0577  PID         -  PU0577
 PU0577  STATE/COUNTY-  SD/PENNINGTON
 PU0577  COUNTRY     -  US
 PU0577  USGS QUAD   -  HORSE TOOTH (2017)
 PU0577
 PU0577                         *CURRENT SURVEY CONTROL
 PU0577  ______________________________________________________________________
 PU0577* NAD 83(1986) POSITION- 44 11 48.     (N) 102 05 17.     (W)   SCALED
 PU0577* NAVD 88 ORTHO HEIGHT -   811.594 (meters)     2662.70  (feet) ADJUSTED
 PU0577  ______________________________________________________________________
 PU0577  GEOID HEIGHT    -        -19.591 (meters)                     GEOID18
 PU0577  DYNAMIC HEIGHT  -        811.363 (meters)     2661.95  (feet) COMP
 PU0577  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 PU0577
 PU0577  VERT ORDER      -  SECOND    CLASS 0
 PU0577
 PU0577.The horizontal coordinates were scaled from a map and have
 PU0577.an estimated accuracy of +/- 6 seconds.
 PU0577
 PU0577.The orthometric height was determined by differential leveling and
 PU0577.adjusted by the NATIONAL GEODETIC SURVEY
 PU0577.in June 1991.
 PU0577
 PU0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0577.GEOID18 height accuracy estimate available here.
 PU0577
 PU0577.Click photographs - Photos may exist for this station.
 PU0577
 PU0577.The dynamic height is computed by dividing the NAVD 88
 PU0577.geopotential number by the normal gravity value computed on the
 PU0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0577.degrees latitude (g = 980.6199 gals.).
 PU0577
 PU0577.The modeled gravity was interpolated from observed gravity values.
 PU0577
 PU0577;                    North         East    Units  Estimated Accuracy
 PU0577;SPC SD S     -   208,490.      459,740.      MT  (+/- 180 meters Scaled)
 PU0577
 PU0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ326978(NAD 83)
 PU0577
 PU0577                          SUPERSEDED SURVEY CONTROL
 PU0577
 PU0577  NGVD 29 (??/??/92)  811.136  (m)         2661.20   (f) ADJ UNCH    2 0
 PU0577
 PU0577.Superseded values are not recommended for survey control.
 PU0577
 PU0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0577.See file dsdata.pdf to determine how the superseded data were derived.
 PU0577
 PU0577_MARKER: DB = BENCH MARK DISK
 PU0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0577_STAMPING: Q 379 1962
 PU0577_MARK LOGO: CGS
 PU0577_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0577+STABILITY: SURFACE MOTION
 PU0577
 PU0577  HISTORY     - Date     Condition        Report By
 PU0577  HISTORY     - 1962     MONUMENTED       CGS
 PU0577
 PU0577                          STATION DESCRIPTION
 PU0577
 PU0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0577'18.8 MI NE FROM QUINN.
 PU0577'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0577'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0577'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST
 PU0577'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU0577'ROAD, 114.7 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER
 PU0577'POLE ON THE CREST OF A HILL, 58 FEET WEST OF THE CENTER LINE
 PU0577'OF THE ROAD, 24 1/2 FEET WEST OF A FENCE CORNER, 1 1/2 FEET
 PU0577'NORTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 PU0577'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0577'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0165 ***********************************************************************
 OS0165  DESIGNATION -  Q 38
 OS0165  PID         -  OS0165
 OS0165  STATE/COUNTY-  SD/TODD
 OS0165  COUNTRY     -  US
 OS0165  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0165
 OS0165                         *CURRENT SURVEY CONTROL
 OS0165  ______________________________________________________________________
 OS0165* NAD 83(1986) POSITION- 43 06 46.     (N) 100 36 36.     (W)   SCALED
 OS0165* NAVD 88 ORTHO HEIGHT -   855.916 (meters)     2808.12  (feet) ADJUSTED
 OS0165  ______________________________________________________________________
 OS0165  GEOID HEIGHT    -        -22.554 (meters)                     GEOID18
 OS0165  DYNAMIC HEIGHT  -        855.566 (meters)     2806.97  (feet) COMP
 OS0165  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 OS0165
 OS0165  VERT ORDER      -  FIRST     CLASS II
 OS0165
 OS0165.The horizontal coordinates were scaled from a map and have
 OS0165.an estimated accuracy of +/- 6 seconds.
 OS0165
 OS0165.The orthometric height was determined by differential leveling and
 OS0165.adjusted by the NATIONAL GEODETIC SURVEY
 OS0165.in June 1991.
 OS0165
 OS0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0165.GEOID18 height accuracy estimate available here.
 OS0165
 OS0165.Click photographs - Photos may exist for this station.
 OS0165
 OS0165.The dynamic height is computed by dividing the NAVD 88
 OS0165.geopotential number by the normal gravity value computed on the
 OS0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0165.degrees latitude (g = 980.6199 gals.).
 OS0165
 OS0165.The modeled gravity was interpolated from observed gravity values.
 OS0165
 OS0165;                    North         East    Units  Estimated Accuracy
 OS0165;SPC SD S     -    86,630.      577,480.      MT  (+/- 180 meters Scaled)
 OS0165
 OS0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN690745(NAD 83)
 OS0165
 OS0165                          SUPERSEDED SURVEY CONTROL
 OS0165
 OS0165  NGVD 29 (??/??/92)  855.575  (m)         2807.00   (f) ADJ UNCH    1 2
 OS0165
 OS0165.Superseded values are not recommended for survey control.
 OS0165
 OS0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0165.See file dsdata.pdf to determine how the superseded data were derived.
 OS0165
 OS0165_MARKER: DB = BENCH MARK DISK
 OS0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0165_STAMPING: Q 38 1933
 OS0165_MARK LOGO: CGS
 OS0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0165+STABILITY: SURFACE MOTION
 OS0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0165+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 OS0165
 OS0165  HISTORY     - Date     Condition        Report By
 OS0165  HISTORY     - 1933     MONUMENTED       CGS
 OS0165  HISTORY     - 1941     GOOD             CGS
 OS0165  HISTORY     - 19920723 GOOD             NGS
 OS0165
 OS0165                          STATION DESCRIPTION
 OS0165
 OS0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0165'15.4 MI S FROM MISSION.
 OS0165'ABOUT 15.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MISSION,
 OS0165'TODD COUNTY, ABOUT 1.7 MILES SOUTH OF ST. MICHAEL CHURCH, ABOUT
 OS0165'400 FEET NORTHEAST OF THE MAX SCHAUBAUER RESIDENCE, ABOUT
 OS0165'300 FEET NORTH OF A DRIVEWAY LEADING TO THE HOUSE, 40 FEET
 OS0165'WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF A FENCE,
 OS0165'AND 2 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 OS0165'Q 38 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0165
 OS0165                          STATION RECOVERY (1941)
 OS0165
 OS0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OS0165'RECOVERED IN GOOD CONDITION.
 OS0165
 OS0165                          STATION RECOVERY (1992)
 OS0165
 OS0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0165'23.3 KM (14.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0165'OF U.S. HIGHWAY 18 IN MISSION, THENCE 0.1 KM (0.05 MI) WESTERLY
 OS0165'ALONG A DRIVEWAY LEADING TO A HOUSE, THENCE 0.1 KM (0.05 MI)
 OS0165'NORTHERLY ALONG A ROAD (ABANDONED), 11.6 M (38.1 FT) WEST OF THE
 OS0165'CENTER OF THE ROAD, 2.5 M (8.2 FT) NORTH OF THE EAST SUPPORT POST OF
 OS0165'A GATE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.7 M (2.3 FT)
 OS0165'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.04 M
 OS0165'(0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0517 ***********************************************************************
 PU0517  DESIGNATION -  Q 380
 PU0517  PID         -  PU0517
 PU0517  STATE/COUNTY-  SD/PENNINGTON
 PU0517  COUNTRY     -  US
 PU0517  USGS QUAD   -  WASTA NE (2017)
 PU0517
 PU0517                         *CURRENT SURVEY CONTROL
 PU0517  ______________________________________________________________________
 PU0517* NAD 83(1986) POSITION- 44 11 42.     (N) 102 19 51.     (W)   SCALED
 PU0517* NAVD 88 ORTHO HEIGHT -   797.828 (meters)     2617.54  (feet) ADJUSTED
 PU0517  ______________________________________________________________________
 PU0517  GEOID HEIGHT    -        -18.946 (meters)                     GEOID18
 PU0517  DYNAMIC HEIGHT  -        797.608 (meters)     2616.82  (feet) COMP
 PU0517  MODELED GRAVITY -    980,316.3   (mgal)                       NAVD 88
 PU0517
 PU0517  VERT ORDER      -  SECOND    CLASS 0
 PU0517
 PU0517.The horizontal coordinates were scaled from a map and have
 PU0517.an estimated accuracy of +/- 6 seconds.
 PU0517
 PU0517.The orthometric height was determined by differential leveling and
 PU0517.adjusted by the NATIONAL GEODETIC SURVEY
 PU0517.in June 1991.
 PU0517
 PU0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0517.GEOID18 height accuracy estimate available here.
 PU0517
 PU0517.Click photographs - Photos may exist for this station.
 PU0517
 PU0517.The dynamic height is computed by dividing the NAVD 88
 PU0517.geopotential number by the normal gravity value computed on the
 PU0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0517.degrees latitude (g = 980.6199 gals.).
 PU0517
 PU0517.The modeled gravity was interpolated from observed gravity values.
 PU0517
 PU0517;                    North         East    Units  Estimated Accuracy
 PU0517;SPC SD S     -   208,740.      440,340.      MT  (+/- 180 meters Scaled)
 PU0517
 PU0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ132969(NAD 83)
 PU0517
 PU0517                          SUPERSEDED SURVEY CONTROL
 PU0517
 PU0517  NGVD 29 (??/??/92)  797.377  (m)         2616.06   (f) ADJ UNCH    2 0
 PU0517
 PU0517.Superseded values are not recommended for survey control.
 PU0517
 PU0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0517.See file dsdata.pdf to determine how the superseded data were derived.
 PU0517
 PU0517_MARKER: DB = BENCH MARK DISK
 PU0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0517_STAMPING: Q 380 1962
 PU0517_MARK LOGO: CGS
 PU0517_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0517+STABILITY: SURFACE MOTION
 PU0517
 PU0517  HISTORY     - Date     Condition        Report By
 PU0517  HISTORY     - 1962     MONUMENTED       CGS
 PU0517
 PU0517                          STATION DESCRIPTION
 PU0517
 PU0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0517'13 MI SW FROM CREIGHTON.
 PU0517'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CREIGHTON
 PU0517'POST OFFICE AND SERVICE STATION, THENCE 3.0 MILES WEST ALONG
 PU0517'A GRAVELED ROAD, THENCE 3.7 MILES NORTHWEST ALONG A GRAVELED
 PU0517'ROAD, THENCE 1.0 MILE NORTHWEST ALONG A GRADED DIRT ROAD IN
 PU0517'SECTION 29, T 3 N, R 15 E, 219 FEET WEST OF A ROAD JUNCTION,
 PU0517'50 FEET NORTH-NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD, 47
 PU0517'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE BLADED DIRT ROAD,
 PU0517'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0517'POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0087 ***********************************************************************
 OT0087  DESIGNATION -  Q 381
 OT0087  PID         -  OT0087
 OT0087  STATE/COUNTY-  SD/PENNINGTON
 OT0087  COUNTRY     -  US
 OT0087  USGS QUAD   -  QUINN TABLE (2017)
 OT0087
 OT0087                         *CURRENT SURVEY CONTROL
 OT0087  ______________________________________________________________________
 OT0087* NAD 83(1986) POSITION- 43 59 15.     (N) 102 23 30.     (W)   SCALED
 OT0087* NAVD 88 ORTHO HEIGHT -   844.903 (meters)     2771.99  (feet) ADJUSTED
 OT0087  ______________________________________________________________________
 OT0087  GEOID HEIGHT    -        -18.558 (meters)                     GEOID18
 OT0087  DYNAMIC HEIGHT  -        844.648 (meters)     2771.15  (feet) COMP
 OT0087  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 OT0087
 OT0087  VERT ORDER      -  SECOND    CLASS 0
 OT0087
 OT0087.The horizontal coordinates were scaled from a map and have
 OT0087.an estimated accuracy of +/- 6 seconds.
 OT0087
 OT0087.The orthometric height was determined by differential leveling and
 OT0087.adjusted by the NATIONAL GEODETIC SURVEY
 OT0087.in June 1991.
 OT0087
 OT0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0087.GEOID18 height accuracy estimate available here.
 OT0087
 OT0087.Click photographs - Photos may exist for this station.
 OT0087
 OT0087.The dynamic height is computed by dividing the NAVD 88
 OT0087.geopotential number by the normal gravity value computed on the
 OT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0087.degrees latitude (g = 980.6199 gals.).
 OT0087
 OT0087.The modeled gravity was interpolated from observed gravity values.
 OT0087
 OT0087;                    North         East    Units  Estimated Accuracy
 OT0087;SPC SD S     -   185,810.      434,900.      MT  (+/- 180 meters Scaled)
 OT0087
 OT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ091737(NAD 83)
 OT0087
 OT0087                          SUPERSEDED SURVEY CONTROL
 OT0087
 OT0087  NGVD 29 (??/??/92)  844.455  (m)         2770.52   (f) ADJ UNCH    2 0
 OT0087
 OT0087.Superseded values are not recommended for survey control.
 OT0087
 OT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0087.See file dsdata.pdf to determine how the superseded data were derived.
 OT0087
 OT0087_MARKER: DB = BENCH MARK DISK
 OT0087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0087_SP_SET: CATTLE GUARD
 OT0087_STAMPING: Q 381 1962
 OT0087_MARK LOGO: CGS
 OT0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0087+STABILITY: SURFACE MOTION
 OT0087
 OT0087  HISTORY     - Date     Condition        Report By
 OT0087  HISTORY     - 1962     MONUMENTED       CGS
 OT0087
 OT0087                          STATION DESCRIPTION
 OT0087
 OT0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0087'10.6 MI SE FROM WASTA.
 OT0087'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0087'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 OT0087'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 3.3 MILES
 OT0087'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0087'DIRT ROAD, 0.4 MILE SOUTH OF A CURVE IN THE ROAD, ABOUT 200
 OT0087'FEET NORTH-NORTHWEST OF A SMALL POND ON THE EAST SIDE OF THE
 OT0087'ROAD, AT A STEEL AND CONCRETE CATTLE GUARD, 9 1/2 FEET WEST OF
 OT0087'THE CENTER LINE OF CATTLE GUARD AND ROAD, ABOUT 6 INCHES BELOW
 OT0087'THE LEVEL OF CROSS RAILING, AND SET IN THE TOP OF THE SOUTHWEST
 OT0087'CORNER OF THE CONCRETE RETAINING WALL UNDER THE STEEL CROSS
 OT0087'RAILING OF CATTLE GUARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0483 ***********************************************************************
 OS0483  DESIGNATION -  Q 382
 OS0483  PID         -  OS0483
 OS0483  STATE/COUNTY-  SD/JACKSON
 OS0483  COUNTRY     -  US
 OS0483  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0483
 OS0483                         *CURRENT SURVEY CONTROL
 OS0483  ______________________________________________________________________
 OS0483* NAD 83(1986) POSITION- 43 47 29.     (N) 101 56 23.     (W)   SCALED
 OS0483* NAVD 88 ORTHO HEIGHT -   780.460 (meters)     2560.56  (feet) ADJUSTED
 OS0483  ______________________________________________________________________
 OS0483  GEOID HEIGHT    -        -20.035 (meters)                     GEOID18
 OS0483  DYNAMIC HEIGHT  -        780.207 (meters)     2559.73  (feet) COMP
 OS0483  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OS0483
 OS0483  VERT ORDER      -  FIRST     CLASS II
 OS0483
 OS0483.The horizontal coordinates were scaled from a map and have
 OS0483.an estimated accuracy of +/- 6 seconds.
 OS0483
 OS0483.The orthometric height was determined by differential leveling and
 OS0483.adjusted by the NATIONAL GEODETIC SURVEY
 OS0483.in June 1991.
 OS0483
 OS0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0483.GEOID18 height accuracy estimate available here.
 OS0483
 OS0483.Click photographs - Photos may exist for this station.
 OS0483
 OS0483.The dynamic height is computed by dividing the NAVD 88
 OS0483.geopotential number by the normal gravity value computed on the
 OS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0483.degrees latitude (g = 980.6199 gals.).
 OS0483
 OS0483.The modeled gravity was interpolated from observed gravity values.
 OS0483
 OS0483;                    North         East    Units  Estimated Accuracy
 OS0483;SPC SD S     -   163,230.      470,730.      MT  (+/- 180 meters Scaled)
 OS0483
 OS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP634529(NAD 83)
 OS0483
 OS0483                          SUPERSEDED SURVEY CONTROL
 OS0483
 OS0483  NGVD 29 (??/??/92)  779.966  (m)         2558.94   (f) ADJ UNCH    1 2
 OS0483
 OS0483.Superseded values are not recommended for survey control.
 OS0483
 OS0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0483.See file dsdata.pdf to determine how the superseded data were derived.
 OS0483
 OS0483_MARKER: DB = BENCH MARK DISK
 OS0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0483_SP_SET: RETAINING WALL
 OS0483_STAMPING: Q 382 1962
 OS0483_MARK LOGO: CGS
 OS0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0483+STABILITY: SURFACE MOTION
 OS0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0483+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0483
 OS0483  HISTORY     - Date     Condition        Report By
 OS0483  HISTORY     - 1962     MONUMENTED       CGS
 OS0483  HISTORY     - 1985     GOOD             NGS
 OS0483  HISTORY     - 20130116 GOOD             INDIV
 OS0483
 OS0483                          STATION DESCRIPTION
 OS0483
 OS0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0483'4 MI N FROM CEDAR PASS.
 OS0483'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0483'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 2.5
 OS0483'MILES NORTH ALONG A GRAVELED ROAD, AT THE NORTH ENTRANCE TO THE
 OS0483'BAD LANDS NATIONAL PARK, 10 FEET EAST OF THE CENTER LINE OF THE
 OS0483'ROAD AND A STEEL CATTLE GUARD, ABOUT LEVEL WITH THE ROAD, AND SET
 OS0483'IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE RETAINING WALL
 OS0483'AROUND CATTLE GUARD.  THIS MARK IS 12 FEET SOUTHEAST OF A
 OS0483'CADASTRAL SURVEY PIPE WHICH IS SET IN CENTER AND BELOW CATTLE
 OS0483'GUARD WHICH IS SECTION MARKER FOR SECTIONS 10-11-14-15.
 OS0483
 OS0483                          STATION RECOVERY (1985)
 OS0483
 OS0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0483'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0483'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0483'HIGHWAY 44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTH ALONG A DIRT
 OS0483'ROAD, IN TOP OF THE SOUTHEAST CORNER OF THE RETAINING WALL FOR A
 OS0483'CATTLE GUARD ACROSS THE ROAD, AT THE NORTH BOUNDARY FOR THE NATIONAL
 OS0483'PARK AND 3.0 METERS (10 FT) EAST OF THE CENTER OF THE ROAD.
 OS0483'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OS0483
 OS0483                          STATION RECOVERY (2013)
 OS0483
 OS0483'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0720 ***********************************************************************
 PT0720  DESIGNATION -  Q 383
 PT0720  PID         -  PT0720
 PT0720  STATE/COUNTY-  SD/HAAKON
 PT0720  COUNTRY     -  US
 PT0720  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0720
 PT0720                         *CURRENT SURVEY CONTROL
 PT0720  ______________________________________________________________________
 PT0720* NAD 83(1986) POSITION- 44 08 22.     (N) 101 50 52.     (W)   SCALED
 PT0720* NAVD 88 ORTHO HEIGHT -   733.486 (meters)     2406.45  (feet) ADJUSTED
 PT0720  ______________________________________________________________________
 PT0720  GEOID HEIGHT    -        -20.397 (meters)                     GEOID18
 PT0720  DYNAMIC HEIGHT  -        733.274 (meters)     2405.75  (feet) COMP
 PT0720  MODELED GRAVITY -    980,305.7   (mgal)                       NAVD 88
 PT0720
 PT0720  VERT ORDER      -  SECOND    CLASS 0
 PT0720
 PT0720.The horizontal coordinates were scaled from a map and have
 PT0720.an estimated accuracy of +/- 6 seconds.
 PT0720
 PT0720.The orthometric height was determined by differential leveling and
 PT0720.adjusted by the NATIONAL GEODETIC SURVEY
 PT0720.in June 1991.
 PT0720
 PT0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0720.GEOID18 height accuracy estimate available here.
 PT0720
 PT0720.Click photographs - Photos may exist for this station.
 PT0720
 PT0720.The dynamic height is computed by dividing the NAVD 88
 PT0720.geopotential number by the normal gravity value computed on the
 PT0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0720.degrees latitude (g = 980.6199 gals.).
 PT0720
 PT0720.The modeled gravity was interpolated from observed gravity values.
 PT0720
 PT0720;                    North         East    Units  Estimated Accuracy
 PT0720;SPC SD S     -   201,750.      478,830.      MT  (+/- 180 meters Scaled)
 PT0720
 PT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP722913(NAD 83)
 PT0720
 PT0720                          SUPERSEDED SURVEY CONTROL
 PT0720
 PT0720  NGVD 29 (??/??/92)  733.025  (m)         2404.93   (f) ADJ UNCH    2 0
 PT0720
 PT0720.Superseded values are not recommended for survey control.
 PT0720
 PT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0720.See file dsdata.pdf to determine how the superseded data were derived.
 PT0720
 PT0720_MARKER: DB = BENCH MARK DISK
 PT0720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0720_STAMPING: Q 383 1962
 PT0720_MARK LOGO: CGS
 PT0720_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0720_ROD/PIPE-DEPTH: 4.9 meters
 PT0720
 PT0720  HISTORY     - Date     Condition        Report By
 PT0720  HISTORY     - UNK      MONUMENTED       CGS
 PT0720  HISTORY     - 1962     GOOD             CGS
 PT0720
 PT0720                          STATION DESCRIPTION
 PT0720
 PT0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0720'10.5 MI S FROM HILLAND.
 PT0720'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0720'AND CEMERETY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A
 PT0720'GRAVELED ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED ROAD, THENCE
 PT0720'3.0 MILES SOUTH ALONG A GRAVELED ROAD, AT THE JUNCTION OF A ROAD
 PT0720'LEADING WEST AND NEAR THE CENTER OF THE TRIANGLE FORMED BY
 PT0720'THE ROADS AND IN LINE WITH THE PROJECTED CENTER LINE OF THE
 PT0720'ROAD LEADING WEST, IN SECTION 8, T 2 N, R 19 E, 56 FEET WEST
 PT0720'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 69 FEET SOUTHEAST OF
 PT0720'THE CENTER LINE OF THE ROAD ON THE NORTHWEST SIDE OF THE TRIANGLE,
 PT0720'58 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD ON THE SOUTHWEST
 PT0720'SIDE OF THE TRIANGLE, 19 FEET WEST OF A TELEPHONE POLE, 1.4
 PT0720'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD
 PT0720'AND CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 PT0720'IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 PT0720'WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0777 ***********************************************************************
 PT0777  DESIGNATION -  Q 384
 PT0777  PID         -  PT0777
 PT0777  STATE/COUNTY-  SD/HAAKON
 PT0777  COUNTRY     -  US
 PT0777  USGS QUAD   -  BOWEN RANCH (2017)
 PT0777
 PT0777                         *CURRENT SURVEY CONTROL
 PT0777  ______________________________________________________________________
 PT0777* NAD 83(1986) POSITION- 44 02 19.     (N) 101 47 12.     (W)   SCALED
 PT0777* NAVD 88 ORTHO HEIGHT -   724.042 (meters)     2375.46  (feet) ADJUSTED
 PT0777  ______________________________________________________________________
 PT0777  GEOID HEIGHT    -        -20.655 (meters)                     GEOID18
 PT0777  DYNAMIC HEIGHT  -        723.831 (meters)     2374.77  (feet) COMP
 PT0777  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 PT0777
 PT0777  VERT ORDER      -  SECOND    CLASS 0
 PT0777
 PT0777.The horizontal coordinates were scaled from a map and have
 PT0777.an estimated accuracy of +/- 6 seconds.
 PT0777
 PT0777.The orthometric height was determined by differential leveling and
 PT0777.adjusted by the NATIONAL GEODETIC SURVEY
 PT0777.in June 1991.
 PT0777
 PT0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0777.GEOID18 height accuracy estimate available here.
 PT0777
 PT0777.Click photographs - Photos may exist for this station.
 PT0777
 PT0777.The dynamic height is computed by dividing the NAVD 88
 PT0777.geopotential number by the normal gravity value computed on the
 PT0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0777.degrees latitude (g = 980.6199 gals.).
 PT0777
 PT0777.The modeled gravity was interpolated from observed gravity values.
 PT0777
 PT0777;                    North         East    Units  Estimated Accuracy
 PT0777;SPC SD S     -   190,460.      483,520.      MT  (+/- 180 meters Scaled)
 PT0777
 PT0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP767799(NAD 83)
 PT0777
 PT0777                          SUPERSEDED SURVEY CONTROL
 PT0777
 PT0777  NGVD 29 (??/??/92)  723.590  (m)         2373.98   (f) ADJ UNCH    2 0
 PT0777
 PT0777.Superseded values are not recommended for survey control.
 PT0777
 PT0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0777.See file dsdata.pdf to determine how the superseded data were derived.
 PT0777
 PT0777_MARKER: DB = BENCH MARK DISK
 PT0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0777_STAMPING: Q 384 1962
 PT0777_MARK LOGO: CGS
 PT0777_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0777+STABILITY: SURFACE MOTION
 PT0777
 PT0777  HISTORY     - Date     Condition        Report By
 PT0777  HISTORY     - 1962     MONUMENTED       CGS
 PT0777
 PT0777                          STATION DESCRIPTION
 PT0777
 PT0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0777'7.3 MI W FROM PHILIP.
 PT0777'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 PT0777'NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE WEST
 PT0777'ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG U.S.
 PT0777'HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PT0777'2.9 MILE WEST ALONG A GRAVELED ROAD, ABOUT IN THE CENTER OF A
 PT0777'TRIANGLE FORMED BY A JUNCTION OF ROADS, IN SECTION 14, T 1 N,
 PT0777'R 19 E, 96 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 PT0777'92 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST SIDE OF THE
 PT0777'TRIANGLE FORMED BY THE ROAD JUNCTION, 145 FEET NORTHWEST OF A
 PT0777'POWER POLE, 155 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 PT0777'ROAD, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 PT0777'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0777'POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0154 ***********************************************************************
 OT0154  DESIGNATION -  Q 385
 OT0154  PID         -  OT0154
 OT0154  STATE/COUNTY-  SD/JACKSON
 OT0154  COUNTRY     -  US
 OT0154  USGS QUAD   -  WALL NE (2017)
 OT0154
 OT0154                         *CURRENT SURVEY CONTROL
 OT0154  ______________________________________________________________________
 OT0154* NAD 83(1986) POSITION- 43 58 20.     (N) 102 00 55.     (W)   SCALED
 OT0154* NAVD 88 ORTHO HEIGHT -   760.682 (meters)     2495.67  (feet) ADJUSTED
 OT0154  ______________________________________________________________________
 OT0154  GEOID HEIGHT    -        -19.799 (meters)                     GEOID18
 OT0154  DYNAMIC HEIGHT  -        760.453 (meters)     2494.92  (feet) COMP
 OT0154  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 OT0154
 OT0154  VERT ORDER      -  SECOND    CLASS 0
 OT0154
 OT0154.The horizontal coordinates were scaled from a map and have
 OT0154.an estimated accuracy of +/- 6 seconds.
 OT0154
 OT0154.The orthometric height was determined by differential leveling and
 OT0154.adjusted by the NATIONAL GEODETIC SURVEY
 OT0154.in June 1991.
 OT0154
 OT0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0154.GEOID18 height accuracy estimate available here.
 OT0154
 OT0154.Click photographs - Photos may exist for this station.
 OT0154
 OT0154.The dynamic height is computed by dividing the NAVD 88
 OT0154.geopotential number by the normal gravity value computed on the
 OT0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0154.degrees latitude (g = 980.6199 gals.).
 OT0154
 OT0154.The modeled gravity was interpolated from observed gravity values.
 OT0154
 OT0154;                    North         East    Units  Estimated Accuracy
 OT0154;SPC SD S     -   183,440.      465,050.      MT  (+/- 180 meters Scaled)
 OT0154
 OT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ394731(NAD 83)
 OT0154
 OT0154                          SUPERSEDED SURVEY CONTROL
 OT0154
 OT0154  NGVD 29 (??/??/92)  760.231  (m)         2494.19   (f) ADJ UNCH    2 0
 OT0154
 OT0154.Superseded values are not recommended for survey control.
 OT0154
 OT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0154.See file dsdata.pdf to determine how the superseded data were derived.
 OT0154
 OT0154_MARKER: DB = BENCH MARK DISK
 OT0154_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OT0154_SP_SET: BOX CULVERT HEADWALL
 OT0154_STAMPING: Q 385 1962
 OT0154_MARK LOGO: CGS
 OT0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0154+STABILITY: SURFACE MOTION
 OT0154
 OT0154  HISTORY     - Date     Condition        Report By
 OT0154  HISTORY     - 1962     MONUMENTED       CGS
 OT0154
 OT0154                          STATION DESCRIPTION
 OT0154
 OT0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0154'5.8 MI E FROM QUINN.
 OT0154'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0154'QUINN, THENCE 5.6 MILES EAST ALONG U.S. HIGHWAY 14, OR ABOUT
 OT0154'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0154'COTTONWOOD, THENCE 5.8 MILES WEST ALONG U.S. HIGHWAY 14, IN
 OT0154'SECTION 7, T 1 S, R 18 E, 0.15 MILE EAST OF A T ROAD JUNCTION
 OT0154'LEADING SOUTH, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 OT0154'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 OT0154'CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0594 ***********************************************************************
 OS0594  DESIGNATION -  Q 386
 OS0594  PID         -  OS0594
 OS0594  STATE/COUNTY-  SD/JACKSON
 OS0594  COUNTRY     -  US
 OS0594  USGS QUAD   -  COTTONWOOD (2017)
 OS0594
 OS0594                         *CURRENT SURVEY CONTROL
 OS0594  ______________________________________________________________________
 OS0594* NAD 83(1986) POSITION- 43 58 21.     (N) 101 57 36.     (W)   SCALED
 OS0594* NAVD 88 ORTHO HEIGHT -   752.189 (meters)     2467.81  (feet) ADJUSTED
 OS0594  ______________________________________________________________________
 OS0594  GEOID HEIGHT    -        -20.003 (meters)                     GEOID18
 OS0594  DYNAMIC HEIGHT  -        751.963 (meters)     2467.07  (feet) COMP
 OS0594  MODELED GRAVITY -    980,293.6   (mgal)                       NAVD 88
 OS0594
 OS0594  VERT ORDER      -  SECOND    CLASS 0
 OS0594
 OS0594.The horizontal coordinates were scaled from a map and have
 OS0594.an estimated accuracy of +/- 6 seconds.
 OS0594
 OS0594.The orthometric height was determined by differential leveling and
 OS0594.adjusted by the NATIONAL GEODETIC SURVEY
 OS0594.in June 1991.
 OS0594
 OS0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0594.GEOID18 height accuracy estimate available here.
 OS0594
 OS0594.Click photographs - Photos may exist for this station.
 OS0594
 OS0594.The dynamic height is computed by dividing the NAVD 88
 OS0594.geopotential number by the normal gravity value computed on the
 OS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0594.degrees latitude (g = 980.6199 gals.).
 OS0594
 OS0594.The modeled gravity was interpolated from observed gravity values.
 OS0594
 OS0594;                    North         East    Units  Estimated Accuracy
 OS0594;SPC SD S     -   183,380.      469,490.      MT  (+/- 180 meters Scaled)
 OS0594
 OS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP625730(NAD 83)
 OS0594
 OS0594                          SUPERSEDED SURVEY CONTROL
 OS0594
 OS0594  NGVD 29 (??/??/92)  751.738  (m)         2466.33   (f) ADJ UNCH    2 0
 OS0594
 OS0594.Superseded values are not recommended for survey control.
 OS0594
 OS0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0594.See file dsdata.pdf to determine how the superseded data were derived.
 OS0594
 OS0594_MARKER: DB = BENCH MARK DISK
 OS0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0594_STAMPING: Q 386 1962
 OS0594_MARK LOGO: CGS
 OS0594_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0594+STABILITY: SURFACE MOTION
 OS0594
 OS0594  HISTORY     - Date     Condition        Report By
 OS0594  HISTORY     - 1962     MONUMENTED       CGS
 OS0594
 OS0594                          STATION DESCRIPTION
 OS0594
 OS0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0594'3.3 MI W FROM COTTONWOOD.
 OS0594'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0594'COTTONWOOD, THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY 14, 0.1
 OS0594'MILE WEST OF A T ROAD LEADING SOUTH IN SECTION 9, T 1 S, R 18
 OS0594'E, 100 FEET SOUTH OF THE CENTER LINE HIGHWAY, 1 1/2 FEET NORTH
 OS0594'OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 OS0594'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 OS0594'PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0432 ***********************************************************************
 OS0432  DESIGNATION -  Q 387
 OS0432  PID         -  OS0432
 OS0432  STATE/COUNTY-  SD/JACKSON
 OS0432  COUNTRY     -  US
 OS0432  USGS QUAD   -  KADOKA NE (2017)
 OS0432
 OS0432                         *CURRENT SURVEY CONTROL
 OS0432  ______________________________________________________________________
 OS0432* NAD 83(1986) POSITION- 43 57 27.     (N) 101 33 44.     (W)   SCALED
 OS0432* NAVD 88 ORTHO HEIGHT -   688.659 (meters)     2259.38  (feet) ADJUSTED
 OS0432  ______________________________________________________________________
 OS0432  GEOID HEIGHT    -        -21.474 (meters)                     GEOID18
 OS0432  DYNAMIC HEIGHT  -        688.447 (meters)     2258.68  (feet) COMP
 OS0432  MODELED GRAVITY -    980,288.8   (mgal)                       NAVD 88
 OS0432
 OS0432  VERT ORDER      -  SECOND    CLASS 0
 OS0432
 OS0432.The horizontal coordinates were scaled from a map and have
 OS0432.an estimated accuracy of +/- 6 seconds.
 OS0432
 OS0432.The orthometric height was determined by differential leveling and
 OS0432.adjusted by the NATIONAL GEODETIC SURVEY
 OS0432.in June 1991.
 OS0432
 OS0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0432.GEOID18 height accuracy estimate available here.
 OS0432
 OS0432.Click photographs - Photos may exist for this station.
 OS0432
 OS0432.The dynamic height is computed by dividing the NAVD 88
 OS0432.geopotential number by the normal gravity value computed on the
 OS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0432.degrees latitude (g = 980.6199 gals.).
 OS0432
 OS0432.The modeled gravity was interpolated from observed gravity values.
 OS0432
 OS0432;                    North         East    Units  Estimated Accuracy
 OS0432;SPC SD S     -   181,160.      501,380.      MT  (+/- 180 meters Scaled)
 OS0432
 OS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP944703(NAD 83)
 OS0432
 OS0432                          SUPERSEDED SURVEY CONTROL
 OS0432
 OS0432  NGVD 29 (??/??/92)  688.198  (m)         2257.86   (f) ADJ UNCH    2 0
 OS0432
 OS0432.Superseded values are not recommended for survey control.
 OS0432
 OS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0432.See file dsdata.pdf to determine how the superseded data were derived.
 OS0432
 OS0432_MARKER: DB = BENCH MARK DISK
 OS0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0432_STAMPING: Q 387 1962
 OS0432_MARK LOGO: CGS
 OS0432_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0432_ROD/PIPE-DEPTH: 4.9 meters
 OS0432
 OS0432  HISTORY     - Date     Condition        Report By
 OS0432  HISTORY     - 1962     MONUMENTED       CGS
 OS0432
 OS0432                          STATION DESCRIPTION
 OS0432
 OS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0432'14 MI SE FROM PHILIP.
 OS0432'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0432'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 5.0 MILES
 OS0432'EAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES NORTH ALONG A
 OS0432'GRAVELED ROAD, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 46
 OS0432'FEET NORTHEAST OF A POWER POLE, 18 FEET NORTH OF CENTER OF WIRE
 OS0432'GATE AND TRAIL ROAD LEADING WEST, 2 FEET EAST OF A FENCE, IN
 OS0432'SECTION 13, T 1 S, 21 E, 1.0 FEET SOUTH OF A METAL WITNESS POST,
 OS0432'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET ON THE TOP OF
 OS0432'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 OS0432'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0363 ***********************************************************************
 PU0363  DESIGNATION -  Q 388
 PU0363  PID         -  PU0363
 PU0363  STATE/COUNTY-  SD/PENNINGTON
 PU0363  COUNTRY     -  US
 PU0363  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0363
 PU0363                         *CURRENT SURVEY CONTROL
 PU0363  ______________________________________________________________________
 PU0363* NAD 83(1986) POSITION- 44 04 52.     (N) 102 04 02.     (W)   SCALED
 PU0363* NAVD 88 ORTHO HEIGHT -   872.445 (meters)     2862.35  (feet) ADJUSTED
 PU0363  ______________________________________________________________________
 PU0363  GEOID HEIGHT    -        -19.597 (meters)                     GEOID18
 PU0363  DYNAMIC HEIGHT  -        872.192 (meters)     2861.52  (feet) COMP
 PU0363  MODELED GRAVITY -    980,298.9   (mgal)                       NAVD 88
 PU0363
 PU0363  VERT ORDER      -  SECOND    CLASS 0
 PU0363
 PU0363.The horizontal coordinates were scaled from a map and have
 PU0363.an estimated accuracy of +/- 6 seconds.
 PU0363
 PU0363.The orthometric height was determined by differential leveling and
 PU0363.adjusted by the NATIONAL GEODETIC SURVEY
 PU0363.in June 1991.
 PU0363
 PU0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0363.GEOID18 height accuracy estimate available here.
 PU0363
 PU0363.Click photographs - Photos may exist for this station.
 PU0363
 PU0363.The dynamic height is computed by dividing the NAVD 88
 PU0363.geopotential number by the normal gravity value computed on the
 PU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0363.degrees latitude (g = 980.6199 gals.).
 PU0363
 PU0363.The modeled gravity was interpolated from observed gravity values.
 PU0363
 PU0363;                    North         East    Units  Estimated Accuracy
 PU0363;SPC SD S     -   195,620.      461,140.      MT  (+/- 180 meters Scaled)
 PU0363
 PU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ348850(NAD 83)
 PU0363
 PU0363                          SUPERSEDED SURVEY CONTROL
 PU0363
 PU0363  NGVD 29 (??/??/92)  871.997  (m)         2860.88   (f) ADJ UNCH    2 0
 PU0363
 PU0363.Superseded values are not recommended for survey control.
 PU0363
 PU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0363.See file dsdata.pdf to determine how the superseded data were derived.
 PU0363
 PU0363_MARKER: DB = BENCH MARK DISK
 PU0363_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0363_STAMPING: Q 388 1962
 PU0363_MARK LOGO: CGS
 PU0363_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0363_ROD/PIPE-DEPTH: 3.4 meters
 PU0363
 PU0363  HISTORY     - Date     Condition        Report By
 PU0363  HISTORY     - 1962     MONUMENTED       CGS
 PU0363
 PU0363                          STATION DESCRIPTION
 PU0363
 PU0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0363'11.4 MI NE FROM QUINN.
 PU0363'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0363'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 7.85
 PU0363'MILES NORTH ALONG A GRAVELED ROAD, 95 YARDS SOUTH OF THE CENTER
 PU0363'LINE OF A DOUBLE ROW OF POWER LINE POLES X-ING OVER THE ROAD IN
 PU0363'A EAST-WEST DIRECTION, 31 FEET SOUTH OF THE EXTENDED CENTER LINE
 PU0363'OF A TRACK ROAD LEADING WEST, 30 FEET EAST OF THE CENTER LINE
 PU0363'OF THE ROAD, 25 FEET SOUTH OF A T-FENCE CORNER WITH A FENCE
 PU0363'LEADING EAST, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET NORTHEAST OF
 PU0363'A METAL WITNESS POST, ABOUT 3 INCHES BELOW THE LEVEL OF THE
 PU0363'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PU0363'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0363'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0548 ***********************************************************************
 OS0548  DESIGNATION -  Q 389
 OS0548  PID         -  OS0548
 OS0548  STATE/COUNTY-  SD/JACKSON
 OS0548  COUNTRY     -  US
 OS0548  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0548
 OS0548                         *CURRENT SURVEY CONTROL
 OS0548  ______________________________________________________________________
 OS0548* NAD 83(1986) POSITION- 43 50 07.     (N) 101 55 41.     (W)   SCALED
 OS0548* NAVD 88 ORTHO HEIGHT -   775.370 (meters)     2543.86  (feet) ADJUSTED
 OS0548  ______________________________________________________________________
 OS0548  GEOID HEIGHT    -        -20.078 (meters)                     GEOID18
 OS0548  DYNAMIC HEIGHT  -        775.123 (meters)     2543.05  (feet) COMP
 OS0548  MODELED GRAVITY -    980,274.0   (mgal)                       NAVD 88
 OS0548
 OS0548  VERT ORDER      -  FIRST     CLASS II
 OS0548
 OS0548.The horizontal coordinates were scaled from a map and have
 OS0548.an estimated accuracy of +/- 6 seconds.
 OS0548
 OS0548.The orthometric height was determined by differential leveling and
 OS0548.adjusted by the NATIONAL GEODETIC SURVEY
 OS0548.in June 1991.
 OS0548
 OS0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0548.GEOID18 height accuracy estimate available here.
 OS0548
 OS0548.Click photographs - Photos may exist for this station.
 OS0548
 OS0548.The dynamic height is computed by dividing the NAVD 88
 OS0548.geopotential number by the normal gravity value computed on the
 OS0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0548.degrees latitude (g = 980.6199 gals.).
 OS0548
 OS0548.The modeled gravity was interpolated from observed gravity values.
 OS0548
 OS0548;                    North         East    Units  Estimated Accuracy
 OS0548;SPC SD S     -   168,090.      471,760.      MT  (+/- 180 meters Scaled)
 OS0548
 OS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP645577(NAD 83)
 OS0548
 OS0548                          SUPERSEDED SURVEY CONTROL
 OS0548
 OS0548  NGVD 29 (??/??/92)  774.915  (m)         2542.37   (f) ADJ UNCH    1 2
 OS0548
 OS0548.Superseded values are not recommended for survey control.
 OS0548
 OS0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0548.See file dsdata.pdf to determine how the superseded data were derived.
 OS0548
 OS0548_MARKER: DB = BENCH MARK DISK
 OS0548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0548_STAMPING: Q 389 1962
 OS0548_MARK LOGO: CGS
 OS0548_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0548+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0548_ROD/PIPE-DEPTH: 7.3 meters
 OS0548
 OS0548  HISTORY     - Date     Condition        Report By
 OS0548  HISTORY     - 1962     MONUMENTED       CGS
 OS0548  HISTORY     - 1985     GOOD             NGS
 OS0548  HISTORY     - 20130116 GOOD             INDIV
 OS0548
 OS0548                          STATION DESCRIPTION
 OS0548
 OS0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0548'7.8 MI N FROM CEDAR PASS.
 OS0548'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16A AND STATE
 OS0548'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.55
 OS0548'MILES NORTH ALONG A GRAVELED ROAD, 0.75 MILE EAST OF A CURVE
 OS0548'WITH A JUNCTION OF A GRADED DIRT ROAD LEADING NORTH, 119 FEET
 OS0548'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL NARROW CONCRETE
 OS0548'BRIDGE WITH HIGH RAILINGS, 50 1/2 FEET SOUTH OF THE CENTER LINE
 OS0548'OF THE ROAD, 1 FOOT NORTH OF A FENCE, 1.3 FEET SOUTHEAST
 OS0548'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 OS0548'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 OS0548'OF 24 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5-INCHES.
 OS0548
 OS0548                          STATION RECOVERY (1985)
 OS0548
 OS0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0548'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0548'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0548'HIGHWAY 44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG STATE
 OS0548'HIGHWAY 240, THENCE 8.5 KM (5.3 MI) NORTH ALONG A DIRT ROAD, THENCE
 OS0548'1.15 KM (0.7 MI) EAST ALONG A DIRT ROAD, 2.2 KM (1.4 MI) WEST OF THE T
 OS0548'JUNCTION OF STATE HIGHWAY 240, 15.4 METERS (50.5 FT) SOUTH OF THE
 OS0548'CENTER OF THE ROAD, 36.3 METERS (119 FT) EAST-SOUTHEAST OF THE
 OS0548'SOUTHEAST CORNER OF A SMALL CONCRETE BRIDGE AND 0.3 METER (1 FT) NORTH
 OS0548'OF THE RIGHT-OF-WAY FENCE.
 OS0548'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 OS0548'THE MARK IS 0.3 M BELOW THE ROAD.
 OS0548
 OS0548                          STATION RECOVERY (2013)
 OS0548
 OS0548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0083 ***********************************************************************
 PU0083  DESIGNATION -  Q 390
 PU0083  PID         -  PU0083
 PU0083  STATE/COUNTY-  SD/MEADE
 PU0083  COUNTRY     -  US
 PU0083  USGS QUAD   -  AVANCE (2017)
 PU0083
 PU0083                         *CURRENT SURVEY CONTROL
 PU0083  ______________________________________________________________________
 PU0083* NAD 83(1986) POSITION- 44 55 18.     (N) 102 14 55.     (W)   SCALED
 PU0083* NAVD 88 ORTHO HEIGHT -   770.990 (meters)     2529.49  (feet) ADJUSTED
 PU0083  ______________________________________________________________________
 PU0083  GEOID HEIGHT    -        -19.036 (meters)                     GEOID18
 PU0083  DYNAMIC HEIGHT  -        770.826 (meters)     2528.95  (feet) COMP
 PU0083  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 PU0083
 PU0083  VERT ORDER      -  SECOND    CLASS 0
 PU0083
 PU0083.The horizontal coordinates were scaled from a map and have
 PU0083.an estimated accuracy of +/- 6 seconds.
 PU0083
 PU0083.The orthometric height was determined by differential leveling and
 PU0083.adjusted by the NATIONAL GEODETIC SURVEY
 PU0083.in June 1991.
 PU0083
 PU0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0083.GEOID18 height accuracy estimate available here.
 PU0083
 PU0083.Click photographs - Photos may exist for this station.
 PU0083
 PU0083.The dynamic height is computed by dividing the NAVD 88
 PU0083.geopotential number by the normal gravity value computed on the
 PU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0083.degrees latitude (g = 980.6199 gals.).
 PU0083
 PU0083.The modeled gravity was interpolated from observed gravity values.
 PU0083
 PU0083;                    North         East    Units  Estimated Accuracy
 PU0083;SPC SD N     -   123,400.      422,500.      MT  (+/- 180 meters Scaled)
 PU0083
 PU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK171779(NAD 83)
 PU0083
 PU0083                          SUPERSEDED SURVEY CONTROL
 PU0083
 PU0083  NGVD 29 (??/??/92)  770.529  (m)         2527.98   (f) ADJ UNCH    2 0
 PU0083
 PU0083.Superseded values are not recommended for survey control.
 PU0083
 PU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0083.See file dsdata.pdf to determine how the superseded data were derived.
 PU0083
 PU0083_MARKER: DB = BENCH MARK DISK
 PU0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0083_STAMPING: Q 390 1963
 PU0083_MARK LOGO: CGS
 PU0083_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0083+STABILITY: SURFACE MOTION
 PU0083
 PU0083  HISTORY     - Date     Condition        Report By
 PU0083  HISTORY     - 1963     MONUMENTED       CGS
 PU0083
 PU0083                          STATION DESCRIPTION
 PU0083
 PU0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0083'13.8 MI E FROM OPAL.
 PU0083'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0083'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0083'8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 PU0083'A GRAVELED ROAD, IN SECTION 11, T 11 N, R 15 E, ON THE CREST OF
 PU0083'A SMALL HILL, 48 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0083'12 FEET SOUTHEAST OF A POWER POLE, 2 FEET EAST OF A FENCE, 1.5
 PU0083'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0083'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0119 ***********************************************************************
 PU0119  DESIGNATION -  Q 391
 PU0119  PID         -  PU0119
 PU0119  STATE/COUNTY-  SD/MEADE
 PU0119  COUNTRY     -  US
 PU0119  USGS QUAD   -  MARCUS (2017)
 PU0119
 PU0119                         *CURRENT SURVEY CONTROL
 PU0119  ______________________________________________________________________
 PU0119* NAD 83(1986) POSITION- 44 43 59.     (N) 102 17 20.     (W)   SCALED
 PU0119* NAVD 88 ORTHO HEIGHT -   745.021 (meters)     2444.29  (feet) ADJUSTED
 PU0119  ______________________________________________________________________
 PU0119  GEOID HEIGHT    -        -19.108 (meters)                     GEOID18
 PU0119  DYNAMIC HEIGHT  -        744.846 (meters)     2443.72  (feet) COMP
 PU0119  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 PU0119
 PU0119  VERT ORDER      -  SECOND    CLASS 0
 PU0119
 PU0119.The horizontal coordinates were scaled from a map and have
 PU0119.an estimated accuracy of +/- 6 seconds.
 PU0119
 PU0119.The orthometric height was determined by differential leveling and
 PU0119.adjusted by the NATIONAL GEODETIC SURVEY
 PU0119.in June 1991.
 PU0119
 PU0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0119.GEOID18 height accuracy estimate available here.
 PU0119
 PU0119.Click photographs - Photos may exist for this station.
 PU0119
 PU0119.The dynamic height is computed by dividing the NAVD 88
 PU0119.geopotential number by the normal gravity value computed on the
 PU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0119.degrees latitude (g = 980.6199 gals.).
 PU0119
 PU0119.The modeled gravity was interpolated from observed gravity values.
 PU0119
 PU0119;                    North         East    Units  Estimated Accuracy
 PU0119;SPC SD N     -   102,540.      418,730.      MT  (+/- 180 meters Scaled)
 PU0119
 PU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK146568(NAD 83)
 PU0119
 PU0119                          SUPERSEDED SURVEY CONTROL
 PU0119
 PU0119  NGVD 29 (??/??/92)  744.557  (m)         2442.77   (f) ADJ UNCH    2 0
 PU0119
 PU0119.Superseded values are not recommended for survey control.
 PU0119
 PU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0119.See file dsdata.pdf to determine how the superseded data were derived.
 PU0119
 PU0119_MARKER: DB = BENCH MARK DISK
 PU0119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0119_STAMPING: Q 391 1963
 PU0119_MARK LOGO: CGS
 PU0119_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0119_ROD/PIPE-DEPTH: 4.9 meters
 PU0119
 PU0119  HISTORY     - Date     Condition        Report By
 PU0119  HISTORY     - 1963     MONUMENTED       CGS
 PU0119
 PU0119                          STATION DESCRIPTION
 PU0119
 PU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0119'5.8 MI N FROM MARCUS.
 PU0119'ABOUT 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0119'POST OFFICE AT MARCUS, THENCE 5.3 MILES NORTH ALONG A GRAVELED
 PU0119'ROAD, AT A JUNCTION OF A T ROAD LEADING WEST AND ABOUT 0.2 MILE
 PU0119'EAST OF A SCHOOLHOUSE, IN SECTION 16, T 9 N, R 15 E, 36 FEET WEST
 PU0119'OF THE CENTER LINE OF THE ROAD, 41 FEET NORTH OF THE CENTER
 PU0119'LINE OF THE T ROAD LEADING WEST, 15 FEET SOUTH OF A POWER POLE
 PU0119'BRACED BY A GUY WIRE, 10 FEET NORTH OF A FENCE CORNER, 1 FOOT
 PU0119'EAST OF A FENCE, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU0119'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 PU0119'ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCLOSED IN A
 PU0119'6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0327 ***********************************************************************
 OT0327  DESIGNATION -  Q 392
 OT0327  PID         -  OT0327
 OT0327  STATE/COUNTY-  SD/CUSTER
 OT0327  COUNTRY     -  US
 OT0327  USGS QUAD   -  FAIRBURN (2017)
 OT0327
 OT0327                         *CURRENT SURVEY CONTROL
 OT0327  ______________________________________________________________________
 OT0327* NAD 83(1986) POSITION- 43 41 44.     (N) 103 12 19.     (W)   SCALED
 OT0327* NAVD 88 ORTHO HEIGHT -  1014.999 (meters)     3330.04  (feet) ADJUSTED
 OT0327  ______________________________________________________________________
 OT0327  GEOID HEIGHT    -        -16.151 (meters)                     GEOID18
 OT0327  DYNAMIC HEIGHT  -       1014.612 (meters)     3328.77  (feet) COMP
 OT0327  MODELED GRAVITY -    980,203.1   (mgal)                       NAVD 88
 OT0327
 OT0327  VERT ORDER      -  FIRST     CLASS II
 OT0327
 OT0327.The horizontal coordinates were scaled from a map and have
 OT0327.an estimated accuracy of +/- 6 seconds.
 OT0327
 OT0327.The orthometric height was determined by differential leveling and
 OT0327.adjusted by the NATIONAL GEODETIC SURVEY
 OT0327.in June 1991.
 OT0327
 OT0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0327.GEOID18 height accuracy estimate available here.
 OT0327
 OT0327.Click photographs - Photos may exist for this station.
 OT0327
 OT0327.The dynamic height is computed by dividing the NAVD 88
 OT0327.geopotential number by the normal gravity value computed on the
 OT0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0327.degrees latitude (g = 980.6199 gals.).
 OT0327
 OT0327.The modeled gravity was interpolated from observed gravity values.
 OT0327
 OT0327;                    North         East    Units  Estimated Accuracy
 OT0327;SPC SD S     -   155,330.      368,550.      MT  (+/- 180 meters Scaled)
 OT0327
 OT0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ446396(NAD 83)
 OT0327
 OT0327                          SUPERSEDED SURVEY CONTROL
 OT0327
 OT0327  NGVD 29 (??/??/92) 1014.510  (m)         3328.44   (f) ADJ UNCH    1 2
 OT0327
 OT0327.Superseded values are not recommended for survey control.
 OT0327
 OT0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0327.See file dsdata.pdf to determine how the superseded data were derived.
 OT0327
 OT0327_MARKER: DB = BENCH MARK DISK
 OT0327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0327_STAMPING: Q 392 1963
 OT0327_MARK LOGO: CGS
 OT0327_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0327
 OT0327  HISTORY     - Date     Condition        Report By
 OT0327  HISTORY     - 1963     MONUMENTED       CGS
 OT0327
 OT0327                          STATION DESCRIPTION
 OT0327
 OT0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0327'0.8 MI N FROM FAIRBURN.
 OT0327'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0327'FROM THE STATION SIGN AT FAIRBURN, 6 POLES SOUTH OF MILE POST
 OT0327'68, 2 POLES NORTH OF THE NORTH END OF A CUT, IN SECTION 18,
 OT0327'T 4 S, R 8 E, 46 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A
 OT0327'FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 OT0327'ABOVE THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH
 OT0327'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND
 OT0327'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0182 ***********************************************************************
 PU0182  DESIGNATION -  Q 393
 PU0182  PID         -  PU0182
 PU0182  STATE/COUNTY-  SD/MEADE
 PU0182  COUNTRY     -  US
 PU0182  USGS QUAD   -  PLAINVIEW (2017)
 PU0182
 PU0182                         *CURRENT SURVEY CONTROL
 PU0182  ______________________________________________________________________
 PU0182* NAD 83(1986) POSITION- 44 34 17.     (N) 102 09 40.     (W)   SCALED
 PU0182* NAVD 88 ORTHO HEIGHT -   737.157 (meters)     2418.49  (feet) ADJUSTED
 PU0182  ______________________________________________________________________
 PU0182  GEOID HEIGHT    -        -19.511 (meters)                     GEOID18
 PU0182  DYNAMIC HEIGHT  -        736.984 (meters)     2417.92  (feet) COMP
 PU0182  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 PU0182
 PU0182  VERT ORDER      -  SECOND    CLASS 0
 PU0182
 PU0182.The horizontal coordinates were scaled from a map and have
 PU0182.an estimated accuracy of +/- 6 seconds.
 PU0182
 PU0182.The orthometric height was determined by differential leveling and
 PU0182.adjusted by the NATIONAL GEODETIC SURVEY
 PU0182.in June 1991.
 PU0182
 PU0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0182.GEOID18 height accuracy estimate available here.
 PU0182
 PU0182.Click photographs - Photos may exist for this station.
 PU0182
 PU0182.The dynamic height is computed by dividing the NAVD 88
 PU0182.geopotential number by the normal gravity value computed on the
 PU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0182.degrees latitude (g = 980.6199 gals.).
 PU0182
 PU0182.The modeled gravity was interpolated from observed gravity values.
 PU0182
 PU0182;                    North         East    Units  Estimated Accuracy
 PU0182;SPC SD N     -    84,310.      428,360.      MT  (+/- 180 meters Scaled)
 PU0182
 PU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK254392(NAD 83)
 PU0182
 PU0182                          SUPERSEDED SURVEY CONTROL
 PU0182
 PU0182  NGVD 29 (??/??/92)  736.701  (m)         2416.99   (f) ADJ UNCH    2 0
 PU0182
 PU0182.Superseded values are not recommended for survey control.
 PU0182
 PU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0182.See file dsdata.pdf to determine how the superseded data were derived.
 PU0182
 PU0182_MARKER: DB = BENCH MARK DISK
 PU0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0182_STAMPING: Q 393 1963
 PU0182_MARK LOGO: CGS
 PU0182_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0182_ROD/PIPE-DEPTH: 4.3 meters
 PU0182
 PU0182  HISTORY     - Date     Condition        Report By
 PU0182  HISTORY     - 1963     MONUMENTED       CGS
 PU0182
 PU0182                          STATION DESCRIPTION
 PU0182
 PU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0182'2.2 MI S FROM PLAINVIEW.
 PU0182'2.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0182'OFFICE AT PLAINVIEW, 0.35 MILE NORTH OF THE CREST OF A LONG
 PU0182'HILL, 0.2 MILE SOUTH OF THE BOTTOM OF THE HILL, 57 FEET WEST
 PU0182'OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH OF THE CENTER LINE
 PU0182'OF A FILL FORMING A DRIVEOVER DITCH, 1 FOOT EAST OF A FENCE,
 PU0182'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0182'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PU0182'DRIVEN TO A DEPTH OF 14 FEET AND ENCLOSED IN A 6-INCH TILE
 PU0182'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0274 ***********************************************************************
 PU0274  DESIGNATION -  Q 394
 PU0274  PID         -  PU0274
 PU0274  STATE/COUNTY-  SD/MEADE
 PU0274  COUNTRY     -  US
 PU0274  USGS QUAD   -  HOWES (2017)
 PU0274
 PU0274                         *CURRENT SURVEY CONTROL
 PU0274  ______________________________________________________________________
 PU0274* NAD 83(1986) POSITION- 44 35 30.     (N) 102 01 17.     (W)   SCALED
 PU0274* NAVD 88 ORTHO HEIGHT -   731.524 (meters)     2400.01  (feet) ADJUSTED
 PU0274  ______________________________________________________________________
 PU0274  GEOID HEIGHT    -        -19.916 (meters)                     GEOID18
 PU0274  DYNAMIC HEIGHT  -        731.351 (meters)     2399.44  (feet) COMP
 PU0274  MODELED GRAVITY -    980,357.6   (mgal)                       NAVD 88
 PU0274
 PU0274  VERT ORDER      -  SECOND    CLASS 0
 PU0274
 PU0274.The horizontal coordinates were scaled from a map and have
 PU0274.an estimated accuracy of +/- 6 seconds.
 PU0274
 PU0274.The orthometric height was determined by differential leveling and
 PU0274.adjusted by the NATIONAL GEODETIC SURVEY
 PU0274.in June 1991.
 PU0274
 PU0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0274.GEOID18 height accuracy estimate available here.
 PU0274
 PU0274.Click photographs - Photos may exist for this station.
 PU0274
 PU0274.The dynamic height is computed by dividing the NAVD 88
 PU0274.geopotential number by the normal gravity value computed on the
 PU0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0274.degrees latitude (g = 980.6199 gals.).
 PU0274
 PU0274.The modeled gravity was interpolated from observed gravity values.
 PU0274
 PU0274;                    North         East    Units  Estimated Accuracy
 PU0274;SPC SD N     -    86,270.      439,510.      MT  (+/- 180 meters Scaled)
 PU0274
 PU0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK364419(NAD 83)
 PU0274
 PU0274                          SUPERSEDED SURVEY CONTROL
 PU0274
 PU0274  NGVD 29 (??/??/92)  731.067  (m)         2398.51   (f) ADJ UNCH    2 0
 PU0274
 PU0274.Superseded values are not recommended for survey control.
 PU0274
 PU0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0274.See file dsdata.pdf to determine how the superseded data were derived.
 PU0274
 PU0274_MARKER: DB = BENCH MARK DISK
 PU0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0274_STAMPING: Q 394 1963
 PU0274_MARK LOGO: CGS
 PU0274_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0274+STABILITY: SURFACE MOTION
 PU0274
 PU0274  HISTORY     - Date     Condition        Report By
 PU0274  HISTORY     - 1963     MONUMENTED       CGS
 PU0274
 PU0274                          STATION DESCRIPTION
 PU0274
 PU0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0274'2.8 MI SE FROM HOWES.
 PU0274'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0274'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0274'AND 34, THENCE 2.15 MILES SOUTHEAST ALONG A GRAVELED ROAD, 36
 PU0274'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 44 FEET NORTHWEST
 PU0274'OF THE CENTER OF A GATE, 1 1/2 FEET NORTHEAST OF A FENCE, 1.0 FOOT
 PU0274'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU0274'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PU0274'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0214 ***********************************************************************
 PU0214  DESIGNATION -  Q 395
 PU0214  PID         -  PU0214
 PU0214  STATE/COUNTY-  SD/MEADE
 PU0214  COUNTRY     -  US
 PU0214  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0214
 PU0214                         *CURRENT SURVEY CONTROL
 PU0214  ______________________________________________________________________
 PU0214* NAD 83(1986) POSITION- 44 43 08.     (N) 102 12 27.     (W)   SCALED
 PU0214* NAVD 88 ORTHO HEIGHT -   768.725 (meters)     2522.06  (feet) ADJUSTED
 PU0214  ______________________________________________________________________
 PU0214  GEOID HEIGHT    -        -19.339 (meters)                     GEOID18
 PU0214  DYNAMIC HEIGHT  -        768.553 (meters)     2521.49  (feet) COMP
 PU0214  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 PU0214
 PU0214  VERT ORDER      -  SECOND    CLASS 0
 PU0214
 PU0214.The horizontal coordinates were scaled from a map and have
 PU0214.an estimated accuracy of +/- 6 seconds.
 PU0214
 PU0214.The orthometric height was determined by differential leveling and
 PU0214.adjusted by the NATIONAL GEODETIC SURVEY
 PU0214.in June 1991.
 PU0214
 PU0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0214.GEOID18 height accuracy estimate available here.
 PU0214
 PU0214.Click photographs - Photos may exist for this station.
 PU0214
 PU0214.The dynamic height is computed by dividing the NAVD 88
 PU0214.geopotential number by the normal gravity value computed on the
 PU0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0214.degrees latitude (g = 980.6199 gals.).
 PU0214
 PU0214.The modeled gravity was interpolated from observed gravity values.
 PU0214
 PU0214;                    North         East    Units  Estimated Accuracy
 PU0214;SPC SD N     -   100,790.      425,130.      MT  (+/- 180 meters Scaled)
 PU0214
 PU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK211555(NAD 83)
 PU0214
 PU0214                          SUPERSEDED SURVEY CONTROL
 PU0214
 PU0214  NGVD 29 (??/??/92)  768.271  (m)         2520.57   (f) ADJ UNCH    2 0
 PU0214
 PU0214.Superseded values are not recommended for survey control.
 PU0214
 PU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0214.See file dsdata.pdf to determine how the superseded data were derived.
 PU0214
 PU0214_MARKER: DB = BENCH MARK DISK
 PU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0214_STAMPING: Q 395 1963
 PU0214_MARK LOGO: CGS
 PU0214_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0214+STABILITY: SURFACE MOTION
 PU0214
 PU0214  HISTORY     - Date     Condition        Report By
 PU0214  HISTORY     - 1963     MONUMENTED       CGS
 PU0214
 PU0214                          STATION DESCRIPTION
 PU0214
 PU0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0214'8.8 MI NE FROM MARCUS.
 PU0214'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0214'OFFICE AT MARCUS, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0214'4.05 MILES EAST ALONG A DIM TRAIL ROAD, OR 7.0 MILES NORTH ALONG
 PU0214'STATE HIGHWAY 73 FROM THE STORE AND POST OFFICE AT HOWES, THENCE
 PU0214'8.25 MILES WEST ALONG A GRAVELED ROAD, IN BETWEEN TWO SMALL
 PU0214'HILLS, AT A FENCE LEADING NORTH, 3 1/2 FEET WEST OF A FENCE
 PU0214'CORNER, 1 1/2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 PU0214'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0507 ***********************************************************************
 OT0507  DESIGNATION -  Q 396
 OT0507  PID         -  OT0507
 OT0507  STATE/COUNTY-  SD/FALL RIVER
 OT0507  COUNTRY     -  US
 OT0507  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0507
 OT0507                         *CURRENT SURVEY CONTROL
 OT0507  ______________________________________________________________________
 OT0507* NAD 83(1986) POSITION- 43 27 07.     (N) 103 30 35.     (W)   SCALED
 OT0507* NAVD 88 ORTHO HEIGHT -  1104.756 (meters)     3624.52  (feet) POSTED
 OT0507  ______________________________________________________________________
 OT0507  GEOID HEIGHT    -        -15.350 (meters)                     GEOID18
 OT0507  DYNAMIC HEIGHT  -       1104.29  (meters)     3623.0   (feet) COMP
 OT0507  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 OT0507
 OT0507  VERT ORDER      -  * POSTED, SEE BELOW
 OT0507
 OT0507.The horizontal coordinates were scaled from a map and have
 OT0507.an estimated accuracy of +/- 6 seconds.
 OT0507
 OT0507.The orthometric height was determined by differential leveling
 OT0507.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0507
 OT0507.* This is a POSTED BENCH MARK height.
 OT0507
 OT0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0507.GEOID18 height accuracy estimate available here.
 OT0507
 OT0507.Click photographs - Photos may exist for this station.
 OT0507
 OT0507.The dynamic height is computed by dividing the NAVD 88
 OT0507.geopotential number by the normal gravity value computed on the
 OT0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0507.degrees latitude (g = 980.6199 gals.).
 OT0507
 OT0507.The modeled gravity was interpolated from observed gravity values.
 OT0507
 OT0507;                    North         East    Units  Estimated Accuracy
 OT0507;SPC SD S     -   129,180.      342,990.      MT  (+/- 180 meters Scaled)
 OT0507
 OT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ205120(NAD 83)
 OT0507
 OT0507                          SUPERSEDED SURVEY CONTROL
 OT0507
 OT0507  NGVD 29 (??/??/92) 1104.237  (m)         3622.82   (f) ADJ UNCH    1 2
 OT0507
 OT0507.Superseded values are not recommended for survey control.
 OT0507
 OT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0507.See file dsdata.pdf to determine how the superseded data were derived.
 OT0507
 OT0507_MARKER: DB = BENCH MARK DISK
 OT0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0507_SP_SET: ABUTMENT
 OT0507_STAMPING: Q 396 1963
 OT0507_MARK LOGO: CGS
 OT0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0507
 OT0507  HISTORY     - Date     Condition        Report By
 OT0507  HISTORY     - 1963     MONUMENTED       CGS
 OT0507
 OT0507                          STATION DESCRIPTION
 OT0507
 OT0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0507'3.3 MI NW FROM HOT SPRINGS.
 OT0507'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE
 OT0507'HIGHWAY 87 FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE
 OT0507'NORTHWEST ALONG NORTH RIVER STREET, THENCE 2.15 MILES WEST ALONG
 OT0507'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, IN THE SOUTHWEST
 OT0507'ABUTMENT OF A BRIDGE, 4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 OT0507'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP
 OT0507'OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0825 ***********************************************************************
 PU0825  DESIGNATION -  Q 401
 PU0825  PID         -  PU0825
 PU0825  STATE/COUNTY-  SD/MEADE
 PU0825  COUNTRY     -  US
 PU0825  USGS QUAD   -  UNION CENTER (2017)
 PU0825
 PU0825                         *CURRENT SURVEY CONTROL
 PU0825  ______________________________________________________________________
 PU0825* NAD 83(1986) POSITION- 44 34 38.     (N) 102 39 48.     (W)   SCALED
 PU0825* NAVD 88 ORTHO HEIGHT -   911.699 (meters)     2991.13  (feet) ADJUSTED
 PU0825  ______________________________________________________________________
 PU0825  GEOID HEIGHT    -        -18.168 (meters)                     GEOID18
 PU0825  DYNAMIC HEIGHT  -        911.444 (meters)     2990.30  (feet) COMP
 PU0825  MODELED GRAVITY -    980,306.3   (mgal)                       NAVD 88
 PU0825
 PU0825  VERT ORDER      -  SECOND    CLASS 0
 PU0825
 PU0825.The horizontal coordinates were scaled from a map and have
 PU0825.an estimated accuracy of +/- 6 seconds.
 PU0825
 PU0825.The orthometric height was determined by differential leveling and
 PU0825.adjusted by the NATIONAL GEODETIC SURVEY
 PU0825.in June 1991.
 PU0825
 PU0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0825.GEOID18 height accuracy estimate available here.
 PU0825
 PU0825.Click photographs - Photos may exist for this station.
 PU0825
 PU0825.The dynamic height is computed by dividing the NAVD 88
 PU0825.geopotential number by the normal gravity value computed on the
 PU0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0825.degrees latitude (g = 980.6199 gals.).
 PU0825
 PU0825.The modeled gravity was interpolated from observed gravity values.
 PU0825
 PU0825;                    North         East    Units  Estimated Accuracy
 PU0825;SPC SD N     -    86,140.      388,510.      MT  (+/- 180 meters Scaled)
 PU0825
 PU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK855386(NAD 83)
 PU0825
 PU0825                          SUPERSEDED SURVEY CONTROL
 PU0825
 PU0825  NGVD 29 (??/??/92)  911.209  (m)         2989.52   (f) ADJ UNCH    2 0
 PU0825
 PU0825.Superseded values are not recommended for survey control.
 PU0825
 PU0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0825.See file dsdata.pdf to determine how the superseded data were derived.
 PU0825
 PU0825_MARKER: DB = BENCH MARK DISK
 PU0825_SETTING: 80 = SET IN A BOULDER
 PU0825_STAMPING: Q 401 1962
 PU0825_MARK LOGO: CGS
 PU0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0825+STABILITY: SURFACE MOTION
 PU0825
 PU0825  HISTORY     - Date     Condition        Report By
 PU0825  HISTORY     - 1962     MONUMENTED       CGS
 PU0825
 PU0825                          STATION DESCRIPTION
 PU0825
 PU0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0825'1.2 MI N FROM UNION CENTER.
 PU0825'1.15 MILES NORTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 PU0825'STATE HIGHWAY 34 AT UNION CENTER, 0.1 MILE NORTH OF THE
 PU0825'JUNCTION OF A GRADED ROAD EAST TO TIFFT RANCH, IN THE TOP OF
 PU0825'BEDROCK WHICH IS FLUSH WITH THE GROUND, 89 FEET WEST-NORTHWEST
 PU0825'OF THE CENTER LINE OF THE ROAD, 17.5 FEET NORTH-NORTHEAST OF A
 PU0825'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1032 ***********************************************************************
 PU1032  DESIGNATION -  Q 402
 PU1032  PID         -  PU1032
 PU1032  STATE/COUNTY-  SD/MEADE
 PU1032  COUNTRY     -  US
 PU1032  USGS QUAD   -  OPAL WEST (2017)
 PU1032
 PU1032                         *CURRENT SURVEY CONTROL
 PU1032  ______________________________________________________________________
 PU1032* NAD 83(1986) POSITION- 44 59 38.     (N) 102 30 21.     (W)   SCALED
 PU1032* NAVD 88 ORTHO HEIGHT -   873.140 (meters)     2864.63  (feet) ADJUSTED
 PU1032  ______________________________________________________________________
 PU1032  GEOID HEIGHT    -        -18.246 (meters)                     GEOID18
 PU1032  DYNAMIC HEIGHT  -        872.952 (meters)     2864.01  (feet) COMP
 PU1032  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 PU1032
 PU1032  VERT ORDER      -  SECOND    CLASS 0
 PU1032
 PU1032.The horizontal coordinates were scaled from a map and have
 PU1032.an estimated accuracy of +/- 6 seconds.
 PU1032
 PU1032.The orthometric height was determined by differential leveling and
 PU1032.adjusted by the NATIONAL GEODETIC SURVEY
 PU1032.in June 1991.
 PU1032
 PU1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1032.GEOID18 height accuracy estimate available here.
 PU1032
 PU1032.Click photographs - Photos may exist for this station.
 PU1032
 PU1032.The dynamic height is computed by dividing the NAVD 88
 PU1032.geopotential number by the normal gravity value computed on the
 PU1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1032.degrees latitude (g = 980.6199 gals.).
 PU1032
 PU1032.The modeled gravity was interpolated from observed gravity values.
 PU1032
 PU1032;                    North         East    Units  Estimated Accuracy
 PU1032;SPC SD N     -   132,020.      402,450.      MT  (+/- 180 meters Scaled)
 PU1032
 PU1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK965852(NAD 83)
 PU1032
 PU1032                          SUPERSEDED SURVEY CONTROL
 PU1032
 PU1032  NGVD 29 (??/??/92)  872.680  (m)         2863.12   (f) ADJ UNCH    2 0
 PU1032
 PU1032.Superseded values are not recommended for survey control.
 PU1032
 PU1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1032.See file dsdata.pdf to determine how the superseded data were derived.
 PU1032
 PU1032_MARKER: DB = BENCH MARK DISK
 PU1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1032_STAMPING: Q 402 1962
 PU1032_MARK LOGO: CGS
 PU1032_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1032+STABILITY: SURFACE MOTION
 PU1032
 PU1032  HISTORY     - Date     Condition        Report By
 PU1032  HISTORY     - 1962     MONUMENTED       CGS
 PU1032  HISTORY     - 1963     GOOD             CGS
 PU1032
 PU1032                          STATION DESCRIPTION
 PU1032
 PU1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1032'5.3 MI SE FROM MAURINE.
 PU1032'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 PU1032'MAURINE, THENCE 4.6 MILES SOUTHEAST ALONG A DIRT ROAD FORMERLY
 PU1032'U.S. HIGHWAY 212, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU1032'2 FEET SOUTH OF A SECTION LINE FENCE, 2.0 FEET EAST OF A METAL
 PU1032'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU1032'CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0972 ***********************************************************************
 PU0972  DESIGNATION -  Q 404
 PU0972  PID         -  PU0972
 PU0972  STATE/COUNTY-  SD/MEADE
 PU0972  COUNTRY     -  US
 PU0972  USGS QUAD   -  OPAL WEST (2017)
 PU0972
 PU0972                         *CURRENT SURVEY CONTROL
 PU0972  ______________________________________________________________________
 PU0972* NAD 83(1986) POSITION- 44 54 23.     (N) 102 34 24.     (W)   SCALED
 PU0972* NAVD 88 ORTHO HEIGHT -   818.510 (meters)     2685.39  (feet) ADJUSTED
 PU0972  ______________________________________________________________________
 PU0972  GEOID HEIGHT    -        -18.152 (meters)                     GEOID18
 PU0972  DYNAMIC HEIGHT  -        818.334 (meters)     2684.82  (feet) COMP
 PU0972  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 PU0972
 PU0972  VERT ORDER      -  SECOND    CLASS 0
 PU0972
 PU0972.The horizontal coordinates were scaled from a map and have
 PU0972.an estimated accuracy of +/- 6 seconds.
 PU0972
 PU0972.The orthometric height was determined by differential leveling and
 PU0972.adjusted by the NATIONAL GEODETIC SURVEY
 PU0972.in June 1991.
 PU0972
 PU0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0972.GEOID18 height accuracy estimate available here.
 PU0972
 PU0972.Click photographs - Photos may exist for this station.
 PU0972
 PU0972.The dynamic height is computed by dividing the NAVD 88
 PU0972.geopotential number by the normal gravity value computed on the
 PU0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0972.degrees latitude (g = 980.6199 gals.).
 PU0972
 PU0972.The modeled gravity was interpolated from observed gravity values.
 PU0972
 PU0972;                    North         East    Units  Estimated Accuracy
 PU0972;SPC SD N     -   122,470.      396,820.      MT  (+/- 180 meters Scaled)
 PU0972
 PU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK915754(NAD 83)
 PU0972
 PU0972                          SUPERSEDED SURVEY CONTROL
 PU0972
 PU0972  NGVD 29 (??/??/92)  818.050  (m)         2683.89   (f) ADJ UNCH    2 0
 PU0972
 PU0972.Superseded values are not recommended for survey control.
 PU0972
 PU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0972.See file dsdata.pdf to determine how the superseded data were derived.
 PU0972
 PU0972_MARKER: DB = BENCH MARK DISK
 PU0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0972_STAMPING: Q 404 1962
 PU0972_MARK LOGO: CGS
 PU0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0972+STABILITY: SURFACE MOTION
 PU0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0972+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988
 PU0972
 PU0972  HISTORY     - Date     Condition        Report By
 PU0972  HISTORY     - 1962     MONUMENTED       CGS
 PU0972  HISTORY     - 19880407 GOOD             NGS
 PU0972
 PU0972                          STATION DESCRIPTION
 PU0972
 PU0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0972'9 MI S FROM MAURINE.
 PU0972'9.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0972'MAURINE, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET
 PU0972'SOUTH OF THE CENTER OF A GATE, 2.0 FEET WEST OF A FENCE, 4.0 FEET
 PU0972'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PU0972'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 PU0972'GROUND.
 PU0972
 PU0972                          STATION RECOVERY (1988)
 PU0972
 PU0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PU0972'14.5 KM (9.00 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU0972'HIGHWAY 212 IN MAURINE, 9.8 M (32.2 FT) WEST OF ROAD CENTER,
 PU0972'48.7 M (159.8 FT) SOUTH OF SECTION LINE, 0.6 M (2.0 FT) EAST FROM A
 PU0972'FENCE, 1.2 M (3.9 FT)NORTH FROM A WITNESS POST, ABOUT LEVEL WITH THE
 PU0972'ROAD, IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0281 ***********************************************************************
 PU0281  DESIGNATION -  Q 405
 PU0281  PID         -  PU0281
 PU0281  STATE/COUNTY-  SD/MEADE
 PU0281  COUNTRY     -  US
 PU0281  USGS QUAD   -  OPAL EAST (2017)
 PU0281
 PU0281                         *CURRENT SURVEY CONTROL
 PU0281  ______________________________________________________________________
 PU0281* NAD 83(1986) POSITION- 44 52 39.     (N) 102 27 06.     (W)   SCALED
 PU0281* NAVD 88 ORTHO HEIGHT -   788.449 (meters)     2586.77  (feet) ADJUSTED
 PU0281  ______________________________________________________________________
 PU0281  GEOID HEIGHT    -        -18.503 (meters)                     GEOID18
 PU0281  DYNAMIC HEIGHT  -        788.275 (meters)     2586.20  (feet) COMP
 PU0281  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 PU0281
 PU0281  VERT ORDER      -  SECOND    CLASS 0
 PU0281
 PU0281.The horizontal coordinates were scaled from a map and have
 PU0281.an estimated accuracy of +/- 6 seconds.
 PU0281
 PU0281.The orthometric height was determined by differential leveling and
 PU0281.adjusted by the NATIONAL GEODETIC SURVEY
 PU0281.in June 1991.
 PU0281
 PU0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0281.GEOID18 height accuracy estimate available here.
 PU0281
 PU0281.Click photographs - Photos may exist for this station.
 PU0281
 PU0281.The dynamic height is computed by dividing the NAVD 88
 PU0281.geopotential number by the normal gravity value computed on the
 PU0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0281.degrees latitude (g = 980.6199 gals.).
 PU0281
 PU0281.The modeled gravity was interpolated from observed gravity values.
 PU0281
 PU0281;                    North         East    Units  Estimated Accuracy
 PU0281;SPC SD N     -   118,960.      406,320.      MT  (+/- 180 meters Scaled)
 PU0281
 PU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK012725(NAD 83)
 PU0281
 PU0281                          SUPERSEDED SURVEY CONTROL
 PU0281
 PU0281  NGVD 29 (??/??/92)  787.987  (m)         2585.25   (f) ADJ UNCH    2 0
 PU0281
 PU0281.Superseded values are not recommended for survey control.
 PU0281
 PU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0281.See file dsdata.pdf to determine how the superseded data were derived.
 PU0281
 PU0281_MARKER: DB = BENCH MARK DISK
 PU0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0281_STAMPING: Q 405 1962
 PU0281_MARK LOGO: CGS
 PU0281_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0281+STABILITY: SURFACE MOTION
 PU0281
 PU0281  HISTORY     - Date     Condition        Report By
 PU0281  HISTORY     - 1962     MONUMENTED       CGS
 PU0281
 PU0281                          STATION DESCRIPTION
 PU0281
 PU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0281'2.8 MI SE FROM OPAL.
 PU0281'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0281'THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AT THE SOUTHWEST
 PU0281'CORNER OF THE INTERSECTION OF A ROAD WEST AND TRACK ROAD EAST, 48
 PU0281'FEET WEST OF THE CENTER LINE OF THE ROAD, 107 FEET SOUTH OF THE
 PU0281'CENTER LINE OF THE ROAD WEST, 9 FEET NORTH OF THE NORTH END OF A
 PU0281'GATE, 7.6 FEET EAST OF A FENCE, 2 FEET SOUTH OF A TELEPHONE
 PU0281'POLE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 PU0281'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2035 ***********************************************************************
 PU2035  DESIGNATION -  Q 406
 PU2035  PID         -  PU2035
 PU2035  STATE/COUNTY-  SD/LAWRENCE
 PU2035  COUNTRY     -  US
 PU2035  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2035
 PU2035                         *CURRENT SURVEY CONTROL
 PU2035  ______________________________________________________________________
 PU2035* NAD 83(1986) POSITION- 44 31 03.     (N) 103 35 38.     (W)   SCALED
 PU2035* NAVD 88 ORTHO HEIGHT -  1017.420 (meters)     3337.99  (feet) ADJUSTED
 PU2035  ______________________________________________________________________
 PU2035  GEOID HEIGHT    -        -15.428 (meters)                     GEOID18
 PU2035  DYNAMIC HEIGHT  -       1017.106 (meters)     3336.96  (feet) COMP
 PU2035  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 PU2035
 PU2035  VERT ORDER      -  SECOND    CLASS 0
 PU2035
 PU2035.The horizontal coordinates were scaled from a map and have
 PU2035.an estimated accuracy of +/- 6 seconds.
 PU2035
 PU2035.The orthometric height was determined by differential leveling and
 PU2035.adjusted by the NATIONAL GEODETIC SURVEY
 PU2035.in June 1991.
 PU2035
 PU2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2035.GEOID18 height accuracy estimate available here.
 PU2035
 PU2035.Click photographs - Photos may exist for this station.
 PU2035
 PU2035.The dynamic height is computed by dividing the NAVD 88
 PU2035.geopotential number by the normal gravity value computed on the
 PU2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2035.degrees latitude (g = 980.6199 gals.).
 PU2035
 PU2035.The modeled gravity was interpolated from observed gravity values.
 PU2035
 PU2035;                    North         East    Units  Estimated Accuracy
 PU2035;SPC SD N     -    82,370.      314,360.      MT  (+/- 180 meters Scaled)
 PU2035
 PU2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK117303(NAD 83)
 PU2035
 PU2035                          SUPERSEDED SURVEY CONTROL
 PU2035
 PU2035  NGVD 29 (??/??/92) 1016.903  (m)         3336.29   (f) ADJ UNCH    2 0
 PU2035
 PU2035.Superseded values are not recommended for survey control.
 PU2035
 PU2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2035.See file dsdata.pdf to determine how the superseded data were derived.
 PU2035
 PU2035_MARKER: DB = BENCH MARK DISK
 PU2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2035_STAMPING: Q 406 1962
 PU2035_MARK LOGO: CGS
 PU2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2035+STABILITY: SURFACE MOTION
 PU2035
 PU2035  HISTORY     - Date     Condition        Report By
 PU2035  HISTORY     - 1962     MONUMENTED       CGS
 PU2035
 PU2035                          STATION DESCRIPTION
 PU2035
 PU2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2035'5 MI NE FROM WHITEWOOD.
 PU2035'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2035'RAILWAY STATION AT WHITEWOOD, THENCE 4.8 MILES NORTHEAST
 PU2035'ALONG A ROAD, 59 FEET NORTHEAST OF THE CENTER OF THE
 PU2035'INTERSECTION OF A GRAVEL ROAD EAST, 47 1/2 FEET EAST OF THE
 PU2035'CENTER LINE OF THE ROAD, 26 FEET NORTH OF THE CENTER LINE OF
 PU2035'THE ROAD EAST, 4 FEET SOUTHEAST OF A GUY POLE, 2.3 FEET WEST
 PU2035'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF
 PU2035'A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1457 ***********************************************************************
 PU1457  DESIGNATION -  Q 407
 PU1457  PID         -  PU1457
 PU1457  STATE/COUNTY-  SD/MEADE
 PU1457  COUNTRY     -  US
 PU1457  USGS QUAD   -  FORT MEADE (2017)
 PU1457
 PU1457                         *CURRENT SURVEY CONTROL
 PU1457  ______________________________________________________________________
 PU1457* NAD 83(1986) POSITION- 44 26 27.     (N) 103 29 17.     (W)   SCALED
 PU1457* NAVD 88 ORTHO HEIGHT -   988.747 (meters)     3243.91  (feet) ADJUSTED
 PU1457  ______________________________________________________________________
 PU1457  GEOID HEIGHT    -        -15.519 (meters)                     GEOID18
 PU1457  DYNAMIC HEIGHT  -        988.441 (meters)     3242.91  (feet) COMP
 PU1457  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 PU1457
 PU1457  VERT ORDER      -  SECOND    CLASS 0
 PU1457
 PU1457.The horizontal coordinates were scaled from a map and have
 PU1457.an estimated accuracy of +/- 6 seconds.
 PU1457
 PU1457.The orthometric height was determined by differential leveling and
 PU1457.adjusted by the NATIONAL GEODETIC SURVEY
 PU1457.in June 1991.
 PU1457
 PU1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1457.GEOID18 height accuracy estimate available here.
 PU1457
 PU1457.Click photographs - Photos may exist for this station.
 PU1457
 PU1457.The dynamic height is computed by dividing the NAVD 88
 PU1457.geopotential number by the normal gravity value computed on the
 PU1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1457.degrees latitude (g = 980.6199 gals.).
 PU1457
 PU1457.The modeled gravity was interpolated from observed gravity values.
 PU1457
 PU1457;                    North         East    Units  Estimated Accuracy
 PU1457;SPC SD N     -    73,490.      322,400.      MT  (+/- 180 meters Scaled)
 PU1457
 PU1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK203219(NAD 83)
 PU1457
 PU1457                          SUPERSEDED SURVEY CONTROL
 PU1457
 PU1457  NGVD 29 (??/??/92)  988.235  (m)         3242.23   (f) ADJ UNCH    2 0
 PU1457
 PU1457.Superseded values are not recommended for survey control.
 PU1457
 PU1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1457.See file dsdata.pdf to determine how the superseded data were derived.
 PU1457
 PU1457_MARKER: DB = BENCH MARK DISK
 PU1457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1457_SP_SET: BOX CULVERT HEADWALL
 PU1457_STAMPING: Q 407 1962
 PU1457_MARK LOGO: CGS
 PU1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1457+STABILITY: SURFACE MOTION
 PU1457
 PU1457  HISTORY     - Date     Condition        Report By
 PU1457  HISTORY     - 1962     MONUMENTED       CGS
 PU1457
 PU1457                          STATION DESCRIPTION
 PU1457
 PU1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1457'3 MI NE FROM STURGIS.
 PU1457'3.0 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1457'IN THE TOP AND 1.6 FEET SOUTH OF THE NORTH END OF THE WEST HEAD
 PU1457'WALL OF A CONCRETE BOX CULVERT, 13 1/2 FEET WEST OF THE CENTER
 PU1457'LINE OF THE ROAD AND ABOUT 2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1153 ***********************************************************************
 PU1153  DESIGNATION -  Q 408
 PU1153  PID         -  PU1153
 PU1153  STATE/COUNTY-  SD/MEADE
 PU1153  COUNTRY     -  US
 PU1153  USGS QUAD   -  VOLUNTEER (2017)
 PU1153
 PU1153                         *CURRENT SURVEY CONTROL
 PU1153  ______________________________________________________________________
 PU1153* NAD 83(1986) POSITION- 44 34 31.     (N) 103 12 58.     (W)   SCALED
 PU1153* NAVD 88 ORTHO HEIGHT -   820.279 (meters)     2691.20  (feet) ADJUSTED
 PU1153  ______________________________________________________________________
 PU1153  GEOID HEIGHT    -        -16.801 (meters)                     GEOID18
 PU1153  DYNAMIC HEIGHT  -        820.064 (meters)     2690.49  (feet) COMP
 PU1153  MODELED GRAVITY -    980,327.9   (mgal)                       NAVD 88
 PU1153
 PU1153  VERT ORDER      -  SECOND    CLASS 0
 PU1153
 PU1153.The horizontal coordinates were scaled from a map and have
 PU1153.an estimated accuracy of +/- 6 seconds.
 PU1153
 PU1153.The orthometric height was determined by differential leveling and
 PU1153.adjusted by the NATIONAL GEODETIC SURVEY
 PU1153.in June 1991.
 PU1153
 PU1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1153.GEOID18 height accuracy estimate available here.
 PU1153
 PU1153.Click photographs - Photos may exist for this station.
 PU1153
 PU1153.The dynamic height is computed by dividing the NAVD 88
 PU1153.geopotential number by the normal gravity value computed on the
 PU1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1153.degrees latitude (g = 980.6199 gals.).
 PU1153
 PU1153.The modeled gravity was interpolated from observed gravity values.
 PU1153
 PU1153;                    North         East    Units  Estimated Accuracy
 PU1153;SPC SD N     -    87,520.      344,630.      MT  (+/- 180 meters Scaled)
 PU1153
 PU1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK416373(NAD 83)
 PU1153
 PU1153                          SUPERSEDED SURVEY CONTROL
 PU1153
 PU1153  NGVD 29 (??/??/92)  819.799  (m)         2689.62   (f) ADJ UNCH    2 0
 PU1153
 PU1153.Superseded values are not recommended for survey control.
 PU1153
 PU1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1153.See file dsdata.pdf to determine how the superseded data were derived.
 PU1153
 PU1153_MARKER: DB = BENCH MARK DISK
 PU1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1153_STAMPING: Q 408 1962
 PU1153_MARK LOGO: CGS
 PU1153_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1153+STABILITY: SURFACE MOTION
 PU1153
 PU1153  HISTORY     - Date     Condition        Report By
 PU1153  HISTORY     - 1962     MONUMENTED       CGS
 PU1153
 PU1153                          STATION DESCRIPTION
 PU1153
 PU1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1153'8.2 MI NW FROM VOLUNTEER.
 PU1153'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1153'VOLUNTEER, THENCE 1.1 MILES NORTHWEST, THENCE 3.65 MILES
 PU1153'NORTH, THENCE 1.6 MILES WEST ALONG ROADS, 0.5 MILE WEST OF
 PU1153'WETZ SCHOOL, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PU1153'21 FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 3.8 FEET
 PU1153'NORTHEAST OF A FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST,
 PU1153'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1153'PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0683 ***********************************************************************
 PU0683  DESIGNATION -  Q 409
 PU0683  PID         -  PU0683
 PU0683  STATE/COUNTY-  SD/MEADE
 PU0683  COUNTRY     -  US
 PU0683  USGS QUAD   -  HAYDRAW (2017)
 PU0683
 PU0683                         *CURRENT SURVEY CONTROL
 PU0683  ______________________________________________________________________
 PU0683* NAD 83(1986) POSITION- 44 24 34.     (N) 102 41 08.     (W)   SCALED
 PU0683* NAVD 88 ORTHO HEIGHT -   786.565 (meters)     2580.59  (feet) ADJUSTED
 PU0683  ______________________________________________________________________
 PU0683  GEOID HEIGHT    -        -18.213 (meters)                     GEOID18
 PU0683  DYNAMIC HEIGHT  -        786.352 (meters)     2579.89  (feet) COMP
 PU0683  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 PU0683
 PU0683  VERT ORDER      -  SECOND    CLASS 0
 PU0683
 PU0683.The horizontal coordinates were scaled from a map and have
 PU0683.an estimated accuracy of +/- 6 seconds.
 PU0683
 PU0683.The orthometric height was determined by differential leveling and
 PU0683.adjusted by the NATIONAL GEODETIC SURVEY
 PU0683.in June 1991.
 PU0683
 PU0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0683.GEOID18 height accuracy estimate available here.
 PU0683
 PU0683.Click photographs - Photos may exist for this station.
 PU0683
 PU0683.The dynamic height is computed by dividing the NAVD 88
 PU0683.geopotential number by the normal gravity value computed on the
 PU0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0683.degrees latitude (g = 980.6199 gals.).
 PU0683
 PU0683.The modeled gravity was interpolated from observed gravity values.
 PU0683
 PU0683;                    North         East    Units  Estimated Accuracy
 PU0683;SPC SD N     -    67,570.      386,130.      MT  (+/- 180 meters Scaled)
 PU0683
 PU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK842199(NAD 83)
 PU0683
 PU0683                          SUPERSEDED SURVEY CONTROL
 PU0683
 PU0683  NGVD 29 (??/??/92)  786.093  (m)         2579.04   (f) ADJ UNCH    2 0
 PU0683
 PU0683.Superseded values are not recommended for survey control.
 PU0683
 PU0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0683.See file dsdata.pdf to determine how the superseded data were derived.
 PU0683
 PU0683_MARKER: DB = BENCH MARK DISK
 PU0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0683_STAMPING: Q 409 1962
 PU0683_MARK LOGO: CGS
 PU0683_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0683+STABILITY: SURFACE MOTION
 PU0683
 PU0683  HISTORY     - Date     Condition        Report By
 PU0683  HISTORY     - 1962     MONUMENTED       CGS
 PU0683
 PU0683                          STATION DESCRIPTION
 PU0683
 PU0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0683'11.6 MI S FROM UNION CENTER.
 PU0683'0.7 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0683'CENTER, THENCE 10.9 MILES SOUTH ALONG A GRAVEL ROAD, 13.25
 PU0683'MILES EAST OF THE STORE AT HEREFORD, AT THE TOP OF A STEEP
 PU0683'GRADE, ABOUT 50 YARDS SOUTHWEST OF THE CROSSING OF A POWER
 PU0683'LINE, 43 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 48
 PU0683'FEET SOUTHEAST OF A POWER POLE, 3.3 FEET SOUTHWEST OF A WITNESS
 PU0683'POST, ABOUT 1 FOOT ABOVE THE ROAD AND IN THE TOP OF A CONCRETE
 PU0683'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0855 ***********************************************************************
 PU0855  DESIGNATION -  Q 410
 PU0855  PID         -  PU0855
 PU0855  STATE/COUNTY-  SD/MEADE
 PU0855  COUNTRY     -  US
 PU0855  USGS QUAD   -  STONEVILLE (2017)
 PU0855
 PU0855                         *CURRENT SURVEY CONTROL
 PU0855  ______________________________________________________________________
 PU0855* NAD 83(1986) POSITION- 44 44 58.     (N) 102 44 52.     (W)   SCALED
 PU0855* NAVD 88 ORTHO HEIGHT -   842.835 (meters)     2765.20  (feet) ADJUSTED
 PU0855  ______________________________________________________________________
 PU0855  GEOID HEIGHT    -        -17.808 (meters)                     GEOID18
 PU0855  DYNAMIC HEIGHT  -        842.632 (meters)     2764.54  (feet) COMP
 PU0855  MODELED GRAVITY -    980,347.5   (mgal)                       NAVD 88
 PU0855
 PU0855  VERT ORDER      -  SECOND    CLASS 0
 PU0855
 PU0855.The horizontal coordinates were scaled from a map and have
 PU0855.an estimated accuracy of +/- 6 seconds.
 PU0855
 PU0855.The orthometric height was determined by differential leveling and
 PU0855.adjusted by the NATIONAL GEODETIC SURVEY
 PU0855.in June 1991.
 PU0855
 PU0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0855.GEOID18 height accuracy estimate available here.
 PU0855
 PU0855.Click photographs - Photos may exist for this station.
 PU0855
 PU0855.The dynamic height is computed by dividing the NAVD 88
 PU0855.geopotential number by the normal gravity value computed on the
 PU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0855.degrees latitude (g = 980.6199 gals.).
 PU0855
 PU0855.The modeled gravity was interpolated from observed gravity values.
 PU0855
 PU0855;                    North         East    Units  Estimated Accuracy
 PU0855;SPC SD N     -   105,490.      382,460.      MT  (+/- 180 meters Scaled)
 PU0855
 PU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK782575(NAD 83)
 PU0855
 PU0855                          SUPERSEDED SURVEY CONTROL
 PU0855
 PU0855  NGVD 29 (??/??/92)  842.362  (m)         2763.65   (f) ADJ UNCH    2 0
 PU0855
 PU0855.Superseded values are not recommended for survey control.
 PU0855
 PU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0855.See file dsdata.pdf to determine how the superseded data were derived.
 PU0855
 PU0855_MARKER: DB = BENCH MARK DISK
 PU0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0855_STAMPING: Q 410 1962
 PU0855_MARK LOGO: CGS
 PU0855_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0855+STABILITY: SURFACE MOTION
 PU0855
 PU0855  HISTORY     - Date     Condition        Report By
 PU0855  HISTORY     - 1962     MONUMENTED       CGS
 PU0855
 PU0855                          STATION DESCRIPTION
 PU0855
 PU0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0855'2.5 MI E FROM FAIRPOINT.
 PU0855'2.5 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0855'34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF
 PU0855'THE CENTER LINE OF A DRIVEWAY SOUTH TO AN ABANDONED SCHOOL,
 PU0855'168 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 3 FEET
 PU0855'SOUTHEAST OF THE WEST END OF A GATE, 1.9 FEET SOUTH OF A FENCE,
 PU0855'2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 PU0855'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0295 ***********************************************************************
 PU0295  DESIGNATION -  Q 411
 PU0295  PID         -  PU0295
 PU0295  STATE/COUNTY-  SD/MEADE
 PU0295  COUNTRY     -  US
 PU0295  USGS QUAD   -  WHITE OWL (2017)
 PU0295
 PU0295                         *CURRENT SURVEY CONTROL
 PU0295  ______________________________________________________________________
 PU0295* NAD 83(1986) POSITION- 44 31 42.     (N) 102 29 00.     (W)   SCALED
 PU0295* NAVD 88 ORTHO HEIGHT -   826.898 (meters)     2712.91  (feet) ADJUSTED
 PU0295  ______________________________________________________________________
 PU0295  GEOID HEIGHT    -        -18.677 (meters)                     GEOID18
 PU0295  DYNAMIC HEIGHT  -        826.673 (meters)     2712.18  (feet) COMP
 PU0295  MODELED GRAVITY -    980,318.2   (mgal)                       NAVD 88
 PU0295
 PU0295  VERT ORDER      -  SECOND    CLASS 0
 PU0295
 PU0295.The horizontal coordinates were scaled from a map and have
 PU0295.an estimated accuracy of +/- 6 seconds.
 PU0295
 PU0295.The orthometric height was determined by differential leveling and
 PU0295.adjusted by the NATIONAL GEODETIC SURVEY
 PU0295.in June 1991.
 PU0295
 PU0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0295.GEOID18 height accuracy estimate available here.
 PU0295
 PU0295.Click photographs - Photos may exist for this station.
 PU0295
 PU0295.The dynamic height is computed by dividing the NAVD 88
 PU0295.geopotential number by the normal gravity value computed on the
 PU0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0295.degrees latitude (g = 980.6199 gals.).
 PU0295
 PU0295.The modeled gravity was interpolated from observed gravity values.
 PU0295
 PU0295;                    North         East    Units  Estimated Accuracy
 PU0295;SPC SD N     -    80,260.      402,630.      MT  (+/- 180 meters Scaled)
 PU0295
 PU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK999336(NAD 83)
 PU0295
 PU0295                          SUPERSEDED SURVEY CONTROL
 PU0295
 PU0295  NGVD 29 (??/??/92)  826.431  (m)         2711.38   (f) ADJ UNCH    2 0
 PU0295
 PU0295.Superseded values are not recommended for survey control.
 PU0295
 PU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0295.See file dsdata.pdf to determine how the superseded data were derived.
 PU0295
 PU0295_MARKER: DB = BENCH MARK DISK
 PU0295_SETTING: 66 = SET IN ROCK OUTCROP
 PU0295_STAMPING: Q 411 1962
 PU0295_MARK LOGO: CGS
 PU0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0295+STABILITY: POSITION/ELEVATION WELL
 PU0295
 PU0295  HISTORY     - Date     Condition        Report By
 PU0295  HISTORY     - 1962     MONUMENTED       CGS
 PU0295  HISTORY     - 1963     GOOD             CGS
 PU0295
 PU0295                          STATION DESCRIPTION
 PU0295
 PU0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0295'7.2 MI SE FROM ENNING.
 PU0295'ABOUT 3.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0295'POST OFFICE AT ENNING, THENCE 4.2 MILES EAST-SOUTHEAST ALONG A
 PU0295'GRAVELED ROAD, 0.2 MILE SOUTHWEST OF A SMALL RANCHHOUSE ON A
 PU0295'HILL, 86 YARDS SOUTH-SOUTHWEST OF A JUNCTION WITH PRIVATE
 PU0295'DRIVEWAY, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 106 FEET
 PU0295'SOUTH OF THE CENTER OF THE WEST END OF A CONCRETE CULVERT, 2.9
 PU0295'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 PU0295'LEVEL OF THE ROAD, AND SET IN THE TOP OF A 3 BY 15 FEET ROCK
 PU0295'OUTCROP PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1242 ***********************************************************************
 PU1242  DESIGNATION -  Q 412
 PU1242  PID         -  PU1242
 PU1242  STATE/COUNTY-  SD/BUTTE
 PU1242  COUNTRY     -  US
 PU1242  USGS QUAD   -  VALE NE (2017)
 PU1242
 PU1242                         *CURRENT SURVEY CONTROL
 PU1242  ______________________________________________________________________
 PU1242* NAD 83(1986) POSITION- 44 44 26.     (N) 103 21 54.     (W)   SCALED
 PU1242* NAVD 88 ORTHO HEIGHT -   863.564 (meters)     2833.21  (feet) ADJUSTED
 PU1242  ______________________________________________________________________
 PU1242  GEOID HEIGHT    -        -16.491 (meters)                     GEOID18
 PU1242  DYNAMIC HEIGHT  -        863.349 (meters)     2832.50  (feet) COMP
 PU1242  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 PU1242
 PU1242  VERT ORDER      -  FIRST     CLASS II
 PU1242
 PU1242.The horizontal coordinates were scaled from a map and have
 PU1242.an estimated accuracy of +/- 6 seconds.
 PU1242
 PU1242.The orthometric height was determined by differential leveling and
 PU1242.adjusted by the NATIONAL GEODETIC SURVEY
 PU1242.in July 1998.
 PU1242
 PU1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1242.GEOID18 height accuracy estimate available here.
 PU1242
 PU1242.Click photographs - Photos may exist for this station.
 PU1242
 PU1242.The dynamic height is computed by dividing the NAVD 88
 PU1242.geopotential number by the normal gravity value computed on the
 PU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1242.degrees latitude (g = 980.6199 gals.).
 PU1242
 PU1242.The modeled gravity was interpolated from observed gravity values.
 PU1242
 PU1242;                    North         East    Units  Estimated Accuracy
 PU1242;SPC SD N     -   106,350.      333,580.      MT  (+/- 180 meters Scaled)
 PU1242
 PU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK294554(NAD 83)
 PU1242
 PU1242                          SUPERSEDED SURVEY CONTROL
 PU1242
 PU1242  NAVD 88 (06/15/91)  863.508  (m)         2833.03   (f) SUPERSEDED  1 2
 PU1242  NGVD 29 (??/??/92)  863.035  (m)         2831.47   (f) ADJ UNCH    1 2
 PU1242
 PU1242.Superseded values are not recommended for survey control.
 PU1242
 PU1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1242.See file dsdata.pdf to determine how the superseded data were derived.
 PU1242
 PU1242_MARKER: DB = BENCH MARK DISK
 PU1242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1242_SP_SET: HEADWALL
 PU1242_STAMPING: Q 412 1963
 PU1242_MARK LOGO: CGS
 PU1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1242+STABILITY: SURFACE MOTION
 PU1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1242+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1242
 PU1242  HISTORY     - Date     Condition        Report By
 PU1242  HISTORY     - 1963     MONUMENTED       CGS
 PU1242  HISTORY     - 19951116 GOOD             NGS
 PU1242
 PU1242                          STATION DESCRIPTION
 PU1242
 PU1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1242'3.5 MI NE FROM NEWELL.
 PU1242'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1242'SCHOOL AT NEWELL, 155 FEET SOUTHWEST OF THE CENTER OF THE
 PU1242'INTERSECTION OF A NORTH-SOUTH GRAVELED ROAD, SET IN THE TOP OF
 PU1242'THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF AN 8-FOOT
 PU1242'CONCRETE CULVERT, 40 FEET NORTHWEST OF THE CENTERLINE OF THE
 PU1242'HIGHWAY, 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL,
 PU1242'AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PU1242
 PU1242                          STATION RECOVERY (1995)
 PU1242
 PU1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1242'5.6 KM (3.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1242'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT)
 PU1242'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A
 PU1242'CULVERT SPANNING A DITCH, 618.0 M (2027.6 FT) NORTHEAST OF MILEPOST
 PU1242'43, 9.8 M (32.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND 1.0 M
 PU1242'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0757 ***********************************************************************
 PU0757  DESIGNATION -  Q 413
 PU0757  PID         -  PU0757
 PU0757  STATE/COUNTY-  SD/BUTTE
 PU0757  COUNTRY     -  US
 PU0757  USGS QUAD   -  CAMP CREEK (2017)
 PU0757
 PU0757                         *CURRENT SURVEY CONTROL
 PU0757  ______________________________________________________________________
 PU0757* NAD 83(1986) POSITION- 44 55 00.     (N) 102 58 31.     (W)   SCALED
 PU0757* NAVD 88 ORTHO HEIGHT -   823.689 (meters)     2702.39  (feet) ADJUSTED
 PU0757  ______________________________________________________________________
 PU0757  GEOID HEIGHT    -        -17.270 (meters)                     GEOID18
 PU0757  DYNAMIC HEIGHT  -        823.511 (meters)     2701.80  (feet) COMP
 PU0757  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0757
 PU0757  VERT ORDER      -  SECOND    CLASS 0
 PU0757
 PU0757.The horizontal coordinates were scaled from a map and have
 PU0757.an estimated accuracy of +/- 6 seconds.
 PU0757
 PU0757.The orthometric height was determined by differential leveling and
 PU0757.adjusted by the NATIONAL GEODETIC SURVEY
 PU0757.in June 1991.
 PU0757
 PU0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0757.GEOID18 height accuracy estimate available here.
 PU0757
 PU0757.Click photographs - Photos may exist for this station.
 PU0757
 PU0757.The dynamic height is computed by dividing the NAVD 88
 PU0757.geopotential number by the normal gravity value computed on the
 PU0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0757.degrees latitude (g = 980.6199 gals.).
 PU0757
 PU0757.The modeled gravity was interpolated from observed gravity values.
 PU0757
 PU0757;                    North         East    Units  Estimated Accuracy
 PU0757;SPC SD N     -   124,700.      365,140.      MT  (+/- 180 meters Scaled)
 PU0757
 PU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK598756(NAD 83)
 PU0757
 PU0757                          SUPERSEDED SURVEY CONTROL
 PU0757
 PU0757  NGVD 29 (??/??/92)  823.222  (m)         2700.85   (f) ADJ UNCH    2 0
 PU0757
 PU0757.Superseded values are not recommended for survey control.
 PU0757
 PU0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0757.See file dsdata.pdf to determine how the superseded data were derived.
 PU0757
 PU0757_MARKER: DB = BENCH MARK DISK
 PU0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0757_STAMPING: Q 413 1963
 PU0757_MARK LOGO: CGS
 PU0757_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0757+STABILITY: SURFACE MOTION
 PU0757
 PU0757  HISTORY     - Date     Condition        Report By
 PU0757  HISTORY     - 1963     MONUMENTED       CGS
 PU0757
 PU0757                          STATION DESCRIPTION
 PU0757
 PU0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0757'5.4 MI N FROM SULPHUR.
 PU0757'ABOUT 1.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SULPHUR
 PU0757'STORE, THENCE 4.0 MILES NORTHWEST ALONG A GRAVELED ROAD,
 PU0757'ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF A PRIVATE GRAVELED
 PU0757'ROAD LEADING SOUTH, 50 FEET NORTHEAST OF THE CENTERLINE OF THE
 PU0757'ROAD, 19 FEET NORTHWEST OF THE CENTER OF A WIRE GATE ACROSS A
 PU0757'FARM ROAD, 2 FEET SOUTHWEST OF A FENCE, 1.6 FEET SOUTHEAST
 PU0757'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD, ABOUT
 PU0757'2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP
 PU0757'OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1075 ***********************************************************************
 PU1075  DESIGNATION -  Q 414
 PU1075  PID         -  PU1075
 PU1075  STATE/COUNTY-  SD/BUTTE
 PU1075  COUNTRY     -  US
 PU1075  USGS QUAD   -  NEWELL LAKE (2017)
 PU1075
 PU1075                         *CURRENT SURVEY CONTROL
 PU1075  ______________________________________________________________________
 PU1075* NAD 83(1986) POSITION- 44 50 02.     (N) 103 25 30.     (W)   SCALED
 PU1075* NAVD 88 ORTHO HEIGHT -   937.489 (meters)     3075.75  (feet) ADJUSTED
 PU1075  ______________________________________________________________________
 PU1075  GEOID HEIGHT    -        -16.395 (meters)                     GEOID18
 PU1075  DYNAMIC HEIGHT  -        937.257 (meters)     3074.98  (feet) COMP
 PU1075  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 PU1075
 PU1075  VERT ORDER      -  SECOND    CLASS 0
 PU1075
 PU1075.The horizontal coordinates were scaled from a map and have
 PU1075.an estimated accuracy of +/- 6 seconds.
 PU1075
 PU1075.The orthometric height was determined by differential leveling and
 PU1075.adjusted by the NATIONAL GEODETIC SURVEY
 PU1075.in June 1991.
 PU1075
 PU1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1075.GEOID18 height accuracy estimate available here.
 PU1075
 PU1075.Click photographs - Photos may exist for this station.
 PU1075
 PU1075.The dynamic height is computed by dividing the NAVD 88
 PU1075.geopotential number by the normal gravity value computed on the
 PU1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1075.degrees latitude (g = 980.6199 gals.).
 PU1075
 PU1075.The modeled gravity was interpolated from observed gravity values.
 PU1075
 PU1075;                    North         East    Units  Estimated Accuracy
 PU1075;SPC SD N     -   116,910.      329,270.      MT  (+/- 180 meters Scaled)
 PU1075
 PU1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK244657(NAD 83)
 PU1075
 PU1075                          SUPERSEDED SURVEY CONTROL
 PU1075
 PU1075  NGVD 29 (??/??/92)  937.011  (m)         3074.18   (f) ADJ UNCH    2 0
 PU1075
 PU1075.Superseded values are not recommended for survey control.
 PU1075
 PU1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1075.See file dsdata.pdf to determine how the superseded data were derived.
 PU1075
 PU1075_MARKER: DB = BENCH MARK DISK
 PU1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1075_STAMPING: Q 414 1963
 PU1075_MARK LOGO: CGS
 PU1075_PROJECTION: PROJECTING 21 CENTIMETERS
 PU1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1075+STABILITY: SURFACE MOTION
 PU1075
 PU1075  HISTORY     - Date     Condition        Report By
 PU1075  HISTORY     - 1963     MONUMENTED       CGS
 PU1075
 PU1075                          STATION DESCRIPTION
 PU1075
 PU1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1075'8.2 MI N FROM NEWELL.
 PU1075'ABOUT 8.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1075'SCHOOL AT NEWELL, 98 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1075'3.8 FEET NORTH OF THE NORTH END OF A WIRE GATE, 2.0 FEET WEST
 PU1075'OF A NORTH-SOUTH FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST,
 PU1075'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1075'POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1911 ***********************************************************************
 PU1911  DESIGNATION -  Q 415
 PU1911  PID         -  PU1911
 PU1911  STATE/COUNTY-  SD/BUTTE
 PU1911  COUNTRY     -  US
 PU1911  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1911
 PU1911                         *CURRENT SURVEY CONTROL
 PU1911  ______________________________________________________________________
 PU1911* NAD 83(1986) POSITION- 44 49 16.     (N) 103 30 25.     (W)   SCALED
 PU1911* NAVD 88 ORTHO HEIGHT -   903.867 (meters)     2965.44  (feet) ADJUSTED
 PU1911  ______________________________________________________________________
 PU1911  GEOID HEIGHT    -        -16.262 (meters)                     GEOID18
 PU1911  DYNAMIC HEIGHT  -        903.639 (meters)     2964.69  (feet) COMP
 PU1911  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 PU1911
 PU1911  VERT ORDER      -  SECOND    CLASS 0
 PU1911
 PU1911.The horizontal coordinates were scaled from a map and have
 PU1911.an estimated accuracy of +/- 6 seconds.
 PU1911
 PU1911.The orthometric height was determined by differential leveling and
 PU1911.adjusted by the NATIONAL GEODETIC SURVEY
 PU1911.in June 1991.
 PU1911
 PU1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1911.GEOID18 height accuracy estimate available here.
 PU1911
 PU1911.Click photographs - Photos may exist for this station.
 PU1911
 PU1911.The dynamic height is computed by dividing the NAVD 88
 PU1911.geopotential number by the normal gravity value computed on the
 PU1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1911.degrees latitude (g = 980.6199 gals.).
 PU1911
 PU1911.The modeled gravity was interpolated from observed gravity values.
 PU1911
 PU1911;                    North         East    Units  Estimated Accuracy
 PU1911;SPC SD N     -   115,770.      322,730.      MT  (+/- 180 meters Scaled)
 PU1911
 PU1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK180641(NAD 83)
 PU1911
 PU1911                          SUPERSEDED SURVEY CONTROL
 PU1911
 PU1911  NGVD 29 (??/??/92)  903.386  (m)         2963.86   (f) ADJ UNCH    2 0
 PU1911
 PU1911.Superseded values are not recommended for survey control.
 PU1911
 PU1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1911.See file dsdata.pdf to determine how the superseded data were derived.
 PU1911
 PU1911_MARKER: DB = BENCH MARK DISK
 PU1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1911_STAMPING: Q 415 1963
 PU1911_MARK LOGO: CGS
 PU1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1911+STABILITY: SURFACE MOTION
 PU1911
 PU1911  HISTORY     - Date     Condition        Report By
 PU1911  HISTORY     - 1963     MONUMENTED       CGS
 PU1911
 PU1911                          STATION DESCRIPTION
 PU1911
 PU1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1911'11.2 MI NW FROM NEWELL.
 PU1911'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1911'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRAVELED COUNTY
 PU1911'ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED COUNTY ROAD, 56 FEET
 PU1911'SOUTHEAST OF THE CENTER OF THE T-JUNCTION OF A TRACK ROAD LEADING
 PU1911'EAST, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 30 FEET
 PU1911'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 20.8 FEET
 PU1911'SOUTH OF A FENCE CORNER, 3.0 FEET SOUTHWEST OF THE SOUTH END
 PU1911'OF A WIRE GATE, 3.0 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 PU1911'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1911'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1911'0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1277 ***********************************************************************
 PU1277  DESIGNATION -  Q 416
 PU1277  PID         -  PU1277
 PU1277  STATE/COUNTY-  SD/BUTTE
 PU1277  COUNTRY     -  US
 PU1277  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1277
 PU1277                         *CURRENT SURVEY CONTROL
 PU1277  ______________________________________________________________________
 PU1277* NAD 83(1986) POSITION- 44 53 31.     (N) 103 04 57.     (W)   SCALED
 PU1277* NAVD 88 ORTHO HEIGHT -   861.588 (meters)     2826.73  (feet) ADJUSTED
 PU1277  ______________________________________________________________________
 PU1277  GEOID HEIGHT    -        -17.102 (meters)                     GEOID18
 PU1277  DYNAMIC HEIGHT  -        861.387 (meters)     2826.07  (feet) COMP
 PU1277  MODELED GRAVITY -    980,355.2   (mgal)                       NAVD 88
 PU1277
 PU1277  VERT ORDER      -  FIRST     CLASS II
 PU1277
 PU1277.The horizontal coordinates were scaled from a map and have
 PU1277.an estimated accuracy of +/- 6 seconds.
 PU1277
 PU1277.The orthometric height was determined by differential leveling and
 PU1277.adjusted by the NATIONAL GEODETIC SURVEY
 PU1277.in July 1998.
 PU1277
 PU1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1277.GEOID18 height accuracy estimate available here.
 PU1277
 PU1277.Click photographs - Photos may exist for this station.
 PU1277
 PU1277.The dynamic height is computed by dividing the NAVD 88
 PU1277.geopotential number by the normal gravity value computed on the
 PU1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1277.degrees latitude (g = 980.6199 gals.).
 PU1277
 PU1277.The modeled gravity was interpolated from observed gravity values.
 PU1277
 PU1277;                    North         East    Units  Estimated Accuracy
 PU1277;SPC SD N     -   122,270.      356,570.      MT  (+/- 180 meters Scaled)
 PU1277
 PU1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK514727(NAD 83)
 PU1277
 PU1277                          SUPERSEDED SURVEY CONTROL
 PU1277
 PU1277  NAVD 88 (06/15/91)  861.551  (m)         2826.61   (f) SUPERSEDED  1 2
 PU1277  NGVD 29 (??/??/92)  861.072  (m)         2825.03   (f) ADJ UNCH    1 2
 PU1277
 PU1277.Superseded values are not recommended for survey control.
 PU1277
 PU1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1277.See file dsdata.pdf to determine how the superseded data were derived.
 PU1277
 PU1277_MARKER: DB = BENCH MARK DISK
 PU1277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1277_SP_SET: HEADWALL
 PU1277_STAMPING: Q 416 1963
 PU1277_MARK LOGO: CGS
 PU1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1277+STABILITY: SURFACE MOTION
 PU1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1277+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1277
 PU1277  HISTORY     - Date     Condition        Report By
 PU1277  HISTORY     - 1963     MONUMENTED       CGS
 PU1277  HISTORY     - 19951116 GOOD             NGS
 PU1277
 PU1277                          STATION DESCRIPTION
 PU1277
 PU1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1277'21 MI NE FROM NEWELL.
 PU1277'ABOUT 21.0 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1277'HIGH SCHOOL AT NEWELL, SET IN THE TOP OF THE SOUTHWEST END OF
 PU1277'THE SOUTHEAST CONCRETE HEADWALL OF A 10-FOOT CONCRETE CULVERT,
 PU1277'33 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT
 PU1277'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, AND ABOUT 3 FEET
 PU1277'BELOW THE LEVEL OF THE HIGHWAY.
 PU1277
 PU1277                          STATION RECOVERY (1995)
 PU1277
 PU1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1277'20.7 KM (12.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1277'OFFICE IN MUD BUTTE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 PU1277'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER
 PU1277'THE HIGHWAY, 99.0 M (324.8 FT) NORTHEAST OF MILEPOST 60, 7.1 M (23.3
 PU1277'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE
 PU1277'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1330 ***********************************************************************
 PU1330  DESIGNATION -  Q 417
 PU1330  PID         -  PU1330
 PU1330  STATE/COUNTY-  SD/BUTTE
 PU1330  COUNTRY     -  US
 PU1330  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1330
 PU1330                         *CURRENT SURVEY CONTROL
 PU1330  ______________________________________________________________________
 PU1330* NAD 83(1986) POSITION- 44 55 24.     (N) 103 16 52.     (W)   SCALED
 PU1330* NAVD 88 ORTHO HEIGHT -   916.564 (meters)     3007.09  (feet) ADJUSTED
 PU1330  ______________________________________________________________________
 PU1330  GEOID HEIGHT    -        -16.689 (meters)                     GEOID18
 PU1330  DYNAMIC HEIGHT  -        916.345 (meters)     3006.38  (feet) COMP
 PU1330  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 PU1330
 PU1330  VERT ORDER      -  SECOND    CLASS 0
 PU1330
 PU1330.The horizontal coordinates were scaled from a map and have
 PU1330.an estimated accuracy of +/- 6 seconds.
 PU1330
 PU1330.The orthometric height was determined by differential leveling and
 PU1330.adjusted by the NATIONAL GEODETIC SURVEY
 PU1330.in June 1991.
 PU1330
 PU1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1330.GEOID18 height accuracy estimate available here.
 PU1330
 PU1330.Click photographs - Photos may exist for this station.
 PU1330
 PU1330.The dynamic height is computed by dividing the NAVD 88
 PU1330.geopotential number by the normal gravity value computed on the
 PU1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1330.degrees latitude (g = 980.6199 gals.).
 PU1330
 PU1330.The modeled gravity was interpolated from observed gravity values.
 PU1330
 PU1330;                    North         East    Units  Estimated Accuracy
 PU1330;SPC SD N     -   126,370.      341,040.      MT  (+/- 180 meters Scaled)
 PU1330
 PU1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK356758(NAD 83)
 PU1330
 PU1330                          SUPERSEDED SURVEY CONTROL
 PU1330
 PU1330  NGVD 29 (??/??/92)  916.086  (m)         3005.53   (f) ADJ UNCH    2 0
 PU1330
 PU1330.Superseded values are not recommended for survey control.
 PU1330
 PU1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1330.See file dsdata.pdf to determine how the superseded data were derived.
 PU1330
 PU1330_MARKER: DB = BENCH MARK DISK
 PU1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1330_STAMPING: Q 417 1963
 PU1330_MARK LOGO: CGS
 PU1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1330+STABILITY: SURFACE MOTION
 PU1330
 PU1330  HISTORY     - Date     Condition        Report By
 PU1330  HISTORY     - 1963     MONUMENTED       CGS
 PU1330
 PU1330                          STATION DESCRIPTION
 PU1330
 PU1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1330'10 MI SE FROM CASTLE ROCK.
 PU1330'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1330'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED
 PU1330'COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD,
 PU1330'139 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 88 FEET
 PU1330'SOUTH OF THE CENTERLINE OF A ROAD FORMING THE NORTH SIDE OF A
 PU1330'TRIANGLE AT A TRIANGULAR JUNCTION OF ROADS, 16.5 FEET NORTH
 PU1330'OF THE CENTERLINE OF THE ROAD FORMING SOUTH OF THE TRIANGLE,
 PU1330'6.3 FEET EAST OF TELEPHONE POLE NUMBER LS 116-1, 1.5 FEET WEST
 PU1330'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 PU1330'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1330'0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0619 ***********************************************************************
 OT0619  DESIGNATION -  Q 427
 OT0619  PID         -  OT0619
 OT0619  STATE/COUNTY-  SD/FALL RIVER
 OT0619  COUNTRY     -  US
 OT0619  USGS QUAD   -  EDGEMONT (2017)
 OT0619
 OT0619                         *CURRENT SURVEY CONTROL
 OT0619  ______________________________________________________________________
 OT0619* NAD 83(1986) POSITION- 43 18 16.     (N) 103 49 52.     (W)   SCALED
 OT0619* NAVD 88 ORTHO HEIGHT -  1053.604 (meters)     3456.70  (feet) ADJUSTED
 OT0619  ______________________________________________________________________
 OT0619  GEOID HEIGHT    -        -15.065 (meters)                     GEOID18
 OT0619  DYNAMIC HEIGHT  -       1053.169 (meters)     3455.27  (feet) COMP
 OT0619  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 OT0619
 OT0619  VERT ORDER      -  FIRST     CLASS II
 OT0619
 OT0619.The horizontal coordinates were scaled from a map and have
 OT0619.an estimated accuracy of +/- 6 seconds.
 OT0619
 OT0619.The orthometric height was determined by differential leveling and
 OT0619.adjusted by the NATIONAL GEODETIC SURVEY
 OT0619.in June 1991.
 OT0619
 OT0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0619.GEOID18 height accuracy estimate available here.
 OT0619
 OT0619.Click photographs - Photos may exist for this station.
 OT0619
 OT0619.The dynamic height is computed by dividing the NAVD 88
 OT0619.geopotential number by the normal gravity value computed on the
 OT0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0619.degrees latitude (g = 980.6199 gals.).
 OT0619
 OT0619.The modeled gravity was interpolated from observed gravity values.
 OT0619
 OT0619;                    North         East    Units  Estimated Accuracy
 OT0619;SPC SD S     -   113,860.      316,310.      MT  (+/- 180 meters Scaled)
 OT0619
 OT0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH948952(NAD 83)
 OT0619
 OT0619                          SUPERSEDED SURVEY CONTROL
 OT0619
 OT0619.No superseded survey control is available for this station.
 OT0619
 OT0619_MARKER: I = METAL ROD
 OT0619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0619_STAMPING: Q 427 1985
 OT0619_MARK LOGO: NGS
 OT0619_PROJECTION: FLUSH
 OT0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0619+STABILITY: POSITION/ELEVATION WELL
 OT0619_ROD/PIPE-DEPTH: 8.8 meters
 OT0619_SLEEVE-DEPTH  : 6.1 meters
 OT0619
 OT0619  HISTORY     - Date     Condition        Report By
 OT0619  HISTORY     - 1985     MONUMENTED       NGS
 OT0619
 OT0619                          STATION DESCRIPTION
 OT0619
 OT0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0619'IN EDGEMONT.
 OT0619'IN EDGEMONT, IN THE NORTHWEST CORNER OF A STREET AND 6 TH AVENUE, AT
 OT0619'THE SOUTHEAST CORNER OF A VACANT LOT, 10.0 METERS (33 FT) NORTH OF
 OT0619'THE CENTER OF A STREET, 13.4 METERS (44 FT) WEST OF THE CENTER OF 6
 OT0619'TH AVENUE AND 1.2 METERS (4 FT) WEST-NORTHWEST OF A 4 BY 4 INCH
 OT0619'CONCRETE RIGHT OF WAY POST.
 OT0619'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0619'THE MARK IS 0.15 M ABOVE THE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0649 ***********************************************************************
 QS0649  DESIGNATION -  Q 428
 QS0649  PID         -  QS0649
 QS0649  STATE/COUNTY-  SD/CORSON
 QS0649  COUNTRY     -  US
 QS0649  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0649
 QS0649                         *CURRENT SURVEY CONTROL
 QS0649  ______________________________________________________________________
 QS0649* NAD 83(1986) POSITION- 45 30 59.     (N) 101 25 46.     (W)   SCALED
 QS0649* NAVD 88 ORTHO HEIGHT -   691.797 (meters)     2269.67  (feet) ADJUSTED
 QS0649  ______________________________________________________________________
 QS0649  GEOID HEIGHT    -        -20.417 (meters)                     GEOID18
 QS0649  DYNAMIC HEIGHT  -        691.706 (meters)     2269.37  (feet) COMP
 QS0649  MODELED GRAVITY -    980,462.6   (mgal)                       NAVD 88
 QS0649
 QS0649  VERT ORDER      -  FIRST     CLASS II
 QS0649
 QS0649.The horizontal coordinates were scaled from a map and have
 QS0649.an estimated accuracy of +/- 6 seconds.
 QS0649
 QS0649.The orthometric height was determined by differential leveling and
 QS0649.adjusted by the NATIONAL GEODETIC SURVEY
 QS0649.in June 1991.
 QS0649
 QS0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0649.GEOID18 height accuracy estimate available here.
 QS0649
 QS0649.Click photographs - Photos may exist for this station.
 QS0649
 QS0649.The dynamic height is computed by dividing the NAVD 88
 QS0649.geopotential number by the normal gravity value computed on the
 QS0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0649.degrees latitude (g = 980.6199 gals.).
 QS0649
 QS0649.The modeled gravity was interpolated from observed gravity values.
 QS0649
 QS0649;                    North         East    Units  Estimated Accuracy
 QS0649;SPC SD N     -   188,020.      488,320.      MT  (+/- 180 meters Scaled)
 QS0649
 QS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR102431(NAD 83)
 QS0649
 QS0649                          SUPERSEDED SURVEY CONTROL
 QS0649
 QS0649.No superseded survey control is available for this station.
 QS0649
 QS0649_MARKER: I = METAL ROD
 QS0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0649_STAMPING: Q 428 1985
 QS0649_MARK LOGO: NGS
 QS0649_PROJECTION: FLUSH
 QS0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0649_ROD/PIPE-DEPTH: 4.9 meters
 QS0649
 QS0649  HISTORY     - Date     Condition        Report By
 QS0649  HISTORY     - 1985     MONUMENTED       NGS
 QS0649
 QS0649                          STATION DESCRIPTION
 QS0649
 QS0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0649'13.9 KM (8.65 MI) NORTH FROM ISABEL.
 QS0649'13.9 KM (8.6 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0649'ISABEL, AT A WIRE GATE AND A SECTION FENCE LEADING WEST, 30.5 METERS
 QS0649'(100 FT) WEST OF THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) NORTH OF
 QS0649'THE CENTER OF THE WIRE GATE AND A ROAD LEADING WEST AND 0.3 METER (1
 QS0649'FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QS0649'HAD THROUGH A 5-INCH LOGO CAP.
 QS0649'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0649'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0630 ***********************************************************************
 OT0630  DESIGNATION -  Q 429
 OT0630  PID         -  OT0630
 OT0630  STATE/COUNTY-  SD/FALL RIVER
 OT0630  COUNTRY     -  US
 OT0630  USGS QUAD   -  EDGEMONT (2017)
 OT0630
 OT0630                         *CURRENT SURVEY CONTROL
 OT0630  ______________________________________________________________________
 OT0630* NAD 83(1986) POSITION- 43 20 53.     (N) 103 46 48.     (W)   SCALED
 OT0630* NAVD 88 ORTHO HEIGHT -  1085.630 (meters)     3561.77  (feet) ADJUSTED
 OT0630  ______________________________________________________________________
 OT0630  GEOID HEIGHT    -        -15.004 (meters)                     GEOID18
 OT0630  DYNAMIC HEIGHT  -       1085.179 (meters)     3560.29  (feet) COMP
 OT0630  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 OT0630
 OT0630  VERT ORDER      -  FIRST     CLASS II
 OT0630
 OT0630.The horizontal coordinates were scaled from a map and have
 OT0630.an estimated accuracy of +/- 6 seconds.
 OT0630
 OT0630.The orthometric height was determined by differential leveling and
 OT0630.adjusted by the NATIONAL GEODETIC SURVEY
 OT0630.in June 1991.
 OT0630
 OT0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0630.GEOID18 height accuracy estimate available here.
 OT0630
 OT0630.Click photographs - Photos may exist for this station.
 OT0630
 OT0630.The dynamic height is computed by dividing the NAVD 88
 OT0630.geopotential number by the normal gravity value computed on the
 OT0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0630.degrees latitude (g = 980.6199 gals.).
 OT0630
 OT0630.The modeled gravity was interpolated from observed gravity values.
 OT0630
 OT0630;                    North         East    Units  Estimated Accuracy
 OT0630;SPC SD S     -   118,520.      320,650.      MT  (+/- 180 meters Scaled)
 OT0630
 OT0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ988001(NAD 83)
 OT0630
 OT0630                          SUPERSEDED SURVEY CONTROL
 OT0630
 OT0630.No superseded survey control is available for this station.
 OT0630
 OT0630_MARKER: DV = VERTICAL CONTROL DISK
 OT0630_SETTING: 66 = SET IN ROCK OUTCROP
 OT0630_STAMPING: Q 429 1985
 OT0630_MARK LOGO: NGS
 OT0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0630+STABILITY: POSITION/ELEVATION WELL
 OT0630
 OT0630  HISTORY     - Date     Condition        Report By
 OT0630  HISTORY     - 1985     MONUMENTED       NGS
 OT0630
 OT0630                          STATION DESCRIPTION
 OT0630
 OT0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0630'5.6 KM (3.5 MI) NE FROM EDGEMONT.
 OT0630'5.65 KM (3.55 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0630'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0630'TOP OF AND 0.6 METER (2 FT) WEST OF THE EAST EDGE OF A 4- BY 5-FOOT
 OT0630'PORTION OF SANDSTONE OUTCROP PROJECTING 4 INCHES ABOVE THE SURFACE OF
 OT0630'THE GROUND, 0.25 KM (0.15 MI) NORTH OF MILEPOST 16, 32.6 METERS (107
 OT0630'FT) EAST OF THE HIGHWAY CENTERLINE, 37.5 METERS (123 FT) SOUTH OF THE
 OT0630'SOUTH END OF A WIRE GATE, 1.7 METERS (5.5 FT) WEST OF THE RIGHT-OF-WAY
 OT0630'FENCE AND 0.6 METER (2 FT) SOUTH OF THE NORTH END OF THE OUTCROP.
 OT0630'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OT0630'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0659 ***********************************************************************
 OT0659  DESIGNATION -  Q 430
 OT0659  PID         -  OT0659
 OT0659  STATE/COUNTY-  SD/CUSTER
 OT0659  COUNTRY     -  US
 OT0659  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0659
 OT0659                         *CURRENT SURVEY CONTROL
 OT0659  ______________________________________________________________________
 OT0659* NAD 83(1986) POSITION- 43 34 44.     (N) 103 18 14.     (W)   SCALED
 OT0659* NAVD 88 ORTHO HEIGHT -  1042.376 (meters)     3419.86  (feet) ADJUSTED
 OT0659  ______________________________________________________________________
 OT0659  GEOID HEIGHT    -        -15.871 (meters)                     GEOID18
 OT0659  DYNAMIC HEIGHT  -       1041.960 (meters)     3418.50  (feet) COMP
 OT0659  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 OT0659
 OT0659  VERT ORDER      -  FIRST     CLASS II
 OT0659
 OT0659.The horizontal coordinates were scaled from a map and have
 OT0659.an estimated accuracy of +/- 6 seconds.
 OT0659
 OT0659.The orthometric height was determined by differential leveling and
 OT0659.adjusted by the NATIONAL GEODETIC SURVEY
 OT0659.in June 1991.
 OT0659
 OT0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0659.GEOID18 height accuracy estimate available here.
 OT0659
 OT0659.Click photographs - Photos may exist for this station.
 OT0659
 OT0659.The dynamic height is computed by dividing the NAVD 88
 OT0659.geopotential number by the normal gravity value computed on the
 OT0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0659.degrees latitude (g = 980.6199 gals.).
 OT0659
 OT0659.The modeled gravity was interpolated from observed gravity values.
 OT0659
 OT0659;                    North         East    Units  Estimated Accuracy
 OT0659;SPC SD S     -   142,660.      360,140.      MT  (+/- 180 meters Scaled)
 OT0659
 OT0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ369265(NAD 83)
 OT0659
 OT0659                          SUPERSEDED SURVEY CONTROL
 OT0659
 OT0659.No superseded survey control is available for this station.
 OT0659
 OT0659_MARKER: I = METAL ROD
 OT0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0659_STAMPING: Q 430 1985
 OT0659_MARK LOGO: NGS
 OT0659_PROJECTION: FLUSH
 OT0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0659_ROD/PIPE-DEPTH: 5.2 meters
 OT0659
 OT0659  HISTORY     - Date     Condition        Report By
 OT0659  HISTORY     - 1985     MONUMENTED       NGS
 OT0659
 OT0659                          STATION DESCRIPTION
 OT0659
 OT0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0659'32.3 KM (20.1 MI) SOUTH FROM HERMOSA.
 OT0659'32.35 KM (20.1 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0659'STATE HIGHWAY 40 EAST AT HERMOSA, 3.3 KM (2.05 MI) SOUTH OF THE
 OT0659'CROSSING OF LAME JOHNNY CREEK, 0.73 KM(0.45 MI) NORTH OF MILEPOST 40,
 OT0659'30.3 METERS (99.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 29.9 METERS
 OT0659'(98 FT) WEST OF THE NORTHWEST END OF A 18-INCH CONCRETE PIPE CULVERT,
 OT0659'2.7 METERS (9 FT) NORTHEAST OF THE NORTHEAST END OF THE NORTHEAST ONE
 OT0659'OF TWO WIRE GATES AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 OT0659'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0659'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OT0659'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0685 ***********************************************************************
 OT0685  DESIGNATION -  Q 431
 OT0685  PID         -  OT0685
 OT0685  STATE/COUNTY-  SD/PENNINGTON
 OT0685  COUNTRY     -  US
 OT0685  USGS QUAD   -  HERMOSA NW (2017)
 OT0685
 OT0685                         *CURRENT SURVEY CONTROL
 OT0685  ______________________________________________________________________
 OT0685* NAD 83(1986) POSITION- 43 59 55.     (N) 103 10 51.     (W)   SCALED
 OT0685* NAVD 88 ORTHO HEIGHT -  1009.042 (meters)     3310.50  (feet) ADJUSTED
 OT0685  ______________________________________________________________________
 OT0685  GEOID HEIGHT    -        -16.129 (meters)                     GEOID18
 OT0685  DYNAMIC HEIGHT  -       1008.679 (meters)     3309.31  (feet) COMP
 OT0685  MODELED GRAVITY -    980,224.7   (mgal)                       NAVD 88
 OT0685
 OT0685  VERT ORDER      -  FIRST     CLASS II
 OT0685
 OT0685.The horizontal coordinates were scaled from a map and have
 OT0685.an estimated accuracy of +/- 6 seconds.
 OT0685
 OT0685.The orthometric height was determined by differential leveling and
 OT0685.adjusted by the NATIONAL GEODETIC SURVEY
 OT0685.in June 1991.
 OT0685
 OT0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0685.GEOID18 height accuracy estimate available here.
 OT0685
 OT0685.Click photographs - Photos may exist for this station.
 OT0685
 OT0685.The dynamic height is computed by dividing the NAVD 88
 OT0685.geopotential number by the normal gravity value computed on the
 OT0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0685.degrees latitude (g = 980.6199 gals.).
 OT0685
 OT0685.The modeled gravity was interpolated from observed gravity values.
 OT0685
 OT0685;                    North         East    Units  Estimated Accuracy
 OT0685;SPC SD S     -   188,920.      371,670.      MT  (+/- 180 meters Scaled)
 OT0685
 OT0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ458733(NAD 83)
 OT0685
 OT0685                          SUPERSEDED SURVEY CONTROL
 OT0685
 OT0685.No superseded survey control is available for this station.
 OT0685
 OT0685_MARKER: I = METAL ROD
 OT0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0685_STAMPING: Q 431 1985
 OT0685_MARK LOGO: NGS
 OT0685_PROJECTION: FLUSH
 OT0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0685_ROD/PIPE-DEPTH: 3.3 meters
 OT0685
 OT0685  HISTORY     - Date     Condition        Report By
 OT0685  HISTORY     - 1985     MONUMENTED       NGS
 OT0685  HISTORY     - 20120312 MARK NOT FOUND   INDIV
 OT0685
 OT0685                          STATION DESCRIPTION
 OT0685
 OT0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0685'9.5 KM (5.9 MI) SOUTH FROM RAPID CITY.
 OT0685'9.5 KM (5.95 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 OT0685'RAPID CITY, 0.57 KM (0.35 MI) SOUTH OF MILEPOST 72, 0.5 KM (0.3 MI)
 OT0685'SOUTH OF THE CROSSING OF DRY CREEK, 30.0 METERS (98.5 FT) WEST OF THE
 OT0685'HIGHWAY CENTERLINE, 13.1 METERS (43 FT) SOUTH OF THE 2ND POWER POLE
 OT0685'NORTH OF A GAS LINE CROSSING, 9.0 METERS (29.5 FT) NORTH OF THE NORTH
 OT0685'END OF A WIRE GATE AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY
 OT0685'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0685'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0685
 OT0685                          STATION RECOVERY (2012)
 OT0685
 OT0685'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0685'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0908 ***********************************************************************
 PT0908  DESIGNATION -  Q 432
 PT0908  PID         -  PT0908
 PT0908  STATE/COUNTY-  SD/HAAKON
 PT0908  COUNTRY     -  US
 PT0908  USGS QUAD   -  MIDLAND NW (2017)
 PT0908
 PT0908                         *CURRENT SURVEY CONTROL
 PT0908  ______________________________________________________________________
 PT0908* NAD 83(1986) POSITION- 44 08 01.     (N) 101 07 57.     (W)   SCALED
 PT0908* NAVD 88 ORTHO HEIGHT -   638.395 (meters)     2094.47  (feet) ADJUSTED
 PT0908  ______________________________________________________________________
 PT0908  GEOID HEIGHT    -        -22.801 (meters)                     GEOID18
 PT0908  DYNAMIC HEIGHT  -        638.215 (meters)     2093.88  (feet) COMP
 PT0908  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 PT0908
 PT0908  VERT ORDER      -  FIRST     CLASS II
 PT0908
 PT0908.The horizontal coordinates were scaled from a map and have
 PT0908.an estimated accuracy of +/- 6 seconds.
 PT0908
 PT0908.The orthometric height was determined by differential leveling and
 PT0908.adjusted by the NATIONAL GEODETIC SURVEY
 PT0908.in June 1991.
 PT0908
 PT0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0908.GEOID18 height accuracy estimate available here.
 PT0908
 PT0908.Click photographs - Photos may exist for this station.
 PT0908
 PT0908.The dynamic height is computed by dividing the NAVD 88
 PT0908.geopotential number by the normal gravity value computed on the
 PT0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0908.degrees latitude (g = 980.6199 gals.).
 PT0908
 PT0908.The modeled gravity was interpolated from observed gravity values.
 PT0908
 PT0908;                    North         East    Units  Estimated Accuracy
 PT0908;SPC SD S     -   200,310.      536,050.      MT  (+/- 180 meters Scaled)
 PT0908
 PT0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP294889(NAD 83)
 PT0908
 PT0908                          SUPERSEDED SURVEY CONTROL
 PT0908
 PT0908.No superseded survey control is available for this station.
 PT0908
 PT0908_MARKER: I = METAL ROD
 PT0908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0908_STAMPING: Q 432 1985
 PT0908_MARK LOGO: NGS
 PT0908_PROJECTION: FLUSH
 PT0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0908+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0908_ROD/PIPE-DEPTH: 6.7 meters
 PT0908
 PT0908  HISTORY     - Date     Condition        Report By
 PT0908  HISTORY     - 1985     MONUMENTED       NGS
 PT0908  HISTORY     - 20120605 GOOD             INDIV
 PT0908
 PT0908                          STATION DESCRIPTION
 PT0908
 PT0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0908'8.3 KM (5.15 MI) NORTH FROM MIDLAND.
 PT0908'8.28 KM (5.15 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM
 PT0908'THEIR JUNCTION AT MIDLAND, IN THE SOUTHEAST CORNER OF THE T JUNCTION
 PT0908'OF A FIELD ACCESS ROAD, 0.75 KM (0.47 MI) NORTH OF A BRIDGE OVER LONE
 PT0908'TREE CREEK, 0.80 KM (0.50 MI) SOUTH OF MILEPOST 174, 30.2 METERS (99
 PT0908'FT) EAST OF THE HIGHWAY CENTERLINE, 7.9 METERS (26 FT) SOUTH OF THE
 PT0908'CENTER OF THE FIELD ROAD AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 PT0908'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0908'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0908'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0908
 PT0908                          STATION RECOVERY (2012)
 PT0908
 PT0908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0948 ***********************************************************************
 PT0948  DESIGNATION -  Q 433
 PT0948  PID         -  PT0948
 PT0948  STATE/COUNTY-  SD/HAAKON
 PT0948  COUNTRY     -  US
 PT0948  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0948
 PT0948                         *CURRENT SURVEY CONTROL
 PT0948  ______________________________________________________________________
 PT0948* NAD 83(1986) POSITION- 44 40 45.     (N) 101 14 46.     (W)   SCALED
 PT0948* NAVD 88 ORTHO HEIGHT -   578.361 (meters)     1897.51  (feet) ADJUSTED
 PT0948  ______________________________________________________________________
 PT0948  GEOID HEIGHT    -        -21.808 (meters)                     GEOID18
 PT0948  DYNAMIC HEIGHT  -        578.245 (meters)     1897.13  (feet) COMP
 PT0948  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 PT0948
 PT0948  VERT ORDER      -  FIRST     CLASS II
 PT0948
 PT0948.The horizontal coordinates were scaled from a map and have
 PT0948.an estimated accuracy of +/- 6 seconds.
 PT0948
 PT0948.The orthometric height was determined by differential leveling and
 PT0948.adjusted by the NATIONAL GEODETIC SURVEY
 PT0948.in June 1991.
 PT0948
 PT0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0948.GEOID18 height accuracy estimate available here.
 PT0948
 PT0948.Click photographs - Photos may exist for this station.
 PT0948
 PT0948.The dynamic height is computed by dividing the NAVD 88
 PT0948.geopotential number by the normal gravity value computed on the
 PT0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0948.degrees latitude (g = 980.6199 gals.).
 PT0948
 PT0948.The modeled gravity was interpolated from observed gravity values.
 PT0948
 PT0948;                    North         East    Units  Estimated Accuracy
 PT0948;SPC SD S     -   261,020.      527,630.      MT  (+/- 180 meters Scaled)
 PT0948
 PT0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ219497(NAD 83)
 PT0948
 PT0948                          SUPERSEDED SURVEY CONTROL
 PT0948
 PT0948.No superseded survey control is available for this station.
 PT0948
 PT0948_MARKER: I = METAL ROD
 PT0948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0948_STAMPING: Q 433 1985
 PT0948_MARK LOGO: NGS
 PT0948_PROJECTION: FLUSH
 PT0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0948_ROD/PIPE-DEPTH: 9.1 meters
 PT0948
 PT0948  HISTORY     - Date     Condition        Report By
 PT0948  HISTORY     - 1985     MONUMENTED       NGS
 PT0948
 PT0948                          STATION DESCRIPTION
 PT0948
 PT0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0948'43.7 KM (27.15 MI) SOUTH FROM EAGLE BUTTE.
 PT0948'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0948'STREET AT EAGLE BUTTE, THENCE 36.85 KM (22.90 MI) SOUTH ALONG STATE
 PT0948'HIGHWAY 63, THENCE 3.36 KM (2.09 MI) SOUTHWEST ALONG A GRAVEL ROAD, IN
 PT0948'THE NORTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING WEST
 PT0948'INTO THE CHEYENNE RIVER VALLEY, 11.6 METERS (38 FT) WEST OF THE CENTER
 PT0948'OF THE ROAD, 15.8 METERS (52 FT) NORTH OF THE CENTER OF THE ROAD
 PT0948'LEADING WEST, 35.1 METERS (115 FT) WEST-SOUTHWEST OF THE NORTHWEST
 PT0948'CORNER OF A FENCED ENCLOSURE FOR STORING HAY AND 0.3 METER (1 FT) EAST
 PT0948'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PT0948'CAP.
 PT0948'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0948'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0583 ***********************************************************************
 QS0583  DESIGNATION -  Q 434
 QS0583  PID         -  QS0583
 QS0583  STATE/COUNTY-  SD/DEWEY
 QS0583  COUNTRY     -  US
 QS0583  USGS QUAD   -  LANTRY SE (2017)
 QS0583
 QS0583                         *CURRENT SURVEY CONTROL
 QS0583  ______________________________________________________________________
 QS0583* NAD 83(1986) POSITION- 45 00 28.     (N) 101 18 01.     (W)   SCALED
 QS0583* NAVD 88 ORTHO HEIGHT -   731.882 (meters)     2401.18  (feet) ADJUSTED
 QS0583  ______________________________________________________________________
 QS0583  GEOID HEIGHT    -        -21.103 (meters)                     GEOID18
 QS0583  DYNAMIC HEIGHT  -        731.745 (meters)     2400.73  (feet) COMP
 QS0583  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 QS0583
 QS0583  VERT ORDER      -  FIRST     CLASS II
 QS0583
 QS0583.The horizontal coordinates were scaled from a map and have
 QS0583.an estimated accuracy of +/- 6 seconds.
 QS0583
 QS0583.The orthometric height was determined by differential leveling and
 QS0583.adjusted by the NATIONAL GEODETIC SURVEY
 QS0583.in June 1991.
 QS0583
 QS0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0583.GEOID18 height accuracy estimate available here.
 QS0583
 QS0583.Click photographs - Photos may exist for this station.
 QS0583
 QS0583.The dynamic height is computed by dividing the NAVD 88
 QS0583.geopotential number by the normal gravity value computed on the
 QS0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0583.degrees latitude (g = 980.6199 gals.).
 QS0583
 QS0583.The modeled gravity was interpolated from observed gravity values.
 QS0583
 QS0583;                    North         East    Units  Estimated Accuracy
 QS0583;SPC SD N     -   131,330.      497,500.      MT  (+/- 180 meters Scaled)
 QS0583
 QS0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ187863(NAD 83)
 QS0583
 QS0583                          SUPERSEDED SURVEY CONTROL
 QS0583
 QS0583.No superseded survey control is available for this station.
 QS0583
 QS0583_MARKER: I = METAL ROD
 QS0583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0583_STAMPING: Q 434 1985
 QS0583_MARK LOGO: NGS
 QS0583_PROJECTION: FLUSH
 QS0583_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0583+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 QS0583_ROD/PIPE-DEPTH: 4.6 meters
 QS0583
 QS0583  HISTORY     - Date     Condition        Report By
 QS0583  HISTORY     - 1985     MONUMENTED       NGS
 QS0583  HISTORY     - 19960425 GOOD             NGS
 QS0583  HISTORY     - 20120711 GOOD             INDIV
 QS0583
 QS0583                          STATION DESCRIPTION
 QS0583
 QS0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0583'5.1 KM (3.15 MI) WEST FROM EAGLE BUTTE.
 QS0583'5.12 KM (3.18 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0583'STREET AT EAGLE BUTTE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 QS0583'GRAVEL ROAD, 1.63 KM (1.01 MI) WEST OF THE T JUNCTION OF STATE HIGHWAY
 QS0583'63 LEADING SOUTH, 22.3 METERS (73 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 QS0583'12.2 METERS (40 FT) WEST OF THE CENTER OF THE ROAD, 32.3 METERS
 QS0583'(106 FT) SOUTHWEST OF MILEPOST 152, 0.9 METER (3 FT) WEST OF A POWER
 QS0583'POLE AT THE SOUTH END OF A POWER LINE CROSSING, 0.5 MET (1.8 FT) WEST
 QS0583'OF THE NORTHEAST CORNER OF A BRACED ANGLE IRON POST IN THE
 QS0583'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY
 QS0583'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0583'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0583'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0583
 QS0583                          STATION RECOVERY (1996)
 QS0583
 QS0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0583'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0583'MAIN STREET IN EAGLE BUTTE, 32.3 M (106.0 FT) SOUTHWEST OF MILEPOST
 QS0583'152, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.2 M (40.0
 QS0583'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE
 QS0583'LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) WEST OF A UTILITY POLE, 0.5 M
 QS0583'(1.6 FT) WEST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A FENCE, AND
 QS0583'0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 QS0583'POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0583
 QS0583                          STATION RECOVERY (2012)
 QS0583
 QS0583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0583'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0710 ***********************************************************************
 OT0710  DESIGNATION -  Q 435
 OT0710  PID         -  OT0710
 OT0710  STATE/COUNTY-  SD/PENNINGTON
 OT0710  COUNTRY     -  US
 OT0710  USGS QUAD   -  SCENIC (2017)
 OT0710
 OT0710                         *CURRENT SURVEY CONTROL
 OT0710  ______________________________________________________________________
 OT0710* NAD 83(1986) POSITION- 43 45 28.58   (N) 102 30 31.51   (W)   HD_HELD1
 OT0710* NAVD 88 ORTHO HEIGHT -   859.824 (meters)     2820.94  (feet) ADJUSTED
 OT0710  ______________________________________________________________________
 OT0710  GEOID HEIGHT    -        -18.278 (meters)                     GEOID18
 OT0710  DYNAMIC HEIGHT  -        859.540 (meters)     2820.01  (feet) COMP
 OT0710  MODELED GRAVITY -    980,259.6   (mgal)                       NAVD 88
 OT0710
 OT0710  VERT ORDER      -  FIRST     CLASS II
 OT0710
 OT0710.The horizontal coordinates were determined by differentially corrected
 OT0710.hand held GPS observations or other comparable positioning techniques
 OT0710.and have an estimated accuracy of +/- 3 meters.
 OT0710
 OT0710.The orthometric height was determined by differential leveling and
 OT0710.adjusted by the NATIONAL GEODETIC SURVEY
 OT0710.in June 1991.
 OT0710
 OT0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0710.GEOID18 height accuracy estimate available here.
 OT0710
 OT0710.Click photographs - Photos may exist for this station.
 OT0710
 OT0710.The dynamic height is computed by dividing the NAVD 88
 OT0710.geopotential number by the normal gravity value computed on the
 OT0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0710.degrees latitude (g = 980.6199 gals.).
 OT0710
 OT0710.The modeled gravity was interpolated from observed gravity values.
 OT0710
 OT0710;                    North         East    Units  Estimated Accuracy
 OT0710;SPC SD S     -   160,555.7     424,845.9     MT  (+/- 3 meters HH1 GPS) 
 OT0710
 OT0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0054648004(NAD 83)
 OT0710
 OT0710                          SUPERSEDED SURVEY CONTROL
 OT0710
 OT0710.No superseded survey control is available for this station.
 OT0710
 OT0710_MARKER: I = METAL ROD
 OT0710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0710+WITH SETTING: INFORMATION.
 OT0710_STAMPING: Q 435 1985
 OT0710_MARK LOGO: NGS
 OT0710_PROJECTION: FLUSH
 OT0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0710_ROD/PIPE-DEPTH: 2.7 meters
 OT0710
 OT0710  HISTORY     - Date     Condition        Report By
 OT0710  HISTORY     - 1985     MONUMENTED       NGS
 OT0710
 OT0710                          STATION DESCRIPTION
 OT0710
 OT0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0710'5.9 KM (3.65 MI) SE FROM SCENIC.
 OT0710'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0710'IN SCENIC, THENCE 5.2 KM (3.25 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0710'ON A FLAT AT THE SOUTHEAST END OF A CURVE, 0.7 KM (0.45 MI) NORTHWEST
 OT0710'OF MILEPOST 91, 32.9 METERS (108 FT) SOUTHWEST OF THE HIGHWAY
 OT0710'CENTERLINE, 35.2 METERS (115.5 FT) SOUTH OF THE SOUTHWEST END OF A
 OT0710'24-INCH METAL PIPE CULVERT AND 25.9 METERS (85 FT) SOUTHEAST OF THE
 OT0710'NORTHWEST EDGE OF THE FLAT.  NOTE--ACCESS TO DATUM POINT IS HAD
 OT0710'THROUGH A 5-INCH LOGO CAP.  ROD SET TO ANCHORED REFUSAL.
 OT0710'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OT0710'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0634 ***********************************************************************
 OS0634  DESIGNATION -  Q 436
 OS0634  PID         -  OS0634
 OS0634  STATE/COUNTY-  SD/JACKSON
 OS0634  COUNTRY     -  US
 OS0634  USGS QUAD   -  BELVIDERE (2017)
 OS0634
 OS0634                         *CURRENT SURVEY CONTROL
 OS0634  ______________________________________________________________________
 OS0634* NAD 83(1986) POSITION- 43 50 20.     (N) 101 20 37.     (W)   SCALED
 OS0634* NAVD 88 ORTHO HEIGHT -   751.746 (meters)     2466.35  (feet) ADJUSTED
 OS0634  ______________________________________________________________________
 OS0634  GEOID HEIGHT    -        -22.248 (meters)                     GEOID18
 OS0634  DYNAMIC HEIGHT  -        751.500 (meters)     2465.55  (feet) COMP
 OS0634  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 OS0634
 OS0634  VERT ORDER      -  FIRST     CLASS II
 OS0634
 OS0634.The horizontal coordinates were scaled from a map and have
 OS0634.an estimated accuracy of +/- 6 seconds.
 OS0634
 OS0634.The orthometric height was determined by differential leveling and
 OS0634.adjusted by the NATIONAL GEODETIC SURVEY
 OS0634.in June 1991.
 OS0634
 OS0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0634.GEOID18 height accuracy estimate available here.
 OS0634
 OS0634.Click photographs - Photos may exist for this station.
 OS0634
 OS0634.The dynamic height is computed by dividing the NAVD 88
 OS0634.geopotential number by the normal gravity value computed on the
 OS0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0634.degrees latitude (g = 980.6199 gals.).
 OS0634
 OS0634.The modeled gravity was interpolated from observed gravity values.
 OS0634
 OS0634;                    North         East    Units  Estimated Accuracy
 OS0634;SPC SD S     -   167,750.      518,760.      MT  (+/- 180 meters Scaled)
 OS0634
 OS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP115566(NAD 83)
 OS0634
 OS0634                          SUPERSEDED SURVEY CONTROL
 OS0634
 OS0634.No superseded survey control is available for this station.
 OS0634
 OS0634_MARKER: I = METAL ROD
 OS0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0634_STAMPING: Q 436 1985
 OS0634_MARK LOGO: NGS
 OS0634_PROJECTION: FLUSH
 OS0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0634+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0634_ROD/PIPE-DEPTH: 4.8 meters
 OS0634
 OS0634  HISTORY     - Date     Condition        Report By
 OS0634  HISTORY     - 1985     MONUMENTED       NGS
 OS0634  HISTORY     - 20130118 GOOD             INDIV
 OS0634
 OS0634                          STATION DESCRIPTION
 OS0634
 OS0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0634'6.5 KM (4.05 MI) WEST FROM BELVIDERE.
 OS0634'0.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0634'BELVIDERE, THENCE 5.85 KM (3.65 MI) WEST ALONG OLD US HIGHWAY 16, IN
 OS0634'THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH,
 OS0634'31.1 METERS (102 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.2 METERS
 OS0634'(46.5 FT) WEST OF THE CENTER OF THE ROAD, 1.7 METERS (5.5 FT) WEST OF
 OS0634'A FENCE CORNER, 1.3 METERS (4.5 FT) WEST OF THE NORTH POLE OF A POWER
 OS0634'LINE CROSSING THE HIGHWAY AND 0.3 METER (1 FT) SOUTH OF THE
 OS0634'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OS0634'5-INCH LOGO CAP.
 OS0634'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0634'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 OS0634
 OS0634                          STATION RECOVERY (2013)
 OS0634
 OS0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0609 ***********************************************************************
 QS0609  DESIGNATION -  Q 438
 QS0609  PID         -  QS0609
 QS0609  STATE/COUNTY-  SD/ZIEBACH
 QS0609  COUNTRY     -  US
 QS0609  USGS QUAD   -  ISABEL SW (2017)
 QS0609
 QS0609                         *CURRENT SURVEY CONTROL
 QS0609  ______________________________________________________________________
 QS0609* NAD 83(1986) POSITION- 45 15 54.     (N) 101 29 12.     (W)   SCALED
 QS0609* NAVD 88 ORTHO HEIGHT -   707.484 (meters)     2321.14  (feet) ADJUSTED
 QS0609  ______________________________________________________________________
 QS0609  GEOID HEIGHT    -        -20.638 (meters)                     GEOID18
 QS0609  DYNAMIC HEIGHT  -        707.365 (meters)     2320.75  (feet) COMP
 QS0609  MODELED GRAVITY -    980,424.6   (mgal)                       NAVD 88
 QS0609
 QS0609  VERT ORDER      -  FIRST     CLASS II
 QS0609
 QS0609.The horizontal coordinates were scaled from a map and have
 QS0609.an estimated accuracy of +/- 6 seconds.
 QS0609
 QS0609.The orthometric height was determined by differential leveling and
 QS0609.adjusted by the NATIONAL GEODETIC SURVEY
 QS0609.in June 1991.
 QS0609
 QS0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0609.GEOID18 height accuracy estimate available here.
 QS0609
 QS0609.Click photographs - Photos may exist for this station.
 QS0609
 QS0609.The dynamic height is computed by dividing the NAVD 88
 QS0609.geopotential number by the normal gravity value computed on the
 QS0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0609.degrees latitude (g = 980.6199 gals.).
 QS0609
 QS0609.The modeled gravity was interpolated from observed gravity values.
 QS0609
 QS0609;                    North         East    Units  Estimated Accuracy
 QS0609;SPC SD N     -   160,160.      483,340.      MT  (+/- 180 meters Scaled)
 QS0609
 QS0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR049153(NAD 83)
 QS0609
 QS0609                          SUPERSEDED SURVEY CONTROL
 QS0609
 QS0609.No superseded survey control is available for this station.
 QS0609
 QS0609_MARKER: I = METAL ROD
 QS0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0609_STAMPING: Q 438 1985
 QS0609_MARK LOGO: NGS
 QS0609_PROJECTION: FLUSH
 QS0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0609_ROD/PIPE-DEPTH: 4.9 meters
 QS0609
 QS0609  HISTORY     - Date     Condition        Report By
 QS0609  HISTORY     - 1985     MONUMENTED       NGS
 QS0609  HISTORY     - 20120731 POOR             INDIV
 QS0609
 QS0609                          STATION DESCRIPTION
 QS0609
 QS0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0609'18.6 KM (11.55 MI) SOUTH FROM ISABEL.
 QS0609'18.63 KM (11.58 KM ) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0609'AT ISABEL, IN TOP OF A RISE IN THE HIGHWAY, 1.05 KM (0.65 MI) NORTH OF
 QS0609'THE T JUNCTION OF A GRAVEL DRIVE LEADING WEST TO A RANCH HOUSE, 0.80
 QS0609'KM (0.50 MI) NORTH OF MILEPOST 181, 10.7 METERS (35 FT) WEST OF THE
 QS0609'HIGHWAY CENTERLINE, 74.4 METERS (244 FT) SOUTH OF THE CENTER OF A
 QS0609'DOUBLE WOODEN POST BRACE IN THE RIGHT-OF-WAY FENCE, 1.1 METERS (3.6
 QS0609'FT) SOUTH OF A 4- BY 4-INCH YELLOW WOOD POST AND 0.2 METER (0.6 FT)
 QS0609'EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 QS0609'THROUGH A 5-INCH LOGO CAP.
 QS0609'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0609
 QS0609                          STATION RECOVERY (2012)
 QS0609
 QS0609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0609'COVER DISLODGED. CONCRETE BROKEN. PVC PIPE BROKEN. LID MISSING. POST
 QS0609'STILL IN GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0050 ***********************************************************************
 OR0050  DESIGNATION -  Q 44
 OR0050  PID         -  OR0050
 OR0050  STATE/COUNTY-  SD/SANBORN
 OR0050  COUNTRY     -  US
 OR0050  USGS QUAD   -  LETCHER (2017)
 OR0050
 OR0050                         *CURRENT SURVEY CONTROL
 OR0050  ______________________________________________________________________
 OR0050* NAD 83(1986) POSITION- 43 59 48.     (N) 098 14 24.     (W)   SCALED
 OR0050* NAVD 88 ORTHO HEIGHT -   397.366 (meters)     1303.69  (feet) ADJUSTED
 OR0050  ______________________________________________________________________
 OR0050  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 OR0050  DYNAMIC HEIGHT  -        397.282 (meters)     1303.42  (feet) COMP
 OR0050  MODELED GRAVITY -    980,395.7   (mgal)                       NAVD 88
 OR0050
 OR0050  VERT ORDER      -  FIRST     CLASS II
 OR0050
 OR0050.The horizontal coordinates were scaled from a map and have
 OR0050.an estimated accuracy of +/- 6 seconds.
 OR0050
 OR0050.The orthometric height was determined by differential leveling and
 OR0050.adjusted by the NATIONAL GEODETIC SURVEY
 OR0050.in June 1991.
 OR0050
 OR0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0050.GEOID18 height accuracy estimate available here.
 OR0050
 OR0050.Click photographs - Photos may exist for this station.
 OR0050
 OR0050.The dynamic height is computed by dividing the NAVD 88
 OR0050.geopotential number by the normal gravity value computed on the
 OR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0050.degrees latitude (g = 980.6199 gals.).
 OR0050
 OR0050.The modeled gravity was interpolated from observed gravity values.
 OR0050
 OR0050;                    North         East    Units  Estimated Accuracy
 OR0050;SPC SD S     -   186,900.      767,880.      MT  (+/- 180 meters Scaled)
 OR0050
 OR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP609717(NAD 83)
 OR0050
 OR0050                          SUPERSEDED SURVEY CONTROL
 OR0050
 OR0050  NGVD 29 (??/??/92)  397.070  (m)         1302.72   (f) ADJ UNCH    1 2
 OR0050
 OR0050.Superseded values are not recommended for survey control.
 OR0050
 OR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0050.See file dsdata.pdf to determine how the superseded data were derived.
 OR0050
 OR0050_MARKER: DB = BENCH MARK DISK
 OR0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0050_STAMPING: Q 44 1934
 OR0050_MARK LOGO: CGS
 OR0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0050+STABILITY: SURFACE MOTION
 OR0050
 OR0050  HISTORY     - Date     Condition        Report By
 OR0050  HISTORY     - 1934     MONUMENTED       CGS
 OR0050  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 OR0050
 OR0050                          STATION DESCRIPTION
 OR0050
 OR0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0050'2 MI N FROM CUTHBERT.
 OR0050'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0050'PACIFIC RAILROAD FROM THE STATION AT CUTHBERT, SANBORN COUNTY,
 OR0050'ABOUT 8 POLES SOUTH OF MILEPOST 24, ABOUT 1 POLE NORTH OF A
 OR0050'ROAD CROSSING, 42 FEET EAST OF THE CENTER LINE OF THE TRACK,
 OR0050'AND 3 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED Q 44 1934
 OR0050'AND SET IN THE TOP OF A CONCRETE POST.
 OR0050
 OR0050                          STATION RECOVERY (2012)
 OR0050
 OR0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0961 ***********************************************************************
 OQ0961  DESIGNATION -  Q 447
 OQ0961  PID         -  OQ0961
 OQ0961  STATE/COUNTY-  SD/LINCOLN
 OQ0961  COUNTRY     -  US
 OQ0961  USGS QUAD   -  BERESFORD NE (2017)
 OQ0961
 OQ0961                         *CURRENT SURVEY CONTROL
 OQ0961  ______________________________________________________________________
 OQ0961* NAD 83(1986) POSITION- 43 09 23.     (N) 096 47 42.     (W)   SCALED
 OQ0961* NAVD 88 ORTHO HEIGHT -   442.232 (meters)     1450.89  (feet) ADJUSTED
 OQ0961  ______________________________________________________________________
 OQ0961  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 OQ0961  DYNAMIC HEIGHT  -        442.101 (meters)     1450.46  (feet) COMP
 OQ0961  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 OQ0961
 OQ0961  VERT ORDER      -  FIRST     CLASS II
 OQ0961
 OQ0961.The horizontal coordinates were scaled from a map and have
 OQ0961.an estimated accuracy of +/- 6 seconds.
 OQ0961
 OQ0961.The orthometric height was determined by differential leveling and
 OQ0961.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0961.in June 1991.
 OQ0961
 OQ0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0961.GEOID18 height accuracy estimate available here.
 OQ0961
 OQ0961.Click photographs - Photos may exist for this station.
 OQ0961
 OQ0961.The dynamic height is computed by dividing the NAVD 88
 OQ0961.geopotential number by the normal gravity value computed on the
 OQ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0961.degrees latitude (g = 980.6199 gals.).
 OQ0961
 OQ0961.The modeled gravity was interpolated from observed gravity values.
 OQ0961
 OQ0961;                    North         East    Units  Estimated Accuracy
 OQ0961;SPC SD S     -    97,560.      887,680.      MT  (+/- 180 meters Scaled)
 OQ0961
 OQ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN792805(NAD 83)
 OQ0961
 OQ0961                          SUPERSEDED SURVEY CONTROL
 OQ0961
 OQ0961.No superseded survey control is available for this station.
 OQ0961
 OQ0961_MARKER: I = METAL ROD
 OQ0961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0961_STAMPING: Q 447 1990
 OQ0961_MARK LOGO: NGS
 OQ0961_PROJECTION: PROJECTING 16 CENTIMETERS
 OQ0961_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0961+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 OQ0961_ROD/PIPE-DEPTH: 7.9 meters
 OQ0961_SLEEVE-DEPTH  : 0.9 meters
 OQ0961
 OQ0961  HISTORY     - Date     Condition        Report By
 OQ0961  HISTORY     - 1990     MONUMENTED       NGS
 OQ0961  HISTORY     - 20120301 GOOD             INDIV
 OQ0961
 OQ0961                          STATION DESCRIPTION
 OQ0961
 OQ0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0961'8.1 KM (5.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0961'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 OQ0961'MILEPOST 52, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 OQ0961'NORTHBOUND LANES OF THE HIGHWAY, 25.6 M (84.0 FT) NORTH OF A T-FENCE
 OQ0961'CORNER, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 OQ0961'NORTH OF THE MOST NORTHERLY 1 OF 5 FENCE BRACE POSTS, AND 0.55 M
 OQ0961'(1.80 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ0961'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ0961'MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0961
 OQ0961                          STATION RECOVERY (2012)
 OQ0961
 OQ0961'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1030 ***********************************************************************
 OQ1030  DESIGNATION -  Q 448
 OQ1030  PID         -  OQ1030
 OQ1030  STATE/COUNTY-  SD/MINNEHAHA
 OQ1030  COUNTRY     -  US
 OQ1030  USGS QUAD   -  CROOKS (2017)
 OQ1030
 OQ1030                         *CURRENT SURVEY CONTROL
 OQ1030  ______________________________________________________________________
 OQ1030* NAD 83(1986) POSITION- 43 43 04.     (N) 096 46 51.     (W)   SCALED
 OQ1030* NAVD 88 ORTHO HEIGHT -   478.902 (meters)     1571.20  (feet) ADJUSTED
 OQ1030  ______________________________________________________________________
 OQ1030  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 OQ1030  DYNAMIC HEIGHT  -        478.785 (meters)     1570.81  (feet) COMP
 OQ1030  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 OQ1030
 OQ1030  VERT ORDER      -  FIRST     CLASS II
 OQ1030
 OQ1030.The horizontal coordinates were scaled from a map and have
 OQ1030.an estimated accuracy of +/- 6 seconds.
 OQ1030
 OQ1030.The orthometric height was determined by differential leveling and
 OQ1030.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1030.in September 1993.
 OQ1030
 OQ1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1030.GEOID18 height accuracy estimate available here.
 OQ1030
 OQ1030.Click photographs - Photos may exist for this station.
 OQ1030
 OQ1030.The dynamic height is computed by dividing the NAVD 88
 OQ1030.geopotential number by the normal gravity value computed on the
 OQ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1030.degrees latitude (g = 980.6199 gals.).
 OQ1030
 OQ1030.The modeled gravity was interpolated from observed gravity values.
 OQ1030
 OQ1030;                    North         East    Units  Estimated Accuracy
 OQ1030;SPC SD S     -   159,920.      886,170.      MT  (+/- 180 meters Scaled)
 OQ1030
 OQ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP787429(NAD 83)
 OQ1030
 OQ1030                          SUPERSEDED SURVEY CONTROL
 OQ1030
 OQ1030.No superseded survey control is available for this station.
 OQ1030
 OQ1030_MARKER: I = METAL ROD
 OQ1030_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1030_STAMPING: Q 448 1990
 OQ1030_MARK LOGO: NGS
 OQ1030_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1030_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1030+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2011
 OQ1030_ROD/PIPE-DEPTH: 7.9 meters
 OQ1030_SLEEVE-DEPTH  : 0.9 meters
 OQ1030
 OQ1030  HISTORY     - Date     Condition        Report By
 OQ1030  HISTORY     - 1990     MONUMENTED       NGS
 OQ1030  HISTORY     - 19910619 GOOD             NGS
 OQ1030  HISTORY     - 20110321 GOOD             INDIV
 OQ1030
 OQ1030                          STATION DESCRIPTION
 OQ1030
 OQ1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1030'19.7 KM (12.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1030'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.8 KM (0.5 MI) NORTH OF
 OQ1030'MILE POST 91,32.7 M EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 OQ1030'THE HIGHWAY, 3.1 M (10.2 FT) NORTH OF A T-FENCE CORNER, 1.8 M
 OQ1030'(5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A
 OQ1030'WITNESS POST AND FENCE.  NOTE-- ACCESS TO THE DATUM POINT IS THROUGH
 OQ1030'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS OF
 OQ1030'A CLASS A MONUMENT.
 OQ1030
 OQ1030                          STATION RECOVERY (1991)
 OQ1030
 OQ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1030'19.7 KM (12.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1030'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.8 KM (0.5 MI) NORTH OF
 OQ1030'MILE POST 91,32.7 M EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 OQ1030'THE HIGHWAY, 3.1 M (10.2 FT) NORTH OF A T-FENCE CORNER, 1.8 M
 OQ1030'(5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A
 OQ1030'WITNESS POST AND FENCE.  NOTE-- ACCESS TO THE DATUM POINT IS THROUGH
 OQ1030'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS OF
 OQ1030'A CLASS A MONUMENT.
 OQ1030
 OQ1030                          STATION RECOVERY (2011)
 OQ1030
 OQ1030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0213 ***********************************************************************
 PS0213  DESIGNATION -  Q 45
 PS0213  PID         -  PS0213
 PS0213  STATE/COUNTY-  SD/BEADLE
 PS0213  COUNTRY     -  US
 PS0213  USGS QUAD   -  TULARE SE (2017)
 PS0213
 PS0213                         *CURRENT SURVEY CONTROL
 PS0213  ______________________________________________________________________
 PS0213* NAD 83(1986) POSITION- 44 30 57.     (N) 098 30 17.     (W)   SCALED
 PS0213* NAVD 88 ORTHO HEIGHT -   408.955 (meters)     1341.71  (feet) ADJUSTED
 PS0213  ______________________________________________________________________
 PS0213  GEOID HEIGHT    -        -24.817 (meters)                     GEOID18
 PS0213  DYNAMIC HEIGHT  -        408.888 (meters)     1341.49  (feet) COMP
 PS0213  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 PS0213
 PS0213  VERT ORDER      -  FIRST     CLASS II
 PS0213
 PS0213.The horizontal coordinates were scaled from a map and have
 PS0213.an estimated accuracy of +/- 6 seconds.
 PS0213
 PS0213.The orthometric height was determined by differential leveling and
 PS0213.adjusted by the NATIONAL GEODETIC SURVEY
 PS0213.in June 1991.
 PS0213
 PS0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0213.GEOID18 height accuracy estimate available here.
 PS0213
 PS0213.Click photographs - Photos may exist for this station.
 PS0213
 PS0213.The dynamic height is computed by dividing the NAVD 88
 PS0213.geopotential number by the normal gravity value computed on the
 PS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0213.degrees latitude (g = 980.6199 gals.).
 PS0213
 PS0213.The modeled gravity was interpolated from observed gravity values.
 PS0213
 PS0213;                    North         East    Units  Estimated Accuracy
 PS0213;SPC SD N     -    76,940.      718,880.      MT  (+/- 180 meters Scaled)
 PS0213
 PS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ393292(NAD 83)
 PS0213
 PS0213                          SUPERSEDED SURVEY CONTROL
 PS0213
 PS0213  NGVD 29 (??/??/92)  408.651  (m)         1340.72   (f) ADJ UNCH    1 2
 PS0213
 PS0213.Superseded values are not recommended for survey control.
 PS0213
 PS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0213.See file dsdata.pdf to determine how the superseded data were derived.
 PS0213
 PS0213_MARKER: DB = BENCH MARK DISK
 PS0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0213_STAMPING: Q 45 1934
 PS0213_MARK LOGO: CGS
 PS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0213+STABILITY: SURFACE MOTION
 PS0213
 PS0213  HISTORY     - Date     Condition        Report By
 PS0213  HISTORY     - 1934     MONUMENTED       CGS
 PS0213  HISTORY     - 1964     MARK NOT FOUND   USGS
 PS0213
 PS0213                          STATION DESCRIPTION
 PS0213
 PS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0213'4.5 MI S FROM BONILLA.
 PS0213'4-1/2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0213'PACIFIC RAILROAD FROM THE STATION AT BONILLA, BEADLE COUNTY,
 PS0213'AT A ROAD CROSSING, 33 FEET NORTH OF THE CENTER LINE OF THE
 PS0213'ROAD, 45 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET
 PS0213'SOUTH OF A POLE.  A STANDARD DISK, STAMPED Q 45 1934 AND SET IN
 PS0213'THE TOP OF A CONCRETE POST.
 PS0213
 PS0213                          STATION RECOVERY (1964)
 PS0213
 PS0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PS0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1962 ***********************************************************************
 NM1962  DESIGNATION -  Q 450
 NM1962  PID         -  NM1962
 NM1962  STATE/COUNTY-  SD/UNION
 NM1962  COUNTRY     -  US
 NM1962  USGS QUAD   -  ELK POINT (2017)
 NM1962
 NM1962                         *CURRENT SURVEY CONTROL
 NM1962  ______________________________________________________________________
 NM1962* NAD 83(1986) POSITION- 42 44 29.35   (N) 096 44 05.02   (W)   HD_HELD1
 NM1962* NAVD 88 ORTHO HEIGHT -   342.958 (meters)     1125.19  (feet) ADJUSTED
 NM1962  ______________________________________________________________________
 NM1962  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM1962  DYNAMIC HEIGHT  -        342.861 (meters)     1124.87  (feet) COMP
 NM1962  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 NM1962
 NM1962  VERT ORDER      -  FIRST     CLASS II
 NM1962
 NM1962.The horizontal coordinates were determined by differentially corrected
 NM1962.hand held GPS observations or other comparable positioning techniques
 NM1962.and have an estimated accuracy of +/- 3 meters.
 NM1962
 NM1962.The orthometric height was determined by differential leveling and
 NM1962.adjusted by the NATIONAL GEODETIC SURVEY
 NM1962.in June 1991.
 NM1962
 NM1962.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1962.GEOID18 height accuracy estimate available here.
 NM1962
 NM1962.Click photographs - Photos may exist for this station.
 NM1962
 NM1962.The dynamic height is computed by dividing the NAVD 88
 NM1962.geopotential number by the normal gravity value computed on the
 NM1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1962.degrees latitude (g = 980.6199 gals.).
 NM1962
 NM1962.The modeled gravity was interpolated from observed gravity values.
 NM1962
 NM1962;                    North         East    Units  Estimated Accuracy
 NM1962;SPC SD S     -    51,725.7     894,575.5     MT  (+/- 3 meters HH1 GPS) 
 NM1962
 NM1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8541434596(NAD 83)
 NM1962
 NM1962                          SUPERSEDED SURVEY CONTROL
 NM1962
 NM1962.No superseded survey control is available for this station.
 NM1962
 NM1962_MARKER: I = METAL ROD
 NM1962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1962_STAMPING: Q 450 1990
 NM1962_MARK LOGO: NGS
 NM1962_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1962_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1962+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1962_ROD/PIPE-DEPTH: 14.0 meters
 NM1962_SLEEVE-DEPTH  : 0.9 meters
 NM1962
 NM1962  HISTORY     - Date     Condition        Report By
 NM1962  HISTORY     - 1990     MONUMENTED       NGS
 NM1962  HISTORY     - 20120402 GOOD             INDIV
 NM1962
 NM1962                          STATION DESCRIPTION
 NM1962
 NM1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1962'6.7 KM (4.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1962'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, 0.75 KM (0.47 MI) NORTH OF
 NM1962'MILEPOST 22, 32.2 M (105.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM1962'NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF THE
 NM1962'NORTHWEST 1 OF 2 FENCE BRACE POSTS, 0.4 M (1.3 FT) SOUTHWEST OF A
 NM1962'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NM1962'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1962'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 NM1962'MONUMENT.
 NM1962
 NM1962                          STATION RECOVERY (2012)
 NM1962
 NM1962'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1034 ***********************************************************************
 PR1034  DESIGNATION -  Q 451
 PR1034  PID         -  PR1034
 PR1034  STATE/COUNTY-  SD/BROOKINGS
 PR1034  COUNTRY     -  US
 PR1034  USGS QUAD   -  MEDARY (2017)
 PR1034
 PR1034                         *CURRENT SURVEY CONTROL
 PR1034  ______________________________________________________________________
 PR1034* NAD 83(1986) POSITION- 44 12 23.     (N) 096 45 26.     (W)   SCALED
 PR1034* NAVD 88 ORTHO HEIGHT -   480.602 (meters)     1576.78  (feet) ADJUSTED
 PR1034  ______________________________________________________________________
 PR1034  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 PR1034  DYNAMIC HEIGHT  -        480.502 (meters)     1576.45  (feet) COMP
 PR1034  MODELED GRAVITY -    980,396.1   (mgal)                       NAVD 88
 PR1034
 PR1034  VERT ORDER      -  FIRST     CLASS II
 PR1034
 PR1034.The horizontal coordinates were scaled from a map and have
 PR1034.an estimated accuracy of +/- 6 seconds.
 PR1034
 PR1034.The orthometric height was determined by differential leveling and
 PR1034.adjusted by the NATIONAL GEODETIC SURVEY
 PR1034.in October 1997.
 PR1034
 PR1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1034.GEOID18 height accuracy estimate available here.
 PR1034
 PR1034.Click photographs - Photos may exist for this station.
 PR1034
 PR1034.The dynamic height is computed by dividing the NAVD 88
 PR1034.geopotential number by the normal gravity value computed on the
 PR1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1034.degrees latitude (g = 980.6199 gals.).
 PR1034
 PR1034.The modeled gravity was interpolated from observed gravity values.
 PR1034
 PR1034;                    North         East    Units  Estimated Accuracy
 PR1034;SPC SD N     -    46,650.      859,130.      MT  (+/- 180 meters Scaled)
 PR1034
 PR1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP791972(NAD 83)
 PR1034
 PR1034                          SUPERSEDED SURVEY CONTROL
 PR1034
 PR1034  NAVD 88 (06/15/91)  480.621  (m)         1576.84   (f) SUPERSEDED  1 2
 PR1034
 PR1034.Superseded values are not recommended for survey control.
 PR1034
 PR1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1034.See file dsdata.pdf to determine how the superseded data were derived.
 PR1034
 PR1034_MARKER: I = METAL ROD
 PR1034_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1034_STAMPING: Q 451 1990
 PR1034_MARK LOGO: NGS
 PR1034_PROJECTION: PROJECTING 17 CENTIMETERS
 PR1034_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1034+STABILITY: POSITION/ELEVATION WELL
 PR1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1034+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1034_ROD/PIPE-DEPTH: 16.5 meters
 PR1034_SLEEVE-DEPTH  : 12.2 meters
 PR1034
 PR1034  HISTORY     - Date     Condition        Report By
 PR1034  HISTORY     - 1990     MONUMENTED       NGS
 PR1034
 PR1034                          STATION DESCRIPTION
 PR1034
 PR1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1034'11.7 KM (7.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1034'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.9 KM (0.6 MI) NORTH OF
 PR1034'MILEPOST 125, 0.4 KM (0.2 MI) SOUTH OF A COUNTY ROAD OVERPASS, 31.1 M
 PR1034'(102.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PR1034'HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M
 PR1034'(3.0 FT) SOUTHWEST OF THE MOST SOUTHERLY OF 2 FENCE BRACE POSTS, AND
 PR1034'0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 PR1034'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1117 ***********************************************************************
 OQ1117  DESIGNATION -  Q 452
 OQ1117  PID         -  OQ1117
 OQ1117  STATE/COUNTY-  SD/MINNEHAHA
 OQ1117  COUNTRY     -  US
 OQ1117  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1117
 OQ1117                         *CURRENT SURVEY CONTROL
 OQ1117  ______________________________________________________________________
 OQ1117* NAD 83(1986) POSITION- 43 36 31.     (N) 096 55 13.     (W)   SCALED
 OQ1117* NAVD 88 ORTHO HEIGHT -   469.352 (meters)     1539.87  (feet) ADJUSTED
 OQ1117  ______________________________________________________________________
 OQ1117  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 OQ1117  DYNAMIC HEIGHT  -        469.225 (meters)     1539.45  (feet) COMP
 OQ1117  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 OQ1117
 OQ1117  VERT ORDER      -  FIRST     CLASS II
 OQ1117
 OQ1117.The horizontal coordinates were scaled from a map and have
 OQ1117.an estimated accuracy of +/- 6 seconds.
 OQ1117
 OQ1117.The orthometric height was determined by differential leveling and
 OQ1117.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1117.in September 1993.
 OQ1117
 OQ1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1117.GEOID18 height accuracy estimate available here.
 OQ1117
 OQ1117.Click photographs - Photos may exist for this station.
 OQ1117
 OQ1117.The dynamic height is computed by dividing the NAVD 88
 OQ1117.geopotential number by the normal gravity value computed on the
 OQ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1117.degrees latitude (g = 980.6199 gals.).
 OQ1117
 OQ1117.The modeled gravity was interpolated from observed gravity values.
 OQ1117
 OQ1117;                    North         East    Units  Estimated Accuracy
 OQ1117;SPC SD S     -   147,330.      875,440.      MT  (+/- 180 meters Scaled)
 OQ1117
 OQ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP678305(NAD 83)
 OQ1117
 OQ1117                          SUPERSEDED SURVEY CONTROL
 OQ1117
 OQ1117.No superseded survey control is available for this station.
 OQ1117
 OQ1117_MARKER: I = METAL ROD
 OQ1117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1117_STAMPING: Q 452 1991
 OQ1117_MARK LOGO: NGS
 OQ1117_PROJECTION: FLUSH
 OQ1117_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1117+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 OQ1117_ROD/PIPE-DEPTH: 5.8 meters
 OQ1117_SLEEVE-DEPTH  : 0.9 meters
 OQ1117
 OQ1117  HISTORY     - Date     Condition        Report By
 OQ1117  HISTORY     - 1991     MONUMENTED       NGS
 OQ1117  HISTORY     - 20110322 GOOD             INDIV
 OQ1117
 OQ1117                          STATION DESCRIPTION
 OQ1117
 OQ1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1117'12.3 KM (7.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1117'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1117'FALLS, 56.5 M (185.4 FT) SOUTHWEST OF MILEPOST 389, 32.4 M (106.3 FT)
 OQ1117'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 16.5 M
 OQ1117'(54.1 FT) NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY
 OQ1117'CABLE, 6.1 M (20.0 FT) EAST OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW
 OQ1117'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST
 OQ1117'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1117'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OQ1117'MARK.
 OQ1117
 OQ1117                          STATION RECOVERY (2011)
 OQ1117
 OQ1117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1167 ***********************************************************************
 OQ1167  DESIGNATION -  Q 453
 OQ1167  PID         -  OQ1167
 OQ1167  STATE/COUNTY-  SD/HANSON
 OQ1167  COUNTRY     -  US
 OQ1167  USGS QUAD   -  ALEXANDRIA (2017)
 OQ1167
 OQ1167                         *CURRENT SURVEY CONTROL
 OQ1167  ______________________________________________________________________
 OQ1167* NAD 83(1986) POSITION- 43 39 57.     (N) 097 48 50.     (W)   SCALED
 OQ1167* NAVD 88 ORTHO HEIGHT -   407.520 (meters)     1337.01  (feet) ADJUSTED
 OQ1167  ______________________________________________________________________
 OQ1167  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 OQ1167  DYNAMIC HEIGHT  -        407.418 (meters)     1336.67  (feet) COMP
 OQ1167  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 OQ1167
 OQ1167  VERT ORDER      -  FIRST     CLASS II
 OQ1167
 OQ1167.The horizontal coordinates were scaled from a map and have
 OQ1167.an estimated accuracy of +/- 6 seconds.
 OQ1167
 OQ1167.The orthometric height was determined by differential leveling and
 OQ1167.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1167.in September 1993.
 OQ1167
 OQ1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1167.GEOID18 height accuracy estimate available here.
 OQ1167
 OQ1167.Click photographs - Photos may exist for this station.
 OQ1167
 OQ1167.The dynamic height is computed by dividing the NAVD 88
 OQ1167.geopotential number by the normal gravity value computed on the
 OQ1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1167.degrees latitude (g = 980.6199 gals.).
 OQ1167
 OQ1167.The modeled gravity was interpolated from observed gravity values.
 OQ1167
 OQ1167;                    North         East    Units  Estimated Accuracy
 OQ1167;SPC SD S     -   151,110.      803,160.      MT  (+/- 180 meters Scaled)
 OQ1167
 OQ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP956354(NAD 83)
 OQ1167
 OQ1167                          SUPERSEDED SURVEY CONTROL
 OQ1167
 OQ1167.No superseded survey control is available for this station.
 OQ1167
 OQ1167_MARKER: I = METAL ROD
 OQ1167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1167_STAMPING: Q 453 1991
 OQ1167_MARK LOGO: NGS
 OQ1167_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1167_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1167+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2012
 OQ1167_ROD/PIPE-DEPTH: 7.2 meters
 OQ1167_SLEEVE-DEPTH  : 0.9 meters
 OQ1167
 OQ1167  HISTORY     - Date     Condition        Report By
 OQ1167  HISTORY     - 1991     MONUMENTED       NGS
 OQ1167  HISTORY     - 20120202 GOOD             INDIV
 OQ1167
 OQ1167                          STATION DESCRIPTION
 OQ1167
 OQ1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1167'2.2 KM (1.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1167'JUNCTION OF STATE HIGHWAY 262 (EXIT 344) IN ALEXANDRIA, 0.6 KM (0.4
 OQ1167'MI) WEST OF MILEPOST 343, 30.3 M (99.4 FT) SOUTH OF THE CENTERLINE OF
 OQ1167'THE EASTBOUND LANES OF THE HIGHWAY, 24.0 M (78.7 FT) EAST OF A BRACED
 OQ1167'FENCE POST, 12.6 M (41.3 FT) SOUTH OF THE SOUTH LEG OF A HIGHWAY
 OQ1167'INFORMATION SIGN (EXIT 344 262 EAST FULTON ALEXANDRIA 1 MILE), 1.2 M
 OQ1167'(3.9 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.6 M (2.0 FT) BELOW
 OQ1167'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OQ1167'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OQ1167'FOR A CLASS A MARK.
 OQ1167
 OQ1167                          STATION RECOVERY (2012)
 OQ1167
 OQ1167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1011 ***********************************************************************
 OR1011  DESIGNATION -  Q 454
 OR1011  PID         -  OR1011
 OR1011  STATE/COUNTY-  SD/BRULE
 OR1011  COUNTRY     -  US
 OR1011  USGS QUAD   -  PLATTE LAKE (2017)
 OR1011
 OR1011                         *CURRENT SURVEY CONTROL
 OR1011  ______________________________________________________________________
 OR1011* NAD 83(1986) POSITION- 43 44 15.     (N) 098 48 36.     (W)   SCALED
 OR1011* NAVD 88 ORTHO HEIGHT -   500.550 (meters)     1642.22  (feet) ADJUSTED
 OR1011  ______________________________________________________________________
 OR1011  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OR1011  DYNAMIC HEIGHT  -        500.417 (meters)     1641.78  (feet) COMP
 OR1011  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 OR1011
 OR1011  VERT ORDER      -  FIRST     CLASS II
 OR1011
 OR1011.The horizontal coordinates were scaled from a map and have
 OR1011.an estimated accuracy of +/- 6 seconds.
 OR1011
 OR1011.The orthometric height was determined by differential leveling and
 OR1011.adjusted by the NATIONAL GEODETIC SURVEY
 OR1011.in September 1993.
 OR1011
 OR1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1011.GEOID18 height accuracy estimate available here.
 OR1011
 OR1011.Click photographs - Photos may exist for this station.
 OR1011
 OR1011.The dynamic height is computed by dividing the NAVD 88
 OR1011.geopotential number by the normal gravity value computed on the
 OR1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1011.degrees latitude (g = 980.6199 gals.).
 OR1011
 OR1011.The modeled gravity was interpolated from observed gravity values.
 OR1011
 OR1011;                    North         East    Units  Estimated Accuracy
 OR1011;SPC SD S     -   157,120.      722,700.      MT  (+/- 180 meters Scaled)
 OR1011
 OR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP153427(NAD 83)
 OR1011
 OR1011                          SUPERSEDED SURVEY CONTROL
 OR1011
 OR1011.No superseded survey control is available for this station.
 OR1011
 OR1011_MARKER: I = METAL ROD
 OR1011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1011_STAMPING: Q 454 1991
 OR1011_MARK LOGO: NGS
 OR1011_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1011+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1011_ROD/PIPE-DEPTH: 7.7 meters
 OR1011_SLEEVE-DEPTH  : 0.9 meters
 OR1011
 OR1011  HISTORY     - Date     Condition        Report By
 OR1011  HISTORY     - 1990     MONUMENTED       NGS
 OR1011  HISTORY     - 20120312 GOOD             INDIV
 OR1011
 OR1011                          STATION DESCRIPTION
 OR1011
 OR1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1011'12.0 KM (7.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1011'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, 0.8 KM (0.5 MI) EAST OF MILE
 OR1011'POST 291, 113.7 M (373.0 FT) WEST OF A T-FENCE CORNER, 57.4 M (188.3
 OR1011'FT) SOUTHWEST OF THE MOST WESTERLY OF FOUR CULVERTS, 31.4 M (103.0
 OR1011'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OR1011'8.1 M (26.6 FT) EAST OF A T-FENCE BRACE POST, 1.3 M (4.3 FT) NORTH OF
 OR1011'A WITNESS POST AND FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 OR1011'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1011'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OR1011'MARK.
 OR1011
 OR1011                          STATION RECOVERY (2012)
 OR1011
 OR1011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1028 ***********************************************************************
 OR1028  DESIGNATION -  Q 455
 OR1028  PID         -  OR1028
 OR1028  STATE/COUNTY-  SD/BRULE
 OR1028  COUNTRY     -  US
 OR1028  USGS QUAD   -  PUKWANA (2017)
 OR1028
 OR1028                         *CURRENT SURVEY CONTROL
 OR1028  ______________________________________________________________________
 OR1028* NAD 83(1986) POSITION- 43 45 08.     (N) 099 11 33.     (W)   SCALED
 OR1028* NAVD 88 ORTHO HEIGHT -   484.029 (meters)     1588.02  (feet) ADJUSTED
 OR1028  ______________________________________________________________________
 OR1028  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 OR1028  DYNAMIC HEIGHT  -        483.898 (meters)     1587.59  (feet) COMP
 OR1028  MODELED GRAVITY -    980,334.6   (mgal)                       NAVD 88
 OR1028
 OR1028  VERT ORDER      -  FIRST     CLASS II
 OR1028
 OR1028.The horizontal coordinates were scaled from a map and have
 OR1028.an estimated accuracy of +/- 6 seconds.
 OR1028
 OR1028.The orthometric height was determined by differential leveling and
 OR1028.adjusted by the NATIONAL GEODETIC SURVEY
 OR1028.in September 1993.
 OR1028
 OR1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1028.GEOID18 height accuracy estimate available here.
 OR1028
 OR1028.Click photographs - Photos may exist for this station.
 OR1028
 OR1028.The dynamic height is computed by dividing the NAVD 88
 OR1028.geopotential number by the normal gravity value computed on the
 OR1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1028.degrees latitude (g = 980.6199 gals.).
 OR1028
 OR1028.The modeled gravity was interpolated from observed gravity values.
 OR1028
 OR1028;                    North         East    Units  Estimated Accuracy
 OR1028;SPC SD S     -   158,260.      691,870.      MT  (+/- 180 meters Scaled)
 OR1028
 OR1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP845443(NAD 83)
 OR1028
 OR1028                          SUPERSEDED SURVEY CONTROL
 OR1028
 OR1028.No superseded survey control is available for this station.
 OR1028
 OR1028_MARKER: I = METAL ROD
 OR1028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1028_STAMPING: Q 455 1991
 OR1028_MARK LOGO: NGS
 OR1028_PROJECTION: PROJECTING 3 CENTIMETERS
 OR1028_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1028+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 OR1028_ROD/PIPE-DEPTH: 7.0 meters
 OR1028_SLEEVE-DEPTH  : 0.9 meters
 OR1028
 OR1028  HISTORY     - Date     Condition        Report By
 OR1028  HISTORY     - 1991     MONUMENTED       NGS
 OR1028  HISTORY     - 20120308 GOOD             INDIV
 OR1028
 OR1028                          STATION DESCRIPTION
 OR1028
 OR1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1028'13.9 KM (8.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1028'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1028'58.1 M (190.6 FT) SOUTHEAST OF MILEPOST 272, 44.2 M (145.0 FT) WEST
 OR1028'OF A FENCE CORNER, 42.0 M (137.8 FT) SOUTH OF THE CENTERLINE OF THE
 OR1028'EASTBOUND LANES OF THE HIGHWAY, 1.9 M (6.2 FT) EAST OF THE MOST
 OR1028'EASTERLY OF 3 BRACED FENCE POSTS, 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 OR1028'THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OR1028'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR1028'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1028
 OR1028                          STATION RECOVERY (2012)
 OR1028
 OR1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0859 ***********************************************************************
 OS0859  DESIGNATION -  Q 457
 OS0859  PID         -  OS0859
 OS0859  STATE/COUNTY-  SD/JONES
 OS0859  COUNTRY     -  US
 OS0859  USGS QUAD   -  STAMFORD (2017)
 OS0859
 OS0859                         *CURRENT SURVEY CONTROL
 OS0859  ______________________________________________________________________
 OS0859* NAD 83(1986) POSITION- 43 54 03.     (N) 101 02 47.     (W)   SCALED
 OS0859* NAVD 88 ORTHO HEIGHT -   732.649 (meters)     2403.70  (feet) ADJUSTED
 OS0859  ______________________________________________________________________
 OS0859  GEOID HEIGHT    -        -23.257 (meters)                     GEOID18
 OS0859  DYNAMIC HEIGHT  -        732.415 (meters)     2402.93  (feet) COMP
 OS0859  MODELED GRAVITY -    980,275.7   (mgal)                       NAVD 88
 OS0859
 OS0859  VERT ORDER      -  FIRST     CLASS II
 OS0859
 OS0859.The horizontal coordinates were scaled from a map and have
 OS0859.an estimated accuracy of +/- 6 seconds.
 OS0859
 OS0859.The orthometric height was determined by differential leveling and
 OS0859.adjusted by the NATIONAL GEODETIC SURVEY
 OS0859.in September 1993.
 OS0859
 OS0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0859.GEOID18 height accuracy estimate available here.
 OS0859
 OS0859.Click photographs - Photos may exist for this station.
 OS0859
 OS0859.The dynamic height is computed by dividing the NAVD 88
 OS0859.geopotential number by the normal gravity value computed on the
 OS0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0859.degrees latitude (g = 980.6199 gals.).
 OS0859
 OS0859.The modeled gravity was interpolated from observed gravity values.
 OS0859
 OS0859;                    North         East    Units  Estimated Accuracy
 OS0859;SPC SD S     -   174,380.      542,720.      MT  (+/- 180 meters Scaled)
 OS0859
 OS0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP356628(NAD 83)
 OS0859
 OS0859                          SUPERSEDED SURVEY CONTROL
 OS0859
 OS0859.No superseded survey control is available for this station.
 OS0859
 OS0859_MARKER: I = METAL ROD
 OS0859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0859_STAMPING: Q 457 1991
 OS0859_MARK LOGO: NGS
 OS0859_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0859_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0859+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 OS0859_ROD/PIPE-DEPTH: 4.2 meters
 OS0859_SLEEVE-DEPTH  : 0.9 meters
 OS0859
 OS0859  HISTORY     - Date     Condition        Report By
 OS0859  HISTORY     - 1991     MONUMENTED       NGS
 OS0859  HISTORY     - 20130113 GOOD             INDIV
 OS0859
 OS0859                          STATION DESCRIPTION
 OS0859
 OS0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0859'28.0 KM (17.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0859'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.6 KM (0.35
 OS0859'MI) EAST OF MILEPOST 175, 31.4 M (103.0 FT) SOUTH OF THE CENTERLINE
 OS0859'OF THE EASTBOUND LANES OF THE HIGHWAY, 7.6 M (24.9 FT) WEST OF A
 OS0859'BRACED FENCE POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0859'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0859'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0859'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0859
 OS0859                          STATION RECOVERY (2013)
 OS0859
 OS0859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0896 ***********************************************************************
 OS0896  DESIGNATION -  Q 458
 OS0896  PID         -  OS0896
 OS0896  STATE/COUNTY-  SD/MELLETTE
 OS0896  COUNTRY     -  US
 OS0896  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0896
 OS0896                         *CURRENT SURVEY CONTROL
 OS0896  ______________________________________________________________________
 OS0896* NAD 83(1986) POSITION- 43 35 50.78   (N) 100 44 19.84   (W)   HD_HELD1
 OS0896* NAVD 88 ORTHO HEIGHT -   597.179 (meters)     1959.24  (feet) ADJUSTED
 OS0896  ______________________________________________________________________
 OS0896  GEOID HEIGHT    -        -24.013 (meters)                     GEOID18
 OS0896  DYNAMIC HEIGHT  -        596.963 (meters)     1958.54  (feet) COMP
 OS0896  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 OS0896
 OS0896  VERT ORDER      -  FIRST     CLASS II
 OS0896
 OS0896.The horizontal coordinates were determined by differentially corrected
 OS0896.hand held GPS observations or other comparable positioning techniques
 OS0896.and have an estimated accuracy of +/- 3 meters.
 OS0896
 OS0896.The orthometric height was determined by differential leveling and
 OS0896.adjusted by the NATIONAL GEODETIC SURVEY
 OS0896.in June 1994.
 OS0896
 OS0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0896.GEOID18 height accuracy estimate available here.
 OS0896
 OS0896.Click photographs - Photos may exist for this station.
 OS0896
 OS0896.The dynamic height is computed by dividing the NAVD 88
 OS0896.geopotential number by the normal gravity value computed on the
 OS0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0896.degrees latitude (g = 980.6199 gals.).
 OS0896
 OS0896.The modeled gravity was interpolated from observed gravity values.
 OS0896
 OS0896;                    North         East    Units  Estimated Accuracy
 OS0896;SPC SD S     -   140,510.8     567,259.6     MT  (+/- 3 meters HH1 GPS) 
 OS0896
 OS0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5964928631(NAD 83)
 OS0896
 OS0896                          SUPERSEDED SURVEY CONTROL
 OS0896
 OS0896.No superseded survey control is available for this station.
 OS0896
 OS0896_MARKER: I = METAL ROD
 OS0896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0896_STAMPING: Q 458
 OS0896_MARK LOGO: NGS
 OS0896_PROJECTION: FLUSH
 OS0896_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0896+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0896_ROD/PIPE-DEPTH: 3.0 meters
 OS0896
 OS0896  HISTORY     - Date     Condition        Report By
 OS0896  HISTORY     - 1992     MONUMENTED       NGS
 OS0896  HISTORY     - 20051104 GOOD             HKM
 OS0896
 OS0896                          STATION DESCRIPTION
 OS0896
 OS0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0896'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0896'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0896'83, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG A GRAVELED ROAD, 16.7 M
 OS0896'(54.8 FT) SOUTH OF THE CENTER OF THE ROAD, 15.6 M (51.2 FT) EAST OF A
 OS0896'FENCE CORNER, 1.0 M (3.3 FT) NORTH-NORTHWEST OF A WITNESS POST AND
 OS0896'FENCE, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS
 OS0896'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0896
 OS0896                          STATION RECOVERY (2005)
 OS0896
 OS0896'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0943 ***********************************************************************
 OS0943  DESIGNATION -  Q 459
 OS0943  PID         -  OS0943
 OS0943  STATE/COUNTY-  SD/TODD
 OS0943  COUNTRY     -  US
 OS0943  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0943
 OS0943                         *CURRENT SURVEY CONTROL
 OS0943  ______________________________________________________________________
 OS0943* NAD 83(1986) POSITION- 43 03 38.     (N) 100 35 40.     (W)   SCALED
 OS0943* NAVD 88 ORTHO HEIGHT -   829.921 (meters)     2722.83  (feet) ADJUSTED
 OS0943  ______________________________________________________________________
 OS0943  GEOID HEIGHT    -        -22.385 (meters)                     GEOID18
 OS0943  DYNAMIC HEIGHT  -        829.583 (meters)     2721.72  (feet) COMP
 OS0943  MODELED GRAVITY -    980,186.2   (mgal)                       NAVD 88
 OS0943
 OS0943  VERT ORDER      -  FIRST     CLASS II
 OS0943
 OS0943.The horizontal coordinates were scaled from a map and have
 OS0943.an estimated accuracy of +/- 6 seconds.
 OS0943
 OS0943.The orthometric height was determined by differential leveling and
 OS0943.adjusted by the NATIONAL GEODETIC SURVEY
 OS0943.in June 1994.
 OS0943
 OS0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0943.GEOID18 height accuracy estimate available here.
 OS0943
 OS0943.Click photographs - Photos may exist for this station.
 OS0943
 OS0943.The dynamic height is computed by dividing the NAVD 88
 OS0943.geopotential number by the normal gravity value computed on the
 OS0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0943.degrees latitude (g = 980.6199 gals.).
 OS0943
 OS0943.The modeled gravity was interpolated from observed gravity values.
 OS0943
 OS0943;                    North         East    Units  Estimated Accuracy
 OS0943;SPC SD S     -    80,820.      578,730.      MT  (+/- 180 meters Scaled)
 OS0943
 OS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN701687(NAD 83)
 OS0943
 OS0943                          SUPERSEDED SURVEY CONTROL
 OS0943
 OS0943.No superseded survey control is available for this station.
 OS0943
 OS0943_MARKER: I = METAL ROD
 OS0943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0943_STAMPING: Q 459 1992
 OS0943_MARK LOGO: NGS
 OS0943_PROJECTION: FLUSH
 OS0943_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0943+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0943_ROD/PIPE-DEPTH: 9.1 meters
 OS0943
 OS0943  HISTORY     - Date     Condition        Report By
 OS0943  HISTORY     - 1992     MONUMENTED       NGS
 OS0943
 OS0943                          STATION DESCRIPTION
 OS0943
 OS0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0943'21.1 KM (13.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0943'OF U.S. HIGHWAY 18 IN MISSION, 22.3 M (73.2 FT) WEST OF THE
 OS0943'CENTERLINE OF THE HIGHWAY, 12.9 M (42.3 FT) NORTH OF THE CENTER OF A
 OS0943'HIGHWAY APPROACH AND GATE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 OS0943'HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND A T-FENCE
 OS0943'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0943'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0237 ***********************************************************************
 PS0237  DESIGNATION -  Q 46
 PS0237  PID         -  PS0237
 PS0237  STATE/COUNTY-  SD/FAULK
 PS0237  COUNTRY     -  US
 PS0237  USGS QUAD   -  ROCKHAM (2017)
 PS0237
 PS0237                         *CURRENT SURVEY CONTROL
 PS0237  ______________________________________________________________________
 PS0237* NAD 83(1986) POSITION- 44 54 20.     (N) 098 49 25.     (W)   SCALED
 PS0237* NAVD 88 ORTHO HEIGHT -   425.675 (meters)     1396.57  (feet) ADJUSTED
 PS0237  ______________________________________________________________________
 PS0237  GEOID HEIGHT    -        -24.167 (meters)                     GEOID18
 PS0237  DYNAMIC HEIGHT  -        425.622 (meters)     1396.39  (feet) COMP
 PS0237  MODELED GRAVITY -    980,478.9   (mgal)                       NAVD 88
 PS0237
 PS0237  VERT ORDER      -  FIRST     CLASS II
 PS0237
 PS0237.The horizontal coordinates were scaled from a map and have
 PS0237.an estimated accuracy of +/- 6 seconds.
 PS0237
 PS0237.The orthometric height was determined by differential leveling and
 PS0237.adjusted by the NATIONAL GEODETIC SURVEY
 PS0237.in July 1998.
 PS0237
 PS0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0237.GEOID18 height accuracy estimate available here.
 PS0237
 PS0237.Click photographs - Photos may exist for this station.
 PS0237
 PS0237.The dynamic height is computed by dividing the NAVD 88
 PS0237.geopotential number by the normal gravity value computed on the
 PS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0237.degrees latitude (g = 980.6199 gals.).
 PS0237
 PS0237.The modeled gravity was interpolated from observed gravity values.
 PS0237
 PS0237;                    North         East    Units  Estimated Accuracy
 PS0237;SPC SD N     -   119,820.      692,900.      MT  (+/- 180 meters Scaled)
 PS0237
 PS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ139724(NAD 83)
 PS0237
 PS0237                          SUPERSEDED SURVEY CONTROL
 PS0237
 PS0237  NAVD 88 (06/15/91)  425.687  (m)         1396.61   (f) SUPERSEDED  1 2
 PS0237  NGVD 29 (??/??/92)  425.373  (m)         1395.58   (f) ADJ UNCH    1 2
 PS0237
 PS0237.Superseded values are not recommended for survey control.
 PS0237
 PS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0237.See file dsdata.pdf to determine how the superseded data were derived.
 PS0237
 PS0237_MARKER: DB = BENCH MARK DISK
 PS0237_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0237_SP_SET: FOOTING
 PS0237_STAMPING: Q 46 1934
 PS0237_MARK LOGO: CGS
 PS0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0237+STABILITY: SURFACE MOTION
 PS0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0237+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 PS0237
 PS0237  HISTORY     - Date     Condition        Report By
 PS0237  HISTORY     - 1934     MONUMENTED       CGS
 PS0237  HISTORY     - 1965     GOOD             USGS
 PS0237  HISTORY     - 19960602 GOOD             NGS
 PS0237
 PS0237                          STATION DESCRIPTION
 PS0237
 PS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0237'AT ROCKHAM.
 PS0237'AT ROCKHAM, FAULK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PS0237'RAILWAY, AT THE CITY WATER TANK, ABOUT 160 FEET SOUTH OF THE
 PS0237'CENTER LINE OF THE TRACK, AND IN THE TOP OF THE SOUTHWEST
 PS0237'CONCRETE FOOTING.  A STANDARD DISK, STAMPED Q 46 1934.
 PS0237
 PS0237                          STATION RECOVERY (1965)
 PS0237
 PS0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0237'RECOVERED IN GOOD CONDITION.
 PS0237
 PS0237                          STATION RECOVERY (1996)
 PS0237
 PS0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0237'0.1 KM (0.05 MI) NORTHERLY ALONG BROADWAY FROM THE POST OFFICE IN
 PS0237'ROCKHAM, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG 1ST STREET, IN TOP OF
 PS0237'AND 0.3 M (1.0 FT) NORTH OF THE SOUTH CORNER OF A CONCRETE FOOTING FOR
 PS0237'THE SOUTHEAST LEG OF A WATER TANK, 12.2 M (40.0 FT) NORTH OF THE
 PS0237'STREET CENTER, 2.5 M (8.2 FT) EAST OF THE EXTENDED CENTER OF IOWA
 PS0237'STREET, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE STREET, AND 0.1 M (0.3
 PS0237'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8815 ***********************************************************************
 AB8815  DESIGNATION -  Q 460
 AB8815  PID         -  AB8815
 AB8815  STATE/COUNTY-  SD/BROOKINGS
 AB8815  COUNTRY     -  US
 AB8815  USGS QUAD   -  BROOKINGS (2017)
 AB8815
 AB8815                         *CURRENT SURVEY CONTROL
 AB8815  ______________________________________________________________________
 AB8815* NAD 83(1986) POSITION- 44 19 37.     (N) 096 51 08.     (W)   SCALED
 AB8815* NAVD 88 ORTHO HEIGHT -   486.887 (meters)     1597.40  (feet) ADJUSTED
 AB8815  ______________________________________________________________________
 AB8815  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 AB8815  DYNAMIC HEIGHT  -        486.798 (meters)     1597.10  (feet) COMP
 AB8815  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 AB8815
 AB8815  VERT ORDER      -  FIRST     CLASS II
 AB8815
 AB8815.The horizontal coordinates were scaled from a map and have
 AB8815.an estimated accuracy of +/- 6 seconds.
 AB8815
 AB8815.The orthometric height was determined by differential leveling and
 AB8815.adjusted by the NATIONAL GEODETIC SURVEY
 AB8815.in October 1997.
 AB8815
 AB8815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8815.GEOID18 height accuracy estimate available here.
 AB8815
 AB8815.Click photographs - Photos may exist for this station.
 AB8815
 AB8815.The dynamic height is computed by dividing the NAVD 88
 AB8815.geopotential number by the normal gravity value computed on the
 AB8815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8815.degrees latitude (g = 980.6199 gals.).
 AB8815
 AB8815.The modeled gravity was interpolated from observed gravity values.
 AB8815
 AB8815;                    North         East    Units  Estimated Accuracy
 AB8815;SPC SD N     -    59,730.      851,020.      MT  (+/- 180 meters Scaled)
 AB8815
 AB8815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ712104(NAD 83)
 AB8815
 AB8815                          SUPERSEDED SURVEY CONTROL
 AB8815
 AB8815.No superseded survey control is available for this station.
 AB8815
 AB8815_MARKER: I = METAL ROD
 AB8815_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8815_STAMPING: Q 460 1994
 AB8815_MARK LOGO: NGS
 AB8815_PROJECTION: FLUSH
 AB8815_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8815+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8815_ROD/PIPE-DEPTH: 8.1 meters
 AB8815_SLEEVE-DEPTH  : 0.9 meters
 AB8815
 AB8815  HISTORY     - Date     Condition        Report By
 AB8815  HISTORY     - 1994     MONUMENTED       NGS
 AB8815
 AB8815                          STATION DESCRIPTION
 AB8815
 AB8815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8815'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8815'BROOKINGS, THENCE 5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8815'193.1 M (633.5 FT) WEST OF MILEPOST 417, 93.2 M (305.8 FT) WEST OF THE
 AB8815'WEST END OF A BRIDGE SPANNING NORTH DEER CREEK, 58.6 M (192.3 FT)
 AB8815'NORTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) EAST OF THE CENTER
 AB8815'OF A FIELD ENTRANCE AND GATE, 1.7 M (5.6 FT) SOUTHEAST OF THE EAST END
 AB8815'OF A BRACED FENCE POST, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8815'AND 0.9 M (3.0 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AB8815'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB8815'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8888 ***********************************************************************
 AB8888  DESIGNATION -  Q 461
 AB8888  PID         -  AB8888
 AB8888  STATE/COUNTY-  SD/BEADLE
 AB8888  COUNTRY     -  US
 AB8888  USGS QUAD   -  PEARL CREEK COLONY (2017)
 AB8888
 AB8888                         *CURRENT SURVEY CONTROL
 AB8888  ______________________________________________________________________
 AB8888* NAD 83(1986) POSITION- 44 22 09.     (N) 097 58 25.     (W)   SCALED
 AB8888* NAVD 88 ORTHO HEIGHT -   404.935 (meters)     1328.52  (feet) ADJUSTED
 AB8888  ______________________________________________________________________
 AB8888  GEOID HEIGHT    -        -25.051 (meters)                     GEOID18
 AB8888  DYNAMIC HEIGHT  -        404.867 (meters)     1328.30  (feet) COMP
 AB8888  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 AB8888
 AB8888  VERT ORDER      -  FIRST     CLASS II
 AB8888
 AB8888.The horizontal coordinates were scaled from a map and have
 AB8888.an estimated accuracy of +/- 6 seconds.
 AB8888
 AB8888.The orthometric height was determined by differential leveling and
 AB8888.adjusted by the NATIONAL GEODETIC SURVEY
 AB8888.in October 1997.
 AB8888
 AB8888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8888.GEOID18 height accuracy estimate available here.
 AB8888
 AB8888.Click photographs - Photos may exist for this station.
 AB8888
 AB8888.The dynamic height is computed by dividing the NAVD 88
 AB8888.geopotential number by the normal gravity value computed on the
 AB8888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8888.degrees latitude (g = 980.6199 gals.).
 AB8888
 AB8888.The modeled gravity was interpolated from observed gravity values.
 AB8888
 AB8888;                    North         East    Units  Estimated Accuracy
 AB8888;SPC SD N     -    61,570.      761,500.      MT  (+/- 180 meters Scaled)
 AB8888
 AB8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ817133(NAD 83)
 AB8888
 AB8888                          SUPERSEDED SURVEY CONTROL
 AB8888
 AB8888.No superseded survey control is available for this station.
 AB8888
 AB8888_MARKER: I = METAL ROD
 AB8888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8888_STAMPING: Q 461 1994
 AB8888_MARK LOGO: NGS
 AB8888_PROJECTION: FLUSH
 AB8888_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8888+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8888_ROD/PIPE-DEPTH: 10.8 meters
 AB8888_SLEEVE-DEPTH  : 0.9 meters
 AB8888
 AB8888  HISTORY     - Date     Condition        Report By
 AB8888  HISTORY     - 1994     MONUMENTED       NGS
 AB8888
 AB8888                          STATION DESCRIPTION
 AB8888
 AB8888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8888'19.2 KM (11.95 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8888'STATE HIGHWAY 37 IN HURON, 649.0 M (2129.3 FT) WEST OF MILEPOST 358,
 AB8888'172.6 M (566.3 FT) EAST OF THE EAST END OF A BRIDGE SPANNING PEARL
 AB8888'CREEK, 30.1 M (98.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.0 M (55.8
 AB8888'FT) WEST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING SOUTH AND
 AB8888'THE CENTER OF A FIELD ENTRANCE, 7.1 M (23.3 FT) WEST OF A FENCE
 AB8888'CORNER, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AB8888'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8888'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8888'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8956 ***********************************************************************
 AB8956  DESIGNATION -  Q 462
 AB8956  PID         -  AB8956
 AB8956  STATE/COUNTY-  SD/BROOKINGS
 AB8956  COUNTRY     -  US
 AB8956  USGS QUAD   -  BADGER (2017)
 AB8956
 AB8956                         *CURRENT SURVEY CONTROL
 AB8956  ______________________________________________________________________
 AB8956* NAD 83(1986) POSITION- 44 22 43.     (N) 097 07 46.     (W)   SCALED
 AB8956* NAVD 88 ORTHO HEIGHT -   556.428 (meters)     1825.55  (feet) ADJUSTED
 AB8956  ______________________________________________________________________
 AB8956  GEOID HEIGHT    -        -25.089 (meters)                     GEOID18
 AB8956  DYNAMIC HEIGHT  -        556.321 (meters)     1825.20  (feet) COMP
 AB8956  MODELED GRAVITY -    980,408.9   (mgal)                       NAVD 88
 AB8956
 AB8956  VERT ORDER      -  FIRST     CLASS II
 AB8956
 AB8956.The horizontal coordinates were scaled from a map and have
 AB8956.an estimated accuracy of +/- 6 seconds.
 AB8956
 AB8956.The orthometric height was determined by differential leveling and
 AB8956.adjusted by the NATIONAL GEODETIC SURVEY
 AB8956.in October 1997.
 AB8956
 AB8956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8956.GEOID18 height accuracy estimate available here.
 AB8956
 AB8956.Click photographs - Photos may exist for this station.
 AB8956
 AB8956.The dynamic height is computed by dividing the NAVD 88
 AB8956.geopotential number by the normal gravity value computed on the
 AB8956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8956.degrees latitude (g = 980.6199 gals.).
 AB8956
 AB8956.The modeled gravity was interpolated from observed gravity values.
 AB8956
 AB8956;                    North         East    Units  Estimated Accuracy
 AB8956;SPC SD N     -    64,650.      828,720.      MT  (+/- 180 meters Scaled)
 AB8956
 AB8956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ490156(NAD 83)
 AB8956
 AB8956                          SUPERSEDED SURVEY CONTROL
 AB8956
 AB8956.No superseded survey control is available for this station.
 AB8956
 AB8956_MARKER: I = METAL ROD
 AB8956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8956_STAMPING: Q 462 1994
 AB8956_MARK LOGO: NGS
 AB8956_PROJECTION: FLUSH
 AB8956_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8956+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8956_ROD/PIPE-DEPTH: 4.2 meters
 AB8956_SLEEVE-DEPTH  : 0.9 meters
 AB8956
 AB8956  HISTORY     - Date     Condition        Report By
 AB8956  HISTORY     - 1994     MONUMENTED       NGS
 AB8956
 AB8956                          STATION DESCRIPTION
 AB8956
 AB8956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8956'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8956'IN ARLINGTON, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 AB8956'72.0 M (236.2 FT) NORTH OF THE CENTER OF A DRIVEWAY, 22.9 M (75.1 FT)
 AB8956'WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH OF A T-FENCE
 AB8956'CORNER, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.4 M
 AB8956'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AB8956'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8956'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8949 ***********************************************************************
 AB8949  DESIGNATION -  Q 463
 AB8949  PID         -  AB8949
 AB8949  STATE/COUNTY-  SD/HAND
 AB8949  COUNTRY     -  US
 AB8949  USGS QUAD   -  MILLER (2017)
 AB8949
 AB8949                         *CURRENT SURVEY CONTROL
 AB8949  ______________________________________________________________________
 AB8949* NAD 83(1986) POSITION- 44 30 49.     (N) 098 55 29.     (W)   SCALED
 AB8949* NAVD 88 ORTHO HEIGHT -   478.140 (meters)     1568.70  (feet) ADJUSTED
 AB8949  ______________________________________________________________________
 AB8949  GEOID HEIGHT    -        -24.606 (meters)                     GEOID18
 AB8949  DYNAMIC HEIGHT  -        478.048 (meters)     1568.40  (feet) COMP
 AB8949  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 AB8949
 AB8949  VERT ORDER      -  FIRST     CLASS II
 AB8949
 AB8949.The horizontal coordinates were scaled from a map and have
 AB8949.an estimated accuracy of +/- 6 seconds.
 AB8949
 AB8949.The orthometric height was determined by differential leveling and
 AB8949.adjusted by the NATIONAL GEODETIC SURVEY
 AB8949.in October 1997.
 AB8949
 AB8949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8949.GEOID18 height accuracy estimate available here.
 AB8949
 AB8949.Click photographs - Photos may exist for this station.
 AB8949
 AB8949.The dynamic height is computed by dividing the NAVD 88
 AB8949.geopotential number by the normal gravity value computed on the
 AB8949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8949.degrees latitude (g = 980.6199 gals.).
 AB8949
 AB8949.The modeled gravity was interpolated from observed gravity values.
 AB8949
 AB8949;                    North         East    Units  Estimated Accuracy
 AB8949;SPC SD N     -    76,160.      685,490.      MT  (+/- 180 meters Scaled)
 AB8949
 AB8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ059289(NAD 83)
 AB8949
 AB8949                          SUPERSEDED SURVEY CONTROL
 AB8949
 AB8949.No superseded survey control is available for this station.
 AB8949
 AB8949_MARKER: I = METAL ROD
 AB8949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8949_STAMPING: Q 463 1994
 AB8949_MARK LOGO: NGS
 AB8949_PROJECTION: FLUSH
 AB8949_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8949+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8949_ROD/PIPE-DEPTH: 4.3 meters
 AB8949_SLEEVE-DEPTH  : 0.9 meters
 AB8949
 AB8949  HISTORY     - Date     Condition        Report By
 AB8949  HISTORY     - 1994     MONUMENTED       NGS
 AB8949
 AB8949                          STATION DESCRIPTION
 AB8949
 AB8949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8949'5.3 KM (3.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8949'IN MILLER, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A PAVED ROAD, 51.5
 AB8949'M (169.0 FT) EAST OF THE ROAD CENTER, 29.0 M (95.1 FT) SOUTH OF AND
 AB8949'LEVEL WITH THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN
 AB8949'RAILROAD, 10.3 M (33.8 FT) EAST OF A T-FENCE CORNER, 9.4 M (30.8 FT)
 AB8949'WEST OF A UTILITY POLE WITH THREE GUY CABLES, AND 0.4 M (1.3 FT) NORTH
 AB8949'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8949'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8949'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9021 ***********************************************************************
 AB9021  DESIGNATION -  Q 464
 AB9021  PID         -  AB9021
 AB9021  STATE/COUNTY-  SD/HUGHES
 AB9021  COUNTRY     -  US
 AB9021  USGS QUAD   -  CANNING (2017)
 AB9021
 AB9021                         *CURRENT SURVEY CONTROL
 AB9021  ______________________________________________________________________
 AB9021* NAD 83(1986) POSITION- 44 29 53.     (N) 100 04 41.     (W)   SCALED
 AB9021* NAVD 88 ORTHO HEIGHT -   545.286 (meters)     1788.99  (feet) ADJUSTED
 AB9021  ______________________________________________________________________
 AB9021  GEOID HEIGHT    -        -23.460 (meters)                     GEOID18
 AB9021  DYNAMIC HEIGHT  -        545.176 (meters)     1788.63  (feet) COMP
 AB9021  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 AB9021
 AB9021  VERT ORDER      -  FIRST     CLASS II
 AB9021
 AB9021.The horizontal coordinates were scaled from a map and have
 AB9021.an estimated accuracy of +/- 6 seconds.
 AB9021
 AB9021.The orthometric height was determined by differential leveling and
 AB9021.adjusted by the NATIONAL GEODETIC SURVEY
 AB9021.in October 1997.
 AB9021
 AB9021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9021.GEOID18 height accuracy estimate available here.
 AB9021
 AB9021.Click photographs - Photos may exist for this station.
 AB9021
 AB9021.The dynamic height is computed by dividing the NAVD 88
 AB9021.geopotential number by the normal gravity value computed on the
 AB9021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9021.degrees latitude (g = 980.6199 gals.).
 AB9021
 AB9021.The modeled gravity was interpolated from observed gravity values.
 AB9021
 AB9021;                    North         East    Units  Estimated Accuracy
 AB9021;SPC SD S     -   240,530.      620,300.      MT  (+/- 180 meters Scaled)
 AB9021
 AB9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ142277(NAD 83)
 AB9021
 AB9021                          SUPERSEDED SURVEY CONTROL
 AB9021
 AB9021.No superseded survey control is available for this station.
 AB9021
 AB9021_MARKER: I = METAL ROD
 AB9021_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9021_STAMPING: Q 464 1994
 AB9021_MARK LOGO: NGS
 AB9021_PROJECTION: FLUSH
 AB9021_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9021+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AB9021_ROD/PIPE-DEPTH: 8.4 meters
 AB9021_SLEEVE-DEPTH  : 0.9 meters
 AB9021
 AB9021  HISTORY     - Date     Condition        Report By
 AB9021  HISTORY     - 1994     MONUMENTED       NGS
 AB9021  HISTORY     - 20120409 GOOD             INDIV
 AB9021
 AB9021                          STATION DESCRIPTION
 AB9021
 AB9021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9021'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9021'BLUNT, THENCE 7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 14, 83.3 M
 AB9021'(273.3 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 45.9 M (150.6
 AB9021'FT) NORTH OF MILEPOST 246, 23.0 M (75.5 FT) NORTHWEST OF AND LEVEL
 AB9021'WITH THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) NORTHEAST OF A FENCE
 AB9021'CORNER, 0.5 M (1.6 FT) NORTHEAST OF A RIGHT-OF-WAY POST, AND 0.5 M
 AB9021'(1.6 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 AB9021'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB9021'SPECIFICATIONS FOR A CLASS A MARK.
 AB9021
 AB9021                          STATION RECOVERY (2012)
 AB9021
 AB9021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9057 ***********************************************************************
 AB9057  DESIGNATION -  Q 465
 AB9057  PID         -  AB9057
 AB9057  STATE/COUNTY-  SD/STANLEY
 AB9057  COUNTRY     -  US
 AB9057  USGS QUAD   -  LACY (2017)
 AB9057
 AB9057                         *CURRENT SURVEY CONTROL
 AB9057  ______________________________________________________________________
 AB9057* NAD 83(1986) POSITION- 44 23 13.     (N) 100 39 50.     (W)   SCALED
 AB9057* NAVD 88 ORTHO HEIGHT -   619.066 (meters)     2031.05  (feet) ADJUSTED
 AB9057  ______________________________________________________________________
 AB9057  GEOID HEIGHT    -        -23.008 (meters)                     GEOID18
 AB9057  DYNAMIC HEIGHT  -        618.928 (meters)     2030.60  (feet) COMP
 AB9057  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 AB9057
 AB9057  VERT ORDER      -  FIRST     CLASS II
 AB9057
 AB9057.The horizontal coordinates were scaled from a map and have
 AB9057.an estimated accuracy of +/- 6 seconds.
 AB9057
 AB9057.The orthometric height was determined by differential leveling and
 AB9057.adjusted by the NATIONAL GEODETIC SURVEY
 AB9057.in October 1997.
 AB9057
 AB9057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9057.GEOID18 height accuracy estimate available here.
 AB9057
 AB9057.Click photographs - Photos may exist for this station.
 AB9057
 AB9057.The dynamic height is computed by dividing the NAVD 88
 AB9057.geopotential number by the normal gravity value computed on the
 AB9057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9057.degrees latitude (g = 980.6199 gals.).
 AB9057
 AB9057.The modeled gravity was interpolated from observed gravity values.
 AB9057
 AB9057;                    North         East    Units  Estimated Accuracy
 AB9057;SPC SD S     -   228,200.      573,660.      MT  (+/- 180 meters Scaled)
 AB9057
 AB9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ674161(NAD 83)
 AB9057
 AB9057                          SUPERSEDED SURVEY CONTROL
 AB9057
 AB9057.No superseded survey control is available for this station.
 AB9057
 AB9057_MARKER: I = METAL ROD
 AB9057_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9057_STAMPING: Q 465 1995
 AB9057_MARK LOGO: NGS
 AB9057_PROJECTION: FLUSH
 AB9057_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9057+STABILITY: POSITION/ELEVATION WELL
 AB9057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9057+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9057_ROD/PIPE-DEPTH: 7.8 meters
 AB9057_SLEEVE-DEPTH  : 6.1 meters
 AB9057
 AB9057  HISTORY     - Date     Condition        Report By
 AB9057  HISTORY     - 1995     MONUMENTED       NGS
 AB9057  HISTORY     - 20120524 MARK NOT FOUND   INDIV
 AB9057
 AB9057                          STATION DESCRIPTION
 AB9057
 AB9057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9057'25.9 KM (16.10 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9057'IN PIERRE, 53.3 M (174.9 FT) NORTHWEST OF MILEPOST 213, 36.6 M (120.1
 AB9057'FT) NORTH OF THE HIGHWAY CENTERLINE, 13.8 M (45.3 FT) EAST OF THE EAST
 AB9057'END OF 4 BRACED FENCE POSTS, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 AB9057'HIGHWAY, AND 1.7 M (5.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB9057'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9057
 AB9057                          STATION RECOVERY (2012)
 AB9057
 AB9057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9070 ***********************************************************************
 AB9070  DESIGNATION -  Q 466
 AB9070  PID         -  AB9070
 AB9070  STATE/COUNTY-  SD/STANLEY
 AB9070  COUNTRY     -  US
 AB9070  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB9070
 AB9070                         *CURRENT SURVEY CONTROL
 AB9070  ______________________________________________________________________
 AB9070* NAD 83(1986) POSITION- 44 22 44.     (N) 100 32 30.     (W)   SCALED
 AB9070* NAVD 88 ORTHO HEIGHT -   532.763 (meters)     1747.91  (feet) ADJUSTED
 AB9070  ______________________________________________________________________
 AB9070  GEOID HEIGHT    -        -23.240 (meters)                     GEOID18
 AB9070  DYNAMIC HEIGHT  -        532.644 (meters)     1747.52  (feet) COMP
 AB9070  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 AB9070
 AB9070  VERT ORDER      -  FIRST     CLASS II
 AB9070
 AB9070.The horizontal coordinates were scaled from a map and have
 AB9070.an estimated accuracy of +/- 6 seconds.
 AB9070
 AB9070.The orthometric height was determined by differential leveling and
 AB9070.adjusted by the NATIONAL GEODETIC SURVEY
 AB9070.in October 1997.
 AB9070
 AB9070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9070.GEOID18 height accuracy estimate available here.
 AB9070
 AB9070.Click photographs - Photos may exist for this station.
 AB9070
 AB9070.The dynamic height is computed by dividing the NAVD 88
 AB9070.geopotential number by the normal gravity value computed on the
 AB9070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9070.degrees latitude (g = 980.6199 gals.).
 AB9070
 AB9070.The modeled gravity was interpolated from observed gravity values.
 AB9070
 AB9070;                    North         East    Units  Estimated Accuracy
 AB9070;SPC SD S     -   227,280.      583,400.      MT  (+/- 180 meters Scaled)
 AB9070
 AB9070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ771151(NAD 83)
 AB9070
 AB9070                          SUPERSEDED SURVEY CONTROL
 AB9070
 AB9070.No superseded survey control is available for this station.
 AB9070
 AB9070_MARKER: I = METAL ROD
 AB9070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9070_STAMPING: Q 466 1995
 AB9070_MARK LOGO: NGS
 AB9070_PROJECTION: FLUSH
 AB9070_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9070+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9070_ROD/PIPE-DEPTH: 2.6 meters
 AB9070_SLEEVE-DEPTH  : 0.9 meters
 AB9070
 AB9070  HISTORY     - Date     Condition        Report By
 AB9070  HISTORY     - 1995     MONUMENTED       NGS
 AB9070  HISTORY     - 20120524 GOOD             INDIV
 AB9070
 AB9070                          STATION DESCRIPTION
 AB9070
 AB9070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9070'16.0 KM (9.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9070'IN PIERRE, 289.0 M (948.2 FT) EAST OF MILEPOST 219, 22.1 M (72.5 FT)
 AB9070'SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AB9070'HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.
 AB9070'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB9070'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 AB9070'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AB9070
 AB9070                          STATION RECOVERY (2012)
 AB9070
 AB9070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5824 ***********************************************************************
 AE5824  DESIGNATION -  Q 467
 AE5824  PID         -  AE5824
 AE5824  STATE/COUNTY-  SD/SPINK
 AE5824  COUNTRY     -  US
 AE5824  USGS QUAD   -  FRANKFORT (2017)
 AE5824
 AE5824                         *CURRENT SURVEY CONTROL
 AE5824  ______________________________________________________________________
 AE5824* NAD 83(1986) POSITION- 44 53 01.     (N) 098 18 28.     (W)   SCALED
 AE5824* NAVD 88 ORTHO HEIGHT -   394.981 (meters)     1295.87  (feet) ADJUSTED
 AE5824  ______________________________________________________________________
 AE5824  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AE5824  DYNAMIC HEIGHT  -        394.940 (meters)     1295.73  (feet) COMP
 AE5824  MODELED GRAVITY -    980,501.2   (mgal)                       NAVD 88
 AE5824
 AE5824  VERT ORDER      -  FIRST     CLASS II
 AE5824
 AE5824.The horizontal coordinates were scaled from a map and have
 AE5824.an estimated accuracy of +/- 6 seconds.
 AE5824
 AE5824.The orthometric height was determined by differential leveling and
 AE5824.adjusted by the NATIONAL GEODETIC SURVEY
 AE5824.in July 1998.
 AE5824
 AE5824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5824.GEOID18 height accuracy estimate available here.
 AE5824
 AE5824.Click photographs - Photos may exist for this station.
 AE5824
 AE5824.The dynamic height is computed by dividing the NAVD 88
 AE5824.geopotential number by the normal gravity value computed on the
 AE5824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5824.degrees latitude (g = 980.6199 gals.).
 AE5824
 AE5824.The modeled gravity was interpolated from observed gravity values.
 AE5824
 AE5824;                    North         East    Units  Estimated Accuracy
 AE5824;SPC SD N     -   118,110.      733,680.      MT  (+/- 180 meters Scaled)
 AE5824
 AE5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ546702(NAD 83)
 AE5824
 AE5824                          SUPERSEDED SURVEY CONTROL
 AE5824
 AE5824.No superseded survey control is available for this station.
 AE5824
 AE5824_MARKER: I = METAL ROD
 AE5824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5824_STAMPING: Q 467 1995
 AE5824_MARK LOGO: NGS
 AE5824_PROJECTION: FLUSH
 AE5824_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5824+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5824_ROD/PIPE-DEPTH: 11.1 meters
 AE5824_SLEEVE-DEPTH  : 0.9 meters
 AE5824
 AE5824  HISTORY     - Date     Condition        Report By
 AE5824  HISTORY     - 1995     MONUMENTED       NGS
 AE5824
 AE5824                          STATION DESCRIPTION
 AE5824
 AE5824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5824'16.6 KM (10.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE5824'OF HUMPHREY DRIVE IN DOLAND, 289.0 M (948.2 FT) EAST OF MILEPOST 317,
 AE5824'29.9 M (98.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 8.9 M (29.2 FT)
 AE5824'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT)
 AE5824'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A
 AE5824'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE5824'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5824'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5832 ***********************************************************************
 AE5832  DESIGNATION -  Q 468
 AE5832  PID         -  AE5832
 AE5832  STATE/COUNTY-  SD/SPINK
 AE5832  COUNTRY     -  US
 AE5832  USGS QUAD   -  ASHTON (2017)
 AE5832
 AE5832                         *CURRENT SURVEY CONTROL
 AE5832  ______________________________________________________________________
 AE5832* NAD 83(1986) POSITION- 44 52 44.     (N) 098 28 22.     (W)   SCALED
 AE5832* NAVD 88 ORTHO HEIGHT -   394.681 (meters)     1294.88  (feet) ADJUSTED
 AE5832  ______________________________________________________________________
 AE5832  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 AE5832  DYNAMIC HEIGHT  -        394.638 (meters)     1294.74  (feet) COMP
 AE5832  MODELED GRAVITY -    980,496.1   (mgal)                       NAVD 88
 AE5832
 AE5832  VERT ORDER      -  FIRST     CLASS II
 AE5832
 AE5832.The horizontal coordinates were scaled from a map and have
 AE5832.an estimated accuracy of +/- 6 seconds.
 AE5832
 AE5832.The orthometric height was determined by differential leveling and
 AE5832.adjusted by the NATIONAL GEODETIC SURVEY
 AE5832.in July 1998.
 AE5832
 AE5832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5832.GEOID18 height accuracy estimate available here.
 AE5832
 AE5832.Click photographs - Photos may exist for this station.
 AE5832
 AE5832.The dynamic height is computed by dividing the NAVD 88
 AE5832.geopotential number by the normal gravity value computed on the
 AE5832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5832.degrees latitude (g = 980.6199 gals.).
 AE5832
 AE5832.The modeled gravity was interpolated from observed gravity values.
 AE5832
 AE5832;                    North         East    Units  Estimated Accuracy
 AE5832;SPC SD N     -   117,320.      720,660.      MT  (+/- 180 meters Scaled)
 AE5832
 AE5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ416696(NAD 83)
 AE5832
 AE5832                          SUPERSEDED SURVEY CONTROL
 AE5832
 AE5832.No superseded survey control is available for this station.
 AE5832
 AE5832_MARKER: I = METAL ROD
 AE5832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5832_STAMPING: Q 468 1995
 AE5832_MARK LOGO: NGS
 AE5832_PROJECTION: FLUSH
 AE5832_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5832+STABILITY: POSITION/ELEVATION WELL
 AE5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5832+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5832_ROD/PIPE-DEPTH: 18.0 meters
 AE5832_SLEEVE-DEPTH  : 10.7 meters
 AE5832
 AE5832  HISTORY     - Date     Condition        Report By
 AE5832  HISTORY     - 1995     MONUMENTED       NGS
 AE5832
 AE5832                          STATION DESCRIPTION
 AE5832
 AE5832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5832'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5832'1ST STREET IN REDFIELD, 32.2 M (105.6 FT) SOUTHWEST OF THE HIGHWAY
 AE5832'CENTERLINE, 30.0 M (98.4 FT) SOUTHWEST OF MILEPOST 309, 2.4 M (7.9 FT)
 AE5832'NORTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE5832'HIGHWAY, AND 1.0 M (3.3 FT) NORTH OF A WITNESS POST AND FENCE.
 AE5832'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5839 ***********************************************************************
 AE5839  DESIGNATION -  Q 469
 AE5839  PID         -  AE5839
 AE5839  STATE/COUNTY-  SD/SPINK
 AE5839  COUNTRY     -  US
 AE5839  USGS QUAD   -  ZELL (2017)
 AE5839
 AE5839                         *CURRENT SURVEY CONTROL
 AE5839  ______________________________________________________________________
 AE5839* NAD 83(1986) POSITION- 44 53 52.     (N) 098 37 33.     (W)   SCALED
 AE5839* NAVD 88 ORTHO HEIGHT -   405.759 (meters)     1331.23  (feet) ADJUSTED
 AE5839  ______________________________________________________________________
 AE5839  GEOID HEIGHT    -        -24.264 (meters)                     GEOID18
 AE5839  DYNAMIC HEIGHT  -        405.712 (meters)     1331.07  (feet) COMP
 AE5839  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 AE5839
 AE5839  VERT ORDER      -  FIRST     CLASS II
 AE5839
 AE5839.The horizontal coordinates were scaled from a map and have
 AE5839.an estimated accuracy of +/- 6 seconds.
 AE5839
 AE5839.The orthometric height was determined by differential leveling and
 AE5839.adjusted by the NATIONAL GEODETIC SURVEY
 AE5839.in July 1998.
 AE5839
 AE5839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5839.GEOID18 height accuracy estimate available here.
 AE5839
 AE5839.Click photographs - Photos may exist for this station.
 AE5839
 AE5839.The dynamic height is computed by dividing the NAVD 88
 AE5839.geopotential number by the normal gravity value computed on the
 AE5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5839.degrees latitude (g = 980.6199 gals.).
 AE5839
 AE5839.The modeled gravity was interpolated from observed gravity values.
 AE5839
 AE5839;                    North         East    Units  Estimated Accuracy
 AE5839;SPC SD N     -   119,200.      708,530.      MT  (+/- 180 meters Scaled)
 AE5839
 AE5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ295716(NAD 83)
 AE5839
 AE5839                          SUPERSEDED SURVEY CONTROL
 AE5839
 AE5839.No superseded survey control is available for this station.
 AE5839
 AE5839_MARKER: I = METAL ROD
 AE5839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5839_STAMPING: Q 469 1996
 AE5839_MARK LOGO: NGS
 AE5839_PROJECTION: FLUSH
 AE5839_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5839+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5839_ROD/PIPE-DEPTH: 8.4 meters
 AE5839_SLEEVE-DEPTH  : 0.9 meters
 AE5839
 AE5839  HISTORY     - Date     Condition        Report By
 AE5839  HISTORY     - 1996     MONUMENTED       NGS
 AE5839
 AE5839                          STATION DESCRIPTION
 AE5839
 AE5839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5839'8.8 KM (5.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5839'U.S. HIGHWAY 281 IN REDFIELD, EAST OF MILEPOST 301, 15.0 M (49.2 FT)
 AE5839'NORTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) NORTHEAST OF THE
 AE5839'NORTH END OF A CULVERT UNDER THE HIGHWAY, 2.0 M (6.6 FT) WEST OF A
 AE5839'UTILITY POLE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 AE5839'(1.6 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5839'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5839'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0319 ***********************************************************************
 PS0319  DESIGNATION -  Q 47
 PS0319  PID         -  PS0319
 PS0319  STATE/COUNTY-  SD/HYDE
 PS0319  COUNTRY     -  US
 PS0319  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0319
 PS0319                         *CURRENT SURVEY CONTROL
 PS0319  ______________________________________________________________________
 PS0319* NAD 83(1986) POSITION- 44 42 27.     (N) 099 27 04.     (W)   SCALED
 PS0319* NAVD 88 ORTHO HEIGHT -   515.540 (meters)     1691.40  (feet) ADJUSTED
 PS0319  ______________________________________________________________________
 PS0319  GEOID HEIGHT    -        -23.354 (meters)                     GEOID18
 PS0319  DYNAMIC HEIGHT  -        515.461 (meters)     1691.14  (feet) COMP
 PS0319  MODELED GRAVITY -    980,447.7   (mgal)                       NAVD 88
 PS0319
 PS0319  VERT ORDER      -  SECOND    CLASS 0
 PS0319
 PS0319.The horizontal coordinates were scaled from a map and have
 PS0319.an estimated accuracy of +/- 6 seconds.
 PS0319
 PS0319.The orthometric height was determined by differential leveling and
 PS0319.adjusted by the NATIONAL GEODETIC SURVEY
 PS0319.in June 1991.
 PS0319
 PS0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0319.GEOID18 height accuracy estimate available here.
 PS0319
 PS0319.Click photographs - Photos may exist for this station.
 PS0319
 PS0319.The dynamic height is computed by dividing the NAVD 88
 PS0319.geopotential number by the normal gravity value computed on the
 PS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0319.degrees latitude (g = 980.6199 gals.).
 PS0319
 PS0319.The modeled gravity was interpolated from observed gravity values.
 PS0319
 PS0319;                    North         East    Units  Estimated Accuracy
 PS0319;SPC SD N     -    97,290.      643,500.      MT  (+/- 180 meters Scaled)
 PS0319
 PS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ642505(NAD 83)
 PS0319
 PS0319                          SUPERSEDED SURVEY CONTROL
 PS0319
 PS0319  NGVD 29 (??/??/92)  515.202  (m)         1690.29   (f) ADJ UNCH    2 0
 PS0319
 PS0319.Superseded values are not recommended for survey control.
 PS0319
 PS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0319.See file dsdata.pdf to determine how the superseded data were derived.
 PS0319
 PS0319_MARKER: DB = BENCH MARK DISK
 PS0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0319_STAMPING: Q 47 1934
 PS0319_MARK LOGO: CGS
 PS0319_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0319+STABILITY: SURFACE MOTION
 PS0319
 PS0319  HISTORY     - Date     Condition        Report By
 PS0319  HISTORY     - 1934     MONUMENTED       CGS
 PS0319  HISTORY     - 1940     GOOD             CGS
 PS0319  HISTORY     - 1984     GOOD             NGS
 PS0319
 PS0319                          STATION DESCRIPTION
 PS0319
 PS0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0319'13.5 MI N FROM HIGHMORE.
 PS0319'13.5 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0319'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0319'INTERSECTION OF A SECTION-LINE ROAD, 97.3 FEET EAST OF THE
 PS0319'CENTERLINE OF THE SENECA ROAD, 31 FEET SOUTH OF THE CENTERLINE
 PS0319'OF THE SECTION-LINE ROAD, AND 0.6 FOOT SOUTH OF A WHITE WOODEN
 PS0319'WITNESS POST.  A STANDARD DISK, STAMPED Q 47 1934 AND SET IN THE
 PS0319'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PS0319
 PS0319                          STATION RECOVERY (1984)
 PS0319
 PS0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0319'ABOUT 20.9 KM (13 MI) NORTH ALONG HIGHWAY 47 FROM THE JUNCTION OF
 PS0319'HIGHWAYS, 47 AND 14, ON THE NORTH EDGE OF HIGHMORE, 9.1 M (30 FT)
 PS0319'SOUTH OF THE CENTER OF A DIRT ROAD, 2.5 M (8.3 FT) EAST OF THE EAST
 PS0319'RIGHT-OF-WAY FENCE, 0.5 M (1.5 FT) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5859 ***********************************************************************
 AE5859  DESIGNATION -  Q 470
 AE5859  PID         -  AE5859
 AE5859  STATE/COUNTY-  SD/HAND
 AE5859  COUNTRY     -  US
 AE5859  USGS QUAD   -  MILLER NW (2017)
 AE5859
 AE5859                         *CURRENT SURVEY CONTROL
 AE5859  ______________________________________________________________________
 AE5859* NAD 83(1986) POSITION- 44 42 25.     (N) 098 59 20.     (W)   SCALED
 AE5859* NAVD 88 ORTHO HEIGHT -   447.909 (meters)     1469.51  (feet) ADJUSTED
 AE5859  ______________________________________________________________________
 AE5859  GEOID HEIGHT    -        -24.280 (meters)                     GEOID18
 AE5859  DYNAMIC HEIGHT  -        447.837 (meters)     1469.28  (feet) COMP
 AE5859  MODELED GRAVITY -    980,442.4   (mgal)                       NAVD 88
 AE5859
 AE5859  VERT ORDER      -  FIRST     CLASS II
 AE5859
 AE5859.The horizontal coordinates were scaled from a map and have
 AE5859.an estimated accuracy of +/- 6 seconds.
 AE5859
 AE5859.The orthometric height was determined by differential leveling and
 AE5859.adjusted by the NATIONAL GEODETIC SURVEY
 AE5859.in July 1998.
 AE5859
 AE5859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5859.GEOID18 height accuracy estimate available here.
 AE5859
 AE5859.Click photographs - Photos may exist for this station.
 AE5859
 AE5859.The dynamic height is computed by dividing the NAVD 88
 AE5859.geopotential number by the normal gravity value computed on the
 AE5859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5859.degrees latitude (g = 980.6199 gals.).
 AE5859
 AE5859.The modeled gravity was interpolated from observed gravity values.
 AE5859
 AE5859;                    North         East    Units  Estimated Accuracy
 AE5859;SPC SD N     -    97,580.      680,120.      MT  (+/- 180 meters Scaled)
 AE5859
 AE5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ008503(NAD 83)
 AE5859
 AE5859                          SUPERSEDED SURVEY CONTROL
 AE5859
 AE5859.No superseded survey control is available for this station.
 AE5859
 AE5859_MARKER: I = METAL ROD
 AE5859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5859_STAMPING: Q 470 1996
 AE5859_MARK LOGO: NGS
 AE5859_PROJECTION: FLUSH
 AE5859_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5859+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5859_ROD/PIPE-DEPTH: 8.0 meters
 AE5859_SLEEVE-DEPTH  : 0.9 meters
 AE5859
 AE5859  HISTORY     - Date     Condition        Report By
 AE5859  HISTORY     - 1996     MONUMENTED       NGS
 AE5859
 AE5859                          STATION DESCRIPTION
 AE5859
 AE5859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5859'20.9 KM (13.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5859'OFFICE IN MILLER, 695.0 M (2280.2 FT) SOUTH OF MILEPOST 125, 20.7 M
 AE5859'(67.9 FT) WEST OF THE HIGHWAY CENTERLINE, 7.8 M (25.6 FT) SOUTH OF THE
 AE5859'CENTER OF A TRACK ROAD, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 AE5859'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AE5859'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE5859'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4117 ***********************************************************************
 AE4117  DESIGNATION -  Q 471
 AE4117  PID         -  AE4117
 AE4117  STATE/COUNTY-  SD/POTTER
 AE4117  COUNTRY     -  US
 AE4117  USGS QUAD   -  SENECA SW (2017)
 AE4117
 AE4117                         *CURRENT SURVEY CONTROL
 AE4117  ______________________________________________________________________
 AE4117* NAD 83(1986) POSITION- 45 03 25.     (N) 099 39 18.     (W)   SCALED
 AE4117* NAVD 88 ORTHO HEIGHT -   611.678 (meters)     2006.81  (feet) ADJUSTED
 AE4117  ______________________________________________________________________
 AE4117  GEOID HEIGHT    -        -22.666 (meters)                     GEOID18
 AE4117  DYNAMIC HEIGHT  -        611.593 (meters)     2006.53  (feet) COMP
 AE4117  MODELED GRAVITY -    980,457.0   (mgal)                       NAVD 88
 AE4117
 AE4117  VERT ORDER      -  FIRST     CLASS II
 AE4117
 AE4117.The horizontal coordinates were scaled from a map and have
 AE4117.an estimated accuracy of +/- 6 seconds.
 AE4117
 AE4117.The orthometric height was determined by differential leveling and
 AE4117.adjusted by the NATIONAL GEODETIC SURVEY
 AE4117.in July 1998.
 AE4117
 AE4117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4117.GEOID18 height accuracy estimate available here.
 AE4117
 AE4117.Click photographs - Photos may exist for this station.
 AE4117
 AE4117.The dynamic height is computed by dividing the NAVD 88
 AE4117.geopotential number by the normal gravity value computed on the
 AE4117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4117.degrees latitude (g = 980.6199 gals.).
 AE4117
 AE4117.The modeled gravity was interpolated from observed gravity values.
 AE4117
 AE4117;                    North         East    Units  Estimated Accuracy
 AE4117;SPC SD N     -   136,030.      627,170.      MT  (+/- 180 meters Scaled)
 AE4117
 AE4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ484894(NAD 83)
 AE4117
 AE4117                          SUPERSEDED SURVEY CONTROL
 AE4117
 AE4117.No superseded survey control is available for this station.
 AE4117
 AE4117_MARKER: I = METAL ROD
 AE4117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4117_STAMPING: Q 471 1996
 AE4117_MARK LOGO: NGS
 AE4117_PROJECTION: FLUSH
 AE4117_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4117+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4117_ROD/PIPE-DEPTH: 6.3 meters
 AE4117_SLEEVE-DEPTH  : 0.9 meters
 AE4117
 AE4117  HISTORY     - Date     Condition        Report By
 AE4117  HISTORY     - 1996     MONUMENTED       NGS
 AE4117  HISTORY     - 20120613 GOOD             INDIV
 AE4117
 AE4117                          STATION DESCRIPTION
 AE4117
 AE4117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4117'25.0 KM (15.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4117'OF EXENE STREET IN GETTYSBURG, 155.0 M (508.5 FT) WEST OF MILEPOST
 AE4117'241, 29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.3 M (46.9
 AE4117'FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.9 M (3.0 FT)
 AE4117'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF A T-FENCE
 AE4117'CORNER, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 AE4117'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4117'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4117
 AE4117                          STATION RECOVERY (2012)
 AE4117
 AE4117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0377 ***********************************************************************
 PS0377  DESIGNATION -  Q 48
 PS0377  PID         -  PS0377
 PS0377  STATE/COUNTY-  SD/BUFFALO
 PS0377  COUNTRY     -  US
 PS0377  USGS QUAD   -  STEPHAN (2017)
 PS0377
 PS0377                         *CURRENT SURVEY CONTROL
 PS0377  ______________________________________________________________________
 PS0377* NAD 83(1986) POSITION- 44 10 14.     (N) 099 26 20.     (W)   SCALED
 PS0377* NAVD 88 ORTHO HEIGHT -   514.486 (meters)     1687.94  (feet) ADJUSTED
 PS0377  ______________________________________________________________________
 PS0377  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 PS0377  DYNAMIC HEIGHT  -        514.375 (meters)     1687.58  (feet) COMP
 PS0377  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 PS0377
 PS0377  VERT ORDER      -  SECOND    CLASS 0
 PS0377
 PS0377.The horizontal coordinates were scaled from a map and have
 PS0377.an estimated accuracy of +/- 6 seconds.
 PS0377
 PS0377.The orthometric height was determined by differential leveling and
 PS0377.adjusted by the NATIONAL GEODETIC SURVEY
 PS0377.in June 1991.
 PS0377
 PS0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0377.GEOID18 height accuracy estimate available here.
 PS0377
 PS0377.Click photographs - Photos may exist for this station.
 PS0377
 PS0377.The dynamic height is computed by dividing the NAVD 88
 PS0377.geopotential number by the normal gravity value computed on the
 PS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0377.degrees latitude (g = 980.6199 gals.).
 PS0377
 PS0377.The modeled gravity was interpolated from observed gravity values.
 PS0377
 PS0377;                    North         East    Units  Estimated Accuracy
 PS0377;SPC SD S     -   204,490.      671,530.      MT  (+/- 180 meters Scaled)
 PS0377
 PS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP649909(NAD 83)
 PS0377
 PS0377                          SUPERSEDED SURVEY CONTROL
 PS0377
 PS0377  NGVD 29 (??/??/92)  514.15   (m)         1686.8    (f) COMPUTED    2 0
 PS0377
 PS0377.Superseded values are not recommended for survey control.
 PS0377
 PS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0377.See file dsdata.pdf to determine how the superseded data were derived.
 PS0377
 PS0377_MARKER: DB = BENCH MARK DISK
 PS0377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0377_SP_SET: CULVERT HEADWALL
 PS0377_STAMPING: Q 48 1934
 PS0377_MARK LOGO: CGS
 PS0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0377+STABILITY: SURFACE MOTION
 PS0377
 PS0377  HISTORY     - Date     Condition        Report By
 PS0377  HISTORY     - 1934     MONUMENTED       CGS
 PS0377
 PS0377                          STATION DESCRIPTION
 PS0377
 PS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0377'8.2 MI N FROM FORT THOMPSON.
 PS0377'8.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM FORT THOMPSON,
 PS0377'BUFFALO COUNTY, ABOUT 300 FEET SOUTH OF A BRIDGE, AT A CULVERT,
 PS0377'IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL, AND
 PS0377'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 48 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0378 ***********************************************************************
 PS0378  DESIGNATION -  Q 48 RESET
 PS0378  PID         -  PS0378
 PS0378  STATE/COUNTY-  SD/BUFFALO
 PS0378  COUNTRY     -  US
 PS0378  USGS QUAD   -  STEPHAN (2017)
 PS0378
 PS0378                         *CURRENT SURVEY CONTROL
 PS0378  ______________________________________________________________________
 PS0378* NAD 83(1986) POSITION- 44 10 14.     (N) 099 26 20.     (W)   SCALED
 PS0378* NAVD 88 ORTHO HEIGHT -   514.07  (meters)     1686.6   (feet) RESET
 PS0378  ______________________________________________________________________
 PS0378  GEOID HEIGHT    -        -24.465 (meters)                     GEOID18
 PS0378  VERT ORDER      -  THIRD
 PS0378
 PS0378.The horizontal coordinates were scaled from a map and have
 PS0378.an estimated accuracy of +/- 6 seconds.
 PS0378
 PS0378.The orthometric height was computed from unverified reset data.
 PS0378
 PS0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0378.GEOID18 height accuracy estimate available here.
 PS0378
 PS0378.Click photographs - Photos may exist for this station.
 PS0378
 PS0378;                    North         East    Units  Estimated Accuracy
 PS0378;SPC SD S     -   204,490.      671,530.      MT  (+/- 180 meters Scaled)
 PS0378
 PS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP649909(NAD 83)
 PS0378
 PS0378                          SUPERSEDED SURVEY CONTROL
 PS0378
 PS0378.No superseded survey control is available for this station.
 PS0378
 PS0378_MARKER: DB = BENCH MARK DISK
 PS0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0378_SP_SET: CULVERT
 PS0378_STAMPING: Q 48 RESET 1962
 PS0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0378
 PS0378  HISTORY     - Date     Condition        Report By
 PS0378  HISTORY     - 1962     MONUMENTED       SDHD
 PS0378  HISTORY     - 1963     GOOD             CGS
 PS0378
 PS0378                          STATION DESCRIPTION
 PS0378
 PS0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PS0378'8.2 MI N FROM FORT THOMPSON.
 PS0378'8.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM FORT THOMPSON,
 PS0378'BUFFALO COUNTY, ABOUT 300 FEET SOUTH OF A TWIN BOX CULVERT,
 PS0378'ABOUT 6 FEET BELOW THE LEVEL OF HIGHWAY, 75 FEET RIGHT OF THE
 PS0378'CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0521 ***********************************************************************
 PS0521  DESIGNATION -  Q 49
 PS0521  PID         -  PS0521
 PS0521  STATE/COUNTY-  SD/HUGHES
 PS0521  COUNTRY     -  US
 PS0521  USGS QUAD   -  BLUNT (2017)
 PS0521
 PS0521                         *CURRENT SURVEY CONTROL
 PS0521  ______________________________________________________________________
 PS0521* NAD 83(1986) POSITION- 44 31 32.     (N) 099 54 46.     (W)   SCALED
 PS0521* NAVD 88 ORTHO HEIGHT -   506.466 (meters)     1661.63  (feet) ADJUSTED
 PS0521  ______________________________________________________________________
 PS0521  GEOID HEIGHT    -        -23.521 (meters)                     GEOID18
 PS0521  DYNAMIC HEIGHT  -        506.370 (meters)     1661.32  (feet) COMP
 PS0521  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PS0521
 PS0521  VERT ORDER      -  FIRST     CLASS II
 PS0521
 PS0521.The horizontal coordinates were scaled from a map and have
 PS0521.an estimated accuracy of +/- 6 seconds.
 PS0521
 PS0521.The orthometric height was determined by differential leveling and
 PS0521.adjusted by the NATIONAL GEODETIC SURVEY
 PS0521.in October 1997.
 PS0521
 PS0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0521.GEOID18 height accuracy estimate available here.
 PS0521
 PS0521.Click photographs - Photos may exist for this station.
 PS0521
 PS0521.The dynamic height is computed by dividing the NAVD 88
 PS0521.geopotential number by the normal gravity value computed on the
 PS0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0521.degrees latitude (g = 980.6199 gals.).
 PS0521
 PS0521.The modeled gravity was interpolated from observed gravity values.
 PS0521
 PS0521;                    North         East    Units  Estimated Accuracy
 PS0521;SPC SD S     -   243,640.      633,430.      MT  (+/- 180 meters Scaled)
 PS0521
 PS0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ274306(NAD 83)
 PS0521
 PS0521                          SUPERSEDED SURVEY CONTROL
 PS0521
 PS0521  NAVD 88 (06/15/91)  506.505  (m)         1661.76   (f) SUPERSEDED  1 2
 PS0521  NGVD 29 (??/??/92)  506.153  (m)         1660.60   (f) ADJ UNCH    1 2
 PS0521
 PS0521.Superseded values are not recommended for survey control.
 PS0521
 PS0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0521.See file dsdata.pdf to determine how the superseded data were derived.
 PS0521
 PS0521_MARKER: DB = BENCH MARK DISK
 PS0521_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PS0521_SP_SET: ABUTMENT
 PS0521_STAMPING: Q 49 1934
 PS0521_MARK LOGO: CGS
 PS0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0521+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 PS0521
 PS0521  HISTORY     - Date     Condition        Report By
 PS0521  HISTORY     - 1934     MONUMENTED       CGS
 PS0521  HISTORY     - 1940     GOOD             CGS
 PS0521  HISTORY     - 19941129 GOOD             NGS
 PS0521  HISTORY     - 20120514 GOOD             INDIV
 PS0521
 PS0521                          STATION DESCRIPTION
 PS0521
 PS0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0521'3.9 MI E FROM BLUNT.
 PS0521'3.9 MILES EAST OF THE RAILROAD STATION AT BLUNT, ALONG RAILROAD
 PS0521'IN NORTH END OF WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO.
 PS0521'222, 6.7 FEET NORTH OF THE NORTH RAIL, 1.3 FEET EAST OF WHITE
 PS0521'MARKER POST, 62.7 FEET WEST OF RAILROAD BM.  A STANDARD DISK IN
 PS0521'CONCRETE ABUTMENT.
 PS0521
 PS0521                          STATION RECOVERY (1994)
 PS0521
 PS0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0521'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0521'BLUNT, THENCE 6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 14, IN TOP
 PS0521'OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 PS0521'ABUTMENT OF A DAKOTA, MINNESOTA AND EASTERN RAILROAD BRIDGE SPANNING
 PS0521'SOUTH FORK CREEK, 431.0 M (1414.0 FT) WEST OF MILEPOST 255, 107.5 M
 PS0521'(352.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.1 M (6.9 FT) NORTH OF
 PS0521'THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
 PS0521
 PS0521                          STATION RECOVERY (2012)
 PS0521
 PS0521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0338 ***********************************************************************
 OQ0338  DESIGNATION -  Q 5
 OQ0338  PID         -  OQ0338
 OQ0338  STATE/COUNTY-  SD/MINNEHAHA
 OQ0338  COUNTRY     -  US
 OQ0338  USGS QUAD   -  HUMBOLDT (2017)
 OQ0338
 OQ0338                         *CURRENT SURVEY CONTROL
 OQ0338  ______________________________________________________________________
 OQ0338* NAD 83(1986) POSITION- 43 38 42.     (N) 097 04 28.     (W)   SCALED
 OQ0338* NAVD 88 ORTHO HEIGHT -   518.735 (meters)     1701.88  (feet) ADJUSTED
 OQ0338  ______________________________________________________________________
 OQ0338  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 OQ0338  DYNAMIC HEIGHT  -        518.594 (meters)     1701.42  (feet) COMP
 OQ0338  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 OQ0338
 OQ0338  VERT ORDER      -  FIRST     CLASS II
 OQ0338
 OQ0338.The horizontal coordinates were scaled from a map and have
 OQ0338.an estimated accuracy of +/- 6 seconds.
 OQ0338
 OQ0338.The orthometric height was determined by differential leveling and
 OQ0338.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0338.in September 1993.
 OQ0338
 OQ0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0338.GEOID18 height accuracy estimate available here.
 OQ0338
 OQ0338.Click photographs - Photos may exist for this station.
 OQ0338
 OQ0338.The dynamic height is computed by dividing the NAVD 88
 OQ0338.geopotential number by the normal gravity value computed on the
 OQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0338.degrees latitude (g = 980.6199 gals.).
 OQ0338
 OQ0338.The modeled gravity was interpolated from observed gravity values.
 OQ0338
 OQ0338;                    North         East    Units  Estimated Accuracy
 OQ0338;SPC SD S     -   150,870.      862,850.      MT  (+/- 180 meters Scaled)
 OQ0338
 OQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP552342(NAD 83)
 OQ0338
 OQ0338                          SUPERSEDED SURVEY CONTROL
 OQ0338
 OQ0338  NAVD 88 (06/15/91)  518.728  (m)         1701.86   (f) SUPERSEDED  1 2
 OQ0338  NGVD 29 (??/??/92)  518.421  (m)         1700.85   (f) ADJ UNCH    1 2
 OQ0338
 OQ0338.Superseded values are not recommended for survey control.
 OQ0338
 OQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0338.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0338
 OQ0338_MARKER: DB = BENCH MARK DISK
 OQ0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0338_SP_SET: BUILDING
 OQ0338_STAMPING: Q 5 1925 1700.853
 OQ0338_MARK LOGO: CGS
 OQ0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0338+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ0338
 OQ0338  HISTORY     - Date     Condition        Report By
 OQ0338  HISTORY     - 1925     MONUMENTED       CGS
 OQ0338  HISTORY     - 1935     GOOD             CGS
 OQ0338  HISTORY     - 19910604 GOOD             NGS
 OQ0338  HISTORY     - 20110224 GOOD             INDIV
 OQ0338
 OQ0338                          STATION DESCRIPTION
 OQ0338
 OQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0338'AT HUMBOLDT.
 OQ0338'AT HUMBOLDT, MINNEHAHA COUNTY, ON THE SOUTH SIDE OF THE FIRST
 OQ0338'STREET SOUTH OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OQ0338'RAILWAY, ONE BLOCK EAST OF A HIGH WATER TANK, OPPOSITE A SMALL
 OQ0338'PARK, AT THE STATE BANK OF HUMBOLDT, IN THE NORTH WALL OF THE
 OQ0338'BUILDING, 15 INCHES WEST OF THE NORTHEAST CORNER, 25 INCHES ABOVE
 OQ0338'THE SIDEWALK, AND IN THE CONCRETE COPING.  A STANDARD DISK,
 OQ0338'STAMPED 1700.853 Q 5 1925 AND SET VERTICALLY.  NOTE-- THE CHICAGO,
 OQ0338'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE
 OQ0338'RAILROAD.
 OQ0338
 OQ0338                          STATION RECOVERY (1935)
 OQ0338
 OQ0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0338'RECOVERED IN GOOD CONDITION.
 OQ0338
 OQ0338                          STATION RECOVERY (1991)
 OQ0338
 OQ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0338'IN HUMBOLDT, AT THE INTERSECTION OF MAIN STREET AND 2ND AVENUE, SET
 OQ0338'VERTICALLY IN THE NORTH FACE OF THE WESTERN BANK, 12.7 M (41.7 FT)
 OQ0338'WEST OF THE STREET CENTER, 9.8 M (32.2 FT) SOUTH OF THE AVENUE
 OQ0338'CENTER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.4 M (1.3
 OQ0338'FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 OQ0338
 OQ0338                          STATION RECOVERY (2011)
 OQ0338
 OQ0338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0300 ***********************************************************************
 PS0300  DESIGNATION -  Q 50
 PS0300  PID         -  PS0300
 PS0300  STATE/COUNTY-  SD/HAND
 PS0300  COUNTRY     -  US
 PS0300  USGS QUAD   -  REE HEIGHTS (2017)
 PS0300
 PS0300                         *CURRENT SURVEY CONTROL
 PS0300  ______________________________________________________________________
 PS0300* NAD 83(1986) POSITION- 44 31 02.     (N) 099 08 03.     (W)   SCALED
 PS0300* NAVD 88 ORTHO HEIGHT -   517.783 (meters)     1698.76  (feet) ADJUSTED
 PS0300  ______________________________________________________________________
 PS0300  GEOID HEIGHT    -        -24.210 (meters)                     GEOID18
 PS0300  DYNAMIC HEIGHT  -        517.685 (meters)     1698.44  (feet) COMP
 PS0300  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 PS0300
 PS0300  VERT ORDER      -  SECOND    CLASS 0
 PS0300
 PS0300.The horizontal coordinates were scaled from a map and have
 PS0300.an estimated accuracy of +/- 6 seconds.
 PS0300
 PS0300.The orthometric height was determined by differential leveling and
 PS0300.adjusted by the NATIONAL GEODETIC SURVEY
 PS0300.in June 1991.
 PS0300
 PS0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0300.GEOID18 height accuracy estimate available here.
 PS0300
 PS0300.Click photographs - Photos may exist for this station.
 PS0300
 PS0300.The dynamic height is computed by dividing the NAVD 88
 PS0300.geopotential number by the normal gravity value computed on the
 PS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0300.degrees latitude (g = 980.6199 gals.).
 PS0300
 PS0300.The modeled gravity was interpolated from observed gravity values.
 PS0300
 PS0300;                    North         East    Units  Estimated Accuracy
 PS0300;SPC SD N     -    76,360.      668,840.      MT  (+/- 180 meters Scaled)
 PS0300
 PS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ893293(NAD 83)
 PS0300
 PS0300                          SUPERSEDED SURVEY CONTROL
 PS0300
 PS0300  NGVD 29 (??/??/92)  517.444  (m)         1697.65   (f) ADJ UNCH    2 0
 PS0300
 PS0300.Superseded values are not recommended for survey control.
 PS0300
 PS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0300.See file dsdata.pdf to determine how the superseded data were derived.
 PS0300
 PS0300_MARKER: DB = BENCH MARK DISK
 PS0300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0300_SP_SET: HEADWALL
 PS0300_STAMPING: Q 50 1934
 PS0300_MARK LOGO: CGS
 PS0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0300+STABILITY: SURFACE MOTION
 PS0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0300+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0300
 PS0300  HISTORY     - Date     Condition        Report By
 PS0300  HISTORY     - 1934     MONUMENTED       CGS
 PS0300  HISTORY     - 19941103 GOOD             NGS
 PS0300
 PS0300                          STATION DESCRIPTION
 PS0300
 PS0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0300'3.3 MI E FROM REE HEIGHTS.
 PS0300'ABOUT 3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0300'FROM THE STATION AT REE HEIGHTS, HAND COUNTY, ABOUT 3 POLES WEST
 PS0300'OF MILEPOST 410, AT SANDSTONE CULVERT 191, IN THE CENTER OF THE
 PS0300'TOP OF THE SOUTH HEAD WALL, 12 FEET SOUTH OF THE CENTER LINE OF
 PS0300'THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 PS0300'DISK, STAMPED Q 50 1934.
 PS0300
 PS0300                          STATION RECOVERY (1994)
 PS0300
 PS0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0300'13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0300'IN MILLER, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0300'THENCE O.9 KM EASTERLY ALONG THE DAKOTA, MINNESOTA AND EASTERN
 PS0300'RAILROAD, IN TOP OF AND 2.1 M (6.9 FT) EAST OF THE WEST END OF THE
 PS0300'SOUTH STONE HEADWALL OF A CULVERT UNDER THE TRACK, 3.4 M (11.2 FT)
 PS0300'SOUTH OF THE NEAR RAIL, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 PS0300'TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0106 ***********************************************************************
 PS0106  DESIGNATION -  Q 51
 PS0106  PID         -  PS0106
 PS0106  STATE/COUNTY-  SD/BEADLE
 PS0106  COUNTRY     -  US
 PS0106  USGS QUAD   -  WOLSEY (2017)
 PS0106
 PS0106                         *CURRENT SURVEY CONTROL
 PS0106  ______________________________________________________________________
 PS0106* NAD 83(1986) POSITION- 44 24 57.29   (N) 098 29 53.87   (W)   HD_HELD1
 PS0106* NAVD 88 ORTHO HEIGHT -   409.036 (meters)     1341.98  (feet) ADJUSTED
 PS0106  ______________________________________________________________________
 PS0106  GEOID HEIGHT    -        -24.973 (meters)                     GEOID18
 PS0106  DYNAMIC HEIGHT  -        408.963 (meters)     1341.74  (feet) COMP
 PS0106  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 PS0106
 PS0106  VERT ORDER      -  SECOND    CLASS 0
 PS0106
 PS0106.The horizontal coordinates were determined by differentially corrected
 PS0106.hand held GPS observations or other comparable positioning techniques
 PS0106.and have an estimated accuracy of +/- 3 meters.
 PS0106
 PS0106.The orthometric height was determined by differential leveling and
 PS0106.adjusted by the NATIONAL GEODETIC SURVEY
 PS0106.in June 1991.
 PS0106
 PS0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0106.GEOID18 height accuracy estimate available here.
 PS0106
 PS0106.Click photographs - Photos may exist for this station.
 PS0106
 PS0106.The dynamic height is computed by dividing the NAVD 88
 PS0106.geopotential number by the normal gravity value computed on the
 PS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0106.degrees latitude (g = 980.6199 gals.).
 PS0106
 PS0106.The modeled gravity was interpolated from observed gravity values.
 PS0106
 PS0106;                    North         East    Units  Estimated Accuracy
 PS0106;SPC SD N     -    65,847.2     719,594.4     MT  (+/- 3 meters HH1 GPS) 
 PS0106
 PS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3994118191(NAD 83)
 PS0106
 PS0106                          SUPERSEDED SURVEY CONTROL
 PS0106
 PS0106  NGVD 29 (??/??/92)  408.733  (m)         1340.98   (f) ADJ UNCH    2 0
 PS0106
 PS0106.Superseded values are not recommended for survey control.
 PS0106
 PS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0106.See file dsdata.pdf to determine how the superseded data were derived.
 PS0106
 PS0106_MARKER: DB = BENCH MARK DISK
 PS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0106_STAMPING: Q 51 1934
 PS0106_MARK LOGO: CGS
 PS0106_PROJECTION: PROJECTING 13 CENTIMETERS
 PS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0106+STABILITY: SURFACE MOTION
 PS0106
 PS0106  HISTORY     - Date     Condition        Report By
 PS0106  HISTORY     - 1934     MONUMENTED       CGS
 PS0106  HISTORY     - 1940     GOOD             CGS
 PS0106  HISTORY     - 19941102 MARK NOT FOUND   NGS
 PS0106
 PS0106                          STATION DESCRIPTION
 PS0106
 PS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0106'1.1 MI W FROM WOLSEY.
 PS0106'1.1 MILES WEST ALONG THE CHICAGO, AND NORTH WESTERN RAILWAY FROM
 PS0106'THE STATION AT WOLSEY, BEADLE COUNTY, 10 POLES WEST OF MILEPOST
 PS0106'377, AT A SECTION-LINE ROAD CROSSING, 97.4 FEET NORTH OF THE
 PS0106'NORTH RAIL, 54.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 18
 PS0106'INCHES SOUTH OF THE RIGHT-OF-WAY FENCE, 0.7 FOOT EAST OF A WHITE
 PS0106'REFERENCE POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 PS0106'DISK, STAMPED Q 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 PS0106'PROJECTING 5 INCHES ABOVE GROUND.
 PS0106
 PS0106                          STATION RECOVERY (1994)
 PS0106
 PS0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0106'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0564 ***********************************************************************
 PR0564  DESIGNATION -  Q 52
 PR0564  PID         -  PR0564
 PR0564  STATE/COUNTY-  SD/KINGSBURY
 PR0564  COUNTRY     -  US
 PR0564  USGS QUAD   -  IROQUOIS (2017)
 PR0564
 PR0564                         *CURRENT SURVEY CONTROL
 PR0564  ______________________________________________________________________
 PR0564* NAD 83(1986) POSITION- 44 22 07.     (N) 097 45 09.     (W)   SCALED
 PR0564* NAVD 88 ORTHO HEIGHT -   456.489 (meters)     1497.66  (feet) ADJUSTED
 PR0564  ______________________________________________________________________
 PR0564  GEOID HEIGHT    -        -25.088 (meters)                     GEOID18
 PR0564  DYNAMIC HEIGHT  -        456.406 (meters)     1497.39  (feet) COMP
 PR0564  MODELED GRAVITY -    980,422.6   (mgal)                       NAVD 88
 PR0564
 PR0564  VERT ORDER      -  SECOND    CLASS 0
 PR0564
 PR0564.The horizontal coordinates were scaled from a map and have
 PR0564.an estimated accuracy of +/- 6 seconds.
 PR0564
 PR0564.The orthometric height was determined by differential leveling and
 PR0564.adjusted by the NATIONAL GEODETIC SURVEY
 PR0564.in June 1991.
 PR0564
 PR0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0564.GEOID18 height accuracy estimate available here.
 PR0564
 PR0564.Click photographs - Photos may exist for this station.
 PR0564
 PR0564.The dynamic height is computed by dividing the NAVD 88
 PR0564.geopotential number by the normal gravity value computed on the
 PR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0564.degrees latitude (g = 980.6199 gals.).
 PR0564
 PR0564.The modeled gravity was interpolated from observed gravity values.
 PR0564
 PR0564;                    North         East    Units  Estimated Accuracy
 PR0564;SPC SD N     -    61,970.      779,120.      MT  (+/- 180 meters Scaled)
 PR0564
 PR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ993135(NAD 83)
 PR0564
 PR0564                          SUPERSEDED SURVEY CONTROL
 PR0564
 PR0564  NGVD 29 (??/??/92)  456.217  (m)         1496.77   (f) ADJ UNCH    2 0
 PR0564
 PR0564.Superseded values are not recommended for survey control.
 PR0564
 PR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0564.See file dsdata.pdf to determine how the superseded data were derived.
 PR0564
 PR0564_MARKER: DB = BENCH MARK DISK
 PR0564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0564_SP_SET: CULVERT HEADWALL
 PR0564_STAMPING: Q 52 1934
 PR0564_MARK LOGO: CGS
 PR0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0564+STABILITY: SURFACE MOTION
 PR0564
 PR0564  HISTORY     - Date     Condition        Report By
 PR0564  HISTORY     - 1934     MONUMENTED       CGS
 PR0564  HISTORY     - 19940923 MARK NOT FOUND   NGS
 PR0564
 PR0564                          STATION DESCRIPTION
 PR0564
 PR0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0564'1.6 MI W FROM MANCHESTER.
 PR0564'ABOUT 1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0564'FROM THE STATION AT MANCHESTER, KINGSBURY COUNTY, ABOUT 2 POLES
 PR0564'EAST OF MILEPOST 340, AT A ROAD CROSSING, 93 FEET SOUTH OF THE
 PR0564'CENTER LINE OF THE TRACK, AT A ROAD CULVERT, IN THE CENTER OF THE
 PR0564'TOP OF THE WEST CONCRETE HEAD WALL, AND ABOUT 3 FEET LOWER THAN
 PR0564'THE TRACK.  A STANDARD DISK, STAMPED 52 1934.
 PR0564
 PR0564                          STATION RECOVERY (1994)
 PR0564
 PR0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0564'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0564'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0548 ***********************************************************************
 PR0548  DESIGNATION -  Q 53
 PR0548  PID         -  PR0548
 PR0548  STATE/COUNTY-  SD/MINER
 PR0548  COUNTRY     -  US
 PR0548  USGS QUAD   -  HOWARD (2017)
 PR0548
 PR0548                         *CURRENT SURVEY CONTROL
 PR0548  ______________________________________________________________________
 PR0548* NAD 83(1986) POSITION- 44 00 32.     (N) 097 35 49.     (W)   SCALED
 PR0548* NAVD 88 ORTHO HEIGHT -   450.695 (meters)     1478.66  (feet) ADJUSTED
 PR0548  ______________________________________________________________________
 PR0548  GEOID HEIGHT    -        -25.731 (meters)                     GEOID18
 PR0548  DYNAMIC HEIGHT  -        450.595 (meters)     1478.33  (feet) COMP
 PR0548  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 PR0548
 PR0548  VERT ORDER      -  SECOND    CLASS 0
 PR0548
 PR0548.The horizontal coordinates were scaled from a map and have
 PR0548.an estimated accuracy of +/- 6 seconds.
 PR0548
 PR0548.The orthometric height was determined by differential leveling and
 PR0548.adjusted by the NATIONAL GEODETIC SURVEY
 PR0548.in June 1991.
 PR0548
 PR0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0548.GEOID18 height accuracy estimate available here.
 PR0548
 PR0548.Click photographs - Photos may exist for this station.
 PR0548
 PR0548.The dynamic height is computed by dividing the NAVD 88
 PR0548.geopotential number by the normal gravity value computed on the
 PR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0548.degrees latitude (g = 980.6199 gals.).
 PR0548
 PR0548.The modeled gravity was interpolated from observed gravity values.
 PR0548
 PR0548;                    North         East    Units  Estimated Accuracy
 PR0548;SPC SD S     -   189,760.      819,390.      MT  (+/- 180 meters Scaled)
 PR0548
 PR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP124738(NAD 83)
 PR0548
 PR0548                          SUPERSEDED SURVEY CONTROL
 PR0548
 PR0548  NGVD 29 (??/??/92)  450.409  (m)         1477.72   (f) ADJ UNCH    2 0
 PR0548
 PR0548.Superseded values are not recommended for survey control.
 PR0548
 PR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0548.See file dsdata.pdf to determine how the superseded data were derived.
 PR0548
 PR0548_MARKER: DB = BENCH MARK DISK
 PR0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0548_STAMPING: Q 53 1934
 PR0548_MARK LOGO: CGS
 PR0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0548+STABILITY: SURFACE MOTION
 PR0548
 PR0548  HISTORY     - Date     Condition        Report By
 PR0548  HISTORY     - 1934     MONUMENTED       CGS
 PR0548  HISTORY     - 1934     GOOD             CGS
 PR0548
 PR0548                          STATION DESCRIPTION
 PR0548
 PR0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0548'AT VILAS.
 PR0548'AT VILAS, MINER COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PR0548'RAILWAY, ABOUT 6 POLES SOUTHEAST OF THE STATION, ABOUT 2 POLES
 PR0548'NORTHWEST OF MILEPOST 98, ABOUT 3 POLES NORTHWEST OF THE
 PR0548'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 PR0548'39 FEET NORTHEAST OF THE CENTER LINE OF THE CHICAGO AND NORTH
 PR0548'WESTERN RAILWAY TRACK, AND ABOUT 5 FEET SOUTHEAST OF A POLE.
 PR0548'A STANDARD DISK, STAMPED Q 53 1934 AND SET IN THE TOP OF A
 PR0548'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0296 ***********************************************************************
 PR0296  DESIGNATION -  Q 55
 PR0296  PID         -  PR0296
 PR0296  STATE/COUNTY-  SD/DEUEL
 PR0296  COUNTRY     -  US
 PR0296  USGS QUAD   -  TORONTO (2017)
 PR0296
 PR0296                         *CURRENT SURVEY CONTROL
 PR0296  ______________________________________________________________________
 PR0296* NAD 83(2011) POSITION- 44 35 46.56766(N) 096 38 30.66595(W)   ADJUSTED
 PR0296* NAD 83(2011) ELLIP HT-   580.188 (meters)        (06/27/12)   ADJUSTED
 PR0296* NAD 83(2011) EPOCH   -  2010.00
 PR0296* NAVD 88 ORTHO HEIGHT -   605.392 (meters)     1986.19  (feet) ADJUSTED
 PR0296  ______________________________________________________________________
 PR0296  GEOID HEIGHT    -        -25.202 (meters)                     GEOID18
 PR0296  NAD 83(2011) X  -   -526,221.099 (meters)                     COMP
 PR0296  NAD 83(2011) Y  - -4,519,082.323 (meters)                     COMP
 PR0296  NAD 83(2011) Z  -  4,455,919.360 (meters)                     COMP
 PR0296  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 PR0296  DYNAMIC HEIGHT  -        605.291 (meters)     1985.86  (feet) COMP
 PR0296  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 PR0296
 PR0296  VERT ORDER      -  SECOND    CLASS 0
 PR0296
 PR0296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR0296  Standards:
 PR0296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR0296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR0296  -------------------------------------------------------------------
 PR0296  NETWORK    0.41   0.82           0.19   0.14   0.42     -0.01622618
 PR0296  -------------------------------------------------------------------
 PR0296  Click here for local accuracies and other accuracy information.
 PR0296
 PR0296.The horizontal coordinates were established by GPS observations
 PR0296.and adjusted by the National Geodetic Survey in June 2012.
 PR0296
 PR0296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR0296.been affixed to the stable North American tectonic plate. See 
 PR0296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR0296
 PR0296.The horizontal coordinates are valid at the epoch date displayed above
 PR0296.which is a decimal equivalence of Year/Month/Day.
 PR0296
 PR0296.The orthometric height was determined by differential leveling and
 PR0296.adjusted by the NATIONAL GEODETIC SURVEY
 PR0296.in June 1991.
 PR0296
 PR0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0296.GEOID18 height accuracy estimate available here.
 PR0296
 PR0296.Click photographs - Photos may exist for this station.
 PR0296
 PR0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR0296
 PR0296.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0296
 PR0296.The ellipsoidal height was determined by GPS observations
 PR0296.and is referenced to NAD 83.
 PR0296
 PR0296.The dynamic height is computed by dividing the NAVD 88
 PR0296.geopotential number by the normal gravity value computed on the
 PR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0296.degrees latitude (g = 980.6199 gals.).
 PR0296
 PR0296.The modeled gravity was interpolated from observed gravity values.
 PR0296
 PR0296. The following values were computed from the NAD 83(2011) position.
 PR0296
 PR0296;                    North         East     Units Scale Factor Converg.
 PR0296;SPC SD N     -    90,308.220   866,547.885   MT  0.99997044   +2 22 36.1
 PR0296;SPC SD N     -   296,286.22  2,842,999.19   sFT  0.99997044   +2 22 36.1
 PR0296;UTM  14      - 4,940,807.514   687,159.568   MT  1.00003078   +1 39 22.1
 PR0296
 PR0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0296!SPC SD N     -   0.99990904  x   0.99997044  =   0.99987948
 PR0296!UTM  14      -   0.99990904  x   1.00003078  =   0.99993982
 PR0296
 PR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8715940807(NAD 83)
 PR0296
 PR0296                          SUPERSEDED SURVEY CONTROL
 PR0296
 PR0296  NAD 83(2007)-  44 35 46.56753(N)    096 38 30.66688(W) AD(2002.00) 0
 PR0296  ELLIP H (02/10/07)  580.226  (m)                       GP(2002.00)    
 PR0296  NAD 83(1996)-  44 35 46.56716(N)    096 38 30.66637(W) AD(       ) 1
 PR0296  ELLIP H (07/31/03)  580.264  (m)                       GP(       ) 3 1
 PR0296  NAVD 88             605.39   (m)         1986.2    (f) LEVELING    3  
 PR0296  NGVD 29 (??/??/92)  605.123  (m)         1985.31   (f) ADJ UNCH    2 0
 PR0296
 PR0296.Superseded values are not recommended for survey control.
 PR0296
 PR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0296.See file dsdata.pdf to determine how the superseded data were derived.
 PR0296
 PR0296_MARKER: DB = BENCH MARK DISK
 PR0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0296_STAMPING: Q 55 1934
 PR0296_MARK LOGO: CGS
 PR0296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0296+STABILITY: SURFACE MOTION
 PR0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0296+SATELLITE: SATELLITE OBSERVATIONS - 2002
 PR0296
 PR0296  HISTORY     - Date     Condition        Report By
 PR0296  HISTORY     - 1934     MONUMENTED       CGS
 PR0296  HISTORY     - 1949     GOOD             CGS
 PR0296  HISTORY     - 2002     GOOD             MNDT
 PR0296  HISTORY     - 20230920 MARK NOT FOUND   SDDT
 PR0296
 PR0296                          STATION DESCRIPTION
 PR0296
 PR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0296'1.6 MI N FROM TORONTO.
 PR0296'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND
 PR0296'PACIFIC RAILWAY FROM THE STATION AT TORONTO, DEUEL COUNTY, ABOUT
 PR0296'8 POLES SOUTH OF MILEPOST 363, 38 FEET EAST OF THE CENTER LINE
 PR0296'OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 PR0296'STAMPED Q 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0296
 PR0296                          STATION RECOVERY (1949)
 PR0296
 PR0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PR0296'RECOVERED IN GOOD CONDITION.
 PR0296
 PR0296                          STATION RECOVERY (2002)
 PR0296
 PR0296'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PR0296'RECOVERED AS DESCRIBED.
 PR0296
 PR0296                          STATION RECOVERY (2023)
 PR0296
 PR0296'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 PR0296'NO SURFACE EVIDENCE FOR THE MARK WAS LEFT AND NOW LANDS IN A FIELD
 PR0296'THAT IS CURRENTLY BEING WORKED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0392 ***********************************************************************
 PR0392  DESIGNATION -  Q 56
 PR0392  PID         -  PR0392
 PR0392  STATE/COUNTY-  SD/CODINGTON
 PR0392  COUNTRY     -  US
 PR0392  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0392
 PR0392                         *CURRENT SURVEY CONTROL
 PR0392  ______________________________________________________________________
 PR0392* NAD 83(1986) POSITION- 44 53 30.     (N) 097 02 47.     (W)   SCALED
 PR0392* NAVD 88 ORTHO HEIGHT -   547.550 (meters)     1796.42  (feet) ADJUSTED
 PR0392  ______________________________________________________________________
 PR0392  GEOID HEIGHT    -        -25.138 (meters)                     GEOID18
 PR0392  DYNAMIC HEIGHT  -        547.470 (meters)     1796.16  (feet) COMP
 PR0392  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 PR0392
 PR0392  VERT ORDER      -  FIRST     CLASS II
 PR0392
 PR0392.The horizontal coordinates were scaled from a map and have
 PR0392.an estimated accuracy of +/- 6 seconds.
 PR0392
 PR0392.The orthometric height was determined by differential leveling and
 PR0392.adjusted by the NATIONAL GEODETIC SURVEY
 PR0392.in June 1991.
 PR0392
 PR0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0392.GEOID18 height accuracy estimate available here.
 PR0392
 PR0392.Click photographs - Photos may exist for this station.
 PR0392
 PR0392.The dynamic height is computed by dividing the NAVD 88
 PR0392.geopotential number by the normal gravity value computed on the
 PR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0392.degrees latitude (g = 980.6199 gals.).
 PR0392
 PR0392.The modeled gravity was interpolated from observed gravity values.
 PR0392
 PR0392;                    North         East    Units  Estimated Accuracy
 PR0392;SPC SD N     -   121,860.      833,260.      MT  (+/- 180 meters Scaled)
 PR0392
 PR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ542727(NAD 83)
 PR0392
 PR0392                          SUPERSEDED SURVEY CONTROL
 PR0392
 PR0392  NGVD 29 (??/??/92)  547.25   (m)         1795.4    (f) COMPUTED    1 2
 PR0392
 PR0392.Superseded values are not recommended for survey control.
 PR0392
 PR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0392.See file dsdata.pdf to determine how the superseded data were derived.
 PR0392
 PR0392_MARKER: DB = BENCH MARK DISK
 PR0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0392_STAMPING: Q 56 1934
 PR0392_MARK LOGO: CGS
 PR0392_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0392+STABILITY: SURFACE MOTION
 PR0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0392+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0392
 PR0392  HISTORY     - Date     Condition        Report By
 PR0392  HISTORY     - 1934     MONUMENTED       CGS
 PR0392  HISTORY     - 1968     GOOD             USGS
 PR0392  HISTORY     - 19900703 GOOD             NGS
 PR0392  HISTORY     - 19950919 GOOD             NGS
 PR0392  HISTORY     - 19961011 GOOD             CHANCE
 PR0392
 PR0392                          STATION DESCRIPTION
 PR0392
 PR0392'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PR0392'3 MI E FROM WATERTOWN.
 PR0392'WATERTOWN, CODINGTON COUNTY, 3.0 MI. E. ALONG U.S. HWY. 212
 PR0392'THENCE 0.1 MI. N. FROM JUNCTION WITH U.S. HWY. 83 AT, T. 117 N.,
 PR0392'R. 52 W., NEAR SE COR. OF SEC. 34, 83 FT. W., 212.5 FT. W. AND
 PR0392'2.1 FT. LOWER THAN RD. AT FENCE W., 156 FT. E. OF CENTER POLE
 PR0392'OF A THREE POLE TRANSMISSION LINE TOWER, 1.8 FT. S. OF A WITNESS
 PR0392'SIGN, 0.5 FT. W. OF A WHITE WOODEN WITNESS POST, IN CONC. POST
 PR0392'PROJ. 0.3 FT. A C AND GS DISK STAMPED Q 56 1934.
 PR0392
 PR0392                          STATION RECOVERY (1990)
 PR0392
 PR0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0392'0.9 KM (0.6 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0392'INTERSTATE HIGHWAY 29 (EXIT 177) IN WATERTOWN, THENCE 0.2 KM
 PR0392'(0.1 MI) NORTH ALONG A GRAVELED ROAD, 64.6 M (211.9 FT) WEST OF THE
 PR0392'CENTER OF THE ROAD, 44.8 M (147.0 FT) EAST OF THE MOST NORTHEASTERLY
 PR0392'0F 3 UTILITY POLES, 2.5 M (8.2 FT) SOUTH OF THE MOST SOUTHERLY OF 6
 PR0392'TREES, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT
 PR0392'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PR0392
 PR0392                          STATION RECOVERY (1995)
 PR0392
 PR0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0392'0.9 KM (0.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0392'INTERSTATE HIGHWAY 29 IN WATERTOWN, THENCE 0.2 KM (0.10 MI) NORTHERLY
 PR0392'ALONG A GRAVELED ROAD, 64.6 M (211.9 FT) WEST OF THE ROAD CENTER, 44.8
 PR0392'M (147.0 FT) EAST OF THE MOST NORTHEASTERLY OF 3 UTILITY POLES, 4.8 M
 PR0392'(15.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A MOBILE HOME, 2.5 M
 PR0392'(8.2 FT) SOUTH OF THE MOST SOUTHERLY OF 6 ROWS OF TREES, 0.5 M (1.6
 PR0392'FT) BELOW THE LEVEL OF THE ROAD, 1.5 M (4.9 FT) SOUTH OF A WITNESS
 PR0392'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PR0392'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DARWIN GLESE, RR
 PR0392'5, BOX 107, WATERTOWN, SD 57201.
 PR0392
 PR0392                          STATION RECOVERY (1996)
 PR0392
 PR0392'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0392'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0377 ***********************************************************************
 PR0377  DESIGNATION -  Q 56
 PR0377  PID         -  PR0377
 PR0377  STATE/COUNTY-  SD/HAMLIN
 PR0377  COUNTRY     -  US
 PR0377  USGS QUAD   -  HAZEL (2017)
 PR0377
 PR0377                         *CURRENT SURVEY CONTROL
 PR0377  ______________________________________________________________________
 PR0377* NAD 83(1986) POSITION- 44 45 35.     (N) 097 22 40.     (W)   SCALED
 PR0377* NAVD 88 ORTHO HEIGHT -   537.363 (meters)     1763.00  (feet) ADJUSTED
 PR0377  ______________________________________________________________________
 PR0377  GEOID HEIGHT    -        -24.857 (meters)                     GEOID18
 PR0377  DYNAMIC HEIGHT  -        537.280 (meters)     1762.73  (feet) COMP
 PR0377  MODELED GRAVITY -    980,446.3   (mgal)                       NAVD 88
 PR0377
 PR0377  VERT ORDER      -  SECOND    CLASS 0
 PR0377
 PR0377.The horizontal coordinates were scaled from a map and have
 PR0377.an estimated accuracy of +/- 6 seconds.
 PR0377
 PR0377.The orthometric height was determined by differential leveling and
 PR0377.adjusted by the NATIONAL GEODETIC SURVEY
 PR0377.in June 1991.
 PR0377
 PR0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0377.GEOID18 height accuracy estimate available here.
 PR0377
 PR0377.Click photographs - Photos may exist for this station.
 PR0377
 PR0377.The dynamic height is computed by dividing the NAVD 88
 PR0377.geopotential number by the normal gravity value computed on the
 PR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0377.degrees latitude (g = 980.6199 gals.).
 PR0377
 PR0377.The modeled gravity was interpolated from observed gravity values.
 PR0377
 PR0377;                    North         East    Units  Estimated Accuracy
 PR0377;SPC SD N     -   106,300.      807,570.      MT  (+/- 180 meters Scaled)
 PR0377
 PR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ283575(NAD 83)
 PR0377
 PR0377                          SUPERSEDED SURVEY CONTROL
 PR0377
 PR0377  NGVD 29 (??/??/92)  537.08   (m)         1762.1    (f) COMPUTED    2 0
 PR0377
 PR0377.Superseded values are not recommended for survey control.
 PR0377
 PR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0377.See file dsdata.pdf to determine how the superseded data were derived.
 PR0377
 PR0377_MARKER: DB = BENCH MARK DISK
 PR0377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0377_SP_SET: CULVERT HEADWALL
 PR0377_STAMPING: Q 56 1934
 PR0377_MARK LOGO: CGS
 PR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0377+STABILITY: SURFACE MOTION
 PR0377
 PR0377  HISTORY     - Date     Condition        Report By
 PR0377  HISTORY     - 1934     MONUMENTED       CGS
 PR0377  HISTORY     - 1973     POOR             USGS
 PR0377
 PR0377                          STATION DESCRIPTION
 PR0377
 PR0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0377'AT HAZEL.
 PR0377'AT HAZEL, HAMLIN COUNTY, ON MAIN STREET, 90 FEET NORTHWEST OF
 PR0377'THE NORTHWEST CORNER OF THE GREAT NORTHERN RAILWAY STATION,
 PR0377'85 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AT A 2-FOOT
 PR0377'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 PR0377'FOOTWALL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 PR0377'Q 56 1934.  NOTE-- THE TOP OF BM HAS BEEN SCRAPED AND THE STAMPING
 PR0377'REMOVED APPARENTLY BY SNOWPLOW.  RR STATION HAS BEEN MOVED SOUTH
 PR0377'ACROSS TRACKS AND IS NOW USED FOR GRAIN STORAGE.
 PR0377
 PR0377                          STATION RECOVERY (1973)
 PR0377
 PR0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0377'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0268 ***********************************************************************
 QQ0268  DESIGNATION -  Q 57
 QQ0268  PID         -  QQ0268
 QQ0268  STATE/COUNTY-  SD/CLARK
 QQ0268  COUNTRY     -  US
 QQ0268  USGS QUAD   -  LILY (2017)
 QQ0268
 QQ0268                         *CURRENT SURVEY CONTROL
 QQ0268  ______________________________________________________________________
 QQ0268* NAD 83(1986) POSITION- 45 09 02.     (N) 097 40 22.     (W)   SCALED
 QQ0268* NAVD 88 ORTHO HEIGHT -   556.199 (meters)     1824.80  (feet) ADJUSTED
 QQ0268  ______________________________________________________________________
 QQ0268  GEOID HEIGHT    -        -24.748 (meters)                     GEOID18
 QQ0268  DYNAMIC HEIGHT  -        556.129 (meters)     1824.57  (feet) COMP
 QQ0268  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 QQ0268
 QQ0268  VERT ORDER      -  SECOND    CLASS 0
 QQ0268
 QQ0268.The horizontal coordinates were scaled from a map and have
 QQ0268.an estimated accuracy of +/- 6 seconds.
 QQ0268
 QQ0268.The orthometric height was determined by differential leveling and
 QQ0268.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0268.in June 1991.
 QQ0268
 QQ0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0268.GEOID18 height accuracy estimate available here.
 QQ0268
 QQ0268.Click photographs - Photos may exist for this station.
 QQ0268
 QQ0268.The dynamic height is computed by dividing the NAVD 88
 QQ0268.geopotential number by the normal gravity value computed on the
 QQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0268.degrees latitude (g = 980.6199 gals.).
 QQ0268
 QQ0268.The modeled gravity was interpolated from observed gravity values.
 QQ0268
 QQ0268;                    North         East    Units  Estimated Accuracy
 QQ0268;SPC SD N     -   149,000.      782,980.      MT  (+/- 180 meters Scaled)
 QQ0268
 QQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR043005(NAD 83)
 QQ0268
 QQ0268                          SUPERSEDED SURVEY CONTROL
 QQ0268
 QQ0268  NGVD 29 (??/??/92)  555.890  (m)         1823.78   (f) ADJ UNCH    2 0
 QQ0268
 QQ0268.Superseded values are not recommended for survey control.
 QQ0268
 QQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0268.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0268
 QQ0268_MARKER: DB = BENCH MARK DISK
 QQ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0268_STAMPING: Q 57 1934
 QQ0268_MARK LOGO: CGS
 QQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0268+STABILITY: SURFACE MOTION
 QQ0268
 QQ0268  HISTORY     - Date     Condition        Report By
 QQ0268  HISTORY     - 1934     MONUMENTED       CGS
 QQ0268
 QQ0268                          STATION DESCRIPTION
 QQ0268
 QQ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0268'2.3 MI S FROM LILY.
 QQ0268'IN CLARK COUNTY, ABOUT 2.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE,
 QQ0268'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT LILY, DAY
 QQ0268'COUNTY, ABOUT 5 POLES SOUTH OF MILEPOST 89, ABOUT 700 FEET NORTH
 QQ0268'OF A BRIDGE, 20 FEET EAST OF THE TRACK, AND ABOUT 2 FEET LOWER
 QQ0268'THAN THE TRACK.  A STANDARD DISK, STAMPED Q 57 1934 AND SET IN
 QQ0268'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0627 ***********************************************************************
 PR0627  DESIGNATION -  Q 58
 PR0627  PID         -  PR0627
 PR0627  STATE/COUNTY-  SD/CLARK
 PR0627  COUNTRY     -  US
 PR0627  USGS QUAD   -  RAYMOND (2017)
 PR0627
 PR0627                         *CURRENT SURVEY CONTROL
 PR0627  ______________________________________________________________________
 PR0627* NAD 83(1986) POSITION- 44 54 54.     (N) 097 56 20.     (W)   SCALED
 PR0627* NAVD 88 ORTHO HEIGHT -   446.203 (meters)     1463.92  (feet) ADJUSTED
 PR0627  ______________________________________________________________________
 PR0627  GEOID HEIGHT    -        -24.518 (meters)                     GEOID18
 PR0627  DYNAMIC HEIGHT  -        446.151 (meters)     1463.75  (feet) COMP
 PR0627  MODELED GRAVITY -    980,487.3   (mgal)                       NAVD 88
 PR0627
 PR0627  VERT ORDER      -  SECOND    CLASS 0
 PR0627
 PR0627.The horizontal coordinates were scaled from a map and have
 PR0627.an estimated accuracy of +/- 6 seconds.
 PR0627
 PR0627.The orthometric height was determined by differential leveling and
 PR0627.adjusted by the NATIONAL GEODETIC SURVEY
 PR0627.in June 1991.
 PR0627
 PR0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0627.GEOID18 height accuracy estimate available here.
 PR0627
 PR0627.Click photographs - Photos may exist for this station.
 PR0627
 PR0627.The dynamic height is computed by dividing the NAVD 88
 PR0627.geopotential number by the normal gravity value computed on the
 PR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0627.degrees latitude (g = 980.6199 gals.).
 PR0627
 PR0627.The modeled gravity was interpolated from observed gravity values.
 PR0627
 PR0627;                    North         East    Units  Estimated Accuracy
 PR0627;SPC SD N     -   122,270.      762,730.      MT  (+/- 180 meters Scaled)
 PR0627
 PR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ837740(NAD 83)
 PR0627
 PR0627                          SUPERSEDED SURVEY CONTROL
 PR0627
 PR0627  NGVD 29 (??/??/92)  445.92   (m)         1463.0    (f) COMPUTED    2 0
 PR0627
 PR0627.Superseded values are not recommended for survey control.
 PR0627
 PR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0627.See file dsdata.pdf to determine how the superseded data were derived.
 PR0627
 PR0627_MARKER: DB = BENCH MARK DISK
 PR0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0627_SP_SET: BUILDING
 PR0627_STAMPING: Q 58 1934
 PR0627_MARK LOGO: CGS
 PR0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0627
 PR0627  HISTORY     - Date     Condition        Report By
 PR0627  HISTORY     - 1934     MONUMENTED       CGS
 PR0627
 PR0627                          STATION DESCRIPTION
 PR0627
 PR0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0627'AT RAYMOND.
 PR0627'AT RAYMOND, CLARK COUNTY, AT THE NORTH END OF MAIN STREET, AT
 PR0627'THE CITY SCHOOL, IN THE SOUTH BRICK FACE OF THE BUILDING, 7 FEET
 PR0627'WEST OF THE CENTER OF THE SOUTH MAIN SCHOOL ENTRANCE, AND ABOUT
 PR0627'3 FEET 4 INCHES ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 PR0627'Q 58 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0628 ***********************************************************************
 PR0628  DESIGNATION -  Q 58 RESET
 PR0628  PID         -  PR0628
 PR0628  STATE/COUNTY-  SD/CLARK
 PR0628  COUNTRY     -  US
 PR0628  USGS QUAD   -  RAYMOND (2017)
 PR0628
 PR0628                         *CURRENT SURVEY CONTROL
 PR0628  ______________________________________________________________________
 PR0628* NAD 83(1986) POSITION- 44 54 51.     (N) 097 56 22.     (W)   SCALED
 PR0628* NAVD 88 ORTHO HEIGHT -   446.217 (meters)     1463.96  (feet) ADJUSTED
 PR0628  ______________________________________________________________________
 PR0628  GEOID HEIGHT    -        -24.518 (meters)                     GEOID18
 PR0628  DYNAMIC HEIGHT  -        446.165 (meters)     1463.79  (feet) COMP
 PR0628  MODELED GRAVITY -    980,487.3   (mgal)                       NAVD 88
 PR0628
 PR0628  VERT ORDER      -  FIRST     CLASS II
 PR0628
 PR0628.The horizontal coordinates were scaled from a map and have
 PR0628.an estimated accuracy of +/- 6 seconds.
 PR0628
 PR0628.The orthometric height was determined by differential leveling and
 PR0628.adjusted by the NATIONAL GEODETIC SURVEY
 PR0628.in July 1998.
 PR0628
 PR0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0628.GEOID18 height accuracy estimate available here.
 PR0628
 PR0628.Click photographs - Photos may exist for this station.
 PR0628
 PR0628.The dynamic height is computed by dividing the NAVD 88
 PR0628.geopotential number by the normal gravity value computed on the
 PR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0628.degrees latitude (g = 980.6199 gals.).
 PR0628
 PR0628.The modeled gravity was interpolated from observed gravity values.
 PR0628
 PR0628;                    North         East    Units  Estimated Accuracy
 PR0628;SPC SD N     -   122,180.      762,680.      MT  (+/- 180 meters Scaled)
 PR0628
 PR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ837739(NAD 83)
 PR0628
 PR0628                          SUPERSEDED SURVEY CONTROL
 PR0628
 PR0628  NGVD 29 (??/??/92)  445.921  (m)         1462.99   (f) ADJ UNCH    1 2
 PR0628
 PR0628.Superseded values are not recommended for survey control.
 PR0628
 PR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0628.See file dsdata.pdf to determine how the superseded data were derived.
 PR0628
 PR0628_MARKER: DB = BENCH MARK DISK
 PR0628_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0628_SP_SET: BUILDING
 PR0628_STAMPING: Q 58 RESET 1937
 PR0628_MARK LOGO: CGS
 PR0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0628+STABILITY: SURFACE MOTION
 PR0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0628+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1999
 PR0628
 PR0628  HISTORY     - Date     Condition        Report By
 PR0628  HISTORY     - 1937     MONUMENTED       LOCENG
 PR0628  HISTORY     - 19950918 GOOD             NGS
 PR0628  HISTORY     - 19990825 GOOD             NGS
 PR0628
 PR0628                          STATION DESCRIPTION
 PR0628
 PR0628'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 PR0628'AT RAYMOND.
 PR0628'AT RAYMOND, IN THE WEST WALL OF THE CITY SCHOOL BUILDING, AT
 PR0628'THE NORTH END OF MAIN STREET.  A STANDARD DISK STAMPED Q 58
 PR0628'RESET 1937.
 PR0628
 PR0628                          STATION RECOVERY (1995)
 PR0628
 PR0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0628'0.4 KM (0.25 MI) NORTHERLY ALONG FLOWER STREET FROM THE POST OFFICE IN
 PR0628'RAYMOND, SET VERTICALLY IN THE WEST FACE OF A SCHOOL BUILDING
 PR0628'(VACANT), 37.7 M (123.7 FT) NORTH OF THE CENTER OF A STREET, 8.6 M
 PR0628'(28.2 FT) WEST OF THE EXTENDED STREET CENTER, 6.8 M (22.3 FT) SOUTH OF
 PR0628'THE NORTHWEST CORNER OF THE NORTH WING OF THE BUILDING, AND 0.7 M (2.3
 PR0628'FT) ABOVE THE GROUND SURFACE.
 PR0628
 PR0628                          STATION RECOVERY (1999)
 PR0628
 PR0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 PR0628'0.4 KM (0.25 MI) NORTHERLY ALONG FLOWER STREET FROM THE POST OFFICE IN
 PR0628'RAYMOND, SET VERTICALLY IN THE WEST FACE OF A SCHOOL BUILDING (VACANT)
 PR0628', 37.7 M (123.7 FT) NORTH OF THE CENTER OF SCHOOL AVENUE, 8.6 M (28.2
 PR0628'FT) WEST OF THE EXTENDED STREET CENTER, 6.8 M (22.3 FT) SOUTH OF THE
 PR0628'NORTHWEST CORNER OF THE NORTH WING OF THE BUILDING, AND 0.7 M (2.3 FT)
 PR0628'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON CITY PROPERTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0007 ***********************************************************************
 PS0007  DESIGNATION -  Q 59
 PS0007  PID         -  PS0007
 PS0007  STATE/COUNTY-  SD/SPINK
 PS0007  COUNTRY     -  US
 PS0007  USGS QUAD   -  ASHTON (2017)
 PS0007
 PS0007                         *CURRENT SURVEY CONTROL
 PS0007  ______________________________________________________________________
 PS0007* NAD 83(1986) POSITION- 44 59 42.56   (N) 098 29 56.08   (W)   HD_HELD1
 PS0007* NAVD 88 ORTHO HEIGHT -   393.917 (meters)     1292.38  (feet) ADJUSTED
 PS0007  ______________________________________________________________________
 PS0007  GEOID HEIGHT    -        -24.322 (meters)                     GEOID18
 PS0007  DYNAMIC HEIGHT  -        393.877 (meters)     1292.24  (feet) COMP
 PS0007  MODELED GRAVITY -    980,503.3   (mgal)                       NAVD 88
 PS0007
 PS0007  VERT ORDER      -  FIRST     CLASS II
 PS0007
 PS0007.The horizontal coordinates were determined by differentially corrected
 PS0007.hand held GPS observations or other comparable positioning techniques
 PS0007.and have an estimated accuracy of +/- 3 meters.
 PS0007
 PS0007.The orthometric height was determined by differential leveling and
 PS0007.adjusted by the NATIONAL GEODETIC SURVEY
 PS0007.in June 1991.
 PS0007
 PS0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0007.GEOID18 height accuracy estimate available here.
 PS0007
 PS0007.Click photographs - Photos may exist for this station.
 PS0007
 PS0007.The dynamic height is computed by dividing the NAVD 88
 PS0007.geopotential number by the normal gravity value computed on the
 PS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0007.degrees latitude (g = 980.6199 gals.).
 PS0007
 PS0007.The modeled gravity was interpolated from observed gravity values.
 PS0007
 PS0007;                    North         East    Units  Estimated Accuracy
 PS0007;SPC SD N     -   130,201.6     718,352.1     MT  (+/- 3 meters HH1 GPS) 
 PS0007
 PS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3949682534(NAD 83)
 PS0007
 PS0007                          SUPERSEDED SURVEY CONTROL
 PS0007
 PS0007  NGVD 29 (??/??/92)  393.626  (m)         1291.42   (f) ADJ UNCH    1 2
 PS0007
 PS0007.Superseded values are not recommended for survey control.
 PS0007
 PS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0007.See file dsdata.pdf to determine how the superseded data were derived.
 PS0007
 PS0007_MARKER: DB = BENCH MARK DISK
 PS0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0007_SP_SET: WATER TANK FOOTING
 PS0007_STAMPING: Q 59 1934
 PS0007_MARK LOGO: CGS
 PS0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0007+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 PS0007
 PS0007  HISTORY     - Date     Condition        Report By
 PS0007  HISTORY     - 1934     MONUMENTED       CGS
 PS0007  HISTORY     - 19970422 GOOD             NGS
 PS0007
 PS0007                          STATION DESCRIPTION
 PS0007
 PS0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0007'AT ASHTON.
 PS0007'AT ASHTON, SPINK COUNTY, AT THE CITY WATER TANK, IN THE EAST
 PS0007'CORNER OF THE SOUTHEAST PEDESTAL STONE, AND ABOUT 6 INCHES ABOVE
 PS0007'GROUND.  A STANDARD DISK, STAMPED Q 59 1934.
 PS0007
 PS0007                          STATION RECOVERY (1997)
 PS0007
 PS0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 PS0007'IN ASHTON, IN THE CONCRETE FOOTING FOR THE SOUTHEAST LEG OF THE
 PS0007'MUNICIPAL WATER TANK, 30.1 M (98.8 FT) NORTH OF THE CENTER OF MAIN
 PS0007'STREET, 10.0 M (32.8 FT) NORTHEAST OF THE NORTHWEST CORNER OF A FIRE
 PS0007'DEPARTMENT, 5.5 M (18.0 FT) WEST OF UTILITY POLE NUMBER 5, 0.3 M (1.0
 PS0007'FT) ABOVE THE GROUND SURFACE, AND 0.1 M (0.3 FT) SOUTHEAST OF THE
 PS0007'SOUTHEAST LEG OF THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0504 ***********************************************************************
 OQ0504  DESIGNATION -  Q 6
 OQ0504  PID         -  OQ0504
 OQ0504  STATE/COUNTY-  SD/HANSON
 OQ0504  COUNTRY     -  US
 OQ0504  USGS QUAD   -  RIVERSIDE (2017)
 OQ0504
 OQ0504                         *CURRENT SURVEY CONTROL
 OQ0504  ______________________________________________________________________
 OQ0504* NAD 83(1986) POSITION- 43 43 27.     (N) 097 53 18.     (W)   SCALED
 OQ0504* NAVD 88 ORTHO HEIGHT -   397.729 (meters)     1304.88  (feet) ADJUSTED
 OQ0504  ______________________________________________________________________
 OQ0504  GEOID HEIGHT    -        -26.085 (meters)                     GEOID18
 OQ0504  DYNAMIC HEIGHT  -        397.633 (meters)     1304.57  (feet) COMP
 OQ0504  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 OQ0504
 OQ0504  VERT ORDER      -  FIRST     CLASS II
 OQ0504
 OQ0504.The horizontal coordinates were scaled from a map and have
 OQ0504.an estimated accuracy of +/- 6 seconds.
 OQ0504
 OQ0504.The orthometric height was determined by differential leveling and
 OQ0504.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0504.in June 1991.
 OQ0504
 OQ0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0504.GEOID18 height accuracy estimate available here.
 OQ0504
 OQ0504.Click photographs - Photos may exist for this station.
 OQ0504
 OQ0504.The dynamic height is computed by dividing the NAVD 88
 OQ0504.geopotential number by the normal gravity value computed on the
 OQ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0504.degrees latitude (g = 980.6199 gals.).
 OQ0504
 OQ0504.The modeled gravity was interpolated from observed gravity values.
 OQ0504
 OQ0504;                    North         East    Units  Estimated Accuracy
 OQ0504;SPC SD S     -   157,410.      796,960.      MT  (+/- 180 meters Scaled)
 OQ0504
 OQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP895418(NAD 83)
 OQ0504
 OQ0504                          SUPERSEDED SURVEY CONTROL
 OQ0504
 OQ0504  NGVD 29 (??/??/92)  397.440  (m)         1303.93   (f) ADJ UNCH    1 2
 OQ0504
 OQ0504.Superseded values are not recommended for survey control.
 OQ0504
 OQ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0504.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0504
 OQ0504_MARKER: DB = BENCH MARK DISK
 OQ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0504_STAMPING: 1303.934 Q 6 1925
 OQ0504_MARK LOGO: CGS
 OQ0504_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0504+STABILITY: SURFACE MOTION
 OQ0504
 OQ0504  HISTORY     - Date     Condition        Report By
 OQ0504  HISTORY     - 1925     MONUMENTED       CGS
 OQ0504  HISTORY     - 1935     GOOD             CGS
 OQ0504  HISTORY     - 20120124 MARK NOT FOUND   INDIV
 OQ0504
 OQ0504                          STATION DESCRIPTION
 OQ0504
 OQ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0504'3.5 MI W FROM FULTON.
 OQ0504'ABOUT 3.5 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0504'AND OMAHA RAILWAY FROM FULTON, HANSON COUNTY, AT A SECTION-LINE
 OQ0504'ROAD CROSSING, 66 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 OQ0504'56 FEET WEST OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTH
 OQ0504'OF THE CENTER LINE OF THE TRACK, 35 FEET NORTHWEST OF A LARGE
 OQ0504'LONE COTTONWOOD TREE, AND IN LINE WITH A ROW OF POLES.  A
 OQ0504'STANDARD DISK, STAMPED 1303.934 Q 6 1925 AND SET IN THE TOP
 OQ0504'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 OQ0504'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 OQ0504'IS NOW SOO LINE RAILROAD.
 OQ0504
 OQ0504                          STATION RECOVERY (1935)
 OQ0504
 OQ0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0504'RECOVERED IN GOOD CONDITION.
 OQ0504
 OQ0504                          STATION RECOVERY (2012)
 OQ0504
 OQ0504'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0504'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0299 ***********************************************************************
 QQ0299  DESIGNATION -  Q 61
 QQ0299  PID         -  QQ0299
 QQ0299  STATE/COUNTY-  SD/MARSHALL
 QQ0299  COUNTRY     -  US
 QQ0299  USGS QUAD   -  KIDDER (2017)
 QQ0299
 QQ0299                         *CURRENT SURVEY CONTROL
 QQ0299  ______________________________________________________________________
 QQ0299* NAD 83(1986) POSITION- 45 55 52.     (N) 097 38 38.     (W)   SCALED
 QQ0299* NAVD 88 ORTHO HEIGHT -   391.514 (meters)     1284.49  (feet) ADJUSTED
 QQ0299  ______________________________________________________________________
 QQ0299  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 QQ0299  DYNAMIC HEIGHT  -        391.498 (meters)     1284.44  (feet) COMP
 QQ0299  MODELED GRAVITY -    980,563.0   (mgal)                       NAVD 88
 QQ0299
 QQ0299  VERT ORDER      -  SECOND    CLASS 0
 QQ0299
 QQ0299.The horizontal coordinates were scaled from a map and have
 QQ0299.an estimated accuracy of +/- 6 seconds.
 QQ0299
 QQ0299.The orthometric height was determined by differential leveling and
 QQ0299.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0299.in June 1991.
 QQ0299
 QQ0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0299.GEOID18 height accuracy estimate available here.
 QQ0299
 QQ0299.Click photographs - Photos may exist for this station.
 QQ0299
 QQ0299.The dynamic height is computed by dividing the NAVD 88
 QQ0299.geopotential number by the normal gravity value computed on the
 QQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0299.degrees latitude (g = 980.6199 gals.).
 QQ0299
 QQ0299.The modeled gravity was interpolated from observed gravity values.
 QQ0299
 QQ0299;                    North         East    Units  Estimated Accuracy
 QQ0299;SPC SD N     -   235,780.      782,720.      MT  (+/- 180 meters Scaled)
 QQ0299
 QQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR051872(NAD 83)
 QQ0299
 QQ0299                          SUPERSEDED SURVEY CONTROL
 QQ0299
 QQ0299  NGVD 29 (??/??/92)  391.230  (m)         1283.56   (f) ADJ UNCH    2 0
 QQ0299
 QQ0299.Superseded values are not recommended for survey control.
 QQ0299
 QQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0299.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0299
 QQ0299_MARKER: DB = BENCH MARK DISK
 QQ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0299_STAMPING: Q 61 1934
 QQ0299_MARK LOGO: CGS
 QQ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0299+STABILITY: SURFACE MOTION
 QQ0299
 QQ0299  HISTORY     - Date     Condition        Report By
 QQ0299  HISTORY     - 1934     MONUMENTED       CGS
 QQ0299  HISTORY     - 1953     GOOD             CGS
 QQ0299
 QQ0299                          STATION DESCRIPTION
 QQ0299
 QQ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QQ0299'2.2 MI S FROM HAVANA.
 QQ0299'IN MARSHALL COUNTY, SOUTH DAKOTA, ABOUT 2.2 MILES SOUTH ALONG THE
 QQ0299'GREAT NORTHERN RAILWAY FROM HAVANA, SARGENT COUNTY, NORTH DAKOTA,
 QQ0299'ABOUT 2 POLES SOUTHWEST OF MILEPOST 66, ABOUT 35 YARDS SOUTH WEST
 QQ0299'OF A PRIVATE-ROAD CROSSING AND 30 FEET NORTHWEST OF THE CENTER LINE
 QQ0299'OF THE TRACK.  A STANDARD DISK, STAMPED Q 61 1934 AND SET IN THE
 QQ0299'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0175 ***********************************************************************
 QQ0175  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0175  DESIGNATION -  Q 62
 QQ0175  PID         -  QQ0175
 QQ0175  STATE/COUNTY-  SD/MARSHALL
 QQ0175  COUNTRY     -  US
 QQ0175  USGS QUAD   -  SOUTH RED IRON LAKE (2017)
 QQ0175
 QQ0175                         *CURRENT SURVEY CONTROL
 QQ0175  ______________________________________________________________________
 QQ0175* NAD 83(2011) POSITION- 45 40 50.73656(N) 097 18 22.72950(W)   ADJUSTED
 QQ0175* NAD 83(2011) ELLIP HT-   536.370 (meters)        (06/27/12)   ADJUSTED
 QQ0175* NAD 83(2011) EPOCH   -  2010.00
 QQ0175* NAVD 88 ORTHO HEIGHT -   561.646 (meters)     1842.67  (feet) ADJUSTED
 QQ0175  ______________________________________________________________________
 QQ0175  GEOID HEIGHT    -        -25.338 (meters)                     GEOID18
 QQ0175  NAD 83(2011) X  -   -567,723.454 (meters)                     COMP
 QQ0175  NAD 83(2011) Y  - -4,427,903.370 (meters)                     COMP
 QQ0175  NAD 83(2011) Z  -  4,540,911.794 (meters)                     COMP
 QQ0175  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 QQ0175  DYNAMIC HEIGHT  -        561.598 (meters)     1842.51  (feet) COMP
 QQ0175  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 QQ0175
 QQ0175  VERT ORDER      -  SECOND    CLASS 0
 QQ0175
 QQ0175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0175  Standards:
 QQ0175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0175  -------------------------------------------------------------------
 QQ0175  NETWORK    0.94   2.76           0.41   0.35   1.41     -0.08273211
 QQ0175  -------------------------------------------------------------------
 QQ0175  Click here for local accuracies and other accuracy information.
 QQ0175
 QQ0175.The horizontal coordinates were established by GPS observations
 QQ0175.and adjusted by the National Geodetic Survey in June 2012.
 QQ0175
 QQ0175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0175.been affixed to the stable North American tectonic plate. See 
 QQ0175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0175
 QQ0175.The horizontal coordinates are valid at the epoch date displayed above
 QQ0175.which is a decimal equivalence of Year/Month/Day.
 QQ0175
 QQ0175.The orthometric height was determined by differential leveling and
 QQ0175.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0175.in June 1991.
 QQ0175
 QQ0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0175.GEOID18 height accuracy estimate available here.
 QQ0175
 QQ0175.Click photographs - Photos may exist for this station.
 QQ0175
 QQ0175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0175
 QQ0175.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0175
 QQ0175.The ellipsoidal height was determined by GPS observations
 QQ0175.and is referenced to NAD 83.
 QQ0175
 QQ0175.The dynamic height is computed by dividing the NAVD 88
 QQ0175.geopotential number by the normal gravity value computed on the
 QQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0175.degrees latitude (g = 980.6199 gals.).
 QQ0175
 QQ0175.The modeled gravity was interpolated from observed gravity values.
 QQ0175
 QQ0175. The following values were computed from the NAD 83(2011) position.
 QQ0175
 QQ0175;                    North         East     Units Scale Factor Converg.
 QQ0175;SPC SD N     -   208,789.096   809,819.755   MT  0.99999950   +1 54 23.1
 QQ0175;SPC SD N     -   685,002.23  2,656,883.65   sFT  0.99999950   +1 54 23.1
 QQ0175;UTM  14      - 5,059,973.721   631,897.790   MT  0.99981389   +1 12 43.0
 QQ0175
 QQ0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0175!SPC SD N     -   0.99991592  x   0.99999950  =   0.99991542
 QQ0175!UTM  14      -   0.99991592  x   0.99981389  =   0.99972982
 QQ0175
 QQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3189759973(NAD 83)
 QQ0175
 QQ0175                          SUPERSEDED SURVEY CONTROL
 QQ0175
 QQ0175  NAD 83(2007)-  45 40 50.73646(N)    097 18 22.73038(W) AD(2002.00) 0
 QQ0175  ELLIP H (02/10/07)  536.399  (m)                       GP(2002.00)    
 QQ0175  ELLIP H (04/15/04)  536.430  (m)                       GP(       ) 2 1
 QQ0175  NAD 83(1996)-  45 40 50.73586(N)    097 18 22.72990(W) AD(       ) B
 QQ0175  ELLIP H (04/18/97)  536.432  (m)                       GP(       ) 4 1
 QQ0175  NAVD 88             561.65   (m)         1842.7    (f) LEVELING    3  
 QQ0175  NGVD 29 (??/??/92)  561.371  (m)         1841.76   (f) ADJ UNCH    2 0
 QQ0175
 QQ0175.Superseded values are not recommended for survey control.
 QQ0175
 QQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0175.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0175
 QQ0175_MARKER: DB = BENCH MARK DISK
 QQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0175_STAMPING: Q 62 1934
 QQ0175_MARK LOGO: CGS
 QQ0175_PROJECTION: FLUSH
 QQ0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0175+STABILITY: SURFACE MOTION
 QQ0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0175+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 QQ0175
 QQ0175  HISTORY     - Date     Condition        Report By
 QQ0175  HISTORY     - 1934     MONUMENTED       CGS
 QQ0175  HISTORY     - 1970     GOOD             USGS
 QQ0175  HISTORY     - 19950101 GOOD             SDDENR
 QQ0175  HISTORY     - 19960625 GOOD             NGS
 QQ0175  HISTORY     - 20230913 MARK NOT FOUND   SDDT
 QQ0175
 QQ0175                          STATION DESCRIPTION
 QQ0175
 QQ0175'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QQ0175'7.1 MI E FROM LAKE CITY.
 QQ0175'LAKE CITY, ABOUT 7.1 MILE EAST ALONG STATE HWY 10 FROM T 126 N,
 QQ0175'R 53 W, IN SW 1/4 OF SW 1/4 OF SEC 21, ABOUT 66 FEET WEST OF
 QQ0175'HWY, ABOUT 33 FEET WEST OF A FENCE AND 1.0 FOOT NORTH OF A WITNESS
 QQ0175'POST, IN A CONC POST A STD DISK STAMPED Q 62 1934
 QQ0175
 QQ0175                          STATION RECOVERY (1995)
 QQ0175
 QQ0175'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0175'FOUND.
 QQ0175
 QQ0175                          STATION RECOVERY (1996)
 QQ0175
 QQ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QQ0175'THE STATION IS LOCATED ABOUT 21.4 KM (13.30 MI) NORTHWEST OF SISSETON,
 QQ0175'11.4 KM (7.10 MI) SOUTHEAST OF LAKE CITY, AND 7.4 KM (4.60 MI)
 QQ0175'NORTHWEST OF THE MARSHALL/ROBERTS COUNTY LINE, ON STATE HIGHWAY 10.
 QQ0175'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE MARSHALL/ROBERTS
 QQ0175'COUNTY LINE, ABOUT 14.4 KM (8.95 MI) WEST OF THE WEST EDGE OF
 QQ0175'SISSETON, GO NORTHWEST ON STATE HIGHWAY 10 FOR 7.4 KM (4.60 MI) TO A
 QQ0175'CURVE TO THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS LOCATED
 QQ0175'0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 345, 37.7 M (123.7 FT)
 QQ0175'NORTHWEST OF THE WEST END OF A CULVERT UNDER THE HIGHWAY, 18.4 M (60.4
 QQ0175'FT) WEST-SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.9 M (9.5 FT)
 QQ0175'WEST-SOUTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE
 QQ0175'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 QQ0175'THE GROUND SURFACE.
 QQ0175
 QQ0175                          STATION RECOVERY (2023)
 QQ0175
 QQ0175'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 QQ0175'MARK NOT FOUND.  DESTROYED BY HIGHWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0362 ***********************************************************************
 QS0362  DESIGNATION -  Q 63
 QS0362  PID         -  QS0362
 QS0362  STATE/COUNTY-  SD/CORSON
 QS0362  COUNTRY     -  US
 QS0362  USGS QUAD   -  MAPLE LEAF (2017)
 QS0362
 QS0362                         *CURRENT SURVEY CONTROL
 QS0362  ______________________________________________________________________
 QS0362* NAD 83(1986) POSITION- 45 55 10.     (N) 100 53 18.     (W)   SCALED
 QS0362* NAVD 88 ORTHO HEIGHT -   637.071 (meters)     2090.12  (feet) ADJUSTED
 QS0362  ______________________________________________________________________
 QS0362  GEOID HEIGHT    -        -21.045 (meters)                     GEOID18
 QS0362  DYNAMIC HEIGHT  -        637.017 (meters)     2089.95  (feet) COMP
 QS0362  MODELED GRAVITY -    980,509.8   (mgal)                       NAVD 88
 QS0362
 QS0362  VERT ORDER      -  SECOND    CLASS 0
 QS0362
 QS0362.The horizontal coordinates were scaled from a map and have
 QS0362.an estimated accuracy of +/- 6 seconds.
 QS0362
 QS0362.The orthometric height was determined by differential leveling and
 QS0362.adjusted by the NATIONAL GEODETIC SURVEY
 QS0362.in June 1991.
 QS0362
 QS0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0362.GEOID18 height accuracy estimate available here.
 QS0362
 QS0362.Click photographs - Photos may exist for this station.
 QS0362
 QS0362.The dynamic height is computed by dividing the NAVD 88
 QS0362.geopotential number by the normal gravity value computed on the
 QS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0362.degrees latitude (g = 980.6199 gals.).
 QS0362
 QS0362.The modeled gravity was interpolated from observed gravity values.
 QS0362
 QS0362;                    North         East    Units  Estimated Accuracy
 QS0362;SPC SD N     -   232,210.      531,090.      MT  (+/- 180 meters Scaled)
 QS0362
 QS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR535868(NAD 83)
 QS0362
 QS0362                          SUPERSEDED SURVEY CONTROL
 QS0362
 QS0362  NGVD 29 (??/??/92)  636.645  (m)         2088.73   (f) ADJ UNCH    2 0
 QS0362
 QS0362.Superseded values are not recommended for survey control.
 QS0362
 QS0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0362.See file dsdata.pdf to determine how the superseded data were derived.
 QS0362
 QS0362_MARKER: DB = BENCH MARK DISK
 QS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0362_STAMPING: Q 63 1934
 QS0362_MARK LOGO: CGS
 QS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0362+STABILITY: SURFACE MOTION
 QS0362
 QS0362  HISTORY     - Date     Condition        Report By
 QS0362  HISTORY     - 1934     MONUMENTED       CGS
 QS0362  HISTORY     - 1953     GOOD             CGS
 QS0362
 QS0362                          STATION DESCRIPTION
 QS0362
 QS0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0362'AT MAPLE LEAF.
 QS0362'AT MAPLE LEAF, CORSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0362'AND PACIFIC RAILROAD, 15 POLES SOUTH OF THE STATION, AT MILEPOST
 QS0362'821, AT A ROAD CROSSING, 100 FEET SOUTH OF THE CENTER LINE OF
 QS0362'THE ROAD, 40 FEET WEST OF THE CENTER LINE OF THE TRACK, 5 FEET
 QS0362'SOUTH OF A POLE, AND 2 FEET LOWER THAN THE TRACKS.  A STANDARD
 QS0362'DISK, STAMPED Q 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0362
 QS0362                          STATION RECOVERY (1953)
 QS0362
 QS0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0362 ***********************************************************************
 QR0362  DESIGNATION -  Q 66
 QR0362  PID         -  QR0362
 QR0362  STATE/COUNTY-  SD/CAMPBELL
 QR0362  COUNTRY     -  US
 QR0362  USGS QUAD   -  ZEELAND (2018)
 QR0362
 QR0362                         *CURRENT SURVEY CONTROL
 QR0362  ______________________________________________________________________
 QR0362* NAD 83(1986) POSITION- 45 53 08.     (N) 099 48 25.     (W)   SCALED
 QR0362* NAVD 88 ORTHO HEIGHT -   552.870 (meters)     1813.87  (feet) ADJUSTED
 QR0362  ______________________________________________________________________
 QR0362  GEOID HEIGHT    -        -22.395 (meters)                     GEOID18
 QR0362  DYNAMIC HEIGHT  -        552.840 (meters)     1813.78  (feet) COMP
 QR0362  MODELED GRAVITY -    980,543.6   (mgal)                       NAVD 88
 QR0362
 QR0362  VERT ORDER      -  SECOND    CLASS 0
 QR0362
 QR0362.The horizontal coordinates were scaled from a map and have
 QR0362.an estimated accuracy of +/- 6 seconds.
 QR0362
 QR0362.The orthometric height was determined by differential leveling and
 QR0362.adjusted by the NATIONAL GEODETIC SURVEY
 QR0362.in June 1991.
 QR0362
 QR0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0362.GEOID18 height accuracy estimate available here.
 QR0362
 QR0362.Click photographs - Photos may exist for this station.
 QR0362
 QR0362.The dynamic height is computed by dividing the NAVD 88
 QR0362.geopotential number by the normal gravity value computed on the
 QR0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0362.degrees latitude (g = 980.6199 gals.).
 QR0362
 QR0362.The modeled gravity was interpolated from observed gravity values.
 QR0362
 QR0362;                    North         East    Units  Estimated Accuracy
 QR0362;SPC SD N     -   228,080.      614,990.      MT  (+/- 180 meters Scaled)
 QR0362
 QR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR373816(NAD 83)
 QR0362
 QR0362                          SUPERSEDED SURVEY CONTROL
 QR0362
 QR0362  NGVD 29 (??/??/92)  552.476  (m)         1812.58   (f) ADJ UNCH    2 0
 QR0362
 QR0362.Superseded values are not recommended for survey control.
 QR0362
 QR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0362.See file dsdata.pdf to determine how the superseded data were derived.
 QR0362
 QR0362_MARKER: DB = BENCH MARK DISK
 QR0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0362_STAMPING: Q 66 1934
 QR0362_MARK LOGO: CGS
 QR0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0362+STABILITY: SURFACE MOTION
 QR0362
 QR0362  HISTORY     - Date     Condition        Report By
 QR0362  HISTORY     - 1934     MONUMENTED       CGS
 QR0362
 QR0362                          STATION DESCRIPTION
 QR0362
 QR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0362'AT ARTAS.
 QR0362'3 1/2 POLES EAST OF MILEPOLE 385, 87 FEET NORTH OF BLADE
 QR0362'SEMAPHORE SIGNAL ON DEPOT, 75 FEET NORTH OF CENTERLINE OF
 QR0362'TRACK, 126 FEET SOUTH OF CENTERLINE OF CITY STREET AND 1 FOOT
 QR0362'BELOW LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0329 ***********************************************************************
 QR0329  DESIGNATION -  Q 68
 QR0329  PID         -  QR0329
 QR0329  STATE/COUNTY-  SD/POTTER
 QR0329  COUNTRY     -  US
 QR0329  USGS QUAD   -  GETTYSBURG (2017)
 QR0329
 QR0329                         *CURRENT SURVEY CONTROL
 QR0329  ______________________________________________________________________
 QR0329* NAD 83(1986) POSITION- 45 01 07.     (N) 099 56 22.     (W)   SCALED
 QR0329* NAVD 88 ORTHO HEIGHT -   635.929 (meters)     2086.38  (feet) POSTED
 QR0329  ______________________________________________________________________
 QR0329  GEOID HEIGHT    -        -22.545 (meters)                     GEOID18
 QR0329  DYNAMIC HEIGHT  -        635.83  (meters)     2086.1   (feet) COMP
 QR0329  MODELED GRAVITY -    980,446.4   (mgal)                       NAVD 88
 QR0329
 QR0329  VERT ORDER      -  * POSTED, SEE BELOW
 QR0329
 QR0329.The horizontal coordinates were scaled from a map and have
 QR0329.an estimated accuracy of +/- 6 seconds.
 QR0329
 QR0329.The orthometric height was determined by differential leveling
 QR0329.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QR0329
 QR0329.* This is a POSTED BENCH MARK height.
 QR0329
 QR0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0329.GEOID18 height accuracy estimate available here.
 QR0329
 QR0329.Click photographs - Photos may exist for this station.
 QR0329
 QR0329.The dynamic height is computed by dividing the NAVD 88
 QR0329.geopotential number by the normal gravity value computed on the
 QR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0329.degrees latitude (g = 980.6199 gals.).
 QR0329
 QR0329.The modeled gravity was interpolated from observed gravity values.
 QR0329
 QR0329;                    North         East    Units  Estimated Accuracy
 QR0329;SPC SD N     -   131,710.      604,770.      MT  (+/- 180 meters Scaled)
 QR0329
 QR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ259854(NAD 83)
 QR0329
 QR0329                          SUPERSEDED SURVEY CONTROL
 QR0329
 QR0329.No superseded survey control is available for this station.
 QR0329
 QR0329_MARKER: DB = BENCH MARK DISK
 QR0329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0329_SP_SET: BOX CULVERT HEADWALL
 QR0329_STAMPING: Q 68 1934
 QR0329_MARK LOGO: CGS
 QR0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0329+STABILITY: SURFACE MOTION
 QR0329
 QR0329  HISTORY     - Date     Condition        Report By
 QR0329  HISTORY     - 1934     MONUMENTED       CGS
 QR0329  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QR0329
 QR0329                          STATION DESCRIPTION
 QR0329
 QR0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0329'0.8 MI N FROM GETTYSBURG.
 QR0329'0.8 MILES NORTH OF WATER TANK AT ALONG U.S. HIWAY 83, 225 FEET
 QR0329'NORTH OF CENTERLINE OF RAILROAD CROSSING, THENCE 12 FEET WEST
 QR0329'OF CENTERLINE OF HIWAY AND 21 FEET EAST OF RIGHT OF WAY FENCE.
 QR0329'SET IN THE SOUTH END OF THE WEST HEADWALL OF 2 FT X 4 FT CONCRETE
 QR0329'BOX CULVERT, 2 FEET ABOVE LEVEL OF ROAD.
 QR0329
 QR0329                          STATION RECOVERY (1996)
 QR0329
 QR0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0329'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0330 ***********************************************************************
 QR0330  DESIGNATION -  Q 68 RESET
 QR0330  PID         -  QR0330
 QR0330  STATE/COUNTY-  SD/POTTER
 QR0330  COUNTRY     -  US
 QR0330  USGS QUAD   -  GETTYSBURG (2017)
 QR0330
 QR0330                         *CURRENT SURVEY CONTROL
 QR0330  ______________________________________________________________________
 QR0330* NAD 83(1986) POSITION- 45 01 07.     (N) 099 56 22.     (W)   SCALED
 QR0330* NAVD 88 ORTHO HEIGHT -   635.11  (+/-2cm)     2083.7   (feet) VERTCON3
 QR0330  ______________________________________________________________________
 QR0330  GEOID HEIGHT    -        -22.545 (meters)                     GEOID18
 QR0330  VERT ORDER      -  THIRD (See Below)
 QR0330
 QR0330.The horizontal coordinates were scaled from a map and have
 QR0330.an estimated accuracy of +/- 6 seconds.
 QR0330
 QR0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0330
 QR0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0330.GEOID18 height accuracy estimate available here.
 QR0330
 QR0330.The vertical order pertains to the NGVD 29 superseded value.
 QR0330
 QR0330.Click photographs - Photos may exist for this station.
 QR0330
 QR0330;                    North         East    Units  Estimated Accuracy
 QR0330;SPC SD N     -   131,710.      604,770.      MT  (+/- 180 meters Scaled)
 QR0330
 QR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ259854(NAD 83)
 QR0330
 QR0330                          SUPERSEDED SURVEY CONTROL
 QR0330
 QR0330  NGVD 29 (??/??/??)  634.72   (m)         2082.4    (f) RESET       3  
 QR0330
 QR0330.Superseded values are not recommended for survey control.
 QR0330
 QR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0330.See file dsdata.pdf to determine how the superseded data were derived.
 QR0330
 QR0330_MARKER: DB = BENCH MARK DISK
 QR0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0330_STAMPING: Q 68 RESET 1938
 QR0330_MARK LOGO: CGS
 QR0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0330+STABILITY: SURFACE MOTION
 QR0330
 QR0330  HISTORY     - Date     Condition        Report By
 QR0330  HISTORY     - 1938     MONUMENTED       SDHD
 QR0330
 QR0330                          STATION DESCRIPTION
 QR0330
 QR0330'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1938
 QR0330'0.7 MI NE FROM GETTYSBURG.
 QR0330'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 83 FROM THE CITY WATER
 QR0330'TOWER AT GETTYSBURG, POTTER COUNTY, ABOUT 250 FEET NORTH OF THE
 QR0330'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, AND 90 FEET
 QR0330'WEST OF HIGHWAY STATION 191+00 FAP 219 C.  A STANDARD DISK,
 QR0330'STAMPED Q 68 RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0304 ***********************************************************************
 QS0304  DESIGNATION -  Q 69
 QS0304  PID         -  QS0304
 QS0304  STATE/COUNTY-  SD/DEWEY
 QS0304  COUNTRY     -  US
 QS0304  USGS QUAD   -  VIRGINIA (2017)
 QS0304
 QS0304                         *CURRENT SURVEY CONTROL
 QS0304  ______________________________________________________________________
 QS0304* NAD 83(1986) POSITION- 45 07 42.45   (N) 100 35 39.02   (W)   HD_HELD1
 QS0304* NAVD 88 ORTHO HEIGHT -   633.849 (meters)     2079.55  (feet) ADJUSTED
 QS0304  ______________________________________________________________________
 QS0304  GEOID HEIGHT    -        -22.152 (meters)                     GEOID18
 QS0304  DYNAMIC HEIGHT  -        633.744 (meters)     2079.21  (feet) COMP
 QS0304  MODELED GRAVITY -    980,429.3   (mgal)                       NAVD 88
 QS0304
 QS0304  VERT ORDER      -  SECOND    CLASS 0
 QS0304
 QS0304.The horizontal coordinates were determined by differentially corrected
 QS0304.hand held GPS observations or other comparable positioning techniques
 QS0304.and have an estimated accuracy of +/- 3 meters.
 QS0304
 QS0304.The orthometric height was determined by differential leveling and
 QS0304.adjusted by the NATIONAL GEODETIC SURVEY
 QS0304.in June 1991.
 QS0304
 QS0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0304.GEOID18 height accuracy estimate available here.
 QS0304
 QS0304.Click photographs - Photos may exist for this station.
 QS0304
 QS0304.The dynamic height is computed by dividing the NAVD 88
 QS0304.geopotential number by the normal gravity value computed on the
 QS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0304.degrees latitude (g = 980.6199 gals.).
 QS0304
 QS0304.The modeled gravity was interpolated from observed gravity values.
 QS0304
 QS0304;                    North         East    Units  Estimated Accuracy
 QS0304;SPC SD N     -   144,089.3     553,259.4     MT  (+/- 3 meters HH1 GPS) 
 QS0304
 QS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7463598456(NAD 83)
 QS0304
 QS0304                          SUPERSEDED SURVEY CONTROL
 QS0304
 QS0304  NGVD 29 (??/??/92)  633.427  (m)         2078.17   (f) ADJ UNCH    2 0
 QS0304
 QS0304.Superseded values are not recommended for survey control.
 QS0304
 QS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0304.See file dsdata.pdf to determine how the superseded data were derived.
 QS0304
 QS0304_MARKER: DB = BENCH MARK DISK
 QS0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0304_STAMPING: Q 69 1934
 QS0304_MARK LOGO: CGS
 QS0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0304+STABILITY: SURFACE MOTION
 QS0304
 QS0304  HISTORY     - Date     Condition        Report By
 QS0304  HISTORY     - 1934     MONUMENTED       CGS
 QS0304  HISTORY     - 1948     GOOD             CGS
 QS0304  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0304
 QS0304                          STATION DESCRIPTION
 QS0304
 QS0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0304'0.3 MI N FROM LA PLANT.
 QS0304'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0304'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0304'THENCE ABOUT 3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, ON A SHORT
 QS0304'GRADE, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 QS0304'SOUTH OF A ROW OF POLES, 1 FOOT SOUTH OF A FENCE, ABOUT 1-1/2
 QS0304'FEET LOWER THAN THE HIGHWAY, AND 2 FEET SOUTH OF A WHITE WOODEN
 QS0304'WITNESS POST.  A STANDARD DISK, STAMPED Q 69 1934 AND SET IN THE
 QS0304'TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 QS0304
 QS0304                          STATION RECOVERY (1948)
 QS0304
 QS0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0304'RECOVERED IN GOOD CONDITION.
 QS0304
 QS0304                          STATION RECOVERY (1976)
 QS0304
 QS0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0397 ***********************************************************************
 OR0397  DESIGNATION -  Q 7
 OR0397  PID         -  OR0397
 OR0397  STATE/COUNTY-  SD/BRULE
 OR0397  COUNTRY     -  US
 OR0397  USGS QUAD   -  PUKWANA (2017)
 OR0397
 OR0397                         *CURRENT SURVEY CONTROL
 OR0397  ______________________________________________________________________
 OR0397* NAD 83(1986) POSITION- 43 47 40.     (N) 099 12 45.     (W)   SCALED
 OR0397* NAVD 88 ORTHO HEIGHT -   470.199 (meters)     1542.64  (feet) ADJUSTED
 OR0397  ______________________________________________________________________
 OR0397  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 OR0397  DYNAMIC HEIGHT  -        470.074 (meters)     1542.23  (feet) COMP
 OR0397  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 OR0397
 OR0397  VERT ORDER      -  FIRST     CLASS II
 OR0397
 OR0397.The horizontal coordinates were scaled from a map and have
 OR0397.an estimated accuracy of +/- 6 seconds.
 OR0397
 OR0397.The orthometric height was determined by differential leveling and
 OR0397.adjusted by the NATIONAL GEODETIC SURVEY
 OR0397.in June 1991.
 OR0397
 OR0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0397.GEOID18 height accuracy estimate available here.
 OR0397
 OR0397.Click photographs - Photos may exist for this station.
 OR0397
 OR0397.The dynamic height is computed by dividing the NAVD 88
 OR0397.geopotential number by the normal gravity value computed on the
 OR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0397.degrees latitude (g = 980.6199 gals.).
 OR0397
 OR0397.The modeled gravity was interpolated from observed gravity values.
 OR0397
 OR0397;                    North         East    Units  Estimated Accuracy
 OR0397;SPC SD S     -   162,930.      690,200.      MT  (+/- 180 meters Scaled)
 OR0397
 OR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP829490(NAD 83)
 OR0397
 OR0397                          SUPERSEDED SURVEY CONTROL
 OR0397
 OR0397  NGVD 29 (??/??/92)  469.843  (m)         1541.48   (f) ADJ UNCH    1 2
 OR0397
 OR0397.Superseded values are not recommended for survey control.
 OR0397
 OR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0397.See file dsdata.pdf to determine how the superseded data were derived.
 OR0397
 OR0397_MARKER: DB = BENCH MARK DISK
 OR0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0397_STAMPING: Q 7 1925
 OR0397_MARK LOGO: CGS
 OR0397_PROJECTION: FLUSH
 OR0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0397+STABILITY: SURFACE MOTION
 OR0397
 OR0397  HISTORY     - Date     Condition        Report By
 OR0397  HISTORY     - 1925     MONUMENTED       CGS
 OR0397  HISTORY     - 1946     GOOD             CGS
 OR0397  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0397
 OR0397                          STATION DESCRIPTION
 OR0397
 OR0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0397'2.2 MI NW FROM PUKWANA.
 OR0397'2-1/4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0397'AND PACIFIC RAILROAD FROM PUKWANA, BRULE COUNTY, AT A SECTION-LINE
 OR0397'ROAD CROSSING, 93.2 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 OR0397'87.3 FEET NORTH OF THE CENTER LINE OF THE TRACK, 41 FEET EAST
 OR0397'OF THE CENTER LINE OF THE ROAD, AND 15.8 FEET SOUTHEAST OF THE
 OR0397'NEAREST FENCE CORNER.  A STANDARD DISK, STAMPED Q 7 1925 AND
 OR0397'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0397
 OR0397                          STATION RECOVERY (1946)
 OR0397
 OR0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OR0397'RECOVERED IN GOOD CONDITION.
 OR0397
 OR0397                          STATION RECOVERY (2012)
 OR0397
 OR0397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0417 ***********************************************************************
 PT0417  DESIGNATION -  Q 70
 PT0417  PID         -  PT0417
 PT0417  STATE/COUNTY-  SD/DEWEY
 PT0417  COUNTRY     -  US
 PT0417  USGS QUAD   -  HERBERT CREEK (2017)
 PT0417
 PT0417                         *CURRENT SURVEY CONTROL
 PT0417  ______________________________________________________________________
 PT0417* NAD 83(1986) POSITION- 44 59 45.     (N) 101 14 07.     (W)   SCALED
 PT0417* NAVD 88 ORTHO HEIGHT -   735.753 (meters)     2413.88  (feet) ADJUSTED
 PT0417  ______________________________________________________________________
 PT0417  GEOID HEIGHT    -        -21.248 (meters)                     GEOID18
 PT0417  DYNAMIC HEIGHT  -        735.614 (meters)     2413.43  (feet) COMP
 PT0417  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PT0417
 PT0417  VERT ORDER      -  SECOND    CLASS 0
 PT0417
 PT0417.The horizontal coordinates were scaled from a map and have
 PT0417.an estimated accuracy of +/- 6 seconds.
 PT0417
 PT0417.The orthometric height was determined by differential leveling and
 PT0417.adjusted by the NATIONAL GEODETIC SURVEY
 PT0417.in June 1991.
 PT0417
 PT0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0417.GEOID18 height accuracy estimate available here.
 PT0417
 PT0417.Click photographs - Photos may exist for this station.
 PT0417
 PT0417.The dynamic height is computed by dividing the NAVD 88
 PT0417.geopotential number by the normal gravity value computed on the
 PT0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0417.degrees latitude (g = 980.6199 gals.).
 PT0417
 PT0417.The modeled gravity was interpolated from observed gravity values.
 PT0417
 PT0417;                    North         East    Units  Estimated Accuracy
 PT0417;SPC SD N     -   129,920.      502,610.      MT  (+/- 180 meters Scaled)
 PT0417
 PT0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ238849(NAD 83)
 PT0417
 PT0417                          SUPERSEDED SURVEY CONTROL
 PT0417
 PT0417  NGVD 29 (??/??/92)  735.270  (m)         2412.30   (f) ADJ UNCH    2 0
 PT0417
 PT0417.Superseded values are not recommended for survey control.
 PT0417
 PT0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0417.See file dsdata.pdf to determine how the superseded data were derived.
 PT0417
 PT0417_MARKER: DB = BENCH MARK DISK
 PT0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0417_STAMPING: Q 70 1934
 PT0417_MARK LOGO: CGS
 PT0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0417+STABILITY: SURFACE MOTION
 PT0417
 PT0417  HISTORY     - Date     Condition        Report By
 PT0417  HISTORY     - 1934     MONUMENTED       CGS
 PT0417  HISTORY     - 1942     GOOD             CGS
 PT0417  HISTORY     - 1976     MARK NOT FOUND   USGS
 PT0417
 PT0417                          STATION DESCRIPTION
 PT0417
 PT0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PT0417'AT EAGLE BUTTE.
 PT0417'AT EAGLE BUTTE, DEWEY COUNTY, 100 FEET EAST OF THE CHICAGO,
 PT0417'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT A ROAD
 PT0417'CROSSING, 22 FEET NORTH OF THE CENTERLINE OF THE TRACK, 1 FOOT
 PT0417'LOWER THAN THE TRACK AND SET IN THE TOP OF A CONCRETE POST.
 PT0417
 PT0417                          STATION RECOVERY (1976)
 PT0417
 PT0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PT0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0274 ***********************************************************************
 QS0274  DESIGNATION -  Q 71
 QS0274  PID         -  QS0274
 QS0274  STATE/COUNTY-  SD/DEWEY
 QS0274  COUNTRY     -  US
 QS0274  USGS QUAD   -  PROMISE (2017)
 QS0274
 QS0274                         *CURRENT SURVEY CONTROL
 QS0274  ______________________________________________________________________
 QS0274* NAD 83(1986) POSITION- 45 18 07.     (N) 100 36 07.     (W)   SCALED
 QS0274* NAVD 88 ORTHO HEIGHT -   507.970 (meters)     1666.56  (feet) ADJUSTED
 QS0274  ______________________________________________________________________
 QS0274  GEOID HEIGHT    -        -21.823 (meters)                     GEOID18
 QS0274  DYNAMIC HEIGHT  -        507.912 (meters)     1666.37  (feet) COMP
 QS0274  MODELED GRAVITY -    980,487.1   (mgal)                       NAVD 88
 QS0274
 QS0274  VERT ORDER      -  SECOND    CLASS 0
 QS0274
 QS0274.The horizontal coordinates were scaled from a map and have
 QS0274.an estimated accuracy of +/- 6 seconds.
 QS0274
 QS0274.The orthometric height was determined by differential leveling and
 QS0274.adjusted by the NATIONAL GEODETIC SURVEY
 QS0274.in June 1991.
 QS0274
 QS0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0274.GEOID18 height accuracy estimate available here.
 QS0274
 QS0274.Click photographs - Photos may exist for this station.
 QS0274
 QS0274.The dynamic height is computed by dividing the NAVD 88
 QS0274.geopotential number by the normal gravity value computed on the
 QS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0274.degrees latitude (g = 980.6199 gals.).
 QS0274
 QS0274.The modeled gravity was interpolated from observed gravity values.
 QS0274
 QS0274;                    North         East    Units  Estimated Accuracy
 QS0274;SPC SD N     -   163,370.      552,790.      MT  (+/- 180 meters Scaled)
 QS0274
 QS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR744177(NAD 83)
 QS0274
 QS0274                          SUPERSEDED SURVEY CONTROL
 QS0274
 QS0274  NGVD 29 (??/??/92)  507.583  (m)         1665.30   (f) ADJ UNCH    2 0
 QS0274
 QS0274.Superseded values are not recommended for survey control.
 QS0274
 QS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0274.See file dsdata.pdf to determine how the superseded data were derived.
 QS0274
 QS0274_MARKER: DB = BENCH MARK DISK
 QS0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0274_STAMPING: Q 71 1934
 QS0274_MARK LOGO: CGS
 QS0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0274+STABILITY: SURFACE MOTION
 QS0274
 QS0274  HISTORY     - Date     Condition        Report By
 QS0274  HISTORY     - 1934     MONUMENTED       CGS
 QS0274  HISTORY     - 1940     GOOD             LOCENG
 QS0274
 QS0274                          STATION DESCRIPTION
 QS0274
 QS0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0274'2.2 MI S FROM PROMISE.
 QS0274'ABOUT 2.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0274'AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY,
 QS0274'ABOUT 1 POLE NORTH OF MILEPOST 15, AT A ROAD CROSSING,
 QS0274'42 FEET EAST OF THE CENTER LINE OF THE TRACK, 28 FEET SOUTH OF
 QS0274'THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF A POLE, 1 FOOT
 QS0274'WEST WITH THE TRACK.  A STANDARD DISK, STAMPED Q 71 1934 AND
 QS0274'SET IN THE TOP OF A CONCRETE POST.
 QS0274
 QS0274                          STATION RECOVERY (1940)
 QS0274
 QS0274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0395 ***********************************************************************
 PT0395  DESIGNATION -  Q 72
 PT0395  PID         -  PT0395
 PT0395  STATE/COUNTY-  SD/HAAKON
 PT0395  COUNTRY     -  US
 PT0395  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0395
 PT0395                         *CURRENT SURVEY CONTROL
 PT0395  ______________________________________________________________________
 PT0395* NAD 83(1986) POSITION- 44 41 00.18   (N) 101 09 51.30   (W)   HD_HELD1
 PT0395* NAVD 88 ORTHO HEIGHT -   634.953 (meters)     2083.18  (feet) ADJUSTED
 PT0395  ______________________________________________________________________
 PT0395  GEOID HEIGHT    -        -21.909 (meters)                     GEOID18
 PT0395  DYNAMIC HEIGHT  -        634.824 (meters)     2082.75  (feet) COMP
 PT0395  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 PT0395
 PT0395  VERT ORDER      -  SECOND    CLASS 0
 PT0395
 PT0395.The horizontal coordinates were determined by differentially corrected
 PT0395.hand held GPS observations or other comparable positioning techniques
 PT0395.and have an estimated accuracy of +/- 3 meters.
 PT0395
 PT0395.The orthometric height was determined by differential leveling and
 PT0395.adjusted by the NATIONAL GEODETIC SURVEY
 PT0395.in June 1991.
 PT0395
 PT0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0395.GEOID18 height accuracy estimate available here.
 PT0395
 PT0395.Click photographs - Photos may exist for this station.
 PT0395
 PT0395.The dynamic height is computed by dividing the NAVD 88
 PT0395.geopotential number by the normal gravity value computed on the
 PT0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0395.degrees latitude (g = 980.6199 gals.).
 PT0395
 PT0395.The modeled gravity was interpolated from observed gravity values.
 PT0395
 PT0395;                    North         East    Units  Estimated Accuracy
 PT0395;SPC SD S     -   261,420.7     534,120.9     MT  (+/- 3 meters HH1 GPS) 
 PT0395
 PT0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2848650057(NAD 83)
 PT0395
 PT0395                          SUPERSEDED SURVEY CONTROL
 PT0395
 PT0395  NGVD 29 (??/??/92)  634.501  (m)         2081.69   (f) ADJ UNCH    2 0
 PT0395
 PT0395.Superseded values are not recommended for survey control.
 PT0395
 PT0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0395.See file dsdata.pdf to determine how the superseded data were derived.
 PT0395
 PT0395_MARKER: DB = BENCH MARK DISK
 PT0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0395_STAMPING: Q 72 1934
 PT0395_MARK LOGO: CGS
 PT0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0395+STABILITY: SURFACE MOTION
 PT0395
 PT0395  HISTORY     - Date     Condition        Report By
 PT0395  HISTORY     - 1934     MONUMENTED       CGS
 PT0395  HISTORY     - 1952     GOOD             CGS
 PT0395  HISTORY     - 1973     GOOD             SDHD
 PT0395  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0395
 PT0395                          STATION DESCRIPTION
 PT0395
 PT0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 PT0395'2.1 MI W FROM EAGLE BUTTE.
 PT0395'IN HAAKON COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0395'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY, 26.6
 PT0395'MILES SOUTH ALONG STATE HIGHWAY 63, AT THE RIM OF A CANYON, 45
 PT0395'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF A
 PT0395'RIGHT-OF-WAY FENCE CORNER, 1 FOOT WEST OF THE FENCE, 1.5 FEET
 PT0395'LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 PT0395
 PT0395                          STATION RECOVERY (1973)
 PT0395
 PT0395'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1973
 PT0395'RECOVERED IN GOOD CONDITION.
 PT0395
 PT0395                          STATION RECOVERY (1985)
 PT0395
 PT0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0395'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0437 ***********************************************************************
 PT0437  DESIGNATION -  Q 73
 PT0437  PID         -  PT0437
 PT0437  STATE/COUNTY-  SD/HAAKON
 PT0437  COUNTRY     -  US
 PT0437  USGS QUAD   -  MIDLAND NW (2017)
 PT0437
 PT0437                         *CURRENT SURVEY CONTROL
 PT0437  ______________________________________________________________________
 PT0437* NAD 83(1986) POSITION- 44 08 43.     (N) 101 07 38.     (W)   SCALED
 PT0437* NAVD 88 ORTHO HEIGHT -   666.431 (meters)     2186.45  (feet) POSTED
 PT0437  ______________________________________________________________________
 PT0437  GEOID HEIGHT    -        -22.789 (meters)                     GEOID18
 PT0437  DYNAMIC HEIGHT  -        666.24  (meters)     2185.8   (feet) COMP
 PT0437  MODELED GRAVITY -    980,316.2   (mgal)                       NAVD 88
 PT0437
 PT0437  VERT ORDER      -  * POSTED, SEE BELOW
 PT0437
 PT0437.The horizontal coordinates were scaled from a map and have
 PT0437.an estimated accuracy of +/- 6 seconds.
 PT0437
 PT0437.The orthometric height was determined by differential leveling
 PT0437.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0437
 PT0437.* This is a POSTED BENCH MARK height.
 PT0437
 PT0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0437.GEOID18 height accuracy estimate available here.
 PT0437
 PT0437.Click photographs - Photos may exist for this station.
 PT0437
 PT0437.The dynamic height is computed by dividing the NAVD 88
 PT0437.geopotential number by the normal gravity value computed on the
 PT0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0437.degrees latitude (g = 980.6199 gals.).
 PT0437
 PT0437.The modeled gravity was interpolated from observed gravity values.
 PT0437
 PT0437;                    North         East    Units  Estimated Accuracy
 PT0437;SPC SD S     -   201,600.      536,490.      MT  (+/- 180 meters Scaled)
 PT0437
 PT0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP298902(NAD 83)
 PT0437
 PT0437                          SUPERSEDED SURVEY CONTROL
 PT0437
 PT0437  NGVD 29 (??/??/92)  666.000  (m)         2185.04   (f) ADJ UNCH    2 0
 PT0437
 PT0437.Superseded values are not recommended for survey control.
 PT0437
 PT0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0437.See file dsdata.pdf to determine how the superseded data were derived.
 PT0437
 PT0437_MARKER: DB = BENCH MARK DISK
 PT0437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0437_SP_SET: HEADWALL
 PT0437_STAMPING: Q 73 1934
 PT0437_MARK LOGO: CGS
 PT0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0437+STABILITY: SURFACE MOTION
 PT0437
 PT0437  HISTORY     - Date     Condition        Report By
 PT0437  HISTORY     - 1934     MONUMENTED       CGS
 PT0437  HISTORY     - 1985     GOOD             NGS
 PT0437
 PT0437                          STATION DESCRIPTION
 PT0437
 PT0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0437'6.4 MI N FROM MIDLAND.
 PT0437'6.4 MILES NORTH ALONG U.S. HIGHWAY 14 FROM THE CITY WATER TANK
 PT0437'AT MIDLAND, HAAKON COUNTY, ABOUT 800 FEET NORTH OF A TURN TO THE
 PT0437'WEST, AT A CULVERT, IN THE CENTER OF THE WEST CONCRETE HEAD
 PT0437'WALL, AND ABOUT 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 PT0437'DISK, STAMPED Q 73 1934.
 PT0437
 PT0437                          STATION RECOVERY (1985)
 PT0437
 PT0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0437'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PT0437'THE DESCRIPTION IS ADEQUATE EXCEPT THE HIGHWAY DESCRIBED IS NOW A
 PT0437'RANCH ACCESS ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0881 ***********************************************************************
 PT0881  DESIGNATION -  Q 74 RESET
 PT0881  PID         -  PT0881
 PT0881  STATE/COUNTY-  SD/STANLEY
 PT0881  COUNTRY     -  US
 PT0881  USGS QUAD   -  LACY (2017)
 PT0881
 PT0881                         *CURRENT SURVEY CONTROL
 PT0881  ______________________________________________________________________
 PT0881* NAD 83(1986) POSITION- 44 23 09.     (N) 100 38 41.     (W)   SCALED
 PT0881* NAVD 88 ORTHO HEIGHT -   588.723 (meters)     1931.50  (feet) ADJUSTED
 PT0881  ______________________________________________________________________
 PT0881  GEOID HEIGHT    -        -23.044 (meters)                     GEOID18
 PT0881  DYNAMIC HEIGHT  -        588.590 (meters)     1931.07  (feet) COMP
 PT0881  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 PT0881
 PT0881  VERT ORDER      -  FIRST     CLASS II
 PT0881
 PT0881.The horizontal coordinates were scaled from a map and have
 PT0881.an estimated accuracy of +/- 6 seconds.
 PT0881
 PT0881.The orthometric height was determined by differential leveling and
 PT0881.adjusted by the NATIONAL GEODETIC SURVEY
 PT0881.in October 1997.
 PT0881
 PT0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0881.GEOID18 height accuracy estimate available here.
 PT0881
 PT0881.Click photographs - Photos may exist for this station.
 PT0881
 PT0881.The dynamic height is computed by dividing the NAVD 88
 PT0881.geopotential number by the normal gravity value computed on the
 PT0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0881.degrees latitude (g = 980.6199 gals.).
 PT0881
 PT0881.The modeled gravity was interpolated from observed gravity values.
 PT0881
 PT0881;                    North         East    Units  Estimated Accuracy
 PT0881;SPC SD S     -   228,070.      575,190.      MT  (+/- 180 meters Scaled)
 PT0881
 PT0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ689160(NAD 83)
 PT0881
 PT0881                          SUPERSEDED SURVEY CONTROL
 PT0881
 PT0881  NGVD 29 (04/17/07)  588.29   (m)         1930.1    (f) RESET       3  
 PT0881
 PT0881.Superseded values are not recommended for survey control.
 PT0881
 PT0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0881.See file dsdata.pdf to determine how the superseded data were derived.
 PT0881
 PT0881_MARKER: DV = VERTICAL CONTROL DISK
 PT0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0881_STAMPING: Q 74 RESET 1983
 PT0881_MARK LOGO: NGS
 PT0881_PROJECTION: FLUSH
 PT0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0881+STABILITY: SURFACE MOTION
 PT0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0881+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 PT0881
 PT0881  HISTORY     - Date     Condition        Report By
 PT0881  HISTORY     - 1983     MONUMENTED       NGS
 PT0881  HISTORY     - 19950803 GOOD             NGS
 PT0881  HISTORY     - 20120524 GOOD             INDIV
 PT0881
 PT0881                          STATION DESCRIPTION
 PT0881
 PT0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0881'23.1 KM (14.3 MI) NW FROM FORT PIERRE.
 PT0881'FROM THE JUNCTION OF HIGHWAYS 14-34 AND 83 ON THE NORTH EDGE OF FORT
 PT0881'PIERRE, GO WEST ALONG HIGHWAY 14-34 FOR 16.6 KM (10.3 MI), THENCE
 PT0881'3.9 KM (2.4 MI) NORTHWEST ALONG HIGHWAY, THENCE 2.6 KM (1.6 MI)
 PT0881'WEST ALONG HIGHWAY, IN GRASSY DRAW BETWEEN CULTIVATED FIELDS,
 PT0881'22.7 METERS (74.5 FEET) NORTH OF THE CENTERLINE OF HIGHWAY.
 PT0881'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 PT0881
 PT0881                          STATION RECOVERY (1995)
 PT0881
 PT0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0881'24.3 KM (15.10 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0881'IN PIERRE, 64.7 M (212.3 FT) WEST OF MILEPOST 214, 31.2 M (102.4 FT)
 PT0881'WEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 23.6 M (77.4 FT)
 PT0881'NORTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) BELOW THE LEVEL OF
 PT0881'THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A
 PT0881'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PT0881
 PT0881                          STATION RECOVERY (2012)
 PT0881
 PT0881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0411 ***********************************************************************
 PT0411  DESIGNATION -  Q 75
 PT0411  PID         -  PT0411
 PT0411  STATE/COUNTY-  SD/HAAKON
 PT0411  COUNTRY     -  US
 PT0411  USGS QUAD   -  CHERRY CREEK (2017)
 PT0411
 PT0411                         *CURRENT SURVEY CONTROL
 PT0411  ______________________________________________________________________
 PT0411* NAD 83(1986) POSITION- 44 36 09.56   (N) 101 24 44.59   (W)   HD_HELD1
 PT0411* NAVD 88 ORTHO HEIGHT -   657.812 (meters)     2158.17  (feet) ADJUSTED
 PT0411  ______________________________________________________________________
 PT0411  GEOID HEIGHT    -        -21.547 (meters)                     GEOID18
 PT0411  DYNAMIC HEIGHT  -        657.665 (meters)     2157.69  (feet) COMP
 PT0411  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 PT0411
 PT0411  VERT ORDER      -  SECOND    CLASS 0
 PT0411
 PT0411.The horizontal coordinates were determined by differentially corrected
 PT0411.hand held GPS observations or other comparable positioning techniques
 PT0411.and have an estimated accuracy of +/- 3 meters.
 PT0411
 PT0411.The orthometric height was determined by differential leveling and
 PT0411.adjusted by the NATIONAL GEODETIC SURVEY
 PT0411.in June 1991.
 PT0411
 PT0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0411.GEOID18 height accuracy estimate available here.
 PT0411
 PT0411.Click photographs - Photos may exist for this station.
 PT0411
 PT0411.The dynamic height is computed by dividing the NAVD 88
 PT0411.geopotential number by the normal gravity value computed on the
 PT0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0411.degrees latitude (g = 980.6199 gals.).
 PT0411
 PT0411.The modeled gravity was interpolated from observed gravity values.
 PT0411
 PT0411;                    North         East    Units  Estimated Accuracy
 PT0411;SPC SD S     -   252,676.2     514,331.8     MT  (+/- 3 meters HH1 GPS) 
 PT0411
 PT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0855641642(NAD 83)
 PT0411
 PT0411                          SUPERSEDED SURVEY CONTROL
 PT0411
 PT0411  NGVD 29 (??/??/92)  657.354  (m)         2156.67   (f) ADJ UNCH    2 0
 PT0411
 PT0411.Superseded values are not recommended for survey control.
 PT0411
 PT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0411.See file dsdata.pdf to determine how the superseded data were derived.
 PT0411
 PT0411_MARKER: DB = BENCH MARK DISK
 PT0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0411_STAMPING: Q 75 1934
 PT0411_MARK LOGO: CGS
 PT0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0411+STABILITY: SURFACE MOTION
 PT0411
 PT0411  HISTORY     - Date     Condition        Report By
 PT0411  HISTORY     - 1934     MONUMENTED       CGS
 PT0411
 PT0411                          STATION DESCRIPTION
 PT0411
 PT0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0411'5 MI E FROM CHERRY CREEK.
 PT0411'5 MILES EAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE AT
 PT0411'CHERRY CREEK, HAAKON COUNTY, AT A CROSSROADS, 40 FEET WEST OF
 PT0411'THE CENTERLINE OF THE MAIN ROAD, 9 FEET WEST OF A FENCE CORNER,
 PT0411'1.5 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0342 ***********************************************************************
 PT0342  DESIGNATION -  Q 76
 PT0342  PID         -  PT0342
 PT0342  STATE/COUNTY-  SD/STANLEY
 PT0342  COUNTRY     -  US
 PT0342  USGS QUAD   -  WENDTE (2017)
 PT0342
 PT0342                         *CURRENT SURVEY CONTROL
 PT0342  ______________________________________________________________________
 PT0342* NAD 83(1986) POSITION- 44 13 37.     (N) 100 41 23.     (W)   SCALED
 PT0342* NAVD 88 ORTHO HEIGHT -   489.397 (meters)     1605.63  (feet) ADJUSTED
 PT0342  ______________________________________________________________________
 PT0342  GEOID HEIGHT    -        -23.460 (meters)                     GEOID18
 PT0342  DYNAMIC HEIGHT  -        489.282 (meters)     1605.25  (feet) COMP
 PT0342  MODELED GRAVITY -    980,369.7   (mgal)                       NAVD 88
 PT0342
 PT0342  VERT ORDER      -  SECOND    CLASS 0
 PT0342
 PT0342.The horizontal coordinates were scaled from a map and have
 PT0342.an estimated accuracy of +/- 6 seconds.
 PT0342
 PT0342.The orthometric height was determined by differential leveling and
 PT0342.adjusted by the NATIONAL GEODETIC SURVEY
 PT0342.in June 1991.
 PT0342
 PT0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0342.GEOID18 height accuracy estimate available here.
 PT0342
 PT0342.Click photographs - Photos may exist for this station.
 PT0342
 PT0342.The dynamic height is computed by dividing the NAVD 88
 PT0342.geopotential number by the normal gravity value computed on the
 PT0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0342.degrees latitude (g = 980.6199 gals.).
 PT0342
 PT0342.The modeled gravity was interpolated from observed gravity values.
 PT0342
 PT0342;                    North         East    Units  Estimated Accuracy
 PT0342;SPC SD S     -   210,430.      571,530.      MT  (+/- 180 meters Scaled)
 PT0342
 PT0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP650984(NAD 83)
 PT0342
 PT0342                          SUPERSEDED SURVEY CONTROL
 PT0342
 PT0342  NGVD 29 (??/??/92)  488.998  (m)         1604.32   (f) ADJ UNCH    2 0
 PT0342
 PT0342.Superseded values are not recommended for survey control.
 PT0342
 PT0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0342.See file dsdata.pdf to determine how the superseded data were derived.
 PT0342
 PT0342_MARKER: DB = BENCH MARK DISK
 PT0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0342_STAMPING: Q 76 1934
 PT0342_MARK LOGO: CGS
 PT0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0342+STABILITY: SURFACE MOTION
 PT0342
 PT0342  HISTORY     - Date     Condition        Report By
 PT0342  HISTORY     - 1934     MONUMENTED       CGS
 PT0342
 PT0342                          STATION DESCRIPTION
 PT0342
 PT0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0342'2.1 MI W FROM WENDTE.
 PT0342'2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0342'THE STATION AT WENDTE, STANLEY COUNTY, 8 POLES WEST OF MILEPOST
 PT0342'505, AT A ROAD CROSSING, 54 FEET EAST OF THE CENTERLINE OF THE
 PT0342'ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 6 FEET WEST
 PT0342'OF A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 PT0342'DISK, STAMPED Q 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0385 ***********************************************************************
 OR0385  DESIGNATION -  Q 78
 OR0385  PID         -  OR0385
 OR0385  STATE/COUNTY-  SD/BRULE
 OR0385  COUNTRY     -  US
 OR0385  USGS QUAD   -  KIMBALL NORTH (2017)
 OR0385
 OR0385                         *CURRENT SURVEY CONTROL
 OR0385  ______________________________________________________________________
 OR0385* NAD 83(1986) POSITION- 43 50 55.18   (N) 098 58 56.82   (W)   HD_HELD1
 OR0385* NAVD 88 ORTHO HEIGHT -   495.238 (meters)     1624.79  (feet) ADJUSTED
 OR0385  ______________________________________________________________________
 OR0385  GEOID HEIGHT    -        -25.477 (meters)                     GEOID18
 OR0385  DYNAMIC HEIGHT  -        495.113 (meters)     1624.38  (feet) COMP
 OR0385  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 OR0385
 OR0385  VERT ORDER      -  SECOND    CLASS 0
 OR0385
 OR0385.The horizontal coordinates were determined by differentially corrected
 OR0385.hand held GPS observations or other comparable positioning techniques
 OR0385.and have an estimated accuracy of +/- 3 meters.
 OR0385
 OR0385.The orthometric height was determined by differential leveling and
 OR0385.adjusted by the NATIONAL GEODETIC SURVEY
 OR0385.in June 1991.
 OR0385
 OR0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0385.GEOID18 height accuracy estimate available here.
 OR0385
 OR0385.Click photographs - Photos may exist for this station.
 OR0385
 OR0385.The dynamic height is computed by dividing the NAVD 88
 OR0385.geopotential number by the normal gravity value computed on the
 OR0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0385.degrees latitude (g = 980.6199 gals.).
 OR0385
 OR0385.The modeled gravity was interpolated from observed gravity values.
 OR0385
 OR0385;                    North         East    Units  Estimated Accuracy
 OR0385;SPC SD S     -   169,224.1     708,610.2     MT  (+/- 3 meters HH1 GPS) 
 OR0385
 OR0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0141055064(NAD 83)
 OR0385
 OR0385                          SUPERSEDED SURVEY CONTROL
 OR0385
 OR0385  NGVD 29 (??/??/92)  494.899  (m)         1623.68   (f) ADJ UNCH    2 0
 OR0385
 OR0385.Superseded values are not recommended for survey control.
 OR0385
 OR0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0385.See file dsdata.pdf to determine how the superseded data were derived.
 OR0385
 OR0385_MARKER: DB = BENCH MARK DISK
 OR0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0385_SP_SET: BRIDGE
 OR0385_STAMPING: Q 78 1934
 OR0385_MARK LOGO: CGS
 OR0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0385
 OR0385  HISTORY     - Date     Condition        Report By
 OR0385  HISTORY     - 1934     MONUMENTED       CGS
 OR0385
 OR0385                          STATION DESCRIPTION
 OR0385
 OR0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0385'8.3 MI N FROM KIMBALL.
 OR0385'8.3 MILES NORTH ALONG STATE HIGHWAY 45 FROM ST. MARGARETS CHURCH
 OR0385'AT KIMBALL, BRULE COUNTY, ABOUT 250 YARDS EAST OF A TURN TO
 OR0385'THE NORTH, AT A 25-FOOT CONCRETE BRIDGE, IN THE SOUTHEAST
 OR0385'CONCRETE WING WALL, AND ABOUT 3-1/2 FEET HIGHER THAN THE HIGHWAY.
 OR0385'A STANDARD DISK, STAMPED Q 78 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0160 ***********************************************************************
 PS0160  DESIGNATION -  Q 79
 PS0160  PID         -  PS0160
 PS0160  STATE/COUNTY-  SD/HAND
 PS0160  COUNTRY     -  US
 PS0160  USGS QUAD   -  VAYLAND NW (2017)
 PS0160
 PS0160                         *CURRENT SURVEY CONTROL
 PS0160  ______________________________________________________________________
 PS0160* NAD 83(1986) POSITION- 44 24 33.     (N) 098 58 58.     (W)   SCALED
 PS0160* NAVD 88 ORTHO HEIGHT -   540.455 (meters)     1773.14  (feet) ADJUSTED
 PS0160  ______________________________________________________________________
 PS0160  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 PS0160  DYNAMIC HEIGHT  -        540.342 (meters)     1772.77  (feet) COMP
 PS0160  MODELED GRAVITY -    980,391.2   (mgal)                       NAVD 88
 PS0160
 PS0160  VERT ORDER      -  SECOND    CLASS 0
 PS0160
 PS0160.The horizontal coordinates were scaled from a map and have
 PS0160.an estimated accuracy of +/- 6 seconds.
 PS0160
 PS0160.The orthometric height was determined by differential leveling and
 PS0160.adjusted by the NATIONAL GEODETIC SURVEY
 PS0160.in June 1991.
 PS0160
 PS0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0160.GEOID18 height accuracy estimate available here.
 PS0160
 PS0160.Click photographs - Photos may exist for this station.
 PS0160
 PS0160.The dynamic height is computed by dividing the NAVD 88
 PS0160.geopotential number by the normal gravity value computed on the
 PS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0160.degrees latitude (g = 980.6199 gals.).
 PS0160
 PS0160.The modeled gravity was interpolated from observed gravity values.
 PS0160
 PS0160;                    North         East    Units  Estimated Accuracy
 PS0160;SPC SD N     -    64,500.      681,020.      MT  (+/- 180 meters Scaled)
 PS0160
 PS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ013173(NAD 83)
 PS0160
 PS0160                          SUPERSEDED SURVEY CONTROL
 PS0160
 PS0160  NGVD 29 (??/??/92)  540.11   (m)         1772.0    (f) COMPUTED    2 0
 PS0160
 PS0160.Superseded values are not recommended for survey control.
 PS0160
 PS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0160.See file dsdata.pdf to determine how the superseded data were derived.
 PS0160
 PS0160_MARKER: DB = BENCH MARK DISK
 PS0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0160_SP_SET: BRIDGE
 PS0160_STAMPING: Q 79 1934
 PS0160_MARK LOGO: CGS
 PS0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0160
 PS0160  HISTORY     - Date     Condition        Report By
 PS0160  HISTORY     - 1934     MONUMENTED       CGS
 PS0160
 PS0160                          STATION DESCRIPTION
 PS0160
 PS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0160'7.7 MI S FROM MILLER.
 PS0160'7.7 MILES SOUTH OF CITY AUDITORIUM AT MILLER, ALONG STATE HIGHWAY
 PS0160'45 AT 12 FOOT CONCRETE DECK BRIDGE, 185 FEET SOUTH OF PRIVATE
 PS0160'ENTRANCE.  SET IN THE NORTH END OF THE SOUTH WEST WINGWALL, 10
 PS0160'INCHES SOUTH OF WEST GUARDRAIL, AT ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0161 ***********************************************************************
 PS0161  DESIGNATION -  Q 79 RESET
 PS0161  PID         -  PS0161
 PS0161  STATE/COUNTY-  SD/HAND
 PS0161  COUNTRY     -  US
 PS0161  USGS QUAD   -  VAYLAND NW (2017)
 PS0161
 PS0161                         *CURRENT SURVEY CONTROL
 PS0161  ______________________________________________________________________
 PS0161* NAD 83(1986) POSITION- 44 24 33.67   (N) 098 58 59.95   (W)   HD_HELD1
 PS0161* NAVD 88 ORTHO HEIGHT -   540.51  (+/-2cm)     1773.3   (feet) VERTCON3
 PS0161  ______________________________________________________________________
 PS0161  GEOID HEIGHT    -        -24.565 (meters)                     GEOID18
 PS0161  VERT ORDER      -  THIRD (See Below)
 PS0161
 PS0161.The horizontal coordinates were determined by differentially corrected
 PS0161.hand held GPS observations or other comparable positioning techniques
 PS0161.and have an estimated accuracy of +/- 3 meters.
 PS0161
 PS0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0161
 PS0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0161.GEOID18 height accuracy estimate available here.
 PS0161
 PS0161.The vertical order pertains to the NGVD 29 superseded value.
 PS0161
 PS0161.Click photographs - Photos may exist for this station.
 PS0161
 PS0161;                    North         East    Units  Estimated Accuracy
 PS0161;SPC SD N     -    64,517.4     680,979.3     MT  (+/- 3 meters HH1 GPS) 
 PS0161
 PS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0132817340(NAD 83)
 PS0161
 PS0161                          SUPERSEDED SURVEY CONTROL
 PS0161
 PS0161  NGVD 29 (??/??/??)  540.15   (m)         1772.1    (f) RESET       3  
 PS0161
 PS0161.Superseded values are not recommended for survey control.
 PS0161
 PS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0161.See file dsdata.pdf to determine how the superseded data were derived.
 PS0161
 PS0161_MARKER: DB = BENCH MARK DISK
 PS0161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0161_SP_SET: BOX CULVERT HEADWALL
 PS0161_STAMPING: Q 79 RESET 1949
 PS0161_MARK LOGO: CGS
 PS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0161+STABILITY: SURFACE MOTION
 PS0161
 PS0161  HISTORY     - Date     Condition        Report By
 PS0161  HISTORY     - 1949     MONUMENTED       SDHD
 PS0161
 PS0161                          STATION DESCRIPTION
 PS0161
 PS0161'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 PS0161'7.7 MI S FROM MILLER.
 PS0161'7.7 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0161'AT MILLER, ABOUT 180 FEET SOUTH OF A PRIVATE ENTRANCE, AT AN
 PS0161'8- BY 5-FOOT CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 PS0161'EAST HEADWALL, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 PS0161'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0004 ***********************************************************************
 OS0004  DESIGNATION -  Q 8
 OS0004  PID         -  OS0004
 OS0004  STATE/COUNTY-  SD/LYMAN
 OS0004  COUNTRY     -  US
 OS0004  USGS QUAD   -  PRESHO (2017)
 OS0004
 OS0004                         *CURRENT SURVEY CONTROL
 OS0004  ______________________________________________________________________
 OS0004* NAD 83(1986) POSITION- 43 54 43.     (N) 100 03 32.     (W)   SCALED
 OS0004* NAVD 88 ORTHO HEIGHT -   539.112 (meters)     1768.74  (feet) ADJUSTED
 OS0004  ______________________________________________________________________
 OS0004  GEOID HEIGHT    -        -25.141 (meters)                     GEOID18
 OS0004  DYNAMIC HEIGHT  -        538.950 (meters)     1768.21  (feet) COMP
 OS0004  MODELED GRAVITY -    980,302.4   (mgal)                       NAVD 88
 OS0004
 OS0004  VERT ORDER      -  FIRST     CLASS II
 OS0004
 OS0004.The horizontal coordinates were scaled from a map and have
 OS0004.an estimated accuracy of +/- 6 seconds.
 OS0004
 OS0004.The orthometric height was determined by differential leveling and
 OS0004.adjusted by the NATIONAL GEODETIC SURVEY
 OS0004.in June 1991.
 OS0004
 OS0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0004.GEOID18 height accuracy estimate available here.
 OS0004
 OS0004.Click photographs - Photos may exist for this station.
 OS0004
 OS0004.The dynamic height is computed by dividing the NAVD 88
 OS0004.geopotential number by the normal gravity value computed on the
 OS0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0004.degrees latitude (g = 980.6199 gals.).
 OS0004
 OS0004.The modeled gravity was interpolated from observed gravity values.
 OS0004
 OS0004;                    North         East    Units  Estimated Accuracy
 OS0004;SPC SD S     -   175,410.      622,040.      MT  (+/- 180 meters Scaled)
 OS0004
 OS0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP149626(NAD 83)
 OS0004
 OS0004                          SUPERSEDED SURVEY CONTROL
 OS0004
 OS0004  NGVD 29 (??/??/92)  538.712  (m)         1767.42   (f) ADJ UNCH    1 2
 OS0004
 OS0004.Superseded values are not recommended for survey control.
 OS0004
 OS0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0004.See file dsdata.pdf to determine how the superseded data were derived.
 OS0004
 OS0004_MARKER: DB = BENCH MARK DISK
 OS0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0004_STAMPING: Q 8 1925
 OS0004_MARK LOGO: CGS
 OS0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0004+STABILITY: SURFACE MOTION
 OS0004
 OS0004  HISTORY     - Date     Condition        Report By
 OS0004  HISTORY     - 1925     MONUMENTED       CGS
 OS0004  HISTORY     - 1965     GOOD             USGS
 OS0004  HISTORY     - 1975     MARK NOT FOUND   USGS
 OS0004
 OS0004                          STATION DESCRIPTION
 OS0004
 OS0004'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OS0004'AT PRESHO.
 OS0004'AT PRESHO, LYMAN COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0004'AND PACIFIC RAILROAD, 74 FT. N. AND 167 FT. W. OF T-ST. WEST,
 OS0004'41 FT. S. OF THE CENTERLINE OF R.R. TRACKS, AND IN THE TOP OF A
 OS0004'CONC. POST, A STND USC AND GS DISK STAMPED Q 8 1925.
 OS0004
 OS0004                          STATION RECOVERY (1975)
 OS0004
 OS0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OS0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0597 ***********************************************************************
 PR0597  DESIGNATION -  Q 82
 PR0597  PID         -  PR0597
 PR0597  STATE/COUNTY-  SD/MINER
 PR0597  COUNTRY     -  US
 PR0597  USGS QUAD   -  ROSWELL (2017)
 PR0597
 PR0597                         *CURRENT SURVEY CONTROL
 PR0597  ______________________________________________________________________
 PR0597* NAD 83(1986) POSITION- 44 00 33.     (N) 097 41 46.     (W)   SCALED
 PR0597* NAVD 88 ORTHO HEIGHT -   428.476 (meters)     1405.76  (feet) ADJUSTED
 PR0597  ______________________________________________________________________
 PR0597  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 PR0597  DYNAMIC HEIGHT  -        428.384 (meters)     1405.46  (feet) COMP
 PR0597  MODELED GRAVITY -    980,390.7   (mgal)                       NAVD 88
 PR0597
 PR0597  VERT ORDER      -  SECOND    CLASS 0
 PR0597
 PR0597.The horizontal coordinates were scaled from a map and have
 PR0597.an estimated accuracy of +/- 6 seconds.
 PR0597
 PR0597.The orthometric height was determined by differential leveling and
 PR0597.adjusted by the NATIONAL GEODETIC SURVEY
 PR0597.in June 1991.
 PR0597
 PR0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0597.GEOID18 height accuracy estimate available here.
 PR0597
 PR0597.Click photographs - Photos may exist for this station.
 PR0597
 PR0597.The dynamic height is computed by dividing the NAVD 88
 PR0597.geopotential number by the normal gravity value computed on the
 PR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0597.degrees latitude (g = 980.6199 gals.).
 PR0597
 PR0597.The modeled gravity was interpolated from observed gravity values.
 PR0597
 PR0597;                    North         East    Units  Estimated Accuracy
 PR0597;SPC SD S     -   189,530.      811,440.      MT  (+/- 180 meters Scaled)
 PR0597
 PR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP045737(NAD 83)
 PR0597
 PR0597                          SUPERSEDED SURVEY CONTROL
 PR0597
 PR0597  NGVD 29 (??/??/92)  428.20   (m)         1404.9    (f) COMPUTED    2 0
 PR0597
 PR0597.Superseded values are not recommended for survey control.
 PR0597
 PR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0597.See file dsdata.pdf to determine how the superseded data were derived.
 PR0597
 PR0597_MARKER: DB = BENCH MARK DISK
 PR0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0597_STAMPING: Q 82 1934
 PR0597_MARK LOGO: CGS
 PR0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0597+STABILITY: SURFACE MOTION
 PR0597
 PR0597  HISTORY     - Date     Condition        Report By
 PR0597  HISTORY     - 1934     MONUMENTED       CGS
 PR0597  HISTORY     - 1948     GOOD             CGS
 PR0597
 PR0597                          STATION DESCRIPTION
 PR0597
 PR0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0597'AT ROSWELL.
 PR0597'AT ROSWELL, MINER COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 PR0597'AND PACIFIC RAILROAD, 112 FEET NORTH OF THE NORTHWEST CORNER
 PR0597'OF THE STATION, 15 POLES WEST OF MILEPOST 363, AT A ROAD CROSSING,
 PR0597'95 FEET NORTH OF THE CENTER LINE OF THE TRACK, 25 FEET WEST OF
 PR0597'THE CENTER LINE OF THE ROAD, AT A FENCE CORNER, 7 FEET EAST OF
 PR0597'THE NORTH-AND-SOUTH FENCE, 3 FEET NORTH OF THE EAST-AND-WEST
 PR0597'FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Q 82
 PR0597'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0597
 PR0597                          STATION RECOVERY (1948)
 PR0597
 PR0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 PR0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0111 ***********************************************************************
 PS0111  DESIGNATION -  Q 83
 PS0111  PID         -  PS0111
 PS0111  STATE/COUNTY-  SD/BEADLE
 PS0111  COUNTRY     -  US
 PS0111  USGS QUAD   -  HURON NW (2017)
 PS0111
 PS0111                         *CURRENT SURVEY CONTROL
 PS0111  ______________________________________________________________________
 PS0111* NAD 83(1986) POSITION- 44 24 50.     (N) 098 12 51.     (W)   SCALED
 PS0111* NAVD 88 ORTHO HEIGHT -   391.461 (meters)     1284.32  (feet) ADJUSTED
 PS0111  ______________________________________________________________________
 PS0111  GEOID HEIGHT    -        -24.922 (meters)                     GEOID18
 PS0111  DYNAMIC HEIGHT  -        391.399 (meters)     1284.11  (feet) COMP
 PS0111  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 PS0111
 PS0111  VERT ORDER      -  SECOND    CLASS 0
 PS0111
 PS0111.The horizontal coordinates were scaled from a map and have
 PS0111.an estimated accuracy of +/- 6 seconds.
 PS0111
 PS0111.The orthometric height was determined by differential leveling and
 PS0111.adjusted by the NATIONAL GEODETIC SURVEY
 PS0111.in June 1991.
 PS0111
 PS0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0111.GEOID18 height accuracy estimate available here.
 PS0111
 PS0111.Click photographs - Photos may exist for this station.
 PS0111
 PS0111.The dynamic height is computed by dividing the NAVD 88
 PS0111.geopotential number by the normal gravity value computed on the
 PS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0111.degrees latitude (g = 980.6199 gals.).
 PS0111
 PS0111.The modeled gravity was interpolated from observed gravity values.
 PS0111
 PS0111;                    North         East    Units  Estimated Accuracy
 PS0111;SPC SD N     -    66,080.      742,220.      MT  (+/- 180 meters Scaled)
 PS0111
 PS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625181(NAD 83)
 PS0111
 PS0111                          SUPERSEDED SURVEY CONTROL
 PS0111
 PS0111  NGVD 29 (??/??/92)  391.199  (m)         1283.46   (f) ADJ UNCH    2 0
 PS0111
 PS0111.Superseded values are not recommended for survey control.
 PS0111
 PS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0111.See file dsdata.pdf to determine how the superseded data were derived.
 PS0111
 PS0111_MARKER: DB = BENCH MARK DISK
 PS0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0111_STAMPING: Q 83 1934
 PS0111_MARK LOGO: CGS
 PS0111_PROJECTION: FLUSH
 PS0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0111+STABILITY: SURFACE MOTION
 PS0111
 PS0111  HISTORY     - Date     Condition        Report By
 PS0111  HISTORY     - 1934     MONUMENTED       CGS
 PS0111  HISTORY     - 1977     GOOD             NGS
 PS0111  HISTORY     - 19941031 MARK NOT FOUND   NGS
 PS0111  HISTORY     - 19950101 GOOD             SDDENR
 PS0111
 PS0111                          STATION DESCRIPTION
 PS0111
 PS0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0111'3.3 MI N FROM HURON.
 PS0111'3.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND NORTH
 PS0111'WESTERN RAILWAY STATION AT HURON, BEADLE COUNTY, 51 FEET SOUTH
 PS0111'OF THE CENTER OF THE INTERSECTION OF A CROSS ROAD, 48 FEET EAST
 PS0111'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF A RIGHT-OF-WAY
 PS0111'FENCE CORNER, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 PS0111'DISK, STAMPED Q 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0111
 PS0111                          STATION RECOVERY (1977)
 PS0111
 PS0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PS0111'RECOVERED IN GOOD CONDITION.
 PS0111
 PS0111                          STATION RECOVERY (1994)
 PS0111
 PS0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0111'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PS0111'DESTROYED.  Q 83 RESET WAS ESTABLISHED IN THE SAME VICINITY. SEE THE
 PS0111'DESCRIPTION THEREOF.
 PS0111
 PS0111                          STATION RECOVERY (1995)
 PS0111
 PS0111'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0111'FOUND. WAS RESET BY SD HIGHWAY DEPARTMENT IN 1977.  ELEV -NAVD 88- =
 PS0111'391.150 M (1283.298 FT) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8904 ***********************************************************************
 AB8904  DESIGNATION -  Q 83 RESET
 AB8904  PID         -  AB8904
 AB8904  STATE/COUNTY-  SD/BEADLE
 AB8904  COUNTRY     -  US
 AB8904  USGS QUAD   -  HURON NW (2017)
 AB8904
 AB8904                         *CURRENT SURVEY CONTROL
 AB8904  ______________________________________________________________________
 AB8904* NAD 83(1986) POSITION- 44 24 51.     (N) 098 12 54.     (W)   SCALED
 AB8904* NAVD 88 ORTHO HEIGHT -   391.088 (meters)     1283.09  (feet) ADJUSTED
 AB8904  ______________________________________________________________________
 AB8904  GEOID HEIGHT    -        -24.922 (meters)                     GEOID18
 AB8904  DYNAMIC HEIGHT  -        391.026 (meters)     1282.89  (feet) COMP
 AB8904  MODELED GRAVITY -    980,447.2   (mgal)                       NAVD 88
 AB8904
 AB8904  VERT ORDER      -  FIRST     CLASS II
 AB8904
 AB8904.The horizontal coordinates were scaled from a map and have
 AB8904.an estimated accuracy of +/- 6 seconds.
 AB8904
 AB8904.The orthometric height was determined by differential leveling and
 AB8904.adjusted by the NATIONAL GEODETIC SURVEY
 AB8904.in October 1997.
 AB8904
 AB8904.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8904.GEOID18 height accuracy estimate available here.
 AB8904
 AB8904.Click photographs - Photos may exist for this station.
 AB8904
 AB8904.The dynamic height is computed by dividing the NAVD 88
 AB8904.geopotential number by the normal gravity value computed on the
 AB8904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8904.degrees latitude (g = 980.6199 gals.).
 AB8904
 AB8904.The modeled gravity was interpolated from observed gravity values.
 AB8904
 AB8904;                    North         East    Units  Estimated Accuracy
 AB8904;SPC SD N     -    66,110.      742,160.      MT  (+/- 180 meters Scaled)
 AB8904
 AB8904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ624181(NAD 83)
 AB8904
 AB8904                          SUPERSEDED SURVEY CONTROL
 AB8904
 AB8904.No superseded survey control is available for this station.
 AB8904
 AB8904_MARKER: DV = VERTICAL CONTROL DISK
 AB8904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8904_STAMPING: Q 83 RESET 1977
 AB8904_MARK LOGO: NGS
 AB8904_PROJECTION: FLUSH
 AB8904_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8904+STABILITY: SURFACE MOTION
 AB8904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8904+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8904
 AB8904  HISTORY     - Date     Condition        Report By
 AB8904  HISTORY     - 1977     MONUMENTED       NGS
 AB8904  HISTORY     - 19941031 GOOD             NGS
 AB8904
 AB8904                          STATION DESCRIPTION
 AB8904
 AB8904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8904'4.8 KM (3.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AB8904'U.S. HIGHWAY 14 IN HURON, 466.0 M (1528.9 FT) SOUTH OF MILEPOST 131,
 AB8904'30.6 M (100.4 FT) EAST OF THE HIGHWAY CENTERLINE, 17.7 M (58.1 FT)
 AB8904'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.6 M (11.8 FT) SOUTH OF A
 AB8904'FENCE CORNER, 3.0 M (9.8 FT) SOUTH OF A UTILITY POLE, 1.0 M (3.3 FT)
 AB8904'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AB8904'POST, 0.2 M (0.7 FT) WEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 AB8904'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0062 ***********************************************************************
 PS0062  DESIGNATION -  Q 84
 PS0062  PID         -  PS0062
 PS0062  STATE/COUNTY-  SD/SPINK
 PS0062  COUNTRY     -  US
 PS0062  USGS QUAD   -  DOLAND (2017)
 PS0062
 PS0062                         *CURRENT SURVEY CONTROL
 PS0062  ______________________________________________________________________
 PS0062* NAD 83(1986) POSITION- 44 52 41.08   (N) 098 05 54.69   (W)   HD_HELD1
 PS0062* NAVD 88 ORTHO HEIGHT -   416.590 (meters)     1366.76  (feet) ADJUSTED
 PS0062  ______________________________________________________________________
 PS0062  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 PS0062  DYNAMIC HEIGHT  -        416.544 (meters)     1366.61  (feet) COMP
 PS0062  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 PS0062
 PS0062  VERT ORDER      -  SECOND    CLASS 0
 PS0062
 PS0062.The horizontal coordinates were determined by differentially corrected
 PS0062.hand held GPS observations or other comparable positioning techniques
 PS0062.and have an estimated accuracy of +/- 3 meters.
 PS0062
 PS0062.The orthometric height was determined by differential leveling and
 PS0062.adjusted by the NATIONAL GEODETIC SURVEY
 PS0062.in June 1991.
 PS0062
 PS0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0062.GEOID18 height accuracy estimate available here.
 PS0062
 PS0062.Click photographs - Photos may exist for this station.
 PS0062
 PS0062.The dynamic height is computed by dividing the NAVD 88
 PS0062.geopotential number by the normal gravity value computed on the
 PS0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0062.degrees latitude (g = 980.6199 gals.).
 PS0062
 PS0062.The modeled gravity was interpolated from observed gravity values.
 PS0062
 PS0062;                    North         East    Units  Estimated Accuracy
 PS0062;SPC SD N     -   117,858.4     750,220.6     MT  (+/- 3 meters HH1 GPS) 
 PS0062
 PS0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7120069801(NAD 83)
 PS0062
 PS0062                          SUPERSEDED SURVEY CONTROL
 PS0062
 PS0062  NGVD 29 (??/??/92)  416.308  (m)         1365.84   (f) ADJ UNCH    2 0
 PS0062
 PS0062.Superseded values are not recommended for survey control.
 PS0062
 PS0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0062.See file dsdata.pdf to determine how the superseded data were derived.
 PS0062
 PS0062_MARKER: DB = BENCH MARK DISK
 PS0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0062_SP_SET: CULVERT HEADWALL
 PS0062_STAMPING: Q 84 1934
 PS0062_MARK LOGO: CGS
 PS0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0062+STABILITY: SURFACE MOTION
 PS0062
 PS0062  HISTORY     - Date     Condition        Report By
 PS0062  HISTORY     - 1934     MONUMENTED       CGS
 PS0062  HISTORY     - 1961     MARK NOT FOUND   CGS
 PS0062
 PS0062                          STATION DESCRIPTION
 PS0062
 PS0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PS0062'1.4 MI S FROM DOLAND.
 PS0062'1.4 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE CITY WATER TANK
 PS0062'AT DOLAND, SPINK COUNTY, 36 FEET SOUTH OF THE CENTER OF THE
 PS0062'INTERSECTION OF A CROSS ROAD, 21 FEET EAST OF THE CENTERLINE OF THE
 PS0062'HIGHWAY, AT AN 18-INCH CONCRETE CULVERT, IN THE TOP OF THE SOUTH
 PS0062'END OF THE EAST HEADWALL, 15 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 PS0062'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0283 ***********************************************************************
 QQ0283  DESIGNATION -  Q 85
 QQ0283  PID         -  QQ0283
 QQ0283  STATE/COUNTY-  SD/CLARK
 QQ0283  COUNTRY     -  US
 QQ0283  USGS QUAD   -  BRADLEY (2017)
 QQ0283
 QQ0283                         *CURRENT SURVEY CONTROL
 QQ0283  ______________________________________________________________________
 QQ0283* NAD 83(1986) POSITION- 45 05 27.     (N) 097 38 12.     (W)   SCALED
 QQ0283* NAVD 88 ORTHO HEIGHT -   548.890 (meters)     1800.82  (feet) ADJUSTED
 QQ0283  ______________________________________________________________________
 QQ0283  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 QQ0283  DYNAMIC HEIGHT  -        548.817 (meters)     1800.58  (feet) COMP
 QQ0283  MODELED GRAVITY -    980,466.4   (mgal)                       NAVD 88
 QQ0283
 QQ0283  VERT ORDER      -  SECOND    CLASS 0
 QQ0283
 QQ0283.The horizontal coordinates were scaled from a map and have
 QQ0283.an estimated accuracy of +/- 6 seconds.
 QQ0283
 QQ0283.The orthometric height was determined by differential leveling and
 QQ0283.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0283.in June 1991.
 QQ0283
 QQ0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0283.GEOID18 height accuracy estimate available here.
 QQ0283
 QQ0283.Click photographs - Photos may exist for this station.
 QQ0283
 QQ0283.The dynamic height is computed by dividing the NAVD 88
 QQ0283.geopotential number by the normal gravity value computed on the
 QQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0283.degrees latitude (g = 980.6199 gals.).
 QQ0283
 QQ0283.The modeled gravity was interpolated from observed gravity values.
 QQ0283
 QQ0283;                    North         East    Units  Estimated Accuracy
 QQ0283;SPC SD N     -   142,450.      786,010.      MT  (+/- 180 meters Scaled)
 QQ0283
 QQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ072939(NAD 83)
 QQ0283
 QQ0283                          SUPERSEDED SURVEY CONTROL
 QQ0283
 QQ0283  NGVD 29 (??/??/92)  548.581  (m)         1799.80   (f) ADJ UNCH    2 0
 QQ0283
 QQ0283.Superseded values are not recommended for survey control.
 QQ0283
 QQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0283.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0283
 QQ0283_MARKER: DB = BENCH MARK DISK
 QQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0283_STAMPING: Q 85 1934
 QQ0283_MARK LOGO: CGS
 QQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0283+STABILITY: SURFACE MOTION
 QQ0283
 QQ0283  HISTORY     - Date     Condition        Report By
 QQ0283  HISTORY     - 1934     MONUMENTED       CGS
 QQ0283  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0283
 QQ0283                          STATION DESCRIPTION
 QQ0283
 QQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0283'AT BRADLEY.
 QQ0283'AT BRADLEY, CLARK COUNTY, EAST OF THE MINNEAPOLIS AND ST. LOUIS
 QQ0283'RAILROAD STATION, ABOUT 4 POLES EAST OF MILEPOST 266, AT A
 QQ0283'PUBLIC-ROAD CROSSING, 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 QQ0283'32 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT 1
 QQ0283'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 85 1934
 QQ0283'AND SET IN THE TOP OF A CONCRETE POST.
 QQ0283
 QQ0283                          STATION RECOVERY (1973)
 QQ0283
 QQ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0103 ***********************************************************************
 QR0103  DESIGNATION -  Q 86
 QR0103  PID         -  QR0103
 QR0103  STATE/COUNTY-  SD/SPINK
 QR0103  COUNTRY     -  US
 QR0103  USGS QUAD   -  MELLETTE (2017)
 QR0103
 QR0103                         *CURRENT SURVEY CONTROL
 QR0103  ______________________________________________________________________
 QR0103* NAD 83(1986) POSITION- 45 09 45.     (N) 098 24 45.     (W)   SCALED
 QR0103* NAVD 88 ORTHO HEIGHT -   390.927 (meters)     1282.57  (feet) ADJUSTED
 QR0103  ______________________________________________________________________
 QR0103  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 QR0103  DYNAMIC HEIGHT  -        390.892 (meters)     1282.45  (feet) COMP
 QR0103  MODELED GRAVITY -    980,514.5   (mgal)                       NAVD 88
 QR0103
 QR0103  VERT ORDER      -  SECOND    CLASS 0
 QR0103
 QR0103.The horizontal coordinates were scaled from a map and have
 QR0103.an estimated accuracy of +/- 6 seconds.
 QR0103
 QR0103.The orthometric height was determined by differential leveling and
 QR0103.adjusted by the NATIONAL GEODETIC SURVEY
 QR0103.in June 1991.
 QR0103
 QR0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0103.GEOID18 height accuracy estimate available here.
 QR0103
 QR0103.Click photographs - Photos may exist for this station.
 QR0103
 QR0103.The dynamic height is computed by dividing the NAVD 88
 QR0103.geopotential number by the normal gravity value computed on the
 QR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0103.degrees latitude (g = 980.6199 gals.).
 QR0103
 QR0103.The modeled gravity was interpolated from observed gravity values.
 QR0103
 QR0103;                    North         East    Units  Estimated Accuracy
 QR0103;SPC SD N     -   148,920.      724,800.      MT  (+/- 180 meters Scaled)
 QR0103
 QR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR461011(NAD 83)
 QR0103
 QR0103                          SUPERSEDED SURVEY CONTROL
 QR0103
 QR0103  NGVD 29 (??/??/92)  390.652  (m)         1281.66   (f) ADJ UNCH    2 0
 QR0103
 QR0103.Superseded values are not recommended for survey control.
 QR0103
 QR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0103.See file dsdata.pdf to determine how the superseded data were derived.
 QR0103
 QR0103_MARKER: DB = BENCH MARK DISK
 QR0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0103_STAMPING: Q 86 1934
 QR0103_MARK LOGO: CGS
 QR0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0103+STABILITY: SURFACE MOTION
 QR0103
 QR0103  HISTORY     - Date     Condition        Report By
 QR0103  HISTORY     - 1934     MONUMENTED       CGS
 QR0103
 QR0103                          STATION DESCRIPTION
 QR0103
 QR0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0103'4.3 MI W FROM BRENTFORD.
 QR0103'4.3 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0103'FROM THE STATION AT BRENTFORD, SPINK COUNTY, ABOUT 16-1/2
 QR0103'POLES WEST OF MILEPOST 306, AT A PUBLIC-ROAD CROSSING, ABOUT
 QR0103'371 FEET WEST OF THE CENTER LINE OF THE ROAD, 44 FEET SOUTH OF
 QR0103'THE CENTER LINE OF THE TACK, 8 FEET NORTH OF THE RIGHT-OF-WAY
 QR0103'FENCE, AND ABOUT 2.5 FEET LOWER THAN THE TRACK.  A STANDARD
 QR0103'DISK, STAMPED Q 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0250 ***********************************************************************
 QR0250  DESIGNATION -  Q 87
 QR0250  PID         -  QR0250
 QR0250  STATE/COUNTY-  SD/FAULK
 QR0250  COUNTRY     -  US
 QR0250  USGS QUAD   -  NORBECK (2017)
 QR0250
 QR0250                         *CURRENT SURVEY CONTROL
 QR0250  ______________________________________________________________________
 QR0250* NAD 83(1986) POSITION- 45 10 36.     (N) 099 09 26.     (W)   SCALED
 QR0250* NAVD 88 ORTHO HEIGHT -   489.280 (meters)     1605.25  (feet) ADJUSTED
 QR0250  ______________________________________________________________________
 QR0250  GEOID HEIGHT    -        -23.513 (meters)                     GEOID18
 QR0250  DYNAMIC HEIGHT  -        489.224 (meters)     1605.06  (feet) COMP
 QR0250  MODELED GRAVITY -    980,486.9   (mgal)                       NAVD 88
 QR0250
 QR0250  VERT ORDER      -  SECOND    CLASS 0
 QR0250
 QR0250.The horizontal coordinates were scaled from a map and have
 QR0250.an estimated accuracy of +/- 6 seconds.
 QR0250
 QR0250.The orthometric height was determined by differential leveling and
 QR0250.adjusted by the NATIONAL GEODETIC SURVEY
 QR0250.in June 1991.
 QR0250
 QR0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0250.GEOID18 height accuracy estimate available here.
 QR0250
 QR0250.Click photographs - Photos may exist for this station.
 QR0250
 QR0250.The dynamic height is computed by dividing the NAVD 88
 QR0250.geopotential number by the normal gravity value computed on the
 QR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0250.degrees latitude (g = 980.6199 gals.).
 QR0250
 QR0250.The modeled gravity was interpolated from observed gravity values.
 QR0250
 QR0250;                    North         East    Units  Estimated Accuracy
 QR0250;SPC SD N     -   149,620.      666,240.      MT  (+/- 180 meters Scaled)
 QR0250
 QR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR876025(NAD 83)
 QR0250
 QR0250                          SUPERSEDED SURVEY CONTROL
 QR0250
 QR0250  NGVD 29 (??/??/92)  488.934  (m)         1604.11   (f) ADJ UNCH    2 0
 QR0250
 QR0250.Superseded values are not recommended for survey control.
 QR0250
 QR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0250.See file dsdata.pdf to determine how the superseded data were derived.
 QR0250
 QR0250_MARKER: DB = BENCH MARK DISK
 QR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0250_STAMPING: Q 87 1934
 QR0250_MARK LOGO: CGS
 QR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0250+STABILITY: SURFACE MOTION
 QR0250
 QR0250  HISTORY     - Date     Condition        Report By
 QR0250  HISTORY     - 1934     MONUMENTED       CGS
 QR0250
 QR0250                          STATION DESCRIPTION
 QR0250
 QR0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0250'2 MI W FROM WECOTA.
 QR0250'2.0 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 QR0250'THE STATION AT WECOTA, FAULK COUNTY, ABOUT 2-1/2 POLES WEST OF
 QR0250'MILEPOST 343, AT THE TOP OF A SMALL HILL, 33 FEET SOUTH OF THE
 QR0250'CENTER LINE OF THE TRACK, 79 FEET SOUTH OF THE RIGHT-OF-WAY
 QR0250'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 QR0250'STAMPED Q 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0144 ***********************************************************************
 QR0144  DESIGNATION -  Q 89
 QR0144  PID         -  QR0144
 QR0144  STATE/COUNTY-  SD/MCPHERSON
 QR0144  COUNTRY     -  US
 QR0144  USGS QUAD   -  WETONKA NORTH (2017)
 QR0144
 QR0144                         *CURRENT SURVEY CONTROL
 QR0144  ______________________________________________________________________
 QR0144* NAD 83(1986) POSITION- 45 43 21.     (N) 098 50 53.     (W)   SCALED
 QR0144* NAVD 88 ORTHO HEIGHT -   460.799 (meters)     1511.80  (feet) ADJUSTED
 QR0144  ______________________________________________________________________
 QR0144  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 QR0144  DYNAMIC HEIGHT  -        460.766 (meters)     1511.70  (feet) COMP
 QR0144  MODELED GRAVITY -    980,531.0   (mgal)                       NAVD 88
 QR0144
 QR0144  VERT ORDER      -  SECOND    CLASS 0
 QR0144
 QR0144.The horizontal coordinates were scaled from a map and have
 QR0144.an estimated accuracy of +/- 6 seconds.
 QR0144
 QR0144.The orthometric height was determined by differential leveling and
 QR0144.adjusted by the NATIONAL GEODETIC SURVEY
 QR0144.in June 1991.
 QR0144
 QR0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0144.GEOID18 height accuracy estimate available here.
 QR0144
 QR0144.Click photographs - Photos may exist for this station.
 QR0144
 QR0144.The dynamic height is computed by dividing the NAVD 88
 QR0144.geopotential number by the normal gravity value computed on the
 QR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0144.degrees latitude (g = 980.6199 gals.).
 QR0144
 QR0144.The modeled gravity was interpolated from observed gravity values.
 QR0144
 QR0144;                    North         East    Units  Estimated Accuracy
 QR0144;SPC SD N     -   210,580.      689,680.      MT  (+/- 180 meters Scaled)
 QR0144
 QR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR118632(NAD 83)
 QR0144
 QR0144                          SUPERSEDED SURVEY CONTROL
 QR0144
 QR0144  NGVD 29 (??/??/92)  460.46   (m)         1510.7    (f) COMPUTED    2 0
 QR0144
 QR0144.Superseded values are not recommended for survey control.
 QR0144
 QR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0144.See file dsdata.pdf to determine how the superseded data were derived.
 QR0144
 QR0144_MARKER: DB = BENCH MARK DISK
 QR0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0144_SP_SET: CULVERT HEADWALL
 QR0144_STAMPING: Q 89 1934
 QR0144_MARK LOGO: CGS
 QR0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0144+STABILITY: SURFACE MOTION
 QR0144
 QR0144  HISTORY     - Date     Condition        Report By
 QR0144  HISTORY     - 1934     MONUMENTED       CGS
 QR0144
 QR0144                          STATION DESCRIPTION
 QR0144
 QR0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0144'4.4 MI E FROM LEOLA.
 QR0144'4.4 MILES EAST OF THE CITY WATER TOWER AT LEOLA.  ALONG STATE
 QR0144'HIGHWAY 10 AT TWIN 3 FOOT CONCRETE PIPE CULVERT, 100 FEET WEST
 QR0144'OF SECTION CORNER.  SET IN THE CENTER OF THE NORTH HEADWALL,
 QR0144'AT ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0145 ***********************************************************************
 QR0145  DESIGNATION -  Q 89 RESET
 QR0145  PID         -  QR0145
 QR0145  STATE/COUNTY-  SD/MCPHERSON
 QR0145  COUNTRY     -  US
 QR0145  USGS QUAD   -  WETONKA NORTH (2017)
 QR0145
 QR0145                         *CURRENT SURVEY CONTROL
 QR0145  ______________________________________________________________________
 QR0145* NAD 83(1986) POSITION- 45 43 21.     (N) 098 50 54.     (W)   SCALED
 QR0145* NAVD 88 ORTHO HEIGHT -   460.71  (meters)     1511.5   (feet) RESET
 QR0145  ______________________________________________________________________
 QR0145  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 QR0145  VERT ORDER      -  THIRD
 QR0145
 QR0145.The horizontal coordinates were scaled from a map and have
 QR0145.an estimated accuracy of +/- 6 seconds.
 QR0145
 QR0145.The orthometric height was computed from unverified reset data.
 QR0145
 QR0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0145.GEOID18 height accuracy estimate available here.
 QR0145
 QR0145.Click photographs - Photos may exist for this station.
 QR0145
 QR0145;                    North         East    Units  Estimated Accuracy
 QR0145;SPC SD N     -   210,580.      689,650.      MT  (+/- 180 meters Scaled)
 QR0145
 QR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR118632(NAD 83)
 QR0145
 QR0145                          SUPERSEDED SURVEY CONTROL
 QR0145
 QR0145.No superseded survey control is available for this station.
 QR0145
 QR0145_MARKER: DB = BENCH MARK DISK
 QR0145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0145_SP_SET: BOX CULVERT HEADWALL
 QR0145_STAMPING: Q 89 RESET 1951
 QR0145_MARK LOGO: CGS
 QR0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0145+STABILITY: SURFACE MOTION
 QR0145
 QR0145  HISTORY     - Date     Condition        Report By
 QR0145  HISTORY     - 1951     MONUMENTED       SDHD
 QR0145  HISTORY     - 1951     GOOD             USGS
 QR0145
 QR0145                          STATION DESCRIPTION
 QR0145
 QR0145'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1951
 QR0145'4.4 MI E FROM LEOLA.
 QR0145'4.4 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL WATER
 QR0145'TOWER AT LEOLA, MC PHERSON COUNTY, 300 FEET WEST OF THE CORNER
 QR0145'COMMON TO SECTIONS 13, 18, 19 AND 24, T 126 N, R 67 W, AT A
 QR0145'CONCRETE-BOX CULVERT, AND IN THE TOP OF THE SOUTH HEADWALL.  A
 QR0145'STANDARD DISK, STAMPED Q 89 RESET 1951.
 QR0145
 QR0145                          STATION RECOVERY (1951)
 QR0145
 QR0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QR0145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0254 ***********************************************************************
 OS0254  DESIGNATION -  Q 9
 OS0254  PID         -  OS0254
 OS0254  STATE/COUNTY-  SD/JACKSON
 OS0254  COUNTRY     -  US
 OS0254  USGS QUAD   -  STAMFORD SW (2017)
 OS0254
 OS0254                         *CURRENT SURVEY CONTROL
 OS0254  ______________________________________________________________________
 OS0254* NAD 83(1986) POSITION- 43 51 24.     (N) 101 11 03.     (W)   SCALED
 OS0254* NAVD 88 ORTHO HEIGHT -   702.606 (meters)     2305.13  (feet) ADJUSTED
 OS0254  ______________________________________________________________________
 OS0254  GEOID HEIGHT    -        -22.844 (meters)                     GEOID18
 OS0254  DYNAMIC HEIGHT  -        702.378 (meters)     2304.39  (feet) COMP
 OS0254  MODELED GRAVITY -    980,271.7   (mgal)                       NAVD 88
 OS0254
 OS0254  VERT ORDER      -  FIRST     CLASS II
 OS0254
 OS0254.The horizontal coordinates were scaled from a map and have
 OS0254.an estimated accuracy of +/- 6 seconds.
 OS0254
 OS0254.The orthometric height was determined by differential leveling and
 OS0254.adjusted by the NATIONAL GEODETIC SURVEY
 OS0254.in June 1991.
 OS0254
 OS0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0254.GEOID18 height accuracy estimate available here.
 OS0254
 OS0254.Click photographs - Photos may exist for this station.
 OS0254
 OS0254.The dynamic height is computed by dividing the NAVD 88
 OS0254.geopotential number by the normal gravity value computed on the
 OS0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0254.degrees latitude (g = 980.6199 gals.).
 OS0254
 OS0254.The modeled gravity was interpolated from observed gravity values.
 OS0254
 OS0254;                    North         East    Units  Estimated Accuracy
 OS0254;SPC SD S     -   169,580.      531,600.      MT  (+/- 180 meters Scaled)
 OS0254
 OS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP244582(NAD 83)
 OS0254
 OS0254                          SUPERSEDED SURVEY CONTROL
 OS0254
 OS0254  NGVD 29 (??/??/92)  702.139  (m)         2303.60   (f) ADJ UNCH    1 2
 OS0254
 OS0254.Superseded values are not recommended for survey control.
 OS0254
 OS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0254.See file dsdata.pdf to determine how the superseded data were derived.
 OS0254
 OS0254_MARKER: DB = BENCH MARK DISK
 OS0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0254_STAMPING: Q 9 1925 2303.601
 OS0254_MARK LOGO: CGS
 OS0254_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0254+STABILITY: SURFACE MOTION
 OS0254
 OS0254  HISTORY     - Date     Condition        Report By
 OS0254  HISTORY     - 1925     MONUMENTED       CGS
 OS0254  HISTORY     - 1962     GOOD             CGS
 OS0254  HISTORY     - 1985     GOOD             NGS
 OS0254
 OS0254                          STATION DESCRIPTION
 OS0254
 OS0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0254'4.6 MI E FROM BELVIDERE.
 OS0254'ABOUT 4.65 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0254'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0254'24, T 2 S, R 24 E, 6 POLES WEST OF MILE POST 544 AND AT A
 OS0254'PRIVATE CROSSING, 40 FEET SOUTH OF THE SOUTH RAIL, 96 FEET
 OS0254'SOUTHEAST OF THE CENTER OF THE CROSSING, 63 FEET EAST OF A
 OS0254'TELEPHONE POLE, 7 1/2 FEET NORTH OF A FENCE, 7.6 FEET NORTH
 OS0254'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 OS0254'RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OS0254
 OS0254                          STATION RECOVERY (1985)
 OS0254
 OS0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0254'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.15 KM (0.7
 OS0254'MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT BELVIDERE,
 OS0254'THENCE 7.75 KM (4.8 MI) EAST ALONG I-90, THENCE 0.6 KM (0.4 MI) SOUTH
 OS0254'ALONG A PAVED ROAD, 28.8 METERS (94.5 FT) SOUTHEAST ACROSS THE
 OS0254'CHICAGO, MILWAUKEE, ST. APUL AND PACIFIC RAILROAD FROM THE CENTER OF
 OS0254'THE ROAD, 29.2 METERS (96 FT) NORTHEAST OF THE CENTER OF A ROAD
 OS0254'CROSSING THE TRACKS, 12.2 METERS (40 FT) SOUTHEAST OF THE SOUTHEAST
 OS0254'RAIL AND 2.3 METERS (7.5 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 OS0254'THE MARK IS 2.3 METERS  NW FROM  A WITNESS POST
 OS0254'THE MARK IS 1.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0042 ***********************************************************************
 QR0042  DESIGNATION -  Q 90
 QR0042  PID         -  QR0042
 QR0042  STATE/COUNTY-  SD/BROWN
 QR0042  COUNTRY     -  US
 QR0042  USGS QUAD   -  HOUGHTON (2017)
 QR0042
 QR0042                         *CURRENT SURVEY CONTROL
 QR0042  ______________________________________________________________________
 QR0042* NAD 83(1986) POSITION- 45 45 46.26   (N) 098 09 56.34   (W)   HD_HELD1
 QR0042* NAVD 88 ORTHO HEIGHT -   396.344 (meters)     1300.34  (feet) ADJUSTED
 QR0042  ______________________________________________________________________
 QR0042  GEOID HEIGHT    -        -25.020 (meters)                     GEOID18
 QR0042  DYNAMIC HEIGHT  -        396.324 (meters)     1300.27  (feet) COMP
 QR0042  MODELED GRAVITY -    980,553.4   (mgal)                       NAVD 88
 QR0042
 QR0042  VERT ORDER      -  SECOND    CLASS 0
 QR0042
 QR0042.The horizontal coordinates were determined by differentially corrected
 QR0042.hand held GPS observations or other comparable positioning techniques
 QR0042.and have an estimated accuracy of +/- 3 meters.
 QR0042
 QR0042.The orthometric height was determined by differential leveling and
 QR0042.adjusted by the NATIONAL GEODETIC SURVEY
 QR0042.in June 1991.
 QR0042
 QR0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0042.GEOID18 height accuracy estimate available here.
 QR0042
 QR0042.Click photographs - Photos may exist for this station.
 QR0042
 QR0042.The dynamic height is computed by dividing the NAVD 88
 QR0042.geopotential number by the normal gravity value computed on the
 QR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0042.degrees latitude (g = 980.6199 gals.).
 QR0042
 QR0042.The modeled gravity was interpolated from observed gravity values.
 QR0042
 QR0042;                    North         East    Units  Estimated Accuracy
 QR0042;SPC SD N     -   216,038.7     742,690.8     MT  (+/- 3 meters HH1 GPS) 
 QR0042
 QR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6488168037(NAD 83)
 QR0042
 QR0042                          SUPERSEDED SURVEY CONTROL
 QR0042
 QR0042  NGVD 29 (??/??/92)  396.037  (m)         1299.33   (f) ADJ UNCH    2 0
 QR0042
 QR0042.Superseded values are not recommended for survey control.
 QR0042
 QR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0042.See file dsdata.pdf to determine how the superseded data were derived.
 QR0042
 QR0042_MARKER: DB = BENCH MARK DISK
 QR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0042_STAMPING: Q 90 1934
 QR0042_MARK LOGO: CGS
 QR0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0042+STABILITY: SURFACE MOTION
 QR0042
 QR0042  HISTORY     - Date     Condition        Report By
 QR0042  HISTORY     - 1934     MONUMENTED       CGS
 QR0042  HISTORY     - 1953     GOOD             CGS
 QR0042
 QR0042                          STATION DESCRIPTION
 QR0042
 QR0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QR0042'2.3 MI E FROM HOUGHTON.
 QR0042'2.3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE CHICAGO AND NORTH
 QR0042'WESTERN RAILWAY STATION AT HOUGHTON, BROWN COUNTY, AT THE POINT
 QR0042'WHERE THE ROAD TURNS NORTH, 30 FEET NORTH AND 32 FEET EAST OF
 QR0042'THE CENTER OF THE INTERSECTION OF A SECTION LINE, 3 FEET SOUTH
 QR0042'AND 1 FOOT EAST OF A FENCE CORNER, AND LEVEL WITH THE HIGHWAY.
 QR0042'A STANDARD DISK, STAMPED Q 90 1934 AND SET IN THE TOP OF A
 QR0042'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0345 ***********************************************************************
 QQ0345  DESIGNATION -  Q 91
 QQ0345  PID         -  QQ0345
 QQ0345  STATE/COUNTY-  SD/MARSHALL
 QQ0345  COUNTRY     -  US
 QQ0345  USGS QUAD   -  LANGFORD (2017)
 QQ0345
 QQ0345                         *CURRENT SURVEY CONTROL
 QQ0345  ______________________________________________________________________
 QQ0345* NAD 83(1986) POSITION- 45 36 10.     (N) 097 49 35.     (W)   SCALED
 QQ0345* NAVD 88 ORTHO HEIGHT -   418.738 (meters)     1373.81  (feet) ADJUSTED
 QQ0345  ______________________________________________________________________
 QQ0345  GEOID HEIGHT    -        -24.981 (meters)                     GEOID18
 QQ0345  DYNAMIC HEIGHT  -        418.715 (meters)     1373.73  (feet) COMP
 QQ0345  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 QQ0345
 QQ0345  VERT ORDER      -  SECOND    CLASS 0
 QQ0345
 QQ0345.The horizontal coordinates were scaled from a map and have
 QQ0345.an estimated accuracy of +/- 6 seconds.
 QQ0345
 QQ0345.The orthometric height was determined by differential leveling and
 QQ0345.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0345.in June 1991.
 QQ0345
 QQ0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0345.GEOID18 height accuracy estimate available here.
 QQ0345
 QQ0345.Click photographs - Photos may exist for this station.
 QQ0345
 QQ0345.The dynamic height is computed by dividing the NAVD 88
 QQ0345.geopotential number by the normal gravity value computed on the
 QQ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0345.degrees latitude (g = 980.6199 gals.).
 QQ0345
 QQ0345.The modeled gravity was interpolated from observed gravity values.
 QQ0345
 QQ0345;                    North         East    Units  Estimated Accuracy
 QQ0345;SPC SD N     -   198,910.      769,550.      MT  (+/- 180 meters Scaled)
 QQ0345
 QQ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR915505(NAD 83)
 QQ0345
 QQ0345                          SUPERSEDED SURVEY CONTROL
 QQ0345
 QQ0345  NGVD 29 (??/??/92)  418.460  (m)         1372.90   (f) ADJ UNCH    2 0
 QQ0345
 QQ0345.Superseded values are not recommended for survey control.
 QQ0345
 QQ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0345.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0345
 QQ0345_MARKER: DB = BENCH MARK DISK
 QQ0345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0345_SP_SET: CULVERT HEADWALL
 QQ0345_STAMPING: Q 91 1934
 QQ0345_MARK LOGO: CGS
 QQ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0345+STABILITY: SURFACE MOTION
 QQ0345
 QQ0345  HISTORY     - Date     Condition        Report By
 QQ0345  HISTORY     - 1934     MONUMENTED       CGS
 QQ0345
 QQ0345                          STATION DESCRIPTION
 QQ0345
 QQ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0345'AT LANGFORD.
 QQ0345'AT LANGFORD, MARSHALL COUNTY, ALONG STATE HIGHWAY 25, ABOUT 310
 QQ0345'FEET EAST OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0345'AND PACIFIC RAILROAD AND MAIN STREET, ABOUT 100 FEET EAST OF
 QQ0345'A TURN TO THE SOUTH ON STATE HIGHWAY 25, AT AN 18-INCH CONCRETE
 QQ0345'PIPE CULVERT, IN THE CENTER OF THE NORTH CONCRETE HEAD WALL,
 QQ0345'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Q 91
 QQ0345'1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0360 ***********************************************************************
 QQ0360  DESIGNATION -  Q 91 RESET
 QQ0360  PID         -  QQ0360
 QQ0360  STATE/COUNTY-  SD/MARSHALL
 QQ0360  COUNTRY     -  US
 QQ0360  USGS QUAD   -  LANGFORD (2017)
 QQ0360
 QQ0360                         *CURRENT SURVEY CONTROL
 QQ0360  ______________________________________________________________________
 QQ0360* NAD 83(1986) POSITION- 45 36 10.     (N) 097 49 35.     (W)   SCALED
 QQ0360* NAVD 88 ORTHO HEIGHT -   419.70  (meters)     1377.0   (feet) RESET
 QQ0360  ______________________________________________________________________
 QQ0360  GEOID HEIGHT    -        -24.981 (meters)                     GEOID18
 QQ0360  VERT ORDER      -  THIRD
 QQ0360
 QQ0360.The horizontal coordinates were scaled from a map and have
 QQ0360.an estimated accuracy of +/- 6 seconds.
 QQ0360
 QQ0360.The orthometric height was computed from unverified reset data.
 QQ0360
 QQ0360.No vertical observational check was made to the station.
 QQ0360
 QQ0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0360.GEOID18 height accuracy estimate available here.
 QQ0360
 QQ0360.Click photographs - Photos may exist for this station.
 QQ0360
 QQ0360;                    North         East    Units  Estimated Accuracy
 QQ0360;SPC SD N     -   198,910.      769,550.      MT  (+/- 180 meters Scaled)
 QQ0360
 QQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR915505(NAD 83)
 QQ0360
 QQ0360                          SUPERSEDED SURVEY CONTROL
 QQ0360
 QQ0360  NGVD 29 (04/17/07)  419.43   (m)         1376.1    (f) RESET       3  
 QQ0360
 QQ0360.Superseded values are not recommended for survey control.
 QQ0360
 QQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0360.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0360
 QQ0360_MARKER: DV = VERTICAL CONTROL DISK
 QQ0360_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QQ0360+WITH SETTING: PAVEMENT
 QQ0360_SP_SET: PLATFORM
 QQ0360_STAMPING: Q 91 1934 RESET 1981
 QQ0360_MARK LOGO: NGS
 QQ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0360+STABILITY: SURFACE MOTION
 QQ0360
 QQ0360  HISTORY     - Date     Condition        Report By
 QQ0360  HISTORY     - 1981     MONUMENTED       NGS
 QQ0360
 QQ0360                          STATION DESCRIPTION
 QQ0360
 QQ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QQ0360'IN LANGFORD.
 QQ0360'0.3 KM (0.2 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 QQ0360'LANGFORD, TO HIGHWAY 27 AND THE LIKNESS BROTHERS IMPLEMENT BUILDING
 QQ0360'ON THE LEFT, IN THE SOUTHWEST CORNER OF A 10.2 FT (3.1 METER) BY
 QQ0360'16.4 FT (5.0 METER) CONCRETE COAL BIN PLATFORM TOP, WHICH PROJECTS
 QQ0360'0.7 METER (2.3 FEET), AND IS ALONG THE WEST SIDE OF THE BUILDING.
 QQ0360'THE MARK IS 2.3 FT ABOVE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0156 ***********************************************************************
 QQ0156  DESIGNATION -  Q 92
 QQ0156  PID         -  QQ0156
 QQ0156  STATE/COUNTY-  SD/ROBERTS
 QQ0156  COUNTRY     -  US
 QQ0156  USGS QUAD   -  VICTOR (2017)
 QQ0156
 QQ0156                         *CURRENT SURVEY CONTROL
 QQ0156  ______________________________________________________________________
 QQ0156* NAD 83(1986) POSITION- 45 52 06.     (N) 096 49 51.     (W)   SCALED
 QQ0156* NAVD 88 ORTHO HEIGHT -   329.824 (meters)     1082.10  (feet) ADJUSTED
 QQ0156  ______________________________________________________________________
 QQ0156  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 QQ0156  DYNAMIC HEIGHT  -        329.820 (meters)     1082.08  (feet) COMP
 QQ0156  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 QQ0156
 QQ0156  VERT ORDER      -  SECOND    CLASS 0
 QQ0156
 QQ0156.The horizontal coordinates were scaled from a map and have
 QQ0156.an estimated accuracy of +/- 6 seconds.
 QQ0156
 QQ0156.The orthometric height was determined by differential leveling and
 QQ0156.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0156.in June 1991.
 QQ0156
 QQ0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0156.GEOID18 height accuracy estimate available here.
 QQ0156
 QQ0156.Click photographs - Photos may exist for this station.
 QQ0156
 QQ0156.The dynamic height is computed by dividing the NAVD 88
 QQ0156.geopotential number by the normal gravity value computed on the
 QQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0156.degrees latitude (g = 980.6199 gals.).
 QQ0156
 QQ0156.The modeled gravity was interpolated from observed gravity values.
 QQ0156
 QQ0156;                    North         East    Units  Estimated Accuracy
 QQ0156;SPC SD N     -   230,960.      846,020.      MT  (+/- 180 meters Scaled)
 QQ0156
 QQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR683817(NAD 83)
 QQ0156
 QQ0156                          SUPERSEDED SURVEY CONTROL
 QQ0156
 QQ0156  NGVD 29 (??/??/92)  329.623  (m)         1081.44   (f) ADJ UNCH    2 0
 QQ0156
 QQ0156.Superseded values are not recommended for survey control.
 QQ0156
 QQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0156.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0156
 QQ0156_MARKER: DB = BENCH MARK DISK
 QQ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0156_STAMPING: Q 92 1934
 QQ0156_MARK LOGO: CGS
 QQ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0156+STABILITY: SURFACE MOTION
 QQ0156
 QQ0156  HISTORY     - Date     Condition        Report By
 QQ0156  HISTORY     - 1934     MONUMENTED       CGS
 QQ0156  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0156  HISTORY     - 19900725 MARK NOT FOUND   NGS
 QQ0156
 QQ0156                          STATION DESCRIPTION
 QQ0156
 QQ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0156'AT VICTOR.
 QQ0156'AT VICTOR, ROBERTS COUNTY, 33 FEET NORTHEAST OF THE BLADE
 QQ0156'SEMAPHORE SIGNAL ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QQ0156'MARIE RAILWAY STATION, ABOUT 2 POLES SOUTHWEST OF MILEPOST 23,
 QQ0156'21 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 QQ0156'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Q 92 1934 AND
 QQ0156'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MILEPOSTS HAVE BEEN
 QQ0156'CHANGED ON THIS LINE.  MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QQ0156'MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 QQ0156
 QQ0156                          STATION RECOVERY (1972)
 QQ0156
 QQ0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0156'MARK NOT FOUND.
 QQ0156
 QQ0156                          STATION RECOVERY (1990)
 QQ0156
 QQ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QQ0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0284 ***********************************************************************
 PR0284  DESIGNATION -  Q 93
 PR0284  PID         -  PR0284
 PR0284  STATE/COUNTY-  SD/DEUEL
 PR0284  COUNTRY     -  US
 PR0284  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0284
 PR0284                         *CURRENT SURVEY CONTROL
 PR0284  ______________________________________________________________________
 PR0284* NAD 83(1986) POSITION- 44 50 06.     (N) 096 33 40.     (W)   SCALED
 PR0284* NAVD 88 ORTHO HEIGHT -   505.761 (meters)     1659.32  (feet) ADJUSTED
 PR0284  ______________________________________________________________________
 PR0284  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 PR0284  DYNAMIC HEIGHT  -        505.696 (meters)     1659.10  (feet) COMP
 PR0284  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 PR0284
 PR0284  VERT ORDER      -  SECOND    CLASS 0
 PR0284
 PR0284.The horizontal coordinates were scaled from a map and have
 PR0284.an estimated accuracy of +/- 6 seconds.
 PR0284
 PR0284.The orthometric height was determined by differential leveling and
 PR0284.adjusted by the NATIONAL GEODETIC SURVEY
 PR0284.in June 1991.
 PR0284
 PR0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0284.GEOID18 height accuracy estimate available here.
 PR0284
 PR0284.Click photographs - Photos may exist for this station.
 PR0284
 PR0284.The dynamic height is computed by dividing the NAVD 88
 PR0284.geopotential number by the normal gravity value computed on the
 PR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0284.degrees latitude (g = 980.6199 gals.).
 PR0284
 PR0284.The modeled gravity was interpolated from observed gravity values.
 PR0284
 PR0284;                    North         East    Units  Estimated Accuracy
 PR0284;SPC SD N     -   117,080.      871,830.      MT  (+/- 180 meters Scaled)
 PR0284
 PR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ927675(NAD 83)
 PR0284
 PR0284                          SUPERSEDED SURVEY CONTROL
 PR0284
 PR0284  NGVD 29 (??/??/92)  505.524  (m)         1658.54   (f) ADJ UNCH    2 0
 PR0284
 PR0284.Superseded values are not recommended for survey control.
 PR0284
 PR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0284.See file dsdata.pdf to determine how the superseded data were derived.
 PR0284
 PR0284_MARKER: DB = BENCH MARK DISK
 PR0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0284_STAMPING: Q 93 1934
 PR0284_MARK LOGO: CGS
 PR0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0284+STABILITY: SURFACE MOTION
 PR0284
 PR0284  HISTORY     - Date     Condition        Report By
 PR0284  HISTORY     - 1934     MONUMENTED       CGS
 PR0284  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0284
 PR0284                          STATION DESCRIPTION
 PR0284
 PR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0284'AT MORITZ.
 PR0284'AT MORITZ, DEUEL COUNTY, ABOUT 300 FEET WEST OF THE CHICAGO
 PR0284'AND NORTH WESTERN RAILWAY STATION, ABOUT 400 FEET EAST OF A
 PR0284'HIGHWAY CROSSING, 38 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0284'5 FEET SOUTHWEST OF A POLE, AND ABOUT 1.5 FEET HIGHER THAN THE
 PR0284'TRACK.  A STANDARD DISK, STAMPED Q 93 1934 AND SET IN THE TOP
 PR0284'OF A CONCRETE POST.
 PR0284
 PR0284                          STATION RECOVERY (1973)
 PR0284
 PR0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0211 ***********************************************************************
 PR0211  DESIGNATION -  Q 95
 PR0211  PID         -  PR0211
 PR0211  STATE/COUNTY-  SD/BROOKINGS
 PR0211  COUNTRY     -  US
 PR0211  USGS QUAD   -  BROOKINGS (2017)
 PR0211
 PR0211                         *CURRENT SURVEY CONTROL
 PR0211  ______________________________________________________________________
 PR0211* NAD 83(1986) POSITION- 44 18 26.     (N) 096 48 03.     (W)   SCALED
 PR0211* NAVD 88 ORTHO HEIGHT -   496.193 (meters)     1627.93  (feet) ADJUSTED
 PR0211  ______________________________________________________________________
 PR0211  GEOID HEIGHT    -        -25.410 (meters)                     GEOID18
 PR0211  DYNAMIC HEIGHT  -        496.100 (meters)     1627.62  (feet) COMP
 PR0211  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 PR0211
 PR0211  VERT ORDER      -  SECOND    CLASS 0
 PR0211
 PR0211.The horizontal coordinates were scaled from a map and have
 PR0211.an estimated accuracy of +/- 6 seconds.
 PR0211
 PR0211.The orthometric height was determined by differential leveling and
 PR0211.adjusted by the NATIONAL GEODETIC SURVEY
 PR0211.in June 1991.
 PR0211
 PR0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0211.GEOID18 height accuracy estimate available here.
 PR0211
 PR0211.Click photographs - Photos may exist for this station.
 PR0211
 PR0211.The dynamic height is computed by dividing the NAVD 88
 PR0211.geopotential number by the normal gravity value computed on the
 PR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0211.degrees latitude (g = 980.6199 gals.).
 PR0211
 PR0211.The modeled gravity was interpolated from observed gravity values.
 PR0211
 PR0211;                    North         East    Units  Estimated Accuracy
 PR0211;SPC SD N     -    57,700.      855,210.      MT  (+/- 180 meters Scaled)
 PR0211
 PR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ754083(NAD 83)
 PR0211
 PR0211                          SUPERSEDED SURVEY CONTROL
 PR0211
 PR0211  NGVD 29 (??/??/92)  495.936  (m)         1627.08   (f) ADJ UNCH    2 0
 PR0211
 PR0211.Superseded values are not recommended for survey control.
 PR0211
 PR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0211.See file dsdata.pdf to determine how the superseded data were derived.
 PR0211
 PR0211_MARKER: DB = BENCH MARK DISK
 PR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0211_STAMPING: Q 95 1934
 PR0211_MARK LOGO: CGS
 PR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0211+STABILITY: SURFACE MOTION
 PR0211
 PR0211  HISTORY     - Date     Condition        Report By
 PR0211  HISTORY     - 1934     MONUMENTED       CGS
 PR0211  HISTORY     - 1949     GOOD             CGS
 PR0211  HISTORY     - 19900718 MARK NOT FOUND   NGS
 PR0211
 PR0211                          STATION DESCRIPTION
 PR0211
 PR0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0211'AT BROOKINGS.
 PR0211'AT BROOKINGS, 330.0 FEET WEST OF THE WEST END OF THE CHICAGO AND
 PR0211'NORTH WESTERN RAILWAY STATION, 95.4 FEET SOUTH SOUTHWEST OF
 PR0211'MILEPOST 291, 70.3 FEET WEST OF THE WEST WALL OF A BUILDING
 PR0211'OCCUPIED BY THE CO-OP WOOL GROWERS OF SOUTH DAKOTA, 42.5 FEET
 PR0211'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 17.0 FEET SOUTH OF
 PR0211'THE SOUTH WALL OF THE CONCRETE FOUNDATION OF A BUILDING (THE
 PR0211'FOUNDATION WAS UNDER CONSTRUCTION AT THE DATE OF RECOVERY), 0.8
 PR0211'FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 PR0211'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- A LOADING
 PR0211'PLATFORM IS BE BUILT ON THE BUILDING WHICH IS UNDER CONSTRUCTION
 PR0211'AT THIS DATE AND IT WILL PROBABLY EXTEND OUT OVER THIS MARK.
 PR0211
 PR0211                          STATION RECOVERY (1990)
 PR0211
 PR0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0121 ***********************************************************************
 QT0121  DESIGNATION -  QT0121
 QT0121  PID         -  QT0121
 QT0121  STATE/COUNTY-  SD/MEADE
 QT0121  COUNTRY     -  US
 QT0121  USGS QUAD   -  FAITH SW (2017)
 QT0121
 QT0121                         *CURRENT SURVEY CONTROL
 QT0121  ______________________________________________________________________
 QT0121* NAD 83(1986) POSITION- 45 01 22.     (N) 102 08 24.     (W)   SCALED
 QT0121* NAVD 88 ORTHO HEIGHT -   783.431 (meters)     2570.31  (feet) ADJUSTED
 QT0121  ______________________________________________________________________
 QT0121  GEOID HEIGHT    -        -19.200 (meters)                     GEOID18
 QT0121  DYNAMIC HEIGHT  -        783.274 (meters)     2569.79  (feet) COMP
 QT0121  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 QT0121
 QT0121  VERT ORDER      -  FIRST     CLASS II
 QT0121
 QT0121.The horizontal coordinates were scaled from a map and have
 QT0121.an estimated accuracy of +/- 6 seconds.
 QT0121
 QT0121.The orthometric height was determined by differential leveling and
 QT0121.adjusted by the NATIONAL GEODETIC SURVEY
 QT0121.in June 1991.
 QT0121
 QT0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0121.GEOID18 height accuracy estimate available here.
 QT0121
 QT0121.Click photographs - Photos may exist for this station.
 QT0121
 QT0121.The dynamic height is computed by dividing the NAVD 88
 QT0121.geopotential number by the normal gravity value computed on the
 QT0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0121.degrees latitude (g = 980.6199 gals.).
 QT0121
 QT0121.The modeled gravity was interpolated from observed gravity values.
 QT0121
 QT0121;                    North         East    Units  Estimated Accuracy
 QT0121;SPC SD N     -   134,400.      431,370.      MT  (+/- 180 meters Scaled)
 QT0121
 QT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253894(NAD 83)
 QT0121
 QT0121                          SUPERSEDED SURVEY CONTROL
 QT0121
 QT0121  NGVD 29 (??/??/92)  782.974  (m)         2568.81   (f) ADJ UNCH    1 2
 QT0121
 QT0121.Superseded values are not recommended for survey control.
 QT0121
 QT0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0121.See file dsdata.pdf to determine how the superseded data were derived.
 QT0121
 QT0121_MARKER: DR = REFERENCE MARK DISK
 QT0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0121_MARK LOGO: CGS
 QT0121_PROJECTION: FLUSH
 QT0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0121+STABILITY: SURFACE MOTION
 QT0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0121+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0121
 QT0121  HISTORY     - Date     Condition        Report By
 QT0121  HISTORY     - 1962     MONUMENTED       CGS
 QT0121  HISTORY     - 1963     GOOD             CGS
 QT0121  HISTORY     - 1981     GOOD             NGS
 QT0121  HISTORY     - 19960425 GOOD             NGS
 QT0121
 QT0121                          STATION DESCRIPTION
 QT0121
 QT0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0121'5.1 MI W FROM FAITH.
 QT0121'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0121'FAITH, THENCE 5.0 MILES WEST ALONG U.S. HIGHWAY 212, 46.3 FEET
 QT0121'SOUTH-SOUTHEAST OF THE STATION, 6 FEET EAST OF A TELEPHONE POLE,
 QT0121'48.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 QT0121'OF A CONCRETE POST FLUSH WITH THE GROUND.
 QT0121
 QT0121                          STATION RECOVERY (1981)
 QT0121
 QT0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0121'RECOVERED IN GOOD CONDITION.
 QT0121
 QT0121                          STATION RECOVERY (1996)
 QT0121
 QT0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0121'7.5 KM (4.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0121'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 742.0 M (2434.4 FT) EAST OF
 QT0121'MILEPOST 109, 47.1 M (154.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 29.3
 QT0121'M (96.1 FT) SOUTH OF A WITNESS POST AND FENCE, 18.5 M (60.7 FT)
 QT0121'SOUTHWEST OF REFERENCE MARK 1, 14.1 M (46.3 FT) SOUTH OF TRIANGULATION
 QT0121'STATION SPOOKY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 QT0121'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0122 ***********************************************************************
 QT0122  DESIGNATION -  QT0122
 QT0122  PID         -  QT0122
 QT0122  STATE/COUNTY-  SD/MEADE
 QT0122  COUNTRY     -  US
 QT0122  USGS QUAD   -  FAITH SW (2017)
 QT0122
 QT0122                         *CURRENT SURVEY CONTROL
 QT0122  ______________________________________________________________________
 QT0122* NAD 83(1986) POSITION- 45 01 23.     (N) 102 08 24.     (W)   SCALED
 QT0122* NAVD 88 ORTHO HEIGHT -   783.342 (meters)     2570.01  (feet) ADJUSTED
 QT0122  ______________________________________________________________________
 QT0122  GEOID HEIGHT    -        -19.200 (meters)                     GEOID18
 QT0122  DYNAMIC HEIGHT  -        783.185 (meters)     2569.50  (feet) COMP
 QT0122  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 QT0122
 QT0122  VERT ORDER      -  FIRST     CLASS II
 QT0122
 QT0122.The horizontal coordinates were scaled from a map and have
 QT0122.an estimated accuracy of +/- 6 seconds.
 QT0122
 QT0122.The orthometric height was determined by differential leveling and
 QT0122.adjusted by the NATIONAL GEODETIC SURVEY
 QT0122.in July 1998.
 QT0122
 QT0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0122.GEOID18 height accuracy estimate available here.
 QT0122
 QT0122.Click photographs - Photos may exist for this station.
 QT0122
 QT0122.The dynamic height is computed by dividing the NAVD 88
 QT0122.geopotential number by the normal gravity value computed on the
 QT0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0122.degrees latitude (g = 980.6199 gals.).
 QT0122
 QT0122.The modeled gravity was interpolated from observed gravity values.
 QT0122
 QT0122;                    North         East    Units  Estimated Accuracy
 QT0122;SPC SD N     -   134,430.      431,370.      MT  (+/- 180 meters Scaled)
 QT0122
 QT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253894(NAD 83)
 QT0122
 QT0122                          SUPERSEDED SURVEY CONTROL
 QT0122
 QT0122  NAVD 88 (06/15/91)  783.339  (m)         2570.00   (f) SUPERSEDED  1 2
 QT0122  NGVD 29 (??/??/92)  782.882  (m)         2568.51   (f) ADJ UNCH    1 2
 QT0122
 QT0122.Superseded values are not recommended for survey control.
 QT0122
 QT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0122.See file dsdata.pdf to determine how the superseded data were derived.
 QT0122
 QT0122_MARKER: DS = TRIANGULATION STATION DISK
 QT0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0122_MARK LOGO: CGS
 QT0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0122+STABILITY: SURFACE MOTION
 QT0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0122+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0122
 QT0122  HISTORY     - Date     Condition        Report By
 QT0122  HISTORY     - 1962     MONUMENTED       CGS
 QT0122  HISTORY     - 1963     GOOD             CGS
 QT0122  HISTORY     - 1981     GOOD             NGS
 QT0122  HISTORY     - 19960425 GOOD             NGS
 QT0122
 QT0122                          STATION DESCRIPTION
 QT0122
 QT0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0122'5.1 MI W FROM FAITH.
 QT0122'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0122'FAITH, THENCE 5.0 MILES WEST ALONG U.S. HIGHWAY 212, 110 FEET
 QT0122'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTH OF A
 QT0122'TELEPHONE POLE, 51 FEET SOUTH OF A FENCE, 4.0 FEET NORTH OF A
 QT0122'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QT0122'PROJECTING 1 INCH.
 QT0122
 QT0122                          STATION RECOVERY (1981)
 QT0122
 QT0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0122'RECOVERED IN GOOD CONDITION.
 QT0122
 QT0122                          STATION RECOVERY (1996)
 QT0122
 QT0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0122'7.5 KM (4.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0122'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 742.0 M (2434.4 FT) EAST OF
 QT0122'MILEPOST 109, 33.5 M (109.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.7
 QT0122'M (51.5 FT) SOUTH OF A WITNESS POST AND FENCE, 14.1 M (46.3 FT) NORTH
 QT0122'OF REFERENCE MARK 2, 11.5 M (37.7 FT) WEST OF REFERENCE MARK 1, 1.0 M
 QT0122'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A
 QT0122'METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0122'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0123 ***********************************************************************
 QT0123  DESIGNATION -  QT0123
 QT0123  PID         -  QT0123
 QT0123  STATE/COUNTY-  SD/MEADE
 QT0123  COUNTRY     -  US
 QT0123  USGS QUAD   -  FAITH SW (2017)
 QT0123
 QT0123                         *CURRENT SURVEY CONTROL
 QT0123  ______________________________________________________________________
 QT0123* NAD 83(1986) POSITION- 45 01 23.     (N) 102 08 23.     (W)   SCALED
 QT0123* NAVD 88 ORTHO HEIGHT -   783.295 (meters)     2569.86  (feet) ADJUSTED
 QT0123  ______________________________________________________________________
 QT0123  GEOID HEIGHT    -        -19.200 (meters)                     GEOID18
 QT0123  DYNAMIC HEIGHT  -        783.138 (meters)     2569.35  (feet) COMP
 QT0123  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 QT0123
 QT0123  VERT ORDER      -  FIRST     CLASS II
 QT0123
 QT0123.The horizontal coordinates were scaled from a map and have
 QT0123.an estimated accuracy of +/- 6 seconds.
 QT0123
 QT0123.The orthometric height was determined by differential leveling and
 QT0123.adjusted by the NATIONAL GEODETIC SURVEY
 QT0123.in July 1998.
 QT0123
 QT0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0123.GEOID18 height accuracy estimate available here.
 QT0123
 QT0123.Click photographs - Photos may exist for this station.
 QT0123
 QT0123.The dynamic height is computed by dividing the NAVD 88
 QT0123.geopotential number by the normal gravity value computed on the
 QT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0123.degrees latitude (g = 980.6199 gals.).
 QT0123
 QT0123.The modeled gravity was interpolated from observed gravity values.
 QT0123
 QT0123;                    North         East    Units  Estimated Accuracy
 QT0123;SPC SD N     -   134,430.      431,390.      MT  (+/- 180 meters Scaled)
 QT0123
 QT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253894(NAD 83)
 QT0123
 QT0123                          SUPERSEDED SURVEY CONTROL
 QT0123
 QT0123  NAVD 88 (06/15/91)  783.287  (m)         2569.83   (f) SUPERSEDED  1 2
 QT0123  NGVD 29 (??/??/92)  782.830  (m)         2568.33   (f) ADJ UNCH    1 2
 QT0123
 QT0123.Superseded values are not recommended for survey control.
 QT0123
 QT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0123.See file dsdata.pdf to determine how the superseded data were derived.
 QT0123
 QT0123_MARKER: DR = REFERENCE MARK DISK
 QT0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0123_MARK LOGO: CGS
 QT0123_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0123+STABILITY: SURFACE MOTION
 QT0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0123+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0123
 QT0123  HISTORY     - Date     Condition        Report By
 QT0123  HISTORY     - 1962     MONUMENTED       CGS
 QT0123  HISTORY     - 1963     GOOD             CGS
 QT0123  HISTORY     - 1981     GOOD             NGS
 QT0123  HISTORY     - 19960425 GOOD             NGS
 QT0123
 QT0123                          STATION DESCRIPTION
 QT0123
 QT0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0123'5.1 MI W FROM FAITH.
 QT0123'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0123'FAITH, THENCE 5.0 MILES WEST ALONG U.S. HIGHWAY 212, 37.7 FEET
 QT0123'EAST-NORTHEAST OF QT0122, 37.0 FEET NORTHEAST OF A METAL
 QT0123'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QT0123'1 INCH.
 QT0123
 QT0123                          STATION RECOVERY (1981)
 QT0123
 QT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0123'RECOVERED IN GOOD CONDITION.
 QT0123
 QT0123                          STATION RECOVERY (1996)
 QT0123
 QT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0123'7.5 KM (4.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0123'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 753.0 M (2470.5 FT) EAST OF
 QT0123'MILEPOST 109, 29.8 M (97.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.5 M
 QT0123'(60.7 FT) NORTHEAST OF REFERENCE MARK 2, 11.5 M (37.7 FT) EAST OF
 QT0123'TRIANGULATION STATION SPOOKY, 12.0 M (39.4 FT) SOUTH OF A FENCE, 1.0 M
 QT0123'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 QT0123'METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0123'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0438 ***********************************************************************
 QQ0438  DESIGNATION -  QUAIL
 QQ0438  PID         -  QQ0438
 QQ0438  STATE/COUNTY-  SD/DAY
 QQ0438  COUNTRY     -  US
 QQ0438  USGS QUAD   -  LYNN LAKE (2017)
 QQ0438
 QQ0438                         *CURRENT SURVEY CONTROL
 QQ0438  ______________________________________________________________________
 QQ0438* NAD 83(1996) POSITION- 45 26 58.11474(N) 097 37 52.04464(W)   ADJUSTED
 QQ0438* NAVD 88 ORTHO HEIGHT -   588.    (meters)     1929.    (feet) SCALED
 QQ0438  ______________________________________________________________________
 QQ0438  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 QQ0438  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 QQ0438  HORZ ORDER      -  FIRST
 QQ0438
 QQ0438.The horizontal coordinates were established by classical geodetic methods
 QQ0438.and adjusted by the National Geodetic Survey in January 1998.
 QQ0438
 QQ0438.The orthometric height was scaled from a topographic map.
 QQ0438
 QQ0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0438.GEOID18 height accuracy estimate available here.
 QQ0438
 QQ0438.Click photographs - Photos may exist for this station.
 QQ0438
 QQ0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0438
 QQ0438. The following values were computed from the NAD 83(1996) position.
 QQ0438
 QQ0438;                    North         East     Units Scale Factor Converg.
 QQ0438;SPC SD N     -   182,303.982   785,279.064   MT  0.99996325   +1 40 35.6
 QQ0438;SPC SD N     -   598,108.98  2,576,369.73   sFT  0.99996325   +1 40 35.6
 QQ0438;UTM  14      - 5,033,794.813   607,041.404   MT  0.99974087   +0 58 32.2
 QQ0438
 QQ0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0438!SPC SD N     -   0.99991169  x   0.99996325  =   0.99987495
 QQ0438!UTM  14      -   0.99991169  x   0.99974087  =   0.99965259
 QQ0438
 QQ0438:                Primary Azimuth Mark                     Grid Az
 QQ0438:SPC SD N     -  QUAIL AZ MK 2                            359 47 18.3
 QQ0438:UTM  14      -  QUAIL AZ MK 2                            000 29 21.7
 QQ0438
 QQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0704133794(NAD 83)
 QQ0438
 QQ0438|---------------------------------------------------------------------|
 QQ0438| PID    Reference Object                     Distance      Geod. Az  |
 QQ0438|                                                           dddmmss.s |
 QQ0438| CO6695 QUAIL AZ MK 2                                      0012753.9 |
 QQ0438| QQ0426 ROSLYN MUNICIPAL WATER TANK         APPROX.12.1 KM 0644807.7 |
 QQ0438| CO6696 QUAIL RM 1                           24.774 METERS 09014     |
 QQ0438| QQ0431 WEBSTER WATER WORKS TANK            APPROX.15.4 KM 1451921.5 |
 QQ0438| CO6697 QUAIL RM 2                           25.749 METERS 27140     |
 QQ0438| CO6694 QUAIL AZ MK                                        3561607.7 |
 QQ0438|---------------------------------------------------------------------|
 QQ0438
 QQ0438                          SUPERSEDED SURVEY CONTROL
 QQ0438
 QQ0438  NAD 83(1986)-  45 26 58.11288(N)    097 37 52.03224(W) AD(       ) 1
 QQ0438  NAD 27      -  45 26 58.27662(N)    097 37 50.69415(W) AD(       ) 1
 QQ0438
 QQ0438.Superseded values are not recommended for survey control.
 QQ0438
 QQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0438.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0438
 QQ0438_MARKER: DS = TRIANGULATION STATION DISK
 QQ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0438_STAMPING: QUAIL 1952
 QQ0438_MARK LOGO: CGS
 QQ0438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QQ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0438+STABILITY: SURFACE MOTION
 QQ0438
 QQ0438  HISTORY     - Date     Condition        Report By
 QQ0438  HISTORY     - 1952     MONUMENTED       CGS
 QQ0438  HISTORY     - 1970     GOOD             USAF
 QQ0438  HISTORY     - 1970     GOOD             NGS
 QQ0438  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0438  HISTORY     - 19840620 GOOD             NGS
 QQ0438
 QQ0438                          STATION DESCRIPTION
 QQ0438
 QQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0438'THE STATION IS ABOUT 9-1/2 MILES NORTHWEST OF WEBSTER, 7-1/2 MILES
 QQ0438'NORTH OF HOLMQUIST, 7-1/2 MILES WEST-SOUTHWEST OF ROSLYN, IN
 QQ0438'SECTION 24, T 123 N, R 57 W, ON LAND OWNED BY ED CARLSON, 3 FEET
 QQ0438'EAST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT SOUTH OF A WIRE
 QQ0438'FENCE.
 QQ0438'
 QQ0438'TO REACH THE STATION FROM THE CROSS ROAD ON U.S. HIGHWAY 12 AT THE
 QQ0438'NORTH EDGE OF HOLMQUIST, GO NORTH ON GRAVELED ROAD FOR 4.1 MILES
 QQ0438'TO A CROSS ROAD, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A CROSS
 QQ0438'ROAD, TURN LEFT AND GO NORTH FOR 3.6 MILES TO A DRIVEWAY ON THE
 QQ0438'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE NORTH
 QQ0438'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QQ0438'
 QQ0438'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QQ0438'QUAIL 1952.
 QQ0438'
 QQ0438'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 QQ0438'PROJECTS 1 INCH, AND THE DISK IS STAMPED QUAIL NO 1 1952.
 QQ0438'
 QQ0438'REFERENCE MARK 2 IS 2 FEET SOUTH OF A WIRE FENCE.  THE MARK
 QQ0438'PROJECTS 2 INCHES, AND THE DISK IS STAMPED QUAIL NO 2 1952.
 QQ0438'
 QQ0438'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF A GRADED ROAD
 QQ0438'AND 3 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QQ0438'3 INCHES, AND THE DISK IS STAMPED QUAIL 1952.
 QQ0438'
 QQ0438'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 QQ0438
 QQ0438                          STATION RECOVERY (1970)
 QQ0438
 QQ0438'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0438'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK 1970 WERE
 QQ0438'RECOVERED IN GOOD CONDITION.  METAL WITNESS POSTS ARE BESIDE
 QQ0438'EACH MONUMENT.
 QQ0438'
 QQ0438'ROUTE DESCRIPTION WAS ADEQUATE.
 QQ0438
 QQ0438                          STATION RECOVERY (1970)
 QQ0438
 QQ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QQ0438'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 QQ0438'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK APPEARED TO BE IN
 QQ0438'GOOD CONDITION, IT WAS AT THE TOP OF A MOUND OF EARTH LEFT BY ROAD
 QQ0438'CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET, AND THE DISK REMOVED
 QQ0438'FROM THE ORIGINAL MARK AT THIS TIME.
 QQ0438'
 QQ0438'A NEW DESCRIPTION FOLLOWS--
 QQ0438'
 QQ0438'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF WEBSTER, 7-1/2
 QQ0438'MILES NORTH OF HOLMQUIST, 7-1/2 MILES WEST-SOUTHWEST OF ROSLYN, IN
 QQ0438'SECTION 24, T 123 N, R 57 W.  ON THE TOP OF A LARGE FLAT TOPPED
 QQ0438'HILL, ON THE EAST SIDE OF COUNTY ROAD 25, ON PROPERTY OF MR. JUSTIN
 QQ0438'NILSON WHO LIVES AT THE FARMSTEAD WEST OF THE ROAD ACROSS FROM THE
 QQ0438'STATION.
 QQ0438'
 QQ0438'THE STATION MARK IS A STANDARD DISK STAMPED QUAIL 1952, SET IN A
 QQ0438'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 326 FEET EAST
 QQ0438'OF THE CENTER OF THE ROAD, 277 FEET EAST OF POWER POLE WITH
 QQ0438'TRANSFORMER, AND 1.2 FEET SOUTH OF AN EAST-WEST FENCE LINE
 QQ0438'AND METAL WITNESS POST.
 QQ0438'
 QQ0438'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED QUAIL NO 1 1952,
 QQ0438'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 407
 QQ0438'FEET EAST OF THE CENTER OF THE ROAD, AND 1.2 FEET SOUTH OF THE
 QQ0438'FENCE LINE AND A METAL WITNESS POST.
 QQ0438'
 QQ0438'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED QUAIL NO 2 1952, SET
 QQ0438'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS 242 FEET
 QQ0438'EAST OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE FENCE LINE,
 QQ0438'AND 0.9 FOOT EAST OF A METAL WITNESS POST.
 QQ0438'
 QQ0438'THE AZIMUTH MARK IS A STANDARD DISK STAMPED QUAIL 1952 1970, SET
 QQ0438'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ON
 QQ0438'PROPERTY OF MR. ALBIN DALAGER, IN THE FARMYARD BETWEEN THE COUNTY
 QQ0438'ROAD AND THE HOUSE, 0.05 MILE EAST OF THE COUNTY ROAD, 86 FEET
 QQ0438'SOUTH OF THE SOUTH SIDE OF ROUND METAL GRAINARY, 65 FEET WEST OF
 QQ0438'THE NORTHWEST CORNER OF A WOODEN GRANARY, 31 FEET SOUTH OF
 QQ0438'THE V POINT DIVIDING THE DRIVEWAY, AND 3.9 FEET SOUTH OF A POWER
 QQ0438'POLE.
 QQ0438'
 QQ0438'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND
 QQ0438'COUNTY ROAD 25, AT THE NORTH EDGE OF HOLMQUIST, GO NORTH ON COUNTY
 QQ0438'ROAD 25 FOR 4.15 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST FOR
 QQ0438'1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 3.65
 QQ0438'MILES TO A DRIVEWAY TO A FARM ON THE LEFT AND A FIELD ENTRANCE AND
 QQ0438'THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.6
 QQ0438'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QQ0438'
 QQ0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 QQ0438'NORTH OF HOLMQUIST.
 QQ0438
 QQ0438                          STATION RECOVERY (1973)
 QQ0438
 QQ0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LLA)
 QQ0438'SEARCHED FOR NOT FOUND
 QQ0438'
 QQ0438'RD HAS BEEN WIDENED
 QQ0438
 QQ0438                          STATION RECOVERY (1984)
 QQ0438
 QQ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QQ0438'THE STATION AND REFERENCE MARKS WERE RECOVERED AS PREVIOUSLY
 QQ0438'DESCRIBED.  AZIMUTH MARK 3 WAS ESTABLISHED BECAUSE THE ORIGNAL AZIMUTH
 QQ0438'MARK HAD BEEN DESTROYED AND IT WAS NOT KNOWN THAT AZIMUTH MARK 2 HAD
 QQ0438'BEEN SET IN 1970, SINCE IT HAD NOT BEEN PUBLISHED YET. DISTANCES AND
 QQ0438'DIRECTIONS TO THE REFERNCE MARKS AGREED WITH PREVIOUS DATA.  NEW
 QQ0438'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 15.3 KM (9.50
 QQ0438'MI) NORTHWEST OF WEBSTER, 12 KM (7.45 MI) WEST-SOUTHWEST OF ROSLYN AND
 QQ0438'12 KM (7.45 MI) NORTH OF HOLMQUIST, ON THE EAST SIDE OF A GRAVELED
 QQ0438'ROAD AND JUST SOUTH OF A FENCE.  TO REACH THE STATION FROM THE
 QQ0438'JUNCTION OF HIGHWAY 12 AND DAY COUNTY ROAD 25, AT THE NORTH EDGE OF
 QQ0438'HOLMQUIST, GO NORTH ON DAY COUNTY ROAD 25 FOR 6.4 KM (3.95 MI) TO A
 QQ0438'CROSSROAD.  TURN RIGHT AND GO EAST FOR 1.6 KM (1.00 MI) TO A
 QQ0438'CROSSROAD.  TURN LEFT AND GO NORTH FOR 5.6 KM (3.45 MI) TO AN APPROACH
 QQ0438'ON THE RIGHT AND THE STATION ABOUT 0.1 KM (0.05 MI) EAST.  THE STATION
 QQ0438'IS A STANDARD CSGS DISK STAMPED QUAIL 1952 SET INTO THE TOP OF A ROUND
 QQ0438'CONCRETE MONUMENT 12 INCHES (30 CM) I DIAMETER FLUSH WITH THE GROUND.
 QQ0438'LOCATED 2.8 METERS (9.2 FT) S FROM A FENCE.  0.4 METER (1.3 FT) S FROM
 QQ0438'A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 QQ0438'STAMPED QUAIL NO 1 1952 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QQ0438'12 INCHES (30 CM) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 1.4
 QQ0438'METER (4.6 FT) S FROM A FENCE. 0.45 METER (1.48 FT) S FROM A METAL
 QQ0438'WITNESS POST, AND 1.0 FEET (0.3 M) LOWER THAN THE STATION.  REFERENCE
 QQ0438'MARK NO 2 IS A STANDARD CGS DISK STAMPED QUAIL NO 2 1952 SET INTO THE
 QQ0438'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH
 QQ0438'WITH THE GROUND.  LOCATED 0.6 METER (2.0 FT) S FROM A FENCE.  0.15
 QQ0438'METERS (0.49 FT) SE FROM A METAL WITNESS POST, AND 2 FEET (0.6 M)
 QQ0438'LOWER THAN THE STATION.  AZIMUTH MARK NO 2 AS DESCRIBED IN THE 1970
 QQ0438'DESCRIPTIVE TEXT.  AZIMUTH MARK NO 3 IS A STANDARD NGS DISK STAMPED
 QQ0438'QUAIL 1952 NO 3 1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 QQ0438'INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 QQ0438'GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK STAMPED
 QQ0438'QUAIL 1952 NO 3 1984 SET INTO AN IRREGULAR MASS OF CONCRETE ABOUT 1 M
 QQ0438'(3.3 FT) BELOW THE SURFACE.  LOCATED 23.7 METERS (77.8 FT) W FROM A
 QQ0438'POWER POLE WITH TRIANGLE BLAZE.  8.5 METERS (27.9 FT) W FROM THE
 QQ0438'CENTER OF THE GRAVELED ROAD.  0.5 METER (1.6 FT) E FROM A FENCE.  0.3
 QQ0438'METER (1.0 FT) S FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM
 QQ0438'THE STATION GO NORTH ON GRAVELED ROAD FOR 2.0 KM (1.25 MI) TO THE MARK
 QQ0438'ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0726 ***********************************************************************
 OT0726  DESIGNATION -  QUINN
 OT0726  PID         -  OT0726
 OT0726  STATE/COUNTY-  SD/PENNINGTON
 OT0726  COUNTRY     -  US
 OT0726  USGS QUAD   -  WALL NE (2017)
 OT0726
 OT0726                         *CURRENT SURVEY CONTROL
 OT0726  ______________________________________________________________________
 OT0726* NAD 83(1996) POSITION- 43 59 36.04617(N) 102 05 21.19181(W)   ADJUSTED
 OT0726* NAVD 88 ORTHO HEIGHT -   847.    (meters)     2779.    (feet) SCALED
 OT0726  ______________________________________________________________________
 OT0726  GEOID HEIGHT    -        -19.536 (meters)                     GEOID18
 OT0726  LAPLACE CORR    -         -9.23  (seconds)                    DEFLEC18
 OT0726  HORZ ORDER      -  SECOND
 OT0726
 OT0726.The horizontal coordinates were established by classical geodetic methods
 OT0726.and adjusted by the National Geodetic Survey in January 1998.
 OT0726
 OT0726.The orthometric height was scaled from a topographic map.
 OT0726
 OT0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0726.GEOID18 height accuracy estimate available here.
 OT0726
 OT0726.Click photographs - Photos may exist for this station.
 OT0726
 OT0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0726
 OT0726. The following values were computed from the NAD 83(1996) position.
 OT0726
 OT0726;                    North         East     Units Scale Factor Converg.
 OT0726;SPC SD S     -   185,904.338   459,171.878   MT  0.99992825   -1 12 40.7
 OT0726;SPC SD S     -   609,921.15  1,506,466.40   sFT  0.99992825   -1 12 40.7
 OT0726;UTM  13      - 4,875,253.518   733,398.951   MT  1.00027005   +2 01 21.6
 OT0726
 OT0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0726!SPC SD S     -   0.99987019  x   0.99992825  =   0.99979845
 OT0726!UTM  13      -   0.99987019  x   1.00027005  =   1.00014021
 OT0726
 OT0726:                Primary Azimuth Mark                     Grid Az
 OT0726:SPC SD S     -  QUINN AZ MK                              145 46 06.4
 OT0726:UTM  13      -  QUINN AZ MK                              142 32 04.1
 OT0726
 OT0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3339875253(NAD 83)
 OT0726
 OT0726|---------------------------------------------------------------------|
 OT0726| PID    Reference Object                     Distance      Geod. Az  |
 OT0726|                                                           dddmmss.s |
 OT0726| CQ4713 QUINN RM 1                           20.107 METERS 09322     |
 OT0726| OT0157 QUINN AZ MK                                        1443325.7 |
 OT0726| OT0731 QUINN MUNICIPAL TANK                APPROX. 3.2 KM 2584317.2 |
 OT0726| OT0743 WALL BELL TEL CO RAD RELAY MST      APPROX.20.2 KM 2595929.0 |
 OT0726| CQ4714 QUINN RM 2                           18.081 METERS 34553     |
 OT0726|---------------------------------------------------------------------|
 OT0726
 OT0726                          SUPERSEDED SURVEY CONTROL
 OT0726
 OT0726  NAD 83(1995)-  43 59 36.03854(N)    102 05 21.19373(W) AD(       ) 2
 OT0726  NAD 83(1986)-  43 59 36.03852(N)    102 05 21.19368(W) AD(       ) 2
 OT0726  NAD 27      -  43 59 36.07730(N)    102 05 19.63860(W) AD(       ) 2
 OT0726
 OT0726.Superseded values are not recommended for survey control.
 OT0726
 OT0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0726.See file dsdata.pdf to determine how the superseded data were derived.
 OT0726
 OT0726_MARKER: DS = TRIANGULATION STATION DISK
 OT0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0726_STAMPING: QUINN 1961
 OT0726_MARK LOGO: CGS
 OT0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0726+STABILITY: SURFACE MOTION
 OT0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0726+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2017
 OT0726
 OT0726  HISTORY     - Date     Condition        Report By
 OT0726  HISTORY     - 1961     MONUMENTED       CGS
 OT0726  HISTORY     - 20170808 GOOD             SDDT
 OT0726
 OT0726                          STATION DESCRIPTION
 OT0726
 OT0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OT0726'LOCATED ABOUT 20 MILES WEST-SOUTHWEST OF PHILIP, 1-3/4 MILES
 OT0726'EAST OF QUINN AND 1 MILE NORTH OF U.S. HIGHWAY 14.  IT IS IN
 OT0726'SECTION 5, R 18 E, T 1 S.
 OT0726'
 OT0726'REACHED FROM THE POST OFFICE IN QUINN, GO SOUTH ON MAIN STREET
 OT0726'FOR 0.2 MILE, TURN LEFT AND GO EAST ON U.S. HIGHWAY 14 FOR
 OT0726'1.65 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, CROSSING
 OT0726'RAILROAD TRACKS AND PASS THROUGH IRON GATE, THENCE GO NORTH
 OT0726'ACROSS PASTURE LAND ON DIM TRACK ROAD FOR 0.65 MILE TO THE
 OT0726'SOUTH SLOPE OF HILL, THENCE FOLLOW DIM TRACKS NORTHWEST AROUND
 OT0726'THE EDGE OF HILL FOR 0.25 MILE TO THE HIGHEST POINT AND THE
 OT0726'STATION.
 OT0726'
 OT0726'STATION MARK, A STANDARD DISK STAMPED QUINN 1961, IS SET IN
 OT0726'THE TOP A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OT0726'PROJECTS 2 INCHES.
 OT0726'
 OT0726'REFERENCE MARK 1, A STANDARD DISK STAMPED QUINN NO 1 1961,
 OT0726'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OT0726'THAT PROJECTS 2 INCHES.  IT IS ON THE EAST SLOPE OF THE HILL
 OT0726'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 OT0726'
 OT0726'REFERENCE MARK 2, A STANDARD DISK STAMPED QUINN NO 2 1961,
 OT0726'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OT0726'THAT PROJECTS 2 INCHES.  IT IS ON ABOUT THE SAME ELEVATION
 OT0726'AS THE STATION MARK.
 OT0726'
 OT0726'TO REACH THE AZIMUTH MARK FROM THE IRON GATE IN THE ABOVE
 OT0726'DESCRIPTION, GO EAST ON U.S. HIGHWAY 14 FOR 0.75 MILE TO THE
 OT0726'MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED QUINN 1961,
 OT0726'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OT0726'THAT IS FLUSH WITH THE GROUND.  IT IS 98 FEET SOUTH OF THE
 OT0726'CENTER OF U.S. HIGHWAY 14, 5 FEET NORTHEAST OF A TELEPHONE
 OT0726'POLE, 4 FEET WEST OF A METAL WITNESS POST WITH SIGN AND
 OT0726'1.5 FEET NORTH OF A EAST-WEST FENCE.
 OT0726
 OT0726                          STATION RECOVERY (2017)
 OT0726
 OT0726'RECOVERY NOTE BY SD DEPT OF TRANSP 2017 (JCC)
 OT0726'FPUND MARK AND BOTH REFERENCE POINTS ON TOP OF HILL AS DESCRIBED. MARK
 OT0726'FALLS IN SECTION 4 NOT IN SECTION 5 AS CALLED FOR IN ORIGINAL
 OT0726'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0157 ***********************************************************************
 OT0157  DESIGNATION -  QUINN AZ MK
 OT0157  PID         -  OT0157
 OT0157  STATE/COUNTY-  SD/PENNINGTON
 OT0157  COUNTRY     -  US
 OT0157  USGS QUAD   -  WALL NE (2017)
 OT0157
 OT0157                         *CURRENT SURVEY CONTROL
 OT0157  ______________________________________________________________________
 OT0157* NAD 83(1986) POSITION- 43 58 47.     (N) 102 04 34.     (W)   SCALED
 OT0157* NAVD 88 ORTHO HEIGHT -   777.316 (meters)     2550.24  (feet) ADJUSTED
 OT0157  ______________________________________________________________________
 OT0157  GEOID HEIGHT    -        -19.581 (meters)                     GEOID18
 OT0157  DYNAMIC HEIGHT  -        777.081 (meters)     2549.47  (feet) COMP
 OT0157  MODELED GRAVITY -    980,290.9   (mgal)                       NAVD 88
 OT0157
 OT0157  VERT ORDER      -  SECOND    CLASS 0
 OT0157
 OT0157.The horizontal coordinates were scaled from a map and have
 OT0157.an estimated accuracy of +/- 6 seconds.
 OT0157
 OT0157.The orthometric height was determined by differential leveling and
 OT0157.adjusted by the NATIONAL GEODETIC SURVEY
 OT0157.in June 1991.
 OT0157
 OT0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0157.GEOID18 height accuracy estimate available here.
 OT0157
 OT0157.Click photographs - Photos may exist for this station.
 OT0157
 OT0157.The dynamic height is computed by dividing the NAVD 88
 OT0157.geopotential number by the normal gravity value computed on the
 OT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0157.degrees latitude (g = 980.6199 gals.).
 OT0157
 OT0157.The modeled gravity was interpolated from observed gravity values.
 OT0157
 OT0157;                    North         East    Units  Estimated Accuracy
 OT0157;SPC SD S     -   184,370.      460,190.      MT  (+/- 180 meters Scaled)
 OT0157
 OT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ345737(NAD 83)
 OT0157
 OT0157                          SUPERSEDED SURVEY CONTROL
 OT0157
 OT0157  NGVD 29 (??/??/92)  776.862  (m)         2548.75   (f) ADJ UNCH    2 0
 OT0157
 OT0157.Superseded values are not recommended for survey control.
 OT0157
 OT0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0157.See file dsdata.pdf to determine how the superseded data were derived.
 OT0157
 OT0157_MARKER: DZ = AZIMUTH MARK DISK
 OT0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0157_STAMPING: QUINN 1961
 OT0157_MARK LOGO: CGS
 OT0157_PROJECTION: FLUSH
 OT0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0157+STABILITY: SURFACE MOTION
 OT0157
 OT0157  HISTORY     - Date     Condition        Report By
 OT0157  HISTORY     - 1961     MONUMENTED       CGS
 OT0157  HISTORY     - 1962     GOOD             CGS
 OT0157
 OT0157                          STATION DESCRIPTION
 OT0157
 OT0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0157'2.8 MI E FROM QUINN.
 OT0157'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0157'QUINN, THENCE 2.6 MILES EAST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0157'4, T 1 S, R 17 E, 0.2 MILE EAST OF A T ROAD JUNCTION LEADING
 OT0157'SOUTH, 97 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 OT0157'NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE,
 OT0157'4.4 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 OT0157'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 OT0157'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0731 ***********************************************************************
 OT0731  DESIGNATION -  QUINN MUNICIPAL TANK
 OT0731  PID         -  OT0731
 OT0731  STATE/COUNTY-  SD/PENNINGTON
 OT0731  COUNTRY     -  US
 OT0731  USGS QUAD   -  WALL (2017)
 OT0731
 OT0731                         *CURRENT SURVEY CONTROL
 OT0731  ______________________________________________________________________
 OT0731* NAD 83(1996) POSITION- 43 59 15.88725(N) 102 07 41.03032(W)   ADJUSTED
 OT0731  ______________________________________________________________________
 OT0731  GEOID HEIGHT    -        -19.397 (meters)                     GEOID18
 OT0731  LAPLACE CORR    -         -9.02  (seconds)                    DEFLEC18
 OT0731  HORZ ORDER      -  THIRD
 OT0731
 OT0731.The horizontal coordinates were established by classical geodetic methods
 OT0731.and adjusted by the National Geodetic Survey in January 1998.
 OT0731
 OT0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0731.GEOID18 height accuracy estimate available here.
 OT0731
 OT0731.Click photographs - Photos may exist for this station.
 OT0731
 OT0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0731
 OT0731. The following values were computed from the NAD 83(1996) position.
 OT0731
 OT0731;                    North         East     Units Scale Factor Converg.
 OT0731;SPC SD S     -   185,348.926   456,043.490   MT  0.99992762   -1 14 17.2
 OT0731;SPC SD S     -   608,098.93  1,496,202.68   sFT  0.99992762   -1 14 17.2
 OT0731;UTM  13      - 4,874,522.275   730,305.845   MT  1.00025241   +1 59 43.6
 OT0731
 OT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3030574522(NAD 83)
 OT0731
 OT0731                          SUPERSEDED SURVEY CONTROL
 OT0731
 OT0731  NAD 83(1995)-  43 59 15.87967(N)    102 07 41.03197(W) AD(       ) 3
 OT0731  NAD 83(1986)-  43 59 15.87964(N)    102 07 41.03065(W) AD(       ) 3
 OT0731  NAD 27      -  43 59 15.91700(N)    102 07 39.47200(W) AD(       ) 3
 OT0731
 OT0731.Superseded values are not recommended for survey control.
 OT0731
 OT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0731.See file dsdata.pdf to determine how the superseded data were derived.
 OT0731
 OT0731_MARKER: 51 = TANK
 OT0731
 OT0731  HISTORY     - Date     Condition        Report By
 OT0731  HISTORY     - 1961     FIRST OBSERVED   CGS
 OT0731
 OT0731                          STATION DESCRIPTION
 OT0731
 OT0731'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0029 ***********************************************************************
 OT0029  DESIGNATION -  R 10
 OT0029  PID         -  OT0029
 OT0029  STATE/COUNTY-  SD/PENNINGTON
 OT0029  COUNTRY     -  US
 OT0029  USGS QUAD   -  IMLAY (2017)
 OT0029
 OT0029                         *CURRENT SURVEY CONTROL
 OT0029  ______________________________________________________________________
 OT0029* NAD 83(1986) POSITION- 43 43 56.50   (N) 102 27 34.83   (W)   HD_HELD1
 OT0029* NAVD 88 ORTHO HEIGHT -   824.051 (meters)     2703.57  (feet) ADJUSTED
 OT0029  ______________________________________________________________________
 OT0029  GEOID HEIGHT    -        -18.439 (meters)                     GEOID18
 OT0029  DYNAMIC HEIGHT  -        823.777 (meters)     2702.68  (feet) COMP
 OT0029  MODELED GRAVITY -    980,258.7   (mgal)                       NAVD 88
 OT0029
 OT0029  VERT ORDER      -  FIRST     CLASS II
 OT0029
 OT0029.The horizontal coordinates were determined by differentially corrected
 OT0029.hand held GPS observations or other comparable positioning techniques
 OT0029.and have an estimated accuracy of +/- 3 meters.
 OT0029
 OT0029.The orthometric height was determined by differential leveling and
 OT0029.adjusted by the NATIONAL GEODETIC SURVEY
 OT0029.in June 1991.
 OT0029
 OT0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0029.GEOID18 height accuracy estimate available here.
 OT0029
 OT0029.Click photographs - Photos may exist for this station.
 OT0029
 OT0029.The dynamic height is computed by dividing the NAVD 88
 OT0029.geopotential number by the normal gravity value computed on the
 OT0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0029.degrees latitude (g = 980.6199 gals.).
 OT0029
 OT0029.The modeled gravity was interpolated from observed gravity values.
 OT0029
 OT0029;                    North         East    Units  Estimated Accuracy
 OT0029;SPC SD S     -   157,612.7     428,723.8     MT  (+/- 3 meters HH1 GPS) 
 OT0029
 OT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0458445283(NAD 83)
 OT0029
 OT0029                          SUPERSEDED SURVEY CONTROL
 OT0029
 OT0029  NGVD 29 (??/??/92)  823.589  (m)         2702.06   (f) ADJ UNCH    1 2
 OT0029
 OT0029.Superseded values are not recommended for survey control.
 OT0029
 OT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0029.See file dsdata.pdf to determine how the superseded data were derived.
 OT0029
 OT0029_MARKER: DB = BENCH MARK DISK
 OT0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0029_STAMPING: R 10 1925 2702.058
 OT0029_MARK LOGO: CGS
 OT0029_PROJECTION: FLUSH
 OT0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0029+STABILITY: SURFACE MOTION
 OT0029
 OT0029  HISTORY     - Date     Condition        Report By
 OT0029  HISTORY     - 1925     MONUMENTED       CGS
 OT0029  HISTORY     - 1962     GOOD             CGS
 OT0029
 OT0029                          STATION DESCRIPTION
 OT0029
 OT0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0029'5.9 MI SE FROM SCENIC.
 OT0029'ABOUT 5.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0029'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0029'SECTION 5, T 4 S, R 43 W, 10 POLES OR 0.3 MILE WEST OF MILEPOST
 OT0029'612, 12 1/2 RAILS WEST OF THE WEST END OF TRESTLE NUMBER W 250,
 OT0029'ON SMALL TABLE OF LAND BETWEEN CAIN CREEK AND RAILROAD.  30 FEET
 OT0029'NORTH OF NORTH RAIL, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OT0029'5 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0029'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0299 ***********************************************************************
 OT0299  DESIGNATION -  R 11
 OT0299  PID         -  OT0299
 OT0299  STATE/COUNTY-  SD/PENNINGTON
 OT0299  COUNTRY     -  US
 OT0299  USGS QUAD   -  HERMOSA (2017)
 OT0299
 OT0299                         *CURRENT SURVEY CONTROL
 OT0299  ______________________________________________________________________
 OT0299* NAD 83(1986) POSITION- 43 51 40.     (N) 103 11 08.     (W)   SCALED
 OT0299* NAVD 88 ORTHO HEIGHT -  1023.428 (meters)     3357.70  (feet) ADJUSTED
 OT0299  ______________________________________________________________________
 OT0299  GEOID HEIGHT    -        -16.105 (meters)                     GEOID18
 OT0299  DYNAMIC HEIGHT  -       1023.047 (meters)     3356.45  (feet) COMP
 OT0299  MODELED GRAVITY -    980,211.8   (mgal)                       NAVD 88
 OT0299
 OT0299  VERT ORDER      -  FIRST     CLASS II
 OT0299
 OT0299.The horizontal coordinates were scaled from a map and have
 OT0299.an estimated accuracy of +/- 6 seconds.
 OT0299
 OT0299.The orthometric height was determined by differential leveling and
 OT0299.adjusted by the NATIONAL GEODETIC SURVEY
 OT0299.in June 1991.
 OT0299
 OT0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0299.GEOID18 height accuracy estimate available here.
 OT0299
 OT0299.Click photographs - Photos may exist for this station.
 OT0299
 OT0299.The dynamic height is computed by dividing the NAVD 88
 OT0299.geopotential number by the normal gravity value computed on the
 OT0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0299.degrees latitude (g = 980.6199 gals.).
 OT0299
 OT0299.The modeled gravity was interpolated from observed gravity values.
 OT0299
 OT0299;                    North         East    Units  Estimated Accuracy
 OT0299;SPC SD S     -   173,660.      370,770.      MT  (+/- 180 meters Scaled)
 OT0299
 OT0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ458580(NAD 83)
 OT0299
 OT0299                          SUPERSEDED SURVEY CONTROL
 OT0299
 OT0299  NGVD 29 (??/??/92) 1022.931  (m)         3356.07   (f) ADJ UNCH    1 2
 OT0299
 OT0299.Superseded values are not recommended for survey control.
 OT0299
 OT0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0299.See file dsdata.pdf to determine how the superseded data were derived.
 OT0299
 OT0299_MARKER: DB = BENCH MARK DISK
 OT0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0299_STAMPING: R 11 1926
 OT0299_MARK LOGO: CGS
 OT0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0299+STABILITY: SURFACE MOTION
 OT0299
 OT0299  HISTORY     - Date     Condition        Report By
 OT0299  HISTORY     - 1926     MONUMENTED       CGS
 OT0299  HISTORY     - 1963     GOOD             CGS
 OT0299
 OT0299                          STATION DESCRIPTION
 OT0299
 OT0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0299'1.6 MI N FROM HERMOSA.
 OT0299'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0299'FROM THE STATION AT HERMOSA, IN SECTION 20, T 2 S, R 8 E, 12
 OT0299'POLES NORTH OF MILEPOST 80, ON THE OUTSIDE OF A CURVE IN THE
 OT0299'RAILROAD, 32 FEET EAST OF THE EAST RAIL, 40 FEET WEST OF A FENCE,
 OT0299'ON THE BANK OF A SMALL CUT, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 OT0299'TRACKS, 1.0 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP
 OT0299'OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0545 ***********************************************************************
 QS0545  DESIGNATION -  R 119
 QS0545  PID         -  QS0545
 QS0545  STATE/COUNTY-  SD/CORSON
 QS0545  COUNTRY     -  US
 QS0545  USGS QUAD   -  WATAUGA (2017)
 QS0545
 QS0545                         *CURRENT SURVEY CONTROL
 QS0545  ______________________________________________________________________
 QS0545* NAD 83(1986) POSITION- 45 55 35.     (N) 101 37 07.     (W)   SCALED
 QS0545* NAVD 88 ORTHO HEIGHT -   693.798 (meters)     2276.24  (feet) ADJUSTED
 QS0545  ______________________________________________________________________
 QS0545  GEOID HEIGHT    -        -19.965 (meters)                     GEOID18
 QS0545  DYNAMIC HEIGHT  -        693.736 (meters)     2276.03  (feet) COMP
 QS0545  MODELED GRAVITY -    980,502.5   (mgal)                       NAVD 88
 QS0545
 QS0545  VERT ORDER      -  SECOND    CLASS 0
 QS0545
 QS0545.The horizontal coordinates were scaled from a map and have
 QS0545.an estimated accuracy of +/- 6 seconds.
 QS0545
 QS0545.The orthometric height was determined by differential leveling and
 QS0545.adjusted by the NATIONAL GEODETIC SURVEY
 QS0545.in June 1991.
 QS0545
 QS0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0545.GEOID18 height accuracy estimate available here.
 QS0545
 QS0545.Click photographs - Photos may exist for this station.
 QS0545
 QS0545.The dynamic height is computed by dividing the NAVD 88
 QS0545.geopotential number by the normal gravity value computed on the
 QS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0545.degrees latitude (g = 980.6199 gals.).
 QS0545
 QS0545.The modeled gravity was interpolated from observed gravity values.
 QS0545
 QS0545;                    North         East    Units  Estimated Accuracy
 QS0545;SPC SD N     -   233,860.      474,450.      MT  (+/- 180 meters Scaled)
 QS0545
 QS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR969892(NAD 83)
 QS0545
 QS0545                          SUPERSEDED SURVEY CONTROL
 QS0545
 QS0545  NGVD 29 (??/??/92)  693.330  (m)         2274.70   (f) ADJ UNCH    2 0
 QS0545
 QS0545.Superseded values are not recommended for survey control.
 QS0545
 QS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0545.See file dsdata.pdf to determine how the superseded data were derived.
 QS0545
 QS0545_MARKER: DB = BENCH MARK DISK
 QS0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0545_STAMPING: R 119 1934
 QS0545_MARK LOGO: CGS
 QS0545_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0545+STABILITY: SURFACE MOTION
 QS0545
 QS0545  HISTORY     - Date     Condition        Report By
 QS0545  HISTORY     - 1934     MONUMENTED       CGS
 QS0545  HISTORY     - 1948     GOOD             CGS
 QS0545
 QS0545                          STATION DESCRIPTION
 QS0545
 QS0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0545'3.7 MI W FROM WATAUGA.
 QS0545'3.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0545'RAILROAD FROM THE STATION AT WATAUGA, CORSON COUNTY, 390 FEET
 QS0545'WEST OF THE NORTH END OF A 3-FOOT CAST-IRON PIPE CULVERT, 42.3
 QS0545'FEET NORTH OF THE NORTH RAIL, 41 FEET SOUTH OF THE CENTER LINE
 QS0545'OF U.S. HIGHWAY 12, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 QS0545'A STANDARD DISK, STAMPED R 119 1934 AND SET IN THE TOP OF A
 QS0545'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0545
 QS0545                          STATION RECOVERY (1948)
 QS0545
 QS0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0512 ***********************************************************************
 OT0512  DESIGNATION -  R 12
 OT0512  PID         -  OT0512
 OT0512  STATE/COUNTY-  SD/FALL RIVER
 OT0512  COUNTRY     -  US
 OT0512  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0512
 OT0512                         *CURRENT SURVEY CONTROL
 OT0512  ______________________________________________________________________
 OT0512* NAD 83(1986) POSITION- 43 25 48.     (N) 103 33 47.     (W)   SCALED
 OT0512* NAVD 88 ORTHO HEIGHT -  1164.720 (meters)     3821.25  (feet) POSTED
 OT0512  ______________________________________________________________________
 OT0512  GEOID HEIGHT    -        -15.234 (meters)                     GEOID18
 OT0512  DYNAMIC HEIGHT  -       1164.22  (meters)     3819.6   (feet) COMP
 OT0512  MODELED GRAVITY -    980,151.1   (mgal)                       NAVD 88
 OT0512
 OT0512  VERT ORDER      -  * POSTED, SEE BELOW
 OT0512
 OT0512.The horizontal coordinates were scaled from a map and have
 OT0512.an estimated accuracy of +/- 6 seconds.
 OT0512
 OT0512.The orthometric height was determined by differential leveling
 OT0512.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0512
 OT0512.* This is a POSTED BENCH MARK height.
 OT0512
 OT0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0512.GEOID18 height accuracy estimate available here.
 OT0512
 OT0512.Click photographs - Photos may exist for this station.
 OT0512
 OT0512.The dynamic height is computed by dividing the NAVD 88
 OT0512.geopotential number by the normal gravity value computed on the
 OT0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0512.degrees latitude (g = 980.6199 gals.).
 OT0512
 OT0512.The modeled gravity was interpolated from observed gravity values.
 OT0512
 OT0512;                    North         East    Units  Estimated Accuracy
 OT0512;SPC SD S     -   126,910.      338,580.      MT  (+/- 180 meters Scaled)
 OT0512
 OT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ163095(NAD 83)
 OT0512
 OT0512                          SUPERSEDED SURVEY CONTROL
 OT0512
 OT0512  NGVD 29 (??/??/92) 1164.187  (m)         3819.50   (f) ADJ UNCH    1 2
 OT0512
 OT0512.Superseded values are not recommended for survey control.
 OT0512
 OT0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0512.See file dsdata.pdf to determine how the superseded data were derived.
 OT0512
 OT0512_MARKER: DB = BENCH MARK DISK
 OT0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0512_STAMPING: R 12 1926
 OT0512_MARK LOGO: CGS
 OT0512_PROJECTION: RECESSED 15 CENTIMETERS
 OT0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0512+STABILITY: SURFACE MOTION
 OT0512
 OT0512  HISTORY     - Date     Condition        Report By
 OT0512  HISTORY     - 1926     MONUMENTED       CGS
 OT0512  HISTORY     - 1963     GOOD             CGS
 OT0512
 OT0512                          STATION DESCRIPTION
 OT0512
 OT0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0512'7 MI W FROM HOT SPRINGS.
 OT0512'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE HIGHWAY
 OT0512'87 FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE NORTHWEST
 OT0512'ALONG NORTH RIVER STREET, THENCE 5.8 MILES WEST ALONG THE CHICAGO,
 OT0512'BURLINGTON AND QUINCY RAILROAD OR 6.9 MILES EAST ALONG THE
 OT0512'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE SECTION TOOL
 OT0512'HOUSE AT MINNEKAHTA, 0.1 MILE SOUTHWEST OF MILE POST 7, 2.5 FEET
 OT0512'SOUTHEAST OF THE SOUTHEAST RAIL, 60 FEET EAST OF THE CENTER LINE
 OT0512'OF THE ROAD, 71 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE
 OT0512'RAILROAD AND A ROAD, 28 FEET SOUTH OF THE SOUTH CORNER OF A
 OT0512'CATTLE GUARD, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 OT0512'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST 0.5
 OT0512'FOOT BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0017 ***********************************************************************
 QT0017  DESIGNATION -  R 120
 QT0017  PID         -  QT0017
 QT0017  STATE/COUNTY-  SD/PERKINS
 QT0017  COUNTRY     -  US
 QT0017  USGS QUAD   -  MEADOW (2017)
 QT0017
 QT0017                         *CURRENT SURVEY CONTROL
 QT0017  ______________________________________________________________________
 QT0017* NAD 83(1986) POSITION- 45 34 50.     (N) 102 09 52.     (W)   SCALED
 QT0017* NAVD 88 ORTHO HEIGHT -   784.940 (meters)     2575.26  (feet) ADJUSTED
 QT0017  ______________________________________________________________________
 QT0017  GEOID HEIGHT    -        -18.867 (meters)                     GEOID18
 QT0017  DYNAMIC HEIGHT  -        784.825 (meters)     2574.88  (feet) COMP
 QT0017  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 QT0017
 QT0017  VERT ORDER      -  SECOND    CLASS 0
 QT0017
 QT0017.The horizontal coordinates were scaled from a map and have
 QT0017.an estimated accuracy of +/- 6 seconds.
 QT0017
 QT0017.The orthometric height was determined by differential leveling and
 QT0017.adjusted by the NATIONAL GEODETIC SURVEY
 QT0017.in June 1991.
 QT0017
 QT0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0017.GEOID18 height accuracy estimate available here.
 QT0017
 QT0017.Click photographs - Photos may exist for this station.
 QT0017
 QT0017.The dynamic height is computed by dividing the NAVD 88
 QT0017.geopotential number by the normal gravity value computed on the
 QT0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0017.degrees latitude (g = 980.6199 gals.).
 QT0017
 QT0017.The modeled gravity was interpolated from observed gravity values.
 QT0017
 QT0017;                    North         East    Units  Estimated Accuracy
 QT0017;SPC SD N     -   196,420.      431,100.      MT  (+/- 180 meters Scaled)
 QT0017
 QT0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL212513(NAD 83)
 QT0017
 QT0017                          SUPERSEDED SURVEY CONTROL
 QT0017
 QT0017  NGVD 29 (??/??/92)  784.488  (m)         2573.77   (f) ADJ UNCH    2 0
 QT0017
 QT0017.Superseded values are not recommended for survey control.
 QT0017
 QT0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0017.See file dsdata.pdf to determine how the superseded data were derived.
 QT0017
 QT0017_MARKER: DB = BENCH MARK DISK
 QT0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0017_STAMPING: R 120 1934
 QT0017_MARK LOGO: CGS
 QT0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0017+STABILITY: SURFACE MOTION
 QT0017
 QT0017  HISTORY     - Date     Condition        Report By
 QT0017  HISTORY     - 1934     MONUMENTED       CGS
 QT0017  HISTORY     - 1938     GOOD             CGS
 QT0017
 QT0017                          STATION DESCRIPTION
 QT0017
 QT0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0017'5.5 MI NE FROM MEADOW.
 QT0017'ALONG STATE HIGHWAY NO. 73, 5.5 MILES NORTH AND EAST OF MEADOW,
 QT0017'3.5 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAYS NO. 73
 QT0017'AND NO. 8, ON THE SOUTH SLOPE OF A HILL, 36 FEET EAST OF THE
 QT0017'CENTER OF THE HIGHWAY, 4.2 FEET NORTH OF AN EAST-WEST FENCE, 1.2
 QT0017'FEET WEST OF A NORTH-SOUTH FENCE.  A STANDARD DISK SET IN THE TOP
 QT0017'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1232 ***********************************************************************
 PU1232  DESIGNATION -  R 121
 PU1232  PID         -  PU1232
 PU1232  STATE/COUNTY-  SD/BUTTE
 PU1232  COUNTRY     -  US
 PU1232  USGS QUAD   -  VOLUNTEER NE (2017)
 PU1232
 PU1232                         *CURRENT SURVEY CONTROL
 PU1232  ______________________________________________________________________
 PU1232* NAD 83(1986) POSITION- 44 44 53.     (N) 103 07 05.     (W)   SCALED
 PU1232* NAVD 88 ORTHO HEIGHT -   875.527 (meters)     2872.46  (feet) ADJUSTED
 PU1232  ______________________________________________________________________
 PU1232  GEOID HEIGHT    -        -17.066 (meters)                     GEOID18
 PU1232  DYNAMIC HEIGHT  -        875.304 (meters)     2871.73  (feet) COMP
 PU1232  MODELED GRAVITY -    980,332.5   (mgal)                       NAVD 88
 PU1232
 PU1232  VERT ORDER      -  SECOND    CLASS 0
 PU1232
 PU1232.The horizontal coordinates were scaled from a map and have
 PU1232.an estimated accuracy of +/- 6 seconds.
 PU1232
 PU1232.The orthometric height was determined by differential leveling and
 PU1232.adjusted by the NATIONAL GEODETIC SURVEY
 PU1232.in June 1991.
 PU1232
 PU1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1232.GEOID18 height accuracy estimate available here.
 PU1232
 PU1232.Click photographs - Photos may exist for this station.
 PU1232
 PU1232.The dynamic height is computed by dividing the NAVD 88
 PU1232.geopotential number by the normal gravity value computed on the
 PU1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1232.degrees latitude (g = 980.6199 gals.).
 PU1232
 PU1232.The modeled gravity was interpolated from observed gravity values.
 PU1232
 PU1232;                    North         East    Units  Estimated Accuracy
 PU1232;SPC SD N     -   106,400.      353,150.      MT  (+/- 180 meters Scaled)
 PU1232
 PU1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK489566(NAD 83)
 PU1232
 PU1232                          SUPERSEDED SURVEY CONTROL
 PU1232
 PU1232  NGVD 29 (??/??/92)  875.022  (m)         2870.80   (f) ADJ UNCH    2 0
 PU1232
 PU1232.Superseded values are not recommended for survey control.
 PU1232
 PU1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1232.See file dsdata.pdf to determine how the superseded data were derived.
 PU1232
 PU1232_MARKER: DB = BENCH MARK DISK
 PU1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1232_STAMPING: R 121 1934
 PU1232_MARK LOGO: CGS
 PU1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1232+STABILITY: SURFACE MOTION
 PU1232
 PU1232  HISTORY     - Date     Condition        Report By
 PU1232  HISTORY     - 1934     MONUMENTED       CGS
 PU1232  HISTORY     - 1962     POOR             CGS
 PU1232  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1232
 PU1232                          STATION DESCRIPTION
 PU1232
 PU1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1232'15.7 MI E FROM NEWELL.
 PU1232'15.7 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1232'STATE HIGHWAY 79 AT NEWELL, BUTTE COUNTY, 210 YARDS SOUTHWEST
 PU1232'OF THE BRIDGE OVER A DRY CREEK, AND 52 FEET SOUTHEAST OF THE
 PU1232'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 121 1934
 PU1232'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PU1232'GROUND.  NOTE-- RECOVERED LOOSE AND LEANING.  HAS NO VALUE AS
 PU1232'A BENCH MARK.
 PU1232
 PU1232                          STATION RECOVERY (1963)
 PU1232
 PU1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0204 ***********************************************************************
 QT0204  DESIGNATION -  R 122
 QT0204  PID         -  QT0204
 QT0204  STATE/COUNTY-  SD/MEADE
 QT0204  COUNTRY     -  US
 QT0204  USGS QUAD   -  MAURINE (2017)
 QT0204
 QT0204                         *CURRENT SURVEY CONTROL
 QT0204  ______________________________________________________________________
 QT0204* NAD 83(1986) POSITION- 45 00 33.     (N) 102 33 36.     (W)   SCALED
 QT0204* NAVD 88 ORTHO HEIGHT -   905.546 (meters)     2970.95  (feet) ADJUSTED
 QT0204  ______________________________________________________________________
 QT0204  GEOID HEIGHT    -        -18.105 (meters)                     GEOID18
 QT0204  DYNAMIC HEIGHT  -        905.354 (meters)     2970.32  (feet) COMP
 QT0204  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 QT0204
 QT0204  VERT ORDER      -  SECOND    CLASS 0
 QT0204
 QT0204.The horizontal coordinates were scaled from a map and have
 QT0204.an estimated accuracy of +/- 6 seconds.
 QT0204
 QT0204.The orthometric height was determined by differential leveling and
 QT0204.adjusted by the NATIONAL GEODETIC SURVEY
 QT0204.in June 1991.
 QT0204
 QT0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0204.GEOID18 height accuracy estimate available here.
 QT0204
 QT0204.Click photographs - Photos may exist for this station.
 QT0204
 QT0204.The dynamic height is computed by dividing the NAVD 88
 QT0204.geopotential number by the normal gravity value computed on the
 QT0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0204.degrees latitude (g = 980.6199 gals.).
 QT0204
 QT0204.The modeled gravity was interpolated from observed gravity values.
 QT0204
 QT0204;                    North         East    Units  Estimated Accuracy
 QT0204;SPC SD N     -   133,850.      398,230.      MT  (+/- 180 meters Scaled)
 QT0204
 QT0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK922868(NAD 83)
 QT0204
 QT0204                          SUPERSEDED SURVEY CONTROL
 QT0204
 QT0204  NGVD 29 (??/??/92)  905.085  (m)         2969.43   (f) ADJ UNCH    2 0
 QT0204
 QT0204.Superseded values are not recommended for survey control.
 QT0204
 QT0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0204.See file dsdata.pdf to determine how the superseded data were derived.
 QT0204
 QT0204_MARKER: DB = BENCH MARK DISK
 QT0204_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0204_STAMPING: R 122 1934
 QT0204_MARK LOGO: CGS
 QT0204_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0204
 QT0204  HISTORY     - Date     Condition        Report By
 QT0204  HISTORY     - 1934     MONUMENTED       CGS
 QT0204  HISTORY     - 1963     GOOD             CGS
 QT0204
 QT0204                          STATION DESCRIPTION
 QT0204
 QT0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0204'2.2 MI SE FROM MAURINE.
 QT0204'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0204'MAURINE, THENCE 1.5 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0204'U.S. HIGHWAY 212, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QT0204'ABOUT 130 FEET WEST OF THE CREST OF A SMALL HILL, ABOUT 0.6 MILES
 QT0204'WEST OF A T INTERSECTION OF DIRT ROAD AND PRIVATE ROAD LEADING
 QT0204'TO A RANCH, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 QT0204'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QT0204'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0528 ***********************************************************************
 QS0528  DESIGNATION -  R 123
 QS0528  PID         -  QS0528
 QS0528  STATE/COUNTY-  SD/ZIEBACH
 QS0528  COUNTRY     -  US
 QS0528  USGS QUAD   -  RED ELM (2017)
 QS0528
 QS0528                         *CURRENT SURVEY CONTROL
 QS0528  ______________________________________________________________________
 QS0528* NAD 83(1986) POSITION- 45 03 16.     (N) 101 47 18.     (W)   SCALED
 QS0528* NAVD 88 ORTHO HEIGHT -   752.460 (meters)     2468.70  (feet) ADJUSTED
 QS0528  ______________________________________________________________________
 QS0528  GEOID HEIGHT    -        -20.027 (meters)                     GEOID18
 QS0528  DYNAMIC HEIGHT  -        752.316 (meters)     2468.22  (feet) COMP
 QS0528  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 QS0528
 QS0528  VERT ORDER      -  SECOND    CLASS 0
 QS0528
 QS0528.The horizontal coordinates were scaled from a map and have
 QS0528.an estimated accuracy of +/- 6 seconds.
 QS0528
 QS0528.The orthometric height was determined by differential leveling and
 QS0528.adjusted by the NATIONAL GEODETIC SURVEY
 QS0528.in June 1991.
 QS0528
 QS0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0528.GEOID18 height accuracy estimate available here.
 QS0528
 QS0528.Click photographs - Photos may exist for this station.
 QS0528
 QS0528.The dynamic height is computed by dividing the NAVD 88
 QS0528.geopotential number by the normal gravity value computed on the
 QS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0528.degrees latitude (g = 980.6199 gals.).
 QS0528
 QS0528.The modeled gravity was interpolated from observed gravity values.
 QS0528
 QS0528;                    North         East    Units  Estimated Accuracy
 QS0528;SPC SD N     -   137,250.      459,150.      MT  (+/- 180 meters Scaled)
 QS0528
 QS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ804927(NAD 83)
 QS0528
 QS0528                          SUPERSEDED SURVEY CONTROL
 QS0528
 QS0528  NGVD 29 (??/??/92)  752.012  (m)         2467.23   (f) ADJ UNCH    2 0
 QS0528
 QS0528.Superseded values are not recommended for survey control.
 QS0528
 QS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0528.See file dsdata.pdf to determine how the superseded data were derived.
 QS0528
 QS0528_MARKER: DB = BENCH MARK DISK
 QS0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0528_STAMPING: R 123 1934
 QS0528_MARK LOGO: CGS
 QS0528_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0528+STABILITY: SURFACE MOTION
 QS0528
 QS0528  HISTORY     - Date     Condition        Report By
 QS0528  HISTORY     - 1934     MONUMENTED       CGS
 QS0528  HISTORY     - 1958     GOOD             LOCSUR
 QS0528  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0528
 QS0528                          STATION DESCRIPTION
 QS0528
 QS0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0528'AT RED ELM.
 QS0528'AT RED ELM, ZIEBACH COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0528'AND PACIFIC RAILROAD, 465 FEET SOUTHWEST OF THE STATION, 0.3 MILE
 QS0528'SOUTHWEST OF MILEPOST 92, 193.3 FEET SOUTHWEST OF THE WEST EDGE
 QS0528'OF THE SOUTH HEAD WALL OF A 2-FOOT CONCRETE-PIPE CULVERT UNDER
 QS0528'U.S. HIGHWAY 212, 67 FEET SOUTH OF THE CENTER LINE OF THE
 QS0528'HIGHWAY, AND 59.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 QS0528'MAIN TRACK.  A STANDARD DISK, STAMPED R 123 1934 AND SET IN THE
 QS0528'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0528
 QS0528                          STATION RECOVERY (1958)
 QS0528
 QS0528'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 QS0528'RECOVERED IN GOOD CONDITION.
 QS0528
 QS0528                          STATION RECOVERY (1976)
 QS0528
 QS0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0528'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0275 ***********************************************************************
 QT0275  DESIGNATION -  R 124
 QT0275  PID         -  QT0275
 QT0275  STATE/COUNTY-  SD/BUTTE
 QT0275  COUNTRY     -  US
 QT0275  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0275
 QT0275                         *CURRENT SURVEY CONTROL
 QT0275  ______________________________________________________________________
 QT0275* NAD 83(1986) POSITION- 45 11 56.     (N) 103 26 03.     (W)   SCALED
 QT0275* NAVD 88 ORTHO HEIGHT -   897.672 (meters)     2945.11  (feet) ADJUSTED
 QT0275  ______________________________________________________________________
 QT0275  GEOID HEIGHT    -        -16.402 (meters)                     GEOID18
 QT0275  DYNAMIC HEIGHT  -        897.484 (meters)     2944.50  (feet) COMP
 QT0275  MODELED GRAVITY -    980,376.6   (mgal)                       NAVD 88
 QT0275
 QT0275  VERT ORDER      -  SECOND    CLASS 0
 QT0275
 QT0275.The horizontal coordinates were scaled from a map and have
 QT0275.an estimated accuracy of +/- 6 seconds.
 QT0275
 QT0275.The orthometric height was determined by differential leveling and
 QT0275.adjusted by the NATIONAL GEODETIC SURVEY
 QT0275.in June 1991.
 QT0275
 QT0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0275.GEOID18 height accuracy estimate available here.
 QT0275
 QT0275.Click photographs - Photos may exist for this station.
 QT0275
 QT0275.The dynamic height is computed by dividing the NAVD 88
 QT0275.geopotential number by the normal gravity value computed on the
 QT0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0275.degrees latitude (g = 980.6199 gals.).
 QT0275
 QT0275.The modeled gravity was interpolated from observed gravity values.
 QT0275
 QT0275;                    North         East    Units  Estimated Accuracy
 QT0275;SPC SD N     -   157,470.      330,260.      MT  (+/- 180 meters Scaled)
 QT0275
 QT0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL229062(NAD 83)
 QT0275
 QT0275                          SUPERSEDED SURVEY CONTROL
 QT0275
 QT0275  NGVD 29 (??/??/92)  897.183  (m)         2943.51   (f) ADJ UNCH    2 0
 QT0275
 QT0275.Superseded values are not recommended for survey control.
 QT0275
 QT0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0275.See file dsdata.pdf to determine how the superseded data were derived.
 QT0275
 QT0275_MARKER: DB = BENCH MARK DISK
 QT0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0275_STAMPING: R 124 1934
 QT0275_MARK LOGO: CGS
 QT0275_PROJECTION: PROJECTING 13 CENTIMETERS
 QT0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0275+STABILITY: SURFACE MOTION
 QT0275
 QT0275  HISTORY     - Date     Condition        Report By
 QT0275  HISTORY     - 1934     MONUMENTED       CGS
 QT0275  HISTORY     - 1973     GOOD             USGS
 QT0275
 QT0275                          STATION DESCRIPTION
 QT0275
 QT0275'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0275'AT MASON.
 QT0275'REDIG POSTOFFICE, HARDING CO., THENCE SOUTH 5.0 MILES ALONG U.S.
 QT0275'HWY. 85 TO X-ROAD, THENCE EAST 5.4 MILES.  0.3 MILE WEST OF A
 QT0275'NORTH-SOUTH COUNTY ROAD, 230 FEET SW OF A BARN, 32 FEET NORTH
 QT0275'OF AND 0.6 FEET LOWER THAN CENTER LINE OF ROAD, 3 FEET SOUTH OF
 QT0275'NORTH R.O.W. FENCE.  A STANDARD DISK STAMPED R 124 1934 AND SET
 QT0275'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2391 ***********************************************************************
 PU2391  DESIGNATION -  R 125 RESET
 PU2391  PID         -  PU2391
 PU2391  STATE/COUNTY-  SD/MEADE
 PU2391  COUNTRY     -  US
 PU2391  USGS QUAD   -  DURKEE LAKE (2017)
 PU2391
 PU2391                         *CURRENT SURVEY CONTROL
 PU2391  ______________________________________________________________________
 PU2391* NAD 83(1986) POSITION- 44 58 22.     (N) 102 02 34.     (W)   SCALED
 PU2391* NAVD 88 ORTHO HEIGHT -   733.929 (meters)     2407.90  (feet) ADJUSTED
 PU2391  ______________________________________________________________________
 PU2391  GEOID HEIGHT    -        -19.521 (meters)                     GEOID18
 PU2391  DYNAMIC HEIGHT  -        733.780 (meters)     2407.41  (feet) COMP
 PU2391  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 PU2391
 PU2391  VERT ORDER      -  FIRST     CLASS II
 PU2391
 PU2391.The horizontal coordinates were scaled from a map and have
 PU2391.an estimated accuracy of +/- 6 seconds.
 PU2391
 PU2391.The orthometric height was determined by differential leveling and
 PU2391.adjusted by the NATIONAL GEODETIC SURVEY
 PU2391.in July 1998.
 PU2391
 PU2391.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2391.GEOID18 height accuracy estimate available here.
 PU2391
 PU2391.Click photographs - Photos may exist for this station.
 PU2391
 PU2391.The dynamic height is computed by dividing the NAVD 88
 PU2391.geopotential number by the normal gravity value computed on the
 PU2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2391.degrees latitude (g = 980.6199 gals.).
 PU2391
 PU2391.The modeled gravity was interpolated from observed gravity values.
 PU2391
 PU2391;                    North         East    Units  Estimated Accuracy
 PU2391;SPC SD N     -   128,650.      438,880.      MT  (+/- 180 meters Scaled)
 PU2391
 PU2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK331841(NAD 83)
 PU2391
 PU2391                          SUPERSEDED SURVEY CONTROL
 PU2391
 PU2391  NGVD 29 (04/17/07)  733.48   (m)         2406.4    (f) RESET       3  
 PU2391
 PU2391.Superseded values are not recommended for survey control.
 PU2391
 PU2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2391.See file dsdata.pdf to determine how the superseded data were derived.
 PU2391
 PU2391_MARKER: DV = VERTICAL CONTROL DISK
 PU2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2391_STAMPING: R 125 RESET 1987
 PU2391_MARK LOGO: NGS
 PU2391_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2391+STABILITY: SURFACE MOTION
 PU2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2391+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2391
 PU2391  HISTORY     - Date     Condition        Report By
 PU2391  HISTORY     - 1987     MONUMENTED       NGS
 PU2391  HISTORY     - 19960711 GOOD             NGS
 PU2391
 PU2391                          STATION DESCRIPTION
 PU2391
 PU2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2391'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 PU2391'FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN SOUTH
 PU2391'5.8 KM (3.60 MI) ALONG STATE HIGHWAY 73(FIFTH AVENUE WEST IN FAITH),
 PU2391'76.2 M (250.0 FT) WEST FROM THE CENTER OF 73, 0.3 M (1.0 FT) EAST FROM
 PU2391'A WITNESS POST 22.9 M (75.1 FT) NORTH FROM THE CENTER OF A CREEK, IN
 PU2391'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE.  IN THE SW
 PU2391'1/4 OF THE NW 1/4 OF SECTION 27, T 12 N, R 17 E.  1.45 KM (0.90 MI)
 PU2391'NORTH FROM BENCH MARK, BEAVER 2 1987.
 PU2391
 PU2391                          STATION RECOVERY (1996)
 PU2391
 PU2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2391'5.6 KM (3.45 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2391'U.S. HIGHWAY 212 IN FAITH, 152.8 M (501.3 FT) SOUTH OF MILEPOST 171,
 PU2391'77.5 M (254.3 FT) WEST OF THE HIGHWAY CENTERLINE, 33.4 M (109.6 FT)
 PU2391'WEST OF A FENCE, 13.1 M (43.0 FT) SOUTHEAST OF A UTILITY POLE, 3.0 M
 PU2391'(9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 PU2391'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU2391'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0638 ***********************************************************************
 PT0638  DESIGNATION -  R 126
 PT0638  PID         -  PT0638
 PT0638  STATE/COUNTY-  SD/HAAKON
 PT0638  COUNTRY     -  US
 PT0638  USGS QUAD   -  HILLAND NW (2017)
 PT0638
 PT0638                         *CURRENT SURVEY CONTROL
 PT0638  ______________________________________________________________________
 PT0638* NAD 83(1986) POSITION- 44 27 06.     (N) 101 57 24.     (W)   SCALED
 PT0638* NAVD 88 ORTHO HEIGHT -   728.552 (meters)     2390.26  (feet) ADJUSTED
 PT0638  ______________________________________________________________________
 PT0638  GEOID HEIGHT    -        -20.142 (meters)                     GEOID18
 PT0638  DYNAMIC HEIGHT  -        728.369 (meters)     2389.66  (feet) COMP
 PT0638  MODELED GRAVITY -    980,343.4   (mgal)                       NAVD 88
 PT0638
 PT0638  VERT ORDER      -  SECOND    CLASS 0
 PT0638
 PT0638.The horizontal coordinates were scaled from a map and have
 PT0638.an estimated accuracy of +/- 6 seconds.
 PT0638
 PT0638.The orthometric height was determined by differential leveling and
 PT0638.adjusted by the NATIONAL GEODETIC SURVEY
 PT0638.in June 1991.
 PT0638
 PT0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0638.GEOID18 height accuracy estimate available here.
 PT0638
 PT0638.Click photographs - Photos may exist for this station.
 PT0638
 PT0638.The dynamic height is computed by dividing the NAVD 88
 PT0638.geopotential number by the normal gravity value computed on the
 PT0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0638.degrees latitude (g = 980.6199 gals.).
 PT0638
 PT0638.The modeled gravity was interpolated from observed gravity values.
 PT0638
 PT0638;                    North         East    Units  Estimated Accuracy
 PT0638;SPC SD S     -   236,600.      470,800.      MT  (+/- 180 meters Scaled)
 PT0638
 PT0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ647262(NAD 83)
 PT0638
 PT0638                          SUPERSEDED SURVEY CONTROL
 PT0638
 PT0638  NGVD 29 (??/??/92)  728.095  (m)         2388.76   (f) ADJ UNCH    2 0
 PT0638
 PT0638.Superseded values are not recommended for survey control.
 PT0638
 PT0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0638.See file dsdata.pdf to determine how the superseded data were derived.
 PT0638
 PT0638_MARKER: DB = BENCH MARK DISK
 PT0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0638_STAMPING: R 126 1934
 PT0638_MARK LOGO: CGS
 PT0638_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0638+STABILITY: SURFACE MOTION
 PT0638
 PT0638  HISTORY     - Date     Condition        Report By
 PT0638  HISTORY     - 1934     MONUMENTED       CGS
 PT0638  HISTORY     - 1962     GOOD             CGS
 PT0638
 PT0638                          STATION DESCRIPTION
 PT0638
 PT0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0638'14 MI SE FROM HOWES.
 PT0638'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0638'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0638'34 AND 73, THENCE 13.5 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0638'WAS FORMERLY HIGHWAY 34 AND 73, 135 FEET SOUTHWEST OF THE CREST OF
 PT0638'A HILL, 112 FEET SOUTH OF A FENCE CORNER, 59 FEET EAST OF THE
 PT0638'CENTERLINE OF THE ROAD, 44 FEET WEST OF A FENCE, 1.7 FEET WEST
 PT0638'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PT0638'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0638'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1195 ***********************************************************************
 PU1195  DESIGNATION -  R 128
 PU1195  PID         -  PU1195
 PU1195  STATE/COUNTY-  SD/MEADE
 PU1195  COUNTRY     -  US
 PU1195  USGS QUAD   -  VOLUNTEER (2017)
 PU1195
 PU1195                         *CURRENT SURVEY CONTROL
 PU1195  ______________________________________________________________________
 PU1195* NAD 83(1986) POSITION- 44 30 05.     (N) 103 11 09.     (W)   SCALED
 PU1195* NAVD 88 ORTHO HEIGHT -   820.477 (meters)     2691.85  (feet) POSTED
 PU1195  ______________________________________________________________________
 PU1195  GEOID HEIGHT    -        -16.815 (meters)                     GEOID18
 PU1195  DYNAMIC HEIGHT  -        820.25  (meters)     2691.1   (feet) COMP
 PU1195  MODELED GRAVITY -    980,318.5   (mgal)                       NAVD 88
 PU1195
 PU1195  VERT ORDER      -  * POSTED, SEE BELOW
 PU1195
 PU1195.The horizontal coordinates were scaled from a map and have
 PU1195.an estimated accuracy of +/- 6 seconds.
 PU1195
 PU1195.The orthometric height was determined by differential leveling
 PU1195.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1195
 PU1195.* This is a POSTED BENCH MARK height.
 PU1195
 PU1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1195.GEOID18 height accuracy estimate available here.
 PU1195
 PU1195.Click photographs - Photos may exist for this station.
 PU1195
 PU1195.The dynamic height is computed by dividing the NAVD 88
 PU1195.geopotential number by the normal gravity value computed on the
 PU1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1195.degrees latitude (g = 980.6199 gals.).
 PU1195
 PU1195.The modeled gravity was interpolated from observed gravity values.
 PU1195
 PU1195;                    North         East    Units  Estimated Accuracy
 PU1195;SPC SD N     -    79,220.      346,710.      MT  (+/- 180 meters Scaled)
 PU1195
 PU1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK442291(NAD 83)
 PU1195
 PU1195                          SUPERSEDED SURVEY CONTROL
 PU1195
 PU1195  NGVD 29 (??/??/92)  820.06   (m)         2690.5    (f) COMPUTED    2 0
 PU1195
 PU1195.Superseded values are not recommended for survey control.
 PU1195
 PU1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1195.See file dsdata.pdf to determine how the superseded data were derived.
 PU1195
 PU1195_MARKER: DB = BENCH MARK DISK
 PU1195_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1195_STAMPING: R 128 1934
 PU1195_MARK LOGO: CGS
 PU1195_PROJECTION: PROJECTING 20 CENTIMETERS
 PU1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1195
 PU1195  HISTORY     - Date     Condition        Report By
 PU1195  HISTORY     - 1934     MONUMENTED       CGS
 PU1195  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1195
 PU1195                          STATION DESCRIPTION
 PU1195
 PU1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1195'19.5 MI E FROM STURGIS.
 PU1195'19.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1195'AT STURGIS, 2.9 MILES WEST OF THE BRIDGE OVER BELLE FOURCHE
 PU1195'RIVER, 19 FEET EAST OF THE CENTERLINE OF A SECTION CROSS ROAD,
 PU1195'40 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.1 FEET SOUTH
 PU1195'OF A CORNER FENCE POST, AND 2 FEET WEST OF A FENCE.  A STANDARD
 PU1195'DISK, STAMPED R 128 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU1195'PROJECTING 8 INCHES ABOVE GROUND.
 PU1195
 PU1195                          STATION RECOVERY (1963)
 PU1195
 PU1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0302 ***********************************************************************
 PU0302  DESIGNATION -  R 129
 PU0302  PID         -  PU0302
 PU0302  STATE/COUNTY-  SD/MEADE
 PU0302  COUNTRY     -  US
 PU0302  USGS QUAD   -  WASTA NW (2017)
 PU0302
 PU0302                         *CURRENT SURVEY CONTROL
 PU0302  ______________________________________________________________________
 PU0302* NAD 83(1986) POSITION- 44 14 14.40   (N) 102 29 34.66   (W)   HD_HELD1
 PU0302* NAVD 88 ORTHO HEIGHT -   782.362 (meters)     2566.80  (feet) ADJUSTED
 PU0302  ______________________________________________________________________
 PU0302  GEOID HEIGHT    -        -18.618 (meters)                     GEOID18
 PU0302  DYNAMIC HEIGHT  -        782.143 (meters)     2566.08  (feet) COMP
 PU0302  MODELED GRAVITY -    980,311.6   (mgal)                       NAVD 88
 PU0302
 PU0302  VERT ORDER      -  SECOND    CLASS 0
 PU0302
 PU0302.The horizontal coordinates were determined by differentially corrected
 PU0302.hand held GPS observations or other comparable positioning techniques
 PU0302.and have an estimated accuracy of +/- 3 meters.
 PU0302
 PU0302.The orthometric height was determined by differential leveling and
 PU0302.adjusted by the NATIONAL GEODETIC SURVEY
 PU0302.in June 1991.
 PU0302
 PU0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0302.GEOID18 height accuracy estimate available here.
 PU0302
 PU0302.Click photographs - Photos may exist for this station.
 PU0302
 PU0302.The dynamic height is computed by dividing the NAVD 88
 PU0302.geopotential number by the normal gravity value computed on the
 PU0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0302.degrees latitude (g = 980.6199 gals.).
 PU0302
 PU0302.The modeled gravity was interpolated from observed gravity values.
 PU0302
 PU0302;                    North         East    Units  Estimated Accuracy
 PU0302;SPC SD N     -    47,960.2     400,871.5     MT  (+/- 3 meters HH1 GPS) 
 PU0302
 PU0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0019801290(NAD 83)
 PU0302
 PU0302                          SUPERSEDED SURVEY CONTROL
 PU0302
 PU0302  NGVD 29 (??/??/92)  781.905  (m)         2565.30   (f) ADJ UNCH    2 0
 PU0302
 PU0302.Superseded values are not recommended for survey control.
 PU0302
 PU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0302.See file dsdata.pdf to determine how the superseded data were derived.
 PU0302
 PU0302_MARKER: DB = BENCH MARK DISK
 PU0302_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0302_STAMPING: R 129 1934
 PU0302_MARK LOGO: CGS
 PU0302_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0302
 PU0302  HISTORY     - Date     Condition        Report By
 PU0302  HISTORY     - 1934     MONUMENTED       CGS
 PU0302  HISTORY     - 1953     GOOD             CGS
 PU0302
 PU0302                          STATION DESCRIPTION
 PU0302
 PU0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PU0302'13.2 MI N FROM WASTA.
 PU0302'IN MEADE COUNTY, 13.2 MILES NORTH ALONG THE COUNTY ROAD LEADING
 PU0302'TO ENNING FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT
 PU0302'WASTA, PENNINGTON COUNTY, ABOUT 1 MILE SOUTH OF THE BRIDGE
 PU0302'OVER ELK CREEK, ON THE TOP OF A KNOLL FORMING PART OF A HILL
 PU0302'SLOPING DOWN TO ELK CREEK, 30 FEET NORTHWEST OF THE SOUTHEAST
 PU0302'EDGE OF THE KNOLL, 15 YARDS NORTHEAST OF THE SOUTHWEST EDGE, 10
 PU0302'FEET SOUTHEAST OF THE NORTHWEST EDGE, 40 FEET WEST OF THE
 PU0302'CENTERLINE OF THE ROAD, AND 4.7 FEET WEST OF A FENCE LINE ALONG
 PU0302'THE ROAD.  A STANDARD DISK, STAMPED R 129 1934 AND SET IN THE
 PU0302'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0119 ***********************************************************************
 PT0119  DESIGNATION -  R 13
 PT0119  PID         -  PT0119
 PT0119  STATE/COUNTY-  SD/STANLEY
 PT0119  COUNTRY     -  US
 PT0119  USGS QUAD   -  PIERRE (2017)
 PT0119
 PT0119                         *CURRENT SURVEY CONTROL
 PT0119  ______________________________________________________________________
 PT0119* NAD 83(1986) POSITION- 44 17 55.     (N) 100 20 07.     (W)   SCALED
 PT0119* NAVD 88 ORTHO HEIGHT -   552.417 (meters)     1812.39  (feet) ADJUSTED
 PT0119  ______________________________________________________________________
 PT0119  GEOID HEIGHT    -        -23.681 (meters)                     GEOID18
 PT0119  DYNAMIC HEIGHT  -        552.294 (meters)     1811.98  (feet) COMP
 PT0119  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 PT0119
 PT0119  VERT ORDER      -  FIRST     CLASS II
 PT0119
 PT0119.The horizontal coordinates were scaled from a map and have
 PT0119.an estimated accuracy of +/- 6 seconds.
 PT0119
 PT0119.The orthometric height was determined by differential leveling and
 PT0119.adjusted by the NATIONAL GEODETIC SURVEY
 PT0119.in June 1991.
 PT0119
 PT0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0119.GEOID18 height accuracy estimate available here.
 PT0119
 PT0119.Click photographs - Photos may exist for this station.
 PT0119
 PT0119.The dynamic height is computed by dividing the NAVD 88
 PT0119.geopotential number by the normal gravity value computed on the
 PT0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0119.degrees latitude (g = 980.6199 gals.).
 PT0119
 PT0119.The modeled gravity was interpolated from observed gravity values.
 PT0119
 PT0119;                    North         East    Units  Estimated Accuracy
 PT0119;SPC SD S     -   218,330.      599,850.      MT  (+/- 180 meters Scaled)
 PT0119
 PT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ934059(NAD 83)
 PT0119
 PT0119                          SUPERSEDED SURVEY CONTROL
 PT0119
 PT0119  NGVD 29 (??/??/92)  552.031  (m)         1811.12   (f) ADJ UNCH    1 2
 PT0119
 PT0119.Superseded values are not recommended for survey control.
 PT0119
 PT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0119.See file dsdata.pdf to determine how the superseded data were derived.
 PT0119
 PT0119_MARKER: DB = BENCH MARK DISK
 PT0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0119_STAMPING: R 13 1926 1811.122
 PT0119_MARK LOGO: CGS
 PT0119_PROJECTION: FLUSH
 PT0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0119+STABILITY: SURFACE MOTION
 PT0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0119+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 PT0119
 PT0119  HISTORY     - Date     Condition        Report By
 PT0119  HISTORY     - 1926     MONUMENTED       CGS
 PT0119  HISTORY     - 1941     GOOD             CGS
 PT0119  HISTORY     - 19861110 GOOD             NGS
 PT0119
 PT0119                          STATION DESCRIPTION
 PT0119
 PT0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PT0119'4.7 MI S FROM FORT PIERRE.
 PT0119'4.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM FORT PIERRE, STANLEY
 PT0119'COUNTY, AT THE TOP OF A HILL, 69 FEET EAST OF THE CENTER LINE
 PT0119'OF THE HIGHWAY, 16 FEET EAST OF A FENCE CORNER, AND 3.5 FEET
 PT0119'SOUTH OF A SECTION-LINE FENCE.  A STANDARD DISK, STAMPED 1811.122
 PT0119'R 13 1926 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 PT0119'THE GROUND.
 PT0119
 PT0119                          STATION RECOVERY (1986)
 PT0119
 PT0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0119'0.6 KM (0.35 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE IN
 PT0119'FORT PIERRE, THEN FROM THE HIGHWAY 83 BAD RIVER BRIDGE CONTINUE SOUTH
 PT0119'4.32 KM (2.70 MI) ALONG 83, 47.55 M (156.0 FT) EAST FROM THE
 PT0119'CENTERLINE OF 83, 0.91 M (3.0 FT) SOUTH FROM A SECTION LINE FENCE,
 PT0119'0.91 M (3.0 FT) SOUTH FROM A WITNESS POST, IN THE TOP OF A CONCRETE
 PT0119'POST THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0068 ***********************************************************************
 OT0068  DESIGNATION -  R 130
 OT0068  PID         -  OT0068
 OT0068  STATE/COUNTY-  SD/PENNINGTON
 OT0068  COUNTRY     -  US
 OT0068  USGS QUAD   -  WALL SW (2017)
 OT0068
 OT0068                         *CURRENT SURVEY CONTROL
 OT0068  ______________________________________________________________________
 OT0068* NAD 83(1986) POSITION- 43 48 45.     (N) 102 09 55.     (W)   SCALED
 OT0068* NAVD 88 ORTHO HEIGHT -   863.183 (meters)     2831.96  (feet) ADJUSTED
 OT0068  ______________________________________________________________________
 OT0068  GEOID HEIGHT    -        -19.300 (meters)                     GEOID18
 OT0068  DYNAMIC HEIGHT  -        862.903 (meters)     2831.04  (feet) COMP
 OT0068  MODELED GRAVITY -    980,265.8   (mgal)                       NAVD 88
 OT0068
 OT0068  VERT ORDER      -  SECOND    CLASS 0
 OT0068
 OT0068.The horizontal coordinates were scaled from a map and have
 OT0068.an estimated accuracy of +/- 6 seconds.
 OT0068
 OT0068.The orthometric height was determined by differential leveling and
 OT0068.adjusted by the NATIONAL GEODETIC SURVEY
 OT0068.in June 1991.
 OT0068
 OT0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0068.GEOID18 height accuracy estimate available here.
 OT0068
 OT0068.Click photographs - Photos may exist for this station.
 OT0068
 OT0068.The dynamic height is computed by dividing the NAVD 88
 OT0068.geopotential number by the normal gravity value computed on the
 OT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0068.degrees latitude (g = 980.6199 gals.).
 OT0068
 OT0068.The modeled gravity was interpolated from observed gravity values.
 OT0068
 OT0068;                    North         East    Units  Estimated Accuracy
 OT0068;SPC SD S     -   165,950.      452,630.      MT  (+/- 180 meters Scaled)
 OT0068
 OT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ279549(NAD 83)
 OT0068
 OT0068                          SUPERSEDED SURVEY CONTROL
 OT0068
 OT0068  NGVD 29 (??/??/92)  862.71   (m)         2830.4    (f) COMPUTED    2 0
 OT0068
 OT0068.Superseded values are not recommended for survey control.
 OT0068
 OT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0068.See file dsdata.pdf to determine how the superseded data were derived.
 OT0068
 OT0068_MARKER: DB = BENCH MARK DISK
 OT0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0068_STAMPING: R 130 1934
 OT0068_MARK LOGO: CGS
 OT0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0068+STABILITY: SURFACE MOTION
 OT0068
 OT0068  HISTORY     - Date     Condition        Report By
 OT0068  HISTORY     - 1934     MONUMENTED       CGS
 OT0068  HISTORY     - 1958     MARK NOT FOUND   CGS
 OT0068  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0068
 OT0068                          STATION DESCRIPTION
 OT0068
 OT0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OT0068'15.5 MI S FROM WALL.
 OT0068'15.5 MILES SOUTH ALONG THE ROAD LEADING TO INTERIOR FROM THE
 OT0068'CHICAGO AND NORTH WESTERN RAILWAY STATION AT WALL, PENNINGTON
 OT0068'COUNTY, 100 YARDS NORTHWEST OF A SHORT STEEP CUT LEADING SOUTH
 OT0068'TO THE BADLANDS, 80 YARDS SOUTHEAST OF A CURVE FROM THE SOUTH
 OT0068'TO THE SOUTHEAST, AND 41 FEET SOUTHWEST OF THE CENTERLINE OF
 OT0068'THE ROAD.  A STANDARD DISK, STAMPED R 130 1934 AND SET IN THE
 OT0068'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OT0068
 OT0068                          STATION RECOVERY (1962)
 OT0068
 OT0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0626 ***********************************************************************
 PU0626  DESIGNATION -  R 131
 PU0626  PID         -  PU0626
 PU0626  STATE/COUNTY-  SD/PENNINGTON
 PU0626  COUNTRY     -  US
 PU0626  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0626
 PU0626                         *CURRENT SURVEY CONTROL
 PU0626  ______________________________________________________________________
 PU0626* NAD 83(1986) POSITION- 44 05 33.89   (N) 102 52 11.07   (W)   HD_HELD1
 PU0626* NAVD 88 ORTHO HEIGHT -   874.972 (meters)     2870.64  (feet) ADJUSTED
 PU0626  ______________________________________________________________________
 PU0626  GEOID HEIGHT    -        -17.389 (meters)                     GEOID18
 PU0626  DYNAMIC HEIGHT  -        874.695 (meters)     2869.73  (feet) COMP
 PU0626  MODELED GRAVITY -    980,273.3   (mgal)                       NAVD 88
 PU0626
 PU0626  VERT ORDER      -  SECOND    CLASS 0
 PU0626
 PU0626.The horizontal coordinates were determined by differentially corrected
 PU0626.hand held GPS observations or other comparable positioning techniques
 PU0626.and have an estimated accuracy of +/- 3 meters.
 PU0626
 PU0626.The orthometric height was determined by differential leveling and
 PU0626.adjusted by the NATIONAL GEODETIC SURVEY
 PU0626.in June 1991.
 PU0626
 PU0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0626.GEOID18 height accuracy estimate available here.
 PU0626
 PU0626.Click photographs - Photos may exist for this station.
 PU0626
 PU0626.The dynamic height is computed by dividing the NAVD 88
 PU0626.geopotential number by the normal gravity value computed on the
 PU0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0626.degrees latitude (g = 980.6199 gals.).
 PU0626
 PU0626.The modeled gravity was interpolated from observed gravity values.
 PU0626
 PU0626;                    North         East    Units  Estimated Accuracy
 PU0626;SPC SD S     -   198,560.8     396,925.0     MT  (+/- 3 meters HH1 GPS) 
 PU0626
 PU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7052684380(NAD 83)
 PU0626
 PU0626                          SUPERSEDED SURVEY CONTROL
 PU0626
 PU0626  NGVD 29 (??/??/92)  874.504  (m)         2869.10   (f) ADJ UNCH    2 0
 PU0626
 PU0626.Superseded values are not recommended for survey control.
 PU0626
 PU0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0626.See file dsdata.pdf to determine how the superseded data were derived.
 PU0626
 PU0626_MARKER: DB = BENCH MARK DISK
 PU0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0626_STAMPING: R 131 1934
 PU0626_MARK LOGO: CGS
 PU0626_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0626+STABILITY: SURFACE MOTION
 PU0626
 PU0626  HISTORY     - Date     Condition        Report By
 PU0626  HISTORY     - 1934     MONUMENTED       CGS
 PU0626
 PU0626                          STATION DESCRIPTION
 PU0626
 PU0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0626'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0626'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 0.25 MILE EAST
 PU0626'OF MILEPOST 631, 169 YARDS EAST OF BRIDGE 1919, 67 FEET NORTHEAST
 PU0626'OF THE CENTER OF THE CROSSING OF A SECTION ROAD, 47.8 FEET NORTH
 PU0626'OF THE NORTH RAIL, 44 FEET WEST OF THE CENTERLINE OF THE SECTION
 PU0626'ROAD, 9 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER, 2 FEET SOUTH
 PU0626'OF THE FENCE LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0626'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0237 ***********************************************************************
 OT0237  DESIGNATION -  R 132
 OT0237  PID         -  OT0237
 OT0237  STATE/COUNTY-  SD/SHANNON
 OT0237  COUNTRY     -  US
 OT0237  USGS QUAD   -  ROCKYFORD (2017)
 OT0237
 OT0237                         *CURRENT SURVEY CONTROL
 OT0237  ______________________________________________________________________
 OT0237* NAD 83(1986) POSITION- 43 25 46.     (N) 102 31 29.     (W)   SCALED
 OT0237* NAVD 88 ORTHO HEIGHT -   840.542 (meters)     2757.68  (feet) ADJUSTED
 OT0237  ______________________________________________________________________
 OT0237  GEOID HEIGHT    -        -18.290 (meters)                     GEOID18
 OT0237  DYNAMIC HEIGHT  -        840.237 (meters)     2756.68  (feet) COMP
 OT0237  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 OT0237
 OT0237  VERT ORDER      -  SECOND    CLASS 0
 OT0237
 OT0237.The horizontal coordinates were scaled from a map and have
 OT0237.an estimated accuracy of +/- 6 seconds.
 OT0237
 OT0237.The orthometric height was determined by differential leveling and
 OT0237.adjusted by the NATIONAL GEODETIC SURVEY
 OT0237.in June 1991.
 OT0237
 OT0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0237.GEOID18 height accuracy estimate available here.
 OT0237
 OT0237.Click photographs - Photos may exist for this station.
 OT0237
 OT0237.The dynamic height is computed by dividing the NAVD 88
 OT0237.geopotential number by the normal gravity value computed on the
 OT0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0237.degrees latitude (g = 980.6199 gals.).
 OT0237
 OT0237.The modeled gravity was interpolated from observed gravity values.
 OT0237
 OT0237;                    North         East    Units  Estimated Accuracy
 OT0237;SPC SD S     -   124,110.      422,600.      MT  (+/- 180 meters Scaled)
 OT0237
 OT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ003114(NAD 83)
 OT0237
 OT0237                          SUPERSEDED SURVEY CONTROL
 OT0237
 OT0237  NGVD 29 (??/??/92)  840.104  (m)         2756.24   (f) ADJ UNCH    2 0
 OT0237
 OT0237.Superseded values are not recommended for survey control.
 OT0237
 OT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0237.See file dsdata.pdf to determine how the superseded data were derived.
 OT0237
 OT0237_MARKER: DB = BENCH MARK DISK
 OT0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0237_STAMPING: R 132 1934
 OT0237_MARK LOGO: CGS
 OT0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0237+STABILITY: SURFACE MOTION
 OT0237
 OT0237  HISTORY     - Date     Condition        Report By
 OT0237  HISTORY     - 1934     MONUMENTED       CGS
 OT0237  HISTORY     - 1948     GOOD             CGS
 OT0237
 OT0237                          STATION DESCRIPTION
 OT0237
 OT0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OT0237'27.1 MI S FROM SCENIC.
 OT0237'IN SHANNON COUNTY, 27.1 MILES SOUTH ALONG THE ROAD LEADING
 OT0237'TO MANDERSON AND BRENNAN FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0237'AND PACIFIC RAILROAD STATION AT SCENIC, PENNINGTON COUNTY,
 OT0237'100 YARDS NORTH OF A SMALL CREEK, AND 22 FEET WEST OF THE
 OT0237'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED R 132 1934
 OT0237'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OT0237'ABOVE GROUND.  NOTE-- BRENNAN NOW KNOWN AS WOUNDED KNEE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0376 ***********************************************************************
 OT0376  DESIGNATION -  R 133
 OT0376  PID         -  OT0376
 OT0376  STATE/COUNTY-  SD/CUSTER
 OT0376  COUNTRY     -  US
 OT0376  USGS QUAD   -  BUFFALO GAP (2017)
 OT0376
 OT0376                         *CURRENT SURVEY CONTROL
 OT0376  ______________________________________________________________________
 OT0376* NAD 83(1986) POSITION- 43 29 18.     (N) 103 18 38.     (W)   SCALED
 OT0376* NAVD 88 ORTHO HEIGHT -   990.780 (meters)     3250.58  (feet) ADJUSTED
 OT0376  ______________________________________________________________________
 OT0376  GEOID HEIGHT    -        -16.103 (meters)                     GEOID18
 OT0376  DYNAMIC HEIGHT  -        990.385 (meters)     3249.29  (feet) COMP
 OT0376  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 OT0376
 OT0376  VERT ORDER      -  FIRST     CLASS II
 OT0376
 OT0376.The horizontal coordinates were scaled from a map and have
 OT0376.an estimated accuracy of +/- 6 seconds.
 OT0376
 OT0376.The orthometric height was determined by differential leveling and
 OT0376.adjusted by the NATIONAL GEODETIC SURVEY
 OT0376.in June 1991.
 OT0376
 OT0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0376.GEOID18 height accuracy estimate available here.
 OT0376
 OT0376.Click photographs - Photos may exist for this station.
 OT0376
 OT0376.The dynamic height is computed by dividing the NAVD 88
 OT0376.geopotential number by the normal gravity value computed on the
 OT0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0376.degrees latitude (g = 980.6199 gals.).
 OT0376
 OT0376.The modeled gravity was interpolated from observed gravity values.
 OT0376
 OT0376;                    North         East    Units  Estimated Accuracy
 OT0376;SPC SD S     -   132,630.      359,240.      MT  (+/- 180 meters Scaled)
 OT0376
 OT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ366164(NAD 83)
 OT0376
 OT0376                          SUPERSEDED SURVEY CONTROL
 OT0376
 OT0376  NGVD 29 (??/??/92)  990.294  (m)         3248.99   (f) ADJ UNCH    1 2
 OT0376
 OT0376.Superseded values are not recommended for survey control.
 OT0376
 OT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0376.See file dsdata.pdf to determine how the superseded data were derived.
 OT0376
 OT0376_MARKER: DB = BENCH MARK DISK
 OT0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0376_STAMPING: R 133 1934
 OT0376_MARK LOGO: CGS
 OT0376_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0376+STABILITY: SURFACE MOTION
 OT0376
 OT0376  HISTORY     - Date     Condition        Report By
 OT0376  HISTORY     - 1934     MONUMENTED       CGS
 OT0376  HISTORY     - 1963     GOOD             CGS
 OT0376
 OT0376                          STATION DESCRIPTION
 OT0376
 OT0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0376'0.4 MI SE FROM BUFFALO GAP.
 OT0376'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0376'BANK AT BUFFALO GAP, THENCE 0.25 MILE SOUTH ALONG THE CHICAGO
 OT0376'AND NORTH WESTERN RAILWAY, 9 POLES SOUTH OF A CROSSING OF THE
 OT0376'RAILROAD AND A ROAD, IN SECTION 32, T 6 S, R 7 E, 35 FEET
 OT0376'EAST-NORTHEAST OF THE EAST END OF A CONCRETE CULVERT, 52 FEET
 OT0376'EAST OF THE EAST RAIL, 5 FEET NORTHEAST OF A FENCE CORNER, 3
 OT0376'FEET NORTH OF A FENCE, 2.3 FEET NORTH OF A METAL WITNESS POST,
 OT0376'ABOUT 6 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OT0376'OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0214 ***********************************************************************
 OT0214  DESIGNATION -  R 134
 OT0214  PID         -  OT0214
 OT0214  STATE/COUNTY-  SD/SHANNON
 OT0214  COUNTRY     -  US
 OT0214  USGS QUAD   -  MANDERSON SW (2017)
 OT0214
 OT0214                         *CURRENT SURVEY CONTROL
 OT0214  ______________________________________________________________________
 OT0214* NAD 83(1986) POSITION- 43 02 48.     (N) 102 22 38.     (W)   SCALED
 OT0214* NAVD 88 ORTHO HEIGHT -  1038.913 (meters)     3408.50  (feet) ADJUSTED
 OT0214  ______________________________________________________________________
 OT0214  GEOID HEIGHT    -        -18.367 (meters)                     GEOID18
 OT0214  DYNAMIC HEIGHT  -       1038.443 (meters)     3406.96  (feet) COMP
 OT0214  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 OT0214
 OT0214  VERT ORDER      -  SECOND    CLASS 0
 OT0214
 OT0214.The horizontal coordinates were scaled from a map and have
 OT0214.an estimated accuracy of +/- 6 seconds.
 OT0214
 OT0214.The orthometric height was determined by differential leveling and
 OT0214.adjusted by the NATIONAL GEODETIC SURVEY
 OT0214.in June 1991.
 OT0214
 OT0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0214.GEOID18 height accuracy estimate available here.
 OT0214
 OT0214.Click photographs - Photos may exist for this station.
 OT0214
 OT0214.The dynamic height is computed by dividing the NAVD 88
 OT0214.geopotential number by the normal gravity value computed on the
 OT0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0214.degrees latitude (g = 980.6199 gals.).
 OT0214
 OT0214.The modeled gravity was interpolated from observed gravity values.
 OT0214
 OT0214;                    North         East    Units  Estimated Accuracy
 OT0214;SPC SD S     -    81,290.      433,490.      MT  (+/- 180 meters Scaled)
 OT0214
 OT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH136693(NAD 83)
 OT0214
 OT0214                          SUPERSEDED SURVEY CONTROL
 OT0214
 OT0214  NGVD 29 (??/??/92) 1038.405  (m)         3406.83   (f) ADJ UNCH    2 0
 OT0214
 OT0214.Superseded values are not recommended for survey control.
 OT0214
 OT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0214.See file dsdata.pdf to determine how the superseded data were derived.
 OT0214
 OT0214_MARKER: DB = BENCH MARK DISK
 OT0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0214_STAMPING: R 134 1934
 OT0214_MARK LOGO: CGS
 OT0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0214+STABILITY: SURFACE MOTION
 OT0214
 OT0214  HISTORY     - Date     Condition        Report By
 OT0214  HISTORY     - 1934     MONUMENTED       CGS
 OT0214  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0214
 OT0214                          STATION DESCRIPTION
 OT0214
 OT0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0214'7 MI S FROM BRENNAN.
 OT0214'7 MILES SOUTH ALONG U.S. HIGHWAY 18 FROM THE POST OFFICE AT
 OT0214'BRENNAN, SHANNON COUNTY, AT A TURN FROM SOUTH TO WEST, 37 FEET
 OT0214'NORTH OF THE CENTERLINE OF A SECTION ROAD LEADING EAST, 46 FEET
 OT0214'EAST OF THE PROLONGATION OF THE NORTH-AND-SOUTH PORTION OF THE
 OT0214'HIGHWAY, 4.7 FEET NORTHWEST OF A FENCE CORNER, AND 1.6 FEET WEST
 OT0214'OF THE FENCE LINE.  A STANDARD DISK, STAMPED R 134 1934 AND SET
 OT0214'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OT0214'NOTE-- BRENNAN IS NOW SHOWN ON MAPS AS WOUNDED KNEE.
 OT0214
 OT0214                          STATION RECOVERY (1966)
 OT0214
 OT0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0421 ***********************************************************************
 OT0421  DESIGNATION -  R 135
 OT0421  PID         -  OT0421
 OT0421  STATE/COUNTY-  SD/FALL RIVER
 OT0421  COUNTRY     -  US
 OT0421  USGS QUAD   -  OELRICHS NE (2017)
 OT0421
 OT0421                         *CURRENT SURVEY CONTROL
 OT0421  ______________________________________________________________________
 OT0421* NAD 83(1986) POSITION- 43 13 01.     (N) 103 03 38.     (W)   SCALED
 OT0421* NAVD 88 ORTHO HEIGHT -   942.758 (meters)     3093.03  (feet) ADJUSTED
 OT0421  ______________________________________________________________________
 OT0421  GEOID HEIGHT    -        -17.341 (meters)                     GEOID18
 OT0421  DYNAMIC HEIGHT  -        942.359 (meters)     3091.72  (feet) COMP
 OT0421  MODELED GRAVITY -    980,165.4   (mgal)                       NAVD 88
 OT0421
 OT0421  VERT ORDER      -  SECOND    CLASS 0
 OT0421
 OT0421.The horizontal coordinates were scaled from a map and have
 OT0421.an estimated accuracy of +/- 6 seconds.
 OT0421
 OT0421.The orthometric height was determined by differential leveling and
 OT0421.adjusted by the NATIONAL GEODETIC SURVEY
 OT0421.in June 1991.
 OT0421
 OT0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0421.GEOID18 height accuracy estimate available here.
 OT0421
 OT0421.Click photographs - Photos may exist for this station.
 OT0421
 OT0421.The dynamic height is computed by dividing the NAVD 88
 OT0421.geopotential number by the normal gravity value computed on the
 OT0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0421.degrees latitude (g = 980.6199 gals.).
 OT0421
 OT0421.The modeled gravity was interpolated from observed gravity values.
 OT0421
 OT0421;                    North         East    Units  Estimated Accuracy
 OT0421;SPC SD S     -   101,800.      378,460.      MT  (+/- 180 meters Scaled)
 OT0421
 OT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH575867(NAD 83)
 OT0421
 OT0421                          SUPERSEDED SURVEY CONTROL
 OT0421
 OT0421  NGVD 29 (??/??/92)  942.244  (m)         3091.35   (f) ADJ UNCH    2 0
 OT0421
 OT0421.Superseded values are not recommended for survey control.
 OT0421
 OT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0421.See file dsdata.pdf to determine how the superseded data were derived.
 OT0421
 OT0421_MARKER: DB = BENCH MARK DISK
 OT0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0421_STAMPING: R 135 1934
 OT0421_MARK LOGO: CGS
 OT0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0421+STABILITY: SURFACE MOTION
 OT0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0421+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0421
 OT0421  HISTORY     - Date     Condition        Report By
 OT0421  HISTORY     - 1934     MONUMENTED       CGS
 OT0421  HISTORY     - 19930919 GOOD             NGS
 OT0421
 OT0421                          STATION DESCRIPTION
 OT0421
 OT0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0421'10.5 MI E FROM OELRICHS.
 OT0421'10.5 MILES EAST ALONG STATE HIGHWAY 52 FROM THE CHICAGO AND
 OT0421'NORTH WESTERN RAILWAY STATION AT OELRICHS, FALL RIVER COUNTY,
 OT0421'AT A QUARTER-SECTION LINE, 56 YARDS EAST OF A CORRUGATED-IRON
 OT0421'PIPE CULVERT, 34 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OT0421'3 FEET WEST OF A FENCE LINE LEADING NORTH, AND 1 FOOT SOUTH OF
 OT0421'A FENCE LINE ALONG THE HIGHWAY.  A STANDARD DISK, STAMPED R 135
 OT0421'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 OT0421'ABOVE GROUND.
 OT0421
 OT0421                          STATION RECOVERY (1993)
 OT0421
 OT0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0421'8.8 KM (5.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0421'U.S. HIGHWAY 385 IN OELRICHS, THENCE 8.7 KM (5.40 MI) NORTH AND EAST
 OT0421'ALONG A DIRT ROAD, 9.8 M (32.2 FT) NORTH OF A U.S. FOREST SERVICE
 OT0421'WITNESS POST, 7.8 M (25.6 FT) NORTH OF THE ROAD CENTER, 1.5 M (4.9
 OT0421'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 OT0421'M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0047 ***********************************************************************
 OS0047  DESIGNATION -  R 137
 OS0047  PID         -  OS0047
 OS0047  STATE/COUNTY-  SD/MELLETTE
 OS0047  COUNTRY     -  US
 OS0047  USGS QUAD   -  MOSHER (2017)
 OS0047
 OS0047                         *CURRENT SURVEY CONTROL
 OS0047  ______________________________________________________________________
 OS0047* NAD 83(1986) POSITION- 43 27 51.     (N) 100 19 49.     (W)   SCALED
 OS0047* NAVD 88 ORTHO HEIGHT -   638.680 (meters)     2095.40  (feet) ADJUSTED
 OS0047  ______________________________________________________________________
 OS0047  GEOID HEIGHT    -        -24.627 (meters)                     GEOID18
 OS0047  DYNAMIC HEIGHT  -        638.451 (meters)     2094.65  (feet) COMP
 OS0047  MODELED GRAVITY -    980,241.1   (mgal)                       NAVD 88
 OS0047
 OS0047  VERT ORDER      -  SECOND    CLASS 0
 OS0047
 OS0047.The horizontal coordinates were scaled from a map and have
 OS0047.an estimated accuracy of +/- 6 seconds.
 OS0047
 OS0047.The orthometric height was determined by differential leveling and
 OS0047.adjusted by the NATIONAL GEODETIC SURVEY
 OS0047.in June 1991.
 OS0047
 OS0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0047.GEOID18 height accuracy estimate available here.
 OS0047
 OS0047.Click photographs - Photos may exist for this station.
 OS0047
 OS0047.The dynamic height is computed by dividing the NAVD 88
 OS0047.geopotential number by the normal gravity value computed on the
 OS0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0047.degrees latitude (g = 980.6199 gals.).
 OS0047
 OS0047.The modeled gravity was interpolated from observed gravity values.
 OS0047
 OS0047;                    North         East    Units  Estimated Accuracy
 OS0047;SPC SD S     -   125,630.      600,250.      MT  (+/- 180 meters Scaled)
 OS0047
 OS0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP923132(NAD 83)
 OS0047
 OS0047                          SUPERSEDED SURVEY CONTROL
 OS0047
 OS0047  NGVD 29 (??/??/92)  638.283  (m)         2094.10   (f) ADJ UNCH    2 0
 OS0047
 OS0047.Superseded values are not recommended for survey control.
 OS0047
 OS0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0047.See file dsdata.pdf to determine how the superseded data were derived.
 OS0047
 OS0047_MARKER: DB = BENCH MARK DISK
 OS0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0047_STAMPING: R 137 1934
 OS0047_MARK LOGO: CGS
 OS0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0047+STABILITY: SURFACE MOTION
 OS0047
 OS0047  HISTORY     - Date     Condition        Report By
 OS0047  HISTORY     - 1934     MONUMENTED       CGS
 OS0047  HISTORY     - 1978     MARK NOT FOUND   USGS
 OS0047
 OS0047                          STATION DESCRIPTION
 OS0047
 OS0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0047'1.6 MI W FROM MOSHER.
 OS0047'LOCATED 1.6 MILES WEST OF THE STATION ALONG CHICAGO AND NORTH
 OS0047'WESTERN RWY.  AT MOSHER, 191 FEET EAST OF CENTERLINE OF A ROAD
 OS0047'CROSSING THE TRACKS, 128.5 FEET NORTHWEST OF NORTHWEST CORNER
 OS0047'OF A WOOD TRESTLE 448, 69.8 FEET NORTH OF NORTH RAIL, 2 FEET
 OS0047'SOUTH OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 OS0047'POST 6 INCHES HIGH, STAMPED R 137 1934.
 OS0047
 OS0047                          STATION RECOVERY (1978)
 OS0047
 OS0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OS0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0720 ***********************************************************************
 OR0720  DESIGNATION -  R 138
 OR0720  PID         -  OR0720
 OR0720  STATE/COUNTY-  SD/TRIPP
 OR0720  COUNTRY     -  US
 OR0720  USGS QUAD   -  DALLAS NW (2017)
 OR0720
 OR0720                         *CURRENT SURVEY CONTROL
 OR0720  ______________________________________________________________________
 OR0720* NAD 83(1986) POSITION- 43 14 10.     (N) 099 38 44.     (W)   SCALED
 OR0720* NAVD 88 ORTHO HEIGHT -   673.907 (meters)     2210.98  (feet) ADJUSTED
 OR0720  ______________________________________________________________________
 OR0720  GEOID HEIGHT    -        -25.293 (meters)                     GEOID18
 OR0720  DYNAMIC HEIGHT  -        673.652 (meters)     2210.14  (feet) COMP
 OR0720  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 OR0720
 OR0720  VERT ORDER      -  FIRST     CLASS II
 OR0720
 OR0720.The horizontal coordinates were scaled from a map and have
 OR0720.an estimated accuracy of +/- 6 seconds.
 OR0720
 OR0720.The orthometric height was determined by differential leveling and
 OR0720.adjusted by the NATIONAL GEODETIC SURVEY
 OR0720.in June 1994.
 OR0720
 OR0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0720.GEOID18 height accuracy estimate available here.
 OR0720
 OR0720.Click photographs - Photos may exist for this station.
 OR0720
 OR0720.The dynamic height is computed by dividing the NAVD 88
 OR0720.geopotential number by the normal gravity value computed on the
 OR0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0720.degrees latitude (g = 980.6199 gals.).
 OR0720
 OR0720.The modeled gravity was interpolated from observed gravity values.
 OR0720
 OR0720;                    North         East    Units  Estimated Accuracy
 OR0720;SPC SD S     -   100,520.      655,860.      MT  (+/- 180 meters Scaled)
 OR0720
 OR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN475872(NAD 83)
 OR0720
 OR0720                          SUPERSEDED SURVEY CONTROL
 OR0720
 OR0720  NAVD 88 (06/15/91)  673.683  (m)         2210.24   (f) SUPERSEDED  1 2
 OR0720  NGVD 29 (??/??/92)  673.327  (m)         2209.07   (f) ADJ UNCH    1 2
 OR0720
 OR0720.Superseded values are not recommended for survey control.
 OR0720
 OR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0720.See file dsdata.pdf to determine how the superseded data were derived.
 OR0720
 OR0720_MARKER: DB = BENCH MARK DISK
 OR0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0720_STAMPING: R 138 1934
 OR0720_MARK LOGO: CGS
 OR0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0720+STABILITY: SURFACE MOTION
 OR0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0720+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OR0720
 OR0720  HISTORY     - Date     Condition        Report By
 OR0720  HISTORY     - 1934     MONUMENTED       CGS
 OR0720  HISTORY     - 1963     GOOD             CGS
 OR0720  HISTORY     - 19880709 GOOD             NGS
 OR0720  HISTORY     - 19930919 GOOD             NGS
 OR0720
 OR0720                          STATION DESCRIPTION
 OR0720
 OR0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0720'4 MI SE FROM COLOME.
 OR0720'4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0720'FROM THE STATION AT COLOME, TRIPP COUNTY, ABOUT 0.2 MILE SOUTHEAST
 OR0720'OF MILEPOST 160, ABOUT 155 YARDS NORTHWEST OF CULVERT F 370, 44.2
 OR0720'FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2.5 FEET SOUTHWEST OF
 OR0720'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 138 1934 AND
 OR0720'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 OR0720'ABOVE GROUND.
 OR0720
 OR0720                          STATION RECOVERY (1963)
 OR0720
 OR0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0720'RECOVERED IN GOOD CONDITION.
 OR0720
 OR0720                          STATION RECOVERY (1988)
 OR0720
 OR0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0720'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 OR0720'6.2 KM (3.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION
 OR0720'WITH U.S. HIGHWAY 183 IN COLOME, 0.76 METER SOUTH FROM R.O.W. FENCE
 OR0720'1 METER SOUTH OF POWER LINE, IN THE TOP OF A CONCRETE POST THAT
 OR0720'PROJECTS 15 CM.
 OR0720
 OR0720                          STATION RECOVERY (1993)
 OR0720
 OR0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0720'24.5 KM (15.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OR0720'COURTHOUSE IN WINNER, 443.0 M (1453.4 FT) SOUTHEAST OF MILEPOST 267,
 OR0720'61.0 M (200.1 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 29.2 M
 OR0720'(95.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT)
 OR0720'NORTHWEST OF A UTILITY POLE, 1.2 M (3.9 FT) SOUTHEAST OF A FENCE
 OR0720'CORNER, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 OR0720'SOUTHWEST OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, 0.2 M
 OR0720'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OR0720'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0001 ***********************************************************************
 PT0001  DESIGNATION -  R 14
 PT0001  PID         -  PT0001
 PT0001  STATE/COUNTY-  SD/HUGHES
 PT0001  COUNTRY     -  US
 PT0001  USGS QUAD   -  ONIDA SE (2017)
 PT0001
 PT0001                         *CURRENT SURVEY CONTROL
 PT0001  ______________________________________________________________________
 PT0001* NAD 83(1986) POSITION- 44 32 11.     (N) 100 00 32.     (W)   SCALED
 PT0001* NAVD 88 ORTHO HEIGHT -   508.813 (meters)     1669.33  (feet) ADJUSTED
 PT0001  ______________________________________________________________________
 PT0001  GEOID HEIGHT    -        -23.419 (meters)                     GEOID18
 PT0001  DYNAMIC HEIGHT  -        508.718 (meters)     1669.02  (feet) COMP
 PT0001  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 PT0001
 PT0001  VERT ORDER      -  FIRST     CLASS II
 PT0001
 PT0001.The horizontal coordinates were scaled from a map and have
 PT0001.an estimated accuracy of +/- 6 seconds.
 PT0001
 PT0001.The orthometric height was determined by differential leveling and
 PT0001.adjusted by the NATIONAL GEODETIC SURVEY
 PT0001.in October 1997.
 PT0001
 PT0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0001.GEOID18 height accuracy estimate available here.
 PT0001
 PT0001.Click photographs - Photos may exist for this station.
 PT0001
 PT0001.The dynamic height is computed by dividing the NAVD 88
 PT0001.geopotential number by the normal gravity value computed on the
 PT0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0001.degrees latitude (g = 980.6199 gals.).
 PT0001
 PT0001.The modeled gravity was interpolated from observed gravity values.
 PT0001
 PT0001;                    North         East    Units  Estimated Accuracy
 PT0001;SPC SD S     -   244,810.      625,790.      MT  (+/- 180 meters Scaled)
 PT0001
 PT0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ198319(NAD 83)
 PT0001
 PT0001                          SUPERSEDED SURVEY CONTROL
 PT0001
 PT0001  NAVD 88 (06/15/91)  508.849  (m)         1669.45   (f) SUPERSEDED  1 2
 PT0001  NGVD 29 (??/??/92)  508.493  (m)         1668.28   (f) ADJ UNCH    1 2
 PT0001
 PT0001.Superseded values are not recommended for survey control.
 PT0001
 PT0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0001.See file dsdata.pdf to determine how the superseded data were derived.
 PT0001
 PT0001_MARKER: DB = BENCH MARK DISK
 PT0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0001_STAMPING: R 14 1926 1668.281
 PT0001_MARK LOGO: CGS
 PT0001_PROJECTION: FLUSH
 PT0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0001+STABILITY: SURFACE MOTION
 PT0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0001+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 PT0001
 PT0001  HISTORY     - Date     Condition        Report By
 PT0001  HISTORY     - 1926     MONUMENTED       CGS
 PT0001  HISTORY     - 1934     GOOD             CGS
 PT0001  HISTORY     - 19941129 GOOD             NGS
 PT0001  HISTORY     - 20120515 MARK NOT FOUND   INDIV
 PT0001
 PT0001                          STATION DESCRIPTION
 PT0001
 PT0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0001'2 MI NW FROM BLUNT.
 PT0001'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0001'FROM BLUNT, HUGHES COUNTY, ABOUT 145 YARDS NORTH OF BRIDGE
 PT0001'D 681, ABOUT 200 YARDS NORTHWEST OF A FARMHOUSE, AT THE END
 PT0001'OF A CUT, 43 FEET EAST OF THE CENTERLINE OF THE TRACK, 32 FEET
 PT0001'WEST OF THE EAST RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF
 PT0001'POLES, AND 7 FEET SOUTH OF ONE OF THE POLES.  A STANDARD DISK,
 PT0001'STAMPED 1668.281 R 14 1926 AND SET IN THE TOP OF A CONCRETE
 PT0001'POST ABOUT FLUSH WITH THE GROUND.
 PT0001
 PT0001                          STATION RECOVERY (1934)
 PT0001
 PT0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0001'RECOVERED IN GOOD CONDITION.
 PT0001
 PT0001                          STATION RECOVERY (1994)
 PT0001
 PT0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT0001'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PT0001'BLUNT, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 14, THENCE
 PT0001'3.1 KM (1.90 MI) NORTHERLY ALONG THE DAKOTA, MINNESOTA AND EASTERN
 PT0001'RAILROAD, 131.0 M (429.8 FT) NORTH OF THE NORTH END OF RAILROAD BRIDGE
 PT0001'NUMBER D 681, 12.4 M (40.7 FT) EAST OF THE NEAR RAIL, 11.8 M (38.7 FT)
 PT0001'NORTH OF THE CENTER OF A TRACK ROAD, 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 PT0001'THE TRACK, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 PT0001'FLUSH WITH THE GROUND SURFACE.
 PT0001
 PT0001                          STATION RECOVERY (2012)
 PT0001
 PT0001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0455 ***********************************************************************
 OR0455  DESIGNATION -  R 140
 OR0455  PID         -  OR0455
 OR0455  STATE/COUNTY-  SD/LYMAN
 OR0455  COUNTRY     -  US
 OR0455  USGS QUAD   -  IONA NW (2017)
 OR0455
 OR0455                         *CURRENT SURVEY CONTROL
 OR0455  ______________________________________________________________________
 OR0455* NAD 83(1986) POSITION- 43 44 45.     (N) 099 28 16.     (W)   SCALED
 OR0455* NAVD 88 ORTHO HEIGHT -   444.532 (meters)     1458.44  (feet) ADJUSTED
 OR0455  ______________________________________________________________________
 OR0455  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 OR0455  DYNAMIC HEIGHT  -        444.402 (meters)     1458.01  (feet) COMP
 OR0455  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 OR0455
 OR0455  VERT ORDER      -  SECOND    CLASS 0
 OR0455
 OR0455.The horizontal coordinates were scaled from a map and have
 OR0455.an estimated accuracy of +/- 6 seconds.
 OR0455
 OR0455.The orthometric height was determined by differential leveling and
 OR0455.adjusted by the NATIONAL GEODETIC SURVEY
 OR0455.in June 1991.
 OR0455
 OR0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0455.GEOID18 height accuracy estimate available here.
 OR0455
 OR0455.Click photographs - Photos may exist for this station.
 OR0455
 OR0455.The dynamic height is computed by dividing the NAVD 88
 OR0455.geopotential number by the normal gravity value computed on the
 OR0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0455.degrees latitude (g = 980.6199 gals.).
 OR0455
 OR0455.The modeled gravity was interpolated from observed gravity values.
 OR0455
 OR0455;                    North         East    Units  Estimated Accuracy
 OR0455;SPC SD S     -   157,280.      669,440.      MT  (+/- 180 meters Scaled)
 OR0455
 OR0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP620437(NAD 83)
 OR0455
 OR0455                          SUPERSEDED SURVEY CONTROL
 OR0455
 OR0455  NGVD 29 (??/??/92)  444.194  (m)         1457.33   (f) ADJ UNCH    2 0
 OR0455
 OR0455.Superseded values are not recommended for survey control.
 OR0455
 OR0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0455.See file dsdata.pdf to determine how the superseded data were derived.
 OR0455
 OR0455_MARKER: DB = BENCH MARK DISK
 OR0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0455_STAMPING: R 140 1934
 OR0455_MARK LOGO: CGS
 OR0455_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0455+STABILITY: SURFACE MOTION
 OR0455
 OR0455  HISTORY     - Date     Condition        Report By
 OR0455  HISTORY     - 1934     MONUMENTED       CGS
 OR0455  HISTORY     - 1945     GOOD             CGS
 OR0455  HISTORY     - 1984     GOOD             NGS
 OR0455
 OR0455                          STATION DESCRIPTION
 OR0455
 OR0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0455'0.8 MI W FROM OACOMA.
 OR0455'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0455'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0455'AT OACOMA, LYMAN COUNTY, 7.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0455'47, 120 FEET WEST OF A FENCE CORNER, 32 FEET SOUTH OF THE
 OR0455'CENTERLINE OF THE HIGHWAY, 1-1/2 FEET NORTH OF A FENCE, 1 FOOT
 OR0455'EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 OR0455'HIGHWAY.  A STANDARD DISK, STAMPED R 140 1934 AND SET IN THE TOP
 OR0455'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OR0455
 OR0455                          STATION RECOVERY (1984)
 OR0455
 OR0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0455'ROAD DITCH HAD BEEN CUT AWAY CLOSE TO THE MARK AND THE MARK AND THE
 OR0455'SOIL WAS ERODING AWAY AROUND IT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1095 ***********************************************************************
 OR1095  DESIGNATION -  R 140 RESET
 OR1095  PID         -  OR1095
 OR1095  STATE/COUNTY-  SD/LYMAN
 OR1095  COUNTRY     -  US
 OR1095  USGS QUAD   -  IONA NW (2017)
 OR1095
 OR1095                         *CURRENT SURVEY CONTROL
 OR1095  ______________________________________________________________________
 OR1095* NAD 83(1986) POSITION- 43 44 45.     (N) 099 28 16.     (W)   SCALED
 OR1095* NAVD 88 ORTHO HEIGHT -   444.41  (meters)     1458.0   (feet) RESET
 OR1095  ______________________________________________________________________
 OR1095  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 OR1095  VERT ORDER      -  THIRD
 OR1095
 OR1095.The horizontal coordinates were scaled from a map and have
 OR1095.an estimated accuracy of +/- 6 seconds.
 OR1095
 OR1095.The orthometric height was computed from unverified reset data.
 OR1095
 OR1095.No vertical observational check was made to the station.
 OR1095
 OR1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1095.GEOID18 height accuracy estimate available here.
 OR1095
 OR1095.Click photographs - Photos may exist for this station.
 OR1095
 OR1095;                    North         East    Units  Estimated Accuracy
 OR1095;SPC SD S     -   157,280.      669,440.      MT  (+/- 180 meters Scaled)
 OR1095
 OR1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP620437(NAD 83)
 OR1095
 OR1095                          SUPERSEDED SURVEY CONTROL
 OR1095
 OR1095  NGVD 29 (04/17/07)  444.08   (m)         1457.0    (f) RESET       3  
 OR1095
 OR1095.Superseded values are not recommended for survey control.
 OR1095
 OR1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1095.See file dsdata.pdf to determine how the superseded data were derived.
 OR1095
 OR1095_MARKER: DV = VERTICAL CONTROL DISK
 OR1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1095_STAMPING: R 140 RESET 1984
 OR1095_MARK LOGO: NGS
 OR1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1095+STABILITY: SURFACE MOTION
 OR1095
 OR1095  HISTORY     - Date     Condition        Report By
 OR1095  HISTORY     - 1984     MONUMENTED       NGS
 OR1095
 OR1095                          STATION DESCRIPTION
 OR1095
 OR1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OR1095'0.15 KM (0.10 MI) NORTH ALONG ASPHALT ROAD, FROM EXIT 260 ON
 OR1095'INTERSTATE 90 IN OACOMA, THENCE WEST 1.5 KM, (0.95 MI) THENCE SOUTH
 OR1095'AND WEST 2.7 KM (1.65 MI) TO A FORK, THENCE RIGHT, UPHILL, 3.0 KM
 OR1095'(1.85 MI) TO A ROAD RIGHT, THENCE STRAIGHT AHEAD, SOUTH AND WEST
 OR1095'ALONG MAIN GRAVELED ROAD 6.8 KM (4.20 MI) TO A MARK ON THE LEFT, 10.5
 OR1095'M (34.4 FT) SOUTH OF THE CENTER OF THE ROAD, 0.8 M (2.6 FT) SOUTHWEST
 OR1095'OF A FENCE CORNER, 0.65 M (2.13 FT) WEST OF A FENCE AND 0.6 M
 OR1095'(2.0 FT) SOUTH OF A FENCE AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0733 ***********************************************************************
 OR0733  DESIGNATION -  R 141 RESET
 OR0733  PID         -  OR0733
 OR0733  STATE/COUNTY-  SD/TRIPP
 OR0733  COUNTRY     -  US
 OR0733  USGS QUAD   -  DALLAS NW (2017)
 OR0733
 OR0733                         *CURRENT SURVEY CONTROL
 OR0733  ______________________________________________________________________
 OR0733* NAD 83(1986) POSITION- 43 12 44.     (N) 099 42 41.     (W)   SCALED
 OR0733* NAVD 88 ORTHO HEIGHT -   702.14  (+/-2cm)     2303.6   (feet) VERTCON3
 OR0733  ______________________________________________________________________
 OR0733  GEOID HEIGHT    -        -25.066 (meters)                     GEOID18
 OR0733  VERT ORDER      -  THIRD (See Below)
 OR0733
 OR0733.The horizontal coordinates were scaled from a map and have
 OR0733.an estimated accuracy of +/- 6 seconds.
 OR0733
 OR0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0733
 OR0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0733.GEOID18 height accuracy estimate available here.
 OR0733
 OR0733.The vertical order pertains to the NGVD 29 superseded value.
 OR0733
 OR0733.Click photographs - Photos may exist for this station.
 OR0733
 OR0733;                    North         East    Units  Estimated Accuracy
 OR0733;SPC SD S     -    97,830.      650,540.      MT  (+/- 180 meters Scaled)
 OR0733
 OR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN422846(NAD 83)
 OR0733
 OR0733                          SUPERSEDED SURVEY CONTROL
 OR0733
 OR0733  NGVD 29 (??/??/??)  701.78   (m)         2302.4    (f) RESET       3  
 OR0733
 OR0733.Superseded values are not recommended for survey control.
 OR0733
 OR0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0733.See file dsdata.pdf to determine how the superseded data were derived.
 OR0733
 OR0733_MARKER: DB = BENCH MARK DISK
 OR0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0733_STAMPING: R 141 RESET 1948
 OR0733_MARK LOGO: CGS
 OR0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0733+STABILITY: SURFACE MOTION
 OR0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0733+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0733
 OR0733  HISTORY     - Date     Condition        Report By
 OR0733  HISTORY     - 1948     MONUMENTED       SDHD
 OR0733  HISTORY     - 19870708 SEE DESCRIPTION  NGS
 OR0733
 OR0733                          STATION DESCRIPTION
 OR0733
 OR0733'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 OR0733'3.5 MI S FROM COLOME.
 OR0733'3.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE CHICAGO AND NORTH
 OR0733'WESTERN RAILWAY STATION AT COLOME, 85 FEET EAST OF HIGHWAY
 OR0733'STATION 177 AND 86, 50 FEET EAST OF THE LOCATION OF THE ORIGINAL
 OR0733'MARK.  A STANDARD DISK, STAMPED R 141 RESET 1948.
 OR0733
 OR0733                          STATION RECOVERY (1987)
 OR0733
 OR0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0733'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OR0733'NOTE, THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 OR0733'BY ENGINEERS OF THE SOUTH DAKOTA STATE HIGHWAY COMMISSION IN MAY
 OR0733'1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0099 ***********************************************************************
 OR0099  DESIGNATION -  R 142
 OR0099  PID         -  OR0099
 OR0099  STATE/COUNTY-  SD/CHARLES MIX
 OR0099  COUNTRY     -  US
 OR0099  USGS QUAD   -  RAVINIA (2017)
 OR0099
 OR0099                         *CURRENT SURVEY CONTROL
 OR0099  ______________________________________________________________________
 OR0099* NAD 83(1986) POSITION- 43 08 01.     (N) 098 25 35.     (W)   SCALED
 OR0099* NAVD 88 ORTHO HEIGHT -   456.999 (meters)     1499.34  (feet) ADJUSTED
 OR0099  ______________________________________________________________________
 OR0099  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 OR0099  DYNAMIC HEIGHT  -        456.847 (meters)     1498.84  (feet) COMP
 OR0099  MODELED GRAVITY -    980,275.0   (mgal)                       NAVD 88
 OR0099
 OR0099  VERT ORDER      -  SECOND    CLASS 0
 OR0099
 OR0099.The horizontal coordinates were scaled from a map and have
 OR0099.an estimated accuracy of +/- 6 seconds.
 OR0099
 OR0099.The orthometric height was determined by differential leveling and
 OR0099.adjusted by the NATIONAL GEODETIC SURVEY
 OR0099.in June 1991.
 OR0099
 OR0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0099.GEOID18 height accuracy estimate available here.
 OR0099
 OR0099.Click photographs - Photos may exist for this station.
 OR0099
 OR0099.The dynamic height is computed by dividing the NAVD 88
 OR0099.geopotential number by the normal gravity value computed on the
 OR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0099.degrees latitude (g = 980.6199 gals.).
 OR0099
 OR0099.The modeled gravity was interpolated from observed gravity values.
 OR0099
 OR0099;                    North         East    Units  Estimated Accuracy
 OR0099;SPC SD S     -    90,690.      755,130.      MT  (+/- 180 meters Scaled)
 OR0099
 OR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN466758(NAD 83)
 OR0099
 OR0099                          SUPERSEDED SURVEY CONTROL
 OR0099
 OR0099  NGVD 29 (??/??/92)  456.695  (m)         1498.34   (f) ADJ UNCH    2 0
 OR0099
 OR0099.Superseded values are not recommended for survey control.
 OR0099
 OR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0099.See file dsdata.pdf to determine how the superseded data were derived.
 OR0099
 OR0099_MARKER: DB = BENCH MARK DISK
 OR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0099_STAMPING: R 142 1934
 OR0099_MARK LOGO: CGS
 OR0099_PROJECTION: FLUSH
 OR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0099+STABILITY: SURFACE MOTION
 OR0099
 OR0099  HISTORY     - Date     Condition        Report By
 OR0099  HISTORY     - 1934     MONUMENTED       CGS
 OR0099  HISTORY     - 1940     GOOD             CGS
 OR0099
 OR0099                          STATION DESCRIPTION
 OR0099
 OR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0099'AT RAVINIA.
 OR0099'AT RAVINIA, CHARLES MIX COUNTY, ON THE CHICAGO, MILWAUKEE,
 OR0099'ST. PAUL AND PACIFIC RAILROAD, 221 YARDS SOUTHEAST OF THE STATION,
 OR0099'AT THE CROSSING OF STATE HIGHWAY 50, 43.8 FEET SOUTHEAST OF THE
 OR0099'CENTER LINE OF THE HIGHWAY, 43.1 FEET SOUTHWEST OF THE SOUTHWEST
 OR0099'RAIL, 5.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE CORNER, 2 FEET EAST
 OR0099'OF THE FENCE, AND 0.5 FOOT WEST OF A WHITE WOODEN WITNESS POST.
 OR0099'A STANDARD DISK, STAMPED R 142 1934 AND SET IN THE TOP OF A
 OR0099'CONCRETE POST FLUSH WITH THE GROUND.
 OR0099
 OR0099                          STATION RECOVERY (1940)
 OR0099
 OR0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0069 ***********************************************************************
 OR0069  DESIGNATION -  R 143
 OR0069  PID         -  OR0069
 OR0069  STATE/COUNTY-  SD/CHARLES MIX
 OR0069  COUNTRY     -  US
 OR0069  USGS QUAD   -  WAGNER NE (2017)
 OR0069
 OR0069                         *CURRENT SURVEY CONTROL
 OR0069  ______________________________________________________________________
 OR0069* NAD 83(1986) POSITION- 43 11 00.     (N) 098 20 49.     (W)   SCALED
 OR0069* NAVD 88 ORTHO HEIGHT -   436.662 (meters)     1432.62  (feet) ADJUSTED
 OR0069  ______________________________________________________________________
 OR0069  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 OR0069  DYNAMIC HEIGHT  -        436.519 (meters)     1432.15  (feet) COMP
 OR0069  MODELED GRAVITY -    980,278.9   (mgal)                       NAVD 88
 OR0069
 OR0069  VERT ORDER      -  SECOND    CLASS 0
 OR0069
 OR0069.The horizontal coordinates were scaled from a map and have
 OR0069.an estimated accuracy of +/- 6 seconds.
 OR0069
 OR0069.The orthometric height was determined by differential leveling and
 OR0069.adjusted by the NATIONAL GEODETIC SURVEY
 OR0069.in June 1991.
 OR0069
 OR0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0069.GEOID18 height accuracy estimate available here.
 OR0069
 OR0069.Click photographs - Photos may exist for this station.
 OR0069
 OR0069.The dynamic height is computed by dividing the NAVD 88
 OR0069.geopotential number by the normal gravity value computed on the
 OR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0069.degrees latitude (g = 980.6199 gals.).
 OR0069
 OR0069.The modeled gravity was interpolated from observed gravity values.
 OR0069
 OR0069;                    North         East    Units  Estimated Accuracy
 OR0069;SPC SD S     -    96,360.      761,460.      MT  (+/- 180 meters Scaled)
 OR0069
 OR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN530813(NAD 83)
 OR0069
 OR0069                          SUPERSEDED SURVEY CONTROL
 OR0069
 OR0069  NGVD 29 (??/??/92)  436.361  (m)         1431.63   (f) ADJ UNCH    2 0
 OR0069
 OR0069.Superseded values are not recommended for survey control.
 OR0069
 OR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0069.See file dsdata.pdf to determine how the superseded data were derived.
 OR0069
 OR0069_MARKER: DB = BENCH MARK DISK
 OR0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0069_STAMPING: R 143 1934
 OR0069_MARK LOGO: CGS
 OR0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0069+STABILITY: SURFACE MOTION
 OR0069
 OR0069  HISTORY     - Date     Condition        Report By
 OR0069  HISTORY     - 1934     MONUMENTED       CGS
 OR0069  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0069
 OR0069                          STATION DESCRIPTION
 OR0069
 OR0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0069'7.5 MI N FROM RAVINIA.
 OR0069'ABOUT 7.5 MILES NORTH ALONG U.S. HIGHWAY 18 FROM THE CHICAGO,
 OR0069'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT RAVINIA,
 OR0069'CHARLES MIX COUNTY, 35 FEET SOUTH OF THE CENTER LINE OF A SECTION
 OR0069'CROSS ROAD, 21.9 FEET EAST OF A 24-INCH CORRUGATED-IRON CULVERT,
 OR0069'37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 4.2 FEET
 OR0069'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED R 143 1934 AND
 OR0069'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OR0069'ABOVE GROUND.
 OR0069
 OR0069                          STATION RECOVERY (1963)
 OR0069
 OR0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0060 ***********************************************************************
 OR0060  DESIGNATION -  R 144
 OR0060  PID         -  OR0060
 OR0060  STATE/COUNTY-  SD/AURORA
 OR0060  COUNTRY     -  US
 OR0060  USGS QUAD   -  PLANKINTON (2017)
 OR0060
 OR0060                         *CURRENT SURVEY CONTROL
 OR0060  ______________________________________________________________________
 OR0060* NAD 83(1986) POSITION- 43 42 44.     (N) 098 26 42.     (W)   SCALED
 OR0060* NAVD 88 ORTHO HEIGHT -   455.161 (meters)     1493.31  (feet) ADJUSTED
 OR0060  ______________________________________________________________________
 OR0060  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OR0060  DYNAMIC HEIGHT  -        455.049 (meters)     1492.94  (feet) COMP
 OR0060  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 OR0060
 OR0060  VERT ORDER      -  SECOND    CLASS 0
 OR0060
 OR0060.The horizontal coordinates were scaled from a map and have
 OR0060.an estimated accuracy of +/- 6 seconds.
 OR0060
 OR0060.The orthometric height was determined by differential leveling and
 OR0060.adjusted by the NATIONAL GEODETIC SURVEY
 OR0060.in June 1991.
 OR0060
 OR0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0060.GEOID18 height accuracy estimate available here.
 OR0060
 OR0060.Click photographs - Photos may exist for this station.
 OR0060
 OR0060.The dynamic height is computed by dividing the NAVD 88
 OR0060.geopotential number by the normal gravity value computed on the
 OR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0060.degrees latitude (g = 980.6199 gals.).
 OR0060
 OR0060.The modeled gravity was interpolated from observed gravity values.
 OR0060
 OR0060;                    North         East    Units  Estimated Accuracy
 OR0060;SPC SD S     -   154,910.      752,160.      MT  (+/- 180 meters Scaled)
 OR0060
 OR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP447400(NAD 83)
 OR0060
 OR0060                          SUPERSEDED SURVEY CONTROL
 OR0060
 OR0060  NGVD 29 (??/??/92)  454.844  (m)         1492.27   (f) ADJ UNCH    2 0
 OR0060
 OR0060.Superseded values are not recommended for survey control.
 OR0060
 OR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0060.See file dsdata.pdf to determine how the superseded data were derived.
 OR0060
 OR0060_MARKER: DB = BENCH MARK DISK
 OR0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0060_STAMPING: R 144 1934
 OR0060_MARK LOGO: CGS
 OR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0060+STABILITY: SURFACE MOTION
 OR0060
 OR0060  HISTORY     - Date     Condition        Report By
 OR0060  HISTORY     - 1934     MONUMENTED       CGS
 OR0060  HISTORY     - 1964     MARK NOT FOUND   CGS
 OR0060  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0060
 OR0060                          STATION DESCRIPTION
 OR0060
 OR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0060'2.4 MI E FROM PLANKINTON.
 OR0060'2.4 MILES EAST ALONG STATE HIGHWAY 41 FROM THE COUNTY COURTHOUSE
 OR0060'AT PLANKINTON, AURORA COUNTY, ABOUT 0.3 MILE SOUTH OF THE
 OR0060'JUNCTION WITH U.S. HIGHWAY 16, AT THE CROSSING OF THE CHICAGO,
 OR0060'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 52.2 FEET NORTH OF THE
 OR0060'NORTH RAIL, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 OR0060'AND 6 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 OR0060'R 144 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0060'ABOUT 7 INCHES ABOVE GROUND.
 OR0060
 OR0060                          STATION RECOVERY (1964)
 OR0060
 OR0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 OR0060'MARK NOT FOUND.
 OR0060
 OR0060                          STATION RECOVERY (1991)
 OR0060
 OR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0060'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0473 ***********************************************************************
 OQ0473  DESIGNATION -  R 145
 OQ0473  PID         -  OQ0473
 OQ0473  STATE/COUNTY-  SD/BON HOMME
 OQ0473  COUNTRY     -  US
 OQ0473  USGS QUAD   -  SCOTLAND (2017)
 OQ0473
 OQ0473                         *CURRENT SURVEY CONTROL
 OQ0473  ______________________________________________________________________
 OQ0473* NAD 83(1986) POSITION- 43 08 22.     (N) 097 43 52.     (W)   SCALED
 OQ0473* NAVD 88 ORTHO HEIGHT -   411.809 (meters)     1351.08  (feet) ADJUSTED
 OQ0473  ______________________________________________________________________
 OQ0473  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 OQ0473  DYNAMIC HEIGHT  -        411.688 (meters)     1350.68  (feet) COMP
 OQ0473  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 OQ0473
 OQ0473  VERT ORDER      -  SECOND    CLASS 0
 OQ0473
 OQ0473.The horizontal coordinates were scaled from a map and have
 OQ0473.an estimated accuracy of +/- 6 seconds.
 OQ0473
 OQ0473.The orthometric height was determined by differential leveling and
 OQ0473.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0473.in June 1991.
 OQ0473
 OQ0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0473.GEOID18 height accuracy estimate available here.
 OQ0473
 OQ0473.Click photographs - Photos may exist for this station.
 OQ0473
 OQ0473.The dynamic height is computed by dividing the NAVD 88
 OQ0473.geopotential number by the normal gravity value computed on the
 OQ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0473.degrees latitude (g = 980.6199 gals.).
 OQ0473
 OQ0473.The modeled gravity was interpolated from observed gravity values.
 OQ0473
 OQ0473;                    North         East    Units  Estimated Accuracy
 OQ0473;SPC SD S     -    92,870.      811,660.      MT  (+/- 180 meters Scaled)
 OQ0473
 OQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN031770(NAD 83)
 OQ0473
 OQ0473                          SUPERSEDED SURVEY CONTROL
 OQ0473
 OQ0473  NGVD 29 (??/??/92)  411.561  (m)         1350.26   (f) ADJ UNCH    2 0
 OQ0473
 OQ0473.Superseded values are not recommended for survey control.
 OQ0473
 OQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0473.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0473
 OQ0473_MARKER: DB = BENCH MARK DISK
 OQ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0473_STAMPING: R 145 1934
 OQ0473_MARK LOGO: CGS
 OQ0473_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0473+STABILITY: SURFACE MOTION
 OQ0473
 OQ0473  HISTORY     - Date     Condition        Report By
 OQ0473  HISTORY     - 1934     MONUMENTED       CGS
 OQ0473  HISTORY     - 1940     GOOD             CGS
 OQ0473
 OQ0473                          STATION DESCRIPTION
 OQ0473
 OQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0473'0.7 MI S FROM SCOTLAND.
 OQ0473'0.7 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0473'RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME COUNTY, 175 FEET
 OQ0473'SOUTHWEST OF A FARM-ROAD CROSSING, 5.2 FEET NORTH OF THE FIFTH
 OQ0473'POLE SOUTHWEST OF RAILROAD TRESTLE 1708, 48.8 FEET SOUTHEAST
 OQ0473'OF THE SOUTHEAST RAIL, AND 0.5 FOOT SOUTH OF A WHITE WOODEN
 OQ0473'WITNESS POST.  A STANDARD DISK, STAMPED R 145 1934 AND SET IN
 OQ0473'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OQ0473
 OQ0473                          STATION RECOVERY (1940)
 OQ0473
 OQ0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OQ0473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0456 ***********************************************************************
 OQ0456  DESIGNATION -  R 146
 OQ0456  PID         -  OQ0456
 OQ0456  STATE/COUNTY-  SD/HUTCHINSON
 OQ0456  COUNTRY     -  US
 OQ0456  USGS QUAD   -  PARKSTON (2017)
 OQ0456
 OQ0456                         *CURRENT SURVEY CONTROL
 OQ0456  ______________________________________________________________________
 OQ0456* NAD 83(1986) POSITION- 43 23 41.     (N) 097 59 01.     (W)   SCALED
 OQ0456* NAVD 88 ORTHO HEIGHT -   426.508 (meters)     1399.30  (feet) ADJUSTED
 OQ0456  ______________________________________________________________________
 OQ0456  GEOID HEIGHT    -        -26.607 (meters)                     GEOID18
 OQ0456  DYNAMIC HEIGHT  -        426.379 (meters)     1398.88  (feet) COMP
 OQ0456  MODELED GRAVITY -    980,306.1   (mgal)                       NAVD 88
 OQ0456
 OQ0456  VERT ORDER      -  SECOND    CLASS 0
 OQ0456
 OQ0456.The horizontal coordinates were scaled from a map and have
 OQ0456.an estimated accuracy of +/- 6 seconds.
 OQ0456
 OQ0456.The orthometric height was determined by differential leveling and
 OQ0456.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0456.in June 1991.
 OQ0456
 OQ0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0456.GEOID18 height accuracy estimate available here.
 OQ0456
 OQ0456.Click photographs - Photos may exist for this station.
 OQ0456
 OQ0456.The dynamic height is computed by dividing the NAVD 88
 OQ0456.geopotential number by the normal gravity value computed on the
 OQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0456.degrees latitude (g = 980.6199 gals.).
 OQ0456
 OQ0456.The modeled gravity was interpolated from observed gravity values.
 OQ0456
 OQ0456;                    North         East    Units  Estimated Accuracy
 OQ0456;SPC SD S     -   120,600.      790,330.      MT  (+/- 180 meters Scaled)
 OQ0456
 OQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP823051(NAD 83)
 OQ0456
 OQ0456                          SUPERSEDED SURVEY CONTROL
 OQ0456
 OQ0456  NGVD 29 (??/??/92)  426.205  (m)         1398.31   (f) ADJ UNCH    2 0
 OQ0456
 OQ0456.Superseded values are not recommended for survey control.
 OQ0456
 OQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0456.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0456
 OQ0456_MARKER: DB = BENCH MARK DISK
 OQ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0456_STAMPING: R 146 1934
 OQ0456_MARK LOGO: CGS
 OQ0456_PROJECTION: FLUSH
 OQ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0456+STABILITY: SURFACE MOTION
 OQ0456
 OQ0456  HISTORY     - Date     Condition        Report By
 OQ0456  HISTORY     - 1934     MONUMENTED       CGS
 OQ0456
 OQ0456                          STATION DESCRIPTION
 OQ0456
 OQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0456'AT PARKSTON.
 OQ0456'AT PARKSTON, HUTCHINSON COUNTY, ABOUT 121 FEET SOUTHWEST OF THE
 OQ0456'SOUTHWEST CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0456'RAILROAD STATION, ABOUT 101 FEET WEST OF THE WEST RAIL OF THE
 OQ0456'EAST SIDE TRACK, 98 FEET WEST OF THE WEST RAIL OF THE MAIN
 OQ0456'TRACK, 39 FEET NORTH OF THE CENTER LINE OF THE MAIN STREET, AND
 OQ0456'6 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.  A STANDARD
 OQ0456'DISK, STAMPED R 146 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0456'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0403 ***********************************************************************
 OQ0403  DESIGNATION -  R 147
 OQ0403  PID         -  OQ0403
 OQ0403  STATE/COUNTY-  SD/TURNER
 OQ0403  COUNTRY     -  US
 OQ0403  USGS QUAD   -  PARKER (2017)
 OQ0403
 OQ0403                         *CURRENT SURVEY CONTROL
 OQ0403  ______________________________________________________________________
 OQ0403* NAD 83(1986) POSITION- 43 29 08.     (N) 097 13 04.     (W)   SCALED
 OQ0403* NAVD 88 ORTHO HEIGHT -   457.225 (meters)     1500.08  (feet) ADJUSTED
 OQ0403  ______________________________________________________________________
 OQ0403  GEOID HEIGHT    -        -26.146 (meters)                     GEOID18
 OQ0403  DYNAMIC HEIGHT  -        457.104 (meters)     1499.68  (feet) COMP
 OQ0403  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 OQ0403
 OQ0403  VERT ORDER      -  SECOND    CLASS 0
 OQ0403
 OQ0403.The horizontal coordinates were scaled from a map and have
 OQ0403.an estimated accuracy of +/- 6 seconds.
 OQ0403
 OQ0403.The orthometric height was determined by differential leveling and
 OQ0403.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0403.in June 1991.
 OQ0403
 OQ0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0403.GEOID18 height accuracy estimate available here.
 OQ0403
 OQ0403.Click photographs - Photos may exist for this station.
 OQ0403
 OQ0403.The dynamic height is computed by dividing the NAVD 88
 OQ0403.geopotential number by the normal gravity value computed on the
 OQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0403.degrees latitude (g = 980.6199 gals.).
 OQ0403
 OQ0403.The modeled gravity was interpolated from observed gravity values.
 OQ0403
 OQ0403;                    North         East    Units  Estimated Accuracy
 OQ0403;SPC SD S     -   132,730.      851,950.      MT  (+/- 180 meters Scaled)
 OQ0403
 OQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP441162(NAD 83)
 OQ0403
 OQ0403                          SUPERSEDED SURVEY CONTROL
 OQ0403
 OQ0403  NGVD 29 (??/??/92)  456.953  (m)         1499.19   (f) ADJ UNCH    2 0
 OQ0403
 OQ0403.Superseded values are not recommended for survey control.
 OQ0403
 OQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0403.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0403
 OQ0403_MARKER: DB = BENCH MARK DISK
 OQ0403_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0403_STAMPING: R 147 1934
 OQ0403_MARK LOGO: CGS
 OQ0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0403
 OQ0403  HISTORY     - Date     Condition        Report By
 OQ0403  HISTORY     - 1934     MONUMENTED       CGS
 OQ0403  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0403
 OQ0403                          STATION DESCRIPTION
 OQ0403
 OQ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0403'AT MONROE.
 OQ0403'LOCATED AT MONROE, ON THE R/W OF THE CHICAGO AND NORTH WESTERN
 OQ0403'RAILROAD, 140 YARDS SOUTHEAST OF SOUTHWEST CORNER OF DEPOT, 0.1
 OQ0403'MILE NORTHWEST OF MILE POST 57, 33.1 FEET SOUTHWEST OF SOUTHWEST
 OQ0403'RAIL OF SIDE TRACK, 47.0 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN
 OQ0403'TRACK, 1.3 FEET NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN
 OQ0403'TOP OF CONCRETE POST 3 INCHES HIGH.  STAMPED R-147--1934
 OQ0403
 OQ0403                          STATION RECOVERY (1966)
 OQ0403
 OQ0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0202 ***********************************************************************
 OQ0202  DESIGNATION -  R 148
 OQ0202  PID         -  OQ0202
 OQ0202  STATE/COUNTY-  SD/UNION
 OQ0202  COUNTRY     -  US
 OQ0202  USGS QUAD   -  ALCESTER (2017)
 OQ0202
 OQ0202                         *CURRENT SURVEY CONTROL
 OQ0202  ______________________________________________________________________
 OQ0202* NAD 83(1986) POSITION- 43 03 19.81   (N) 096 44 57.57   (W)   HD_HELD1
 OQ0202* NAVD 88 ORTHO HEIGHT -   432.661 (meters)     1419.49  (feet) ADJUSTED
 OQ0202  ______________________________________________________________________
 OQ0202  GEOID HEIGHT    -        -25.899 (meters)                     GEOID18
 OQ0202  DYNAMIC HEIGHT  -        432.538 (meters)     1419.09  (feet) COMP
 OQ0202  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 OQ0202
 OQ0202  VERT ORDER      -  SECOND    CLASS 0
 OQ0202
 OQ0202.The horizontal coordinates were determined by differentially corrected
 OQ0202.hand held GPS observations or other comparable positioning techniques
 OQ0202.and have an estimated accuracy of +/- 3 meters.
 OQ0202
 OQ0202.The orthometric height was determined by differential leveling and
 OQ0202.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0202.in June 1991.
 OQ0202
 OQ0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0202.GEOID18 height accuracy estimate available here.
 OQ0202
 OQ0202.Click photographs - Photos may exist for this station.
 OQ0202
 OQ0202.The dynamic height is computed by dividing the NAVD 88
 OQ0202.geopotential number by the normal gravity value computed on the
 OQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0202.degrees latitude (g = 980.6199 gals.).
 OQ0202
 OQ0202.The modeled gravity was interpolated from observed gravity values.
 OQ0202
 OQ0202;                    North         East    Units  Estimated Accuracy
 OQ0202;SPC SD S     -    86,525.4     891,876.5     MT  (+/- 3 meters HH1 GPS) 
 OQ0202
 OQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8328669436(NAD 83)
 OQ0202
 OQ0202                          SUPERSEDED SURVEY CONTROL
 OQ0202
 OQ0202  NGVD 29 (??/??/92)  432.431  (m)         1418.73   (f) ADJ UNCH    2 0
 OQ0202
 OQ0202.Superseded values are not recommended for survey control.
 OQ0202
 OQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0202.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0202
 OQ0202_MARKER: DB = BENCH MARK DISK
 OQ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0202_STAMPING: R 148 1934
 OQ0202_MARK LOGO: CGS
 OQ0202_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0202+STABILITY: SURFACE MOTION
 OQ0202
 OQ0202  HISTORY     - Date     Condition        Report By
 OQ0202  HISTORY     - 1934     MONUMENTED       CGS
 OQ0202
 OQ0202                          STATION DESCRIPTION
 OQ0202
 OQ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0202'2.1 MI SE FROM BERESFORD.
 OQ0202'2.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0202'FROM THE STATION AT BERESFORD, UNION COUNTY, 0.3 MILE NORTHWEST
 OQ0202'OF MILEPOST 15, 160 YARDS NORTHWEST OF CULVERT 2633, 110 YARDS
 OQ0202'NORTHWEST OF THE CROSSING OF AN EAST AND WEST SECTION LINE ROAD,
 OQ0202'41.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 4.8 FEET SOUTHWEST
 OQ0202'OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED R 148 1934
 OQ0202'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OQ0202'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0438 ***********************************************************************
 OQ0438  DESIGNATION -  R 149
 OQ0438  PID         -  OQ0438
 OQ0438  STATE/COUNTY-  SD/HUTCHINSON
 OQ0438  COUNTRY     -  US
 OQ0438  USGS QUAD   -  MENNO (2017)
 OQ0438
 OQ0438                         *CURRENT SURVEY CONTROL
 OQ0438  ______________________________________________________________________
 OQ0438* NAD 83(1986) POSITION- 43 13 59.     (N) 097 35 09.     (W)   SCALED
 OQ0438* NAVD 88 ORTHO HEIGHT -   400.938 (meters)     1315.41  (feet) ADJUSTED
 OQ0438  ______________________________________________________________________
 OQ0438  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 OQ0438  DYNAMIC HEIGHT  -        400.830 (meters)     1315.06  (feet) COMP
 OQ0438  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 OQ0438
 OQ0438  VERT ORDER      -  SECOND    CLASS 0
 OQ0438
 OQ0438.The horizontal coordinates were scaled from a map and have
 OQ0438.an estimated accuracy of +/- 6 seconds.
 OQ0438
 OQ0438.The orthometric height was determined by differential leveling and
 OQ0438.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0438.in June 1991.
 OQ0438
 OQ0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0438.GEOID18 height accuracy estimate available here.
 OQ0438
 OQ0438.Click photographs - Photos may exist for this station.
 OQ0438
 OQ0438.The dynamic height is computed by dividing the NAVD 88
 OQ0438.geopotential number by the normal gravity value computed on the
 OQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0438.degrees latitude (g = 980.6199 gals.).
 OQ0438
 OQ0438.The modeled gravity was interpolated from observed gravity values.
 OQ0438
 OQ0438;                    North         East    Units  Estimated Accuracy
 OQ0438;SPC SD S     -   103,640.      823,130.      MT  (+/- 180 meters Scaled)
 OQ0438
 OQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN148876(NAD 83)
 OQ0438
 OQ0438                          SUPERSEDED SURVEY CONTROL
 OQ0438
 OQ0438  NGVD 29 (??/??/92)  400.692  (m)         1314.60   (f) ADJ UNCH    2 0
 OQ0438
 OQ0438.Superseded values are not recommended for survey control.
 OQ0438
 OQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0438.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0438
 OQ0438_MARKER: DB = BENCH MARK DISK
 OQ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0438_STAMPING: R 149 1934
 OQ0438_MARK LOGO: CGS
 OQ0438_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0438+STABILITY: SURFACE MOTION
 OQ0438
 OQ0438  HISTORY     - Date     Condition        Report By
 OQ0438  HISTORY     - 1934     MONUMENTED       CGS
 OQ0438  HISTORY     - 1954     MARK NOT FOUND   USGS
 OQ0438
 OQ0438                          STATION DESCRIPTION
 OQ0438
 OQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0438'0.4 MI SW FROM MENNO.
 OQ0438'0.4 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0438'PACIFIC RAILROAD FROM THE STATION AT MENNO, HUTCHINSON COUNTY,
 OQ0438'ABOUT 100 FEET SOUTHEAST OF THE EAST CORNER OF A CEMETERY, 48
 OQ0438'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 11 FEET
 OQ0438'SOUTHWEST OF A FENCE CORNER, AND 1 FOOT NORTHWEST OF THE
 OQ0438'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 149 1934 AND SET
 OQ0438'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 OQ0438'GROUND.
 OQ0438
 OQ0438                          STATION RECOVERY (1954)
 OQ0438
 OQ0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OQ0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0270 ***********************************************************************
 QR0270  DESIGNATION -  R 15
 QR0270  PID         -  QR0270
 QR0270  STATE/COUNTY-  SD/POTTER
 QR0270  COUNTRY     -  US
 QR0270  USGS QUAD   -  LEBANON (2017)
 QR0270
 QR0270                         *CURRENT SURVEY CONTROL
 QR0270  ______________________________________________________________________
 QR0270* NAD 83(1986) POSITION- 45 03 19.     (N) 099 50 16.     (W)   SCALED
 QR0270* NAVD 88 ORTHO HEIGHT -   618.132 (meters)     2027.99  (feet) ADJUSTED
 QR0270  ______________________________________________________________________
 QR0270  GEOID HEIGHT    -        -22.514 (meters)                     GEOID18
 QR0270  DYNAMIC HEIGHT  -        618.043 (meters)     2027.70  (feet) COMP
 QR0270  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 QR0270
 QR0270  VERT ORDER      -  FIRST     CLASS II
 QR0270
 QR0270.The horizontal coordinates were scaled from a map and have
 QR0270.an estimated accuracy of +/- 6 seconds.
 QR0270
 QR0270.The orthometric height was determined by differential leveling and
 QR0270.adjusted by the NATIONAL GEODETIC SURVEY
 QR0270.in July 1998.
 QR0270
 QR0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0270.GEOID18 height accuracy estimate available here.
 QR0270
 QR0270.Click photographs - Photos may exist for this station.
 QR0270
 QR0270.The dynamic height is computed by dividing the NAVD 88
 QR0270.geopotential number by the normal gravity value computed on the
 QR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0270.degrees latitude (g = 980.6199 gals.).
 QR0270
 QR0270.The modeled gravity was interpolated from observed gravity values.
 QR0270
 QR0270;                    North         East    Units  Estimated Accuracy
 QR0270;SPC SD N     -   135,800.      612,780.      MT  (+/- 180 meters Scaled)
 QR0270
 QR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ340894(NAD 83)
 QR0270
 QR0270                          SUPERSEDED SURVEY CONTROL
 QR0270
 QR0270  NAVD 88 (06/15/91)  617.935  (m)         2027.34   (f) SUPERSEDED  1 2
 QR0270  NGVD 29 (??/??/92)  617.563  (m)         2026.12   (f) ADJ UNCH    1 2
 QR0270
 QR0270.Superseded values are not recommended for survey control.
 QR0270
 QR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0270.See file dsdata.pdf to determine how the superseded data were derived.
 QR0270
 QR0270_MARKER: DB = BENCH MARK DISK
 QR0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0270_STAMPING: R 15 1926 2026.121
 QR0270_MARK LOGO: CGS
 QR0270_PROJECTION: RECESSED 10 CENTIMETERS
 QR0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0270+STABILITY: SURFACE MOTION
 QR0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0270+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 QR0270
 QR0270  HISTORY     - Date     Condition        Report By
 QR0270  HISTORY     - 1926     MONUMENTED       CGS
 QR0270  HISTORY     - 1973     GOOD             NGS
 QR0270  HISTORY     - 19960819 GOOD             NGS
 QR0270  HISTORY     - 20120613 GOOD             INDIV
 QR0270
 QR0270                          STATION DESCRIPTION
 QR0270
 QR0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0270'3.3 MI SW FROM LEBANON.
 QR0270'6.35 MILES EAST ALONG U.S. HIGHWAY 212 FROM MEMORIAL HOSPITAL
 QR0270'IN GETTYSBURG, AT A GRAVELED ROAD CROSSING, 192 FEET NORTH OF THE
 QR0270'CENTER OF THE ROAD INTERSECTION, 165 FEET NORTH OF THE CENTER
 QR0270'OF U.S. HIGHWAY 212, 114 FEET NORTH OF A POWER POLE, 68 FEET
 QR0270'SOUTH OF ANOTHER POWER POLE, 46 FEET NORTH OF THE CENTER OF THE
 QR0270'ABANDONED RAILWAY, 11.5 FEET WEST OF A METAL WITNESS POST,
 QR0270'AND SET IN THE TOP OF A CONCRETE MONUMENT 3-INCHES BELOW GROUND
 QR0270'SURFACE.
 QR0270
 QR0270                          STATION RECOVERY (1996)
 QR0270
 QR0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0270'10.5 KM (6.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QR0270'EXENE STREET IN GETTYSBERG, 95.0 M (311.7 FT) WEST OF MILEPOST 232,
 QR0270'54.0 M (177.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 34.6 M (113.5 FT)
 QR0270'NORTH-NORTHWEST OF UTILITY POLE NUMBER 94 L 11, 21.0 M (68.9 FT)
 QR0270'SOUTH-SOUTHWEST OF A UTILITY POLE, 8.1 M (26.6 FT) EAST OF THE CENTER
 QR0270'OF THE GRAVELED ROAD, 3.3 M (10.8 FT) WEST OF A WITNESS POST, 0.4 M
 QR0270'(1.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.1
 QR0270'M (0.3 FT) BELOW THE GROUND SURFACE.
 QR0270
 QR0270                          STATION RECOVERY (2012)
 QR0270
 QR0270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QR0270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0967 ***********************************************************************
 NM0967  DESIGNATION -  R 150
 NM0967  PID         -  NM0967
 NM0967  STATE/COUNTY-  SD/YANKTON
 NM0967  COUNTRY     -  US
 NM0967  USGS QUAD   -  MISSION HILL (2017)
 NM0967
 NM0967                         *CURRENT SURVEY CONTROL
 NM0967  ______________________________________________________________________
 NM0967* NAD 83(1986) POSITION- 42 54 35.     (N) 097 18 52.     (W)   SCALED
 NM0967* NAVD 88 ORTHO HEIGHT -   358.031 (meters)     1174.64  (feet) ADJUSTED
 NM0967  ______________________________________________________________________
 NM0967  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 NM0967  DYNAMIC HEIGHT  -        357.929 (meters)     1174.31  (feet) COMP
 NM0967  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 NM0967
 NM0967  VERT ORDER      -  SECOND    CLASS 0
 NM0967
 NM0967.The horizontal coordinates were scaled from a map and have
 NM0967.an estimated accuracy of +/- 6 seconds.
 NM0967
 NM0967.The orthometric height was determined by differential leveling and
 NM0967.adjusted by the NATIONAL GEODETIC SURVEY
 NM0967.in June 1991.
 NM0967
 NM0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0967.GEOID18 height accuracy estimate available here.
 NM0967
 NM0967.Click photographs - Photos may exist for this station.
 NM0967
 NM0967.The dynamic height is computed by dividing the NAVD 88
 NM0967.geopotential number by the normal gravity value computed on the
 NM0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0967.degrees latitude (g = 980.6199 gals.).
 NM0967
 NM0967.The modeled gravity was interpolated from observed gravity values.
 NM0967
 NM0967;                    North         East    Units  Estimated Accuracy
 NM0967;SPC SD S     -    68,510.      846,470.      MT  (+/- 180 meters Scaled)
 NM0967
 NM0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN375521(NAD 83)
 NM0967
 NM0967                          SUPERSEDED SURVEY CONTROL
 NM0967
 NM0967  NGVD 29 (??/??/92)  357.835  (m)         1174.00   (f) ADJ UNCH    2 0
 NM0967
 NM0967.Superseded values are not recommended for survey control.
 NM0967
 NM0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0967.See file dsdata.pdf to determine how the superseded data were derived.
 NM0967
 NM0967_MARKER: DB = BENCH MARK DISK
 NM0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0967_STAMPING: R 150 1934
 NM0967_MARK LOGO: CGS
 NM0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0967+STABILITY: SURFACE MOTION
 NM0967
 NM0967  HISTORY     - Date     Condition        Report By
 NM0967  HISTORY     - 1934     MONUMENTED       CGS
 NM0967
 NM0967                          STATION DESCRIPTION
 NM0967
 NM0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0967'4.8 MI NE FROM YANKTON.
 NM0967'4.8 MILES NORTHEAST OF STATION ALONG GREAT NORTHERN RWY. AT
 NM0967'YANKTON, 0.4 OF MILE SOUTHEAST OF SOUTHEAST CORNER OF RAILROAD
 NM0967'BRIDGE, 0.3 OF MILE SOUTHEAST OF M.P. 204, 51 FEET NORTHEAST OF
 NM0967'INTERSECTION OF CENTERLINES OF ROAD CROSSING TRACKS AND TRACKS,
 NM0967'49 FEET NORTHWEST OF NORTHWEST RAIL, 44 FEET SOUTHEAST OF
 NM0967'CENTERLINE OF STATE ROAD 50.  STANDARD TABLET SET IN TOP OF
 NM0967'CONCRETE POST 4 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0968 ***********************************************************************
 NM0968  DESIGNATION -  R 150 RESET
 NM0968  PID         -  NM0968
 NM0968  STATE/COUNTY-  SD/YANKTON
 NM0968  COUNTRY     -  US
 NM0968  USGS QUAD   -  MISSION HILL (2017)
 NM0968
 NM0968                         *CURRENT SURVEY CONTROL
 NM0968  ______________________________________________________________________
 NM0968* NAD 83(1986) POSITION- 42 54 35.     (N) 097 18 52.     (W)   SCALED
 NM0968* NAVD 88 ORTHO HEIGHT -   357.93  (+/-2cm)     1174.3   (feet) VERTCON3
 NM0968  ______________________________________________________________________
 NM0968  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 NM0968  VERT ORDER      -  THIRD (See Below)
 NM0968
 NM0968.The horizontal coordinates were scaled from a map and have
 NM0968.an estimated accuracy of +/- 6 seconds.
 NM0968
 NM0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0968
 NM0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0968.GEOID18 height accuracy estimate available here.
 NM0968
 NM0968.The vertical order pertains to the NGVD 29 superseded value.
 NM0968
 NM0968.Click photographs - Photos may exist for this station.
 NM0968
 NM0968;                    North         East    Units  Estimated Accuracy
 NM0968;SPC SD S     -    68,510.      846,470.      MT  (+/- 180 meters Scaled)
 NM0968
 NM0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN375521(NAD 83)
 NM0968
 NM0968                          SUPERSEDED SURVEY CONTROL
 NM0968
 NM0968  NGVD 29 (??/??/??)  357.73   (m)         1173.7    (f) RESET       3  
 NM0968
 NM0968.Superseded values are not recommended for survey control.
 NM0968
 NM0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0968.See file dsdata.pdf to determine how the superseded data were derived.
 NM0968
 NM0968_MARKER: DB = BENCH MARK DISK
 NM0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0968_STAMPING: R 150 RESET 1951
 NM0968_MARK LOGO: CGS
 NM0968_PROJECTION: PROJECTING 25 CENTIMETERS
 NM0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0968+STABILITY: SURFACE MOTION
 NM0968
 NM0968  HISTORY     - Date     Condition        Report By
 NM0968  HISTORY     - 1951     MONUMENTED       SDHD
 NM0968
 NM0968                          STATION DESCRIPTION
 NM0968
 NM0968'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1951
 NM0968'4.8 MI NE FROM YANKTON.
 NM0968'4.8 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 NM0968'STATION AT YANKTON, YANKTON COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST
 NM0968'204, 0.4 MILE SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, AT
 NM0968'A COUNTY-ROAD CROSSING, 50 FEET NORTHWEST OF THE CENTER LINE OF
 NM0968'THE TRACK, AND 40 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 NM0968'A STANDARD DISK, STAMPED R 150 RESET 1951 AND SET IN THE TOP OF
 NM0968'A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0234 ***********************************************************************
 QR0234  DESIGNATION -  R 16
 QR0234  PID         -  QR0234
 QR0234  STATE/COUNTY-  SD/FAULK
 QR0234  COUNTRY     -  US
 QR0234  USGS QUAD   -  NORBECK (2017)
 QR0234
 QR0234                         *CURRENT SURVEY CONTROL
 QR0234  ______________________________________________________________________
 QR0234* NAD 83(1986) POSITION- 45 08 41.     (N) 099 11 36.     (W)   SCALED
 QR0234* NAVD 88 ORTHO HEIGHT -   497.932 (meters)     1633.63  (feet) ADJUSTED
 QR0234  ______________________________________________________________________
 QR0234  GEOID HEIGHT    -        -23.470 (meters)                     GEOID18
 QR0234  DYNAMIC HEIGHT  -        497.872 (meters)     1633.44  (feet) COMP
 QR0234  MODELED GRAVITY -    980,480.9   (mgal)                       NAVD 88
 QR0234
 QR0234  VERT ORDER      -  FIRST     CLASS II
 QR0234
 QR0234.The horizontal coordinates were scaled from a map and have
 QR0234.an estimated accuracy of +/- 6 seconds.
 QR0234
 QR0234.The orthometric height was determined by differential leveling and
 QR0234.adjusted by the NATIONAL GEODETIC SURVEY
 QR0234.in June 1991.
 QR0234
 QR0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0234.GEOID18 height accuracy estimate available here.
 QR0234
 QR0234.Click photographs - Photos may exist for this station.
 QR0234
 QR0234.The dynamic height is computed by dividing the NAVD 88
 QR0234.geopotential number by the normal gravity value computed on the
 QR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0234.degrees latitude (g = 980.6199 gals.).
 QR0234
 QR0234.The modeled gravity was interpolated from observed gravity values.
 QR0234
 QR0234;                    North         East    Units  Estimated Accuracy
 QR0234;SPC SD N     -   146,040.      663,440.      MT  (+/- 180 meters Scaled)
 QR0234
 QR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ848990(NAD 83)
 QR0234
 QR0234                          SUPERSEDED SURVEY CONTROL
 QR0234
 QR0234  NGVD 29 (??/??/92)  497.578  (m)         1632.47   (f) ADJ UNCH    1 2
 QR0234
 QR0234.Superseded values are not recommended for survey control.
 QR0234
 QR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0234.See file dsdata.pdf to determine how the superseded data were derived.
 QR0234
 QR0234_MARKER: DB = BENCH MARK DISK
 QR0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0234_STAMPING: 1632.470 R 16 1926
 QR0234_MARK LOGO: CGS
 QR0234_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0234+STABILITY: SURFACE MOTION
 QR0234
 QR0234  HISTORY     - Date     Condition        Report By
 QR0234  HISTORY     - 1926     MONUMENTED       CGS
 QR0234  HISTORY     - 1934     GOOD             CGS
 QR0234
 QR0234                          STATION DESCRIPTION
 QR0234
 QR0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0234'0.2 MI S FROM MILLARD.
 QR0234'1/4 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0234'RAILROAD FROM MILLARD, FAULK COUNTY, ABOUT 350 FEET NORTHWEST
 QR0234'OF THE FIRST ROAD CROSSING SOUTH OF THE TOWN, 48.5 FEET WEST
 QR0234'OF THE CENTER LINE OF THE TRACK, 11.5 FEET SOUTH OF THE THIRD
 QR0234'POLE NORTH OF THE CROSSING, AND IN LINE WITH A ROW OF POLES.  A
 QR0234'STANDARD DISK, STAMPED 1632.470 R 16 1926 AND SET IN THE TOP OF
 QR0234'A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0336 ***********************************************************************
 QR0336  DESIGNATION -  R 17
 QR0336  PID         -  QR0336
 QR0336  STATE/COUNTY-  SD/MCPHERSON
 QR0336  COUNTRY     -  US
 QR0336  USGS QUAD   -  HILLSVIEW (2017)
 QR0336
 QR0336                         *CURRENT SURVEY CONTROL
 QR0336  ______________________________________________________________________
 QR0336* NAD 83(1986) POSITION- 45 39 04.     (N) 099 32 25.     (W)   SCALED
 QR0336* NAVD 88 ORTHO HEIGHT -   563.945 (meters)     1850.21  (feet) ADJUSTED
 QR0336  ______________________________________________________________________
 QR0336  GEOID HEIGHT    -        -22.815 (meters)                     GEOID18
 QR0336  DYNAMIC HEIGHT  -        563.897 (meters)     1850.05  (feet) COMP
 QR0336  MODELED GRAVITY -    980,512.5   (mgal)                       NAVD 88
 QR0336
 QR0336  VERT ORDER      -  FIRST     CLASS II
 QR0336
 QR0336.The horizontal coordinates were scaled from a map and have
 QR0336.an estimated accuracy of +/- 6 seconds.
 QR0336
 QR0336.The orthometric height was determined by differential leveling and
 QR0336.adjusted by the NATIONAL GEODETIC SURVEY
 QR0336.in June 1991.
 QR0336
 QR0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0336.GEOID18 height accuracy estimate available here.
 QR0336
 QR0336.Click photographs - Photos may exist for this station.
 QR0336
 QR0336.The dynamic height is computed by dividing the NAVD 88
 QR0336.geopotential number by the normal gravity value computed on the
 QR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0336.degrees latitude (g = 980.6199 gals.).
 QR0336
 QR0336.The modeled gravity was interpolated from observed gravity values.
 QR0336
 QR0336;                    North         East    Units  Estimated Accuracy
 QR0336;SPC SD N     -   202,100.      635,830.      MT  (+/- 180 meters Scaled)
 QR0336
 QR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR579554(NAD 83)
 QR0336
 QR0336                          SUPERSEDED SURVEY CONTROL
 QR0336
 QR0336  NGVD 29 (??/??/92)  563.552  (m)         1848.92   (f) ADJ UNCH    1 2
 QR0336
 QR0336.Superseded values are not recommended for survey control.
 QR0336
 QR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0336.See file dsdata.pdf to determine how the superseded data were derived.
 QR0336
 QR0336_MARKER: DB = BENCH MARK DISK
 QR0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0336_STAMPING: 1848.920 R 17 1927
 QR0336_MARK LOGO: CGS
 QR0336_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0336+STABILITY: SURFACE MOTION
 QR0336
 QR0336  HISTORY     - Date     Condition        Report By
 QR0336  HISTORY     - 1927     MONUMENTED       CGS
 QR0336  HISTORY     - 1934     GOOD             CGS
 QR0336
 QR0336                          STATION DESCRIPTION
 QR0336
 QR0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0336'1.2 MI SE FROM HILLSVIEW.
 QR0336'1-1/4 MILES SOUTHEAST ALONG THE CHICAGO MILWAUKEE, ST. PAUL
 QR0336'AND PACIFIC RAILROAD FROM HILLSVIEW, MC PHERSON COUNTY, AT
 QR0336'A ROAD CROSSING, 36 FEET WEST OF THE CENTER LINE OF THE TRACK,
 QR0336'34 FEET NORTH OF A CORNER POST ON THE NORTH SIDE OF A SECTION-LINE
 QR0336'ROAD, 14.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 14.5 FEET
 QR0336'NORTHWEST OF THE FIRST POLE NORTH OF THE CROSSING, AND ABOUT
 QR0336'1/2 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED 1848.920
 QR0336'R 17 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QR0336'4 INCHES ABOVE GROUND.
 QR0336
 QR0336                          STATION RECOVERY (1934)
 QR0336
 QR0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2071 ***********************************************************************
 PU2071  DESIGNATION -  R 176
 PU2071  PID         -  PU2071
 PU2071  STATE/COUNTY-  SD/BUTTE
 PU2071  COUNTRY     -  US
 PU2071  USGS QUAD   -  JOLLY (2017)
 PU2071
 PU2071                         *CURRENT SURVEY CONTROL
 PU2071  ______________________________________________________________________
 PU2071* NAD 83(1986) POSITION- 44 35 30.     (N) 103 52 12.     (W)   SCALED
 PU2071* NAVD 88 ORTHO HEIGHT -   982.817 (meters)     3224.46  (feet) ADJUSTED
 PU2071  ______________________________________________________________________
 PU2071  GEOID HEIGHT    -        -15.043 (meters)                     GEOID18
 PU2071  DYNAMIC HEIGHT  -        982.520 (meters)     3223.48  (feet) COMP
 PU2071  MODELED GRAVITY -    980,281.3   (mgal)                       NAVD 88
 PU2071
 PU2071  VERT ORDER      -  FIRST     CLASS II
 PU2071
 PU2071.The horizontal coordinates were scaled from a map and have
 PU2071.an estimated accuracy of +/- 6 seconds.
 PU2071
 PU2071.The orthometric height was determined by differential leveling and
 PU2071.adjusted by the NATIONAL GEODETIC SURVEY
 PU2071.in June 1991.
 PU2071
 PU2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2071.GEOID18 height accuracy estimate available here.
 PU2071
 PU2071.Click photographs - Photos may exist for this station.
 PU2071
 PU2071.The dynamic height is computed by dividing the NAVD 88
 PU2071.geopotential number by the normal gravity value computed on the
 PU2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2071.degrees latitude (g = 980.6199 gals.).
 PU2071
 PU2071.The modeled gravity was interpolated from observed gravity values.
 PU2071
 PU2071;                    North         East    Units  Estimated Accuracy
 PU2071;SPC SD N     -    91,610.      292,830.      MT  (+/- 180 meters Scaled)
 PU2071
 PU2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK896382(NAD 83)
 PU2071
 PU2071                          SUPERSEDED SURVEY CONTROL
 PU2071
 PU2071  NGVD 29 (??/??/92)  982.315  (m)         3222.81   (f) ADJ UNCH    1 2
 PU2071
 PU2071.Superseded values are not recommended for survey control.
 PU2071
 PU2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2071.See file dsdata.pdf to determine how the superseded data were derived.
 PU2071
 PU2071_MARKER: DB = BENCH MARK DISK
 PU2071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU2071_SP_SET: ABUTMENT
 PU2071_STAMPING: R 176 1934
 PU2071_MARK LOGO: CGS
 PU2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2071+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 PU2071
 PU2071  HISTORY     - Date     Condition        Report By
 PU2071  HISTORY     - 1934     MONUMENTED       CGS
 PU2071  HISTORY     - 1962     GOOD             CGS
 PU2071  HISTORY     - 1984     GOOD             NGS
 PU2071  HISTORY     - 19960415 GOOD             NGS
 PU2071
 PU2071                          STATION DESCRIPTION
 PU2071
 PU2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2071'5.4 MI S FROM BELLE FOURCHE.
 PU2071'ABOUT 4.95 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY
 PU2071'COURT HOUSE AT BELLE FOURCHE, THENCE 0.45 MILE SOUTHWEST ALONG
 PU2071'OLD HIGHWAY.  SET IN TOP AND AT THE EAST END OF THE SOUTH ABUTMENT
 PU2071'OF A CONCRETE BRIDGE UNDER THE OLD HIGHWAY, 9 FEET SOUTH OF
 PU2071'THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 1/2 FEET ABOVE THE
 PU2071'HIGHWAY.  DRILLED IN HORIZONTAL.
 PU2071
 PU2071                          STATION RECOVERY (1984)
 PU2071
 PU2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2071'RECOVERED IN GOOD CONDITION.
 PU2071
 PU2071                          STATION RECOVERY (1996)
 PU2071
 PU2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2071'8.2 KM (5.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 PU2071'IN BELLE FOURCHE, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG A PAVED ROAD,
 PU2071'IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE NORTHEAST
 PU2071'CONCRETE ABUTMENT PARAPET OF A BRIDGE SPANNING THE RED WATER RIVER,
 PU2071'2.9 M (9.5 FT) SOUTHEAST OF THE ROAD CENTER, AND 0.9 M (3.0 FT) ABOVE
 PU2071'THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1624 ***********************************************************************
 PU1624  DESIGNATION -  R 177
 PU1624  PID         -  PU1624
 PU1624  STATE/COUNTY-  SD/PENNINGTON
 PU1624  COUNTRY     -  US
 PU1624  USGS QUAD   -  ROCHFORD (2017)
 PU1624
 PU1624                         *CURRENT SURVEY CONTROL
 PU1624  ______________________________________________________________________
 PU1624* NAD 83(1986) POSITION- 44 06 50.95   (N) 103 41 37.46   (W)   HD_HELD1
 PU1624* NAVD 88 ORTHO HEIGHT -  1569.141 (meters)     5148.09  (feet) ADJUSTED
 PU1624  ______________________________________________________________________
 PU1624  GEOID HEIGHT    -        -13.260 (meters)                     GEOID18
 PU1624  DYNAMIC HEIGHT  -       1568.429 (meters)     5145.75  (feet) COMP
 PU1624  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 PU1624
 PU1624  VERT ORDER      -  SECOND    CLASS 0
 PU1624
 PU1624.The horizontal coordinates were determined by differentially corrected
 PU1624.hand held GPS observations or other comparable positioning techniques
 PU1624.and have an estimated accuracy of +/- 3 meters.
 PU1624
 PU1624.The orthometric height was determined by differential leveling and
 PU1624.adjusted by the NATIONAL GEODETIC SURVEY
 PU1624.in June 1991.
 PU1624
 PU1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1624.GEOID18 height accuracy estimate available here.
 PU1624
 PU1624.Click photographs - Photos may exist for this station.
 PU1624
 PU1624.The dynamic height is computed by dividing the NAVD 88
 PU1624.geopotential number by the normal gravity value computed on the
 PU1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1624.degrees latitude (g = 980.6199 gals.).
 PU1624
 PU1624.The modeled gravity was interpolated from observed gravity values.
 PU1624
 PU1624;                    North         East    Units  Estimated Accuracy
 PU1624;SPC SD S     -   203,279.0     331,080.3     MT  (+/- 3 meters HH1 GPS) 
 PU1624
 PU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0452785381(NAD 83)
 PU1624
 PU1624                          SUPERSEDED SURVEY CONTROL
 PU1624
 PU1624  NGVD 29 (??/??/92) 1568.484  (m)         5145.93   (f) ADJ UNCH    2 0
 PU1624
 PU1624.Superseded values are not recommended for survey control.
 PU1624
 PU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1624.See file dsdata.pdf to determine how the superseded data were derived.
 PU1624
 PU1624_MARKER: DB = BENCH MARK DISK
 PU1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1624_STAMPING: R 177 1934
 PU1624_MARK LOGO: CGS
 PU1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1624+STABILITY: SURFACE MOTION
 PU1624
 PU1624  HISTORY     - Date     Condition        Report By
 PU1624  HISTORY     - 1934     MONUMENTED       CGS
 PU1624  HISTORY     - 1938     GOOD             CGS
 PU1624  HISTORY     - 20110513 MARK NOT FOUND   GEOCAC
 PU1624
 PU1624                          STATION DESCRIPTION
 PU1624
 PU1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1624'0.9 MI E FROM ROCHFORD.
 PU1624'0.9 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PU1624'FROM THE STATION AT ROCHFORD, PENNINGTON COUNTY, AT THE KENNEDY
 PU1624'SPUR, ABOUT 215 FEET EAST OF BRIDGE 81.18, 69 FEET NORTHEAST OF
 PU1624'THE ROAD CROSSING AT THE WEST END OF THE SPUR, AND 43.2 FEET
 PU1624'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 PU1624'STAMPED R 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PU1624
 PU1624                          STATION RECOVERY (2011)
 PU1624
 PU1624'RECOVERY NOTE BY GEOCACHING 2011
 PU1624'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0350 ***********************************************************************
 OS0350  DESIGNATION -  R 18
 OS0350  PID         -  OS0350
 OS0350  STATE/COUNTY-  SD/BENNETT
 OS0350  COUNTRY     -  US
 OS0350  USGS QUAD   -  MARTIN (2017)
 OS0350
 OS0350                         *CURRENT SURVEY CONTROL
 OS0350  ______________________________________________________________________
 OS0350* NAD 83(1986) POSITION- 43 10 31.     (N) 101 44 08.     (W)   SCALED
 OS0350* NAVD 88 ORTHO HEIGHT -  1015.540 (meters)     3331.82  (feet) ADJUSTED
 OS0350  ______________________________________________________________________
 OS0350  GEOID HEIGHT    -        -19.707 (meters)                     GEOID18
 OS0350  DYNAMIC HEIGHT  -       1015.110 (meters)     3330.41  (feet) COMP
 OS0350  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 OS0350
 OS0350  VERT ORDER      -  SECOND    CLASS 0
 OS0350
 OS0350.The horizontal coordinates were scaled from a map and have
 OS0350.an estimated accuracy of +/- 6 seconds.
 OS0350
 OS0350.The orthometric height was determined by differential leveling and
 OS0350.adjusted by the NATIONAL GEODETIC SURVEY
 OS0350.in June 1991.
 OS0350
 OS0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0350.GEOID18 height accuracy estimate available here.
 OS0350
 OS0350.Click photographs - Photos may exist for this station.
 OS0350
 OS0350.The dynamic height is computed by dividing the NAVD 88
 OS0350.geopotential number by the normal gravity value computed on the
 OS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0350.degrees latitude (g = 980.6199 gals.).
 OS0350
 OS0350.The modeled gravity was interpolated from observed gravity values.
 OS0350
 OS0350;                    North         East    Units  Estimated Accuracy
 OS0350;SPC SD S     -    94,500.      486,000.      MT  (+/- 180 meters Scaled)
 OS0350
 OS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN776839(NAD 83)
 OS0350
 OS0350                          SUPERSEDED SURVEY CONTROL
 OS0350
 OS0350  NGVD 29 (??/??/92) 1015.090  (m)         3330.34   (f) ADJ UNCH    2 0
 OS0350
 OS0350.Superseded values are not recommended for survey control.
 OS0350
 OS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0350.See file dsdata.pdf to determine how the superseded data were derived.
 OS0350
 OS0350_MARKER: DB = BENCH MARK DISK
 OS0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0350_STAMPING: R 18 1934
 OS0350_MARK LOGO: CGS
 OS0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0350+STABILITY: SURFACE MOTION
 OS0350
 OS0350  HISTORY     - Date     Condition        Report By
 OS0350  HISTORY     - 1934     MONUMENTED       CGS
 OS0350
 OS0350                          STATION DESCRIPTION
 OS0350
 OS0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0350'AT MARTIN.
 OS0350'AT MARTIN, BENNETT COUNTY, ON THE GROUNDS OF THE COUNTY
 OS0350'COURTHOUSE, 52 FEET NORTH OF THE CENTERLINE OF MAIN STREET, 69
 OS0350'FEET WEST OF THE CENTERLINE OF A CROSS STREET, AND 2 FEET NORTH
 OS0350'OF A FENCE.  A STANDARD DISK, STAMPED R 18 1934 AND SET IN THE
 OS0350'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1683 ***********************************************************************
 PU1683  DESIGNATION -  R 183
 PU1683  PID         -  PU1683
 PU1683  STATE/COUNTY-  SD/LAWRENCE
 PU1683  COUNTRY     -  US
 PU1683  USGS QUAD   -  BUCKHORN (2017)
 PU1683
 PU1683                         *CURRENT SURVEY CONTROL
 PU1683  ______________________________________________________________________
 PU1683* NAD 83(1986) POSITION- 44 12 18.     (N) 104 00 00.     (W)   SCALED
 PU1683* NAVD 88 ORTHO HEIGHT -  2006.936 (meters)     6584.42  (feet) ADJUSTED
 PU1683  ______________________________________________________________________
 PU1683  GEOID HEIGHT    -        -12.834 (meters)                     GEOID18
 PU1683  DYNAMIC HEIGHT  -       2005.977 (meters)     6581.28  (feet) COMP
 PU1683  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 PU1683
 PU1683  VERT ORDER      -  SECOND    CLASS 0
 PU1683
 PU1683.The horizontal coordinates were scaled from a map and have
 PU1683.an estimated accuracy of +/- 6 seconds.
 PU1683
 PU1683.The orthometric height was determined by differential leveling and
 PU1683.adjusted by the NATIONAL GEODETIC SURVEY
 PU1683.in June 1991.
 PU1683
 PU1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1683.GEOID18 height accuracy estimate available here.
 PU1683
 PU1683.Click photographs - Photos may exist for this station.
 PU1683
 PU1683.The dynamic height is computed by dividing the NAVD 88
 PU1683.geopotential number by the normal gravity value computed on the
 PU1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1683.degrees latitude (g = 980.6199 gals.).
 PU1683
 PU1683.The modeled gravity was interpolated from observed gravity values.
 PU1683
 PU1683;                    North         East    Units  Estimated Accuracy
 PU1683;SPC SD N     -    49,200.      280,400.      MT  (+/- 180 meters Scaled)
 PU1683
 PU1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ798951(NAD 83)
 PU1683
 PU1683                          SUPERSEDED SURVEY CONTROL
 PU1683
 PU1683  NGVD 29 (??/??/92) 2006.230  (m)         6582.11   (f) ADJ UNCH    2 0
 PU1683
 PU1683.Superseded values are not recommended for survey control.
 PU1683
 PU1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1683.See file dsdata.pdf to determine how the superseded data were derived.
 PU1683
 PU1683_MARKER: DB = BENCH MARK DISK
 PU1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1683_STAMPING: R 183 1934
 PU1683_MARK LOGO: CGS
 PU1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1683+STABILITY: SURFACE MOTION
 PU1683
 PU1683  HISTORY     - Date     Condition        Report By
 PU1683  HISTORY     - 1934     MONUMENTED       CGS
 PU1683  HISTORY     - 1957     GOOD             CGS
 PU1683
 PU1683                          STATION DESCRIPTION
 PU1683
 PU1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PU1683'19.7 MI SW FROM LEAD.
 PU1683'19.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM LEAD, LAWRENCE
 PU1683'COUNTY, 5.2 MILES NORTHWEST OF THE SOUTH DAKOTA-WYOMING STATE
 PU1683'LINE, 92 FEET WEST OF THE NORTHWEST CORNER OF O NEIL SCHOOL,
 PU1683'24 FEET NORTH OF A SMALL SPRING, AND 22.6 FEET SOUTH OF THE
 PU1683'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 183 1934
 PU1683'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0299 ***********************************************************************
 OQ0299  DESIGNATION -  R 2
 OQ0299  PID         -  OQ0299
 OQ0299  STATE/COUNTY-  SD/MOODY
 OQ0299  COUNTRY     -  US
 OQ0299  USGS QUAD   -  COLMAN (2017)
 OQ0299
 OQ0299                         *CURRENT SURVEY CONTROL
 OQ0299  ______________________________________________________________________
 OQ0299* NAD 83(1986) POSITION- 43 59 35.     (N) 096 45 17.     (W)   SCALED
 OQ0299* NAVD 88 ORTHO HEIGHT -   512.743 (meters)     1682.22  (feet) ADJUSTED
 OQ0299  ______________________________________________________________________
 OQ0299  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 OQ0299  DYNAMIC HEIGHT  -        512.622 (meters)     1681.83  (feet) COMP
 OQ0299  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 OQ0299
 OQ0299  VERT ORDER      -  FIRST     CLASS II
 OQ0299
 OQ0299.The horizontal coordinates were scaled from a map and have
 OQ0299.an estimated accuracy of +/- 6 seconds.
 OQ0299
 OQ0299.The orthometric height was determined by differential leveling and
 OQ0299.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0299.in June 1991.
 OQ0299
 OQ0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0299.GEOID18 height accuracy estimate available here.
 OQ0299
 OQ0299.Click photographs - Photos may exist for this station.
 OQ0299
 OQ0299.The dynamic height is computed by dividing the NAVD 88
 OQ0299.geopotential number by the normal gravity value computed on the
 OQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0299.degrees latitude (g = 980.6199 gals.).
 OQ0299
 OQ0299.The modeled gravity was interpolated from observed gravity values.
 OQ0299
 OQ0299;                    North         East    Units  Estimated Accuracy
 OQ0299;SPC SD S     -   190,570.      886,950.      MT  (+/- 180 meters Scaled)
 OQ0299
 OQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP800735(NAD 83)
 OQ0299
 OQ0299                          SUPERSEDED SURVEY CONTROL
 OQ0299
 OQ0299  NGVD 29 (??/??/92)  512.459  (m)         1681.29   (f) ADJ UNCH    1 2
 OQ0299
 OQ0299.Superseded values are not recommended for survey control.
 OQ0299
 OQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0299.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0299
 OQ0299_MARKER: P = PIPE CAP
 OQ0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0299_STAMPING: ELEV 1681.293 FT
 OQ0299_MARK LOGO: CGS
 OQ0299_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0299
 OQ0299  HISTORY     - Date     Condition        Report By
 OQ0299  HISTORY     - 1905     MONUMENTED       CGS
 OQ0299  HISTORY     - 1934     GOOD             CGS
 OQ0299  HISTORY     - 19900524 MARK NOT FOUND   NGS
 OQ0299  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0299
 OQ0299                          STATION DESCRIPTION
 OQ0299
 OQ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0299'3.1 MI E FROM COLMAN.
 OQ0299'3.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OQ0299'PACIFIC RAILROAD FROM COLMAN, MOODY COUNTY, AT THE CROSSING OF A
 OQ0299'ROAD ON THE NORTH LINE OF SECTION 18, T 106 N, R 49 W, 137 FEET
 OQ0299'SOUTH OF THE ROAD, 53.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OQ0299'TRACK, 2.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1-1/2
 OQ0299'FEET LOWER THAN THE TRACK.  A STANDARD CAP FASTENED ON THE TOP
 OQ0299'OF A 3-1/2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE THE GROUND.
 OQ0299
 OQ0299                          STATION RECOVERY (1990)
 OQ0299
 OQ0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0299'MARK NOT FOUND.
 OQ0299
 OQ0299                          STATION RECOVERY (2012)
 OQ0299
 OQ0299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0515 ***********************************************************************
 QS0515  DESIGNATION -  R 20
 QS0515  PID         -  QS0515
 QS0515  STATE/COUNTY-  SD/ZIEBACH
 QS0515  COUNTRY     -  US
 QS0515  USGS QUAD   -  DUPREE (2017)
 QS0515
 QS0515                         *CURRENT SURVEY CONTROL
 QS0515  ______________________________________________________________________
 QS0515* NAD 83(1986) POSITION- 45 02 10.     (N) 101 37 27.     (W)   SCALED
 QS0515* NAVD 88 ORTHO HEIGHT -   725.864 (meters)     2381.44  (feet) ADJUSTED
 QS0515  ______________________________________________________________________
 QS0515  GEOID HEIGHT    -        -20.495 (meters)                     GEOID18
 QS0515  DYNAMIC HEIGHT  -        725.719 (meters)     2380.96  (feet) COMP
 QS0515  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 QS0515
 QS0515  VERT ORDER      -  FIRST     CLASS II
 QS0515
 QS0515.The horizontal coordinates were scaled from a map and have
 QS0515.an estimated accuracy of +/- 6 seconds.
 QS0515
 QS0515.The orthometric height was determined by differential leveling and
 QS0515.adjusted by the NATIONAL GEODETIC SURVEY
 QS0515.in June 1991.
 QS0515
 QS0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0515.GEOID18 height accuracy estimate available here.
 QS0515
 QS0515.Click photographs - Photos may exist for this station.
 QS0515
 QS0515.The dynamic height is computed by dividing the NAVD 88
 QS0515.geopotential number by the normal gravity value computed on the
 QS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0515.degrees latitude (g = 980.6199 gals.).
 QS0515
 QS0515.The modeled gravity was interpolated from observed gravity values.
 QS0515
 QS0515;                    North         East    Units  Estimated Accuracy
 QS0515;SPC SD N     -   134,940.      472,040.      MT  (+/- 180 meters Scaled)
 QS0515
 QS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ933903(NAD 83)
 QS0515
 QS0515                          SUPERSEDED SURVEY CONTROL
 QS0515
 QS0515  NGVD 29 (??/??/92)  725.413  (m)         2379.96   (f) ADJ UNCH    1 2
 QS0515
 QS0515.Superseded values are not recommended for survey control.
 QS0515
 QS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0515.See file dsdata.pdf to determine how the superseded data were derived.
 QS0515
 QS0515_MARKER: DB = BENCH MARK DISK
 QS0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0515_STAMPING: R 20 1933
 QS0515_MARK LOGO: CGS
 QS0515_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0515+STABILITY: SURFACE MOTION
 QS0515
 QS0515  HISTORY     - Date     Condition        Report By
 QS0515  HISTORY     - 1933     MONUMENTED       CGS
 QS0515  HISTORY     - 1934     GOOD             CGS
 QS0515  HISTORY     - 19960510 MARK NOT FOUND   NGS
 QS0515
 QS0515                          STATION DESCRIPTION
 QS0515
 QS0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0515'1.5 MI SW FROM DUPREE.
 QS0515'1.5 MILES SOUTHWEST OF, ALONG CHERRY CREEK ROAD, 0.5 MILE NORTH
 QS0515'OF FARM HOUSE, 300 FEET SOUTH OF CURVE IN ROAD, 150 FEET SOUTH
 QS0515'OF DRY CREEK, 68 FEET WEST OF CENTER OF ROAD.  STANDARD DISK,
 QS0515'STAMPED R 20 1933 SET IN CONCRETE MONUMENT.  MARK PROJECTS 3
 QS0515'INCHES ABOVE SURFACE OF GROUND.
 QS0515
 QS0515                          STATION RECOVERY (1934)
 QS0515
 QS0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0515'RECOVERED IN GOOD CONDITION.
 QS0515
 QS0515                          STATION RECOVERY (1996)
 QS0515
 QS0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0515'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0067 ***********************************************************************
 QR0067  DESIGNATION -  R 20
 QR0067  PID         -  QR0067
 QR0067  STATE/COUNTY-  SD/BROWN
 QR0067  COUNTRY     -  US
 QR0067  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0067
 QR0067                         *CURRENT SURVEY CONTROL
 QR0067  ______________________________________________________________________
 QR0067* NAD 83(1986) POSITION- 45 27 53.3    (N) 098 29 08.9    (W)   HD_HELD2
 QR0067* NAVD 88 ORTHO HEIGHT -   398.571 (meters)     1307.65  (feet) ADJUSTED
 QR0067  ______________________________________________________________________
 QR0067  GEOID HEIGHT    -        -24.422 (meters)                     GEOID18
 QR0067  DYNAMIC HEIGHT  -        398.545 (meters)     1307.56  (feet) COMP
 QR0067  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 QR0067
 QR0067  VERT ORDER      -  FIRST     CLASS II
 QR0067
 QR0067.The horizontal coordinates were established by autonomous hand held GPS
 QR0067.observations and have an estimated accuracy of +/- 10 meters.
 QR0067
 QR0067.The orthometric height was determined by differential leveling and
 QR0067.adjusted by the NATIONAL GEODETIC SURVEY
 QR0067.in June 1991.
 QR0067
 QR0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0067.GEOID18 height accuracy estimate available here.
 QR0067
 QR0067.Click photographs - Photos may exist for this station.
 QR0067
 QR0067.The dynamic height is computed by dividing the NAVD 88
 QR0067.geopotential number by the normal gravity value computed on the
 QR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0067.degrees latitude (g = 980.6199 gals.).
 QR0067
 QR0067.The modeled gravity was interpolated from observed gravity values.
 QR0067
 QR0067;                    North         East    Units  Estimated Accuracy
 QR0067;SPC SD N     -   182,404.      718,409.      MT  (+/- 10 meters HH2 GPS)
 QR0067
 QR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4019734715(NAD 83)
 QR0067
 QR0067                          SUPERSEDED SURVEY CONTROL
 QR0067
 QR0067  NGVD 29 (??/??/92)  398.278  (m)         1306.68   (f) ADJ UNCH    1 2
 QR0067
 QR0067.Superseded values are not recommended for survey control.
 QR0067
 QR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0067.See file dsdata.pdf to determine how the superseded data were derived.
 QR0067
 QR0067_MARKER: DB = BENCH MARK DISK
 QR0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0067_SP_SET: BUILDING
 QR0067_STAMPING: R 20 1931 1306.684
 QR0067_MARK LOGO: CGS
 QR0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0067+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0067
 QR0067  HISTORY     - Date     Condition        Report By
 QR0067  HISTORY     - 1931     MONUMENTED       CGS
 QR0067  HISTORY     - 1934     GOOD             CGS
 QR0067  HISTORY     - 19970314 GOOD             NGS
 QR0067
 QR0067                          STATION DESCRIPTION
 QR0067
 QR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0067'IN ABERDEEN.
 QR0067'AT ABERDEEN, BROWN COUNTY, AT THE GREAT NORTHERN RAILWAY PASSENGER
 QR0067'STATION, IN THE WEST WALL, 27 FEET NORTH OF THE SOUTHWEST
 QR0067'CORNER, AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 QR0067'1306.684 R 20 1931 AND SET VERTICALLY.
 QR0067
 QR0067                          STATION RECOVERY (1934)
 QR0067
 QR0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0067'RECOVERED IN GOOD CONDITION.
 QR0067
 QR0067                          STATION RECOVERY (1997)
 QR0067
 QR0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0067'IN ABERDEEN, AT THE INTERSECTION OF RAILROAD AVENUE SOUTHEAST AND
 QR0067'SOUTH COURT STREET, SET VERTICALLY IN THE WEST FACE OF A LAW OFFICE AT
 QR0067'ONE COURT STREET (OLD GREAT NORTHERN RAILROAD STATION), 35.9 M (117.8
 QR0067'FT) SOUTH OF THE AVENUE CENTER, 14.0 M (45.9 FT) WEST OF THE STREET
 QR0067'CENTER, 8.5 M (27.9 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 QR0067'AND 1.6 M (5.2 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0489 ***********************************************************************
 PT0489  DESIGNATION -  R 21
 PT0489  PID         -  PT0489
 PT0489  STATE/COUNTY-  SD/HAAKON
 PT0489  COUNTRY     -  US
 PT0489  USGS QUAD   -  MURRAY DRAW (2017)
 PT0489
 PT0489                         *CURRENT SURVEY CONTROL
 PT0489  ______________________________________________________________________
 PT0489* NAD 83(1986) POSITION- 44 28 01.     (N) 101 37 08.     (W)   SCALED
 PT0489* NAVD 88 ORTHO HEIGHT -   708.555 (meters)     2324.65  (feet) ADJUSTED
 PT0489  ______________________________________________________________________
 PT0489  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 PT0489  DYNAMIC HEIGHT  -        708.380 (meters)     2324.08  (feet) COMP
 PT0489  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 PT0489
 PT0489  VERT ORDER      -  FIRST     CLASS II
 PT0489
 PT0489.The horizontal coordinates were scaled from a map and have
 PT0489.an estimated accuracy of +/- 6 seconds.
 PT0489
 PT0489.The orthometric height was determined by differential leveling and
 PT0489.adjusted by the NATIONAL GEODETIC SURVEY
 PT0489.in June 1991.
 PT0489
 PT0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0489.GEOID18 height accuracy estimate available here.
 PT0489
 PT0489.Click photographs - Photos may exist for this station.
 PT0489
 PT0489.The dynamic height is computed by dividing the NAVD 88
 PT0489.geopotential number by the normal gravity value computed on the
 PT0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0489.degrees latitude (g = 980.6199 gals.).
 PT0489
 PT0489.The modeled gravity was interpolated from observed gravity values.
 PT0489
 PT0489;                    North         East    Units  Estimated Accuracy
 PT0489;SPC SD S     -   237,830.      497,710.      MT  (+/- 180 meters Scaled)
 PT0489
 PT0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ916270(NAD 83)
 PT0489
 PT0489                          SUPERSEDED SURVEY CONTROL
 PT0489
 PT0489  NGVD 29 (??/??/92)  708.098  (m)         2323.15   (f) ADJ UNCH    1 2
 PT0489
 PT0489.Superseded values are not recommended for survey control.
 PT0489
 PT0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0489.See file dsdata.pdf to determine how the superseded data were derived.
 PT0489
 PT0489_MARKER: DB = BENCH MARK DISK
 PT0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0489_STAMPING: R 21 1933
 PT0489_MARK LOGO: CGS
 PT0489_PROJECTION: PROJECTING 23 CENTIMETERS
 PT0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0489+STABILITY: SURFACE MOTION
 PT0489
 PT0489  HISTORY     - Date     Condition        Report By
 PT0489  HISTORY     - 1933     MONUMENTED       CGS
 PT0489  HISTORY     - 1934     GOOD             CGS
 PT0489
 PT0489                          STATION DESCRIPTION
 PT0489
 PT0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0489'3.1 MI E FROM MILESVILLE.
 PT0489'3.1 MILES EAST AND 0.5 MILE NORTH ALONG THE CHERRY CREEK ROAD
 PT0489'FROM MILESVILLE, HAAKON COUNTY, 250 FEET NORTH OF AN EAST-AND-WEST
 PT0489'HALF-SECTION LINE, IN THE T. HARTY FARMYARD, 200 FEET SOUTH OF
 PT0489'THE FARMHOUSE, 300 FEET WEST OF THE BARN, AND 34 FEET EAST OF
 PT0489'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED R 21 1933
 PT0489'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE
 PT0489'GROUND.
 PT0489
 PT0489                          STATION RECOVERY (1934)
 PT0489
 PT0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0399 ***********************************************************************
 OS0399  DESIGNATION -  R 22 RESET
 OS0399  PID         -  OS0399
 OS0399  STATE/COUNTY-  SD/JACKSON
 OS0399  COUNTRY     -  US
 OS0399  USGS QUAD   -  WETA (2017)
 OS0399
 OS0399                         *CURRENT SURVEY CONTROL
 OS0399  ______________________________________________________________________
 OS0399* NAD 83(1986) POSITION- 43 50 08.     (N) 101 39 40.     (W)   SCALED
 OS0399* NAVD 88 ORTHO HEIGHT -   759.30  (+/-2cm)     2491.1   (feet) VERTCON3
 OS0399  ______________________________________________________________________
 OS0399  GEOID HEIGHT    -        -21.032 (meters)                     GEOID18
 OS0399  VERT ORDER      -  THIRD (See Below)
 OS0399
 OS0399.The horizontal coordinates were scaled from a map and have
 OS0399.an estimated accuracy of +/- 6 seconds.
 OS0399
 OS0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0399
 OS0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0399.GEOID18 height accuracy estimate available here.
 OS0399
 OS0399.The vertical order pertains to the NGVD 29 superseded value.
 OS0399
 OS0399.Click photographs - Photos may exist for this station.
 OS0399
 OS0399;                    North         East    Units  Estimated Accuracy
 OS0399;SPC SD S     -   167,740.      493,220.      MT  (+/- 180 meters Scaled)
 OS0399
 OS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860570(NAD 83)
 OS0399
 OS0399                          SUPERSEDED SURVEY CONTROL
 OS0399
 OS0399  NGVD 29 (??/??/??)  758.84   (m)         2489.6    (f) RESET       3  
 OS0399
 OS0399.Superseded values are not recommended for survey control.
 OS0399
 OS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0399.See file dsdata.pdf to determine how the superseded data were derived.
 OS0399
 OS0399_MARKER: DB = BENCH MARK DISK
 OS0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0399_STAMPING: R 22 1933 RESET 1956
 OS0399_MARK LOGO: CGS
 OS0399_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0399+STABILITY: SURFACE MOTION
 OS0399
 OS0399  HISTORY     - Date     Condition        Report By
 OS0399  HISTORY     - 1956     MONUMENTED       CGS
 OS0399  HISTORY     - 1985     MARK NOT FOUND   NGS
 OS0399
 OS0399                          STATION DESCRIPTION
 OS0399
 OS0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OS0399'7.7 MI W FROM KADOKA.
 OS0399'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 FROM KADOKA, JACKSON
 OS0399'COUNTY, 100 YARDS EAST OF THE JUNCTION OF U.S. HIGHWAY 16 AND
 OS0399'STATE HIGHWAY 73, 174 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 OS0399'16, 66 FEET EAST-SOUTHEAST OF A POWER POLE, AND 1 FOOT NORTH OF THE
 OS0399'SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 OS0399'DISK IS STAMPED R 22 1933 RESET 1956.  2489.642 FEET OR 758.844
 OS0399'METERS.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 OS0399'16 AND STATE HIGHWAY 73 AT THE WEST SIDE OF KADOKA, GO WEST ON
 OS0399'U.S. HIGHWAY 16 FOR 7.0 MILES TO THE STATION ON THE LEFT.
 OS0399
 OS0399                          STATION RECOVERY (1985)
 OS0399
 OS0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0399'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0596 ***********************************************************************
 OS0596  DESIGNATION -  R 23
 OS0596  PID         -  OS0596
 OS0596  STATE/COUNTY-  SD/JACKSON
 OS0596  COUNTRY     -  US
 OS0596  USGS QUAD   -  KADOKA (2017)
 OS0596
 OS0596                         *CURRENT SURVEY CONTROL
 OS0596  ______________________________________________________________________
 OS0596* NAD 83(1986) POSITION- 43 47 40.64   (N) 101 32 01.77   (W)   HD_HELD1
 OS0596* NAVD 88 ORTHO HEIGHT -   722.581 (meters)     2370.67  (feet) ADJUSTED
 OS0596  ______________________________________________________________________
 OS0596  GEOID HEIGHT    -        -21.513 (meters)                     GEOID18
 OS0596  DYNAMIC HEIGHT  -        722.347 (meters)     2369.90  (feet) COMP
 OS0596  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 OS0596
 OS0596  VERT ORDER      -  FIRST     CLASS II
 OS0596
 OS0596.The horizontal coordinates were determined by differentially corrected
 OS0596.hand held GPS observations or other comparable positioning techniques
 OS0596.and have an estimated accuracy of +/- 3 meters.
 OS0596
 OS0596.The orthometric height was determined by differential leveling and
 OS0596.adjusted by the NATIONAL GEODETIC SURVEY
 OS0596.in June 1991.
 OS0596
 OS0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0596.GEOID18 height accuracy estimate available here.
 OS0596
 OS0596.Click photographs - Photos may exist for this station.
 OS0596
 OS0596.The dynamic height is computed by dividing the NAVD 88
 OS0596.geopotential number by the normal gravity value computed on the
 OS0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0596.degrees latitude (g = 980.6199 gals.).
 OS0596
 OS0596.The modeled gravity was interpolated from observed gravity values.
 OS0596
 OS0596;                    North         East    Units  Estimated Accuracy
 OS0596;SPC SD S     -   163,035.4     503,393.5     MT  (+/- 3 meters HH1 GPS) 
 OS0596
 OS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9615052182(NAD 83)
 OS0596
 OS0596                          SUPERSEDED SURVEY CONTROL
 OS0596
 OS0596  NGVD 29 (??/??/92)  722.086  (m)         2369.04   (f) ADJ UNCH    1 2
 OS0596
 OS0596.Superseded values are not recommended for survey control.
 OS0596
 OS0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0596.See file dsdata.pdf to determine how the superseded data were derived.
 OS0596
 OS0596_MARKER: DB = BENCH MARK DISK
 OS0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0596_STAMPING: R 23 1934
 OS0596_MARK LOGO: CGS
 OS0596_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0596+STABILITY: SURFACE MOTION
 OS0596
 OS0596  HISTORY     - Date     Condition        Report By
 OS0596  HISTORY     - 1934     MONUMENTED       CGS
 OS0596  HISTORY     - 1962     GOOD             CGS
 OS0596  HISTORY     - 1985     GOOD             NGS
 OS0596
 OS0596                          STATION DESCRIPTION
 OS0596
 OS0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0596'3 MI SW FROM KADOKA.
 OS0596'ABOUT 0.8 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0596'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 2.25
 OS0596'MILES SOUTH ALONG STATE HIGHWAY 73, 0.35 MILE SOUTH OF A SMALL
 OS0596'STOCK DAM ON THE EAST SIDE OF THE HIGHWAY, NEAR THE SOUTH END
 OS0596'OF A LONG CURVE IN HIGHWAY, 185 FEET WEST OF THE CENTER LINE
 OS0596'OF THE HIGHWAY, 45 FEET WEST OF THE CENTER LINE OF OLD HIGHWAY,
 OS0596'115 FEET WEST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE, 115.2 FEET
 OS0596'WEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE NEW HIGHWAY,
 OS0596'ABOUT 3 FEET ABOVE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OS0596'POST PROJECTING 3 INCHES.
 OS0596
 OS0596                          STATION RECOVERY (1985)
 OS0596
 OS0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1646 ***********************************************************************
 PU1646  DESIGNATION -  R 24
 PU1646  PID         -  PU1646
 PU1646  STATE/COUNTY-  SD/MEADE
 PU1646  COUNTRY     -  US
 PU1646  USGS QUAD   -  STURGIS (2017)
 PU1646
 PU1646                         *CURRENT SURVEY CONTROL
 PU1646  ______________________________________________________________________
 PU1646* NAD 83(1986) POSITION- 44 25 16.96   (N) 103 32 55.78   (W)   HD_HELD1
 PU1646* NAVD 88 ORTHO HEIGHT -  1078.906 (meters)     3539.71  (feet) ADJUSTED
 PU1646  ______________________________________________________________________
 PU1646  GEOID HEIGHT    -        -15.133 (meters)                     GEOID18
 PU1646  DYNAMIC HEIGHT  -       1078.557 (meters)     3538.57  (feet) COMP
 PU1646  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 PU1646
 PU1646  VERT ORDER      -  FIRST     CLASS II
 PU1646
 PU1646.The horizontal coordinates were determined by differentially corrected
 PU1646.hand held GPS observations or other comparable positioning techniques
 PU1646.and have an estimated accuracy of +/- 3 meters.
 PU1646
 PU1646.The orthometric height was determined by differential leveling and
 PU1646.adjusted by the NATIONAL GEODETIC SURVEY
 PU1646.in June 1991.
 PU1646
 PU1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1646.GEOID18 height accuracy estimate available here.
 PU1646
 PU1646.Click photographs - Photos may exist for this station.
 PU1646
 PU1646.The dynamic height is computed by dividing the NAVD 88
 PU1646.geopotential number by the normal gravity value computed on the
 PU1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1646.degrees latitude (g = 980.6199 gals.).
 PU1646
 PU1646.The modeled gravity was interpolated from observed gravity values.
 PU1646
 PU1646;                    North         East    Units  Estimated Accuracy
 PU1646;SPC SD N     -    71,538.6     317,475.0     MT  (+/- 3 meters HH1 GPS) 
 PU1646
 PU1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1552019700(NAD 83)
 PU1646
 PU1646                          SUPERSEDED SURVEY CONTROL
 PU1646
 PU1646  NGVD 29 (??/??/92) 1078.384  (m)         3538.00   (f) ADJ UNCH    1 2
 PU1646
 PU1646.Superseded values are not recommended for survey control.
 PU1646
 PU1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1646.See file dsdata.pdf to determine how the superseded data were derived.
 PU1646
 PU1646_MARKER: DB = BENCH MARK DISK
 PU1646_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1646_SP_SET: ABUTMENT
 PU1646_STAMPING: R 24 1934
 PU1646_MARK LOGO: CGS
 PU1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1646+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 PU1646
 PU1646  HISTORY     - Date     Condition        Report By
 PU1646  HISTORY     - 1934     MONUMENTED       CGS
 PU1646  HISTORY     - 1962     GOOD             CGS
 PU1646  HISTORY     - 19910819 GOOD             NGS
 PU1646  HISTORY     - 20120321 GOOD             INDIV
 PU1646
 PU1646                          STATION DESCRIPTION
 PU1646
 PU1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1646'1.2 MI W FROM STURGIS.
 PU1646'ABOUT 1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1646'FROM THE STATION AT STURGIS, IN SECTION 5, T 5 N, R 5 E, 9 1/2
 PU1646'POLES EAST OF MILE POST 130, 6 1/2 FEET SOUTH OF THE SOUTH RAIL,
 PU1646'1 FOOT BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF THE
 PU1646'SOUTH END OF THE WEST ABUTMENT OF BRIDGE H275.
 PU1646
 PU1646                          STATION RECOVERY (1991)
 PU1646
 PU1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1646'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 14 ALTERNATE FROM
 PU1646'THE JUNCTION OF INTERSTATE HIGHWAY 90 (EXIT 30) IN STURGIS, THENCE
 PU1646'1.2 KM (0.75 MI) WEST ALONG A PAVED ROAD, IN TOP OF AND 1.3 M (4.3
 PU1646'FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF CHICAGO
 PU1646'AND NORTHWESTERN RAILROAD BRIDGE NUMBER 4275 SPANNING A DRY WASH,
 PU1646'23.9 M (78.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.9 M (6.2
 PU1646'FT) SOUTH OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU1646'TRACK.
 PU1646
 PU1646                          STATION RECOVERY (2012)
 PU1646
 PU1646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1810 ***********************************************************************
 PU1810  DESIGNATION -  R 25
 PU1810  PID         -  PU1810
 PU1810  STATE/COUNTY-  SD/BUTTE
 PU1810  COUNTRY     -  US
 PU1810  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1810
 PU1810                         *CURRENT SURVEY CONTROL
 PU1810  ______________________________________________________________________
 PU1810* NAD 83(1986) POSITION- 44 59 47.     (N) 103 46 21.     (W)   SCALED
 PU1810* NAVD 88 ORTHO HEIGHT -  1009.101 (meters)     3310.69  (feet) ADJUSTED
 PU1810  ______________________________________________________________________
 PU1810  GEOID HEIGHT    -        -15.961 (meters)                     GEOID18
 PU1810  DYNAMIC HEIGHT  -       1008.844 (meters)     3309.85  (feet) COMP
 PU1810  MODELED GRAVITY -    980,327.7   (mgal)                       NAVD 88
 PU1810
 PU1810  VERT ORDER      -  FIRST     CLASS II
 PU1810
 PU1810.The horizontal coordinates were scaled from a map and have
 PU1810.an estimated accuracy of +/- 6 seconds.
 PU1810
 PU1810.The orthometric height was determined by differential leveling and
 PU1810.adjusted by the NATIONAL GEODETIC SURVEY
 PU1810.in June 1991.
 PU1810
 PU1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1810.GEOID18 height accuracy estimate available here.
 PU1810
 PU1810.Click photographs - Photos may exist for this station.
 PU1810
 PU1810.The dynamic height is computed by dividing the NAVD 88
 PU1810.geopotential number by the normal gravity value computed on the
 PU1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1810.degrees latitude (g = 980.6199 gals.).
 PU1810
 PU1810.The modeled gravity was interpolated from observed gravity values.
 PU1810
 PU1810;                    North         East    Units  Estimated Accuracy
 PU1810;SPC SD N     -   136,170.      302,660.      MT  (+/- 180 meters Scaled)
 PU1810
 PU1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK967832(NAD 83)
 PU1810
 PU1810                          SUPERSEDED SURVEY CONTROL
 PU1810
 PU1810  NGVD 29 (??/??/92) 1008.610  (m)         3309.08   (f) ADJ UNCH    1 2
 PU1810
 PU1810.Superseded values are not recommended for survey control.
 PU1810
 PU1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1810.See file dsdata.pdf to determine how the superseded data were derived.
 PU1810
 PU1810_MARKER: DB = BENCH MARK DISK
 PU1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1810_STAMPING: R 25 1934
 PU1810_MARK LOGO: CGS
 PU1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1810+STABILITY: SURFACE MOTION
 PU1810
 PU1810  HISTORY     - Date     Condition        Report By
 PU1810  HISTORY     - 1934     MONUMENTED       CGS
 PU1810  HISTORY     - 1962     GOOD             CGS
 PU1810
 PU1810                          STATION DESCRIPTION
 PU1810
 PU1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1810'24 MI N FROM BELLE FOURCHE.
 PU1810'ABOUT 24.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1810'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION
 PU1810'16, T 12 N, R 3 E, 61 FEET EAST OF THE CENTER LINE OF THE
 PU1810'HIGHWAY, 119 FEET SOUTH OF A POWER POLE, 121 FEET SOUTHEAST OF THE
 PU1810'EAST END OF A 24-INCH TUBULAR CULVERT, 6 FEET WEST OF A FENCE,
 PU1810'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 PU1810'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1810'POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0379 ***********************************************************************
 QR0379  DESIGNATION -  R 27
 QR0379  PID         -  QR0379
 QR0379  STATE/COUNTY-  SD/WALWORTH
 QR0379  COUNTRY     -  US
 QR0379  USGS QUAD   -  JAVA (2017)
 QR0379
 QR0379                         *CURRENT SURVEY CONTROL
 QR0379  ______________________________________________________________________
 QR0379* NAD 83(1986) POSITION- 45 30 19.     (N) 099 53 13.     (W)   SCALED
 QR0379* NAVD 88 ORTHO HEIGHT -   634.081 (meters)     2080.31  (feet) ADJUSTED
 QR0379  ______________________________________________________________________
 QR0379  GEOID HEIGHT    -        -22.471 (meters)                     GEOID18
 QR0379  DYNAMIC HEIGHT  -        634.010 (meters)     2080.08  (feet) COMP
 QR0379  MODELED GRAVITY -    980,484.2   (mgal)                       NAVD 88
 QR0379
 QR0379  VERT ORDER      -  FIRST     CLASS II
 QR0379
 QR0379.The horizontal coordinates were scaled from a map and have
 QR0379.an estimated accuracy of +/- 6 seconds.
 QR0379
 QR0379.The orthometric height was determined by differential leveling and
 QR0379.adjusted by the NATIONAL GEODETIC SURVEY
 QR0379.in June 1991.
 QR0379
 QR0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0379.GEOID18 height accuracy estimate available here.
 QR0379
 QR0379.Click photographs - Photos may exist for this station.
 QR0379
 QR0379.The dynamic height is computed by dividing the NAVD 88
 QR0379.geopotential number by the normal gravity value computed on the
 QR0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0379.degrees latitude (g = 980.6199 gals.).
 QR0379
 QR0379.The modeled gravity was interpolated from observed gravity values.
 QR0379
 QR0379;                    North         East    Units  Estimated Accuracy
 QR0379;SPC SD N     -   185,800.      608,840.      MT  (+/- 180 meters Scaled)
 QR0379
 QR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR307394(NAD 83)
 QR0379
 QR0379                          SUPERSEDED SURVEY CONTROL
 QR0379
 QR0379  NGVD 29 (??/??/92)  633.70   (m)         2079.1    (f) COMPUTED    1 2
 QR0379
 QR0379.Superseded values are not recommended for survey control.
 QR0379
 QR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0379.See file dsdata.pdf to determine how the superseded data were derived.
 QR0379
 QR0379_MARKER: DB = BENCH MARK DISK
 QR0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0379_STAMPING: R 27 1934
 QR0379_MARK LOGO: CGS
 QR0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0379+STABILITY: SURFACE MOTION
 QR0379
 QR0379  HISTORY     - Date     Condition        Report By
 QR0379  HISTORY     - 1934     MONUMENTED       CGS
 QR0379
 QR0379                          STATION DESCRIPTION
 QR0379
 QR0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0379'AT JAVA.
 QR0379'AT JAVA, WALWORTH COUNTY, 30 FEET WEST OF THE NORTHWEST CORNER
 QR0379'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QR0379'STATION, AND 62 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.
 QR0379'A STANDARD DISK, STAMPED R 27 1934 AND SET IN THE TOP OF A
 QR0379'CONCRETE POST.  (633.686 METERS OR 2,079.018 FEET).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0327 ***********************************************************************
 QS0327  DESIGNATION -  R 28
 QS0327  PID         -  QS0327
 QS0327  STATE/COUNTY-  SD/CORSON
 QS0327  COUNTRY     -  US
 QS0327  USGS QUAD   -  WAKPALA SE (2017)
 QS0327
 QS0327                         *CURRENT SURVEY CONTROL
 QS0327  ______________________________________________________________________
 QS0327* NAD 83(1986) POSITION- 45 33 57.     (N) 100 35 38.     (W)   SCALED
 QS0327* NAVD 88 ORTHO HEIGHT -   510.197 (meters)     1673.87  (feet) ADJUSTED
 QS0327  ______________________________________________________________________
 QS0327  GEOID HEIGHT    -        -21.574 (meters)                     GEOID18
 QS0327  DYNAMIC HEIGHT  -        510.155 (meters)     1673.73  (feet) COMP
 QS0327  MODELED GRAVITY -    980,518.3   (mgal)                       NAVD 88
 QS0327
 QS0327  VERT ORDER      -  FIRST     CLASS II
 QS0327
 QS0327.The horizontal coordinates were scaled from a map and have
 QS0327.an estimated accuracy of +/- 6 seconds.
 QS0327
 QS0327.The orthometric height was determined by differential leveling and
 QS0327.adjusted by the NATIONAL GEODETIC SURVEY
 QS0327.in June 1991.
 QS0327
 QS0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0327.GEOID18 height accuracy estimate available here.
 QS0327
 QS0327.Click photographs - Photos may exist for this station.
 QS0327
 QS0327.The dynamic height is computed by dividing the NAVD 88
 QS0327.geopotential number by the normal gravity value computed on the
 QS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0327.degrees latitude (g = 980.6199 gals.).
 QS0327
 QS0327.The modeled gravity was interpolated from observed gravity values.
 QS0327
 QS0327;                    North         East    Units  Estimated Accuracy
 QS0327;SPC SD N     -   192,700.      553,640.      MT  (+/- 180 meters Scaled)
 QS0327
 QS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR756470(NAD 83)
 QS0327
 QS0327                          SUPERSEDED SURVEY CONTROL
 QS0327
 QS0327  NGVD 29 (??/??/92)  509.824  (m)         1672.65   (f) ADJ UNCH    1 2
 QS0327
 QS0327.Superseded values are not recommended for survey control.
 QS0327
 QS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0327.See file dsdata.pdf to determine how the superseded data were derived.
 QS0327
 QS0327_MARKER: DB = BENCH MARK DISK
 QS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0327_STAMPING: R 28 1934
 QS0327_MARK LOGO: CGS
 QS0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0327+STABILITY: SURFACE MOTION
 QS0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0327+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0327
 QS0327  HISTORY     - Date     Condition        Report By
 QS0327  HISTORY     - 1934     MONUMENTED       CGS
 QS0327  HISTORY     - 19990623 GOOD             NGS
 QS0327
 QS0327                          STATION DESCRIPTION
 QS0327
 QS0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0327'5.9 MI NE FROM LANDEAU.
 QS0327'ABOUT 5.9 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0327'AND PACIFIC RAILROAD FROM LANDEAU, CORSON COUNTY, ABOUT 51 YARDS
 QS0327'WEST OF MILEPOST 10, ABOUT 50 FEET WEST OF THE CENTER LINE OF THE
 QS0327'TRACK, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QS0327'DISK, STAMPED R 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0327'NOTE-- 1964 USGS REPORT -- THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0327'PACIFIC RAILROAD HAS BEEN MOVED ABOVE THE OAHE RESERVOIR.
 QS0327
 QS0327                          STATION RECOVERY (1999)
 QS0327
 QS0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0327'15.8 KM (9.80 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0327'MAIN STREET IN MOBRIDGE, THENCE 1.1 KM (0.70 MI) SOUTHERLY ALONG THE
 QS0327'DRIVEWAY LEADING TO HEPPERS BUFFALO RANCH, 15.1 M (49.5 FT) WEST OF
 QS0327'THE DRIVEWAY CENTER, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE,
 QS0327'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVEWAY, AND THE MONUMENT
 QS0327'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QS0327'IS ON PROPERTY OWNED BY TOM HEPPER, BOX 663, MOBRIDGE, SD 57601.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0210 ***********************************************************************
 QT0210  DESIGNATION -  R 29
 QT0210  PID         -  QT0210
 QT0210  STATE/COUNTY-  SD/PERKINS
 QT0210  COUNTRY     -  US
 QT0210  USGS QUAD   -  GRANDMAS BUTTE (2017)
 QT0210
 QT0210                         *CURRENT SURVEY CONTROL
 QT0210  ______________________________________________________________________
 QT0210* NAD 83(1986) POSITION- 45 31 44.     (N) 102 41 20.     (W)   SCALED
 QT0210* NAVD 88 ORTHO HEIGHT -   859.037 (meters)     2818.36  (feet) ADJUSTED
 QT0210  ______________________________________________________________________
 QT0210  GEOID HEIGHT    -        -17.644 (meters)                     GEOID18
 QT0210  DYNAMIC HEIGHT  -        858.899 (meters)     2817.90  (feet) COMP
 QT0210  MODELED GRAVITY -    980,426.0   (mgal)                       NAVD 88
 QT0210
 QT0210  VERT ORDER      -  FIRST     CLASS II
 QT0210
 QT0210.The horizontal coordinates were scaled from a map and have
 QT0210.an estimated accuracy of +/- 6 seconds.
 QT0210
 QT0210.The orthometric height was determined by differential leveling and
 QT0210.adjusted by the NATIONAL GEODETIC SURVEY
 QT0210.in June 1991.
 QT0210
 QT0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0210.GEOID18 height accuracy estimate available here.
 QT0210
 QT0210.Click photographs - Photos may exist for this station.
 QT0210
 QT0210.The dynamic height is computed by dividing the NAVD 88
 QT0210.geopotential number by the normal gravity value computed on the
 QT0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0210.degrees latitude (g = 980.6199 gals.).
 QT0210
 QT0210.The modeled gravity was interpolated from observed gravity values.
 QT0210
 QT0210;                    North         East    Units  Estimated Accuracy
 QT0210;SPC SD N     -   191,910.      389,990.      MT  (+/- 180 meters Scaled)
 QT0210
 QT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL804443(NAD 83)
 QT0210
 QT0210                          SUPERSEDED SURVEY CONTROL
 QT0210
 QT0210  NGVD 29 (??/??/92)  858.576  (m)         2816.84   (f) ADJ UNCH    1 2
 QT0210
 QT0210.Superseded values are not recommended for survey control.
 QT0210
 QT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0210.See file dsdata.pdf to determine how the superseded data were derived.
 QT0210
 QT0210_MARKER: DB = BENCH MARK DISK
 QT0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0210_STAMPING: R 29 1934
 QT0210_MARK LOGO: CGS
 QT0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0210+STABILITY: SURFACE MOTION
 QT0210
 QT0210  HISTORY     - Date     Condition        Report By
 QT0210  HISTORY     - 1934     MONUMENTED       CGS
 QT0210  HISTORY     - 1953     GOOD             CGS
 QT0210  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0210
 QT0210                          STATION DESCRIPTION
 QT0210
 QT0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QT0210'10.7 MI W FROM BISON.
 QT0210'10.7 MILES WEST ALONG STATE HIGHWAY 8 FROM BISON, PERKINS COUNTY
 QT0210'ABOUT 75 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QT0210'3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QT0210'STAMPED R 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0210
 QT0210                          STATION RECOVERY (1999)
 QT0210
 QT0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0210'THE CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK
 QT0210'MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0063 ***********************************************************************
 QS0063  DESIGNATION -  R 294
 QS0063  PID         -  QS0063
 QS0063  STATE/COUNTY-  SD/CAMPBELL
 QS0063  COUNTRY     -  US
 QS0063  USGS QUAD   -  HERREID (2017)
 QS0063
 QS0063                         *CURRENT SURVEY CONTROL
 QS0063  ______________________________________________________________________
 QS0063* NAD 83(1986) POSITION- 45 47 14.     (N) 100 04 06.     (W)   SCALED
 QS0063* NAVD 88 ORTHO HEIGHT -   515.555 (meters)     1691.45  (feet) ADJUSTED
 QS0063  ______________________________________________________________________
 QS0063  GEOID HEIGHT    -        -22.212 (meters)                     GEOID18
 QS0063  DYNAMIC HEIGHT  -        515.521 (meters)     1691.34  (feet) COMP
 QS0063  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 QS0063
 QS0063  VERT ORDER      -  FIRST     CLASS II
 QS0063
 QS0063.The horizontal coordinates were scaled from a map and have
 QS0063.an estimated accuracy of +/- 6 seconds.
 QS0063
 QS0063.The orthometric height was determined by differential leveling and
 QS0063.adjusted by the NATIONAL GEODETIC SURVEY
 QS0063.in July 1998.
 QS0063
 QS0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0063.GEOID18 height accuracy estimate available here.
 QS0063
 QS0063.Click photographs - Photos may exist for this station.
 QS0063
 QS0063.The dynamic height is computed by dividing the NAVD 88
 QS0063.geopotential number by the normal gravity value computed on the
 QS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0063.degrees latitude (g = 980.6199 gals.).
 QS0063
 QS0063.The modeled gravity was interpolated from observed gravity values.
 QS0063
 QS0063;                    North         East    Units  Estimated Accuracy
 QS0063;SPC SD N     -   217,130.      594,690.      MT  (+/- 180 meters Scaled)
 QS0063
 QS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169709(NAD 83)
 QS0063
 QS0063                          SUPERSEDED SURVEY CONTROL
 QS0063
 QS0063  NAVD 88 (06/15/91)  515.545  (m)         1691.42   (f) SUPERSEDED  1 2
 QS0063  NGVD 29 (??/??/92)  515.170  (m)         1690.19   (f) ADJ UNCH    1 2
 QS0063
 QS0063.Superseded values are not recommended for survey control.
 QS0063
 QS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0063.See file dsdata.pdf to determine how the superseded data were derived.
 QS0063
 QS0063_MARKER: DB = BENCH MARK DISK
 QS0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0063_STAMPING: R 294 1940
 QS0063_MARK LOGO: CGS
 QS0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0063+STABILITY: SURFACE MOTION
 QS0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0063+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 QS0063
 QS0063  HISTORY     - Date     Condition        Report By
 QS0063  HISTORY     - 1940     MONUMENTED       CGS
 QS0063  HISTORY     - 19970310 GOOD             NGS
 QS0063
 QS0063                          STATION DESCRIPTION
 QS0063
 QS0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0063'3.3 MI S FROM HERREID.
 QS0063'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE MINNEAPOLIS,
 QS0063'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION AT HERREID,
 QS0063'CAMPBELL COUNTY, ABOUT 0.2 MILE NORTH OF A WHITE FARMHOUSE,
 QS0063'50.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A T-FENCE
 QS0063'LEADING EAST, 3.3 FEET SOUTHEAST OF A CORNER FENCE POST, AND
 QS0063'0.3 FOOT EAST OF A WHITE POST.  A STANDARD DISK, STAMPED R 294
 QS0063'1940 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 QS0063'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE
 QS0063'SOO LINE RAILROAD.
 QS0063
 QS0063                          STATION RECOVERY (1997)
 QS0063
 QS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0063'5.2 KM (3.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0063'IN HERREID, 79.2 M (259.8 FT) NORTH OF MILEPOST 230, 15.1 M (49.5 FT)
 QS0063'WEST OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) SOUTHEAST OF A FENCE
 QS0063'CORNER, 1.0 M (3.3 FT) EAST OF A WITNESS POST AND FENCE, 0.6 M (2.0
 QS0063'FT) SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 QS0063'AND THE MONUMENT IS RECESSED 0.5 M (1.6 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0539 ***********************************************************************
 PS0539  DESIGNATION -  R 295
 PS0539  PID         -  PS0539
 PS0539  STATE/COUNTY-  SD/HYDE
 PS0539  COUNTRY     -  US
 PS0539  USGS QUAD   -  HOLABIRD (2017)
 PS0539
 PS0539                         *CURRENT SURVEY CONTROL
 PS0539  ______________________________________________________________________
 PS0539* NAD 83(1986) POSITION- 44 31 21.     (N) 099 30 08.     (W)   SCALED
 PS0539* NAVD 88 ORTHO HEIGHT -   573.300 (meters)     1880.90  (feet) ADJUSTED
 PS0539  ______________________________________________________________________
 PS0539  GEOID HEIGHT    -        -23.792 (meters)                     GEOID18
 PS0539  DYNAMIC HEIGHT  -        573.185 (meters)     1880.52  (feet) COMP
 PS0539  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 PS0539
 PS0539  VERT ORDER      -  FIRST     CLASS II
 PS0539
 PS0539.The horizontal coordinates were scaled from a map and have
 PS0539.an estimated accuracy of +/- 6 seconds.
 PS0539
 PS0539.The orthometric height was determined by differential leveling and
 PS0539.adjusted by the NATIONAL GEODETIC SURVEY
 PS0539.in October 1997.
 PS0539
 PS0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0539.GEOID18 height accuracy estimate available here.
 PS0539
 PS0539.Click photographs - Photos may exist for this station.
 PS0539
 PS0539.The dynamic height is computed by dividing the NAVD 88
 PS0539.geopotential number by the normal gravity value computed on the
 PS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0539.degrees latitude (g = 980.6199 gals.).
 PS0539
 PS0539.The modeled gravity was interpolated from observed gravity values.
 PS0539
 PS0539;                    North         East    Units  Estimated Accuracy
 PS0539;SPC SD N     -    76,700.      639,570.      MT  (+/- 180 meters Scaled)
 PS0539
 PS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ600300(NAD 83)
 PS0539
 PS0539                          SUPERSEDED SURVEY CONTROL
 PS0539
 PS0539  NAVD 88 (06/15/91)  573.309  (m)         1880.93   (f) SUPERSEDED  1 2
 PS0539  NGVD 29 (??/??/92)  572.944  (m)         1879.73   (f) ADJ UNCH    1 2
 PS0539
 PS0539.Superseded values are not recommended for survey control.
 PS0539
 PS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0539.See file dsdata.pdf to determine how the superseded data were derived.
 PS0539
 PS0539_MARKER: DB = BENCH MARK DISK
 PS0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0539_STAMPING: R 295 1940
 PS0539_MARK LOGO: CGS
 PS0539_PROJECTION: RECESSED 10 CENTIMETERS
 PS0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0539+STABILITY: SURFACE MOTION
 PS0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0539+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1994
 PS0539
 PS0539  HISTORY     - Date     Condition        Report By
 PS0539  HISTORY     - 1940     MONUMENTED       CGS
 PS0539  HISTORY     - 1943     GOOD             CGS
 PS0539  HISTORY     - 19941008 GOOD             NGS
 PS0539
 PS0539                          STATION DESCRIPTION
 PS0539
 PS0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0539'3 MI W FROM HIGHMORE.
 PS0539'ABOUT 3.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0539'FROM THE STATION AT HIGHMORE, HYDE COUNTY, AT A SECTION-LINE
 PS0539'ROAD CROSSING, 92.8 FEET NORTH OF THE NORTH RAIL, 67.3 FEET
 PS0539'EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE
 PS0539'BOULDER, 36.0 FEET EAST OF THE RIGHT-OF-WAY CORNER FENCE POST,
 PS0539'AND 1.0 FOOT EAST OF A WHITE REFERENCE POST.  A STANDARD DISK,
 PS0539'STAMPED R 295 1940.
 PS0539
 PS0539                          STATION RECOVERY (1943)
 PS0539
 PS0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 PS0539'RECOVERED IN GOOD CONDITION.
 PS0539
 PS0539                          STATION RECOVERY (1994)
 PS0539
 PS0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0539'4.8 KM (3.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0539'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG
 PS0539'A GRAVELED ROAD, 28.2 M (92.5 FT) NORTH OF THE NEAR RAIL OF THE
 PS0539'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 20.1 M (65.9 FT) EAST OF THE
 PS0539'ROAD CENTER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0
 PS0539'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 PS0539'FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0558 ***********************************************************************
 OR0558  DESIGNATION -  R 296
 OR0558  PID         -  OR0558
 OR0558  STATE/COUNTY-  SD/GREGORY
 OR0558  COUNTRY     -  US
 OR0558  USGS QUAD   -  SAINT CHARLES (2017)
 OR0558
 OR0558                         *CURRENT SURVEY CONTROL
 OR0558  ______________________________________________________________________
 OR0558* NAD 83(1986) POSITION- 43 04 42.     (N) 099 03 55.     (W)   SCALED
 OR0558* NAVD 88 ORTHO HEIGHT -   625.222 (meters)     2051.25  (feet) ADJUSTED
 OR0558  ______________________________________________________________________
 OR0558  GEOID HEIGHT    -        -25.859 (meters)                     GEOID18
 OR0558  DYNAMIC HEIGHT  -        624.992 (meters)     2050.49  (feet) COMP
 OR0558  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 OR0558
 OR0558  VERT ORDER      -  SECOND    CLASS 0
 OR0558
 OR0558.The horizontal coordinates were scaled from a map and have
 OR0558.an estimated accuracy of +/- 6 seconds.
 OR0558
 OR0558.The orthometric height was determined by differential leveling and
 OR0558.adjusted by the NATIONAL GEODETIC SURVEY
 OR0558.in June 1991.
 OR0558
 OR0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0558.GEOID18 height accuracy estimate available here.
 OR0558
 OR0558.Click photographs - Photos may exist for this station.
 OR0558
 OR0558.The dynamic height is computed by dividing the NAVD 88
 OR0558.geopotential number by the normal gravity value computed on the
 OR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0558.degrees latitude (g = 980.6199 gals.).
 OR0558
 OR0558.The modeled gravity was interpolated from observed gravity values.
 OR0558
 OR0558;                    North         East    Units  Estimated Accuracy
 OR0558;SPC SD S     -    83,550.      703,260.      MT  (+/- 180 meters Scaled)
 OR0558
 OR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN946695(NAD 83)
 OR0558
 OR0558                          SUPERSEDED SURVEY CONTROL
 OR0558
 OR0558.No superseded survey control is available for this station.
 OR0558
 OR0558_MARKER: Q = CHISELED SQUARE
 OR0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0558_STAMPING: R 296 1940
 OR0558_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0558
 OR0558  HISTORY     - Date     Condition        Report By
 OR0558  HISTORY     - 1940     MONUMENTED       CGS
 OR0558  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0558
 OR0558                          STATION DESCRIPTION
 OR0558
 OR0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0558'1.6 MI SE FROM ST CHARLES.
 OR0558'ABOUT 1.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OR0558'RAILWAY FROM THE STATION AT ST. CHARLES, GREGORY COUNTY, ABOUT
 OR0558'0.2 MILE NORTHWEST OF THE CROSSING OF A SECTION-LINE ROAD, AT
 OR0558'THE SOUTHWEST END OF CULVERT F 305, 18.7 FEET SOUTHWEST OF THE
 OR0558'SOUTHWEST RAIL, AND 3.2 FEET WEST OF A WHITE REFERENCE POST.  A
 OR0558'CHISELED SQUARE, ON THE TOP OF A 3-FOOT CAST-IRON PIPE STAMPED
 OR0558'R 296 1940.
 OR0558
 OR0558                          STATION RECOVERY (1993)
 OR0558
 OR0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0558'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0275 ***********************************************************************
 QS0275  DESIGNATION -  R 298
 QS0275  PID         -  QS0275
 QS0275  STATE/COUNTY-  SD/DEWEY
 QS0275  COUNTRY     -  US
 QS0275  USGS QUAD   -  PROMISE (2017)
 QS0275
 QS0275                         *CURRENT SURVEY CONTROL
 QS0275  ______________________________________________________________________
 QS0275* NAD 83(1986) POSITION- 45 17 15.     (N) 100 36 13.     (W)   SCALED
 QS0275* NAVD 88 ORTHO HEIGHT -   515.229 (meters)     1690.38  (feet) ADJUSTED
 QS0275  ______________________________________________________________________
 QS0275  GEOID HEIGHT    -        -21.844 (meters)                     GEOID18
 QS0275  DYNAMIC HEIGHT  -        515.168 (meters)     1690.18  (feet) COMP
 QS0275  MODELED GRAVITY -    980,482.0   (mgal)                       NAVD 88
 QS0275
 QS0275  VERT ORDER      -  SECOND    CLASS 0
 QS0275
 QS0275.The horizontal coordinates were scaled from a map and have
 QS0275.an estimated accuracy of +/- 6 seconds.
 QS0275
 QS0275.The orthometric height was determined by differential leveling and
 QS0275.adjusted by the NATIONAL GEODETIC SURVEY
 QS0275.in June 1991.
 QS0275
 QS0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0275.GEOID18 height accuracy estimate available here.
 QS0275
 QS0275.Click photographs - Photos may exist for this station.
 QS0275
 QS0275.The dynamic height is computed by dividing the NAVD 88
 QS0275.geopotential number by the normal gravity value computed on the
 QS0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0275.degrees latitude (g = 980.6199 gals.).
 QS0275
 QS0275.The modeled gravity was interpolated from observed gravity values.
 QS0275
 QS0275;                    North         East    Units  Estimated Accuracy
 QS0275;SPC SD N     -   161,770.      552,650.      MT  (+/- 180 meters Scaled)
 QS0275
 QS0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR742161(NAD 83)
 QS0275
 QS0275                          SUPERSEDED SURVEY CONTROL
 QS0275
 QS0275  NGVD 29 (??/??/92)  514.840  (m)         1689.10   (f) ADJ UNCH    2 0
 QS0275
 QS0275.Superseded values are not recommended for survey control.
 QS0275
 QS0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0275.See file dsdata.pdf to determine how the superseded data were derived.
 QS0275
 QS0275_MARKER: DB = BENCH MARK DISK
 QS0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0275_STAMPING: R 298 1940
 QS0275_MARK LOGO: CGS
 QS0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0275+STABILITY: SURFACE MOTION
 QS0275
 QS0275  HISTORY     - Date     Condition        Report By
 QS0275  HISTORY     - 1940     MONUMENTED       CGS
 QS0275  HISTORY     - 1951     MARK NOT FOUND   CGS
 QS0275
 QS0275                          STATION DESCRIPTION
 QS0275
 QS0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0275'3.2 MI S FROM PROMISE.
 QS0275'ABOUT 3.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0275'AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY,
 QS0275'AT MILEPOST 16, 50 FEET WEST OF THE CENTER LINE OF THE TRACK,
 QS0275'7 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF
 QS0275'A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 QS0275'R 298 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0275'ABOUT 0.2 FOOT ABOVE GROUND.
 QS0275
 QS0275                          STATION RECOVERY (1951)
 QS0275
 QS0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 QS0275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0550 ***********************************************************************
 QS0550  DESIGNATION -  R 30 RESET
 QS0550  PID         -  QS0550
 QS0550  STATE/COUNTY-  SD/DEWEY
 QS0550  COUNTRY     -  US
 QS0550  USGS QUAD   -  FIRESTEEL (2017)
 QS0550
 QS0550                         *CURRENT SURVEY CONTROL
 QS0550  ______________________________________________________________________
 QS0550* NAD 83(1986) POSITION- 45 24 52.     (N) 101 18 48.     (W)   SCALED
 QS0550* NAVD 88 ORTHO HEIGHT -   713.264 (meters)     2340.10  (feet) ADJUSTED
 QS0550  ______________________________________________________________________
 QS0550  GEOID HEIGHT    -        -20.734 (meters)                     GEOID18
 QS0550  DYNAMIC HEIGHT  -        713.161 (meters)     2339.76  (feet) COMP
 QS0550  MODELED GRAVITY -    980,447.5   (mgal)                       NAVD 88
 QS0550
 QS0550  VERT ORDER      -  FIRST     CLASS II
 QS0550
 QS0550.The horizontal coordinates were scaled from a map and have
 QS0550.an estimated accuracy of +/- 6 seconds.
 QS0550
 QS0550.The orthometric height was determined by differential leveling and
 QS0550.adjusted by the NATIONAL GEODETIC SURVEY
 QS0550.in June 1991.
 QS0550
 QS0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0550.GEOID18 height accuracy estimate available here.
 QS0550
 QS0550.Click photographs - Photos may exist for this station.
 QS0550
 QS0550.The dynamic height is computed by dividing the NAVD 88
 QS0550.geopotential number by the normal gravity value computed on the
 QS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0550.degrees latitude (g = 980.6199 gals.).
 QS0550
 QS0550.The modeled gravity was interpolated from observed gravity values.
 QS0550
 QS0550;                    North         East    Units  Estimated Accuracy
 QS0550;SPC SD N     -   176,530.      497,210.      MT  (+/- 180 meters Scaled)
 QS0550
 QS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR189315(NAD 83)
 QS0550
 QS0550                          SUPERSEDED SURVEY CONTROL
 QS0550
 QS0550  NGVD 29 (??/??/92)  712.82   (m)         2338.6    (f) COMPUTED    1 2
 QS0550
 QS0550.Superseded values are not recommended for survey control.
 QS0550
 QS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0550.See file dsdata.pdf to determine how the superseded data were derived.
 QS0550
 QS0550_MARKER: DB = BENCH MARK DISK
 QS0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0550_STAMPING: R 30 1934
 QS0550_MARK LOGO: CGS
 QS0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0550+STABILITY: SURFACE MOTION
 QS0550
 QS0550  HISTORY     - Date     Condition        Report By
 QS0550  HISTORY     - 1934     MONUMENTED       CGS
 QS0550  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0550  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0550
 QS0550                          STATION DESCRIPTION
 QS0550
 QS0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0550'1.4 MI W FROM FIRESTEEL.
 QS0550'ABOUT 1.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0550'AND PACIFIC RAILROAD FROM FIRESTEEL, DEWEY COUNTY, ABOUT 300
 QS0550'YARDS EAST OF MILEPOST 52, ABOUT 0.3 MILE WEST OF A ROAD CROSSING,
 QS0550'ABOUT 30 YARDS SOUTHEAST OF AN IRON PIPE CULVERT, AND 48 FEET
 QS0550'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 QS0550'R 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0550'NOTE ON L1869 ABSTRACT READS, DISK IN MONUMENT RESET--RUNNINGS FROM
 QS0550'R 30 TO TBM AND FROM TBM TO R 30 SHOWS CHANGE IN ELEV.
 QS0550'RUNNINGS ARE DATED MAY 2-3, 1934.
 QS0550
 QS0550                          STATION RECOVERY (1976)
 QS0550
 QS0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0550'MARK NOT FOUND.
 QS0550
 QS0550                          STATION RECOVERY (1999)
 QS0550
 QS0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0550'THE DESCRIBED LOCATION IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0500 ***********************************************************************
 OR0500  DESIGNATION -  R 300
 OR0500  PID         -  OR0500
 OR0500  STATE/COUNTY-  SD/BRULE
 OR0500  COUNTRY     -  US
 OR0500  USGS QUAD   -  BOND BOTTOM (2017)
 OR0500
 OR0500                         *CURRENT SURVEY CONTROL
 OR0500  ______________________________________________________________________
 OR0500* NAD 83(1986) POSITION- 43 36 55.     (N) 099 15 07.     (W)   SCALED
 OR0500* NAVD 88 ORTHO HEIGHT -   519.167 (meters)     1703.30  (feet) ADJUSTED
 OR0500  ______________________________________________________________________
 OR0500  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 OR0500  DYNAMIC HEIGHT  -        519.006 (meters)     1702.77  (feet) COMP
 OR0500  MODELED GRAVITY -    980,292.8   (mgal)                       NAVD 88
 OR0500
 OR0500  VERT ORDER      -  SECOND    CLASS 0
 OR0500
 OR0500.The horizontal coordinates were scaled from a map and have
 OR0500.an estimated accuracy of +/- 6 seconds.
 OR0500
 OR0500.The orthometric height was determined by differential leveling and
 OR0500.adjusted by the NATIONAL GEODETIC SURVEY
 OR0500.in June 1991.
 OR0500
 OR0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0500.GEOID18 height accuracy estimate available here.
 OR0500
 OR0500.Click photographs - Photos may exist for this station.
 OR0500
 OR0500.The dynamic height is computed by dividing the NAVD 88
 OR0500.geopotential number by the normal gravity value computed on the
 OR0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0500.degrees latitude (g = 980.6199 gals.).
 OR0500
 OR0500.The modeled gravity was interpolated from observed gravity values.
 OR0500
 OR0500;                    North         East    Units  Estimated Accuracy
 OR0500;SPC SD S     -   142,980.      687,280.      MT  (+/- 180 meters Scaled)
 OR0500
 OR0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP796291(NAD 83)
 OR0500
 OR0500                          SUPERSEDED SURVEY CONTROL
 OR0500
 OR0500  NGVD 29 (??/??/92)  518.82   (m)         1702.2    (f) COMPUTED    2 0
 OR0500
 OR0500.Superseded values are not recommended for survey control.
 OR0500
 OR0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0500.See file dsdata.pdf to determine how the superseded data were derived.
 OR0500
 OR0500_MARKER: DB = BENCH MARK DISK
 OR0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0500_STAMPING: R 300 1945
 OR0500_MARK LOGO: CGS
 OR0500_PROJECTION: PROJECTING 20 CENTIMETERS
 OR0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0500+STABILITY: SURFACE MOTION
 OR0500
 OR0500  HISTORY     - Date     Condition        Report By
 OR0500  HISTORY     - 1945     MONUMENTED       CGS
 OR0500  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0500
 OR0500                          STATION DESCRIPTION
 OR0500
 OR0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0500'16.9 MI SE FROM CHAMBERLAIN.
 OR0500'16.9 MILES SOUTHEAST TO REACH FROM THE POST OFFICE AT CHAMBERLAIN
 OR0500'GO 2 BLOCKS SOUTH, THENCE SOUTHEASTERLY 2.7 MILES ALONG U.S.
 OR0500'HIGHWAY NO. 16, THENCE SOUTH 10.1 MILES ALONG A GRAVELED ROAD,
 OR0500'THENCE EAST 3.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH
 OR0500'1.0 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 OR0500'AT THE INTERSECTION OF TWO DIRT ROADS, 36.0 FEET EAST OF AND
 OR0500'ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE NORTH-SOUTH
 OR0500'ROAD, 74.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 OR0500'39.0 FEET NORTH OF A FENCE CORNER POST, 1.0 FOOT EAST OF A FENCE
 OR0500'AND 3.0 FEET SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISK
 OR0500'STAMPED R 300 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0500'PROJECTS 8 INCHES ABOVE GROUND.
 OR0500
 OR0500                          STATION RECOVERY (1974)
 OR0500
 OR0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0500'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0692 ***********************************************************************
 OR0692  DESIGNATION -  R 301
 OR0692  PID         -  OR0692
 OR0692  STATE/COUNTY-  SD/CHARLES MIX
 OR0692  COUNTRY     -  US
 OR0692  USGS QUAD   -  ACADEMY (2017)
 OR0692
 OR0692                         *CURRENT SURVEY CONTROL
 OR0692  ______________________________________________________________________
 OR0692* NAD 83(1986) POSITION- 43 23 55.     (N) 099 03 47.     (W)   SCALED
 OR0692* NAVD 88 ORTHO HEIGHT -   511.511 (meters)     1678.18  (feet) ADJUSTED
 OR0692  ______________________________________________________________________
 OR0692  GEOID HEIGHT    -        -26.295 (meters)                     GEOID18
 OR0692  DYNAMIC HEIGHT  -        511.341 (meters)     1677.62  (feet) COMP
 OR0692  MODELED GRAVITY -    980,272.8   (mgal)                       NAVD 88
 OR0692
 OR0692  VERT ORDER      -  FIRST     CLASS II
 OR0692
 OR0692.The horizontal coordinates were scaled from a map and have
 OR0692.an estimated accuracy of +/- 6 seconds.
 OR0692
 OR0692.The orthometric height was determined by differential leveling and
 OR0692.adjusted by the NATIONAL GEODETIC SURVEY
 OR0692.in June 1991.
 OR0692
 OR0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0692.GEOID18 height accuracy estimate available here.
 OR0692
 OR0692.Click photographs - Photos may exist for this station.
 OR0692
 OR0692.The dynamic height is computed by dividing the NAVD 88
 OR0692.geopotential number by the normal gravity value computed on the
 OR0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0692.degrees latitude (g = 980.6199 gals.).
 OR0692
 OR0692.The modeled gravity was interpolated from observed gravity values.
 OR0692
 OR0692;                    North         East    Units  Estimated Accuracy
 OR0692;SPC SD S     -   119,130.      702,900.      MT  (+/- 180 meters Scaled)
 OR0692
 OR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP948050(NAD 83)
 OR0692
 OR0692                          SUPERSEDED SURVEY CONTROL
 OR0692
 OR0692  NGVD 29 (??/??/92)  511.161  (m)         1677.03   (f) ADJ UNCH    1 2
 OR0692
 OR0692.Superseded values are not recommended for survey control.
 OR0692
 OR0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0692.See file dsdata.pdf to determine how the superseded data were derived.
 OR0692
 OR0692_MARKER: DB = BENCH MARK DISK
 OR0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0692_STAMPING: R 301 1945
 OR0692_MARK LOGO: CGS
 OR0692_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0692+STABILITY: SURFACE MOTION
 OR0692
 OR0692  HISTORY     - Date     Condition        Report By
 OR0692  HISTORY     - 1945     MONUMENTED       CGS
 OR0692  HISTORY     - 1949     GOOD             CGS
 OR0692  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0692
 OR0692                          STATION DESCRIPTION
 OR0692
 OR0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0692'5.1 MI SE FROM ACADEMY.
 OR0692'5.0 MILES SOUTHEAST OF ACADEMY, CHARLES MIX COUNTY.  THIS BENCH
 OR0692'MARK MAY BE REACHED FROM WARD ACADEMY BY GOING 0.1 MILE NORTH,
 OR0692'THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 50, AND THENCE 4.0 MILES
 OR0692'SOUTH ALONG A GRADED DIRT ROAD.  IT IS AT THE INTERSECTION OF AN
 OR0692'EAST-AND-WEST GRADED DIRT ROAD, 36 FEET WEST OF THE CENTER LINE OF
 OR0692'THE NORTH-AND-SOUTH ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE
 OR0692'EAST-AND-WEST ROAD, 6 FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH
 OR0692'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE CENTER LINE OF
 OR0692'THE NORTH-AND-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OR0692'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- BENCH MARK R 301 IS
 OR0692'LOCATED 1.0 MILE NORTH OF BENCH MARK S 301.
 OR0692
 OR0692                          STATION RECOVERY (2013)
 OR0692
 OR0692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OR0692'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0468 ***********************************************************************
 OR0468  DESIGNATION -  R 302
 OR0468  PID         -  OR0468
 OR0468  STATE/COUNTY-  SD/LYMAN
 OR0468  COUNTRY     -  US
 OR0468  USGS QUAD   -  IONA (2017)
 OR0468
 OR0468                         *CURRENT SURVEY CONTROL
 OR0468  ______________________________________________________________________
 OR0468* NAD 83(1986) POSITION- 43 37 22.     (N) 099 26 58.     (W)   SCALED
 OR0468* NAVD 88 ORTHO HEIGHT -   482.206 (meters)     1582.04  (feet) ADJUSTED
 OR0468  ______________________________________________________________________
 OR0468  GEOID HEIGHT    -        -26.040 (meters)                     GEOID18
 OR0468  DYNAMIC HEIGHT  -        482.062 (meters)     1581.57  (feet) COMP
 OR0468  MODELED GRAVITY -    980,305.0   (mgal)                       NAVD 88
 OR0468
 OR0468  VERT ORDER      -  SECOND    CLASS 0
 OR0468
 OR0468.The horizontal coordinates were scaled from a map and have
 OR0468.an estimated accuracy of +/- 6 seconds.
 OR0468
 OR0468.The orthometric height was determined by differential leveling and
 OR0468.adjusted by the NATIONAL GEODETIC SURVEY
 OR0468.in June 1991.
 OR0468
 OR0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0468.GEOID18 height accuracy estimate available here.
 OR0468
 OR0468.Click photographs - Photos may exist for this station.
 OR0468
 OR0468.The dynamic height is computed by dividing the NAVD 88
 OR0468.geopotential number by the normal gravity value computed on the
 OR0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0468.degrees latitude (g = 980.6199 gals.).
 OR0468
 OR0468.The modeled gravity was interpolated from observed gravity values.
 OR0468
 OR0468;                    North         East    Units  Estimated Accuracy
 OR0468;SPC SD S     -   143,630.      671,330.      MT  (+/- 180 meters Scaled)
 OR0468
 OR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP637300(NAD 83)
 OR0468
 OR0468                          SUPERSEDED SURVEY CONTROL
 OR0468
 OR0468  NGVD 29 (??/??/92)  481.875  (m)         1580.95   (f) ADJ UNCH    2 0
 OR0468
 OR0468.Superseded values are not recommended for survey control.
 OR0468
 OR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0468.See file dsdata.pdf to determine how the superseded data were derived.
 OR0468
 OR0468_MARKER: DB = BENCH MARK DISK
 OR0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0468_STAMPING: R 302 1945
 OR0468_MARK LOGO: CGS
 OR0468_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0468+STABILITY: SURFACE MOTION
 OR0468
 OR0468  HISTORY     - Date     Condition        Report By
 OR0468  HISTORY     - 1945     MONUMENTED       CGS
 OR0468
 OR0468                          STATION DESCRIPTION
 OR0468
 OR0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0468'5.9 MI N FROM IONA.
 OR0468'5.9 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0468'IONA, LYMAN COUNTY, ON THE NORTH SLOPE OF A HILL, 54-1/2 FEET
 OR0468'NORTHEAST OF THE NORTH POST OF A GUARDRAIL FENCE, 39-1/2 FEET
 OR0468'EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A WHITE
 OR0468'WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  AN IRON
 OR0468'BENCH MARK DISK, STAMPED R 302 1945 AND SET IN THE TOP OF A
 OR0468'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0136 ***********************************************************************
 PT0136  DESIGNATION -  R 303
 PT0136  PID         -  PT0136
 PT0136  STATE/COUNTY-  SD/HUGHES
 PT0136  COUNTRY     -  US
 PT0136  USGS QUAD   -  PIERRE (2017)
 PT0136
 PT0136                         *CURRENT SURVEY CONTROL
 PT0136  ______________________________________________________________________
 PT0136* NAD 83(1986) POSITION- 44 21 50.6    (N) 100 20 01.3    (W)   HD_HELD2
 PT0136* NAVD 88 ORTHO HEIGHT -   457.084 (meters)     1499.62  (feet) ADJUSTED
 PT0136  ______________________________________________________________________
 PT0136  GEOID HEIGHT    -        -23.469 (meters)                     GEOID18
 PT0136  DYNAMIC HEIGHT  -        456.993 (meters)     1499.32  (feet) COMP
 PT0136  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 PT0136
 PT0136  VERT ORDER      -  FIRST     CLASS II
 PT0136
 PT0136.The horizontal coordinates were established by autonomous hand held GPS
 PT0136.observations and have an estimated accuracy of +/- 10 meters.
 PT0136
 PT0136.The orthometric height was determined by differential leveling and
 PT0136.adjusted by the NATIONAL GEODETIC SURVEY
 PT0136.in October 1997.
 PT0136
 PT0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0136.GEOID18 height accuracy estimate available here.
 PT0136
 PT0136.Click photographs - Photos may exist for this station.
 PT0136
 PT0136.The dynamic height is computed by dividing the NAVD 88
 PT0136.geopotential number by the normal gravity value computed on the
 PT0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0136.degrees latitude (g = 980.6199 gals.).
 PT0136
 PT0136.The modeled gravity was interpolated from observed gravity values.
 PT0136
 PT0136;                    North         East    Units  Estimated Accuracy
 PT0136;SPC SD S     -   225,605.      599,971.      MT  (+/- 10 meters HH2 GPS)
 PT0136
 PT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9372713173(NAD 83)
 PT0136
 PT0136                          SUPERSEDED SURVEY CONTROL
 PT0136
 PT0136  NAVD 88 (06/15/91)  457.152  (m)         1499.84   (f) SUPERSEDED  1 2
 PT0136  NGVD 29 (??/??/92)  456.777  (m)         1498.61   (f) ADJ UNCH    1 2
 PT0136
 PT0136.Superseded values are not recommended for survey control.
 PT0136
 PT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0136.See file dsdata.pdf to determine how the superseded data were derived.
 PT0136
 PT0136_MARKER: DB = BENCH MARK DISK
 PT0136_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0136_SP_SET: BUILDING
 PT0136_STAMPING: R 303 1945
 PT0136_MARK LOGO: CGS
 PT0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0136+STABILITY: SURFACE MOTION
 PT0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0136+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0136
 PT0136  HISTORY     - Date     Condition        Report By
 PT0136  HISTORY     - 1945     MONUMENTED       CGS
 PT0136  HISTORY     - 1949     GOOD             CGS
 PT0136  HISTORY     - 1951     GOOD             CGS
 PT0136  HISTORY     - 1982     GOOD             NGS
 PT0136  HISTORY     - 19860930 GOOD             NGS
 PT0136  HISTORY     - 19890126 GOOD             NGS
 PT0136  HISTORY     - 19941121 GOOD             NGS
 PT0136  HISTORY     - 20130116 GOOD             INDIV
 PT0136
 PT0136                          STATION DESCRIPTION
 PT0136
 PT0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0136'AT PIERRE.
 PT0136'AT THE INTERSECTION OF CAPITOL AVENUE AND MONROE STREET, AT THE
 PT0136'WASHINGTON SCHOOL, IN THE NORTH BRICK WALL, 1.6 FEET WEST OF THE
 PT0136'NORTHEAST CORNER, SET VERTICALLY, 3.3 FEET ABOVE THE SIDEWALK.
 PT0136
 PT0136                          STATION RECOVERY (1951)
 PT0136
 PT0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0136'RECOVERED IN GOOD CONDITION.
 PT0136
 PT0136                          STATION RECOVERY (1982)
 PT0136
 PT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PT0136'RECOVERED IN GOOD CONDITION.
 PT0136
 PT0136                          STATION RECOVERY (1986)
 PT0136
 PT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0136'AT PIERRE, AT THE INTERSECTION OF CAPITOL AVENUE AND MONROE STREET,
 PT0136'IN THE NORTH BRICK WALL OF WASHINGTON SCHOOL, 0.488 M (1.6 FT) WEST
 PT0136'OF THE NORTHEAST CORNER, SET VERTICALLY 1.0 M (3.3 FT) ABOVE THE
 PT0136'SIDEWALK.
 PT0136
 PT0136                          STATION RECOVERY (1989)
 PT0136
 PT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0136'RECOVERED IN GOOD CONDITION.
 PT0136
 PT0136                          STATION RECOVERY (1994)
 PT0136
 PT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT0136'IN PIERRE, AT THE INTERSECTION OF EAST CAPITAL AVENUE AND MONROE
 PT0136'STREET, SET VERTICALLY IN THE NORTH FACE OF THE WASHINGTON SCHOOL,
 PT0136'39.1 M (128.3 FT) EAST OF THE STREET CENTER, 21.2 M (69.6 FT) EAST OF
 PT0136'THE NORTHWEST CORNER OF THE BUILDING, 15.1 M (49.5 FT) SOUTH OF THE
 PT0136'AVENUE CENTER, AND 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE.
 PT0136
 PT0136                          STATION RECOVERY (2013)
 PT0136
 PT0136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0164 ***********************************************************************
 QS0164  DESIGNATION -  R 304
 QS0164  PID         -  QS0164
 QS0164  STATE/COUNTY-  SD/DEWEY
 QS0164  COUNTRY     -  US
 QS0164  USGS QUAD   -  MOREAU SE (2017)
 QS0164
 QS0164                         *CURRENT SURVEY CONTROL
 QS0164  ______________________________________________________________________
 QS0164* NAD 83(1986) POSITION- 45 19 26.     (N) 100 20 57.     (W)   SCALED
 QS0164* NAVD 88 ORTHO HEIGHT -   470.629 (meters)     1544.06  (feet) ADJUSTED
 QS0164  ______________________________________________________________________
 QS0164  GEOID HEIGHT    -        -22.043 (meters)                     GEOID18
 QS0164  DYNAMIC HEIGHT  -        470.575 (meters)     1543.88  (feet) COMP
 QS0164  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 QS0164
 QS0164  VERT ORDER      -  SECOND    CLASS 0
 QS0164
 QS0164.The horizontal coordinates were scaled from a map and have
 QS0164.an estimated accuracy of +/- 6 seconds.
 QS0164
 QS0164.The orthometric height was determined by differential leveling and
 QS0164.adjusted by the NATIONAL GEODETIC SURVEY
 QS0164.in June 1991.
 QS0164
 QS0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0164.GEOID18 height accuracy estimate available here.
 QS0164
 QS0164.Click photographs - Photos may exist for this station.
 QS0164
 QS0164.The dynamic height is computed by dividing the NAVD 88
 QS0164.geopotential number by the normal gravity value computed on the
 QS0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0164.degrees latitude (g = 980.6199 gals.).
 QS0164
 QS0164.The modeled gravity was interpolated from observed gravity values.
 QS0164
 QS0164;                    North         East    Units  Estimated Accuracy
 QS0164;SPC SD N     -   165,700.      572,630.      MT  (+/- 180 meters Scaled)
 QS0164
 QS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR942198(NAD 83)
 QS0164
 QS0164                          SUPERSEDED SURVEY CONTROL
 QS0164
 QS0164  NGVD 29 (??/??/92)  470.267  (m)         1542.87   (f) ADJ UNCH    2 0
 QS0164
 QS0164.Superseded values are not recommended for survey control.
 QS0164
 QS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0164.See file dsdata.pdf to determine how the superseded data were derived.
 QS0164
 QS0164_MARKER: DB = BENCH MARK DISK
 QS0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0164_STAMPING: R 304 1945
 QS0164_MARK LOGO: CGS
 QS0164_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0164+STABILITY: SURFACE MOTION
 QS0164
 QS0164  HISTORY     - Date     Condition        Report By
 QS0164  HISTORY     - 1945     MONUMENTED       CGS
 QS0164
 QS0164                          STATION DESCRIPTION
 QS0164
 QS0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0164'20.8 MI S FROM MOBRIDGE.
 QS0164'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0164'3.8 MILES WEST ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST 1.4
 QS0164'MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 9.3 MILES ALONG A
 QS0164'GRAVELED ROAD, THENCE SOUTHEAST 6.3 MILES ALONG A GRAVELED ROAD TO
 QS0164'SITE OF MARK, BENCH MARK IS ABOUT 4.9 MILES SOUTHEAST OF THE
 QS0164'CATHOLIC CHURCH AT MOREAU, ABOUT 72 YARDS SOUTHEAST OF AN
 QS0164'NORTHEAST SOUTHWEST DIRT ROAD, 52.5 FEET SOUTHWEST OF AND ABOUT 3.0
 QS0164'FEET LOWER THAN CENTERLINE OF ROAD, 5.0 FEET SOUTHEAST OF A FENCE
 QS0164'CORNER, 1.0 FOOT SOUTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A
 QS0164'4 X 4 MARKER POST.  AN IRON DISK STAMPED R 304 1945 IS SET IN
 QS0164'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0148 ***********************************************************************
 QS0148  DESIGNATION -  R 305
 QS0148  PID         -  QS0148
 QS0148  STATE/COUNTY-  SD/DEWEY
 QS0148  COUNTRY     -  US
 QS0148  USGS QUAD   -  MOREAU (2017)
 QS0148
 QS0148                         *CURRENT SURVEY CONTROL
 QS0148  ______________________________________________________________________
 QS0148* NAD 83(1986) POSITION- 45 22 16.     (N) 100 28 37.     (W)   SCALED
 QS0148* NAVD 88 ORTHO HEIGHT -   480.100 (meters)     1575.13  (feet) ADJUSTED
 QS0148  ______________________________________________________________________
 QS0148  GEOID HEIGHT    -        -21.868 (meters)                     GEOID18
 QS0148  DYNAMIC HEIGHT  -        480.053 (meters)     1574.97  (feet) COMP
 QS0148  MODELED GRAVITY -    980,502.9   (mgal)                       NAVD 88
 QS0148
 QS0148  VERT ORDER      -  SECOND    CLASS 0
 QS0148
 QS0148.The horizontal coordinates were scaled from a map and have
 QS0148.an estimated accuracy of +/- 6 seconds.
 QS0148
 QS0148.The orthometric height was determined by differential leveling and
 QS0148.adjusted by the NATIONAL GEODETIC SURVEY
 QS0148.in June 1991.
 QS0148
 QS0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0148.GEOID18 height accuracy estimate available here.
 QS0148
 QS0148.Click photographs - Photos may exist for this station.
 QS0148
 QS0148.The dynamic height is computed by dividing the NAVD 88
 QS0148.geopotential number by the normal gravity value computed on the
 QS0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0148.degrees latitude (g = 980.6199 gals.).
 QS0148
 QS0148.The modeled gravity was interpolated from observed gravity values.
 QS0148
 QS0148;                    North         East    Units  Estimated Accuracy
 QS0148;SPC SD N     -   170,990.      562,640.      MT  (+/- 180 meters Scaled)
 QS0148
 QS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR843252(NAD 83)
 QS0148
 QS0148                          SUPERSEDED SURVEY CONTROL
 QS0148
 QS0148  NGVD 29 (??/??/92)  479.736  (m)         1573.93   (f) ADJ UNCH    2 0
 QS0148
 QS0148.Superseded values are not recommended for survey control.
 QS0148
 QS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0148.See file dsdata.pdf to determine how the superseded data were derived.
 QS0148
 QS0148_MARKER: DB = BENCH MARK DISK
 QS0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0148_STAMPING: R 305 1945
 QS0148_MARK LOGO: CGS
 QS0148_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0148+STABILITY: SURFACE MOTION
 QS0148
 QS0148  HISTORY     - Date     Condition        Report By
 QS0148  HISTORY     - 1945     MONUMENTED       CGS
 QS0148
 QS0148                          STATION DESCRIPTION
 QS0148
 QS0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0148'9.3 MI NE FROM PROMISE.
 QS0148'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0148'RAILROAD STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A
 QS0148'DIRT ROAD, THENCE EASTERLY 7.4 MILES ALONG A GRAVELED ROAD TO
 QS0148'SITE OF MARK, BENCH MARK IS 40.0 FEET SOUTH OF AND ABOUT LEVEL
 QS0148'WITH THE CENTER LINE OF THE ROAD, 6.0 FEET WEST OF A TELEPHONE
 QS0148'POLE AND 3.0 FEET EAST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 QS0148'STAMPED R 305 1945, SET IN THE TOP OF A CONCRETE POST WHICH
 QS0148'PROJECTS 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0120 ***********************************************************************
 QS0120  DESIGNATION -  R 306
 QS0120  PID         -  QS0120
 QS0120  STATE/COUNTY-  SD/CORSON
 QS0120  COUNTRY     -  US
 QS0120  USGS QUAD   -  KENEL (2017)
 QS0120
 QS0120                         *CURRENT SURVEY CONTROL
 QS0120  ______________________________________________________________________
 QS0120* NAD 83(1986) POSITION- 45 50 50.     (N) 100 27 31.     (W)   SCALED
 QS0120* NAVD 88 ORTHO HEIGHT -   609.264 (meters)     1998.89  (feet) ADJUSTED
 QS0120  ______________________________________________________________________
 QS0120  GEOID HEIGHT    -        -21.664 (meters)                     GEOID18
 QS0120  DYNAMIC HEIGHT  -        609.227 (meters)     1998.77  (feet) COMP
 QS0120  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 QS0120
 QS0120  VERT ORDER      -  FIRST     CLASS II
 QS0120
 QS0120.The horizontal coordinates were scaled from a map and have
 QS0120.an estimated accuracy of +/- 6 seconds.
 QS0120
 QS0120.The orthometric height was determined by differential leveling and
 QS0120.adjusted by the NATIONAL GEODETIC SURVEY
 QS0120.in June 1991.
 QS0120
 QS0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0120.GEOID18 height accuracy estimate available here.
 QS0120
 QS0120.Click photographs - Photos may exist for this station.
 QS0120
 QS0120.The dynamic height is computed by dividing the NAVD 88
 QS0120.geopotential number by the normal gravity value computed on the
 QS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0120.degrees latitude (g = 980.6199 gals.).
 QS0120
 QS0120.The modeled gravity was interpolated from observed gravity values.
 QS0120
 QS0120;                    North         East    Units  Estimated Accuracy
 QS0120;SPC SD N     -   223,900.      564,380.      MT  (+/- 180 meters Scaled)
 QS0120
 QS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR867781(NAD 83)
 QS0120
 QS0120                          SUPERSEDED SURVEY CONTROL
 QS0120
 QS0120  NGVD 29 (??/??/92)  608.879  (m)         1997.63   (f) ADJ UNCH    1 2
 QS0120
 QS0120.Superseded values are not recommended for survey control.
 QS0120
 QS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0120.See file dsdata.pdf to determine how the superseded data were derived.
 QS0120
 QS0120_MARKER: DB = BENCH MARK DISK
 QS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0120_STAMPING: R 306 1945
 QS0120_MARK LOGO: CGS
 QS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0120+STABILITY: SURFACE MOTION
 QS0120
 QS0120  HISTORY     - Date     Condition        Report By
 QS0120  HISTORY     - 1945     MONUMENTED       CGS
 QS0120  HISTORY     - 1964     GOOD             CGS
 QS0120
 QS0120                          STATION DESCRIPTION
 QS0120
 QS0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0120'0.5 MI S FROM KENEL.
 QS0120'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT KENEL,
 QS0120'T 22 N, R 29-30 E, AT CORNER SECTION 25-36-30-31, CORSON COUNTY,
 QS0120'68.3 FEET NORTH OF A POLE, 35.6 FEET EAST OF THE CENTERLINE OF
 QS0120'THE ROAD, AND 2 FEET WEST OF A WHITE WITNESS POST.  AN IRON
 QS0120'BENCH MARK DISK, STAMPED R 306 1945 AND SET IN THE TOP OF A
 QS0120'CONCRETE POST.  NOTE-- TO REACH FROM THE GOVERNMENT SCHOOL AT
 QS0120'KENEL, SOUTH DAKOTA, GO SOUTH ALONG A GRADED DIRT ROAD FOR 5.2
 QS0120'MILES.  NOTE-- 1964 REPORT-- THE TOWN OF KENEL HAS BEEN MOVED
 QS0120'5.0 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0120'THE FOUNDATIONS OF ITS OLD BUILDINGS STILL REMAIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0333 ***********************************************************************
 QS0333  DESIGNATION -  R 307
 QS0333  PID         -  QS0333
 QS0333  STATE/COUNTY-  SD/CORSON
 QS0333  COUNTRY     -  US
 QS0333  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0333
 QS0333                         *CURRENT SURVEY CONTROL
 QS0333  ______________________________________________________________________
 QS0333* NAD 83(1986) POSITION- 45 48 48.     (N) 100 47 57.     (W)   SCALED
 QS0333* NAVD 88 ORTHO HEIGHT -   608.264 (meters)     1995.61  (feet) ADJUSTED
 QS0333  ______________________________________________________________________
 QS0333  GEOID HEIGHT    -        -21.145 (meters)                     GEOID18
 QS0333  DYNAMIC HEIGHT  -        608.213 (meters)     1995.45  (feet) COMP
 QS0333  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 QS0333
 QS0333  VERT ORDER      -  SECOND    CLASS 0
 QS0333
 QS0333.The horizontal coordinates were scaled from a map and have
 QS0333.an estimated accuracy of +/- 6 seconds.
 QS0333
 QS0333.The orthometric height was determined by differential leveling and
 QS0333.adjusted by the NATIONAL GEODETIC SURVEY
 QS0333.in June 1991.
 QS0333
 QS0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0333.GEOID18 height accuracy estimate available here.
 QS0333
 QS0333.Click photographs - Photos may exist for this station.
 QS0333
 QS0333.The dynamic height is computed by dividing the NAVD 88
 QS0333.geopotential number by the normal gravity value computed on the
 QS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0333.degrees latitude (g = 980.6199 gals.).
 QS0333
 QS0333.The modeled gravity was interpolated from observed gravity values.
 QS0333
 QS0333;                    North         East    Units  Estimated Accuracy
 QS0333;SPC SD N     -   220,340.      537,890.      MT  (+/- 180 meters Scaled)
 QS0333
 QS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR602748(NAD 83)
 QS0333
 QS0333                          SUPERSEDED SURVEY CONTROL
 QS0333
 QS0333  NGVD 29 (??/??/92)  607.843  (m)         1994.23   (f) ADJ UNCH    2 0
 QS0333
 QS0333.Superseded values are not recommended for survey control.
 QS0333
 QS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0333.See file dsdata.pdf to determine how the superseded data were derived.
 QS0333
 QS0333_MARKER: DB = BENCH MARK DISK
 QS0333_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QS0333+WITH SETTING: PAVEMENT
 QS0333_SP_SET: SEMAPHORE BASE
 QS0333_STAMPING: R 307 1945
 QS0333_MARK LOGO: CGS
 QS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0333+STABILITY: SURFACE MOTION
 QS0333
 QS0333  HISTORY     - Date     Condition        Report By
 QS0333  HISTORY     - 1945     MONUMENTED       CGS
 QS0333
 QS0333                          STATION DESCRIPTION
 QS0333
 QS0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0333'0.6 MI E FROM MC LAUGHLIN.
 QS0333'0.6 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0333'RAILROAD FROM THE STATION AT MC LAUGHLIN, CORSON COUNTY, 3 POLES
 QS0333'EAST OF MILEPOST 835, 10 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 QS0333'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A
 QS0333'SEMAPHORE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 QS0333'DISK, STAMPED R 307 1945.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0300 ***********************************************************************
 QS0300  DESIGNATION -  R 308
 QS0300  PID         -  QS0300
 QS0300  STATE/COUNTY-  SD/DEWEY
 QS0300  COUNTRY     -  US
 QS0300  USGS QUAD   -  VIRGINIA (2017)
 QS0300
 QS0300                         *CURRENT SURVEY CONTROL
 QS0300  ______________________________________________________________________
 QS0300* NAD 83(1986) POSITION- 45 07 34.32   (N) 100 31 53.05   (W)   HD_HELD1
 QS0300* NAVD 88 ORTHO HEIGHT -   616.625 (meters)     2023.04  (feet) ADJUSTED
 QS0300  ______________________________________________________________________
 QS0300  GEOID HEIGHT    -        -22.212 (meters)                     GEOID18
 QS0300  DYNAMIC HEIGHT  -        616.525 (meters)     2022.72  (feet) COMP
 QS0300  MODELED GRAVITY -    980,434.4   (mgal)                       NAVD 88
 QS0300
 QS0300  VERT ORDER      -  FIRST     CLASS II
 QS0300
 QS0300.The horizontal coordinates were determined by differentially corrected
 QS0300.hand held GPS observations or other comparable positioning techniques
 QS0300.and have an estimated accuracy of +/- 3 meters.
 QS0300
 QS0300.The orthometric height was determined by differential leveling and
 QS0300.adjusted by the NATIONAL GEODETIC SURVEY
 QS0300.in July 1998.
 QS0300
 QS0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0300.GEOID18 height accuracy estimate available here.
 QS0300
 QS0300.Click photographs - Photos may exist for this station.
 QS0300
 QS0300.The dynamic height is computed by dividing the NAVD 88
 QS0300.geopotential number by the normal gravity value computed on the
 QS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0300.degrees latitude (g = 980.6199 gals.).
 QS0300
 QS0300.The modeled gravity was interpolated from observed gravity values.
 QS0300
 QS0300;                    North         East    Units  Estimated Accuracy
 QS0300;SPC SD N     -   143,804.0     558,195.5     MT  (+/- 3 meters HH1 GPS) 
 QS0300
 QS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7956798110(NAD 83)
 QS0300
 QS0300                          SUPERSEDED SURVEY CONTROL
 QS0300
 QS0300  NAVD 88 (06/15/91)  616.646  (m)         2023.11   (f) SUPERSEDED  1 2
 QS0300  NGVD 29 (??/??/92)  616.235  (m)         2021.76   (f) ADJ UNCH    1 2
 QS0300
 QS0300.Superseded values are not recommended for survey control.
 QS0300
 QS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0300.See file dsdata.pdf to determine how the superseded data were derived.
 QS0300
 QS0300_MARKER: DB = BENCH MARK DISK
 QS0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0300_STAMPING: R 308 1945
 QS0300_MARK LOGO: CGS
 QS0300_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0300+STABILITY: SURFACE MOTION
 QS0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0300+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0300
 QS0300  HISTORY     - Date     Condition        Report By
 QS0300  HISTORY     - 1945     MONUMENTED       CGS
 QS0300  HISTORY     - 19960425 GOOD             NGS
 QS0300  HISTORY     - 20120626 GOOD             INDIV
 QS0300
 QS0300                          STATION DESCRIPTION
 QS0300
 QS0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0300'0.3 MI N FROM LA PLANT.
 QS0300'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO,
 QS0300'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT,
 QS0300'DEWEY COUNTY, THENCE ABOUT 6.5 MILES SOUTHEAST ALONG U.S.
 QS0300'HIGHWAY 212, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QS0300'18 FEET WEST OF A POLE, IN LINE WITH A ROW OF POLES, 1 FOOT NORTH
 QS0300'OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 1 FOOT WEST
 QS0300'OF A WHITE WOODEN WITNESS POST.  AN IRON BENCH-MARK DISK,
 QS0300'STAMPED R 308 1945 AND SET IN THE TOP OF A CONCRETE POST
 QS0300'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0300
 QS0300                          STATION RECOVERY (1996)
 QS0300
 QS0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0300'24.0 KM (14.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0300'OFFICE IN RIDGEVIEW, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A FENCE,
 QS0300'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG AN OLD HIGHWAY BED, 13.1 M
 QS0300'(43.0 FT) SOUTHEAST OF THE HIGHWAY BED, 0.5 M (1.6 FT) BELOW THE LEVEL
 QS0300'OF THE HIGHWAY BED, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QS0300'GROUND SURFACE.
 QS0300
 QS0300                          STATION RECOVERY (2012)
 QS0300
 QS0300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0099 ***********************************************************************
 PT0099  DESIGNATION -  R 309 RESET
 PT0099  PID         -  PT0099
 PT0099  STATE/COUNTY-  SD/SULLY
 PT0099  COUNTRY     -  US
 PT0099  USGS QUAD   -  AGAR SW (2017)
 PT0099
 PT0099                         *CURRENT SURVEY CONTROL
 PT0099  ______________________________________________________________________
 PT0099* NAD 83(1986) POSITION- 44 50 18.     (N) 100 09 46.     (W)   SCALED
 PT0099* NAVD 88 ORTHO HEIGHT -   573.35  (+/-2cm)     1881.1   (feet) VERTCON3
 PT0099  ______________________________________________________________________
 PT0099  GEOID HEIGHT    -        -22.754 (meters)                     GEOID18
 PT0099  VERT ORDER      -  THIRD (See Below)
 PT0099
 PT0099.The horizontal coordinates were scaled from a map and have
 PT0099.an estimated accuracy of +/- 6 seconds.
 PT0099
 PT0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0099
 PT0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0099.GEOID18 height accuracy estimate available here.
 PT0099
 PT0099.The vertical order pertains to the NGVD 29 superseded value.
 PT0099
 PT0099.Click photographs - Photos may exist for this station.
 PT0099
 PT0099;                    North         East    Units  Estimated Accuracy
 PT0099;SPC SD N     -   111,690.      587,130.      MT  (+/- 180 meters Scaled)
 PT0099
 PT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ080656(NAD 83)
 PT0099
 PT0099                          SUPERSEDED SURVEY CONTROL
 PT0099
 PT0099  NGVD 29 (??/??/??)  572.97   (m)         1879.8    (f) RESET       3  
 PT0099
 PT0099.Superseded values are not recommended for survey control.
 PT0099
 PT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0099.See file dsdata.pdf to determine how the superseded data were derived.
 PT0099
 PT0099_MARKER: DB = BENCH MARK DISK
 PT0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0099_STAMPING: R 309 RESET 1970
 PT0099_MARK LOGO: CGS
 PT0099_PROJECTION: FLUSH
 PT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0099+STABILITY: SURFACE MOTION
 PT0099
 PT0099  HISTORY     - Date     Condition        Report By
 PT0099  HISTORY     - 1970     MONUMENTED       NGS
 PT0099
 PT0099                          STATION DESCRIPTION
 PT0099
 PT0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0099'4.3 MI W FROM AGAR.
 PT0099'4.3 MILES WEST ALONG COUNTY ROAD FROM THE RAILROAD STATION IN
 PT0099'AGAR TO A SECTION LINE CROSSROAD GROWN UP TO GRASS, 122 FEET
 PT0099'SOUTH OF THE CENTER OF COUNTY ROAD, 20 FEET WEST OF CENTER OF DIM
 PT0099'SECTION LINE ROAD, 1.5 FEET NORTHEAST OF A CORNER FENCE POST,
 PT0099'1.5 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 PT0099'ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND.
 PT0099'NEAR CORNER OF SECTIONS 19, 24, 25, 30, T 116 N, R 77 AND 78 W.
 PT0099'THE DISK WAS REMOVED FROM BENCH MARK R 309 AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0243 ***********************************************************************
 QT0243  DESIGNATION -  R 31
 QT0243  PID         -  QT0243
 QT0243  STATE/COUNTY-  SD/HARDING
 QT0243  COUNTRY     -  US
 QT0243  USGS QUAD   -  BATTLESHIP ROCK (2017)
 QT0243
 QT0243                         *CURRENT SURVEY CONTROL
 QT0243  ______________________________________________________________________
 QT0243* NAD 83(1986) POSITION- 45 31 49.     (N) 103 12 04.     (W)   SCALED
 QT0243* NAVD 88 ORTHO HEIGHT -   940.664 (meters)     3086.16  (feet) ADJUSTED
 QT0243  ______________________________________________________________________
 QT0243  GEOID HEIGHT    -        -16.436 (meters)                     GEOID18
 QT0243  DYNAMIC HEIGHT  -        940.501 (meters)     3085.63  (feet) COMP
 QT0243  MODELED GRAVITY -    980,410.3   (mgal)                       NAVD 88
 QT0243
 QT0243  VERT ORDER      -  FIRST     CLASS II
 QT0243
 QT0243.The horizontal coordinates were scaled from a map and have
 QT0243.an estimated accuracy of +/- 6 seconds.
 QT0243
 QT0243.The orthometric height was determined by differential leveling and
 QT0243.adjusted by the NATIONAL GEODETIC SURVEY
 QT0243.in June 1991.
 QT0243
 QT0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0243.GEOID18 height accuracy estimate available here.
 QT0243
 QT0243.Click photographs - Photos may exist for this station.
 QT0243
 QT0243.The dynamic height is computed by dividing the NAVD 88
 QT0243.geopotential number by the normal gravity value computed on the
 QT0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0243.degrees latitude (g = 980.6199 gals.).
 QT0243
 QT0243.The modeled gravity was interpolated from observed gravity values.
 QT0243
 QT0243;                    North         East    Units  Estimated Accuracy
 QT0243;SPC SD N     -   193,520.      350,010.      MT  (+/- 180 meters Scaled)
 QT0243
 QT0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL404434(NAD 83)
 QT0243
 QT0243                          SUPERSEDED SURVEY CONTROL
 QT0243
 QT0243  NGVD 29 (??/??/92)  940.177  (m)         3084.56   (f) ADJ UNCH    1 2
 QT0243
 QT0243.Superseded values are not recommended for survey control.
 QT0243
 QT0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0243.See file dsdata.pdf to determine how the superseded data were derived.
 QT0243
 QT0243_MARKER: DB = BENCH MARK DISK
 QT0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0243_STAMPING: R 31 1934
 QT0243_MARK LOGO: CGS
 QT0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0243+STABILITY: SURFACE MOTION
 QT0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0243+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0243
 QT0243  HISTORY     - Date     Condition        Report By
 QT0243  HISTORY     - 1934     MONUMENTED       CGS
 QT0243  HISTORY     - 1941     GOOD             CGS
 QT0243  HISTORY     - 19990527 GOOD             NGS
 QT0243
 QT0243                          STATION DESCRIPTION
 QT0243
 QT0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0243'6.1 MI W FROM REVA.
 QT0243'6.1 MILES WEST ALONG STATE HIGHWAY 8 FROM REVA, HARDING COUNTY,
 QT0243'ABOUT 1.3 MILES WEST OF REVA PASS, ABOUT 0.7 MILE EAST OF A
 QT0243'SCHOOLHOUSE, AND 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 QT0243'A STANDARD DISK, STAMPED R 31 1934 AND SET IN THE TOP OF A
 QT0243'CONCRETE POST.
 QT0243
 QT0243                          STATION RECOVERY (1999)
 QT0243
 QT0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0243'9.5 KM (5.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QT0243'IN REVA, 667.6 M (2190.3 FT) EAST OF MILEPOST 46, 46.1 M (151.2 FT)
 QT0243'SOUTH OF THE HIGHWAY CENTERLINE, 17.9 M (58.7 FT) SOUTHWEST OF A
 QT0243'UTILITY POLE, 15.9 M (52.2 FT) SOUTH OF A WITNESS POST AND FENCE, 10.9
 QT0243'M (35.8 FT) NORTH OF THE CENTER OF AN ABANDONED ROAD BED, 0.4 M (1.3
 QT0243'FT) WEST OF A METAL GUARD POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 QT0243'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0243'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GORDON HELMS, HC
 QT0243'65, BOX 16, REVA, SD 57651.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0368 ***********************************************************************
 PT0368  DESIGNATION -  R 310
 PT0368  PID         -  PT0368
 PT0368  STATE/COUNTY-  SD/SULLY
 PT0368  COUNTRY     -  US
 PT0368  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT0368
 PT0368                         *CURRENT SURVEY CONTROL
 PT0368  ______________________________________________________________________
 PT0368* NAD 83(1986) POSITION- 44 41 55.     (N) 100 31 41.     (W)   SCALED
 PT0368* NAVD 88 ORTHO HEIGHT -   568.511 (meters)     1865.19  (feet) ADJUSTED
 PT0368  ______________________________________________________________________
 PT0368  GEOID HEIGHT    -        -22.571 (meters)                     GEOID18
 PT0368  DYNAMIC HEIGHT  -        568.410 (meters)     1864.86  (feet) COMP
 PT0368  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 PT0368
 PT0368  VERT ORDER      -  SECOND    CLASS 0
 PT0368
 PT0368.The horizontal coordinates were scaled from a map and have
 PT0368.an estimated accuracy of +/- 6 seconds.
 PT0368
 PT0368.The orthometric height was determined by differential leveling and
 PT0368.adjusted by the NATIONAL GEODETIC SURVEY
 PT0368.in June 1991.
 PT0368
 PT0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0368.GEOID18 height accuracy estimate available here.
 PT0368
 PT0368.Click photographs - Photos may exist for this station.
 PT0368
 PT0368.The dynamic height is computed by dividing the NAVD 88
 PT0368.geopotential number by the normal gravity value computed on the
 PT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0368.degrees latitude (g = 980.6199 gals.).
 PT0368
 PT0368.The modeled gravity was interpolated from observed gravity values.
 PT0368
 PT0368;                    North         East    Units  Estimated Accuracy
 PT0368;SPC SD N     -    96,290.      558,150.      MT  (+/- 180 meters Scaled)
 PT0368
 PT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ789506(NAD 83)
 PT0368
 PT0368                          SUPERSEDED SURVEY CONTROL
 PT0368
 PT0368  NGVD 29 (??/??/92)  568.124  (m)         1863.92   (f) ADJ UNCH    2 0
 PT0368
 PT0368.Superseded values are not recommended for survey control.
 PT0368
 PT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0368.See file dsdata.pdf to determine how the superseded data were derived.
 PT0368
 PT0368_MARKER: DB = BENCH MARK DISK
 PT0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0368_STAMPING: R 310 1946
 PT0368_MARK LOGO: CGS
 PT0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0368+STABILITY: SURFACE MOTION
 PT0368
 PT0368  HISTORY     - Date     Condition        Report By
 PT0368  HISTORY     - 1946     MONUMENTED       CGS
 PT0368  HISTORY     - 1984     MARK NOT FOUND   NGS
 PT0368
 PT0368                          STATION DESCRIPTION
 PT0368
 PT0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0368'33.1 MI NW FROM PIERRE.
 PT0368'ALONG A COUNTY ROAD LEADING TO THE U.S. DEPARTMENT OF AGRICULTURE,
 PT0368'SOIL CONSERVATION OFFICE AND CAMP, 33.1 MILES NORTHWEST OF THE
 PT0368'POST OFFICE IN PIERRE, 4.2 MILES WEST OF GRANDVIEW SCHOOL, NEAR
 PT0368'A CURVE IN THE ROAD, 60 FEET NORTH OF THE EAST END OF A 16
 PT0368'INCH CORRUGATED PIPE CULVERT, 36 FEET SOUTH OF THE CENTER OF
 PT0368'THE MAIN ROAD, 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 PT0368'ROAD, 2 FEET WEST OF WITNESS POST.  A STANDARD DISK, STAMPED
 PT0368'R 310 1946 AND SET IN THE TOP OF A CONCRETE POST.
 PT0368
 PT0368                          STATION RECOVERY (1984)
 PT0368
 PT0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0018 ***********************************************************************
 QS0018  DESIGNATION -  R 311
 QS0018  PID         -  QS0018
 QS0018  STATE/COUNTY-  SD/CAMPBELL
 QS0018  COUNTRY     -  US
 QS0018  USGS QUAD   -  POLLOCK (2017)
 QS0018
 QS0018                         *CURRENT SURVEY CONTROL
 QS0018  ______________________________________________________________________
 QS0018* NAD 83(1986) POSITION- 45 53 03.94   (N) 100 19 58.79   (W)   HD_HELD1
 QS0018* NAVD 88 ORTHO HEIGHT -   501.837 (meters)     1646.44  (feet) ADJUSTED
 QS0018  ______________________________________________________________________
 QS0018  GEOID HEIGHT    -        -21.841 (meters)                     GEOID18
 QS0018  DYNAMIC HEIGHT  -        501.809 (meters)     1646.35  (feet) COMP
 QS0018  MODELED GRAVITY -    980,544.2   (mgal)                       NAVD 88
 QS0018
 QS0018  VERT ORDER      -  FIRST     CLASS II
 QS0018
 QS0018.The horizontal coordinates were determined by differentially corrected
 QS0018.hand held GPS observations or other comparable positioning techniques
 QS0018.and have an estimated accuracy of +/- 3 meters.
 QS0018
 QS0018.The orthometric height was determined by differential leveling and
 QS0018.adjusted by the NATIONAL GEODETIC SURVEY
 QS0018.in June 1991.
 QS0018
 QS0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0018.GEOID18 height accuracy estimate available here.
 QS0018
 QS0018.Click photographs - Photos may exist for this station.
 QS0018
 QS0018.The dynamic height is computed by dividing the NAVD 88
 QS0018.geopotential number by the normal gravity value computed on the
 QS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0018.degrees latitude (g = 980.6199 gals.).
 QS0018
 QS0018.The modeled gravity was interpolated from observed gravity values.
 QS0018
 QS0018;                    North         East    Units  Estimated Accuracy
 QS0018;SPC SD N     -   227,988.8     574,150.2     MT  (+/- 3 meters HH1 GPS) 
 QS0018
 QS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9656882070(NAD 83)
 QS0018
 QS0018                          SUPERSEDED SURVEY CONTROL
 QS0018
 QS0018  NGVD 29 (??/??/92)  501.455  (m)         1645.19   (f) ADJ UNCH    1 2
 QS0018
 QS0018.Superseded values are not recommended for survey control.
 QS0018
 QS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0018.See file dsdata.pdf to determine how the superseded data were derived.
 QS0018
 QS0018_MARKER: DB = BENCH MARK DISK
 QS0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0018_STAMPING: R 311 1945
 QS0018_MARK LOGO: CGS
 QS0018_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0018+STABILITY: SURFACE MOTION
 QS0018
 QS0018  HISTORY     - Date     Condition        Report By
 QS0018  HISTORY     - 1945     MONUMENTED       CGS
 QS0018  HISTORY     - 1949     GOOD             CGS
 QS0018  HISTORY     - 1965     GOOD             USGS
 QS0018
 QS0018                          STATION DESCRIPTION
 QS0018
 QS0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0018'5 MI SW FROM POLLOCK.
 QS0018'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM R.R. STATION AT POLLOCK,
 QS0018'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 QS0018'ALONG A GRAVELED ROAD, THENCE 2.75 MILES WEST ALONG A GRAVELED
 QS0018'ROAD TO THE JUNCTION OF A DIRT ROAD LEADING NORTH, ON THE
 QS0018'CREST OF A KNOLL OVERLOOKING A WOODED AREA TO THE WEST, 117 FEET
 QS0018'SOUTHEAST OF THE EXTENDED CENTER LINE OF THE DIRT ROAD LEADING
 QS0018'NORTH, 30 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 QS0018'3.2 FEET EAST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE
 QS0018'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 QS0018'ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS
 QS0018'BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0018
 QS0018                          STATION RECOVERY (1965)
 QS0018
 QS0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QS0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0427 ***********************************************************************
 PS0427  DESIGNATION -  R 312
 PS0427  PID         -  PS0427
 PS0427  STATE/COUNTY-  SD/HUGHES
 PS0427  COUNTRY     -  US
 PS0427  USGS QUAD   -  DE GREY (2017)
 PS0427
 PS0427                         *CURRENT SURVEY CONTROL
 PS0427  ______________________________________________________________________
 PS0427* NAD 83(1986) POSITION- 44 16 50.     (N) 099 56 48.     (W)   SCALED
 PS0427* NAVD 88 ORTHO HEIGHT -   447.074 (meters)     1466.78  (feet) ADJUSTED
 PS0427  ______________________________________________________________________
 PS0427  GEOID HEIGHT    -        -23.910 (meters)                     GEOID18
 PS0427  DYNAMIC HEIGHT  -        446.985 (meters)     1466.48  (feet) COMP
 PS0427  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 PS0427
 PS0427  VERT ORDER      -  FIRST     CLASS II
 PS0427
 PS0427.The horizontal coordinates were scaled from a map and have
 PS0427.an estimated accuracy of +/- 6 seconds.
 PS0427
 PS0427.The orthometric height was determined by differential leveling and
 PS0427.adjusted by the NATIONAL GEODETIC SURVEY
 PS0427.in June 1991.
 PS0427
 PS0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0427.GEOID18 height accuracy estimate available here.
 PS0427
 PS0427.Click photographs - Photos may exist for this station.
 PS0427
 PS0427.The dynamic height is computed by dividing the NAVD 88
 PS0427.geopotential number by the normal gravity value computed on the
 PS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0427.degrees latitude (g = 980.6199 gals.).
 PS0427
 PS0427.The modeled gravity was interpolated from observed gravity values.
 PS0427
 PS0427;                    North         East    Units  Estimated Accuracy
 PS0427;SPC SD S     -   216,400.      630,870.      MT  (+/- 180 meters Scaled)
 PS0427
 PS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ244034(NAD 83)
 PS0427
 PS0427                          SUPERSEDED SURVEY CONTROL
 PS0427
 PS0427  NGVD 29 (??/??/92)  446.738  (m)         1465.67   (f) ADJ UNCH    1 2
 PS0427
 PS0427.Superseded values are not recommended for survey control.
 PS0427
 PS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0427.See file dsdata.pdf to determine how the superseded data were derived.
 PS0427
 PS0427_MARKER: DB = BENCH MARK DISK
 PS0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0427_STAMPING: R 312 1946
 PS0427_MARK LOGO: CGS
 PS0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0427+STABILITY: SURFACE MOTION
 PS0427
 PS0427  HISTORY     - Date     Condition        Report By
 PS0427  HISTORY     - 1946     MONUMENTED       CGS
 PS0427  HISTORY     - 1949     GOOD             CGS
 PS0427
 PS0427                          STATION DESCRIPTION
 PS0427
 PS0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0427'1.5 MI W FROM DE GREY.
 PS0427'1.5 MILES WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 PS0427'DE GREY, HUGHES COUNTY, NEAR A SECTION CORNER, AT THE JUNCTION
 PS0427'OF A DIM ROAD LEADING NORTH, 39 FEET NORTH OF THE CENTER LINE
 PS0427'OF THE HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF THE DIM
 PS0427'ROAD, 6 FEET NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE,
 PS0427'AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 PS0427'DISK, STAMPED R 312 1946 AND SET IN THE TOP OF A CONCRETE POST.
 PS0427
 PS0427                          STATION RECOVERY (1949)
 PS0427
 PS0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0093 ***********************************************************************
 PT0093  DESIGNATION -  R 313 RESET
 PT0093  PID         -  PT0093
 PT0093  STATE/COUNTY-  SD/SULLY
 PT0093  COUNTRY     -  US
 PT0093  USGS QUAD   -  AGAR SW (2017)
 PT0093
 PT0093                         *CURRENT SURVEY CONTROL
 PT0093  ______________________________________________________________________
 PT0093* NAD 83(1986) POSITION- 44 50 18.     (N) 100 14 39.     (W)   SCALED
 PT0093* NAVD 88 ORTHO HEIGHT -   571.04  (+/-2cm)     1873.5   (feet) VERTCON3
 PT0093  ______________________________________________________________________
 PT0093  GEOID HEIGHT    -        -22.703 (meters)                     GEOID18
 PT0093  VERT ORDER      -  THIRD (See Below)
 PT0093
 PT0093.The horizontal coordinates were scaled from a map and have
 PT0093.an estimated accuracy of +/- 6 seconds.
 PT0093
 PT0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0093
 PT0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0093.GEOID18 height accuracy estimate available here.
 PT0093
 PT0093.The vertical order pertains to the NGVD 29 superseded value.
 PT0093
 PT0093.Click photographs - Photos may exist for this station.
 PT0093
 PT0093;                    North         East    Units  Estimated Accuracy
 PT0093;SPC SD N     -   111,710.      580,700.      MT  (+/- 180 meters Scaled)
 PT0093
 PT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ016657(NAD 83)
 PT0093
 PT0093                          SUPERSEDED SURVEY CONTROL
 PT0093
 PT0093  NGVD 29 (04/17/07)  570.66   (m)         1872.2    (f) RESET       3  
 PT0093
 PT0093.Superseded values are not recommended for survey control.
 PT0093
 PT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0093.See file dsdata.pdf to determine how the superseded data were derived.
 PT0093
 PT0093_MARKER: DV = VERTICAL CONTROL DISK
 PT0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0093_STAMPING: R 313 RESET 1970 RESET 1975
 PT0093_MARK LOGO: NGS
 PT0093_PROJECTION: PROJECTING 25 CENTIMETERS
 PT0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0093+STABILITY: SURFACE MOTION
 PT0093
 PT0093  HISTORY     - Date     Condition        Report By
 PT0093  HISTORY     - 1975     MONUMENTED       NGS
 PT0093
 PT0093                          STATION DESCRIPTION
 PT0093
 PT0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PT0093'8.3 MI W FROM AGAR.
 PT0093'8.3 MILES WEST ALONG COUNTY ROAD FROM THE RAILROAD STATION
 PT0093'IN AGAR TO A SECTION LINE CROSSROAD, 58 FEET SOUTH OF THE
 PT0093'CENTER OF THE COUNTY ROAD, 29 FEET EAST OF THE CENTER OF THE
 PT0093'SECTION LINE TRACK ROAD, 3 FEET WEST OF A POWER POLE, 1.5 FEET
 PT0093'NORTHEAST OF GATE POST, 1.1 FEET EAST OF A METAL WITNESS POST,
 PT0093'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT0093'10-INCHES.  NEAR CORNER OF SECTIONS 20, 21, 28, 29, T 116 N,
 PT0093'R 78 W.  BENCH MARK R 313 RESET 1970 WAS FOUND IN GOOD CONDITION,
 PT0093'THE DISK WAS REMOVED FROM THE MARK AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0482 ***********************************************************************
 PS0482  DESIGNATION -  R 314
 PS0482  PID         -  PS0482
 PS0482  STATE/COUNTY-  SD/HYDE
 PS0482  COUNTRY     -  US
 PS0482  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0482
 PS0482                         *CURRENT SURVEY CONTROL
 PS0482  ______________________________________________________________________
 PS0482* NAD 83(1986) POSITION- 44 18 33.29   (N) 099 37 23.93   (W)   HD_HELD1
 PS0482* NAVD 88 ORTHO HEIGHT -   641.066 (meters)     2103.23  (feet) ADJUSTED
 PS0482  ______________________________________________________________________
 PS0482  GEOID HEIGHT    -        -23.975 (meters)                     GEOID18
 PS0482  DYNAMIC HEIGHT  -        640.925 (meters)     2102.77  (feet) COMP
 PS0482  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 PS0482
 PS0482  VERT ORDER      -  SECOND    CLASS 0
 PS0482
 PS0482.The horizontal coordinates were determined by differentially corrected
 PS0482.hand held GPS observations or other comparable positioning techniques
 PS0482.and have an estimated accuracy of +/- 3 meters.
 PS0482
 PS0482.The orthometric height was determined by differential leveling and
 PS0482.adjusted by the NATIONAL GEODETIC SURVEY
 PS0482.in June 1991.
 PS0482
 PS0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0482.GEOID18 height accuracy estimate available here.
 PS0482
 PS0482.Click photographs - Photos may exist for this station.
 PS0482
 PS0482.The dynamic height is computed by dividing the NAVD 88
 PS0482.geopotential number by the normal gravity value computed on the
 PS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0482.degrees latitude (g = 980.6199 gals.).
 PS0482
 PS0482.The modeled gravity was interpolated from observed gravity values.
 PS0482
 PS0482;                    North         East    Units  Estimated Accuracy
 PS0482;SPC SD N     -    52,955.0     630,055.8     MT  (+/- 3 meters HH1 GPS) 
 PS0482
 PS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5028606410(NAD 83)
 PS0482
 PS0482                          SUPERSEDED SURVEY CONTROL
 PS0482
 PS0482  NGVD 29 (??/??/92)  640.713  (m)         2102.07   (f) ADJ UNCH    2 0
 PS0482
 PS0482.Superseded values are not recommended for survey control.
 PS0482
 PS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0482.See file dsdata.pdf to determine how the superseded data were derived.
 PS0482
 PS0482_MARKER: DB = BENCH MARK DISK
 PS0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0482_STAMPING: R 314 1946
 PS0482_MARK LOGO: CGS
 PS0482_PROJECTION: PROJECTING 13 CENTIMETERS
 PS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0482+STABILITY: SURFACE MOTION
 PS0482
 PS0482  HISTORY     - Date     Condition        Report By
 PS0482  HISTORY     - 1946     MONUMENTED       CGS
 PS0482
 PS0482                          STATION DESCRIPTION
 PS0482
 PS0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0482'14 MI NW FROM STEPHAN.
 PS0482'14.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK MAY
 PS0482'BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A GRAVEL
 PS0482'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 PS0482'NORTH ALONG STATE HIGHWAY 47, THENCE 7.0 MILES WEST ALONG A
 PS0482'GRAVEL ROAD, THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 2.0 MILES
 PS0482'NORTH, AND 1.0 MILE WEST ALONG A GRAVEL ROAD.  IT IS NEAR AN
 PS0482'ABANDONED SCHOOLHOUSE, 61.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PS0482'OF THE BUILDING, 34.4 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PS0482'2.8 FEET EAST OF A FENCE CORNER, 1.6 FEET SOUTH OF THE FENCE,
 PS0482'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 PS0482'STAMPED R 314 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0482'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0487 ***********************************************************************
 PS0487  DESIGNATION -  R 315
 PS0487  PID         -  PS0487
 PS0487  STATE/COUNTY-  SD/HUGHES
 PS0487  COUNTRY     -  US
 PS0487  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 PS0487
 PS0487                         *CURRENT SURVEY CONTROL
 PS0487  ______________________________________________________________________
 PS0487* NAD 83(1986) POSITION- 44 18 32.     (N) 099 43 27.     (W)   SCALED
 PS0487* NAVD 88 ORTHO HEIGHT -   592.254 (meters)     1943.09  (feet) ADJUSTED
 PS0487  ______________________________________________________________________
 PS0487  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 PS0487  DYNAMIC HEIGHT  -        592.121 (meters)     1942.65  (feet) COMP
 PS0487  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 PS0487
 PS0487  VERT ORDER      -  SECOND    CLASS 0
 PS0487
 PS0487.The horizontal coordinates were scaled from a map and have
 PS0487.an estimated accuracy of +/- 6 seconds.
 PS0487
 PS0487.The orthometric height was determined by differential leveling and
 PS0487.adjusted by the NATIONAL GEODETIC SURVEY
 PS0487.in June 1991.
 PS0487
 PS0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0487.GEOID18 height accuracy estimate available here.
 PS0487
 PS0487.Click photographs - Photos may exist for this station.
 PS0487
 PS0487.The dynamic height is computed by dividing the NAVD 88
 PS0487.geopotential number by the normal gravity value computed on the
 PS0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0487.degrees latitude (g = 980.6199 gals.).
 PS0487
 PS0487.The modeled gravity was interpolated from observed gravity values.
 PS0487
 PS0487;                    North         East    Units  Estimated Accuracy
 PS0487;SPC SD S     -   219,650.      648,600.      MT  (+/- 180 meters Scaled)
 PS0487
 PS0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ422064(NAD 83)
 PS0487
 PS0487                          SUPERSEDED SURVEY CONTROL
 PS0487
 PS0487  NGVD 29 (??/??/92)  591.903  (m)         1941.94   (f) ADJ UNCH    2 0
 PS0487
 PS0487.Superseded values are not recommended for survey control.
 PS0487
 PS0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0487.See file dsdata.pdf to determine how the superseded data were derived.
 PS0487
 PS0487_MARKER: DB = BENCH MARK DISK
 PS0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0487_STAMPING: R 315 1946
 PS0487_MARK LOGO: CGS
 PS0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0487+STABILITY: SURFACE MOTION
 PS0487
 PS0487  HISTORY     - Date     Condition        Report By
 PS0487  HISTORY     - 1946     MONUMENTED       CGS
 PS0487
 PS0487                          STATION DESCRIPTION
 PS0487
 PS0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0487'11.1 MI NE FROM DE GREY.
 PS0487'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0487'AT DE GREY, HUGHES COUNTY, 7.0 MILES EAST OF GIDDINGS SCHOOL,
 PS0487'NEAR A SECTION CORNER, 42 FEET SOUTH OF THE CENTER LINE OF THE
 PS0487'HIGHWAY, 9 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF THE
 PS0487'FENCE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 PS0487'STANDARD DISK, STAMPED R 315 1946 AND SET IN THE TOP OF A
 PS0487'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1470 ***********************************************************************
 NM1470  DESIGNATION -  R 316
 NM1470  PID         -  NM1470
 NM1470  STATE/COUNTY-  SD/BON HOMME
 NM1470  COUNTRY     -  US
 NM1470  USGS QUAD   -  KINGSBURG (2017)
 NM1470
 NM1470                         *CURRENT SURVEY CONTROL
 NM1470  ______________________________________________________________________
 NM1470* NAD 83(1986) POSITION- 42 53 39.31   (N) 097 53 29.92   (W)   HD_HELD1
 NM1470* NAVD 88 ORTHO HEIGHT -   418.419 (meters)     1372.76  (feet) ADJUSTED
 NM1470  ______________________________________________________________________
 NM1470  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 NM1470  DYNAMIC HEIGHT  -        418.283 (meters)     1372.32  (feet) COMP
 NM1470  MODELED GRAVITY -    980,283.4   (mgal)                       NAVD 88
 NM1470
 NM1470  VERT ORDER      -  SECOND    CLASS 0
 NM1470
 NM1470.The horizontal coordinates were determined by differentially corrected
 NM1470.hand held GPS observations or other comparable positioning techniques
 NM1470.and have an estimated accuracy of +/- 3 meters.
 NM1470
 NM1470.The orthometric height was determined by differential leveling and
 NM1470.adjusted by the NATIONAL GEODETIC SURVEY
 NM1470.in June 1991.
 NM1470
 NM1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1470.GEOID18 height accuracy estimate available here.
 NM1470
 NM1470.Click photographs - Photos may exist for this station.
 NM1470
 NM1470.The dynamic height is computed by dividing the NAVD 88
 NM1470.geopotential number by the normal gravity value computed on the
 NM1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1470.degrees latitude (g = 980.6199 gals.).
 NM1470
 NM1470.The modeled gravity was interpolated from observed gravity values.
 NM1470
 NM1470;                    North         East    Units  Estimated Accuracy
 NM1470;SPC SD S     -    65,245.1     799,407.3     MT  (+/- 3 meters HH1 GPS) 
 NM1470
 NM1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9049549667(NAD 83)
 NM1470
 NM1470                          SUPERSEDED SURVEY CONTROL
 NM1470
 NM1470  NGVD 29 (??/??/92)  418.195  (m)         1372.03   (f) ADJ UNCH    2 0
 NM1470
 NM1470.Superseded values are not recommended for survey control.
 NM1470
 NM1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1470.See file dsdata.pdf to determine how the superseded data were derived.
 NM1470
 NM1470_MARKER: DB = BENCH MARK DISK
 NM1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1470_STAMPING: R 316 1946
 NM1470_MARK LOGO: CGS
 NM1470_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1470+STABILITY: SURFACE MOTION
 NM1470
 NM1470  HISTORY     - Date     Condition        Report By
 NM1470  HISTORY     - 1946     MONUMENTED       CGS
 NM1470
 NM1470                          STATION DESCRIPTION
 NM1470
 NM1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1470'3 MI N FROM SPRINGFIELD.
 NM1470'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1470'ALONG STATE HIGHWAY NO. 37 TO SITE OF MARK, BENCH MARK IS AT THE
 NM1470'INTERSECTION OF THE HIGHWAY AND AN EAST-WEST GRAVELED ROAD,
 NM1470'48.0 FEET EAST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE
 NM1470'OF THE HIGHWAY, 60.0 FEET NORTH OF THE CENTER LINE OF THE
 NM1470'EAST-WEST ROAD, 21.5 FEET NORTH OF A FENCE CORNER, 1.0 FOOT
 NM1470'WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.
 NM1470'A BRONZE DISK STAMPED R 316 1946 SET IN THE TOP OF A CONCRETE
 NM1470'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0404 ***********************************************************************
 OR0404  DESIGNATION -  R 317
 OR0404  PID         -  OR0404
 OR0404  STATE/COUNTY-  SD/BRULE
 OR0404  COUNTRY     -  US
 OR0404  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0404
 OR0404                         *CURRENT SURVEY CONTROL
 OR0404  ______________________________________________________________________
 OR0404* NAD 83(1986) POSITION- 43 48 43.     (N) 099 19 10.     (W)   SCALED
 OR0404* NAVD 88 ORTHO HEIGHT -   416.585 (meters)     1366.75  (feet) ADJUSTED
 OR0404  ______________________________________________________________________
 OR0404  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 OR0404  DYNAMIC HEIGHT  -        416.475 (meters)     1366.39  (feet) COMP
 OR0404  MODELED GRAVITY -    980,343.1   (mgal)                       NAVD 88
 OR0404
 OR0404  VERT ORDER      -  FIRST     CLASS II
 OR0404
 OR0404.The horizontal coordinates were scaled from a map and have
 OR0404.an estimated accuracy of +/- 6 seconds.
 OR0404
 OR0404.The orthometric height was determined by differential leveling and
 OR0404.adjusted by the NATIONAL GEODETIC SURVEY
 OR0404.in June 1991.
 OR0404
 OR0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0404.GEOID18 height accuracy estimate available here.
 OR0404
 OR0404.Click photographs - Photos may exist for this station.
 OR0404
 OR0404.The dynamic height is computed by dividing the NAVD 88
 OR0404.geopotential number by the normal gravity value computed on the
 OR0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0404.degrees latitude (g = 980.6199 gals.).
 OR0404
 OR0404.The modeled gravity was interpolated from observed gravity values.
 OR0404
 OR0404;                    North         East    Units  Estimated Accuracy
 OR0404;SPC SD S     -   164,760.      681,570.      MT  (+/- 180 meters Scaled)
 OR0404
 OR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP743510(NAD 83)
 OR0404
 OR0404                          SUPERSEDED SURVEY CONTROL
 OR0404
 OR0404  NGVD 29 (??/??/92)  416.247  (m)         1365.64   (f) ADJ UNCH    1 2
 OR0404
 OR0404.Superseded values are not recommended for survey control.
 OR0404
 OR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0404.See file dsdata.pdf to determine how the superseded data were derived.
 OR0404
 OR0404_MARKER: DB = BENCH MARK DISK
 OR0404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0404_SP_SET: CULVERT WINGWALL
 OR0404_STAMPING: R 317 1946
 OR0404_MARK LOGO: CGS
 OR0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0404+STABILITY: SURFACE MOTION
 OR0404
 OR0404  HISTORY     - Date     Condition        Report By
 OR0404  HISTORY     - 1946     MONUMENTED       CGS
 OR0404  HISTORY     - 1974     GOOD             USGS
 OR0404  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0404
 OR0404                          STATION DESCRIPTION
 OR0404
 OR0404'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OR0404'0.5 MI SE FROM CHAMBERLAIN.
 OR0404'0.5 MILE SOUTHEAST ALONG GLENN AVE. FROM STATE HWY. 47 BRIDGE
 OR0404'OVER AMERICAN CREEK AT CHAMBERLAIN, T 104 N, R 71 W, IN NE 1/4
 OR0404'SECTION 15.  18 FT SOUTHWEST OF AND ABOUT 6.0 FT LOWER THAN THE ROAD,
 OR0404'ON TOP OF THE WEST WINGWALL OF A LARGE CONCRETE TUBE CULBERT, A
 OR0404'BRONZE DISK STAMPED R317 1946 SET IN A DRILL HOLE ON CONCRETE.
 OR0404
 OR0404                          STATION RECOVERY (2012)
 OR0404
 OR0404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0991 ***********************************************************************
 NM0991  DESIGNATION -  R 319
 NM0991  PID         -  NM0991
 NM0991  STATE/COUNTY-  SD/YANKTON
 NM0991  COUNTRY     -  US
 NM0991  USGS QUAD   -  YANKTON (2017)
 NM0991
 NM0991                         *CURRENT SURVEY CONTROL
 NM0991  ______________________________________________________________________
 NM0991* NAD 83(1986) POSITION- 42 54 31.     (N) 097 29 46.     (W)   SCALED
 NM0991* NAVD 88 ORTHO HEIGHT -   449.257 (meters)     1473.94  (feet) ADJUSTED
 NM0991  ______________________________________________________________________
 NM0991  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 NM0991  DYNAMIC HEIGHT  -        449.123 (meters)     1473.50  (feet) COMP
 NM0991  MODELED GRAVITY -    980,307.2   (mgal)                       NAVD 88
 NM0991
 NM0991  VERT ORDER      -  SECOND    CLASS 0
 NM0991
 NM0991.The horizontal coordinates were scaled from a map and have
 NM0991.an estimated accuracy of +/- 6 seconds.
 NM0991
 NM0991.The orthometric height was determined by differential leveling and
 NM0991.adjusted by the NATIONAL GEODETIC SURVEY
 NM0991.in June 1991.
 NM0991
 NM0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0991.GEOID18 height accuracy estimate available here.
 NM0991
 NM0991.Click photographs - Photos may exist for this station.
 NM0991
 NM0991.The dynamic height is computed by dividing the NAVD 88
 NM0991.geopotential number by the normal gravity value computed on the
 NM0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0991.degrees latitude (g = 980.6199 gals.).
 NM0991
 NM0991.The modeled gravity was interpolated from observed gravity values.
 NM0991
 NM0991;                    North         East    Units  Estimated Accuracy
 NM0991;SPC SD S     -    67,870.      831,640.      MT  (+/- 180 meters Scaled)
 NM0991
 NM0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN227517(NAD 83)
 NM0991
 NM0991                          SUPERSEDED SURVEY CONTROL
 NM0991
 NM0991  NGVD 29 (??/??/92)  449.044  (m)         1473.24   (f) ADJ UNCH    2 0
 NM0991
 NM0991.Superseded values are not recommended for survey control.
 NM0991
 NM0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0991.See file dsdata.pdf to determine how the superseded data were derived.
 NM0991
 NM0991_MARKER: DB = BENCH MARK DISK
 NM0991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0991_SP_SET: CULVERT HEADWALL
 NM0991_STAMPING: R 319 1946
 NM0991_MARK LOGO: CGS
 NM0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0991+STABILITY: SURFACE MOTION
 NM0991
 NM0991  HISTORY     - Date     Condition        Report By
 NM0991  HISTORY     - 1946     MONUMENTED       CGS
 NM0991  HISTORY     - 1979     MARK NOT FOUND   NGS
 NM0991
 NM0991                          STATION DESCRIPTION
 NM0991
 NM0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM0991'6.4 MI W FROM YANKTON.
 NM0991'6.4 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO. 50 FROM
 NM0991'THE POST OFFICE AT YANKTON, AND AT THE INTERSECTION WITH A GRAVEL
 NM0991'ROAD LEADING NORTH, 58 FEET EAST OF THE SOUTHEAST CORNER OF A
 NM0991'SCHOOL HOUSE, 35 FEET NORTH OF AND ABOUT 1 FOOT LOWER THAN THE
 NM0991'CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF
 NM0991'THE GRAVEL ROAD.  A BRONZE DISC IN THE NORTH END OF THE WEST
 NM0991'HEADWALL OF A CONCRETE CULVERT.
 NM0991
 NM0991                          STATION RECOVERY (1979)
 NM0991
 NM0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NM0991'ROAD HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0342 ***********************************************************************
 QT0342  DESIGNATION -  R 32
 QT0342  PID         -  QT0342
 QT0342  STATE/COUNTY-  SD/HARDING
 QT0342  COUNTRY     -  US
 QT0342  USGS QUAD   -  CAMP CROOK (2017)
 QT0342
 QT0342                         *CURRENT SURVEY CONTROL
 QT0342  ______________________________________________________________________
 QT0342* NAD 83(1986) POSITION- 45 32 50.8    (N) 103 58 38.8    (W)   HD_HELD2
 QT0342* NAVD 88 ORTHO HEIGHT -   953.820 (meters)     3129.32  (feet) ADJUSTED
 QT0342  ______________________________________________________________________
 QT0342  GEOID HEIGHT    -        -16.075 (meters)                     GEOID18
 QT0342  DYNAMIC HEIGHT  -        953.625 (meters)     3128.68  (feet) COMP
 QT0342  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 QT0342
 QT0342  VERT ORDER      -  FIRST     CLASS II
 QT0342
 QT0342.The horizontal coordinates were established by autonomous hand held GPS
 QT0342.observations and have an estimated accuracy of +/- 10 meters.
 QT0342
 QT0342.The orthometric height was determined by differential leveling and
 QT0342.adjusted by the NATIONAL GEODETIC SURVEY
 QT0342.in April 2000.
 QT0342
 QT0342.No vertical observational check was made to the station.
 QT0342
 QT0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0342.GEOID18 height accuracy estimate available here.
 QT0342
 QT0342.Click photographs - Photos may exist for this station.
 QT0342
 QT0342.The dynamic height is computed by dividing the NAVD 88
 QT0342.geopotential number by the normal gravity value computed on the
 QT0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0342.degrees latitude (g = 980.6199 gals.).
 QT0342
 QT0342.The modeled gravity was interpolated from observed gravity values.
 QT0342
 QT0342;                    North         East    Units  Estimated Accuracy
 QT0342;SPC SD N     -   198,110.      289,524.      MT  (+/- 10 meters HH2 GPS)
 QT0342
 QT0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL7982144275(NAD 83)
 QT0342
 QT0342                          SUPERSEDED SURVEY CONTROL
 QT0342
 QT0342  NAVD 88 (06/15/91)  953.794  (m)         3129.24   (f) SUPERSEDED  1 2
 QT0342  NGVD 29 (??/??/92)  953.245  (m)         3127.44   (f) ADJ UNCH    1 2
 QT0342
 QT0342.Superseded values are not recommended for survey control.
 QT0342
 QT0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0342.See file dsdata.pdf to determine how the superseded data were derived.
 QT0342
 QT0342_MARKER: DB = BENCH MARK DISK
 QT0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0342_STAMPING: R 32 1934
 QT0342_MARK LOGO: CGS
 QT0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0342+STABILITY: SURFACE MOTION
 QT0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0342+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 QT0342
 QT0342  HISTORY     - Date     Condition        Report By
 QT0342  HISTORY     - 1934     MONUMENTED       CGS
 QT0342  HISTORY     - 1953     GOOD             CGS
 QT0342  HISTORY     - 19981030 GOOD             NGS
 QT0342  HISTORY     - 20100520 GOOD             GEOCAC
 QT0342
 QT0342                          STATION DESCRIPTION
 QT0342
 QT0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0342'IN CAMP CROOK.
 QT0342'IN SE CORNER OF PUBLIC SCHOOL LOT, 66 YARDS SE OF SE CORNER OF
 QT0342'SCHOOL HOUSE, 4 FT FROM EITHER FENCE, ABOUT 2 BLOCKS WEST OF
 QT0342'U.S. FORESTRY BUILDINGS.
 QT0342
 QT0342                          STATION RECOVERY (1953)
 QT0342
 QT0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QT0342'RECOVERED IN GOOD CONDITION.
 QT0342
 QT0342                          STATION RECOVERY (1998)
 QT0342
 QT0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0342'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0342'IN CAMP CROOK, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG STATE HIGHWAY
 QT0342'20, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED AND THEN A
 QT0342'TRACK ROAD, 80.0 M (262.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 QT0342'45.0 M (147.6 FT) NORTHWEST OF THE CENTER OF A GATE, 25.0 M (82.0 FT)
 QT0342'NORTH OF A FENCE, 8.0 M (26.2 FT) EAST OF THE EXTENDED CENTER OF THE
 QT0342'ROAD, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE
 QT0342'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0342'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE TOWN
 QT0342'OF CAMP CROOK, CAMP CROOK, SD 57724.
 QT0342
 QT0342                          STATION RECOVERY (2010)
 QT0342
 QT0342'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 QT0342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0133 ***********************************************************************
 OS0133  DESIGNATION -  R 320
 OS0133  PID         -  OS0133
 OS0133  STATE/COUNTY-  SD/TODD
 OS0133  COUNTRY     -  US
 OS0133  USGS QUAD   -  LITTLEBURG (2017)
 OS0133
 OS0133                         *CURRENT SURVEY CONTROL
 OS0133  ______________________________________________________________________
 OS0133* NAD 83(1986) POSITION- 43 05 21.     (N) 100 24 47.     (W)   SCALED
 OS0133* NAVD 88 ORTHO HEIGHT -   785.450 (meters)     2576.93  (feet) ADJUSTED
 OS0133  ______________________________________________________________________
 OS0133  GEOID HEIGHT    -        -23.000 (meters)                     GEOID18
 OS0133  DYNAMIC HEIGHT  -        785.141 (meters)     2575.92  (feet) COMP
 OS0133  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 OS0133
 OS0133  VERT ORDER      -  SECOND    CLASS 0
 OS0133
 OS0133.The horizontal coordinates were scaled from a map and have
 OS0133.an estimated accuracy of +/- 6 seconds.
 OS0133
 OS0133.The orthometric height was determined by differential leveling and
 OS0133.adjusted by the NATIONAL GEODETIC SURVEY
 OS0133.in June 1991.
 OS0133
 OS0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0133.GEOID18 height accuracy estimate available here.
 OS0133
 OS0133.Click photographs - Photos may exist for this station.
 OS0133
 OS0133.The dynamic height is computed by dividing the NAVD 88
 OS0133.geopotential number by the normal gravity value computed on the
 OS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0133.degrees latitude (g = 980.6199 gals.).
 OS0133
 OS0133.The modeled gravity was interpolated from observed gravity values.
 OS0133
 OS0133;                    North         East    Units  Estimated Accuracy
 OS0133;SPC SD S     -    83,970.      593,510.      MT  (+/- 180 meters Scaled)
 OS0133
 OS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN849716(NAD 83)
 OS0133
 OS0133                          SUPERSEDED SURVEY CONTROL
 OS0133
 OS0133  NGVD 29 (??/??/92)  785.123  (m)         2575.86   (f) ADJ UNCH    2 0
 OS0133
 OS0133.Superseded values are not recommended for survey control.
 OS0133
 OS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0133.See file dsdata.pdf to determine how the superseded data were derived.
 OS0133
 OS0133_MARKER: DB = BENCH MARK DISK
 OS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0133_STAMPING: R 320 1946
 OS0133_MARK LOGO: CGS
 OS0133_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0133+STABILITY: SURFACE MOTION
 OS0133
 OS0133  HISTORY     - Date     Condition        Report By
 OS0133  HISTORY     - 1946     MONUMENTED       CGS
 OS0133
 OS0133                          STATION DESCRIPTION
 OS0133
 OS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0133'15.5 MI SW FROM KEYAPAHA.
 OS0133'ABOUT 14.5 MILES WEST ALONG A DIRT ROAD FROM THE U.S. POST OFFICE
 OS0133'AT KEYAPAHA, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AND AT
 OS0133'THE INTERSECTION WITH AN EAST-WEST DIRT ROAD, 42 FEET SOUTH OF THE
 OS0133'CENTER LINE OF THE EAST-WEST ROAD, 36 FEET WEST OF AND ABOUT 2
 OS0133'FEET HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 27
 OS0133'FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A
 OS0133'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED R 320 1946 AND
 OS0133'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 OS0133'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0079 ***********************************************************************
 OS0079  DESIGNATION -  R 321
 OS0079  PID         -  OS0079
 OS0079  STATE/COUNTY-  SD/TRIPP
 OS0079  COUNTRY     -  US
 OS0079  USGS QUAD   -  WITTEN SW (2017)
 OS0079
 OS0079                         *CURRENT SURVEY CONTROL
 OS0079  ______________________________________________________________________
 OS0079* NAD 83(1986) POSITION- 43 20 34.     (N) 100 12 20.     (W)   SCALED
 OS0079* NAVD 88 ORTHO HEIGHT -   684.441 (meters)     2245.54  (feet) ADJUSTED
 OS0079  ______________________________________________________________________
 OS0079  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 OS0079  DYNAMIC HEIGHT  -        684.188 (meters)     2244.71  (feet) COMP
 OS0079  MODELED GRAVITY -    980,228.0   (mgal)                       NAVD 88
 OS0079
 OS0079  VERT ORDER      -  SECOND    CLASS 0
 OS0079
 OS0079.The horizontal coordinates were scaled from a map and have
 OS0079.an estimated accuracy of +/- 6 seconds.
 OS0079
 OS0079.The orthometric height was determined by differential leveling and
 OS0079.adjusted by the NATIONAL GEODETIC SURVEY
 OS0079.in June 1991.
 OS0079
 OS0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0079.GEOID18 height accuracy estimate available here.
 OS0079
 OS0079.Click photographs - Photos may exist for this station.
 OS0079
 OS0079.The dynamic height is computed by dividing the NAVD 88
 OS0079.geopotential number by the normal gravity value computed on the
 OS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0079.degrees latitude (g = 980.6199 gals.).
 OS0079
 OS0079.The modeled gravity was interpolated from observed gravity values.
 OS0079
 OS0079;                    North         East    Units  Estimated Accuracy
 OS0079;SPC SD S     -   112,150.      610,360.      MT  (+/- 180 meters Scaled)
 OS0079
 OS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN022995(NAD 83)
 OS0079
 OS0079                          SUPERSEDED SURVEY CONTROL
 OS0079
 OS0079  NGVD 29 (??/??/92)  684.072  (m)         2244.33   (f) ADJ UNCH    2 0
 OS0079
 OS0079.Superseded values are not recommended for survey control.
 OS0079
 OS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0079.See file dsdata.pdf to determine how the superseded data were derived.
 OS0079
 OS0079_MARKER: DB = BENCH MARK DISK
 OS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0079_STAMPING: R 321 1946
 OS0079_MARK LOGO: CGS
 OS0079_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0079+STABILITY: SURFACE MOTION
 OS0079
 OS0079  HISTORY     - Date     Condition        Report By
 OS0079  HISTORY     - 1946     MONUMENTED       CGS
 OS0079
 OS0079                          STATION DESCRIPTION
 OS0079
 OS0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0079'3 MI S FROM CARTER.
 OS0079'ABOUT 3.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0079'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18 AT
 OS0079'CARTER, AND AT THE JUNCTION WITH A DIRT ROAD LEADING EAST, 37
 OS0079'FEET EAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE
 OS0079'NORTH-SOUTH ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE
 OS0079'EAST-WEST ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 OS0079'NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED R
 OS0079'321 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OS0079'5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0108 ***********************************************************************
 OS0108  DESIGNATION -  R 322
 OS0108  PID         -  OS0108
 OS0108  STATE/COUNTY-  SD/TRIPP
 OS0108  COUNTRY     -  US
 OS0108  USGS QUAD   -  KEYAPAHA (2017)
 OS0108
 OS0108                         *CURRENT SURVEY CONTROL
 OS0108  ______________________________________________________________________
 OS0108* NAD 83(1986) POSITION- 43 00 35.     (N) 100 09 59.     (W)   SCALED
 OS0108* NAVD 88 ORTHO HEIGHT -   759.086 (meters)     2490.43  (feet) ADJUSTED
 OS0108  ______________________________________________________________________
 OS0108  GEOID HEIGHT    -        -23.277 (meters)                     GEOID18
 OS0108  DYNAMIC HEIGHT  -        758.785 (meters)     2489.45  (feet) COMP
 OS0108  MODELED GRAVITY -    980,199.8   (mgal)                       NAVD 88
 OS0108
 OS0108  VERT ORDER      -  SECOND    CLASS 0
 OS0108
 OS0108.The horizontal coordinates were scaled from a map and have
 OS0108.an estimated accuracy of +/- 6 seconds.
 OS0108
 OS0108.The orthometric height was determined by differential leveling and
 OS0108.adjusted by the NATIONAL GEODETIC SURVEY
 OS0108.in June 1991.
 OS0108
 OS0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0108.GEOID18 height accuracy estimate available here.
 OS0108
 OS0108.Click photographs - Photos may exist for this station.
 OS0108
 OS0108.The dynamic height is computed by dividing the NAVD 88
 OS0108.geopotential number by the normal gravity value computed on the
 OS0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0108.degrees latitude (g = 980.6199 gals.).
 OS0108
 OS0108.The modeled gravity was interpolated from observed gravity values.
 OS0108
 OS0108;                    North         East    Units  Estimated Accuracy
 OS0108;SPC SD S     -    75,160.      613,610.      MT  (+/- 180 meters Scaled)
 OS0108
 OS0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN049625(NAD 83)
 OS0108
 OS0108                          SUPERSEDED SURVEY CONTROL
 OS0108
 OS0108  NGVD 29 (??/??/92)  758.757  (m)         2489.36   (f) ADJ UNCH    2 0
 OS0108
 OS0108.Superseded values are not recommended for survey control.
 OS0108
 OS0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0108.See file dsdata.pdf to determine how the superseded data were derived.
 OS0108
 OS0108_MARKER: DB = BENCH MARK DISK
 OS0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0108_STAMPING: R 322 1946
 OS0108_MARK LOGO: CGS
 OS0108_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0108+STABILITY: SURFACE MOTION
 OS0108
 OS0108  HISTORY     - Date     Condition        Report By
 OS0108  HISTORY     - 1946     MONUMENTED       CGS
 OS0108
 OS0108                          STATION DESCRIPTION
 OS0108
 OS0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0108'10.5 MI SW FROM KEYAPAHA.
 OS0108'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE
 OS0108'AT KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, THENCE
 OS0108'1.0 MILE WEST ALONG A DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG A
 OS0108'DIRT ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, 32 FEET SOUTH
 OS0108'OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 5
 OS0108'FEET WEST OF A NORTH-SOUTH FENCE, 1 FOOT NORTH OF THE
 OS0108'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 OS0108'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED R 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0760 ***********************************************************************
 OR0760  DESIGNATION -  R 323
 OR0760  PID         -  OR0760
 OR0760  STATE/COUNTY-  SD/TRIPP
 OR0760  COUNTRY     -  US
 OR0760  USGS QUAD   -  WEWELA (2017)
 OR0760
 OR0760                         *CURRENT SURVEY CONTROL
 OR0760  ______________________________________________________________________
 OR0760* NAD 83(1986) POSITION- 43 00 50.     (N) 099 47 25.     (W)   SCALED
 OR0760* NAVD 88 ORTHO HEIGHT -   651.030 (meters)     2135.92  (feet) ADJUSTED
 OR0760  ______________________________________________________________________
 OR0760  GEOID HEIGHT    -        -24.219 (meters)                     GEOID18
 OR0760  DYNAMIC HEIGHT  -        650.782 (meters)     2135.11  (feet) COMP
 OR0760  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 OR0760
 OR0760  VERT ORDER      -  SECOND    CLASS 0
 OR0760
 OR0760.The horizontal coordinates were scaled from a map and have
 OR0760.an estimated accuracy of +/- 6 seconds.
 OR0760
 OR0760.The orthometric height was determined by differential leveling and
 OR0760.adjusted by the NATIONAL GEODETIC SURVEY
 OR0760.in June 1991.
 OR0760
 OR0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0760.GEOID18 height accuracy estimate available here.
 OR0760
 OR0760.Click photographs - Photos may exist for this station.
 OR0760
 OR0760.The dynamic height is computed by dividing the NAVD 88
 OR0760.geopotential number by the normal gravity value computed on the
 OR0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0760.degrees latitude (g = 980.6199 gals.).
 OR0760
 OR0760.The modeled gravity was interpolated from observed gravity values.
 OR0760
 OR0760;                    North         East    Units  Estimated Accuracy
 OR0760;SPC SD S     -    75,750.      644,270.      MT  (+/- 180 meters Scaled)
 OR0760
 OR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN356626(NAD 83)
 OR0760
 OR0760                          SUPERSEDED SURVEY CONTROL
 OR0760
 OR0760  NGVD 29 (??/??/92)  650.720  (m)         2134.90   (f) ADJ UNCH    2 0
 OR0760
 OR0760.Superseded values are not recommended for survey control.
 OR0760
 OR0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0760.See file dsdata.pdf to determine how the superseded data were derived.
 OR0760
 OR0760_MARKER: DB = BENCH MARK DISK
 OR0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0760_STAMPING: R 323 1946
 OR0760_MARK LOGO: CGS
 OR0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0760+STABILITY: SURFACE MOTION
 OR0760
 OR0760  HISTORY     - Date     Condition        Report By
 OR0760  HISTORY     - 1946     MONUMENTED       CGS
 OR0760  HISTORY     - 19870708 SEE DESCRIPTION  NGS
 OR0760
 OR0760                          STATION DESCRIPTION
 OR0760
 OR0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0760'0.3 MI W FROM WEWELA.
 OR0760'ABOUT 0.3 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OR0760'WEWELA, AND AT THE JUNCTION WITH A NORTH-SOUTH ROAD, 48 FEET
 OR0760'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 40 FEET EAST OF
 OR0760'AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE NORTH-SOUTH
 OR0760'ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A
 OR0760'4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
 OR0760
 OR0760                          STATION RECOVERY (1987)
 OR0760
 OR0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0760'NO MARK FOUND AT THIS LOCATION CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0046 ***********************************************************************
 NM0046  DESIGNATION -  R 324
 NM0046  PID         -  NM0046
 NM0046  STATE/COUNTY-  SD/UNION
 NM0046  COUNTRY     -  US
 NM0046  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0046
 NM0046                         *CURRENT SURVEY CONTROL
 NM0046  ______________________________________________________________________
 NM0046* NAD 83(1986) POSITION- 42 31 25.     (N) 096 29 50.     (W)   SCALED
 NM0046* NAVD 88 ORTHO HEIGHT -   337.851 (meters)     1108.43  (feet) ADJUSTED
 NM0046  ______________________________________________________________________
 NM0046  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 NM0046  DYNAMIC HEIGHT  -        337.744 (meters)     1108.08  (feet) COMP
 NM0046  MODELED GRAVITY -    980,296.2   (mgal)                       NAVD 88
 NM0046
 NM0046  VERT ORDER      -  FIRST     CLASS II
 NM0046
 NM0046.The horizontal coordinates were scaled from a map and have
 NM0046.an estimated accuracy of +/- 6 seconds.
 NM0046
 NM0046.The orthometric height was determined by differential leveling and
 NM0046.adjusted by the NATIONAL GEODETIC SURVEY
 NM0046.in June 1991.
 NM0046
 NM0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0046.GEOID18 height accuracy estimate available here.
 NM0046
 NM0046.Click photographs - Photos may exist for this station.
 NM0046
 NM0046.The dynamic height is computed by dividing the NAVD 88
 NM0046.geopotential number by the normal gravity value computed on the
 NM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0046.degrees latitude (g = 980.6199 gals.).
 NM0046
 NM0046.The modeled gravity was interpolated from observed gravity values.
 NM0046
 NM0046;                    North         East    Units  Estimated Accuracy
 NM0046;SPC SD S     -    28,420.      915,120.      MT  (+/- 180 meters Scaled)
 NM0046
 NM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN055109(NAD 83)
 NM0046
 NM0046                          SUPERSEDED SURVEY CONTROL
 NM0046
 NM0046  NGVD 29 (??/??/92)  337.722  (m)         1108.01   (f) ADJ UNCH    1 2
 NM0046
 NM0046.Superseded values are not recommended for survey control.
 NM0046
 NM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0046.See file dsdata.pdf to determine how the superseded data were derived.
 NM0046
 NM0046_MARKER: DB = BENCH MARK DISK
 NM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0046_STAMPING: R 324 1948
 NM0046_MARK LOGO: CGS
 NM0046_PROJECTION: FLUSH
 NM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0046+STABILITY: SURFACE MOTION
 NM0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0046+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 NM0046
 NM0046  HISTORY     - Date     Condition        Report By
 NM0046  HISTORY     - 1948     MONUMENTED       CGS
 NM0046  HISTORY     - 19900424 GOOD             NGS
 NM0046  HISTORY     - 20101012 MARK NOT FOUND   GEOCAC
 NM0046  HISTORY     - 20120404 MARK NOT FOUND   INDIV
 NM0046
 NM0046                          STATION DESCRIPTION
 NM0046
 NM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0046'1.5 MI W FROM RIVERSIDE.
 NM0046'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0046'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, ABOUT
 NM0046'300.0 FEET SOUTH OF A T ROAD LEADING EAST, AT A PRIVATE DRIVE
 NM0046'ENTRANCE, 32.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0046'ROAD, 11.0 FEET NORTH OF THE CENTER LINE OF THE PRIVATE DRIVE,
 NM0046'0.8 FOOT EAST OF THE NORTH GATE POST OF A WIRE GATE, SET IN THE
 NM0046'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NM0046
 NM0046                          STATION RECOVERY (1990)
 NM0046
 NM0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0046'0.1 KM (0.1 MI) SOUTHERLY ALONG DERBY LANE FROM ITS JUNCTION WITH
 NM0046'RIVER DRIVE IN NORTH SIOUX CITY, 22.4 M (73.5 FT) NORTHEAST OF THE
 NM0046'NORTHEAST CORNER OF A HOUSE, 9.5 M (31.2 FT) WEST OF AND LEVEL WITH
 NM0046'THE CENTER OF DERBY LANE, 3.2 M (10.5 FT) NORTH OF THE MOST NORTHERLY
 NM0046'1 OF 2 DRIVEWAYS, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE
 NM0046'CONCRETE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM0046
 NM0046                          STATION RECOVERY (2010)
 NM0046
 NM0046'RECOVERY NOTE BY GEOCACHING 2010 (RCF)
 NM0046'THE WITNESS POST HAS BEEN REMOVED. THE NORTHERLY DRIVE APPEARS TO HAVE
 NM0046'BEEN EXTENDED TO THE NORTH, COVERING THE LOCATION DESCRIBED IN 1990.
 NM0046
 NM0046                          STATION RECOVERY (2012)
 NM0046
 NM0046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0801 ***********************************************************************
 NM0801  DESIGNATION -  R 325
 NM0801  PID         -  NM0801
 NM0801  STATE/COUNTY-  SD/UNION
 NM0801  COUNTRY     -  US
 NM0801  USGS QUAD   -  JEFFERSON (2017)
 NM0801
 NM0801                         *CURRENT SURVEY CONTROL
 NM0801  ______________________________________________________________________
 NM0801* NAD 83(1986) POSITION- 42 32 49.     (N) 096 33 55.     (W)   SCALED
 NM0801* NAVD 88 ORTHO HEIGHT -   339.811 (meters)     1114.86  (feet) ADJUSTED
 NM0801  ______________________________________________________________________
 NM0801  GEOID HEIGHT    -        -25.849 (meters)                     GEOID18
 NM0801  DYNAMIC HEIGHT  -        339.704 (meters)     1114.51  (feet) COMP
 NM0801  MODELED GRAVITY -    980,296.7   (mgal)                       NAVD 88
 NM0801
 NM0801  VERT ORDER      -  SECOND    CLASS 0
 NM0801
 NM0801.The horizontal coordinates were scaled from a map and have
 NM0801.an estimated accuracy of +/- 6 seconds.
 NM0801
 NM0801.The orthometric height was determined by differential leveling and
 NM0801.adjusted by the NATIONAL GEODETIC SURVEY
 NM0801.in June 1991.
 NM0801
 NM0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0801.GEOID18 height accuracy estimate available here.
 NM0801
 NM0801.Click photographs - Photos may exist for this station.
 NM0801
 NM0801.The dynamic height is computed by dividing the NAVD 88
 NM0801.geopotential number by the normal gravity value computed on the
 NM0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0801.degrees latitude (g = 980.6199 gals.).
 NM0801
 NM0801.The modeled gravity was interpolated from observed gravity values.
 NM0801
 NM0801;                    North         East    Units  Estimated Accuracy
 NM0801;SPC SD S     -    30,750.      909,420.      MT  (+/- 180 meters Scaled)
 NM0801
 NM0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN999133(NAD 83)
 NM0801
 NM0801                          SUPERSEDED SURVEY CONTROL
 NM0801
 NM0801  NGVD 29 (??/??/92)  339.639  (m)         1114.30   (f) ADJ UNCH    2 0
 NM0801
 NM0801.Superseded values are not recommended for survey control.
 NM0801
 NM0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0801.See file dsdata.pdf to determine how the superseded data were derived.
 NM0801
 NM0801_MARKER: DB = BENCH MARK DISK
 NM0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0801_STAMPING: R 325 1948
 NM0801_MARK LOGO: CGS
 NM0801_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0801+STABILITY: SURFACE MOTION
 NM0801
 NM0801  HISTORY     - Date     Condition        Report By
 NM0801  HISTORY     - 1948     MONUMENTED       CGS
 NM0801
 NM0801                          STATION DESCRIPTION
 NM0801
 NM0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0801'6.4 MI NW FROM RIVERSIDE.
 NM0801'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0801'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.2
 NM0801'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 NM0801'ALONG A GRAVEL ROAD, THENCE 1.1 MILES WEST ALONG A PAVED ROAD,
 NM0801'THENCE 1.9 MILES WEST ALONG A GRAVEL ROAD, IN THE NORTHWEST
 NM0801'QUARTER OF A ROAD CROSSING, IN THE SOUTHWEST CORNER OF A SCHOOL
 NM0801'YARD, 133.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 NM0801'39.0 FEET NORTH OF THE CENTER LINE OF A EAST-WEST ROAD, 37.5 FEET
 NM0801'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, SET IN THE TOP
 NM0801'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0220 ***********************************************************************
 OQ0220  DESIGNATION -  R 326
 OQ0220  PID         -  OQ0220
 OQ0220  STATE/COUNTY-  SD/LINCOLN
 OQ0220  COUNTRY     -  US
 OQ0220  USGS QUAD   -  CANTON (2017)
 OQ0220
 OQ0220                         *CURRENT SURVEY CONTROL
 OQ0220  ______________________________________________________________________
 OQ0220* NAD 83(1986) POSITION- 43 20 39.     (N) 096 32 58.     (W)   SCALED
 OQ0220* NAVD 88 ORTHO HEIGHT -   390.211 (meters)     1280.22  (feet) ADJUSTED
 OQ0220  ______________________________________________________________________
 OQ0220  GEOID HEIGHT    -        -26.465 (meters)                     GEOID18
 OQ0220  DYNAMIC HEIGHT  -        390.106 (meters)     1279.87  (feet) COMP
 OQ0220  MODELED GRAVITY -    980,339.6   (mgal)                       NAVD 88
 OQ0220
 OQ0220  VERT ORDER      -  SECOND    CLASS 0
 OQ0220
 OQ0220.The horizontal coordinates were scaled from a map and have
 OQ0220.an estimated accuracy of +/- 6 seconds.
 OQ0220
 OQ0220.The orthometric height was determined by differential leveling and
 OQ0220.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0220.in June 1991.
 OQ0220
 OQ0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0220.GEOID18 height accuracy estimate available here.
 OQ0220
 OQ0220.Click photographs - Photos may exist for this station.
 OQ0220
 OQ0220.The dynamic height is computed by dividing the NAVD 88
 OQ0220.geopotential number by the normal gravity value computed on the
 OQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0220.degrees latitude (g = 980.6199 gals.).
 OQ0220
 OQ0220.The modeled gravity was interpolated from observed gravity values.
 OQ0220
 OQ0220;                    North         East    Units  Estimated Accuracy
 OQ0220;SPC SD S     -   119,280.      906,680.      MT  (+/- 180 meters Scaled)
 OQ0220
 OQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP986019(NAD 83)
 OQ0220
 OQ0220                          SUPERSEDED SURVEY CONTROL
 OQ0220
 OQ0220  NGVD 29 (??/??/92)  389.969  (m)         1279.42   (f) ADJ UNCH    2 0
 OQ0220
 OQ0220.Superseded values are not recommended for survey control.
 OQ0220
 OQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0220.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0220
 OQ0220_MARKER: DB = BENCH MARK DISK
 OQ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0220_STAMPING: R 326 1949
 OQ0220_MARK LOGO: CGS
 OQ0220_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0220+STABILITY: SURFACE MOTION
 OQ0220
 OQ0220  HISTORY     - Date     Condition        Report By
 OQ0220  HISTORY     - 1949     MONUMENTED       CGS
 OQ0220  HISTORY     - 1977     GOOD             NGS
 OQ0220
 OQ0220                          STATION DESCRIPTION
 OQ0220
 OQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0220'4.1 MI NE FROM CANTON.
 OQ0220'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT
 OQ0220'CANTON, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, 47.0 FEET
 OQ0220'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 30.0 FEET WEST
 OQ0220'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 11.0 FEET SOUTHEAST OF
 OQ0220'THE CENTER OF A WIRE GATE, 1.2 FEET WEST OF THE FENCE, 1.4 FEET
 OQ0220'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 OQ0220'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OQ0220
 OQ0220                          STATION RECOVERY (1977)
 OQ0220
 OQ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OQ0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0253 ***********************************************************************
 OQ0253  DESIGNATION -  R 327
 OQ0253  PID         -  OQ0253
 OQ0253  STATE/COUNTY-  SD/LINCOLN
 OQ0253  COUNTRY     -  US
 OQ0253  USGS QUAD   -  HARRISBURG (2017)
 OQ0253
 OQ0253                         *CURRENT SURVEY CONTROL
 OQ0253  ______________________________________________________________________
 OQ0253* NAD 83(1986) POSITION- 43 25 00.     (N) 096 38 53.     (W)   SCALED
 OQ0253* NAVD 88 ORTHO HEIGHT -   421.233 (meters)     1382.00  (feet) ADJUSTED
 OQ0253  ______________________________________________________________________
 OQ0253  GEOID HEIGHT    -        -26.445 (meters)                     GEOID18
 OQ0253  DYNAMIC HEIGHT  -        421.120 (meters)     1381.62  (feet) COMP
 OQ0253  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 OQ0253
 OQ0253  VERT ORDER      -  SECOND    CLASS 0
 OQ0253
 OQ0253.The horizontal coordinates were scaled from a map and have
 OQ0253.an estimated accuracy of +/- 6 seconds.
 OQ0253
 OQ0253.The orthometric height was determined by differential leveling and
 OQ0253.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0253.in June 1991.
 OQ0253
 OQ0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0253.GEOID18 height accuracy estimate available here.
 OQ0253
 OQ0253.Click photographs - Photos may exist for this station.
 OQ0253
 OQ0253.The dynamic height is computed by dividing the NAVD 88
 OQ0253.geopotential number by the normal gravity value computed on the
 OQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0253.degrees latitude (g = 980.6199 gals.).
 OQ0253
 OQ0253.The modeled gravity was interpolated from observed gravity values.
 OQ0253
 OQ0253;                    North         East    Units  Estimated Accuracy
 OQ0253;SPC SD S     -   126,970.      898,340.      MT  (+/- 180 meters Scaled)
 OQ0253
 OQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP904097(NAD 83)
 OQ0253
 OQ0253                          SUPERSEDED SURVEY CONTROL
 OQ0253
 OQ0253  NGVD 29 (??/??/92)  420.97   (m)         1381.1    (f) COMPUTED    2 0
 OQ0253
 OQ0253.Superseded values are not recommended for survey control.
 OQ0253
 OQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0253.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0253
 OQ0253_MARKER: DB = BENCH MARK DISK
 OQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0253_STAMPING: R 237 1949
 OQ0253_MARK LOGO: CGS
 OQ0253_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0253+STABILITY: SURFACE MOTION
 OQ0253
 OQ0253  HISTORY     - Date     Condition        Report By
 OQ0253  HISTORY     - 1949     MONUMENTED       CGS
 OQ0253  HISTORY     - 1961     MARK NOT FOUND   USGS
 OQ0253
 OQ0253                          STATION DESCRIPTION
 OQ0253
 OQ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0253'3.5 MI SE FROM HARRISBURG.
 OQ0253'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0253'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 OQ0253'THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, 38.0 FEET SOUTH
 OQ0253'OF THE CENTER LINE OF THE EAST-WEST ROAD, 35.0 FEET EAST OF THE
 OQ0253'CENTER LINE OF THE NORTH-SOUTH ROAD, 4.5 FEET SOUTH OF A FENCE
 OQ0253'CORNER POST, 3.5 FEET SOUTH OF A POWER LINE POLE, 1.0 FOOT EAST
 OQ0253'OF THE FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE
 OQ0253'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OQ0253
 OQ0253                          STATION RECOVERY (1961)
 OQ0253
 OQ0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OQ0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0250 ***********************************************************************
 PR0250  DESIGNATION -  R 329
 PR0250  PID         -  PR0250
 PR0250  STATE/COUNTY-  SD/MOODY
 PR0250  COUNTRY     -  US
 PR0250  USGS QUAD   -  FLANDREAU NW (2017)
 PR0250
 PR0250                         *CURRENT SURVEY CONTROL
 PR0250  ______________________________________________________________________
 PR0250* NAD 83(1986) POSITION- 44 09 15.     (N) 096 38 55.     (W)   SCALED
 PR0250* NAVD 88 ORTHO HEIGHT -   497.076 (meters)     1630.82  (feet) ADJUSTED
 PR0250  ______________________________________________________________________
 PR0250  GEOID HEIGHT    -        -25.846 (meters)                     GEOID18
 PR0250  DYNAMIC HEIGHT  -        496.967 (meters)     1630.47  (feet) COMP
 PR0250  MODELED GRAVITY -    980,382.7   (mgal)                       NAVD 88
 PR0250
 PR0250  VERT ORDER      -  SECOND    CLASS 0
 PR0250
 PR0250.The horizontal coordinates were scaled from a map and have
 PR0250.an estimated accuracy of +/- 6 seconds.
 PR0250
 PR0250.The orthometric height was determined by differential leveling and
 PR0250.adjusted by the NATIONAL GEODETIC SURVEY
 PR0250.in June 1991.
 PR0250
 PR0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0250.GEOID18 height accuracy estimate available here.
 PR0250
 PR0250.Click photographs - Photos may exist for this station.
 PR0250
 PR0250.The dynamic height is computed by dividing the NAVD 88
 PR0250.geopotential number by the normal gravity value computed on the
 PR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0250.degrees latitude (g = 980.6199 gals.).
 PR0250
 PR0250.The modeled gravity was interpolated from observed gravity values.
 PR0250
 PR0250;                    North         East    Units  Estimated Accuracy
 PR0250;SPC SD S     -   208,820.      894,660.      MT  (+/- 180 meters Scaled)
 PR0250
 PR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP880916(NAD 83)
 PR0250
 PR0250                          SUPERSEDED SURVEY CONTROL
 PR0250
 PR0250  NGVD 29 (??/??/92)  496.81   (m)         1630.0    (f) COMPUTED    2 0
 PR0250
 PR0250.Superseded values are not recommended for survey control.
 PR0250
 PR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0250.See file dsdata.pdf to determine how the superseded data were derived.
 PR0250
 PR0250_MARKER: DB = BENCH MARK DISK
 PR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0250_STAMPING: R 329 1949
 PR0250_MARK LOGO: CGS
 PR0250_PROJECTION: FLUSH
 PR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0250+STABILITY: SURFACE MOTION
 PR0250
 PR0250  HISTORY     - Date     Condition        Report By
 PR0250  HISTORY     - 1949     MONUMENTED       CGS
 PR0250
 PR0250                          STATION DESCRIPTION
 PR0250
 PR0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0250'10.9 MI NW FROM FLANDREAU.
 PR0250'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0250'FLANDREAU, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 PR0250'0.1 MILE NORTH ALONG A GRAVELED ROAD, 95.0 FEET WEST OF THE
 PR0250'CENTER LINE OF THE ROAD, 41.5 FEET SOUTH OF THE SOUTHEAST
 PR0250'CORNER OF THE HARLEY KOCH FARMHOUSE, 16.0 FEET EAST OF THE EAST
 PR0250'EDGE OF A CONCRETE SIDEWALK LEADING NORTH TO THE FARMHOUSE,
 PR0250'11.1 FEET EAST OF THE MOST WESTERLY TREE IN A ROW OF FOUR
 PR0250'ELM TREES ALONG THE SOUTH SIDE OF THE YARD AND IN LINE WITH THE
 PR0250'ROW OF TREES, 1.6 FEET NORTH OF A YARD FENCE, AND SET IN THE
 PR0250'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 PR0250'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0442 ***********************************************************************
 PR0442  DESIGNATION -  R 330
 PR0442  PID         -  PR0442
 PR0442  STATE/COUNTY-  SD/HAMLIN
 PR0442  COUNTRY     -  US
 PR0442  USGS QUAD   -  CASTLEWOOD (2017)
 PR0442
 PR0442                         *CURRENT SURVEY CONTROL
 PR0442  ______________________________________________________________________
 PR0442* NAD 83(1986) POSITION- 44 38 58.     (N) 097 01 38.     (W)   SCALED
 PR0442* NAVD 88 ORTHO HEIGHT -   510.032 (meters)     1673.33  (feet) ADJUSTED
 PR0442  ______________________________________________________________________
 PR0442  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 PR0442  DYNAMIC HEIGHT  -        509.955 (meters)     1673.08  (feet) COMP
 PR0442  MODELED GRAVITY -    980,449.3   (mgal)                       NAVD 88
 PR0442
 PR0442  VERT ORDER      -  SECOND    CLASS 0
 PR0442
 PR0442.The horizontal coordinates were scaled from a map and have
 PR0442.an estimated accuracy of +/- 6 seconds.
 PR0442
 PR0442.The orthometric height was determined by differential leveling and
 PR0442.adjusted by the NATIONAL GEODETIC SURVEY
 PR0442.in June 1991.
 PR0442
 PR0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0442.GEOID18 height accuracy estimate available here.
 PR0442
 PR0442.Click photographs - Photos may exist for this station.
 PR0442
 PR0442.The dynamic height is computed by dividing the NAVD 88
 PR0442.geopotential number by the normal gravity value computed on the
 PR0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0442.degrees latitude (g = 980.6199 gals.).
 PR0442
 PR0442.The modeled gravity was interpolated from observed gravity values.
 PR0442
 PR0442;                    North         East    Units  Estimated Accuracy
 PR0442;SPC SD N     -    95,020.      835,760.      MT  (+/- 180 meters Scaled)
 PR0442
 PR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ564459(NAD 83)
 PR0442
 PR0442                          SUPERSEDED SURVEY CONTROL
 PR0442
 PR0442  NGVD 29 (??/??/92)  509.748  (m)         1672.40   (f) ADJ UNCH    2 0
 PR0442
 PR0442.Superseded values are not recommended for survey control.
 PR0442
 PR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0442.See file dsdata.pdf to determine how the superseded data were derived.
 PR0442
 PR0442_MARKER: DB = BENCH MARK DISK
 PR0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0442_STAMPING: R 330 1949
 PR0442_MARK LOGO: CGS
 PR0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0442+STABILITY: SURFACE MOTION
 PR0442
 PR0442  HISTORY     - Date     Condition        Report By
 PR0442  HISTORY     - 1949     MONUMENTED       CGS
 PR0442
 PR0442                          STATION DESCRIPTION
 PR0442
 PR0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0442'5.2 MI S FROM CASTLEWOOD.
 PR0442'5.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0442'CASTLEWOOD, 0.35 MILE NORTH OF A ROAD INTERSECTION, 206.0
 PR0442'FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE LEADING WEST
 PR0442'TO A FARMHOUSE, 192.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 PR0442'OF A FARMHOUSE, 62.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PR0442'2.4 FEET EAST OF THE EAST END OF THE NORTH ROW OF SMALL TREES
 PR0442'IN A WINDBREAK, 1.6 FEET WEST OF A REFERENCE POST, AND SET IN
 PR0442'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0229 ***********************************************************************
 PT0229  DESIGNATION -  R 331
 PT0229  PID         -  PT0229
 PT0229  STATE/COUNTY-  SD/STANLEY
 PT0229  COUNTRY     -  US
 PT0229  USGS QUAD   -  PIERRE SW (2017)
 PT0229
 PT0229                         *CURRENT SURVEY CONTROL
 PT0229  ______________________________________________________________________
 PT0229* NAD 83(1986) POSITION- 44 22 14.53   (N) 100 23 36.41   (W)   HD_HELD1
 PT0229* NAVD 88 ORTHO HEIGHT -   451.471 (meters)     1481.20  (feet) ADJUSTED
 PT0229  ______________________________________________________________________
 PT0229  GEOID HEIGHT    -        -23.420 (meters)                     GEOID18
 PT0229  DYNAMIC HEIGHT  -        451.378 (meters)     1480.90  (feet) COMP
 PT0229  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 PT0229
 PT0229  VERT ORDER      -  FIRST     CLASS II
 PT0229
 PT0229.The horizontal coordinates were determined by differentially corrected
 PT0229.hand held GPS observations or other comparable positioning techniques
 PT0229.and have an estimated accuracy of +/- 3 meters.
 PT0229
 PT0229.The orthometric height was determined by differential leveling and
 PT0229.adjusted by the NATIONAL GEODETIC SURVEY
 PT0229.in October 1997.
 PT0229
 PT0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0229.GEOID18 height accuracy estimate available here.
 PT0229
 PT0229.Click photographs - Photos may exist for this station.
 PT0229
 PT0229.The dynamic height is computed by dividing the NAVD 88
 PT0229.geopotential number by the normal gravity value computed on the
 PT0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0229.degrees latitude (g = 980.6199 gals.).
 PT0229
 PT0229.The modeled gravity was interpolated from observed gravity values.
 PT0229
 PT0229;                    North         East    Units  Estimated Accuracy
 PT0229;SPC SD S     -   226,345.9     595,208.6     MT  (+/- 3 meters HH1 GPS) 
 PT0229
 PT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8897913991(NAD 83)
 PT0229
 PT0229                          SUPERSEDED SURVEY CONTROL
 PT0229
 PT0229  NAVD 88 (06/15/91)  451.507  (m)         1481.32   (f) SUPERSEDED  1 2
 PT0229  NGVD 29 (??/??/92)  451.127  (m)         1480.07   (f) ADJ UNCH    1 2
 PT0229
 PT0229.Superseded values are not recommended for survey control.
 PT0229
 PT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0229.See file dsdata.pdf to determine how the superseded data were derived.
 PT0229
 PT0229_MARKER: DB = BENCH MARK DISK
 PT0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0229_STAMPING: R 331 1949
 PT0229_MARK LOGO: CGS
 PT0229_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0229+STABILITY: SURFACE MOTION
 PT0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0229+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1995
 PT0229
 PT0229  HISTORY     - Date     Condition        Report By
 PT0229  HISTORY     - 1949     MONUMENTED       CGS
 PT0229  HISTORY     - 1951     GOOD             CGS
 PT0229  HISTORY     - 1978     GOOD             SDDT
 PT0229  HISTORY     - 19890121 GOOD             NGS
 PT0229  HISTORY     - 19950802 GOOD             NGS
 PT0229
 PT0229                          STATION DESCRIPTION
 PT0229
 PT0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0229'1.3 MI N FROM FORT PIERRE.
 PT0229'1.3 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0229'NORTH WESTERN RAILWAY STATION AT FORT PIERRE, 0.1 MILE SOUTHEAST
 PT0229'OF THE NEW U.S. HIGHWAY 14, NORTH OF AND AT THE FOOT OF A SMALL
 PT0229'BARE KNOB HILL, 85 YARDS (PACED) SOUTH OF A STEEL CORRUGATED
 PT0229'CULVERT, 48 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD,
 PT0229'4.4 FEET SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF
 PT0229'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0229'0.6 FOOT ABOVE THE GROUND.
 PT0229
 PT0229                          STATION RECOVERY (1951)
 PT0229
 PT0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0229'RECOVERED IN GOOD CONDITION.
 PT0229
 PT0229                          STATION RECOVERY (1978)
 PT0229
 PT0229'RECOVERY NOTE BY SD DEPT OF TRANSP 1978
 PT0229'RECOVERED IN GOOD CONDITION.
 PT0229
 PT0229                          STATION RECOVERY (1989)
 PT0229
 PT0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0229'RECOVERED IN GOOD CONDITION.
 PT0229
 PT0229                          STATION RECOVERY (1995)
 PT0229
 PT0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0229'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0229'IN PIERRE, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY ALONG A GRAVELED
 PT0229'ROAD, 15.9 M (52.2 FT) SOUTHWEST OF THE ROAD CENTER, 0.7 M (2.3 FT)
 PT0229'NORTH OF A WITNESS POST, 0.6 M (2.0 FT) NORTHWEST OF A 4 BY 4-INCH
 PT0229'WOODEN POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 PT0229'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0386 ***********************************************************************
 QS0386  DESIGNATION -  R 332 RESET
 QS0386  PID         -  QS0386
 QS0386  STATE/COUNTY-  SD/CORSON
 QS0386  COUNTRY     -  US
 QS0386  USGS QUAD   -  MAHTO NE (2017)
 QS0386
 QS0386                         *CURRENT SURVEY CONTROL
 QS0386  ______________________________________________________________________
 QS0386* NAD 83(1986) POSITION- 45 56 34.     (N) 100 37 16.     (W)   SCALED
 QS0386* NAVD 88 ORTHO HEIGHT -   575.06  (meters)     1886.7   (feet) RESET
 QS0386  ______________________________________________________________________
 QS0386  GEOID HEIGHT    -        -21.404 (meters)                     GEOID18
 QS0386  VERT ORDER      -  THIRD
 QS0386
 QS0386.The horizontal coordinates were scaled from a map and have
 QS0386.an estimated accuracy of +/- 6 seconds.
 QS0386
 QS0386.The orthometric height was computed from unverified reset data.
 QS0386
 QS0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0386.GEOID18 height accuracy estimate available here.
 QS0386
 QS0386.Click photographs - Photos may exist for this station.
 QS0386
 QS0386;                    North         East    Units  Estimated Accuracy
 QS0386;SPC SD N     -   234,610.      551,840.      MT  (+/- 180 meters Scaled)
 QS0386
 QS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR743889(NAD 83)
 QS0386
 QS0386                          SUPERSEDED SURVEY CONTROL
 QS0386
 QS0386.No superseded survey control is available for this station.
 QS0386
 QS0386_MARKER: DB = BENCH MARK DISK
 QS0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0386_STAMPING: R 332 RESET 1964
 QS0386_MARK LOGO: CGS
 QS0386_PROJECTION: PROJECTING 6 CENTIMETERS
 QS0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0386+STABILITY: SURFACE MOTION
 QS0386
 QS0386  HISTORY     - Date     Condition        Report By
 QS0386  HISTORY     - 1964     MONUMENTED       BLM
 QS0386
 QS0386                          STATION DESCRIPTION
 QS0386
 QS0386'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964
 QS0386'4.7 MI SE FROM FORT YATES.
 QS0386'4.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 QS0386'YATES STREET AND STANDING ROCK AVE. IN SOUTHEAST FORT YATES,
 QS0386'THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD TO A JUNCTION,
 QS0386'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 QS0386'WEST ALONG A GRADED DIRT ROAD, THENCE 4.6 MILES SOUTH ALONG
 QS0386'A GRADED AND GRAVELED ROAD TO A ROAD INTERSECTION, AND THE
 QS0386'NORTH DAKOTA-SOUTH DAKOTA STATE LINE, THENCE 0.3 MILE EAST
 QS0386'ALONG A DIRT AND GRADED AND GRAVELED ROAD TO THE TOP OF A RISE,
 QS0386'IN A LINE OF TELEPHONE POLES, 75 FEET SOUTH OF THE CENTERLINE OF
 QS0386'THE GRADED AND GRAVELED ROAD, 3 FEET EAST OF A TELEPHONE POLE,
 QS0386'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 QS0386'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0449 ***********************************************************************
 OT0449  DESIGNATION -  R 333
 OT0449  PID         -  OT0449
 OT0449  STATE/COUNTY-  SD/FALL RIVER
 OT0449  COUNTRY     -  US
 OT0449  USGS QUAD   -  PROVO (2017)
 OT0449
 OT0449                         *CURRENT SURVEY CONTROL
 OT0449  ______________________________________________________________________
 OT0449* NAD 83(1986) POSITION- 43 10 57.     (N) 103 48 01.     (W)   SCALED
 OT0449* NAVD 88 ORTHO HEIGHT -  1119.572 (meters)     3673.13  (feet) ADJUSTED
 OT0449  ______________________________________________________________________
 OT0449  GEOID HEIGHT    -        -15.332 (meters)                     GEOID18
 OT0449  DYNAMIC HEIGHT  -       1119.083 (meters)     3671.52  (feet) COMP
 OT0449  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 OT0449
 OT0449  VERT ORDER      -  FIRST     CLASS II
 OT0449
 OT0449.The horizontal coordinates were scaled from a map and have
 OT0449.an estimated accuracy of +/- 6 seconds.
 OT0449
 OT0449.The orthometric height was determined by differential leveling and
 OT0449.adjusted by the NATIONAL GEODETIC SURVEY
 OT0449.in June 1991.
 OT0449
 OT0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0449.GEOID18 height accuracy estimate available here.
 OT0449
 OT0449.Click photographs - Photos may exist for this station.
 OT0449
 OT0449.The dynamic height is computed by dividing the NAVD 88
 OT0449.geopotential number by the normal gravity value computed on the
 OT0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0449.degrees latitude (g = 980.6199 gals.).
 OT0449
 OT0449.The modeled gravity was interpolated from observed gravity values.
 OT0449
 OT0449;                    North         East    Units  Estimated Accuracy
 OT0449;SPC SD S     -   100,220.      318,240.      MT  (+/- 180 meters Scaled)
 OT0449
 OT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH974817(NAD 83)
 OT0449
 OT0449                          SUPERSEDED SURVEY CONTROL
 OT0449
 OT0449  NGVD 29 (??/??/92) 1118.983  (m)         3671.20   (f) ADJ UNCH    1 2
 OT0449
 OT0449.Superseded values are not recommended for survey control.
 OT0449
 OT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0449.See file dsdata.pdf to determine how the superseded data were derived.
 OT0449
 OT0449_MARKER: DB = BENCH MARK DISK
 OT0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0449_STAMPING: R 333 1957
 OT0449_MARK LOGO: CGS
 OT0449_PROJECTION: PROJECTING 13 CENTIMETERS
 OT0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0449+STABILITY: SURFACE MOTION
 OT0449
 OT0449  HISTORY     - Date     Condition        Report By
 OT0449  HISTORY     - 1957     MONUMENTED       CGS
 OT0449  HISTORY     - 1985     GOOD             NGS
 OT0449
 OT0449                          STATION DESCRIPTION
 OT0449
 OT0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0449'1.8 MI SE FROM PROVO.
 OT0449'ABOUT 1.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0449'QUINCY RAILROAD FROM THE STATION AT PROVO, 4 POLES WEST OF
 OT0449'MILEPOST 465, 82 FEET NORTH-NORTHEAST OF THE NEAR RAIL, 33 FEET
 OT0449'NORTHEAST OF A TELEPHONE POLE, 16 FEET SOUTH-SOUTHWEST OF A FENCE
 OT0449'LINE, IN LINE WITH A T FENCE LEADING NORTH, 2 FEET EAST
 OT0449'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 OT0449'OF THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OT0449'7 INCHES.
 OT0449
 OT0449                          STATION RECOVERY (1985)
 OT0449
 OT0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0449'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.9
 OT0449'MI) SOUTHEAST ALONG STATE HIGHWAY 471 FROM THE POST OFFICE AT PROVO,
 OT0449'THENCE 1.5 KM (0.95 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 OT0449'RAILROAD, FOUR POLES WEST OF MILEPOLE 465 AND IN LINE WITH A FENCE T
 OT0449'JUNCTION, 25.0 METERS (82 FT) NORTH-NORTHEAST OF THE NORTHEAST RAIL,
 OT0449'4.9 METERS (16 FT) SOUTHWEST OF A FENCE, 4.9 METERS (16 FT)
 OT0449'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 10.4 METERS (34 FT)
 OT0449'WEST-NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTH THRU A WIRE
 OT0449'GATE AND 0.6 METER (2 FT) EAST OF A WITNESS POST.
 OT0449'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 OT0449'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0488 ***********************************************************************
 OT0488  DESIGNATION -  R 334
 OT0488  PID         -  OT0488
 OT0488  STATE/COUNTY-  SD/FALL RIVER
 OT0488  COUNTRY     -  US
 OT0488  USGS QUAD   -  BURDOCK (2017)
 OT0488
 OT0488                         *CURRENT SURVEY CONTROL
 OT0488  ______________________________________________________________________
 OT0488* NAD 83(1986) POSITION- 43 27 32.     (N) 103 59 55.     (W)   SCALED
 OT0488* NAVD 88 ORTHO HEIGHT -  1103.718 (meters)     3621.11  (feet) ADJUSTED
 OT0488  ______________________________________________________________________
 OT0488  GEOID HEIGHT    -        -14.704 (meters)                     GEOID18
 OT0488  DYNAMIC HEIGHT  -       1103.263 (meters)     3619.62  (feet) COMP
 OT0488  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 OT0488
 OT0488  VERT ORDER      -  FIRST     CLASS II
 OT0488
 OT0488.The horizontal coordinates were scaled from a map and have
 OT0488.an estimated accuracy of +/- 6 seconds.
 OT0488
 OT0488.The orthometric height was determined by differential leveling and
 OT0488.adjusted by the NATIONAL GEODETIC SURVEY
 OT0488.in June 1991.
 OT0488
 OT0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0488.GEOID18 height accuracy estimate available here.
 OT0488
 OT0488.Click photographs - Photos may exist for this station.
 OT0488
 OT0488.The dynamic height is computed by dividing the NAVD 88
 OT0488.geopotential number by the normal gravity value computed on the
 OT0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0488.degrees latitude (g = 980.6199 gals.).
 OT0488
 OT0488.The modeled gravity was interpolated from observed gravity values.
 OT0488
 OT0488;                    North         East    Units  Estimated Accuracy
 OT0488;SPC SD S     -   131,580.      303,490.      MT  (+/- 180 meters Scaled)
 OT0488
 OT0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ810122(NAD 83)
 OT0488
 OT0488                          SUPERSEDED SURVEY CONTROL
 OT0488
 OT0488  NGVD 29 (??/??/92) 1103.26   (m)         3619.6    (f) COMPUTED    1 2
 OT0488
 OT0488.Superseded values are not recommended for survey control.
 OT0488
 OT0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0488.See file dsdata.pdf to determine how the superseded data were derived.
 OT0488
 OT0488_MARKER: DB = BENCH MARK DISK
 OT0488_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0488_SP_SET: BRIDGE ABUTMENT
 OT0488_STAMPING: R 334 1957
 OT0488_MARK LOGO: CGS
 OT0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0488
 OT0488  HISTORY     - Date     Condition        Report By
 OT0488  HISTORY     - 1957     MONUMENTED       CGS
 OT0488  HISTORY     - 1985     GOOD             NGS
 OT0488
 OT0488                          STATION DESCRIPTION
 OT0488
 OT0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0488'14.2 MI NW FROM EDGEMONT.
 OT0488'ABOUT 14.25 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0488'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 9,
 OT0488'T. 7 S., R. 1 E., IN THE TOP OF THE NORTHEAST END OF THE
 OT0488'SOUTHEAST ABUTMENT OF BRIDGE 490.44, 9 FEET NORTHEAST OF THE
 OT0488'NORTHEAST RAIL AND ABOUT 3 FEET BELOW THE TOP OF THE RAIL.
 OT0488
 OT0488                          STATION RECOVERY (1985)
 OT0488
 OT0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0488'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.5 KM
 OT0488'(15.2 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OT0488'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0488'IN TOP OF AND 0.6 METER (2 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 OT0488'SOUTHEAST ABUTMENT FOR THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER
 OT0488'PASS CREEK, 2.7 METERS (9 FT) NORTHEAST OF THE NORTHEAST RAIL AND
 OT0488'1.0 METER (3.5 FT) BELOW THE TRACKS.
 OT0488'THE MARK IS 4.5 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0439 ***********************************************************************
 OT0439  DESIGNATION -  R 335
 OT0439  PID         -  OT0439
 OT0439  STATE/COUNTY-  SD/FALL RIVER
 OT0439  COUNTRY     -  US
 OT0439  USGS QUAD   -  ARDMORE (2017)
 OT0439
 OT0439                         *CURRENT SURVEY CONTROL
 OT0439  ______________________________________________________________________
 OT0439* NAD 83(1986) POSITION- 43 06 44.     (N) 103 40 35.     (W)   SCALED
 OT0439* NAVD 88 ORTHO HEIGHT -  1070.927 (meters)     3513.53  (feet) ADJUSTED
 OT0439  ______________________________________________________________________
 OT0439  GEOID HEIGHT    -        -15.777 (meters)                     GEOID18
 OT0439  DYNAMIC HEIGHT  -       1070.458 (meters)     3511.99  (feet) COMP
 OT0439  MODELED GRAVITY -    980,144.7   (mgal)                       NAVD 88
 OT0439
 OT0439  VERT ORDER      -  FIRST     CLASS II
 OT0439
 OT0439.The horizontal coordinates were scaled from a map and have
 OT0439.an estimated accuracy of +/- 6 seconds.
 OT0439
 OT0439.The orthometric height was determined by differential leveling and
 OT0439.adjusted by the NATIONAL GEODETIC SURVEY
 OT0439.in June 1991.
 OT0439
 OT0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0439.GEOID18 height accuracy estimate available here.
 OT0439
 OT0439.Click photographs - Photos may exist for this station.
 OT0439
 OT0439.The dynamic height is computed by dividing the NAVD 88
 OT0439.geopotential number by the normal gravity value computed on the
 OT0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0439.degrees latitude (g = 980.6199 gals.).
 OT0439
 OT0439.The modeled gravity was interpolated from observed gravity values.
 OT0439
 OT0439;                    North         East    Units  Estimated Accuracy
 OT0439;SPC SD S     -    92,000.      327,990.      MT  (+/- 180 meters Scaled)
 OT0439
 OT0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH076741(NAD 83)
 OT0439
 OT0439                          SUPERSEDED SURVEY CONTROL
 OT0439
 OT0439  NGVD 29 (??/??/92) 1070.378  (m)         3511.73   (f) ADJ UNCH    1 2
 OT0439
 OT0439.Superseded values are not recommended for survey control.
 OT0439
 OT0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0439.See file dsdata.pdf to determine how the superseded data were derived.
 OT0439
 OT0439_MARKER: DB = BENCH MARK DISK
 OT0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0439_STAMPING: R 335 1957
 OT0439_MARK LOGO: CGS
 OT0439_PROJECTION: PROJECTING 8 CENTIMETERS
 OT0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0439+STABILITY: SURFACE MOTION
 OT0439
 OT0439  HISTORY     - Date     Condition        Report By
 OT0439  HISTORY     - 1957     MONUMENTED       CGS
 OT0439  HISTORY     - 1985     GOOD             NGS
 OT0439
 OT0439                          STATION DESCRIPTION
 OT0439
 OT0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0439'6.6 MI N FROM ARDMORE.
 OT0439'ABOUT 6.65 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0439'RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 8, T. 11 S.,
 OT0439'R. 4 E., 44 FEET NORTH-NORTHWEST OF MILEPOST 457, 38 FEET NORTHEAST
 OT0439'OF THE NORTHEAST RAIL, 112 FEET SOUTHWEST OF THE CENTER LINE
 OT0439'OF STATE HIGHWAY 87, 12 FEET NORTHWEST OF A TELEPHONE POLE,
 OT0439'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 OT0439'3 FEET ABOVE THE LEVEL OF THE RAIL AND IN THE TOP OF A
 OT0439'CONCRETE POST PROJECTING 1 FOOT.
 OT0439
 OT0439                          STATION RECOVERY (1985)
 OT0439
 OT0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0439'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0439'MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 6412
 OT0439'WEST AND 5 EAST AT ARDMORE, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG
 OT0439'STATE ROUTE 471, 34.1 METERS (112 FT) SOUTHWEST OF THE CENTER OF THE
 OT0439'ROAD, 11.6 METERS (38 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 OT0439'BURLINGTON NORTHERN RAILROAD, 13.4 METERS (44 FT) NORTH-NORTHWEST OF
 OT0439'MILEPOLE 457, 3.7 METERS (12 FT) NORTHWEST OF A TELEPHONE POLE AND
 OT0439'0.45 METER (1.5 FT) SOUTHEAST OF A WITNESS POST.
 OT0439'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 OT0439'THE MARK IS 0.9 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0230 ***********************************************************************
 OR0230  DESIGNATION -  R 336
 OR0230  PID         -  OR0230
 OR0230  STATE/COUNTY-  SD/CHARLES MIX
 OR0230  COUNTRY     -  US
 OR0230  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0230
 OR0230                         *CURRENT SURVEY CONTROL
 OR0230  ______________________________________________________________________
 OR0230* NAD 83(1986) POSITION- 43 10 13.     (N) 098 37 29.     (W)   SCALED
 OR0230* NAVD 88 ORTHO HEIGHT -   546.884 (meters)     1794.24  (feet) ADJUSTED
 OR0230  ______________________________________________________________________
 OR0230  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 OR0230  DYNAMIC HEIGHT  -        546.707 (meters)     1793.65  (feet) COMP
 OR0230  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 OR0230
 OR0230  VERT ORDER      -  FIRST     CLASS II
 OR0230
 OR0230.The horizontal coordinates were scaled from a map and have
 OR0230.an estimated accuracy of +/- 6 seconds.
 OR0230
 OR0230.The orthometric height was determined by differential leveling and
 OR0230.adjusted by the NATIONAL GEODETIC SURVEY
 OR0230.in June 1991.
 OR0230
 OR0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0230.GEOID18 height accuracy estimate available here.
 OR0230
 OR0230.Click photographs - Photos may exist for this station.
 OR0230
 OR0230.The dynamic height is computed by dividing the NAVD 88
 OR0230.geopotential number by the normal gravity value computed on the
 OR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0230.degrees latitude (g = 980.6199 gals.).
 OR0230
 OR0230.The modeled gravity was interpolated from observed gravity values.
 OR0230
 OR0230;                    North         East    Units  Estimated Accuracy
 OR0230;SPC SD S     -    94,410.      738,920.      MT  (+/- 180 meters Scaled)
 OR0230
 OR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN305797(NAD 83)
 OR0230
 OR0230                          SUPERSEDED SURVEY CONTROL
 OR0230
 OR0230  NGVD 29 (??/??/92)  546.569  (m)         1793.20   (f) ADJ UNCH    1 2
 OR0230
 OR0230.Superseded values are not recommended for survey control.
 OR0230
 OR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0230.See file dsdata.pdf to determine how the superseded data were derived.
 OR0230
 OR0230_MARKER: DB = BENCH MARK DISK
 OR0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0230_STAMPING: R 336 1949
 OR0230_MARK LOGO: CGS
 OR0230_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0230+STABILITY: SURFACE MOTION
 OR0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0230+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0230
 OR0230  HISTORY     - Date     Condition        Report By
 OR0230  HISTORY     - 1949     MONUMENTED       CGS
 OR0230  HISTORY     - 20121210 GOOD             INDIV
 OR0230
 OR0230                          STATION DESCRIPTION
 OR0230
 OR0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0230'4.6 MI W FROM LAKE ANDES.
 OR0230'4.6 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO.
 OR0230'50 FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0230'STATION AT LAKE ANDES, IN THE NORTHWEST QUARTER OF A SECTION
 OR0230'LINE ROAD CROSSING, 278.0 FEET NORTH OF BENCH MARK Y 296 RESET,
 OR0230'223.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37.0 FEET
 OR0230'WEST OF THE CENTER LINE OF THE NORTH-SOUTH SECTION LINE ROAD,
 OR0230'5.0 FEET EAST OF A POINT IN LINE WITH A ROW OF YOUNG TREES,
 OR0230'0.9 FOOT SOUTH OF AN EAST-WEST FENCE, 1.4 FEET EAST OF A
 OR0230'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0230'0.2 FOOT ABOVE THE GROUND.
 OR0230
 OR0230                          STATION RECOVERY (2012)
 OR0230
 OR0230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1502 ***********************************************************************
 NM1502  DESIGNATION -  R 337
 NM1502  PID         -  NM1502
 NM1502  STATE/COUNTY-  SD/BON HOMME
 NM1502  COUNTRY     -  US
 NM1502  USGS QUAD   -  SPRINGFIELD (2017)
 NM1502
 NM1502                         *CURRENT SURVEY CONTROL
 NM1502  ______________________________________________________________________
 NM1502* NAD 83(1986) POSITION- 42 46 58.     (N) 097 59 16.     (W)   SCALED
 NM1502* NAVD 88 ORTHO HEIGHT -   435.553 (meters)     1428.98  (feet) ADJUSTED
 NM1502  ______________________________________________________________________
 NM1502  GEOID HEIGHT    -        -25.848 (meters)                     GEOID18
 NM1502  DYNAMIC HEIGHT  -        435.412 (meters)     1428.51  (feet) COMP
 NM1502  MODELED GRAVITY -    980,285.6   (mgal)                       NAVD 88
 NM1502
 NM1502  VERT ORDER      -  SECOND    CLASS 0
 NM1502
 NM1502.The horizontal coordinates were scaled from a map and have
 NM1502.an estimated accuracy of +/- 6 seconds.
 NM1502
 NM1502.The orthometric height was determined by differential leveling and
 NM1502.adjusted by the NATIONAL GEODETIC SURVEY
 NM1502.in June 1991.
 NM1502
 NM1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1502.GEOID18 height accuracy estimate available here.
 NM1502
 NM1502.Click photographs - Photos may exist for this station.
 NM1502
 NM1502.The dynamic height is computed by dividing the NAVD 88
 NM1502.geopotential number by the normal gravity value computed on the
 NM1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1502.degrees latitude (g = 980.6199 gals.).
 NM1502
 NM1502.The modeled gravity was interpolated from observed gravity values.
 NM1502
 NM1502;                    North         East    Units  Estimated Accuracy
 NM1502;SPC SD S     -    52,640.      791,910.      MT  (+/- 180 meters Scaled)
 NM1502
 NM1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN827371(NAD 83)
 NM1502
 NM1502                          SUPERSEDED SURVEY CONTROL
 NM1502
 NM1502  NGVD 29 (??/??/92)  435.335  (m)         1428.26   (f) ADJ UNCH    2 0
 NM1502
 NM1502.Superseded values are not recommended for survey control.
 NM1502
 NM1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1502.See file dsdata.pdf to determine how the superseded data were derived.
 NM1502
 NM1502_MARKER: DB = BENCH MARK DISK
 NM1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1502_STAMPING: R 337 1949
 NM1502_MARK LOGO: CGS
 NM1502_PROJECTION: FLUSH
 NM1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1502+STABILITY: SURFACE MOTION
 NM1502
 NM1502  HISTORY     - Date     Condition        Report By
 NM1502  HISTORY     - 1949     MONUMENTED       CGS
 NM1502
 NM1502                          STATION DESCRIPTION
 NM1502
 NM1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1502'1 MI N FROM RUNNING WATER.
 NM1502'1.0 MILE NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NM1502'AT RUNNING WATER, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 NM1502'LEADING SOUTHWEST AND NORTHWEST, 216.0 FEET NORTHWEST OF THE
 NM1502'WEST CORNER OF A CONCRETE BRIDGE WHICH ALSO SERVES AS AN UNDERPASS
 NM1502'FOR LIVESTOCK, 85.0 FEET NORTHWEST OF THE CENTER LINE OF A GATE,
 NM1502'38.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT
 NM1502'SOUTHWEST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET
 NM1502'IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0194 ***********************************************************************
 OR0194  DESIGNATION -  R 338
 OR0194  PID         -  OR0194
 OR0194  STATE/COUNTY-  SD/GREGORY
 OR0194  COUNTRY     -  US
 OR0194  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0194
 OR0194                         *CURRENT SURVEY CONTROL
 OR0194  ______________________________________________________________________
 OR0194* NAD 83(1986) POSITION- 43 08 41.     (N) 098 51 40.     (W)   SCALED
 OR0194* NAVD 88 ORTHO HEIGHT -   414.046 (meters)     1358.42  (feet) ADJUSTED
 OR0194  ______________________________________________________________________
 OR0194  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 OR0194  DYNAMIC HEIGHT  -        413.899 (meters)     1357.93  (feet) COMP
 OR0194  MODELED GRAVITY -    980,253.9   (mgal)                       NAVD 88
 OR0194
 OR0194  VERT ORDER      -  FIRST     CLASS II
 OR0194
 OR0194.The horizontal coordinates were scaled from a map and have
 OR0194.an estimated accuracy of +/- 6 seconds.
 OR0194
 OR0194.The orthometric height was determined by differential leveling and
 OR0194.adjusted by the NATIONAL GEODETIC SURVEY
 OR0194.in June 1991.
 OR0194
 OR0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0194.GEOID18 height accuracy estimate available here.
 OR0194
 OR0194.Click photographs - Photos may exist for this station.
 OR0194
 OR0194.The dynamic height is computed by dividing the NAVD 88
 OR0194.geopotential number by the normal gravity value computed on the
 OR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0194.degrees latitude (g = 980.6199 gals.).
 OR0194
 OR0194.The modeled gravity was interpolated from observed gravity values.
 OR0194
 OR0194;                    North         East    Units  Estimated Accuracy
 OR0194;SPC SD S     -    91,200.      719,750.      MT  (+/- 180 meters Scaled)
 OR0194
 OR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN112768(NAD 83)
 OR0194
 OR0194                          SUPERSEDED SURVEY CONTROL
 OR0194
 OR0194  NGVD 29 (??/??/92)  413.718  (m)         1357.34   (f) ADJ UNCH    1 2
 OR0194
 OR0194.Superseded values are not recommended for survey control.
 OR0194
 OR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0194.See file dsdata.pdf to determine how the superseded data were derived.
 OR0194
 OR0194_MARKER: DB = BENCH MARK DISK
 OR0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0194_STAMPING: R 338 1949
 OR0194_MARK LOGO: CGS
 OR0194_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0194+STABILITY: SURFACE MOTION
 OR0194
 OR0194  HISTORY     - Date     Condition        Report By
 OR0194  HISTORY     - 1949     MONUMENTED       CGS
 OR0194  HISTORY     - 1962     MARK NOT FOUND   USGS
 OR0194  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0194
 OR0194                          STATION DESCRIPTION
 OR0194
 OR0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0194'9.7 MI NE FROM BONESTEEL.
 OR0194'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0194'BONESTEEL, THENCE 6.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0194'THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, THENCE 1.9 MILES
 OR0194'NORTH ALONG A FIELD ROAD, ON THE SOUTH SLOPE OF A HILL, IN A
 OR0194'DRAW SLOPING DOWN AND TO THE SOUTHWEST, ALONG AN EAST-WEST FENCE,
 OR0194'26.0 FEET WEST OF THE CENTER LINE OF A GATE AND THE ROAD,
 OR0194'2.0 FEET NORTH OF A FENCE, ABOUT 150 FEET SOUTH OF THE SUMMIT
 OR0194'OF A HILL FROM THE RIVER CAN BE SEEN, 2.0 FEET WEST OF A
 OR0194'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0194'0.3 FOOT ABOVE THE GROUND.  NOTE-- UNDER WATER PART OF THE
 OR0194'TIME.  WATER LEVEL AT FORT RANDALL RESERVOIR VARIES FROM 1340
 OR0194'TO 1364.
 OR0194
 OR0194                          STATION RECOVERY (1962)
 OR0194
 OR0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0194'MARK NOT FOUND.
 OR0194
 OR0194                          STATION RECOVERY (2013)
 OR0194
 OR0194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0602 ***********************************************************************
 OR0602  DESIGNATION -  R 339
 OR0602  PID         -  OR0602
 OR0602  STATE/COUNTY-  SD/GREGORY
 OR0602  COUNTRY     -  US
 OR0602  USGS QUAD   -  DIXON SE (2017)
 OR0602
 OR0602                         *CURRENT SURVEY CONTROL
 OR0602  ______________________________________________________________________
 OR0602* NAD 83(1986) POSITION- 43 17 05.     (N) 099 21 22.     (W)   SCALED
 OR0602* NAVD 88 ORTHO HEIGHT -   673.585 (meters)     2209.92  (feet) ADJUSTED
 OR0602  ______________________________________________________________________
 OR0602  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 OR0602  DYNAMIC HEIGHT  -        673.333 (meters)     2209.09  (feet) COMP
 OR0602  MODELED GRAVITY -    980,225.1   (mgal)                       NAVD 88
 OR0602
 OR0602  VERT ORDER      -  SECOND    CLASS 0
 OR0602
 OR0602.The horizontal coordinates were scaled from a map and have
 OR0602.an estimated accuracy of +/- 6 seconds.
 OR0602
 OR0602.The orthometric height was determined by differential leveling and
 OR0602.adjusted by the NATIONAL GEODETIC SURVEY
 OR0602.in June 1991.
 OR0602
 OR0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0602.GEOID18 height accuracy estimate available here.
 OR0602
 OR0602.Click photographs - Photos may exist for this station.
 OR0602
 OR0602.The dynamic height is computed by dividing the NAVD 88
 OR0602.geopotential number by the normal gravity value computed on the
 OR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0602.degrees latitude (g = 980.6199 gals.).
 OR0602
 OR0602.The modeled gravity was interpolated from observed gravity values.
 OR0602
 OR0602;                    North         East    Units  Estimated Accuracy
 OR0602;SPC SD S     -   106,160.      679,310.      MT  (+/- 180 meters Scaled)
 OR0602
 OR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN711924(NAD 83)
 OR0602
 OR0602                          SUPERSEDED SURVEY CONTROL
 OR0602
 OR0602  NGVD 29 (??/??/92)  673.239  (m)         2208.79   (f) ADJ UNCH    2 0
 OR0602
 OR0602.Superseded values are not recommended for survey control.
 OR0602
 OR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0602.See file dsdata.pdf to determine how the superseded data were derived.
 OR0602
 OR0602_MARKER: DB = BENCH MARK DISK
 OR0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0602_STAMPING: R 339 1949
 OR0602_MARK LOGO: CGS
 OR0602_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0602+STABILITY: SURFACE MOTION
 OR0602
 OR0602  HISTORY     - Date     Condition        Report By
 OR0602  HISTORY     - 1949     MONUMENTED       CGS
 OR0602  HISTORY     - 1984     GOOD             NGS
 OR0602
 OR0602                          STATION DESCRIPTION
 OR0602
 OR0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0602'7.4 MI N FROM GREGORY.
 OR0602'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0602'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0602'NORTH ALONG A GRAVEL ROAD, IN THE NORTHWEST QUARTER OF A ROAD
 OR0602'CROSSING, ON THE EAST SLOPE OF A HILL, 79.0 FEET WEST OF THE
 OR0602'CENTER LINE OF THE NORTH-SOUTH ROAD, 28.0 FEET NORTH OF THE
 OR0602'CENTER LINE OF THE TRACK ROAD LEADING WEST AND UP THE HILL
 OR0602'(THE MAIN GRAVEL ROAD LEADS TO THE EAST), 46.0 FEET WEST OF A
 OR0602'CORNER FENCE POST, 1.5 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF
 OR0602'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0602'0.2 FOOT ABOVE THE GROUND.
 OR0602
 OR0602                          STATION RECOVERY (1984)
 OR0602
 OR0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0649 ***********************************************************************
 OR0649  DESIGNATION -  R 340
 OR0649  PID         -  OR0649
 OR0649  STATE/COUNTY-  SD/GREGORY
 OR0649  COUNTRY     -  US
 OR0649  USGS QUAD   -  LUCAS NW (2017)
 OR0649
 OR0649                         *CURRENT SURVEY CONTROL
 OR0649  ______________________________________________________________________
 OR0649* NAD 83(1986) POSITION- 43 23 03.     (N) 099 10 21.     (W)   SCALED
 OR0649* NAVD 88 ORTHO HEIGHT -   499.399 (meters)     1638.44  (feet) ADJUSTED
 OR0649  ______________________________________________________________________
 OR0649  GEOID HEIGHT    -        -26.249 (meters)                     GEOID18
 OR0649  DYNAMIC HEIGHT  -        499.222 (meters)     1637.86  (feet) COMP
 OR0649  MODELED GRAVITY -    980,251.3   (mgal)                       NAVD 88
 OR0649
 OR0649  VERT ORDER      -  FIRST     CLASS II
 OR0649
 OR0649.The horizontal coordinates were scaled from a map and have
 OR0649.an estimated accuracy of +/- 6 seconds.
 OR0649
 OR0649.The orthometric height was determined by differential leveling and
 OR0649.adjusted by the NATIONAL GEODETIC SURVEY
 OR0649.in June 1991.
 OR0649
 OR0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0649.GEOID18 height accuracy estimate available here.
 OR0649
 OR0649.Click photographs - Photos may exist for this station.
 OR0649
 OR0649.The dynamic height is computed by dividing the NAVD 88
 OR0649.geopotential number by the normal gravity value computed on the
 OR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0649.degrees latitude (g = 980.6199 gals.).
 OR0649
 OR0649.The modeled gravity was interpolated from observed gravity values.
 OR0649
 OR0649;                    North         East    Units  Estimated Accuracy
 OR0649;SPC SD S     -   117,400.      694,050.      MT  (+/- 180 meters Scaled)
 OR0649
 OR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP860034(NAD 83)
 OR0649
 OR0649                          SUPERSEDED SURVEY CONTROL
 OR0649
 OR0649  NGVD 29 (??/??/92)  499.042  (m)         1637.27   (f) ADJ UNCH    1 2
 OR0649
 OR0649.Superseded values are not recommended for survey control.
 OR0649
 OR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0649.See file dsdata.pdf to determine how the superseded data were derived.
 OR0649
 OR0649_MARKER: DB = BENCH MARK DISK
 OR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0649_STAMPING: R 340 1949
 OR0649_MARK LOGO: CGS
 OR0649_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0649+STABILITY: SURFACE MOTION
 OR0649
 OR0649  HISTORY     - Date     Condition        Report By
 OR0649  HISTORY     - 1949     MONUMENTED       CGS
 OR0649  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0649  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0649
 OR0649                          STATION DESCRIPTION
 OR0649
 OR0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0649'28.4 MI NE FROM GREGORY.
 OR0649'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0649'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0649'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL ROAD,
 OR0649'THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OR0649'NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A DIRT ROAD,
 OR0649'THENCE 4.1 MILES NORTHEASTERLY ALONG A DIRT ROAD, ALONG AN EAST-WEST
 OR0649'RIDGE, ON THE INSIDE OF A CURVE WITH TANGENTS LEADING WEST AND
 OR0649'NORTHEAST, JUST EAST OF A CURVE AT THE WEST END OF THE WEST
 OR0649'TANGENT, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 OR0649'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0649'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0649
 OR0649                          STATION RECOVERY (1971)
 OR0649
 OR0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0649'MARK NOT FOUND.
 OR0649
 OR0649                          STATION RECOVERY (2013)
 OR0649
 OR0649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0649'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0270 ***********************************************************************
 PR0270  DESIGNATION -  R 341
 PR0270  PID         -  PR0270
 PR0270  STATE/COUNTY-  SD/BROOKINGS
 PR0270  COUNTRY     -  US
 PR0270  USGS QUAD   -  BROOKINGS (2017)
 PR0270
 PR0270                         *CURRENT SURVEY CONTROL
 PR0270  ______________________________________________________________________
 PR0270* NAD 83(1986) POSITION- 44 17 56.     (N) 096 48 15.     (W)   SCALED
 PR0270* NAVD 88 ORTHO HEIGHT -   496.306 (meters)     1628.30  (feet) ADJUSTED
 PR0270  ______________________________________________________________________
 PR0270  GEOID HEIGHT    -        -25.430 (meters)                     GEOID18
 PR0270  DYNAMIC HEIGHT  -        496.213 (meters)     1627.99  (feet) COMP
 PR0270  MODELED GRAVITY -    980,415.1   (mgal)                       NAVD 88
 PR0270
 PR0270  VERT ORDER      -  FIRST     CLASS II
 PR0270
 PR0270.This mark is at Brookings Airport (BKX)
 PR0270
 PR0270.The horizontal coordinates were scaled from a map and have
 PR0270.an estimated accuracy of +/- 6 seconds.
 PR0270
 PR0270.The orthometric height was determined by differential leveling and
 PR0270.adjusted by the NATIONAL GEODETIC SURVEY
 PR0270.in October 1997.
 PR0270
 PR0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0270.GEOID18 height accuracy estimate available here.
 PR0270
 PR0270.Click photographs - Photos may exist for this station.
 PR0270
 PR0270.The dynamic height is computed by dividing the NAVD 88
 PR0270.geopotential number by the normal gravity value computed on the
 PR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0270.degrees latitude (g = 980.6199 gals.).
 PR0270
 PR0270.The modeled gravity was interpolated from observed gravity values.
 PR0270
 PR0270;                    North         East    Units  Estimated Accuracy
 PR0270;SPC SD N     -    56,770.      854,980.      MT  (+/- 180 meters Scaled)
 PR0270
 PR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ751074(NAD 83)
 PR0270
 PR0270                          SUPERSEDED SURVEY CONTROL
 PR0270
 PR0270  NAVD 88 (06/15/91)  496.329  (m)         1628.37   (f) SUPERSEDED  1 2
 PR0270  NGVD 29 (??/??/92)  496.073  (m)         1627.53   (f) ADJ UNCH    1 2
 PR0270
 PR0270.Superseded values are not recommended for survey control.
 PR0270
 PR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0270.See file dsdata.pdf to determine how the superseded data were derived.
 PR0270
 PR0270_MARKER: DB = BENCH MARK DISK
 PR0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0270_STAMPING: R 341 1949
 PR0270_MARK LOGO: CGS
 PR0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0270+STABILITY: SURFACE MOTION
 PR0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0270+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR0270
 PR0270  HISTORY     - Date     Condition        Report By
 PR0270  HISTORY     - 1949     MONUMENTED       CGS
 PR0270  HISTORY     - 1964     GOOD             CGS
 PR0270  HISTORY     - 1977     GOOD             NGS
 PR0270  HISTORY     - 19940916 GOOD             NGS
 PR0270
 PR0270                          STATION DESCRIPTION
 PR0270
 PR0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0270'1 MI S FROM BROOKINGS.
 PR0270'0.45 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0270'BROOKINGS, THENCE 0.25 MILE WEST ALONG A GRAVELED ROAD, THENCE
 PR0270'0.35 MILE SOUTH ALONG A GRAVELED ROAD, AT THE SOUTHEAST CORNER
 PR0270'OF THE BROOKINGS AIRPORT, ON LINE WITH THE EXTENDED CENTER
 PR0270'LINE OF THE NORTHWEST-SOUTHEAST ASPHALT RUNWAY, 35.0 FEET
 PR0270'WEST OF THE CENTER LINE OF THE ROAD, 23.0 FEET NORTH OF THE
 PR0270'MOST NORTHERLY TREE IN A ROW OF COTTONWOOD TREES, 6.9 FEET
 PR0270'NORTH OF A T FENCE CORNER, 1.7 FEET SOUTH OF A REFERENCE POST,
 PR0270'1.1 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PR0270'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PR0270
 PR0270                          STATION RECOVERY (1964)
 PR0270
 PR0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PR0270'RECOVERED IN GOOD CONDITION.
 PR0270
 PR0270                          STATION RECOVERY (1977)
 PR0270
 PR0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PR0270'RECOVERED IN GOOD CONDITION.
 PR0270
 PR0270                          STATION RECOVERY (1994)
 PR0270
 PR0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0270'IN BROOKINGS, AT THE BROOKINGS MUNICIPAL AIRPORT, 0.1 KM (0.05 MI)
 PR0270'SOUTHWESTERLY ACROSS AN APRON FROM THE AIRPORT TERMINAL, THENCE 0.4 KM
 PR0270'(0.25 MI) SOUTHEASTERLY ALONG TAXIWAY A, THENCE 0.3 KM (0.20 MI)
 PR0270'SOUTHEASTERLY ALONG A PAVED ROAD, 50.5 M (165.7 FT) SOUTHEAST OF THE
 PR0270'2ND GROUP OF RUNWAY APPROACH LIGHTS FROM THE SOUTHEAST END OF THE
 PR0270'RUNWAY, 11.8 M (38.7 FT) NORTHWEST OF THE 4RD GROUP OF RUNWAY APPROACH
 PR0270'LIGHTS, 7.4 M (24.3 FT) NORTHEAST OF THE ROAD CENTER, 0.3 M (1.0 FT)
 PR0270'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.03 M (0.10
 PR0270'FT) ABOVE THE GROUND SURFACE.  NOTE--THE CONCRETE HAS BEEN HIT AND
 PR0270'CHIPPED, BUT THE MONUMENT IS SOLID IN PLACE.  THE MONUMENT IS ON
 PR0270'PROPERTY OWNED BY THE BROOKINGS MUNICIPAL AIRPORT, 413 2ND STREET
 PR0270'SOUTHWEST, BROOKINGS, SD 57706, TELEPHONE NUMBER (605) 692-9005.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1075 ***********************************************************************
 NM1075  DESIGNATION -  R 342
 NM1075  PID         -  NM1075
 NM1075  STATE/COUNTY-  SD/YANKTON
 NM1075  COUNTRY     -  US
 NM1075  USGS QUAD   -  MISSION HILL (2017)
 NM1075
 NM1075                         *CURRENT SURVEY CONTROL
 NM1075  ______________________________________________________________________
 NM1075* NAD 83(1986) POSITION- 42 52 48.     (N) 097 21 50.     (W)   SCALED
 NM1075* NAVD 88 ORTHO HEIGHT -   359.571 (meters)     1179.69  (feet) ADJUSTED
 NM1075  ______________________________________________________________________
 NM1075  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 NM1075  DYNAMIC HEIGHT  -        359.469 (meters)     1179.36  (feet) COMP
 NM1075  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 NM1075
 NM1075  VERT ORDER      -  SECOND    CLASS 0
 NM1075
 NM1075.The horizontal coordinates were scaled from a map and have
 NM1075.an estimated accuracy of +/- 6 seconds.
 NM1075
 NM1075.The orthometric height was determined by differential leveling and
 NM1075.adjusted by the NATIONAL GEODETIC SURVEY
 NM1075.in June 1991.
 NM1075
 NM1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1075.GEOID18 height accuracy estimate available here.
 NM1075
 NM1075.Click photographs - Photos may exist for this station.
 NM1075
 NM1075.The dynamic height is computed by dividing the NAVD 88
 NM1075.geopotential number by the normal gravity value computed on the
 NM1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1075.degrees latitude (g = 980.6199 gals.).
 NM1075
 NM1075.The modeled gravity was interpolated from observed gravity values.
 NM1075
 NM1075;                    North         East    Units  Estimated Accuracy
 NM1075;SPC SD S     -    65,070.      842,550.      MT  (+/- 180 meters Scaled)
 NM1075
 NM1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN336487(NAD 83)
 NM1075
 NM1075                          SUPERSEDED SURVEY CONTROL
 NM1075
 NM1075  NGVD 29 (??/??/92)  359.372  (m)         1179.04   (f) ADJ UNCH    2 0
 NM1075
 NM1075.Superseded values are not recommended for survey control.
 NM1075
 NM1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1075.See file dsdata.pdf to determine how the superseded data were derived.
 NM1075
 NM1075_MARKER: DB = BENCH MARK DISK
 NM1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1075_STAMPING: R 342 1949
 NM1075_MARK LOGO: CGS
 NM1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1075+STABILITY: SURFACE MOTION
 NM1075
 NM1075  HISTORY     - Date     Condition        Report By
 NM1075  HISTORY     - 1949     MONUMENTED       CGS
 NM1075  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM1075
 NM1075                          STATION DESCRIPTION
 NM1075
 NM1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1075'1.7 MI E FROM YANKTON.
 NM1075'1.7 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1075'YANKTON, AT THE HOME OF AUGUST SCHULDT, 170 FEET NORTH OF THE
 NM1075'CENTER LINE OF THE HIGHWAY, 122.0 FEET WEST OF THE NORTHWEST
 NM1075'CORNER OF THE HOUSE, 44.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 NM1075'OF THE GREAT NORTHERN RAILROAD TRACK, 26.0 FEET NORTHEAST OF A
 NM1075'FENCE CORNER POST, 29 FEET NORTHWEST OF THE CENTER LINE OF A
 NM1075'PRIVATE DRIVE-WAY, 1.0 FOOT SOUTHEAST OF A 4-FOOT WOVEN WIRE
 NM1075'FENCE, 1.2 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 NM1075'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1075
 NM1075                          STATION RECOVERY (1993)
 NM1075
 NM1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1075'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1038 ***********************************************************************
 NM1038  DESIGNATION -  R 343
 NM1038  PID         -  NM1038
 NM1038  STATE/COUNTY-  SD/CLAY
 NM1038  COUNTRY     -  US
 NM1038  USGS QUAD   -  MECKLING (2017)
 NM1038
 NM1038                         *CURRENT SURVEY CONTROL
 NM1038  ______________________________________________________________________
 NM1038* NAD 83(1986) POSITION- 42 46 22.     (N) 097 07 15.     (W)   SCALED
 NM1038* NAVD 88 ORTHO HEIGHT -   353.301 (meters)     1159.12  (feet) ADJUSTED
 NM1038  ______________________________________________________________________
 NM1038  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 NM1038  DYNAMIC HEIGHT  -        353.196 (meters)     1158.78  (feet) COMP
 NM1038  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 NM1038
 NM1038  VERT ORDER      -  SECOND    CLASS 0
 NM1038
 NM1038.The horizontal coordinates were scaled from a map and have
 NM1038.an estimated accuracy of +/- 6 seconds.
 NM1038
 NM1038.The orthometric height was determined by differential leveling and
 NM1038.adjusted by the NATIONAL GEODETIC SURVEY
 NM1038.in June 1991.
 NM1038
 NM1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1038.GEOID18 height accuracy estimate available here.
 NM1038
 NM1038.Click photographs - Photos may exist for this station.
 NM1038
 NM1038.The dynamic height is computed by dividing the NAVD 88
 NM1038.geopotential number by the normal gravity value computed on the
 NM1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1038.degrees latitude (g = 980.6199 gals.).
 NM1038
 NM1038.The modeled gravity was interpolated from observed gravity values.
 NM1038
 NM1038;                    North         East    Units  Estimated Accuracy
 NM1038;SPC SD S     -    53,900.      862,850.      MT  (+/- 180 meters Scaled)
 NM1038
 NM1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN537372(NAD 83)
 NM1038
 NM1038                          SUPERSEDED SURVEY CONTROL
 NM1038
 NM1038  NGVD 29 (??/??/92)  353.095  (m)         1158.45   (f) ADJ UNCH    2 0
 NM1038
 NM1038.Superseded values are not recommended for survey control.
 NM1038
 NM1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1038.See file dsdata.pdf to determine how the superseded data were derived.
 NM1038
 NM1038_MARKER: DB = BENCH MARK DISK
 NM1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1038_SP_SET: TRANSMISSION TOWER BASE
 NM1038_STAMPING: R 343 1949
 NM1038_MARK LOGO: CGS
 NM1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1038
 NM1038  HISTORY     - Date     Condition        Report By
 NM1038  HISTORY     - 1949     MONUMENTED       CGS
 NM1038
 NM1038                          STATION DESCRIPTION
 NM1038
 NM1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1038'7.6 MI SW FROM MECKLING.
 NM1038'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1038'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1038'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 4.95 MILES
 NM1038'SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF HERMAN HANSEN,
 NM1038'SET IN THE TOP OF THE CONCRETE BASE OF THE NORTHWEST LEG OF A
 NM1038'STEEL TRANSMISSION LINE TOWER, 23 FEET EAST OF THE CENTER LINE
 NM1038'OF THE ROAD, 10.0 FEET WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0353 ***********************************************************************
 PR0353  DESIGNATION -  R 344
 PR0353  PID         -  PR0353
 PR0353  STATE/COUNTY-  SD/DEUEL
 PR0353  COUNTRY     -  US
 PR0353  USGS QUAD   -  ESTELLINE SE (2017)
 PR0353
 PR0353                         *CURRENT SURVEY CONTROL
 PR0353  ______________________________________________________________________
 PR0353* NAD 83(1986) POSITION- 44 34 21.     (N) 096 48 53.     (W)   SCALED
 PR0353* NAVD 88 ORTHO HEIGHT -   540.454 (meters)     1773.14  (feet) ADJUSTED
 PR0353  ______________________________________________________________________
 PR0353  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 PR0353  DYNAMIC HEIGHT  -        540.369 (meters)     1772.86  (feet) COMP
 PR0353  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 PR0353
 PR0353  VERT ORDER      -  SECOND    CLASS 0
 PR0353
 PR0353.The horizontal coordinates were scaled from a map and have
 PR0353.an estimated accuracy of +/- 6 seconds.
 PR0353
 PR0353.The orthometric height was determined by differential leveling and
 PR0353.adjusted by the NATIONAL GEODETIC SURVEY
 PR0353.in June 1991.
 PR0353
 PR0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0353.GEOID18 height accuracy estimate available here.
 PR0353
 PR0353.Click photographs - Photos may exist for this station.
 PR0353
 PR0353.The dynamic height is computed by dividing the NAVD 88
 PR0353.geopotential number by the normal gravity value computed on the
 PR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0353.degrees latitude (g = 980.6199 gals.).
 PR0353
 PR0353.The modeled gravity was interpolated from observed gravity values.
 PR0353
 PR0353;                    North         East    Units  Estimated Accuracy
 PR0353;SPC SD N     -    87,120.      852,940.      MT  (+/- 180 meters Scaled)
 PR0353
 PR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ735377(NAD 83)
 PR0353
 PR0353                          SUPERSEDED SURVEY CONTROL
 PR0353
 PR0353  NGVD 29 (??/??/92)  540.168  (m)         1772.20   (f) ADJ UNCH    2 0
 PR0353
 PR0353.Superseded values are not recommended for survey control.
 PR0353
 PR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0353.See file dsdata.pdf to determine how the superseded data were derived.
 PR0353
 PR0353_MARKER: DB = BENCH MARK DISK
 PR0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0353_STAMPING: R 344 1949
 PR0353_MARK LOGO: CGS
 PR0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0353+STABILITY: SURFACE MOTION
 PR0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0353+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0353
 PR0353  HISTORY     - Date     Condition        Report By
 PR0353  HISTORY     - 1949     MONUMENTED       CGS
 PR0353  HISTORY     - 19900703 GOOD             NGS
 PR0353
 PR0353                          STATION DESCRIPTION
 PR0353
 PR0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0353'4.4 MI E FROM ESTELLINE.
 PR0353'4.35 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0353'NORTH WESTERN RAILROAD STATION AT ESTELLINE, AT THE FARM HOME
 PR0353'OF MRS. DELLE SIMONSON, 245.0 FEET NORTHWEST OF THE NORTHWEST
 PR0353'CORNER OF THE HOUSE, 105 FEET SOUTH OF THE CENTER LINE OF THE
 PR0353'HIGHWAY, 54 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 PR0353'1.7 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 PR0353'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PR0353
 PR0353                          STATION RECOVERY (1990)
 PR0353
 PR0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0353'7.0 KM (4.3 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 PR0353'MAIN STREET IN ESTELLINE, 74.6 M (244.8 FT) NORTHWEST OF THE
 PR0353'NORTHWEST CORNER OF A HOUSE, 32.0 M (105.0 FT) SOUTH OF THE
 PR0353'CENTERLINE OF THE HIGHWAY, 16.4 M (53.8 FT) WEST OF THE CENTER OF A
 PR0353'DRIVEWAY, 16.3 M (53.5 FT) SOUTH OF A WITNESS POST AND FENCE, 1.0 M
 PR0353'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 PR0353'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0461 ***********************************************************************
 PS0461  DESIGNATION -  R 349
 PS0461  PID         -  PS0461
 PS0461  STATE/COUNTY-  SD/LYMAN
 PS0461  COUNTRY     -  US
 PS0461  USGS QUAD   -  LOWER BRULE NE (2017)
 PS0461
 PS0461                         *CURRENT SURVEY CONTROL
 PS0461  ______________________________________________________________________
 PS0461* NAD 83(1986) POSITION- 44 09 04.     (N) 099 35 08.     (W)   SCALED
 PS0461* NAVD 88 ORTHO HEIGHT -   454.657 (meters)     1491.65  (feet) ADJUSTED
 PS0461  ______________________________________________________________________
 PS0461  GEOID HEIGHT    -        -24.431 (meters)                     GEOID18
 PS0461  DYNAMIC HEIGHT  -        454.559 (meters)     1491.33  (feet) COMP
 PS0461  MODELED GRAVITY -    980,389.4   (mgal)                       NAVD 88
 PS0461
 PS0461  VERT ORDER      -  FIRST     CLASS II
 PS0461
 PS0461.The horizontal coordinates were scaled from a map and have
 PS0461.an estimated accuracy of +/- 6 seconds.
 PS0461
 PS0461.The orthometric height was determined by differential leveling and
 PS0461.adjusted by the NATIONAL GEODETIC SURVEY
 PS0461.in June 1991.
 PS0461
 PS0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0461.GEOID18 height accuracy estimate available here.
 PS0461
 PS0461.Click photographs - Photos may exist for this station.
 PS0461
 PS0461.The dynamic height is computed by dividing the NAVD 88
 PS0461.geopotential number by the normal gravity value computed on the
 PS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0461.degrees latitude (g = 980.6199 gals.).
 PS0461
 PS0461.The modeled gravity was interpolated from observed gravity values.
 PS0461
 PS0461;                    North         East    Units  Estimated Accuracy
 PS0461;SPC SD S     -   202,210.      659,820.      MT  (+/- 180 meters Scaled)
 PS0461
 PS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP531888(NAD 83)
 PS0461
 PS0461                          SUPERSEDED SURVEY CONTROL
 PS0461
 PS0461  NGVD 29 (??/??/92)  454.330  (m)         1490.58   (f) ADJ UNCH    1 2
 PS0461
 PS0461.Superseded values are not recommended for survey control.
 PS0461
 PS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0461.See file dsdata.pdf to determine how the superseded data were derived.
 PS0461
 PS0461_MARKER: DB = BENCH MARK DISK
 PS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0461_STAMPING: R 349 1949
 PS0461_MARK LOGO: CGS
 PS0461_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0461+STABILITY: SURFACE MOTION
 PS0461
 PS0461  HISTORY     - Date     Condition        Report By
 PS0461  HISTORY     - 1949     MONUMENTED       CGS
 PS0461
 PS0461                          STATION DESCRIPTION
 PS0461
 PS0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0461'5.8 MI N FROM LOWER BRULE.
 PS0461'5.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0461'LOWER BRULE, AT A T-JUNCTION, ON THE OUTSIDE OF A CURVE IN THE
 PS0461'MAIN ROAD WITH TANGENTS LEADING NORTH AND EAST, ABOUT ON THE
 PS0461'PROJECTED CENTER LINE OF THE NORTH TANGENT, 133 FEET SOUTH
 PS0461'OF THE CENTER LINE OF A FIELD ROAD LEADING WEST, ON THE EAST
 PS0461'SLOPE OF A HILL, 2 FEET SOUTHWEST OF A CORNER FENCE POST,
 PS0461'1.1 FEET WEST OF A FENCE, 2 FEET NORTH OF A REFERENCE POST,
 PS0461'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 PS0461'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0059 ***********************************************************************
 QR0059  DESIGNATION -  R 350
 QR0059  PID         -  QR0059
 QR0059  STATE/COUNTY-  SD/BROWN
 QR0059  COUNTRY     -  US
 QR0059  USGS QUAD   -  BATH (2017)
 QR0059
 QR0059                         *CURRENT SURVEY CONTROL
 QR0059  ______________________________________________________________________
 QR0059* NAD 83(1986) POSITION- 45 27 59.     (N) 098 20 44.     (W)   SCALED
 QR0059* NAVD 88 ORTHO HEIGHT -   393.854 (meters)     1292.17  (feet) ADJUSTED
 QR0059  ______________________________________________________________________
 QR0059  GEOID HEIGHT    -        -24.636 (meters)                     GEOID18
 QR0059  DYNAMIC HEIGHT  -        393.825 (meters)     1292.07  (feet) COMP
 QR0059  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 QR0059
 QR0059  VERT ORDER      -  SECOND    CLASS 0
 QR0059
 QR0059.The horizontal coordinates were scaled from a map and have
 QR0059.an estimated accuracy of +/- 6 seconds.
 QR0059
 QR0059.The orthometric height was determined by differential leveling and
 QR0059.adjusted by the NATIONAL GEODETIC SURVEY
 QR0059.in June 1991.
 QR0059
 QR0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0059.GEOID18 height accuracy estimate available here.
 QR0059
 QR0059.Click photographs - Photos may exist for this station.
 QR0059
 QR0059.The dynamic height is computed by dividing the NAVD 88
 QR0059.geopotential number by the normal gravity value computed on the
 QR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0059.degrees latitude (g = 980.6199 gals.).
 QR0059
 QR0059.The modeled gravity was interpolated from observed gravity values.
 QR0059
 QR0059;                    North         East    Units  Estimated Accuracy
 QR0059;SPC SD N     -   182,800.      729,370.      MT  (+/- 180 meters Scaled)
 QR0059
 QR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR511349(NAD 83)
 QR0059
 QR0059                          SUPERSEDED SURVEY CONTROL
 QR0059
 QR0059  NGVD 29 (??/??/92)  393.563  (m)         1291.21   (f) ADJ UNCH    2 0
 QR0059
 QR0059.Superseded values are not recommended for survey control.
 QR0059
 QR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0059.See file dsdata.pdf to determine how the superseded data were derived.
 QR0059
 QR0059_MARKER: DB = BENCH MARK DISK
 QR0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0059_SP_SET: HEADWALL
 QR0059_STAMPING: R 350 1957
 QR0059_MARK LOGO: CGS
 QR0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0059+STABILITY: SURFACE MOTION
 QR0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0059+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0059
 QR0059  HISTORY     - Date     Condition        Report By
 QR0059  HISTORY     - 1957     MONUMENTED       CGS
 QR0059  HISTORY     - 19970314 GOOD             NGS
 QR0059
 QR0059                          STATION DESCRIPTION
 QR0059
 QR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QR0059'7.2 MI E FROM ABERDEEN.
 QR0059'7.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0059'RAILROAD FROM ABERDEEN.  0.25 MILE EAST OF A FARM ROAD CROSSING,
 QR0059'100 FT. WEST OF MILE POST 700, 0.15 MILES EAST OF SEMAPHORE NO.
 QR0059'700.1, 14.6 FT. N. OF CL OF TRACK.  A STANDARD B.M. DISK STAMPED
 QR0059'R 350 1957 SET IN A DRILL HOLE IN WEST END OF THE HEADWALL OF A
 QR0059'12 X 12 CONCRETE CULVERT.  ABOUT 3.5 FT. LOWER THAN THE TRACK.
 QR0059
 QR0059                          STATION RECOVERY (1997)
 QR0059
 QR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0059'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE EAST
 QR0059'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.9 KM (0.55 MI)
 QR0059'NORTHERLY ALONG 394 AVENUE, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE
 QR0059'BURLINGTON NORTHERN RAILROAD, IN TOP OF AND 0.7 M (2.3 FT) EAST OF
 QR0059'WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK,
 QR0059'28.2 M (92.5 FT) WEST OF RAILROAD MILEPOST 700, 3.9 M (12.8 FT) NORTH
 QR0059'OF THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0637 ***********************************************************************
 PU0637  DESIGNATION -  R 355
 PU0637  PID         -  PU0637
 PU0637  STATE/COUNTY-  SD/PENNINGTON
 PU0637  COUNTRY     -  US
 PU0637  USGS QUAD   -  OWANKA (2017)
 PU0637
 PU0637                         *CURRENT SURVEY CONTROL
 PU0637  ______________________________________________________________________
 PU0637* NAD 83(1986) POSITION- 44 05 45.     (N) 102 36 39.     (W)   SCALED
 PU0637* NAVD 88 ORTHO HEIGHT -   881.198 (meters)     2891.06  (feet) ADJUSTED
 PU0637  ______________________________________________________________________
 PU0637  GEOID HEIGHT    -        -18.078 (meters)                     GEOID18
 PU0637  DYNAMIC HEIGHT  -        880.925 (meters)     2890.17  (feet) COMP
 PU0637  MODELED GRAVITY -    980,278.8   (mgal)                       NAVD 88
 PU0637
 PU0637  VERT ORDER      -  SECOND    CLASS 0
 PU0637
 PU0637.The horizontal coordinates were scaled from a map and have
 PU0637.an estimated accuracy of +/- 6 seconds.
 PU0637
 PU0637.The orthometric height was determined by differential leveling and
 PU0637.adjusted by the NATIONAL GEODETIC SURVEY
 PU0637.in June 1991.
 PU0637
 PU0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0637.GEOID18 height accuracy estimate available here.
 PU0637
 PU0637.Click photographs - Photos may exist for this station.
 PU0637
 PU0637.The dynamic height is computed by dividing the NAVD 88
 PU0637.geopotential number by the normal gravity value computed on the
 PU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0637.degrees latitude (g = 980.6199 gals.).
 PU0637
 PU0637.The modeled gravity was interpolated from observed gravity values.
 PU0637
 PU0637;                    North         East    Units  Estimated Accuracy
 PU0637;SPC SD S     -   198,300.      417,660.      MT  (+/- 180 meters Scaled)
 PU0637
 PU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ912852(NAD 83)
 PU0637
 PU0637                          SUPERSEDED SURVEY CONTROL
 PU0637
 PU0637  NGVD 29 (??/??/92)  880.727  (m)         2889.52   (f) ADJ UNCH    2 0
 PU0637
 PU0637.Superseded values are not recommended for survey control.
 PU0637
 PU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0637.See file dsdata.pdf to determine how the superseded data were derived.
 PU0637
 PU0637_MARKER: DB = BENCH MARK DISK
 PU0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0637_STAMPING: R 355 1961
 PU0637_MARK LOGO: CGS
 PU0637_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0637+STABILITY: SURFACE MOTION
 PU0637
 PU0637  HISTORY     - Date     Condition        Report By
 PU0637  HISTORY     - 1961     MONUMENTED       CGS
 PU0637
 PU0637                          STATION DESCRIPTION
 PU0637
 PU0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0637'1 MI W FROM WICKVILLE.
 PU0637'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0637'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 1.0 MILE, 51
 PU0637'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 7 FEET EAST OF A TELEPHONE
 PU0637'POLE, 2 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 PU0637'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0012 ***********************************************************************
 PV0012  DESIGNATION -  R 358
 PV0012  PID         -  PV0012
 PV0012  STATE/COUNTY-  SD/BUTTE
 PV0012  COUNTRY     -  US
 PV0012  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0012
 PV0012                         *CURRENT SURVEY CONTROL
 PV0012  ______________________________________________________________________
 PV0012* NAD 83(1986) POSITION- 44 48 39.     (N) 104 03 24.     (W)   SCALED
 PV0012* NAVD 88 ORTHO HEIGHT -   974.531 (meters)     3197.27  (feet) ADJUSTED
 PV0012  ______________________________________________________________________
 PV0012  GEOID HEIGHT    -        -15.120 (meters)                     GEOID18
 PV0012  DYNAMIC HEIGHT  -        974.276 (meters)     3196.44  (feet) COMP
 PV0012  MODELED GRAVITY -    980,321.9   (mgal)                       NAVD 88
 PV0012
 PV0012  VERT ORDER      -  FIRST     CLASS II
 PV0012
 PV0012.The horizontal coordinates were scaled from a map and have
 PV0012.an estimated accuracy of +/- 6 seconds.
 PV0012
 PV0012.The orthometric height was determined by differential leveling and
 PV0012.adjusted by the NATIONAL GEODETIC SURVEY
 PV0012.in July 1998.
 PV0012
 PV0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0012.GEOID18 height accuracy estimate available here.
 PV0012
 PV0012.Click photographs - Photos may exist for this station.
 PV0012
 PV0012.The dynamic height is computed by dividing the NAVD 88
 PV0012.geopotential number by the normal gravity value computed on the
 PV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0012.degrees latitude (g = 980.6199 gals.).
 PV0012
 PV0012.The modeled gravity was interpolated from observed gravity values.
 PV0012
 PV0012;                    North         East    Units  Estimated Accuracy
 PV0012;SPC SD N     -   116,660.      279,250.      MT  (+/- 180 meters Scaled)
 PV0012
 PV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK745623(NAD 83)
 PV0012
 PV0012                          SUPERSEDED SURVEY CONTROL
 PV0012
 PV0012  NAVD 88 (06/15/91)  974.445  (m)         3196.99   (f) SUPERSEDED  1 2
 PV0012  NGVD 29 (??/??/92)  973.966  (m)         3195.42   (f) ADJ UNCH    1 2
 PV0012
 PV0012.Superseded values are not recommended for survey control.
 PV0012
 PV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0012.See file dsdata.pdf to determine how the superseded data were derived.
 PV0012
 PV0012_MARKER: DB = BENCH MARK DISK
 PV0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0012_STAMPING: R 358 1962
 PV0012_MARK LOGO: CGS
 PV0012_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0012+STABILITY: SURFACE MOTION
 PV0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0012+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 PV0012
 PV0012  HISTORY     - Date     Condition        Report By
 PV0012  HISTORY     - 1962     MONUMENTED       CGS
 PV0012  HISTORY     - 19950930 GOOD             NGS
 PV0012  HISTORY     - 20180918 GOOD             SDDT
 PV0012
 PV0012                          STATION DESCRIPTION
 PV0012
 PV0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0012'12.9 MI NW FROM BELLE FOURCHE.
 PV0012'12.9 MILE NORTHWEST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 PV0012'WITH U.S. HIGHWAY 85 IN BELLE FOURCHE.  AT THE SOUTH
 PV0012'DAKOTA-WYOMING STATE LINE.  72 FEET SOUTHWEST OF THE CENTERLINE
 PV0012'OF THE HIGHWAY, 51 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 PV0012'NORTHWEST OF TELEPHONE POLE NO. 248, 1.7 FEET SOUTHEAST OF A
 PV0012'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN TOP OF A
 PV0012'CONCRETE POST.
 PV0012
 PV0012                          STATION RECOVERY (1995)
 PV0012
 PV0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PV0012'21.7 KM (13.50 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PV0012'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, AT THE WYOMING-SOUTH
 PV0012'DAKOTA STATE LINE, 21.9 M (71.9 FT) SOUTHWEST OF THE HIGHWAY
 PV0012'CENTERLINE, 15.5 M (50.9 FT) NORTHEAST OF THE NEAR RAIL OF THE DAKOTA
 PV0012'MINNESOTA EASTERN RAILROAD, 1.0 M (3.3 FT) SOUTHEAST OF AN UNDERGROUND
 PV0012'CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 PV0012'M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 PV0012'M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT
 PV0012'AND IS LEANING TO THE NORTHWEST, BUT IT IS SOLID IN PLACE.  THE DATUM
 PV0012'POINT IS THE HIGHEST POINT OF THE DISK. USE WITH CAUTION--MARK IS
 PV0012'SUBJECT TO SURFACE MOTION.  VERTICAL INSTABILITY IS PROBABLY CAUSED BY
 PV0012'SHRINKING AND SWELLING OF A SURROUNDING BENTONITE DEPOSIT DUE TO
 PV0012'CHANGES IN MOISTURE CONTENT.
 PV0012
 PV0012                          STATION RECOVERY (2018)
 PV0012
 PV0012'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PV0012'MARK FOUND AND CONDITION THE EXACT SAME AS THE 1995 RECOVERY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1997 ***********************************************************************
 PU1997  DESIGNATION -  R 359
 PU1997  PID         -  PU1997
 PU1997  STATE/COUNTY-  SD/BUTTE
 PU1997  COUNTRY     -  US
 PU1997  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1997
 PU1997                         *CURRENT SURVEY CONTROL
 PU1997  ______________________________________________________________________
 PU1997* NAD 83(1986) POSITION- 44 38 23.     (N) 103 57 19.     (W)   SCALED
 PU1997* NAVD 88 ORTHO HEIGHT -   982.786 (meters)     3224.36  (feet) ADJUSTED
 PU1997  ______________________________________________________________________
 PU1997  GEOID HEIGHT    -        -15.022 (meters)                     GEOID18
 PU1997  DYNAMIC HEIGHT  -        982.495 (meters)     3223.40  (feet) COMP
 PU1997  MODELED GRAVITY -    980,287.3   (mgal)                       NAVD 88
 PU1997
 PU1997  VERT ORDER      -  SECOND    CLASS 0
 PU1997
 PU1997.The horizontal coordinates were scaled from a map and have
 PU1997.an estimated accuracy of +/- 6 seconds.
 PU1997
 PU1997.The orthometric height was determined by differential leveling and
 PU1997.adjusted by the NATIONAL GEODETIC SURVEY
 PU1997.in June 1991.
 PU1997
 PU1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1997.GEOID18 height accuracy estimate available here.
 PU1997
 PU1997.Click photographs - Photos may exist for this station.
 PU1997
 PU1997.The dynamic height is computed by dividing the NAVD 88
 PU1997.geopotential number by the normal gravity value computed on the
 PU1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1997.degrees latitude (g = 980.6199 gals.).
 PU1997
 PU1997.The modeled gravity was interpolated from observed gravity values.
 PU1997
 PU1997;                    North         East    Units  Estimated Accuracy
 PU1997;SPC SD N     -    97,270.      286,330.      MT  (+/- 180 meters Scaled)
 PU1997
 PU1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK828434(NAD 83)
 PU1997
 PU1997                          SUPERSEDED SURVEY CONTROL
 PU1997
 PU1997  NGVD 29 (??/??/92)  982.277  (m)         3222.69   (f) ADJ UNCH    2 0
 PU1997
 PU1997.Superseded values are not recommended for survey control.
 PU1997
 PU1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1997.See file dsdata.pdf to determine how the superseded data were derived.
 PU1997
 PU1997_MARKER: DB = BENCH MARK DISK
 PU1997_SETTING: 66 = SET IN ROCK OUTCROP
 PU1997_STAMPING: R 359 1962
 PU1997_MARK LOGO: CGS
 PU1997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1997+STABILITY: POSITION/ELEVATION WELL
 PU1997
 PU1997  HISTORY     - Date     Condition        Report By
 PU1997  HISTORY     - 1962     MONUMENTED       CGS
 PU1997
 PU1997                          STATION DESCRIPTION
 PU1997
 PU1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1997'6.2 MI WSW FROM BELLE FOURCHE.
 PU1997'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1997'BELLE FOURCHE, THENCE 4.85 MILE WEST ALONG STATE HIGHWAY 34,
 PU1997'SET IN A ROCK OUTCROP, 60.5 FEET SOUTH OF THE CENTERLINE OF THE
 PU1997'HIGHWAY, 11.5 FEET NORTH OF A FENCE LINE, 3.3 FEET NORTH OF A
 PU1997'WITNESS POST, ABOUT 3 FEET ABOVE THE HIGHWAY AND DRILLED IN
 PU1997'HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0151 ***********************************************************************
 OR0151  DESIGNATION -  R 36
 OR0151  PID         -  OR0151
 OR0151  STATE/COUNTY-  SD/CHARLES MIX
 OR0151  COUNTRY     -  US
 OR0151  USGS QUAD   -  BOVEE (2017)
 OR0151
 OR0151                         *CURRENT SURVEY CONTROL
 OR0151  ______________________________________________________________________
 OR0151* NAD 83(1986) POSITION- 43 20 33.     (N) 098 50 41.     (W)   SCALED
 OR0151* NAVD 88 ORTHO HEIGHT -   490.784 (meters)     1610.18  (feet) ADJUSTED
 OR0151  ______________________________________________________________________
 OR0151  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 OR0151  DYNAMIC HEIGHT  -        490.625 (meters)     1609.66  (feet) COMP
 OR0151  MODELED GRAVITY -    980,281.7   (mgal)                       NAVD 88
 OR0151
 OR0151  VERT ORDER      -  FIRST     CLASS II
 OR0151
 OR0151.The horizontal coordinates were scaled from a map and have
 OR0151.an estimated accuracy of +/- 6 seconds.
 OR0151
 OR0151.The orthometric height was determined by differential leveling and
 OR0151.adjusted by the NATIONAL GEODETIC SURVEY
 OR0151.in June 1991.
 OR0151
 OR0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0151.GEOID18 height accuracy estimate available here.
 OR0151
 OR0151.Click photographs - Photos may exist for this station.
 OR0151
 OR0151.The dynamic height is computed by dividing the NAVD 88
 OR0151.geopotential number by the normal gravity value computed on the
 OR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0151.degrees latitude (g = 980.6199 gals.).
 OR0151
 OR0151.The modeled gravity was interpolated from observed gravity values.
 OR0151
 OR0151;                    North         East    Units  Estimated Accuracy
 OR0151;SPC SD S     -   113,190.      720,690.      MT  (+/- 180 meters Scaled)
 OR0151
 OR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN125988(NAD 83)
 OR0151
 OR0151                          SUPERSEDED SURVEY CONTROL
 OR0151
 OR0151  NGVD 29 (??/??/92)  490.446  (m)         1609.07   (f) ADJ UNCH    1 2
 OR0151
 OR0151.Superseded values are not recommended for survey control.
 OR0151
 OR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0151.See file dsdata.pdf to determine how the superseded data were derived.
 OR0151
 OR0151_MARKER: DB = BENCH MARK DISK
 OR0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0151_STAMPING: 1609.072 R 36 1933
 OR0151_MARK LOGO: CGS
 OR0151_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0151+STABILITY: SURFACE MOTION
 OR0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0151+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2012
 OR0151
 OR0151  HISTORY     - Date     Condition        Report By
 OR0151  HISTORY     - 1933     MONUMENTED       CGS
 OR0151  HISTORY     - 1945     GOOD             CGS
 OR0151  HISTORY     - 20121210 GOOD             INDIV
 OR0151
 OR0151                          STATION DESCRIPTION
 OR0151
 OR0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0151'2.8 MI S FROM PLATTE.
 OR0151'2.8 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM PLATTE, CHARLES MIX
 OR0151'COUNTY, 150 FEET NORTH OF A LANE LEADING TO A WHITE HOUSE ON THE
 OR0151'WEST SIDE OF THE HIGHWAY, 41 FEET WEST OF THE CENTER LINE OF THE
 OR0151'HIGHWAY, 6 FEET NORTHEAST OF AN 8-INCH ELM TREE, AND 5 FEET WEST
 OR0151'AND 2 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 OR0151'1609.072 R 36 1933 AND SET IN THE TOP OF A CONCRETE POST
 OR0151'PROJECTING 3 INCHES ABOVE GROUND.
 OR0151
 OR0151                          STATION RECOVERY (1945)
 OR0151
 OR0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 OR0151'RECOVERED IN GOOD CONDITION.
 OR0151
 OR0151                          STATION RECOVERY (2012)
 OR0151
 OR0151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1351 ***********************************************************************
 PU1351  DESIGNATION -  R 360
 PU1351  PID         -  PU1351
 PU1351  STATE/COUNTY-  SD/BUTTE
 PU1351  COUNTRY     -  US
 PU1351  USGS QUAD   -  NEWELL (2017)
 PU1351
 PU1351                         *CURRENT SURVEY CONTROL
 PU1351  ______________________________________________________________________
 PU1351* NAD 83(1986) POSITION- 44 40 35.     (N) 103 29 44.     (W)   SCALED
 PU1351* NAVD 88 ORTHO HEIGHT -   855.707 (meters)     2807.43  (feet) ADJUSTED
 PU1351  ______________________________________________________________________
 PU1351  GEOID HEIGHT    -        -16.161 (meters)                     GEOID18
 PU1351  DYNAMIC HEIGHT  -        855.486 (meters)     2806.71  (feet) COMP
 PU1351  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 PU1351
 PU1351  VERT ORDER      -  FIRST     CLASS II
 PU1351
 PU1351.The horizontal coordinates were scaled from a map and have
 PU1351.an estimated accuracy of +/- 6 seconds.
 PU1351
 PU1351.The orthometric height was determined by differential leveling and
 PU1351.adjusted by the NATIONAL GEODETIC SURVEY
 PU1351.in June 1991.
 PU1351
 PU1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1351.GEOID18 height accuracy estimate available here.
 PU1351
 PU1351.Click photographs - Photos may exist for this station.
 PU1351
 PU1351.The dynamic height is computed by dividing the NAVD 88
 PU1351.geopotential number by the normal gravity value computed on the
 PU1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1351.degrees latitude (g = 980.6199 gals.).
 PU1351
 PU1351.The modeled gravity was interpolated from observed gravity values.
 PU1351
 PU1351;                    North         East    Units  Estimated Accuracy
 PU1351;SPC SD N     -    99,670.      322,940.      MT  (+/- 180 meters Scaled)
 PU1351
 PU1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK192481(NAD 83)
 PU1351
 PU1351                          SUPERSEDED SURVEY CONTROL
 PU1351
 PU1351  NGVD 29 (??/??/92)  855.225  (m)         2805.85   (f) ADJ UNCH    1 2
 PU1351
 PU1351.Superseded values are not recommended for survey control.
 PU1351
 PU1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1351.See file dsdata.pdf to determine how the superseded data were derived.
 PU1351
 PU1351_MARKER: DB = BENCH MARK DISK
 PU1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1351_STAMPING: R 360 1962
 PU1351_MARK LOGO: CGS
 PU1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1351+STABILITY: SURFACE MOTION
 PU1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1351+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1351
 PU1351  HISTORY     - Date     Condition        Report By
 PU1351  HISTORY     - 1962     MONUMENTED       CGS
 PU1351  HISTORY     - 19951116 GOOD             NGS
 PU1351
 PU1351                          STATION DESCRIPTION
 PU1351
 PU1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1351'5.5 MI SW FROM NEWELL.
 PU1351'5.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST LUTHERAN
 PU1351'CHURCH AT NEWELL, ABOUT 0.8 MILE WEST OF A 155 FOOT BRIDGE OVER
 PU1351'OWL CREEK, ABOUT 0.1 MILE WEST OF A SIDE ROAD SOUTH, AND AT A
 PU1351'JUNCTION WITH A ROAD SOUTH TO A FIELD.  73.5 FEET SOUTH OF THE
 PU1351'CENTERLINE OF THE HIGHWAY, 22 FEET WEST OF THE CENTERLINE OF THE
 PU1351'DRIVE TO THE FIELD, 5.5 FEET WEST OF TELEPHONE POLE NO 8, 1.5
 PU1351'FEET NORTH OF A FENCE LINE, 1.6 FEET EAST OF A WITNESS POST,
 PU1351'5 FEET BELOW THE HIGHWAY, CONCRETE POST PROJECTING ABOUT
 PU1351'0.4 OF A FOOT.
 PU1351
 PU1351                          STATION RECOVERY (1995)
 PU1351
 PU1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1351'10.0 KM (6.20 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1351'STATE HIGHWAY 75 IN NEWELL, 86.0 M (282.2 FT) EAST OF MILEPOST 33,
 PU1351'22.4 M (73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) WEST
 PU1351'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.1 M (3.6 FT) WEST OF AN
 PU1351'UNDERGROUND CABLE JUNCTION BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PU1351'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 PU1351'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1400 ***********************************************************************
 PU1400  DESIGNATION -  R 361
 PU1400  PID         -  PU1400
 PU1400  STATE/COUNTY-  SD/MEADE
 PU1400  COUNTRY     -  US
 PU1400  USGS QUAD   -  BLACKHAWK (2017)
 PU1400
 PU1400                         *CURRENT SURVEY CONTROL
 PU1400  ______________________________________________________________________
 PU1400* NAD 83(1986) POSITION- 44 09 10.     (N) 103 18 32.     (W)   SCALED
 PU1400* NAVD 88 ORTHO HEIGHT -  1063.616 (meters)     3489.55  (feet) ADJUSTED
 PU1400  ______________________________________________________________________
 PU1400  GEOID HEIGHT    -        -15.459 (meters)                     GEOID18
 PU1400  DYNAMIC HEIGHT  -       1063.258 (meters)     3488.37  (feet) COMP
 PU1400  MODELED GRAVITY -    980,245.3   (mgal)                       NAVD 88
 PU1400
 PU1400  VERT ORDER      -  FIRST     CLASS II
 PU1400
 PU1400.The horizontal coordinates were scaled from a map and have
 PU1400.an estimated accuracy of +/- 6 seconds.
 PU1400
 PU1400.The orthometric height was determined by differential leveling and
 PU1400.adjusted by the NATIONAL GEODETIC SURVEY
 PU1400.in June 1991.
 PU1400
 PU1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1400.GEOID18 height accuracy estimate available here.
 PU1400
 PU1400.Click photographs - Photos may exist for this station.
 PU1400
 PU1400.The dynamic height is computed by dividing the NAVD 88
 PU1400.geopotential number by the normal gravity value computed on the
 PU1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1400.degrees latitude (g = 980.6199 gals.).
 PU1400
 PU1400.The modeled gravity was interpolated from observed gravity values.
 PU1400
 PU1400;                    North         East    Units  Estimated Accuracy
 PU1400;SPC SD N     -    40,910.      335,350.      MT  (+/- 180 meters Scaled)
 PU1400
 PU1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ352902(NAD 83)
 PU1400
 PU1400                          SUPERSEDED SURVEY CONTROL
 PU1400
 PU1400  NGVD 29 (??/??/92) 1063.122  (m)         3487.93   (f) ADJ UNCH    1 2
 PU1400
 PU1400.Superseded values are not recommended for survey control.
 PU1400
 PU1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1400.See file dsdata.pdf to determine how the superseded data were derived.
 PU1400
 PU1400_MARKER: DB = BENCH MARK DISK
 PU1400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1400_SP_SET: CULVERT HEADWALL
 PU1400_STAMPING: R 361 1962
 PU1400_MARK LOGO: CGS
 PU1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1400+STABILITY: SURFACE MOTION
 PU1400
 PU1400  HISTORY     - Date     Condition        Report By
 PU1400  HISTORY     - 1962     MONUMENTED       CGS
 PU1400  HISTORY     - 20110429 MARK NOT FOUND   INDIV
 PU1400
 PU1400                          STATION DESCRIPTION
 PU1400
 PU1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1400'7 MI NW FROM RAPID CITY.
 PU1400'ABOUT 7.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1400'RAILWAY FROM THE STATION AT RAPID CITY, 8 POLES OF 0.2 MILE
 PU1400'SOUTHEAST OF MILE POST 107, 118 FEET SOUTHWEST OF THE SOUTHWEST
 PU1400'RAIL OF THE TRACK, AT A THREE CHANNEL CONCRETE CULVERT UNDER STATE
 PU1400'HIGHWAY 79 AND U.S. HIGHWAY 14, 29 FEET NORTHEAST OF THE CENTER
 PU1400'LINE OF THE NORTHEAST LANE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 PU1400'HIGHWAY AND 4 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 PU1400'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF THE
 PU1400'CULVERT.
 PU1400
 PU1400                          STATION RECOVERY (2011)
 PU1400
 PU1400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1511 ***********************************************************************
 PU1511  DESIGNATION -  R 362
 PU1511  PID         -  PU1511
 PU1511  STATE/COUNTY-  SD/PENNINGTON
 PU1511  COUNTRY     -  US
 PU1511  USGS QUAD   -  BOX ELDER (2017)
 PU1511
 PU1511                         *CURRENT SURVEY CONTROL
 PU1511  ______________________________________________________________________
 PU1511* NAD 83(1986) POSITION- 44 06 40.     (N) 103 07 24.     (W)   SCALED
 PU1511* NAVD 88 ORTHO HEIGHT -   939.794 (meters)     3083.31  (feet) ADJUSTED
 PU1511  ______________________________________________________________________
 PU1511  GEOID HEIGHT    -        -16.434 (meters)                     GEOID18
 PU1511  DYNAMIC HEIGHT  -        939.488 (meters)     3082.30  (feet) COMP
 PU1511  MODELED GRAVITY -    980,260.1   (mgal)                       NAVD 88
 PU1511
 PU1511  VERT ORDER      -  FIRST     CLASS II
 PU1511
 PU1511.The horizontal coordinates were scaled from a map and have
 PU1511.an estimated accuracy of +/- 6 seconds.
 PU1511
 PU1511.The orthometric height was determined by differential leveling and
 PU1511.adjusted by the NATIONAL GEODETIC SURVEY
 PU1511.in September 1993.
 PU1511
 PU1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1511.GEOID18 height accuracy estimate available here.
 PU1511
 PU1511.Click photographs - Photos may exist for this station.
 PU1511
 PU1511.The dynamic height is computed by dividing the NAVD 88
 PU1511.geopotential number by the normal gravity value computed on the
 PU1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1511.degrees latitude (g = 980.6199 gals.).
 PU1511
 PU1511.The modeled gravity was interpolated from observed gravity values.
 PU1511
 PU1511;                    North         East    Units  Estimated Accuracy
 PU1511;SPC SD S     -   201,250.      376,700.      MT  (+/- 180 meters Scaled)
 PU1511
 PU1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ501859(NAD 83)
 PU1511
 PU1511                          SUPERSEDED SURVEY CONTROL
 PU1511
 PU1511  NAVD 88 (06/15/91)  939.779  (m)         3083.26   (f) SUPERSEDED  1 2
 PU1511  NGVD 29 (??/??/92)  939.309  (m)         3081.72   (f) ADJ UNCH    1 2
 PU1511
 PU1511.Superseded values are not recommended for survey control.
 PU1511
 PU1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1511.See file dsdata.pdf to determine how the superseded data were derived.
 PU1511
 PU1511_MARKER: DB = BENCH MARK DISK
 PU1511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1511_SP_SET: WINGWALL
 PU1511_STAMPING: R 362 1962
 PU1511_MARK LOGO: CGS
 PU1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1511+STABILITY: SURFACE MOTION
 PU1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1511+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 PU1511
 PU1511  HISTORY     - Date     Condition        Report By
 PU1511  HISTORY     - 1962     MONUMENTED       CGS
 PU1511  HISTORY     - 19910813 GOOD             NGS
 PU1511  HISTORY     - 20120820 MARK NOT FOUND   INDIV
 PU1511
 PU1511                          STATION DESCRIPTION
 PU1511
 PU1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1511'5.9 MI NE FROM RAPID CITY.
 PU1511'ABOUT 5.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1511'RAILWAY FROM THE STATION AT RAPID CITY, IN SECTION 23, T 2 N,
 PU1511'R 8 E, AT A CONCRETE BRIDGE OVER BOX ELDER CREEK ON OLD HIGHWAY
 PU1511'16, 105 FEET NORTHWEST OF THE NORTHWEST RAIL, 16 1/2 FEET
 PU1511'NORTHWEST OF THE CENTER LINE OF THE SERVICE ROAD, ABOUT 1 FOOT
 PU1511'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE WEST
 PU1511'CONCRETE WINGWALL OF THE BRIDGE.
 PU1511
 PU1511                          STATION RECOVERY (1991)
 PU1511
 PU1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1511'12.8 KM (7.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1511'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, IN TOP OF AND
 PU1511'0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE WINGWALL
 PU1511'OF A FRONTAGE ROAD BRIDGE SPANNING BOX ELDER CREEK, 15.7 M (51.5 FT)
 PU1511'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PU1511'5.0 M (16.4 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 0.2 M
 PU1511'(0.7 FT) WEST OF THE BRIDGE RAIL.
 PU1511
 PU1511                          STATION RECOVERY (2012)
 PU1511
 PU1511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0257 ***********************************************************************
 OT0257  DESIGNATION -  R 363
 OT0257  PID         -  OT0257
 OT0257  STATE/COUNTY-  SD/PENNINGTON
 OT0257  COUNTRY     -  US
 OT0257  USGS QUAD   -  CAPUTA NE (2017)
 OT0257
 OT0257                         *CURRENT SURVEY CONTROL
 OT0257  ______________________________________________________________________
 OT0257* NAD 83(1986) POSITION- 43 55 03.     (N) 102 45 17.     (W)   SCALED
 OT0257* NAVD 88 ORTHO HEIGHT -   787.220 (meters)     2582.74  (feet) ADJUSTED
 OT0257  ______________________________________________________________________
 OT0257  GEOID HEIGHT    -        -17.627 (meters)                     GEOID18
 OT0257  DYNAMIC HEIGHT  -        786.976 (meters)     2581.94  (feet) COMP
 OT0257  MODELED GRAVITY -    980,283.4   (mgal)                       NAVD 88
 OT0257
 OT0257  VERT ORDER      -  FIRST     CLASS II
 OT0257
 OT0257.The horizontal coordinates were scaled from a map and have
 OT0257.an estimated accuracy of +/- 6 seconds.
 OT0257
 OT0257.The orthometric height was determined by differential leveling and
 OT0257.adjusted by the NATIONAL GEODETIC SURVEY
 OT0257.in June 1991.
 OT0257
 OT0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0257.GEOID18 height accuracy estimate available here.
 OT0257
 OT0257.Click photographs - Photos may exist for this station.
 OT0257
 OT0257.The dynamic height is computed by dividing the NAVD 88
 OT0257.geopotential number by the normal gravity value computed on the
 OT0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0257.degrees latitude (g = 980.6199 gals.).
 OT0257
 OT0257.The modeled gravity was interpolated from observed gravity values.
 OT0257
 OT0257;                    North         East    Units  Estimated Accuracy
 OT0257;SPC SD S     -   178,820.      405,560.      MT  (+/- 180 meters Scaled)
 OT0257
 OT0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ802651(NAD 83)
 OT0257
 OT0257                          SUPERSEDED SURVEY CONTROL
 OT0257
 OT0257  NGVD 29 (??/??/92)  786.779  (m)         2581.29   (f) ADJ UNCH    1 2
 OT0257
 OT0257.Superseded values are not recommended for survey control.
 OT0257
 OT0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0257.See file dsdata.pdf to determine how the superseded data were derived.
 OT0257
 OT0257_MARKER: DB = BENCH MARK DISK
 OT0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0257_SP_SET: BRIDGE PIER
 OT0257_STAMPING: R 363 1962
 OT0257_MARK LOGO: CGS
 OT0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0257
 OT0257  HISTORY     - Date     Condition        Report By
 OT0257  HISTORY     - 1962     MONUMENTED       CGS
 OT0257
 OT0257                          STATION DESCRIPTION
 OT0257
 OT0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0257'26.8 MI SE FROM RAPID CITY.
 OT0257'ABOUT 26.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0257'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0257'RAILWAY STATION AT RAPID CITY, IN SECTION 36, T 1 S, R 11 E,
 OT0257'0.4 MILE EAST OF MILE POST 634, AT A STEEL GIRDER BRIDGE
 OT0257'OVER RAPID CREEK, 6 1/2 FEET NORTH OF THE NORTH RAIL, 2 FEET
 OT0257'NORTH OF THE NORTH EDGE OF A STEEL GIRDER OF THE BRIDGE,
 OT0257'4.0 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OT0257'OF THE NORTH END OF THE EAST CONCRETE PIER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0020 ***********************************************************************
 OT0020  DESIGNATION -  R 364
 OT0020  PID         -  OT0020
 OT0020  STATE/COUNTY-  SD/PENNINGTON
 OT0020  COUNTRY     -  US
 OT0020  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0020
 OT0020                         *CURRENT SURVEY CONTROL
 OT0020  ______________________________________________________________________
 OT0020* NAD 83(1986) POSITION- 43 42 59.     (N) 102 17 18.     (W)   SCALED
 OT0020* NAVD 88 ORTHO HEIGHT -   776.645 (meters)     2548.04  (feet) ADJUSTED
 OT0020  ______________________________________________________________________
 OT0020  GEOID HEIGHT    -        -18.968 (meters)                     GEOID18
 OT0020  DYNAMIC HEIGHT  -        776.388 (meters)     2547.20  (feet) COMP
 OT0020  MODELED GRAVITY -    980,262.7   (mgal)                       NAVD 88
 OT0020
 OT0020  VERT ORDER      -  FIRST     CLASS II
 OT0020
 OT0020.The horizontal coordinates were scaled from a map and have
 OT0020.an estimated accuracy of +/- 6 seconds.
 OT0020
 OT0020.The orthometric height was determined by differential leveling and
 OT0020.adjusted by the NATIONAL GEODETIC SURVEY
 OT0020.in June 1991.
 OT0020
 OT0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0020.GEOID18 height accuracy estimate available here.
 OT0020
 OT0020.Click photographs - Photos may exist for this station.
 OT0020
 OT0020.The dynamic height is computed by dividing the NAVD 88
 OT0020.geopotential number by the normal gravity value computed on the
 OT0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0020.degrees latitude (g = 980.6199 gals.).
 OT0020
 OT0020.The modeled gravity was interpolated from observed gravity values.
 OT0020
 OT0020;                    North         East    Units  Estimated Accuracy
 OT0020;SPC SD S     -   155,500.      442,480.      MT  (+/- 180 meters Scaled)
 OT0020
 OT0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ184439(NAD 83)
 OT0020
 OT0020                          SUPERSEDED SURVEY CONTROL
 OT0020
 OT0020  NGVD 29 (??/??/92)  776.119  (m)         2546.32   (f) ADJ UNCH    1 2
 OT0020
 OT0020.Superseded values are not recommended for survey control.
 OT0020
 OT0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0020.See file dsdata.pdf to determine how the superseded data were derived.
 OT0020
 OT0020_MARKER: DB = BENCH MARK DISK
 OT0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0020_STAMPING: R 364 1962
 OT0020_MARK LOGO: CGS
 OT0020_PROJECTION: PROJECTING 12 CENTIMETERS
 OT0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0020+STABILITY: SURFACE MOTION
 OT0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0020+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2012
 OT0020
 OT0020  HISTORY     - Date     Condition        Report By
 OT0020  HISTORY     - 1962     MONUMENTED       CGS
 OT0020  HISTORY     - 1985     GOOD             NGS
 OT0020  HISTORY     - 20120724 GOOD             INDIV
 OT0020
 OT0020                          STATION DESCRIPTION
 OT0020
 OT0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0020'15.3 MI W FROM INTERIOR.
 OT0020'ABOUT 15.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0020'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, OR 14.75 MILES
 OT0020'SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OT0020'RAILROAD FROM THE POST OFFICE AT SCENIC, 0.5 MILE WEST OF MILE
 OT0020'POST 603, 94 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 40,
 OT0020'37 1/2 FEET SOUTH OF SOUTH RAIL, 26 1/2 FEET EAST OF A TELEPHONE
 OT0020'POLE, 2.3 FEET NORTH OF A METAL WITNESS POST, 1 1/2 FEET BELOW
 OT0020'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OT0020'PROJECTING 8 INCHES.
 OT0020
 OT0020                          STATION RECOVERY (1985)
 OT0020
 OT0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0020'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE IN SCENIC,
 OT0020'THENCE 24.55 KM (15.35 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.75 KM
 OT0020'(0.45 MI) EAST OF THE T JUNCTION OF UPPER SAGE CREEK ROAD, 0.65 KM
 OT0020'(0.4 MI) EAST OF MILEPOST 102, 40.5 METERS (133 FT) NORTH OF THE
 OT0020'HIGHWAY CENTERLINE AND 11.4 METERS (37.5 FT) SOUTH OF THE SOUTH RAIL
 OT0020'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.
 OT0020'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0020'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0020
 OT0020                          STATION RECOVERY (2012)
 OT0020
 OT0020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0463 ***********************************************************************
 OS0463  DESIGNATION -  R 365
 OS0463  PID         -  OS0463
 OS0463  STATE/COUNTY-  SD/JACKSON
 OS0463  COUNTRY     -  US
 OS0463  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0463
 OS0463                         *CURRENT SURVEY CONTROL
 OS0463  ______________________________________________________________________
 OS0463* NAD 83(1986) POSITION- 43 44 25.     (N) 101 47 37.     (W)   SCALED
 OS0463* NAVD 88 ORTHO HEIGHT -   717.520 (meters)     2354.06  (feet) ADJUSTED
 OS0463  ______________________________________________________________________
 OS0463  GEOID HEIGHT    -        -20.507 (meters)                     GEOID18
 OS0463  DYNAMIC HEIGHT  -        717.294 (meters)     2353.32  (feet) COMP
 OS0463  MODELED GRAVITY -    980,280.1   (mgal)                       NAVD 88
 OS0463
 OS0463  VERT ORDER      -  FIRST     CLASS II
 OS0463
 OS0463.The horizontal coordinates were scaled from a map and have
 OS0463.an estimated accuracy of +/- 6 seconds.
 OS0463
 OS0463.The orthometric height was determined by differential leveling and
 OS0463.adjusted by the NATIONAL GEODETIC SURVEY
 OS0463.in June 1991.
 OS0463
 OS0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0463.GEOID18 height accuracy estimate available here.
 OS0463
 OS0463.Click photographs - Photos may exist for this station.
 OS0463
 OS0463.The dynamic height is computed by dividing the NAVD 88
 OS0463.geopotential number by the normal gravity value computed on the
 OS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0463.degrees latitude (g = 980.6199 gals.).
 OS0463
 OS0463.The modeled gravity was interpolated from observed gravity values.
 OS0463
 OS0463;                    North         East    Units  Estimated Accuracy
 OS0463;SPC SD S     -   157,330.      482,380.      MT  (+/- 180 meters Scaled)
 OS0463
 OS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP750468(NAD 83)
 OS0463
 OS0463                          SUPERSEDED SURVEY CONTROL
 OS0463
 OS0463  NGVD 29 (??/??/92)  717.077  (m)         2352.61   (f) ADJ UNCH    1 2
 OS0463
 OS0463.Superseded values are not recommended for survey control.
 OS0463
 OS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0463.See file dsdata.pdf to determine how the superseded data were derived.
 OS0463
 OS0463_MARKER: DB = BENCH MARK DISK
 OS0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0463_STAMPING: R 365 1962
 OS0463_MARK LOGO: CGS
 OS0463_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0463+STABILITY: SURFACE MOTION
 OS0463
 OS0463  HISTORY     - Date     Condition        Report By
 OS0463  HISTORY     - 1962     MONUMENTED       CGS
 OS0463
 OS0463                          STATION DESCRIPTION
 OS0463
 OS0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0463'10.1 MI E FROM INTERIOR.
 OS0463'ABOUT 10.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0463'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 36,
 OS0463'T 3 S, R 19 E, 6 1/2 FEET NORTHEAST OF THE 3RD TELEPHONE POLE
 OS0463'SOUTHWEST OF MILE POST 578, 2 1/2 RAILS NORTHEAST OF A LARGE
 OS0463'CONCRETE CULVERT, 37 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, IN
 OS0463'LINE WITH A ROW OF TELEPHONE POLES, 9 FEET NORTHWEST OF A FENCE,
 OS0463'1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 OS0463'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0463'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0085 ***********************************************************************
 OT0085  DESIGNATION -  R 366
 OT0085  PID         -  OT0085
 OT0085  STATE/COUNTY-  SD/PENNINGTON
 OT0085  COUNTRY     -  US
 OT0085  USGS QUAD   -  CONATA NE (2017)
 OT0085
 OT0085                         *CURRENT SURVEY CONTROL
 OT0085  ______________________________________________________________________
 OT0085* NAD 83(1986) POSITION- 43 44 55.     (N) 102 02 21.     (W)   SCALED
 OT0085* NAVD 88 ORTHO HEIGHT -   729.455 (meters)     2393.22  (feet) ADJUSTED
 OT0085  ______________________________________________________________________
 OT0085  GEOID HEIGHT    -        -19.722 (meters)                     GEOID18
 OT0085  DYNAMIC HEIGHT  -        729.223 (meters)     2392.46  (feet) COMP
 OT0085  MODELED GRAVITY -    980,277.8   (mgal)                       NAVD 88
 OT0085
 OT0085  VERT ORDER      -  SECOND    CLASS 0
 OT0085
 OT0085.The horizontal coordinates were scaled from a map and have
 OT0085.an estimated accuracy of +/- 6 seconds.
 OT0085
 OT0085.The orthometric height was determined by differential leveling and
 OT0085.adjusted by the NATIONAL GEODETIC SURVEY
 OT0085.in June 1991.
 OT0085
 OT0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0085.GEOID18 height accuracy estimate available here.
 OT0085
 OT0085.Click photographs - Photos may exist for this station.
 OT0085
 OT0085.The dynamic height is computed by dividing the NAVD 88
 OT0085.geopotential number by the normal gravity value computed on the
 OT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0085.degrees latitude (g = 980.6199 gals.).
 OT0085
 OT0085.The modeled gravity was interpolated from observed gravity values.
 OT0085
 OT0085;                    North         East    Units  Estimated Accuracy
 OT0085;SPC SD S     -   158,640.      462,630.      MT  (+/- 180 meters Scaled)
 OT0085
 OT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ383482(NAD 83)
 OT0085
 OT0085                          SUPERSEDED SURVEY CONTROL
 OT0085
 OT0085  NGVD 29 (??/??/92)  728.990  (m)         2391.69   (f) ADJ UNCH    2 0
 OT0085
 OT0085.Superseded values are not recommended for survey control.
 OT0085
 OT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0085.See file dsdata.pdf to determine how the superseded data were derived.
 OT0085
 OT0085_MARKER: DB = BENCH MARK DISK
 OT0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0085_STAMPING: R 366 1962
 OT0085_MARK LOGO: CGS
 OT0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0085+STABILITY: SURFACE MOTION
 OT0085
 OT0085  HISTORY     - Date     Condition        Report By
 OT0085  HISTORY     - 1962     MONUMENTED       CGS
 OT0085
 OT0085                          STATION DESCRIPTION
 OT0085
 OT0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0085'4 MI NW FROM INTERIOR.
 OT0085'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OT0085'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 1.25 MILES
 OT0085'NORTHWEST ALONG A GRADED DIRT ROAD, IN AN OPEN FLAT, 40 FEET
 OT0085'EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 OT0085'6.3 FEET NORTH OF A CORNER FENCE POST 1.3 FEET EAST OF A METAL
 OT0085'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0085'4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0411 ***********************************************************************
 PU0411  DESIGNATION -  R 367
 PU0411  PID         -  PU0411
 PU0411  STATE/COUNTY-  SD/PENNINGTON
 PU0411  COUNTRY     -  US
 PU0411  USGS QUAD   -  LAKE HILL (2017)
 PU0411
 PU0411                         *CURRENT SURVEY CONTROL
 PU0411  ______________________________________________________________________
 PU0411* NAD 83(1986) POSITION- 44 06 36.     (N) 102 11 18.     (W)   SCALED
 PU0411* NAVD 88 ORTHO HEIGHT -   868.806 (meters)     2850.41  (feet) ADJUSTED
 PU0411  ______________________________________________________________________
 PU0411  GEOID HEIGHT    -        -19.188 (meters)                     GEOID18
 PU0411  DYNAMIC HEIGHT  -        868.549 (meters)     2849.56  (feet) COMP
 PU0411  MODELED GRAVITY -    980,292.4   (mgal)                       NAVD 88
 PU0411
 PU0411  VERT ORDER      -  SECOND    CLASS 0
 PU0411
 PU0411.The horizontal coordinates were scaled from a map and have
 PU0411.an estimated accuracy of +/- 6 seconds.
 PU0411
 PU0411.The orthometric height was determined by differential leveling and
 PU0411.adjusted by the NATIONAL GEODETIC SURVEY
 PU0411.in June 1991.
 PU0411
 PU0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0411.GEOID18 height accuracy estimate available here.
 PU0411
 PU0411.Click photographs - Photos may exist for this station.
 PU0411
 PU0411.The dynamic height is computed by dividing the NAVD 88
 PU0411.geopotential number by the normal gravity value computed on the
 PU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0411.degrees latitude (g = 980.6199 gals.).
 PU0411
 PU0411.The modeled gravity was interpolated from observed gravity values.
 PU0411
 PU0411;                    North         East    Units  Estimated Accuracy
 PU0411;SPC SD S     -   199,040.      451,510.      MT  (+/- 180 meters Scaled)
 PU0411
 PU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ250879(NAD 83)
 PU0411
 PU0411                          SUPERSEDED SURVEY CONTROL
 PU0411
 PU0411  NGVD 29 (??/??/92)  868.351  (m)         2848.91   (f) ADJ UNCH    2 0
 PU0411
 PU0411.Superseded values are not recommended for survey control.
 PU0411
 PU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0411.See file dsdata.pdf to determine how the superseded data were derived.
 PU0411
 PU0411_MARKER: DB = BENCH MARK DISK
 PU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0411_STAMPING: R 367 1962
 PU0411_MARK LOGO: CGS
 PU0411_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0411+STABILITY: SURFACE MOTION
 PU0411
 PU0411  HISTORY     - Date     Condition        Report By
 PU0411  HISTORY     - 1962     MONUMENTED       CGS
 PU0411
 PU0411                          STATION DESCRIPTION
 PU0411
 PU0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0411'10.4 MI NE FROM WALL.
 PU0411'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0411'AT WALL, THENCE 1.9 MILES EAST ALONG A GRAVELED ROAD, 0.25 MILE
 PU0411'EAST OF A FARMHOUSE LOCATED AT THE SOUTH END OF A GROVE OF
 PU0411'TREES, 120 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVELED
 PU0411'ROAD INTERSECTION, 116 FEET WEST OF THE CENTER LINE OF A GRAVELED
 PU0411'ROAD, 37 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 63
 PU0411'FEET WEST OF A FENCE CORNER, 1.8 FEET NORTH OF A FENCE, 1.7 FEET
 PU0411'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU0411'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU0411'NOTE-- 1.0 MILE WEST OF BENCH MARK Q 367 WHICH IS DESCRIBED ALONG
 PU0411'ANOTHER ROUTE FROM WALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1737 ***********************************************************************
 PU1737  DESIGNATION -  R 368
 PU1737  PID         -  PU1737
 PU1737  STATE/COUNTY-  SD/BUTTE
 PU1737  COUNTRY     -  US
 PU1737  USGS QUAD   -  JOLLY (2017)
 PU1737
 PU1737                         *CURRENT SURVEY CONTROL
 PU1737  ______________________________________________________________________
 PU1737* NAD 83(1986) POSITION- 44 36 51.     (N) 103 48 02.     (W)   SCALED
 PU1737* NAVD 88 ORTHO HEIGHT -   964.894 (meters)     3165.66  (feet) ADJUSTED
 PU1737  ______________________________________________________________________
 PU1737  GEOID HEIGHT    -        -15.260 (meters)                     GEOID18
 PU1737  DYNAMIC HEIGHT  -        964.611 (meters)     3164.73  (feet) COMP
 PU1737  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 PU1737
 PU1737  VERT ORDER      -  FIRST     CLASS II
 PU1737
 PU1737.The horizontal coordinates were scaled from a map and have
 PU1737.an estimated accuracy of +/- 6 seconds.
 PU1737
 PU1737.The orthometric height was determined by differential leveling and
 PU1737.adjusted by the NATIONAL GEODETIC SURVEY
 PU1737.in June 1991.
 PU1737
 PU1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1737.GEOID18 height accuracy estimate available here.
 PU1737
 PU1737.Click photographs - Photos may exist for this station.
 PU1737
 PU1737.The dynamic height is computed by dividing the NAVD 88
 PU1737.geopotential number by the normal gravity value computed on the
 PU1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1737.degrees latitude (g = 980.6199 gals.).
 PU1737
 PU1737.The modeled gravity was interpolated from observed gravity values.
 PU1737
 PU1737;                    North         East    Units  Estimated Accuracy
 PU1737;SPC SD N     -    93,850.      298,450.      MT  (+/- 180 meters Scaled)
 PU1737
 PU1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK951407(NAD 83)
 PU1737
 PU1737                          SUPERSEDED SURVEY CONTROL
 PU1737
 PU1737  NGVD 29 (??/??/92)  964.392  (m)         3164.01   (f) ADJ UNCH    1 2
 PU1737
 PU1737.Superseded values are not recommended for survey control.
 PU1737
 PU1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1737.See file dsdata.pdf to determine how the superseded data were derived.
 PU1737
 PU1737_MARKER: DB = BENCH MARK DISK
 PU1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1737_STAMPING: R 368 1962
 PU1737_MARK LOGO: CGS
 PU1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1737+STABILITY: SURFACE MOTION
 PU1737
 PU1737  HISTORY     - Date     Condition        Report By
 PU1737  HISTORY     - 1962     MONUMENTED       CGS
 PU1737
 PU1737                          STATION DESCRIPTION
 PU1737
 PU1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1737'5.1 MI SE FROM BELLE FOURCHE.
 PU1737'ABOUT 5.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1737'RAILWAY FROM THE STATION AT BELLE FOURCHE, OR ABOUT 6.35 MILES
 PU1737'NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PU1737'POST OFFICE AT ST. ONGE, IN SECTION 31, T 8 N, R 3 E, 97 FEET
 PU1737'NORTH AND ACROSS THE TRACK FROM MILE POST 149, 46 FEET NORTH
 PU1737'OF THE NORTH RAIL, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET WEST
 PU1737'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1737'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1834 ***********************************************************************
 PU1834  DESIGNATION -  R 369
 PU1834  PID         -  PU1834
 PU1834  STATE/COUNTY-  SD/BUTTE
 PU1834  COUNTRY     -  US
 PU1834  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1834
 PU1834                         *CURRENT SURVEY CONTROL
 PU1834  ______________________________________________________________________
 PU1834* NAD 83(1986) POSITION- 44 55 28.     (N) 103 55 13.     (W)   SCALED
 PU1834* NAVD 88 ORTHO HEIGHT -   976.728 (meters)     3204.48  (feet) ADJUSTED
 PU1834  ______________________________________________________________________
 PU1834  GEOID HEIGHT    -        -15.678 (meters)                     GEOID18
 PU1834  DYNAMIC HEIGHT  -        976.469 (meters)     3203.63  (feet) COMP
 PU1834  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 PU1834
 PU1834  VERT ORDER      -  SECOND    CLASS 0
 PU1834
 PU1834.The horizontal coordinates were scaled from a map and have
 PU1834.an estimated accuracy of +/- 6 seconds.
 PU1834
 PU1834.The orthometric height was determined by differential leveling and
 PU1834.adjusted by the NATIONAL GEODETIC SURVEY
 PU1834.in June 1991.
 PU1834
 PU1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1834.GEOID18 height accuracy estimate available here.
 PU1834
 PU1834.Click photographs - Photos may exist for this station.
 PU1834
 PU1834.The dynamic height is computed by dividing the NAVD 88
 PU1834.geopotential number by the normal gravity value computed on the
 PU1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1834.degrees latitude (g = 980.6199 gals.).
 PU1834
 PU1834.The modeled gravity was interpolated from observed gravity values.
 PU1834
 PU1834;                    North         East    Units  Estimated Accuracy
 PU1834;SPC SD N     -   128,740.      290,630.      MT  (+/- 180 meters Scaled)
 PU1834
 PU1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK852751(NAD 83)
 PU1834
 PU1834                          SUPERSEDED SURVEY CONTROL
 PU1834
 PU1834  NGVD 29 (??/??/92)  976.238  (m)         3202.87   (f) ADJ UNCH    2 0
 PU1834
 PU1834.Superseded values are not recommended for survey control.
 PU1834
 PU1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1834.See file dsdata.pdf to determine how the superseded data were derived.
 PU1834
 PU1834_MARKER: DB = BENCH MARK DISK
 PU1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1834_STAMPING: R 369 1962
 PU1834_MARK LOGO: CGS
 PU1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1834+STABILITY: SURFACE MOTION
 PU1834
 PU1834  HISTORY     - Date     Condition        Report By
 PU1834  HISTORY     - 1962     MONUMENTED       CGS
 PU1834
 PU1834                          STATION DESCRIPTION
 PU1834
 PU1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1834'20.4 MI NW FROM BELLE FOURCHE.
 PU1834'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1834'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.05
 PU1834'MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTH
 PU1834'ALONG A PRIVATE ROAD AND AT A FARM HOUSE, IN SECTION 12, T 11 N,
 PU1834'R 1 E, 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 PU1834'54 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH
 PU1834'OF A POWER POLE BEARING A TRANSFORMER, ABOUT LEVEL WITH THE
 PU1834'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0224 ***********************************************************************
 OS0224  DESIGNATION -  R 37
 OS0224  PID         -  OS0224
 OS0224  STATE/COUNTY-  SD/MELLETTE
 OS0224  COUNTRY     -  US
 OS0224  USGS QUAD   -  WESTOVER (2017)
 OS0224
 OS0224                         *CURRENT SURVEY CONTROL
 OS0224  ______________________________________________________________________
 OS0224* NAD 83(1986) POSITION- 43 38 37.53   (N) 100 40 20.65   (W)   HD_HELD1
 OS0224* NAVD 88 ORTHO HEIGHT -   571.465 (meters)     1874.88  (feet) ADJUSTED
 OS0224  ______________________________________________________________________
 OS0224  GEOID HEIGHT    -        -24.256 (meters)                     GEOID18
 OS0224  DYNAMIC HEIGHT  -        571.266 (meters)     1874.23  (feet) COMP
 OS0224  MODELED GRAVITY -    980,255.0   (mgal)                       NAVD 88
 OS0224
 OS0224  VERT ORDER      -  FIRST     CLASS II
 OS0224
 OS0224.The horizontal coordinates were determined by differentially corrected
 OS0224.hand held GPS observations or other comparable positioning techniques
 OS0224.and have an estimated accuracy of +/- 3 meters.
 OS0224
 OS0224.The orthometric height was determined by differential leveling and
 OS0224.adjusted by the NATIONAL GEODETIC SURVEY
 OS0224.in June 1991.
 OS0224
 OS0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0224.GEOID18 height accuracy estimate available here.
 OS0224
 OS0224.Click photographs - Photos may exist for this station.
 OS0224
 OS0224.The dynamic height is computed by dividing the NAVD 88
 OS0224.geopotential number by the normal gravity value computed on the
 OS0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0224.degrees latitude (g = 980.6199 gals.).
 OS0224
 OS0224.The modeled gravity was interpolated from observed gravity values.
 OS0224
 OS0224;                    North         East    Units  Estimated Accuracy
 OS0224;SPC SD S     -   145,632.6     572,645.0     MT  (+/- 3 meters HH1 GPS) 
 OS0224
 OS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6511533665(NAD 83)
 OS0224
 OS0224                          SUPERSEDED SURVEY CONTROL
 OS0224
 OS0224  NGVD 29 (??/??/92)  571.034  (m)         1873.47   (f) ADJ UNCH    1 2
 OS0224
 OS0224.Superseded values are not recommended for survey control.
 OS0224
 OS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0224.See file dsdata.pdf to determine how the superseded data were derived.
 OS0224
 OS0224_MARKER: DB = BENCH MARK DISK
 OS0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0224_STAMPING: R 37 1933
 OS0224_MARK LOGO: CGS
 OS0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0224+STABILITY: SURFACE MOTION
 OS0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0224+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0224
 OS0224  HISTORY     - Date     Condition        Report By
 OS0224  HISTORY     - 1933     MONUMENTED       CGS
 OS0224  HISTORY     - 1941     GOOD             CGS
 OS0224  HISTORY     - 19920721 GOOD             NGS
 OS0224  HISTORY     - 20051104 GOOD             HKM
 OS0224
 OS0224                          STATION DESCRIPTION
 OS0224
 OS0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0224'7.8 MI NE FROM WHITE RIVER.
 OS0224'7.75 MILES NORTHEAST ALONG U.S. HIGHWAY 83 FROM WHITE RIVER,
 OS0224'MELLETTE COUNTY, 8.5 MILES SOUTHEAST OF THE BRIDGE OVER WHITE
 OS0224'RIVER, 2.5 MILES SOUTH OF A SCHOOLHOUSE, 0.5 MILE WEST OF A SMALL
 OS0224'BRIDGE, 30 YARDS EAST OF A PRIVATE ENTRANCE TO THE NORTH OF THE
 OS0224'HIGHWAY, AND 17 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 OS0224'A STANDARD DISK, STAMPED R 37 1933 AND SET IN THE TOP OF A
 OS0224'CONCRETE POST.
 OS0224
 OS0224                          STATION RECOVERY (1992)
 OS0224
 OS0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0224'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0224'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0224'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0224'4.8 KM (3.00 MI) NORTHERLY ALONG A GRAVELED ROAD, ON THE EXTENSION OF
 OS0224'A FENCE LINE LEADING WEST, 17.3 M (56.8 FT) SOUTHEAST OF THE CENTER
 OS0224'OF THE ROAD, 4.2 M (13.8 FT) EAST OF AN UNDERGROUND CABLE WARNING
 OS0224'SIGN NUMBER AZ 12, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 0.3 M
 OS0224'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M
 OS0224'(0.3 FT) ABOVE THE GROUND SURFACE.
 OS0224
 OS0224                          STATION RECOVERY (2005)
 OS0224
 OS0224'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0224'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0257 ***********************************************************************
 OS0257  DESIGNATION -  R 370
 OS0257  PID         -  OS0257
 OS0257  STATE/COUNTY-  SD/JACKSON
 OS0257  COUNTRY     -  US
 OS0257  USGS QUAD   -  STAMFORD SW (2017)
 OS0257
 OS0257                         *CURRENT SURVEY CONTROL
 OS0257  ______________________________________________________________________
 OS0257* NAD 83(1986) POSITION- 43 50 16.     (N) 101 14 04.     (W)   SCALED
 OS0257* NAVD 88 ORTHO HEIGHT -   706.285 (meters)     2317.20  (feet) ADJUSTED
 OS0257  ______________________________________________________________________
 OS0257  GEOID HEIGHT    -        -22.657 (meters)                     GEOID18
 OS0257  DYNAMIC HEIGHT  -        706.058 (meters)     2316.46  (feet) COMP
 OS0257  MODELED GRAVITY -    980,275.6   (mgal)                       NAVD 88
 OS0257
 OS0257  VERT ORDER      -  FIRST     CLASS II
 OS0257
 OS0257.The horizontal coordinates were scaled from a map and have
 OS0257.an estimated accuracy of +/- 6 seconds.
 OS0257
 OS0257.The orthometric height was determined by differential leveling and
 OS0257.adjusted by the NATIONAL GEODETIC SURVEY
 OS0257.in June 1991.
 OS0257
 OS0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0257.GEOID18 height accuracy estimate available here.
 OS0257
 OS0257.Click photographs - Photos may exist for this station.
 OS0257
 OS0257.The dynamic height is computed by dividing the NAVD 88
 OS0257.geopotential number by the normal gravity value computed on the
 OS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0257.degrees latitude (g = 980.6199 gals.).
 OS0257
 OS0257.The modeled gravity was interpolated from observed gravity values.
 OS0257
 OS0257;                    North         East    Units  Estimated Accuracy
 OS0257;SPC SD S     -   167,530.      527,540.      MT  (+/- 180 meters Scaled)
 OS0257
 OS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP203562(NAD 83)
 OS0257
 OS0257                          SUPERSEDED SURVEY CONTROL
 OS0257
 OS0257  NGVD 29 (??/??/92)  705.821  (m)         2315.68   (f) ADJ UNCH    1 2
 OS0257
 OS0257.Superseded values are not recommended for survey control.
 OS0257
 OS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0257.See file dsdata.pdf to determine how the superseded data were derived.
 OS0257
 OS0257_MARKER: DB = BENCH MARK DISK
 OS0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0257_STAMPING: R 370 1962
 OS0257_MARK LOGO: CGS
 OS0257_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0257_ROD/PIPE-DEPTH: 4.0 meters
 OS0257
 OS0257  HISTORY     - Date     Condition        Report By
 OS0257  HISTORY     - 1962     MONUMENTED       CGS
 OS0257
 OS0257                          STATION DESCRIPTION
 OS0257
 OS0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0257'1.8 MI E FROM BELVIDERE.
 OS0257'ABOUT 1.85 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0257'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0257'27, T 2 S, R 24 E, 42 FEET SOUTH OF SOUTH RAIL, 3 FEET
 OS0257'SOUTH OF FIRST POLE EAST OF MILE POST 547, 2 1/2 FEET NORTH
 OS0257'OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 OS0257'WITH THE RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OS0257'THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH
 OS0257'TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0568 ***********************************************************************
 PT0568  DESIGNATION -  R 371
 PT0568  PID         -  PT0568
 PT0568  STATE/COUNTY-  SD/HAAKON
 PT0568  COUNTRY     -  US
 PT0568  USGS QUAD   -  PHILIP (2017)
 PT0568
 PT0568                         *CURRENT SURVEY CONTROL
 PT0568  ______________________________________________________________________
 PT0568* NAD 83(1986) POSITION- 44 04 57.     (N) 101 40 02.     (W)   SCALED
 PT0568* NAVD 88 ORTHO HEIGHT -   678.082 (meters)     2224.67  (feet) ADJUSTED
 PT0568  ______________________________________________________________________
 PT0568  GEOID HEIGHT    -        -21.063 (meters)                     GEOID18
 PT0568  DYNAMIC HEIGHT  -        677.890 (meters)     2224.04  (feet) COMP
 PT0568  MODELED GRAVITY -    980,314.2   (mgal)                       NAVD 88
 PT0568
 PT0568  VERT ORDER      -  FIRST     CLASS II
 PT0568
 PT0568.The horizontal coordinates were scaled from a map and have
 PT0568.an estimated accuracy of +/- 6 seconds.
 PT0568
 PT0568.The orthometric height was determined by differential leveling and
 PT0568.adjusted by the NATIONAL GEODETIC SURVEY
 PT0568.in June 1991.
 PT0568
 PT0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0568.GEOID18 height accuracy estimate available here.
 PT0568
 PT0568.Click photographs - Photos may exist for this station.
 PT0568
 PT0568.The dynamic height is computed by dividing the NAVD 88
 PT0568.geopotential number by the normal gravity value computed on the
 PT0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0568.degrees latitude (g = 980.6199 gals.).
 PT0568
 PT0568.The modeled gravity was interpolated from observed gravity values.
 PT0568
 PT0568;                    North         East    Units  Estimated Accuracy
 PT0568;SPC SD S     -   195,180.      493,170.      MT  (+/- 180 meters Scaled)
 PT0568
 PT0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP864844(NAD 83)
 PT0568
 PT0568                          SUPERSEDED SURVEY CONTROL
 PT0568
 PT0568  NGVD 29 (??/??/92)  677.632  (m)         2223.20   (f) ADJ UNCH    1 2
 PT0568
 PT0568.Superseded values are not recommended for survey control.
 PT0568
 PT0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0568.See file dsdata.pdf to determine how the superseded data were derived.
 PT0568
 PT0568_MARKER: DB = BENCH MARK DISK
 PT0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0568_SP_SET: BRIDGE ABUTMENT
 PT0568_STAMPING: R 371 1962
 PT0568_MARK LOGO: CGS
 PT0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0568
 PT0568  HISTORY     - Date     Condition        Report By
 PT0568  HISTORY     - 1962     MONUMENTED       CGS
 PT0568  HISTORY     - 1970     GOOD             NGS
 PT0568
 PT0568                          STATION DESCRIPTION
 PT0568
 PT0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0568'3 MI N FROM PHILIP.
 PT0568'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0568'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 16 FEET WEST OF
 PT0568'THE CENTERLINE OF THE HIGHWAY, 0.3 FEET EAST OF THE WEST GUARD
 PT0568'RAIL, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF THE
 PT0568'WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER GRINDSTONE
 PT0568'CREEK.  NOTE-- THE MARK WILL NOT BE DISTURBED BY HIGHWAY
 PT0568'IMPROVEMENTS IN THE VICINITY.
 PT0568
 PT0568                          STATION RECOVERY (1970)
 PT0568
 PT0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0423 ***********************************************************************
 OS0423  DESIGNATION -  R 372
 OS0423  PID         -  OS0423
 OS0423  STATE/COUNTY-  SD/JACKSON
 OS0423  COUNTRY     -  US
 OS0423  USGS QUAD   -  KADOKA (2017)
 OS0423
 OS0423                         *CURRENT SURVEY CONTROL
 OS0423  ______________________________________________________________________
 OS0423* NAD 83(1986) POSITION- 43 50 09.9    (N) 101 31 22.2    (W)   HD_HELD2
 OS0423* NAVD 88 ORTHO HEIGHT -   756.426 (meters)     2481.71  (feet) ADJUSTED
 OS0423  ______________________________________________________________________
 OS0423  GEOID HEIGHT    -        -21.570 (meters)                     GEOID18
 OS0423  DYNAMIC HEIGHT  -        756.182 (meters)     2480.91  (feet) COMP
 OS0423  MODELED GRAVITY -    980,271.1   (mgal)                       NAVD 88
 OS0423
 OS0423  VERT ORDER      -  FIRST     CLASS II
 OS0423
 OS0423.The horizontal coordinates were established by autonomous hand held GPS
 OS0423.observations and have an estimated accuracy of +/- 10 meters.
 OS0423
 OS0423.The orthometric height was determined by differential leveling and
 OS0423.adjusted by the NATIONAL GEODETIC SURVEY
 OS0423.in September 1993.
 OS0423
 OS0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0423.GEOID18 height accuracy estimate available here.
 OS0423
 OS0423.Click photographs - Photos may exist for this station.
 OS0423
 OS0423.The dynamic height is computed by dividing the NAVD 88
 OS0423.geopotential number by the normal gravity value computed on the
 OS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0423.degrees latitude (g = 980.6199 gals.).
 OS0423
 OS0423.The modeled gravity was interpolated from observed gravity values.
 OS0423
 OS0423;                    North         East    Units  Estimated Accuracy
 OS0423;SPC SD S     -   167,628.      504,344.      MT  (+/- 10 meters HH2 GPS)
 OS0423
 OS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9717556760(NAD 83)
 OS0423
 OS0423                          SUPERSEDED SURVEY CONTROL
 OS0423
 OS0423  NAVD 88 (06/15/91)  756.397  (m)         2481.61   (f) SUPERSEDED  1 2
 OS0423  NGVD 29 (??/??/92)  755.898  (m)         2479.98   (f) ADJ UNCH    1 2
 OS0423
 OS0423.Superseded values are not recommended for survey control.
 OS0423
 OS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0423.See file dsdata.pdf to determine how the superseded data were derived.
 OS0423
 OS0423_MARKER: DB = BENCH MARK DISK
 OS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0423_STAMPING: R 372 1962
 OS0423_MARK LOGO: CGS
 OS0423_PROJECTION: PROJECTING 12 CENTIMETERS
 OS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0423+STABILITY: SURFACE MOTION
 OS0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0423+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0423
 OS0423  HISTORY     - Date     Condition        Report By
 OS0423  HISTORY     - 1962     MONUMENTED       CGS
 OS0423  HISTORY     - 1985     GOOD             NGS
 OS0423  HISTORY     - 19910713 GOOD             NGS
 OS0423  HISTORY     - 20130116 GOOD             INDIV
 OS0423
 OS0423                          STATION DESCRIPTION
 OS0423
 OS0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0423'1.2 MI W FROM KADOKA.
 OS0423'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0423'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 0.65
 OS0423'MILE WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40, AT THE
 OS0423'JUNCTION OF STATE HIGHWAY 73, 151 FEET NORTHWEST OF THE CENTER OF
 OS0423'THE INTERSECTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY 73, 99
 OS0423'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 16, 95 FEET WEST OF
 OS0423'THE CENTERLINE OF A GRAVEL ROAD, 2 FEET SOUTH OF A TELEPHONE POLE,
 OS0423'1.6 FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE, ABOUT
 OS0423'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 OS0423'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 OS0423
 OS0423                          STATION RECOVERY (1985)
 OS0423
 OS0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0423'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OS0423'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.55 KM (0.35
 OS0423'MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION OF I-90 AT
 OS0423'KADOKA, IN THE NORTHWEST CORNER OF THE INTERSECTION OF OLD US HIGHWAY
 OS0423'16 (I-90 FRONTAGE ROAD WEST AND BUSINESS I-90 NORTHEAST), 28.9 METERS
 OS0423'(95 FT) WEST OF THE HIGHWAY CENTERLINE, 30.2 METERS (99 FT) NORTH OF
 OS0423'THE CENTER OF THE OLD HIGHWAY AND 1.7 METERS (5.5 FT) SOUTHEAST OF A
 OS0423'POWER POLE.
 OS0423'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 OS0423
 OS0423                          STATION RECOVERY (1991)
 OS0423
 OS0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0423'0.6 KM (0.35 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 OS0423'OF INTERSTATE HIGHWAY 90 (EXIT 150) IN KADOKA, 30.2 M (99.1 FT) NORTH
 OS0423'OF THE CENTERLINE OF A FRONTAGE ROAD, 29.6 M (97.1 FT) WEST OF THE
 OS0423'HIGHWAY CENTERLINE, 1.4 M (4.6 FT) SOUTHEAST OF A UTILITY POLE WITH 1
 OS0423'GUY CABLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 OS0423'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OS0423'ABOVE THE GROUND SURFACE.
 OS0423
 OS0423                          STATION RECOVERY (2013)
 OS0423
 OS0423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0391 ***********************************************************************
 PU0391  DESIGNATION -  R 373
 PU0391  PID         -  PU0391
 PU0391  STATE/COUNTY-  SD/PENNINGTON
 PU0391  COUNTRY     -  US
 PU0391  USGS QUAD   -  PEDRO (2017)
 PU0391
 PU0391                         *CURRENT SURVEY CONTROL
 PU0391  ______________________________________________________________________
 PU0391* NAD 83(1986) POSITION- 44 29 59.     (N) 102 00 17.     (W)   SCALED
 PU0391* NAVD 88 ORTHO HEIGHT -   587.889 (meters)     1928.77  (feet) ADJUSTED
 PU0391  ______________________________________________________________________
 PU0391  GEOID HEIGHT    -        -20.022 (meters)                     GEOID18
 PU0391  DYNAMIC HEIGHT  -        587.755 (meters)     1928.33  (feet) COMP
 PU0391  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 PU0391
 PU0391  VERT ORDER      -  SECOND    CLASS 0
 PU0391
 PU0391.The horizontal coordinates were scaled from a map and have
 PU0391.an estimated accuracy of +/- 6 seconds.
 PU0391
 PU0391.The orthometric height was determined by differential leveling and
 PU0391.adjusted by the NATIONAL GEODETIC SURVEY
 PU0391.in June 1991.
 PU0391
 PU0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0391.GEOID18 height accuracy estimate available here.
 PU0391
 PU0391.Click photographs - Photos may exist for this station.
 PU0391
 PU0391.The dynamic height is computed by dividing the NAVD 88
 PU0391.geopotential number by the normal gravity value computed on the
 PU0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0391.degrees latitude (g = 980.6199 gals.).
 PU0391
 PU0391.The modeled gravity was interpolated from observed gravity values.
 PU0391
 PU0391;                    North         East    Units  Estimated Accuracy
 PU0391;SPC SD S     -   242,020.      467,080.      MT  (+/- 180 meters Scaled)
 PU0391
 PU0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK381317(NAD 83)
 PU0391
 PU0391                          SUPERSEDED SURVEY CONTROL
 PU0391
 PU0391  NGVD 29 (??/??/92)  587.441  (m)         1927.30   (f) ADJ UNCH    2 0
 PU0391
 PU0391.Superseded values are not recommended for survey control.
 PU0391
 PU0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0391.See file dsdata.pdf to determine how the superseded data were derived.
 PU0391
 PU0391_MARKER: DB = BENCH MARK DISK
 PU0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0391_STAMPING: R 373 1962
 PU0391_MARK LOGO: CGS
 PU0391_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0391+STABILITY: SURFACE MOTION
 PU0391
 PU0391  HISTORY     - Date     Condition        Report By
 PU0391  HISTORY     - 1962     MONUMENTED       CGS
 PU0391
 PU0391                          STATION DESCRIPTION
 PU0391
 PU0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0391'11 MI SE FROM HOWES.
 PU0391'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PU0391'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PU0391'34 AND 73, THENCE 9.6 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 PU0391'THENCE 0.9 MILE WEST ALONG A WINDING TRAIL ROAD, AT THE FOOT
 PU0391'OF A LONG HILL, 0.2 MILE SOUTHEAST OF THE SOUTHEAST BANK OF THE
 PU0391'CHEYENNE RIVER, IN SETION 7, T 6 N, R 18 E, 22 FEET NORTH OF
 PU0391'THE CENTER OF A WIRE GATE, 1 1/2 FEET WEST OF A FENCE, 2.0 FEET
 PU0391'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU0391'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0713 ***********************************************************************
 PT0713  DESIGNATION -  R 374
 PT0713  PID         -  PT0713
 PT0713  STATE/COUNTY-  SD/HAAKON
 PT0713  COUNTRY     -  US
 PT0713  USGS QUAD   -  POST RANCH (2017)
 PT0713
 PT0713                         *CURRENT SURVEY CONTROL
 PT0713  ______________________________________________________________________
 PT0713* NAD 83(1986) POSITION- 44 17 55.     (N) 101 58 02.     (W)   SCALED
 PT0713* NAVD 88 ORTHO HEIGHT -   795.408 (meters)     2609.60  (feet) ADJUSTED
 PT0713  ______________________________________________________________________
 PT0713  GEOID HEIGHT    -        -20.020 (meters)                     GEOID18
 PT0713  DYNAMIC HEIGHT  -        795.183 (meters)     2608.86  (feet) COMP
 PT0713  MODELED GRAVITY -    980,308.5   (mgal)                       NAVD 88
 PT0713
 PT0713  VERT ORDER      -  SECOND    CLASS 0
 PT0713
 PT0713.The horizontal coordinates were scaled from a map and have
 PT0713.an estimated accuracy of +/- 6 seconds.
 PT0713
 PT0713.The orthometric height was determined by differential leveling and
 PT0713.adjusted by the NATIONAL GEODETIC SURVEY
 PT0713.in June 1991.
 PT0713
 PT0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0713.GEOID18 height accuracy estimate available here.
 PT0713
 PT0713.Click photographs - Photos may exist for this station.
 PT0713
 PT0713.The dynamic height is computed by dividing the NAVD 88
 PT0713.geopotential number by the normal gravity value computed on the
 PT0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0713.degrees latitude (g = 980.6199 gals.).
 PT0713
 PT0713.The modeled gravity was interpolated from observed gravity values.
 PT0713
 PT0713;                    North         East    Units  Estimated Accuracy
 PT0713;SPC SD S     -   219,620.      469,620.      MT  (+/- 180 meters Scaled)
 PT0713
 PT0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ632093(NAD 83)
 PT0713
 PT0713                          SUPERSEDED SURVEY CONTROL
 PT0713
 PT0713  NGVD 29 (??/??/92)  794.940  (m)         2608.07   (f) ADJ UNCH    2 0
 PT0713
 PT0713.Superseded values are not recommended for survey control.
 PT0713
 PT0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0713.See file dsdata.pdf to determine how the superseded data were derived.
 PT0713
 PT0713_MARKER: DB = BENCH MARK DISK
 PT0713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0713_STAMPING: R 374 1962
 PT0713_MARK LOGO: CGS
 PT0713_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0713_ROD/PIPE-DEPTH: 4.0 meters
 PT0713
 PT0713  HISTORY     - Date     Condition        Report By
 PT0713  HISTORY     - 1962     MONUMENTED       CGS
 PT0713
 PT0713                          STATION DESCRIPTION
 PT0713
 PT0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0713'6.7 MI NW FROM HILLAND.
 PT0713'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0713'AND CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0713'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PT0713'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 PT0713'ALONG A GRAVELED ROAD, 1.0 MILE WEST OF THE SCHOOL AND CHURCH
 PT0713'IN THE DOWLING COMMUNITY, IN SECTION 17, T 4 N, R 18 E, 55 FEET
 PT0713'NORTH OF THE CENTER LINE OF THE ROAD, 145 FEET EAST OF THE
 PT0713'NORTH END OF A CATTLE GUARD, 135 FEET EAST OF THE EXTENDED
 PT0713'CENTER LINE OF A ROAD LEADING SOUTH, 59 FEET WEST OF THE CENTER
 PT0713'OF A WIRE GATE, 1 1/2 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF
 PT0713'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED ON
 PT0713'A 5/8 INCH COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 PT0713'13 FEET, AND ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0681 ***********************************************************************
 PT0681  DESIGNATION -  R 375
 PT0681  PID         -  PT0681
 PT0681  STATE/COUNTY-  SD/HAAKON
 PT0681  COUNTRY     -  US
 PT0681  USGS QUAD   -  POST RANCH (2017)
 PT0681
 PT0681                         *CURRENT SURVEY CONTROL
 PT0681  ______________________________________________________________________
 PT0681* NAD 83(1986) POSITION- 44 20 35.     (N) 101 56 09.     (W)   SCALED
 PT0681* NAVD 88 ORTHO HEIGHT -   745.634 (meters)     2446.30  (feet) ADJUSTED
 PT0681  ______________________________________________________________________
 PT0681  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 PT0681  DYNAMIC HEIGHT  -        745.430 (meters)     2445.63  (feet) COMP
 PT0681  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 PT0681
 PT0681  VERT ORDER      -  SECOND    CLASS 0
 PT0681
 PT0681.The horizontal coordinates were scaled from a map and have
 PT0681.an estimated accuracy of +/- 6 seconds.
 PT0681
 PT0681.The orthometric height was determined by differential leveling and
 PT0681.adjusted by the NATIONAL GEODETIC SURVEY
 PT0681.in June 1991.
 PT0681
 PT0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0681.GEOID18 height accuracy estimate available here.
 PT0681
 PT0681.Click photographs - Photos may exist for this station.
 PT0681
 PT0681.The dynamic height is computed by dividing the NAVD 88
 PT0681.geopotential number by the normal gravity value computed on the
 PT0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0681.degrees latitude (g = 980.6199 gals.).
 PT0681
 PT0681.The modeled gravity was interpolated from observed gravity values.
 PT0681
 PT0681;                    North         East    Units  Estimated Accuracy
 PT0681;SPC SD S     -   224,510.      472,220.      MT  (+/- 180 meters Scaled)
 PT0681
 PT0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ659141(NAD 83)
 PT0681
 PT0681                          SUPERSEDED SURVEY CONTROL
 PT0681
 PT0681  NGVD 29 (??/??/92)  745.169  (m)         2444.78   (f) ADJ UNCH    2 0
 PT0681
 PT0681.Superseded values are not recommended for survey control.
 PT0681
 PT0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0681.See file dsdata.pdf to determine how the superseded data were derived.
 PT0681
 PT0681_MARKER: DB = BENCH MARK DISK
 PT0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0681_STAMPING: R 375 1962
 PT0681_MARK LOGO: CGS
 PT0681_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0681+STABILITY: SURFACE MOTION
 PT0681
 PT0681  HISTORY     - Date     Condition        Report By
 PT0681  HISTORY     - 1962     MONUMENTED       CGS
 PT0681
 PT0681                          STATION DESCRIPTION
 PT0681
 PT0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0681'9.2 MI NW FROM HILLAND.
 PT0681'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0681'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0681'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3
 PT0681'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH ALONG
 PT0681'A GRADED DIRT ROAD, THENCE 0.6 MILE EAST ALONG A GRADED DIRT ROAD,
 PT0681'IN SECTION 3, T 4 N, R 18 E, ON THE OUTSIDE OF A CURVE IN THE
 PT0681'ROAD, 100 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET
 PT0681'SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.6 FEET
 PT0681'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PT0681'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1687 ***********************************************************************
 PU1687  DESIGNATION -  R 376
 PU1687  PID         -  PU1687
 PU1687  STATE/COUNTY-  SD/LAWRENCE
 PU1687  COUNTRY     -  US
 PU1687  USGS QUAD   -  SPEARFISH (2017)
 PU1687
 PU1687                         *CURRENT SURVEY CONTROL
 PU1687  ______________________________________________________________________
 PU1687* NAD 83(1986) POSITION- 44 28 46.     (N) 103 49 50.     (W)   SCALED
 PU1687* NAVD 88 ORTHO HEIGHT -  1163.553 (meters)     3817.42  (feet) ADJUSTED
 PU1687  ______________________________________________________________________
 PU1687  GEOID HEIGHT    -        -14.500 (meters)                     GEOID18
 PU1687  DYNAMIC HEIGHT  -       1163.143 (meters)     3816.08  (feet) COMP
 PU1687  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 PU1687
 PU1687  VERT ORDER      -  SECOND    CLASS 0
 PU1687
 PU1687.The horizontal coordinates were scaled from a map and have
 PU1687.an estimated accuracy of +/- 6 seconds.
 PU1687
 PU1687.The orthometric height was determined by differential leveling and
 PU1687.adjusted by the NATIONAL GEODETIC SURVEY
 PU1687.in June 1991.
 PU1687
 PU1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1687.GEOID18 height accuracy estimate available here.
 PU1687
 PU1687.Click photographs - Photos may exist for this station.
 PU1687
 PU1687.The dynamic height is computed by dividing the NAVD 88
 PU1687.geopotential number by the normal gravity value computed on the
 PU1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1687.degrees latitude (g = 980.6199 gals.).
 PU1687
 PU1687.The modeled gravity was interpolated from observed gravity values.
 PU1687
 PU1687;                    North         East    Units  Estimated Accuracy
 PU1687;SPC SD N     -    79,010.      295,370.      MT  (+/- 180 meters Scaled)
 PU1687
 PU1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK930257(NAD 83)
 PU1687
 PU1687                          SUPERSEDED SURVEY CONTROL
 PU1687
 PU1687  NGVD 29 (??/??/92) 1162.988  (m)         3815.57   (f) ADJ UNCH    2 0
 PU1687
 PU1687.Superseded values are not recommended for survey control.
 PU1687
 PU1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1687.See file dsdata.pdf to determine how the superseded data were derived.
 PU1687
 PU1687_MARKER: DB = BENCH MARK DISK
 PU1687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1687_SP_SET: CULVERT WINGWALL
 PU1687_STAMPING: R 376 1962
 PU1687_MARK LOGO: CGS
 PU1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1687+STABILITY: SURFACE MOTION
 PU1687
 PU1687  HISTORY     - Date     Condition        Report By
 PU1687  HISTORY     - 1962     MONUMENTED       CGS
 PU1687  HISTORY     - 1971     GOOD             NGS
 PU1687
 PU1687                          STATION DESCRIPTION
 PU1687
 PU1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1687'1.8 MI SE FROM SPEARFISH.
 PU1687'1.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1687'AT SPEARFISH, AT THE JUNCTION WITH A ROAD NORTHWEST, SET IN
 PU1687'A CULVERT UNDER THE HIGHWAY, 1.3 FEET NORTH OF THE SOUTH END
 PU1687'OF THE WINGWALL AT THE SOUTHWEST END OF THE SOUTH HEADWALL,
 PU1687'17.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET HORIZONTALLY.
 PU1687
 PU1687                          STATION RECOVERY (1971)
 PU1687
 PU1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PU1687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2021 ***********************************************************************
 PU2021  DESIGNATION -  R 377
 PU2021  PID         -  PU2021
 PU2021  STATE/COUNTY-  SD/BUTTE
 PU2021  COUNTRY     -  US
 PU2021  USGS QUAD   -  FRUITDALE (2017)
 PU2021
 PU2021                         *CURRENT SURVEY CONTROL
 PU2021  ______________________________________________________________________
 PU2021* NAD 83(1986) POSITION- 44 38 53.     (N) 103 40 09.     (W)   SCALED
 PU2021* NAVD 88 ORTHO HEIGHT -   887.506 (meters)     2911.76  (feet) ADJUSTED
 PU2021  ______________________________________________________________________
 PU2021  GEOID HEIGHT    -        -15.635 (meters)                     GEOID18
 PU2021  DYNAMIC HEIGHT  -        887.266 (meters)     2910.97  (feet) COMP
 PU2021  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 PU2021
 PU2021  VERT ORDER      -  SECOND    CLASS 0
 PU2021
 PU2021.The horizontal coordinates were scaled from a map and have
 PU2021.an estimated accuracy of +/- 6 seconds.
 PU2021
 PU2021.The orthometric height was determined by differential leveling and
 PU2021.adjusted by the NATIONAL GEODETIC SURVEY
 PU2021.in June 1991.
 PU2021
 PU2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2021.GEOID18 height accuracy estimate available here.
 PU2021
 PU2021.Click photographs - Photos may exist for this station.
 PU2021
 PU2021.The dynamic height is computed by dividing the NAVD 88
 PU2021.geopotential number by the normal gravity value computed on the
 PU2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2021.degrees latitude (g = 980.6199 gals.).
 PU2021
 PU2021.The modeled gravity was interpolated from observed gravity values.
 PU2021
 PU2021;                    North         East    Units  Estimated Accuracy
 PU2021;SPC SD N     -    97,130.      309,040.      MT  (+/- 180 meters Scaled)
 PU2021
 PU2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK055447(NAD 83)
 PU2021
 PU2021                          SUPERSEDED SURVEY CONTROL
 PU2021
 PU2021  NGVD 29 (??/??/92)  887.021  (m)         2910.17   (f) ADJ UNCH    2 0
 PU2021
 PU2021.Superseded values are not recommended for survey control.
 PU2021
 PU2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2021.See file dsdata.pdf to determine how the superseded data were derived.
 PU2021
 PU2021_MARKER: DB = BENCH MARK DISK
 PU2021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU2021_STAMPING: R 377 1962
 PU2021_MARK LOGO: CGS
 PU2021_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2021
 PU2021  HISTORY     - Date     Condition        Report By
 PU2021  HISTORY     - 1962     MONUMENTED       CGS
 PU2021
 PU2021                          STATION DESCRIPTION
 PU2021
 PU2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2021'3.2 MI SE FROM FRUITDALE.
 PU2021'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2021'FRUITDALE, THENCE 1.65 MILES EAST ALONG A GRAVELED ROAD, 45
 PU2021'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 PU2021'ROAD SOUTH AND TRACK ROAD NORTH, 34 FEET NORTH OF THE CENTER
 PU2021'LINE OF THE ROAD, 34 FEET WEST OF THE CENTER LINE OF THE ROAD
 PU2021'NORTH, 27 FEET WEST OF THE CENTER OF A WIRE GATE, 2 1/2 FEET
 PU2021'EAST OF POWER POLE 1-121 WITH A GUY WIRE, 0.5 FOOT NORTH OF
 PU2021'A FENCE, 1.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU2021'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 PU2021'AT A DEPTH OF 17 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED
 PU2021'IN A 6-INCH TILE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0470 ***********************************************************************
 PU0470  DESIGNATION -  R 378
 PU0470  PID         -  PU0470
 PU0470  STATE/COUNTY-  SD/PENNINGTON
 PU0470  COUNTRY     -  US
 PU0470  USGS QUAD   -  PEDRO NW (2017)
 PU0470
 PU0470                         *CURRENT SURVEY CONTROL
 PU0470  ______________________________________________________________________
 PU0470* NAD 83(1986) POSITION- 44 22 47.     (N) 102 11 47.     (W)   SCALED
 PU0470* NAVD 88 ORTHO HEIGHT -   786.408 (meters)     2580.07  (feet) ADJUSTED
 PU0470  ______________________________________________________________________
 PU0470  GEOID HEIGHT    -        -19.434 (meters)                     GEOID18
 PU0470  DYNAMIC HEIGHT  -        786.200 (meters)     2579.39  (feet) COMP
 PU0470  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 PU0470
 PU0470  VERT ORDER      -  SECOND    CLASS 0
 PU0470
 PU0470.The horizontal coordinates were scaled from a map and have
 PU0470.an estimated accuracy of +/- 6 seconds.
 PU0470
 PU0470.The orthometric height was determined by differential leveling and
 PU0470.adjusted by the NATIONAL GEODETIC SURVEY
 PU0470.in June 1991.
 PU0470
 PU0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0470.GEOID18 height accuracy estimate available here.
 PU0470
 PU0470.Click photographs - Photos may exist for this station.
 PU0470
 PU0470.The dynamic height is computed by dividing the NAVD 88
 PU0470.geopotential number by the normal gravity value computed on the
 PU0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0470.degrees latitude (g = 980.6199 gals.).
 PU0470
 PU0470.The modeled gravity was interpolated from observed gravity values.
 PU0470
 PU0470;                    North         East    Units  Estimated Accuracy
 PU0470;SPC SD S     -   229,010.      451,540.      MT  (+/- 180 meters Scaled)
 PU0470
 PU0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK233178(NAD 83)
 PU0470
 PU0470                          SUPERSEDED SURVEY CONTROL
 PU0470
 PU0470  NGVD 29 (??/??/92)  785.948  (m)         2578.56   (f) ADJ UNCH    2 0
 PU0470
 PU0470.Superseded values are not recommended for survey control.
 PU0470
 PU0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0470.See file dsdata.pdf to determine how the superseded data were derived.
 PU0470
 PU0470_MARKER: DB = BENCH MARK DISK
 PU0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0470_STAMPING: R 378 1962
 PU0470_MARK LOGO: CGS
 PU0470_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0470+STABILITY: SURFACE MOTION
 PU0470
 PU0470  HISTORY     - Date     Condition        Report By
 PU0470  HISTORY     - 1962     MONUMENTED       CGS
 PU0470
 PU0470                          STATION DESCRIPTION
 PU0470
 PU0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0470'8.6 MI SW FROM PEDRO.
 PU0470'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0470'PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0470'JUNCTION, THENCE 7.2 MILES SOUTHWEST ALONG A GRAVELED ROAD, OR
 PU0470'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AND
 PU0470'SERVICE STATION AT CREIGHTON, THENCE 1.0 MILES EAST ALONG A
 PU0470'GRAVELED ROAD, THENCE 7.2 MILES NORTH ALONG A GRAVELED ROAD,
 PU0470'IN SECTION 21, T 5 N, R 16 E, 0.25 MILE EAST OF A SHARP CURVE,
 PU0470'42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 58 FEET EAST OF
 PU0470'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 63 FEET
 PU0470'WEST OF A CORNER FENCE POST, 2.3 FEET SOUTH OF A FENCE, 1.9 FEET
 PU0470'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 PU0470'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0576 ***********************************************************************
 PU0576  DESIGNATION -  R 379
 PU0576  PID         -  PU0576
 PU0576  STATE/COUNTY-  SD/PENNINGTON
 PU0576  COUNTRY     -  US
 PU0576  USGS QUAD   -  HORSE TOOTH (2017)
 PU0576
 PU0576                         *CURRENT SURVEY CONTROL
 PU0576  ______________________________________________________________________
 PU0576* NAD 83(1986) POSITION- 44 12 48.     (N) 102 05 16.     (W)   SCALED
 PU0576* NAVD 88 ORTHO HEIGHT -   791.391 (meters)     2596.42  (feet) ADJUSTED
 PU0576  ______________________________________________________________________
 PU0576  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 PU0576  DYNAMIC HEIGHT  -        791.166 (meters)     2595.68  (feet) COMP
 PU0576  MODELED GRAVITY -    980,308.4   (mgal)                       NAVD 88
 PU0576
 PU0576  VERT ORDER      -  SECOND    CLASS 0
 PU0576
 PU0576.The horizontal coordinates were scaled from a map and have
 PU0576.an estimated accuracy of +/- 6 seconds.
 PU0576
 PU0576.The orthometric height was determined by differential leveling and
 PU0576.adjusted by the NATIONAL GEODETIC SURVEY
 PU0576.in June 1991.
 PU0576
 PU0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0576.GEOID18 height accuracy estimate available here.
 PU0576
 PU0576.Click photographs - Photos may exist for this station.
 PU0576
 PU0576.The dynamic height is computed by dividing the NAVD 88
 PU0576.geopotential number by the normal gravity value computed on the
 PU0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0576.degrees latitude (g = 980.6199 gals.).
 PU0576
 PU0576.The modeled gravity was interpolated from observed gravity values.
 PU0576
 PU0576;                    North         East    Units  Estimated Accuracy
 PU0576;SPC SD S     -   210,340.      459,800.      MT  (+/- 180 meters Scaled)
 PU0576
 PU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ326996(NAD 83)
 PU0576
 PU0576                          SUPERSEDED SURVEY CONTROL
 PU0576
 PU0576  NGVD 29 (??/??/92)  790.932  (m)         2594.92   (f) ADJ UNCH    2 0
 PU0576
 PU0576.Superseded values are not recommended for survey control.
 PU0576
 PU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0576.See file dsdata.pdf to determine how the superseded data were derived.
 PU0576
 PU0576_MARKER: DB = BENCH MARK DISK
 PU0576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0576_STAMPING: R 379 1962
 PU0576_MARK LOGO: CGS
 PU0576_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0576_ROD/PIPE-DEPTH: 3.4 meters
 PU0576
 PU0576  HISTORY     - Date     Condition        Report By
 PU0576  HISTORY     - 1962     MONUMENTED       CGS
 PU0576
 PU0576                          STATION DESCRIPTION
 PU0576
 PU0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0576'20 MI NE FROM QUINN.
 PU0576'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0576'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0576'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST
 PU0576'ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTH ALONG A GRAVELED
 PU0576'ROAD, ABOUT 0.5 MILE EAST-SOUTHEAST OF A SMALL DAM, 35 FEET EAST
 PU0576'OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF POWER
 PU0576'POLES, 11 FEET SOUTH OF A POWER POLE, 4 1/2 FEET EAST OF A FENCE,
 PU0576'4.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0576'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD THAT IS
 PU0576'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0576'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0166 ***********************************************************************
 OS0166  DESIGNATION -  R 38
 OS0166  PID         -  OS0166
 OS0166  STATE/COUNTY-  SD/TODD
 OS0166  COUNTRY     -  US
 OS0166  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0166
 OS0166                         *CURRENT SURVEY CONTROL
 OS0166  ______________________________________________________________________
 OS0166* NAD 83(1986) POSITION- 43 04 55.     (N) 100 36 36.     (W)   SCALED
 OS0166* NAVD 88 ORTHO HEIGHT -   856.721 (meters)     2810.76  (feet) ADJUSTED
 OS0166  ______________________________________________________________________
 OS0166  GEOID HEIGHT    -        -22.427 (meters)                     GEOID18
 OS0166  DYNAMIC HEIGHT  -        856.372 (meters)     2809.61  (feet) COMP
 OS0166  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 OS0166
 OS0166  VERT ORDER      -  FIRST     CLASS II
 OS0166
 OS0166.The horizontal coordinates were scaled from a map and have
 OS0166.an estimated accuracy of +/- 6 seconds.
 OS0166
 OS0166.The orthometric height was determined by differential leveling and
 OS0166.adjusted by the NATIONAL GEODETIC SURVEY
 OS0166.in June 1991.
 OS0166
 OS0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0166.GEOID18 height accuracy estimate available here.
 OS0166
 OS0166.Click photographs - Photos may exist for this station.
 OS0166
 OS0166.The dynamic height is computed by dividing the NAVD 88
 OS0166.geopotential number by the normal gravity value computed on the
 OS0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0166.degrees latitude (g = 980.6199 gals.).
 OS0166
 OS0166.The modeled gravity was interpolated from observed gravity values.
 OS0166
 OS0166;                    North         East    Units  Estimated Accuracy
 OS0166;SPC SD S     -    83,200.      577,470.      MT  (+/- 180 meters Scaled)
 OS0166
 OS0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN689711(NAD 83)
 OS0166
 OS0166                          SUPERSEDED SURVEY CONTROL
 OS0166
 OS0166  NGVD 29 (??/??/92)  856.386  (m)         2809.66   (f) ADJ UNCH    1 2
 OS0166
 OS0166.Superseded values are not recommended for survey control.
 OS0166
 OS0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0166.See file dsdata.pdf to determine how the superseded data were derived.
 OS0166
 OS0166_MARKER: DB = BENCH MARK DISK
 OS0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0166_STAMPING: R 38 1933
 OS0166_MARK LOGO: CGS
 OS0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0166+STABILITY: SURFACE MOTION
 OS0166
 OS0166  HISTORY     - Date     Condition        Report By
 OS0166  HISTORY     - 1933     MONUMENTED       CGS
 OS0166
 OS0166                          STATION DESCRIPTION
 OS0166
 OS0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0166'17.5 MI S FROM MISSION.
 OS0166'IN TODD COUNTY, SOUTH DAKOTA, ABOUT 17.5 MILE SOUTH ALONG
 OS0166'U.S. HIGHWAY 83 FROM MISSION, TODD COUNTY, SOUTH DAKOTA,
 OS0166'ABOUT 16.7 MILES NORTH OF VALENTINE, CHERRY COUNTY, NEBRASKA,
 OS0166'ABOUT 2 MILES NORTH OF ROCK CREEK SCHOOL, AT THE TOP OF A HIGH
 OS0166'HILL, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 OS0166'EAST OF A FENCE, AND 3 FEET NORTH OF THE FENCE CORNER.  A
 OS0166'STANDARD DISK, STAMPED R 38 1933 AND SET IN THE TOP OF A
 OS0166'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0516 ***********************************************************************
 PU0516  DESIGNATION -  R 380
 PU0516  PID         -  PU0516
 PU0516  STATE/COUNTY-  SD/PENNINGTON
 PU0516  COUNTRY     -  US
 PU0516  USGS QUAD   -  WASTA NE (2017)
 PU0516
 PU0516                         *CURRENT SURVEY CONTROL
 PU0516  ______________________________________________________________________
 PU0516* NAD 83(1986) POSITION- 44 12 26.     (N) 102 20 36.     (W)   SCALED
 PU0516* NAVD 88 ORTHO HEIGHT -   747.724 (meters)     2453.16  (feet) ADJUSTED
 PU0516  ______________________________________________________________________
 PU0516  GEOID HEIGHT    -        -18.942 (meters)                     GEOID18
 PU0516  DYNAMIC HEIGHT  -        747.524 (meters)     2452.50  (feet) COMP
 PU0516  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 PU0516
 PU0516  VERT ORDER      -  SECOND    CLASS 0
 PU0516
 PU0516.The horizontal coordinates were scaled from a map and have
 PU0516.an estimated accuracy of +/- 6 seconds.
 PU0516
 PU0516.The orthometric height was determined by differential leveling and
 PU0516.adjusted by the NATIONAL GEODETIC SURVEY
 PU0516.in June 1991.
 PU0516
 PU0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0516.GEOID18 height accuracy estimate available here.
 PU0516
 PU0516.Click photographs - Photos may exist for this station.
 PU0516
 PU0516.The dynamic height is computed by dividing the NAVD 88
 PU0516.geopotential number by the normal gravity value computed on the
 PU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0516.degrees latitude (g = 980.6199 gals.).
 PU0516
 PU0516.The modeled gravity was interpolated from observed gravity values.
 PU0516
 PU0516;                    North         East    Units  Estimated Accuracy
 PU0516;SPC SD S     -   210,120.      439,370.      MT  (+/- 180 meters Scaled)
 PU0516
 PU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ122983(NAD 83)
 PU0516
 PU0516                          SUPERSEDED SURVEY CONTROL
 PU0516
 PU0516  NGVD 29 (??/??/92)  747.277  (m)         2451.69   (f) ADJ UNCH    2 0
 PU0516
 PU0516.Superseded values are not recommended for survey control.
 PU0516
 PU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0516.See file dsdata.pdf to determine how the superseded data were derived.
 PU0516
 PU0516_MARKER: DB = BENCH MARK DISK
 PU0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0516_STAMPING: R 380 1962
 PU0516_MARK LOGO: CGS
 PU0516_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0516+STABILITY: SURFACE MOTION
 PU0516
 PU0516  HISTORY     - Date     Condition        Report By
 PU0516  HISTORY     - 1962     MONUMENTED       CGS
 PU0516
 PU0516                          STATION DESCRIPTION
 PU0516
 PU0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0516'14.2 MI SW FROM CREIGHTON.
 PU0516'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0516'AND SERVICE STATION AT CREIGHTON, THENCE 3.0 MILES WEST ALONG
 PU0516'A GRAVELED ROAD, THENCE 3.7 MILES NORTHWEST ALONG A GRAVELED
 PU0516'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A GRADED DIRT ROAD,
 PU0516'IN SECTION 20, T 3 N, R 15 E, ABOUT 0.5 MILE SOUTHEAST OF A LARGE
 PU0516'STOCK WATER DAM, ON THE CREST OF A SMALL HILL, 61 FEET NORTHEAST
 PU0516'OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A METAL
 PU0516'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 PU0516'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0088 ***********************************************************************
 OT0088  DESIGNATION -  R 381
 OT0088  PID         -  OT0088
 OT0088  STATE/COUNTY-  SD/PENNINGTON
 OT0088  COUNTRY     -  US
 OT0088  USGS QUAD   -  QUINN TABLE (2017)
 OT0088
 OT0088                         *CURRENT SURVEY CONTROL
 OT0088  ______________________________________________________________________
 OT0088* NAD 83(1986) POSITION- 43 58 48.     (N) 102 23 21.     (W)   SCALED
 OT0088* NAVD 88 ORTHO HEIGHT -   856.216 (meters)     2809.10  (feet) ADJUSTED
 OT0088  ______________________________________________________________________
 OT0088  GEOID HEIGHT    -        -18.563 (meters)                     GEOID18
 OT0088  DYNAMIC HEIGHT  -        855.957 (meters)     2808.25  (feet) COMP
 OT0088  MODELED GRAVITY -    980,286.4   (mgal)                       NAVD 88
 OT0088
 OT0088  VERT ORDER      -  SECOND    CLASS 0
 OT0088
 OT0088.The horizontal coordinates were scaled from a map and have
 OT0088.an estimated accuracy of +/- 6 seconds.
 OT0088
 OT0088.The orthometric height was determined by differential leveling and
 OT0088.adjusted by the NATIONAL GEODETIC SURVEY
 OT0088.in June 1991.
 OT0088
 OT0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0088.GEOID18 height accuracy estimate available here.
 OT0088
 OT0088.Click photographs - Photos may exist for this station.
 OT0088
 OT0088.The dynamic height is computed by dividing the NAVD 88
 OT0088.geopotential number by the normal gravity value computed on the
 OT0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0088.degrees latitude (g = 980.6199 gals.).
 OT0088
 OT0088.The modeled gravity was interpolated from observed gravity values.
 OT0088
 OT0088;                    North         East    Units  Estimated Accuracy
 OT0088;SPC SD S     -   184,970.      435,080.      MT  (+/- 180 meters Scaled)
 OT0088
 OT0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ093729(NAD 83)
 OT0088
 OT0088                          SUPERSEDED SURVEY CONTROL
 OT0088
 OT0088  NGVD 29 (??/??/92)  855.766  (m)         2807.63   (f) ADJ UNCH    2 0
 OT0088
 OT0088.Superseded values are not recommended for survey control.
 OT0088
 OT0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0088.See file dsdata.pdf to determine how the superseded data were derived.
 OT0088
 OT0088_MARKER: DB = BENCH MARK DISK
 OT0088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0088_SP_SET: CATTLE GUARD
 OT0088_STAMPING: R 381 1962
 OT0088_MARK LOGO: CGS
 OT0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0088+STABILITY: SURFACE MOTION
 OT0088
 OT0088  HISTORY     - Date     Condition        Report By
 OT0088  HISTORY     - 1962     MONUMENTED       CGS
 OT0088
 OT0088                          STATION DESCRIPTION
 OT0088
 OT0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0088'11.3 MI SE FROM WASTA.
 OT0088'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0088'FROM THE STATION AT WASTA, THENCE 3.95 MILE SOUTHEAST ALONG A
 OT0088'GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILE
 OT0088'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0088'DIRT ROAD, IN THE SOUTH SIDE OF SECTION 1 T 1 S R 14 E, 0.25 MILE
 OT0088'SOUTH-SOUTHEAST OF A SLIGHT CURVE, 50 FEET NORTH OF THE CENTER
 OT0088'LINE OF THE JUNCTION WITH A EAST-WEST GRAVELED ROAD, AT THE EAST
 OT0088'CORNER OF A STEEL AND CONCRETE CATTLE GUARD, 11 1/2 FEET NORTHEAST
 OT0088'OF THE CENTER LINE OF CATTLE GUARD AND ROAD, ABOUT 6 INCHES BELOW
 OT0088'THE LEVEL OF THE CROSS RAILING, AND SET IN THE TOP OF THE EAST
 OT0088'CORNER OF THE CONCRETE RETAINING WALL UNDER THE STEEL CROSS
 OT0088'RAILING OF CATTLE GUARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0484 ***********************************************************************
 OS0484  DESIGNATION -  R 382
 OS0484  PID         -  OS0484
 OS0484  STATE/COUNTY-  SD/JACKSON
 OS0484  COUNTRY     -  US
 OS0484  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0484
 OS0484                         *CURRENT SURVEY CONTROL
 OS0484  ______________________________________________________________________
 OS0484* NAD 83(1986) POSITION- 43 48 25.     (N) 101 56 23.     (W)   SCALED
 OS0484* NAVD 88 ORTHO HEIGHT -   776.486 (meters)     2547.52  (feet) ADJUSTED
 OS0484  ______________________________________________________________________
 OS0484  GEOID HEIGHT    -        -20.036 (meters)                     GEOID18
 OS0484  DYNAMIC HEIGHT  -        776.235 (meters)     2546.70  (feet) COMP
 OS0484  MODELED GRAVITY -    980,269.5   (mgal)                       NAVD 88
 OS0484
 OS0484  VERT ORDER      -  FIRST     CLASS II
 OS0484
 OS0484.The horizontal coordinates were scaled from a map and have
 OS0484.an estimated accuracy of +/- 6 seconds.
 OS0484
 OS0484.The orthometric height was determined by differential leveling and
 OS0484.adjusted by the NATIONAL GEODETIC SURVEY
 OS0484.in June 1991.
 OS0484
 OS0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0484.GEOID18 height accuracy estimate available here.
 OS0484
 OS0484.Click photographs - Photos may exist for this station.
 OS0484
 OS0484.The dynamic height is computed by dividing the NAVD 88
 OS0484.geopotential number by the normal gravity value computed on the
 OS0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0484.degrees latitude (g = 980.6199 gals.).
 OS0484
 OS0484.The modeled gravity was interpolated from observed gravity values.
 OS0484
 OS0484;                    North         East    Units  Estimated Accuracy
 OS0484;SPC SD S     -   164,960.      470,760.      MT  (+/- 180 meters Scaled)
 OS0484
 OS0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP635546(NAD 83)
 OS0484
 OS0484                          SUPERSEDED SURVEY CONTROL
 OS0484
 OS0484  NGVD 29 (??/??/92)  776.033  (m)         2546.03   (f) ADJ UNCH    1 2
 OS0484
 OS0484.Superseded values are not recommended for survey control.
 OS0484
 OS0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0484.See file dsdata.pdf to determine how the superseded data were derived.
 OS0484
 OS0484_MARKER: DB = BENCH MARK DISK
 OS0484_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OS0484+WITH SETTING: PAVEMENT
 OS0484_SP_SET: CONCRETE PEDESTAL BASE
 OS0484_STAMPING: R 382 1962
 OS0484_MARK LOGO: CGS
 OS0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0484+STABILITY: SURFACE MOTION
 OS0484
 OS0484  HISTORY     - Date     Condition        Report By
 OS0484  HISTORY     - 1962     MONUMENTED       CGS
 OS0484  HISTORY     - 1985     GOOD             NGS
 OS0484
 OS0484                          STATION DESCRIPTION
 OS0484
 OS0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0484'5.2 MI N FROM CEDAR PASS.
 OS0484'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0484'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 3.6
 OS0484'MILES NORTH ALONG A GRAVELED ROAD, 66 FEET WEST OF THE CENTER
 OS0484'LINE OF THE ROAD, 3 FEET EAST OF A FENCE, ABOUT 2 FEET BELOW
 OS0484'THE LEVEL OF THE ROAD, SET IN THE BASE OF A CONCRETE CYLINDER
 OS0484'18 INCHES IN DIAMETER WHICH PROJECTS 4 FEET, DRILLED IN THE
 OS0484'SOUTHEAST SIDE OF THE BASE, ABOUT 3 INCHES BELOW THE SURFACE OF
 OS0484'THE GROUND.
 OS0484
 OS0484                          STATION RECOVERY (1985)
 OS0484
 OS0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0484'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0484'HIGHWAY 44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG STATE
 OS0484'HIGHWAY 240, THENCE 5.65 KM (3.55 MI) NORTH ALONG A DIRT ROAD, IN TOP
 OS0484'OF THE SOUTHEAST EDGE OF THE CONCRETE BASE OF A CONCRETE THEODLITE
 OS0484'PEDESTAL PROJECTING 4-FEET ABOVE THE GROUND, 20.1 METERS (66 FT) WEST
 OS0484'OF THE CENTER OF THE ROAD, 0.9 METER (3 FT) EAST OF THE RIGHT-OF-WAY
 OS0484'FENCE AND 0.1 METER 0.3 FT) BELOW THE SURFACE OF THE GROUND.
 OS0484'THE MARK IS 0.6 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0721 ***********************************************************************
 PT0721  DESIGNATION -  R 383
 PT0721  PID         -  PT0721
 PT0721  STATE/COUNTY-  SD/HAAKON
 PT0721  COUNTRY     -  US
 PT0721  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0721
 PT0721                         *CURRENT SURVEY CONTROL
 PT0721  ______________________________________________________________________
 PT0721* NAD 83(1986) POSITION- 44 07 30.     (N) 101 50 51.     (W)   SCALED
 PT0721* NAVD 88 ORTHO HEIGHT -   734.454 (meters)     2409.62  (feet) ADJUSTED
 PT0721  ______________________________________________________________________
 PT0721  GEOID HEIGHT    -        -20.405 (meters)                     GEOID18
 PT0721  DYNAMIC HEIGHT  -        734.242 (meters)     2408.93  (feet) COMP
 PT0721  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 PT0721
 PT0721  VERT ORDER      -  SECOND    CLASS 0
 PT0721
 PT0721.The horizontal coordinates were scaled from a map and have
 PT0721.an estimated accuracy of +/- 6 seconds.
 PT0721
 PT0721.The orthometric height was determined by differential leveling and
 PT0721.adjusted by the NATIONAL GEODETIC SURVEY
 PT0721.in June 1991.
 PT0721
 PT0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0721.GEOID18 height accuracy estimate available here.
 PT0721
 PT0721.Click photographs - Photos may exist for this station.
 PT0721
 PT0721.The dynamic height is computed by dividing the NAVD 88
 PT0721.geopotential number by the normal gravity value computed on the
 PT0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0721.degrees latitude (g = 980.6199 gals.).
 PT0721
 PT0721.The modeled gravity was interpolated from observed gravity values.
 PT0721
 PT0721;                    North         East    Units  Estimated Accuracy
 PT0721;SPC SD S     -   200,150.      478,820.      MT  (+/- 180 meters Scaled)
 PT0721
 PT0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP721896(NAD 83)
 PT0721
 PT0721                          SUPERSEDED SURVEY CONTROL
 PT0721
 PT0721  NGVD 29 (??/??/92)  733.994  (m)         2408.11   (f) ADJ UNCH    2 0
 PT0721
 PT0721.Superseded values are not recommended for survey control.
 PT0721
 PT0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0721.See file dsdata.pdf to determine how the superseded data were derived.
 PT0721
 PT0721_MARKER: DB = BENCH MARK DISK
 PT0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0721_STAMPING: R 383 1962
 PT0721_MARK LOGO: CGS
 PT0721_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0721+STABILITY: SURFACE MOTION
 PT0721
 PT0721  HISTORY     - Date     Condition        Report By
 PT0721  HISTORY     - 1962     MONUMENTED       CGS
 PT0721
 PT0721                          STATION DESCRIPTION
 PT0721
 PT0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0721'11.5 MI S FROM HILLAND.
 PT0721'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0721'CEMERETY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0721'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0721'4.0 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 17, T 2 N,
 PT0721'R 19 E, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 67 FEET
 PT0721'NORTH OF A SECTION LINE FENCE WEST, 5 FEET SOUTHWEST OF A
 PT0721'TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET SOUTH
 PT0721'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 PT0721'A CONCRETE POST WHICH PROJECTS 8-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0778 ***********************************************************************
 PT0778  DESIGNATION -  R 384
 PT0778  PID         -  PT0778
 PT0778  STATE/COUNTY-  SD/HAAKON
 PT0778  COUNTRY     -  US
 PT0778  USGS QUAD   -  BOWEN RANCH (2017)
 PT0778
 PT0778                         *CURRENT SURVEY CONTROL
 PT0778  ______________________________________________________________________
 PT0778* NAD 83(1986) POSITION- 44 03 09.     (N) 101 47 13.     (W)   SCALED
 PT0778* NAVD 88 ORTHO HEIGHT -   732.163 (meters)     2402.10  (feet) ADJUSTED
 PT0778  ______________________________________________________________________
 PT0778  GEOID HEIGHT    -        -20.648 (meters)                     GEOID18
 PT0778  DYNAMIC HEIGHT  -        731.951 (meters)     2401.41  (feet) COMP
 PT0778  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 PT0778
 PT0778  VERT ORDER      -  SECOND    CLASS 0
 PT0778
 PT0778.The horizontal coordinates were scaled from a map and have
 PT0778.an estimated accuracy of +/- 6 seconds.
 PT0778
 PT0778.The orthometric height was determined by differential leveling and
 PT0778.adjusted by the NATIONAL GEODETIC SURVEY
 PT0778.in June 1991.
 PT0778
 PT0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0778.GEOID18 height accuracy estimate available here.
 PT0778
 PT0778.Click photographs - Photos may exist for this station.
 PT0778
 PT0778.The dynamic height is computed by dividing the NAVD 88
 PT0778.geopotential number by the normal gravity value computed on the
 PT0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0778.degrees latitude (g = 980.6199 gals.).
 PT0778
 PT0778.The modeled gravity was interpolated from observed gravity values.
 PT0778
 PT0778;                    North         East    Units  Estimated Accuracy
 PT0778;SPC SD S     -   192,010.      483,530.      MT  (+/- 180 meters Scaled)
 PT0778
 PT0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP767814(NAD 83)
 PT0778
 PT0778                          SUPERSEDED SURVEY CONTROL
 PT0778
 PT0778  NGVD 29 (??/??/92)  731.712  (m)         2400.63   (f) ADJ UNCH    2 0
 PT0778
 PT0778.Superseded values are not recommended for survey control.
 PT0778
 PT0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0778.See file dsdata.pdf to determine how the superseded data were derived.
 PT0778
 PT0778_MARKER: DB = BENCH MARK DISK
 PT0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0778_STAMPING: R 384 1962
 PT0778_MARK LOGO: CGS
 PT0778_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0778+STABILITY: SURFACE MOTION
 PT0778
 PT0778  HISTORY     - Date     Condition        Report By
 PT0778  HISTORY     - 1962     MONUMENTED       CGS
 PT0778
 PT0778                          STATION DESCRIPTION
 PT0778
 PT0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0778'8.3 MI NW FROM PHILIP.
 PT0778'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0778'AND NORTH WESTERN RAILWAY STATION AT PHILIP, THENCE 0.9 MILE
 PT0778'WEST ALONG WEST PINE STREET, THENCE 2.5 MILES SOUTHWEST ALONG
 PT0778'U.S. HIGHWAY 14, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD,
 PT0778'THENCE 2.9 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 PT0778'NORTH ALONG A GRAVELED ROAD, IN SECTION 12, T 1 N, R 19 E,
 PT0778'40 FEET EAST OF THE CENTER LINE OF THE ROAD, 51 FEET NORTH OF
 PT0778'THE CENTER OF A WIRE GATE, 1 1/2 FEET WEST OF A FENCE, 1.0 FOOT
 PT0778'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 PT0778'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0778'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0155 ***********************************************************************
 OT0155  DESIGNATION -  R 385
 OT0155  PID         -  OT0155
 OT0155  STATE/COUNTY-  SD/PENNINGTON
 OT0155  COUNTRY     -  US
 OT0155  USGS QUAD   -  WALL NE (2017)
 OT0155
 OT0155                         *CURRENT SURVEY CONTROL
 OT0155  ______________________________________________________________________
 OT0155* NAD 83(1986) POSITION- 43 58 25.91   (N) 102 02 16.26   (W)   HD_HELD1
 OT0155* NAVD 88 ORTHO HEIGHT -   766.496 (meters)     2514.75  (feet) ADJUSTED
 OT0155  ______________________________________________________________________
 OT0155  GEOID HEIGHT    -        -19.717 (meters)                     GEOID18
 OT0155  DYNAMIC HEIGHT  -        766.266 (meters)     2513.99  (feet) COMP
 OT0155  MODELED GRAVITY -    980,293.4   (mgal)                       NAVD 88
 OT0155
 OT0155  VERT ORDER      -  SECOND    CLASS 0
 OT0155
 OT0155.The horizontal coordinates were determined by differentially corrected
 OT0155.hand held GPS observations or other comparable positioning techniques
 OT0155.and have an estimated accuracy of +/- 3 meters.
 OT0155
 OT0155.The orthometric height was determined by differential leveling and
 OT0155.adjusted by the NATIONAL GEODETIC SURVEY
 OT0155.in June 1991.
 OT0155
 OT0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0155.GEOID18 height accuracy estimate available here.
 OT0155
 OT0155.Click photographs - Photos may exist for this station.
 OT0155
 OT0155.The dynamic height is computed by dividing the NAVD 88
 OT0155.geopotential number by the normal gravity value computed on the
 OT0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0155.degrees latitude (g = 980.6199 gals.).
 OT0155
 OT0155.The modeled gravity was interpolated from observed gravity values.
 OT0155
 OT0155;                    North         East    Units  Estimated Accuracy
 OT0155;SPC SD S     -   183,654.4     463,246.9     MT  (+/- 3 meters HH1 GPS) 
 OT0155
 OT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3759573236(NAD 83)
 OT0155
 OT0155                          SUPERSEDED SURVEY CONTROL
 OT0155
 OT0155  NGVD 29 (??/??/92)  766.045  (m)         2513.27   (f) ADJ UNCH    2 0
 OT0155
 OT0155.Superseded values are not recommended for survey control.
 OT0155
 OT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0155.See file dsdata.pdf to determine how the superseded data were derived.
 OT0155
 OT0155_MARKER: DB = BENCH MARK DISK
 OT0155_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0155_STAMPING: R 385 1962
 OT0155_MARK LOGO: CGS
 OT0155_PROJECTION: PROJECTING
 OT0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0155
 OT0155  HISTORY     - Date     Condition        Report By
 OT0155  HISTORY     - 1962     MONUMENTED       CGS
 OT0155
 OT0155                          STATION DESCRIPTION
 OT0155
 OT0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0155'4.7 MI E FROM QUINN.
 OT0155'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0155'QUINN, THENCE 4.5 MILES EAST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0155'12, T 1 S, R 17 E, 0.1 MILE EAST OF A LARGE CONCRETE TUBULAR
 OT0155'CULVERT, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27
 OT0155'FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE,
 OT0155'1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 OT0155'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OT0155'ROD DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 OT0155'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0566 ***********************************************************************
 OS0566  DESIGNATION -  R 386
 OS0566  PID         -  OS0566
 OS0566  STATE/COUNTY-  SD/JACKSON
 OS0566  COUNTRY     -  US
 OS0566  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0566
 OS0566                         *CURRENT SURVEY CONTROL
 OS0566  ______________________________________________________________________
 OS0566* NAD 83(1986) POSITION- 43 57 04.     (N) 101 51 38.     (W)   SCALED
 OS0566* NAVD 88 ORTHO HEIGHT -   728.591 (meters)     2390.39  (feet) ADJUSTED
 OS0566  ______________________________________________________________________
 OS0566  GEOID HEIGHT    -        -20.367 (meters)                     GEOID18
 OS0566  DYNAMIC HEIGHT  -        728.367 (meters)     2389.65  (feet) COMP
 OS0566  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 OS0566
 OS0566  VERT ORDER      -  SECOND    CLASS 0
 OS0566
 OS0566.The horizontal coordinates were scaled from a map and have
 OS0566.an estimated accuracy of +/- 6 seconds.
 OS0566
 OS0566.The orthometric height was determined by differential leveling and
 OS0566.adjusted by the NATIONAL GEODETIC SURVEY
 OS0566.in June 1991.
 OS0566
 OS0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0566.GEOID18 height accuracy estimate available here.
 OS0566
 OS0566.Click photographs - Photos may exist for this station.
 OS0566
 OS0566.The dynamic height is computed by dividing the NAVD 88
 OS0566.geopotential number by the normal gravity value computed on the
 OS0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0566.degrees latitude (g = 980.6199 gals.).
 OS0566
 OS0566.The modeled gravity was interpolated from observed gravity values.
 OS0566
 OS0566;                    North         East    Units  Estimated Accuracy
 OS0566;SPC SD S     -   180,850.      477,420.      MT  (+/- 180 meters Scaled)
 OS0566
 OS0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP704704(NAD 83)
 OS0566
 OS0566                          SUPERSEDED SURVEY CONTROL
 OS0566
 OS0566  NGVD 29 (??/??/92)  728.137  (m)         2388.90   (f) ADJ UNCH    2 0
 OS0566
 OS0566.Superseded values are not recommended for survey control.
 OS0566
 OS0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0566.See file dsdata.pdf to determine how the superseded data were derived.
 OS0566
 OS0566_MARKER: DB = BENCH MARK DISK
 OS0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0566_STAMPING: R 386 1962
 OS0566_MARK LOGO: CGS
 OS0566_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0566+STABILITY: SURFACE MOTION
 OS0566
 OS0566  HISTORY     - Date     Condition        Report By
 OS0566  HISTORY     - 1962     MONUMENTED       CGS
 OS0566
 OS0566                          STATION DESCRIPTION
 OS0566
 OS0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0566'3.7 MI SE FROM COTTONWOOD.
 OS0566'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0566'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0566'THENCE 1.2 MILES SOUTH ALONG A GRAVELED ROAD, 32 FEET WEST OF THE
 OS0566'CENTER LINE OF THE ROAD, 36 FEET NORTH OF CENTER OF WIRE GATE
 OS0566'AND ENTRANCE TO A FIELD, 2 FEET NORTH OF A T FENCE LEADING
 OS0566'WEST, 1 1/2 FEET EAST OF A NORTH-SOUTH FENCE, 1.4 FEET SOUTH
 OS0566'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 OS0566'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1852 ***********************************************************************
 PU1852  DESIGNATION -  R 387
 PU1852  PID         -  PU1852
 PU1852  STATE/COUNTY-  SD/BUTTE
 PU1852  COUNTRY     -  US
 PU1852  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1852
 PU1852                         *CURRENT SURVEY CONTROL
 PU1852  ______________________________________________________________________
 PU1852* NAD 83(1986) POSITION- 44 53 38.     (N) 103 48 44.     (W)   SCALED
 PU1852* NAVD 88 ORTHO HEIGHT -   917.723 (meters)     3010.90  (feet) ADJUSTED
 PU1852  ______________________________________________________________________
 PU1852  GEOID HEIGHT    -        -15.822 (meters)                     GEOID18
 PU1852  DYNAMIC HEIGHT  -        917.486 (meters)     3010.12  (feet) COMP
 PU1852  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 PU1852
 PU1852  VERT ORDER      -  SECOND    CLASS 0
 PU1852
 PU1852.The horizontal coordinates were scaled from a map and have
 PU1852.an estimated accuracy of +/- 6 seconds.
 PU1852
 PU1852.The orthometric height was determined by differential leveling and
 PU1852.adjusted by the NATIONAL GEODETIC SURVEY
 PU1852.in June 1991.
 PU1852
 PU1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1852.GEOID18 height accuracy estimate available here.
 PU1852
 PU1852.Click photographs - Photos may exist for this station.
 PU1852
 PU1852.The dynamic height is computed by dividing the NAVD 88
 PU1852.geopotential number by the normal gravity value computed on the
 PU1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1852.degrees latitude (g = 980.6199 gals.).
 PU1852
 PU1852.The modeled gravity was interpolated from observed gravity values.
 PU1852
 PU1852;                    North         East    Units  Estimated Accuracy
 PU1852;SPC SD N     -   124,940.      298,990.      MT  (+/- 180 meters Scaled)
 PU1852
 PU1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK937718(NAD 83)
 PU1852
 PU1852                          SUPERSEDED SURVEY CONTROL
 PU1852
 PU1852  NGVD 29 (??/??/92)  917.238  (m)         3009.31   (f) ADJ UNCH    2 0
 PU1852
 PU1852.Superseded values are not recommended for survey control.
 PU1852
 PU1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1852.See file dsdata.pdf to determine how the superseded data were derived.
 PU1852
 PU1852_MARKER: DB = BENCH MARK DISK
 PU1852_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1852_STAMPING: R 387 1962
 PU1852_MARK LOGO: CGS
 PU1852_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1852
 PU1852  HISTORY     - Date     Condition        Report By
 PU1852  HISTORY     - 1962     MONUMENTED       CGS
 PU1852
 PU1852                          STATION DESCRIPTION
 PU1852
 PU1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1852'16.9 MI N FROM BELLE FOURCHE.
 PU1852'ABOUT 16.25 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1852'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 0.65
 PU1852'MILES WEST ALONG A PRIVATE TRAIL ROAD ACROSS COUNTRY, 0.5 MILE
 PU1852'EAST OF THE SOUTH END OF AN EARTH DAM, 58 FEET WEST OF A T FENCE
 PU1852'CORNER, 47 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD AND
 PU1852'WIRE GATE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 PU1852'WITH THE ROAD, AND WELDED ON THE TOP OF A 3-INCH IRON PIPE
 PU1852'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0599 ***********************************************************************
 OS0599  DESIGNATION -  R 388
 OS0599  PID         -  OS0599
 OS0599  STATE/COUNTY-  SD/JACKSON
 OS0599  COUNTRY     -  US
 OS0599  USGS QUAD   -  COTTONWOOD (2017)
 OS0599
 OS0599                         *CURRENT SURVEY CONTROL
 OS0599  ______________________________________________________________________
 OS0599* NAD 83(1986) POSITION- 43 59 01.     (N) 101 56 24.     (W)   SCALED
 OS0599* NAVD 88 ORTHO HEIGHT -   749.438 (meters)     2458.78  (feet) ADJUSTED
 OS0599  ______________________________________________________________________
 OS0599  GEOID HEIGHT    -        -20.082 (meters)                     GEOID18
 OS0599  DYNAMIC HEIGHT  -        749.211 (meters)     2458.04  (feet) COMP
 OS0599  MODELED GRAVITY -    980,291.5   (mgal)                       NAVD 88
 OS0599
 OS0599  VERT ORDER      -  SECOND    CLASS 0
 OS0599
 OS0599.The horizontal coordinates were scaled from a map and have
 OS0599.an estimated accuracy of +/- 6 seconds.
 OS0599
 OS0599.The orthometric height was determined by differential leveling and
 OS0599.adjusted by the NATIONAL GEODETIC SURVEY
 OS0599.in June 1991.
 OS0599
 OS0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0599.GEOID18 height accuracy estimate available here.
 OS0599
 OS0599.Click photographs - Photos may exist for this station.
 OS0599
 OS0599.The dynamic height is computed by dividing the NAVD 88
 OS0599.geopotential number by the normal gravity value computed on the
 OS0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0599.degrees latitude (g = 980.6199 gals.).
 OS0599
 OS0599.The modeled gravity was interpolated from observed gravity values.
 OS0599
 OS0599;                    North         East    Units  Estimated Accuracy
 OS0599;SPC SD S     -   184,580.      471,120.      MT  (+/- 180 meters Scaled)
 OS0599
 OS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP642742(NAD 83)
 OS0599
 OS0599                          SUPERSEDED SURVEY CONTROL
 OS0599
 OS0599  NGVD 29 (??/??/92)  748.985  (m)         2457.30   (f) ADJ UNCH    2 0
 OS0599
 OS0599.Superseded values are not recommended for survey control.
 OS0599
 OS0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0599.See file dsdata.pdf to determine how the superseded data were derived.
 OS0599
 OS0599_MARKER: DB = BENCH MARK DISK
 OS0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0599_STAMPING: R 388 1962
 OS0599_MARK LOGO: CGS
 OS0599_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0599+STABILITY: SURFACE MOTION
 OS0599
 OS0599  HISTORY     - Date     Condition        Report By
 OS0599  HISTORY     - 1962     MONUMENTED       CGS
 OS0599
 OS0599                          STATION DESCRIPTION
 OS0599
 OS0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0599'3.2 MI NW FROM COTTONWOOD.
 OS0599'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0599'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 OS0599'1.05 MILES NORTH ALONG A GRADED DIRT ROAD, 0.75 MILE SOUTH OF
 OS0599'A CURVE, 39 FEET NORTH OF A T-FENCE CORNER, 39 1/2 FEET WEST
 OS0599'OF THE CENTER LINE OF THE ROAD, 30 FEET NORTH OF THE CENTER
 OS0599'LINE OF A GATE, 6 1/2 FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET
 OS0599'EAST OF A FENCE, 1.5 FEET NORTH-NORTHWEST OF A METAL WITNESS
 OS0599'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OS0599'POST AND PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0504 ***********************************************************************
 OS0504  DESIGNATION -  R 389
 OS0504  PID         -  OS0504
 OS0504  STATE/COUNTY-  SD/JACKSON
 OS0504  COUNTRY     -  US
 OS0504  USGS QUAD   -  WETA (2017)
 OS0504
 OS0504                         *CURRENT SURVEY CONTROL
 OS0504  ______________________________________________________________________
 OS0504* NAD 83(1986) POSITION- 43 46 41.     (N) 101 42 04.     (W)   SCALED
 OS0504* NAVD 88 ORTHO HEIGHT -   700.708 (meters)     2298.91  (feet) ADJUSTED
 OS0504  ______________________________________________________________________
 OS0504  GEOID HEIGHT    -        -20.857 (meters)                     GEOID18
 OS0504  DYNAMIC HEIGHT  -        700.487 (meters)     2298.18  (feet) COMP
 OS0504  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 OS0504
 OS0504  VERT ORDER      -  SECOND    CLASS 0
 OS0504
 OS0504.The horizontal coordinates were scaled from a map and have
 OS0504.an estimated accuracy of +/- 6 seconds.
 OS0504
 OS0504.The orthometric height was determined by differential leveling and
 OS0504.adjusted by the NATIONAL GEODETIC SURVEY
 OS0504.in June 1991.
 OS0504
 OS0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0504.GEOID18 height accuracy estimate available here.
 OS0504
 OS0504.Click photographs - Photos may exist for this station.
 OS0504
 OS0504.The dynamic height is computed by dividing the NAVD 88
 OS0504.geopotential number by the normal gravity value computed on the
 OS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0504.degrees latitude (g = 980.6199 gals.).
 OS0504
 OS0504.The modeled gravity was interpolated from observed gravity values.
 OS0504
 OS0504;                    North         East    Units  Estimated Accuracy
 OS0504;SPC SD S     -   161,400.      489,900.      MT  (+/- 180 meters Scaled)
 OS0504
 OS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP826507(NAD 83)
 OS0504
 OS0504                          SUPERSEDED SURVEY CONTROL
 OS0504
 OS0504  NGVD 29 (??/??/92)  700.258  (m)         2297.43   (f) ADJ UNCH    2 0
 OS0504
 OS0504.Superseded values are not recommended for survey control.
 OS0504
 OS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0504.See file dsdata.pdf to determine how the superseded data were derived.
 OS0504
 OS0504_MARKER: DB = BENCH MARK DISK
 OS0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0504_STAMPING: R 389 1962
 OS0504_MARK LOGO: CGS
 OS0504_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0504+STABILITY: SURFACE MOTION
 OS0504
 OS0504  HISTORY     - Date     Condition        Report By
 OS0504  HISTORY     - 1962     MONUMENTED       CGS
 OS0504
 OS0504                          STATION DESCRIPTION
 OS0504
 OS0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0504'11.1 MI SW FROM KADOKA.
 OS0504'ABOUT 10.95 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0504'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE
 OS0504'0.15 MILES NORTH ALONG A DIM TRAIL ROAD TO A T-ROAD JUNCTION,
 OS0504'0.2 MILE NORTH-NORTHWEST OF A RAILROAD TRESTLE, 124 FEET NORTH
 OS0504'OF THE CENTER LINE OF A EAST-WEST DIRT ROAD, 35 FEET EAST OF THE
 OS0504'CENTER LINE OF A DIRT ROAD LEADING NORTH TO U.S. HIGHWAY 16,
 OS0504'8 1/2 FEET NORTHEAST OF A POWER POLE, 2.0 FEET EAST OF A METAL
 OS0504'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OS0504'CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0084 ***********************************************************************
 PU0084  DESIGNATION -  R 390
 PU0084  PID         -  PU0084
 PU0084  STATE/COUNTY-  SD/MEADE
 PU0084  COUNTRY     -  US
 PU0084  USGS QUAD   -  AVANCE (2017)
 PU0084
 PU0084                         *CURRENT SURVEY CONTROL
 PU0084  ______________________________________________________________________
 PU0084* NAD 83(1986) POSITION- 44 54 25.     (N) 102 14 53.     (W)   SCALED
 PU0084* NAVD 88 ORTHO HEIGHT -   771.053 (meters)     2529.70  (feet) ADJUSTED
 PU0084  ______________________________________________________________________
 PU0084  GEOID HEIGHT    -        -19.055 (meters)                     GEOID18
 PU0084  DYNAMIC HEIGHT  -        770.888 (meters)     2529.16  (feet) COMP
 PU0084  MODELED GRAVITY -    980,377.7   (mgal)                       NAVD 88
 PU0084
 PU0084  VERT ORDER      -  SECOND    CLASS 0
 PU0084
 PU0084.The horizontal coordinates were scaled from a map and have
 PU0084.an estimated accuracy of +/- 6 seconds.
 PU0084
 PU0084.The orthometric height was determined by differential leveling and
 PU0084.adjusted by the NATIONAL GEODETIC SURVEY
 PU0084.in June 1991.
 PU0084
 PU0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0084.GEOID18 height accuracy estimate available here.
 PU0084
 PU0084.Click photographs - Photos may exist for this station.
 PU0084
 PU0084.The dynamic height is computed by dividing the NAVD 88
 PU0084.geopotential number by the normal gravity value computed on the
 PU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0084.degrees latitude (g = 980.6199 gals.).
 PU0084
 PU0084.The modeled gravity was interpolated from observed gravity values.
 PU0084
 PU0084;                    North         East    Units  Estimated Accuracy
 PU0084;SPC SD N     -   121,770.      422,490.      MT  (+/- 180 meters Scaled)
 PU0084
 PU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK172762(NAD 83)
 PU0084
 PU0084                          SUPERSEDED SURVEY CONTROL
 PU0084
 PU0084  NGVD 29 (??/??/92)  770.592  (m)         2528.18   (f) ADJ UNCH    2 0
 PU0084
 PU0084.Superseded values are not recommended for survey control.
 PU0084
 PU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0084.See file dsdata.pdf to determine how the superseded data were derived.
 PU0084
 PU0084_MARKER: DB = BENCH MARK DISK
 PU0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0084_SP_SET: ABUTMENT OF CATTLE GUARD
 PU0084_STAMPING: R 390 1963
 PU0084_MARK LOGO: CGS
 PU0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0084
 PU0084  HISTORY     - Date     Condition        Report By
 PU0084  HISTORY     - 1963     MONUMENTED       CGS
 PU0084  HISTORY     - 1963     GOOD             CGS
 PU0084
 PU0084                          STATION DESCRIPTION
 PU0084
 PU0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0084'12.8 MI E FROM OPAL.
 PU0084'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0084'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0084'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 24,
 PU0084'T 11 N, R 15 E, AT JUNCTION OF A NORTH-SOUTH GRAVELED ROAD AND
 PU0084'TRAIL ROAD LEADING EAST, 47 FEET EAST OF THE CENTER LINE OF THE
 PU0084'NORTH-SOUTH ROAD, 7 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 PU0084'ROAD LEADING EAST AND THE CENTER OF THE CATTLE GUARD, ABOUT
 PU0084'LEVEL WITH THE NORTH-SOUTH ROAD, ABOUT 1 FOOT BELOW THE LEVEL
 PU0084'OF THE TRAIL ROAD, AND SET IN THE TOP OF THE SOUTH END OF THE
 PU0084'WEST ABUTMENT OF THE CATTLE GUARD.
 PU0084
 PU0084                          STATION RECOVERY (1963)
 PU0084
 PU0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0112 ***********************************************************************
 PU0112  DESIGNATION -  R 391
 PU0112  PID         -  PU0112
 PU0112  STATE/COUNTY-  SD/MEADE
 PU0112  COUNTRY     -  US
 PU0112  USGS QUAD   -  OPAL EAST SE (2017)
 PU0112
 PU0112                         *CURRENT SURVEY CONTROL
 PU0112  ______________________________________________________________________
 PU0112* NAD 83(1986) POSITION- 44 45 31.     (N) 102 16 42.     (W)   SCALED
 PU0112* NAVD 88 ORTHO HEIGHT -   733.240 (meters)     2405.64  (feet) ADJUSTED
 PU0112  ______________________________________________________________________
 PU0112  GEOID HEIGHT    -        -19.128 (meters)                     GEOID18
 PU0112  DYNAMIC HEIGHT  -        733.071 (meters)     2405.08  (feet) COMP
 PU0112  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 PU0112
 PU0112  VERT ORDER      -  SECOND    CLASS 0
 PU0112
 PU0112.The horizontal coordinates were scaled from a map and have
 PU0112.an estimated accuracy of +/- 6 seconds.
 PU0112
 PU0112.The orthometric height was determined by differential leveling and
 PU0112.adjusted by the NATIONAL GEODETIC SURVEY
 PU0112.in June 1991.
 PU0112
 PU0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0112.GEOID18 height accuracy estimate available here.
 PU0112
 PU0112.Click photographs - Photos may exist for this station.
 PU0112
 PU0112.The dynamic height is computed by dividing the NAVD 88
 PU0112.geopotential number by the normal gravity value computed on the
 PU0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0112.degrees latitude (g = 980.6199 gals.).
 PU0112
 PU0112.The modeled gravity was interpolated from observed gravity values.
 PU0112
 PU0112;                    North         East    Units  Estimated Accuracy
 PU0112;SPC SD N     -   105,360.      419,640.      MT  (+/- 180 meters Scaled)
 PU0112
 PU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK154597(NAD 83)
 PU0112
 PU0112                          SUPERSEDED SURVEY CONTROL
 PU0112
 PU0112  NGVD 29 (??/??/92)  732.776  (m)         2404.12   (f) ADJ UNCH    2 0
 PU0112
 PU0112.Superseded values are not recommended for survey control.
 PU0112
 PU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0112.See file dsdata.pdf to determine how the superseded data were derived.
 PU0112
 PU0112_MARKER: DB = BENCH MARK DISK
 PU0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0112_STAMPING: R 391 1963
 PU0112_MARK LOGO: CGS
 PU0112_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0112_ROD/PIPE-DEPTH: 4.9 meters
 PU0112
 PU0112  HISTORY     - Date     Condition        Report By
 PU0112  HISTORY     - 1963     MONUMENTED       CGS
 PU0112
 PU0112                          STATION DESCRIPTION
 PU0112
 PU0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0112'8.2 MI N FROM MARCUS.
 PU0112'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0112'POST OFFICE AT MARCUS, THENCE 7.7 MILES NORTH ALONG A GRAVELED
 PU0112'ROAD, IN SECTION 10, T 9 N, R 15 E, AT A T JUNCTION OF A GRAVELED
 PU0112'ROAD LEADING EAST, 40 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0112'33 FEET SOUTH OF THE CENTER LINE OF THE T ROAD, 67 FEET SOUTHWEST
 PU0112'OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 2 1/2 FEET SOUTHWEST
 PU0112'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 0.8 FEET NORTH OF A
 PU0112'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 PU0112'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 PU0112'TO A DEPTH OF 16 FEET AND IS ENCLOSED IN A 6-INCH TILE PROJECTING
 PU0112'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0321 ***********************************************************************
 OT0321  DESIGNATION -  R 392
 OT0321  PID         -  OT0321
 OT0321  STATE/COUNTY-  SD/CUSTER
 OT0321  COUNTRY     -  US
 OT0321  USGS QUAD   -  FAIRBURN (2017)
 OT0321
 OT0321                         *CURRENT SURVEY CONTROL
 OT0321  ______________________________________________________________________
 OT0321* NAD 83(1986) POSITION- 43 43 26.     (N) 103 12 12.     (W)   SCALED
 OT0321* NAVD 88 ORTHO HEIGHT -  1002.034 (meters)     3287.51  (feet) ADJUSTED
 OT0321  ______________________________________________________________________
 OT0321  GEOID HEIGHT    -        -16.134 (meters)                     GEOID18
 OT0321  DYNAMIC HEIGHT  -       1001.652 (meters)     3286.25  (feet) COMP
 OT0321  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 OT0321
 OT0321  VERT ORDER      -  FIRST     CLASS II
 OT0321
 OT0321.The horizontal coordinates were scaled from a map and have
 OT0321.an estimated accuracy of +/- 6 seconds.
 OT0321
 OT0321.The orthometric height was determined by differential leveling and
 OT0321.adjusted by the NATIONAL GEODETIC SURVEY
 OT0321.in June 1991.
 OT0321
 OT0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0321.GEOID18 height accuracy estimate available here.
 OT0321
 OT0321.Click photographs - Photos may exist for this station.
 OT0321
 OT0321.The dynamic height is computed by dividing the NAVD 88
 OT0321.geopotential number by the normal gravity value computed on the
 OT0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0321.degrees latitude (g = 980.6199 gals.).
 OT0321
 OT0321.The modeled gravity was interpolated from observed gravity values.
 OT0321
 OT0321;                    North         East    Units  Estimated Accuracy
 OT0321;SPC SD S     -   158,470.      368,810.      MT  (+/- 180 meters Scaled)
 OT0321
 OT0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ447427(NAD 83)
 OT0321
 OT0321                          SUPERSEDED SURVEY CONTROL
 OT0321
 OT0321  NGVD 29 (??/??/92) 1001.544  (m)         3285.90   (f) ADJ UNCH    1 2
 OT0321
 OT0321.Superseded values are not recommended for survey control.
 OT0321
 OT0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0321.See file dsdata.pdf to determine how the superseded data were derived.
 OT0321
 OT0321_MARKER: DB = BENCH MARK DISK
 OT0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0321_STAMPING: R 392 1963
 OT0321_MARK LOGO: CGS
 OT0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0321+STABILITY: SURFACE MOTION
 OT0321
 OT0321  HISTORY     - Date     Condition        Report By
 OT0321  HISTORY     - 1963     MONUMENTED       CGS
 OT0321
 OT0321                          STATION DESCRIPTION
 OT0321
 OT0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0321'2.8 MI N FROM FAIRBURN.
 OT0321'ABOUT 2.85 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OT0321'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 5 POLES NORTH OF MILE
 OT0321'POST 70, AT A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 47
 OT0321'FEET WEST OF THE WEST RAIL, 79 FEET NORTH OF THE CENTER LINE
 OT0321'OF THE GRAVELED ROAD, 12 FEET NORTHWEST OF A TELEPHONE POLE,
 OT0321'1 1/2 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS
 OT0321'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE
 OT0321'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0183 ***********************************************************************
 PU0183  DESIGNATION -  R 393
 PU0183  PID         -  PU0183
 PU0183  STATE/COUNTY-  SD/MEADE
 PU0183  COUNTRY     -  US
 PU0183  USGS QUAD   -  PLAINVIEW (2017)
 PU0183
 PU0183                         *CURRENT SURVEY CONTROL
 PU0183  ______________________________________________________________________
 PU0183* NAD 83(1986) POSITION- 44 33 14.     (N) 102 09 39.     (W)   SCALED
 PU0183* NAVD 88 ORTHO HEIGHT -   747.415 (meters)     2452.14  (feet) ADJUSTED
 PU0183  ______________________________________________________________________
 PU0183  GEOID HEIGHT    -        -19.515 (meters)                     GEOID18
 PU0183  DYNAMIC HEIGHT  -        747.241 (meters)     2451.57  (feet) COMP
 PU0183  MODELED GRAVITY -    980,359.5   (mgal)                       NAVD 88
 PU0183
 PU0183  VERT ORDER      -  SECOND    CLASS 0
 PU0183
 PU0183.The horizontal coordinates were scaled from a map and have
 PU0183.an estimated accuracy of +/- 6 seconds.
 PU0183
 PU0183.The orthometric height was determined by differential leveling and
 PU0183.adjusted by the NATIONAL GEODETIC SURVEY
 PU0183.in June 1991.
 PU0183
 PU0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0183.GEOID18 height accuracy estimate available here.
 PU0183
 PU0183.Click photographs - Photos may exist for this station.
 PU0183
 PU0183.The dynamic height is computed by dividing the NAVD 88
 PU0183.geopotential number by the normal gravity value computed on the
 PU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0183.degrees latitude (g = 980.6199 gals.).
 PU0183
 PU0183.The modeled gravity was interpolated from observed gravity values.
 PU0183
 PU0183;                    North         East    Units  Estimated Accuracy
 PU0183;SPC SD N     -    82,360.      428,330.      MT  (+/- 180 meters Scaled)
 PU0183
 PU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK255373(NAD 83)
 PU0183
 PU0183                          SUPERSEDED SURVEY CONTROL
 PU0183
 PU0183  NGVD 29 (??/??/92)  746.961  (m)         2450.65   (f) ADJ UNCH    2 0
 PU0183
 PU0183.Superseded values are not recommended for survey control.
 PU0183
 PU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0183.See file dsdata.pdf to determine how the superseded data were derived.
 PU0183
 PU0183_MARKER: DB = BENCH MARK DISK
 PU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0183_STAMPING: R 393 1963
 PU0183_MARK LOGO: CGS
 PU0183_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0183+STABILITY: SURFACE MOTION
 PU0183
 PU0183  HISTORY     - Date     Condition        Report By
 PU0183  HISTORY     - 1963     MONUMENTED       CGS
 PU0183
 PU0183                          STATION DESCRIPTION
 PU0183
 PU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0183'3.5 MI S FROM PLAINVIEW.
 PU0183'3.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0183'OFFICE AT PLAINVIEW, ABOUT 0.1 MILE NORTHEAST OF AND ACROSS
 PU0183'THE ROAD FROM A RANCHHOUSE, 145 FEET NORTH OF THE CENTER LINE
 PU0183'OF A GATE AND ENTRANCE TO SHEDS, 38 FEET EAST OF THE CENTER
 PU0183'LINE OF THE ROAD, 7 FEET SOUTHWEST OF A POWER POLE BRACED BY A
 PU0183'GUY WIRE, 2 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A METAL
 PU0183'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 PU0183'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0269 ***********************************************************************
 PU0269  DESIGNATION -  R 394
 PU0269  PID         -  PU0269
 PU0269  STATE/COUNTY-  SD/MEADE
 PU0269  COUNTRY     -  US
 PU0269  USGS QUAD   -  HOWES (2017)
 PU0269
 PU0269                         *CURRENT SURVEY CONTROL
 PU0269  ______________________________________________________________________
 PU0269* NAD 83(1986) POSITION- 44 37 06.     (N) 102 03 07.     (W)   SCALED
 PU0269* NAVD 88 ORTHO HEIGHT -   735.145 (meters)     2411.89  (feet) ADJUSTED
 PU0269  ______________________________________________________________________
 PU0269  GEOID HEIGHT    -        -19.814 (meters)                     GEOID18
 PU0269  DYNAMIC HEIGHT  -        734.972 (meters)     2411.32  (feet) COMP
 PU0269  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 PU0269
 PU0269  VERT ORDER      -  SECOND    CLASS 0
 PU0269
 PU0269.The horizontal coordinates were scaled from a map and have
 PU0269.an estimated accuracy of +/- 6 seconds.
 PU0269
 PU0269.The orthometric height was determined by differential leveling and
 PU0269.adjusted by the NATIONAL GEODETIC SURVEY
 PU0269.in June 1991.
 PU0269
 PU0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0269.GEOID18 height accuracy estimate available here.
 PU0269
 PU0269.Click photographs - Photos may exist for this station.
 PU0269
 PU0269.The dynamic height is computed by dividing the NAVD 88
 PU0269.geopotential number by the normal gravity value computed on the
 PU0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0269.degrees latitude (g = 980.6199 gals.).
 PU0269
 PU0269.The modeled gravity was interpolated from observed gravity values.
 PU0269
 PU0269;                    North         East    Units  Estimated Accuracy
 PU0269;SPC SD N     -    89,300.      437,160.      MT  (+/- 180 meters Scaled)
 PU0269
 PU0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK338447(NAD 83)
 PU0269
 PU0269                          SUPERSEDED SURVEY CONTROL
 PU0269
 PU0269  NGVD 29 (??/??/92)  734.685  (m)         2410.38   (f) ADJ UNCH    2 0
 PU0269
 PU0269.Superseded values are not recommended for survey control.
 PU0269
 PU0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0269.See file dsdata.pdf to determine how the superseded data were derived.
 PU0269
 PU0269_MARKER: DB = BENCH MARK DISK
 PU0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0269_STAMPING: R 394 1963
 PU0269_MARK LOGO: CGS
 PU0269_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0269+STABILITY: SURFACE MOTION
 PU0269
 PU0269  HISTORY     - Date     Condition        Report By
 PU0269  HISTORY     - 1963     MONUMENTED       CGS
 PU0269  HISTORY     - 1968     GOOD             CGS
 PU0269  HISTORY     - 19950606 MARK NOT FOUND   NGS
 PU0269
 PU0269                          STATION DESCRIPTION
 PU0269
 PU0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0269'0.1 MI S FROM HOWES.
 PU0269'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0269'OFFICE AT HOWES, IN THE SOUTHEAST CORNER OF THE PLOT OF GROUND ON
 PU0269'THE INSIDE OF THE TRIANGULAR JUNCTION OF STATE HIGHWAYS 73 AND 34,
 PU0269'116 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 73, 108
 PU0269'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 34, IN LINE WITH
 PU0269'A ROW OF POWER POLES, 9 FEET WEST OF A POWER POLE, 2.0 FEET EAST
 PU0269'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 PU0269'HIGHWAYS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PU0269'INCHES.
 PU0269
 PU0269                          STATION RECOVERY (1968)
 PU0269
 PU0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 PU0269'RECOVERED IN GOOD CONDITION.
 PU0269
 PU0269                          STATION RECOVERY (1995)
 PU0269
 PU0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0269'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0215 ***********************************************************************
 PU0215  DESIGNATION -  R 395
 PU0215  PID         -  PU0215
 PU0215  STATE/COUNTY-  SD/MEADE
 PU0215  COUNTRY     -  US
 PU0215  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0215
 PU0215                         *CURRENT SURVEY CONTROL
 PU0215  ______________________________________________________________________
 PU0215* NAD 83(1986) POSITION- 44 43 07.     (N) 102 13 39.     (W)   SCALED
 PU0215* NAVD 88 ORTHO HEIGHT -   780.912 (meters)     2562.04  (feet) ADJUSTED
 PU0215  ______________________________________________________________________
 PU0215  GEOID HEIGHT    -        -19.282 (meters)                     GEOID18
 PU0215  DYNAMIC HEIGHT  -        780.735 (meters)     2561.46  (feet) COMP
 PU0215  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 PU0215
 PU0215  VERT ORDER      -  SECOND    CLASS 0
 PU0215
 PU0215.The horizontal coordinates were scaled from a map and have
 PU0215.an estimated accuracy of +/- 6 seconds.
 PU0215
 PU0215.The orthometric height was determined by differential leveling and
 PU0215.adjusted by the NATIONAL GEODETIC SURVEY
 PU0215.in June 1991.
 PU0215
 PU0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0215.GEOID18 height accuracy estimate available here.
 PU0215
 PU0215.Click photographs - Photos may exist for this station.
 PU0215
 PU0215.The dynamic height is computed by dividing the NAVD 88
 PU0215.geopotential number by the normal gravity value computed on the
 PU0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0215.degrees latitude (g = 980.6199 gals.).
 PU0215
 PU0215.The modeled gravity was interpolated from observed gravity values.
 PU0215
 PU0215;                    North         East    Units  Estimated Accuracy
 PU0215;SPC SD N     -   100,800.      423,540.      MT  (+/- 180 meters Scaled)
 PU0215
 PU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK195554(NAD 83)
 PU0215
 PU0215                          SUPERSEDED SURVEY CONTROL
 PU0215
 PU0215  NGVD 29 (??/??/92)  780.455  (m)         2560.54   (f) ADJ UNCH    2 0
 PU0215
 PU0215.Superseded values are not recommended for survey control.
 PU0215
 PU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0215.See file dsdata.pdf to determine how the superseded data were derived.
 PU0215
 PU0215_MARKER: DB = BENCH MARK DISK
 PU0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0215_STAMPING: R 395 1963
 PU0215_MARK LOGO: CGS
 PU0215_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0215_ROD/PIPE-DEPTH: 4.9 meters
 PU0215
 PU0215  HISTORY     - Date     Condition        Report By
 PU0215  HISTORY     - 1963     MONUMENTED       CGS
 PU0215
 PU0215                          STATION DESCRIPTION
 PU0215
 PU0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0215'7.8 MI NE FROM MARCUS.
 PU0215'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0215'OFFICE AT MARCUS, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0215'THENCE 3.0 MILES EAST ALONG A DIM TRAIL ROAD, 36 FEET SOUTH OF A
 PU0215'FENCE CORNER, 18.0 FEET SOUTH OF THE CENTER LINE OF A GATE, 10
 PU0215'INCHES EAST OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST,
 PU0215'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 PU0215'TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PU0215'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0508 ***********************************************************************
 OT0508  DESIGNATION -  R 396
 OT0508  PID         -  OT0508
 OT0508  STATE/COUNTY-  SD/FALL RIVER
 OT0508  COUNTRY     -  US
 OT0508  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0508
 OT0508                         *CURRENT SURVEY CONTROL
 OT0508  ______________________________________________________________________
 OT0508* NAD 83(1986) POSITION- 43 26 53.     (N) 103 30 54.     (W)   SCALED
 OT0508* NAVD 88 ORTHO HEIGHT -  1116.695 (meters)     3663.69  (feet) POSTED
 OT0508  ______________________________________________________________________
 OT0508  GEOID HEIGHT    -        -15.344 (meters)                     GEOID18
 OT0508  DYNAMIC HEIGHT  -       1116.22  (meters)     3662.1   (feet) COMP
 OT0508  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 OT0508
 OT0508  VERT ORDER      -  * POSTED, SEE BELOW
 OT0508
 OT0508.The horizontal coordinates were scaled from a map and have
 OT0508.an estimated accuracy of +/- 6 seconds.
 OT0508
 OT0508.The orthometric height was determined by differential leveling
 OT0508.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0508
 OT0508.* This is a POSTED BENCH MARK height.
 OT0508
 OT0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0508.GEOID18 height accuracy estimate available here.
 OT0508
 OT0508.Click photographs - Photos may exist for this station.
 OT0508
 OT0508.The dynamic height is computed by dividing the NAVD 88
 OT0508.geopotential number by the normal gravity value computed on the
 OT0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0508.degrees latitude (g = 980.6199 gals.).
 OT0508
 OT0508.The modeled gravity was interpolated from observed gravity values.
 OT0508
 OT0508;                    North         East    Units  Estimated Accuracy
 OT0508;SPC SD S     -   128,770.      342,540.      MT  (+/- 180 meters Scaled)
 OT0508
 OT0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ201116(NAD 83)
 OT0508
 OT0508                          SUPERSEDED SURVEY CONTROL
 OT0508
 OT0508  NGVD 29 (??/??/92) 1116.175  (m)         3661.98   (f) ADJ UNCH    1 2
 OT0508
 OT0508.Superseded values are not recommended for survey control.
 OT0508
 OT0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0508.See file dsdata.pdf to determine how the superseded data were derived.
 OT0508
 OT0508_MARKER: DB = BENCH MARK DISK
 OT0508_SETTING: 66 = SET IN ROCK OUTCROP
 OT0508_STAMPING: R 396 1963
 OT0508_MARK LOGO: CGS
 OT0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0508+STABILITY: POSITION/ELEVATION WELL
 OT0508
 OT0508  HISTORY     - Date     Condition        Report By
 OT0508  HISTORY     - 1963     MONUMENTED       CGS
 OT0508
 OT0508                          STATION DESCRIPTION
 OT0508
 OT0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0508'3.8 MI NW FROM HOT SPRINGS.
 OT0508'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE
 OT0508'HIGHWAY 87 FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE
 OT0508'NORTHWST ALONG NORTH RIVER STREET, THENCE 2.65 MILES WEST
 OT0508'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 5 1/2 RAILS
 OT0508'EAST OF MILE POST 10, SET IN THE TOP OF A LEDGE AT THE FOOT OF A
 OT0508'ROCK CLIFF, 14 FEET NORTH OF THE NORTH RAIL 20 FEET NORTHEAST
 OT0508'OF THE NORTHEAST CORNER OF A TRESTLE, 3.7 FEET NORTH OF A
 OT0508'FENCE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0916 ***********************************************************************
 PU0916  DESIGNATION -  R 401
 PU0916  PID         -  PU0916
 PU0916  STATE/COUNTY-  SD/MEADE
 PU0916  COUNTRY     -  US
 PU0916  USGS QUAD   -  UNION CENTER (2017)
 PU0916
 PU0916                         *CURRENT SURVEY CONTROL
 PU0916  ______________________________________________________________________
 PU0916* NAD 83(1986) POSITION- 44 33 39.     (N) 102 39 45.     (W)   SCALED
 PU0916* NAVD 88 ORTHO HEIGHT -   885.606 (meters)     2905.53  (feet) ADJUSTED
 PU0916  ______________________________________________________________________
 PU0916  GEOID HEIGHT    -        -18.194 (meters)                     GEOID18
 PU0916  DYNAMIC HEIGHT  -        885.357 (meters)     2904.71  (feet) COMP
 PU0916  MODELED GRAVITY -    980,306.9   (mgal)                       NAVD 88
 PU0916
 PU0916  VERT ORDER      -  SECOND    CLASS 0
 PU0916
 PU0916.The horizontal coordinates were scaled from a map and have
 PU0916.an estimated accuracy of +/- 6 seconds.
 PU0916
 PU0916.The orthometric height was determined by differential leveling and
 PU0916.adjusted by the NATIONAL GEODETIC SURVEY
 PU0916.in June 1991.
 PU0916
 PU0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0916.GEOID18 height accuracy estimate available here.
 PU0916
 PU0916.Click photographs - Photos may exist for this station.
 PU0916
 PU0916.The dynamic height is computed by dividing the NAVD 88
 PU0916.geopotential number by the normal gravity value computed on the
 PU0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0916.degrees latitude (g = 980.6199 gals.).
 PU0916
 PU0916.The modeled gravity was interpolated from observed gravity values.
 PU0916
 PU0916;                    North         East    Units  Estimated Accuracy
 PU0916;SPC SD N     -    84,320.      388,520.      MT  (+/- 180 meters Scaled)
 PU0916
 PU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK856368(NAD 83)
 PU0916
 PU0916                          SUPERSEDED SURVEY CONTROL
 PU0916
 PU0916  NGVD 29 (??/??/92)  885.115  (m)         2903.91   (f) ADJ UNCH    2 0
 PU0916
 PU0916.Superseded values are not recommended for survey control.
 PU0916
 PU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0916.See file dsdata.pdf to determine how the superseded data were derived.
 PU0916
 PU0916_MARKER: DB = BENCH MARK DISK
 PU0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0916_STAMPING: R 401 1962
 PU0916_MARK LOGO: CGS
 PU0916_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0916+STABILITY: SURFACE MOTION
 PU0916
 PU0916  HISTORY     - Date     Condition        Report By
 PU0916  HISTORY     - 1962     MONUMENTED       CGS
 PU0916  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0916
 PU0916                          STATION DESCRIPTION
 PU0916
 PU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0916'AT UNION CENTER.
 PU0916'AT UNION CENTER, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 34 FROM
 PU0916'THE POST OFFICE, 82 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 PU0916'UNION CENTER SCHOOL, 72 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 PU0916'OF A GRAVELED ROAD NORTH, 57 FEET NORTH OF THE CENTER LINE OF THE
 PU0916'HIGHWAY, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST
 PU0916'OF A TELEPHONE POLE, 2.6 FEET WEST OF A WITNESS POST, ABOUT 1
 PU0916'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU0916'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PU0916
 PU0916                          STATION RECOVERY (1995)
 PU0916
 PU0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0916'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK R 401
 PU0916'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0916'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0917 ***********************************************************************
 PU0917  DESIGNATION -  R 401 RESET
 PU0917  PID         -  PU0917
 PU0917  STATE/COUNTY-  SD/MEADE
 PU0917  COUNTRY     -  US
 PU0917  USGS QUAD   -  UNION CENTER (2017)
 PU0917
 PU0917                         *CURRENT SURVEY CONTROL
 PU0917  ______________________________________________________________________
 PU0917* NAD 83(1986) POSITION- 44 33 40.     (N) 102 39 52.     (W)   SCALED
 PU0917* NAVD 88 ORTHO HEIGHT -   886.087 (meters)     2907.10  (feet) ADJUSTED
 PU0917  ______________________________________________________________________
 PU0917  GEOID HEIGHT    -        -18.188 (meters)                     GEOID18
 PU0917  DYNAMIC HEIGHT  -        885.838 (meters)     2906.29  (feet) COMP
 PU0917  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 PU0917
 PU0917  VERT ORDER      -  FIRST     CLASS II
 PU0917
 PU0917.The horizontal coordinates were scaled from a map and have
 PU0917.an estimated accuracy of +/- 6 seconds.
 PU0917
 PU0917.The orthometric height was determined by differential leveling and
 PU0917.adjusted by the NATIONAL GEODETIC SURVEY
 PU0917.in October 1997.
 PU0917
 PU0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0917.GEOID18 height accuracy estimate available here.
 PU0917
 PU0917.Click photographs - Photos may exist for this station.
 PU0917
 PU0917.The dynamic height is computed by dividing the NAVD 88
 PU0917.geopotential number by the normal gravity value computed on the
 PU0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0917.degrees latitude (g = 980.6199 gals.).
 PU0917
 PU0917.The modeled gravity was interpolated from observed gravity values.
 PU0917
 PU0917;                    North         East    Units  Estimated Accuracy
 PU0917;SPC SD N     -    84,360.      388,360.      MT  (+/- 180 meters Scaled)
 PU0917
 PU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK854368(NAD 83)
 PU0917
 PU0917                          SUPERSEDED SURVEY CONTROL
 PU0917
 PU0917.No superseded survey control is available for this station.
 PU0917
 PU0917_MARKER: DB = BENCH MARK DISK
 PU0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0917_STAMPING: R 401 RESET 1972
 PU0917_MARK LOGO: CGS
 PU0917_PROJECTION: FLUSH
 PU0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0917+STABILITY: SURFACE MOTION
 PU0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0917+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 PU0917
 PU0917  HISTORY     - Date     Condition        Report By
 PU0917  HISTORY     - 1972     MONUMENTED       NGS
 PU0917  HISTORY     - 19950605 GOOD             NGS
 PU0917  HISTORY     - 20120510 GOOD             INDIV
 PU0917
 PU0917                          STATION DESCRIPTION
 PU0917
 PU0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0917'AT UNION CENTER.
 PU0917'0.2 MILE EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU0917'STORE IN UNION CENTER, 162 FEET SOUTH OF THE SOUTHWEST CORNER OF
 PU0917'THE UNION CENTER GRADE SCHOOL, 154 FEET EAST OF THE GRADED ROAD
 PU0917'NORTH, 100 FEET NORTH OF THE CENTER OF HIGHWAY 34, 1.3 FEET
 PU0917'WEST OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 PU0917'MONUMENT FLUSH WITH THE GROUND.  IT IS AT HIGHWAY STATION 205+00.
 PU0917'NOTE-- BENCH MARK R 401 WAS RECOVERED IN GOOD CONDITION AS
 PU0917'DESCRIBED.  THE DISK WAS REMOVED FROM THE MARK AT THIS TIME.
 PU0917
 PU0917                          STATION RECOVERY (1995)
 PU0917
 PU0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0917'0.4 KM (0.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0917'IN UNION CENTER, 192.1 M (630.2 FT) EAST OF MILEPOST 81, 48.7 M (159.8
 PU0917'FT) EAST OF THE CENTER OF COUNTY ROAD 27, 30.7 M (100.7 FT) NORTH OF
 PU0917'THE HIGHWAY CENTERLINE, 17.9 M (58.7 FT) WEST OF THE CENTER OF A
 PU0917'DRIVEWAY LEADING TO THE UNION CENTER SCHOOL, 0.4 M (1.3 FT) WEST OF A
 PU0917'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.1 M
 PU0917'(0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU0917'SURFACE.
 PU0917
 PU0917                          STATION RECOVERY (2012)
 PU0917
 PU0917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0002 ***********************************************************************
 PU0002  DESIGNATION -  R 402
 PU0002  PID         -  PU0002
 PU0002  STATE/COUNTY-  SD/MEADE
 PU0002  COUNTRY     -  US
 PU0002  USGS QUAD   -  OPAL EAST (2017)
 PU0002
 PU0002                         *CURRENT SURVEY CONTROL
 PU0002  ______________________________________________________________________
 PU0002* NAD 83(1986) POSITION- 44 59 20.     (N) 102 28 10.     (W)   SCALED
 PU0002* NAVD 88 ORTHO HEIGHT -   860.280 (meters)     2822.44  (feet) ADJUSTED
 PU0002  ______________________________________________________________________
 PU0002  GEOID HEIGHT    -        -18.344 (meters)                     GEOID18
 PU0002  DYNAMIC HEIGHT  -        860.095 (meters)     2821.83  (feet) COMP
 PU0002  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 PU0002
 PU0002  VERT ORDER      -  SECOND    CLASS 0
 PU0002
 PU0002.The horizontal coordinates were scaled from a map and have
 PU0002.an estimated accuracy of +/- 6 seconds.
 PU0002
 PU0002.The orthometric height was determined by differential leveling and
 PU0002.adjusted by the NATIONAL GEODETIC SURVEY
 PU0002.in June 1991.
 PU0002
 PU0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0002.GEOID18 height accuracy estimate available here.
 PU0002
 PU0002.Click photographs - Photos may exist for this station.
 PU0002
 PU0002.The dynamic height is computed by dividing the NAVD 88
 PU0002.geopotential number by the normal gravity value computed on the
 PU0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0002.degrees latitude (g = 980.6199 gals.).
 PU0002
 PU0002.The modeled gravity was interpolated from observed gravity values.
 PU0002
 PU0002;                    North         East    Units  Estimated Accuracy
 PU0002;SPC SD N     -   131,380.      405,300.      MT  (+/- 180 meters Scaled)
 PU0002
 PU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK994848(NAD 83)
 PU0002
 PU0002                          SUPERSEDED SURVEY CONTROL
 PU0002
 PU0002  NGVD 29 (??/??/92)  859.820  (m)         2820.93   (f) ADJ UNCH    2 0
 PU0002
 PU0002.Superseded values are not recommended for survey control.
 PU0002
 PU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0002.See file dsdata.pdf to determine how the superseded data were derived.
 PU0002
 PU0002_MARKER: DB = BENCH MARK DISK
 PU0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0002_STAMPING: R 402 1962
 PU0002_MARK LOGO: CGS
 PU0002_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0002+STABILITY: SURFACE MOTION
 PU0002
 PU0002  HISTORY     - Date     Condition        Report By
 PU0002  HISTORY     - 1962     MONUMENTED       CGS
 PU0002  HISTORY     - 1963     GOOD             CGS
 PU0002
 PU0002                          STATION DESCRIPTION
 PU0002
 PU0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0002'7.2 MI SE FROM MAURINE.
 PU0002'0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0002'THENCE 6.8 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY U.S.
 PU0002'HIGHWAY 212, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 59
 PU0002'FEET SOUTHWEST OF THE JUNCTION OF A DIM TRAIL ROAD LEADING NORTH,
 PU0002'2 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A METAL WITNESS POST,
 PU0002'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0002'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1370 ***********************************************************************
 PU1370  DESIGNATION -  R 403
 PU1370  PID         -  PU1370
 PU1370  STATE/COUNTY-  SD/BUTTE
 PU1370  COUNTRY     -  US
 PU1370  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1370
 PU1370                         *CURRENT SURVEY CONTROL
 PU1370  ______________________________________________________________________
 PU1370* NAD 83(1986) POSITION- 44 45 05.     (N) 103 06 53.     (W)   SCALED
 PU1370* NAVD 88 ORTHO HEIGHT -   876.939 (meters)     2877.09  (feet) ADJUSTED
 PU1370  ______________________________________________________________________
 PU1370  GEOID HEIGHT    -        -17.072 (meters)                     GEOID18
 PU1370  DYNAMIC HEIGHT  -        876.716 (meters)     2876.36  (feet) COMP
 PU1370  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 PU1370
 PU1370  VERT ORDER      -  SECOND    CLASS 0
 PU1370
 PU1370.The horizontal coordinates were scaled from a map and have
 PU1370.an estimated accuracy of +/- 6 seconds.
 PU1370
 PU1370.The orthometric height was determined by differential leveling and
 PU1370.adjusted by the NATIONAL GEODETIC SURVEY
 PU1370.in June 1991.
 PU1370
 PU1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1370.GEOID18 height accuracy estimate available here.
 PU1370
 PU1370.Click photographs - Photos may exist for this station.
 PU1370
 PU1370.The dynamic height is computed by dividing the NAVD 88
 PU1370.geopotential number by the normal gravity value computed on the
 PU1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1370.degrees latitude (g = 980.6199 gals.).
 PU1370
 PU1370.The modeled gravity was interpolated from observed gravity values.
 PU1370
 PU1370;                    North         East    Units  Estimated Accuracy
 PU1370;SPC SD N     -   106,760.      353,430.      MT  (+/- 180 meters Scaled)
 PU1370
 PU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK492570(NAD 83)
 PU1370
 PU1370                          SUPERSEDED SURVEY CONTROL
 PU1370
 PU1370  NGVD 29 (??/??/92)  876.447  (m)         2875.48   (f) ADJ UNCH    2 0
 PU1370
 PU1370.Superseded values are not recommended for survey control.
 PU1370
 PU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1370.See file dsdata.pdf to determine how the superseded data were derived.
 PU1370
 PU1370_MARKER: DB = BENCH MARK DISK
 PU1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1370_STAMPING: R 403 1962
 PU1370_MARK LOGO: CGS
 PU1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1370+STABILITY: SURFACE MOTION
 PU1370
 PU1370  HISTORY     - Date     Condition        Report By
 PU1370  HISTORY     - 1962     MONUMENTED       CGS
 PU1370  HISTORY     - 1963     GOOD             CGS
 PU1370
 PU1370                          STATION DESCRIPTION
 PU1370
 PU1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1370'14 MI SW FROM SULPHUR.
 PU1370'13.95 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1370'SULPHUR, 93 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 102
 PU1370'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD EAST TO
 PU1370'FAIRPOINT, 39 FEET NORTH OF THE EXTENDED CENTER LINE OF THE
 PU1370'ROAD EAST, 2.8 FEET SOUTHEAST OF A FENCE, 2.7 FEET NORTHEAST OF
 PU1370'A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU1370'CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- THIS MARK IS 16.2
 PU1370'MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT.
 PU1370
 PU1370                          STATION RECOVERY (1963)
 PU1370
 PU1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0976 ***********************************************************************
 PU0976  DESIGNATION -  R 404
 PU0976  PID         -  PU0976
 PU0976  STATE/COUNTY-  SD/MEADE
 PU0976  COUNTRY     -  US
 PU0976  USGS QUAD   -  OPAL WEST (2017)
 PU0976
 PU0976                         *CURRENT SURVEY CONTROL
 PU0976  ______________________________________________________________________
 PU0976* NAD 83(1986) POSITION- 44 53 34.     (N) 102 34 24.     (W)   SCALED
 PU0976* NAVD 88 ORTHO HEIGHT -   805.465 (meters)     2642.60  (feet) ADJUSTED
 PU0976  ______________________________________________________________________
 PU0976  GEOID HEIGHT    -        -18.163 (meters)                     GEOID18
 PU0976  DYNAMIC HEIGHT  -        805.291 (meters)     2642.03  (feet) COMP
 PU0976  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 PU0976
 PU0976  VERT ORDER      -  SECOND    CLASS 0
 PU0976
 PU0976.The horizontal coordinates were scaled from a map and have
 PU0976.an estimated accuracy of +/- 6 seconds.
 PU0976
 PU0976.The orthometric height was determined by differential leveling and
 PU0976.adjusted by the NATIONAL GEODETIC SURVEY
 PU0976.in June 1991.
 PU0976
 PU0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0976.GEOID18 height accuracy estimate available here.
 PU0976
 PU0976.Click photographs - Photos may exist for this station.
 PU0976
 PU0976.The dynamic height is computed by dividing the NAVD 88
 PU0976.geopotential number by the normal gravity value computed on the
 PU0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0976.degrees latitude (g = 980.6199 gals.).
 PU0976
 PU0976.The modeled gravity was interpolated from observed gravity values.
 PU0976
 PU0976;                    North         East    Units  Estimated Accuracy
 PU0976;SPC SD N     -   120,960.      396,770.      MT  (+/- 180 meters Scaled)
 PU0976
 PU0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK916739(NAD 83)
 PU0976
 PU0976                          SUPERSEDED SURVEY CONTROL
 PU0976
 PU0976  NGVD 29 (??/??/92)  805.003  (m)         2641.08   (f) ADJ UNCH    2 0
 PU0976
 PU0976.Superseded values are not recommended for survey control.
 PU0976
 PU0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0976.See file dsdata.pdf to determine how the superseded data were derived.
 PU0976
 PU0976_MARKER: DB = BENCH MARK DISK
 PU0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0976_STAMPING: R 404 1962
 PU0976_MARK LOGO: CGS
 PU0976_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0976+STABILITY: SURFACE MOTION
 PU0976
 PU0976  HISTORY     - Date     Condition        Report By
 PU0976  HISTORY     - 1962     MONUMENTED       CGS
 PU0976
 PU0976                          STATION DESCRIPTION
 PU0976
 PU0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0976'10 MI S FROM MAURINE.
 PU0976'10.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0976'MAURINE, 4.2 MILES WEST OF OPAL, 1.0 MILE EAST OF BENCH MARK S
 PU0976'404, 85 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 PU0976'ROAD, 47 FEET WEST OF THE CENTER LINE OF THE ROAD, 73 FEET
 PU0976'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 15 FEET
 PU0976'NORTH OF THE CENTER OF A GATE, 2.0 FEET WEST OF A FENCE, 2.4
 PU0976'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 PU0976'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PU0976'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0282 ***********************************************************************
 PU0282  DESIGNATION -  R 405
 PU0282  PID         -  PU0282
 PU0282  STATE/COUNTY-  SD/MEADE
 PU0282  COUNTRY     -  US
 PU0282  USGS QUAD   -  OPAL EAST SW (2017)
 PU0282
 PU0282                         *CURRENT SURVEY CONTROL
 PU0282  ______________________________________________________________________
 PU0282* NAD 83(1986) POSITION- 44 51 49.     (N) 102 27 05.     (W)   SCALED
 PU0282* NAVD 88 ORTHO HEIGHT -   794.606 (meters)     2606.97  (feet) ADJUSTED
 PU0282  ______________________________________________________________________
 PU0282  GEOID HEIGHT    -        -18.519 (meters)                     GEOID18
 PU0282  DYNAMIC HEIGHT  -        794.430 (meters)     2606.39  (feet) COMP
 PU0282  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 PU0282
 PU0282  VERT ORDER      -  SECOND    CLASS 0
 PU0282
 PU0282.The horizontal coordinates were scaled from a map and have
 PU0282.an estimated accuracy of +/- 6 seconds.
 PU0282
 PU0282.The orthometric height was determined by differential leveling and
 PU0282.adjusted by the NATIONAL GEODETIC SURVEY
 PU0282.in June 1991.
 PU0282
 PU0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0282.GEOID18 height accuracy estimate available here.
 PU0282
 PU0282.Click photographs - Photos may exist for this station.
 PU0282
 PU0282.The dynamic height is computed by dividing the NAVD 88
 PU0282.geopotential number by the normal gravity value computed on the
 PU0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0282.degrees latitude (g = 980.6199 gals.).
 PU0282
 PU0282.The modeled gravity was interpolated from observed gravity values.
 PU0282
 PU0282;                    North         East    Units  Estimated Accuracy
 PU0282;SPC SD N     -   117,420.      406,300.      MT  (+/- 180 meters Scaled)
 PU0282
 PU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK013709(NAD 83)
 PU0282
 PU0282                          SUPERSEDED SURVEY CONTROL
 PU0282
 PU0282  NGVD 29 (??/??/92)  794.145  (m)         2605.46   (f) ADJ UNCH    2 0
 PU0282
 PU0282.Superseded values are not recommended for survey control.
 PU0282
 PU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0282.See file dsdata.pdf to determine how the superseded data were derived.
 PU0282
 PU0282_MARKER: DB = BENCH MARK DISK
 PU0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0282_STAMPING: R 405 1962
 PU0282_MARK LOGO: CGS
 PU0282_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0282+STABILITY: SURFACE MOTION
 PU0282
 PU0282  HISTORY     - Date     Condition        Report By
 PU0282  HISTORY     - 1962     MONUMENTED       CGS
 PU0282
 PU0282                          STATION DESCRIPTION
 PU0282
 PU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0282'3.8 MI SE FROM OPAL.
 PU0282'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0282'2.0 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.3 MILE SOUTH OF A
 PU0282'WOODEN BRIDGE OVER A CREEK, AT THE SUMMIT OF A HILL, 48 FEET WEST
 PU0282'OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF THE SOUTH
 PU0282'END OF A GATE, 7.0 FEET EAST OF A FENCE, 2 FEET NORTH OF TELEPHONE
 PU0282'POLE 4C-280, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 PU0282'LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0282'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2041 ***********************************************************************
 PU2041  DESIGNATION -  R 406
 PU2041  PID         -  PU2041
 PU2041  STATE/COUNTY-  SD/LAWRENCE
 PU2041  COUNTRY     -  US
 PU2041  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2041
 PU2041                         *CURRENT SURVEY CONTROL
 PU2041  ______________________________________________________________________
 PU2041* NAD 83(1986) POSITION- 44 31 59.     (N) 103 34 49.     (W)   SCALED
 PU2041* NAVD 88 ORTHO HEIGHT -   988.113 (meters)     3241.83  (feet) ADJUSTED
 PU2041  ______________________________________________________________________
 PU2041  GEOID HEIGHT    -        -15.537 (meters)                     GEOID18
 PU2041  DYNAMIC HEIGHT  -        987.815 (meters)     3240.86  (feet) COMP
 PU2041  MODELED GRAVITY -    980,281.8   (mgal)                       NAVD 88
 PU2041
 PU2041  VERT ORDER      -  SECOND    CLASS 0
 PU2041
 PU2041.The horizontal coordinates were scaled from a map and have
 PU2041.an estimated accuracy of +/- 6 seconds.
 PU2041
 PU2041.The orthometric height was determined by differential leveling and
 PU2041.adjusted by the NATIONAL GEODETIC SURVEY
 PU2041.in June 1991.
 PU2041
 PU2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2041.GEOID18 height accuracy estimate available here.
 PU2041
 PU2041.Click photographs - Photos may exist for this station.
 PU2041
 PU2041.The dynamic height is computed by dividing the NAVD 88
 PU2041.geopotential number by the normal gravity value computed on the
 PU2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2041.degrees latitude (g = 980.6199 gals.).
 PU2041
 PU2041.The modeled gravity was interpolated from observed gravity values.
 PU2041
 PU2041;                    North         East    Units  Estimated Accuracy
 PU2041;SPC SD N     -    84,050.      315,520.      MT  (+/- 180 meters Scaled)
 PU2041
 PU2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK128320(NAD 83)
 PU2041
 PU2041                          SUPERSEDED SURVEY CONTROL
 PU2041
 PU2041  NGVD 29 (??/??/92)  987.601  (m)         3240.15   (f) ADJ UNCH    2 0
 PU2041
 PU2041.Superseded values are not recommended for survey control.
 PU2041
 PU2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2041.See file dsdata.pdf to determine how the superseded data were derived.
 PU2041
 PU2041_MARKER: DB = BENCH MARK DISK
 PU2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2041_STAMPING: R 406 1962
 PU2041_MARK LOGO: CGS
 PU2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2041+STABILITY: SURFACE MOTION
 PU2041
 PU2041  HISTORY     - Date     Condition        Report By
 PU2041  HISTORY     - 1962     MONUMENTED       CGS
 PU2041
 PU2041                          STATION DESCRIPTION
 PU2041
 PU2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2041'6.4 MI NE FROM WHITEWOOD.
 PU2041'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2041'RAILWAY STATION AT WHITEWOOD, THENCE 6.1 MILES NORTHEAST ALONG A
 PU2041'ROAD, 39 FEET WEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 PU2041'NORTHWEST TO A RANCH HOUSE, 32 FEET NORTHWEST OF THE CENTER
 PU2041'OF THE ROAD, 18 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PU2041'DRIVEWAY, 10.3 FEET EAST OF POWER POLE 9 A WITH GUY WIRE, 2.0
 PU2041'FEET SOUTHEAST OF A FENCE, 4.0 FEET EAST OF A WITNESS POST AND
 PU2041'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1456 ***********************************************************************
 PU1456  DESIGNATION -  R 407
 PU1456  PID         -  PU1456
 PU1456  STATE/COUNTY-  SD/MEADE
 PU1456  COUNTRY     -  US
 PU1456  USGS QUAD   -  FORT MEADE (2017)
 PU1456
 PU1456                         *CURRENT SURVEY CONTROL
 PU1456  ______________________________________________________________________
 PU1456* NAD 83(1986) POSITION- 44 27 20.     (N) 103 29 20.     (W)   SCALED
 PU1456* NAVD 88 ORTHO HEIGHT -   974.490 (meters)     3197.14  (feet) ADJUSTED
 PU1456  ______________________________________________________________________
 PU1456  GEOID HEIGHT    -        -15.582 (meters)                     GEOID18
 PU1456  DYNAMIC HEIGHT  -        974.193 (meters)     3196.16  (feet) COMP
 PU1456  MODELED GRAVITY -    980,279.8   (mgal)                       NAVD 88
 PU1456
 PU1456  VERT ORDER      -  SECOND    CLASS 0
 PU1456
 PU1456.The horizontal coordinates were scaled from a map and have
 PU1456.an estimated accuracy of +/- 6 seconds.
 PU1456
 PU1456.The orthometric height was determined by differential leveling and
 PU1456.adjusted by the NATIONAL GEODETIC SURVEY
 PU1456.in June 1991.
 PU1456
 PU1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1456.GEOID18 height accuracy estimate available here.
 PU1456
 PU1456.Click photographs - Photos may exist for this station.
 PU1456
 PU1456.The dynamic height is computed by dividing the NAVD 88
 PU1456.geopotential number by the normal gravity value computed on the
 PU1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1456.degrees latitude (g = 980.6199 gals.).
 PU1456
 PU1456.The modeled gravity was interpolated from observed gravity values.
 PU1456
 PU1456;                    North         East    Units  Estimated Accuracy
 PU1456;SPC SD N     -    75,130.      322,410.      MT  (+/- 180 meters Scaled)
 PU1456
 PU1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK202235(NAD 83)
 PU1456
 PU1456                          SUPERSEDED SURVEY CONTROL
 PU1456
 PU1456  NGVD 29 (??/??/92)  973.982  (m)         3195.47   (f) ADJ UNCH    2 0
 PU1456
 PU1456.Superseded values are not recommended for survey control.
 PU1456
 PU1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1456.See file dsdata.pdf to determine how the superseded data were derived.
 PU1456
 PU1456_MARKER: DB = BENCH MARK DISK
 PU1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1456_STAMPING: R 407 1962
 PU1456_MARK LOGO: CGS
 PU1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1456+STABILITY: SURFACE MOTION
 PU1456
 PU1456  HISTORY     - Date     Condition        Report By
 PU1456  HISTORY     - 1962     MONUMENTED       CGS
 PU1456
 PU1456                          STATION DESCRIPTION
 PU1456
 PU1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1456'4 MI N FROM STURGIS.
 PU1456'4.0 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1456'102 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD EAST,
 PU1456'52 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 76 FEET NORTH OF
 PU1456'THE CENTER LINE OF THE ROAD EAST, 2.8 FEET NORTHEAST OF THE
 PU1456'NORTHWEST ONE OF THREE SIGN SUPPORTING A BEAR BUTTE SIGN, 1.7
 PU1456'FEET EAST OF A WITNESS POST, 1 FOOT LOWER THAN THE ROAD AND IN
 PU1456'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1152 ***********************************************************************
 PU1152  DESIGNATION -  R 408
 PU1152  PID         -  PU1152
 PU1152  STATE/COUNTY-  SD/MEADE
 PU1152  COUNTRY     -  US
 PU1152  USGS QUAD   -  VOLUNTEER (2017)
 PU1152
 PU1152                         *CURRENT SURVEY CONTROL
 PU1152  ______________________________________________________________________
 PU1152* NAD 83(1986) POSITION- 44 34 19.     (N) 103 11 49.     (W)   SCALED
 PU1152* NAVD 88 ORTHO HEIGHT -   809.992 (meters)     2657.45  (feet) ADJUSTED
 PU1152  ______________________________________________________________________
 PU1152  GEOID HEIGHT    -        -16.856 (meters)                     GEOID18
 PU1152  DYNAMIC HEIGHT  -        809.779 (meters)     2656.75  (feet) COMP
 PU1152  MODELED GRAVITY -    980,326.9   (mgal)                       NAVD 88
 PU1152
 PU1152  VERT ORDER      -  SECOND    CLASS 0
 PU1152
 PU1152.The horizontal coordinates were scaled from a map and have
 PU1152.an estimated accuracy of +/- 6 seconds.
 PU1152
 PU1152.The orthometric height was determined by differential leveling and
 PU1152.adjusted by the NATIONAL GEODETIC SURVEY
 PU1152.in June 1991.
 PU1152
 PU1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1152.GEOID18 height accuracy estimate available here.
 PU1152
 PU1152.Click photographs - Photos may exist for this station.
 PU1152
 PU1152.The dynamic height is computed by dividing the NAVD 88
 PU1152.geopotential number by the normal gravity value computed on the
 PU1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1152.degrees latitude (g = 980.6199 gals.).
 PU1152
 PU1152.The modeled gravity was interpolated from observed gravity values.
 PU1152
 PU1152;                    North         East    Units  Estimated Accuracy
 PU1152;SPC SD N     -    87,090.      346,130.      MT  (+/- 180 meters Scaled)
 PU1152
 PU1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK431369(NAD 83)
 PU1152
 PU1152                          SUPERSEDED SURVEY CONTROL
 PU1152
 PU1152  NGVD 29 (??/??/92)  809.511  (m)         2655.87   (f) ADJ UNCH    2 0
 PU1152
 PU1152.Superseded values are not recommended for survey control.
 PU1152
 PU1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1152.See file dsdata.pdf to determine how the superseded data were derived.
 PU1152
 PU1152_MARKER: DB = BENCH MARK DISK
 PU1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1152_STAMPING: R 408 1962
 PU1152_MARK LOGO: CGS
 PU1152_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1152+STABILITY: SURFACE MOTION
 PU1152
 PU1152  HISTORY     - Date     Condition        Report By
 PU1152  HISTORY     - 1962     MONUMENTED       CGS
 PU1152
 PU1152                          STATION DESCRIPTION
 PU1152
 PU1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1152'7 MI NW FROM VOLUNTEER.
 PU1152'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1152'VOLUNTEER, THENCE 1.1 MILES NORTHWEST, THENCE 3.65 MILES
 PU1152'NORTH, THENCE 0.35 MILE WEST ALONG ROADS, 0.75 MILE EAST
 PU1152'OF WETZ SCHOOL, ON THE INSIDE OF A CURVE, 59 FEET NORTHEAST
 PU1152'OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE EDGE OF A
 PU1152'CREEK BANK, 2.3 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 PU1152'BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1152'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0682 ***********************************************************************
 PU0682  DESIGNATION -  R 409
 PU0682  PID         -  PU0682
 PU0682  STATE/COUNTY-  SD/MEADE
 PU0682  COUNTRY     -  US
 PU0682  USGS QUAD   -  HAYDRAW (2017)
 PU0682
 PU0682                         *CURRENT SURVEY CONTROL
 PU0682  ______________________________________________________________________
 PU0682* NAD 83(1986) POSITION- 44 24 06.     (N) 102 41 28.     (W)   SCALED
 PU0682* NAVD 88 ORTHO HEIGHT -   743.265 (meters)     2438.53  (feet) ADJUSTED
 PU0682  ______________________________________________________________________
 PU0682  GEOID HEIGHT    -        -18.197 (meters)                     GEOID18
 PU0682  DYNAMIC HEIGHT  -        743.062 (meters)     2437.86  (feet) COMP
 PU0682  MODELED GRAVITY -    980,321.4   (mgal)                       NAVD 88
 PU0682
 PU0682  VERT ORDER      -  SECOND    CLASS 0
 PU0682
 PU0682.The horizontal coordinates were scaled from a map and have
 PU0682.an estimated accuracy of +/- 6 seconds.
 PU0682
 PU0682.The orthometric height was determined by differential leveling and
 PU0682.adjusted by the NATIONAL GEODETIC SURVEY
 PU0682.in June 1991.
 PU0682
 PU0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0682.GEOID18 height accuracy estimate available here.
 PU0682
 PU0682.Click photographs - Photos may exist for this station.
 PU0682
 PU0682.The dynamic height is computed by dividing the NAVD 88
 PU0682.geopotential number by the normal gravity value computed on the
 PU0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0682.degrees latitude (g = 980.6199 gals.).
 PU0682
 PU0682.The modeled gravity was interpolated from observed gravity values.
 PU0682
 PU0682;                    North         East    Units  Estimated Accuracy
 PU0682;SPC SD N     -    66,720.      385,660.      MT  (+/- 180 meters Scaled)
 PU0682
 PU0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK838190(NAD 83)
 PU0682
 PU0682                          SUPERSEDED SURVEY CONTROL
 PU0682
 PU0682  NGVD 29 (??/??/92)  742.790  (m)         2436.97   (f) ADJ UNCH    2 0
 PU0682
 PU0682.Superseded values are not recommended for survey control.
 PU0682
 PU0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0682.See file dsdata.pdf to determine how the superseded data were derived.
 PU0682
 PU0682_MARKER: DB = BENCH MARK DISK
 PU0682_SETTING: 66 = SET IN ROCK OUTCROP
 PU0682_STAMPING: R 409 1962
 PU0682_MARK LOGO: CGS
 PU0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0682+STABILITY: POSITION/ELEVATION WELL
 PU0682
 PU0682  HISTORY     - Date     Condition        Report By
 PU0682  HISTORY     - 1962     MONUMENTED       CGS
 PU0682
 PU0682                          STATION DESCRIPTION
 PU0682
 PU0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0682'12.4 MI E FROM HEREFORD.
 PU0682'2.6 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0682'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 9.35 MILES
 PU0682'EAST ALONG GRAVEL ROADS, 0.55 MILE SOUTHEAST OF THE JUNCTION
 PU0682'OF A DIRT ROAD SOUTH, 0.2 MILE WEST OF A WOODEN BRIDGE OVER HAY
 PU0682'CREEK, ABOUT 50 YARDS NORTHWEST OF A WATER TANK, 25 1/2 FEET
 PU0682'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTHEAST OF
 PU0682'A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU0682'IN THE TOP OF AN 8 X 24-INCH ROCK OUTCROP PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0857 ***********************************************************************
 PU0857  DESIGNATION -  R 410
 PU0857  PID         -  PU0857
 PU0857  STATE/COUNTY-  SD/MEADE
 PU0857  COUNTRY     -  US
 PU0857  USGS QUAD   -  BIG DRAW (2017)
 PU0857
 PU0857                         *CURRENT SURVEY CONTROL
 PU0857  ______________________________________________________________________
 PU0857* NAD 83(1986) POSITION- 44 45 02.     (N) 102 43 48.     (W)   SCALED
 PU0857* NAVD 88 ORTHO HEIGHT -   849.663 (meters)     2787.60  (feet) ADJUSTED
 PU0857  ______________________________________________________________________
 PU0857  GEOID HEIGHT    -        -17.849 (meters)                     GEOID18
 PU0857  DYNAMIC HEIGHT  -        849.460 (meters)     2786.94  (feet) COMP
 PU0857  MODELED GRAVITY -    980,348.7   (mgal)                       NAVD 88
 PU0857
 PU0857  VERT ORDER      -  SECOND    CLASS 0
 PU0857
 PU0857.The horizontal coordinates were scaled from a map and have
 PU0857.an estimated accuracy of +/- 6 seconds.
 PU0857
 PU0857.The orthometric height was determined by differential leveling and
 PU0857.adjusted by the NATIONAL GEODETIC SURVEY
 PU0857.in June 1991.
 PU0857
 PU0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0857.GEOID18 height accuracy estimate available here.
 PU0857
 PU0857.Click photographs - Photos may exist for this station.
 PU0857
 PU0857.The dynamic height is computed by dividing the NAVD 88
 PU0857.geopotential number by the normal gravity value computed on the
 PU0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0857.degrees latitude (g = 980.6199 gals.).
 PU0857
 PU0857.The modeled gravity was interpolated from observed gravity values.
 PU0857
 PU0857;                    North         East    Units  Estimated Accuracy
 PU0857;SPC SD N     -   105,570.      383,870.      MT  (+/- 180 meters Scaled)
 PU0857
 PU0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK796577(NAD 83)
 PU0857
 PU0857                          SUPERSEDED SURVEY CONTROL
 PU0857
 PU0857  NGVD 29 (??/??/92)  849.192  (m)         2786.06   (f) ADJ UNCH    2 0
 PU0857
 PU0857.Superseded values are not recommended for survey control.
 PU0857
 PU0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0857.See file dsdata.pdf to determine how the superseded data were derived.
 PU0857
 PU0857_MARKER: DB = BENCH MARK DISK
 PU0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0857_STAMPING: R 410 1962
 PU0857_MARK LOGO: CGS
 PU0857_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0857+STABILITY: SURFACE MOTION
 PU0857
 PU0857  HISTORY     - Date     Condition        Report By
 PU0857  HISTORY     - 1962     MONUMENTED       CGS
 PU0857
 PU0857                          STATION DESCRIPTION
 PU0857
 PU0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0857'3.4 MI E FROM FAIRPOINT.
 PU0857'3.45 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0857'51 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD SOUTH,
 PU0857'34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET EAST OF
 PU0857'THE CENTER LINE OF THE ROAD SOUTH, 74 FEET EAST OF THE EXTENDED
 PU0857'CENTER LINE OF A DRIVEWAY NORTH TO A HOUSE, 6 FEET EAST OF THE
 PU0857'EAST END OF A GATE, 1.8 FEET NORTH OF A FENCE, 1.9 FEET EAST OF
 PU0857'A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU0857'CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0141 ***********************************************************************
 PU0141  DESIGNATION -  R 411
 PU0141  PID         -  PU0141
 PU0141  STATE/COUNTY-  SD/MEADE
 PU0141  COUNTRY     -  US
 PU0141  USGS QUAD   -  WHITE OWL (2017)
 PU0141
 PU0141                         *CURRENT SURVEY CONTROL
 PU0141  ______________________________________________________________________
 PU0141* NAD 83(1986) POSITION- 44 34 30.     (N) 102 28 54.     (W)   SCALED
 PU0141* NAVD 88 ORTHO HEIGHT -   878.724 (meters)     2882.95  (feet) ADJUSTED
 PU0141  ______________________________________________________________________
 PU0141  GEOID HEIGHT    -        -18.630 (meters)                     GEOID18
 PU0141  DYNAMIC HEIGHT  -        878.490 (meters)     2882.18  (feet) COMP
 PU0141  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 PU0141
 PU0141  VERT ORDER      -  FIRST     CLASS II
 PU0141
 PU0141.The horizontal coordinates were scaled from a map and have
 PU0141.an estimated accuracy of +/- 6 seconds.
 PU0141
 PU0141.The orthometric height was determined by differential leveling and
 PU0141.adjusted by the NATIONAL GEODETIC SURVEY
 PU0141.in October 1997.
 PU0141
 PU0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0141.GEOID18 height accuracy estimate available here.
 PU0141
 PU0141.Click photographs - Photos may exist for this station.
 PU0141
 PU0141.The dynamic height is computed by dividing the NAVD 88
 PU0141.geopotential number by the normal gravity value computed on the
 PU0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0141.degrees latitude (g = 980.6199 gals.).
 PU0141
 PU0141.The modeled gravity was interpolated from observed gravity values.
 PU0141
 PU0141;                    North         East    Units  Estimated Accuracy
 PU0141;SPC SD N     -    85,440.      402,920.      MT  (+/- 180 meters Scaled)
 PU0141
 PU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK999388(NAD 83)
 PU0141
 PU0141                          SUPERSEDED SURVEY CONTROL
 PU0141
 PU0141  NAVD 88 (06/15/91)  878.717  (m)         2882.92   (f) SUPERSEDED  1 2
 PU0141  NGVD 29 (??/??/92)  878.237  (m)         2881.35   (f) ADJ UNCH    1 2
 PU0141
 PU0141.Superseded values are not recommended for survey control.
 PU0141
 PU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0141.See file dsdata.pdf to determine how the superseded data were derived.
 PU0141
 PU0141_MARKER: DB = BENCH MARK DISK
 PU0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0141_STAMPING: R 411 1962
 PU0141_MARK LOGO: CGS
 PU0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0141+STABILITY: SURFACE MOTION
 PU0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0141+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0141
 PU0141  HISTORY     - Date     Condition        Report By
 PU0141  HISTORY     - 1962     MONUMENTED       CGS
 PU0141  HISTORY     - 1963     GOOD             CGS
 PU0141  HISTORY     - 1980     GOOD             NGS
 PU0141  HISTORY     - 19950605 GOOD             NGS
 PU0141
 PU0141                          STATION DESCRIPTION
 PU0141
 PU0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0141'4 MI E FROM ENNING.
 PU0141'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0141'POST OFFICE AT ENNING, AT THE JUNCTION OF THE HIGHWAY WITH A
 PU0141'DIRT ROAD LEADING SOUTH, 35 FEET SOUTH OF THE CENTER LINE OF THE
 PU0141'HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 5 1/2
 PU0141'FEET SOUTHEAST OF A FENCE CORNER, 4.2 FEET SOUTH OF A FENCE, 2.3
 PU0141'FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 PU0141'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU0141'PROJECTING 4 INCHES.
 PU0141
 PU0141                          STATION RECOVERY (1980)
 PU0141
 PU0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PU0141'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 34, FROM THE POST OFFICE AND
 PU0141'STORE, 35 FEET SOUTH OF CENTER OF STATE HIGHWAY 34, 40 FEET EAST OF
 PU0141'CENTER OF GRAVEL ROAD, 2 FEET WEST OF WITNESS POST.
 PU0141
 PU0141                          STATION RECOVERY (1995)
 PU0141
 PU0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0141'15.5 KM (9.65 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0141'IN UNION CENTER, 638.0 M (2093.2 FT) WEST OF MILEPOST 91, 41.7 M
 PU0141'(136.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) EAST OF
 PU0141'THE CENTER OF A GRAVELED ROAD, 10.9 M (35.8 FT) SOUTHEAST OF THE
 PU0141'CENTER OF A GRAVELED ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PU0141'HIGHWAY, 0.1 M (0.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 PU0141'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1246 ***********************************************************************
 PU1246  DESIGNATION -  R 412
 PU1246  PID         -  PU1246
 PU1246  STATE/COUNTY-  SD/BUTTE
 PU1246  COUNTRY     -  US
 PU1246  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1246
 PU1246                         *CURRENT SURVEY CONTROL
 PU1246  ______________________________________________________________________
 PU1246* NAD 83(1986) POSITION- 44 45 19.     (N) 103 20 16.     (W)   SCALED
 PU1246* NAVD 88 ORTHO HEIGHT -   866.406 (meters)     2842.53  (feet) ADJUSTED
 PU1246  ______________________________________________________________________
 PU1246  GEOID HEIGHT    -        -16.551 (meters)                     GEOID18
 PU1246  DYNAMIC HEIGHT  -        866.193 (meters)     2841.83  (feet) COMP
 PU1246  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 PU1246
 PU1246  VERT ORDER      -  FIRST     CLASS II
 PU1246
 PU1246.The horizontal coordinates were scaled from a map and have
 PU1246.an estimated accuracy of +/- 6 seconds.
 PU1246
 PU1246.The orthometric height was determined by differential leveling and
 PU1246.adjusted by the NATIONAL GEODETIC SURVEY
 PU1246.in July 1998.
 PU1246
 PU1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1246.GEOID18 height accuracy estimate available here.
 PU1246
 PU1246.Click photographs - Photos may exist for this station.
 PU1246
 PU1246.The dynamic height is computed by dividing the NAVD 88
 PU1246.geopotential number by the normal gravity value computed on the
 PU1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1246.degrees latitude (g = 980.6199 gals.).
 PU1246
 PU1246.The modeled gravity was interpolated from observed gravity values.
 PU1246
 PU1246;                    North         East    Units  Estimated Accuracy
 PU1246;SPC SD N     -   107,900.      335,800.      MT  (+/- 180 meters Scaled)
 PU1246
 PU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK315571(NAD 83)
 PU1246
 PU1246                          SUPERSEDED SURVEY CONTROL
 PU1246
 PU1246  NAVD 88 (06/15/91)  866.327  (m)         2842.27   (f) SUPERSEDED  1 2
 PU1246  NGVD 29 (??/??/92)  865.857  (m)         2840.73   (f) ADJ UNCH    1 2
 PU1246
 PU1246.Superseded values are not recommended for survey control.
 PU1246
 PU1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1246.See file dsdata.pdf to determine how the superseded data were derived.
 PU1246
 PU1246_MARKER: DB = BENCH MARK DISK
 PU1246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1246_SP_SET: HEADWALL
 PU1246_STAMPING: R 412 1963
 PU1246_MARK LOGO: CGS
 PU1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1246+STABILITY: SURFACE MOTION
 PU1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1246+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1246
 PU1246  HISTORY     - Date     Condition        Report By
 PU1246  HISTORY     - 1963     MONUMENTED       CGS
 PU1246  HISTORY     - 19951116 GOOD             NGS
 PU1246
 PU1246                          STATION DESCRIPTION
 PU1246
 PU1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1246'5.2 MI NE FROM NEWELL.
 PU1246'ABOUT 5.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1246'SCHOOL AT NEWELL, ABOUT 0.6 MILE SOUTHWEST OF A 200-FOOT BRIDGE
 PU1246'OVER WILLOW CREEK, SET IN THE TOP OF THE NORTHEAST END OF THE
 PU1246'NORTHWEST CONCRETE HEADWALL OF AN 8-FOOT CONCRETE CULVERT,
 PU1246'28 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT
 PU1246'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT 2 FEET
 PU1246'BELOW THE LEVEL OF THE HIGHWAY.
 PU1246
 PU1246                          STATION RECOVERY (1995)
 PU1246
 PU1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1246'8.3 KM (5.15 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1246'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT)
 PU1246'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A
 PU1246'CATTLE UNDERPASS, 545.0 M (1788.1 FT) NORTHEAST OF MILEPOST 44, 6.1 M
 PU1246'(20.0 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT)
 PU1246'BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0758 ***********************************************************************
 PU0758  DESIGNATION -  R 413
 PU0758  PID         -  PU0758
 PU0758  STATE/COUNTY-  SD/BUTTE
 PU0758  COUNTRY     -  US
 PU0758  USGS QUAD   -  CAMP CREEK (2017)
 PU0758
 PU0758                         *CURRENT SURVEY CONTROL
 PU0758  ______________________________________________________________________
 PU0758* NAD 83(1986) POSITION- 44 55 31.     (N) 102 59 31.     (W)   SCALED
 PU0758* NAVD 88 ORTHO HEIGHT -   834.711 (meters)     2738.55  (feet) ADJUSTED
 PU0758  ______________________________________________________________________
 PU0758  GEOID HEIGHT    -        -17.242 (meters)                     GEOID18
 PU0758  DYNAMIC HEIGHT  -        834.529 (meters)     2737.95  (feet) COMP
 PU0758  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 PU0758
 PU0758  VERT ORDER      -  FIRST     CLASS II
 PU0758
 PU0758.The horizontal coordinates were scaled from a map and have
 PU0758.an estimated accuracy of +/- 6 seconds.
 PU0758
 PU0758.The orthometric height was determined by differential leveling and
 PU0758.adjusted by the NATIONAL GEODETIC SURVEY
 PU0758.in July 1998.
 PU0758
 PU0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0758.GEOID18 height accuracy estimate available here.
 PU0758
 PU0758.Click photographs - Photos may exist for this station.
 PU0758
 PU0758.The dynamic height is computed by dividing the NAVD 88
 PU0758.geopotential number by the normal gravity value computed on the
 PU0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0758.degrees latitude (g = 980.6199 gals.).
 PU0758
 PU0758.The modeled gravity was interpolated from observed gravity values.
 PU0758
 PU0758;                    North         East    Units  Estimated Accuracy
 PU0758;SPC SD N     -   125,700.      363,860.      MT  (+/- 180 meters Scaled)
 PU0758
 PU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK584766(NAD 83)
 PU0758
 PU0758                          SUPERSEDED SURVEY CONTROL
 PU0758
 PU0758  NAVD 88 (06/15/91)  834.702  (m)         2738.52   (f) SUPERSEDED  1 2
 PU0758  NGVD 29 (??/??/92)  834.231  (m)         2736.97   (f) ADJ UNCH    1 2
 PU0758
 PU0758.Superseded values are not recommended for survey control.
 PU0758
 PU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0758.See file dsdata.pdf to determine how the superseded data were derived.
 PU0758
 PU0758_MARKER: DB = BENCH MARK DISK
 PU0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0758_STAMPING: R 413 1963
 PU0758_MARK LOGO: CGS
 PU0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0758+STABILITY: SURFACE MOTION
 PU0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0758+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PU0758
 PU0758  HISTORY     - Date     Condition        Report By
 PU0758  HISTORY     - 1963     MONUMENTED       CGS
 PU0758  HISTORY     - 19950930 GOOD             NGS
 PU0758
 PU0758                          STATION DESCRIPTION
 PU0758
 PU0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0758'6.4 MI N FROM SULPHUR.
 PU0758'ABOUT 1.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE
 PU0758'SULPHUR STORE, THENCE 5.0 MILES NORTHWEST ALONG A GRAVELED
 PU0758'ROAD, ABOUT 0.85 MILE NORTHWEST OF THE JUNCTION OF A PRIVATE
 PU0758'GRAVELED ROAD LEADING SOUTH, 61.5 FEET SOUTHWEST OF THE CENTERLINE
 PU0758'OF THE ROAD, 26 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE,
 PU0758'2 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL
 PU0758'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0758'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  THIS MARK
 PU0758'CAN BE REACHED FROM NEWELL BY GOING 25.7 MILES NORTHEAST ALONG
 PU0758'U.S. HIGHWAY 212 FROM THE NEWELL HIGH SCHOOL, THENCE 0.6 MILE
 PU0758'SOUTHEAST ALONG A GRAVELED ROAD.
 PU0758
 PU0758                          STATION RECOVERY (1995)
 PU0758
 PU0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0758'12.8 KM (7.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU0758'OFFICE IN MUD BUTTE, THENCE 0.9 KM (0.55 MI) SOUTHEASTERLY ALONG
 PU0758'SULPHUR CUT OFF, 18.5 M (60.7 FT) SOUTHWEST OF THE ROAD CENTER, 7.4 M
 PU0758'(24.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M
 PU0758'(1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTHEAST OF A
 PU0758'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PU0758'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1079 ***********************************************************************
 PU1079  DESIGNATION -  R 414
 PU1079  PID         -  PU1079
 PU1079  STATE/COUNTY-  SD/BUTTE
 PU1079  COUNTRY     -  US
 PU1079  USGS QUAD   -  NEWELL LAKE (2017)
 PU1079
 PU1079                         *CURRENT SURVEY CONTROL
 PU1079  ______________________________________________________________________
 PU1079* NAD 83(1986) POSITION- 44 50 35.43   (N) 103 25 31.93   (W)   HD_HELD1
 PU1079* NAVD 88 ORTHO HEIGHT -   929.278 (meters)     3048.81  (feet) ADJUSTED
 PU1079  ______________________________________________________________________
 PU1079  GEOID HEIGHT    -        -16.396 (meters)                     GEOID18
 PU1079  DYNAMIC HEIGHT  -        929.049 (meters)     3048.05  (feet) COMP
 PU1079  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 PU1079
 PU1079  VERT ORDER      -  SECOND    CLASS 0
 PU1079
 PU1079.The horizontal coordinates were determined by differentially corrected
 PU1079.hand held GPS observations or other comparable positioning techniques
 PU1079.and have an estimated accuracy of +/- 3 meters.
 PU1079
 PU1079.The orthometric height was determined by differential leveling and
 PU1079.adjusted by the NATIONAL GEODETIC SURVEY
 PU1079.in June 1991.
 PU1079
 PU1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1079.GEOID18 height accuracy estimate available here.
 PU1079
 PU1079.Click photographs - Photos may exist for this station.
 PU1079
 PU1079.The dynamic height is computed by dividing the NAVD 88
 PU1079.geopotential number by the normal gravity value computed on the
 PU1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1079.degrees latitude (g = 980.6199 gals.).
 PU1079
 PU1079.The modeled gravity was interpolated from observed gravity values.
 PU1079
 PU1079;                    North         East    Units  Estimated Accuracy
 PU1079;SPC SD N     -   117,944.3     329,267.1     MT  (+/- 3 meters HH1 GPS) 
 PU1079
 PU1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2442966735(NAD 83)
 PU1079
 PU1079                          SUPERSEDED SURVEY CONTROL
 PU1079
 PU1079  NGVD 29 (??/??/92)  928.802  (m)         3047.24   (f) ADJ UNCH    2 0
 PU1079
 PU1079.Superseded values are not recommended for survey control.
 PU1079
 PU1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1079.See file dsdata.pdf to determine how the superseded data were derived.
 PU1079
 PU1079_MARKER: DB = BENCH MARK DISK
 PU1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1079_STAMPING: R 414 1963
 PU1079_MARK LOGO: CGS
 PU1079_PROJECTION: PROJECTING 21 CENTIMETERS
 PU1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1079+STABILITY: SURFACE MOTION
 PU1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1079+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1079
 PU1079  HISTORY     - Date     Condition        Report By
 PU1079  HISTORY     - 1963     MONUMENTED       CGS
 PU1079  HISTORY     - 20201022 GOOD             SDDT
 PU1079
 PU1079                          STATION DESCRIPTION
 PU1079
 PU1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1079'8.5 MI S FROM CASTLE ROCK.
 PU1079'ABOUT 8.5 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1079'OFFICE AT CASTLE ROCK, 98 FEET WEST OF THE CENTERLINE OF THE
 PU1079'HIGHWAY, 3.4 FEET NORTH OF THE NORTH END OF A WIRE GATE, 2.0
 PU1079'FEET EAST OF A NORTH-SOUTH FENCE, 1.7 FEET SOUTH OF A METAL
 PU1079'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 PU1079'OF A CONCRETE POST PROJECTING 0.7 FOOT.  NOTE-- THIS MARK IS 0.65
 PU1079'MILE NORTH OF Q 414 1963 WHICH IS DESCRIBED FROM NEWELL.
 PU1079
 PU1079                          STATION RECOVERY (2020)
 PU1079
 PU1079'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1912 ***********************************************************************
 PU1912  DESIGNATION -  R 415
 PU1912  PID         -  PU1912
 PU1912  STATE/COUNTY-  SD/BUTTE
 PU1912  COUNTRY     -  US
 PU1912  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1912
 PU1912                         *CURRENT SURVEY CONTROL
 PU1912  ______________________________________________________________________
 PU1912* NAD 83(1986) POSITION- 44 50 04.     (N) 103 30 25.     (W)   SCALED
 PU1912* NAVD 88 ORTHO HEIGHT -   923.863 (meters)     3031.04  (feet) ADJUSTED
 PU1912  ______________________________________________________________________
 PU1912  GEOID HEIGHT    -        -16.265 (meters)                     GEOID18
 PU1912  DYNAMIC HEIGHT  -        923.630 (meters)     3030.28  (feet) COMP
 PU1912  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 PU1912
 PU1912  VERT ORDER      -  SECOND    CLASS 0
 PU1912
 PU1912.The horizontal coordinates were scaled from a map and have
 PU1912.an estimated accuracy of +/- 6 seconds.
 PU1912
 PU1912.The orthometric height was determined by differential leveling and
 PU1912.adjusted by the NATIONAL GEODETIC SURVEY
 PU1912.in June 1991.
 PU1912
 PU1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1912.GEOID18 height accuracy estimate available here.
 PU1912
 PU1912.Click photographs - Photos may exist for this station.
 PU1912
 PU1912.The dynamic height is computed by dividing the NAVD 88
 PU1912.geopotential number by the normal gravity value computed on the
 PU1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1912.degrees latitude (g = 980.6199 gals.).
 PU1912
 PU1912.The modeled gravity was interpolated from observed gravity values.
 PU1912
 PU1912;                    North         East    Units  Estimated Accuracy
 PU1912;SPC SD N     -   117,250.      322,800.      MT  (+/- 180 meters Scaled)
 PU1912
 PU1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK180656(NAD 83)
 PU1912
 PU1912                          SUPERSEDED SURVEY CONTROL
 PU1912
 PU1912  NGVD 29 (??/??/92)  923.383  (m)         3029.47   (f) ADJ UNCH    2 0
 PU1912
 PU1912.Superseded values are not recommended for survey control.
 PU1912
 PU1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1912.See file dsdata.pdf to determine how the superseded data were derived.
 PU1912
 PU1912_MARKER: DB = BENCH MARK DISK
 PU1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1912_STAMPING: R 415 1963
 PU1912_MARK LOGO: CGS
 PU1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1912+STABILITY: SURFACE MOTION
 PU1912
 PU1912  HISTORY     - Date     Condition        Report By
 PU1912  HISTORY     - 1963     MONUMENTED       CGS
 PU1912
 PU1912                          STATION DESCRIPTION
 PU1912
 PU1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1912'12.2 MI NW FROM NEWELL.
 PU1912'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1912'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1912'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, AT
 PU1912'THE CREST OF A HILL, 38 FEET NORTHEAST OF THE CENTER OF THE
 PU1912'INTERSECTION OF A TRACK ROAD, 33 FEET EAST OF THE CENTERLINE
 PU1912'OF THE ROAD, 24 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD,
 PU1912'1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1912'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1278 ***********************************************************************
 PU1278  DESIGNATION -  R 416
 PU1278  PID         -  PU1278
 PU1278  STATE/COUNTY-  SD/BUTTE
 PU1278  COUNTRY     -  US
 PU1278  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1278
 PU1278                         *CURRENT SURVEY CONTROL
 PU1278  ______________________________________________________________________
 PU1278* NAD 83(1986) POSITION- 44 54 00.0    (N) 103 04 10.7    (W)   HD_HELD2
 PU1278* NAVD 88 ORTHO HEIGHT -   850.643 (meters)     2790.82  (feet) ADJUSTED
 PU1278  ______________________________________________________________________
 PU1278  GEOID HEIGHT    -        -17.123 (meters)                     GEOID18
 PU1278  DYNAMIC HEIGHT  -        850.447 (meters)     2790.17  (feet) COMP
 PU1278  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 PU1278
 PU1278  VERT ORDER      -  FIRST     CLASS II
 PU1278
 PU1278.The horizontal coordinates were established by autonomous hand held GPS
 PU1278.observations and have an estimated accuracy of +/- 10 meters.
 PU1278
 PU1278.The orthometric height was determined by differential leveling and
 PU1278.adjusted by the NATIONAL GEODETIC SURVEY
 PU1278.in July 1998.
 PU1278
 PU1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1278.GEOID18 height accuracy estimate available here.
 PU1278
 PU1278.Click photographs - Photos may exist for this station.
 PU1278
 PU1278.The dynamic height is computed by dividing the NAVD 88
 PU1278.geopotential number by the normal gravity value computed on the
 PU1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1278.degrees latitude (g = 980.6199 gals.).
 PU1278
 PU1278.The modeled gravity was interpolated from observed gravity values.
 PU1278
 PU1278;                    North         East    Units  Estimated Accuracy
 PU1278;SPC SD N     -   123,126.      357,620.      MT  (+/- 10 meters HH2 GPS)
 PU1278
 PU1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5240673654(NAD 83)
 PU1278
 PU1278                          SUPERSEDED SURVEY CONTROL
 PU1278
 PU1278  NAVD 88 (06/15/91)  850.663  (m)         2790.88   (f) SUPERSEDED  1 2
 PU1278  NGVD 29 (??/??/92)  850.185  (m)         2789.32   (f) ADJ UNCH    1 2
 PU1278
 PU1278.Superseded values are not recommended for survey control.
 PU1278
 PU1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1278.See file dsdata.pdf to determine how the superseded data were derived.
 PU1278
 PU1278_MARKER: DB = BENCH MARK DISK
 PU1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1278_STAMPING: R 416 1963
 PU1278_MARK LOGO: CGS
 PU1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1278+STABILITY: SURFACE MOTION
 PU1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1278+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 PU1278
 PU1278  HISTORY     - Date     Condition        Report By
 PU1278  HISTORY     - 1963     MONUMENTED       CGS
 PU1278  HISTORY     - 19951116 GOOD             NGS
 PU1278  HISTORY     - 20110821 GOOD             GEOCAC
 PU1278
 PU1278                          STATION DESCRIPTION
 PU1278
 PU1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1278'21.8 MI NE FROM NEWELL.
 PU1278'ABOUT 21.8 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1278'HIGH SCHOOL AT NEWELL, ABOUT 1.5 MILES SOUTHWEST OF A 150-FOOT
 PU1278'CONCRETE BRIDGE OVER SULPHUR CREEK, ABOUT 0.1 MILE NORTH OF
 PU1278'THE NORTH END OF A CURVE IN THE ROAD, AT THE JUNCTION OF A
 PU1278'DRIVEWAY LEADING EAST TO A PASTURE, 113 FEET EAST OF THE
 PU1278'CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTERLINE OF
 PU1278'THE DRIVEWAY, 2.5 FEET NORTH OF A POWER POLE AND IN LINE WITH
 PU1278'A ROW OF POLES, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PU1278'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PU1278'CONCRETE POST PROJECTING 4 INCHES.
 PU1278
 PU1278                          STATION RECOVERY (1995)
 PU1278
 PU1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1278'19.4 KM (12.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1278'OFFICE IN MUD BUTTE, 202.0 M (662.7 FT) SOUTHWEST OF MILEPOST 61, 34.4
 PU1278'M (112.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 15.1 M (49.5 FT)
 PU1278'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.1 M (6.9 FT)
 PU1278'NORTHWEST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PU1278'0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 PU1278'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1278
 PU1278                          STATION RECOVERY (2011)
 PU1278
 PU1278'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PU1278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1319 ***********************************************************************
 PU1319  DESIGNATION -  R 417
 PU1319  PID         -  PU1319
 PU1319  STATE/COUNTY-  SD/BUTTE
 PU1319  COUNTRY     -  US
 PU1319  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1319
 PU1319                         *CURRENT SURVEY CONTROL
 PU1319  ______________________________________________________________________
 PU1319* NAD 83(1986) POSITION- 44 55 25.     (N) 103 15 41.     (W)   SCALED
 PU1319* NAVD 88 ORTHO HEIGHT -   918.275 (meters)     3012.71  (feet) ADJUSTED
 PU1319  ______________________________________________________________________
 PU1319  GEOID HEIGHT    -        -16.737 (meters)                     GEOID18
 PU1319  DYNAMIC HEIGHT  -        918.056 (meters)     3011.99  (feet) COMP
 PU1319  MODELED GRAVITY -    980,347.2   (mgal)                       NAVD 88
 PU1319
 PU1319  VERT ORDER      -  SECOND    CLASS 0
 PU1319
 PU1319.The horizontal coordinates were scaled from a map and have
 PU1319.an estimated accuracy of +/- 6 seconds.
 PU1319
 PU1319.The orthometric height was determined by differential leveling and
 PU1319.adjusted by the NATIONAL GEODETIC SURVEY
 PU1319.in June 1991.
 PU1319
 PU1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1319.GEOID18 height accuracy estimate available here.
 PU1319
 PU1319.Click photographs - Photos may exist for this station.
 PU1319
 PU1319.The dynamic height is computed by dividing the NAVD 88
 PU1319.geopotential number by the normal gravity value computed on the
 PU1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1319.degrees latitude (g = 980.6199 gals.).
 PU1319
 PU1319.The modeled gravity was interpolated from observed gravity values.
 PU1319
 PU1319;                    North         East    Units  Estimated Accuracy
 PU1319;SPC SD N     -   126,340.      342,590.      MT  (+/- 180 meters Scaled)
 PU1319
 PU1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK372759(NAD 83)
 PU1319
 PU1319                          SUPERSEDED SURVEY CONTROL
 PU1319
 PU1319  NGVD 29 (??/??/92)  917.795  (m)         3011.13   (f) ADJ UNCH    2 0
 PU1319
 PU1319.Superseded values are not recommended for survey control.
 PU1319
 PU1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1319.See file dsdata.pdf to determine how the superseded data were derived.
 PU1319
 PU1319_MARKER: DB = BENCH MARK DISK
 PU1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1319_STAMPING: R 417 1963
 PU1319_MARK LOGO: CGS
 PU1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1319+STABILITY: SURFACE MOTION
 PU1319
 PU1319  HISTORY     - Date     Condition        Report By
 PU1319  HISTORY     - 1963     MONUMENTED       CGS
 PU1319
 PU1319                          STATION DESCRIPTION
 PU1319
 PU1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1319'11 MI SE FROM CASTLE ROCK.
 PU1319'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1319'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED
 PU1319'COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD,
 PU1319'THENCE 1.0 MILE EAST ALONG A GRADED COUNTY ROAD, AT THE CREST
 PU1319'OF A HILL, 63 FEET NORTH OF THE CENTERLINE OF THE ROAD, 96
 PU1319'FEET NORTH ACROSS THE ROAD FROM A TELEPHONE POLE NUMBERED
 PU1319'LS 117-1, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 PU1319'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1319'POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1480 ***********************************************************************
 PU1480  DESIGNATION -  R 418
 PU1480  PID         -  PU1480
 PU1480  STATE/COUNTY-  SD/MEADE
 PU1480  COUNTRY     -  US
 PU1480  USGS QUAD   -  FORT MEADE (2017)
 PU1480
 PU1480                         *CURRENT SURVEY CONTROL
 PU1480  ______________________________________________________________________
 PU1480* NAD 83(1986) POSITION- 44 26 49.     (N) 103 22 52.     (W)   SCALED
 PU1480* NAVD 88 ORTHO HEIGHT -   940.493 (meters)     3085.60  (feet) ADJUSTED
 PU1480  ______________________________________________________________________
 PU1480  GEOID HEIGHT    -        -16.001 (meters)                     GEOID18
 PU1480  DYNAMIC HEIGHT  -        940.209 (meters)     3084.67  (feet) COMP
 PU1480  MODELED GRAVITY -    980,283.4   (mgal)                       NAVD 88
 PU1480
 PU1480  VERT ORDER      -  FIRST     CLASS II
 PU1480
 PU1480.The horizontal coordinates were scaled from a map and have
 PU1480.an estimated accuracy of +/- 6 seconds.
 PU1480
 PU1480.The orthometric height was determined by differential leveling and
 PU1480.adjusted by the NATIONAL GEODETIC SURVEY
 PU1480.in October 1997.
 PU1480
 PU1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1480.GEOID18 height accuracy estimate available here.
 PU1480
 PU1480.Click photographs - Photos may exist for this station.
 PU1480
 PU1480.The dynamic height is computed by dividing the NAVD 88
 PU1480.geopotential number by the normal gravity value computed on the
 PU1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1480.degrees latitude (g = 980.6199 gals.).
 PU1480
 PU1480.The modeled gravity was interpolated from observed gravity values.
 PU1480
 PU1480;                    North         East    Units  Estimated Accuracy
 PU1480;SPC SD N     -    73,810.      330,940.      MT  (+/- 180 meters Scaled)
 PU1480
 PU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK288227(NAD 83)
 PU1480
 PU1480                          SUPERSEDED SURVEY CONTROL
 PU1480
 PU1480  NAVD 88 (06/15/91)  940.477  (m)         3085.55   (f) SUPERSEDED  1 2
 PU1480  NGVD 29 (??/??/92)  939.976  (m)         3083.90   (f) ADJ UNCH    1 2
 PU1480
 PU1480.Superseded values are not recommended for survey control.
 PU1480
 PU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1480.See file dsdata.pdf to determine how the superseded data were derived.
 PU1480
 PU1480_MARKER: DB = BENCH MARK DISK
 PU1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1480_STAMPING: R 418 1963
 PU1480_MARK LOGO: CGS
 PU1480_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1480+STABILITY: SURFACE MOTION
 PU1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1480+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 PU1480
 PU1480  HISTORY     - Date     Condition        Report By
 PU1480  HISTORY     - 1963     MONUMENTED       CGS
 PU1480  HISTORY     - 19950513 GOOD             NGS
 PU1480  HISTORY     - 20120326 GOOD             INDIV
 PU1480
 PU1480                          STATION DESCRIPTION
 PU1480
 PU1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1480'4.7 MI SW FROM BEAR BUTTE.
 PU1480'ABOUT 4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE
 PU1480'CATHOLIC CHURCH AT BEAR BUTTE, 91 FEET WEST OF THE CENTER OF
 PU1480'THE T-JUNCTION OF A ROAD LEADING NORTH, 72 FEET NORTHWEST OF THE
 PU1480'CENTERLINE OF THE HIGHWAY, 130 FEET SOUTHWEST OF THE
 PU1480'CENTERLINE OF THE ROAD LEADING NORTH, 35 FEET SOUTHWEST OF A
 PU1480'FENCE CORNER, 1.8 FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTHEAST
 PU1480'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 PU1480'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1480
 PU1480                          STATION RECOVERY (1995)
 PU1480
 PU1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1480'13.6 KM (8.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1480'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 685.0 M (2247.4 FT) EAST
 PU1480'OF MILEPOST 42, 21.9 M (71.9 FT) NORTHWEST OF AND LEVEL WITH THE
 PU1480'HIGHWAY CENTERLINE, 18.9 M (62.0 FT) WEST OF THE CENTER OF A GRAVELED
 PU1480'ROAD, 11.1 M (36.4 FT) SOUTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT)
 PU1480'SOUTHEAST OF A FENCE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND
 PU1480'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1480
 PU1480                          STATION RECOVERY (2012)
 PU1480
 PU1480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0618 ***********************************************************************
 OT0618  DESIGNATION -  R 427
 OT0618  PID         -  OT0618
 OT0618  STATE/COUNTY-  SD/FALL RIVER
 OT0618  COUNTRY     -  US
 OT0618  USGS QUAD   -  EDGEMONT (2017)
 OT0618
 OT0618                         *CURRENT SURVEY CONTROL
 OT0618  ______________________________________________________________________
 OT0618* NAD 83(1986) POSITION- 43 17 49.93   (N) 103 49 51.56   (W)   HD_HELD1
 OT0618* NAVD 88 ORTHO HEIGHT -  1069.772 (meters)     3509.74  (feet) ADJUSTED
 OT0618  ______________________________________________________________________
 OT0618  GEOID HEIGHT    -        -15.078 (meters)                     GEOID18
 OT0618  DYNAMIC HEIGHT  -       1069.331 (meters)     3508.30  (feet) COMP
 OT0618  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 OT0618
 OT0618  VERT ORDER      -  FIRST     CLASS II
 OT0618
 OT0618.The horizontal coordinates were determined by differentially corrected
 OT0618.hand held GPS observations or other comparable positioning techniques
 OT0618.and have an estimated accuracy of +/- 3 meters.
 OT0618
 OT0618.The orthometric height was determined by differential leveling and
 OT0618.adjusted by the NATIONAL GEODETIC SURVEY
 OT0618.in June 1991.
 OT0618
 OT0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0618.GEOID18 height accuracy estimate available here.
 OT0618
 OT0618.Click photographs - Photos may exist for this station.
 OT0618
 OT0618.The dynamic height is computed by dividing the NAVD 88
 OT0618.geopotential number by the normal gravity value computed on the
 OT0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0618.degrees latitude (g = 980.6199 gals.).
 OT0618
 OT0618.The modeled gravity was interpolated from observed gravity values.
 OT0618
 OT0618;                    North         East    Units  Estimated Accuracy
 OT0618;SPC SD S     -   113,052.0     316,282.1     MT  (+/- 3 meters HH1 GPS) 
 OT0618
 OT0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9482494482(NAD 83)
 OT0618
 OT0618                          SUPERSEDED SURVEY CONTROL
 OT0618
 OT0618.No superseded survey control is available for this station.
 OT0618
 OT0618_MARKER: I = METAL ROD
 OT0618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0618_STAMPING: R 427 1985
 OT0618_MARK LOGO: NGS
 OT0618_PROJECTION: FLUSH
 OT0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0618+STABILITY: POSITION/ELEVATION WELL
 OT0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0618+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 OT0618_ROD/PIPE-DEPTH: 7.0 meters
 OT0618_SLEEVE-DEPTH  : 5.5 meters
 OT0618
 OT0618  HISTORY     - Date     Condition        Report By
 OT0618  HISTORY     - 1985     MONUMENTED       NGS
 OT0618  HISTORY     - 20160120 GOOD             INDIV
 OT0618
 OT0618                          STATION DESCRIPTION
 OT0618
 OT0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0618'IN EDGEMONT.
 OT0618'IN EDGEMONT, AT THE JUNCTION OF H STREET AND 6 TH AVENUE, ON CITY
 OT0618'PROPERTY, OCCUPIED BY THE HILLCREST VILLA SENIOR CITIZENS HOME, 31.4
 OT0618'METERS (103 FT) NORTH OF THE CENTER OF H STREET, 12.2 METERS (40 FT)
 OT0618'WEST OF THE CENTER OF 6 TH AVENUE, 14.4 METERS 47.3 FT) SOUTHEAST OF
 OT0618'THE SOUTHEAST CORNER OF THE MOST SOUTHEAST BUILDING OF THE PROPERTY
 OT0618'AND 0.6 METER (2 FT) SOUTHEAST OF AN UNDERGROUND SPRINKLER SYSTEM
 OT0618'LINE.
 OT0618'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0618'THE MARK IS 0.3 M ABOVE 6 TH AVENUE.
 OT0618
 OT0618                          STATION RECOVERY (2016)
 OT0618
 OT0618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JCC)
 OT0618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0651 ***********************************************************************
 QS0651  DESIGNATION -  R 428
 QS0651  PID         -  QS0651
 QS0651  STATE/COUNTY-  SD/CORSON
 QS0651  COUNTRY     -  US
 QS0651  USGS QUAD   -  ISABEL (2017)
 QS0651
 QS0651                         *CURRENT SURVEY CONTROL
 QS0651  ______________________________________________________________________
 QS0651* NAD 83(1986) POSITION- 45 29 18.     (N) 101 25 45.     (W)   SCALED
 QS0651* NAVD 88 ORTHO HEIGHT -   683.098 (meters)     2241.13  (feet) ADJUSTED
 QS0651  ______________________________________________________________________
 QS0651  GEOID HEIGHT    -        -20.446 (meters)                     GEOID18
 QS0651  DYNAMIC HEIGHT  -        683.005 (meters)     2240.83  (feet) COMP
 QS0651  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 QS0651
 QS0651  VERT ORDER      -  FIRST     CLASS II
 QS0651
 QS0651.The horizontal coordinates were scaled from a map and have
 QS0651.an estimated accuracy of +/- 6 seconds.
 QS0651
 QS0651.The orthometric height was determined by differential leveling and
 QS0651.adjusted by the NATIONAL GEODETIC SURVEY
 QS0651.in June 1991.
 QS0651
 QS0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0651.GEOID18 height accuracy estimate available here.
 QS0651
 QS0651.Click photographs - Photos may exist for this station.
 QS0651
 QS0651.The dynamic height is computed by dividing the NAVD 88
 QS0651.geopotential number by the normal gravity value computed on the
 QS0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0651.degrees latitude (g = 980.6199 gals.).
 QS0651
 QS0651.The modeled gravity was interpolated from observed gravity values.
 QS0651
 QS0651;                    North         East    Units  Estimated Accuracy
 QS0651;SPC SD N     -   184,900.      488,290.      MT  (+/- 180 meters Scaled)
 QS0651
 QS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR101400(NAD 83)
 QS0651
 QS0651                          SUPERSEDED SURVEY CONTROL
 QS0651
 QS0651.No superseded survey control is available for this station.
 QS0651
 QS0651_MARKER: I = METAL ROD
 QS0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0651_STAMPING: R 428 1985
 QS0651_MARK LOGO: NGS
 QS0651_PROJECTION: FLUSH
 QS0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0651_ROD/PIPE-DEPTH: 5.8 meters
 QS0651
 QS0651  HISTORY     - Date     Condition        Report By
 QS0651  HISTORY     - 1985     MONUMENTED       NGS
 QS0651
 QS0651                          STATION DESCRIPTION
 QS0651
 QS0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0651'10.6 KM (6.6 MI) NORTH FROM ISABEL.
 QS0651'10.6 KM (6.6 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0651'ISABEL, 30.5 METERS (100 FT) (SLOPE DISTANT) EAST OF THE HIGHWAY
 QS0651'CENTERLINE, 20.4 METERS (67 FT) NORTH OF A CONCRETE RIGHT-OF-WAY POST,
 QS0651'1.1 METERS (3.6 FT) WEST OF A POWER POLE AND 0.3 METER (1 FT) WEST OF
 QS0651'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0651'5-INCH LOGO CAP.
 QS0651'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0651'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0631 ***********************************************************************
 OT0631  DESIGNATION -  R 429
 OT0631  PID         -  OT0631
 OT0631  STATE/COUNTY-  SD/FALL RIVER
 OT0631  COUNTRY     -  US
 OT0631  USGS QUAD   -  EDGEMONT (2017)
 OT0631
 OT0631                         *CURRENT SURVEY CONTROL
 OT0631  ______________________________________________________________________
 OT0631* NAD 83(1986) POSITION- 43 21 39.     (N) 103 46 37.     (W)   SCALED
 OT0631* NAVD 88 ORTHO HEIGHT -  1133.531 (meters)     3718.93  (feet) ADJUSTED
 OT0631  ______________________________________________________________________
 OT0631  GEOID HEIGHT    -        -14.965 (meters)                     GEOID18
 OT0631  DYNAMIC HEIGHT  -       1133.060 (meters)     3717.38  (feet) COMP
 OT0631  MODELED GRAVITY -    980,164.4   (mgal)                       NAVD 88
 OT0631
 OT0631  VERT ORDER      -  FIRST     CLASS II
 OT0631
 OT0631.The horizontal coordinates were scaled from a map and have
 OT0631.an estimated accuracy of +/- 6 seconds.
 OT0631
 OT0631.The orthometric height was determined by differential leveling and
 OT0631.adjusted by the NATIONAL GEODETIC SURVEY
 OT0631.in June 1991.
 OT0631
 OT0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0631.GEOID18 height accuracy estimate available here.
 OT0631
 OT0631.Click photographs - Photos may exist for this station.
 OT0631
 OT0631.The dynamic height is computed by dividing the NAVD 88
 OT0631.geopotential number by the normal gravity value computed on the
 OT0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0631.degrees latitude (g = 980.6199 gals.).
 OT0631
 OT0631.The modeled gravity was interpolated from observed gravity values.
 OT0631
 OT0631;                    North         East    Units  Estimated Accuracy
 OT0631;SPC SD S     -   119,930.      320,960.      MT  (+/- 180 meters Scaled)
 OT0631
 OT0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ991016(NAD 83)
 OT0631
 OT0631                          SUPERSEDED SURVEY CONTROL
 OT0631
 OT0631.No superseded survey control is available for this station.
 OT0631
 OT0631_MARKER: DV = VERTICAL CONTROL DISK
 OT0631_SETTING: 66 = SET IN ROCK OUTCROP
 OT0631_STAMPING: R 429 1985
 OT0631_MARK LOGO: NGS
 OT0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0631+STABILITY: POSITION/ELEVATION WELL
 OT0631
 OT0631  HISTORY     - Date     Condition        Report By
 OT0631  HISTORY     - 1985     MONUMENTED       NGS
 OT0631
 OT0631                          STATION DESCRIPTION
 OT0631
 OT0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0631'7.0 KM (4.35 MI) NE FROM EDGEMONT.
 OT0631'7.05 KM (4.4 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0631'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0631'TOP OF AND 2.1 METERS (7 FT) NORTHWEST OF THE SOUTHEAST END OF A 5- BY
 OT0631'10-FOOT PORTION OF RED SANDSTONE OUTCROP PROJECTING 6-INCHES ABOVE THE
 OT0631'SURFACE OF THE GROUND, 35.6 METERS (117 FT) SOUTHEAST OF THE HIGHWAY
 OT0631'CENTERLINE, 75.9 METERS (249 FT) NORTHEAST OF MILEPOST 17, 47.9 METERS
 OT0631'(157 FT) SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE, 5.2 METERS
 OT0631'(17 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 0.7 METER (2.5 FT)
 OT0631'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK.
 OT0631'THE MARK IS 5.3 METERS  SE FROM  A WITNESS POST
 OT0631'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0660 ***********************************************************************
 OT0660  CBN         -  This is a Cooperative Base Network Control Station.
 OT0660  DESIGNATION -  R 430
 OT0660  PID         -  OT0660
 OT0660  STATE/COUNTY-  SD/CUSTER
 OT0660  COUNTRY     -  US
 OT0660  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0660
 OT0660                         *CURRENT SURVEY CONTROL
 OT0660  ______________________________________________________________________
 OT0660* NAD 83(2011) POSITION- 43 35 34.79748(N) 103 17 55.91630(W)   ADJUSTED
 OT0660* NAD 83(2011) ELLIP HT-  1054.959 (meters)        (06/27/12)   ADJUSTED
 OT0660* NAD 83(2011) EPOCH   -  2010.00
 OT0660* NAVD 88 ORTHO HEIGHT -  1070.818 (meters)     3513.18  (feet) ADJUSTED
 OT0660  ______________________________________________________________________
 OT0660  GEOID HEIGHT    -        -15.861 (meters)                     GEOID18
 OT0660  NAD 83(2011) X  - -1,064,474.709 (meters)                     COMP
 OT0660  NAD 83(2011) Y  - -4,503,443.157 (meters)                     COMP
 OT0660  NAD 83(2011) Z  -  4,376,178.374 (meters)                     COMP
 OT0660  LAPLACE CORR    -        -12.49  (seconds)                    DEFLEC18
 OT0660  DYNAMIC HEIGHT  -       1070.394 (meters)     3511.78  (feet) COMP
 OT0660  MODELED GRAVITY -    980,186.2   (mgal)                       NAVD 88
 OT0660
 OT0660  VERT ORDER      -  FIRST     CLASS II
 OT0660
 OT0660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0660  Standards:
 OT0660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0660  -------------------------------------------------------------------
 OT0660  NETWORK    0.43   0.88           0.20   0.14   0.45     -0.06709944
 OT0660  -------------------------------------------------------------------
 OT0660  Click here for local accuracies and other accuracy information.
 OT0660
 OT0660.The horizontal coordinates were established by GPS observations
 OT0660.and adjusted by the National Geodetic Survey in June 2012.
 OT0660
 OT0660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0660.been affixed to the stable North American tectonic plate. See 
 OT0660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0660
 OT0660.The horizontal coordinates are valid at the epoch date displayed above
 OT0660.which is a decimal equivalence of Year/Month/Day.
 OT0660
 OT0660.The orthometric height was determined by differential leveling and
 OT0660.adjusted by the NATIONAL GEODETIC SURVEY
 OT0660.in June 1991.
 OT0660
 OT0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0660.GEOID18 height accuracy estimate available here.
 OT0660
 OT0660.Click photographs - Photos may exist for this station.
 OT0660
 OT0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0660
 OT0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0660
 OT0660.The ellipsoidal height was determined by GPS observations
 OT0660.and is referenced to NAD 83.
 OT0660
 OT0660.The dynamic height is computed by dividing the NAVD 88
 OT0660.geopotential number by the normal gravity value computed on the
 OT0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0660.degrees latitude (g = 980.6199 gals.).
 OT0660
 OT0660.The modeled gravity was interpolated from observed gravity values.
 OT0660
 OT0660. The following values were computed from the NAD 83(2011) position.
 OT0660
 OT0660;                    North         East     Units Scale Factor Converg.
 OT0660;SPC SD S     -   144,212.095   360,599.195   MT  0.99990697   -2 02 44.8
 OT0660;SPC SD S     -   473,135.85  1,183,065.86   sFT  0.99990697   -2 02 44.8
 OT0660;UTM  13      - 4,828,075.604   637,316.822   MT  0.99983194   +1 10 23.4
 OT0660
 OT0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0660!SPC SD S     -   0.99983460  x   0.99990697  =   0.99974158
 OT0660!UTM  13      -   0.99983460  x   0.99983194  =   0.99966656
 OT0660
 OT0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3731628075(NAD 83)
 OT0660
 OT0660                          SUPERSEDED SURVEY CONTROL
 OT0660
 OT0660  NAD 83(2007)-  43 35 34.79726(N)    103 17 55.91736(W) AD(2002.00) 0
 OT0660  ELLIP H (02/10/07) 1054.995  (m)                       GP(2002.00)    
 OT0660  NAD 83(1993)-  43 35 34.79669(N)    103 17 55.91724(W) AD(       ) A
 OT0660  ELLIP H (06/23/03) 1054.986  (m)                       GP(       ) 3 1
 OT0660  NAVD 88            1070.82   (m)         3513.2    (f) LEVELING    3  
 OT0660
 OT0660.Superseded values are not recommended for survey control.
 OT0660
 OT0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0660.See file dsdata.pdf to determine how the superseded data were derived.
 OT0660
 OT0660_MARKER: I = METAL ROD
 OT0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0660_STAMPING: R 430 1985
 OT0660_MARK LOGO: NGS
 OT0660_PROJECTION: FLUSH
 OT0660_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0660_ROD/PIPE-DEPTH: 6.40 meters
 OT0660
 OT0660  HISTORY     - Date     Condition        Report By
 OT0660  HISTORY     - 1985     MONUMENTED       NGS
 OT0660  HISTORY     - 20020514 GOOD             SDDT
 OT0660
 OT0660                          STATION DESCRIPTION
 OT0660
 OT0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0660'30.7 KM (19.1 MI) SOUTH FROM HERMOSA.
 OT0660'30.7 KM (19.15 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0660'STATE HIGHWAY 40 EAST AT HERMOSA, 1.65 KM (1.0 MI) SOUTH OF THE
 OT0660'CROSSING OF LAME JOHNNY CREEK, 0.8 KM (0.5 MI) NORTH OF MILEPOST 41,
 OT0660'30.5 METERS (100 FT) EAST OF THE HIGHWAY CENTERLINE, 4.2 METERS (14
 OT0660'FT) SOUTH OF THE SOUTH END OF A WIRE GATE AND 0.3 METER (1 FT) WEST OF
 OT0660'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0660'5-INCH LOGO CAP.
 OT0660'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0660'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 OT0660
 OT0660                          STATION RECOVERY (2002)
 OT0660
 OT0660'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0660'RECOVERED AS DESCRIBED
 OT0660'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2140 ***********************************************************************
 PU2140  DESIGNATION -  R 431
 PU2140  PID         -  PU2140
 PU2140  STATE/COUNTY-  SD/PENNINGTON
 PU2140  COUNTRY     -  US
 PU2140  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2140
 PU2140                         *CURRENT SURVEY CONTROL
 PU2140  ______________________________________________________________________
 PU2140* NAD 83(1986) POSITION- 44 00 42.     (N) 103 11 07.     (W)   SCALED
 PU2140* NAVD 88 ORTHO HEIGHT -  1022.855 (meters)     3355.82  (feet) ADJUSTED
 PU2140  ______________________________________________________________________
 PU2140  GEOID HEIGHT    -        -16.103 (meters)                     GEOID18
 PU2140  DYNAMIC HEIGHT  -       1022.493 (meters)     3354.63  (feet) COMP
 PU2140  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 PU2140
 PU2140  VERT ORDER      -  FIRST     CLASS II
 PU2140
 PU2140.The horizontal coordinates were scaled from a map and have
 PU2140.an estimated accuracy of +/- 6 seconds.
 PU2140
 PU2140.The orthometric height was determined by differential leveling and
 PU2140.adjusted by the NATIONAL GEODETIC SURVEY
 PU2140.in June 1991.
 PU2140
 PU2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2140.GEOID18 height accuracy estimate available here.
 PU2140
 PU2140.Click photographs - Photos may exist for this station.
 PU2140
 PU2140.The dynamic height is computed by dividing the NAVD 88
 PU2140.geopotential number by the normal gravity value computed on the
 PU2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2140.degrees latitude (g = 980.6199 gals.).
 PU2140
 PU2140.The modeled gravity was interpolated from observed gravity values.
 PU2140
 PU2140;                    North         East    Units  Estimated Accuracy
 PU2140;SPC SD S     -   190,380.      371,360.      MT  (+/- 180 meters Scaled)
 PU2140
 PU2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ454747(NAD 83)
 PU2140
 PU2140                          SUPERSEDED SURVEY CONTROL
 PU2140
 PU2140.No superseded survey control is available for this station.
 PU2140
 PU2140_MARKER: I = METAL ROD
 PU2140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PU2140_STAMPING: R 431 1985
 PU2140_MARK LOGO: NGS
 PU2140_PROJECTION: FLUSH
 PU2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2140_ROD/PIPE-DEPTH: 3.6 meters
 PU2140
 PU2140  HISTORY     - Date     Condition        Report By
 PU2140  HISTORY     - 1985     MONUMENTED       NGS
 PU2140  HISTORY     - 20120525 MARK NOT FOUND   INDIV
 PU2140
 PU2140                          STATION DESCRIPTION
 PU2140
 PU2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2140'8.0 KM (5.0 MI) SOUTH FROM RAPID CITY.
 PU2140'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 PU2140'RAPID CITY, 1.05 KM (0.6 MI) NORTH OF THE CROSSING OF DRY CREEK, 0.65
 PU2140'KM (0.4 MI) SOUTH OF MILEPOST 73, 30.5 METERS (100 FT) SOUTHWEST OF
 PU2140'THE HIGHWAY CENTERLINE, 12.3 METERS (40.5 FT) NORTHWEST OF THE 3RD
 PU2140'POWER POLE SOUTH OF AN OFFSET IN THE POWER LINES, 1.2 METERS (4 FT)
 PU2140'SOUTHEAST OF THE NORTHWEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE
 PU2140'AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 PU2140'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PU2140'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PU2140'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PU2140
 PU2140                          STATION RECOVERY (2012)
 PU2140
 PU2140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2140'DESTROYED ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0909 ***********************************************************************
 PT0909  DESIGNATION -  R 432
 PT0909  PID         -  PT0909
 PT0909  STATE/COUNTY-  SD/HAAKON
 PT0909  COUNTRY     -  US
 PT0909  USGS QUAD   -  MIDLAND NW (2017)
 PT0909
 PT0909                         *CURRENT SURVEY CONTROL
 PT0909  ______________________________________________________________________
 PT0909* NAD 83(1986) POSITION- 44 09 06.24   (N) 101 07 49.90   (W)   HD_HELD1
 PT0909* NAVD 88 ORTHO HEIGHT -   657.545 (meters)     2157.30  (feet) ADJUSTED
 PT0909  ______________________________________________________________________
 PT0909  GEOID HEIGHT    -        -22.765 (meters)                     GEOID18
 PT0909  DYNAMIC HEIGHT  -        657.359 (meters)     2156.69  (feet) COMP
 PT0909  MODELED GRAVITY -    980,314.6   (mgal)                       NAVD 88
 PT0909
 PT0909  VERT ORDER      -  FIRST     CLASS II
 PT0909
 PT0909.The horizontal coordinates were determined by differentially corrected
 PT0909.hand held GPS observations or other comparable positioning techniques
 PT0909.and have an estimated accuracy of +/- 3 meters.
 PT0909
 PT0909.The orthometric height was determined by differential leveling and
 PT0909.adjusted by the NATIONAL GEODETIC SURVEY
 PT0909.in June 1991.
 PT0909
 PT0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0909.GEOID18 height accuracy estimate available here.
 PT0909
 PT0909.Click photographs - Photos may exist for this station.
 PT0909
 PT0909.The dynamic height is computed by dividing the NAVD 88
 PT0909.geopotential number by the normal gravity value computed on the
 PT0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0909.degrees latitude (g = 980.6199 gals.).
 PT0909
 PT0909.The modeled gravity was interpolated from observed gravity values.
 PT0909
 PT0909;                    North         East    Units  Estimated Accuracy
 PT0909;SPC SD S     -   202,319.6     536,227.4     MT  (+/- 3 meters HH1 GPS) 
 PT0909
 PT0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2962190932(NAD 83)
 PT0909
 PT0909                          SUPERSEDED SURVEY CONTROL
 PT0909
 PT0909.No superseded survey control is available for this station.
 PT0909
 PT0909_MARKER: I = METAL ROD
 PT0909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0909_STAMPING: R 432 1985
 PT0909_MARK LOGO: NGS
 PT0909_PROJECTION: FLUSH
 PT0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0909+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0909_ROD/PIPE-DEPTH: 4.3 meters
 PT0909
 PT0909  HISTORY     - Date     Condition        Report By
 PT0909  HISTORY     - 1985     MONUMENTED       NGS
 PT0909  HISTORY     - 20120605 GOOD             INDIV
 PT0909
 PT0909                          STATION DESCRIPTION
 PT0909
 PT0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0909'10.3 KM (6.4 MI) NORTH FROM MIDLAND.
 PT0909'10.32 KM (6.41 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM
 PT0909'THEIR JUNCTION AT MIDLAND, IN THE CENTER OF A DOUBLE WOODEN POST BRACE
 PT0909'IN THE RIGHT-OF-WAY FENCE AT THE NORTH END OF A LONG TALL CUT, 0.38 KM
 PT0909'(0.24 MI) SOUTH OF MILEPOST 175, 30.2 METERS (99 FT) WEST OF THE
 PT0909'HIGHWAY CENTERLINE AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY
 PT0909'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0909'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0909'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0909
 PT0909                          STATION RECOVERY (2012)
 PT0909
 PT0909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0953 ***********************************************************************
 PT0953  DESIGNATION -  R 433
 PT0953  PID         -  PT0953
 PT0953  STATE/COUNTY-  SD/ZIEBACH
 PT0953  COUNTRY     -  US
 PT0953  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0953
 PT0953                         *CURRENT SURVEY CONTROL
 PT0953  ______________________________________________________________________
 PT0953* NAD 83(1986) POSITION- 44 44 39.     (N) 101 14 26.     (W)   SCALED
 PT0953* NAVD 88 ORTHO HEIGHT -   604.932 (meters)     1984.68  (feet) ADJUSTED
 PT0953  ______________________________________________________________________
 PT0953  GEOID HEIGHT    -        -21.725 (meters)                     GEOID18
 PT0953  DYNAMIC HEIGHT  -        604.818 (meters)     1984.31  (feet) COMP
 PT0953  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 PT0953
 PT0953  VERT ORDER      -  FIRST     CLASS II
 PT0953
 PT0953.The horizontal coordinates were scaled from a map and have
 PT0953.an estimated accuracy of +/- 6 seconds.
 PT0953
 PT0953.The orthometric height was determined by differential leveling and
 PT0953.adjusted by the NATIONAL GEODETIC SURVEY
 PT0953.in June 1991.
 PT0953
 PT0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0953.GEOID18 height accuracy estimate available here.
 PT0953
 PT0953.Click photographs - Photos may exist for this station.
 PT0953
 PT0953.The dynamic height is computed by dividing the NAVD 88
 PT0953.geopotential number by the normal gravity value computed on the
 PT0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0953.degrees latitude (g = 980.6199 gals.).
 PT0953
 PT0953.The modeled gravity was interpolated from observed gravity values.
 PT0953
 PT0953;                    North         East    Units  Estimated Accuracy
 PT0953;SPC SD N     -   101,970.      501,760.      MT  (+/- 180 meters Scaled)
 PT0953
 PT0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ226569(NAD 83)
 PT0953
 PT0953                          SUPERSEDED SURVEY CONTROL
 PT0953
 PT0953.No superseded survey control is available for this station.
 PT0953
 PT0953_MARKER: I = METAL ROD
 PT0953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0953_STAMPING: R 433 1985
 PT0953_MARK LOGO: NGS
 PT0953_PROJECTION: FLUSH
 PT0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0953+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 PT0953_ROD/PIPE-DEPTH: 7.3 meters
 PT0953
 PT0953  HISTORY     - Date     Condition        Report By
 PT0953  HISTORY     - 1985     MONUMENTED       NGS
 PT0953  HISTORY     - 20110411 GOOD             INDIV
 PT0953
 PT0953                          STATION DESCRIPTION
 PT0953
 PT0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0953'34.4 KM (21.4 MI) SOUTH FROM EAGLE BUTTE.
 PT0953'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0953'STREET AT EAGLE BUTTE, THENCE 30.90 KM (19.20 MI) SOUTH ALONG STATE
 PT0953'HIGHWAY 63, IN THE CENTER OF A 5 POST BRACE IN THE RIGHT-OF-WAY FENCE,
 PT0953'AT A Y JUNCTION IN THE RIGHT-OF-WAY FENCE, 0.67 KM (0.42 MI) NORTH OF
 PT0953'MILEPOST 148, 30.2 METERS (99 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 PT0953'12.5 METERS (41 FT) NORTHWEST OF THE NORTHWEST END OF A WIRE GATE IN
 PT0953'THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTHWEST OF THE
 PT0953'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PT0953'5-INCH LOGO CAP.
 PT0953'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PT0953'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0953
 PT0953                          STATION RECOVERY (2011)
 PT0953
 PT0953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0584 ***********************************************************************
 QS0584  DESIGNATION -  R 434
 QS0584  PID         -  QS0584
 QS0584  STATE/COUNTY-  SD/DEWEY
 QS0584  COUNTRY     -  US
 QS0584  USGS QUAD   -  LANTRY SE (2017)
 QS0584
 QS0584                         *CURRENT SURVEY CONTROL
 QS0584  ______________________________________________________________________
 QS0584* NAD 83(1986) POSITION- 45 00 28.     (N) 101 19 18.     (W)   SCALED
 QS0584* NAVD 88 ORTHO HEIGHT -   725.638 (meters)     2380.70  (feet) ADJUSTED
 QS0584  ______________________________________________________________________
 QS0584  GEOID HEIGHT    -        -21.065 (meters)                     GEOID18
 QS0584  DYNAMIC HEIGHT  -        725.502 (meters)     2380.25  (feet) COMP
 QS0584  MODELED GRAVITY -    980,405.7   (mgal)                       NAVD 88
 QS0584
 QS0584  VERT ORDER      -  FIRST     CLASS II
 QS0584
 QS0584.The horizontal coordinates were scaled from a map and have
 QS0584.an estimated accuracy of +/- 6 seconds.
 QS0584
 QS0584.The orthometric height was determined by differential leveling and
 QS0584.adjusted by the NATIONAL GEODETIC SURVEY
 QS0584.in July 1998.
 QS0584
 QS0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0584.GEOID18 height accuracy estimate available here.
 QS0584
 QS0584.Click photographs - Photos may exist for this station.
 QS0584
 QS0584.The dynamic height is computed by dividing the NAVD 88
 QS0584.geopotential number by the normal gravity value computed on the
 QS0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0584.degrees latitude (g = 980.6199 gals.).
 QS0584
 QS0584.The modeled gravity was interpolated from observed gravity values.
 QS0584
 QS0584;                    North         East    Units  Estimated Accuracy
 QS0584;SPC SD N     -   131,360.      495,820.      MT  (+/- 180 meters Scaled)
 QS0584
 QS0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ170864(NAD 83)
 QS0584
 QS0584                          SUPERSEDED SURVEY CONTROL
 QS0584
 QS0584  NAVD 88 (06/15/91)  725.641  (m)         2380.71   (f) SUPERSEDED  1 2
 QS0584
 QS0584.Superseded values are not recommended for survey control.
 QS0584
 QS0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0584.See file dsdata.pdf to determine how the superseded data were derived.
 QS0584
 QS0584_MARKER: I = METAL ROD
 QS0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0584_STAMPING: R 434 1985
 QS0584_MARK LOGO: NGS
 QS0584_PROJECTION: FLUSH
 QS0584_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0584+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 QS0584_ROD/PIPE-DEPTH: 7.3 meters
 QS0584
 QS0584  HISTORY     - Date     Condition        Report By
 QS0584  HISTORY     - 1985     MONUMENTED       NGS
 QS0584  HISTORY     - 19960425 GOOD             NGS
 QS0584  HISTORY     - 20120711 GOOD             INDIV
 QS0584
 QS0584                          STATION DESCRIPTION
 QS0584
 QS0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0584'6.9 KM (4.3 MI) WEST FROM EAGLE BUTTE.
 QS0584'6.86 KM (4.26 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0584'STREET AT EAGLE BUTTE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 QS0584'GRAVEL SECTION LINE ROAD, 0.13 KM (0.08 MI) WEST OF THE T JUNCTION OF
 QS0584'STATE HIGHWAY 63 LEADING SOUTH, 22.3 METERS (73 FT) SOUTH OF THE
 QS0584'HIGHWAY CENTERLINE, 132.6 METERS (435 FT) WEST OF THE CENTER OF THE
 QS0584'GRAVEL ROAD, 75.6 METERS (248 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 QS0584'A RANCH HOUSE, 1.5 METER (5 FT) EAST OF A POWER POLE AND 1.5 METERS
 QS0584'(5 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 QS0584'IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0584'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0584'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0584
 QS0584                          STATION RECOVERY (1996)
 QS0584
 QS0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0584'6.9 KM (4.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0584'MAIN STREET IN EAGLE BUTTE, 149.0 M (488.8 FT) WEST OF MILEPOST 151,
 QS0584'132.6 M (435.0 FT) WEST OF THE CENTER OF A DIRT ROAD, 22.3 M (73.2 FT)
 QS0584'SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) EAST OF A UTILITY
 QS0584'POLE, 1.5 M (4.9 FT) NORTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL
 QS0584'OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 QS0584'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0584
 QS0584                          STATION RECOVERY (2012)
 QS0584
 QS0584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0713 ***********************************************************************
 OT0713  DESIGNATION -  R 435
 OT0713  PID         -  OT0713
 OT0713  STATE/COUNTY-  SD/PENNINGTON
 OT0713  COUNTRY     -  US
 OT0713  USGS QUAD   -  IMLAY (2017)
 OT0713
 OT0713                         *CURRENT SURVEY CONTROL
 OT0713  ______________________________________________________________________
 OT0713* NAD 83(1986) POSITION- 43 44 05.     (N) 102 27 03.     (W)   SCALED
 OT0713* NAVD 88 ORTHO HEIGHT -   834.531 (meters)     2737.96  (feet) ADJUSTED
 OT0713  ______________________________________________________________________
 OT0713  GEOID HEIGHT    -        -18.465 (meters)                     GEOID18
 OT0713  DYNAMIC HEIGHT  -        834.256 (meters)     2737.05  (feet) COMP
 OT0713  MODELED GRAVITY -    980,261.0   (mgal)                       NAVD 88
 OT0713
 OT0713  VERT ORDER      -  FIRST     CLASS II
 OT0713
 OT0713.The horizontal coordinates were scaled from a map and have
 OT0713.an estimated accuracy of +/- 6 seconds.
 OT0713
 OT0713.The orthometric height was determined by differential leveling and
 OT0713.adjusted by the NATIONAL GEODETIC SURVEY
 OT0713.in June 1991.
 OT0713
 OT0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0713.GEOID18 height accuracy estimate available here.
 OT0713
 OT0713.Click photographs - Photos may exist for this station.
 OT0713
 OT0713.The dynamic height is computed by dividing the NAVD 88
 OT0713.geopotential number by the normal gravity value computed on the
 OT0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0713.degrees latitude (g = 980.6199 gals.).
 OT0713
 OT0713.The modeled gravity was interpolated from observed gravity values.
 OT0713
 OT0713;                    North         East    Units  Estimated Accuracy
 OT0713;SPC SD S     -   157,860.      429,440.      MT  (+/- 180 meters Scaled)
 OT0713
 OT0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ052455(NAD 83)
 OT0713
 OT0713                          SUPERSEDED SURVEY CONTROL
 OT0713
 OT0713.No superseded survey control is available for this station.
 OT0713
 OT0713_MARKER: I = METAL ROD
 OT0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0713_STAMPING: R 435 1985
 OT0713_MARK LOGO: NGS
 OT0713_PROJECTION: FLUSH
 OT0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0713+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OT0713_ROD/PIPE-DEPTH: 3.3 meters
 OT0713
 OT0713  HISTORY     - Date     Condition        Report By
 OT0713  HISTORY     - 1985     MONUMENTED       NGS
 OT0713  HISTORY     - 20120725 GOOD             INDIV
 OT0713
 OT0713                          STATION DESCRIPTION
 OT0713
 OT0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0713'11.5 KM (7.15 MI) SE FROM SCENIC.
 OT0713'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0713'IN SCENIC, THENCE 10.8 KM (6.75 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0713'0.15 KM (0.1 MI) WEST OF A PASS THRU A TALL RIDGE, 30.0 METERS (98.5
 OT0713'FT) SOUTH OF THE HIGHWAY CENTERLINE, 32.1 METERS (105.5 FT) SOUTHWEST
 OT0713'OF MILEPOST 94, 22.7 METERS (74.5 FT) EAST OF THE EAST END OF A WOODEN
 OT0713'RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) NORTH OF THE
 OT0713'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0713'5-INCH LOGO CAP.
 OT0713'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0713'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0713
 OT0713                          STATION RECOVERY (2012)
 OT0713
 OT0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0635 ***********************************************************************
 OS0635  DESIGNATION -  R 436
 OS0635  PID         -  OS0635
 OS0635  STATE/COUNTY-  SD/JACKSON
 OS0635  COUNTRY     -  US
 OS0635  USGS QUAD   -  BELVIDERE (2017)
 OS0635
 OS0635                         *CURRENT SURVEY CONTROL
 OS0635  ______________________________________________________________________
 OS0635* NAD 83(1986) POSITION- 43 50 13.     (N) 101 19 25.     (W)   SCALED
 OS0635* NAVD 88 ORTHO HEIGHT -   717.821 (meters)     2355.05  (feet) ADJUSTED
 OS0635  ______________________________________________________________________
 OS0635  GEOID HEIGHT    -        -22.323 (meters)                     GEOID18
 OS0635  DYNAMIC HEIGHT  -        717.586 (meters)     2354.28  (feet) COMP
 OS0635  MODELED GRAVITY -    980,268.6   (mgal)                       NAVD 88
 OS0635
 OS0635  VERT ORDER      -  FIRST     CLASS II
 OS0635
 OS0635.The horizontal coordinates were scaled from a map and have
 OS0635.an estimated accuracy of +/- 6 seconds.
 OS0635
 OS0635.The orthometric height was determined by differential leveling and
 OS0635.adjusted by the NATIONAL GEODETIC SURVEY
 OS0635.in June 1991.
 OS0635
 OS0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0635.GEOID18 height accuracy estimate available here.
 OS0635
 OS0635.Click photographs - Photos may exist for this station.
 OS0635
 OS0635.The dynamic height is computed by dividing the NAVD 88
 OS0635.geopotential number by the normal gravity value computed on the
 OS0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0635.degrees latitude (g = 980.6199 gals.).
 OS0635
 OS0635.The modeled gravity was interpolated from observed gravity values.
 OS0635
 OS0635;                    North         East    Units  Estimated Accuracy
 OS0635;SPC SD S     -   167,510.      520,370.      MT  (+/- 180 meters Scaled)
 OS0635
 OS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP131563(NAD 83)
 OS0635
 OS0635                          SUPERSEDED SURVEY CONTROL
 OS0635
 OS0635.No superseded survey control is available for this station.
 OS0635
 OS0635_MARKER: I = METAL ROD
 OS0635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0635_STAMPING: R 436 1985
 OS0635_MARK LOGO: NGS
 OS0635_PROJECTION: FLUSH
 OS0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0635+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0635_ROD/PIPE-DEPTH: 6.1 meters
 OS0635
 OS0635  HISTORY     - Date     Condition        Report By
 OS0635  HISTORY     - 1985     MONUMENTED       NGS
 OS0635  HISTORY     - 20130118 GOOD             INDIV
 OS0635
 OS0635                          STATION DESCRIPTION
 OS0635
 OS0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0635'4.9 KM (3.05 MI) WEST FROM BELVIDERE.
 OS0635'0.7 KM (0.45 MI) WEST ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0635'BELVIDERE, THENCE 5.25 KM (2.65 MI) WEST ALONG OLD US HIGHWAY 16, 30.2
 OS0635'METERS (99 FT) NORTH OF THE HIGHWAY CENTERLINE, 39.9 METERS (131 FT)
 OS0635'NORTHWEST OF THE NORTH END OF THE WEST ONE OF TWO 72-INCH CONCRETE
 OS0635'PIPE CULVERTS, 9.3 METERS (30.5 FT) WEST OF A FENCE T JUNCTION, 3.9
 OS0635'METERS (13 FT) WEST OF THE WEST END OF A WIRE GATE AND 0.5 METER (1.5
 OS0635'FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OS0635'HAD THROUGH A 5-INCH LOGO CAP.
 OS0635'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OS0635'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 OS0635
 OS0635                          STATION RECOVERY (2013)
 OS0635
 OS0635'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0635'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0608 ***********************************************************************
 QS0608  DESIGNATION -  R 438
 QS0608  PID         -  QS0608
 QS0608  STATE/COUNTY-  SD/DEWEY
 QS0608  COUNTRY     -  US
 QS0608  USGS QUAD   -  ISABEL SW (2017)
 QS0608
 QS0608                         *CURRENT SURVEY CONTROL
 QS0608  ______________________________________________________________________
 QS0608* NAD 83(1986) POSITION- 45 15 21.     (N) 101 29 10.     (W)   SCALED
 QS0608* NAVD 88 ORTHO HEIGHT -   689.346 (meters)     2261.63  (feet) ADJUSTED
 QS0608  ______________________________________________________________________
 QS0608  GEOID HEIGHT    -        -20.651 (meters)                     GEOID18
 QS0608  DYNAMIC HEIGHT  -        689.229 (meters)     2261.25  (feet) COMP
 QS0608  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 QS0608
 QS0608  VERT ORDER      -  FIRST     CLASS II
 QS0608
 QS0608.The horizontal coordinates were scaled from a map and have
 QS0608.an estimated accuracy of +/- 6 seconds.
 QS0608
 QS0608.The orthometric height was determined by differential leveling and
 QS0608.adjusted by the NATIONAL GEODETIC SURVEY
 QS0608.in June 1991.
 QS0608
 QS0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0608.GEOID18 height accuracy estimate available here.
 QS0608
 QS0608.Click photographs - Photos may exist for this station.
 QS0608
 QS0608.The dynamic height is computed by dividing the NAVD 88
 QS0608.geopotential number by the normal gravity value computed on the
 QS0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0608.degrees latitude (g = 980.6199 gals.).
 QS0608
 QS0608.The modeled gravity was interpolated from observed gravity values.
 QS0608
 QS0608;                    North         East    Units  Estimated Accuracy
 QS0608;SPC SD N     -   159,140.      483,360.      MT  (+/- 180 meters Scaled)
 QS0608
 QS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR049143(NAD 83)
 QS0608
 QS0608                          SUPERSEDED SURVEY CONTROL
 QS0608
 QS0608.No superseded survey control is available for this station.
 QS0608
 QS0608_MARKER: I = METAL ROD
 QS0608_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0608_STAMPING: R 438 1985
 QS0608_MARK LOGO: NGS
 QS0608_PROJECTION: FLUSH
 QS0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0608+STABILITY: POSITION/ELEVATION WELL
 QS0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0608+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 QS0608_ROD/PIPE-DEPTH: 14.0 meters
 QS0608_SLEEVE-DEPTH  : 12.8 meters
 QS0608
 QS0608  HISTORY     - Date     Condition        Report By
 QS0608  HISTORY     - 1985     MONUMENTED       NGS
 QS0608  HISTORY     - 20120801 GOOD             INDIV
 QS0608
 QS0608                          STATION DESCRIPTION
 QS0608
 QS0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0608'19.7 KM (12.25 MI) SOUTH FROM ISABEL.
 QS0608'19.65 KM (12.21 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0608'AT ISABEL, IN THE NORTHEAST CORNER OF THE JUNCTION OF A GRAVEL DRIVE
 QS0608'LEADING EAST TO A LARGE METAL BUILDING AND WEST TO THE RANCH HOUSE OF
 QS0608'MR. RON HEPPERT, 0.22 KM (0.14 MI) SOUTH OF MILEPOST 181, 39.8 METERS
 QS0608'(130.5 FT) EAST OF THE HIGHWAY CENTERLINE, 34.7 METERS (114 FT) NORTH
 QS0608'OF THE CENTER OF THE DRIVE AND 1.5 METERS (5 FT) NORTH OF THE
 QS0608'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE BUILDING.
 QS0608'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0608'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0608
 QS0608                          STATION RECOVERY (2012)
 QS0608
 QS0608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0064 ***********************************************************************
 PS0064  DESIGNATION -  R 44
 PS0064  PID         -  PS0064
 PS0064  STATE/COUNTY-  SD/SANBORN
 PS0064  COUNTRY     -  US
 PS0064  USGS QUAD   -  WOONSOCKET (2017)
 PS0064
 PS0064                         *CURRENT SURVEY CONTROL
 PS0064  ______________________________________________________________________
 PS0064* NAD 83(1986) POSITION- 44 01 30.     (N) 098 15 21.     (W)   SCALED
 PS0064* NAVD 88 ORTHO HEIGHT -   397.640 (meters)     1304.59  (feet) ADJUSTED
 PS0064  ______________________________________________________________________
 PS0064  GEOID HEIGHT    -        -25.554 (meters)                     GEOID18
 PS0064  DYNAMIC HEIGHT  -        397.558 (meters)     1304.32  (feet) COMP
 PS0064  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 PS0064
 PS0064  VERT ORDER      -  FIRST     CLASS II
 PS0064
 PS0064.The horizontal coordinates were scaled from a map and have
 PS0064.an estimated accuracy of +/- 6 seconds.
 PS0064
 PS0064.The orthometric height was determined by differential leveling and
 PS0064.adjusted by the NATIONAL GEODETIC SURVEY
 PS0064.in June 1991.
 PS0064
 PS0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0064.GEOID18 height accuracy estimate available here.
 PS0064
 PS0064.Click photographs - Photos may exist for this station.
 PS0064
 PS0064.The dynamic height is computed by dividing the NAVD 88
 PS0064.geopotential number by the normal gravity value computed on the
 PS0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0064.degrees latitude (g = 980.6199 gals.).
 PS0064
 PS0064.The modeled gravity was interpolated from observed gravity values.
 PS0064
 PS0064;                    North         East    Units  Estimated Accuracy
 PS0064;SPC SD S     -   190,020.      766,530.      MT  (+/- 180 meters Scaled)
 PS0064
 PS0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP596749(NAD 83)
 PS0064
 PS0064                          SUPERSEDED SURVEY CONTROL
 PS0064
 PS0064  NGVD 29 (??/??/92)  397.345  (m)         1303.62   (f) ADJ UNCH    1 2
 PS0064
 PS0064.Superseded values are not recommended for survey control.
 PS0064
 PS0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0064.See file dsdata.pdf to determine how the superseded data were derived.
 PS0064
 PS0064_MARKER: DB = BENCH MARK DISK
 PS0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0064_STAMPING: R 44 1934
 PS0064_MARK LOGO: CGS
 PS0064_PROJECTION: FLUSH
 PS0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0064+STABILITY: SURFACE MOTION
 PS0064
 PS0064  HISTORY     - Date     Condition        Report By
 PS0064  HISTORY     - 1934     MONUMENTED       CGS
 PS0064  HISTORY     - 19950101 GOOD             SDDENR
 PS0064  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0064
 PS0064                          STATION DESCRIPTION
 PS0064
 PS0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0064'2.3 MI S FROM WOONSOCKET.
 PS0064'ABOUT 2.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0064'AND PACIFIC RAILROAD FROM THE MUNICIPAL BUILDING AT WOONSOCKET,
 PS0064'SANBORN COUNTY, ABOUT 4 POLES SOUTH OF MILEPOST 236, AT A ROAD
 PS0064'CROSSING, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 43 FEET
 PS0064'EAST OF THE CENTER LINE OF THE TRACK, AND 3 FEET WEST OF A POLE.
 PS0064'A STANDARD DISK, STAMPED R 44 1934 AND SET IN THE TOP OF A
 PS0064'CONCRETE POST.
 PS0064
 PS0064                          STATION RECOVERY (1995)
 PS0064
 PS0064'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0064'FOUND IN FAIR CONDITION.  TWO CORNERS OF MONUMENT HAVE BEEN CHIPPED,
 PS0064'BUT IT STILL APPEARS TO BE SOLID AND IS NOT LEANING.
 PS0064
 PS0064                          STATION RECOVERY (2012)
 PS0064
 PS0064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0963 ***********************************************************************
 OQ0963  DESIGNATION -  R 447
 OQ0963  PID         -  OQ0963
 OQ0963  STATE/COUNTY-  SD/LINCOLN
 OQ0963  COUNTRY     -  US
 OQ0963  USGS QUAD   -  BERESFORD NE (2017)
 OQ0963
 OQ0963                         *CURRENT SURVEY CONTROL
 OQ0963  ______________________________________________________________________
 OQ0963* NAD 83(1986) POSITION- 43 11 07.     (N) 096 47 43.     (W)   SCALED
 OQ0963* NAVD 88 ORTHO HEIGHT -   414.028 (meters)     1358.36  (feet) ADJUSTED
 OQ0963  ______________________________________________________________________
 OQ0963  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 OQ0963  DYNAMIC HEIGHT  -        413.906 (meters)     1357.96  (feet) COMP
 OQ0963  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 OQ0963
 OQ0963  VERT ORDER      -  FIRST     CLASS II
 OQ0963
 OQ0963.The horizontal coordinates were scaled from a map and have
 OQ0963.an estimated accuracy of +/- 6 seconds.
 OQ0963
 OQ0963.The orthometric height was determined by differential leveling and
 OQ0963.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0963.in June 1991.
 OQ0963
 OQ0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0963.GEOID18 height accuracy estimate available here.
 OQ0963
 OQ0963.Click photographs - Photos may exist for this station.
 OQ0963
 OQ0963.The dynamic height is computed by dividing the NAVD 88
 OQ0963.geopotential number by the normal gravity value computed on the
 OQ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0963.degrees latitude (g = 980.6199 gals.).
 OQ0963
 OQ0963.The modeled gravity was interpolated from observed gravity values.
 OQ0963
 OQ0963;                    North         East    Units  Estimated Accuracy
 OQ0963;SPC SD S     -   100,770.      887,520.      MT  (+/- 180 meters Scaled)
 OQ0963
 OQ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN791837(NAD 83)
 OQ0963
 OQ0963                          SUPERSEDED SURVEY CONTROL
 OQ0963
 OQ0963.No superseded survey control is available for this station.
 OQ0963
 OQ0963_MARKER: I = METAL ROD
 OQ0963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0963_STAMPING: R 447 1990
 OQ0963_MARK LOGO: NGS
 OQ0963_PROJECTION: PROJECTING 14 CENTIMETERS
 OQ0963_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0963+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 OQ0963_ROD/PIPE-DEPTH: 7.9 meters
 OQ0963_SLEEVE-DEPTH  : 0.9 meters
 OQ0963
 OQ0963  HISTORY     - Date     Condition        Report By
 OQ0963  HISTORY     - 1990     MONUMENTED       NGS
 OQ0963  HISTORY     - 20120301 GOOD             INDIV
 OQ0963
 OQ0963                          STATION DESCRIPTION
 OQ0963
 OQ0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0963'11.3 KM (7.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0963'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.5 KM (0.3 MI) NORTH OF
 OQ0963'MILEPOST 54, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF THE
 OQ0963'NORTHBOUND LANES OF THE HIGHWAY, 26.5 M (86.9 FT) NORTH OF A T-FENCE
 OQ0963'CORNER AND A POWER LINE CROSSING, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 OQ0963'THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF THE MOST NORTHERLY 1 OF 5 FENCE
 OQ0963'BRACE POSTS, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ0963'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ0963'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0963
 OQ0963                          STATION RECOVERY (2012)
 OQ0963
 OQ0963'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1031 ***********************************************************************
 OQ1031  DESIGNATION -  R 448
 OQ1031  PID         -  OQ1031
 OQ1031  STATE/COUNTY-  SD/MINNEHAHA
 OQ1031  COUNTRY     -  US
 OQ1031  USGS QUAD   -  CROOKS (2017)
 OQ1031
 OQ1031                         *CURRENT SURVEY CONTROL
 OQ1031  ______________________________________________________________________
 OQ1031* NAD 83(1986) POSITION- 43 43 59.     (N) 096 46 51.     (W)   SCALED
 OQ1031* NAVD 88 ORTHO HEIGHT -   478.317 (meters)     1569.28  (feet) ADJUSTED
 OQ1031  ______________________________________________________________________
 OQ1031  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 OQ1031  DYNAMIC HEIGHT  -        478.200 (meters)     1568.89  (feet) COMP
 OQ1031  MODELED GRAVITY -    980,361.2   (mgal)                       NAVD 88
 OQ1031
 OQ1031  VERT ORDER      -  FIRST     CLASS II
 OQ1031
 OQ1031.The horizontal coordinates were scaled from a map and have
 OQ1031.an estimated accuracy of +/- 6 seconds.
 OQ1031
 OQ1031.The orthometric height was determined by differential leveling and
 OQ1031.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1031.in September 1993.
 OQ1031
 OQ1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1031.GEOID18 height accuracy estimate available here.
 OQ1031
 OQ1031.Click photographs - Photos may exist for this station.
 OQ1031
 OQ1031.The dynamic height is computed by dividing the NAVD 88
 OQ1031.geopotential number by the normal gravity value computed on the
 OQ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1031.degrees latitude (g = 980.6199 gals.).
 OQ1031
 OQ1031.The modeled gravity was interpolated from observed gravity values.
 OQ1031
 OQ1031;                    North         East    Units  Estimated Accuracy
 OQ1031;SPC SD S     -   161,620.      886,090.      MT  (+/- 180 meters Scaled)
 OQ1031
 OQ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP787446(NAD 83)
 OQ1031
 OQ1031                          SUPERSEDED SURVEY CONTROL
 OQ1031
 OQ1031.No superseded survey control is available for this station.
 OQ1031
 OQ1031_MARKER: I = METAL ROD
 OQ1031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1031_STAMPING: R 448 1990
 OQ1031_MARK LOGO: NGS
 OQ1031_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ1031_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1031+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1031_ROD/PIPE-DEPTH: 15.2 meters
 OQ1031_SLEEVE-DEPTH  : 12.2 meters
 OQ1031
 OQ1031  HISTORY     - Date     Condition        Report By
 OQ1031  HISTORY     - 1990     MONUMENTED       NGS
 OQ1031  HISTORY     - 19910619 GOOD             NGS
 OQ1031  HISTORY     - 20110303 POOR             INDIV
 OQ1031
 OQ1031                          STATION DESCRIPTION
 OQ1031
 OQ1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1031'21.4 KM (13.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1031'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.95 KM (0.59 MI) NORTH OF
 OQ1031'MILEPOST 92, 39.8 M (130.6 FT) NORTHEAST OF THE NORTH END OF A CABLE
 OQ1031'GUARDRAIL, 31.0 M (101.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 OQ1031'LANES OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OQ1031'0.8 M (2.6 FT) NORTHWEST OF THE MOST NORTHERLY 1 OF 3 FENCE BRACE
 OQ1031'POSTS, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1031'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1031'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1031
 OQ1031                          STATION RECOVERY (1991)
 OQ1031
 OQ1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1031'21.4 KM (13.3 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1031'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.95 KM (0.59 MI) NORTH OF
 OQ1031'MILEPOST 92, 39.8 M (130.6 FT) NORTHEAST OF THE NORTH END OF A CABLE
 OQ1031'GUARDRAIL, 31.0 M (101.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 OQ1031'LANES OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OQ1031'0.8 M (2.6 FT) NORTHWEST OF THE MOST NORTHERLY 1 OF 3 FENCE BRACE
 OQ1031'POSTS, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ1031'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1031'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1031
 OQ1031                          STATION RECOVERY (2011)
 OQ1031
 OQ1031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1031'COMPLETELY DESTROYED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0214 ***********************************************************************
 PS0214  DESIGNATION -  R 45
 PS0214  PID         -  PS0214
 PS0214  STATE/COUNTY-  SD/BEADLE
 PS0214  COUNTRY     -  US
 PS0214  USGS QUAD   -  TULARE SE (2017)
 PS0214
 PS0214                         *CURRENT SURVEY CONTROL
 PS0214  ______________________________________________________________________
 PS0214* NAD 83(1986) POSITION- 44 32 46.     (N) 098 30 10.     (W)   SCALED
 PS0214* NAVD 88 ORTHO HEIGHT -   411.153 (meters)     1348.92  (feet) ADJUSTED
 PS0214  ______________________________________________________________________
 PS0214  GEOID HEIGHT    -        -24.774 (meters)                     GEOID18
 PS0214  DYNAMIC HEIGHT  -        411.087 (meters)     1348.71  (feet) COMP
 PS0214  MODELED GRAVITY -    980,445.7   (mgal)                       NAVD 88
 PS0214
 PS0214  VERT ORDER      -  FIRST     CLASS II
 PS0214
 PS0214.The horizontal coordinates were scaled from a map and have
 PS0214.an estimated accuracy of +/- 6 seconds.
 PS0214
 PS0214.The orthometric height was determined by differential leveling and
 PS0214.adjusted by the NATIONAL GEODETIC SURVEY
 PS0214.in June 1991.
 PS0214
 PS0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0214.GEOID18 height accuracy estimate available here.
 PS0214
 PS0214.Click photographs - Photos may exist for this station.
 PS0214
 PS0214.The dynamic height is computed by dividing the NAVD 88
 PS0214.geopotential number by the normal gravity value computed on the
 PS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0214.degrees latitude (g = 980.6199 gals.).
 PS0214
 PS0214.The modeled gravity was interpolated from observed gravity values.
 PS0214
 PS0214;                    North         East    Units  Estimated Accuracy
 PS0214;SPC SD N     -    80,310.      718,970.      MT  (+/- 180 meters Scaled)
 PS0214
 PS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ394326(NAD 83)
 PS0214
 PS0214                          SUPERSEDED SURVEY CONTROL
 PS0214
 PS0214  NGVD 29 (??/??/92)  410.849  (m)         1347.93   (f) ADJ UNCH    1 2
 PS0214
 PS0214.Superseded values are not recommended for survey control.
 PS0214
 PS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0214.See file dsdata.pdf to determine how the superseded data were derived.
 PS0214
 PS0214_MARKER: DB = BENCH MARK DISK
 PS0214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0214_SP_SET: CULVERT HEADWALL
 PS0214_STAMPING: R 45 1934
 PS0214_MARK LOGO: CGS
 PS0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0214+STABILITY: SURFACE MOTION
 PS0214
 PS0214  HISTORY     - Date     Condition        Report By
 PS0214  HISTORY     - 1934     MONUMENTED       CGS
 PS0214  HISTORY     - 1967     MARK NOT FOUND   USGS
 PS0214
 PS0214                          STATION DESCRIPTION
 PS0214
 PS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0214'2.5 MI S FROM BONILLA.
 PS0214'2-1/2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0214'PACIFIC RAILROAD FROM THE STATION AT BONILLA, BEADLE COUNTY,
 PS0214'ABOUT 16 POLES SOUTH OF MILEPOST 65, AT A ROAD CROSSING, 60 FEET
 PS0214'EAST OF THE CENTER LINE OF THE TRACK, AT A ROAD CULVERT, IN
 PS0214'THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL, AND 20
 PS0214'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 PS0214'STAMPED R 45 1934.
 PS0214
 PS0214                          STATION RECOVERY (1967)
 PS0214
 PS0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PS0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1963 ***********************************************************************
 NM1963  DESIGNATION -  R 450
 NM1963  PID         -  NM1963
 NM1963  STATE/COUNTY-  SD/UNION
 NM1963  COUNTRY     -  US
 NM1963  USGS QUAD   -  RICHLAND (2017)
 NM1963
 NM1963                         *CURRENT SURVEY CONTROL
 NM1963  ______________________________________________________________________
 NM1963* NAD 83(1986) POSITION- 42 45 02.     (N) 096 44 53.     (W)   SCALED
 NM1963* NAVD 88 ORTHO HEIGHT -   343.403 (meters)     1126.65  (feet) ADJUSTED
 NM1963  ______________________________________________________________________
 NM1963  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 NM1963  DYNAMIC HEIGHT  -        343.306 (meters)     1126.33  (feet) COMP
 NM1963  MODELED GRAVITY -    980,328.8   (mgal)                       NAVD 88
 NM1963
 NM1963  VERT ORDER      -  FIRST     CLASS II
 NM1963
 NM1963.The horizontal coordinates were scaled from a map and have
 NM1963.an estimated accuracy of +/- 6 seconds.
 NM1963
 NM1963.The orthometric height was determined by differential leveling and
 NM1963.adjusted by the NATIONAL GEODETIC SURVEY
 NM1963.in June 1991.
 NM1963
 NM1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1963.GEOID18 height accuracy estimate available here.
 NM1963
 NM1963.Click photographs - Photos may exist for this station.
 NM1963
 NM1963.The dynamic height is computed by dividing the NAVD 88
 NM1963.geopotential number by the normal gravity value computed on the
 NM1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1963.degrees latitude (g = 980.6199 gals.).
 NM1963
 NM1963.The modeled gravity was interpolated from observed gravity values.
 NM1963
 NM1963;                    North         East    Units  Estimated Accuracy
 NM1963;SPC SD S     -    52,690.      893,440.      MT  (+/- 180 meters Scaled)
 NM1963
 NM1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN842355(NAD 83)
 NM1963
 NM1963                          SUPERSEDED SURVEY CONTROL
 NM1963
 NM1963.No superseded survey control is available for this station.
 NM1963
 NM1963_MARKER: I = METAL ROD
 NM1963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1963_STAMPING: R 450 1990
 NM1963_MARK LOGO: NGS
 NM1963_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1963_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1963+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1963_ROD/PIPE-DEPTH: 14.0 meters
 NM1963_SLEEVE-DEPTH  : 0.9 meters
 NM1963
 NM1963  HISTORY     - Date     Condition        Report By
 NM1963  HISTORY     - 1990     MONUMENTED       NGS
 NM1963  HISTORY     - 20120402 GOOD             INDIV
 NM1963
 NM1963                          STATION DESCRIPTION
 NM1963
 NM1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1963'5.4 KM (3.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1963'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.65 KM (0.40 MI)
 NM1963'NORTH OF MILEPOST 23, 32.2 M (105.6 FT) NORTHEAST OF THE CENTERLINE
 NM1963'OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF THE
 NM1963'MOST NORTHWESTERLY 1 OF 2 FENCE BRACE POSTS, 0.6 M (2.0 FT) BELOW THE
 NM1963'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST
 NM1963'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1963'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 NM1963'MONUMENT.
 NM1963
 NM1963                          STATION RECOVERY (2012)
 NM1963
 NM1963'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1038 ***********************************************************************
 PR1038  DESIGNATION -  R 451
 PR1038  PID         -  PR1038
 PR1038  STATE/COUNTY-  SD/BROOKINGS
 PR1038  COUNTRY     -  US
 PR1038  USGS QUAD   -  BROOKINGS (2017)
 PR1038
 PR1038                         *CURRENT SURVEY CONTROL
 PR1038  ______________________________________________________________________
 PR1038* NAD 83(1986) POSITION- 44 15 13.     (N) 096 45 26.     (W)   SCALED
 PR1038* NAVD 88 ORTHO HEIGHT -   486.889 (meters)     1597.40  (feet) ADJUSTED
 PR1038  ______________________________________________________________________
 PR1038  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 PR1038  DYNAMIC HEIGHT  -        486.793 (meters)     1597.09  (feet) COMP
 PR1038  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 PR1038
 PR1038  VERT ORDER      -  FIRST     CLASS II
 PR1038
 PR1038.The horizontal coordinates were scaled from a map and have
 PR1038.an estimated accuracy of +/- 6 seconds.
 PR1038
 PR1038.The orthometric height was determined by differential leveling and
 PR1038.adjusted by the NATIONAL GEODETIC SURVEY
 PR1038.in October 1997.
 PR1038
 PR1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1038.GEOID18 height accuracy estimate available here.
 PR1038
 PR1038.Click photographs - Photos may exist for this station.
 PR1038
 PR1038.The dynamic height is computed by dividing the NAVD 88
 PR1038.geopotential number by the normal gravity value computed on the
 PR1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1038.degrees latitude (g = 980.6199 gals.).
 PR1038
 PR1038.The modeled gravity was interpolated from observed gravity values.
 PR1038
 PR1038;                    North         East    Units  Estimated Accuracy
 PR1038;SPC SD N     -    51,890.      858,920.      MT  (+/- 180 meters Scaled)
 PR1038
 PR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ790024(NAD 83)
 PR1038
 PR1038                          SUPERSEDED SURVEY CONTROL
 PR1038
 PR1038  NAVD 88 (06/15/91)  486.911  (m)         1597.47   (f) SUPERSEDED  1 2
 PR1038
 PR1038.Superseded values are not recommended for survey control.
 PR1038
 PR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1038.See file dsdata.pdf to determine how the superseded data were derived.
 PR1038
 PR1038_MARKER: I = METAL ROD
 PR1038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1038_STAMPING: R 451 1990
 PR1038_MARK LOGO: NGS
 PR1038_PROJECTION: FLUSH
 PR1038_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1038+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PR1038_ROD/PIPE-DEPTH: 21.3 meters
 PR1038_SLEEVE-DEPTH  : 0.9 meters
 PR1038
 PR1038  HISTORY     - Date     Condition        Report By
 PR1038  HISTORY     - 1990     MONUMENTED       NGS
 PR1038
 PR1038                          STATION DESCRIPTION
 PR1038
 PR1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1038'6.4 KM (4.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1038'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 1.4 KM (0.9 MI) NORTH OF
 PR1038'MILEPOST 128, 31.0 M (101.7 FT) EAST OF THE CENTERLINE OF THE
 PR1038'NORTHBOUND LANES OF THE HIGHWAY, 19.2 M (63.0 FT) NORTH OF THE
 PR1038'EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 9.5 M (31.2 FT)
 PR1038'NORTH OF A T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PR1038'HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE.
 PR1038'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PR1038'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1118 ***********************************************************************
 OQ1118  DESIGNATION -  R 452
 OQ1118  PID         -  OQ1118
 OQ1118  STATE/COUNTY-  SD/MINNEHAHA
 OQ1118  COUNTRY     -  US
 OQ1118  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1118
 OQ1118                         *CURRENT SURVEY CONTROL
 OQ1118  ______________________________________________________________________
 OQ1118* NAD 83(1986) POSITION- 43 36 31.     (N) 096 56 16.     (W)   SCALED
 OQ1118* NAVD 88 ORTHO HEIGHT -   487.352 (meters)     1598.92  (feet) ADJUSTED
 OQ1118  ______________________________________________________________________
 OQ1118  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 OQ1118  DYNAMIC HEIGHT  -        487.220 (meters)     1598.49  (feet) COMP
 OQ1118  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 OQ1118
 OQ1118  VERT ORDER      -  FIRST     CLASS II
 OQ1118
 OQ1118.The horizontal coordinates were scaled from a map and have
 OQ1118.an estimated accuracy of +/- 6 seconds.
 OQ1118
 OQ1118.The orthometric height was determined by differential leveling and
 OQ1118.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1118.in September 1993.
 OQ1118
 OQ1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1118.GEOID18 height accuracy estimate available here.
 OQ1118
 OQ1118.Click photographs - Photos may exist for this station.
 OQ1118
 OQ1118.The dynamic height is computed by dividing the NAVD 88
 OQ1118.geopotential number by the normal gravity value computed on the
 OQ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1118.degrees latitude (g = 980.6199 gals.).
 OQ1118
 OQ1118.The modeled gravity was interpolated from observed gravity values.
 OQ1118
 OQ1118;                    North         East    Units  Estimated Accuracy
 OQ1118;SPC SD S     -   147,270.      874,030.      MT  (+/- 180 meters Scaled)
 OQ1118
 OQ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP664304(NAD 83)
 OQ1118
 OQ1118                          SUPERSEDED SURVEY CONTROL
 OQ1118
 OQ1118.No superseded survey control is available for this station.
 OQ1118
 OQ1118_MARKER: I = METAL ROD
 OQ1118_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1118_STAMPING: R 452 1991
 OQ1118_MARK LOGO: NGS
 OQ1118_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1118_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1118+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 OQ1118_ROD/PIPE-DEPTH: 6.9 meters
 OQ1118_SLEEVE-DEPTH  : 0.9 meters
 OQ1118
 OQ1118  HISTORY     - Date     Condition        Report By
 OQ1118  HISTORY     - 1991     MONUMENTED       NGS
 OQ1118  HISTORY     - 20110322 GOOD             INDIV
 OQ1118
 OQ1118                          STATION DESCRIPTION
 OQ1118
 OQ1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1118'13.7 KM (8.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1118'JUNCTION OF INTERSTATE HIGHWAY 29 AT THE NORTHWEST EDGE OF SIOUX
 OQ1118'FALLS, 0.1 KM (0.1 MI) EAST OF MILEPOST 388, 32.3 M (106.0 FT) SOUTH
 OQ1118'OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OQ1118'HIGHWAY, 1.0 M (3.3 FT) WEST OF A BRACED FENCE POST, AND 0.3 M (1.0
 OQ1118'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1118'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1118'THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1118
 OQ1118                          STATION RECOVERY (2011)
 OQ1118
 OQ1118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0968 ***********************************************************************
 OR0968  DESIGNATION -  R 453
 OR0968  PID         -  OR0968
 OR0968  STATE/COUNTY-  SD/DAVISON
 OR0968  COUNTRY     -  US
 OR0968  USGS QUAD   -  MITCHELL (2017)
 OR0968
 OR0968                         *CURRENT SURVEY CONTROL
 OR0968  ______________________________________________________________________
 OR0968* NAD 83(1986) POSITION- 43 41 56.     (N) 098 01 07.     (W)   SCALED
 OR0968* NAVD 88 ORTHO HEIGHT -   397.985 (meters)     1305.72  (feet) ADJUSTED
 OR0968  ______________________________________________________________________
 OR0968  GEOID HEIGHT    -        -26.168 (meters)                     GEOID18
 OR0968  DYNAMIC HEIGHT  -        397.886 (meters)     1305.40  (feet) COMP
 OR0968  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 OR0968
 OR0968  VERT ORDER      -  FIRST     CLASS II
 OR0968
 OR0968.The horizontal coordinates were scaled from a map and have
 OR0968.an estimated accuracy of +/- 6 seconds.
 OR0968
 OR0968.The orthometric height was determined by differential leveling and
 OR0968.adjusted by the NATIONAL GEODETIC SURVEY
 OR0968.in September 1993.
 OR0968
 OR0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0968.GEOID18 height accuracy estimate available here.
 OR0968
 OR0968.Click photographs - Photos may exist for this station.
 OR0968
 OR0968.The dynamic height is computed by dividing the NAVD 88
 OR0968.geopotential number by the normal gravity value computed on the
 OR0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0968.degrees latitude (g = 980.6199 gals.).
 OR0968
 OR0968.The modeled gravity was interpolated from observed gravity values.
 OR0968
 OR0968;                    North         East    Units  Estimated Accuracy
 OR0968;SPC SD S     -   154,300.      786,550.      MT  (+/- 180 meters Scaled)
 OR0968
 OR0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP790388(NAD 83)
 OR0968
 OR0968                          SUPERSEDED SURVEY CONTROL
 OR0968
 OR0968.No superseded survey control is available for this station.
 OR0968
 OR0968_MARKER: I = METAL ROD
 OR0968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0968_STAMPING: R 453 1991
 OR0968_MARK LOGO: NGS
 OR0968_PROJECTION: FLUSH
 OR0968_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0968+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OR0968_ROD/PIPE-DEPTH: 8.4 meters
 OR0968_SLEEVE-DEPTH  : 0.9 meters
 OR0968
 OR0968  HISTORY     - Date     Condition        Report By
 OR0968  HISTORY     - 1991     MONUMENTED       NGS
 OR0968
 OR0968                          STATION DESCRIPTION
 OR0968
 OR0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0968'1.0 KM (0.6 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 OR0968'INTERSTATE HIGHWAY 90 IN MITCHELL, 44.8 M (147.0 FT) WEST OF THE
 OR0968'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 24.7 M (81.0 FT) NORTH
 OR0968'OF THE NORTHEAST CORNER OF ALLENS RESTAURANT, 11.6 M (38.1 FT) EAST
 OR0968'OF A UTILITY LIGHT POLE, 8.7 M (28.5 FT) SOUTH OF THE CENTER OF BURR
 OR0968'STREET, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OR0968'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR0968'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1012 ***********************************************************************
 OR1012  DESIGNATION -  R 454
 OR1012  PID         -  OR1012
 OR1012  STATE/COUNTY-  SD/BRULE
 OR1012  COUNTRY     -  US
 OR1012  USGS QUAD   -  PLATTE LAKE (2017)
 OR1012
 OR1012                         *CURRENT SURVEY CONTROL
 OR1012  ______________________________________________________________________
 OR1012* NAD 83(1986) POSITION- 43 44 15.     (N) 098 49 50.     (W)   SCALED
 OR1012* NAVD 88 ORTHO HEIGHT -   506.846 (meters)     1662.88  (feet) ADJUSTED
 OR1012  ______________________________________________________________________
 OR1012  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OR1012  DYNAMIC HEIGHT  -        506.708 (meters)     1662.42  (feet) COMP
 OR1012  MODELED GRAVITY -    980,331.0   (mgal)                       NAVD 88
 OR1012
 OR1012  VERT ORDER      -  FIRST     CLASS II
 OR1012
 OR1012.The horizontal coordinates were scaled from a map and have
 OR1012.an estimated accuracy of +/- 6 seconds.
 OR1012
 OR1012.The orthometric height was determined by differential leveling and
 OR1012.adjusted by the NATIONAL GEODETIC SURVEY
 OR1012.in September 1993.
 OR1012
 OR1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1012.GEOID18 height accuracy estimate available here.
 OR1012
 OR1012.Click photographs - Photos may exist for this station.
 OR1012
 OR1012.The dynamic height is computed by dividing the NAVD 88
 OR1012.geopotential number by the normal gravity value computed on the
 OR1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1012.degrees latitude (g = 980.6199 gals.).
 OR1012
 OR1012.The modeled gravity was interpolated from observed gravity values.
 OR1012
 OR1012;                    North         East    Units  Estimated Accuracy
 OR1012;SPC SD S     -   157,090.      721,050.      MT  (+/- 180 meters Scaled)
 OR1012
 OR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP136427(NAD 83)
 OR1012
 OR1012                          SUPERSEDED SURVEY CONTROL
 OR1012
 OR1012.No superseded survey control is available for this station.
 OR1012
 OR1012_MARKER: I = METAL ROD
 OR1012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1012_STAMPING: R 454 1991
 OR1012_MARK LOGO: NGS
 OR1012_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1012_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1012+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1012_ROD/PIPE-DEPTH: 6.4 meters
 OR1012_SLEEVE-DEPTH  : 0.9 meters
 OR1012
 OR1012  HISTORY     - Date     Condition        Report By
 OR1012  HISTORY     - 1990     MONUMENTED       NGS
 OR1012  HISTORY     - 20120312 GOOD             INDIV
 OR1012
 OR1012                          STATION DESCRIPTION
 OR1012
 OR1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1012'10.4 KM (6.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1012'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, 0.8 KM (0.5 MI) EAST OF MILE
 OR1012'POST 290, 31.4 M (103.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 OR1012'THE EASTBOUND LANES OF THE HIGHWAY, 26.0 M (85.3 FT) SOUTHEAST OF THE
 OR1012'SOUTH END OF A CULVERT, 14.8 M (48.6 FT) WEST OF A BRACED FENCE POST,
 OR1012'AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 OR1012'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 OR1012'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1012
 OR1012                          STATION RECOVERY (2012)
 OR1012
 OR1012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1026 ***********************************************************************
 OR1026  DESIGNATION -  R 455
 OR1026  PID         -  OR1026
 OR1026  STATE/COUNTY-  SD/BRULE
 OR1026  COUNTRY     -  US
 OR1026  USGS QUAD   -  PUKWANA (2017)
 OR1026
 OR1026                         *CURRENT SURVEY CONTROL
 OR1026  ______________________________________________________________________
 OR1026* NAD 83(1986) POSITION- 43 45 06.     (N) 099 09 22.     (W)   SCALED
 OR1026* NAVD 88 ORTHO HEIGHT -   493.533 (meters)     1619.20  (feet) ADJUSTED
 OR1026  ______________________________________________________________________
 OR1026  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 OR1026  DYNAMIC HEIGHT  -        493.400 (meters)     1618.76  (feet) COMP
 OR1026  MODELED GRAVITY -    980,334.7   (mgal)                       NAVD 88
 OR1026
 OR1026  VERT ORDER      -  FIRST     CLASS II
 OR1026
 OR1026.The horizontal coordinates were scaled from a map and have
 OR1026.an estimated accuracy of +/- 6 seconds.
 OR1026
 OR1026.The orthometric height was determined by differential leveling and
 OR1026.adjusted by the NATIONAL GEODETIC SURVEY
 OR1026.in September 1993.
 OR1026
 OR1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1026.GEOID18 height accuracy estimate available here.
 OR1026
 OR1026.Click photographs - Photos may exist for this station.
 OR1026
 OR1026.The dynamic height is computed by dividing the NAVD 88
 OR1026.geopotential number by the normal gravity value computed on the
 OR1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1026.degrees latitude (g = 980.6199 gals.).
 OR1026
 OR1026.The modeled gravity was interpolated from observed gravity values.
 OR1026
 OR1026;                    North         East    Units  Estimated Accuracy
 OR1026;SPC SD S     -   158,240.      694,800.      MT  (+/- 180 meters Scaled)
 OR1026
 OR1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP874443(NAD 83)
 OR1026
 OR1026                          SUPERSEDED SURVEY CONTROL
 OR1026
 OR1026.No superseded survey control is available for this station.
 OR1026
 OR1026_MARKER: I = METAL ROD
 OR1026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1026_STAMPING: R 455 1991
 OR1026_MARK LOGO: NGS
 OR1026_PROJECTION: FLUSH
 OR1026_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1026+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 OR1026_ROD/PIPE-DEPTH: 5.5 meters
 OR1026_SLEEVE-DEPTH  : 0.9 meters
 OR1026
 OR1026  HISTORY     - Date     Condition        Report By
 OR1026  HISTORY     - 1991     MONUMENTED       NGS
 OR1026  HISTORY     - 20120308 GOOD             INDIV
 OR1026
 OR1026                          STATION DESCRIPTION
 OR1026
 OR1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1026'17.0 KM (10.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1026'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, 62.5 M (205.1 FT)
 OR1026'SOUTHWEST OF MILEPOST 274, 35.3 M (115.8 FT) SOUTH OF THE CENTERLINE
 OR1026'OF THE EASTBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT) EAST OF A
 OR1026'BRACED FENCE POST, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 OR1026'0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OR1026'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OR1026'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1026
 OR1026                          STATION RECOVERY (2012)
 OR1026
 OR1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0860 ***********************************************************************
 OS0860  DESIGNATION -  R 457
 OS0860  PID         -  OS0860
 OS0860  STATE/COUNTY-  SD/JONES
 OS0860  COUNTRY     -  US
 OS0860  USGS QUAD   -  STAMFORD (2017)
 OS0860
 OS0860                         *CURRENT SURVEY CONTROL
 OS0860  ______________________________________________________________________
 OS0860* NAD 83(1986) POSITION- 43 54 03.     (N) 101 03 41.     (W)   SCALED
 OS0860* NAVD 88 ORTHO HEIGHT -   750.240 (meters)     2461.41  (feet) ADJUSTED
 OS0860  ______________________________________________________________________
 OS0860  GEOID HEIGHT    -        -23.214 (meters)                     GEOID18
 OS0860  DYNAMIC HEIGHT  -        749.999 (meters)     2460.62  (feet) COMP
 OS0860  MODELED GRAVITY -    980,273.0   (mgal)                       NAVD 88
 OS0860
 OS0860  VERT ORDER      -  FIRST     CLASS II
 OS0860
 OS0860.The horizontal coordinates were scaled from a map and have
 OS0860.an estimated accuracy of +/- 6 seconds.
 OS0860
 OS0860.The orthometric height was determined by differential leveling and
 OS0860.adjusted by the NATIONAL GEODETIC SURVEY
 OS0860.in September 1993.
 OS0860
 OS0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0860.GEOID18 height accuracy estimate available here.
 OS0860
 OS0860.Click photographs - Photos may exist for this station.
 OS0860
 OS0860.The dynamic height is computed by dividing the NAVD 88
 OS0860.geopotential number by the normal gravity value computed on the
 OS0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0860.degrees latitude (g = 980.6199 gals.).
 OS0860
 OS0860.The modeled gravity was interpolated from observed gravity values.
 OS0860
 OS0860;                    North         East    Units  Estimated Accuracy
 OS0860;SPC SD S     -   174,390.      541,510.      MT  (+/- 180 meters Scaled)
 OS0860
 OS0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP344629(NAD 83)
 OS0860
 OS0860                          SUPERSEDED SURVEY CONTROL
 OS0860
 OS0860.No superseded survey control is available for this station.
 OS0860
 OS0860_MARKER: I = METAL ROD
 OS0860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0860_STAMPING: R 457 1991
 OS0860_MARK LOGO: NGS
 OS0860_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0860_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0860+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 OS0860_ROD/PIPE-DEPTH: 5.3 meters
 OS0860_SLEEVE-DEPTH  : 0.9 meters
 OS0860
 OS0860  HISTORY     - Date     Condition        Report By
 OS0860  HISTORY     - 1991     MONUMENTED       NGS
 OS0860  HISTORY     - 20130113 GOOD             INDIV
 OS0860
 OS0860                          STATION DESCRIPTION
 OS0860
 OS0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0860'29.2 KM (18.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0860'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.9 KM (0.55
 OS0860'MI) EAST OF MILEPOST 174, 260 M (853.0 FT) EAST OF THE JACKSON-JONES
 OS0860'COUNTY LINE, 31.5 M (103.3 FT) SOUTH OF THE CENTERLINE OF THE
 OS0860'EASTBOUND LANES OF THE HIGHWAY, 24.7 M (81.0 FT) SOUTHEAST OF THE
 OS0860'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 7.5 M (24.6 FT) WEST OF THE
 OS0860'MOST WESTERLY OF 3 BRACED FENCE POSTS, 2.2 M (7.2 FT) BELOW THE LEVEL
 OS0860'OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 OS0860'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0860'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0860
 OS0860                          STATION RECOVERY (2013)
 OS0860
 OS0860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0897 ***********************************************************************
 OS0897  DESIGNATION -  R 458
 OS0897  PID         -  OS0897
 OS0897  STATE/COUNTY-  SD/MELLETTE
 OS0897  COUNTRY     -  US
 OS0897  USGS QUAD   -  WHITE RIVER WEST (2017)
 OS0897
 OS0897                         *CURRENT SURVEY CONTROL
 OS0897  ______________________________________________________________________
 OS0897* NAD 83(1986) POSITION- 43 35 34.     (N) 100 45 08.     (W)   SCALED
 OS0897* NAVD 88 ORTHO HEIGHT -   620.543 (meters)     2035.90  (feet) ADJUSTED
 OS0897  ______________________________________________________________________
 OS0897  GEOID HEIGHT    -        -23.965 (meters)                     GEOID18
 OS0897  DYNAMIC HEIGHT  -        620.318 (meters)     2035.16  (feet) COMP
 OS0897  MODELED GRAVITY -    980,238.4   (mgal)                       NAVD 88
 OS0897
 OS0897  VERT ORDER      -  FIRST     CLASS II
 OS0897
 OS0897.The horizontal coordinates were scaled from a map and have
 OS0897.an estimated accuracy of +/- 6 seconds.
 OS0897
 OS0897.The orthometric height was determined by differential leveling and
 OS0897.adjusted by the NATIONAL GEODETIC SURVEY
 OS0897.in June 1994.
 OS0897
 OS0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0897.GEOID18 height accuracy estimate available here.
 OS0897
 OS0897.Click photographs - Photos may exist for this station.
 OS0897
 OS0897.The dynamic height is computed by dividing the NAVD 88
 OS0897.geopotential number by the normal gravity value computed on the
 OS0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0897.degrees latitude (g = 980.6199 gals.).
 OS0897
 OS0897.The modeled gravity was interpolated from observed gravity values.
 OS0897
 OS0897;                    North         East    Units  Estimated Accuracy
 OS0897;SPC SD S     -   140,000.      566,180.      MT  (+/- 180 meters Scaled)
 OS0897
 OS0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP585281(NAD 83)
 OS0897
 OS0897                          SUPERSEDED SURVEY CONTROL
 OS0897
 OS0897.No superseded survey control is available for this station.
 OS0897
 OS0897_MARKER: I = METAL ROD
 OS0897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0897_STAMPING: R 458 1992
 OS0897_MARK LOGO: NGS
 OS0897_PROJECTION: FLUSH
 OS0897_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0897+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0897_ROD/PIPE-DEPTH: 3.1 meters
 OS0897
 OS0897  HISTORY     - Date     Condition        Report By
 OS0897  HISTORY     - 1992     MONUMENTED       NGS
 OS0897
 OS0897                          STATION DESCRIPTION
 OS0897
 OS0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0897'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0897'IN WHITE RIVER, THENCE 2.7 KM (1.65 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0897'83, 98.4 M (322.8 FT) SOUTH OF A T-FENCE CORNER, 37.3 M (122.4 FT)
 OS0897'SOUTH OF THE EXTENDED CENTER OF A GRAVELED ROAD, 25.9 M (85.0 FT)
 OS0897'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) EAST OF A
 OS0897'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0897'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0942 ***********************************************************************
 OS0942  DESIGNATION -  R 459
 OS0942  PID         -  OS0942
 OS0942  STATE/COUNTY-  SD/TODD
 OS0942  COUNTRY     -  US
 OS0942  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0942
 OS0942                         *CURRENT SURVEY CONTROL
 OS0942  ______________________________________________________________________
 OS0942* NAD 83(1986) POSITION- 43 04 28.9    (N) 100 35 48.0    (W)   HD_HELD2
 OS0942* NAVD 88 ORTHO HEIGHT -   836.513 (meters)     2744.46  (feet) ADJUSTED
 OS0942  ______________________________________________________________________
 OS0942  GEOID HEIGHT    -        -22.437 (meters)                     GEOID18
 OS0942  DYNAMIC HEIGHT  -        836.173 (meters)     2743.34  (feet) COMP
 OS0942  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 OS0942
 OS0942  VERT ORDER      -  FIRST     CLASS II
 OS0942
 OS0942.The horizontal coordinates were established by autonomous hand held GPS
 OS0942.observations and have an estimated accuracy of +/- 10 meters.
 OS0942
 OS0942.The orthometric height was determined by differential leveling and
 OS0942.adjusted by the NATIONAL GEODETIC SURVEY
 OS0942.in June 1994.
 OS0942
 OS0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0942.GEOID18 height accuracy estimate available here.
 OS0942
 OS0942.Click photographs - Photos may exist for this station.
 OS0942
 OS0942.The dynamic height is computed by dividing the NAVD 88
 OS0942.geopotential number by the normal gravity value computed on the
 OS0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0942.degrees latitude (g = 980.6199 gals.).
 OS0942
 OS0942.The modeled gravity was interpolated from observed gravity values.
 OS0942
 OS0942;                    North         East    Units  Estimated Accuracy
 OS0942;SPC SD S     -    82,393.      578,555.      MT  (+/- 10 meters HH2 GPS)
 OS0942
 OS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7001470346(NAD 83)
 OS0942
 OS0942                          SUPERSEDED SURVEY CONTROL
 OS0942
 OS0942.No superseded survey control is available for this station.
 OS0942
 OS0942_MARKER: I = METAL ROD
 OS0942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0942_STAMPING: R 459 1992
 OS0942_MARK LOGO: NGS
 OS0942_PROJECTION: FLUSH
 OS0942_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0942+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 OS0942_ROD/PIPE-DEPTH: 4.1 meters
 OS0942_SLEEVE-DEPTH  : 0.9 meters
 OS0942
 OS0942  HISTORY     - Date     Condition        Report By
 OS0942  HISTORY     - 1992     MONUMENTED       NGS
 OS0942  HISTORY     - 20100323 GOOD             HKM
 OS0942
 OS0942                          STATION DESCRIPTION
 OS0942
 OS0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0942'22.7 KM (14.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0942'OF U.S. HIGHWAY 18 IN MISSION, 21.8 M (71.5 FT) WEST OF THE
 OS0942'CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) SOUTH OF A T-FENCE
 OS0942'CORNER, 0.7 M (2.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M
 OS0942'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OS0942'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OS0942'THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0942
 OS0942                          STATION RECOVERY (2010)
 OS0942
 OS0942'RECOVERY NOTE BY HKM ASSOCIATES 2010 (SB)
 OS0942'FROM THE JUNCTION OF HIGHWAYS 18 AND 83, THE DISTANCE IS 16.9 MILES
 OS0942'RATHER THAN THE 14.9 SHOWN ON THE MARKS 1992 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0238 ***********************************************************************
 PS0238  DESIGNATION -  R 46
 PS0238  PID         -  PS0238
 PS0238  STATE/COUNTY-  SD/FAULK
 PS0238  COUNTRY     -  US
 PS0238  USGS QUAD   -  ROCKHAM (2017)
 PS0238
 PS0238                         *CURRENT SURVEY CONTROL
 PS0238  ______________________________________________________________________
 PS0238* NAD 83(1986) POSITION- 44 55 02.     (N) 098 51 14.     (W)   SCALED
 PS0238* NAVD 88 ORTHO HEIGHT -   424.467 (meters)     1392.61  (feet) ADJUSTED
 PS0238  ______________________________________________________________________
 PS0238  GEOID HEIGHT    -        -24.128 (meters)                     GEOID18
 PS0238  DYNAMIC HEIGHT  -        424.413 (meters)     1392.43  (feet) COMP
 PS0238  MODELED GRAVITY -    980,479.0   (mgal)                       NAVD 88
 PS0238
 PS0238  VERT ORDER      -  FIRST     CLASS II
 PS0238
 PS0238.The horizontal coordinates were scaled from a map and have
 PS0238.an estimated accuracy of +/- 6 seconds.
 PS0238
 PS0238.The orthometric height was determined by differential leveling and
 PS0238.adjusted by the NATIONAL GEODETIC SURVEY
 PS0238.in June 1991.
 PS0238
 PS0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0238.GEOID18 height accuracy estimate available here.
 PS0238
 PS0238.Click photographs - Photos may exist for this station.
 PS0238
 PS0238.The dynamic height is computed by dividing the NAVD 88
 PS0238.geopotential number by the normal gravity value computed on the
 PS0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0238.degrees latitude (g = 980.6199 gals.).
 PS0238
 PS0238.The modeled gravity was interpolated from observed gravity values.
 PS0238
 PS0238;                    North         East    Units  Estimated Accuracy
 PS0238;SPC SD N     -   121,090.      690,490.      MT  (+/- 180 meters Scaled)
 PS0238
 PS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ115737(NAD 83)
 PS0238
 PS0238                          SUPERSEDED SURVEY CONTROL
 PS0238
 PS0238  NGVD 29 (??/??/92)  424.151  (m)         1391.57   (f) ADJ UNCH    1 2
 PS0238
 PS0238.Superseded values are not recommended for survey control.
 PS0238
 PS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0238.See file dsdata.pdf to determine how the superseded data were derived.
 PS0238
 PS0238_MARKER: DB = BENCH MARK DISK
 PS0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0238_STAMPING: R 46 1934
 PS0238_MARK LOGO: CGS
 PS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0238+STABILITY: SURFACE MOTION
 PS0238
 PS0238  HISTORY     - Date     Condition        Report By
 PS0238  HISTORY     - 1934     MONUMENTED       CGS
 PS0238
 PS0238                          STATION DESCRIPTION
 PS0238
 PS0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0238'1.7 MI NW FROM ROCKHAM.
 PS0238'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0238'FROM THE CITY WATER TANK AT ROCKHAM, FAULK COUNTY, ABOUT 1 POLE
 PS0238'EAST OF MILEPOST 17, AT A PRIVATE-ROAD CROSSING, ABOUT 100
 PS0238'FEET WEST OF THE CENTER LINE OF THE ROAD, 42 FEET NORTH
 PS0238'OF THE CENTER LINE OF THE TRACK, AND 4 FEET WEST OF A POLE.
 PS0238'A STANDARD DISK, STAMPED R 46 1934 AND SET IN THE TOP OF A
 PS0238'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8816 ***********************************************************************
 AB8816  DESIGNATION -  R 460
 AB8816  PID         -  AB8816
 AB8816  STATE/COUNTY-  SD/BROOKINGS
 AB8816  COUNTRY     -  US
 AB8816  USGS QUAD   -  VOLGA (2017)
 AB8816
 AB8816                         *CURRENT SURVEY CONTROL
 AB8816  ______________________________________________________________________
 AB8816* NAD 83(1986) POSITION- 44 19 34.     (N) 096 52 40.     (W)   SCALED
 AB8816* NAVD 88 ORTHO HEIGHT -   486.137 (meters)     1594.93  (feet) ADJUSTED
 AB8816  ______________________________________________________________________
 AB8816  GEOID HEIGHT    -        -25.288 (meters)                     GEOID18
 AB8816  DYNAMIC HEIGHT  -        486.049 (meters)     1594.65  (feet) COMP
 AB8816  MODELED GRAVITY -    980,421.0   (mgal)                       NAVD 88
 AB8816
 AB8816  VERT ORDER      -  FIRST     CLASS II
 AB8816
 AB8816.The horizontal coordinates were scaled from a map and have
 AB8816.an estimated accuracy of +/- 6 seconds.
 AB8816
 AB8816.The orthometric height was determined by differential leveling and
 AB8816.adjusted by the NATIONAL GEODETIC SURVEY
 AB8816.in October 1997.
 AB8816
 AB8816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8816.GEOID18 height accuracy estimate available here.
 AB8816
 AB8816.Click photographs - Photos may exist for this station.
 AB8816
 AB8816.The dynamic height is computed by dividing the NAVD 88
 AB8816.geopotential number by the normal gravity value computed on the
 AB8816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8816.degrees latitude (g = 980.6199 gals.).
 AB8816
 AB8816.The modeled gravity was interpolated from observed gravity values.
 AB8816
 AB8816;                    North         East    Units  Estimated Accuracy
 AB8816;SPC SD N     -    59,560.      848,990.      MT  (+/- 180 meters Scaled)
 AB8816
 AB8816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ692102(NAD 83)
 AB8816
 AB8816                          SUPERSEDED SURVEY CONTROL
 AB8816
 AB8816.No superseded survey control is available for this station.
 AB8816
 AB8816_MARKER: I = METAL ROD
 AB8816_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8816_STAMPING: R 460 1994
 AB8816_MARK LOGO: NGS
 AB8816_PROJECTION: FLUSH
 AB8816_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8816+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8816_ROD/PIPE-DEPTH: 13.4 meters
 AB8816_SLEEVE-DEPTH  : 0.9 meters
 AB8816
 AB8816  HISTORY     - Date     Condition        Report By
 AB8816  HISTORY     - 1994     MONUMENTED       NGS
 AB8816
 AB8816                          STATION DESCRIPTION
 AB8816
 AB8816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8816'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8816'BROOKINGS, THENCE 7.1 KM (4.40 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8816'524.0 M (1719.2 FT) WEST OF MILEPOST 416, 92.6 M (303.8 FT) NORTHEAST
 AB8816'OF THE NORTHEAST END OF BRIDGE NUMBER 415.45, 58.8 M (192.9 FT) NORTH
 AB8816'OF THE HIGHWAY CENTERLINE, 31.8 M (104.3 FT) NORTHEAST OF THE CENTER
 AB8816'OF A DRIVEWAY AND OLD HIGHWAY 14, 24.8 M (81.4 FT) SOUTHEAST OF A
 AB8816'UTILITY POLE, 9.7 M (31.8 FT) EAST OF THE CENTER OF A GRAVELED
 AB8816'DRIVEWAY, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 AB8816'(1.6 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8816'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8816'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8889 ***********************************************************************
 AB8889  DESIGNATION -  R 461
 AB8889  PID         -  AB8889
 AB8889  STATE/COUNTY-  SD/BEADLE
 AB8889  COUNTRY     -  US
 AB8889  USGS QUAD   -  PEARL CREEK COLONY (2017)
 AB8889
 AB8889                         *CURRENT SURVEY CONTROL
 AB8889  ______________________________________________________________________
 AB8889* NAD 83(1986) POSITION- 44 22 09.     (N) 097 59 35.     (W)   SCALED
 AB8889* NAVD 88 ORTHO HEIGHT -   407.893 (meters)     1338.23  (feet) ADJUSTED
 AB8889  ______________________________________________________________________
 AB8889  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 AB8889  DYNAMIC HEIGHT  -        407.824 (meters)     1338.00  (feet) COMP
 AB8889  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 AB8889
 AB8889  VERT ORDER      -  FIRST     CLASS II
 AB8889
 AB8889.The horizontal coordinates were scaled from a map and have
 AB8889.an estimated accuracy of +/- 6 seconds.
 AB8889
 AB8889.The orthometric height was determined by differential leveling and
 AB8889.adjusted by the NATIONAL GEODETIC SURVEY
 AB8889.in October 1997.
 AB8889
 AB8889.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8889.GEOID18 height accuracy estimate available here.
 AB8889
 AB8889.Click photographs - Photos may exist for this station.
 AB8889
 AB8889.The dynamic height is computed by dividing the NAVD 88
 AB8889.geopotential number by the normal gravity value computed on the
 AB8889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8889.degrees latitude (g = 980.6199 gals.).
 AB8889
 AB8889.The modeled gravity was interpolated from observed gravity values.
 AB8889
 AB8889;                    North         East    Units  Estimated Accuracy
 AB8889;SPC SD N     -    61,530.      759,950.      MT  (+/- 180 meters Scaled)
 AB8889
 AB8889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ802133(NAD 83)
 AB8889
 AB8889                          SUPERSEDED SURVEY CONTROL
 AB8889
 AB8889.No superseded survey control is available for this station.
 AB8889
 AB8889_MARKER: I = METAL ROD
 AB8889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8889_STAMPING: R 461 1994
 AB8889_MARK LOGO: NGS
 AB8889_PROJECTION: FLUSH
 AB8889_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8889+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8889_ROD/PIPE-DEPTH: 2.5 meters
 AB8889_SLEEVE-DEPTH  : 0.9 meters
 AB8889
 AB8889  HISTORY     - Date     Condition        Report By
 AB8889  HISTORY     - 1994     MONUMENTED       NGS
 AB8889
 AB8889                          STATION DESCRIPTION
 AB8889
 AB8889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8889'17.7 KM (11.00 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8889'STATE HIGHWAY 37 IN HURON, 623.0 M (2044.0 FT) WEST OF MILEPOST 357,
 AB8889'55.6 M (182.4 FT) EAST OF THE CENTERLINE OF A PAVED ROAD LEADING
 AB8889'NORTH, 29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.2 M (30.2
 AB8889'FT) EAST OF THE MOST EASTERLY OF 2 UTILITY POLES WITH A GUY CABLE AND
 AB8889'A TRANSFORMER, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4
 AB8889'M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AB8889'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8889'MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE ROD WAS DRIVEN TO
 AB8889'REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8902 ***********************************************************************
 AB8902  DESIGNATION -  R 462
 AB8902  PID         -  AB8902
 AB8902  STATE/COUNTY-  SD/BEADLE
 AB8902  COUNTRY     -  US
 AB8902  USGS QUAD   -  HURON NW (2017)
 AB8902
 AB8902                         *CURRENT SURVEY CONTROL
 AB8902  ______________________________________________________________________
 AB8902* NAD 83(1986) POSITION- 44 23 09.     (N) 098 12 51.     (W)   SCALED
 AB8902* NAVD 88 ORTHO HEIGHT -   387.956 (meters)     1272.82  (feet) ADJUSTED
 AB8902  ______________________________________________________________________
 AB8902  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 AB8902  DYNAMIC HEIGHT  -        387.892 (meters)     1272.61  (feet) COMP
 AB8902  MODELED GRAVITY -    980,442.8   (mgal)                       NAVD 88
 AB8902
 AB8902  VERT ORDER      -  FIRST     CLASS II
 AB8902
 AB8902.The horizontal coordinates were scaled from a map and have
 AB8902.an estimated accuracy of +/- 6 seconds.
 AB8902
 AB8902.The orthometric height was determined by differential leveling and
 AB8902.adjusted by the NATIONAL GEODETIC SURVEY
 AB8902.in October 1997.
 AB8902
 AB8902.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8902.GEOID18 height accuracy estimate available here.
 AB8902
 AB8902.Click photographs - Photos may exist for this station.
 AB8902
 AB8902.The dynamic height is computed by dividing the NAVD 88
 AB8902.geopotential number by the normal gravity value computed on the
 AB8902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8902.degrees latitude (g = 980.6199 gals.).
 AB8902
 AB8902.The modeled gravity was interpolated from observed gravity values.
 AB8902
 AB8902;                    North         East    Units  Estimated Accuracy
 AB8902;SPC SD N     -    62,970.      742,290.      MT  (+/- 180 meters Scaled)
 AB8902
 AB8902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625150(NAD 83)
 AB8902
 AB8902                          SUPERSEDED SURVEY CONTROL
 AB8902
 AB8902.No superseded survey control is available for this station.
 AB8902
 AB8902_MARKER: I = METAL ROD
 AB8902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8902_STAMPING: R 462 1994
 AB8902_MARK LOGO: NGS
 AB8902_PROJECTION: FLUSH
 AB8902_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8902+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8902_ROD/PIPE-DEPTH: 6.4 meters
 AB8902_SLEEVE-DEPTH  : 0.9 meters
 AB8902
 AB8902  HISTORY     - Date     Condition        Report By
 AB8902  HISTORY     - 1994     MONUMENTED       NGS
 AB8902
 AB8902                          STATION DESCRIPTION
 AB8902
 AB8902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8902'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AB8902'U.S. HIGHWAY 14 IN HURON, 420.0 M (1377.9 FT) SOUTH OF MILEPOST 129,
 AB8902'41.8 M (137.1 FT) NORTH OF THE CENTER OF 15TH STREET NORTHEAST, 15.0 M
 AB8902'(49.2 FT) EAST OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) NORTH OF A
 AB8902'UTILITY POLE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AB8902'(1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8902'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8902'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8953 ***********************************************************************
 AB8953  DESIGNATION -  R 463
 AB8953  PID         -  AB8953
 AB8953  STATE/COUNTY-  SD/HAND
 AB8953  COUNTRY     -  US
 AB8953  USGS QUAD   -  MILLER (2017)
 AB8953
 AB8953                         *CURRENT SURVEY CONTROL
 AB8953  ______________________________________________________________________
 AB8953* NAD 83(1986) POSITION- 44 31 19.     (N) 098 58 53.     (W)   SCALED
 AB8953* NAVD 88 ORTHO HEIGHT -   480.239 (meters)     1575.58  (feet) ADJUSTED
 AB8953  ______________________________________________________________________
 AB8953  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 AB8953  DYNAMIC HEIGHT  -        480.148 (meters)     1575.29  (feet) COMP
 AB8953  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 AB8953
 AB8953  VERT ORDER      -  FIRST     CLASS II
 AB8953
 AB8953.The horizontal coordinates were scaled from a map and have
 AB8953.an estimated accuracy of +/- 6 seconds.
 AB8953
 AB8953.The orthometric height was determined by differential leveling and
 AB8953.adjusted by the NATIONAL GEODETIC SURVEY
 AB8953.in October 1997.
 AB8953
 AB8953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8953.GEOID18 height accuracy estimate available here.
 AB8953
 AB8953.Click photographs - Photos may exist for this station.
 AB8953
 AB8953.The dynamic height is computed by dividing the NAVD 88
 AB8953.geopotential number by the normal gravity value computed on the
 AB8953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8953.degrees latitude (g = 980.6199 gals.).
 AB8953
 AB8953.The modeled gravity was interpolated from observed gravity values.
 AB8953
 AB8953;                    North         East    Units  Estimated Accuracy
 AB8953;SPC SD N     -    77,030.      680,980.      MT  (+/- 180 meters Scaled)
 AB8953
 AB8953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ014298(NAD 83)
 AB8953
 AB8953                          SUPERSEDED SURVEY CONTROL
 AB8953
 AB8953.No superseded survey control is available for this station.
 AB8953
 AB8953_MARKER: I = METAL ROD
 AB8953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8953_STAMPING: R 463 1994
 AB8953_MARK LOGO: NGS
 AB8953_PROJECTION: FLUSH
 AB8953_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8953+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AB8953_ROD/PIPE-DEPTH: 4.2 meters
 AB8953_SLEEVE-DEPTH  : 0.9 meters
 AB8953
 AB8953  HISTORY     - Date     Condition        Report By
 AB8953  HISTORY     - 1994     MONUMENTED       NGS
 AB8953  HISTORY     - 19960710 GOOD             NGS
 AB8953  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 AB8953
 AB8953                          STATION DESCRIPTION
 AB8953
 AB8953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8953'IN MILLER, AT THE INTERSECTION OF EAST FIFTH AVENUE AND EAST SEVENTH
 AB8953'STREET, 13.3 M (43.6 FT) SOUTH OF THE STREET CENTER, 8.3 M (27.2 FT)
 AB8953'EAST OF THE AVENUE CENTER, 2.4 M (7.9 FT) SOUTH-SOUTHWEST OF THE
 AB8953'NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING A SUB-STATION, AND
 AB8953'1.0 M (3.3 FT) WEST OF WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 AB8953'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8953'SPECIFICATIONS FOR A CLASS A MARK.
 AB8953
 AB8953                          STATION RECOVERY (1996)
 AB8953
 AB8953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8953'IN MILLER, AT THE INTERSECTION OF EAST SEVENTH STREET AND EAST FIFTH
 AB8953'AVENUE, 13.3 M (43.6 FT) SOUTH OF THE STREET CENTER, 8.3 M (27.2 FT)
 AB8953'EAST OF THE AVENUE CENTER, 2.4 M (7.9 FT) SOUTH OF THE NORTHWEST
 AB8953'CORNER OF A SUBSTATION, AND 1.0 M (3.3 FT) WEST OF A WITNESS POST AND
 AB8953'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8953'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8953
 AB8953                          STATION RECOVERY (2012)
 AB8953
 AB8953'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 AB8953'LOCATED WITNESS POST AS DESCRIBED BUT DID NOT ACTUALLY RECOVER MARK.
 AB8953'WITNESS POST IS OUTSIDE OF FENCED-OFF ELECTRIC SUBSTATION.  ENTIRE
 AB8953'AREA INSIDE AND OUTSIDE OF FENCE IS COVERED IN GRAVEL.  TRIED TO FIND
 AB8953'MARK BY SCRAPING AWAY SOME GRAVEL, BUT DID NOT FIND IT.  POSSIBLE THAT
 AB8953'MARK IS INSIDE SUBSTATION FENCE, BUT UNABLE TO GET ACCESS TO VERIFY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9025 ***********************************************************************
 AB9025  DESIGNATION -  R 464
 AB9025  PID         -  AB9025
 AB9025  STATE/COUNTY-  SD/HUGHES
 AB9025  COUNTRY     -  US
 AB9025  USGS QUAD   -  CANNING NW (2017)
 AB9025
 AB9025                         *CURRENT SURVEY CONTROL
 AB9025  ______________________________________________________________________
 AB9025* NAD 83(1986) POSITION- 44 27 39.     (N) 100 08 59.     (W)   SCALED
 AB9025* NAVD 88 ORTHO HEIGHT -   556.043 (meters)     1824.28  (feet) ADJUSTED
 AB9025  ______________________________________________________________________
 AB9025  GEOID HEIGHT    -        -23.477 (meters)                     GEOID18
 AB9025  DYNAMIC HEIGHT  -        555.928 (meters)     1823.91  (feet) COMP
 AB9025  MODELED GRAVITY -    980,392.4   (mgal)                       NAVD 88
 AB9025
 AB9025  VERT ORDER      -  FIRST     CLASS II
 AB9025
 AB9025.The horizontal coordinates were scaled from a map and have
 AB9025.an estimated accuracy of +/- 6 seconds.
 AB9025
 AB9025.The orthometric height was determined by differential leveling and
 AB9025.adjusted by the NATIONAL GEODETIC SURVEY
 AB9025.in October 1997.
 AB9025
 AB9025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9025.GEOID18 height accuracy estimate available here.
 AB9025
 AB9025.Click photographs - Photos may exist for this station.
 AB9025
 AB9025.The dynamic height is computed by dividing the NAVD 88
 AB9025.geopotential number by the normal gravity value computed on the
 AB9025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9025.degrees latitude (g = 980.6199 gals.).
 AB9025
 AB9025.The modeled gravity was interpolated from observed gravity values.
 AB9025
 AB9025;                    North         East    Units  Estimated Accuracy
 AB9025;SPC SD S     -   236,380.      614,610.      MT  (+/- 180 meters Scaled)
 AB9025
 AB9025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ085237(NAD 83)
 AB9025
 AB9025                          SUPERSEDED SURVEY CONTROL
 AB9025
 AB9025.No superseded survey control is available for this station.
 AB9025
 AB9025_MARKER: I = METAL ROD
 AB9025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9025_STAMPING: R 464 1994
 AB9025_MARK LOGO: NGS
 AB9025_PROJECTION: FLUSH
 AB9025_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9025+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9025_ROD/PIPE-DEPTH: 6.7 meters
 AB9025_SLEEVE-DEPTH  : 0.9 meters
 AB9025
 AB9025  HISTORY     - Date     Condition        Report By
 AB9025  HISTORY     - 1994     MONUMENTED       NGS
 AB9025  HISTORY     - 20120308 GOOD             INDIV
 AB9025
 AB9025                          STATION DESCRIPTION
 AB9025
 AB9025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9025'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AB9025'BLUNT, THENCE 14.9 KM (9.25 MI) WESTERLY ALONG U.S. HIGHWAY 14, 559.0
 AB9025'M (1834.0 FT) WEST OF MILEPOST 242, 22.8 M (74.8 FT) NORTHWEST OF THE
 AB9025'HIGHWAY CENTERLINE, 18.2 M (59.7 FT) EAST OF THE CENTER OF A GRAVELED
 AB9025'ROAD, 2.5 M (8.2 FT) SOUTH-SOUTHWEST OF A T-JUNCTION UTILITY POLE WITH
 AB9025'A GUY CABLE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.4 M (4.6
 AB9025'FT) NORTHEAST OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 AB9025'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9025'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB9025'CLASS A MARK.
 AB9025
 AB9025                          STATION RECOVERY (2012)
 AB9025
 AB9025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9056 ***********************************************************************
 AB9056  DESIGNATION -  R 465
 AB9056  PID         -  AB9056
 AB9056  STATE/COUNTY-  SD/STANLEY
 AB9056  COUNTRY     -  US
 AB9056  USGS QUAD   -  LACY (2017)
 AB9056
 AB9056                         *CURRENT SURVEY CONTROL
 AB9056  ______________________________________________________________________
 AB9056* NAD 83(1986) POSITION- 44 23 12.     (N) 100 40 12.     (W)   SCALED
 AB9056* NAVD 88 ORTHO HEIGHT -   604.057 (meters)     1981.81  (feet) ADJUSTED
 AB9056  ______________________________________________________________________
 AB9056  GEOID HEIGHT    -        -22.999 (meters)                     GEOID18
 AB9056  DYNAMIC HEIGHT  -        603.922 (meters)     1981.37  (feet) COMP
 AB9056  MODELED GRAVITY -    980,374.2   (mgal)                       NAVD 88
 AB9056
 AB9056  VERT ORDER      -  FIRST     CLASS II
 AB9056
 AB9056.The horizontal coordinates were scaled from a map and have
 AB9056.an estimated accuracy of +/- 6 seconds.
 AB9056
 AB9056.The orthometric height was determined by differential leveling and
 AB9056.adjusted by the NATIONAL GEODETIC SURVEY
 AB9056.in October 1997.
 AB9056
 AB9056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9056.GEOID18 height accuracy estimate available here.
 AB9056
 AB9056.Click photographs - Photos may exist for this station.
 AB9056
 AB9056.The dynamic height is computed by dividing the NAVD 88
 AB9056.geopotential number by the normal gravity value computed on the
 AB9056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9056.degrees latitude (g = 980.6199 gals.).
 AB9056
 AB9056.The modeled gravity was interpolated from observed gravity values.
 AB9056
 AB9056;                    North         East    Units  Estimated Accuracy
 AB9056;SPC SD S     -   228,170.      573,170.      MT  (+/- 180 meters Scaled)
 AB9056
 AB9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ669161(NAD 83)
 AB9056
 AB9056                          SUPERSEDED SURVEY CONTROL
 AB9056
 AB9056.No superseded survey control is available for this station.
 AB9056
 AB9056_MARKER: I = METAL ROD
 AB9056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9056_STAMPING: R 465 1995
 AB9056_MARK LOGO: NGS
 AB9056_PROJECTION: FLUSH
 AB9056_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9056+STABILITY: POSITION/ELEVATION WELL
 AB9056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9056+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9056_ROD/PIPE-DEPTH: 8.5 meters
 AB9056_SLEEVE-DEPTH  : 6.1 meters
 AB9056
 AB9056  HISTORY     - Date     Condition        Report By
 AB9056  HISTORY     - 1995     MONUMENTED       NGS
 AB9056  HISTORY     - 20120524 GOOD             INDIV
 AB9056
 AB9056                          STATION DESCRIPTION
 AB9056
 AB9056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9056'26.4 KM (16.40 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9056'IN PIERRE, 521.0 M (1709.3 FT) WEST OF MILEPOST 213, 38.5 M (126.3 FT)
 AB9056'EAST OF THE EAST END OF 2 BRACED FENCE POSTS, 21.9 M (71.9 FT) NORTH
 AB9056'OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) SOUTH OF A WITNESS POST AND
 AB9056'FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9056'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9056
 AB9056                          STATION RECOVERY (2012)
 AB9056
 AB9056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9067 ***********************************************************************
 AB9067  DESIGNATION -  R 466
 AB9067  PID         -  AB9067
 AB9067  STATE/COUNTY-  SD/STANLEY
 AB9067  COUNTRY     -  US
 AB9067  USGS QUAD   -  OAHE DAM (2017)
 AB9067
 AB9067                         *CURRENT SURVEY CONTROL
 AB9067  ______________________________________________________________________
 AB9067* NAD 83(1986) POSITION- 44 23 09.     (N) 100 29 58.     (W)   SCALED
 AB9067* NAVD 88 ORTHO HEIGHT -   540.230 (meters)     1772.40  (feet) ADJUSTED
 AB9067  ______________________________________________________________________
 AB9067  GEOID HEIGHT    -        -23.275 (meters)                     GEOID18
 AB9067  DYNAMIC HEIGHT  -        540.111 (meters)     1772.01  (feet) COMP
 AB9067  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 AB9067
 AB9067  VERT ORDER      -  FIRST     CLASS II
 AB9067
 AB9067.The horizontal coordinates were scaled from a map and have
 AB9067.an estimated accuracy of +/- 6 seconds.
 AB9067
 AB9067.The orthometric height was determined by differential leveling and
 AB9067.adjusted by the NATIONAL GEODETIC SURVEY
 AB9067.in October 1997.
 AB9067
 AB9067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9067.GEOID18 height accuracy estimate available here.
 AB9067
 AB9067.Click photographs - Photos may exist for this station.
 AB9067
 AB9067.The dynamic height is computed by dividing the NAVD 88
 AB9067.geopotential number by the normal gravity value computed on the
 AB9067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9067.degrees latitude (g = 980.6199 gals.).
 AB9067
 AB9067.The modeled gravity was interpolated from observed gravity values.
 AB9067
 AB9067;                    North         East    Units  Estimated Accuracy
 AB9067;SPC SD S     -   228,040.      586,760.      MT  (+/- 180 meters Scaled)
 AB9067
 AB9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ805158(NAD 83)
 AB9067
 AB9067                          SUPERSEDED SURVEY CONTROL
 AB9067
 AB9067.No superseded survey control is available for this station.
 AB9067
 AB9067_MARKER: I = METAL ROD
 AB9067_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9067_STAMPING: R 466 1995
 AB9067_MARK LOGO: NGS
 AB9067_PROJECTION: FLUSH
 AB9067_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9067+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 AB9067_ROD/PIPE-DEPTH: 3.7 meters
 AB9067_SLEEVE-DEPTH  : 0.9 meters
 AB9067
 AB9067  HISTORY     - Date     Condition        Report By
 AB9067  HISTORY     - 1995     MONUMENTED       NGS
 AB9067  HISTORY     - 20120517 GOOD             INDIV
 AB9067
 AB9067                          STATION DESCRIPTION
 AB9067
 AB9067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9067'12.4 KM (7.70 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9067'IN PIERRE, 629.0 M (2063.6 FT) EAST OF MILEPOST 221, 22.3 M (73.2 FT)
 AB9067'NORTHWEST OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 AB9067'THE HIGHWAY, 1.6 M (5.2 FT) EAST OF THE CENTER OF 2 BRACED FENCE
 AB9067'POSTS, 1.6 M (5.2 FT) SOUTHWEST OF A BRACED FENCE POST, AND 0.8 M (2.6
 AB9067'FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB9067'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB9067'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9067
 AB9067                          STATION RECOVERY (2012)
 AB9067
 AB9067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5823 ***********************************************************************
 AE5823  DESIGNATION -  R 467
 AE5823  PID         -  AE5823
 AE5823  STATE/COUNTY-  SD/SPINK
 AE5823  COUNTRY     -  US
 AE5823  USGS QUAD   -  FRANKFORT (2017)
 AE5823
 AE5823                         *CURRENT SURVEY CONTROL
 AE5823  ______________________________________________________________________
 AE5823* NAD 83(1986) POSITION- 44 53 39.     (N) 098 17 31.     (W)   SCALED
 AE5823* NAVD 88 ORTHO HEIGHT -   394.550 (meters)     1294.45  (feet) ADJUSTED
 AE5823  ______________________________________________________________________
 AE5823  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 AE5823  DYNAMIC HEIGHT  -        394.509 (meters)     1294.32  (feet) COMP
 AE5823  MODELED GRAVITY -    980,501.7   (mgal)                       NAVD 88
 AE5823
 AE5823  VERT ORDER      -  FIRST     CLASS II
 AE5823
 AE5823.The horizontal coordinates were scaled from a map and have
 AE5823.an estimated accuracy of +/- 6 seconds.
 AE5823
 AE5823.The orthometric height was determined by differential leveling and
 AE5823.adjusted by the NATIONAL GEODETIC SURVEY
 AE5823.in July 1998.
 AE5823
 AE5823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5823.GEOID18 height accuracy estimate available here.
 AE5823
 AE5823.Click photographs - Photos may exist for this station.
 AE5823
 AE5823.The dynamic height is computed by dividing the NAVD 88
 AE5823.geopotential number by the normal gravity value computed on the
 AE5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5823.degrees latitude (g = 980.6199 gals.).
 AE5823
 AE5823.The modeled gravity was interpolated from observed gravity values.
 AE5823
 AE5823;                    North         East    Units  Estimated Accuracy
 AE5823;SPC SD N     -   119,310.      734,910.      MT  (+/- 180 meters Scaled)
 AE5823
 AE5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ559714(NAD 83)
 AE5823
 AE5823                          SUPERSEDED SURVEY CONTROL
 AE5823
 AE5823.No superseded survey control is available for this station.
 AE5823
 AE5823_MARKER: I = METAL ROD
 AE5823_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5823_STAMPING: R 467 1995
 AE5823_MARK LOGO: NGS
 AE5823_PROJECTION: FLUSH
 AE5823_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5823+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5823_ROD/PIPE-DEPTH: 24.8 meters
 AE5823_SLEEVE-DEPTH  : 0.9 meters
 AE5823
 AE5823  HISTORY     - Date     Condition        Report By
 AE5823  HISTORY     - 1995     MONUMENTED       NGS
 AE5823
 AE5823                          STATION DESCRIPTION
 AE5823
 AE5823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5823'15.0 KM (9.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5823'HUMPHREY DRIVE IN DOLAND, 259.0 M (849.7 FT) EAST OF MILEPOST 318,
 AE5823'30.1 M (98.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT)
 AE5823'SOUTHWEST OF A BRACED FENCE POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE5823'THE HIGHWAY, 0.7 M (2.3 FT) EAST OF A BRACED FENCE POST, AND 0.4 M
 AE5823'(1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AE5823'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE5823'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8929 ***********************************************************************
 AD8929  DESIGNATION -  R 468
 AD8929  PID         -  AD8929
 AD8929  STATE/COUNTY-  SD/DEWEY
 AD8929  COUNTRY     -  US
 AD8929  USGS QUAD   -  LANTRY SE (2017)
 AD8929
 AD8929                         *CURRENT SURVEY CONTROL
 AD8929  ______________________________________________________________________
 AD8929* NAD 83(1986) POSITION- 45 00 28.4    (N) 101 15 12.4    (W)   HD_HELD2
 AD8929* NAVD 88 ORTHO HEIGHT -   725.329 (meters)     2379.68  (feet) ADJUSTED
 AD8929  ______________________________________________________________________
 AD8929  GEOID HEIGHT    -        -21.203 (meters)                     GEOID18
 AD8929  DYNAMIC HEIGHT  -        725.192 (meters)     2379.23  (feet) COMP
 AD8929  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 AD8929
 AD8929  VERT ORDER      -  FIRST     CLASS II
 AD8929
 AD8929.The horizontal coordinates were established by autonomous hand held GPS
 AD8929.observations and have an estimated accuracy of +/- 10 meters.
 AD8929
 AD8929.The orthometric height was determined by differential leveling and
 AD8929.adjusted by the NATIONAL GEODETIC SURVEY
 AD8929.in July 1998.
 AD8929
 AD8929.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8929.GEOID18 height accuracy estimate available here.
 AD8929
 AD8929.Click photographs - Photos may exist for this station.
 AD8929
 AD8929.The dynamic height is computed by dividing the NAVD 88
 AD8929.geopotential number by the normal gravity value computed on the
 AD8929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8929.degrees latitude (g = 980.6199 gals.).
 AD8929
 AD8929.The modeled gravity was interpolated from observed gravity values.
 AD8929
 AD8929;                    North         East    Units  Estimated Accuracy
 AD8929;SPC SD N     -   131,284.      501,193.      MT  (+/- 10 meters HH2 GPS)
 AD8929
 AD8929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2241886297(NAD 83)
 AD8929
 AD8929                          SUPERSEDED SURVEY CONTROL
 AD8929
 AD8929.No superseded survey control is available for this station.
 AD8929
 AD8929_MARKER: I = METAL ROD
 AD8929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8929_STAMPING: R 468 1996
 AD8929_MARK LOGO: NGS
 AD8929_PROJECTION: FLUSH
 AD8929_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8929+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 AD8929_ROD/PIPE-DEPTH: 4.3 meters
 AD8929_SLEEVE-DEPTH  : 0.9 meters
 AD8929
 AD8929  HISTORY     - Date     Condition        Report By
 AD8929  HISTORY     - 1996     MONUMENTED       NGS
 AD8929  HISTORY     - 20121206 GOOD             INDIV
 AD8929
 AD8929                          STATION DESCRIPTION
 AD8929
 AD8929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8929'1.3 KM (0.80 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8929'MAIN STREET IN EAGLE BUTTE, 385.0 M (1263.1 FT) EAST OF MILEPOST 154,
 AD8929'29.4 M (96.5 FT) WEST OF A UTILITY POLE, 23.3 M (76.4 FT) SOUTH OF THE
 AD8929'HIGHWAY CENTERLINE, 6.6 M (21.7 FT) EAST OF THE CENTER OF A GATE, 0.5
 AD8929'M (1.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AD8929'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AD8929'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AD8929'FOR A CLASS A MARK.
 AD8929
 AD8929                          STATION RECOVERY (2012)
 AD8929
 AD8929'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JCC)
 AD8929'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5838 ***********************************************************************
 AE5838  DESIGNATION -  R 469
 AE5838  PID         -  AE5838
 AE5838  STATE/COUNTY-  SD/SPINK
 AE5838  COUNTRY     -  US
 AE5838  USGS QUAD   -  REDFIELD NORTH (2017)
 AE5838
 AE5838                         *CURRENT SURVEY CONTROL
 AE5838  ______________________________________________________________________
 AE5838* NAD 83(1986) POSITION- 44 53 52.     (N) 098 36 20.     (W)   SCALED
 AE5838* NAVD 88 ORTHO HEIGHT -   397.782 (meters)     1305.06  (feet) ADJUSTED
 AE5838  ______________________________________________________________________
 AE5838  GEOID HEIGHT    -        -24.270 (meters)                     GEOID18
 AE5838  DYNAMIC HEIGHT  -        397.737 (meters)     1304.91  (feet) COMP
 AE5838  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 AE5838
 AE5838  VERT ORDER      -  FIRST     CLASS II
 AE5838
 AE5838.The horizontal coordinates were scaled from a map and have
 AE5838.an estimated accuracy of +/- 6 seconds.
 AE5838
 AE5838.The orthometric height was determined by differential leveling and
 AE5838.adjusted by the NATIONAL GEODETIC SURVEY
 AE5838.in July 1998.
 AE5838
 AE5838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5838.GEOID18 height accuracy estimate available here.
 AE5838
 AE5838.Click photographs - Photos may exist for this station.
 AE5838
 AE5838.The dynamic height is computed by dividing the NAVD 88
 AE5838.geopotential number by the normal gravity value computed on the
 AE5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5838.degrees latitude (g = 980.6199 gals.).
 AE5838
 AE5838.The modeled gravity was interpolated from observed gravity values.
 AE5838
 AE5838;                    North         East    Units  Estimated Accuracy
 AE5838;SPC SD N     -   119,230.      710,130.      MT  (+/- 180 meters Scaled)
 AE5838
 AE5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ311716(NAD 83)
 AE5838
 AE5838                          SUPERSEDED SURVEY CONTROL
 AE5838
 AE5838.No superseded survey control is available for this station.
 AE5838
 AE5838_MARKER: I = METAL ROD
 AE5838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5838_STAMPING: R 469 1996
 AE5838_MARK LOGO: NGS
 AE5838_PROJECTION: FLUSH
 AE5838_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5838+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5838_ROD/PIPE-DEPTH: 4.8 meters
 AE5838_SLEEVE-DEPTH  : 0.9 meters
 AE5838
 AE5838  HISTORY     - Date     Condition        Report By
 AE5838  HISTORY     - 1996     MONUMENTED       NGS
 AE5838
 AE5838                          STATION DESCRIPTION
 AE5838
 AE5838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5838'7.2 KM (4.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5838'U.S. HIGHWAY 281 IN REDFIELD, EAST OF MILEPOST 302, 15.0 M (49.2 FT)
 AE5838'SOUTH OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT) WEST OF THE CENTER
 AE5838'OF A FIELD ENTRANCE, 5.6 M (18.4 FT) SOUTHWEST OF THE WEST END OF A
 AE5838'CULVERT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 AE5838'FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE5838'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE5838'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0320 ***********************************************************************
 PS0320  DESIGNATION -  R 47
 PS0320  PID         -  PS0320
 PS0320  STATE/COUNTY-  SD/HYDE
 PS0320  COUNTRY     -  US
 PS0320  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0320
 PS0320                         *CURRENT SURVEY CONTROL
 PS0320  ______________________________________________________________________
 PS0320* NAD 83(1986) POSITION- 44 41 44.     (N) 099 27 07.     (W)   SCALED
 PS0320* NAVD 88 ORTHO HEIGHT -   514.999 (meters)     1689.63  (feet) ADJUSTED
 PS0320  ______________________________________________________________________
 PS0320  GEOID HEIGHT    -        -23.388 (meters)                     GEOID18
 PS0320  DYNAMIC HEIGHT  -        514.918 (meters)     1689.36  (feet) COMP
 PS0320  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 PS0320
 PS0320  VERT ORDER      -  SECOND    CLASS 0
 PS0320
 PS0320.The horizontal coordinates were scaled from a map and have
 PS0320.an estimated accuracy of +/- 6 seconds.
 PS0320
 PS0320.The orthometric height was determined by differential leveling and
 PS0320.adjusted by the NATIONAL GEODETIC SURVEY
 PS0320.in June 1991.
 PS0320
 PS0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0320.GEOID18 height accuracy estimate available here.
 PS0320
 PS0320.Click photographs - Photos may exist for this station.
 PS0320
 PS0320.The dynamic height is computed by dividing the NAVD 88
 PS0320.geopotential number by the normal gravity value computed on the
 PS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0320.degrees latitude (g = 980.6199 gals.).
 PS0320
 PS0320.The modeled gravity was interpolated from observed gravity values.
 PS0320
 PS0320;                    North         East    Units  Estimated Accuracy
 PS0320;SPC SD N     -    95,960.      643,440.      MT  (+/- 180 meters Scaled)
 PS0320
 PS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ641492(NAD 83)
 PS0320
 PS0320                          SUPERSEDED SURVEY CONTROL
 PS0320
 PS0320  NGVD 29 (??/??/92)  514.660  (m)         1688.51   (f) ADJ UNCH    2 0
 PS0320
 PS0320.Superseded values are not recommended for survey control.
 PS0320
 PS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0320.See file dsdata.pdf to determine how the superseded data were derived.
 PS0320
 PS0320_MARKER: DB = BENCH MARK DISK
 PS0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0320_SP_SET: BRIDGE
 PS0320_STAMPING: R 47 1934
 PS0320_MARK LOGO: CGS
 PS0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0320
 PS0320  HISTORY     - Date     Condition        Report By
 PS0320  HISTORY     - 1934     MONUMENTED       CGS
 PS0320  HISTORY     - 1940     GOOD             CGS
 PS0320  HISTORY     - 1984     MARK NOT FOUND   NGS
 PS0320
 PS0320                          STATION DESCRIPTION
 PS0320
 PS0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0320'12.6 MI N FROM HIGHMORE.
 PS0320'12.6 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0320'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, 0.1
 PS0320'MILE NORTH OF A SCHOOLHOUSE, AT A BRIDGE WITH A PIPE GUARDRAIL,
 PS0320'IN THE TOP OF THE SOUTHWEST WING WALL, 13.5 FEET WEST OF THE
 PS0320'CENTERLINE OF THE ROAD, AND 0.9 FOOT WEST OF A WHITE WOODEN
 PS0320'WITNESS POST.  A STANDARD DISK, STAMPED R 47 1934.
 PS0320
 PS0320                          STATION RECOVERY (1984)
 PS0320
 PS0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5861 ***********************************************************************
 AE5861  DESIGNATION -  R 470
 AE5861  PID         -  AE5861
 AE5861  STATE/COUNTY-  SD/HAND
 AE5861  COUNTRY     -  US
 AE5861  USGS QUAD   -  ROCKHAM SW (2017)
 AE5861
 AE5861                         *CURRENT SURVEY CONTROL
 AE5861  ______________________________________________________________________
 AE5861* NAD 83(1986) POSITION- 44 46 47.     (N) 098 59 17.     (W)   SCALED
 AE5861* NAVD 88 ORTHO HEIGHT -   449.509 (meters)     1474.76  (feet) ADJUSTED
 AE5861  ______________________________________________________________________
 AE5861  GEOID HEIGHT    -        -24.190 (meters)                     GEOID18
 AE5861  DYNAMIC HEIGHT  -        449.440 (meters)     1474.54  (feet) COMP
 AE5861  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 AE5861
 AE5861  VERT ORDER      -  FIRST     CLASS II
 AE5861
 AE5861.The horizontal coordinates were scaled from a map and have
 AE5861.an estimated accuracy of +/- 6 seconds.
 AE5861
 AE5861.The orthometric height was determined by differential leveling and
 AE5861.adjusted by the NATIONAL GEODETIC SURVEY
 AE5861.in July 1998.
 AE5861
 AE5861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5861.GEOID18 height accuracy estimate available here.
 AE5861
 AE5861.Click photographs - Photos may exist for this station.
 AE5861
 AE5861.The dynamic height is computed by dividing the NAVD 88
 AE5861.geopotential number by the normal gravity value computed on the
 AE5861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5861.degrees latitude (g = 980.6199 gals.).
 AE5861
 AE5861.The modeled gravity was interpolated from observed gravity values.
 AE5861
 AE5861;                    North         East    Units  Estimated Accuracy
 AE5861;SPC SD N     -   105,670.      680,090.      MT  (+/- 180 meters Scaled)
 AE5861
 AE5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009584(NAD 83)
 AE5861
 AE5861                          SUPERSEDED SURVEY CONTROL
 AE5861
 AE5861.No superseded survey control is available for this station.
 AE5861
 AE5861_MARKER: I = METAL ROD
 AE5861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5861_STAMPING: R 470 1996
 AE5861_MARK LOGO: NGS
 AE5861_PROJECTION: FLUSH
 AE5861_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5861+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5861_ROD/PIPE-DEPTH: 7.0 meters
 AE5861_SLEEVE-DEPTH  : 0.9 meters
 AE5861
 AE5861  HISTORY     - Date     Condition        Report By
 AE5861  HISTORY     - 1996     MONUMENTED       NGS
 AE5861  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 AE5861
 AE5861                          STATION DESCRIPTION
 AE5861
 AE5861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5861'29.0 KM (18.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5861'OFFICE IN MILLER, 667.0 M (2188.3 FT) SOUTH OF MILEPOST 130, 23.0 M
 AE5861'(75.5 FT) EAST OF THE HIGHWAY CENTERLINE, 19.6 M (64.3 FT) WEST OF A
 AE5861'UTILITY POLE WITH 2 GUY CABLES, 9.8 M (32.2 FT) NORTH OF THE CENTER OF
 AE5861'A GRAVELED ROAD, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 AE5861'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 AE5861'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE5861'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE5861
 AE5861                          STATION RECOVERY (2012)
 AE5861
 AE5861'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 AE5861'AFTER A SEARCH OF THE INDICATED AREA, THE MARK WAS NOT FOUND.  ONLY A
 AE5861'WITNESS POST INDICATING THE HIGHWAY RIGHT-OF-WAY WAS LOCATED NEAR
 AE5861'WHERE THE MARKER SHOULD HAVE BEEN.  THERE WAS NO SURVEY MARK WITNESS
 AE5861'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4116 ***********************************************************************
 AE4116  DESIGNATION -  R 471
 AE4116  PID         -  AE4116
 AE4116  STATE/COUNTY-  SD/POTTER
 AE4116  COUNTRY     -  US
 AE4116  USGS QUAD   -  SENECA SW (2017)
 AE4116
 AE4116                         *CURRENT SURVEY CONTROL
 AE4116  ______________________________________________________________________
 AE4116* NAD 83(1986) POSITION- 45 03 25.     (N) 099 40 31.     (W)   SCALED
 AE4116* NAVD 88 ORTHO HEIGHT -   634.031 (meters)     2080.15  (feet) ADJUSTED
 AE4116  ______________________________________________________________________
 AE4116  GEOID HEIGHT    -        -22.636 (meters)                     GEOID18
 AE4116  DYNAMIC HEIGHT  -        633.943 (meters)     2079.86  (feet) COMP
 AE4116  MODELED GRAVITY -    980,456.6   (mgal)                       NAVD 88
 AE4116
 AE4116  VERT ORDER      -  FIRST     CLASS II
 AE4116
 AE4116.The horizontal coordinates were scaled from a map and have
 AE4116.an estimated accuracy of +/- 6 seconds.
 AE4116
 AE4116.The orthometric height was determined by differential leveling and
 AE4116.adjusted by the NATIONAL GEODETIC SURVEY
 AE4116.in July 1998.
 AE4116
 AE4116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4116.GEOID18 height accuracy estimate available here.
 AE4116
 AE4116.Click photographs - Photos may exist for this station.
 AE4116
 AE4116.The dynamic height is computed by dividing the NAVD 88
 AE4116.geopotential number by the normal gravity value computed on the
 AE4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4116.degrees latitude (g = 980.6199 gals.).
 AE4116
 AE4116.The modeled gravity was interpolated from observed gravity values.
 AE4116
 AE4116;                    North         East    Units  Estimated Accuracy
 AE4116;SPC SD N     -   136,020.      625,580.      MT  (+/- 180 meters Scaled)
 AE4116
 AE4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ468894(NAD 83)
 AE4116
 AE4116                          SUPERSEDED SURVEY CONTROL
 AE4116
 AE4116.No superseded survey control is available for this station.
 AE4116
 AE4116_MARKER: I = METAL ROD
 AE4116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4116_STAMPING: R 471 1996
 AE4116_MARK LOGO: NGS
 AE4116_PROJECTION: FLUSH
 AE4116_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4116+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4116_ROD/PIPE-DEPTH: 5.1 meters
 AE4116_SLEEVE-DEPTH  : 0.9 meters
 AE4116
 AE4116  HISTORY     - Date     Condition        Report By
 AE4116  HISTORY     - 1996     MONUMENTED       NGS
 AE4116  HISTORY     - 20120613 GOOD             INDIV
 AE4116
 AE4116                          STATION DESCRIPTION
 AE4116
 AE4116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4116'23.4 KM (14.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4116'OF EXENE STREET IN GETTYSBURG, 120.0 M (393.7 FT) WEST OF MILEPOST
 AE4116'240, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.1 M (65.9
 AE4116'FT) EAST OF THE CENTER OF COUNTY ROAD 820, 5.4 M (17.7 FT) EAST OF A
 AE4116'FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 AE4116'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 AE4116'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE4116'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4116
 AE4116                          STATION RECOVERY (2012)
 AE4116
 AE4116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0524 ***********************************************************************
 PS0524  DESIGNATION -  R 49
 PS0524  PID         -  PS0524
 PS0524  STATE/COUNTY-  SD/HUGHES
 PS0524  COUNTRY     -  US
 PS0524  USGS QUAD   -  BLUNT SE (2017)
 PS0524
 PS0524                         *CURRENT SURVEY CONTROL
 PS0524  ______________________________________________________________________
 PS0524* NAD 83(1986) POSITION- 44 31 33.     (N) 099 51 56.     (W)   SCALED
 PS0524* NAVD 88 ORTHO HEIGHT -   527.799 (meters)     1731.62  (feet) ADJUSTED
 PS0524  ______________________________________________________________________
 PS0524  GEOID HEIGHT    -        -23.541 (meters)                     GEOID18
 PS0524  DYNAMIC HEIGHT  -        527.698 (meters)     1731.29  (feet) COMP
 PS0524  MODELED GRAVITY -    980,410.1   (mgal)                       NAVD 88
 PS0524
 PS0524  VERT ORDER      -  FIRST     CLASS II
 PS0524
 PS0524.The horizontal coordinates were scaled from a map and have
 PS0524.an estimated accuracy of +/- 6 seconds.
 PS0524
 PS0524.The orthometric height was determined by differential leveling and
 PS0524.adjusted by the NATIONAL GEODETIC SURVEY
 PS0524.in October 1997.
 PS0524
 PS0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0524.GEOID18 height accuracy estimate available here.
 PS0524
 PS0524.Click photographs - Photos may exist for this station.
 PS0524
 PS0524.The dynamic height is computed by dividing the NAVD 88
 PS0524.geopotential number by the normal gravity value computed on the
 PS0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0524.degrees latitude (g = 980.6199 gals.).
 PS0524
 PS0524.The modeled gravity was interpolated from observed gravity values.
 PS0524
 PS0524;                    North         East    Units  Estimated Accuracy
 PS0524;SPC SD S     -   243,690.      637,190.      MT  (+/- 180 meters Scaled)
 PS0524
 PS0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ312306(NAD 83)
 PS0524
 PS0524                          SUPERSEDED SURVEY CONTROL
 PS0524
 PS0524  NAVD 88 (06/15/91)  527.750  (m)         1731.46   (f) SUPERSEDED  1 2
 PS0524  NGVD 29 (??/??/92)  527.395  (m)         1730.30   (f) ADJ UNCH    1 2
 PS0524
 PS0524.Superseded values are not recommended for survey control.
 PS0524
 PS0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0524.See file dsdata.pdf to determine how the superseded data were derived.
 PS0524
 PS0524_MARKER: DB = BENCH MARK DISK
 PS0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0524_STAMPING: R 49 1934
 PS0524_MARK LOGO: CGS
 PS0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0524+STABILITY: SURFACE MOTION
 PS0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0524+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 PS0524
 PS0524  HISTORY     - Date     Condition        Report By
 PS0524  HISTORY     - 1934     MONUMENTED       CGS
 PS0524  HISTORY     - 1940     GOOD             CGS
 PS0524  HISTORY     - 19941129 GOOD             NGS
 PS0524  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 PS0524
 PS0524                          STATION DESCRIPTION
 PS0524
 PS0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0524'6.2 MI W FROM HARROLD.
 PS0524'6.2 MILES WEST OF HARROLD, 6.3 MILES EAST OF BLUNT, ALONG
 PS0524'RAILROAD, AT SECTION LINE ROAD, 86.0 FEET NORTH OF THE NORTH
 PS0524'RAIL, 41.0 FEET EAST OF THE CENTER OF SECTION LINE ROAD, 0.8
 PS0524'FOOT NORTH OF WHITE MARKER POST, 8 INCHES ABOVE GROUND.  A
 PS0524'STANDARD DISK IN A CONCRETE POST.
 PS0524
 PS0524                          STATION RECOVERY (1994)
 PS0524
 PS0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0524'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 PS0524'BLUNT, THENCE 9.9 KM (6.15 MI) EASTERLY ALONG U.S. HIGHWAY 14, 140.0 M
 PS0524'(459.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 92.4 M (303.1 FT) EAST OF
 PS0524'MILEPOST 257, 26.2 M (86.0 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA,
 PS0524'MINNESOTA AND EASTERN RAILROAD, 11.5 M (37.7 FT) EAST OF THE CENTER OF
 PS0524'A TRACK ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0
 PS0524'FT) EAST OF A METAL GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PS0524'FT) ABOVE THE GROUND SURFACE.
 PS0524
 PS0524                          STATION RECOVERY (2012)
 PS0524
 PS0524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0524'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0339 ***********************************************************************
 OQ0339  DESIGNATION -  R 5
 OQ0339  PID         -  OQ0339
 OQ0339  STATE/COUNTY-  SD/MINNEHAHA
 OQ0339  COUNTRY     -  US
 OQ0339  USGS QUAD   -  HUMBOLDT (2017)
 OQ0339
 OQ0339                         *CURRENT SURVEY CONTROL
 OQ0339  ______________________________________________________________________
 OQ0339* NAD 83(1986) POSITION- 43 38 25.     (N) 097 04 25.     (W)   SCALED
 OQ0339* NAVD 88 ORTHO HEIGHT -   521.444 (meters)     1710.77  (feet) ADJUSTED
 OQ0339  ______________________________________________________________________
 OQ0339  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 OQ0339  DYNAMIC HEIGHT  -        521.303 (meters)     1710.31  (feet) COMP
 OQ0339  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 OQ0339
 OQ0339  VERT ORDER      -  FIRST     CLASS II
 OQ0339
 OQ0339.The horizontal coordinates were scaled from a map and have
 OQ0339.an estimated accuracy of +/- 6 seconds.
 OQ0339
 OQ0339.The orthometric height was determined by differential leveling and
 OQ0339.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0339.in June 1991.
 OQ0339
 OQ0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0339.GEOID18 height accuracy estimate available here.
 OQ0339
 OQ0339.Click photographs - Photos may exist for this station.
 OQ0339
 OQ0339.The dynamic height is computed by dividing the NAVD 88
 OQ0339.geopotential number by the normal gravity value computed on the
 OQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0339.degrees latitude (g = 980.6199 gals.).
 OQ0339
 OQ0339.The modeled gravity was interpolated from observed gravity values.
 OQ0339
 OQ0339;                    North         East    Units  Estimated Accuracy
 OQ0339;SPC SD S     -   150,350.      862,930.      MT  (+/- 180 meters Scaled)
 OQ0339
 OQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP553337(NAD 83)
 OQ0339
 OQ0339                          SUPERSEDED SURVEY CONTROL
 OQ0339
 OQ0339  NGVD 29 (??/??/92)  521.137  (m)         1709.76   (f) ADJ UNCH    1 2
 OQ0339
 OQ0339.Superseded values are not recommended for survey control.
 OQ0339
 OQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0339.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0339
 OQ0339_MARKER: DB = BENCH MARK DISK
 OQ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0339_SP_SET: BUILDING
 OQ0339_STAMPING: R 5 1925 1709.764
 OQ0339_MARK LOGO: CGS
 OQ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0339+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1991
 OQ0339
 OQ0339  HISTORY     - Date     Condition        Report By
 OQ0339  HISTORY     - 1925     MONUMENTED       CGS
 OQ0339  HISTORY     - 1941     GOOD             CGS
 OQ0339  HISTORY     - 19910604 GOOD             NGS
 OQ0339
 OQ0339                          STATION DESCRIPTION
 OQ0339
 OQ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0339'AT HUMBOLDT.
 OQ0339'AT HUMBOLDT, MINNEHAHA COUNTY, AT THE END OF THE STREET LEADING
 OQ0339'SOUTH FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 OQ0339'STATION, IN THE NORTH WALL OF THE BRICK SCHOOL BUILDING, 8.5
 OQ0339'FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, AND 1 FOOT ABOVE
 OQ0339'THE EAST EDGE OF THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED
 OQ0339'1709.764 R 5 1925 AND SET VERTICALLY.  NOTE-- THE CHICAGO, ST.
 OQ0339'PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0339
 OQ0339                          STATION RECOVERY (1941)
 OQ0339
 OQ0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OQ0339'RECOVERED IN GOOD CONDITION.
 OQ0339
 OQ0339                          STATION RECOVERY (1991)
 OQ0339
 OQ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0339'0.6 KM (0.4 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OQ0339'HUMBOLDT, SET VERTICALLY IN THE NORTH FACE OF THE WEST CENTRAL
 OQ0339'ELEMENTARY SCHOOL, 16.4 M (53.8 FT) WEST OF THE NORTHEAST CORNER OF
 OQ0339'THE BUILDING, 2.6 M (8.5 FT) EAST OF THE CENTER OF THE MAIN ENTRANCE
 OQ0339'DOORS, 2.4 M (7.9 FT) EAST OF THE EXTENDED CENTER OF MAIN STREET, AND
 OQ0339'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0302 ***********************************************************************
 PS0302  DESIGNATION -  R 50
 PS0302  PID         -  PS0302
 PS0302  STATE/COUNTY-  SD/HAND
 PS0302  COUNTRY     -  US
 PS0302  USGS QUAD   -  REE HEIGHTS SE (2017)
 PS0302
 PS0302                         *CURRENT SURVEY CONTROL
 PS0302  ______________________________________________________________________
 PS0302* NAD 83(1986) POSITION- 44 31 00.61   (N) 099 06 17.66   (W)   HD_HELD1
 PS0302* NAVD 88 ORTHO HEIGHT -   511.624 (meters)     1678.55  (feet) ADJUSTED
 PS0302  ______________________________________________________________________
 PS0302  GEOID HEIGHT    -        -24.261 (meters)                     GEOID18
 PS0302  DYNAMIC HEIGHT  -        511.527 (meters)     1678.23  (feet) COMP
 PS0302  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 PS0302
 PS0302  VERT ORDER      -  SECOND    CLASS 0
 PS0302
 PS0302.The horizontal coordinates were determined by differentially corrected
 PS0302.hand held GPS observations or other comparable positioning techniques
 PS0302.and have an estimated accuracy of +/- 3 meters.
 PS0302
 PS0302.The orthometric height was determined by differential leveling and
 PS0302.adjusted by the NATIONAL GEODETIC SURVEY
 PS0302.in June 1991.
 PS0302
 PS0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0302.GEOID18 height accuracy estimate available here.
 PS0302
 PS0302.Click photographs - Photos may exist for this station.
 PS0302
 PS0302.The dynamic height is computed by dividing the NAVD 88
 PS0302.geopotential number by the normal gravity value computed on the
 PS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0302.degrees latitude (g = 980.6199 gals.).
 PS0302
 PS0302.The modeled gravity was interpolated from observed gravity values.
 PS0302
 PS0302;                    North         East    Units  Estimated Accuracy
 PS0302;SPC SD N     -    76,345.9     671,163.3     MT  (+/- 3 meters HH1 GPS) 
 PS0302
 PS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9166229284(NAD 83)
 PS0302
 PS0302                          SUPERSEDED SURVEY CONTROL
 PS0302
 PS0302  NGVD 29 (??/??/92)  511.286  (m)         1677.44   (f) ADJ UNCH    2 0
 PS0302
 PS0302.Superseded values are not recommended for survey control.
 PS0302
 PS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0302.See file dsdata.pdf to determine how the superseded data were derived.
 PS0302
 PS0302_MARKER: DB = BENCH MARK DISK
 PS0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0302_STAMPING: R 50 1934
 PS0302_MARK LOGO: CGS
 PS0302_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0302+STABILITY: SURFACE MOTION
 PS0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0302+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0302
 PS0302  HISTORY     - Date     Condition        Report By
 PS0302  HISTORY     - 1934     MONUMENTED       CGS
 PS0302  HISTORY     - 19941103 GOOD             NGS
 PS0302
 PS0302                          STATION DESCRIPTION
 PS0302
 PS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0302'5.8 MI W FROM MILLER.
 PS0302'ABOUT 5.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0302'FROM THE CITY WATER TANK AT MILLER, HAND COUNTY, ABOUT 13 POLES
 PS0302'EAST OF MILEPOST 409, AT A ROAD CROSSING, ABOUT 30 FEET WEST OF
 PS0302'THE CENTER LINE OF THE ROAD, 103 FEET SOUTH OF THE CENTER OF THE
 PS0302'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 PS0302'R 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0302
 PS0302                          STATION RECOVERY (1994)
 PS0302
 PS0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0302'10.5 KM (6.50 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0302'IN MILLER, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0302'26.7 M (87.6 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0302'EASTERN RAILROAD, 11.1 M (36.4 FT) WEST OF THE CENTER OF A TRACK ROAD,
 PS0302'0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 PS0302'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0086 ***********************************************************************
 PS0086  DESIGNATION -  R 51
 PS0086  PID         -  PS0086
 PS0086  STATE/COUNTY-  SD/BEADLE
 PS0086  COUNTRY     -  US
 PS0086  USGS QUAD   -  WOLSEY (2017)
 PS0086
 PS0086                         *CURRENT SURVEY CONTROL
 PS0086  ______________________________________________________________________
 PS0086* NAD 83(1986) POSITION- 44 24 20.     (N) 098 26 16.     (W)   SCALED
 PS0086* NAVD 88 ORTHO HEIGHT -   406.620 (meters)     1334.05  (feet) ADJUSTED
 PS0086  ______________________________________________________________________
 PS0086  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 PS0086  DYNAMIC HEIGHT  -        406.549 (meters)     1333.82  (feet) COMP
 PS0086  MODELED GRAVITY -    980,431.4   (mgal)                       NAVD 88
 PS0086
 PS0086  VERT ORDER      -  SECOND    CLASS 0
 PS0086
 PS0086.The horizontal coordinates were scaled from a map and have
 PS0086.an estimated accuracy of +/- 6 seconds.
 PS0086
 PS0086.The orthometric height was determined by differential leveling and
 PS0086.adjusted by the NATIONAL GEODETIC SURVEY
 PS0086.in June 1991.
 PS0086
 PS0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0086.GEOID18 height accuracy estimate available here.
 PS0086
 PS0086.Click photographs - Photos may exist for this station.
 PS0086
 PS0086.The dynamic height is computed by dividing the NAVD 88
 PS0086.geopotential number by the normal gravity value computed on the
 PS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0086.degrees latitude (g = 980.6199 gals.).
 PS0086
 PS0086.The modeled gravity was interpolated from observed gravity values.
 PS0086
 PS0086;                    North         East    Units  Estimated Accuracy
 PS0086;SPC SD N     -    64,790.      724,440.      MT  (+/- 180 meters Scaled)
 PS0086
 PS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ447170(NAD 83)
 PS0086
 PS0086                          SUPERSEDED SURVEY CONTROL
 PS0086
 PS0086  NGVD 29 (??/??/92)  406.322  (m)         1333.07   (f) ADJ UNCH    2 0
 PS0086
 PS0086.Superseded values are not recommended for survey control.
 PS0086
 PS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0086.See file dsdata.pdf to determine how the superseded data were derived.
 PS0086
 PS0086_MARKER: DB = BENCH MARK DISK
 PS0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0086_STAMPING: R 51 1934
 PS0086_MARK LOGO: CGS
 PS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0086+STABILITY: SURFACE MOTION
 PS0086
 PS0086  HISTORY     - Date     Condition        Report By
 PS0086  HISTORY     - 1934     MONUMENTED       CGS
 PS0086  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0086
 PS0086                          STATION DESCRIPTION
 PS0086
 PS0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0086'1.9 MI E FROM WOLSEY.
 PS0086'ABOUT 1.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0086'FROM THE POST OFFICE AT WOLSEY, BEADLE COUNTY, ABOUT 7 POLES WEST
 PS0086'OF MILEPOST 374, AT A ROAD CROSSING, 33 FEET EAST OF THE CENTER
 PS0086'LINE OF THE ROAD, ABOUT 90 FEET NORTH OF THE CENTER LINE OF THE
 PS0086'TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 10 FEET EAST OF
 PS0086'A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE
 PS0086'TRACK.  A STANDARD DISK, STAMPED R 51 1934 AND SET IN THE TOP
 PS0086'OF A CONCRETE POST.
 PS0086
 PS0086                          STATION RECOVERY (1973)
 PS0086
 PS0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0565 ***********************************************************************
 PR0565  DESIGNATION -  R 52
 PR0565  PID         -  PR0565
 PR0565  STATE/COUNTY-  SD/KINGSBURY
 PR0565  COUNTRY     -  US
 PR0565  USGS QUAD   -  MANCHESTER (2017)
 PR0565
 PR0565                         *CURRENT SURVEY CONTROL
 PR0565  ______________________________________________________________________
 PR0565* NAD 83(1986) POSITION- 44 22 06.     (N) 097 43 11.     (W)   SCALED
 PR0565* NAVD 88 ORTHO HEIGHT -   468.503 (meters)     1537.08  (feet) ADJUSTED
 PR0565  ______________________________________________________________________
 PR0565  GEOID HEIGHT    -        -25.095 (meters)                     GEOID18
 PR0565  DYNAMIC HEIGHT  -        468.417 (meters)     1536.80  (feet) COMP
 PR0565  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 PR0565
 PR0565  VERT ORDER      -  SECOND    CLASS 0
 PR0565
 PR0565.The horizontal coordinates were scaled from a map and have
 PR0565.an estimated accuracy of +/- 6 seconds.
 PR0565
 PR0565.The orthometric height was determined by differential leveling and
 PR0565.adjusted by the NATIONAL GEODETIC SURVEY
 PR0565.in June 1991.
 PR0565
 PR0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0565.GEOID18 height accuracy estimate available here.
 PR0565
 PR0565.Click photographs - Photos may exist for this station.
 PR0565
 PR0565.The dynamic height is computed by dividing the NAVD 88
 PR0565.geopotential number by the normal gravity value computed on the
 PR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0565.degrees latitude (g = 980.6199 gals.).
 PR0565
 PR0565.The modeled gravity was interpolated from observed gravity values.
 PR0565
 PR0565;                    North         East    Units  Estimated Accuracy
 PR0565;SPC SD N     -    62,010.      781,740.      MT  (+/- 180 meters Scaled)
 PR0565
 PR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ020135(NAD 83)
 PR0565
 PR0565                          SUPERSEDED SURVEY CONTROL
 PR0565
 PR0565  NGVD 29 (??/??/92)  468.226  (m)         1536.17   (f) ADJ UNCH    2 0
 PR0565
 PR0565.Superseded values are not recommended for survey control.
 PR0565
 PR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0565.See file dsdata.pdf to determine how the superseded data were derived.
 PR0565
 PR0565_MARKER: DB = BENCH MARK DISK
 PR0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0565_STAMPING: R 52 1934
 PR0565_MARK LOGO: CGS
 PR0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0565+STABILITY: SURFACE MOTION
 PR0565
 PR0565  HISTORY     - Date     Condition        Report By
 PR0565  HISTORY     - 1934     MONUMENTED       CGS
 PR0565  HISTORY     - 19940923 MARK NOT FOUND   NGS
 PR0565
 PR0565                          STATION DESCRIPTION
 PR0565
 PR0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0565'AT MANCHESTER.
 PR0565'AT MANCHESTER, KINGSBURY COUNTY, ABOUT 100 FEET EAST OF THE
 PR0565'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING,
 PR0565'54 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF
 PR0565'THE CENTER LINE OF THE TRACK, AND 4 FEET EAST OF A POLE.  A
 PR0565'STANDARD DISK, STAMPED R 52 1934 AND SET IN THE TOP OF A
 PR0565'CONCRETE POST.
 PR0565
 PR0565                          STATION RECOVERY (1994)
 PR0565
 PR0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0565'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0565'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0549 ***********************************************************************
 PR0549  DESIGNATION -  R 53
 PR0549  PID         -  PR0549
 PR0549  STATE/COUNTY-  SD/MINER
 PR0549  COUNTRY     -  US
 PR0549  USGS QUAD   -  HOWARD (2017)
 PR0549
 PR0549                         *CURRENT SURVEY CONTROL
 PR0549  ______________________________________________________________________
 PR0549* NAD 83(1986) POSITION- 44 00 29.     (N) 097 33 36.     (W)   SCALED
 PR0549* NAVD 88 ORTHO HEIGHT -   457.575 (meters)     1501.23  (feet) ADJUSTED
 PR0549  ______________________________________________________________________
 PR0549  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 PR0549  DYNAMIC HEIGHT  -        457.473 (meters)     1500.89  (feet) COMP
 PR0549  MODELED GRAVITY -    980,381.3   (mgal)                       NAVD 88
 PR0549
 PR0549  VERT ORDER      -  SECOND    CLASS 0
 PR0549
 PR0549.The horizontal coordinates were scaled from a map and have
 PR0549.an estimated accuracy of +/- 6 seconds.
 PR0549
 PR0549.The orthometric height was determined by differential leveling and
 PR0549.adjusted by the NATIONAL GEODETIC SURVEY
 PR0549.in June 1991.
 PR0549
 PR0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0549.GEOID18 height accuracy estimate available here.
 PR0549
 PR0549.Click photographs - Photos may exist for this station.
 PR0549
 PR0549.The dynamic height is computed by dividing the NAVD 88
 PR0549.geopotential number by the normal gravity value computed on the
 PR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0549.degrees latitude (g = 980.6199 gals.).
 PR0549
 PR0549.The modeled gravity was interpolated from observed gravity values.
 PR0549
 PR0549;                    North         East    Units  Estimated Accuracy
 PR0549;SPC SD S     -   189,760.      822,350.      MT  (+/- 180 meters Scaled)
 PR0549
 PR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP154737(NAD 83)
 PR0549
 PR0549                          SUPERSEDED SURVEY CONTROL
 PR0549
 PR0549  NGVD 29 (??/??/92)  457.286  (m)         1500.28   (f) ADJ UNCH    2 0
 PR0549
 PR0549.Superseded values are not recommended for survey control.
 PR0549
 PR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0549.See file dsdata.pdf to determine how the superseded data were derived.
 PR0549
 PR0549_MARKER: DB = BENCH MARK DISK
 PR0549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0549_SP_SET: CULVERT HEADWALL
 PR0549_STAMPING: R 53 1934
 PR0549_MARK LOGO: CGS
 PR0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0549+STABILITY: SURFACE MOTION
 PR0549
 PR0549  HISTORY     - Date     Condition        Report By
 PR0549  HISTORY     - 1934     MONUMENTED       CGS
 PR0549
 PR0549                          STATION DESCRIPTION
 PR0549
 PR0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0549'1.8 MI W FROM HOWARD.
 PR0549'1.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0549'PACIFIC RAILROAD FROM THE CITY WATER TANK AT HOWARD, MINER
 PR0549'COUNTY, ABOUT 9 POLES EAST OF MILEPOST 357, ABOUT 1 POLE
 PR0549'WEST OF A ONE MILE STATION SIGN, OPPOSITE CULVERT 1098, AT A
 PR0549'LARGE HIGHWAY CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 PR0549'CONCRETE HEAD WALL, AND ABOUT 7 FEET LOWER THAN THE TRACK
 PR0549'LEVEL.  A STANDARD DISK, STAMPED R 53 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0297 ***********************************************************************
 PR0297  DESIGNATION -  R 55
 PR0297  PID         -  PR0297
 PR0297  STATE/COUNTY-  SD/DEUEL
 PR0297  COUNTRY     -  US
 PR0297  USGS QUAD   -  TORONTO (2017)
 PR0297
 PR0297                         *CURRENT SURVEY CONTROL
 PR0297  ______________________________________________________________________
 PR0297* NAD 83(1986) POSITION- 44 36 59.     (N) 096 37 46.     (W)   SCALED
 PR0297* NAVD 88 ORTHO HEIGHT -   584.454 (meters)     1917.50  (feet) ADJUSTED
 PR0297  ______________________________________________________________________
 PR0297  GEOID HEIGHT    -        -25.228 (meters)                     GEOID18
 PR0297  DYNAMIC HEIGHT  -        584.358 (meters)     1917.18  (feet) COMP
 PR0297  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 PR0297
 PR0297  VERT ORDER      -  SECOND    CLASS 0
 PR0297
 PR0297.The horizontal coordinates were scaled from a map and have
 PR0297.an estimated accuracy of +/- 6 seconds.
 PR0297
 PR0297.The orthometric height was determined by differential leveling and
 PR0297.adjusted by the NATIONAL GEODETIC SURVEY
 PR0297.in June 1991.
 PR0297
 PR0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0297.GEOID18 height accuracy estimate available here.
 PR0297
 PR0297.Click photographs - Photos may exist for this station.
 PR0297
 PR0297.The dynamic height is computed by dividing the NAVD 88
 PR0297.geopotential number by the normal gravity value computed on the
 PR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0297.degrees latitude (g = 980.6199 gals.).
 PR0297
 PR0297.The modeled gravity was interpolated from observed gravity values.
 PR0297
 PR0297;                    North         East    Units  Estimated Accuracy
 PR0297;SPC SD N     -    92,580.      867,440.      MT  (+/- 180 meters Scaled)
 PR0297
 PR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ880430(NAD 83)
 PR0297
 PR0297                          SUPERSEDED SURVEY CONTROL
 PR0297
 PR0297  NGVD 29 (??/??/92)  584.188  (m)         1916.62   (f) ADJ UNCH    2 0
 PR0297
 PR0297.Superseded values are not recommended for survey control.
 PR0297
 PR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0297.See file dsdata.pdf to determine how the superseded data were derived.
 PR0297
 PR0297_MARKER: DB = BENCH MARK DISK
 PR0297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0297_SP_SET: BOX CULVERT HEADWALL
 PR0297_STAMPING: R 55 1934
 PR0297_MARK LOGO: CGS
 PR0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0297+STABILITY: SURFACE MOTION
 PR0297
 PR0297  HISTORY     - Date     Condition        Report By
 PR0297  HISTORY     - 1934     MONUMENTED       CGS
 PR0297  HISTORY     - 20020602 MARK NOT FOUND   MNDT
 PR0297
 PR0297                          STATION DESCRIPTION
 PR0297
 PR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0297'3.1 MI N FROM TORONTO.
 PR0297'ABOUT 3.1 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0297'RAILWAY FROM THE STATION AT TORONTO, DEUEL COUNTY, ABOUT 14
 PR0297'POLES NORTH OF MILEPOST 364, AT A 5-FOOT CONCRETE BOX CULVERT,
 PR0297'IN THE CENTER OF THE EAST CONCRETE HEAD WALL, AND ABOUT 2 FEET
 PR0297'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED R
 PR0297'55 1934.
 PR0297
 PR0297                          STATION RECOVERY (2002)
 PR0297
 PR0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DJS)
 PR0297'THE MARK WAS SEARCH FOR AND NOT FOUND. (DJS)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0394 ***********************************************************************
 PR0394  DESIGNATION -  R 56
 PR0394  PID         -  PR0394
 PR0394  STATE/COUNTY-  SD/CODINGTON
 PR0394  COUNTRY     -  US
 PR0394  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0394
 PR0394                         *CURRENT SURVEY CONTROL
 PR0394  ______________________________________________________________________
 PR0394* NAD 83(1986) POSITION- 44 53 38.     (N) 097 04 11.     (W)   SCALED
 PR0394* NAVD 88 ORTHO HEIGHT -   531.904 (meters)     1745.09  (feet) ADJUSTED
 PR0394  ______________________________________________________________________
 PR0394  GEOID HEIGHT    -        -25.132 (meters)                     GEOID18
 PR0394  DYNAMIC HEIGHT  -        531.826 (meters)     1744.83  (feet) COMP
 PR0394  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 PR0394
 PR0394  VERT ORDER      -  SECOND    CLASS 0
 PR0394
 PR0394.The horizontal coordinates were scaled from a map and have
 PR0394.an estimated accuracy of +/- 6 seconds.
 PR0394
 PR0394.The orthometric height was determined by differential leveling and
 PR0394.adjusted by the NATIONAL GEODETIC SURVEY
 PR0394.in June 1991.
 PR0394
 PR0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0394.GEOID18 height accuracy estimate available here.
 PR0394
 PR0394.Click photographs - Photos may exist for this station.
 PR0394
 PR0394.The dynamic height is computed by dividing the NAVD 88
 PR0394.geopotential number by the normal gravity value computed on the
 PR0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0394.degrees latitude (g = 980.6199 gals.).
 PR0394
 PR0394.The modeled gravity was interpolated from observed gravity values.
 PR0394
 PR0394;                    North         East    Units  Estimated Accuracy
 PR0394;SPC SD N     -   122,040.      831,410.      MT  (+/- 180 meters Scaled)
 PR0394
 PR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ524729(NAD 83)
 PR0394
 PR0394                          SUPERSEDED SURVEY CONTROL
 PR0394
 PR0394  NGVD 29 (??/??/92)  531.61   (m)         1744.1    (f) COMPUTED    2 0
 PR0394
 PR0394.Superseded values are not recommended for survey control.
 PR0394
 PR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0394.See file dsdata.pdf to determine how the superseded data were derived.
 PR0394
 PR0394_MARKER: DB = BENCH MARK DISK
 PR0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0394_STAMPING: R 56 1934
 PR0394_MARK LOGO: CGS
 PR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0394+STABILITY: SURFACE MOTION
 PR0394
 PR0394  HISTORY     - Date     Condition        Report By
 PR0394  HISTORY     - 1934     MONUMENTED       CGS
 PR0394
 PR0394                          STATION DESCRIPTION
 PR0394
 PR0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0394'2.2 MI E FROM WATERTOWN.
 PR0394'ABOUT 2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0394'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT
 PR0394'WATERTOWN, CODINGTON COUNTY, AT MILEPOST 317, 40 FEET NORTH OF
 PR0394'THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE
 PR0394'TRACK.  A STANDARD DISK, STAMPED R 56 1934 AND SET IN THE TOP
 PR0394'OF A CONCRETE POST.  NOTE-- SITE OF MARK IS NOW A STONE QUARRY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0378 ***********************************************************************
 PR0378  DESIGNATION -  R 56
 PR0378  PID         -  PR0378
 PR0378  STATE/COUNTY-  SD/HAMLIN
 PR0378  COUNTRY     -  US
 PR0378  USGS QUAD   -  HAZEL (2017)
 PR0378
 PR0378                         *CURRENT SURVEY CONTROL
 PR0378  ______________________________________________________________________
 PR0378* NAD 83(1986) POSITION- 44 45 05.     (N) 097 23 35.     (W)   SCALED
 PR0378* NAVD 88 ORTHO HEIGHT -   543.660 (meters)     1783.66  (feet) ADJUSTED
 PR0378  ______________________________________________________________________
 PR0378  GEOID HEIGHT    -        -24.840 (meters)                     GEOID18
 PR0378  DYNAMIC HEIGHT  -        543.576 (meters)     1783.38  (feet) COMP
 PR0378  MODELED GRAVITY -    980,445.5   (mgal)                       NAVD 88
 PR0378
 PR0378  VERT ORDER      -  SECOND    CLASS 0
 PR0378
 PR0378.The horizontal coordinates were scaled from a map and have
 PR0378.an estimated accuracy of +/- 6 seconds.
 PR0378
 PR0378.The orthometric height was determined by differential leveling and
 PR0378.adjusted by the NATIONAL GEODETIC SURVEY
 PR0378.in June 1991.
 PR0378
 PR0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0378.GEOID18 height accuracy estimate available here.
 PR0378
 PR0378.Click photographs - Photos may exist for this station.
 PR0378
 PR0378.The dynamic height is computed by dividing the NAVD 88
 PR0378.geopotential number by the normal gravity value computed on the
 PR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0378.degrees latitude (g = 980.6199 gals.).
 PR0378
 PR0378.The modeled gravity was interpolated from observed gravity values.
 PR0378
 PR0378;                    North         East    Units  Estimated Accuracy
 PR0378;SPC SD N     -   105,340.      806,390.      MT  (+/- 180 meters Scaled)
 PR0378
 PR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ271565(NAD 83)
 PR0378
 PR0378                          SUPERSEDED SURVEY CONTROL
 PR0378
 PR0378  NGVD 29 (??/??/92)  543.374  (m)         1782.72   (f) ADJ UNCH    2 0
 PR0378
 PR0378.Superseded values are not recommended for survey control.
 PR0378
 PR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0378.See file dsdata.pdf to determine how the superseded data were derived.
 PR0378
 PR0378_MARKER: DB = BENCH MARK DISK
 PR0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0378_STAMPING: R 56 1934
 PR0378_MARK LOGO: CGS
 PR0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0378+STABILITY: SURFACE MOTION
 PR0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0378+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 PR0378
 PR0378  HISTORY     - Date     Condition        Report By
 PR0378  HISTORY     - 1934     MONUMENTED       CGS
 PR0378  HISTORY     - 20010827 GOOD             USGS
 PR0378
 PR0378                          STATION DESCRIPTION
 PR0378
 PR0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0378'0.9 MI SW FROM HAZEL.
 PR0378'0.9 MILE SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 PR0378'STATION AT HAZEL, HAMLIN COUNTY, 0.2 MILE SOUTHWEST OF A ROAD
 PR0378'CROSSING, AT THE NORTHEAST END OF A 750-FOOT FILL, 48 FEET
 PR0378'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 PR0378'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED R 56 1934 AND
 PR0378'SET IN THE TOP OF A CONCRETE POST.
 PR0378
 PR0378                          STATION RECOVERY (2001)
 PR0378
 PR0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (RT)
 PR0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0269 ***********************************************************************
 QQ0269  DESIGNATION -  R 57
 QQ0269  PID         -  QQ0269
 QQ0269  STATE/COUNTY-  SD/DAY
 QQ0269  COUNTRY     -  US
 QQ0269  USGS QUAD   -  LILY (2017)
 QQ0269
 QQ0269                         *CURRENT SURVEY CONTROL
 QQ0269  ______________________________________________________________________
 QQ0269* NAD 83(1986) POSITION- 45 10 58.     (N) 097 40 54.     (W)   SCALED
 QQ0269* NAVD 88 ORTHO HEIGHT -   562.781 (meters)     1846.39  (feet) ADJUSTED
 QQ0269  ______________________________________________________________________
 QQ0269  GEOID HEIGHT    -        -24.738 (meters)                     GEOID18
 QQ0269  DYNAMIC HEIGHT  -        562.712 (meters)     1846.16  (feet) COMP
 QQ0269  MODELED GRAVITY -    980,474.9   (mgal)                       NAVD 88
 QQ0269
 QQ0269  VERT ORDER      -  SECOND    CLASS 0
 QQ0269
 QQ0269.The horizontal coordinates were scaled from a map and have
 QQ0269.an estimated accuracy of +/- 6 seconds.
 QQ0269
 QQ0269.The orthometric height was determined by differential leveling and
 QQ0269.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0269.in June 1991.
 QQ0269
 QQ0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0269.GEOID18 height accuracy estimate available here.
 QQ0269
 QQ0269.Click photographs - Photos may exist for this station.
 QQ0269
 QQ0269.The dynamic height is computed by dividing the NAVD 88
 QQ0269.geopotential number by the normal gravity value computed on the
 QQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0269.degrees latitude (g = 980.6199 gals.).
 QQ0269
 QQ0269.The modeled gravity was interpolated from observed gravity values.
 QQ0269
 QQ0269;                    North         East    Units  Estimated Accuracy
 QQ0269;SPC SD N     -   152,560.      782,180.      MT  (+/- 180 meters Scaled)
 QQ0269
 QQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR035041(NAD 83)
 QQ0269
 QQ0269                          SUPERSEDED SURVEY CONTROL
 QQ0269
 QQ0269  NGVD 29 (??/??/92)  562.472  (m)         1845.38   (f) ADJ UNCH    2 0
 QQ0269
 QQ0269.Superseded values are not recommended for survey control.
 QQ0269
 QQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0269.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0269
 QQ0269_MARKER: DB = BENCH MARK DISK
 QQ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0269_STAMPING: R 57 1934
 QQ0269_MARK LOGO: CGS
 QQ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0269+STABILITY: SURFACE MOTION
 QQ0269
 QQ0269  HISTORY     - Date     Condition        Report By
 QQ0269  HISTORY     - 1934     MONUMENTED       CGS
 QQ0269
 QQ0269                          STATION DESCRIPTION
 QQ0269
 QQ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0269'AT LILY.
 QQ0269'AT LILY, DAY COUNTY, ABOUT 200 FEET NORTHWEST OF THE CHICAGO,
 QQ0269'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 33 FEET
 QQ0269'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 QQ0269'LOWER THAN THE TRACK.  A STANDRAD DISK, STAMPED R 57 1934 AND
 QQ0269'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0630 ***********************************************************************
 PR0630  DESIGNATION -  R 58
 PR0630  PID         -  PR0630
 PR0630  STATE/COUNTY-  SD/CLARK
 PR0630  COUNTRY     -  US
 PR0630  USGS QUAD   -  RAYMOND (2017)
 PR0630
 PR0630                         *CURRENT SURVEY CONTROL
 PR0630  ______________________________________________________________________
 PR0630* NAD 83(1986) POSITION- 44 54 23.     (N) 097 58 36.     (W)   SCALED
 PR0630* NAVD 88 ORTHO HEIGHT -   434.445 (meters)     1425.34  (feet) ADJUSTED
 PR0630  ______________________________________________________________________
 PR0630  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 PR0630  DYNAMIC HEIGHT  -        434.395 (meters)     1425.18  (feet) COMP
 PR0630  MODELED GRAVITY -    980,489.3   (mgal)                       NAVD 88
 PR0630
 PR0630  VERT ORDER      -  SECOND    CLASS 0
 PR0630
 PR0630.The horizontal coordinates were scaled from a map and have
 PR0630.an estimated accuracy of +/- 6 seconds.
 PR0630
 PR0630.The orthometric height was determined by differential leveling and
 PR0630.adjusted by the NATIONAL GEODETIC SURVEY
 PR0630.in June 1991.
 PR0630
 PR0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0630.GEOID18 height accuracy estimate available here.
 PR0630
 PR0630.Click photographs - Photos may exist for this station.
 PR0630
 PR0630.The dynamic height is computed by dividing the NAVD 88
 PR0630.geopotential number by the normal gravity value computed on the
 PR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0630.degrees latitude (g = 980.6199 gals.).
 PR0630
 PR0630.The modeled gravity was interpolated from observed gravity values.
 PR0630
 PR0630;                    North         East    Units  Estimated Accuracy
 PR0630;SPC SD N     -   121,240.      759,770.      MT  (+/- 180 meters Scaled)
 PR0630
 PR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ807730(NAD 83)
 PR0630
 PR0630                          SUPERSEDED SURVEY CONTROL
 PR0630
 PR0630  NGVD 29 (??/??/92)  434.166  (m)         1424.43   (f) ADJ UNCH    2 0
 PR0630
 PR0630.Superseded values are not recommended for survey control.
 PR0630
 PR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0630.See file dsdata.pdf to determine how the superseded data were derived.
 PR0630
 PR0630_MARKER: DB = BENCH MARK DISK
 PR0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0630_STAMPING: R 58 1934
 PR0630_MARK LOGO: CGS
 PR0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0630+STABILITY: SURFACE MOTION
 PR0630
 PR0630  HISTORY     - Date     Condition        Report By
 PR0630  HISTORY     - 1934     MONUMENTED       CGS
 PR0630  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0630
 PR0630                          STATION DESCRIPTION
 PR0630
 PR0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0630'2.2 MI W FROM RAYMOND.
 PR0630'IN SPINK COUNTY, 2.2 MILES WEST ALONG THE CHICAGO AND NORTH
 PR0630'WESTERN RAILWAY FROM THE CITY SCHOOL AT RAYMOND, CLARK COUNTY,
 PR0630'90 FEET EAST OF CULVERT D 440, 35 FEET NORTH OF THE CENTERLINE
 PR0630'OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE TOP OF THE
 PR0630'RAIL.  A STANDARD DISK STAMPED R 58 1934 AND SET IN THE TOP
 PR0630'OF A CONCRETE POST.
 PR0630
 PR0630                          STATION RECOVERY (1973)
 PR0630
 PR0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0070 ***********************************************************************
 QR0070  DESIGNATION -  R 59
 QR0070  PID         -  QR0070
 QR0070  STATE/COUNTY-  SD/SPINK
 QR0070  COUNTRY     -  US
 QR0070  USGS QUAD   -  GALLUP (2017)
 QR0070
 QR0070                         *CURRENT SURVEY CONTROL
 QR0070  ______________________________________________________________________
 QR0070* NAD 83(1986) POSITION- 45 01 05.66   (N) 098 29 43.54   (W)   HD_HELD1
 QR0070* NAVD 88 ORTHO HEIGHT -   394.887 (meters)     1295.56  (feet) ADJUSTED
 QR0070  ______________________________________________________________________
 QR0070  GEOID HEIGHT    -        -24.332 (meters)                     GEOID18
 QR0070  DYNAMIC HEIGHT  -        394.846 (meters)     1295.42  (feet) COMP
 QR0070  MODELED GRAVITY -    980,502.6   (mgal)                       NAVD 88
 QR0070
 QR0070  VERT ORDER      -  SECOND    CLASS 0
 QR0070
 QR0070.The horizontal coordinates were determined by differentially corrected
 QR0070.hand held GPS observations or other comparable positioning techniques
 QR0070.and have an estimated accuracy of +/- 3 meters.
 QR0070
 QR0070.The orthometric height was determined by differential leveling and
 QR0070.adjusted by the NATIONAL GEODETIC SURVEY
 QR0070.in June 1991.
 QR0070
 QR0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0070.GEOID18 height accuracy estimate available here.
 QR0070
 QR0070.Click photographs - Photos may exist for this station.
 QR0070
 QR0070.The dynamic height is computed by dividing the NAVD 88
 QR0070.geopotential number by the normal gravity value computed on the
 QR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0070.degrees latitude (g = 980.6199 gals.).
 QR0070
 QR0070.The modeled gravity was interpolated from observed gravity values.
 QR0070
 QR0070;                    North         East    Units  Estimated Accuracy
 QR0070;SPC SD N     -   132,771.4     718,579.1     MT  (+/- 3 meters HH1 GPS) 
 QR0070
 QR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3975585100(NAD 83)
 QR0070
 QR0070                          SUPERSEDED SURVEY CONTROL
 QR0070
 QR0070  NGVD 29 (??/??/92)  394.595  (m)         1294.60   (f) ADJ UNCH    2 0
 QR0070
 QR0070.Superseded values are not recommended for survey control.
 QR0070
 QR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0070.See file dsdata.pdf to determine how the superseded data were derived.
 QR0070
 QR0070_MARKER: DB = BENCH MARK DISK
 QR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0070_STAMPING: R 59 1934
 QR0070_MARK LOGO: CGS
 QR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0070+STABILITY: SURFACE MOTION
 QR0070
 QR0070  HISTORY     - Date     Condition        Report By
 QR0070  HISTORY     - 1934     MONUMENTED       CGS
 QR0070
 QR0070                          STATION DESCRIPTION
 QR0070
 QR0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0070'1.7 MI N FROM ASHTON.
 QR0070'1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0070'PACIFIC RAILWAY FROM THE CITY WATER TANK AT ASHTON, SPINK
 QR0070'COUNTY, ABOUT 15 POLES NORTH OF MILEPOST 97, 48 FEET EAST OF THE
 QR0070'CENTER LINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A
 QR0070'STANDARD DISK, STAMPED R 59 1934 AND SET IN THE TOP OF A
 QR0070'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0003 ***********************************************************************
 OR0003  DESIGNATION -  R 6
 OR0003  PID         -  OR0003
 OR0003  STATE/COUNTY-  SD/DAVISON
 OR0003  COUNTRY     -  US
 OR0003  USGS QUAD   -  MITCHELL (2017)
 OR0003
 OR0003                         *CURRENT SURVEY CONTROL
 OR0003  ______________________________________________________________________
 OR0003* NAD 83(1986) POSITION- 43 42 49.1    (N) 098 01 28.5    (W)   HD_HELD2
 OR0003* NAVD 88 ORTHO HEIGHT -   399.501 (meters)     1310.70  (feet) ADJUSTED
 OR0003  ______________________________________________________________________
 OR0003  GEOID HEIGHT    -        -26.150 (meters)                     GEOID18
 OR0003  DYNAMIC HEIGHT  -        399.402 (meters)     1310.37  (feet) COMP
 OR0003  MODELED GRAVITY -    980,360.5   (mgal)                       NAVD 88
 OR0003
 OR0003  VERT ORDER      -  FIRST     CLASS II
 OR0003
 OR0003.The horizontal coordinates were established by autonomous hand held GPS
 OR0003.observations and have an estimated accuracy of +/- 10 meters.
 OR0003
 OR0003.The orthometric height was determined by differential leveling and
 OR0003.adjusted by the NATIONAL GEODETIC SURVEY
 OR0003.in September 1993.
 OR0003
 OR0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0003.GEOID18 height accuracy estimate available here.
 OR0003
 OR0003.Click photographs - Photos may exist for this station.
 OR0003
 OR0003.The dynamic height is computed by dividing the NAVD 88
 OR0003.geopotential number by the normal gravity value computed on the
 OR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0003.degrees latitude (g = 980.6199 gals.).
 OR0003
 OR0003.The modeled gravity was interpolated from observed gravity values.
 OR0003
 OR0003;                    North         East    Units  Estimated Accuracy
 OR0003;SPC SD S     -   155,926.      786,023.      MT  (+/- 10 meters HH2 GPS)
 OR0003
 OR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7857840530(NAD 83)
 OR0003
 OR0003                          SUPERSEDED SURVEY CONTROL
 OR0003
 OR0003  NAVD 88 (06/15/91)  399.508  (m)         1310.72   (f) SUPERSEDED  1 2
 OR0003  NGVD 29 (??/??/92)  399.212  (m)         1309.75   (f) ADJ UNCH    1 2
 OR0003
 OR0003.Superseded values are not recommended for survey control.
 OR0003
 OR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0003.See file dsdata.pdf to determine how the superseded data were derived.
 OR0003
 OR0003_MARKER: DB = BENCH MARK DISK
 OR0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0003_SP_SET: DOOR SILL
 OR0003_STAMPING: R 6 1925
 OR0003_MARK LOGO: CGS
 OR0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0003+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2017
 OR0003
 OR0003  HISTORY     - Date     Condition        Report By
 OR0003  HISTORY     - 1925     MONUMENTED       CGS
 OR0003  HISTORY     - 1935     GOOD             CGS
 OR0003  HISTORY     - 19910622 GOOD             NGS
 OR0003  HISTORY     - 19950630 GOOD             NGS
 OR0003  HISTORY     - 20080904 GOOD             GEOCAC
 OR0003  HISTORY     - 20120123 GOOD             INDIV
 OR0003  HISTORY     - 20170726 GOOD             NGS
 OR0003
 OR0003                          STATION DESCRIPTION
 OR0003
 OR0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0003'AT MITCHELL.
 OR0003'AT MITCHELL, DAVISON COUNTY, AT THE NORTHWEST CORNER OF THE
 OR0003'INTERSECTION OF LAWLER STREET AND EAST FIFTH AVENE, AT THE
 OR0003'SOUTH SIDE OF THE MASONIC TEMPLE, 3.6 FEET EAST OF THE CENTER
 OR0003'OF THE ENTRANCE, AND IN THE FACE OF THE CONCRETE DOOR SILL.  A
 OR0003'STANDARD DISK, STAMPED R 6 1925 AND SET VERTICALLY.
 OR0003
 OR0003                          STATION RECOVERY (1935)
 OR0003
 OR0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0003'RECOVERED IN GOOD CONDITION.
 OR0003
 OR0003                          STATION RECOVERY (1991)
 OR0003
 OR0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0003'IN MITCHELL, AT THE INTERSECTION OF NORTH LAWYER STREET AND EAST 5TH
 OR0003'AVENUE, SET VERTICALLY IN THE EAST END OF THE DOOR SILL AT THE SOUTH
 OR0003'ENTRANCE TO THE MASONIC TEMPLE, 30.6 M (100.4 FT) WEST OF THE CENTER
 OR0003'OF THE STREET, 12.6 M (41.3 FT) NORTH OF THE CENTER OF THE AVENUE,
 OR0003'1.1 M (3.6 FT) EAST OF THE CENTER OF THE ENTRANCE TO THE BUILDING,
 OR0003'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 OR0003
 OR0003                          STATION RECOVERY (1995)
 OR0003
 OR0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0003'IN MITCHELL, AT THE INTERSECTION OF NORTH LAWLER STREET AND EAST 5TH
 OR0003'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE DOOR SILL AT THE SOUTH
 OR0003'ENTRANCE TO THE MASONIC TEMPLE, 30.6 M (100.4 FT) WEST OF THE STREET
 OR0003'CENTER, 12.6 M (41.3 FT) NORTH OF THE AVENUE CENTER, 1.1 M (3.6 FT)
 OR0003'EAST OF THE CENTER OF THE DOOR, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 OR0003'THE AVENUE.
 OR0003
 OR0003                          STATION RECOVERY (2008)
 OR0003
 OR0003'RECOVERY NOTE BY GEOCACHING 2008 (CPB)
 OR0003'RECOVERED IN GOOD CONDITION.
 OR0003
 OR0003                          STATION RECOVERY (2012)
 OR0003
 OR0003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0003'RECOVERED IN GOOD CONDITION.
 OR0003
 OR0003                          STATION RECOVERY (2017)
 OR0003
 OR0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (DAZ)
 OR0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0002 ***********************************************************************
 QR0002  DESIGNATION -  R 60
 QR0002  PID         -  QR0002
 QR0002  STATE/COUNTY-  SD/BROWN
 QR0002  COUNTRY     -  US
 QR0002  USGS QUAD   -  ORDWAY (2017)
 QR0002
 QR0002                         *CURRENT SURVEY CONTROL
 QR0002  ______________________________________________________________________
 QR0002* NAD 83(1986) POSITION- 45 31 02.     (N) 098 26 42.     (W)   SCALED
 QR0002* NAVD 88 ORTHO HEIGHT -   396.636 (meters)     1301.30  (feet) ADJUSTED
 QR0002  ______________________________________________________________________
 QR0002  GEOID HEIGHT    -        -24.534 (meters)                     GEOID18
 QR0002  DYNAMIC HEIGHT  -        396.607 (meters)     1301.20  (feet) COMP
 QR0002  MODELED GRAVITY -    980,532.0   (mgal)                       NAVD 88
 QR0002
 QR0002  VERT ORDER      -  FIRST     CLASS II
 QR0002
 QR0002.The horizontal coordinates were scaled from a map and have
 QR0002.an estimated accuracy of +/- 6 seconds.
 QR0002
 QR0002.The orthometric height was determined by differential leveling and
 QR0002.adjusted by the NATIONAL GEODETIC SURVEY
 QR0002.in June 1991.
 QR0002
 QR0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0002.GEOID18 height accuracy estimate available here.
 QR0002
 QR0002.Click photographs - Photos may exist for this station.
 QR0002
 QR0002.The dynamic height is computed by dividing the NAVD 88
 QR0002.geopotential number by the normal gravity value computed on the
 QR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0002.degrees latitude (g = 980.6199 gals.).
 QR0002
 QR0002.The modeled gravity was interpolated from observed gravity values.
 QR0002
 QR0002;                    North         East    Units  Estimated Accuracy
 QR0002;SPC SD N     -   188,290.      721,490.      MT  (+/- 180 meters Scaled)
 QR0002
 QR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR433405(NAD 83)
 QR0002
 QR0002                          SUPERSEDED SURVEY CONTROL
 QR0002
 QR0002  NGVD 29 (??/??/92)  396.336  (m)         1300.31   (f) ADJ UNCH    1 2
 QR0002
 QR0002.Superseded values are not recommended for survey control.
 QR0002
 QR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0002.See file dsdata.pdf to determine how the superseded data were derived.
 QR0002
 QR0002_MARKER: DB = BENCH MARK DISK
 QR0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0002_STAMPING: R 60 1934
 QR0002_MARK LOGO: CGS
 QR0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0002+STABILITY: SURFACE MOTION
 QR0002
 QR0002  HISTORY     - Date     Condition        Report By
 QR0002  HISTORY     - 1934     MONUMENTED       CGS
 QR0002
 QR0002                          STATION DESCRIPTION
 QR0002
 QR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0002'4.7 MI NE FROM ABERDEEN.
 QR0002'4.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0002'FROM THE MUNICIPAL BUILDING AT ABERDEEN, BROWN COUNTY, ABOUT 19
 QR0002'POLES SOUTH OF MILEPOST 87, AT A ROAD CROSSING, ABOUT 60 FEET
 QR0002'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 50 FEET EAST OF THE
 QR0002'CENTER LINE OF THE TRACK, 4 FEET NORTH OF A POLE, AND ABOUT 1
 QR0002'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 60 1934 AND
 QR0002'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0300 ***********************************************************************
 QQ0300  DESIGNATION -  R 61
 QQ0300  PID         -  QQ0300
 QQ0300  STATE/COUNTY-  SD/MARSHALL
 QQ0300  COUNTRY     -  US
 QQ0300  USGS QUAD   -  KIDDER (2017)
 QQ0300
 QQ0300                         *CURRENT SURVEY CONTROL
 QQ0300  ______________________________________________________________________
 QQ0300* NAD 83(1986) POSITION- 45 54 31.     (N) 097 40 29.     (W)   SCALED
 QQ0300* NAVD 88 ORTHO HEIGHT -   391.532 (meters)     1284.55  (feet) ADJUSTED
 QQ0300  ______________________________________________________________________
 QQ0300  GEOID HEIGHT    -        -25.564 (meters)                     GEOID18
 QQ0300  DYNAMIC HEIGHT  -        391.515 (meters)     1284.50  (feet) COMP
 QQ0300  MODELED GRAVITY -    980,561.5   (mgal)                       NAVD 88
 QQ0300
 QQ0300  VERT ORDER      -  SECOND    CLASS 0
 QQ0300
 QQ0300.The horizontal coordinates were scaled from a map and have
 QQ0300.an estimated accuracy of +/- 6 seconds.
 QQ0300
 QQ0300.The orthometric height was determined by differential leveling and
 QQ0300.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0300.in June 1991.
 QQ0300
 QQ0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0300.GEOID18 height accuracy estimate available here.
 QQ0300
 QQ0300.Click photographs - Photos may exist for this station.
 QQ0300
 QQ0300.The dynamic height is computed by dividing the NAVD 88
 QQ0300.geopotential number by the normal gravity value computed on the
 QQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0300.degrees latitude (g = 980.6199 gals.).
 QQ0300
 QQ0300.The modeled gravity was interpolated from observed gravity values.
 QQ0300
 QQ0300;                    North         East    Units  Estimated Accuracy
 QQ0300;SPC SD N     -   233,220.      780,400.      MT  (+/- 180 meters Scaled)
 QQ0300
 QQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR027847(NAD 83)
 QQ0300
 QQ0300                          SUPERSEDED SURVEY CONTROL
 QQ0300
 QQ0300  NGVD 29 (??/??/92)  391.249  (m)         1283.62   (f) ADJ UNCH    2 0
 QQ0300
 QQ0300.Superseded values are not recommended for survey control.
 QQ0300
 QQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0300.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0300
 QQ0300_MARKER: DB = BENCH MARK DISK
 QQ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0300_STAMPING: R 61 1934
 QQ0300_MARK LOGO: CGS
 QQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0300+STABILITY: SURFACE MOTION
 QQ0300
 QQ0300  HISTORY     - Date     Condition        Report By
 QQ0300  HISTORY     - 1934     MONUMENTED       CGS
 QQ0300
 QQ0300                          STATION DESCRIPTION
 QQ0300
 QQ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0300'2.6 MI N FROM KIDDER.
 QQ0300'2.6 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 QQ0300'AT KIDDER, MARSHALL COUNTY, ACROSS THE TRACK FROM MILEPOST 68,
 QQ0300'ABOUT 50 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 4
 QQ0300'FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED R 61 1934
 QQ0300'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0176 ***********************************************************************
 QQ0176  DESIGNATION -  R 62
 QQ0176  PID         -  QQ0176
 QQ0176  STATE/COUNTY-  SD/MARSHALL
 QQ0176  COUNTRY     -  US
 QQ0176  USGS QUAD   -  SOUTH RED IRON LAKE (2017)
 QQ0176
 QQ0176                         *CURRENT SURVEY CONTROL
 QQ0176  ______________________________________________________________________
 QQ0176* NAD 83(1986) POSITION- 45 39 40.     (N) 097 17 53.     (W)   SCALED
 QQ0176* NAVD 88 ORTHO HEIGHT -   562.158 (meters)     1844.35  (feet) ADJUSTED
 QQ0176  ______________________________________________________________________
 QQ0176  GEOID HEIGHT    -        -25.339 (meters)                     GEOID18
 QQ0176  DYNAMIC HEIGHT  -        562.108 (meters)     1844.18  (feet) COMP
 QQ0176  MODELED GRAVITY -    980,508.9   (mgal)                       NAVD 88
 QQ0176
 QQ0176  VERT ORDER      -  SECOND    CLASS 0
 QQ0176
 QQ0176.The horizontal coordinates were scaled from a map and have
 QQ0176.an estimated accuracy of +/- 6 seconds.
 QQ0176
 QQ0176.The orthometric height was determined by differential leveling and
 QQ0176.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0176.in June 1991.
 QQ0176
 QQ0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0176.GEOID18 height accuracy estimate available here.
 QQ0176
 QQ0176.Click photographs - Photos may exist for this station.
 QQ0176
 QQ0176.The dynamic height is computed by dividing the NAVD 88
 QQ0176.geopotential number by the normal gravity value computed on the
 QQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0176.degrees latitude (g = 980.6199 gals.).
 QQ0176
 QQ0176.The modeled gravity was interpolated from observed gravity values.
 QQ0176
 QQ0176;                    North         East    Units  Estimated Accuracy
 QQ0176;SPC SD N     -   206,630.      810,540.      MT  (+/- 180 meters Scaled)
 QQ0176
 QQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR325578(NAD 83)
 QQ0176
 QQ0176                          SUPERSEDED SURVEY CONTROL
 QQ0176
 QQ0176  NGVD 29 (??/??/92)  561.883  (m)         1843.44   (f) ADJ UNCH    2 0
 QQ0176
 QQ0176.Superseded values are not recommended for survey control.
 QQ0176
 QQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0176.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0176
 QQ0176_MARKER: DB = BENCH MARK DISK
 QQ0176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0176_SP_SET: BOX CULVERT HEADWALL
 QQ0176_STAMPING: R 62 1934
 QQ0176_MARK LOGO: CGS
 QQ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0176+STABILITY: SURFACE MOTION
 QQ0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0176+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2025
 QQ0176
 QQ0176  HISTORY     - Date     Condition        Report By
 QQ0176  HISTORY     - 1934     MONUMENTED       CGS
 QQ0176  HISTORY     - 1970     GOOD             USGS
 QQ0176  HISTORY     - 20250331 GOOD             LOCSUR
 QQ0176
 QQ0176                          STATION DESCRIPTION
 QQ0176
 QQ0176'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QQ0176'10.2 MI SE FROM LAKE CITY.
 QQ0176'LAKE CITY 4.7 MILES SOUTH, 5.5 MILES EAST OF, 12.5 MILES WEST
 QQ0176'OF SISSETON, T 126 N, R 54 W, NEAR 1/4 COR SECS 28 - 33, ABOUT
 QQ0176'0.25 MILES WEST OF A T-ROAD SOUTH, OF A 4 FOOT CONCRETE BOX
 QQ0176'CULVERT ON OLD HWY 10, SET IN THE CENTER OF THE SW HEADWALL
 QQ0176'AND ABOUT 2 FEET ABOVE THE ROAD, A STD DISK STAMPED R 62 1934.
 QQ0176
 QQ0176                          STATION RECOVERY (2025)
 QQ0176
 QQ0176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (GSK)
 QQ0176'MARK WAS FOUND IN THE CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE
 QQ0176'CULVERT.  SEE RECOVERY NOTE FROM 1970 TO GET TO LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0365 ***********************************************************************
 QS0365  DESIGNATION -  R 63
 QS0365  PID         -  QS0365
 QS0365  STATE/COUNTY-  SD/CORSON
 QS0365  COUNTRY     -  US
 QS0365  USGS QUAD   -  MCLAUGHLIN NE (2017)
 QS0365
 QS0365                         *CURRENT SURVEY CONTROL
 QS0365  ______________________________________________________________________
 QS0365* NAD 83(1986) POSITION- 45 53 26.     (N) 100 52 22.     (W)   SCALED
 QS0365* NAVD 88 ORTHO HEIGHT -   626.821 (meters)     2056.50  (feet) ADJUSTED
 QS0365  ______________________________________________________________________
 QS0365  GEOID HEIGHT    -        -21.064 (meters)                     GEOID18
 QS0365  DYNAMIC HEIGHT  -        626.768 (meters)     2056.32  (feet) COMP
 QS0365  MODELED GRAVITY -    980,509.7   (mgal)                       NAVD 88
 QS0365
 QS0365  VERT ORDER      -  SECOND    CLASS 0
 QS0365
 QS0365.The horizontal coordinates were scaled from a map and have
 QS0365.an estimated accuracy of +/- 6 seconds.
 QS0365
 QS0365.The orthometric height was determined by differential leveling and
 QS0365.adjusted by the NATIONAL GEODETIC SURVEY
 QS0365.in June 1991.
 QS0365
 QS0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0365.GEOID18 height accuracy estimate available here.
 QS0365
 QS0365.Click photographs - Photos may exist for this station.
 QS0365
 QS0365.The dynamic height is computed by dividing the NAVD 88
 QS0365.geopotential number by the normal gravity value computed on the
 QS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0365.degrees latitude (g = 980.6199 gals.).
 QS0365
 QS0365.The modeled gravity was interpolated from observed gravity values.
 QS0365
 QS0365;                    North         East    Units  Estimated Accuracy
 QS0365;SPC SD N     -   228,980.      532,260.      MT  (+/- 180 meters Scaled)
 QS0365
 QS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR547835(NAD 83)
 QS0365
 QS0365                          SUPERSEDED SURVEY CONTROL
 QS0365
 QS0365  NGVD 29 (??/??/92)  626.396  (m)         2055.10   (f) ADJ UNCH    2 0
 QS0365
 QS0365.Superseded values are not recommended for survey control.
 QS0365
 QS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0365.See file dsdata.pdf to determine how the superseded data were derived.
 QS0365
 QS0365_MARKER: DB = BENCH MARK DISK
 QS0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0365_STAMPING: R 63 1934
 QS0365_MARK LOGO: CGS
 QS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0365+STABILITY: SURFACE MOTION
 QS0365
 QS0365  HISTORY     - Date     Condition        Report By
 QS0365  HISTORY     - 1934     MONUMENTED       CGS
 QS0365  HISTORY     - 1945     GOOD             CGS
 QS0365
 QS0365                          STATION DESCRIPTION
 QS0365
 QS0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0365'2.6 MI S FROM MAPLE LEAF.
 QS0365'2.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0365'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON COUNTY, 17 POLES
 QS0365'SOUTH OF MILEPOST 7, AT A ROAD CROSSING, 40 FEET SOUTH OF THE
 QS0365'CENTER LINE OF THE ROAD, 39 FEET WEST OF THE CENTER LINE OF THE
 QS0365'TRACK, 4 FEET SOUTHEAST OF A POLE, AND 2 FEET LOWER THAN THE
 QS0365'TRACKS.  A STNADARD DISK, STAMPED R 63 1934 AND SET IN THE TOP
 QS0365'OF A CONCRETE POST.
 QS0365
 QS0365                          STATION RECOVERY (1945)
 QS0365
 QS0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0363 ***********************************************************************
 QR0363  DESIGNATION -  R 66
 QR0363  PID         -  QR0363
 QR0363  STATE/COUNTY-  SD/CAMPBELL
 QR0363  COUNTRY     -  US
 QR0363  USGS QUAD   -  ZEELAND (2018)
 QR0363
 QR0363                         *CURRENT SURVEY CONTROL
 QR0363  ______________________________________________________________________
 QR0363* NAD 83(1986) POSITION- 45 52 41.     (N) 099 51 00.     (W)   SCALED
 QR0363* NAVD 88 ORTHO HEIGHT -   551.339 (meters)     1808.85  (feet) ADJUSTED
 QR0363  ______________________________________________________________________
 QR0363  GEOID HEIGHT    -        -22.347 (meters)                     GEOID18
 QR0363  DYNAMIC HEIGHT  -        551.310 (meters)     1808.76  (feet) COMP
 QR0363  MODELED GRAVITY -    980,545.6   (mgal)                       NAVD 88
 QR0363
 QR0363  VERT ORDER      -  SECOND    CLASS 0
 QR0363
 QR0363.The horizontal coordinates were scaled from a map and have
 QR0363.an estimated accuracy of +/- 6 seconds.
 QR0363
 QR0363.The orthometric height was determined by differential leveling and
 QR0363.adjusted by the NATIONAL GEODETIC SURVEY
 QR0363.in June 1991.
 QR0363
 QR0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0363.GEOID18 height accuracy estimate available here.
 QR0363
 QR0363.Click photographs - Photos may exist for this station.
 QR0363
 QR0363.The dynamic height is computed by dividing the NAVD 88
 QR0363.geopotential number by the normal gravity value computed on the
 QR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0363.degrees latitude (g = 980.6199 gals.).
 QR0363
 QR0363.The modeled gravity was interpolated from observed gravity values.
 QR0363
 QR0363;                    North         East    Units  Estimated Accuracy
 QR0363;SPC SD N     -   227,240.      611,650.      MT  (+/- 180 meters Scaled)
 QR0363
 QR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR340808(NAD 83)
 QR0363
 QR0363                          SUPERSEDED SURVEY CONTROL
 QR0363
 QR0363  NGVD 29 (??/??/92)  550.941  (m)         1807.55   (f) ADJ UNCH    2 0
 QR0363
 QR0363.Superseded values are not recommended for survey control.
 QR0363
 QR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0363.See file dsdata.pdf to determine how the superseded data were derived.
 QR0363
 QR0363_MARKER: DB = BENCH MARK DISK
 QR0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0363_STAMPING: R 66 1934
 QR0363_MARK LOGO: CGS
 QR0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0363+STABILITY: SURFACE MOTION
 QR0363
 QR0363  HISTORY     - Date     Condition        Report By
 QR0363  HISTORY     - 1934     MONUMENTED       CGS
 QR0363
 QR0363                          STATION DESCRIPTION
 QR0363
 QR0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0363'2.1 MI SW FROM ARTAS.
 QR0363'ABOUT 2.1 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QR0363'STE. MARIE RAILWAY FROM THE STATION AT ARTAS, CAMPBELL COUNTY,
 QR0363'OPPOSITE MILEPOST 387, ABOUT 144.3 FEET NORTHEAST OF THE CENTER
 QR0363'OF A PRIVATE-ROAD CROSSING, 43.2 FEET SOUTHEAST OF THE
 QR0363'SOUTHEAST RAIL, 0.6 FOOT SOUTH OF A WHITE POST, AND ABOUT 3
 QR0363'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 66 1934
 QR0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 QR0363'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0305 ***********************************************************************
 QS0305  DESIGNATION -  R 69
 QS0305  PID         -  QS0305
 QS0305  STATE/COUNTY-  SD/DEWEY
 QS0305  COUNTRY     -  US
 QS0305  USGS QUAD   -  VIRGINIA (2017)
 QS0305
 QS0305                         *CURRENT SURVEY CONTROL
 QS0305  ______________________________________________________________________
 QS0305* NAD 83(1986) POSITION- 45 08 00.     (N) 100 36 46.     (W)   SCALED
 QS0305* NAVD 88 ORTHO HEIGHT -   621.327 (meters)     2038.47  (feet) ADJUSTED
 QS0305  ______________________________________________________________________
 QS0305  GEOID HEIGHT    -        -22.126 (meters)                     GEOID18
 QS0305  DYNAMIC HEIGHT  -        621.222 (meters)     2038.13  (feet) COMP
 QS0305  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 QS0305
 QS0305  VERT ORDER      -  SECOND    CLASS 0
 QS0305
 QS0305.The horizontal coordinates were scaled from a map and have
 QS0305.an estimated accuracy of +/- 6 seconds.
 QS0305
 QS0305.The orthometric height was determined by differential leveling and
 QS0305.adjusted by the NATIONAL GEODETIC SURVEY
 QS0305.in June 1991.
 QS0305
 QS0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0305.GEOID18 height accuracy estimate available here.
 QS0305
 QS0305.Click photographs - Photos may exist for this station.
 QS0305
 QS0305.The dynamic height is computed by dividing the NAVD 88
 QS0305.geopotential number by the normal gravity value computed on the
 QS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0305.degrees latitude (g = 980.6199 gals.).
 QS0305
 QS0305.The modeled gravity was interpolated from observed gravity values.
 QS0305
 QS0305;                    North         East    Units  Estimated Accuracy
 QS0305;SPC SD N     -   144,640.      551,800.      MT  (+/- 180 meters Scaled)
 QS0305
 QS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ731990(NAD 83)
 QS0305
 QS0305                          SUPERSEDED SURVEY CONTROL
 QS0305
 QS0305  NGVD 29 (??/??/92)  620.90   (m)         2037.1    (f) COMPUTED    2 0
 QS0305
 QS0305.Superseded values are not recommended for survey control.
 QS0305
 QS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0305.See file dsdata.pdf to determine how the superseded data were derived.
 QS0305
 QS0305_MARKER: DB = BENCH MARK DISK
 QS0305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0305_SP_SET: CULVERT HEADWALL
 QS0305_STAMPING: R 69 1934
 QS0305_MARK LOGO: CGS
 QS0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0305+STABILITY: SURFACE MOTION
 QS0305
 QS0305  HISTORY     - Date     Condition        Report By
 QS0305  HISTORY     - 1934     MONUMENTED       CGS
 QS0305  HISTORY     - 1948     GOOD             USGS
 QS0305
 QS0305                          STATION DESCRIPTION
 QS0305
 QS0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0305'2.1 MI SE FROM LA PLANT.
 QS0305'2.1 MILES SOUTHEAST OF DEPOT AT LA PLANT.  ALONG U.S. HIGHWAY 212
 QS0305'ON LONG GRADE, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 QS0305'SET IN THE EAST END OF THE SOUTH HEADWALL OF DOUBLE 36 INCH
 QS0305'CONCRETE CULVERT, AT ROAD LEVEL.
 QS0305
 QS0305                          STATION RECOVERY (1948)
 QS0305
 QS0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0306 ***********************************************************************
 QS0306  DESIGNATION -  R 69 RESET
 QS0306  PID         -  QS0306
 QS0306  STATE/COUNTY-  SD/DEWEY
 QS0306  COUNTRY     -  US
 QS0306  USGS QUAD   -  VIRGINIA (2017)
 QS0306
 QS0306                         *CURRENT SURVEY CONTROL
 QS0306  ______________________________________________________________________
 QS0306* NAD 83(1986) POSITION- 45 08 00.27   (N) 100 36 45.27   (W)   HD_HELD1
 QS0306* NAVD 88 ORTHO HEIGHT -   620.250 (meters)     2034.94  (feet) ADJUSTED
 QS0306  ______________________________________________________________________
 QS0306  GEOID HEIGHT    -        -22.126 (meters)                     GEOID18
 QS0306  DYNAMIC HEIGHT  -        620.146 (meters)     2034.60  (feet) COMP
 QS0306  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 QS0306
 QS0306  VERT ORDER      -  FIRST     CLASS II
 QS0306
 QS0306.The horizontal coordinates were determined by differentially corrected
 QS0306.hand held GPS observations or other comparable positioning techniques
 QS0306.and have an estimated accuracy of +/- 3 meters.
 QS0306
 QS0306.The orthometric height was determined by differential leveling and
 QS0306.adjusted by the NATIONAL GEODETIC SURVEY
 QS0306.in July 1998.
 QS0306
 QS0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0306.GEOID18 height accuracy estimate available here.
 QS0306
 QS0306.Click photographs - Photos may exist for this station.
 QS0306
 QS0306.The dynamic height is computed by dividing the NAVD 88
 QS0306.geopotential number by the normal gravity value computed on the
 QS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0306.degrees latitude (g = 980.6199 gals.).
 QS0306
 QS0306.The modeled gravity was interpolated from observed gravity values.
 QS0306
 QS0306;                    North         East    Units  Estimated Accuracy
 QS0306;SPC SD N     -   144,650.1     551,816.0     MT  (+/- 3 meters HH1 GPS) 
 QS0306
 QS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7319999035(NAD 83)
 QS0306
 QS0306                          SUPERSEDED SURVEY CONTROL
 QS0306
 QS0306.No superseded survey control is available for this station.
 QS0306
 QS0306_MARKER: DB = BENCH MARK DISK
 QS0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0306_STAMPING: R 69 RESET 1947
 QS0306_MARK LOGO: CGS
 QS0306_PROJECTION: PROJECTING 30 CENTIMETERS
 QS0306_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0306+STABILITY: SURFACE MOTION
 QS0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0306+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 QS0306
 QS0306  HISTORY     - Date     Condition        Report By
 QS0306  HISTORY     - 1947     MONUMENTED       SDHD
 QS0306  HISTORY     - 1948     GOOD             CGS
 QS0306  HISTORY     - 19960425 GOOD             NGS
 QS0306  HISTORY     - 20120627 GOOD             INDIV
 QS0306
 QS0306                          STATION DESCRIPTION
 QS0306
 QS0306'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QS0306'0.3 MI N FROM LA PLANT.
 QS0306'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0306'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0306'THENCE 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, ON A LONG
 QS0306'GRADE, NEAR A CONCRETE CULVERT AND 65 FEET SOUTH OF THE CENTERLINE
 QS0306'OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 69 RESET 1947 AND SET
 QS0306'IN THE TOP OF A CONCRETE POST.
 QS0306
 QS0306                          STATION RECOVERY (1948)
 QS0306
 QS0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0306'RECOVERED IN GOOD CONDITION.
 QS0306
 QS0306                          STATION RECOVERY (1996)
 QS0306
 QS0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0306'17.1 KM (10.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0306'OFFICE IN RIDGEVIEW, 258.0 M (846.5 FT) EAST OF MILEPOST 189, 28.0 M
 QS0306'(91.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 17.6 M (57.7 FT) SOUTH
 QS0306'OF THE SOUTHWEST END OF A CULVERT UNDER THE HIGHWAY, 4.8 M (15.7 FT)
 QS0306'SOUTHWEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 QS0306'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 QS0306'GROUND SURFACE.
 QS0306
 QS0306                          STATION RECOVERY (2012)
 QS0306
 QS0306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0395 ***********************************************************************
 OR0395  DESIGNATION -  R 7
 OR0395  PID         -  OR0395
 OR0395  STATE/COUNTY-  SD/BRULE
 OR0395  COUNTRY     -  US
 OR0395  USGS QUAD   -  PUKWANA (2017)
 OR0395
 OR0395                         *CURRENT SURVEY CONTROL
 OR0395  ______________________________________________________________________
 OR0395* NAD 83(1986) POSITION- 43 46 56.     (N) 099 10 46.     (W)   SCALED
 OR0395* NAVD 88 ORTHO HEIGHT -   469.965 (meters)     1541.88  (feet) ADJUSTED
 OR0395  ______________________________________________________________________
 OR0395  GEOID HEIGHT    -        -25.678 (meters)                     GEOID18
 OR0395  DYNAMIC HEIGHT  -        469.841 (meters)     1541.47  (feet) COMP
 OR0395  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 OR0395
 OR0395  VERT ORDER      -  FIRST     CLASS II
 OR0395
 OR0395.The horizontal coordinates were scaled from a map and have
 OR0395.an estimated accuracy of +/- 6 seconds.
 OR0395
 OR0395.The orthometric height was determined by differential leveling and
 OR0395.adjusted by the NATIONAL GEODETIC SURVEY
 OR0395.in June 1991.
 OR0395
 OR0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0395.GEOID18 height accuracy estimate available here.
 OR0395
 OR0395.Click photographs - Photos may exist for this station.
 OR0395
 OR0395.The dynamic height is computed by dividing the NAVD 88
 OR0395.geopotential number by the normal gravity value computed on the
 OR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0395.degrees latitude (g = 980.6199 gals.).
 OR0395
 OR0395.The modeled gravity was interpolated from observed gravity values.
 OR0395
 OR0395;                    North         East    Units  Estimated Accuracy
 OR0395;SPC SD S     -   161,610.      692,880.      MT  (+/- 180 meters Scaled)
 OR0395
 OR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP855477(NAD 83)
 OR0395
 OR0395                          SUPERSEDED SURVEY CONTROL
 OR0395
 OR0395  NGVD 29 (??/??/92)  469.612  (m)         1540.72   (f) ADJ UNCH    1 2
 OR0395
 OR0395.Superseded values are not recommended for survey control.
 OR0395
 OR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0395.See file dsdata.pdf to determine how the superseded data were derived.
 OR0395
 OR0395_MARKER: DB = BENCH MARK DISK
 OR0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0395_STAMPING: R 7 1925
 OR0395_MARK LOGO: CGS
 OR0395_PROJECTION: FLUSH
 OR0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0395+STABILITY: SURFACE MOTION
 OR0395
 OR0395  HISTORY     - Date     Condition        Report By
 OR0395  HISTORY     - 1925     MONUMENTED       CGS
 OR0395  HISTORY     - 1941     GOOD             CGS
 OR0395  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0395
 OR0395                          STATION DESCRIPTION
 OR0395
 OR0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0395'AT PUKWANA.
 OR0395'AT PUKWANA, BRULE COUNTY, ABOUT 60 YARDS SOUTHEAST OF THE CHICAGO,
 OR0395'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 71 FEET
 OR0395'SOUTHEAST OF A STREET CROSSING, 46.2 FEET SOUTH OF A CROSSING
 OR0395'SIGN, 38.6 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND
 OR0395'9.5 FEET NORTHEAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED
 OR0395'R 7 1925 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 OR0395'THE GROUND.
 OR0395
 OR0395                          STATION RECOVERY (1941)
 OR0395
 OR0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0395'RECOVERED IN GOOD CONDITION.
 OR0395
 OR0395                          STATION RECOVERY (2012)
 OR0395
 OR0395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0395'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0418 ***********************************************************************
 PT0418  DESIGNATION -  R 70
 PT0418  PID         -  PT0418
 PT0418  STATE/COUNTY-  SD/DEWEY
 PT0418  COUNTRY     -  US
 PT0418  USGS QUAD   -  HERBERT CREEK (2017)
 PT0418
 PT0418                         *CURRENT SURVEY CONTROL
 PT0418  ______________________________________________________________________
 PT0418* NAD 83(1996) POSITION- 44 59 58.45479(N) 101 14 07.70056(W)   ADJUSTED
 PT0418* NAVD 88 ORTHO HEIGHT -   738.506 (meters)     2422.92  (feet) ADJUSTED
 PT0418  ______________________________________________________________________
 PT0418  GEOID HEIGHT    -        -21.247 (meters)                     GEOID18
 PT0418  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 PT0418  DYNAMIC HEIGHT  -        738.366 (meters)     2422.46  (feet) COMP
 PT0418  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 PT0418
 PT0418  HORZ ORDER      -  SECOND
 PT0418  VERT ORDER      -  SECOND    CLASS 0
 PT0418
 PT0418.The horizontal coordinates were established by classical geodetic methods
 PT0418.and adjusted by the National Geodetic Survey in January 1998.
 PT0418
 PT0418.The orthometric height was determined by differential leveling and
 PT0418.adjusted by the NATIONAL GEODETIC SURVEY
 PT0418.in June 1991.
 PT0418
 PT0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0418.GEOID18 height accuracy estimate available here.
 PT0418
 PT0418.Click photographs - Photos may exist for this station.
 PT0418
 PT0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0418
 PT0418.The dynamic height is computed by dividing the NAVD 88
 PT0418.geopotential number by the normal gravity value computed on the
 PT0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0418.degrees latitude (g = 980.6199 gals.).
 PT0418
 PT0418.The modeled gravity was interpolated from observed gravity values.
 PT0418
 PT0418. The following values were computed from the NAD 83(1996) position.
 PT0418
 PT0418;                    North         East     Units Scale Factor Converg.
 PT0418;SPC SD N     -   130,338.211   502,595.859   MT  0.99993952   -0 52 27.8
 PT0418;SPC SD N     -   427,617.95  1,648,933.25   sFT  0.99993952   -0 52 27.8
 PT0418;UTM  14      - 4,985,333.761   323,809.201   MT  0.99998173   -1 34 52.0
 PT0418
 PT0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0418!SPC SD N     -   0.99988756  x   0.99993952  =   0.99982708
 PT0418!UTM  14      -   0.99988756  x   0.99998173  =   0.99986929
 PT0418
 PT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2380985333(NAD 83)
 PT0418
 PT0418                          SUPERSEDED SURVEY CONTROL
 PT0418
 PT0418  NAD 83(1986)-  44 59 58.44725(N)    101 14 07.69990(W) AD(       ) 2
 PT0418  NAD 27      -  44 59 58.51900(N)    101 14 06.15300(W) AD(       ) 2
 PT0418  NGVD 29 (??/??/92)  738.022  (m)         2421.33   (f) ADJ UNCH    2 0
 PT0418  NGVD 29             738.02   (m)         2421.3    (f) LEVELING    3  
 PT0418
 PT0418.Superseded values are not recommended for survey control.
 PT0418
 PT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0418.See file dsdata.pdf to determine how the superseded data were derived.
 PT0418
 PT0418_MARKER: DE = TRAVERSE STATION DISK
 PT0418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PT0418_SP_SET: SIDEWALK
 PT0418_STAMPING: R 70 1934
 PT0418_MARK LOGO: CGS
 PT0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0418
 PT0418  HISTORY     - Date     Condition        Report By
 PT0418  HISTORY     - 1934     MONUMENTED       CGS
 PT0418  HISTORY     - 1945     GOOD             CGS
 PT0418
 PT0418                          STATION DESCRIPTION
 PT0418
 PT0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCP)
 PT0418'THE STATION IS LOCATED ON THE PROPERTY OF THE EAGLE BUTTE
 PT0418'PUBLIC SCHOOL (HIGH SCHOOL AND GRADE SCHOOL).  THE BENCH-MARK
 PT0418'DISK IS SET IN A DRILLED HOLE IN THE NW CORNER OF THE CONCRETE
 PT0418'SIDEWALK OF THE BUILDING, 9 INCHES NW OF THE NW CORNER.  THE
 PT0418'DISK IS STAMPED R 70 1934.
 PT0418'
 PT0418'A TRAVERSE CONNECTION WAS MADE FROM STATION EAGLE BUTTE 1938
 PT0418'TO B.M. R 70 1934.  IT IS 53.503 METERS (175.54 FEET) SE OF
 PT0418'THAT STATION.
 PT0418'
 PT0418'THIS IS A TRAVERSE STATION.
 PT0418
 PT0418                          STATION RECOVERY (1945)
 PT0418
 PT0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 PT0418'AT EAGLE BUTTE.
 PT0418'AT EAGLE BUTTE, DEWEY COUNTY, AT THE NORTHWEST CORNER OF THE
 PT0418'SCHOOL BUILDING, AND IN THE CONCRETE TOP OF THE COAL BIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0276 ***********************************************************************
 QS0276  DESIGNATION -  R 71
 QS0276  PID         -  QS0276
 QS0276  STATE/COUNTY-  SD/DEWEY
 QS0276  COUNTRY     -  US
 QS0276  USGS QUAD   -  PROMISE (2017)
 QS0276
 QS0276                         *CURRENT SURVEY CONTROL
 QS0276  ______________________________________________________________________
 QS0276* NAD 83(1986) POSITION- 45 16 24.     (N) 100 36 05.     (W)   SCALED
 QS0276* NAVD 88 ORTHO HEIGHT -   517.218 (meters)     1696.91  (feet) ADJUSTED
 QS0276  ______________________________________________________________________
 QS0276  GEOID HEIGHT    -        -21.870 (meters)                     GEOID18
 QS0276  DYNAMIC HEIGHT  -        517.154 (meters)     1696.70  (feet) COMP
 QS0276  MODELED GRAVITY -    980,476.9   (mgal)                       NAVD 88
 QS0276
 QS0276  VERT ORDER      -  SECOND    CLASS 0
 QS0276
 QS0276.The horizontal coordinates were scaled from a map and have
 QS0276.an estimated accuracy of +/- 6 seconds.
 QS0276
 QS0276.The orthometric height was determined by differential leveling and
 QS0276.adjusted by the NATIONAL GEODETIC SURVEY
 QS0276.in June 1991.
 QS0276
 QS0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0276.GEOID18 height accuracy estimate available here.
 QS0276
 QS0276.Click photographs - Photos may exist for this station.
 QS0276
 QS0276.The dynamic height is computed by dividing the NAVD 88
 QS0276.geopotential number by the normal gravity value computed on the
 QS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0276.degrees latitude (g = 980.6199 gals.).
 QS0276
 QS0276.The modeled gravity was interpolated from observed gravity values.
 QS0276
 QS0276;                    North         East    Units  Estimated Accuracy
 QS0276;SPC SD N     -   160,190.      552,810.      MT  (+/- 180 meters Scaled)
 QS0276
 QS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR743145(NAD 83)
 QS0276
 QS0276                          SUPERSEDED SURVEY CONTROL
 QS0276
 QS0276  NGVD 29 (??/??/92)  516.829  (m)         1695.63   (f) ADJ UNCH    2 0
 QS0276
 QS0276.Superseded values are not recommended for survey control.
 QS0276
 QS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0276.See file dsdata.pdf to determine how the superseded data were derived.
 QS0276
 QS0276_MARKER: DB = BENCH MARK DISK
 QS0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0276_STAMPING: R 71 1934
 QS0276_MARK LOGO: CGS
 QS0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0276+STABILITY: SURFACE MOTION
 QS0276
 QS0276  HISTORY     - Date     Condition        Report By
 QS0276  HISTORY     - 1934     MONUMENTED       CGS
 QS0276  HISTORY     - 1940     GOOD             LOCENG
 QS0276
 QS0276                          STATION DESCRIPTION
 QS0276
 QS0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0276'4.2 MI S FROM PROMISE.
 QS0276'ABOUT 4.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0276'AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY,
 QS0276'ABOUT 1 POLE NORTH OF MILEPOST 17, ABOUT 2 POLES NORTH OF BRIDGE
 QS0276'AA 1118, 50 FEET WEST OF THE CENTER LINE OF THE TRACK, 45 FEET
 QS0276'NORTH OF A WASH, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 QS0276'EAST OF A WHITE REFERENCE POST STENCILED U.S.B.M., AND ABOUT 2
 QS0276'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED R 71 1934
 QS0276'AND SET IN THE TOP OF A CONCRETE POST.
 QS0276
 QS0276                          STATION RECOVERY (1940)
 QS0276
 QS0276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0396 ***********************************************************************
 PT0396  DESIGNATION -  R 72
 PT0396  PID         -  PT0396
 PT0396  STATE/COUNTY-  SD/STANLEY
 PT0396  COUNTRY     -  US
 PT0396  USGS QUAD   -  ALLEMAN STATION (2017)
 PT0396
 PT0396                         *CURRENT SURVEY CONTROL
 PT0396  ______________________________________________________________________
 PT0396* NAD 83(1986) POSITION- 44 39 40.32   (N) 101 08 41.86   (W)   HD_HELD1
 PT0396* NAVD 88 ORTHO HEIGHT -   634.494 (meters)     2081.67  (feet) ADJUSTED
 PT0396  ______________________________________________________________________
 PT0396  GEOID HEIGHT    -        -21.954 (meters)                     GEOID18
 PT0396  DYNAMIC HEIGHT  -        634.356 (meters)     2081.22  (feet) COMP
 PT0396  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 PT0396
 PT0396  VERT ORDER      -  SECOND    CLASS 0
 PT0396
 PT0396.The horizontal coordinates were determined by differentially corrected
 PT0396.hand held GPS observations or other comparable positioning techniques
 PT0396.and have an estimated accuracy of +/- 3 meters.
 PT0396
 PT0396.The orthometric height was determined by differential leveling and
 PT0396.adjusted by the NATIONAL GEODETIC SURVEY
 PT0396.in June 1991.
 PT0396
 PT0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0396.GEOID18 height accuracy estimate available here.
 PT0396
 PT0396.Click photographs - Photos may exist for this station.
 PT0396
 PT0396.The dynamic height is computed by dividing the NAVD 88
 PT0396.geopotential number by the normal gravity value computed on the
 PT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0396.degrees latitude (g = 980.6199 gals.).
 PT0396
 PT0396.The modeled gravity was interpolated from observed gravity values.
 PT0396
 PT0396;                    North         East    Units  Estimated Accuracy
 PT0396;SPC SD S     -   258,940.4     535,626.0     MT  (+/- 3 meters HH1 GPS) 
 PT0396
 PT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2995047553(NAD 83)
 PT0396
 PT0396                          SUPERSEDED SURVEY CONTROL
 PT0396
 PT0396  NGVD 29 (??/??/92)  634.034  (m)         2080.16   (f) ADJ UNCH    2 0
 PT0396
 PT0396.Superseded values are not recommended for survey control.
 PT0396
 PT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0396.See file dsdata.pdf to determine how the superseded data were derived.
 PT0396
 PT0396_MARKER: DB = BENCH MARK DISK
 PT0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0396_STAMPING: R 72 1934
 PT0396_MARK LOGO: CGS
 PT0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0396+STABILITY: SURFACE MOTION
 PT0396
 PT0396  HISTORY     - Date     Condition        Report By
 PT0396  HISTORY     - 1934     MONUMENTED       CGS
 PT0396  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0396
 PT0396                          STATION DESCRIPTION
 PT0396
 PT0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0396'2.1 MI W FROM EAGLE BUTTE.
 PT0396'IN STANLEY COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0396'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY, 29.1
 PT0396'MILES SOUTH ALONG STATE HIGHWAY 63, 40 FEET NORTH OF THE CENTERLINE
 PT0396'OF A SIDE ROAD, 90 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PT0396'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT LOWER THAN THE
 PT0396'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 PT0396
 PT0396                          STATION RECOVERY (1985)
 PT0396
 PT0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0396'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0882 ***********************************************************************
 PT0882  DESIGNATION -  R 74 RESET
 PT0882  PID         -  PT0882
 PT0882  STATE/COUNTY-  SD/STANLEY
 PT0882  COUNTRY     -  US
 PT0882  USGS QUAD   -  LACY (2017)
 PT0882
 PT0882                         *CURRENT SURVEY CONTROL
 PT0882  ______________________________________________________________________
 PT0882* NAD 83(1986) POSITION- 44 23 10.     (N) 100 41 36.     (W)   SCALED
 PT0882* NAVD 88 ORTHO HEIGHT -   595.52  (meters)     1953.8   (feet) RESET
 PT0882  ______________________________________________________________________
 PT0882  GEOID HEIGHT    -        -22.962 (meters)                     GEOID18
 PT0882  VERT ORDER      -  THIRD
 PT0882
 PT0882.The horizontal coordinates were scaled from a map and have
 PT0882.an estimated accuracy of +/- 6 seconds.
 PT0882
 PT0882.The orthometric height was computed from unverified reset data.
 PT0882
 PT0882.No vertical observational check was made to the station.
 PT0882
 PT0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0882.GEOID18 height accuracy estimate available here.
 PT0882
 PT0882.Click photographs - Photos may exist for this station.
 PT0882
 PT0882;                    North         East    Units  Estimated Accuracy
 PT0882;SPC SD S     -   228,120.      571,310.      MT  (+/- 180 meters Scaled)
 PT0882
 PT0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ651161(NAD 83)
 PT0882
 PT0882                          SUPERSEDED SURVEY CONTROL
 PT0882
 PT0882  NGVD 29 (04/17/07)  595.11   (m)         1952.5    (f) RESET       3  
 PT0882
 PT0882.Superseded values are not recommended for survey control.
 PT0882
 PT0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0882.See file dsdata.pdf to determine how the superseded data were derived.
 PT0882
 PT0882_MARKER: DV = VERTICAL CONTROL DISK
 PT0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0882_STAMPING: R 74 RESET 1983
 PT0882_MARK LOGO: NGS
 PT0882_PROJECTION: FLUSH
 PT0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0882+STABILITY: SURFACE MOTION
 PT0882
 PT0882  HISTORY     - Date     Condition        Report By
 PT0882  HISTORY     - 1983     MONUMENTED       NGS
 PT0882  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0882
 PT0882                          STATION DESCRIPTION
 PT0882
 PT0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0882'25.4 KM (15.75 MI) NW FROM FORT PIERRE.
 PT0882'FROM THE JUNCTION OF HIGHWAYS 14-34 AND 83 IN THE NORTH EDGE OF
 PT0882'FORT PIERRE, GO WEST ALONG HIGHWAY 14-34 FOR 16.6 KM (10.3 MI),
 PT0882'THENCE NORTHWEST ALONG HIGHWAY FOR 3.9 KM (2.4 MI), THENCE 4.9 KM
 PT0882'(3.05 MI) WEST ALONG HIGHWAY, LOCATED 0.2 KM (0.1 MI) WEST OF A
 PT0882'NORTH-SOUTH FENCE AND JUST EAST OF A DRAW, AND 22.7 METERS (74.5 FEET)
 PT0882'SOUTH OF CENTERLINE OF HIGHWAY.
 PT0882'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 PT0882
 PT0882                          STATION RECOVERY (1995)
 PT0882
 PT0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0882'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0412 ***********************************************************************
 PT0412  DESIGNATION -  R 75
 PT0412  PID         -  PT0412
 PT0412  STATE/COUNTY-  SD/HAAKON
 PT0412  COUNTRY     -  US
 PT0412  USGS QUAD   -  CHERRY CREEK (2017)
 PT0412
 PT0412                         *CURRENT SURVEY CONTROL
 PT0412  ______________________________________________________________________
 PT0412* NAD 83(1986) POSITION- 44 36 14.     (N) 101 26 34.     (W)   SCALED
 PT0412* NAVD 88 ORTHO HEIGHT -   558.861 (meters)     1833.53  (feet) ADJUSTED
 PT0412  ______________________________________________________________________
 PT0412  GEOID HEIGHT    -        -21.495 (meters)                     GEOID18
 PT0412  DYNAMIC HEIGHT  -        558.738 (meters)     1833.13  (feet) COMP
 PT0412  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 PT0412
 PT0412  VERT ORDER      -  SECOND    CLASS 0
 PT0412
 PT0412.The horizontal coordinates were scaled from a map and have
 PT0412.an estimated accuracy of +/- 6 seconds.
 PT0412
 PT0412.The orthometric height was determined by differential leveling and
 PT0412.adjusted by the NATIONAL GEODETIC SURVEY
 PT0412.in June 1991.
 PT0412
 PT0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0412.GEOID18 height accuracy estimate available here.
 PT0412
 PT0412.Click photographs - Photos may exist for this station.
 PT0412
 PT0412.The dynamic height is computed by dividing the NAVD 88
 PT0412.geopotential number by the normal gravity value computed on the
 PT0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0412.degrees latitude (g = 980.6199 gals.).
 PT0412
 PT0412.The modeled gravity was interpolated from observed gravity values.
 PT0412
 PT0412;                    North         East    Units  Estimated Accuracy
 PT0412;SPC SD S     -   252,850.      511,920.      MT  (+/- 180 meters Scaled)
 PT0412
 PT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ061418(NAD 83)
 PT0412
 PT0412                          SUPERSEDED SURVEY CONTROL
 PT0412
 PT0412  NGVD 29 (??/??/92)  558.408  (m)         1832.04   (f) ADJ UNCH    2 0
 PT0412
 PT0412.Superseded values are not recommended for survey control.
 PT0412
 PT0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0412.See file dsdata.pdf to determine how the superseded data were derived.
 PT0412
 PT0412_MARKER: DB = BENCH MARK DISK
 PT0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0412_STAMPING: R 75 1934
 PT0412_MARK LOGO: CGS
 PT0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0412+STABILITY: SURFACE MOTION
 PT0412
 PT0412  HISTORY     - Date     Condition        Report By
 PT0412  HISTORY     - 1934     MONUMENTED       CGS
 PT0412
 PT0412                          STATION DESCRIPTION
 PT0412
 PT0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0412'3.3 MI E FROM CHERRY CREEK.
 PT0412'3.3 MILES EAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE AT
 PT0412'CHERRY CREEK, HAAKON COUNTY, 130 FEET NORTHWEST OF A CULVERT, 6
 PT0412'FEET WEST OF A FENCE JUNCTION NORTH OF THE ROAD, 4 FEET HIGHER
 PT0412'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0343 ***********************************************************************
 PT0343  DESIGNATION -  R 76
 PT0343  PID         -  PT0343
 PT0343  STATE/COUNTY-  SD/STANLEY
 PT0343  COUNTRY     -  US
 PT0343  USGS QUAD   -  WENDTE (2017)
 PT0343
 PT0343                         *CURRENT SURVEY CONTROL
 PT0343  ______________________________________________________________________
 PT0343* NAD 83(1986) POSITION- 44 14 42.     (N) 100 39 53.     (W)   SCALED
 PT0343* NAVD 88 ORTHO HEIGHT -   484.516 (meters)     1589.62  (feet) ADJUSTED
 PT0343  ______________________________________________________________________
 PT0343  GEOID HEIGHT    -        -23.442 (meters)                     GEOID18
 PT0343  DYNAMIC HEIGHT  -        484.404 (meters)     1589.25  (feet) COMP
 PT0343  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 PT0343
 PT0343  VERT ORDER      -  SECOND    CLASS 0
 PT0343
 PT0343.The horizontal coordinates were scaled from a map and have
 PT0343.an estimated accuracy of +/- 6 seconds.
 PT0343
 PT0343.The orthometric height was determined by differential leveling and
 PT0343.adjusted by the NATIONAL GEODETIC SURVEY
 PT0343.in June 1991.
 PT0343
 PT0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0343.GEOID18 height accuracy estimate available here.
 PT0343
 PT0343.Click photographs - Photos may exist for this station.
 PT0343
 PT0343.The dynamic height is computed by dividing the NAVD 88
 PT0343.geopotential number by the normal gravity value computed on the
 PT0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0343.degrees latitude (g = 980.6199 gals.).
 PT0343
 PT0343.The modeled gravity was interpolated from observed gravity values.
 PT0343
 PT0343;                    North         East    Units  Estimated Accuracy
 PT0343;SPC SD S     -   212,430.      573,530.      MT  (+/- 180 meters Scaled)
 PT0343
 PT0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ670004(NAD 83)
 PT0343
 PT0343                          SUPERSEDED SURVEY CONTROL
 PT0343
 PT0343  NGVD 29 (??/??/92)  484.119  (m)         1588.31   (f) ADJ UNCH    2 0
 PT0343
 PT0343.Superseded values are not recommended for survey control.
 PT0343
 PT0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0343.See file dsdata.pdf to determine how the superseded data were derived.
 PT0343
 PT0343_MARKER: DB = BENCH MARK DISK
 PT0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0343_STAMPING: R 76 1934
 PT0343_MARK LOGO: CGS
 PT0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0343+STABILITY: SURFACE MOTION
 PT0343
 PT0343  HISTORY     - Date     Condition        Report By
 PT0343  HISTORY     - 1934     MONUMENTED       CGS
 PT0343  HISTORY     - 1984     GOOD             NGS
 PT0343
 PT0343                          STATION DESCRIPTION
 PT0343
 PT0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0343'AT WENDTE.
 PT0343'AT WENDTE, STANLEY COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PT0343'RAILWAY, 63 FEET SOUTHWEST OF THE STATION, 48 FEET SOUTHEAST
 PT0343'OF THE CENTERLINE OF THE TRACK, AND 6 FEET NORTHEAST OF A POLE.
 PT0343'A STANDARD DISK, STAMPED R 76 1934 AND SET IN THE TOP OF A
 PT0343'CONCRETE POST.  (484.119 METERS OR 1,588.314 FEET.)
 PT0343
 PT0343                          STATION RECOVERY (1984)
 PT0343
 PT0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0343'AT WENDTE, 45.7 M (150 FT) EAST-NORTHEAST OF RAILROAD CROSSING AND
 PT0343'MAIN STREET, 13.1 M AT WENDTE, 45.7 M (150 FT) EAST-NORTHEAST OF
 PT0343'RAILROAD CROSSING AND MAIN STREET, 13.1 M (43 FT) SOUTHEAST OF THE
 PT0343'SOUTHEAST RAIL OF THE RAILROAD TRACK, 2.7 M (9 FT) EAST- NORTHEAST OF
 PT0343'A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0162 ***********************************************************************
 PS0162  DESIGNATION -  R 79
 PS0162  PID         -  PS0162
 PS0162  STATE/COUNTY-  SD/HAND
 PS0162  COUNTRY     -  US
 PS0162  USGS QUAD   -  VAYLAND NW (2017)
 PS0162
 PS0162                         *CURRENT SURVEY CONTROL
 PS0162  ______________________________________________________________________
 PS0162* NAD 83(1986) POSITION- 44 26 10.     (N) 098 58 59.     (W)   SCALED
 PS0162* NAVD 88 ORTHO HEIGHT -   525.391 (meters)     1723.72  (feet) ADJUSTED
 PS0162  ______________________________________________________________________
 PS0162  GEOID HEIGHT    -        -24.555 (meters)                     GEOID18
 PS0162  DYNAMIC HEIGHT  -        525.283 (meters)     1723.37  (feet) COMP
 PS0162  MODELED GRAVITY -    980,396.2   (mgal)                       NAVD 88
 PS0162
 PS0162  VERT ORDER      -  SECOND    CLASS 0
 PS0162
 PS0162.The horizontal coordinates were scaled from a map and have
 PS0162.an estimated accuracy of +/- 6 seconds.
 PS0162
 PS0162.The orthometric height was determined by differential leveling and
 PS0162.adjusted by the NATIONAL GEODETIC SURVEY
 PS0162.in June 1991.
 PS0162
 PS0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0162.GEOID18 height accuracy estimate available here.
 PS0162
 PS0162.Click photographs - Photos may exist for this station.
 PS0162
 PS0162.The dynamic height is computed by dividing the NAVD 88
 PS0162.geopotential number by the normal gravity value computed on the
 PS0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0162.degrees latitude (g = 980.6199 gals.).
 PS0162
 PS0162.The modeled gravity was interpolated from observed gravity values.
 PS0162
 PS0162;                    North         East    Units  Estimated Accuracy
 PS0162;SPC SD N     -    67,490.      680,960.      MT  (+/- 180 meters Scaled)
 PS0162
 PS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ013203(NAD 83)
 PS0162
 PS0162                          SUPERSEDED SURVEY CONTROL
 PS0162
 PS0162  NGVD 29 (??/??/92)  525.05   (m)         1722.6    (f) COMPUTED    2 0
 PS0162
 PS0162.Superseded values are not recommended for survey control.
 PS0162
 PS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0162.See file dsdata.pdf to determine how the superseded data were derived.
 PS0162
 PS0162_MARKER: DB = BENCH MARK DISK
 PS0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0162_SP_SET: CULVERT HEADWALL
 PS0162_STAMPING: R 79 1934
 PS0162_MARK LOGO: CGS
 PS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0162+STABILITY: SURFACE MOTION
 PS0162
 PS0162  HISTORY     - Date     Condition        Report By
 PS0162  HISTORY     - 1934     MONUMENTED       CGS
 PS0162
 PS0162                          STATION DESCRIPTION
 PS0162
 PS0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0162'5.8 MI S FROM MILLER.
 PS0162'5.8 MILES SOUTH OF CITY AUDITORIUM AT MILLER.  ALONG STATE HIGHWAY
 PS0162'45 AT 4 FOOT BY 6 FOOT RCB CULVERT 350 YARDS SOUTH OF PRIVATE
 PS0162'ENTRANCE, 150 FEET NORTH OF T FENCE EAST.  SET IN THE CENTER OF
 PS0162'THE EAST HEADWALL, 3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0163 ***********************************************************************
 PS0163  DESIGNATION -  R 79 RESET
 PS0163  PID         -  PS0163
 PS0163  STATE/COUNTY-  SD/HAND
 PS0163  COUNTRY     -  US
 PS0163  USGS QUAD   -  VAYLAND NW (2017)
 PS0163
 PS0163                         *CURRENT SURVEY CONTROL
 PS0163  ______________________________________________________________________
 PS0163* NAD 83(1996) POSITION- 44 26 10.57946(N) 098 58 59.87384(W)   ADJUSTED
 PS0163* NAVD 88 ORTHO HEIGHT -   524.54  (+/-2cm)     1720.9   (feet) VERTCON3
 PS0163  ______________________________________________________________________
 PS0163  GEOID HEIGHT    -        -24.555 (meters)                     GEOID18
 PS0163  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 PS0163  HORZ ORDER      -  SECOND
 PS0163  VERT ORDER      -  THIRD (See Below)
 PS0163
 PS0163.The horizontal coordinates were established by classical geodetic methods
 PS0163.and adjusted by the National Geodetic Survey in January 1998.
 PS0163
 PS0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0163
 PS0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0163.GEOID18 height accuracy estimate available here.
 PS0163
 PS0163.The vertical order pertains to the NGVD 29 superseded value.
 PS0163
 PS0163.Click photographs - Photos may exist for this station.
 PS0163
 PS0163.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0163
 PS0163. The following values were computed from the NAD 83(1996) position.
 PS0163
 PS0163;                    North         East     Units Scale Factor Converg.
 PS0163;SPC SD N     -    67,508.459   680,943.441   MT  0.99999630   +0 43 10.4
 PS0163;SPC SD N     -   221,484.00  2,234,061.94   sFT  0.99999630   +0 43 10.4
 PS0163;UTM  14      - 4,920,330.612   501,329.194   MT  0.99960002   +0 00 42.1
 PS0163
 PS0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0163!SPC SD N     -   0.99992161  x   0.99999630  =   0.99991791
 PS0163!UTM  14      -   0.99992161  x   0.99960002  =   0.99952166
 PS0163
 PS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0132920330(NAD 83)
 PS0163
 PS0163                          SUPERSEDED SURVEY CONTROL
 PS0163
 PS0163  NAD 83(1986)-  44 26 10.57702(N)    098 58 59.88065(W) AD(       ) 2
 PS0163  NAD 27      -  44 26 10.63900(N)    098 58 58.52500(W) AD(       ) 2
 PS0163  NGVD 29 (??/??/??)  524.19   (m)         1719.8    (f) RESET       3  
 PS0163  NGVD 29             524.19   (m)         1719.8    (f) LEVELING    3  
 PS0163
 PS0163.Superseded values are not recommended for survey control.
 PS0163
 PS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0163.See file dsdata.pdf to determine how the superseded data were derived.
 PS0163
 PS0163_MARKER: DB = BENCH MARK DISK
 PS0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0163_SP_SET: CULVERT HEADWALL
 PS0163_STAMPING: R 79 RESET 1949
 PS0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0163+STABILITY: SURFACE MOTION
 PS0163
 PS0163  HISTORY     - Date     Condition        Report By
 PS0163  HISTORY     - 1949     MONUMENTED       SDHD
 PS0163  HISTORY     - 1949     GOOD             CGS
 PS0163
 PS0163                          STATION DESCRIPTION
 PS0163
 PS0163'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 PS0163'5.8 MI S FROM MILLER.
 PS0163'5.8 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0163'AT MILLER, ABOUT 350 YARDS SOUTH OF A PRIVATE ENTRANCE, ABOUT 150
 PS0163'FEET NORTH OF A T-FENCE LEADING EAST, AT A 4- BY 6-FOOT CONCRETE-BOX
 PS0163'CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, 22 FEET
 PS0163'EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 PS0163
 PS0163                          STATION RECOVERY (1949)
 PS0163
 PS0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0163'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK R 79, WHICH IS 53
 PS0163'FEET WEST OF FENCE AND 22 FEET EAST OF THE APPROXIMATE CENTERLINE
 PS0163'OF HIGHWAY.  THE DISK IS SET FLUSH IN THE CENTER OF A CONCRETE
 PS0163'CULVERT AND IS STAMPED R 79 RESET 1949.
 PS0163'
 PS0163'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PS0163'ROUTE 45 IN MILLER GO SOUTH ON STATE ROUTE 45 FOR 0.15 MILE TO
 PS0163'BENCH MARK ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0005 ***********************************************************************
 OS0005  DESIGNATION -  R 8
 OS0005  PID         -  OS0005
 OS0005  STATE/COUNTY-  SD/LYMAN
 OS0005  COUNTRY     -  US
 OS0005  USGS QUAD   -  PRESHO NW (2017)
 OS0005
 OS0005                         *CURRENT SURVEY CONTROL
 OS0005  ______________________________________________________________________
 OS0005* NAD 83(1986) POSITION- 43 54 52.     (N) 100 07 34.     (W)   SCALED
 OS0005* NAVD 88 ORTHO HEIGHT -   546.959 (meters)     1794.48  (feet) ADJUSTED
 OS0005  ______________________________________________________________________
 OS0005  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 OS0005  DYNAMIC HEIGHT  -        546.795 (meters)     1793.94  (feet) COMP
 OS0005  MODELED GRAVITY -    980,302.2   (mgal)                       NAVD 88
 OS0005
 OS0005  VERT ORDER      -  FIRST     CLASS II
 OS0005
 OS0005.The horizontal coordinates were scaled from a map and have
 OS0005.an estimated accuracy of +/- 6 seconds.
 OS0005
 OS0005.The orthometric height was determined by differential leveling and
 OS0005.adjusted by the NATIONAL GEODETIC SURVEY
 OS0005.in June 1991.
 OS0005
 OS0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0005.GEOID18 height accuracy estimate available here.
 OS0005
 OS0005.Click photographs - Photos may exist for this station.
 OS0005
 OS0005.The dynamic height is computed by dividing the NAVD 88
 OS0005.geopotential number by the normal gravity value computed on the
 OS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0005.degrees latitude (g = 980.6199 gals.).
 OS0005
 OS0005.The modeled gravity was interpolated from observed gravity values.
 OS0005
 OS0005;                    North         East    Units  Estimated Accuracy
 OS0005;SPC SD S     -   175,670.      616,640.      MT  (+/- 180 meters Scaled)
 OS0005
 OS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP095629(NAD 83)
 OS0005
 OS0005                          SUPERSEDED SURVEY CONTROL
 OS0005
 OS0005  NGVD 29 (??/??/92)  546.556  (m)         1793.16   (f) ADJ UNCH    1 2
 OS0005
 OS0005.Superseded values are not recommended for survey control.
 OS0005
 OS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0005.See file dsdata.pdf to determine how the superseded data were derived.
 OS0005
 OS0005_MARKER: DB = BENCH MARK DISK
 OS0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0005_STAMPING: R 8 1925
 OS0005_MARK LOGO: CGS
 OS0005_PROJECTION: FLUSH
 OS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0005+STABILITY: SURFACE MOTION
 OS0005
 OS0005  HISTORY     - Date     Condition        Report By
 OS0005  HISTORY     - 1925     MONUMENTED       CGS
 OS0005  HISTORY     - 1941     GOOD             CGS
 OS0005
 OS0005                          STATION DESCRIPTION
 OS0005
 OS0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0005'3.4 MI W FROM PRESHO.
 OS0005'3.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0005'PACIFIC RAILROAD FROM PRESHO, LYMAN COUNTY, AT A SECTION-LINE
 OS0005'ROAD CROSSING, 58.7 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 OS0005'44.3 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 39.7 FEET
 OS0005'WEST OF THE CENTERLINE OF THE ROAD, AND 3.5 FEET SOUTH OF A
 OS0005'ROW OF POLES.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 OS0005'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0561 ***********************************************************************
 PS0561  DESIGNATION -  R 80
 PS0561  PID         -  PS0561
 PS0561  STATE/COUNTY-  SD/FAULK
 PS0561  COUNTRY     -  US
 PS0561  USGS QUAD   -  ORIENT (2017)
 PS0561
 PS0561                         *CURRENT SURVEY CONTROL
 PS0561  ______________________________________________________________________
 PS0561* NAD 83(1986) POSITION- 44 59 26.     (N) 099 01 19.     (W)   SCALED
 PS0561* NAVD 88 ORTHO HEIGHT -   455.112 (meters)     1493.15  (feet) ADJUSTED
 PS0561  ______________________________________________________________________
 PS0561  GEOID HEIGHT    -        -23.781 (meters)                     GEOID18
 PS0561  DYNAMIC HEIGHT  -        455.056 (meters)     1492.96  (feet) COMP
 PS0561  MODELED GRAVITY -    980,480.8   (mgal)                       NAVD 88
 PS0561
 PS0561  VERT ORDER      -  SECOND    CLASS 0
 PS0561
 PS0561.The horizontal coordinates were scaled from a map and have
 PS0561.an estimated accuracy of +/- 6 seconds.
 PS0561
 PS0561.The orthometric height was determined by differential leveling and
 PS0561.adjusted by the NATIONAL GEODETIC SURVEY
 PS0561.in June 1991.
 PS0561
 PS0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0561.GEOID18 height accuracy estimate available here.
 PS0561
 PS0561.Click photographs - Photos may exist for this station.
 PS0561
 PS0561.The dynamic height is computed by dividing the NAVD 88
 PS0561.geopotential number by the normal gravity value computed on the
 PS0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0561.degrees latitude (g = 980.6199 gals.).
 PS0561
 PS0561.The modeled gravity was interpolated from observed gravity values.
 PS0561
 PS0561;                    North         East    Units  Estimated Accuracy
 PS0561;SPC SD N     -   129,060.      677,120.      MT  (+/- 180 meters Scaled)
 PS0561
 PS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982819(NAD 83)
 PS0561
 PS0561                          SUPERSEDED SURVEY CONTROL
 PS0561
 PS0561  NGVD 29 (??/??/92)  454.781  (m)         1492.06   (f) ADJ UNCH    2 0
 PS0561
 PS0561.Superseded values are not recommended for survey control.
 PS0561
 PS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0561.See file dsdata.pdf to determine how the superseded data were derived.
 PS0561
 PS0561_MARKER: DB = BENCH MARK DISK
 PS0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0561_STAMPING: R 80 1934
 PS0561_MARK LOGO: CGS
 PS0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0561+STABILITY: SURFACE MOTION
 PS0561
 PS0561  HISTORY     - Date     Condition        Report By
 PS0561  HISTORY     - 1934     MONUMENTED       CGS
 PS0561  HISTORY     - 1989     GOOD             NGS
 PS0561
 PS0561                          STATION DESCRIPTION
 PS0561
 PS0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PS0561'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0561'THE STATION AT MIRANDA, FAULK COUNTY, AT THE CROSSING OF U.S. HIWAY
 PS0561'212, ABOUT 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 50
 PS0561'FEET SOUTH OF THE CENTER LINE OF THE TRACK. 2 FEET NORTH OF A POINT 1
 PS0561'FOOT EAST OF RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN
 PS0561'THE TRACK, A STANDARD DISK, STAMPED R 80 1934 AND SET IN THE TOP OF A
 PS0561'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0756 ***********************************************************************
 PS0756  DESIGNATION -  R 80 RESET
 PS0756  PID         -  PS0756
 PS0756  STATE/COUNTY-  SD/FAULK
 PS0756  COUNTRY     -  US
 PS0756  USGS QUAD   -  ORIENT (2017)
 PS0756
 PS0756                         *CURRENT SURVEY CONTROL
 PS0756  ______________________________________________________________________
 PS0756* NAD 83(1986) POSITION- 44 59 27.     (N) 099 01 19.     (W)   SCALED
 PS0756* NAVD 88 ORTHO HEIGHT -   454.390 (meters)     1490.78  (feet) ADJUSTED
 PS0756  ______________________________________________________________________
 PS0756  GEOID HEIGHT    -        -23.781 (meters)                     GEOID18
 PS0756  DYNAMIC HEIGHT  -        454.334 (meters)     1490.59  (feet) COMP
 PS0756  MODELED GRAVITY -    980,480.8   (mgal)                       NAVD 88
 PS0756
 PS0756  VERT ORDER      -  FIRST     CLASS II
 PS0756
 PS0756.The horizontal coordinates were scaled from a map and have
 PS0756.an estimated accuracy of +/- 6 seconds.
 PS0756
 PS0756.The orthometric height was determined by differential leveling and
 PS0756.adjusted by the NATIONAL GEODETIC SURVEY
 PS0756.in July 1998.
 PS0756
 PS0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0756.GEOID18 height accuracy estimate available here.
 PS0756
 PS0756.Click photographs - Photos may exist for this station.
 PS0756
 PS0756.The dynamic height is computed by dividing the NAVD 88
 PS0756.geopotential number by the normal gravity value computed on the
 PS0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0756.degrees latitude (g = 980.6199 gals.).
 PS0756
 PS0756.The modeled gravity was interpolated from observed gravity values.
 PS0756
 PS0756;                    North         East    Units  Estimated Accuracy
 PS0756;SPC SD N     -   129,090.      677,120.      MT  (+/- 180 meters Scaled)
 PS0756
 PS0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982819(NAD 83)
 PS0756
 PS0756                          SUPERSEDED SURVEY CONTROL
 PS0756
 PS0756  NGVD 29 (04/17/07)  454.07   (m)         1489.7    (f) RESET       3  
 PS0756
 PS0756.Superseded values are not recommended for survey control.
 PS0756
 PS0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0756.See file dsdata.pdf to determine how the superseded data were derived.
 PS0756
 PS0756_MARKER: DV = VERTICAL CONTROL DISK
 PS0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0756_STAMPING: R 80 RESET 1988
 PS0756_MARK LOGO: NGS
 PS0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0756+STABILITY: SURFACE MOTION
 PS0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0756+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 PS0756
 PS0756  HISTORY     - Date     Condition        Report By
 PS0756  HISTORY     - 1988     MONUMENTED       NGS
 PS0756  HISTORY     - 19960602 GOOD             NGS
 PS0756
 PS0756                          STATION DESCRIPTION
 PS0756
 PS0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PS0756'12.8 KM (7.95 MI) EAST ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 PS0756'IN FAULKTON, 22.6 M (74.1 FT) EAST FROM THE CENTER OF 212,
 PS0756'0.3 M (1.0 FT) WEST OF WITNESS POST AND FENCE, IN THE TOP OF A
 PS0756'CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT), 68.6 M (225.1 FT)
 PS0756'EAST OF BENCH MARK X 46.
 PS0756
 PS0756                          STATION RECOVERY (1996)
 PS0756
 PS0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0756'12.7 KM (7.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 PS0756'IN FAULKTON, 344.0 M (1128.6 FT) EAST OF MILEPOST 275, 22.5 M (73.8
 PS0756'FT) EAST OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) NORTH OF THE
 PS0756'CENTER OF A FIELD ENTRANCE AND GATE, 3.5 M (11.5 FT) NORTH OF A GATE
 PS0756'POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 PS0756'WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 PS0756'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0119 ***********************************************************************
 PS0119  DESIGNATION -  R 81
 PS0119  PID         -  PS0119
 PS0119  STATE/COUNTY-  SD/JERAULD
 PS0119  COUNTRY     -  US
 PS0119  USGS QUAD   -  WOONSOCKET (2017)
 PS0119
 PS0119                         *CURRENT SURVEY CONTROL
 PS0119  ______________________________________________________________________
 PS0119* NAD 83(1986) POSITION- 44 03 55.     (N) 098 21 09.     (W)   SCALED
 PS0119* NAVD 88 ORTHO HEIGHT -   409.026 (meters)     1341.95  (feet) ADJUSTED
 PS0119  ______________________________________________________________________
 PS0119  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 PS0119  DYNAMIC HEIGHT  -        408.943 (meters)     1341.67  (feet) COMP
 PS0119  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 PS0119
 PS0119  VERT ORDER      -  SECOND    CLASS 0
 PS0119
 PS0119.The horizontal coordinates were scaled from a map and have
 PS0119.an estimated accuracy of +/- 6 seconds.
 PS0119
 PS0119.The orthometric height was determined by differential leveling and
 PS0119.adjusted by the NATIONAL GEODETIC SURVEY
 PS0119.in June 1991.
 PS0119
 PS0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0119.GEOID18 height accuracy estimate available here.
 PS0119
 PS0119.Click photographs - Photos may exist for this station.
 PS0119
 PS0119.The dynamic height is computed by dividing the NAVD 88
 PS0119.geopotential number by the normal gravity value computed on the
 PS0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0119.degrees latitude (g = 980.6199 gals.).
 PS0119
 PS0119.The modeled gravity was interpolated from observed gravity values.
 PS0119
 PS0119;                    North         East    Units  Estimated Accuracy
 PS0119;SPC SD S     -   194,300.      758,680.      MT  (+/- 180 meters Scaled)
 PS0119
 PS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP518793(NAD 83)
 PS0119
 PS0119                          SUPERSEDED SURVEY CONTROL
 PS0119
 PS0119  NGVD 29 (??/??/92)  408.724  (m)         1340.96   (f) ADJ UNCH    2 0
 PS0119
 PS0119.Superseded values are not recommended for survey control.
 PS0119
 PS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0119.See file dsdata.pdf to determine how the superseded data were derived.
 PS0119
 PS0119_MARKER: DB = BENCH MARK DISK
 PS0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0119_STAMPING: R 81 1934
 PS0119_MARK LOGO: CGS
 PS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0119+STABILITY: SURFACE MOTION
 PS0119
 PS0119  HISTORY     - Date     Condition        Report By
 PS0119  HISTORY     - 1934     MONUMENTED       CGS
 PS0119
 PS0119                          STATION DESCRIPTION
 PS0119
 PS0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0119'11.4 MI E FROM WESSINGTON SPRINGS.
 PS0119'11.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0119'PACIFIC RAILROAD FROM THE STATION AT WESSINGTON SPRINGS, JERAULD
 PS0119'COUNTY, 12 POLES EAST OF MILEPOST 398, AT THE CROSSING OF ALPENA
 PS0119'HIGHWAY, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 38 FEET
 PS0119'EAST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST AND 2 FEET
 PS0119'NORTH OF THE RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE
 PS0119'TRACK.  A STANDARD DISK, STAMPED R 81 1934 AND SET IN THE TOP
 PS0119'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0598 ***********************************************************************
 PR0598  DESIGNATION -  R 82
 PR0598  PID         -  PR0598
 PR0598  STATE/COUNTY-  SD/MINER
 PR0598  COUNTRY     -  US
 PR0598  USGS QUAD   -  ROSWELL (2017)
 PR0598
 PR0598                         *CURRENT SURVEY CONTROL
 PR0598  ______________________________________________________________________
 PR0598* NAD 83(1986) POSITION- 44 00 29.     (N) 097 38 40.     (W)   SCALED
 PR0598* NAVD 88 ORTHO HEIGHT -   434.677 (meters)     1426.10  (feet) ADJUSTED
 PR0598  ______________________________________________________________________
 PR0598  GEOID HEIGHT    -        -25.723 (meters)                     GEOID18
 PR0598  DYNAMIC HEIGHT  -        434.582 (meters)     1425.79  (feet) COMP
 PR0598  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 PR0598
 PR0598  VERT ORDER      -  SECOND    CLASS 0
 PR0598
 PR0598.The horizontal coordinates were scaled from a map and have
 PR0598.an estimated accuracy of +/- 6 seconds.
 PR0598
 PR0598.The orthometric height was determined by differential leveling and
 PR0598.adjusted by the NATIONAL GEODETIC SURVEY
 PR0598.in June 1991.
 PR0598
 PR0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0598.GEOID18 height accuracy estimate available here.
 PR0598
 PR0598.Click photographs - Photos may exist for this station.
 PR0598
 PR0598.The dynamic height is computed by dividing the NAVD 88
 PR0598.geopotential number by the normal gravity value computed on the
 PR0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0598.degrees latitude (g = 980.6199 gals.).
 PR0598
 PR0598.The modeled gravity was interpolated from observed gravity values.
 PR0598
 PR0598;                    North         East    Units  Estimated Accuracy
 PR0598;SPC SD S     -   189,540.      815,580.      MT  (+/- 180 meters Scaled)
 PR0598
 PR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP086736(NAD 83)
 PR0598
 PR0598                          SUPERSEDED SURVEY CONTROL
 PR0598
 PR0598  NGVD 29 (??/??/92)  434.394  (m)         1425.17   (f) ADJ UNCH    2 0
 PR0598
 PR0598.Superseded values are not recommended for survey control.
 PR0598
 PR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0598.See file dsdata.pdf to determine how the superseded data were derived.
 PR0598
 PR0598_MARKER: DB = BENCH MARK DISK
 PR0598_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0598_SP_SET: CULVERT HEADWALL
 PR0598_STAMPING: R 82 1934
 PR0598_MARK LOGO: CGS
 PR0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0598+STABILITY: SURFACE MOTION
 PR0598
 PR0598  HISTORY     - Date     Condition        Report By
 PR0598  HISTORY     - 1934     MONUMENTED       CGS
 PR0598
 PR0598                          STATION DESCRIPTION
 PR0598
 PR0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0598'2.6 MI E FROM ROSWELL.
 PR0598'2.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0598'RAILROAD FROM THE STATION AT ROSWELL, MINER COUNTY, 1-1/2 POLES
 PR0598'EAST OF MILEPOST 361, 150 FEET EAST OF A PRIVATE ENTRANCE, 70
 PR0598'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AT A T-FENCE LEADING
 PR0598'SOUTH, AT A 2-FOOT CONCRETE-PIPE CULVERT UNDER STATE HIGHWAY
 PR0598'34, IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL, AND
 PR0598'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0598'R 82 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0112 ***********************************************************************
 PS0112  DESIGNATION -  R 83
 PS0112  PID         -  PS0112
 PS0112  STATE/COUNTY-  SD/BEADLE
 PS0112  COUNTRY     -  US
 PS0112  USGS QUAD   -  HURON NW (2017)
 PS0112
 PS0112                         *CURRENT SURVEY CONTROL
 PS0112  ______________________________________________________________________
 PS0112* NAD 83(1986) POSITION- 44 26 36.     (N) 098 12 52.     (W)   SCALED
 PS0112* NAVD 88 ORTHO HEIGHT -   392.255 (meters)     1286.92  (feet) ADJUSTED
 PS0112  ______________________________________________________________________
 PS0112  GEOID HEIGHT    -        -24.847 (meters)                     GEOID18
 PS0112  DYNAMIC HEIGHT  -        392.195 (meters)     1286.73  (feet) COMP
 PS0112  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 PS0112
 PS0112  VERT ORDER      -  SECOND    CLASS 0
 PS0112
 PS0112.The horizontal coordinates were scaled from a map and have
 PS0112.an estimated accuracy of +/- 6 seconds.
 PS0112
 PS0112.The orthometric height was determined by differential leveling and
 PS0112.adjusted by the NATIONAL GEODETIC SURVEY
 PS0112.in June 1991.
 PS0112
 PS0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0112.GEOID18 height accuracy estimate available here.
 PS0112
 PS0112.Click photographs - Photos may exist for this station.
 PS0112
 PS0112.The dynamic height is computed by dividing the NAVD 88
 PS0112.geopotential number by the normal gravity value computed on the
 PS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0112.degrees latitude (g = 980.6199 gals.).
 PS0112
 PS0112.The modeled gravity was interpolated from observed gravity values.
 PS0112
 PS0112;                    North         East    Units  Estimated Accuracy
 PS0112;SPC SD N     -    69,350.      742,130.      MT  (+/- 180 meters Scaled)
 PS0112
 PS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625214(NAD 83)
 PS0112
 PS0112                          SUPERSEDED SURVEY CONTROL
 PS0112
 PS0112  NGVD 29 (??/??/92)  391.993  (m)         1286.06   (f) ADJ UNCH    2 0
 PS0112
 PS0112.Superseded values are not recommended for survey control.
 PS0112
 PS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0112.See file dsdata.pdf to determine how the superseded data were derived.
 PS0112
 PS0112_MARKER: DB = BENCH MARK DISK
 PS0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0112_STAMPING: R 83 1934
 PS0112_MARK LOGO: CGS
 PS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0112+STABILITY: SURFACE MOTION
 PS0112
 PS0112  HISTORY     - Date     Condition        Report By
 PS0112  HISTORY     - 1934     MONUMENTED       CGS
 PS0112  HISTORY     - 1977     POOR             NGS
 PS0112
 PS0112                          STATION DESCRIPTION
 PS0112
 PS0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0112'5.3 MI N FROM HURON.
 PS0112'5.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND NORTH
 PS0112'WESTERN RAILWAY STATION AT HURON, BEADLE COUNTY, 54 FEET NORTH
 PS0112'OF THE CENTER OF THE INTERSECTION OF A CROSS ROAD, 49 FEET WEST
 PS0112'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF THE RIGHT-OF-WAY
 PS0112'FENCE AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R 83
 PS0112'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0112
 PS0112                          STATION RECOVERY (1977)
 PS0112
 PS0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PS0112'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0063 ***********************************************************************
 PS0063  DESIGNATION -  R 84
 PS0063  PID         -  PS0063
 PS0063  STATE/COUNTY-  SD/SPINK
 PS0063  COUNTRY     -  US
 PS0063  USGS QUAD   -  DOLAND (2017)
 PS0063
 PS0063                         *CURRENT SURVEY CONTROL
 PS0063  ______________________________________________________________________
 PS0063* NAD 83(1986) POSITION- 44 53 07.71   (N) 098 05 54.30   (W)   HD_HELD1
 PS0063* NAVD 88 ORTHO HEIGHT -   414.968 (meters)     1361.44  (feet) ADJUSTED
 PS0063  ______________________________________________________________________
 PS0063  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 PS0063  DYNAMIC HEIGHT  -        414.922 (meters)     1361.29  (feet) COMP
 PS0063  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 PS0063
 PS0063  VERT ORDER      -  SECOND    CLASS 0
 PS0063
 PS0063.The horizontal coordinates were determined by differentially corrected
 PS0063.hand held GPS observations or other comparable positioning techniques
 PS0063.and have an estimated accuracy of +/- 3 meters.
 PS0063
 PS0063.The orthometric height was determined by differential leveling and
 PS0063.adjusted by the NATIONAL GEODETIC SURVEY
 PS0063.in June 1991.
 PS0063
 PS0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0063.GEOID18 height accuracy estimate available here.
 PS0063
 PS0063.Click photographs - Photos may exist for this station.
 PS0063
 PS0063.The dynamic height is computed by dividing the NAVD 88
 PS0063.geopotential number by the normal gravity value computed on the
 PS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0063.degrees latitude (g = 980.6199 gals.).
 PS0063
 PS0063.The modeled gravity was interpolated from observed gravity values.
 PS0063
 PS0063;                    North         East    Units  Estimated Accuracy
 PS0063;SPC SD N     -   118,680.4     750,209.9     MT  (+/- 3 meters HH1 GPS) 
 PS0063
 PS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ7119970623(NAD 83)
 PS0063
 PS0063                          SUPERSEDED SURVEY CONTROL
 PS0063
 PS0063  NGVD 29 (??/??/92)  414.687  (m)         1360.52   (f) ADJ UNCH    2 0
 PS0063
 PS0063.Superseded values are not recommended for survey control.
 PS0063
 PS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0063.See file dsdata.pdf to determine how the superseded data were derived.
 PS0063
 PS0063_MARKER: DB = BENCH MARK DISK
 PS0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0063_STAMPING: R 84 1934
 PS0063_MARK LOGO: CGS
 PS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0063+STABILITY: SURFACE MOTION
 PS0063
 PS0063  HISTORY     - Date     Condition        Report By
 PS0063  HISTORY     - 1934     MONUMENTED       CGS
 PS0063  HISTORY     - 1971     MARK NOT FOUND   USGS
 PS0063
 PS0063                          STATION DESCRIPTION
 PS0063
 PS0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0063'0.9 MI S FROM DOLAND.
 PS0063'0.9 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE CITY WATER TANK
 PS0063'AT DOLAND, SPINK COUNTY, 21 FEET NORTH AND 4 FEET EAST OF A
 PS0063'RIGHT-OF-WAY FENCE CORNER, 37 FEET EAST OF THE CENTERLINE
 PS0063'OF THE HIGHWAY, AND ABOUT 6 INCHES LOWER THAN THE HIGHWAY.
 PS0063'A STANDARD DISK, STAMPED R 84 1934 AND SET IN THE TOP OF A CONCRETE
 PS0063'POST.
 PS0063
 PS0063                          STATION RECOVERY (1971)
 PS0063
 PS0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PS0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0284 ***********************************************************************
 QQ0284  DESIGNATION -  R 85
 QQ0284  PID         -  QQ0284
 QQ0284  STATE/COUNTY-  SD/CLARK
 QQ0284  COUNTRY     -  US
 QQ0284  USGS QUAD   -  BRADLEY (2017)
 QQ0284
 QQ0284                         *CURRENT SURVEY CONTROL
 QQ0284  ______________________________________________________________________
 QQ0284* NAD 83(1986) POSITION- 45 05 25.     (N) 097 38 19.     (W)   SCALED
 QQ0284* NAVD 88 ORTHO HEIGHT -   553.801 (meters)     1816.93  (feet) ADJUSTED
 QQ0284  ______________________________________________________________________
 QQ0284  GEOID HEIGHT    -        -24.784 (meters)                     GEOID18
 QQ0284  DYNAMIC HEIGHT  -        553.728 (meters)     1816.69  (feet) COMP
 QQ0284  MODELED GRAVITY -    980,466.4   (mgal)                       NAVD 88
 QQ0284
 QQ0284  VERT ORDER      -  SECOND    CLASS 0
 QQ0284
 QQ0284.The horizontal coordinates were scaled from a map and have
 QQ0284.an estimated accuracy of +/- 6 seconds.
 QQ0284
 QQ0284.The orthometric height was determined by differential leveling and
 QQ0284.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0284.in June 1991.
 QQ0284
 QQ0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0284.GEOID18 height accuracy estimate available here.
 QQ0284
 QQ0284.Click photographs - Photos may exist for this station.
 QQ0284
 QQ0284.The dynamic height is computed by dividing the NAVD 88
 QQ0284.geopotential number by the normal gravity value computed on the
 QQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0284.degrees latitude (g = 980.6199 gals.).
 QQ0284
 QQ0284.The modeled gravity was interpolated from observed gravity values.
 QQ0284
 QQ0284;                    North         East    Units  Estimated Accuracy
 QQ0284;SPC SD N     -   142,390.      785,860.      MT  (+/- 180 meters Scaled)
 QQ0284
 QQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ071938(NAD 83)
 QQ0284
 QQ0284                          SUPERSEDED SURVEY CONTROL
 QQ0284
 QQ0284  NGVD 29 (??/??/92)  553.492  (m)         1815.92   (f) ADJ UNCH    2 0
 QQ0284
 QQ0284.Superseded values are not recommended for survey control.
 QQ0284
 QQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0284.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0284
 QQ0284_MARKER: DB = BENCH MARK DISK
 QQ0284_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0284_SP_SET: WELL TOP
 QQ0284_STAMPING: R 85 1934
 QQ0284_MARK LOGO: CGS
 QQ0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0284
 QQ0284  HISTORY     - Date     Condition        Report By
 QQ0284  HISTORY     - 1934     MONUMENTED       CGS
 QQ0284
 QQ0284                          STATION DESCRIPTION
 QQ0284
 QQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0284'AT BRADLEY.
 QQ0284'AT BRADLEY, CLARK COUNTY, ALONG THE MINNEAPOLIS AND ST. LOUIS
 QQ0284'RAILROAD, 29 FEET NORTH AND 27 FEET EAST OF THE NORTHEAST CORNER
 QQ0284'OF A SCHOOLHOUSE, 141 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 QQ0284'IN THE NORTHWEST CORNER OF A CONCRETE WELL TOP, AND ABOUT 1.5
 QQ0284'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED R 85 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0104 ***********************************************************************
 QR0104  DESIGNATION -  R 86
 QR0104  PID         -  QR0104
 QR0104  STATE/COUNTY-  SD/SPINK
 QR0104  COUNTRY     -  US
 QR0104  USGS QUAD   -  MELLETTE (2017)
 QR0104
 QR0104                         *CURRENT SURVEY CONTROL
 QR0104  ______________________________________________________________________
 QR0104* NAD 83(1986) POSITION- 45 09 38.     (N) 098 26 02.     (W)   SCALED
 QR0104* NAVD 88 ORTHO HEIGHT -   394.770 (meters)     1295.17  (feet) ADJUSTED
 QR0104  ______________________________________________________________________
 QR0104  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 QR0104  DYNAMIC HEIGHT  -        394.734 (meters)     1295.06  (feet) COMP
 QR0104  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 QR0104
 QR0104  VERT ORDER      -  SECOND    CLASS 0
 QR0104
 QR0104.The horizontal coordinates were scaled from a map and have
 QR0104.an estimated accuracy of +/- 6 seconds.
 QR0104
 QR0104.The orthometric height was determined by differential leveling and
 QR0104.adjusted by the NATIONAL GEODETIC SURVEY
 QR0104.in June 1991.
 QR0104
 QR0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0104.GEOID18 height accuracy estimate available here.
 QR0104
 QR0104.Click photographs - Photos may exist for this station.
 QR0104
 QR0104.The dynamic height is computed by dividing the NAVD 88
 QR0104.geopotential number by the normal gravity value computed on the
 QR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0104.degrees latitude (g = 980.6199 gals.).
 QR0104
 QR0104.The modeled gravity was interpolated from observed gravity values.
 QR0104
 QR0104;                    North         East    Units  Estimated Accuracy
 QR0104;SPC SD N     -   148,680.      723,120.      MT  (+/- 180 meters Scaled)
 QR0104
 QR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR444009(NAD 83)
 QR0104
 QR0104                          SUPERSEDED SURVEY CONTROL
 QR0104
 QR0104  NGVD 29 (??/??/92)  394.490  (m)         1294.26   (f) ADJ UNCH    2 0
 QR0104
 QR0104.Superseded values are not recommended for survey control.
 QR0104
 QR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0104.See file dsdata.pdf to determine how the superseded data were derived.
 QR0104
 QR0104_MARKER: DB = BENCH MARK DISK
 QR0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0104_STAMPING: R 86 1934
 QR0104_MARK LOGO: CGS
 QR0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0104+STABILITY: SURFACE MOTION
 QR0104
 QR0104  HISTORY     - Date     Condition        Report By
 QR0104  HISTORY     - 1934     MONUMENTED       CGS
 QR0104
 QR0104                          STATION DESCRIPTION
 QR0104
 QR0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0104'5.4 MI W FROM BRENTFORD.
 QR0104'5.4 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0104'FROM THE STATION AT BRENTFORD, SPINK COUNTY, ABOUT 19-1/2
 QR0104'POLES WEST OF MILEPOST 307, ABOUT 585 FEET WEST OF THE CENTER
 QR0104'OF A PUBLIC-ROAD CROSSING, 33 FEET SOUTH OF THE CENTER LINE
 QR0104'OF THE TRACK, 14 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND
 QR0104'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0104'R 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0251 ***********************************************************************
 QR0251  DESIGNATION -  R 87
 QR0251  PID         -  QR0251
 QR0251  STATE/COUNTY-  SD/FAULK
 QR0251  COUNTRY     -  US
 QR0251  USGS QUAD   -  NORBECK (2017)
 QR0251
 QR0251                         *CURRENT SURVEY CONTROL
 QR0251  ______________________________________________________________________
 QR0251* NAD 83(1986) POSITION- 45 10 55.     (N) 099 10 37.     (W)   SCALED
 QR0251* NAVD 88 ORTHO HEIGHT -   496.970 (meters)     1630.48  (feet) ADJUSTED
 QR0251  ______________________________________________________________________
 QR0251  GEOID HEIGHT    -        -23.467 (meters)                     GEOID18
 QR0251  DYNAMIC HEIGHT  -        496.913 (meters)     1630.29  (feet) COMP
 QR0251  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 QR0251
 QR0251  VERT ORDER      -  SECOND    CLASS 0
 QR0251
 QR0251.The horizontal coordinates were scaled from a map and have
 QR0251.an estimated accuracy of +/- 6 seconds.
 QR0251
 QR0251.The orthometric height was determined by differential leveling and
 QR0251.adjusted by the NATIONAL GEODETIC SURVEY
 QR0251.in June 1991.
 QR0251
 QR0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0251.GEOID18 height accuracy estimate available here.
 QR0251
 QR0251.Click photographs - Photos may exist for this station.
 QR0251
 QR0251.The dynamic height is computed by dividing the NAVD 88
 QR0251.geopotential number by the normal gravity value computed on the
 QR0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0251.degrees latitude (g = 980.6199 gals.).
 QR0251
 QR0251.The modeled gravity was interpolated from observed gravity values.
 QR0251
 QR0251;                    North         East    Units  Estimated Accuracy
 QR0251;SPC SD N     -   150,190.      664,690.      MT  (+/- 180 meters Scaled)
 QR0251
 QR0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR860031(NAD 83)
 QR0251
 QR0251                          SUPERSEDED SURVEY CONTROL
 QR0251
 QR0251  NGVD 29 (??/??/92)  496.621  (m)         1629.33   (f) ADJ UNCH    2 0
 QR0251
 QR0251.Superseded values are not recommended for survey control.
 QR0251
 QR0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0251.See file dsdata.pdf to determine how the superseded data were derived.
 QR0251
 QR0251_MARKER: DB = BENCH MARK DISK
 QR0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0251_STAMPING: R 87 1934
 QR0251_MARK LOGO: CGS
 QR0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0251+STABILITY: SURFACE MOTION
 QR0251
 QR0251  HISTORY     - Date     Condition        Report By
 QR0251  HISTORY     - 1934     MONUMENTED       CGS
 QR0251
 QR0251                          STATION DESCRIPTION
 QR0251
 QR0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0251'2 MI E FROM NORBECK.
 QR0251'2.0 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 QR0251'NORBECK, FAULK COUNTY, ABOUT 3 POLES WEST OF MILEPOST 344, 18
 QR0251'FEET EAST OF A RAIL REST, 20 FEET SOUTH OF THE CENTER LINE OF THE
 QR0251'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 QR0251'STAMPED R 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0146 ***********************************************************************
 QR0146  DESIGNATION -  R 89
 QR0146  PID         -  QR0146
 QR0146  STATE/COUNTY-  SD/MCPHERSON
 QR0146  COUNTRY     -  US
 QR0146  USGS QUAD   -  WETONKA NORTH (2017)
 QR0146
 QR0146                         *CURRENT SURVEY CONTROL
 QR0146  ______________________________________________________________________
 QR0146* NAD 83(1986) POSITION- 45 43 20.     (N) 098 47 24.     (W)   SCALED
 QR0146* NAVD 88 ORTHO HEIGHT -   453.670 (meters)     1488.42  (feet) ADJUSTED
 QR0146  ______________________________________________________________________
 QR0146  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 QR0146  DYNAMIC HEIGHT  -        453.643 (meters)     1488.33  (feet) COMP
 QR0146  MODELED GRAVITY -    980,542.8   (mgal)                       NAVD 88
 QR0146
 QR0146  VERT ORDER      -  SECOND    CLASS 0
 QR0146
 QR0146.The horizontal coordinates were scaled from a map and have
 QR0146.an estimated accuracy of +/- 6 seconds.
 QR0146
 QR0146.The orthometric height was determined by differential leveling and
 QR0146.adjusted by the NATIONAL GEODETIC SURVEY
 QR0146.in June 1991.
 QR0146
 QR0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0146.GEOID18 height accuracy estimate available here.
 QR0146
 QR0146.Click photographs - Photos may exist for this station.
 QR0146
 QR0146.The dynamic height is computed by dividing the NAVD 88
 QR0146.geopotential number by the normal gravity value computed on the
 QR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0146.degrees latitude (g = 980.6199 gals.).
 QR0146
 QR0146.The modeled gravity was interpolated from observed gravity values.
 QR0146
 QR0146;                    North         East    Units  Estimated Accuracy
 QR0146;SPC SD N     -   210,610.      694,200.      MT  (+/- 180 meters Scaled)
 QR0146
 QR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR163632(NAD 83)
 QR0146
 QR0146                          SUPERSEDED SURVEY CONTROL
 QR0146
 QR0146  NGVD 29 (??/??/92)  453.336  (m)         1487.32   (f) ADJ UNCH    2 0
 QR0146
 QR0146.Superseded values are not recommended for survey control.
 QR0146
 QR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0146.See file dsdata.pdf to determine how the superseded data were derived.
 QR0146
 QR0146_MARKER: DB = BENCH MARK DISK
 QR0146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0146_SP_SET: WINGWALL
 QR0146_STAMPING: R 89 1934
 QR0146_MARK LOGO: CGS
 QR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0146+STABILITY: SURFACE MOTION
 QR0146
 QR0146  HISTORY     - Date     Condition        Report By
 QR0146  HISTORY     - 1934     MONUMENTED       CGS
 QR0146  HISTORY     - 1965     MARK NOT FOUND   CGS
 QR0146  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0146
 QR0146                          STATION DESCRIPTION
 QR0146
 QR0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QR0146'7.3 MI E FROM LEOLA.
 QR0146'7.3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL WATER
 QR0146'TOWER AT LEOLA, MC PHERSON COUNTY, AT A 30-FOOT CONCRETE WING
 QR0146'WALL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A
 QR0146'STANDARD DISK, STAMPED R 89 1934.
 QR0146
 QR0146                          STATION RECOVERY (1970)
 QR0146
 QR0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0256 ***********************************************************************
 OS0256  DESIGNATION -  R 9
 OS0256  PID         -  OS0256
 OS0256  STATE/COUNTY-  SD/JACKSON
 OS0256  COUNTRY     -  US
 OS0256  USGS QUAD   -  STAMFORD SW (2017)
 OS0256
 OS0256                         *CURRENT SURVEY CONTROL
 OS0256  ______________________________________________________________________
 OS0256* NAD 83(1986) POSITION- 43 50 41.     (N) 101 12 57.     (W)   SCALED
 OS0256* NAVD 88 ORTHO HEIGHT -   697.243 (meters)     2287.54  (feet) ADJUSTED
 OS0256  ______________________________________________________________________
 OS0256  GEOID HEIGHT    -        -22.728 (meters)                     GEOID18
 OS0256  DYNAMIC HEIGHT  -        697.019 (meters)     2286.80  (feet) COMP
 OS0256  MODELED GRAVITY -    980,275.4   (mgal)                       NAVD 88
 OS0256
 OS0256  VERT ORDER      -  FIRST     CLASS II
 OS0256
 OS0256.The horizontal coordinates were scaled from a map and have
 OS0256.an estimated accuracy of +/- 6 seconds.
 OS0256
 OS0256.The orthometric height was determined by differential leveling and
 OS0256.adjusted by the NATIONAL GEODETIC SURVEY
 OS0256.in June 1991.
 OS0256
 OS0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0256.GEOID18 height accuracy estimate available here.
 OS0256
 OS0256.Click photographs - Photos may exist for this station.
 OS0256
 OS0256.The dynamic height is computed by dividing the NAVD 88
 OS0256.geopotential number by the normal gravity value computed on the
 OS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0256.degrees latitude (g = 980.6199 gals.).
 OS0256
 OS0256.The modeled gravity was interpolated from observed gravity values.
 OS0256
 OS0256;                    North         East    Units  Estimated Accuracy
 OS0256;SPC SD S     -   168,280.      529,040.      MT  (+/- 180 meters Scaled)
 OS0256
 OS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP218570(NAD 83)
 OS0256
 OS0256                          SUPERSEDED SURVEY CONTROL
 OS0256
 OS0256  NGVD 29 (??/??/92)  696.780  (m)         2286.02   (f) ADJ UNCH    1 2
 OS0256
 OS0256.Superseded values are not recommended for survey control.
 OS0256
 OS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0256.See file dsdata.pdf to determine how the superseded data were derived.
 OS0256
 OS0256_MARKER: DB = BENCH MARK DISK
 OS0256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0256_SP_SET: CONCRETE GUARD RAIL
 OS0256_STAMPING: R 9 1925 2286.019
 OS0256_MARK LOGO: CGS
 OS0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0256+STABILITY: SURFACE MOTION
 OS0256
 OS0256  HISTORY     - Date     Condition        Report By
 OS0256  HISTORY     - 1925     MONUMENTED       CGS
 OS0256  HISTORY     - 1962     GOOD             CGS
 OS0256  HISTORY     - 1985     GOOD             NGS
 OS0256
 OS0256                          STATION DESCRIPTION
 OS0256
 OS0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0256'2.8 MI E FROM BELVIDERE.
 OS0256'ABOUT 2.85 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0256'AND PACIFIC RAILROAD, FROM THE STATION AT BELVIDERE, IN SECTION
 OS0256'26, T 2 S, R 24 E, 2 POLES EAST OF MILE POST 546, 118 FEET
 OS0256'NORTH OF THE NORTH RAIL, 14 FEET SOUTH OF THE CENTER LINE OF THE
 OS0256'OLD HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST WING WALL
 OS0256'OF A CONCRETE CULVERT UNDER OLD HIGHWAY 16, ABOUT 10 FEET
 OS0256'BELOW THE LEVEL OF THE RAILS, AND PROJECTING 24 INCHES.
 OS0256
 OS0256                          STATION RECOVERY (1985)
 OS0256
 OS0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0256'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.15 KM (0.7
 OS0256'MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT BELVIDERE,
 OS0256'THENCE 4.45 KM (2.8 MI) EAST ALONG I-90, IN TOP OF THE NORTHEAST END
 OS0256'OF THE SOUTHEAST CONCRETE GUARD FOR A 4- BY 5-FOOT BOX CULVERT UNDER
 OS0256'THE ABANDON HIGHWAY, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 166,
 OS0256'167.6 METERS (550 FT) SOUTHEAST ACROSS THE FRONTAGE ROAD FROM THE EAST
 OS0256'BOUND HIGHWAY CENTERLINE, 103.9 METERS (341 FT) SOUTHEAST OF THE
 OS0256'CENTER OF THE FRONTAGE ROAD, 35.9 METERS (118 FT) NORTHWEST OF THE
 OS0256'NORTHWEST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OS0256'RAILROAD AND METERS (14 FT) SOUTHEAST OF THE CENTER OF THE ABANDON
 OS0256'HIGHWAY.
 OS0256'THE MARK IS 0.8 M ABOVE THE ABANDON HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0346 ***********************************************************************
 QQ0346  DESIGNATION -  R 91
 QQ0346  PID         -  QQ0346
 QQ0346  STATE/COUNTY-  SD/DAY
 QQ0346  COUNTRY     -  US
 QQ0346  USGS QUAD   -  LANGFORD (2017)
 QQ0346
 QQ0346                         *CURRENT SURVEY CONTROL
 QQ0346  ______________________________________________________________________
 QQ0346* NAD 83(1986) POSITION- 45 34 59.     (N) 097 50 09.     (W)   SCALED
 QQ0346* NAVD 88 ORTHO HEIGHT -   422.166 (meters)     1385.06  (feet) ADJUSTED
 QQ0346  ______________________________________________________________________
 QQ0346  GEOID HEIGHT    -        -24.967 (meters)                     GEOID18
 QQ0346  DYNAMIC HEIGHT  -        422.142 (meters)     1384.98  (feet) COMP
 QQ0346  MODELED GRAVITY -    980,547.2   (mgal)                       NAVD 88
 QQ0346
 QQ0346  VERT ORDER      -  SECOND    CLASS 0
 QQ0346
 QQ0346.The horizontal coordinates were scaled from a map and have
 QQ0346.an estimated accuracy of +/- 6 seconds.
 QQ0346
 QQ0346.The orthometric height was determined by differential leveling and
 QQ0346.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0346.in June 1991.
 QQ0346
 QQ0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0346.GEOID18 height accuracy estimate available here.
 QQ0346
 QQ0346.Click photographs - Photos may exist for this station.
 QQ0346
 QQ0346.The dynamic height is computed by dividing the NAVD 88
 QQ0346.geopotential number by the normal gravity value computed on the
 QQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0346.degrees latitude (g = 980.6199 gals.).
 QQ0346
 QQ0346.The modeled gravity was interpolated from observed gravity values.
 QQ0346
 QQ0346;                    North         East    Units  Estimated Accuracy
 QQ0346;SPC SD N     -   196,700.      768,880.      MT  (+/- 180 meters Scaled)
 QQ0346
 QQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR908483(NAD 83)
 QQ0346
 QQ0346                          SUPERSEDED SURVEY CONTROL
 QQ0346
 QQ0346  NGVD 29 (??/??/92)  421.888  (m)         1384.14   (f) ADJ UNCH    2 0
 QQ0346
 QQ0346.Superseded values are not recommended for survey control.
 QQ0346
 QQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0346.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0346
 QQ0346_MARKER: DB = BENCH MARK DISK
 QQ0346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0346_SP_SET: CULVERT HEADWALL
 QQ0346_STAMPING: R 91 1934
 QQ0346_MARK LOGO: CGS
 QQ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0346+STABILITY: SURFACE MOTION
 QQ0346
 QQ0346  HISTORY     - Date     Condition        Report By
 QQ0346  HISTORY     - 1934     MONUMENTED       CGS
 QQ0346  HISTORY     - 1969     GOOD             CGS
 QQ0346
 QQ0346                          STATION DESCRIPTION
 QQ0346
 QQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0346'1.8 MI S FROM LANGFORD.
 QQ0346'ABOUT 1.8 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0346'PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT LANGFORD, MARSHALL
 QQ0346'COUNTY, ABOUT 6 POLES NORTH OF MILEPOST 13, ABOUT 250 FEET NORTH
 QQ0346'OF A PUBLIC-ROAD CROSSING, AT A 4- BY 4-FOOT REINFORCED CONCRETE
 QQ0346'BOX CULVERT UNDER STATE HIGHWAY 25, IN THE CENTER OF THE WEST
 QQ0346'CONCRETE HEAD WALL, 70 FEET EAST OF THE CENTER LINE OF THE TRACK,
 QQ0346'AND ABOUT 2.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QQ0346'STAMPED R 91 1934.
 QQ0346
 QQ0346                          STATION RECOVERY (1969)
 QQ0346
 QQ0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 QQ0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0361 ***********************************************************************
 QQ0361  DESIGNATION -  R 91 RESET
 QQ0361  PID         -  QQ0361
 QQ0361  STATE/COUNTY-  SD/DAY
 QQ0361  COUNTRY     -  US
 QQ0361  USGS QUAD   -  LANGFORD (2017)
 QQ0361
 QQ0361                         *CURRENT SURVEY CONTROL
 QQ0361  ______________________________________________________________________
 QQ0361* NAD 83(1986) POSITION- 45 34 59.     (N) 097 50 09.     (W)   SCALED
 QQ0361* NAVD 88 ORTHO HEIGHT -   420.79  (meters)     1380.5   (feet) RESET
 QQ0361  ______________________________________________________________________
 QQ0361  GEOID HEIGHT    -        -24.967 (meters)                     GEOID18
 QQ0361  VERT ORDER      -  THIRD
 QQ0361
 QQ0361.The horizontal coordinates were scaled from a map and have
 QQ0361.an estimated accuracy of +/- 6 seconds.
 QQ0361
 QQ0361.The orthometric height was computed from unverified reset data.
 QQ0361
 QQ0361.No vertical observational check was made to the station.
 QQ0361
 QQ0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0361.GEOID18 height accuracy estimate available here.
 QQ0361
 QQ0361.Click photographs - Photos may exist for this station.
 QQ0361
 QQ0361;                    North         East    Units  Estimated Accuracy
 QQ0361;SPC SD N     -   196,700.      768,880.      MT  (+/- 180 meters Scaled)
 QQ0361
 QQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR908483(NAD 83)
 QQ0361
 QQ0361                          SUPERSEDED SURVEY CONTROL
 QQ0361
 QQ0361  NGVD 29 (04/17/07)  420.51   (m)         1379.6    (f) RESET       3  
 QQ0361
 QQ0361.Superseded values are not recommended for survey control.
 QQ0361
 QQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0361.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0361
 QQ0361_MARKER: DV = VERTICAL CONTROL DISK
 QQ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0361_STAMPING: R 91 1934 RESET 1981
 QQ0361_MARK LOGO: NGS
 QQ0361_PROJECTION: PROJECTING 10 CENTIMETERS
 QQ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0361+STABILITY: SURFACE MOTION
 QQ0361
 QQ0361  HISTORY     - Date     Condition        Report By
 QQ0361  HISTORY     - 1981     MONUMENTED       NGS
 QQ0361
 QQ0361                          STATION DESCRIPTION
 QQ0361
 QQ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 QQ0361'1.5 MI SOUTH FROM LANGFORD.
 QQ0361'0.3 KM (0.2 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 QQ0361'LANGFORD, THENCE 2.4 KM (1.5 MI) SOUTH ALONG HIGHWAY 27, 8.3 METERS
 QQ0361'(27.1 FEET) SOUTH OF THE EAST END OF AN IRON CULVERT UNDER HE
 QQ0361'RAILROAD, AND 5.5 METERS (17.9 FEET) EAST OF THE EAST RAIL OF THE
 QQ0361'RAILROAD TRACK.
 QQ0361'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 QQ0361'THE MARK IS 6.0 FT BELOW TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0157 ***********************************************************************
 QQ0157  DESIGNATION -  R 92
 QQ0157  PID         -  QQ0157
 QQ0157  STATE/COUNTY-  SD/ROBERTS
 QQ0157  COUNTRY     -  US
 QQ0157  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0157
 QQ0157                         *CURRENT SURVEY CONTROL
 QQ0157  ______________________________________________________________________
 QQ0157* NAD 83(1986) POSITION- 45 52 32.     (N) 096 47 30.     (W)   SCALED
 QQ0157* NAVD 88 ORTHO HEIGHT -   315.065 (meters)     1033.68  (feet) ADJUSTED
 QQ0157  ______________________________________________________________________
 QQ0157  GEOID HEIGHT    -        -26.186 (meters)                     GEOID18
 QQ0157  DYNAMIC HEIGHT  -        315.061 (meters)     1033.66  (feet) COMP
 QQ0157  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 QQ0157
 QQ0157  VERT ORDER      -  SECOND    CLASS 0
 QQ0157
 QQ0157.The horizontal coordinates were scaled from a map and have
 QQ0157.an estimated accuracy of +/- 6 seconds.
 QQ0157
 QQ0157.The orthometric height was determined by differential leveling and
 QQ0157.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0157.in June 1991.
 QQ0157
 QQ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0157.GEOID18 height accuracy estimate available here.
 QQ0157
 QQ0157.Click photographs - Photos may exist for this station.
 QQ0157
 QQ0157.The dynamic height is computed by dividing the NAVD 88
 QQ0157.geopotential number by the normal gravity value computed on the
 QQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0157.degrees latitude (g = 980.6199 gals.).
 QQ0157
 QQ0157.The modeled gravity was interpolated from observed gravity values.
 QQ0157
 QQ0157;                    North         East    Units  Estimated Accuracy
 QQ0157;SPC SD N     -   231,890.      849,030.      MT  (+/- 180 meters Scaled)
 QQ0157
 QQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR713825(NAD 83)
 QQ0157
 QQ0157                          SUPERSEDED SURVEY CONTROL
 QQ0157
 QQ0157  NGVD 29 (??/??/92)  314.864  (m)         1033.02   (f) ADJ UNCH    2 0
 QQ0157
 QQ0157.Superseded values are not recommended for survey control.
 QQ0157
 QQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0157.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0157
 QQ0157_MARKER: DB = BENCH MARK DISK
 QQ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0157_STAMPING: R 92 1934
 QQ0157_MARK LOGO: CGS
 QQ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0157+STABILITY: SURFACE MOTION
 QQ0157
 QQ0157  HISTORY     - Date     Condition        Report By
 QQ0157  HISTORY     - 1934     MONUMENTED       CGS
 QQ0157  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0157
 QQ0157                          STATION DESCRIPTION
 QQ0157
 QQ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0157'2 MI NE FROM VICTOR.
 QQ0157'2.0 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0157'STE. MARIE RAILWAY FROM THE STATION AT VICTOR, ROBERTS COUNTY,
 QQ0157'AT MILEPOST 21, AT ABOUT THE CENTER OF A LONG FILL, 39 FEET
 QQ0157'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN
 QQ0157'THE TRACK.  A STANDARD DISK, STAMPED R 92 1934 AND SET IN THE
 QQ0157'TOP OF A CONCRETE POST.  NOTE-- MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0157'STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 QQ0157
 QQ0157                          STATION RECOVERY (1972)
 QQ0157
 QQ0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0286 ***********************************************************************
 PR0286  DESIGNATION -  R 93
 PR0286  PID         -  PR0286
 PR0286  STATE/COUNTY-  SD/DEUEL
 PR0286  COUNTRY     -  US
 PR0286  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0286
 PR0286                         *CURRENT SURVEY CONTROL
 PR0286  ______________________________________________________________________
 PR0286* NAD 83(1986) POSITION- 44 50 16.     (N) 096 36 05.     (W)   SCALED
 PR0286* NAVD 88 ORTHO HEIGHT -   516.350 (meters)     1694.06  (feet) ADJUSTED
 PR0286  ______________________________________________________________________
 PR0286  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 PR0286  DYNAMIC HEIGHT  -        516.281 (meters)     1693.83  (feet) COMP
 PR0286  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PR0286
 PR0286  VERT ORDER      -  SECOND    CLASS 0
 PR0286
 PR0286.The horizontal coordinates were scaled from a map and have
 PR0286.an estimated accuracy of +/- 6 seconds.
 PR0286
 PR0286.The orthometric height was determined by differential leveling and
 PR0286.adjusted by the NATIONAL GEODETIC SURVEY
 PR0286.in June 1991.
 PR0286
 PR0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0286.GEOID18 height accuracy estimate available here.
 PR0286
 PR0286.Click photographs - Photos may exist for this station.
 PR0286
 PR0286.The dynamic height is computed by dividing the NAVD 88
 PR0286.geopotential number by the normal gravity value computed on the
 PR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0286.degrees latitude (g = 980.6199 gals.).
 PR0286
 PR0286.The modeled gravity was interpolated from observed gravity values.
 PR0286
 PR0286;                    North         East    Units  Estimated Accuracy
 PR0286;SPC SD N     -   117,260.      868,630.      MT  (+/- 180 meters Scaled)
 PR0286
 PR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ895677(NAD 83)
 PR0286
 PR0286                          SUPERSEDED SURVEY CONTROL
 PR0286
 PR0286  NGVD 29 (??/??/92)  516.106  (m)         1693.26   (f) ADJ UNCH    2 0
 PR0286
 PR0286.Superseded values are not recommended for survey control.
 PR0286
 PR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0286.See file dsdata.pdf to determine how the superseded data were derived.
 PR0286
 PR0286_MARKER: DB = BENCH MARK DISK
 PR0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0286_STAMPING: R 93 1934
 PR0286_MARK LOGO: CGS
 PR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0286+STABILITY: SURFACE MOTION
 PR0286
 PR0286  HISTORY     - Date     Condition        Report By
 PR0286  HISTORY     - 1934     MONUMENTED       CGS
 PR0286  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0286
 PR0286                          STATION DESCRIPTION
 PR0286
 PR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0286'2 MI W FROM MORITZ.
 PR0286'ABOUT 2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0286'FROM THE STATION AT MORITZ, DEUEL COUNTY, ABOUT 4 POLES EAST
 PR0286'OF MILEPOST 293, ABOUT 250 FEET EAST OF BRIDGE 767, 37 FEET
 PR0286'NORTH OF THE CENTER LINE OF THE TRACK, 3 FEET SOUTHWEST OF A POLE,
 PR0286'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0286'R 93 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0286
 PR0286                          STATION RECOVERY (1973)
 PR0286
 PR0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0212 ***********************************************************************
 PR0212  DESIGNATION -  R 95
 PR0212  PID         -  PR0212
 PR0212  STATE/COUNTY-  SD/BROOKINGS
 PR0212  COUNTRY     -  US
 PR0212  USGS QUAD   -  BROOKINGS (2017)
 PR0212
 PR0212                         *CURRENT SURVEY CONTROL
 PR0212  ______________________________________________________________________
 PR0212* NAD 83(1986) POSITION- 44 18 37.6    (N) 096 47 54.0    (W)   HD_HELD2
 PR0212* NAVD 88 ORTHO HEIGHT -   494.917 (meters)     1623.74  (feet) ADJUSTED
 PR0212  ______________________________________________________________________
 PR0212  GEOID HEIGHT    -        -25.403 (meters)                     GEOID18
 PR0212  DYNAMIC HEIGHT  -        494.825 (meters)     1623.44  (feet) COMP
 PR0212  MODELED GRAVITY -    980,417.1   (mgal)                       NAVD 88
 PR0212
 PR0212  VERT ORDER      -  FIRST     CLASS II
 PR0212
 PR0212.The horizontal coordinates were established by autonomous hand held GPS
 PR0212.observations and have an estimated accuracy of +/- 10 meters.
 PR0212
 PR0212.The orthometric height was determined by differential leveling and
 PR0212.adjusted by the NATIONAL GEODETIC SURVEY
 PR0212.in October 1997.
 PR0212
 PR0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0212.GEOID18 height accuracy estimate available here.
 PR0212
 PR0212.Click photographs - Photos may exist for this station.
 PR0212
 PR0212.The dynamic height is computed by dividing the NAVD 88
 PR0212.geopotential number by the normal gravity value computed on the
 PR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0212.degrees latitude (g = 980.6199 gals.).
 PR0212
 PR0212.The modeled gravity was interpolated from observed gravity values.
 PR0212
 PR0212;                    North         East    Units  Estimated Accuracy
 PR0212;SPC SD N     -    58,069.      855,390.      MT  (+/- 10 meters HH2 GPS)
 PR0212
 PR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7559408711(NAD 83)
 PR0212
 PR0212                          SUPERSEDED SURVEY CONTROL
 PR0212
 PR0212  NAVD 88 (06/15/91)  494.946  (m)         1623.84   (f) SUPERSEDED  1 2
 PR0212  NGVD 29 (??/??/92)  494.689  (m)         1622.99   (f) ADJ UNCH    1 2
 PR0212
 PR0212.Superseded values are not recommended for survey control.
 PR0212
 PR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0212.See file dsdata.pdf to determine how the superseded data were derived.
 PR0212
 PR0212_MARKER: DB = BENCH MARK DISK
 PR0212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0212_SP_SET: BUILDING
 PR0212_STAMPING: R 95 1934
 PR0212_MARK LOGO: CGS
 PR0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0212+STABILITY: SURFACE MOTION
 PR0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0212+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR0212
 PR0212  HISTORY     - Date     Condition        Report By
 PR0212  HISTORY     - 1934     MONUMENTED       CGS
 PR0212  HISTORY     - 1949     GOOD             CGS
 PR0212  HISTORY     - 19900703 GOOD             NGS
 PR0212  HISTORY     - 19940916 GOOD             NGS
 PR0212
 PR0212                          STATION DESCRIPTION
 PR0212
 PR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0212'AT BROOKINGS.
 PR0212'AT BROOKINGS, 1.3 FEET NORTH OF THE SOUTHWEST CORNER OF AND SET
 PR0212'VERTICALLY 3.3 FEET ABOVE THE GROUND IN THE WEST STONE WALL OF
 PR0212'THE POST OFFICE.
 PR0212
 PR0212                          STATION RECOVERY (1990)
 PR0212
 PR0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0212'IN BROOKINGS, SET VERTICALLY IN THE WEST FACE OF THE POST OFFICE, 1.0
 PR0212'M (3.3 FT) ABOVE THE GROUND SURFACE, AND 0.4 M (1.3 FT) NORTH OF THE
 PR0212'SOUTHWEST CORNER OF THE BUILDING.
 PR0212
 PR0212                          STATION RECOVERY (1994)
 PR0212
 PR0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0212'IN BROOKINGS, AT THE INTERSECTION OF MAIN AVENUE AND 5TH STREET, SET
 PR0212'VERTICALLY IN THE WEST FACE OF THE BROOKINGS POST OFFICE, 25.0 M (82.0
 PR0212'FT) EAST OF THE AVENUE CENTERLINE, 16.4 M (53.8 FT) NORTH OF THE
 PR0212'STREET CENTER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.4 M
 PR0212'(1.3 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1725 ***********************************************************************
 PU1725  DESIGNATION -  R V 299
 PU1725  PID         -  PU1725
 PU1725  STATE/COUNTY-  SD/LAWRENCE
 PU1725  COUNTRY     -  US
 PU1725  USGS QUAD   -  SAINT ONGE (2017)
 PU1725
 PU1725                         *CURRENT SURVEY CONTROL
 PU1725  ______________________________________________________________________
 PU1725* NAD 83(1986) POSITION- 44 33 40.     (N) 103 44 18.     (W)   SCALED
 PU1725* NAVD 88 ORTHO HEIGHT -  1029.999 (meters)     3379.26  (feet) ADJUSTED
 PU1725  ______________________________________________________________________
 PU1725  GEOID HEIGHT    -        -15.172 (meters)                     GEOID18
 PU1725  DYNAMIC HEIGHT  -       1029.688 (meters)     3378.23  (feet) COMP
 PU1725  MODELED GRAVITY -    980,280.3   (mgal)                       NAVD 88
 PU1725
 PU1725  VERT ORDER      -  FIRST     CLASS II
 PU1725
 PU1725.The horizontal coordinates were scaled from a map and have
 PU1725.an estimated accuracy of +/- 6 seconds.
 PU1725
 PU1725.The orthometric height was determined by differential leveling and
 PU1725.adjusted by the NATIONAL GEODETIC SURVEY
 PU1725.in June 1991.
 PU1725
 PU1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1725.GEOID18 height accuracy estimate available here.
 PU1725
 PU1725.Click photographs - Photos may exist for this station.
 PU1725
 PU1725.The dynamic height is computed by dividing the NAVD 88
 PU1725.geopotential number by the normal gravity value computed on the
 PU1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1725.degrees latitude (g = 980.6199 gals.).
 PU1725
 PU1725.The modeled gravity was interpolated from observed gravity values.
 PU1725
 PU1725;                    North         East    Units  Estimated Accuracy
 PU1725;SPC SD N     -    87,730.      303,120.      MT  (+/- 180 meters Scaled)
 PU1725
 PU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK001349(NAD 83)
 PU1725
 PU1725                          SUPERSEDED SURVEY CONTROL
 PU1725
 PU1725  NGVD 29 (??/??/92) 1029.491  (m)         3377.59   (f) ADJ UNCH    1 2
 PU1725
 PU1725.Superseded values are not recommended for survey control.
 PU1725
 PU1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1725.See file dsdata.pdf to determine how the superseded data were derived.
 PU1725
 PU1725_MARKER: R = RIVET
 PU1725_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1725_SP_SET: CULVERT HEADWALL
 PU1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1725+STABILITY: SURFACE MOTION
 PU1725
 PU1725  HISTORY     - Date     Condition        Report By
 PU1725  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1725  HISTORY     - 1962     GOOD             CGS
 PU1725
 PU1725                          STATION DESCRIPTION
 PU1725
 PU1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1725'1.2 MI NW FROM ST ONGE.
 PU1725'ABOUT 1.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1725'RAILWAY FROM THE POST OFFICE AT ST. ONGE, IN SECTION 22, T 7 N,
 PU1725'R 3 E, 200 FEET WEST OF A FARM HOUSE, 2 POLES SOUTHEAST OF MILE
 PU1725'POST 144, 9 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 2
 PU1725'FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF THE
 PU1725'NORTHWEST END OF THE NORTHEAST HEADWALL OF A STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0429 ***********************************************************************
 QT0429  DESIGNATION -  RABBIT BUTTE
 QT0429  PID         -  QT0429
 QT0429  STATE/COUNTY-  SD/PERKINS
 QT0429  COUNTRY     -  US
 QT0429  USGS QUAD   -  RABBIT BUTTE (2017)
 QT0429
 QT0429                         *CURRENT SURVEY CONTROL
 QT0429  ______________________________________________________________________
 QT0429* NAD 83(1996) POSITION- 45 21 48.79994(N) 102 35 16.38919(W)   ADJUSTED
 QT0429* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 QT0429  ______________________________________________________________________
 QT0429  GEOID HEIGHT    -        -17.960 (meters)                     GEOID18
 QT0429  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC18
 QT0429  HORZ ORDER      -  SECOND
 QT0429
 QT0429.The horizontal coordinates were established by classical geodetic methods
 QT0429.and adjusted by the National Geodetic Survey in January 1998.
 QT0429
 QT0429.The orthometric height was scaled from a topographic map.
 QT0429
 QT0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0429.GEOID18 height accuracy estimate available here.
 QT0429
 QT0429.Click photographs - Photos may exist for this station.
 QT0429
 QT0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0429
 QT0429. The following values were computed from the NAD 83(1996) position.
 QT0429
 QT0429;                    North         East     Units Scale Factor Converg.
 QT0429;SPC SD N     -   173,284.441   397,291.756   MT  0.99995395   -1 49 53.6
 QT0429;SPC SD N     -   568,517.37  1,303,448.04   sFT  0.99995395   -1 49 53.6
 QT0429;UTM  13      - 5,026,168.450   688,904.760   MT  1.00003877   +1 43 00.9
 QT0429
 QT0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0429!SPC SD N     -   0.99987138  x   0.99995395  =   0.99982534
 QT0429!UTM  13      -   0.99987138  x   1.00003877  =   0.99991015
 QT0429
 QT0429:                Primary Azimuth Mark                     Grid Az
 QT0429:SPC SD N     -  RABBIT BUTTE AZ MK                       338 58 02.9
 QT0429:UTM  13      -  RABBIT BUTTE AZ MK                       335 25 08.4
 QT0429
 QT0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8890426168(NAD 83)
 QT0429
 QT0429|---------------------------------------------------------------------|
 QT0429| PID    Reference Object                     Distance      Geod. Az  |
 QT0429|                                                           dddmmss.s |
 QT0429| CQ9269 RABBIT BUTTE RM 1                     3.779 METERS 12649     |
 QT0429| CQ9270 RABBIT BUTTE RM 2                     6.998 METERS 20410     |
 QT0429| CQ9268 RABBIT BUTTE AZ MK                                 3370809.3 |
 QT0429|---------------------------------------------------------------------|
 QT0429
 QT0429                          SUPERSEDED SURVEY CONTROL
 QT0429
 QT0429  NAD 83(1993)-  45 21 48.79107(N)    102 35 16.38735(W) AD(       ) 2
 QT0429  NAD 83(1986)-  45 21 48.79065(N)    102 35 16.38713(W) AD(       ) 2
 QT0429  NAD 27      -  45 21 48.84700(N)    102 35 14.82500(W) AD(       ) 2
 QT0429
 QT0429.Superseded values are not recommended for survey control.
 QT0429
 QT0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0429.See file dsdata.pdf to determine how the superseded data were derived.
 QT0429
 QT0429_MARKER: DS = TRIANGULATION STATION DISK
 QT0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QT0429_STAMPING: RABBIT BUTTE 1952
 QT0429_MARK LOGO: CGS
 QT0429_MAGNETIC: P = MARKER IS A STEEL PIPE
 QT0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0429
 QT0429  HISTORY     - Date     Condition        Report By
 QT0429  HISTORY     - 1952     MONUMENTED       CGS
 QT0429
 QT0429                          STATION DESCRIPTION
 QT0429
 QT0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0429'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF BISON,
 QT0429'ON THE HIGHEST POINT OF RABBIT BUTTE, IN THE NORTHWEST 1/4 OF
 QT0429'SECTION 7, T 16 N, R 13 E, ON LAND OWNED BY MR. R.H. ODOM.
 QT0429'
 QT0429'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 8 AND
 QT0429'THE ROAD TO BISON (ABOUT 1/2 MILE NORTH OF BISON), GO WEST ON
 QT0429'NO. 8 FOR 4.85 MILES TO A SIDE ROAD ON THE LEFT (SIGN BIXBY 29).
 QT0429'THEN LEFT, SOUTH, ON A GRAVELED ROAD 10.65 MILE TO A CONCRETE
 QT0429'BRIDGE.  CROSS THE BRIDGE, THEN RIGHT, WESTERLY, (PASSING THROUGH
 QT0429'A WIRE GATE) ON A TRACK ROAD FOR 0.3 MILE.  THEN LEAVE THE
 QT0429'ROAD, TURN LEFT, SOUTHERLY, THROUGH A VALLEY FOR 0.4 MILE TO
 QT0429'THE NORTH EDGE OF A CULTIVATED FIELD.  TURN RIGHT, WEST, FOR
 QT0429'0.8 MILE ON A DIM TRACK ROAD.  THEN SHARP LEFT, THROUGH A
 QT0429'DRAW (SOUTHERLY) FOR 0.25 MILE TO AN EARTH DAM.  BEAR
 QT0429'SOUTHWESTERLY FOR 0.35 MILE TO A WIRE FENCE AND THE AZIMUTH
 QT0429'MARK.  CONTINUE SOUTHERLY FOR 0.25 MILE TO THE WEST EDGE OF
 QT0429'THE BUTTE.  PACK EASTERLY TO THE CREST OF THE BUTTE AND THE
 QT0429'STATION.  (5 MINUTE PACK)
 QT0429'
 QT0429'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 QT0429'IRON PIPE THAT PROJECTS 4 INCHES.  IT IS STAMPED RABBIT BUTTE 1952.
 QT0429'
 QT0429'REFERENCE MARK NO. 1 IS AT THE EASTERLY EDGE OF THE TOP OF THE
 QT0429'BUTTE.  IT IS A STANDARD DISK STAMPED RABBIT BUTTE NO 1 1952
 QT0429'WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 4 INCHES.
 QT0429'
 QT0429'REFERENCE MARK NO. 2 IS AT THE SOUTHERLY EDGE OF THE TOP OF THE
 QT0429'BUTTE.  IT IS A STANDARD DISK STAMPED RABBIT BUTTE NO 2 1952
 QT0429'WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 4 INCHES.
 QT0429'
 QT0429'THE AZIMUTH MARK IS 6 FEET NORTH OF A 4 IN X 4 IN WITNESS POST,
 QT0429'AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 2 INCHES, AND THE
 QT0429'DISK IS STAMPED RABBIT BUTTE 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1860 ***********************************************************************
 NM1860  DESIGNATION -  RADIO STA WNAX MAST TALL OF 3
 NM1860  PID         -  NM1860
 NM1860  STATE/COUNTY-  SD/YANKTON
 NM1860  COUNTRY     -  US
 NM1860  USGS QUAD   -  MISSION HILL (2017)
 NM1860
 NM1860                         *CURRENT SURVEY CONTROL
 NM1860  ______________________________________________________________________
 NM1860* NAD 83(1996) POSITION- 42 54 46.35036(N) 097 18 59.47008(W)   ADJUSTED
 NM1860  ______________________________________________________________________
 NM1860  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 NM1860  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 NM1860  HORZ ORDER      -  THIRD
 NM1860
 NM1860.The horizontal coordinates were established by classical geodetic methods
 NM1860.and adjusted by the National Geodetic Survey in January 1998.
 NM1860
 NM1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1860.GEOID18 height accuracy estimate available here.
 NM1860
 NM1860.Click photographs - Photos may exist for this station.
 NM1860
 NM1860.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1860
 NM1860. The following values were computed from the NAD 83(1996) position.
 NM1860
 NM1860;                    North         East     Units Scale Factor Converg.
 NM1860;SPC SD S     -    68,855.882   846,282.632   MT  0.99998212   +2 04 52.2
 NM1860;SPC SD S     -   225,904.67  2,776,512.27   sFT  0.99998212   +2 04 52.2
 NM1860;UTM  14      - 4,752,514.543   637,412.914   MT  0.99983230   +1 08 47.2
 NM1860
 NM1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3741252514(NAD 83)
 NM1860
 NM1860                          SUPERSEDED SURVEY CONTROL
 NM1860
 NM1860  NAD 83(1995)-  42 54 46.35045(N)    097 18 59.47001(W) AD(       ) 3
 NM1860  NAD 83(1986)-  42 54 46.35825(N)    097 18 59.46001(W) AD(       ) 3
 NM1860  NAD 27      -  42 54 46.37200(N)    097 18 58.26400(W) AD(       ) 3
 NM1860
 NM1860.Superseded values are not recommended for survey control.
 NM1860
 NM1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1860.See file dsdata.pdf to determine how the superseded data were derived.
 NM1860
 NM1860_MARKER: 42 = RADIO/TV MAST
 NM1860
 NM1860  HISTORY     - Date     Condition        Report By
 NM1860  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1860  HISTORY     - 1979     GOOD             NGS
 NM1860
 NM1860                          STATION DESCRIPTION
 NM1860
 NM1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1860'THE STATION IS LOCATED 5 MILES NORTHEAST OF THE TOWN OF
 NM1860'YANKTON, ON OLD STATE HIGHWAY 50.  IT IS A 3-LEGGED STEEL
 NM1860'STRUCTURE, 927 FEET HIGH.  IT IS THE TALLEST TOWER OF 3
 NM1860'IN THE IMMEDIATE VICINITY.
 NM1860'
 NM1860'THE POINT INTERSECTED WAS THE TOP LIGHT.
 NM1860
 NM1860                          STATION RECOVERY (1979)
 NM1860
 NM1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 NM1860'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NM1860'
 NM1860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 NM1860'YANKTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1861 ***********************************************************************
 NM1861  DESIGNATION -  RADIO STA WNAX MAST SHORT OF 3
 NM1861  PID         -  NM1861
 NM1861  STATE/COUNTY-  SD/YANKTON
 NM1861  COUNTRY     -  US
 NM1861  USGS QUAD   -  MISSION HILL (2017)
 NM1861
 NM1861                         *CURRENT SURVEY CONTROL
 NM1861  ______________________________________________________________________
 NM1861* NAD 83(1996) POSITION- 42 54 51.03311(N) 097 18 56.49726(W)   ADJUSTED
 NM1861  ______________________________________________________________________
 NM1861  GEOID HEIGHT    -        -25.635 (meters)                     GEOID18
 NM1861  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 NM1861  HORZ ORDER      -  THIRD
 NM1861
 NM1861.The horizontal coordinates were established by classical geodetic methods
 NM1861.and adjusted by the National Geodetic Survey in January 1998.
 NM1861
 NM1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1861.GEOID18 height accuracy estimate available here.
 NM1861
 NM1861.Click photographs - Photos may exist for this station.
 NM1861
 NM1861.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1861
 NM1861. The following values were computed from the NAD 83(1996) position.
 NM1861
 NM1861;                    North         East     Units Scale Factor Converg.
 NM1861;SPC SD S     -    69,002.736   846,344.768   MT  0.99998184   +2 04 54.2
 NM1861;SPC SD S     -   226,386.48  2,776,716.13   sFT  0.99998184   +2 04 54.2
 NM1861;UTM  14      - 4,752,660.343   637,477.427   MT  0.99983252   +1 08 49.3
 NM1861
 NM1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3747752660(NAD 83)
 NM1861
 NM1861                          SUPERSEDED SURVEY CONTROL
 NM1861
 NM1861  NAD 83(1995)-  42 54 51.03321(N)    097 18 56.49724(W) AD(       ) 3
 NM1861  NAD 83(1986)-  42 54 51.04107(N)    097 18 56.48753(W) AD(       ) 3
 NM1861  NAD 27      -  42 54 51.05500(N)    097 18 55.28600(W) AD(       ) 3
 NM1861
 NM1861.Superseded values are not recommended for survey control.
 NM1861
 NM1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1861.See file dsdata.pdf to determine how the superseded data were derived.
 NM1861
 NM1861_MARKER: 42 = RADIO/TV MAST
 NM1861
 NM1861  HISTORY     - Date     Condition        Report By
 NM1861  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1861
 NM1861                          STATION DESCRIPTION
 NM1861
 NM1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1861'THE STATION IS LOCATED 5 MILES NORTHEAST OF THE TOWN OF
 NM1861'YANKTON, ON OLD STATE HIGHWAY 50.  IT IS A 3-LEGGED STEEL
 NM1861'STRUCTURE, 320 FEET HIGH.  IT IS THE SHORTEST OF 3 TOWERS
 NM1861'IN THE IMMEDIATE VICINITY.
 NM1861'
 NM1861'THE POINT INTERSECTED WAS THE TOP LIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1862 ***********************************************************************
 NM1862  DESIGNATION -  RADIO STA WNAX RAD MAST C OF 3
 NM1862  PID         -  NM1862
 NM1862  STATE/COUNTY-  SD/YANKTON
 NM1862  COUNTRY     -  US
 NM1862  USGS QUAD   -  MISSION HILL (2017)
 NM1862
 NM1862                         *CURRENT SURVEY CONTROL
 NM1862  ______________________________________________________________________
 NM1862* NAD 83(1996) POSITION- 42 54 41.60711(N) 097 18 56.49192(W)   ADJUSTED
 NM1862  ______________________________________________________________________
 NM1862  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 NM1862  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 NM1862  HORZ ORDER      -  THIRD
 NM1862
 NM1862.The horizontal coordinates were established by classical geodetic methods
 NM1862.and adjusted by the National Geodetic Survey in January 1998.
 NM1862
 NM1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1862.GEOID18 height accuracy estimate available here.
 NM1862
 NM1862.Click photographs - Photos may exist for this station.
 NM1862
 NM1862.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1862
 NM1862. The following values were computed from the NAD 83(1996) position.
 NM1862
 NM1862;                    North         East     Units Scale Factor Converg.
 NM1862;SPC SD S     -    68,712.064   846,355.455   MT  0.99998240   +2 04 54.2
 NM1862;SPC SD S     -   225,432.83  2,776,751.19   sFT  0.99998240   +2 04 54.2
 NM1862;UTM  14      - 4,752,369.579   637,483.370   MT  0.99983254   +1 08 49.1
 NM1862
 NM1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3748352369(NAD 83)
 NM1862
 NM1862                          SUPERSEDED SURVEY CONTROL
 NM1862
 NM1862  NAD 83(1995)-  42 54 41.60720(N)    097 18 56.49189(W) AD(       ) 3
 NM1862  NAD 83(1986)-  42 54 41.61506(N)    097 18 56.48224(W) AD(       ) 3
 NM1862  NAD 27      -  42 54 41.62900(N)    097 18 55.28000(W) AD(       ) 3
 NM1862
 NM1862.Superseded values are not recommended for survey control.
 NM1862
 NM1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1862.See file dsdata.pdf to determine how the superseded data were derived.
 NM1862
 NM1862_MARKER: 42 = RADIO/TV MAST
 NM1862
 NM1862  HISTORY     - Date     Condition        Report By
 NM1862  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1862
 NM1862                          STATION DESCRIPTION
 NM1862
 NM1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1862'THE STATION IS LOCATED 5 MILES NORTHEAST OF THE TOWN OF
 NM1862'YANKTON, ON OLD STATE HIGHWAY 50.  IT IS A 4-LEGGED STEEL
 NM1862'STRUCTURE, 449 FEET HIGH.  IT IS THE SECOND HIGHEST TOWER
 NM1862'IN THE IMMEDIATE VICINITY.
 NM1862'
 NM1862'THE POINT INTERSECTED WAS THE TOP LIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2255 ***********************************************************************
 PU2255  DESIGNATION -  RAG
 PU2255  PID         -  PU2255
 PU2255  STATE/COUNTY-  SD/BUTTE
 PU2255  COUNTRY     -  US
 PU2255  USGS QUAD   -  OWL BUTTE NE (2017)
 PU2255
 PU2255                         *CURRENT SURVEY CONTROL
 PU2255  ______________________________________________________________________
 PU2255* NAD 83(1996) POSITION- 44 54 06.87420(N) 103 05 22.38230(W)   ADJUSTED
 PU2255* NAVD 88 ORTHO HEIGHT -   884.    (meters)     2900.    (feet) SCALED
 PU2255  ______________________________________________________________________
 PU2255  GEOID HEIGHT    -        -17.090 (meters)                     GEOID18
 PU2255  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 PU2255  HORZ ORDER      -  SECOND
 PU2255
 PU2255.The horizontal coordinates were established by classical geodetic methods
 PU2255.and adjusted by the National Geodetic Survey in January 1998.
 PU2255
 PU2255.The orthometric height was scaled from a topographic map.
 PU2255
 PU2255.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2255.GEOID18 height accuracy estimate available here.
 PU2255
 PU2255.Click photographs - Photos may exist for this station.
 PU2255
 PU2255.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2255
 PU2255. The following values were computed from the NAD 83(1996) position.
 PU2255
 PU2255;                    North         East     Units Scale Factor Converg.
 PU2255;SPC SD N     -   123,397.819   356,056.682   MT  0.99994249   -2 11 11.7
 PU2255;SPC SD N     -   404,847.68  1,168,162.63   sFT  0.99994249   -2 11 11.7
 PU2255;UTM  13      - 4,973,829.259   650,829.464   MT  0.99987974   +1 20 55.8
 PU2255
 PU2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2255!SPC SD N     -   0.99986402  x   0.99994249  =   0.99980652
 PU2255!UTM  13      -   0.99986402  x   0.99987974  =   0.99974378
 PU2255
 PU2255:                Primary Azimuth Mark                     Grid Az
 PU2255:SPC SD N     -  TWILIGHT                                 018 18 07.4
 PU2255:UTM  13      -  TWILIGHT                                 014 45 59.9
 PU2255
 PU2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5082973829(NAD 83)
 PU2255
 PU2255|---------------------------------------------------------------------|
 PU2255| PID    Reference Object                     Distance      Geod. Az  |
 PU2255|                                                           dddmmss.s |
 PU2255| PU1301 TWILIGHT                            APPROX. 7.6 KM 0160655.7 |
 PU2255| CQ4718 RAG RM 1                             14.281 METERS 12220     |
 PU2255| CQ4719 RAG RM 2                             11.958 METERS 21007     |
 PU2255|---------------------------------------------------------------------|
 PU2255
 PU2255                          SUPERSEDED SURVEY CONTROL
 PU2255
 PU2255  NAD 83(1993)-  44 54 06.86732(N)    103 05 22.38074(W) AD(       ) 2
 PU2255  NAD 83(1986)-  44 54 06.86458(N)    103 05 22.37854(W) AD(       ) 2
 PU2255  NAD 27      -  44 54 06.90790(N)    103 05 20.74340(W) AD(       ) 2
 PU2255
 PU2255.Superseded values are not recommended for survey control.
 PU2255
 PU2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2255.See file dsdata.pdf to determine how the superseded data were derived.
 PU2255
 PU2255_MARKER: DS = TRIANGULATION STATION DISK
 PU2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2255_STAMPING: RAG 1962
 PU2255_MARK LOGO: CGS
 PU2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2255+STABILITY: SURFACE MOTION
 PU2255
 PU2255  HISTORY     - Date     Condition        Report By
 PU2255  HISTORY     - 1962     MONUMENTED       CGS
 PU2255
 PU2255                          STATION DESCRIPTION
 PU2255
 PU2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2255'STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF NEWELL, 0.8 MILES
 PU2255'NORTH OF U.S. HIGHWAY 212, 0.15 MILE EAST OF A STOCK POND AND IT
 PU2255'IS ON THE SOUTHEAST END OF A LONG NORTHWEST BY SOUTHEAST RIDGE.
 PU2255'IT IS IN THE NORTHEAST 1/4 OF SECTION 24, T 11 N, R 8 E.
 PU2255'
 PU2255'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON
 PU2255'GIRARD AVENUE FOR 0.4 MILE TO U.S. HIGHWAY 212, TURN RIGHT AND GO
 PU2255'NORTHEAST ON U.S. HIGHWAY 212 FOR 15.05 MILES TO A SIDE ROAD TO
 PU2255'THE LEFT AND A SIGN TWILIGHT ROAD, CONTINUE NORTHEASTERLY ON
 PU2255'U.S. HIGHWAY 212 FOR 6.1 MILES TO A WIRE GATE ON THE LEFT, (ABOUT
 PU2255'100 FEET EAST OF THREE POWERLINE POLES) TURN LEFT THRU WIRE GATE
 PU2255'AND GO NORTHERLY ON A TRACK ALONG THE WEST SIDE OF A FENCELINE
 PU2255'FOR 0.8 MILES TO THE SUMMIT OF A RIDGE AND STATION AS
 PU2255'DESCRIBED BELOW.
 PU2255'
 PU2255'STATION MARK IS 4.7 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN
 PU2255'AND 3.6 FEET WEST OF A WIRE FENCE.  IT IS STAMPED--RAG 1962 AND
 PU2255'PROJECTS 2 INCHES.
 PU2255'
 PU2255'R.M. 1 IS 2.5 FEET WEST OF A WIRE FENCE AND THE SAME ELEVATION
 PU2255'AS THE STATION.  IT IS STAMPED--RAG NO 1 1962 AND PROJECTS
 PU2255'3 INCHES.
 PU2255'
 PU2255'R.M. 2 IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED--RAG
 PU2255'NO 2 1962 AND PROJECTS 2 INCHES.
 PU2255'
 PU2255'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU2255'CONCRETE CYLINDERS.
 PU2255'
 PU2255'STATION IS ON PROPERTY OWNED BY MR. A. GRUWELL OF DOUGLAS,
 PU2255'WYOMING AND LEASED BY THE MILLER BROTHERS.
 PU2255'
 PU2255'NO AZIMUTH MARK ESTABLISHED TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0744 ***********************************************************************
 OS0744  DESIGNATION -  RAIDERS
 OS0744  PID         -  OS0744
 OS0744  STATE/COUNTY-  SD/JACKSON
 OS0744  COUNTRY     -  US
 OS0744  USGS QUAD   -  BELVIDERE NW (2017)
 OS0744
 OS0744                         *CURRENT SURVEY CONTROL
 OS0744  ______________________________________________________________________
 OS0744* NAD 83(1996) POSITION- 43 57 03.84646(N) 101 25 46.30853(W)   ADJUSTED
 OS0744* NAVD 88 ORTHO HEIGHT -   757.    (meters)     2484.    (feet) SCALED
 OS0744  ______________________________________________________________________
 OS0744  GEOID HEIGHT    -        -21.956 (meters)                     GEOID18
 OS0744  LAPLACE CORR    -         -9.91  (seconds)                    DEFLEC18
 OS0744  HORZ ORDER      -  SECOND
 OS0744
 OS0744.The horizontal coordinates were established by classical geodetic methods
 OS0744.and adjusted by the National Geodetic Survey in January 1998.
 OS0744
 OS0744.The orthometric height was scaled from a topographic map.
 OS0744
 OS0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0744.GEOID18 height accuracy estimate available here.
 OS0744
 OS0744.Click photographs - Photos may exist for this station.
 OS0744
 OS0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0744
 OS0744. The following values were computed from the NAD 83(1996) position.
 OS0744
 OS0744;                    North         East     Units Scale Factor Converg.
 OS0744;SPC SD S     -   180,299.084   512,015.269   MT  0.99992370   -0 45 22.4
 OS0744;SPC SD S     -   591,531.24  1,679,836.76   sFT  0.99992370   -0 45 22.4
 OS0744;UTM  14      - 4,869,307.657   305,052.340   MT  1.00006745   -1 41 12.2
 OS0744
 OS0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0744!SPC SD S     -   0.99988468  x   0.99992370  =   0.99980839
 OS0744!UTM  14      -   0.99988468  x   1.00006745  =   0.99995212
 OS0744
 OS0744:                Primary Azimuth Mark                     Grid Az
 OS0744:SPC SD S     -  RAIDERS AZ MK                            097 43 45.5
 OS0744:UTM  14      -  RAIDERS AZ MK                            098 39 35.3
 OS0744
 OS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0505269307(NAD 83)
 OS0744
 OS0744|---------------------------------------------------------------------|
 OS0744| PID    Reference Object                     Distance      Geod. Az  |
 OS0744|                                                           dddmmss.s |
 OS0744| CQ4723 RAIDERS RM 1                         42.578 METERS 00816     |
 OS0744| CQ4722 RAIDERS AZ MK                                      0965823.1 |
 OS0744| OS0770 KADOKA MUNICIPAL TANK               APPROX.14.5 KM 2062243.5 |
 OS0744| CQ4724 RAIDERS RM 2                         13.955 METERS 28134     |
 OS0744|---------------------------------------------------------------------|
 OS0744
 OS0744                          SUPERSEDED SURVEY CONTROL
 OS0744
 OS0744  NAD 83(1986)-  43 57 03.83912(N)    101 25 46.31280(W) AD(       ) 2
 OS0744  NAD 27      -  43 57 03.87410(N)    101 25 44.80200(W) AD(       ) 2
 OS0744
 OS0744.Superseded values are not recommended for survey control.
 OS0744
 OS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0744.See file dsdata.pdf to determine how the superseded data were derived.
 OS0744
 OS0744_MARKER: DS = TRIANGULATION STATION DISK
 OS0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0744_STAMPING: RAIDERS 1961
 OS0744_MARK LOGO: CGS
 OS0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0744+STABILITY: SURFACE MOTION
 OS0744
 OS0744  HISTORY     - Date     Condition        Report By
 OS0744  HISTORY     - 1961     MONUMENTED       CGS
 OS0744
 OS0744                          STATION DESCRIPTION
 OS0744
 OS0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0744'THE STATION IS IN THE NE 1/4 OF SEC. 24, T 1 S, R 22 E,
 OS0744'ABOUT 10 MILES NORTHWEST OF BELVIDERE, 12-1/2 MILES SOUTHEAST
 OS0744'OF PHILIP, 8 MILES NORTHEAST OF KADOKA, UPON THE SUMMIT
 OS0744'OF THE HIGHEST OF A GROUP OF GRASS COVERED HILLS, LOCALLY
 OS0744'KNOWN AS RAIDERS HILLS.  IT IS ON PROPERTY OWNED BY MR.
 OS0744'LEONARD CARLSON, WHO RESIDES 1.0 MILE NORTH AND 1.0 MILE
 OS0744'EAST OF THE STATION SITE.
 OS0744'
 OS0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OS0744'STATE HIGHWAY 73, AT THE WEST EDGE OF KADOKA, DRIVE EAST
 OS0744'ON U.S. HIGHWAY 16 FOR 5.0 MILES TO A SIDE ROAD ON THE LEFT.
 OS0744'TURN LEFT AND DRIVE NORTH ON THE BLADED ROAD FOR 7.1 MILES TO
 OS0744'A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT,
 OS0744'PASS THROUGH THE GATE AND DRIVE WEST ON A TRACK ROAD FOR
 OS0744'0.35 MILE TO THE SUMMIT OF A RIDGE.  TURN RIGHT AND DRIVE
 OS0744'NORTH UP THE RIDGE FOR 0.1 MILE TO THE HIGHEST POINT AND
 OS0744'THE STATION.
 OS0744'
 OS0744'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED RAIDERS
 OS0744'1961, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT,
 OS0744'12 INCHES IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE
 OS0744'OF THE GROUND.  IT IS 141.0 FEET SOUTH OF AN EAST-WEST
 OS0744'SECTION FENCE WHICH CROSSES THE STATION HILL.
 OS0744'
 OS0744'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED RAIDERS
 OS0744'1961, IS SET IN THE TOP OF A MASS OF CONCRETE ABOUT 46 INCHES
 OS0744'BELOW THE SURFACE OF THE GROUND.
 OS0744'
 OS0744'REFERENCE MARK 1, A STANDARD DISK STAMPED RAIDERS NO 1 1961,
 OS0744'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 OS0744'INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE
 OS0744'OF THE GROUND.  IT IS 1.0 FOOT SOUTH OF THE SECTION FENCE
 OS0744'AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 OS0744'
 OS0744'REFERENCE MARK 2, A STANDARD DISK STAMPED RAIDERS NO 2 1961,
 OS0744'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 OS0744'INCHES IN DIAMETER, PROJECTING 1-INCH ABOVE THE SURFACE
 OS0744'OF THE GROUND.  IT IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 OS0744'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 OS0744'
 OS0744'THE AZIMUTH MARK, A STANDARD DISK STAMPED RAIDERS 1961, IS
 OS0744'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 OS0744'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 OS0744'GROUND.  IT IS 35.5 FEET WEST OF THE CENTER OF THE BLADED ROAD,
 OS0744'14.0 FEET SOUTH OF THE CENTER OF THE WIRE GATE, 3.0 FEET SOUTH
 OS0744'OF A TELEPHONE POLE WITH A METAL WITNESS SIGN ATTACHED TO IT
 OS0744'AND 1.0 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1084 ***********************************************************************
 PU1084  DESIGNATION -  RAIN
 PU1084  PID         -  PU1084
 PU1084  STATE/COUNTY-  SD/BUTTE
 PU1084  COUNTRY     -  US
 PU1084  USGS QUAD   -  NEWELL LAKE (2017)
 PU1084
 PU1084                         *CURRENT SURVEY CONTROL
 PU1084  ______________________________________________________________________
 PU1084* NAD 83(1996) POSITION- 44 52 00.14792(N) 103 25 28.67159(W)   ADJUSTED
 PU1084* NAVD 88 ORTHO HEIGHT -   916.309 (meters)     3006.26  (feet) ADJUSTED
 PU1084  ______________________________________________________________________
 PU1084  GEOID HEIGHT    -        -16.404 (meters)                     GEOID18
 PU1084  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 PU1084  DYNAMIC HEIGHT  -        916.083 (meters)     3005.52  (feet) COMP
 PU1084  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 PU1084
 PU1084  HORZ ORDER      -  SECOND
 PU1084  VERT ORDER      -  SECOND    CLASS 0
 PU1084
 PU1084.The horizontal coordinates were established by classical geodetic methods
 PU1084.and adjusted by the National Geodetic Survey in January 1998.
 PU1084
 PU1084.The orthometric height was determined by differential leveling and
 PU1084.adjusted by the NATIONAL GEODETIC SURVEY
 PU1084.in June 1991.
 PU1084
 PU1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1084.GEOID18 height accuracy estimate available here.
 PU1084
 PU1084.Click photographs - Photos may exist for this station.
 PU1084
 PU1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1084
 PU1084.The dynamic height is computed by dividing the NAVD 88
 PU1084.geopotential number by the normal gravity value computed on the
 PU1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1084.degrees latitude (g = 980.6199 gals.).
 PU1084
 PU1084.The modeled gravity was interpolated from observed gravity values.
 PU1084
 PU1084. The following values were computed from the NAD 83(1996) position.
 PU1084
 PU1084;                    North         East     Units Scale Factor Converg.
 PU1084;SPC SD N     -   120,554.001   329,449.146   MT  0.99994427   -2 25 25.5
 PU1084;SPC SD N     -   395,517.58  1,080,867.74   sFT  0.99994427   -2 25 25.5
 PU1084;UTM  13      - 4,969,350.627   624,450.816   MT  0.99979045   +1 06 41.4
 PU1084
 PU1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1084!SPC SD N     -   0.99985892  x   0.99994427  =   0.99980320
 PU1084!UTM  13      -   0.99985892  x   0.99979045  =   0.99964940
 PU1084
 PU1084:                Primary Azimuth Mark                     Grid Az
 PU1084:SPC SD N     -  FLAT                                     093 55 43.4
 PU1084:UTM  13      -  FLAT                                     090 23 36.5
 PU1084
 PU1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2445069350(NAD 83)
 PU1084
 PU1084|---------------------------------------------------------------------|
 PU1084| PID    Reference Object                     Distance      Geod. Az  |
 PU1084|                                                           dddmmss.s |
 PU1084| PU1085 RAIN RM 1                             9.469 METERS 00523     |
 PU1084| PU1344 FLAT                                APPROX.10.5 KM 0913017.9 |
 PU1084| PU1083 RAIN RM 2                             8.935 METERS 17430     |
 PU1084|---------------------------------------------------------------------|
 PU1084
 PU1084                          SUPERSEDED SURVEY CONTROL
 PU1084
 PU1084  NAD 83(1993)-  44 52 00.14212(N)    103 25 28.67037(W) AD(       ) 2
 PU1084  NAD 83(1986)-  44 52 00.13788(N)    103 25 28.66685(W) AD(       ) 2
 PU1084  NGVD 29 (??/??/92)  915.832  (m)         3004.69   (f) ADJ UNCH    2 0
 PU1084  NGVD 29             915.83   (m)         3004.7    (f) LEVELING    3  
 PU1084
 PU1084.Superseded values are not recommended for survey control.
 PU1084
 PU1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1084.See file dsdata.pdf to determine how the superseded data were derived.
 PU1084
 PU1084_MARKER: DS = TRIANGULATION STATION DISK
 PU1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1084_STAMPING: RAIN 1962
 PU1084_MARK LOGO: CGS
 PU1084_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1084+STABILITY: SURFACE MOTION
 PU1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1084+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1084
 PU1084  HISTORY     - Date     Condition        Report By
 PU1084  HISTORY     - 1962     MONUMENTED       CGS
 PU1084  HISTORY     - 1963     GOOD             CGS
 PU1084  HISTORY     - 20201022 GOOD             SDDT
 PU1084
 PU1084                          STATION DESCRIPTION
 PU1084
 PU1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1084'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHEAST OF ARPAN, 10-1/4
 PU1084'MILES NORTH OF NEWELL, AND 6-3/4 MILES SOUTH OF CASTLE ROCK ON TOP
 PU1084'ON TOP OF A HIGHWAY CUT ON THE EAST SIDE RIGHT-OF-WAY OF STATE
 PU1084'HIGHWAY 79 JUST NORTH OF THE SOUTH BRANCH OF WILLOW CREEK.
 PU1084'
 PU1084'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON
 PU1084'GIRARD AVENUE FOR 0.4 MILE TO U.S. HIGHWAY 212.  TURN LEFT AND GO
 PU1084'WEST 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY 79.  TURN RIGHT
 PU1084'AND GO NORTH 10.5 MILES TO THE STATION ON THE RIGHT.
 PU1084'
 PU1084'THE STATION MARK, A STANDARD DISK STAMPED RAIN 1962 CEMENTED IN THE
 PU1084'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES
 PU1084'ABOVE GROUND, IS 96.9 FEET EAST OF THE CENTER OF STATE HIGHWAY 79,
 PU1084'6.6 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, AND 3.8 FEET
 PU1084'WEST OF THE EAST RIGHT-OF-WAY FENCE.
 PU1084'
 PU1084'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED RAIN NO 1 1962
 PU1084'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU1084'PROJECTING 4 INCHES ABOVE GROUND, IS 0.9 FOOT WEST OF THE EAST
 PU1084'RIGHT-OF-WAY FENCE AT THE SAME ELEVATION AS THE STATION.
 PU1084'
 PU1084'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED RAIN NO 2 1962
 PU1084'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU1084'PROJECTING 3 INCHES ABOVE GROUND, IS 0.8 FOOT WEST OF THE EAST
 PU1084'RIGHT-OF-WAY FENCE AT THE SAME ELEVATION AS THE STATION.
 PU1084
 PU1084                          STATION RECOVERY (1963)
 PU1084
 PU1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1084'6.8 MI S FROM CASTLE ROCK.
 PU1084'ABOUT 6.8 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1084'OFFICE AT CASTLE ROCK, 96.5 FEET EAST OF THE CENTERLINE OF THE
 PU1084'HIGHWAY, 31.3 FEET SOUTHWEST OF R.M. 1, 29.3 FEET NORTHWEST OF
 PU1084'R.M. 2, 3.5 FEET WEST OF  NORTH-SOUTH FENCE, 6.8 FEET SOUTHWEST
 PU1084'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 PU1084'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PU1084'FOOT.
 PU1084
 PU1084                          STATION RECOVERY (2020)
 PU1084
 PU1084'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1085 ***********************************************************************
 PU1085  DESIGNATION -  RAIN RM 1
 PU1085  PID         -  PU1085
 PU1085  STATE/COUNTY-  SD/BUTTE
 PU1085  COUNTRY     -  US
 PU1085  USGS QUAD   -  NEWELL LAKE (2017)
 PU1085
 PU1085                         *CURRENT SURVEY CONTROL
 PU1085  ______________________________________________________________________
 PU1085* NAD 83(1986) POSITION- 44 52 00.45   (N) 103 25 28.63   (W)   HD_HELD1
 PU1085* NAVD 88 ORTHO HEIGHT -   916.415 (meters)     3006.60  (feet) ADJUSTED
 PU1085  ______________________________________________________________________
 PU1085  GEOID HEIGHT    -        -16.404 (meters)                     GEOID18
 PU1085  DYNAMIC HEIGHT  -        916.189 (meters)     3005.86  (feet) COMP
 PU1085  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 PU1085
 PU1085  VERT ORDER      -  SECOND    CLASS 0
 PU1085
 PU1085.The horizontal coordinates were determined by differentially corrected
 PU1085.hand held GPS observations or other comparable positioning techniques
 PU1085.and have an estimated accuracy of +/- 3 meters.
 PU1085
 PU1085.The orthometric height was determined by differential leveling and
 PU1085.adjusted by the NATIONAL GEODETIC SURVEY
 PU1085.in June 1991.
 PU1085
 PU1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1085.GEOID18 height accuracy estimate available here.
 PU1085
 PU1085.Click photographs - Photos may exist for this station.
 PU1085
 PU1085.The dynamic height is computed by dividing the NAVD 88
 PU1085.geopotential number by the normal gravity value computed on the
 PU1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1085.degrees latitude (g = 980.6199 gals.).
 PU1085
 PU1085.The modeled gravity was interpolated from observed gravity values.
 PU1085
 PU1085;                    North         East    Units  Estimated Accuracy
 PU1085;SPC SD N     -   120,563.3     329,450.5     MT  (+/- 3 meters HH1 GPS) 
 PU1085
 PU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2445169359(NAD 83)
 PU1085
 PU1085                          SUPERSEDED SURVEY CONTROL
 PU1085
 PU1085  NGVD 29 (??/??/92)  915.938  (m)         3005.04   (f) ADJ UNCH    2 0
 PU1085
 PU1085.Superseded values are not recommended for survey control.
 PU1085
 PU1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1085.See file dsdata.pdf to determine how the superseded data were derived.
 PU1085
 PU1085_MARKER: DR = REFERENCE MARK DISK
 PU1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1085_STAMPING: RAIN NO 1 1962
 PU1085_MARK LOGO: CGS
 PU1085_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1085+STABILITY: SURFACE MOTION
 PU1085
 PU1085  HISTORY     - Date     Condition        Report By
 PU1085  HISTORY     - 1962     MONUMENTED       CGS
 PU1085  HISTORY     - 1963     GOOD             CGS
 PU1085
 PU1085                          STATION DESCRIPTION
 PU1085
 PU1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1085'6.8 MI S FROM CASTLE ROCK.
 PU1085'ABOUT 6.8 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1085'OFFICE AT CASTLE ROCK, 99 FEET EAST OF THE CENTERLINE OF THE
 PU1085'HIGHWAY, 60.0 FEET NORTH OF R.M. 2, 31.3 FEET NORTHEAST OF THE
 PU1085'STATION MARK, 1 FOOT WEST OF A FENCE, ABOUT 4 FEET ABOVE THE
 PU1085'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF  CONCRETE POST
 PU1085'PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1083 ***********************************************************************
 PU1083  DESIGNATION -  RAIN RM 2
 PU1083  PID         -  PU1083
 PU1083  STATE/COUNTY-  SD/BUTTE
 PU1083  COUNTRY     -  US
 PU1083  USGS QUAD   -  NEWELL LAKE (2017)
 PU1083
 PU1083                         *CURRENT SURVEY CONTROL
 PU1083  ______________________________________________________________________
 PU1083* NAD 83(1986) POSITION- 44 51 59.86   (N) 103 25 28.63   (W)   HD_HELD1
 PU1083* NAVD 88 ORTHO HEIGHT -   916.301 (meters)     3006.23  (feet) ADJUSTED
 PU1083  ______________________________________________________________________
 PU1083  GEOID HEIGHT    -        -16.404 (meters)                     GEOID18
 PU1083  DYNAMIC HEIGHT  -        916.075 (meters)     3005.49  (feet) COMP
 PU1083  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 PU1083
 PU1083  VERT ORDER      -  SECOND    CLASS 0
 PU1083
 PU1083.The horizontal coordinates were determined by differentially corrected
 PU1083.hand held GPS observations or other comparable positioning techniques
 PU1083.and have an estimated accuracy of +/- 3 meters.
 PU1083
 PU1083.The orthometric height was determined by differential leveling and
 PU1083.adjusted by the NATIONAL GEODETIC SURVEY
 PU1083.in June 1991.
 PU1083
 PU1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1083.GEOID18 height accuracy estimate available here.
 PU1083
 PU1083.Click photographs - Photos may exist for this station.
 PU1083
 PU1083.The dynamic height is computed by dividing the NAVD 88
 PU1083.geopotential number by the normal gravity value computed on the
 PU1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1083.degrees latitude (g = 980.6199 gals.).
 PU1083
 PU1083.The modeled gravity was interpolated from observed gravity values.
 PU1083
 PU1083;                    North         East    Units  Estimated Accuracy
 PU1083;SPC SD N     -   120,545.1     329,449.7     MT  (+/- 3 meters HH1 GPS) 
 PU1083
 PU1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2445169341(NAD 83)
 PU1083
 PU1083                          SUPERSEDED SURVEY CONTROL
 PU1083
 PU1083  NGVD 29 (??/??/92)  915.824  (m)         3004.67   (f) ADJ UNCH    2 0
 PU1083
 PU1083.Superseded values are not recommended for survey control.
 PU1083
 PU1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1083.See file dsdata.pdf to determine how the superseded data were derived.
 PU1083
 PU1083_MARKER: DR = REFERENCE MARK DISK
 PU1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1083_STAMPING: RAIN NO 2 1962
 PU1083_MARK LOGO: CGS
 PU1083_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1083+STABILITY: SURFACE MOTION
 PU1083
 PU1083  HISTORY     - Date     Condition        Report By
 PU1083  HISTORY     - 1962     MONUMENTED       CGS
 PU1083  HISTORY     - 1963     GOOD             CGS
 PU1083
 PU1083                          STATION DESCRIPTION
 PU1083
 PU1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1083'6.8 MI S FROM CASTLE ROCK.
 PU1083'ABOUT 6.8 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1083'OFFICE AT CASTLE ROCK, 99 FEET EAST OF THE CENTERLINE OF THE
 PU1083'HIGHWAY, 60.0 FEET SOUTH OF R.M. 1, 29.3 FEET SOUTHEAST OF
 PU1083'THE STATION MARK, 1 FOOT WEST OF A FENCE, ABOUT 5 FEET ABOVE
 PU1083'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1083'POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1180 ***********************************************************************
 PT1180  DESIGNATION -  RAINY
 PT1180  PID         -  PT1180
 PT1180  STATE/COUNTY-  SD/HAAKON
 PT1180  COUNTRY     -  US
 PT1180  USGS QUAD   -  POST RANCH (2017)
 PT1180
 PT1180                         *CURRENT SURVEY CONTROL
 PT1180  ______________________________________________________________________
 PT1180* NAD 83(1996) POSITION- 44 18 46.73768(N) 101 57 14.71951(W)   ADJUSTED
 PT1180* NAVD 88 ORTHO HEIGHT -   785.    (meters)     2575.    (feet) SCALED
 PT1180  ______________________________________________________________________
 PT1180  GEOID HEIGHT    -        -20.071 (meters)                     GEOID18
 PT1180  LAPLACE CORR    -         -8.00  (seconds)                    DEFLEC18
 PT1180  HORZ ORDER      -  THIRD
 PT1180
 PT1180.The horizontal coordinates were established by classical geodetic methods
 PT1180.and adjusted by the National Geodetic Survey in January 1998.
 PT1180
 PT1180.The orthometric height was scaled from a topographic map.
 PT1180
 PT1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1180.GEOID18 height accuracy estimate available here.
 PT1180
 PT1180.Click photographs - Photos may exist for this station.
 PT1180
 PT1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1180
 PT1180. The following values were computed from the NAD 83(1996) position.
 PT1180
 PT1180;                    North         East     Units Scale Factor Converg.
 PT1180;SPC SD S     -   221,192.036   470,701.428   MT  0.99998038   -1 07 05.1
 PT1180;SPC SD S     -   725,694.20  1,544,292.94   sFT  0.99998038   -1 07 05.1
 PT1180;UTM  14      - 4,910,880.808   264,404.498   MT  1.00028267   -2 03 52.6
 PT1180;UTM  13      - 4,911,148.920   742,918.731   MT  1.00032578   +2 07 43.8
 PT1180
 PT1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1180!SPC SD S     -   0.99988000  x   0.99998038  =   0.99986038
 PT1180!UTM  14      -   0.99988000  x   1.00028267  =   1.00016264
 PT1180!UTM  13      -   0.99988000  x   1.00032578  =   1.00020574
 PT1180
 PT1180:                Primary Azimuth Mark                     Grid Az
 PT1180:SPC SD S     -  ASH                                      313 27 19.7
 PT1180:UTM  14      -  ASH                                      314 24 07.2
 PT1180:UTM  13      -  ASH                                      310 12 30.8
 PT1180
 PT1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6440410880(NAD 83)
 PT1180
 PT1180|---------------------------------------------------------------------|
 PT1180| PID    Reference Object                     Distance      Geod. Az  |
 PT1180|                                                           dddmmss.s |
 PT1180| CQ4731 RAINY RM 1                           22.964 METERS 00521     |
 PT1180| CQ4732 RAINY RM 2                           16.095 METERS 09226     |
 PT1180| PT1181 ASH                                 APPROX. 4.4 KM 3122014.6 |
 PT1180|---------------------------------------------------------------------|
 PT1180
 PT1180                          SUPERSEDED SURVEY CONTROL
 PT1180
 PT1180  NAD 83(1986)-  44 18 46.73019(N)    101 57 14.72112(W) AD(       ) 3
 PT1180  NAD 27      -  44 18 46.79130(N)    101 57 13.18120(W) AD(       ) 3
 PT1180
 PT1180.Superseded values are not recommended for survey control.
 PT1180
 PT1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1180.See file dsdata.pdf to determine how the superseded data were derived.
 PT1180
 PT1180_MARKER: DS = TRIANGULATION STATION DISK
 PT1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1180_STAMPING: RAINY 1961
 PT1180_MARK LOGO: CGS
 PT1180_PROJECTION: FLUSH
 PT1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1180+STABILITY: SURFACE MOTION
 PT1180
 PT1180  HISTORY     - Date     Condition        Report By
 PT1180  HISTORY     - 1961     MONUMENTED       CGS
 PT1180
 PT1180                          STATION DESCRIPTION
 PT1180
 PT1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1180'LOCATED, AIRLINE, ABOUT 24 MILES NORTHWEST OF PHILIP, 20-1/2 MILES
 PT1180'SOUTH OF THE CHEYENNE RIVER AND 1 MILE NORTH OF THE BRIDGE OVER
 PT1180'RAINY MEXICAN CREEK IN DOWLING COMMUNITY, ON A GRASSY KNOLL IN
 PT1180'PASTURE LAND JUST NORTH OF THE LINE BETWEEN SECTIONS 9 AND 16
 PT1180'IN T 4 N, R 18 E.  TO THE SOUTHWEST THERE IS A HIGHER HILL WITH
 PT1180'BOULDERS ON ITS SIDES.
 PT1180'
 PT1180'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT1180'73 ON THE NORTH EDGE OF PHILIP GO NORTH ON STATE HIGHWAY 73 FOR
 PT1180'16.7 MILES TO A SIDE ROAD ON THE LEFT AND SIGN HILLAND.  TURN
 PT1180'LEFT AND GO WEST 9.3 MILES TO HILLAND CHURCH AND SCHOOL.  CONTINUE
 PT1180'WEST AND NORTH 2.5 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 PT1180'AND GO WEST AND NORTH 3.2 MILES TO THE CHURCH AND SCHOOL AT
 PT1180'DOWLING COMMUNITY.  CONTINUE NORTH ON GRAVEL ROAD 0.9 MILE TO
 PT1180'A TRACK ROAD AT A FENCE CORNER ON THE LEFT.  TURN LEFT, ALONG THE
 PT1180'NORTH SIDE OF THE FENCE, AND GO 0.3 MILE TO THE STATION ON THE LEFT.
 PT1180'
 PT1180'THE STATION MARK, A STANDARD DISK STAMPED RAINY 1961 CEMENTED
 PT1180'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WOTH THE
 PT1180'GROUND, IS 4.3 FEET NORTH OF THE SECTION LINE FENCE AND 6.2 FEET
 PT1180'EAST-NORTHEAST OF A METAL WITNESS SIGN.
 PT1180'
 PT1180'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED RAINY NO 1
 PT1180'1961 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT1180'FLUSH WITH THE GROUND IS 25.1 FEET NORTH OF THE CENTER OF AN OLD,
 PT1180'UNUSED, ROAD AND ABOUT 5 FEET LOWER THAN STATION ELEVATION.
 PT1180'
 PT1180'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED RAINY NO 2
 PT1180'1961 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 PT1180'FLUSH WITH THE GROUND IS 1.7 FEET NORTH OF THE FENCE AND ABOUT
 PT1180'2 FEET LOWER THAN STATION ELEVATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0472 ***********************************************************************
 QT0472  DESIGNATION -  RALPH
 QT0472  PID         -  QT0472
 QT0472  STATE/COUNTY-  SD/HARDING
 QT0472  COUNTRY     -  US
 QT0472  USGS QUAD   -  REVA NE (2017)
 QT0472
 QT0472                         *CURRENT SURVEY CONTROL
 QT0472  ______________________________________________________________________
 QT0472* NAD 83(1996) POSITION- 45 42 43.14361(N) 103 03 22.06660(W)   ADJUSTED
 QT0472* NAVD 88 ORTHO HEIGHT -   898.    (meters)     2946.    (feet) SCALED
 QT0472  ______________________________________________________________________
 QT0472  GEOID HEIGHT    -        -16.693 (meters)                     GEOID18
 QT0472  LAPLACE CORR    -         -6.68  (seconds)                    DEFLEC18
 QT0472  HORZ ORDER      -  SECOND
 QT0472
 QT0472.The horizontal coordinates were established by classical geodetic methods
 QT0472.and adjusted by the National Geodetic Survey in January 1998.
 QT0472
 QT0472.The orthometric height was scaled from a topographic map.
 QT0472
 QT0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0472.GEOID18 height accuracy estimate available here.
 QT0472
 QT0472.Click photographs - Photos may exist for this station.
 QT0472
 QT0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0472
 QT0472. The following values were computed from the NAD 83(1996) position.
 QT0472
 QT0472;                    North         East     Units Scale Factor Converg.
 QT0472;SPC SD N     -   213,259.597   362,091.979   MT  1.00000566   -2 09 46.6
 QT0472;SPC SD N     -   699,669.19  1,187,963.43   sFT  1.00000566   -2 09 46.6
 QT0472;UTM  13      - 5,063,885.350   651,296.756   MT  0.99988143   +1 23 30.3
 QT0472
 QT0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0472!SPC SD N     -   0.99986178  x   1.00000566  =   0.99986744
 QT0472!UTM  13      -   0.99986178  x   0.99988143  =   0.99974322
 QT0472
 QT0472:                Primary Azimuth Mark                     Grid Az
 QT0472:SPC SD N     -  RALPH AZ MK                              273 40 11.6
 QT0472:UTM  13      -  RALPH AZ MK                              270 06 54.7
 QT0472
 QT0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5129663885(NAD 83)
 QT0472
 QT0472|---------------------------------------------------------------------|
 QT0472| PID    Reference Object                     Distance      Geod. Az  |
 QT0472|                                                           dddmmss.s |
 QT0472| CQ9273 RALPH RM 1                           10.836 METERS 08946     |
 QT0472| CQ9274 RALPH RM 2                           20.209 METERS 17559     |
 QT0472| CQ9272 RALPH AZ MK                                        2713025.0 |
 QT0472|---------------------------------------------------------------------|
 QT0472
 QT0472                          SUPERSEDED SURVEY CONTROL
 QT0472
 QT0472  NAD 83(1993)-  45 42 43.13283(N)    103 03 22.06375(W) AD(       ) 2
 QT0472  NAD 83(1986)-  45 42 43.13272(N)    103 03 22.06251(W) AD(       ) 2
 QT0472  NAD 27      -  45 42 43.13600(N)    103 03 20.45300(W) AD(       ) 2
 QT0472
 QT0472.Superseded values are not recommended for survey control.
 QT0472
 QT0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0472.See file dsdata.pdf to determine how the superseded data were derived.
 QT0472
 QT0472_MARKER: DS = TRIANGULATION STATION DISK
 QT0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0472_STAMPING: RALPH 1952
 QT0472_MARK LOGO: CGS
 QT0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0472+STABILITY: SURFACE MOTION
 QT0472
 QT0472  HISTORY     - Date     Condition        Report By
 QT0472  HISTORY     - 1952     MONUMENTED       CGS
 QT0472
 QT0472                          STATION DESCRIPTION
 QT0472
 QT0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0472'THE STATION IS IN SECTION 7, T 20 N, R 9 E, ABOUT 11-1/2
 QT0472'MILES NORTH AND 1-1/4 MILES EAST OF REVA, 4-1/2 MILES SOUTH
 QT0472'AND 1/4 MILE EAST OF THE SMALL SETTLEMENT OF RALPH, 8.5 FEET
 QT0472'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND 3 FEET SOUTH
 QT0472'OF A WIRE FENCE.
 QT0472'
 QT0472'TO REACH THE STATION FROM PRAIRIE CITY, GO WEST ON STATE HIGHWAY
 QT0472'8 FOR 10.0 MILES TO A SIDE ROAD ON THE RIGHT, (STATE HIGHWAY
 QT0472'75) GO NORTH ON THE HIGHWAY FOR 12.7 MILES TO A GRADED DIRT
 QT0472'ROAD ON THE LEFT, TURN LEFT (WEST) AND FOLLOW THE MAIN ROAD
 QT0472'FOR 3.5 MILES TO A CHURCH ON THE LEFT AND A GRADED DIRT ROAD
 QT0472'ON THE RIGHT (THIS IS 4 MILES SOUTH OF RALPH), TURN LEFT
 QT0472'(SOUTH) ACROSS A CATTLE GUARD PASSING TO THE EAST OF THE CHURCH
 QT0472'AND GO FOR 0.55 MILE TO ANOTHER CATTLE GUARD AND THE AZIMUTH
 QT0472'MARK ON THE RIGHT AS DESCRIBED BELOW, CROSS CATTLE GUARD AND
 QT0472'TURN LEFT (EAST) ON THE SOUTH SIDE OF A WIRE FENCE AND GO
 QT0472'FOR 0.35 MILE TO THE TOP OF A RIDGE AND THE STATION.
 QT0472'
 QT0472'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0472'RALPH 1952.
 QT0472'
 QT0472'REFERENCE MARK 1 IS 3.5 FEET SOUTH OF THE WIRE FENCE.  THE
 QT0472'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 QT0472'STAMPED RALPH NO 1 1952.
 QT0472'
 QT0472'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QT0472'THE DISK IS STAMPED RALPH NO 2 1952.
 QT0472'
 QT0472'THE AZIMUTH MARK IS 0.05 MILE WEST OF THE CATTLE GUARD, 7
 QT0472'FEET NORTH OF A POWERLINE POLE AND 4 FEET SOUTH OF A WHITE
 QT0472'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 QT0472'DISK IS STAMPED RALPH 1952.
 QT0472'
 QT0472'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0881 ***********************************************************************
 PR0881  DESIGNATION -  RAMONA
 PR0881  PID         -  PR0881
 PR0881  STATE/COUNTY-  SD/LAKE
 PR0881  COUNTRY     -  US
 PR0881  USGS QUAD   -  OLDHAM (2017)
 PR0881
 PR0881                         *CURRENT SURVEY CONTROL
 PR0881  ______________________________________________________________________
 PR0881* NAD 83(1996) POSITION- 44 07 38.23486(N) 097 14 59.61720(W)   ADJUSTED
 PR0881* NAVD 88 ORTHO HEIGHT -   553.    (meters)     1814.    (feet) SCALED
 PR0881  ______________________________________________________________________
 PR0881  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 PR0881  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 PR0881  HORZ ORDER      -  SECOND
 PR0881
 PR0881.The horizontal coordinates were established by classical geodetic methods
 PR0881.and adjusted by the National Geodetic Survey in January 1998.
 PR0881
 PR0881.The orthometric height was scaled from a topographic map.
 PR0881
 PR0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0881.GEOID18 height accuracy estimate available here.
 PR0881
 PR0881.Click photographs - Photos may exist for this station.
 PR0881
 PR0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0881
 PR0881. The following values were computed from the NAD 83(1996) position.
 PR0881
 PR0881;                    North         East     Units Scale Factor Converg.
 PR0881;SPC SD S     -   203,877.516   846,711.679   MT  0.99994629   +2 07 37.6
 PR0881;SPC SD S     -   668,888.15  2,777,919.90   sFT  0.99994629   +2 07 37.6
 PR0881;UTM  14      - 4,887,499.621   640,013.593   MT  0.99984111   +1 13 07.4
 PR0881
 PR0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0881!SPC SD S     -   0.99991726  x   0.99994629  =   0.99986356
 PR0881!UTM  14      -   0.99991726  x   0.99984111  =   0.99975839
 PR0881
 PR0881:                Primary Azimuth Mark                     Grid Az
 PR0881:SPC SD S     -  RAMONA AZ MK                             175 43 48.7
 PR0881:UTM  14      -  RAMONA AZ MK                             176 38 18.9
 PR0881
 PR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4001387499(NAD 83)
 PR0881
 PR0881|---------------------------------------------------------------------|
 PR0881| PID    Reference Object                     Distance      Geod. Az  |
 PR0881|                                                           dddmmss.s |
 PR0881| CO6702 RAMONA RM 2                          27.746 METERS 01354     |
 PR0881| PR0879 RAMONA ST WILLIAMS CATH CHURCH      APPROX. 2.7 KM 1110007.0 |
 PR0881| CO6700 RAMONA AZ MK                                       1775126.3 |
 PR0881| CO6701 RAMONA RM 1                          38.697 METERS 19801     |
 PR0881|---------------------------------------------------------------------|
 PR0881
 PR0881                          SUPERSEDED SURVEY CONTROL
 PR0881
 PR0881  NAD 83(1986)-  44 07 38.23615(N)    097 14 59.58955(W) AD(       ) 2
 PR0881  NAD 27      -  44 07 38.33700(N)    097 14 58.34700(W) AD(       ) 2
 PR0881
 PR0881.Superseded values are not recommended for survey control.
 PR0881
 PR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0881.See file dsdata.pdf to determine how the superseded data were derived.
 PR0881
 PR0881_MARKER: DS = TRIANGULATION STATION DISK
 PR0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0881_STAMPING: RAMONA 1949
 PR0881_MARK LOGO: CGS
 PR0881_PROJECTION: FLUSH
 PR0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0881+STABILITY: SURFACE MOTION
 PR0881
 PR0881  HISTORY     - Date     Condition        Report By
 PR0881  HISTORY     - 1949     MONUMENTED       CGS
 PR0881
 PR0881                          STATION DESCRIPTION
 PR0881
 PR0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0881'STATION IS LOCATED ABOUT 1-1/2 MILES WEST NORTHWEST OF RAMONA
 PR0881'IN A FARMYARD.  STATION IS 59 FEET WEST OF THE APPROXIMATE
 PR0881'CENTERLINE OF GRAVEL ROAD, 25 FEET SOUTH OF THE APPROXIMATE
 PR0881'CENTERLINE OF DRIVEWAY AND 24 FEET WEST OF FENCE.  THE MARK IS
 PR0881'FLUSH WITH THE GROUND AND THE DISK IS STAMPED RAMONA 1949.
 PR0881'
 PR0881'REFERENCE MARK NO. 1 IS 62 FEET WEST OF FENCECORNER, 46
 PR0881'FEET EAST OF THE NORTHEAST CORNER OF BARN AND 1 FOOT NORTH OF
 PR0881'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 PR0881'RAMONA NO 1 1949.
 PR0881'
 PR0881'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTERLINE OF ROAD,
 PR0881'1 FOOT SOUTH OF TELEPHONE POLE AND 1 FOOT WEST OF FENCE.  THE
 PR0881'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RAMONA NO 2
 PR0881'1949.
 PR0881'
 PR0881'AZIMUTH MARK IS 33 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 PR0881'GRAVEL ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 PR0881'6 INCHES AND THE DISK IS STAMPED RAMONA 1949.
 PR0881'
 PR0881'TO REACH FROM THE MAIN INTERSECTION IN RAMONA GO WEST 0.2 MILE
 PR0881'TO T INTERSECTION.  TURN RIGHT AND GO NORTH 0.3 MILE TO T
 PR0881'INTERSECTION.  TURN LEFT AND GO WEST ON GRAVEL ROAD
 PR0881'FOR 1.5 MILES TO CROSSROADS.  TURN RIGHT AND GO NORTH
 PR0881'FOR 0.2 MILE TO FARMHOUSE AND STATION ON LEFT OR WEST
 PR0881'SIDE OF ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK FROM
 PR0881'STATION GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO AZIMUTH
 PR0881'ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.
 PR0881'
 PR0881'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0877 ***********************************************************************
 PR0877  DESIGNATION -  RAMONA LOW DOME
 PR0877  PID         -  PR0877
 PR0877  STATE/COUNTY-  SD/LAKE
 PR0877  COUNTRY     -  US
 PR0877  USGS QUAD   -  RAMONA (2017)
 PR0877
 PR0877                         *CURRENT SURVEY CONTROL
 PR0877  ______________________________________________________________________
 PR0877* NAD 83(1996) POSITION- 44 07 05.73144(N) 097 13 04.15839(W)   ADJUSTED
 PR0877  ______________________________________________________________________
 PR0877  GEOID HEIGHT    -        -25.627 (meters)                     GEOID18
 PR0877  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 PR0877  HORZ ORDER      -  THIRD
 PR0877
 PR0877.The horizontal coordinates were established by classical geodetic methods
 PR0877.and adjusted by the National Geodetic Survey in January 1998.
 PR0877
 PR0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0877.GEOID18 height accuracy estimate available here.
 PR0877
 PR0877.Click photographs - Photos may exist for this station.
 PR0877
 PR0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0877
 PR0877. The following values were computed from the NAD 83(1996) position.
 PR0877
 PR0877;                    North         East     Units Scale Factor Converg.
 PR0877;SPC SD S     -   202,970.816   849,314.234   MT  0.99994490   +2 08 57.3
 PR0877;SPC SD S     -   665,913.42  2,786,458.45   sFT  0.99994490   +2 08 57.3
 PR0877;UTM  14      - 4,886,551.869   642,601.188   MT  0.99985010   +1 14 27.1
 PR0877
 PR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4260186551(NAD 83)
 PR0877
 PR0877                          SUPERSEDED SURVEY CONTROL
 PR0877
 PR0877  NAD 83(1986)-  44 07 05.73216(N)    097 13 04.13121(W) AD(       ) 3
 PR0877  NAD 27      -  44 07 05.83000(N)    097 13 02.90000(W) AD(       ) 3
 PR0877  USSD        -  44 07 06.00000(N)    097 13 03.32000(W) AD(       ) 3
 PR0877
 PR0877.Superseded values are not recommended for survey control.
 PR0877
 PR0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0877.See file dsdata.pdf to determine how the superseded data were derived.
 PR0877
 PR0877_MARKER: 87 = DOME
 PR0877
 PR0877  HISTORY     - Date     Condition        Report By
 PR0877  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0877  HISTORY     - 1935     GOOD             CGS
 PR0877
 PR0877                          STATION DESCRIPTION
 PR0877
 PR0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0877'THIS WAS FORMERLY THE SCHOOLHOUSE BUT IS NOW PARISH COMMUNITY
 PR0877'HALL.  IT HAS LOW BELFRY WITH RED DOME-LIKE TOP.  A NEW FOUNDATION
 PR0877'WAS PUT UNDER THE BUILDING SINCE 1903 BUT THE LOCATION WAS NOT
 PR0877'CHANGED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0879 ***********************************************************************
 PR0879  DESIGNATION -  RAMONA ST WILLIAMS CATH CHURCH
 PR0879  PID         -  PR0879
 PR0879  STATE/COUNTY-  SD/LAKE
 PR0879  COUNTRY     -  US
 PR0879  USGS QUAD   -  RAMONA (2017)
 PR0879
 PR0879                         *CURRENT SURVEY CONTROL
 PR0879  ______________________________________________________________________
 PR0879* NAD 83(1996) POSITION- 44 07 06.90629(N) 097 13 06.39455(W)   ADJUSTED
 PR0879  ______________________________________________________________________
 PR0879  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 PR0879  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 PR0879  HORZ ORDER      -  THIRD
 PR0879
 PR0879.The horizontal coordinates were established by classical geodetic methods
 PR0879.and adjusted by the National Geodetic Survey in January 1998.
 PR0879
 PR0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0879.GEOID18 height accuracy estimate available here.
 PR0879
 PR0879.Click photographs - Photos may exist for this station.
 PR0879
 PR0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0879
 PR0879. The following values were computed from the NAD 83(1996) position.
 PR0879
 PR0879;                    North         East     Units Scale Factor Converg.
 PR0879;SPC SD S     -   203,005.186   849,263.191   MT  0.99994495   +2 08 55.7
 PR0879;SPC SD S     -   666,026.18  2,786,290.99   sFT  0.99994495   +2 08 55.7
 PR0879;UTM  14      - 4,886,587.040   642,550.701   MT  0.99984992   +1 14 25.6
 PR0879
 PR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP4255086587(NAD 83)
 PR0879
 PR0879                          SUPERSEDED SURVEY CONTROL
 PR0879
 PR0879  NAD 83(1986)-  44 07 06.90734(N)    097 13 06.36715(W) AD(       ) 3
 PR0879  NAD 27      -  44 07 07.00500(N)    097 13 05.12100(W) AD(       ) 3
 PR0879  USSD        -  44 07 07.18100(N)    097 13 05.56400(W) AD(       ) 3
 PR0879
 PR0879.Superseded values are not recommended for survey control.
 PR0879
 PR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0879.See file dsdata.pdf to determine how the superseded data were derived.
 PR0879
 PR0879_MARKER: 91 = CHURCH CROSS
 PR0879
 PR0879  HISTORY     - Date     Condition        Report By
 PR0879  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0879  HISTORY     - 1935     GOOD             CGS
 PR0879  HISTORY     - 1949     GOOD             CGS
 PR0879
 PR0879                          STATION DESCRIPTION
 PR0879
 PR0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0879'THIS BUILDING, THE CATHOLIC CHURCH, IS STILL THE SAME AS IT
 PR0879'WAS IN 1903.
 PR0879
 PR0879                          STATION RECOVERY (1949)
 PR0879
 PR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0879'STATION IS LOCATED IN THE SMALL VILLAGE OF RAMONA IN THE NORTHEAST
 PR0879'ANGLE OF A CROSS STREET.  STATION IS OF FRAME CONSTRUCTION,
 PR0879'ABOUT 70 X 40, AND 70 FEET HIGH.  STATION IS PAINTED WHITE
 PR0879'WITH A GREEN SHINGLE ROOF.
 PR0879'
 PR0879'THE POINT INTERSECTED WAS THE CROSS ATOP THE STEEPLE.
 PR0879'
 PR0879'TO REACH FROM THE POST OFFICE IN RAMONA GO SOUTH ONE BLOCK
 PR0879'AND THEN WEST TWO BLOCKS.
 PR0879'
 PR0879'PROBABLY THE SAME STATION AS RAMONA, WHITE SPIRE, 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0849 ***********************************************************************
 QS0849  DESIGNATION -  RAND
 QS0849  PID         -  QS0849
 QS0849  STATE/COUNTY-  SD/CORSON
 QS0849  COUNTRY     -  US
 QS0849  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0849
 QS0849                         *CURRENT SURVEY CONTROL
 QS0849  ______________________________________________________________________
 QS0849* NAD 83(1996) POSITION- 45 44 35.36085(N) 101 22 19.33054(W)   ADJUSTED
 QS0849* NAVD 88 ORTHO HEIGHT -   652.    (meters)     2139.    (feet) SCALED
 QS0849  ______________________________________________________________________
 QS0849  GEOID HEIGHT    -        -20.472 (meters)                     GEOID18
 QS0849  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 QS0849  HORZ ORDER      -  SECOND
 QS0849
 QS0849.The horizontal coordinates were established by classical geodetic methods
 QS0849.and adjusted by the National Geodetic Survey in January 1998.
 QS0849
 QS0849.The orthometric height was scaled from a topographic map.
 QS0849
 QS0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0849.GEOID18 height accuracy estimate available here.
 QS0849
 QS0849.Click photographs - Photos may exist for this station.
 QS0849
 QS0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0849
 QS0849. The following values were computed from the NAD 83(1996) position.
 QS0849
 QS0849;                    North         East     Units Scale Factor Converg.
 QS0849;SPC SD N     -   213,137.892   493,230.672   MT  1.00001210   -0 58 15.8
 QS0849;SPC SD N     -   699,269.90  1,618,207.63   sFT  1.00001210   -0 58 15.8
 QS0849;UTM  14      - 5,068,247.376   315,481.050   MT  1.00001860   -1 41 57.7
 QS0849
 QS0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0849!SPC SD N     -   0.99990093  x   1.00001210  =   0.99991303
 QS0849!UTM  14      -   0.99990093  x   1.00001860  =   0.99991953
 QS0849
 QS0849:                Primary Azimuth Mark                     Grid Az
 QS0849:SPC SD N     -  T21N R22E SECS 34 35 1/4 COR             158 02 37.3
 QS0849:UTM  14      -  T21N R22E SECS 34 35 1/4 COR             158 46 19.2
 QS0849
 QS0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1548168247(NAD 83)
 QS0849
 QS0849|---------------------------------------------------------------------|
 QS0849| PID    Reference Object                     Distance      Geod. Az  |
 QS0849|                                                           dddmmss.s |
 QS0849| CQ9281 RAND RM 1                            15.167 METERS 08022     |
 QS0849| CQ9650 T21N R22E SECS 34 35 1/4 COR                       1570421.5 |
 QS0849| CQ9282 RAND RM 2                            13.707 METERS 34043     |
 QS0849|---------------------------------------------------------------------|
 QS0849
 QS0849                          SUPERSEDED SURVEY CONTROL
 QS0849
 QS0849  NAD 83(1986)-  45 44 35.35246(N)    101 22 19.32742(W) AD(       ) 2
 QS0849  NAD 27      -  45 44 35.36100(N)    101 22 17.83900(W) AD(       ) 2
 QS0849
 QS0849.Superseded values are not recommended for survey control.
 QS0849
 QS0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0849.See file dsdata.pdf to determine how the superseded data were derived.
 QS0849
 QS0849_MARKER: DS = TRIANGULATION STATION DISK
 QS0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0849_STAMPING: RAND 1952
 QS0849_MARK LOGO: CGS
 QS0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0849+STABILITY: SURFACE MOTION
 QS0849
 QS0849  HISTORY     - Date     Condition        Report By
 QS0849  HISTORY     - 1952     MONUMENTED       CGS
 QS0849
 QS0849                          STATION DESCRIPTION
 QS0849
 QS0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0849'THE STATION IS IN SECTION 34, T 21 N, R 22 E, ABOUT 12-1/2 MILES
 QS0849'SOUTH AND 1-1/2 MILES WEST OF MC INTOSH, AND 1-1/2 MILES WEST OF
 QS0849'STATE HIGHWAY 65.
 QS0849'
 QS0849'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0849'STATE HIGHWAY 65, AT THE SOUTHEAST END OF A RAILROAD OVERPASS
 QS0849'3/4 MILE EAST-SOUTHEAST OF MC INTOSH, GO SOUTH ON STATE HIGHWAY
 QS0849'65 FOR 9.15 MILES TO SOME FARM BUILDINGS ON THE LEFT, CONTINUE
 QS0849'SOUTHERLY ON THE HIGHWAY FOR 4.15 MILES TO A SIDE ROAD ON THE
 QS0849'RIGHT, TURN RIGHT (WEST) AND FOLLOW THE MAIN GRADED DIRT ROAD
 QS0849'FOR 1.5 MILES TO A POINT WHERE THE MAIN ROAD TURNS TO THE
 QS0849'NORTH, CONTINUE STRAIGHT AHEAD (WEST) ON A UNIMPROVED DIRT
 QS0849'ROAD FOR 0.05 MILE, TURN TO THE SOUTH WITH THE ROAD FOR 0.5
 QS0849'MILE TO A GATE ON THE RIGHT AND THE GLO (AZIMUTH MARK) AS
 QS0849'DESCRIBED BELOW, GO THROUGH GATE AND GO NORTHWESTERLY
 QS0849'ACROSS PASTURE LAND FOR 0.3 MILE TO THE HIGHEST POINT OF
 QS0849'THE RIDGE AND THE STATION.
 QS0849'
 QS0849'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0849'RAND 1952.
 QS0849'
 QS0849'REFERENCE MARK 1 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QS0849'RAND NO 1 1952.
 QS0849'
 QS0849'REFERENCE MARK 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED RAND
 QS0849'NO 2 1952.
 QS0849'
 QS0849'THE GLO (AZIMUTH MARK) IS 32 FEET EAST OF A FENCE CORNER, 5.5
 QS0849'FEET SOUTH OF A WIRE FENCE AND A WHITE 4 IN X 4 IN WITNESS POST.
 QS0849'THE MARK IS A STANDARD GLO INDIAN ALLOTMENT DISK BOLTED TO THE
 QS0849'TOP OF A 2-INCH CAST IRON PIPE, THAT PROJECTS 24 INCHES AND THE
 QS0849'DISK IS STAMPED.
 QS0849'
 QS0849'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0793 ***********************************************************************
 OS0793  DESIGNATION -  RANGE
 OS0793  PID         -  OS0793
 OS0793  STATE/COUNTY-  SD/JACKSON
 OS0793  COUNTRY     -  US
 OS0793  USGS QUAD   -  COTTONWOOD (2017)
 OS0793
 OS0793                         *CURRENT SURVEY CONTROL
 OS0793  ______________________________________________________________________
 OS0793* NAD 83(1996) POSITION- 43 56 35.64252(N) 101 52 38.70780(W)   ADJUSTED
 OS0793* NAVD 88 ORTHO HEIGHT -   785.    (meters)     2575.    (feet) SCALED
 OS0793  ______________________________________________________________________
 OS0793  GEOID HEIGHT    -        -20.298 (meters)                     GEOID18
 OS0793  LAPLACE CORR    -         -9.15  (seconds)                    DEFLEC18
 OS0793  HORZ ORDER      -  SECOND
 OS0793
 OS0793.The horizontal coordinates were established by classical geodetic methods
 OS0793.and adjusted by the National Geodetic Survey in January 1998.
 OS0793
 OS0793.The orthometric height was scaled from a topographic map.
 OS0793
 OS0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0793.GEOID18 height accuracy estimate available here.
 OS0793
 OS0793.Click photographs - Photos may exist for this station.
 OS0793
 OS0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0793
 OS0793. The following values were computed from the NAD 83(1996) position.
 OS0793
 OS0793;                    North         East     Units Scale Factor Converg.
 OS0793;SPC SD S     -   180,000.203   476,053.459   MT  0.99992291   -1 03 54.7
 OS0793;SPC SD S     -   590,550.67  1,561,852.06   sFT  0.99992291   -1 03 54.7
 OS0793;UTM  14      - 4,869,593.510   269,081.947   MT  1.00025589   -1 59 51.5
 OS0793
 OS0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0793!SPC SD S     -   0.99988003  x   0.99992291  =   0.99980295
 OS0793!UTM  14      -   0.99988003  x   1.00025589  =   1.00013589
 OS0793
 OS0793:                Primary Azimuth Mark                     Grid Az
 OS0793:SPC SD S     -  RANGE AZ MK                              032 52 03.4
 OS0793:UTM  14      -  RANGE AZ MK                              033 48 00.2
 OS0793
 OS0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6908169593(NAD 83)
 OS0793
 OS0793|---------------------------------------------------------------------|
 OS0793| PID    Reference Object                     Distance      Geod. Az  |
 OS0793|                                                           dddmmss.s |
 OS0793| CQ4736 RANGE AZ MK                                        0314808.7 |
 OS0793| CQ4737 RANGE RM 1                           11.526 METERS 08627     |
 OS0793| CQ4738 RANGE RM 2                           14.426 METERS 17242     |
 OS0793|---------------------------------------------------------------------|
 OS0793
 OS0793                          SUPERSEDED SURVEY CONTROL
 OS0793
 OS0793  NAD 83(1995)-  43 56 35.63474(N)    101 52 38.70985(W) AD(       ) 2
 OS0793  NAD 83(1986)-  43 56 35.63488(N)    101 52 38.71017(W) AD(       ) 2
 OS0793  NAD 27      -  43 56 35.66950(N)    101 52 37.17520(W) AD(       ) 2
 OS0793
 OS0793.Superseded values are not recommended for survey control.
 OS0793
 OS0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0793.See file dsdata.pdf to determine how the superseded data were derived.
 OS0793
 OS0793_MARKER: DS = TRIANGULATION STATION DISK
 OS0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0793_STAMPING: RANGE 1961
 OS0793_MARK LOGO: CGS
 OS0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0793+STABILITY: SURFACE MOTION
 OS0793
 OS0793  HISTORY     - Date     Condition        Report By
 OS0793  HISTORY     - 1961     MONUMENTED       CGS
 OS0793
 OS0793                          STATION DESCRIPTION
 OS0793
 OS0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0793'LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF PHILIP, 6-1/2 MILES
 OS0793'NORTH OF CACTUS FLAT, IN SEC. 20.  T. 1 S., R. 19 E., ON
 OS0793'THE NORTH EDGE OF A MESA TYPE HILL AND THE HIGHEST POINT
 OS0793'IN THE IMMEDIATE VICINITY, 23.3 FEET WEST OF THE CENTERLINE
 OS0793'OF A TRACK ROAD.  IT IS STAMPED RANGE 1961 AND PROJECTS
 OS0793'1 INCH ABOVE THE GROUND SURFACE.
 OS0793'
 OS0793'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD,
 OS0793'GO SOUTH ON THE MAIN STREET FOR 0.2 MILE TO U.S. HIGHWAY 14,
 OS0793'TURN LEFT AND GO EAST ON U.S. HIGHWAY 14 FOR 1.75 MILES
 OS0793'TO A SIDE ROAD ON THE RIGHT, JUST BEFORE CROSSING THE
 OS0793'RAILROAD TRACKS, TURN RIGHT ON A HARD SURFACED ROAD AND GO
 OS0793'EAST FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 OS0793'A GRAVELED ROAD FOR 0.35 MILE TO RANGE FIELD STATION ON THE
 OS0793'LEFT, P
 OS0793'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.65 MILE TO A
 OS0793'CROSSROAD, TURN RIGHT PASSING THROUGH THE WIRE GATE, AND GO
 OS0793'WEST FOR 0.35 MILE TO A WIRE GATE, PASS THROUGH THE GATE
 OS0793'AND CONTINUE WEST FOR 0.1 MLE TO A GATE, CONTINUE STRAIGHT
 OS0793'AHEAD, WEST, FOR 0.15 MILE TO A FORK, KEEP RIGHT FORK AND
 OS0793'FOLLOW A TRACK ROAD WESTERLY FOR 0.15 MILE TO A GATE AND
 OS0793'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  PASS THROUGH
 OS0793'THE GATE AND CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK
 OS0793'AFTER CROSSING A DRAW, TAKE THE LEFT FORK, SOUTHERLY UPHILL
 OS0793'FOR 0.5 MILE FOLLOWING A NARROW RIDGE TO A GATE, PASS
 OS0793'THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.15 MILE TO
 OS0793'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 OS0793'
 OS0793'R.M. 1 IS 10.5 FEET EAST OF THE CENTER OF A DIM TRACK ROAD
 OS0793'AND 1.5 FEET LOWER THAN THE STATION.  IT IS STAMPED RANGE
 OS0793'NO 1 1961 AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OS0793'
 OS0793'R.M. 2 IS 20.5 FEET WST OF THE CENTER OF A DIM TRACK ROAD
 OS0793'AND ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS STAMPED
 OS0793'RANGE NO 2 1961 AND SET FLUSH WITH THE GROUND SURFACE.
 OS0793'
 OS0793'THE AZIMUTH MARK IS 14.2 FEET SOUTHWEST OF THE SOUTH-SOUTHWEST
 OS0793'GATE POST, 4.9 FEET SOUTHWEST OF A METAL WITNESS POST AND
 OS0793'SIGN, AND 1 FOOT SOUTHEAST OF A SOUTHWEST-NORTHEAST FENCE
 OS0793'LINE.  IT IS STAMPED RANGE 1961 AND PROJECTS ABOUT 2 INCHES
 OS0793'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2248 ***********************************************************************
 PU2248  DESIGNATION -  RANGE
 PU2248  PID         -  PU2248
 PU2248  STATE/COUNTY-  SD/BUTTE
 PU2248  COUNTRY     -  US
 PU2248  USGS QUAD   -  FAIRPOINT NW (2017)
 PU2248
 PU2248                         *CURRENT SURVEY CONTROL
 PU2248  ______________________________________________________________________
 PU2248* NAD 83(1996) POSITION- 44 44 35.90191(N) 102 59 14.37258(W)   ADJUSTED
 PU2248* NAVD 88 ORTHO HEIGHT -   882.80  (+/-2cm)     2896.3   (feet) VERTCON3
 PU2248  ______________________________________________________________________
 PU2248  GEOID HEIGHT    -        -17.340 (meters)                     GEOID18
 PU2248  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 PU2248  HORZ ORDER      -  SECOND
 PU2248  VERT ORDER      -  THIRD ? (See Below)
 PU2248
 PU2248.The horizontal coordinates were established by classical geodetic methods
 PU2248.and adjusted by the National Geodetic Survey in January 1998.
 PU2248
 PU2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2248
 PU2248.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2248.GEOID18 height accuracy estimate available here.
 PU2248
 PU2248.The vertical order pertains to the NGVD 29 superseded value.
 PU2248
 PU2248.Click photographs - Photos may exist for this station.
 PU2248
 PU2248.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2248
 PU2248. The following values were computed from the NAD 83(1996) position.
 PU2248
 PU2248;                    North         East     Units Scale Factor Converg.
 PU2248;SPC SD N     -   105,482.477   363,474.182   MT  0.99995347   -2 06 51.3
 PU2248;SPC SD N     -   346,070.43  1,192,498.21   sFT  0.99995347   -2 06 51.3
 PU2248;UTM  13      - 4,956,406.016   659,336.557   MT  0.99991220   +1 25 01.5
 PU2248
 PU2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2248!SPC SD N     -   0.99986432  x   0.99995347  =   0.99981780
 PU2248!UTM  13      -   0.99986432  x   0.99991220  =   0.99977653
 PU2248
 PU2248:                Primary Azimuth Mark                     Grid Az
 PU2248:SPC SD N     -  RANGE AZ MK                              305 03 33.3
 PU2248:UTM  13      -  RANGE AZ MK                              301 31 40.5
 PU2248
 PU2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5933656406(NAD 83)
 PU2248
 PU2248|---------------------------------------------------------------------|
 PU2248| PID    Reference Object                     Distance      Geod. Az  |
 PU2248|                                                           dddmmss.s |
 PU2248| CQ4734 RANGE RM 1                           13.249 METERS 02938     |
 PU2248| CQ4735 RANGE RM 2                           11.716 METERS 12414     |
 PU2248| CQ4733 RANGE AZ MK                                        3025642.0 |
 PU2248|---------------------------------------------------------------------|
 PU2248
 PU2248                          SUPERSEDED SURVEY CONTROL
 PU2248
 PU2248  NAD 83(1993)-  44 44 35.89486(N)    102 59 14.37232(W) AD(       ) 2
 PU2248  NAD 83(1986)-  44 44 35.89327(N)    102 59 14.37245(W) AD(       ) 2
 PU2248  NAD 27      -  44 44 35.93300(N)    102 59 12.73900(W) AD(       ) 2
 PU2248  NGVD 29             882.32   (m)         2894.7    (f) LEVELING    3  
 PU2248
 PU2248.Superseded values are not recommended for survey control.
 PU2248
 PU2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2248.See file dsdata.pdf to determine how the superseded data were derived.
 PU2248
 PU2248_MARKER: DS = TRIANGULATION STATION DISK
 PU2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2248_STAMPING: RANGE 1951
 PU2248_MARK LOGO: CGS
 PU2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2248+STABILITY: SURFACE MOTION
 PU2248
 PU2248  HISTORY     - Date     Condition        Report By
 PU2248  HISTORY     - 1951     MONUMENTED       CGS
 PU2248  HISTORY     - 1961     GOOD             CGS
 PU2248
 PU2248                          STATION DESCRIPTION
 PU2248
 PU2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2248'THE STATION IS ABOUT 11 MILES SOUTHWEST OF SULPHUR AND 10 MILES
 PU2248'EAST OF FAIRPOINT, 0.2 MILE SOUTH OF A GRAVELED ROAD AND 24
 PU2248'FEET WEST OF A TRACK ROAD.  IT IS IN THE NORTHWEST 1/4 SECTION
 PU2248'14, T 9 N, R 9 E.
 PU2248'
 PU2248'TO REACH THE STATION FROM THE POST OFFICE IN FAIRPOINT GO EAST
 PU2248'ON THE MAIN GRAVELED ROAD FOR 9.7 MILES TO A TRACK ROAD
 PU2248'ON THE LEFT.  THEN LEFT, SOUTHWESTERLY, FOR 0.25 MILE ON THE
 PU2248'TRACK ROAD TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PU2248'CONTINUE SOUTHWESTERLY ON THE TRACK ROAD FOR 0.4 MILE TO THE
 PU2248'STATION MARK ON THE RIGHT AS DESCRIBED.
 PU2248'
 PU2248'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RANGE
 PU2248'1951.
 PU2248'
 PU2248'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE TRACK ROAD.  THE
 PU2248'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RANGE NO 1 1951.
 PU2248'
 PU2248'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE TRACK ROAD.  THE
 PU2248'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RANGE NO 2
 PU2248'1951.
 PU2248'
 PU2248'THE AZIMUTH MARK IS 33 FEET WEST OF THE TRACK ROAD.  THE MARK
 PU2248'PROJECTS 6 INCHES AND THE DISK IS STAMPED RANGE 1951.
 PU2248'
 PU2248'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2248'CYLINDERS.
 PU2248
 PU2248                          STATION RECOVERY (1961)
 PU2248
 PU2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WFR)
 PU2248'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 PU2248'
 PU2248'THE 1951 DESCRIPTION TO REACH IS ADEQUATE.
 PU2248'
 PU2248'THE STATION IS ON PROPERTY OWNED BY MR. LEO AHORN WHO LIVES
 PU2248'1 MILE NORTHEAST OF NEWELL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2661 ***********************************************************************
 PU2661  DESIGNATION -  RAP C
 PU2661  PID         -  PU2661
 PU2661  STATE/COUNTY-  SD/PENNINGTON
 PU2661  COUNTRY     -  US
 PU2661  USGS QUAD   -  BOX ELDER (2017)
 PU2661
 PU2661                         *CURRENT SURVEY CONTROL
 PU2661  ______________________________________________________________________
 PU2661* NAD 83(1993) POSITION- 44 02 08.97742(N) 103 03 08.51713(W)   ADJUSTED
 PU2661* NAD 83(1993) ELLIP HT-   942.745 (meters)        (06/15/04)   ADJUSTED
 PU2661* NAVD 88 ORTHO HEIGHT -   960.1   (meters)     3150.    (feet) VERTCON3
 PU2661  ______________________________________________________________________
 PU2661  GEOID HEIGHT    -        -16.775 (meters)                     GEOID18
 PU2661  NAD 83(1993) X  - -1,037,377.575 (meters)                     COMP
 PU2661  NAD 83(1993) Y  - -4,474,713.400 (meters)                     COMP
 PU2661  NAD 83(1993) Z  -  4,411,609.632 (meters)                     COMP
 PU2661  LAPLACE CORR    -         -9.28  (seconds)                    DEFLEC18
 PU2661  HORZ ORDER      -  SECOND
 PU2661  ELLP ORDER      -  FOURTH    CLASS I
 PU2661
 PU2661.This mark is at Rapid City Airport (RAP)
 PU2661
 PU2661.The horizontal coordinates were established by GPS observations
 PU2661.and adjusted by the National Geodetic Survey in June 2004.
 PU2661
 PU2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2661
 PU2661.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2661.GEOID18 height accuracy estimate available here.
 PU2661
 PU2661.Click photographs - Photos may exist for this station.
 PU2661
 PU2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2661
 PU2661.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2661
 PU2661.The ellipsoidal height was determined by GPS observations
 PU2661.and is referenced to NAD 83.
 PU2661
 PU2661. The following values were computed from the NAD 83(1993) position.
 PU2661
 PU2661;                    North         East     Units Scale Factor Converg.
 PU2661;SPC SD S     -   192,702.541   382,101.473   MT  0.99993338   -1 52 32.6
 PU2661;SPC SD S     -   632,224.92  1,253,611.25   sFT  0.99993338   -1 52 32.6
 PU2661;UTM  13      - 4,877,696.148   656,056.901   MT  0.99989953   +1 21 14.7
 PU2661
 PU2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2661!SPC SD S     -   0.99985220  x   0.99993338  =   0.99978559
 PU2661!UTM  13      -   0.99985220  x   0.99989953  =   0.99975174
 PU2661
 PU2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5605677696(NAD 83)
 PU2661
 PU2661                          SUPERSEDED SURVEY CONTROL
 PU2661
 PU2661  NAD 83(1996)-  44 02 08.97257(N)    103 03 08.51021(W) AD(       ) 2
 PU2661  NAD 83(1993)-  44 02 08.96435(N)    103 03 08.51297(W) AD(       ) 2
 PU2661  NAD 83(1986)-  44 02 08.96325(N)    103 03 08.51736(W) AD(       ) 2
 PU2661  NGVD 29 (06/03/93)  959.6    (m)  GEOID90  model used  GPS OBS        
 PU2661
 PU2661.Superseded values are not recommended for survey control.
 PU2661
 PU2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2661.See file dsdata.pdf to determine how the superseded data were derived.
 PU2661
 PU2661_MARKER: DD = SURVEY DISK
 PU2661_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU2661_SP_SET: 11 X 9 FOOT CONCRETE DRAIN
 PU2661_STAMPING: RAP C 1992
 PU2661_MARK LOGO: NOS
 PU2661_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2661+STABILITY: SURFACE MOTION
 PU2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2661+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 PU2661
 PU2661  HISTORY     - Date     Condition        Report By
 PU2661  HISTORY     - 1992     MONUMENTED       NOS
 PU2661  HISTORY     - 19950615 GOOD             NOS
 PU2661  HISTORY     - 19960530 GOOD             NGS
 PU2661  HISTORY     - 20141203 MARK NOT FOUND   KADRMA
 PU2661
 PU2661                          STATION DESCRIPTION
 PU2661
 PU2661'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 PU2661'THE STATION IS LOCATED ABOUT 12.9 KM (8.02 MI) EAST OF RAPID CITY, AND
 PU2661'8.0 KM (4.97 MI) SOUTH OF BOX ELDER AT THE RAPID CITY REGIONAL
 PU2661'AIRPORT, AND ALONG THE SOUTHWEST SIDE OF RUNWAY 14-32.
 PU2661'TO REACH THE STATION FROM THE CONTROLLED ACCESS GATE AT THE GENERAL
 PU2661'AVIATION BUILDING, PASS THROUGH GATE AND GO EAST FOR 0.2 KM
 PU2661'(0.12 MI) BETWEEN TWO SETS OF HANGARS TO AN AIRCRAFT PARKING AREA.
 PU2661'FROM THE PARKING AREA PROCEED SOUTHEAST FOR 1.4 KM (0.87 MI) ALONG
 PU2661'NORTH-SOUTH TAXIWAY TO AN EAST/WEST CONNECTING TAXIWAY AND THE
 PU2661'STATION.        THE STATION IS LOCATED 27.3 M (89.57 FT) NORTHEAST OF
 PU2661'THE NORTH EDGE OF THE TAXIWAY, 25.3 M (83.01 FT) SOUTHWEST OF A
 PU2661'TAXIWAY SIGN LOCATED ALONG THE WEST EDGE OF RUNWAY 14-32 AND 13.0 M
 PU2661'(42.65 FT) FROM A TAXIWAY SIGN LOCATED ALONG THE EAST EDDGE OF THE
 PU2661'NORTH/SOUTH PARALLEL TAXIWAY.
 PU2661
 PU2661                          STATION RECOVERY (1995)
 PU2661
 PU2661'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995
 PU2661'THE STATION IS LOCATED AT THE RAPID CITY REGIONAL AIRPORT NEAR THE
 PU2661'SECOND TO SOUTHEASTERN MOST CONNECTING TAXIWAY ON THE FIELD.  THE
 PU2661'STATION IS LOCATED IN THE SOUTHEASTERN CORNER OF 6 X 8 CONCRETE DRIAN.
 PU2661'THE SATION IS 89.8 FT (27.4 M) NW OF THE NW EDGE OF THE CONNECTING
 PU2661'TAXIWAY 83.0 FT (25.3 M) SW OF A TAXIWAY SIGN LOCATED NEAR THE SW EDGE
 PU2661'OF THE RUNWAY, AND 42.8 FT (13.0 M) NE OF A TAXIWAY SIGN LOCATED ALONG
 PU2661'THE NE EDGE OF THE MAIN PARALLEL TAXIWAY.  THE STATION IS A STANDARD
 PU2661'NOS DISK SET IN THE CONCRETE DRAIN AND STAMPED RAP C 1992.
 PU2661
 PU2661                          STATION RECOVERY (1996)
 PU2661
 PU2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PU2661'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST OF RAPID CITY AND
 PU2661'8.0 KM (4.95 MI) SOUTH OF BOX ELDER, AT THE RAPID CITY REGIONAL
 PU2661'AIRPORT, ALONG THE SOUTHWEST SIDE OF RUNWAY 14-32.  OWNERSHIP--CITY OF
 PU2661'RAPID CITY, ROUTE 2 BOX 4640, RAPID CITY SD 57701.  AIRPORT MANAGER IS
 PU2661'DAVID R. LEPINE, PHONE 605-394-4195.  TO REACH THE STATION FROM THE
 PU2661'JUNCTION OF STATE HIGHWAY 79, 44, AND U.S. HIGHWAY 16 IN RAPID CITY,
 PU2661'GO EAST FOR 7.3 MI (11.7 KM) ON STATE HIGHWAY 44 EAST TO AIRPORT ROAD
 PU2661'ON THE LEFT.  TURN LEFT AND GO 0.75 MI (1.21 KM) TO AIRPORT ENTRANCE
 PU2661'ON THE RIGHT.  TURN RIGHT AND GO 0.6 MI (1.0 KM) TO THE EAST SIDE OF
 PU2661'TERMINAL AND GATE 1.  CONTINUE THROUGH GATE AND GO 0.2 MI (0.3 KM)
 PU2661'NORTHEAST ACROSS APRON TO A TAXIWAY.  TURN RIGHT, SOUTH-SOUTHEAST FOR
 PU2661'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED
 PU2661'27.3 M (89.6 FT) NORTHEAST OF THE NORTH EDGE OF THE TAXIWAY, 25.3 M
 PU2661'(83.0 FT) SOUTHWEST OF A TAXIWAY SIGN LOCATED ALONG THE WEST EDGE OF
 PU2661'RUNWAY 14-32 AND 13.0 M (42.7 FT) NORTHEAST FROM A TAXIWAY SIGN ALONG
 PU2661'THE EAST EDGE OF THE NORTH/SOUTH PARALLEL TAXIWAY.  THIS IS A
 PU2661'SECONDARY AIRPORT CONTROL STATION.
 PU2661
 PU2661                          STATION RECOVERY (2014)
 PU2661
 PU2661'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2014 (GF)
 PU2661'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8009 ***********************************************************************
 AC8009  HT_MOD      -  This is a Height Modernization Survey Station.
 AC8009  CBN         -  This is a Cooperative Base Network Control Station.
 AC8009  PACS        -  This is a Primary Airport Control Station.
 AC8009  DESIGNATION -  RAP D
 AC8009  PID         -  AC8009
 AC8009  STATE/COUNTY-  SD/PENNINGTON
 AC8009  COUNTRY     -  US
 AC8009  USGS QUAD   -  BOX ELDER (2017)
 AC8009
 AC8009                         *CURRENT SURVEY CONTROL
 AC8009  ______________________________________________________________________
 AC8009* NAD 83(2011) POSITION- 44 02 36.59336(N) 103 03 30.18494(W)   ADJUSTED
 AC8009* NAD 83(2011) ELLIP HT-   946.675 (meters)        (06/27/12)   ADJUSTED
 AC8009* NAD 83(2011) EPOCH   -  2010.00
 AC8009* NAVD 88 ORTHO HEIGHT -   963.42  (meters)     3160.8   (feet) GPS OBS
 AC8009  ______________________________________________________________________
 AC8009  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8009  GEOID HEIGHT    -        -16.642 (meters)                     GEOID99
 AC8009  GEOID HEIGHT    -        -16.749 (meters)                     GEOID18
 AC8009  NAD 83(2011) X  - -1,037,714.373 (meters)                     COMP
 AC8009  NAD 83(2011) Y  - -4,474,029.867 (meters)                     COMP
 AC8009  NAD 83(2011) Z  -  4,412,225.180 (meters)                     COMP
 AC8009  LAPLACE CORR    -         -9.50  (seconds)                    DEFLEC18
 AC8009
 AC8009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8009  Standards:
 AC8009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8009  -------------------------------------------------------------------
 AC8009  NETWORK    0.88   1.47           0.41   0.29   0.75     -0.04932237
 AC8009  -------------------------------------------------------------------
 AC8009  Click here for local accuracies and other accuracy information.
 AC8009
 AC8009.This mark is at Rapid City Airport (RAP)
 AC8009
 AC8009.The horizontal coordinates were established by GPS observations
 AC8009.and adjusted by the National Geodetic Survey in June 2012.
 AC8009
 AC8009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8009.been affixed to the stable North American tectonic plate. See 
 AC8009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8009
 AC8009.The horizontal coordinates are valid at the epoch date displayed above
 AC8009.which is a decimal equivalence of Year/Month/Day.
 AC8009
 AC8009.The orthometric height was determined by GPS observations and a
 AC8009.high-resolution geoid model.
 AC8009
 AC8009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8009.GEOID18 height accuracy estimate available here.
 AC8009
 AC8009.Click photographs - Photos may exist for this station.
 AC8009
 AC8009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8009
 AC8009.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8009
 AC8009.The ellipsoidal height was determined by GPS observations
 AC8009.and is referenced to NAD 83.
 AC8009
 AC8009. The following values were computed from the NAD 83(2011) position.
 AC8009
 AC8009;                    North         East     Units Scale Factor Converg.
 AC8009;SPC SD S     -   193,570.193   381,647.266   MT  0.99993436   -1 52 47.6
 AC8009;SPC SD S     -   635,071.54  1,252,121.07   sFT  0.99993436   -1 52 47.6
 AC8009;UTM  13      - 4,878,536.801   655,554.548   MT  0.99989761   +1 21 00.3
 AC8009
 AC8009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8009!SPC SD S     -   0.99985158  x   0.99993436  =   0.99978595
 AC8009!UTM  13      -   0.99985158  x   0.99989761  =   0.99974920
 AC8009
 AC8009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5555478536(NAD 83)
 AC8009
 AC8009                          SUPERSEDED SURVEY CONTROL
 AC8009
 AC8009  NAD 83(2007)-  44 02 36.59324(N)    103 03 30.18605(W) AD(2002.00) 0
 AC8009  ELLIP H (02/10/07)  946.703  (m)                       GP(2002.00)    
 AC8009  ELLIP H (04/15/04)  946.693  (m)                       GP(       ) 2 1
 AC8009  NAD 83(1996)-  44 02 36.59268(N)    103 03 30.18604(W) AD(       ) B
 AC8009  ELLIP H (04/18/97)  946.750  (m)                       GP(       ) 4 1
 AC8009  NAVD 88 (04/18/97)  963.41   (m)  GEOID96  model used  GPS OBS        
 AC8009
 AC8009.Superseded values are not recommended for survey control.
 AC8009
 AC8009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8009.See file dsdata.pdf to determine how the superseded data were derived.
 AC8009
 AC8009_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8009_SP_SET: DRAIN FOUNDATION
 AC8009_STAMPING: RAP D 1996
 AC8009_MARK LOGO: NGS
 AC8009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8009+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2014
 AC8009
 AC8009  HISTORY     - Date     Condition        Report By
 AC8009  HISTORY     - 1996     MONUMENTED       NGS
 AC8009  HISTORY     - 20000330 GOOD             GEOMET
 AC8009  HISTORY     - 20011025 GOOD             NGS
 AC8009  HISTORY     - 20141203 GOOD             KADRMA
 AC8009
 AC8009                          STATION DESCRIPTION
 AC8009
 AC8009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8009'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST OF RAPID CITY AND
 AC8009'8.0 KM (4.95 MI) SOUTH OF BOX ELDER, AT THE RAPID CITY REGIONAL
 AC8009'AIRPORT, ALONG THE SOUTHWEST SIDE OF RUNWAY 14-32.  OWNERSHIP--CITY OF
 AC8009'RAPID CITY, ROUTE 2 BOX 4640, RAPID CITY, SD 57701.  AIRPORT MANAGER
 AC8009'IS DAVID R. LEPINE, PHONE 605-394-4195.
 AC8009'
 AC8009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79, 44, AND
 AC8009'U.S. HIGHWAY 16, GO EAST 7.3 MI (11.7 KM) ON STATE HIGHWAY 44 EAST TO
 AC8009'THE JUNCTION OF AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON
 AC8009'AIRPORT ROAD FOR 0.75 MI (1.21 KM) TO THE AIRPORT ENTRANCE ROAD ON THE
 AC8009'RIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST ON THE AIRPORT ENTRANCE
 AC8009'ROAD FOR 0.6 MI (1.0 KM) TO THE EAST SIDE OF TERMINAL AND GATE 1.
 AC8009'PASS THROUGH GATE AND GO NORTH-NORTHWEST FOR 0.3 MI (0.5 KM) ACROSS
 AC8009'APRON TO TAXIWAY A3 AND THE STATION ON THE LEFT, IN A CONCRETE
 AC8009'FOUNDATION FOR A STORM DRAIN.
 AC8009'
 AC8009'THE STATION IS 74.0 FT (22.6 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AC8009'TAXIWAY A3, 50.4 FT (15.4 M) WEST OF A TAXIWAY LIGHT, AND 27.0 FT
 AC8009'(8.2 M) NORTH OF TAXIWAY/RUNWAY SIGN A3/14-32.  THIS STATION WAS USED
 AC8009'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AC8009
 AC8009                          STATION RECOVERY (2000)
 AC8009
 AC8009'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AC8009'RECOVERED AS DESCRIBED.
 AC8009
 AC8009                          STATION RECOVERY (2001)
 AC8009
 AC8009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 AC8009'DESCRIBED BY NGS AERO PARTY IN 2001 (JDH).
 AC8009'
 AC8009'THE STATION IS LOCATED ABOUT 8 MI EAST OF RAPID CITY AND 5 MI SOUTH OF
 AC8009'BOX ELDER, AT THE RAPID CITY REGIONAL AIRPORT ALONG THE SOUTHWEST SIDE
 AC8009'OF RUNWAY 14-32, NEAR MID FIELD.  OWNERSHIP--CITY OF RAPID CITY, 4550
 AC8009'TERMINAL RD, SUITE 102. RAPID CITY, SD. 57703.  AIRPORT MANAGER IS
 AC8009'DAVID R. LEPINE.  PHONE (605) 394-4195.
 AC8009'
 AC8009'TO REACH THE STATION FROM THE JUNCTION OF ST HWY 79, 44  AND US HWY
 AC8009'16.  GO EAST 7.3 MI ON ST HWY 44 TO THE INTERSECTION WITH AIRPORT ROAD
 AC8009'ON THE LEFT. TURN LEFT GOING NORTH ON AIRPORT RD FOR 0.75 MI TO THE
 AC8009'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT GOING  EAST AND
 AC8009'NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 MI TO THE EAST SIDE OF
 AC8009'THE TERMINAL AND GATE NO. 1 TO THE AOA.  AFTER GAINING ACCESS TO THE
 AC8009'FIELD GO NORTH-NORTHWEST FOR 0.3 MI ACROSS THE APRON AND PARALLEL
 AC8009'TAXIWAY 'A' TO TAXIWAY 'A3' AND THE STATION ON THE LEFT.
 AC8009'
 AC8009'THE MARK IS IN THE NORTH CORNER OF A CONCRETE FOUNDATION OF A STORM
 AC8009'DRAIN, 74.0 FT NORTHWEST OF THE CL OF TXWY 'A3', 50.4 FT  WEST OF A
 AC8009'TXWY LIGHT, AND 27.0 FT NORTHWEST OF A SIGN 'A3/14-32' AT THE HOLD
 AC8009'BAR.  THIS IS THE PACS.
 AC8009
 AC8009                          STATION RECOVERY (2014)
 AC8009
 AC8009'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2014 (GF)
 AC8009'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AJ7170 ***********************************************************************
 AJ7170  SACS        -  This is a Secondary Airport Control Station.
 AJ7170  DESIGNATION -  RAP E
 AJ7170  PID         -  AJ7170
 AJ7170  STATE/COUNTY-  SD/PENNINGTON
 AJ7170  COUNTRY     -  US
 AJ7170  USGS QUAD   -  BOX ELDER (2017)
 AJ7170
 AJ7170                         *CURRENT SURVEY CONTROL
 AJ7170  ______________________________________________________________________
 AJ7170* NAD 83(2011) POSITION- 44 03 04.84747(N) 103 03 07.71151(W)   ADJUSTED
 AJ7170* NAD 83(2011) ELLIP HT-   959.039 (meters)        (06/27/12)   ADJUSTED
 AJ7170* NAD 83(2011) EPOCH   -  2010.00
 AJ7170* NAVD 88 ORTHO HEIGHT -   975.81  (meters)     3201.5   (feet) GPS OBS
 AJ7170  ______________________________________________________________________
 AJ7170  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ7170  GEOID HEIGHT    -        -16.665 (meters)                     GEOID99
 AJ7170  GEOID HEIGHT    -        -16.768 (meters)                     GEOID18
 AJ7170  NAD 83(2011) X  - -1,037,091.963 (meters)                     COMP
 AJ7170  NAD 83(2011) Y  - -4,473,560.836 (meters)                     COMP
 AJ7170  NAD 83(2011) Z  -  4,412,860.674 (meters)                     COMP
 AJ7170  LAPLACE CORR    -         -9.43  (seconds)                    DEFLEC18
 AJ7170
 AJ7170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7170  Standards:
 AJ7170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7170  -------------------------------------------------------------------
 AJ7170  NETWORK    1.03   2.51           0.48   0.34   1.28     -0.04078461
 AJ7170  -------------------------------------------------------------------
 AJ7170  Click here for local accuracies and other accuracy information.
 AJ7170
 AJ7170.This mark is at Rapid City Airport (RAP)
 AJ7170
 AJ7170.The horizontal coordinates were established by GPS observations
 AJ7170.and adjusted by the National Geodetic Survey in June 2012.
 AJ7170
 AJ7170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7170.been affixed to the stable North American tectonic plate. See 
 AJ7170.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7170
 AJ7170.The horizontal coordinates are valid at the epoch date displayed above
 AJ7170.which is a decimal equivalence of Year/Month/Day.
 AJ7170
 AJ7170.The orthometric height was determined by GPS observations and a
 AJ7170.high-resolution geoid model.
 AJ7170
 AJ7170.GPS derived orthometric heights for airport stations designated as
 AJ7170.PACS or SACS are published to 2 decimal places.  This maintains
 AJ7170.centimeter relative accuracy between the PACS and SACS.  It does
 AJ7170.not indicate centimeter accuracy relative to other marks which are
 AJ7170.part of the published vertical control network.
 AJ7170
 AJ7170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7170.GEOID18 height accuracy estimate available here.
 AJ7170
 AJ7170.Click photographs - Photos may exist for this station.
 AJ7170
 AJ7170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7170
 AJ7170.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7170
 AJ7170.The ellipsoidal height was determined by GPS observations
 AJ7170.and is referenced to NAD 83.
 AJ7170
 AJ7170. The following values were computed from the NAD 83(2011) position.
 AJ7170
 AJ7170;                    North         East     Units Scale Factor Converg.
 AJ7170;SPC SD S     -   194,425.332   382,175.835   MT  0.99993539   -1 52 32.1
 AJ7170;SPC SD S     -   637,877.11  1,253,855.22   sFT  0.99993539   -1 52 32.1
 AJ7170;UTM  13      - 4,879,420.332   656,034.076   MT  0.99989944   +1 21 16.6
 AJ7170
 AJ7170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7170!SPC SD S     -   0.99984964  x   0.99993539  =   0.99978504
 AJ7170!UTM  13      -   0.99984964  x   0.99989944  =   0.99974910
 AJ7170
 AJ7170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5603479420(NAD 83)
 AJ7170
 AJ7170                          SUPERSEDED SURVEY CONTROL
 AJ7170
 AJ7170  NAD 83(2007)-  44 03 04.84735(N)    103 03 07.71262(W) AD(2002.00) 0
 AJ7170  ELLIP H (02/10/07)  959.066  (m)                       GP(2002.00)    
 AJ7170  NAD 83(1993)-  44 03 04.84678(N)    103 03 07.71261(W) AD(       ) 1
 AJ7170  ELLIP H (01/24/02)  959.114  (m)                       GP(       ) 4 2
 AJ7170
 AJ7170.Superseded values are not recommended for survey control.
 AJ7170
 AJ7170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7170.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7170
 AJ7170_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7170_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ7170_SP_SET: CONCRETE BASE
 AJ7170_STAMPING: RAP E 2001
 AJ7170_MARK LOGO: NGS
 AJ7170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7170+STABILITY: SURFACE MOTION
 AJ7170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7170+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2001
 AJ7170
 AJ7170  HISTORY     - Date     Condition        Report By
 AJ7170  HISTORY     - 20011025 MONUMENTED       NGS
 AJ7170  HISTORY     - 20141203 POOR             KADRMA
 AJ7170
 AJ7170                          STATION DESCRIPTION
 AJ7170
 AJ7170'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 AJ7170'THE STATION IS LOCATED ABOUT 8 MI EAST OF RAPID CITY AND 5 MI SOUTH OF
 AJ7170'BOX ELDER, AT THE RAPID CITY REGIONAL AIRPORT ALONG THE SOUTHEAST SIDE
 AJ7170'OF A TAXIWAY FOR RUNWAY 5-23, NEAR THE NORTHEAST END OF RUNWAY END 23
 AJ7170'NEAR A WINDSOCK OWNERSHIP--CITY OF RAPID CITY, 4550 TERMINAL RD, SUITE
 AJ7170'102. RAPID CITY, SD. 57703.  AIRPORT MANAGER IS DAVID R. LEPINE.
 AJ7170'PHONE (605) 394-4195.
 AJ7170'
 AJ7170'TO REACH THE STATION FROM THE JUNCTION OF ST HWY 79, 44  AND US HWY
 AJ7170'16.  GO EAST 7.3 MI ON ST HWY 44 TO THE INTERSECTION WITH AIRPORT ROAD
 AJ7170'ON THE LEFT. TURN LEFT GOING NORTH ON AIRPORT RD FOR 0.75 MI TO THE
 AJ7170'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT GOING  EAST AND
 AJ7170'NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 MI TO THE EAST SIDE OF
 AJ7170'THE TERMINAL AND GATE NO. 3 TO THE AOA.  AFTER GAINING ACCESS TO THE
 AJ7170'FIELD GO NORTHWEST FOR 0.5 MI ACROSS THE APRON TO TAXIWAY 'B' PARELLEL
 AJ7170'TO RUNWAY 5-23.  GO NORTHEAST ON TXWY 'B' (ACROSS RWY 14-32) FOR 0.7
 AJ7170'MI  AND THE STATION ON THE RIGHT.
 AJ7170'
 AJ7170'THE MARK IS  61 FT SOUTHEAST OF THE TAXIWAY EDGE, 21.5 FT SOUTHWEST OF
 AJ7170'A FENCE LINE. 5 FT NORTHEAST OF THE WINDSOCK AND SET IN THE EAST
 AJ7170'CORNER OF A CONCRETE WINDSOCK BASE, FLUSH WITH THE CONCRETE, 0.1 FT
 AJ7170'BELOW THE GRASS.  THIS STATION IS A SACS.
 AJ7170
 AJ7170                          STATION RECOVERY (2014)
 AJ7170
 AJ7170'RECOVERY NOTE BY KADRMAS, LEE AND JACKSON P.C. 2014 (GF)
 AJ7170'RECOVERED AS DESCRIBED (DISTURBED)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DP1963 ***********************************************************************
 DP1963  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP1963  DESIGNATION -  RAPID CITY CORS ARP
 DP1963  CORS_ID     -  SDRC
 DP1963  PID         -  DP1963
 DP1963  STATE/COUNTY-  SD/PENNINGTON
 DP1963  COUNTRY     -  US
 DP1963  USGS QUAD   -  RAPID CITY EAST (2017)
 DP1963
 DP1963                         *CURRENT SURVEY CONTROL
 DP1963  ______________________________________________________________________
 DP1963* NAD 83(2011) POSITION- 44 04 57.97295(N) 103 13 32.33729(W)   ADJUSTED
 DP1963* NAD 83(2011) ELLIP HT-   983.122 (meters)        (04/??/25)   ADJUSTED
 DP1963* NAD 83(2011) EPOCH   -  2010.00
 DP1963  ______________________________________________________________________
 DP1963  GEOID HEIGHT    -        -15.845 (meters)                     GEOID18
 DP1963  NAD 83(2011) X  - -1,050,082.629 (meters)                     COMP
 DP1963  NAD 83(2011) Y  - -4,468,052.217 (meters)                     COMP
 DP1963  NAD 83(2011) Z  -  4,415,386.615 (meters)                     COMP
 DP1963
 DP1963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1963  Standards:
 DP1963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1963  -------------------------------------------------------------------
 DP1963  NETWORK    0.14   0.18           0.06   0.05   0.09     -0.55465400
 DP1963  -------------------------------------------------------------------
 DP1963
 DP1963.The coordinates were established by GPS observations
 DP1963.and adjusted by the National Geodetic Survey in April 2025.
 DP1963
 DP1963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1963.been affixed to the stable North American Tectonic Plate. 
 DP1963
 DP1963.The coordinates are valid at the epoch date displayed above
 DP1963.which is a decimal equivalence of Year/Month/Day.
 DP1963
 DP1963.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP1963.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP1963.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP1963.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP1963.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP1963.published epoch of 2010.00.
 DP1963
 DP1963.Additional information on MYCS is available at:
 DP1963.https://geodesy.noaa.gov/CORS/index.shtml
 DP1963
 DP1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1963.GEOID18 height accuracy estimate available here.
 DP1963
 DP1963.The PID for the CORS L1 Phase Center is DP1964.
 DP1963
 DP1963.Click photographs - Photos may exist for this station.
 DP1963
 DP1963.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP1963
 DP1963.The ellipsoidal height was determined by GPS observations
 DP1963.and is referenced to NAD 83.
 DP1963
 DP1963. The following values were computed from the NAD 83(2011) position.
 DP1963
 DP1963;                    North         East     Units Scale Factor Converg.
 DP1963;SPC SD S     -   198,384.163   368,401.885   MT  0.99993968   -1 59 43.0
 DP1963;SPC SD S     -   650,865.37  1,208,665.18   sFT  0.99993968   -1 59 43.0
 DP1963;UTM  13      - 4,882,596.574   642,059.843   MT  0.99984821   +1 14 04.6
 DP1963
 DP1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1963!SPC SD S     -   0.99984587  x   0.99993968  =   0.99978556
 DP1963!UTM  13      -   0.99984587  x   0.99984821  =   0.99969410
 DP1963
 DP1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4205982596(NAD 83)
 DP1963
 DP1963                          SUPERSEDED SURVEY CONTROL
 DP1963
 DP1963  NAD 83(2011)-  44 04 57.97316(N)    103 13 32.33743(W) AD(2010.00) c
 DP1963  ELLIP H (06/??/19)  983.114  (m)                       GP(2010.00) c c
 DP1963  NAD 83(2011)-  44 04 57.97323(N)    103 13 32.33746(W) AD(2010.00) c
 DP1963  ELLIP H (02/??/14)  983.110  (m)                       GP(2010.00) c c
 DP1963
 DP1963.Superseded values are not recommended for survey control.
 DP1963
 DP1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1963.See file dsdata.pdf to determine how the superseded data were derived.
 DP1963
 DP1963_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP1963
 DP1963                          STATION DESCRIPTION
 DP1963
 DP1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP1963'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP1963'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP1963'AND LOG FILES ACCESSIBLE AT:
 DP1963'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2300 ***********************************************************************
 PU2300  DESIGNATION -  RAPID CITY MUN APT TK AND BCN
 PU2300  PID         -  PU2300
 PU2300  STATE/COUNTY-  SD/PENNINGTON
 PU2300  COUNTRY     -  US
 PU2300  USGS QUAD   -  BOX ELDER (2017)
 PU2300
 PU2300                         *CURRENT SURVEY CONTROL
 PU2300  ______________________________________________________________________
 PU2300* NAD 83(1996) POSITION- 44 02 31.93494(N) 103 03 40.34186(W)   ADJUSTED
 PU2300  ______________________________________________________________________
 PU2300  GEOID HEIGHT    -        -16.739 (meters)                     GEOID18
 PU2300  LAPLACE CORR    -         -9.60  (seconds)                    DEFLEC18
 PU2300  HORZ ORDER      -  THIRD
 PU2300
 PU2300.This mark is at Rapid City Airport (RAP)
 PU2300
 PU2300.The horizontal coordinates were established by classical geodetic methods
 PU2300.and adjusted by the National Geodetic Survey in January 1998.
 PU2300
 PU2300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2300.GEOID18 height accuracy estimate available here.
 PU2300
 PU2300.Click photographs - Photos may exist for this station.
 PU2300
 PU2300.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2300
 PU2300. The following values were computed from the NAD 83(1996) position.
 PU2300
 PU2300;                    North         East     Units Scale Factor Converg.
 PU2300;SPC SD S     -   193,433.920   381,416.556   MT  0.99993419   -1 52 54.6
 PU2300;SPC SD S     -   634,624.45  1,251,364.15   sFT  0.99993419   -1 52 54.6
 PU2300;UTM  13      - 4,878,387.751   655,331.890   MT  0.99989676   +1 20 53.1
 PU2300
 PU2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5533178387(NAD 83)
 PU2300
 PU2300                          SUPERSEDED SURVEY CONTROL
 PU2300
 PU2300  NAD 83(1993)-  44 02 31.92661(N)    103 03 40.34470(W) AD(       ) 3
 PU2300  NAD 83(1986)-  44 02 31.92541(N)    103 03 40.34632(W) AD(       ) 3
 PU2300  NAD 27      -  44 02 31.97000(N)    103 03 38.71000(W) AD(       ) 3
 PU2300
 PU2300.Superseded values are not recommended for survey control.
 PU2300
 PU2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2300.See file dsdata.pdf to determine how the superseded data were derived.
 PU2300
 PU2300_MARKER: 53 = ELEVATED TANK
 PU2300
 PU2300  HISTORY     - Date     Condition        Report By
 PU2300  HISTORY     - 1951     FIRST OBSERVED   CGS
 PU2300  HISTORY     - 1953     GOOD             CGS
 PU2300  HISTORY     - 1962     GOOD             CGS
 PU2300  HISTORY     - 1964     GOOD             CGS
 PU2300  HISTORY     - 1966     GOOD             CGS
 PU2300  HISTORY     - 1980     GOOD             NGS
 PU2300
 PU2300                          STATION DESCRIPTION
 PU2300
 PU2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2300'THE TANK IS LOCATED AT THE RAPID CITY MUNICIPAL AIRPORT ABOUT
 PU2300'8 MILES SOUTHEAST OF RAPID CITY.
 PU2300'
 PU2300'IT IS A 4-LEGGED STEEL STRUCTURE, 79 FEET HIGH, PAINTED IN
 PU2300'RED AND WHITE CHECKS AND HAS A CAPACITY OF ABOUT 25,000 GALLONS.
 PU2300'THE BEACON IS LOCATED IN THE CENTER OF THE TOP OF THE TANK,
 PU2300'AND IT IS PAINTED RED.
 PU2300'
 PU2300'THE POINT INTERSECTED WAS THE CENTER OF THE BEACON.
 PU2300
 PU2300                          STATION RECOVERY (1953)
 PU2300
 PU2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 PU2300'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 PU2300
 PU2300                          STATION RECOVERY (1962)
 PU2300
 PU2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 PU2300'THE STATION WAS RECOVERED AS DESCRIBED.
 PU2300
 PU2300                          STATION RECOVERY (1964)
 PU2300
 PU2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 PU2300'THE STATION WAS RECOVERED AS DESCRIBED.
 PU2300
 PU2300                          STATION RECOVERY (1966)
 PU2300
 PU2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PU2300'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PU2300'
 PU2300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI SE
 PU2300'OF RAPID CITY
 PU2300
 PU2300                          STATION RECOVERY (1980)
 PU2300
 PU2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 PU2300'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PU2300'
 PU2300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 PU2300'OF RAPID CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2304 ***********************************************************************
 PU2304  DESIGNATION -  RAPID CITY RADIO KOTA CEN MAST
 PU2304  PID         -  PU2304
 PU2304  STATE/COUNTY-  SD/PENNINGTON
 PU2304  COUNTRY     -  US
 PU2304  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2304
 PU2304                         *CURRENT SURVEY CONTROL
 PU2304  ______________________________________________________________________
 PU2304* NAD 83(1996) POSITION- 44 01 59.57357(N) 103 11 17.14854(W)   ADJUSTED
 PU2304  ______________________________________________________________________
 PU2304  GEOID HEIGHT    -        -16.089 (meters)                     GEOID18
 PU2304  LAPLACE CORR    -        -15.92  (seconds)                    DEFLEC18
 PU2304  HORZ ORDER      -  THIRD
 PU2304
 PU2304.The horizontal coordinates were established by classical geodetic methods
 PU2304.and adjusted by the National Geodetic Survey in January 1998.
 PU2304
 PU2304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2304.GEOID18 height accuracy estimate available here.
 PU2304
 PU2304.Click photographs - Photos may exist for this station.
 PU2304
 PU2304.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2304
 PU2304. The following values were computed from the NAD 83(1996) position.
 PU2304
 PU2304;                    North         East     Units Scale Factor Converg.
 PU2304;SPC SD S     -   192,777.465   371,218.440   MT  0.99993305   -1 58 09.7
 PU2304;SPC SD S     -   632,470.73  1,217,905.83   sFT  0.99993305   -1 58 09.7
 PU2304;UTM  13      - 4,877,157.899   645,187.517   MT  0.99985926   +1 15 34.7
 PU2304
 PU2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4518777157(NAD 83)
 PU2304
 PU2304                          SUPERSEDED SURVEY CONTROL
 PU2304
 PU2304  NAD 83(1993)-  44 01 59.56543(N)    103 11 17.15048(W) AD(       ) 3
 PU2304  NAD 83(1986)-  44 01 59.56487(N)    103 11 17.15289(W) AD(       ) 3
 PU2304  NAD 27      -  44 01 59.61000(N)    103 11 15.48000(W) AD(       ) 3
 PU2304
 PU2304.Superseded values are not recommended for survey control.
 PU2304
 PU2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2304.See file dsdata.pdf to determine how the superseded data were derived.
 PU2304
 PU2304_MARKER: 42 = RADIO/TV MAST
 PU2304
 PU2304  HISTORY     - Date     Condition        Report By
 PU2304  HISTORY     - 1951     FIRST OBSERVED   CGS
 PU2304  HISTORY     - 1953     GOOD             CGS
 PU2304  HISTORY     - 1966     GOOD             CGS
 PU2304
 PU2304                          STATION DESCRIPTION
 PU2304
 PU2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2304'THE MAST IS LOCATED ABOUT 3 MILES SOUTH OF RAPID CITY, ABOUT
 PU2304'0.1 MILE EAST OF STATE HIGHWAY 79, AND ABOUT 100 FEET EAST
 PU2304'OF RADIO STATION KOTA.
 PU2304'
 PU2304'IT IS A 3-LEGGED STEEL STRUCTURE, 300 FEET HIGH, AND PAINTED
 PU2304'RED.
 PU2304'
 PU2304'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
 PU2304
 PU2304                          STATION RECOVERY (1953)
 PU2304
 PU2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 PU2304'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 PU2304
 PU2304                          STATION RECOVERY (1966)
 PU2304
 PU2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PU2304'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PU2304'
 PU2304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI S OF
 PU2304'RAPID CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2310 ***********************************************************************
 PU2310  DESIGNATION -  RAPID CITY RADIO KOTA FM MAST
 PU2310  PID         -  PU2310
 PU2310  STATE/COUNTY-  SD/PENNINGTON
 PU2310  COUNTRY     -  US
 PU2310  USGS QUAD   -  RAPID CITY WEST (2017)
 PU2310
 PU2310                         *CURRENT SURVEY CONTROL
 PU2310  ______________________________________________________________________
 PU2310* NAD 83(1996) POSITION- 44 04 07.70749(N) 103 15 05.01498(W)   ADJUSTED
 PU2310  ______________________________________________________________________
 PU2310  GEOID HEIGHT    -        -15.668 (meters)                     GEOID18
 PU2310  LAPLACE CORR    -        -15.26  (seconds)                    DEFLEC18
 PU2310  HORZ ORDER      -  THIRD
 PU2310
 PU2310.The horizontal coordinates were established by classical geodetic methods
 PU2310.and adjusted by the National Geodetic Survey in January 1998.
 PU2310
 PU2310.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2310.GEOID18 height accuracy estimate available here.
 PU2310
 PU2310.Click photographs - Photos may exist for this station.
 PU2310
 PU2310.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2310
 PU2310. The following values were computed from the NAD 83(1996) position.
 PU2310
 PU2310;                    North         East     Units Scale Factor Converg.
 PU2310;SPC SD S     -   196,905.881   366,286.837   MT  0.99993774   -2 00 46.9
 PU2310;SPC SD S     -   646,015.38  1,201,726.06   sFT  0.99993774   -2 00 46.9
 PU2310;UTM  13      - 4,881,001.633   640,031.629   MT  0.99984117   +1 12 59.0
 PU2310
 PU2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4003181001(NAD 83)
 PU2310
 PU2310                          SUPERSEDED SURVEY CONTROL
 PU2310
 PU2310  NAD 83(1993)-  44 04 07.69893(N)    103 15 05.01803(W) AD(       ) 3
 PU2310  NAD 83(1986)-  44 04 07.69960(N)    103 15 05.01581(W) AD(       ) 3
 PU2310  NAD 27      -  44 04 07.73600(N)    103 15 03.35400(W) AD(       ) 3
 PU2310
 PU2310.Superseded values are not recommended for survey control.
 PU2310
 PU2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2310.See file dsdata.pdf to determine how the superseded data were derived.
 PU2310
 PU2310_MARKER: 42 = RADIO/TV MAST
 PU2310
 PU2310  HISTORY     - Date     Condition        Report By
 PU2310  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2310  HISTORY     - 1953     GOOD             CGS
 PU2310  HISTORY     - 19971225 GOOD             USPSQD
 PU2310
 PU2310                          STATION DESCRIPTION
 PU2310
 PU2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2310'THE STATION IS LOCATED ABOUT 1.5 MILS SOUTHWEST OF THE
 PU2310'APPROXIMATE CENTER OF THE CITY OF RAPID CITY, AND ON THE HIGHEST
 PU2310'POINT OF THE NORTH EDGE OF A PROMINENT NORTH-SOUTH RIDGE.
 PU2310'
 PU2310'IT IS CONSTRUCTED OF STRUCTUAL STEEL AND IS PAINTED IN
 PU2310'ALTERNATE SECTIONS OF RED AND WHITE.  IT IS 350 FEET IN
 PU2310'HEIGHT AND THERE IS A RED FLASHING LIGHT AT THE APEX OF THE
 PU2310'STRUCTURE.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE
 PU2310'STRUCTURE.
 PU2310
 PU2310                          STATION RECOVERY (1953)
 PU2310
 PU2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 PU2310'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 PU2310
 PU2310                          STATION RECOVERY (1997)
 PU2310
 PU2310'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU2310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0763 ***********************************************************************
 OQ0763  DESIGNATION -  RAPIDS
 OQ0763  PID         -  OQ0763
 OQ0763  STATE/COUNTY-  SD/MINNEHAHA
 OQ0763  COUNTRY     -  US
 OQ0763  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0763
 OQ0763                         *CURRENT SURVEY CONTROL
 OQ0763  ______________________________________________________________________
 OQ0763* NAD 83(1996) POSITION- 43 48 29.99818(N) 096 42 24.68109(W)   ADJUSTED
 OQ0763* NAVD 88 ORTHO HEIGHT -   475.    (meters)     1558.    (feet) SCALED
 OQ0763  ______________________________________________________________________
 OQ0763  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 OQ0763  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 OQ0763  HORZ ORDER      -  THIRD
 OQ0763
 OQ0763.The horizontal coordinates were established by classical geodetic methods
 OQ0763.and adjusted by the National Geodetic Survey in January 1998.
 OQ0763
 OQ0763.The orthometric height was scaled from a topographic map.
 OQ0763
 OQ0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0763.GEOID18 height accuracy estimate available here.
 OQ0763
 OQ0763.Click photographs - Photos may exist for this station.
 OQ0763
 OQ0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0763
 OQ0763. The following values were computed from the NAD 83(1996) position.
 OQ0763
 OQ0763;                    North         East     Units Scale Factor Converg.
 OQ0763;SPC SD S     -   170,229.358   891,682.396   MT  0.99991235   +2 30 06.2
 OQ0763;SPC SD S     -   558,494.15  2,925,461.33   sFT  0.99991235   +2 30 06.2
 OQ0763;UTM  14      - 4,853,140.929   684,443.738   MT  1.00001845   +1 35 16.3
 OQ0763
 OQ0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0763!SPC SD S     -   0.99992957  x   0.99991235  =   0.99984193
 OQ0763!UTM  14      -   0.99992957  x   1.00001845  =   0.99994802
 OQ0763
 OQ0763:                Primary Azimuth Mark                     Grid Az
 OQ0763:SPC SD S     -  RAPIDS AZ MK 2                           194 23 30.7
 OQ0763:UTM  14      -  RAPIDS AZ MK 2                           195 18 20.6
 OQ0763
 OQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8444353140(NAD 83)
 OQ0763
 OQ0763|---------------------------------------------------------------------|
 OQ0763| PID    Reference Object                     Distance      Geod. Az  |
 OQ0763|                                                           dddmmss.s |
 OQ0763| CO3546 RAPIDS RM 1                          19.675 METERS 07429     |
 OQ0763| CO3544 RAPIDS AZ MK                                       1961139.7 |
 OQ0763| CO3545 RAPIDS AZ MK 2                                     1965336.9 |
 OQ0763| CO3547 RAPIDS RM 2                          21.333 METERS 22739     |
 OQ0763| OQ0843 WILLOW CREEK LUTH CH SPIRE          APPROX. 8.6 KM 2564404.1 |
 OQ0763| OQ0762 DELL RAPIDS ODD FELLOWS CHIM        APPROX. 2.5 KM 3372410.6 |
 OQ0763| OQ0764 DELL RAPIDS WATER TANK              APPROX. 2.3 KM 3540344.5 |
 OQ0763|---------------------------------------------------------------------|
 OQ0763
 OQ0763                          SUPERSEDED SURVEY CONTROL
 OQ0763
 OQ0763  NAD 83(1986)-  43 48 30.00196(N)    096 42 24.66003(W) AD(       ) 3
 OQ0763  NAD 27      -  43 48 30.09700(N)    096 42 23.48300(W) AD(       ) 3
 OQ0763
 OQ0763.Superseded values are not recommended for survey control.
 OQ0763
 OQ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0763.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0763
 OQ0763_MARKER: DS = TRIANGULATION STATION DISK
 OQ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0763_STAMPING: RAPIDS 1949
 OQ0763_MARK LOGO: CGS
 OQ0763_PROJECTION: FLUSH
 OQ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0763+STABILITY: SURFACE MOTION
 OQ0763
 OQ0763  HISTORY     - Date     Condition        Report By
 OQ0763  HISTORY     - 1949     MONUMENTED       CGS
 OQ0763  HISTORY     - 1970     GOOD             NGS
 OQ0763
 OQ0763                          STATION DESCRIPTION
 OQ0763
 OQ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0763'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF DELL RAPIDS,
 OQ0763'ON EAST SIDE OF U.S. HIGHWAY 77.  IT IS 85 FEET EAST OF THE
 OQ0763'CENTERLINE OF THE HIGHWAY, 52 FEET EAST OF A FENCELINE, 36
 OQ0763'FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD, 35 FEET
 OQ0763'SOUTHEAST OF A 2-FOOT COTTONWOOD TREE AND 19 FEET SOUTHWEST OF A
 OQ0763'WHITE WITNESS POST.  THE MARK IS STAMPED RAPIDS 1949 AND IS SET
 OQ0763'FLUSH WITH THE GROUND.
 OQ0763'
 OQ0763'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF THE CENTERLINE OF A
 OQ0763'ROAD.  THE MARK IS STAMPED RAPIDS NO 1 1949 AND IS SET FLUSH
 OQ0763'WITH THE GROUND.
 OQ0763'
 OQ0763'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE CENTERLINE OF THE
 OQ0763'HIGHWAY AND 14 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK
 OQ0763'IS STAMPED RAPIDS NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0763'
 OQ0763'AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF A ROAD,
 OQ0763'15 FEET EAST OF A TELEPHONE POLE, 3.5 FEET WEST OF A WHITE
 OQ0763'WITNESS POST AND 0.5 MILE NORTH OF A FENCELINE.  THE MARK IS
 OQ0763'STAMPED RAPIDS 1949 AND PROJECTS ABOUT 4 INCHES.
 OQ0763'
 OQ0763'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 OQ0763'AND U.S. HIGHWAY 77 IN THE EAST EDGE OF DELL RAPIDS, GO
 OQ0763'SOUTH ON U.S. HIGHWAY 77 FOR 1.05 MILE TO SMALL GROVE AND
 OQ0763'STATION ON LEFT AS DESCRIBED.
 OQ0763'
 OQ0763'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON
 OQ0763'U.S. HIGHWAY 77 FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 OQ0763'(WEST) FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 OQ0763'
 OQ0763'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OQ0763
 OQ0763                          STATION RECOVERY (1970)
 OQ0763
 OQ0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0763'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 OQ0763'RECOVERED AND APPEARED TO BE IN GOOD CONDITION, A DIFFERENCE
 OQ0763'WAS FOUND IN THE MEASUREMENT TO R.M. 2.  THE AZIMUTH MARK WAS
 OQ0763'NOT FOUND AND IS BELIEVED DESTROYED AS THE ROAD ALONG WHICH
 OQ0763'THE MARK WAS LOCATED WAS CLOSED, AND THE AREA LEVELED OFF FOR USE
 OQ0763'AS AN AIR-STRIP.  A NEW AZIMUTH MARK WAS SET.
 OQ0763'
 OQ0763'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF DELL RAPIDS,
 OQ0763'IN A GROVE NEAR THE TOP OF A HILL, ALONG A PAVED ROAD, AT A
 OQ0763'DRIVEWAY LEADING EAST TO SET OF VACANT FARM BUILDINGS.
 OQ0763'
 OQ0763'THE STATION MARK IS A STANDARD DISK STAMPED RAPIDS 1949, SET IN
 OQ0763'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 85
 OQ0763'FEET EAST OF THE CENTER OF PAVED ROAD, 40 FEET SOUTH OF THE CENTER
 OQ0763'OF DRIVEWAY, 35 FEET SOUTHEAST OF A 30-INCH TREE, 12.5 FEET
 OQ0763'SOUTH OF AN EAST-WEST FENCE, AND 12.5 FEET SOUTH OF A METAL
 OQ0763'WITNESS POST SET ON LINE TO THE DELL RAPIDS WATER TANK.
 OQ0763'
 OQ0763'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RAPIDS NO
 OQ0763'1 1949, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 OQ0763'GROUND.  IT IS 63 FEET EAST OF THE METAL WITNESS POST, 20 FEET
 OQ0763'SOUTH OF CENTER OF DRIVEWAY, 7 FEET NORTH OF FENCE LINE, AND 7
 OQ0763'FEET WEST OF A 16-INCH TREE.
 OQ0763'
 OQ0763'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RAPIDS NO 2 1949,
 OQ0763'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 OQ0763'IT IS 36 FEET EAST OF THE CENTER OF PAVED ROAD, 14 FEET SOUTH
 OQ0763'OF TELEPHONE POLE, 1 FOOT EAST OF FENCE LINE, AND 1 FOOT NORTH
 OQ0763'OF A METAL WITNESS POST.
 OQ0763'
 OQ0763'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RAPIDS 1949 1970,
 OQ0763'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 OQ0763'ON THE WEST SIDE OF AN AIR-STRIP, DIRECTLY OPPOSITE, EAST,
 OQ0763'FROM A GRAVELED TOWNSHIP ROAD LEADING WEST FROM U.S. HIGHWAY
 OQ0763'77, 303 FEET EAST OF HIGHWAY 77, 66 FEET WEST OF CENTER OF
 OQ0763'AIR-STRIP, 4.5 FEET NORTH OF A METAL WITNESS POST, AND 1.0
 OQ0763'FOOT WEST OF A NORTH-SOUTH FENCE LINE, ON PROPERTY OWNED BY
 OQ0763'THE, WEELBORG BROS. INC, A ROAD CONSTRUCTION COMPANY.
 OQ0763'
 OQ0763'TO REACH THE STATION FROM THE POST OFFICE IN DELL RAPIDS,
 OQ0763'GO EAST ON 4TH STREET FOR 0.35 MILE TO THE INTERSECTION WITH
 OQ0763'GARFIELD AVENUE (OLD U.S. HIGHWAY 77) TURN RIGHT, SOUTH, AND
 OQ0763'FOLLOW GARFIELD AVENUE FOR 1.05 MILE TO THE DRIVEWAY AND STATION
 OQ0763'ON THE LEFT AS DESCRIBED.
 OQ0763'
 OQ0763'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 OQ0763'PAVED ROAD FOR 0.3 MILE TO THE TOP OF A SMALL GRADE, AND THE
 OQ0763'MARK ON THE RIGHT ABOUT 300 FEET WEST ACROSS THE AIR-STRIP.
 OQ0763'
 OQ0763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH
 OQ0763'OF DELL RAPIDS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0813 ***********************************************************************
 QS0813  DESIGNATION -  RATTLESNAKE
 QS0813  PID         -  QS0813
 QS0813  STATE/COUNTY-  SD/CORSON
 QS0813  COUNTRY     -  US
 QS0813  USGS QUAD   -  WAKPALA (2017)
 QS0813
 QS0813                         *CURRENT SURVEY CONTROL
 QS0813  ______________________________________________________________________
 QS0813* NAD 83(1996) POSITION- 45 42 22.05736(N) 100 35 31.33617(W)   ADJUSTED
 QS0813* NAVD 88 ORTHO HEIGHT -   693.2   (meters)     2274.    (feet) VERTCON3
 QS0813  ______________________________________________________________________
 QS0813  GEOID HEIGHT    -        -21.458 (meters)                     GEOID18
 QS0813  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 QS0813  HORZ ORDER      -  FIRST
 QS0813
 QS0813.The horizontal coordinates were established by classical geodetic methods
 QS0813.and adjusted by the National Geodetic Survey in January 1998.
 QS0813
 QS0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0813
 QS0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0813.GEOID18 height accuracy estimate available here.
 QS0813
 QS0813.Click photographs - Photos may exist for this station.
 QS0813
 QS0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0813
 QS0813. The following values were computed from the NAD 83(1996) position.
 QS0813
 QS0813;                    North         East     Units Scale Factor Converg.
 QS0813;SPC SD N     -   208,286.063   553,896.817   MT  1.00000448   -0 25 08.4
 QS0813;SPC SD N     -   683,351.86  1,817,243.14   sFT  1.00000448   -0 25 08.4
 QS0813;UTM  14      - 5,062,629.543   376,074.205   MT  0.99978881   -1 08 22.8
 QS0813
 QS0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0813!SPC SD N     -   0.99989470  x   1.00000448  =   0.99989918
 QS0813!UTM  14      -   0.99989470  x   0.99978881  =   0.99968353
 QS0813
 QS0813:                Primary Azimuth Mark                     Grid Az
 QS0813:SPC SD N     -  RATTLESNAKE AZ MK                        243 41 30.4
 QS0813:UTM  14      -  RATTLESNAKE AZ MK                        244 24 44.8
 QS0813
 QS0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7607462629(NAD 83)
 QS0813
 QS0813|---------------------------------------------------------------------|
 QS0813| PID    Reference Object                     Distance      Geod. Az  |
 QS0813|                                                           dddmmss.s |
 QS0813| CO6713 RATTLESNAKE RM 1                     12.350 METERS 05706     |
 QS0813| CO6715 RATTLESNAKE RM 3                      5.032 METERS 09616     |
 QS0813| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX.22.8 KM 1464520.2 |
 QS0813| QS0705 SAKAKAWEA MONUMENT                  APPROX.22.6 KM 1585904.6 |
 QS0813| CO6714 RATTLESNAKE RM 2                      5.469 METERS 21003     |
 QS0813| CO6712 RATTLESNAKE AZ MK                                  2431622.0 |
 QS0813|---------------------------------------------------------------------|
 QS0813
 QS0813                          SUPERSEDED SURVEY CONTROL
 QS0813
 QS0813  NAD 83(1986)-  45 42 22.04820(N)    100 35 31.33271(W) AD(       ) 1
 QS0813  NAD 27      -  45 42 22.05500(N)    100 35 29.83400(W) AD(       ) 1
 QS0813  NGVD 29 (07/19/86)  692.8    (m)         2273.     (f) VERT ANG       
 QS0813
 QS0813.Superseded values are not recommended for survey control.
 QS0813
 QS0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0813.See file dsdata.pdf to determine how the superseded data were derived.
 QS0813
 QS0813_MARKER: DS = TRIANGULATION STATION DISK
 QS0813_SETTING: 66 = SET IN ROCK OUTCROP
 QS0813_STAMPING: RATTLESNAKE 1934
 QS0813_MARK LOGO: CGS
 QS0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0813+STABILITY: POSITION/ELEVATION WELL
 QS0813
 QS0813  HISTORY     - Date     Condition        Report By
 QS0813  HISTORY     - 1934     MONUMENTED       CGS
 QS0813  HISTORY     - 1945     GOOD             CGS
 QS0813  HISTORY     - 1947     GOOD             CGS
 QS0813  HISTORY     - 1952     GOOD             CGS
 QS0813
 QS0813                          STATION DESCRIPTION
 QS0813
 QS0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0813'STATION IS 5 MILES (AIR LINE) NNW OF WAKAPALA, ON TOP OF A
 QS0813'HIGH ROCKY PEAK KNOWN LOCALLY AS RATTLESNAKE MOUNTAIN AND
 QS0813'APPROXIMATELY 3/4 TO 1 MILE E OF U.S. HIGHWAY 12.
 QS0813'
 QS0813'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 QS0813'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 QS0813'
 QS0813'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QS0813'IT IS WSW OF THE STATION, 39 FEET
 QS0813'NE OF U.S. HIGHWAY 12, AND 28 PACES WSW OF A LARGE GRANITE
 QS0813'BOULDER WHICH IS ON THE NE SIDE OF THE HIGHWAY.
 QS0813'
 QS0813'THE STATION MAY BE REACHED FROM MOBRIDGE, INTERSECTION OF MAIN
 QS0813'STREET AND U.S. HIGHWAY 12, AT STANDARD OIL STATION, BY FOLLOWING
 QS0813'U.S. HIGHWAY 12, W, AND NW, FOR 21.0 MILES.  LEAVE U.S. HIGHWAY
 QS0813'12, AND HEAD TOWARD PROMINENT PEAK VISIBLE AS A SHARP POINT
 QS0813'BEARING 37 DEGREES MAGNETIC APPROXIMATELY 1.5 MILES DRIVING
 QS0813'DISTANCE FROM THE HIGHWAY.  LEAVE THE TRUCK AT THE FOOT OF SLOPE
 QS0813'AND PACK UP STEEP, SLIDE-ROCK SLOPE TO HIGHEST POINT AND
 QS0813'STATION.  THIS IS ABOUT A 20-MINUTE PACK.
 QS0813'
 QS0813'A 4-FOOT STAND WILL CLEAR ALL LINES.
 QS0813
 QS0813                          STATION RECOVERY (1945)
 QS0813
 QS0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0813'STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 WITH THE
 QS0813'EXCEPTION OF REFERENCE MARK 2 WHICH WAS FOUND DESTROYED.  A NEW
 QS0813'MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 QS0813'
 QS0813'STATION IS LOCATED ABOUT 5.0 MILES NW OF THE VILLAGE OF WAKPALA,
 QS0813'3.0 MILES E OF U.S. HIGHWAY 12 AND STATE HIGHWAY 8, AND ON THE
 QS0813'SUMMIT OF A HIGH, ROCKY PEAK KNOWN LOCALLY AS RATTLESNAKE
 QS0813'MOUNTAIN.  THE DISK IS STAMPED RATTLESNAKE 1934.
 QS0813'
 QS0813'AZIMUTH MARK IS 0.75 MILE WSW OF THE STATION, 40 FEET NE OF THE
 QS0813'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND DIRECTLY
 QS0813'BENEATH HIGH TENSION WIRES.  THE MARK PROJECTS 4 INCHES AND THE
 QS0813'DISK IS STAMPED RATTLESNAKE AZIMUTH 1934.  IT IS A BRONZE
 QS0813'REFERENCE DISK.
 QS0813'
 QS0813'REFERENCE MARK 1 IS 12.437 METERS (40.80 FEET) NE OF THE
 QS0813'STATION.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 QS0813'OUTCROPPING BEDROCK.  DISK IS STAMPED RATTLESNAKE NO 1 1934.
 QS0813'
 QS0813'REFERENCE MARK 3 IS 5.105 METERS (16.75 FEET) E OF THE
 QS0813'STATION.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QS0813'IN OUTCROPPING BEDROCK.  DISK IS STAMPED RATTLESNAKE NO 3 1945.
 QS0813'
 QS0813'TO REACH THE STATION FROM WAKPALA POST OFFICE, GO W ACROSS
 QS0813'RAILROAD TRACKS FOR 0.1 MILE TO A GRAVELED T-INTERSECTION,
 QS0813'TURN N ON GRAVELED ROAD AND GO 2.3 MILES, THENCE RIGHT ACROSS
 QS0813'PASTURE LAND FOR 1.0 MILE TO THE BASE OF A HIGH PROMINENT
 QS0813'HILL AND THE END OF TRUCK TRAVEL.  HERE BACK PACK IN A N
 QS0813'DIRECTION TO THE SUMMIT OF THE PEAK AND STATION AS DESCRIBED.
 QS0813'
 QS0813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S 1.0 MILE TO
 QS0813'THE GRAVELED ROAD, THENCE TURN RIGHT AND GO 0.15 MILE TO THE
 QS0813'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QS0813'
 QS0813'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 QS0813
 QS0813                          STATION RECOVERY (1947)
 QS0813
 QS0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 QS0813'RECOVERED AS DESCRIBED BY J.C.P. IN 1945, ALL MARKS IN GOOD
 QS0813'CONDITION.  DESCRIPTION ADEQUATE.
 QS0813
 QS0813                          STATION RECOVERY (1952)
 QS0813
 QS0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0813'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 QS0813'CONDITION.  REFERENCE MARK 2, WHICH WAS, IN 1945, BELIEVED
 QS0813'TO HAVE BEEN DESTROYED, WAS FOUND.  HOWEVER, A SLIGHT
 QS0813'DISCREPANCY WAS FOUND BETWEEN THE 1934 AND THE 1952 OBSERVATIONS
 QS0813'OF THE DIRECTION TO THE MARK.  OTHERWISE, THE 1945 DESCRIPTION
 QS0813'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1197 ***********************************************************************
 PT1197  DESIGNATION -  RATTLESNAKE BUTTE
 PT1197  PID         -  PT1197
 PT1197  STATE/COUNTY-  SD/ZIEBACH
 PT1197  COUNTRY     -  US
 PT1197  USGS QUAD   -  RATTLESNAKE BUTTE (2017)
 PT1197
 PT1197                         *CURRENT SURVEY CONTROL
 PT1197  ______________________________________________________________________
 PT1197* NAD 83(1996) POSITION- 44 56 59.76405(N) 101 51 29.48326(W)   ADJUSTED
 PT1197* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 PT1197  ______________________________________________________________________
 PT1197  GEOID HEIGHT    -        -20.021 (meters)                     GEOID18
 PT1197  LAPLACE CORR    -         -6.93  (seconds)                    DEFLEC18
 PT1197  HORZ ORDER      -  THIRD
 PT1197
 PT1197.The horizontal coordinates were established by classical geodetic methods
 PT1197.and adjusted by the National Geodetic Survey in January 1998.
 PT1197
 PT1197.The orthometric height was scaled from a topographic map.
 PT1197
 PT1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1197.GEOID18 height accuracy estimate available here.
 PT1197
 PT1197.Click photographs - Photos may exist for this station.
 PT1197
 PT1197.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1197
 PT1197. The following values were computed from the NAD 83(1996) position.
 PT1197
 PT1197;                    North         East     Units Scale Factor Converg.
 PT1197;SPC SD N     -   125,761.879   453,381.654   MT  0.99994067   -1 18 54.4
 PT1197;SPC SD N     -   412,603.76  1,487,469.64   sFT  0.99994067   -1 18 54.4
 PT1197;UTM  14      - 4,981,363.484   274,534.544   MT  1.00022513   -2 01 12.5
 PT1197
 PT1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1197!SPC SD N     -   0.99988831  x   0.99994067  =   0.99982899
 PT1197!UTM  14      -   0.99988831  x   1.00022513  =   1.00011342
 PT1197
 PT1197:                Primary Azimuth Mark                     Grid Az
 PT1197:SPC SD N     -  RATTLESNAKE BUTTE AZ MK                  296 05 19.8
 PT1197:UTM  14      -  RATTLESNAKE BUTTE AZ MK                  296 47 37.9
 PT1197
 PT1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ7453481363(NAD 83)
 PT1197
 PT1197|---------------------------------------------------------------------|
 PT1197| PID    Reference Object                     Distance      Geod. Az  |
 PT1197|                                                           dddmmss.s |
 PT1197| CQ4740 RATTLESNAKE BUTTE RM 1               14.021 METERS 03957     |
 PT1197| CQ4741 RATTLESNAKE BUTTE RM 2               24.342 METERS 14338     |
 PT1197| CQ4739 RATTLESNAKE BUTTE AZ MK                            2944625.4 |
 PT1197|---------------------------------------------------------------------|
 PT1197
 PT1197                          SUPERSEDED SURVEY CONTROL
 PT1197
 PT1197  NAD 83(1986)-  44 56 59.75574(N)    101 51 29.48301(W) AD(       ) 3
 PT1197  NAD 27      -  44 56 59.81100(N)    101 51 27.91300(W) AD(       ) 3
 PT1197
 PT1197.Superseded values are not recommended for survey control.
 PT1197
 PT1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1197.See file dsdata.pdf to determine how the superseded data were derived.
 PT1197
 PT1197_MARKER: DS = TRIANGULATION STATION DISK
 PT1197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1197_STAMPING: RATTLESNAKE BUTTE 1950
 PT1197_MARK LOGO: CGS
 PT1197_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1197
 PT1197  HISTORY     - Date     Condition        Report By
 PT1197  HISTORY     - 1950     MONUMENTED       CGS
 PT1197
 PT1197                          STATION DESCRIPTION
 PT1197
 PT1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1197'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST AND 5 MILES
 PT1197'SOUTH OF FAITH, AND ON THE SUMMIT OF A PROMINENT BUTTE LOCALLY
 PT1197'KNOWN AS RATTLESNAKE BUTTE.
 PT1197'
 PT1197'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PT1197'AND STATE HIGHWAY 73 IN FAITH, GO EAST ON U.S. HIGHWAY 212 FOR
 PT1197'6 MILES TO A POINT WHERE THE HIGHWAY CURVES TO THE LEFT AND
 PT1197'A DIRT ROAD LEADS STRAIGHT AHEAD ACROSS A RAILROAD TRACK,
 PT1197'CONTINUE STRAIGHT AHEAD AND FOLLOW THE MAIN DIRT ROAD FOR
 PT1197'0.65 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT, SOUTH,
 PT1197'AND FOLLOW ON THE MAIN DIRT ROAD FOR 4.2 MILES TO A SIDE ROAD
 PT1197'ON THE LEFT, TURN LEFT, EAST, AND GO FOR 1 MILE TO A WIRE
 PT1197'GATE, PASS THROUGH GATE, TURN RIGHT, SOUTHEASTERLY, AND
 PT1197'FOLLOW THE MAIN TRACK ROAD FOR 1.05 MILES TO A FORK, BEAR
 PT1197'LEFT, EASTERLY, AND GO FOR 0.25 MILE TO ANOTHER GATE
 PT1197'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 PT1197'SOUTHEASTERLY FOR 0.5 MILE TO THE BASE OF THE BUTTE AND
 PT1197'THE END OF TRUCK TRAVEL.  PACK SOUTHEASTERLY TO THE TOP OF THE
 PT1197'BUTTE AND THE STATION AS DESCRIBED.  A 5 MINUTE PACK.
 PT1197'
 PT1197'THE STATION MARK IS A STANDARD STATION MARK DISK WELDED TO
 PT1197'THE TOP OF A 2-INCH CAST IRON PIPE, PROJECTING 5 INCHES, AND
 PT1197'THE DISK IS STAMPED RATTLESNAKE BUTTE 1950.
 PT1197'
 PT1197'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CEMENT IN A
 PT1197'DRILLED HOLE IN A ROCK LEDGE.  THE MARK IS FLUSH WITH THE
 PT1197'ROCK AND THE DISK IS STAMPED RATTLESNAKE BUTTE NO 1 1950
 PT1197'
 PT1197'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CEMENT IN A
 PT1197'DRILLED HOLE IN A ROCK LEDGE.  THE MARK IS FLUSH WITH THE
 PT1197'ROCK AND THE DISK IS STAMPED RATTLESNAKE BUTTE NO 2 1950
 PT1197'
 PT1197'THE AZIMUTH MARK IS 30 FEET NORTHEAST OF THE APPROXIMATE
 PT1197'CENTERLINE OF A TRACK ROAD, AND 3 FEET SOUTHWEST OF A WITNESS
 PT1197'POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE
 PT1197'TOP OF A 12-INCH CONCRETE CYLINDER, PROJECTING 7 INCHES, AND
 PT1197'THE DISK IS STAMPED RATTLESNAKE BUTTE 1950
 PT1197'
 PT1197'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0839 ***********************************************************************
 PR0839  DESIGNATION -  RAUVILLE
 PR0839  PID         -  PR0839
 PR0839  STATE/COUNTY-  SD/CODINGTON
 PR0839  COUNTRY     -  US
 PR0839  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0839
 PR0839                         *CURRENT SURVEY CONTROL
 PR0839  ______________________________________________________________________
 PR0839* NAD 83(1996) POSITION- 44 59 29.24826(N) 097 08 09.40195(W)   ADJUSTED
 PR0839* NAVD 88 ORTHO HEIGHT -   540.    (meters)     1772.    (feet) SCALED
 PR0839  ______________________________________________________________________
 PR0839  GEOID HEIGHT    -        -25.174 (meters)                     GEOID18
 PR0839  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 PR0839  HORZ ORDER      -  SECOND
 PR0839
 PR0839.The horizontal coordinates were established by classical geodetic methods
 PR0839.and adjusted by the National Geodetic Survey in January 1998.
 PR0839
 PR0839.The orthometric height was scaled from a topographic map.
 PR0839
 PR0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0839.GEOID18 height accuracy estimate available here.
 PR0839
 PR0839.Click photographs - Photos may exist for this station.
 PR0839
 PR0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0839
 PR0839. The following values were computed from the NAD 83(1996) position.
 PR0839
 PR0839;                    North         East     Units Scale Factor Converg.
 PR0839;SPC SD N     -   132,687.883   825,794.488   MT  0.99993965   +2 01 37.2
 PR0839;SPC SD N     -   435,326.83  2,709,294.08   sFT  0.99993965   +2 01 37.2
 PR0839;UTM  14      - 4,983,691.673   646,937.924   MT  0.99986549   +1 19 05.2
 PR0839
 PR0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0839!SPC SD N     -   0.99991924  x   0.99993965  =   0.99985890
 PR0839!UTM  14      -   0.99991924  x   0.99986549  =   0.99978474
 PR0839
 PR0839:                Primary Azimuth Mark                     Grid Az
 PR0839:SPC SD N     -  RAUVILLE AZ MK                           117 50 10.2
 PR0839:UTM  14      -  RAUVILLE AZ MK                           118 32 42.2
 PR0839
 PR0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4693783691(NAD 83)
 PR0839
 PR0839|---------------------------------------------------------------------|
 PR0839| PID    Reference Object                     Distance      Geod. Az  |
 PR0839|                                                           dddmmss.s |
 PR0839| CO6716 RAUVILLE AZ MK                                     1195147.4 |
 PR0839| PR0828 WATERTOWN LARGE MUN STANDPIPE       APPROX. 9.3 KM 1710257.3 |
 PR0839| PR0825 WATERTOWN SMALL MUN STANDPIPE       APPROX. 9.3 KM 1710859.5 |
 PR0839| CO6717 RAUVILLE RM 1                         8.857 METERS 17910     |
 PR0839| CO6718 RAUVILLE RM 2                         9.107 METERS 27326     |
 PR0839|---------------------------------------------------------------------|
 PR0839
 PR0839                          SUPERSEDED SURVEY CONTROL
 PR0839
 PR0839  NAD 83(1986)-  44 59 29.24548(N)    097 08 09.38521(W) AD(       ) 2
 PR0839  NAD 27      -  44 59 29.38130(N)    097 08 08.12525(W) AD(       ) 2
 PR0839
 PR0839.Superseded values are not recommended for survey control.
 PR0839
 PR0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0839.See file dsdata.pdf to determine how the superseded data were derived.
 PR0839
 PR0839_MARKER: DS = TRIANGULATION STATION DISK
 PR0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0839_STAMPING: RAUVILLE 1952
 PR0839_MARK LOGO: CGS
 PR0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0839+STABILITY: SURFACE MOTION
 PR0839
 PR0839  HISTORY     - Date     Condition        Report By
 PR0839  HISTORY     - 1952     MONUMENTED       CGS
 PR0839  HISTORY     - 1957     GOOD             CGS
 PR0839  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PR0839
 PR0839                          STATION DESCRIPTION
 PR0839
 PR0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0839'THE STATION IS ABOUT 8-1/4 MILES NORTH OF WATERTOWN, 2-1/2 MILES
 PR0839'NORTHWEST OF RAUVILLE AND 1 MILE WEST OF U.S. HIGHWAY 81, ON
 PR0839'THE RIGHT OF WAY OF A DIRT ROAD.  IT IS 18 FEET NORTH OF THE
 PR0839'CENTER OF THE DIRT ROAD, 5 FEET SOUTHEAST OF A 4 X 4 INCH WHITE
 PR0839'WITNESS POST AND 3 FEET SOUTH OF A FENCE.
 PR0839'
 PR0839'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 PR0839'81 JUST SOUTH OF RAUVILLE, GO NORTH ON THE HIGHWAY FOR 2.1 MILES
 PR0839'TO A CROSSROADS, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 PR0839'1.0 MILE TO A CROSSROADS, TURN LEFT AND GO SOUTH 1.0 MILE TO A
 PR0839'CROSSROADS, (THE AZIMUTH MARK IS 0.25 MILES SOUTH OF THIS
 PR0839'POINT) TURN RIGHT AND GO WEST 0.45 MILE TO THE STATION ON THE
 PR0839'RIGHT.
 PR0839'
 PR0839'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PR0839'RAUVILLE 1952.
 PR0839'
 PR0839'REFERENCE MARK 1 IS 32 FEET SOUTH OF THE FENCE AND 12 FEET
 PR0839'SOUTH OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND
 PR0839'THE DISK IS STAMPED RAUVILLE NO 1 1952.
 PR0839'
 PR0839'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTER OF THE ROAD AND
 PR0839'1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 PR0839'DISK IS STAMPED RAUVILLE NO 2 1952.
 PR0839'
 PR0839'THE AZIMUTH MARK IS AT THE EAST EDGE OF A CULTIVATED FIELD, 33
 PR0839'FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH OF
 PR0839'A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PR0839'STAMPED RAUVILLE 1952.
 PR0839
 PR0839                          STATION RECOVERY (1957)
 PR0839
 PR0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 PR0839'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PR0839
 PR0839                          STATION RECOVERY (1970)
 PR0839
 PR0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PR0839'THE SURFACE STATION MARK WAS FOUND DESTROYED, THE MONUMENT WITH
 PR0839'THE DISK INTACT WAS FOUND LYING IN THE DITCH.  THE UNDERGROUND
 PR0839'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 PR0839'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW SURFACE STATION
 PR0839'MARK WAS SET OVER THE UNDERGROUND STATION.
 PR0839'
 PR0839'A NEW DESCRIPTION FOLLOWS--
 PR0839'
 PR0839'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF WATERTOWN,
 PR0839'2 MILES NORTHWEST OF RAUVILLE, 1-1/2 MILES WEST OF U.S. HIGHWAY
 PR0839'81, ON THE RIGHT-OF-WAY ALONG THE NORTH SIDE OF A GRADED ROAD
 PR0839'ON A LOW HILL.
 PR0839'
 PR0839'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED RAUVILLE
 PR0839'1952.  THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 PR0839'RAUVILLE 1952 1970, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 PR0839'THE GROUND.  IT IS IN THE ROAD DITCH, 226 FEET EAST OF A FENCE
 PR0839'CORNER ON THE NORTH SIDE OF THE ROAD, 14 FEET NORTH OF THE
 PR0839'CENTER OF THE ROAD, 12 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 PR0839'FENCE AND A METAL WITNESS POST.
 PR0839'
 PR0839'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RAUVILLE NO 1
 PR0839'1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 PR0839'FENCE, AND 1.8 FEET EAST OF A METAL WITNESS POST.
 PR0839'
 PR0839'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RAUVILLE NO 2
 PR0839'1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 PR0839'IS 15 FEET NORTH OF THE CENTER OF THE ROAD, 10 FEET SOUTH OF THE
 PR0839'NORTH FENCE LINE, AND 1.6 FEET EAST OF A WOODEN WITNESS POST.
 PR0839'
 PR0839'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RAUVILLE 1952, SET
 PR0839'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS 57
 PR0839'FEET SOUTH OF A FIELD ENTRANCE, 34 FEET WEST OF THE CENTER OF
 PR0839'THE ROAD, 2 FEET SOUTH OF A POWER POLE, AND 2.3 FEET NORTH OF A
 PR0839'METAL WITNESS POST.
 PR0839'
 PR0839'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 81
 PR0839'AND 212 AT THE SOUTH EDGE OF WATERTOWN, GO NORTH ON HIGHWAY 81
 PR0839'FOR 6.3 MILES TO A SIDE ROAD LEFT, (0.15 MILE AFTER CROSSING
 PR0839'THE RAILROAD TRACKS AT RAUVILLE), TURN LEFT AND GO WEST ON
 PR0839'COUNTY ROAD 8 FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 PR0839'GO NORTH FOR 0.75 MILE TO THE AZIMUTH MARK AS DESCRIBED ON THE
 PR0839'LEFT, CONTINUE NORTH FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN
 PR0839'LEFT AND GO WEST 0.5 MILE TO THE TOP OF THE GRADE AND THE
 PR0839'STATION ON THE RIGHT AS DESCRIBED.
 PR0839'
 PR0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0839'6-1/2 MILES NORTH OF WATERTOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0932 ***********************************************************************
 PR0932  DESIGNATION -  RAYMOND MUNICIPAL TANK
 PR0932  PID         -  PR0932
 PR0932  STATE/COUNTY-  SD/CLARK
 PR0932  COUNTRY     -  US
 PR0932  USGS QUAD   -  RAYMOND (2017)
 PR0932
 PR0932                         *CURRENT SURVEY CONTROL
 PR0932  ______________________________________________________________________
 PR0932* NAD 83(1996) POSITION- 44 54 41.63198(N) 097 56 23.68487(W)   ADJUSTED
 PR0932  ______________________________________________________________________
 PR0932  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 PR0932  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 PR0932  HORZ ORDER      -  THIRD
 PR0932
 PR0932.The horizontal coordinates were established by classical geodetic methods
 PR0932.and adjusted by the National Geodetic Survey in January 1998.
 PR0932
 PR0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0932.GEOID18 height accuracy estimate available here.
 PR0932
 PR0932.Click photographs - Photos may exist for this station.
 PR0932
 PR0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0932
 PR0932. The following values were computed from the NAD 83(1996) position.
 PR0932
 PR0932;                    North         East     Units Scale Factor Converg.
 PR0932;SPC SD N     -   121,884.947   762,654.077   MT  0.99994207   +1 27 28.8
 PR0932;SPC SD N     -   399,884.20  2,502,140.92   sFT  0.99994207   +1 27 28.8
 PR0932;UTM  14      - 4,973,672.978   583,679.563   MT  0.99968610   +0 44 54.5
 PR0932
 PR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8367973672(NAD 83)
 PR0932
 PR0932                          SUPERSEDED SURVEY CONTROL
 PR0932
 PR0932  NAD 83(1986)-  44 54 41.63194(N)    097 56 23.67269(W) AD(       ) 3
 PR0932  NAD 27      -  44 54 41.74600(N)    097 56 22.36900(W) AD(       ) 3
 PR0932
 PR0932.Superseded values are not recommended for survey control.
 PR0932
 PR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0932.See file dsdata.pdf to determine how the superseded data were derived.
 PR0932
 PR0932_MARKER: 53 = ELEVATED TANK
 PR0932
 PR0932  HISTORY     - Date     Condition        Report By
 PR0932  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0932  HISTORY     - 1952     GOOD             CGS
 PR0932
 PR0932                          STATION DESCRIPTION
 PR0932
 PR0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0932'THIS STATION IS THE CENTER OF THE RAYMOND MUNICIPAL WATER
 PR0932'TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL
 PR0932'TOP WITH A BALL AT THE TIP AND A LIGHT ABOVE THE BALL.  IT
 PR0932'IS SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF
 PR0932'THE LEGS.  THE ENTIRE STRUCTURE IS PAINTED BLACK.  IT IS ABOUT
 PR0932'90 FEET HIGH AND IS VERY PROMINENT.  THE TANK WAS ERECTED IN
 PR0932'1922.
 PR0932'
 PR0932'THE TANK IS IN THE NORTHWESTERN PART OF RAYMOND, ABOUT 200
 PR0932'FEET W OF THE MAIN STREET OF TOWN AND ABOUT 100 FEET N OF THE
 PR0932'SECOND STREET N OF THE CHICAGO AND NORTHWESTERN RAILROAD
 PR0932'TRACK.
 PR0932'
 PR0932'THE STATION WAS OBSERVED FROM CLARK, DARLINGTON, RICHLAND,
 PR0932'ANTELOPE, AND DOLAND.
 PR0932
 PR0932                          STATION RECOVERY (1952)
 PR0932
 PR0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0932'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7532 ***********************************************************************
 AI7532  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7532  DESIGNATION -  RCPC 1
 AI7532  PID         -  AI7532
 AI7532  STATE/COUNTY-  SD/PENNINGTON
 AI7532  COUNTRY     -  US
 AI7532  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AI7532
 AI7532                         *CURRENT SURVEY CONTROL
 AI7532  ______________________________________________________________________
 AI7532* NAD 83(2011) POSITION- 43 56 37.20797(N) 103 23 44.19111(W)   ADJUSTED
 AI7532* NAD 83(2011) ELLIP HT-  1407.233 (meters)        (06/27/12)   ADJUSTED
 AI7532* NAD 83(2011) EPOCH   -  2010.00
 AI7532* NAVD 88 ORTHO HEIGHT -  1421.96  (meters)     4665.2   (feet) GPS OBS
 AI7532  ______________________________________________________________________
 AI7532  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7532  GEOID HEIGHT    -        -14.641 (meters)                     GEOID99
 AI7532  GEOID HEIGHT    -        -14.710 (meters)                     GEOID18
 AI7532  NAD 83(2011) X  - -1,065,890.902 (meters)                     COMP
 AI7532  NAD 83(2011) Y  - -4,475,663.287 (meters)                     COMP
 AI7532  NAD 83(2011) Z  -  4,404,563.645 (meters)                     COMP
 AI7532  LAPLACE CORR    -        -17.47  (seconds)                    DEFLEC18
 AI7532
 AI7532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7532  Standards:
 AI7532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7532  -------------------------------------------------------------------
 AI7532  NETWORK    1.32   1.69           0.61   0.44   0.86     -0.13320920
 AI7532  -------------------------------------------------------------------
 AI7532  Click here for local accuracies and other accuracy information.
 AI7532
 AI7532.The horizontal coordinates were established by GPS observations
 AI7532.and adjusted by the National Geodetic Survey in June 2012.
 AI7532
 AI7532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7532.been affixed to the stable North American tectonic plate. See 
 AI7532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7532
 AI7532.The horizontal coordinates are valid at the epoch date displayed above
 AI7532.which is a decimal equivalence of Year/Month/Day.
 AI7532
 AI7532.The orthometric height was determined by GPS observations and a
 AI7532.high-resolution geoid model using precise GPS observation and
 AI7532.processing techniques.
 AI7532
 AI7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7532.GEOID18 height accuracy estimate available here.
 AI7532
 AI7532.Click photographs - Photos may exist for this station.
 AI7532
 AI7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7532
 AI7532.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7532
 AI7532.The ellipsoidal height was determined by GPS observations
 AI7532.and is referenced to NAD 83.
 AI7532
 AI7532. The following values were computed from the NAD 83(2011) position.
 AI7532
 AI7532;                    North         East     Units Scale Factor Converg.
 AI7532;SPC SD S     -   183,427.681   354,228.926   MT  0.99992296   -2 06 45.1
 AI7532;SPC SD S     -   601,795.65  1,162,166.07   sFT  0.99992296   -2 06 45.1
 AI7532;UTM  13      - 4,866,867.426   628,752.938   MT  0.99980389   +1 06 48.7
 AI7532
 AI7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7532!SPC SD S     -   0.99977939  x   0.99992296  =   0.99970236
 AI7532!UTM  13      -   0.99977939  x   0.99980389  =   0.99958332
 AI7532
 AI7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2875266867(NAD 83)
 AI7532
 AI7532                          SUPERSEDED SURVEY CONTROL
 AI7532
 AI7532  NAD 83(2007)-  43 56 37.20783(N)    103 23 44.19224(W) AD(2002.00) 0
 AI7532  ELLIP H (02/10/07) 1407.261  (m)                       GP(2002.00)    
 AI7532  ELLIP H (04/20/04) 1407.253  (m)                       GP(       ) 4 2
 AI7532  NAD 83(1996)-  43 56 37.20708(N)    103 23 44.19231(W) AD(       ) 1
 AI7532  ELLIP H (09/12/00) 1407.310  (m)                       GP(       ) 4 1
 AI7532
 AI7532.Superseded values are not recommended for survey control.
 AI7532
 AI7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7532.See file dsdata.pdf to determine how the superseded data were derived.
 AI7532
 AI7532_MARKER: DD = SURVEY DISK
 AI7532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7532_STAMPING: RCPC-1 LS6014 2000
 AI7532_MARK LOGO: SD2250
 AI7532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7532+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7532
 AI7532  HISTORY     - Date     Condition        Report By
 AI7532  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7532
 AI7532                          STATION DESCRIPTION
 AI7532
 AI7532'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7532'THE STATION IS LOCATED 13 MILES (20.9 KM) SOUTHWEST OF RAPID CITY,
 AI7532'SOUTH DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA
 AI7532'STREET AND MT RUSHMORE ROAD, PROCEED SOUTH ALONG MT RUSHMORE
 AI7532'ROAD/HIGHWAY 16 A DISTANCE OF 16 MILES (25.7 KM) TO ITS INTERSECTION
 AI7532'WITH SILVER MOUNTAIN ROAD.  TURN RIGHT AND PROCEED NORTHEAST BACK
 AI7532'ALONG RIGHT-OF-WAY OF DIVIDED HIGHWAY A DISTANCE OF 0.15 MILE (0.24
 AI7532'KM) TO THE STATION RIGHT.  THE STATION IS A STANDARD RAPID CITY -
 AI7532'PENNINGTON COUNTY ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE
 AI7532'MONUMENT SET 0.2 FEET (6.1 CM) ABOVE THE GROUND AND ABOUT 3.0 FEET
 AI7532'(0.9 M) ABOVE THE LEVEL OF THE HIGHWAY AND STAMPED RCPC-1, LS6014,
 AI7532'2000.  THE STATION IS LOCATED 136 FEET (41.5 M) AZIMUTH 120 DEGREES
 AI7532'FROM A RESIDENTIAL AREA SIGN, 138 FEET (42.1 M) AZIMUTH 245 DEGREES
 AI7532'FROM A 16 INCH PINE IN A ROCK OUTCROP, 157 FEET (47.9 M) AZIMUTH 273
 AI7532'DEGREES FROM A SILVER MOUNTAIN SIGN, 115 FEET (35.1 M) AZIMUTH 345
 AI7532'DEGREES FROM A DRAIN INLET IN THE MEDIAN OF ROUTE 16, 70 FEET (21.3 M)
 AI7532'FROM THE EDGE OF PAVEMENT OF THE SHOULDER OF THE SOUTH BOUND LANES OF
 AI7532'ROUTE 16, AND 145 FEET (44.2 M) FROM THE EDGE OF PAVEMENT OF FOREST
 AI7532'ROUTE 354 SILVER MOUNTAIN ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7541 ***********************************************************************
 AI7541  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7541  DESIGNATION -  RCPC 10
 AI7541  PID         -  AI7541
 AI7541  STATE/COUNTY-  SD/PENNINGTON
 AI7541  COUNTRY     -  US
 AI7541  USGS QUAD   -  RAPID CITY NW (2017)
 AI7541
 AI7541                         *CURRENT SURVEY CONTROL
 AI7541  ______________________________________________________________________
 AI7541* NAD 83(2011) POSITION- 44 08 23.30447(N) 103 13 46.60151(W)   ADJUSTED
 AI7541* NAD 83(2011) ELLIP HT-  1009.895 (meters)        (06/27/12)   ADJUSTED
 AI7541* NAD 83(2011) EPOCH   -  2010.00
 AI7541* NAVD 88 ORTHO HEIGHT -  1025.77  (meters)     3365.4   (feet) GPS OBS
 AI7541  ______________________________________________________________________
 AI7541  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7541  GEOID HEIGHT    -        -15.794 (meters)                     GEOID99
 AI7541  GEOID HEIGHT    -        -15.870 (meters)                     GEOID18
 AI7541  NAD 83(2011) X  - -1,049,386.312 (meters)                     COMP
 AI7541  NAD 83(2011) Y  - -4,463,703.401 (meters)                     COMP
 AI7541  NAD 83(2011) Z  -  4,419,956.277 (meters)                     COMP
 AI7541  LAPLACE CORR    -        -14.91  (seconds)                    DEFLEC18
 AI7541
 AI7541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7541  Standards:
 AI7541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7541  -------------------------------------------------------------------
 AI7541  NETWORK    1.20   1.35           0.55   0.41   0.69     -0.15712790
 AI7541  -------------------------------------------------------------------
 AI7541  Click here for local accuracies and other accuracy information.
 AI7541
 AI7541.The horizontal coordinates were established by GPS observations
 AI7541.and adjusted by the National Geodetic Survey in June 2012.
 AI7541
 AI7541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7541.been affixed to the stable North American tectonic plate. See 
 AI7541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7541
 AI7541.The horizontal coordinates are valid at the epoch date displayed above
 AI7541.which is a decimal equivalence of Year/Month/Day.
 AI7541
 AI7541.The orthometric height was determined by GPS observations and a
 AI7541.high-resolution geoid model using precise GPS observation and
 AI7541.processing techniques.
 AI7541
 AI7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7541.GEOID18 height accuracy estimate available here.
 AI7541
 AI7541.Click photographs - Photos may exist for this station.
 AI7541
 AI7541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7541
 AI7541.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7541
 AI7541.The ellipsoidal height was determined by GPS observations
 AI7541.and is referenced to NAD 83.
 AI7541
 AI7541. The following values were computed from the NAD 83(2011) position.
 AI7541
 AI7541;                    North         East     Units Scale Factor Converg.
 AI7541;SPC SD S     -   204,728.592   368,305.685   MT  0.99994825   -1 59 52.8
 AI7541;SPC SD S     -   671,680.39  1,208,349.57   sFT  0.99994825   -1 59 52.8
 AI7541;UTM  13      - 4,888,924.889   641,606.311   MT  0.99984662   +1 13 59.2
 AI7541
 AI7541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7541!SPC SD S     -   0.99984167  x   0.99994825  =   0.99978993
 AI7541!UTM  13      -   0.99984167  x   0.99984662  =   0.99968832
 AI7541
 AI7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4160688924(NAD 83)
 AI7541
 AI7541                          SUPERSEDED SURVEY CONTROL
 AI7541
 AI7541  NAD 83(2007)-  44 08 23.30434(N)    103 13 46.60263(W) AD(2002.00) 0
 AI7541  ELLIP H (02/10/07) 1009.923  (m)                       GP(2002.00)    
 AI7541  ELLIP H (04/20/04) 1009.907  (m)                       GP(       ) 4 2
 AI7541  NAD 83(1996)-  44 08 23.30369(N)    103 13 46.60269(W) AD(       ) 1
 AI7541  ELLIP H (09/12/00) 1009.968  (m)                       GP(       ) 4 1
 AI7541
 AI7541.Superseded values are not recommended for survey control.
 AI7541
 AI7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7541.See file dsdata.pdf to determine how the superseded data were derived.
 AI7541
 AI7541_MARKER: DD = SURVEY DISK
 AI7541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7541_STAMPING: RCPC-10 LS6014 2000
 AI7541_MARK LOGO: SD2250
 AI7541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7541+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7541
 AI7541  HISTORY     - Date     Condition        Report By
 AI7541  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7541
 AI7541                          STATION DESCRIPTION
 AI7541
 AI7541'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7541'THE STATION IS LOCATED 4 MILES (6.4 KM) NORTH OF RAPID CITY, SOUTH
 AI7541'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7541'AND MT RUSHMORE ROAD, PROCEED EAST ALONG OMAHA STREET A DISTANCE OF
 AI7541'0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH HAINES AVENUE.  TURN LEFT
 AI7541'AND PROCEED NORTH ALONG HAINES AVENUE A DISTANCE OF 4.1 MILES (6.6 KM)
 AI7541'TO THE STATION ON THE LEFT APPROXIMATELY 300 FEET (91.4 M) SOUTH OF
 AI7541'THE MEADE/PENNINGTON COUNTY LINE.  THE STATION IS A STANDARD RAPID
 AI7541'CITY - PENNINGTON COUNTY ALUMINUM DISK SET IN A POURED IN PLACE
 AI7541'CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE AND STAMPED
 AI7541'RCPC-10, LS6014, 2000.  THE STATION IS LOCATED 75 FEET (22.9 M)
 AI7541'AZIMUTH 270 DEGREES FROM THE CENTERLINE OF HAINES AVENUE, 60 FEET
 AI7541'(18.3 M) AZIMUTH 265 DEGREES FROM A CULVERT THROUGH HAINES AVENUE, 135
 AI7541'FEET (41.1 M) AZIMUTH 320 DEGREES FROM THE DRIVEWAY TO A CHURCH, 200
 AI7541'FEET (61.0 M) AZIMUTH 190 DEGREES FROM TWO PINE TREES, AND 125 FEET
 AI7541'(38.1 M) AZIMUTH 15 DEGREES FROM A POWER POLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7542 ***********************************************************************
 AI7542  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7542  DESIGNATION -  RCPC 11
 AI7542  PID         -  AI7542
 AI7542  STATE/COUNTY-  SD/PENNINGTON
 AI7542  COUNTRY     -  US
 AI7542  USGS QUAD   -  HERMOSA NW (2017)
 AI7542
 AI7542                         *CURRENT SURVEY CONTROL
 AI7542  ______________________________________________________________________
 AI7542* NAD 83(2011) POSITION- 43 57 20.21779(N) 103 11 09.94949(W)   ADJUSTED
 AI7542* NAD 83(2011) ELLIP HT-  1006.035 (meters)        (06/27/12)   ADJUSTED
 AI7542* NAD 83(2011) EPOCH   -  2010.00
 AI7542* NAVD 88 ORTHO HEIGHT -  1022.11  (meters)     3353.4   (feet) GPS OBS
 AI7542  ______________________________________________________________________
 AI7542  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7542  GEOID HEIGHT    -        -15.980 (meters)                     GEOID99
 AI7542  GEOID HEIGHT    -        -16.084 (meters)                     GEOID18
 AI7542  NAD 83(2011) X  - -1,049,241.714 (meters)                     COMP
 AI7542  NAD 83(2011) Y  - -4,478,352.561 (meters)                     COMP
 AI7542  NAD 83(2011) Z  -  4,405,241.093 (meters)                     COMP
 AI7542  LAPLACE CORR    -        -14.26  (seconds)                    DEFLEC18
 AI7542
 AI7542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7542  Standards:
 AI7542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7542  -------------------------------------------------------------------
 AI7542  NETWORK    1.83   1.69           0.83   0.64   0.86     -0.00231481
 AI7542  -------------------------------------------------------------------
 AI7542  Click here for local accuracies and other accuracy information.
 AI7542
 AI7542.The horizontal coordinates were established by GPS observations
 AI7542.and adjusted by the National Geodetic Survey in June 2012.
 AI7542
 AI7542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7542.been affixed to the stable North American tectonic plate. See 
 AI7542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7542
 AI7542.The horizontal coordinates are valid at the epoch date displayed above
 AI7542.which is a decimal equivalence of Year/Month/Day.
 AI7542
 AI7542.The orthometric height was determined by GPS observations and a
 AI7542.high-resolution geoid model using precise GPS observation and
 AI7542.processing techniques.
 AI7542
 AI7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7542.GEOID18 height accuracy estimate available here.
 AI7542
 AI7542.Click photographs - Photos may exist for this station.
 AI7542
 AI7542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7542
 AI7542.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7542
 AI7542.The ellipsoidal height was determined by GPS observations
 AI7542.and is referenced to NAD 83.
 AI7542
 AI7542. The following values were computed from the NAD 83(2011) position.
 AI7542
 AI7542;                    North         East     Units Scale Factor Converg.
 AI7542;SPC SD S     -   184,155.489   371,082.563   MT  0.99992416   -1 58 04.7
 AI7542;SPC SD S     -   604,183.47  1,217,460.04   sFT  0.99992416   -1 58 04.7
 AI7542;UTM  13      - 4,868,542.543   645,537.348   MT  0.99986052   +1 15 33.3
 AI7542
 AI7542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7542!SPC SD S     -   0.99984227  x   0.99992416  =   0.99976644
 AI7542!UTM  13      -   0.99984227  x   0.99986052  =   0.99970281
 AI7542
 AI7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4553768542(NAD 83)
 AI7542
 AI7542                          SUPERSEDED SURVEY CONTROL
 AI7542
 AI7542  NAD 83(2007)-  43 57 20.21766(N)    103 11 09.95060(W) AD(2002.00) 0
 AI7542  ELLIP H (02/10/07) 1006.063  (m)                       GP(2002.00)    
 AI7542  ELLIP H (04/20/04) 1006.051  (m)                       GP(       ) 4 2
 AI7542  NAD 83(1996)-  43 57 20.21701(N)    103 11 09.95063(W) AD(       ) 1
 AI7542  ELLIP H (09/12/00) 1006.109  (m)                       GP(       ) 4 1
 AI7542
 AI7542.Superseded values are not recommended for survey control.
 AI7542
 AI7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7542.See file dsdata.pdf to determine how the superseded data were derived.
 AI7542
 AI7542_MARKER: DD = SURVEY DISK
 AI7542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7542_STAMPING: RCPC-11 LS6014 2000
 AI7542_MARK LOGO: SD2250
 AI7542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7542+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7542
 AI7542  HISTORY     - Date     Condition        Report By
 AI7542  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7542
 AI7542                          STATION DESCRIPTION
 AI7542
 AI7542'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7542'THE STATION IS LOCATED 8 MILES (12.9 KM) SOUTH OF RAPID CITY, SOUTH
 AI7542'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7542'AND MT RUSHMORE ROAD, PROCEED EAST ALONG OMAHA STREET A DISTANCE OF
 AI7542'2.0 MILES (3.2 KM) TO ITS INTERSECTION WITH CAMBELL STREET/HIGHWAY 79.
 AI7542'TURN RIGHT AND PROCEED SOUTH ALONG CAMBELL STREET/HIGHWAY 79 A
 AI7542'DISTANCE OF 9.0 MILES (14.5 KM) TO ITS INTERSECTION WITH SPRING CREEK
 AI7542'ROAD AND THE STATION 0.1 MILE (0.2 KM) SOUTH OF THE PRESENT
 AI7542'INTERSECTION WHERE OLD SPRING CREEK ROAD RAN EAST.  THE STATION IS A
 AI7542'STANDARD RAPID CITY - PENNINGTON COUNTY ALUMINUM DISK SET IN A POURED
 AI7542'IN PLACE CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE AND
 AI7542'STAMPED RCPC-11, LS6014, 2000.  THE STATION IS LOCATED 7 FEET (2.1 M)
 AI7542'AZIMUTH 270 DEGREES FROM A FENCE LINE, 16 FEET (4.9 M) AZIMUTH 250
 AI7542'DEGREES FROM A GATE CORNER POST, AND 92 FEET (28.0 M) AZIMUTH 90
 AI7542'DEGREES FROM THE CENTERLINE OF HIGHWAY 79 WHICH IS A FOUR LANE
 AI7542'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7543 ***********************************************************************
 AI7543  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7543  DESIGNATION -  RCPC 12
 AI7543  PID         -  AI7543
 AI7543  STATE/COUNTY-  SD/PENNINGTON
 AI7543  COUNTRY     -  US
 AI7543  USGS QUAD   -  RAPID CITY EAST (2017)
 AI7543
 AI7543                         *CURRENT SURVEY CONTROL
 AI7543  ______________________________________________________________________
 AI7543* NAD 83(2011) POSITION- 44 01 38.14017(N) 103 10 27.84262(W)   ADJUSTED
 AI7543* NAD 83(2011) ELLIP HT-   987.260 (meters)        (06/27/12)   ADJUSTED
 AI7543* NAD 83(2011) EPOCH   -  2010.00
 AI7543* NAVD 88 ORTHO HEIGHT -  1003.44  (meters)     3292.1   (feet) GPS OBS
 AI7543  ______________________________________________________________________
 AI7543  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7543  GEOID HEIGHT    -        -16.073 (meters)                     GEOID99
 AI7543  GEOID HEIGHT    -        -16.175 (meters)                     GEOID18
 AI7543  NAD 83(2011) X  - -1,047,064.044 (meters)                     COMP
 AI7543  NAD 83(2011) Y  - -4,473,169.119 (meters)                     COMP
 AI7543  NAD 83(2011) Z  -  4,410,956.178 (meters)                     COMP
 AI7543  LAPLACE CORR    -        -15.59  (seconds)                    DEFLEC18
 AI7543
 AI7543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7543  Standards:
 AI7543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7543  -------------------------------------------------------------------
 AI7543  NETWORK    1.39   1.51           0.63   0.49   0.77     -0.03135587
 AI7543  -------------------------------------------------------------------
 AI7543  Click here for local accuracies and other accuracy information.
 AI7543
 AI7543.The horizontal coordinates were established by GPS observations
 AI7543.and adjusted by the National Geodetic Survey in June 2012.
 AI7543
 AI7543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7543.been affixed to the stable North American tectonic plate. See 
 AI7543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7543
 AI7543.The horizontal coordinates are valid at the epoch date displayed above
 AI7543.which is a decimal equivalence of Year/Month/Day.
 AI7543
 AI7543.The orthometric height was determined by GPS observations and a
 AI7543.high-resolution geoid model using precise GPS observation and
 AI7543.processing techniques.
 AI7543
 AI7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7543.GEOID18 height accuracy estimate available here.
 AI7543
 AI7543.Click photographs - Photos may exist for this station.
 AI7543
 AI7543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7543
 AI7543.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7543
 AI7543.The ellipsoidal height was determined by GPS observations
 AI7543.and is referenced to NAD 83.
 AI7543
 AI7543. The following values were computed from the NAD 83(2011) position.
 AI7543
 AI7543;                    North         East     Units Scale Factor Converg.
 AI7543;SPC SD S     -   192,078.725   372,292.996   MT  0.99993230   -1 57 35.7
 AI7543;SPC SD S     -   630,178.28  1,221,431.27   sFT  0.99993230   -1 57 35.7
 AI7543;UTM  13      - 4,876,520.839   646,299.645   MT  0.99986325   +1 16 08.5
 AI7543
 AI7543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7543!SPC SD S     -   0.99984522  x   0.99993230  =   0.99977753
 AI7543!UTM  13      -   0.99984522  x   0.99986325  =   0.99970849
 AI7543
 AI7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4629976520(NAD 83)
 AI7543
 AI7543                          SUPERSEDED SURVEY CONTROL
 AI7543
 AI7543  NAD 83(2007)-  44 01 38.14004(N)    103 10 27.84373(W) AD(2002.00) 0
 AI7543  ELLIP H (02/10/07)  987.288  (m)                       GP(2002.00)    
 AI7543  ELLIP H (04/20/04)  987.274  (m)                       GP(       ) 4 2
 AI7543  NAD 83(1996)-  44 01 38.13943(N)    103 10 27.84373(W) AD(       ) 1
 AI7543  ELLIP H (09/12/00)  987.331  (m)                       GP(       ) 4 1
 AI7543
 AI7543.Superseded values are not recommended for survey control.
 AI7543
 AI7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7543.See file dsdata.pdf to determine how the superseded data were derived.
 AI7543
 AI7543_MARKER: DD = SURVEY DISK
 AI7543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7543_STAMPING: RCPC-12 LS6014 2000
 AI7543_MARK LOGO: SD2250
 AI7543_PROJECTION: FLUSH
 AI7543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7543+STABILITY: SURFACE MOTION
 AI7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7543+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2021
 AI7543
 AI7543  HISTORY     - Date     Condition        Report By
 AI7543  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7543  HISTORY     - 20070418 GOOD             INDIV
 AI7543  HISTORY     - 20210410 GOOD             NPS
 AI7543
 AI7543                          STATION DESCRIPTION
 AI7543
 AI7543'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7543'THE STATION IS LOCATED 4 MILES (6.4 KM) SOUTHEAST OF RAPID CITY, SOUTH
 AI7543'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7543'AND MT RUSHMORE ROAD, PROCEED EAST ALONG OMAHA STREET A DISTANCE OF
 AI7543'2.0 MILES (3.2 KM) TO ITS INTERSECTION WITH CAMBELL STREET/HIGHWAY 79.
 AI7543'TURN RIGHT AND PROCEED SOUTH ALONG CAMBELL STREET/HIGHWAY 79 A
 AI7543'DISTANCE OF 3.0 MILES (4.8 KM) TO ITS INTERSECTION WITH OLD FOLSOM
 AI7543'ROAD/HIGHWAY 16 TRUCK BYPASS.  TURN LEFT AND PROCEED SOUTHEAST ALONG
 AI7543'OLD FOLSOM ROAD 1.25 MILES (2.01 KM) TO THE STATION ON THE LEFT
 AI7543'BETWEEN OLD FOLSOM ROAD AND THE RAILROAD TRACKS.  THE STATION IS A
 AI7543'STANDARD RAPID CITY - PENNINGTON COUNTY ALUMINUM DISK SET IN A POURED
 AI7543'IN PLACE CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE AND
 AI7543'STAMPED RCPC-12, LS6014, 2000.  THE STATION IS LOCATED 5 FEET (1.5 M)
 AI7543'AZIMUTH 90 DEGREES FROM A FOUR FOOT SAWED OFF TELEPHONE POLE, 40 FEET
 AI7543'(12.2 M) AZIMUTH 180 DEGREES FROM RAIL ROAD TRACKS, 30 FEET (9.1 M)
 AI7543'AZIMUTH 0 DEGREES FROM OLD FOLSOM COUNTY ROAD, AND APPROXIMATELY 300
 AI7543'FEET (91.4 M) NORTHWEST FROM A 12 FOOT (3.7 M) TELEPHONE POLE.
 AI7543
 AI7543                          STATION RECOVERY (2007)
 AI7543
 AI7543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JCC)
 AI7543'RECOVERED AS DESCRIBED
 AI7543
 AI7543                          STATION RECOVERY (2021)
 AI7543
 AI7543'RECOVERY NOTE BY NATIONAL PARK SERVICE 2021 (JSM)
 AI7543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7544 ***********************************************************************
 AI7544  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7544  DESIGNATION -  RCPC 13
 AI7544  PID         -  AI7544
 AI7544  STATE/COUNTY-  SD/PENNINGTON
 AI7544  COUNTRY     -  US
 AI7544  USGS QUAD   -  RAPID CITY EAST (2017)
 AI7544
 AI7544                         *CURRENT SURVEY CONTROL
 AI7544  ______________________________________________________________________
 AI7544* NAD 83(2011) POSITION- 44 04 02.36615(N) 103 08 09.85448(W)   ADJUSTED
 AI7544* NAD 83(2011) ELLIP HT-   955.343 (meters)        (06/27/12)   ADJUSTED
 AI7544* NAD 83(2011) EPOCH   -  2010.00
 AI7544* NAVD 88 ORTHO HEIGHT -   971.73  (meters)     3188.1   (feet) GPS OBS
 AI7544  ______________________________________________________________________
 AI7544  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7544  GEOID HEIGHT    -        -16.285 (meters)                     GEOID99
 AI7544  GEOID HEIGHT    -        -16.385 (meters)                     GEOID18
 AI7544  NAD 83(2011) X  - -1,043,362.641 (meters)                     COMP
 AI7544  NAD 83(2011) Y  - -4,470,831.858 (meters)                     COMP
 AI7544  NAD 83(2011) Z  -  4,414,134.065 (meters)                     COMP
 AI7544  LAPLACE CORR    -        -12.63  (seconds)                    DEFLEC18
 AI7544
 AI7544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7544  Standards:
 AI7544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7544  -------------------------------------------------------------------
 AI7544  NETWORK    1.16   1.43           0.53   0.40   0.73     -0.00381496
 AI7544  -------------------------------------------------------------------
 AI7544  Click here for local accuracies and other accuracy information.
 AI7544
 AI7544.The horizontal coordinates were established by GPS observations
 AI7544.and adjusted by the National Geodetic Survey in June 2012.
 AI7544
 AI7544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7544.been affixed to the stable North American tectonic plate. See 
 AI7544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7544
 AI7544.The horizontal coordinates are valid at the epoch date displayed above
 AI7544.which is a decimal equivalence of Year/Month/Day.
 AI7544
 AI7544.The orthometric height was determined by GPS observations and a
 AI7544.high-resolution geoid model using precise GPS observation and
 AI7544.processing techniques.
 AI7544
 AI7544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7544.GEOID18 height accuracy estimate available here.
 AI7544
 AI7544.Click photographs - Photos may exist for this station.
 AI7544
 AI7544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7544
 AI7544.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7544
 AI7544.The ellipsoidal height was determined by GPS observations
 AI7544.and is referenced to NAD 83.
 AI7544
 AI7544. The following values were computed from the NAD 83(2011) position.
 AI7544
 AI7544;                    North         East     Units Scale Factor Converg.
 AI7544;SPC SD S     -   196,423.024   375,514.093   MT  0.99993753   -1 56 00.5
 AI7544;SPC SD S     -   644,431.20  1,231,999.15   sFT  0.99993753   -1 56 00.5
 AI7544;UTM  13      - 4,881,039.402   649,270.691   MT  0.99987405   +1 17 47.8
 AI7544
 AI7544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7544!SPC SD S     -   0.99985022  x   0.99993753  =   0.99978776
 AI7544!UTM  13      -   0.99985022  x   0.99987405  =   0.99972429
 AI7544
 AI7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4927081039(NAD 83)
 AI7544
 AI7544                          SUPERSEDED SURVEY CONTROL
 AI7544
 AI7544  NAD 83(2007)-  44 04 02.36603(N)    103 08 09.85560(W) AD(2002.00) 0
 AI7544  ELLIP H (02/10/07)  955.371  (m)                       GP(2002.00)    
 AI7544  ELLIP H (04/20/04)  955.350  (m)                       GP(       ) 4 2
 AI7544  NAD 83(1996)-  44 04 02.36542(N)    103 08 09.85563(W) AD(       ) 1
 AI7544  ELLIP H (09/12/00)  955.408  (m)                       GP(       ) 4 1
 AI7544
 AI7544.Superseded values are not recommended for survey control.
 AI7544
 AI7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7544.See file dsdata.pdf to determine how the superseded data were derived.
 AI7544
 AI7544_MARKER: DD = SURVEY DISK
 AI7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7544_STAMPING: RCPC-13 LS6014 2000
 AI7544_MARK LOGO: SD2250
 AI7544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7544+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7544
 AI7544  HISTORY     - Date     Condition        Report By
 AI7544  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7544
 AI7544                          STATION DESCRIPTION
 AI7544
 AI7544'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7544'THE STATION IS LOCATED 4 MILES (6.4 KM) EAST OF RAPID CITY, SOUTH
 AI7544'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7544'AND MT RUSHMORE ROAD, PROCEED EAST ALONG OMAHA STREET/HIGHWAY 44 A
 AI7544'DISTANCE OF 4.0 MILES (6.4 KM) TO ITS INTERSECTION WITH TWILIGHT
 AI7544'DRIVE.  TURN LEFT AND PROCEED NORTHEAST ALONG TWILIGHT DRIVE A
 AI7544'DISTANCE OF 1.3 MILES (2.1 KM) TO ITS INTERSECTION WITH PENNINGTON
 AI7544'STREET AND THE STATION ON THE RIGHT EAST OF TWIN BOX CULVERTS.  THE
 AI7544'STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY ALUMINUM DISK SET
 AI7544'IN A POURED IN PLACE CONCRETE MONUMENT SET 0.08 FEET (2.44 CM) ABOVE
 AI7544'THE GROUND SURFACE AND STAMPED RCPC-13, LS6014, 2000.  THE STATION IS
 AI7544'LOCATED 1.3 FEET (0.4 M) AZIMUTH 0 DEGREES FROM A BARBED WIRE FENCE,
 AI7544'1.5 FEET (0.5 M) AZIMUTH 180 DEGREES FROM THE EDGE OF SIDEWALK, 42
 AI7544'FEET (12.8 M) AZIMUTH 100 DEGREES FROM A THE FENCE CORNER, AND 18 FEET
 AI7544'(5.5 M) AZIMUTH 125 DEGREES FROM THE SOUTHEAST CORNER OF A STORM
 AI7544'INLET, AND 15 FEET (4.6 M) SOUTH FROM THE EDGE OF PAVEMENT OF TWILIGHT
 AI7544'DRIVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7545 ***********************************************************************
 AI7545  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7545  DESIGNATION -  RCPC 14
 AI7545  PID         -  AI7545
 AI7545  STATE/COUNTY-  SD/PENNINGTON
 AI7545  COUNTRY     -  US
 AI7545  USGS QUAD   -  RAPID CITY NW (2017)
 AI7545
 AI7545                         *CURRENT SURVEY CONTROL
 AI7545  ______________________________________________________________________
 AI7545* NAD 83(2011) POSITION- 44 08 24.37095(N) 103 09 03.76973(W)   ADJUSTED
 AI7545* NAD 83(2011) ELLIP HT-   945.838 (meters)        (06/27/12)   ADJUSTED
 AI7545* NAD 83(2011) EPOCH   -  2010.00
 AI7545* NAVD 88 ORTHO HEIGHT -   962.15  (meters)     3156.7   (feet) GPS OBS
 AI7545  ______________________________________________________________________
 AI7545  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7545  GEOID HEIGHT    -        -16.217 (meters)                     GEOID99
 AI7545  GEOID HEIGHT    -        -16.305 (meters)                     GEOID18
 AI7545  NAD 83(2011) X  - -1,043,248.990 (meters)                     COMP
 AI7545  NAD 83(2011) Y  - -4,465,071.040 (meters)                     COMP
 AI7545  NAD 83(2011) Z  -  4,419,935.293 (meters)                     COMP
 AI7545  LAPLACE CORR    -        -12.15  (seconds)                    DEFLEC18
 AI7545
 AI7545  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7545  Standards:
 AI7545         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7545            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7545  -------------------------------------------------------------------
 AI7545  NETWORK    2.05   1.82           0.90   0.77   0.93      0.08788263
 AI7545  -------------------------------------------------------------------
 AI7545  Click here for local accuracies and other accuracy information.
 AI7545
 AI7545.The horizontal coordinates were established by GPS observations
 AI7545.and adjusted by the National Geodetic Survey in June 2012.
 AI7545
 AI7545.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7545.been affixed to the stable North American tectonic plate. See 
 AI7545.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7545
 AI7545.The horizontal coordinates are valid at the epoch date displayed above
 AI7545.which is a decimal equivalence of Year/Month/Day.
 AI7545
 AI7545.The orthometric height was determined by GPS observations and a
 AI7545.high-resolution geoid model using precise GPS observation and
 AI7545.processing techniques.
 AI7545
 AI7545.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7545.GEOID18 height accuracy estimate available here.
 AI7545
 AI7545.Click photographs - Photos may exist for this station.
 AI7545
 AI7545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7545
 AI7545.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7545
 AI7545.The ellipsoidal height was determined by GPS observations
 AI7545.and is referenced to NAD 83.
 AI7545
 AI7545. The following values were computed from the NAD 83(2011) position.
 AI7545
 AI7545;                    North         East     Units Scale Factor Converg.
 AI7545;SPC SD S     -   204,545.293   374,589.291   MT  0.99994830   -1 56 37.7
 AI7545;SPC SD S     -   671,079.02  1,228,965.03   sFT  0.99994830   -1 56 37.7
 AI7545;UTM  13      - 4,889,096.065   647,889.690   MT  0.99986899   +1 17 16.3
 AI7545
 AI7545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7545!SPC SD S     -   0.99985171  x   0.99994830  =   0.99980002
 AI7545!UTM  13      -   0.99985171  x   0.99986899  =   0.99972072
 AI7545
 AI7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4788989096(NAD 83)
 AI7545
 AI7545                          SUPERSEDED SURVEY CONTROL
 AI7545
 AI7545  NAD 83(2007)-  44 08 24.37083(N)    103 09 03.77085(W) AD(2002.00) 0
 AI7545  ELLIP H (02/10/07)  945.867  (m)                       GP(2002.00)    
 AI7545  ELLIP H (04/20/04)  945.842  (m)                       GP(       ) 4 2
 AI7545  NAD 83(1996)-  44 08 24.37024(N)    103 09 03.77091(W) AD(       ) 1
 AI7545  ELLIP H (09/12/00)  945.901  (m)                       GP(       ) 4 1
 AI7545
 AI7545.Superseded values are not recommended for survey control.
 AI7545
 AI7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7545.See file dsdata.pdf to determine how the superseded data were derived.
 AI7545
 AI7545_MARKER: DD = SURVEY DISK
 AI7545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7545_STAMPING: RCPC-14 LS6014 2000
 AI7545_MARK LOGO: SD2250
 AI7545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7545+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7545
 AI7545  HISTORY     - Date     Condition        Report By
 AI7545  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7545
 AI7545                          STATION DESCRIPTION
 AI7545
 AI7545'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7545'THE STATION IS LOCATED 7 MILES (11.3 KM) NORTHEAST OF RAPID CITY,
 AI7545'SOUTH DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA
 AI7545'STREET AND MT RUSHMORE ROAD PROCEED EAST ALONG OMAHA STREET A DISTANCE
 AI7545'OF 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH HAINES AVENUE.  TURN
 AI7545'LEFT AND PROCEED NORTH ALONG HAINES AVENUE A DISTANCE OF 1.5 MILES
 AI7545'(2.4 KM) TO ITS INTERSECTION WITH I-90.  TURN RIGHT AND PROCEED EAST
 AI7545'ALONG I-90 A DISTANCE OF 8.5 MILES (13.7 KM) TO ITS INTERSECTION WITH
 AI7545'ELK VALE ROAD (EXIT 61) .  TURN LEFT AND PROCEED NORTH ALONG ELK VALE
 AI7545'ROAD A DISTANCE OF 2.7 MILES (4.3 KM) TO ITS INTERSECTION WITH 225TH
 AI7545'STREET.  TURN RIGHT AND PROCEED EAST ALONG RIGHT-OF-WAY LINE A
 AI7545'DISTANCE OF 50 FEET (15.2 M) TO THE STATION ON THE RIGHT.  THE STATION
 AI7545'IS A STANDARD RAPID CITY - PENNINGTON COUNTY ALUMINUM DISK SET IN A
 AI7545'POURED IN PLACE CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE
 AI7545'AND STAMPED RCPC-14, LS6014, 2000.  THE STATION IS LOCATED 12 FEET
 AI7545'(3.7 M) AZIMUTH 155 DEGREES FROM A T216 COUNTY ROAD SIGN, 33 FEET
 AI7545'(10.1 M) AZIMUTH 265 DEGREES FROM A NO OUTLET SIGN, 27 FEET (8.2 M)
 AI7545'AZIMUTH 70 DEGREES FROM A FENCE CORNER, 15 FEET (4.6 M) AZIMUTH 0
 AI7545'DEGREES FROM A BARBED WIRE FENCE, 24 FEET (7.3 M) AZIMUTH 180 DEGREES
 AI7545'FROM THE CENTERLINE OF 225TH STREET, AND 50 FEET (15.2 M) AZIMUTH 90
 AI7545'DEGREES FROM THE CENTERLINE OF ELK VALE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7546 ***********************************************************************
 AI7546  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7546  DESIGNATION -  RCPC 15
 AI7546  PID         -  AI7546
 AI7546  STATE/COUNTY-  SD/PENNINGTON
 AI7546  COUNTRY     -  US
 AI7546  USGS QUAD   -  HERMOSA NE (2017)
 AI7546
 AI7546                         *CURRENT SURVEY CONTROL
 AI7546  ______________________________________________________________________
 AI7546* NAD 83(2011) POSITION- 43 58 25.84107(N) 103 05 17.68494(W)   ADJUSTED
 AI7546* NAD 83(2011) ELLIP HT-   932.344 (meters)        (06/27/12)   ADJUSTED
 AI7546* NAD 83(2011) EPOCH   -  2010.00
 AI7546* NAVD 88 ORTHO HEIGHT -   948.95  (meters)     3113.3   (feet) GPS OBS
 AI7546  ______________________________________________________________________
 AI7546  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7546  GEOID HEIGHT    -        -16.496 (meters)                     GEOID99
 AI7546  GEOID HEIGHT    -        -16.611 (meters)                     GEOID18
 AI7546  NAD 83(2011) X  - -1,041,261.470 (meters)                     COMP
 AI7546  NAD 83(2011) Y  - -4,478,716.532 (meters)                     COMP
 AI7546  NAD 83(2011) Z  -  4,406,647.987 (meters)                     COMP
 AI7546  LAPLACE CORR    -        -11.19  (seconds)                    DEFLEC18
 AI7546
 AI7546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7546  Standards:
 AI7546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7546  -------------------------------------------------------------------
 AI7546  NETWORK    1.47   1.55           0.67   0.51   0.79     -0.10078196
 AI7546  -------------------------------------------------------------------
 AI7546  Click here for local accuracies and other accuracy information.
 AI7546
 AI7546.The horizontal coordinates were established by GPS observations
 AI7546.and adjusted by the National Geodetic Survey in June 2012.
 AI7546
 AI7546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7546.been affixed to the stable North American tectonic plate. See 
 AI7546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7546
 AI7546.The horizontal coordinates are valid at the epoch date displayed above
 AI7546.which is a decimal equivalence of Year/Month/Day.
 AI7546
 AI7546.The orthometric height was determined by GPS observations and a
 AI7546.high-resolution geoid model using precise GPS observation and
 AI7546.processing techniques.
 AI7546
 AI7546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7546.GEOID18 height accuracy estimate available here.
 AI7546
 AI7546.Click photographs - Photos may exist for this station.
 AI7546
 AI7546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7546
 AI7546.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7546
 AI7546.The ellipsoidal height was determined by GPS observations
 AI7546.and is referenced to NAD 83.
 AI7546
 AI7546. The following values were computed from the NAD 83(2011) position.
 AI7546
 AI7546;                    North         East     Units Scale Factor Converg.
 AI7546;SPC SD S     -   185,914.567   378,998.783   MT  0.99992608   -1 54 01.7
 AI7546;SPC SD S     -   609,954.71  1,243,431.84   sFT  0.99992608   -1 54 01.7
 AI7546;UTM  13      - 4,870,744.433   653,341.574   MT  0.99988920   +1 19 39.5
 AI7546
 AI7546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7546!SPC SD S     -   0.99985382  x   0.99992608  =   0.99977992
 AI7546!UTM  13      -   0.99985382  x   0.99988920  =   0.99974304
 AI7546
 AI7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5334170744(NAD 83)
 AI7546
 AI7546                          SUPERSEDED SURVEY CONTROL
 AI7546
 AI7546  NAD 83(2007)-  43 58 25.84095(N)    103 05 17.68606(W) AD(2002.00) 0
 AI7546  ELLIP H (02/10/07)  932.372  (m)                       GP(2002.00)    
 AI7546  ELLIP H (04/20/04)  932.360  (m)                       GP(       ) 4 2
 AI7546  NAD 83(1996)-  43 58 25.84034(N)    103 05 17.68605(W) AD(       ) 1
 AI7546  ELLIP H (09/12/00)  932.417  (m)                       GP(       ) 4 1
 AI7546
 AI7546.Superseded values are not recommended for survey control.
 AI7546
 AI7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7546.See file dsdata.pdf to determine how the superseded data were derived.
 AI7546
 AI7546_MARKER: DD = SURVEY DISK
 AI7546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7546_STAMPING: RCPC-15 LS6014 2000
 AI7546_MARK LOGO: SD2250
 AI7546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7546+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7546
 AI7546  HISTORY     - Date     Condition        Report By
 AI7546  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7546
 AI7546                          STATION DESCRIPTION
 AI7546
 AI7546'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7546'THE STATION IS LOCATED 10 MILES (16.1 KM) SOUTHEAST OF RAPID CITY,
 AI7546'SOUTH DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA
 AI7546'STREET AND MT RUSHMORE ROAD PROCEED EAST ALONG OMAHA STREET A DISTANCE
 AI7546'OF 2.0 MILES (3.2 KM) TO ITS INTERSECTION WITH CAMBELL STREET/HIGHWAY
 AI7546'79.  TURN RIGHT AND PROCEED SOUTH ALONG CAMBELL STREET/HIGHWAY 79 A
 AI7546'DISTANCE OF 3.0 MILES (4.8 KM) TO ITS INTERSECTION WITH HIGHWAY 16
 AI7546'TRUCK BYPASS/OLD FOLSOM ROAD.  TURN LEFT AND PROCEED SOUTHEAST ALONG
 AI7546'OLD FOLSOM ROAD A DISTANCE OF 5.5 MILES (8.9 KM) TO ITS INTERSECTION
 AI7546'WITH ANTELOPE CREEK ROAD.  TURN LEFT AND PROCEED EAST ALONG ANTELOPE
 AI7546'CREEK ROAD A DISTANCE OF 2.7 MILES (4.3 KM) TO THE STATION ON THE
 AI7546'LEFT.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY
 AI7546'ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET FLUSH
 AI7546'WITH THE GROUND SURFACE AND STAMPED RCPC-15, LS6014, 2000.  THE
 AI7546'STATION IS LOCATED 3.5 FEET (1.1 M) AZIMUTH 180 DEGREES FROM BARBED
 AI7546'WIRE FENCE, 18 FEET (5.5 M) AZIMUTH 0 DEGREES FROM THE EDGE OF GRAVEL
 AI7546'OF ANTELOPE CREEK ROAD, 9 FEET (2.7 M) AZIMUTH 115 DEGREES TO A FENCE
 AI7546'POST WITH A NAIL IN THE TOP OF THE POST, 9 FEET (2.7 M) AZIMUTH 240
 AI7546'DEGREES TO ANOTHER FENCE POST WITH A NAIL IN THE TOP OF THE FENCE
 AI7546'POST, AND 93 FEET (28.3 M) AZIMUTH 55 DEGREES FROM A CURVE/SPEED LIMIT
 AI7546'SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7547 ***********************************************************************
 AI7547  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7547  DESIGNATION -  RCPC 17
 AI7547  PID         -  AI7547
 AI7547  STATE/COUNTY-  SD/PENNINGTON
 AI7547  COUNTRY     -  US
 AI7547  USGS QUAD   -  BOX ELDER (2017)
 AI7547
 AI7547                         *CURRENT SURVEY CONTROL
 AI7547  ______________________________________________________________________
 AI7547* NAD 83(2011) POSITION- 44 05 08.43211(N) 103 05 27.22721(W)   ADJUSTED
 AI7547* NAD 83(2011) ELLIP HT-  1015.568 (meters)        (06/27/12)   ADJUSTED
 AI7547* NAD 83(2011) EPOCH   -  2010.00
 AI7547* NAVD 88 ORTHO HEIGHT -  1032.16  (meters)     3386.3   (feet) GPS OBS
 AI7547  ______________________________________________________________________
 AI7547  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7547  GEOID HEIGHT    -        -16.492 (meters)                     GEOID99
 AI7547  GEOID HEIGHT    -        -16.587 (meters)                     GEOID18
 AI7547  NAD 83(2011) X  - -1,039,525.813 (meters)                     COMP
 AI7547  NAD 83(2011) Y  - -4,470,313.437 (meters)                     COMP
 AI7547  NAD 83(2011) Z  -  4,415,641.113 (meters)                     COMP
 AI7547  LAPLACE CORR    -        -11.00  (seconds)                    DEFLEC18
 AI7547
 AI7547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7547  Standards:
 AI7547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7547  -------------------------------------------------------------------
 AI7547  NETWORK    1.01   1.37           0.46   0.35   0.70     -0.00989642
 AI7547  -------------------------------------------------------------------
 AI7547  Click here for local accuracies and other accuracy information.
 AI7547
 AI7547.The horizontal coordinates were established by GPS observations
 AI7547.and adjusted by the National Geodetic Survey in June 2012.
 AI7547
 AI7547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7547.been affixed to the stable North American tectonic plate. See 
 AI7547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7547
 AI7547.The horizontal coordinates are valid at the epoch date displayed above
 AI7547.which is a decimal equivalence of Year/Month/Day.
 AI7547
 AI7547.The orthometric height was determined by GPS observations and a
 AI7547.high-resolution geoid model using precise GPS observation and
 AI7547.processing techniques.
 AI7547
 AI7547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7547.GEOID18 height accuracy estimate available here.
 AI7547
 AI7547.Click photographs - Photos may exist for this station.
 AI7547
 AI7547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7547
 AI7547.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7547
 AI7547.The ellipsoidal height was determined by GPS observations
 AI7547.and is referenced to NAD 83.
 AI7547
 AI7547. The following values were computed from the NAD 83(2011) position.
 AI7547
 AI7547;                    North         East     Units Scale Factor Converg.
 AI7547;SPC SD S     -   198,339.781   379,198.679   MT  0.99994010   -1 54 08.3
 AI7547;SPC SD S     -   650,719.76  1,244,087.67   sFT  0.99994010   -1 54 08.3
 AI7547;UTM  13      - 4,883,160.623   652,841.202   MT  0.99988731   +1 19 42.5
 AI7547
 AI7547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7547!SPC SD S     -   0.99984078  x   0.99994010  =   0.99978089
 AI7547!UTM  13      -   0.99984078  x   0.99988731  =   0.99972811
 AI7547
 AI7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5284183160(NAD 83)
 AI7547
 AI7547                          SUPERSEDED SURVEY CONTROL
 AI7547
 AI7547  NAD 83(2007)-  44 05 08.43199(N)    103 05 27.22833(W) AD(2002.00) 0
 AI7547  ELLIP H (02/10/07) 1015.596  (m)                       GP(2002.00)    
 AI7547  ELLIP H (04/20/04) 1015.573  (m)                       GP(       ) 4 2
 AI7547  NAD 83(1996)-  44 05 08.43141(N)    103 05 27.22834(W) AD(       ) 1
 AI7547  ELLIP H (09/12/00) 1015.630  (m)                       GP(       ) 4 1
 AI7547
 AI7547.Superseded values are not recommended for survey control.
 AI7547
 AI7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7547.See file dsdata.pdf to determine how the superseded data were derived.
 AI7547
 AI7547_MARKER: DD = SURVEY DISK
 AI7547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7547_STAMPING: RCPC-17 LS6014 2000
 AI7547_MARK LOGO: SD2250
 AI7547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7547+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7547
 AI7547  HISTORY     - Date     Condition        Report By
 AI7547  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7547
 AI7547                          STATION DESCRIPTION
 AI7547
 AI7547'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7547'THE STATION IS LOCATED 10 MILES (16.1 KM) EAST OF RAPID CITY, SOUTH
 AI7547'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7547'AND MT RUSHMORE ROAD PROCEED EAST ALONG OMAHA STREET/HIGHWAY 44 A
 AI7547'DISTANCE OF 5.3 MILES (8.5 KM) TO ITS INTERSECTION WITH LONGVIEW
 AI7547'DRIVE.  TURN LEFT AND PROCEED EAST ALONG LONGVIEW DRIVE A DISTANCE OF
 AI7547'2.5 MILES (4.0 KM) TO ITS INTERSECTION WITH RADAR HILL ROAD.  TURN
 AI7547'LEFT AND PROCEED NORTH ALONG RADAR HILL ROAD A DISTANCE OF 2.3 MILES
 AI7547'(3.7 KM) TO ITS INTERSECTION WITH MORNING VIEW DRIVE AND THE STATION
 AI7547'IN THE NORTHWEST CORNER OF THE INTERSECTION OF MORNING VIEW DRIVE AND
 AI7547'RADAR HILL ROAD.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON
 AI7547'COUNTY ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET
 AI7547'FLUSH WITH THE GROUND SURFACE AND STAMPED RCPC-17, LS6014, 2000.  THE
 AI7547'STATION IS LOCATED 108 FEET (32.9 M) AZIMUTH 200 DEGREES FROM POWER
 AI7547'POLE NUMBER 36914 W RIVER ELECTRIC ASSN, 66 FEET (20.1 M) AZIMUTH 340
 AI7547'DEGREES FROM THE CENTERLINE OF THE INTERSECTION OF RADAR HILL ROAD AND
 AI7547'MORNING VIEW DRIVE, 164 FEET (50.0 M) AZIMUTH 300 DEGREES FROM POWER
 AI7547'POLE NUMBER 31720 W RIVER ELECTRIC ASSN, 1 FOOT (0.3 M) AZIMUTH 90
 AI7547'DEGREES FROM A BARBED WIRE FENCE, AND 12 FEET (3.7 M) AZIMUTH 90
 AI7547'DEGREES FROM THE CENTERLINE OF RADAR HILL ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7548 ***********************************************************************
 AI7548  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7548  DESIGNATION -  RCPC 18
 AI7548  PID         -  AI7548
 AI7548  STATE/COUNTY-  SD/PENNINGTON
 AI7548  COUNTRY     -  US
 AI7548  USGS QUAD   -  BOX ELDER (2017)
 AI7548
 AI7548                         *CURRENT SURVEY CONTROL
 AI7548  ______________________________________________________________________
 AI7548* NAD 83(2011) POSITION- 44 00 24.56146(N) 103 01 14.52635(W)   ADJUSTED
 AI7548* NAD 83(2011) ELLIP HT-   880.937 (meters)        (06/27/12)   ADJUSTED
 AI7548* NAD 83(2011) EPOCH   -  2010.00
 AI7548* NAVD 88 ORTHO HEIGHT -   897.82  (meters)     2945.6   (feet) GPS OBS
 AI7548  ______________________________________________________________________
 AI7548  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7548  GEOID HEIGHT    -        -16.781 (meters)                     GEOID99
 AI7548  GEOID HEIGHT    -        -16.891 (meters)                     GEOID18
 AI7548  NAD 83(2011) X  - -1,035,399.141 (meters)                     COMP
 AI7548  NAD 83(2011) Y  - -4,477,425.023 (meters)                     COMP
 AI7548  NAD 83(2011) Z  -  4,409,248.922 (meters)                     COMP
 AI7548  LAPLACE CORR    -         -8.80  (seconds)                    DEFLEC18
 AI7548
 AI7548  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7548  Standards:
 AI7548         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7548            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7548  -------------------------------------------------------------------
 AI7548  NETWORK    1.32   1.55           0.60   0.46   0.79     -0.02550605
 AI7548  -------------------------------------------------------------------
 AI7548  Click here for local accuracies and other accuracy information.
 AI7548
 AI7548.The horizontal coordinates were established by GPS observations
 AI7548.and adjusted by the National Geodetic Survey in June 2012.
 AI7548
 AI7548.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7548.been affixed to the stable North American tectonic plate. See 
 AI7548.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7548
 AI7548.The horizontal coordinates are valid at the epoch date displayed above
 AI7548.which is a decimal equivalence of Year/Month/Day.
 AI7548
 AI7548.The orthometric height was determined by GPS observations and a
 AI7548.high-resolution geoid model using precise GPS observation and
 AI7548.processing techniques.
 AI7548
 AI7548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7548.GEOID18 height accuracy estimate available here.
 AI7548
 AI7548.Click photographs - Photos may exist for this station.
 AI7548
 AI7548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7548
 AI7548.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7548
 AI7548.The ellipsoidal height was determined by GPS observations
 AI7548.and is referenced to NAD 83.
 AI7548
 AI7548. The following values were computed from the NAD 83(2011) position.
 AI7548
 AI7548;                    North         East     Units Scale Factor Converg.
 AI7548;SPC SD S     -   189,399.100   384,533.837   MT  0.99992982   -1 51 14.0
 AI7548;SPC SD S     -   621,386.88  1,261,591.43   sFT  0.99992982   -1 51 14.0
 AI7548;UTM  13      - 4,874,535.070   658,671.435   MT  0.99990966   +1 22 31.4
 AI7548
 AI7548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7548!SPC SD S     -   0.99986188  x   0.99992982  =   0.99979171
 AI7548!UTM  13      -   0.99986188  x   0.99990966  =   0.99977156
 AI7548
 AI7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5867174535(NAD 83)
 AI7548
 AI7548                          SUPERSEDED SURVEY CONTROL
 AI7548
 AI7548  NAD 83(2007)-  44 00 24.56134(N)    103 01 14.52746(W) AD(2002.00) 0
 AI7548  ELLIP H (02/10/07)  880.965  (m)                       GP(2002.00)    
 AI7548  ELLIP H (04/20/04)  880.952  (m)                       GP(       ) 4 2
 AI7548  NAD 83(1996)-  44 00 24.56075(N)    103 01 14.52745(W) AD(       ) 1
 AI7548  ELLIP H (09/12/00)  881.009  (m)                       GP(       ) 4 1
 AI7548
 AI7548.Superseded values are not recommended for survey control.
 AI7548
 AI7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7548.See file dsdata.pdf to determine how the superseded data were derived.
 AI7548
 AI7548_MARKER: DD = SURVEY DISK
 AI7548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7548_STAMPING: RCPC-18 LS6014 2000
 AI7548_MARK LOGO: SD2250
 AI7548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7548+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7548
 AI7548  HISTORY     - Date     Condition        Report By
 AI7548  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7548
 AI7548                          STATION DESCRIPTION
 AI7548
 AI7548'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7548'THE STATION IS LOCATED 11 MILES (17.7 KM) SOUTHEAST OF RAPID CITY,
 AI7548'SOUTH DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA
 AI7548'STREET AND MT RUSHMORE ROAD PROCEED EAST ALONG OMAHA STREET/HIGHWAY 44
 AI7548'A DISTANCE OF 12.2 MILES (19.6 KM) TO THE STATION LOCATED ON THE SOUTH
 AI7548'SIDE OF HIGHWAY 44 ON THE WEST SIDE OF THE APPROACH.  THE STATION IS A
 AI7548'STANDARD RAPID CITY - PENNINGTON COUNTY ALUMINUM DISK SET IN A POURED
 AI7548'IN PLACE CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE AND
 AI7548'STAMPED RCPC-18, LS6014, 2000.  THE STATION IS LOCATED 36 FEET (11.0
 AI7548'M) AZIMUTH 166 DEGREES FROM A FLARED END OF CMP, 15 FEET (4.6 M)
 AI7548'AZIMUTH 0 DEGREES FROM THE CENTERLINE OF RAILROAD BED, 66 FEET (20.1
 AI7548'M) AZIMUTH 225 DEGREES FROM THE FLARED END OF CMP ON THE EAST SIDE OF
 AI7548'THE APPROACH, AND 75 FEET (22.9 M) AZIMUTH 180 DEGREES FROM THE EDGE
 AI7548'OF THE SHOULDER OF HIGHWAY 44.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7533 ***********************************************************************
 AI7533  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7533  DESIGNATION -  RCPC 2
 AI7533  PID         -  AI7533
 AI7533  STATE/COUNTY-  SD/PENNINGTON
 AI7533  COUNTRY     -  US
 AI7533  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AI7533
 AI7533                         *CURRENT SURVEY CONTROL
 AI7533  ______________________________________________________________________
 AI7533* NAD 83(2011) POSITION- 43 59 23.73042(N) 103 25 05.77982(W)   ADJUSTED
 AI7533* NAD 83(2011) ELLIP HT-  1329.024 (meters)        (06/27/12)   ADJUSTED
 AI7533* NAD 83(2011) EPOCH   -  2010.00
 AI7533* NAVD 88 ORTHO HEIGHT -  1343.61  (meters)     4408.2   (feet) GPS OBS
 AI7533  ______________________________________________________________________
 AI7533  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7533  GEOID HEIGHT    -        -14.495 (meters)                     GEOID99
 AI7533  GEOID HEIGHT    -        -14.569 (meters)                     GEOID18
 AI7533  NAD 83(2011) X  - -1,066,819.929 (meters)                     COMP
 AI7533  NAD 83(2011) Y  - -4,471,715.097 (meters)                     COMP
 AI7533  NAD 83(2011) Z  -  4,408,209.334 (meters)                     COMP
 AI7533  LAPLACE CORR    -        -16.83  (seconds)                    DEFLEC18
 AI7533
 AI7533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7533  Standards:
 AI7533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7533  -------------------------------------------------------------------
 AI7533  NETWORK    1.45   1.59           0.67   0.49   0.81     -0.04667091
 AI7533  -------------------------------------------------------------------
 AI7533  Click here for local accuracies and other accuracy information.
 AI7533
 AI7533.The horizontal coordinates were established by GPS observations
 AI7533.and adjusted by the National Geodetic Survey in June 2012.
 AI7533
 AI7533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7533.been affixed to the stable North American tectonic plate. See 
 AI7533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7533
 AI7533.The horizontal coordinates are valid at the epoch date displayed above
 AI7533.which is a decimal equivalence of Year/Month/Day.
 AI7533
 AI7533.The orthometric height was determined by GPS observations and a
 AI7533.high-resolution geoid model using precise GPS observation and
 AI7533.processing techniques.
 AI7533
 AI7533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7533.GEOID18 height accuracy estimate available here.
 AI7533
 AI7533.Click photographs - Photos may exist for this station.
 AI7533
 AI7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7533
 AI7533.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7533
 AI7533.The ellipsoidal height was determined by GPS observations
 AI7533.and is referenced to NAD 83.
 AI7533
 AI7533. The following values were computed from the NAD 83(2011) position.
 AI7533
 AI7533;                    North         East     Units Scale Factor Converg.
 AI7533;SPC SD S     -   188,630.669   352,601.681   MT  0.99992786   -2 07 41.3
 AI7533;SPC SD S     -   618,865.79  1,156,827.35   sFT  0.99992786   -2 07 41.3
 AI7533;UTM  13      - 4,871,969.946   626,835.674   MT  0.99979786   +1 05 55.3
 AI7533
 AI7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7533!SPC SD S     -   0.99979165  x   0.99992786  =   0.99971952
 AI7533!UTM  13      -   0.99979165  x   0.99979786  =   0.99958955
 AI7533
 AI7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2683571969(NAD 83)
 AI7533
 AI7533                          SUPERSEDED SURVEY CONTROL
 AI7533
 AI7533  NAD 83(2007)-  43 59 23.73028(N)    103 25 05.78094(W) AD(2002.00) 0
 AI7533  ELLIP H (02/10/07) 1329.052  (m)                       GP(2002.00)    
 AI7533  ELLIP H (04/20/04) 1329.042  (m)                       GP(       ) 4 2
 AI7533  NAD 83(1996)-  43 59 23.72956(N)    103 25 05.78101(W) AD(       ) 1
 AI7533  ELLIP H (09/12/00) 1329.100  (m)                       GP(       ) 4 1
 AI7533
 AI7533.Superseded values are not recommended for survey control.
 AI7533
 AI7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7533.See file dsdata.pdf to determine how the superseded data were derived.
 AI7533
 AI7533_MARKER: DD = SURVEY DISK
 AI7533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7533_STAMPING: RCPC-2 LS6014 2000
 AI7533_MARK LOGO: SD2250
 AI7533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7533+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7533
 AI7533  HISTORY     - Date     Condition        Report By
 AI7533  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7533
 AI7533                          STATION DESCRIPTION
 AI7533
 AI7533'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7533'THE STATION IS LOCATED 11 MILES (17.7 KM) SOUTHWEST OF RAPID CITY,
 AI7533'SOUTH DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA
 AI7533'STREET AND MT RUSHMORE ROAD, PROCEED WEST ALONG OMAHA STREET A
 AI7533'DISTANCE OF 1.1 MILES (1.8 KM) TO ITS INTERSECTION WITH MOUNTAIN VIEW
 AI7533'ROAD.  TURN LEFT AND PROCEED SOUTH ALONG MOUNTAIN VIEW ROAD A DISTANCE
 AI7533'OF 0.6 MILE (1.0 KM) TO ITS INTERSECTION WITH JACKSON BOULEVARD.  TURN
 AI7533'RIGHT AND PROCEED WEST ALONG JACKSON BOULEVARD A DISTANCE OF 0.6 MILE
 AI7533'(1.0 KM) TO ITS INTERSECTION WITH SHERIDAN LAKE ROAD.  TURN LEFT AND
 AI7533'PROCEED SOUTH ALONG SHERIDAN LAKE ROAD A DISTANCE OF 13 MILES (20.9
 AI7533'KM) TO ITS INTERSECTION WITH BALSAR GULCH ROAD.  TURN RIGHT AND
 AI7533'PROCEED NORTHWEST ALONG A TRAIL A DISTANCE OF 0.2 MILE (0.3 KM) TO A
 AI7533'FORK IN THE TRAIL.  THE STATION IS APPROXIMATELY 90 FEET (27.4 M) WEST
 AI7533'OF A TRAIL RUNNING TO THE NORTHWEST.  THE STATION IS A STANDARD RAPID
 AI7533'CITY - PENNINGTON COUNTY ALUMINUM DISK SET IN A POURED IN PLACE
 AI7533'CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE AND STAMPED
 AI7533'RCPC-2, LS6014, 2000.  THE STATION IS LOCATED ABOUT 300 FEET (91.4 M)
 AI7533'AZIMUTH 120 DEGREES FROM A ROCK PILE, ABOUT 215 FEET (65.5 M) AZIMUTH
 AI7533'155 DEGREES FROM ANOTHER ROCK PILE, ABOUT 205 FEET (62.5 M) AZIMUTH
 AI7533'260 DEGREES FROM A UTILITY POLE NUMBER N-87, ABOUT 205 FEET (62.5 M)
 AI7533'AZIMUTH 340 DEGREES FROM A CONIFER TREE, 450 FEET (137.2 M) NORTH FROM
 AI7533'THE EDGE OF PAVEMENT TO SHERIDAN LAKE ROAD, AND 57 FEET (17.4 M) WEST
 AI7533'FROM THE EDGE OF GRAVEL TO BALSAR GULCH ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7549 ***********************************************************************
 AI7549  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7549  DESIGNATION -  RCPC 20
 AI7549  PID         -  AI7549
 AI7549  STATE/COUNTY-  SD/PENNINGTON
 AI7549  COUNTRY     -  US
 AI7549  USGS QUAD   -  CAPUTA (2017)
 AI7549
 AI7549                         *CURRENT SURVEY CONTROL
 AI7549  ______________________________________________________________________
 AI7549* NAD 83(2011) POSITION- 43 59 01.79497(N) 102 57 15.66135(W)   ADJUSTED
 AI7549* NAD 83(2011) ELLIP HT-   859.644 (meters)        (06/27/12)   ADJUSTED
 AI7549* NAD 83(2011) EPOCH   -  2010.00
 AI7549* NAVD 88 ORTHO HEIGHT -   876.73  (meters)     2876.4   (feet) GPS OBS
 AI7549  ______________________________________________________________________
 AI7549  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7549  GEOID HEIGHT    -        -16.991 (meters)                     GEOID99
 AI7549  GEOID HEIGHT    -        -17.088 (meters)                     GEOID18
 AI7549  NAD 83(2011) X  - -1,030,607.758 (meters)                     COMP
 AI7549  NAD 83(2011) Y  - -4,480,335.599 (meters)                     COMP
 AI7549  NAD 83(2011) Z  -  4,407,396.150 (meters)                     COMP
 AI7549  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 AI7549
 AI7549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7549  Standards:
 AI7549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7549  -------------------------------------------------------------------
 AI7549  NETWORK    1.13   1.51           0.52   0.38   0.77     -0.07535611
 AI7549  -------------------------------------------------------------------
 AI7549  Click here for local accuracies and other accuracy information.
 AI7549
 AI7549.The horizontal coordinates were established by GPS observations
 AI7549.and adjusted by the National Geodetic Survey in June 2012.
 AI7549
 AI7549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7549.been affixed to the stable North American tectonic plate. See 
 AI7549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7549
 AI7549.The horizontal coordinates are valid at the epoch date displayed above
 AI7549.which is a decimal equivalence of Year/Month/Day.
 AI7549
 AI7549.The orthometric height was determined by GPS observations and a
 AI7549.high-resolution geoid model using precise GPS observation and
 AI7549.processing techniques.
 AI7549
 AI7549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7549.GEOID18 height accuracy estimate available here.
 AI7549
 AI7549.Click photographs - Photos may exist for this station.
 AI7549
 AI7549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7549
 AI7549.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7549
 AI7549.The ellipsoidal height was determined by GPS observations
 AI7549.and is referenced to NAD 83.
 AI7549
 AI7549. The following values were computed from the NAD 83(2011) position.
 AI7549
 AI7549;                    North         East     Units Scale Factor Converg.
 AI7549;SPC SD S     -   186,676.002   389,771.333   MT  0.99992718   -1 48 29.2
 AI7549;SPC SD S     -   612,452.85  1,278,774.78   sFT  0.99992718   -1 48 29.2
 AI7549;UTM  13      - 4,872,111.341   664,053.963   MT  0.99993102   +1 25 15.3
 AI7549
 AI7549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7549!SPC SD S     -   0.99986522  x   0.99992718  =   0.99979241
 AI7549!UTM  13      -   0.99986522  x   0.99993102  =   0.99979625
 AI7549
 AI7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6405372111(NAD 83)
 AI7549
 AI7549                          SUPERSEDED SURVEY CONTROL
 AI7549
 AI7549  NAD 83(2007)-  43 59 01.79485(N)    102 57 15.66246(W) AD(2002.00) 0
 AI7549  ELLIP H (02/10/07)  859.672  (m)                       GP(2002.00)    
 AI7549  ELLIP H (04/20/04)  859.659  (m)                       GP(       ) 4 2
 AI7549  NAD 83(1996)-  43 59 01.79426(N)    102 57 15.66243(W) AD(       ) 1
 AI7549  ELLIP H (09/12/00)  859.715  (m)                       GP(       ) 4 1
 AI7549
 AI7549.Superseded values are not recommended for survey control.
 AI7549
 AI7549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7549.See file dsdata.pdf to determine how the superseded data were derived.
 AI7549
 AI7549_MARKER: DD = SURVEY DISK
 AI7549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7549_STAMPING: RCPC-20 LS6014 2000
 AI7549_MARK LOGO: SD2250
 AI7549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7549+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7549
 AI7549  HISTORY     - Date     Condition        Report By
 AI7549  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7549
 AI7549                          STATION DESCRIPTION
 AI7549
 AI7549'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7549'THE STATION IS LOCATED 15 MILES (24.1 KM) SOUTHEAST OF RAPID CITY,
 AI7549'SOUTH DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA
 AI7549'STREET AND MT RUSHMORE ROAD PROCEED EAST ALONG OMAHA STREET/HIGHWAY 44
 AI7549'A DISTANCE OF 16 MILES (25.7 KM) TO THE STATION LOCATED ON THE SOUTH
 AI7549'SIDE OF HIGHWAY 44 AND ON THE WEST SIDE OF THE APPROACH.  THE STATION
 AI7549'IS A STANDARD RAPID CITY - PENNINGTON COUNTY ALUMINUM DISK SET IN A
 AI7549'POURED IN PLACE CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE
 AI7549'AND STAMPED RCPC-20, LS6014, 2000.  THE STATION IS LOCATED 27 FEET
 AI7549'(8.2 M) AZIMUTH 210 DEGREES FROM THE CENTER OF FLARED END SECTION OF
 AI7549'AN OVAL CMP, 18 FEET (5.5 M) AZIMUTH 0 DEGREES FROM THE CENTERLINE OF
 AI7549'RAILROAD BED, 60 FEET (18.3 M) AZIMUTH 260 DEGREES FROM THE CENTER OF
 AI7549'FLARED END SECTION OF AN OVAL CMP, 24 FEET (7.3 M) AZIMUTH 270 DEGREES
 AI7549'FROM THE CENTERLINE OF THE APPROACH, AND 66 FEET (20.1 M) AZIMUTH 180
 AI7549'DEGREES FROM THE EDGE OF PAVEMENT OF HIGHWAY 44.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7550 ***********************************************************************
 AI7550  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7550  DESIGNATION -  RCPC 21
 AI7550  PID         -  AI7550
 AI7550  STATE/COUNTY-  SD/PENNINGTON
 AI7550  COUNTRY     -  US
 AI7550  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 AI7550
 AI7550                         *CURRENT SURVEY CONTROL
 AI7550  ______________________________________________________________________
 AI7550* NAD 83(2011) POSITION- 44 04 15.10209(N) 102 58 12.43597(W)   ADJUSTED
 AI7550* NAD 83(2011) ELLIP HT-   997.467 (meters)        (06/27/12)   ADJUSTED
 AI7550* NAD 83(2011) EPOCH   -  2010.00
 AI7550* NAVD 88 ORTHO HEIGHT -  1014.51  (meters)     3328.4   (feet) GPS OBS
 AI7550  ______________________________________________________________________
 AI7550  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7550  GEOID HEIGHT    -        -16.951 (meters)                     GEOID99
 AI7550  GEOID HEIGHT    -        -17.042 (meters)                     GEOID18
 AI7550  NAD 83(2011) X  - -1,030,354.533 (meters)                     COMP
 AI7550  NAD 83(2011) Y  - -4,473,598.084 (meters)                     COMP
 AI7550  NAD 83(2011) Z  -  4,414,445.844 (meters)                     COMP
 AI7550  LAPLACE CORR    -         -8.60  (seconds)                    DEFLEC18
 AI7550
 AI7550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7550  Standards:
 AI7550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7550  -------------------------------------------------------------------
 AI7550  NETWORK    1.01   1.43           0.47   0.33   0.73     -0.06674837
 AI7550  -------------------------------------------------------------------
 AI7550  Click here for local accuracies and other accuracy information.
 AI7550
 AI7550.The horizontal coordinates were established by GPS observations
 AI7550.and adjusted by the National Geodetic Survey in June 2012.
 AI7550
 AI7550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7550.been affixed to the stable North American tectonic plate. See 
 AI7550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7550
 AI7550.The horizontal coordinates are valid at the epoch date displayed above
 AI7550.which is a decimal equivalence of Year/Month/Day.
 AI7550
 AI7550.The orthometric height was determined by GPS observations and a
 AI7550.high-resolution geoid model using precise GPS observation and
 AI7550.processing techniques.
 AI7550
 AI7550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7550.GEOID18 height accuracy estimate available here.
 AI7550
 AI7550.Click photographs - Photos may exist for this station.
 AI7550
 AI7550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7550
 AI7550.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7550
 AI7550.The ellipsoidal height was determined by GPS observations
 AI7550.and is referenced to NAD 83.
 AI7550
 AI7550. The following values were computed from the NAD 83(2011) position.
 AI7550
 AI7550;                    North         East     Units Scale Factor Converg.
 AI7550;SPC SD S     -   196,380.632   388,813.734   MT  0.99993802   -1 49 08.4
 AI7550;SPC SD S     -   644,292.12  1,275,633.06   sFT  0.99993802   -1 49 08.4
 AI7550;UTM  13      - 4,881,746.554   662,551.072   MT  0.99992498   +1 24 43.9
 AI7550
 AI7550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7550!SPC SD S     -   0.99984362  x   0.99993802  =   0.99978165
 AI7550!UTM  13      -   0.99984362  x   0.99992498  =   0.99976861
 AI7550
 AI7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6255181746(NAD 83)
 AI7550
 AI7550                          SUPERSEDED SURVEY CONTROL
 AI7550
 AI7550  NAD 83(2007)-  44 04 15.10197(N)    102 58 12.43709(W) AD(2002.00) 0
 AI7550  ELLIP H (02/10/07)  997.494  (m)                       GP(2002.00)    
 AI7550  ELLIP H (04/20/04)  997.479  (m)                       GP(       ) 4 2
 AI7550  NAD 83(1996)-  44 04 15.10139(N)    102 58 12.43707(W) AD(       ) 1
 AI7550  ELLIP H (09/12/00)  997.536  (m)                       GP(       ) 4 1
 AI7550
 AI7550.Superseded values are not recommended for survey control.
 AI7550
 AI7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7550.See file dsdata.pdf to determine how the superseded data were derived.
 AI7550
 AI7550_MARKER: DD = SURVEY DISK
 AI7550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7550_STAMPING: RCPC-21 LS6014 2000
 AI7550_MARK LOGO: SD2250
 AI7550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7550+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7550
 AI7550  HISTORY     - Date     Condition        Report By
 AI7550  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7550
 AI7550                          STATION DESCRIPTION
 AI7550
 AI7550'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7550'THE STATION IS LOCATED 12 MILES (19.3 KM) EAST OF RAPID CITY, SOUTH
 AI7550'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7550'AND MT RUSHMORE ROAD PROCEED EAST ALONG OMAHA STREET/HIGHWAY 44 A
 AI7550'DISTANCE OF 5.3 MILES (8.5 KM) TO ITS INTERSECTION WITH LONGVIEW
 AI7550'DRIVE.  TURN LEFT AND PROCEED EAST ALONG LONGVIEW DRIVE A DISTANCE OF
 AI7550'9.3 MILES (15.0 KM) TO ITS INTERSECTION WITH 154TH AVENUE.  TURN LEFT
 AI7550'AND PROCEED NORTH ALONG 154TH AVENUE A DISTANCE OF 1.25 MILES (2.01
 AI7550'KM) TO THE STATION.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON
 AI7550'COUNTY ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET
 AI7550'0.28 FEET (8.53 CM) ABOVE THE GROUND SURFACE AND STAMPED RCPC-21,
 AI7550'LS6014, 2000.  THE STATION IS LOCATED 12 FEET (3.7 M) EAST FROM A
 AI7550'FENCE CORNER POST AND 50 FEET (15.2 M) SOUTH WHERE THE FENCE RUNS
 AI7550'EAST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7534 ***********************************************************************
 AI7534  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7534  DESIGNATION -  RCPC 3
 AI7534  PID         -  AI7534
 AI7534  STATE/COUNTY-  SD/PENNINGTON
 AI7534  COUNTRY     -  US
 AI7534  USGS QUAD   -  PACTOLA DAM (2017)
 AI7534
 AI7534                         *CURRENT SURVEY CONTROL
 AI7534  ______________________________________________________________________
 AI7534* NAD 83(2011) POSITION- 44 03 56.45704(N) 103 24 50.25958(W)   ADJUSTED
 AI7534* NAD 83(2011) ELLIP HT-  1261.126 (meters)        (06/27/12)   ADJUSTED
 AI7534* NAD 83(2011) EPOCH   -  2010.00
 AI7534* NAVD 88 ORTHO HEIGHT -  1275.80  (meters)     4185.7   (feet) GPS OBS
 AI7534  ______________________________________________________________________
 AI7534  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7534  GEOID HEIGHT    -        -14.584 (meters)                     GEOID99
 AI7534  GEOID HEIGHT    -        -14.656 (meters)                     GEOID18
 AI7534  NAD 83(2011) X  - -1,065,114.671 (meters)                     COMP
 AI7534  NAD 83(2011) Y  - -4,466,056.008 (meters)                     COMP
 AI7534  NAD 83(2011) Z  -  4,414,215.663 (meters)                     COMP
 AI7534  LAPLACE CORR    -        -15.05  (seconds)                    DEFLEC18
 AI7534
 AI7534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7534  Standards:
 AI7534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7534  -------------------------------------------------------------------
 AI7534  NETWORK    1.81   1.67           0.82   0.64   0.85      0.03927631
 AI7534  -------------------------------------------------------------------
 AI7534  Click here for local accuracies and other accuracy information.
 AI7534
 AI7534.The horizontal coordinates were established by GPS observations
 AI7534.and adjusted by the National Geodetic Survey in June 2012.
 AI7534
 AI7534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7534.been affixed to the stable North American tectonic plate. See 
 AI7534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7534
 AI7534.The horizontal coordinates are valid at the epoch date displayed above
 AI7534.which is a decimal equivalence of Year/Month/Day.
 AI7534
 AI7534.The orthometric height was determined by GPS observations and a
 AI7534.high-resolution geoid model using precise GPS observation and
 AI7534.processing techniques.
 AI7534
 AI7534.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7534.GEOID18 height accuracy estimate available here.
 AI7534
 AI7534.Click photographs - Photos may exist for this station.
 AI7534
 AI7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7534
 AI7534.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7534
 AI7534.The ellipsoidal height was determined by GPS observations
 AI7534.and is referenced to NAD 83.
 AI7534
 AI7534. The following values were computed from the NAD 83(2011) position.
 AI7534
 AI7534;                    North         East     Units Scale Factor Converg.
 AI7534;SPC SD S     -   197,029.094   353,259.388   MT  0.99993731   -2 07 30.6
 AI7534;SPC SD S     -   646,419.62  1,158,985.18   sFT  0.99993731   -2 07 30.6
 AI7534;UTM  13      - 4,880,390.948   627,019.457   MT  0.99979843   +1 06 11.6
 AI7534
 AI7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7534!SPC SD S     -   0.99980229  x   0.99993731  =   0.99973961
 AI7534!UTM  13      -   0.99980229  x   0.99979843  =   0.99960076
 AI7534
 AI7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2701980390(NAD 83)
 AI7534
 AI7534                          SUPERSEDED SURVEY CONTROL
 AI7534
 AI7534  NAD 83(2007)-  44 03 56.45691(N)    103 24 50.26070(W) AD(2002.00) 0
 AI7534  ELLIP H (02/10/07) 1261.154  (m)                       GP(2002.00)    
 AI7534  ELLIP H (04/20/04) 1261.144  (m)                       GP(       ) 4 2
 AI7534  NAD 83(1996)-  44 03 56.45621(N)    103 24 50.26076(W) AD(       ) 1
 AI7534  ELLIP H (09/12/00) 1261.204  (m)                       GP(       ) 4 1
 AI7534
 AI7534.Superseded values are not recommended for survey control.
 AI7534
 AI7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7534.See file dsdata.pdf to determine how the superseded data were derived.
 AI7534
 AI7534_MARKER: DD = SURVEY DISK
 AI7534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7534_STAMPING: RCPC-3 LS6014 2000
 AI7534_MARK LOGO: SD2250
 AI7534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7534+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7534
 AI7534  HISTORY     - Date     Condition        Report By
 AI7534  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7534
 AI7534                          STATION DESCRIPTION
 AI7534
 AI7534'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7534'THE STATION IS LOCATED 9 MILES (14.5 KM) WEST OF RAPID CITY, SOUTH
 AI7534'DAKOTA ON HIGHWAY 44.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI7534'OMAHA STREET AND MT RUSHMORE ROAD, PROCEED WEST ALONG OMAHA STREET A
 AI7534'DISTANCE OF 1.1 MILES (1.8 KM) TO ITS INTERSECTION WITH MOUNTAIN VIEW
 AI7534'ROAD.  TURN LEFT AND PROCEED SOUTH ALONG MOUNTAIN VIEW ROAD A DISTANCE
 AI7534'OF 0.6 MILE (1.0 KM) TO ITS INTERSECTION WITH JACKSON BOULEVARD.  TURN
 AI7534'RIGHT AND PROCEED WEST ALONG JACKSON BOULEVARD/HIGHWAY44 A DISTANCE OF
 AI7534'10 MILES (16.1 KM) TO ITS INTERSECTION WITH FRENCH DRIVE.  PROCEED
 AI7534'WEST ALONG JACKSON BOULEVARD/HIGHWAY 44 A DISTANCE OF 300 FEET (91.4
 AI7534'M) TO ITS INTERSECTION WITH A DRIVEWAY WITH NO NAME AND THE STATION ON
 AI7534'THE RIGHT.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY
 AI7534'ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET FLUSH
 AI7534'WITH THE GROUND SURFACE AND STAMPED RCPC-3, LS6014, 2000.  THE STATION
 AI7534'IS LOCATED 16.6 FEET (5.1 M) AZIMUTH 8 DEGREES FROM THE TOP OF THE
 AI7534'WEST END OF AN 18 INCH CONCRETE PIPE, 25.3 FEET (7.7 M) AZIMUTH 165
 AI7534'DEGREES FROM A TWO INCH PINE TREE, 34.0 FEET (10.4 M) AZIMUTH 258
 AI7534'DEGREES FROM ROUTE 44 MAIL POST 370, 31.0 FEET (9.4 M) AZIMUTH 295
 AI7534'DEGREES FROM THE EAST END OF AN 18 INCH CMP PIPE, 26.5 FEET (8.1 M)
 AI7534'AZIMUTH 354 DEGREES FROM MAIL BOX NUMBER 11090, 29 FEET (8.8 M) NORTH
 AI7534'FROM THE EDGE OF PAVEMENT OF THE SHOULDER OF HIGHWAY 44, AND 20 FEET
 AI7534'(6.1 M) WEST FROM THE CENTERLINE OF A GRAVEL DRIVEWAY.  THE PIPE IS
 AI7534'DIFFERENT ON EACH END.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7535 ***********************************************************************
 AI7535  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7535  DESIGNATION -  RCPC 4
 AI7535  PID         -  AI7535
 AI7535  STATE/COUNTY-  SD/PENNINGTON
 AI7535  COUNTRY     -  US
 AI7535  USGS QUAD   -  BLACKHAWK (2017)
 AI7535
 AI7535                         *CURRENT SURVEY CONTROL
 AI7535  ______________________________________________________________________
 AI7535* NAD 83(2011) POSITION- 44 07 44.76787(N) 103 22 22.34980(W)   ADJUSTED
 AI7535* NAD 83(2011) ELLIP HT-  1259.089 (meters)        (06/27/12)   ADJUSTED
 AI7535* NAD 83(2011) EPOCH   -  2010.00
 AI7535* NAVD 88 ORTHO HEIGHT -  1274.13  (meters)     4180.2   (feet) GPS OBS
 AI7535  ______________________________________________________________________
 AI7535  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7535  GEOID HEIGHT    -        -14.954 (meters)                     GEOID99
 AI7535  GEOID HEIGHT    -        -15.032 (meters)                     GEOID18
 AI7535  NAD 83(2011) X  - -1,060,777.111 (meters)                     COMP
 AI7535  NAD 83(2011) Y  - -4,462,045.491 (meters)                     COMP
 AI7535  NAD 83(2011) Z  -  4,419,275.979 (meters)                     COMP
 AI7535  LAPLACE CORR    -        -15.27  (seconds)                    DEFLEC18
 AI7535
 AI7535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7535  Standards:
 AI7535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7535  -------------------------------------------------------------------
 AI7535  NETWORK    1.47   1.35           0.67   0.51   0.69      0.02038586
 AI7535  -------------------------------------------------------------------
 AI7535  Click here for local accuracies and other accuracy information.
 AI7535
 AI7535.The horizontal coordinates were established by GPS observations
 AI7535.and adjusted by the National Geodetic Survey in June 2012.
 AI7535
 AI7535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7535.been affixed to the stable North American tectonic plate. See 
 AI7535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7535
 AI7535.The horizontal coordinates are valid at the epoch date displayed above
 AI7535.which is a decimal equivalence of Year/Month/Day.
 AI7535
 AI7535.The orthometric height was determined by GPS observations and a
 AI7535.high-resolution geoid model using precise GPS observation and
 AI7535.processing techniques.
 AI7535
 AI7535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7535.GEOID18 height accuracy estimate available here.
 AI7535
 AI7535.Click photographs - Photos may exist for this station.
 AI7535
 AI7535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7535
 AI7535.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7535
 AI7535.The ellipsoidal height was determined by GPS observations
 AI7535.and is referenced to NAD 83.
 AI7535
 AI7535. The following values were computed from the NAD 83(2011) position.
 AI7535
 AI7535;                    North         East     Units Scale Factor Converg.
 AI7535;SPC SD S     -   203,949.543   356,806.483   MT  0.99994657   -2 05 48.6
 AI7535;SPC SD S     -   669,124.46  1,170,622.60   sFT  0.99994657   -2 05 48.6
 AI7535;UTM  13      - 4,887,499.232   630,170.659   MT  0.99980840   +1 07 59.1
 AI7535
 AI7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7535!SPC SD S     -   0.99980261  x   0.99994657  =   0.99974919
 AI7535!UTM  13      -   0.99980261  x   0.99980840  =   0.99961105
 AI7535
 AI7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3017087499(NAD 83)
 AI7535
 AI7535                          SUPERSEDED SURVEY CONTROL
 AI7535
 AI7535  NAD 83(2007)-  44 07 44.76774(N)    103 22 22.35092(W) AD(2002.00) 0
 AI7535  ELLIP H (02/10/07) 1259.118  (m)                       GP(2002.00)    
 AI7535  ELLIP H (04/20/04) 1259.107  (m)                       GP(       ) 4 2
 AI7535  NAD 83(1996)-  44 07 44.76706(N)    103 22 22.35096(W) AD(       ) 1
 AI7535  ELLIP H (09/12/00) 1259.170  (m)                       GP(       ) 4 1
 AI7535
 AI7535.Superseded values are not recommended for survey control.
 AI7535
 AI7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7535.See file dsdata.pdf to determine how the superseded data were derived.
 AI7535
 AI7535_MARKER: DD = SURVEY DISK
 AI7535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7535_STAMPING: RCPC-4 LS6014 2000
 AI7535_MARK LOGO: SD2250
 AI7535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7535+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7535
 AI7535  HISTORY     - Date     Condition        Report By
 AI7535  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7535
 AI7535                          STATION DESCRIPTION
 AI7535
 AI7535'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7535'THE STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHWEST OF RAPID CITY,
 AI7535'SOUTH DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA
 AI7535'STREET AND MT RUSHMORE ROAD, PROCEED WEST ALONG OMAHA STREET/WEST
 AI7535'CHICAGO STREET A DISTANCE OF 2.5 MILES (4.0 KM) TO ITS INTERSECTION
 AI7535'WITH STURGIS ROAD/HIGHWAY 79.  CONTINUE WEST ALONG WEST CHICAGO STREET
 AI7535'A DISTANCE OF 1.0 MILE (1.6 KM) TO ITS INTERSECTION WITH SOUTH CANYON
 AI7535'ROAD.  TURN RIGHT AND PROCEED NORTHWEST ALONG SOUTH CANYON ROAD/NEMO
 AI7535'ROAD A DISTANCE OF 4.7 MILES (7.6 KM) TO ITS INTERSECTION WITH POTTER
 AI7535'ROAD.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY
 AI7535'ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET FLUSH
 AI7535'WITH THE GROUND SURFACE AND STAMPED RCPC-4, LS6014, 2000.  THE STATION
 AI7535'IS LOCATED 50 FEET (15.2 M) AZIMUTH 0 DEGREES FROM THE CENTERLINE OF
 AI7535'NEMO ROAD, 7 FEET (2.1 M) AZIMUTH 190 DEGREES FROM A 6 X 6 CEMENT SLAB
 AI7535'WITH U.S.  WEST BOXES, 70 FEET (21.3 M) AZIMUTH 193 DEGREES FROM POWER
 AI7535'POLE WITH THE NUMBER 1066, 90 FEET (27.4 M) AZIMUTH 270 DEGREES FROM
 AI7535'THE CENTERLINE OF POTTER ROAD, AND 40 FEET (12.2 M) AZIMUTH 265
 AI7535'DEGREES FROM TELEPHONE POLE WITH THE NUMBER 718.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7536 ***********************************************************************
 AI7536  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7536  DESIGNATION -  RCPC 5
 AI7536  PID         -  AI7536
 AI7536  STATE/COUNTY-  SD/PENNINGTON
 AI7536  COUNTRY     -  US
 AI7536  USGS QUAD   -  ROCKERVILLE (2017)
 AI7536
 AI7536                         *CURRENT SURVEY CONTROL
 AI7536  ______________________________________________________________________
 AI7536* NAD 83(2011) POSITION- 43 57 19.93498(N) 103 16 48.20705(W)   ADJUSTED
 AI7536* NAD 83(2011) ELLIP HT-  1218.952 (meters)        (06/27/12)   ADJUSTED
 AI7536* NAD 83(2011) EPOCH   -  2010.00
 AI7536* NAVD 88 ORTHO HEIGHT -  1234.44  (meters)     4050.0   (feet) GPS OBS
 AI7536  ______________________________________________________________________
 AI7536  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7536  GEOID HEIGHT    -        -15.399 (meters)                     GEOID99
 AI7536  GEOID HEIGHT    -        -15.474 (meters)                     GEOID18
 AI7536  NAD 83(2011) X  - -1,056,621.036 (meters)                     COMP
 AI7536  NAD 83(2011) Y  - -4,476,780.942 (meters)                     COMP
 AI7536  NAD 83(2011) Z  -  4,405,382.594 (meters)                     COMP
 AI7536  LAPLACE CORR    -        -18.45  (seconds)                    DEFLEC18
 AI7536
 AI7536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7536  Standards:
 AI7536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7536  -------------------------------------------------------------------
 AI7536  NETWORK    1.40   1.55           0.64   0.48   0.79     -0.06182378
 AI7536  -------------------------------------------------------------------
 AI7536  Click here for local accuracies and other accuracy information.
 AI7536
 AI7536.The horizontal coordinates were established by GPS observations
 AI7536.and adjusted by the National Geodetic Survey in June 2012.
 AI7536
 AI7536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7536.been affixed to the stable North American tectonic plate. See 
 AI7536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7536
 AI7536.The horizontal coordinates are valid at the epoch date displayed above
 AI7536.which is a decimal equivalence of Year/Month/Day.
 AI7536
 AI7536.The orthometric height was determined by GPS observations and a
 AI7536.high-resolution geoid model using precise GPS observation and
 AI7536.processing techniques.
 AI7536
 AI7536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7536.GEOID18 height accuracy estimate available here.
 AI7536
 AI7536.Click photographs - Photos may exist for this station.
 AI7536
 AI7536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7536
 AI7536.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7536
 AI7536.The ellipsoidal height was determined by GPS observations
 AI7536.and is referenced to NAD 83.
 AI7536
 AI7536. The following values were computed from the NAD 83(2011) position.
 AI7536
 AI7536;                    North         East     Units Scale Factor Converg.
 AI7536;SPC SD S     -   184,410.005   363,545.597   MT  0.99992415   -2 01 58.1
 AI7536;SPC SD S     -   605,018.49  1,192,732.51   sFT  0.99992415   -2 01 58.1
 AI7536;UTM  13      - 4,868,372.394   637,998.586   MT  0.99983422   +1 11 38.4
 AI7536
 AI7536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7536!SPC SD S     -   0.99980890  x   0.99992415  =   0.99973306
 AI7536!UTM  13      -   0.99980890  x   0.99983422  =   0.99964315
 AI7536
 AI7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3799868372(NAD 83)
 AI7536
 AI7536                          SUPERSEDED SURVEY CONTROL
 AI7536
 AI7536  NAD 83(2007)-  43 57 19.93485(N)    103 16 48.20818(W) AD(2002.00) 0
 AI7536  ELLIP H (02/10/07) 1218.980  (m)                       GP(2002.00)    
 AI7536  ELLIP H (04/20/04) 1218.971  (m)                       GP(       ) 4 2
 AI7536  NAD 83(1996)-  43 57 19.93415(N)    103 16 48.20824(W) AD(       ) 1
 AI7536  ELLIP H (09/12/00) 1219.029  (m)                       GP(       ) 4 1
 AI7536
 AI7536.Superseded values are not recommended for survey control.
 AI7536
 AI7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7536.See file dsdata.pdf to determine how the superseded data were derived.
 AI7536
 AI7536_MARKER: DD = SURVEY DISK
 AI7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7536_STAMPING: RCPC-5 LS6014 2000
 AI7536_MARK LOGO: SD2250
 AI7536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7536+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7536
 AI7536  HISTORY     - Date     Condition        Report By
 AI7536  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7536
 AI7536                          STATION DESCRIPTION
 AI7536
 AI7536'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7536'THE STATION IS LOCATED 9 MILES (14.5 KM) SOUTH OF RAPID CITY, SOUTH
 AI7536'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7536'AND MT RUSHMORE ROAD, PROCEED SOUTH ALONG MT RUSHMORE ROAD/HIGHWAY 16
 AI7536'A DISTANCE OF 7.0 MILES (11.3 KM) TO ITS INTERSECTION WITH NECK YOKE
 AI7536'ROAD.  TURN LEFT AND PROCEED SOUTH ALONG NECK YOKE ROAD A DISTANCE OF
 AI7536'2.5 MILES (4.0 KM) TO THE STATION ON THE LEFT ON THE EAST SIDE OF THE
 AI7536'ROAD.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY
 AI7536'ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET 0.1 FEET
 AI7536'(3.0 CM) ABOVE THE GROUND SURFACE AND STAMPED RCPC-5, LS6014, 2000.
 AI7536'THE STATION IS LOCATED 24 FEET (7.3 M) AZIMUTH 90 DEGREES FROM THE
 AI7536'CENTER LINE OF NECK YOKE ROAD, 100 FEET (30.5 M) AZIMUTH 155 DEGREES
 AI7536'FROM A FOUR FOOT TREE STUMP, 120 FEET (36.6 M) AZIMUTH 260 DEGREES
 AI7536'FROM A LARGE PINE TREE, 40 FEET (12.2 M) AZIMUTH 30 DEGREES FROM THE
 AI7536'START OF CURVE IN NECK YOKE ROAD, AND 46 FEET (14.0 M) AZIMUTH 10
 AI7536'DEGREES FROM A 12 INCH CULVERT UNDER THE ROAD OF NECK YOKE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7537 ***********************************************************************
 AI7537  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7537  DESIGNATION -  RCPC 6
 AI7537  PID         -  AI7537
 AI7537  STATE/COUNTY-  SD/PENNINGTON
 AI7537  COUNTRY     -  US
 AI7537  USGS QUAD   -  RAPID CITY WEST (2017)
 AI7537
 AI7537                         *CURRENT SURVEY CONTROL
 AI7537  ______________________________________________________________________
 AI7537* NAD 83(2011) POSITION- 44 02 25.37876(N) 103 18 01.05530(W)   ADJUSTED
 AI7537* NAD 83(2011) ELLIP HT-  1164.607 (meters)        (06/27/12)   ADJUSTED
 AI7537* NAD 83(2011) EPOCH   -  2010.00
 AI7537* NAVD 88 ORTHO HEIGHT -  1179.97  (meters)     3871.3   (feet) GPS OBS
 AI7537  ______________________________________________________________________
 AI7537  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7537  GEOID HEIGHT    -        -15.272 (meters)                     GEOID99
 AI7537  GEOID HEIGHT    -        -15.349 (meters)                     GEOID18
 AI7537  NAD 83(2011) X  - -1,056,686.269 (meters)                     COMP
 AI7537  NAD 83(2011) Y  - -4,469,995.337 (meters)                     COMP
 AI7537  NAD 83(2011) Z  -  4,412,127.829 (meters)                     COMP
 AI7537  LAPLACE CORR    -        -16.00  (seconds)                    DEFLEC18
 AI7537
 AI7537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7537  Standards:
 AI7537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7537  -------------------------------------------------------------------
 AI7537  NETWORK    2.25   1.92           0.97   0.86   0.98      0.11622988
 AI7537  -------------------------------------------------------------------
 AI7537  Click here for local accuracies and other accuracy information.
 AI7537
 AI7537.The horizontal coordinates were established by GPS observations
 AI7537.and adjusted by the National Geodetic Survey in June 2012.
 AI7537
 AI7537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7537.been affixed to the stable North American tectonic plate. See 
 AI7537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7537
 AI7537.The horizontal coordinates are valid at the epoch date displayed above
 AI7537.which is a decimal equivalence of Year/Month/Day.
 AI7537
 AI7537.The orthometric height was determined by GPS observations and a
 AI7537.high-resolution geoid model using precise GPS observation and
 AI7537.processing techniques.
 AI7537
 AI7537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7537.GEOID18 height accuracy estimate available here.
 AI7537
 AI7537.Click photographs - Photos may exist for this station.
 AI7537
 AI7537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7537
 AI7537.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7537
 AI7537.The ellipsoidal height was determined by GPS observations
 AI7537.and is referenced to NAD 83.
 AI7537
 AI7537. The following values were computed from the NAD 83(2011) position.
 AI7537
 AI7537;                    North         East     Units Scale Factor Converg.
 AI7537;SPC SD S     -   193,888.497   362,259.191   MT  0.99993396   -2 02 48.3
 AI7537;SPC SD S     -   636,115.84  1,188,512.03   sFT  0.99993396   -2 02 48.3
 AI7537;UTM  13      - 4,877,762.504   636,180.725   MT  0.99982809   +1 10 54.3
 AI7537
 AI7537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7537!SPC SD S     -   0.99981742  x   0.99993396  =   0.99975139
 AI7537!UTM  13      -   0.99981742  x   0.99982809  =   0.99964554
 AI7537
 AI7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3618077762(NAD 83)
 AI7537
 AI7537                          SUPERSEDED SURVEY CONTROL
 AI7537
 AI7537  NAD 83(2007)-  44 02 25.37863(N)    103 18 01.05642(W) AD(2002.00) 0
 AI7537  ELLIP H (02/10/07) 1164.635  (m)                       GP(2002.00)    
 AI7537  ELLIP H (04/20/04) 1164.624  (m)                       GP(       ) 4 2
 AI7537  NAD 83(1996)-  44 02 25.37794(N)    103 18 01.05649(W) AD(       ) 1
 AI7537  ELLIP H (09/12/00) 1164.684  (m)                       GP(       ) 4 1
 AI7537
 AI7537.Superseded values are not recommended for survey control.
 AI7537
 AI7537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7537.See file dsdata.pdf to determine how the superseded data were derived.
 AI7537
 AI7537_MARKER: DD = SURVEY DISK
 AI7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7537_STAMPING: RCPC-6 LS6014 2000
 AI7537_MARK LOGO: SD2250
 AI7537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7537+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7537
 AI7537  HISTORY     - Date     Condition        Report By
 AI7537  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7537
 AI7537                          STATION DESCRIPTION
 AI7537
 AI7537'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7537'THE STATION IS LOCATED IN RAPID CITY, SOUTH DAKOTA.  TO REACH THE
 AI7537'STATION FROM THE INTERSECTION OF OMAHA STREET AND MT RUSHMORE ROAD,
 AI7537'PROCEED WEST ALONG OMAHA STREET A DISTANCE OF 1.1 MILES (1.8 KM) TO
 AI7537'ITS INTERSECTION WITH MOUNTAIN VIEW ROAD.  TURN LEFT AND PROCEED SOUTH
 AI7537'ALONG MOUNTAIN VIEW ROAD A DISTANCE OF 0.6 MILE (1.0 KM) TO ITS
 AI7537'INTERSECTION WITH JACKSON BOULEVARD.  TURN RIGHT AND PROCEED WEST
 AI7537'ALONG JACKSON BOULEVARD A DISTANCE OF 0.6 MILE (1.0 KM) TO ITS
 AI7537'INTERSECTION WITH SHERIDAN LAKE ROAD.  TURN LEFT AND PROCEED SOUTH
 AI7537'ALONG SHERIDAN LAKE ROAD A DISTANCE OF 2.4 MILES (3.9 KM) TO ITS
 AI7537'INTERSECTION WITH CORRAL DRIVE.  TURN RIGHT AND PROCEED WEST ALONG
 AI7537'CORRAL DRIVE 1.15 MILES (1.85 KM) TO ITS INTERSECTION WITH CARRIAGE
 AI7537'HILLS DRIVE.  TURN RIGHT AND PROCEED NORTH ALONG CARRIAGE HILLS DRIVE
 AI7537'A DISTANCE OF 0.15 MILE (0.24 KM) TO ITS INTERSECTION WITH SOUTH
 AI7537'GLENVIEW PLACE.  TURN LEFT AND PROCEED NORTHWEST ALONG SOUTH GLENVIEW
 AI7537'PLACE A DISTANCE OF 0.5 MILE (0.8 KM) TO THE STATION APPROXIMATELY TWO
 AI7537'FEET SOUTHWEST OF LANDSCAPE BOX AT THE TURNAROUND AT THE END OF THE
 AI7537'STREET.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY
 AI7537'ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET FLUSH
 AI7537'WITH THE GROUND SURFACE AND STAMPED RCPC-6, LS6014, 2000.  THE STATION
 AI7537'IS LOCATED 36 FEET (11.0 M) AZIMUTH 130 DEGREES FROM A MAILBOX/LIGHT
 AI7537'POLE COMBINATION, 2.5 FEET (0.8 M) AZIMUTH 235 DEGREES FROM THE
 AI7537'SOUTHWEST EDGE OF A LANDSCAPE BOX IN THE CUL-DE-SAC, 45 FEET (13.7 M)
 AI7537'AZIMUTH 315 DEGREES FROM A CONIFER TREE WHICH IS APPROXIMATELY 7 FEET
 AI7537'(2.1 M) FROM THE EDGE OF PAVEMENT, AND 24 FEET (7.3 M) FROM THE EDGE
 AI7537'OF PAVEMENT OF WEST GLENVIEW PLACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7538 ***********************************************************************
 AI7538  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7538  DESIGNATION -  RCPC 7
 AI7538  PID         -  AI7538
 AI7538  STATE/COUNTY-  SD/PENNINGTON
 AI7538  COUNTRY     -  US
 AI7538  USGS QUAD   -  RAPID CITY WEST (2017)
 AI7538
 AI7538                         *CURRENT SURVEY CONTROL
 AI7538  ______________________________________________________________________
 AI7538* NAD 83(2011) POSITION- 44 06 46.82481(N) 103 18 28.57881(W)   ADJUSTED
 AI7538* NAD 83(2011) ELLIP HT-  1082.453 (meters)        (06/27/12)   ADJUSTED
 AI7538* NAD 83(2011) EPOCH   -  2010.00
 AI7538* NAVD 88 ORTHO HEIGHT -  1097.83  (meters)     3601.8   (feet) GPS OBS
 AI7538  ______________________________________________________________________
 AI7538  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7538  GEOID HEIGHT    -        -15.297 (meters)                     GEOID99
 AI7538  GEOID HEIGHT    -        -15.373 (meters)                     GEOID18
 AI7538  NAD 83(2011) X  - -1,055,976.813 (meters)                     COMP
 AI7538  NAD 83(2011) Y  - -4,464,333.311 (meters)                     COMP
 AI7538  NAD 83(2011) Z  -  4,417,868.917 (meters)                     COMP
 AI7538  LAPLACE CORR    -        -15.53  (seconds)                    DEFLEC18
 AI7538
 AI7538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7538  Standards:
 AI7538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7538  -------------------------------------------------------------------
 AI7538  NETWORK    1.03   1.33           0.47   0.36   0.68     -0.02104859
 AI7538  -------------------------------------------------------------------
 AI7538  Click here for local accuracies and other accuracy information.
 AI7538
 AI7538.The horizontal coordinates were established by GPS observations
 AI7538.and adjusted by the National Geodetic Survey in June 2012.
 AI7538
 AI7538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7538.been affixed to the stable North American tectonic plate. See 
 AI7538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7538
 AI7538.The horizontal coordinates are valid at the epoch date displayed above
 AI7538.which is a decimal equivalence of Year/Month/Day.
 AI7538
 AI7538.The orthometric height was determined by GPS observations and a
 AI7538.high-resolution geoid model using precise GPS observation and
 AI7538.processing techniques.
 AI7538
 AI7538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7538.GEOID18 height accuracy estimate available here.
 AI7538
 AI7538.Click photographs - Photos may exist for this station.
 AI7538
 AI7538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7538
 AI7538.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7538
 AI7538.The ellipsoidal height was determined by GPS observations
 AI7538.and is referenced to NAD 83.
 AI7538
 AI7538. The following values were computed from the NAD 83(2011) position.
 AI7538
 AI7538;                    North         East     Units Scale Factor Converg.
 AI7538;SPC SD S     -   201,974.256   361,935.758   MT  0.99994410   -2 03 07.3
 AI7538;SPC SD S     -   662,643.87  1,187,450.90   sFT  0.99994410   -2 03 07.3
 AI7538;UTM  13      - 4,885,816.301   635,402.409   MT  0.99982549   +1 10 40.7
 AI7538
 AI7538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7538!SPC SD S     -   0.99983030  x   0.99994410  =   0.99977441
 AI7538!UTM  13      -   0.99983030  x   0.99982549  =   0.99965582
 AI7538
 AI7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3540285816(NAD 83)
 AI7538
 AI7538                          SUPERSEDED SURVEY CONTROL
 AI7538
 AI7538  NAD 83(2007)-  44 06 46.82468(N)    103 18 28.57992(W) AD(2002.00) 0
 AI7538  ELLIP H (02/10/07) 1082.481  (m)                       GP(2002.00)    
 AI7538  ELLIP H (04/20/04) 1082.469  (m)                       GP(       ) 4 2
 AI7538  NAD 83(1996)-  44 06 46.82401(N)    103 18 28.57998(W) AD(       ) 1
 AI7538  ELLIP H (09/12/00) 1082.529  (m)                       GP(       ) 4 1
 AI7538
 AI7538.Superseded values are not recommended for survey control.
 AI7538
 AI7538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7538.See file dsdata.pdf to determine how the superseded data were derived.
 AI7538
 AI7538_MARKER: DD = SURVEY DISK
 AI7538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7538_STAMPING: RCPC-7 LS6014 2000
 AI7538_MARK LOGO: SD2250
 AI7538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7538+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7538
 AI7538  HISTORY     - Date     Condition        Report By
 AI7538  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7538
 AI7538                          STATION DESCRIPTION
 AI7538
 AI7538'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7538'THE STATION IS LOCATED IN RAPID CITY, SOUTH DAKOTA.  TO REACH THE
 AI7538'STATION FROM THE INTERSECTION OF OMAHA STREET AND MT RUSHMORE ROAD,
 AI7538'PROCEED WEST ALONG OMAHA STREET/WEST CHICAGO STREET A DISTANCE OF 2.5
 AI7538'MILES (4.0 KM) TO ITS INTERSECTION WITH STURGIS ROAD/HIGHWAY 79. TURN
 AI7538'RIGHT AND PROCEED NORTH ALONG STURGIS ROAD/HIGHWAY 79 A DISTANCE OF
 AI7538'1.8 MILES (2.9 KM) TO ITS INTERSECTION WITH HIDDEN VALLEY ROAD. TURN
 AI7538'LEFT AND PROCEED WEST ALONG HIDDEN VALLEY ROAD A DISTANCE OF 0.9 MILE
 AI7538'(1.4 KM) TO ITS INTERSECTION WITH HIDDEN VALLEY LANE.  TURN RIGHT AND
 AI7538'PROCEED NORTH ALONG HIDDEN VALLEY LANE A DISTANCE OF 0.1 MILE (0.2 KM)
 AI7538'TO THE STATION ON THE RIGHT IN THE FENCE CORNER WHERE THE STREET ENDS.
 AI7538'THE STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY ALUMINUM DISK
 AI7538'SET IN A POURED IN PLACE CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 AI7538'AND STAMPED RCPC-7, LS6014, 2000.  THE STATION IS LOCATED 27 FEET (8.2
 AI7538'M) AZIMUTH 90 DEGREES FROM THE CENTERLINE OF HIDDEN VALLEY LANE, 53
 AI7538'FEET (16.2 M) AZIMUTH 100 DEGREES FROM A UTILITY POLE, 15 FEET (4.6 M)
 AI7538'AZIMUTH 180 DEGREES FROM A BARBED WIRE FENCE, 18 FEET (5.5 M) AZIMUTH
 AI7538'210 DEGREES FROM THE CORNER POST OF A BARBED WIRE FENCE, 10 FEET (3.0
 AI7538'M) AZIMUTH 270 DEGREES FROM A BARBED WIRE FENCE, AND 20 FEET (6.1 M)
 AI7538'NORTH FROM THE EDGE OF HIDDEN VALLEY ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7539 ***********************************************************************
 AI7539  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7539  DESIGNATION -  RCPC 8
 AI7539  PID         -  AI7539
 AI7539  STATE/COUNTY-  SD/PENNINGTON
 AI7539  COUNTRY     -  US
 AI7539  USGS QUAD   -  RAPID CITY WEST (2017)
 AI7539
 AI7539                         *CURRENT SURVEY CONTROL
 AI7539  ______________________________________________________________________
 AI7539* NAD 83(2011) POSITION- 44 00 30.46783(N) 103 15 04.48635(W)   ADJUSTED
 AI7539* NAD 83(2011) ELLIP HT-  1148.037 (meters)        (06/27/12)   ADJUSTED
 AI7539* NAD 83(2011) EPOCH   -  2010.00
 AI7539* NAVD 88 ORTHO HEIGHT -  1163.71  (meters)     3817.9   (feet) GPS OBS
 AI7539  ______________________________________________________________________
 AI7539  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7539  GEOID HEIGHT    -        -15.573 (meters)                     GEOID99
 AI7539  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 AI7539  NAD 83(2011) X  - -1,053,421.792 (meters)                     COMP
 AI7539  NAD 83(2011) Y  - -4,473,286.287 (meters)                     COMP
 AI7539  NAD 83(2011) Z  -  4,409,565.629 (meters)                     COMP
 AI7539  LAPLACE CORR    -        -16.51  (seconds)                    DEFLEC18
 AI7539
 AI7539  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7539  Standards:
 AI7539         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7539            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7539  -------------------------------------------------------------------
 AI7539  NETWORK    1.39   1.49           0.62   0.51   0.76      0.04968970
 AI7539  -------------------------------------------------------------------
 AI7539  Click here for local accuracies and other accuracy information.
 AI7539
 AI7539.The horizontal coordinates were established by GPS observations
 AI7539.and adjusted by the National Geodetic Survey in June 2012.
 AI7539
 AI7539.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7539.been affixed to the stable North American tectonic plate. See 
 AI7539.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7539
 AI7539.The horizontal coordinates are valid at the epoch date displayed above
 AI7539.which is a decimal equivalence of Year/Month/Day.
 AI7539
 AI7539.The orthometric height was determined by GPS observations and a
 AI7539.high-resolution geoid model using precise GPS observation and
 AI7539.processing techniques.
 AI7539
 AI7539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7539.GEOID18 height accuracy estimate available here.
 AI7539
 AI7539.Click photographs - Photos may exist for this station.
 AI7539
 AI7539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7539
 AI7539.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7539
 AI7539.The ellipsoidal height was determined by GPS observations
 AI7539.and is referenced to NAD 83.
 AI7539
 AI7539. The following values were computed from the NAD 83(2011) position.
 AI7539
 AI7539;                    North         East     Units Scale Factor Converg.
 AI7539;SPC SD S     -   190,205.008   366,063.094   MT  0.99993001   -2 00 46.5
 AI7539;SPC SD S     -   624,030.93  1,200,992.00   sFT  0.99993001   -2 00 46.5
 AI7539;UTM  13      - 4,874,299.413   640,185.638   MT  0.99984170   +1 12 54.6
 AI7539
 AI7539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7539!SPC SD S     -   0.99982001  x   0.99993001  =   0.99975004
 AI7539!UTM  13      -   0.99982001  x   0.99984170  =   0.99966174
 AI7539
 AI7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4018574299(NAD 83)
 AI7539
 AI7539                          SUPERSEDED SURVEY CONTROL
 AI7539
 AI7539  NAD 83(2007)-  44 00 30.46770(N)    103 15 04.48747(W) AD(2002.00) 0
 AI7539  ELLIP H (02/10/07) 1148.065  (m)                       GP(2002.00)    
 AI7539  ELLIP H (04/20/04) 1148.053  (m)                       GP(       ) 4 2
 AI7539  NAD 83(1996)-  44 00 30.46703(N)    103 15 04.48754(W) AD(       ) 1
 AI7539  ELLIP H (09/12/00) 1148.112  (m)                       GP(       ) 4 1
 AI7539
 AI7539.Superseded values are not recommended for survey control.
 AI7539
 AI7539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7539.See file dsdata.pdf to determine how the superseded data were derived.
 AI7539
 AI7539_MARKER: DD = SURVEY DISK
 AI7539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7539_STAMPING: RCPC-8 LS6014 2000
 AI7539_MARK LOGO: SD2250
 AI7539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7539+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI7539
 AI7539  HISTORY     - Date     Condition        Report By
 AI7539  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7539
 AI7539                          STATION DESCRIPTION
 AI7539
 AI7539'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7539'THE STATION IS LOCATED 4 MILES (6.4 KM) SOUTH OF RAPID CITY, SOUTH
 AI7539'DAKOTA.  TO REACH THE STATION FROM THE INTERSECTION OF OMAHA STREET
 AI7539'AND MT RUSHMORE ROAD PROCEED SOUTH ALONG MT RUSHMORE ROAD A DISTANCE
 AI7539'OF 5.6 MILES (9.0 KM) TO THE SECTION LINE.  TURN LEFT AND PROCEED EAST
 AI7539'TO RIGHT-OF-WAY FENCE LINE.  TURN RIGHT AND PROCEED SOUTH ALONG
 AI7539'RIGHT-OF-WAY FENCE LINE A DISTANCE OF 0.1 MILE (0.2 KM) TO THE
 AI7539'STATION.  THE STATION IS A STANDARD RAPID CITY - PENNINGTON COUNTY
 AI7539'ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET FLUSH
 AI7539'WITH THE GROUND SURFACE AND STAMPED RCPC-8, LS6014, 2000.  THE STATION
 AI7539'IS LOCATED 75.7 FEET (23.1 M) AZIMUTH 20 DEGREES FROM A CABLE TV FIBER
 AI7539'OPTIC WARNING SIGN, 12 FEET (3.7 M) AZIMUTH 270 DEGREES FROM A
 AI7539'RIGHT-OF-WAY FENCE LINE, AN AZIMUTH OF 285 DEGREES FROM A POWER POLE
 AI7539'WITH GUY WIRE (NO NUMBER) , 23.3 FEET (7.1 M) AZIMUTH 327 DEGREES FROM
 AI7539'A POWER POLE WITH NO NUMBER, AND 76 FEET (23.2 M) EAST FROM THE EDGE
 AI7539'OF PAVEMENT OF THE NORTH BOUND LANES OF STATE ROUTE 16.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI7540 ***********************************************************************
 AI7540  HT_MOD      -  This is a Height Modernization Survey Station.
 AI7540  DESIGNATION -  RCPC 9
 AI7540  PID         -  AI7540
 AI7540  STATE/COUNTY-  SD/PENNINGTON
 AI7540  COUNTRY     -  US
 AI7540  USGS QUAD   -  RAPID CITY EAST (2017)
 AI7540
 AI7540                         *CURRENT SURVEY CONTROL
 AI7540  ______________________________________________________________________
 AI7540* NAD 83(2011) POSITION- 44 04 38.43402(N) 103 14 45.48182(W)   ADJUSTED
 AI7540* NAD 83(2011) ELLIP HT-  1077.213 (meters)        (06/27/12)   ADJUSTED
 AI7540* NAD 83(2011) EPOCH   -  2010.00
 AI7540* NAVD 88 ORTHO HEIGHT -  1092.93  (meters)     3585.7   (feet) GPS OBS
 AI7540  ______________________________________________________________________
 AI7540  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI7540  GEOID HEIGHT    -        -15.627 (meters)                     GEOID99
 AI7540  GEOID HEIGHT    -        -15.711 (meters)                     GEOID18
 AI7540  NAD 83(2011) X  - -1,051,778.631 (meters)                     COMP
 AI7540  NAD 83(2011) Y  - -4,468,153.792 (meters)                     COMP
 AI7540  NAD 83(2011) Z  -  4,415,018.776 (meters)                     COMP
 AI7540  LAPLACE CORR    -        -15.74  (seconds)                    DEFLEC18
 AI7540
 AI7540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7540  Standards:
 AI7540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7540  -------------------------------------------------------------------
 AI7540  NETWORK    1.06   1.35           0.49   0.35   0.69     -0.10567273
 AI7540  -------------------------------------------------------------------
 AI7540  Click here for local accuracies and other accuracy information.
 AI7540
 AI7540.The horizontal coordinates were established by GPS observations
 AI7540.and adjusted by the National Geodetic Survey in June 2012.
 AI7540
 AI7540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7540.been affixed to the stable North American tectonic plate. See 
 AI7540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7540
 AI7540.The horizontal coordinates are valid at the epoch date displayed above
 AI7540.which is a decimal equivalence of Year/Month/Day.
 AI7540
 AI7540.The orthometric height was determined by GPS observations and a
 AI7540.high-resolution geoid model using precise GPS observation and
 AI7540.processing techniques.
 AI7540
 AI7540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7540.GEOID18 height accuracy estimate available here.
 AI7540
 AI7540.Click photographs - Photos may exist for this station.
 AI7540
 AI7540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7540
 AI7540.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7540
 AI7540.The ellipsoidal height was determined by GPS observations
 AI7540.and is referenced to NAD 83.
 AI7540
 AI7540. The following values were computed from the NAD 83(2011) position.
 AI7540
 AI7540;                    North         East     Units Scale Factor Converg.
 AI7540;SPC SD S     -   197,838.357   366,754.478   MT  0.99993892   -2 00 33.4
 AI7540;SPC SD S     -   649,074.68  1,203,260.32   sFT  0.99993892   -2 00 33.4
 AI7540;UTM  13      - 4,881,958.880   640,445.954   MT  0.99984260   +1 13 13.3
 AI7540
 AI7540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7540!SPC SD S     -   0.99983112  x   0.99993892  =   0.99977005
 AI7540!UTM  13      -   0.99983112  x   0.99984260  =   0.99967374
 AI7540
 AI7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4044581958(NAD 83)
 AI7540
 AI7540                          SUPERSEDED SURVEY CONTROL
 AI7540
 AI7540  NAD 83(2007)-  44 04 38.43389(N)    103 14 45.48294(W) AD(2002.00) 0
 AI7540  ELLIP H (02/10/07) 1077.242  (m)                       GP(2002.00)    
 AI7540  ELLIP H (04/20/04) 1077.228  (m)                       GP(       ) 4 2
 AI7540  NAD 83(1996)-  44 04 38.43323(N)    103 14 45.48298(W) AD(       ) 1
 AI7540  ELLIP H (09/12/00) 1077.287  (m)                       GP(       ) 4 1
 AI7540
 AI7540.Superseded values are not recommended for survey control.
 AI7540
 AI7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7540.See file dsdata.pdf to determine how the superseded data were derived.
 AI7540
 AI7540_MARKER: DD = SURVEY DISK
 AI7540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7540_STAMPING: RCPC-9 LS6014 2000
 AI7540_MARK LOGO: SD2250
 AI7540_PROJECTION: FLUSH
 AI7540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI7540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7540+STABILITY: SURFACE MOTION
 AI7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7540+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2018
 AI7540
 AI7540  HISTORY     - Date     Condition        Report By
 AI7540  HISTORY     - 2000     MONUMENTED       GEOMET
 AI7540  HISTORY     - 20180727 GOOD             NPS
 AI7540
 AI7540                          STATION DESCRIPTION
 AI7540
 AI7540'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AI7540'THE STATION IS LOCATED IN RAPID CITY, SOUTH DAKOTA.  TO REACH THE
 AI7540'STATION FROM THE INTERSECTION OF OMAHA STREET AND MT RUSHMORE ROAD,
 AI7540'PROCEED SOUTH ALONG MT RUSHMORE ROAD A DISTANCE OF 0.4 MILE (0.6 KM)
 AI7540'TO ITS INTERSECTION WITH QUINCY STREET.  TURN RIGHT AND PROCEED WEST
 AI7540'ALONG QUINCY STREET/SKYLINE DRIVE A DISTANCE OF 1.2 MILES (1.9 KM) TO
 AI7540'ITS INTERSECTION WITH DINOSAUR PARK.  PARK IN THE PARKING LOT AND HIKE
 AI7540'UP THE STEPS TO THE DINOSAUR.  THE POINT IS SOUTH OF THE DINOSAUR.
 AI7540'WALK ALONG THE WALKING PATH APPROXIMATELY 300 FEET (91.4 M) TO THE
 AI7540'STATION ON THE RIGHT.  THE STATION IS A STANDARD RAPID CITY -
 AI7540'PENNINGTON COUNTY ALUMINUM DISK SET IN A POURED IN PLACE CONCRETE
 AI7540'MONUMENT SET FLUSH WITH THE GROUND SURFACE AND STAMPED RCPC-9, LS6014,
 AI7540'2000.  THE STATION IS LOCATED 120 FEET (36.6 M) AZIMUTH 10 DEGREES
 AI7540'FROM A RADIO TOWER, 6 FEET (1.8 M) SOUTH FROM A ROCK OUTCROPPING, 70
 AI7540'FEET (21.3 M) SOUTH FROM A CLUMP OF EIGHT TREES, 135 FEET (41.1 M)
 AI7540'SOUTH FROM A FLAG POLE, AND 195 FEET (59.4 M) SOUTH FROM A LARGE
 AI7540'DINOSAUR.
 AI7540
 AI7540                          STATION RECOVERY (2018)
 AI7540
 AI7540'RECOVERY NOTE BY NATIONAL PARK SERVICE 2018 (JSM)
 AI7540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0754 ***********************************************************************
 OT0754  DESIGNATION -  READ
 OT0754  PID         -  OT0754
 OT0754  STATE/COUNTY-  SD/SHANNON
 OT0754  COUNTRY     -  US
 OT0754  USGS QUAD   -  EVERGREEN NE (2017)
 OT0754
 OT0754                         *CURRENT SURVEY CONTROL
 OT0754  ______________________________________________________________________
 OT0754* NAD 83(1996) POSITION- 43 27 21.43219(N) 102 18 53.59166(W)   ADJUSTED
 OT0754* NAVD 88 ORTHO HEIGHT -  1016.3   (meters)     3334.    (feet) VERTCON3
 OT0754  ______________________________________________________________________
 OT0754  GEOID HEIGHT    -        -18.731 (meters)                     GEOID18
 OT0754  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 OT0754  HORZ ORDER      -  FIRST
 OT0754
 OT0754.The horizontal coordinates were established by classical geodetic methods
 OT0754.and adjusted by the National Geodetic Survey in January 1998.
 OT0754
 OT0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0754
 OT0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0754.GEOID18 height accuracy estimate available here.
 OT0754
 OT0754.Click photographs - Photos may exist for this station.
 OT0754
 OT0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0754
 OT0754. The following values were computed from the NAD 83(1996) position.
 OT0754
 OT0754;                    North         East     Units Scale Factor Converg.
 OT0754;SPC SD S     -   126,625.765   439,651.610   MT  0.99991087   -1 22 01.1
 OT0754;SPC SD S     -   415,438.03  1,442,423.66   sFT  0.99991087   -1 22 01.1
 OT0754;UTM  13      - 4,814,952.111   717,238.335   MT  1.00018054   +1 50 51.1
 OT0754
 OT0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0754!SPC SD S     -   0.99984359  x   0.99991087  =   0.99975448
 OT0754!UTM  13      -   0.99984359  x   1.00018054  =   1.00002410
 OT0754
 OT0754:                Primary Azimuth Mark                     Grid Az
 OT0754:SPC SD S     -  READ AZ MK                               171 56 15.5
 OT0754:UTM  13      -  READ AZ MK                               168 43 23.3
 OT0754
 OT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1723814952(NAD 83)
 OT0754
 OT0754|---------------------------------------------------------------------|
 OT0754| PID    Reference Object                     Distance      Geod. Az  |
 OT0754|                                                           dddmmss.s |
 OT0754| CQ4751 READ RM 1                            27.560 METERS 14045     |
 OT0754| CQ4750 READ AZ MK                                         1703414.4 |
 OT0754| CQ4752 READ RM 2                                          24313     |
 OT0754|---------------------------------------------------------------------|
 OT0754
 OT0754                          SUPERSEDED SURVEY CONTROL
 OT0754
 OT0754  NAD 83(1995)-  43 27 21.42911(N)    102 18 53.59374(W) AD(       ) 1
 OT0754  NAD 83(1993)-  43 27 21.42273(N)    102 18 53.59318(W) AD(       ) 1
 OT0754  NAD 83(1986)-  43 27 21.42069(N)    102 18 53.59415(W) AD(       ) 1
 OT0754  NAD 27      -  43 27 21.45400(N)    102 18 52.01200(W) AD(       ) 1
 OT0754  NGVD 29 (07/19/86) 1015.8    (m)         3333.     (f) VERT ANG       
 OT0754
 OT0754.Superseded values are not recommended for survey control.
 OT0754
 OT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0754.See file dsdata.pdf to determine how the superseded data were derived.
 OT0754
 OT0754_MARKER: DS = TRIANGULATION STATION DISK
 OT0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0754_STAMPING: READ 1934
 OT0754_MARK LOGO: CGS
 OT0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0754+STABILITY: SURFACE MOTION
 OT0754
 OT0754  HISTORY     - Date     Condition        Report By
 OT0754  HISTORY     - 1934     MONUMENTED       CGS
 OT0754
 OT0754                          STATION DESCRIPTION
 OT0754
 OT0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0754'THIS STATION IS ABOUT 10-1/2 MILES ESE OF ROCKY FORD, ON THE
 OT0754'EVIDENT HIGHEST POINT OF THE DIVIDE BETWEEN PORCUPINE AND
 OT0754'MEDICINE ROOT CREEKS, IN PASTURE LAND OF ROLLING HILLS AND RIDGES,
 OT0754'6 MILES NE OF READS RANCH BUILDINGS ON PORCUPINE CREEK, 225
 OT0754'FEET W OF A DIM RANCH ROAD.  THE MARK PROJECTS 2 INCHES.
 OT0754'
 OT0754'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0754'BRONZE DISKS SET IN CONCRETE.
 OT0754'
 OT0754'REFERENCE MARK NO. 1 IS SE OF STATION, 125-1/2 FEET W OF A
 OT0754'DIM RANCH ROAD AND PROJECTS 4 INCHES.
 OT0754'
 OT0754'REFERENCE MARK NO. 2 IS WSW OF STATION.  IT IS ON THE SW SLOPE
 OT0754'OF HILL ON WHICH STATION IS LOCATED, AND PROJECTS 4 INCHES.
 OT0754'
 OT0754'AZIMUTH MARK IS S OF STATION ON FIRST RIDGE, 63 FEET W OF DIM
 OT0754'RANCH ROAD AND PROJECTS 4 INCHES.
 OT0754'
 OT0754'THE STATION IS REACHED FROM ROCKY FORD POST OFFICE AND STORE,
 OT0754'BY GOING EASTERLY UPHILL 0.4 MILE, THEN S ON MAIN GRADED ROAD
 OT0754'FOR 1.4 MILES, THEN TAKE LEFT FORK ON GRADED ROAD SOUTHEASTERLY
 OT0754'UP PORCUPINE CREEK AT A SIGN SCENIC 24 MILES, AND GO 9.7 MILES
 OT0754'TO A POINT WHERE GRADED ROAD TURNS OFF DUE E AND MAIN ROAD
 OT0754'CONTINUES ON SOUTHEASTERLY AT A MAIL BOX IN THE NE CORNER
 OT0754'OF THE INTERSECTION (READS RANCH BUILDINGS ARE NW 1/3 MILE).
 OT0754'LEAVE MAIN ROAD AND DRIVE DUE E ON GRADED ROAD 5.1 MILES.
 OT0754'HERE ROAD CROSSES THE TOP OF A DIVIDE.  CONTINUE E 100 YARDS,
 OT0754'THEN LEAVE GRADE AND TURN N ON PLAIN TRACKS AND FOLLOW IN A
 OT0754'NORTHERLY DIRECTION ALONG THE TOP OF DIVIDE 0.5 MILE.  THEN
 OT0754'RIGHT FORK ON MAIN ROAD ALONG DIVIDE FOR 1.3 MILES TO A DIM
 OT0754'CROSS ROAD.  (THERE IS AN INDIAN ALLOTMENT PIPE ABOUT 40
 OT0754'YARDS N OF THIS INTERSECTION).  CONTINUE N ON MAIN ROAD
 OT0754'ALONG DIVIDE FOR 2.2 MILES.  THEN LEFT FORK N 0.1 MILE,
 OT0754'CROSS ROAD AND CONTINUE N (THERE ARE TREES IN A COULEE
 OT0754'100 YARDS NW OF THIS INTERSECTION) FOR 0.5 MILE TO A SMALL DRY
 OT0754'LAKE BED ON LEFT SIDE OF ROAD.  CONTINUE 0.15 MILE TO TOP
 OT0754'OF RIDGE.  LEAVE ROAD AND DRIVE UP RIDGE 0.05 MILE NW TO
 OT0754'HIGHEST POINT AND STATION.
 OT0754'
 OT0754'A 4-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2019 ***********************************************************************
 PU2019  DESIGNATION -  REAL
 PU2019  PID         -  PU2019
 PU2019  STATE/COUNTY-  SD/BUTTE
 PU2019  COUNTRY     -  US
 PU2019  USGS QUAD   -  SAINT ONGE (2017)
 PU2019
 PU2019                         *CURRENT SURVEY CONTROL
 PU2019  ______________________________________________________________________
 PU2019* NAD 83(1986) POSITION- 44 37 00.     (N) 103 41 18.     (W)   SCALED
 PU2019* NAVD 88 ORTHO HEIGHT -   930.291 (meters)     3052.13  (feet) ADJUSTED
 PU2019  ______________________________________________________________________
 PU2019  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 PU2019  DYNAMIC HEIGHT  -        930.032 (meters)     3051.28  (feet) COMP
 PU2019  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 PU2019
 PU2019  VERT ORDER      -  SECOND    CLASS 0
 PU2019
 PU2019.The horizontal coordinates were scaled from a map and have
 PU2019.an estimated accuracy of +/- 6 seconds.
 PU2019
 PU2019.The orthometric height was determined by differential leveling and
 PU2019.adjusted by the NATIONAL GEODETIC SURVEY
 PU2019.in June 1991.
 PU2019
 PU2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2019.GEOID18 height accuracy estimate available here.
 PU2019
 PU2019.Click photographs - Photos may exist for this station.
 PU2019
 PU2019.The dynamic height is computed by dividing the NAVD 88
 PU2019.geopotential number by the normal gravity value computed on the
 PU2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2019.degrees latitude (g = 980.6199 gals.).
 PU2019
 PU2019.The modeled gravity was interpolated from observed gravity values.
 PU2019
 PU2019;                    North         East    Units  Estimated Accuracy
 PU2019;SPC SD N     -    93,710.      307,370.      MT  (+/- 180 meters Scaled)
 PU2019
 PU2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK040412(NAD 83)
 PU2019
 PU2019                          SUPERSEDED SURVEY CONTROL
 PU2019
 PU2019  NGVD 29 (??/??/92)  929.80   (m)         3050.5    (f) COMPUTED    2 0
 PU2019
 PU2019.Superseded values are not recommended for survey control.
 PU2019
 PU2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2019.See file dsdata.pdf to determine how the superseded data were derived.
 PU2019
 PU2019_MARKER: DS = TRIANGULATION STATION DISK
 PU2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2019_STAMPING: REAL 1962
 PU2019_MARK LOGO: CGS
 PU2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2019+STABILITY: SURFACE MOTION
 PU2019
 PU2019  HISTORY     - Date     Condition        Report By
 PU2019  HISTORY     - 1962     MONUMENTED       CGS
 PU2019
 PU2019                          STATION DESCRIPTION
 PU2019
 PU2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2019'4.4 MI S FROM FRUITDALE.
 PU2019'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2019'FRUITDALE, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE
 PU2019'2.15 MILES SOUTH ALONG A GRAVELED ROAD, ON THE SLOPE OF A SMALL
 PU2019'RISE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.2 MILE
 PU2019'SOUTH OF THE JUNCTION OF A GRAVELED ROAD EAST, 170 FEET NORTH
 PU2019'OF THE EAST END OF A 36-INCH PIPE CULVERT, 4.0 FEET WEST OF A
 PU2019'FENCE, 4.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 PU2019'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU2019'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2020 ***********************************************************************
 PU2020  DESIGNATION -  REAL RM 1
 PU2020  PID         -  PU2020
 PU2020  STATE/COUNTY-  SD/BUTTE
 PU2020  COUNTRY     -  US
 PU2020  USGS QUAD   -  SAINT ONGE (2017)
 PU2020
 PU2020                         *CURRENT SURVEY CONTROL
 PU2020  ______________________________________________________________________
 PU2020* NAD 83(1986) POSITION- 44 37 00.     (N) 103 41 18.     (W)   SCALED
 PU2020* NAVD 88 ORTHO HEIGHT -   930.830 (meters)     3053.90  (feet) ADJUSTED
 PU2020  ______________________________________________________________________
 PU2020  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 PU2020  DYNAMIC HEIGHT  -        930.571 (meters)     3053.05  (feet) COMP
 PU2020  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 PU2020
 PU2020  VERT ORDER      -  SECOND    CLASS 0
 PU2020
 PU2020.The horizontal coordinates were scaled from a map and have
 PU2020.an estimated accuracy of +/- 6 seconds.
 PU2020
 PU2020.The orthometric height was determined by differential leveling and
 PU2020.adjusted by the NATIONAL GEODETIC SURVEY
 PU2020.in June 1991.
 PU2020
 PU2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2020.GEOID18 height accuracy estimate available here.
 PU2020
 PU2020.Click photographs - Photos may exist for this station.
 PU2020
 PU2020.The dynamic height is computed by dividing the NAVD 88
 PU2020.geopotential number by the normal gravity value computed on the
 PU2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2020.degrees latitude (g = 980.6199 gals.).
 PU2020
 PU2020.The modeled gravity was interpolated from observed gravity values.
 PU2020
 PU2020;                    North         East    Units  Estimated Accuracy
 PU2020;SPC SD N     -    93,710.      307,370.      MT  (+/- 180 meters Scaled)
 PU2020
 PU2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK040412(NAD 83)
 PU2020
 PU2020                          SUPERSEDED SURVEY CONTROL
 PU2020
 PU2020  NGVD 29 (??/??/92)  930.34   (m)         3052.3    (f) COMPUTED    2 0
 PU2020
 PU2020.Superseded values are not recommended for survey control.
 PU2020
 PU2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2020.See file dsdata.pdf to determine how the superseded data were derived.
 PU2020
 PU2020_MARKER: DR = REFERENCE MARK DISK
 PU2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2020_STAMPING: REAL NO 1 1962
 PU2020_MARK LOGO: CGS
 PU2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2020+STABILITY: SURFACE MOTION
 PU2020
 PU2020  HISTORY     - Date     Condition        Report By
 PU2020  HISTORY     - 1962     MONUMENTED       CGS
 PU2020
 PU2020                          STATION DESCRIPTION
 PU2020
 PU2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2020'4.4 MI S FROM FRUITDALE.
 PU2020'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2020'FRUITDALE, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE
 PU2020'2.15 MILES SOUTH ALONG A GRAVELED ROAD, 0.2 MILE SOUTH OF THE
 PU2020'JUNCTION OF A GRAVELED ROAD EAST, ON A SMALL RISE, 31 FEET EAST
 PU2020'OF THE CENTER LINE OF THE ROAD, 42.5 FEET NORTH OF THE STATION,
 PU2020'213 FEET NORTH OF THE CENTER OF THE EAST END OF A 36-INCH PIPE
 PU2020'CULVERT, 1.0 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 PU2020'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 PU2020'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2018 ***********************************************************************
 PU2018  DESIGNATION -  REAL RM 2
 PU2018  PID         -  PU2018
 PU2018  STATE/COUNTY-  SD/BUTTE
 PU2018  COUNTRY     -  US
 PU2018  USGS QUAD   -  SAINT ONGE (2017)
 PU2018
 PU2018                         *CURRENT SURVEY CONTROL
 PU2018  ______________________________________________________________________
 PU2018* NAD 83(1986) POSITION- 44 37 00.     (N) 103 41 18.     (W)   SCALED
 PU2018* NAVD 88 ORTHO HEIGHT -   930.503 (meters)     3052.83  (feet) ADJUSTED
 PU2018  ______________________________________________________________________
 PU2018  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 PU2018  DYNAMIC HEIGHT  -        930.245 (meters)     3051.98  (feet) COMP
 PU2018  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 PU2018
 PU2018  VERT ORDER      -  SECOND    CLASS 0
 PU2018
 PU2018.The horizontal coordinates were scaled from a map and have
 PU2018.an estimated accuracy of +/- 6 seconds.
 PU2018
 PU2018.The orthometric height was determined by differential leveling and
 PU2018.adjusted by the NATIONAL GEODETIC SURVEY
 PU2018.in June 1991.
 PU2018
 PU2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2018.GEOID18 height accuracy estimate available here.
 PU2018
 PU2018.Click photographs - Photos may exist for this station.
 PU2018
 PU2018.The dynamic height is computed by dividing the NAVD 88
 PU2018.geopotential number by the normal gravity value computed on the
 PU2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2018.degrees latitude (g = 980.6199 gals.).
 PU2018
 PU2018.The modeled gravity was interpolated from observed gravity values.
 PU2018
 PU2018;                    North         East    Units  Estimated Accuracy
 PU2018;SPC SD N     -    93,710.      307,370.      MT  (+/- 180 meters Scaled)
 PU2018
 PU2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK040412(NAD 83)
 PU2018
 PU2018                          SUPERSEDED SURVEY CONTROL
 PU2018
 PU2018  NGVD 29 (??/??/92)  930.02   (m)         3051.2    (f) COMPUTED    2 0
 PU2018
 PU2018.Superseded values are not recommended for survey control.
 PU2018
 PU2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2018.See file dsdata.pdf to determine how the superseded data were derived.
 PU2018
 PU2018_MARKER: DR = REFERENCE MARK DISK
 PU2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2018_STAMPING: REAL NO 2 1962
 PU2018_MARK LOGO: CGS
 PU2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2018+STABILITY: SURFACE MOTION
 PU2018
 PU2018  HISTORY     - Date     Condition        Report By
 PU2018  HISTORY     - 1962     MONUMENTED       CGS
 PU2018
 PU2018                          STATION DESCRIPTION
 PU2018
 PU2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2018'4.4 MI S FROM FRUITDALE.
 PU2018'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2018'FRUITDALE, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, THENCE
 PU2018'2.15 MILES SOUTH ALONG A GRAVELED ROAD, 0.2 MILE SOUTH OF THE
 PU2018'JUNCTION OF A GRAVELED ROAD EAST, 64.5 FEET WEST-NORTHWEST AND
 PU2018'ACROSS THE ROAD FROM THE STATION, 35 FEET WEST OF THE CENTER
 PU2018'LINE OF THE ROAD, 185 FEET NORTH OF THE CENTER OF THE WEST END
 PU2018'OF A 36-INCH PIPE CULVERT, 1.0 FOOT EAST OF A FENCE, ABOUT LEVEL
 PU2018'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU2018'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0870 ***********************************************************************
 QS0870  DESIGNATION -  REAM
 QS0870  PID         -  QS0870
 QS0870  STATE/COUNTY-  SD/DEWEY
 QS0870  COUNTRY     -  US
 QS0870  USGS QUAD   -  PARADE NE (2017)
 QS0870
 QS0870                         *CURRENT SURVEY CONTROL
 QS0870  ______________________________________________________________________
 QS0870* NAD 83(1996) POSITION- 45 13 36.35803(N) 101 05 38.48601(W)   ADJUSTED
 QS0870* NAVD 88 ORTHO HEIGHT -   668.    (meters)     2192.    (feet) SCALED
 QS0870  ______________________________________________________________________
 QS0870  GEOID HEIGHT    -        -21.418 (meters)                     GEOID18
 QS0870  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 QS0870  HORZ ORDER      -  SECOND
 QS0870
 QS0870.The horizontal coordinates were established by classical geodetic methods
 QS0870.and adjusted by the National Geodetic Survey in January 1998.
 QS0870
 QS0870.The orthometric height was scaled from a topographic map.
 QS0870
 QS0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0870.GEOID18 height accuracy estimate available here.
 QS0870
 QS0870.Click photographs - Photos may exist for this station.
 QS0870
 QS0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0870
 QS0870. The following values were computed from the NAD 83(1996) position.
 QS0870
 QS0870;                    North         East     Units Scale Factor Converg.
 QS0870;SPC SD N     -   155,423.079   514,088.058   MT  0.99994380   -0 46 27.4
 QS0870;SPC SD N     -   509,917.22  1,686,637.24   sFT  0.99994380   -0 46 27.4
 QS0870;UTM  14      - 5,010,274.762   335,611.431   MT  0.99993228   -1 29 12.8
 QS0870
 QS0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0870!SPC SD N     -   0.99989857  x   0.99994380  =   0.99984237
 QS0870!UTM  14      -   0.99989857  x   0.99993228  =   0.99983085
 QS0870
 QS0870:                Primary Azimuth Mark                     Grid Az
 QS0870:SPC SD N     -  REAM AZ MK                               354 53 36.4
 QS0870:UTM  14      -  REAM AZ MK                               355 36 21.8
 QS0870
 QS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3561110274(NAD 83)
 QS0870
 QS0870|---------------------------------------------------------------------|
 QS0870| PID    Reference Object                     Distance      Geod. Az  |
 QS0870|                                                           dddmmss.s |
 QS0870| CQ9296 REAM RM 1                            12.530 METERS 14004     |
 QS0870| CQ9297 REAM RM 2                            11.378 METERS 28455     |
 QS0870| CQ9295 REAM AZ MK                                         3540709.0 |
 QS0870|---------------------------------------------------------------------|
 QS0870
 QS0870                          SUPERSEDED SURVEY CONTROL
 QS0870
 QS0870  NAD 83(1986)-  45 13 36.35033(N)    101 05 38.48481(W) AD(       ) 2
 QS0870  NAD 27      -  45 13 36.41800(N)    101 05 36.94400(W) AD(       ) 2
 QS0870
 QS0870.Superseded values are not recommended for survey control.
 QS0870
 QS0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0870.See file dsdata.pdf to determine how the superseded data were derived.
 QS0870
 QS0870_MARKER: DS = TRIANGULATION STATION DISK
 QS0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0870_STAMPING: REAM 1952
 QS0870_MARK LOGO: CGS
 QS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0870+STABILITY: SURFACE MOTION
 QS0870
 QS0870  HISTORY     - Date     Condition        Report By
 QS0870  HISTORY     - 1952     MONUMENTED       CGS
 QS0870
 QS0870                          STATION DESCRIPTION
 QS0870
 QS0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0870'THE STATION IS ABOUT 14 MILES SOUTH OF TIMBER LAKE, 13 MILES
 QS0870'NORTH OF PARADE, 6 MILES EAST OF STATE HIGHWAY 63, IN SECTION
 QS0870'29, T 15 N, R 25 E, 200 FEET WEST OF A TRACK ROAD, AND 11
 QS0870'FEET SOUTHEAST OF A 4 X 4 INCH WITNESS POST.
 QS0870'
 QS0870'TO REACH THE STATION FROM THE POST OFFICE IN TIMBER LAKE, GO
 QS0870'NORTH ON THE MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF STATE
 QS0870'HIGHWAY 8, TURN LEFT AND GO WEST ON HIGHWAY 8 FOR 7.5 MILES
 QS0870'TO THE JUNCTION OF STATE HIGHWAY 63, TURN LEFT AND GO SOUTH ON
 QS0870'HIGHWAY 63 FOR 9.4 MILES TO A CROSS ROAD, TURN LEFT AND GO EAST
 QS0870'ON GRADED DIRT ROAD FOR 5.2 MILES TO A T-INTERSECTION, TURN
 QS0870'RIGHT AND GO SOUTH ON A SECTION LINE ROAD FOR 1.7 MILES TO
 QS0870'GATE ON LEFT, TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD
 QS0870'SOUTHEAST FOR 1.6 MILES TO A GATE, PASS THROUGH GATE AND
 QS0870'CONTINUE SOUTHEAST FOR 1.85 MILES TO THE AZIMUTH MARK ON
 QS0870'RIGHT, CONTINUE SOUTHEAST FOR 0.3 MILE TO TOP OF MOUND AND
 QS0870'STATION ON RIGHT.
 QS0870'
 QS0870'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0870'REAM 1952.
 QS0870'
 QS0870'REFERENCE MARK 1 IS 48 FEET WEST-NORTHWEST OF A 4 X 4 INCH
 QS0870'WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 QS0870'STAMPED REAM NO 1 1952.
 QS0870'
 QS0870'REFERENCE MARK 2 IS 30 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QS0870'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED REAM NO
 QS0870'2 1952.
 QS0870'
 QS0870'THE AZIMUTH MARK IS 19 FEET WEST OF CENTER OF TRACK ROAD AND
 QS0870'4 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QS0870'4 INCHES, AND THE DISK IS STAMPED REAM 1952.
 QS0870'
 QS0870'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0660 ***********************************************************************
 QR0660  DESIGNATION -  REBAR 102
 QR0660  PID         -  QR0660
 QR0660  STATE/COUNTY-  SD/EDMUNDS
 QR0660  COUNTRY     -  US
 QR0660  USGS QUAD   -  PLAINVIEW COLONY SW (2017)
 QR0660
 QR0660                         *CURRENT SURVEY CONTROL
 QR0660  ______________________________________________________________________
 QR0660* NAD 83(1996) POSITION- 45 31 13.48529(N) 099 08 00.18187(W)   ADJUSTED
 QR0660* NAVD 88 ORTHO HEIGHT -   523.1   (meters)     1716.    (feet) VERTCON3
 QR0660  ______________________________________________________________________
 QR0660  GEOID HEIGHT    -        -23.422 (meters)                     GEOID18
 QR0660  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 QR0660  HORZ ORDER      -  SECOND
 QR0660
 QR0660.The horizontal coordinates were established by classical geodetic methods
 QR0660.and adjusted by the National Geodetic Survey in January 1998.
 QR0660
 QR0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0660
 QR0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0660.GEOID18 height accuracy estimate available here.
 QR0660
 QR0660.Click photographs - Photos may exist for this station.
 QR0660
 QR0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0660
 QR0660. The following values were computed from the NAD 83(1996) position.
 QR0660
 QR0660;                    North         East     Units Scale Factor Converg.
 QR0660;SPC SD N     -   187,839.123   667,705.414   MT  0.99997263   +0 36 48.0
 QR0660;SPC SD N     -   616,268.86  2,190,630.18   sFT  0.99997263   +0 36 48.0
 QR0660;UTM  14      - 5,040,772.938   489,582.913   MT  0.99960133   -0 05 42.6
 QR0660
 QR0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0660!SPC SD N     -   0.99992167  x   0.99997263  =   0.99989431
 QR0660!UTM  14      -   0.99992167  x   0.99960133  =   0.99952304
 QR0660
 QR0660:                Primary Azimuth Mark                     Grid Az
 QR0660:SPC SD N     -  DEWEY ET                                 165 32 56.2
 QR0660:UTM  14      -  DEWEY ET                                 166 15 26.8
 QR0660
 QR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR8958240772(NAD 83)
 QR0660
 QR0660|---------------------------------------------------------------------|
 QR0660| PID    Reference Object                     Distance      Geod. Az  |
 QR0660|                                                           dddmmss.s |
 QR0660| QR0665 DEWEY ET                            APPROX. 6.6 KM 1660944.2 |
 QR0660|---------------------------------------------------------------------|
 QR0660
 QR0660                          SUPERSEDED SURVEY CONTROL
 QR0660
 QR0660  NAD 83(1986)-  45 31 13.50206(N)    099 08 00.17082(W) AD(       ) 2
 QR0660  NAD 27      -  45 31 13.59105(N)    099 07 58.75561(W) AD(       ) 2
 QR0660  NGVD 29 (07/19/86)  522.7    (m)         1715.     (f) VERT ANG       
 QR0660
 QR0660.Superseded values are not recommended for survey control.
 QR0660
 QR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0660.See file dsdata.pdf to determine how the superseded data were derived.
 QR0660
 QR0660_MARKER: I = METAL ROD
 QR0660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0660+WITH SETTING: INFORMATION.
 QR0660_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0660
 QR0660  HISTORY     - Date     Condition        Report By
 QR0660  HISTORY     - 1970     MONUMENTED       USGS
 QR0660
 QR0660                          STATION DESCRIPTION
 QR0660
 QR0660'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0660'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE ON SHOULDER OF
 QR0660'RD., 85 FT S. AND 14 FT E. CENTER T-RD. E., ON A SMALL RIDGE,
 QR0660'T. 124 N., R. 69 W, NEAR THE COR. OF SECS. 26, 27, 34 AND 35.
 QR0660'
 QR0660'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0658 ***********************************************************************
 QR0658  DESIGNATION -  REBAR 104
 QR0658  PID         -  QR0658
 QR0658  STATE/COUNTY-  SD/EDMUNDS
 QR0658  COUNTRY     -  US
 QR0658  USGS QUAD   -  PLAINVIEW COLONY (2017)
 QR0658
 QR0658                         *CURRENT SURVEY CONTROL
 QR0658  ______________________________________________________________________
 QR0658* NAD 83(1996) POSITION- 45 34 41.65194(N) 099 00 08.97723(W)   ADJUSTED
 QR0658* NAVD 88 ORTHO HEIGHT -   479.7   (meters)     1574.    (feet) VERTCON3
 QR0658  ______________________________________________________________________
 QR0658  GEOID HEIGHT    -        -23.645 (meters)                     GEOID18
 QR0658  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 QR0658  HORZ ORDER      -  SECOND
 QR0658
 QR0658.The horizontal coordinates were established by classical geodetic methods
 QR0658.and adjusted by the National Geodetic Survey in January 1998.
 QR0658
 QR0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0658
 QR0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0658.GEOID18 height accuracy estimate available here.
 QR0658
 QR0658.Click photographs - Photos may exist for this station.
 QR0658
 QR0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0658
 QR0658. The following values were computed from the NAD 83(1996) position.
 QR0658
 QR0658;                    North         East     Units Scale Factor Converg.
 QR0658;SPC SD N     -   194,382.932   677,851.698   MT  0.99998141   +0 42 21.5
 QR0658;SPC SD N     -   637,738.00  2,223,918.45   sFT  0.99998141   +0 42 21.5
 QR0658;UTM  14      - 5,047,188.431   499,805.447   MT  0.99960000   -0 00 06.4
 QR0658
 QR0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0658!SPC SD N     -   0.99992850  x   0.99998141  =   0.99990991
 QR0658!UTM  14      -   0.99992850  x   0.99960000  =   0.99952853
 QR0658
 QR0658:                Primary Azimuth Mark                     Grid Az
 QR0658:SPC SD N     -  DAN ET                                   101 27 56.6
 QR0658:UTM  14      -  DAN ET                                   102 10 24.5
 QR0658
 QR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9980547188(NAD 83)
 QR0658
 QR0658|---------------------------------------------------------------------|
 QR0658| PID    Reference Object                     Distance      Geod. Az  |
 QR0658|                                                           dddmmss.s |
 QR0658| QR0635 DAN ET                              APPROX. 6.2 KM 1021018.1 |
 QR0658|---------------------------------------------------------------------|
 QR0658
 QR0658                          SUPERSEDED SURVEY CONTROL
 QR0658
 QR0658  NAD 83(1986)-  45 34 41.66670(N)    099 00 08.96477(W) AD(       ) 2
 QR0658  NAD 27      -  45 34 41.75402(N)    099 00 07.56651(W) AD(       ) 2
 QR0658  NGVD 29 (07/19/86)  479.4    (m)         1573.     (f) VERT ANG       
 QR0658
 QR0658.Superseded values are not recommended for survey control.
 QR0658
 QR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0658.See file dsdata.pdf to determine how the superseded data were derived.
 QR0658
 QR0658_MARKER: I = METAL ROD
 QR0658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0658+WITH SETTING: INFORMATION.
 QR0658_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0658
 QR0658  HISTORY     - Date     Condition        Report By
 QR0658  HISTORY     - 1970     MONUMENTED       USGS
 QR0658
 QR0658                          STATION DESCRIPTION
 QR0658
 QR0658'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0658'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE ON THE SHOULDER
 QR0658'OF THE RD., 13 FT N. CENTER RD. AT FENCE N., T. 124 N., R. 68
 QR0658'W., NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 2 AND 11.
 QR0658'
 QR0658'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0860 ***********************************************************************
 PR0860  DESIGNATION -  REBAR 12
 PR0860  PID         -  PR0860
 PR0860  STATE/COUNTY-  SD/BROOKINGS
 PR0860  COUNTRY     -  US
 PR0860  USGS QUAD   -  LAKE SINAI (2017)
 PR0860
 PR0860                         *CURRENT SURVEY CONTROL
 PR0860  ______________________________________________________________________
 PR0860* NAD 83(1996) POSITION- 44 21 18.52754(N) 097 02 04.11989(W)   ADJUSTED
 PR0860* NAVD 88 ORTHO HEIGHT -   546.7   (meters)     1794.    (feet) VERTCON3
 PR0860  ______________________________________________________________________
 PR0860  GEOID HEIGHT    -        -25.125 (meters)                     GEOID18
 PR0860  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 PR0860  HORZ ORDER      -  SECOND
 PR0860
 PR0860.The horizontal coordinates were established by classical geodetic methods
 PR0860.and adjusted by the National Geodetic Survey in January 1998.
 PR0860
 PR0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0860
 PR0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0860.GEOID18 height accuracy estimate available here.
 PR0860
 PR0860.Click photographs - Photos may exist for this station.
 PR0860
 PR0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0860
 PR0860. The following values were computed from the NAD 83(1996) position.
 PR0860
 PR0860;                    North         East     Units Scale Factor Converg.
 PR0860;SPC SD N     -    62,315.401   836,379.916   MT  1.00001235   +2 05 55.7
 PR0860;SPC SD N     -   204,446.44  2,744,023.11   sFT  1.00001235   +2 05 55.7
 PR0860;UTM  14      - 4,913,198.131   656,641.710   MT  0.99990176   +1 22 27.8
 PR0860
 PR0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0860!SPC SD N     -   0.99991823  x   1.00001235  =   0.99993058
 PR0860!UTM  14      -   0.99991823  x   0.99990176  =   0.99982000
 PR0860
 PR0860:                Primary Azimuth Mark                     Grid Az
 PR0860:SPC SD N     -  JESKA RESET                              223 22 10.5
 PR0860:UTM  14      -  JESKA RESET                              224 05 38.4
 PR0860
 PR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5664113198(NAD 83)
 PR0860
 PR0860|---------------------------------------------------------------------|
 PR0860| PID    Reference Object                     Distance      Geod. Az  |
 PR0860|                                                           dddmmss.s |
 PR0860| PR0859 JESKA RESET                         APPROX. 7.0 KM 2252806.2 |
 PR0860| PR0861 ARLINGTON MUNICIPAL TANK            APPROX. 8.0 KM 2760009.1 |
 PR0860|---------------------------------------------------------------------|
 PR0860
 PR0860                          SUPERSEDED SURVEY CONTROL
 PR0860
 PR0860  NAD 83(1986)-  44 21 18.52509(N)    097 02 04.09585(W) AD(       ) 2
 PR0860  NGVD 29 (07/19/86)  546.4    (m)         1793.     (f) VERT ANG       
 PR0860
 PR0860.Superseded values are not recommended for survey control.
 PR0860
 PR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0860.See file dsdata.pdf to determine how the superseded data were derived.
 PR0860
 PR0860_MARKER: I = METAL ROD
 PR0860_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0860+WITH SETTING: INFORMATION.
 PR0860_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0860
 PR0860  HISTORY     - Date     Condition        Report By
 PR0860  HISTORY     - 1968     MONUMENTED       USGS
 PR0860
 PR0860                          STATION DESCRIPTION
 PR0860
 PR0860'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0860'THE MARK IS LOCATED ABOUT 7.6 MI (12.3 KM) NORTH OF SINAI, 5.8 MI
 PR0860'(9.3 KM) WEST-NORTHWEST OF VOLGA AND 4.9 MI (7.9 KM) EAST OF
 PR0860'ARLINGTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0675 ***********************************************************************
 QR0675  DESIGNATION -  REBAR 13
 QR0675  PID         -  QR0675
 QR0675  STATE/COUNTY-  SD/FAULK
 QR0675  COUNTRY     -  US
 QR0675  USGS QUAD   -  FAULKTON EAST (2017)
 QR0675
 QR0675                         *CURRENT SURVEY CONTROL
 QR0675  ______________________________________________________________________
 QR0675* NAD 83(1996) POSITION- 45 07 18.49109(N) 099 01 18.68236(W)   ADJUSTED
 QR0675* NAVD 88 ORTHO HEIGHT -   458.2   (meters)     1503.    (feet) VERTCON3
 QR0675  ______________________________________________________________________
 QR0675  GEOID HEIGHT    -        -23.758 (meters)                     GEOID18
 QR0675  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC18
 QR0675  HORZ ORDER      -  SECOND
 QR0675
 QR0675.The horizontal coordinates were established by classical geodetic methods
 QR0675.and adjusted by the National Geodetic Survey in January 1998.
 QR0675
 QR0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0675
 QR0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0675.GEOID18 height accuracy estimate available here.
 QR0675
 QR0675.Click photographs - Photos may exist for this station.
 QR0675
 QR0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0675
 QR0675. The following values were computed from the NAD 83(1996) position.
 QR0675
 QR0675;                    North         East     Units Scale Factor Converg.
 QR0675;SPC SD N     -   143,643.064   676,953.463   MT  0.99993987   +0 41 32.2
 QR0675;SPC SD N     -   471,268.95  2,220,971.49   sFT  0.99993987   +0 41 32.2
 QR0675;UTM  14      - 4,996,481.556   498,281.050   MT  0.99960004   -0 00 55.8
 QR0675
 QR0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0675!SPC SD N     -   0.99993189  x   0.99993987  =   0.99987176
 QR0675!UTM  14      -   0.99993189  x   0.99960004  =   0.99953195
 QR0675
 QR0675:                Primary Azimuth Mark                     Grid Az
 QR0675:SPC SD N     -  REBAR 14                                 179 23 01.9
 QR0675:UTM  14      -  REBAR 14                                 180 05 29.9
 QR0675
 QR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9828196481(NAD 83)
 QR0675
 QR0675|---------------------------------------------------------------------|
 QR0675| PID    Reference Object                     Distance      Geod. Az  |
 QR0675|                                                           dddmmss.s |
 QR0675| QR0676 REBAR 14                            APPROX. 2.4 KM 1800434.1 |
 QR0675|---------------------------------------------------------------------|
 QR0675
 QR0675                          SUPERSEDED SURVEY CONTROL
 QR0675
 QR0675  NAD 83(1986)-  45 07 18.50202(N)    099 01 18.68416(W) AD(       ) 2
 QR0675  NAD 27      -  45 07 18.60177(N)    099 01 17.28390(W) AD(       ) 2
 QR0675  NGVD 29 (07/19/86)  457.9    (m)         1502.     (f) VERT ANG       
 QR0675
 QR0675.Superseded values are not recommended for survey control.
 QR0675
 QR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0675.See file dsdata.pdf to determine how the superseded data were derived.
 QR0675
 QR0675_MARKER: I = METAL ROD
 QR0675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0675+WITH SETTING: INFORMATION.
 QR0675_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0675
 QR0675  HISTORY     - Date     Condition        Report By
 QR0675  HISTORY     - 1970     MONUMENTED       USGS
 QR0675
 QR0675                          STATION DESCRIPTION
 QR0675
 QR0675'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0675'STATION IS ABOUT 4.9 MI SW. OF CRESBARD ON THE E. SIDE OF
 QR0675'ST. HWY. 45.  STATION IS IN A FIELD ENTRANCE 23.5 FT E. OF THE
 QR0675'CENTER OF THE HWY., AND 29.0 FT WSW. OF A POWER LINE
 QR0675'POLE.  STATION IS A REBAR ABOUT 1 IN. BELOW THE GROUND SURFACE,
 QR0675'T. 119 N., R. 68 W., NEAR THE QUARTER COR. BETWEEN SECS. 15 AND
 QR0675'16.
 QR0675'
 QR0675'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0676 ***********************************************************************
 QR0676  DESIGNATION -  REBAR 14
 QR0676  PID         -  QR0676
 QR0676  STATE/COUNTY-  SD/FAULK
 QR0676  COUNTRY     -  US
 QR0676  USGS QUAD   -  FAULKTON EAST (2017)
 QR0676
 QR0676                         *CURRENT SURVEY CONTROL
 QR0676  ______________________________________________________________________
 QR0676* NAD 83(1996) POSITION- 45 05 59.64979(N) 099 01 18.83029(W)   ADJUSTED
 QR0676* NAVD 88 ORTHO HEIGHT -   457.3   (meters)     1500.    (feet) VERTCON3
 QR0676  ______________________________________________________________________
 QR0676  GEOID HEIGHT    -        -23.753 (meters)                     GEOID18
 QR0676  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 QR0676  HORZ ORDER      -  SECOND
 QR0676
 QR0676.The horizontal coordinates were established by classical geodetic methods
 QR0676.and adjusted by the National Geodetic Survey in January 1998.
 QR0676
 QR0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0676
 QR0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0676.GEOID18 height accuracy estimate available here.
 QR0676
 QR0676.Click photographs - Photos may exist for this station.
 QR0676
 QR0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0676
 QR0676. The following values were computed from the NAD 83(1996) position.
 QR0676
 QR0676;                    North         East     Units Scale Factor Converg.
 QR0676;SPC SD N     -   141,209.476   676,979.634   MT  0.99993947   +0 41 32.1
 QR0676;SPC SD N     -   463,284.76  2,221,057.35   sFT  0.99993947   +0 41 32.1
 QR0676;UTM  14      - 4,994,048.657   498,277.159   MT  0.99960004   -0 00 55.8
 QR0676
 QR0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0676!SPC SD N     -   0.99993203  x   0.99993947  =   0.99987150
 QR0676!UTM  14      -   0.99993203  x   0.99960004  =   0.99953209
 QR0676
 QR0676:                Primary Azimuth Mark                     Grid Az
 QR0676:SPC SD N     -  OATS ET                                  222 07 55.5
 QR0676:UTM  14      -  OATS ET                                  222 50 23.4
 QR0676
 QR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9827794048(NAD 83)
 QR0676
 QR0676|---------------------------------------------------------------------|
 QR0676| PID    Reference Object                     Distance      Geod. Az  |
 QR0676|                                                           dddmmss.s |
 QR0676| QR0677 OATS ET                             APPROX. 2.2 KM 2224927.6 |
 QR0676|---------------------------------------------------------------------|
 QR0676
 QR0676                          SUPERSEDED SURVEY CONTROL
 QR0676
 QR0676  NAD 83(1986)-  45 05 59.65894(N)    099 01 18.83229(W) AD(       ) 2
 QR0676  NAD 27      -  45 05 59.75792(N)    099 01 17.43362(W) AD(       ) 2
 QR0676  NGVD 29 (07/19/86)  457.0    (m)         1499.     (f) VERT ANG       
 QR0676
 QR0676.Superseded values are not recommended for survey control.
 QR0676
 QR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0676.See file dsdata.pdf to determine how the superseded data were derived.
 QR0676
 QR0676_MARKER: I = METAL ROD
 QR0676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0676+WITH SETTING: INFORMATION.
 QR0676_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0676
 QR0676  HISTORY     - Date     Condition        Report By
 QR0676  HISTORY     - 1970     MONUMENTED       USGS
 QR0676
 QR0676                          STATION DESCRIPTION
 QR0676
 QR0676'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0676'STATION IS ABOUT 5.8 MI SW. OF CRESBARD ON THE E. SIDE OF
 QR0676'ST. HWY. 45.  STATION IS A REBAR ABOUT 2 IN. BELOW GROUND SURFACE,
 QR0676'21.5 FT E. OF THE CENTER OF THE HWY., 7.2 FT NW. OF THE S. END
 QR0676'OF A CONCRETE CULVERT, AND 37.0 FT S. OF THE N. END OF A CONCRETE
 QR0676'CULVERT, T. 119 N., R. 68 W., NEAR THE COR. OF SECS. 21, 22, 27
 QR0676'AND 28.
 QR0676'
 QR0676'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0975 ***********************************************************************
 PR0975  DESIGNATION -  REBAR 20
 PR0975  PID         -  PR0975
 PR0975  STATE/COUNTY-  SD/BROOKINGS
 PR0975  COUNTRY     -  US
 PR0975  USGS QUAD   -  BROOKINGS (2017)
 PR0975
 PR0975                         *CURRENT SURVEY CONTROL
 PR0975  ______________________________________________________________________
 PR0975* NAD 83(1996) POSITION- 44 22 23.65403(N) 096 49 40.27195(W)   ADJUSTED
 PR0975* NAVD 88 ORTHO HEIGHT -   501.7   (meters)     1646.    (feet) VERTCON3
 PR0975  ______________________________________________________________________
 PR0975  GEOID HEIGHT    -        -25.195 (meters)                     GEOID18
 PR0975  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 PR0975  HORZ ORDER      -  SECOND
 PR0975
 PR0975.The horizontal coordinates were established by classical geodetic methods
 PR0975.and adjusted by the National Geodetic Survey in January 1998.
 PR0975
 PR0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0975
 PR0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0975.GEOID18 height accuracy estimate available here.
 PR0975
 PR0975.Click photographs - Photos may exist for this station.
 PR0975
 PR0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0975
 PR0975. The following values were computed from the NAD 83(1996) position.
 PR0975
 PR0975;                    North         East     Units Scale Factor Converg.
 PR0975;SPC SD N     -    64,948.426   852,762.916   MT  1.00000860   +2 14 42.2
 PR0975;SPC SD N     -   213,084.96  2,797,773.00   sFT  1.00000860   +2 14 42.2
 PR0975;UTM  14      - 4,915,623.451   673,055.470   MT  0.99996832   +1 31 09.9
 PR0975
 PR0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0975!SPC SD N     -   0.99992530  x   1.00000860  =   0.99993390
 PR0975!UTM  14      -   0.99992530  x   0.99996832  =   0.99989362
 PR0975
 PR0975:                Primary Azimuth Mark                     Grid Az
 PR0975:SPC SD N     -  BROOKINGS                                096 54 47.5
 PR0975:UTM  14      -  BROOKINGS                                097 38 19.8
 PR0975
 PR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7305515623(NAD 83)
 PR0975
 PR0975|---------------------------------------------------------------------|
 PR0975| PID    Reference Object                     Distance      Geod. Az  |
 PR0975|                                                           dddmmss.s |
 PR0975| PR0968 BROOKINGS                           APPROX. 3.3 KM 0990929.7 |
 PR0975|---------------------------------------------------------------------|
 PR0975
 PR0975                          SUPERSEDED SURVEY CONTROL
 PR0975
 PR0975  NAD 83(1986)-  44 22 23.65217(N)    096 49 40.25003(W) AD(       ) 2
 PR0975  NGVD 29 (07/19/86)  501.4    (m)         1645.     (f) VERT ANG       
 PR0975
 PR0975.Superseded values are not recommended for survey control.
 PR0975
 PR0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0975.See file dsdata.pdf to determine how the superseded data were derived.
 PR0975
 PR0975_MARKER: I = METAL ROD
 PR0975_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0975+WITH SETTING: INFORMATION.
 PR0975_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0975
 PR0975  HISTORY     - Date     Condition        Report By
 PR0975  HISTORY     - 1968     MONUMENTED       USGS
 PR0975
 PR0975                          STATION DESCRIPTION
 PR0975
 PR0975'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PR0975'THE MARK IS LOCATED ABOUT 6.0 MI (9.6 KM) NORTHEAST OF VOLGA, 5.4 MI
 PR0975'(8.7 KM) SOUTHEAST OF BRUCE AND 4.5 MI (7.3 KM) NORTH-NORTHWEST OF
 PR0975'BROOKINGS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0608 ***********************************************************************
 QR0608  DESIGNATION -  REBAR 21
 QR0608  PID         -  QR0608
 QR0608  STATE/COUNTY-  SD/FAULK
 QR0608  COUNTRY     -  US
 QR0608  USGS QUAD   -  CRESBARD (2017)
 QR0608
 QR0608                         *CURRENT SURVEY CONTROL
 QR0608  ______________________________________________________________________
 QR0608* NAD 83(1996) POSITION- 45 12 05.11730(N) 098 55 40.49693(W)   ADJUSTED
 QR0608* NAVD 88 ORTHO HEIGHT -   440.2   (meters)     1444.    (feet) VERTCON3
 QR0608  ______________________________________________________________________
 QR0608  GEOID HEIGHT    -        -23.911 (meters)                     GEOID18
 QR0608  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 QR0608  HORZ ORDER      -  SECOND
 QR0608
 QR0608.The horizontal coordinates were established by classical geodetic methods
 QR0608.and adjusted by the National Geodetic Survey in January 1998.
 QR0608
 QR0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0608
 QR0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0608.GEOID18 height accuracy estimate available here.
 QR0608
 QR0608.Click photographs - Photos may exist for this station.
 QR0608
 QR0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0608
 QR0608. The following values were computed from the NAD 83(1996) position.
 QR0608
 QR0608;                    North         East     Units Scale Factor Converg.
 QR0608;SPC SD N     -   152,583.735   684,226.452   MT  0.99994254   +0 45 31.5
 QR0608;SPC SD N     -   500,601.80  2,244,832.95   sFT  0.99994254   +0 45 31.5
 QR0608;UTM  14      - 5,005,328.696   505,661.396   MT  0.99960039   +0 03 04.1
 QR0608
 QR0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0608!SPC SD N     -   0.99993473  x   0.99994254  =   0.99987728
 QR0608!UTM  14      -   0.99993473  x   0.99960039  =   0.99953515
 QR0608
 QR0608:                Primary Azimuth Mark                     Grid Az
 QR0608:SPC SD N     -  REBAR 22                                 059 29 03.1
 QR0608:UTM  14      -  REBAR 22                                 060 11 30.5
 QR0608
 QR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0566105328(NAD 83)
 QR0608
 QR0608|---------------------------------------------------------------------|
 QR0608| PID    Reference Object                     Distance      Geod. Az  |
 QR0608|                                                           dddmmss.s |
 QR0608| QR0607 REBAR 22                            APPROX. 2.7 KM 0601434.6 |
 QR0608|---------------------------------------------------------------------|
 QR0608
 QR0608                          SUPERSEDED SURVEY CONTROL
 QR0608
 QR0608  NAD 83(1986)-  45 12 05.13098(N)    098 55 40.49674(W) AD(       ) 2
 QR0608  NAD 27      -  45 12 05.22749(N)    098 55 39.10529(W) AD(       ) 2
 QR0608  NGVD 29 (07/19/86)  439.9    (m)         1443.     (f) VERT ANG       
 QR0608
 QR0608.Superseded values are not recommended for survey control.
 QR0608
 QR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0608.See file dsdata.pdf to determine how the superseded data were derived.
 QR0608
 QR0608_MARKER: I = METAL ROD
 QR0608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0608+WITH SETTING: INFORMATION.
 QR0608_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0608
 QR0608  HISTORY     - Date     Condition        Report By
 QR0608  HISTORY     - 1970     MONUMENTED       USGS
 QR0608
 QR0608                          STATION DESCRIPTION
 QR0608
 QR0608'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0608'THE STATION IS ABOUT 2.2 MI NNE. OF CRESBARD ON THE S. SIDE OF A
 QR0608'GRAVEL RD.  STATION IS A REBAR ABOUT LEVEL WITH THE SURFACE OF
 QR0608'THE RD.  STATION IS 10.0 FT S. OF THE CENTER OF THE RD. AND 173
 QR0608'FT W. OF THE RD. AT FENCE S., T. 120 N., R. 67 W., NEAR THE
 QR0608'QUARTER COR. BETWEEN SECS. 17 AND 21.
 QR0608'
 QR0608'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0967 ***********************************************************************
 PR0967  DESIGNATION -  REBAR 21
 PR0967  PID         -  PR0967
 PR0967  STATE/COUNTY-  SD/BROOKINGS
 PR0967  COUNTRY     -  US
 PR0967  USGS QUAD   -  BROOKINGS NE (2017)
 PR0967
 PR0967                         *CURRENT SURVEY CONTROL
 PR0967  ______________________________________________________________________
 PR0967* NAD 83(1996) POSITION- 44 24 46.49574(N) 096 47 51.74762(W)   ADJUSTED
 PR0967* NAVD 88 ORTHO HEIGHT -   521.8   (meters)     1712.    (feet) VERTCON3
 PR0967  ______________________________________________________________________
 PR0967  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 PR0967  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 PR0967  HORZ ORDER      -  SECOND
 PR0967
 PR0967.The horizontal coordinates were established by classical geodetic methods
 PR0967.and adjusted by the National Geodetic Survey in January 1998.
 PR0967
 PR0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0967
 PR0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0967.GEOID18 height accuracy estimate available here.
 PR0967
 PR0967.Click photographs - Photos may exist for this station.
 PR0967
 PR0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0967
 PR0967. The following values were computed from the NAD 83(1996) position.
 PR0967
 PR0967;                    North         East     Units Scale Factor Converg.
 PR0967;SPC SD N     -    69,448.610   854,989.375   MT  1.00000072   +2 15 59.0
 PR0967;SPC SD N     -   227,849.31  2,805,077.64   sFT  1.00000072   +2 15 59.0
 PR0967;UTM  14      - 4,920,094.954   675,338.636   MT  0.99997810   +1 32 29.8
 PR0967
 PR0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0967!SPC SD N     -   0.99992213  x   1.00000072  =   0.99992285
 PR0967!UTM  14      -   0.99992213  x   0.99997810  =   0.99990024
 PR0967
 PR0967:                Primary Azimuth Mark                     Grid Az
 PR0967:SPC SD N     -  REBAR 20                                 206 19 25.3
 PR0967:UTM  14      -  REBAR 20                                 207 02 54.5
 PR0967
 PR0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7533820094(NAD 83)
 PR0967
 PR0967|---------------------------------------------------------------------|
 PR0967| PID    Reference Object                     Distance      Geod. Az  |
 PR0967|                                                           dddmmss.s |
 PR0967| PR0975 REBAR 20                            APPROX. 5.0 KM 2083524.3 |
 PR0967|---------------------------------------------------------------------|
 PR0967
 PR0967                          SUPERSEDED SURVEY CONTROL
 PR0967
 PR0967  NAD 83(1986)-  44 24 46.49391(N)    096 47 51.72574(W) AD(       ) 2
 PR0967  NGVD 29 (07/19/86)  521.5    (m)         1711.     (f) VERT ANG       
 PR0967
 PR0967.Superseded values are not recommended for survey control.
 PR0967
 PR0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0967.See file dsdata.pdf to determine how the superseded data were derived.
 PR0967
 PR0967_MARKER: I = METAL ROD
 PR0967_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0967+WITH SETTING: INFORMATION.
 PR0967_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0967
 PR0967  HISTORY     - Date     Condition        Report By
 PR0967  HISTORY     - 1968     MONUMENTED       USGS
 PR0967
 PR0967                          STATION DESCRIPTION
 PR0967
 PR0967'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0967'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF WHITE,
 PR0967'7.0 MI (11.3 KM) NORTH OF BROOKINGS AND 4.9 MI (7.8 KM)
 PR0967'EAST-SOUTHEAST OF BRUCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0607 ***********************************************************************
 QR0607  DESIGNATION -  REBAR 22
 QR0607  PID         -  QR0607
 QR0607  STATE/COUNTY-  SD/FAULK
 QR0607  COUNTRY     -  US
 QR0607  USGS QUAD   -  CRESBARD (2017)
 QR0607
 QR0607                         *CURRENT SURVEY CONTROL
 QR0607  ______________________________________________________________________
 QR0607* NAD 83(1996) POSITION- 45 12 47.97880(N) 098 53 54.39644(W)   ADJUSTED
 QR0607* NAVD 88 ORTHO HEIGHT -   433.9   (meters)     1424.    (feet) VERTCON3
 QR0607  ______________________________________________________________________
 QR0607  GEOID HEIGHT    -        -23.949 (meters)                     GEOID18
 QR0607  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 QR0607  HORZ ORDER      -  SECOND
 QR0607
 QR0607.The horizontal coordinates were established by classical geodetic methods
 QR0607.and adjusted by the National Geodetic Survey in January 1998.
 QR0607
 QR0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0607
 QR0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0607.GEOID18 height accuracy estimate available here.
 QR0607
 QR0607.Click photographs - Photos may exist for this station.
 QR0607
 QR0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0607
 QR0607. The following values were computed from the NAD 83(1996) position.
 QR0607
 QR0607;                    North         East     Units Scale Factor Converg.
 QR0607;SPC SD N     -   153,937.802   686,523.753   MT  0.99994311   +0 46 46.6
 QR0607;SPC SD N     -   505,044.27  2,252,370.01   sFT  0.99994311   +0 46 46.6
 QR0607;UTM  14      - 5,006,653.836   507,974.452   MT  0.99960078   +0 04 19.5
 QR0607
 QR0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0607!SPC SD N     -   0.99993573  x   0.99994311  =   0.99987884
 QR0607!UTM  14      -   0.99993573  x   0.99960078  =   0.99953653
 QR0607
 QR0607:                Primary Azimuth Mark                     Grid Az
 QR0607:SPC SD N     -  REBAR 21                                 239 29 03.3
 QR0607:UTM  14      -  REBAR 21                                 240 11 30.4
 QR0607
 QR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0797406653(NAD 83)
 QR0607
 QR0607|---------------------------------------------------------------------|
 QR0607| PID    Reference Object                     Distance      Geod. Az  |
 QR0607|                                                           dddmmss.s |
 QR0607| QR0608 REBAR 21                            APPROX. 2.7 KM 2401549.9 |
 QR0607|---------------------------------------------------------------------|
 QR0607
 QR0607                          SUPERSEDED SURVEY CONTROL
 QR0607
 QR0607  NAD 83(1986)-  45 12 47.99225(N)    098 53 54.39590(W) AD(       ) 2
 QR0607  NAD 27      -  45 12 48.08664(N)    098 53 53.00779(W) AD(       ) 2
 QR0607  NGVD 29 (07/19/86)  433.6    (m)         1423.     (f) VERT ANG       
 QR0607
 QR0607.Superseded values are not recommended for survey control.
 QR0607
 QR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0607.See file dsdata.pdf to determine how the superseded data were derived.
 QR0607
 QR0607_MARKER: I = METAL ROD
 QR0607_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0607+WITH SETTING: INFORMATION.
 QR0607_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0607
 QR0607  HISTORY     - Date     Condition        Report By
 QR0607  HISTORY     - 1970     MONUMENTED       USGS
 QR0607
 QR0607                          STATION DESCRIPTION
 QR0607
 QR0607'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0607'THE STATION IS ABOUT 3.8 MI NE. OF CRESBARD ON THE E. SIDE OF A
 QR0607'GRAVEL RD.  STATION IS A REBAR ABOUT 2 IN. BELOW RD. SURFACE,
 QR0607'IT IS 8.5 FT E. OF THE CENTER OF THE RD. AND 0.2 MI S. OF A
 QR0607'CROSSROAD, T. 120 N., R. 67 W., 0.2 MI S. OF THE COR. OF SECS. 9,
 QR0607'10, 15 AND 16.
 QR0607'
 QR0607'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0615 ***********************************************************************
 QR0615  DESIGNATION -  REBAR 24
 QR0615  PID         -  QR0615
 QR0615  STATE/COUNTY-  SD/EDMUNDS
 QR0615  COUNTRY     -  US
 QR0615  USGS QUAD   -  MINA SE (2017)
 QR0615
 QR0615                         *CURRENT SURVEY CONTROL
 QR0615  ______________________________________________________________________
 QR0615* NAD 83(1996) POSITION- 45 16 24.40072(N) 098 49 15.30645(W)   ADJUSTED
 QR0615* NAVD 88 ORTHO HEIGHT -   423.4   (meters)     1389.    (feet) VERTCON3
 QR0615  ______________________________________________________________________
 QR0615  GEOID HEIGHT    -        -24.038 (meters)                     GEOID18
 QR0615  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 QR0615  HORZ ORDER      -  SECOND
 QR0615
 QR0615.The horizontal coordinates were established by classical geodetic methods
 QR0615.and adjusted by the National Geodetic Survey in January 1998.
 QR0615
 QR0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0615
 QR0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0615.GEOID18 height accuracy estimate available here.
 QR0615
 QR0615.Click photographs - Photos may exist for this station.
 QR0615
 QR0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0615
 QR0615. The following values were computed from the NAD 83(1996) position.
 QR0615
 QR0615;                    North         East     Units Scale Factor Converg.
 QR0615;SPC SD N     -   160,703.713   692,515.379   MT  0.99994662   +0 50 04.1
 QR0615;SPC SD N     -   527,242.10  2,272,027.54   sFT  0.99994662   +0 50 04.1
 QR0615;UTM  14      - 5,013,342.961   514,047.068   MT  0.99960243   +0 07 38.0
 QR0615
 QR0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0615!SPC SD N     -   0.99993739  x   0.99994662  =   0.99988401
 QR0615!UTM  14      -   0.99993739  x   0.99960243  =   0.99953984
 QR0615
 QR0615:                Primary Azimuth Mark                     Grid Az
 QR0615:SPC SD N     -  REBAR 25                                 269 38 58.6
 QR0615:UTM  14      -  REBAR 25                                 270 21 24.7
 QR0615
 QR0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1404713342(NAD 83)
 QR0615
 QR0615|---------------------------------------------------------------------|
 QR0615| PID    Reference Object                     Distance      Geod. Az  |
 QR0615|                                                           dddmmss.s |
 QR0615| QR0616 REBAR 25                            APPROX. 1.6 KM 2702902.7 |
 QR0615|---------------------------------------------------------------------|
 QR0615
 QR0615                          SUPERSEDED SURVEY CONTROL
 QR0615
 QR0615  NAD 83(1986)-  45 16 24.41366(N)    098 49 15.30348(W) AD(       ) 2
 QR0615  NAD 27      -  45 16 24.50316(N)    098 49 13.92336(W) AD(       ) 2
 QR0615  NGVD 29 (07/19/86)  423.1    (m)         1388.     (f) VERT ANG       
 QR0615
 QR0615.Superseded values are not recommended for survey control.
 QR0615
 QR0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0615.See file dsdata.pdf to determine how the superseded data were derived.
 QR0615
 QR0615_MARKER: I = METAL ROD
 QR0615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0615+WITH SETTING: INFORMATION.
 QR0615_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0615
 QR0615  HISTORY     - Date     Condition        Report By
 QR0615  HISTORY     - 1970     MONUMENTED       USGS
 QR0615
 QR0615                          STATION DESCRIPTION
 QR0615
 QR0615'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0615'STATION IS ABOUT 9.5 MI NE. OF CRESBARD ON THE S. SIDE OF A GRAVEL
 QR0615'RD.  STATION IS A REBAR ABOUT 2 IN. BELOW RD. SURFACE.  STATION
 QR0615'IS 12.8 FT S. OF THE CENTER OF THE RD., 32.0 FT N. OF A FENCE,
 QR0615'AND 71.0 FT NE. OF A POWER LINE POLE, T. 121 N., R. 66 W., 0.25
 QR0615'MI E. OF THE COR. OF SECS. 19, 20, 29 AND 30.
 QR0615'
 QR0615'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0616 ***********************************************************************
 QR0616  DESIGNATION -  REBAR 25
 QR0616  PID         -  QR0616
 QR0616  STATE/COUNTY-  SD/EDMUNDS
 QR0616  COUNTRY     -  US
 QR0616  USGS QUAD   -  MINA SE (2017)
 QR0616
 QR0616                         *CURRENT SURVEY CONTROL
 QR0616  ______________________________________________________________________
 QR0616* NAD 83(1996) POSITION- 45 16 24.82865(N) 098 50 28.12074(W)   ADJUSTED
 QR0616* NAVD 88 ORTHO HEIGHT -   427.6   (meters)     1403.    (feet) VERTCON3
 QR0616  ______________________________________________________________________
 QR0616  GEOID HEIGHT    -        -24.019 (meters)                     GEOID18
 QR0616  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 QR0616  HORZ ORDER      -  SECOND
 QR0616
 QR0616.The horizontal coordinates were established by classical geodetic methods
 QR0616.and adjusted by the National Geodetic Survey in January 1998.
 QR0616
 QR0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0616
 QR0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0616.GEOID18 height accuracy estimate available here.
 QR0616
 QR0616.Click photographs - Photos may exist for this station.
 QR0616
 QR0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0616
 QR0616. The following values were computed from the NAD 83(1996) position.
 QR0616
 QR0616;                    North         East     Units Scale Factor Converg.
 QR0616;SPC SD N     -   160,694.006   690,928.273   MT  0.99994663   +0 49 12.6
 QR0616;SPC SD N     -   527,210.25  2,266,820.51   sFT  0.99994663   +0 49 12.6
 QR0616;UTM  14      - 5,013,352.842   512,460.510   MT  0.99960191   +0 06 46.3
 QR0616
 QR0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0616!SPC SD N     -   0.99993673  x   0.99994663  =   0.99988336
 QR0616!UTM  14      -   0.99993673  x   0.99960191  =   0.99953866
 QR0616
 QR0616:                Primary Azimuth Mark                     Grid Az
 QR0616:SPC SD N     -  REBAR 24                                 089 38 58.3
 QR0616:UTM  14      -  REBAR 24                                 090 21 24.6
 QR0616
 QR0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1246013352(NAD 83)
 QR0616
 QR0616|---------------------------------------------------------------------|
 QR0616| PID    Reference Object                     Distance      Geod. Az  |
 QR0616|                                                           dddmmss.s |
 QR0616| QR0615 REBAR 24                            APPROX. 1.6 KM 0902810.9 |
 QR0616|---------------------------------------------------------------------|
 QR0616
 QR0616                          SUPERSEDED SURVEY CONTROL
 QR0616
 QR0616  NAD 83(1986)-  45 16 24.84205(N)    098 50 28.11748(W) AD(       ) 2
 QR0616  NAD 27      -  45 16 24.93163(N)    098 50 26.73560(W) AD(       ) 2
 QR0616  NGVD 29 (07/19/86)  427.3    (m)         1402.     (f) VERT ANG       
 QR0616
 QR0616.Superseded values are not recommended for survey control.
 QR0616
 QR0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0616.See file dsdata.pdf to determine how the superseded data were derived.
 QR0616
 QR0616_MARKER: I = METAL ROD
 QR0616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0616+WITH SETTING: INFORMATION.
 QR0616_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0616
 QR0616  HISTORY     - Date     Condition        Report By
 QR0616  HISTORY     - 1970     MONUMENTED       USGS
 QR0616
 QR0616                          STATION DESCRIPTION
 QR0616
 QR0616'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0616'STATION IS 8.6 MI NE. OF CRESBARD ON THE S. SIDE OF GRAVEL
 QR0616'RD.  STATION IS A REBAR ABOUT 2 IN. BELOW RD. SURFACE, 11.0 FT
 QR0616'S. OF THE CENTER OF THE RD., 59.4 FT S. OF A FENCE ON THE N. SIDE
 QR0616'OF THE RD. AND 101.3 FT WNW. OF A POWER POLE, T. 121 N., R. 66
 QR0616'AND 67 W., ABOUT 0.2 MI E. OF THE T-RD. S. AT THE COR. OF
 QR0616'SECS. 19, 24, 25 AND 30.
 QR0616'
 QR0616'HEIGHT OF LIGHT 5.45 FT.  STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0611 ***********************************************************************
 QR0611  DESIGNATION -  REBAR 27
 QR0611  PID         -  QR0611
 QR0611  STATE/COUNTY-  SD/EDMUNDS
 QR0611  COUNTRY     -  US
 QR0611  USGS QUAD   -  MINA (2017)
 QR0611
 QR0611                         *CURRENT SURVEY CONTROL
 QR0611  ______________________________________________________________________
 QR0611* NAD 83(1996) POSITION- 45 24 14.29050(N) 098 49 41.58502(W)   ADJUSTED
 QR0611* NAVD 88 ORTHO HEIGHT -   444.4   (meters)     1458.    (feet) VERTCON3
 QR0611  ______________________________________________________________________
 QR0611  GEOID HEIGHT    -        -23.887 (meters)                     GEOID18
 QR0611  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 QR0611  HORZ ORDER      -  SECOND
 QR0611
 QR0611.The horizontal coordinates were established by classical geodetic methods
 QR0611.and adjusted by the National Geodetic Survey in January 1998.
 QR0611
 QR0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0611
 QR0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0611.GEOID18 height accuracy estimate available here.
 QR0611
 QR0611.Click photographs - Photos may exist for this station.
 QR0611
 QR0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0611
 QR0611. The following values were computed from the NAD 83(1996) position.
 QR0611
 QR0611;                    North         East     Units Scale Factor Converg.
 QR0611;SPC SD N     -   175,199.512   691,732.712   MT  0.99995804   +0 49 45.5
 QR0611;SPC SD N     -   574,800.40  2,269,459.74   sFT  0.99995804   +0 49 45.5
 QR0611;UTM  14      - 5,027,842.245   513,443.568   MT  0.99960222   +0 07 20.4
 QR0611
 QR0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0611!SPC SD N     -   0.99993407  x   0.99995804  =   0.99989212
 QR0611!UTM  14      -   0.99993407  x   0.99960222  =   0.99953632
 QR0611
 QR0611:                Primary Azimuth Mark                     Grid Az
 QR0611:SPC SD N     -  MINA ET                                  349 16 05.0
 QR0611:UTM  14      -  MINA ET                                  349 58 30.1
 QR0611
 QR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1344327842(NAD 83)
 QR0611
 QR0611|---------------------------------------------------------------------|
 QR0611| PID    Reference Object                     Distance      Geod. Az  |
 QR0611|                                                           dddmmss.s |
 QR0611| QR0612 MINA ET                             APPROX. 4.9 KM 3500550.5 |
 QR0611|---------------------------------------------------------------------|
 QR0611
 QR0611                          SUPERSEDED SURVEY CONTROL
 QR0611
 QR0611  NAD 83(1986)-  45 24 14.30489(N)    098 49 41.57631(W) AD(       ) 2
 QR0611  NAD 27      -  45 24 14.39238(N)    098 49 40.19844(W) AD(       ) 2
 QR0611  NGVD 29 (07/19/86)  444.1    (m)         1457.     (f) VERT ANG       
 QR0611
 QR0611.Superseded values are not recommended for survey control.
 QR0611
 QR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0611.See file dsdata.pdf to determine how the superseded data were derived.
 QR0611
 QR0611_MARKER: I = METAL ROD
 QR0611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0611+WITH SETTING: INFORMATION.
 QR0611_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0611
 QR0611  HISTORY     - Date     Condition        Report By
 QR0611  HISTORY     - 1970     MONUMENTED       USGS
 QR0611
 QR0611                          STATION DESCRIPTION
 QR0611
 QR0611'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0611'STATION IS ABOUT 5.5 MI SW. OF PARMLEY, ON THE N. SIDE OF A GRAVEL
 QR0611'RD.  STATION IS A REBAR ABOUT 2 IN. BELOW THE RD. SURFACE, 11.0
 QR0611'FT N. OF THE CENTER OF THE RD. AND 38.5 FT E. OF THE TANGENT OF A
 QR0611'FENCE N., T. 122 N., R. 66 W., ABOUT 0.15 MI W. OF CROSSROADS, AT
 QR0611'THE COR. OF SECS. 5, 6, 7 AND 8.
 QR0611'
 QR0611'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0618 ***********************************************************************
 QR0618  DESIGNATION -  REBAR 37
 QR0618  PID         -  QR0618
 QR0618  STATE/COUNTY-  SD/EDMUNDS
 QR0618  COUNTRY     -  US
 QR0618  USGS QUAD   -  MINA SW (2017)
 QR0618
 QR0618                         *CURRENT SURVEY CONTROL
 QR0618  ______________________________________________________________________
 QR0618* NAD 83(1996) POSITION- 45 19 53.78581(N) 098 53 42.64633(W)   ADJUSTED
 QR0618* NAVD 88 ORTHO HEIGHT -   442.0   (meters)     1450.    (feet) VERTCON3
 QR0618  ______________________________________________________________________
 QR0618  GEOID HEIGHT    -        -23.880 (meters)                     GEOID18
 QR0618  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 QR0618  HORZ ORDER      -  SECOND
 QR0618
 QR0618.The horizontal coordinates were established by classical geodetic methods
 QR0618.and adjusted by the National Geodetic Survey in January 1998.
 QR0618
 QR0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0618
 QR0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0618.GEOID18 height accuracy estimate available here.
 QR0618
 QR0618.Click photographs - Photos may exist for this station.
 QR0618
 QR0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0618
 QR0618. The following values were computed from the NAD 83(1996) position.
 QR0618
 QR0618;                    North         East     Units Scale Factor Converg.
 QR0618;SPC SD N     -   167,084.637   686,600.728   MT  0.99995107   +0 46 54.9
 QR0618;SPC SD N     -   548,176.85  2,252,622.56   sFT  0.99995107   +0 46 54.9
 QR0618;UTM  14      - 5,019,794.171   508,213.663   MT  0.99960083   +0 04 28.4
 QR0618
 QR0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0618!SPC SD N     -   0.99993445  x   0.99995107  =   0.99988552
 QR0618!UTM  14      -   0.99993445  x   0.99960083  =   0.99953530
 QR0618
 QR0618:                Primary Azimuth Mark                     Grid Az
 QR0618:SPC SD N     -  GARY ET                                  089 26 41.0
 QR0618:UTM  14      -  GARY ET                                  090 09 07.5
 QR0618
 QR0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0821319794(NAD 83)
 QR0618
 QR0618|---------------------------------------------------------------------|
 QR0618| PID    Reference Object                     Distance      Geod. Az  |
 QR0618|                                                           dddmmss.s |
 QR0618| QR0617 GARY ET                             APPROX. 4.2 KM 0901335.9 |
 QR0618|---------------------------------------------------------------------|
 QR0618
 QR0618                          SUPERSEDED SURVEY CONTROL
 QR0618
 QR0618  NAD 83(1986)-  45 19 53.80033(N)    098 53 42.64059(W) AD(       ) 2
 QR0618  NAD 27      -  45 19 53.89008(N)    098 53 41.25261(W) AD(       ) 2
 QR0618  NGVD 29 (07/19/86)  441.7    (m)         1449.     (f) VERT ANG       
 QR0618
 QR0618.Superseded values are not recommended for survey control.
 QR0618
 QR0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0618.See file dsdata.pdf to determine how the superseded data were derived.
 QR0618
 QR0618_MARKER: I = METAL ROD
 QR0618_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0618+WITH SETTING: INFORMATION.
 QR0618_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0618
 QR0618  HISTORY     - Date     Condition        Report By
 QR0618  HISTORY     - 1970     MONUMENTED       USGS
 QR0618
 QR0618                          STATION DESCRIPTION
 QR0618
 QR0618'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0618'STATION IS ABOUT 10.2 MI SE. OF IPSWICH, ON THE S. SIDE OF AN
 QR0618'E.-W. MACADAM RD.  STATION IS A REBAR ABOUT 1/2 IN. BELOW THE
 QR0618'SURFACE OF THE RD.  STATION IS 11.3 FT S. OF THE CENTER OF THE
 QR0618'RD., 86.2 FT SW. OF A POWER LINE POLE, TS. 121 AND 122 N., R. 67
 QR0618'W., 0.45 MI W. OF THE COR. OF SECS. 2, 3, 34 AND 35.
 QR0618'
 QR0618'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0936 ***********************************************************************
 PR0936  DESIGNATION -  REBAR 41
 PR0936  PID         -  PR0936
 PR0936  STATE/COUNTY-  SD/DEUEL
 PR0936  COUNTRY     -  US
 PR0936  USGS QUAD   -  GARY (2017)
 PR0936
 PR0936                         *CURRENT SURVEY CONTROL
 PR0936  ______________________________________________________________________
 PR0936* NAD 83(1996) POSITION- 44 45 46.42476(N) 096 27 27.96239(W)   ADJUSTED
 PR0936* NAVD 88 ORTHO HEIGHT -   508.1   (meters)     1667.    (feet) VERTCON3
 PR0936  ______________________________________________________________________
 PR0936  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 PR0936  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 PR0936  HORZ ORDER      -  SECOND
 PR0936
 PR0936.The horizontal coordinates were established by classical geodetic methods
 PR0936.and adjusted by the National Geodetic Survey in January 1998.
 PR0936
 PR0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0936
 PR0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0936.GEOID18 height accuracy estimate available here.
 PR0936
 PR0936.Click photographs - Photos may exist for this station.
 PR0936
 PR0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0936
 PR0936. The following values were computed from the NAD 83(1996) position.
 PR0936
 PR0936;                    North         East     Units Scale Factor Converg.
 PR0936;SPC SD N     -   109,428.972   880,340.315   MT  0.99995171   +2 30 25.1
 PR0936;SPC SD N     -   359,018.22  2,888,249.85   sFT  0.99995171   +2 30 25.1
 PR0936;UTM  14      - 4,959,755.786   701,192.115   MT  1.00009778   +1 47 26.8
 PR0936
 PR0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0936!SPC SD N     -   0.99992434  x   0.99995171  =   0.99987606
 PR0936!UTM  14      -   0.99992434  x   1.00009778  =   1.00002212
 PR0936
 PR0936:                Primary Azimuth Mark                     Grid Az
 PR0936:SPC SD N     -  JENSEN                                   116 25 15.0
 PR0936:UTM  14      -  JENSEN                                   117 08 13.3
 PR0936
 PR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0119259755(NAD 83)
 PR0936
 PR0936|---------------------------------------------------------------------|
 PR0936| PID    Reference Object                     Distance      Geod. Az  |
 PR0936|                                                           dddmmss.s |
 PR0936| PR0747 JENSEN                              APPROX. 3.2 KM 1185540.1 |
 PR0936|---------------------------------------------------------------------|
 PR0936
 PR0936                          SUPERSEDED SURVEY CONTROL
 PR0936
 PR0936  NAD 83(1986)-  44 45 46.42125(N)    096 27 27.94819(W) AD(       ) 2
 PR0936  NGVD 29 (07/19/86)  507.9    (m)         1666.     (f) VERT ANG       
 PR0936
 PR0936.Superseded values are not recommended for survey control.
 PR0936
 PR0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0936.See file dsdata.pdf to determine how the superseded data were derived.
 PR0936
 PR0936_MARKER: I = METAL ROD
 PR0936_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0936+WITH SETTING: INFORMATION.
 PR0936_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0936
 PR0936  HISTORY     - Date     Condition        Report By
 PR0936  HISTORY     - 1968     MONUMENTED       USGS
 PR0936
 PR0936                          STATION DESCRIPTION
 PR0936
 PR0936'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PR0936'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST OF CLEAR LAKE, 10.7
 PR0936'MI (17.2 KM) NORTHEAST OF BRANDT AND 2.0 MI (3.3 KM) SOUTH OF GARY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0966 ***********************************************************************
 PR0966  DESIGNATION -  REBAR 44
 PR0966  PID         -  PR0966
 PR0966  STATE/COUNTY-  SD/BROOKINGS
 PR0966  COUNTRY     -  US
 PR0966  USGS QUAD   -  BROOKINGS NE (2017)
 PR0966
 PR0966                         *CURRENT SURVEY CONTROL
 PR0966  ______________________________________________________________________
 PR0966* NAD 83(1996) POSITION- 44 27 17.99910(N) 096 50 52.03049(W)   ADJUSTED
 PR0966* NAVD 88 ORTHO HEIGHT -   526.6   (meters)     1728.    (feet) VERTCON3
 PR0966  ______________________________________________________________________
 PR0966  GEOID HEIGHT    -        -25.051 (meters)                     GEOID18
 PR0966  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 PR0966  HORZ ORDER      -  SECOND
 PR0966
 PR0966.The horizontal coordinates were established by classical geodetic methods
 PR0966.and adjusted by the National Geodetic Survey in January 1998.
 PR0966
 PR0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0966
 PR0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0966.GEOID18 height accuracy estimate available here.
 PR0966
 PR0966.Click photographs - Photos may exist for this station.
 PR0966
 PR0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0966
 PR0966. The following values were computed from the NAD 83(1996) position.
 PR0966
 PR0966;                    North         East     Units Scale Factor Converg.
 PR0966;SPC SD N     -    73,964.983   850,821.751   MT  0.99999288   +2 13 51.4
 PR0966;SPC SD N     -   242,666.78  2,791,404.36   sFT  0.99999288   +2 13 51.4
 PR0966;UTM  14      - 4,924,663.504   671,228.529   MT  0.99996057   +1 30 27.6
 PR0966
 PR0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0966!SPC SD N     -   0.99992137  x   0.99999288  =   0.99991425
 PR0966!UTM  14      -   0.99992137  x   0.99996057  =   0.99988194
 PR0966
 PR0966:                Primary Azimuth Mark                     Grid Az
 PR0966:SPC SD N     -  BILL                                     275 09 45.9
 PR0966:UTM  14      -  BILL                                     275 53 09.7
 PR0966
 PR0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7122824663(NAD 83)
 PR0966
 PR0966|---------------------------------------------------------------------|
 PR0966| PID    Reference Object                     Distance      Geod. Az  |
 PR0966|                                                           dddmmss.s |
 PR0966| PR0950 WHITE MUNICIPAL TANK                APPROX.16.0 KM 0974245.8 |
 PR0966| PR0978 BILL                                APPROX. 8.6 KM 2772337.3 |
 PR0966|---------------------------------------------------------------------|
 PR0966
 PR0966                          SUPERSEDED SURVEY CONTROL
 PR0966
 PR0966  NAD 83(1986)-  44 27 17.99690(N)    096 50 52.00821(W) AD(       ) 2
 PR0966  NGVD 29 (07/19/86)  526.3    (m)         1727.     (f) VERT ANG       
 PR0966
 PR0966.Superseded values are not recommended for survey control.
 PR0966
 PR0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0966.See file dsdata.pdf to determine how the superseded data were derived.
 PR0966
 PR0966_MARKER: I = METAL ROD
 PR0966_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0966+WITH SETTING: INFORMATION.
 PR0966_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0966
 PR0966  HISTORY     - Date     Condition        Report By
 PR0966  HISTORY     - 1968     MONUMENTED       USGS
 PR0966
 PR0966                          STATION DESCRIPTION
 PR0966
 PR0966'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0966'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH-NORTHEAST OF VOLGA,
 PR0966'8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF ESTELLINE AND 2.4 MI (3.8 KM)
 PR0966'EAST-NORTHEAST OF BRUCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0636 ***********************************************************************
 QR0636  DESIGNATION -  REBAR 45
 QR0636  PID         -  QR0636
 QR0636  STATE/COUNTY-  SD/EDMUNDS
 QR0636  COUNTRY     -  US
 QR0636  USGS QUAD   -  LEOLA SW (2017)
 QR0636
 QR0636                         *CURRENT SURVEY CONTROL
 QR0636  ______________________________________________________________________
 QR0636* NAD 83(1996) POSITION- 45 32 16.45339(N) 098 55 29.97074(W)   ADJUSTED
 QR0636* NAVD 88 ORTHO HEIGHT -   458.9   (meters)     1506.    (feet) VERTCON3
 QR0636  ______________________________________________________________________
 QR0636  GEOID HEIGHT    -        -23.718 (meters)                     GEOID18
 QR0636  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 QR0636  HORZ ORDER      -  SECOND
 QR0636
 QR0636.The horizontal coordinates were established by classical geodetic methods
 QR0636.and adjusted by the National Geodetic Survey in January 1998.
 QR0636
 QR0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0636
 QR0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0636.GEOID18 height accuracy estimate available here.
 QR0636
 QR0636.Click photographs - Photos may exist for this station.
 QR0636
 QR0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0636
 QR0636. The following values were computed from the NAD 83(1996) position.
 QR0636
 QR0636;                    North         East     Units Scale Factor Converg.
 QR0636;SPC SD N     -   189,978.139   683,959.608   MT  0.99997518   +0 45 39.0
 QR0636;SPC SD N     -   623,286.61  2,243,957.48   sFT  0.99997518   +0 45 39.0
 QR0636;UTM  14      - 5,042,710.247   505,856.212   MT  0.99960042   +0 03 12.7
 QR0636
 QR0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0636!SPC SD N     -   0.99993177  x   0.99997518  =   0.99990696
 QR0636!UTM  14      -   0.99993177  x   0.99960042  =   0.99953222
 QR0636
 QR0636:                Primary Azimuth Mark                     Grid Az
 QR0636:SPC SD N     -  JIM ET                                   179 49 26.6
 QR0636:UTM  14      -  JIM ET                                   180 31 52.9
 QR0636
 QR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0585642710(NAD 83)
 QR0636
 QR0636|---------------------------------------------------------------------|
 QR0636| PID    Reference Object                     Distance      Geod. Az  |
 QR0636|                                                           dddmmss.s |
 QR0636| QR0637 JIM ET                              APPROX. 2.2 KM 1803505.6 |
 QR0636|---------------------------------------------------------------------|
 QR0636
 QR0636                          SUPERSEDED SURVEY CONTROL
 QR0636
 QR0636  NAD 83(1986)-  45 32 16.46742(N)    098 55 29.95942(W) AD(       ) 2
 QR0636  NAD 27      -  45 32 16.55469(N)    098 55 28.57037(W) AD(       ) 2
 QR0636  NGVD 29 (07/19/86)  458.6    (m)         1505.     (f) VERT ANG       
 QR0636
 QR0636.Superseded values are not recommended for survey control.
 QR0636
 QR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0636.See file dsdata.pdf to determine how the superseded data were derived.
 QR0636
 QR0636_MARKER: I = METAL ROD
 QR0636_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0636+WITH SETTING: INFORMATION.
 QR0636_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0636
 QR0636  HISTORY     - Date     Condition        Report By
 QR0636  HISTORY     - 1970     MONUMENTED       USGS
 QR0636
 QR0636                          STATION DESCRIPTION
 QR0636
 QR0636'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0636'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON TOP OF THE
 QR0636'MOST PROMINENT HILL IN VICINITY, 51 FT N. AND 14 FT E. CENTER
 QR0636'HWY. AT FENCE W., T. 124 N., R. 67 W., NEAR THE S. SIXTEENTH
 QR0636'COR. BETWEEN SECS. 20 AND 21.
 QR0636'
 QR0636'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0680 ***********************************************************************
 QS0680  DESIGNATION -  REBAR 47
 QS0680  PID         -  QS0680
 QS0680  STATE/COUNTY-  SD/CAMPBELL
 QS0680  COUNTRY     -  US
 QS0680  USGS QUAD   -  MOUND CITY (2017)
 QS0680
 QS0680                         *CURRENT SURVEY CONTROL
 QS0680  ______________________________________________________________________
 QS0680* NAD 83(1996) POSITION- 45 38 07.14283(N) 100 04 07.24225(W)   ADJUSTED
 QS0680* NAVD 88 ORTHO HEIGHT -   523.2   (meters)     1717.    (feet) VERTCON3
 QS0680  ______________________________________________________________________
 QS0680  GEOID HEIGHT    -        -22.310 (meters)                     GEOID18
 QS0680  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 QS0680  HORZ ORDER      -  SECOND
 QS0680
 QS0680.The horizontal coordinates were established by classical geodetic methods
 QS0680.and adjusted by the National Geodetic Survey in January 1998.
 QS0680
 QS0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0680
 QS0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0680.GEOID18 height accuracy estimate available here.
 QS0680
 QS0680.Click photographs - Photos may exist for this station.
 QS0680
 QS0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0680
 QS0680. The following values were computed from the NAD 83(1996) position.
 QS0680
 QS0680;                    North         East     Units Scale Factor Converg.
 QS0680;SPC SD N     -   200,249.650   594,645.150   MT  0.99999109   -0 02 55.0
 QS0680;SPC SD N     -   656,985.73  1,950,931.63   sFT  0.99999109   -0 02 55.0
 QS0680;UTM  14      - 5,054,085.414   416,707.906   MT  0.99968529   -0 45 50.6
 QS0680
 QS0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0680!SPC SD N     -   0.99992148  x   0.99999109  =   0.99991257
 QS0680!UTM  14      -   0.99992148  x   0.99968529  =   0.99960680
 QS0680
 QS0680:                Primary Azimuth Mark                     Grid Az
 QS0680:SPC SD N     -  HARRY                                    359 36 37.0
 QS0680:UTM  14      -  HARRY                                    000 19 32.6
 QS0680
 QS0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1670754085(NAD 83)
 QS0680
 QS0680|---------------------------------------------------------------------|
 QS0680| PID    Reference Object                     Distance      Geod. Az  |
 QS0680|                                                           dddmmss.s |
 QS0680| QS0675 HARRY                               APPROX. 3.1 KM 3593342.0 |
 QS0680|---------------------------------------------------------------------|
 QS0680
 QS0680                          SUPERSEDED SURVEY CONTROL
 QS0680
 QS0680  NAD 83(1986)-  45 38 07.13215(N)    100 04 07.23989(W) AD(       ) 2
 QS0680  NGVD 29 (07/19/86)  522.8    (m)         1715.     (f) VERT ANG       
 QS0680
 QS0680.Superseded values are not recommended for survey control.
 QS0680
 QS0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0680.See file dsdata.pdf to determine how the superseded data were derived.
 QS0680
 QS0680_MARKER: I = METAL ROD
 QS0680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0680+WITH SETTING: INFORMATION.
 QS0680_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0680
 QS0680  HISTORY     - Date     Condition        Report By
 QS0680  HISTORY     - 1967     MONUMENTED       USGS
 QS0680
 QS0680                          STATION DESCRIPTION
 QS0680
 QS0680'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0680'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTHEAST OF GLENHAM, 9.1
 QS0680'MI (14.6 KM) NORTH OF SELBY AND 6.2 MI (10.0 KM) SOUTH OF MOUND CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0641 ***********************************************************************
 QR0641  DESIGNATION -  REBAR 48
 QR0641  PID         -  QR0641
 QR0641  STATE/COUNTY-  SD/MCPHERSON
 QR0641  COUNTRY     -  US
 QR0641  USGS QUAD   -  LEOLA (2017)
 QR0641
 QR0641                         *CURRENT SURVEY CONTROL
 QR0641  ______________________________________________________________________
 QR0641* NAD 83(1996) POSITION- 45 38 25.60063(N) 098 54 38.79153(W)   ADJUSTED
 QR0641* NAVD 88 ORTHO HEIGHT -   464.3   (meters)     1523.    (feet) VERTCON3
 QR0641  ______________________________________________________________________
 QR0641  GEOID HEIGHT    -        -23.807 (meters)                     GEOID18
 QR0641  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 QR0641  HORZ ORDER      -  SECOND
 QR0641
 QR0641.The horizontal coordinates were established by classical geodetic methods
 QR0641.and adjusted by the National Geodetic Survey in January 1998.
 QR0641
 QR0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0641
 QR0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0641.GEOID18 height accuracy estimate available here.
 QR0641
 QR0641.Click photographs - Photos may exist for this station.
 QR0641
 QR0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0641
 QR0641. The following values were computed from the NAD 83(1996) position.
 QR0641
 QR0641;                    North         East     Units Scale Factor Converg.
 QR0641;SPC SD N     -   201,388.492   684,916.535   MT  0.99999200   +0 46 15.2
 QR0641;SPC SD N     -   660,722.08  2,247,097.00   sFT  0.99999200   +0 46 15.2
 QR0641;UTM  14      - 5,054,103.557   506,953.479   MT  0.99960059   +0 03 49.7
 QR0641
 QR0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0641!SPC SD N     -   0.99993094  x   0.99999200  =   0.99992294
 QR0641!UTM  14      -   0.99993094  x   0.99960059  =   0.99953156
 QR0641
 QR0641:                Primary Azimuth Mark                     Grid Az
 QR0641:SPC SD N     -  CORN ET                                  323 30 16.8
 QR0641:UTM  14      -  CORN ET                                  324 12 42.3
 QR0641
 QR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0695354103(NAD 83)
 QR0641
 QR0641|---------------------------------------------------------------------|
 QR0641| PID    Reference Object                     Distance      Geod. Az  |
 QR0641|                                                           dddmmss.s |
 QR0641| QR0642 CORN ET                             APPROX. 2.8 KM 3241632.0 |
 QR0641|---------------------------------------------------------------------|
 QR0641
 QR0641                          SUPERSEDED SURVEY CONTROL
 QR0641
 QR0641  NAD 83(1986)-  45 38 25.61329(N)    098 54 38.77803(W) AD(       ) 2
 QR0641  NAD 27      -  45 38 25.69949(N)    098 54 37.39563(W) AD(       ) 2
 QR0641  NGVD 29 (07/19/86)  464.0    (m)         1522.     (f) VERT ANG       
 QR0641
 QR0641.Superseded values are not recommended for survey control.
 QR0641
 QR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0641.See file dsdata.pdf to determine how the superseded data were derived.
 QR0641
 QR0641_MARKER: I = METAL ROD
 QR0641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0641+WITH SETTING: INFORMATION.
 QR0641_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0641
 QR0641  HISTORY     - Date     Condition        Report By
 QR0641  HISTORY     - 1970     MONUMENTED       USGS
 QR0641
 QR0641                          STATION DESCRIPTION
 QR0641
 QR0641'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0641'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE ON SHOULDER OF
 QR0641'RD., 98 FT N. AND 12 FT E. CENTER RD. AT DRIVE E. ON A SMALL RISE,
 QR0641'T. 125 N., R. 67 W., ABOUT 0.15 MI S. OF QUARTER COR. BETWEEN
 QR0641'SECS. 15 AND 16.
 QR0641'
 QR0641'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0947 ***********************************************************************
 PR0947  DESIGNATION -  REBAR 48
 PR0947  PID         -  PR0947
 PR0947  STATE/COUNTY-  SD/BROOKINGS
 PR0947  COUNTRY     -  US
 PR0947  USGS QUAD   -  WHITE NE (2017)
 PR0947
 PR0947                         *CURRENT SURVEY CONTROL
 PR0947  ______________________________________________________________________
 PR0947* NAD 83(1996) POSITION- 44 26 24.79581(N) 096 36 02.07965(W)   ADJUSTED
 PR0947* NAVD 88 ORTHO HEIGHT -   584.4   (meters)     1917.    (feet) VERTCON3
 PR0947  ______________________________________________________________________
 PR0947  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 PR0947  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 PR0947  HORZ ORDER      -  SECOND
 PR0947
 PR0947.The horizontal coordinates were established by classical geodetic methods
 PR0947.and adjusted by the National Geodetic Survey in January 1998.
 PR0947
 PR0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0947
 PR0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0947.GEOID18 height accuracy estimate available here.
 PR0947
 PR0947.Click photographs - Photos may exist for this station.
 PR0947
 PR0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0947
 PR0947. The following values were computed from the NAD 83(1996) position.
 PR0947
 PR0947;                    North         East     Units Scale Factor Converg.
 PR0947;SPC SD N     -    73,120.146   870,549.941   MT  0.99999557   +2 24 21.2
 PR0947;SPC SD N     -   239,895.01  2,856,129.26   sFT  0.99999557   +2 24 21.2
 PR0947;UTM  14      - 4,923,569.326   690,944.649   MT  1.00004840   +1 40 49.8
 PR0947
 PR0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0947!SPC SD N     -   0.99991235  x   0.99999557  =   0.99990792
 PR0947!UTM  14      -   0.99991235  x   1.00004840  =   0.99996075
 PR0947
 PR0947:                Primary Azimuth Mark                     Grid Az
 PR0947:SPC SD N     -  WATSON                                   130 12 24.7
 PR0947:UTM  14      -  WATSON                                   130 55 56.1
 PR0947
 PR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9094423569(NAD 83)
 PR0947
 PR0947|---------------------------------------------------------------------|
 PR0947| PID    Reference Object                     Distance      Geod. Az  |
 PR0947|                                                           dddmmss.s |
 PR0947| PR0946 WATSON                              APPROX. 3.8 KM 1323645.9 |
 PR0947| PR0950 WHITE MUNICIPAL TANK                APPROX. 3.9 KM 2621517.1 |
 PR0947|---------------------------------------------------------------------|
 PR0947
 PR0947                          SUPERSEDED SURVEY CONTROL
 PR0947
 PR0947  NAD 83(1986)-  44 26 24.79371(N)    096 36 02.05930(W) AD(       ) 2
 PR0947  NGVD 29 (07/19/86)  584.1    (m)         1916.     (f) VERT ANG       
 PR0947
 PR0947.Superseded values are not recommended for survey control.
 PR0947
 PR0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0947.See file dsdata.pdf to determine how the superseded data were derived.
 PR0947
 PR0947_MARKER: I = METAL ROD
 PR0947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0947+WITH SETTING: INFORMATION.
 PR0947_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0947
 PR0947  HISTORY     - Date     Condition        Report By
 PR0947  HISTORY     - 1968     MONUMENTED       USGS
 PR0947
 PR0947                          STATION DESCRIPTION
 PR0947
 PR0947'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0947'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF TORONTO,
 PR0947'8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF ASTORIA AND 2.4 MI (3.9 KM) EAST
 PR0947'OF WHITE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0679 ***********************************************************************
 QS0679  DESIGNATION -  REBAR 50
 QS0679  PID         -  QS0679
 QS0679  STATE/COUNTY-  SD/CAMPBELL
 QS0679  COUNTRY     -  US
 QS0679  USGS QUAD   -  MOUND CITY (2017)
 QS0679
 QS0679                         *CURRENT SURVEY CONTROL
 QS0679  ______________________________________________________________________
 QS0679* NAD 83(1996) POSITION- 45 43 50.26223(N) 100 04 08.01636(W)   ADJUSTED
 QS0679* NAVD 88 ORTHO HEIGHT -   531.5   (meters)     1744.    (feet) VERTCON3
 QS0679  ______________________________________________________________________
 QS0679  GEOID HEIGHT    -        -22.274 (meters)                     GEOID18
 QS0679  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 QS0679  HORZ ORDER      -  SECOND
 QS0679
 QS0679.The horizontal coordinates were established by classical geodetic methods
 QS0679.and adjusted by the National Geodetic Survey in January 1998.
 QS0679
 QS0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0679
 QS0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0679.GEOID18 height accuracy estimate available here.
 QS0679
 QS0679.Click photographs - Photos may exist for this station.
 QS0679
 QS0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0679
 QS0679. The following values were computed from the NAD 83(1996) position.
 QS0679
 QS0679;                    North         East     Units Scale Factor Converg.
 QS0679;SPC SD N     -   210,843.008   594,637.399   MT  1.00000947   -0 02 55.5
 QS0679;SPC SD N     -   691,740.77  1,950,906.20   sFT  1.00000947   -0 02 55.5
 QS0679;UTM  14      - 5,064,674.706   416,832.505   MT  0.99968504   -0 45 55.6
 QS0679
 QS0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0679!SPC SD N     -   0.99992018  x   1.00000947  =   0.99992965
 QS0679!UTM  14      -   0.99992018  x   0.99968504  =   0.99960524
 QS0679
 QS0679:                Primary Azimuth Mark                     Grid Az
 QS0679:SPC SD N     -  CHESTER                                  179 33 41.4
 QS0679:UTM  14      -  CHESTER                                  180 16 41.5
 QS0679
 QS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1683264674(NAD 83)
 QS0679
 QS0679|---------------------------------------------------------------------|
 QS0679| PID    Reference Object                     Distance      Geod. Az  |
 QS0679|                                                           dddmmss.s |
 QS0679| QS0674 CHESTER                             APPROX. 1.5 KM 1793045.9 |
 QS0679|---------------------------------------------------------------------|
 QS0679
 QS0679                          SUPERSEDED SURVEY CONTROL
 QS0679
 QS0679  NAD 83(1986)-  45 43 50.25132(N)    100 04 08.01312(W) AD(       ) 2
 QS0679  NGVD 29 (07/19/86)  531.1    (m)         1742.     (f) VERT ANG       
 QS0679
 QS0679.Superseded values are not recommended for survey control.
 QS0679
 QS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0679.See file dsdata.pdf to determine how the superseded data were derived.
 QS0679
 QS0679_MARKER: I = METAL ROD
 QS0679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0679+WITH SETTING: INFORMATION.
 QS0679_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0679
 QS0679  HISTORY     - Date     Condition        Report By
 QS0679  HISTORY     - 1967     MONUMENTED       USGS
 QS0679
 QS0679                          STATION DESCRIPTION
 QS0679
 QS0679'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0679'THE MARK IS LOCATED ABOUT 15.6 MI (25.1 KM) NORTH OF SELBY, 7.2 MI
 QS0679'(11.6 KM) SOUTH OF HERREID AND IN THE TOWN OF MOUND CITY, SD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0665 ***********************************************************************
 QS0665  DESIGNATION -  REBAR 51
 QS0665  PID         -  QS0665
 QS0665  STATE/COUNTY-  SD/CAMPBELL
 QS0665  COUNTRY     -  US
 QS0665  USGS QUAD   -  HERREID (2017)
 QS0665
 QS0665                         *CURRENT SURVEY CONTROL
 QS0665  ______________________________________________________________________
 QS0665* NAD 83(1996) POSITION- 45 45 47.18226(N) 100 04 07.59041(W)   ADJUSTED
 QS0665* NAVD 88 ORTHO HEIGHT -   520.2   (meters)     1707.    (feet) VERTCON3
 QS0665  ______________________________________________________________________
 QS0665  GEOID HEIGHT    -        -22.242 (meters)                     GEOID18
 QS0665  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 QS0665  HORZ ORDER      -  SECOND
 QS0665
 QS0665.The horizontal coordinates were established by classical geodetic methods
 QS0665.and adjusted by the National Geodetic Survey in January 1998.
 QS0665
 QS0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0665
 QS0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0665.GEOID18 height accuracy estimate available here.
 QS0665
 QS0665.Click photographs - Photos may exist for this station.
 QS0665
 QS0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0665
 QS0665. The following values were computed from the NAD 83(1996) position.
 QS0665
 QS0665;                    North         East     Units Scale Factor Converg.
 QS0665;SPC SD N     -   214,452.833   594,649.676   MT  1.00001637   -0 02 55.2
 QS0665;SPC SD N     -   703,584.00  1,950,946.48   sFT  1.00001637   -0 02 55.2
 QS0665;UTM  14      - 5,068,282.911   416,889.927   MT  0.99968492   -0 45 56.8
 QS0665
 QS0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0665!SPC SD N     -   0.99992194  x   1.00001637  =   0.99993831
 QS0665!UTM  14      -   0.99992194  x   0.99968492  =   0.99960689
 QS0665
 QS0665:                Primary Azimuth Mark                     Grid Az
 QS0665:SPC SD N     -  FRANK                                    359 56 03.7
 QS0665:UTM  14      -  FRANK                                    000 39 05.3
 QS0665
 QS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1688968282(NAD 83)
 QS0665
 QS0665|---------------------------------------------------------------------|
 QS0665| PID    Reference Object                     Distance      Geod. Az  |
 QS0665|                                                           dddmmss.s |
 QS0665| QS0661 FRANK                               APPROX. 2.0 KM 3595308.5 |
 QS0665|---------------------------------------------------------------------|
 QS0665
 QS0665                          SUPERSEDED SURVEY CONTROL
 QS0665
 QS0665  NAD 83(1986)-  45 45 47.17127(N)    100 04 07.58687(W) AD(       ) 2
 QS0665  NGVD 29 (07/19/86)  519.8    (m)         1705.     (f) VERT ANG       
 QS0665
 QS0665.Superseded values are not recommended for survey control.
 QS0665
 QS0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0665.See file dsdata.pdf to determine how the superseded data were derived.
 QS0665
 QS0665_MARKER: I = METAL ROD
 QS0665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0665+WITH SETTING: INFORMATION.
 QS0665_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0665
 QS0665  HISTORY     - Date     Condition        Report By
 QS0665  HISTORY     - 1967     MONUMENTED       USGS
 QS0665
 QS0665                          STATION DESCRIPTION
 QS0665
 QS0665'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0665'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) SOUTHEAST OF POLLOCK, 4.9
 QS0665'MI (8.0 KM) SOUTH OF HERREID AND 2.6 MI (4.2 KM) NORTH OF MOUND CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0656 ***********************************************************************
 QR0656  DESIGNATION -  REBAR 52
 QR0656  PID         -  QR0656
 QR0656  STATE/COUNTY-  SD/MCPHERSON
 QR0656  COUNTRY     -  US
 QR0656  USGS QUAD   -  LONG LAKE NE (2017)
 QR0656
 QR0656                         *CURRENT SURVEY CONTROL
 QR0656  ______________________________________________________________________
 QR0656* NAD 83(1996) POSITION- 45 52 45.48762(N) 099 03 36.13584(W)   ADJUSTED
 QR0656* NAVD 88 ORTHO HEIGHT -   644.7   (meters)     2115.    (feet) VERTCON3
 QR0656  ______________________________________________________________________
 QR0656  GEOID HEIGHT    -        -23.523 (meters)                     GEOID18
 QR0656  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 QR0656  HORZ ORDER      -  SECOND
 QR0656
 QR0656.The horizontal coordinates were established by classical geodetic methods
 QR0656.and adjusted by the National Geodetic Survey in January 1998.
 QR0656
 QR0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0656
 QR0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0656.GEOID18 height accuracy estimate available here.
 QR0656
 QR0656.Click photographs - Photos may exist for this station.
 QR0656
 QR0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0656
 QR0656. The following values were computed from the NAD 83(1996) position.
 QR0656
 QR0656;                    North         East     Units Scale Factor Converg.
 QR0656;SPC SD N     -   227,789.506   672,972.287   MT  1.00004373   +0 39 54.9
 QR0656;SPC SD N     -   747,339.40  2,207,909.91   sFT  1.00004373   +0 39 54.9
 QR0656;UTM  14      - 5,080,639.024   495,341.042   MT  0.99960027   -0 02 35.2
 QR0656
 QR0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0656!SPC SD N     -   0.99990263  x   1.00004373  =   0.99994635
 QR0656!UTM  14      -   0.99990263  x   0.99960027  =   0.99950293
 QR0656
 QR0656:                Primary Azimuth Mark                     Grid Az
 QR0656:SPC SD N     -  ROY ET                                   138 47 15.8
 QR0656:UTM  14      -  ROY ET                                   139 29 45.9
 QR0656
 QR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9534180639(NAD 83)
 QR0656
 QR0656|---------------------------------------------------------------------|
 QR0656| PID    Reference Object                     Distance      Geod. Az  |
 QR0656|                                                           dddmmss.s |
 QR0656| QR0657 ROY ET                              APPROX. 5.9 KM 1392710.7 |
 QR0656|---------------------------------------------------------------------|
 QR0656
 QR0656                          SUPERSEDED SURVEY CONTROL
 QR0656
 QR0656  NAD 83(1986)-  45 52 45.49537(N)    099 03 36.12333(W) AD(       ) 2
 QR0656  NAD 27      -  45 52 45.58998(N)    099 03 34.72494(W) AD(       ) 2
 QR0656  NGVD 29 (07/19/86)  644.3    (m)         2114.     (f) VERT ANG       
 QR0656
 QR0656.Superseded values are not recommended for survey control.
 QR0656
 QR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0656.See file dsdata.pdf to determine how the superseded data were derived.
 QR0656
 QR0656_MARKER: I = METAL ROD
 QR0656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0656+WITH SETTING: INFORMATION.
 QR0656_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0656
 QR0656  HISTORY     - Date     Condition        Report By
 QR0656  HISTORY     - 1970     MONUMENTED       USGS
 QR0656
 QR0656                          STATION DESCRIPTION
 QR0656
 QR0656'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0656'STATION IS A REBAR DRIVEN ABOUT 2 IN. BELOW THE SURFACE ON TOP OF
 QR0656'THE MOST PROMINENT HILL IN VICINITY, T. 128 N., R. 68 W., ABOUT
 QR0656'0.1 MI N. AND ABOUT 0.15 MI W. OF THE N. SIXTEENTH COR. BETWEEN
 QR0656'SECS. 28 AND 29.
 QR0656'
 QR0656'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0652 ***********************************************************************
 QR0652  DESIGNATION -  REBAR 55
 QR0652  PID         -  QR0652
 QR0652  STATE/COUNTY-  SD/MCPHERSON
 QR0652  COUNTRY     -  US
 QR0652  USGS QUAD   -  FORBES NW (2017)
 QR0652
 QR0652                         *CURRENT SURVEY CONTROL
 QR0652  ______________________________________________________________________
 QR0652* NAD 83(1996) POSITION- 45 56 09.05263(N) 098 58 36.52931(W)   ADJUSTED
 QR0652* NAVD 88 ORTHO HEIGHT -   657.9   (meters)     2158.    (feet) VERTCON3
 QR0652  ______________________________________________________________________
 QR0652  GEOID HEIGHT    -        -23.642 (meters)                     GEOID18
 QR0652  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 QR0652  HORZ ORDER      -  SECOND
 QR0652
 QR0652.The horizontal coordinates were established by classical geodetic methods
 QR0652.and adjusted by the National Geodetic Survey in January 1998.
 QR0652
 QR0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0652
 QR0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0652.GEOID18 height accuracy estimate available here.
 QR0652
 QR0652.Click photographs - Photos may exist for this station.
 QR0652
 QR0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0652
 QR0652. The following values were computed from the NAD 83(1996) position.
 QR0652
 QR0652;                    North         East     Units Scale Factor Converg.
 QR0652;SPC SD N     -   234,152.704   679,353.469   MT  1.00005855   +0 43 26.9
 QR0652;SPC SD N     -   768,216.00  2,228,845.51   sFT  1.00005855   +0 43 26.9
 QR0652;UTM  14      - 5,086,920.061   501,797.443   MT  0.99960004   +0 00 60.0
 QR0652
 QR0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0652!SPC SD N     -   0.99990058  x   1.00005855  =   0.99995912
 QR0652!UTM  14      -   0.99990058  x   0.99960004  =   0.99950065
 QR0652
 QR0652:                Primary Azimuth Mark                     Grid Az
 QR0652:SPC SD N     -  REBAR 56                                 080 47 07.1
 QR0652:UTM  14      -  REBAR 56                                 081 29 34.0
 QR0652
 QR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0179786920(NAD 83)
 QR0652
 QR0652|---------------------------------------------------------------------|
 QR0652| PID    Reference Object                     Distance      Geod. Az  |
 QR0652|                                                           dddmmss.s |
 QR0652| QR0651 REBAR 56                            APPROX. 2.7 KM 0813034.0 |
 QR0652|---------------------------------------------------------------------|
 QR0652
 QR0652                          SUPERSEDED SURVEY CONTROL
 QR0652
 QR0652  NAD 83(1986)-  45 56 09.06057(N)    098 58 36.51747(W) AD(       ) 2
 QR0652  NAD 27      -  45 56 09.15861(N)    098 58 35.12835(W) AD(       ) 2
 QR0652  NGVD 29 (07/19/86)  657.5    (m)         2157.     (f) VERT ANG       
 QR0652
 QR0652.Superseded values are not recommended for survey control.
 QR0652
 QR0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0652.See file dsdata.pdf to determine how the superseded data were derived.
 QR0652
 QR0652_MARKER: I = METAL ROD
 QR0652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0652+WITH SETTING: INFORMATION.
 QR0652_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0652
 QR0652  HISTORY     - Date     Condition        Report By
 QR0652  HISTORY     - 1970     MONUMENTED       USGS
 QR0652
 QR0652                          STATION DESCRIPTION
 QR0652
 QR0652'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0652'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON TOP OF THE
 QR0652'MOST PROMINENT HILL IN VICINITY, T. 128 N., R. 68 W., ABOUT 0.25
 QR0652'MI S. AND ABOUT 0.3 MI E. OF THE N. QUARTER COR. OF SEC. 1.
 QR0652'
 QR0652'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0633 ***********************************************************************
 QR0633  DESIGNATION -  REBAR 63
 QR0633  PID         -  QR0633
 QR0633  STATE/COUNTY-  SD/MCPHERSON
 QR0633  COUNTRY     -  US
 QR0633  USGS QUAD   -  WETONKA NORTH (2017)
 QR0633
 QR0633                         *CURRENT SURVEY CONTROL
 QR0633  ______________________________________________________________________
 QR0633* NAD 83(1996) POSITION- 45 39 16.95772(N) 098 50 55.14815(W)   ADJUSTED
 QR0633* NAVD 88 ORTHO HEIGHT -   457.6   (meters)     1501.    (feet) VERTCON3
 QR0633  ______________________________________________________________________
 QR0633  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 QR0633  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 QR0633  HORZ ORDER      -  SECOND
 QR0633
 QR0633.The horizontal coordinates were established by classical geodetic methods
 QR0633.and adjusted by the National Geodetic Survey in January 1998.
 QR0633
 QR0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0633
 QR0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0633.GEOID18 height accuracy estimate available here.
 QR0633
 QR0633.Click photographs - Photos may exist for this station.
 QR0633
 QR0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0633
 QR0633. The following values were computed from the NAD 83(1996) position.
 QR0633
 QR0633;                    North         East     Units Scale Factor Converg.
 QR0633;SPC SD N     -   203,040.912   689,736.824   MT  0.99999460   +0 48 53.5
 QR0633;SPC SD N     -   666,143.39  2,262,911.56   sFT  0.99999460   +0 48 53.5
 QR0633;UTM  14      - 5,055,695.760   511,791.888   MT  0.99960171   +0 06 29.6
 QR0633
 QR0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0633!SPC SD N     -   0.99993200  x   0.99999460  =   0.99992660
 QR0633!UTM  14      -   0.99993200  x   0.99960171  =   0.99953374
 QR0633
 QR0633:                Primary Azimuth Mark                     Grid Az
 QR0633:SPC SD N     -  CORN ET                                  275 04 18.9
 QR0633:UTM  14      -  CORN ET                                  275 46 42.8
 QR0633
 QR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1179155695(NAD 83)
 QR0633
 QR0633|---------------------------------------------------------------------|
 QR0633| PID    Reference Object                     Distance      Geod. Az  |
 QR0633|                                                           dddmmss.s |
 QR0633| QR0642 CORN ET                             APPROX. 6.5 KM 2755312.4 |
 QR0633|---------------------------------------------------------------------|
 QR0633
 QR0633                          SUPERSEDED SURVEY CONTROL
 QR0633
 QR0633  NAD 83(1986)-  45 39 16.97069(N)    098 50 55.13471(W) AD(       ) 2
 QR0633  NAD 27      -  45 39 17.05503(N)    098 50 53.75979(W) AD(       ) 2
 QR0633  NGVD 29 (07/19/86)  457.3    (m)         1500.     (f) VERT ANG       
 QR0633
 QR0633.Superseded values are not recommended for survey control.
 QR0633
 QR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0633.See file dsdata.pdf to determine how the superseded data were derived.
 QR0633
 QR0633_MARKER: I = METAL ROD
 QR0633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0633+WITH SETTING: INFORMATION.
 QR0633_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0633
 QR0633  HISTORY     - Date     Condition        Report By
 QR0633  HISTORY     - 1970     MONUMENTED       USGS
 QR0633
 QR0633                          STATION DESCRIPTION
 QR0633
 QR0633'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0633'STATION IS A REBAR DRIVEN INTO SHOULDER OF RD., ABOUT 200 FT
 QR0633'S. OF CREST OF HILL, 63 FT S. AND 10 FT E. CENTER RD. AT FENCE
 QR0633'E., T. 125 N., RS. 66 AND 67 W., ABOUT 0.3 MI N. OF THE COR. OF
 QR0633'SECS. 1, 6, 7 AND 12.
 QR0633'
 QR0633'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0695 ***********************************************************************
 QS0695  DESIGNATION -  REBAR 70
 QS0695  PID         -  QS0695
 QS0695  STATE/COUNTY-  SD/CAMPBELL
 QS0695  COUNTRY     -  US
 QS0695  USGS QUAD   -  SELBY NW (2017)
 QS0695
 QS0695                         *CURRENT SURVEY CONTROL
 QS0695  ______________________________________________________________________
 QS0695* NAD 83(1996) POSITION- 45 42 35.77976(N) 100 11 49.32770(W)   ADJUSTED
 QS0695* NAVD 88 ORTHO HEIGHT -   648.3   (meters)     2127.    (feet) VERTCON3
 QS0695  ______________________________________________________________________
 QS0695  GEOID HEIGHT    -        -22.093 (meters)                     GEOID18
 QS0695  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 QS0695  HORZ ORDER      -  SECOND
 QS0695
 QS0695.The horizontal coordinates were established by classical geodetic methods
 QS0695.and adjusted by the National Geodetic Survey in January 1998.
 QS0695
 QS0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0695
 QS0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0695.GEOID18 height accuracy estimate available here.
 QS0695
 QS0695.Click photographs - Photos may exist for this station.
 QS0695
 QS0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0695
 QS0695. The following values were computed from the NAD 83(1996) position.
 QS0695
 QS0695;                    North         East     Units Scale Factor Converg.
 QS0695;SPC SD N     -   208,559.820   584,657.359   MT  1.00000524   -0 08 22.0
 QS0695;SPC SD N     -   684,250.01  1,918,163.35   sFT  1.00000524   -0 08 22.0
 QS0695;UTM  14      - 5,062,517.270   406,827.791   MT  0.99970673   -0 51 24.9
 QS0695
 QS0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0695!SPC SD N     -   0.99990184  x   1.00000524  =   0.99990708
 QS0695!UTM  14      -   0.99990184  x   0.99970673  =   0.99960860
 QS0695
 QS0695:                Primary Azimuth Mark                     Grid Az
 QS0695:SPC SD N     -  MARLIN                                   149 52 55.3
 QS0695:UTM  14      -  MARLIN                                   150 35 58.2
 QS0695
 QS0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0682762517(NAD 83)
 QS0695
 QS0695|---------------------------------------------------------------------|
 QS0695| PID    Reference Object                     Distance      Geod. Az  |
 QS0695|                                                           dddmmss.s |
 QS0695| QS0689 MARLIN                              APPROX. 3.8 KM 1494433.3 |
 QS0695|---------------------------------------------------------------------|
 QS0695
 QS0695                          SUPERSEDED SURVEY CONTROL
 QS0695
 QS0695  NAD 83(1986)-  45 42 35.76931(N)    100 11 49.32463(W) AD(       ) 2
 QS0695  NGVD 29 (07/19/86)  647.9    (m)         2126.     (f) VERT ANG       
 QS0695
 QS0695.Superseded values are not recommended for survey control.
 QS0695
 QS0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0695.See file dsdata.pdf to determine how the superseded data were derived.
 QS0695
 QS0695_MARKER: I = METAL ROD
 QS0695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0695+WITH SETTING: INFORMATION.
 QS0695_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0695
 QS0695  HISTORY     - Date     Condition        Report By
 QS0695  HISTORY     - 1967     MONUMENTED       USGS
 QS0695
 QS0695                          STATION DESCRIPTION
 QS0695
 QS0695'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0695'THE MARK IS LOCATED ABOUT 12.8 MI (20.5 KM) NORTH-NORTHEAST OF
 QS0695'GLENHAM, 10.6 MI (17.1 KM) SOUTHWEST OF HERREID AND 6.3 MI (10.2 KM)
 QS0695'WEST OF MOUND CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0632 ***********************************************************************
 QR0632  DESIGNATION -  REBAR 71
 QR0632  PID         -  QR0632
 QR0632  STATE/COUNTY-  SD/MCPHERSON
 QR0632  COUNTRY     -  US
 QR0632  USGS QUAD   -  WETONKA NORTH (2017)
 QR0632
 QR0632                         *CURRENT SURVEY CONTROL
 QR0632  ______________________________________________________________________
 QR0632* NAD 83(1996) POSITION- 45 44 10.95049(N) 098 45 13.67844(W)   ADJUSTED
 QR0632* NAVD 88 ORTHO HEIGHT -   455.4   (meters)     1494.    (feet) VERTCON3
 QR0632  ______________________________________________________________________
 QR0632  GEOID HEIGHT    -        -24.039 (meters)                     GEOID18
 QR0632  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 QR0632  HORZ ORDER      -  SECOND
 QR0632
 QR0632.The horizontal coordinates were established by classical geodetic methods
 QR0632.and adjusted by the National Geodetic Survey in January 1998.
 QR0632
 QR0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0632
 QR0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0632.GEOID18 height accuracy estimate available here.
 QR0632
 QR0632.Click photographs - Photos may exist for this station.
 QR0632
 QR0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0632
 QR0632. The following values were computed from the NAD 83(1996) position.
 QR0632
 QR0632;                    North         East     Units Scale Factor Converg.
 QR0632;SPC SD N     -   212,225.979   696,989.429   MT  1.00001067   +0 52 55.1
 QR0632;SPC SD N     -   696,278.07  2,286,706.15   sFT  1.00001067   +0 52 55.1
 QR0632;UTM  14      - 5,064,787.111   519,154.202   MT  0.99960451   +0 10 34.7
 QR0632
 QR0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0632!SPC SD N     -   0.99993237  x   1.00001067  =   0.99994304
 QR0632!UTM  14      -   0.99993237  x   0.99960451  =   0.99953691
 QR0632
 QR0632:                Primary Azimuth Mark                     Grid Az
 QR0632:SPC SD N     -  CARL                                     336 43 33.8
 QR0632:UTM  14      -  CARL                                     337 25 54.2
 QR0632
 QR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1915464787(NAD 83)
 QR0632
 QR0632|---------------------------------------------------------------------|
 QR0632| PID    Reference Object                     Distance      Geod. Az  |
 QR0632|                                                           dddmmss.s |
 QR0632| QR0646 CARL                                APPROX. 7.9 KM 3373628.9 |
 QR0632|---------------------------------------------------------------------|
 QR0632
 QR0632                          SUPERSEDED SURVEY CONTROL
 QR0632
 QR0632  NAD 83(1986)-  45 44 10.96301(N)    098 45 13.66546(W) AD(       ) 2
 QR0632  NAD 27      -  45 44 11.04442(N)    098 45 12.30172(W) AD(       ) 2
 QR0632  NGVD 29 (07/19/86)  455.1    (m)         1493.     (f) VERT ANG       
 QR0632
 QR0632.Superseded values are not recommended for survey control.
 QR0632
 QR0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0632.See file dsdata.pdf to determine how the superseded data were derived.
 QR0632
 QR0632_MARKER: I = METAL ROD
 QR0632_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0632+WITH SETTING: INFORMATION.
 QR0632_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0632
 QR0632  HISTORY     - Date     Condition        Report By
 QR0632  HISTORY     - 1970     MONUMENTED       USGS
 QR0632
 QR0632                          STATION DESCRIPTION
 QR0632
 QR0632'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0632'STATION IS A REBAR DRIVEN ABOUT 2 IN. BELOW THE SURFACE, 36 FT
 QR0632'S. CENTER RD. AND 0.5 FT N. OF S. RIGHT-OF-WAY FENCE ON TOP OF A
 QR0632'PROMINENT RIDGE, T. 126 N., R. 66 W., ABOUT 300 FT E. OF THE
 QR0632'QUARTER COR. BETWEEN SECS. 11 AND 14.
 QR0632'
 QR0632'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0667 ***********************************************************************
 QS0667  DESIGNATION -  REBAR 74
 QS0667  PID         -  QS0667
 QS0667  STATE/COUNTY-  SD/CAMPBELL
 QS0667  COUNTRY     -  US
 QS0667  USGS QUAD   -  HERREID SW (2017)
 QS0667
 QS0667                         *CURRENT SURVEY CONTROL
 QS0667  ______________________________________________________________________
 QS0667* NAD 83(1996) POSITION- 45 46 04.59845(N) 100 10 41.08053(W)   ADJUSTED
 QS0667* NAVD 88 ORTHO HEIGHT -   592.9   (meters)     1945.    (feet) VERTCON3
 QS0667  ______________________________________________________________________
 QS0667  GEOID HEIGHT    -        -22.072 (meters)                     GEOID18
 QS0667  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 QS0667  HORZ ORDER      -  SECOND
 QS0667
 QS0667.The horizontal coordinates were established by classical geodetic methods
 QS0667.and adjusted by the National Geodetic Survey in January 1998.
 QS0667
 QS0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0667
 QS0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0667.GEOID18 height accuracy estimate available here.
 QS0667
 QS0667.Click photographs - Photos may exist for this station.
 QS0667
 QS0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0667
 QS0667. The following values were computed from the NAD 83(1996) position.
 QS0667
 QS0667;                    North         East     Units Scale Factor Converg.
 QS0667;SPC SD N     -   215,003.514   586,147.713   MT  1.00001743   -0 07 33.7
 QS0667;SPC SD N     -   705,390.70  1,923,052.96   sFT  1.00001743   -0 07 33.7
 QS0667;UTM  14      - 5,068,939.820   408,398.272   MT  0.99970316   -0 50 39.0
 QS0667
 QS0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0667!SPC SD N     -   0.99991052  x   1.00001743  =   0.99992795
 QS0667!UTM  14      -   0.99991052  x   0.99970316  =   0.99961371
 QS0667
 QS0667:                Primary Azimuth Mark                     Grid Az
 QS0667:SPC SD N     -  JIM                                      267 33 01.2
 QS0667:UTM  14      -  JIM                                      268 16 06.5
 QS0667
 QS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0839868939(NAD 83)
 QS0667
 QS0667|---------------------------------------------------------------------|
 QS0667| PID    Reference Object                     Distance      Geod. Az  |
 QS0667|                                                           dddmmss.s |
 QS0667| QS0666 JIM                                 APPROX. 2.4 KM 2672527.5 |
 QS0667|---------------------------------------------------------------------|
 QS0667
 QS0667                          SUPERSEDED SURVEY CONTROL
 QS0667
 QS0667  NAD 83(1986)-  45 46 04.58784(N)    100 10 41.07693(W) AD(       ) 2
 QS0667  NGVD 29 (07/19/86)  592.5    (m)         1944.     (f) VERT ANG       
 QS0667
 QS0667.Superseded values are not recommended for survey control.
 QS0667
 QS0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0667.See file dsdata.pdf to determine how the superseded data were derived.
 QS0667
 QS0667_MARKER: I = METAL ROD
 QS0667_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0667+WITH SETTING: INFORMATION.
 QS0667_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0667
 QS0667  HISTORY     - Date     Condition        Report By
 QS0667  HISTORY     - 1967     MONUMENTED       USGS
 QS0667
 QS0667                          STATION DESCRIPTION
 QS0667
 QS0667'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0667'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTH-SOUTHEAST OF
 QS0667'POLLOCK, 7.0 MI (11.3 KM) SOUTHWEST OF HERREID AND 6.1 MI (9.8 KM)
 QS0667'WEST-NORTHWEST OF MOUND CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0668 ***********************************************************************
 QR0668  DESIGNATION -  REBAR 8
 QR0668  PID         -  QR0668
 QR0668  STATE/COUNTY-  SD/EDMUNDS
 QR0668  COUNTRY     -  US
 QR0668  USGS QUAD   -  IPSWICH SE (2017)
 QR0668
 QR0668                         *CURRENT SURVEY CONTROL
 QR0668  ______________________________________________________________________
 QR0668* NAD 83(1996) POSITION- 45 16 26.29449(N) 099 01 50.85554(W)   ADJUSTED
 QR0668* NAVD 88 ORTHO HEIGHT -   456.8   (meters)     1499.    (feet) VERTCON3
 QR0668  ______________________________________________________________________
 QR0668  GEOID HEIGHT    -        -23.691 (meters)                     GEOID18
 QR0668  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 QR0668  HORZ ORDER      -  SECOND
 QR0668
 QR0668.The horizontal coordinates were established by classical geodetic methods
 QR0668.and adjusted by the National Geodetic Survey in January 1998.
 QR0668
 QR0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0668
 QR0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0668.GEOID18 height accuracy estimate available here.
 QR0668
 QR0668.Click photographs - Photos may exist for this station.
 QR0668
 QR0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0668
 QR0668. The following values were computed from the NAD 83(1996) position.
 QR0668
 QR0668;                    North         East     Units Scale Factor Converg.
 QR0668;SPC SD N     -   160,543.672   676,047.952   MT  0.99994666   +0 41 09.4
 QR0668;SPC SD N     -   526,717.03  2,218,000.66   sFT  0.99994666   +0 41 09.4
 QR0668;UTM  14      - 5,013,386.266   497,584.618   MT  0.99960007   -0 01 18.8
 QR0668
 QR0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0668!SPC SD N     -   0.99993210  x   0.99994666  =   0.99987876
 QR0668!UTM  14      -   0.99993210  x   0.99960007  =   0.99953219
 QR0668
 QR0668:                Primary Azimuth Mark                     Grid Az
 QR0668:SPC SD N     -  REBAR 9                                  179 38 12.0
 QR0668:UTM  14      -  REBAR 9                                  180 20 40.2
 QR0668
 QR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9758413386(NAD 83)
 QR0668
 QR0668|---------------------------------------------------------------------|
 QR0668| PID    Reference Object                     Distance      Geod. Az  |
 QR0668|                                                           dddmmss.s |
 QR0668| QR0673 REBAR 9                             APPROX. 3.1 KM 1801921.4 |
 QR0668|---------------------------------------------------------------------|
 QR0668
 QR0668                          SUPERSEDED SURVEY CONTROL
 QR0668
 QR0668  NAD 83(1986)-  45 16 26.30991(N)    099 01 50.85210(W) AD(       ) 2
 QR0668  NAD 27      -  45 16 26.40626(N)    099 01 49.44677(W) AD(       ) 2
 QR0668  NGVD 29 (07/19/86)  456.5    (m)         1498.     (f) VERT ANG       
 QR0668
 QR0668.Superseded values are not recommended for survey control.
 QR0668
 QR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0668.See file dsdata.pdf to determine how the superseded data were derived.
 QR0668
 QR0668_MARKER: I = METAL ROD
 QR0668_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0668+WITH SETTING: INFORMATION.
 QR0668_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0668
 QR0668  HISTORY     - Date     Condition        Report By
 QR0668  HISTORY     - 1970     MONUMENTED       USGS
 QR0668
 QR0668                          STATION DESCRIPTION
 QR0668
 QR0668'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0668'THE STATION IS ABOUT 12.0 MI S. OF IPSWICH, AT THE APPROX. COR. OF
 QR0668'SECS. 21, 22, 27 AND 28, T. 121 N., R. 68 W.
 QR0668'
 QR0668'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 12 AND ST. HWY. 45
 QR0668'IN IPSWICH, GO S. ON ST. HWY. 45, 12.0 MI TO A CROSSROAD AND THE
 QR0668'STATION ON THE LEFT (E.) SIDE OF THE CROSSROAD.
 QR0668'
 QR0668'THE STATION IS A COPPER COATED REINFORCING BAR DRIVEN TO 1
 QR0668'IN. BELOW THE SURFACE OF THE RD.  IT IS 18 FT E. OF THE CROSSROAD,
 QR0668'77.4 FT ENE. OF A POWER LINE POLE AND 45.5 FT SW. OF A STEEL
 QR0668'FENCE COR. POST.
 QR0668'
 QR0668'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0650 ***********************************************************************
 QR0650  DESIGNATION -  REBAR 82
 QR0650  PID         -  QR0650
 QR0650  STATE/COUNTY-  SD/MCPHERSON
 QR0650  COUNTRY     -  US
 QR0650  USGS QUAD   -  FORBES NW (2017)
 QR0650
 QR0650                         *CURRENT SURVEY CONTROL
 QR0650  ______________________________________________________________________
 QR0650* NAD 83(1996) POSITION- 45 56 18.28604(N) 098 54 50.59424(W)   ADJUSTED
 QR0650* NAVD 88 ORTHO HEIGHT -   610.7   (meters)     2004.    (feet) VERTCON3
 QR0650  ______________________________________________________________________
 QR0650  GEOID HEIGHT    -        -23.783 (meters)                     GEOID18
 QR0650  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 QR0650  HORZ ORDER      -  SECOND
 QR0650
 QR0650.The horizontal coordinates were established by classical geodetic methods
 QR0650.and adjusted by the National Geodetic Survey in January 1998.
 QR0650
 QR0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0650
 QR0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0650.GEOID18 height accuracy estimate available here.
 QR0650
 QR0650.Click photographs - Photos may exist for this station.
 QR0650
 QR0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0650
 QR0650. The following values were computed from the NAD 83(1996) position.
 QR0650
 QR0650;                    North         East     Units Scale Factor Converg.
 QR0650;SPC SD N     -   234,501.181   684,216.708   MT  1.00005924   +0 46 06.8
 QR0650;SPC SD N     -   769,359.29  2,244,800.98   sFT  1.00005924   +0 46 06.8
 QR0650;UTM  14      - 5,087,208.358   506,662.381   MT  0.99960055   +0 03 42.3
 QR0650
 QR0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0650!SPC SD N     -   0.99990800  x   1.00005924  =   0.99996723
 QR0650!UTM  14      -   0.99990800  x   0.99960055  =   0.99950858
 QR0650
 QR0650:                Primary Azimuth Mark                     Grid Az
 QR0650:SPC SD N     -  REBAR 56                                 272 00 21.9
 QR0650:UTM  14      -  REBAR 56                                 272 42 46.4
 QR0650
 QR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0666287208(NAD 83)
 QR0650
 QR0650|---------------------------------------------------------------------|
 QR0650| PID    Reference Object                     Distance      Geod. Az  |
 QR0650|                                                           dddmmss.s |
 QR0650| QR0651 REBAR 56                            APPROX. 2.2 KM 2724628.7 |
 QR0650|---------------------------------------------------------------------|
 QR0650
 QR0650                          SUPERSEDED SURVEY CONTROL
 QR0650
 QR0650  NAD 83(1986)-  45 56 18.29478(N)    098 54 50.58254(W) AD(       ) 2
 QR0650  NAD 27      -  45 56 18.39200(N)    098 54 49.19715(W) AD(       ) 2
 QR0650  NGVD 29 (07/19/86)  610.3    (m)         2002.     (f) VERT ANG       
 QR0650
 QR0650.Superseded values are not recommended for survey control.
 QR0650
 QR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0650.See file dsdata.pdf to determine how the superseded data were derived.
 QR0650
 QR0650_MARKER: I = METAL ROD
 QR0650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0650+WITH SETTING: INFORMATION.
 QR0650_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0650
 QR0650  HISTORY     - Date     Condition        Report By
 QR0650  HISTORY     - 1970     MONUMENTED       USGS
 QR0650
 QR0650                          STATION DESCRIPTION
 QR0650
 QR0650'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0650'STATION IS A REBAR DRIVEN INTO PASTURE LAND ON TOP OF THE HIGHEST
 QR0650'KNOLL IN VICINITY, ABOUT 100 YARDS S. OF AN E.-W. GRAVEL
 QR0650'RD. (N. DAK.-S. DAK. STATE LINE), T. 128 N., R. 67 W., ABOUT 100
 QR0650'YARDS S. AND ABOUT 0.25 MI W. OF THE N. COR. BETWEEN SECS. 3 AND
 QR0650'4.
 QR0650'
 QR0650'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0716 ***********************************************************************
 QS0716  DESIGNATION -  REBAR 83
 QS0716  PID         -  QS0716
 QS0716  STATE/COUNTY-  SD/CAMPBELL
 QS0716  COUNTRY     -  US
 QS0716  USGS QUAD   -  POLLOCK SE (2017)
 QS0716
 QS0716                         *CURRENT SURVEY CONTROL
 QS0716  ______________________________________________________________________
 QS0716* NAD 83(1996) POSITION- 45 49 54.21108(N) 100 15 47.61373(W)   ADJUSTED
 QS0716* NAVD 88 ORTHO HEIGHT -   594.8   (meters)     1951.    (feet) VERTCON3
 QS0716  ______________________________________________________________________
 QS0716  GEOID HEIGHT    -        -21.917 (meters)                     GEOID18
 QS0716  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 QS0716  HORZ ORDER      -  SECOND
 QS0716
 QS0716.The horizontal coordinates were established by classical geodetic methods
 QS0716.and adjusted by the National Geodetic Survey in January 1998.
 QS0716
 QS0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0716
 QS0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0716.GEOID18 height accuracy estimate available here.
 QS0716
 QS0716.Click photographs - Photos may exist for this station.
 QS0716
 QS0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0716
 QS0716. The following values were computed from the NAD 83(1996) position.
 QS0716
 QS0716;                    North         East     Units Scale Factor Converg.
 QS0716;SPC SD N     -   222,110.829   579,547.300   MT  1.00003203   -0 11 10.7
 QS0716;SPC SD N     -   728,708.61  1,901,398.10   sFT  1.00003203   -0 11 10.7
 QS0716;UTM  14      - 5,076,127.144   401,889.610   MT  0.99971834   -0 54 22.2
 QS0716
 QS0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0716!SPC SD N     -   0.99991020  x   1.00003203  =   0.99994223
 QS0716!UTM  14      -   0.99991020  x   0.99971834  =   0.99962856
 QS0716
 QS0716:                Primary Azimuth Mark                     Grid Az
 QS0716:SPC SD N     -  ELMER                                    346 22 03.7
 QS0716:UTM  14      -  ELMER                                    347 05 15.2
 QS0716
 QS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0188976127(NAD 83)
 QS0716
 QS0716|---------------------------------------------------------------------|
 QS0716| PID    Reference Object                     Distance      Geod. Az  |
 QS0716|                                                           dddmmss.s |
 QS0716| QS0712 ELMER                               APPROX. 4.1 KM 3461053.0 |
 QS0716|---------------------------------------------------------------------|
 QS0716
 QS0716                          SUPERSEDED SURVEY CONTROL
 QS0716
 QS0716  NAD 83(1986)-  45 49 54.20065(N)    100 15 47.60917(W) AD(       ) 2
 QS0716  NGVD 29 (07/19/86)  594.4    (m)         1950.     (f) VERT ANG       
 QS0716
 QS0716.Superseded values are not recommended for survey control.
 QS0716
 QS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0716.See file dsdata.pdf to determine how the superseded data were derived.
 QS0716
 QS0716_MARKER: I = METAL ROD
 QS0716_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0716+WITH SETTING: INFORMATION.
 QS0716_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0716
 QS0716  HISTORY     - Date     Condition        Report By
 QS0716  HISTORY     - 1967     MONUMENTED       USGS
 QS0716
 QS0716                          STATION DESCRIPTION
 QS0716
 QS0716'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0716'THE MARK IS LOCATED ABOUT 9.6 MI (15.5 KM) EAST OF KENEL, 9.4 MI
 QS0716'(15.1 KM) WEST OF HERREID AND 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF
 QS0716'POLLOCK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0673 ***********************************************************************
 QR0673  DESIGNATION -  REBAR 9
 QR0673  PID         -  QR0673
 QR0673  STATE/COUNTY-  SD/EDMUNDS
 QR0673  COUNTRY     -  US
 QR0673  USGS QUAD   -  WECOTA (2017)
 QR0673
 QR0673                         *CURRENT SURVEY CONTROL
 QR0673  ______________________________________________________________________
 QR0673* NAD 83(1996) POSITION- 45 14 46.77929(N) 099 01 51.64876(W)   ADJUSTED
 QR0673* NAVD 88 ORTHO HEIGHT -   457.0   (meters)     1499.    (feet) VERTCON3
 QR0673  ______________________________________________________________________
 QR0673  GEOID HEIGHT    -        -23.721 (meters)                     GEOID18
 QR0673  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 QR0673  HORZ ORDER      -  SECOND
 QR0673
 QR0673.The horizontal coordinates were established by classical geodetic methods
 QR0673.and adjusted by the National Geodetic Survey in January 1998.
 QR0673
 QR0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0673
 QR0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0673.GEOID18 height accuracy estimate available here.
 QR0673
 QR0673.Click photographs - Photos may exist for this station.
 QR0673
 QR0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0673
 QR0673. The following values were computed from the NAD 83(1996) position.
 QR0673
 QR0673;                    North         East     Units Scale Factor Converg.
 QR0673;SPC SD N     -   157,471.683   676,067.433   MT  0.99994490   +0 41 08.8
 QR0673;SPC SD N     -   516,638.35  2,218,064.57   sFT  0.99994490   +0 41 08.8
 QR0673;UTM  14      - 5,010,315.332   497,566.155   MT  0.99960007   -0 01 19.3
 QR0673
 QR0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0673!SPC SD N     -   0.99993207  x   0.99994490  =   0.99987697
 QR0673!UTM  14      -   0.99993207  x   0.99960007  =   0.99953217
 QR0673
 QR0673:                Primary Azimuth Mark                     Grid Az
 QR0673:SPC SD N     -  REBAR 8                                  359 38 12.0
 QR0673:UTM  14      -  REBAR 8                                  000 20 40.1
 QR0673
 QR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9756610315(NAD 83)
 QR0673
 QR0673|---------------------------------------------------------------------|
 QR0673| PID    Reference Object                     Distance      Geod. Az  |
 QR0673|                                                           dddmmss.s |
 QR0673| QR0668 REBAR 8                             APPROX. 3.1 KM 0001920.8 |
 QR0673|---------------------------------------------------------------------|
 QR0673
 QR0673                          SUPERSEDED SURVEY CONTROL
 QR0673
 QR0673  NAD 83(1986)-  45 14 46.79454(N)    099 01 51.64663(W) AD(       ) 2
 QR0673  NAD 27      -  45 14 46.89269(N)    099 01 50.24083(W) AD(       ) 2
 QR0673  NGVD 29 (07/19/86)  456.7    (m)         1498.     (f) VERT ANG       
 QR0673
 QR0673.Superseded values are not recommended for survey control.
 QR0673
 QR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0673.See file dsdata.pdf to determine how the superseded data were derived.
 QR0673
 QR0673_MARKER: I = METAL ROD
 QR0673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0673+WITH SETTING: INFORMATION.
 QR0673_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0673
 QR0673  HISTORY     - Date     Condition        Report By
 QR0673  HISTORY     - 1970     MONUMENTED       USGS
 QR0673
 QR0673                          STATION DESCRIPTION
 QR0673
 QR0673'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0673'THE STATION IS ABOUT 13.9 MI S. OF IPSWICH, ON THE SW. SIDE OF
 QR0673'ST. HWY. 45 WHERE THE HWY. CURVES E.  STATION IS A REBAR ABOUT
 QR0673'LEVEL WITH THE SURFACE OF THE SHOULDER OF THE RD., 28.5 FT SW. OF
 QR0673'THE CENTER OF ST. HWY. 45, 10.5 FT E. OF THE GRAVEL RD., AND 155.1
 QR0673'FT SE. OF A POWER LINE POLE, T. 121 N., R. 68 W., ABOUT 0.1 MI
 QR0673'N. OF THE S. COR. BETWEEN SECS. 33 AND 34.
 QR0673'
 QR0673'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0933 ***********************************************************************
 OR0933  DESIGNATION -  RED
 OR0933  PID         -  OR0933
 OR0933  STATE/COUNTY-  SD/LYMAN
 OR0933  COUNTRY     -  US
 OR0933  USGS QUAD   -  RELIANCE SW (2017)
 OR0933
 OR0933                         *CURRENT SURVEY CONTROL
 OR0933  ______________________________________________________________________
 OR0933* NAD 83(1996) POSITION- 43 50 44.25380(N) 099 43 25.97561(W)   ADJUSTED
 OR0933* NAVD 88 ORTHO HEIGHT -   597.44  (+/-2cm)     1960.1   (feet) VERTCON3
 OR0933  ______________________________________________________________________
 OR0933  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 OR0933  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 OR0933  HORZ ORDER      -  FIRST
 OR0933  VERT ORDER      -  THIRD ? (See Below)
 OR0933
 OR0933.The horizontal coordinates were established by classical geodetic methods
 OR0933.and adjusted by the National Geodetic Survey in January 1998.
 OR0933
 OR0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0933
 OR0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0933.GEOID18 height accuracy estimate available here.
 OR0933
 OR0933.The vertical order pertains to the NGVD 29 superseded value.
 OR0933
 OR0933.Click photographs - Photos may exist for this station.
 OR0933
 OR0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0933
 OR0933. The following values were computed from the NAD 83(1996) position.
 OR0933
 OR0933;                    North         East     Units Scale Factor Converg.
 OR0933;SPC SD S     -   168,183.456   649,003.707   MT  0.99991472   +0 25 13.6
 OR0933;SPC SD S     -   551,781.89  2,129,273.00   sFT  0.99991472   +0 25 13.6
 OR0933;UTM  14      - 4,854,981.729   441,813.062   MT  0.99964164   -0 30 05.3
 OR0933
 OR0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0933!SPC SD S     -   0.99991033  x   0.99991472  =   0.99982506
 OR0933!UTM  14      -   0.99991033  x   0.99964164  =   0.99955200
 OR0933
 OR0933:                Primary Azimuth Mark                     Grid Az
 OR0933:SPC SD S     -  WIESNER                                  250 29 44.1
 OR0933:UTM  14      -  WIESNER                                  251 25 03.0
 OR0933
 OR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4181354981(NAD 83)
 OR0933
 OR0933|---------------------------------------------------------------------|
 OR0933| PID    Reference Object                     Distance      Geod. Az  |
 OR0933|                                                           dddmmss.s |
 OR0933| OR0948 WIESNER                             APPROX.10.8 KM 2505457.7 |
 OR0933| CO3560 RED RM                               12.388 METERS 27443     |
 OR0933| OR0946 KENNEBEC WATER TOWER                APPROX.12.9 KM 3004120.0 |
 OR0933|---------------------------------------------------------------------|
 OR0933
 OR0933                          SUPERSEDED SURVEY CONTROL
 OR0933
 OR0933  NAD 83(1986)-  43 50 44.25235(N)    099 43 25.98045(W) AD(       ) 1
 OR0933  NAD 27      -  43 50 44.28700(N)    099 43 24.57900(W) AD(       ) 1
 OR0933  NGVD 29             597.06   (m)         1958.9    (f) LEVELING    3  
 OR0933
 OR0933.Superseded values are not recommended for survey control.
 OR0933
 OR0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0933.See file dsdata.pdf to determine how the superseded data were derived.
 OR0933
 OR0933_MARKER: DS = TRIANGULATION STATION DISK
 OR0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0933_STAMPING: RED 1924
 OR0933_MARK LOGO: CGS
 OR0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0933+STABILITY: SURFACE MOTION
 OR0933
 OR0933  HISTORY     - Date     Condition        Report By
 OR0933  HISTORY     - 1924     MONUMENTED       CGS
 OR0933  HISTORY     - 1935     GOOD             CGS
 OR0933
 OR0933                          STATION DESCRIPTION
 OR0933
 OR0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0933'STATION IS ABOUT 3 MILES S AND 6 MILES W OF RELIANCE, 4 MILES
 OR0933'S AND 6 MILES E OF KENEBEC ON THE MOST WESTERN ONE OF THE RED
 OR0933'BUTTES, ON THE W SIDE OF THE NW 1/4 OF SEC. 5, T 104 N, R 74
 OR0933'W, ON THE HIGHEST POINT ON THE E SIDE OF THE ROADWAY ABOUT
 OR0933'400 METERS (1312 FEET) S OF THE NW CORNER OF THE SECTION AND
 OR0933'4 FEET W OF THE E ROAD FENCE.  THE BUTTE ABOUT 1/4 MILE NE
 OR0933'IS ABOUT 15 FEET HIGHER.
 OR0933'
 OR0933'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0933'DISKS SET IN CONCRETE AS DESCRIBED.
 OR0933'
 OR0933'TO REACH FROM RELIANCE, GO S AND W AND AROUND TO THE W SIDE
 OR0933'OF THE BUTTES.  THE STATION CAN BE MOST EASILY REACHED FROM
 OR0933'THE W SIDE OF THE BUTTES.
 OR0933'
 OR0933'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.36 METERS.
 OR0933
 OR0933                          STATION RECOVERY (1935)
 OR0933
 OR0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0933'THE STATION IS IN SEC. 6, T 104 N, R 74 W, ABOUT 250 YARDS
 OR0933'S OF NE CORNER OF SECTION, AND 5 FEET W OF SECTION-LINE
 OR0933'FENCE.  REFERENCE MARK WAS FOUND TO BE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1201 ***********************************************************************
 PT1201  DESIGNATION -  RED
 PT1201  PID         -  PT1201
 PT1201  STATE/COUNTY-  SD/ZIEBACH
 PT1201  COUNTRY     -  US
 PT1201  USGS QUAD   -  BESSIE BUTTE (2017)
 PT1201
 PT1201                         *CURRENT SURVEY CONTROL
 PT1201  ______________________________________________________________________
 PT1201* NAD 83(1996) POSITION- 44 57 24.72409(N) 101 55 50.42378(W)   ADJUSTED
 PT1201* NAVD 88 ORTHO HEIGHT -   759.    (meters)     2490.    (feet) SCALED
 PT1201  ______________________________________________________________________
 PT1201  GEOID HEIGHT    -        -19.827 (meters)                     GEOID18
 PT1201  LAPLACE CORR    -         -6.63  (seconds)                    DEFLEC18
 PT1201  HORZ ORDER      -  FIRST
 PT1201
 PT1201.The horizontal coordinates were established by classical geodetic methods
 PT1201.and adjusted by the National Geodetic Survey in January 1998.
 PT1201
 PT1201.The orthometric height was scaled from a topographic map.
 PT1201
 PT1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1201.GEOID18 height accuracy estimate available here.
 PT1201
 PT1201.Click photographs - Photos may exist for this station.
 PT1201
 PT1201.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1201
 PT1201. The following values were computed from the NAD 83(1996) position.
 PT1201
 PT1201;                    North         East     Units Scale Factor Converg.
 PT1201;SPC SD N     -   126,665.956   447,681.864   MT  0.99994046   -1 21 59.1
 PT1201;SPC SD N     -   415,569.89  1,468,769.58   sFT  0.99994046   -1 21 59.1
 PT1201;UTM  14      - 4,982,337.929   268,844.602   MT  1.00025708   -2 04 17.9
 PT1201;UTM  13      - 4,982,742.900   742,091.644   MT  1.00032073   +2 10 11.1
 PT1201
 PT1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1201!SPC SD N     -   0.99988405  x   0.99994046  =   0.99982452
 PT1201!UTM  14      -   0.99988405  x   1.00025708  =   1.00014110
 PT1201!UTM  13      -   0.99988405  x   1.00032073  =   1.00020474
 PT1201
 PT1201:                Primary Azimuth Mark                     Grid Az
 PT1201:SPC SD N     -  RED AZ MK                                038 04 58.0
 PT1201:UTM  14      -  RED AZ MK                                038 47 16.8
 PT1201:UTM  13      -  RED AZ MK                                034 32 47.8
 PT1201
 PT1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6884482337(NAD 83)
 PT1201
 PT1201|---------------------------------------------------------------------|
 PT1201| PID    Reference Object                     Distance      Geod. Az  |
 PT1201|                                                           dddmmss.s |
 PT1201| CQ4756 RED AZ MK                                          0364258.9 |
 PT1201| CQ4757 RED RM 1                             37.844 METERS 18234     |
 PT1201| CQ4758 RED RM 2                             31.326 METERS 29606     |
 PT1201| QT0412 FAITH MUNICIPAL TANK                APPROX.11.3 KM 3100636.6 |
 PT1201|---------------------------------------------------------------------|
 PT1201
 PT1201                          SUPERSEDED SURVEY CONTROL
 PT1201
 PT1201  NAD 83(1986)-  44 57 24.71578(N)    101 55 50.42332(W) AD(       ) 1
 PT1201  NAD 27      -  44 57 24.77000(N)    101 55 48.84600(W) AD(       ) 1
 PT1201
 PT1201.Superseded values are not recommended for survey control.
 PT1201
 PT1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1201.See file dsdata.pdf to determine how the superseded data were derived.
 PT1201
 PT1201_MARKER: DS = TRIANGULATION STATION DISK
 PT1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1201_STAMPING: RED 1938
 PT1201_MARK LOGO: CGS
 PT1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1201+STABILITY: SURFACE MOTION
 PT1201
 PT1201  HISTORY     - Date     Condition        Report By
 PT1201  HISTORY     - 1938     MONUMENTED       CGS
 PT1201  HISTORY     - 1950     GOOD             CGS
 PT1201
 PT1201                          STATION DESCRIPTION
 PT1201
 PT1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PT1201'STATION IS LOCATED ABOUT 7.0 MILES SE OF FAITH AND 5.0 MILES
 PT1201'S OF U.S. HIGHWAY 212, ON A HIGH KNOLL.
 PT1201'
 PT1201'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PT1201'BRONZE DISKS SET IN CONCRETE.
 PT1201'
 PT1201'STATION IS REACHED AS FOLLOWS--FROM THE JOYCE HOTEL IN FAITH
 PT1201'GO E ON U.S. HIGHWAY 212, 5.7 MILES AND CONTINUE STRAIGHT
 PT1201'ACROSS RAILROAD TRACKS AT LEFT TURN AT U.S. HIGHWAY 212, 0.7
 PT1201'MILE, TURN RIGHT (S) ON DIRT ROAD AND GO 3.0 MILES, TURN RIGHT
 PT1201'THROUGH GATE, AND GO W ON FIELD ROAD 2.0 MILES, TURN LEFT
 PT1201'(S) THROUGH GATE, AND GO 0.2 MILE TO A SMALL HOUSE AND BARN,
 PT1201'TAKE ROAD E AND GO 0.45 MILE TO A FENCE CORNER, FOLLOW ROAD
 PT1201'SSE FOR 0.9 MILE, PASS THROUGH GATE AND TURN RIGHT, (W) AND
 PT1201'GO 0.2 MILE TURN LEFT (S) AND FOLLOW FIELD ROAD 0.6 MILE,
 PT1201'TURN LEFT (E) AND GO 0.1 MILE TO TOP OF KNOLL AND STATION.
 PT1201'
 PT1201'AZIMUTH MARK IS 4.4 MILES NE OF STATION BY ROAD, IT IS BY THE
 PT1201'S GATEPOST OF TURN-OFF OF HIGHWAY TO FIELD ROAD.
 PT1201'
 PT1201'HEIGHT OF LIGHT ABOVE STATION MARK - 25.5 METERS.
 PT1201
 PT1201                          STATION RECOVERY (1950)
 PT1201
 PT1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1201'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PT1201'DIFFERENCES WERE FOUND IN THE DISTANCE AND DIRECTION TO THE
 PT1201'REFERENCE MARKS.  NEW DESCRIPTION FOLLOWS--
 PT1201'
 PT1201'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF FAITH,
 PT1201'ON THE HIGHEST POINT OF A HILL, 0.05 MILE EAST OF A TRACK ROAD,
 PT1201'AND 5.5 FEET SOUTHWEST OF A WITNESS POST.
 PT1201'
 PT1201'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 PT1201'AND U.S. HIGHWAY NO. 212 NEAR THE NORTH EDGE OF THE BUSINESS
 PT1201'DISTRICT IN FAITH, GO EAST ON NO. 212 FOR 3.45 MILES TO A DIRT
 PT1201'SIDE ROAD ON THE RIGHT (SCHOOL HOUSE ON THE LEFT).  THEN RIGHT,
 PT1201'SOUTH AND SOUTHEASTERLY, FOR 2.45 MILES TO A RANCH.  PASS
 PT1201'THROUGH THE RANCH YARD, SOUTHERLY, FOR 0.85 MILE TO A CATTLE
 PT1201'GUARD (RANCH AND LARGE POND ABOUT 0.15 MILE SOUTHWEST OF THIS
 PT1201'POINT).  THEN THROUGH CATTLE GUARD, TURN SHARP LEFT (EAST)
 PT1201'FOR 0.8 MILE TO A FORK**.  THEN RIGHT ROAD, SOUTHEASTERLY,
 PT1201'FOR 1.6 MILES TO A WIRE GATE.  THEN THROUGH GATE, TURN SHARP
 PT1201'RIGHT ON A DIM TRACK ROAD (WEST) FOR 0.55 MILE TO A FORK.
 PT1201'THEN LEFT, SOUTH, ON A TRACK ROAD FOR 0.55 MILE.  THEN
 PT1201'LEFT, EAST, ACROSS PASTURE LAND FOR 0.05 MILE TO THE HIGHEST
 PT1201'POINT AND THE STATION AS DESCRIBED.
 PT1201'
 PT1201'**TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST FOR 2.25
 PT1201'MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 PT1201'
 PT1201'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1201'RED 1938.
 PT1201'
 PT1201'REFERENCE MARK NO. 1 IS ON THE SOUTHERLY SLOPE OF THE HILL.
 PT1201'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED RED NO 1 1938.
 PT1201'
 PT1201'REFERENCE MARK NO. 2 IS ON THE NORTHWESTERLY SLOPE OF THE HILL.
 PT1201'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED RED NO 2 1938.
 PT1201'
 PT1201'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE T-INTERSECTION OF
 PT1201'TWO WIRE FENCES, 34 FEET WEST OF THE CENTER OF A GRADED DIRT
 PT1201'ROAD, 12 FEET SOUTH OF THE SOUTH GATE POST OF A WIRE GATE,
 PT1201'AND 4 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3 INCHES,
 PT1201'AND THE DISK IS STAMPED RED 1938.
 PT1201'
 PT1201'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 PT1201'CONCRETE POSTS.
 PT1201'
 PT1201'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0028 ***********************************************************************
 PU0028  DESIGNATION -  RED AZ MK
 PU0028  PID         -  PU0028
 PU0028  STATE/COUNTY-  SD/MEADE
 PU0028  COUNTRY     -  US
 PU0028  USGS QUAD   -  WHITE OWL NW (2017)
 PU0028
 PU0028                         *CURRENT SURVEY CONTROL
 PU0028  ______________________________________________________________________
 PU0028* NAD 83(1986) POSITION- 44 42 44.     (N) 102 27 04.     (W)   SCALED
 PU0028* NAVD 88 ORTHO HEIGHT -   839.222 (meters)     2753.35  (feet) ADJUSTED
 PU0028  ______________________________________________________________________
 PU0028  GEOID HEIGHT    -        -18.633 (meters)                     GEOID18
 PU0028  DYNAMIC HEIGHT  -        839.023 (meters)     2752.69  (feet) COMP
 PU0028  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 PU0028
 PU0028  VERT ORDER      -  SECOND    CLASS 0
 PU0028
 PU0028.The horizontal coordinates were scaled from a map and have
 PU0028.an estimated accuracy of +/- 6 seconds.
 PU0028
 PU0028.The orthometric height was determined by differential leveling and
 PU0028.adjusted by the NATIONAL GEODETIC SURVEY
 PU0028.in June 1991.
 PU0028
 PU0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0028.GEOID18 height accuracy estimate available here.
 PU0028
 PU0028.Click photographs - Photos may exist for this station.
 PU0028
 PU0028.The dynamic height is computed by dividing the NAVD 88
 PU0028.geopotential number by the normal gravity value computed on the
 PU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0028.degrees latitude (g = 980.6199 gals.).
 PU0028
 PU0028.The modeled gravity was interpolated from observed gravity values.
 PU0028
 PU0028;                    North         East    Units  Estimated Accuracy
 PU0028;SPC SD N     -   100,600.      405,810.      MT  (+/- 180 meters Scaled)
 PU0028
 PU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK018541(NAD 83)
 PU0028
 PU0028                          SUPERSEDED SURVEY CONTROL
 PU0028
 PU0028  NGVD 29 (??/??/92)  838.761  (m)         2751.84   (f) ADJ UNCH    2 0
 PU0028
 PU0028.Superseded values are not recommended for survey control.
 PU0028
 PU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0028.See file dsdata.pdf to determine how the superseded data were derived.
 PU0028
 PU0028_MARKER: DZ = AZIMUTH MARK DISK
 PU0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0028_STAMPING: RED 1962
 PU0028_MARK LOGO: CGS
 PU0028_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0028+STABILITY: SURFACE MOTION
 PU0028
 PU0028  HISTORY     - Date     Condition        Report By
 PU0028  HISTORY     - 1962     MONUMENTED       CGS
 PU0028  HISTORY     - 1963     GOOD             CGS
 PU0028
 PU0028                          STATION DESCRIPTION
 PU0028
 PU0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0028'7 MI E FROM RED OWL.
 PU0028'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE
 PU0028'AND POST OFFICE AT RED OWL, THENCE 5.35 MILES EAST ALONG A
 PU0028'GRAVELED ROAD, ON THE OUTSIDE OF A CURVE, IN SECTION 30, T 9 N,
 PU0028'R 14 E, 189 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 PU0028'8 FEET SOUTHEAST OF A POWER POLE BRACED BY A GUY WIRE, 2 FEET
 PU0028'EAST OF A FENCE, 3.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU0028'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0028'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0886 ***********************************************************************
 QS0886  DESIGNATION -  RED EARTH
 QS0886  PID         -  QS0886
 QS0886  STATE/COUNTY-  SD/DEWEY
 QS0886  COUNTRY     -  US
 QS0886  USGS QUAD   -  LANTRY NE (2017)
 QS0886
 QS0886                         *CURRENT SURVEY CONTROL
 QS0886  ______________________________________________________________________
 QS0886* NAD 83(1996) POSITION- 45 13 32.00621(N) 101 21 45.97954(W)   ADJUSTED
 QS0886* NAVD 88 ORTHO HEIGHT -   700.    (meters)     2297.    (feet) SCALED
 QS0886  ______________________________________________________________________
 QS0886  GEOID HEIGHT    -        -20.928 (meters)                     GEOID18
 QS0886  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 QS0886  HORZ ORDER      -  THIRD
 QS0886
 QS0886.The horizontal coordinates were established by classical geodetic methods
 QS0886.and adjusted by the National Geodetic Survey in January 1998.
 QS0886
 QS0886.The orthometric height was scaled from a topographic map.
 QS0886
 QS0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0886.GEOID18 height accuracy estimate available here.
 QS0886
 QS0886.Click photographs - Photos may exist for this station.
 QS0886
 QS0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0886
 QS0886. The following values were computed from the NAD 83(1996) position.
 QS0886
 QS0886;                    North         East     Units Scale Factor Converg.
 QS0886;SPC SD N     -   155,608.987   492,983.228   MT  0.99994373   -0 57 52.1
 QS0886;SPC SD N     -   510,527.15  1,617,395.81   sFT  0.99994373   -0 57 52.1
 QS0886;UTM  14      - 5,010,723.274   314,509.852   MT  1.00002307   -1 40 40.0
 QS0886
 QS0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0886!SPC SD N     -   0.99989347  x   0.99994373  =   0.99983721
 QS0886!UTM  14      -   0.99989347  x   1.00002307  =   0.99991654
 QS0886
 QS0886:                Primary Azimuth Mark                     Grid Az
 QS0886:SPC SD N     -  TT 3 RDS                                 075 36 11.2
 QS0886:UTM  14      -  TT 3 RDS                                 076 18 59.1
 QS0886
 QS0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1450910723(NAD 83)
 QS0886
 QS0886|---------------------------------------------------------------------|
 QS0886| PID    Reference Object                     Distance      Geod. Az  |
 QS0886|                                                           dddmmss.s |
 QS0886| CQ9299 RED EARTH RM 2                       11.262 METERS 00050     |
 QS0886| QS0888 TT 3 RDS                            APPROX. 0.7 KM 0743819.1 |
 QS0886| CQ9298 RED EARTH RM 1                       10.778 METERS 10532     |
 QS0886|---------------------------------------------------------------------|
 QS0886
 QS0886                          SUPERSEDED SURVEY CONTROL
 QS0886
 QS0886  NAD 83(1986)-  45 13 31.99848(N)    101 21 45.97880(W) AD(       ) 3
 QS0886  NAD 27      -  45 13 32.08300(N)    101 21 44.41700(W) AD(       ) 3
 QS0886
 QS0886.Superseded values are not recommended for survey control.
 QS0886
 QS0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0886.See file dsdata.pdf to determine how the superseded data were derived.
 QS0886
 QS0886_MARKER: DS = TRIANGULATION STATION DISK
 QS0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0886_STAMPING: RED EARTH 1952
 QS0886_MARK LOGO: CGS
 QS0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0886+STABILITY: SURFACE MOTION
 QS0886
 QS0886  HISTORY     - Date     Condition        Report By
 QS0886  HISTORY     - 1952     MONUMENTED       CGS
 QS0886
 QS0886                          STATION DESCRIPTION
 QS0886
 QS0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0886'THE STATION IS IN SECTION 31, T 15 N, R 23 E, ABOUT 11-1/2
 QS0886'MILES SOUTH AND 3-1/2 MILES EAST OF ISABEL, 1-1/2 MILES
 QS0886'SOUTHWEST OF RED EARTH CREEK, AND 10 FEET EAST-NORTHEAST OF A
 QS0886'WHITE 4 IN X 4 IN WITNESS POST.
 QS0886'
 QS0886'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 QS0886'63, 3 MILES EAST OF FIRESTEEL AND 7 MILES WEST OF TIMBER LAKE,
 QS0886'GO SOUTH ON HIGHWAY 63 FOR 9.4 MILES TO CROSSROADS, TURN RIGHT
 QS0886'AND GO WEST ON GRADED ROAD FOR 3.15 MILES TO CROSSROADS, TURN
 QS0886'LEFT AND GO SOUTH FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND
 QS0886'GO WEST 3.2 MILES TO A T-INTERSECTION, TURN LEFT AND GO
 QS0886'SOUTH FOR 1.5 MILES TO A WIRE GATE, PASS THROUGH GATE AND
 QS0886'FOLLOW BLADED ROAD WEST FOR 0.4 MILE TO A CATTLE GUARD ON
 QS0886'THE LEFT, TURN LEFT AND PASS THROUGH CATTLE GUARD AND GO
 QS0886'SOUTH ON BLADED ROAD FOR 1.4 MILES TO THE HOME OF MR. FRENCH,
 QS0886'PASS TO LEFT OF HOUSE AND FOLLOW TRACKS SOUTHERLY FOR 0.15
 QS0886'MILE TO A CREEK, CROSS CREEK AND CONTINUE ON TRACKS (EAST AND
 QS0886'SOUTH) FOR 0.4 MILE TO A BOARD GATE, PASS THROUGH BOARD
 QS0886'GATE AND FOLLOW TRACK ROAD SOUTHWESTERLY AND SOUTH FOR
 QS0886'1.1 MILES TO TT 3 (USGS) ON THE RIGHT AS DESCRIBED BELOW,
 QS0886'CONTINUE SOUTH FOR 0.05 MILE TO WHERE ROAD TURNS WEST AND THE
 QS0886'G.L.O. MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE ON
 QS0886'TRACK ROAD (WEST) FOR 0.2 MILE TO WHERE ROAD TURNS LEFT
 QS0886'(SOUTH), GO WESTERLY ACROSS PASTURE FOR 0.2 MILE TO TOP OF
 QS0886'MOUND AND THE STATION.
 QS0886'
 QS0886'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0886'RED EARTH 1952.
 QS0886'
 QS0886'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS
 QS0886'STAMPED RED EARTH NO 1 1952.
 QS0886'
 QS0886'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS
 QS0886'STAMPED RED EARTH NO 2 1952.
 QS0886'
 QS0886'TT 3 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 QS0886'DISK SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST PROJECTING
 QS0886'6 INCHES.  IT IS 21 FEET WEST OF THE TRACK ROAD, AND 5 FEET
 QS0886'NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS
 QS0886'STAMPED 3 RDS 1948.
 QS0886'
 QS0886'NE CORNER, NW QUARTER, SEC. 31 (GLO) IS A STANDARD G.L.O. INDIAN
 QS0886'ALLOTTMENT BRONZE CAP RIVETED TO THE TOP OF A 2 INCH ROUND
 QS0886'GALVANIZED IRON PIPE PROJECTING 14 INCHES.  IT IS 17 FEET
 QS0886'SOUTH EAST OF THE TRACK ROAD.
 QS0886'
 QS0886'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0853 ***********************************************************************
 OR0853  DESIGNATION -  RED LAKE TOWNSHIP CATH CH
 OR0853  PID         -  OR0853
 OR0853  STATE/COUNTY-  SD/BRULE
 OR0853  COUNTRY     -  US
 OR0853  USGS QUAD   -  RED LAKE EAST (2017)
 OR0853
 OR0853                         *CURRENT SURVEY CONTROL
 OR0853  ______________________________________________________________________
 OR0853* NAD 83(1996) POSITION- 43 38 36.14602(N) 099 09 18.49705(W)   ADJUSTED
 OR0853  ______________________________________________________________________
 OR0853  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 OR0853  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 OR0853  HORZ ORDER      -  THIRD
 OR0853
 OR0853.The horizontal coordinates were established by classical geodetic methods
 OR0853.and adjusted by the National Geodetic Survey in January 1998.
 OR0853
 OR0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0853.GEOID18 height accuracy estimate available here.
 OR0853
 OR0853.Click photographs - Photos may exist for this station.
 OR0853
 OR0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0853
 OR0853. The following values were computed from the NAD 83(1996) position.
 OR0853
 OR0853;                    North         East     Units Scale Factor Converg.
 OR0853;SPC SD S     -   146,208.199   695,050.711   MT  0.99990697   +0 48 46.0
 OR0853;SPC SD S     -   479,684.73  2,280,345.54   sFT  0.99990697   +0 48 46.0
 OR0853;UTM  14      - 4,832,276.097   487,487.683   MT  0.99960193   -0 06 25.5
 OR0853
 OR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8748732276(NAD 83)
 OR0853
 OR0853                          SUPERSEDED SURVEY CONTROL
 OR0853
 OR0853  NAD 83(1995)-  43 38 36.14549(N)    099 09 18.50172(W) AD(       ) 3
 OR0853  NAD 83(1986)-  43 38 36.14515(N)    099 09 18.50512(W) AD(       ) 3
 OR0853  NAD 27      -  43 38 36.14000(N)    099 09 17.17000(W) AD(       ) 3
 OR0853
 OR0853.Superseded values are not recommended for survey control.
 OR0853
 OR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0853.See file dsdata.pdf to determine how the superseded data were derived.
 OR0853
 OR0853_MARKER: 90 = CHURCH SPIRE
 OR0853
 OR0853  HISTORY     - Date     Condition        Report By
 OR0853  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0853
 OR0853                          STATION DESCRIPTION
 OR0853
 OR0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0853'POINT OBSERVED UPON WAS TIP OF SPIRE (45 FEET) OF RED LAKE
 OR0853'CATHOLIC CHURCH, ERECTED 1900, LOCATED 9.5 MILES SOUTH AND 1.0
 OR0853'MILE EAST OF PUKWANA.
 OR0853'
 OR0853'OBSERVED UPON FROM TRIANGULATION STATION RICHLAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0037 ***********************************************************************
 PU0037  DESIGNATION -  RED OWL
 PU0037  PID         -  PU0037
 PU0037  STATE/COUNTY-  SD/MEADE
 PU0037  COUNTRY     -  US
 PU0037  USGS QUAD   -  MARCUS (2017)
 PU0037
 PU0037                         *CURRENT SURVEY CONTROL
 PU0037  ______________________________________________________________________
 PU0037* NAD 83(1996) POSITION- 44 42 06.20854(N) 102 22 09.81417(W)   ADJUSTED
 PU0037* NAVD 88 ORTHO HEIGHT -   851.637 (meters)     2794.08  (feet) ADJUSTED
 PU0037  ______________________________________________________________________
 PU0037  GEOID HEIGHT    -        -18.874 (meters)                     GEOID18
 PU0037  LAPLACE CORR    -         -7.76  (seconds)                    DEFLEC18
 PU0037  DYNAMIC HEIGHT  -        851.428 (meters)     2793.39  (feet) COMP
 PU0037  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 PU0037
 PU0037  HORZ ORDER      -  SECOND
 PU0037  VERT ORDER      -  SECOND    CLASS 0
 PU0037
 PU0037.The horizontal coordinates were established by classical geodetic methods
 PU0037.and adjusted by the National Geodetic Survey in January 1998.
 PU0037
 PU0037.The orthometric height was determined by differential leveling and
 PU0037.adjusted by the NATIONAL GEODETIC SURVEY
 PU0037.in June 1991.
 PU0037
 PU0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0037.GEOID18 height accuracy estimate available here.
 PU0037
 PU0037.Click photographs - Photos may exist for this station.
 PU0037
 PU0037.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0037
 PU0037.The dynamic height is computed by dividing the NAVD 88
 PU0037.geopotential number by the normal gravity value computed on the
 PU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0037.degrees latitude (g = 980.6199 gals.).
 PU0037
 PU0037.The modeled gravity was interpolated from observed gravity values.
 PU0037
 PU0037. The following values were computed from the NAD 83(1996) position.
 PU0037
 PU0037;                    North         East     Units Scale Factor Converg.
 PU0037;SPC SD N     -    99,245.132   412,248.901   MT  0.99995761   -1 40 36.9
 PU0037;SPC SD N     -   325,606.74  1,352,519.94   sFT  0.99995761   -1 40 36.9
 PU0037;UTM  13      - 4,953,183.162   708,405.839   MT  1.00013413   +1 51 03.9
 PU0037
 PU0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0037!SPC SD N     -   0.99986945  x   0.99995761  =   0.99982706
 PU0037!UTM  13      -   0.99986945  x   1.00013413  =   1.00000356
 PU0037
 PU0037:                Primary Azimuth Mark                     Grid Az
 PU0037:SPC SD N     -  RED OWL AZ MK                            087 47 35.9
 PU0037:UTM  13      -  RED OWL AZ MK                            084 15 55.1
 PU0037
 PU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0840553183(NAD 83)
 PU0037
 PU0037|---------------------------------------------------------------------|
 PU0037| PID    Reference Object                     Distance      Geod. Az  |
 PU0037|                                                           dddmmss.s |
 PU0037| PU0041 RED OWL AZ MK                                      0860659.0 |
 PU0037| PU0038 RED OWL RM 1                          7.771 METERS 10302     |
 PU0037| PU0036 RED OWL RM 2                          9.435 METERS 19709     |
 PU0037|---------------------------------------------------------------------|
 PU0037
 PU0037                          SUPERSEDED SURVEY CONTROL
 PU0037
 PU0037  NAD 83(1993)-  44 42 06.20063(N)    102 22 09.81386(W) AD(       ) 2
 PU0037  NAD 83(1986)-  44 42 06.20036(N)    102 22 09.81390(W) AD(       ) 2
 PU0037  NAD 27      -  44 42 06.23930(N)    102 22 08.21850(W) AD(       ) 2
 PU0037  NGVD 29 (??/??/92)  851.170  (m)         2792.55   (f) ADJ UNCH    2 0
 PU0037  NGVD 29             851.17   (m)         2792.5    (f) LEVELING    3  
 PU0037
 PU0037.Superseded values are not recommended for survey control.
 PU0037
 PU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0037.See file dsdata.pdf to determine how the superseded data were derived.
 PU0037
 PU0037_MARKER: DS = TRIANGULATION STATION DISK
 PU0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0037_STAMPING: RED OWL 1950
 PU0037_MARK LOGO: CGS
 PU0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0037+STABILITY: SURFACE MOTION
 PU0037
 PU0037  HISTORY     - Date     Condition        Report By
 PU0037  HISTORY     - 1950     MONUMENTED       CGS
 PU0037  HISTORY     - 1951     GOOD             CGS
 PU0037  HISTORY     - 1962     GOOD             CGS
 PU0037  HISTORY     - 1963     GOOD             CGS
 PU0037
 PU0037                          STATION DESCRIPTION
 PU0037
 PU0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0037'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF MARCUS,
 PU0037'AT A POINT WHERE A GRADED DIRT ROAD BEARS TO THE NORTHEAST,
 PU0037'117 FEET SOUTHWEST OF THE EAST GATE POST OF A WIRE GATE,
 PU0037'60 FEET SOUTHWEST OF THE CENTER OF THE GRADED DIRT ROAD,
 PU0037'10 FEET SOUTHEAST OF A WITNESS POST, AND 5 FEET SOUTHWEST
 PU0037'OF A WIRE FENCE.
 PU0037'
 PU0037'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF MARCUS,
 PU0037'GO WEST FOR 0.5 MILE.  THEN RIGHT, NORTH, FOR 3.3 MILES.  THEN
 PU0037'LEFT, WEST, FOR 3.55 MILES TO THE AZIMUTH MARK ON THE LEFT
 PU0037'AS DESCRIBED.  CONTINUE WEST FOR 0.45 MILE TO THE STATION ON
 PU0037'THE LEFT AS DESCRIBED.
 PU0037'
 PU0037'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU0037'RED OWL 1950.
 PU0037'
 PU0037'REFERENCE MARK NO. 1 IS 57 FEET SOUTHEAST OF THE CENTER OF THE
 PU0037'GRADED DIRT ROAD, AND 2 FEET SOUTHWEST OF A WIRE FENCE.  IT
 PU0037'PROJECTS 6 INCHES, AND THE DISK IS STAMPED RED OWL NO 1 1950.
 PU0037'
 PU0037'REFERENCE MARK NO. 2 IS 92 FEET SOUTHWEST OF THE CENTER OF THE
 PU0037'GRADED DIRT ROAD, AND 87 FEET SOUTHWEST OF THE WIRE FENCE.
 PU0037'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED RED OWL NO
 PU0037'2 1950.
 PU0037'
 PU0037'THE AZIMUTH MARK IS 77 FEET WEST OF THE CENTER OF A TRACK
 PU0037'ROAD, 41 FEET SOUTH OF THE CENTER OF THE GRADED DIRT ROAD,
 PU0037'6 FEET WEST OF A FENCE CORNER, 5 FEET WEST OF A WITNESS POST,
 PU0037'AND 2 FEET NORTH OF A WIRE FENCE.  IT PROJECTS 3 INCHES, AND
 PU0037'THE DISK IS STAMPED RED OWL 1950.
 PU0037'
 PU0037'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU0037'CONCRETE CYLINDERS.
 PU0037
 PU0037                          STATION RECOVERY (1951)
 PU0037
 PU0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0037'STATION RECOVERED AND THE MARK ARE IN GOOD CONDITION.  THE
 PU0037'MARKS ARE STAMPED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 PU0037'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 PU0037
 PU0037                          STATION RECOVERY (1962)
 PU0037
 PU0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0037'THE STATION WAS FOUND AS PREVIOUSLY DESCRIBED WITH ALL MARKS
 PU0037'UNDISTURBED AND IN GOOD CONDITION.  A CROSS MARK WAS MADE
 PU0037'ON ARROWS OF REFERENCE MARKS AND MEASUREMENTS ABOVE WERE MADE
 PU0037'TO THIS POINT AT THIS TIME.  A COMPLETE DESCRIPTION FOLLOWS--
 PU0037'
 PU0037'THE STATION IS LOCATED ABOUT 9 MILES EAST OF RED OWL, 8-1/4
 PU0037'MILES NORTH NORTHEAST OF WHITE OWL, AND 5-1/2 MILES NORTHWEST
 PU0037'OF MARCUS, ON A LOW RIDGE IN PASTURE LAND.
 PU0037'
 PU0037'TO REACH THE STATION FROM THE POST OFFICE IN MARCUS GO SOUTH
 PU0037'AND WEST 0.55 MILE ON THE MAIN GRAVELED ROAD TO A CROSSROAD.
 PU0037'TURN RIGHT AND GO NORTH ON GRADED, GRAVELED ROAD 3.35 MILES
 PU0037'TO A CROSSROAD.  TURN LEFT AND GO WEST 3.65 MILES TO THE AZIMUTH
 PU0037'MARK ON THE LEFT AT A FENCE T INTERSECTION.  CONTINUE WEST
 PU0037'0.45 MILE TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 PU0037'
 PU0037'THE STATION MARK, A STANDARD DISK STAMPED RED OWL 1950 CEMENTED
 PU0037'IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PU0037'PROJECTING 2.5 INCHES ABOVE GROUND, IS 114.9 FEET SOUTHEAST
 PU0037'OF THE EAST GATE POST OF A WIRE GATE, 58.0 FEET SOUTHWEST OF
 PU0037'THE CENTER OF THE GRAVELED ROAD, 9.9 FEET SOUTHEAST OF A WOODEN
 PU0037'WITNESS POST, AND 4.6 FEET SOUTHWEST OF A WIRE FENCE.
 PU0037'
 PU0037'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED RED OWL
 PU0037'NO 1 1950 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 PU0037'CYLINDER PROJECTING 3.5 INCHES ABOVE GROUND, IS 53.1 FEET
 PU0037'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 1.6 FEET
 PU0037'SOUTH-SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND AT ABOUT THE SAME
 PU0037'ELEVATION AS THE STATION.
 PU0037'
 PU0037'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED RED OWL
 PU0037'NO 2 1950 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 PU0037'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND, IS 30.0
 PU0037'FEET SOUTH-SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND AT ABOUT
 PU0037'THE SAME ELEVATION AS THE STATION.
 PU0037'
 PU0037'THE AZIMUTH MARK, A STANDARD DISK STAMPED RED OWL 1950 CEMENTED
 PU0037'IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PU0037'PROJECTING 2.5 INCHES ABOVE GROUND, IS 75.6 FEET WEST OF THE
 PU0037'CENTER OF A WIRE GATE, 37.9 FEET SOUTH OF THE CENTER OF THE
 PU0037'GRAVELED ROAD, 5.3 FEET WEST OF A FENCE CORNER POST AND 5.4
 PU0037'FEET WEST OF A WOODEN WITNESS POST.
 PU0037
 PU0037                          STATION RECOVERY (1963)
 PU0037
 PU0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0037'8 MI NW FROM MARCUS.
 PU0037'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0037'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0037'ROAD, THENCE 4.15 MILES WEST ALONG A GRAVELED ROAD, ON THE
 PU0037'CREST OF A HILL, IN SECTION 36, T 9 N, R 14 E, 122 FEET SOUTHEAST
 PU0037'OF THE CENTER OF A WIRE GATE AND ENTRANCE TO A PASTURE, 58
 PU0037'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 PU0037'SOUTHWEST OF A FENCE, 5.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 PU0037'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 PU0037'OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0041 ***********************************************************************
 PU0041  DESIGNATION -  RED OWL AZ MK
 PU0041  PID         -  PU0041
 PU0041  STATE/COUNTY-  SD/MEADE
 PU0041  COUNTRY     -  US
 PU0041  USGS QUAD   -  MARCUS (2017)
 PU0041
 PU0041                         *CURRENT SURVEY CONTROL
 PU0041  ______________________________________________________________________
 PU0041* NAD 83(1986) POSITION- 44 42 07.     (N) 102 21 35.     (W)   SCALED
 PU0041* NAVD 88 ORTHO HEIGHT -   842.245 (meters)     2763.27  (feet) ADJUSTED
 PU0041  ______________________________________________________________________
 PU0041  GEOID HEIGHT    -        -18.903 (meters)                     GEOID18
 PU0041  DYNAMIC HEIGHT  -        842.038 (meters)     2762.59  (feet) COMP
 PU0041  MODELED GRAVITY -    980,343.2   (mgal)                       NAVD 88
 PU0041
 PU0041  VERT ORDER      -  SECOND    CLASS 0
 PU0041
 PU0041.The horizontal coordinates were scaled from a map and have
 PU0041.an estimated accuracy of +/- 6 seconds.
 PU0041
 PU0041.The orthometric height was determined by differential leveling and
 PU0041.adjusted by the NATIONAL GEODETIC SURVEY
 PU0041.in June 1991.
 PU0041
 PU0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0041.GEOID18 height accuracy estimate available here.
 PU0041
 PU0041.Click photographs - Photos may exist for this station.
 PU0041
 PU0041.The dynamic height is computed by dividing the NAVD 88
 PU0041.geopotential number by the normal gravity value computed on the
 PU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0041.degrees latitude (g = 980.6199 gals.).
 PU0041
 PU0041.The modeled gravity was interpolated from observed gravity values.
 PU0041
 PU0041;                    North         East    Units  Estimated Accuracy
 PU0041;SPC SD N     -    99,250.      413,020.      MT  (+/- 180 meters Scaled)
 PU0041
 PU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK091532(NAD 83)
 PU0041
 PU0041                          SUPERSEDED SURVEY CONTROL
 PU0041
 PU0041  NGVD 29 (??/??/92)  841.777  (m)         2761.73   (f) ADJ UNCH    2 0
 PU0041
 PU0041.Superseded values are not recommended for survey control.
 PU0041
 PU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0041.See file dsdata.pdf to determine how the superseded data were derived.
 PU0041
 PU0041_MARKER: DZ = AZIMUTH MARK DISK
 PU0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0041_STAMPING: RED OWL 1950
 PU0041_MARK LOGO: CGS
 PU0041_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0041+STABILITY: SURFACE MOTION
 PU0041
 PU0041  HISTORY     - Date     Condition        Report By
 PU0041  HISTORY     - 1950     MONUMENTED       CGS
 PU0041  HISTORY     - 1963     GOOD             CGS
 PU0041
 PU0041                          STATION DESCRIPTION
 PU0041
 PU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0041'7.5 MI NW FROM MARCUS.
 PU0041'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0041'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0041'THENCE 3.7 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET WEST
 PU0041'OF A T FENCE CORNER, 1 1/2 FOOT NORTH OF A FENCE, 1.1 FEET SOUTH
 PU0041'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU0041'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0038 ***********************************************************************
 PU0038  DESIGNATION -  RED OWL RM 1
 PU0038  PID         -  PU0038
 PU0038  STATE/COUNTY-  SD/MEADE
 PU0038  COUNTRY     -  US
 PU0038  USGS QUAD   -  MARCUS (2017)
 PU0038
 PU0038                         *CURRENT SURVEY CONTROL
 PU0038  ______________________________________________________________________
 PU0038* NAD 83(1986) POSITION- 44 42 06.15   (N) 102 22 09.47   (W)   HD_HELD1
 PU0038* NAVD 88 ORTHO HEIGHT -   851.618 (meters)     2794.02  (feet) ADJUSTED
 PU0038  ______________________________________________________________________
 PU0038  GEOID HEIGHT    -        -18.874 (meters)                     GEOID18
 PU0038  DYNAMIC HEIGHT  -        851.409 (meters)     2793.33  (feet) COMP
 PU0038  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 PU0038
 PU0038  VERT ORDER      -  SECOND    CLASS 0
 PU0038
 PU0038.The horizontal coordinates were determined by differentially corrected
 PU0038.hand held GPS observations or other comparable positioning techniques
 PU0038.and have an estimated accuracy of +/- 3 meters.
 PU0038
 PU0038.The orthometric height was determined by differential leveling and
 PU0038.adjusted by the NATIONAL GEODETIC SURVEY
 PU0038.in June 1991.
 PU0038
 PU0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0038.GEOID18 height accuracy estimate available here.
 PU0038
 PU0038.Click photographs - Photos may exist for this station.
 PU0038
 PU0038.The dynamic height is computed by dividing the NAVD 88
 PU0038.geopotential number by the normal gravity value computed on the
 PU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0038.degrees latitude (g = 980.6199 gals.).
 PU0038
 PU0038.The modeled gravity was interpolated from observed gravity values.
 PU0038
 PU0038;                    North         East    Units  Estimated Accuracy
 PU0038;SPC SD N     -    99,243.1     412,256.4     MT  (+/- 3 meters HH1 GPS) 
 PU0038
 PU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0841353181(NAD 83)
 PU0038
 PU0038                          SUPERSEDED SURVEY CONTROL
 PU0038
 PU0038  NGVD 29 (??/??/92)  851.151  (m)         2792.48   (f) ADJ UNCH    2 0
 PU0038
 PU0038.Superseded values are not recommended for survey control.
 PU0038
 PU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0038.See file dsdata.pdf to determine how the superseded data were derived.
 PU0038
 PU0038_MARKER: DR = REFERENCE MARK DISK
 PU0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0038_STAMPING: RED OWL NO 1 1950
 PU0038_MARK LOGO: CGS
 PU0038_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0038+STABILITY: SURFACE MOTION
 PU0038
 PU0038  HISTORY     - Date     Condition        Report By
 PU0038  HISTORY     - 1950     MONUMENTED       CGS
 PU0038  HISTORY     - 1963     GOOD             CGS
 PU0038
 PU0038                          STATION DESCRIPTION
 PU0038
 PU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0038'8 MI NW FROM MARCUS.
 PU0038'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0038'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0038'ROAD, THENCE 4.15 MILES WEST ALONG A GRAVELED ROAD, ON THE CREST
 PU0038'OF A HILL, IN SECTION 36, T 9 N, R 14 E, 53 FEET SOUTHWEST OF THE
 PU0038'CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 25.5
 PU0038'FEET EAST-SOUTHEAST OF RED OWL 1950, ABOUT 1 FOOT ABOVE THE LEVEL
 PU0038'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0038'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0036 ***********************************************************************
 PU0036  DESIGNATION -  RED OWL RM 2
 PU0036  PID         -  PU0036
 PU0036  STATE/COUNTY-  SD/MEADE
 PU0036  COUNTRY     -  US
 PU0036  USGS QUAD   -  MARCUS (2017)
 PU0036
 PU0036                         *CURRENT SURVEY CONTROL
 PU0036  ______________________________________________________________________
 PU0036* NAD 83(1986) POSITION- 44 42 05.92   (N) 102 22 09.94   (W)   HD_HELD1
 PU0036* NAVD 88 ORTHO HEIGHT -   851.656 (meters)     2794.14  (feet) ADJUSTED
 PU0036  ______________________________________________________________________
 PU0036  GEOID HEIGHT    -        -18.874 (meters)                     GEOID18
 PU0036  DYNAMIC HEIGHT  -        851.447 (meters)     2793.46  (feet) COMP
 PU0036  MODELED GRAVITY -    980,343.3   (mgal)                       NAVD 88
 PU0036
 PU0036  VERT ORDER      -  SECOND    CLASS 0
 PU0036
 PU0036.The horizontal coordinates were determined by differentially corrected
 PU0036.hand held GPS observations or other comparable positioning techniques
 PU0036.and have an estimated accuracy of +/- 3 meters.
 PU0036
 PU0036.The orthometric height was determined by differential leveling and
 PU0036.adjusted by the NATIONAL GEODETIC SURVEY
 PU0036.in June 1991.
 PU0036
 PU0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0036.GEOID18 height accuracy estimate available here.
 PU0036
 PU0036.Click photographs - Photos may exist for this station.
 PU0036
 PU0036.The dynamic height is computed by dividing the NAVD 88
 PU0036.geopotential number by the normal gravity value computed on the
 PU0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0036.degrees latitude (g = 980.6199 gals.).
 PU0036
 PU0036.The modeled gravity was interpolated from observed gravity values.
 PU0036
 PU0036;                    North         East    Units  Estimated Accuracy
 PU0036;SPC SD N     -    99,236.3     412,245.9     MT  (+/- 3 meters HH1 GPS) 
 PU0036
 PU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0840353174(NAD 83)
 PU0036
 PU0036                          SUPERSEDED SURVEY CONTROL
 PU0036
 PU0036  NGVD 29 (??/??/92)  851.189  (m)         2792.61   (f) ADJ UNCH    2 0
 PU0036
 PU0036.Superseded values are not recommended for survey control.
 PU0036
 PU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0036.See file dsdata.pdf to determine how the superseded data were derived.
 PU0036
 PU0036_MARKER: DR = REFERENCE MARK DISK
 PU0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0036_STAMPING: RED OWL NO 2 1950
 PU0036_MARK LOGO: CGS
 PU0036_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0036+STABILITY: SURFACE MOTION
 PU0036
 PU0036  HISTORY     - Date     Condition        Report By
 PU0036  HISTORY     - 1950     MONUMENTED       CGS
 PU0036  HISTORY     - 1963     GOOD             CGS
 PU0036
 PU0036                          STATION DESCRIPTION
 PU0036
 PU0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0036'8 MI NW FROM MARCUS.
 PU0036'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0036'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0036'ROAD, THENCE 4.15 MILES WEST ALONG A GRAVELED ROAD, ON THE
 PU0036'CREST OF A HILL, IN SECTION 36, T 9 N, R 14 E, 88 FEET SOUTHWEST
 PU0036'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTHWEST OF A FENCE,
 PU0036'30.9 FEET SOUTH-SOUTHWEST OF RED OWL 1950, ABOUT 2 FEET ABOVE
 PU0036'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0036'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0032 ***********************************************************************
 PU0032  DESIGNATION -  RED RM 1
 PU0032  PID         -  PU0032
 PU0032  STATE/COUNTY-  SD/MEADE
 PU0032  COUNTRY     -  US
 PU0032  USGS QUAD   -  WHITE OWL NW (2017)
 PU0032
 PU0032                         *CURRENT SURVEY CONTROL
 PU0032  ______________________________________________________________________
 PU0032* NAD 83(1986) POSITION- 44 42 43.     (N) 102 26 36.     (W)   SCALED
 PU0032* NAVD 88 ORTHO HEIGHT -   848.865 (meters)     2784.98  (feet) ADJUSTED
 PU0032  ______________________________________________________________________
 PU0032  GEOID HEIGHT    -        -18.656 (meters)                     GEOID18
 PU0032  DYNAMIC HEIGHT  -        848.663 (meters)     2784.32  (feet) COMP
 PU0032  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 PU0032
 PU0032  VERT ORDER      -  SECOND    CLASS 0
 PU0032
 PU0032.The horizontal coordinates were scaled from a map and have
 PU0032.an estimated accuracy of +/- 6 seconds.
 PU0032
 PU0032.The orthometric height was determined by differential leveling and
 PU0032.adjusted by the NATIONAL GEODETIC SURVEY
 PU0032.in June 1991.
 PU0032
 PU0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0032.GEOID18 height accuracy estimate available here.
 PU0032
 PU0032.Click photographs - Photos may exist for this station.
 PU0032
 PU0032.The dynamic height is computed by dividing the NAVD 88
 PU0032.geopotential number by the normal gravity value computed on the
 PU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0032.degrees latitude (g = 980.6199 gals.).
 PU0032
 PU0032.The modeled gravity was interpolated from observed gravity values.
 PU0032
 PU0032;                    North         East    Units  Estimated Accuracy
 PU0032;SPC SD N     -   100,550.      406,430.      MT  (+/- 180 meters Scaled)
 PU0032
 PU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK025541(NAD 83)
 PU0032
 PU0032                          SUPERSEDED SURVEY CONTROL
 PU0032
 PU0032  NGVD 29 (??/??/92)  848.403  (m)         2783.47   (f) ADJ UNCH    2 0
 PU0032
 PU0032.Superseded values are not recommended for survey control.
 PU0032
 PU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0032.See file dsdata.pdf to determine how the superseded data were derived.
 PU0032
 PU0032_MARKER: DR = REFERENCE MARK DISK
 PU0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0032_STAMPING: RED NO 1 1962
 PU0032_MARK LOGO: CGS
 PU0032_PROJECTION: PROJECTING 30 CENTIMETERS
 PU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0032+STABILITY: SURFACE MOTION
 PU0032
 PU0032  HISTORY     - Date     Condition        Report By
 PU0032  HISTORY     - 1962     MONUMENTED       CGS
 PU0032  HISTORY     - 1963     GOOD             CGS
 PU0032
 PU0032                          STATION DESCRIPTION
 PU0032
 PU0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0032'7.5 MI E FROM RED OWL.
 PU0032'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0032'POST OFFICE AT RED OWL, THENCE 5.8 MILES EAST ALONG A GRAVELED
 PU0032'ROAD, ON THE CREST OF A HILL, IN SECTION 29, T 9 N, R 14 E,
 PU0032'49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT SOUTH
 PU0032'OF A FENCE, 45.6 FEET EAST OF RED 1962, ABOUT 3 FEET ABOVE THE
 PU0032'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0032'12 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0030 ***********************************************************************
 PU0030  DESIGNATION -  RED RM 2
 PU0030  PID         -  PU0030
 PU0030  STATE/COUNTY-  SD/MEADE
 PU0030  COUNTRY     -  US
 PU0030  USGS QUAD   -  WHITE OWL NW (2017)
 PU0030
 PU0030                         *CURRENT SURVEY CONTROL
 PU0030  ______________________________________________________________________
 PU0030* NAD 83(1986) POSITION- 44 42 43.     (N) 102 26 38.     (W)   SCALED
 PU0030* NAVD 88 ORTHO HEIGHT -   848.854 (meters)     2784.95  (feet) ADJUSTED
 PU0030  ______________________________________________________________________
 PU0030  GEOID HEIGHT    -        -18.654 (meters)                     GEOID18
 PU0030  DYNAMIC HEIGHT  -        848.653 (meters)     2784.29  (feet) COMP
 PU0030  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 PU0030
 PU0030  VERT ORDER      -  SECOND    CLASS 0
 PU0030
 PU0030.The horizontal coordinates were scaled from a map and have
 PU0030.an estimated accuracy of +/- 6 seconds.
 PU0030
 PU0030.The orthometric height was determined by differential leveling and
 PU0030.adjusted by the NATIONAL GEODETIC SURVEY
 PU0030.in June 1991.
 PU0030
 PU0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0030.GEOID18 height accuracy estimate available here.
 PU0030
 PU0030.Click photographs - Photos may exist for this station.
 PU0030
 PU0030.The dynamic height is computed by dividing the NAVD 88
 PU0030.geopotential number by the normal gravity value computed on the
 PU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0030.degrees latitude (g = 980.6199 gals.).
 PU0030
 PU0030.The modeled gravity was interpolated from observed gravity values.
 PU0030
 PU0030;                    North         East    Units  Estimated Accuracy
 PU0030;SPC SD N     -   100,560.      406,380.      MT  (+/- 180 meters Scaled)
 PU0030
 PU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK024541(NAD 83)
 PU0030
 PU0030                          SUPERSEDED SURVEY CONTROL
 PU0030
 PU0030  NGVD 29 (??/??/92)  848.393  (m)         2783.44   (f) ADJ UNCH    2 0
 PU0030
 PU0030.Superseded values are not recommended for survey control.
 PU0030
 PU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0030.See file dsdata.pdf to determine how the superseded data were derived.
 PU0030
 PU0030_MARKER: DR = REFERENCE MARK DISK
 PU0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0030_STAMPING: RED NO 2 1963
 PU0030_MARK LOGO: CGS
 PU0030_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0030+STABILITY: SURFACE MOTION
 PU0030
 PU0030  HISTORY     - Date     Condition        Report By
 PU0030  HISTORY     - 1962     MONUMENTED       CGS
 PU0030  HISTORY     - 1963     GOOD             CGS
 PU0030
 PU0030                          STATION DESCRIPTION
 PU0030
 PU0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0030'7.5 MI E FROM RED OWL.
 PU0030'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0030'POST OFFICE AT RED OWL, THENCE 5.8 MILES EAST ALONG A GRAVELED
 PU0030'ROAD, ON THE CREST OF A HILL, IN SECTION 29, T 9 N, R 14 E, 49
 PU0030'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT SOUTH OF A
 PU0030'FENCE, 44.4 FEET WEST OF RED 1962, ABOUT 3 FEET ABOVE THE
 PU0030'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0030'8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0766 ***********************************************************************
 QS0766  DESIGNATION -  RED TOP GRADE SCHOOL CHIMNEY
 QS0766  PID         -  QS0766
 QS0766  STATE/COUNTY-  SD/CORSON
 QS0766  COUNTRY     -  US
 QS0766  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 QS0766
 QS0766                         *CURRENT SURVEY CONTROL
 QS0766  ______________________________________________________________________
 QS0766* NAD 83(1996) POSITION- 45 29 07.74824(N) 100 36 37.15539(W)   ADJUSTED
 QS0766  ______________________________________________________________________
 QS0766  GEOID HEIGHT    -        -21.579 (meters)                     GEOID18
 QS0766  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 QS0766  HORZ ORDER      -  THIRD
 QS0766
 QS0766.The horizontal coordinates were established by classical geodetic methods
 QS0766.and adjusted by the National Geodetic Survey in January 1998.
 QS0766
 QS0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0766.GEOID18 height accuracy estimate available here.
 QS0766
 QS0766.Click photographs - Photos may exist for this station.
 QS0766
 QS0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0766
 QS0766. The following values were computed from the NAD 83(1996) position.
 QS0766
 QS0766;                    North         East     Units Scale Factor Converg.
 QS0766;SPC SD N     -   183,774.860   552,288.230   MT  0.99996782   -0 25 55.0
 QS0766;SPC SD N     -   602,934.69  1,811,965.63   sFT  0.99996782   -0 25 55.0
 QS0766;UTM  14      - 5,038,145.172   374,158.712   MT  0.99979470   -1 08 54.3
 QS0766
 QS0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7415838145(NAD 83)
 QS0766
 QS0766                          SUPERSEDED SURVEY CONTROL
 QS0766
 QS0766  NAD 83(1986)-  45 29 07.73935(N)    100 36 37.15310(W) AD(       ) 3
 QS0766  NAD 27      -  45 29 07.74500(N)    100 36 35.64800(W) AD(       ) 3
 QS0766
 QS0766.Superseded values are not recommended for survey control.
 QS0766
 QS0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0766.See file dsdata.pdf to determine how the superseded data were derived.
 QS0766
 QS0766_MARKER: 85 = CHIMNEY
 QS0766
 QS0766  HISTORY     - Date     Condition        Report By
 QS0766  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0766
 QS0766                          STATION DESCRIPTION
 QS0766
 QS0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0766'THE STATION IS LOCATED ON A HILL KNOWN LOCALLY AS RED TOP HILL,
 QS0766'ABOUT 11 MILES WEST AND 4 MILES SOUTH OF MOBRIDGE, 5 MILES
 QS0766'EAST AND 3/4 MILE NORTH OF TRAIL CITY.  IT IS A WHITE PAINTED
 QS0766'BUILDING ABOUT 25 FEET HIGH, THE POINT INTERSECTED WAS THE
 QS0766'TOP OF THE CHIMNEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0738 ***********************************************************************
 OT0738  DESIGNATION -  RED WATER
 OT0738  PID         -  OT0738
 OT0738  STATE/COUNTY-  SD/SHANNON
 OT0738  COUNTRY     -  US
 OT0738  USGS QUAD   -  CONATA SW (2017)
 OT0738
 OT0738                         *CURRENT SURVEY CONTROL
 OT0738  ______________________________________________________________________
 OT0738* NAD 83(1996) POSITION- 43 33 29.61840(N) 102 11 58.88264(W)   ADJUSTED
 OT0738* NAVD 88 ORTHO HEIGHT -   944.3   (meters)     3098.    (feet) VERTCON3
 OT0738  ______________________________________________________________________
 OT0738  GEOID HEIGHT    -        -19.164 (meters)                     GEOID18
 OT0738  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 OT0738  HORZ ORDER      -  FIRST
 OT0738
 OT0738.The horizontal coordinates were established by classical geodetic methods
 OT0738.and adjusted by the National Geodetic Survey in January 1998.
 OT0738
 OT0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0738
 OT0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0738.GEOID18 height accuracy estimate available here.
 OT0738
 OT0738.Click photographs - Photos may exist for this station.
 OT0738
 OT0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0738
 OT0738. The following values were computed from the NAD 83(1996) position.
 OT0738
 OT0738;                    North         East     Units Scale Factor Converg.
 OT0738;SPC SD S     -   137,768.827   449,227.088   MT  0.99990742   -1 17 15.0
 OT0738;SPC SD S     -   451,996.56  1,473,839.20   sFT  0.99990742   -1 17 15.0
 OT0738;UTM  13      - 4,826,618.297   726,176.201   MT  1.00022928   +1 55 49.7
 OT0738
 OT0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0738!SPC SD S     -   0.99985495  x   0.99990742  =   0.99976238
 OT0738!UTM  13      -   0.99985495  x   1.00022928  =   1.00008420
 OT0738
 OT0738:                Primary Azimuth Mark                     Grid Az
 OT0738:SPC SD S     -  RED WATER AZ MK                          166 11 05.2
 OT0738:UTM  13      -  RED WATER AZ MK                          162 58 00.5
 OT0738
 OT0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2617626618(NAD 83)
 OT0738
 OT0738|---------------------------------------------------------------------|
 OT0738| PID    Reference Object                     Distance      Geod. Az  |
 OT0738|                                                           dddmmss.s |
 OT0738| OT0737 ST CECELIA CHURCH CUPOLA            APPROX.10.4 KM 0634341.6 |
 OT0738| CQ4762 RED WATER AZ MK                                    1645350.2 |
 OT0738| CQ4763 RED WATER RM 1                       25.875 METERS 24527     |
 OT0738| CQ4764 RED WATER RM 2                       47.442 METERS 32507     |
 OT0738|---------------------------------------------------------------------|
 OT0738
 OT0738                          SUPERSEDED SURVEY CONTROL
 OT0738
 OT0738  NAD 83(1995)-  43 33 29.61354(N)    102 11 58.88558(W) AD(       ) 1
 OT0738  NAD 83(1986)-  43 33 29.60893(N)    102 11 58.88458(W) AD(       ) 1
 OT0738  NAD 27      -  43 33 29.63300(N)    102 11 57.31400(W) AD(       ) 1
 OT0738  NGVD 29 (07/19/86)  943.8    (m)         3096.     (f) VERT ANG       
 OT0738
 OT0738.Superseded values are not recommended for survey control.
 OT0738
 OT0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0738.See file dsdata.pdf to determine how the superseded data were derived.
 OT0738
 OT0738_MARKER: DS = TRIANGULATION STATION DISK
 OT0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0738_STAMPING: RED WATER 1934
 OT0738_MARK LOGO: CGS
 OT0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0738+STABILITY: SURFACE MOTION
 OT0738
 OT0738  HISTORY     - Date     Condition        Report By
 OT0738  HISTORY     - 1934     MONUMENTED       CGS
 OT0738  HISTORY     - 1936     GOOD             CGS
 OT0738
 OT0738                          STATION DESCRIPTION
 OT0738
 OT0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0738'THE STATION IS 11-1/2 MILES, AIRLINE, S OF CONATA, AND 9-1/2
 OT0738'MILES AIRLINE, N OF KYLE ON A BARE KNOLL AT N END OF THE DIVIDE
 OT0738'BETWEEN RED WATER CREEK AND MEDICINE ROOT CREEK.
 OT0738'
 OT0738'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0738'BRONZE DISKS SET IN CONCRETE.
 OT0738'
 OT0738'REFERENCE MARK NO. 1 IS WSW, AND REFERENCE MARK NO. 2 IS NW
 OT0738'OF THE STATION.
 OT0738'
 OT0738'THE AZIMUTH MARK IS SSE OF STATION AND ON SAME RIDGE AS STATION.
 OT0738'THE MARK IS 7 PACES W OF A N-S TRACK ROAD, WHICH RUNS ALONG
 OT0738'TOP OF RIDGE.
 OT0738'
 OT0738'THE STATION MAY BE REACHED FROM KRESHA STORE ON KRESHA-KYLE
 OT0738'GRADE, 5-1/2 MILES N OF KYLE, BY DRIVING N ON MAIN GRADE 1.0
 OT0738'MILE, OR 0.3 MILE BEYOND THIRD BRIDGE CROSSED ON THE WAY.
 OT0738'LEAVE GRADE AND TURN RIGHT UP HILL ON A DIRT TRACK ROAD, FOR
 OT0738'0.2 MILE.  AT FENCE CORNER, A ROAD COMED IN FROM THE RIGHT.
 OT0738'CONTINUE ON MAIN ROAD 1.3 MILES TO FORKS AND CROSSROADS.  MAIN
 OT0738'ROAD FORKS RIGHT.  CONTINUE ON MAIN ROAD 0.55 MILE TO WHERE
 OT0738'ROAD COMES IN FROM LEFT.  CONTINUE 0.6 MILE TO FORKS.  TAKE
 OT0738'LEFT FORK 0.2 MILE TO FORKS AND CROSSROADS.  TAKE RIGHT
 OT0738'FORK 0.25 MILE TO FORKS (ROAD COMES IN FROM LEFT).  KEEP
 OT0738'RIGHT FORK, MAIN ROAD, 0.45 MILE TO FORKS.  TAKE RIGHT FORK
 OT0738'0.75 MILE TO CROSSROADS.  TURN LEFT AND FOLLOW TRAIL
 OT0738'NORTHERLY 0.7 MILE.  TRAIL COMES IN FROM LEFT.  CONTINUE ON
 OT0738'MAIN TRAIL 1.9 MILES TO WIRE GATE.  PASS THROUGH GATE AND
 OT0738'GO E ALONG N SIDE OF FENCE FOR 0.3 MILE.  LEAVE FENCE AND GO N
 OT0738'ALONG TOP OF RIDGE 0.5 MILE.  TAKE RIGHT FORK UP RIDGE-BACK
 OT0738'0.2 MILE TO STATION.
 OT0738'
 OT0738'A 10-FOOT STAND WILL CLEAR ALL LINES.
 OT0738
 OT0738                          STATION RECOVERY (1936)
 OT0738
 OT0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0738'STATION AND REFERENCE MARKS WERE ALL FOUND AS DESCRIBED IN
 OT0738'GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO THE TWO REFERENCE
 OT0738'MARKS WERE CHECKED.  A SLIGHT DESCREPANCY WAS FOUND IN THE
 OT0738'DISTANCES.  NO CHECK WAS MADE ON THE AZIMUTH MARK.
 OT0738'
 OT0738'THE STATION IS LOCATED ABOUT 16-1/2 MILES S AND W OF INTERIOR
 OT0738'IN THE NE 1/4 SEC. 4, T 41 W, R 41 N, ON A BARE PASTURE HILL
 OT0738'BETWEEN RED WATER CREEK AND MEDICINE CREEK.
 OT0738'
 OT0738'REFERENCE MARK NO. 1 IS 84.94 FEET W OF THE STATION AND 163.08
 OT0738'FEET FROM REFERENCE MARK NO. 2.
 OT0738'
 OT0738'REFERENCE MARK NO. 2 IS 155.65 FEET NW OF THE STATION.
 OT0738'
 OT0738'AZIMUTH MARK IS ABOUT SE OF THE STATION AND ON THE SAME HILL.
 OT0738'THE MARK IS 7 PACES W OF THE TRAIL WHICH RUNS ALONG THE TOP
 OT0738'OF RIDGE.
 OT0738'
 OT0738'TO REACH THE STATION FROM INTERIOR GO W FROM THE TOWN ON
 OT0738'HIGHWAY 40, 2.0 MILES TO THE COUNTY LINE AND ROAD TO THE LEFT.
 OT0738'GO S ON THIS ROAD 0.9 MILE TO CROSSROADS ON THE E SIDE OF BRIDGE.
 OT0738'TAKE THE ROAD TO RIGHT AND CROSS BRIDGE OVER WHITE RIVER AND
 OT0738'FOLLOW THIS ROAD 0.3 MILE S AND W TO FORKS.  TAKE RIGHT FORK
 OT0738'AND FOLLOW MAIN ROAD 5.9 MILES.  TURN TO RIGHT AND GO 3.0
 OT0738'MILES TO CROSSROADS.  TURN TO LEFT AND GO S ON MAIN ROAD 5.6
 OT0738'MILES TO A TRAIL ON RIGHT JUST BEYOND A MAIL BOX ON LEFT.
 OT0738'TURN TO RIGHT AND FOLLOW THIS TRAIL OR ROAD W, BEING CAREFUL
 OT0738'TO KEEP ON MAIN ROAD, 2.7 MILES TO FORD ACROSS CREEK.
 OT0738'CROSS CREEK AND FOLLOW ROAD 0.8 MILE TO FORKS.  TAKE LEFT FORK
 OT0738'AND GO SW 2.3 MILES TO AN E-W ROAD AND GATE IN FENCE.
 OT0738'PASS THROUGH THE GATE AND FOLLOW ROAD 0.3 MILE W TO FORKS.
 OT0738'TURN TO RIGHT AND GO 0.7 MILE TO A Y ROAD.  GO N 1.5 MILES
 OT0738'TO A GATE.  PASS THROUGH GATE AND GO N 0.8 MILE, KEEPING
 OT0738'RIGHT HAND ROAD, TO TOP OF HILL AND STATION.
 OT0738'
 OT0738'ALL STATIONS ARE VISIBLE FROM A TEN-FOOT STAND.  ELEVATION 3400 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0883 ***********************************************************************
 QS0883  DESIGNATION -  RED WATER
 QS0883  PID         -  QS0883
 QS0883  STATE/COUNTY-  SD/DEWEY
 QS0883  COUNTRY     -  US
 QS0883  USGS QUAD   -  PARADE NW (2017)
 QS0883
 QS0883                         *CURRENT SURVEY CONTROL
 QS0883  ______________________________________________________________________
 QS0883* NAD 83(1996) POSITION- 45 14 36.32556(N) 101 11 54.42946(W)   ADJUSTED
 QS0883* NAVD 88 ORTHO HEIGHT -   725.    (meters)     2379.    (feet) SCALED
 QS0883  ______________________________________________________________________
 QS0883  GEOID HEIGHT    -        -21.220 (meters)                     GEOID18
 QS0883  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC18
 QS0883  HORZ ORDER      -  THIRD
 QS0883
 QS0883.The horizontal coordinates were established by classical geodetic methods
 QS0883.and adjusted by the National Geodetic Survey in January 1998.
 QS0883
 QS0883.The orthometric height was scaled from a topographic map.
 QS0883
 QS0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0883.GEOID18 height accuracy estimate available here.
 QS0883
 QS0883.Click photographs - Photos may exist for this station.
 QS0883
 QS0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0883
 QS0883. The following values were computed from the NAD 83(1996) position.
 QS0883
 QS0883;                    North         East     Units Scale Factor Converg.
 QS0883;SPC SD N     -   157,390.154   505,915.413   MT  0.99994473   -0 50 53.5
 QS0883;SPC SD N     -   516,370.86  1,659,824.15   sFT  0.99994473   -0 50 53.5
 QS0883;UTM  14      - 5,012,343.388   327,463.856   MT  0.99996603   -1 33 41.5
 QS0883
 QS0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0883!SPC SD N     -   0.99988960  x   0.99994473  =   0.99983434
 QS0883!UTM  14      -   0.99988960  x   0.99996603  =   0.99985563
 QS0883
 QS0883:                Primary Azimuth Mark                     Grid Az
 QS0883:SPC SD N     -  RED WATER AZ MK                          285 14 37.3
 QS0883:UTM  14      -  RED WATER AZ MK                          285 57 25.3
 QS0883
 QS0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2746312343(NAD 83)
 QS0883
 QS0883|---------------------------------------------------------------------|
 QS0883| PID    Reference Object                     Distance      Geod. Az  |
 QS0883|                                                           dddmmss.s |
 QS0883| CQ9303 RED WATER RM 1                       10.576 METERS 11826     |
 QS0883| CQ9304 RED WATER RM 2                       11.273 METERS 21222     |
 QS0883| CQ9302 RED WATER AZ MK                                    2842343.8 |
 QS0883|---------------------------------------------------------------------|
 QS0883
 QS0883                          SUPERSEDED SURVEY CONTROL
 QS0883
 QS0883  NAD 83(1986)-  45 14 36.31806(N)    101 11 54.42855(W) AD(       ) 3
 QS0883  NAD 27      -  45 14 36.39000(N)    101 11 52.88300(W) AD(       ) 3
 QS0883
 QS0883.Superseded values are not recommended for survey control.
 QS0883
 QS0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0883.See file dsdata.pdf to determine how the superseded data were derived.
 QS0883
 QS0883_MARKER: DB = BENCH MARK DISK
 QS0883_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0883_STAMPING: RED WATER 1948
 QS0883_MARK LOGO: USGS
 QS0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0883
 QS0883  HISTORY     - Date     Condition        Report By
 QS0883  HISTORY     - 1948     MONUMENTED       USGS
 QS0883  HISTORY     - 1958     GOOD             USGS
 QS0883
 QS0883                          STATION DESCRIPTION
 QS0883
 QS0883'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JCM)
 QS0883'THE STATION IS IN SECTION 21, T 15 N, R 24 E, ABOUT 12-3/4
 QS0883'MILES SOUTH AND 6 MILES WEST OF TIMBER LAKE, AND ABOUT 1
 QS0883'MILE EAST OF STATE HIGHWAY 63.
 QS0883'
 QS0883'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 QS0883'63, 3 MILES EAST OF FIRESTEEL AND 7 MILES WEST OF TIMBER LAKE,
 QS0883'GO SOUTH ON HIGHWAY 63 FOR 13.05 MILES TO A GRADED T-ROAD
 QS0883'LEADING RIGHT AND A TRACK ROAD LEADING SOUTHEASTERLY ACROSS
 QS0883'HAY FIELD, TURN LEFT AND GO ON TRACK ROAD FOR 0.05 MILE TO A
 QS0883'DIM TRACK ROAD LEFT, TURN LEFT AND GO EAST ON DIM TRACK ROAD FOR
 QS0883'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 QS0883'CONTINUE EAST ON DIM TRACK ROAD FOR 0.2 MILE TO POINT WHERE
 QS0883'ROAD CURVES TO RIGHT, BEAR LEFT OR STRAIGHT AHEAD (EAST) AND
 QS0883'GO ACROSS PASTURE FOR 0.1 MILE TO THE TOP OF THE MOUND AND
 QS0883'THE STATION.
 QS0883'
 QS0883'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 QS0883'MARK DISK SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST
 QS0883'PROJECTING 2 INCHES.  THE DISK IS STAMPED, RED WATER 1948.
 QS0883'
 QS0883'REFERENCE MARK NO. 1 PROJECTS 7 INCHES, AND THE DISK IS
 QS0883'STAMPED RED WATER NO 1 USGS 1952.
 QS0883'
 QS0883'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 QS0883'RED WATER NO 2 USGS 1952.
 QS0883'
 QS0883'THE AZIMUTH MARK IS 17 FEET NORTH OF THE TRACK ROAD, AND 6
 QS0883'FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 QS0883'PROJECTS 6 INCHES, AND THE DISK IS STAMPED RED WATER USGS 1952.
 QS0883'
 QS0883'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0883
 QS0883                          STATION RECOVERY (1958)
 QS0883
 QS0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QS0883'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0863 ***********************************************************************
 OR0863  DESIGNATION -  REDE
 OR0863  PID         -  OR0863
 OR0863  STATE/COUNTY-  SD/BRULE
 OR0863  COUNTRY     -  US
 OR0863  USGS QUAD   -  IONA NW (2017)
 OR0863
 OR0863                         *CURRENT SURVEY CONTROL
 OR0863  ______________________________________________________________________
 OR0863* NAD 83(1996) POSITION- 43 43 10.69591(N) 099 22 42.98889(W)   ADJUSTED
 OR0863* NAVD 88 ORTHO HEIGHT -   510.    (meters)     1673.    (feet) SCALED
 OR0863  ______________________________________________________________________
 OR0863  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 OR0863  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 OR0863  HORZ ORDER      -  SECOND
 OR0863
 OR0863.The horizontal coordinates were established by classical geodetic methods
 OR0863.and adjusted by the National Geodetic Survey in January 1998.
 OR0863
 OR0863.The orthometric height was scaled from a topographic map.
 OR0863
 OR0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0863.GEOID18 height accuracy estimate available here.
 OR0863
 OR0863.Click photographs - Photos may exist for this station.
 OR0863
 OR0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0863
 OR0863. The following values were computed from the NAD 83(1996) position.
 OR0863
 OR0863;                    North         East     Units Scale Factor Converg.
 OR0863;SPC SD S     -   154,448.737   676,925.805   MT  0.99990843   +0 39 31.0
 OR0863;SPC SD S     -   506,720.56  2,220,880.75   sFT  0.99990843   +0 39 31.0
 OR0863;UTM  14      - 4,840,804.030   469,502.857   MT  0.99961144   -0 15 42.0
 OR0863
 OR0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0863!SPC SD S     -   0.99992403  x   0.99990843  =   0.99983247
 OR0863!UTM  14      -   0.99992403  x   0.99961144  =   0.99953550
 OR0863
 OR0863:                Primary Azimuth Mark                     Grid Az
 OR0863:SPC SD S     -  WILLRODT                                 151 23 42.5
 OR0863:UTM  14      -  WILLRODT                                 152 18 55.5
 OR0863
 OR0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6950240804(NAD 83)
 OR0863
 OR0863|---------------------------------------------------------------------|
 OR0863| PID    Reference Object                     Distance      Geod. Az  |
 OR0863|                                                           dddmmss.s |
 OR0863| CO3562 REDE RM 1                            23.830 METERS 04905     |
 OR0863| OR0854 WILLRODT                            APPROX. 8.8 KM 1520313.5 |
 OR0863| CO3563 REDE RM 2                            36.963 METERS 16458     |
 OR0863| CO3561 REDE AZ MK                                         2512815.3 |
 OR0863|---------------------------------------------------------------------|
 OR0863
 OR0863                          SUPERSEDED SURVEY CONTROL
 OR0863
 OR0863  NAD 83(1995)-  43 43 10.69420(N)    099 22 42.99456(W) AD(       ) 2
 OR0863  NAD 83(1986)-  43 43 10.69540(N)    099 22 42.99549(W) AD(       ) 2
 OR0863  NAD 27      -  43 43 10.70900(N)    099 22 41.64300(W) AD(       ) 2
 OR0863
 OR0863.Superseded values are not recommended for survey control.
 OR0863
 OR0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0863.See file dsdata.pdf to determine how the superseded data were derived.
 OR0863
 OR0863_MARKER: DS = TRIANGULATION STATION DISK
 OR0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0863_STAMPING: REDE 1948
 OR0863_MARK LOGO: CGS
 OR0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0863+STABILITY: SURFACE MOTION
 OR0863
 OR0863  HISTORY     - Date     Condition        Report By
 OR0863  HISTORY     - 1948     MONUMENTED       CGS
 OR0863  HISTORY     - 1974     GOOD             USGS
 OR0863
 OR0863                          STATION DESCRIPTION
 OR0863
 OR0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0863'STATION IS LOCATED ABOUT 6-3/4 MILES SOUTH SOUTHWEST OF CHAMBERLAIN
 OR0863'AND 1 MILE EAST OF THE MISSOURI RIVER ON A HIGH BLUFF OVERLOOKING
 OR0863'THE RIVER.  STATION IS 59 FEET WEST OF FENCELINE.  THE MARK
 OR0863'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED REDE 1948.
 OR0863'
 OR0863'REFERENCE MARK NO. 1 IS 78.18 FEET NORTHWEST OF STATION AND
 OR0863'1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 OR0863'THE DISK IS STAMPED REDE NO 1 1948.
 OR0863'
 OR0863'REFERENCE MARK NO. 2 IS 121.27 FEET SOUTH SOUTHEAST OF STATION
 OR0863'AND 25 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 OR0863'AND THE DISK IS STAMPED REDE NO 2 1948.
 OR0863'
 OR0863'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST SOUTHWEST OF
 OR0863'STATION, 38 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF TRACK
 OR0863'ROAD AT POINT WHERE GATE CROSSES ROAD, 9 FEET NORTH OF T
 OR0863'FENCE CORNER AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 OR0863'ABOUT 5 INCHES AND THE DISK IS STAMPED REDE 1948.
 OR0863'
 OR0863'TO REACH STATION FROM THE TAFT HOTEL IN CHAMBERLAIN GO
 OR0863'SOUTHEAST ON U.S. HIGHWAY 16 FOR 2.8 MILES TO WHERE THE
 OR0863'HIGHWAY TURNS LEFT.  TURN RIGHT AND GO WEST 2.0 MILES ON
 OR0863'GRAVEL ROAD.  TURN LEFT AND GO SOUTH FOR 4.0 MILES TO CROSSROADS.
 OR0863'TURN RIGHT AND GO WEST FOR 1.35 MILES TO WIRE GATE. PASS
 OR0863'THROUGH GATE AND TURN RIGHT ALONG WEST SIDE OF FENCE AND GO
 OR0863'NORTH 0.2 MILE TO STATION AS DESCRIBED.
 OR0863'
 OR0863'*TO REACH AZIMUTH MARK FROM GATE CONTINUE WESTERLY ON TRACK
 OR0863'ROAD DOWN BLUFF FOR 0.7 MILE TO WIRE GATE AND AZIMUTH ON LEFT
 OR0863'AS DESCRIBED.
 OR0863'
 OR0863'A 4 FOOT SIGNAL AT STATION WILLRODT (MO. RC) 1934 IS VISIBLE
 OR0863'FROM THE GROUND.
 OR0863'
 OR0863'A 4 FOOT SIGNAL AT STATION WALKER IS VISIBLE FROM THE GROUND.
 OR0863'
 OR0863'A 4 FOOT SIGNAL AT STATION WHITER IS VISIBLE FROM THE GROUND.
 OR0863'
 OR0863'A 4 FOOT SIGNAL AT STATION OACOMA IS VISIBLE FROM THE GROUND.
 OR0863'
 OR0863'A 47 FOOT SIGNAL AT STATION TAFT 1924 IS VISIBLE FROM THE GROUND.
 OR0863'
 OR0863'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OR0863
 OR0863                          STATION RECOVERY (1974)
 OR0863
 OR0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 OR0863'STATION SURFACE MARK, R.M. 1, R.M. 2, WERE RECOVERED IN GOOD
 OR0863'CONDITION.
 OR0863'
 OR0863'INSTRUTMENT WAS SET UP OVER SURFACE MARK AND WILLRODT BACKSIGHTED
 OR0863'AND THE ANGLE TO THE AZIMUTH MARK TURNED OFF.  A SEARCH ALONG
 OR0863'THIS LINE ALL THE WAY TO THE WATER OF MISSOURI RIVER WAS
 OR0863'CONDUCTED BUT THE MARK NOT FOUND.  THE AREA DOES NOT CONFORM
 OR0863'TOO THE ORIGINAL DESCRIPTION SO ANY FURTHER SEARCH WOULD
 OR0863'PROBABLY BE FRUITLESS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2333 ***********************************************************************
 PU2333  DESIGNATION -  REDFERN
 PU2333  PID         -  PU2333
 PU2333  STATE/COUNTY-  SD/PENNINGTON
 PU2333  COUNTRY     -  US
 PU2333  USGS QUAD   -  ROCHFORD (2017)
 PU2333
 PU2333                         *CURRENT SURVEY CONTROL
 PU2333  ______________________________________________________________________
 PU2333* NAD 83(1996) POSITION- 44 00 06.42003(N) 103 39 13.76636(W)   ADJUSTED
 PU2333* NAVD 88 ORTHO HEIGHT -  1853.    (meters)     6079.    (feet) SCALED
 PU2333  ______________________________________________________________________
 PU2333  GEOID HEIGHT    -        -13.273 (meters)                     GEOID18
 PU2333  LAPLACE CORR    -        -11.51  (seconds)                    DEFLEC18
 PU2333  HORZ ORDER      -  THIRD
 PU2333
 PU2333.The horizontal coordinates were established by classical geodetic methods
 PU2333.and adjusted by the National Geodetic Survey in January 1998.
 PU2333
 PU2333.The orthometric height was scaled from a topographic map.
 PU2333
 PU2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2333.GEOID18 height accuracy estimate available here.
 PU2333
 PU2333.Click photographs - Photos may exist for this station.
 PU2333
 PU2333.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2333
 PU2333. The following values were computed from the NAD 83(1996) position.
 PU2333
 PU2333;                    North         East     Units Scale Factor Converg.
 PU2333;SPC SD S     -   190,675.533   333,773.844   MT  0.99992923   -2 17 26.3
 PU2333;SPC SD S     -   625,574.64  1,095,056.35   sFT  0.99992923   -2 17 26.3
 PU2333;UTM  13      - 4,872,951.758   607,925.595   MT  0.99974326   +0 56 06.9
 PU2333
 PU2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2333!SPC SD S     -   0.99971166  x   0.99992923  =   0.99964091
 PU2333!UTM  13      -   0.99971166  x   0.99974326  =   0.99945499
 PU2333
 PU2333:                Primary Azimuth Mark                     Grid Az
 PU2333:SPC SD S     -  REDFERN AZ MK                            127 38 22.8
 PU2333:UTM  13      -  REDFERN AZ MK                            124 24 49.6
 PU2333
 PU2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0792572951(NAD 83)
 PU2333
 PU2333|---------------------------------------------------------------------|
 PU2333| PID    Reference Object                     Distance      Geod. Az  |
 PU2333|                                                           dddmmss.s |
 PU2333| CQ4767 REDFERN RM 2                          3.400 METERS 00353     |
 PU2333| CQ4765 REDFERN AZ MK                                      1252056.5 |
 PU2333| CQ4766 REDFERN RM 1                          4.742 METERS 16109     |
 PU2333|---------------------------------------------------------------------|
 PU2333
 PU2333                          SUPERSEDED SURVEY CONTROL
 PU2333
 PU2333  NAD 83(1993)-  44 00 06.41090(N)    103 39 13.76952(W) AD(       ) 3
 PU2333  NAD 83(1986)-  44 00 06.41364(N)    103 39 13.76624(W) AD(       ) 3
 PU2333  NAD 27      -  44 00 06.48200(N)    103 39 12.07500(W) AD(       ) 3
 PU2333
 PU2333.Superseded values are not recommended for survey control.
 PU2333
 PU2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2333.See file dsdata.pdf to determine how the superseded data were derived.
 PU2333
 PU2333_MARKER: DS = TRIANGULATION STATION DISK
 PU2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2333_STAMPING: REDFERN 1950
 PU2333_MARK LOGO: CGS
 PU2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2333+STABILITY: SURFACE MOTION
 PU2333
 PU2333  HISTORY     - Date     Condition        Report By
 PU2333  HISTORY     - 1950     MONUMENTED       CGS
 PU2333  HISTORY     - 1975     GOOD             SDDT
 PU2333
 PU2333                          STATION DESCRIPTION
 PU2333
 PU2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2333'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HILL CITY, ABOUT
 PU2333'0.5 MILE WEST OF REDFERN (A RAILROAD SIDING), AND ON THE CREST
 PU2333'AND HIGHEST POINT OF A PROMINENT RIDGE THAT HAS BEEN BARED OF
 PU2333'ITS TIMBER BY A FOREST FIRE.
 PU2333'
 PU2333'TO REACH THE STATION FROM THE POST OFFICE IN HILL CITY, GO
 PU2333'NORTHERLY ON U.S. HIGHWAYS NO. 85 A AND 16 A FOR 0.15 MILE.
 PU2333'THEN LEFT, NORTHWESTERLY, ON A DIRT ROAD FOR 2.8 MILES TO A
 PU2333'FORK.  THEN LEFT, NORTHWESTERLY, FOR 2.45 MILES TO A FORK.
 PU2333'THEN RIGHT, NORTHERLY, FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 PU2333'LEFT AS DESCRIBED, AND THE END OF TRUCK TRAVEL.  PACK
 PU2333'NORTHWESTERLY FOR 30 MINUTES TO THE CREST OF THE RIDGE AND THE
 PU2333'STATION AS DESCRIBED.
 PU2333'
 PU2333'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 PU2333'REDFERN 1950.
 PU2333'
 PU2333'REFERENCE MARK NO. 1 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 PU2333'14 INCHES, AND THE DISK IS STAMPED REDFERN NO 1 1950.
 PU2333'
 PU2333'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 PU2333'14 INCHES, AND THE DISK IS STAMPED REDFERN NO 2 1950.
 PU2333'
 PU2333'THE AZIMUTH MARK IS 72 FEET NORTHWEST OF A FENCE CORNER, 53 FEET
 PU2333'NORTHWEST OF THE CENTER OF A TRIANGULAR PLOT OF GROUND THAT FORMS
 PU2333'THE CENTER OF THE INTERSECTION OF THE MAIN TRAVELED DIRT ROAD
 PU2333'WITH A TRACK SIDE ROAD THAT BEARS TO THE WEST, AND 32 FEET
 PU2333'WEST OF THE CENTER OF THE GRADED DIRT ROAD.  IT PROJECTS 8
 PU2333'INCHES, AND THE DISK IS STAMPED REDFERN 1950.
 PU2333'
 PU2333'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS FASTENED
 PU2333'TO THE TOPS OF 3-INCH IRON PIPES.  THE AZIMUTH MARK IS A
 PU2333'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PU2333
 PU2333                          STATION RECOVERY (1975)
 PU2333
 PU2333'RECOVERY NOTE BY SD DEPT OF TRANSP 1975 (LF)
 PU2333'TRI. STA. REDFERN-GOOD
 PU2333'
 PU2333'REFERENCE MARK 1 AND 2-GOOD
 PU2333'
 PU2333'AZI MARK-GOOD
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0751 ***********************************************************************
 PS0751  DESIGNATION -  REDFIELD
 PS0751  PID         -  PS0751
 PS0751  STATE/COUNTY-  SD/SPINK
 PS0751  COUNTRY     -  US
 PS0751  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0751
 PS0751                         *CURRENT SURVEY CONTROL
 PS0751  ______________________________________________________________________
 PS0751* NAD 83(1996) POSITION- 44 53 13.59862(N) 098 31 38.25784(W)   ADJUSTED
 PS0751* NAVD 88 ORTHO HEIGHT -   398.161 (meters)     1306.30  (feet) ADJUSTED
 PS0751  ______________________________________________________________________
 PS0751  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0751  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 PS0751  DYNAMIC HEIGHT  -        398.117 (meters)     1306.16  (feet) COMP
 PS0751  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 PS0751
 PS0751  HORZ ORDER      -  FIRST
 PS0751  VERT ORDER      -  FIRST     CLASS II
 PS0751
 PS0751.The horizontal coordinates were established by classical geodetic methods
 PS0751.and adjusted by the National Geodetic Survey in January 1998.
 PS0751
 PS0751.The orthometric height was determined by differential leveling and
 PS0751.adjusted by the NATIONAL GEODETIC SURVEY
 PS0751.in July 1998.
 PS0751
 PS0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0751.GEOID18 height accuracy estimate available here.
 PS0751
 PS0751.Click photographs - Photos may exist for this station.
 PS0751
 PS0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0751
 PS0751.The dynamic height is computed by dividing the NAVD 88
 PS0751.geopotential number by the normal gravity value computed on the
 PS0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0751.degrees latitude (g = 980.6199 gals.).
 PS0751
 PS0751.The modeled gravity was interpolated from observed gravity values.
 PS0751
 PS0751. The following values were computed from the NAD 83(1996) position.
 PS0751
 PS0751;                    North         East     Units Scale Factor Converg.
 PS0751;SPC SD N     -   118,156.090   716,332.985   MT  0.99994319   +1 02 32.2
 PS0751;SPC SD N     -   387,650.44  2,350,169.13   sFT  0.99994319   +1 02 32.2
 PS0751;UTM  14      - 4,970,518.631   537,329.565   MT  0.99961713   +0 20 01.0
 PS0751
 PS0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0751!SPC SD N     -   0.99994138  x   0.99994319  =   0.99988458
 PS0751!UTM  14      -   0.99994138  x   0.99961713  =   0.99955854
 PS0751
 PS0751:                Primary Azimuth Mark                     Grid Az
 PS0751:SPC SD N     -  REDFIELD AZ MK                           231 39 37.6
 PS0751:UTM  14      -  REDFIELD AZ MK                           232 22 08.8
 PS0751
 PS0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3732970518(NAD 83)
 PS0751
 PS0751|---------------------------------------------------------------------|
 PS0751| PID    Reference Object                     Distance      Geod. Az  |
 PS0751|                                                           dddmmss.s |
 PS0751| PS0633 ASHTON CONG CHURCH SPIRE            APPROX.12.2 KM 0091625.0 |
 PS0751| PS0604 ASHTON MUNICIPAL TANK               APPROX.12.2 KM 0103151.8 |
 PS0751| AE3146 REDFIELD RM 3                                      06151     |
 PS0751| PS0625 REDFIELD ST SCH AND HOME TANK        10.182 METERS 07034     |
 PS0751| AE3145 REDFIELD RM 1                        48.320 METERS 13524     |
 PS0751| PS0631 REDFIELD ST BERNARDS CATH CH        APPROX. 1.5 KM 1360059.5 |
 PS0751| PS0629 REDFIELD MUNICIPAL TANK             APPROX. 1.1 KM 1661115.1 |
 PS0751| CO6722 REDFIELD AZ MK                                     2324209.8 |
 PS0751| CO6723 REDFIELD RM 2                        53.584 METERS 27056     |
 PS0751| PS0639 ZELL CATHOLIC SCHOOL SPIRE          APPROX.16.0 KM 2731940.6 |
 PS0751| PS0656 ROCKHAM MUNICIPAL TANK              APPROX.23.5 KM 2745711.1 |
 PS0751|---------------------------------------------------------------------|
 PS0751
 PS0751                          SUPERSEDED SURVEY CONTROL
 PS0751
 PS0751  NAD 83(1986)-  44 53 13.59832(N)    098 31 38.25480(W) AD(       ) 1
 PS0751  NAD 27      -  44 53 13.69000(N)    098 31 36.91300(W) AD(       ) 1
 PS0751
 PS0751.Superseded values are not recommended for survey control.
 PS0751
 PS0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0751.See file dsdata.pdf to determine how the superseded data were derived.
 PS0751
 PS0751_MARKER: DS = TRIANGULATION STATION DISK
 PS0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0751_STAMPING: REDFIELD 1934
 PS0751_MARK LOGO: CGS
 PS0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0751+STABILITY: SURFACE MOTION
 PS0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0751+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 PS0751
 PS0751  HISTORY     - Date     Condition        Report By
 PS0751  HISTORY     - 1934     MONUMENTED       CGS
 PS0751  HISTORY     - 1953     GOOD             USGS
 PS0751  HISTORY     - 19950913 GOOD             NGS
 PS0751
 PS0751                          STATION DESCRIPTION
 PS0751
 PS0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0751'STATION IS LOCATED ON THE W SIDE OF THE STATE HOSPITAL GROUNDS,
 PS0751'IN THE NW PART OF REDFIELD.  MARK IS 31.89 FEET W OF THE W SIDE
 PS0751'OF FEED PIPE OF WATER TANK, AND 15 FEET E OF CENTER LINE OF
 PS0751'DIRT ROAD.
 PS0751'
 PS0751'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0751'BRONZE DISKS SET IN CONCRETE.
 PS0751'
 PS0751'REFERENCE MARK NO. 1 IS 8 FEET N AND 2 FEET W OF THE SW CORNER
 PS0751'OF BUILDING NO. 3 (BOYS WARD).
 PS0751'
 PS0751'REFERENCE MARK NO. 2 IS 2 FEET W OF N-S FENCE LINE ON W SIDE
 PS0751'OF STATE HOSPITAL GROUNDS.
 PS0751'
 PS0751'REFERENCE MARK NO. 3 IS IN THE S CORNER OF NE FOOTING OF STATE
 PS0751'HOSPITAL WATER TANK.
 PS0751'
 PS0751'AZIMUTH MARK IS REACHED FROM MAIN ENTRANCE S OF STATE HOSPITAL
 PS0751'GROUNDS BY GOING S 0.2 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 PS0751'212.  TURN RIGHT (W) ON U.S. HIGHWAY 212 AND GO 0.6 MILE TO
 PS0751'RAILROAD SIGN MARKED YARD LIMIT, TURN NE ACROSS TRACKS.  MARK IS
 PS0751'IN THE NE RAILROAD RIGHT-OF-WAY FENCE LINE, 30 FEET NE OF
 PS0751'CENTER LINE OF RAILROAD.
 PS0751'
 PS0751'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PS0751
 PS0751                          STATION RECOVERY (1953)
 PS0751
 PS0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 PS0751'THIS STATION WAS FOUND AS DESCRIBED.
 PS0751
 PS0751                          STATION RECOVERY (1995)
 PS0751
 PS0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0751'0.5 KM (0.30 MI) WESTERLY ALONG 6TH AVENUE FROM THE POST OFFICE IN
 PS0751'REDFIELD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG 3RD STREET WEST,
 PS0751'THENCE 0.3 KM (0.20 MI) WESTERLY ALONG 4TH AVENUE, THENCE 0.9 KM (0.55
 PS0751'MI) NORTHERLY ALONG 6TH STREET WEST, 118.4 M (388.5 FT) EAST OF THE
 PS0751'STREET CENTER, 48.3 M (158.5 FT) NORTHWEST OF REFERENCE MARK 1, 16.8 M
 PS0751'(55.1 FT) SOUTHWEST OF REFERENCE MARK 3, 9.7 M (31.8 FT) WEST OF THE
 PS0751'CENTER OF A WATER TANK, 4.8 M (15.7 FT) NORTHEAST OF AND LEVEL WITH
 PS0751'THE CENTER OF A GRAVELED ROAD, 4.3 M (14.1 FT) NORTHWEST OF THE
 PS0751'SOUTHWEST LEG OF THE WATER TANK, AND THE MONUMENT IS RECESSED 0.1 M
 PS0751'(0.3 FT) BELOW THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY
 PS0751'OWNED BY THE SOUTH DAKOTA DEVELOPMENT CENTER, BOX 410, REDFIELD, SD
 PS0751'57469-0410, TELEPHONE NUMBER (605) 472-2400.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0630 ***********************************************************************
 PS0630  DESIGNATION -  REDFIELD MAGNETIC
 PS0630  PID         -  PS0630
 PS0630  STATE/COUNTY-  SD/SPINK
 PS0630  COUNTRY     -  US
 PS0630  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0630
 PS0630                         *CURRENT SURVEY CONTROL
 PS0630  ______________________________________________________________________
 PS0630* NAD 83(1996) POSITION- 44 53 04.72076(N) 098 30 59.10187(W)   ADJUSTED
 PS0630* NAVD 88 ORTHO HEIGHT -   389.    (meters)     1276.    (feet) SCALED
 PS0630  ______________________________________________________________________
 PS0630  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 PS0630  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 PS0630  HORZ ORDER      -  SECOND
 PS0630
 PS0630.The horizontal coordinates were established by classical geodetic methods
 PS0630.and adjusted by the National Geodetic Survey in January 1998.
 PS0630
 PS0630.The orthometric height was scaled from a topographic map.
 PS0630
 PS0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0630.GEOID18 height accuracy estimate available here.
 PS0630
 PS0630.Click photographs - Photos may exist for this station.
 PS0630
 PS0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0630
 PS0630. The following values were computed from the NAD 83(1996) position.
 PS0630
 PS0630;                    North         East     Units Scale Factor Converg.
 PS0630;SPC SD N     -   117,897.785   717,197.087   MT  0.99994332   +1 02 60.0
 PS0630;SPC SD N     -   386,802.98  2,353,004.11   sFT  0.99994332   +1 02 60.0
 PS0630;UTM  14      - 4,970,249.746   538,190.125   MT  0.99961793   +0 20 28.5
 PS0630
 PS0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0630!SPC SD N     -   0.99994277  x   0.99994332  =   0.99988610
 PS0630!UTM  14      -   0.99994277  x   0.99961793  =   0.99956073
 PS0630
 PS0630:                Primary Azimuth Mark                     Grid Az
 PS0630:SPC SD N     -  REDFIELD MAGNETIC AZ MK                  030 21 12.6
 PS0630:UTM  14      -  REDFIELD MAGNETIC AZ MK                  031 03 44.1
 PS0630
 PS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3819070249(NAD 83)
 PS0630
 PS0630|---------------------------------------------------------------------|
 PS0630| PID    Reference Object                     Distance      Geod. Az  |
 PS0630|                                                           dddmmss.s |
 PS0630| CO6724 REDFIELD MAGNETIC AZ MK                            0312412.6 |
 PS0630| CO6725 REDFIELD MAGNETIC RM 1                             08015     |
 PS0630| PS0631 REDFIELD ST BERNARDS CATH CH        APPROX. 0.9 KM 1655916.0 |
 PS0630| PS0634 REDFIELD PLAINVIEW ACADEMY CUP      APPROX. 2.9 KM 1681148.5 |
 PS0630| CO6726 REDFIELD MAGNETIC RM 2                             18101     |
 PS0630| PS0629 REDFIELD MUNICIPAL TANK             APPROX. 1.0 KM 2145923.9 |
 PS0630| PS0628 REDFIELD NW PUB SERV CO STK         APPROX. 1.1 KM 2151852.4 |
 PS0630| PS0626 REDFIELD ST SCH AND HOME STACK      APPROX. 0.9 KM 2910513.4 |
 PS0630|---------------------------------------------------------------------|
 PS0630
 PS0630                          SUPERSEDED SURVEY CONTROL
 PS0630
 PS0630  NAD 83(1986)-  44 53 04.72103(N)    098 30 59.09859(W) AD(       ) 2
 PS0630  NAD 27      -  44 53 04.81100(N)    098 30 57.75400(W) AD(       ) 2
 PS0630
 PS0630.Superseded values are not recommended for survey control.
 PS0630
 PS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0630.See file dsdata.pdf to determine how the superseded data were derived.
 PS0630
 PS0630_MARKER: DM = MAGNETIC STATION DISK
 PS0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0630_MARK LOGO: CGS
 PS0630_PROJECTION: FLUSH
 PS0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0630+STABILITY: SURFACE MOTION
 PS0630
 PS0630  HISTORY     - Date     Condition        Report By
 PS0630  HISTORY     - 1935     MONUMENTED       CGS
 PS0630  HISTORY     - 1953     SEE DESCRIPTION  USGS
 PS0630  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PS0630  HISTORY     - 20110820 MARK NOT FOUND   GEOCAC
 PS0630
 PS0630                          STATION DESCRIPTION
 PS0630
 PS0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0630'THIS STATION IS LOCATED IN THE SW QUARTER OF SEC. 3, T 116 N, R 64
 PS0630'W, AT THE N EDGE OF THE CITY OF REDFIELD, ABOUT 1/2 MILE N
 PS0630'OF THE COURTHOUSE, 0.1 MILE W OF U.S. HIGHWAY 281, 0.555 MILE
 PS0630'AND 18 DEGREES S OF E FROM THE WATER TANK AT THE STATE SCHOOL AND
 PS0630'HOME AND U.S.C. AND G.S.  STATION REDFIELD, AT THE S EDGE OF THE
 PS0630'GREENLAWN CEMETERY AND ON LAND OWNED BY THE CEMETERY
 PS0630'ASSOCIATION.  THE MARK IS SET 17 FEET S OF THE S FENCE OF THE
 PS0630'CEMETERY, ABOUT 75 YARDS NE OF A SMALL DAM ACROSS TURTLE
 PS0630'CREEK, 45.3 FEET S OF THE SW CORNER OF THE CARLETON MONUMENT
 PS0630'ON THE BROW OF A HILL THAT SLOPES DOWN TO THE CREEK.  THE
 PS0630'MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE POST, ORIGINALLY
 PS0630'9 INCHES SQUARE BUT NOW REINFORCED BY CONCRETE MAKING IT
 PS0630'12 INCHES SQUARE.  THE MARK IS SET FLUSH WITH THE GROUND.
 PS0630'
 PS0630'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 PS0630'DISKS SET IN CONCRETE.
 PS0630'
 PS0630'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF THE S FENCE
 PS0630'OF THE CEMETERY AND PROJECTS 10 INCHES.  REFERENCE MARK NO. 2
 PS0630'IS S OF THE STATION, DOWN SLOPE OF HILL AND ON THE S EDGE OF
 PS0630'A LANE.  THE MARK PROJECTS 10 INCHES.
 PS0630'
 PS0630'THE AZIMUTH MARK IS NE OF THE STATION ON THE E EDGE OF A CULTIVATED
 PS0630'FIELD BELONGING TO THE STATE SCHOOL AND HOME.  IT IS 52 FEET W OF
 PS0630'THE CENTER LINE OF U.S. HIGHWAY 281, 1 FOOT W OF THE E FENCE OF
 PS0630'FIELD, APPROXIMATELY 600 FEET N OF THE SE CORNER OF THE FIELD
 PS0630'AND PROJECTS 8 INCHES.
 PS0630'
 PS0630'TO REACH THE STATION FROM THE E JUNCTION OF U.S. HIGHWAYS 281
 PS0630'AND 212 AT THE COURTHOUSE IN REDFIELD, GO N ON U.S. HIGHWAY
 PS0630'281 FOR 0.6 MILE.  IMMEDIATELY AFTER CROSSING SMALL CONCRETE
 PS0630'BRIDGE TURN LEFT ON GRAVEL DRIVE AND GO 0.05 MILE.  JUST BEFORE
 PS0630'ENTERING CEMETERY TURN LEFT ON DIRT ROAD AND GO W 0.05 MILE.
 PS0630'THE STATION IS THEN ON THE TOP OF THE KNOLL TO THE RIGHT ON TOP
 PS0630'OF THE HILL.
 PS0630'
 PS0630'A LIGHT 4 FEET ABOVE STATION BALD-1934 IS VISIBLE FROM THE GROUND.
 PS0630'
 PS0630'A LIGHT 74 FEET ABOVE STATION LOVOLD COMES INTO VIEW 35 FEET
 PS0630'ABOVE THE GROUND.
 PS0630
 PS0630                          STATION RECOVERY (1953)
 PS0630
 PS0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 PS0630'STATION WAS DESTROYED IN EXTENDING CEMETERY GROUNDS.
 PS0630
 PS0630                          STATION RECOVERY (1962)
 PS0630
 PS0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 PS0630'A REPORT WAS RECEIVED THAT THE AZIMUTH MARK FOR THIS STATION
 PS0630'WAS IN THE WAY OF HIGHWAY CONSTRUCTION.  UPON INVESTIGATION
 PS0630'IT WAS FOUND THAT THE AZIMUTH MARK WAS VISABLE FROM THE STATION
 PS0630'DUE TO A TREE BELT THAT HAD BEEN PLANTED ON LINE.  SINCE THIS
 PS0630'MARK WAS NOT VISABLE FROM THE STATION IT WAS DESTROYED.  A NEW
 PS0630'AZIMUTH MARK WAS NOT ESTABLISHED AS THE DESCRIPTION FOR THE
 PS0630'STATION WAS NOT AVAILABLE AND IT WAS NOT KNOWN WHETHER ANY
 PS0630'OTHER OBJECTS WERE CUT IN FROM THE STATION.
 PS0630
 PS0630                          STATION RECOVERY (2011)
 PS0630
 PS0630'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PS0630'STATION MAYBE THERE UNDER CEMETERY LANDSCAPING FILL. FOUND THE
 PS0630'FOLLOWING REFERENCE OBJECTS.
 PS0630'CO6725 REDFIELD MAGNETIC RM 1
 PS0630'CO6726 REDFIELD MAGNETIC RM 2
 PS0630'SW CORNER OF THE CARLETON MONUMENT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0629 ***********************************************************************
 PS0629  DESIGNATION -  REDFIELD MUNICIPAL TANK
 PS0629  PID         -  PS0629
 PS0629  STATE/COUNTY-  SD/SPINK
 PS0629  COUNTRY     -  US
 PS0629  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0629
 PS0629                         *CURRENT SURVEY CONTROL
 PS0629  ______________________________________________________________________
 PS0629* NAD 83(1996) POSITION- 44 52 37.59175(N) 098 31 25.80754(W)   ADJUSTED
 PS0629  ______________________________________________________________________
 PS0629  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0629  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 PS0629  HORZ ORDER      -  THIRD
 PS0629
 PS0629.The horizontal coordinates were established by classical geodetic methods
 PS0629.and adjusted by the National Geodetic Survey in January 1998.
 PS0629
 PS0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0629.GEOID18 height accuracy estimate available here.
 PS0629
 PS0629.Click photographs - Photos may exist for this station.
 PS0629
 PS0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0629
 PS0629. The following values were computed from the NAD 83(1996) position.
 PS0629
 PS0629;                    North         East     Units Scale Factor Converg.
 PS0629;SPC SD N     -   117,049.806   716,626.409   MT  0.99994371   +1 02 41.1
 PS0629;SPC SD N     -   384,020.91  2,351,131.81   sFT  0.99994371   +1 02 41.1
 PS0629;UTM  14      - 4,969,409.165   537,609.192   MT  0.99961739   +0 20 09.5
 PS0629
 PS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3760969409(NAD 83)
 PS0629
 PS0629                          SUPERSEDED SURVEY CONTROL
 PS0629
 PS0629  NAD 83(1986)-  44 52 37.59156(N)    098 31 25.80455(W) AD(       ) 3
 PS0629  NAD 27      -  44 52 37.68100(N)    098 31 24.46000(W) AD(       ) 3
 PS0629
 PS0629.Superseded values are not recommended for survey control.
 PS0629
 PS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0629.See file dsdata.pdf to determine how the superseded data were derived.
 PS0629
 PS0629_MARKER: 53 = ELEVATED TANK
 PS0629
 PS0629  HISTORY     - Date     Condition        Report By
 PS0629  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0629  HISTORY     - 1935     GOOD             CGS
 PS0629
 PS0629                          STATION DESCRIPTION
 PS0629
 PS0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0629'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, IN
 PS0629'THE W PART OF TOWN, 70 FEET W OF INTERSECTIONS OF U.S. HIGHWAY
 PS0629'212 AND SIXTH STREET.  BUILT IN 1925, APPROXIMATELY 125 FEET
 PS0629'HIGH.
 PS0629'
 PS0629'OBJECT OBSERVED FROM REDFIELD, ZELL, GROVE, LINN, AND BALD.
 PS0629
 PS0629                          STATION RECOVERY (1935)
 PS0629
 PS0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0629'THIS STATION IS THE CENTER OF THE REDFIELD MUNICIPAL WATER
 PS0629'TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL
 PS0629'TOP WITH A BALL AT THE TIP AND A LIGHT ABOVE THE BALL.  IT IS
 PS0629'SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.
 PS0629'THE ENTIRE STRUCTURE IS PAINTED SILVER.  THE TANK IS ABOUT
 PS0629'100 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED ABOUT 1925.
 PS0629'
 PS0629'THE TANK IS IN THE WESTERN PART OF REDFIELD, ABOUT 75 FEET
 PS0629'W OF U.S. HIGHWAY 212 WHICH IS THREE BLOCKS W OF THE MAIN STREET
 PS0629'OF TOWN, ABOUT 500 FEET S OF TURTLE CREEK, ABOUT 200 FEET NE
 PS0629'OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK, ABOUT ON THE
 PS0629'EXTENSION OF THE N EDGE OF SIXTH STREET AND ABOUT 100 FEET
 PS0629'NE OF THE STACK AT THE NORTHWESTERN PUBLIC SERVICE CO.
 PS0629'
 PS0629'THERE IS A SIMILAR TANK WITH STACK NEARBY AT THE STATE SCHOOL
 PS0629'AND HOME ABOUT 3/4 MILE N OF THIS STATION.
 PS0629'
 PS0629'THE STATION WAS OBSERVED FROM REDFIELD, ZELL, GROVE, LINN,
 PS0629'AND BALD-1934 AND FROM ASHTON, LOVOLD, REDFIELD MAGNETIC, BALD,
 PS0629'AND GROVE IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0628 ***********************************************************************
 PS0628  DESIGNATION -  REDFIELD NW PUB SERV CO STK
 PS0628  PID         -  PS0628
 PS0628  STATE/COUNTY-  SD/SPINK
 PS0628  COUNTRY     -  US
 PS0628  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0628
 PS0628                         *CURRENT SURVEY CONTROL
 PS0628  ______________________________________________________________________
 PS0628* NAD 83(1996) POSITION- 44 52 36.75732(N) 098 31 26.96206(W)   ADJUSTED
 PS0628  ______________________________________________________________________
 PS0628  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0628  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 PS0628  HORZ ORDER      -  THIRD
 PS0628
 PS0628.The horizontal coordinates were established by classical geodetic methods
 PS0628.and adjusted by the National Geodetic Survey in January 1998.
 PS0628
 PS0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0628.GEOID18 height accuracy estimate available here.
 PS0628
 PS0628.Click photographs - Photos may exist for this station.
 PS0628
 PS0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0628
 PS0628. The following values were computed from the NAD 83(1996) position.
 PS0628
 PS0628;                    North         East     Units Scale Factor Converg.
 PS0628;SPC SD N     -   117,023.591   716,601.544   MT  0.99994372   +1 02 40.2
 PS0628;SPC SD N     -   383,934.90  2,351,050.23   sFT  0.99994372   +1 02 40.2
 PS0628;UTM  14      - 4,969,383.268   537,584.012   MT  0.99961737   +0 20 08.7
 PS0628
 PS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3758469383(NAD 83)
 PS0628
 PS0628                          SUPERSEDED SURVEY CONTROL
 PS0628
 PS0628  NAD 83(1986)-  44 52 36.75726(N)    098 31 26.95900(W) AD(       ) 3
 PS0628  NAD 27      -  44 52 36.84700(N)    098 31 25.61400(W) AD(       ) 3
 PS0628
 PS0628.Superseded values are not recommended for survey control.
 PS0628
 PS0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0628.See file dsdata.pdf to determine how the superseded data were derived.
 PS0628
 PS0628_MARKER: 63 = STACK
 PS0628
 PS0628  HISTORY     - Date     Condition        Report By
 PS0628  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0628
 PS0628                          STATION DESCRIPTION
 PS0628
 PS0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0628'THIS STATION IS THE CENTER OF THE STACK AT THE POWER PLANT
 PS0628'OF THE NORTHWESTERN PUBLIC SERVICE CO.  IT IS A ROUND RED BRICK
 PS0628'STACK WITH CORBEL ABOUT 2 FEET BELOW THE TOP AND AN ENLARGED
 PS0628'BAND ABOUT 6 FEET LOWER.  THE STACK IS ABOUT 85 FEET HIGH AND
 PS0628'IS QUITE PROMINENT.  IT WAS ERECTED IN 1916.
 PS0628'
 PS0628'THE STACK IS IN THE WESTERN PART OF REDFIELD, ABOUT 125 FEET
 PS0628'W OF U.S. HIGHWAY 212 WHICH IS THREE BLOCKS W OF THE MAIN
 PS0628'STREET OF TOWN, ABOUT 500 FEET S OF TURTLE CREEK, ABOUT 150
 PS0628'FEET NE OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK, ABOUT
 PS0628'ON THE EXTENSION OF THE S EDGE OF SIXTH STREET, AND ABOUT 100
 PS0628'FEET SW OF THE REDFIELD MUNICIPAL WATER TANK.
 PS0628'
 PS0628'THERE IS A SIMILAR STACK WITH TANK NEARBY AT THE STATE SCHOOL
 PS0628'AND HOME ABOUT 3/4 MILE N OF THIS STATION.
 PS0628'
 PS0628'THE STATION WAS OBSERVED FROM ASHTON, LOVOLD, REDFIELD MAGNETIC,
 PS0628'BALD-1934 AND GROVE-1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0634 ***********************************************************************
 PS0634  DESIGNATION -  REDFIELD PLAINVIEW ACADEMY CUP
 PS0634  PID         -  PS0634
 PS0634  STATE/COUNTY-  SD/SPINK
 PS0634  COUNTRY     -  US
 PS0634  USGS QUAD   -  REDFIELD SOUTH (2017)
 PS0634
 PS0634                         *CURRENT SURVEY CONTROL
 PS0634  ______________________________________________________________________
 PS0634* NAD 83(1996) POSITION- 44 51 33.89875(N) 098 30 32.41772(W)   ADJUSTED
 PS0634  ______________________________________________________________________
 PS0634  GEOID HEIGHT    -        -24.294 (meters)                     GEOID18
 PS0634  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 PS0634  HORZ ORDER      -  THIRD
 PS0634
 PS0634.The horizontal coordinates were established by classical geodetic methods
 PS0634.and adjusted by the National Geodetic Survey in January 1998.
 PS0634
 PS0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0634.GEOID18 height accuracy estimate available here.
 PS0634
 PS0634.Click photographs - Photos may exist for this station.
 PS0634
 PS0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0634
 PS0634. The following values were computed from the NAD 83(1996) position.
 PS0634
 PS0634;                    North         East     Units Scale Factor Converg.
 PS0634;SPC SD N     -   115,105.568   717,834.189   MT  0.99994469   +1 03 18.8
 PS0634;SPC SD N     -   377,642.18  2,355,094.34   sFT  0.99994469   +1 03 18.8
 PS0634;UTM  14      - 4,967,450.773   538,792.441   MT  0.99961850   +0 20 46.8
 PS0634
 PS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3879267450(NAD 83)
 PS0634
 PS0634                          SUPERSEDED SURVEY CONTROL
 PS0634
 PS0634  NAD 83(1986)-  44 51 33.89824(N)    098 30 32.41430(W) AD(       ) 3
 PS0634  NAD 27      -  44 51 33.98600(N)    098 30 31.07000(W) AD(       ) 3
 PS0634
 PS0634.Superseded values are not recommended for survey control.
 PS0634
 PS0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0634.See file dsdata.pdf to determine how the superseded data were derived.
 PS0634
 PS0634_MARKER: 86 = CUPOLA
 PS0634
 PS0634  HISTORY     - Date     Condition        Report By
 PS0634  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0634
 PS0634                          STATION DESCRIPTION
 PS0634
 PS0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0634'THIS STATION IS THE BASE OF THE FINIAL ON THE CUPOLA OF
 PS0634'PLAINVIEW ACADEMY (PREPARATORY SCHOOL), IN REDFIELD.  THE
 PS0634'ACADEMY IS A RED BRICK BUILDING WITH A LONG RIDGE ROOF EXTENDING
 PS0634'N AND S.  THERE IS A SQUARE WHITE CUPOLA AT THE CENTER OF THE
 PS0634'RIDGE OF THE ROOF.  THE CUPOLA HAS TWO WINDOWS ON EACH SIDE
 PS0634'AND HAS A PYRAMIDAL TOP WITH THE FACES SLIGHTLY CURVED.  THE
 PS0634'CUPOLA HAS A BLACK TIP AND A FINIAL WITH A DIRECTION INDICATOR.
 PS0634'THE NUMERALS 35 ARE PAINTED ON THE E SIDE OF THE CUPOLA.
 PS0634'THE CUPOLA IS PAINTED WHITE.  IT IS ABOUT 65 FEET HIGH AND IS
 PS0634'QUITE PROMINENT.  THE BUILDING WAS ERECTED IN 1910.  THERE
 PS0634'IS A SQUARE BRICK STACK NEARLY AS HIGH AS THE CUPOLA AND
 PS0634'ABOUT 15 FEET NW OF IT.
 PS0634'
 PS0634'THE ACADEMY IS ABOUT 1-1/2 MILES SSW OF THE CENTER OF REDFIELD,
 PS0634'ABOUT 1/4 MILE SW OF TWO PARALLEL RAILROAD TRACKS, ABOUT 1-1/4
 PS0634'MILES S OF U.S. HIGHWAY 212, AND ABOUT 3/4 MILE E OF U.S.
 PS0634'HIGHWAY 281.
 PS0634'
 PS0634'THE STATION WAS OBSERVED FROM ASHTON, LOVOLD, BALD-1934, AND
 PS0634'REDFIELD MAGNETIC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0226 ***********************************************************************
 PS0226  DESIGNATION -  REDFIELD RESET
 PS0226  PID         -  PS0226
 PS0226  STATE/COUNTY-  SD/SPINK
 PS0226  COUNTRY     -  US
 PS0226  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0226
 PS0226                         *CURRENT SURVEY CONTROL
 PS0226  ______________________________________________________________________
 PS0226* NAD 83(1986) POSITION- 44 52 37.     (N) 098 31 01.     (W)   SCALED
 PS0226* NAVD 88 ORTHO HEIGHT -   398.37  (meters)     1307.0   (feet) RESET
 PS0226  ______________________________________________________________________
 PS0226  GEOID HEIGHT    -        -24.291 (meters)                     GEOID18
 PS0226  VERT ORDER      -  THIRD
 PS0226
 PS0226.The horizontal coordinates were scaled from a map and have
 PS0226.an estimated accuracy of +/- 6 seconds.
 PS0226
 PS0226.The orthometric height was computed from unverified reset data.
 PS0226
 PS0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0226.GEOID18 height accuracy estimate available here.
 PS0226
 PS0226.Click photographs - Photos may exist for this station.
 PS0226
 PS0226;                    North         East    Units  Estimated Accuracy
 PS0226;SPC SD N     -   117,040.      717,170.      MT  (+/- 180 meters Scaled)
 PS0226
 PS0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ381693(NAD 83)
 PS0226
 PS0226                          SUPERSEDED SURVEY CONTROL
 PS0226
 PS0226.No superseded survey control is available for this station.
 PS0226
 PS0226_MARKER: DB = BENCH MARK DISK
 PS0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0226_SP_SET: BUILDING WALL
 PS0226_STAMPING: REDFIELD RESET 1954
 PS0226_MARK LOGO: CGS
 PS0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0226
 PS0226  HISTORY     - Date     Condition        Report By
 PS0226  HISTORY     - 1954     MONUMENTED       CGS
 PS0226
 PS0226                          STATION DESCRIPTION
 PS0226
 PS0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PS0226'AT REDFIELD.
 PS0226'AT REDFIELD, SPINK COUNTY, IN THE EAST FOUNDATION WALL OF THE
 PS0226'POST OFFICE, 13 FEET SOUTH OF THE NORTHEAST CORNER OF THE POST
 PS0226'OFFICE, AND 2.7 FEET ABOVE GROUND LEVEL SET HORIZONTALLY IN THE
 PS0226'TOP OF LIMESTONE FOUNDATION WALL.  A STANDARD DISK, STAMPED
 PS0226'REDFIELD RESET 1954.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE3145 ***********************************************************************
 AE3145  DESIGNATION -  REDFIELD RM 1
 AE3145  PID         -  AE3145
 AE3145  STATE/COUNTY-  SD/SPINK
 AE3145  COUNTRY     -  US
 AE3145  USGS QUAD   -  REDFIELD NORTH (2017)
 AE3145
 AE3145                         *CURRENT SURVEY CONTROL
 AE3145  ______________________________________________________________________
 AE3145* NAD 83(1986) POSITION- 44 53 12.48   (N) 098 31 36.71   (W)   HD_HELD1
 AE3145* NAVD 88 ORTHO HEIGHT -   399.018 (meters)     1309.11  (feet) ADJUSTED
 AE3145  ______________________________________________________________________
 AE3145  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 AE3145  DYNAMIC HEIGHT  -        398.974 (meters)     1308.97  (feet) COMP
 AE3145  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 AE3145
 AE3145  VERT ORDER      -  FIRST     CLASS II
 AE3145
 AE3145.The horizontal coordinates were determined by differentially corrected
 AE3145.hand held GPS observations or other comparable positioning techniques
 AE3145.and have an estimated accuracy of +/- 3 meters.
 AE3145
 AE3145.The orthometric height was determined by differential leveling and
 AE3145.adjusted by the NATIONAL GEODETIC SURVEY
 AE3145.in July 1998.
 AE3145
 AE3145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3145.GEOID18 height accuracy estimate available here.
 AE3145
 AE3145.Click photographs - Photos may exist for this station.
 AE3145
 AE3145.The dynamic height is computed by dividing the NAVD 88
 AE3145.geopotential number by the normal gravity value computed on the
 AE3145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3145.degrees latitude (g = 980.6199 gals.).
 AE3145
 AE3145.The modeled gravity was interpolated from observed gravity values.
 AE3145
 AE3145;                    North         East    Units  Estimated Accuracy
 AE3145;SPC SD N     -   118,122.2     716,367.6     MT  (+/- 3 meters HH1 GPS) 
 AE3145
 AE3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3736370484(NAD 83)
 AE3145
 AE3145                          SUPERSEDED SURVEY CONTROL
 AE3145
 AE3145.No superseded survey control is available for this station.
 AE3145
 AE3145_MARKER: DR = REFERENCE MARK DISK
 AE3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3145_STAMPING: REDFIELD NO 1 1934
 AE3145_MARK LOGO: CGS
 AE3145_PROJECTION: RECESSED 10 CENTIMETERS
 AE3145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3145+STABILITY: SURFACE MOTION
 AE3145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3145+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 AE3145
 AE3145  HISTORY     - Date     Condition        Report By
 AE3145  HISTORY     - 1934     MONUMENTED       CGS
 AE3145  HISTORY     - 19950913 GOOD             NGS
 AE3145
 AE3145                          STATION DESCRIPTION
 AE3145
 AE3145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE3145'0.5 KM (0.30 MI) WESTERLY ALONG 6TH AVENUE FROM THE POST OFFICE IN
 AE3145'REDFIELD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG 3RD STREET WEST,
 AE3145'THENCE 0.3 KM (0.20 MI) WESTERLY ALONG 4TH STREET, THENCE 0.9 KM (0.55
 AE3145'MI) NORTHERLY ALONG 6TH STREET, 150.0 M (492.1 FT) EAST OF THE STREET
 AE3145'CENTER, 48.3 M (158.5 FT) SOUTHEAST OF TRIANGULATION STATION REDFIELD,
 AE3145'9.4 M (30.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 2.4 M (7.9 FT)
 AE3145'NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING NUMBER 3, 0.6 M (2.0 FT)
 AE3145'WEST OF THE WEST WALL OF THE BUILDING, AND THE MONUMENT IS RECESSED
 AE3145'0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MARK IS ON PROPERTY
 AE3145'OWNED BY THE SOUTH DAKOTA DEVELOPMENT CENTER, BOX 410, REDFIELD, SD
 AE3145'57469-0410, TELEPHONE NUMBER (605) 472-2400.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE3146 ***********************************************************************
 AE3146  DESIGNATION -  REDFIELD RM 3
 AE3146  PID         -  AE3146
 AE3146  STATE/COUNTY-  SD/SPINK
 AE3146  COUNTRY     -  US
 AE3146  USGS QUAD   -  REDFIELD NORTH (2017)
 AE3146
 AE3146                         *CURRENT SURVEY CONTROL
 AE3146  ______________________________________________________________________
 AE3146* NAD 83(1986) POSITION- 44 53 15.     (N) 098 31 39.     (W)   SCALED
 AE3146* NAVD 88 ORTHO HEIGHT -   398.459 (meters)     1307.28  (feet) ADJUSTED
 AE3146  ______________________________________________________________________
 AE3146  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 AE3146  DYNAMIC HEIGHT  -        398.415 (meters)     1307.13  (feet) COMP
 AE3146  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 AE3146
 AE3146  VERT ORDER      -  FIRST     CLASS II
 AE3146
 AE3146.The horizontal coordinates were scaled from a map and have
 AE3146.an estimated accuracy of +/- 6 seconds.
 AE3146
 AE3146.The orthometric height was determined by differential leveling and
 AE3146.adjusted by the NATIONAL GEODETIC SURVEY
 AE3146.in July 1998.
 AE3146
 AE3146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3146.GEOID18 height accuracy estimate available here.
 AE3146
 AE3146.Click photographs - Photos may exist for this station.
 AE3146
 AE3146.The dynamic height is computed by dividing the NAVD 88
 AE3146.geopotential number by the normal gravity value computed on the
 AE3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3146.degrees latitude (g = 980.6199 gals.).
 AE3146
 AE3146.The modeled gravity was interpolated from observed gravity values.
 AE3146
 AE3146;                    North         East    Units  Estimated Accuracy
 AE3146;SPC SD N     -   118,200.      716,320.      MT  (+/- 180 meters Scaled)
 AE3146
 AE3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ373705(NAD 83)
 AE3146
 AE3146                          SUPERSEDED SURVEY CONTROL
 AE3146
 AE3146.No superseded survey control is available for this station.
 AE3146
 AE3146_MARKER: DR = REFERENCE MARK DISK
 AE3146_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE3146+WITH SETTING: PAVEMENT
 AE3146_SP_SET: FOOTING
 AE3146_STAMPING: REDFIELD NO 3 1934
 AE3146_MARK LOGO: CGS
 AE3146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3146+STABILITY: SURFACE MOTION
 AE3146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3146+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 AE3146
 AE3146  HISTORY     - Date     Condition        Report By
 AE3146  HISTORY     - 1934     MONUMENTED       CGS
 AE3146  HISTORY     - 19950913 GOOD             NGS
 AE3146
 AE3146                          STATION DESCRIPTION
 AE3146
 AE3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE3146'0.5 KM (0.30 MI) WESTERLY ALONG 6TH AVENUE FROM THE POST OFFICE IN
 AE3146'REDFIELD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG 3RD STREET WEST,
 AE3146'THENCE 0.3 KM (0.20 MI) WESTERLY ALONG 4TH STREET, THENCE 0.9 KM (0.55
 AE3146'MI) NORTHERLY ALONG 6TH STREET, NEAR THE SOUTH CORNER OF THE CONCRETE
 AE3146'FOOTING FOR THE NORTHEAST LEG OF A WATER TANK, 16.8 M (55.1 FT)
 AE3146'NORTHEAST OF TRIANGULATION STATION REDFIELD, AND 6.7 M (22.0 FT)
 AE3146'NORTHEAST OF THE STANDPIPE.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 AE3146'THE SOUTH DAKOTA DEVELOPMENT CENTER, BOX 410, REDFIELD, SD 57469-0410,
 AE3146'TELEPHONE NUMBER (605) 472-2400.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0631 ***********************************************************************
 PS0631  DESIGNATION -  REDFIELD ST BERNARDS CATH CH
 PS0631  PID         -  PS0631
 PS0631  STATE/COUNTY-  SD/SPINK
 PS0631  COUNTRY     -  US
 PS0631  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0631
 PS0631                         *CURRENT SURVEY CONTROL
 PS0631  ______________________________________________________________________
 PS0631* NAD 83(1996) POSITION- 44 52 37.78433(N) 098 30 49.64771(W)   ADJUSTED
 PS0631  ______________________________________________________________________
 PS0631  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 PS0631  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 PS0631  HORZ ORDER      -  THIRD
 PS0631
 PS0631.The horizontal coordinates were established by classical geodetic methods
 PS0631.and adjusted by the National Geodetic Survey in January 1998.
 PS0631
 PS0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0631.GEOID18 height accuracy estimate available here.
 PS0631
 PS0631.Click photographs - Photos may exist for this station.
 PS0631
 PS0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0631
 PS0631. The following values were computed from the NAD 83(1996) position.
 PS0631
 PS0631;                    North         East     Units Scale Factor Converg.
 PS0631;SPC SD N     -   117,070.269   717,419.783   MT  0.99994370   +1 03 06.6
 PS0631;SPC SD N     -   384,088.04  2,353,734.74   sFT  0.99994370   +1 03 06.6
 PS0631;UTM  14      - 4,969,419.808   538,402.499   MT  0.99961813   +0 20 35.0
 PS0631
 PS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3840269419(NAD 83)
 PS0631
 PS0631                          SUPERSEDED SURVEY CONTROL
 PS0631
 PS0631  NAD 83(1986)-  44 52 37.78377(N)    098 30 49.64426(W) AD(       ) 3
 PS0631  NAD 27      -  44 52 37.86500(N)    098 30 48.29800(W) AD(       ) 3
 PS0631
 PS0631.Superseded values are not recommended for survey control.
 PS0631
 PS0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0631.See file dsdata.pdf to determine how the superseded data were derived.
 PS0631
 PS0631_MARKER: 91 = CHURCH CROSS
 PS0631
 PS0631  HISTORY     - Date     Condition        Report By
 PS0631  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0631  HISTORY     - 1935     GOOD             CGS
 PS0631
 PS0631                          STATION DESCRIPTION
 PS0631
 PS0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0631'POINT OBSERVED UPON WAS TIP OF CROSS ON ST. BERNARDS CATHOLIC
 PS0631'CHURCH ON NW CORNER OF THIRD STREET, SE, AND SIXTH AVENUE.
 PS0631'BUILT IN 1909.  APPROXIMATELY 50 FEET HIGH.
 PS0631'
 PS0631'OBJECT WAS OBSERVED FROM REDFIELD, GROVE, AND BALD.
 PS0631
 PS0631                          STATION RECOVERY (1935)
 PS0631
 PS0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0631'THIS STATION IS THE BASE OF THE CROSS ON THE DOME OF THE
 PS0631'ST. BERNARDS CATHOLIC CHURCH IN REDFIELD.  THE CHURCH IS A
 PS0631'RED BRICK BUILDING TRIMMED IN WHITE STONE.  THE BUILDING HAS
 PS0631'A SQUARE RED BRICK TOWER AT THE SE CORNER OVER ONE ENTRANCE.
 PS0631'THE TOWER HAS A BUTTRESS CORNERS ON THE LOWER HALF AND HAS
 PS0631'THREE WINDOWS ON EACH SIDE JUST ABOVE THE MAIN PART OF THE
 PS0631'BUILDING.  THE UPPER PART OF THE TOWER IS AN OCTAGONAL BELFRY
 PS0631'WITH AN OCTAGONAL RIBBED DOME OF GREEN SHEET METAL.  THE
 PS0631'BELFRY HAS A LARGE ARCHED TOP OPENING ON EACH SIDE.  THERE IS
 PS0631'A LARGE GREEN CROSS WITH LARGE SQUARE BASE AT THE
 PS0631'CENTER OF THE DOME.  THERE IS A CROSS ON A SIMILAR BUT
 PS0631'SMALLER DOME AT THE SW CORNER OF THE BUILDING.  THE TOWER AND
 PS0631'CROSS IS ABOUT 75 FEET HIGH AND IS QUITE PROMINENT.  THE
 PS0631'BUILDING WAS ERECTED IN 1909.
 PS0631'
 PS0631'THE CHURCH IS IN THE NORTHEASTERN PART OF REDFIELD, AT THE
 PS0631'NW CORNER OF SIXTH STREET AND THIRD AVENUE E, ONE BLOCK N OF
 PS0631'U.S. HIGHWAY 212 AND ONE BLOCK W OF THE CHICAGO, MILWAUKEE,
 PS0631'ST. PAUL AND PACIFIC RAILROAD TRACK.  THIRD AVENUE IS U.S.
 PS0631'HIGHWAY 281 AND IS 3 BLOCKS E OF THE MAIN STREET OF TOWN.
 PS0631'
 PS0631'THE STATION WAS OBSERVED FROM REDFIELD, GROVE, AND BALD IN
 PS0631'1934 AND FROM ASHTON, LOVOLD, AND REDFIELD MAGNETIC IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0625 ***********************************************************************
 PS0625  DESIGNATION -  REDFIELD ST SCH AND HOME TANK
 PS0625  PID         -  PS0625
 PS0625  STATE/COUNTY-  SD/SPINK
 PS0625  COUNTRY     -  US
 PS0625  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0625
 PS0625                         *CURRENT SURVEY CONTROL
 PS0625  ______________________________________________________________________
 PS0625* NAD 83(1996) POSITION- 44 53 13.70837(N) 098 31 37.82031(W)   ADJUSTED
 PS0625  ______________________________________________________________________
 PS0625  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0625  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 PS0625  HORZ ORDER      -  THIRD
 PS0625
 PS0625.The horizontal coordinates were established by classical geodetic methods
 PS0625.and adjusted by the National Geodetic Survey in January 1998.
 PS0625
 PS0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0625.GEOID18 height accuracy estimate available here.
 PS0625
 PS0625.Click photographs - Photos may exist for this station.
 PS0625
 PS0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0625
 PS0625. The following values were computed from the NAD 83(1996) position.
 PS0625
 PS0625;                    North         East     Units Scale Factor Converg.
 PS0625;SPC SD N     -   118,159.651   716,342.523   MT  0.99994319   +1 02 32.6
 PS0625;SPC SD N     -   387,662.12  2,350,200.43   sFT  0.99994319   +1 02 32.6
 PS0625;UTM  14      - 4,970,522.073   537,339.143   MT  0.99961714   +0 20 01.3
 PS0625
 PS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3733970522(NAD 83)
 PS0625
 PS0625                          SUPERSEDED SURVEY CONTROL
 PS0625
 PS0625  NAD 83(1986)-  44 53 13.70915(N)    098 31 37.81785(W) AD(       ) 3
 PS0625  NAD 27      -  44 53 13.80000(N)    098 31 36.47300(W) AD(       ) 3
 PS0625
 PS0625.Superseded values are not recommended for survey control.
 PS0625
 PS0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0625.See file dsdata.pdf to determine how the superseded data were derived.
 PS0625
 PS0625_MARKER: 53 = ELEVATED TANK
 PS0625
 PS0625  HISTORY     - Date     Condition        Report By
 PS0625  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0625  HISTORY     - 1935     GOOD             CGS
 PS0625
 PS0625                          STATION DESCRIPTION
 PS0625
 PS0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0625'POINT OBSERVED UPON WAS FINIAL OF STATE HOSPITAL WATER TANK,
 PS0625'APPROXIMATELY 125 FEET HIGH.  BUILT APPROXIMATELY 1915.
 PS0625'
 PS0625'OBJECT WAS OBSERVED FROM REDFIELD, ZELL, GROVE, LINN, AND BALD.
 PS0625
 PS0625                          STATION RECOVERY (1935)
 PS0625
 PS0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0625'THIS STATION IS THE CENTER OF THE WATER TANK AT THE SOUTH
 PS0625'DAKOTA STATE SCHOOL AND HOME FOR FEEBLE MINDED.  IT IS A TALL
 PS0625'STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP WITH A BALL AT
 PS0625'THE TIP.  IT IS SUPPORTED BY FOUR LEGS AND HAS A PLATFORM
 PS0625'AT THE TOP OF THE LEGS.  IT HAS A 3-FOOT DIAMETER CYLINDRICAL
 PS0625'STEEL FEED PIPE HOUSING.  THE ENTIRE STRUCTURE IS PAINTED
 PS0625'SILVER.  IT IS ABOUT 115 FEET HIGH AND IS VERY PROMINENT.  IT WAS
 PS0625'ERECTED IN 1914.
 PS0625'
 PS0625'THE TANK IS ABOUT 3/4 MILE N OF THE CENTER OF REDFIELD, ON
 PS0625'THE W SIDE OF THE GROUP OF SCHOOL BUILDINGS, ABOUT 75 FEET W
 PS0625'OF THE BOYS WARD, ABOUT 125 FEET SSW OF THE STACK AT THE POWER
 PS0625'PLANT, AND ABOUT 300 FEET WSW OF THE SPIRE ON THE EMPLOYEES
 PS0625'DORMITORY.  STATION REDFIELD-1934 IS 33 FEET WSW OF THE CENTER
 PS0625'OF THE TANK.
 PS0625'
 PS0625'THERE IS A SIMILAR TANK (REDFIELD MUNICIPAL) WITH STACK NEARBY
 PS0625'ABOUT 3/4 MILE S OF THIS STATION.
 PS0625'
 PS0625'THE STATION WAS CONNECTED BY TRAVERSE TO STATION REDFIELD,
 PS0625'1934, AND WAS OBSERVED FROM REDFIELD, ZELL, GROVE, LINN, AND
 PS0625'BALD IN 1934 AND FROM ASHTON, LOVOLD, BALD, GROVE, AND REDFIELD
 PS0625'MAGNETIC IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0627 ***********************************************************************
 PS0627  DESIGNATION -  REDFIELD ST SCH AND HOME SPIRE
 PS0627  PID         -  PS0627
 PS0627  STATE/COUNTY-  SD/SPINK
 PS0627  COUNTRY     -  US
 PS0627  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0627
 PS0627                         *CURRENT SURVEY CONTROL
 PS0627  ______________________________________________________________________
 PS0627* NAD 83(1996) POSITION- 44 53 14.16695(N) 098 31 32.98028(W)   ADJUSTED
 PS0627  ______________________________________________________________________
 PS0627  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0627  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 PS0627  HORZ ORDER      -  THIRD
 PS0627
 PS0627.The horizontal coordinates were established by classical geodetic methods
 PS0627.and adjusted by the National Geodetic Survey in January 1998.
 PS0627
 PS0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0627.GEOID18 height accuracy estimate available here.
 PS0627
 PS0627.Click photographs - Photos may exist for this station.
 PS0627
 PS0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0627
 PS0627. The following values were computed from the NAD 83(1996) position.
 PS0627
 PS0627;                    North         East     Units Scale Factor Converg.
 PS0627;SPC SD N     -   118,175.737   716,448.455   MT  0.99994319   +1 02 36.0
 PS0627;SPC SD N     -   387,714.90  2,350,547.97   sFT  0.99994319   +1 02 36.0
 PS0627;UTM  14      - 4,970,536.843   537,445.231   MT  0.99961724   +0 20 04.7
 PS0627
 PS0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3744570536(NAD 83)
 PS0627
 PS0627                          SUPERSEDED SURVEY CONTROL
 PS0627
 PS0627  NAD 83(1986)-  44 53 14.16693(N)    098 31 32.97710(W) AD(       ) 3
 PS0627  NAD 27      -  44 53 14.26000(N)    098 31 31.63000(W) AD(       ) 3
 PS0627
 PS0627.Superseded values are not recommended for survey control.
 PS0627
 PS0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0627.See file dsdata.pdf to determine how the superseded data were derived.
 PS0627
 PS0627_MARKER: 82 = FINIAL
 PS0627
 PS0627  HISTORY     - Date     Condition        Report By
 PS0627  HISTORY     - 1935     FIRST OBSERVED   CGS
 PS0627
 PS0627                          STATION DESCRIPTION
 PS0627
 PS0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0627'THIS STATION IS THE BASE OF THE FINIAL ON THE SPIRE OF THE
 PS0627'EMPLOYEES DORMITORY OF THE SOUTH DAKOTA STATE SCHOOL AND HOME
 PS0627'FOR FEEBLE MINDED.  THE DORMITORY IS A RED GRANITE BUILDING
 PS0627'WITH GREEN SLATE ROOF.  IT HAS A SQUARE GRANITE TOWER AT THE
 PS0627'S CENTER OVER THE ENTRANCE.  THERE ARE TWO ARCHED TOP WINDOWS
 PS0627'ON EACH SIDE OF THE TOWER.  THE TOWER IS SURMOUNTED BY A SQUARE
 PS0627'PYRAMIDAL SPIRE WITH LARGE FINIAL AT THE TIP.  THE BASE OF THE
 PS0627'SPIRE IS FLARED OUTWARD FORMING EAVES ABOVE THE TOWER.  THE
 PS0627'SPIRE IS ABOUT 85 FEET HIGH AND IS QUITE PROMINENT.
 PS0627'
 PS0627'THE DORMITORY IS ABOUT 3/4 MILE N OF THE CENTER OF REDFIELD,
 PS0627'AND IS CENTRALLY LOCATED IN THE MAIN GROUP OF SCHOOL BUILDINGS,
 PS0627'ABOUT 250 FEET ENE OF THE SCHOOL WATER TANK AND ABOUT 200
 PS0627'FEET E OF THE STACK AT THE POWER PLANT.
 PS0627'
 PS0627'THE STATION WAS OBSERVED FROM LOVOLD AND BALD-1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0520 ***********************************************************************
 QT0520  DESIGNATION -  REDIG
 QT0520  PID         -  QT0520
 QT0520  STATE/COUNTY-  SD/HARDING
 QT0520  COUNTRY     -  US
 QT0520  USGS QUAD   -  REDIG (2017)
 QT0520
 QT0520                         *CURRENT SURVEY CONTROL
 QT0520  ______________________________________________________________________
 QT0520* NAD 83(1996) POSITION- 45 19 07.77941(N) 103 33 21.40976(W)   ADJUSTED
 QT0520* NAVD 88 ORTHO HEIGHT -   991.827 (meters)     3254.02  (feet) ADJUSTED
 QT0520  ______________________________________________________________________
 QT0520  GEOID HEIGHT    -        -16.162 (meters)                     GEOID18
 QT0520  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 QT0520  DYNAMIC HEIGHT  -        991.627 (meters)     3253.36  (feet) COMP
 QT0520  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 QT0520
 QT0520  HORZ ORDER      -  THIRD
 QT0520  VERT ORDER      -  FIRST     CLASS II
 QT0520
 QT0520.The horizontal coordinates were established by classical geodetic methods
 QT0520.and adjusted by the National Geodetic Survey in January 1998.
 QT0520
 QT0520.The orthometric height was determined by differential leveling and
 QT0520.adjusted by the NATIONAL GEODETIC SURVEY
 QT0520.in April 2000.
 QT0520
 QT0520.No vertical observational check was made to the station.
 QT0520
 QT0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0520.GEOID18 height accuracy estimate available here.
 QT0520
 QT0520.Click photographs - Photos may exist for this station.
 QT0520
 QT0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0520
 QT0520.The dynamic height is computed by dividing the NAVD 88
 QT0520.geopotential number by the normal gravity value computed on the
 QT0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0520.degrees latitude (g = 980.6199 gals.).
 QT0520
 QT0520.The modeled gravity was interpolated from observed gravity values.
 QT0520
 QT0520. The following values were computed from the NAD 83(1996) position.
 QT0520
 QT0520;                    North         East     Units Scale Factor Converg.
 QT0520;SPC SD N     -   171,195.588   321,287.699   MT  0.99995000   -2 31 00.0
 QT0520;SPC SD N     -   561,664.19  1,054,091.39   sFT  0.99995000   -2 31 00.0
 QT0520;UTM  13      - 5,019,383.328   613,180.369   MT  0.99975750   +1 01 36.7
 QT0520
 QT0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0520!SPC SD N     -   0.99984706  x   0.99995000  =   0.99979707
 QT0520!UTM  13      -   0.99984706  x   0.99975750  =   0.99960459
 QT0520
 QT0520:                Primary Azimuth Mark                     Grid Az
 QT0520:SPC SD N     -  G 26 RESET                               034 36 44.6
 QT0520:UTM  13      -  G 26 RESET                               031 04 07.9
 QT0520
 QT0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1318019383(NAD 83)
 QT0520
 QT0520|---------------------------------------------------------------------|
 QT0520| PID    Reference Object                     Distance      Geod. Az  |
 QT0520|                                                           dddmmss.s |
 QT0520| QT0302 G 26 RESET                                         0320544.6 |
 QT0520| CQ9305 REDIG AZ MK                                        0570656.5 |
 QT0520| AH7192 REDIG RM 2                            9.860 METERS 07916     |
 QT0520| AH7193 REDIG RM 1                            9.293 METERS 35439     |
 QT0520|---------------------------------------------------------------------|
 QT0520
 QT0520                          SUPERSEDED SURVEY CONTROL
 QT0520
 QT0520  NAD 83(1993)-  45 19 07.77253(N)    103 33 21.40549(W) AD(       ) 3
 QT0520  NAD 83(1986)-  45 19 07.76876(N)    103 33 21.40410(W) AD(       ) 3
 QT0520  NAD 27      -  45 19 07.79900(N)    103 33 19.72100(W) AD(       ) 3
 QT0520
 QT0520.Superseded values are not recommended for survey control.
 QT0520
 QT0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0520.See file dsdata.pdf to determine how the superseded data were derived.
 QT0520
 QT0520_MARKER: DS = TRIANGULATION STATION DISK
 QT0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0520_STAMPING: REDIG 1952
 QT0520_MARK LOGO: CGS
 QT0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0520+STABILITY: SURFACE MOTION
 QT0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0520+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0520
 QT0520  HISTORY     - Date     Condition        Report By
 QT0520  HISTORY     - 1952     MONUMENTED       CGS
 QT0520  HISTORY     - 1972     GOOD             NGS
 QT0520  HISTORY     - 1973     GOOD             USGS
 QT0520  HISTORY     - 19980928 GOOD             NGS
 QT0520
 QT0520                          STATION DESCRIPTION
 QT0520
 QT0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0520'THE STATION IS IN SECTION 30, T 16 N, R 5 E, ABOUT 18-1/4
 QT0520'MILES SOUTH AND 1/2 MILES WEST OF BUFFALO, 3-1/4 MILES NORTH
 QT0520'AND 1/4 MILE WEST OF REDIG, 1/4 MILE WEST OF U.S. HIGHWAY
 QT0520'85 AND 9 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 QT0520'
 QT0520'TO REACH THE STATION FROM THE POST OFFICE IN REDIG, GO NORTH
 QT0520'OF U.S. HIGHWAY 85 FOR 3.55 MILES TO A TRACK ROAD ON THE
 QT0520'LEFT AND THE AZIMUTH MARK AS DESCRIBED BELOW, TURN LEFT (WEST)
 QT0520'GO THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE LAND FOR 0.4
 QT0520'MILE TO THE SUMMIT OF A LOW HILL AND THE STATION.
 QT0520'
 QT0520'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0520'REDIG 1952.
 QT0520'
 QT0520'REFERENCE MARK 1 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0520'REDIG NO 1 1952.
 QT0520'
 QT0520'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0520'REDIG NO 2 1952.
 QT0520'
 QT0520'THE AZIMUTH MARK IS 83 FEET NORTH OF THE CENTER OF THE TRACK
 QT0520'ROAD, 76 FEET WEST OF THE CENTER OF THE HIGHWAY, 24 FEET WEST
 QT0520'OF A WIRE FENCE AND 7 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN
 QT0520'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QT0520'STAMPED REDIG 1952.
 QT0520'
 QT0520'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0520
 QT0520                          STATION RECOVERY (1972)
 QT0520
 QT0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QT0520'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 QT0520'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 QT0520'IMPROVEMENTS THE AZIMUTH MARK WAS TO BE DESTROYED.  BENCH
 QT0520'MARK G 26 RESET 1972 WAS OBSERVED FOR AN AZIMUTH MARK, AND
 QT0520'THE DISK WAS REMOVED FROM THE ORIGINAL AZIMUTH MARK AT THIS
 QT0520'TIME.
 QT0520'
 QT0520'A NEW DESCRIPTION FOLLOWS--
 QT0520'
 QT0520'THE STATION IS LOCATED IN SEC. 30, T 36 N, R 5 E.  ABOUT 18
 QT0520'MILES SOUTH OF BUFFALO, 8.0 MILES NORTH OF THE BUTTE-HARDING
 QT0520'COUNTY LINE, 3-1/4 MILES NORTH OF REDIG, 0.3 MILE WEST OF U.S.
 QT0520'HIGHWAY 85, ON A LOW NORTHWEST-SOUTHEAST HILL IN PASTURE
 QT0520'LAND OWNED BY MR. CATHER CLANTON, BUFFALO, SOUTH DAKOTA,
 QT0520'TELEPHONE NO. 605-375-2778.
 QT0520'
 QT0520'THE STATION MARK IS A STANDARD DISK STAMPED REDIG 1952, SET
 QT0520'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS
 QT0520'ON THE HIGHEST PART OF THE HILL.
 QT0520'
 QT0520'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED REDIG NO 1
 QT0520'1952, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 QT0520'IT IS NORTH-NORTHWEST OF THE STATION AT ABOUT THE SAME ELEVATION.
 QT0520'
 QT0520'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED REDIG NO 2 1952,
 QT0520'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 QT0520'IS ON THE NORTHEAST SLOPE OF THE HILL ABOUT 3-FEET LOWER
 QT0520'THEN THE STATION.
 QT0520'
 QT0520'BENCH MARK G 26 RESET 1972 IS A STANDARD BENCH MARK DISK
 QT0520'STAMPED G 26 RESET 1972, SET IN A ROUND CONCRETE MONUMENT
 QT0520'WHICH PROJECTS 8-INCHES.  IT IS AT STATE HIGHWAY STATION NO.
 QT0520'190, 98 FEET EAST OF THE CENTER OF HIGHWAY 85, AND 2.0 FEET
 QT0520'SOUTH OF A METAL WITNESS POST.
 QT0520'
 QT0520'TO REACH THE STATION FROM THE STORE IN REDIG, GO NORTH ON
 QT0520'U.S. HIGHWAY 85 FOR 3.55 MILES TO A FIELD ENTRANCE AND GATE
 QT0520'ON THE LEFT, TURN LEFT THRU GATE AND FOLLOW TRACK ROAD
 QT0520'SOUTH-EASTERLY FOR 0.4 MILE TO THE TOP OF THE LOW HILL AND
 QT0520'THE STATION AS DESCRIBED.
 QT0520'
 QT0520'*TO REACH THE AZIMUTH MARK CONTINUE NORTH ON HIGHWAY 85 FOR
 QT0520'0.4 MILE TO THE BENCH MARK ON THE RIGHT AS DESCRIBED.
 QT0520'
 QT0520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18
 QT0520'MILES SOUTH OF BUFFALO
 QT0520
 QT0520                          STATION RECOVERY (1973)
 QT0520
 QT0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0520'TO REACH THE STATION FROM REDIG, GO NORTH ON U.S. HWY. 85
 QT0520'FOR 3.45 MI TO A TRACK RD. ON THE LEFT.  TURN LEFT (WEST)
 QT0520'GO THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE LAND FOR
 QT0520'0.4 MI TO THE SUMMIT OF A LOW HILL AND THE STATION.
 QT0520
 QT0520                          STATION RECOVERY (1998)
 QT0520
 QT0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0520'5.3 KM (3.30 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0520'COUNTY ROAD 732 IN REDIG, THENCE 0.6 KM (0.35 MI) WESTERLY ACROSS A
 QT0520'PASTURE TO THE HIGHEST POINT IN THE AREA, 9.9 M (32.5 FT) WEST OF
 QT0520'REFERENCE MARK 2, 9.3 M (30.5 FT) SOUTH OF REFERENCE MARK 1, AND THE
 QT0520'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 QT0520'MONUMENT IS ON PROPERTY OWNED BY GARY CLANTON, HC 64, BOX 64, BUFFALO,
 QT0520'SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7193 ***********************************************************************
 AH7193  DESIGNATION -  REDIG RM 1
 AH7193  PID         -  AH7193
 AH7193  STATE/COUNTY-  SD/HARDING
 AH7193  COUNTRY     -  US
 AH7193  USGS QUAD   -  REDIG (2017)
 AH7193
 AH7193                         *CURRENT SURVEY CONTROL
 AH7193  ______________________________________________________________________
 AH7193* NAD 83(1986) POSITION- 45 19 08.08   (N) 103 33 21.45   (W)   HD_HELD1
 AH7193* NAVD 88 ORTHO HEIGHT -   991.688 (meters)     3253.56  (feet) ADJUSTED
 AH7193  ______________________________________________________________________
 AH7193  GEOID HEIGHT    -        -16.162 (meters)                     GEOID18
 AH7193  DYNAMIC HEIGHT  -        991.489 (meters)     3252.91  (feet) COMP
 AH7193  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 AH7193
 AH7193  VERT ORDER      -  FIRST     CLASS II
 AH7193
 AH7193.The horizontal coordinates were determined by differentially corrected
 AH7193.hand held GPS observations or other comparable positioning techniques
 AH7193.and have an estimated accuracy of +/- 3 meters.
 AH7193
 AH7193.The orthometric height was determined by differential leveling and
 AH7193.adjusted by the NATIONAL GEODETIC SURVEY
 AH7193.in April 2000.
 AH7193
 AH7193.No vertical observational check was made to the station.
 AH7193
 AH7193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7193.GEOID18 height accuracy estimate available here.
 AH7193
 AH7193.Click photographs - Photos may exist for this station.
 AH7193
 AH7193.The dynamic height is computed by dividing the NAVD 88
 AH7193.geopotential number by the normal gravity value computed on the
 AH7193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7193.degrees latitude (g = 980.6199 gals.).
 AH7193
 AH7193.The modeled gravity was interpolated from observed gravity values.
 AH7193
 AH7193;                    North         East    Units  Estimated Accuracy
 AH7193;SPC SD N     -   171,204.9     321,287.2     MT  (+/- 3 meters HH1 GPS) 
 AH7193
 AH7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1317919392(NAD 83)
 AH7193
 AH7193                          SUPERSEDED SURVEY CONTROL
 AH7193
 AH7193.No superseded survey control is available for this station.
 AH7193
 AH7193_MARKER: DR = REFERENCE MARK DISK
 AH7193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7193_STAMPING: REDIG NO 1 1952
 AH7193_MARK LOGO: CGS
 AH7193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7193+STABILITY: SURFACE MOTION
 AH7193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7193+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7193
 AH7193  HISTORY     - Date     Condition        Report By
 AH7193  HISTORY     - 1952     MONUMENTED       CGS
 AH7193  HISTORY     - 19980928 GOOD             NGS
 AH7193
 AH7193                          STATION DESCRIPTION
 AH7193
 AH7193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7193'5.3 KM (3.30 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7193'COUNTY ROAD 732 IN REDIG, THENCE 0.6 KM (0.35 MI) WESTERLY ACROSS A
 AH7193'PASTURE TO THE HIGHEST POINT IN THE AREA, 9.3 M (30.5 FT) NORTH OF THE
 AH7193'STATION MARK, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 AH7193'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GARY
 AH7193'CLANTON, HC 64, BOX 64, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AH7192 ***********************************************************************
 AH7192  DESIGNATION -  REDIG RM 2
 AH7192  PID         -  AH7192
 AH7192  STATE/COUNTY-  SD/HARDING
 AH7192  COUNTRY     -  US
 AH7192  USGS QUAD   -  REDIG (2017)
 AH7192
 AH7192                         *CURRENT SURVEY CONTROL
 AH7192  ______________________________________________________________________
 AH7192* NAD 83(1986) POSITION- 45 19 07.84   (N) 103 33 20.96   (W)   HD_HELD1
 AH7192* NAVD 88 ORTHO HEIGHT -   991.038 (meters)     3251.43  (feet) ADJUSTED
 AH7192  ______________________________________________________________________
 AH7192  GEOID HEIGHT    -        -16.163 (meters)                     GEOID18
 AH7192  DYNAMIC HEIGHT  -        990.838 (meters)     3250.77  (feet) COMP
 AH7192  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 AH7192
 AH7192  VERT ORDER      -  FIRST     CLASS II
 AH7192
 AH7192.The horizontal coordinates were determined by differentially corrected
 AH7192.hand held GPS observations or other comparable positioning techniques
 AH7192.and have an estimated accuracy of +/- 3 meters.
 AH7192
 AH7192.The orthometric height was determined by differential leveling and
 AH7192.adjusted by the NATIONAL GEODETIC SURVEY
 AH7192.in April 2000.
 AH7192
 AH7192.No vertical observational check was made to the station.
 AH7192
 AH7192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7192.GEOID18 height accuracy estimate available here.
 AH7192
 AH7192.Click photographs - Photos may exist for this station.
 AH7192
 AH7192.The dynamic height is computed by dividing the NAVD 88
 AH7192.geopotential number by the normal gravity value computed on the
 AH7192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7192.degrees latitude (g = 980.6199 gals.).
 AH7192
 AH7192.The modeled gravity was interpolated from observed gravity values.
 AH7192
 AH7192;                    North         East    Units  Estimated Accuracy
 AH7192;SPC SD N     -   171,197.0     321,297.6     MT  (+/- 3 meters HH1 GPS) 
 AH7192
 AH7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1319019385(NAD 83)
 AH7192
 AH7192                          SUPERSEDED SURVEY CONTROL
 AH7192
 AH7192.No superseded survey control is available for this station.
 AH7192
 AH7192_MARKER: DR = REFERENCE MARK DISK
 AH7192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7192_STAMPING: REDIG NO 2 1952
 AH7192_MARK LOGO: CGS
 AH7192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7192+STABILITY: SURFACE MOTION
 AH7192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7192+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AH7192
 AH7192  HISTORY     - Date     Condition        Report By
 AH7192  HISTORY     - 1952     MONUMENTED       CGS
 AH7192  HISTORY     - 19980928 GOOD             NGS
 AH7192
 AH7192                          STATION DESCRIPTION
 AH7192
 AH7192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH7192'5.3 KM (3.30 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AH7192'COUNTY ROAD 732 IN REDIG, THENCE 0.6 KM (0.35 MI) WESTERLY ACROSS A
 AH7192'PASTURE TO THE HIGHEST POINT IN THE AREA, 9.9 M (32.5 FT) EAST OF THE
 AH7192'STATION MARK, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 AH7192'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GARY
 AH7192'CLANTON, HC 64, BOX 64, BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2374 ***********************************************************************
 PU2374  DESIGNATION -  REDWATER
 PU2374  PID         -  PU2374
 PU2374  STATE/COUNTY-  SD/BUTTE
 PU2374  COUNTRY     -  US
 PU2374  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2374
 PU2374                         *CURRENT SURVEY CONTROL
 PU2374  ______________________________________________________________________
 PU2374* NAD 83(1996) POSITION- 44 36 03.97017(N) 103 52 52.61815(W)   ADJUSTED
 PU2374* NAVD 88 ORTHO HEIGHT -  1126.    (meters)     3694.    (feet) SCALED
 PU2374  ______________________________________________________________________
 PU2374  GEOID HEIGHT    -        -15.053 (meters)                     GEOID18
 PU2374  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 PU2374  HORZ ORDER      -  SECOND
 PU2374
 PU2374.The horizontal coordinates were established by classical geodetic methods
 PU2374.and adjusted by the National Geodetic Survey in January 1998.
 PU2374
 PU2374.The orthometric height was scaled from a topographic map.
 PU2374
 PU2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2374.GEOID18 height accuracy estimate available here.
 PU2374
 PU2374.Click photographs - Photos may exist for this station.
 PU2374
 PU2374.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2374
 PU2374. The following values were computed from the NAD 83(1996) position.
 PU2374
 PU2374;                    North         East     Units Scale Factor Converg.
 PU2374;SPC SD N     -    92,701.251   291,984.533   MT  0.99996978   -2 44 49.0
 PU2374;SPC SD N     -   304,137.35    957,952.59   sFT  0.99996978   -2 44 49.0
 PU2374;UTM  13      - 4,939,248.173   588,781.756   MT  0.99969693   +0 47 08.1
 PU2374
 PU2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2374!SPC SD N     -   0.99982592  x   0.99996978  =   0.99979570
 PU2374!UTM  13      -   0.99982592  x   0.99969693  =   0.99952290
 PU2374
 PU2374:                Primary Azimuth Mark                     Grid Az
 PU2374:SPC SD N     -  REDWATER AZ MK                           089 07 34.1
 PU2374:UTM  13      -  REDWATER AZ MK                           085 35 37.0
 PU2374
 PU2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8878139248(NAD 83)
 PU2374
 PU2374|---------------------------------------------------------------------|
 PU2374| PID    Reference Object                     Distance      Geod. Az  |
 PU2374|                                                           dddmmss.s |
 PU2374| PU2373 BELLE FOURCHE CO CTHSE DOME         APPROX. 7.8 KM 0163220.5 |
 PU2374| PU2375 REDWATER                             11.150 METERS 08243     |
 PU2374| CQ4768 REDWATER AZ MK                                     0862245.1 |
 PU2374| PU2346 SPEARFISH BLACK HILLS COLL TK       APPROX.11.7 KM 1761607.6 |
 PU2374| CQ4769 REDWATER RM 1                         5.249 METERS 32106     |
 PU2374|---------------------------------------------------------------------|
 PU2374
 PU2374                          SUPERSEDED SURVEY CONTROL
 PU2374
 PU2374  NAD 83(1993)-  44 36 03.96425(N)    103 52 52.61971(W) AD(       ) 2
 PU2374  NAD 83(1986)-  44 36 03.95859(N)    103 52 52.61177(W) AD(       ) 2
 PU2374  NAD 27      -  44 36 04.01730(N)    103 52 50.87500(W) AD(       ) 2
 PU2374
 PU2374.Superseded values are not recommended for survey control.
 PU2374
 PU2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2374.See file dsdata.pdf to determine how the superseded data were derived.
 PU2374
 PU2374_MARKER: DS = TRIANGULATION STATION DISK
 PU2374_SETTING: 66 = SET IN ROCK OUTCROP
 PU2374_STAMPING: REDWATER 1950
 PU2374_MARK LOGO: CGS
 PU2374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2374+STABILITY: POSITION/ELEVATION WELL
 PU2374
 PU2374  HISTORY     - Date     Condition        Report By
 PU2374  HISTORY     - 1950     MONUMENTED       CGS
 PU2374  HISTORY     - 1962     GOOD             CGS
 PU2374
 PU2374                          STATION DESCRIPTION
 PU2374
 PU2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2374'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 1-1/2 MILES
 PU2374'WEST OF BELLE FOURCHE, ABOUT 0.1 MILE EAST OF A POWER LINE,
 PU2374'72 FEET EAST OF A FENCE, AND ON LAND OWNED BY RALPH WENDELKIN.
 PU2374'
 PU2374'TO REACH THE STATION FROM COURTHOUSE IN BELLE FOURCHE.  GO SOUTH
 PU2374'ON U.S. HIGHWAY 85 FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 PU2374'24.  CONTINUE SOUTH ON HIGHWAY 85 FOR 2.95 MILES TO A FRAME HOUSE
 PU2374'AND A CONCRETE WATER TANK ON THE RIGHT.  CONTINUE SOUTH ON THE
 PU2374'HIGHWAY 0.3 MILE TO A GATE AND 3 FORKS ON THE RIGHT.  TURN RIGHT,
 PU2374'PASS THROUGH THE GATE, TAKE THE MIDDLE FORK AND GO WEST FOR
 PU2374'0.2 MILE TO A GATE, PASS THROUGH THE GATE, TURN LEFT, AND
 PU2374'FOLLOW A TRACK ROAD SOUTH AND WEST FOR 0.7 MILE TO THE AZIMUTH
 PU2374'MARK ON THE LEFT.  CONTINUE WEST FOR 0.3 MILE TO THE STATION.
 PU2374'
 PU2374'THE STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 PU2374'OUTCROPPING BEDROCK.  THE DISK IS STAMPED REDWATER 1950.
 PU2374'
 PU2374'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE FENCE.  THE MARK
 PU2374'IS A STANDARD DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PU2374'THE DISK IS STAMPED REDWATER NO 1 1950.
 PU2374'
 PU2374'AN UNIDENTIFIED U.S. GEOLOGICAL SURVEY MARK IS 68 FEET SOUTH OF
 PU2374'THE FENCE.  THE MARK IS BRONZE DISK WEDGED IN A DRILL HOLE IN
 PU2374'OUTCROPPING BEDROCK.  THE DISK IS NOT STAMPED.  THIS MARK WAS
 PU2374'USED AS A REFERENCE MARK.
 PU2374'
 PU2374'THE AZIMUTH MARK IS 8 FEET SOUTH OF THE CENTER OF THE TRACK
 PU2374'ROAD, 5 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF THE
 PU2374'FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2374'CONCRETE CYLINDER THAT PROJECTS 12 INCHES.  THE DISK IS STAMPED
 PU2374'REDWATER 1950.
 PU2374'
 PU2374'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2374
 PU2374                          STATION RECOVERY (1962)
 PU2374
 PU2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2374'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 PU2374'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 PU2374'GOOD CONDITION.  THE HORIZONTAL DIRECTION TO ALL CUTS WERE
 PU2374'CHECKED.  THE HORIZONTAL DISTANCE TO BOTH REFERENCE MARKS
 PU2374'WERE FOUND IN ERROR.  THE TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2375 ***********************************************************************
 PU2375  DESIGNATION -  REDWATER
 PU2375  PID         -  PU2375
 PU2375  STATE/COUNTY-  SD/BUTTE
 PU2375  COUNTRY     -  US
 PU2375  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2375
 PU2375                         *CURRENT SURVEY CONTROL
 PU2375  ______________________________________________________________________
 PU2375* NAD 83(1996) POSITION- 44 36 04.01592(N) 103 52 52.11663(W)   ADJUSTED
 PU2375* NAVD 88 ORTHO HEIGHT -  1126.    (meters)     3694.    (feet) SCALED
 PU2375  ______________________________________________________________________
 PU2375  GEOID HEIGHT    -        -15.053 (meters)                     GEOID18
 PU2375  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 PU2375  HORZ ORDER      -  SECOND
 PU2375
 PU2375.The horizontal coordinates were established by classical geodetic methods
 PU2375.and adjusted by the National Geodetic Survey in January 1998.
 PU2375
 PU2375.The orthometric height was scaled from a topographic map.
 PU2375
 PU2375.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2375.GEOID18 height accuracy estimate available here.
 PU2375
 PU2375.Click photographs - Photos may exist for this station.
 PU2375
 PU2375.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2375
 PU2375. The following values were computed from the NAD 83(1996) position.
 PU2375
 PU2375;                    North         East     Units Scale Factor Converg.
 PU2375;SPC SD N     -    92,702.132   291,995.648   MT  0.99996978   -2 44 48.6
 PU2375;SPC SD N     -   304,140.24    957,989.06   sFT  0.99996978   -2 44 48.6
 PU2375;UTM  13      - 4,939,249.736   588,792.793   MT  0.99969695   +0 47 08.4
 PU2375
 PU2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2375!SPC SD N     -   0.99982592  x   0.99996978  =   0.99979570
 PU2375!UTM  13      -   0.99982592  x   0.99969695  =   0.99952292
 PU2375
 PU2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8879239249(NAD 83)
 PU2375
 PU2375                          SUPERSEDED SURVEY CONTROL
 PU2375
 PU2375  NAD 83(1993)-  44 36 04.01001(N)    103 52 52.11818(W) AD(       ) 2
 PU2375  NAD 83(1986)-  44 36 04.00436(N)    103 52 52.11007(W) AD(       ) 2
 PU2375  NAD 27      -  44 36 04.06310(N)    103 52 50.37330(W) AD(       ) 2
 PU2375
 PU2375.Superseded values are not recommended for survey control.
 PU2375
 PU2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2375.See file dsdata.pdf to determine how the superseded data were derived.
 PU2375
 PU2375_MARKER: DD = SURVEY DISK
 PU2375_SETTING: 66 = SET IN ROCK OUTCROP
 PU2375_MARK LOGO: USGS
 PU2375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2375+STABILITY: POSITION/ELEVATION WELL
 PU2375
 PU2375  HISTORY     - Date     Condition        Report By
 PU2375  HISTORY     - UNK      MONUMENTED       USGS
 PU2375  HISTORY     - 1950     GOOD             CGS
 PU2375  HISTORY     - 1962     GOOD             CGS
 PU2375
 PU2375                          STATION DESCRIPTION
 PU2375
 PU2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PU2375'RECOVERED IN GOOD CONDITION.
 PU2375
 PU2375                          STATION RECOVERY (1962)
 PU2375
 PU2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU2375'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0671 ***********************************************************************
 PS0671  DESIGNATION -  REE HEIGHTS
 PS0671  PID         -  PS0671
 PS0671  STATE/COUNTY-  SD/HAND
 PS0671  COUNTRY     -  US
 PS0671  USGS QUAD   -  REE HEIGHTS (2017)
 PS0671
 PS0671                         *CURRENT SURVEY CONTROL
 PS0671  ______________________________________________________________________
 PS0671* NAD 83(1996) POSITION- 44 31 46.68797(N) 099 14 09.80436(W)   ADJUSTED
 PS0671* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 PS0671  ______________________________________________________________________
 PS0671  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 PS0671  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 PS0671  HORZ ORDER      -  THIRD
 PS0671
 PS0671.The horizontal coordinates were established by classical geodetic methods
 PS0671.and adjusted by the National Geodetic Survey in January 1998.
 PS0671
 PS0671.The orthometric height was scaled from a topographic map.
 PS0671
 PS0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0671.GEOID18 height accuracy estimate available here.
 PS0671
 PS0671.Click photographs - Photos may exist for this station.
 PS0671
 PS0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0671
 PS0671. The following values were computed from the NAD 83(1996) position.
 PS0671
 PS0671;                    North         East     Units Scale Factor Converg.
 PS0671;SPC SD N     -    77,661.273   660,723.187   MT  0.99998028   +0 32 26.4
 PS0671;SPC SD N     -   254,793.69  2,167,722.66   sFT  0.99998028   +0 32 26.4
 PS0671;UTM  14      - 4,930,728.128   481,243.526   MT  0.99960433   -0 09 56.0
 PS0671
 PS0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0671!SPC SD N     -   0.99992141  x   0.99998028  =   0.99990169
 PS0671!UTM  14      -   0.99992141  x   0.99960433  =   0.99952577
 PS0671
 PS0671:                Primary Azimuth Mark                     Grid Az
 PS0671:SPC SD N     -  REE HEIGHTS AZ MK                        268 11 41.0
 PS0671:UTM  14      -  REE HEIGHTS AZ MK                        268 54 03.4
 PS0671
 PS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8124330728(NAD 83)
 PS0671
 PS0671|---------------------------------------------------------------------|
 PS0671| PID    Reference Object                     Distance      Geod. Az  |
 PS0671|                                                           dddmmss.s |
 PS0671| AB7524 REE HEIGHTS RM 2                     16.553 METERS 10728     |
 PS0671| PS0670 REE HEIGHTS MUNICIPAL TANK          APPROX. 3.2 KM 1181148.0 |
 PS0671| AB7523 REE HEIGHTS AZ MK                                  2684407.4 |
 PS0671| AB6172 REE HEIGHTS RM 1                     20.008 METERS 35950     |
 PS0671|---------------------------------------------------------------------|
 PS0671
 PS0671                          SUPERSEDED SURVEY CONTROL
 PS0671
 PS0671  NAD 83(1986)-  44 31 46.68501(N)    099 14 09.81064(W) AD(       ) 3
 PS0671  NAD 27      -  44 31 46.74300(N)    099 14 08.42100(W) AD(       ) 3
 PS0671
 PS0671.Superseded values are not recommended for survey control.
 PS0671
 PS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0671.See file dsdata.pdf to determine how the superseded data were derived.
 PS0671
 PS0671_MARKER: DS = TRIANGULATION STATION DISK
 PS0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0671_STAMPING: REE HEIGHTS 1951
 PS0671_MARK LOGO: CGS
 PS0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0671+STABILITY: SURFACE MOTION
 PS0671
 PS0671  HISTORY     - Date     Condition        Report By
 PS0671  HISTORY     - 1951     MONUMENTED       CGS
 PS0671  HISTORY     - 19941103 MARK NOT FOUND   NGS
 PS0671
 PS0671                          STATION DESCRIPTION
 PS0671
 PS0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0671'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF REE HEIGHTS
 PS0671'ON THE NORTH SIDE OF U.S. HIGHWAY 14 IN A 1/2 MILE SECTION
 PS0671'LINE FENCE.  STATION IS 68 FEET NORTH OF THE CENTERLINE OF
 PS0671'HIGHWAY, 17 FEET NORTH OF FENCE CORNER POST AND 4.5 FEET NORTH
 PS0671'OF WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 PS0671'DISK IS STAMPED REE HEIGHTS 1951.
 PS0671'
 PS0671'REFERENCE MARK NO. 1 IS IN FENCELINE.  THE MARK PROJECTS ABOUT
 PS0671'4 INCHES AND THE DISK IS STAMPED REE HEIGHTS NO 1 1951.
 PS0671'
 PS0671'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE CENTERLINE OF
 PS0671'HIGHWAY AND IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 PS0671'AND THE DISK IS STAMPED REE HEIGHTS NO 2 1951.
 PS0671'
 PS0671'AZIMUTH MARK IS 51 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 PS0671'2 FEET EAST OF WITNESS POST AND IN FENCELINE.  THE MARK PROJECTS
 PS0671'ABOUT 2 INCHES AND THE DISK IS STAMPED REE HEIGHTS 1951.
 PS0671'
 PS0671'TO REACH FROM THE POST OFFICE IN REE HEIGHTS GO NORTH FOR 0.8
 PS0671'MILE TO JUNCTION OF U.S. HIGHWAY 14.  TURN LEFT AND GO WEST
 PS0671'ON U.S. HIGHWAY 14 FOR 1.7 MILES TO STATION ON RIGHT OR NORTH
 PS0671'SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 0.3 MILE TO AZIMUTH
 PS0671'MARK ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 PS0671'
 PS0671'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0671
 PS0671                          STATION RECOVERY (1994)
 PS0671
 PS0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0671'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PS0671'DESTROYED.  TRIANGULATION STATION REE HEIGHTS 2 HAS BEEN ESTABLISHED
 PS0671'IN THE VICINITY.  SEE THE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8010 ***********************************************************************
 AC8010  CBN         -  This is a Cooperative Base Network Control Station.
 AC8010  DESIGNATION -  REE HEIGHTS
 AC8010  PID         -  AC8010
 AC8010  STATE/COUNTY-  SD/HAND
 AC8010  COUNTRY     -  US
 AC8010  USGS QUAD   -  MILLER DALE COLONY SW (2017)
 AC8010
 AC8010                         *CURRENT SURVEY CONTROL
 AC8010  ______________________________________________________________________
 AC8010* NAD 83(2011) POSITION- 44 16 07.70160(N) 099 12 19.58976(W)   ADJUSTED
 AC8010* NAD 83(2011) ELLIP HT-   570.222 (meters)        (06/27/12)   ADJUSTED
 AC8010* NAD 83(2011) EPOCH   -  2010.00
 AC8010* NAVD 88 ORTHO HEIGHT -   594.8   (meters)     1951.    (feet) GPS OBS
 AC8010  ______________________________________________________________________
 AC8010  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8010  GEOID HEIGHT    -        -24.489 (meters)                     GEOID96
 AC8010  GEOID HEIGHT    -        -24.555 (meters)                     GEOID18
 AC8010  NAD 83(2011) X  -   -731,899.113 (meters)                     COMP
 AC8010  NAD 83(2011) Y  - -4,516,163.872 (meters)                     COMP
 AC8010  NAD 83(2011) Z  -  4,429,926.380 (meters)                     COMP
 AC8010  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 AC8010
 AC8010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8010  Standards:
 AC8010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8010  -------------------------------------------------------------------
 AC8010  NETWORK    0.89   2.67           0.42   0.27   1.36     -0.11015670
 AC8010  -------------------------------------------------------------------
 AC8010  Click here for local accuracies and other accuracy information.
 AC8010
 AC8010.The horizontal coordinates were established by GPS observations
 AC8010.and adjusted by the National Geodetic Survey in June 2012.
 AC8010
 AC8010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8010.been affixed to the stable North American tectonic plate. See 
 AC8010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8010
 AC8010.The horizontal coordinates are valid at the epoch date displayed above
 AC8010.which is a decimal equivalence of Year/Month/Day.
 AC8010
 AC8010.The orthometric height was determined by GPS observations and a
 AC8010.high-resolution geoid model.
 AC8010
 AC8010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8010.GEOID18 height accuracy estimate available here.
 AC8010
 AC8010.Click photographs - Photos may exist for this station.
 AC8010
 AC8010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8010
 AC8010.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8010
 AC8010.The ellipsoidal height was determined by GPS observations
 AC8010.and is referenced to NAD 83.
 AC8010
 AC8010. The following values were computed from the NAD 83(2011) position.
 AC8010
 AC8010;                    North         East     Units Scale Factor Converg.
 AC8010;SPC SD N     -    48,702.580   663,441.063   MT  1.00003161   +0 33 44.4
 AC8010;SPC SD N     -   159,785.05  2,176,639.55   sFT  1.00003161   +0 33 44.4
 AC8010;UTM  14      - 4,901,749.755   483,603.448   MT  0.99960331   -0 08 36.3
 AC8010
 AC8010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8010!SPC SD N     -   0.99991060  x   1.00003161  =   0.99994220
 AC8010!UTM  14      -   0.99991060  x   0.99960331  =   0.99951394
 AC8010
 AC8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8360301749(NAD 83)
 AC8010
 AC8010                          SUPERSEDED SURVEY CONTROL
 AC8010
 AC8010  NAD 83(2007)-  44 16 07.70188(N)    099 12 19.59060(W) AD(2002.00) 0
 AC8010  ELLIP H (02/10/07)  570.257  (m)                       GP(2002.00)    
 AC8010  ELLIP H (04/15/04)  570.251  (m)                       GP(       ) 2 1
 AC8010  NAD 83(1996)-  44 16 07.70115(N)    099 12 19.59017(W) AD(       ) B
 AC8010  ELLIP H (04/18/97)  570.306  (m)                       GP(       ) 4 1
 AC8010
 AC8010.Superseded values are not recommended for survey control.
 AC8010
 AC8010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8010.See file dsdata.pdf to determine how the superseded data were derived.
 AC8010
 AC8010_MARKER: Z = SEE DESCRIPTION
 AC8010_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8010_STAMPING: REE HEIGHTS 1995
 AC8010_MARK LOGO: NGS
 AC8010_PROJECTION: PROJECTING 2 CENTIMETERS
 AC8010_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8010+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 AC8010_ROD/PIPE-DEPTH: 6.4 meters
 AC8010_SLEEVE-DEPTH  : 1.8 meters
 AC8010
 AC8010  HISTORY     - Date     Condition        Report By
 AC8010  HISTORY     - 1995     MONUMENTED       SDDT
 AC8010  HISTORY     - 19960716 GOOD             NGS
 AC8010
 AC8010                          STATION DESCRIPTION
 AC8010
 AC8010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8010'THE STATION IS LOCATED 23.0 MI (37.0 KM) SOUTHWEST OF MILLER AND 18.0
 AC8010'MI (29.0 KM) SOUTH OF REE HEIGHTS ON A COUNTY ROAD.  OWNERSHIP--HAND
 AC8010'COUNTY.  TO REACH THE STATION FROM THE POST OFFICE IN REE HEIGHTS, GO
 AC8010'SOUTH ON A PAVED ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A PAVED
 AC8010'COUNTY ROAD RIGHT, TURN RIGHT AND GO WEST THEN SOUTH ON THE PAVED
 AC8010'COUNTY ROAD FOR 18.0 MI (29.0 KM) TO THE STATION ON THE LEFT, AT THE
 AC8010'JUNCTION OF A PAVED COUNTY ROAD LEADING EAST.  THE STATION IS A PUNCH
 AC8010'POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP
 AC8010'ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 17.3 M (56.8
 AC8010'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND COUNTY ROAD, 16.5 M (54.1
 AC8010'FT) EAST OF THE ROAD CENTERLINE, 2.1 M (6.9 FT) SOUTH-SOUTHWEST OF A
 AC8010'FENCE CORNER, 0.6 M (2.0 FT) WEST-SOUTHWEST OF THE CENTER 1 OF 3
 AC8010'BRACED FENCE POSTS, 0.4 M (1.3 FT) EAST OF A METAL GUARD POST, 0.3 M
 AC8010'(1.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC8010'HIGHWAY, AND 0.11 M (0.36 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS
 AC8010'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC
 AC8010'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8975 ***********************************************************************
 AB8975  DESIGNATION -  REE HEIGHTS 2
 AB8975  PID         -  AB8975
 AB8975  STATE/COUNTY-  SD/HAND
 AB8975  COUNTRY     -  US
 AB8975  USGS QUAD   -  REE HEIGHTS (2017)
 AB8975
 AB8975                         *CURRENT SURVEY CONTROL
 AB8975  ______________________________________________________________________
 AB8975* NAD 83(1986) POSITION- 44 31 46.     (N) 099 14 10.     (W)   SCALED
 AB8975* NAVD 88 ORTHO HEIGHT -   524.208 (meters)     1719.84  (feet) ADJUSTED
 AB8975  ______________________________________________________________________
 AB8975  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 AB8975  DYNAMIC HEIGHT  -        524.110 (meters)     1719.52  (feet) COMP
 AB8975  MODELED GRAVITY -    980,414.4   (mgal)                       NAVD 88
 AB8975
 AB8975  VERT ORDER      -  FIRST     CLASS II
 AB8975
 AB8975.The horizontal coordinates were scaled from a map and have
 AB8975.an estimated accuracy of +/- 6 seconds.
 AB8975
 AB8975.The orthometric height was determined by differential leveling and
 AB8975.adjusted by the NATIONAL GEODETIC SURVEY
 AB8975.in October 1997.
 AB8975
 AB8975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8975.GEOID18 height accuracy estimate available here.
 AB8975
 AB8975.Click photographs - Photos may exist for this station.
 AB8975
 AB8975.The dynamic height is computed by dividing the NAVD 88
 AB8975.geopotential number by the normal gravity value computed on the
 AB8975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8975.degrees latitude (g = 980.6199 gals.).
 AB8975
 AB8975.The modeled gravity was interpolated from observed gravity values.
 AB8975
 AB8975;                    North         East    Units  Estimated Accuracy
 AB8975;SPC SD N     -    77,640.      660,720.      MT  (+/- 180 meters Scaled)
 AB8975
 AB8975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ812307(NAD 83)
 AB8975
 AB8975                          SUPERSEDED SURVEY CONTROL
 AB8975
 AB8975.No superseded survey control is available for this station.
 AB8975
 AB8975_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8975_STAMPING: REE HEIGHTS 2 1987
 AB8975_MARK LOGO: NGS
 AB8975_PROJECTION: RECESSED 40 CENTIMETERS
 AB8975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8975+STABILITY: SURFACE MOTION
 AB8975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8975+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8975
 AB8975  HISTORY     - Date     Condition        Report By
 AB8975  HISTORY     - 1987     MONUMENTED       NGS
 AB8975  HISTORY     - 19941102 GOOD             NGS
 AB8975  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 AB8975
 AB8975                          STATION DESCRIPTION
 AB8975
 AB8975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8975'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8975'STATE HIGHWAY 47 IN HIGHMORE, 306.0 M (1003.9 FT) EAST OF MILEPOST
 AB8975'288, 22.7 M (74.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.7 M (58.1
 AB8975'FT) SOUTH OF REE HEIGHTS REFERENCE MARK 1, 17.0 M (55.8 FT) WEST OF
 AB8975'REE HEIGHTS 2 REFERENCE MARK 3, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 AB8975'POST, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND
 AB8975'SURFACE.
 AB8975
 AB8975                          STATION RECOVERY (2012)
 AB8975
 AB8975'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 AB8975'AFTER SEARCH OF INDICATED AREA, WAS UNABLE TO LOCATE.  WAS ABLE TO
 AB8975'LOCATE REE HEIGHTS 1 REFERENCE MARK AND MARKER DESIGNATION 14 288.19
 AB8975'NEARBY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8976 ***********************************************************************
 AB8976  DESIGNATION -  REE HEIGHTS 2 AZ MK
 AB8976  PID         -  AB8976
 AB8976  STATE/COUNTY-  SD/HAND
 AB8976  COUNTRY     -  US
 AB8976  USGS QUAD   -  REE HEIGHTS (2017)
 AB8976
 AB8976                         *CURRENT SURVEY CONTROL
 AB8976  ______________________________________________________________________
 AB8976* NAD 83(1986) POSITION- 44 31 48.     (N) 099 14 47.     (W)   SCALED
 AB8976* NAVD 88 ORTHO HEIGHT -   527.275 (meters)     1729.90  (feet) ADJUSTED
 AB8976  ______________________________________________________________________
 AB8976  GEOID HEIGHT    -        -24.045 (meters)                     GEOID18
 AB8976  DYNAMIC HEIGHT  -        527.176 (meters)     1729.58  (feet) COMP
 AB8976  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 AB8976
 AB8976  VERT ORDER      -  FIRST     CLASS II
 AB8976
 AB8976.The horizontal coordinates were scaled from a map and have
 AB8976.an estimated accuracy of +/- 6 seconds.
 AB8976
 AB8976.The orthometric height was determined by differential leveling and
 AB8976.adjusted by the NATIONAL GEODETIC SURVEY
 AB8976.in October 1997.
 AB8976
 AB8976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8976.GEOID18 height accuracy estimate available here.
 AB8976
 AB8976.Click photographs - Photos may exist for this station.
 AB8976
 AB8976.The dynamic height is computed by dividing the NAVD 88
 AB8976.geopotential number by the normal gravity value computed on the
 AB8976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8976.degrees latitude (g = 980.6199 gals.).
 AB8976
 AB8976.The modeled gravity was interpolated from observed gravity values.
 AB8976
 AB8976;                    North         East    Units  Estimated Accuracy
 AB8976;SPC SD N     -    77,690.      659,900.      MT  (+/- 180 meters Scaled)
 AB8976
 AB8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ804307(NAD 83)
 AB8976
 AB8976                          SUPERSEDED SURVEY CONTROL
 AB8976
 AB8976.No superseded survey control is available for this station.
 AB8976
 AB8976_MARKER: DZ = AZIMUTH MARK DISK
 AB8976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8976_STAMPING: REE HEIGHTS 2 NO 2 1994
 AB8976_MARK LOGO: NGS
 AB8976_PROJECTION: FLUSH
 AB8976_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8976+STABILITY: SURFACE MOTION
 AB8976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8976+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8976
 AB8976  HISTORY     - Date     Condition        Report By
 AB8976  HISTORY     - UNK      MONUMENTED       NGS
 AB8976  HISTORY     - 19941102 GOOD             NGS
 AB8976
 AB8976                          STATION DESCRIPTION
 AB8976
 AB8976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8976'15.4 KM (9.55 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8976'STATE HIGHWAY 47 IN HIGHMORE, 512.0 M (1679.8 FT) WEST OF MILEPOST
 AB8976'288, 29.6 M (97.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.3 M (37.1
 AB8976'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 6.5 M (21.3 FT) NORTH OF A
 AB8976'FENCE CORNER, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AB8976'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 AB8976'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8974 ***********************************************************************
 AB8974  DESIGNATION -  REE HEIGHTS 2 RM 3
 AB8974  PID         -  AB8974
 AB8974  STATE/COUNTY-  SD/HAND
 AB8974  COUNTRY     -  US
 AB8974  USGS QUAD   -  REE HEIGHTS (2017)
 AB8974
 AB8974                         *CURRENT SURVEY CONTROL
 AB8974  ______________________________________________________________________
 AB8974* NAD 83(1986) POSITION- 44 31 47.     (N) 099 14 09.     (W)   SCALED
 AB8974* NAVD 88 ORTHO HEIGHT -   524.074 (meters)     1719.40  (feet) ADJUSTED
 AB8974  ______________________________________________________________________
 AB8974  GEOID HEIGHT    -        -24.056 (meters)                     GEOID18
 AB8974  DYNAMIC HEIGHT  -        523.976 (meters)     1719.08  (feet) COMP
 AB8974  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 AB8974
 AB8974  VERT ORDER      -  FIRST     CLASS II
 AB8974
 AB8974.The horizontal coordinates were scaled from a map and have
 AB8974.an estimated accuracy of +/- 6 seconds.
 AB8974
 AB8974.The orthometric height was determined by differential leveling and
 AB8974.adjusted by the NATIONAL GEODETIC SURVEY
 AB8974.in October 1997.
 AB8974
 AB8974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8974.GEOID18 height accuracy estimate available here.
 AB8974
 AB8974.Click photographs - Photos may exist for this station.
 AB8974
 AB8974.The dynamic height is computed by dividing the NAVD 88
 AB8974.geopotential number by the normal gravity value computed on the
 AB8974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8974.degrees latitude (g = 980.6199 gals.).
 AB8974
 AB8974.The modeled gravity was interpolated from observed gravity values.
 AB8974
 AB8974;                    North         East    Units  Estimated Accuracy
 AB8974;SPC SD N     -    77,670.      660,740.      MT  (+/- 180 meters Scaled)
 AB8974
 AB8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ812307(NAD 83)
 AB8974
 AB8974                          SUPERSEDED SURVEY CONTROL
 AB8974
 AB8974.No superseded survey control is available for this station.
 AB8974
 AB8974_MARKER: DR = REFERENCE MARK DISK
 AB8974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8974_STAMPING: REE HEIGHTS 2 NO 3 1987
 AB8974_MARK LOGO: NGS
 AB8974_PROJECTION: FLUSH
 AB8974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8974+STABILITY: SURFACE MOTION
 AB8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8974+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB8974
 AB8974  HISTORY     - Date     Condition        Report By
 AB8974  HISTORY     - 1987     MONUMENTED       NGS
 AB8974  HISTORY     - 19941102 GOOD             NGS
 AB8974
 AB8974                          STATION DESCRIPTION
 AB8974
 AB8974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8974'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8974'STATE HIGHWAY 47 IN HIGHMORE, 321.0 M (1053.1 FT) EAST OF MILEPOST
 AB8974'288, 24.5 M (80.4 FT) SOUTHWEST OF REE HEIGHTS REFERENCE MARK 1, 22.4
 AB8974'M (73.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.4 M (63.6 FT) EAST OF
 AB8974'THE CENTER OF A FIELD ENTRANCE, 17.0 M (55.8 FT) EAST OF TRIANGULATION
 AB8974'STATION REE HEIGHTS 2, 8.3 M (27.2 FT) WEST OF BENCH MARK 14-288.19,
 AB8974'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF
 AB8974'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0670 ***********************************************************************
 PS0670  DESIGNATION -  REE HEIGHTS MUNICIPAL TANK
 PS0670  PID         -  PS0670
 PS0670  STATE/COUNTY-  SD/HAND
 PS0670  COUNTRY     -  US
 PS0670  USGS QUAD   -  REE HEIGHTS (2017)
 PS0670
 PS0670                         *CURRENT SURVEY CONTROL
 PS0670  ______________________________________________________________________
 PS0670* NAD 83(1996) POSITION- 44 30 58.34805(N) 099 12 03.83530(W)   ADJUSTED
 PS0670  ______________________________________________________________________
 PS0670  GEOID HEIGHT    -        -24.121 (meters)                     GEOID18
 PS0670  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 PS0670  HORZ ORDER      -  THIRD
 PS0670
 PS0670.The horizontal coordinates were established by classical geodetic methods
 PS0670.and adjusted by the National Geodetic Survey in January 1998.
 PS0670
 PS0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0670.GEOID18 height accuracy estimate available here.
 PS0670
 PS0670.Click photographs - Photos may exist for this station.
 PS0670
 PS0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0670
 PS0670. The following values were computed from the NAD 83(1996) position.
 PS0670
 PS0670;                    North         East     Units Scale Factor Converg.
 PS0670;SPC SD N     -    76,196.095   663,519.169   MT  0.99998242   +0 33 55.6
 PS0670;SPC SD N     -   249,986.69  2,176,895.81   sFT  0.99998242   +0 33 55.6
 PS0670;UTM  14      - 4,929,229.162   484,020.184   MT  0.99960314   -0 08 27.5
 PS0670
 PS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8402029229(NAD 83)
 PS0670
 PS0670                          SUPERSEDED SURVEY CONTROL
 PS0670
 PS0670  NAD 83(1986)-  44 30 58.34498(N)    099 12 03.84141(W) AD(       ) 3
 PS0670  NAD 27      -  44 30 58.40000(N)    099 12 02.46000(W) AD(       ) 3
 PS0670
 PS0670.Superseded values are not recommended for survey control.
 PS0670
 PS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0670.See file dsdata.pdf to determine how the superseded data were derived.
 PS0670
 PS0670_MARKER: 51 = TANK
 PS0670
 PS0670  HISTORY     - Date     Condition        Report By
 PS0670  HISTORY     - 1951     FIRST OBSERVED   CGS
 PS0670
 PS0670                          STATION DESCRIPTION
 PS0670
 PS0670'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6172 ***********************************************************************
 AB6172  DESIGNATION -  REE HEIGHTS RM 1
 AB6172  PID         -  AB6172
 AB6172  STATE/COUNTY-  SD/HAND
 AB6172  COUNTRY     -  US
 AB6172  USGS QUAD   -  REE HEIGHTS (2017)
 AB6172
 AB6172                         *CURRENT SURVEY CONTROL
 AB6172  ______________________________________________________________________
 AB6172* NAD 83(1986) POSITION- 44 31 47.34   (N) 099 14 09.81   (W)   HD_HELD1
 AB6172* NAVD 88 ORTHO HEIGHT -   524.308 (meters)     1720.17  (feet) ADJUSTED
 AB6172  ______________________________________________________________________
 AB6172  GEOID HEIGHT    -        -24.055 (meters)                     GEOID18
 AB6172  DYNAMIC HEIGHT  -        524.210 (meters)     1719.85  (feet) COMP
 AB6172  MODELED GRAVITY -    980,414.5   (mgal)                       NAVD 88
 AB6172
 AB6172  VERT ORDER      -  FIRST     CLASS II
 AB6172
 AB6172.The horizontal coordinates were determined by differentially corrected
 AB6172.hand held GPS observations or other comparable positioning techniques
 AB6172.and have an estimated accuracy of +/- 3 meters.
 AB6172
 AB6172.The orthometric height was determined by differential leveling and
 AB6172.adjusted by the NATIONAL GEODETIC SURVEY
 AB6172.in October 1997.
 AB6172
 AB6172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6172.GEOID18 height accuracy estimate available here.
 AB6172
 AB6172.Click photographs - Photos may exist for this station.
 AB6172
 AB6172.The dynamic height is computed by dividing the NAVD 88
 AB6172.geopotential number by the normal gravity value computed on the
 AB6172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6172.degrees latitude (g = 980.6199 gals.).
 AB6172
 AB6172.The modeled gravity was interpolated from observed gravity values.
 AB6172
 AB6172;                    North         East    Units  Estimated Accuracy
 AB6172;SPC SD N     -    77,681.4     660,722.9     MT  (+/- 3 meters HH1 GPS) 
 AB6172
 AB6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8124330748(NAD 83)
 AB6172
 AB6172                          SUPERSEDED SURVEY CONTROL
 AB6172
 AB6172.No superseded survey control is available for this station.
 AB6172
 AB6172_MARKER: DR = REFERENCE MARK DISK
 AB6172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6172_STAMPING: REE HEIGHTS NO 1 1951
 AB6172_MARK LOGO: CGS
 AB6172_PROJECTION: FLUSH
 AB6172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6172+STABILITY: SURFACE MOTION
 AB6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6172+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 AB6172
 AB6172  HISTORY     - Date     Condition        Report By
 AB6172  HISTORY     - 1951     MONUMENTED       CGS
 AB6172  HISTORY     - 19941102 GOOD             NGS
 AB6172
 AB6172                          STATION DESCRIPTION
 AB6172
 AB6172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6172'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB6172'STATE HIGHWAY 47 IN HIGHMORE, 306.0 M (1003.9 FT) EAST OF MILEPOST
 AB6172'288, 40.1 M (131.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.5 M (80.4
 AB6172'FT) NORTHWEST OF REFERENCE MARK 3, 17.7 M (58.1 FT) NORTH OF
 AB6172'TRIANGULATION STATION REE HEIGHTS 2, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AB6172'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0925 ***********************************************************************
 OQ0925  DESIGNATION -  REESE
 OQ0925  PID         -  OQ0925
 OQ0925  STATE/COUNTY-  SD/MINER
 OQ0925  COUNTRY     -  US
 OQ0925  USGS QUAD   -  BITTER LAKE (2017)
 OQ0925
 OQ0925                         *CURRENT SURVEY CONTROL
 OQ0925  ______________________________________________________________________
 OQ0925* NAD 83(1996) POSITION- 43 54 00.02277(N) 097 37 49.82905(W)   ADJUSTED
 OQ0925* NAD 83(1996) ELLIP HT-   408.964 (meters)        (05/25/04)   ADJUSTED
 OQ0925* NAVD 88 ORTHO HEIGHT -   435.0   (meters)     1427.    (feet) VERTCON3
 OQ0925  ______________________________________________________________________
 OQ0925  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 OQ0925  NAD 83(1996) X  -   -611,269.493 (meters)                     COMP
 OQ0925  NAD 83(1996) Y  - -4,562,718.070 (meters)                     COMP
 OQ0925  NAD 83(1996) Z  -  4,400,376.288 (meters)                     COMP
 OQ0925  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 OQ0925  HORZ ORDER      -  FIRST
 OQ0925  ELLP ORDER      -  FOURTH    CLASS II
 OQ0925
 OQ0925.The horizontal coordinates were established by classical geodetic methods
 OQ0925.and adjusted by the National Geodetic Survey in May 2004.
 OQ0925
 OQ0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0925
 OQ0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0925.GEOID18 height accuracy estimate available here.
 OQ0925
 OQ0925.Click photographs - Photos may exist for this station.
 OQ0925
 OQ0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0925
 OQ0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0925
 OQ0925.The ellipsoidal height was determined by GPS observations
 OQ0925.and is referenced to NAD 83.
 OQ0925
 OQ0925. The following values were computed from the NAD 83(1996) position.
 OQ0925
 OQ0925;                    North         East     Units Scale Factor Converg.
 OQ0925;SPC SD S     -   177,577.997   817,091.149   MT  0.99991893   +1 51 52.4
 OQ0925;SPC SD S     -   582,603.81  2,680,739.88   sFT  0.99991893   +1 51 52.4
 OQ0925;UTM  14      - 4,861,678.363   609,982.453   MT  0.99974877   +0 56 58.9
 OQ0925
 OQ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0925!SPC SD S     -   0.99993588  x   0.99991893  =   0.99985481
 OQ0925!UTM  14      -   0.99993588  x   0.99974877  =   0.99968466
 OQ0925
 OQ0925:                Primary Azimuth Mark                     Grid Az
 OQ0925:SPC SD S     -  CALDWELL                                 014 37 32.0
 OQ0925:UTM  14      -  CALDWELL                                 015 32 25.5
 OQ0925
 OQ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0998261678(NAD 83)
 OQ0925
 OQ0925|---------------------------------------------------------------------|
 OQ0925| PID    Reference Object                     Distance      Geod. Az  |
 OQ0925|                                                           dddmmss.s |
 OQ0925| PR0908 VILAS WINDMILL                      APPROX.12.7 KM 0111841.0 |
 OQ0925| PR0906 VILAS ELEVATOR                      APPROX.12.5 KM 0120112.9 |
 OQ0925| PR0904 CALDWELL                            APPROX.23.3 KM 0162924.4 |
 OQ0925| PR0905 HOWARD CATHOLIC CHURCH SPIRE        APPROX.15.1 KM 0321531.9 |
 OQ0925| PR0911 HOWARD COURTHOUSE DOME              APPROX.15.3 KM 0325834.2 |
 OQ0925| PR0910 HOWARD CONG CH SPIRE                APPROX.15.0 KM 0330826.7 |
 OQ0925| PR0907 HOWARD METHODIST CHURCH SPIRE       APPROX.14.8 KM 0333138.0 |
 OQ0925| PR0909 HOWARD ELEVATOR CENTER              APPROX.14.6 KM 0342609.4 |
 OQ0925| OQ0884 CANOVA OPEN BELFRY                  APPROX.10.7 KM 1010933.4 |
 OQ0925| OQ0921 CANOVA ELEVATOR LEAD COLORED        APPROX.10.3 KM 1015256.5 |
 OQ0925| OQ0922 DOVER CHURCH TOADSTOOL SPIRE        APPROX.10.3 KM 1510406.3 |
 OQ0925| OQ0933 FARMER CATHOLIC CHURCH SPIRE        APPROX.19.9 KM 1932253.3 |
 OQ0925| OQ0923 EPIPHANY WATER WORKS TANK           APPROX. 6.4 KM 2021111.9 |
 OQ0925| OQ0924 EPIPHANY CHURCH SPIRE               APPROX. 6.2 KM 2033128.3 |
 OQ0925| PR0912 ROSWELL CHURCH SPIRE                APPROX.12.9 KM 3361551.1 |
 OQ0925| CO3564 REESE RM                            APPROX. 0.8 KM 3595933.8 |
 OQ0925|---------------------------------------------------------------------|
 OQ0925
 OQ0925                          SUPERSEDED SURVEY CONTROL
 OQ0925
 OQ0925  ELLIP H (03/16/99)  408.926  (m)                       GP(       ) 4 1
 OQ0925  NAD 83(1996)-  43 54 00.03019(N)    097 37 49.82970(W) AD(       ) 1
 OQ0925  ELLIP H (01/23/98)  408.869  (m)                       GP(       ) 4 1
 OQ0925  ELLIP H (08/18/97)  408.880  (m)                       GP(       ) 4 1
 OQ0925  NAD 83(1986)-  43 54 00.04132(N)    097 37 49.79496(W) AD(       ) 1
 OQ0925  NAD 27      -  43 54 00.13300(N)    097 37 48.53800(W) AD(       ) 1
 OQ0925  USSD        -  43 54 00.30600(N)    097 37 48.94300(W) AD(       ) 3
 OQ0925  NGVD 29 (06/26/92)  434.8    (m)  UNKNOWN  model used  GPS OBS        
 OQ0925  NGVD 29 (07/19/86)  435.1    (m)         1427.     (f) VERT ANG       
 OQ0925
 OQ0925.Superseded values are not recommended for survey control.
 OQ0925
 OQ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0925.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0925
 OQ0925_MARKER: N = NAIL
 OQ0925_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0925_MARK LOGO: CGS
 OQ0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0925+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 OQ0925
 OQ0925  HISTORY     - Date     Condition        Report By
 OQ0925  HISTORY     - 1903     MONUMENTED       CGS
 OQ0925  HISTORY     - 1903     GOOD             CGS
 OQ0925  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0925  HISTORY     - 19910920 GOOD             NGS
 OQ0925  HISTORY     - 19911006 GOOD             NGS
 OQ0925
 OQ0925                          STATION DESCRIPTION
 OQ0925
 OQ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0925'IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SEC. 14, T.
 OQ0925'105 N., R. 57 W., ON THE EAST-AND-WEST LINE BETWEEN THE NORTHEAST
 OQ0925'AND SOUTHEAST QUARTER SECTIONS, ON THE WEST SIDE OF THE ROAD,
 OQ0925'20.15 METERS WEST OF THE WIRE FENCE WHICH IS ON THE EAST SIDE
 OQ0925'OF THE ROAD.  THE STATION IS MARKED BY A NAIL IN TILEPIPE.
 OQ0925'THE REFERENCE MARK BEING JUST WITHIN THE FENCE CORNER AT THE
 OQ0925'NORTHEAST CORNER OF THIS SECTION (14) AND 797.549 METERS FROM
 OQ0925'THE STATION N 180 DEG E.  IT IS 0.45
 OQ0925'METER LOWER IN ELEVATION THAN THE STATION.  THE NORTHEAST
 OQ0925'CORNER OF THE SECTION (14) IS 12.58 METERS FROM THE
 OQ0925'REFERENCE MARK AND IS CONNECTED WITH THE STATION.  THE
 OQ0925'FOLLOWING BEARINGS AND DISTANCES ARE FROM THE
 OQ0925'TRIANGULATION STATION--BRUCE JAMESONS HOUSE, CENTER
 OQ0925'CHIMNEY, N 25 DEG 15 MIN E, ABOUT 100 METERS.
 OQ0925'T.L. CLARKS HOUSE, CENTER CHIMNEY, S 04 DEG 26 MIN W,
 OQ0925'ABOUT 850 METERS.  T.P. REESES HOUSE, CENTER CHIMNEY,
 OQ0925'N 72 DEG 32 MIN W, ABOUT 700 METERS.
 OQ0925
 OQ0925                          STATION RECOVERY (1903)
 OQ0925
 OQ0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1903
 OQ0925'RECOVERED IN GOOD CONDITION.
 OQ0925
 OQ0925                          STATION RECOVERY (1935)
 OQ0925
 OQ0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0925'SIX AND ONE HALF MILES WEST AND 1-1/2 MILES NORTH OF CANOVA.  STATION
 OQ0925'RECOVERED MAY 13, 1935.  SURFACE AND REFERENCE MARKS ARE NAILS IN
 OQ0925'TERRA-COTTA PIPES FILLED WITH AND SET IN CONCRETE.  IN BOTH
 OQ0925'CASES STEEL FENCE CORNER-POSTS EMBEDDED IN CONCRETE HAVE BEEN
 OQ0925'SET AGAINST THE MARKS, AND WHILE THERE IS NO ACTUAL EVIDENCE THAT
 OQ0925'THEY HAVE BEEN DISTURBED, THEY MAY HAVE BEEN MOVED VERY SLIGHTLY
 OQ0925'IN STRETCHING THE FENCE.  BOTH SURFACE AND REFERENCE MARKS WERE
 OQ0925'BURIED BENEATH ABOUT 2 INCHES OF DRIFTING SOIL.
 OQ0925'
 OQ0925'STATION IS AT NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SEC.
 OQ0925'14, T. 105 N., R. 57 W., ON LAND OWNED BY MRS. WM. DOTY AND
 OQ0925'OCCUPIED BY THE MENTLE BROTHERS.  IT IS 34 FEET WEST OF THE
 OQ0925'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF THE FENCE LINE ON
 OQ0925'EAST-AND-WEST CENTER LINE OF SECTION, AND 0.5 FOOT WEST OF WEST
 OQ0925'RIGHT-OF-WAY FENCE.
 OQ0925'
 OQ0925'REFERENCE MARK IS AT THE NORTHEAST CORNER OF THE SECTION IN
 OQ0925'PUBLIC-ROAD RIGHT OF WAY, 29 FEET WEST OF THE CENTER LINE OF
 OQ0925'NORTH-AND SOUTH ROAD, 1.5 FEET EAST OF WEST RIGHT-OF-WAY FENCE
 OQ0925'AND IN LINE WITH SOUTH RIGHT-OF-WAY FENCE, AND 1/2 MILE NORTH OF
 OQ0925'THE STATION.
 OQ0925'
 OQ0925'AZIMUTH MARKS--EXCAVATION AT INTERSECTION, SEC. 14 NE. CORNER,
 OQ0925'FAILED TO REVEAL THE MARK.  THE MARK WHICH WAS A CHIMNEY OF
 OQ0925'T.L. CLARKS (NOW SEFERIN MENTLES) HOUSE IS NO LONGER GOOD, AS
 OQ0925'NEW BUILDINGS HAVE BEEN ERECTED HERE.  T.P. REESES (NOW MENTLES)
 OQ0925'HOUSE REMAINS THE SAME AS IN 1903 AND THE OLD MARK IS GOOD.
 OQ0925'THE CHIMNEY HAS BEEN REMOVED FROM BRUCE JONUSONS HOUSE AND THE
 OQ0925'MARK IS THEREFORE LOST.
 OQ0925
 OQ0925                          STATION RECOVERY (1991)
 OQ0925
 OQ0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0925'STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) WEST-NORTHWEST OF CANOVA, IN
 OQ0925'THE WEST RIGHT-OF-WAY FENCE LINE OF A NORTH-SOUTH SECTION LINE ROAD
 OQ0925'AND 61 M (200.1 FT) SOUTHWEST OF AN ABANDONED TWO STORY FARM HOUSE.
 OQ0925'OWNERSHIP--IN 1935 BY MRS. DOTY AND OCCUPIED BY THE MENTLE BROTHERS.
 OQ0925'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH-SOUTH AND
 OQ0925'EAST-WEST PAVED ROADS AT THE FOUR-WAY STOP LOCATED AT THE SOUTHWEST
 OQ0925'CORNER OF THE SMALL TOWN OF CANOVA, GO WEST ON PAVED ROAD FOR 9.65 KM
 OQ0925'(6.00 MI) TO A GRAVEL CROSSROAD. TURN RIGHT, NORTH, ON GRAVEL SECTION
 OQ0925'LINE ROAD FOR 2.49 KM (1.55 MI) TO THE STATION ON THE LEFT AT THE
 OQ0925'NORTH-SOUTH AND EAST-WEST FENCE LINE JUNCTION.
 OQ0925'STATION IS A NAIL SET IN TOP CENTER OF CONCRETE INSIDE A TERRA-COTTA
 OQ0925'PIPE LOCATED 9.9 M (32.5 FT) WEST FROM THE CENTER OF THE GRAVEL ROAD,
 OQ0925'0.15 M (0.49 FT) WEST FROM A FIBERGLASS WITNESS POST, 0.31 M
 OQ0925'(1.02 FT) SOUTH FROM AN IRON FENCE CORNER POST, IN LINE WITH THE
 OQ0925'NORTH-SOUTH FENCE LINE AND FLUSH WITH THE GROUND.
 OQ0925
 OQ0925                          STATION RECOVERY (1991)
 OQ0925
 OQ0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0925'STATION IS ABOUT 10.8 KM (6.7 MI) WEST-NORTHWEST OF CANOVA, IN THE
 OQ0925'WEST RIGHT-OF-WAY FENCE LINE OF A NORTH-SOUTH SECTION LINE ROAD AND
 OQ0925'61 M (200.1 FT) SOUTHWEST OF AN ABANDONDED TWO STORY FARM HOUSE.
 OQ0925'OWNERSHIP--IN 1935 BY MRS. DOTY AND OCCUPIED BY THE MENTLE BROTHERS.
 OQ0925'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH-SOUTH AND
 OQ0925'EAST-WEST PAVED ROADS AT THE FOUR-WAY STOP LOCATED AT THE SOUTHWEST
 OQ0925'CORNER OF THE SMALL TOWN OF CANOVA, GO WEST ON PAVED ROAD FOR 9.65 KM
 OQ0925'(6.00 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT, NORTH, ON GRAVEL
 OQ0925'SECTION LINE ROAD FOR 2.49 KM (1.55 MI) TO THE STATION ON THE LEFT AT
 OQ0925'THE NORTH-SOUTH AND EAST-WEST FENCE LINE JUNCTION.
 OQ0925'STATION IS A NAIL SET IN TOP CENTER OF CONCRETE INSIDE A TERRA COTTA
 OQ0925'PIPE LOCATED 9.9 M (32.5 FT) WEST FROM THE CENTER OF THE GRAVEL ROAD,
 OQ0925'0.15 M (0.49 FT) WEST FROM A FIBERGLASS WITNESS POST, 0.31 M
 OQ0925'(1.02 FT) SOUTH FROM AN IRON FENCE CORNER POST, IN LINE WITH THE
 OQ0925'NORTH-SOUTH FENCE LINE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0904 ***********************************************************************
 QS0904  DESIGNATION -  REEVES 2
 QS0904  PID         -  QS0904
 QS0904  STATE/COUNTY-  SD/ZIEBACH
 QS0904  COUNTRY     -  US
 QS0904  USGS QUAD   -  IRISH CREEK NW (2017)
 QS0904
 QS0904                         *CURRENT SURVEY CONTROL
 QS0904  ______________________________________________________________________
 QS0904* NAD 83(1996) POSITION- 45 23 12.22144(N) 101 38 56.68112(W)   NO CHECK
 QS0904* NAVD 88 ORTHO HEIGHT -   719.763 (meters)     2361.42  (feet) ADJUSTED
 QS0904  ______________________________________________________________________
 QS0904  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 QS0904  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 QS0904  DYNAMIC HEIGHT  -        719.653 (meters)     2361.06  (feet) COMP
 QS0904  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 QS0904
 QS0904  HORZ ORDER      -  THIRD
 QS0904  VERT ORDER      -  FIRST     CLASS II
 QS0904
 QS0904.The horizontal coordinates were established by classical geodetic methods
 QS0904.and adjusted by the National Geodetic Survey in January 1998.
 QS0904
 QS0904.No horizontal observational check was made to the station.
 QS0904
 QS0904.The orthometric height was determined by differential leveling and
 QS0904.adjusted by the NATIONAL GEODETIC SURVEY
 QS0904.in April 2000.
 QS0904
 QS0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0904.GEOID18 height accuracy estimate available here.
 QS0904
 QS0904.Click photographs - Photos may exist for this station.
 QS0904
 QS0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0904
 QS0904.The dynamic height is computed by dividing the NAVD 88
 QS0904.geopotential number by the normal gravity value computed on the
 QS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0904.degrees latitude (g = 980.6199 gals.).
 QS0904
 QS0904.The modeled gravity was interpolated from observed gravity values.
 QS0904
 QS0904. The following values were computed from the NAD 83(1996) position.
 QS0904
 QS0904;                    North         East     Units Scale Factor Converg.
 QS0904;SPC SD N     -   173,934.759   470,867.647   MT  0.99995624   -1 10 01.6
 QS0904;SPC SD N     -   570,650.96  1,544,838.27   sFT  0.99995624   -1 10 01.6
 QS0904;UTM  14      - 5,029,326.396   292,622.322   MT  1.00012879   -1 53 11.2
 QS0904
 QS0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0904!SPC SD N     -   0.99989032  x   0.99995624  =   0.99984656
 QS0904!UTM  14      -   0.99989032  x   1.00012879  =   1.00001909
 QS0904
 QS0904:                Primary Azimuth Mark                     Grid Az
 QS0904:SPC SD N     -  REEVES 2 RM 5 AZ MK                      102 55 31.1
 QS0904:UTM  14      -  REEVES 2 RM 5 AZ MK                      103 38 40.7
 QS0904
 QS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9262229326(NAD 83)
 QS0904
 QS0904|---------------------------------------------------------------------|
 QS0904| PID    Reference Object                     Distance      Geod. Az  |
 QS0904|                                                           dddmmss.s |
 QS0904| AI2567 REEVES 2 RM 3                        13.065 METERS 10130     |
 QS0904| AI3901 REEVES 2 RM 5 AZ MK                                1014529.5 |
 QS0904| QS0903 REEVES                              125.124 METERS 18906     |
 QS0904| QS0905 REEVES 2 RM 4                        15.101 METERS 28153     |
 QS0904|---------------------------------------------------------------------|
 QS0904
 QS0904                          SUPERSEDED SURVEY CONTROL
 QS0904
 QS0904  NAD 83(1986)-  45 23 12.21301(N)    101 38 56.67957(W) AD(       ) 3
 QS0904  NAD 27      -  45 23 12.33110(N)    101 38 55.12023(W) AD(       ) 3
 QS0904  NGVD 29 (07/19/86)  709.1    (m)         2326.     (f) VERT ANG       
 QS0904
 QS0904.Superseded values are not recommended for survey control.
 QS0904
 QS0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0904.See file dsdata.pdf to determine how the superseded data were derived.
 QS0904
 QS0904_MARKER: DH = HORIZONTAL CONTROL DISK
 QS0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0904_STAMPING: REEVES 2 1974
 QS0904_MARK LOGO: NGS
 QS0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0904+STABILITY: SURFACE MOTION
 QS0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0904+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0904
 QS0904  HISTORY     - Date     Condition        Report By
 QS0904  HISTORY     - 1974     MONUMENTED       NGS
 QS0904  HISTORY     - 19990622 GOOD             NGS
 QS0904
 QS0904                          STATION DESCRIPTION
 QS0904
 QS0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QS0904'DISTANCE R.M. NO. 3 TO R.M. NO. 4 NOT MEASURED.
 QS0904'
 QS0904'THE STATION IS LOCATED ABOUT 11 MILES WEST OF ISABEL AND 7 MILES
 QS0904'EAST OF GLAD VALLEY, AT THE TOP OF THE BACKSLOPE, ON THE TOP OF A
 QS0904'HILL IN PASTURE LAND ALONG THE NORTH SIDE OF STATE HIGHWAY 20,
 QS0904'ON PROPERTY OF MR. FRED BEER.  IT IS IN SECTION 34, T 17 N,
 QS0904'R 20 E.
 QS0904'
 QS0904'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 QS0904'HIGHWAY 20 IN GLAD VALLEY, GO EAST ON HIGHWAY 20 FOR 6.8 MILES
 QS0904'TO A LARGE CUT-BANK AND THE STATION ON THE LEFT AS DESCRIBED.
 QS0904'
 QS0904'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 20
 QS0904'FOR 0.45 MILE TO THE FRED BEER FARMSTEAD AND THE AZIMUTH MARK
 QS0904'ON THE RIGHT AS DESCRIBED.
 QS0904'
 QS0904'THE STATION MARK IS A STANDARD DISK STAMPED REEVES 2 1974, SET
 QS0904'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT
 QS0904'IS 322 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 1.9 FEET NORTH
 QS0904'OF A METAL WITNESS POST.
 QS0904'
 QS0904'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED REEVES 2 NO 3
 QS0904'1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 QS0904'WITH THE GROUND.  IT IS 312 FEET NORTH OF THE CENTER OF THE
 QS0904'HIGHWAY, AND 44 FEET EAST OF THE METAL WITNESS POST, AT STATE
 QS0904'HIGHWAY STATION 161 + 00.
 QS0904'
 QS0904'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED REEVES 2 NO 4
 QS0904'1974, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 QS0904'IS 332 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 49 FEET WEST
 QS0904'OF THE METAL WITNESS POST.
 QS0904'
 QS0904'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED REEVES 2
 QS0904'NO 5 1974 AZ, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0904'6-INCHES.  IT IS 160 FEET WEST OF THE CENTER OF THE FARMSTEAD
 QS0904'DRIVEWAY, 116 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1-FOOT
 QS0904'EAST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, AT THE
 QS0904'NORTHWEST CORNER OF A SHELTER BELT, IN SECTION 2, T 16 N, R 20
 QS0904'E.
 QS0904'
 QS0904'NEAREST TOWN--GLAD VALLEY.
 QS0904
 QS0904                          STATION RECOVERY (1999)
 QS0904
 QS0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0904'17.9 KM (11.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QS0904'OFFICE IN ISABEL, 857.6 M (2813.6 FT) EAST OF MILEPOST 129, 97.8 M
 QS0904'(320.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 67.2 M (220.5 FT) NORTH OF
 QS0904'A WITNESS POST AND FENCE, 15.1 M (49.5 FT) EAST OF REFERENCE MARK 4,
 QS0904'13.0 M (42.7 FT) WEST OF REFERENCE MARK 3, 3.6 M (11.8 FT) SOUTH OF
 QS0904'THE SOUTHWEST CORNER OF A CORRAL, 3.0 M (9.8 FT) ABOVE THE LEVEL OF
 QS0904'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0904'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ADOLPH BEER, BOX 237,
 QS0904'ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2567 ***********************************************************************
 AI2567  DESIGNATION -  REEVES 2 RM 3
 AI2567  PID         -  AI2567
 AI2567  STATE/COUNTY-  SD/ZIEBACH
 AI2567  COUNTRY     -  US
 AI2567  USGS QUAD   -  IRISH CREEK NW (2017)
 AI2567
 AI2567                         *CURRENT SURVEY CONTROL
 AI2567  ______________________________________________________________________
 AI2567* NAD 83(1986) POSITION- 45 23 12.14   (N) 101 38 56.09   (W)   HD_HELD1
 AI2567* NAVD 88 ORTHO HEIGHT -   719.719 (meters)     2361.28  (feet) ADJUSTED
 AI2567  ______________________________________________________________________
 AI2567  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 AI2567  DYNAMIC HEIGHT  -        719.609 (meters)     2360.92  (feet) COMP
 AI2567  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 AI2567
 AI2567  VERT ORDER      -  FIRST     CLASS II
 AI2567
 AI2567.The horizontal coordinates were determined by differentially corrected
 AI2567.hand held GPS observations or other comparable positioning techniques
 AI2567.and have an estimated accuracy of +/- 3 meters.
 AI2567
 AI2567.The orthometric height was determined by differential leveling and
 AI2567.adjusted by the NATIONAL GEODETIC SURVEY
 AI2567.in April 2000.
 AI2567
 AI2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2567.GEOID18 height accuracy estimate available here.
 AI2567
 AI2567.Click photographs - Photos may exist for this station.
 AI2567
 AI2567.The dynamic height is computed by dividing the NAVD 88
 AI2567.geopotential number by the normal gravity value computed on the
 AI2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2567.degrees latitude (g = 980.6199 gals.).
 AI2567
 AI2567.The modeled gravity was interpolated from observed gravity values.
 AI2567
 AI2567;                    North         East    Units  Estimated Accuracy
 AI2567;SPC SD N     -   173,932.0     470,880.5     MT  (+/- 3 meters HH1 GPS) 
 AI2567
 AI2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9263529323(NAD 83)
 AI2567
 AI2567                          SUPERSEDED SURVEY CONTROL
 AI2567
 AI2567.No superseded survey control is available for this station.
 AI2567
 AI2567_MARKER: DR = REFERENCE MARK DISK
 AI2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2567_STAMPING: REEVES 2 NO 3 1974
 AI2567_MARK LOGO: NGS
 AI2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2567+STABILITY: SURFACE MOTION
 AI2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2567+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI2567
 AI2567  HISTORY     - Date     Condition        Report By
 AI2567  HISTORY     - 1974     MONUMENTED       NGS
 AI2567  HISTORY     - 19990622 GOOD             NGS
 AI2567
 AI2567                          STATION DESCRIPTION
 AI2567
 AI2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2567'17.9 KM (11.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI2567'OFFICE IN ISABEL, 870.6 M (2856.3 FT) EAST OF MILEPOST 129, 97.8 M
 AI2567'(320.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 67.2 M (220.5 FT) NORTH OF
 AI2567'A FENCE, 13.0 M (42.7 FT) EAST OF THE STATION MARK, 4.2 M (13.8 FT)
 AI2567'SOUTH OF THE SOUTHEAST CORNER OF A CORRAL, 3.0 M (9.8 FT) ABOVE THE
 AI2567'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI2567'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ADOLPH BEER, BOX
 AI2567'237, ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0905 ***********************************************************************
 QS0905  DESIGNATION -  REEVES 2 RM 4
 QS0905  PID         -  QS0905
 QS0905  STATE/COUNTY-  SD/ZIEBACH
 QS0905  COUNTRY     -  US
 QS0905  USGS QUAD   -  IRISH CREEK NW (2017)
 QS0905
 QS0905                         *CURRENT SURVEY CONTROL
 QS0905  ______________________________________________________________________
 QS0905* NAD 83(1996) POSITION- 45 23 12.32213(N) 101 38 57.36042(W)   NO CHECK
 QS0905* NAVD 88 ORTHO HEIGHT -   719.795 (meters)     2361.53  (feet) ADJUSTED
 QS0905  ______________________________________________________________________
 QS0905  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 QS0905  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 QS0905  DYNAMIC HEIGHT  -        719.686 (meters)     2361.17  (feet) COMP
 QS0905  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 QS0905
 QS0905  HORZ ORDER      -  THIRD
 QS0905  VERT ORDER      -  FIRST     CLASS II
 QS0905
 QS0905.The horizontal coordinates were established by classical geodetic methods
 QS0905.and adjusted by the National Geodetic Survey in January 1998.
 QS0905
 QS0905.No horizontal observational check was made to the station.
 QS0905
 QS0905.The orthometric height was determined by differential leveling and
 QS0905.adjusted by the NATIONAL GEODETIC SURVEY
 QS0905.in April 2000.
 QS0905
 QS0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0905.GEOID18 height accuracy estimate available here.
 QS0905
 QS0905.Click photographs - Photos may exist for this station.
 QS0905
 QS0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0905
 QS0905.The dynamic height is computed by dividing the NAVD 88
 QS0905.geopotential number by the normal gravity value computed on the
 QS0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0905.degrees latitude (g = 980.6199 gals.).
 QS0905
 QS0905.The modeled gravity was interpolated from observed gravity values.
 QS0905
 QS0905. The following values were computed from the NAD 83(1996) position.
 QS0905
 QS0905;                    North         East     Units Scale Factor Converg.
 QS0905;SPC SD N     -   173,938.167   470,852.936   MT  0.99995624   -1 10 02.1
 QS0905;SPC SD N     -   570,662.14  1,544,790.01   sFT  0.99995624   -1 10 02.1
 QS0905;UTM  14      - 5,029,329.989   292,607.652   MT  1.00012886   -1 53 11.7
 QS0905
 QS0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0905!SPC SD N     -   0.99989031  x   0.99995624  =   0.99984656
 QS0905!UTM  14      -   0.99989031  x   1.00012886  =   1.00001916
 QS0905
 QS0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9260729329(NAD 83)
 QS0905
 QS0905                          SUPERSEDED SURVEY CONTROL
 QS0905
 QS0905  NAD 83(1986)-  45 23 12.31376(N)    101 38 57.35913(W) AD(       ) 3
 QS0905  NAD 27      -  45 23 12.43179(N)    101 38 55.79952(W) AD(       ) 3
 QS0905  NGVD 29 (07/19/86)  709.2    (m)         2327.     (f) VERT ANG       
 QS0905
 QS0905.Superseded values are not recommended for survey control.
 QS0905
 QS0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0905.See file dsdata.pdf to determine how the superseded data were derived.
 QS0905
 QS0905_MARKER: DR = REFERENCE MARK DISK
 QS0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0905_STAMPING: REEVES 2 NO 4 1974
 QS0905_MARK LOGO: NGS
 QS0905_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0905+STABILITY: SURFACE MOTION
 QS0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0905+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0905
 QS0905  HISTORY     - Date     Condition        Report By
 QS0905  HISTORY     - 1974     MONUMENTED       NGS
 QS0905  HISTORY     - 19990622 GOOD             NGS
 QS0905
 QS0905                          STATION DESCRIPTION
 QS0905
 QS0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QS0905'THE STATION REEVES 2 IS LOCATED ABOUT 11 MILES WEST OF ISABEL AND 7
 QS0905'MILES EAST OF GLAD VALLEY, AT THE TOP OF THE BACKSLOPE, ON THE TOP OF
 QS0905'A HILL IN PASTURE LAND ALONG THE NORTH SIDE OF STATE HIGHWAY
 QS0905'20, ON PROPERTY OF MR. FRED BEER.  IT IS IN SECTION 34, T 17 N,
 QS0905'R 20 E.
 QS0905'
 QS0905'TO REACH THE STATION REEVES 2 FROM THE JUNCTION OF MAIN STREET AND
 QS0905'STATE HIGHWAY 20 IN GLAD VALLEY, GO EAST ON HIGHWAY 20 FOR 6.8 MILES
 QS0905'TO A LARGE CUT-BANK AND THE STATION ON THE LEFT AS DESCRIBED.
 QS0905'
 QS0905'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED REEVES 2 NO 4 1974,
 QS0905'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 332
 QS0905'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 49 FEET WEST OF THE
 QS0905'METAL WITNESS POST.
 QS0905'
 QS0905'NEAREST TOWN--GLAD VALLEY.
 QS0905
 QS0905                          STATION RECOVERY (1999)
 QS0905
 QS0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0905'17.9 KM (11.10 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QS0905'OFFICE IN ISABEL, 842.5 M (2764.1 FT) EAST OF MILEPOST 129, 97.8 M
 QS0905'(320.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 67.2 M (220.5 FT) NORTH OF
 QS0905'A FENCE, 15.1 M (49.5 FT) WEST OF THE STATION MARK, 3.0 M (9.8 FT)
 QS0905'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 QS0905'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ADOLPH
 QS0905'BEER, BOX 237, ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI3901 ***********************************************************************
 AI3901  DESIGNATION -  REEVES 2 RM 5 AZ MK
 AI3901  PID         -  AI3901
 AI3901  STATE/COUNTY-  SD/ZIEBACH
 AI3901  COUNTRY     -  US
 AI3901  USGS QUAD   -  IRISH CREEK NW (2017)
 AI3901
 AI3901                         *CURRENT SURVEY CONTROL
 AI3901  ______________________________________________________________________
 AI3901* NAD 83(1986) POSITION- 45 23 07.     (N) 101 38 28.     (W)   SCALED
 AI3901* NAVD 88 ORTHO HEIGHT -   721.446 (meters)     2366.94  (feet) ADJUSTED
 AI3901  ______________________________________________________________________
 AI3901  GEOID HEIGHT    -        -20.113 (meters)                     GEOID18
 AI3901  DYNAMIC HEIGHT  -        721.336 (meters)     2366.58  (feet) COMP
 AI3901  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 AI3901
 AI3901  VERT ORDER      -  FIRST     CLASS II
 AI3901
 AI3901.The horizontal coordinates were scaled from a map and have
 AI3901.an estimated accuracy of +/- 6 seconds.
 AI3901
 AI3901.The orthometric height was determined by differential leveling and
 AI3901.adjusted by the NATIONAL GEODETIC SURVEY
 AI3901.in April 2000.
 AI3901
 AI3901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3901.GEOID18 height accuracy estimate available here.
 AI3901
 AI3901.Click photographs - Photos may exist for this station.
 AI3901
 AI3901.The dynamic height is computed by dividing the NAVD 88
 AI3901.geopotential number by the normal gravity value computed on the
 AI3901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3901.degrees latitude (g = 980.6199 gals.).
 AI3901
 AI3901.The modeled gravity was interpolated from observed gravity values.
 AI3901
 AI3901;                    North         East    Units  Estimated Accuracy
 AI3901;SPC SD N     -   173,760.      471,490.      MT  (+/- 180 meters Scaled)
 AI3901
 AI3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR932291(NAD 83)
 AI3901
 AI3901                          SUPERSEDED SURVEY CONTROL
 AI3901
 AI3901.No superseded survey control is available for this station.
 AI3901
 AI3901_MARKER: DR = REFERENCE MARK DISK
 AI3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3901_STAMPING: REEVES 2 NO 5 1974 AZ
 AI3901_MARK LOGO: NGS
 AI3901_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3901+STABILITY: SURFACE MOTION
 AI3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3901+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 AI3901
 AI3901  HISTORY     - Date     Condition        Report By
 AI3901  HISTORY     - 1974     MONUMENTED       NGS
 AI3901  HISTORY     - 19990622 GOOD             NGS
 AI3901
 AI3901                          STATION DESCRIPTION
 AI3901
 AI3901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3901'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI3901'OFFICE IN ISABEL, 126.8 M (416.0 FT) WEST OF MILEPOST 130, 32.7 M
 AI3901'(107.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) SOUTH OF A
 AI3901'T-FENCE CORNER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M
 AI3901'(1.3 FT) EAST OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND
 AI3901'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AI3901'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ADOLPH BEER, BOX 237,
 AI3901'ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1937 ***********************************************************************
 PU1937  DESIGNATION -  REFUGE
 PU1937  PID         -  PU1937
 PU1937  STATE/COUNTY-  SD/BUTTE
 PU1937  COUNTRY     -  US
 PU1937  USGS QUAD   -  FRUITDALE (2017)
 PU1937
 PU1937                         *CURRENT SURVEY CONTROL
 PU1937  ______________________________________________________________________
 PU1937* NAD 83(1986) POSITION- 44 41 12.     (N) 103 41 54.     (W)   SCALED
 PU1937* NAVD 88 ORTHO HEIGHT -   921.181 (meters)     3022.24  (feet) ADJUSTED
 PU1937  ______________________________________________________________________
 PU1937  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 PU1937  DYNAMIC HEIGHT  -        920.940 (meters)     3021.45  (feet) COMP
 PU1937  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1937
 PU1937  VERT ORDER      -  SECOND    CLASS 0
 PU1937
 PU1937.The horizontal coordinates were scaled from a map and have
 PU1937.an estimated accuracy of +/- 6 seconds.
 PU1937
 PU1937.The orthometric height was determined by differential leveling and
 PU1937.adjusted by the NATIONAL GEODETIC SURVEY
 PU1937.in June 1991.
 PU1937
 PU1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1937.GEOID18 height accuracy estimate available here.
 PU1937
 PU1937.Click photographs - Photos may exist for this station.
 PU1937
 PU1937.The dynamic height is computed by dividing the NAVD 88
 PU1937.geopotential number by the normal gravity value computed on the
 PU1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1937.degrees latitude (g = 980.6199 gals.).
 PU1937
 PU1937.The modeled gravity was interpolated from observed gravity values.
 PU1937
 PU1937;                    North         East    Units  Estimated Accuracy
 PU1937;SPC SD N     -   101,520.      306,930.      MT  (+/- 180 meters Scaled)
 PU1937
 PU1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK031489(NAD 83)
 PU1937
 PU1937                          SUPERSEDED SURVEY CONTROL
 PU1937
 PU1937  NGVD 29 (??/??/92)  920.703  (m)         3020.67   (f) ADJ UNCH    2 0
 PU1937
 PU1937.Superseded values are not recommended for survey control.
 PU1937
 PU1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1937.See file dsdata.pdf to determine how the superseded data were derived.
 PU1937
 PU1937_MARKER: DS = TRIANGULATION STATION DISK
 PU1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1937_STAMPING: REFUGE 1962
 PU1937_MARK LOGO: CGS
 PU1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1937+STABILITY: SURFACE MOTION
 PU1937
 PU1937  HISTORY     - Date     Condition        Report By
 PU1937  HISTORY     - 1962     MONUMENTED       CGS
 PU1937  HISTORY     - 1963     GOOD             CGS
 PU1937
 PU1937                          STATION DESCRIPTION
 PU1937
 PU1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1937'1.2 MI N FROM FRUITDALE.
 PU1937'ABOUT 1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU1937'AT FRUITDALE, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF THE
 PU1937'ROAD AND U.S. HIGHWAY 212, IN THE EAST EDGE OF A FIELD, 48 FEET
 PU1937'WEST OF THE CENTERLINE OF THE ROAD, 4.2 FEET NORTH OF A METAL
 PU1937'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU1937'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1076 ***********************************************************************
 PT1076  DESIGNATION -  REFUGE
 PT1076  PID         -  PT1076
 PT1076  STATE/COUNTY-  SD/SULLY
 PT1076  COUNTRY     -  US
 PT1076  USGS QUAD   -  NO HEART CREEK SW (2017)
 PT1076
 PT1076                         *CURRENT SURVEY CONTROL
 PT1076  ______________________________________________________________________
 PT1076* NAD 83(1996) POSITION- 44 47 35.10383(N) 100 39 39.96853(W)   ADJUSTED
 PT1076* NAVD 88 ORTHO HEIGHT -   561.    (meters)     1841.    (feet) SCALED
 PT1076  ______________________________________________________________________
 PT1076  GEOID HEIGHT    -        -22.234 (meters)                     GEOID18
 PT1076  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 PT1076  HORZ ORDER      -  SECOND
 PT1076
 PT1076.The horizontal coordinates were established by classical geodetic methods
 PT1076.and adjusted by the National Geodetic Survey in January 1998.
 PT1076
 PT1076.The orthometric height was scaled from a topographic map.
 PT1076
 PT1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1076.GEOID18 height accuracy estimate available here.
 PT1076
 PT1076.Click photographs - Photos may exist for this station.
 PT1076
 PT1076.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1076
 PT1076. The following values were computed from the NAD 83(1996) position.
 PT1076
 PT1076;                    North         East     Units Scale Factor Converg.
 PT1076;SPC SD N     -   106,863.063   547,690.139   MT  0.99994921   -0 28 04.4
 PT1076;SPC SD N     -   350,599.90  1,796,880.06   sFT  0.99994921   -0 28 04.4
 PT1076;SPC SD S     -   273,334.265   574,060.616   MT  1.00011772   -0 13 34.0
 PT1076;SPC SD S     -   896,764.17  1,883,397.20   sFT  1.00011772   -0 13 34.0
 PT1076;UTM  14      - 4,961,307.206   368,609.211   MT  0.99981229   -1 10 13.8
 PT1076
 PT1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1076!SPC SD N     -   0.99991547  x   0.99994921  =   0.99986469
 PT1076!SPC SD S     -   0.99991547  x   1.00011772  =   1.00003318
 PT1076!UTM  14      -   0.99991547  x   0.99981229  =   0.99972778
 PT1076
 PT1076:                Primary Azimuth Mark                     Grid Az
 PT1076:SPC SD N     -  REFUGE AZ MK                             147 13 05.4
 PT1076:SPC SD S     -  REFUGE AZ MK                             146 58 35.0
 PT1076:UTM  14      -  REFUGE AZ MK                             147 55 14.8
 PT1076
 PT1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6860961307(NAD 83)
 PT1076
 PT1076|---------------------------------------------------------------------|
 PT1076| PID    Reference Object                     Distance      Geod. Az  |
 PT1076|                                                           dddmmss.s |
 PT1076| CO6728 REFUGE RM 1                           7.553 METERS 03400     |
 PT1076| CO6729 REFUGE RM 2                           8.266 METERS 11736     |
 PT1076| CO6727 REFUGE AZ MK                                       1464501.0 |
 PT1076|---------------------------------------------------------------------|
 PT1076
 PT1076                          SUPERSEDED SURVEY CONTROL
 PT1076
 PT1076  NAD 83(1986)-  44 47 35.09749(N)    100 39 39.97044(W) AD(       ) 2
 PT1076  NAD 27      -  44 47 35.15300(N)    100 39 38.45000(W) AD(       ) 2
 PT1076
 PT1076.Superseded values are not recommended for survey control.
 PT1076
 PT1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1076.See file dsdata.pdf to determine how the superseded data were derived.
 PT1076
 PT1076_MARKER: DB = BENCH MARK DISK
 PT1076_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT1076_STAMPING: REFUGE 1945
 PT1076_MARK LOGO: USGS
 PT1076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1076
 PT1076  HISTORY     - Date     Condition        Report By
 PT1076  HISTORY     - 1945     MONUMENTED       USGS
 PT1076  HISTORY     - 19831024 GOOD             NGS
 PT1076
 PT1076                          STATION DESCRIPTION
 PT1076
 PT1076'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (FXP)
 PT1076'THE STATION IS LOCATED ABOUT 28 MILES WEST BY SOUTH OF AGAR, ABOUT
 PT1076'3-1/2 MILES NORTHEAST OF THE CONFLUENCE OF THE CHEYENNE AND MISSOURI
 PT1076'RIVERS, ON THE HIGHEST POINT OF A LONG NORTHWEST-SOUTHEAST RIDGE, 150
 PT1076'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE RIDGE THAT DROPS ABRUPTLY
 PT1076'TOWARD THE MISSOURI RIVER, 15 FEET EAST OF THE CENTERLINE OF A TRACK
 PT1076'ROAD, AND 5.8 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS IN THE
 PT1076'FORT SULLY GAME REFUGE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1076'REFUGE 1945.  THE DISK IS A STANDARD USGS BM DISK SET IN THE TOP OF A
 PT1076'4-INCH BY 4-INCH CONCRETE POST.
 PT1076'
 PT1076'REFERENCE MARK NO. 1 IS 24.78 FEET NORTH-NORTHEAST OF THE STATION, AND
 PT1076'24.3 FEET NORTH-NORTHEAST OF THE WITNESS POST.  IT PROJECTS 6 INCHES,
 PT1076'AND THE DISK IS STAMPED REFUGE 1945 NO 1 USGS.
 PT1076'
 PT1076'REFERENCE MARK NO. 2 IS 27.12 FEET EAST-SOUTHEAST OF THE STATION, AND
 PT1076'32.8 FEET EAST-SOUTHEAST OF THE WITNESS POST.  IT PROJECTS 6 INCHES,
 PT1076'AND THE DISK IS STAMPED REFUGE 1945 NO 2 USGS.
 PT1076'
 PT1076'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHEAST OF THE STATION, 7
 PT1076'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, AND 4 FEET
 PT1076'NORTH-NORTHEAST OF A WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK
 PT1076'IS STAMPED REFUGE 1945 USGS.
 PT1076'
 PT1076'TO REACH THE STATION FROM U.S. HIGHWAY 83 ABOUT 0.5 MILE WEST OF AGAR,
 PT1076'GO WEST ON A GRAVEL ROAD FOR 12.0 MILES.  THEN LEFT (SOUTH) FOR 5.9
 PT1076'MILES.  THEN RIGHT (WEST) FOR 7.1 MILES.  THEN LEFT (SOUTH) FOR 2.0
 PT1076'MILES.  THEN RIGHT (WEST) FOR 1.0 MILE.  THEN LEFT (SOUTH) FOR 1.0
 PT1076'MILE TO A FORK.  THEN RIGHT (WESTERLY) FOR 2.3 MILES.  THEN RIGHT
 PT1076'(NORTHERLY) FOR 0.5 MILE.  THEN LEFT (WEST) FOR 2.0 MILES.  THEN RIGHT
 PT1076'(NORTH) FOR 1.0 MILE.  THEN LEFT, WEST FOR 0.8 MILE TO A CATTLE GUARD
 PT1076'AND THE ENTRANCE TO THE FORT SULLY GAME REFUGE.  PASS THROUGH CATTLE
 PT1076'GUARD, CONTINUE ON THE MAIN ROAD FOR 3.9 MILES TO A SMALL WOODEN
 PT1076'BRIDGE.  CROSS BRIDGE, CONTINUE FOR ABOUT 75 YARDS TO A TRACK ROAD ON
 PT1076'THE RIGHT.  THEN RIGHT, NORTHERLY FOR 1.6 MILES TO THE CREST OF A
 PT1076'RIDGE.  THEN LEFT (WESTERLY) FOR 0.8 MILE TO A WIRE GATE.  THEN
 PT1076'THROUGH GATE, CONTINUE WESTERLY FOR 0.9 MILE TO A FENCE CORNER ON THE
 PT1076'RIGHT.  CONTINUE ALONG THE CREST OF THE RIDGE FOR 0.55 MILE TO THE
 PT1076'AZIMUTH MARK ON THE LEFT. CONTINUE FOR 0.3 MILE TO THE HIGHEST POINT
 PT1076'AND THE STATION AS DESCRIBED.
 PT1076'
 PT1076'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PT1076
 PT1076                          STATION RECOVERY (1983)
 PT1076
 PT1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PT1076'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PT1076'THE AZIMUTH MARK WAS FOUND LAYING ATOP THE GROUND WITH THE TOP OF THE
 PT1076'MONUMENT BADLY CHIPPED AND ONLY THE STEM OF THE DISK REMAINING.  THE
 PT1076'OLD MONUMENT AND STEM WERE SET FOR AZIMUTH MARK 2.  THE OBSERVED
 PT1076'DIRECTIONS TO REFERENCE MARK 1 AND 2 DIFFERED FROM THE 1948 DATA BY 10
 PT1076'MINUTES, 18 SECONDS AND 8 MINUTES, 56 SECONDS, RESPECTIVELY.
 PT1076'DISTANCES TO REFERENCE MARK 1 AND 2 DIFFERED BY 0.024 M (0.079 FT)
 PT1076'AND 0.052 M, (0.171 FT) RESPECTIVELY.  THE ROUTE TO THE STATION HAS
 PT1076'CHANGED AND NEW DESCRIPTIVE TEXT FOLLOWS.
 PT1076'
 PT1076'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) WEST-SOUTHWEST OF AGAR,
 PT1076'5.5 KM (3.40 MI) NORTHEAST OF THE MOUTH OF THE CHEYENNE RIVER WHERE IT
 PT1076'ENTERS LAKE OAHE, IN FOR SULLY GAME REFUGE ON A NORTHWEST-SOUTHEAST
 PT1076'RIDGE, ON THE HIGHEST PART OF THE RIDGE.  A KEY IS NEEDED TO ENTER THE
 PT1076'REFUGE AREA AND CAN BE OBTAINED FROM THE CORPS OF ENGINEERS
 PT1076'CONSERVATION OFFICE, LOCATED IN THE MAINTENANCE BUILDING AT OAHE DAM.
 PT1076'
 PT1076'TO REACH THE STATION FROM THE EAST END OF OAHE DAM, GO NORTHWEST AND
 PT1076'NORTH ON HIGHWAY 1804 FOR 20.9 KM (13.00 MI) TO OKOBOJO CREEK.
 PT1076'CONTINUE NORTH ON 1804 FOR 4.4 KM (2.75 MI) TO PRAIRIE VIEW SCHOOL AND
 PT1076'CROSSROAD.  TURN LEFT AND FOLLOW GRAVELED ROADS 8 KM (4.95 MI) WEST,
 PT1076'4.8 KM (3.00 MI) NORTH, 1.6 KM (1.00 MI) WEST, 1.6 KM (1.00 MI)
 PT1076'NORTH, AND 1.4 KM (0.85 MI) WEST TO BENCH MARK V 310 ON THE LEFT AND
 PT1076'THE ENTRANCE TO LITTLE BEND RECREATION AREA.  CONTINUE NORTH AND
 PT1076'NORTHWEST ON GRAVELED ROAD FOR 6.8 KM (4.20 MI) TO A SIDE ROAD LEFT.
 PT1076'CONTINUE ON GRAVELED ROAD, NORTHWEST, FOR 1.4 KM (0.85 MI) TO A FORK.
 PT1076'TAKE RIGHT FORK FOR 0.25 KM (0.15 MI) TO A LOCKED GATE. PASS THROUGH
 PT1076'GATE AND FOLLOW TRACK ROAD NORTHWEST FOR 2.4 KM (1.50 MI) TO THE
 PT1076'AZIMUTH MARK ON THE LEFT. CONTIUNE NORTHWEST ON TRACK ROAD FOR 0.4 KM
 PT1076'(0.25 MI) TO THE STATION ON THE RIGHT, ABOUT 0.1 KM (0.05 MI)
 PT1076'NORTHEAST.
 PT1076'
 PT1076'THE STATION IS A STANDARD USGS DISK STAMPED--REFUGE 1945--SET INTO THE
 PT1076'TOP OF A SQUARE CONCRETE MONUMENT 6 IN. IN DIAMETER PROJECTING 4
 PT1076'INCHES ABOVE THE GROUND.  LOCATED 46 M (150.9 FT) SOUTHWEST FROM THE
 PT1076'NORTHEAST EDGE OF A RIDGE, OVERLOOKING LAKE. 0.6 METERS (2.0 FT)
 PT1076'NORTH FROM A WITNESS POST.
 PT1076'
 PT1076'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED--REFUGE 1945 NO 1
 PT1076'USGS--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 PT1076'IN DIAMETER PROJECTING 10 INCHES (25 CM) ABOVE THE GROUND.  LOCATED
 PT1076'6.86 METERS (22.51 FT) NORTH FROM A WITNESS POST.
 PT1076'
 PT1076'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED--REFUGE 1945 NO 2
 PT1076'USGS--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 PT1076'IN DIAMETER PROJECTING 8 INCHES 20 CM ABOVE THE GROUND.  LOCATED 8.32
 PT1076'METERS (27.30 FT) EAST FROM A WITNESS POST.
 PT1076'
 PT1076'AZIMUTH MARK NO. 2 IS A 2.5 CM (1 INCH) BRONZE STEM WITH PUNCH MARK IN
 PT1076'CENTER SET IN IRREGULAR SHAPED CONCRETE MONUMENT WHICH PROJECTS 2 CM
 PT1076'(1 INCH).  IT IS UNSTAMPED.  LOCATED 3.7 METERS (12.1 FT) SOUTHWEST
 PT1076'FROM THE CENTER OF A TRACK ROAD AND 0.3 METERS (1.0 FT) NORTHWEST FROM
 PT1076'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1936 ***********************************************************************
 PU1936  DESIGNATION -  REFUGE RM 1
 PU1936  PID         -  PU1936
 PU1936  STATE/COUNTY-  SD/BUTTE
 PU1936  COUNTRY     -  US
 PU1936  USGS QUAD   -  FRUITDALE (2017)
 PU1936
 PU1936                         *CURRENT SURVEY CONTROL
 PU1936  ______________________________________________________________________
 PU1936* NAD 83(1986) POSITION- 44 41 12.     (N) 103 41 54.     (W)   SCALED
 PU1936* NAVD 88 ORTHO HEIGHT -   921.129 (meters)     3022.07  (feet) ADJUSTED
 PU1936  ______________________________________________________________________
 PU1936  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 PU1936  DYNAMIC HEIGHT  -        920.889 (meters)     3021.28  (feet) COMP
 PU1936  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1936
 PU1936  VERT ORDER      -  SECOND    CLASS 0
 PU1936
 PU1936.The horizontal coordinates were scaled from a map and have
 PU1936.an estimated accuracy of +/- 6 seconds.
 PU1936
 PU1936.The orthometric height was determined by differential leveling and
 PU1936.adjusted by the NATIONAL GEODETIC SURVEY
 PU1936.in June 1991.
 PU1936
 PU1936.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1936.GEOID18 height accuracy estimate available here.
 PU1936
 PU1936.Click photographs - Photos may exist for this station.
 PU1936
 PU1936.The dynamic height is computed by dividing the NAVD 88
 PU1936.geopotential number by the normal gravity value computed on the
 PU1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1936.degrees latitude (g = 980.6199 gals.).
 PU1936
 PU1936.The modeled gravity was interpolated from observed gravity values.
 PU1936
 PU1936;                    North         East    Units  Estimated Accuracy
 PU1936;SPC SD N     -   101,520.      306,930.      MT  (+/- 180 meters Scaled)
 PU1936
 PU1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK031489(NAD 83)
 PU1936
 PU1936                          SUPERSEDED SURVEY CONTROL
 PU1936
 PU1936  NGVD 29 (??/??/92)  920.652  (m)         3020.51   (f) ADJ UNCH    2 0
 PU1936
 PU1936.Superseded values are not recommended for survey control.
 PU1936
 PU1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1936.See file dsdata.pdf to determine how the superseded data were derived.
 PU1936
 PU1936_MARKER: DR = REFERENCE MARK DISK
 PU1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1936_STAMPING: REFUGE NO 1 1962
 PU1936_MARK LOGO: CGS
 PU1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1936+STABILITY: SURFACE MOTION
 PU1936
 PU1936  HISTORY     - Date     Condition        Report By
 PU1936  HISTORY     - 1962     MONUMENTED       CGS
 PU1936  HISTORY     - 1963     GOOD             CGS
 PU1936
 PU1936                          STATION DESCRIPTION
 PU1936
 PU1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1936'1.2 MI N FROM FRUITDALE.
 PU1936'ABOUT 1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU1936'AT FRUITDALE, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF THE ROAD
 PU1936'AND U.S. HIGHWAY 212, IN THE EAST EDGE OF A FIELD, 48 FEET
 PU1936'WEST OF THE CENTERLINE OF THE ROAD, 40.0 FEET NORTH OF THE STATION
 PU1936'MARK, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1936'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1936'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1938 ***********************************************************************
 PU1938  DESIGNATION -  REFUGE RM 2
 PU1938  PID         -  PU1938
 PU1938  STATE/COUNTY-  SD/BUTTE
 PU1938  COUNTRY     -  US
 PU1938  USGS QUAD   -  FRUITDALE (2017)
 PU1938
 PU1938                         *CURRENT SURVEY CONTROL
 PU1938  ______________________________________________________________________
 PU1938* NAD 83(1986) POSITION- 44 41 12.     (N) 103 41 54.     (W)   SCALED
 PU1938* NAVD 88 ORTHO HEIGHT -   921.129 (meters)     3022.07  (feet) ADJUSTED
 PU1938  ______________________________________________________________________
 PU1938  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 PU1938  DYNAMIC HEIGHT  -        920.888 (meters)     3021.28  (feet) COMP
 PU1938  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 PU1938
 PU1938  VERT ORDER      -  SECOND    CLASS 0
 PU1938
 PU1938.The horizontal coordinates were scaled from a map and have
 PU1938.an estimated accuracy of +/- 6 seconds.
 PU1938
 PU1938.The orthometric height was determined by differential leveling and
 PU1938.adjusted by the NATIONAL GEODETIC SURVEY
 PU1938.in June 1991.
 PU1938
 PU1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1938.GEOID18 height accuracy estimate available here.
 PU1938
 PU1938.Click photographs - Photos may exist for this station.
 PU1938
 PU1938.The dynamic height is computed by dividing the NAVD 88
 PU1938.geopotential number by the normal gravity value computed on the
 PU1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1938.degrees latitude (g = 980.6199 gals.).
 PU1938
 PU1938.The modeled gravity was interpolated from observed gravity values.
 PU1938
 PU1938;                    North         East    Units  Estimated Accuracy
 PU1938;SPC SD N     -   101,520.      306,930.      MT  (+/- 180 meters Scaled)
 PU1938
 PU1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK031489(NAD 83)
 PU1938
 PU1938                          SUPERSEDED SURVEY CONTROL
 PU1938
 PU1938  NGVD 29 (??/??/92)  920.651  (m)         3020.50   (f) ADJ UNCH    2 0
 PU1938
 PU1938.Superseded values are not recommended for survey control.
 PU1938
 PU1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1938.See file dsdata.pdf to determine how the superseded data were derived.
 PU1938
 PU1938_MARKER: DR = REFERENCE MARK DISK
 PU1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1938_STAMPING: REFUGE NO 2 1962
 PU1938_MARK LOGO: CGS
 PU1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1938+STABILITY: SURFACE MOTION
 PU1938
 PU1938  HISTORY     - Date     Condition        Report By
 PU1938  HISTORY     - 1962     MONUMENTED       CGS
 PU1938  HISTORY     - 1963     GOOD             CGS
 PU1938
 PU1938                          STATION DESCRIPTION
 PU1938
 PU1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1938'1.2 MI N FROM FRUITDALE.
 PU1938'ABOUT 1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU1938'AT FRUITDALE, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF THE ROAD
 PU1938'AND U.S. HIGHWAY 212, IN THE EAST EDGE OF A LARGE FIELD,
 PU1938'48 FEET WEST OF THE CENTERLINE OF THE ROAD, 43.8 FEET SOUTH
 PU1938'OF THE STATION MARK, 1.7 FEET WEST OF A METAL WITNESS POST,
 PU1938'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1938'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2261 ***********************************************************************
 PU2261  DESIGNATION -  REICHE
 PU2261  PID         -  PU2261
 PU2261  STATE/COUNTY-  SD/BUTTE
 PU2261  COUNTRY     -  US
 PU2261  USGS QUAD   -  VOLUNTEER NE (2017)
 PU2261
 PU2261                         *CURRENT SURVEY CONTROL
 PU2261  ______________________________________________________________________
 PU2261* NAD 83(1996) POSITION- 44 38 29.85249(N) 103 05 38.81089(W)   ADJUSTED
 PU2261* NAVD 88 ORTHO HEIGHT -   859.    (meters)     2818.    (feet) SCALED
 PU2261  ______________________________________________________________________
 PU2261  GEOID HEIGHT    -        -17.179 (meters)                     GEOID18
 PU2261  LAPLACE CORR    -         -7.45  (seconds)                    DEFLEC18
 PU2261  HORZ ORDER      -  THIRD
 PU2261
 PU2261.The horizontal coordinates were established by classical geodetic methods
 PU2261.and adjusted by the National Geodetic Survey in January 1998.
 PU2261
 PU2261.The orthometric height was scaled from a topographic map.
 PU2261
 PU2261.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2261.GEOID18 height accuracy estimate available here.
 PU2261
 PU2261.Click photographs - Photos may exist for this station.
 PU2261
 PU2261.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2261
 PU2261. The following values were computed from the NAD 83(1996) position.
 PU2261
 PU2261;                    North         East     Units Scale Factor Converg.
 PU2261;SPC SD N     -    94,509.456   354,591.369   MT  0.99996451   -2 11 23.4
 PU2261;SPC SD N     -   310,069.77  1,163,355.18   sFT  0.99996451   -2 11 23.4
 PU2261;UTM  13      - 4,944,907.564   651,146.786   MT  0.99988094   +1 20 22.1
 PU2261
 PU2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2261!SPC SD N     -   0.99986795  x   0.99996451  =   0.99983246
 PU2261!UTM  13      -   0.99986795  x   0.99988094  =   0.99974890
 PU2261
 PU2261:                Primary Azimuth Mark                     Grid Az
 PU2261:SPC SD N     -  REICHE AZ MK                             309 51 07.0
 PU2261:UTM  13      -  REICHE AZ MK                             306 19 21.5
 PU2261
 PU2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5114644907(NAD 83)
 PU2261
 PU2261|---------------------------------------------------------------------|
 PU2261| PID    Reference Object                     Distance      Geod. Az  |
 PU2261|                                                           dddmmss.s |
 PU2261| CQ4771 REICHE RM 1                           9.050 METERS 03820     |
 PU2261| CQ4770 REICHE AZ MK                                       3073943.6 |
 PU2261| CQ4772 REICHE RM 2                           9.418 METERS 32101     |
 PU2261|---------------------------------------------------------------------|
 PU2261
 PU2261                          SUPERSEDED SURVEY CONTROL
 PU2261
 PU2261  NAD 83(1993)-  44 38 29.84482(N)    103 05 38.81045(W) AD(       ) 3
 PU2261  NAD 83(1986)-  44 38 29.84131(N)    103 05 38.80753(W) AD(       ) 3
 PU2261  NAD 27      -  44 38 29.89900(N)    103 05 37.17000(W) AD(       ) 3
 PU2261
 PU2261.Superseded values are not recommended for survey control.
 PU2261
 PU2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2261.See file dsdata.pdf to determine how the superseded data were derived.
 PU2261
 PU2261_MARKER: DS = TRIANGULATION STATION DISK
 PU2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2261_STAMPING: REICHE 1950
 PU2261_MARK LOGO: CGS
 PU2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2261+STABILITY: SURFACE MOTION
 PU2261
 PU2261  HISTORY     - Date     Condition        Report By
 PU2261  HISTORY     - 1950     MONUMENTED       CGS
 PU2261
 PU2261                          STATION DESCRIPTION
 PU2261
 PU2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2261'THE STATION IS LOCATED ON A LOW KNOLL, IN PASTURE LAND, ABOUT
 PU2261'22.5 MILES SOUTHEAST OF NEWELL, ABOUT 1.5 MILES EAST OF
 PU2261'THE HOME OF MR. HUGO REICHE, APPROX. 100 YARDS NORTH OF A
 PU2261'WIRE FENCE, AND 11 FEET SOUTHEAST OF A WITNESS POST.
 PU2261'
 PU2261'TO REACH FROM THE JUNCTION OF U.S. 212 AND STATE HIGHWAY 79,
 PU2261'JUST NORTH OF NEWELL, GO EAST ON NO. 212 FOR 8.8 MILES TO A
 PU2261'CATTLE GUARD ON THE RIGHT.  THEN RIGHT THROUGH THE CATTLE
 PU2261'GUARD, SOUTHEASTERLY ON A TRACK ROAD FOR 0.65 MILE TO A FORK.
 PU2261'THEN LEFT FORK ROAD FOR 3.65 MILES TO A CATTLE GUARD.
 PU2261'THEN THROUGH THE CATTLE GUARD, CONTINUE SOUTHEASTERLY FOR
 PU2261'3.85 MILES TO THE HOME OF MR. REICHE.  TURN LEFT AT THE YARD
 PU2261'GATE (JUST NORTH OF THE HOUSE) AND FOLLOW A TRACK ROAD
 PU2261'NORTHERLY (CROSSING A RAVINE) FOR 0.25 MILE TO A FORK.  THEN
 PU2261'RIGHT ROAD SOUTHEASTERLY FOR ABOUT 100 FEET TO A FORK.  THEN
 PU2261'RIGHT ROAD FOR 0.45 MILE TO A FORK.  THEN LEFT EASTERLY ON
 PU2261'A DIM TRACK ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 PU2261'RIGHT AS DESCRIBED.  CONTINUE SOUTHEASTERLY 0.3 MILE
 PU2261'TO THE STATION AS DESCRIBED.
 PU2261'
 PU2261'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2261'REICHE 1950.
 PU2261'
 PU2261'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2261'REICHE NO 1 1950.
 PU2261'
 PU2261'REFERENCE MARK NO. 2 PROJECTS 10 INCHES, AND THE DISK IS
 PU2261'STAMPED REICHE NO 2 1950.
 PU2261'
 PU2261'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A DIM TRACK
 PU2261'ROAD, AND 4 FEET SOUTHEAST OF A WITNESS POST.  IT PROJECTS
 PU2261'7 INCHES, AND THE DISK IS STAMPED REICHE 1950.
 PU2261'
 PU2261'ALL THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH,
 PU2261'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0742 ***********************************************************************
 OT0742  DESIGNATION -  RELAY RESET
 OT0742  PID         -  OT0742
 OT0742  STATE/COUNTY-  SD/PENNINGTON
 OT0742  COUNTRY     -  US
 OT0742  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0742
 OT0742                         *CURRENT SURVEY CONTROL
 OT0742  ______________________________________________________________________
 OT0742* NAD 83(1996) POSITION- 43 57 18.96962(N) 102 19 49.15388(W)   ADJUSTED
 OT0742* NAVD 88 ORTHO HEIGHT -   904.    (meters)     2966.    (feet) SCALED
 OT0742  ______________________________________________________________________
 OT0742  GEOID HEIGHT    -        -18.721 (meters)                     GEOID18
 OT0742  LAPLACE CORR    -         -7.62  (seconds)                    DEFLEC18
 OT0742  HORZ ORDER      -  SECOND
 OT0742
 OT0742.The horizontal coordinates were established by classical geodetic methods
 OT0742.and adjusted by the National Geodetic Survey in January 1998.
 OT0742
 OT0742.The orthometric height was scaled from a topographic map.
 OT0742
 OT0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0742.GEOID18 height accuracy estimate available here.
 OT0742
 OT0742.Click photographs - Photos may exist for this station.
 OT0742
 OT0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0742
 OT0742. The following values were computed from the NAD 83(1996) position.
 OT0742
 OT0742;                    North         East     Units Scale Factor Converg.
 OT0742;SPC SD S     -   182,111.963   439,736.579   MT  0.99992413   -1 22 39.5
 OT0742;SPC SD S     -   597,479.00  1,442,702.43   sFT  0.99992413   -1 22 39.5
 OT0742;UTM  13      - 4,870,369.800   714,202.859   MT  1.00016436   +1 51 13.4
 OT0742
 OT0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0742!SPC SD S     -   0.99986113  x   0.99992413  =   0.99978527
 OT0742!UTM  13      -   0.99986113  x   1.00016436  =   1.00002547
 OT0742
 OT0742:                Primary Azimuth Mark                     Grid Az
 OT0742:SPC SD S     -  WALL MUNICIPAL TANK                      060 18 47.6
 OT0742:UTM  13      -  WALL MUNICIPAL TANK                      057 04 54.7
 OT0742
 OT0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1420270369(NAD 83)
 OT0742
 OT0742|---------------------------------------------------------------------|
 OT0742| PID    Reference Object                     Distance      Geod. Az  |
 OT0742|                                                           dddmmss.s |
 OT0742| CQ4773 RELAY RM 1                           16.899 METERS 03203     |
 OT0742| OT0730 WALL MUNICIPAL TANK                 APPROX. 8.2 KM 0585608.1 |
 OT0742| CQ4774 RELAY RM 2                           17.883 METERS 12350     |
 OT0742| OT0743 WALL BELL TEL CO RAD RELAY MST      APPROX. 0.9 KM 3203830.8 |
 OT0742|---------------------------------------------------------------------|
 OT0742
 OT0742                          SUPERSEDED SURVEY CONTROL
 OT0742
 OT0742  NAD 83(1995)-  43 57 18.96177(N)    102 19 49.15546(W) AD(       ) 2
 OT0742  NAD 83(1993)-  43 57 18.96130(N)    102 19 49.15555(W) AD(       ) 2
 OT0742  NAD 83(1986)-  43 57 18.96158(N)    102 19 49.15568(W) AD(       ) 2
 OT0742  NAD 27      -  43 57 19.00040(N)    102 19 47.57520(W) AD(       ) 2
 OT0742
 OT0742.Superseded values are not recommended for survey control.
 OT0742
 OT0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0742.See file dsdata.pdf to determine how the superseded data were derived.
 OT0742
 OT0742_MARKER: DH = HORIZONTAL CONTROL DISK
 OT0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0742_STAMPING: RELAY 1961 1984
 OT0742_MARK LOGO: NGS
 OT0742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0742+STABILITY: SURFACE MOTION
 OT0742
 OT0742  HISTORY     - Date     Condition        Report By
 OT0742  HISTORY     - 1984     MONUMENTED       NGS
 OT0742
 OT0742                          STATION DESCRIPTION
 OT0742
 OT0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OT0742'THE STATION MARK WAS RECOVERED WITH THE SURFACE DISK BROKEN OUT OF THE
 OT0742'CONCRETE MONUMENT.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OT0742'CONDITION.  A NEW SURFACE MARK WAS SET AND BENCH MARK W 381 WAS
 OT0742'OBSERVED AND WILL SUFFICE FOR AN AZIMUTH MARK.  DISTANCES TO THE
 OT0742'REFERENCE MARKS AGREED WITHIN THE ALLOWABLW WITH THE 1961 DATA.
 OT0742'DIRECTIONS VARIED AS SHOWN IN THE BOX SCORE, AND WERE VERIFIED AT THIS
 OT0742'TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 8.4
 OT0742'KM (5.20 MI) WEST-SOUTHWEST OF WALL, 1.3 KM (0.80 MI) SOUTH OF AN
 OT0742'EAST-WEST GRAVELED ROAD AND 0.6 KM (0.35 MI) EAST OF A GRAVELED ROAD,
 OT0742'IN A PASTURE WHICH IS PART OF THE BADLANDS NATIONAL GRASSLAND. TO
 OT0742'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND
 OT0742'HIGHWAY 240 ON THE SOUTH EDGE OF WALL, GO SOUTH ON HIGHWAY 240 FOR 2.5
 OT0742'KM (1.55 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVELED
 OT0742'ROAD FOR 8.2 KM (5.10 MI) TO WHERE MAIN ROAD CURVES SOUTH AND A
 OT0742'GRAVELED ROAD STRAIGHT AHEAD.  TURN LEFT AND FOLLOW MAIN ROAD SOUTH
 OT0742'FOR 1.6 KM (1.00 MI) TO BENCH MARK W 381 AND A GATE ON THE LEFT.  TURN
 OT0742'LEFT, PASSING THROUGH GATE, AND FOLLOW TRACK ROAD EAST FOR 0.7 KM
 OT0742'(0.45 MI) TO TOP OF RIDGE.  TURN LEFT AND FOLLOW DIM TRAIL
 OT0742'NORTH-NORTHWEST ALONG TOP OF RIDGE FOR 0.5 KM (0.30 MI) TO THE
 OT0742'STATION.  THE STATION IS A STANDARD NGS DISK STAMPED RELAY 1961 1984
 OT0742'SET INTO THE TOP OF A ROUND CONCRETE 12 INCHES (30 CM) IN DIAMETER
 OT0742'FLUSH WITH THE GROUND.  LOCATED ON A SLIGHT KNOLL ON TOP OF A RIDGE,
 OT0742'NEAR A LONE POLE.  LOCATED 6.7 METERS (22.0 FT) SE FROM A LONE POLE.
 OT0742'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED RELAY NO 1 1961 SET
 OT0742'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 OT0742'DIAMETER FLUSH WITH THE GROUND, AND 0.6 METER (2.0 FT) LOWER THAN THE
 OT0742'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED RELAY NO
 OT0742'2 1961 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 OT0742'IN DIAMETER FLUSH WITH THE GROUND, 0.6 METERS (2.0 FT) LOWER THAN THE
 OT0742'STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS BENCH MARK DISK STAMPED
 OT0742'W 381 1962 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 OT0742'INCHES) IN DIAMETER AND PROJECTING 10 CM (4 INCHES).  LOCATED 10.4
 OT0742'METERS (34.1 FT) E FROM THE CENTER OF A GRAVELED ROAD.  9.1 METERS
 OT0742'(29.9 FT) N FROM THE CENTER OF A GATE.  0.6 METER (2.0 FT) E FROM A
 OT0742'WITNESS POST.  0.45 METER (1.48 FT) E FROM A FENCE.  THE STATION IS
 OT0742'LOCATED ABOUT 9.3 KM (5.75 MI) WEST-SOUTHWEST OF WALL, ALONG THE EAST
 OT0742'SIDE OF A GRAVELED ROAD.  TO REACH THE STATION FROM THE INTERSECTION
 OT0742'OF INTERSTATE HIGHWAY 90 AND HIGHWAY 240 ON THE SOUTH EDGE OF WALL, GO
 OT0742'SOUTH ON HIGHWAY 240 FOR 2.5 KM (1.55 MI) TO A SIDE ROAD RIGHT.  TURN
 OT0742'RIGHT AND FOLLOW GRAVELED ROAD FOR 8.2 KM (5.10 MI) TO WHERE MAIN ROAD
 OT0742'TURNS SOUTH.  TURN LEFT, FOLLOWING MAIN GRAVELED ROAD SOUTH, FOR 1.6
 OT0742'KM (1.00 MI) TO A GATE AND THE MARK, BOTH ON THE LEFT SIDE OF THE
 OT0742'ROAD.  THE STATION MARK IS A STANDARD CGS BENCH MARK DISK, STAMPED W
 OT0742'381 1962 SET INTO THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE MONUMENT
 OT0742'WHICH PROJECTS 10 CM (4 INCHES) .  IT IS 10.4 METERS (34.1 FT) EAST OF
 OT0742'THE CENTER OF A GRAVELED ROAD, 9.1 METERS, (29.9 FT) NORTH OF THE
 OT0742'CENTER OF A GATE, 0.6 METER (2.0 FT) EAST OF A WITNESS POST AND 0.45
 OT0742'METER (1.48 FT) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0926 ***********************************************************************
 OR0926  DESIGNATION -  RELIANCE MUNICIPAL TANK
 OR0926  PID         -  OR0926
 OR0926  STATE/COUNTY-  SD/LYMAN
 OR0926  COUNTRY     -  US
 OR0926  USGS QUAD   -  RELIANCE (2017)
 OR0926
 OR0926                         *CURRENT SURVEY CONTROL
 OR0926  ______________________________________________________________________
 OR0926* NAD 83(1996) POSITION- 43 52 44.49839(N) 099 36 15.01421(W)   ADJUSTED
 OR0926  ______________________________________________________________________
 OR0926  GEOID HEIGHT    -        -25.374 (meters)                     GEOID18
 OR0926  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 OR0926  HORZ ORDER      -  THIRD
 OR0926
 OR0926.The horizontal coordinates were established by classical geodetic methods
 OR0926.and adjusted by the National Geodetic Survey in January 1998.
 OR0926
 OR0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0926.GEOID18 height accuracy estimate available here.
 OR0926
 OR0926.Click photographs - Photos may exist for this station.
 OR0926
 OR0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0926
 OR0926. The following values were computed from the NAD 83(1996) position.
 OR0926
 OR0926;                    North         East     Units Scale Factor Converg.
 OR0926;SPC SD S     -   171,971.770   658,596.458   MT  0.99991719   +0 30 10.9
 OR0926;SPC SD S     -   564,210.72  2,160,745.21   sFT  0.99991719   +0 30 10.9
 OR0926;UTM  14      - 4,858,614.198   451,462.810   MT  0.99962898   -0 25 07.6
 OR0926
 OR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5146258614(NAD 83)
 OR0926
 OR0926                          SUPERSEDED SURVEY CONTROL
 OR0926
 OR0926  NAD 83(1986)-  43 52 44.49659(N)    099 36 15.01967(W) AD(       ) 3
 OR0926  NAD 27      -  43 52 44.53000(N)    099 36 13.63000(W) AD(       ) 3
 OR0926
 OR0926.Superseded values are not recommended for survey control.
 OR0926
 OR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0926.See file dsdata.pdf to determine how the superseded data were derived.
 OR0926
 OR0926_MARKER: 53 = ELEVATED TANK
 OR0926
 OR0926  HISTORY     - Date     Condition        Report By
 OR0926  HISTORY     - 1948     FIRST OBSERVED   CGS
 OR0926
 OR0926                          STATION DESCRIPTION
 OR0926
 OR0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0926'STATION IS LOCATED ABOUT 1/2 BLOCK FROM THE CENTER OF THE
 OR0926'SMALL TOWN OF RELIANCE, AND 33 FEET NORTH OF THE APPROXIMATE
 OR0926'CENTERLINE OF GRAVEL STREET.  STATION IS 100 FEET HIGH, OF
 OR0926'WOOD CONSTRUCTION AND IS WHITE IN COLOR.  IT HAS FOUR STEEL
 OR0926'LEGS, 20 FEET SQUARE AT BASE AND IS DIRECTLY OVER FIRE HALL
 OR0926'AND PUMP STATION.
 OR0926'
 OR0926'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0927 ***********************************************************************
 OR0927  DESIGNATION -  RELIANCE ST MARY CATH CH CROSS
 OR0927  PID         -  OR0927
 OR0927  STATE/COUNTY-  SD/LYMAN
 OR0927  COUNTRY     -  US
 OR0927  USGS QUAD   -  RELIANCE (2017)
 OR0927
 OR0927                         *CURRENT SURVEY CONTROL
 OR0927  ______________________________________________________________________
 OR0927* NAD 83(1996) POSITION- 43 52 47.04921(N) 099 36 00.87963(W)   ADJUSTED
 OR0927  ______________________________________________________________________
 OR0927  GEOID HEIGHT    -        -25.369 (meters)                     GEOID18
 OR0927  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 OR0927  HORZ ORDER      -  THIRD
 OR0927
 OR0927.The horizontal coordinates were established by classical geodetic methods
 OR0927.and adjusted by the National Geodetic Survey in January 1998.
 OR0927
 OR0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0927.GEOID18 height accuracy estimate available here.
 OR0927
 OR0927.Click photographs - Photos may exist for this station.
 OR0927
 OR0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0927
 OR0927. The following values were computed from the NAD 83(1996) position.
 OR0927
 OR0927;                    North         East     Units Scale Factor Converg.
 OR0927;SPC SD S     -   172,053.266   658,911.276   MT  0.99991725   +0 30 20.6
 OR0927;SPC SD S     -   564,478.09  2,161,778.08   sFT  0.99991725   +0 30 20.6
 OR0927;UTM  14      - 4,858,690.596   451,778.807   MT  0.99962860   -0 24 57.8
 OR0927
 OR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5177858690(NAD 83)
 OR0927
 OR0927                          SUPERSEDED SURVEY CONTROL
 OR0927
 OR0927  NAD 83(1986)-  43 52 47.04735(N)    099 36 00.88517(W) AD(       ) 3
 OR0927  NAD 27      -  43 52 47.08000(N)    099 35 59.50000(W) AD(       ) 3
 OR0927
 OR0927.Superseded values are not recommended for survey control.
 OR0927
 OR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0927.See file dsdata.pdf to determine how the superseded data were derived.
 OR0927
 OR0927_MARKER: 91 = CHURCH CROSS
 OR0927
 OR0927  HISTORY     - Date     Condition        Report By
 OR0927  HISTORY     - 1948     FIRST OBSERVED   CGS
 OR0927
 OR0927                          STATION DESCRIPTION
 OR0927
 OR0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0927'STATION IS LOCATED IN THE EAST PART OF THE SMALL TOWN OF
 OR0927'RELIANCE.  STATION IS 60 BY 35 FEET, WHITE IN COLOR AND THE
 OR0927'CROSS IS ON THE STEEPLE WHICH FACES WEST AND IS ABOUT 65
 OR0927'FEET HIGH.
 OR0927'
 OR0927'THE POINT INTERSECTED WAS THE CROSS.
 OR0927'
 OR0927'TO REACH FROM THE POST OFFICE IN RELIANCE GO EAST TWO BLOCKS,
 OR0927'THEN NORTH ONE BLOCK, TO STATION ON THE RIGHT OR EAST SIDE
 OR0927'OF STREET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0823 ***********************************************************************
 OQ0823  DESIGNATION -  RENNER RESET
 OQ0823  PID         -  OQ0823
 OQ0823  STATE/COUNTY-  SD/MINNEHAHA
 OQ0823  COUNTRY     -  US
 OQ0823  USGS QUAD   -  RENNER (2017)
 OQ0823
 OQ0823                         *CURRENT SURVEY CONTROL
 OQ0823  ______________________________________________________________________
 OQ0823* NAD 83(1996) POSITION- 43 38 47.22601(N) 096 41 36.43306(W)   ADJUSTED
 OQ0823* NAVD 88 ORTHO HEIGHT -   470.80  (+/-2cm)     1544.6   (feet) VERTCON3
 OQ0823  ______________________________________________________________________
 OQ0823  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 OQ0823  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 OQ0823  HORZ ORDER      -  SECOND
 OQ0823  VERT ORDER      -  THIRD ? (See Below)
 OQ0823
 OQ0823.The horizontal coordinates were established by classical geodetic methods
 OQ0823.and adjusted by the National Geodetic Survey in January 1998.
 OQ0823
 OQ0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0823
 OQ0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0823.GEOID18 height accuracy estimate available here.
 OQ0823
 OQ0823.The vertical order pertains to the NGVD 29 superseded value.
 OQ0823
 OQ0823.Click photographs - Photos may exist for this station.
 OQ0823
 OQ0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0823
 OQ0823. The following values were computed from the NAD 83(1996) position.
 OQ0823
 OQ0823;                    North         East     Units Scale Factor Converg.
 OQ0823;SPC SD S     -   152,309.300   893,547.581   MT  0.99990699   +2 30 39.5
 OQ0823;SPC SD S     -   499,701.43  2,931,580.69   sFT  0.99990699   +2 30 39.5
 OQ0823;UTM  14      - 4,835,191.309   686,022.324   MT  1.00002566   +1 35 32.8
 OQ0823
 OQ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0823!SPC SD S     -   0.99993030  x   0.99990699  =   0.99983729
 OQ0823!UTM  14      -   0.99993030  x   1.00002566  =   0.99995596
 OQ0823
 OQ0823:                Primary Azimuth Mark                     Grid Az
 OQ0823:SPC SD S     -  RENNER RM 4 AZIMUTH                      091 12 45.3
 OQ0823:UTM  14      -  RENNER RM 4 AZIMUTH                      092 07 52.0
 OQ0823
 OQ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8602235191(NAD 83)
 OQ0823
 OQ0823|---------------------------------------------------------------------|
 OQ0823| PID    Reference Object                     Distance      Geod. Az  |
 OQ0823|                                                           dddmmss.s |
 OQ0823| CO3575 RENNER RM 1                          44.065 METERS 03437     |
 OQ0823| OQ0773 NORWAY EV LUTH CH STEEPLE           APPROX.12.6 KM 0412202.3 |
 OQ0823| CO3578 RENNER RM 4 AZIMUTH                                0934324.8 |
 OQ0823| CO3574 RENNER AZ MK                                       1680300.2 |
 OQ0823| CO3577 RENNER RM 3                         117.238 METERS 19457     |
 OQ0823| OQ0788 SIOUX FALLS ST JOSEPHS S SPIRE      APPROX.10.9 KM 1974420.0 |
 OQ0823| OQ0784 SIOUX FALLS ST JOSEPHS N SPIRE      APPROX.10.9 KM 1974607.0 |
 OQ0823| OQ0833 SIOUX FALLS VA HOSPITAL TANK        APPROX.13.9 KM 2015526.2 |
 OQ0823| CO3576 RENNER RM 2                          58.942 METERS 28546     |
 OQ0823| OQ0843 WILLOW CREEK LUTH CH SPIRE          APPROX.18.6 KM 3291847.4 |
 OQ0823| OQ0765 BALTIC MUNICIPAL TANK               APPROX.13.0 KM 3442246.0 |
 OQ0823| OQ0825 BALTIC EAST NIDARUS CH STEEPLE      APPROX. 9.6 KM 3570741.7 |
 OQ0823|---------------------------------------------------------------------|
 OQ0823
 OQ0823                          SUPERSEDED SURVEY CONTROL
 OQ0823
 OQ0823  NAD 83(1995)-  43 38 47.23085(N)    096 41 36.41677(W) AD(       ) 2
 OQ0823  NAD 83(1986)-  43 38 47.22937(N)    096 41 36.41197(W) AD(       ) 2
 OQ0823  NAD 27      -  43 38 47.32200(N)    096 41 35.23100(W) AD(       ) 2
 OQ0823  NGVD 29             470.52   (m)         1543.7    (f) LEVELING    3  
 OQ0823
 OQ0823.Superseded values are not recommended for survey control.
 OQ0823
 OQ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0823.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0823
 OQ0823_MARKER: DH = HORIZONTAL CONTROL DISK
 OQ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0823_STAMPING: RENNER 1949 1974
 OQ0823_MARK LOGO: NGS
 OQ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0823+STABILITY: SURFACE MOTION
 OQ0823
 OQ0823  HISTORY     - Date     Condition        Report By
 OQ0823  HISTORY     - 1974     MONUMENTED       NGS
 OQ0823
 OQ0823                          STATION DESCRIPTION
 OQ0823
 OQ0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OQ0823'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND PUSHED
 OQ0823'OVER, APPARENTLY BY FARM MACHINERY.  THE AZIMUTH MARK WAS FOUND
 OQ0823'IN POOR CONDITION, AT THE EDGE OF A DITCH, AND BLOCKED BY A
 OQ0823'POWER POLE ON LINE TO THE STATION.  THE SUB-SURFACE STATION MARK
 OQ0823'AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION, THE
 OQ0823'POSITION OF THE SUB-SURFACE MARK WAS HELD AND THE MARK REMOVED, A
 OQ0823'NEW STATION MARK WAS SET LOWER AND A NEW STATION MARK WAS PLUMBED
 OQ0823'OVER IT AT 15-INCHES BELOW GROUND SURFACE.  REFERENCE MARK NO.
 OQ0823'3 AND A NEW AZIMUTH MARK WERE SET.  REFERENCE MARK NO. 1 WAS
 OQ0823'OBSERVED FOR A ROUGH CHECK, THEN THE MARK WAS PULLED UP AND
 OQ0823'THE DISK REMOVED.  THE DISKS WERE REMOVED FROM THE ORIGINAL
 OQ0823'STATION MARKS AND THE AZIMUTH MARK AT THIS TIME.
 OQ0823'
 OQ0823'A NEW DESCRIPTION FOLLOWS--
 OQ0823'
 OQ0823'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF SIOUX FALLS, AND 1.5
 OQ0823'MILES EAST OF RENNER, ON A HIGH HILL, IN A CULTIVATED FIELD ON A
 OQ0823'FARM OWNED BY MR. GERALD BLY.
 OQ0823'
 OQ0823'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 77
 OQ0823'AND COUNTY ROAD 130 AT THE EAST EDGE OF RENNER, GO EAST ON THE
 OQ0823'COUNTY ROAD 0.85 MILE TO A FARM DRIVEWAY ON THE LEFT*, TURN LEFT
 OQ0823'AND GO NORTH ON THE DRIVEWAY 0.1 MILE TO THE SOUTH EDGE OF THE
 OQ0823'FARMSTEAD AND JUST BEFORE REACHING THE HOUSE, TURN RIGHT AND
 OQ0823'FOLLOW EAST ALONG THE SOUTH SIDE OF THE SHELTERBELT TO REFERENCE
 OQ0823'MARK NO. 2 AT THE SOUTHEAST CORNER OF THE SHELTERBELT, THENCE
 OQ0823'EAST-SOUTHEAST TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 OQ0823'
 OQ0823'THE STATION MARK IS A STANDARD DISK STAMPED RENNER 1949 1974, SET
 OQ0823'IN THE TOP OF A ROUND CONCRETE MONUMENT 15-INCHES BELOW GROUND
 OQ0823'SURFACE.  IT IS 423 FEET NORTH OF THE CENTER OF COUNTY ROAD 130,
 OQ0823'366 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE GLASSED-IN
 OQ0823'PORCH OF THE HOUSE, AND ABOUT 18-INCHES SOUTH OF THE EXTENDED LINE
 OQ0823'OF THE SOUTHEAST CORNER OF THE GLASSED-IN PORCH AND REFERENCE MARK
 OQ0823'NO. 2.  A METAL PLATE WAS LAID ON TIP OF THE STATION MARK
 OQ0823'TO AID IN ITS RECOVERY.
 OQ0823'
 OQ0823'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RENNER NO 2 1949,
 OQ0823'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 OQ0823'GROUND.  IT IS AT THE SOUTHEAST CORNER OF THE SHELTERBELT, 173
 OQ0823'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GLASSED-IN PORCH,
 OQ0823'16 FEET EAST OF A 12-INCH PINE TREE, 13 FEET SOUTH OF A 10-INCH
 OQ0823'PINE TREE, AND 3-FEET NORTHEAST OF A BUSH.  THE ARROW OF THE MARK
 OQ0823'POINTS ABOUT 30 FEET NORTH OF THE STATION, BUT THE MARK IS IN GOOD
 OQ0823'CONDITION.
 OQ0823'
 OQ0823'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED RENNER 1949 NO
 OQ0823'3 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OQ0823'8-INCHES.  IT IS 345 FEET EAST OF THE CENTER OF THE FARM DRIVEWAY,
 OQ0823'52 FEET NORTH OF THE CENTER OF COUNTY ROAD 130, 12 FEET EAST OF A
 OQ0823'POWER POLE, 0.5 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL
 OQ0823'WITNESS POST, AT TWO WOODEN FENCE POSTS WITH A PIPE BRACE.
 OQ0823'
 OQ0823'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 OQ0823'RENNER 1949 NO 4 1974 AZ, SET IN A DRILL HOLE IN THE TOP OF THE
 OQ0823'SOUTHEAST WINGWALL OF A CONCRETE BRIDGE CONSTRUCTED IN 1964.  IT
 OQ0823'IS 18 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.0 FOOT SOUTH OF
 OQ0823'THE SOUTHEAST CORNER OF THE BRIDGE, AND ABOUT 6-INCHES ABOVE THE
 OQ0823'LEVEL OF THE HIGHWAY.
 OQ0823'
 OQ0823'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE OF THE FARM DRIVEWAY
 OQ0823'AT THE STATION, GO EAST ON COUNTY ROAD 130 FOR 1.45 MILES TO A
 OQ0823'CONCRETE BRIDGE AND THE MARK AS DESCRIBED.
 OQ0823'
 OQ0823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0823'1.5 MILES EAST OF RENNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0107 ***********************************************************************
 PU0107  DESIGNATION -  REPOOC
 PU0107  PID         -  PU0107
 PU0107  STATE/COUNTY-  SD/MEADE
 PU0107  COUNTRY     -  US
 PU0107  USGS QUAD   -  OPAL EAST SE (2017)
 PU0107
 PU0107                         *CURRENT SURVEY CONTROL
 PU0107  ______________________________________________________________________
 PU0107* NAD 83(1996) POSITION- 44 48 26.52095(N) 102 16 17.54914(W)   ADJUSTED
 PU0107* NAVD 88 ORTHO HEIGHT -   794.895 (meters)     2607.92  (feet) ADJUSTED
 PU0107  ______________________________________________________________________
 PU0107  GEOID HEIGHT    -        -19.095 (meters)                     GEOID18
 PU0107  LAPLACE CORR    -         -7.27  (seconds)                    DEFLEC18
 PU0107  DYNAMIC HEIGHT  -        794.719 (meters)     2607.34  (feet) COMP
 PU0107  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 PU0107
 PU0107  HORZ ORDER      -  SECOND
 PU0107  VERT ORDER      -  SECOND    CLASS 0
 PU0107
 PU0107.The horizontal coordinates were established by classical geodetic methods
 PU0107.and adjusted by the National Geodetic Survey in January 1998.
 PU0107
 PU0107.The orthometric height was determined by differential leveling and
 PU0107.adjusted by the NATIONAL GEODETIC SURVEY
 PU0107.in June 1991.
 PU0107
 PU0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0107.GEOID18 height accuracy estimate available here.
 PU0107
 PU0107.Click photographs - Photos may exist for this station.
 PU0107
 PU0107.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0107
 PU0107.The dynamic height is computed by dividing the NAVD 88
 PU0107.geopotential number by the normal gravity value computed on the
 PU0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0107.degrees latitude (g = 980.6199 gals.).
 PU0107
 PU0107.The modeled gravity was interpolated from observed gravity values.
 PU0107
 PU0107. The following values were computed from the NAD 83(1996) position.
 PU0107
 PU0107;                    North         East     Units Scale Factor Converg.
 PU0107;SPC SD N     -   110,757.419   420,329.929   MT  0.99994812   -1 36 27.6
 PU0107;SPC SD N     -   363,376.63  1,379,032.44   sFT  0.99994812   -1 36 27.6
 PU0107;UTM  13      - 4,965,173.516   715,764.274   MT  1.00017250   +1 55 24.8
 PU0107
 PU0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0107!SPC SD N     -   0.99987838  x   0.99994812  =   0.99982650
 PU0107!UTM  13      -   0.99987838  x   1.00017250  =   1.00005086
 PU0107
 PU0107:                Primary Azimuth Mark                     Grid Az
 PU0107:SPC SD N     -  REPOOC AZ MK                             010 45 54.5
 PU0107:UTM  13      -  REPOOC AZ MK                             007 14 02.1
 PU0107
 PU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1576465173(NAD 83)
 PU0107
 PU0107|---------------------------------------------------------------------|
 PU0107| PID    Reference Object                     Distance      Geod. Az  |
 PU0107|                                                           dddmmss.s |
 PU0107| PU0104 REPOOC AZ MK                                       0090926.9 |
 PU0107| PU0108 REPOOC RM 1                          14.824 METERS 01218     |
 PU0107| PU0106 REPOOC RM 2                          16.327 METERS 11417     |
 PU0107|---------------------------------------------------------------------|
 PU0107
 PU0107                          SUPERSEDED SURVEY CONTROL
 PU0107
 PU0107  NAD 83(1993)-  44 48 26.51261(N)    102 16 17.54869(W) AD(       ) 2
 PU0107  NAD 83(1986)-  44 48 26.51261(N)    102 16 17.54875(W) AD(       ) 2
 PU0107  NAD 27      -  44 48 26.54270(N)    102 16 15.96100(W) AD(       ) 2
 PU0107  NGVD 29 (??/??/92)  794.437  (m)         2606.42   (f) ADJ UNCH    2 0
 PU0107  NGVD 29             794.44   (m)         2606.4    (f) LEVELING    3  
 PU0107
 PU0107.Superseded values are not recommended for survey control.
 PU0107
 PU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0107.See file dsdata.pdf to determine how the superseded data were derived.
 PU0107
 PU0107_MARKER: DS = TRIANGULATION STATION DISK
 PU0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0107_STAMPING: REPOOC 1962
 PU0107_MARK LOGO: CGS
 PU0107_PROJECTION: FLUSH
 PU0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0107+STABILITY: SURFACE MOTION
 PU0107
 PU0107  HISTORY     - Date     Condition        Report By
 PU0107  HISTORY     - 1962     MONUMENTED       CGS
 PU0107  HISTORY     - 1963     GOOD             CGS
 PU0107
 PU0107                          STATION DESCRIPTION
 PU0107
 PU0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0107'THE STATION IS LOCATED 17 MILES SOUTHWEST OF FAITH, 14 MILES
 PU0107'NORTHEAST OF RED OWL, ON THE TOP OF A LOW GRASSY RISE, IN
 PU0107'SECTION 22, T. 10 N. R 15 E., ON PROPERTY OWNED BY MR. DONALD
 PU0107'HANSEN.
 PU0107'
 PU0107'TO REACH THE STATION FROM THE POST OFFICE IN FAITH GO NORTH
 PU0107'ON AN OILED ROAD FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 PU0107'212.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 212 FOR 3.5 MILES
 PU0107'TO JUNCTION OF STATE HIGHWAY 73.  CONTINUE STRAIGHT AHEAD
 PU0107'AND GO WEST ON U.S. HIGHWAY 212 FOR 4.9 MILES TO A SIDE ROAD
 PU0107'LEFT AND A SIGN AVANCE 9 MILES.  TURN LEFT AND GO SOUTH ON A
 PU0107'GRAVELED ROAD FOR 6.0 MILES.  TURN RIGHT AND GO WEST ON A
 PU0107'GRAVELED ROAD FOR 2.0 MILES.  TURN LEFT AND GO SOUTH ON A
 PU0107'GRAVELED ROAD FOR 6.0 MILES.  TURN RIGHT AND GO WEST ON A
 PU0107'GRAVELED ROAD FOR 1.0 MILE.  TURN LEFT AND GO SOUTH ON A
 PU0107'GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD RIGHT AND THE
 PU0107'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT
 PU0107'AHEAD AND GO SOUTH ON THE GRAVELED ROAD FOR 0.9 MILE TO
 PU0107'A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE DIM
 PU0107'TRACK ROAD FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 PU0107'
 PU0107'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0107'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED REPOOC 1962.
 PU0107'
 PU0107'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU0107'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 PU0107'REPOOC NO 1 1962.
 PU0107'
 PU0107'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU0107'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 PU0107'REPOOC NO 2 1962.
 PU0107'
 PU0107'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0107'CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS STAMPED REPOOC
 PU0107'1962.  IT IS 50 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD,
 PU0107'35-1/2 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 10 FEET
 PU0107'SOUTH OF A FENCE CORNER, 2.6 FEET NORTH OF A METAL WITNESS
 PU0107'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 PU0107
 PU0107                          STATION RECOVERY (1963)
 PU0107
 PU0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0107'12.2 MI N FROM MARCUS.
 PU0107'ABOUT 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0107'POST OFFICE AT MARCUS, THENCE 11.0 MILES NORTH ALONG A GRAVELED
 PU0107'ROAD, THENCE 0.2 MILE WEST ALONG A TRAIL ROAD AND ON THE CREST
 PU0107'OF A HILL, IN SECTION 22, T 10 N, R 15 E, 16 FEET SOUTH OF THE
 PU0107'CENTER LINE OF THE TRAIL ROAD, ABOUT LEVEL WITH THE TRAIL, AND
 PU0107'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0104 ***********************************************************************
 PU0104  DESIGNATION -  REPOOC AZ MK
 PU0104  PID         -  PU0104
 PU0104  STATE/COUNTY-  SD/MEADE
 PU0104  COUNTRY     -  US
 PU0104  USGS QUAD   -  OPAL EAST SE (2017)
 PU0104
 PU0104                         *CURRENT SURVEY CONTROL
 PU0104  ______________________________________________________________________
 PU0104* NAD 83(1986) POSITION- 44 49 12.     (N) 102 16 07.     (W)   SCALED
 PU0104* NAVD 88 ORTHO HEIGHT -   778.530 (meters)     2554.23  (feet) ADJUSTED
 PU0104  ______________________________________________________________________
 PU0104  GEOID HEIGHT    -        -19.090 (meters)                     GEOID18
 PU0104  DYNAMIC HEIGHT  -        778.358 (meters)     2553.66  (feet) COMP
 PU0104  MODELED GRAVITY -    980,370.6   (mgal)                       NAVD 88
 PU0104
 PU0104  VERT ORDER      -  SECOND    CLASS 0
 PU0104
 PU0104.The horizontal coordinates were scaled from a map and have
 PU0104.an estimated accuracy of +/- 6 seconds.
 PU0104
 PU0104.The orthometric height was determined by differential leveling and
 PU0104.adjusted by the NATIONAL GEODETIC SURVEY
 PU0104.in June 1991.
 PU0104
 PU0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0104.GEOID18 height accuracy estimate available here.
 PU0104
 PU0104.Click photographs - Photos may exist for this station.
 PU0104
 PU0104.The dynamic height is computed by dividing the NAVD 88
 PU0104.geopotential number by the normal gravity value computed on the
 PU0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0104.degrees latitude (g = 980.6199 gals.).
 PU0104
 PU0104.The modeled gravity was interpolated from observed gravity values.
 PU0104
 PU0104;                    North         East    Units  Estimated Accuracy
 PU0104;SPC SD N     -   112,150.      420,600.      MT  (+/- 180 meters Scaled)
 PU0104
 PU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK159665(NAD 83)
 PU0104
 PU0104                          SUPERSEDED SURVEY CONTROL
 PU0104
 PU0104  NGVD 29 (??/??/92)  778.072  (m)         2552.72   (f) ADJ UNCH    2 0
 PU0104
 PU0104.Superseded values are not recommended for survey control.
 PU0104
 PU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0104.See file dsdata.pdf to determine how the superseded data were derived.
 PU0104
 PU0104_MARKER: DZ = AZIMUTH MARK DISK
 PU0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0104_STAMPING: REPOOC 1962
 PU0104_MARK LOGO: CGS
 PU0104_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0104+STABILITY: SURFACE MOTION
 PU0104
 PU0104  HISTORY     - Date     Condition        Report By
 PU0104  HISTORY     - 1962     MONUMENTED       CGS
 PU0104  HISTORY     - 1963     GOOD             CGS
 PU0104  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0104
 PU0104                          STATION DESCRIPTION
 PU0104
 PU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0104'16 MI SE FROM OPAL.
 PU0104'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0104'POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0104'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, OR 0.5 MILE
 PU0104'WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST OFFICE AT
 PU0104'MARCUS, THENCE 11.9 MILES NORTH ALONG A GRAVELED ROAD, AT
 PU0104'JUNCTION OF A NORTH-SOUTH ROAD, IN SECTION 22, T 10 N, R 15 E,
 PU0104'50 FEET SOUTH OF THE CENTER LINE OF THE T ROAD WEST, 35 1/2 FEET
 PU0104'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10 FEET SOUTH
 PU0104'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 2.6 MILES NORTH OF A
 PU0104'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0104'OF A CONCRETE POST PROJECTING 5 INCHES.
 PU0104
 PU0104                          STATION RECOVERY (1981)
 PU0104
 PU0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0108 ***********************************************************************
 PU0108  DESIGNATION -  REPOOC RM 1
 PU0108  PID         -  PU0108
 PU0108  STATE/COUNTY-  SD/MEADE
 PU0108  COUNTRY     -  US
 PU0108  USGS QUAD   -  OPAL EAST SE (2017)
 PU0108
 PU0108                         *CURRENT SURVEY CONTROL
 PU0108  ______________________________________________________________________
 PU0108* NAD 83(1986) POSITION- 44 48 26.99   (N) 102 16 17.41   (W)   HD_HELD1
 PU0108* NAVD 88 ORTHO HEIGHT -   794.762 (meters)     2607.48  (feet) ADJUSTED
 PU0108  ______________________________________________________________________
 PU0108  GEOID HEIGHT    -        -19.095 (meters)                     GEOID18
 PU0108  DYNAMIC HEIGHT  -        794.586 (meters)     2606.90  (feet) COMP
 PU0108  MODELED GRAVITY -    980,369.1   (mgal)                       NAVD 88
 PU0108
 PU0108  VERT ORDER      -  SECOND    CLASS 0
 PU0108
 PU0108.The horizontal coordinates were determined by differentially corrected
 PU0108.hand held GPS observations or other comparable positioning techniques
 PU0108.and have an estimated accuracy of +/- 3 meters.
 PU0108
 PU0108.The orthometric height was determined by differential leveling and
 PU0108.adjusted by the NATIONAL GEODETIC SURVEY
 PU0108.in June 1991.
 PU0108
 PU0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0108.GEOID18 height accuracy estimate available here.
 PU0108
 PU0108.Click photographs - Photos may exist for this station.
 PU0108
 PU0108.The dynamic height is computed by dividing the NAVD 88
 PU0108.geopotential number by the normal gravity value computed on the
 PU0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0108.degrees latitude (g = 980.6199 gals.).
 PU0108
 PU0108.The modeled gravity was interpolated from observed gravity values.
 PU0108
 PU0108;                    North         East    Units  Estimated Accuracy
 PU0108;SPC SD N     -   110,771.8     420,333.4     MT  (+/- 3 meters HH1 GPS) 
 PU0108
 PU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1576665188(NAD 83)
 PU0108
 PU0108                          SUPERSEDED SURVEY CONTROL
 PU0108
 PU0108  NGVD 29 (??/??/92)  794.304  (m)         2605.98   (f) ADJ UNCH    2 0
 PU0108
 PU0108.Superseded values are not recommended for survey control.
 PU0108
 PU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0108.See file dsdata.pdf to determine how the superseded data were derived.
 PU0108
 PU0108_MARKER: DR = REFERENCE MARK DISK
 PU0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0108_STAMPING: REPOOC NO 1 1962
 PU0108_MARK LOGO: CGS
 PU0108_PROJECTION: FLUSH
 PU0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0108+STABILITY: SURFACE MOTION
 PU0108
 PU0108  HISTORY     - Date     Condition        Report By
 PU0108  HISTORY     - 1962     MONUMENTED       CGS
 PU0108  HISTORY     - 1963     GOOD             CGS
 PU0108
 PU0108                          STATION DESCRIPTION
 PU0108
 PU0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0108'12.2 MI N FROM MARCUS.
 PU0108'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0108'POST OFFICE AT MARCUS, THENCE 11.0 MILES NORTH ALONG A GRAVELED
 PU0108'ROAD, THENCE 0.2 MILE WEST ALONG A TRAIL ROAD AND ON THE CREST
 PU0108'OF A HILL, IN SECTION 22, T 10 N, R 15 E, 32 FEET NORTH OF THE
 PU0108'CENTER LINE OF THE DIM TRAIL ROAD, 58.4 FEET NORTH OF REPOOC
 PU0108'1962, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0106 ***********************************************************************
 PU0106  DESIGNATION -  REPOOC RM 2
 PU0106  PID         -  PU0106
 PU0106  STATE/COUNTY-  SD/MEADE
 PU0106  COUNTRY     -  US
 PU0106  USGS QUAD   -  OPAL EAST SE (2017)
 PU0106
 PU0106                         *CURRENT SURVEY CONTROL
 PU0106  ______________________________________________________________________
 PU0106* NAD 83(1986) POSITION- 44 48 26.30   (N) 102 16 16.87   (W)   HD_HELD1
 PU0106* NAVD 88 ORTHO HEIGHT -   794.665 (meters)     2607.16  (feet) ADJUSTED
 PU0106  ______________________________________________________________________
 PU0106  GEOID HEIGHT    -        -19.095 (meters)                     GEOID18
 PU0106  DYNAMIC HEIGHT  -        794.489 (meters)     2606.59  (feet) COMP
 PU0106  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 PU0106
 PU0106  VERT ORDER      -  SECOND    CLASS 0
 PU0106
 PU0106.The horizontal coordinates were determined by differentially corrected
 PU0106.hand held GPS observations or other comparable positioning techniques
 PU0106.and have an estimated accuracy of +/- 3 meters.
 PU0106
 PU0106.The orthometric height was determined by differential leveling and
 PU0106.adjusted by the NATIONAL GEODETIC SURVEY
 PU0106.in June 1991.
 PU0106
 PU0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0106.GEOID18 height accuracy estimate available here.
 PU0106
 PU0106.Click photographs - Photos may exist for this station.
 PU0106
 PU0106.The dynamic height is computed by dividing the NAVD 88
 PU0106.geopotential number by the normal gravity value computed on the
 PU0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0106.degrees latitude (g = 980.6199 gals.).
 PU0106
 PU0106.The modeled gravity was interpolated from observed gravity values.
 PU0106
 PU0106;                    North         East    Units  Estimated Accuracy
 PU0106;SPC SD N     -   110,750.2     420,344.7     MT  (+/- 3 meters HH1 GPS) 
 PU0106
 PU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1577965167(NAD 83)
 PU0106
 PU0106                          SUPERSEDED SURVEY CONTROL
 PU0106
 PU0106  NGVD 29 (??/??/92)  794.207  (m)         2605.66   (f) ADJ UNCH    2 0
 PU0106
 PU0106.Superseded values are not recommended for survey control.
 PU0106
 PU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0106.See file dsdata.pdf to determine how the superseded data were derived.
 PU0106
 PU0106_MARKER: DR = REFERENCE MARK DISK
 PU0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0106_STAMPING: REPOOC NO 2 1962
 PU0106_MARK LOGO: CGS
 PU0106_PROJECTION: FLUSH
 PU0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0106+STABILITY: SURFACE MOTION
 PU0106
 PU0106  HISTORY     - Date     Condition        Report By
 PU0106  HISTORY     - 1962     MONUMENTED       CGS
 PU0106  HISTORY     - 1963     GOOD             CGS
 PU0106
 PU0106                          STATION DESCRIPTION
 PU0106
 PU0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0106'12.2 MI N FROM MARCUS.
 PU0106'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0106'POST OFFICE AT MARCUS, THENCE 11.0 MILES NORTH ALONG A GRAVELED
 PU0106'ROAD, THENCE 0.2 MILES WEST ALONG A TRAIL ROAD AND ON THE CREST
 PU0106'OF A HILL, IN SECTION 22, T 10 N, R 15 E, 18 FEET SOUTH OF THE
 PU0106'DIM TRAIL ROAD, 53.4 FEET SOUTHEAST OF REPOOC 1962, AND SET IN
 PU0106'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2276 ***********************************************************************
 PU2276  DESIGNATION -  RESERVOIR
 PU2276  PID         -  PU2276
 PU2276  STATE/COUNTY-  SD/BUTTE
 PU2276  COUNTRY     -  US
 PU2276  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU2276
 PU2276                         *CURRENT SURVEY CONTROL
 PU2276  ______________________________________________________________________
 PU2276* NAD 83(1996) POSITION- 44 58 22.38055(N) 103 18 28.77055(W)   ADJUSTED
 PU2276* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 PU2276  ______________________________________________________________________
 PU2276  GEOID HEIGHT    -        -16.639 (meters)                     GEOID18
 PU2276  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC18
 PU2276  HORZ ORDER      -  SECOND
 PU2276
 PU2276.The horizontal coordinates were established by classical geodetic methods
 PU2276.and adjusted by the National Geodetic Survey in January 1998.
 PU2276
 PU2276.The orthometric height was scaled from a topographic map.
 PU2276
 PU2276.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2276.GEOID18 height accuracy estimate available here.
 PU2276
 PU2276.Click photographs - Photos may exist for this station.
 PU2276
 PU2276.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2276
 PU2276. The following values were computed from the NAD 83(1996) position.
 PU2276
 PU2276;                    North         East     Units Scale Factor Converg.
 PU2276;SPC SD N     -   131,959.631   339,140.569   MT  0.99994004   -2 20 28.3
 PU2276;SPC SD N     -   432,937.56  1,112,663.68   sFT  0.99994004   -2 20 28.3
 PU2276;UTM  13      - 4,981,330.656   633,419.061   MT  0.99981888   +1 11 45.7
 PU2276
 PU2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2276!SPC SD N     -   0.99985925  x   0.99994004  =   0.99979930
 PU2276!UTM  13      -   0.99985925  x   0.99981888  =   0.99967816
 PU2276
 PU2276:                Primary Azimuth Mark                     Grid Az
 PU2276:SPC SD N     -  RESERVOIR AZ MK RESET                    224 09 39.4
 PU2276:UTM  13      -  RESERVOIR AZ MK RESET                    220 37 25.4
 PU2276
 PU2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3341981330(NAD 83)
 PU2276
 PU2276|---------------------------------------------------------------------|
 PU2276| PID    Reference Object                     Distance      Geod. Az  |
 PU2276|                                                           dddmmss.s |
 PU2276| CQ4775 RESERVOIR AZ MK                                    0413608.2 |
 PU2276| CQ4777 RESERVOIR RM 1                        8.078 METERS 13857     |
 PU2276| PU1325 RESERVOIR AZ MK RESET                              2214911.1 |
 PU2276| CQ4778 RESERVOIR RM 2                        7.688 METERS 22901     |
 PU2276|---------------------------------------------------------------------|
 PU2276
 PU2276                          SUPERSEDED SURVEY CONTROL
 PU2276
 PU2276  NAD 83(1993)-  44 58 22.37455(N)    103 18 28.76838(W) AD(       ) 2
 PU2276  NAD 83(1986)-  44 58 22.37056(N)    103 18 28.76625(W) AD(       ) 2
 PU2276  NAD 27      -  44 58 22.40910(N)    103 18 27.11200(W) AD(       ) 2
 PU2276
 PU2276.Superseded values are not recommended for survey control.
 PU2276
 PU2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2276.See file dsdata.pdf to determine how the superseded data were derived.
 PU2276
 PU2276_MARKER: DS = TRIANGULATION STATION DISK
 PU2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2276_STAMPING: RESERVOIR 1951
 PU2276_MARK LOGO: CGS
 PU2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2276+STABILITY: SURFACE MOTION
 PU2276
 PU2276  HISTORY     - Date     Condition        Report By
 PU2276  HISTORY     - 1951     MONUMENTED       CGS
 PU2276  HISTORY     - 1962     GOOD             CGS
 PU2276
 PU2276                          STATION DESCRIPTION
 PU2276
 PU2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2276'THE STATION IS LOCATED ABOUT 19 MILES NORTH-NORTHEAST OF NEWELL,
 PU2276'IN THE SOUTHEAST 1/4 OF SECTION 30, T 12 N, R 7 E, AND ON THE
 PU2276'HIGHEST POINT OF A LOW RIDGE.  IT IS 6 FEET NORTH OF A WITNESS
 PU2276'POST.
 PU2276'
 PU2276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PU2276'AND STATE HIGHWAY 79 AT THE NORTH EDGE OF NEWELL.  GO EAST
 PU2276'ON U.S. HIGHWAY 212 FOR 2.8 MILES TO A CROSS ROAD AND A SIGN
 PU2276'TWILIGHT.  TURN LEFT AND FOLLOW THE MAIN GRADED ROAD NORTHEAST
 PU2276'AND NORTH FOR 16.5 MILES TO A GRAVELED ROAD LEADING NORTHEAST.
 PU2276'BEAR LEFT AND CONTINUE NORTH ON THE GRADED ROAD FOR 2.1
 PU2276'MILES TO THE END OF THE GRADED ROAD.  TURN LEFT AND FOLLOW A
 PU2276'TRACK ROAD WEST 0.8 MILE TO A DIM FORK.  BEAR RIGHT AND GO
 PU2276'NORTHWEST 0.6 MILE TO A DAM.  CROSS THE DAM AND CONTINUE
 PU2276'NORTHWEST ON A DIM TRACK ROAD FOR 0.45 MILE TO THE TOP OF A
 PU2276'RIDGE AND THE AZIMUTH MARK.  CONTINUE NORTHWEST ALONG THE
 PU2276'TOP OF THE RIDGE FOR 0.5 MILE TO THE HIGHEST POINT AND THE
 PU2276'STATION.
 PU2276'
 PU2276'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2276'RESERVOIR 1951.
 PU2276'
 PU2276'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE WITNESS POST.
 PU2276'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED RESERVOIR
 PU2276'NO 1 1951.
 PU2276'
 PU2276'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2276'RESERVOIR NO 2 1951.
 PU2276'
 PU2276'THE AZIMUTH MARK IS 98 FEET NORTHEAST OF THE CENTER OF THE TRACK
 PU2276'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2276'RESERVOIR 1951.
 PU2276'
 PU2276'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2276'CONCRETE CYLINDERS.
 PU2276
 PU2276                          STATION RECOVERY (1962)
 PU2276
 PU2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2276'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED,
 PU2276'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 PU2276'WAS NOT RECOVERED AND A NEW MARK WAS ESTABLISHED THIS DATE
 PU2276'AS DESCRIBED BELOW.  DUE TO ERRORS IN THE ORIGINAL DESCRIPTION
 PU2276'A NEW DESCRIPTION FOLLOWS.
 PU2276'
 PU2276'STATION IS LOCATED ABOUT 19.0 MILES NORTH-NORTHEAST OF NEWELL,
 PU2276'6.0 MILES EAST OF THE CASTLE ROCK POST OFFICE AND IT IS ON THE
 PU2276'HIGHEST POINT OF A LOW NORTHWEST BY SOUTHEAST RIDGE THAT IS UNDER
 PU2276'CULTIVATION.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 30, T 12 N,
 PU2276'R 7 E AND THE PROPERTY IS OWNED BY MR. PAUL SHUMER OF STURGIS,
 PU2276'SOUTH DAKOTA.
 PU2276'
 PU2276'TO REACH THE STATION FROM THE POST OFFICE AT CASTLE ROCK.
 PU2276'(LOCATED 18.0 MILES NORTH OF NEWELL.) GO SOUTH ON STATE
 PU2276'HIGHWAY 79 FOR 0.65 MILES TO A SIDE ROAD TO THE LEFT, TURN
 PU2276'LEFT AND GO EAST ON A GRADED DIRT ROAD FOR 3.1 MILES TO A
 PU2276'CROSSROAD AND A FARM HOUSE IN THE SOUTHWEST ANGLE, CONTINUE
 PU2276'EAST ON A GRADED DIRT ROAD FOR 1.0 MILE TO A SIDE ROAD TO THE
 PU2276'LEFT ON THE WEST SIDE OF A CATTLE GUARD AND FENCE LINE.*
 PU2276'TURN LEFT AND GO NORTH ON A FARM TRACK ROAD ALONG THE WEST
 PU2276'SIDE OF A FENCE LINE FOR 1.0 MILE TO A FENCE CORNER, TURN
 PU2276'RIGHT AND GO EAST ALONG THE NORTH SIDE OF A FENCE LINE FOR
 PU2276'1.0 MILE TO A FENCE CORNER, KEEP LEFT ON A DIM TRACK ROAD
 PU2276'AND GO NORTHEAST FOR 0.4 MILE, TURN RIGHT OFF THE TRACK
 PU2276'ROAD AND GO EAST THROUGH CULTIVATED FIELDS FOR 0.75 MILES
 PU2276'TO THE SUMMIT OF A LOW RIDGE AND THE STATION AS DESCRIBED.
 PU2276'
 PU2276'STATION MARK IS 5.3 FEET NORTH OF A 4 BY 4 WOODEN WITNESS
 PU2276'POST.  IT IS STAMPED--RESERVOIR 1951 AND IT IS SET FLUSH WITH
 PU2276'THE GROUND SURFACE.
 PU2276'
 PU2276'R.M. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 PU2276'STAMPED--RESERVOIR NO 1 1951 AND PROJECTS 2 INCHES.
 PU2276'
 PU2276'R.M. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 PU2276'STAMPED--RESERVOIR NO 2 1951 AND PROJECTS 3 INCHES.
 PU2276'
 PU2276'*TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD MENTIONED
 PU2276'IN THE DESCRIPTION, CONTINUE EAST ON A GRADED DIRT ROAD FOR
 PU2276'0.5 MILES TO THE AZIMUTH MARK ON THE LEFT, 79 FEET NORTH
 PU2276'OF THE CENTER OF A GRADED DIRT ROAD AND 2-1/2 FEET WEST OF A
 PU2276'POWER LINE POLE.  IT IS STAMPED--RESERVOIR 1951 RESET 1962
 PU2276'AND PROJECTS 5 INCHES.
 PU2276'
 PU2276'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU2276'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1325 ***********************************************************************
 PU1325  DESIGNATION -  RESERVOIR AZ MK RESET
 PU1325  PID         -  PU1325
 PU1325  STATE/COUNTY-  SD/BUTTE
 PU1325  COUNTRY     -  US
 PU1325  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1325
 PU1325                         *CURRENT SURVEY CONTROL
 PU1325  ______________________________________________________________________
 PU1325* NAD 83(1986) POSITION- 44 57 11.     (N) 103 19 57.     (W)   SCALED
 PU1325* NAVD 88 ORTHO HEIGHT -   931.494 (meters)     3056.08  (feet) ADJUSTED
 PU1325  ______________________________________________________________________
 PU1325  GEOID HEIGHT    -        -16.583 (meters)                     GEOID18
 PU1325  DYNAMIC HEIGHT  -        931.274 (meters)     3055.35  (feet) COMP
 PU1325  MODELED GRAVITY -    980,349.7   (mgal)                       NAVD 88
 PU1325
 PU1325  VERT ORDER      -  SECOND    CLASS 0
 PU1325
 PU1325.The horizontal coordinates were scaled from a map and have
 PU1325.an estimated accuracy of +/- 6 seconds.
 PU1325
 PU1325.The orthometric height was determined by differential leveling and
 PU1325.adjusted by the NATIONAL GEODETIC SURVEY
 PU1325.in June 1991.
 PU1325
 PU1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1325.GEOID18 height accuracy estimate available here.
 PU1325
 PU1325.Click photographs - Photos may exist for this station.
 PU1325
 PU1325.The dynamic height is computed by dividing the NAVD 88
 PU1325.geopotential number by the normal gravity value computed on the
 PU1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1325.degrees latitude (g = 980.6199 gals.).
 PU1325
 PU1325.The modeled gravity was interpolated from observed gravity values.
 PU1325
 PU1325;                    North         East    Units  Estimated Accuracy
 PU1325;SPC SD N     -   129,840.      337,120.      MT  (+/- 180 meters Scaled)
 PU1325
 PU1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK315790(NAD 83)
 PU1325
 PU1325                          SUPERSEDED SURVEY CONTROL
 PU1325
 PU1325  NGVD 29 (??/??/92)  931.018  (m)         3054.51   (f) ADJ UNCH    2 0
 PU1325
 PU1325.Superseded values are not recommended for survey control.
 PU1325
 PU1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1325.See file dsdata.pdf to determine how the superseded data were derived.
 PU1325
 PU1325_MARKER: DZ = AZIMUTH MARK DISK
 PU1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1325_STAMPING: RESERVOIR 1951 RESET 1962
 PU1325_MARK LOGO: CGS
 PU1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1325+STABILITY: SURFACE MOTION
 PU1325
 PU1325  HISTORY     - Date     Condition        Report By
 PU1325  HISTORY     - 1962     MONUMENTED       CGS
 PU1325  HISTORY     - 1963     GOOD             CGS
 PU1325
 PU1325                          STATION DESCRIPTION
 PU1325
 PU1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1325'5.2 MI SE FROM CASTLE ROCK.
 PU1325'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1325'OFFICE AT CASTLE ROCK, THENCE 4.65 MILES SOUTHEAST ALONG A
 PU1325'GRADED COUNTY ROAD, 80 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 PU1325'2.6 FEET WEST OF A POWER POLE, 1.4 FEET EAST OF A METAL WITNESS
 PU1325'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PU1325'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0475 ***********************************************************************
 QT0475  DESIGNATION -  REVA
 QT0475  PID         -  QT0475
 QT0475  STATE/COUNTY-  SD/HARDING
 QT0475  COUNTRY     -  US
 QT0475  USGS QUAD   -  BATTLESHIP ROCK (2017)
 QT0475
 QT0475                         *CURRENT SURVEY CONTROL
 QT0475  ______________________________________________________________________
 QT0475* NAD 83(1996) POSITION- 45 34 50.46150(N) 103 12 46.24905(W)   ADJUSTED
 QT0475* NAVD 88 ORTHO HEIGHT -  1105.1   (meters)     3626.    (feet) VERTCON3
 QT0475  ______________________________________________________________________
 QT0475  GEOID HEIGHT    -        -16.355 (meters)                     GEOID18
 QT0475  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 QT0475  HORZ ORDER      -  FIRST
 QT0475
 QT0475.The horizontal coordinates were established by classical geodetic methods
 QT0475.and adjusted by the National Geodetic Survey in January 1998.
 QT0475
 QT0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0475
 QT0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0475.GEOID18 height accuracy estimate available here.
 QT0475
 QT0475.Click photographs - Photos may exist for this station.
 QT0475
 QT0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0475
 QT0475. The following values were computed from the NAD 83(1996) position.
 QT0475
 QT0475;                    North         East     Units Scale Factor Converg.
 QT0475;SPC SD N     -   199,150.211   349,319.383   MT  0.99998180   -2 16 25.9
 QT0475;SPC SD N     -   653,378.65  1,146,058.68   sFT  0.99998180   -2 16 25.9
 QT0475;UTM  13      - 5,049,013.617   639,424.564   MT  0.99983900   +1 16 36.0
 QT0475
 QT0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0475!SPC SD N     -   0.99982934  x   0.99998180  =   0.99981114
 QT0475!UTM  13      -   0.99982934  x   0.99983900  =   0.99966837
 QT0475
 QT0475:                Primary Azimuth Mark                     Grid Az
 QT0475:SPC SD N     -  REVA AZ MK                               157 40 06.3
 QT0475:UTM  13      -  REVA AZ MK                               154 07 04.4
 QT0475
 QT0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3942449013(NAD 83)
 QT0475
 QT0475|---------------------------------------------------------------------|
 QT0475| PID    Reference Object                     Distance      Geod. Az  |
 QT0475|                                                           dddmmss.s |
 QT0475| CQ9316 REVA AZ MK                                         1552340.4 |
 QT0475| CQ9317 REVA RM 1                            49.268 METERS 16521     |
 QT0475| QT0508 HAYSTACK BUTTE HIGHEST POINT        APPROX.60.5 KM 1980730.4 |
 QT0475| CQ9318 REVA RM 2                            20.657 METERS 27604     |
 QT0475|---------------------------------------------------------------------|
 QT0475
 QT0475                          SUPERSEDED SURVEY CONTROL
 QT0475
 QT0475  NAD 83(1993)-  45 34 50.45156(N)    103 12 46.24621(W) AD(       ) 1
 QT0475  NAD 83(1986)-  45 34 50.45002(N)    103 12 46.24442(W) AD(       ) 1
 QT0475  NAD 27      -  45 34 50.46700(N)    103 12 44.60900(W) AD(       ) 1
 QT0475  USSD        -  45 34 51.06000(N)    103 12 44.16900(W) AD(       ) 3
 QT0475  NGVD 29 (07/19/86) 1104.6    (m)         3624.     (f) VERT ANG       
 QT0475
 QT0475.Superseded values are not recommended for survey control.
 QT0475
 QT0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0475.See file dsdata.pdf to determine how the superseded data were derived.
 QT0475
 QT0475_MARKER: DS = TRIANGULATION STATION DISK
 QT0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0475_STAMPING: REVA 1912
 QT0475_MARK LOGO: CGS
 QT0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0475+STABILITY: SURFACE MOTION
 QT0475
 QT0475  HISTORY     - Date     Condition        Report By
 QT0475  HISTORY     - 1912     MONUMENTED       CGS
 QT0475  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QT0475
 QT0475                          STATION DESCRIPTION
 QT0475
 QT0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0475'ABOUT 16 MILES EAST OF BUFFALO AND ABOUT ONE-HALF MILE NORTH
 QT0475'OF THE TOP OF THE OLD MOONSHINE TRAIL, ON THE HIGHEST POINT
 QT0475'AT THE NORTH END OF THE SLIM BUTTES, ON AN ISOLATED KNOB CONNECTED
 QT0475'TO THE MAIN BUTTE BY A SHORT LOW SPUR.  IT IS THE HIGHEST POINT
 QT0475'IN SEC. 25, T. 19 N., R. 8 E.  THE STATION IS MARKED BY A
 QT0475'STANDARD DISK STATION MARK, SET IN THE TOP OF A CONCRETE CYLINDER
 QT0475'7 INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 QT0475'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 QT0475'CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 QT0475'MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES
 QT0475'LONG SET IN A BOULDER ABOUT 25 INCHES BELOW THE SURFACE OF
 QT0475'THE GROUND.  A REFERENCE MARK, IS ON THE SOUTH END OF THE
 QT0475'KNOB 7 METERS LOWER THAN THE STATION AND 48.72 METERS
 QT0475'DISTANT S 14 DEG 37 MIN E.  THE REFERENCE MARK CONSISTS
 QT0475'OF A STANDARD DISK, CEMENTED IN SOLID ROCK.  LATITUDE AND
 QT0475'AZIMUTH OBSERVATIONS WERE MADE AT THIS STATION.
 QT0475
 QT0475                          STATION RECOVERY (1952)
 QT0475
 QT0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0475'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0475'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE.  THEREFORE, A
 QT0475'COMPLETE DESCRIPTION FOLLOWS--
 QT0475'
 QT0475'THE STATION IS ABOUT 15-1/2 MILES EAST OF BUFFALO, 6-1/2 MILES
 QT0475'NORTHWEST OF REVA, 3 MILES NORTH OF STATE HIGHWAY 8, IN CUSTER
 QT0475'NATIONAL FOREST, AND IN SECTION 25, T 19 N, R 8 E.
 QT0475'
 QT0475'TO REACH THE STATION FROM THE POST OFFICE IN REVA, GO WEST ON
 QT0475'STATE HIGHWAY 8 FOR 2.1 MILES TO A WIRE GATE ON RIGHT, TURN RIGHT
 QT0475'THROUGH GATE AND FOLLOW TRACK ROAD NORTHWEST FOR 0.8 MILE TO A
 QT0475'FORK, BEAR LEFT AND GO WEST ON TRACK ROAD FOR 0.8 MILE TO A WIRE
 QT0475'GATE, PASS THROUGH GATE AND CONTINUE WEST FOR 0.2 MILE TO A FORK,
 QT0475'BEAR RIGHT AND GO NORTHWEST ON TRACK ROAD FOR 0.6 MILE TO A
 QT0475'WIRE GATE AT ENTRANCE TO CUSTER NATIONAL FOREST, CONTINUE
 QT0475'NORTHWEST FOR 1.35 MILES TO A WIRE GATE, PASS THROUGH GATE AND
 QT0475'CONTINUE NORTHWEST FOR 0.8 MILE TO A WIRE GATE, PASS THROUGH
 QT0475'GATE AND GO WEST FOR 0.35 MILE TO A FORK, BEAR LEFT AND
 QT0475'CONTINUE WEST FOR 0.2 MILE TO THE AZIMUTH MARK ON LEFT, BEAR
 QT0475'RIGHT AND GO NORTHWEST FOR 0.25 MILE TO A FENCE CORNER, BEAR
 QT0475'RIGHT AND GO NORTH ALONG WEST EDGE OF FIELD FOR 0.45 MILE,
 QT0475'TURN LEFT OFF TRACK ROAD AND GO WEST FOR 0.3 MILE TO TOP
 QT0475'OF HIGH KNOLL AND STATION.
 QT0475'
 QT0475'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED REVA
 QT0475'1912.
 QT0475'
 QT0475'REFERENCE MARK 1 IS ON THE SOUTH EDGE OF THE KNOLL.  THE MARK
 QT0475'IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND THE
 QT0475'DISK IS STAMPED REVA NO 1 1912.
 QT0475'
 QT0475'REFERENCE MARK 2 IS ON THE WEST EDGE OF THE KNOLL.  THE MARK
 QT0475'IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND THE DISK
 QT0475'IS STAMPED REVA NO 2 1912 AND 1938.
 QT0475'
 QT0475'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF A TRACK
 QT0475'ROAD AND 2 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE MARK
 QT0475'PROJECTS 2 INCHES, AND THE DISK IS STAMPED REVA 1912 AND 1938.
 QT0475'
 QT0475'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1090 ***********************************************************************
 PT1090  DESIGNATION -  REWLS CHIMNEY
 PT1090  PID         -  PT1090
 PT1090  STATE/COUNTY-  SD/STANLEY
 PT1090  COUNTRY     -  US
 PT1090  USGS QUAD   -  STANDING BUTTE (2017)
 PT1090
 PT1090                         *CURRENT SURVEY CONTROL
 PT1090  ______________________________________________________________________
 PT1090* NAD 83(1996) POSITION- 44 30 14.02438(N) 100 52 00.62323(W)   ADJUSTED
 PT1090  ______________________________________________________________________
 PT1090  GEOID HEIGHT    -        -22.345 (meters)                     GEOID18
 PT1090  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 PT1090  HORZ ORDER      -  THIRD
 PT1090
 PT1090.The horizontal coordinates were established by classical geodetic methods
 PT1090.and adjusted by the National Geodetic Survey in January 1998.
 PT1090
 PT1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1090.GEOID18 height accuracy estimate available here.
 PT1090
 PT1090.Click photographs - Photos may exist for this station.
 PT1090
 PT1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1090
 PT1090. The following values were computed from the NAD 83(1996) position.
 PT1090
 PT1090;                    North         East     Units Scale Factor Converg.
 PT1090;SPC SD S     -   241,281.029   557,572.459   MT  1.00002648   -0 22 04.9
 PT1090;SPC SD S     -   791,602.84  1,829,302.31   sFT  1.00002648   -0 22 04.9
 PT1090;UTM  14      - 4,929,536.857   351,599.824   MT  0.99987083   -1 18 31.7
 PT1090
 PT1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5159929536(NAD 83)
 PT1090
 PT1090                          SUPERSEDED SURVEY CONTROL
 PT1090
 PT1090  NAD 83(1986)-  44 30 14.01830(N)    100 52 00.62498(W) AD(       ) 3
 PT1090  NAD 27      -  44 30 14.08500(N)    100 51 59.09300(W) AD(       ) 3
 PT1090
 PT1090.Superseded values are not recommended for survey control.
 PT1090
 PT1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1090.See file dsdata.pdf to determine how the superseded data were derived.
 PT1090
 PT1090_MARKER: 85 = CHIMNEY
 PT1090
 PT1090  HISTORY     - Date     Condition        Report By
 PT1090  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1090
 PT1090                          STATION DESCRIPTION
 PT1090
 PT1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1090'THE HOUSE IS ABOUT 12 MILES NORTHEAST OF HAYES, 9 MILES NORTH
 PT1090'OF U.S. HIGHWAY 14, AND 3 MILES EAST OF TRIANGULATION STATION
 PT1090'HOPEWELL.
 PT1090'
 PT1090'IT IS A WHITE WOODEN BUILDING ABOUT 30 FEET HIGH WITH A
 PT1090'RED BRICK CHIMNEY IN THE CENTER OF THE ROOF.
 PT1090'
 PT1090'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CHIMNEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0718 ***********************************************************************
 PS0718  DESIGNATION -  REYNOLDS
 PS0718  PID         -  PS0718
 PS0718  STATE/COUNTY-  SD/HUGHES
 PS0718  COUNTRY     -  US
 PS0718  USGS QUAD   -  JOE CREEK (2017)
 PS0718
 PS0718                         *CURRENT SURVEY CONTROL
 PS0718  ______________________________________________________________________
 PS0718* NAD 83(1996) POSITION- 44 10 48.32468(N) 099 46 10.52951(W)   ADJUSTED
 PS0718* NAVD 88 ORTHO HEIGHT -   552.53  (+/-2cm)     1812.8   (feet) VERTCON3
 PS0718  ______________________________________________________________________
 PS0718  GEOID HEIGHT    -        -24.157 (meters)                     GEOID18
 PS0718  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 PS0718  HORZ ORDER      -  SECOND
 PS0718  VERT ORDER      -  THIRD ? (See Below)
 PS0718
 PS0718.The horizontal coordinates were established by classical geodetic methods
 PS0718.and adjusted by the National Geodetic Survey in January 1998.
 PS0718
 PS0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0718
 PS0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0718.GEOID18 height accuracy estimate available here.
 PS0718
 PS0718.The vertical order pertains to the NGVD 29 superseded value.
 PS0718
 PS0718.Click photographs - Photos may exist for this station.
 PS0718
 PS0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0718
 PS0718. The following values were computed from the NAD 83(1996) position.
 PS0718
 PS0718;                    North         East     Units Scale Factor Converg.
 PS0718;SPC SD S     -   205,317.257   645,076.214   MT  0.99995491   +0 23 20.0
 PS0718;SPC SD S     -   673,611.70  2,116,387.55   sFT  0.99995491   +0 23 20.0
 PS0718;UTM  14      - 4,892,163.302   438,485.566   MT  0.99964654   -0 32 10.9
 PS0718
 PS0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0718!SPC SD S     -   0.99991716  x   0.99995491  =   0.99987207
 PS0718!UTM  14      -   0.99991716  x   0.99964654  =   0.99956373
 PS0718
 PS0718:                Primary Azimuth Mark                     Grid Az
 PS0718:SPC SD S     -  CEDAR RIVER                              229 31 32.0
 PS0718:UTM  14      -  CEDAR RIVER                              230 27 02.9
 PS0718
 PS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3848592163(NAD 83)
 PS0718
 PS0718|---------------------------------------------------------------------|
 PS0718| PID    Reference Object                     Distance      Geod. Az  |
 PS0718|                                                           dddmmss.s |
 PS0718| PS0720 CEDAR RIVER                         APPROX.14.5 KM 2295452.0 |
 PS0718|---------------------------------------------------------------------|
 PS0718
 PS0718                          SUPERSEDED SURVEY CONTROL
 PS0718
 PS0718  NAD 83(1986)-  44 10 48.32212(N)    099 46 10.53444(W) AD(       ) 2
 PS0718  NAD 27      -  44 10 48.37300(N)    099 46 09.10900(W) AD(       ) 2
 PS0718  MORC        -  44 10 45.69000(N)    099 46 09.14000(W) AD(       ) 3
 PS0718  NGVD 29             552.20   (m)         1811.7    (f) LEVELING    3  
 PS0718
 PS0718.Superseded values are not recommended for survey control.
 PS0718
 PS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0718.See file dsdata.pdf to determine how the superseded data were derived.
 PS0718
 PS0718_MARKER: Z = SEE DESCRIPTION
 PS0718_SETTING: 0 = UNSPECIFIED SETTING
 PS0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0718
 PS0718  HISTORY     - Date     Condition        Report By
 PS0718  HISTORY     - 1889     MONUMENTED       MORC
 PS0718
 PS0718                          STATION DESCRIPTION
 PS0718
 PS0718'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PS0718'REYNOLDS IS ON LEFT BANK, ON A SMALL, FLAT TABLE-LAND 250
 PS0718'FEET IN DIAMETER, ON HIGHEST LAND IN VICINITY, 1 MILE EAST
 PS0718'FROM REYNOLDS CREEK (JOE CREEK), AND 4 MILES NORTH OF THE
 PS0718'MOUTH.  3 MILES WEST FROM ST. JOHNS RANCH.  THE STATION IS
 PS0718'SOUTH OF THE WIRE FENCE ACROSS THE BEND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0591 ***********************************************************************
 QR0591  DESIGNATION -  RICHARD
 QR0591  PID         -  QR0591
 QR0591  STATE/COUNTY-  SD/BROWN
 QR0591  COUNTRY     -  US
 QR0591  USGS QUAD   -  RUDOLPH (2017)
 QR0591
 QR0591                         *CURRENT SURVEY CONTROL
 QR0591  ______________________________________________________________________
 QR0591* NAD 83(1996) POSITION- 45 19 47.79802(N) 098 35 38.97691(W)   ADJUSTED
 QR0591* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) SCALED
 QR0591  ______________________________________________________________________
 QR0591  GEOID HEIGHT    -        -24.221 (meters)                     GEOID18
 QR0591  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 QR0591  HORZ ORDER      -  FIRST
 QR0591
 QR0591.The horizontal coordinates were established by classical geodetic methods
 QR0591.and adjusted by the National Geodetic Survey in January 1998.
 QR0591
 QR0591.The orthometric height was scaled from a topographic map.
 QR0591
 QR0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0591.GEOID18 height accuracy estimate available here.
 QR0591
 QR0591.Click photographs - Photos may exist for this station.
 QR0591
 QR0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0591
 QR0591. The following values were computed from the NAD 83(1996) position.
 QR0591
 QR0591;                    North         East     Units Scale Factor Converg.
 QR0591;SPC SD N     -   167,265.691   710,197.046   MT  0.99995093   +0 59 41.9
 QR0591;SPC SD N     -   548,770.85  2,330,038.14   sFT  0.99995093   +0 59 41.9
 QR0591;UTM  14      - 5,019,684.148   531,802.266   MT  0.99961243   +0 17 19.0
 QR0591
 QR0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0591!SPC SD N     -   0.99993948  x   0.99995093  =   0.99989041
 QR0591!UTM  14      -   0.99993948  x   0.99961243  =   0.99955193
 QR0591
 QR0591:                Primary Azimuth Mark                     Grid Az
 QR0591:SPC SD N     -  RICHARD AZ MK                            065 41 39.8
 QR0591:UTM  14      -  RICHARD AZ MK                            066 24 02.7
 QR0591
 QR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3180219684(NAD 83)
 QR0591
 QR0591|---------------------------------------------------------------------|
 QR0591| PID    Reference Object                     Distance      Geod. Az  |
 QR0591|                                                           dddmmss.s |
 QR0591| CO6743 RICHARD RM 1                         28.662 METERS 01028     |
 QR0591| QR0573 ABERDEEN BROWN CO CTHSE DOME        APPROX.17.2 KM 0291948.3 |
 QR0591| QR0572 ABERDEEN EPIS CHURCH SPIRE          APPROX.16.7 KM 0300817.4 |
 QR0591| QR0574 ABERDEEN MUNICIPAL TANK             APPROX.16.1 KM 0320333.2 |
 QR0591| QR0576 ABERDEEN N NORM INDUS SCH STK       APPROX.16.0 KM 0331524.8 |
 QR0591| QR0582 ABERDEEN SIEBRECHT FLORIST STK      APPROX.13.7 KM 0335408.3 |
 QR0591| AH8527 RICHARD AZ MK                                      0664121.7 |
 QR0591| QR0569 WARNER SCHOOLHOUSE BRICK STACK      APPROX. 7.6 KM 0944036.8 |
 QR0591| QR0596 MANSFIELD PRESB CHURCH SPIRE        APPROX.10.1 KM 1655129.4 |
 QR0591| CO6744 RICHARD RM 2                         34.765 METERS 24848     |
 QR0591| QR0614 RICHLAND METHODIST CH SPIRE         APPROX.18.3 KM 2703054.8 |
 QR0591| QR0593 ABANDONED CATH CHURCH SPIRE         APPROX. 9.5 KM 2975508.7 |
 QR0591| QR0592 SAINT JOHNS EVAN LUTH CH            APPROX. 3.8 KM 3293955.5 |
 QR0591|---------------------------------------------------------------------|
 QR0591
 QR0591                          SUPERSEDED SURVEY CONTROL
 QR0591
 QR0591  NAD 83(1986)-  45 19 47.81276(N)    098 35 38.96800(W) AD(       ) 1
 QR0591  NAD 27      -  45 19 47.89500(N)    098 35 37.62300(W) AD(       ) 1
 QR0591
 QR0591.Superseded values are not recommended for survey control.
 QR0591
 QR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0591.See file dsdata.pdf to determine how the superseded data were derived.
 QR0591
 QR0591_MARKER: DS = TRIANGULATION STATION DISK
 QR0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0591_STAMPING: RICHARD 1934
 QR0591_MARK LOGO: CGS
 QR0591_PROJECTION: RECESSED 10 CENTIMETERS
 QR0591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QR0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0591+STABILITY: SURFACE MOTION
 QR0591
 QR0591  HISTORY     - Date     Condition        Report By
 QR0591  HISTORY     - 1934     MONUMENTED       CGS
 QR0591  HISTORY     - 19840619 GOOD             NGS
 QR0591
 QR0591                          STATION DESCRIPTION
 QR0591
 QR0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0591'STATION IS LOCATED JUST N OF THE S LINE OF SEC. 31, A FEW
 QR0591'YARDS, AND 0.2 MILE E OF SW CORNER OF SEC. 31, T 122 N, R 64 W.
 QR0591'MARK IS SET IN THE YARD OF MR. FRANK RICHARD, 79 FEET N OF
 QR0591'CENTER LINE OF GRAVELED ROAD, 12 FEET W OF E FENCE AROUND YARD.
 QR0591'
 QR0591'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QR0591'THE TOP OF CONCRETE CYLINDERS.
 QR0591'
 QR0591'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AT
 QR0591'THE CENTER OF THE TOP OF BLOCKS OF CEMENT.
 QR0591'
 QR0591'REFERENCE MARK NO. 1 IS N OF STATION IN E FENCE OF YARD, 21
 QR0591'FEET E OF E SIDE OF HOUSE.
 QR0591'
 QR0591'REFERENCE MARK NO. 2 IS SET IN S FENCE OF YARD, 33 FEET N OF
 QR0591'CENTER LINE OF GRAVELED ROAD, 74 FEET W OF DRIVEWAY INTO YARD.
 QR0591'
 QR0591'AZIMUTH MARK IS ABOUT 1 MILE ENE OF STATION.
 QR0591'
 QR0591'AZIMUTH IS REACHED FROM STATION BY GOING E ON ROAD LEADING TO IT
 QR0591'0.8 MILE, THEN N 0.4 MILE TO MARK ON W SIDE OF ROAD IN FENCE LINE,
 QR0591'AND 33 FEET W OF CENTER LINE.
 QR0591'
 QR0591'TO REACH THE STATION FROM POST OFFICE IN WARNER, GO W ON MAIN
 QR0591'GRAVELED ROAD 4.85 MILES OR 2.55 MILES AFTER CROSSING RAILROAD
 QR0591'TRACKS TO STATION ON RIGHT SIDE (N) OF ROAD.
 QR0591'
 QR0591'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0591
 QR0591                          STATION RECOVERY (1984)
 QR0591
 QR0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QR0591'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 QR0591'IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED DESTROYED AND
 QR0591'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE DISTANCE AND
 QR0591'DIRECTION TO REFERENCE MARK 1 AGREED WITH THE OLD DATA.  NEW
 QR0591'DESCRIPTIVE TEXT FOLLOWS.
 QR0591'
 QR0591'THE STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) WEST OF WARNER, ALONG
 QR0591'THE NORTH SIDE OF BROWN COUNTY ROAD 23, IN AN ABANDONED FARM YARD.
 QR0591'
 QR0591'TO REACH THE STATION FROM THE POST OFFICE IN WARNER, GO WEST ON MAIN
 QR0591'STREET FOR 1.45 KM (0.90 MI) TO HIGHWAY 281.  CONTINUE WEST ON BROWN
 QR0591'COUNTY ROAD 23 FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  CONTINUE WEST FOR
 QR0591'1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT.
 QR0591'
 QR0591'THE STATION IS A STANDARD CGS DISK STAMPED RICHARD 1934 SET INTO THE
 QR0591'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES, 30 CM, IN DIAMETER
 QR0591'RECESSED 4 INCHES, 10 CM,ABOVE THE GROUND.  LOCATED 22.9 METERS
 QR0591'(75.1 FT) NORTH FROM THE CENTER OF COUNTY ROAD 23. 21.9 METERS
 QR0591'(71.9 FT) NORTHEAST FROM A POWER POLE.  13.6 METERS (44.6 FT)
 QR0591'NORTHWEST FROM A TELEPHONE CABLE JUNTION BOX.  7.8 METERS (25.6 FT)
 QR0591'WEST FROM A FENCE. 0.3 METER (1.0 FT) EAST FROM A WITNESS POST.
 QR0591'
 QR0591'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED RICHARD NO 1 1934
 QR0591'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 QR0591'DIAMETER RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 51.5
 QR0591'METERS (169.0 FT) NORTH FROM THE CENTER OF THE ROAD.  3.0 METERS
 QR0591'(9.8 FT) WEST FROM A FENCE.  1.8 METER (5.9 FT) SOUTHWEST FROM THE
 QR0591'SOUTHEAST CORNER OF A CONCRETE SLAB AND 1.3 FEET (0.4 M) ) HIGHER THAN
 QR0591'THE STATION.
 QR0591'
 QR0591'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED RICHARD 1934 NO 3
 QR0591'1984 SET INTO THE TOP OF A ROUND CONCRETE 10 INCHES (25 CM) IN
 QR0591'DIAMETER FLUSH WITH THE GROUND.  LOCATED 13.4 METERS (44.0 FT) NORTH
 QR0591'FROM THE CENTER OF THE ROAD.  6.6 METERS (21.7 FT) EAST FROM A POWER
 QR0591'POLE. 3.8 METERS (12.5 FT) WEST FROM THE CENTER OF THE APPROACH.  0.15
 QR0591'METER (0.49 FT) NORTH FROM A FENCE AND 3.0 FEET, (0.9 M) LOWER THAN
 QR0591'THE STATION.
 QR0591'
 QR0591'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED RICHARD 1934 SET
 QR0591'INTO THE TOP OF A SQUARE CONCRETE 12 INCHES (30 CM) IN DIAMETER
 QR0591'PROJECTING 4 INCHES (10 CM ABOVE THE GROUND.  LOCATED 10.2 METERS
 QR0591'(33.5 FT) WEST FROM THE CENTER OF THE GRAVELED ROAD.  0.9 METERS
 QR0591'(3.0 FT) EAST FROM A FENCE.  0.3 METER (1.0 FT) SOUTH FROM A WITNESS
 QR0591'POST.
 QR0591'
 QR0591'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD MENTIONED ABOVE, GO NORTH
 QR0591'ON GRAVELED ROAD FOR 0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0682 ***********************************************************************
 QS0682  DESIGNATION -  RICHARD
 QS0682  PID         -  QS0682
 QS0682  STATE/COUNTY-  SD/WALWORTH
 QS0682  COUNTRY     -  US
 QS0682  USGS QUAD   -  SELBY (2017)
 QS0682
 QS0682                         *CURRENT SURVEY CONTROL
 QS0682  ______________________________________________________________________
 QS0682* NAD 83(1996) POSITION- 45 31 18.94203(N) 100 02 51.53643(W)   ADJUSTED
 QS0682* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 QS0682  ______________________________________________________________________
 QS0682  GEOID HEIGHT    -        -22.300 (meters)                     GEOID18
 QS0682  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 QS0682  HORZ ORDER      -  SECOND
 QS0682
 QS0682.The horizontal coordinates were established by classical geodetic methods
 QS0682.and adjusted by the National Geodetic Survey in January 1998.
 QS0682
 QS0682.The orthometric height was scaled from a topographic map.
 QS0682
 QS0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0682.GEOID18 height accuracy estimate available here.
 QS0682
 QS0682.Click photographs - Photos may exist for this station.
 QS0682
 QS0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0682
 QS0682. The following values were computed from the NAD 83(1996) position.
 QS0682
 QS0682;                    North         East     Units Scale Factor Converg.
 QS0682;SPC SD N     -   187,646.290   596,277.393   MT  0.99997284   -0 02 01.4
 QS0682;SPC SD N     -   615,636.20  1,956,286.75   sFT  0.99997284   -0 02 01.4
 QS0682;UTM  14      - 5,041,466.436   418,182.389   MT  0.99968230   -0 44 51.2
 QS0682
 QS0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0682!SPC SD N     -   0.99991377  x   0.99997284  =   0.99988661
 QS0682!UTM  14      -   0.99991377  x   0.99968230  =   0.99959610
 QS0682
 QS0682:                Primary Azimuth Mark                     Grid Az
 QS0682:SPC SD N     -  DANIEL                                   284 24 25.0
 QS0682:UTM  14      -  DANIEL                                   285 07 14.8
 QS0682
 QS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1818241466(NAD 83)
 QS0682
 QS0682|---------------------------------------------------------------------|
 QS0682| PID    Reference Object                     Distance      Geod. Az  |
 QS0682|                                                           dddmmss.s |
 QS0682| CO6745 RICHARD RM 1                         13.065 METERS 17550     |
 QS0682| CO6746 RICHARD RM 2                         18.270 METERS 26922     |
 QS0682| QS0687 DANIEL                              APPROX. 6.6 KM 2842223.6 |
 QS0682|---------------------------------------------------------------------|
 QS0682
 QS0682                          SUPERSEDED SURVEY CONTROL
 QS0682
 QS0682  NAD 83(1986)-  45 31 18.93168(N)    100 02 51.53551(W) AD(       ) 2
 QS0682  NAD 27      -  45 31 18.96698(N)    100 02 50.10001(W) AD(       ) 2
 QS0682
 QS0682.Superseded values are not recommended for survey control.
 QS0682
 QS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0682.See file dsdata.pdf to determine how the superseded data were derived.
 QS0682
 QS0682_MARKER: DD = SURVEY DISK
 QS0682_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0682+WITH SETTING: INFORMATION.
 QS0682_STAMPING: ET RICHARD 1967
 QS0682_MARK LOGO: USGS
 QS0682_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0682
 QS0682  HISTORY     - Date     Condition        Report By
 QS0682  HISTORY     - 1967     MONUMENTED       USGS
 QS0682
 QS0682                          STATION DESCRIPTION
 QS0682
 QS0682'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 QS0682'THE STATION IS LOCATED APPROX. 1.0 MI S. AND 19.0 MI E. OF
 QS0682'MOBRIDGE, T. 124 N., R. 76 W., NEAR THE SW. COR. OF THE SE 1/4
 QS0682'OF SEC. 29.
 QS0682'
 QS0682'TO REACH THE STATION FROM THE P.O. IN MOBRIDGE, GO N. ON MAIN
 QS0682'ST. ONE-HALF BLOCK TO STATE HWY. 12 (GRAND CROSSING AVE.), TURN
 QS0682'RIGHT (E.) AND GO 17.5 MI TO THE JCT. U.S. HWY. 83 AND STATE
 QS0682'HWY. 12, TURN RIGHT AND GO SE. ALONG HWY. 12 AND 83 FOR 1.9 MI
 QS0682'TO A T-RD. W., TURN RIGHT (W.) AND GO ALONG DIRT RD. FOR 0.4
 QS0682'MI TO STATION ON RIGHT (N.).
 QS0682'
 QS0682'STATION MARK IS 31 FT N. AND 213 FT E. OF CENTER OF RD. AT A
 QS0682'T-FENCE S., 2 FT S. OF FENCE, 2 FT S. USGS WITNESS POST,
 QS0682'STAMPED ET RICHARD 1967.
 QS0682'
 QS0682'REFERENCE MARK NO. 1 IS S. OF THE STATION, 29 FT S. AND 215
 QS0682'FT E. OF CENTER AT T-FENCE S., 3 FT N. FENCE, STAMPED RICHARD
 QS0682'NO. 1 1967.
 QS0682'
 QS0682'REFERENCE MARK NO. 2 IS W. OF THE STATION, 31 FT N. AND 169
 QS0682'FT E. OF CENTER OF RD. AT A T-FENCE S., 2 FT S. OF FENCE,
 QS0682'STAMPED RICHARD NO. 2 1967.
 QS0682'
 QS0682'AZIMUTH MARK - NONE SET.
 QS0682'
 QS0682'REFERENCE AZIMUTH - RED LIGHT TOP RELAY MAST TOWER 2.0 MI S.
 QS0682'OF SELBY, SOUTH DAKOTA.
 QS0682'
 QS0682'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0682'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0682'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0682'
 QS0682'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0847 ***********************************************************************
 OR0847  DESIGNATION -  RICHLAND
 OR0847  PID         -  OR0847
 OR0847  STATE/COUNTY-  SD/BRULE
 OR0847  COUNTRY     -  US
 OR0847  USGS QUAD   -  BIJOU HILLS NE (2017)
 OR0847
 OR0847                         *CURRENT SURVEY CONTROL
 OR0847  ______________________________________________________________________
 OR0847* NAD 83(1996) POSITION- 43 38 49.08141(N) 099 07 25.04014(W)   ADJUSTED
 OR0847* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 OR0847  ______________________________________________________________________
 OR0847  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 OR0847  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 OR0847  HORZ ORDER      -  FIRST
 OR0847
 OR0847.The horizontal coordinates were established by classical geodetic methods
 OR0847.and adjusted by the National Geodetic Survey in January 1998.
 OR0847
 OR0847.The orthometric height was scaled from a topographic map.
 OR0847
 OR0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0847.GEOID18 height accuracy estimate available here.
 OR0847
 OR0847.Click photographs - Photos may exist for this station.
 OR0847
 OR0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0847
 OR0847. The following values were computed from the NAD 83(1996) position.
 OR0847
 OR0847;                    North         East     Units Scale Factor Converg.
 OR0847;SPC SD S     -   146,643.889   697,587.253   MT  0.99990699   +0 50 04.3
 OR0847;SPC SD S     -   481,114.16  2,288,667.51   sFT  0.99990699   +0 50 04.3
 OR0847;UTM  14      - 4,832,670.889   490,030.115   MT  0.99960122   -0 05 07.2
 OR0847
 OR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0847!SPC SD S     -   0.99992248  x   0.99990699  =   0.99982948
 OR0847!UTM  14      -   0.99992248  x   0.99960122  =   0.99952373
 OR0847
 OR0847:                Primary Azimuth Mark                     Grid Az
 OR0847:SPC SD S     -  RICHLAND AZ MK                           114 05 52.4
 OR0847:UTM  14      -  RICHLAND AZ MK                           115 01 03.9
 OR0847
 OR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9003032670(NAD 83)
 OR0847
 OR0847|---------------------------------------------------------------------|
 OR0847| PID    Reference Object                     Distance      Geod. Az  |
 OR0847|                                                           dddmmss.s |
 OR0847| OR0841 KIMBALL WATER TANK                  APPROX.17.7 KM 0483714.5 |
 OR0847| OR0839 KIMBALL ST MARGARETS CATH CH        APPROX.17.1 KM 0504144.2 |
 OR0847| CO3581 RICHLAND RM 1                        27.252 METERS 08204     |
 OR0847| CO3580 RICHLAND AZ MK                                     1145556.7 |
 OR0847| OR0849 BENDON TOWNSHIP CATH CH SPIRE       APPROX. 6.5 KM 1404116.2 |
 OR0847| CO3582 RICHLAND RM 2                        37.119 METERS 18312     |
 OR0847| OR0853 RED LAKE TOWNSHIP CATH CH           APPROX. 2.6 KM 2610517.5 |
 OR0847|---------------------------------------------------------------------|
 OR0847
 OR0847                          SUPERSEDED SURVEY CONTROL
 OR0847
 OR0847  NAD 83(1995)-  43 38 49.08099(N)    099 07 25.04464(W) AD(       ) 1
 OR0847  NAD 83(1986)-  43 38 49.08070(N)    099 07 25.04696(W) AD(       ) 1
 OR0847  NAD 27      -  43 38 49.07700(N)    099 07 23.70800(W) AD(       ) 1
 OR0847
 OR0847.Superseded values are not recommended for survey control.
 OR0847
 OR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0847.See file dsdata.pdf to determine how the superseded data were derived.
 OR0847
 OR0847_MARKER: DS = TRIANGULATION STATION DISK
 OR0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0847_STAMPING: RICHLAND 1934
 OR0847_MARK LOGO: CGS
 OR0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0847+STABILITY: SURFACE MOTION
 OR0847
 OR0847  HISTORY     - Date     Condition        Report By
 OR0847  HISTORY     - 1934     MONUMENTED       CGS
 OR0847  HISTORY     - 1936     GOOD             CGS
 OR0847
 OR0847                          STATION DESCRIPTION
 OR0847
 OR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0847'STATION IS LOCATED IN SEC. 8, T. 102 N., R. 69 W., RICHLAND
 OR0847'TOWNSHIP, ON PROPERTY OWNED BY MATT BROWN AND OCCUPIED BY CYRILL
 OR0847'JANIK.  IT IS ABOUT 11 MILES SOUTHWEST OF KIMBALL, 14 FEET
 OR0847'SOUTH OF FENCE AND 9 FEET EAST OF FENCE.
 OR0847'
 OR0847'TO REACH FROM JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY 43
 OR0847'(2.0 MILES SOUTH OF PUKWANA) GO SOUTH ON STATE HIGHWAY 43 FOR
 OR0847'1.0 MILE, THENCE LEFT (EAST) 0.5 MILE, THENCE RIGHT (SOUTH) 6.0
 OR0847'MILES, THENCE LEFT (EAST) 2.5 MILES, THENCE LEFT (NORTH) INTO
 OR0847'LANE LEADING TO MR. JANIKS HOUSE FOR 0.25 MILE TO FENCE LINE
 OR0847'AND STATION IN NORTHWEST CORNER OF BARNLOT.
 OR0847'
 OR0847'REFERENCE MARK NO. 1 IS 89.41 FEET EAST OF STATION, 3 FEET
 OR0847'SOUTH OF FENCE, 19 FEET WEST OF FENCE.
 OR0847'
 OR0847'REFERENCE MARK NO. 2 IS 121.78 FEET SOUTH OF STATION, 1 FOOT
 OR0847'EAST OF FENCE.
 OR0847'
 OR0847'AZIMUTH MARK IS LOCATED 0.5 MILE SOUTHEAST BY EAST OF STATION,
 OR0847'1 FOOT SOUTH OF FENCE, 30 FEET NORTH OF CENTERLINE OF ROAD, 0.05
 OR0847'MILE SOUTH OF CROSS ROAD.  TO REACH FROM STATION, GO SOUTH
 OR0847'THROUGH FARMLOT 0.25 MILE TO ROAD, THENCE LEFT (EAST) 0.5 MILE
 OR0847'TO MARK ON NORTH SIDE OF ROAD.
 OR0847'
 OR0847'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 OR0847
 OR0847                          STATION RECOVERY (1936)
 OR0847
 OR0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0847'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND FOUND AS
 OR0847'DESCRIBED.  THE FOLLOWING DESCRIPTION, DISTANCES AND DIRECTIONS
 OR0847'WERE TAKEN FROM THE 1934 DESCRIPTION.  STATION NOT OCCUPIED.
 OR0847'
 OR0847'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF KIMBALL, IN SEC.
 OR0847'8, T. 102 N., R. 69 W., RICHLAND TOWNSHIP, ON PROPERTY OF
 OR0847'MATT BROWN AND OCCUPIED BY CYRILL JANIK, 14 FEET SOUTH OF
 OR0847'FENCE AND 2 FEET EAST OF FENCE.
 OR0847'
 OR0847'TO REACH FROM JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY
 OR0847'43 (2 MILES SOUTH OF PUKWANA) GO SOUTH ON STATE HIGHWAY 43
 OR0847'FOR ONE MILE, THENCE LEFT (EAST) FOR 0.25 MILE, THENCE RIGHT
 OR0847'(SOUTH) FOR 6.0 MILES, THENCE LEFT (EAST) 2.5 MILES, THENCE
 OR0847'LEFT (NORTH) INTO LANE LEADING TO MR. JANIKS HOUSE, 0.25 MILE
 OR0847'TO FENCE LINE AND STATION IN NORTHWEST CORNER OF BARNLOT.
 OR0847'
 OR0847'REFERENCE MARK NO. 1 IS 89.41 FEET EAST OF STATION, 3 FEET
 OR0847'SOUTH OF FENCE, 19 FEET WEST OF FENCE.
 OR0847'
 OR0847'REFERENCE MARK NO. 2 IS 121.78 FEET SOUTH OF STATION, 1 FOOT
 OR0847'EAST OF FENCE.
 OR0847'
 OR0847'AZIMUTH MARK IS LOCATED 0.5 MILE SOUTHEAST OF STATION, 1
 OR0847'FOOT SOUTH OF FENCE, 30 FEET NORTH OF CENTERLINE OF ROAD,
 OR0847'0.5 MILE SOUTH OF CROSS ROAD.  TO REACH FROM STATION, GO SOUTH
 OR0847'THROUGH FARMLOT 0.25 MILE TO ROAD, THENCE LEFT (EAST) 0.5 MILE
 OR0847'TO MARK ON NORTH SIDE OF ROAD.
 OR0847'
 OR0847'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0928 ***********************************************************************
 PR0928  DESIGNATION -  RICHLAND
 PR0928  PID         -  PR0928
 PR0928  STATE/COUNTY-  SD/CLARK
 PR0928  COUNTRY     -  US
 PR0928  USGS QUAD   -  CARPENTER (2017)
 PR0928
 PR0928                         *CURRENT SURVEY CONTROL
 PR0928  ______________________________________________________________________
 PR0928* NAD 83(1996) POSITION- 44 42 37.56812(N) 097 58 01.28372(W)   ADJUSTED
 PR0928* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) SCALED
 PR0928  ______________________________________________________________________
 PR0928  GEOID HEIGHT    -        -24.535 (meters)                     GEOID18
 PR0928  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 PR0928  HORZ ORDER      -  FIRST
 PR0928
 PR0928.The horizontal coordinates were established by classical geodetic methods
 PR0928.and adjusted by the National Geodetic Survey in January 1998.
 PR0928
 PR0928.The orthometric height was scaled from a topographic map.
 PR0928
 PR0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0928.GEOID18 height accuracy estimate available here.
 PR0928
 PR0928.Click photographs - Photos may exist for this station.
 PR0928
 PR0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0928
 PR0928. The following values were computed from the NAD 83(1996) position.
 PR0928
 PR0928;                    North         East     Units Scale Factor Converg.
 PR0928;SPC SD N     -    99,487.973   761,075.192   MT  0.99995670   +1 26 19.7
 PR0928;SPC SD N     -   326,403.46  2,496,960.86   sFT  0.99995670   +1 26 19.7
 PR0928;UTM  14      - 4,951,303.225   581,823.446   MT  0.99968233   +0 43 36.4
 PR0928
 PR0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0928!SPC SD N     -   0.99993639  x   0.99995670  =   0.99989309
 PR0928!UTM  14      -   0.99993639  x   0.99968233  =   0.99961874
 PR0928
 PR0928:                Primary Azimuth Mark                     Grid Az
 PR0928:SPC SD N     -  RICHLAND AZ MK                           183 06 06.4
 PR0928:UTM  14      -  RICHLAND AZ MK                           183 48 49.7
 PR0928
 PR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8182351303(NAD 83)
 PR0928
 PR0928|---------------------------------------------------------------------|
 PR0928| PID    Reference Object                     Distance      Geod. Az  |
 PR0928|                                                           dddmmss.s |
 PR0928| CO6747 RICHLAND AZ MK                                     1843226.1 |
 PR0928| CO6748 RICHLAND RM 1                        56.403 METERS 27708     |
 PR0928| CO6749 RICHLAND RM 2                        94.845 METERS 32400     |
 PR0928| PS0594 DOLAND MUNICIPAL TANK               APPROX.23.2 KM 3325240.7 |
 PR0928|---------------------------------------------------------------------|
 PR0928
 PR0928                          SUPERSEDED SURVEY CONTROL
 PR0928
 PR0928  NAD 83(1986)-  44 42 37.56541(N)    097 58 01.27285(W) AD(       ) 1
 PR0928  NAD 27      -  44 42 37.66100(N)    097 57 59.94600(W) AD(       ) 1
 PR0928
 PR0928.Superseded values are not recommended for survey control.
 PR0928
 PR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0928.See file dsdata.pdf to determine how the superseded data were derived.
 PR0928
 PR0928_MARKER: DS = TRIANGULATION STATION DISK
 PR0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0928_STAMPING: RICHLAND 1935
 PR0928_MARK LOGO: CGS
 PR0928_PROJECTION: RECESSED 30 CENTIMETERS
 PR0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0928+STABILITY: SURFACE MOTION
 PR0928
 PR0928  HISTORY     - Date     Condition        Report By
 PR0928  HISTORY     - 1935     MONUMENTED       CGS
 PR0928
 PR0928                          STATION DESCRIPTION
 PR0928
 PR0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0928'THIS STATION IS ABOUT 16-1/2 MILES SW OF CLARK, ABOUT 13-1/2
 PR0928'MILES S OF RAYMOND, AND ABOUT 14-1/2 MILES SSE OF DOLAND, 100
 PR0928'YARDS S AND 75 YARDS E, OF THE CENTER OF SEC. 6, T 114 N,
 PR0928'R 59 W, RICHLAND TOWNSHIP, ON LAND OWNED BY MRS. CLARA STANLEY.
 PR0928'THE MARK IS SET ABOUT 0.55 MILE E OF THE SPINK-CLARK COUNTY
 PR0928'LINE, ABOUT 0.8 MILE NW OF THE HOME OF MR. J.A. RADCLIFF,
 PR0928'WHO RENTS THE LAND.  IT IS ABOUT 300 YARDS NE OF A GROUP
 PR0928'OF DESERTED FARM BUILDINGS ON THE SUMMIT OF A HIGH ROUNDED
 PR0928'KNOLL.  THIS KNOLL IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 PR0928'THE MARK IS 185 FEET E OF FENCE LINE WHICH RUNS N AND S
 PR0928'ON THE W SLOPE OF THE HILL.  IT IS 12 INCHES BELOW THE
 PR0928'SURFACE OF THE GROUND.
 PR0928'
 PR0928'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0928'BRONZE DISKS SET IN CONCRETE.
 PR0928'
 PR0928'REFERENCE MARK NO. 1 IS W OF THE STATION ON THE W SLOPE OF
 PR0928'THE HILL, 1 FOOT W OF FENCE LINE AND PROJECTS 4 INCHES.
 PR0928'REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE NW SLOPE
 PR0928'OF THE HILL, 1 FOOT W OF FENCE LINE AND PROJECTS 3 INCHES.
 PR0928'
 PR0928'AZIMUTH MARK IS S OF THE STATION, 20 FEET N OF THE SW CORNER
 PR0928'OF THE FIELD, 56 FEET N OF THE CENTER LINE OF THE ROAD, 1
 PR0928'FOOT E OF FENCE LINE AND PROJECTS 6 INCHES.
 PR0928'
 PR0928'THE TIP OF A VENTILATOR ON A RED BARN ABOUT 1 MILE ENE OF
 PR0928'THE STATION WAS OBSERVED AS A WITNESS MARK.  THE TIP OF THE
 PR0928'VENTILATOR OF BARN ABOUT 0.8 MILE SE AT THE HOME OF MR. J.A.
 PR0928'RADCLIFF ALSO WAS OBSERVED AS A WITNESS MARK.
 PR0928'
 PR0928'REACHED FROM CLARK, INTERSECTION OF U.S. HIGHWAY 212 AND
 PR0928'S.DAK. 25, GO W ON U.S. HIGHWAY 212 FOR 9.0 MILES TO CROSSROADS
 PR0928'AT A POINT WHERE U.S. HIGHWAY 212 MAKES A TURN TO THE RIGHT.
 PR0928'HERE GO S FOR 12 MILES TO CROSSROADS.  TURN W AND GO 2.5 MILES
 PR0928'TO FENCE CORNER.  THIS CORNER IS 0.5 MILE W OF CROSSROADS.
 PR0928'TURN N AND FOLLOW DIM FARM TRAIL FOR 0.4 MILE.  THE STATION
 PR0928'IS 185 FEET E OF THIS POINT.
 PR0928'
 PR0928'A LIGHT 74 FEET ABOVE STATION CLARK IS VISIBLE FROM THE
 PR0928'GROUND.
 PR0928'
 PR0928'A LIGHT 87 FEET ABOVE STATION DOLAND IS VISIBLE FROM THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0614 ***********************************************************************
 QR0614  DESIGNATION -  RICHLAND METHODIST CH SPIRE
 QR0614  PID         -  QR0614
 QR0614  STATE/COUNTY-  SD/EDMUNDS
 QR0614  COUNTRY     -  US
 QR0614  USGS QUAD   -  MINA SE (2017)
 QR0614
 QR0614                         *CURRENT SURVEY CONTROL
 QR0614  ______________________________________________________________________
 QR0614* NAD 83(1996) POSITION- 45 19 52.27112(N) 098 49 39.69491(W)   ADJUSTED
 QR0614  ______________________________________________________________________
 QR0614  GEOID HEIGHT    -        -23.979 (meters)                     GEOID18
 QR0614  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 QR0614  HORZ ORDER      -  THIRD
 QR0614
 QR0614.The horizontal coordinates were established by classical geodetic methods
 QR0614.and adjusted by the National Geodetic Survey in January 1998.
 QR0614
 QR0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0614.GEOID18 height accuracy estimate available here.
 QR0614
 QR0614.Click photographs - Photos may exist for this station.
 QR0614
 QR0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0614
 QR0614. The following values were computed from the NAD 83(1996) position.
 QR0614
 QR0614;                    North         East     Units Scale Factor Converg.
 QR0614;SPC SD N     -   167,112.279   691,890.937   MT  0.99995103   +0 49 46.9
 QR0614;SPC SD N     -   548,267.54  2,269,978.85   sFT  0.99995103   +0 49 46.9
 QR0614;UTM  14      - 5,019,756.524   513,501.961   MT  0.99960224   +0 07 21.2
 QR0614
 QR0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1350119756(NAD 83)
 QR0614
 QR0614                          SUPERSEDED SURVEY CONTROL
 QR0614
 QR0614  NAD 83(1986)-  45 19 52.28791(N)    098 49 39.68931(W) AD(       ) 3
 QR0614  NAD 27      -  45 19 52.37200(N)    098 49 38.31100(W) AD(       ) 3
 QR0614
 QR0614.Superseded values are not recommended for survey control.
 QR0614
 QR0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0614.See file dsdata.pdf to determine how the superseded data were derived.
 QR0614
 QR0614_MARKER: 90 = CHURCH SPIRE
 QR0614
 QR0614  HISTORY     - Date     Condition        Report By
 QR0614  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0614
 QR0614                          STATION DESCRIPTION
 QR0614
 QR0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0614'POINT OBSERVED UPON WAS TIP OF THE SPIRE OF THE RICHLAND METHODIST
 QR0614'CHURCH, HEIGHT ABOUT 40 FEET.  THE CHURCH WAS ERECTED IN 1910
 QR0614'AND IS LOCATED ABOUT 8 MILES S AND 4 MILES W OF MINA.
 QR0614'
 QR0614'STATION WAS OBSERVED UPON FROM CORT, CLEAR, RICHARD AND FINLEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0783 ***********************************************************************
 QS0783  DESIGNATION -  RIDGEVIEW
 QS0783  PID         -  QS0783
 QS0783  STATE/COUNTY-  SD/DEWEY
 QS0783  COUNTRY     -  US
 QS0783  USGS QUAD   -  RIDGEVIEW (2017)
 QS0783
 QS0783                         *CURRENT SURVEY CONTROL
 QS0783  ______________________________________________________________________
 QS0783* NAD 83(1996) POSITION- 45 05 03.33811(N) 100 48 02.09503(W)   ADJUSTED
 QS0783* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0783  ______________________________________________________________________
 QS0783  GEOID HEIGHT    -        -21.863 (meters)                     GEOID18
 QS0783  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 QS0783  HORZ ORDER      -  THIRD
 QS0783
 QS0783.The horizontal coordinates were established by classical geodetic methods
 QS0783.and adjusted by the National Geodetic Survey in January 1998.
 QS0783
 QS0783.The orthometric height was scaled from a topographic map.
 QS0783
 QS0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0783.GEOID18 height accuracy estimate available here.
 QS0783
 QS0783.Click photographs - Photos may exist for this station.
 QS0783
 QS0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0783
 QS0783. The following values were computed from the NAD 83(1996) position.
 QS0783
 QS0783;                    North         East     Units Scale Factor Converg.
 QS0783;SPC SD N     -   139,317.817   536,974.089   MT  0.99993928   -0 33 59.8
 QS0783;SPC SD N     -   457,078.54  1,761,722.49   sFT  0.99993928   -0 33 59.8
 QS0783;UTM  14      - 4,993,887.785   358,294.788   MT  0.99984691   -1 16 31.0
 QS0783
 QS0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0783!SPC SD N     -   0.99989111  x   0.99993928  =   0.99983039
 QS0783!UTM  14      -   0.99989111  x   0.99984691  =   0.99973803
 QS0783
 QS0783:                Primary Azimuth Mark                     Grid Az
 QS0783:SPC SD N     -  RIDGEVIEW AZ MK                          358 05 58.0
 QS0783:UTM  14      -  RIDGEVIEW AZ MK                          358 48 29.2
 QS0783
 QS0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5829493887(NAD 83)
 QS0783
 QS0783|---------------------------------------------------------------------|
 QS0783| PID    Reference Object                     Distance      Geod. Az  |
 QS0783|                                                           dddmmss.s |
 QS0783| QS0784 RIDGEVIEW BAGLEY ELEV S GAB         259.708 METERS 00829     |
 QS0783| AE3124 RIDGEVIEW RM 1                       18.522 METERS 18040     |
 QS0783| AE3123 RIDGEVIEW RM 2                       23.899 METERS 28811     |
 QS0783| AE3125 RIDGEVIEW AZ MK                                    3573158.2 |
 QS0783|---------------------------------------------------------------------|
 QS0783
 QS0783                          SUPERSEDED SURVEY CONTROL
 QS0783
 QS0783  NAD 83(1986)-  45 05 03.33069(N)    100 48 02.09539(W) AD(       ) 3
 QS0783  NAD 27      -  45 05 03.39800(N)    100 48 00.58800(W) AD(       ) 3
 QS0783
 QS0783.Superseded values are not recommended for survey control.
 QS0783
 QS0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0783.See file dsdata.pdf to determine how the superseded data were derived.
 QS0783
 QS0783_MARKER: DS = TRIANGULATION STATION DISK
 QS0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0783_STAMPING: RIDGEVIEW 1952
 QS0783_MARK LOGO: CGS
 QS0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0783+STABILITY: SURFACE MOTION
 QS0783
 QS0783  HISTORY     - Date     Condition        Report By
 QS0783  HISTORY     - 1952     MONUMENTED       CGS
 QS0783  HISTORY     - 19960510 MARK NOT FOUND   NGS
 QS0783
 QS0783                          STATION DESCRIPTION
 QS0783
 QS0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0783'THE STATION IS ON SECTION 15, T 13 N, R 27 E, IN THE TOWN
 QS0783'OF RIDGEVIEW, 0.3 MILE SOUTH OF THE POST OFFICE, 96 FEET
 QS0783'SOUTH OF THE CENTER OF A GRAVEL ROAD, 45 FEET EAST
 QS0783'OF A GRAVEL ROAD, 5 FEET WEST OF A WIRE FENCE, AND 4 FEET WEST
 QS0783'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 3
 QS0783'INCHES, AND THE DISK IS STAMPED RIDGEVIEW 1952.
 QS0783'
 QS0783'REFERENCE MARK NO. 1 IS 45 FEET EAST OF A GRAVEL ROAD, AND
 QS0783'6 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 QS0783'AND THE DISK IS STAMPED RIDGEVIEW NO 1 1952.
 QS0783'
 QS0783'REFERENCE MARK NO. 2 IS 80 FEET EAST OF THE NORTHEAST
 QS0783'CORNER OF THE RIDGEVIEW SCHOOL, AND 32 FEET WEST OF A GRAVEL
 QS0783'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QS0783'STAMPED RIDGEVIEW NO 2 1952.
 QS0783'
 QS0783'THE AZIMUTH MARK IS ABOUT 400 FEET WEST OF THE POST OFFICE,
 QS0783'53 FEET NORTHWEST OF U.S. HIGHWAY 212, AND 2.5 FEET SOUTHWEST
 QS0783'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6
 QS0783'INCHES, AND THE DISK IS STAMPED RIDGEVIEW 1952.
 QS0783'
 QS0783'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QS0783
 QS0783                          STATION RECOVERY (1996)
 QS0783
 QS0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0783'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2219 ***********************************************************************
 PU2219  DESIGNATION -  RIDGEVIEW
 PU2219  PID         -  PU2219
 PU2219  STATE/COUNTY-  SD/PENNINGTON
 PU2219  COUNTRY     -  US
 PU2219  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU2219
 PU2219                         *CURRENT SURVEY CONTROL
 PU2219  ______________________________________________________________________
 PU2219* NAD 83(1996) POSITION- 44 06 39.94213(N) 102 56 08.83497(W)   ADJUSTED
 PU2219* NAVD 88 ORTHO HEIGHT -   916.    (meters)     3005.    (feet) SCALED
 PU2219  ______________________________________________________________________
 PU2219  GEOID HEIGHT    -        -17.171 (meters)                     GEOID18
 PU2219  LAPLACE CORR    -         -8.68  (seconds)                    DEFLEC18
 PU2219  HORZ ORDER      -  THIRD
 PU2219
 PU2219.The horizontal coordinates were established by classical geodetic methods
 PU2219.and adjusted by the National Geodetic Survey in January 1998.
 PU2219
 PU2219.The orthometric height was scaled from a topographic map.
 PU2219
 PU2219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2219.GEOID18 height accuracy estimate available here.
 PU2219
 PU2219.Click photographs - Photos may exist for this station.
 PU2219
 PU2219.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2219
 PU2219. The following values were computed from the NAD 83(1996) position.
 PU2219
 PU2219;                    North         East     Units Scale Factor Converg.
 PU2219;SPC SD S     -   200,761.929   391,702.732   MT  0.99994381   -1 47 43.1
 PU2219;SPC SD S     -   658,666.43  1,285,111.38   sFT  0.99994381   -1 47 43.1
 PU2219;UTM  13      - 4,886,283.705   665,188.449   MT  0.99993561   +1 26 13.6
 PU2219
 PU2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2219!SPC SD S     -   0.99985901  x   0.99994381  =   0.99980282
 PU2219!UTM  13      -   0.99985901  x   0.99993561  =   0.99979463
 PU2219
 PU2219:                Primary Azimuth Mark                     Grid Az
 PU2219:SPC SD S     -  RIDGEVIEW AZ MK RESET                    091 40 43.1
 PU2219:UTM  13      -  RIDGEVIEW AZ MK RESET                    088 26 46.4
 PU2219
 PU2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6518886283(NAD 83)
 PU2219
 PU2219|---------------------------------------------------------------------|
 PU2219| PID    Reference Object                     Distance      Geod. Az  |
 PU2219|                                                           dddmmss.s |
 PU2219| CQ4780 RIDGEVIEW AZ MK RESET                              0895300.0 |
 PU2219| CQ4779 RIDGEVIEW AZ MK                                    0895654.6 |
 PU2219| PU2218 NEW UNDERWOOD MUNICIPAL TANK        APPROX. 7.9 KM 1003125.6 |
 PU2219| CQ4781 RIDGEVIEW RM 1                       10.294 METERS 10712     |
 PU2219| CQ4782 RIDGEVIEW RM 2                       10.473 METERS 25342     |
 PU2219|---------------------------------------------------------------------|
 PU2219
 PU2219                          SUPERSEDED SURVEY CONTROL
 PU2219
 PU2219  NAD 83(1993)-  44 06 39.93379(N)    102 56 08.83766(W) AD(       ) 3
 PU2219  NAD 83(1986)-  44 06 39.93183(N)    102 56 08.84264(W) AD(       ) 3
 PU2219  NAD 27      -  44 06 39.97900(N)    102 56 07.21600(W) AD(       ) 3
 PU2219
 PU2219.Superseded values are not recommended for survey control.
 PU2219
 PU2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2219.See file dsdata.pdf to determine how the superseded data were derived.
 PU2219
 PU2219_MARKER: DS = TRIANGULATION STATION DISK
 PU2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2219_STAMPING: RIDGEVIEW 1951
 PU2219_MARK LOGO: CGS
 PU2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2219+STABILITY: SURFACE MOTION
 PU2219
 PU2219  HISTORY     - Date     Condition        Report By
 PU2219  HISTORY     - 1951     MONUMENTED       CGS
 PU2219  HISTORY     - 1961     GOOD             CGS
 PU2219
 PU2219                          STATION DESCRIPTION
 PU2219
 PU2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2219'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14 AND
 PU2219'16, ABOUT 6.75 MILES EAST OF THE BOX ELDER STORE AND POST OFFICE,
 PU2219'ABOUT 5 MILES WEST AND 1 MILE NORTH OF NEW UNDERWOOD, 68 FEET NORTH
 PU2219'OF THE CENTERLINE OF U.S. HIGHWAY 14 AND 16, 27 FEET NORTHWEST
 PU2219'OF A WITNESS POST, AND 12 FEET NORTH OF A WIRE FENCE.
 PU2219'
 PU2219'TO REACH THE STATION FROM THE BOX ELDER STORE AND POST OFFICE,
 PU2219'GO EAST ON U.S. HIGHWAY 14 AND 16 FOR 6.9 MILES TO A LOW RIDGE AND
 PU2219'THE STATION ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.65
 PU2219'MILE TO A GATE ON THE LEFT.  PASS THROUGH GATE, TURN RIGHT,
 PU2219'AND GO EAST ON A TRACK ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 PU2219'THE LEFT.
 PU2219'
 PU2219'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2219'PIDGEVIEW 1951.
 PU2219'
 PU2219'REFERENCE MARK NO. 1 IS 4 FEET WEST OF A WITNESS POST AND 1 FOOT
 PU2219'NORTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS
 PU2219'STAMPED RIDGEVIEW NO 1 1951.
 PU2219'
 PU2219'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS
 PU2219'6 INCHES, AND THE DISK IS STAMPED RIDGEVIEW NO 2 1951.
 PU2219'
 PU2219'THE AZIMUTH MARK IS 33 FEET NORTH OF A WIRE FENCE, 15 FEET NORTH
 PU2219'OF THE CENTER OF A TRACK ROAD, AND 3 FEET NORTHWEST OF A WITNESS
 PU2219'POST.  IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED RIDGEVIEW
 PU2219'1951.
 PU2219'
 PU2219'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2219'CYLINDERS.
 PU2219
 PU2219                          STATION RECOVERY (1961)
 PU2219
 PU2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 PU2219'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PU2219'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK OUT
 PU2219'OF CONSTRUCTION LIMITS OF THE NEW INTERSTATE NO. 90.
 PU2219'
 PU2219'THE NEW AZIMUTH MARK IS ABOUT 396 FEET NEARER THE STATION THAN
 PU2219'THE ORIGINAL MARK, 80 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 PU2219'RIGHT-OF-WAY OF THE NEW INTERSTATE HIGHWAY, ABOUT 39 FEET NORTH
 PU2219'OF A FENCE ALONG THE NORTH SIDE OF U.S. HIGHWAYS 14 AND 16,
 PU2219'ABOUT 4 FEET NORTH OF A LARGE BILLBOARD ADVERTISING THE STURGIS
 PU2219'LIVESTOCK EXCHANGE AND 2 FEET SOUTH OF A WITNESS POST.  THE
 PU2219'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RIDGEVIEW
 PU2219'1951 RESET 1961.
 PU2219'
 PU2219'TO REACH THE STATION FROM BOX ELDER, FROM THE POST OFFICE, GO
 PU2219'EAST ON U.S. HIGHWAY 14 AND 16 FOR 6.9 MILES TO THE TOP OF A LOW
 PU2219'RIDGE AND STATION IN EDGE OF PASTURE ON LEFT, CONTINUE EAST ON
 PU2219'HIGHWAY FOR 0.65 MILE TO A GATE ON LEFT, TURN LEFT THROUGH GATE
 PU2219'THEN TURN RIGHT AND GO EAST ALONG NORTH SIDE OF HIGHWAY FOR 0.3
 PU2219'MILE TO THE AZIMUTH MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0784 ***********************************************************************
 QS0784  DESIGNATION -  RIDGEVIEW BAGLEY ELEV S GAB
 QS0784  PID         -  QS0784
 QS0784  STATE/COUNTY-  SD/DEWEY
 QS0784  COUNTRY     -  US
 QS0784  USGS QUAD   -  RIDGEVIEW (2017)
 QS0784
 QS0784                         *CURRENT SURVEY CONTROL
 QS0784  ______________________________________________________________________
 QS0784* NAD 83(1996) POSITION- 45 05 11.65892(N) 100 48 00.34334(W)   ADJUSTED
 QS0784  ______________________________________________________________________
 QS0784  GEOID HEIGHT    -        -21.865 (meters)                     GEOID18
 QS0784  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 QS0784  HORZ ORDER      -  THIRD
 QS0784
 QS0784.The horizontal coordinates were established by classical geodetic methods
 QS0784.and adjusted by the National Geodetic Survey in January 1998.
 QS0784
 QS0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0784.GEOID18 height accuracy estimate available here.
 QS0784
 QS0784.Click photographs - Photos may exist for this station.
 QS0784
 QS0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0784
 QS0784. The following values were computed from the NAD 83(1996) position.
 QS0784
 QS0784;                    North         East     Units Scale Factor Converg.
 QS0784;SPC SD N     -   139,574.277   537,014.932   MT  0.99993930   -0 33 58.5
 QS0784;SPC SD N     -   457,919.94  1,761,856.49   sFT  0.99993930   -0 33 58.5
 QS0784;UTM  14      - 4,994,143.696   358,338.796   MT  0.99984676   -1 16 30.0
 QS0784
 QS0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5833894143(NAD 83)
 QS0784
 QS0784                          SUPERSEDED SURVEY CONTROL
 QS0784
 QS0784  NAD 83(1986)-  45 05 11.65145(N)    100 48 00.34295(W) AD(       ) 3
 QS0784  NAD 27      -  45 05 11.72100(N)    100 47 58.83500(W) AD(       ) 3
 QS0784
 QS0784.Superseded values are not recommended for survey control.
 QS0784
 QS0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0784.See file dsdata.pdf to determine how the superseded data were derived.
 QS0784
 QS0784_MARKER: 81 = GABLE
 QS0784
 QS0784  HISTORY     - Date     Condition        Report By
 QS0784  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0784
 QS0784                          STATION DESCRIPTION
 QS0784
 QS0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0784'THE GRAIN ELEVATOR IS IN SECTION 15, T 13 N, R 27 E, IN THE TOWN
 QS0784'OF RIDGEVIEW, AND ABOUT 0.1 MILE SOUTH OF THE POST OFFICE.
 QS0784'
 QS0784'THE ELEVATOR IS AN 80 FOOT HIGH WOODEN BUILDING PAINTED RED,
 QS0784'BELONGING TO THE BAGLEY COMPANY, AND IS ON THE PROPERTY OF THE
 QS0784'RAILROAD.
 QS0784'
 QS0784'THE POINT OBSERVED WAS THE SOUTH GABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9047 ***********************************************************************
 AB9047  DESIGNATION -  RIGGS
 AB9047  PID         -  AB9047
 AB9047  STATE/COUNTY-  SD/HUGHES
 AB9047  COUNTRY     -  US
 AB9047  USGS QUAD   -  PIERRE (2017)
 AB9047
 AB9047                         *CURRENT SURVEY CONTROL
 AB9047  ______________________________________________________________________
 AB9047* NAD 83(1986) POSITION- 44 22 00.     (N) 100 20 13.     (W)   SCALED
 AB9047* NAVD 88 ORTHO HEIGHT -   463.136 (meters)     1519.47  (feet) ADJUSTED
 AB9047  ______________________________________________________________________
 AB9047  GEOID HEIGHT    -        -23.458 (meters)                     GEOID18
 AB9047  DYNAMIC HEIGHT  -        463.046 (meters)     1519.18  (feet) COMP
 AB9047  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 AB9047
 AB9047  VERT ORDER      -  FIRST     CLASS II
 AB9047
 AB9047.The horizontal coordinates were scaled from a map and have
 AB9047.an estimated accuracy of +/- 6 seconds.
 AB9047
 AB9047.The orthometric height was determined by differential leveling and
 AB9047.adjusted by the NATIONAL GEODETIC SURVEY
 AB9047.in October 1997.
 AB9047
 AB9047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9047.GEOID18 height accuracy estimate available here.
 AB9047
 AB9047.Click photographs - Photos may exist for this station.
 AB9047
 AB9047.The dynamic height is computed by dividing the NAVD 88
 AB9047.geopotential number by the normal gravity value computed on the
 AB9047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9047.degrees latitude (g = 980.6199 gals.).
 AB9047
 AB9047.The modeled gravity was interpolated from observed gravity values.
 AB9047
 AB9047;                    North         East    Units  Estimated Accuracy
 AB9047;SPC SD S     -   225,900.      599,710.      MT  (+/- 180 meters Scaled)
 AB9047
 AB9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ934134(NAD 83)
 AB9047
 AB9047                          SUPERSEDED SURVEY CONTROL
 AB9047
 AB9047.No superseded survey control is available for this station.
 AB9047
 AB9047_MARKER: Z = SEE DESCRIPTION
 AB9047_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AB9047_STAMPING: RIGGS 1994
 AB9047_MARK LOGO: SDDT
 AB9047_PROJECTION: FLUSH
 AB9047_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9047+STABILITY: POSITION/ELEVATION WELL
 AB9047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9047+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 AB9047_ROD/PIPE-DEPTH: 6.4 meters
 AB9047_SLEEVE-DEPTH  : 4.0 meters
 AB9047
 AB9047  HISTORY     - Date     Condition        Report By
 AB9047  HISTORY     - 1994     MONUMENTED       SDDT
 AB9047  HISTORY     - 19941214 GOOD             NGS
 AB9047  HISTORY     - 20120516 GOOD             INDIV
 AB9047
 AB9047                          STATION DESCRIPTION
 AB9047
 AB9047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9047'IN PIERRE, AT THE INTERSECTION OF NORTH JEFFERSON AND EAST BROADWAY
 AB9047'STREETS, 16.1 M (52.8 FT) NORTH OF THE CENTER OF EAST BROADWAY STREET,
 AB9047'15.9 M (52.2 FT) WEST OF THE CENTER OF NORTH JEFFERSON STREET, 2.2 M
 AB9047'(7.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK LEADING TO THE
 AB9047'RIGGS HIGH SCHOOL, 1.8 M (5.9 FT) WEST OF THE WEST EDGE OF A SIDEWALK,
 AB9047'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF NORTH JEFFERSON STREET.
 AB9047'NOTE--THE DATUM POINT IS A STAINLESS STEEL BALL EPOXIED TO AN IRON
 AB9047'PIPE CAP THAT IS AFFIXED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.
 AB9047'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN
 AB9047'THROUGH A 4-INCH PVC CAP.
 AB9047
 AB9047                          STATION RECOVERY (2012)
 AB9047
 AB9047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9047'BROKEN CAP
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0957 ***********************************************************************
 PT0957  DESIGNATION -  RIGHT
 PT0957  PID         -  PT0957
 PT0957  STATE/COUNTY-  SD/ZIEBACH
 PT0957  COUNTRY     -  US
 PT0957  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0957
 PT0957                         *CURRENT SURVEY CONTROL
 PT0957  ______________________________________________________________________
 PT0957* NAD 83(1996) POSITION- 44 48 17.34094(N) 101 16 43.18509(W)   ADJUSTED
 PT0957* NAVD 88 ORTHO HEIGHT -   615.126 (meters)     2018.13  (feet) ADJUSTED
 PT0957  ______________________________________________________________________
 PT0957  GEOID HEIGHT    -        -21.557 (meters)                     GEOID18
 PT0957  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 PT0957  DYNAMIC HEIGHT  -        615.008 (meters)     2017.74  (feet) COMP
 PT0957  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 PT0957
 PT0957  HORZ ORDER      -  THIRD
 PT0957  VERT ORDER      -  FIRST     CLASS II
 PT0957
 PT0957.The horizontal coordinates were established by classical geodetic methods
 PT0957.and adjusted by the National Geodetic Survey in January 1998.
 PT0957
 PT0957.The orthometric height was determined by differential leveling and
 PT0957.adjusted by the NATIONAL GEODETIC SURVEY
 PT0957.in June 1991.
 PT0957
 PT0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0957.GEOID18 height accuracy estimate available here.
 PT0957
 PT0957.Click photographs - Photos may exist for this station.
 PT0957
 PT0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0957
 PT0957.The dynamic height is computed by dividing the NAVD 88
 PT0957.geopotential number by the normal gravity value computed on the
 PT0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0957.degrees latitude (g = 980.6199 gals.).
 PT0957
 PT0957.The modeled gravity was interpolated from observed gravity values.
 PT0957
 PT0957. The following values were computed from the NAD 83(1996) position.
 PT0957
 PT0957;                    North         East     Units Scale Factor Converg.
 PT0957;SPC SD N     -   108,752.049   498,849.237   MT  0.99994831   -0 54 17.8
 PT0957;SPC SD N     -   356,797.35  1,636,641.21   sFT  0.99994831   -0 54 17.8
 PT0957;SPC SD S     -   275,012.716   525,203.653   MT  1.00012197   -0 39 07.7
 PT0957;SPC SD S     -   902,270.89  1,723,105.65   sFT  1.00012197   -0 39 07.7
 PT0957;UTM  14      - 4,963,794.238   319,797.448   MT  0.99999933   -1 36 22.3
 PT0957
 PT0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0957!SPC SD N     -   0.99990694  x   0.99994831  =   0.99985526
 PT0957!SPC SD S     -   0.99990694  x   1.00012197  =   1.00002890
 PT0957!UTM  14      -   0.99990694  x   0.99999933  =   0.99990627
 PT0957
 PT0957:                Primary Azimuth Mark                     Grid Az
 PT0957:SPC SD N     -  RIGHT AZ MK                              359 08 53.5
 PT0957:SPC SD S     -  RIGHT AZ MK                              358 53 43.4
 PT0957:UTM  14      -  RIGHT AZ MK                              359 50 58.0
 PT0957
 PT0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1979763794(NAD 83)
 PT0957
 PT0957|---------------------------------------------------------------------|
 PT0957| PID    Reference Object                     Distance      Geod. Az  |
 PT0957|                                                           dddmmss.s |
 PT0957| CQ4788 RIGHT RM 2                           12.978 METERS 00031     |
 PT0957| CQ4787 RIGHT RM 1                           12.887 METERS 17946     |
 PT0957| PT1115 MOUND                               APPROX.12.7 KM 2185818.3 |
 PT0957| CQ4786 RIGHT AZ MK                                        3581435.7 |
 PT0957|---------------------------------------------------------------------|
 PT0957
 PT0957                          SUPERSEDED SURVEY CONTROL
 PT0957
 PT0957  NAD 83(1986)-  44 48 17.33365(N)    101 16 43.18642(W) AD(       ) 3
 PT0957  NAD 27      -  44 48 17.39100(N)    101 16 41.65600(W) AD(       ) 3
 PT0957
 PT0957.Superseded values are not recommended for survey control.
 PT0957
 PT0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0957.See file dsdata.pdf to determine how the superseded data were derived.
 PT0957
 PT0957_MARKER: DS = TRIANGULATION STATION DISK
 PT0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0957_STAMPING: RIGHT 1952
 PT0957_MARK LOGO: CGS
 PT0957_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0957+STABILITY: SURFACE MOTION
 PT0957
 PT0957  HISTORY     - Date     Condition        Report By
 PT0957  HISTORY     - 1952     MONUMENTED       CGS
 PT0957  HISTORY     - 1965     POOR             SDDT
 PT0957  HISTORY     - 1985     GOOD             NGS
 PT0957
 PT0957                          STATION DESCRIPTION
 PT0957
 PT0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT0957'THE STATION IS IN SECTION 25, T 10 N, R 23 E, ABOUT 13 MILES
 PT0957'SOUTH AND 2 MILES WEST OF EAGLE BUTTE, 300 FEET SOUTH OF A
 PT0957'T-INTERSECTION, 34 FEET EAST OF STATE HIGHWAY 63, 6 FEET
 PT0957'NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST, AND 4 FEET
 PT0957'WEST OF A WIRE FENCE.
 PT0957'
 PT0957'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PT0957'AND STATE HIGHWAY 63, ABOUT 2 MILES WEST-NORTHWEST OF EAGLE
 PT0957'BUTTE, GO SOUTH ON STATE HIGHWAY 63 FOR 11.7 MILES TO A SCHOOL
 PT0957'HOUSE ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 3.0 MILES TO THE
 PT0957'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE SOUTH
 PT0957'ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 PT0957'DESCRIBED ABOVE.
 PT0957'
 PT0957'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PT0957'RIGHT 1952.
 PT0957'
 PT0957'REFERENCE MARK NO. 1 IS 34 FEET EAST OF STATE HIGHWAY 63, AND
 PT0957'4 FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 PT0957'THE DISK IS STAMPED RIGHT NO 1 1952.
 PT0957'
 PT0957'REFERENCE MARK NO. 2 IS 34 FEET EAST OF STATE HIGHWAY 63, AND 4
 PT0957'FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS 2 INCHES,
 PT0957'AND THE DISK IS STAMPED RIGHT NO 2 1952.
 PT0957'
 PT0957'THE AZIMUTH MARK IS 58 FEET WEST OF STATE HIGHWAY 63, 32 FEET
 PT0957'SOUTH OF A TRACK ROAD, 21 FEET SOUTH OF A FENCE CORNER, 4 FEET
 PT0957'SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST, AND 2 FEET EAST OF
 PT0957'A WIRE FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 PT0957'STAMPED RIGHT 1952.
 PT0957'
 PT0957'BENCH MARK H 72 IS 50 FEET WEST OF STATE HIGHWAY 63, 29 FEET
 PT0957'NORTH OF A TRACK ROAD, AND 19 FEET SOUTHEAST OF A WIRE FENCE
 PT0957'CORNER.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 PT0957'BENCH MARK SET IN THE TOP OF A 10 INCH CONCRETE POST.  THE
 PT0957'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED H 72 193.
 PT0957'
 PT0957'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0957
 PT0957                          STATION RECOVERY (1965)
 PT0957
 PT0957'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 PT0957'RIGHT 1952-GOOD CONCRETE HAS BEEN CHIPPED BY MOWERS
 PT0957'
 PT0957'RIGHT R.M. 1 1952-GOOD CONCRETE HAS BEEN CHIPPED BY MOWERS
 PT0957'
 PT0957'RIGHT R.M. 2 1952-GOOD CONCRETE HAS BEEN CHIPPED BY MOWERS
 PT0957'
 PT0957'UNABLE TO LOCATE AZ. MARK.
 PT0957
 PT0957                          STATION RECOVERY (1985)
 PT0957
 PT0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0957'26.6 KM (16.5 MI) SOUTH FROM EAGLE BUTTE.
 PT0957'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0957'STREET AT EAGLE BUTTE, THENCE 23.10 KM (14.36 MI) SOUTH ALONG STATE
 PT0957'HIGHWAY 63, AT THE T JUNCTION OF A GRAVEL ROAD LEADING WEST, 0.20 KM
 PT0957'(0.12 MI) SOUTHEAST ACROSS COUNTRY FROM BENCH MARK U 433, 0.75 KM
 PT0957'(0.47 MI) NORTH OF MILEPOST 153, 10.4 METERS (34 FT) EAST OF THE
 PT0957'HIGHWAY CENTERLINE, 107.3 METERS (352 FT) SOUTH OF THE EXTENDED CENTER
 PT0957'OF A GRAVEL ROAD LEADING WEST, 13.0 METERS (42.5 FT) SOUTH OF RM 2 AND
 PT0957'1.2 METERS (4 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 PT0957'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0957'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2247 ***********************************************************************
 PU2247  DESIGNATION -  RIM
 PU2247  PID         -  PU2247
 PU2247  STATE/COUNTY-  SD/MEADE
 PU2247  COUNTRY     -  US
 PU2247  USGS QUAD   -  FAIRPOINT SW (2017)
 PU2247
 PU2247                         *CURRENT SURVEY CONTROL
 PU2247  ______________________________________________________________________
 PU2247* NAD 83(1996) POSITION- 44 31 59.70249(N) 102 58 31.00704(W)   ADJUSTED
 PU2247* NAVD 88 ORTHO HEIGHT -   871.    (meters)     2858.    (feet) SCALED
 PU2247  ______________________________________________________________________
 PU2247  GEOID HEIGHT    -        -17.465 (meters)                     GEOID18
 PU2247  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 PU2247  HORZ ORDER      -  SECOND
 PU2247
 PU2247.The horizontal coordinates were established by classical geodetic methods
 PU2247.and adjusted by the National Geodetic Survey in January 1998.
 PU2247
 PU2247.The orthometric height was scaled from a topographic map.
 PU2247
 PU2247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2247.GEOID18 height accuracy estimate available here.
 PU2247
 PU2247.Click photographs - Photos may exist for this station.
 PU2247
 PU2247.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2247
 PU2247. The following values were computed from the NAD 83(1996) position.
 PU2247
 PU2247;                    North         East     Units Scale Factor Converg.
 PU2247;SPC SD N     -    82,121.577   363,569.861   MT  0.99997971   -2 06 20.6
 PU2247;SPC SD N     -   269,427.21  1,192,812.12   sFT  0.99997971   -2 06 20.6
 PU2247;UTM  13      - 4,933,096.465   660,869.795   MT  0.99991826   +1 25 13.0
 PU2247
 PU2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2247!SPC SD N     -   0.99986611  x   0.99997971  =   0.99984583
 PU2247!UTM  13      -   0.99986611  x   0.99991826  =   0.99978438
 PU2247
 PU2247:                Primary Azimuth Mark                     Grid Az
 PU2247:SPC SD N     -  RIM AZ MK                                239 41 51.2
 PU2247:UTM  13      -  RIM AZ MK                                236 10 17.6
 PU2247
 PU2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6086933096(NAD 83)
 PU2247
 PU2247|---------------------------------------------------------------------|
 PU2247| PID    Reference Object                     Distance      Geod. Az  |
 PU2247|                                                           dddmmss.s |
 PU2247| CQ4790 RIM RM 1                              8.130 METERS 14715     |
 PU2247| CQ4791 RIM RM 2                              6.650 METERS 23116     |
 PU2247| CQ4789 RIM AZ MK                                          2373530.6 |
 PU2247|---------------------------------------------------------------------|
 PU2247
 PU2247                          SUPERSEDED SURVEY CONTROL
 PU2247
 PU2247  NAD 83(1993)-  44 31 59.69505(N)    102 58 31.00765(W) AD(       ) 2
 PU2247  NAD 83(1986)-  44 31 59.69431(N)    102 58 31.00713(W) AD(       ) 2
 PU2247  NAD 27      -  44 31 59.74140(N)    102 58 29.37630(W) AD(       ) 2
 PU2247
 PU2247.Superseded values are not recommended for survey control.
 PU2247
 PU2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2247.See file dsdata.pdf to determine how the superseded data were derived.
 PU2247
 PU2247_MARKER: DS = TRIANGULATION STATION DISK
 PU2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2247_STAMPING: RIM 1950
 PU2247_MARK LOGO: CGS
 PU2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2247+STABILITY: SURFACE MOTION
 PU2247
 PU2247  HISTORY     - Date     Condition        Report By
 PU2247  HISTORY     - 1950     MONUMENTED       CGS
 PU2247  HISTORY     - 1951     GOOD             CGS
 PU2247  HISTORY     - 1962     GOOD             CGS
 PU2247
 PU2247                          STATION DESCRIPTION
 PU2247
 PU2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2247'THE STATION IS LOCATED ABOUT 26-1/2 MILES EAST AND 8 MILES
 PU2247'NORTH OF STURGIS, 15-1/21 MILES WEST AND 2 MILES SOUTH OF
 PU2247'UNION CENTER, ABOUT 2 MILES NORTH OF STATE HIGHWAY 24, 6
 PU2247'FEET SOUTHWEST OF A WITNESS POST, AND ON THE HIGHEST POINT
 PU2247'OF A LOW RIDGE.
 PU2247'
 PU2247'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND
 PU2247'79 ONE BLOCK NORTH OF THE POST OFFICE IN STRUGIS, GO EAST ON
 PU2247'STATE HIGHWAY 24 FOR 22.35 MILES TO A STEEL BRIDGE OVER THE
 PU2247'BELLE FOURCHE RIVER.  CONTINUE EASTERLY ON THE HIGHWAY FOR
 PU2247'3.9 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE EASTERLY ON
 PU2247'THE HIGHWAY FOR 5.5 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 PU2247'LEFT, NORTH, THROUGH A WIRE GATE AND FOLLOW THE MAIN TRACK ROAD
 PU2247'FOR 0.25 MILE TO SOME FARM BUILDINGS ON THE LEFT.  CONTINUE
 PU2247'NORTHERLY ON THE TRACK ROAD FOR 0.75 MILE TO A FENCE CORNER.
 PU2247'PASS THROUGH GATE JUST EAST OF CORNER POST, TURN LEFT
 PU2247'THROUGH GATE JUST NORTH OF CORNER POST AND FOLLOW TRACK ROAD
 PU2247'NORTHWESTERLY FOR 1.25 MILES TO A GATE AT A THREE-WAY FENCE
 PU2247'CORNER AND THE AZIMUTH MARK AS DESCRIBED.  TURN RIGHT, AND
 PU2247'GO NORTHEAST, ACROSS PASTURE LAND FOR 0.2 MILE TO THE
 PU2247'HIGHEST POINT OF A LOW RIDGE AND THE STATION AS
 PU2247'DESCRIBED.
 PU2247'
 PU2247'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2247'RIM 1950.
 PU2247'
 PU2247'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2247'RIM NO 1 1950.
 PU2247'
 PU2247'REFERENCE MARK NO. 2 PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 PU2247'RIM NO 2 1950.
 PU2247'
 PU2247'THE AZIMUTH MARK IS 85 FEET NORTH OF A THREE-WAY FENCE CORNER,
 PU2247'4 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE
 PU2247'FENCE.  THE MARK PROJECTS 7 INCHES, AND THE MARK IS STAMPED
 PU2247'RIM 1950.
 PU2247'
 PU2247'ALL MARKS ARE STANDARD DISK SET IN THE TOPS OF 12-INCH
 PU2247'CONCRETE CYLINDERS.
 PU2247'
 PU2247'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2247
 PU2247                          STATION RECOVERY (1951)
 PU2247
 PU2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2247'STATION RECOVERED AND THE MARKS WERE FOUND IN GOOD CONDITION.
 PU2247'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 PU2247'DISTANCES AND THE DIRECTIONS TO THE REFERENCE MARKS AND THE
 PU2247'AZIMUTH MARK WERE VERIFIED.
 PU2247
 PU2247                          STATION RECOVERY (1962)
 PU2247
 PU2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2247'THE STATION WAS RECOVERED WITH ALL MARKS EXCEPT REFERENCE
 PU2247'MARK NUMBER 2 IN GOOD CONDITION.  REFERENCE MARK NUMBER 2
 PU2247'HAS BEEN SEVERELY BEATEN AND THE CYLINDER IS NOW REDUCED
 PU2247'TO A STUB ABOUT 4 INCHES SQUARE.  THE MARK IS STILL SOLID IN
 PU2247'THE GROUND BUT A CHANGE WAS NOTED IN DISTANCE AND DIRECTION.
 PU2247'A METAL WITNESS POST WITH SIGN WAS SET AT THE AZIMUTH MARK.
 PU2247'
 PU2247'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST-SOUTHWEST
 PU2247'OF UNION CENTER, 11 MILES NORTH-NORTHWEST OF HEREFORD, AND 9-1/2
 PU2247'MILES NORTHEAST OF THE STATE HIGHWAY 34 BRIDGE OVER THE BELLE
 PU2247'FOURCHE RIVER, ON A PROMNENT, EAST-WEST RIDGE IN PASTURE LAND.
 PU2247'
 PU2247'TO REACH THE STATION FROM THE GENERAL STORE AT VOLUNTEER WHICH
 PU2247'IS 0.2 MILE EAST OF THE STEEL BRIDGE WHERE STATE HIGHWAY 34
 PU2247'CROSSES THE BELLE FOURCHE RIVER, GO EAST ON STATE HIGHWAY 34
 PU2247'FOR 8.8 MILES TO A RANCH ROAD ON THE LEFT.  TURN LEFT AND
 PU2247'GO NORTH 0.15 MILE TO ABANDONED RANCH BUILDINGS.  CONTINUE
 PU2247'NORTH 0.85 MILE, ON TRACK ROAD, TO A 4-WAY FENCE CORNER.
 PU2247'PASS THROUGH THE GATE ON THE EAST THEN THE GATE NORTH
 PU2247'OF THE CORNER AND GO NORTHWEST ON DIM TRACK ROAD, DIAGONALLY
 PU2247'ACROSS PASTURE, 1.3 MILES TO A 3-WAY FENCE CORNER UNDER A
 PU2247'POWERLINE.  PASS THROUGH THE GATE NORTH OF THE CORNER 80
 PU2247'FEET TO THE AZIMUTH MARK INTHE FENCE LINE ON THE LEFT.
 PU2247'CONTINUE NORTHEAST, 0.2 MILE ACROSS PASTURE, TO THE TOP OF
 PU2247'THE RIDGE AND THE STATION.
 PU2247'
 PU2247'THE STATION MARK IS A STANDARD DISK STAMPED RIM 1950 CEMENTED
 PU2247'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 PU2247'8 INCHES ABOVE GROUND.
 PU2247'
 PU2247'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED RIM NO 1 1950
 PU2247'CEMENTED ON THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2247'PROJECTING 8 INCHES ABOVE GROUND,IS 12 INCHES LOWER THAN
 PU2247'STATION ELEVATION.
 PU2247'
 PU2247'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED RIM NO 2
 PU2247'1950 CEMENTED IN THE BROKEN REMAINS OF A 12-INCH CONCRETE
 PU2247'CYLINDER PROJECTING 9 INCHES ABOVE GROUND, IS ABOUT 15 INCHES
 PU2247'LOWER THAN THE STATION ELEVATION.
 PU2247'
 PU2247'THE AZIMUTH MARK, A STANDARD DISK STAMPED RIM 1950 CEMENTED
 PU2247'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 7 INCHES
 PU2247'ABOVE THE GROUND, IS 80.4 FEET NORTH OF A 3-WAY FENCE CORNER,
 PU2247'2.2 FEET NORTHEAST OF A METAL WITNESS POST, AND 1.0 FOOT EAST
 PU2247'OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0079 ***********************************************************************
 QT0079  DESIGNATION -  RINE
 QT0079  PID         -  QT0079
 QT0079  STATE/COUNTY-  SD/MEADE
 QT0079  COUNTRY     -  US
 QT0079  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0079
 QT0079                         *CURRENT SURVEY CONTROL
 QT0079  ______________________________________________________________________
 QT0079* NAD 83(1986) POSITION- 45 01 13.     (N) 102 28 13.     (W)   SCALED
 QT0079* NAVD 88 ORTHO HEIGHT -   860.816 (meters)     2824.19  (feet) ADJUSTED
 QT0079  ______________________________________________________________________
 QT0079  GEOID HEIGHT    -        -18.331 (meters)                     GEOID18
 QT0079  DYNAMIC HEIGHT  -        860.632 (meters)     2823.59  (feet) COMP
 QT0079  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 QT0079
 QT0079  VERT ORDER      -  FIRST     CLASS II
 QT0079
 QT0079.The horizontal coordinates were scaled from a map and have
 QT0079.an estimated accuracy of +/- 6 seconds.
 QT0079
 QT0079.The orthometric height was determined by differential leveling and
 QT0079.adjusted by the NATIONAL GEODETIC SURVEY
 QT0079.in June 1991.
 QT0079
 QT0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0079.GEOID18 height accuracy estimate available here.
 QT0079
 QT0079.Click photographs - Photos may exist for this station.
 QT0079
 QT0079.The dynamic height is computed by dividing the NAVD 88
 QT0079.geopotential number by the normal gravity value computed on the
 QT0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0079.degrees latitude (g = 980.6199 gals.).
 QT0079
 QT0079.The modeled gravity was interpolated from observed gravity values.
 QT0079
 QT0079;                    North         East    Units  Estimated Accuracy
 QT0079;SPC SD N     -   134,870.      405,340.      MT  (+/- 180 meters Scaled)
 QT0079
 QT0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK993883(NAD 83)
 QT0079
 QT0079                          SUPERSEDED SURVEY CONTROL
 QT0079
 QT0079  NGVD 29 (??/??/92)  860.352  (m)         2822.67   (f) ADJ UNCH    1 2
 QT0079
 QT0079.Superseded values are not recommended for survey control.
 QT0079
 QT0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0079.See file dsdata.pdf to determine how the superseded data were derived.
 QT0079
 QT0079_MARKER: DS = TRIANGULATION STATION DISK
 QT0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0079_STAMPING: RINE 1962
 QT0079_MARK LOGO: CGS
 QT0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0079+STABILITY: SURFACE MOTION
 QT0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0079+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0079
 QT0079  HISTORY     - Date     Condition        Report By
 QT0079  HISTORY     - 1962     MONUMENTED       CGS
 QT0079  HISTORY     - 1963     GOOD             CGS
 QT0079  HISTORY     - 19960425 GOOD             NGS
 QT0079
 QT0079                          STATION DESCRIPTION
 QT0079
 QT0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0079'12.9 MI E FROM MAURINE.
 QT0079'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0079'MAURINE, THENCE 7.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0079'U.S. HIGHWAY 212, TO THE JUNCTION OF A ROAD LEADING NORTH TO
 QT0079'OPAL, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD TO A T
 QT0079'INTERSECTION OF U.S. HIGHWAY 212 AND THE GRAVELED ROAD LEADING
 QT0079'TO OPAL, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 212 TO TRACK
 QT0079'ROAD LEADING SOUTH, THENCE 0.20 MILES SOUTH ALONG TRACK ROAD, 29
 QT0079'FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 3 1/2 FEET WEST
 QT0079'OF THE EAST RIGHT-OF-WAY FENCE, 4.6 FEET SOUTHWEST OF A METAL
 QT0079'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 QT0079'A CONCRETE POST PROJECTING 4 INCHES.
 QT0079
 QT0079                          STATION RECOVERY (1996)
 QT0079
 QT0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0079'32.6 KM (20.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0079'OFFICE IN MUD BUTTE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A DIRT
 QT0079'ROAD, 19.7 M (64.6 FT) EAST OF REFERENCE MARK 2, 16.3 M (53.5 FT)
 QT0079'SOUTH OF REFERENCE MARK 1, 8.4 M (27.6 FT) EAST OF THE ROAD CENTER,
 QT0079'1.1 M (3.6 FT) WEST OF A FENCE, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS
 QT0079'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT
 QT0079'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0078 ***********************************************************************
 QT0078  DESIGNATION -  RINE RM 1
 QT0078  PID         -  QT0078
 QT0078  STATE/COUNTY-  SD/MEADE
 QT0078  COUNTRY     -  US
 QT0078  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0078
 QT0078                         *CURRENT SURVEY CONTROL
 QT0078  ______________________________________________________________________
 QT0078* NAD 83(1986) POSITION- 45 01 14.     (N) 102 28 13.     (W)   SCALED
 QT0078* NAVD 88 ORTHO HEIGHT -   860.584 (meters)     2823.43  (feet) ADJUSTED
 QT0078  ______________________________________________________________________
 QT0078  GEOID HEIGHT    -        -18.331 (meters)                     GEOID18
 QT0078  DYNAMIC HEIGHT  -        860.401 (meters)     2822.83  (feet) COMP
 QT0078  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 QT0078
 QT0078  VERT ORDER      -  FIRST     CLASS II
 QT0078
 QT0078.The horizontal coordinates were scaled from a map and have
 QT0078.an estimated accuracy of +/- 6 seconds.
 QT0078
 QT0078.The orthometric height was determined by differential leveling and
 QT0078.adjusted by the NATIONAL GEODETIC SURVEY
 QT0078.in June 1991.
 QT0078
 QT0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0078.GEOID18 height accuracy estimate available here.
 QT0078
 QT0078.Click photographs - Photos may exist for this station.
 QT0078
 QT0078.The dynamic height is computed by dividing the NAVD 88
 QT0078.geopotential number by the normal gravity value computed on the
 QT0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0078.degrees latitude (g = 980.6199 gals.).
 QT0078
 QT0078.The modeled gravity was interpolated from observed gravity values.
 QT0078
 QT0078;                    North         East    Units  Estimated Accuracy
 QT0078;SPC SD N     -   134,900.      405,340.      MT  (+/- 180 meters Scaled)
 QT0078
 QT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK993883(NAD 83)
 QT0078
 QT0078                          SUPERSEDED SURVEY CONTROL
 QT0078
 QT0078  NGVD 29 (??/??/92)  860.121  (m)         2821.91   (f) ADJ UNCH    1 2
 QT0078
 QT0078.Superseded values are not recommended for survey control.
 QT0078
 QT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0078.See file dsdata.pdf to determine how the superseded data were derived.
 QT0078
 QT0078_MARKER: DR = REFERENCE MARK DISK
 QT0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0078_STAMPING: RINE NO 1 1962
 QT0078_MARK LOGO: CGS
 QT0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0078+STABILITY: SURFACE MOTION
 QT0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0078+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0078
 QT0078  HISTORY     - Date     Condition        Report By
 QT0078  HISTORY     - 1962     MONUMENTED       CGS
 QT0078  HISTORY     - 1963     GOOD             CGS
 QT0078  HISTORY     - 19960425 GOOD             NGS
 QT0078
 QT0078                          STATION DESCRIPTION
 QT0078
 QT0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0078'12.9 MI E FROM MAURINE.
 QT0078'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0078'MAURINE, THENCE 7.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0078'U.S. HIGHWAY 212, TO THE JUNCTION OF A ROAD LEADING SOUTH TO
 QT0078'OPAL, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD TO A T
 QT0078'INTERSECTION OF U.S. 212 AND THE GRAVELED ROAD LEADING TO OPAL,
 QT0078'THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 212, TO TRACK ROAD LEADING
 QT0078'SOUTH, THENCE 0.20 MILE SOUTH ALONG TRACK ROAD, 53.4 FEET NORTH OF
 QT0078'RINE 1962, 50.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 QT0078'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 QT0078'PROJECTING 4 INCHES.
 QT0078
 QT0078                          STATION RECOVERY (1996)
 QT0078
 QT0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0078'32.6 KM (20.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0078'OFFICE IN MUD BUTTE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A DIRT
 QT0078'ROAD, 26.2 M (86.0 FT) NORTHEAST OF REFERENCE MARK 2, 16.3 M (53.5 FT)
 QT0078'NORTH OF TRIANGULATION STATION RINE, 10.7 M (35.1 FT) EAST OF THE ROAD
 QT0078'CENTER, 7.8 M (25.6 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND
 QT0078'GATE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST
 QT0078'OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0078'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0080 ***********************************************************************
 QT0080  DESIGNATION -  RINE RM 2
 QT0080  PID         -  QT0080
 QT0080  STATE/COUNTY-  SD/MEADE
 QT0080  COUNTRY     -  US
 QT0080  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0080
 QT0080                         *CURRENT SURVEY CONTROL
 QT0080  ______________________________________________________________________
 QT0080* NAD 83(1986) POSITION- 45 01 13.     (N) 102 28 14.     (W)   SCALED
 QT0080* NAVD 88 ORTHO HEIGHT -   860.155 (meters)     2822.03  (feet) ADJUSTED
 QT0080  ______________________________________________________________________
 QT0080  GEOID HEIGHT    -        -18.330 (meters)                     GEOID18
 QT0080  DYNAMIC HEIGHT  -        859.971 (meters)     2821.42  (feet) COMP
 QT0080  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 QT0080
 QT0080  VERT ORDER      -  FIRST     CLASS II
 QT0080
 QT0080.The horizontal coordinates were scaled from a map and have
 QT0080.an estimated accuracy of +/- 6 seconds.
 QT0080
 QT0080.The orthometric height was determined by differential leveling and
 QT0080.adjusted by the NATIONAL GEODETIC SURVEY
 QT0080.in July 1998.
 QT0080
 QT0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0080.GEOID18 height accuracy estimate available here.
 QT0080
 QT0080.Click photographs - Photos may exist for this station.
 QT0080
 QT0080.The dynamic height is computed by dividing the NAVD 88
 QT0080.geopotential number by the normal gravity value computed on the
 QT0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0080.degrees latitude (g = 980.6199 gals.).
 QT0080
 QT0080.The modeled gravity was interpolated from observed gravity values.
 QT0080
 QT0080;                    North         East    Units  Estimated Accuracy
 QT0080;SPC SD N     -   134,870.      405,320.      MT  (+/- 180 meters Scaled)
 QT0080
 QT0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK992883(NAD 83)
 QT0080
 QT0080                          SUPERSEDED SURVEY CONTROL
 QT0080
 QT0080  NAVD 88 (06/15/91)  860.120  (m)         2821.91   (f) SUPERSEDED  1 2
 QT0080  NGVD 29 (??/??/92)  859.656  (m)         2820.39   (f) ADJ UNCH    1 2
 QT0080
 QT0080.Superseded values are not recommended for survey control.
 QT0080
 QT0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0080.See file dsdata.pdf to determine how the superseded data were derived.
 QT0080
 QT0080_MARKER: DR = REFERENCE MARK DISK
 QT0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0080_STAMPING: RINE NO 2 1962
 QT0080_MARK LOGO: CGS
 QT0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0080+STABILITY: SURFACE MOTION
 QT0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0080+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0080
 QT0080  HISTORY     - Date     Condition        Report By
 QT0080  HISTORY     - 1962     MONUMENTED       CGS
 QT0080  HISTORY     - 1963     GOOD             CGS
 QT0080  HISTORY     - 19960425 GOOD             NGS
 QT0080
 QT0080                          STATION DESCRIPTION
 QT0080
 QT0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0080'12.9 MI E FROM MAURINE.
 QT0080'ABOUT 0.7 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0080'MAURINE, THENCE 7.9 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0080'U.S. HIGHWAY 212, TO THE JUNCTION OF A ROAD LEADING NORTH TO
 QT0080'OPAL, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD TO A T
 QT0080'INTERSECTION OF U.S. HIGHWAY 212 AND THE GRAVELED ROAD LEADING
 QT0080'TO OPAL, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 212 TO TRACK
 QT0080'ROAD LEADING SOUTH, THENCE 0.20 MILE SOUTH ALONG TRACK ROAD, 64.7
 QT0080'FEET WEST OF RINE 1962, 68 FEET WEST OF A METAL WITNESS POST,
 QT0080'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 QT0080'CONCRETE POST PROJECTING 6 INCHES.
 QT0080
 QT0080                          STATION RECOVERY (1996)
 QT0080
 QT0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0080'32.6 KM (20.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0080'OFFICE IN MUD BUTTE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A DIRT
 QT0080'ROAD, 26.2 M (86.0 FT) SOUTHWEST OF REFERENCE MARK 1, 19.7 M (64.6 FT)
 QT0080'WEST OF TRIANGULATION STATION RINE, 11.7 M (38.4 FT) WEST OF THE ROAD
 QT0080'CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT)
 QT0080'EAST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0080'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0984 ***********************************************************************
 PT0984  DESIGNATION -  RISE
 PT0984  PID         -  PT0984
 PT0984  STATE/COUNTY-  SD/SULLY
 PT0984  COUNTRY     -  US
 PT0984  USGS QUAD   -  OKOBOJO SE (2017)
 PT0984
 PT0984                         *CURRENT SURVEY CONTROL
 PT0984  ______________________________________________________________________
 PT0984* NAD 83(1996) POSITION- 44 33 29.23974(N) 100 21 52.40669(W)   ADJUSTED
 PT0984* NAVD 88 ORTHO HEIGHT -   547.    (meters)     1795.    (feet) SCALED
 PT0984  ______________________________________________________________________
 PT0984  GEOID HEIGHT    -        -23.018 (meters)                     GEOID18
 PT0984  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 PT0984  HORZ ORDER      -  SECOND
 PT0984
 PT0984.The horizontal coordinates were established by classical geodetic methods
 PT0984.and adjusted by the National Geodetic Survey in January 1998.
 PT0984
 PT0984.The orthometric height was scaled from a topographic map.
 PT0984
 PT0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0984.GEOID18 height accuracy estimate available here.
 PT0984
 PT0984.Click photographs - Photos may exist for this station.
 PT0984
 PT0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0984
 PT0984. The following values were computed from the NAD 83(1996) position.
 PT0984
 PT0984;                    North         East     Units Scale Factor Converg.
 PT0984;SPC SD N     -    80,605.420   571,036.523   MT  0.99997591   -0 15 28.8
 PT0984;SPC SD N     -   264,452.95  1,873,475.66   sFT  0.99997591   -0 15 28.8
 PT0984;SPC SD S     -   247,171.221   597,519.128   MT  1.00004162   -0 01 17.5
 PT0984;SPC SD S     -   810,927.58  1,960,360.67   sFT  1.00004162   -0 01 17.5
 PT0984;UTM  14      - 4,934,770.815   391,628.407   MT  0.99974443   -0 57 27.0
 PT0984
 PT0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0984!SPC SD N     -   0.99991779  x   0.99997591  =   0.99989370
 PT0984!SPC SD S     -   0.99991779  x   1.00004162  =   0.99995941
 PT0984!UTM  14      -   0.99991779  x   0.99974443  =   0.99966224
 PT0984
 PT0984:                Primary Azimuth Mark                     Grid Az
 PT0984:SPC SD N     -  RISE AZ MK                               001 11 24.4
 PT0984:SPC SD S     -  RISE AZ MK                               000 57 13.1
 PT0984:UTM  14      -  RISE AZ MK                               001 53 22.6
 PT0984
 PT0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9162834770(NAD 83)
 PT0984
 PT0984|---------------------------------------------------------------------|
 PT0984| PID    Reference Object                     Distance      Geod. Az  |
 PT0984|                                                           dddmmss.s |
 PT0984| PT0987 RISE AZ MK                          APPROX. 1.3 KM 0005555.6 |
 PT0984| CO6753 RISE RM 1                            26.082 METERS 05414     |
 PT0984| CO5979 RISE RM 2                            23.724 METERS 18255     |
 PT0984| PT0985 RISE 2                                7.999 METERS 27109     |
 PT0984|---------------------------------------------------------------------|
 PT0984
 PT0984                          SUPERSEDED SURVEY CONTROL
 PT0984
 PT0984  NAD 83(1986)-  44 33 29.23460(N)    100 21 52.41071(W) AD(       ) 2
 PT0984  NAD 27      -  44 33 29.30300(N)    100 21 50.92800(W) AD(       ) 2
 PT0984
 PT0984.Superseded values are not recommended for survey control.
 PT0984
 PT0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0984.See file dsdata.pdf to determine how the superseded data were derived.
 PT0984
 PT0984_MARKER: DS = TRIANGULATION STATION DISK
 PT0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0984_STAMPING: RISE 1948
 PT0984_MARK LOGO: CGS
 PT0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0984+STABILITY: SURFACE MOTION
 PT0984
 PT0984  HISTORY     - Date     Condition        Report By
 PT0984  HISTORY     - 1948     MONUMENTED       CGS
 PT0984  HISTORY     - 1963     GOOD             USFS
 PT0984  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PT0984
 PT0984                          STATION DESCRIPTION
 PT0984
 PT0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0984'STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 12 MILES NORTH
 PT0984'OF PIERRE, 6.5 MILES SOUTH-SOUTHEAST OF OKOBOJO, 0.75 MILE NORTH
 PT0984'OF THE HUGHES-SULLY COUNTY LINE, 41 FEET WEST OF APPROXIMATE
 PT0984'CENTERLINE OF DIRT ROAD, AND 15 FEET NORTHEAST OF A WITNESS
 PT0984'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED RISE
 PT0984'1948.
 PT0984'
 PT0984'REFERENCE MARK NO. 1 IS 85.57 FEET NORTHEAST OF STATION AND 2
 PT0984'FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 PT0984'DISK IS STAMPED RISE NO 1 1948.
 PT0984'
 PT0984'REFERENCE MARK NO. 2 IS 77.83 FEET SOUTH OF STATION AND 1 FOOT
 PT0984'EAST OF A WIRE FENCE.  THE MARK PROJECTS 10 INCHES, AND THE DISK
 PT0984'IS STAMPED RISE NO 2 1948.
 PT0984'
 PT0984'AZIMUTH MARK IS 0.8 MILE NORTH OF STATION VIA DIRT ROAD, 32
 PT0984'FEET EAST OF APPROXIMATE CENTERLINE OF DIRT ROAD, AND 2 FEET
 PT0984'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 1 INCH, AND THE
 PT0984'DISK IS STAMPED RISE 1948.
 PT0984'
 PT0984'TO REACH STATION FROM THE ST. CHARLES HOTEL IN PIERRE, GO
 PT0984'NORTHEAST ON U.S. HIGHWAYS 83 AND 14 FOR 1.3 MILES TO A GRAVELED
 PT0984'ROAD LEFT, TURN LEFT ON GRAVELED ROAD AND GO 8.4 MILES TO A
 PT0984'CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 2.9 MILES TO LEFT TURN
 PT0984'IN MAIN ROAD, TURN LEFT AND GO 0.7 MILE TO RIGHT TURN IN ROAD,
 PT0984'TURN RIGHT AND GO 0.7 MILE TO STATION ON LEFT.
 PT0984'
 PT0984'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 PT0984
 PT0984                          STATION RECOVERY (1963)
 PT0984
 PT0984'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT0984'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT0984
 PT0984                          STATION RECOVERY (1964)
 PT0984
 PT0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PT0984'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT0984'CONDITION.  THE STATION AND REFERENCE MARKS WERE IN THE WAY OF
 PT0984'PROPOSED ROAD CONSTRUCTION AND A REQUEST WAS RECEIVED TO MOVE
 PT0984'THEM.  THE ORIGINAL STATION WAS DESTROYED AND A NEW STATION
 PT0984'WAS ESTABLISHED IN THE IMMEDIATE VICINITY, SEE DESCRIPTION FOR
 PT0984'RISE 2.  THE ORIGINAL AZIMUTH MARK WAS NOT IN DANGER OF BEING
 PT0984'DESTROYED SO IT WAS USED FOR THE AZIMUTH FOR RISE 2.
 PT0984'
 PT0984'FOLLOWING ARE OBSERVATIONS MADE AT THIS STATION IN 1964--
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0985 ***********************************************************************
 PT0985  DESIGNATION -  RISE 2
 PT0985  PID         -  PT0985
 PT0985  STATE/COUNTY-  SD/SULLY
 PT0985  COUNTRY     -  US
 PT0985  USGS QUAD   -  OKOBOJO SE (2017)
 PT0985
 PT0985                         *CURRENT SURVEY CONTROL
 PT0985  ______________________________________________________________________
 PT0985* NAD 83(1996) POSITION- 44 33 29.24497(N) 100 21 52.76906(W)   NO CHECK
 PT0985* NAVD 88 ORTHO HEIGHT -   546.87  (+/-2cm)     1794.2   (feet) VERTCON3
 PT0985  ______________________________________________________________________
 PT0985  GEOID HEIGHT    -        -23.018 (meters)                     GEOID18
 PT0985  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 PT0985  HORZ ORDER      -  THIRD
 PT0985  VERT ORDER      -  THIRD ? (See Below)
 PT0985
 PT0985.The horizontal coordinates were established by classical geodetic methods
 PT0985.and adjusted by the National Geodetic Survey in January 1998.
 PT0985
 PT0985.No horizontal observational check was made to the station.
 PT0985
 PT0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0985
 PT0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0985.GEOID18 height accuracy estimate available here.
 PT0985
 PT0985.The vertical order pertains to the NGVD 29 superseded value.
 PT0985
 PT0985.Click photographs - Photos may exist for this station.
 PT0985
 PT0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0985
 PT0985. The following values were computed from the NAD 83(1996) position.
 PT0985
 PT0985;                    North         East     Units Scale Factor Converg.
 PT0985;SPC SD N     -    80,605.618   571,028.527   MT  0.99997591   -0 15 29.1
 PT0985;SPC SD N     -   264,453.60  1,873,449.43   sFT  0.99997591   -0 15 29.1
 PT0985;SPC SD S     -   247,171.386   597,511.130   MT  1.00004162   -0 01 17.8
 PT0985;SPC SD S     -   810,928.12  1,960,334.43   sFT  1.00004162   -0 01 17.8
 PT0985;UTM  14      - 4,934,771.110   391,620.416   MT  0.99974445   -0 57 27.3
 PT0985
 PT0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0985!SPC SD N     -   0.99991787  x   0.99997591  =   0.99989378
 PT0985!SPC SD S     -   0.99991787  x   1.00004162  =   0.99995949
 PT0985!UTM  14      -   0.99991787  x   0.99974445  =   0.99966234
 PT0985
 PT0985:                Primary Azimuth Mark                     Grid Az
 PT0985:SPC SD N     -  RISE 3 AZ MK                             042 41 04.2
 PT0985:SPC SD S     -  RISE 3 AZ MK                             042 26 52.9
 PT0985:UTM  14      -  RISE 3 AZ MK                             043 23 02.4
 PT0985
 PT0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9162034771(NAD 83)
 PT0985
 PT0985|---------------------------------------------------------------------|
 PT0985| PID    Reference Object                     Distance      Geod. Az  |
 PT0985|                                                           dddmmss.s |
 PT0985| PT0987 RISE AZ MK                          APPROX. 1.3 KM 0011727.0 |
 PT0985| CO5982 RISE 3 AZ MK                                       0422535.1 |
 PT0985| CO5980 RISE 2 RM 3                          34.327 METERS 08638     |
 PT0985| PT0984 RISE                                  7.999 METERS 09109     |
 PT0985| PT1025 PIERRE MICROWAVE MAST               APPROX.15.2 KM 1751447.2 |
 PT0985| CO5981 RISE 2 RM 4                          20.355 METERS 17929     |
 PT0985| PT0986 RISE 3                                3.691 METERS 26857     |
 PT0985|---------------------------------------------------------------------|
 PT0985
 PT0985                          SUPERSEDED SURVEY CONTROL
 PT0985
 PT0985  NAD 83(1986)-  44 33 29.23983(N)    100 21 52.77314(W) AD(       ) 3
 PT0985  NAD 27      -  44 33 29.30823(N)    100 21 51.29032(W) AD(       ) 3
 PT0985  NGVD 29             546.48   (m)         1792.9    (f) LEVELING    3  
 PT0985
 PT0985.Superseded values are not recommended for survey control.
 PT0985
 PT0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0985.See file dsdata.pdf to determine how the superseded data were derived.
 PT0985
 PT0985_MARKER: DS = TRIANGULATION STATION DISK
 PT0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0985_STAMPING: RISE 2 1964
 PT0985_MARK LOGO: CGS
 PT0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0985+STABILITY: SURFACE MOTION
 PT0985
 PT0985  HISTORY     - Date     Condition        Report By
 PT0985  HISTORY     - 1964     MONUMENTED       CGS
 PT0985  HISTORY     - 1967     GOOD             CGS
 PT0985
 PT0985                          STATION DESCRIPTION
 PT0985
 PT0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PT0985'THE STATION IS ABOUT 12 MILES NORTH OF PIERRE, 6.5 MILES
 PT0985'SOUTH-SOUTHEAST OF OKOBOJO, 0.75 MILE NORTH OF THE HUGHES-SULLY
 PT0985'COUNTY LINE, 63 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2
 PT0985'FEET SOUTH OF A METAL WITNESS POST.  THE MARK PROJECT ABOUT 3
 PT0985'INCHES AND THE DISK IS STAMPED RISE 2 1964.
 PT0985'
 PT0985'R.M. NO. 3 IS EAST OF THE STATION AND IS ABOUT 50 FEET EAST
 PT0985'OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS ABOUT 3 INCHES
 PT0985'AND THE DISK IS STAMPED RISE 2 NO 3 1964.
 PT0985'
 PT0985'R.M. NO. 4 IS SOUTH OF THE STATION AND IS ABOUT 60 FEET WEST OF
 PT0985'THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS ABOUT 10 INCHES
 PT0985'AND THE DISK IS STAMPED RISE 2 NO 4 1964.
 PT0985'
 PT0985'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION, 32
 PT0985'FEET EAST OF THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH OF A
 PT0985'WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK
 PT0985'IS STAMPED RISE 1948.
 PT0985'
 PT0985'TO REACH THE STATION FROM PIERRE, FROM THE ST. CHARLES HOTEL,
 PT0985'GO EAST, NORTH AND EAST ON U.S. HIGHWAYS 14 AND 83 FOR 1.3 MILES
 PT0985'TO JUNCTION WITH STATE HIGHWAY 514 ON LEFT, TURN LEFT AND GO
 PT0985'NORTHERLY ON ROUTE 514 FOR 3.05 MILES TO A T-ROAD RIGHT, TURN
 PT0985'RIGHT THEN CONTINUE NORTH ON GRAVELED ROAD FOR 5.25 MILES TO
 PT0985'CROSSROADS, CONTINUE NORTH FOR 2.85 MILES TO POINT WHERE MAIN
 PT0985'ROAD TURNS LEFT, TURN LEFT AND GO WEST FOR 0.65 MILES TO A
 PT0985'BRIDGE AT CURVE IN ROAD, CONTINUE ON MAIN ROAD FOR 0.7 MILE TO
 PT0985'TOP OF HILL AND STATION ON LEFT AS DESCRIBED.  TO REACH
 PT0985'THE AZIMUTH MARK CONTINUE NORTH FOR 0.8 MILE TO MARK ON RIGHT.
 PT0985
 PT0985                          STATION RECOVERY (1967)
 PT0985
 PT0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PT0985'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT0985'CONDITION.  THE MARKS WERE IN THE WAY OF ROAD IMPROVEMENT SO A
 PT0985'NEW STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  FOR
 PT0985'DETAILS, SEE DESCRIPTION FOR RISE 3 1967.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0986 ***********************************************************************
 PT0986  DESIGNATION -  RISE 3
 PT0986  PID         -  PT0986
 PT0986  STATE/COUNTY-  SD/SULLY
 PT0986  COUNTRY     -  US
 PT0986  USGS QUAD   -  OKOBOJO SE (2017)
 PT0986
 PT0986                         *CURRENT SURVEY CONTROL
 PT0986  ______________________________________________________________________
 PT0986* NAD 83(1996) POSITION- 44 33 29.24277(N) 100 21 52.93627(W)   NO CHECK
 PT0986* NAVD 88 ORTHO HEIGHT -   547.    (meters)     1795.    (feet) SCALED
 PT0986  ______________________________________________________________________
 PT0986  GEOID HEIGHT    -        -23.018 (meters)                     GEOID18
 PT0986  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 PT0986  HORZ ORDER      -  THIRD
 PT0986
 PT0986.The horizontal coordinates were established by classical geodetic methods
 PT0986.and adjusted by the National Geodetic Survey in January 1998.
 PT0986
 PT0986.No horizontal observational check was made to the station.
 PT0986
 PT0986.The orthometric height was scaled from a topographic map.
 PT0986
 PT0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0986.GEOID18 height accuracy estimate available here.
 PT0986
 PT0986.Click photographs - Photos may exist for this station.
 PT0986
 PT0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0986
 PT0986. The following values were computed from the NAD 83(1996) position.
 PT0986
 PT0986;                    North         East     Units Scale Factor Converg.
 PT0986;SPC SD N     -    80,605.566   571,024.836   MT  0.99997591   -0 15 29.2
 PT0986;SPC SD N     -   264,453.43  1,873,437.32   sFT  0.99997591   -0 15 29.2
 PT0986;SPC SD S     -   247,171.319   597,507.440   MT  1.00004162   -0 01 17.9
 PT0986;SPC SD S     -   810,927.90  1,960,322.33   sFT  1.00004162   -0 01 17.9
 PT0986;UTM  14      - 4,934,771.104   391,616.726   MT  0.99974446   -0 57 27.4
 PT0986
 PT0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0986!SPC SD N     -   0.99991779  x   0.99997591  =   0.99989370
 PT0986!SPC SD S     -   0.99991779  x   1.00004162  =   0.99995941
 PT0986!UTM  14      -   0.99991779  x   0.99974446  =   0.99966227
 PT0986
 PT0986:                Primary Azimuth Mark                     Grid Az
 PT0986:SPC SD N     -  RISE 3 AZ MK                             042 55 07.4
 PT0986:SPC SD S     -  RISE 3 AZ MK                             042 40 56.1
 PT0986:UTM  14      -  RISE 3 AZ MK                             043 37 05.6
 PT0986
 PT0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9161634771(NAD 83)
 PT0986
 PT0986|---------------------------------------------------------------------|
 PT0986| PID    Reference Object                     Distance      Geod. Az  |
 PT0986|                                                           dddmmss.s |
 PT0986| PT0987 RISE AZ MK                          APPROX. 1.3 KM 0012722.4 |
 PT0986| CO5982 RISE 3 AZ MK                                       0423938.2 |
 PT0986| PT0985 RISE 2                                3.691 METERS 08857     |
 PT0986| PT1025 PIERRE MICROWAVE MAST               APPROX.15.2 KM 1751357.2 |
 PT0986| CO5984 RISE 3 RM 6                          19.632 METERS 17946     |
 PT0986| CO5983 RISE 3 RM 5                          20.112 METERS 35937     |
 PT0986|---------------------------------------------------------------------|
 PT0986
 PT0986                          SUPERSEDED SURVEY CONTROL
 PT0986
 PT0986  NAD 83(1986)-  44 33 29.23764(N)    100 21 52.94023(W) AD(       ) 3
 PT0986  NAD 27      -  44 33 29.30603(N)    100 21 51.45753(W) AD(       ) 3
 PT0986
 PT0986.Superseded values are not recommended for survey control.
 PT0986
 PT0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0986.See file dsdata.pdf to determine how the superseded data were derived.
 PT0986
 PT0986_MARKER: DS = TRIANGULATION STATION DISK
 PT0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0986_STAMPING: RISE 3 1967
 PT0986_MARK LOGO: CGS
 PT0986_PROJECTION: FLUSH
 PT0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0986+STABILITY: SURFACE MOTION
 PT0986
 PT0986  HISTORY     - Date     Condition        Report By
 PT0986  HISTORY     - 1967     MONUMENTED       CGS
 PT0986  HISTORY     - 1968     GOOD             CGS
 PT0986
 PT0986                          STATION DESCRIPTION
 PT0986
 PT0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PT0986'THE STATION IS ABOUT 12 MILES NORTH OF PIERRE, 6.5 MILES
 PT0986'SOUTH-SOUTHEAST OF OKOBOJO, 0.75 MILE NORTH OF THE HUGHES-SULLY
 PT0986'COUNTY LINE, 74 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1.5
 PT0986'FEET NORTH OF A METAL WITNESS POST.  THE MARK IS ABOUT FLUSH AND
 PT0986'THE DISK IS STAMPED RISE 3 1967.
 PT0986'
 PT0986'TO REACH THE STATION FROM PIERRE, FROM THE ST. CHARLES HOTEL,
 PT0986'GO EAST, NORTH AND EAST ON U.S. HIGHWAYS 14 AND 83 FOR 1.3 MILES
 PT0986'TO JUNCTION WITH STATE HIGHWAY 514, TURN LEFT AND GO NORTHERLY ON
 PT0986'ROUTE 514 FOR 3.05 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 PT0986'THEN CONTINUE NORTH ON GRAVELED ROAD FOR 5.25 MILES TO
 PT0986'CROSSROADS, CONTINUE NORTH FOR 2.85 MILES TO A POINT WHERE THE
 PT0986'MAIN ROAD TURNS LEFT, TURN LEFT AND GO WEST FOR 0.65 MILE
 PT0986'TO A BRIDGE AT A CURVE IN THE ROAD, CONTINUE ON MAIN ROAD FOR
 PT0986'0.7 MILE TO TOP OF HILL AND STATION ON THE LEFT.  TO REACH THE
 PT0986'AZIMUTH MARK CONTINUE NORTH FOR 0.3 MILE TO CROSSROADS, TURN
 PT0986'RIGHT AND GO EAST FOR 0.25 MILE TO THE MARK ON THE LEFT
 PT0986'JUST AFTER PASSING UNDER LARGE TRANSMISSION LINE.
 PT0986'
 PT0986'R.M. NO. 5 IS 74 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE
 PT0986'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RISE 3 NO 5 1967.
 PT0986'
 PT0986'R.M. NO. 6 IS 74 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE
 PT0986'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED RISE 3 NO 6 1967.
 PT0986'
 PT0986'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF A TRACK
 PT0986'SECTION-LINE ROAD, 1.5 FEET WEST OF A POWERLINE POLE AND 1.5
 PT0986'FEET EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 PT0986'AND THE DISK IS STAMPED RISE 3 1967.
 PT0986
 PT0986                          STATION RECOVERY (1968)
 PT0986
 PT0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PT0986'STATION WAS RECOVERED AS DESCRIBED IN THE 1967 DESCRIPTION AND
 PT0986'ALL MARKS FOUND IN GOOD CONDITION.  A CHECK WAS MADE OF THE
 PT0986'DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO BE CORRECT.  THE
 PT0986'1967 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 PT0986'
 PT0986'1968 OBSERVATIONS TAKEN FROM A 4 FT. TRIPOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0987 ***********************************************************************
 PT0987  DESIGNATION -  RISE AZ MK
 PT0987  PID         -  PT0987
 PT0987  STATE/COUNTY-  SD/SULLY
 PT0987  COUNTRY     -  US
 PT0987  USGS QUAD   -  OKOBOJO SE (2017)
 PT0987
 PT0987                         *CURRENT SURVEY CONTROL
 PT0987  ______________________________________________________________________
 PT0987* NAD 83(1996) POSITION- 44 34 10.61404(N) 100 21 51.46501(W)   ADJUSTED
 PT0987* NAVD 88 ORTHO HEIGHT -   547.    (meters)     1795.    (feet) SCALED
 PT0987  ______________________________________________________________________
 PT0987  GEOID HEIGHT    -        -22.999 (meters)                     GEOID18
 PT0987  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 PT0987
 PT0987.The horizontal coordinates were established by classical geodetic methods
 PT0987.and adjusted by the National Geodetic Survey in January 1998.
 PT0987
 PT0987.The horizontal coordinates are considered weak due to poor geometry
 PT0987.of the observations.
 PT0987
 PT0987.The orthometric height was scaled from a topographic map.
 PT0987
 PT0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0987.GEOID18 height accuracy estimate available here.
 PT0987
 PT0987.Click photographs - Photos may exist for this station.
 PT0987
 PT0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0987
 PT0987. The following values were computed from the NAD 83(1996) position.
 PT0987
 PT0987;                    North         East     Units Scale Factor Converg.
 PT0987;SPC SD N     -    81,882.406   571,063.051   MT  0.99997421   -0 15 28.2
 PT0987;SPC SD N     -   268,642.53  1,873,562.69   sFT  0.99997421   -0 15 28.2
 PT0987;SPC SD S     -   248,448.393   597,540.387   MT  1.00004494   -0 01 16.9
 PT0987;SPC SD S     -   815,117.77  1,960,430.42   sFT  1.00004494   -0 01 16.9
 PT0987;UTM  14      - 4,936,047.088   391,670.516   MT  0.99974431   -0 57 27.1
 PT0987
 PT0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0987!SPC SD N     -   0.99991779  x   0.99997421  =   0.99989200
 PT0987!SPC SD S     -   0.99991779  x   1.00004494  =   0.99996272
 PT0987!UTM  14      -   0.99991779  x   0.99974431  =   0.99966212
 PT0987
 PT0987:                Primary Azimuth Mark                     Grid Az
 PT0987:SPC SD N     -  RISE 2                                   181 32 56.2
 PT0987:SPC SD S     -  RISE 2                                   181 18 44.9
 PT0987:UTM  14      -  RISE 2                                   182 14 55.1
 PT0987
 PT0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9167036047(NAD 83)
 PT0987
 PT0987|---------------------------------------------------------------------|
 PT0987| PID    Reference Object                     Distance      Geod. Az  |
 PT0987|                                                           dddmmss.s |
 PT0987| PT0985 RISE 2                              APPROX. 1.3 KM 1811728.0 |
 PT0987| PT0986 RISE 3                              APPROX. 1.3 KM 1812723.4 |
 PT0987|---------------------------------------------------------------------|
 PT0987
 PT0987                          SUPERSEDED SURVEY CONTROL
 PT0987
 PT0987  NAD 83(1986)-  44 34 10.59817(N)    100 21 51.46931(W) AD(       ) W
 PT0987
 PT0987.Superseded values are not recommended for survey control.
 PT0987
 PT0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0987.See file dsdata.pdf to determine how the superseded data were derived.
 PT0987
 PT0987_MARKER: DZ = AZIMUTH MARK DISK
 PT0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0987_STAMPING: RISE 1948
 PT0987_MARK LOGO: CGS
 PT0987_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0987+STABILITY: SURFACE MOTION
 PT0987
 PT0987  HISTORY     - Date     Condition        Report By
 PT0987  HISTORY     - 1948     MONUMENTED       CGS
 PT0987
 PT0987                          STATION DESCRIPTION
 PT0987
 PT0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0987'THE MARK IS LOCATED ABOUT 17.4 MI (28.0 KM) EAST-NORTHEAST OF LACY,
 PT0987'13.9 MI (22.4 KM) NORTH OF PIERRE AND 5.7 MI (9.2 KM) SOUTH-SOUTHEAST
 PT0987'OF OKOBOJO.
 PT0987'
 PT0987'TO REACH THE STATION FROM PIERRE FROM THE ST. CHARLES HOTEL, GO EAST,
 PT0987'NORTH AND EAST ON U.S. HIGHWAYS 14 AND 83 FOR 1.3 MI (2.1 KM) TO
 PT0987'JUNCTION WITH STATE HIGHWAY 514 ON THE LEFT.  TURN LEFT AND GO
 PT0987'NORTHERLY ON ROUTE 514 FOR 3.05 MI (4.91 KM) TO A T-ROAD RIGHT.  TURN
 PT0987'RIGHT THEN CONTINUE NORTH ON GRAVELED ROAD FOR 5.25 MI (8.45 KM) TO
 PT0987'CROSSROADS.  CONTINUE NORTH FOR 2.85 MI (4.59 KM) TO POINT WHERE MAIN
 PT0987'ROAD TURNS LEFT.  TURN LEFT AND GO WEST FOR 0.65 MI (1.05 KM) TO A
 PT0987'BRIDGE AT CURVE IN ROAD.  CONTINUE ON MAIN ROAD FOR 0.7 MI (1.1 KM)
 PT0987'TO TOP OF HILL.  CONTINUE NORTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 PT0987'RIGHT.
 PT0987'
 PT0987'IT IS 32 FT (9.8 M) EAST OF THE CENTERLINE OF THE ROAD AND 2 FT
 PT0987'(0.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0748 ***********************************************************************
 PS0748  DESIGNATION -  RIVENES
 PS0748  PID         -  PS0748
 PS0748  STATE/COUNTY-  SD/SULLY
 PS0748  COUNTRY     -  US
 PS0748  USGS QUAD   -  GETTYSBURG MUNICIPAL AIRPORT SW (2017)
 PS0748
 PS0748                         *CURRENT SURVEY CONTROL
 PS0748  ______________________________________________________________________
 PS0748* NAD 83(1996) POSITION- 44 45 30.68464(N) 099 53 46.04317(W)   ADJUSTED
 PS0748* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 PS0748  ______________________________________________________________________
 PS0748  GEOID HEIGHT    -        -22.935 (meters)                     GEOID18
 PS0748  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 PS0748  HORZ ORDER      -  SECOND
 PS0748
 PS0748.The horizontal coordinates were established by classical geodetic methods
 PS0748.and adjusted by the National Geodetic Survey in January 1998.
 PS0748
 PS0748.The orthometric height was scaled from a topographic map.
 PS0748
 PS0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0748.GEOID18 height accuracy estimate available here.
 PS0748
 PS0748.Click photographs - Photos may exist for this station.
 PS0748
 PS0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0748
 PS0748. The following values were computed from the NAD 83(1996) position.
 PS0748
 PS0748;                    North         East     Units Scale Factor Converg.
 PS0748;SPC SD N     -   102,814.280   608,224.298   MT  0.99995209   +0 04 24.7
 PS0748;SPC SD N     -   337,316.52  1,995,482.55   sFT  0.99995209   +0 04 24.7
 PS0748;UTM  14      - 4,956,516.541   429,075.728   MT  0.99966186   -0 37 51.6
 PS0748
 PS0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0748!SPC SD N     -   0.99991151  x   0.99995209  =   0.99986360
 PS0748!UTM  14      -   0.99991151  x   0.99966186  =   0.99957340
 PS0748
 PS0748:                Primary Azimuth Mark                     Grid Az
 PS0748:SPC SD N     -  RIVENES AZ MK                            001 53 03.3
 PS0748:UTM  14      -  RIVENES AZ MK                            002 35 19.6
 PS0748
 PS0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2907556516(NAD 83)
 PS0748
 PS0748|---------------------------------------------------------------------|
 PS0748| PID    Reference Object                     Distance      Geod. Az  |
 PS0748|                                                           dddmmss.s |
 PS0748| CO5985 RIVENES AZ MK                                      0015728.0 |
 PS0748| CO5986 RIVENES RM 1                         29.598 METERS 05405     |
 PS0748| PT0978 ONIDA MUNICIPAL TANK                APPROX.14.6 KM 2475428.4 |
 PS0748| CO5987 RIVENES RM 2                         37.069 METERS 29811     |
 PS0748| PT0970 AGAR MUNICIPAL TANK                 APPROX.16.7 KM 3022756.2 |
 PS0748| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.28.5 KM 3515054.9 |
 PS0748|---------------------------------------------------------------------|
 PS0748
 PS0748                          SUPERSEDED SURVEY CONTROL
 PS0748
 PS0748  NAD 83(1986)-  44 45 30.67961(N)    099 53 46.04855(W) AD(       ) 2
 PS0748  NAD 27      -  44 45 30.73600(N)    099 53 44.62000(W) AD(       ) 2
 PS0748
 PS0748.Superseded values are not recommended for survey control.
 PS0748
 PS0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0748.See file dsdata.pdf to determine how the superseded data were derived.
 PS0748
 PS0748_MARKER: DS = TRIANGULATION STATION DISK
 PS0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0748_STAMPING: RIVENES 1951
 PS0748_MARK LOGO: CGS
 PS0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0748+STABILITY: SURFACE MOTION
 PS0748
 PS0748  HISTORY     - Date     Condition        Report By
 PS0748  HISTORY     - 1951     MONUMENTED       CGS
 PS0748  HISTORY     - 1951     GOOD             SDDT
 PS0748
 PS0748                          STATION DESCRIPTION
 PS0748
 PS0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0748'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF BLUNT,
 PS0748'8-1/2 MILES NORTHEAST OF ONIDA AND APPROXIMATELY 0.15 MILE
 PS0748'EAST OF A DIM SECTION LINE ROAD.  IT IS 58.5 FEET SOUTH OF
 PS0748'THE HALF SECTION LINE FENCE AND 22 FEET SOUTHWEST OF A ROCK PILE.
 PS0748'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RIVENES 1951.
 PS0748'
 PS0748'REFERENCE MARK NO. 1 IS 25.5 FEET WEST OF THE WEST POST OF
 PS0748'A GATE AND 1 FOOT SOUTH OF THE HALF SECTION FENCE.  THE
 PS0748'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RIVENES NO 1
 PS0748'1951.
 PS0748'
 PS0748'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE HALF SECTION FENCE.
 PS0748'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RIVENES
 PS0748'NO 2 1951.
 PS0748'
 PS0748'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF AN EAST
 PS0748'AND WEST ROAD, 6 FEET EAST OF THE POST OF A GATE AND 1 FOOT
 PS0748'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 PS0748'AND THE DISK IS STAMPED RIVENES 1951.
 PS0748'
 PS0748'TO REACH FROM THE POST OFFICE IN BLUNT, GO SOUTH 0.15 MILE
 PS0748'TO HIGHWAY 14, TURN LEFT (EAST) ON HIGHWAY 14 FOR 2.1 MILES
 PS0748'TO CROSSROADS AT CURVE IN HIGHWAY, TURN LEFT (NORTH) ON
 PS0748'GRAVELED ROAD 1.45 MILE, TURN RIGHT (EAST) 0.35 MILE, TURN
 PS0748'LEFT (NORTH) WITH MAIN ROAD 15.1 MILES TO CROSSROADS AT
 PS0748'SCHOOL HOUSE IN THE NORTHEAST CORNER OF ROADS, TURN RIGHT
 PS0748'(EAST) 2.0 MILES TO DIM CROSSROADS, CONTINUE EAST 0.1 MILE
 PS0748'TO A GATE ON THE RIGHT AND THE AZIMUTH MARK.  HERE TURN RIGHT
 PS0748'(SOUTH) 0.5 MILE ACROSS PASTURE TO THE HALF MILE FENCE AND
 PS0748'THE STATION.
 PS0748'
 PS0748'A 37 FT. SIGNAL AT CORA 1935, GORMAN 1934, ASMUSSEN AND PIPE
 PS0748'IS V.G.
 PS0748'
 PS0748'A 4 FT. SIGNAL AT COB, ELIDA 1935 AND AGAR IS V.G.
 PS0748'
 PS0748'A 64 FT. SIGNAL AT ONIDA 1934 IS V.G.
 PS0748'
 PS0748'NOTE- MARKS WERE MEASURED SLOPE DISTANCE DUE TO A STRONG
 PS0748'NORTHERLY WIND.
 PS0748'
 PS0748'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 PS0748
 PS0748                          STATION RECOVERY (1951)
 PS0748
 PS0748'RECOVERY NOTE BY SD DEPT OF TRANSP 1951 (DWH)
 PS0748'RIVENES RECOVERED GOOD.
 PS0748'
 PS0748'RIVENES AZIMUTH RECOVERED GOOD.
 PS0748'
 PS0748'RM NO. 1 RIVENES RECOVERED GOOD.
 PS0748'
 PS0748'RM NO. 2 RIVENES RECOVERED GOOD.
 PS0748'
 PS0748'TO REACH STATION FROM US HIGHWAY NO. 83 AND SD NO. 26 GO EAST 7 MI.
 PS0748'TURN LT. (NORTH) 4 MI. TURN RT. (EAST) 1 MI. (FROM THIS POINT
 PS0748'AZIMUTH IS 0.2 MI. EAST ON RT.) TURN RT. (SOUTH) 0.5 MI. ON TRACK
 PS0748'ROAD TO FENCE SHARP LT. THROUGH GATE THEN SHARP RT. THROUGH
 PS0748'ANOTHER GATE SHARP LT. ALONG N. END OF FIELD 0.2 MI. TO TOP OF
 PS0748'ROCKEY HILL AND STATION.
 PS0748'
 PS0748'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI. EAST AND 3-1/2 MI.
 PS0748'NORTH OF ONIDA, SO. DAK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0408 ***********************************************************************
 QT0408  DESIGNATION -  RIVER
 QT0408  PID         -  QT0408
 QT0408  STATE/COUNTY-  SD/PERKINS
 QT0408  COUNTRY     -  US
 QT0408  USGS QUAD   -  FAITH NE (2017)
 QT0408
 QT0408                         *CURRENT SURVEY CONTROL
 QT0408  ______________________________________________________________________
 QT0408* NAD 83(1996) POSITION- 45 09 00.55886(N) 102 07 25.69582(W)   ADJUSTED
 QT0408* NAVD 88 ORTHO HEIGHT -   761.7   (meters)     2499.    (feet) VERTCON3
 QT0408  ______________________________________________________________________
 QT0408  GEOID HEIGHT    -        -19.128 (meters)                     GEOID18
 QT0408  LAPLACE CORR    -         -6.08  (seconds)                    DEFLEC18
 QT0408  HORZ ORDER      -  SECOND
 QT0408
 QT0408.The horizontal coordinates were established by classical geodetic methods
 QT0408.and adjusted by the National Geodetic Survey in January 1998.
 QT0408
 QT0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0408
 QT0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0408.GEOID18 height accuracy estimate available here.
 QT0408
 QT0408.Click photographs - Photos may exist for this station.
 QT0408
 QT0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0408
 QT0408. The following values were computed from the NAD 83(1996) position.
 QT0408
 QT0408;                    North         East     Units Scale Factor Converg.
 QT0408;SPC SD N     -   148,519.391   433,011.777   MT  0.99994060   -1 30 11.2
 QT0408;SPC SD N     -   487,267.37  1,420,639.47   sFT  0.99994060   -1 30 11.2
 QT0408;UTM  13      - 5,003,655.908   726,094.963   MT  1.00022859   +2 02 23.9
 QT0408
 QT0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0408!SPC SD N     -   0.99988358  x   0.99994060  =   0.99982419
 QT0408!UTM  13      -   0.99988358  x   1.00022859  =   1.00011215
 QT0408
 QT0408:                Primary Azimuth Mark                     Grid Az
 QT0408:SPC SD N     -  RIVER AZ MK                              329 30 25.3
 QT0408:UTM  13      -  RIVER AZ MK                              325 57 50.2
 QT0408
 QT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2609403655(NAD 83)
 QT0408
 QT0408|---------------------------------------------------------------------|
 QT0408| PID    Reference Object                     Distance      Geod. Az  |
 QT0408|                                                           dddmmss.s |
 QT0408| QT0412 FAITH MUNICIPAL TANK                APPROX.15.6 KM 1551023.2 |
 QT0408| CQ9335 RIVER RM 1                           13.224 METERS 16101     |
 QT0408| CQ9334 RIVER AZ MK                                        3280014.1 |
 QT0408| CQ9336 RIVER RM 2                           13.459 METERS 34045     |
 QT0408|---------------------------------------------------------------------|
 QT0408
 QT0408                          SUPERSEDED SURVEY CONTROL
 QT0408
 QT0408  NAD 83(1986)-  45 09 00.55068(N)    102 07 25.69474(W) AD(       ) 2
 QT0408  NAD 27      -  45 09 00.62000(N)    102 07 24.11700(W) AD(       ) 2
 QT0408  NGVD 29 (07/19/86)  761.3    (m)         2498.     (f) VERT ANG       
 QT0408
 QT0408.Superseded values are not recommended for survey control.
 QT0408
 QT0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0408.See file dsdata.pdf to determine how the superseded data were derived.
 QT0408
 QT0408_MARKER: DS = TRIANGULATION STATION DISK
 QT0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0408_STAMPING: RIVER 1951
 QT0408_MARK LOGO: CGS
 QT0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0408+STABILITY: SURFACE MOTION
 QT0408
 QT0408  HISTORY     - Date     Condition        Report By
 QT0408  HISTORY     - 1951     MONUMENTED       CGS
 QT0408  HISTORY     - 1966     GOOD             CGS
 QT0408
 QT0408                          STATION DESCRIPTION
 QT0408
 QT0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0408'THE STATION IS ABOUT 8-1/2 MILES NORTH AND 4-1/2 MILES WEST
 QT0408'OF FAITH, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 73.  IT IS
 QT0408'74 FEET EAST OF THE CENTER OF THE HIGHWAY AND 4 FEET WEST
 QT0408'OF A FENCE.
 QT0408'
 QT0408'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QT0408'AND STATE HIGHWAY 73 IN FAITH.  GO WEST ON HIGHWAYS 212 AND
 QT0408'73 FOR 3.1 MILES TO A POINT WHERE HIGHWAY 73 GOES NORTH.
 QT0408'TURN RIGHT AND GO NORTH ON HIGHWAY 73 FOR 8.7 MILES TO THE
 QT0408'STATION ON THE RIGHT.  CONTINUE NORTH FOR 0.35 MILE TO THE
 QT0408'AZIMUTH MARK ON THE LEFT.
 QT0408'
 QT0408'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0408'RIVER 1951.
 QT0408'
 QT0408'REFERENCE MARK NO. 1 IS 74 FEET EAST OF THE CENTER OF THE
 QT0408'HIGHWAY, AND 5 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 QT0408'8 INCHES AND THE DISK IS STAMPED RIVER NO 1 1951.
 QT0408'
 QT0408'REFERENCE MARK NO. 2 IS 74 FEET EAST OF THE CENTER OF THE
 QT0408'HIGHWAY, AND 2 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 QT0408'8 INCHES AND THE DISK IS STAMPED RIVER NO 2 1951.
 QT0408'
 QT0408'THE AZIMUTH MARK IS 66 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QT0408'AND 3 FEET EAST OF A FENCE.  THE MARK PROJECTS 10 INCHES
 QT0408'AND THE DISK IS STAMPED RIVER 1951.
 QT0408'
 QT0408'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0408'CONCRETE CYLINDERS.
 QT0408
 QT0408                          STATION RECOVERY (1966)
 QT0408
 QT0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 QT0408'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 QT0408'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 QT0408'GOOD CONDITION.
 QT0408'
 QT0408'THE ORIGINAL 1951 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 QT0408'
 QT0408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 QT0408'NORTH AND 4.5 MILES WEST OF FAITH AND ON THE RIGHT OF WAY
 QT0408'OF STATE HIGHWAY 73.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0943 ***********************************************************************
 QS0943  DESIGNATION -  RIVER VIEW
 QS0943  PID         -  QS0943
 QS0943  STATE/COUNTY-  SD/CORSON
 QS0943  COUNTRY     -  US
 QS0943  USGS QUAD   -  BLACK HORSE BUTTE NW (2017)
 QS0943
 QS0943                         *CURRENT SURVEY CONTROL
 QS0943  ______________________________________________________________________
 QS0943* NAD 83(1996) POSITION- 45 41 37.31699(N) 101 55 59.99784(W)   ADJUSTED
 QS0943* NAVD 88 ORTHO HEIGHT -   692.6   (meters)     2272.    (feet) VERTCON3
 QS0943  ______________________________________________________________________
 QS0943  GEOID HEIGHT    -        -19.497 (meters)                     GEOID18
 QS0943  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 QS0943  HORZ ORDER      -  SECOND
 QS0943
 QS0943.The horizontal coordinates were established by classical geodetic methods
 QS0943.and adjusted by the National Geodetic Survey in January 1998.
 QS0943
 QS0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0943
 QS0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0943.GEOID18 height accuracy estimate available here.
 QS0943
 QS0943.Click photographs - Photos may exist for this station.
 QS0943
 QS0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0943
 QS0943. The following values were computed from the NAD 83(1996) position.
 QS0943
 QS0943;                    North         East     Units Scale Factor Converg.
 QS0943;SPC SD N     -   208,534.191   449,427.455   MT  1.00000202   -1 22 05.9
 QS0943;SPC SD N     -   684,165.92  1,474,496.58   sFT  1.00000202   -1 22 05.9
 QS0943;UTM  14      - 5,064,201.714   271,617.510   MT  1.00024130   -2 06 00.2
 QS0943;UTM  13      - 5,064,591.039   738,763.380   MT  1.00030093   +2 11 44.1
 QS0943
 QS0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0943!SPC SD N     -   0.99989448  x   1.00000202  =   0.99989650
 QS0943!UTM  14      -   0.99989448  x   1.00024130  =   1.00013575
 QS0943!UTM  13      -   0.99989448  x   1.00030093  =   1.00019538
 QS0943
 QS0943:                Primary Azimuth Mark                     Grid Az
 QS0943:SPC SD N     -  RIVER VIEW AZ MK                         051 04 03.2
 QS0943:UTM  14      -  RIVER VIEW AZ MK                         051 47 57.5
 QS0943:UTM  13      -  RIVER VIEW AZ MK                         047 30 13.2
 QS0943
 QS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7161764201(NAD 83)
 QS0943
 QS0943|---------------------------------------------------------------------|
 QS0943| PID    Reference Object                     Distance      Geod. Az  |
 QS0943|                                                           dddmmss.s |
 QS0943| CQ9337 RIVER VIEW AZ MK                                   0494157.3 |
 QS0943| CQ9338 RIVER VIEW RM 1                      11.384 METERS 12957     |
 QS0943| CQ9339 RIVER VIEW RM 2                       9.892 METERS 31032     |
 QS0943|---------------------------------------------------------------------|
 QS0943
 QS0943                          SUPERSEDED SURVEY CONTROL
 QS0943
 QS0943  NAD 83(1986)-  45 41 37.30837(N)    101 55 59.99554(W) AD(       ) 2
 QS0943  NAD 27      -  45 41 37.33700(N)    101 55 58.48600(W) AD(       ) 2
 QS0943  NGVD 29 (07/19/86)  692.2    (m)         2271.     (f) VERT ANG       
 QS0943
 QS0943.Superseded values are not recommended for survey control.
 QS0943
 QS0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0943.See file dsdata.pdf to determine how the superseded data were derived.
 QS0943
 QS0943_MARKER: DS = TRIANGULATION STATION DISK
 QS0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0943_STAMPING: RIVER VIEW 1951
 QS0943_MARK LOGO: CGS
 QS0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0943+STABILITY: SURFACE MOTION
 QS0943
 QS0943  HISTORY     - Date     Condition        Report By
 QS0943  HISTORY     - 1951     MONUMENTED       CGS
 QS0943  HISTORY     - 1966     GOOD             CGS
 QS0943
 QS0943                          STATION DESCRIPTION
 QS0943
 QS0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0943'THE STATION IS LOCATED ABOUT 17 MILES SOUTH AND 2 MILES EAST OF
 QS0943'THUNDER HAWK, 3-1/2 MILES EAST OF THE CORSON AND PERKINS
 QS0943'COUNTY LINE, AND 1 MILE SOUTH OF THE GRAND RIVER.
 QS0943'
 QS0943'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THUNDER HAWK,
 QS0943'GO SOUTH ON THE MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF
 QS0943'U.S. HIGHWAY 12.  TURN LEFT, EAST, AND GO ON THE HIGHWAY FOR
 QS0943'0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH,
 QS0943'AND FOLLOW THE MAIN GRAVELED ROAD FOR 7 MILES TO A CROSSROAD.
 QS0943'TURN LEFT, EAST, AND GO FOR 1 MILE.  TURN RIGHT, SOUTH, AND
 QS0943'FOLLOW THE MAIN ROAD FOR 3 MILES TO A CROSSROAD AT A SCHOOL
 QS0943'HOUSE.  TURN LEFT, EAST, AND GO FOR 1 MILE.  TURN RIGHT,
 QS0943'SOUTH, AND GO FOR 4 MILES.  JOG EAST FOR 0.3 MILE, TURN RIGHT,
 QS0943'SOUTH, AND FOLLOW THE MAIN DIRT ROAD FOR 1.45 MILES TO THE
 QS0943'GRAND RIVER, CROSS RIVER AND CONTINUE SOUTHERLY FOR 0.65
 QS0943'MILE TO A NORTH-SOUTH ROAD JUST SOUTH OF AN OLD WASHED OUT
 QS0943'BRIDGE.  TURN LEFT, SOUTH, WITH THE MAIN ROAD AND GO FOR 0.35
 QS0943'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QS0943'CONTINUE SOUTHERLY FOR 0.05 MILE TO A BRIDGE.  LEAVE ROAD
 QS0943'BEFORE CROSSING BRIDGE AND GO 0.1 MILE ON THE WEST SIDE
 QS0943'OF THE CREEK TO A WIRE GATE.  GO THROUGH GATE AND CONTINUE
 QS0943'WESTERLY ON THE SOUTH SIDE OF A FENCE LINE FOR 0.3 MILE.
 QS0943'THENCE LEFT, SOUTHWESTERLY ACROSS OPEN PASTURE LAND FOR
 QS0943'0.25 MILE TO THE HIGHEST POINT OF A LOW HILL AND THE
 QS0943'STATION.
 QS0943'
 QS0943'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0943'RIVER VIEW 1951.
 QS0943'
 QS0943'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND THE DISK IS
 QS0943'STAMPED RIVER VIEW NO 1 1951.
 QS0943'
 QS0943'REFERENCE MARK NO. 2 PROJECTS 7 INCHES, AND THE DISK IS
 QS0943'STAMPED RIVER VIEW NO 2 1951.
 QS0943'
 QS0943'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF THE MAIN
 QS0943'ROAD, 2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE
 QS0943'FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0943'RIVER VIEW 1951.
 QS0943'
 QS0943'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QS0943'CYLINDERS.
 QS0943
 QS0943                          STATION RECOVERY (1966)
 QS0943
 QS0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 QS0943'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 QS0943'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 QS0943'GOOD CONDITION.
 QS0943'
 QS0943'THE ORIGINAL 1951 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 QS0943'NOTE--LINE WILL HAVE TO BE CLEARED TO SEE THE STATION FROM THE
 QS0943'AZIMUTH MARK.
 QS0943'
 QS0943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17.0 MILES
 QS0943'SOUTH OF THUNDER HAWK, 3.5 MILES EAST OF THE CORSON-PERKINS
 QS0943'COUNTY LINE AND 1.0 MILE SOUTH OF THE GRAND RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0505 ***********************************************************************
 OQ0505  DESIGNATION -  RIVERSIDE
 OQ0505  PID         -  OQ0505
 OQ0505  STATE/COUNTY-  SD/HANSON
 OQ0505  COUNTRY     -  US
 OQ0505  USGS QUAD   -  RIVERSIDE (2017)
 OQ0505
 OQ0505                         *CURRENT SURVEY CONTROL
 OQ0505  ______________________________________________________________________
 OQ0505* NAD 83(1996) POSITION- 43 43 28.50691(N) 097 55 14.69707(W)   ADJUSTED
 OQ0505* NAVD 88 ORTHO HEIGHT -   396.041 (meters)     1299.34  (feet) ADJUSTED
 OQ0505  ______________________________________________________________________
 OQ0505  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 OQ0505  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 OQ0505  DYNAMIC HEIGHT  -        395.945 (meters)     1299.03  (feet) COMP
 OQ0505  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 OQ0505
 OQ0505  HORZ ORDER      -  SECOND
 OQ0505  VERT ORDER      -  FIRST     CLASS II
 OQ0505
 OQ0505.The horizontal coordinates were established by classical geodetic methods
 OQ0505.and adjusted by the National Geodetic Survey in January 1998.
 OQ0505
 OQ0505.The orthometric height was determined by differential leveling and
 OQ0505.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0505.in June 1991.
 OQ0505
 OQ0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0505.GEOID18 height accuracy estimate available here.
 OQ0505
 OQ0505.Click photographs - Photos may exist for this station.
 OQ0505
 OQ0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0505
 OQ0505.The dynamic height is computed by dividing the NAVD 88
 OQ0505.geopotential number by the normal gravity value computed on the
 OQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0505.degrees latitude (g = 980.6199 gals.).
 OQ0505
 OQ0505.The modeled gravity was interpolated from observed gravity values.
 OQ0505
 OQ0505. The following values were computed from the NAD 83(1996) position.
 OQ0505
 OQ0505;                    North         East     Units Scale Factor Converg.
 OQ0505;SPC SD S     -   157,379.212   794,351.949   MT  0.99990858   +1 39 51.6
 OQ0505;SPC SD S     -   516,334.96  2,606,136.35   sFT  0.99990858   +1 39 51.6
 OQ0505;UTM  14      - 4,841,849.788   586,927.469   MT  0.99969294   +0 44 45.7
 OQ0505
 OQ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0505!SPC SD S     -   0.99994199  x   0.99990858  =   0.99985058
 OQ0505!UTM  14      -   0.99994199  x   0.99969294  =   0.99963495
 OQ0505
 OQ0505:                Primary Azimuth Mark                     Grid Az
 OQ0505:SPC SD S     -  FULTON                                   088 37 26.9
 OQ0505:UTM  14      -  FULTON                                   089 32 32.8
 OQ0505
 OQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8692741849(NAD 83)
 OQ0505
 OQ0505|---------------------------------------------------------------------|
 OQ0505| PID    Reference Object                     Distance      Geod. Az  |
 OQ0505|                                                           dddmmss.s |
 OQ0505| OQ0500 FULTON                              APPROX.11.2 KM 0901718.5 |
 OQ0505| OQ0506 RIVERSIDE RM                         22.882 METERS 35829     |
 OQ0505|---------------------------------------------------------------------|
 OQ0505
 OQ0505                          SUPERSEDED SURVEY CONTROL
 OQ0505
 OQ0505  NAD 83(1995)-  43 43 28.52116(N)    097 55 14.67546(W) AD(       ) 2
 OQ0505  NAD 83(1986)-  43 43 28.52480(N)    097 55 14.67531(W) AD(       ) 2
 OQ0505  NAD 27      -  43 43 28.58700(N)    097 55 13.40600(W) AD(       ) 2
 OQ0505  NGVD 29 (??/??/92)  395.752  (m)         1298.40   (f) ADJ UNCH    1 2
 OQ0505  NGVD 29             395.75   (m)         1298.4    (f) LEVELING    3  
 OQ0505
 OQ0505.Superseded values are not recommended for survey control.
 OQ0505
 OQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0505.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0505
 OQ0505_MARKER: DS = TRIANGULATION STATION DISK
 OQ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0505_STAMPING: RIVERSIDE 1924
 OQ0505_MARK LOGO: CGS
 OQ0505_PROJECTION: RECESSED 46 CENTIMETERS
 OQ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0505+STABILITY: SURFACE MOTION
 OQ0505
 OQ0505  HISTORY     - Date     Condition        Report By
 OQ0505  HISTORY     - 1924     MONUMENTED       CGS
 OQ0505  HISTORY     - 1924     GOOD             CGS
 OQ0505  HISTORY     - 1935     GOOD             CGS
 OQ0505  HISTORY     - 1935     GOOD             CGS
 OQ0505  HISTORY     - 1951     GOOD             CGS
 OQ0505  HISTORY     - 1971     GOOD             USGS
 OQ0505
 OQ0505                          STATION DESCRIPTION
 OQ0505
 OQ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0505'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO ST. PAUL
 OQ0505'MINNEAPOLIS AND OMAHA RAILWAY ABOUT 1-1/3 MILES E OF THE VILLAGE OF
 OQ0505'RIVERSIDE, AND ABOUT 600 YARDS E OF THE FIRST SECTION-LINE ROAD
 OQ0505'E OF THE VILLAGE OF RIVERSIDE.  THE STATION IS ABOUT 19 FEET N
 OQ0505'OF THE N RAIL, ABOUT 3 FEET BELOW TRACK LEVEL AND ABOUT 72 YARDS
 OQ0505'W OF CULVERT NO. P-259.  THE REFERENCE MARK IS OPPOSITE THE
 OQ0505'STATION JUST INSIDE THE FENCE MARKING NORTHERN LIMITS OF THE
 OQ0505'RIGHT-OF-WAY.
 OQ0505'
 OQ0505'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OQ0505'CONCRETE.
 OQ0505'
 OQ0505'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.7 METERS.
 OQ0505
 OQ0505                          STATION RECOVERY (1924)
 OQ0505
 OQ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OQ0505'1.3 MI E FROM RIVERSIDE.
 OQ0505'ABOUT 1-1/3 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0505'AND OMAHA RAILWAY FROM RIVERSIDE, HANSON COUNTY, ABOUT 1/3
 OQ0505'MILE EAST OF THE CROSSING OF THE FIRST SECTION-LINE ROAD EAST
 OQ0505'OF THE TOWN, ABOUT 204 FEET WEST OF CULVERT P 259, 22.5 FEET
 OQ0505'NORTH OF THE CENTER LINE OF THE TRACK, ABOUT 77 FEET SOUTH
 OQ0505'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 OQ0505'A STANDARD TRIANGULATION-STATION DISK, STAMPED RIVERSIDE 1924
 OQ0505'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 OQ0505'ABOVE GROUND.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0505'OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0505
 OQ0505                          STATION RECOVERY (1935)
 OQ0505
 OQ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0505'STATION RECOVERED JUNE 6, 1935 AND FOUND TO BE IN GOOD CONDITION.
 OQ0505'THE DESCRIPTION OF STATION MARK IS ESSENTIALLY CORRECT EXCEPT
 OQ0505'THAT I WOULD SUBSTITUTE 204 FEET W OF CULVERT P-259 FOR ABOUT
 OQ0505'72 YARDS W OF CULVERT P-259 AND 22.5 FEET N OF CENTER LINE OF
 OQ0505'TRACK FOR ABOUT 19 FEET N OF N RAIL.  ALSO, THE STATION IS 77
 OQ0505'FEET S OF N RIGHT-OF-WAY FENCE AND IS AT TRACK MILEAGE 124.15.
 OQ0505'MARK PROJECTS ABOUT 1 INCH ABOVE GROUND.  REFERENCE MARK IS 98
 OQ0505'FEET N OF CENTER LINE OF TRACK, 1 FOOT S OF N RIGHT-OF-WAY
 OQ0505'FENCE, AND 75.07 FEET N OF STATION.  MARK WAS BURIED ABOUT 18
 OQ0505'INCHES BY DRIFTED SOIL.
 OQ0505
 OQ0505                          STATION RECOVERY (1935)
 OQ0505
 OQ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0505'RECOVERED IN GOOD CONDITION.
 OQ0505
 OQ0505                          STATION RECOVERY (1951)
 OQ0505
 OQ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 OQ0505'STATION MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD
 OQ0505'CONDITION, THE REFERENCE MARK WAS FOUND ABOUT 1 FOOT BELOW
 OQ0505'SURFACE OF THE GROUND IN GOOD CONDITION, THE GENERAL LOCATION
 OQ0505'OF THE MARKS ARE AS PREVIOUSLY DESCRIBED.
 OQ0505
 OQ0505                          STATION RECOVERY (1971)
 OQ0505
 OQ0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLW)
 OQ0505'STA. AND REFERENCE MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 OQ0505'
 OQ0505'STATION WAS NOT OCCUPIED.
 OQ0505'
 OQ0505'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2271 ***********************************************************************
 PU2271  DESIGNATION -  RIVERSIDE
 PU2271  PID         -  PU2271
 PU2271  STATE/COUNTY-  SD/BUTTE
 PU2271  COUNTRY     -  US
 PU2271  USGS QUAD   -  NEWELL (2017)
 PU2271
 PU2271                         *CURRENT SURVEY CONTROL
 PU2271  ______________________________________________________________________
 PU2271* NAD 83(1996) POSITION- 44 40 37.08101(N) 103 28 08.94609(W)   ADJUSTED
 PU2271* NAVD 88 ORTHO HEIGHT -   882.    (meters)     2894.    (feet) SCALED
 PU2271  ______________________________________________________________________
 PU2271  GEOID HEIGHT    -        -16.224 (meters)                     GEOID18
 PU2271  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 PU2271  HORZ ORDER      -  SECOND
 PU2271
 PU2271.The horizontal coordinates were established by classical geodetic methods
 PU2271.and adjusted by the National Geodetic Survey in January 1998.
 PU2271
 PU2271.The orthometric height was scaled from a topographic map.
 PU2271
 PU2271.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2271.GEOID18 height accuracy estimate available here.
 PU2271
 PU2271.Click photographs - Photos may exist for this station.
 PU2271
 PU2271.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2271
 PU2271. The following values were computed from the NAD 83(1996) position.
 PU2271
 PU2271;                    North         East     Units Scale Factor Converg.
 PU2271;SPC SD N     -    99,638.747   325,030.851   MT  0.99996032   -2 27 18.9
 PU2271;SPC SD N     -   326,898.12  1,066,372.05   sFT  0.99996032   -2 27 18.9
 PU2271;UTM  13      - 4,948,206.330   621,330.478   MT  0.99978103   +1 04 35.3
 PU2271
 PU2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2271!SPC SD N     -   0.99986420  x   0.99996032  =   0.99982452
 PU2271!UTM  13      -   0.99986420  x   0.99978103  =   0.99964526
 PU2271
 PU2271:                Primary Azimuth Mark                     Grid Az
 PU2271:SPC SD N     -  RIVERSIDE AZ MK                          090 13 42.0
 PU2271:UTM  13      -  RIVERSIDE AZ MK                          086 41 47.8
 PU2271
 PU2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2133048206(NAD 83)
 PU2271
 PU2271|---------------------------------------------------------------------|
 PU2271| PID    Reference Object                     Distance      Geod. Az  |
 PU2271|                                                           dddmmss.s |
 PU2271| PU2272 NEWELL MUNICIPAL TANK               APPROX. 5.4 KM 0371445.8 |
 PU2271| PU1363 RIVERSIDE AZ MK                     APPROX. 0.6 KM 0874623.1 |
 PU2271| CQ4792 RIVERSIDE RM 1                       12.887 METERS 10603     |
 PU2271| CQ4793 RIVERSIDE RM 2                       15.603 METERS 21826     |
 PU2271| PU2358 NISLAND MUNICIPAL TANK              APPROX. 6.5 KM 2684530.6 |
 PU2271|---------------------------------------------------------------------|
 PU2271
 PU2271                          SUPERSEDED SURVEY CONTROL
 PU2271
 PU2271  NAD 83(1993)-  44 40 37.07471(N)    103 28 08.94638(W) AD(       ) 2
 PU2271  NAD 83(1986)-  44 40 37.07049(N)    103 28 08.94237(W) AD(       ) 2
 PU2271  NAD 27      -  44 40 37.12160(N)    103 28 07.25880(W) AD(       ) 2
 PU2271
 PU2271.Superseded values are not recommended for survey control.
 PU2271
 PU2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2271.See file dsdata.pdf to determine how the superseded data were derived.
 PU2271
 PU2271_MARKER: DS = TRIANGULATION STATION DISK
 PU2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2271_STAMPING: RIVERSIDE 1950
 PU2271_MARK LOGO: CGS
 PU2271_PROJECTION: FLUSH
 PU2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2271+STABILITY: SURFACE MOTION
 PU2271
 PU2271  HISTORY     - Date     Condition        Report By
 PU2271  HISTORY     - 1950     MONUMENTED       CGS
 PU2271  HISTORY     - 1951     SEE DESCRIPTION  CGS
 PU2271
 PU2271                          STATION DESCRIPTION
 PU2271
 PU2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2271'THE STATION IS ABOUT 4 MILES EAST OF NISLAND, 3 MILES SOUTH AND
 PU2271'2 MILES WEST OF NEWELL, 56.32 FEET NORTH OF THE NORTHEAST CORNER
 PU2271'OF THE RIVERSIDE SCHOOL, 42 FEET SOUTH OF THE CENTER OF U.S.
 PU2271'HIGHWAY 212, AND 6 FEET SOUTH OF A WITNESS POST.
 PU2271'
 PU2271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2271'STATE HIGHWAY 79 2.8 MILES SOUTH OF NEWELL, GO WEST ON U.S.
 PU2271'HIGHWAY 212 FOR 1.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 PU2271'DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO THE RIVERSIDE
 PU2271'PUBLIC SCHOOL ON THE LEFT AND THE STATION AS DESCRIBED.
 PU2271'
 PU2271'THE STATION IS SET FLUSH WITH THE GROUND, AND THE DISK IS
 PU2271'STAMPED RIVERSIDE 1950.
 PU2271'
 PU2271'REFERENCE MARK NO. 1 IS 41 FEET WEST OF A FENCE CORNER.  THE MARK
 PU2271'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED RIVERSIDE NO 1
 PU2271'1950
 PU2271'
 PU2271'REFERENCE MARK NO. 2 IS 17.7 FEET NORTH OF THE NORTHWEST CORNER
 PU2271'OF THE SCHOOL HOUSE, AND 3 FEET NORTHEAST OF A POWER POLE.  THE
 PU2271'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED RIVERSIDE
 PU2271'NO 2 1950.
 PU2271'
 PU2271'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3
 PU2271'FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 PU2271'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED RIVERSIDE
 PU2271'1950.
 PU2271'
 PU2271'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF A 12-INCH CONCRETE
 PU2271'CYLINDERS.
 PU2271'
 PU2271'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2271
 PU2271                          STATION RECOVERY (1951)
 PU2271
 PU2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2271'AS REQUESTED BY THE SOUTH DAKOTA STATE HIGHWAY DEPARTMENT THE
 PU2271'STATION AND THE REFERENCE MARKS WERE DESTROYED.  AS IT WAS NOT
 PU2271'NECESSARY TO DESTROY THE AZIMUTH MARK, IT WAS ESTABLISHED AS SUCH
 PU2271'FOR THE NEW STATION RIVERSIDE 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1354 ***********************************************************************
 PU1354  DESIGNATION -  RIVERSIDE 2
 PU1354  PID         -  PU1354
 PU1354  STATE/COUNTY-  SD/BUTTE
 PU1354  COUNTRY     -  US
 PU1354  USGS QUAD   -  NEWELL (2017)
 PU1354
 PU1354                         *CURRENT SURVEY CONTROL
 PU1354  ______________________________________________________________________
 PU1354* NAD 83(1996) POSITION- 44 40 35.42052(N) 103 28 07.93178(W)   ADJUSTED
 PU1354* NAVD 88 ORTHO HEIGHT -   884.331 (meters)     2901.34  (feet) ADJUSTED
 PU1354  ______________________________________________________________________
 PU1354  GEOID HEIGHT    -        -16.224 (meters)                     GEOID18
 PU1354  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 PU1354  DYNAMIC HEIGHT  -        884.104 (meters)     2900.60  (feet) COMP
 PU1354  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 PU1354
 PU1354  HORZ ORDER      -  SECOND
 PU1354  VERT ORDER      -  FIRST     CLASS II
 PU1354
 PU1354.The horizontal coordinates were established by classical geodetic methods
 PU1354.and adjusted by the National Geodetic Survey in January 1998.
 PU1354
 PU1354.The orthometric height was determined by differential leveling and
 PU1354.adjusted by the NATIONAL GEODETIC SURVEY
 PU1354.in July 1998.
 PU1354
 PU1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1354.GEOID18 height accuracy estimate available here.
 PU1354
 PU1354.Click photographs - Photos may exist for this station.
 PU1354
 PU1354.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1354
 PU1354.The dynamic height is computed by dividing the NAVD 88
 PU1354.geopotential number by the normal gravity value computed on the
 PU1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1354.degrees latitude (g = 980.6199 gals.).
 PU1354
 PU1354.The modeled gravity was interpolated from observed gravity values.
 PU1354
 PU1354. The following values were computed from the NAD 83(1996) position.
 PU1354
 PU1354;                    North         East     Units Scale Factor Converg.
 PU1354;SPC SD N     -    99,586.583   325,050.973   MT  0.99996037   -2 27 18.2
 PU1354;SPC SD N     -   326,726.98  1,066,438.07   sFT  0.99996037   -2 27 18.2
 PU1354;UTM  13      - 4,948,155.514   621,353.772   MT  0.99978110   +1 04 36.0
 PU1354
 PU1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1354!SPC SD N     -   0.99986391  x   0.99996037  =   0.99982428
 PU1354!UTM  13      -   0.99986391  x   0.99978110  =   0.99964504
 PU1354
 PU1354:                Primary Azimuth Mark                     Grid Az
 PU1354:SPC SD N     -  RIVERSIDE AZ MK                          085 26 30.6
 PU1354:UTM  13      -  RIVERSIDE AZ MK                          081 54 36.4
 PU1354
 PU1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2135348155(NAD 83)
 PU1354
 PU1354|---------------------------------------------------------------------|
 PU1354| PID    Reference Object                     Distance      Geod. Az  |
 PU1354|                                                           dddmmss.s |
 PU1354| PU2272 NEWELL MUNICIPAL TANK               APPROX. 5.4 KM 0364352.7 |
 PU1354| PU1363 RIVERSIDE AZ MK                     APPROX. 0.6 KM 0825912.4 |
 PU1354| PU1353 RIVERSIDE 2 RM 1                     11.497 METERS 22352     |
 PU1354| PU2358 NISLAND MUNICIPAL TANK              APPROX. 6.5 KM 2691250.5 |
 PU1354| PU2271 RIVERSIDE                            55.913 METERS 33627     |
 PU1354| PU1355 RIVERSIDE 2 RM 2                     11.165 METERS 35543     |
 PU1354|---------------------------------------------------------------------|
 PU1354
 PU1354                          SUPERSEDED SURVEY CONTROL
 PU1354
 PU1354  NAD 83(1993)-  44 40 35.41422(N)    103 28 07.93208(W) AD(       ) 2
 PU1354  NAD 83(1986)-  44 40 35.40997(N)    103 28 07.92804(W) AD(       ) 2
 PU1354  NAD 27      -  44 40 35.46110(N)    103 28 06.24460(W) AD(       ) 2
 PU1354  NAVD 88 (06/15/91)  884.293  (m)         2901.22   (f) SUPERSEDED  1 2
 PU1354  NGVD 29 (??/??/92)  883.815  (m)         2899.65   (f) ADJ UNCH    1 2
 PU1354  NGVD 29             883.82   (m)         2899.7    (f) LEVELING    3  
 PU1354
 PU1354.Superseded values are not recommended for survey control.
 PU1354
 PU1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1354.See file dsdata.pdf to determine how the superseded data were derived.
 PU1354
 PU1354_MARKER: DS = TRIANGULATION STATION DISK
 PU1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1354_STAMPING: RIVERSIDE 2 1951
 PU1354_MARK LOGO: CGS
 PU1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1354+STABILITY: SURFACE MOTION
 PU1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1354+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1354
 PU1354  HISTORY     - Date     Condition        Report By
 PU1354  HISTORY     - 1951     MONUMENTED       CGS
 PU1354  HISTORY     - 1962     GOOD             CGS
 PU1354  HISTORY     - 1962     GOOD             CGS
 PU1354  HISTORY     - 1963     GOOD             CGS
 PU1354  HISTORY     - 19951116 GOOD             NGS
 PU1354
 PU1354                          STATION DESCRIPTION
 PU1354
 PU1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU1354'STATION IS LOCATED ABOUT 3 MILES SOUTH AND 2 MILES WEST OF
 PU1354'NEWELL, ON THE GROUNDS OF THE RIVERSIDE SCHOOL.  IT IS 28 FEET
 PU1354'NORTH OF A FENCE CORNER AND 87 FEET SOUTHEAST OF THE SOUTHEAST
 PU1354'CORNER OF THE SCHOOL BUILDING.
 PU1354'
 PU1354'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL.  GO SOUTH ON
 PU1354'U.S. HIGHWAY 212 AND STATE HIGHWAY 79 FOR 3.7 MILES TO THEIR
 PU1354'JUNCTION.  TURN RIGHT AND GO WEST ON HIGHWAY 212 FOR 1.65 MILES
 PU1354'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY
 PU1354'FOR 0.35 MILE TO THE STATION AND THE SCHOOLHOUSE ON THE LEFT.
 PU1354'
 PU1354'STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED RIVERSIDE
 PU1354'2 1951.
 PU1354'
 PU1354'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 PU1354'3 INCHES AND THE DISK IS STAMPED RIVERSIDE 2 NO 1 1951.
 PU1354'
 PU1354'REFERENCE MARK NO. 2 IS 9 FEET WEST OF A FENCE.  THE MARK
 PU1354'PROJECTS 2 INCHES AND THE DISK IS STAMPED RIVERSIDE 2 NO 2 1951.
 PU1354'
 PU1354'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 PU1354'4 FEET WEST OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 PU1354'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RIVERSIDE 1950.
 PU1354
 PU1354                          STATION RECOVERY (1962)
 PU1354
 PU1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1354'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK
 PU1354'2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 PU1354'DESCRIPTION FOLLOWS BELOW.
 PU1354'
 PU1354'THE STATION IS 3 MILES SOUTH AND 2 MILES WEST OF NEWELL, 4 MILES
 PU1354'EAST OF NISLAND, ON THE SOUTH SIDE OF U.S. HIGHWAY 212, ON THE
 PU1354'PROPERTY OF THE RIVERSIDE SCHOOL, ON THE TOP OF THE HIGH GROUND
 PU1354'LYING ALONG THE NORTH SIDE OF THE BELLE FOURCHE RIVER, 0.25
 PU1354'MILE EAST OF THE CONFLUENCE OF THE BELLE FOURCHE RIVER AND OWL
 PU1354'CREEK AND IN THE NORTHEAST 1/4 OF SECTION 11, T 8 N, R 5 E.
 PU1354'
 PU1354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU1354'STATE HIGHWAY 79 (2.7 MILES SOUTH-SOUTHWEST OF NEWELL) DRIVE
 PU1354'WEST ON U.S. HIGHWAY 212 FOR 1.5 MILES TO A FARM ENTRANCE ROAD ON
 PU1354'THE RIGHT AND THE AZIMUTH MARK.  CONTINUE WEST ON THE HIGHWAY FOR
 PU1354'0.3 MILE TO THE TOP OF A BLUFF, A SCHOOL HOUSE AND THE STATION ON
 PU1354'THE LEFT.  TURN LEFT, PASS THROUGH A WIRE GATE AND DRIVE SOUTH
 PU1354'FOR 133 FEET TO THE STATION.
 PU1354'
 PU1354'THE STATION MARK, A STANDARD DISK STAMPED RIVERSIDE 2 1951, IS
 PU1354'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1354'DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 87.0 FEET
 PU1354'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING.
 PU1354'
 PU1354'REFERENCE MARK 1, A STANDARD DISK STAMPED RIVERSIDE 2 NO 1 1951,
 PU1354'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1354'IN DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.
 PU1354'
 PU1354'REFERENCE MARK 2, A STANDARD DISK STAMPED RIVERSIDE 2 NO 2 1951,
 PU1354'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1354'IN DIAMETER, FLUSH WITH THE SURFACE OF THE GROUND.
 PU1354'
 PU1354'THE AZIMUTH MARK, A STANDARD DISK STAMPED RIVERSIDE 1950, IS
 PU1354'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1354'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1354'IT IS 102.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 212, 32.5
 PU1354'FEET WEST OF A TELEPHONE POLE WITH WHITE PAINTED CROSSES ON
 PU1354'ITS EAST AND WEST SIDES, 27.0 FEET NORTH OF THE NORTH HIGHWAY
 PU1354'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST WITH SIGN, 27.0
 PU1354'FEET NORTH OF THE EAST END OF A METAL GATE AND 11.0 FEET EAST
 PU1354'OF THE CENTER OF A FARM ENTRANCE ROAD.
 PU1354
 PU1354                          STATION RECOVERY (1962)
 PU1354
 PU1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1354'4.3 MI SW FROM NEWELL.
 PU1354'4.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST LUTHERAN
 PU1354'CHURCH AT NEWELL, ABOUT 0.4 MILE EAST OF A 155 FOOT BRIDGE OVER
 PU1354'OWL CREEK, AT THE OLD RIVERSIDE SCHOOL, 206.5 FEET SOUTH OF THE
 PU1354'CENTERLINE OF THE HIGHWAY, 84.7 FEET SOUTHEAST OF A 4 INCH
 PU1354'STEEL PIPE IN AN OLD WELL, 87 FEET EAST OF THE SOUTHEAST CORNER
 PU1354'OF THE SCHOOL BUILDING, 10 FEET ABOVE THE HIGHWAY, A POST
 PU1354'PROJECTING ABOUT 1 INCH.
 PU1354
 PU1354                          STATION RECOVERY (1963)
 PU1354
 PU1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1354'RECOVERED IN GOOD CONDITION.
 PU1354
 PU1354                          STATION RECOVERY (1995)
 PU1354
 PU1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1354'7.9 KM (4.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1354'STATE HIGHWAY 75 IN NEWELL, ON THE HIGHEST POINT OF A HILL, 482.0 M
 PU1354'(1581.4 FT) EAST OF MILEPOST 34, 62.8 M (206.0 FT) SOUTH OF THE
 PU1354'HIGHWAY CENTERLINE, 25.8 M (84.6 FT) SOUTHEAST OF A WELL HEAD, 11.4 M
 PU1354'(37.4 FT) EAST OF REFERENCE MARK 1, 11.2 M (36.7 FT) SOUTH OF
 PU1354'REFERENCE MARK 2, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 PU1354'THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1353 ***********************************************************************
 PU1353  DESIGNATION -  RIVERSIDE 2 RM 1
 PU1353  PID         -  PU1353
 PU1353  STATE/COUNTY-  SD/BUTTE
 PU1353  COUNTRY     -  US
 PU1353  USGS QUAD   -  NEWELL (2017)
 PU1353
 PU1353                         *CURRENT SURVEY CONTROL
 PU1353  ______________________________________________________________________
 PU1353* NAD 83(1986) POSITION- 44 40 35.15   (N) 103 28 08.29   (W)   HD_HELD1
 PU1353* NAVD 88 ORTHO HEIGHT -   884.080 (meters)     2900.52  (feet) ADJUSTED
 PU1353  ______________________________________________________________________
 PU1353  GEOID HEIGHT    -        -16.224 (meters)                     GEOID18
 PU1353  DYNAMIC HEIGHT  -        883.853 (meters)     2899.77  (feet) COMP
 PU1353  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 PU1353
 PU1353  VERT ORDER      -  FIRST     CLASS II
 PU1353
 PU1353.The horizontal coordinates were determined by differentially corrected
 PU1353.hand held GPS observations or other comparable positioning techniques
 PU1353.and have an estimated accuracy of +/- 3 meters.
 PU1353
 PU1353.The orthometric height was determined by differential leveling and
 PU1353.adjusted by the NATIONAL GEODETIC SURVEY
 PU1353.in July 1998.
 PU1353
 PU1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1353.GEOID18 height accuracy estimate available here.
 PU1353
 PU1353.Click photographs - Photos may exist for this station.
 PU1353
 PU1353.The dynamic height is computed by dividing the NAVD 88
 PU1353.geopotential number by the normal gravity value computed on the
 PU1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1353.degrees latitude (g = 980.6199 gals.).
 PU1353
 PU1353.The modeled gravity was interpolated from observed gravity values.
 PU1353
 PU1353;                    North         East    Units  Estimated Accuracy
 PU1353;SPC SD N     -    99,578.6     325,042.7     MT  (+/- 3 meters HH1 GPS) 
 PU1353
 PU1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2134648147(NAD 83)
 PU1353
 PU1353                          SUPERSEDED SURVEY CONTROL
 PU1353
 PU1353  NAVD 88 (06/15/91)  884.057  (m)         2900.44   (f) SUPERSEDED  1 2
 PU1353  NGVD 29 (??/??/92)  883.579  (m)         2898.88   (f) ADJ UNCH    1 2
 PU1353
 PU1353.Superseded values are not recommended for survey control.
 PU1353
 PU1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1353.See file dsdata.pdf to determine how the superseded data were derived.
 PU1353
 PU1353_MARKER: DR = REFERENCE MARK DISK
 PU1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1353_STAMPING: RIVERSIDE 2 NO 1 1951
 PU1353_MARK LOGO: CGS
 PU1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1353+STABILITY: SURFACE MOTION
 PU1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1353+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1353
 PU1353  HISTORY     - Date     Condition        Report By
 PU1353  HISTORY     - 1951     MONUMENTED       CGS
 PU1353  HISTORY     - 1962     GOOD             CGS
 PU1353  HISTORY     - 1963     GOOD             CGS
 PU1353  HISTORY     - 19951116 GOOD             NGS
 PU1353
 PU1353                          STATION DESCRIPTION
 PU1353
 PU1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1353'4.3 MI SW FROM NEWELL.
 PU1353'4.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST
 PU1353'LUTHERAN CHURCH AT NEWELL, ABOUT 0.4 MILE EAST OF A 155 FOOT
 PU1353'BRIDGE OVER OWL CREEK, AT THE OLD RIVERSIDE SCHOOL.  237.5
 PU1353'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 95.7 FEET SOUTH
 PU1353'OF A 4 INCH STEEL PIPE IN A OLD WELL, 83.5 FEET SOUTHEAST OF THE
 PU1353'SOUTHEAST CORNER OF THE OLD SCHOOL BUILDING, 37.7 FEET SOUTHWEST
 PU1353'OF THE STATION MARK, ABOUT 9 FEET ABOVE THE HIGHWAY AND A
 PU1353'CONCRETE POST PROJECTING ABOUT 1 INCH.
 PU1353
 PU1353                          STATION RECOVERY (1963)
 PU1353
 PU1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1353'RECOVERED IN GOOD CONDITION.
 PU1353
 PU1353                          STATION RECOVERY (1995)
 PU1353
 PU1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1353'7.9 KM (4.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1353'STATE HIGHWAY 75 IN NEWELL, ON THE HIGHEST POINT OF A HILL, 482.0 M
 PU1353'(1581.4 FT) EAST OF MILEPOST 34, 72.2 M (236.9 FT) SOUTH OF THE
 PU1353'HIGHWAY CENTERLINE, 29.2 M (95.8 FT) SOUTH OF A WELL HEAD, 11.4 M
 PU1353'(37.4 FT) SOUTHWEST OF TRIANGULATION STATION RIVERSIDE 2, 3.0 M (9.8
 PU1353'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.02 M
 PU1353'(0.07 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1355 ***********************************************************************
 PU1355  DESIGNATION -  RIVERSIDE 2 RM 2
 PU1355  PID         -  PU1355
 PU1355  STATE/COUNTY-  SD/BUTTE
 PU1355  COUNTRY     -  US
 PU1355  USGS QUAD   -  NEWELL (2017)
 PU1355
 PU1355                         *CURRENT SURVEY CONTROL
 PU1355  ______________________________________________________________________
 PU1355* NAD 83(1986) POSITION- 44 40 35.78   (N) 103 28 07.97   (W)   HD_HELD1
 PU1355* NAVD 88 ORTHO HEIGHT -   884.267 (meters)     2901.13  (feet) ADJUSTED
 PU1355  ______________________________________________________________________
 PU1355  GEOID HEIGHT    -        -16.224 (meters)                     GEOID18
 PU1355  DYNAMIC HEIGHT  -        884.039 (meters)     2900.38  (feet) COMP
 PU1355  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 PU1355
 PU1355  VERT ORDER      -  FIRST     CLASS II
 PU1355
 PU1355.The horizontal coordinates were determined by differentially corrected
 PU1355.hand held GPS observations or other comparable positioning techniques
 PU1355.and have an estimated accuracy of +/- 3 meters.
 PU1355
 PU1355.The orthometric height was determined by differential leveling and
 PU1355.adjusted by the NATIONAL GEODETIC SURVEY
 PU1355.in July 1998.
 PU1355
 PU1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1355.GEOID18 height accuracy estimate available here.
 PU1355
 PU1355.Click photographs - Photos may exist for this station.
 PU1355
 PU1355.The dynamic height is computed by dividing the NAVD 88
 PU1355.geopotential number by the normal gravity value computed on the
 PU1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1355.degrees latitude (g = 980.6199 gals.).
 PU1355
 PU1355.The modeled gravity was interpolated from observed gravity values.
 PU1355
 PU1355;                    North         East    Units  Estimated Accuracy
 PU1355;SPC SD N     -    99,597.7     325,050.6     MT  (+/- 3 meters HH1 GPS) 
 PU1355
 PU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2135248166(NAD 83)
 PU1355
 PU1355                          SUPERSEDED SURVEY CONTROL
 PU1355
 PU1355  NAVD 88 (06/15/91)  884.224  (m)         2900.99   (f) SUPERSEDED  1 2
 PU1355  NGVD 29 (??/??/92)  883.746  (m)         2899.42   (f) ADJ UNCH    1 2
 PU1355
 PU1355.Superseded values are not recommended for survey control.
 PU1355
 PU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1355.See file dsdata.pdf to determine how the superseded data were derived.
 PU1355
 PU1355_MARKER: DR = REFERENCE MARK DISK
 PU1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1355_STAMPING: RIVERSIDE 2 NO 2 1951
 PU1355_MARK LOGO: CGS
 PU1355_PROJECTION: FLUSH
 PU1355_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1355+STABILITY: SURFACE MOTION
 PU1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1355+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1355
 PU1355  HISTORY     - Date     Condition        Report By
 PU1355  HISTORY     - 1951     MONUMENTED       CGS
 PU1355  HISTORY     - 1962     GOOD             CGS
 PU1355  HISTORY     - 1963     GOOD             CGS
 PU1355  HISTORY     - 19951116 GOOD             NGS
 PU1355
 PU1355                          STATION DESCRIPTION
 PU1355
 PU1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1355'4.3 MI SW FROM NEWELL.
 PU1355'4.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST LUTHERAN
 PU1355'CHURCH AT NEWELL, ABOUT 0.4 MILE EAST OF A 155 FOOT BRIDGE OVER
 PU1355'OWL CREEK, AT THE OLD RIVERSIDE SCHOOL, 170 FEET SOUTH OF THE
 PU1355'CENTERLINE OF THE HIGHWAY, 36.6 FEET NORTH OF THE STATION BM,
 PU1355'59.6 FEET SOUTHEAST OF A 4 INCH STEEL PIPE IN AN OLD WELL, 75.8
 PU1355'FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 10
 PU1355'FEET ABOVE THE HIGHWAY AND A POST FLUSH WITH THE GROUND.
 PU1355
 PU1355                          STATION RECOVERY (1963)
 PU1355
 PU1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1355'RECOVERED IN GOOD CONDITION.
 PU1355
 PU1355                          STATION RECOVERY (1995)
 PU1355
 PU1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1355'7.9 KM (4.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1355'STATE HIGHWAY 75 IN NEWELL, ON THE HIGHEST POINT OF A HILL, 482.0 M
 PU1355'(1581.4 FT) EAST OF MILEPOST 34, 51.8 M (169.9 FT) SOUTH OF THE
 PU1355'HIGHWAY CENTERLINE, 18.0 M (59.1 FT) SOUTHEAST OF A WELL HEAD, 11.2 M
 PU1355'(36.7 FT) NORTH OF TRIANGULATION STATION RIVERSIDE 2, 3.0 M (9.8 FT)
 PU1355'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.02 M (0.07
 PU1355'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1363 ***********************************************************************
 PU1363  DESIGNATION -  RIVERSIDE AZ MK
 PU1363  PID         -  PU1363
 PU1363  STATE/COUNTY-  SD/BUTTE
 PU1363  COUNTRY     -  US
 PU1363  USGS QUAD   -  NEWELL (2017)
 PU1363
 PU1363                         *CURRENT SURVEY CONTROL
 PU1363  ______________________________________________________________________
 PU1363* NAD 83(1996) POSITION- 44 40 37.88858(N) 103 27 39.80257(W)   ADJUSTED
 PU1363* NAVD 88 ORTHO HEIGHT -   872.717 (meters)     2863.24  (feet) ADJUSTED
 PU1363  ______________________________________________________________________
 PU1363  GEOID HEIGHT    -        -16.243 (meters)                     GEOID18
 PU1363  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 PU1363  DYNAMIC HEIGHT  -        872.492 (meters)     2862.50  (feet) COMP
 PU1363  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 PU1363
 PU1363  HORZ ORDER      -  THIRD
 PU1363  VERT ORDER      -  FIRST     CLASS II
 PU1363
 PU1363.The horizontal coordinates were established by classical geodetic methods
 PU1363.and adjusted by the National Geodetic Survey in January 1998.
 PU1363
 PU1363.The orthometric height was determined by differential leveling and
 PU1363.adjusted by the NATIONAL GEODETIC SURVEY
 PU1363.in July 1998.
 PU1363
 PU1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1363.GEOID18 height accuracy estimate available here.
 PU1363
 PU1363.Click photographs - Photos may exist for this station.
 PU1363
 PU1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1363
 PU1363.The dynamic height is computed by dividing the NAVD 88
 PU1363.geopotential number by the normal gravity value computed on the
 PU1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1363.degrees latitude (g = 980.6199 gals.).
 PU1363
 PU1363.The modeled gravity was interpolated from observed gravity values.
 PU1363
 PU1363. The following values were computed from the NAD 83(1996) position.
 PU1363
 PU1363;                    North         East     Units Scale Factor Converg.
 PU1363;SPC SD N     -    99,636.187   325,673.177   MT  0.99996030   -2 26 58.3
 PU1363;SPC SD N     -   326,889.72  1,068,479.41   sFT  0.99996030   -2 26 58.3
 PU1363;UTM  13      - 4,948,243.337   621,971.629   MT  0.99978295   +1 04 55.9
 PU1363
 PU1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1363!SPC SD N     -   0.99986573  x   0.99996030  =   0.99982603
 PU1363!UTM  13      -   0.99986573  x   0.99978295  =   0.99964871
 PU1363
 PU1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2197148243(NAD 83)
 PU1363
 PU1363                          SUPERSEDED SURVEY CONTROL
 PU1363
 PU1363  NAD 83(1993)-  44 40 37.88226(N)    103 27 39.80284(W) AD(       ) 3
 PU1363  NAD 83(1986)-  44 40 37.87808(N)    103 27 39.79823(W) AD(       ) 3
 PU1363  NAD 27      -  44 40 37.92900(N)    103 27 38.11800(W) AD(       ) 3
 PU1363  NAVD 88 (06/15/91)  872.688  (m)         2863.14   (f) SUPERSEDED  1 2
 PU1363  NGVD 29 (??/??/92)  872.218  (m)         2861.60   (f) ADJ UNCH    1 2
 PU1363  NGVD 29             872.22   (m)         2861.6    (f) LEVELING    3  
 PU1363
 PU1363.Superseded values are not recommended for survey control.
 PU1363
 PU1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1363.See file dsdata.pdf to determine how the superseded data were derived.
 PU1363
 PU1363_MARKER: DZ = AZIMUTH MARK DISK
 PU1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1363_STAMPING: RIVERSIDE 1950
 PU1363_MARK LOGO: CGS
 PU1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1363+STABILITY: SURFACE MOTION
 PU1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1363+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1363
 PU1363  HISTORY     - Date     Condition        Report By
 PU1363  HISTORY     - 1950     MONUMENTED       CGS
 PU1363  HISTORY     - 1962     GOOD             CGS
 PU1363  HISTORY     - 19951116 GOOD             NGS
 PU1363
 PU1363                          STATION DESCRIPTION
 PU1363
 PU1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1363'THE STATION IS ABOUT 4 MILES EAST OF NISLAND, 3 MILES SOUTH AND
 PU1363'2 MILES WEST OF NEWELL.
 PU1363'
 PU1363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU1363'STATE HIGHWAY 79 2.8 MILES SOUTH OF NEWELL, GO WEST ON U.S.
 PU1363'HIGHWAY 212 FOR 1.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 PU1363'DESCRIBED.
 PU1363'
 PU1363'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3
 PU1363'FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 PU1363'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED RIVERSIDE
 PU1363'1950.
 PU1363
 PU1363                          STATION RECOVERY (1962)
 PU1363
 PU1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1363'4 MI SW FROM NEWELL.
 PU1363'4 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST LUTHERAN
 PU1363'CHURCH AT NEWELL, AT THE JUNCTION WITH A PRIVATE DRIVE NORTH,
 PU1363'103 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT THE JUNCTION
 PU1363'WITH THE DRIVE, 32.5 FEET WEST OF A TELEPHONE POLE, 12 FEET
 PU1363'EAST OF THE CENTERLINE OF THE DRIVE, 26.8 FEET NORTH OF A WITNESS
 PU1363'POST, 4 FEET WEST OF A WOODEN WITNESS POST, 10 FEET BELOW THE
 PU1363'HIGHWAY AND IN A CONCRETE POST PROJECTING ABOUT 0.4 OF A FOOT.
 PU1363
 PU1363                          STATION RECOVERY (1995)
 PU1363
 PU1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1363'7.3 KM (4.55 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1363'STATE HIGHWAY 75 IN NEWELL, 621.0 M (2037.4 FT) WEST OF MILEPOST 35,
 PU1363'31.4 M (103.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 PU1363'NORTH OF A WITNESS POST AND FENCE, 3.6 M (11.8 FT) EAST OF THE CENTER
 PU1363'OF A DIRT ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 PU1363'MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0506 ***********************************************************************
 OQ0506  DESIGNATION -  RIVERSIDE RM
 OQ0506  PID         -  OQ0506
 OQ0506  STATE/COUNTY-  SD/HANSON
 OQ0506  COUNTRY     -  US
 OQ0506  USGS QUAD   -  RIVERSIDE (2017)
 OQ0506
 OQ0506                         *CURRENT SURVEY CONTROL
 OQ0506  ______________________________________________________________________
 OQ0506* NAD 83(1986) POSITION- 43 43 29.25   (N) 097 55 14.72   (W)   HD_HELD1
 OQ0506* NAVD 88 ORTHO HEIGHT -   396.26  (+/-2cm)     1300.1   (feet) VERTCON3
 OQ0506  ______________________________________________________________________
 OQ0506  GEOID HEIGHT    -        -26.099 (meters)                     GEOID18
 OQ0506  VERT ORDER      -  ? (See Below)
 OQ0506
 OQ0506.The horizontal coordinates were determined by differentially corrected
 OQ0506.hand held GPS observations or other comparable positioning techniques
 OQ0506.and have an estimated accuracy of +/- 3 meters.
 OQ0506
 OQ0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0506
 OQ0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0506.GEOID18 height accuracy estimate available here.
 OQ0506
 OQ0506.The vertical order pertains to the NGVD 29 superseded value.
 OQ0506
 OQ0506.Click photographs - Photos may exist for this station.
 OQ0506
 OQ0506;                    North         East    Units  Estimated Accuracy
 OQ0506;SPC SD S     -   157,402.1     794,350.8     MT  (+/- 3 meters HH1 GPS) 
 OQ0506
 OQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8692641872(NAD 83)
 OQ0506
 OQ0506                          SUPERSEDED SURVEY CONTROL
 OQ0506
 OQ0506  NGVD 29 (??/??/92)  395.972  (m)         1299.12   (f) ADJ UNCH       
 OQ0506
 OQ0506.Superseded values are not recommended for survey control.
 OQ0506
 OQ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0506.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0506
 OQ0506_MARKER: DR = REFERENCE MARK DISK
 OQ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0506_STAMPING: RIVERSIDE 1924
 OQ0506_MARK LOGO: CGS
 OQ0506_PROJECTION: RECESSED 46 CENTIMETERS
 OQ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0506+STABILITY: SURFACE MOTION
 OQ0506
 OQ0506  HISTORY     - Date     Condition        Report By
 OQ0506  HISTORY     - 1924     MONUMENTED       CGS
 OQ0506  HISTORY     - 1935     GOOD             CGS
 OQ0506
 OQ0506                          STATION DESCRIPTION
 OQ0506
 OQ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0506'1.3 MI E FROM RIVERSIDE.
 OQ0506'ABOUT 1-1/3 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0506'AND OMAHA RAILWAY FROM RIVERSIDE, HANSON COUNTY, ABOUT 1/3 MILE
 OQ0506'EAST OF THE CROSSING OF THE FIRST SECTION-LINE ROAD EAST OF THE
 OQ0506'TOWN, ABOUT 204 FEET WEST OF CULVERT P 259, ABOUT 98 FEET NORTH
 OQ0506'OF THE CENTER LINE OF THE TRACK, AND 75 FEET NORTH OF
 OQ0506'TRAVERSE-STATION RIVERSIDE, DESCRIBED ABOVE.  A STANDARD
 OQ0506'REFERENCE-MARK DISK, STAMPED RIVERSIDE 1924 AND SET IN THE
 OQ0506'TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN JUNE 1935
 OQ0506'THAT THIS BENCH MARK WAS COVERED WITH ABOUT 18 INCHES OF DRIFTED
 OQ0506'SOIL.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OQ0506'RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0506
 OQ0506                          STATION RECOVERY (1935)
 OQ0506
 OQ0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0765 ***********************************************************************
 OS0765  DESIGNATION -  RIX
 OS0765  PID         -  OS0765
 OS0765  STATE/COUNTY-  SD/JACKSON
 OS0765  COUNTRY     -  US
 OS0765  USGS QUAD   -  KADOKA NE (2017)
 OS0765
 OS0765                         *CURRENT SURVEY CONTROL
 OS0765  ______________________________________________________________________
 OS0765* NAD 83(1996) POSITION- 43 56 48.87397(N) 101 36 37.54758(W)   ADJUSTED
 OS0765* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) SCALED
 OS0765  ______________________________________________________________________
 OS0765  GEOID HEIGHT    -        -21.284 (meters)                     GEOID18
 OS0765  LAPLACE CORR    -         -9.70  (seconds)                    DEFLEC18
 OS0765  HORZ ORDER      -  SECOND
 OS0765
 OS0765.The horizontal coordinates were established by classical geodetic methods
 OS0765.and adjusted by the National Geodetic Survey in January 1998.
 OS0765
 OS0765.The orthometric height was scaled from a topographic map.
 OS0765
 OS0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0765.GEOID18 height accuracy estimate available here.
 OS0765
 OS0765.Click photographs - Photos may exist for this station.
 OS0765
 OS0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0765
 OS0765. The following values were computed from the NAD 83(1996) position.
 OS0765
 OS0765;                    North         East     Units Scale Factor Converg.
 OS0765;SPC SD S     -   180,044.507   497,489.559   MT  0.99992328   -0 52 51.6
 OS0765;SPC SD S     -   590,696.02  1,632,180.33   sFT  0.99992328   -0 52 51.6
 OS0765;UTM  14      - 4,869,289.101   290,521.800   MT  1.00013974   -1 48 44.2
 OS0765
 OS0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0765!SPC SD S     -   0.99988254  x   0.99992328  =   0.99980583
 OS0765!UTM  14      -   0.99988254  x   1.00013974  =   1.00002226
 OS0765
 OS0765:                Primary Azimuth Mark                     Grid Az
 OS0765:SPC SD S     -  RIX AZ MK                                329 39 22.6
 OS0765:UTM  14      -  RIX AZ MK                                330 35 15.2
 OS0765
 OS0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9052169289(NAD 83)
 OS0765
 OS0765|---------------------------------------------------------------------|
 OS0765| PID    Reference Object                     Distance      Geod. Az  |
 OS0765|                                                           dddmmss.s |
 OS0765| CQ4795 RIX RM 1                             14.676 METERS 22717     |
 OS0765| CQ4796 RIX RM 2                             16.684 METERS 32449     |
 OS0765| OS0777 PHILIP BELL TEL CO RAD MAST         APPROX. 4.6 KM 3254450.7 |
 OS0765| CQ4794 RIX AZ MK                                          3284631.0 |
 OS0765|---------------------------------------------------------------------|
 OS0765
 OS0765                          SUPERSEDED SURVEY CONTROL
 OS0765
 OS0765  NAD 83(1995)-  43 56 48.86592(N)    101 36 37.54980(W) AD(       ) 2
 OS0765  NAD 83(1986)-  43 56 48.86726(N)    101 36 37.55069(W) AD(       ) 2
 OS0765  NAD 27      -  43 56 48.90200(N)    101 36 36.03610(W) AD(       ) 2
 OS0765
 OS0765.Superseded values are not recommended for survey control.
 OS0765
 OS0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0765.See file dsdata.pdf to determine how the superseded data were derived.
 OS0765
 OS0765_MARKER: DS = TRIANGULATION STATION DISK
 OS0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0765_STAMPING: RIX 1961
 OS0765_MARK LOGO: CGS
 OS0765_PROJECTION: FLUSH
 OS0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0765+STABILITY: SURFACE MOTION
 OS0765
 OS0765  HISTORY     - Date     Condition        Report By
 OS0765  HISTORY     - 1961     MONUMENTED       CGS
 OS0765
 OS0765                          STATION DESCRIPTION
 OS0765
 OS0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0765'LOCATED ABOUT 8.5 MILES NORTHWEST OF KADOKA, 6.5 MILES
 OS0765'SOUTH-SOUTHEAST OF PHILIP, 7 MILES NORTH-NORTHEAST OF SEVEN
 OS0765'MILE CORNER, IN THE NE 1/4 OF SEC. 21, T. 1 S., R. 21 E.,
 OS0765'ON THE SUMMIT OF A LOW, ROUNDED, GRASS-COVERED HILL THAT IS
 OS0765'THE HIGHEST IN THE VICINITY.  IT IS STAMPED RIX 1961 AND
 OS0765'IS SET FLUSH WITH THE GROUND SURFACE.
 OS0765'
 OS0765'TO REACH FROM THE CROSSROAD AT PHILIP JUNCTION, GO EAST ON A
 OS0765'GRADED ROAD FOR 1.0 MILE TO A T ROAD, TURN RIGHT AND GO SOUTH
 OS0765'ON A GRADED ROAD FOR 1.0 MILE TO A SCHOOL HOUSE AND A SIDE
 OS0765'ROD LEFT, TURN LEFT AND GO EAST ON AN UNIMPROVED SECTION
 OS0765'LINE ROAD FOR 1.0 MILE TO A WIRE GATE, CONTINUE EAST ON A
 OS0765'TRACK ROAD THROUGH FIELD FOR 0.45 MILE TO THE AZIMUTH MARK ON
 OS0765'THE LEFT, CONTINUE EAST ON A TRACK ROAD FOR 0.15 MILE TO A WIRE
 OS0765'GATE, PASS THROUGH THE GATE AND TURN RIGHT AND GO SOUTH
 OS0765'ALONG THE EAST SIDE OF A FENCELINE FOR 0.25 MILE, THENCE
 OS0765'BEAR LEFT, SOUTHEAST, FOR 0.1 MILE TO THE SUMMIT OF A
 OS0765'GRASSY KNOLL AND STATION.
 OS0765'
 OS0765'R.M. 1 IS THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 OS0765'RIX NO 1 1961 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 OS0765'
 OS0765'R.M. 2 IS THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 OS0765'RIX NO 2 1961 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 OS0765'
 OS0765'THE AZIMUTH MARK IS 64.0 FEET NORTH OF THE CENTERLINE OF A
 OS0765'TRACK ROAD, 2.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 OS0765'AND SIGN, AND ABOUT 6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.
 OS0765'IT IS STAMPED RIX 1961 AND PROJECTS 3 INCHES ABOVE THE GROUND
 OS0765'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1553 ***********************************************************************
 PU1553  DESIGNATION -  RM 42.4
 PU1553  PID         -  PU1553
 PU1553  STATE/COUNTY-  SD/PENNINGTON
 PU1553  COUNTRY     -  US
 PU1553  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1553
 PU1553                         *CURRENT SURVEY CONTROL
 PU1553  ______________________________________________________________________
 PU1553* NAD 83(1986) POSITION- 44 01 01.     (N) 103 07 53.     (W)   SCALED
 PU1553* NAVD 88 ORTHO HEIGHT -   948.581 (meters)     3112.14  (feet) ADJUSTED
 PU1553  ______________________________________________________________________
 PU1553  GEOID HEIGHT    -        -16.426 (meters)                     GEOID18
 PU1553  DYNAMIC HEIGHT  -        948.248 (meters)     3111.04  (feet) COMP
 PU1553  MODELED GRAVITY -    980,235.5   (mgal)                       NAVD 88
 PU1553
 PU1553  VERT ORDER      -  FIRST     CLASS II
 PU1553
 PU1553.The horizontal coordinates were scaled from a map and have
 PU1553.an estimated accuracy of +/- 6 seconds.
 PU1553
 PU1553.The orthometric height was determined by differential leveling and
 PU1553.adjusted by the NATIONAL GEODETIC SURVEY
 PU1553.in June 1991.
 PU1553
 PU1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1553.GEOID18 height accuracy estimate available here.
 PU1553
 PU1553.Click photographs - Photos may exist for this station.
 PU1553
 PU1553.The dynamic height is computed by dividing the NAVD 88
 PU1553.geopotential number by the normal gravity value computed on the
 PU1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1553.degrees latitude (g = 980.6199 gals.).
 PU1553
 PU1553.The modeled gravity was interpolated from observed gravity values.
 PU1553
 PU1553;                    North         East    Units  Estimated Accuracy
 PU1553;SPC SD S     -   190,820.      375,700.      MT  (+/- 180 meters Scaled)
 PU1553
 PU1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ497754(NAD 83)
 PU1553
 PU1553                          SUPERSEDED SURVEY CONTROL
 PU1553
 PU1553  NGVD 29 (??/??/92)  948.097  (m)         3110.55   (f) ADJ UNCH    1 2
 PU1553
 PU1553.Superseded values are not recommended for survey control.
 PU1553
 PU1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1553.See file dsdata.pdf to determine how the superseded data were derived.
 PU1553
 PU1553_MARKER: P = PIPE CAP
 PU1553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1553_STAMPING: RM 42.4 1949
 PU1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1553
 PU1553  HISTORY     - Date     Condition        Report By
 PU1553  HISTORY     - 1949     MONUMENTED
 PU1553  HISTORY     - 1962     GOOD             CGS
 PU1553
 PU1553                          STATION DESCRIPTION
 PU1553
 PU1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1553'8 MI SE FROM RAPID CITY.
 PU1553'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1553'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1553'STATION AT RAPID CITY, THENCE 2.2 MILES SOUTH ALONG A GRAVELED
 PU1553'ROAD, 263 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 PU1553'ABOUT 300 FEET NORTH OF A CURVE AT THE FOOT OF A HILL, 35 1/2
 PU1553'FEET NORTH OF A TELEPHONE POLE, 29 FEET EAST OF THE CENTER LINE
 PU1553'OF THE ROAD, 5 INCHES WEST OF A FENCE, 1.0 FOOT EAST OF A METAL
 PU1553'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU1553'RIVETED ON THE TOP OF A 2 1/2-INCH PIPE PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0581 ***********************************************************************
 QR0581  DESIGNATION -  RNG ABERDEEN RADIO ABR
 QR0581  PID         -  QR0581
 QR0581  STATE/COUNTY-  SD/BROWN
 QR0581  COUNTRY     -  US
 QR0581  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0581
 QR0581                         *CURRENT SURVEY CONTROL
 QR0581  ______________________________________________________________________
 QR0581* NAD 83(1996) POSITION- 45 24 33.99925(N) 098 25 08.78039(W)   ADJUSTED
 QR0581  ______________________________________________________________________
 QR0581  GEOID HEIGHT    -        -24.452 (meters)                     GEOID18
 QR0581  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 QR0581  HORZ ORDER      -  THIRD
 QR0581
 QR0581.The horizontal coordinates were established by classical geodetic methods
 QR0581.and adjusted by the National Geodetic Survey in January 1998.
 QR0581
 QR0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0581.GEOID18 height accuracy estimate available here.
 QR0581
 QR0581.Click photographs - Photos may exist for this station.
 QR0581
 QR0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0581
 QR0581. The following values were computed from the NAD 83(1996) position.
 QR0581
 QR0581;                    North         East     Units Scale Factor Converg.
 QR0581;SPC SD N     -   176,352.311   723,744.569   MT  0.99995864   +1 07 07.9
 QR0581;SPC SD N     -   578,582.54  2,374,485.31   sFT  0.99995864   +1 07 07.9
 QR0581;UTM  14      - 5,028,600.203   545,456.099   MT  0.99962540   +0 24 49.3
 QR0581
 QR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4545628600(NAD 83)
 QR0581
 QR0581                          SUPERSEDED SURVEY CONTROL
 QR0581
 QR0581  NAD 83(1986)-  45 24 34.00965(N)    098 25 08.76336(W) AD(       ) 3
 QR0581  NAD 27      -  45 24 34.08530(N)    098 25 07.43790(W) AD(       ) 3
 QR0581
 QR0581.Superseded values are not recommended for survey control.
 QR0581
 QR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0581.See file dsdata.pdf to determine how the superseded data were derived.
 QR0581
 QR0581_MARKER: 27 = RADIO RANGE MAST
 QR0581
 QR0581  HISTORY     - Date     Condition        Report By
 QR0581  HISTORY     - 1964     FIRST OBSERVED   CGS
 QR0581
 QR0581                          STATION DESCRIPTION
 QR0581
 QR0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWR)
 QR0581'FROM MAIN ENTRANCE TO ABERDEEN MUNI. AIRPORT, GO 0.5 MI. EAST
 QR0581'ON U.S. HWY. 12 TO CROSSROADS, THENCE SOUTH FOR 3.35 MI. TO
 QR0581'ACCESS ROAD RIGHT.  TURN RIGHT AND GO 0.3 MI. TO STATION.  A
 QR0581'STANDARD F.A.A. TYPE LFR INSTALLATION CONSISTING OF 5 STEEL
 QR0581'TOWERS PAINTED RED AND WHITE, OUTER FOUR TOWERS OBS. LTD.,
 QR0581'CENTER TOWER NOT LIGHTED.  THE CENTER OF THE TOP OF CENTER
 QR0581'TOWER WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0762 ***********************************************************************
 OT0762  DESIGNATION -  ROAD
 OT0762  PID         -  OT0762
 OT0762  STATE/COUNTY-  SD/SHANNON
 OT0762  COUNTRY     -  US
 OT0762  USGS QUAD   -  PINE RIDGE SW (2017)
 OT0762
 OT0762                         *CURRENT SURVEY CONTROL
 OT0762  ______________________________________________________________________
 OT0762* NAD 83(1996) POSITION- 43 00 26.37542(N) 102 39 09.66670(W)   ADJUSTED
 OT0762* NAVD 88 ORTHO HEIGHT -  1068.84  (+/-2cm)     3506.7   (feet) VERTCON3
 OT0762  ______________________________________________________________________
 OT0762  GEOID HEIGHT    -        -17.998 (meters)                     GEOID18
 OT0762  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 OT0762  HORZ ORDER      -  SECOND
 OT0762  VERT ORDER      -  THIRD ? (See Below)
 OT0762
 OT0762.The horizontal coordinates were established by classical geodetic methods
 OT0762.and adjusted by the National Geodetic Survey in January 1998.
 OT0762
 OT0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0762
 OT0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0762.GEOID18 height accuracy estimate available here.
 OT0762
 OT0762.The vertical order pertains to the NGVD 29 superseded value.
 OT0762
 OT0762.Click photographs - Photos may exist for this station.
 OT0762
 OT0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0762
 OT0762. The following values were computed from the NAD 83(1996) position.
 OT0762
 OT0762;                    North         East     Units Scale Factor Converg.
 OT0762;SPC SD S     -    77,515.108   410,931.783   MT  0.99996335   -1 36 00.0
 OT0762;SPC SD S     -   254,314.15  1,348,198.69   sFT  0.99996335   -1 36 00.0
 OT0762;UTM  13      - 4,764,302.129   691,306.836   MT  1.00005025   +1 36 05.6
 OT0762
 OT0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0762!SPC SD S     -   0.99983523  x   0.99996335  =   0.99979859
 OT0762!UTM  13      -   0.99983523  x   1.00005025  =   0.99988547
 OT0762
 OT0762:                Primary Azimuth Mark                     Grid Az
 OT0762:SPC SD S     -  ROAD AZ MK                               073 20 22.5
 OT0762:UTM  13      -  ROAD AZ MK                               070 08 16.9
 OT0762
 OT0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9130664302(NAD 83)
 OT0762
 OT0762|---------------------------------------------------------------------|
 OT0762| PID    Reference Object                     Distance      Geod. Az  |
 OT0762|                                                           dddmmss.s |
 OT0762| CQ4797 ROAD AZ MK                                         0714422.5 |
 OT0762| CQ4799 ROAD RM 2                            19.227 METERS 24943     |
 OT0762| CQ4798 ROAD RM 1                            10.248 METERS 35712     |
 OT0762|---------------------------------------------------------------------|
 OT0762
 OT0762                          SUPERSEDED SURVEY CONTROL
 OT0762
 OT0762  NAD 83(1995)-  43 00 26.37518(N)    102 39 09.66676(W) AD(       ) 2
 OT0762  NAD 83(1993)-  43 00 26.36899(N)    102 39 09.66759(W) AD(       ) 2
 OT0762  NAD 83(1986)-  43 00 26.36416(N)    102 39 09.66495(W) AD(       ) 2
 OT0762  NAD 27      -  43 00 26.42200(N)    102 39 08.06900(W) AD(       ) 2
 OT0762  NGVD 29            1068.33   (m)         3505.0    (f) LEVELING    3  
 OT0762
 OT0762.Superseded values are not recommended for survey control.
 OT0762
 OT0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0762.See file dsdata.pdf to determine how the superseded data were derived.
 OT0762
 OT0762_MARKER: DS = TRIANGULATION STATION DISK
 OT0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0762_STAMPING: ROAD 1936
 OT0762_MARK LOGO: CGS
 OT0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0762+STABILITY: SURFACE MOTION
 OT0762
 OT0762  HISTORY     - Date     Condition        Report By
 OT0762  HISTORY     - 1936     MONUMENTED       CGS
 OT0762
 OT0762                          STATION DESCRIPTION
 OT0762
 OT0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0762'STATION IS LOCATED ABOUT 6-1/2 MILES S AND W OF PINE RIDGE,
 OT0762'IN OPEN FIELD ON PRACTICALLY FLAT LAND, 31 FEET E OF THE CENTER
 OT0762'LINE OF ROAD, AND ABOUT 30 FEET N OF THE CENTER OF A FIELD ROAD.
 OT0762'
 OT0762'TO REACH THE STATION FROM PINE RIDGE, GO W FROM THE POST
 OT0762'OFFICE ON THE CHADRON ROAD (DO NOT TAKE THE ROAD S) 3.7 MILES
 OT0762'TO A T-ROAD S, TAKE THIS ROAD S (THIS ROAD AND THE ONE THAT
 OT0762'CONTINUES ON W ARE BOTH KNOWN AS CHADRON ROADS) AND W 1.3 MILES
 OT0762'TO THE ST. ANN CHURCH, TURN S AND GO S AND W 1.6 MILES TO
 OT0762'STATION ON THE LEFT.
 OT0762'
 OT0762'AZIMUTH MARK IS LOCATED ABOUT 0.6 MILE NE OF THE STATION,
 OT0762'IN LINE WITH THE CENTER LINE OF THE N-S ROAD AT T-INTERSECTION,
 OT0762'2 FEET W OF A FENCE, 23 FEET S OF AN E-W SECTION ROAD.
 OT0762'
 OT0762'REFERENCE MARK 1 IS 32.88 FEET N OF THE STATION.
 OT0762'
 OT0762'REFERENCE MARK 2 IS 63.08 FEET W OF THE STATION AND 79.38 FEET
 OT0762'FROM REFERENCE MARK 1.
 OT0762'
 OT0762'ALL LINES VISIBLE FROM THIS STATION FROM A 4-FOOT STAND.
 OT0762'
 OT0762'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OT0762'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1244 ***********************************************************************
 PU1244  DESIGNATION -  ROB
 PU1244  PID         -  PU1244
 PU1244  STATE/COUNTY-  SD/BUTTE
 PU1244  COUNTRY     -  US
 PU1244  USGS QUAD   -  VALE NE (2017)
 PU1244
 PU1244                         *CURRENT SURVEY CONTROL
 PU1244  ______________________________________________________________________
 PU1244* NAD 83(1996) POSITION- 44 44 46.11284(N) 103 21 13.74521(W)   ADJUSTED
 PU1244* NAVD 88 ORTHO HEIGHT -   903.863 (meters)     2965.42  (feet) ADJUSTED
 PU1244  ______________________________________________________________________
 PU1244  GEOID HEIGHT    -        -16.514 (meters)                     GEOID18
 PU1244  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 PU1244  DYNAMIC HEIGHT  -        903.641 (meters)     2964.70  (feet) COMP
 PU1244  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 PU1244
 PU1244  HORZ ORDER      -  SECOND
 PU1244  VERT ORDER      -  FIRST     CLASS II
 PU1244
 PU1244.The horizontal coordinates were established by classical geodetic methods
 PU1244.and adjusted by the National Geodetic Survey in January 1998.
 PU1244
 PU1244.The orthometric height was determined by differential leveling and
 PU1244.adjusted by the NATIONAL GEODETIC SURVEY
 PU1244.in July 1998.
 PU1244
 PU1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1244.GEOID18 height accuracy estimate available here.
 PU1244
 PU1244.Click photographs - Photos may exist for this station.
 PU1244
 PU1244.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1244
 PU1244.The dynamic height is computed by dividing the NAVD 88
 PU1244.geopotential number by the normal gravity value computed on the
 PU1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1244.degrees latitude (g = 980.6199 gals.).
 PU1244
 PU1244.The modeled gravity was interpolated from observed gravity values.
 PU1244
 PU1244. The following values were computed from the NAD 83(1996) position.
 PU1244
 PU1244;                    North         East     Units Scale Factor Converg.
 PU1244;SPC SD N     -   106,933.801   334,485.366   MT  0.99995321   -2 22 25.1
 PU1244;SPC SD N     -   350,831.98  1,097,390.74   sFT  0.99995321   -2 22 25.1
 PU1244;UTM  13      - 4,956,068.737   630,316.138   MT  0.99980883   +1 09 32.5
 PU1244
 PU1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1244!SPC SD N     -   0.99986089  x   0.99995321  =   0.99981411
 PU1244!UTM  13      -   0.99986089  x   0.99980883  =   0.99966975
 PU1244
 PU1244:                Primary Azimuth Mark                     Grid Az
 PU1244:SPC SD N     -  NEWELL MUNICIPAL TANK                    242 24 02.0
 PU1244:UTM  13      -  NEWELL MUNICIPAL TANK                    238 52 04.4
 PU1244
 PU1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3031656068(NAD 83)
 PU1244
 PU1244|---------------------------------------------------------------------|
 PU1244| PID    Reference Object                     Distance      Geod. Az  |
 PU1244|                                                           dddmmss.s |
 PU1244| PU1245 ROB RM 1                              7.851 METERS 06031     |
 PU1244| PU1243 ROB RM 2                              8.292 METERS 23010     |
 PU1244| PU2272 NEWELL MUNICIPAL TANK               APPROX. 6.8 KM 2400136.9 |
 PU1244|---------------------------------------------------------------------|
 PU1244
 PU1244                          SUPERSEDED SURVEY CONTROL
 PU1244
 PU1244  NAD 83(1993)-  44 44 46.10647(N)    103 21 13.74480(W) AD(       ) 2
 PU1244  NAD 83(1986)-  44 44 46.10261(N)    103 21 13.74134(W) AD(       ) 2
 PU1244  NAD 27      -  44 44 46.15080(N)    103 21 12.07380(W) AD(       ) 2
 PU1244  NAVD 88 (06/15/91)  903.852  (m)         2965.39   (f) SUPERSEDED  1 2
 PU1244  NGVD 29 (??/??/92)  903.380  (m)         2963.84   (f) ADJ UNCH    1 2
 PU1244  NGVD 29             903.38   (m)         2963.8    (f) LEVELING    3  
 PU1244
 PU1244.Superseded values are not recommended for survey control.
 PU1244
 PU1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1244.See file dsdata.pdf to determine how the superseded data were derived.
 PU1244
 PU1244_MARKER: DS = TRIANGULATION STATION DISK
 PU1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1244_STAMPING: ROB 1962
 PU1244_MARK LOGO: CGS
 PU1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1244+STABILITY: SURFACE MOTION
 PU1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1244+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1244
 PU1244  HISTORY     - Date     Condition        Report By
 PU1244  HISTORY     - 1962     MONUMENTED       CGS
 PU1244  HISTORY     - 1963     GOOD             CGS
 PU1244  HISTORY     - 19951116 GOOD             NGS
 PU1244
 PU1244                          STATION DESCRIPTION
 PU1244
 PU1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1244'THE STATION IS LOCATED ABOUT 14-3/4 MILES EAST-SOUTHEAST OF ARPAN,
 PU1244'9-1/4 MILES NORTH-NORTHEAST OF VALE, AND 4-1/4 MILES NORTHEAST OF
 PU1244'NEWELL, ON THE SOUTHEAST SIDE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY
 PU1244'212 ON TOP OF A HIGHWAY CUT.
 PU1244'
 PU1244'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON
 PU1244'GIRARD AVENUE FOR 0.4 MILE TO U.S. HIGHWAY 212.  TURN RIGHT AND
 PU1244'GO EAST AND NORTHEAST ON THE HIGHWAY FOR 4.0 MILES TO THE NORTHEAST
 PU1244'END OF A HIGHWAY CUT AT THE TOP OF A HILL.  TURN BACK, SHARP
 PU1244'RIGHT, AND CLIMB SOUTHWEST 0.1 MILE TO THE TOP OF THE BANK AND
 PU1244'THE STATION.
 PU1244'
 PU1244'THE STATION MARK, A STANDARD DISK STAMPED ROB 1962 CEMENTED IN THE
 PU1244'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 PU1244'INCHES ABOVE GROUND, IS 3.6 FEET NORTHWEST OF THE SOUTHEAST
 PU1244'RIGHT-OF-WAY FENCE AND 4.8 FEET WEST OF A METAL WITNESS POST
 PU1244'WITH SIGN.
 PU1244'
 PU1244'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED ROB NO 1 1962,
 PU1244'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU1244'PROJECTING 5 INCHES ABOVE GROUND, IS 7.1 FEET WEST OF THE CENTER
 PU1244'POST OF THREE BRACED FENCE POSTS, AT THE SAME ELEVATION AS THE
 PU1244'STATION MARK.
 PU1244'
 PU1244'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED ROB NO 2 1962
 PU1244'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU1244'PROJECTING 5 INCHES ABOVE GROUND, IS AT THE SAME ELEVATION AS
 PU1244'THE STATION.
 PU1244
 PU1244                          STATION RECOVERY (1963)
 PU1244
 PU1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1244'4.2 MI NE FROM NEWELL.
 PU1244'ABOUT 4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1244'SCHOOL AT NEWELL, ABOUT 1.6 MILES SOUTHWEST OF A 200-FOOT CONCRETE
 PU1244'BRIDGE OVER WILLOW CREEK, ON THE TOP OF THE HIGHEST RIDGE IN
 PU1244'THE VICINITY, 136.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PU1244'HIGHWAY, 3.0 FEET NORTHWEST OF A FENCE, 4.8 FEET WEST OF A METAL
 PU1244'WITNESS POST, ABOUT 26 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 PU1244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 PU1244
 PU1244                          STATION RECOVERY (1995)
 PU1244
 PU1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1244'6.6 KM (4.10 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1244'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, ON THE HIGHEST POINT OF A
 PU1244'HIGHWAY CUT, 389.0 M (1276.2 FT) NORTHEAST OF MILEPOST 43, 44.0 M
 PU1244'(144.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.1 M (23.3 FT)
 PU1244'NORTHWEST OF A WATER TANK, 9.0 M (29.5 FT) ABOVE THE LEVEL OF THE
 PU1244'HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 PU1244'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1111 ***********************************************************************
 PT1111  DESIGNATION -  ROB
 PT1111  PID         -  PT1111
 PT1111  STATE/COUNTY-  SD/HAAKON
 PT1111  COUNTRY     -  US
 PT1111  USGS QUAD   -  CARLIN FLAT (2017)
 PT1111
 PT1111                         *CURRENT SURVEY CONTROL
 PT1111  ______________________________________________________________________
 PT1111* NAD 83(1996) POSITION- 44 38 39.19998(N) 101 18 58.71540(W)   ADJUSTED
 PT1111* NAVD 88 ORTHO HEIGHT -   648.    (meters)     2126.    (feet) SCALED
 PT1111  ______________________________________________________________________
 PT1111  GEOID HEIGHT    -        -21.701 (meters)                     GEOID18
 PT1111  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 PT1111  HORZ ORDER      -  THIRD
 PT1111
 PT1111.The horizontal coordinates were established by classical geodetic methods
 PT1111.and adjusted by the National Geodetic Survey in January 1998.
 PT1111
 PT1111.The orthometric height was scaled from a topographic map.
 PT1111
 PT1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1111.GEOID18 height accuracy estimate available here.
 PT1111
 PT1111.Click photographs - Photos may exist for this station.
 PT1111
 PT1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1111
 PT1111. The following values were computed from the NAD 83(1996) position.
 PT1111
 PT1111;                    North         East     Units Scale Factor Converg.
 PT1111;SPC SD S     -   257,200.555   522,013.828   MT  1.00006752   -0 40 41.2
 PT1111;SPC SD S     -   843,832.15  1,712,640.37   sFT  1.00006752   -0 40 41.2
 PT1111;UTM  14      - 4,946,039.081   316,312.407   MT  1.00001494   -1 37 41.3
 PT1111
 PT1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1111!SPC SD S     -   0.99990174  x   1.00006752  =   0.99996925
 PT1111!UTM  14      -   0.99990174  x   1.00001494  =   0.99991668
 PT1111
 PT1111:                Primary Azimuth Mark                     Grid Az
 PT1111:SPC SD S     -  ROB AZ MK                                178 50 52.8
 PT1111:UTM  14      -  ROB AZ MK                                179 47 52.9
 PT1111
 PT1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1631246039(NAD 83)
 PT1111
 PT1111|---------------------------------------------------------------------|
 PT1111| PID    Reference Object                     Distance      Geod. Az  |
 PT1111|                                                           dddmmss.s |
 PT1111| PT1108 AILEMANS HOUSE CHIMNEY              APPROX.10.9 KM 1044632.8 |
 PT1111| CQ4800 ROB AZ MK                                          1781011.6 |
 PT1111| CQ4801 ROB RM 1                              8.910 METERS 18516     |
 PT1111| CQ4802 ROB RM 2                              8.670 METERS 35413     |
 PT1111|---------------------------------------------------------------------|
 PT1111
 PT1111                          SUPERSEDED SURVEY CONTROL
 PT1111
 PT1111  NAD 83(1986)-  44 38 39.19357(N)    101 18 58.71724(W) AD(       ) 3
 PT1111  NAD 27      -  44 38 39.25600(N)    101 18 57.18700(W) AD(       ) 3
 PT1111
 PT1111.Superseded values are not recommended for survey control.
 PT1111
 PT1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1111.See file dsdata.pdf to determine how the superseded data were derived.
 PT1111
 PT1111_MARKER: DB = BENCH MARK DISK
 PT1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1111_STAMPING: ROB 1946
 PT1111_MARK LOGO: USGS
 PT1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1111+STABILITY: SURFACE MOTION
 PT1111
 PT1111  HISTORY     - Date     Condition        Report By
 PT1111  HISTORY     - 1946     MONUMENTED       USGS
 PT1111
 PT1111                          STATION DESCRIPTION
 PT1111
 PT1111'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 PT1111'THE STATION IS IN SECTION 22, T 8 N, R 23 E, ABOUT 5 MILES
 PT1111'WEST AND 3-1/4 MILES SOUTH OF ALLEMANS STATION WHICH IS LOCATED
 PT1111'AT THE SOUTH END OF THE BRIDGE OVER THE CHEYENNE RIVER ON
 PT1111'STATE HIGHWAY 63, 1.85 MILES NORTH OF ROBS FLAT SCHOOL, 25
 PT1111'FEET WEST OF THE CENTER OF A TRACK ROAD, 4 FEET SOUTHEAST OF
 PT1111'A 4 X 4 INCH WITNESS POST AND 3 FEET EAST OF A WIRE FENCE.
 PT1111'
 PT1111'TO REACH THE STATION FROM THE T-INTERSECTION AT ALLEMANS
 PT1111'STATION JUST SOUTH OF THE BRIDGE OVER THE CHEYENNE RIVER ON
 PT1111'STATE HIGHWAY 63, GO WEST AND SOUTHWEST FOR 9.4 MILES TO A
 PT1111'CROSS ROAD AT THE ROBS FLAT SCHOOL IN THE NORTH WEST ANGLE,
 PT1111'TURN RIGHT AND GO NORTH FOR 1.5 MILES TO A GATE AND THE AZIMUTH
 PT1111'MARK ON THE RIGHT, CONTINUE NORTH THROUGH THE GATE FOR 0.35
 PT1111'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT1111'
 PT1111'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN
 PT1111'THE TOP OF AN 8 X 8 INCH CONCRETE POST.  THE MARK PROJECTS
 PT1111'4 INCHES AND THE DISK IS STAMPED ROB 1946.
 PT1111'
 PT1111'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE.  THE MARK
 PT1111'PROJECTS 6 INCHES AND THE DISK IS STAMPED ROB USGS NO 1 1952.
 PT1111'
 PT1111'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE.  THE MARK
 PT1111'PROJECTS 6 INCHES AND THE DISK IS STAMPED ROB USGS NO 2 1952.
 PT1111'
 PT1111'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF THE TRACK ROAD
 PT1111'AND 3 FEET WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 PT1111'7 INCHES AND THE DISK IS STAMPED ROB USGS 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1245 ***********************************************************************
 PU1245  DESIGNATION -  ROB RM 1
 PU1245  PID         -  PU1245
 PU1245  STATE/COUNTY-  SD/BUTTE
 PU1245  COUNTRY     -  US
 PU1245  USGS QUAD   -  VALE NE (2017)
 PU1245
 PU1245                         *CURRENT SURVEY CONTROL
 PU1245  ______________________________________________________________________
 PU1245* NAD 83(1986) POSITION- 44 44 46.24   (N) 103 21 13.43   (W)   HD_HELD1
 PU1245* NAVD 88 ORTHO HEIGHT -   903.751 (meters)     2965.06  (feet) ADJUSTED
 PU1245  ______________________________________________________________________
 PU1245  GEOID HEIGHT    -        -16.515 (meters)                     GEOID18
 PU1245  DYNAMIC HEIGHT  -        903.528 (meters)     2964.32  (feet) COMP
 PU1245  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 PU1245
 PU1245  VERT ORDER      -  FIRST     CLASS II
 PU1245
 PU1245.The horizontal coordinates were determined by differentially corrected
 PU1245.hand held GPS observations or other comparable positioning techniques
 PU1245.and have an estimated accuracy of +/- 3 meters.
 PU1245
 PU1245.The orthometric height was determined by differential leveling and
 PU1245.adjusted by the NATIONAL GEODETIC SURVEY
 PU1245.in July 1998.
 PU1245
 PU1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1245.GEOID18 height accuracy estimate available here.
 PU1245
 PU1245.Click photographs - Photos may exist for this station.
 PU1245
 PU1245.The dynamic height is computed by dividing the NAVD 88
 PU1245.geopotential number by the normal gravity value computed on the
 PU1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1245.degrees latitude (g = 980.6199 gals.).
 PU1245
 PU1245.The modeled gravity was interpolated from observed gravity values.
 PU1245
 PU1245;                    North         East    Units  Estimated Accuracy
 PU1245;SPC SD N     -   106,937.4     334,492.5     MT  (+/- 3 meters HH1 GPS) 
 PU1245
 PU1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3032256072(NAD 83)
 PU1245
 PU1245                          SUPERSEDED SURVEY CONTROL
 PU1245
 PU1245  NAVD 88 (06/15/91)  903.670  (m)         2964.79   (f) SUPERSEDED  1 2
 PU1245  NGVD 29 (??/??/92)  903.198  (m)         2963.24   (f) ADJ UNCH    1 2
 PU1245
 PU1245.Superseded values are not recommended for survey control.
 PU1245
 PU1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1245.See file dsdata.pdf to determine how the superseded data were derived.
 PU1245
 PU1245_MARKER: DR = REFERENCE MARK DISK
 PU1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1245_STAMPING: ROB NO 1 1962
 PU1245_MARK LOGO: CGS
 PU1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1245+STABILITY: SURFACE MOTION
 PU1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1245+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1245
 PU1245  HISTORY     - Date     Condition        Report By
 PU1245  HISTORY     - 1962     MONUMENTED       CGS
 PU1245  HISTORY     - 1963     GOOD             CGS
 PU1245  HISTORY     - 19951116 GOOD             NGS
 PU1245
 PU1245                          STATION DESCRIPTION
 PU1245
 PU1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1245'4.2 MI NE FROM NEWELL.
 PU1245'ABOUT 4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1245'SCHOOL AT NEWELL, ABOUT 1.6 MILES SOUTHWEST OF A 200-FOOT
 PU1245'CONCRETE BRIDGE OVER WILLOW CREEK, ON THE TOP OF THE HIGHEST
 PU1245'RIDGE IN THE VICINITY, 138 FEET SOUTHEAST OF THE CENTERLINE OF
 PU1245'THE HIGHWAY, 25.8 FEET NORTHEAST OF THE STATION MARK, 1.0 FOOT
 PU1245'NORTHWEST OF A FENCE, ABOUT 25 FEET ABOVE THE LEVEL OF THE
 PU1245'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PU1245'INCHES.
 PU1245
 PU1245                          STATION RECOVERY (1995)
 PU1245
 PU1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1245'6.6 KM (4.10 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1245'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, ON THE HIGHEST POINT OF A
 PU1245'HIGHWAY CUT, 389.0 M (1276.2 FT) NORTHEAST OF MILEPOST 43, 44.5 M
 PU1245'(146.0 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) ABOVE
 PU1245'THE LEVEL OF THE HIGHWAY, 7.8 M (25.6 FT) NORTHEAST OF TRIANGULATION
 PU1245'STATION ROB, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE
 PU1245'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1243 ***********************************************************************
 PU1243  DESIGNATION -  ROB RM 2
 PU1243  PID         -  PU1243
 PU1243  STATE/COUNTY-  SD/BUTTE
 PU1243  COUNTRY     -  US
 PU1243  USGS QUAD   -  VALE NE (2017)
 PU1243
 PU1243                         *CURRENT SURVEY CONTROL
 PU1243  ______________________________________________________________________
 PU1243* NAD 83(1986) POSITION- 44 44 45.94   (N) 103 21 14.03   (W)   HD_HELD1
 PU1243* NAVD 88 ORTHO HEIGHT -   903.719 (meters)     2964.95  (feet) ADJUSTED
 PU1243  ______________________________________________________________________
 PU1243  GEOID HEIGHT    -        -16.514 (meters)                     GEOID18
 PU1243  DYNAMIC HEIGHT  -        903.497 (meters)     2964.22  (feet) COMP
 PU1243  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 PU1243
 PU1243  VERT ORDER      -  FIRST     CLASS II
 PU1243
 PU1243.The horizontal coordinates were determined by differentially corrected
 PU1243.hand held GPS observations or other comparable positioning techniques
 PU1243.and have an estimated accuracy of +/- 3 meters.
 PU1243
 PU1243.The orthometric height was determined by differential leveling and
 PU1243.adjusted by the NATIONAL GEODETIC SURVEY
 PU1243.in July 1998.
 PU1243
 PU1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1243.GEOID18 height accuracy estimate available here.
 PU1243
 PU1243.Click photographs - Photos may exist for this station.
 PU1243
 PU1243.The dynamic height is computed by dividing the NAVD 88
 PU1243.geopotential number by the normal gravity value computed on the
 PU1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1243.degrees latitude (g = 980.6199 gals.).
 PU1243
 PU1243.The modeled gravity was interpolated from observed gravity values.
 PU1243
 PU1243;                    North         East    Units  Estimated Accuracy
 PU1243;SPC SD N     -   106,928.7     334,478.9     MT  (+/- 3 meters HH1 GPS) 
 PU1243
 PU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3030956063(NAD 83)
 PU1243
 PU1243                          SUPERSEDED SURVEY CONTROL
 PU1243
 PU1243  NAVD 88 (06/15/91)  903.682  (m)         2964.83   (f) SUPERSEDED  1 2
 PU1243  NGVD 29 (??/??/92)  903.210  (m)         2963.28   (f) ADJ UNCH    1 2
 PU1243
 PU1243.Superseded values are not recommended for survey control.
 PU1243
 PU1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1243.See file dsdata.pdf to determine how the superseded data were derived.
 PU1243
 PU1243_MARKER: DR = REFERENCE MARK DISK
 PU1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1243_STAMPING: ROB NO 2 1962
 PU1243_MARK LOGO: CGS
 PU1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1243+STABILITY: SURFACE MOTION
 PU1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1243+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1243
 PU1243  HISTORY     - Date     Condition        Report By
 PU1243  HISTORY     - 1962     MONUMENTED       CGS
 PU1243  HISTORY     - 1963     GOOD             CGS
 PU1243  HISTORY     - 19951116 GOOD             NGS
 PU1243
 PU1243                          STATION DESCRIPTION
 PU1243
 PU1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1243'4.2 MI NE FROM NEWELL.
 PU1243'ABOUT 4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1243'SCHOOL AT NEWELL, ABOUT 1.6 MILES SOUTHWEST OF A 200-FOOT
 PU1243'CONCRETE BRIDGE OVER WILLOW CREEK, ON THE TOP OF THE HIGHEST
 PU1243'RIDGE IN THE VICINITY, 138 FEET SOUTHEAST OF THE CENTERLINE OF
 PU1243'THE HIGHWAY, 27.2 FEET SOUTHWEST OF THE STATION MARK, 1.5 FEET
 PU1243'NORTHWEST OF A FENCE, ABOUT 25 FEET ABOVE THE LEVEL OF THE
 PU1243'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PU1243'INCHES.
 PU1243
 PU1243                          STATION RECOVERY (1995)
 PU1243
 PU1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1243'6.6 KM (4.10 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1243'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, ON THE HIGHEST POINT OF A
 PU1243'HIGHWAY CUT, 389.0 M (1276.2 FT) NORTHEAST OF MILEPOST 43, 44.5 M
 PU1243'(146.0 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) ABOVE
 PU1243'THE LEVEL OF THE HIGHWAY, 8.7 M (28.5 FT) SOUTHWEST OF TRIANGULATION
 PU1243'STATION ROB, 4.9 M (16.1 FT) NORTHEAST OF A UTILITY POLE WITH A
 PU1243'TRANSFORMER AND GUY CABLE, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT)
 PU1243'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0681 ***********************************************************************
 QS0681  DESIGNATION -  ROBERT
 QS0681  PID         -  QS0681
 QS0681  STATE/COUNTY-  SD/WALWORTH
 QS0681  COUNTRY     -  US
 QS0681  USGS QUAD   -  SELBY (2017)
 QS0681
 QS0681                         *CURRENT SURVEY CONTROL
 QS0681  ______________________________________________________________________
 QS0681* NAD 83(1996) POSITION- 45 35 12.71743(N) 100 04 09.90351(W)   ADJUSTED
 QS0681* NAVD 88 ORTHO HEIGHT -   526.    (meters)     1726.    (feet) SCALED
 QS0681  ______________________________________________________________________
 QS0681  GEOID HEIGHT    -        -22.306 (meters)                     GEOID18
 QS0681  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 QS0681  HORZ ORDER      -  SECOND
 QS0681
 QS0681.The horizontal coordinates were established by classical geodetic methods
 QS0681.and adjusted by the National Geodetic Survey in January 1998.
 QS0681
 QS0681.The orthometric height was scaled from a topographic map.
 QS0681
 QS0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0681.GEOID18 height accuracy estimate available here.
 QS0681
 QS0681.Click photographs - Photos may exist for this station.
 QS0681
 QS0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0681
 QS0681. The following values were computed from the NAD 83(1996) position.
 QS0681
 QS0681;                    North         East     Units Scale Factor Converg.
 QS0681;SPC SD N     -   194,864.692   594,582.894   MT  0.99998281   -0 02 56.9
 QS0681;SPC SD N     -   639,318.58  1,950,727.38   sFT  0.99998281   -0 02 56.9
 QS0681;UTM  14      - 5,048,703.275   416,578.485   MT  0.99968556   -0 45 50.2
 QS0681
 QS0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0681!SPC SD N     -   0.99992098  x   0.99998281  =   0.99990379
 QS0681!UTM  14      -   0.99992098  x   0.99968556  =   0.99960657
 QS0681
 QS0681:                Primary Azimuth Mark                     Grid Az
 QS0681:SPC SD N     -  REBAR 47                                 000 39 44.6
 QS0681:UTM  14      -  REBAR 47                                 001 22 37.9
 QS0681
 QS0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1657848703(NAD 83)
 QS0681
 QS0681|---------------------------------------------------------------------|
 QS0681| PID    Reference Object                     Distance      Geod. Az  |
 QS0681|                                                           dddmmss.s |
 QS0681| QS0680 REBAR 47                            APPROX. 5.4 KM 0003647.7 |
 QS0681| CO5989 ROBERT RM 2                          29.100 METERS 09244     |
 QS0681| CO5988 ROBERT RM 1                          14.127 METERS 18119     |
 QS0681|---------------------------------------------------------------------|
 QS0681
 QS0681                          SUPERSEDED SURVEY CONTROL
 QS0681
 QS0681  NAD 83(1986)-  45 35 12.70694(N)    100 04 09.90168(W) AD(       ) 2
 QS0681  NAD 27      -  45 35 12.73961(N)    100 04 08.46645(W) AD(       ) 2
 QS0681
 QS0681.Superseded values are not recommended for survey control.
 QS0681
 QS0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0681.See file dsdata.pdf to determine how the superseded data were derived.
 QS0681
 QS0681_MARKER: DD = SURVEY DISK
 QS0681_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0681+WITH SETTING: INFORMATION.
 QS0681_STAMPING: ET ROBERT 1967
 QS0681_MARK LOGO: USGS
 QS0681_PROJECTION: FLUSH
 QS0681_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0681
 QS0681  HISTORY     - Date     Condition        Report By
 QS0681  HISTORY     - 1967     MONUMENTED       USGS
 QS0681
 QS0681                          STATION DESCRIPTION
 QS0681
 QS0681'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0681'THE STATION IS LOCATED APPROX. 5.5 MI N. AND 1.5 MI W. OF
 QS0681'THE TOWN OF SELBY, T. 124 N., R. 76 W., NEAR THE CENTER OF
 QS0681'SEC. 6.
 QS0681'
 QS0681'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 QS0681'STATE HWY. 103 AT SELBY, GO N. ON U.S. HWY. 83 FOR 6.3 MI
 QS0681'TO STATION ON LEFT (W.).
 QS0681'
 QS0681'STATION MARK IS 50 FT W. OF CENTER OF U.S. HWY. 83, 13 FT S.
 QS0681'AND 50 FT W. OF CENTER OF T-RD. E., 3 FT E. OF FENCE, 3 FT
 QS0681'E. OF USGS WITNESS POST, STAMPED ET ROBERT 1967.
 QS0681'
 QS0681'REFERENCE MARK NO. 1 IS S. OF THE STATION, 59 FT S. AND 50 FT
 QS0681'W. OF CENTER OF T-RD. E., 2 FT E. OF FENCE, STAMPED ROBERT
 QS0681'NO. 1 1967.
 QS0681'
 QS0681'REFERENCE MARK NO. 2 IS E. OF THE STATION, 20 FT S. AND 45 FT
 QS0681'E. OF CENTER OF T-RD E., STAMPED ROBERT NO. 2 1967.
 QS0681'
 QS0681'AZIMUTH MARK - NONE SET.
 QS0681'
 QS0681'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0681'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 QS0681'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0681'
 QS0681'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0400 ***********************************************************************
 QQ0400  DESIGNATION -  ROBERTS
 QQ0400  PID         -  QQ0400
 QQ0400  STATE/COUNTY-  SD/ROBERTS
 QQ0400  COUNTRY     -  US
 QQ0400  USGS QUAD   -  ENEMY SWIM LAKE EAST (2017)
 QQ0400
 QQ0400                         *CURRENT SURVEY CONTROL
 QQ0400  ______________________________________________________________________
 QQ0400* NAD 83(1996) POSITION- 45 24 48.90572(N) 097 11 34.30902(W)   ADJUSTED
 QQ0400* NAVD 88 ORTHO HEIGHT -   595.    (meters)     1952.    (feet) SCALED
 QQ0400  ______________________________________________________________________
 QQ0400  GEOID HEIGHT    -        -25.236 (meters)                     GEOID18
 QQ0400  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 QQ0400  HORZ ORDER      -  SECOND
 QQ0400
 QQ0400.The horizontal coordinates were established by classical geodetic methods
 QQ0400.and adjusted by the National Geodetic Survey in January 1998.
 QQ0400
 QQ0400.The orthometric height was scaled from a topographic map.
 QQ0400
 QQ0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0400.GEOID18 height accuracy estimate available here.
 QQ0400
 QQ0400.Click photographs - Photos may exist for this station.
 QQ0400
 QQ0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0400
 QQ0400. The following values were computed from the NAD 83(1996) position.
 QQ0400
 QQ0400;                    North         East     Units Scale Factor Converg.
 QQ0400;SPC SD N     -   179,413.325   819,682.696   MT  0.99995909   +1 59 12.2
 QQ0400;SPC SD N     -   588,625.22  2,689,242.31   sFT  0.99995909   +1 59 12.2
 QQ0400;UTM  14      - 5,030,484.517   641,401.293   MT  0.99984583   +1 17 14.1
 QQ0400
 QQ0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0400!SPC SD N     -   0.99991064  x   0.99995909  =   0.99986973
 QQ0400!UTM  14      -   0.99991064  x   0.99984583  =   0.99975648
 QQ0400
 QQ0400:                Primary Azimuth Mark                     Grid Az
 QQ0400:SPC SD N     -  ROBERTS AZ MK                            268 10 40.7
 QQ0400:UTM  14      -  ROBERTS AZ MK                            268 52 38.8
 QQ0400
 QQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4140130484(NAD 83)
 QQ0400
 QQ0400|---------------------------------------------------------------------|
 QQ0400| PID    Reference Object                     Distance      Geod. Az  |
 QQ0400|                                                           dddmmss.s |
 QQ0400| CO5991 ROBERTS RM 1                         17.862 METERS 04251     |
 QQ0400| QQ0420 WAUBAY MUNICIPAL WATER TANK         APPROX.12.3 KM 2250222.5 |
 QQ0400| CO5992 ROBERTS RM 2                          9.434 METERS 26758     |
 QQ0400| CO5990 ROBERTS AZ MK                                      2700952.9 |
 QQ0400|---------------------------------------------------------------------|
 QQ0400
 QQ0400                          SUPERSEDED SURVEY CONTROL
 QQ0400
 QQ0400  NAD 83(1986)-  45 24 48.90594(N)    097 11 34.29606(W) AD(       ) 2
 QQ0400  NAD 27      -  45 24 49.04870(N)    097 11 32.99454(W) AD(       ) 2
 QQ0400
 QQ0400.Superseded values are not recommended for survey control.
 QQ0400
 QQ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0400.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0400
 QQ0400_MARKER: DS = TRIANGULATION STATION DISK
 QQ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0400_STAMPING: ROBERTS 1952
 QQ0400_MARK LOGO: CGS
 QQ0400_PROJECTION: FLUSH
 QQ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0400+STABILITY: SURFACE MOTION
 QQ0400
 QQ0400  HISTORY     - Date     Condition        Report By
 QQ0400  HISTORY     - 1952     MONUMENTED       CGS
 QQ0400
 QQ0400                          STATION DESCRIPTION
 QQ0400
 QQ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0400'THE STATION IS IN SECTION 20, T 123 N, R 52 W, ABOUT 9-1/2 MILES
 QQ0400'EAST AND 3-1/2 MILES SOUTH OF GRENVILLE, 5-1/2 MILES NORTH OF
 QQ0400'ORTLEY, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOL
 QQ0400'HOUSE, 32 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 4 FEET
 QQ0400'NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 QQ0400'
 QQ0400'TO REACH THE STATION FROM THE CROSS ROAD ON U.S. HIGHWAY 12 IN
 QQ0400'THE NORTH EDGE OF ORTLEY, GO NORTH ON THE MAIN GRAVELED ROAD FOR
 QQ0400'0.35 MILE TO A T-INTERSECTION, TURN LEFT AND GO WEST AND NORTH
 QQ0400'FOR 5.55 MILES TO A CROSS ROAD, TURN RIGHT AND GO EAST FOR 0.25
 QQ0400'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST
 QQ0400'ON THE GRADED GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE
 QQ0400'LEFT.
 QQ0400'
 QQ0400'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QQ0400'STAMPED ROBERTS 1952.
 QQ0400'
 QQ0400'REFERENCE MARK 1 IS 2 FEET SOUTHWEST OF THE CORNER OF THE SCHOOL
 QQ0400'HOUSE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QQ0400'ROBERTS NO 1 1952.
 QQ0400'
 QQ0400'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTER OF THE GRAVELED
 QQ0400'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED ROBERTS
 QQ0400'NO 2 1952.
 QQ0400'
 QQ0400'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF THE GRAVELED
 QQ0400'ROAD, 2 FEET WEST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT SOUTHWEST
 QQ0400'OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QQ0400'STAMPED ROBERTS 1952.
 QQ0400'
 QQ0400'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0740 ***********************************************************************
 OT0740  DESIGNATION -  ROBERTS
 OT0740  PID         -  OT0740
 OT0740  STATE/COUNTY-  SD/PENNINGTON
 OT0740  COUNTRY     -  US
 OT0740  USGS QUAD   -  BOUQUET TABLE (2017)
 OT0740
 OT0740                         *CURRENT SURVEY CONTROL
 OT0740  ______________________________________________________________________
 OT0740* NAD 83(1996) POSITION- 43 44 28.55910(N) 102 20 01.81348(W)   ADJUSTED
 OT0740* NAVD 88 ORTHO HEIGHT -   851.9   (meters)     2795.    (feet) VERTCON3
 OT0740  ______________________________________________________________________
 OT0740  GEOID HEIGHT    -        -18.822 (meters)                     GEOID18
 OT0740  LAPLACE CORR    -         -7.56  (seconds)                    DEFLEC18
 OT0740  HORZ ORDER      -  FIRST
 OT0740
 OT0740.The horizontal coordinates were established by classical geodetic methods
 OT0740.and adjusted by the National Geodetic Survey in January 1998.
 OT0740
 OT0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0740
 OT0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0740.GEOID18 height accuracy estimate available here.
 OT0740
 OT0740.Click photographs - Photos may exist for this station.
 OT0740
 OT0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0740
 OT0740. The following values were computed from the NAD 83(1996) position.
 OT0740
 OT0740;                    North         East     Units Scale Factor Converg.
 OT0740;SPC SD S     -   158,349.950   438,881.804   MT  0.99990916   -1 22 48.2
 OT0740;SPC SD S     -   519,519.79  1,439,898.05   sFT  0.99990916   -1 22 48.2
 OT0740;UTM  13      - 4,846,591.407   714,687.481   MT  1.00016695   +1 50 38.7
 OT0740
 OT0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0740!SPC SD S     -   0.99986939  x   0.99990916  =   0.99977856
 OT0740!UTM  13      -   0.99986939  x   1.00016695  =   1.00003632
 OT0740
 OT0740:                Primary Azimuth Mark                     Grid Az
 OT0740:SPC SD S     -  ROBERTS AZ MK                            215 06 31.4
 OT0740:UTM  13      -  ROBERTS AZ MK                            211 53 04.5
 OT0740
 OT0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1468746591(NAD 83)
 OT0740
 OT0740|---------------------------------------------------------------------|
 OT0740| PID    Reference Object                     Distance      Geod. Az  |
 OT0740|                                                           dddmmss.s |
 OT0740| CQ4804 ROBERTS RM 1                         55.382 METERS 15036     |
 OT0740| CQ4803 ROBERTS AZ MK                                      2134343.2 |
 OT0740| CQ4805 ROBERTS RM 2                         11.845 METERS 29605     |
 OT0740|---------------------------------------------------------------------|
 OT0740
 OT0740                          SUPERSEDED SURVEY CONTROL
 OT0740
 OT0740  NAD 83(1995)-  43 44 28.55300(N)    102 20 01.81439(W) AD(       ) 1
 OT0740  NAD 83(1986)-  43 44 28.55050(N)    102 20 01.81720(W) AD(       ) 1
 OT0740  NAD 27      -  43 44 28.58200(N)    102 20 00.22500(W) AD(       ) 1
 OT0740  NGVD 29 (07/19/86)  851.4    (m)         2793.     (f) VERT ANG       
 OT0740
 OT0740.Superseded values are not recommended for survey control.
 OT0740
 OT0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0740.See file dsdata.pdf to determine how the superseded data were derived.
 OT0740
 OT0740_MARKER: DS = TRIANGULATION STATION DISK
 OT0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0740_STAMPING: ROBERTS 1934
 OT0740_MARK LOGO: CGS
 OT0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0740+STABILITY: SURFACE MOTION
 OT0740
 OT0740  HISTORY     - Date     Condition        Report By
 OT0740  HISTORY     - 1934     MONUMENTED       CGS
 OT0740
 OT0740                          STATION DESCRIPTION
 OT0740
 OT0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0740'THE STATION IS LOCATED ABOUT 6-1/2 MILES W OF CONATA, A SMALL
 OT0740'TOWN ON THE CHICAGO, MINNEAPOLIS, ST. PAUL AND PACIFIC RAILROAD,
 OT0740'AND 2 MILES N OF THE CHICAGO, MINNEAPOLIS, ST. PAUL AND PACIFIC
 OT0740'RAILROAD TRACKS AND STATE HIGHWAY 40.  IT IS ON THE N END
 OT0740'AND HIGHEST POINT OF A GRASS-COVERED BUTTE.
 OT0740'
 OT0740'IT IS IN SEC. 28 (APPROXIMATELY), T 3 S, R 15 E.
 OT0740'
 OT0740'THE STATION MARK PROJECTS 4 INCHES AND IS 48 FEET E OF THE W
 OT0740'EDGE OF BUTTE, 56 FEET S OF N EDGE, AND 86 FEET E OF W EDGE.
 OT0740'
 OT0740'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0740'BRONZE DISKS SET IN CONCRETE.
 OT0740'
 OT0740'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS SSE OF THE
 OT0740'STATION.
 OT0740'
 OT0740'REFERENCE MARK NO. 2 PROJECTS 1 INCH AND IS WNW OF THE STATION.
 OT0740'
 OT0740'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS SW OF THE STATION.
 OT0740'IT IS 6 FEET NE OF A SW CORNER OF A FENCED-IN FIELD.
 OT0740'
 OT0740'TO REACH THE STATION FROM CONATA, A SMALL TOWN ON THE CHICAGO,
 OT0740'MINNEAPOLIS, ST. PAUL AND PACIFIC RAILROAD, GO S FROM THE
 OT0740'POST OFFICE 0.5 MILE TO HIGHWAY, SOUTH DAKOTA 40.  HERE TURN
 OT0740'W AND FOLLOW THIS ROAD 7.9 MILES TO AN UNIMPROVED ROAD ON THE
 OT0740'RIGHT.  (THIS POINT IS 150 YARDS, W OF A SMALL RAILROAD
 OT0740'TRESTLE).  HERE TURN RIGHT, N, CROS RAILROAD TRACKS, AND FOLLOW
 OT0740'POORLY GRADED SECTION-LINE ROAD N 0.8 MILE TO A GATE.  PASS
 OT0740'THROUGH GATE AND CONTINUE N 0.7 MILE TO A FENCE CORNER ON
 OT0740'THE RIGHT SIDE OF ROAD.  (AZIMUTH MARK IS AT THIS POINT.)
 OT0740'HERE TURN RIGHT, E, AND FOLLOW FENCE E AND THEN N 0.6 MILE
 OT0740'TO CHAS. W. ROBERTS HOUSE AND BUILDINGS AT W FOOT OF STATION
 OT0740'BUTTE.  FROM RANCH PACK E UP TRAIL TO TOP OF BUTTE AND
 OT0740'STATION.  A 5-MINUTE PACK WITH A HEAVY LOAD.
 OT0740'
 OT0740'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0454 ***********************************************************************
 PV0454  DESIGNATION -  ROBINSON
 PV0454  PID         -  PV0454
 PV0454  STATE/COUNTY-  SD/BUTTE
 PV0454  COUNTRY     -  US
 PV0454  USGS QUAD   -  SLAUGHTER RESERVOIR (2017)
 PV0454
 PV0454                         *CURRENT SURVEY CONTROL
 PV0454  ______________________________________________________________________
 PV0454* NAD 83(1996) POSITION- 44 39 15.99349(N) 104 02 11.77545(W)   ADJUSTED
 PV0454* NAVD 88 ORTHO HEIGHT -  1115.    (meters)     3658.    (feet) SCALED
 PV0454  ______________________________________________________________________
 PV0454  GEOID HEIGHT    -        -14.841 (meters)                     GEOID18
 PV0454  LAPLACE CORR    -         -7.71  (seconds)                    DEFLEC18
 PV0454  HORZ ORDER      -  SECOND
 PV0454
 PV0454.The horizontal coordinates were established by classical geodetic methods
 PV0454.and adjusted by the National Geodetic Survey in January 1998.
 PV0454
 PV0454.The orthometric height was scaled from a topographic map.
 PV0454
 PV0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0454.GEOID18 height accuracy estimate available here.
 PV0454
 PV0454.Click photographs - Photos may exist for this station.
 PV0454
 PV0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0454
 PV0454. The following values were computed from the NAD 83(1996) position.
 PV0454
 PV0454;                    North         East     Units Scale Factor Converg.
 PV0454;SPC SD N     -    99,223.815   279,963.781   MT  0.99996295   -2 51 24.7
 PV0454;SPC SD N     -   325,536.80    918,514.50   sFT  0.99996295   -2 51 24.7
 PV0454;SPC WY E     -   462,086.819   289,630.263   MT  1.00003626   +0 47 39.5
 PV0454;SPC WY E     - 1,516,029.84    950,228.62   sFT  1.00003626   +0 47 39.5
 PV0454;UTM  13      - 4,945,015.893   576,385.381   MT  0.99967175   +0 40 37.7
 PV0454
 PV0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0454!SPC SD N     -   0.99982761  x   0.99996295  =   0.99979056
 PV0454!SPC WY E     -   0.99982761  x   1.00003626  =   0.99986386
 PV0454!UTM  13      -   0.99982761  x   0.99967175  =   0.99949941
 PV0454
 PV0454:                Primary Azimuth Mark                     Grid Az
 PV0454:SPC SD N     -  BOUNDARY MP 117 SD WY                    342 22 18.4
 PV0454:SPC WY E     -  BOUNDARY MP 117 SD WY                    338 43 14.2
 PV0454:UTM  13      -  BOUNDARY MP 117 SD WY                    338 50 16.0
 PV0454
 PV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7638545015(NAD 83)
 PV0454
 PV0454|---------------------------------------------------------------------|
 PV0454| PID    Reference Object                     Distance      Geod. Az  |
 PV0454|                                                           dddmmss.s |
 PV0454| CQ4806 ROBINSON RM 1                         8.897 METERS 11342     |
 PV0454| CQ4807 ROBINSON RM 2                        16.490 METERS 24846     |
 PV0454| PV0453 BOUNDARY MP 117 SD WY               APPROX. 4.4 KM 3393053.7 |
 PV0454|---------------------------------------------------------------------|
 PV0454
 PV0454                          SUPERSEDED SURVEY CONTROL
 PV0454
 PV0454  NAD 83(1993)-  44 39 15.98847(N)    104 02 11.77810(W) AD(       ) 2
 PV0454  NAD 83(1986)-  44 39 15.98135(N)    104 02 11.76877(W) AD(       ) 2
 PV0454  NAD 27      -  44 39 16.04070(N)    104 02 10.00620(W) AD(       ) 2
 PV0454
 PV0454.Superseded values are not recommended for survey control.
 PV0454
 PV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0454.See file dsdata.pdf to determine how the superseded data were derived.
 PV0454
 PV0454_MARKER: DS = TRIANGULATION STATION DISK
 PV0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0454_STAMPING: ROBINSON 1962
 PV0454_MARK LOGO: CGS
 PV0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0454+STABILITY: SURFACE MOTION
 PV0454
 PV0454  HISTORY     - Date     Condition        Report By
 PV0454  HISTORY     - 1962     MONUMENTED       CGS
 PV0454
 PV0454                          STATION DESCRIPTION
 PV0454
 PV0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PV0454'THE STATION IS 9 MILES WEST AND 1 MILE SOUTH OF BELLE FOURCHE,
 PV0454'1 MILE EAST OF THE WYOMING-SOUTH DAKOTA STATE LINE, IN SECTION
 PV0454'18, R 1 E, T 8 N, AND ON PROPERTY OWNED BY MR. E.S. ROBINSON.
 PV0454'
 PV0454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 PV0454'U.S. HIGHWAY 85, ABOUT 1-1/2 MILES SOUTH OF BELLE FOURCHE, GO
 PV0454'WESTERLY ON HIGHWAY 34 FOR 7.6 MILES TO A SIDE ROAD LEFT AND
 PV0454'A SIGN REDWATER.  CONTINUE WESTERLY ON HIGHWAY 34 FOR 1.3
 PV0454'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, AND GO 0.2 MILE
 PV0454'TO A SIDE ROAD LEFT AND GATES ACROSS BOTH ROADS.  TURN LEFT,
 PV0454'WEST, AND GO 0.1 MILE TO A SIDE ROAD RIGHT AND A BUMPER GATE
 PV0454'ACROSS THE SIDE ROAD.  TURN RIGHT, NORTH, AND GO 0.2 MILE TO
 PV0454'A GATE.  PASS THROUGH THE GATE AND FOLLOW THE ROAD BETWEEN
 PV0454'THE HOUSE AND THE BARN AND GO 0.9 MILE TO THE TOP OF THE RIDGE
 PV0454'AND A VERY DIM TRACK ROAD LEFT, 60 FEET BEFORE COMING TO A
 PV0454'GATE.  TURN LEFT, WEST, AND GO ALONG THE SOUTH SIDE OF A
 PV0454'FENCE FOR 0.2 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT, EAST
 PV0454'AND GO 0.05 MILE TO THE TOP OF THE RIDGE.  TURN LEFT AND FOLLOW
 PV0454'THE TRACK ROAD LEFT, EAST, FOR 0.1 MILE TO EDGE OF BLUFF AND
 PV0454'THE STATION.
 PV0454'
 PV0454'THE STATION, STANDARD DISKS STAMPED ROBINSON 1962, IS ON THE
 PV0454'EAST EDGE OF A NORTH-SOUTH RIDGE.  THE SURFACE DISK IS SET
 PV0454'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES
 PV0454'ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET NORTH OF
 PV0454'THE EDGE OF THE BLUFF.  THE UNDERGROUND DISK IS SET IN AN
 PV0454'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 PV0454'THE GROUND.
 PV0454'
 PV0454'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROBINSON NO 1
 PV0454'1962, IS SET IN A DRILLHOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 PV0454'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 PV0454'
 PV0454'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROBINSON NO 2
 PV0454'1962, IS SET IN A DRILLHOLE IN OUTCROPPING BEDROCK.  IT IS
 PV0454'ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION.
 PV0454'
 PV0454'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PV0454'
 PV0454'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0690 ***********************************************************************
 OS0690  DESIGNATION -  ROCK
 OS0690  PID         -  OS0690
 OS0690  STATE/COUNTY-  SD/MELLETTE
 OS0690  COUNTRY     -  US
 OS0690  USGS QUAD   -  CARTER (2017)
 OS0690
 OS0690                         *CURRENT SURVEY CONTROL
 OS0690  ______________________________________________________________________
 OS0690* NAD 83(1996) POSITION- 43 23 59.45950(N) 100 13 51.11356(W)   ADJUSTED
 OS0690* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 OS0690  ______________________________________________________________________
 OS0690  GEOID HEIGHT    -        -24.645 (meters)                     GEOID18
 OS0690  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC18
 OS0690  HORZ ORDER      -  SECOND
 OS0690
 OS0690.The horizontal coordinates were established by classical geodetic methods
 OS0690.and adjusted by the National Geodetic Survey in January 1998.
 OS0690
 OS0690.The orthometric height was scaled from a topographic map.
 OS0690
 OS0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0690.GEOID18 height accuracy estimate available here.
 OS0690
 OS0690.Click photographs - Photos may exist for this station.
 OS0690
 OS0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0690
 OS0690. The following values were computed from the NAD 83(1996) position.
 OS0690
 OS0690;                    North         East     Units Scale Factor Converg.
 OS0690;SPC SD S     -   118,485.361   608,300.278   MT  0.99991411   +0 04 14.5
 OS0690;SPC SD S     -   388,730.72  1,995,731.83   sFT  0.99991411   +0 04 14.5
 OS0690;UTM  14      - 4,805,954.668   400,326.792   MT  0.99972221   -0 50 44.8
 OS0690
 OS0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0690!SPC SD S     -   0.99989389  x   0.99991411  =   0.99980801
 OS0690!UTM  14      -   0.99989389  x   0.99972221  =   0.99961613
 OS0690
 OS0690:                Primary Azimuth Mark                     Grid Az
 OS0690:SPC SD S     -  ROCK AZ MK                               114 12 26.4
 OS0690:UTM  14      -  ROCK AZ MK                               115 07 25.7
 OS0690
 OS0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP0032605954(NAD 83)
 OS0690
 OS0690|---------------------------------------------------------------------|
 OS0690| PID    Reference Object                     Distance      Geod. Az  |
 OS0690|                                                           dddmmss.s |
 OS0690| CO3611 ROCK AZ MK                                         1141640.9 |
 OS0690| CO3612 ROCK RM 1                             8.580 METERS 17253     |
 OS0690| OS0696 OKREEK CATH CH CUPOLA               APPROX.13.0 KM 2524517.5 |
 OS0690| CO3613 ROCK RM 2                            11.976 METERS 28958     |
 OS0690|---------------------------------------------------------------------|
 OS0690
 OS0690                          SUPERSEDED SURVEY CONTROL
 OS0690
 OS0690  NAD 83(1995)-  43 23 59.45644(N)    100 13 51.11964(W) AD(       ) 2
 OS0690  NAD 83(1986)-  43 23 59.45591(N)    100 13 51.12368(W) AD(       ) 2
 OS0690  NAD 27      -  43 23 59.46100(N)    100 13 49.63800(W) AD(       ) 2
 OS0690
 OS0690.Superseded values are not recommended for survey control.
 OS0690
 OS0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0690.See file dsdata.pdf to determine how the superseded data were derived.
 OS0690
 OS0690_MARKER: DS = TRIANGULATION STATION DISK
 OS0690_SETTING: 66 = SET IN ROCK OUTCROP
 OS0690_STAMPING: ROCK 1936
 OS0690_MARK LOGO: CGS
 OS0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0690+STABILITY: POSITION/ELEVATION WELL
 OS0690
 OS0690  HISTORY     - Date     Condition        Report By
 OS0690  HISTORY     - 1936     MONUMENTED       CGS
 OS0690
 OS0690                          STATION DESCRIPTION
 OS0690
 OS0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0690'STATION IS ABOUT 1-1/4 MILES AIRLINE, AND 2.1 MILES BY ROAD
 OS0690'NORTHWEST OF THE TOWN OF CARTER, ON THE SOUTHEAST POINT
 OS0690'OF RIDGE RUNNING SOUTHEAST AND NORTHWEST (THE HIGHEST GROUP
 OS0690'OF HILLS), 1.0 MILE NORTH OF U.S. HIGHWAY 18.  THE MARK IS
 OS0690'SET IN ROCK OUTCROP.  THERE IS NO UNDERGROUND MARK.
 OS0690'
 OS0690'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, SET
 OS0690'IN ROCK OUTCROP.
 OS0690'
 OS0690'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, SET
 OS0690'IN ROCK OUTCROP.  THE DISTANCE BETWEEN THE REFERENCE
 OS0690'MARKS IS 57.94 FEET.
 OS0690'
 OS0690'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION ON EAST SIDE
 OS0690'OF FARM ROAD AT POINT WHERE ROAD TURNS NORTHWEST TO STATION,
 OS0690'2 FEET NORTH OF FENCE POST AT NORTHWEST CORNER OF FIELD.
 OS0690'THE MARK IS AN INDIAN ALLOTMENT SURVEY MARK, BEING A 2-INCH
 OS0690'BRONZE CAP SET ON TOP OF A CAST IRON PIPE AND ENCASED IN
 OS0690'CONCRETE BLOCK.  THE MARK IS 0.6 MILE NORTH OF U.S. HIGHWAY
 OS0690'18.  IT PROJECTS 4 INCHES AND IS STAMPED INDIAN ALLOTMENT
 OS0690'CEN S 36 T 40 R 25 W 6 1909.
 OS0690'
 OS0690'TO REACH THE STATION FROM CARTER, GO WEST ON U.S. HIGHWAY
 OS0690'18, 1.0 MILE TO A DIM FARM ROAD NORTH, TURN NORTH ON FARM
 OS0690'ROAD AND GO 0.6 MILE TO GATE IN EAST-WEST FENCE LINE (AND
 OS0690'AZIMUTH MARK).  PASS THROUGH GATE AND BEAR NORTHWEST FOR
 OS0690'0.5 MILE TO NORTH SIDE OF HIGHEST HILL AND END OF TRUCK
 OS0690'TRAVEL.  PACK 40 PACES TO TOP OF HILL (SOUTH) AND STATION.
 OS0690'
 OS0690'SIGNALS SHOWN FROM THE GROUND AT OAK AND CARTER ARE VISIBLE
 OS0690'FROM THE GROUND AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1104 ***********************************************************************
 PU1104  DESIGNATION -  ROCK 2
 PU1104  PID         -  PU1104
 PU1104  STATE/COUNTY-  SD/BUTTE
 PU1104  COUNTRY     -  US
 PU1104  USGS QUAD   -  CASTLE ROCK (2017)
 PU1104
 PU1104                         *CURRENT SURVEY CONTROL
 PU1104  ______________________________________________________________________
 PU1104* NAD 83(1996) POSITION- 44 57 20.81516(N) 103 25 29.94453(W)   NO CHECK
 PU1104* NAVD 88 ORTHO HEIGHT -   965.14  (meters)     3166.5   (feet) RESET
 PU1104  ______________________________________________________________________
 PU1104  GEOID HEIGHT    -        -16.421 (meters)                     GEOID18
 PU1104  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC18
 PU1104  HORZ ORDER      -  THIRD
 PU1104  VERT ORDER      -  THIRD
 PU1104
 PU1104.The horizontal coordinates were established by classical geodetic methods
 PU1104.and adjusted by the National Geodetic Survey in January 1998.
 PU1104
 PU1104.No horizontal observational check was made to the station.
 PU1104
 PU1104.The orthometric height was computed from unverified reset data.
 PU1104
 PU1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1104.GEOID18 height accuracy estimate available here.
 PU1104
 PU1104.Click photographs - Photos may exist for this station.
 PU1104
 PU1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1104
 PU1104. The following values were computed from the NAD 83(1996) position.
 PU1104
 PU1104;                    North         East     Units Scale Factor Converg.
 PU1104;SPC SD N     -   130,444.577   329,839.865   MT  0.99994049   -2 25 26.4
 PU1104;SPC SD N     -   427,966.92  1,082,149.62   sFT  0.99994049   -2 25 26.4
 PU1104;UTM  13      - 4,979,244.966   624,230.797   MT  0.99978977   +1 06 46.7
 PU1104
 PU1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1104!SPC SD N     -   0.99985127  x   0.99994049  =   0.99979177
 PU1104!UTM  13      -   0.99985127  x   0.99978977  =   0.99964108
 PU1104
 PU1104:                Primary Azimuth Mark                     Grid Az
 PU1104:SPC SD N     -  ROCK 2 AZ MK                             184 54 20.1
 PU1104:UTM  13      -  ROCK 2 AZ MK                             181 22 07.0
 PU1104
 PU1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2423079244(NAD 83)
 PU1104
 PU1104|---------------------------------------------------------------------|
 PU1104| PID    Reference Object                     Distance      Geod. Az  |
 PU1104|                                                           dddmmss.s |
 PU1104| PU1105 ROCK 2 RM 3                          15.615 METERS 00046     |
 PU1104| PU1102 ROCK                                 59.610 METERS 09043     |
 PU1104| CQ4808 ROCK AZ MK                                         1794831.8 |
 PU1104| PU1106 ROCK 2 RM 4                          14.990 METERS 18046     |
 PU1104| CQ4809 ROCK 2 AZ MK                                       1822853.7 |
 PU1104|---------------------------------------------------------------------|
 PU1104
 PU1104                          SUPERSEDED SURVEY CONTROL
 PU1104
 PU1104  NAD 83(1993)-  44 57 20.80960(N)    103 25 29.94267(W) AD(       ) 3
 PU1104  NAD 83(1986)-  44 57 20.80520(N)    103 25 29.93989(W) AD(       ) 3
 PU1104  NAD 27      -  44 57 20.84250(N)    103 25 28.26840(W) AD(       ) 3
 PU1104  NGVD 29             964.66   (m)         3164.9    (f) LEVELING    3  
 PU1104
 PU1104.Superseded values are not recommended for survey control.
 PU1104
 PU1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1104.See file dsdata.pdf to determine how the superseded data were derived.
 PU1104
 PU1104_MARKER: DS = TRIANGULATION STATION DISK
 PU1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1104_STAMPING: ROCK 2 1967
 PU1104_MARK LOGO: CGS
 PU1104_PROJECTION: FLUSH
 PU1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1104+STABILITY: SURFACE MOTION
 PU1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1104+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 PU1104
 PU1104  HISTORY     - Date     Condition        Report By
 PU1104  HISTORY     - 1967     MONUMENTED       CGS
 PU1104  HISTORY     - 1967     GOOD             CGS
 PU1104  HISTORY     - 20200813 GOOD             SDDT
 PU1104
 PU1104                          STATION DESCRIPTION
 PU1104
 PU1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PU1104'THE STATION IS ABOUT 16.5 MILES NORTH OF NEWELL, ABOUT 0.6 MILE
 PU1104'SOUTH OF THE CASTLE ROCK POST OFFICE, NEAR THE EAST SIDE OF THE
 PU1104'SE 1/4 SEC. 31, T. 12 N, R. 6 E. AND IS JUST WEST OF THE RIGHT
 PU1104'OF WAY OF STATE HIGHWAY 79.
 PU1104'
 PU1104'TO REACH THE STATION FROM THE CASTLE ROCK POST OFFICE GO SOUTH ON
 PU1104'STATE HIGHWAY 79 FOR 0.6 MILE TO TOP OF LOW HILL AND STATION ON
 PU1104'THE RIGHT.
 PU1104'
 PU1104'THE STATION MARK IS ACROSS THE HIGHWAY FROM A ROAD LEADING EAST,
 PU1104'ABOUT 170 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET
 PU1104'NORTH OF A METAL WITENSS POST.  THE MARK IS FLUSH AND THE DISK
 PU1104'IS STAMPED ROCK 2 1967.
 PU1104'
 PU1104'R.M. NO. 3 IS NORTH OF THE STATION, ABOUT 170 FEET WEST OF THE
 PU1104'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 3 INCHES AND
 PU1104'THE DISK IS STAMPED ROCK 2 NO 3 1967.
 PU1104'
 PU1104'R.M. NO. 4 IS SOUTH OF THE STATION AND IS ABOUT 170 FEET WEST OF
 PU1104'THE CENTERLINE OF THE NEW HIGHWAY.  THE MARK PROJECTS 2 INCHES AND
 PU1104'THE DISK IS STAMPED ROCK 2 NO 4 1967.
 PU1104'
 PU1104'THE AZIMUTH MARK IS ON THE SOUTHEAST SLOPE OF A SMALL KNOLL,
 PU1104'ABOUT 220 FEET WEST OF THE CENTERLINE OF THE NEW HIGHWAY AND 2
 PU1104'FEET NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 PU1104'AND THE DISK IS STAMPED ROCK 2 1967.
 PU1104
 PU1104                          STATION RECOVERY (1967)
 PU1104
 PU1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 PU1104'0.6 MI S FROM CASTLE ROCK.
 PU1104'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1104'AT CASTLE ROCK, AT A SIDE ROAD LEADING EAST, AT THE CREST OF
 PU1104'A LOW HILL, ABOUT 170 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PU1104'2 FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF
 PU1104'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 PU1104
 PU1104                          STATION RECOVERY (2020)
 PU1104
 PU1104'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1104'SIDE ROAD NOTED IN CGS DESCRIPTION IS NOW NAMED ERK ROAD.  WITNESS
 PU1104'POST IS IN PLACE BUT THE SIGN IS GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1105 ***********************************************************************
 PU1105  DESIGNATION -  ROCK 2 RM 3
 PU1105  PID         -  PU1105
 PU1105  STATE/COUNTY-  SD/BUTTE
 PU1105  COUNTRY     -  US
 PU1105  USGS QUAD   -  CASTLE ROCK (2017)
 PU1105
 PU1105                         *CURRENT SURVEY CONTROL
 PU1105  ______________________________________________________________________
 PU1105* NAD 83(1986) POSITION- 44 57 21.32   (N) 103 25 29.94   (W)   HD_HELD1
 PU1105* NAVD 88 ORTHO HEIGHT -   965.21  (meters)     3166.7   (feet) RESET
 PU1105  ______________________________________________________________________
 PU1105  GEOID HEIGHT    -        -16.421 (meters)                     GEOID18
 PU1105  VERT ORDER      -  THIRD
 PU1105
 PU1105.The horizontal coordinates were determined by differentially corrected
 PU1105.hand held GPS observations or other comparable positioning techniques
 PU1105.and have an estimated accuracy of +/- 3 meters.
 PU1105
 PU1105.The orthometric height was computed from unverified reset data.
 PU1105
 PU1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1105.GEOID18 height accuracy estimate available here.
 PU1105
 PU1105.Click photographs - Photos may exist for this station.
 PU1105
 PU1105;                    North         East    Units  Estimated Accuracy
 PU1105;SPC SD N     -   130,460.1     329,840.6     MT  (+/- 3 meters HH1 GPS) 
 PU1105
 PU1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2423079260(NAD 83)
 PU1105
 PU1105                          SUPERSEDED SURVEY CONTROL
 PU1105
 PU1105.No superseded survey control is available for this station.
 PU1105
 PU1105_MARKER: DR = REFERENCE MARK DISK
 PU1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1105_STAMPING: ROCK 2 NO 3 1967
 PU1105_MARK LOGO: CGS
 PU1105_PROJECTION: PROJECTING 8 CENTIMETERS
 PU1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1105+STABILITY: SURFACE MOTION
 PU1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1105+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 PU1105
 PU1105  HISTORY     - Date     Condition        Report By
 PU1105  HISTORY     - 1967     MONUMENTED       CGS
 PU1105  HISTORY     - 20200813 GOOD             SDDT
 PU1105
 PU1105                          STATION DESCRIPTION
 PU1105
 PU1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PU1105'0.6 MI S FROM CASTLE ROCK.
 PU1105'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1105'AT CASTLE ROCK, AT A SIDE ROAD LEADING EAST, AT THE CREST OF
 PU1105'A SMALL HILL, ABOUT 170 FEET WEST OF THE CENTERLINE OF THE
 PU1105'HIGHWAY, 51.23 FEET NORTH OF TRIANGULATION STATION ROCK 2 AND
 PU1105'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.
 PU1105
 PU1105                          STATION RECOVERY (2020)
 PU1105
 PU1105'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1105'SIDE ROAD NOTED BY CGS IS NOW NAMED ERK ROAD, A T POST GUARDS THE
 PU1105'MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1106 ***********************************************************************
 PU1106  DESIGNATION -  ROCK 2 RM 4
 PU1106  PID         -  PU1106
 PU1106  STATE/COUNTY-  SD/BUTTE
 PU1106  COUNTRY     -  US
 PU1106  USGS QUAD   -  CASTLE ROCK (2017)
 PU1106
 PU1106                         *CURRENT SURVEY CONTROL
 PU1106  ______________________________________________________________________
 PU1106* NAD 83(1986) POSITION- 44 57 20.33   (N) 103 25 29.95   (W)   HD_HELD1
 PU1106* NAVD 88 ORTHO HEIGHT -   964.89  (meters)     3165.6   (feet) RESET
 PU1106  ______________________________________________________________________
 PU1106  GEOID HEIGHT    -        -16.421 (meters)                     GEOID18
 PU1106  VERT ORDER      -  THIRD
 PU1106
 PU1106.The horizontal coordinates were determined by differentially corrected
 PU1106.hand held GPS observations or other comparable positioning techniques
 PU1106.and have an estimated accuracy of +/- 3 meters.
 PU1106
 PU1106.The orthometric height was computed from unverified reset data.
 PU1106
 PU1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1106.GEOID18 height accuracy estimate available here.
 PU1106
 PU1106.Click photographs - Photos may exist for this station.
 PU1106
 PU1106;                    North         East    Units  Estimated Accuracy
 PU1106;SPC SD N     -   130,429.6     329,839.1     MT  (+/- 3 meters HH1 GPS) 
 PU1106
 PU1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2423079229(NAD 83)
 PU1106
 PU1106                          SUPERSEDED SURVEY CONTROL
 PU1106
 PU1106.No superseded survey control is available for this station.
 PU1106
 PU1106_MARKER: DR = REFERENCE MARK DISK
 PU1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1106_STAMPING: ROCK 2 NO 4 1967
 PU1106_MARK LOGO: CGS
 PU1106_PROJECTION: PROJECTING 5 CENTIMETERS
 PU1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1106+STABILITY: SURFACE MOTION
 PU1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1106+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 PU1106
 PU1106  HISTORY     - Date     Condition        Report By
 PU1106  HISTORY     - 1967     MONUMENTED       CGS
 PU1106  HISTORY     - 20200813 GOOD             SDDT
 PU1106
 PU1106                          STATION DESCRIPTION
 PU1106
 PU1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PU1106'0.6 MI S FROM CASTLE ROCK.
 PU1106'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1106'AT CASTLE ROCK, AT A SIDE ROAD LEADING EAST, AT THE SUMMIT
 PU1106'OF A LOW HILL, ABOUT 170 FEET WEST OF THE CENTERLINE OF THE
 PU1106'HIGHWAY, 49.18 FEET SOUTH OF TRIANGULATION STATION ROCK 2 AND
 PU1106'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PU1106
 PU1106                          STATION RECOVERY (2020)
 PU1106
 PU1106'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1106'SIDE ROAD NOTED BY CGS IS NOW NAMED ERK ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0656 ***********************************************************************
 PS0656  DESIGNATION -  ROCKHAM MUNICIPAL TANK
 PS0656  PID         -  PS0656
 PS0656  STATE/COUNTY-  SD/FAULK
 PS0656  COUNTRY     -  US
 PS0656  USGS QUAD   -  ROCKHAM (2017)
 PS0656
 PS0656                         *CURRENT SURVEY CONTROL
 PS0656  ______________________________________________________________________
 PS0656* NAD 83(1996) POSITION- 44 54 17.87273(N) 098 49 24.27941(W)   ADJUSTED
 PS0656  ______________________________________________________________________
 PS0656  GEOID HEIGHT    -        -24.168 (meters)                     GEOID18
 PS0656  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 PS0656  HORZ ORDER      -  THIRD
 PS0656
 PS0656.The horizontal coordinates were established by classical geodetic methods
 PS0656.and adjusted by the National Geodetic Survey in January 1998.
 PS0656
 PS0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0656.GEOID18 height accuracy estimate available here.
 PS0656
 PS0656.Click photographs - Photos may exist for this station.
 PS0656
 PS0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0656
 PS0656. The following values were computed from the NAD 83(1996) position.
 PS0656
 PS0656;                    North         East     Units Scale Factor Converg.
 PS0656;SPC SD N     -   119,757.127   692,914.926   MT  0.99994235   +0 49 57.8
 PS0656;SPC SD N     -   392,903.17  2,273,338.39   sFT  0.99994235   +0 49 57.8
 PS0656;UTM  14      - 4,972,408.431   513,940.907   MT  0.99960239   +0 07 28.8
 PS0656
 PS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1394072408(NAD 83)
 PS0656
 PS0656                          SUPERSEDED SURVEY CONTROL
 PS0656
 PS0656  NAD 83(1986)-  44 54 17.87425(N)    098 49 24.28251(W) AD(       ) 3
 PS0656  NAD 27      -  44 54 17.96000(N)    098 49 22.91500(W) AD(       ) 3
 PS0656
 PS0656.Superseded values are not recommended for survey control.
 PS0656
 PS0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0656.See file dsdata.pdf to determine how the superseded data were derived.
 PS0656
 PS0656_MARKER: 53 = ELEVATED TANK
 PS0656
 PS0656  HISTORY     - Date     Condition        Report By
 PS0656  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0656  HISTORY     - 1935     GOOD             CGS
 PS0656
 PS0656                          STATION DESCRIPTION
 PS0656
 PS0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0656'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 PS0656'TANK, LOCATED 1 BLOCK E OF MAIN STREET.  HEIGHT 125 FEET.
 PS0656'ERECTED IN 1925.
 PS0656'
 PS0656'STATION WAS OBSERVED FROM WESLEY, HULBERT, REDFIELD, BALD,
 PS0656'LINN, GROVE, AND ZELL.
 PS0656
 PS0656                          STATION RECOVERY (1935)
 PS0656
 PS0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0656'THIS STATION IS THE CENTER OF THE ROCKHAM MUNICIPAL WATER
 PS0656'TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL
 PS0656'TOP WITH A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR LEGS AND
 PS0656'HAS A PLATFORM AT THE TOP OF THE LEGS.  IT IS A CYLINDRICAL
 PS0656'WOOD STAVE FEED PIPE HOUSING.  THE ENTIRE STRUCTURE IS PAINTED
 PS0656'BLACK.  IT IS ABOUT 125 FEET HIGH AND IS VERY PROMINENT.
 PS0656'IT WAS ERECTED IN 1925.
 PS0656'
 PS0656'THE TANK IS IN THE NORTHEASTERN PART OF ROCKHAM, ABOUT 100
 PS0656'FEET S OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK AND ABOUT
 PS0656'ON THE EXTENSION OF THE CENTER LINE OF THE FIRST STREET E OF
 PS0656'THE MAIN STREET OF TOWN, ABOUT 40 FEET N OF THE CENTER LINE
 PS0656'OF A STREET, AND ABOUT 1/2 MILE N OF U.S. HIGHWAY 212 WHICH IS
 PS0656'THE FAULK-HAND COUNTY LINE.
 PS0656'
 PS0656'THE STATION WAS OBSERVED FROM WESLEY, HULBERT, REDFIELD, BALD,
 PS0656'LINN, GROVE, ZELL, AND BRILL IN 1934 AND FROM BALD, GROVE,
 PS0656'LINN, ZELL, ARCADE, AND LAFOON IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0698 ***********************************************************************
 PS0698  DESIGNATION -  ROCKY
 PS0698  PID         -  PS0698
 PS0698  STATE/COUNTY-  SD/HAND
 PS0698  COUNTRY     -  US
 PS0698  USGS QUAD   -  MACS CORNER NE (2017)
 PS0698
 PS0698                         *CURRENT SURVEY CONTROL
 PS0698  ______________________________________________________________________
 PS0698* NAD 83(1996) POSITION- 44 24 12.14490(N) 099 16 30.48836(W)   ADJUSTED
 PS0698* NAVD 88 ORTHO HEIGHT -   666.    (meters)     2185.    (feet) SCALED
 PS0698  ______________________________________________________________________
 PS0698  GEOID HEIGHT    -        -24.228 (meters)                     GEOID18
 PS0698  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 PS0698  HORZ ORDER      -  SECOND
 PS0698
 PS0698.The horizontal coordinates were established by classical geodetic methods
 PS0698.and adjusted by the National Geodetic Survey in January 1998.
 PS0698
 PS0698.The orthometric height was scaled from a topographic map.
 PS0698
 PS0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0698.GEOID18 height accuracy estimate available here.
 PS0698
 PS0698.Click photographs - Photos may exist for this station.
 PS0698
 PS0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0698
 PS0698. The following values were computed from the NAD 83(1996) position.
 PS0698
 PS0698;                    North         East     Units Scale Factor Converg.
 PS0698;SPC SD N     -    63,602.998   657,742.650   MT  1.00000257   +0 30 46.9
 PS0698;SPC SD N     -   208,670.84  2,157,944.01   sFT  1.00000257   +0 30 46.9
 PS0698;UTM  14      - 4,916,713.051   478,091.239   MT  0.99960590   -0 11 33.1
 PS0698
 PS0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0698!SPC SD N     -   0.99989932  x   1.00000257  =   0.99990189
 PS0698!UTM  14      -   0.99989932  x   0.99960590  =   0.99950526
 PS0698
 PS0698:                Primary Azimuth Mark                     Grid Az
 PS0698:SPC SD N     -  ROCKY AZ MK                              053 22 12.3
 PS0698:UTM  14      -  ROCKY AZ MK                              054 04 32.3
 PS0698
 PS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7809116713(NAD 83)
 PS0698
 PS0698|---------------------------------------------------------------------|
 PS0698| PID    Reference Object                     Distance      Geod. Az  |
 PS0698|                                                           dddmmss.s |
 PS0698| CO5993 ROCKY AZ MK                                        0535259.2 |
 PS0698| CO5994 ROCKY RM 1                           15.031 METERS 06630     |
 PS0698| CO5995 ROCKY RM 2                           12.708 METERS 20222     |
 PS0698|---------------------------------------------------------------------|
 PS0698
 PS0698                          SUPERSEDED SURVEY CONTROL
 PS0698
 PS0698  NAD 83(1986)-  44 24 12.14227(N)    099 16 30.49482(W) AD(       ) 2
 PS0698  NAD 27      -  44 24 12.19400(N)    099 16 29.11500(W) AD(       ) 2
 PS0698
 PS0698.Superseded values are not recommended for survey control.
 PS0698
 PS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0698.See file dsdata.pdf to determine how the superseded data were derived.
 PS0698
 PS0698_MARKER: DS = TRIANGULATION STATION DISK
 PS0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0698_STAMPING: ROCKY 1951
 PS0698_MARK LOGO: CGS
 PS0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0698+STABILITY: SURFACE MOTION
 PS0698
 PS0698  HISTORY     - Date     Condition        Report By
 PS0698  HISTORY     - 1951     MONUMENTED       CGS
 PS0698
 PS0698                          STATION DESCRIPTION
 PS0698
 PS0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0698'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF HIGHMORE
 PS0698'AND 8-1/2 MILES SOUTH SOUTHWEST OF REE HEIGHTS ON THE HIGHEST
 PS0698'POINT IN ROLLING AND ROCKY PASTURE LAND.  STATION IS 3.5 FEET
 PS0698'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 PS0698'AND THE DISK IS STAMPED ROCKY 1951.
 PS0698'
 PS0698'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND THE DISK
 PS0698'IS STAMPED ROCKY NO 1 1951.
 PS0698'
 PS0698'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS
 PS0698'STAMPED ROCKY NO 2 1951.
 PS0698'
 PS0698'AZIMUTH MARK IS 7 FEET NORTHWEST OF WITNESS POST.  THE MARK
 PS0698'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ROCKY 1951.
 PS0698'
 PS0698'TO REACH FROM THE POST OFFICE IN REE HEIGHTS GO SOUTH ON THE
 PS0698'MAIN STREET FOR 0.1 MILE TO CROSS STREETS.  TURN RIGHT AND GO
 PS0698'WEST FOR 0.3 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH ON
 PS0698'MAIN GRAVEL ROAD FOR 4.0 MILES TO SIDE ROAD RIGHT.  TURN RIGHT
 PS0698'AND GO SOUTH AND WEST ON MAIN ROAD FOR 4.2 MILES TO T ROAD.
 PS0698'TURN RIGHT, PASSING SCHOOL HOUSE, AND GO WEST AND SOUTH FOR
 PS0698'1.1 MILES TO DRIVEWAY ON RIGHT.  TURN RIGHT ON DRIVEWAY AND
 PS0698'PASS THROUGH TWO GATES JUST NORTH OF BARN AND GO WEST
 PS0698'NORTHWEST FOR 0.15 MILE TO GATE IN NORTHWEST CORNER OF FIELD.
 PS0698'PASS THROUGH GATE AND GO WEST ALONG SOUTH SIDE OF FENCE
 PS0698'FOR 0.4 MILE TO GATE.  TURN RIGHT THROUGH GATE AND GO
 PS0698'NORTHERLY UP HILL FOR 0.45 MILE TO AZIMUTH MARK ON LEFT
 PS0698'OR WEST SIDE OF TRACK ROAD AS DESCRIBED.  CONTINUE
 PS0698'NORTHWESTERLY FOR 0.4 MILE TO WIRE GATE.  PASS THROUGH GATE
 PS0698'AND GO SOUTHWEST ACROSS PASTURE FOR 0.65 MILE TO
 PS0698'STATION ON HIGHEST POINT AS DESCRIBED.
 PS0698'
 PS0698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0454 ***********************************************************************
 QT0454  DESIGNATION -  ROCKY
 QT0454  PID         -  QT0454
 QT0454  STATE/COUNTY-  SD/PERKINS
 QT0454  COUNTRY     -  US
 QT0454  USGS QUAD   -  GRANDMAS BUTTE (2017)
 QT0454
 QT0454                         *CURRENT SURVEY CONTROL
 QT0454  ______________________________________________________________________
 QT0454* NAD 83(1996) POSITION- 45 36 57.57538(N) 102 42 59.37534(W)   ADJUSTED
 QT0454* NAVD 88 ORTHO HEIGHT -   906.    (meters)     2972.    (feet) SCALED
 QT0454  ______________________________________________________________________
 QT0454  GEOID HEIGHT    -        -17.577 (meters)                     GEOID18
 QT0454  LAPLACE CORR    -         -6.32  (seconds)                    DEFLEC18
 QT0454  HORZ ORDER      -  SECOND
 QT0454
 QT0454.The horizontal coordinates were established by classical geodetic methods
 QT0454.and adjusted by the National Geodetic Survey in January 1998.
 QT0454
 QT0454.The orthometric height was scaled from a topographic map.
 QT0454
 QT0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0454.GEOID18 height accuracy estimate available here.
 QT0454
 QT0454.Click photographs - Photos may exist for this station.
 QT0454
 QT0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0454
 QT0454. The following values were computed from the NAD 83(1996) position.
 QT0454
 QT0454;                    North         East     Units Scale Factor Converg.
 QT0454;SPC SD N     -   201,654.064   388,162.908   MT  0.99998770   -1 55 21.2
 QT0454;SPC SD N     -   661,593.37  1,273,497.81   sFT  0.99998770   -1 55 21.2
 QT0454;UTM  13      - 5,053,919.288   678,035.451   MT  0.99998971   +1 37 56.6
 QT0454
 QT0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0454!SPC SD N     -   0.99986066  x   0.99998770  =   0.99984837
 QT0454!UTM  13      -   0.99986066  x   0.99998971  =   0.99985037
 QT0454
 QT0454:                Primary Azimuth Mark                     Grid Az
 QT0454:SPC SD N     -  ROCKY AZ MK                              127 46 18.1
 QT0454:UTM  13      -  ROCKY AZ MK                              124 13 00.3
 QT0454
 QT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7803553919(NAD 83)
 QT0454
 QT0454|---------------------------------------------------------------------|
 QT0454| PID    Reference Object                     Distance      Geod. Az  |
 QT0454|                                                           dddmmss.s |
 QT0454| CQ9345 ROCKY RM 1                            9.197 METERS 01056     |
 QT0454| CQ9344 ROCKY AZ MK                                        1255056.9 |
 QT0454| CQ9346 ROCKY RM 2                            9.723 METERS 29107     |
 QT0454|---------------------------------------------------------------------|
 QT0454
 QT0454                          SUPERSEDED SURVEY CONTROL
 QT0454
 QT0454  NAD 83(1993)-  45 36 57.56575(N)    102 42 59.37329(W) AD(       ) 2
 QT0454  NAD 83(1986)-  45 36 57.56553(N)    102 42 59.37305(W) AD(       ) 2
 QT0454  NAD 27      -  45 36 57.59200(N)    102 42 57.79200(W) AD(       ) 2
 QT0454
 QT0454.Superseded values are not recommended for survey control.
 QT0454
 QT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0454.See file dsdata.pdf to determine how the superseded data were derived.
 QT0454
 QT0454_MARKER: DS = TRIANGULATION STATION DISK
 QT0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0454_STAMPING: ROCKY 1952
 QT0454_MARK LOGO: CGS
 QT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0454+STABILITY: SURFACE MOTION
 QT0454
 QT0454  HISTORY     - Date     Condition        Report By
 QT0454  HISTORY     - 1952     MONUMENTED       CGS
 QT0454  HISTORY     - 1954     GOOD             CGS
 QT0454
 QT0454                          STATION DESCRIPTION
 QT0454
 QT0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0454'THE STATION IS IN SECTION 12, T 19 N, R 11 E, ON THE SUMMIT OF
 QT0454'A HIGH ROCKY RIDGE TO THE SOUTH OF THE SOUTH FORK OF THE GRAND
 QT0454'RIVER, 12-1/2 MILES SOUTH AND 2-1/4 MILES WEST OF LODGEPOLE, 12
 QT0454'MILES WEST AND 7 MILES NORTH OF BISON, 9 FEET EAST OF A LARGE
 QT0454'PILE OF ROCKS AND 6.5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 QT0454'POST.
 QT0454'
 QT0454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8
 QT0454'AND A GRAVELED ROAD LEADING SOUTH TO THE TOWN OF BISON (1/2 MILE
 QT0454'NORTH OF TOWN) GO WEST OF ON STATE HIGHWAY 8 FOR 8.95 MILES
 QT0454'TO A CROSS ROAD, TURN RIGHT (NORTH) ON A GRAVELED FOR 6.1
 QT0454'MILES TO A TRACK ROAD ON THE LEFT, TURN LEFT (WEST) AND FOLLOW
 QT0454'THE TRACK ROAD ALONG THE NORTH SIDE OF A FENCE FOR 1.1 MILES TO
 QT0454'A GATE, GO THROUGH GATE AND CONTINUE DUE WEST ON A DIM TRACK
 QT0454'ROAD FOR 0.25 MILE TO A FENCE CORNER, GO LEFT (SOUTHWEST) ON A
 QT0454'FIRE-BREAK AND TRACK ROAD FOR 0.4 MILE TO A WIRE GATE, GO
 QT0454'THROUGH GATE AND CONTINUE WESTERLY FOR 0.25 MILE TO ANOTHER GATE
 QT0454'JUST BEFORE REACHING A DEEP DRAW, GO THROUGH GATE AND
 QT0454'CONTINUE WESTERLY ON THE TRACK ROAD FOR 2 MILES TO A
 QT0454'GATE AND THE AZIMUTH MARK AS DESCRIBED BELOW, GO DUE NORTHWEST
 QT0454'ACROSS PASTURE LAND FOR 0.3 MILE TO THE HIGHEST POINT
 QT0454'OF THE SOUTH END OF THE RIDGE AND THE STATION.
 QT0454'
 QT0454'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QT0454'ROCKY 1952.
 QT0454'
 QT0454'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK WELDED TO
 QT0454'THE TOP OF A 2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 8 INCHES
 QT0454'AND THE DISK IS STAMPED ROCKY NO 1 1952.
 QT0454'
 QT0454'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK WELDED TO THE
 QT0454'TOP OF A 2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 7 INCHES
 QT0454'AND THE DISK IS STAMPED ROCKY NO 2 1952.
 QT0454'
 QT0454'THE AZIMUTH MARK IS 6.5 FEET NORTH OF GATE POST, 2 FEET SOUTH
 QT0454'OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT WEST OF A FENCE
 QT0454'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0454'ROCKY 1952.
 QT0454'
 QT0454'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0454
 QT0454                          STATION RECOVERY (1954)
 QT0454
 QT0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0454'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0454'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8011 ***********************************************************************
 AC8011  CBN         -  This is a Cooperative Base Network Control Station.
 AC8011  DESIGNATION -  ROCKYFORD
 AC8011  PID         -  AC8011
 AC8011  STATE/COUNTY-  SD/SHANNON
 AC8011  COUNTRY     -  US
 AC8011  USGS QUAD   -  SHARPS CORNER (2017)
 AC8011
 AC8011                         *CURRENT SURVEY CONTROL
 AC8011  ______________________________________________________________________
 AC8011* NAD 83(2011) POSITION- 43 29 40.69434(N) 102 29 26.45752(W)   ADJUSTED
 AC8011* NAD 83(2011) ELLIP HT-   819.491 (meters)        (06/27/12)   ADJUSTED
 AC8011* NAD 83(2011) EPOCH   -  2010.00
 AC8011* NAVD 88 ORTHO HEIGHT -   837.9   (meters)     2749.    (feet) GPS OBS
 AC8011  ______________________________________________________________________
 AC8011  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8011  GEOID HEIGHT    -        -18.313 (meters)                     GEOID96
 AC8011  GEOID HEIGHT    -        -18.393 (meters)                     GEOID18
 AC8011  NAD 83(2011) X  - -1,002,439.435 (meters)                     COMP
 AC8011  NAD 83(2011) Y  - -4,525,194.440 (meters)                     COMP
 AC8011  NAD 83(2011) Z  -  4,368,093.607 (meters)                     COMP
 AC8011  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 AC8011
 AC8011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8011  Standards:
 AC8011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8011  -------------------------------------------------------------------
 AC8011  NETWORK    0.92   2.37           0.43   0.30   1.21     -0.07526638
 AC8011  -------------------------------------------------------------------
 AC8011  Click here for local accuracies and other accuracy information.
 AC8011
 AC8011.The horizontal coordinates were established by GPS observations
 AC8011.and adjusted by the National Geodetic Survey in June 2012.
 AC8011
 AC8011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8011.been affixed to the stable North American tectonic plate. See 
 AC8011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8011
 AC8011.The horizontal coordinates are valid at the epoch date displayed above
 AC8011.which is a decimal equivalence of Year/Month/Day.
 AC8011
 AC8011.The orthometric height was determined by GPS observations and a
 AC8011.high-resolution geoid model.
 AC8011
 AC8011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8011.GEOID18 height accuracy estimate available here.
 AC8011
 AC8011.Click photographs - Photos may exist for this station.
 AC8011
 AC8011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8011
 AC8011.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8011
 AC8011.The ellipsoidal height was determined by GPS observations
 AC8011.and is referenced to NAD 83.
 AC8011
 AC8011. The following values were computed from the NAD 83(2011) position.
 AC8011
 AC8011;                    North         East     Units Scale Factor Converg.
 AC8011;SPC SD S     -   131,276.239   425,540.777   MT  0.99990919   -1 29 17.7
 AC8011;SPC SD S     -   430,695.46  1,396,128.37   sFT  0.99990919   -1 29 17.7
 AC8011;UTM  13      - 4,818,804.723   702,885.538   MT  1.00010635   +1 43 39.8
 AC8011
 AC8011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8011!SPC SD S     -   0.99987151  x   0.99990919  =   0.99978071
 AC8011!UTM  13      -   0.99987151  x   1.00010635  =   0.99997784
 AC8011
 AC8011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0288518804(NAD 83)
 AC8011
 AC8011                          SUPERSEDED SURVEY CONTROL
 AC8011
 AC8011  NAD 83(2007)-  43 29 40.69422(N)    102 29 26.45863(W) AD(2002.00) 0
 AC8011  ELLIP H (02/10/07)  819.519  (m)                       GP(2002.00)    
 AC8011  ELLIP H (04/15/04)  819.506  (m)                       GP(       ) 2 1
 AC8011  NAD 83(1996)-  43 29 40.69356(N)    102 29 26.45875(W) AD(       ) B
 AC8011  ELLIP H (04/18/97)  819.550  (m)                       GP(       ) 4 1
 AC8011
 AC8011.Superseded values are not recommended for survey control.
 AC8011
 AC8011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8011.See file dsdata.pdf to determine how the superseded data were derived.
 AC8011
 AC8011_MARKER: Z = SEE DESCRIPTION
 AC8011_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8011_STAMPING: ROCKYFORD 1995
 AC8011_MARK LOGO: NGS
 AC8011_PROJECTION: FLUSH
 AC8011_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8011+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1996
 AC8011_ROD/PIPE-DEPTH: 12.8 meters
 AC8011_SLEEVE-DEPTH  : 1.8 meters
 AC8011
 AC8011  HISTORY     - Date     Condition        Report By
 AC8011  HISTORY     - 1995     MONUMENTED       SDDT
 AC8011  HISTORY     - 19960806 GOOD             NGS
 AC8011
 AC8011                          STATION DESCRIPTION
 AC8011
 AC8011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8011'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTH OF SCENIC, ON
 AC8011'BUREAU OF INDIAN AFFAIRS ROAD 27.  OWNERSHIP--PINE RIDGE INDIAN
 AC8011'RESERVATION.  TO REACH THE STATION FROM THE POST OFFICE IN MANDERSON,
 AC8011'GO NORTH ON BUREAU OF INDIAN AFFAIRS ROAD 33 FOR 18.7 MI (30.1 KM) TO
 AC8011'A T-JUNCTION, TURN RIGHT AND CONTINUE EAST ON INDIAN ROAD 33 FOR 0.4
 AC8011'MI (0.6 KM) TO THE JUNCTION OF BUREAU OF INDIAN AFFAIRS ROAD 27 AND
 AC8011'THE ROCKYFORD SCHOOL ON THE RIGHT, TURN LEFT AND GO NORTH ON INDIAN
 AC8011'ROAD 27 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AC8011'IS A PUNCH POINT ON TOP OF A STAINLESS STEEL RIVET FASTENED TO A METAL
 AC8011'PIPE CAP ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE. LOCATED 72.5
 AC8011'FT (22.1 M) EAST OF THE ROAD CENTER, 23.0 FT (7.0 M) NORTH OF THE
 AC8011'CENTER OF A FIELD ENTRANCE ROAD, 3.0 FT (0.9 M) WEST OF A FENCE, AND
 AC8011'1.3 M (4.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AC8011'POINT IS THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0671 ***********************************************************************
 OS0671  DESIGNATION -  ROD
 OS0671  PID         -  OS0671
 OS0671  STATE/COUNTY-  SD/MELLETTE
 OS0671  COUNTRY     -  US
 OS0671  USGS QUAD   -  MOUTH OF LITTLE DOG CREEK (2017)
 OS0671
 OS0671                         *CURRENT SURVEY CONTROL
 OS0671  ______________________________________________________________________
 OS0671* NAD 83(1996) POSITION- 43 40 49.87389(N) 100 14 27.72299(W)   ADJUSTED
 OS0671* NAVD 88 ORTHO HEIGHT -   588.    (meters)     1929.    (feet) SCALED
 OS0671  ______________________________________________________________________
 OS0671  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 OS0671  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC18
 OS0671  HORZ ORDER      -  FIRST
 OS0671
 OS0671.The horizontal coordinates were established by classical geodetic methods
 OS0671.and adjusted by the National Geodetic Survey in January 1998.
 OS0671
 OS0671.The orthometric height was scaled from a topographic map.
 OS0671
 OS0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0671.GEOID18 height accuracy estimate available here.
 OS0671
 OS0671.Click photographs - Photos may exist for this station.
 OS0671
 OS0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0671
 OS0671. The following values were computed from the NAD 83(1996) position.
 OS0671
 OS0671;                    North         East     Units Scale Factor Converg.
 OS0671;SPC SD S     -   149,664.960   607,441.883   MT  0.99990746   +0 03 49.2
 OS0671;SPC SD S     -   491,025.79  1,992,915.58   sFT  0.99990746   +0 03 49.2
 OS0671;UTM  14      - 4,837,138.215   399,968.470   MT  0.99972308   -0 51 25.8
 OS0671
 OS0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0671!SPC SD S     -   0.99991168  x   0.99990746  =   0.99981915
 OS0671!UTM  14      -   0.99991168  x   0.99972308  =   0.99963479
 OS0671
 OS0671:                Primary Azimuth Mark                     Grid Az
 OS0671:SPC SD S     -  ROD AZ MK                                226 48 56.5
 OS0671:UTM  14      -  ROD AZ MK                                227 44 11.5
 OS0671
 OS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9996837138(NAD 83)
 OS0671
 OS0671|---------------------------------------------------------------------|
 OS0671| PID    Reference Object                     Distance      Geod. Az  |
 OS0671|                                                           dddmmss.s |
 OS0671| OS0674 ST GEORGES EPISCOPAL CH CUPOLA      APPROX. 4.6 KM 2214740.7 |
 OS0671| CO3620 ROD AZ MK                                          2265245.7 |
 OS0671| OS0672 CONGREGATIONAL CH CUP CROSS         APPROX. 3.3 KM 2420044.5 |
 OS0671| CO3622 ROD RM 2                             17.419 METERS 26749     |
 OS0671|---------------------------------------------------------------------|
 OS0671
 OS0671                          SUPERSEDED SURVEY CONTROL
 OS0671
 OS0671  NAD 83(1995)-  43 40 49.87017(N)    100 14 27.72965(W) AD(       ) 1
 OS0671  NAD 83(1986)-  43 40 49.86957(N)    100 14 27.73569(W) AD(       ) 1
 OS0671  NAD 27      -  43 40 49.90100(N)    100 14 26.25200(W) AD(       ) 1
 OS0671
 OS0671.Superseded values are not recommended for survey control.
 OS0671
 OS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0671.See file dsdata.pdf to determine how the superseded data were derived.
 OS0671
 OS0671_MARKER: DS = TRIANGULATION STATION DISK
 OS0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0671_STAMPING: ROD 1936
 OS0671_MARK LOGO: CGS
 OS0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0671+STABILITY: SURFACE MOTION
 OS0671
 OS0671  HISTORY     - Date     Condition        Report By
 OS0671  HISTORY     - 1936     MONUMENTED       CGS
 OS0671
 OS0671                          STATION DESCRIPTION
 OS0671
 OS0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0671'STATION IS 17 MILES AIRLINE AND 25 MILES BY ROAD NORTHEAST
 OS0671'OF WOOD, ABOUT 8 MILES BY ROAD EAST-NORTHEAST OF BRAVE STORE,
 OS0671'1-1/2 MILES SOUTH OF WHITE RIVER, ON HIGHEST POINT OF RIDGE IN
 OS0671'PASTURE FIELD, 0.5 MILE NORTH OF SMALL FARMHOUSE, 0.5 MILE
 OS0671'EAST OF NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 OS0671'
 OS0671'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION.  THE MARK
 OS0671'PROJECTS 3 INCHES.
 OS0671'
 OS0671'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  THE MARK PROJECTS
 OS0671'3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 98.59
 OS0671'FEET.
 OS0671'
 OS0671'INDIAN ALLOTMENT SURVEY MARK IS NORTH OF THE STATION.  IT IS
 OS0671'A 2-INCH BRONZE CAP MOUNTED ON A CAST-IRON PIPE, STAMPED
 OS0671'INDIAN ALLOTMENT S 24-1/4 S 25 T 43 R 25 W 6 1909.  THE MARK
 OS0671'PROJECTS 2 FEET.
 OS0671'
 OS0671'THE AZIMUTH MARK IS SOUTHWEST OF STATION, 1 FOOT WEST OF
 OS0671'FIRST NORTH-SOUTH FENCE LINE WEST OF THE STATION, 0.2 MILE
 OS0671'WEST OF SMALL FARMHOUSE, 30 FEET NORTH OF GATEPOST.  THE MARK
 OS0671'PROJECTS 4 INCHES.
 OS0671'
 OS0671'SIGNALS SHOWN FROM THE GROUND AT CEMETARY, BANK AND BANK AZIMUTH
 OS0671'MARK NO. 2 ARE VISIBLE FROM THE GROUND.
 OS0671'
 OS0671'TO REACH THE STATION FROM WOOD, GO NORTH ON SECTION-LINE ROAD
 OS0671'(0.5 MILE EAST OF CENTER OF TOWN) FOR 0.5 MILE, THEN EAST 1.0
 OS0671'MILE, NORTH 2.0 MILES, EAST 2.0 MILES, NORTH 4.0 MILES, EAST
 OS0671'1.0 MILE, NORTH 2.0 MILES, EAST 1.0 MILE TO JUNCTION WITH STATE
 OS0671'HIGHWAY 53, THEN NORTH ON STATE 53 FOR 2.0 MILES TO BRAVE
 OS0671'STORE WHERE STATE HIGHWAY 53 TURNS EAST, GO EAST ON STATE
 OS0671'53 FOR 3.1 MILES TO POINT WHERE IT TURNS NORTH, CONTINUE
 OS0671'EAST ON GRADED DIRT ROAD FOR 1.55 MILES TO T-INTERSECTION,
 OS0671'THENCE NORTH 0.65 MILE TO T-INTERSECTION AND CEMETERY, TURN
 OS0671'EAST AND GO 0.5 MILE TO T-INTERSECTION AND SCHOOL IN SOUTHWEST
 OS0671'ANGLE, TURN NORTH AND GO 0.7 MILE TO GATE AND FARM ROAD
 OS0671'LEADING EAST ON EAST SIDE OF ROAD, FOLLOW FARM ROAD EAST
 OS0671'FOR 1.0 MILE TO GATE (AZIMUTH MARK), PASS THROUGH GATE AND
 OS0671'CONTINUE ON FARM ROAD NORTHEAST FOR 0.6 MILE TO FOOT OF RIDGE.
 OS0671'LEAVE ROAD AND GO NORTH 0.15 MILE TO HIGHEST POINT OF RIDGE AND
 OS0671'STATION.
 OS0671'
 OS0671'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 OS0671'DISKS SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0761 ***********************************************************************
 OT0761  DESIGNATION -  ROSARY
 OT0761  PID         -  OT0761
 OT0761  STATE/COUNTY-  SD/SHANNON
 OT0761  COUNTRY     -  US
 OT0761  USGS QUAD   -  PINE RIDGE SW (2017)
 OT0761
 OT0761                         *CURRENT SURVEY CONTROL
 OT0761  ______________________________________________________________________
 OT0761* NAD 83(1996) POSITION- 43 02 44.92096(N) 102 40 22.42904(W)   ADJUSTED
 OT0761* NAVD 88 ORTHO HEIGHT -  1079.03  (+/-2cm)     3540.1   (feet) VERTCON3
 OT0761  ______________________________________________________________________
 OT0761  GEOID HEIGHT    -        -17.980 (meters)                     GEOID18
 OT0761  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 OT0761  HORZ ORDER      -  SECOND
 OT0761  VERT ORDER      -  THIRD ? (See Below)
 OT0761
 OT0761.The horizontal coordinates were established by classical geodetic methods
 OT0761.and adjusted by the National Geodetic Survey in January 1998.
 OT0761
 OT0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0761
 OT0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0761.GEOID18 height accuracy estimate available here.
 OT0761
 OT0761.The vertical order pertains to the NGVD 29 superseded value.
 OT0761
 OT0761.Click photographs - Photos may exist for this station.
 OT0761
 OT0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0761
 OT0761. The following values were computed from the NAD 83(1996) position.
 OT0761
 OT0761;                    North         East     Units Scale Factor Converg.
 OT0761;SPC SD S     -    81,834.861   409,405.014   MT  0.99995647   -1 36 50.2
 OT0761;SPC SD S     -   268,486.54  1,343,189.62   sFT  0.99995647   -1 36 50.2
 OT0761;UTM  13      - 4,768,530.216   689,540.995   MT  1.00004197   +1 35 20.1
 OT0761
 OT0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0761!SPC SD S     -   0.99983363  x   0.99995647  =   0.99979011
 OT0761!UTM  13      -   0.99983363  x   1.00004197  =   0.99987559
 OT0761
 OT0761:                Primary Azimuth Mark                     Grid Az
 OT0761:SPC SD S     -  HUBBARD                                  163 52 16.6
 OT0761:UTM  13      -  HUBBARD                                  160 40 06.3
 OT0761
 OT0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8954068530(NAD 83)
 OT0761
 OT0761|---------------------------------------------------------------------|
 OT0761| PID    Reference Object                     Distance      Geod. Az  |
 OT0761|                                                           dddmmss.s |
 OT0761| OT0760 INDIAN ALLOTMENT PIPE                 2.600 METERS 04204     |
 OT0761| NP0660 HUBBARD                             APPROX. 7.0 KM 1621526.4 |
 OT0761| CQ4815 ROSARY RM 2                          63.475 METERS 17845     |
 OT0761| CQ4813 ROSARY AZ MK                                       1793819.4 |
 OT0761| CQ4814 ROSARY RM 1                          41.270 METERS 26957     |
 OT0761|---------------------------------------------------------------------|
 OT0761
 OT0761                          SUPERSEDED SURVEY CONTROL
 OT0761
 OT0761  NAD 83(1995)-  43 02 44.92062(N)    102 40 22.42901(W) AD(       ) 2
 OT0761  NAD 83(1993)-  43 02 44.91506(N)    102 40 22.42955(W) AD(       ) 2
 OT0761  NAD 83(1986)-  43 02 44.90811(N)    102 40 22.42734(W) AD(       ) 2
 OT0761  NAD 27      -  43 02 44.97200(N)    102 40 20.82400(W) AD(       ) 2
 OT0761  NGVD 29            1078.52   (m)         3538.4    (f) LEVELING    3  
 OT0761
 OT0761.Superseded values are not recommended for survey control.
 OT0761
 OT0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0761.See file dsdata.pdf to determine how the superseded data were derived.
 OT0761
 OT0761_MARKER: DS = TRIANGULATION STATION DISK
 OT0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0761_STAMPING: ROSARY 1934
 OT0761_MARK LOGO: CGS
 OT0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0761+STABILITY: SURFACE MOTION
 OT0761
 OT0761  HISTORY     - Date     Condition        Report By
 OT0761  HISTORY     - 1934     MONUMENTED       CGS
 OT0761  HISTORY     - 1967     SEE DESCRIPTION  USGS
 OT0761
 OT0761                          STATION DESCRIPTION
 OT0761
 OT0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0761'THIS STATION IS ABOUT 6 MILES W AND 1-1/2 MILES N OF PINE
 OT0761'RIDGE IN NE CORNER OF T. 35, R 46, SEC. 1, ALSO IN NE CORNER OF
 OT0761'INDIAN ALLOTMENT NO. 1229, 8.52 FEET SW OF INDIAN ALLOTMENT
 OT0761'PIPE (1914), 7 FEET S OF N SECTION LINE FENCE, 6-1/2 FEET
 OT0761'W OF E SECTION LINE FENCE.  MARK PROJECTS 4 INCHES.
 OT0761'
 OT0761'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0761'BRONZE DISKS SET IN CONCRETE.
 OT0761'
 OT0761'REFERENCE MARK NO. 1 IS W OF STATION, 7 FEET S OF N SECTION
 OT0761'LINE FENCE AND PROJECTS 6 INCHES.
 OT0761'
 OT0761'REFERENCE MARK NO. 2 IS S OF STATION, 3-1/2 FEET W OF E SECTION
 OT0761'LINE FENCE, AND PROJECTS 6 INCHES.  (NOTE--REFERENCE MARKS
 OT0761'ARE NUMBERED WRONG.)
 OT0761'
 OT0761'AZIMUTH MARK IS S OF THE STATION, 3-1/2 FEET N OF E-W FENCE
 OT0761'LINE, 0.2 MILE S OF 1/2 SEC. LINE ALLOTMENT PIPE AND PROJECTS
 OT0761'2 INCHES.
 OT0761'
 OT0761'THE INDIAN ALLOTMENT PIPE PROJECTS 3 FEET, BUT IT IS LOOSE
 OT0761'IN THE GROUND AND LEANING AGAINST FENCE CORNER, SO DID NOT
 OT0761'TAKE SECOND READINGS.
 OT0761'
 OT0761'THE STATION IS REACHED FROM PINE RIDGE POST OFFICE BY GOING
 OT0761'S ON GRADED ROAD 0.5 MILE, THEN RIGHT AT SCHOOL ENTRANCE AND
 OT0761'GO 0.1 MILE, THEN CONTINUE ON GRADED ROAD WESTERLY FOR 4.1
 OT0761'MILES TO A T-FORK AND SAINT ANN CHURCH, ON THE W SIDE OF THE
 OT0761'ROAD.  TURN RIGHT OR N ON GRADED ROAD AND GO N AND W 2.6 MILES
 OT0761'TO AN INDIAN ALLOTMENT PIPE IN NE FENCE CORNER AND THE STATION.
 OT0761'THE GRADED ROAD TURNS W HERE AND THERE IS A DIM ROAD CONTINUING
 OT0761'STRAIGHT AHEAD.
 OT0761'
 OT0761'A 4-FOOT STAND WILL CLEAR LINES.
 OT0761
 OT0761                          STATION RECOVERY (1967)
 OT0761
 OT0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JHT)
 OT0761'THE INDIAN ALLOTMENT PIPE OF DESCRIPTION, IS GONE
 OT0761'
 OT0761'DELETE--8.52 FT SW OF INDIAN ALLOTMENT PIPE (1914)
 OT0761'
 OT0761'7 FEET SOUTH OF NORTH SECTION LINE FENCE
 OT0761'
 OT0761'R.M. 1--7 FT SOUTH OF NORTH SECTION LINE FENCE R.M. 2--3.5 FT
 OT0761'W OF E SEC FENCE INDIAN ALLOTMENT PIPE, ETC.
 OT0761'
 OT0761'AZIMUTH MARK WAS NOT FOUND
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0621 ***********************************************************************
 PS0621  DESIGNATION -  ROSE
 PS0621  PID         -  PS0621
 PS0621  STATE/COUNTY-  SD/HAND
 PS0621  COUNTRY     -  US
 PS0621  USGS QUAD   -  VAYLAND SE (2017)
 PS0621
 PS0621                         *CURRENT SURVEY CONTROL
 PS0621  ______________________________________________________________________
 PS0621* NAD 83(1996) POSITION- 44 20 58.54292(N) 098 45 38.99510(W)   ADJUSTED
 PS0621* NAVD 88 ORTHO HEIGHT -   541.92  (+/-2cm)     1777.9   (feet) VERTCON3
 PS0621  ______________________________________________________________________
 PS0621  GEOID HEIGHT    -        -24.854 (meters)                     GEOID18
 PS0621  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 PS0621  HORZ ORDER      -  FIRST
 PS0621  VERT ORDER      -  THIRD ? (See Below)
 PS0621
 PS0621.The horizontal coordinates were established by classical geodetic methods
 PS0621.and adjusted by the National Geodetic Survey in January 1998.
 PS0621
 PS0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0621
 PS0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0621.GEOID18 height accuracy estimate available here.
 PS0621
 PS0621.The vertical order pertains to the NGVD 29 superseded value.
 PS0621
 PS0621.Click photographs - Photos may exist for this station.
 PS0621
 PS0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0621
 PS0621. The following values were computed from the NAD 83(1996) position.
 PS0621
 PS0621;                    North         East     Units Scale Factor Converg.
 PS0621;SPC SD N     -    58,124.786   698,800.982   MT  1.00001352   +0 52 37.2
 PS0621;SPC SD N     -   190,697.74  2,292,649.56   sFT  1.00001352   +0 52 37.2
 PS0621;UTM  14      - 4,910,730.620   519,062.135   MT  0.99960447   +0 10 01.9
 PS0621
 PS0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0621!SPC SD N     -   0.99991893  x   1.00001352  =   0.99993245
 PS0621!UTM  14      -   0.99991893  x   0.99960447  =   0.99952343
 PS0621
 PS0621:                Primary Azimuth Mark                     Grid Az
 PS0621:SPC SD N     -  ROSE AZ MK                               159 09 43.4
 PS0621:UTM  14      -  ROSE AZ MK                               159 52 18.7
 PS0621
 PS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1906210730(NAD 83)
 PS0621
 PS0621|---------------------------------------------------------------------|
 PS0621| PID    Reference Object                     Distance      Geod. Az  |
 PS0621|                                                           dddmmss.s |
 PS0621| PS0615 WESSINGTON MUNICIPAL TANK           APPROX.12.4 KM 0244224.4 |
 PS0621| PS0613 WOLSEY GERMAN LUTH CH CROSS         APPROX.23.9 KM 0722108.5 |
 PS0621| PS0612 WOLSEY MUNICIPAL TANK               APPROX.23.7 KM 0731653.5 |
 PS0621| PS0605 CAVOUR MUNICIPAL TANK               APPROX.57.6 KM 0872750.7 |
 PS0621| PS0606 HURON W MUNICIPAL TANK              APPROX.42.7 KM 0881627.6 |
 PS0621| PS0607 HURON E MUNICIPAL TANK              APPROX.43.8 KM 0882038.2 |
 PS0621| PS0611 VIRGIL MUNICIPAL TANK               APPROX.27.8 KM 1034048.7 |
 PS0621| PS0608 ALPENA TANK                         APPROX.36.4 KM 1205742.8 |
 PS0621| CO5999 ROSE AZ MK                                         1600220.6 |
 PS0621| PS0617 SPIRE A                             APPROX.16.9 KM 1965310.9 |
 PS0621| CO6001 ROSE RM 2                            26.253 METERS 28655     |
 PS0621|---------------------------------------------------------------------|
 PS0621
 PS0621                          SUPERSEDED SURVEY CONTROL
 PS0621
 PS0621  NAD 83(1986)-  44 20 58.53980(N)    098 45 39.00244(W) AD(       ) 1
 PS0621  NAD 27      -  44 20 58.59200(N)    098 45 37.65700(W) AD(       ) 1
 PS0621  NGVD 29             541.58   (m)         1776.8    (f) LEVELING    3  
 PS0621
 PS0621.Superseded values are not recommended for survey control.
 PS0621
 PS0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0621.See file dsdata.pdf to determine how the superseded data were derived.
 PS0621
 PS0621_MARKER: DS = TRIANGULATION STATION DISK
 PS0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0621_STAMPING: ROSE 1934
 PS0621_MARK LOGO: CGS
 PS0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0621+STABILITY: SURFACE MOTION
 PS0621
 PS0621  HISTORY     - Date     Condition        Report By
 PS0621  HISTORY     - 1934     MONUMENTED       CGS
 PS0621  HISTORY     - 1951     GOOD             CGS
 PS0621
 PS0621                          STATION DESCRIPTION
 PS0621
 PS0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0621'STATION IS LOCATED NEAR THE SW CORNER OF THE NW 1/4 OF SEC.
 PS0621'10, T 111 N, R 66 W, ROSE HILL TOWNSHIP.  IT IS 260 FEET E
 PS0621'OF CENTER LINE OF N-S DIRT ROAD LEADING TO STATION ON TOP OF
 PS0621'BARE PROMINENT HILL KNOWN AS ROSE HILL.
 PS0621'
 PS0621'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0621'BRONZE DISKS SET IN CONCRETE.
 PS0621'
 PS0621'REFERENCE MARK NO. 1 IS E OF STATION ON E END OF HILL.
 PS0621'
 PS0621'REFERENCE MARK NO. 2 IS W OF STATION, 174 FEET E OF CENTER
 PS0621'LINE OF ROAD LEADING TO STATION, AND 150 FEET E OF N-S FENCE
 PS0621'LINE ON W END OF HILL.
 PS0621'
 PS0621'AZIMUTH MARK IS S OF STATION, 24 FEET N OF CENTER LINE OF
 PS0621'E-W ROAD LEADING TO STATION, IN E-W FENCE LINE.  IT IS REACHED
 PS0621'FROM STATION BY GOING 0.55 MILE S TO E-W ROAD, TURN LEFT (E)
 PS0621'AND GO 0.2 MILE TO MARK ON LEFT.
 PS0621'
 PS0621'STATION IS REACHED FROM THE POST OFFICE IN WESSINGTON, BY
 PS0621'GOING SW 0.4 MILE, AT GRAVEL ROAD TURN S AND GO 2.35 MILES TO
 PS0621'SIGN HURON 25, WESSINGTON 3 MILES, CONTINUE S 5 MILES TO
 PS0621'MAIL BOX ON LEFT AND CROSS ROAD, TURN RIGHT (W) AND GO 3 MILES
 PS0621'TO N-S DIRT ROAD, TURN RIGHT (N) AND GO 0.55 MILE TO TOP OF
 PS0621'GRADE AND STATION ON RIGHT.
 PS0621
 PS0621                          STATION RECOVERY (1951)
 PS0621
 PS0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 PS0621'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS NO.
 PS0621'1 AND NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1020 ***********************************************************************
 PT1020  DESIGNATION -  ROSE
 PT1020  PID         -  PT1020
 PT1020  STATE/COUNTY-  SD/JONES
 PT1020  COUNTRY     -  US
 PT1020  USGS QUAD   -  MOUTH OF EAST BRANCH WAR CREEK (2017)
 PT1020
 PT1020                         *CURRENT SURVEY CONTROL
 PT1020  ______________________________________________________________________
 PT1020* NAD 83(1996) POSITION- 44 08 53.71348(N) 100 29 10.89048(W)   ADJUSTED
 PT1020* NAVD 88 ORTHO HEIGHT -   604.    (meters)     1982.    (feet) SCALED
 PT1020  ______________________________________________________________________
 PT1020  GEOID HEIGHT    -        -23.939 (meters)                     GEOID18
 PT1020  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 PT1020  HORZ ORDER      -  SECOND
 PT1020
 PT1020.The horizontal coordinates were established by classical geodetic methods
 PT1020.and adjusted by the National Geodetic Survey in January 1998.
 PT1020
 PT1020.The orthometric height was scaled from a topographic map.
 PT1020
 PT1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1020.GEOID18 height accuracy estimate available here.
 PT1020
 PT1020.Click photographs - Photos may exist for this station.
 PT1020
 PT1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1020
 PT1020. The following values were computed from the NAD 83(1996) position.
 PT1020
 PT1020;                    North         East     Units Scale Factor Converg.
 PT1020;SPC SD S     -   201,638.204   587,757.664   MT  0.99994961   -0 06 20.0
 PT1020;SPC SD S     -   661,541.34  1,928,334.94   sFT  0.99994961   -0 06 20.0
 PT1020;UTM  14      - 4,889,413.330   381,129.247   MT  0.99977378   -1 02 07.4
 PT1020
 PT1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1020!SPC SD S     -   0.99990899  x   0.99994961  =   0.99985860
 PT1020!UTM  14      -   0.99990899  x   0.99977378  =   0.99968279
 PT1020
 PT1020:                Primary Azimuth Mark                     Grid Az
 PT1020:SPC SD S     -  ROSE AZ MK                               178 09 30.7
 PT1020:UTM  14      -  ROSE AZ MK                               179 05 18.1
 PT1020
 PT1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8112989413(NAD 83)
 PT1020
 PT1020|---------------------------------------------------------------------|
 PT1020| PID    Reference Object                     Distance      Geod. Az  |
 PT1020|                                                           dddmmss.s |
 PT1020| CO6002 ROSE AZ MK                                         1780310.7 |
 PT1020| CO6003 ROSE RM 1                            11.683 METERS 18022     |
 PT1020| CO6004 ROSE RM 2                            11.320 METERS 35925     |
 PT1020|---------------------------------------------------------------------|
 PT1020
 PT1020                          SUPERSEDED SURVEY CONTROL
 PT1020
 PT1020  NAD 83(1986)-  44 08 53.70926(N)    100 29 10.89365(W) AD(       ) 2
 PT1020  NAD 27      -  44 08 53.76600(N)    100 29 09.41300(W) AD(       ) 2
 PT1020
 PT1020.Superseded values are not recommended for survey control.
 PT1020
 PT1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1020.See file dsdata.pdf to determine how the superseded data were derived.
 PT1020
 PT1020_MARKER: DS = TRIANGULATION STATION DISK
 PT1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1020_STAMPING: ROSE 1952
 PT1020_MARK LOGO: CGS
 PT1020_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1020+STABILITY: SURFACE MOTION
 PT1020
 PT1020  HISTORY     - Date     Condition        Report By
 PT1020  HISTORY     - 1952     MONUMENTED       CGS
 PT1020  HISTORY     - 1963     GOOD             USFS
 PT1020  HISTORY     - 19840404 GOOD             NGS
 PT1020
 PT1020                          STATION DESCRIPTION
 PT1020
 PT1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1020'THE STATION IS IN SECTION 10, T 2 N, R 30 E, 15-1/2 MILES NORTH
 PT1020'AND 2-1/2 MILES EAST OF DRAPER, 1-1/2 MILES SOUTH OF THE
 PT1020'STANLEY-JONES COUNTY LINE, 31 FEET WEST OF THE CENTER OF A
 PT1020'GRADED ROAD, 8.5 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 PT1020'POST AND 2 FEET EAST OF A FENCE LINE.
 PT1020'
 PT1020'TO REACH THE STATION FROM THE STATE BANK IN DRAPER, GO EAST
 PT1020'AND NORTH ON A MACADAM ROAD (OLD U.S. HIGHWAY 16) FOR 3.55
 PT1020'MILES TO A CROSS ROAD, TURN LEFT (NORTH) ON A GRADED DIRT
 PT1020'ROAD FOR 7.25 MILES TO A CROSS ROAD AND A SCHOOL HOUSE IN THE
 PT1020'NORTHWEST ANGLE OF THIS INTERSECTION, CONTINUE NORTHERLY ON THE
 PT1020'MAIN GRADED ROAD FOR 2 MILES TO A T-JUNCTION, TURN RIGHT
 PT1020'(EAST) AND GO FOR 1 MILE TO A CROSS ROAD, TURN LEFT (NORTH)
 PT1020'AND GO FOR 2.05 MILES TO WHERE THE MAIN ROAD TURNS TO THE LEFT
 PT1020'AND A NARROW GRADED ROAD CONTINUES STRAIGHT AHEAD, CONTINUE
 PT1020'NORTHERLY FOR 2.1 MILES TO A FARM HOME ON THE LEFT, CONTINUE
 PT1020'NORTHERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 PT1020'DESCRIBED BELOW, CONTINUE NORTHERLY FOR 0.35 MILE TO THE
 PT1020'STATION ON THE LEFT AS DESCRIBED.
 PT1020'
 PT1020'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1020'ROSE 1952.
 PT1020'
 PT1020'REFERENCE MARK 1 IS 31 FEET WEST OF THE CENTER OF THE ROAD
 PT1020'AND 2 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 PT1020'AND THE DISK IS STAMPED ROSE NO 1 1952.
 PT1020'
 PT1020'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTER OF THE ROAD
 PT1020'AND 2 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 PT1020'AND THE DISK IS STAMPED ROSE NO 2 1952.
 PT1020'
 PT1020'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF A GRADED
 PT1020'ROAD AND 3.5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1020'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ROSE 1952.
 PT1020'
 PT1020'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PT1020
 PT1020                          STATION RECOVERY (1963)
 PT1020
 PT1020'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1020'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1020
 PT1020                          STATION RECOVERY (1984)
 PT1020
 PT1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PT1020'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 PT1020'MARKS WERE RECOVERED DESTROYED AND THE AZIMUTH MARK WAS MOST LIKELY
 PT1020'DESTROYED, BUT WAS NOT RECOVERED.  REFERENCE MARKS 3 AND 4, AND
 PT1020'AZIMUTH MAK 2 WERE ESTABLISHED.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 PT1020'STATION IS LOCATED ABOUT 25.5 KM (15.85 MI) NORTH-NORTHEAST OF DRAPER,
 PT1020'12 KM (7.45 MI) WEST OF HIGHWAY 83 AND 2.4 KM (1.50 MI) SOUTH OF THE
 PT1020'STANLEY-JONES COUNTY LINE, ALONG THE WEST SIDE OF A GRAVELED ROAD.  TO
 PT1020'REACH THE STATION FROM THE COUNTY COURTHOUSE IN FORT PIERRE, GO SOUTH
 PT1020'ON HIGHWAY 83 FOR 9.7 KM (6.00 MI) TO A CROSSROAD. CONTINUE SOUTH ON
 PT1020'HIGHWAY 83 FOR 17.0 KM (10.55 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 PT1020'AND FOLLOW MAIN GRAVELED ROAD 6.2 KM (3.85 MI) WEST, 0.8 KM (0.50 MI)
 PT1020'SOUTH, 0.8 KM (0.50 MI) WEST, 0.8 KM (0.50 MI) SOUTH AND 4.8 KM (3.00
 PT1020'MI) WEST TO A T-ROAD.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR
 PT1020'4.2 KM (2.60 MI) TO THE STATION ON THE LEFT. THE STATION IS A STANDARD
 PT1020'CGS DISK STAMPED ROSE 1952 SET INTO THE TOP OF A ROUND CONCRETE
 PT1020'MONUMENT 12 IN (30 CM) IN DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE
 PT1020'THE GROUND.  LOCATED 9.0 METERS (29.5 FT) W FROM THE CENTER OF ROAD.
 PT1020'2.0 METER (6.6 FT) SE FROM A POWER POLE.  0.3 METER (1.0 FT) E FROM A
 PT1020'WITNESS POST.  REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED ROSE
 PT1020'1952 NO 3 1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 PT1020'(30 CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 PT1020'LOCATED 9.2 METERS (30.2 FT) E FROM THE CENTER OF ROAD.  0.3 METER
 PT1020'(1.0 FT) W FROM THE WITNESS POST AND 0.3 METER (1.0 FT) LOWER THAN THE
 PT1020'STATION.  REFERENCE MARK NO 4 IS A CGS DISK STAMPED ROSE 1952 NO 4
 PT1020'1984 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 PT1020'IN DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 9.5
 PT1020'METERS (31.2 FT) W FROM THE CENTER OF ROAD.  6.9 METERS (22.6 FT) NNE
 PT1020'FROM POWER POLE.  0.3 METER (1.0 FT) E FROM WITNESS POST.  AZIMUTH
 PT1020'MARK NO 2 IS A STANDARD NGS DISK STAMPED ROSE 1952 NO 2 1984 SET INTO
 PT1020'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PT1020'FLUSH WITH THE GROUND.  LOCATED 9.4 METER (30.8 FT) N FROM THE CENTER
 PT1020'OF GRAVELED ROAD.  0.8 METER (2.6 FT) SE LARGE POST AT EAST END OF
 PT1020'GATE.  0.6 METER (2.0 FT) S FROM A FENCE.  0.3 METER (1.0 FT) W FROM A
 PT1020'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 PT1020'GRAVELED ROAD FOR 0.65 KM (0.40 MI) TO A CURVE TO THE EAST. FOLLOW
 PT1020'GRAVELED ROAD EAST FOR 0.1 KM (0.05 MI) TO TOP OF KNOLL AND AZIMUTH
 PT1020'MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0859 ***********************************************************************
 OR0859  DESIGNATION -  ROSEBUD
 OR0859  PID         -  OR0859
 OR0859  STATE/COUNTY-  SD/LYMAN
 OR0859  COUNTRY     -  US
 OR0859  USGS QUAD   -  IONA (2017)
 OR0859
 OR0859                         *CURRENT SURVEY CONTROL
 OR0859  ______________________________________________________________________
 OR0859* NAD 83(1996) POSITION- 43 31 49.77342(N) 099 24 38.78491(W)   ADJUSTED
 OR0859* NAVD 88 ORTHO HEIGHT -   661.    (meters)     2169.    (feet) SCALED
 OR0859  ______________________________________________________________________
 OR0859  GEOID HEIGHT    -        -26.094 (meters)                     GEOID18
 OR0859  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 OR0859  HORZ ORDER      -  SECOND
 OR0859
 OR0859.The horizontal coordinates were established by classical geodetic methods
 OR0859.and adjusted by the National Geodetic Survey in January 1998.
 OR0859
 OR0859.The orthometric height was scaled from a topographic map.
 OR0859
 OR0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0859.GEOID18 height accuracy estimate available here.
 OR0859
 OR0859.Click photographs - Photos may exist for this station.
 OR0859
 OR0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0859
 OR0859. The following values were computed from the NAD 83(1996) position.
 OR0859
 OR0859;                    North         East     Units Scale Factor Converg.
 OR0859;SPC SD S     -   133,407.735   674,567.617   MT  0.99990804   +0 38 11.1
 OR0859;SPC SD S     -   437,688.54  2,213,143.92   sFT  0.99990804   +0 38 11.1
 OR0859;UTM  14      - 4,819,809.789   466,807.988   MT  0.99961355   -0 16 58.5
 OR0859
 OR0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0859!SPC SD S     -   0.99990040  x   0.99990804  =   0.99980845
 OR0859!UTM  14      -   0.99990040  x   0.99961355  =   0.99951399
 OR0859
 OR0859:                Primary Azimuth Mark                     Grid Az
 OR0859:SPC SD S     -  DUREX                                    138 14 07.4
 OR0859:UTM  14      -  DUREX                                    139 09 17.0
 OR0859
 OR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6680719809(NAD 83)
 OR0859
 OR0859|---------------------------------------------------------------------|
 OR0859| PID    Reference Object                     Distance      Geod. Az  |
 OR0859|                                                           dddmmss.s |
 OR0859| OR0906 DUREX                               APPROX. 9.6 KM 1385218.5 |
 OR0859|---------------------------------------------------------------------|
 OR0859
 OR0859                          SUPERSEDED SURVEY CONTROL
 OR0859
 OR0859  NAD 83(1995)-  43 31 49.77174(N)    099 24 38.78854(W) AD(       ) 2
 OR0859  NAD 83(1986)-  43 31 49.77410(N)    099 24 38.79030(W) AD(       ) 2
 OR0859  NAD 27      -  43 31 49.77000(N)    099 24 37.42500(W) AD(       ) 2
 OR0859  MORC        -  43 31 47.39000(N)    099 24 37.69000(W) AD(       ) 3
 OR0859
 OR0859.Superseded values are not recommended for survey control.
 OR0859
 OR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0859.See file dsdata.pdf to determine how the superseded data were derived.
 OR0859
 OR0859_MARKER: Z = SEE DESCRIPTION
 OR0859_SETTING: 0 = UNSPECIFIED SETTING
 OR0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0859
 OR0859  HISTORY     - Date     Condition        Report By
 OR0859  HISTORY     - 1889     MONUMENTED       MORC
 OR0859
 OR0859                          STATION DESCRIPTION
 OR0859
 OR0859'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0859'ROSEBUD IS ON RIGHT BANK, ON A SMALL MOUND ON VERY HIGH RIDGE,
 OR0859'30 FEET FROM EDGE OF ABRUPT BLUFF ON SOUTH.  THE HILL IS 5
 OR0859'MILES FROM RIVER.  A PROMINENT, SHARP BUTTE IS ONEHALF MILE
 OR0859'NEARER RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0707 ***********************************************************************
 OS0707  DESIGNATION -  ROSEBUD
 OS0707  PID         -  OS0707
 OS0707  STATE/COUNTY-  SD/TODD
 OS0707  COUNTRY     -  US
 OS0707  USGS QUAD   -  ROSEBUD (2017)
 OS0707
 OS0707                         *CURRENT SURVEY CONTROL
 OS0707  ______________________________________________________________________
 OS0707* NAD 83(1996) POSITION- 43 13 05.74635(N) 100 47 29.49657(W)   ADJUSTED
 OS0707* NAVD 88 ORTHO HEIGHT -   905.5   (meters)     2971.    (feet) VERTCON3
 OS0707  ______________________________________________________________________
 OS0707  GEOID HEIGHT    -        -22.479 (meters)                     GEOID18
 OS0707  LAPLACE CORR    -         -7.45  (seconds)                    DEFLEC18
 OS0707  HORZ ORDER      -  FIRST
 OS0707
 OS0707.The horizontal coordinates were established by classical geodetic methods
 OS0707.and adjusted by the National Geodetic Survey in January 1998.
 OS0707
 OS0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0707
 OS0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0707.GEOID18 height accuracy estimate available here.
 OS0707
 OS0707.Click photographs - Photos may exist for this station.
 OS0707
 OS0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0707
 OS0707. The following values were computed from the NAD 83(1996) position.
 OS0707
 OS0707;                    North         East     Units Scale Factor Converg.
 OS0707;SPC SD S     -    98,410.414   562,773.729   MT  0.99993111   -0 18 57.9
 OS0707;SPC SD S     -   322,868.17  1,846,366.81   sFT  0.99993111   -0 18 57.9
 OS0707;UTM  14      - 4,786,611.032   354,492.014   MT  0.99986046   -1 13 37.3
 OS0707
 OS0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0707!SPC SD S     -   0.99986155  x   0.99993111  =   0.99979267
 OS0707!UTM  14      -   0.99986155  x   0.99986046  =   0.99972203
 OS0707
 OS0707:                Primary Azimuth Mark                     Grid Az
 OS0707:SPC SD S     -  ROSEBUD AZ MK                            095 04 19.1
 OS0707:UTM  14      -  ROSEBUD AZ MK                            095 58 58.5
 OS0707
 OS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5449286611(NAD 83)
 OS0707
 OS0707|---------------------------------------------------------------------|
 OS0707| PID    Reference Object                     Distance      Geod. Az  |
 OS0707|                                                           dddmmss.s |
 OS0707| OS0700 MISSION INDIAN SCH WATER TANK       APPROX.16.3 KM 0560707.9 |
 OS0707| CO4414 ROSEBUD AZ MK                                      0944521.2 |
 OS0707| CO4415 ROSEBUD RM 1                         58.497 METERS 22322     |
 OS0707| OS0710 ST FRANCIS MUNICIPAL TANK           APPROX.12.9 KM 2260115.4 |
 OS0707| OS0711 ST FRANCIS CHURCH CROSS             APPROX.12.6 KM 2265702.6 |
 OS0707| CO4416 ROSEBUD RM 2                         49.829 METERS 34220     |
 OS0707|---------------------------------------------------------------------|
 OS0707
 OS0707                          SUPERSEDED SURVEY CONTROL
 OS0707
 OS0707  NAD 83(1995)-  43 13 05.74524(N)    100 47 29.49765(W) AD(       ) 1
 OS0707  NAD 83(1986)-  43 13 05.74451(N)    100 47 29.50721(W) AD(       ) 1
 OS0707  NAD 27      -  43 13 05.72800(N)    100 47 27.99100(W) AD(       ) 1
 OS0707  NGVD 29 (07/19/86)  905.1    (m)         2969.     (f) VERT ANG       
 OS0707
 OS0707.Superseded values are not recommended for survey control.
 OS0707
 OS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0707.See file dsdata.pdf to determine how the superseded data were derived.
 OS0707
 OS0707_MARKER: DS = TRIANGULATION STATION DISK
 OS0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0707_STAMPING: ROSEBUD 1933
 OS0707_MARK LOGO: CGS
 OS0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0707+STABILITY: SURFACE MOTION
 OS0707
 OS0707  HISTORY     - Date     Condition        Report By
 OS0707  HISTORY     - 1933     MONUMENTED       CGS
 OS0707  HISTORY     - 1967     POOR             USGS
 OS0707
 OS0707                          STATION DESCRIPTION
 OS0707
 OS0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0707'ABOUT 3-1/2 MILES SOUTHEAST OF ROSEBUD NEAR NORTHEAST CORNER OF
 OS0707'SEC. 6, T. 37 N., R. 29 W., ON PROMINENT HIGH SAND RIDGE KNOWN AS
 OS0707'ROSEBUD BUTTE.
 OS0707'
 OS0707'REACHED FROM MISSION ON U.S. HIGHWAY 18 TO ROSEBUD.  TURN
 OS0707'SOUTHEAST ON THE CROOKSTON ROAD AND FOLLOW SOUTHEAST 3.8 MILES
 OS0707'TO CORNER.  STATION IS 3.4 MILES NORTH OF THIS POINT ACROSS SAND
 OS0707'HILL PASTURE.
 OS0707'
 OS0707'STATION IS ON THE HIGHEST PART OF HILL WHICH IS THE MOST EASTERLY
 OS0707'OF SEVERAL ALL ABOUT THE SAME HEIGHT.
 OS0707'
 OS0707'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF STATION.
 OS0707'
 OS0707'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0707'BRONZE DISKS SET IN CONCRETE.
 OS0707'
 OS0707'HEIGHT OF LIGHT ABOVE STATION MARK - 0.4 METERS.
 OS0707
 OS0707                          STATION RECOVERY (1967)
 OS0707
 OS0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0707'THE SURFACE STATION HAD BEEN DISTRUBED.
 OS0707'
 OS0707'THE POST IS TIPPED ABOUT 45 DEGREES.
 OS0707'
 OS0707'THE SUB SURFACE MARK WAS NOT SEARCHED FOR.
 OS0707'
 OS0707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 OS0707'MILES SOUTHEAST OF ROSEBUD NEAR NORTHEAST CORNER OF SEC. 6,
 OS0707'T. 37 N., R. 29 W
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1141 ***********************************************************************
 PT1141  DESIGNATION -  ROSETH
 PT1141  PID         -  PT1141
 PT1141  STATE/COUNTY-  SD/HAAKON
 PT1141  COUNTRY     -  US
 PT1141  USGS QUAD   -  MOENVILLE (2017)
 PT1141
 PT1141                         *CURRENT SURVEY CONTROL
 PT1141  ______________________________________________________________________
 PT1141* NAD 83(1996) POSITION- 44 25 17.10412(N) 101 16 56.58663(W)   ADJUSTED
 PT1141* NAVD 88 ORTHO HEIGHT -   766.    (meters)     2513.    (feet) SCALED
 PT1141  ______________________________________________________________________
 PT1141  GEOID HEIGHT    -        -21.911 (meters)                     GEOID18
 PT1141  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 PT1141  HORZ ORDER      -  SECOND
 PT1141
 PT1141.The horizontal coordinates were established by classical geodetic methods
 PT1141.and adjusted by the National Geodetic Survey in January 1998.
 PT1141
 PT1141.The orthometric height was scaled from a topographic map.
 PT1141
 PT1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1141.GEOID18 height accuracy estimate available here.
 PT1141
 PT1141.Click photographs - Photos may exist for this station.
 PT1141
 PT1141.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1141
 PT1141. The following values were computed from the NAD 83(1996) position.
 PT1141
 PT1141;                    North         East     Units Scale Factor Converg.
 PT1141;SPC SD S     -   232,411.383   524,422.267   MT  1.00000519   -0 39 16.9
 PT1141;SPC SD S     -   762,503.01  1,720,542.05   sFT  1.00000519   -0 39 16.9
 PT1141;UTM  14      - 4,921,214.114   318,310.930   MT  1.00000598   -1 35 52.6
 PT1141
 PT1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1141!SPC SD S     -   0.99988342  x   1.00000519  =   0.99988861
 PT1141!UTM  14      -   0.99988342  x   1.00000598  =   0.99988940
 PT1141
 PT1141:                Primary Azimuth Mark                     Grid Az
 PT1141:SPC SD S     -  ROSETH AZ MK                             070 32 41.9
 PT1141:UTM  14      -  ROSETH AZ MK                             071 29 17.6
 PT1141
 PT1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1831021214(NAD 83)
 PT1141
 PT1141|---------------------------------------------------------------------|
 PT1141| PID    Reference Object                     Distance      Geod. Az  |
 PT1141|                                                           dddmmss.s |
 PT1141| CQ4817 ROSETH RM 1                          14.673 METERS 05346     |
 PT1141| CQ4816 ROSETH AZ MK                                       0695325.0 |
 PT1141| PT1125 SIVAGE WIND CHARGER                 APPROX.13.7 KM 1142412.8 |
 PT1141| CQ4818 ROSETH RM 2                          15.591 METERS 15330     |
 PT1141|---------------------------------------------------------------------|
 PT1141
 PT1141                          SUPERSEDED SURVEY CONTROL
 PT1141
 PT1141  NAD 83(1986)-  44 25 17.09773(N)    101 16 56.58896(W) AD(       ) 2
 PT1141  NAD 27      -  44 25 17.15600(N)    101 16 55.07000(W) AD(       ) 2
 PT1141
 PT1141.Superseded values are not recommended for survey control.
 PT1141
 PT1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1141.See file dsdata.pdf to determine how the superseded data were derived.
 PT1141
 PT1141_MARKER: DS = TRIANGULATION STATION DISK
 PT1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1141_STAMPING: ROSETH 1952
 PT1141_MARK LOGO: CGS
 PT1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1141+STABILITY: SURFACE MOTION
 PT1141
 PT1141  HISTORY     - Date     Condition        Report By
 PT1141  HISTORY     - 1952     MONUMENTED       CGS
 PT1141
 PT1141                          STATION DESCRIPTION
 PT1141
 PT1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1141'THE STATION IS ABOUT 24 MILES NORTH-NORTHWEST OF MIDLAND, 13
 PT1141'MILES WEST-NORTHWEST OF HAYES, ON LAND OWNED BY JULIUS ROSETH,
 PT1141'IN SECTION 1, T 5 N, R 23 E, 132 FEET WEST OF CENTER OF A TRACK
 PT1141'ROAD, AND 10 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 PT1141'
 PT1141'TO REACH THE STATION FROM THE POST OFFICE IN HAYES, GO WEST ON
 PT1141'U.S. HIGHWAY 14 FOR 5.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 PT1141'63, GO WEST ON HIGHWAY 63 FOR 0.45 MILE TO A FORK, BEAR LEFT,
 PT1141'LEAVING HIGHWAY, AND CONTINUE WEST ON GRAVELED ROAD FOR 5.2
 PT1141'MILES TO A T-INTERSECTION, TURN RIGHT AND GO NORTH FOR 4.1
 PT1141'MILES TO A WIRE GATE ON LEFT, PASS THROUGH GATE AND FOLLOW
 PT1141'TRACK ROAD WEST FOR 0.75 MILE TO THE AZIMUTH MARK ON LEFT,
 PT1141'CONTINUE ON TRACK ROAD FOR 0.9 MILE TO TOP OF RIDGE AND
 PT1141'STATION ON RIGHT.
 PT1141'
 PT1141'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1141'ROSETH 1952.
 PT1141'
 PT1141'REFERENCE MARK 1 IS 100 FEET WEST OF CENTER OF TRACK ROAD.  THE
 PT1141'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ROSETH NO 1 195K.
 PT1141'
 PT1141'REFERENCE MARK 2 IS 81 FEET WEST OF CENTER OF TRACK ROAD.  THE
 PT1141'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED ROSETH NO 2 1952.
 PT1141'
 PT1141'THE AZIMUTH MARK IS 15 FEET SOUTH OF CENTER OF TRACK ROAD AND
 PT1141'3 FEET WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 PT1141'8 INCHES, AND THE DISK IS STAMPED ROSETH 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0597 ***********************************************************************
 QQ0597  DESIGNATION -  ROSHOLT LUTH CH SPIRE ROSHOLT
 QQ0597  PID         -  QQ0597
 QQ0597  STATE/COUNTY-  SD/ROBERTS
 QQ0597  COUNTRY     -  US
 QQ0597  USGS QUAD   -  NEW EFFINGTON NE (2018)
 QQ0597
 QQ0597                         *CURRENT SURVEY CONTROL
 QQ0597  ______________________________________________________________________
 QQ0597* NAD 83(1996) POSITION- 45 53 34.77402(N) 096 50 02.59143(W)   ADJUSTED
 QQ0597  ______________________________________________________________________
 QQ0597  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 QQ0597  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 QQ0597  HORZ ORDER      -  THIRD
 QQ0597
 QQ0597.The horizontal coordinates were established by classical geodetic methods
 QQ0597.and adjusted by the National Geodetic Survey in January 1998.
 QQ0597
 QQ0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0597.GEOID18 height accuracy estimate available here.
 QQ0597
 QQ0597.Click photographs - Photos may exist for this station.
 QQ0597
 QQ0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0597
 QQ0597. The following values were computed from the NAD 83(1996) position.
 QQ0597
 QQ0597;                    North         East     Units Scale Factor Converg.
 QQ0597;SPC SD N     -   233,691.876   845,665.992   MT  1.00004723   +2 14 26.4
 QQ0597;SPC SD N     -   766,704.10  2,774,489.18   sFT  1.00004723   +2 14 26.4
 QQ0597;UTM  14      - 5,084,439.495   668,036.092   MT  0.99994714   +1 33 20.2
 QQ0597
 QQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6803684439(NAD 83)
 QQ0597
 QQ0597                          SUPERSEDED SURVEY CONTROL
 QQ0597
 QQ0597  NAD 83(1986)-  45 53 34.77293(N)    096 50 02.58281(W) AD(       ) 3
 QQ0597  NAD 27      -  45 53 34.93000(N)    096 50 01.30000(W) AD(       ) 3
 QQ0597
 QQ0597.Superseded values are not recommended for survey control.
 QQ0597
 QQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0597.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0597
 QQ0597_MARKER: 90 = CHURCH SPIRE
 QQ0597
 QQ0597  HISTORY     - Date     Condition        Report By
 QQ0597  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0597
 QQ0597                          STATION DESCRIPTION
 QQ0597
 QQ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0597'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE ONLY CHURCH IN
 QQ0597'ROSHOLT.  LUTHERAN CHURCH, ABOUT 40 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0427 ***********************************************************************
 QQ0427  DESIGNATION -  ROSLYN
 QQ0427  PID         -  QQ0427
 QQ0427  STATE/COUNTY-  SD/DAY
 QQ0427  COUNTRY     -  US
 QQ0427  USGS QUAD   -  ROSLYN (2017)
 QQ0427
 QQ0427                         *CURRENT SURVEY CONTROL
 QQ0427  ______________________________________________________________________
 QQ0427* NAD 83(1996) POSITION- 45 29 09.91079(N) 097 29 00.70718(W)   ADJUSTED
 QQ0427* NAVD 88 ORTHO HEIGHT -   571.70  (+/-2cm)     1875.7   (feet) VERTCON3
 QQ0427  ______________________________________________________________________
 QQ0427  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 QQ0427  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 QQ0427  HORZ ORDER      -  FIRST
 QQ0427  VERT ORDER      -  THIRD ? (See Below)
 QQ0427
 QQ0427.The horizontal coordinates were established by classical geodetic methods
 QQ0427.and adjusted by the National Geodetic Survey in January 1998.
 QQ0427
 QQ0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0427
 QQ0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0427.GEOID18 height accuracy estimate available here.
 QQ0427
 QQ0427.The vertical order pertains to the NGVD 29 superseded value.
 QQ0427
 QQ0427.Click photographs - Photos may exist for this station.
 QQ0427
 QQ0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0427
 QQ0427. The following values were computed from the NAD 83(1996) position.
 QQ0427
 QQ0427;                    North         East     Units Scale Factor Converg.
 QQ0427;SPC SD N     -   186,719.055   796,692.883   MT  0.99996790   +1 46 51.6
 QQ0427;SPC SD N     -   612,594.10  2,613,816.57   sFT  0.99996790   +1 46 51.6
 QQ0427;UTM  14      - 5,038,069.172   618,505.931   MT  0.99977266   +1 04 53.4
 QQ0427
 QQ0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0427!SPC SD N     -   0.99991431  x   0.99996790  =   0.99988222
 QQ0427!UTM  14      -   0.99991431  x   0.99977266  =   0.99968699
 QQ0427
 QQ0427:                Primary Azimuth Mark                     Grid Az
 QQ0427:SPC SD N     -  ROSLYN AZ MK                             262 08 28.7
 QQ0427:UTM  14      -  ROSLYN AZ MK                             262 50 26.9
 QQ0427
 QQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1850538069(NAD 83)
 QQ0427
 QQ0427|---------------------------------------------------------------------|
 QQ0427| PID    Reference Object                     Distance      Geod. Az  |
 QQ0427|                                                           dddmmss.s |
 QQ0427| QQ0424 GRENVILLE ST JOSEPHS CATH CHURCH SP APPROX. 8.0 KM 1065049.5 |
 QQ0427| CO6015 ROSLYN RM 1                          29.125 METERS 11834     |
 QQ0427| CO6016 ROSLYN RM 2                          27.272 METERS 23649     |
 QQ0427| QQ0425 ROSLYN 2 TEMP STAKE                  15.307 METERS 24850     |
 QQ0427| CO6014 ROSLYN AZ MK                                       2635520.3 |
 QQ0427| QQ0426 ROSLYN MUNICIPAL WATER TANK         APPROX. 1.2 KM 3303248.1 |
 QQ0427| QQ0428 ROSLYN 2                              6.449 METERS 33033     |
 QQ0427|---------------------------------------------------------------------|
 QQ0427
 QQ0427                          SUPERSEDED SURVEY CONTROL
 QQ0427
 QQ0427  NAD 83(1986)-  45 29 09.90978(N)    097 29 00.69550(W) AD(       ) 1
 QQ0427  NAD 27      -  45 29 10.06847(N)    097 28 59.36472(W) AD(       ) 1
 QQ0427  NGVD 29             571.41   (m)         1874.7    (f) LEVELING    3  
 QQ0427
 QQ0427.Superseded values are not recommended for survey control.
 QQ0427
 QQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0427.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0427
 QQ0427_MARKER: DS = TRIANGULATION STATION DISK
 QQ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0427_STAMPING: ROSLYN 1952
 QQ0427_MARK LOGO: CGS
 QQ0427_PROJECTION: RECESSED 36 CENTIMETERS
 QQ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0427+STABILITY: SURFACE MOTION
 QQ0427
 QQ0427  HISTORY     - Date     Condition        Report By
 QQ0427  HISTORY     - 1952     MONUMENTED       CGS
 QQ0427  HISTORY     - 1973     SEE DESCRIPTION  USGS
 QQ0427  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QQ0427
 QQ0427                          STATION DESCRIPTION
 QQ0427
 QQ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0427'THE STATION IS ABOUT 3/4 MILE SOUTH AND 1/4 MILE EAST OF ROSLYN,
 QQ0427'IN THE SOUTHWEST 1/4 OF SEC. 6, T 124 N, R 55 W AND IN A CULTIVATED
 QQ0427'FIELD OWNED BY OLGAR OLSON.  IT IS 125.5 FEET NORTHEAST OF A
 QQ0427'POWERLINE POLE, 82 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 QQ0427'AND 49 FEET NORTH OF A FENCE.
 QQ0427'
 QQ0427'TO REACH THE STATION FROM THE POST OFFICE IN ROSLYN, GO SOUTH
 QQ0427'0.1 MILE TO A SIDE STREET LEFT, TURN LEFT AND GO EAST 0.1 TO A
 QQ0427'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH 0.5 MILE TO A CROSSROADS
 QQ0427'AND THE AZIMUTH MARK, TURN RIGHT AND GO EAST 0.25 MILE TO THE
 QQ0427'STATION ON THE LEFT.
 QQ0427'
 QQ0427'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 QQ0427'AND THE DISK IS STAMPED ROSLYN 1952.
 QQ0427'
 QQ0427'REFERENCE MARK 1 IS 35 FEET NORTH OF THE CENTER OF THE ROAD AND
 QQ0427'2 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 QQ0427'DISK IS STAMPED ROSLYN NO 1 1952.
 QQ0427'
 QQ0427'REFERENCE MARK 2 IS 35 FEET NORTH OF THE CENTER OF THE ROAD AND
 QQ0427'1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 QQ0427'DISK IS STAMPED ROSLYN NO 2 1952.
 QQ0427'
 QQ0427'THE AZIMUTH MARK IS 60 FEET SOUTHEAST OF THE CENTER OF THE
 QQ0427'CROSSROADS, 3 FEET NORTH OF A 3 X 4 INCH WITNESS POST AND 2 FEET
 QQ0427'SOUTH OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 QQ0427'DISK IS STAMPED ROSLYN 1952.
 QQ0427'
 QQ0427'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QQ0427
 QQ0427                          STATION RECOVERY (1973)
 QQ0427
 QQ0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LLA)
 QQ0427'CAP HAS BEEN CUT OFF AND POST HAS BEEN HIT AND CHIPPED BY
 QQ0427'DOZER.  HOWEVER, MARK APPEARS TO BE O.K. FOR A STADIA TIE.
 QQ0427
 QQ0427                          STATION RECOVERY (1973)
 QQ0427
 QQ0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QQ0427'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 QQ0427'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO REGRADING OF THE
 QQ0427'COUNTY ROAD ALL OF THE MARKS WERE IN DANGER OF BEING
 QQ0427'DESTROYED.  STATION MARKS ROSLYN 2, AND REFERENCE MARK NO. 3
 QQ0427'(AZIMUTH MARK) WERE SET OUT OF THE GRADING AREA.  UPON COMPLETION
 QQ0427'OF THE GRADING, REFERENCE MARKS NO. 4 AND NO. 5 WERE SET AND
 QQ0427'TIED INTO THE PREVIOUS OBSERVATIONS.
 QQ0427'
 QQ0427'SEE DESCRIPTION OF ROSLYN 2 1973.
 QQ0427'
 QQ0427'THE DISKS WERE REMOVED FROM ALL OF THE MARKS OF STATION ROSLYN
 QQ0427'1952 AT THIS TIME.
 QQ0427'
 QQ0427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0427'1.0 MILE SE OF ROSLYN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8012 ***********************************************************************
 AC8012  CBN         -  This is a Cooperative Base Network Control Station.
 AC8012  DESIGNATION -  ROSLYN
 AC8012  PID         -  AC8012
 AC8012  STATE/COUNTY-  SD/DAY
 AC8012  COUNTRY     -  US
 AC8012  USGS QUAD   -  STANGLAND SLOUGH (2017)
 AC8012
 AC8012                         *CURRENT SURVEY CONTROL
 AC8012  ______________________________________________________________________
 AC8012* NAD 83(2011) POSITION- 45 30 01.40521(N) 097 33 49.34897(W)   ADJUSTED
 AC8012* NAD 83(2011) ELLIP HT-   537.558 (meters)        (06/27/12)   ADJUSTED
 AC8012* NAD 83(2011) EPOCH   -  2010.00
 AC8012* NAVD 88 ORTHO HEIGHT -   562.6   (meters)     1846.    (feet) GPS OBS
 AC8012  ______________________________________________________________________
 AC8012  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8012  GEOID HEIGHT    -        -24.931 (meters)                     GEOID96
 AC8012  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 AC8012  NAD 83(2011) X  -   -589,494.748 (meters)                     COMP
 AC8012  NAD 83(2011) Y  - -4,439,506.338 (meters)                     COMP
 AC8012  NAD 83(2011) Z  -  4,526,883.029 (meters)                     COMP
 AC8012  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 AC8012
 AC8012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8012  Standards:
 AC8012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8012  -------------------------------------------------------------------
 AC8012  NETWORK    0.87   2.53           0.39   0.31   1.29     -0.07436784
 AC8012  -------------------------------------------------------------------
 AC8012  Click here for local accuracies and other accuracy information.
 AC8012
 AC8012.The horizontal coordinates were established by GPS observations
 AC8012.and adjusted by the National Geodetic Survey in June 2012.
 AC8012
 AC8012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8012.been affixed to the stable North American tectonic plate. See 
 AC8012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8012
 AC8012.The horizontal coordinates are valid at the epoch date displayed above
 AC8012.which is a decimal equivalence of Year/Month/Day.
 AC8012
 AC8012.The orthometric height was determined by GPS observations and a
 AC8012.high-resolution geoid model.
 AC8012
 AC8012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8012.GEOID18 height accuracy estimate available here.
 AC8012
 AC8012.Click photographs - Photos may exist for this station.
 AC8012
 AC8012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8012
 AC8012.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8012
 AC8012.The ellipsoidal height was determined by GPS observations
 AC8012.and is referenced to NAD 83.
 AC8012
 AC8012. The following values were computed from the NAD 83(2011) position.
 AC8012
 AC8012;                    North         East     Units Scale Factor Converg.
 AC8012;SPC SD N     -   188,116.352   790,380.061   MT  0.99996982   +1 43 27.3
 AC8012;SPC SD N     -   617,178.40  2,593,105.25   sFT  0.99996982   +1 43 27.3
 AC8012;UTM  14      - 5,039,543.143   612,211.932   MT  0.99975481   +1 01 28.4
 AC8012
 AC8012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8012!SPC SD N     -   0.99991573  x   0.99996982  =   0.99988555
 AC8012!UTM  14      -   0.99991573  x   0.99975481  =   0.99967056
 AC8012
 AC8012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1221139543(NAD 83)
 AC8012
 AC8012                          SUPERSEDED SURVEY CONTROL
 AC8012
 AC8012  NAD 83(2007)-  45 30 01.40513(N)    097 33 49.34984(W) AD(2002.00) 0
 AC8012  ELLIP H (02/10/07)  537.588  (m)                       GP(2002.00)    
 AC8012  ELLIP H (04/15/04)  537.617  (m)                       GP(       ) 2 1
 AC8012  NAD 83(1996)-  45 30 01.40450(N)    097 33 49.34935(W) AD(       ) B
 AC8012  ELLIP H (04/18/97)  537.621  (m)                       GP(       ) 4 1
 AC8012
 AC8012.Superseded values are not recommended for survey control.
 AC8012
 AC8012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8012.See file dsdata.pdf to determine how the superseded data were derived.
 AC8012
 AC8012_MARKER: Z = SEE DESCRIPTION
 AC8012_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AC8012_STAMPING: ROSLYN 1995
 AC8012_MARK LOGO: NGS
 AC8012_PROJECTION: FLUSH
 AC8012_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8012+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AC8012_ROD/PIPE-DEPTH: 6.4 meters
 AC8012_SLEEVE-DEPTH  : 1.8 meters
 AC8012
 AC8012  HISTORY     - Date     Condition        Report By
 AC8012  HISTORY     - 1994     MONUMENTED       SDDT
 AC8012  HISTORY     - 19960725 GOOD             NGS
 AC8012  HISTORY     - 20230913 MARK NOT FOUND   SDDT
 AC8012
 AC8012                          STATION DESCRIPTION
 AC8012
 AC8012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8012'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST OF ROSYLN, ON A
 AC8012'COUNTY ROAD.  OWNERSHIP--DAY COUNTY.  TO REACH THE STATION FROM THE
 AC8012'JUNCTION OF STATE HIGHWAY 25 AND MAIN STREET IN ROSYLN, GO WEST ON
 AC8012'STATE HIGHWAY 25 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A COUNTY ROAD,
 AC8012'TURN RIGHT GO WEST ON THE COUNTY ROAD FOR 2.8 MI (4.5 KM) TO THE
 AC8012'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 AC8012'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO A 1
 AC8012'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 30.0 FT (9.1 M) NORTH OF THE
 AC8012'ROAD CENTER, 25.0 FT (7.6 M) WEST OF THE CENTER OF A FIELD ENTRANCE
 AC8012'ROAD, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST, AND 1.0 FT (0.3 M) NORTH
 AC8012'OF A METAL FENCE POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC8012'5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 AC8012
 AC8012                          STATION RECOVERY (2023)
 AC8012
 AC8012'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AC8012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0428 ***********************************************************************
 QQ0428  DESIGNATION -  ROSLYN 2
 QQ0428  PID         -  QQ0428
 QQ0428  STATE/COUNTY-  SD/DAY
 QQ0428  COUNTRY     -  US
 QQ0428  USGS QUAD   -  ROSLYN (2017)
 QQ0428
 QQ0428                         *CURRENT SURVEY CONTROL
 QQ0428  ______________________________________________________________________
 QQ0428* NAD 83(1996) POSITION- 45 29 10.09269(N) 097 29 00.85320(W)   ADJUSTED
 QQ0428* NAVD 88 ORTHO HEIGHT -   571.    (meters)     1873.    (feet) SCALED
 QQ0428  ______________________________________________________________________
 QQ0428  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 QQ0428  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 QQ0428  HORZ ORDER      -  SECOND
 QQ0428
 QQ0428.The horizontal coordinates were established by classical geodetic methods
 QQ0428.and adjusted by the National Geodetic Survey in January 1998.
 QQ0428
 QQ0428.The orthometric height was scaled from a topographic map.
 QQ0428
 QQ0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0428.GEOID18 height accuracy estimate available here.
 QQ0428
 QQ0428.Click photographs - Photos may exist for this station.
 QQ0428
 QQ0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0428
 QQ0428. The following values were computed from the NAD 83(1996) position.
 QQ0428
 QQ0428;                    North         East     Units Scale Factor Converg.
 QQ0428;SPC SD N     -   186,724.569   796,689.539   MT  0.99996790   +1 46 51.5
 QQ0428;SPC SD N     -   612,612.19  2,613,805.60   sFT  0.99996790   +1 46 51.5
 QQ0428;UTM  14      - 5,038,074.725   618,502.655   MT  0.99977266   +1 04 53.3
 QQ0428
 QQ0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0428!SPC SD N     -   0.99991438  x   0.99996790  =   0.99988228
 QQ0428!UTM  14      -   0.99991438  x   0.99977266  =   0.99968706
 QQ0428
 QQ0428:                Primary Azimuth Mark                     Grid Az
 QQ0428:SPC SD N     -  ROSLYN 2 RM 3                            087 06 13.4
 QQ0428:UTM  14      -  ROSLYN 2 RM 3                            087 48 11.6
 QQ0428
 QQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1850238074(NAD 83)
 QQ0428
 QQ0428|---------------------------------------------------------------------|
 QQ0428| PID    Reference Object                     Distance      Geod. Az  |
 QQ0428|                                                           dddmmss.s |
 QQ0428| CO6017 ROSLYN 2 RM 3                                      0885304.9 |
 QQ0428| CO6015 ROSLYN RM 1                                        12412     |
 QQ0428| QQ0427 ROSLYN                                6.449 METERS 15033     |
 QQ0428| CO6018 ROSLYN 2 RM 4                                      17829     |
 QQ0428| CO6016 ROSLYN RM 2                                        22343     |
 QQ0428| QQ0425 ROSLYN 2 TEMP STAKE                  15.731 METERS 22454     |
 QQ0428| CO6019 ROSLYN 2 RM 5                        37.725 METERS 24517     |
 QQ0428| CO6014 ROSLYN AZ MK                                       2630900.2 |
 QQ0428| QQ0426 ROSLYN MUNICIPAL WATER TANK         APPROX. 1.2 KM 3303248.0 |
 QQ0428|---------------------------------------------------------------------|
 QQ0428
 QQ0428                          SUPERSEDED SURVEY CONTROL
 QQ0428
 QQ0428  NAD 83(1986)-  45 29 10.09168(N)    097 29 00.84152(W) AD(       ) 2
 QQ0428  NAD 27      -  45 29 10.25037(N)    097 28 59.51073(W) AD(       ) 2
 QQ0428
 QQ0428.Superseded values are not recommended for survey control.
 QQ0428
 QQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0428.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0428
 QQ0428_MARKER: DS = TRIANGULATION STATION DISK
 QQ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0428_STAMPING: ROSLYN 2 1973
 QQ0428_MARK LOGO: CGS
 QQ0428_PROJECTION: RECESSED 46 CENTIMETERS
 QQ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0428+STABILITY: SURFACE MOTION
 QQ0428
 QQ0428  HISTORY     - Date     Condition        Report By
 QQ0428  HISTORY     - 1973     MONUMENTED       NGS
 QQ0428
 QQ0428                          STATION DESCRIPTION
 QQ0428
 QQ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QQ0428'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF ROSLYN, ALONG
 QQ0428'THE NORTH SIDE OF A GRADED COUNTY ROAD, IN A CULTIVATED FIELD,
 QQ0428'IN SEC. 6, T 124 N, R 55 W, ON PROPERTY OF MR. TED HERRICK.
 QQ0428'
 QQ0428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 QQ0428'MAIN STREET AT THE NORTH EDGE OF ROSLYN, GO EAST ON HIGHWAY 23
 QQ0428'FOR 0.15 MILE TO A GRAVELED CROSSROAD, TURN RIGHT AND GO SOUTH
 QQ0428'1.0 MILE TO A GRAVELED CROSSROAD, TURN LEFT AND GO EAST 0.25 MILE
 QQ0428'TO THE TOP OF A SMALL HILL AND THE STATION ON THE LEFT AS
 QQ0428'DESCRIBED.
 QQ0428'
 QQ0428'TO REACH THE (AZ MK) REFERENCE MARK NO. 3, FROM THE STATION,
 QQ0428'CONTINUE EAST ON THE GRADED ROAD 0.25 MILE TO THE DRIVEWAY AND
 QQ0428'MARK ON THE LEFT AS DESCRIBED.
 QQ0428'
 QQ0428'THE STATION MARK IS A STANDARD DISK STAMPED ROSLYN 2 1973, SET
 QQ0428'IN A ROUND CONCRETE MONUMENT 18-INCHES BELOW GROUND SURFACE.  IT
 QQ0428'IS 145 FEET NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 134 FEET
 QQ0428'NORTHEAST OF THE EAST GATE POST AT THE FIELD ENTRANCE, 100 FEET
 QQ0428'NORTH OF THE CENTER OF THE COUNTY ROAD, 50 FEET NORTH OF THE
 QQ0428'NORTH RIGHT-OF-WAY FENCE AND METAL WITNESS POST, AT THE TOP OF
 QQ0428'THE BACKSLOPE.
 QQ0428'
 QQ0428'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ROSLYN 2 NO 4
 QQ0428'1973, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 QQ0428'IS 136 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, 50 FEET
 QQ0428'NORTH OF THE CENTER OF THE ROAD, 0.5 FEET SOUTH OF THE FENCE, AND
 QQ0428'1.2 FEET WEST OF A METAL WITNESS POST.
 QQ0428'
 QQ0428'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED ROSLYN 2 NO 5
 QQ0428'1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 QQ0428'IS IN THE FENCE LINE, 50 FEET NORTH OF THE CENTER OF THE ROAD,
 QQ0428'24 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, AND 12 FEET
 QQ0428'EAST OF THE EAST GATE POST.
 QQ0428'
 QQ0428'REFERENCE MARK NO. 3 (AZ MK) IS A STANDARD DISK STAMPED ROSLYN
 QQ0428'2 NO 3 1973, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 QQ0428'GROUND.  IT IS ALONG THE WEST SIDE OF THE DRIVEWAY LEADING INTO
 QQ0428'MR. HERRICKS FARMSTEAD, 102 FEET NORTH OF THE CENTER OF THE
 QQ0428'COUNTY ROAD, 24 FEET WEST OF THE CENTER OF THE DRIVEWAY, 0.5 FOOT
 QQ0428'EAST OF THE FENCE, AND 1.7 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0426 ***********************************************************************
 QQ0426  DESIGNATION -  ROSLYN MUNICIPAL WATER TANK
 QQ0426  PID         -  QQ0426
 QQ0426  STATE/COUNTY-  SD/DAY
 QQ0426  COUNTRY     -  US
 QQ0426  USGS QUAD   -  ROSLYN (2017)
 QQ0426
 QQ0426                         *CURRENT SURVEY CONTROL
 QQ0426  ______________________________________________________________________
 QQ0426* NAD 83(1996) POSITION- 45 29 44.45296(N) 097 29 28.44332(W)   ADJUSTED
 QQ0426  ______________________________________________________________________
 QQ0426  GEOID HEIGHT    -        -25.101 (meters)                     GEOID18
 QQ0426  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 QQ0426  HORZ ORDER      -  THIRD
 QQ0426
 QQ0426.The horizontal coordinates were established by classical geodetic methods
 QQ0426.and adjusted by the National Geodetic Survey in January 1998.
 QQ0426
 QQ0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0426.GEOID18 height accuracy estimate available here.
 QQ0426
 QQ0426.Click photographs - Photos may exist for this station.
 QQ0426
 QQ0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0426
 QQ0426. The following values were computed from the NAD 83(1996) position.
 QQ0426
 QQ0426;                    North         East     Units Scale Factor Converg.
 QQ0426;SPC SD N     -   187,766.225   796,057.835   MT  0.99996918   +1 46 32.0
 QQ0426;SPC SD N     -   616,029.69  2,611,733.08   sFT  0.99996918   +1 46 32.0
 QQ0426;UTM  14      - 5,039,123.809   617,883.836   MT  0.99977086   +1 04 34.2
 QQ0426
 QQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1788339123(NAD 83)
 QQ0426
 QQ0426                          SUPERSEDED SURVEY CONTROL
 QQ0426
 QQ0426  NAD 83(1986)-  45 29 44.45201(N)    097 29 28.43149(W) AD(       ) 3
 QQ0426  NAD 27      -  45 29 44.61837(N)    097 29 27.10462(W) AD(       ) 3
 QQ0426
 QQ0426.Superseded values are not recommended for survey control.
 QQ0426
 QQ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0426.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0426
 QQ0426_MARKER: 53 = ELEVATED TANK
 QQ0426
 QQ0426  HISTORY     - Date     Condition        Report By
 QQ0426  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0426
 QQ0426                          STATION DESCRIPTION
 QQ0426
 QQ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0426'THE STATION IS LOCATED IN THE TOWN OF ROSLYN, 175 FEET SOUTHEAST
 QQ0426'OF THE CENTER OF A CROSSROADS IN THE CENTER OF TOWN.  IT IS A
 QQ0426'FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH, PAINTED ALUMINUM
 QQ0426'AND HAVING A LIGHT AT THE TOP.  THE POINT OBSERVED ON WAS THE
 QQ0426'APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1001 ***********************************************************************
 PT1001  DESIGNATION -  ROSS
 PT1001  PID         -  PT1001
 PT1001  STATE/COUNTY-  SD/HUGHES
 PT1001  COUNTRY     -  US
 PT1001  USGS QUAD   -  ROUSSEAU (2017)
 PT1001
 PT1001                         *CURRENT SURVEY CONTROL
 PT1001  ______________________________________________________________________
 PT1001* NAD 83(1996) POSITION- 44 18 11.06248(N) 100 01 58.94478(W)   ADJUSTED
 PT1001* NAVD 88 ORTHO HEIGHT -   440.    (meters)     1444.    (feet) SCALED
 PT1001  ______________________________________________________________________
 PT1001  GEOID HEIGHT    -        -23.815 (meters)                     GEOID18
 PT1001  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 PT1001  HORZ ORDER      -  THIRD
 PT1001
 PT1001.The horizontal coordinates were established by classical geodetic methods
 PT1001.and adjusted by the National Geodetic Survey in January 1998.
 PT1001
 PT1001.The orthometric height was scaled from a topographic map.
 PT1001
 PT1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1001.GEOID18 height accuracy estimate available here.
 PT1001
 PT1001.Click photographs - Photos may exist for this station.
 PT1001
 PT1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1001
 PT1001. The following values were computed from the NAD 83(1996) position.
 PT1001
 PT1001;                    North         East     Units Scale Factor Converg.
 PT1001;SPC SD S     -   218,872.601   623,961.853   MT  0.99997829   +0 12 25.8
 PT1001;SPC SD S     -   718,084.53  2,047,114.85   sFT  0.99997829   +0 12 25.8
 PT1001;UTM  14      - 4,906,054.244   417,599.568   MT  0.99968350   -0 43 17.7
 PT1001
 PT1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1001!SPC SD S     -   0.99993469  x   0.99997829  =   0.99991299
 PT1001!UTM  14      -   0.99993469  x   0.99968350  =   0.99961821
 PT1001
 PT1001:                Primary Azimuth Mark                     Grid Az
 PT1001:SPC SD S     -  ROSS AZ MK                               178 39 09.4
 PT1001:UTM  14      -  ROSS AZ MK                               179 34 52.9
 PT1001
 PT1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1759906054(NAD 83)
 PT1001
 PT1001|---------------------------------------------------------------------|
 PT1001| PID    Reference Object                     Distance      Geod. Az  |
 PT1001|                                                           dddmmss.s |
 PT1001| CO6021 ROSS RM 1                             4.365 METERS 06704     |
 PT1001| CO6020 ROSS AZ MK                                         1785135.2 |
 PT1001| PT1012 LA ROCHE                            APPROX. 7.0 KM 1811745.3 |
 PT1001| CO6022 ROSS RM 2                            11.104 METERS 32420     |
 PT1001|---------------------------------------------------------------------|
 PT1001
 PT1001                          SUPERSEDED SURVEY CONTROL
 PT1001
 PT1001  NAD 83(1986)-  44 18 11.05924(N)    100 01 58.94953(W) AD(       ) 3
 PT1001  NAD 27      -  44 18 11.12000(N)    100 01 57.50200(W) AD(       ) 3
 PT1001
 PT1001.Superseded values are not recommended for survey control.
 PT1001
 PT1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1001.See file dsdata.pdf to determine how the superseded data were derived.
 PT1001
 PT1001_MARKER: DS = TRIANGULATION STATION DISK
 PT1001_SETTING: 66 = SET IN ROCK OUTCROP
 PT1001_STAMPING: ROSS 1948
 PT1001_MARK LOGO: CGS
 PT1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT1001+STABILITY: POSITION/ELEVATION WELL
 PT1001
 PT1001  HISTORY     - Date     Condition        Report By
 PT1001  HISTORY     - 1948     MONUMENTED       CGS
 PT1001  HISTORY     - 1963     GOOD             USFS
 PT1001
 PT1001                          STATION DESCRIPTION
 PT1001
 PT1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1001'THE STATION IS LOCATED ABOUT 15.5 MILES ESE OF PIERRE, ON THE
 PT1001'HIGHEST BLUFF IN THE VICINITY OVERLOOKING THE MISSOURI RIVER
 PT1001'TO THE SOUTH, 150 FEET SOUTH OF A WIRE FENCE, AND 15 FEET EAST
 PT1001'OF A WITNESS POST.  THE STATION MARK IS A STANDARD BRONZE DISK
 PT1001'SET IN BEDROCK AND IS STAMPED ROSS 1948.
 PT1001'
 PT1001'REFERENCE MARK NO. 1 IS 14.32 FEET NORTHEAST OF THE STATION.
 PT1001'THE MARK IS A STANDARD BRONZE DISK WELDED ON THE TOP OF A
 PT1001'2-INCH, IRON, TILE PIPE THAT PROJECTS 10 INCHES.  THE DISK
 PT1001'IS STAMPED ROSS NO 1 1948.
 PT1001'
 PT1001'REFERENCE MARK NO. 2 IS 36.43 FEET NORTHWEST OF THE STATION.
 PT1001'THE MARK IS A STANDARD BRONZE DISK WELDED ON THE TOP OF A
 PT1001'2-INCH, IRON, TILE PIPE THAT PROJECTS 10 INCHES.  THE DISK IS
 PT1001'STAMPED ROSS NO 2 1948.
 PT1001'
 PT1001'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF THE STATION,
 PT1001'42 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD,
 PT1001'4 FEET EAST OF A WITNESS POST, AND 2 FEET EAST OF A FENCE.
 PT1001'IT IS A STANDARD BRONZE DISK SET IN CONCRETE.  THE MARK PROJECTS
 PT1001'6 INCHES, AND THE DISK IS STAMPED ROSS 1948.
 PT1001'
 PT1001'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO EAST-SOUTHEAST
 PT1001'ON EAST CAPITOL AVENUE AND CONTINUE ON HARD-SURFACED ROAD FOR
 PT1001'3.25 MILES TO END OF HARD SURFACE, CONTINUE ON MAIN ROAD FOR
 PT1001'10.7 MILES TO RAILROAD CROSSING, CROSS RAILROAD AND CONTINUE
 PT1001'ON MAIN ROAD FOR 2.8 MILES TO A T-ROAD ON RIGHT, CONTINUE ON
 PT1001'MAIN ROAD FOR 0.15 MILE TO A WIRE GATE ON LEFT, (FROM HERE
 PT1001'THE AZIMUTH MARK IS 500 FEET EAST IN THE FENCE LINE.) TURN
 PT1001'LEFT THROUGH GATE AND GO NORTH ON MAIN TRACK ROAD FOR 0.2 MILE
 PT1001'TO END OF TRACK ROAD AT CREEK BANK ON LEFT AND LANE FENCE
 PT1001'POST ON THE RIGHT, BEAR SLIGHTLY TO RIGHT AND CONTINUE NORTH
 PT1001'ALONG EAST SIDE OF DEEP WASH AND UP CANYON FOR 0.2 MILE TO
 PT1001'END OF TRUCK TRAVEL AT HEAD OF DRAW TO THE LEFT OF A
 PT1001'KNOLL, PACK NORTHEAST UP STEEP BLUFF FOR ABOUT 150 YARDS
 PT1001'TO TOP OF KNOLL AND THE STATION AS DESCRIBED.
 PT1001'
 PT1001'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1001
 PT1001                          STATION RECOVERY (1963)
 PT1001
 PT1001'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1001'STATION AND REFERENCE MARKERS FOUND AS DESCRIBED IN GOOD CONDITION.
 PT1001'THE AZIMUTH MARKERS WAS SEARCHED FOR BUT COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0912 ***********************************************************************
 PR0912  DESIGNATION -  ROSWELL CHURCH SPIRE
 PR0912  PID         -  PR0912
 PR0912  STATE/COUNTY-  SD/MINER
 PR0912  COUNTRY     -  US
 PR0912  USGS QUAD   -  ROSWELL (2017)
 PR0912
 PR0912                         *CURRENT SURVEY CONTROL
 PR0912  ______________________________________________________________________
 PR0912* NAD 83(1996) POSITION- 44 00 23.20968(N) 097 41 43.31131(W)   ADJUSTED
 PR0912  ______________________________________________________________________
 PR0912  GEOID HEIGHT    -        -25.715 (meters)                     GEOID18
 PR0912  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 PR0912  HORZ ORDER      -  THIRD
 PR0912
 PR0912.The horizontal coordinates were established by classical geodetic methods
 PR0912.and adjusted by the National Geodetic Survey in January 1998.
 PR0912
 PR0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0912.GEOID18 height accuracy estimate available here.
 PR0912
 PR0912.Click photographs - Photos may exist for this station.
 PR0912
 PR0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0912
 PR0912. The following values were computed from the NAD 83(1996) position.
 PR0912
 PR0912;                    North         East     Units Scale Factor Converg.
 PR0912;SPC SD S     -   189,230.425   811,508.122   MT  0.99992977   +1 49 11.3
 PR0912;SPC SD S     -   620,833.49  2,662,422.90   sFT  0.99992977   +1 49 11.3
 PR0912;UTM  14      - 4,873,416.232   604,587.013   MT  0.99973453   +0 54 23.3
 PR0912
 PR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0458773416(NAD 83)
 PR0912
 PR0912                          SUPERSEDED SURVEY CONTROL
 PR0912
 PR0912  NAD 83(1986)-  44 00 23.21707(N)    097 41 43.27124(W) AD(       ) 3
 PR0912  NAD 27      -  44 00 23.31400(N)    097 41 42.00700(W) AD(       ) 3
 PR0912  USSD        -  44 00 23.48200(N)    097 41 42.41600(W) AD(       ) 3
 PR0912
 PR0912.Superseded values are not recommended for survey control.
 PR0912
 PR0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0912.See file dsdata.pdf to determine how the superseded data were derived.
 PR0912
 PR0912_MARKER: 90 = CHURCH SPIRE
 PR0912
 PR0912  HISTORY     - Date     Condition        Report By
 PR0912  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0912  HISTORY     - 1935     GOOD             CGS
 PR0912
 PR0912                          STATION DESCRIPTION
 PR0912
 PR0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0912'THE CHURCH (CATHOLIC) IS STILL STANDING AS IN 1903 BUT THE
 PR0912'BELFRY WAS REBUILT IN 1934.  HOWEVER, ITS POSITION WAS NOT
 PR0912'CHANGED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0702 ***********************************************************************
 QS0702  DESIGNATION -  ROTH
 QS0702  PID         -  QS0702
 QS0702  STATE/COUNTY-  SD/CAMPBELL
 QS0702  COUNTRY     -  US
 QS0702  USGS QUAD   -  GLENHAM (2017)
 QS0702
 QS0702                         *CURRENT SURVEY CONTROL
 QS0702  ______________________________________________________________________
 QS0702* NAD 83(1996) POSITION- 45 36 13.98963(N) 100 20 50.67855(W)   ADJUSTED
 QS0702* NAVD 88 ORTHO HEIGHT -   600.    (meters)     1968.    (feet) SCALED
 QS0702  ______________________________________________________________________
 QS0702  GEOID HEIGHT    -        -21.917 (meters)                     GEOID18
 QS0702  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 QS0702  HORZ ORDER      -  SECOND
 QS0702
 QS0702.The horizontal coordinates were established by classical geodetic methods
 QS0702.and adjusted by the National Geodetic Survey in January 1998.
 QS0702
 QS0702.The orthometric height was scaled from a topographic map.
 QS0702
 QS0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0702.GEOID18 height accuracy estimate available here.
 QS0702
 QS0702.Click photographs - Photos may exist for this station.
 QS0702
 QS0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0702
 QS0702. The following values were computed from the NAD 83(1996) position.
 QS0702
 QS0702;                    North         East     Units Scale Factor Converg.
 QS0702;SPC SD N     -   196,812.160   572,897.503   MT  0.99998563   -0 14 45.2
 QS0702;SPC SD N     -   645,707.89  1,879,581.22   sFT  0.99998563   -0 14 45.2
 QS0702;UTM  14      - 5,050,920.921   394,925.064   MT  0.99973574   -0 57 46.2
 QS0702
 QS0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0702!SPC SD N     -   0.99990932  x   0.99998563  =   0.99989495
 QS0702!UTM  14      -   0.99990932  x   0.99973574  =   0.99964508
 QS0702
 QS0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9492550920(NAD 83)
 QS0702
 QS0702                          SUPERSEDED SURVEY CONTROL
 QS0702
 QS0702  NAD 83(1986)-  45 36 13.97999(N)    100 20 50.67664(W) AD(       ) 2
 QS0702  NAD 27      -  45 36 14.00500(N)    100 20 49.21200(W) AD(       ) 2
 QS0702  MORC        -  45 36 11.35000(N)    100 20 48.81000(W) AD(       ) 3
 QS0702
 QS0702.Superseded values are not recommended for survey control.
 QS0702
 QS0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0702.See file dsdata.pdf to determine how the superseded data were derived.
 QS0702
 QS0702_MARKER: Z = SEE DESCRIPTION
 QS0702_SETTING: 0 = UNSPECIFIED SETTING
 QS0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0702
 QS0702  HISTORY     - Date     Condition        Report By
 QS0702  HISTORY     - 1889     MONUMENTED       MORC
 QS0702  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0702
 QS0702                          STATION DESCRIPTION
 QS0702
 QS0702'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0702'LOCATED ON LEFT BANK, ON A DEFINITE MOUND-SHAPED HILL ON
 QS0702'PLATEAU, ABOUT 1-1/2 MILES SW FROM JOHN ROTHS SOD HOUSE.  THE
 QS0702'STATION IS (FROM BEST INFORMATION AT HAND) NEAR THE CENTER OF
 QS0702'SEC. 36, T. 125 N., R. 79 W.
 QS0702
 QS0702                          STATION RECOVERY (1945)
 QS0702
 QS0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0702'THIS STATION WAS SEARCHED FOR BY DIGGING BUT COULD NOT BE
 QS0702'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0854 ***********************************************************************
 QS0854  DESIGNATION -  ROUGH
 QS0854  PID         -  QS0854
 QS0854  STATE/COUNTY-  SD/CORSON
 QS0854  COUNTRY     -  US
 QS0854  USGS QUAD   -  BLACK HORSE (2017)
 QS0854
 QS0854                         *CURRENT SURVEY CONTROL
 QS0854  ______________________________________________________________________
 QS0854* NAD 83(1996) POSITION- 45 42 16.51699(N) 101 29 35.60433(W)   ADJUSTED
 QS0854* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 QS0854  ______________________________________________________________________
 QS0854  GEOID HEIGHT    -        -20.275 (meters)                     GEOID18
 QS0854  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC18
 QS0854  HORZ ORDER      -  THIRD
 QS0854
 QS0854.The horizontal coordinates were established by classical geodetic methods
 QS0854.and adjusted by the National Geodetic Survey in January 1998.
 QS0854
 QS0854.The orthometric height was scaled from a topographic map.
 QS0854
 QS0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0854.GEOID18 height accuracy estimate available here.
 QS0854
 QS0854.Click photographs - Photos may exist for this station.
 QS0854
 QS0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0854
 QS0854. The following values were computed from the NAD 83(1996) position.
 QS0854
 QS0854;                    North         East     Units Scale Factor Converg.
 QS0854;SPC SD N     -   209,018.825   483,722.075   MT  1.00000417   -1 03 24.5
 QS0854;SPC SD N     -   685,755.93  1,587,011.51   sFT  1.00000417   -1 03 24.5
 QS0854;UTM  14      - 5,064,249.376   305,920.551   MT  1.00006311   -1 47 06.3
 QS0854
 QS0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0854!SPC SD N     -   0.99990231  x   1.00000417  =   0.99990648
 QS0854!UTM  14      -   0.99990231  x   1.00006311  =   0.99996542
 QS0854
 QS0854:                Primary Azimuth Mark                     Grid Az
 QS0854:SPC SD N     -  TT 15 CK                                 093 24 03.4
 QS0854:UTM  14      -  TT 15 CK                                 094 07 45.2
 QS0854
 QS0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0592064249(NAD 83)
 QS0854
 QS0854|---------------------------------------------------------------------|
 QS0854| PID    Reference Object                     Distance      Geod. Az  |
 QS0854|                                                           dddmmss.s |
 QS0854| CQ9369 ROUGH RM 1                           12.003 METERS 03432     |
 QS0854| CQ8876 TT 15 CK                                           0922038.9 |
 QS0854| CQ9370 ROUGH RM 2                           12.107 METERS 13028     |
 QS0854|---------------------------------------------------------------------|
 QS0854
 QS0854                          SUPERSEDED SURVEY CONTROL
 QS0854
 QS0854  NAD 83(1986)-  45 42 16.50866(N)    101 29 35.60116(W) AD(       ) 3
 QS0854  NAD 27      -  45 42 16.52700(N)    101 29 34.05900(W) AD(       ) 3
 QS0854
 QS0854.Superseded values are not recommended for survey control.
 QS0854
 QS0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0854.See file dsdata.pdf to determine how the superseded data were derived.
 QS0854
 QS0854_MARKER: DS = TRIANGULATION STATION DISK
 QS0854_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0854_STAMPING: ROUGH 1952
 QS0854_MARK LOGO: CGS
 QS0854_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0854
 QS0854  HISTORY     - Date     Condition        Report By
 QS0854  HISTORY     - 1952     MONUMENTED       CGS
 QS0854
 QS0854                          STATION DESCRIPTION
 QS0854
 QS0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0854'THE STATION IS IN SECTION 11, T 20 N, R 21 E, ABOUT 15 MILES
 QS0854'SOUTH AND 2-1/2 MILES EAST OF WATAUGA, 1-1/4 MILES NORTH OF THE
 QS0854'GRAND RIVER AND 134 FEET NORTH OF A WIRE FENCE.
 QS0854'
 QS0854'TO REACH THE STATION FROM THE POST OFFICE IN WATAUGA, GO SOUTH
 QS0854'FOR 0.05 MILE TO STATE HIGHWAY 8, TURN LEFT AND GO EAST ON
 QS0854'THE HIGHWAY FOR 0.35 MILE TO A CROSS ROAD, TURN RIGHT AND GO
 QS0854'SOUTH ON THE MAIN GRADED DIRT ROAD FOR 2.1 MILES, TURN LEFT
 QS0854'AND GO EAST FOR 1.0 MILE, TURN RIGHT AND GO SOUTH FOR 10.1
 QS0854'MILES TO A SMALL WOOD AND STEEL BRIDGE, CONTINUE SOUTH FOR 3.55
 QS0854'MILES TO A T-INTERSECTION, TURN LEFT, EAST, AND GO 1.0 TO
 QS0854'THE TOP OF THE RIDGE AND THE STATION ON THE LEFT, CONTINUE
 QS0854'EAST FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 QS0854'DESCRIBED.
 QS0854'
 QS0854'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 QS0854'CAST IRON SOIL PIPE.  THE PIPE PROJECTS 4 INCHES AND THE DISK
 QS0854'IS STAMPED ROUGH 1952.
 QS0854'
 QS0854'REFERENCE MARK 1 IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 QS0854'CAST IRON PIPE, IT IS 161 FEET NORTH OF A WIRE FENCE.  THE
 QS0854'PIPE PROJECTS 3 INCHES AND THE DISK IS STAMPED ROUGH NO 1
 QS0854'1952.
 QS0854'
 QS0854'REFERENCE MARK 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 QS0854'2-INCH CAST IRON PIPE, IT IS 114 FEET NORTH OF A WIRE FENCE.
 QS0854'THE PIPE PROJECTS 4 INCHES AND THE DISK IS STAMPED ROUGH NO
 QS0854'2 1952.
 QS0854'
 QS0854'THE AZIMUTH MARK IS A STANDARD USGS BENCH MARK DISK SET IN
 QS0854'THE TOP OF AN 8 INCH CONCRETE CYLINDER, IT IS 34 FEET SOUTH
 QS0854'OF THE CENTER OF A GRADED ROAD AND 2 FEET WEST OF A 4 X 4
 QS0854'INCH WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK
 QS0854'IS STAMPED 15 CK 1950 TT.
 QS0854'
 QS0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1145 ***********************************************************************
 PT1145  DESIGNATION -  ROUND
 PT1145  PID         -  PT1145
 PT1145  STATE/COUNTY-  SD/HAAKON
 PT1145  COUNTRY     -  US
 PT1145  USGS QUAD   -  MIDDLE DRAW (2017)
 PT1145
 PT1145                         *CURRENT SURVEY CONTROL
 PT1145  ______________________________________________________________________
 PT1145* NAD 83(1996) POSITION- 44 23 36.33978(N) 101 27 26.70786(W)   ADJUSTED
 PT1145* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 PT1145  ______________________________________________________________________
 PT1145  GEOID HEIGHT    -        -21.508 (meters)                     GEOID18
 PT1145  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 PT1145  HORZ ORDER      -  SECOND
 PT1145
 PT1145.The horizontal coordinates were established by classical geodetic methods
 PT1145.and adjusted by the National Geodetic Survey in January 1998.
 PT1145
 PT1145.The orthometric height was scaled from a topographic map.
 PT1145
 PT1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1145.GEOID18 height accuracy estimate available here.
 PT1145
 PT1145.Click photographs - Photos may exist for this station.
 PT1145
 PT1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1145
 PT1145. The following values were computed from the NAD 83(1996) position.
 PT1145
 PT1145;                    North         East     Units Scale Factor Converg.
 PT1145;SPC SD S     -   229,475.359   510,442.153   MT  0.99999844   -0 46 31.6
 PT1145;SPC SD S     -   752,870.41  1,674,675.63   sFT  0.99999844   -0 46 31.6
 PT1145;UTM  14      - 4,918,508.656   304,283.844   MT  1.00007109   -1 43 11.0
 PT1145
 PT1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1145!SPC SD S     -   0.99988618  x   0.99999844  =   0.99988462
 PT1145!UTM  14      -   0.99988618  x   1.00007109  =   0.99995727
 PT1145
 PT1145:                Primary Azimuth Mark                     Grid Az
 PT1145:SPC SD S     -  ROUND AZ MK RESET                        181 44 14.5
 PT1145:UTM  14      -  ROUND AZ MK RESET                        182 40 53.9
 PT1145
 PT1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0428318508(NAD 83)
 PT1145
 PT1145|---------------------------------------------------------------------|
 PT1145| PID    Reference Object                     Distance      Geod. Az  |
 PT1145|                                                           dddmmss.s |
 PT1145| PT1144 ROUND 2                               5.382 METERS 08815     |
 PT1145| CQ4822 ROUND AZ MK                                        1804140.7 |
 PT1145| AB6188 ROUND AZ MK RESET                                  1805742.9 |
 PT1145| CQ4823 ROUND RM 1                           18.734 METERS 18222     |
 PT1145| PT1148 HANSENS WIND CHARGER                APPROX.15.2 KM 2053007.5 |
 PT1145| CQ4824 ROUND RM 2                           15.316 METERS 27245     |
 PT1145|---------------------------------------------------------------------|
 PT1145
 PT1145                          SUPERSEDED SURVEY CONTROL
 PT1145
 PT1145  NAD 83(1986)-  44 23 36.33306(N)    101 27 26.70992(W) AD(       ) 2
 PT1145  NAD 27      -  44 23 36.38900(N)    101 27 25.19100(W) AD(       ) 2
 PT1145
 PT1145.Superseded values are not recommended for survey control.
 PT1145
 PT1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1145.See file dsdata.pdf to determine how the superseded data were derived.
 PT1145
 PT1145_MARKER: DS = TRIANGULATION STATION DISK
 PT1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1145_STAMPING: ROUND 1952
 PT1145_MARK LOGO: CGS
 PT1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1145+STABILITY: SURFACE MOTION
 PT1145
 PT1145  HISTORY     - Date     Condition        Report By
 PT1145  HISTORY     - 1952     MONUMENTED       CGS
 PT1145  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PT1145
 PT1145                          STATION DESCRIPTION
 PT1145
 PT1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1145'THE STATION IS ABOUT 24-1/2 MILES NORTH AND 10-1/2 MILES EAST
 PT1145'OF PHILIP, 11-1/2 MILES EAST AND 4-1/2 MILES SOUTH OF MILESVILLE,
 PT1145'22 FEET EAST OF THE CENTER OF A GRADED DIRT ROAD, 5 FEET
 PT1145'SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST, 2 FEET WEST OF
 PT1145'A WIRE FENCE AND IN SECTION 15, T 5 N, R 22 E.
 PT1145'
 PT1145'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1145'STATE HIGHWAY 73 IN PHILIP, GO NORTH ON STATE HIGHWAY 73 FOR
 PT1145'11.1 MILES TO A CROSS ROAD AND A SERVICE STATION IN THE
 PT1145'NORTHWEST ANGLE, TURN RIGHT (EAST) ON A GRADED DIRT ROAD FOR
 PT1145'7.1 MILES TO A T-ROAD ON THE LEFT, TURN LEFT (NORTH) AND GO
 PT1145'10.35 MILES TO A T-ROAD ON THE RIGHT AND A CATTLE GUARD JUST
 PT1145'AHEAD, TURN RIGHT (EAST) AND GO 3.55 MILES TO A SIDE ROAD
 PT1145'LEFT, TURN LEFT (NORTH) AND GO 2.85 MILES TO THE AZIMUTH MARK
 PT1145'ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO THE
 PT1145'STATION ON THE RIGHT.
 PT1145'
 PT1145'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1145'ROUND 1952.
 PT1145'
 PT1145'REFERENCE MARK 1 IS 21 FEET EAST OF THE CENTER OF THE GRADED
 PT1145'ROAD AND 5 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 4
 PT1145'INCHES AND THE DISK IS STAMPED ROUND NO 1 1952.
 PT1145'
 PT1145'REFERENCE MARK 2 IS 24 FEET WEST OF THE CENTER OF THE GRADED
 PT1145'ROAD AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 5
 PT1145'INCHES AND THE DISK IS STAMPED ROUND NO 2 1952.
 PT1145'
 PT1145'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF THE GRADED
 PT1145'ROAD, 2 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1
 PT1145'FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND
 PT1145'THE DISK IS STAMPED ROUND 1952.
 PT1145'
 PT1145'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1145
 PT1145                          STATION RECOVERY (1959)
 PT1145
 PT1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PT1145'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PT1145'CONDITION.  A REPORT WAS RECEIVED THAT THE AZIMUTH MARK
 PT1145'WAS IN THE WAY OF ROAD IMPROVEMENT.  UPON INVESTIGATION IT
 PT1145'WAS FOUND THAT ALL MARKS AT THIS STATION WERE IN THE WAY.  A
 PT1145'NEW STATION WAS ESTABISHED IN THE IMMEDIATE VICINITY AND ALL
 PT1145'MARKS FOR THIS STATION WERE DESTROYED.  SEE DESCRIPTION FOR
 PT1145'STATION ROUND 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1144 ***********************************************************************
 PT1144  DESIGNATION -  ROUND 2
 PT1144  PID         -  PT1144
 PT1144  STATE/COUNTY-  SD/HAAKON
 PT1144  COUNTRY     -  US
 PT1144  USGS QUAD   -  MIDDLE DRAW (2017)
 PT1144
 PT1144                         *CURRENT SURVEY CONTROL
 PT1144  ______________________________________________________________________
 PT1144* NAD 83(1996) POSITION- 44 23 36.34510(N) 101 27 26.46481(W)   NO CHECK
 PT1144* NAVD 88 ORTHO HEIGHT -   760.275 (meters)     2494.34  (feet) ADJUSTED
 PT1144  ______________________________________________________________________
 PT1144  GEOID HEIGHT    -        -21.508 (meters)                     GEOID18
 PT1144  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 PT1144  DYNAMIC HEIGHT  -        760.079 (meters)     2493.69  (feet) COMP
 PT1144  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 PT1144
 PT1144  HORZ ORDER      -  THIRD
 PT1144  VERT ORDER      -  FIRST     CLASS II
 PT1144
 PT1144.The horizontal coordinates were established by classical geodetic methods
 PT1144.and adjusted by the National Geodetic Survey in January 1998.
 PT1144
 PT1144.No horizontal observational check was made to the station.
 PT1144
 PT1144.The orthometric height was determined by differential leveling and
 PT1144.adjusted by the NATIONAL GEODETIC SURVEY
 PT1144.in October 1997.
 PT1144
 PT1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1144.GEOID18 height accuracy estimate available here.
 PT1144
 PT1144.Click photographs - Photos may exist for this station.
 PT1144
 PT1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1144
 PT1144.The dynamic height is computed by dividing the NAVD 88
 PT1144.geopotential number by the normal gravity value computed on the
 PT1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1144.degrees latitude (g = 980.6199 gals.).
 PT1144
 PT1144.The modeled gravity was interpolated from observed gravity values.
 PT1144
 PT1144. The following values were computed from the NAD 83(1996) position.
 PT1144
 PT1144;                    North         East     Units Scale Factor Converg.
 PT1144;SPC SD S     -   229,475.451   510,447.534   MT  0.99999844   -0 46 31.5
 PT1144;SPC SD S     -   752,870.71  1,674,693.28   sFT  0.99999844   -0 46 31.5
 PT1144;UTM  14      - 4,918,508.659   304,289.226   MT  1.00007107   -1 43 10.8
 PT1144
 PT1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1144!SPC SD S     -   0.99988418  x   0.99999844  =   0.99988262
 PT1144!UTM  14      -   0.99988418  x   1.00007107  =   0.99995524
 PT1144
 PT1144:                Primary Azimuth Mark                     Grid Az
 PT1144:SPC SD S     -  ROUND AZ MK RESET                        182 00 05.0
 PT1144:UTM  14      -  ROUND AZ MK RESET                        182 56 44.3
 PT1144
 PT1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0428918508(NAD 83)
 PT1144
 PT1144|---------------------------------------------------------------------|
 PT1144| PID    Reference Object                     Distance      Geod. Az  |
 PT1144|                                                           dddmmss.s |
 PT1144| AB6187 ROUND 2 RM 3                         19.388 METERS 18010     |
 PT1144| CQ4822 ROUND AZ MK                                        1805739.8 |
 PT1144| AB6188 ROUND AZ MK RESET                                  1811333.5 |
 PT1144| PT1145 ROUND                                 5.382 METERS 26815     |
 PT1144| AB6186 ROUND 2 RM 4                         25.716 METERS 27300     |
 PT1144|---------------------------------------------------------------------|
 PT1144
 PT1144                          SUPERSEDED SURVEY CONTROL
 PT1144
 PT1144  NAD 83(1986)-  44 23 36.33838(N)    101 27 26.46689(W) AD(       ) 3
 PT1144  NAD 27      -  44 23 36.39400(N)    101 27 24.94800(W) AD(       ) 3
 PT1144
 PT1144.Superseded values are not recommended for survey control.
 PT1144
 PT1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1144.See file dsdata.pdf to determine how the superseded data were derived.
 PT1144
 PT1144_MARKER: DS = TRIANGULATION STATION DISK
 PT1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1144_STAMPING: ROUND 2 1959
 PT1144_MARK LOGO: CGS
 PT1144_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1144+STABILITY: SURFACE MOTION
 PT1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1144+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 PT1144
 PT1144  HISTORY     - Date     Condition        Report By
 PT1144  HISTORY     - 1959     MONUMENTED       CGS
 PT1144  HISTORY     - 19950718 GOOD             NGS
 PT1144  HISTORY     - 20120607 GOOD             INDIV
 PT1144
 PT1144                          STATION DESCRIPTION
 PT1144
 PT1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PT1144'THE STATION IS ABOUT 24-1/2 MILES NORTH AND 10-1/2 MILES EAST
 PT1144'OF PHILIP, 11-1/2 MILES EAST AND 4-1/2 MILES SOUTH OF MILESVILLE,
 PT1144'IN SEC. 15, T. 5 N., R. 22 E., ABOUT 40 FEET EAST OF THE
 PT1144'CENTERLINE OF THE ROAD AND 3 FEET SOUTH OF A WHITE WITNESS
 PT1144'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 PT1144'ROUND 2 1959.
 PT1144'
 PT1144'R.M. NO. 3 IS SOUTH OF THE STATION AND IS ABOUT 40 FEET EAST
 PT1144'OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS ABOUT 5
 PT1144'INCHES AND THE DISK IS STAMPED ROUND 2 NO 3 1959.
 PT1144'
 PT1144'R.M. NO. 4 IS WEST OF THE STATION, ABOUT 40 FEET WEST OF THE
 PT1144'CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 PT1144'FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 PT1144'ROUND 2 NO 4 1959.
 PT1144'
 PT1144'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION,
 PT1144'ABOUT 45 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 PT1144'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 PT1144'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 PT1144'STAMPED ROUND 1952 RESET 1959.  THIS MARK WAS SET BEFORE IT WAS
 PT1144'LEARNED THAT THE STATION WOULD ALSO HAVE TO BE MOVED.  THE
 PT1144'STAMPING ON THE MARK WAS NOT CHANGED WHEN THE NEW STATION WAS
 PT1144'ESTABLISHED.
 PT1144'
 PT1144'TO REACH FROM PHILIP, GO NORTH ON STATE HIGHWAY 73 FOR ABOUT
 PT1144'25 MILES TO JUNCTION WITH STATE HIGHWAY 24 AT BILLSBURG, TURN
 PT1144'RIGHT AND GO EAST ON STATE HIGHWAY 24 FOR 12.0 MILES TO
 PT1144'CROSSROADS, TURN LEFT AND GO NORTH ON GRADED ROAD FOR 1.3 MILES
 PT1144'TO THE AZIMUTH MARK ON LEFT, CONTINUE NORTH FOR 0.7 MILE TO TOP
 PT1144'OF GRADE AND STATION ON RIGHT.
 PT1144
 PT1144                          STATION RECOVERY (1995)
 PT1144
 PT1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1144'35.3 KM (21.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PT1144'OFFICE IN HAYES, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG A GRAVELED
 PT1144'ROAD, 22.6 M (74.1 FT) EAST OF REFERENCE MARK 4, 19.4 M (63.6 FT)
 PT1144'NORTH OF REFERENCE MARK 3, 15.0 M (49.2 FT) SOUTH OF THE CENTER OF A
 PT1144'GATE, 14.1 M (46.3 FT) EAST OF THE ROAD CENTER, 3.1 M (10.2 FT) EAST
 PT1144'OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PT1144'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PT1144'SURFACE.
 PT1144
 PT1144                          STATION RECOVERY (2012)
 PT1144
 PT1144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT1144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6187 ***********************************************************************
 AB6187  DESIGNATION -  ROUND 2 RM 3
 AB6187  PID         -  AB6187
 AB6187  STATE/COUNTY-  SD/HAAKON
 AB6187  COUNTRY     -  US
 AB6187  USGS QUAD   -  MIDDLE DRAW (2017)
 AB6187
 AB6187                         *CURRENT SURVEY CONTROL
 AB6187  ______________________________________________________________________
 AB6187* NAD 83(1986) POSITION- 44 23 35.72   (N) 101 27 26.47   (W)   HD_HELD1
 AB6187* NAVD 88 ORTHO HEIGHT -   759.890 (meters)     2493.07  (feet) ADJUSTED
 AB6187  ______________________________________________________________________
 AB6187  GEOID HEIGHT    -        -21.508 (meters)                     GEOID18
 AB6187  DYNAMIC HEIGHT  -        759.694 (meters)     2492.43  (feet) COMP
 AB6187  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 AB6187
 AB6187  VERT ORDER      -  FIRST     CLASS II
 AB6187
 AB6187.The horizontal coordinates were determined by differentially corrected
 AB6187.hand held GPS observations or other comparable positioning techniques
 AB6187.and have an estimated accuracy of +/- 3 meters.
 AB6187
 AB6187.The orthometric height was determined by differential leveling and
 AB6187.adjusted by the NATIONAL GEODETIC SURVEY
 AB6187.in October 1997.
 AB6187
 AB6187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6187.GEOID18 height accuracy estimate available here.
 AB6187
 AB6187.Click photographs - Photos may exist for this station.
 AB6187
 AB6187.The dynamic height is computed by dividing the NAVD 88
 AB6187.geopotential number by the normal gravity value computed on the
 AB6187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6187.degrees latitude (g = 980.6199 gals.).
 AB6187
 AB6187.The modeled gravity was interpolated from observed gravity values.
 AB6187
 AB6187;                    North         East    Units  Estimated Accuracy
 AB6187;SPC SD S     -   229,456.2     510,447.2     MT  (+/- 3 meters HH1 GPS) 
 AB6187
 AB6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0428818489(NAD 83)
 AB6187
 AB6187                          SUPERSEDED SURVEY CONTROL
 AB6187
 AB6187.No superseded survey control is available for this station.
 AB6187
 AB6187_MARKER: DR = REFERENCE MARK DISK
 AB6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6187_STAMPING: ROUND 2 NO 3 1959
 AB6187_MARK LOGO: CGS
 AB6187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6187+STABILITY: SURFACE MOTION
 AB6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6187+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB6187
 AB6187  HISTORY     - Date     Condition        Report By
 AB6187  HISTORY     - 1959     MONUMENTED       CGS
 AB6187  HISTORY     - 19950718 GOOD             NGS
 AB6187  HISTORY     - 20120607 GOOD             INDIV
 AB6187
 AB6187                          STATION DESCRIPTION
 AB6187
 AB6187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6187'35.3 KM (21.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB6187'OFFICE IN HAYES, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG A GRAVELED
 AB6187'ROAD, 24.4 M (80.1 FT) SOUTH OF THE CENTER OF A GATE, 19.4 M (63.6 FT)
 AB6187'SOUTH OF TRIANGULATION STATION ROUND 2, 13.9 M (45.6 FT) EAST OF THE
 AB6187'ROAD CENTER, 2.9 M (9.5 FT) EAST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE
 AB6187'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 AB6187'GROUND SURFACE.
 AB6187
 AB6187                          STATION RECOVERY (2012)
 AB6187
 AB6187'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6186 ***********************************************************************
 AB6186  DESIGNATION -  ROUND 2 RM 4
 AB6186  PID         -  AB6186
 AB6186  STATE/COUNTY-  SD/HAAKON
 AB6186  COUNTRY     -  US
 AB6186  USGS QUAD   -  MIDDLE DRAW (2017)
 AB6186
 AB6186                         *CURRENT SURVEY CONTROL
 AB6186  ______________________________________________________________________
 AB6186* NAD 83(1986) POSITION- 44 23 36.39   (N) 101 27 27.63   (W)   HD_HELD1
 AB6186* NAVD 88 ORTHO HEIGHT -   758.824 (meters)     2489.58  (feet) ADJUSTED
 AB6186  ______________________________________________________________________
 AB6186  GEOID HEIGHT    -        -21.507 (meters)                     GEOID18
 AB6186  DYNAMIC HEIGHT  -        758.628 (meters)     2488.93  (feet) COMP
 AB6186  MODELED GRAVITY -    980,334.3   (mgal)                       NAVD 88
 AB6186
 AB6186  VERT ORDER      -  FIRST     CLASS II
 AB6186
 AB6186.The horizontal coordinates were determined by differentially corrected
 AB6186.hand held GPS observations or other comparable positioning techniques
 AB6186.and have an estimated accuracy of +/- 3 meters.
 AB6186
 AB6186.The orthometric height was determined by differential leveling and
 AB6186.adjusted by the NATIONAL GEODETIC SURVEY
 AB6186.in October 1997.
 AB6186
 AB6186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6186.GEOID18 height accuracy estimate available here.
 AB6186
 AB6186.Click photographs - Photos may exist for this station.
 AB6186
 AB6186.The dynamic height is computed by dividing the NAVD 88
 AB6186.geopotential number by the normal gravity value computed on the
 AB6186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6186.degrees latitude (g = 980.6199 gals.).
 AB6186
 AB6186.The modeled gravity was interpolated from observed gravity values.
 AB6186
 AB6186;                    North         East    Units  Estimated Accuracy
 AB6186;SPC SD S     -   229,477.2     510,421.8     MT  (+/- 3 meters HH1 GPS) 
 AB6186
 AB6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0426318510(NAD 83)
 AB6186
 AB6186                          SUPERSEDED SURVEY CONTROL
 AB6186
 AB6186.No superseded survey control is available for this station.
 AB6186
 AB6186_MARKER: DR = REFERENCE MARK DISK
 AB6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6186_STAMPING: ROUND 2 NO 4 1959
 AB6186_MARK LOGO: CGS
 AB6186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6186+STABILITY: SURFACE MOTION
 AB6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6186+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 AB6186
 AB6186  HISTORY     - Date     Condition        Report By
 AB6186  HISTORY     - 1959     MONUMENTED       CGS
 AB6186  HISTORY     - 19950718 GOOD             NGS
 AB6186  HISTORY     - 20120607 GOOD             INDIV
 AB6186
 AB6186                          STATION DESCRIPTION
 AB6186
 AB6186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6186'35.3 KM (21.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB6186'OFFICE IN HAYES, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG A GRAVELED
 AB6186'ROAD, 22.4 M (73.5 FT) SOUTH OF A T-FENCE CORNER, 22.6 M (74.1 FT)
 AB6186'WEST OF TRIANGULATION STATION ROUND 2, 11.6 M (38.1 FT) WEST OF THE
 AB6186'ROAD CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0
 AB6186'FT) EAST OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 AB6186'THE GROUND SURFACE.
 AB6186
 AB6186                          STATION RECOVERY (2012)
 AB6186
 AB6186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6188 ***********************************************************************
 AB6188  DESIGNATION -  ROUND AZ MK RESET
 AB6188  PID         -  AB6188
 AB6188  STATE/COUNTY-  SD/HAAKON
 AB6188  COUNTRY     -  US
 AB6188  USGS QUAD   -  MIDDLE DRAW (2017)
 AB6188
 AB6188                         *CURRENT SURVEY CONTROL
 AB6188  ______________________________________________________________________
 AB6188* NAD 83(1986) POSITION- 44 22 56.     (N) 101 27 31.     (W)   SCALED
 AB6188* NAVD 88 ORTHO HEIGHT -   750.405 (meters)     2461.95  (feet) ADJUSTED
 AB6188  ______________________________________________________________________
 AB6188  GEOID HEIGHT    -        -21.512 (meters)                     GEOID18
 AB6188  DYNAMIC HEIGHT  -        750.208 (meters)     2461.31  (feet) COMP
 AB6188  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 AB6188
 AB6188  VERT ORDER      -  FIRST     CLASS II
 AB6188
 AB6188.The horizontal coordinates were scaled from a map and have
 AB6188.an estimated accuracy of +/- 6 seconds.
 AB6188
 AB6188.The orthometric height was determined by differential leveling and
 AB6188.adjusted by the NATIONAL GEODETIC SURVEY
 AB6188.in October 1997.
 AB6188
 AB6188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6188.GEOID18 height accuracy estimate available here.
 AB6188
 AB6188.Click photographs - Photos may exist for this station.
 AB6188
 AB6188.The dynamic height is computed by dividing the NAVD 88
 AB6188.geopotential number by the normal gravity value computed on the
 AB6188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6188.degrees latitude (g = 980.6199 gals.).
 AB6188
 AB6188.The modeled gravity was interpolated from observed gravity values.
 AB6188
 AB6188;                    North         East    Units  Estimated Accuracy
 AB6188;SPC SD S     -   228,230.      510,330.      MT  (+/- 180 meters Scaled)
 AB6188
 AB6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ041172(NAD 83)
 AB6188
 AB6188                          SUPERSEDED SURVEY CONTROL
 AB6188
 AB6188.No superseded survey control is available for this station.
 AB6188
 AB6188_MARKER: DZ = AZIMUTH MARK DISK
 AB6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6188_STAMPING: ROUND 1952 RESET 1959
 AB6188_MARK LOGO: CGS
 AB6188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6188+STABILITY: SURFACE MOTION
 AB6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6188+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 AB6188
 AB6188  HISTORY     - Date     Condition        Report By
 AB6188  HISTORY     - 1959     MONUMENTED       CGS
 AB6188  HISTORY     - 19950718 GOOD             NGS
 AB6188  HISTORY     - 20120607 POOR             INDIV
 AB6188
 AB6188                          STATION DESCRIPTION
 AB6188
 AB6188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6188'35.3 KM (21.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 AB6188'OFFICE IN HAYES, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG A GRAVELED
 AB6188'ROAD, 11.0 M (36.1 FT) WEST OF THE ROAD CENTER, 2.6 M (8.5 FT) EAST OF
 AB6188'A FENCE, 0.6 M (2.0 FT) 4 BY 4-INCH WOODEN POST, 0.5 M (1.6 FT) ABOVE
 AB6188'THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AB6188'THE GROUND SURFACE.
 AB6188
 AB6188                          STATION RECOVERY (2012)
 AB6188
 AB6188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6188'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0868 ***********************************************************************
 PR0868  DESIGNATION -  ROUND CHURCH SPIRE
 PR0868  PID         -  PR0868
 PR0868  STATE/COUNTY-  SD/KINGSBURY
 PR0868  COUNTRY     -  US
 PR0868  USGS QUAD   -  ARLINGTON (2017)
 PR0868
 PR0868                         *CURRENT SURVEY CONTROL
 PR0868  ______________________________________________________________________
 PR0868* NAD 83(1996) POSITION- 44 19 09.69239(N) 097 13 44.45946(W)   ADJUSTED
 PR0868  ______________________________________________________________________
 PR0868  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 PR0868  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 PR0868  HORZ ORDER      -  THIRD
 PR0868
 PR0868.The horizontal coordinates were established by classical geodetic methods
 PR0868.and adjusted by the National Geodetic Survey in January 1998.
 PR0868
 PR0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0868.GEOID18 height accuracy estimate available here.
 PR0868
 PR0868.Click photographs - Photos may exist for this station.
 PR0868
 PR0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0868
 PR0868. The following values were computed from the NAD 83(1996) position.
 PR0868
 PR0868;                    North         East     Units Scale Factor Converg.
 PR0868;SPC SD N     -    57,791.596   821,015.712   MT  1.00002006   +1 57 40.1
 PR0868;SPC SD N     -   189,604.59  2,693,615.72   sFT  1.00002006   +1 57 40.1
 PR0868;UTM  14      - 4,908,869.457   641,223.775   MT  0.99984528   +1 14 15.1
 PR0868
 PR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4122308869(NAD 83)
 PR0868
 PR0868                          SUPERSEDED SURVEY CONTROL
 PR0868
 PR0868  NAD 83(1986)-  44 19 09.68970(N)    097 13 44.43226(W) AD(       ) 3
 PR0868  NAD 27      -  44 19 09.80000(N)    097 13 43.18800(W) AD(       ) 3
 PR0868  USSD        -  44 19 09.97100(N)    097 13 43.62200(W) AD(       ) 3
 PR0868
 PR0868.Superseded values are not recommended for survey control.
 PR0868
 PR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0868.See file dsdata.pdf to determine how the superseded data were derived.
 PR0868
 PR0868_MARKER: 90 = CHURCH SPIRE
 PR0868
 PR0868  HISTORY     - Date     Condition        Report By
 PR0868  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0868  HISTORY     - 1935     GOOD             CGS
 PR0868
 PR0868                          STATION DESCRIPTION
 PR0868
 PR0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0868'THE CHURCH WHICH AGREES IN LOCATION WITH THE GEOGRAPHIC
 PR0868'POSITION GIVEN FOR ROUND CHURCH SPIRE IS THE LAKE WHITEWOOD
 PR0868'LUTHERAN CHURCH IN NW 1/4 SEC. 20, T. 110 N., R. 54 W.  IT IS
 PR0868'STANDING JUST AS IN 1903.  HOWEVER, IT HAS AN OCTAGONAL SPIRE
 PR0868'WHICH APPEARS ROUND UNTIL APPROACHING VERY CLOSE TO THE
 PR0868'BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0787 ***********************************************************************
 QS0787  DESIGNATION -  ROUSSEAU
 QS0787  PID         -  QS0787
 QS0787  STATE/COUNTY-  SD/DEWEY
 QS0787  COUNTRY     -  US
 QS0787  USGS QUAD   -  RIDGEVIEW SW (2017)
 QS0787
 QS0787                         *CURRENT SURVEY CONTROL
 QS0787  ______________________________________________________________________
 QS0787* NAD 83(1996) POSITION- 45 01 17.69605(N) 100 53 32.56172(W)   ADJUSTED
 QS0787* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 QS0787  ______________________________________________________________________
 QS0787  GEOID HEIGHT    -        -21.731 (meters)                     GEOID18
 QS0787  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 QS0787  HORZ ORDER      -  FIRST
 QS0787
 QS0787.The horizontal coordinates were established by classical geodetic methods
 QS0787.and adjusted by the National Geodetic Survey in January 1998.
 QS0787
 QS0787.The orthometric height was scaled from a topographic map.
 QS0787
 QS0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0787.GEOID18 height accuracy estimate available here.
 QS0787
 QS0787.Click photographs - Photos may exist for this station.
 QS0787
 QS0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0787
 QS0787. The following values were computed from the NAD 83(1996) position.
 QS0787
 QS0787;                    North         East     Units Scale Factor Converg.
 QS0787;SPC SD N     -   132,428.605   529,670.916   MT  0.99993924   -0 37 53.7
 QS0787;SPC SD N     -   434,476.18  1,737,762.00   sFT  0.99993924   -0 37 53.7
 QS0787;UTM  14      - 4,987,089.880   350,907.630   MT  0.99987333   -1 20 19.9
 QS0787
 QS0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0787!SPC SD N     -   0.99988858  x   0.99993924  =   0.99982783
 QS0787!UTM  14      -   0.99988858  x   0.99987333  =   0.99976192
 QS0787
 QS0787:                Primary Azimuth Mark                     Grid Az
 QS0787:SPC SD N     -  ROUSSEAU AZ MK                           316 23 43.2
 QS0787:UTM  14      -  ROUSSEAU AZ MK                           317 06 09.4
 QS0787
 QS0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5090787089(NAD 83)
 QS0787
 QS0787|---------------------------------------------------------------------|
 QS0787| PID    Reference Object                     Distance      Geod. Az  |
 QS0787|                                                           dddmmss.s |
 QS0787| CO6023 ROUSSEAU RM 1                        46.732 METERS 02303     |
 QS0787| QS0784 RIDGEVIEW BAGLEY ELEV S GAB         APPROX.10.2 KM 0450909.7 |
 QS0787| QS0876 SIMONS BARN AIR VENTILATOR          APPROX.10.0 KM 2712444.7 |
 QS0787| CO6024 ROUSSEAU RM 2                        48.326 METERS 30854     |
 QS0787| QS0786 T12N R26E SEC 1 SE COR              141.642 METERS 31000     |
 QS0787| QS0953 ROUSSEAU AZ MK                                     3154549.5 |
 QS0787| QS0785 MOSSMAN CATHOLIC CHURCH SPIRE       APPROX. 1.7 KM 3551453.1 |
 QS0787|---------------------------------------------------------------------|
 QS0787
 QS0787                          SUPERSEDED SURVEY CONTROL
 QS0787
 QS0787  NAD 83(1986)-  45 01 17.68886(N)    100 53 32.56170(W) AD(       ) 1
 QS0787  NAD 27      -  45 01 17.75300(N)    100 53 31.04400(W) AD(       ) 1
 QS0787
 QS0787.Superseded values are not recommended for survey control.
 QS0787
 QS0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0787.See file dsdata.pdf to determine how the superseded data were derived.
 QS0787
 QS0787_MARKER: DS = TRIANGULATION STATION DISK
 QS0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0787_STAMPING: ROUSSEAU 1938
 QS0787_MARK LOGO: CGS
 QS0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0787+STABILITY: SURFACE MOTION
 QS0787
 QS0787  HISTORY     - Date     Condition        Report By
 QS0787  HISTORY     - 1938     MONUMENTED       CGS
 QS0787  HISTORY     - 1952     GOOD             CGS
 QS0787
 QS0787                          STATION DESCRIPTION
 QS0787
 QS0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0787'STATION IS LOCATED IN THE CHEYENNE RIVER INDIAN RESERVATION
 QS0787'4-1/2 MILES S AND 4-1/2 MILES W OF RIDGEVIEW, AND 2-1/2 MILES
 QS0787'E OF MOSSMAN RAILROAD STATION, AND 1.1 MILES S OF CATHOLIC
 QS0787'CHURCH ON THE SUMMIT OF A KNOLL IN PASTURE LAND AT THE EXTREME
 QS0787'S EDGE OF FOX RIDGE AND AT THE HEAD OF ROUSSEAU CREEK.
 QS0787'
 QS0787'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 QS0787'STANDARD BRONZE DISKS SET IN CONCRETE.
 QS0787'
 QS0787'STATION IS REACHED AS FOLLOWS--FROM THIS POST OFFICE IN
 QS0787'RIDGEVIEW GO W ON U.S. HIGHWAY 212, 6.6 MILES, OR 0.6 MILE
 QS0787'AFTER PASSING THE CATHOLIC CHURCH ON THE RIGHT, TO A RED
 QS0787'STEEL GATE AFTER CROSSING THE RAILROAD TRACKS ON THE S, GO
 QS0787'S THROUGH RED GATE AND FOLLOW ROAD E ALONG FENCE LINE 0.55 MILE
 QS0787'TO A WIRE GATE JUST W OF T-FENCE CORNER, GO S THROUGH WIRE
 QS0787'GATE AND FOLLOW ROAD S 0.55 MILE TO A WIRE GATE, JUST W OF
 QS0787'FENCE CORNER, GO S THROUGH WIRE GATE AND DRIVE S THROUGH
 QS0787'PASTURE 0.1 MILE TO TOP OF KNOLL AND STATION.
 QS0787'
 QS0787'AZIMUTH MARK IS ABOUT 3/4 MILES N OF STATION, ABOUT 30 YARDS
 QS0787'W OF RED STEEL GATE, AND ABOUT 30 FEET S OF RAILROAD TRACKS
 QS0787'ON THE FENCE LINE.
 QS0787'
 QS0787'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QS0787
 QS0787                          STATION RECOVERY (1952)
 QS0787
 QS0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0787'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 QS0787'CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENTS TO
 QS0787'BOTH REFERENCE MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 QS0787'
 QS0787'THE STATION IS ON THE CHEYENNE RIVER INDIAN RESERVATION, ABOUT
 QS0787'4-1/2 MILES SOUTH AND 4-1/2 MILES WEST OF RIDGEVIEW, 2-1/2
 QS0787'MILES EAST OF MOSSMAN RAILROAD STATION, 1.1 MILES SOUTH OF A
 QS0787'CATHOLIC CHURCH, 57 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 QS0787'CORNER OF A RANCH HOUSE, AND 33 FEET SOUTH OF A WIRE FENCE.
 QS0787'
 QS0787'TO REACH THE STATION FROM THE RAILROAD STATION IN PARADE, GO
 QS0787'EASTERLY ON U.S. HIGHWAY 212 FOR 9.1 MILES TO THE CATTLE PENS
 QS0787'AT THATCHER SIDING ON THE RIGHT, CONTINUE (EAST) ON THE
 QS0787'HIGHWAY FOR 1.3 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 QS0787'(SOUTH) CROSS TRACKS AND STEEL GATE AND THE AZIMUTH MARK ON THE
 QS0787'RIGHT AS DESCRIBED BELOW, CONTINUE SOUTHERLY ON A TRACK ROAD
 QS0787'AND GO FOR 0.4 MILE TO A WIRE GATE AND THE GLO MARK ON THE
 QS0787'RIGHT AS DESCRIBED BELOW, CONTINUE (SOUTHERLY) FOR 0.1 MILE
 QS0787'TO THE RANCH HOUSE AND THE STATION.
 QS0787'
 QS0787'THE STATION MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 QS0787'ROUSSEAU 1938.
 QS0787'
 QS0787'REFERENCE MARK 1 IS 7.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 QS0787'CORNER OF A CHICKEN COOP.  THE MARK PROJECTS 10 INCHES AND THE
 QS0787'DISK IS STAMPED ROUSSEAU NO 1 1938.
 QS0787'
 QS0787'REFERENCE MARK 2 IS 7 FEET SOUTH OF THE CENTER OF THE ROAD.
 QS0787'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED ROUSSEAU NO 2
 QS0787'1938.
 QS0787'
 QS0787'THE AZIMUTH MARK IS 215 FEET WEST OF THE CENTER OF A STEEL
 QS0787'GATE, 47.2 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, 3
 QS0787'FEET EAST-NORTHEAST OF A FENCE CORNER, AND 3 FEET WEST-SOUTHWEST
 QS0787'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES
 QS0787'AND THE DISK IS STAMPED ROUSSEAU 1938.
 QS0787'
 QS0787'A TRAVERSE MEASUREMENT WAS MADE TO T 12 N, R 26 E, SECTION 1,
 QS0787'SE CORNER (GLO).  IT IS 83.5 FEET WEST OF A GATE AND IN A FENCE
 QS0787'LINE.  IT IS A STANDARD GENERAL LAND OFFICE DISK BOLTED TO THE
 QS0787'TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 12 INCHES.  THE
 QS0787'DISK IS STAMPED T 12 N, R 26 E, R 27 E, 945 3572, S1, S6, S12,
 QS0787'2912, 1928.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1003 ***********************************************************************
 PT1003  DESIGNATION -  ROUSSEAU RESET
 PT1003  PID         -  PT1003
 PT1003  STATE/COUNTY-  SD/HUGHES
 PT1003  COUNTRY     -  US
 PT1003  USGS QUAD   -  ROUSSEAU (2017)
 PT1003
 PT1003                         *CURRENT SURVEY CONTROL
 PT1003  ______________________________________________________________________
 PT1003* NAD 83(1996) POSITION- 44 19 28.80437(N) 100 05 18.51531(W)   ADJUSTED
 PT1003* NAVD 88 ORTHO HEIGHT -   476.    (meters)     1562.    (feet) SCALED
 PT1003  ______________________________________________________________________
 PT1003  GEOID HEIGHT    -        -23.767 (meters)                     GEOID18
 PT1003  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 PT1003  HORZ ORDER      -  SECOND
 PT1003
 PT1003.The horizontal coordinates were established by classical geodetic methods
 PT1003.and adjusted by the National Geodetic Survey in January 1998.
 PT1003
 PT1003.The orthometric height was scaled from a topographic map.
 PT1003
 PT1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1003.GEOID18 height accuracy estimate available here.
 PT1003
 PT1003.Click photographs - Photos may exist for this station.
 PT1003
 PT1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1003
 PT1003. The following values were computed from the NAD 83(1996) position.
 PT1003
 PT1003;                    North         East     Units Scale Factor Converg.
 PT1003;SPC SD S     -   221,257.624   619,531.264   MT  0.99998288   +0 10 08.1
 PT1003;SPC SD S     -   725,909.39  2,032,578.82   sFT  0.99998288   +0 10 08.1
 PT1003;UTM  14      - 4,908,510.079   413,209.519   MT  0.99969264   -0 45 38.1
 PT1003
 PT1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1003!SPC SD S     -   0.99992904  x   0.99998288  =   0.99991192
 PT1003!UTM  14      -   0.99992904  x   0.99969264  =   0.99962170
 PT1003
 PT1003:                Primary Azimuth Mark                     Grid Az
 PT1003:SPC SD S     -  NARSELLES RESET                          214 12 20.7
 PT1003:UTM  14      -  NARSELLES RESET                          215 08 06.9
 PT1003
 PT1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1320908510(NAD 83)
 PT1003
 PT1003|---------------------------------------------------------------------|
 PT1003| PID    Reference Object                     Distance      Geod. Az  |
 PT1003|                                                           dddmmss.s |
 PT1003| PT1004 NARSELLES RESET                     APPROX. 4.9 KM 2142228.8 |
 PT1003|---------------------------------------------------------------------|
 PT1003
 PT1003                          SUPERSEDED SURVEY CONTROL
 PT1003
 PT1003  NAD 83(1986)-  44 19 28.80102(N)    100 05 18.52048(W) AD(       ) 2
 PT1003  NAD 27      -  44 19 28.86300(N)    100 05 17.07100(W) AD(       ) 2
 PT1003  MORC        -  44 19 26.16000(N)    100 05 16.95000(W) AD(       ) 3
 PT1003
 PT1003.Superseded values are not recommended for survey control.
 PT1003
 PT1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1003.See file dsdata.pdf to determine how the superseded data were derived.
 PT1003
 PT1003_MARKER: DH = HORIZONTAL CONTROL DISK
 PT1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1003_STAMPING: ROUSSEAU MORC 1889 1981
 PT1003_MARK LOGO: NGS
 PT1003_PROJECTION: RECESSED 30 CENTIMETERS
 PT1003_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1003+STABILITY: SURFACE MOTION
 PT1003
 PT1003  HISTORY     - Date     Condition        Report By
 PT1003  HISTORY     - 1889     MONUMENTED       MORC
 PT1003
 PT1003                          STATION DESCRIPTION
 PT1003
 PT1003'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (CLN)
 PT1003'THE PIPE MINUS THE CAP WAS RECOVERED.  IT WAS REMOVED AND THE
 PT1003'UNDERGROUND MARK RECOVERED.  A NEW SURFACE MARK, REFERENCE MARKS 1 AND
 PT1003'2 AND AN AZIMUTH MARK WERE ESTABLISHED.  A CHECK ANGLE WAS OBSERVED
 PT1003'BETWEEN STATIONS NARSELLES MORC 1948 AND PERRY MORC 1948 AND IT
 PT1003'CHECKED THE OLD DATA FAVORABLY.  NEW DESCRIPTIVE TEXT FOLLOWS.
 PT1003'
 PT1003'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) EAST OF PIERRE, 1.6 KM
 PT1003'(1.00 MI) NORTH OF THE MISSOURI RIVER, AND 300 M (984.2 FT) NORTH OF
 PT1003'HIGHWAY 34, ON A BLUFF.  PROPERTY IS OWNED BY MR. LEROY CLARK, RR 3,
 PT1003'PIERRE, SD 57501, TO REACH THE STATION FROM THE POST OFFICE IN PIERRE,
 PT1003'GO EAST ON HIGHWAY 34 FOR 3.1 KM (1.90 MI) TO THE JUNCTION OF THE
 PT1003'TRUCK BYPASS ON THE LEFT. CONTINUE EAST ON HIGHWAY 34 FOR 19.3 KM
 PT1003'(12.00 MI) TO THE AZIMUTH MARK AND A GATE ON THE LEFT. THIS IS ABOUT
 PT1003'0.2 KM (0.10 MI) BEFORE REACHING THE FIRST ONE OF TWO BRIDGES THAT ARE
 PT1003'VERY CLOSE TOGETHER.  TURN LEFT, PASSING THROUGH GATE, AND FOLLOW
 PT1003'TRACK ROAD NORTHWEST, UPHILL, FOR 0.5 KM (0.30 MI) TO TOP OF BLUFF AND
 PT1003'CULTIVATED FIELD ON THE LEFT. TURN LEFT AND FOLLOW ALONG THE EAST AND
 PT1003'SOUTH EDGE OF THE FIELD FOR 0.6 KM (0.35 MI) TO THE STATION.
 PT1003'
 PT1003'THE STATION IS A STANDARD NGS DISK STAMPED ROUSSEAU MORC 1889 1981 SET
 PT1003'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PT1003'DIAMETER RECESSED 12 INCHES (30 CM) BELOW THE GROUND.  LOCATED 28.6
 PT1003'METERS (93.8 FT) NORTHEAST FROM A METAL WITNESS POST, 22.6 METERS
 PT1003'(74.1 FT) NORTHWEST FROM A METAL WITNESS POST AND 9.8 METERS (32.2 FT)
 PT1003'NORTH FROM THE EDGE OF A CULTIVATED FIELD.
 PT1003'
 PT1003'THE UNDERGROUND MARK IS A LIMESTONE TABLET WITH A SMALL DRILL HOLE
 PT1003'MARKING THE CONTROL POINT, 3.3 FEET (1.0 M) 1 METER (3.3 FT) BELOW THE
 PT1003'SURFACE.
 PT1003'
 PT1003'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED ROUSSEAU MORC 1889
 PT1003'NO 1 1981 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES 35
 PT1003'CM IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED
 PT1003'10.7 METERS (35.1 FT) SOUTH FROM THE EDGE OF FIELD, 6.1 METERS
 PT1003'(20.0 FT) NORTH FROM THE EDGE OF BLUFF, 0.31 METER (1.02 FT) NORTH
 PT1003'FROM A METAL WITNESS POST AND 3 FEET (0.9 M) LOWER THAN THE STATION.
 PT1003'
 PT1003'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED ROUSSEAU MORC 1889
 PT1003'NO 2 1981 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 PT1003'(30 CM) IN DIAMETER PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.
 PT1003'LOCATED 15.2 METERS (49.9 FT) NORTH FROM THE EDGE OF BLUFF, 16.8
 PT1003'METERS (55.1 FT) SOUTH FROM THE EDGE OF FIELD, 0.30 METERS (0.98 FT)
 PT1003'NORTH FROM A METAL WITNESS POST AND 3 FEET (0.9 M) LOWER THAN THE
 PT1003'STATION.
 PT1003'
 PT1003'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED ROUSSEAU MORC 1889
 PT1003'1981 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES 30 CM IN
 PT1003'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 25.5
 PT1003'METERS (83.7 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 34, 7.0 METERS
 PT1003'(23.0 FT) EAST FROM THE CENTER OF TRACK ROAD, 2.6 METERS (8.5 FT)
 PT1003'NORTHEAST FROM THE EAST GATE POST AND 2.2 METER (7.2 FT) NORTH FROM A
 PT1003'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0715 ***********************************************************************
 OT0715  DESIGNATION -  ROUTE 44 STA MK 105.38
 OT0715  PID         -  OT0715
 OT0715  STATE/COUNTY-  SD/PENNINGTON
 OT0715  COUNTRY     -  US
 OT0715  USGS QUAD   -  CONATA (2017)
 OT0715
 OT0715                         *CURRENT SURVEY CONTROL
 OT0715  ______________________________________________________________________
 OT0715* NAD 83(1986) POSITION- 43 43 10.     (N) 102 13 57.     (W)   SCALED
 OT0715* NAVD 88 ORTHO HEIGHT -   754.551 (meters)     2475.56  (feet) ADJUSTED
 OT0715  ______________________________________________________________________
 OT0715  GEOID HEIGHT    -        -19.136 (meters)                     GEOID18
 OT0715  DYNAMIC HEIGHT  -        754.307 (meters)     2474.76  (feet) COMP
 OT0715  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 OT0715
 OT0715  VERT ORDER      -  FIRST     CLASS II
 OT0715
 OT0715.The horizontal coordinates were scaled from a map and have
 OT0715.an estimated accuracy of +/- 6 seconds.
 OT0715
 OT0715.The orthometric height was determined by differential leveling and
 OT0715.adjusted by the NATIONAL GEODETIC SURVEY
 OT0715.in June 1991.
 OT0715
 OT0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0715.GEOID18 height accuracy estimate available here.
 OT0715
 OT0715.Click photographs - Photos may exist for this station.
 OT0715
 OT0715.The dynamic height is computed by dividing the NAVD 88
 OT0715.geopotential number by the normal gravity value computed on the
 OT0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0715.degrees latitude (g = 980.6199 gals.).
 OT0715
 OT0715.The modeled gravity was interpolated from observed gravity values.
 OT0715
 OT0715;                    North         East    Units  Estimated Accuracy
 OT0715;SPC SD S     -   155,740.      446,990.      MT  (+/- 180 meters Scaled)
 OT0715
 OT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ229444(NAD 83)
 OT0715
 OT0715                          SUPERSEDED SURVEY CONTROL
 OT0715
 OT0715.No superseded survey control is available for this station.
 OT0715
 OT0715_MARKER: DD = SURVEY DISK
 OT0715_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0715_SP_SET: HEADWALL
 OT0715_STAMPING: 44 105.38
 OT0715_MARK LOGO: SDDT
 OT0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0715+STABILITY: SURFACE MOTION
 OT0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0715+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 OT0715
 OT0715  HISTORY     - Date     Condition        Report By
 OT0715  HISTORY     - UNK      MONUMENTED       SDDT
 OT0715  HISTORY     - 1985     GOOD             NGS
 OT0715  HISTORY     - 20120723 GOOD             INDIV
 OT0715
 OT0715                          STATION DESCRIPTION
 OT0715
 OT0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0715'21.3 KM (13.25 MI) WEST FROM INTERIOR.
 OT0715'21.35 KM (13.35 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0715'STATE HIGHWAY 377 IN INTERIOR, IN TOP OF AND 0.3 METER (1 FT)
 OT0715'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL FOR A
 OT0715'4-CHANNEL BOX CULVERT, 0.15 KM (0.1 MI) WEST OF THE T JUNCTION OF
 OT0715'CONATA WEST ROAD, ALSO 30.0 KM (18.75 MI) SOUTHEAST OF SCENIC AND
 OT0715'13.6 METERS (44.5 FT) NORTH OF THE HIGHWAY CENTERLINE.
 OT0715'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 OT0715
 OT0715                          STATION RECOVERY (2012)
 OT0715
 OT0715'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2147 ***********************************************************************
 PU2147  DESIGNATION -  ROUTE 44 STA MK 44.05699
 PU2147  PID         -  PU2147
 PU2147  STATE/COUNTY-  SD/PENNINGTON
 PU2147  COUNTRY     -  US
 PU2147  USGS QUAD   -  BOX ELDER (2017)
 PU2147
 PU2147                         *CURRENT SURVEY CONTROL
 PU2147  ______________________________________________________________________
 PU2147* NAD 83(1986) POSITION- 44 00 25.     (N) 103 01 13.     (W)   SCALED
 PU2147* NAVD 88 ORTHO HEIGHT -   897.197 (meters)     2943.55  (feet) ADJUSTED
 PU2147  ______________________________________________________________________
 PU2147  GEOID HEIGHT    -        -16.892 (meters)                     GEOID18
 PU2147  DYNAMIC HEIGHT  -        896.892 (meters)     2942.55  (feet) COMP
 PU2147  MODELED GRAVITY -    980,248.1   (mgal)                       NAVD 88
 PU2147
 PU2147  VERT ORDER      -  FIRST     CLASS II
 PU2147
 PU2147.The horizontal coordinates were scaled from a map and have
 PU2147.an estimated accuracy of +/- 6 seconds.
 PU2147
 PU2147.The orthometric height was determined by differential leveling and
 PU2147.adjusted by the NATIONAL GEODETIC SURVEY
 PU2147.in June 1991.
 PU2147
 PU2147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2147.GEOID18 height accuracy estimate available here.
 PU2147
 PU2147.Click photographs - Photos may exist for this station.
 PU2147
 PU2147.The dynamic height is computed by dividing the NAVD 88
 PU2147.geopotential number by the normal gravity value computed on the
 PU2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2147.degrees latitude (g = 980.6199 gals.).
 PU2147
 PU2147.The modeled gravity was interpolated from observed gravity values.
 PU2147
 PU2147;                    North         East    Units  Estimated Accuracy
 PU2147;SPC SD S     -   189,410.      384,570.      MT  (+/- 180 meters Scaled)
 PU2147
 PU2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ587745(NAD 83)
 PU2147
 PU2147                          SUPERSEDED SURVEY CONTROL
 PU2147
 PU2147.No superseded survey control is available for this station.
 PU2147
 PU2147_MARKER: DD = SURVEY DISK
 PU2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2147_STAMPING: 44.05699 74 2942.03
 PU2147_MARK LOGO: SDDT
 PU2147_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2147+STABILITY: SURFACE MOTION
 PU2147
 PU2147  HISTORY     - Date     Condition        Report By
 PU2147  HISTORY     - 1974     MONUMENTED       SDDT
 PU2147  HISTORY     - 1985     GOOD             NGS
 PU2147  HISTORY     - 20110421 POOR             INDIV
 PU2147
 PU2147                          STATION DESCRIPTION
 PU2147
 PU2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2147'17.6 KM (10.95 MI) SE FROM RAPID CITY.
 PU2147'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 PU2147'RAPID CITY, THENCE 17.3 KM (10.8 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 PU2147'0.11 KM (0.07 MI) SOUTHEAST OF MILEPOST 75, 30.8 METERS (101 FT)
 PU2147'NORTHEAST OF THE HIGHWAY CENTERLINE, 99.7 METERS (327 FT) SOUTHEAST OF
 PU2147'THE CENTER OF A DIRT ROAD LEADING NORTHEAST, 14.6 METERS (48 FT)
 PU2147'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 7.6 METERS
 PU2147'(25 FT) NORTHWEST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING
 PU2147'SOUTHWEST AND 0.15 METER (0.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 PU2147'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PU2147'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 PU2147
 PU2147                          STATION RECOVERY (2011)
 PU2147
 PU2147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2147'DISK HAS SMALL DENT, CONCRETE HAS SMALL CRACKS, POSSIBLE MOWER DAMAGE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0686 ***********************************************************************
 OT0686  DESIGNATION -  ROUTE 44 STA MK 44.05980
 OT0686  PID         -  OT0686
 OT0686  STATE/COUNTY-  SD/PENNINGTON
 OT0686  COUNTRY     -  US
 OT0686  USGS QUAD   -  CAPUTA (2017)
 OT0686
 OT0686                         *CURRENT SURVEY CONTROL
 OT0686  ______________________________________________________________________
 OT0686* NAD 83(1986) POSITION- 43 59 22.47   (N) 102 58 10.02   (W)   HD_HELD1
 OT0686* NAVD 88 ORTHO HEIGHT -   882.361 (meters)     2894.88  (feet) ADJUSTED
 OT0686  ______________________________________________________________________
 OT0686  GEOID HEIGHT    -        -17.045 (meters)                     GEOID18
 OT0686  DYNAMIC HEIGHT  -        882.066 (meters)     2893.91  (feet) COMP
 OT0686  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 OT0686
 OT0686  VERT ORDER      -  FIRST     CLASS II
 OT0686
 OT0686.The horizontal coordinates were determined by differentially corrected
 OT0686.hand held GPS observations or other comparable positioning techniques
 OT0686.and have an estimated accuracy of +/- 3 meters.
 OT0686
 OT0686.The orthometric height was determined by differential leveling and
 OT0686.adjusted by the NATIONAL GEODETIC SURVEY
 OT0686.in June 1991.
 OT0686
 OT0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0686.GEOID18 height accuracy estimate available here.
 OT0686
 OT0686.Click photographs - Photos may exist for this station.
 OT0686
 OT0686.The dynamic height is computed by dividing the NAVD 88
 OT0686.geopotential number by the normal gravity value computed on the
 OT0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0686.degrees latitude (g = 980.6199 gals.).
 OT0686
 OT0686.The modeled gravity was interpolated from observed gravity values.
 OT0686
 OT0686;                    North         East    Units  Estimated Accuracy
 OT0686;SPC SD S     -   187,352.1     388,580.9     MT  (+/- 3 meters HH1 GPS) 
 OT0686
 OT0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6282772719(NAD 83)
 OT0686
 OT0686                          SUPERSEDED SURVEY CONTROL
 OT0686
 OT0686.No superseded survey control is available for this station.
 OT0686
 OT0686_MARKER: DD = SURVEY DISK
 OT0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0686_STAMPING: 44.05980 74 2893.38
 OT0686_MARK LOGO: SDDT
 OT0686_PROJECTION: PROJECTING 8 CENTIMETERS
 OT0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0686+STABILITY: SURFACE MOTION
 OT0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0686+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 OT0686
 OT0686  HISTORY     - Date     Condition        Report By
 OT0686  HISTORY     - 1974     MONUMENTED       SDDT
 OT0686  HISTORY     - 1985     GOOD             NGS
 OT0686  HISTORY     - 20110426 GOOD             INDIV
 OT0686  HISTORY     - 20160913 GOOD             USPSQD
 OT0686
 OT0686                          STATION DESCRIPTION
 OT0686
 OT0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0686'22.1 KM (13.75 MI) SE FROM RAPID CITY.
 OT0686'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0686'RAPID CITY, THENCE 21.8 KM (13.65 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0686'44, 0.15 KM (0.1 MI) NORTHWEST OF MILEPOST 60, 22.8 METERS (75 FT)
 OT0686'NORTHEAST OF THE HIGHWAY CENTERLINE, 10.2 METERS (33.5 FT) NORTHWEST
 OT0686'OF THE NORTHWEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE, 5.5 METERS
 OT0686'(18 FT) NORTHWEST OF THE 4TH POWER POLE NORTHWEST OF A LOG RANCH HOUSE
 OT0686'AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0686'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0686'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0686
 OT0686                          STATION RECOVERY (2011)
 OT0686
 OT0686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 OT0686'RECOVERED IN GOOD CONDITION.
 OT0686
 OT0686                          STATION RECOVERY (2016)
 OT0686
 OT0686'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0687 ***********************************************************************
 OT0687  DESIGNATION -  ROUTE 44 STA MK 44.06299
 OT0687  PID         -  OT0687
 OT0687  STATE/COUNTY-  SD/PENNINGTON
 OT0687  COUNTRY     -  US
 OT0687  USGS QUAD   -  CAPUTA (2017)
 OT0687
 OT0687                         *CURRENT SURVEY CONTROL
 OT0687  ______________________________________________________________________
 OT0687* NAD 83(1986) POSITION- 43 58 48.     (N) 102 54 33.     (W)   SCALED
 OT0687* NAVD 88 ORTHO HEIGHT -   880.982 (meters)     2890.36  (feet) ADJUSTED
 OT0687  ______________________________________________________________________
 OT0687  GEOID HEIGHT    -        -17.215 (meters)                     GEOID18
 OT0687  DYNAMIC HEIGHT  -        880.695 (meters)     2889.41  (feet) COMP
 OT0687  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 OT0687
 OT0687  VERT ORDER      -  FIRST     CLASS II
 OT0687
 OT0687.The horizontal coordinates were scaled from a map and have
 OT0687.an estimated accuracy of +/- 6 seconds.
 OT0687
 OT0687.The orthometric height was determined by differential leveling and
 OT0687.adjusted by the NATIONAL GEODETIC SURVEY
 OT0687.in June 1991.
 OT0687
 OT0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0687.GEOID18 height accuracy estimate available here.
 OT0687
 OT0687.Click photographs - Photos may exist for this station.
 OT0687
 OT0687.The dynamic height is computed by dividing the NAVD 88
 OT0687.geopotential number by the normal gravity value computed on the
 OT0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0687.degrees latitude (g = 980.6199 gals.).
 OT0687
 OT0687.The modeled gravity was interpolated from observed gravity values.
 OT0687
 OT0687;                    North         East    Units  Estimated Accuracy
 OT0687;SPC SD S     -   186,140.      393,380.      MT  (+/- 180 meters Scaled)
 OT0687
 OT0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ676717(NAD 83)
 OT0687
 OT0687                          SUPERSEDED SURVEY CONTROL
 OT0687
 OT0687.No superseded survey control is available for this station.
 OT0687
 OT0687_MARKER: DD = SURVEY DISK
 OT0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0687_STAMPING: 44.06299 74 2888.86
 OT0687_MARK LOGO: SDDT
 OT0687_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0687+STABILITY: SURFACE MOTION
 OT0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0687+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 OT0687
 OT0687  HISTORY     - Date     Condition        Report By
 OT0687  HISTORY     - 1974     MONUMENTED       SDDT
 OT0687  HISTORY     - 1985     GOOD             NGS
 OT0687  HISTORY     - 20120314 GOOD             INDIV
 OT0687
 OT0687                          STATION DESCRIPTION
 OT0687
 OT0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0687'27.3 KM (16.95 MI) SE FROM RAPID CITY.
 OT0687'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0687'RAPID CITY, THENCE 26.9 KM (16.7 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0687'ON THE OUTSIDE OF THE WEST END OF A LONG CURVE, 0.2 KM (0.12 MI) EAST
 OT0687'OF MILEPOST 63, 22.5 METERS (74 FT) NORTH-NORTHEAST OF THE HIGHWAY
 OT0687'CENTERLINE, 1.0 METER (3.5 FT) WEST-NORTHWEST OF A FENCE T JUNCTION
 OT0687'AND 0.3 METER (1 FT) SOUTH-SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0687'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST
 OT0687'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OT0687
 OT0687                          STATION RECOVERY (2012)
 OT0687
 OT0687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0689 ***********************************************************************
 OT0689  DESIGNATION -  ROUTE 44 STA MK 44.06445
 OT0689  PID         -  OT0689
 OT0689  STATE/COUNTY-  SD/PENNINGTON
 OT0689  COUNTRY     -  US
 OT0689  USGS QUAD   -  CAPUTA (2017)
 OT0689
 OT0689                         *CURRENT SURVEY CONTROL
 OT0689  ______________________________________________________________________
 OT0689* NAD 83(1986) POSITION- 43 57 45.     (N) 102 53 21.     (W)   SCALED
 OT0689* NAVD 88 ORTHO HEIGHT -   847.824 (meters)     2781.57  (feet) ADJUSTED
 OT0689  ______________________________________________________________________
 OT0689  GEOID HEIGHT    -        -17.269 (meters)                     GEOID18
 OT0689  DYNAMIC HEIGHT  -        847.551 (meters)     2780.67  (feet) COMP
 OT0689  MODELED GRAVITY -    980,268.2   (mgal)                       NAVD 88
 OT0689
 OT0689  VERT ORDER      -  FIRST     CLASS II
 OT0689
 OT0689.The horizontal coordinates were scaled from a map and have
 OT0689.an estimated accuracy of +/- 6 seconds.
 OT0689
 OT0689.The orthometric height was determined by differential leveling and
 OT0689.adjusted by the NATIONAL GEODETIC SURVEY
 OT0689.in June 1991.
 OT0689
 OT0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0689.GEOID18 height accuracy estimate available here.
 OT0689
 OT0689.Click photographs - Photos may exist for this station.
 OT0689
 OT0689.The dynamic height is computed by dividing the NAVD 88
 OT0689.geopotential number by the normal gravity value computed on the
 OT0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0689.degrees latitude (g = 980.6199 gals.).
 OT0689
 OT0689.The modeled gravity was interpolated from observed gravity values.
 OT0689
 OT0689;                    North         East    Units  Estimated Accuracy
 OT0689;SPC SD S     -   184,140.      394,930.      MT  (+/- 180 meters Scaled)
 OT0689
 OT0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ693698(NAD 83)
 OT0689
 OT0689                          SUPERSEDED SURVEY CONTROL
 OT0689
 OT0689.No superseded survey control is available for this station.
 OT0689
 OT0689_MARKER: DD = SURVEY DISK
 OT0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0689_STAMPING: 44.06445 74 2780.17
 OT0689_MARK LOGO: SDDT
 OT0689_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0689+STABILITY: SURFACE MOTION
 OT0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0689+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 OT0689
 OT0689  HISTORY     - Date     Condition        Report By
 OT0689  HISTORY     - 1974     MONUMENTED       SDDT
 OT0689  HISTORY     - 1985     GOOD             NGS
 OT0689  HISTORY     - 20110511 GOOD             INDIV
 OT0689  HISTORY     - 20160913 GOOD             USPSQD
 OT0689
 OT0689                          STATION DESCRIPTION
 OT0689
 OT0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0689'29.6 KM (18.4 MI) SE FROM RAPID CITY.
 OT0689'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0689'RAPID CITY, THENCE 29.35 KM (18.35 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0689'44, AT THE NORTHWEST END OF A LONG CURVE, 0.7 KM (0.45 MI) NORTHWEST
 OT0689'OF MILEPOST 65, 22.9 METERS (75 FT) NORTHEAST OF THE HIGHWAY
 OT0689'CENTERLINE, 22.9 METERS (75 FT) NORTH-NORTHWEST OF THE NORTHEAST END
 OT0689'OF A 48-INCH PIPE CULVERT, 1.8 METERS (6 FT) SOUTHEAST OF THE
 OT0689'NORTHWEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.5 METER (1.5
 OT0689'FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0689'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0689'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 OT0689
 OT0689                          STATION RECOVERY (2011)
 OT0689
 OT0689'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0689'RECOVERED IN GOOD CONDITION.
 OT0689
 OT0689                          STATION RECOVERY (2016)
 OT0689
 OT0689'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 OT0689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1000 ***********************************************************************
 PR1000  DESIGNATION -  ROW
 PR1000  PID         -  PR1000
 PR1000  STATE/COUNTY-  SD/DEUEL
 PR1000  COUNTRY     -  US
 PR1000  USGS QUAD   -  TORONTO (2017)
 PR1000
 PR1000                         *CURRENT SURVEY CONTROL
 PR1000  ______________________________________________________________________
 PR1000* NAD 83(1996) POSITION- 44 34 21.77143(N) 096 44 11.90191(W)   ADJUSTED
 PR1000* NAVD 88 ORTHO HEIGHT -   568.    (meters)     1864.    (feet) SCALED
 PR1000  ______________________________________________________________________
 PR1000  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 PR1000  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 PR1000  HORZ ORDER      -  SECOND
 PR1000
 PR1000.The horizontal coordinates were established by classical geodetic methods
 PR1000.and adjusted by the National Geodetic Survey in January 1998.
 PR1000
 PR1000.The orthometric height was scaled from a topographic map.
 PR1000
 PR1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1000.GEOID18 height accuracy estimate available here.
 PR1000
 PR1000.Click photographs - Photos may exist for this station.
 PR1000
 PR1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1000
 PR1000. The following values were computed from the NAD 83(1996) position.
 PR1000
 PR1000;                    North         East     Units Scale Factor Converg.
 PR1000;SPC SD N     -    87,385.270   859,133.865   MT  0.99997376   +2 18 34.6
 PR1000;SPC SD N     -   286,696.51  2,818,675.02   sFT  0.99997376   +2 18 34.6
 PR1000;UTM  14      - 4,937,977.924   679,709.061   MT  0.99999717   +1 35 20.0
 PR1000
 PR1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1000!SPC SD N     -   0.99991484  x   0.99997376  =   0.99988860
 PR1000!UTM  14      -   0.99991484  x   0.99999717  =   0.99991201
 PR1000
 PR1000:                Primary Azimuth Mark                     Grid Az
 PR1000:SPC SD N     -  TORONTO MUNICIPAL TANK                   088 06 45.5
 PR1000:UTM  14      -  TORONTO MUNICIPAL TANK                   088 50 00.1
 PR1000
 PR1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7970937977(NAD 83)
 PR1000
 PR1000|---------------------------------------------------------------------|
 PR1000| PID    Reference Object                     Distance      Geod. Az  |
 PR1000|                                                           dddmmss.s |
 PR1000| PR0999 TORONTO MUNICIPAL TANK              APPROX. 7.4 KM 0902520.1 |
 PR1000| CO9479 ROW RM 1                             40.395 METERS 09154     |
 PR1000| CO9480 ROW RM 2                             23.630 METERS 26641     |
 PR1000|---------------------------------------------------------------------|
 PR1000
 PR1000                          SUPERSEDED SURVEY CONTROL
 PR1000
 PR1000  NAD 83(1986)-  44 34 21.76754(N)    096 44 11.87825(W) AD(       ) 2
 PR1000  NAD 27      -  44 34 21.89304(N)    096 44 10.67301(W) AD(       ) 2
 PR1000
 PR1000.Superseded values are not recommended for survey control.
 PR1000
 PR1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1000.See file dsdata.pdf to determine how the superseded data were derived.
 PR1000
 PR1000_MARKER: DD = SURVEY DISK
 PR1000_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR1000+WITH SETTING: INFORMATION.
 PR1000_STAMPING: ET ROW 1968
 PR1000_MARK LOGO: USGS
 PR1000_PROJECTION: FLUSH
 PR1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1000
 PR1000  HISTORY     - Date     Condition        Report By
 PR1000  HISTORY     - 1968     MONUMENTED       USGS
 PR1000
 PR1000                          STATION DESCRIPTION
 PR1000
 PR1000'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LLA)
 PR1000'STATION IS LOCATED 4.6 MI W. OF THE TOWN OF TORONTO AND
 PR1000'8.1 MI E. OF THE TOWN OF ESTELLINE, IN N. EDGE OF NW 1/4,
 PR1000'SEC. 29, T. 114 N., R. 49 W.
 PR1000'
 PR1000'TO REACH FROM THE POST OFFICE IN TORONTO, GO W. ON STATE
 PR1000'HWY. 28, 4.6 MI TO STATION ON LEFT (S.).
 PR1000'
 PR1000'STATION IS 43.1 FT S. OF U.S. HWY. 77 AND STATE HWY. 28, 6.6
 PR1000'FT N. OF E.-W. RIGHT-OF-WAY FENCE, 17.9 FT E. OF POWER POLE,
 PR1000'5.7 FT N. OF USGS WITNESS POST, AND IS STAMPED ET ROW 1968.
 PR1000'
 PR1000'REFERENCE MARK NO. 1 IS E. OF STATION, 47.7 FT S. OF HWY.,
 PR1000'1.9 FT N. OF E.-W. RIGHT-OF-WAY FENCE, AND IS STAMPED ROW
 PR1000'NO. 1 1968.
 PR1000'
 PR1000'REFERENCE MARK NO. 2 IS W. OF STATION, 47.1 FT S. OF HWY.,
 PR1000'2.4 FT N. OF E.-W. FENCE, AND IS STAMPED ROW NO. 2 1968.
 PR1000'
 PR1000'NO AZIMUTH MARK WAS SET.  STATIONS ET CLOSE AND VIEW ARE
 PR1000'GROUND VISIBLE.  DIRECTION WAS OBSERVED TO TORONTO MWT.
 PR1000'
 PR1000'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR1000'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DRAIN TILE
 PR1000'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0660 ***********************************************************************
 QS0660  DESIGNATION -  ROY
 QS0660  PID         -  QS0660
 QS0660  STATE/COUNTY-  SD/CAMPBELL
 QS0660  COUNTRY     -  US
 QS0660  USGS QUAD   -  HERREID (2017)
 QS0660
 QS0660                         *CURRENT SURVEY CONTROL
 QS0660  ______________________________________________________________________
 QS0660* NAD 83(1996) POSITION- 45 52 08.20907(N) 100 04 10.14164(W)   ADJUSTED
 QS0660* NAVD 88 ORTHO HEIGHT -   540.601 (meters)     1773.62  (feet) ADJUSTED
 QS0660  ______________________________________________________________________
 QS0660  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 QS0660  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 QS0660  DYNAMIC HEIGHT  -        540.571 (meters)     1773.52  (feet) COMP
 QS0660  MODELED GRAVITY -    980,543.8   (mgal)                       NAVD 88
 QS0660
 QS0660  HORZ ORDER      -  SECOND
 QS0660  VERT ORDER      -  FIRST     CLASS II
 QS0660
 QS0660.The horizontal coordinates were established by classical geodetic methods
 QS0660.and adjusted by the National Geodetic Survey in January 1998.
 QS0660
 QS0660.The orthometric height was determined by differential leveling and
 QS0660.adjusted by the NATIONAL GEODETIC SURVEY
 QS0660.in July 1998.
 QS0660
 QS0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0660.GEOID18 height accuracy estimate available here.
 QS0660
 QS0660.Click photographs - Photos may exist for this station.
 QS0660
 QS0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0660
 QS0660.The dynamic height is computed by dividing the NAVD 88
 QS0660.geopotential number by the normal gravity value computed on the
 QS0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0660.degrees latitude (g = 980.6199 gals.).
 QS0660
 QS0660.The modeled gravity was interpolated from observed gravity values.
 QS0660
 QS0660. The following values were computed from the NAD 83(1996) position.
 QS0660
 QS0660;                    North         East     Units Scale Factor Converg.
 QS0660;SPC SD N     -   226,217.173   594,604.642   MT  1.00004112   -0 02 57.0
 QS0660;SPC SD N     -   742,180.84  1,950,798.73   sFT  1.00004112   -0 02 57.0
 QS0660;UTM  14      - 5,080,042.849   416,992.241   MT  0.99968471   -0 46 03.6
 QS0660
 QS0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0660!SPC SD N     -   0.99991872  x   1.00004112  =   0.99995984
 QS0660!UTM  14      -   0.99991872  x   0.99968471  =   0.99960346
 QS0660
 QS0660:                Primary Azimuth Mark                     Grid Az
 QS0660:SPC SD N     -  HERRIED WT                               183 21 03.7
 QS0660:UTM  14      -  HERRIED WT                               184 04 10.3
 QS0660
 QS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1699280042(NAD 83)
 QS0660
 QS0660|---------------------------------------------------------------------|
 QS0660| PID    Reference Object                     Distance      Geod. Az  |
 QS0660|                                                           dddmmss.s |
 QS0660| AE5349 ROY RM 1                             13.722 METERS 18014     |
 QS0660| QS0664 HERRIED WT                          APPROX. 3.8 KM 1831806.7 |
 QS0660| AE6341 ROY RM 2                             19.520 METERS 30552     |
 QS0660|---------------------------------------------------------------------|
 QS0660
 QS0660                          SUPERSEDED SURVEY CONTROL
 QS0660
 QS0660  NAD 83(1986)-  45 52 08.19801(N)    100 04 10.13649(W) AD(       ) 2
 QS0660  NAD 27      -  45 52 08.22727(N)    100 04 08.71232(W) AD(       ) 2
 QS0660
 QS0660.Superseded values are not recommended for survey control.
 QS0660
 QS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0660.See file dsdata.pdf to determine how the superseded data were derived.
 QS0660
 QS0660_MARKER: DD = SURVEY DISK
 QS0660_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0660+WITH SETTING: INFORMATION.
 QS0660_STAMPING: ROY ET 1967
 QS0660_MARK LOGO: USGS
 QS0660_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0660+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 QS0660
 QS0660  HISTORY     - Date     Condition        Report By
 QS0660  HISTORY     - 1967     MONUMENTED       USGS
 QS0660  HISTORY     - 19961023 GOOD             NGS
 QS0660
 QS0660                          STATION DESCRIPTION
 QS0660
 QS0660'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0660'THE STATION IS LOCATED APPROX. 9.8 MI N. OF MOUND CITY, AND
 QS0660'APPROX. 2.5 MI N. OF HERRIED, T. 128 N., R. 76 W., NEAR THE
 QS0660'NE. COR. SEC. 31.
 QS0660'
 QS0660'TO REACH THE STATION FROM THE POST OFFICE AT MOUND CITY, GO N.
 QS0660'ON U.S. HWY. 83 FOR 9.8 MI TO CREST OF HILL AT T-RD. W.,
 QS0660'STATION ON LEFT (W.).  THE STATION IS ALSO REACHED FROM THE RR.
 QS0660'CROSSING AT HERRIED, GO N. ALONG U.S. HWY. 83 FOR 2.5 MI TO
 QS0660'CREST OF HILL AND STATION ON LEFT (W.).
 QS0660'
 QS0660'STATION MARK IS 69 FT S. AND 48 FT W. OF CENTER OF T-RD. W.,
 QS0660'3 FT E. OF FENCE AND USGS WITNESS POST, STAMPED ET ROY 1967.
 QS0660'
 QS0660'REFERENCE MARK NO. 1 IS S. OF THE STATION, 114 FT E., 48 FT W.
 QS0660'OF CENTER OF T-RD. W., 3 FT E. OF FENCE, STAMPED ROY NO. 1 1967.
 QS0660'
 QS0660'REFERENCE MARK NO. 2 IS NW. OF THE STATION, 34 FT S., 98 FT W.
 QS0660'OF CENTER OF T-RD. W., 2 FT N. OF FENCE, STAMPED ROY NO. 2 1967.
 QS0660'
 QS0660'AZIMUTH MARK - NONE.
 QS0660'
 QS0660'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 QS0660'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES,
 QS0660'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0660'
 QS0660'STANDARD BRACED TRIPOD USED.
 QS0660
 QS0660                          STATION RECOVERY (1996)
 QS0660
 QS0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0660'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0660'IN HERREID, 4.2 KM (2.60 MI) SOUTH OF THE INTERSECTION OF STATE
 QS0660'HIGHWAY 10, 560.0 M (1837.3 FT) SOUTH OF MILEPOST 236, 20.1 M (65.9
 QS0660'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 14.9 M (48.9 FT) WEST OF
 QS0660'THE HIGHWAY CENTERLINE, 13.7 M (44.9 FT) NORTH OF REFERENCE MARK 1,
 QS0660'10.1 M (33.1 FT) SOUTH OF A FENCE CORNER, 9.6 M (31.5 FT) NORTH OF A
 QS0660'WEATHER STATION, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.9 M
 QS0660'(3.0 FT) EAST OF A FENCE AND A SURVEY MARKER SIGN, AND 0.3 M (1.0 FT)
 QS0660'WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE
 QS0660'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0657 ***********************************************************************
 QR0657  DESIGNATION -  ROY ET
 QR0657  PID         -  QR0657
 QR0657  STATE/COUNTY-  SD/MCPHERSON
 QR0657  COUNTRY     -  US
 QR0657  USGS QUAD   -  LONG LAKE SE (2017)
 QR0657
 QR0657                         *CURRENT SURVEY CONTROL
 QR0657  ______________________________________________________________________
 QR0657* NAD 83(1996) POSITION- 45 50 21.00831(N) 099 00 39.34280(W)   ADJUSTED
 QR0657* NAVD 88 ORTHO HEIGHT -   606.8   (meters)     1991.    (feet) VERTCON3
 QR0657  ______________________________________________________________________
 QR0657  GEOID HEIGHT    -        -23.655 (meters)                     GEOID18
 QR0657  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 QR0657  HORZ ORDER      -  SECOND
 QR0657
 QR0657.The horizontal coordinates were established by classical geodetic methods
 QR0657.and adjusted by the National Geodetic Survey in January 1998.
 QR0657
 QR0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0657
 QR0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0657.GEOID18 height accuracy estimate available here.
 QR0657
 QR0657.Click photographs - Photos may exist for this station.
 QR0657
 QR0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0657
 QR0657. The following values were computed from the NAD 83(1996) position.
 QR0657
 QR0657;                    North         East     Units Scale Factor Converg.
 QR0657;SPC SD N     -   223,374.347   676,839.104   MT  1.00003381   +0 42 00.0
 QR0657;SPC SD N     -   732,854.00  2,220,596.29   sFT  1.00003381   +0 42 00.0
 QR0657;UTM  14      - 5,076,178.373   499,151.328   MT  0.99960001   -0 00 28.2
 QR0657
 QR0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0657!SPC SD N     -   0.99990859  x   1.00003381  =   0.99994240
 QR0657!UTM  14      -   0.99990859  x   0.99960001  =   0.99950864
 QR0657
 QR0657:                Primary Azimuth Mark                     Grid Az
 QR0657:SPC SD N     -  LEOLA MUNICIPAL TANK                     155 34 22.3
 QR0657:UTM  14      -  LEOLA MUNICIPAL TANK                     156 16 50.5
 QR0657
 QR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9915176178(NAD 83)
 QR0657
 QR0657|---------------------------------------------------------------------|
 QR0657| PID    Reference Object                     Distance      Geod. Az  |
 QR0657|                                                           dddmmss.s |
 QR0657| CO6026 ROY ET RM 2                          24.440 METERS 08734     |
 QR0657| QR0639 LEOLA MUNICIPAL TANK                APPROX.14.1 KM 1561622.3 |
 QR0657| CO6025 ROY ET RM 1                          25.840 METERS 26547     |
 QR0657|---------------------------------------------------------------------|
 QR0657
 QR0657                          SUPERSEDED SURVEY CONTROL
 QR0657
 QR0657  NAD 83(1986)-  45 50 21.01743(N)    099 00 39.33013(W) AD(       ) 2
 QR0657  NAD 27      -  45 50 21.10855(N)    099 00 37.93611(W) AD(       ) 2
 QR0657  NGVD 29 (07/19/86)  606.4    (m)         1989.     (f) VERT ANG       
 QR0657
 QR0657.Superseded values are not recommended for survey control.
 QR0657
 QR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0657.See file dsdata.pdf to determine how the superseded data were derived.
 QR0657
 QR0657_MARKER: DD = SURVEY DISK
 QR0657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0657+WITH SETTING: INFORMATION.
 QR0657_STAMPING: ET ROY 1970
 QR0657_MARK LOGO: USGS
 QR0657_PROJECTION: FLUSH
 QR0657_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0657
 QR0657  HISTORY     - Date     Condition        Report By
 QR0657  HISTORY     - 1970     MONUMENTED       USGS
 QR0657
 QR0657                          STATION DESCRIPTION
 QR0657
 QR0657'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0657'THE STATION IS ABOUT 8.7 MI NNW. OF LEOLA, ABOUT 1000 FT E. OF THE
 QR0657'COR. OF SECS. 2, 3, 10 AND 11, T. 127 N., R. 68 W., ON TOP OF THE
 QR0657'N. CUT BANK ON A PROMINENT HILL.
 QR0657'
 QR0657'TO REACH THE STATION FROM THE JCT. OF ST. HWYS. 10 AND 45 AT
 QR0657'THE E. EDGE OF LEOLA, GO N. ON COUNTY BLACKTOP RD. FOR 8.0 MI TO
 QR0657'A CROSSROAD, TURN LEFT AND GO W. ON GRAVEL RD. FOR ABOUT 2.2 MI
 QR0657'TO A CROSSROAD, CONTINUE W. FOR ABOUT 1.8 MI TO A LONG SLOPING
 QR0657'CUT BANK ON THE RIGHT AND THE STATION NEAR TOP OF A PROMINENT
 QR0657'HILL.
 QR0657'
 QR0657'THE STATION MARK, STAMPED ET ROY 1970 IS 198 FT N. CENTER RD. AND
 QR0657'4 FT S. OF THE N. RIGHT-OF-WAY FENCE AND A USGS WITNESS POST.
 QR0657'
 QR0657'REFERENCE MARK NO. 1, STAMPED ROY NO 1 1970 IS W. OF THE STATION,
 QR0657'191 FT N. OF CENTER RD., 3 FT S. OF THE N. RIGHT-OF-WAY FENCE.
 QR0657'
 QR0657'REFERENCE MARK NO. 2, STAMPED ROY NO 2 1970 IS E. OF THE STATION,
 QR0657'201 FT N. CENTER RD. AND 2 FT S. OF THE N. RIGHT-OF-WAY FENCE.
 QR0657'
 QR0657'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0657'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 QR0657'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET FLUSH WITH THE
 QR0657'GROUND.
 QR0657'
 QR0657'NO AZIMUTH MARK WAS SET.
 QR0657'
 QR0657'REFERENCE AZIMUTH USED - LEOLA MWT.  POINT OBSERVED WAS THE
 QR0657'FINIAL ATOP THE MUNICIPAL WATER TANK LOCATED ABOUT 1/2 BLOCK
 QR0657'N. AND 1/2 BLOCK E. OF JCT. OF MAIN STREET AND ST. HWY. 10 IN
 QR0657'LEOLA.  THE TANK IS ABOUT 80 FT HIGH, T. 126 N., R. 67 W., IN
 QR0657'THE SW. QUARTER OF SEC. 17.
 QR0657'
 QR0657'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5349 ***********************************************************************
 AE5349  DESIGNATION -  ROY RM 1
 AE5349  PID         -  AE5349
 AE5349  STATE/COUNTY-  SD/CAMPBELL
 AE5349  COUNTRY     -  US
 AE5349  USGS QUAD   -  HERREID (2017)
 AE5349
 AE5349                         *CURRENT SURVEY CONTROL
 AE5349  ______________________________________________________________________
 AE5349* NAD 83(1986) POSITION- 45 52 07.76   (N) 100 04 10.14   (W)   HD_HELD1
 AE5349* NAVD 88 ORTHO HEIGHT -   540.368 (meters)     1772.86  (feet) ADJUSTED
 AE5349  ______________________________________________________________________
 AE5349  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 AE5349  DYNAMIC HEIGHT  -        540.338 (meters)     1772.76  (feet) COMP
 AE5349  MODELED GRAVITY -    980,543.8   (mgal)                       NAVD 88
 AE5349
 AE5349  VERT ORDER      -  FIRST     CLASS II
 AE5349
 AE5349.The horizontal coordinates were determined by differentially corrected
 AE5349.hand held GPS observations or other comparable positioning techniques
 AE5349.and have an estimated accuracy of +/- 3 meters.
 AE5349
 AE5349.The orthometric height was determined by differential leveling and
 AE5349.adjusted by the NATIONAL GEODETIC SURVEY
 AE5349.in July 1998.
 AE5349
 AE5349.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5349.GEOID18 height accuracy estimate available here.
 AE5349
 AE5349.Click photographs - Photos may exist for this station.
 AE5349
 AE5349.The dynamic height is computed by dividing the NAVD 88
 AE5349.geopotential number by the normal gravity value computed on the
 AE5349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5349.degrees latitude (g = 980.6199 gals.).
 AE5349
 AE5349.The modeled gravity was interpolated from observed gravity values.
 AE5349
 AE5349;                    North         East    Units  Estimated Accuracy
 AE5349;SPC SD N     -   226,203.3     594,604.7     MT  (+/- 3 meters HH1 GPS) 
 AE5349
 AE5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1699280028(NAD 83)
 AE5349
 AE5349                          SUPERSEDED SURVEY CONTROL
 AE5349
 AE5349.No superseded survey control is available for this station.
 AE5349
 AE5349_MARKER: DR = REFERENCE MARK DISK
 AE5349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5349+WITH SETTING: INFORMATION.
 AE5349_STAMPING: ROY NO.1 1967
 AE5349_MARK LOGO: USGS
 AE5349_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5349+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 AE5349
 AE5349  HISTORY     - Date     Condition        Report By
 AE5349  HISTORY     - 1967     MONUMENTED       USGS
 AE5349  HISTORY     - 19961023 GOOD             NGS
 AE5349
 AE5349                          STATION DESCRIPTION
 AE5349
 AE5349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5349'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE5349'IN HERREID, 4.2 KM (2.60 MI) SOUTH OF THE INTERSECTION OF STATE
 AE5349'HIGHWAY 10, 574.0 M (1883.2 FT) SOUTH OF MILEPOST 236, 34.3 M (112.5
 AE5349'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 14.9 M (48.9 FT) WEST OF
 AE5349'THE HIGHWAY CENTERLINE, 13.7 M (44.9 FT) SOUTH OF THE STATION MARK,
 AE5349'4.1 M (13.5 FT) SOUTH OF A WEATHER STATION, 1.0 M (3.3 FT) BELOW THE
 AE5349'LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF A WITNESS POST AND
 AE5349'FENCE.  POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS
 AE5349'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0568 ***********************************************************************
 PR0568  DESIGNATION -  RR 52 RESET
 PR0568  PID         -  PR0568
 PR0568  STATE/COUNTY-  SD/KINGSBURY
 PR0568  COUNTRY     -  US
 PR0568  USGS QUAD   -  MANCHESTER (2017)
 PR0568
 PR0568                         *CURRENT SURVEY CONTROL
 PR0568  ______________________________________________________________________
 PR0568* NAD 83(1986) POSITION- 44 22 12.     (N) 097 41 32.     (W)   SCALED
 PR0568* NAVD 88 ORTHO HEIGHT -   489.00  (meters)     1604.3   (feet) RESET
 PR0568  ______________________________________________________________________
 PR0568  GEOID HEIGHT    -        -25.096 (meters)                     GEOID18
 PR0568  VERT ORDER      -  THIRD
 PR0568
 PR0568.The horizontal coordinates were scaled from a map and have
 PR0568.an estimated accuracy of +/- 6 seconds.
 PR0568
 PR0568.The orthometric height was computed from unverified reset data.
 PR0568
 PR0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0568.GEOID18 height accuracy estimate available here.
 PR0568
 PR0568.Click photographs - Photos may exist for this station.
 PR0568
 PR0568;                    North         East    Units  Estimated Accuracy
 PR0568;SPC SD N     -    62,260.      783,920.      MT  (+/- 180 meters Scaled)
 PR0568
 PR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ041138(NAD 83)
 PR0568
 PR0568                          SUPERSEDED SURVEY CONTROL
 PR0568
 PR0568.No superseded survey control is available for this station.
 PR0568
 PR0568_MARKER: DB = BENCH MARK DISK
 PR0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0568_STAMPING: RR 52 RESET 1935
 PR0568_MARK LOGO: CGS
 PR0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0568+STABILITY: SURFACE MOTION
 PR0568
 PR0568  HISTORY     - Date     Condition        Report By
 PR0568  HISTORY     - 1935     MONUMENTED       SDHD
 PR0568  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0568
 PR0568                          STATION DESCRIPTION
 PR0568
 PR0568'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1935
 PR0568'1.4 MI E FROM MANCHESTER.
 PR0568'ABOUT 1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0568'FROM THE STATION AT MANCHESTER, KINGSBURY COUNTY, ABOUT 2 POLES
 PR0568'EAST OF MILEPOST 337, AT A ROAD CROSSING, 88 FEET SOUTH
 PR0568'OF THE CENTER LINE OF THE TRACK, 54 FEET NORTH OF THE CENTER
 PR0568'LINE OF U.S. HIGHWAY 14, AND 29 FEET EAST OF A NORTH-SOUTH
 PR0568'SECTION LINE.  A STANDARD DISK, STAMPED RR 52 RESET 1935 AND
 PR0568'SET IN THE TOP OF A CONCRETE POST.
 PR0568
 PR0568                          STATION RECOVERY (1971)
 PR0568
 PR0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0568'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0523 ***********************************************************************
 PR0523  DESIGNATION -  RR 83
 PR0523  PID         -  PR0523
 PR0523  STATE/COUNTY-  SD/KINGSBURY
 PR0523  COUNTRY     -  US
 PR0523  USGS QUAD   -  ERWIN (2017)
 PR0523
 PR0523                         *CURRENT SURVEY CONTROL
 PR0523  ______________________________________________________________________
 PR0523* NAD 83(1986) POSITION- 44 22 36.     (N) 097 27 26.     (W)   SCALED
 PR0523* NAVD 88 ORTHO HEIGHT -   523.32  (+/-2cm)     1716.9   (feet) VERTCON3
 PR0523  ______________________________________________________________________
 PR0523  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 PR0523  VERT ORDER      -  ? (See Below)
 PR0523
 PR0523.The horizontal coordinates were scaled from a map and have
 PR0523.an estimated accuracy of +/- 6 seconds.
 PR0523
 PR0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0523
 PR0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0523.GEOID18 height accuracy estimate available here.
 PR0523
 PR0523.The vertical order pertains to the NGVD 29 superseded value.
 PR0523
 PR0523.Click photographs - Photos may exist for this station.
 PR0523
 PR0523;                    North         East    Units  Estimated Accuracy
 PR0523;SPC SD N     -    63,560.      802,620.      MT  (+/- 180 meters Scaled)
 PR0523
 PR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ229148(NAD 83)
 PR0523
 PR0523                          SUPERSEDED SURVEY CONTROL
 PR0523
 PR0523  NGVD 29 (??/??/92)  523.052  (m)         1716.05   (f) ADJ UNCH       
 PR0523
 PR0523.Superseded values are not recommended for survey control.
 PR0523
 PR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0523.See file dsdata.pdf to determine how the superseded data were derived.
 PR0523
 PR0523_MARKER: R = RIVET
 PR0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0523_SP_SET: BRIDGE
 PR0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0523
 PR0523  HISTORY     - Date     Condition        Report By
 PR0523  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0523  HISTORY     - 1934     GOOD             CGS
 PR0523
 PR0523                          STATION DESCRIPTION
 PR0523
 PR0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0523'4.1 MI W FROM LAKE PRESTON.
 PR0523'4.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0523'THE PASSENGER STATION AT LAKE PRESTON, KINGSBURY COUNTY, AT
 PR0523'BRIDGE 83, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL,
 PR0523'13.2 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 PR0523'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 PR0523'RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0522 ***********************************************************************
 PS0522  DESIGNATION -  RR BM
 PS0522  PID         -  PS0522
 PS0522  STATE/COUNTY-  SD/HUGHES
 PS0522  COUNTRY     -  US
 PS0522  USGS QUAD   -  BLUNT (2017)
 PS0522
 PS0522                         *CURRENT SURVEY CONTROL
 PS0522  ______________________________________________________________________
 PS0522* NAD 83(1986) POSITION- 44 31 33.     (N) 099 54 44.     (W)   SCALED
 PS0522* NAVD 88 ORTHO HEIGHT -   506.434 (meters)     1661.53  (feet) ADJUSTED
 PS0522  ______________________________________________________________________
 PS0522  GEOID HEIGHT    -        -23.521 (meters)                     GEOID18
 PS0522  DYNAMIC HEIGHT  -        506.338 (meters)     1661.21  (feet) COMP
 PS0522  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PS0522
 PS0522  VERT ORDER      -  SECOND    CLASS 0
 PS0522
 PS0522.The horizontal coordinates were scaled from a map and have
 PS0522.an estimated accuracy of +/- 6 seconds.
 PS0522
 PS0522.The orthometric height was determined by differential leveling and
 PS0522.adjusted by the NATIONAL GEODETIC SURVEY
 PS0522.in June 1991.
 PS0522
 PS0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0522.GEOID18 height accuracy estimate available here.
 PS0522
 PS0522.Click photographs - Photos may exist for this station.
 PS0522
 PS0522.The dynamic height is computed by dividing the NAVD 88
 PS0522.geopotential number by the normal gravity value computed on the
 PS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0522.degrees latitude (g = 980.6199 gals.).
 PS0522
 PS0522.The modeled gravity was interpolated from observed gravity values.
 PS0522
 PS0522;                    North         East    Units  Estimated Accuracy
 PS0522;SPC SD S     -   243,670.      633,480.      MT  (+/- 180 meters Scaled)
 PS0522
 PS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ275306(NAD 83)
 PS0522
 PS0522                          SUPERSEDED SURVEY CONTROL
 PS0522
 PS0522  NGVD 29 (??/??/92)  506.08   (m)         1660.4    (f) COMPUTED    2 0
 PS0522
 PS0522.Superseded values are not recommended for survey control.
 PS0522
 PS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0522.See file dsdata.pdf to determine how the superseded data were derived.
 PS0522
 PS0522_MARKER: R = RIVET
 PS0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0522_SP_SET: BRIDGE
 PS0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0522
 PS0522  HISTORY     - Date     Condition        Report By
 PS0522  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0522  HISTORY     - 1934     GOOD             CGS
 PS0522  HISTORY     - 1940     GOOD             CGS
 PS0522
 PS0522                          STATION DESCRIPTION
 PS0522
 PS0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0522'3.9 MI E FROM BLUNT.
 PS0522'3.9 MILES EAST OF BLUNT DEPOT.  ALONG THE C AND N W RAILROAD,
 PS0522'SET ON THE NORTHWEST CORNER OF EAST BACKWALL.  9.3 FEET NORTH
 PS0522'OF CENTERLINE OF TRACK AND 1.0 FEET BELOW TOP OF RAIL.
 PS0522
 PS0522                          STATION RECOVERY (1940)
 PS0522
 PS0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0015 ***********************************************************************
 QR0015  DESIGNATION -  RR RIVET
 QR0015  PID         -  QR0015
 QR0015  STATE/COUNTY-  SD/BROWN
 QR0015  COUNTRY     -  US
 QR0015  USGS QUAD   -  HOUGHTON (2017)
 QR0015
 QR0015                         *CURRENT SURVEY CONTROL
 QR0015  ______________________________________________________________________
 QR0015* NAD 83(1986) POSITION- 45 45 46.     (N) 098 12 48.     (W)   SCALED
 QR0015* NAVD 88 ORTHO HEIGHT -   397.066 (meters)     1302.71  (feet) ADJUSTED
 QR0015  ______________________________________________________________________
 QR0015  GEOID HEIGHT    -        -24.963 (meters)                     GEOID18
 QR0015  DYNAMIC HEIGHT  -        397.046 (meters)     1302.64  (feet) COMP
 QR0015  MODELED GRAVITY -    980,553.3   (mgal)                       NAVD 88
 QR0015
 QR0015  VERT ORDER      -  FIRST     CLASS II
 QR0015
 QR0015.The horizontal coordinates were scaled from a map and have
 QR0015.an estimated accuracy of +/- 6 seconds.
 QR0015
 QR0015.The orthometric height was determined by differential leveling and
 QR0015.adjusted by the NATIONAL GEODETIC SURVEY
 QR0015.in June 1991.
 QR0015
 QR0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0015.GEOID18 height accuracy estimate available here.
 QR0015
 QR0015.Click photographs - Photos may exist for this station.
 QR0015
 QR0015.The dynamic height is computed by dividing the NAVD 88
 QR0015.geopotential number by the normal gravity value computed on the
 QR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0015.degrees latitude (g = 980.6199 gals.).
 QR0015
 QR0015.The modeled gravity was interpolated from observed gravity values.
 QR0015
 QR0015;                    North         East    Units  Estimated Accuracy
 QR0015;SPC SD N     -   215,950.      738,980.      MT  (+/- 180 meters Scaled)
 QR0015
 QR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR611679(NAD 83)
 QR0015
 QR0015                          SUPERSEDED SURVEY CONTROL
 QR0015
 QR0015  NGVD 29 (??/??/92)  396.76   (m)         1301.7    (f) COMPUTED    1 2
 QR0015
 QR0015.Superseded values are not recommended for survey control.
 QR0015
 QR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0015.See file dsdata.pdf to determine how the superseded data were derived.
 QR0015
 QR0015_MARKER: R = RIVET
 QR0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QR0015_SP_SET: PEDESTAL
 QR0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0015
 QR0015  HISTORY     - Date     Condition        Report By
 QR0015  HISTORY     - UNK      MONUMENTED       CNWRR
 QR0015  HISTORY     - 1934     GOOD             CGS
 QR0015
 QR0015                          STATION DESCRIPTION
 QR0015
 QR0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0015'AT HOUGHTON.
 QR0015'AT HOUGHTON, BROWN COUNTY, ABOUT 150 FEET NORTH OF THE CHICAGO AND
 QR0015'NORTH WESTERN RAILWAY PASSENGER STATION, AT THE WATER TANK, IN
 QR0015'THE TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST STONE PEDESTAL OF
 QR0015'THE FOUNDATION, 11.6 FEET EAST OF THE CENTER LINE OF THE TRACK,
 QR0015'AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 QR0015'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1118 ***********************************************************************
 PT1118  DESIGNATION -  RUDY
 PT1118  PID         -  PT1118
 PT1118  STATE/COUNTY-  SD/ZIEBACH
 PT1118  COUNTRY     -  US
 PT1118  USGS QUAD   -  HIGH ELK HILL SW (2017)
 PT1118
 PT1118                         *CURRENT SURVEY CONTROL
 PT1118  ______________________________________________________________________
 PT1118* NAD 83(1996) POSITION- 44 51 35.29435(N) 101 24 11.42661(W)   ADJUSTED
 PT1118* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 PT1118  ______________________________________________________________________
 PT1118  GEOID HEIGHT    -        -21.231 (meters)                     GEOID18
 PT1118  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC18
 PT1118  HORZ ORDER      -  SECOND
 PT1118
 PT1118.The horizontal coordinates were established by classical geodetic methods
 PT1118.and adjusted by the National Geodetic Survey in January 1998.
 PT1118
 PT1118.The orthometric height was scaled from a topographic map.
 PT1118
 PT1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1118.GEOID18 height accuracy estimate available here.
 PT1118
 PT1118.Click photographs - Photos may exist for this station.
 PT1118
 PT1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1118
 PT1118. The following values were computed from the NAD 83(1996) position.
 PT1118
 PT1118;                    North         East     Units Scale Factor Converg.
 PT1118;SPC SD N     -   115,024.578   489,106.386   MT  0.99994467   -0 59 35.1
 PT1118;SPC SD N     -   377,376.47  1,604,676.53   sFT  0.99994467   -0 59 35.1
 PT1118;UTM  14      - 4,970,186.123   310,131.444   MT  1.00004331   -1 41 44.3
 PT1118
 PT1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1118!SPC SD N     -   0.99988850  x   0.99994467  =   0.99983317
 PT1118!UTM  14      -   0.99988850  x   1.00004331  =   0.99993180
 PT1118
 PT1118:                Primary Azimuth Mark                     Grid Az
 PT1118:SPC SD N     -  RUDY AZ MK                               144 13 33.5
 PT1118:UTM  14      -  RUDY AZ MK                               144 55 42.7
 PT1118
 PT1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ1013170186(NAD 83)
 PT1118
 PT1118|---------------------------------------------------------------------|
 PT1118| PID    Reference Object                     Distance      Geod. Az  |
 PT1118|                                                           dddmmss.s |
 PT1118| CQ4828 RUDY AZ MK                                         1431358.4 |
 PT1118| CQ4829 RUDY RM 1                            10.873 METERS 24125     |
 PT1118| CQ4830 RUDY RM 2                            10.899 METERS 32533     |
 PT1118|---------------------------------------------------------------------|
 PT1118
 PT1118                          SUPERSEDED SURVEY CONTROL
 PT1118
 PT1118  NAD 83(1986)-  44 51 35.28657(N)    101 24 11.42670(W) AD(       ) 2
 PT1118  NAD 27      -  44 51 35.34400(N)    101 24 09.87500(W) AD(       ) 2
 PT1118
 PT1118.Superseded values are not recommended for survey control.
 PT1118
 PT1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1118.See file dsdata.pdf to determine how the superseded data were derived.
 PT1118
 PT1118_MARKER: DS = TRIANGULATION STATION DISK
 PT1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1118_STAMPING: RUDY 1952
 PT1118_MARK LOGO: CGS
 PT1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1118+STABILITY: SURFACE MOTION
 PT1118
 PT1118  HISTORY     - Date     Condition        Report By
 PT1118  HISTORY     - 1952     MONUMENTED       CGS
 PT1118
 PT1118                          STATION DESCRIPTION
 PT1118
 PT1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1118'THE STATION IS BELIEVED TO BE IN SECTION 2, T 10 N, R 22 E,
 PT1118'9 MILES SOUTH AND 8-1/2 MILES WEST OF EAGLE BUTTE, ON A
 PT1118'HIGH PROMINENT BUTTE, 9 FEET EAST OF A WHITE 4 IN X 4 IN
 PT1118'WITNESS POST AND ON THE CHEYENNE RIVER INDIAN RESERVATION.
 PT1118'
 PT1118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PT1118'AND STATE HIGHWAY 63, (2 MILES WEST OF EAGLE BUTTE) GO SOUTH
 PT1118'ON STATE HIGHWAY 63 FOR 11.7 MILES TO A SCHOOL HOUSE ON THE
 PT1118'LEFT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 3.3 MILES TO A
 PT1118'SIDE ROAD ON THE RIGHT, TURN RIGHT (WEST) AND FOLLOW THE
 PT1118'MAIN DIRT ROAD FOR 3.1 MILES, TURN LEFT WITH THE MAIN ROAD
 PT1118'AND GO FOR 0.25 MILE, TURN RIGHT (WEST) WITH THE MAIN ROAD
 PT1118'FOR 1 MILE TO A CROSS ROAD, TURN RIGHT (NORTH) AND GO FOR
 PT1118'0.35 MILE TO A FARM HOUSE, GO THROUGH FARMYARD AND FOLLOW
 PT1118'A TRACK ROAD NORTHWESTERLY FOR 0.85 MILE TO A Y-JUNCTION,
 PT1118'CONTINUE NORTHWESTERLY ON THE RIGHT ROAD FOR 0.45 MILE TO
 PT1118'A GATE, GO THROUGH GATE AND CONTINUE NORTHWESTERLY ON THE
 PT1118'TRACK ROAD FOR 0.65 MILE TO ANOTHER GATE JUST SOUTH OF A
 PT1118'FENCE CORNER, GO THROUGH WIRE GATE AND CONTINUE
 PT1118'NORTHWESTERLY ON THE TRACK ROAD FOR 2.55 MILES TO THE TOP OF
 PT1118'THE FIRST RIDGE AND THE AZIMUTH MARK AS DESCRIBED
 PT1118'BELOW, CONTINUE NORTHWESTERLY ON THE TRACK ROAD FOR
 PT1118'0.5 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 PT1118'STATION.
 PT1118'
 PT1118'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1118'RUDY 1952.
 PT1118'
 PT1118'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1118'RUDY NO 1 1952.
 PT1118'
 PT1118'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1118'RUDY NO 2 1952.
 PT1118'
 PT1118'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF THE TRACK
 PT1118'ROAD AND 3 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1118'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED RUDY 1952.
 PT1118'
 PT1118'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0677 ***********************************************************************
 OS0677  DESIGNATION -  RUN
 OS0677  PID         -  OS0677
 OS0677  STATE/COUNTY-  SD/MELLETTE
 OS0677  COUNTRY     -  US
 OS0677  USGS QUAD   -  BADNATION (2017)
 OS0677
 OS0677                         *CURRENT SURVEY CONTROL
 OS0677  ______________________________________________________________________
 OS0677* NAD 83(1996) POSITION- 43 41 26.90811(N) 100 22 13.78887(W)   ADJUSTED
 OS0677* NAVD 88 ORTHO HEIGHT -   608.62  (+/-2cm)     1996.8   (feet) VERTCON3
 OS0677  ______________________________________________________________________
 OS0677  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 OS0677  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 OS0677  HORZ ORDER      -  FIRST
 OS0677  VERT ORDER      -  THIRD ? (See Below)
 OS0677
 OS0677.The horizontal coordinates were established by classical geodetic methods
 OS0677.and adjusted by the National Geodetic Survey in January 1998.
 OS0677
 OS0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0677
 OS0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0677.GEOID18 height accuracy estimate available here.
 OS0677
 OS0677.The vertical order pertains to the NGVD 29 superseded value.
 OS0677
 OS0677.Click photographs - Photos may exist for this station.
 OS0677
 OS0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0677
 OS0677. The following values were computed from the NAD 83(1996) position.
 OS0677
 OS0677;                    North         East     Units Scale Factor Converg.
 OS0677;SPC SD S     -   150,804.369   597,004.092   MT  0.99990767   -0 01 32.3
 OS0677;SPC SD S     -   494,764.00  1,958,670.93   sFT  0.99990767   -0 01 32.3
 OS0677;UTM  14      - 4,838,445.028   389,552.127   MT  0.99975004   -0 56 48.4
 OS0677
 OS0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0677!SPC SD S     -   0.99990847  x   0.99990767  =   0.99981614
 OS0677!UTM  14      -   0.99990847  x   0.99975004  =   0.99965853
 OS0677
 OS0677:                Primary Azimuth Mark                     Grid Az
 OS0677:SPC SD S     -  RUN AZ MK                                178 55 08.1
 OS0677:UTM  14      -  RUN AZ MK                                179 50 24.2
 OS0677
 OS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8955238445(NAD 83)
 OS0677
 OS0677|---------------------------------------------------------------------|
 OS0677| PID    Reference Object                     Distance      Geod. Az  |
 OS0677|                                                           dddmmss.s |
 OS0677| CO4431 RUN RM 1                             22.921 METERS 05743     |
 OS0677| OS0672 CONGREGATIONAL CH CUP CROSS         APPROX. 8.0 KM 1092832.0 |
 OS0677| OS0674 ST GEORGES EPISCOPAL CH CUPOLA      APPROX. 8.7 KM 1220210.6 |
 OS0677| CO4432 RUN RM 2                             24.259 METERS 12728     |
 OS0677| CO4430 RUN AZ MK                                          1785335.8 |
 OS0677|---------------------------------------------------------------------|
 OS0677
 OS0677                          SUPERSEDED SURVEY CONTROL
 OS0677
 OS0677  NAD 83(1995)-  43 41 26.90405(N)    100 22 13.79519(W) AD(       ) 1
 OS0677  NAD 83(1986)-  43 41 26.90338(N)    100 22 13.80070(W) AD(       ) 1
 OS0677  NAD 27      -  43 41 26.93500(N)    100 22 12.31600(W) AD(       ) 1
 OS0677  NGVD 29             608.22   (m)         1995.5    (f) LEVELING    3  
 OS0677
 OS0677.Superseded values are not recommended for survey control.
 OS0677
 OS0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0677.See file dsdata.pdf to determine how the superseded data were derived.
 OS0677
 OS0677_MARKER: DS = TRIANGULATION STATION DISK
 OS0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0677_STAMPING: RUN 1936
 OS0677_MARK LOGO: CGS
 OS0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0677+STABILITY: SURFACE MOTION
 OS0677
 OS0677  HISTORY     - Date     Condition        Report By
 OS0677  HISTORY     - 1936     MONUMENTED       CGS
 OS0677
 OS0677                          STATION DESCRIPTION
 OS0677
 OS0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0677'STATION IS 15 MILES AIRLINE, AND 18.8 MILES BY ROAD NORTH-NORTHEAST
 OS0677'OF WOOD, 0.2 MILE NORTH OF SMALL WHITE SCHOOL ON EAST SIDE OF
 OS0677'ROAD, 0.35 MILE NORTH OF T-INTERSECTION AND ROAD LEADING EAST,
 OS0677'0.7 MILE NORTH OF T-INTERSECTION AND ROAD LEADING WEST, AT EAST
 OS0677'SIDE OF PASTURE FIELD, 41 FEET WEST OF CENTERLINE OF ROAD,
 OS0677'1.0 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS 4 INCHES.
 OS0677'
 OS0677'REFERENCE MARK NO. 1 IS NORTHEAST AND ACROSS ROAD FROM STATION,
 OS0677'1.0 FOOT EAST OF EAST RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 OS0677'4 INCHES.
 OS0677'
 OS0677'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND ACROSS ROAD,
 OS0677'1.0 FOOT EAST OF EAST RIGHT-OF-WAY FENCE LINE.  THE MARK
 OS0677'PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 OS0677'88.56 FEET.
 OS0677'
 OS0677'THE AZIMUTH MARK IS SOUTH OF THE STATION ON EAST SIDE OF
 OS0677'NORTH-SOUTH ROAD, AT T-INTERSECTION AND ROAD LEADING WEST, AT
 OS0677'SOUTHWEST CORNER OF PASTURE FIELD, 2.0 FEET NORTHEAST OF FENCE
 OS0677'CORNER, 42 FEET EAST OF CENTERLINE OF ROAD, 0.5 MILE SOUTH OF
 OS0677'WHITE SCHOOL BUILDING.  THE MARK PROJECTS 6 INCHES.
 OS0677'
 OS0677'SIGNALS SHOWN FROM THE GROUND AT BANK, ERNST, MORAN AND BRAVE
 OS0677'ARE VISIBLE FROM THE GROUND.
 OS0677'
 OS0677'A SIGNAL 4 FEET ABOVE THE GROUND AT CEMETARY IS VISIBLE
 OS0677'AT 15 FEET.
 OS0677'
 OS0677'TO REACH THE STATION FROM WOOD, GO NORTH ON SECTION-LINE ROAD
 OS0677'(0.5 MILE EAST OF CENTER OF TOWN) FOR 0.5 MILE, THEN EAST 1.0
 OS0677'MILE, NORTH 2.0 MILES, EAST 2.0 MILES, NORTH 4.0 MILES, EAST
 OS0677'1.0 MILE, NORTH 2.0 MILES, AND EAST 1.0 MILE TO JUNCTION WITH
 OS0677'STATE HIGHWAY 53, THEN NORTH ON STATE 53 FOR 2.0 MILES TO
 OS0677'BRAVE STORE, WHERE STATE 53 TURNS EAST.  CONTINUE NORTH ON
 OS0677'SECTION-LINE ROAD FOR 2.8 MILES TO STATION ON WEST SIDE OF
 OS0677'ROAD (0.2 MILE NORTH OF SMALL WHITE SCHOOL).
 OS0677'
 OS0677'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0677'BRONZE DISKS SET AS DESCRIBED.
 OS0677'
 OS0677'HEIGHT OF LIGHT ABOVE STATION MARK - 15 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0822 ***********************************************************************
 QS0822  DESIGNATION -  RUNAROUND BUTTE
 QS0822  PID         -  QS0822
 QS0822  STATE/COUNTY-  SD/CORSON
 QS0822  COUNTRY     -  US
 QS0822  USGS QUAD   -  LITTLE EAGLE SE (2017)
 QS0822
 QS0822                         *CURRENT SURVEY CONTROL
 QS0822  ______________________________________________________________________
 QS0822* NAD 83(1996) POSITION- 45 34 21.91424(N) 100 48 22.61754(W)   ADJUSTED
 QS0822* NAVD 88 ORTHO HEIGHT -   677.    (meters)     2221.    (feet) SCALED
 QS0822  ______________________________________________________________________
 QS0822  GEOID HEIGHT    -        -21.297 (meters)                     GEOID18
 QS0822  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 QS0822  HORZ ORDER      -  SECOND
 QS0822
 QS0822.The horizontal coordinates were established by classical geodetic methods
 QS0822.and adjusted by the National Geodetic Survey in January 1998.
 QS0822
 QS0822.The orthometric height was scaled from a topographic map.
 QS0822
 QS0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0822.GEOID18 height accuracy estimate available here.
 QS0822
 QS0822.Click photographs - Photos may exist for this station.
 QS0822
 QS0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0822
 QS0822. The following values were computed from the NAD 83(1996) position.
 QS0822
 QS0822;                    North         East     Units Scale Factor Converg.
 QS0822;SPC SD N     -   193,607.345   537,065.986   MT  0.99998053   -0 34 14.3
 QS0822;SPC SD N     -   635,193.43  1,762,023.99   sFT  0.99998053   -0 34 14.3
 QS0822;UTM  14      - 5,048,166.073   359,063.209   MT  0.99984421   -1 17 24.5
 QS0822
 QS0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0822!SPC SD N     -   0.99989715  x   0.99998053  =   0.99987768
 QS0822!UTM  14      -   0.99989715  x   0.99984421  =   0.99974137
 QS0822
 QS0822:                Primary Azimuth Mark                     Grid Az
 QS0822:SPC SD N     -  RUNAROUND BUTTE AZ MK                    288 44 25.4
 QS0822:UTM  14      -  RUNAROUND BUTTE AZ MK                    289 27 35.6
 QS0822
 QS0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5906348166(NAD 83)
 QS0822
 QS0822|---------------------------------------------------------------------|
 QS0822| PID    Reference Object                     Distance      Geod. Az  |
 QS0822|                                                           dddmmss.s |
 QS0822| QS0766 RED TOP GRADE SCHOOL CHIMNEY        APPROX.18.1 KM 1221718.1 |
 QS0822| QS0769 TRAIL CITY BAGLEY E ELEV S GAB      APPROX.12.9 KM 1505406.5 |
 QS0822| QS0771 TRAIL CITY QUEEN ROSARY CHURCH      APPROX.12.5 KM 1511715.2 |
 QS0822| CO6028 RUNAROUND BUTTE RM 1                  8.458 METERS 18212     |
 QS0822| CO6027 RUNAROUND BUTTE AZ MK                              2881011.1 |
 QS0822| CO6029 RUNAROUND BUTTE RM 2                  9.507 METERS 31135     |
 QS0822|---------------------------------------------------------------------|
 QS0822
 QS0822                          SUPERSEDED SURVEY CONTROL
 QS0822
 QS0822  NAD 83(1986)-  45 34 21.90565(N)    100 48 22.61455(W) AD(       ) 2
 QS0822  NAD 27      -  45 34 21.92500(N)    100 48 21.10800(W) AD(       ) 2
 QS0822
 QS0822.Superseded values are not recommended for survey control.
 QS0822
 QS0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0822.See file dsdata.pdf to determine how the superseded data were derived.
 QS0822
 QS0822_MARKER: DB = BENCH MARK DISK
 QS0822_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0822_STAMPING: RUNAROUND BUTTE 1946
 QS0822_MARK LOGO: USGS
 QS0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0822
 QS0822  HISTORY     - Date     Condition        Report By
 QS0822  HISTORY     - 1946     MONUMENTED       USGS
 QS0822
 QS0822                          STATION DESCRIPTION
 QS0822
 QS0822'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 QS0822'THE STATION IS IN SECTION 33, T19N, R27E, ABOUT 7 MILES
 QS0822'NORTH AND 4 MILES WEST OF TRAIL CITY AND ON THE SUMMIT OF
 QS0822'RUNAROUND BUTTE.
 QS0822'
 QS0822'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 QS0822'STATE HIGHWAY 8 IN TRAIL CITY, GO WEST ON STATE HIGHWAY 8 FOR
 QS0822'4.3 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN MC LAUGHLIN
 QS0822'TURN RIGHT (NORTH) AND FOLLOW THE MAIN GRADED ROAD FOR 7.3
 QS0822'MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK AS
 QS0822'DESCRIBED, TURN RIGHT (EAST) AND GO FOR 0.3 MILE TO THE END OF
 QS0822'TRUCK TRAVEL.  PACK SOUTHERLY FOR 0.2 MILE TO THE TOP AND
 QS0822'STATION.  NOTE--A FOUR-WHEEL DRIVE TRUCK CAN BE DRIVEN UP TO
 QS0822'THE TOP FROM THE SOUTHEAST SIDE OF THE BUTTE.
 QS0822'
 QS0822'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 QS0822'MARK DISK.  IT IS A 6-INCH SQUARE CONCRETE POST, THAT
 QS0822'PROJECTS 3 INCHES AND THE DISK IS STAMPED RUNAROUND BUTTE
 QS0822'1946.
 QS0822'
 QS0822'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 QS0822'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 5 INCHES AND THE
 QS0822'DISK IS STAMPED RUNAROUND BUTTE USGS NO 1 1952.
 QS0822'
 QS0822'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0822'RUNAROUND BUTTE USGS NO 2 1952.
 QS0822'
 QS0822'THE AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF THE
 QS0822'NORTH-SOUTH GRADED DIRT ROAD, 30 FEET NORTH OF THE CENTER OF THE
 QS0822'EAST-WEST DIRT ROAD, 4 FEET SOUTH OF A POWERLINE POLE, AND 2 FEET
 QS0822'WEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 QS0822'4 INCHES AND THE DISK IS STAMPED RUNAROUND BUTTE USGS 1952.
 QS0822'
 QS0822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1897 ***********************************************************************
 NM1897  DESIGNATION -  RUNNING WATER N BASE
 NM1897  PID         -  NM1897
 NM1897  STATE/COUNTY-  SD/BON HOMME
 NM1897  COUNTRY     -  US
 NM1897  USGS QUAD   -  SPRINGFIELD (2017)
 NM1897
 NM1897                         *CURRENT SURVEY CONTROL
 NM1897  ______________________________________________________________________
 NM1897* NAD 83(1996) POSITION- 42 47 56.62594(N) 097 55 33.19840(W)   ADJUSTED
 NM1897* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 NM1897  ______________________________________________________________________
 NM1897  GEOID HEIGHT    -        -25.895 (meters)                     GEOID18
 NM1897  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 NM1897  HORZ ORDER      -  SECOND
 NM1897
 NM1897.The horizontal coordinates were established by classical geodetic methods
 NM1897.and adjusted by the National Geodetic Survey in January 1998.
 NM1897
 NM1897.The orthometric height was scaled from a topographic map.
 NM1897
 NM1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1897.GEOID18 height accuracy estimate available here.
 NM1897
 NM1897.Click photographs - Photos may exist for this station.
 NM1897
 NM1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1897
 NM1897. The following values were computed from the NAD 83(1996) position.
 NM1897
 NM1897;                    North         East     Units Scale Factor Converg.
 NM1897;SPC SD S     -    54,593.327   796,917.906   MT  1.00000829   +1 39 38.8
 NM1897;SPC SD S     -   179,111.61  2,614,554.83   sFT  1.00000829   +1 39 38.8
 NM1897;UTM  14      - 4,739,060.862   587,834.212   MT  0.99969491   +0 43 47.4
 NM1897
 NM1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1897!SPC SD S     -   0.99994067  x   1.00000829  =   0.99994896
 NM1897!UTM  14      -   0.99994067  x   0.99969491  =   0.99963560
 NM1897
 NM1897:                Primary Azimuth Mark                     Grid Az
 NM1897:SPC SD S     -  RUNNING WATER S BASE                     214 24 40.3
 NM1897:UTM  14      -  RUNNING WATER S BASE                     215 20 31.7
 NM1897
 NM1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8783439060(NAD 83)
 NM1897
 NM1897|---------------------------------------------------------------------|
 NM1897| PID    Reference Object                     Distance      Geod. Az  |
 NM1897|                                                           dddmmss.s |
 NM1897| NM1900 RUNNING WATER S BASE                APPROX. 4.3 KM 2160419.1 |
 NM1897|---------------------------------------------------------------------|
 NM1897
 NM1897                          SUPERSEDED SURVEY CONTROL
 NM1897
 NM1897  NAD 83(1995)-  42 47 56.62594(N)    097 55 33.19839(W) AD(       ) 2
 NM1897  NAD 83(1986)-  42 47 56.63550(N)    097 55 33.19614(W) AD(       ) 2
 NM1897  NAD 27      -  42 47 56.63300(N)    097 55 31.95000(W) AD(       ) 2
 NM1897  MORC        -  42 47 54.41000(N)    097 55 33.18000(W) AD(       ) 3
 NM1897
 NM1897.Superseded values are not recommended for survey control.
 NM1897
 NM1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1897.See file dsdata.pdf to determine how the superseded data were derived.
 NM1897
 NM1897_MARKER: Z = SEE DESCRIPTION
 NM1897_SETTING: 0 = UNSPECIFIED SETTING
 NM1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1897
 NM1897  HISTORY     - Date     Condition        Report By
 NM1897  HISTORY     - 1890     MONUMENTED       MORC
 NM1897
 NM1897                          STATION DESCRIPTION
 NM1897
 NM1897'DESCRIBED BY MISSOURI RIVER COMMISSION 1890
 NM1897'RUNNING WATER NORTH BASE IS ON LEFT BANK, IN THE BOTTOM, 4-1/2
 NM1897'MILES NORTHEAST FROM RUNNING WATER, S. DAK.  THE STATION IS IN
 NM1897'NE. 1/4, SW. 1/4, SEC. 10, T. 92 N., R. 60 W., AND ON LAND OWNED
 NM1897'BY MR. BARNUM, OF NIOBRARA, NEBR.  THE WEST LINE OF THIS SECTION
 NM1897'CROSSES BASE LINE 2,758 FEET FROM STATION.  MAGNETIC BEARING OF
 NM1897'BASE LINE IS N. 24 DEG 30 MIN E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0421 ***********************************************************************
 QQ0421  DESIGNATION -  RUSH
 QQ0421  PID         -  QQ0421
 QQ0421  STATE/COUNTY-  SD/DAY
 QQ0421  COUNTRY     -  US
 QQ0421  USGS QUAD   -  WAUBAY SW (2017)
 QQ0421
 QQ0421                         *CURRENT SURVEY CONTROL
 QQ0421  ______________________________________________________________________
 QQ0421* NAD 83(1996) POSITION- 45 20 21.21875(N) 097 23 13.64582(W)   ADJUSTED
 QQ0421* NAVD 88 ORTHO HEIGHT -   555.    (meters)     1821.    (feet) SCALED
 QQ0421  ______________________________________________________________________
 QQ0421  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 QQ0421  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 QQ0421  HORZ ORDER      -  THIRD
 QQ0421
 QQ0421.The horizontal coordinates were established by classical geodetic methods
 QQ0421.and adjusted by the National Geodetic Survey in January 1998.
 QQ0421
 QQ0421.The orthometric height was scaled from a topographic map.
 QQ0421
 QQ0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0421.GEOID18 height accuracy estimate available here.
 QQ0421
 QQ0421.Click photographs - Photos may exist for this station.
 QQ0421
 QQ0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0421
 QQ0421. The following values were computed from the NAD 83(1996) position.
 QQ0421
 QQ0421;                    North         East     Units Scale Factor Converg.
 QQ0421;SPC SD N     -   170,645.060   804,752.294   MT  0.99995173   +1 50 57.2
 QQ0421;SPC SD N     -   559,858.00  2,640,258.15   sFT  0.99995173   +1 50 57.2
 QQ0421;UTM  14      - 5,021,900.652   626,366.802   MT  0.99979634   +1 08 50.5
 QQ0421
 QQ0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0421!SPC SD N     -   0.99991688  x   0.99995173  =   0.99986862
 QQ0421!UTM  14      -   0.99991688  x   0.99979634  =   0.99971324
 QQ0421
 QQ0421:                Primary Azimuth Mark                     Grid Az
 QQ0421:SPC SD N     -  RUSH AZ MK                               057 53 53.4
 QQ0421:UTM  14      -  RUSH AZ MK                               058 36 00.1
 QQ0421
 QQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2636621900(NAD 83)
 QQ0421
 QQ0421|---------------------------------------------------------------------|
 QQ0421| PID    Reference Object                     Distance      Geod. Az  |
 QQ0421|                                                           dddmmss.s |
 QQ0421| AE7261 RUSH AZ MK                                         0594450.6 |
 QQ0421| AE7248 RUSH RM 1                            18.343 METERS 08458     |
 QQ0421| QQ0420 WAUBAY MUNICIPAL WATER TANK         APPROX. 6.5 KM 0935532.0 |
 QQ0421| AE7249 RUSH RM 2                            12.093 METERS 35426     |
 QQ0421|---------------------------------------------------------------------|
 QQ0421
 QQ0421                          SUPERSEDED SURVEY CONTROL
 QQ0421
 QQ0421  NAD 83(1986)-  45 20 21.21846(N)    097 23 13.63163(W) AD(       ) 3
 QQ0421  NAD 27      -  45 20 21.36684(N)    097 23 12.32128(W) AD(       ) 3
 QQ0421
 QQ0421.Superseded values are not recommended for survey control.
 QQ0421
 QQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0421.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0421
 QQ0421_MARKER: DS = TRIANGULATION STATION DISK
 QQ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0421_STAMPING: RUSH 1952
 QQ0421_MARK LOGO: CGS
 QQ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0421+STABILITY: SURFACE MOTION
 QQ0421
 QQ0421  HISTORY     - Date     Condition        Report By
 QQ0421  HISTORY     - 1952     MONUMENTED       CGS
 QQ0421  HISTORY     - 19970314 MARK NOT FOUND   NGS
 QQ0421
 QQ0421                          STATION DESCRIPTION
 QQ0421
 QQ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0421'THE STATION IS IN SECTION 35, T 122 N, R 55 W, 6-1/2 MILES EAST OF
 QQ0421'WEBSTER, 4 MILES WEST OF WAUBAY, 0.2 MILE SOUTH OF U.S. HIGHWAY 12,
 QQ0421'39.6 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST, AND 31 FEET
 QQ0421'WEST OF THE CENTER OF A TRACK ROAD.
 QQ0421'
 QQ0421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QQ0421'STATE HIGHWAY 25 AT THE NORTH EDGE OF TOWN OF WEBSTER, GO EAST ON
 QQ0421'U.S. HIGHWAY 12 FOR 5.55 MILES TO A CROSS ROAD, CONTINUE EASTERLY
 QQ0421'ON THE HIGHWAY FOR 1 MILE TO ANOTHER CROSS ROAD, TURN RIGHT
 QQ0421'(SOUTH) AND FOLLOW THE ROAD FOR 0.2 MILE TO THE STATION ON THE
 QQ0421'RIGHT.
 QQ0421'
 QQ0421'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.2
 QQ0421'MILE TO THE HIGHWAY, TURN RIGHT (EAST) AND GO ON THE HIGHWAY FOR
 QQ0421'0.15 MILE TO THE SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK AS
 QQ0421'DESCRIBED BELOW.
 QQ0421'
 QQ0421'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED RUSH
 QQ0421'1952.
 QQ0421'
 QQ0421'REFERENCE MARK 1 IS 30 FEET EAST OF THE CENTER OF THE TRACK
 QQ0421'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RUSH NO
 QQ0421'1 1952.
 QQ0421'
 QQ0421'REFERENCE MARK 2 IS 33 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 QQ0421'3 FEET WEST OF A FENCE CORNER AND 3 FEET EAST OF A WHITE 4 IN BY 4
 QQ0421'IN WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QQ0421'STAMPED RUSH NO 2 1952.
 QQ0421'
 QQ0421'THE AZIMUTH MARK IS ABOUT 175 FEET WEST-NORTHWEST OF THE
 QQ0421'NORTHWEST SHORE OF RUSH LAKE, 79 FEET SOUTH OF THE CENTER OF
 QQ0421'U.S. HIGHWAY 12, 23 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND
 QQ0421'3 FEET SOUTH OF A STOP SIGN POST.  THE MARK PROJECTS 5 INCHES AND
 QQ0421'THE DISK IS STAMPED RUSH 1952.
 QQ0421'
 QQ0421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0421
 QQ0421                          STATION RECOVERY (1997)
 QQ0421
 QQ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0421'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7248 ***********************************************************************
 AE7248  DESIGNATION -  RUSH RM 1
 AE7248  PID         -  AE7248
 AE7248  STATE/COUNTY-  SD/DAY
 AE7248  COUNTRY     -  US
 AE7248  USGS QUAD   -  WAUBAY SW (2017)
 AE7248
 AE7248                         *CURRENT SURVEY CONTROL
 AE7248  ______________________________________________________________________
 AE7248* NAD 83(1986) POSITION- 45 20 21.27   (N) 097 23 12.81   (W)   HD_HELD1
 AE7248* NAVD 88 ORTHO HEIGHT -   553.900 (meters)     1817.25  (feet) ADJUSTED
 AE7248  ______________________________________________________________________
 AE7248  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 AE7248  DYNAMIC HEIGHT  -        553.837 (meters)     1817.05  (feet) COMP
 AE7248  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 AE7248
 AE7248  VERT ORDER      -  FIRST     CLASS II
 AE7248
 AE7248.The horizontal coordinates were determined by differentially corrected
 AE7248.hand held GPS observations or other comparable positioning techniques
 AE7248.and have an estimated accuracy of +/- 3 meters.
 AE7248
 AE7248.The orthometric height was determined by differential leveling and
 AE7248.adjusted by the NATIONAL GEODETIC SURVEY
 AE7248.in July 1998.
 AE7248
 AE7248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7248.GEOID18 height accuracy estimate available here.
 AE7248
 AE7248.Click photographs - Photos may exist for this station.
 AE7248
 AE7248.The dynamic height is computed by dividing the NAVD 88
 AE7248.geopotential number by the normal gravity value computed on the
 AE7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7248.degrees latitude (g = 980.6199 gals.).
 AE7248
 AE7248.The modeled gravity was interpolated from observed gravity values.
 AE7248
 AE7248;                    North         East    Units  Estimated Accuracy
 AE7248;SPC SD N     -   170,647.2     804,770.4     MT  (+/- 3 meters HH1 GPS) 
 AE7248
 AE7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2638421902(NAD 83)
 AE7248
 AE7248                          SUPERSEDED SURVEY CONTROL
 AE7248
 AE7248.No superseded survey control is available for this station.
 AE7248
 AE7248_MARKER: DR = REFERENCE MARK DISK
 AE7248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7248_STAMPING: RUSH NO 1 1952
 AE7248_MARK LOGO: CGS
 AE7248_PROJECTION: FLUSH
 AE7248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7248+STABILITY: SURFACE MOTION
 AE7248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7248+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE7248
 AE7248  HISTORY     - Date     Condition        Report By
 AE7248  HISTORY     - 1952     MONUMENTED       CGS
 AE7248  HISTORY     - 19970314 GOOD             NGS
 AE7248
 AE7248                          STATION DESCRIPTION
 AE7248
 AE7248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7248'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7248'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A
 AE7248'GRAVELED ROAD, 22.0 M (72.2 FT) SOUTHEAST OF REFERENCE MARK 2, 6.5 M
 AE7248'(21.3 FT) EAST OF THE ROAD CENTER, 0.3 M (1.0 FT) WEST OF A WITNESS
 AE7248'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 AE7248'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7249 ***********************************************************************
 AE7249  DESIGNATION -  RUSH RM 2
 AE7249  PID         -  AE7249
 AE7249  STATE/COUNTY-  SD/DAY
 AE7249  COUNTRY     -  US
 AE7249  USGS QUAD   -  WAUBAY SW (2017)
 AE7249
 AE7249                         *CURRENT SURVEY CONTROL
 AE7249  ______________________________________________________________________
 AE7249* NAD 83(1986) POSITION- 45 20 21.61   (N) 097 23 13.70   (W)   HD_HELD1
 AE7249* NAVD 88 ORTHO HEIGHT -   554.488 (meters)     1819.18  (feet) ADJUSTED
 AE7249  ______________________________________________________________________
 AE7249  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 AE7249  DYNAMIC HEIGHT  -        554.425 (meters)     1818.98  (feet) COMP
 AE7249  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 AE7249
 AE7249  VERT ORDER      -  FIRST     CLASS II
 AE7249
 AE7249.The horizontal coordinates were determined by differentially corrected
 AE7249.hand held GPS observations or other comparable positioning techniques
 AE7249.and have an estimated accuracy of +/- 3 meters.
 AE7249
 AE7249.The orthometric height was determined by differential leveling and
 AE7249.adjusted by the NATIONAL GEODETIC SURVEY
 AE7249.in July 1998.
 AE7249
 AE7249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7249.GEOID18 height accuracy estimate available here.
 AE7249
 AE7249.Click photographs - Photos may exist for this station.
 AE7249
 AE7249.The dynamic height is computed by dividing the NAVD 88
 AE7249.geopotential number by the normal gravity value computed on the
 AE7249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7249.degrees latitude (g = 980.6199 gals.).
 AE7249
 AE7249.The modeled gravity was interpolated from observed gravity values.
 AE7249
 AE7249;                    North         East    Units  Estimated Accuracy
 AE7249;SPC SD N     -   170,657.1     804,750.7     MT  (+/- 3 meters HH1 GPS) 
 AE7249
 AE7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2636521912(NAD 83)
 AE7249
 AE7249                          SUPERSEDED SURVEY CONTROL
 AE7249
 AE7249.No superseded survey control is available for this station.
 AE7249
 AE7249_MARKER: DR = REFERENCE MARK DISK
 AE7249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7249_STAMPING: RUSH NO 2 1952
 AE7249_MARK LOGO: CGS
 AE7249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7249+STABILITY: SURFACE MOTION
 AE7249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7249+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE7249
 AE7249  HISTORY     - Date     Condition        Report By
 AE7249  HISTORY     - 1952     MONUMENTED       CGS
 AE7249  HISTORY     - 19970314 GOOD             NGS
 AE7249
 AE7249                          STATION DESCRIPTION
 AE7249
 AE7249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7249'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7249'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A
 AE7249'GRAVELED ROAD, 22.0 M (72.2 FT) NORTHWEST OF REFERENCE MARK 1, 12.9 M
 AE7249'(42.3 FT) WEST OF THE ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AE7249'THE ROAD, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 AE7249'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2295 ***********************************************************************
 PU2295  DESIGNATION -  RUSHMORE AFB N WATER TANK
 PU2295  PID         -  PU2295
 PU2295  STATE/COUNTY-  SD/MEADE
 PU2295  COUNTRY     -  US
 PU2295  USGS QUAD   -  BEND (2017)
 PU2295
 PU2295                         *CURRENT SURVEY CONTROL
 PU2295  ______________________________________________________________________
 PU2295* NAD 83(1996) POSITION- 44 09 53.95716(N) 103 06 03.10257(W)   ADJUSTED
 PU2295  ______________________________________________________________________
 PU2295  GEOID HEIGHT    -        -16.554 (meters)                     GEOID18
 PU2295  LAPLACE CORR    -        -10.76  (seconds)                    DEFLEC18
 PU2295  HORZ ORDER      -  THIRD
 PU2295
 PU2295.The horizontal coordinates were established by classical geodetic methods
 PU2295.and adjusted by the National Geodetic Survey in January 1998.
 PU2295
 PU2295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2295.GEOID18 height accuracy estimate available here.
 PU2295
 PU2295.Click photographs - Photos may exist for this station.
 PU2295
 PU2295.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2295
 PU2295. The following values were computed from the NAD 83(1996) position.
 PU2295
 PU2295;                    North         East     Units Scale Factor Converg.
 PU2295;SPC SD N     -    41,604.467   352,028.245   MT  1.00005771   -2 11 40.6
 PU2295;SPC SD N     -   136,497.32  1,154,946.00   sFT  1.00005771   -2 11 40.6
 PU2295;SPC SD S     -   207,173.740   378,694.620   MT  0.99995235   -1 54 33.1
 PU2295;SPC SD S     -   679,702.51  1,242,433.93   sFT  0.99995235   -1 54 33.1
 PU2295;UTM  13      - 4,891,951.585   651,839.999   MT  0.99988356   +1 19 24.4
 PU2295
 PU2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5183991951(NAD 83)
 PU2295
 PU2295                          SUPERSEDED SURVEY CONTROL
 PU2295
 PU2295  NAD 83(1993)-  44 09 53.94857(N)    103 06 03.10503(W) AD(       ) 3
 PU2295  NAD 83(1986)-  44 09 53.94813(N)    103 06 03.10652(W) AD(       ) 3
 PU2295  NAD 27      -  44 09 53.99150(N)    103 06 01.46360(W) AD(       ) 3
 PU2295
 PU2295.Superseded values are not recommended for survey control.
 PU2295
 PU2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2295.See file dsdata.pdf to determine how the superseded data were derived.
 PU2295
 PU2295_MARKER: 53 = ELEVATED TANK
 PU2295
 PU2295  HISTORY     - Date     Condition        Report By
 PU2295  HISTORY     - 1961     FIRST OBSERVED   CGS
 PU2295
 PU2295                          STATION DESCRIPTION
 PU2295
 PU2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2295'THE STATION IS NEAR THE NORTH EDGE OF THE BASE.  IT IS SUPPORTED
 PU2295'BY A 4-LEGGED STEEL STRUCTURE.  HAVING AN OVER-ALL HEIGHT OF
 PU2295'150 FEET AND THE BALL AT THE TOP AND CENTER WAS THE POINT
 PU2295'OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2293 ***********************************************************************
 PU2293  DESIGNATION -  RUSHMORE AFB S WATER TANK
 PU2293  PID         -  PU2293
 PU2293  STATE/COUNTY-  SD/MEADE
 PU2293  COUNTRY     -  US
 PU2293  USGS QUAD   -  BEND (2017)
 PU2293
 PU2293                         *CURRENT SURVEY CONTROL
 PU2293  ______________________________________________________________________
 PU2293* NAD 83(1996) POSITION- 44 09 50.01758(N) 103 06 09.45711(W)   ADJUSTED
 PU2293  ______________________________________________________________________
 PU2293  GEOID HEIGHT    -        -16.545 (meters)                     GEOID18
 PU2293  LAPLACE CORR    -        -10.79  (seconds)                    DEFLEC18
 PU2293  HORZ ORDER      -  THIRD
 PU2293
 PU2293.The horizontal coordinates were established by classical geodetic methods
 PU2293.and adjusted by the National Geodetic Survey in January 1998.
 PU2293
 PU2293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2293.GEOID18 height accuracy estimate available here.
 PU2293
 PU2293.Click photographs - Photos may exist for this station.
 PU2293
 PU2293.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2293
 PU2293. The following values were computed from the NAD 83(1996) position.
 PU2293
 PU2293;                    North         East     Units Scale Factor Converg.
 PU2293;SPC SD N     -    41,488.361   351,882.498   MT  1.00005801   -2 11 45.1
 PU2293;SPC SD N     -   136,116.40  1,154,467.83   sFT  1.00005801   -2 11 45.1
 PU2293;SPC SD S     -   207,056.921   378,549.469   MT  0.99995217   -1 54 37.4
 PU2293;SPC SD S     -   679,319.25  1,241,957.72   sFT  0.99995217   -1 54 37.4
 PU2293;UTM  13      - 4,891,826.776   651,701.676   MT  0.99988304   +1 19 19.8
 PU2293
 PU2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5170191826(NAD 83)
 PU2293
 PU2293                          SUPERSEDED SURVEY CONTROL
 PU2293
 PU2293  NAD 83(1993)-  44 09 50.00900(N)    103 06 09.45956(W) AD(       ) 3
 PU2293  NAD 83(1986)-  44 09 50.00855(N)    103 06 09.46105(W) AD(       ) 3
 PU2293  NAD 27      -  44 09 50.05180(N)    103 06 07.81740(W) AD(       ) 3
 PU2293
 PU2293.Superseded values are not recommended for survey control.
 PU2293
 PU2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2293.See file dsdata.pdf to determine how the superseded data were derived.
 PU2293
 PU2293_MARKER: 53 = ELEVATED TANK
 PU2293
 PU2293  HISTORY     - Date     Condition        Report By
 PU2293  HISTORY     - 1961     FIRST OBSERVED   CGS
 PU2293
 PU2293                          STATION DESCRIPTION
 PU2293
 PU2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2293'THE STATION IS NEAR THE SOUTH EDGE OF THE BASE.  IT IS SUPPORTED
 PU2293'BY A 6 LEGGED STEEL STRUCTURE.  HAVING AN OVER-ALL HEIGHT
 PU2293'OF 135 FEET AND THE BALL AT THE TOP AND CENTER WAS THE POINT
 PU2293'OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0963 ***********************************************************************
 PR0963  DESIGNATION -  RUTLAND
 PR0963  PID         -  PR0963
 PR0963  STATE/COUNTY-  SD/LAKE
 PR0963  COUNTRY     -  US
 PR0963  USGS QUAD   -  RUTLAND (2017)
 PR0963
 PR0963                         *CURRENT SURVEY CONTROL
 PR0963  ______________________________________________________________________
 PR0963* NAD 83(1996) POSITION- 44 03 57.64659(N) 096 54 35.78732(W)   ADJUSTED
 PR0963* NAVD 88 ORTHO HEIGHT -   524.    (meters)     1719.    (feet) SCALED
 PR0963  ______________________________________________________________________
 PR0963  GEOID HEIGHT    -        -25.802 (meters)                     GEOID18
 PR0963  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 PR0963  HORZ ORDER      -  THIRD
 PR0963
 PR0963.The horizontal coordinates were established by classical geodetic methods
 PR0963.and adjusted by the National Geodetic Survey in January 1998.
 PR0963
 PR0963.The orthometric height was scaled from a topographic map.
 PR0963
 PR0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0963.GEOID18 height accuracy estimate available here.
 PR0963
 PR0963.Click photographs - Photos may exist for this station.
 PR0963
 PR0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0963
 PR0963. The following values were computed from the NAD 83(1996) position.
 PR0963
 PR0963;                    North         East     Units Scale Factor Converg.
 PR0963;SPC SD S     -   198,140.683   874,177.820   MT  0.99993736   +2 21 41.9
 PR0963;SPC SD S     -   650,066.56  2,868,031.73   sFT  0.99993736   +2 21 41.9
 PR0963;UTM  14      - 4,881,328.564   667,383.994   MT  0.99994459   +1 27 14.2
 PR0963
 PR0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0963!SPC SD S     -   0.99992184  x   0.99993736  =   0.99985921
 PR0963!UTM  14      -   0.99992184  x   0.99994459  =   0.99986644
 PR0963
 PR0963:                Primary Azimuth Mark                     Grid Az
 PR0963:SPC SD S     -  RUTLAND AZ MK                            008 04 45.2
 PR0963:UTM  14      -  RUTLAND AZ MK                            008 59 12.9
 PR0963
 PR0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6738381328(NAD 83)
 PR0963
 PR0963|---------------------------------------------------------------------|
 PR0963| PID    Reference Object                     Distance      Geod. Az  |
 PR0963|                                                           dddmmss.s |
 PR0963| CO9485 RUTLAND AZ MK                                      0102627.1 |
 PR0963| CO9486 RUTLAND RM 1                         13.885 METERS 08955     |
 PR0963| OQ0841 COLMAN MUNICIPAL TANK               APPROX.12.0 KM 1394152.9 |
 PR0963| CO9487 RUTLAND RM 2                         15.395 METERS 27004     |
 PR0963|---------------------------------------------------------------------|
 PR0963
 PR0963                          SUPERSEDED SURVEY CONTROL
 PR0963
 PR0963  NAD 83(1986)-  44 03 57.64809(N)    096 54 35.76513(W) AD(       ) 3
 PR0963  NAD 27      -  44 03 57.74800(N)    096 54 34.57100(W) AD(       ) 3
 PR0963
 PR0963.Superseded values are not recommended for survey control.
 PR0963
 PR0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0963.See file dsdata.pdf to determine how the superseded data were derived.
 PR0963
 PR0963_MARKER: DS = TRIANGULATION STATION DISK
 PR0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0963_STAMPING: RUTLAND 1949
 PR0963_MARK LOGO: CGS
 PR0963_PROJECTION: FLUSH
 PR0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0963+STABILITY: SURFACE MOTION
 PR0963
 PR0963  HISTORY     - Date     Condition        Report By
 PR0963  HISTORY     - 1949     MONUMENTED       CGS
 PR0963
 PR0963                          STATION DESCRIPTION
 PR0963
 PR0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0963'THE STATION IS LOCATED ABOUT 6 MILES NORTH AND 4 MILES WEST
 PR0963'OF THE SMALL VILLAGE OF COLMAN.  IN THE RIGHT-OF-WAY FENCELINE.
 PR0963'IT IS 33 FEET NORTH OF THE CENTERLINE OF A SECTION LINE TRACK ROAD
 PR0963'AND ABOUT 0.05 MILE WEST OF A CROSS ROADS.  THE MARK IS
 PR0963'STAMPED RUTLAND 1949 AND IS SET FLUSH WITH THE GROUND.
 PR0963'
 PR0963'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTERLINE
 PR0963'OF A TRACK ROAD.  IN THE FENCELINE.  THE MARK IS STAMPED
 PR0963'RUTLAND NO 1 1949 AND PROJECTS ABOUT 2 INCHES.
 PR0963'
 PR0963'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTERLINE OF
 PR0963'A TRACK ROAD.  IN THE FENCELINE.  THE MARK IS STAMPED RUTLAND
 PR0963'NO 2 1949 AND PROJECTS ABOUT 2 INCHES.
 PR0963'
 PR0963'AZIMUTH MARK IS 31 FEET SOUTH OF A FENCE CORNER, 27 FEET
 PR0963'WEST OF THE CENTERLINE OF A TRACK ROAD, 2 FEET SOUTH OF A
 PR0963'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK
 PR0963'IS STAMPED RUTLAND 1949 AND PROJECTS ABOUT 6 INCHES.
 PR0963'
 PR0963'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 PR0963'34 AT SOUTH EDGE OF THE SMALL VILLAGE OF COLMAN, GO WEST ON
 PR0963'STATE HIGHWAY 34 FOR 3.8 MILES TO CROSSROADS AT COUNTY LINE,
 PR0963'TURN RIGHT (NORTH) FOR 5.95 MILES TO CROSSROADS, TURN LEFT
 PR0963'(WEST) ON DIRT ROAD FOR 1 MILE TO CROSSROADS, (TO REACH
 PR0963'AZIMUTH MARK FROM THIS POINT, TURN RIGHT (NORTH) FOR 0.3
 PR0963'MILE TO MARK ON LEFT AS DESCRIBED), CONTINUE STRAIGHT AHEAD
 PR0963'FOR 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 PR0963'
 PR0963'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0526 ***********************************************************************
 PR0526  DESIGNATION -  RV 1
 PR0526  PID         -  PR0526
 PR0526  STATE/COUNTY-  SD/MINER
 PR0526  COUNTRY     -  US
 PR0526  USGS QUAD   -  HOWARD (2017)
 PR0526
 PR0526                         *CURRENT SURVEY CONTROL
 PR0526  ______________________________________________________________________
 PR0526* NAD 83(1986) POSITION- 44 00 40.     (N) 097 35 55.     (W)   SCALED
 PR0526* NAVD 88 ORTHO HEIGHT -   450.305 (meters)     1477.38  (feet) ADJUSTED
 PR0526  ______________________________________________________________________
 PR0526  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 PR0526  DYNAMIC HEIGHT  -        450.206 (meters)     1477.05  (feet) COMP
 PR0526  MODELED GRAVITY -    980,385.3   (mgal)                       NAVD 88
 PR0526
 PR0526  VERT ORDER      -  SECOND    CLASS 0
 PR0526
 PR0526.The horizontal coordinates were scaled from a map and have
 PR0526.an estimated accuracy of +/- 6 seconds.
 PR0526
 PR0526.The orthometric height was determined by differential leveling and
 PR0526.adjusted by the NATIONAL GEODETIC SURVEY
 PR0526.in June 1991.
 PR0526
 PR0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0526.GEOID18 height accuracy estimate available here.
 PR0526
 PR0526.Click photographs - Photos may exist for this station.
 PR0526
 PR0526.The dynamic height is computed by dividing the NAVD 88
 PR0526.geopotential number by the normal gravity value computed on the
 PR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0526.degrees latitude (g = 980.6199 gals.).
 PR0526
 PR0526.The modeled gravity was interpolated from observed gravity values.
 PR0526
 PR0526;                    North         East    Units  Estimated Accuracy
 PR0526;SPC SD S     -   190,000.      819,250.      MT  (+/- 180 meters Scaled)
 PR0526
 PR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP123740(NAD 83)
 PR0526
 PR0526                          SUPERSEDED SURVEY CONTROL
 PR0526
 PR0526  NGVD 29 (??/??/92)  450.020  (m)         1476.44   (f) ADJ UNCH    2 0
 PR0526
 PR0526.Superseded values are not recommended for survey control.
 PR0526
 PR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0526.See file dsdata.pdf to determine how the superseded data were derived.
 PR0526
 PR0526_MARKER: R = RIVET
 PR0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0526_SP_SET: TANK FOUNDATION
 PR0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0526
 PR0526  HISTORY     - Date     Condition        Report By
 PR0526  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0526  HISTORY     - 1934     GOOD             CGS
 PR0526
 PR0526                          STATION DESCRIPTION
 PR0526
 PR0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0526'AT VILAS.
 PR0526'AT VILAS, MILER COUNTY, ABOUT 325 FEET NORTH OF THE CHICAGO
 PR0526'AND NORTH WESTERN RAILWAY STATION, AT THE WATER TANK, IN THE
 PR0526'SOUTHWEST CORNER OF THE SOUTH FRONT LEG LIMESTONE FOUNDATION,
 PR0526'12 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 PR0526'HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0228 ***********************************************************************
 PS0228  DESIGNATION -  RV 1
 PS0228  PID         -  PS0228
 PS0228  STATE/COUNTY-  SD/SPINK
 PS0228  COUNTRY     -  US
 PS0228  USGS QUAD   -  REDFIELD NORTH (2017)
 PS0228
 PS0228                         *CURRENT SURVEY CONTROL
 PS0228  ______________________________________________________________________
 PS0228* NAD 83(1986) POSITION- 44 52 34.     (N) 098 31 25.     (W)   SCALED
 PS0228* NAVD 88 ORTHO HEIGHT -   396.282 (meters)     1300.14  (feet) ADJUSTED
 PS0228  ______________________________________________________________________
 PS0228  GEOID HEIGHT    -        -24.290 (meters)                     GEOID18
 PS0228  DYNAMIC HEIGHT  -        396.238 (meters)     1299.99  (feet) COMP
 PS0228  MODELED GRAVITY -    980,494.5   (mgal)                       NAVD 88
 PS0228
 PS0228  VERT ORDER      -  FIRST     CLASS II
 PS0228
 PS0228.The horizontal coordinates were scaled from a map and have
 PS0228.an estimated accuracy of +/- 6 seconds.
 PS0228
 PS0228.The orthometric height was determined by differential leveling and
 PS0228.adjusted by the NATIONAL GEODETIC SURVEY
 PS0228.in June 1991.
 PS0228
 PS0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0228.GEOID18 height accuracy estimate available here.
 PS0228
 PS0228.Click photographs - Photos may exist for this station.
 PS0228
 PS0228.The dynamic height is computed by dividing the NAVD 88
 PS0228.geopotential number by the normal gravity value computed on the
 PS0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0228.degrees latitude (g = 980.6199 gals.).
 PS0228
 PS0228.The modeled gravity was interpolated from observed gravity values.
 PS0228
 PS0228;                    North         East    Units  Estimated Accuracy
 PS0228;SPC SD N     -   116,940.      716,650.      MT  (+/- 180 meters Scaled)
 PS0228
 PS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ376692(NAD 83)
 PS0228
 PS0228                          SUPERSEDED SURVEY CONTROL
 PS0228
 PS0228  NGVD 29 (??/??/92)  395.989  (m)         1299.17   (f) ADJ UNCH    1 2
 PS0228
 PS0228.Superseded values are not recommended for survey control.
 PS0228
 PS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0228.See file dsdata.pdf to determine how the superseded data were derived.
 PS0228
 PS0228_MARKER: R = RIVET
 PS0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0228_SP_SET: STONE FOOTING
 PS0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0228
 PS0228  HISTORY     - Date     Condition        Report By
 PS0228  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0228  HISTORY     - 1934     GOOD             CGS
 PS0228  HISTORY     - 19960601 MARK NOT FOUND   NGS
 PS0228
 PS0228                          STATION DESCRIPTION
 PS0228
 PS0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0228'AT REDFIELD.
 PS0228'AT REDFIELD, SPINK COUNTY, ABOUT 400 FEET WEST OF THE CHICAGO
 PS0228'AND NORTH WESTERN RAILWAY STATION, AT A WATER TANK, IN THE TOP
 PS0228'OF THE SOUTHEAST CORNER OF THE SOUTHEAST STONE FOOTING, 10 FEET
 PS0228'NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT 1-1/2
 PS0228'FEET HIGHER THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0228
 PS0228                          STATION RECOVERY (1996)
 PS0228
 PS0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0228'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0471 ***********************************************************************
 PT0471  DESIGNATION -  RV 1
 PT0471  PID         -  PT0471
 PT0471  STATE/COUNTY-  SD/HAAKON
 PT0471  COUNTRY     -  US
 PT0471  USGS QUAD   -  POWELL (2017)
 PT0471
 PT0471                         *CURRENT SURVEY CONTROL
 PT0471  ______________________________________________________________________
 PT0471* NAD 83(1986) POSITION- 44 02 35.     (N) 101 25 04.     (W)   SCALED
 PT0471* NAVD 88 ORTHO HEIGHT -   610.02  (+/-2cm)     2001.4   (feet) VERTCON3
 PT0471  ______________________________________________________________________
 PT0471  GEOID HEIGHT    -        -22.017 (meters)                     GEOID18
 PT0471  VERT ORDER      -  ? (See Below)
 PT0471
 PT0471.The horizontal coordinates were scaled from a map and have
 PT0471.an estimated accuracy of +/- 6 seconds.
 PT0471
 PT0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0471
 PT0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0471.GEOID18 height accuracy estimate available here.
 PT0471
 PT0471.The vertical order pertains to the NGVD 29 superseded value.
 PT0471
 PT0471.Click photographs - Photos may exist for this station.
 PT0471
 PT0471;                    North         East    Units  Estimated Accuracy
 PT0471;SPC SD S     -   190,510.      513,090.      MT  (+/- 180 meters Scaled)
 PT0471
 PT0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP062794(NAD 83)
 PT0471
 PT0471                          SUPERSEDED SURVEY CONTROL
 PT0471
 PT0471  NGVD 29 (??/??/92)  609.559  (m)         1999.86   (f) ADJ UNCH       
 PT0471
 PT0471.Superseded values are not recommended for survey control.
 PT0471
 PT0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0471.See file dsdata.pdf to determine how the superseded data were derived.
 PT0471
 PT0471_MARKER: R = RIVET
 PT0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0471_SP_SET: BRIDGE
 PT0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0471
 PT0471  HISTORY     - Date     Condition        Report By
 PT0471  HISTORY     - UNK      MONUMENTED       CNWRR
 PT0471  HISTORY     - 1950     MARK NOT FOUND   USGS
 PT0471
 PT0471                          STATION DESCRIPTION
 PT0471
 PT0471'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 PT0471'3.8 MI E FROM POWELL.
 PT0471'3.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0471'THE STATION AT POWELL, HAAKON COUNTY, AND IN BRIDGE 1673.0.
 PT0471'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0605 ***********************************************************************
 PR0605  DESIGNATION -  RV 1
 PR0605  PID         -  PR0605
 PR0605  STATE/COUNTY-  SD/CLARK
 PR0605  COUNTRY     -  US
 PR0605  USGS QUAD   -  CLARK NORTH (2017)
 PR0605
 PR0605                         *CURRENT SURVEY CONTROL
 PR0605  ______________________________________________________________________
 PR0605* NAD 83(1986) POSITION- 44 53 15.     (N) 097 38 14.     (W)   SCALED
 PR0605* NAVD 88 ORTHO HEIGHT -   541.885 (meters)     1777.83  (feet) ADJUSTED
 PR0605  ______________________________________________________________________
 PR0605  GEOID HEIGHT    -        -24.685 (meters)                     GEOID18
 PR0605  DYNAMIC HEIGHT  -        541.805 (meters)     1777.57  (feet) COMP
 PR0605  MODELED GRAVITY -    980,452.0   (mgal)                       NAVD 88
 PR0605
 PR0605  VERT ORDER      -  SECOND    CLASS 0
 PR0605
 PR0605.The horizontal coordinates were scaled from a map and have
 PR0605.an estimated accuracy of +/- 6 seconds.
 PR0605
 PR0605.The orthometric height was determined by differential leveling and
 PR0605.adjusted by the NATIONAL GEODETIC SURVEY
 PR0605.in June 1991.
 PR0605
 PR0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0605.GEOID18 height accuracy estimate available here.
 PR0605
 PR0605.Click photographs - Photos may exist for this station.
 PR0605
 PR0605.The dynamic height is computed by dividing the NAVD 88
 PR0605.geopotential number by the normal gravity value computed on the
 PR0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0605.degrees latitude (g = 980.6199 gals.).
 PR0605
 PR0605.The modeled gravity was interpolated from observed gravity values.
 PR0605
 PR0605;                    North         East    Units  Estimated Accuracy
 PR0605;SPC SD N     -   119,870.      786,630.      MT  (+/- 180 meters Scaled)
 PR0605
 PR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ076713(NAD 83)
 PR0605
 PR0605                          SUPERSEDED SURVEY CONTROL
 PR0605
 PR0605  NGVD 29 (??/??/92)  541.58   (m)         1776.8    (f) COMPUTED    2 0
 PR0605
 PR0605.Superseded values are not recommended for survey control.
 PR0605
 PR0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0605.See file dsdata.pdf to determine how the superseded data were derived.
 PR0605
 PR0605_MARKER: R = RIVET
 PR0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0605_SP_SET: BRIDGE
 PR0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0605
 PR0605  HISTORY     - Date     Condition        Report By
 PR0605  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0605  HISTORY     - 1934     GOOD             CGS
 PR0605  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PR0605
 PR0605                          STATION DESCRIPTION
 PR0605
 PR0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0605'2.9 MI W FROM ELROD.
 PR0605'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0605'ELROD, CLARK COUNTY, AT BRIDGE D 402, IN THE TOP OF THE EAST
 PR0605'END OF THE SOUTH HEAD WALL, 14 FEET SOUTH OF THE CENTER LINE OF
 PR0605'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0605'MONEL-METAL RIVET.
 PR0605
 PR0605                          STATION RECOVERY (1995)
 PR0605
 PR0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0605'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PR0605'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1667 ***********************************************************************
 PU1667  DESIGNATION -  RV 1
 PU1667  PID         -  PU1667
 PU1667  STATE/COUNTY-  SD/PENNINGTON
 PU1667  COUNTRY     -  US
 PU1667  USGS QUAD   -  SILVER CITY (2017)
 PU1667
 PU1667                         *CURRENT SURVEY CONTROL
 PU1667  ______________________________________________________________________
 PU1667* NAD 83(1986) POSITION- 44 05 11.65   (N) 103 36 46.42   (W)   HD_HELD1
 PU1667* NAVD 88 ORTHO HEIGHT -  1446.349 (meters)     4745.23  (feet) ADJUSTED
 PU1667  ______________________________________________________________________
 PU1667  GEOID HEIGHT    -        -13.590 (meters)                     GEOID18
 PU1667  DYNAMIC HEIGHT  -       1445.739 (meters)     4743.23  (feet) COMP
 PU1667  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 PU1667
 PU1667  VERT ORDER      -  SECOND    CLASS 0
 PU1667
 PU1667.The horizontal coordinates were determined by differentially corrected
 PU1667.hand held GPS observations or other comparable positioning techniques
 PU1667.and have an estimated accuracy of +/- 3 meters.
 PU1667
 PU1667.The orthometric height was determined by differential leveling and
 PU1667.adjusted by the NATIONAL GEODETIC SURVEY
 PU1667.in June 1991.
 PU1667
 PU1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1667.GEOID18 height accuracy estimate available here.
 PU1667
 PU1667.Click photographs - Photos may exist for this station.
 PU1667
 PU1667.The dynamic height is computed by dividing the NAVD 88
 PU1667.geopotential number by the normal gravity value computed on the
 PU1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1667.degrees latitude (g = 980.6199 gals.).
 PU1667
 PU1667.The modeled gravity was interpolated from observed gravity values.
 PU1667
 PU1667;                    North         East    Units  Estimated Accuracy
 PU1667;SPC SD S     -   199,958.0     337,425.6     MT  (+/- 3 meters HH1 GPS) 
 PU1667
 PU1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1104882423(NAD 83)
 PU1667
 PU1667                          SUPERSEDED SURVEY CONTROL
 PU1667
 PU1667  NGVD 29 (??/??/92) 1445.743  (m)         4743.24   (f) ADJ UNCH    2 0
 PU1667
 PU1667.Superseded values are not recommended for survey control.
 PU1667
 PU1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1667.See file dsdata.pdf to determine how the superseded data were derived.
 PU1667
 PU1667_MARKER: R = RIVET
 PU1667_SETTING: 66 = SET IN ROCK OUTCROP
 PU1667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1667+STABILITY: POSITION/ELEVATION WELL
 PU1667
 PU1667  HISTORY     - Date     Condition        Report By
 PU1667  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1667  HISTORY     - 1934     GOOD             CGS
 PU1667
 PU1667                          STATION DESCRIPTION
 PU1667
 PU1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1667'2.4 MI E FROM MYSTIC.
 PU1667'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD,
 PU1667'1.1 MILES EAST OF RAILROAD JUNCTION, IN ROCK OUTCROP ON EAST
 PU1667'SIDE OF TRACK, 11 RAILS NORTH OF BRIDGE NO. 31.02, 25 FEET
 PU1667'EAST OF EAST RAIL, ON LEVEL WITH TOP OF RAIL.  A STANDARD
 PU1667'MONEL-METAL RIVET SET HORIZONTAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0330 ***********************************************************************
 PT0330  DESIGNATION -  RV 1
 PT0330  PID         -  PT0330
 PT0330  STATE/COUNTY-  SD/JONES
 PT0330  COUNTRY     -  US
 PT0330  USGS QUAD   -  CAPA (2017)
 PT0330
 PT0330                         *CURRENT SURVEY CONTROL
 PT0330  ______________________________________________________________________
 PT0330* NAD 83(1986) POSITION- 44 07 06.     (N) 100 55 12.     (W)   SCALED
 PT0330* NAVD 88 ORTHO HEIGHT -   531.081 (meters)     1742.39  (feet) ADJUSTED
 PT0330  ______________________________________________________________________
 PT0330  GEOID HEIGHT    -        -23.336 (meters)                     GEOID18
 PT0330  DYNAMIC HEIGHT  -        530.939 (meters)     1741.92  (feet) COMP
 PT0330  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 PT0330
 PT0330  VERT ORDER      -  SECOND    CLASS 0
 PT0330
 PT0330.The horizontal coordinates were scaled from a map and have
 PT0330.an estimated accuracy of +/- 6 seconds.
 PT0330
 PT0330.The orthometric height was determined by differential leveling and
 PT0330.adjusted by the NATIONAL GEODETIC SURVEY
 PT0330.in June 1991.
 PT0330
 PT0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0330.GEOID18 height accuracy estimate available here.
 PT0330
 PT0330.Click photographs - Photos may exist for this station.
 PT0330
 PT0330.The dynamic height is computed by dividing the NAVD 88
 PT0330.geopotential number by the normal gravity value computed on the
 PT0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0330.degrees latitude (g = 980.6199 gals.).
 PT0330
 PT0330.The modeled gravity was interpolated from observed gravity values.
 PT0330
 PT0330;                    North         East    Units  Estimated Accuracy
 PT0330;SPC SD S     -   198,470.      553,040.      MT  (+/- 180 meters Scaled)
 PT0330
 PT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP463868(NAD 83)
 PT0330
 PT0330                          SUPERSEDED SURVEY CONTROL
 PT0330
 PT0330  NGVD 29 (??/??/92)  530.652  (m)         1740.98   (f) ADJ UNCH    2 0
 PT0330
 PT0330.Superseded values are not recommended for survey control.
 PT0330
 PT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0330.See file dsdata.pdf to determine how the superseded data were derived.
 PT0330
 PT0330_MARKER: R = RIVET
 PT0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0330_SP_SET: PIER
 PT0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0330
 PT0330  HISTORY     - Date     Condition        Report By
 PT0330  HISTORY     - UNK      MONUMENTED       CNWRR
 PT0330  HISTORY     - 1934     GOOD             CGS
 PT0330
 PT0330                          STATION DESCRIPTION
 PT0330
 PT0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0330'3.1 MI E FROM CAPA.
 PT0330'3.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0330'THE STATION AT CAPA, JONES COUNTY, AT BRIDGE NO. 1602, IN THE
 PT0330'EAST SIDE OF THE NORTHEAST PIER, AND ABOUT 6 FEET LOWER THAN
 PT0330'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0501 ***********************************************************************
 PR0501  DESIGNATION -  RV 1 73 112
 PR0501  PID         -  PR0501
 PR0501  STATE/COUNTY-  SD/KINGSBURY
 PR0501  COUNTRY     -  US
 PR0501  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0501
 PR0501                         *CURRENT SURVEY CONTROL
 PR0501  ______________________________________________________________________
 PR0501* NAD 83(1986) POSITION- 44 21 56.     (N) 097 21 50.     (W)   SCALED
 PR0501* NAVD 88 ORTHO HEIGHT -   518.466 (meters)     1701.00  (feet) ADJUSTED
 PR0501  ______________________________________________________________________
 PR0501  GEOID HEIGHT    -        -25.154 (meters)                     GEOID18
 PR0501  DYNAMIC HEIGHT  -        518.366 (meters)     1700.67  (feet) COMP
 PR0501  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 PR0501
 PR0501  VERT ORDER      -  SECOND    CLASS 0
 PR0501
 PR0501.The horizontal coordinates were scaled from a map and have
 PR0501.an estimated accuracy of +/- 6 seconds.
 PR0501
 PR0501.The orthometric height was determined by differential leveling and
 PR0501.adjusted by the NATIONAL GEODETIC SURVEY
 PR0501.in June 1991.
 PR0501
 PR0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0501.GEOID18 height accuracy estimate available here.
 PR0501
 PR0501.Click photographs - Photos may exist for this station.
 PR0501
 PR0501.The dynamic height is computed by dividing the NAVD 88
 PR0501.geopotential number by the normal gravity value computed on the
 PR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0501.degrees latitude (g = 980.6199 gals.).
 PR0501
 PR0501.The modeled gravity was interpolated from observed gravity values.
 PR0501
 PR0501;                    North         East    Units  Estimated Accuracy
 PR0501;SPC SD N     -    62,560.      810,100.      MT  (+/- 180 meters Scaled)
 PR0501
 PR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ303137(NAD 83)
 PR0501
 PR0501                          SUPERSEDED SURVEY CONTROL
 PR0501
 PR0501  NGVD 29 (??/??/92)  518.178  (m)         1700.06   (f) ADJ UNCH    2 0
 PR0501
 PR0501.Superseded values are not recommended for survey control.
 PR0501
 PR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0501.See file dsdata.pdf to determine how the superseded data were derived.
 PR0501
 PR0501_MARKER: R = RIVET
 PR0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0501_SP_SET: BRIDGE
 PR0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0501
 PR0501  HISTORY     - Date     Condition        Report By
 PR0501  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0501  HISTORY     - 1934     GOOD             CGS
 PR0501
 PR0501                          STATION DESCRIPTION
 PR0501
 PR0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0501'0.7 MI E FROM LAKE PRESTON.
 PR0501'0.7 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0501'THE STATION AT LAKE PRESTON, KINGSBURY COUNTY, AT BRIDGE 73-1/2,
 PR0501'IN THE EAST END OF THE SOUTH STONE HEADWALL, AND ABOUT 1 FOOT
 PR0501'BELOW THE RAIL LEVEL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1535 ***********************************************************************
 PU1535  DESIGNATION -  RV 10
 PU1535  PID         -  PU1535
 PU1535  STATE/COUNTY-  SD/PENNINGTON
 PU1535  COUNTRY     -  US
 PU1535  USGS QUAD   -  PACTOLA DAM (2017)
 PU1535
 PU1535                         *CURRENT SURVEY CONTROL
 PU1535  ______________________________________________________________________
 PU1535* NAD 83(1986) POSITION- 44 02 34.40   (N) 103 23 20.89   (W)   HD_HELD1
 PU1535* NAVD 88 ORTHO HEIGHT -  1192.990 (meters)     3914.00  (feet) ADJUSTED
 PU1535  ______________________________________________________________________
 PU1535  GEOID HEIGHT    -        -14.792 (meters)                     GEOID18
 PU1535  DYNAMIC HEIGHT  -       1192.531 (meters)     3912.50  (feet) COMP
 PU1535  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 PU1535
 PU1535  VERT ORDER      -  SECOND    CLASS 0
 PU1535
 PU1535.The horizontal coordinates were determined by differentially corrected
 PU1535.hand held GPS observations or other comparable positioning techniques
 PU1535.and have an estimated accuracy of +/- 3 meters.
 PU1535
 PU1535.The orthometric height was determined by differential leveling and
 PU1535.adjusted by the NATIONAL GEODETIC SURVEY
 PU1535.in June 1991.
 PU1535
 PU1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1535.GEOID18 height accuracy estimate available here.
 PU1535
 PU1535.Click photographs - Photos may exist for this station.
 PU1535
 PU1535.The dynamic height is computed by dividing the NAVD 88
 PU1535.geopotential number by the normal gravity value computed on the
 PU1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1535.degrees latitude (g = 980.6199 gals.).
 PU1535
 PU1535.The modeled gravity was interpolated from observed gravity values.
 PU1535
 PU1535;                    North         East    Units  Estimated Accuracy
 PU1535;SPC SD S     -   194,424.8     355,153.7     MT  (+/- 3 meters HH1 GPS) 
 PU1535
 PU1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2905777897(NAD 83)
 PU1535
 PU1535                          SUPERSEDED SURVEY CONTROL
 PU1535
 PU1535  NGVD 29 (??/??/92) 1192.458  (m)         3912.26   (f) ADJ UNCH    2 0
 PU1535
 PU1535.Superseded values are not recommended for survey control.
 PU1535
 PU1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1535.See file dsdata.pdf to determine how the superseded data were derived.
 PU1535
 PU1535_MARKER: R = RIVET
 PU1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU1535_SP_SET: LIME STONE SLAB
 PU1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1535
 PU1535  HISTORY     - Date     Condition        Report By
 PU1535  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1535  HISTORY     - 1934     GOOD             CGS
 PU1535
 PU1535                          STATION DESCRIPTION
 PU1535
 PU1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1535'1.3 MI E FROM HISEGA.
 PU1535'1.3 MILES EAST ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1535'RAILROAD, IN THE TOP EDGE OF LARGE LIMESTONE SLAB ON BANK
 PU1535'BETWEEN RAILROAD AND CREEK, ABOUT 0.13 MILE EAST OF MILEPOST 12,
 PU1535'AND 18 FEET WEST OF THE WEST RAIL.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0625 ***********************************************************************
 PR0625  DESIGNATION -  RV 10
 PR0625  PID         -  PR0625
 PR0625  STATE/COUNTY-  SD/CLARK
 PR0625  COUNTRY     -  US
 PR0625  USGS QUAD   -  RAYMOND (2017)
 PR0625
 PR0625                         *CURRENT SURVEY CONTROL
 PR0625  ______________________________________________________________________
 PR0625* NAD 83(1986) POSITION- 44 54 36.     (N) 097 55 56.     (W)   SCALED
 PR0625* NAVD 88 ORTHO HEIGHT -   446.883 (meters)     1466.15  (feet) ADJUSTED
 PR0625  ______________________________________________________________________
 PR0625  GEOID HEIGHT    -        -24.517 (meters)                     GEOID18
 PR0625  DYNAMIC HEIGHT  -        446.831 (meters)     1465.98  (feet) COMP
 PR0625  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 PR0625
 PR0625  VERT ORDER      -  FIRST     CLASS II
 PR0625
 PR0625.The horizontal coordinates were scaled from a map and have
 PR0625.an estimated accuracy of +/- 6 seconds.
 PR0625
 PR0625.The orthometric height was determined by differential leveling and
 PR0625.adjusted by the NATIONAL GEODETIC SURVEY
 PR0625.in July 1998.
 PR0625
 PR0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0625.GEOID18 height accuracy estimate available here.
 PR0625
 PR0625.Click photographs - Photos may exist for this station.
 PR0625
 PR0625.The dynamic height is computed by dividing the NAVD 88
 PR0625.geopotential number by the normal gravity value computed on the
 PR0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0625.degrees latitude (g = 980.6199 gals.).
 PR0625
 PR0625.The modeled gravity was interpolated from observed gravity values.
 PR0625
 PR0625;                    North         East    Units  Estimated Accuracy
 PR0625;SPC SD N     -   121,730.      763,270.      MT  (+/- 180 meters Scaled)
 PR0625
 PR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ842735(NAD 83)
 PR0625
 PR0625                          SUPERSEDED SURVEY CONTROL
 PR0625
 PR0625  NAVD 88 (06/15/91)  446.870  (m)         1466.11   (f) SUPERSEDED  1 2
 PR0625  NGVD 29 (??/??/92)  446.59   (m)         1465.2    (f) COMPUTED    1 2
 PR0625
 PR0625.Superseded values are not recommended for survey control.
 PR0625
 PR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0625.See file dsdata.pdf to determine how the superseded data were derived.
 PR0625
 PR0625_MARKER: R = RIVET
 PR0625_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0625_SP_SET: HEADWALL
 PR0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0625+STABILITY: SURFACE MOTION
 PR0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0625+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1995
 PR0625
 PR0625  HISTORY     - Date     Condition        Report By
 PR0625  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0625  HISTORY     - 1934     GOOD             CGS
 PR0625  HISTORY     - 19950918 GOOD             NGS
 PR0625
 PR0625                          STATION DESCRIPTION
 PR0625
 PR0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0625'0.7 MI E FROM RAYMOND.
 PR0625'0.7 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0625'THE CITY SCHOOL AT RAYMOND, CLARK COUNTY, AT BRIDGE D 436, IN
 PR0625'THE TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL, 11-1/2 FEET
 PR0625'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 PR0625'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PR0625
 PR0625                          STATION RECOVERY (1995)
 PR0625
 PR0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0625'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0625'HUMPHREY DRIVE IN DOLAND, THENCE 1.9 KM (1.20 MI) NORTHERLY ALONG
 PR0625'COUNTY ROAD 1, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG AN ABANDONED
 PR0625'RAILROAD GRADE, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF
 PR0625'THE SOUTH STONE HEADWALL OF A CULVERT, 13.7 M (44.9 FT) EAST OF AND
 PR0625'LEVEL WITH THE CENTER OF A GRAVELED ROAD, AND 4.0 M (13.1 FT) SOUTH OF
 PR0625'THE CENTER OF THE RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0209 ***********************************************************************
 PR0209  DESIGNATION -  RV 10
 PR0209  PID         -  PR0209
 PR0209  STATE/COUNTY-  SD/BROOKINGS
 PR0209  COUNTRY     -  US
 PR0209  USGS QUAD   -  BROOKINGS (2017)
 PR0209
 PR0209                         *CURRENT SURVEY CONTROL
 PR0209  ______________________________________________________________________
 PR0209* NAD 83(1986) POSITION- 44 19 18.     (N) 096 52 10.     (W)   SCALED
 PR0209* NAVD 88 ORTHO HEIGHT -   487.92  (+/-2cm)     1600.8   (feet) VERTCON3
 PR0209  ______________________________________________________________________
 PR0209  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 PR0209  VERT ORDER      -  ? (See Below)
 PR0209
 PR0209.The horizontal coordinates were scaled from a map and have
 PR0209.an estimated accuracy of +/- 6 seconds.
 PR0209
 PR0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0209
 PR0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0209.GEOID18 height accuracy estimate available here.
 PR0209
 PR0209.The vertical order pertains to the NGVD 29 superseded value.
 PR0209
 PR0209.Click photographs - Photos may exist for this station.
 PR0209
 PR0209;                    North         East    Units  Estimated Accuracy
 PR0209;SPC SD N     -    59,090.      849,670.      MT  (+/- 180 meters Scaled)
 PR0209
 PR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ698098(NAD 83)
 PR0209
 PR0209                          SUPERSEDED SURVEY CONTROL
 PR0209
 PR0209  NGVD 29 (??/??/92)  487.665  (m)         1599.95   (f) ADJ UNCH       
 PR0209
 PR0209.Superseded values are not recommended for survey control.
 PR0209
 PR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0209.See file dsdata.pdf to determine how the superseded data were derived.
 PR0209
 PR0209_MARKER: R = RIVET
 PR0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0209_SP_SET: TANK PEDESTAL STONE
 PR0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0209
 PR0209  HISTORY     - Date     Condition        Report By
 PR0209  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0209  HISTORY     - 1934     GOOD             CGS
 PR0209
 PR0209                          STATION DESCRIPTION
 PR0209
 PR0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0209'2.9 MI E FROM VOLGA.
 PR0209'2.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0209'THE STATION AT VOLGA, BROOKINGS COUNTY, AT SIOUX VALLEY JUNCTION,
 PR0209'AT THE WATER TANK, IN THE SOUTHEAST CORNER OF THE SOUTHEAST
 PR0209'PEDESTAL STONE, AND ABOUT 1 FOOT ABOVE THE RAIL LEVEL.  A
 PR0209'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0572 ***********************************************************************
 PR0572  DESIGNATION -  RV 100
 PR0572  PID         -  PR0572
 PR0572  STATE/COUNTY-  SD/KINGSBURY
 PR0572  COUNTRY     -  US
 PR0572  USGS QUAD   -  DE SMET (2017)
 PR0572
 PR0572                         *CURRENT SURVEY CONTROL
 PR0572  ______________________________________________________________________
 PR0572* NAD 83(1986) POSITION- 44 23 08.     (N) 097 36 36.     (W)   SCALED
 PR0572* NAVD 88 ORTHO HEIGHT -   522.59  (+/-2cm)     1714.5   (feet) VERTCON3
 PR0572  ______________________________________________________________________
 PR0572  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 PR0572  VERT ORDER      -  ? (See Below)
 PR0572
 PR0572.The horizontal coordinates were scaled from a map and have
 PR0572.an estimated accuracy of +/- 6 seconds.
 PR0572
 PR0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0572
 PR0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0572.GEOID18 height accuracy estimate available here.
 PR0572
 PR0572.The vertical order pertains to the NGVD 29 superseded value.
 PR0572
 PR0572.Click photographs - Photos may exist for this station.
 PR0572
 PR0572;                    North         East    Units  Estimated Accuracy
 PR0572;SPC SD N     -    64,180.      790,420.      MT  (+/- 180 meters Scaled)
 PR0572
 PR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ107156(NAD 83)
 PR0572
 PR0572                          SUPERSEDED SURVEY CONTROL
 PR0572
 PR0572  NGVD 29 (??/??/92)  522.296  (m)         1713.57   (f) ADJ UNCH       
 PR0572
 PR0572.Superseded values are not recommended for survey control.
 PR0572
 PR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0572.See file dsdata.pdf to determine how the superseded data were derived.
 PR0572
 PR0572_MARKER: R = RIVET
 PR0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0572_SP_SET: BRIDGE
 PR0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0572
 PR0572  HISTORY     - Date     Condition        Report By
 PR0572  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0572  HISTORY     - 1934     GOOD             CGS
 PR0572
 PR0572                          STATION DESCRIPTION
 PR0572
 PR0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0572'3.4 MI W FROM DE SMET.
 PR0572'ABOUT 3.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0572'FROM THE PASSENGER STATION AT DE SMET, KINGSBURY COUNTY, AT
 PR0572'BRIDGE 100, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL,
 PR0572'10.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 PR0572'LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0566 ***********************************************************************
 PR0566  DESIGNATION -  RV 107
 PR0566  PID         -  PR0566
 PR0566  STATE/COUNTY-  SD/KINGSBURY
 PR0566  COUNTRY     -  US
 PR0566  USGS QUAD   -  MANCHESTER (2017)
 PR0566
 PR0566                         *CURRENT SURVEY CONTROL
 PR0566  ______________________________________________________________________
 PR0566* NAD 83(1986) POSITION- 44 22 06.     (N) 097 42 28.     (W)   SCALED
 PR0566* NAVD 88 ORTHO HEIGHT -   467.40  (+/-2cm)     1533.5   (feet) VERTCON3
 PR0566  ______________________________________________________________________
 PR0566  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 PR0566  VERT ORDER      -  ? (See Below)
 PR0566
 PR0566.The horizontal coordinates were scaled from a map and have
 PR0566.an estimated accuracy of +/- 6 seconds.
 PR0566
 PR0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0566
 PR0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0566.GEOID18 height accuracy estimate available here.
 PR0566
 PR0566.The vertical order pertains to the NGVD 29 superseded value.
 PR0566
 PR0566.Click photographs - Photos may exist for this station.
 PR0566
 PR0566;                    North         East    Units  Estimated Accuracy
 PR0566;SPC SD N     -    62,040.      782,690.      MT  (+/- 180 meters Scaled)
 PR0566
 PR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ029135(NAD 83)
 PR0566
 PR0566                          SUPERSEDED SURVEY CONTROL
 PR0566
 PR0566  NGVD 29 (??/??/92)  467.118  (m)         1532.54   (f) ADJ UNCH       
 PR0566
 PR0566.Superseded values are not recommended for survey control.
 PR0566
 PR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0566.See file dsdata.pdf to determine how the superseded data were derived.
 PR0566
 PR0566_MARKER: R = RIVET
 PR0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0566_SP_SET: BRIDGE ABUTMENT
 PR0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0566
 PR0566  HISTORY     - Date     Condition        Report By
 PR0566  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0566  HISTORY     - 1934     GOOD             CGS
 PR0566
 PR0566                          STATION DESCRIPTION
 PR0566
 PR0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0566'0.6 MI E FROM MANCHESTER.
 PR0566'ABOUT 0.6 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0566'FROM THE PASSENGER STATION AT MANCHESTER, KINGSBURY COUNTY,
 PR0566'AT BRIDGE 107, IN THE TOP OF THE SOUTH WING WALL OF THE EAST
 PR0566'ABUTMENT, 4 FEET EAST OF THE WEST FACE OF THE EAST BACK WALL,
 PR0566'16.3 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 2.3 FEET
 PR0566'LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1537 ***********************************************************************
 PU1537  DESIGNATION -  RV 11
 PU1537  PID         -  PU1537
 PU1537  STATE/COUNTY-  SD/PENNINGTON
 PU1537  COUNTRY     -  US
 PU1537  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1537
 PU1537                         *CURRENT SURVEY CONTROL
 PU1537  ______________________________________________________________________
 PU1537* NAD 83(1986) POSITION- 44 02 44.91   (N) 103 22 18.39   (W)   HD_HELD1
 PU1537* NAVD 88 ORTHO HEIGHT -  1158.066 (meters)     3799.42  (feet) ADJUSTED
 PU1537  ______________________________________________________________________
 PU1537  GEOID HEIGHT    -        -14.904 (meters)                     GEOID18
 PU1537  DYNAMIC HEIGHT  -       1157.623 (meters)     3797.97  (feet) COMP
 PU1537  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 PU1537
 PU1537  VERT ORDER      -  SECOND    CLASS 0
 PU1537
 PU1537.The horizontal coordinates were determined by differentially corrected
 PU1537.hand held GPS observations or other comparable positioning techniques
 PU1537.and have an estimated accuracy of +/- 3 meters.
 PU1537
 PU1537.The orthometric height was determined by differential leveling and
 PU1537.adjusted by the NATIONAL GEODETIC SURVEY
 PU1537.in June 1991.
 PU1537
 PU1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1537.GEOID18 height accuracy estimate available here.
 PU1537
 PU1537.Click photographs - Photos may exist for this station.
 PU1537
 PU1537.The dynamic height is computed by dividing the NAVD 88
 PU1537.geopotential number by the normal gravity value computed on the
 PU1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1537.degrees latitude (g = 980.6199 gals.).
 PU1537
 PU1537.The modeled gravity was interpolated from observed gravity values.
 PU1537
 PU1537;                    North         East    Units  Estimated Accuracy
 PU1537;SPC SD S     -   194,698.0     356,556.0     MT  (+/- 3 meters HH1 GPS) 
 PU1537
 PU1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3044178249(NAD 83)
 PU1537
 PU1537                          SUPERSEDED SURVEY CONTROL
 PU1537
 PU1537  NGVD 29 (??/??/92) 1157.536  (m)         3797.68   (f) ADJ UNCH    2 0
 PU1537
 PU1537.Superseded values are not recommended for survey control.
 PU1537
 PU1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1537.See file dsdata.pdf to determine how the superseded data were derived.
 PU1537
 PU1537_MARKER: R = RIVET
 PU1537_SETTING: 66 = SET IN ROCK OUTCROP
 PU1537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1537+STABILITY: POSITION/ELEVATION WELL
 PU1537
 PU1537  HISTORY     - Date     Condition        Report By
 PU1537  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1537  HISTORY     - 1934     GOOD             CGS
 PU1537
 PU1537                          STATION DESCRIPTION
 PU1537
 PU1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1537'3.2 MI E FROM HISEGA.
 PU1537'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 9.95
 PU1537'MILES WEST OF RAPID CITY BY RAIL, IN LARGE BLOCK OF SANDSTONE
 PU1537'5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 200 FEET SOUTHEAST
 PU1537'OF BRIDGE NO. 9.99.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0395 ***********************************************************************
 PR0395  DESIGNATION -  RV 11
 PR0395  PID         -  PR0395
 PR0395  STATE/COUNTY-  SD/CODINGTON
 PR0395  COUNTRY     -  US
 PR0395  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0395
 PR0395                         *CURRENT SURVEY CONTROL
 PR0395  ______________________________________________________________________
 PR0395* NAD 83(1986) POSITION- 44 53 39.8    (N) 097 04 26.7    (W)   HD_HELD2
 PR0395* NAVD 88 ORTHO HEIGHT -   528.396 (meters)     1733.58  (feet) ADJUSTED
 PR0395  ______________________________________________________________________
 PR0395  GEOID HEIGHT    -        -25.131 (meters)                     GEOID18
 PR0395  DYNAMIC HEIGHT  -        528.318 (meters)     1733.32  (feet) COMP
 PR0395  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 PR0395
 PR0395  VERT ORDER      -  SECOND    CLASS 0
 PR0395
 PR0395.The horizontal coordinates were established by autonomous hand held GPS
 PR0395.observations and have an estimated accuracy of +/- 10 meters.
 PR0395
 PR0395.The orthometric height was determined by differential leveling and
 PR0395.adjusted by the NATIONAL GEODETIC SURVEY
 PR0395.in June 1991.
 PR0395
 PR0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0395.GEOID18 height accuracy estimate available here.
 PR0395
 PR0395.Click photographs - Photos may exist for this station.
 PR0395
 PR0395.The dynamic height is computed by dividing the NAVD 88
 PR0395.geopotential number by the normal gravity value computed on the
 PR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0395.degrees latitude (g = 980.6199 gals.).
 PR0395
 PR0395.The modeled gravity was interpolated from observed gravity values.
 PR0395
 PR0395;                    North         East    Units  Estimated Accuracy
 PR0395;SPC SD N     -   122,083.      831,059.      MT  (+/- 10 meters HH2 GPS)
 PR0395
 PR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5207073022(NAD 83)
 PR0395
 PR0395                          SUPERSEDED SURVEY CONTROL
 PR0395
 PR0395  NGVD 29 (??/??/92)  528.100  (m)         1732.61   (f) ADJ UNCH    2 0
 PR0395
 PR0395.Superseded values are not recommended for survey control.
 PR0395
 PR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0395.See file dsdata.pdf to determine how the superseded data were derived.
 PR0395
 PR0395_MARKER: R = RIVET
 PR0395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0395_SP_SET: ABUTMENT
 PR0395_MARK LOGO: NONE
 PR0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0395+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 PR0395
 PR0395  HISTORY     - Date     Condition        Report By
 PR0395  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0395  HISTORY     - 1934     GOOD             CGS
 PR0395  HISTORY     - 19900721 GOOD             NGS
 PR0395  HISTORY     - 19960612 GOOD             NGS
 PR0395  HISTORY     - 20110820 GOOD             GEOCAC
 PR0395  HISTORY     - 20160914 GOOD             INDIV
 PR0395
 PR0395                          STATION DESCRIPTION
 PR0395
 PR0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0395'2 MI E FROM WATERTOWN.
 PR0395'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0395'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT
 PR0395'WATERTOWN, CODINGTON COUNTY, AT BRIDGE 823, IN THE SOUTHEAST
 PR0395'STONE WING WALL, 6.9 FEET EAST OF THE WEST FACE OF THE BACK
 PR0395'WALL, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0395'MONEL-METAL RIVET.
 PR0395
 PR0395                          STATION RECOVERY (1990)
 PR0395
 PR0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0395'0.7 KM (0.4 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0395'INTERSTATE HIGHWAY 29 (EXIT 177) IN WATERTOWN, THENCE 0.55 KM
 PR0395'(0.34 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.65 KM (0.40 MI)
 PR0395'WESTERLY ALONG A TRACK ROAD, A MONEL RIVET IN THE 1ST STEP SOUTHEAST
 PR0395'OF THE SOUTH END OF THE EAST ABUTMENT OF AN ABANDONED RAILROAD
 PR0395'BRIDGE, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF AN ABANDONED RAILROAD
 PR0395'BED, 3.4 M (11.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL,
 PR0395'AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE RAILROAD BED.
 PR0395
 PR0395                          STATION RECOVERY (1996)
 PR0395
 PR0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PR0395'0.7 KM (0.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0395'INTERSTATE HIGHWAY 29 IN WATERTOWN (EXIT 177),THENCE 0.5 KM (0.30 MI)
 PR0395'NORTHERLY ALONG A PAVED ROAD, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG A
 PR0395'TRACK ROAD, A MONEL RIVET IN THE FIRST TERRACE FROM THE TOP OF THE
 PR0395'SOUTHEAST ABUTMENT OF A RAILROAD BRIDGE (TRACK MOVED), 4.0 M (13.1 FT)
 PR0395'SOUTH OF THE CENTER OF THE RAILROAD GRADE, 3.4 M (11.2 FT) NORTHWEST
 PR0395'OF THE SOUTHEAST END OF A WINGWALL, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 PR0395'OF THE GRADE.
 PR0395
 PR0395                          STATION RECOVERY (2011)
 PR0395
 PR0395'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0395'RR BRIDGE HAS BEEN REMOVED.  MARK BEARS 035 DEGREES ABOUT 70 YARDS
 PR0395'FROM A FIRE HYDRANT ON THE NORTH EDGE OF A RECREATION TRAIL THAT IS ON
 PR0395'THE NORTH SIDE OF A NEW EAST WEST STREET.
 PR0395
 PR0395                          STATION RECOVERY (2016)
 PR0395
 PR0395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RES)
 PR0395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0216 ***********************************************************************
 PR0216  DESIGNATION -  RV 11
 PR0216  PID         -  PR0216
 PR0216  STATE/COUNTY-  SD/BROOKINGS
 PR0216  COUNTRY     -  US
 PR0216  USGS QUAD   -  BROOKINGS (2017)
 PR0216
 PR0216                         *CURRENT SURVEY CONTROL
 PR0216  ______________________________________________________________________
 PR0216* NAD 83(1986) POSITION- 44 18 07.     (N) 096 46 36.     (W)   SCALED
 PR0216* NAVD 88 ORTHO HEIGHT -   509.03  (+/-2cm)     1670.0   (feet) VERTCON3
 PR0216  ______________________________________________________________________
 PR0216  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 PR0216  VERT ORDER      -  ? (See Below)
 PR0216
 PR0216.The horizontal coordinates were scaled from a map and have
 PR0216.an estimated accuracy of +/- 6 seconds.
 PR0216
 PR0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0216
 PR0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0216.GEOID18 height accuracy estimate available here.
 PR0216
 PR0216.The vertical order pertains to the NGVD 29 superseded value.
 PR0216
 PR0216.Click photographs - Photos may exist for this station.
 PR0216
 PR0216;                    North         East    Units  Estimated Accuracy
 PR0216;SPC SD N     -    57,190.      857,160.      MT  (+/- 180 meters Scaled)
 PR0216
 PR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ773078(NAD 83)
 PR0216
 PR0216                          SUPERSEDED SURVEY CONTROL
 PR0216
 PR0216  NGVD 29 (??/??/92)  508.778  (m)         1669.22   (f) ADJ UNCH       
 PR0216
 PR0216.Superseded values are not recommended for survey control.
 PR0216
 PR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0216.See file dsdata.pdf to determine how the superseded data were derived.
 PR0216
 PR0216_MARKER: R = RIVET
 PR0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0216_SP_SET: HEADWALL
 PR0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0216
 PR0216  HISTORY     - Date     Condition        Report By
 PR0216  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0216  HISTORY     - 1934     GOOD             CGS
 PR0216
 PR0216                          STATION DESCRIPTION
 PR0216
 PR0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0216'1 MI E FROM BROOKINGS.
 PR0216'1.0 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0216'THE STATION AT BROOKINGS, BROOKINGS COUNTY, AT BRIDGE 16, IN THE
 PR0216'EAST END OF THE SOUTH STONE HEADWALL, AND 3.5 FEET BELOW THE
 PR0216'RAIL LEVEL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0629 ***********************************************************************
 PR0629  DESIGNATION -  RV 11 D 439
 PR0629  PID         -  PR0629
 PR0629  STATE/COUNTY-  SD/CLARK
 PR0629  COUNTRY     -  US
 PR0629  USGS QUAD   -  RAYMOND (2017)
 PR0629
 PR0629                         *CURRENT SURVEY CONTROL
 PR0629  ______________________________________________________________________
 PR0629* NAD 83(1986) POSITION- 44 54 27.     (N) 097 57 39.     (W)   SCALED
 PR0629* NAVD 88 ORTHO HEIGHT -   439.275 (meters)     1441.19  (feet) ADJUSTED
 PR0629  ______________________________________________________________________
 PR0629  GEOID HEIGHT    -        -24.509 (meters)                     GEOID18
 PR0629  DYNAMIC HEIGHT  -        439.224 (meters)     1441.02  (feet) COMP
 PR0629  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 PR0629
 PR0629  VERT ORDER      -  SECOND    CLASS 0
 PR0629
 PR0629.The horizontal coordinates were scaled from a map and have
 PR0629.an estimated accuracy of +/- 6 seconds.
 PR0629
 PR0629.The orthometric height was determined by differential leveling and
 PR0629.adjusted by the NATIONAL GEODETIC SURVEY
 PR0629.in June 1991.
 PR0629
 PR0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0629.GEOID18 height accuracy estimate available here.
 PR0629
 PR0629.Click photographs - Photos may exist for this station.
 PR0629
 PR0629.The dynamic height is computed by dividing the NAVD 88
 PR0629.geopotential number by the normal gravity value computed on the
 PR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0629.degrees latitude (g = 980.6199 gals.).
 PR0629
 PR0629.The modeled gravity was interpolated from observed gravity values.
 PR0629
 PR0629;                    North         East    Units  Estimated Accuracy
 PR0629;SPC SD N     -   121,390.      761,010.      MT  (+/- 180 meters Scaled)
 PR0629
 PR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ820732(NAD 83)
 PR0629
 PR0629                          SUPERSEDED SURVEY CONTROL
 PR0629
 PR0629  NGVD 29 (??/??/92)  439.00   (m)         1440.3    (f) COMPUTED    2 0
 PR0629
 PR0629.Superseded values are not recommended for survey control.
 PR0629
 PR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0629.See file dsdata.pdf to determine how the superseded data were derived.
 PR0629
 PR0629_MARKER: R = RIVET
 PR0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0629_SP_SET: BRIDGE
 PR0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0629
 PR0629  HISTORY     - Date     Condition        Report By
 PR0629  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0629  HISTORY     - 1934     GOOD             CGS
 PR0629
 PR0629                          STATION DESCRIPTION
 PR0629
 PR0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0629'1.4 MI W FROM RAYMOND.
 PR0629'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0629'THE CITY SCHOOL AT RAYMOND, CLARK COUNTY, AT BRIDGE D 439, IN THE
 PR0629'TOP OF THE EAST END OF THE NORTH STONE HEAD WALL, 14.2 FEET NORTH
 PR0629'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 PR0629'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1539 ***********************************************************************
 PU1539  DESIGNATION -  RV 12
 PU1539  PID         -  PU1539
 PU1539  STATE/COUNTY-  SD/PENNINGTON
 PU1539  COUNTRY     -  US
 PU1539  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1539
 PU1539                         *CURRENT SURVEY CONTROL
 PU1539  ______________________________________________________________________
 PU1539* NAD 83(1986) POSITION- 44 02 27.     (N) 103 21 38.     (W)   SCALED
 PU1539* NAVD 88 ORTHO HEIGHT -  1111.217 (meters)     3645.72  (feet) ADJUSTED
 PU1539  ______________________________________________________________________
 PU1539  GEOID HEIGHT    -        -14.972 (meters)                     GEOID18
 PU1539  DYNAMIC HEIGHT  -       1110.795 (meters)     3644.33  (feet) COMP
 PU1539  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 PU1539
 PU1539  VERT ORDER      -  SECOND    CLASS 0
 PU1539
 PU1539.The horizontal coordinates were scaled from a map and have
 PU1539.an estimated accuracy of +/- 6 seconds.
 PU1539
 PU1539.The orthometric height was determined by differential leveling and
 PU1539.adjusted by the NATIONAL GEODETIC SURVEY
 PU1539.in June 1991.
 PU1539
 PU1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1539.GEOID18 height accuracy estimate available here.
 PU1539
 PU1539.Click photographs - Photos may exist for this station.
 PU1539
 PU1539.The dynamic height is computed by dividing the NAVD 88
 PU1539.geopotential number by the normal gravity value computed on the
 PU1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1539.degrees latitude (g = 980.6199 gals.).
 PU1539
 PU1539.The modeled gravity was interpolated from observed gravity values.
 PU1539
 PU1539;                    North         East    Units  Estimated Accuracy
 PU1539;SPC SD S     -   194,110.      357,430.      MT  (+/- 180 meters Scaled)
 PU1539
 PU1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ313777(NAD 83)
 PU1539
 PU1539                          SUPERSEDED SURVEY CONTROL
 PU1539
 PU1539  NGVD 29 (??/??/92) 1110.689  (m)         3643.99   (f) ADJ UNCH    2 0
 PU1539
 PU1539.Superseded values are not recommended for survey control.
 PU1539
 PU1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1539.See file dsdata.pdf to determine how the superseded data were derived.
 PU1539
 PU1539_MARKER: R = RIVET
 PU1539_SETTING: 66 = SET IN ROCK OUTCROP
 PU1539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1539+STABILITY: POSITION/ELEVATION WELL
 PU1539
 PU1539  HISTORY     - Date     Condition        Report By
 PU1539  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1539  HISTORY     - 1934     GOOD             CGS
 PU1539
 PU1539                          STATION DESCRIPTION
 PU1539
 PU1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1539'5 MI E FROM HISEGA.
 PU1539'5.0 MILES EAST BY RAIL ALONG THE RAPID CITY BLACK HILLS AND
 PU1539'WSTERN RAILROAD, 8.22 MILES WEST OF RAPID CITY BY RAIL, ON THE
 PU1539'SHOULDER OF BED ROCK ABOUT 0.22 MILES WEST OF MILEPOST NO. 8,
 PU1539'AND ABOUT 6.5 FEET NORTH OF THE NORTH RAIL.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0009 ***********************************************************************
 PS0009  DESIGNATION -  RV 12
 PS0009  PID         -  PS0009
 PS0009  STATE/COUNTY-  SD/SPINK
 PS0009  COUNTRY     -  US
 PS0009  USGS QUAD   -  DOLAND (2017)
 PS0009
 PS0009                         *CURRENT SURVEY CONTROL
 PS0009  ______________________________________________________________________
 PS0009* NAD 83(1986) POSITION- 44 54 04.     (N) 098 01 49.     (W)   SCALED
 PS0009* NAVD 88 ORTHO HEIGHT -   423.944 (meters)     1390.89  (feet) ADJUSTED
 PS0009  ______________________________________________________________________
 PS0009  GEOID HEIGHT    -        -24.485 (meters)                     GEOID18
 PS0009  DYNAMIC HEIGHT  -        423.897 (meters)     1390.74  (feet) COMP
 PS0009  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 PS0009
 PS0009  VERT ORDER      -  SECOND    CLASS 0
 PS0009
 PS0009.The horizontal coordinates were scaled from a map and have
 PS0009.an estimated accuracy of +/- 6 seconds.
 PS0009
 PS0009.The orthometric height was determined by differential leveling and
 PS0009.adjusted by the NATIONAL GEODETIC SURVEY
 PS0009.in June 1991.
 PS0009
 PS0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0009.GEOID18 height accuracy estimate available here.
 PS0009
 PS0009.Click photographs - Photos may exist for this station.
 PS0009
 PS0009.The dynamic height is computed by dividing the NAVD 88
 PS0009.geopotential number by the normal gravity value computed on the
 PS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0009.degrees latitude (g = 980.6199 gals.).
 PS0009
 PS0009.The modeled gravity was interpolated from observed gravity values.
 PS0009
 PS0009;                    North         East    Units  Estimated Accuracy
 PS0009;SPC SD N     -   120,550.      755,550.      MT  (+/- 180 meters Scaled)
 PS0009
 PS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ765724(NAD 83)
 PS0009
 PS0009                          SUPERSEDED SURVEY CONTROL
 PS0009
 PS0009  NGVD 29 (??/??/92)  423.665  (m)         1389.97   (f) ADJ UNCH    2 0
 PS0009
 PS0009.Superseded values are not recommended for survey control.
 PS0009
 PS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0009.See file dsdata.pdf to determine how the superseded data were derived.
 PS0009
 PS0009_MARKER: R = RIVET
 PS0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0009_SP_SET: BRIDGE
 PS0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0009
 PS0009  HISTORY     - Date     Condition        Report By
 PS0009  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0009  HISTORY     - 1934     GOOD             CGS
 PS0009
 PS0009                          STATION DESCRIPTION
 PS0009
 PS0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0009'3.5 MI E FROM DOLAND.
 PS0009'ABOUT 3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0009'FROM DOLAND, SPINK COUNTY, AT BRIDGE D 449, IN THE TOP OF THE EAST
 PS0009'END OF THE NORTH STONE HEAD WALL, 11 FEET NORTH OF THE CENTER LINE
 PS0009'OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 PS0009'RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0220 ***********************************************************************
 PR0220  DESIGNATION -  RV 12
 PR0220  PID         -  PR0220
 PR0220  STATE/COUNTY-  SD/BROOKINGS
 PR0220  COUNTRY     -  US
 PR0220  USGS QUAD   -  AURORA (2017)
 PR0220
 PR0220                         *CURRENT SURVEY CONTROL
 PR0220  ______________________________________________________________________
 PR0220* NAD 83(1986) POSITION- 44 16 58.     (N) 096 41 15.     (W)   SCALED
 PR0220* NAVD 88 ORTHO HEIGHT -   495.93  (+/-2cm)     1627.1   (feet) VERTCON3
 PR0220  ______________________________________________________________________
 PR0220  GEOID HEIGHT    -        -25.585 (meters)                     GEOID18
 PR0220  VERT ORDER      -  ? (See Below)
 PR0220
 PR0220.The horizontal coordinates were scaled from a map and have
 PR0220.an estimated accuracy of +/- 6 seconds.
 PR0220
 PR0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0220
 PR0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0220.GEOID18 height accuracy estimate available here.
 PR0220
 PR0220.The vertical order pertains to the NGVD 29 superseded value.
 PR0220
 PR0220.Click photographs - Photos may exist for this station.
 PR0220
 PR0220;                    North         East    Units  Estimated Accuracy
 PR0220;SPC SD N     -    55,350.      864,350.      MT  (+/- 180 meters Scaled)
 PR0220
 PR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ845058(NAD 83)
 PR0220
 PR0220                          SUPERSEDED SURVEY CONTROL
 PR0220
 PR0220  NGVD 29 (??/??/92)  495.680  (m)         1626.24   (f) ADJ UNCH       
 PR0220
 PR0220.Superseded values are not recommended for survey control.
 PR0220
 PR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0220.See file dsdata.pdf to determine how the superseded data were derived.
 PR0220
 PR0220_MARKER: R = RIVET
 PR0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0220_SP_SET: TANK PEDESTAL STONE
 PR0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0220
 PR0220  HISTORY     - Date     Condition        Report By
 PR0220  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0220  HISTORY     - 1934     GOOD             CGS
 PR0220
 PR0220                          STATION DESCRIPTION
 PR0220
 PR0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0220'AT AURORA.
 PR0220'AT AURORA, BROOKINGS COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PR0220'RAILWAY, AT THE RAILWAY WATER TANK, IN THE SOUTHWEST CORNER
 PR0220'OF THE SOUTHWEST PEDESTAL STONE, AND 0.5 FOOT BELOW THE RAIL
 PR0220'LEVEL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0035 ***********************************************************************
 PR0035  DESIGNATION -  RV 12
 PR0035  PID         -  PR0035
 PR0035  STATE/COUNTY-  SD/DEUEL
 PR0035  COUNTRY     -  US
 PR0035  USGS QUAD   -  GARY (2017)
 PR0035
 PR0035                         *CURRENT SURVEY CONTROL
 PR0035  ______________________________________________________________________
 PR0035* NAD 83(1986) POSITION- 44 47 31.     (N) 096 27 23.     (W)   SCALED
 PR0035* NAVD 88 ORTHO HEIGHT -   452.932 (meters)     1485.99  (feet) ADJUSTED
 PR0035  ______________________________________________________________________
 PR0035  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 PR0035  DYNAMIC HEIGHT  -        452.874 (meters)     1485.80  (feet) COMP
 PR0035  MODELED GRAVITY -    980,475.1   (mgal)                       NAVD 88
 PR0035
 PR0035  VERT ORDER      -  SECOND    CLASS 0
 PR0035
 PR0035.The horizontal coordinates were scaled from a map and have
 PR0035.an estimated accuracy of +/- 6 seconds.
 PR0035
 PR0035.The orthometric height was determined by differential leveling and
 PR0035.adjusted by the NATIONAL GEODETIC SURVEY
 PR0035.in June 1991.
 PR0035
 PR0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0035.GEOID18 height accuracy estimate available here.
 PR0035
 PR0035.Click photographs - Photos may exist for this station.
 PR0035
 PR0035.The dynamic height is computed by dividing the NAVD 88
 PR0035.geopotential number by the normal gravity value computed on the
 PR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0035.degrees latitude (g = 980.6199 gals.).
 PR0035
 PR0035.The modeled gravity was interpolated from observed gravity values.
 PR0035
 PR0035;                    North         East    Units  Estimated Accuracy
 PR0035;SPC SD N     -   112,660.      880,310.      MT  (+/- 180 meters Scaled)
 PR0035
 PR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ012629(NAD 83)
 PR0035
 PR0035                          SUPERSEDED SURVEY CONTROL
 PR0035
 PR0035  NGVD 29 (??/??/92)  452.710  (m)         1485.27   (f) ADJ UNCH    2 0
 PR0035
 PR0035.Superseded values are not recommended for survey control.
 PR0035
 PR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0035.See file dsdata.pdf to determine how the superseded data were derived.
 PR0035
 PR0035_MARKER: R = RIVET
 PR0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0035_SP_SET: TANK PEDESTAL STONE
 PR0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0035
 PR0035  HISTORY     - Date     Condition        Report By
 PR0035  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0035  HISTORY     - 1938     GOOD             CGS
 PR0035
 PR0035                          STATION DESCRIPTION
 PR0035
 PR0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PR0035'AT GARY.
 PR0035'AT GARY, DEUEL COUNTY, AT THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0035'WATER TANK, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTHWEST
 PR0035'PEDESTAL STONE, AND ABOUT 1.5 FEET HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0556 ***********************************************************************
 PR0556  DESIGNATION -  RV 121
 PR0556  PID         -  PR0556
 PR0556  STATE/COUNTY-  SD/BEADLE
 PR0556  COUNTRY     -  US
 PR0556  USGS QUAD   -  PEARL CREEK COLONY (2017)
 PR0556
 PR0556                         *CURRENT SURVEY CONTROL
 PR0556  ______________________________________________________________________
 PR0556* NAD 83(1986) POSITION- 44 22 05.     (N) 097 55 37.     (W)   SCALED
 PR0556* NAVD 88 ORTHO HEIGHT -   414.243 (meters)     1359.06  (feet) ADJUSTED
 PR0556  ______________________________________________________________________
 PR0556  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 PR0556  DYNAMIC HEIGHT  -        414.171 (meters)     1358.83  (feet) COMP
 PR0556  MODELED GRAVITY -    980,433.9   (mgal)                       NAVD 88
 PR0556
 PR0556  VERT ORDER      -  FIRST     CLASS II
 PR0556
 PR0556.The horizontal coordinates were scaled from a map and have
 PR0556.an estimated accuracy of +/- 6 seconds.
 PR0556
 PR0556.The orthometric height was determined by differential leveling and
 PR0556.adjusted by the NATIONAL GEODETIC SURVEY
 PR0556.in October 1997.
 PR0556
 PR0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0556.GEOID18 height accuracy estimate available here.
 PR0556
 PR0556.Click photographs - Photos may exist for this station.
 PR0556
 PR0556.The dynamic height is computed by dividing the NAVD 88
 PR0556.geopotential number by the normal gravity value computed on the
 PR0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0556.degrees latitude (g = 980.6199 gals.).
 PR0556
 PR0556.The modeled gravity was interpolated from observed gravity values.
 PR0556
 PR0556;                    North         East    Units  Estimated Accuracy
 PR0556;SPC SD N     -    61,540.      765,220.      MT  (+/- 180 meters Scaled)
 PR0556
 PR0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ854133(NAD 83)
 PR0556
 PR0556                          SUPERSEDED SURVEY CONTROL
 PR0556
 PR0556  NGVD 29 (??/??/92)  414.007  (m)         1358.29   (f) ADJ UNCH    1 2
 PR0556
 PR0556.Superseded values are not recommended for survey control.
 PR0556
 PR0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0556.See file dsdata.pdf to determine how the superseded data were derived.
 PR0556
 PR0556_MARKER: R = RIVET
 PR0556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0556_SP_SET: HEADWALL
 PR0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0556+STABILITY: SURFACE MOTION
 PR0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0556+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1994
 PR0556
 PR0556  HISTORY     - Date     Condition        Report By
 PR0556  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0556  HISTORY     - 1934     GOOD             CGS
 PR0556  HISTORY     - 19941007 GOOD             NGS
 PR0556  HISTORY     - 19950101 GOOD             SDDENR
 PR0556
 PR0556                          STATION DESCRIPTION
 PR0556
 PR0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0556'3.8 MI W FROM IROQUOIS.
 PR0556'IN BEADLE COUNTY, ABOUT 3.8 MILES WEST ALONG THE CHICAGO AND
 PR0556'NORTH WESTERN RAILWAY FROM THE PASSENGER STATION AT IROQUOIS,
 PR0556'KINGSBURY COUNTY, AT BRIDGE 121, IN THE TOP OF THE EAST
 PR0556'END OF THE SOUTH HEAD WALL, 13.4 FEET SOUTH OF THE CENTER LINE
 PR0556'OF THE TRACK, AND ABOUT 2.5 FEET LOWER THAN THE TOP OF THE
 PR0556'RAIL.  A STANDARD MONEL-METAL RIVET.
 PR0556
 PR0556                          STATION RECOVERY (1994)
 PR0556
 PR0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0556'22.9 KM (14.20 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PR0556'STATE HIGHWAY 37 IN HURON, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE
 PR0556'EAST END OF THE SOUTH STONE HEADWALL OF A CULVERT UNDER THE DAKOTA,
 PR0556'MINNESOTA AND EASTERN RAILROAD, 196.0 M (643.0 FT) WEST OF MILEPOST
 PR0556'360, 49.7 M (163.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.3 M (10.8
 PR0556'FT) SOUTH OF THE NEAR RAIL, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 PR0556'TRACK.
 PR0556
 PR0556                          STATION RECOVERY (1995)
 PR0556
 PR0556'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PR0556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0105 ***********************************************************************
 PS0105  DESIGNATION -  RV 128
 PS0105  PID         -  PS0105
 PS0105  STATE/COUNTY-  SD/BEADLE
 PS0105  COUNTRY     -  US
 PS0105  USGS QUAD   -  CAVOUR (2017)
 PS0105
 PS0105                         *CURRENT SURVEY CONTROL
 PS0105  ______________________________________________________________________
 PS0105* NAD 83(1986) POSITION- 44 22 06.     (N) 098 00 27.     (W)   SCALED
 PS0105* NAVD 88 ORTHO HEIGHT -   402.04  (+/-2cm)     1319.0   (feet) VERTCON3
 PS0105  ______________________________________________________________________
 PS0105  GEOID HEIGHT    -        -25.045 (meters)                     GEOID18
 PS0105  VERT ORDER      -  ? (See Below)
 PS0105
 PS0105.The horizontal coordinates were scaled from a map and have
 PS0105.an estimated accuracy of +/- 6 seconds.
 PS0105
 PS0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0105
 PS0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0105.GEOID18 height accuracy estimate available here.
 PS0105
 PS0105.The vertical order pertains to the NGVD 29 superseded value.
 PS0105
 PS0105.Click photographs - Photos may exist for this station.
 PS0105
 PS0105;                    North         East    Units  Estimated Accuracy
 PS0105;SPC SD N     -    61,410.      758,800.      MT  (+/- 180 meters Scaled)
 PS0105
 PS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ790132(NAD 83)
 PS0105
 PS0105                          SUPERSEDED SURVEY CONTROL
 PS0105
 PS0105  NGVD 29 (??/??/92)  401.779  (m)         1318.17   (f) ADJ UNCH       
 PS0105
 PS0105.Superseded values are not recommended for survey control.
 PS0105
 PS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0105.See file dsdata.pdf to determine how the superseded data were derived.
 PS0105
 PS0105_MARKER: R = RIVET
 PS0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0105_SP_SET: BRIDGE
 PS0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0105
 PS0105  HISTORY     - Date     Condition        Report By
 PS0105  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0105  HISTORY     - 1934     GOOD             CGS
 PS0105  HISTORY     - 19941017 MARK NOT FOUND   NGS
 PS0105  HISTORY     - 19950101 MARK NOT FOUND   SDDENR
 PS0105
 PS0105                          STATION DESCRIPTION
 PS0105
 PS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0105'1.5 MI E FROM CAVOUR.
 PS0105'ABOUT 1.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0105'FROM THE PASSENGER STATION AT CAVOUR, BEADLE COUNTY, AT BRIDGE
 PS0105'128, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, 10.4
 PS0105'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 PS0105'LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0105
 PS0105                          STATION RECOVERY (1994)
 PS0105
 PS0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0105'THE BRIDGE HAS BEEN REMOVED AND THE AREA GRADED.  ASSUMED DESTROYED.
 PS0105
 PS0105                          STATION RECOVERY (1995)
 PS0105
 PS0105'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0105'NOT FOUND.  BRIDGE GONE AND CULVERT INSTALLED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1541 ***********************************************************************
 PU1541  DESIGNATION -  RV 13
 PU1541  PID         -  PU1541
 PU1541  STATE/COUNTY-  SD/PENNINGTON
 PU1541  COUNTRY     -  US
 PU1541  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1541
 PU1541                         *CURRENT SURVEY CONTROL
 PU1541  ______________________________________________________________________
 PU1541* NAD 83(1986) POSITION- 44 02 41.     (N) 103 19 46.     (W)   SCALED
 PU1541* NAVD 88 ORTHO HEIGHT -  1061.803 (meters)     3483.60  (feet) ADJUSTED
 PU1541  ______________________________________________________________________
 PU1541  GEOID HEIGHT    -        -15.173 (meters)                     GEOID18
 PU1541  DYNAMIC HEIGHT  -       1061.429 (meters)     3482.37  (feet) COMP
 PU1541  MODELED GRAVITY -    980,229.3   (mgal)                       NAVD 88
 PU1541
 PU1541  VERT ORDER      -  FIRST     CLASS II
 PU1541
 PU1541.The horizontal coordinates were scaled from a map and have
 PU1541.an estimated accuracy of +/- 6 seconds.
 PU1541
 PU1541.The orthometric height was determined by differential leveling and
 PU1541.adjusted by the NATIONAL GEODETIC SURVEY
 PU1541.in June 1991.
 PU1541
 PU1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1541.GEOID18 height accuracy estimate available here.
 PU1541
 PU1541.Click photographs - Photos may exist for this station.
 PU1541
 PU1541.The dynamic height is computed by dividing the NAVD 88
 PU1541.geopotential number by the normal gravity value computed on the
 PU1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1541.degrees latitude (g = 980.6199 gals.).
 PU1541
 PU1541.The modeled gravity was interpolated from observed gravity values.
 PU1541
 PU1541;                    North         East    Units  Estimated Accuracy
 PU1541;SPC SD S     -   194,450.      359,940.      MT  (+/- 180 meters Scaled)
 PU1541
 PU1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ338781(NAD 83)
 PU1541
 PU1541                          SUPERSEDED SURVEY CONTROL
 PU1541
 PU1541  NGVD 29 (??/??/92) 1061.296  (m)         3481.94   (f) ADJ UNCH    1 2
 PU1541
 PU1541.Superseded values are not recommended for survey control.
 PU1541
 PU1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1541.See file dsdata.pdf to determine how the superseded data were derived.
 PU1541
 PU1541_MARKER: R = RIVET
 PU1541_SETTING: 66 = SET IN ROCK OUTCROP
 PU1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1541+STABILITY: POSITION/ELEVATION WELL
 PU1541
 PU1541  HISTORY     - Date     Condition        Report By
 PU1541  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1541  HISTORY     - 1962     GOOD             CGS
 PU1541  HISTORY     - 20110322 MARK NOT FOUND   INDIV
 PU1541
 PU1541                          STATION DESCRIPTION
 PU1541
 PU1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1541'6.8 MI SW FROM RAPID CITY.
 PU1541'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1541'FROM THE STATION AT RAPID CITY, THENCE 0.55 MILE SOUTH ALONG
 PU1541'MT. VIEW ROAD, THENCE 2.4 MILES SOUTHWEST ALONG JACKSON BOULEVARD
 PU1541'TO THE CANYON LAKE CLUB, THENCE 1.95 MILES SOUTHWEST ALONG STATE
 PU1541'HIGHWAY 40, THENCE 0.8 MILE SOUTHWEST ALONG DARK CANYON ROAD,
 PU1541'TO A DIM TRAIL ROAD LEADING SOUTHWEST UP TO THE ABANDONED GRADE
 PU1541'OF THE RAPID CITY, BLACK HILLS, AND WESTERN RAILROAD, 88 YARDS
 PU1541'SOUTHWEST OF THE CENTER LINE OF DARK CANYON ROAD, 130 FEET
 PU1541'WEST OF A FENCE ACROSS THE OLD RAILROAD GRADE, 48 FEET
 PU1541'EAST-NORTHEAST OF RAPID CREEK 16 FEET SOUTHEAST OF THE CENTER
 PU1541'LINE OF OLD GRADE, 17 FEET EAST OF THE CENTER LINE OF AN ABANDONED
 PU1541'SPUR GRADE LEADING SOUTH, AT THE WEST CORNER OF A STEEP ROCK
 PU1541'CLIFF, ABOUT 2 FEET ABOVE THE OLD RAILROAD GRADE, AND A MONEL
 PU1541'RIVET SET IN THE TOP OF A ROCK LEDGE AT BASE OF CLIFF.
 PU1541
 PU1541                          STATION RECOVERY (2011)
 PU1541
 PU1541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0011 ***********************************************************************
 PS0011  DESIGNATION -  RV 13
 PS0011  PID         -  PS0011
 PS0011  STATE/COUNTY-  SD/SPINK
 PS0011  COUNTRY     -  US
 PS0011  USGS QUAD   -  DOLAND (2017)
 PS0011
 PS0011                         *CURRENT SURVEY CONTROL
 PS0011  ______________________________________________________________________
 PS0011* NAD 83(1986) POSITION- 44 53 41.     (N) 098 05 39.     (W)   SCALED
 PS0011* NAVD 88 ORTHO HEIGHT -   414.598 (meters)     1360.23  (feet) ADJUSTED
 PS0011  ______________________________________________________________________
 PS0011  GEOID HEIGHT    -        -24.452 (meters)                     GEOID18
 PS0011  DYNAMIC HEIGHT  -        414.553 (meters)     1360.08  (feet) COMP
 PS0011  MODELED GRAVITY -    980,495.4   (mgal)                       NAVD 88
 PS0011
 PS0011  VERT ORDER      -  SECOND    CLASS 0
 PS0011
 PS0011.The horizontal coordinates were scaled from a map and have
 PS0011.an estimated accuracy of +/- 6 seconds.
 PS0011
 PS0011.The orthometric height was determined by differential leveling and
 PS0011.adjusted by the NATIONAL GEODETIC SURVEY
 PS0011.in June 1991.
 PS0011
 PS0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0011.GEOID18 height accuracy estimate available here.
 PS0011
 PS0011.Click photographs - Photos may exist for this station.
 PS0011
 PS0011.The dynamic height is computed by dividing the NAVD 88
 PS0011.geopotential number by the normal gravity value computed on the
 PS0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0011.degrees latitude (g = 980.6199 gals.).
 PS0011
 PS0011.The modeled gravity was interpolated from observed gravity values.
 PS0011
 PS0011;                    North         East    Units  Estimated Accuracy
 PS0011;SPC SD N     -   119,720.      750,520.      MT  (+/- 180 meters Scaled)
 PS0011
 PS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ715716(NAD 83)
 PS0011
 PS0011                          SUPERSEDED SURVEY CONTROL
 PS0011
 PS0011  NGVD 29 (??/??/92)  414.318  (m)         1359.31   (f) ADJ UNCH    2 0
 PS0011
 PS0011.Superseded values are not recommended for survey control.
 PS0011
 PS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0011.See file dsdata.pdf to determine how the superseded data were derived.
 PS0011
 PS0011_MARKER: R = RIVET
 PS0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0011_SP_SET: CONCRETE FOUNDATION
 PS0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0011
 PS0011  HISTORY     - Date     Condition        Report By
 PS0011  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0011  HISTORY     - 1934     GOOD             CGS
 PS0011  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0011
 PS0011                          STATION DESCRIPTION
 PS0011
 PS0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0011'AT DOLAND.
 PS0011'AT DOLAND, SPINK COUNTY, ABOUT 1,750 FEET EAST OF THE CHICAGO
 PS0011'AND NORTH WESTERN RAILWAY PASSENGER STATION, AT THE WATER TANK,
 PS0011'IN THE TOP OF THE NORTHWEST CORNER OF THE WEST MAIN CONCRETE
 PS0011'FOUNDATION, 12.3 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 PS0011'AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 PS0011'MONEL-METAL RIVET.
 PS0011
 PS0011                          STATION RECOVERY (1995)
 PS0011
 PS0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0011'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0011'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0223 ***********************************************************************
 PR0223  DESIGNATION -  RV 13
 PR0223  PID         -  PR0223
 PR0223  STATE/COUNTY-  SD/BROOKINGS
 PR0223  COUNTRY     -  US
 PR0223  USGS QUAD   -  AURORA (2017)
 PR0223
 PR0223                         *CURRENT SURVEY CONTROL
 PR0223  ______________________________________________________________________
 PR0223* NAD 83(1986) POSITION- 44 16 20.     (N) 096 38 21.     (W)   SCALED
 PR0223* NAVD 88 ORTHO HEIGHT -   496.45  (+/-2cm)     1628.8   (feet) VERTCON3
 PR0223  ______________________________________________________________________
 PR0223  GEOID HEIGHT    -        -25.649 (meters)                     GEOID18
 PR0223  VERT ORDER      -  ? (See Below)
 PR0223
 PR0223.The horizontal coordinates were scaled from a map and have
 PR0223.an estimated accuracy of +/- 6 seconds.
 PR0223
 PR0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0223
 PR0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0223.GEOID18 height accuracy estimate available here.
 PR0223
 PR0223.The vertical order pertains to the NGVD 29 superseded value.
 PR0223
 PR0223.Click photographs - Photos may exist for this station.
 PR0223
 PR0223;                    North         East    Units  Estimated Accuracy
 PR0223;SPC SD N     -    54,340.      868,260.      MT  (+/- 180 meters Scaled)
 PR0223
 PR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ884048(NAD 83)
 PR0223
 PR0223                          SUPERSEDED SURVEY CONTROL
 PR0223
 PR0223  NGVD 29 (??/??/92)  496.198  (m)         1627.94   (f) ADJ UNCH       
 PR0223
 PR0223.Superseded values are not recommended for survey control.
 PR0223
 PR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0223.See file dsdata.pdf to determine how the superseded data were derived.
 PR0223
 PR0223_MARKER: R = RIVET
 PR0223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0223_SP_SET: BRIDGE
 PR0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0223
 PR0223  HISTORY     - Date     Condition        Report By
 PR0223  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0223  HISTORY     - 1934     GOOD             CGS
 PR0223
 PR0223                          STATION DESCRIPTION
 PR0223
 PR0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0223'2.5 MI E FROM AURORA.
 PR0223'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0223'THE STATION AT AURORA, BROOKINGS COUNTY, AT BRIDGE 7, IN THE
 PR0223'EAST END OF THE SOUTH STONE HEADWALL AND AT THE RAIL LEVEL.  A
 PR0223'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0036 ***********************************************************************
 PR0036  DESIGNATION -  RV 13
 PR0036  PID         -  PR0036
 PR0036  STATE/COUNTY-  SD/DEUEL
 PR0036  COUNTRY     -  US
 PR0036  USGS QUAD   -  GARY (2017)
 PR0036
 PR0036                         *CURRENT SURVEY CONTROL
 PR0036  ______________________________________________________________________
 PR0036* NAD 83(1986) POSITION- 44 48 11.     (N) 096 28 15.     (W)   SCALED
 PR0036* NAVD 88 ORTHO HEIGHT -   465.199 (meters)     1526.24  (feet) ADJUSTED
 PR0036  ______________________________________________________________________
 PR0036  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 PR0036  DYNAMIC HEIGHT  -        465.140 (meters)     1526.05  (feet) COMP
 PR0036  MODELED GRAVITY -    980,475.8   (mgal)                       NAVD 88
 PR0036
 PR0036  VERT ORDER      -  SECOND    CLASS 0
 PR0036
 PR0036.The horizontal coordinates were scaled from a map and have
 PR0036.an estimated accuracy of +/- 6 seconds.
 PR0036
 PR0036.The orthometric height was determined by differential leveling and
 PR0036.adjusted by the NATIONAL GEODETIC SURVEY
 PR0036.in June 1991.
 PR0036
 PR0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0036.GEOID18 height accuracy estimate available here.
 PR0036
 PR0036.Click photographs - Photos may exist for this station.
 PR0036
 PR0036.The dynamic height is computed by dividing the NAVD 88
 PR0036.geopotential number by the normal gravity value computed on the
 PR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0036.degrees latitude (g = 980.6199 gals.).
 PR0036
 PR0036.The modeled gravity was interpolated from observed gravity values.
 PR0036
 PR0036;                    North         East    Units  Estimated Accuracy
 PR0036;SPC SD N     -   113,840.      879,110.      MT  (+/- 180 meters Scaled)
 PR0036
 PR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ000641(NAD 83)
 PR0036
 PR0036                          SUPERSEDED SURVEY CONTROL
 PR0036
 PR0036  NGVD 29 (??/??/92)  464.976  (m)         1525.51   (f) ADJ UNCH    2 0
 PR0036
 PR0036.Superseded values are not recommended for survey control.
 PR0036
 PR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0036.See file dsdata.pdf to determine how the superseded data were derived.
 PR0036
 PR0036_MARKER: R = RIVET
 PR0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0036_SP_SET: BRIDGE
 PR0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0036
 PR0036  HISTORY     - Date     Condition        Report By
 PR0036  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0036  HISTORY     - 1938     GOOD             CGS
 PR0036
 PR0036                          STATION DESCRIPTION
 PR0036
 PR0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PR0036'1.2 MI NW FROM GARY.
 PR0036'1.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0036'FROM THE STATION AT GARY, DEUEL COUNTY, AT BRIDGE 740, IN THE
 PR0036'TOP OF THE EAST END OF THE SOUTH STONE HEADWALL, AND ABOUT 4 FEET
 PR0036'LOWER THAN THE RAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1545 ***********************************************************************
 PU1545  DESIGNATION -  RV 14
 PU1545  PID         -  PU1545
 PU1545  STATE/COUNTY-  SD/PENNINGTON
 PU1545  COUNTRY     -  US
 PU1545  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1545
 PU1545                         *CURRENT SURVEY CONTROL
 PU1545  ______________________________________________________________________
 PU1545* NAD 83(1986) POSITION- 44 03 33.     (N) 103 17 55.     (W)   SCALED
 PU1545* NAVD 88 ORTHO HEIGHT -  1027.966 (meters)     3372.59  (feet) POSTED
 PU1545  ______________________________________________________________________
 PU1545  GEOID HEIGHT    -        -15.371 (meters)                     GEOID18
 PU1545  DYNAMIC HEIGHT  -       1027.62  (meters)     3371.4   (feet) COMP
 PU1545  MODELED GRAVITY -    980,244.1   (mgal)                       NAVD 88
 PU1545
 PU1545  VERT ORDER      -  * POSTED, SEE BELOW
 PU1545
 PU1545.The horizontal coordinates were scaled from a map and have
 PU1545.an estimated accuracy of +/- 6 seconds.
 PU1545
 PU1545.The orthometric height was determined by differential leveling
 PU1545.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1545
 PU1545.* This is a POSTED BENCH MARK height.
 PU1545
 PU1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1545.GEOID18 height accuracy estimate available here.
 PU1545
 PU1545.Click photographs - Photos may exist for this station.
 PU1545
 PU1545.The dynamic height is computed by dividing the NAVD 88
 PU1545.geopotential number by the normal gravity value computed on the
 PU1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1545.degrees latitude (g = 980.6199 gals.).
 PU1545
 PU1545.The modeled gravity was interpolated from observed gravity values.
 PU1545
 PU1545;                    North         East    Units  Estimated Accuracy
 PU1545;SPC SD S     -   195,970.      362,470.      MT  (+/- 180 meters Scaled)
 PU1545
 PU1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ362798(NAD 83)
 PU1545
 PU1545                          SUPERSEDED SURVEY CONTROL
 PU1545
 PU1545  NGVD 29 (??/??/92) 1027.48   (m)         3371.0    (f) COMPUTED    2 0
 PU1545
 PU1545.Superseded values are not recommended for survey control.
 PU1545
 PU1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1545.See file dsdata.pdf to determine how the superseded data were derived.
 PU1545
 PU1545_MARKER: R = RIVET
 PU1545_SETTING: 80 = SET IN A BOULDER
 PU1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1545+STABILITY: SURFACE MOTION
 PU1545
 PU1545  HISTORY     - Date     Condition        Report By
 PU1545  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1545  HISTORY     - 1934     GOOD             CGS
 PU1545  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1545  HISTORY     - 20110112 MARK NOT FOUND   INDIV
 PU1545
 PU1545                          STATION DESCRIPTION
 PU1545
 PU1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1545'4.2 MI W FROM RAPID CITY.
 PU1545'4.2 MILES WEST BY RAIL ALONG THE BLACK HILLS RAPID CITY AND
 PU1545'WESTERN RAILROAD, IN THE TOP OF PARTIALLY BURIED SANDSTONE
 PU1545'BOULDER, IN LINE WITH THE EAST END OF STATE HATCHERY AND 27.3
 PU1545'FEET NORTH OF THE NORTH RAIL, AT RAILROAD MILEAGE 4.18 FROM
 PU1545'RAPID CITY.  A MONEL-METAL RIVET.
 PU1545
 PU1545                          STATION RECOVERY (1962)
 PU1545
 PU1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1545'MARK NOT FOUND.
 PU1545
 PU1545                          STATION RECOVERY (2011)
 PU1545
 PU1545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0014 ***********************************************************************
 PS0014  DESIGNATION -  RV 14
 PS0014  PID         -  PS0014
 PS0014  STATE/COUNTY-  SD/SPINK
 PS0014  COUNTRY     -  US
 PS0014  USGS QUAD   -  DOLAND (2017)
 PS0014
 PS0014                         *CURRENT SURVEY CONTROL
 PS0014  ______________________________________________________________________
 PS0014* NAD 83(1986) POSITION- 44 53 39.     (N) 098 06 28.     (W)   SCALED
 PS0014* NAVD 88 ORTHO HEIGHT -   414.209 (meters)     1358.95  (feet) ADJUSTED
 PS0014  ______________________________________________________________________
 PS0014  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 PS0014  DYNAMIC HEIGHT  -        414.164 (meters)     1358.80  (feet) COMP
 PS0014  MODELED GRAVITY -    980,496.2   (mgal)                       NAVD 88
 PS0014
 PS0014  VERT ORDER      -  FIRST     CLASS II
 PS0014
 PS0014.The horizontal coordinates were scaled from a map and have
 PS0014.an estimated accuracy of +/- 6 seconds.
 PS0014
 PS0014.The orthometric height was determined by differential leveling and
 PS0014.adjusted by the NATIONAL GEODETIC SURVEY
 PS0014.in July 1998.
 PS0014
 PS0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0014.GEOID18 height accuracy estimate available here.
 PS0014
 PS0014.Click photographs - Photos may exist for this station.
 PS0014
 PS0014.The dynamic height is computed by dividing the NAVD 88
 PS0014.geopotential number by the normal gravity value computed on the
 PS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0014.degrees latitude (g = 980.6199 gals.).
 PS0014
 PS0014.The modeled gravity was interpolated from observed gravity values.
 PS0014
 PS0014;                    North         East    Units  Estimated Accuracy
 PS0014;SPC SD N     -   119,630.      749,450.      MT  (+/- 180 meters Scaled)
 PS0014
 PS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ704715(NAD 83)
 PS0014
 PS0014                          SUPERSEDED SURVEY CONTROL
 PS0014
 PS0014  NAVD 88 (06/15/91)  414.181  (m)         1358.86   (f) SUPERSEDED  1 2
 PS0014  NGVD 29 (??/??/92)  413.901  (m)         1357.94   (f) ADJ UNCH    1 2
 PS0014
 PS0014.Superseded values are not recommended for survey control.
 PS0014
 PS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0014.See file dsdata.pdf to determine how the superseded data were derived.
 PS0014
 PS0014_MARKER: R = RIVET
 PS0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0014_SP_SET: HEADWALL
 PS0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0014+STABILITY: SURFACE MOTION
 PS0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0014+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PS0014
 PS0014  HISTORY     - Date     Condition        Report By
 PS0014  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0014  HISTORY     - 1934     GOOD             CGS
 PS0014  HISTORY     - 19950919 GOOD             NGS
 PS0014
 PS0014                          STATION DESCRIPTION
 PS0014
 PS0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0014'AT DOLAND.
 PS0014'AT DOLAND, SPINK COUNTY, ABOUT 0.2 MILE WEST OF THE CHICAGO AND
 PS0014'NORTH WESTERN RAILWAY PASSENGER STATION, AT BRIDGE D 459, IN THE
 PS0014'TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL, 13 FEET SOUTH OF
 PS0014'THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 PS0014'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0014
 PS0014                          STATION RECOVERY (1995)
 PS0014
 PS0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0014'IN DOLAND, AT THE INTERSECTION OF NORTH 1ST STREET AND STATE HIGHWAY
 PS0014'37, A RIVET IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE
 PS0014'SOUTH STONE HEADWALL OF A CULVERT UNDER AN ABANDONED RAILROAD BED,
 PS0014'57.9 M (190.0 FT) SOUTH OF THE EXTENDED STREET CENTER, 17.7 M (58.1
 PS0014'FT) WEST OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT) SOUTH OF THE
 PS0014'CENTER OF THE RAILROAD BED, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PS0014'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0225 ***********************************************************************
 PR0225  DESIGNATION -  RV 14
 PR0225  PID         -  PR0225
 PR0225  STATE/COUNTY-  SD/BROOKINGS
 PR0225  COUNTRY     -  US
 PR0225  USGS QUAD   -  WHITE SE (2017)
 PR0225
 PR0225                         *CURRENT SURVEY CONTROL
 PR0225  ______________________________________________________________________
 PR0225* NAD 83(1986) POSITION- 44 15 46.     (N) 096 35 42.     (W)   SCALED
 PR0225* NAVD 88 ORTHO HEIGHT -   508.96  (+/-2cm)     1669.8   (feet) VERTCON3
 PR0225  ______________________________________________________________________
 PR0225  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 PR0225  VERT ORDER      -  ? (See Below)
 PR0225
 PR0225.The horizontal coordinates were scaled from a map and have
 PR0225.an estimated accuracy of +/- 6 seconds.
 PR0225
 PR0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0225
 PR0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0225.GEOID18 height accuracy estimate available here.
 PR0225
 PR0225.The vertical order pertains to the NGVD 29 superseded value.
 PR0225
 PR0225.Click photographs - Photos may exist for this station.
 PR0225
 PR0225;                    North         East    Units  Estimated Accuracy
 PR0225;SPC SD N     -    53,440.      871,820.      MT  (+/- 180 meters Scaled)
 PR0225
 PR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ919038(NAD 83)
 PR0225
 PR0225                          SUPERSEDED SURVEY CONTROL
 PR0225
 PR0225  NGVD 29 (??/??/92)  508.701  (m)         1668.96   (f) ADJ UNCH       
 PR0225
 PR0225.Superseded values are not recommended for survey control.
 PR0225
 PR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0225.See file dsdata.pdf to determine how the superseded data were derived.
 PR0225
 PR0225_MARKER: R = RIVET
 PR0225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0225_SP_SET: BRIDGE
 PR0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0225
 PR0225  HISTORY     - Date     Condition        Report By
 PR0225  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0225  HISTORY     - 1934     GOOD             CGS
 PR0225
 PR0225                          STATION DESCRIPTION
 PR0225
 PR0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0225'4.1 MI E FROM AURORA.
 PR0225'4.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0225'THE STATION AT AURORA, BROOKINGS COUNTY, AT BRIDGE 6, IN THE
 PR0225'EAST END OF THE SOUTH STONE HEADWALL, AND 1.5 FEET BELOW THE
 PR0225'RAIL LEVEL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0038 ***********************************************************************
 PR0038  DESIGNATION -  RV 14
 PR0038  PID         -  PR0038
 PR0038  STATE/COUNTY-  SD/DEUEL
 PR0038  COUNTRY     -  US
 PR0038  USGS QUAD   -  GARY (2017)
 PR0038
 PR0038                         *CURRENT SURVEY CONTROL
 PR0038  ______________________________________________________________________
 PR0038* NAD 83(1986) POSITION- 44 48 24.     (N) 096 28 33.     (W)   SCALED
 PR0038* NAVD 88 ORTHO HEIGHT -   466.166 (meters)     1529.41  (feet) ADJUSTED
 PR0038  ______________________________________________________________________
 PR0038  GEOID HEIGHT    -        -25.572 (meters)                     GEOID18
 PR0038  DYNAMIC HEIGHT  -        466.107 (meters)     1529.22  (feet) COMP
 PR0038  MODELED GRAVITY -    980,475.9   (mgal)                       NAVD 88
 PR0038
 PR0038  VERT ORDER      -  SECOND    CLASS 0
 PR0038
 PR0038.The horizontal coordinates were scaled from a map and have
 PR0038.an estimated accuracy of +/- 6 seconds.
 PR0038
 PR0038.The orthometric height was determined by differential leveling and
 PR0038.adjusted by the NATIONAL GEODETIC SURVEY
 PR0038.in June 1991.
 PR0038
 PR0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0038.GEOID18 height accuracy estimate available here.
 PR0038
 PR0038.Click photographs - Photos may exist for this station.
 PR0038
 PR0038.The dynamic height is computed by dividing the NAVD 88
 PR0038.geopotential number by the normal gravity value computed on the
 PR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0038.degrees latitude (g = 980.6199 gals.).
 PR0038
 PR0038.The modeled gravity was interpolated from observed gravity values.
 PR0038
 PR0038;                    North         East    Units  Estimated Accuracy
 PR0038;SPC SD N     -   114,230.      878,700.      MT  (+/- 180 meters Scaled)
 PR0038
 PR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ996645(NAD 83)
 PR0038
 PR0038                          SUPERSEDED SURVEY CONTROL
 PR0038
 PR0038  NGVD 29 (??/??/92)  465.942  (m)         1528.68   (f) ADJ UNCH    2 0
 PR0038
 PR0038.Superseded values are not recommended for survey control.
 PR0038
 PR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0038.See file dsdata.pdf to determine how the superseded data were derived.
 PR0038
 PR0038_MARKER: R = RIVET
 PR0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0038_SP_SET: BRIDGE
 PR0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0038
 PR0038  HISTORY     - Date     Condition        Report By
 PR0038  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0038  HISTORY     - 1938     GOOD             CGS
 PR0038
 PR0038                          STATION DESCRIPTION
 PR0038
 PR0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PR0038'1.6 MI NW FROM GARY.
 PR0038'1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0038'FROM THE STATION AT GARY, DEUEL COUNTY, AT BRIDGE 743, IN THE
 PR0038'TOP OF THE WEST END OF THE NORTH STONE HEADWALL, AND ABOUT
 PR0038'4 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0099 ***********************************************************************
 PS0099  DESIGNATION -  RV 142
 PS0099  PID         -  PS0099
 PS0099  STATE/COUNTY-  SD/BEADLE
 PS0099  COUNTRY     -  US
 PS0099  USGS QUAD   -  HURON (2017)
 PS0099
 PS0099                         *CURRENT SURVEY CONTROL
 PS0099  ______________________________________________________________________
 PS0099* NAD 83(1986) POSITION- 44 21 47.     (N) 098 11 54.     (W)   SCALED
 PS0099* NAVD 88 ORTHO HEIGHT -   385.015 (meters)     1263.17  (feet) ADJUSTED
 PS0099  ______________________________________________________________________
 PS0099  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 PS0099  DYNAMIC HEIGHT  -        384.950 (meters)     1262.96  (feet) COMP
 PS0099  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 PS0099
 PS0099  VERT ORDER      -  FIRST     CLASS II
 PS0099
 PS0099.The horizontal coordinates were scaled from a map and have
 PS0099.an estimated accuracy of +/- 6 seconds.
 PS0099
 PS0099.The orthometric height was determined by differential leveling and
 PS0099.adjusted by the NATIONAL GEODETIC SURVEY
 PS0099.in October 1997.
 PS0099
 PS0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0099.GEOID18 height accuracy estimate available here.
 PS0099
 PS0099.Click photographs - Photos may exist for this station.
 PS0099
 PS0099.The dynamic height is computed by dividing the NAVD 88
 PS0099.geopotential number by the normal gravity value computed on the
 PS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0099.degrees latitude (g = 980.6199 gals.).
 PS0099
 PS0099.The modeled gravity was interpolated from observed gravity values.
 PS0099
 PS0099;                    North         East    Units  Estimated Accuracy
 PS0099;SPC SD N     -    60,460.      743,610.      MT  (+/- 180 meters Scaled)
 PS0099
 PS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ638125(NAD 83)
 PS0099
 PS0099                          SUPERSEDED SURVEY CONTROL
 PS0099
 PS0099  NGVD 29 (??/??/92)  384.824  (m)         1262.54   (f) ADJ UNCH    1 2
 PS0099
 PS0099.Superseded values are not recommended for survey control.
 PS0099
 PS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0099.See file dsdata.pdf to determine how the superseded data were derived.
 PS0099
 PS0099_MARKER: R = RIVET
 PS0099_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PS0099_SP_SET: WINGWALL
 PS0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0099+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1994
 PS0099
 PS0099  HISTORY     - Date     Condition        Report By
 PS0099  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0099  HISTORY     - 1934     GOOD             CGS
 PS0099  HISTORY     - 1957     GOOD             CGS
 PS0099  HISTORY     - 19941017 GOOD             NGS
 PS0099
 PS0099                          STATION DESCRIPTION
 PS0099
 PS0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0099'0.7 MI E FROM HURON.
 PS0099'ABOUT 0.7 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0099'FROM THE PASSENGER STATION AT HURON, BEADLE COUNTY, AT BRIDGE
 PS0099'142, IN THE TOP OF THE SOUTH WING WALL OF THE EAST ABUTMENT,
 PS0099'4.5 FEET EAST OF THE WEST FACE OF THE EAST BACK WALL, 13.7 FEET
 PS0099'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 PS0099'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0099
 PS0099                          STATION RECOVERY (1957)
 PS0099
 PS0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PS0099'RECOVERED IN GOOD CONDITION.
 PS0099
 PS0099                          STATION RECOVERY (1994)
 PS0099
 PS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0099'IN HURON, AT THE INTERSECTION OF THE DAKOTA, MINNESOTA AND EASTERN
 PS0099'RAILROAD AND OLD HIGHWAY 14, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF
 PS0099'THE SOUTHEAST END OF THE SECOND TERRACE OF THE SOUTHEAST STONE
 PS0099'ABUTMENT WINGWALL OF THE RAILROAD OVERPASS OF THE HIGHWAY AND THE
 PS0099'JAMES RIVER, 15.6 M (51.2 FT) EAST OF THE HIGHWAY CENTER, 3.2 M (10.5
 PS0099'FT) SOUTH OF THE NEAR RAIL, 1.4 M (4.6 FT) EAST-SOUTHEAST OF THE
 PS0099'SOUTHWEST CORNER OF THE WINGWALL, AND 0.8 M (2.6 FT) BELOW THE LEVEL
 PS0099'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0093 ***********************************************************************
 PS0093  DESIGNATION -  RV 144
 PS0093  PID         -  PS0093
 PS0093  STATE/COUNTY-  SD/BEADLE
 PS0093  COUNTRY     -  US
 PS0093  USGS QUAD   -  BROADLAND (2017)
 PS0093
 PS0093                         *CURRENT SURVEY CONTROL
 PS0093  ______________________________________________________________________
 PS0093* NAD 83(1986) POSITION- 44 22 32.     (N) 098 16 00.     (W)   SCALED
 PS0093* NAVD 88 ORTHO HEIGHT -   393.36  (+/-2cm)     1290.5   (feet) VERTCON3
 PS0093  ______________________________________________________________________
 PS0093  GEOID HEIGHT    -        -25.009 (meters)                     GEOID18
 PS0093  VERT ORDER      -  ? (See Below)
 PS0093
 PS0093.The horizontal coordinates were scaled from a map and have
 PS0093.an estimated accuracy of +/- 6 seconds.
 PS0093
 PS0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0093
 PS0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0093.GEOID18 height accuracy estimate available here.
 PS0093
 PS0093.The vertical order pertains to the NGVD 29 superseded value.
 PS0093
 PS0093.Click photographs - Photos may exist for this station.
 PS0093
 PS0093;                    North         East    Units  Estimated Accuracy
 PS0093;SPC SD N     -    61,730.      738,140.      MT  (+/- 180 meters Scaled)
 PS0093
 PS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ584138(NAD 83)
 PS0093
 PS0093                          SUPERSEDED SURVEY CONTROL
 PS0093
 PS0093  NGVD 29 (??/??/92)  393.087  (m)         1289.65   (f) ADJ UNCH       
 PS0093
 PS0093.Superseded values are not recommended for survey control.
 PS0093
 PS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0093.See file dsdata.pdf to determine how the superseded data were derived.
 PS0093
 PS0093_MARKER: R = RIVET
 PS0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0093_SP_SET: BRIDGE
 PS0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0093
 PS0093  HISTORY     - Date     Condition        Report By
 PS0093  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0093  HISTORY     - 1934     GOOD             CGS
 PS0093
 PS0093                          STATION DESCRIPTION
 PS0093
 PS0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0093'2.8 MI W FROM HURON.
 PS0093'ABOUT 2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0093'FROM THE PASSENGER STATION AT HURON, BEADLE COUNTY, AT BRIDGE
 PS0093'144, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, 13.8 FEET
 PS0093'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 PS0093'THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0089 ***********************************************************************
 PS0089  DESIGNATION -  RV 147
 PS0089  PID         -  PS0089
 PS0089  STATE/COUNTY-  SD/BEADLE
 PS0089  COUNTRY     -  US
 PS0089  USGS QUAD   -  WOLSEY (2017)
 PS0089
 PS0089                         *CURRENT SURVEY CONTROL
 PS0089  ______________________________________________________________________
 PS0089* NAD 83(1986) POSITION- 44 23 41.     (N) 098 22 42.     (W)   SCALED
 PS0089* NAVD 88 ORTHO HEIGHT -   403.51  (+/-2cm)     1323.8   (feet) VERTCON3
 PS0089  ______________________________________________________________________
 PS0089  GEOID HEIGHT    -        -24.979 (meters)                     GEOID18
 PS0089  VERT ORDER      -  ? (See Below)
 PS0089
 PS0089.The horizontal coordinates were scaled from a map and have
 PS0089.an estimated accuracy of +/- 6 seconds.
 PS0089
 PS0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0089
 PS0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0089.GEOID18 height accuracy estimate available here.
 PS0089
 PS0089.The vertical order pertains to the NGVD 29 superseded value.
 PS0089
 PS0089.Click photographs - Photos may exist for this station.
 PS0089
 PS0089;                    North         East    Units  Estimated Accuracy
 PS0089;SPC SD N     -    63,680.      729,190.      MT  (+/- 180 meters Scaled)
 PS0089
 PS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ495159(NAD 83)
 PS0089
 PS0089                          SUPERSEDED SURVEY CONTROL
 PS0089
 PS0089  NGVD 29 (??/??/92)  403.214  (m)         1322.88   (f) ADJ UNCH       
 PS0089
 PS0089.Superseded values are not recommended for survey control.
 PS0089
 PS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0089.See file dsdata.pdf to determine how the superseded data were derived.
 PS0089
 PS0089_MARKER: R = RIVET
 PS0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0089_SP_SET: BRIDGE
 PS0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0089
 PS0089  HISTORY     - Date     Condition        Report By
 PS0089  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0089  HISTORY     - 1934     GOOD             CGS
 PS0089
 PS0089                          STATION DESCRIPTION
 PS0089
 PS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0089'4.9 MI E FROM WOLSEY.
 PS0089'ABOUT 4.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0089'FROM THE POST OFFICE AT WOLSEY, BEADLE COUNTY, ABOUT 4.2 MILES
 PS0089'WEST OF JAMES VALLEY JUNCTION, AT BRIDGE 147, IN THE TOP OF THE
 PS0089'EAST END OF THE SOUTH HEAD WALL, 15.0 FEET SOUTH OF THE CENTER
 PS0089'LINE OF THE TRACK, AND ABOUT 2.5 FEET LOWER THAN THE TOP OF THE
 PS0089'RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0088 ***********************************************************************
 PS0088  DESIGNATION -  RV 148
 PS0088  PID         -  PS0088
 PS0088  STATE/COUNTY-  SD/BEADLE
 PS0088  COUNTRY     -  US
 PS0088  USGS QUAD   -  WOLSEY (2017)
 PS0088
 PS0088                         *CURRENT SURVEY CONTROL
 PS0088  ______________________________________________________________________
 PS0088* NAD 83(1986) POSITION- 44 23 58.     (N) 098 24 19.     (W)   SCALED
 PS0088* NAVD 88 ORTHO HEIGHT -   404.974 (meters)     1328.65  (feet) ADJUSTED
 PS0088  ______________________________________________________________________
 PS0088  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 PS0088  DYNAMIC HEIGHT  -        404.904 (meters)     1328.42  (feet) COMP
 PS0088  MODELED GRAVITY -    980,433.0   (mgal)                       NAVD 88
 PS0088
 PS0088  VERT ORDER      -  SECOND    CLASS 0
 PS0088
 PS0088.The horizontal coordinates were scaled from a map and have
 PS0088.an estimated accuracy of +/- 6 seconds.
 PS0088
 PS0088.The orthometric height was determined by differential leveling and
 PS0088.adjusted by the NATIONAL GEODETIC SURVEY
 PS0088.in June 1991.
 PS0088
 PS0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0088.GEOID18 height accuracy estimate available here.
 PS0088
 PS0088.Click photographs - Photos may exist for this station.
 PS0088
 PS0088.The dynamic height is computed by dividing the NAVD 88
 PS0088.geopotential number by the normal gravity value computed on the
 PS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0088.degrees latitude (g = 980.6199 gals.).
 PS0088
 PS0088.The modeled gravity was interpolated from observed gravity values.
 PS0088
 PS0088;                    North         East    Units  Estimated Accuracy
 PS0088;SPC SD N     -    64,160.      727,040.      MT  (+/- 180 meters Scaled)
 PS0088
 PS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ473164(NAD 83)
 PS0088
 PS0088                          SUPERSEDED SURVEY CONTROL
 PS0088
 PS0088  NGVD 29 (??/??/92)  404.679  (m)         1327.68   (f) ADJ UNCH    2 0
 PS0088
 PS0088.Superseded values are not recommended for survey control.
 PS0088
 PS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0088.See file dsdata.pdf to determine how the superseded data were derived.
 PS0088
 PS0088_MARKER: R = RIVET
 PS0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0088_SP_SET: BRIDGE
 PS0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0088
 PS0088  HISTORY     - Date     Condition        Report By
 PS0088  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0088  HISTORY     - 1934     GOOD             CGS
 PS0088  HISTORY     - 19950101 GOOD             SDDENR
 PS0088
 PS0088                          STATION DESCRIPTION
 PS0088
 PS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0088'3.6 MI E FROM WOLSEY.
 PS0088'ABOUT 3.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0088'FROM THE PASSENGER STATION AT WOLSEY, BEADLE COUNTY, AT BRIDGE
 PS0088'148, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, 11.6 FEET
 PS0088'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 0.3 FEET LOWER
 PS0088'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0088
 PS0088                          STATION RECOVERY (1995)
 PS0088
 PS0088'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0088'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0018 ***********************************************************************
 PS0018  DESIGNATION -  RV 15
 PS0018  PID         -  PS0018
 PS0018  STATE/COUNTY-  SD/SPINK
 PS0018  COUNTRY     -  US
 PS0018  USGS QUAD   -  DOLAND NW (2017)
 PS0018
 PS0018                         *CURRENT SURVEY CONTROL
 PS0018  ______________________________________________________________________
 PS0018* NAD 83(1986) POSITION- 44 52 55.     (N) 098 13 40.     (W)   SCALED
 PS0018* NAVD 88 ORTHO HEIGHT -   393.281 (meters)     1290.29  (feet) ADJUSTED
 PS0018  ______________________________________________________________________
 PS0018  GEOID HEIGHT    -        -24.379 (meters)                     GEOID18
 PS0018  DYNAMIC HEIGHT  -        393.240 (meters)     1290.15  (feet) COMP
 PS0018  MODELED GRAVITY -    980,501.1   (mgal)                       NAVD 88
 PS0018
 PS0018  VERT ORDER      -  SECOND    CLASS 0
 PS0018
 PS0018.The horizontal coordinates were scaled from a map and have
 PS0018.an estimated accuracy of +/- 6 seconds.
 PS0018
 PS0018.The orthometric height was determined by differential leveling and
 PS0018.adjusted by the NATIONAL GEODETIC SURVEY
 PS0018.in June 1991.
 PS0018
 PS0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0018.GEOID18 height accuracy estimate available here.
 PS0018
 PS0018.Click photographs - Photos may exist for this station.
 PS0018
 PS0018.The dynamic height is computed by dividing the NAVD 88
 PS0018.geopotential number by the normal gravity value computed on the
 PS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0018.degrees latitude (g = 980.6199 gals.).
 PS0018
 PS0018.The modeled gravity was interpolated from observed gravity values.
 PS0018
 PS0018;                    North         East    Units  Estimated Accuracy
 PS0018;SPC SD N     -   118,060.      740,000.      MT  (+/- 180 meters Scaled)
 PS0018
 PS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ609701(NAD 83)
 PS0018
 PS0018                          SUPERSEDED SURVEY CONTROL
 PS0018
 PS0018  NGVD 29 (??/??/92)  393.005  (m)         1289.38   (f) ADJ UNCH    2 0
 PS0018
 PS0018.Superseded values are not recommended for survey control.
 PS0018
 PS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0018.See file dsdata.pdf to determine how the superseded data were derived.
 PS0018
 PS0018_MARKER: R = RIVET
 PS0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0018_SP_SET: BRIDGE
 PS0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0018
 PS0018  HISTORY     - Date     Condition        Report By
 PS0018  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0018  HISTORY     - 1934     GOOD             CGS
 PS0018  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0018
 PS0018                          STATION DESCRIPTION
 PS0018
 PS0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0018'3.6 MI E FROM FRANKFORT.
 PS0018'ABOUT 3.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0018'FROM FRANKFORT, SPINK COUNTY, AT BRIDGE D 469, IN THE TOP OF THE
 PS0018'EAST END OF THE NORTH STONE HEAD WALL, 14-1/2 FEET NORTH OF THE
 PS0018'CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER THAN THE TOP
 PS0018'OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0018
 PS0018                          STATION RECOVERY (1995)
 PS0018
 PS0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0018'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0018'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0274 ***********************************************************************
 PR0274  DESIGNATION -  RV 15
 PR0274  PID         -  PR0274
 PR0274  STATE/COUNTY-  SD/DEUEL
 PR0274  COUNTRY     -  US
 PR0274  USGS QUAD   -  GARY (2017)
 PR0274
 PR0274                         *CURRENT SURVEY CONTROL
 PR0274  ______________________________________________________________________
 PR0274* NAD 83(1986) POSITION- 44 49 10.     (N) 096 29 46.     (W)   SCALED
 PR0274* NAVD 88 ORTHO HEIGHT -   475.496 (meters)     1560.02  (feet) ADJUSTED
 PR0274  ______________________________________________________________________
 PR0274  GEOID HEIGHT    -        -25.553 (meters)                     GEOID18
 PR0274  DYNAMIC HEIGHT  -        475.435 (meters)     1559.82  (feet) COMP
 PR0274  MODELED GRAVITY -    980,475.7   (mgal)                       NAVD 88
 PR0274
 PR0274  VERT ORDER      -  SECOND    CLASS 0
 PR0274
 PR0274.The horizontal coordinates were scaled from a map and have
 PR0274.an estimated accuracy of +/- 6 seconds.
 PR0274
 PR0274.The orthometric height was determined by differential leveling and
 PR0274.adjusted by the NATIONAL GEODETIC SURVEY
 PR0274.in June 1991.
 PR0274
 PR0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0274.GEOID18 height accuracy estimate available here.
 PR0274
 PR0274.Click photographs - Photos may exist for this station.
 PR0274
 PR0274.The dynamic height is computed by dividing the NAVD 88
 PR0274.geopotential number by the normal gravity value computed on the
 PR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0274.degrees latitude (g = 980.6199 gals.).
 PR0274
 PR0274.The modeled gravity was interpolated from observed gravity values.
 PR0274
 PR0274;                    North         East    Units  Estimated Accuracy
 PR0274;SPC SD N     -   115,580.      877,040.      MT  (+/- 180 meters Scaled)
 PR0274
 PR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ979659(NAD 83)
 PR0274
 PR0274                          SUPERSEDED SURVEY CONTROL
 PR0274
 PR0274  NGVD 29 (??/??/92)  475.266  (m)         1559.27   (f) ADJ UNCH    2 0
 PR0274
 PR0274.Superseded values are not recommended for survey control.
 PR0274
 PR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0274.See file dsdata.pdf to determine how the superseded data were derived.
 PR0274
 PR0274_MARKER: R = RIVET
 PR0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0274_SP_SET: BRIDGE
 PR0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0274
 PR0274  HISTORY     - Date     Condition        Report By
 PR0274  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0274  HISTORY     - 1934     GOOD             CGS
 PR0274  HISTORY     - 1938     GOOD             CGS
 PR0274
 PR0274                          STATION DESCRIPTION
 PR0274
 PR0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0274'3 MI NW FROM GARY.
 PR0274'ABOUT 3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PR0274'RAILWAY FROM THE STATION AT GARY, DEUEL COUNTY, AT BRIDGE 747,
 PR0274'IN THE TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL, AND
 PR0274'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 PR0274'RIVET.
 PR0274
 PR0274                          STATION RECOVERY (1938)
 PR0274
 PR0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 PR0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0020 ***********************************************************************
 PS0020  DESIGNATION -  RV 16
 PS0020  PID         -  PS0020
 PS0020  STATE/COUNTY-  SD/SPINK
 PS0020  COUNTRY     -  US
 PS0020  USGS QUAD   -  FRANKFORT (2017)
 PS0020
 PS0020                         *CURRENT SURVEY CONTROL
 PS0020  ______________________________________________________________________
 PS0020* NAD 83(1986) POSITION- 44 52 32.     (N) 098 17 38.     (W)   SCALED
 PS0020* NAVD 88 ORTHO HEIGHT -   393.421 (meters)     1290.75  (feet) ADJUSTED
 PS0020  ______________________________________________________________________
 PS0020  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 PS0020  DYNAMIC HEIGHT  -        393.380 (meters)     1290.61  (feet) COMP
 PS0020  MODELED GRAVITY -    980,500.9   (mgal)                       NAVD 88
 PS0020
 PS0020  VERT ORDER      -  SECOND    CLASS 0
 PS0020
 PS0020.The horizontal coordinates were scaled from a map and have
 PS0020.an estimated accuracy of +/- 6 seconds.
 PS0020
 PS0020.The orthometric height was determined by differential leveling and
 PS0020.adjusted by the NATIONAL GEODETIC SURVEY
 PS0020.in June 1991.
 PS0020
 PS0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0020.GEOID18 height accuracy estimate available here.
 PS0020
 PS0020.Click photographs - Photos may exist for this station.
 PS0020
 PS0020.The dynamic height is computed by dividing the NAVD 88
 PS0020.geopotential number by the normal gravity value computed on the
 PS0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0020.degrees latitude (g = 980.6199 gals.).
 PS0020
 PS0020.The modeled gravity was interpolated from observed gravity values.
 PS0020
 PS0020;                    North         East    Units  Estimated Accuracy
 PS0020;SPC SD N     -   117,230.      734,800.      MT  (+/- 180 meters Scaled)
 PS0020
 PS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ557693(NAD 83)
 PS0020
 PS0020                          SUPERSEDED SURVEY CONTROL
 PS0020
 PS0020  NGVD 29 (??/??/92)  393.141  (m)         1289.83   (f) ADJ UNCH    2 0
 PS0020
 PS0020.Superseded values are not recommended for survey control.
 PS0020
 PS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0020.See file dsdata.pdf to determine how the superseded data were derived.
 PS0020
 PS0020_MARKER: R = RIVET
 PS0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0020_SP_SET: BRIDGE
 PS0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0020
 PS0020  HISTORY     - Date     Condition        Report By
 PS0020  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0020  HISTORY     - 1934     GOOD             CGS
 PS0020  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0020
 PS0020                          STATION DESCRIPTION
 PS0020
 PS0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0020'0.4 MI E FROM FRANKFORT.
 PS0020'ABOUT 0.4 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0020'FROM FRANKFORT, SPINK COUNTY, AT BRIDGE D 478, IN THE TOP OF THE
 PS0020'EAST END OF THE NORTH STONE HEAD WALL, 15.5 FEET NORTH OF THE
 PS0020'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF
 PS0020'THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0020
 PS0020                          STATION RECOVERY (1995)
 PS0020
 PS0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0020'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0020'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0275 ***********************************************************************
 PR0275  DESIGNATION -  RV 16
 PR0275  PID         -  PR0275
 PR0275  STATE/COUNTY-  SD/DEUEL
 PR0275  COUNTRY     -  US
 PR0275  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0275
 PR0275                         *CURRENT SURVEY CONTROL
 PR0275  ______________________________________________________________________
 PR0275* NAD 83(1986) POSITION- 44 49 32.     (N) 096 30 49.     (W)   SCALED
 PR0275* NAVD 88 ORTHO HEIGHT -   491.192 (meters)     1611.52  (feet) ADJUSTED
 PR0275  ______________________________________________________________________
 PR0275  GEOID HEIGHT    -        -25.531 (meters)                     GEOID18
 PR0275  DYNAMIC HEIGHT  -        491.131 (meters)     1611.32  (feet) COMP
 PR0275  MODELED GRAVITY -    980,476.6   (mgal)                       NAVD 88
 PR0275
 PR0275  VERT ORDER      -  SECOND    CLASS 0
 PR0275
 PR0275.The horizontal coordinates were scaled from a map and have
 PR0275.an estimated accuracy of +/- 6 seconds.
 PR0275
 PR0275.The orthometric height was determined by differential leveling and
 PR0275.adjusted by the NATIONAL GEODETIC SURVEY
 PR0275.in June 1991.
 PR0275
 PR0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0275.GEOID18 height accuracy estimate available here.
 PR0275
 PR0275.Click photographs - Photos may exist for this station.
 PR0275
 PR0275.The dynamic height is computed by dividing the NAVD 88
 PR0275.geopotential number by the normal gravity value computed on the
 PR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0275.degrees latitude (g = 980.6199 gals.).
 PR0275
 PR0275.The modeled gravity was interpolated from observed gravity values.
 PR0275
 PR0275;                    North         East    Units  Estimated Accuracy
 PR0275;SPC SD N     -   116,190.      875,620.      MT  (+/- 180 meters Scaled)
 PR0275
 PR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ965665(NAD 83)
 PR0275
 PR0275                          SUPERSEDED SURVEY CONTROL
 PR0275
 PR0275  NGVD 29 (??/??/92)  490.961  (m)         1610.76   (f) ADJ UNCH    2 0
 PR0275
 PR0275.Superseded values are not recommended for survey control.
 PR0275
 PR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0275.See file dsdata.pdf to determine how the superseded data were derived.
 PR0275
 PR0275_MARKER: R = RIVET
 PR0275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0275_SP_SET: STONE HEADWALL
 PR0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0275+STABILITY: SURFACE MOTION
 PR0275
 PR0275  HISTORY     - Date     Condition        Report By
 PR0275  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0275  HISTORY     - 1973     GOOD             USGS
 PR0275
 PR0275                          STATION DESCRIPTION
 PR0275
 PR0275'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0275'2.8 MI SE FROM MORITZ.
 PR0275'MORITZ 0.5 MILE SOUTH, 2.3 MILE EAST OF, T 116 N, R 47 W ABOUT
 PR0275'1600 FEET EAST OF SECTION LINE ROAD, ALONG THE OLD RR GRADE,
 PR0275'FROM 1/4 CORNER OF SECTIONS 25 AND 30, IN THE TOP OF THE EAST
 PR0275'END OF THE SOUTH STONE HEADWALL, AND 3 FEET LOWER THEN THE OLD
 PR0275'ROADBED.  A STD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0023 ***********************************************************************
 PS0023  DESIGNATION -  RV 17
 PS0023  PID         -  PS0023
 PS0023  STATE/COUNTY-  SD/SPINK
 PS0023  COUNTRY     -  US
 PS0023  USGS QUAD   -  GLENDALE COLONY (2017)
 PS0023
 PS0023                         *CURRENT SURVEY CONTROL
 PS0023  ______________________________________________________________________
 PS0023* NAD 83(1986) POSITION- 44 52 24.     (N) 098 20 22.     (W)   SCALED
 PS0023* NAVD 88 ORTHO HEIGHT -   388.877 (meters)     1275.84  (feet) ADJUSTED
 PS0023  ______________________________________________________________________
 PS0023  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 PS0023  DYNAMIC HEIGHT  -        388.836 (meters)     1275.71  (feet) COMP
 PS0023  MODELED GRAVITY -    980,500.5   (mgal)                       NAVD 88
 PS0023
 PS0023  VERT ORDER      -  FIRST     CLASS II
 PS0023
 PS0023.The horizontal coordinates were scaled from a map and have
 PS0023.an estimated accuracy of +/- 6 seconds.
 PS0023
 PS0023.The orthometric height was determined by differential leveling and
 PS0023.adjusted by the NATIONAL GEODETIC SURVEY
 PS0023.in July 1998.
 PS0023
 PS0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0023.GEOID18 height accuracy estimate available here.
 PS0023
 PS0023.Click photographs - Photos may exist for this station.
 PS0023
 PS0023.The dynamic height is computed by dividing the NAVD 88
 PS0023.geopotential number by the normal gravity value computed on the
 PS0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0023.degrees latitude (g = 980.6199 gals.).
 PS0023
 PS0023.The modeled gravity was interpolated from observed gravity values.
 PS0023
 PS0023;                    North         East    Units  Estimated Accuracy
 PS0023;SPC SD N     -   116,910.      731,200.      MT  (+/- 180 meters Scaled)
 PS0023
 PS0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ521690(NAD 83)
 PS0023
 PS0023                          SUPERSEDED SURVEY CONTROL
 PS0023
 PS0023  NAVD 88 (06/15/91)  388.854  (m)         1275.77   (f) SUPERSEDED  1 2
 PS0023  NGVD 29 (??/??/92)  388.572  (m)         1274.84   (f) ADJ UNCH    1 2
 PS0023
 PS0023.Superseded values are not recommended for survey control.
 PS0023
 PS0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0023.See file dsdata.pdf to determine how the superseded data were derived.
 PS0023
 PS0023_MARKER: R = RIVET
 PS0023_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PS0023_SP_SET: ABUTMENT
 PS0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0023+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PS0023
 PS0023  HISTORY     - Date     Condition        Report By
 PS0023  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0023  HISTORY     - 1934     GOOD             CGS
 PS0023  HISTORY     - 19950919 GOOD             NGS
 PS0023
 PS0023                          STATION DESCRIPTION
 PS0023
 PS0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0023'2.1 MI W FROM FRANKFORT.
 PS0023'ABOUT 2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0023'FROM FRANKFORT, SPINK COUNTY, AT BRIDGE D 485, IN THE TOP OF THE
 PS0023'SOUTHEAST CORNER OF THE WEST STONE WING WALL, 15 FEET SOUTH OF THE
 PS0023'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF
 PS0023'THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0023
 PS0023                          STATION RECOVERY (1995)
 PS0023
 PS0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0023'13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PS0023'1ST STREET EAST IN REDFIELD, THENCE 0.6 M (2.0 FT) SOUTHERLY ALONG A
 PS0023'DRIVEWAY, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG AN ABANDONED RAILROAD
 PS0023'GRADE, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH END OF THE 3RD
 PS0023'TERRACE FROM THE TOP OF THE WEST STONE ABUTMENT OF A RAILROAD BRIDGE
 PS0023'SPANNING THE JAMES RIVER, 4.0 M (13.1 FT) SOUTH OF THE NEAR RAIL, AND
 PS0023'1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0282 ***********************************************************************
 PR0282  DESIGNATION -  RV 17
 PR0282  PID         -  PR0282
 PR0282  STATE/COUNTY-  SD/DEUEL
 PR0282  COUNTRY     -  US
 PR0282  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0282
 PR0282                         *CURRENT SURVEY CONTROL
 PR0282  ______________________________________________________________________
 PR0282* NAD 83(1986) POSITION- 44 49 47.     (N) 096 31 58.     (W)   SCALED
 PR0282* NAVD 88 ORTHO HEIGHT -   506.065 (meters)     1660.31  (feet) ADJUSTED
 PR0282  ______________________________________________________________________
 PR0282  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 PR0282  DYNAMIC HEIGHT  -        506.001 (meters)     1660.10  (feet) COMP
 PR0282  MODELED GRAVITY -    980,475.0   (mgal)                       NAVD 88
 PR0282
 PR0282  VERT ORDER      -  SECOND    CLASS 0
 PR0282
 PR0282.The horizontal coordinates were scaled from a map and have
 PR0282.an estimated accuracy of +/- 6 seconds.
 PR0282
 PR0282.The orthometric height was determined by differential leveling and
 PR0282.adjusted by the NATIONAL GEODETIC SURVEY
 PR0282.in June 1991.
 PR0282
 PR0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0282.GEOID18 height accuracy estimate available here.
 PR0282
 PR0282.Click photographs - Photos may exist for this station.
 PR0282
 PR0282.The dynamic height is computed by dividing the NAVD 88
 PR0282.geopotential number by the normal gravity value computed on the
 PR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0282.degrees latitude (g = 980.6199 gals.).
 PR0282
 PR0282.The modeled gravity was interpolated from observed gravity values.
 PR0282
 PR0282;                    North         East    Units  Estimated Accuracy
 PR0282;SPC SD N     -   116,590.      874,090.      MT  (+/- 180 meters Scaled)
 PR0282
 PR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ950669(NAD 83)
 PR0282
 PR0282                          SUPERSEDED SURVEY CONTROL
 PR0282
 PR0282  NGVD 29 (??/??/92)  505.830  (m)         1659.54   (f) ADJ UNCH    2 0
 PR0282
 PR0282.Superseded values are not recommended for survey control.
 PR0282
 PR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0282.See file dsdata.pdf to determine how the superseded data were derived.
 PR0282
 PR0282_MARKER: R = RIVET
 PR0282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0282_SP_SET: STONE HEADWALL
 PR0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0282+STABILITY: SURFACE MOTION
 PR0282
 PR0282  HISTORY     - Date     Condition        Report By
 PR0282  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0282  HISTORY     - 1973     GOOD             USGS
 PR0282
 PR0282                          STATION DESCRIPTION
 PR0282
 PR0282'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0282'1.3 MI E FROM MORTIZ.
 PR0282'MORITZ 1.3 MILE EAST ALONG THE C AND NW RR FROM ALTAMONT 0.2
 PR0282'MILE SOUTH OF, T 116 N, R 48 W, IN THE NW 1/4 OF SECTION 25,
 PR0282'IN THE TOP OF THE EAST END OF THE SOUTH STONE HEADWALL UNDER
 PR0282'THE ABANDON RR GRADE, AND 5 FEET LOWER THAN THE OLD ROADBED,
 PR0282'A STD MONEL-RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0027 ***********************************************************************
 PS0027  DESIGNATION -  RV 18
 PS0027  PID         -  PS0027
 PS0027  STATE/COUNTY-  SD/SPINK
 PS0027  COUNTRY     -  US
 PS0027  USGS QUAD   -  ASHTON (2017)
 PS0027
 PS0027                         *CURRENT SURVEY CONTROL
 PS0027  ______________________________________________________________________
 PS0027* NAD 83(1986) POSITION- 44 52 34.     (N) 098 25 42.     (W)   SCALED
 PS0027* NAVD 88 ORTHO HEIGHT -   394.107 (meters)     1293.00  (feet) ADJUSTED
 PS0027  ______________________________________________________________________
 PS0027  GEOID HEIGHT    -        -24.309 (meters)                     GEOID18
 PS0027  DYNAMIC HEIGHT  -        394.064 (meters)     1292.86  (feet) COMP
 PS0027  MODELED GRAVITY -    980,497.5   (mgal)                       NAVD 88
 PS0027
 PS0027  VERT ORDER      -  SECOND    CLASS 0
 PS0027
 PS0027.The horizontal coordinates were scaled from a map and have
 PS0027.an estimated accuracy of +/- 6 seconds.
 PS0027
 PS0027.The orthometric height was determined by differential leveling and
 PS0027.adjusted by the NATIONAL GEODETIC SURVEY
 PS0027.in June 1991.
 PS0027
 PS0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0027.GEOID18 height accuracy estimate available here.
 PS0027
 PS0027.Click photographs - Photos may exist for this station.
 PS0027
 PS0027.The dynamic height is computed by dividing the NAVD 88
 PS0027.geopotential number by the normal gravity value computed on the
 PS0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0027.degrees latitude (g = 980.6199 gals.).
 PS0027
 PS0027.The modeled gravity was interpolated from observed gravity values.
 PS0027
 PS0027;                    North         East    Units  Estimated Accuracy
 PS0027;SPC SD N     -   117,080.      724,170.      MT  (+/- 180 meters Scaled)
 PS0027
 PS0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ451693(NAD 83)
 PS0027
 PS0027                          SUPERSEDED SURVEY CONTROL
 PS0027
 PS0027  NGVD 29 (??/??/92)  393.817  (m)         1292.05   (f) ADJ UNCH    2 0
 PS0027
 PS0027.Superseded values are not recommended for survey control.
 PS0027
 PS0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0027.See file dsdata.pdf to determine how the superseded data were derived.
 PS0027
 PS0027_MARKER: R = RIVET
 PS0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0027_SP_SET: BRIDGE
 PS0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0027
 PS0027  HISTORY     - Date     Condition        Report By
 PS0027  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0027  HISTORY     - 1934     GOOD             CGS
 PS0027  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0027
 PS0027                          STATION DESCRIPTION
 PS0027
 PS0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0027'4.3 MI E FROM REDFIELD.
 PS0027'ABOUT 4.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0027'FROM THE COURTHOUSE AT REDFIELD, SPINK COUNTY, AT BRIDGE D 489,
 PS0027'IN THE TOP OF THE EAST END OF THE NORTH STONE HEAD WALL, 14 FEET
 PS0027'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER
 PS0027'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PS0027
 PS0027                          STATION RECOVERY (1995)
 PS0027
 PS0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0027'THE HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0283 ***********************************************************************
 PR0283  DESIGNATION -  RV 18
 PR0283  PID         -  PR0283
 PR0283  STATE/COUNTY-  SD/DEUEL
 PR0283  COUNTRY     -  US
 PR0283  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0283
 PR0283                         *CURRENT SURVEY CONTROL
 PR0283  ______________________________________________________________________
 PR0283* NAD 83(1986) POSITION- 44 49 57.     (N) 096 32 56.     (W)   SCALED
 PR0283* NAVD 88 ORTHO HEIGHT -   505.630 (meters)     1658.89  (feet) ADJUSTED
 PR0283  ______________________________________________________________________
 PR0283  GEOID HEIGHT    -        -25.487 (meters)                     GEOID18
 PR0283  DYNAMIC HEIGHT  -        505.566 (meters)     1658.68  (feet) COMP
 PR0283  MODELED GRAVITY -    980,473.5   (mgal)                       NAVD 88
 PR0283
 PR0283  VERT ORDER      -  SECOND    CLASS 0
 PR0283
 PR0283.The horizontal coordinates were scaled from a map and have
 PR0283.an estimated accuracy of +/- 6 seconds.
 PR0283
 PR0283.The orthometric height was determined by differential leveling and
 PR0283.adjusted by the NATIONAL GEODETIC SURVEY
 PR0283.in June 1991.
 PR0283
 PR0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0283.GEOID18 height accuracy estimate available here.
 PR0283
 PR0283.Click photographs - Photos may exist for this station.
 PR0283
 PR0283.The dynamic height is computed by dividing the NAVD 88
 PR0283.geopotential number by the normal gravity value computed on the
 PR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0283.degrees latitude (g = 980.6199 gals.).
 PR0283
 PR0283.The modeled gravity was interpolated from observed gravity values.
 PR0283
 PR0283;                    North         East    Units  Estimated Accuracy
 PR0283;SPC SD N     -   116,850.      872,800.      MT  (+/- 180 meters Scaled)
 PR0283
 PR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ937672(NAD 83)
 PR0283
 PR0283                          SUPERSEDED SURVEY CONTROL
 PR0283
 PR0283  NGVD 29 (??/??/92)  505.394  (m)         1658.11   (f) ADJ UNCH    2 0
 PR0283
 PR0283.Superseded values are not recommended for survey control.
 PR0283
 PR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0283.See file dsdata.pdf to determine how the superseded data were derived.
 PR0283
 PR0283_MARKER: R = RIVET
 PR0283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0283_SP_SET: CULVERT HEADWALL
 PR0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0283+STABILITY: SURFACE MOTION
 PR0283
 PR0283  HISTORY     - Date     Condition        Report By
 PR0283  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0283  HISTORY     - 1973     GOOD             USGS
 PR0283
 PR0283                          STATION DESCRIPTION
 PR0283
 PR0283'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0283'0.7 MI E FROM MORITZ.
 PR0283'MORITZ 0.5 MILE EAST, 0.2 MILE SOUTH OF, T 116 N, R 48 W, ABOUT
 PR0283'900 FEET SOUTH OF 1/4 COR OF SECS 23 AND 26, IN THE TOP OF THE
 PR0283'WEST END OF THE SOUTH STONE HEADWALL OF AN CULVERT UNDER THE
 PR0283'OLD RR GRADE, A STD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0613 ***********************************************************************
 PU0613  DESIGNATION -  RV 1877
 PU0613  PID         -  PU0613
 PU0613  STATE/COUNTY-  SD/PENNINGTON
 PU0613  COUNTRY     -  US
 PU0613  USGS QUAD   -  OWANKA (2017)
 PU0613
 PU0613                         *CURRENT SURVEY CONTROL
 PU0613  ______________________________________________________________________
 PU0613* NAD 83(1986) POSITION- 44 01 45.     (N) 102 37 15.     (W)   SCALED
 PU0613* NAVD 88 ORTHO HEIGHT -   777.614 (meters)     2551.22  (feet) ADJUSTED
 PU0613  ______________________________________________________________________
 PU0613  GEOID HEIGHT    -        -18.026 (meters)                     GEOID18
 PU0613  DYNAMIC HEIGHT  -        777.378 (meters)     2550.45  (feet) COMP
 PU0613  MODELED GRAVITY -    980,289.5   (mgal)                       NAVD 88
 PU0613
 PU0613  VERT ORDER      -  SECOND    CLASS 0
 PU0613
 PU0613.The horizontal coordinates were scaled from a map and have
 PU0613.an estimated accuracy of +/- 6 seconds.
 PU0613
 PU0613.The orthometric height was determined by differential leveling and
 PU0613.adjusted by the NATIONAL GEODETIC SURVEY
 PU0613.in June 1991.
 PU0613
 PU0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0613.GEOID18 height accuracy estimate available here.
 PU0613
 PU0613.Click photographs - Photos may exist for this station.
 PU0613
 PU0613.The dynamic height is computed by dividing the NAVD 88
 PU0613.geopotential number by the normal gravity value computed on the
 PU0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0613.degrees latitude (g = 980.6199 gals.).
 PU0613
 PU0613.The modeled gravity was interpolated from observed gravity values.
 PU0613
 PU0613;                    North         East    Units  Estimated Accuracy
 PU0613;SPC SD S     -   190,920.      416,650.      MT  (+/- 180 meters Scaled)
 PU0613
 PU0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ906778(NAD 83)
 PU0613
 PU0613                          SUPERSEDED SURVEY CONTROL
 PU0613
 PU0613  NGVD 29 (??/??/92)  777.16   (m)         2549.7    (f) COMPUTED    2 0
 PU0613
 PU0613.Superseded values are not recommended for survey control.
 PU0613
 PU0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0613.See file dsdata.pdf to determine how the superseded data were derived.
 PU0613
 PU0613_MARKER: R = RIVET
 PU0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0613_SP_SET: PIER
 PU0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0613
 PU0613  HISTORY     - Date     Condition        Report By
 PU0613  HISTORY     - UNK      MONUMENTED
 PU0613  HISTORY     - 1934     GOOD             CGS
 PU0613
 PU0613                          STATION DESCRIPTION
 PU0613
 PU0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0613'1.8 MI W FROM OWANKA.
 PU0613'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0613'THE STATION AT OWANKA, PENNINGTON COUNTY, 0.3 MILE WEST OF
 PU0613'MILEPOST 617, AT BRIDGE 1877, IN THE TOP OF THE NORTH END OF
 PU0613'THE EAST CONCRETE PIER, 9.5 FEET NORTH OF THE CENTERLINE OF THE
 PU0613'TRACK, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 PU0613'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0615 ***********************************************************************
 PU0615  DESIGNATION -  RV 1886
 PU0615  PID         -  PU0615
 PU0615  STATE/COUNTY-  SD/PENNINGTON
 PU0615  COUNTRY     -  US
 PU0615  USGS QUAD   -  OWANKA SW (2017)
 PU0615
 PU0615                         *CURRENT SURVEY CONTROL
 PU0615  ______________________________________________________________________
 PU0615* NAD 83(1986) POSITION- 44 02 55.     (N) 102 40 03.     (W)   SCALED
 PU0615* NAVD 88 ORTHO HEIGHT -   799.963 (meters)     2624.55  (feet) ADJUSTED
 PU0615  ______________________________________________________________________
 PU0615  GEOID HEIGHT    -        -17.916 (meters)                     GEOID18
 PU0615  DYNAMIC HEIGHT  -        799.714 (meters)     2623.73  (feet) COMP
 PU0615  MODELED GRAVITY -    980,280.7   (mgal)                       NAVD 88
 PU0615
 PU0615  VERT ORDER      -  SECOND    CLASS 0
 PU0615
 PU0615.The horizontal coordinates were scaled from a map and have
 PU0615.an estimated accuracy of +/- 6 seconds.
 PU0615
 PU0615.The orthometric height was determined by differential leveling and
 PU0615.adjusted by the NATIONAL GEODETIC SURVEY
 PU0615.in June 1991.
 PU0615
 PU0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0615.GEOID18 height accuracy estimate available here.
 PU0615
 PU0615.Click photographs - Photos may exist for this station.
 PU0615
 PU0615.The dynamic height is computed by dividing the NAVD 88
 PU0615.geopotential number by the normal gravity value computed on the
 PU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0615.degrees latitude (g = 980.6199 gals.).
 PU0615
 PU0615.The modeled gravity was interpolated from observed gravity values.
 PU0615
 PU0615;                    North         East    Units  Estimated Accuracy
 PU0615;SPC SD S     -   193,180.      412,980.      MT  (+/- 180 meters Scaled)
 PU0615
 PU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ868799(NAD 83)
 PU0615
 PU0615                          SUPERSEDED SURVEY CONTROL
 PU0615
 PU0615  NGVD 29 (??/??/92)  799.50   (m)         2623.0    (f) COMPUTED    2 0
 PU0615
 PU0615.Superseded values are not recommended for survey control.
 PU0615
 PU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0615.See file dsdata.pdf to determine how the superseded data were derived.
 PU0615
 PU0615_MARKER: R = RIVET
 PU0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0615_SP_SET: BRIDGE
 PU0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0615
 PU0615  HISTORY     - Date     Condition        Report By
 PU0615  HISTORY     - UNK      MONUMENTED
 PU0615  HISTORY     - 1934     GOOD             CGS
 PU0615
 PU0615                          STATION DESCRIPTION
 PU0615
 PU0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0615'4.6 MI W FROM OWANDA.
 PU0615'4.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0615'THE STATION AT OWANKA, PENNINGTON COUNTY, 0.1 MILE WEST OF
 PU0615'MILEPOST 620, AT BRIDGE 1886, IN THE TOP OF THE NORTH END OF
 PU0615'THE EAST CONCRETE ABUTMENT, 6.5 FEET NORTH OF THE CENTERLINE OF
 PU0615'THE TRACK, AND 1.5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 PU0615'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0285 ***********************************************************************
 PR0285  DESIGNATION -  RV 19
 PR0285  PID         -  PR0285
 PR0285  STATE/COUNTY-  SD/DEUEL
 PR0285  COUNTRY     -  US
 PR0285  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0285
 PR0285                         *CURRENT SURVEY CONTROL
 PR0285  ______________________________________________________________________
 PR0285* NAD 83(1986) POSITION- 44 50 14.     (N) 096 34 46.     (W)   SCALED
 PR0285* NAVD 88 ORTHO HEIGHT -   513.506 (meters)     1684.73  (feet) ADJUSTED
 PR0285  ______________________________________________________________________
 PR0285  GEOID HEIGHT    -        -25.452 (meters)                     GEOID18
 PR0285  DYNAMIC HEIGHT  -        513.439 (meters)     1684.51  (feet) COMP
 PR0285  MODELED GRAVITY -    980,470.5   (mgal)                       NAVD 88
 PR0285
 PR0285  VERT ORDER      -  SECOND    CLASS 0
 PR0285
 PR0285.The horizontal coordinates were scaled from a map and have
 PR0285.an estimated accuracy of +/- 6 seconds.
 PR0285
 PR0285.The orthometric height was determined by differential leveling and
 PR0285.adjusted by the NATIONAL GEODETIC SURVEY
 PR0285.in June 1991.
 PR0285
 PR0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0285.GEOID18 height accuracy estimate available here.
 PR0285
 PR0285.Click photographs - Photos may exist for this station.
 PR0285
 PR0285.The dynamic height is computed by dividing the NAVD 88
 PR0285.geopotential number by the normal gravity value computed on the
 PR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0285.degrees latitude (g = 980.6199 gals.).
 PR0285
 PR0285.The modeled gravity was interpolated from observed gravity values.
 PR0285
 PR0285;                    North         East    Units  Estimated Accuracy
 PR0285;SPC SD N     -   117,270.      870,370.      MT  (+/- 180 meters Scaled)
 PR0285
 PR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ913677(NAD 83)
 PR0285
 PR0285                          SUPERSEDED SURVEY CONTROL
 PR0285
 PR0285  NGVD 29 (??/??/92)  513.264  (m)         1683.93   (f) ADJ UNCH    2 0
 PR0285
 PR0285.Superseded values are not recommended for survey control.
 PR0285
 PR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0285.See file dsdata.pdf to determine how the superseded data were derived.
 PR0285
 PR0285_MARKER: R = RIVET
 PR0285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0285_SP_SET: CULVERT HEADWALL
 PR0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0285+STABILITY: SURFACE MOTION
 PR0285
 PR0285  HISTORY     - Date     Condition        Report By
 PR0285  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0285  HISTORY     - 1973     GOOD             USGS
 PR0285
 PR0285                          STATION DESCRIPTION
 PR0285
 PR0285'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0285'1.2 MI NW FROM MORITZ.
 PR0285'MORITZ ABOUT 0.2 MILE NORTH AND 1.0 MILE WEST OF, T 116 N,
 PR0285'R 48 W, IN THE SW 1/4 OF SECTION 22, ABOUT 500 FEET EAST OF A
 PR0285'TRACK ROAD, IN THE TOP OF THE EAST END OF THE SOUTH STONE
 PR0285'HEADWALL OF A CULVERT UNDER THE OLD RR GRADE, A STANDARD MONEL METAL
 PR0285'RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0029 ***********************************************************************
 PS0029  DESIGNATION -  RV 19
 PS0029  PID         -  PS0029
 PS0029  STATE/COUNTY-  SD/SPINK
 PS0029  COUNTRY     -  US
 PS0029  USGS QUAD   -  ASHTON (2017)
 PS0029
 PS0029                         *CURRENT SURVEY CONTROL
 PS0029  ______________________________________________________________________
 PS0029* NAD 83(1986) POSITION- 44 52 38.     (N) 098 27 42.     (W)   SCALED
 PS0029* NAVD 88 ORTHO HEIGHT -   389.315 (meters)     1277.28  (feet) ADJUSTED
 PS0029  ______________________________________________________________________
 PS0029  GEOID HEIGHT    -        -24.302 (meters)                     GEOID18
 PS0029  DYNAMIC HEIGHT  -        389.273 (meters)     1277.14  (feet) COMP
 PS0029  MODELED GRAVITY -    980,496.3   (mgal)                       NAVD 88
 PS0029
 PS0029  VERT ORDER      -  SECOND    CLASS 0
 PS0029
 PS0029.The horizontal coordinates were scaled from a map and have
 PS0029.an estimated accuracy of +/- 6 seconds.
 PS0029
 PS0029.The orthometric height was determined by differential leveling and
 PS0029.adjusted by the NATIONAL GEODETIC SURVEY
 PS0029.in June 1991.
 PS0029
 PS0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0029.GEOID18 height accuracy estimate available here.
 PS0029
 PS0029.Click photographs - Photos may exist for this station.
 PS0029
 PS0029.The dynamic height is computed by dividing the NAVD 88
 PS0029.geopotential number by the normal gravity value computed on the
 PS0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0029.degrees latitude (g = 980.6199 gals.).
 PS0029
 PS0029.The modeled gravity was interpolated from observed gravity values.
 PS0029
 PS0029;                    North         East    Units  Estimated Accuracy
 PS0029;SPC SD N     -   117,150.      721,540.      MT  (+/- 180 meters Scaled)
 PS0029
 PS0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ425694(NAD 83)
 PS0029
 PS0029                          SUPERSEDED SURVEY CONTROL
 PS0029
 PS0029  NGVD 29 (??/??/92)  389.024  (m)         1276.32   (f) ADJ UNCH    2 0
 PS0029
 PS0029.Superseded values are not recommended for survey control.
 PS0029
 PS0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0029.See file dsdata.pdf to determine how the superseded data were derived.
 PS0029
 PS0029_MARKER: R = RIVET
 PS0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0029_SP_SET: BRIDGE
 PS0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0029
 PS0029  HISTORY     - Date     Condition        Report By
 PS0029  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0029  HISTORY     - 1934     GOOD             CGS
 PS0029
 PS0029                          STATION DESCRIPTION
 PS0029
 PS0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0029'2.8 MI E FROM REDFIELD.
 PS0029'ABOUT 2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0029'FROM THE COURTHOUSE AT REDFIELD, SPINK COUNTY, AT BRIDGE D 491,
 PS0029'IN THE TOP OF THE EAST END OF THE NORTH STONE HEAD WALL, 12 FEET
 PS0029'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.3 FEET LOWER
 PS0029'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0315 ***********************************************************************
 PR0315  DESIGNATION -  RV 2
 PR0315  PID         -  PR0315
 PR0315  STATE/COUNTY-  SD/DEUEL
 PR0315  COUNTRY     -  US
 PR0315  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0315
 PR0315                         *CURRENT SURVEY CONTROL
 PR0315  ______________________________________________________________________
 PR0315* NAD 83(1986) POSITION- 44 51 46.     (N) 096 43 22.     (W)   SCALED
 PR0315* NAVD 88 ORTHO HEIGHT -   572.104 (meters)     1876.98  (feet) ADJUSTED
 PR0315  ______________________________________________________________________
 PR0315  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 PR0315  DYNAMIC HEIGHT  -        572.021 (meters)     1876.71  (feet) COMP
 PR0315  MODELED GRAVITY -    980,454.1   (mgal)                       NAVD 88
 PR0315
 PR0315  VERT ORDER      -  SECOND    CLASS 0
 PR0315
 PR0315.The horizontal coordinates were scaled from a map and have
 PR0315.an estimated accuracy of +/- 6 seconds.
 PR0315
 PR0315.The orthometric height was determined by differential leveling and
 PR0315.adjusted by the NATIONAL GEODETIC SURVEY
 PR0315.in June 1991.
 PR0315
 PR0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0315.GEOID18 height accuracy estimate available here.
 PR0315
 PR0315.Click photographs - Photos may exist for this station.
 PR0315
 PR0315.The dynamic height is computed by dividing the NAVD 88
 PR0315.geopotential number by the normal gravity value computed on the
 PR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0315.degrees latitude (g = 980.6199 gals.).
 PR0315
 PR0315.The modeled gravity was interpolated from observed gravity values.
 PR0315
 PR0315;                    North         East    Units  Estimated Accuracy
 PR0315;SPC SD N     -   119,640.      858,930.      MT  (+/- 180 meters Scaled)
 PR0315
 PR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ799702(NAD 83)
 PR0315
 PR0315                          SUPERSEDED SURVEY CONTROL
 PR0315
 PR0315  NGVD 29 (??/??/92)  571.842  (m)         1876.12   (f) ADJ UNCH    2 0
 PR0315
 PR0315.Superseded values are not recommended for survey control.
 PR0315
 PR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0315.See file dsdata.pdf to determine how the superseded data were derived.
 PR0315
 PR0315_MARKER: R = RIVET
 PR0315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0315_SP_SET: CULVERT HEADWALL
 PR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0315+STABILITY: SURFACE MOTION
 PR0315
 PR0315  HISTORY     - Date     Condition        Report By
 PR0315  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0315  HISTORY     - 1973     GOOD             USGS
 PR0315
 PR0315                          STATION DESCRIPTION
 PR0315
 PR0315'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0315'3 MI NW FROM ALTAMONT.
 PR0315'ALTAMONT 1.0 MILE NORTH, 2 MILE WEST OF, T 116 N, R 49 W, ABOUT
 PR0315'200 FEET NE OF APPROX COR OF SECS 8 - 9 - 16 - 17, IN THE EAST
 PR0315'END OF THE SOUTH STONE HEADWALL OF A CULVERT UNDER THE OLD RR
 PR0315'GRADE, A MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0607 ***********************************************************************
 PR0607  DESIGNATION -  RV 2
 PR0607  PID         -  PR0607
 PR0607  STATE/COUNTY-  SD/CLARK
 PR0607  COUNTRY     -  US
 PR0607  USGS QUAD   -  CLARK NORTH (2017)
 PR0607
 PR0607                         *CURRENT SURVEY CONTROL
 PR0607  ______________________________________________________________________
 PR0607* NAD 83(1986) POSITION- 44 53 14.     (N) 097 40 09.     (W)   SCALED
 PR0607* NAVD 88 ORTHO HEIGHT -   544.345 (meters)     1785.91  (feet) ADJUSTED
 PR0607  ______________________________________________________________________
 PR0607  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 PR0607  DYNAMIC HEIGHT  -        544.265 (meters)     1785.64  (feet) COMP
 PR0607  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR0607
 PR0607  VERT ORDER      -  SECOND    CLASS 0
 PR0607
 PR0607.The horizontal coordinates were scaled from a map and have
 PR0607.an estimated accuracy of +/- 6 seconds.
 PR0607
 PR0607.The orthometric height was determined by differential leveling and
 PR0607.adjusted by the NATIONAL GEODETIC SURVEY
 PR0607.in June 1991.
 PR0607
 PR0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0607.GEOID18 height accuracy estimate available here.
 PR0607
 PR0607.Click photographs - Photos may exist for this station.
 PR0607
 PR0607.The dynamic height is computed by dividing the NAVD 88
 PR0607.geopotential number by the normal gravity value computed on the
 PR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0607.degrees latitude (g = 980.6199 gals.).
 PR0607
 PR0607.The modeled gravity was interpolated from observed gravity values.
 PR0607
 PR0607;                    North         East    Units  Estimated Accuracy
 PR0607;SPC SD N     -   119,760.      784,100.      MT  (+/- 180 meters Scaled)
 PR0607
 PR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ050712(NAD 83)
 PR0607
 PR0607                          SUPERSEDED SURVEY CONTROL
 PR0607
 PR0607  NGVD 29 (??/??/92)  544.03   (m)         1784.9    (f) COMPUTED    2 0
 PR0607
 PR0607.Superseded values are not recommended for survey control.
 PR0607
 PR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0607.See file dsdata.pdf to determine how the superseded data were derived.
 PR0607
 PR0607_MARKER: R = RIVET
 PR0607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0607_SP_SET: HEADWALL
 PR0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0607+STABILITY: SURFACE MOTION
 PR0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0607+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 PR0607
 PR0607  HISTORY     - Date     Condition        Report By
 PR0607  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0607  HISTORY     - 1934     GOOD             CGS
 PR0607  HISTORY     - 19950913 GOOD             NGS
 PR0607
 PR0607                          STATION DESCRIPTION
 PR0607
 PR0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0607'3.2 MI E FROM CLARK.
 PR0607'3.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0607'THE STATION AT CLARK, CLARK COUNTY, AT BRIDGE D 407, IN THE TOP
 PR0607'OF THE EAST END OF THE SOUTH STONE HEAD WALL, 11-1/2 FEET SOUTH
 PR0607'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 PR0607'TRACK.  A STANDARD MONEL-METAL RIVET.
 PR0607
 PR0607                          STATION RECOVERY (1995)
 PR0607
 PR0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0607'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 PR0607'IN CLARK, THENCE 6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 PR0607'THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG COUNTY ROAD 4, THENCE 1.1 KM
 PR0607'(0.70 MI) WESTERLY ALONG AN ABANDONED RAILROAD GRADE, A RIVET NEAR THE
 PR0607'EAST END OF THE SOUTH STONE HEADWALL OF A CULVERT, 4.6 M (15.1 FT)
 PR0607'SOUTH OF THE CENTER OF THE RAILROAD GRADE, AND 0.3 M (1.0 FT) BELOW
 PR0607'THE LEVEL OF THE GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0475 ***********************************************************************
 PT0475  DESIGNATION -  RV 2
 PT0475  PID         -  PT0475
 PT0475  STATE/COUNTY-  SD/HAAKON
 PT0475  COUNTRY     -  US
 PT0475  USGS QUAD   -  NOWLIN (2017)
 PT0475
 PT0475                         *CURRENT SURVEY CONTROL
 PT0475  ______________________________________________________________________
 PT0475* NAD 83(1986) POSITION- 44 03 10.     (N) 101 19 35.     (W)   SCALED
 PT0475* NAVD 88 ORTHO HEIGHT -   595.90  (+/-2cm)     1955.0   (feet) VERTCON3
 PT0475  ______________________________________________________________________
 PT0475  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 PT0475  VERT ORDER      -  ? (See Below)
 PT0475
 PT0475.The horizontal coordinates were scaled from a map and have
 PT0475.an estimated accuracy of +/- 6 seconds.
 PT0475
 PT0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0475
 PT0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0475.GEOID18 height accuracy estimate available here.
 PT0475
 PT0475.The vertical order pertains to the NGVD 29 superseded value.
 PT0475
 PT0475.Click photographs - Photos may exist for this station.
 PT0475
 PT0475;                    North         East    Units  Estimated Accuracy
 PT0475;SPC SD S     -   191,500.      520,430.      MT  (+/- 180 meters Scaled)
 PT0475
 PT0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP136803(NAD 83)
 PT0475
 PT0475                          SUPERSEDED SURVEY CONTROL
 PT0475
 PT0475  NGVD 29 (??/??/92)  595.443  (m)         1953.55   (f) ADJ UNCH       
 PT0475
 PT0475.Superseded values are not recommended for survey control.
 PT0475
 PT0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0475.See file dsdata.pdf to determine how the superseded data were derived.
 PT0475
 PT0475_MARKER: R = RIVET
 PT0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0475_SP_SET: BRIDGE
 PT0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0475
 PT0475  HISTORY     - Date     Condition        Report By
 PT0475  HISTORY     - UNK      MONUMENTED       CNWRR
 PT0475  HISTORY     - 1950     MARK NOT FOUND   CGS
 PT0475
 PT0475                          STATION DESCRIPTION
 PT0475
 PT0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PT0475'1.3 MI W FROM NOWLIN.
 PT0475'1.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0475'THE STATION AT NOWLIN, HAAKON COUNTY, AND IN BRIDGE 1659.0.  A
 PT0475'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1670 ***********************************************************************
 PU1670  DESIGNATION -  RV 2
 PU1670  PID         -  PU1670
 PU1670  STATE/COUNTY-  SD/PENNINGTON
 PU1670  COUNTRY     -  US
 PU1670  USGS QUAD   -  SILVER CITY (2017)
 PU1670
 PU1670                         *CURRENT SURVEY CONTROL
 PU1670  ______________________________________________________________________
 PU1670* NAD 83(1986) POSITION- 44 05 03.95   (N) 103 34 48.22   (W)   HD_HELD1
 PU1670* NAVD 88 ORTHO HEIGHT -  1413.299 (meters)     4636.80  (feet) ADJUSTED
 PU1670  ______________________________________________________________________
 PU1670  GEOID HEIGHT    -        -13.745 (meters)                     GEOID18
 PU1670  DYNAMIC HEIGHT  -       1412.717 (meters)     4634.89  (feet) COMP
 PU1670  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 PU1670
 PU1670  VERT ORDER      -  SECOND    CLASS 0
 PU1670
 PU1670.The horizontal coordinates were determined by differentially corrected
 PU1670.hand held GPS observations or other comparable positioning techniques
 PU1670.and have an estimated accuracy of +/- 3 meters.
 PU1670
 PU1670.The orthometric height was determined by differential leveling and
 PU1670.adjusted by the NATIONAL GEODETIC SURVEY
 PU1670.in June 1991.
 PU1670
 PU1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1670.GEOID18 height accuracy estimate available here.
 PU1670
 PU1670.Click photographs - Photos may exist for this station.
 PU1670
 PU1670.The dynamic height is computed by dividing the NAVD 88
 PU1670.geopotential number by the normal gravity value computed on the
 PU1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1670.degrees latitude (g = 980.6199 gals.).
 PU1670
 PU1670.The modeled gravity was interpolated from observed gravity values.
 PU1670
 PU1670;                    North         East    Units  Estimated Accuracy
 PU1670;SPC SD S     -   199,617.3     340,043.7     MT  (+/- 3 meters HH1 GPS) 
 PU1670
 PU1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1368182230(NAD 83)
 PU1670
 PU1670                          SUPERSEDED SURVEY CONTROL
 PU1670
 PU1670  NGVD 29 (??/??/92) 1412.709  (m)         4634.86   (f) ADJ UNCH    2 0
 PU1670
 PU1670.Superseded values are not recommended for survey control.
 PU1670
 PU1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1670.See file dsdata.pdf to determine how the superseded data were derived.
 PU1670
 PU1670_MARKER: R = RIVET
 PU1670_SETTING: 66 = SET IN ROCK OUTCROP
 PU1670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1670+STABILITY: POSITION/ELEVATION WELL
 PU1670
 PU1670  HISTORY     - Date     Condition        Report By
 PU1670  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1670  HISTORY     - 1934     GOOD             CGS
 PU1670  HISTORY     - 20100520 POOR             INDIV
 PU1670
 PU1670                          STATION DESCRIPTION
 PU1670
 PU1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1670'5.4 MI W FROM PACTOLA.
 PU1670'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 4.1
 PU1670'MILES EAST OF RAILROAD JUNCTION, IN THE TOP OF A FLAT ROCK
 PU1670'OUTCROP BETWEEN ROAD AND RAILROAD, 14 RAILS NORTHEAST OF BRIDGE
 PU1670'NO. 28.26, 50 FEET WEST OF THE CENTERLINE OF ROAD CROSSING,
 PU1670'7.5 FEET NORTH OF THE NORTH RAIL, AND 18 FEET SOUTH OF THE
 PU1670'CENTERLINE OF ROAD.  A STANDARD MONEL-METAL RIVET.
 PU1670
 PU1670                          STATION RECOVERY (2010)
 PU1670
 PU1670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFP)
 PU1670'THE PROBABLE LOCATION OF THE MONUMENT WAS FOUND. THIS SURVEYOR IS
 PU1670'FAMILIAR WITH THIS TYPE OF MONUMENT AND WHAT IT SHOULD RESEMBLE.  THE
 PU1670'STUB OF THE MONEL-METAL RIVET WAS FOUND IN A DRILL HOLE IN A FLAT GRAY
 PU1670'COLORED ROCK FLUSH WITH THE GROUND.
 PU1670'
 PU1670'THE TOP OF THE RIVET HAS BEEN SHEARED OFF BY A BLADE EITHER GRADING
 PU1670'THE TRAIL OR REMOVING SNOW TO THE AREA OF A STREAM GAGING STATION.
 PU1670'THIS WOULD MAKE THE MONUMENT ELEVATION APPROXIMATELY 0.02 FEET LOWER
 PU1670'THAN WHERE THE TOP OF THE RIVET HAD BEEN.
 PU1670'
 PU1670'THE RAILROAD HAS BEEN GONE SINCE 1948.  THE ROAD IN THE ORIGINAL
 PU1670'DESCRIPTION IS NOW IN A DIFFERENT LOCATION.  THE FLAT ROCK CONTAINING
 PU1670'THE RIVET WOULD BE IN THE LOCATION BETWEEN THE OLD ROAD AND OLD
 PU1670'RAILROAD. IT IS NOW ALONG THE NORTH EDGE OF A TRAIL ROAD THAT IS ALSO
 PU1670'KNOWN AS THE DEERFIELD HIKING TRAIL WEST OF SILVER CITY.
 PU1670'
 PU1670'A STREAM GAGING STATION CONSISTING OF A SMALL WOODEN BUILDING IS TO
 PU1670'THE WEST OF THE MONUMENT WITH THE NEAR CORNER OF THE BUILDING BEING 36
 PU1670'FEET WEST OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0243 ***********************************************************************
 PS0243  DESIGNATION -  RV 2
 PS0243  PID         -  PS0243
 PS0243  STATE/COUNTY-  SD/FAULK
 PS0243  COUNTRY     -  US
 PS0243  USGS QUAD   -  MIRANDA (2017)
 PS0243
 PS0243                         *CURRENT SURVEY CONTROL
 PS0243  ______________________________________________________________________
 PS0243* NAD 83(1986) POSITION- 44 58 13.     (N) 098 58 04.     (W)   SCALED
 PS0243* NAVD 88 ORTHO HEIGHT -   440.158 (meters)     1444.09  (feet) ADJUSTED
 PS0243  ______________________________________________________________________
 PS0243  GEOID HEIGHT    -        -23.913 (meters)                     GEOID18
 PS0243  DYNAMIC HEIGHT  -        440.106 (meters)     1443.91  (feet) COMP
 PS0243  MODELED GRAVITY -    980,486.4   (mgal)                       NAVD 88
 PS0243
 PS0243  VERT ORDER      -  FIRST     CLASS II
 PS0243
 PS0243.The horizontal coordinates were scaled from a map and have
 PS0243.an estimated accuracy of +/- 6 seconds.
 PS0243
 PS0243.The orthometric height was determined by differential leveling and
 PS0243.adjusted by the NATIONAL GEODETIC SURVEY
 PS0243.in June 1991.
 PS0243
 PS0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0243.GEOID18 height accuracy estimate available here.
 PS0243
 PS0243.Click photographs - Photos may exist for this station.
 PS0243
 PS0243.The dynamic height is computed by dividing the NAVD 88
 PS0243.geopotential number by the normal gravity value computed on the
 PS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0243.degrees latitude (g = 980.6199 gals.).
 PS0243
 PS0243.The modeled gravity was interpolated from observed gravity values.
 PS0243
 PS0243;                    North         East    Units  Estimated Accuracy
 PS0243;SPC SD N     -   126,860.      681,420.      MT  (+/- 180 meters Scaled)
 PS0243
 PS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ025796(NAD 83)
 PS0243
 PS0243                          SUPERSEDED SURVEY CONTROL
 PS0243
 PS0243  NGVD 29 (??/??/92)  439.837  (m)         1443.03   (f) ADJ UNCH    1 2
 PS0243
 PS0243.Superseded values are not recommended for survey control.
 PS0243
 PS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0243.See file dsdata.pdf to determine how the superseded data were derived.
 PS0243
 PS0243_MARKER: R = RIVET
 PS0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0243_SP_SET: STONE FOOTING
 PS0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0243
 PS0243  HISTORY     - Date     Condition        Report By
 PS0243  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0243  HISTORY     - 1934     GOOD             CGS
 PS0243
 PS0243                          STATION DESCRIPTION
 PS0243
 PS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0243'AT MIRANDA.
 PS0243'AT MIRANDA, FAULK COUNTY, ABOUT 160 FEET WEST OF THE CHICAGO
 PS0243'AND NORTH WESTERN RAILWAY STATION, AT THE WATER TANK, 12 FEET
 PS0243'NORTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF THE SOUTHWEST
 PS0243'CORNER OF THE SOUTHEAST STONE FOOTING, AND ABOUT 1-1/2 FEET
 PS0243'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0335 ***********************************************************************
 PT0335  DESIGNATION -  RV 2
 PT0335  PID         -  PT0335
 PT0335  STATE/COUNTY-  SD/JONES
 PT0335  COUNTRY     -  US
 PT0335  USGS QUAD   -  VAN METRE (2017)
 PT0335
 PT0335                         *CURRENT SURVEY CONTROL
 PT0335  ______________________________________________________________________
 PT0335* NAD 83(1986) POSITION- 44 09 33.     (N) 100 47 44.     (W)   SCALED
 PT0335* NAVD 88 ORTHO HEIGHT -   516.812 (meters)     1695.57  (feet) ADJUSTED
 PT0335  ______________________________________________________________________
 PT0335  GEOID HEIGHT    -        -23.491 (meters)                     GEOID18
 PT0335  DYNAMIC HEIGHT  -        516.677 (meters)     1695.13  (feet) COMP
 PT0335  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 PT0335
 PT0335  VERT ORDER      -  SECOND    CLASS 0
 PT0335
 PT0335.The horizontal coordinates were scaled from a map and have
 PT0335.an estimated accuracy of +/- 6 seconds.
 PT0335
 PT0335.The orthometric height was determined by differential leveling and
 PT0335.adjusted by the NATIONAL GEODETIC SURVEY
 PT0335.in June 1991.
 PT0335
 PT0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0335.GEOID18 height accuracy estimate available here.
 PT0335
 PT0335.Click photographs - Photos may exist for this station.
 PT0335
 PT0335.The dynamic height is computed by dividing the NAVD 88
 PT0335.geopotential number by the normal gravity value computed on the
 PT0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0335.degrees latitude (g = 980.6199 gals.).
 PT0335
 PT0335.The modeled gravity was interpolated from observed gravity values.
 PT0335
 PT0335;                    North         East    Units  Estimated Accuracy
 PT0335;SPC SD S     -   202,940.      563,030.      MT  (+/- 180 meters Scaled)
 PT0335
 PT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP564911(NAD 83)
 PT0335
 PT0335                          SUPERSEDED SURVEY CONTROL
 PT0335
 PT0335  NGVD 29 (??/??/92)  516.389  (m)         1694.19   (f) ADJ UNCH    2 0
 PT0335
 PT0335.Superseded values are not recommended for survey control.
 PT0335
 PT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0335.See file dsdata.pdf to determine how the superseded data were derived.
 PT0335
 PT0335_MARKER: R = RIVET
 PT0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PT0335_SP_SET: CULVERT
 PT0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0335
 PT0335  HISTORY     - Date     Condition        Report By
 PT0335  HISTORY     - UNK      MONUMENTED       CNWRR
 PT0335  HISTORY     - 1934     GOOD             CGS
 PT0335  HISTORY     - 1942     GOOD             CGS
 PT0335
 PT0335                          STATION DESCRIPTION
 PT0335
 PT0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0335'AT VAN METRE.
 PT0335'AT VAN METRE, JONES COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PT0335'RAILWAY, 200 FEET WEST OF THE STATION, AT MILEPOST 513, AND IN
 PT0335'THE NORTH HEADWALL OF A CULVERT.  A STANDARD MONEL-METAL RIVET.
 PT0335
 PT0335                          STATION RECOVERY (1942)
 PT0335
 PT0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PT0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0287 ***********************************************************************
 PR0287  DESIGNATION -  RV 20
 PR0287  PID         -  PR0287
 PR0287  STATE/COUNTY-  SD/DEUEL
 PR0287  COUNTRY     -  US
 PR0287  USGS QUAD   -  LAKE FRANCIS (2017)
 PR0287
 PR0287                         *CURRENT SURVEY CONTROL
 PR0287  ______________________________________________________________________
 PR0287* NAD 83(1986) POSITION- 44 50 16.     (N) 096 36 05.     (W)   SCALED
 PR0287* NAVD 88 ORTHO HEIGHT -   516.440 (meters)     1694.35  (feet) ADJUSTED
 PR0287  ______________________________________________________________________
 PR0287  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 PR0287  DYNAMIC HEIGHT  -        516.371 (meters)     1694.13  (feet) COMP
 PR0287  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PR0287
 PR0287  VERT ORDER      -  SECOND    CLASS 0
 PR0287
 PR0287.The horizontal coordinates were scaled from a map and have
 PR0287.an estimated accuracy of +/- 6 seconds.
 PR0287
 PR0287.The orthometric height was determined by differential leveling and
 PR0287.adjusted by the NATIONAL GEODETIC SURVEY
 PR0287.in June 1991.
 PR0287
 PR0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0287.GEOID18 height accuracy estimate available here.
 PR0287
 PR0287.Click photographs - Photos may exist for this station.
 PR0287
 PR0287.The dynamic height is computed by dividing the NAVD 88
 PR0287.geopotential number by the normal gravity value computed on the
 PR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0287.degrees latitude (g = 980.6199 gals.).
 PR0287
 PR0287.The modeled gravity was interpolated from observed gravity values.
 PR0287
 PR0287;                    North         East    Units  Estimated Accuracy
 PR0287;SPC SD N     -   117,260.      868,630.      MT  (+/- 180 meters Scaled)
 PR0287
 PR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ895677(NAD 83)
 PR0287
 PR0287                          SUPERSEDED SURVEY CONTROL
 PR0287
 PR0287  NGVD 29 (??/??/92)  516.197  (m)         1693.56   (f) ADJ UNCH    2 0
 PR0287
 PR0287.Superseded values are not recommended for survey control.
 PR0287
 PR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0287.See file dsdata.pdf to determine how the superseded data were derived.
 PR0287
 PR0287_MARKER: R = RIVET
 PR0287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0287_SP_SET: CULVERT HEADWALL
 PR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0287+STABILITY: SURFACE MOTION
 PR0287
 PR0287  HISTORY     - Date     Condition        Report By
 PR0287  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0287  HISTORY     - 1973     GOOD             USGS
 PR0287
 PR0287                          STATION DESCRIPTION
 PR0287
 PR0287'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0287'2.5 MI N FROM MORITZ.
 PR0287'MORITZ 0.5 MILE NORTH, 2 MILE WEST OF, T 116 N, R 48 W, NEAR
 PR0287'1/4 COR OF SECS 20 - 21, ALTAMONT 4 MILE EAST, 0.5 MILE SOUTH OF,
 PR0287'165 FEET EAST OF SECTION ROAD AT CROSSING OF THE OLD RAILROAD
 PR0287'GRADE, IN THE TOP OF THE EAST STONE HEADWALL OF CULVERT UNDER
 PR0287'THE OLD GRADE, A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0288 ***********************************************************************
 PR0288  DESIGNATION -  RV 21
 PR0288  PID         -  PR0288
 PR0288  STATE/COUNTY-  SD/DEUEL
 PR0288  COUNTRY     -  US
 PR0288  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0288
 PR0288                         *CURRENT SURVEY CONTROL
 PR0288  ______________________________________________________________________
 PR0288* NAD 83(1986) POSITION- 44 50 28.     (N) 096 37 50.     (W)   SCALED
 PR0288* NAVD 88 ORTHO HEIGHT -   521.352 (meters)     1710.47  (feet) ADJUSTED
 PR0288  ______________________________________________________________________
 PR0288  GEOID HEIGHT    -        -25.396 (meters)                     GEOID18
 PR0288  DYNAMIC HEIGHT  -        521.281 (meters)     1710.24  (feet) COMP
 PR0288  MODELED GRAVITY -    980,464.3   (mgal)                       NAVD 88
 PR0288
 PR0288  VERT ORDER      -  SECOND    CLASS 0
 PR0288
 PR0288.The horizontal coordinates were scaled from a map and have
 PR0288.an estimated accuracy of +/- 6 seconds.
 PR0288
 PR0288.The orthometric height was determined by differential leveling and
 PR0288.adjusted by the NATIONAL GEODETIC SURVEY
 PR0288.in June 1991.
 PR0288
 PR0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0288.GEOID18 height accuracy estimate available here.
 PR0288
 PR0288.Click photographs - Photos may exist for this station.
 PR0288
 PR0288.The dynamic height is computed by dividing the NAVD 88
 PR0288.geopotential number by the normal gravity value computed on the
 PR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0288.degrees latitude (g = 980.6199 gals.).
 PR0288
 PR0288.The modeled gravity was interpolated from observed gravity values.
 PR0288
 PR0288;                    North         East    Units  Estimated Accuracy
 PR0288;SPC SD N     -   117,530.      866,310.      MT  (+/- 180 meters Scaled)
 PR0288
 PR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ872680(NAD 83)
 PR0288
 PR0288                          SUPERSEDED SURVEY CONTROL
 PR0288
 PR0288  NGVD 29 (??/??/92)  521.105  (m)         1709.66   (f) ADJ UNCH    2 0
 PR0288
 PR0288.Superseded values are not recommended for survey control.
 PR0288
 PR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0288.See file dsdata.pdf to determine how the superseded data were derived.
 PR0288
 PR0288_MARKER: R = RIVET
 PR0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0288_SP_SET: BRIDGE
 PR0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0288
 PR0288  HISTORY     - Date     Condition        Report By
 PR0288  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0288  HISTORY     - 1934     GOOD             CGS
 PR0288  HISTORY     - 1938     GOOD             CGS
 PR0288
 PR0288                          STATION DESCRIPTION
 PR0288
 PR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0288'3.1 MI E FROM ALTAMOUNT.
 PR0288'ABOUT 3.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0288'FROM THE WATER TOWER AT ALTAMOUNT, DEUEL COUNTY, AT BRIDGE 770,
 PR0288'IN THE TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL, AND
 PR0288'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 PR0288
 PR0288                          STATION RECOVERY (1938)
 PR0288
 PR0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 PR0288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1388 ***********************************************************************
 PU1388  DESIGNATION -  RV 218
 PU1388  PID         -  PU1388
 PU1388  STATE/COUNTY-  SD/PENNINGTON
 PU1388  COUNTRY     -  US
 PU1388  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1388
 PU1388                         *CURRENT SURVEY CONTROL
 PU1388  ______________________________________________________________________
 PU1388* NAD 83(1986) POSITION- 44 06 26.     (N) 103 16 36.     (W)   SCALED
 PU1388* NAVD 88 ORTHO HEIGHT -  1033.893 (meters)     3392.03  (feet) ADJUSTED
 PU1388  ______________________________________________________________________
 PU1388  GEOID HEIGHT    -        -15.547 (meters)                     GEOID18
 PU1388  DYNAMIC HEIGHT  -       1033.555 (meters)     3390.92  (feet) COMP
 PU1388  MODELED GRAVITY -    980,255.1   (mgal)                       NAVD 88
 PU1388
 PU1388  VERT ORDER      -  FIRST     CLASS II
 PU1388
 PU1388.The horizontal coordinates were scaled from a map and have
 PU1388.an estimated accuracy of +/- 6 seconds.
 PU1388
 PU1388.The orthometric height was determined by differential leveling and
 PU1388.adjusted by the NATIONAL GEODETIC SURVEY
 PU1388.in June 1991.
 PU1388
 PU1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1388.GEOID18 height accuracy estimate available here.
 PU1388
 PU1388.Click photographs - Photos may exist for this station.
 PU1388
 PU1388.The dynamic height is computed by dividing the NAVD 88
 PU1388.geopotential number by the normal gravity value computed on the
 PU1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1388.degrees latitude (g = 980.6199 gals.).
 PU1388
 PU1388.The modeled gravity was interpolated from observed gravity values.
 PU1388
 PU1388;                    North         East    Units  Estimated Accuracy
 PU1388;SPC SD S     -   201,240.      364,420.      MT  (+/- 180 meters Scaled)
 PU1388
 PU1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ379852(NAD 83)
 PU1388
 PU1388                          SUPERSEDED SURVEY CONTROL
 PU1388
 PU1388  NGVD 29 (??/??/92) 1033.418  (m)         3390.47   (f) ADJ UNCH    1 2
 PU1388
 PU1388.Superseded values are not recommended for survey control.
 PU1388
 PU1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1388.See file dsdata.pdf to determine how the superseded data were derived.
 PU1388
 PU1388_MARKER: R = RIVET
 PU1388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1388_SP_SET: CULVERT HEADWALL
 PU1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1388+STABILITY: SURFACE MOTION
 PU1388
 PU1388  HISTORY     - Date     Condition        Report By
 PU1388  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1388  HISTORY     - 1962     GOOD             CGS
 PU1388
 PU1388                          STATION DESCRIPTION
 PU1388
 PU1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1388'3.4 MI NW FROM RAPID CITY.
 PU1388'ABOUT 3.45 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1388'RAILWAY FROM THE STATION AT RAPID CITY, 0.3 MILE SOUTHEAST OF
 PU1388'A ROAD CROSSING, 6 1/2 POLES NORTHWEST OF MILE POST 103, 18 FEET
 PU1388'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, ABOUT 4 FEET
 PU1388'BELOW THE LEVEL OF THE TRACKS, A MONEL RIVET SET IN THE TOP OF THE
 PU1388'NORTH CORNER OF THE NORTHEAST STONE HEADWALL OF A PIPE TYPE
 PU1388'CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0290 ***********************************************************************
 PR0290  DESIGNATION -  RV 22
 PR0290  PID         -  PR0290
 PR0290  STATE/COUNTY-  SD/DEUEL
 PR0290  COUNTRY     -  US
 PR0290  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0290
 PR0290                         *CURRENT SURVEY CONTROL
 PR0290  ______________________________________________________________________
 PR0290* NAD 83(1986) POSITION- 44 50 28.     (N) 096 39 41.     (W)   SCALED
 PR0290* NAVD 88 ORTHO HEIGHT -   535.602 (meters)     1757.22  (feet) ADJUSTED
 PR0290  ______________________________________________________________________
 PR0290  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 PR0290  DYNAMIC HEIGHT  -        535.527 (meters)     1756.97  (feet) COMP
 PR0290  MODELED GRAVITY -    980,460.1   (mgal)                       NAVD 88
 PR0290
 PR0290  VERT ORDER      -  SECOND    CLASS 0
 PR0290
 PR0290.The horizontal coordinates were scaled from a map and have
 PR0290.an estimated accuracy of +/- 6 seconds.
 PR0290
 PR0290.The orthometric height was determined by differential leveling and
 PR0290.adjusted by the NATIONAL GEODETIC SURVEY
 PR0290.in June 1991.
 PR0290
 PR0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0290.GEOID18 height accuracy estimate available here.
 PR0290
 PR0290.Click photographs - Photos may exist for this station.
 PR0290
 PR0290.The dynamic height is computed by dividing the NAVD 88
 PR0290.geopotential number by the normal gravity value computed on the
 PR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0290.degrees latitude (g = 980.6199 gals.).
 PR0290
 PR0290.The modeled gravity was interpolated from observed gravity values.
 PR0290
 PR0290;                    North         East    Units  Estimated Accuracy
 PR0290;SPC SD N     -   117,430.      863,880.      MT  (+/- 180 meters Scaled)
 PR0290
 PR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ848679(NAD 83)
 PR0290
 PR0290                          SUPERSEDED SURVEY CONTROL
 PR0290
 PR0290  NGVD 29 (??/??/92)  535.351  (m)         1756.40   (f) ADJ UNCH    2 0
 PR0290
 PR0290.Superseded values are not recommended for survey control.
 PR0290
 PR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0290.See file dsdata.pdf to determine how the superseded data were derived.
 PR0290
 PR0290_MARKER: R = RIVET
 PR0290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0290_SP_SET: CULVERT HEADWALL
 PR0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0290+STABILITY: SURFACE MOTION
 PR0290
 PR0290  HISTORY     - Date     Condition        Report By
 PR0290  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0290  HISTORY     - 1973     GOOD             USGS
 PR0290
 PR0290                          STATION DESCRIPTION
 PR0290
 PR0290'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0290'2 MI SE FROM ALTAMONT.
 PR0290'ALTAMONT 0.6 MILE SOUTH 1.4 MILE EAST OF, T 116 N, R 49 W,
 PR0290'IN THE SW 1/4 OF SECTION 24, IN THE EAST END OF SOUTH STONE
 PR0290'HEADWALL OF A CULVERT UNDER THE OLD RR GRADE, A STANDARD MONEL METAL
 PR0290'RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1390 ***********************************************************************
 PU1390  DESIGNATION -  RV 222
 PU1390  PID         -  PU1390
 PU1390  STATE/COUNTY-  SD/PENNINGTON
 PU1390  COUNTRY     -  US
 PU1390  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1390
 PU1390                         *CURRENT SURVEY CONTROL
 PU1390  ______________________________________________________________________
 PU1390* NAD 83(1986) POSITION- 44 06 48.     (N) 103 16 43.     (W)   SCALED
 PU1390* NAVD 88 ORTHO HEIGHT -  1043.183 (meters)     3422.51  (feet) ADJUSTED
 PU1390  ______________________________________________________________________
 PU1390  GEOID HEIGHT    -        -15.544 (meters)                     GEOID18
 PU1390  DYNAMIC HEIGHT  -       1042.840 (meters)     3421.38  (feet) COMP
 PU1390  MODELED GRAVITY -    980,253.7   (mgal)                       NAVD 88
 PU1390
 PU1390  VERT ORDER      -  FIRST     CLASS II
 PU1390
 PU1390.The horizontal coordinates were scaled from a map and have
 PU1390.an estimated accuracy of +/- 6 seconds.
 PU1390
 PU1390.The orthometric height was determined by differential leveling and
 PU1390.adjusted by the NATIONAL GEODETIC SURVEY
 PU1390.in June 1991.
 PU1390
 PU1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1390.GEOID18 height accuracy estimate available here.
 PU1390
 PU1390.Click photographs - Photos may exist for this station.
 PU1390
 PU1390.The dynamic height is computed by dividing the NAVD 88
 PU1390.geopotential number by the normal gravity value computed on the
 PU1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1390.degrees latitude (g = 980.6199 gals.).
 PU1390
 PU1390.The modeled gravity was interpolated from observed gravity values.
 PU1390
 PU1390;                    North         East    Units  Estimated Accuracy
 PU1390;SPC SD S     -   201,930.      364,280.      MT  (+/- 180 meters Scaled)
 PU1390
 PU1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ377859(NAD 83)
 PU1390
 PU1390                          SUPERSEDED SURVEY CONTROL
 PU1390
 PU1390  NGVD 29 (??/??/92) 1042.706  (m)         3420.94   (f) ADJ UNCH    1 2
 PU1390
 PU1390.Superseded values are not recommended for survey control.
 PU1390
 PU1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1390.See file dsdata.pdf to determine how the superseded data were derived.
 PU1390
 PU1390_MARKER: R = RIVET
 PU1390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1390_SP_SET: CULVERT HEADWALL
 PU1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1390+STABILITY: SURFACE MOTION
 PU1390
 PU1390  HISTORY     - Date     Condition        Report By
 PU1390  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1390  HISTORY     - 1962     GOOD             CGS
 PU1390
 PU1390                          STATION DESCRIPTION
 PU1390
 PU1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1390'3.8 MI NW FROM RAPID CITY.
 PU1390'ABOUT 3.85 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1390'RAILWAY FROM THE STATION AT RAPID CITY, 0.35 MILE OF 11 1/4
 PU1390'POLES SOUTHEAST OF MILE POST 104, 10 RAILS NORTHWEST OF A ROAD
 PU1390'CROSSING, 13 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 3
 PU1390'FEET BELOW THE LEVEL OF THE RAILS, AND A MONEL RIVET SET IN THE
 PU1390'TOP OF THE NORTHWEST END OF THE NORTHEAST STONE HEADWALL OF A
 PU1390'PIPE TYPE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1394 ***********************************************************************
 PU1394  DESIGNATION -  RV 225
 PU1394  PID         -  PU1394
 PU1394  STATE/COUNTY-  SD/PENNINGTON
 PU1394  COUNTRY     -  US
 PU1394  USGS QUAD   -  BLACKHAWK (2017)
 PU1394
 PU1394                         *CURRENT SURVEY CONTROL
 PU1394  ______________________________________________________________________
 PU1394* NAD 83(1986) POSITION- 44 07 46.     (N) 103 17 36.     (W)   SCALED
 PU1394* NAVD 88 ORTHO HEIGHT -  1054.280 (meters)     3458.92  (feet) ADJUSTED
 PU1394  ______________________________________________________________________
 PU1394  GEOID HEIGHT    -        -15.490 (meters)                     GEOID18
 PU1394  DYNAMIC HEIGHT  -       1053.927 (meters)     3457.76  (feet) COMP
 PU1394  MODELED GRAVITY -    980,247.2   (mgal)                       NAVD 88
 PU1394
 PU1394  VERT ORDER      -  FIRST     CLASS II
 PU1394
 PU1394.The horizontal coordinates were scaled from a map and have
 PU1394.an estimated accuracy of +/- 6 seconds.
 PU1394
 PU1394.The orthometric height was determined by differential leveling and
 PU1394.adjusted by the NATIONAL GEODETIC SURVEY
 PU1394.in June 1991.
 PU1394
 PU1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1394.GEOID18 height accuracy estimate available here.
 PU1394
 PU1394.Click photographs - Photos may exist for this station.
 PU1394
 PU1394.The dynamic height is computed by dividing the NAVD 88
 PU1394.geopotential number by the normal gravity value computed on the
 PU1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1394.degrees latitude (g = 980.6199 gals.).
 PU1394
 PU1394.The modeled gravity was interpolated from observed gravity values.
 PU1394
 PU1394;                    North         East    Units  Estimated Accuracy
 PU1394;SPC SD S     -   203,760.      363,170.      MT  (+/- 180 meters Scaled)
 PU1394
 PU1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ365876(NAD 83)
 PU1394
 PU1394                          SUPERSEDED SURVEY CONTROL
 PU1394
 PU1394  NGVD 29 (??/??/92) 1053.796  (m)         3457.33   (f) ADJ UNCH    1 2
 PU1394
 PU1394.Superseded values are not recommended for survey control.
 PU1394
 PU1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1394.See file dsdata.pdf to determine how the superseded data were derived.
 PU1394
 PU1394_MARKER: R = RIVET
 PU1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1394_SP_SET: BRIDGE
 PU1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1394
 PU1394  HISTORY     - Date     Condition        Report By
 PU1394  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1394  HISTORY     - 1962     GOOD             CGS
 PU1394  HISTORY     - 20120809 MARK NOT FOUND   INDIV
 PU1394
 PU1394                          STATION DESCRIPTION
 PU1394
 PU1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1394'5.2 MI NW FROM RAPID CITY.
 PU1394'ABOUT 5.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1394'RAILWAY FROM THE STATION AT RAPID CITY, ABOUT 0.8 MILE SOUTHEAST
 PU1394'OF THE MEADE-PENNINGTON COUNTY LINE, 2 POLES SOUTHEAST OF MILE
 PU1394'POST 105, AT THE SOUTHEAST END OF A STEEL GIRDER RAILED BRIDGE OVER
 PU1394'BOX ELDER CREEK, 3 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 PU1394'NORTHEAST STEEL GIRDER OF THE BRIDGE, 4 FEET NORTHEAST OF THE
 PU1394'NORTHEAST RAIL, 3 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 PU1394'ABUTMENT, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 PU1394'IN THE TOP OF THE SOUTHEAST EDGE OF THE SOUTHEAST CONCRETE
 PU1394'ABUTMENT.
 PU1394
 PU1394                          STATION RECOVERY (2012)
 PU1394
 PU1394'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1394'CONCRETE ABUTMENT HAS BROKEN EDGE AND RIVET IS GONE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1405 ***********************************************************************
 PU1405  DESIGNATION -  RV 232
 PU1405  PID         -  PU1405
 PU1405  STATE/COUNTY-  SD/MEADE
 PU1405  COUNTRY     -  US
 PU1405  USGS QUAD   -  BLACKHAWK (2017)
 PU1405
 PU1405                         *CURRENT SURVEY CONTROL
 PU1405  ______________________________________________________________________
 PU1405* NAD 83(1986) POSITION- 44 11 30.     (N) 103 20 10.     (W)   SCALED
 PU1405* NAVD 88 ORTHO HEIGHT -  1103.674 (meters)     3620.97  (feet) ADJUSTED
 PU1405  ______________________________________________________________________
 PU1405  GEOID HEIGHT    -        -15.406 (meters)                     GEOID18
 PU1405  DYNAMIC HEIGHT  -       1103.297 (meters)     3619.73  (feet) COMP
 PU1405  MODELED GRAVITY -    980,238.0   (mgal)                       NAVD 88
 PU1405
 PU1405  VERT ORDER      -  FIRST     CLASS II
 PU1405
 PU1405.The horizontal coordinates were scaled from a map and have
 PU1405.an estimated accuracy of +/- 6 seconds.
 PU1405
 PU1405.The orthometric height was determined by differential leveling and
 PU1405.adjusted by the NATIONAL GEODETIC SURVEY
 PU1405.in June 1991.
 PU1405
 PU1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1405.GEOID18 height accuracy estimate available here.
 PU1405
 PU1405.Click photographs - Photos may exist for this station.
 PU1405
 PU1405.The dynamic height is computed by dividing the NAVD 88
 PU1405.geopotential number by the normal gravity value computed on the
 PU1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1405.degrees latitude (g = 980.6199 gals.).
 PU1405
 PU1405.The modeled gravity was interpolated from observed gravity values.
 PU1405
 PU1405;                    North         East    Units  Estimated Accuracy
 PU1405;SPC SD N     -    45,310.      333,350.      MT  (+/- 180 meters Scaled)
 PU1405
 PU1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ329945(NAD 83)
 PU1405
 PU1405                          SUPERSEDED SURVEY CONTROL
 PU1405
 PU1405  NGVD 29 (??/??/92) 1103.163  (m)         3619.29   (f) ADJ UNCH    1 2
 PU1405
 PU1405.Superseded values are not recommended for survey control.
 PU1405
 PU1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1405.See file dsdata.pdf to determine how the superseded data were derived.
 PU1405
 PU1405_MARKER: R = RIVET
 PU1405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1405_SP_SET: CULVERT HEADWALL
 PU1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1405+STABILITY: SURFACE MOTION
 PU1405
 PU1405  HISTORY     - Date     Condition        Report By
 PU1405  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1405  HISTORY     - 1962     GOOD             CGS
 PU1405  HISTORY     - 20120815 MARK NOT FOUND   INDIV
 PU1405
 PU1405                          STATION DESCRIPTION
 PU1405
 PU1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1405'10 MI NW FROM RAPID CITY.
 PU1405'ABOUT 10.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1405'RAILWAY FROM THE STATION AT RAPID CITY, 0.2 MILES SOUTHEAST OF
 PU1405'MILE POST 110, ABOUT 0.15 MILES SOUTH OF A TWO STORY FARMHOUSE,
 PU1405'2 1/2 POLES SOUTHEAST OF A ROAD CROSSING, 9 1/2 FEET NORTHEAST
 PU1405'OF THE NORTHEAST RAIL, 8 INCHES BELOW THE TOP OF THE RAILS,
 PU1405'A MONEL RIVET SET IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 PU1405'STONE HEADWALL OF A CULVERT.
 PU1405
 PU1405                          STATION RECOVERY (2012)
 PU1405
 PU1405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1415 ***********************************************************************
 PU1415  DESIGNATION -  RV 238 3/4
 PU1415  PID         -  PU1415
 PU1415  STATE/COUNTY-  SD/MEADE
 PU1415  COUNTRY     -  US
 PU1415  USGS QUAD   -  PIEDMONT (2017)
 PU1415
 PU1415                         *CURRENT SURVEY CONTROL
 PU1415  ______________________________________________________________________
 PU1415* NAD 83(1986) POSITION- 44 13 57.     (N) 103 23 11.     (W)   SCALED
 PU1415* NAVD 88 ORTHO HEIGHT -  1058.961 (meters)     3474.27  (feet) ADJUSTED
 PU1415  ______________________________________________________________________
 PU1415  GEOID HEIGHT    -        -15.269 (meters)                     GEOID18
 PU1415  DYNAMIC HEIGHT  -       1058.597 (meters)     3473.08  (feet) COMP
 PU1415  MODELED GRAVITY -    980,238.0   (mgal)                       NAVD 88
 PU1415
 PU1415  VERT ORDER      -  FIRST     CLASS II
 PU1415
 PU1415.The horizontal coordinates were scaled from a map and have
 PU1415.an estimated accuracy of +/- 6 seconds.
 PU1415
 PU1415.The orthometric height was determined by differential leveling and
 PU1415.adjusted by the NATIONAL GEODETIC SURVEY
 PU1415.in June 1991.
 PU1415
 PU1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1415.GEOID18 height accuracy estimate available here.
 PU1415
 PU1415.Click photographs - Photos may exist for this station.
 PU1415
 PU1415.The dynamic height is computed by dividing the NAVD 88
 PU1415.geopotential number by the normal gravity value computed on the
 PU1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1415.degrees latitude (g = 980.6199 gals.).
 PU1415
 PU1415.The modeled gravity was interpolated from observed gravity values.
 PU1415
 PU1415;                    North         East    Units  Estimated Accuracy
 PU1415;SPC SD N     -    50,020.      329,520.      MT  (+/- 180 meters Scaled)
 PU1415
 PU1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ288989(NAD 83)
 PU1415
 PU1415                          SUPERSEDED SURVEY CONTROL
 PU1415
 PU1415  NGVD 29 (??/??/92) 1058.451  (m)         3472.60   (f) ADJ UNCH    1 2
 PU1415
 PU1415.Superseded values are not recommended for survey control.
 PU1415
 PU1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1415.See file dsdata.pdf to determine how the superseded data were derived.
 PU1415
 PU1415_MARKER: R = RIVET
 PU1415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1415_SP_SET: CULVERT HEADWALL
 PU1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1415+STABILITY: SURFACE MOTION
 PU1415
 PU1415  HISTORY     - Date     Condition        Report By
 PU1415  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1415  HISTORY     - 1962     GOOD             CGS
 PU1415  HISTORY     - 20120427 MARK NOT FOUND   INDIV
 PU1415
 PU1415                          STATION DESCRIPTION
 PU1415
 PU1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1415'13.8 MI NW FROM RAPID CITY.
 PU1415'ABOUT 13.85 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1415'RAILWAY FROM THE STATION AT RAPID CITY, 0.15 MILE SOUTHEAST OF A
 PU1415'ROAD CROSSING, ABOUT 0.2 MILE EAST OF THE POST OFFICE IN THE SMALL
 PU1415'COMMUNITY OF PIEDMONT, 197 1/2 FEET SOUTHEAST OF THE PIEDMONT
 PU1415'STATION SIGN, 64 FEET SOUTHEAST OF A LARGE FORKED COTTONWOOD
 PU1415'TREE, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 INCHES BELOW THE
 PU1415'LEVEL OF THE RAILS, AND SET IN THE TOP OF THE NORTH CORNER OF THE
 PU1415'NORTHEAST CORNER HEADWALL OF A CULVERT UNDER THE RAILROAD.
 PU1415
 PU1415                          STATION RECOVERY (2012)
 PU1415
 PU1415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1415'CONCRETE BROKE OFF ON HEADWALL
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1420 ***********************************************************************
 PU1420  DESIGNATION -  RV 241
 PU1420  PID         -  PU1420
 PU1420  STATE/COUNTY-  SD/MEADE
 PU1420  COUNTRY     -  US
 PU1420  USGS QUAD   -  PIEDMONT (2017)
 PU1420
 PU1420                         *CURRENT SURVEY CONTROL
 PU1420  ______________________________________________________________________
 PU1420* NAD 83(1986) POSITION- 44 14 58.     (N) 103 24 04.     (W)   SCALED
 PU1420* NAVD 88 ORTHO HEIGHT -  1070.997 (meters)     3513.76  (feet) ADJUSTED
 PU1420  ______________________________________________________________________
 PU1420  GEOID HEIGHT    -        -15.240 (meters)                     GEOID18
 PU1420  DYNAMIC HEIGHT  -       1070.633 (meters)     3512.57  (feet) COMP
 PU1420  MODELED GRAVITY -    980,241.9   (mgal)                       NAVD 88
 PU1420
 PU1420  VERT ORDER      -  FIRST     CLASS II
 PU1420
 PU1420.The horizontal coordinates were scaled from a map and have
 PU1420.an estimated accuracy of +/- 6 seconds.
 PU1420
 PU1420.The orthometric height was determined by differential leveling and
 PU1420.adjusted by the NATIONAL GEODETIC SURVEY
 PU1420.in June 1991.
 PU1420
 PU1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1420.GEOID18 height accuracy estimate available here.
 PU1420
 PU1420.Click photographs - Photos may exist for this station.
 PU1420
 PU1420.The dynamic height is computed by dividing the NAVD 88
 PU1420.geopotential number by the normal gravity value computed on the
 PU1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1420.degrees latitude (g = 980.6199 gals.).
 PU1420
 PU1420.The modeled gravity was interpolated from observed gravity values.
 PU1420
 PU1420;                    North         East    Units  Estimated Accuracy
 PU1420;SPC SD N     -    51,950.      328,430.      MT  (+/- 180 meters Scaled)
 PU1420
 PU1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK276008(NAD 83)
 PU1420
 PU1420                          SUPERSEDED SURVEY CONTROL
 PU1420
 PU1420  NGVD 29 (??/??/92) 1070.489  (m)         3512.10   (f) ADJ UNCH    1 2
 PU1420
 PU1420.Superseded values are not recommended for survey control.
 PU1420
 PU1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1420.See file dsdata.pdf to determine how the superseded data were derived.
 PU1420
 PU1420_MARKER: R = RIVET
 PU1420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1420_SP_SET: PIER
 PU1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1420
 PU1420  HISTORY     - Date     Condition        Report By
 PU1420  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1420  HISTORY     - 1962     GOOD             CGS
 PU1420
 PU1420                          STATION DESCRIPTION
 PU1420
 PU1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1420'14.2 MI SE FROM STURGIS.
 PU1420'ABOUT 14.15 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1420'RAILWAY FROM THE STATION AT STURGIS, 1 POLE NORTHWEST OF MILE POST
 PU1420'115, AT RAILROAD TRESTLE NUMBER H 241, 15 FEET SOUTHEAST OF THE
 PU1420'NORTHWEST END OF TRESTLE, 4 1/2 FEET NORTHEAST OF THE NORTHEAST
 PU1420'RAIL, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT 2 1/2
 PU1420'FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF THE
 PU1420'NORTH CORNER OF THE NORTHEAST END OF THE MOST NORTHWESTERLY ONE
 PU1420'OF 5 CONCRETE PIERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1423 ***********************************************************************
 PU1423  DESIGNATION -  RV 246 1/2
 PU1423  PID         -  PU1423
 PU1423  STATE/COUNTY-  SD/MEADE
 PU1423  COUNTRY     -  US
 PU1423  USGS QUAD   -  TILFORD (2017)
 PU1423
 PU1423                         *CURRENT SURVEY CONTROL
 PU1423  ______________________________________________________________________
 PU1423* NAD 83(1986) POSITION- 44 16 28.     (N) 103 25 02.     (W)   SCALED
 PU1423* NAVD 88 ORTHO HEIGHT -  1090.917 (meters)     3579.12  (feet) ADJUSTED
 PU1423  ______________________________________________________________________
 PU1423  GEOID HEIGHT    -        -15.218 (meters)                     GEOID18
 PU1423  DYNAMIC HEIGHT  -       1090.544 (meters)     3577.89  (feet) COMP
 PU1423  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 PU1423
 PU1423  VERT ORDER      -  FIRST     CLASS II
 PU1423
 PU1423.The horizontal coordinates were scaled from a map and have
 PU1423.an estimated accuracy of +/- 6 seconds.
 PU1423
 PU1423.The orthometric height was determined by differential leveling and
 PU1423.adjusted by the NATIONAL GEODETIC SURVEY
 PU1423.in June 1991.
 PU1423
 PU1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1423.GEOID18 height accuracy estimate available here.
 PU1423
 PU1423.Click photographs - Photos may exist for this station.
 PU1423
 PU1423.The dynamic height is computed by dividing the NAVD 88
 PU1423.geopotential number by the normal gravity value computed on the
 PU1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1423.degrees latitude (g = 980.6199 gals.).
 PU1423
 PU1423.The modeled gravity was interpolated from observed gravity values.
 PU1423
 PU1423;                    North         East    Units  Estimated Accuracy
 PU1423;SPC SD N     -    54,780.      327,260.      MT  (+/- 180 meters Scaled)
 PU1423
 PU1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK263035(NAD 83)
 PU1423
 PU1423                          SUPERSEDED SURVEY CONTROL
 PU1423
 PU1423  NGVD 29 (??/??/92) 1090.404  (m)         3577.43   (f) ADJ UNCH    1 2
 PU1423
 PU1423.Superseded values are not recommended for survey control.
 PU1423
 PU1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1423.See file dsdata.pdf to determine how the superseded data were derived.
 PU1423
 PU1423_MARKER: R = RIVET
 PU1423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1423_SP_SET: BRIDGE ABUTMENT
 PU1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1423+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 PU1423
 PU1423  HISTORY     - Date     Condition        Report By
 PU1423  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1423  HISTORY     - 1962     GOOD             CGS
 PU1423  HISTORY     - 20120806 GOOD             INDIV
 PU1423
 PU1423                          STATION DESCRIPTION
 PU1423
 PU1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1423'12.2 MI SE FROM STURGIS.
 PU1423'ABOUT 12.25 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1423'RAILWAY FROM THE STATION AT STURGIS, 3 POLES SOUTHEAST OF MILE
 PU1423'POST 117, 25 1/2 FEET EAST OF A CONCRETE WHISTLE POST, 41 1/2
 PU1423'FEET SOUTHWEST OF A FENCE, 6 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PU1423'1 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF
 PU1423'THE NORTH CORNER OF A CONCRETE HEADWALL.
 PU1423
 PU1423                          STATION RECOVERY (2012)
 PU1423
 PU1423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1426 ***********************************************************************
 PU1426  DESIGNATION -  RV 248
 PU1426  PID         -  PU1426
 PU1426  STATE/COUNTY-  SD/MEADE
 PU1426  COUNTRY     -  US
 PU1426  USGS QUAD   -  TILFORD (2017)
 PU1426
 PU1426                         *CURRENT SURVEY CONTROL
 PU1426  ______________________________________________________________________
 PU1426* NAD 83(1986) POSITION- 44 17 25.     (N) 103 25 30.     (W)   SCALED
 PU1426* NAVD 88 ORTHO HEIGHT -  1088.439 (meters)     3570.99  (feet) ADJUSTED
 PU1426  ______________________________________________________________________
 PU1426  GEOID HEIGHT    -        -15.217 (meters)                     GEOID18
 PU1426  DYNAMIC HEIGHT  -       1088.069 (meters)     3569.77  (feet) COMP
 PU1426  MODELED GRAVITY -    980,240.4   (mgal)                       NAVD 88
 PU1426
 PU1426  VERT ORDER      -  FIRST     CLASS II
 PU1426
 PU1426.The horizontal coordinates were scaled from a map and have
 PU1426.an estimated accuracy of +/- 6 seconds.
 PU1426
 PU1426.The orthometric height was determined by differential leveling and
 PU1426.adjusted by the NATIONAL GEODETIC SURVEY
 PU1426.in June 1991.
 PU1426
 PU1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1426.GEOID18 height accuracy estimate available here.
 PU1426
 PU1426.Click photographs - Photos may exist for this station.
 PU1426
 PU1426.The dynamic height is computed by dividing the NAVD 88
 PU1426.geopotential number by the normal gravity value computed on the
 PU1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1426.degrees latitude (g = 980.6199 gals.).
 PU1426
 PU1426.The modeled gravity was interpolated from observed gravity values.
 PU1426
 PU1426;                    North         East    Units  Estimated Accuracy
 PU1426;SPC SD N     -    56,560.      326,710.      MT  (+/- 180 meters Scaled)
 PU1426
 PU1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK256053(NAD 83)
 PU1426
 PU1426                          SUPERSEDED SURVEY CONTROL
 PU1426
 PU1426  NGVD 29 (??/??/92) 1087.924  (m)         3569.30   (f) ADJ UNCH    1 2
 PU1426
 PU1426.Superseded values are not recommended for survey control.
 PU1426
 PU1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1426.See file dsdata.pdf to determine how the superseded data were derived.
 PU1426
 PU1426_MARKER: R = RIVET
 PU1426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1426_SP_SET: BRIDGE
 PU1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1426
 PU1426  HISTORY     - Date     Condition        Report By
 PU1426  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1426  HISTORY     - 1962     GOOD             CGS
 PU1426
 PU1426                          STATION DESCRIPTION
 PU1426
 PU1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1426'11 MI SE FROM STURGIS.
 PU1426'ABOUT 11.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1426'RAILWAY FROM THE STATION AT STURGIS, 3 TELEPHONE POLES OF 0.1
 PU1426'MILE NORTHWEST OF MILE POST 118, 0.2 MILE NORTHWEST OF A PRIVATE
 PU1426'ROAD CROSSING, 12 FEET NORTHEAST OF THE NORTHEAST RAIL, AT A
 PU1426'VERY LARGE ARCH TYPE STONE CULVERT OF SMALL BRIDGE, ABOUT 5
 PU1426'INCHES BELOW THE LEVEL OF THE RAILS, AND A MONEL RIVET SET IN
 PU1426'THE TOP OF THE NORTH CORNER OF THE NORTHEAST STONE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1429 ***********************************************************************
 PU1429  DESIGNATION -  RV 252 1/2
 PU1429  PID         -  PU1429
 PU1429  STATE/COUNTY-  SD/MEADE
 PU1429  COUNTRY     -  US
 PU1429  USGS QUAD   -  TILFORD (2017)
 PU1429
 PU1429                         *CURRENT SURVEY CONTROL
 PU1429  ______________________________________________________________________
 PU1429* NAD 83(1986) POSITION- 44 19 23.     (N) 103 26 09.     (W)   SCALED
 PU1429* NAVD 88 ORTHO HEIGHT -  1125.592 (meters)     3692.88  (feet) ADJUSTED
 PU1429  ______________________________________________________________________
 PU1429  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 PU1429  DYNAMIC HEIGHT  -       1125.215 (meters)     3691.64  (feet) COMP
 PU1429  MODELED GRAVITY -    980,243.3   (mgal)                       NAVD 88
 PU1429
 PU1429  VERT ORDER      -  FIRST     CLASS II
 PU1429
 PU1429.The horizontal coordinates were scaled from a map and have
 PU1429.an estimated accuracy of +/- 6 seconds.
 PU1429
 PU1429.The orthometric height was determined by differential leveling and
 PU1429.adjusted by the NATIONAL GEODETIC SURVEY
 PU1429.in June 1991.
 PU1429
 PU1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1429.GEOID18 height accuracy estimate available here.
 PU1429
 PU1429.Click photographs - Photos may exist for this station.
 PU1429
 PU1429.The dynamic height is computed by dividing the NAVD 88
 PU1429.geopotential number by the normal gravity value computed on the
 PU1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1429.degrees latitude (g = 980.6199 gals.).
 PU1429
 PU1429.The modeled gravity was interpolated from observed gravity values.
 PU1429
 PU1429;                    North         East    Units  Estimated Accuracy
 PU1429;SPC SD N     -    60,240.      326,000.      MT  (+/- 180 meters Scaled)
 PU1429
 PU1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK247089(NAD 83)
 PU1429
 PU1429                          SUPERSEDED SURVEY CONTROL
 PU1429
 PU1429  NGVD 29 (??/??/92) 1125.078  (m)         3691.19   (f) ADJ UNCH    1 2
 PU1429
 PU1429.Superseded values are not recommended for survey control.
 PU1429
 PU1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1429.See file dsdata.pdf to determine how the superseded data were derived.
 PU1429
 PU1429_MARKER: R = RIVET
 PU1429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1429_SP_SET: PIER
 PU1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1429
 PU1429  HISTORY     - Date     Condition        Report By
 PU1429  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1429  HISTORY     - 1953     GOOD             CGS
 PU1429  HISTORY     - 20120806 MARK NOT FOUND   INDIV
 PU1429
 PU1429                          STATION DESCRIPTION
 PU1429
 PU1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PU1429'1.5 MI NW FROM TILFORD.
 PU1429'1.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1429'FROM TILFORD, MEADE COUNTY, AT OVERHEAD BRIDGE H 252-1/2, AND IN
 PU1429'THE TOP OF THE NORTHEAST CORNER OF THE EAST CONCRETE PIER.  A
 PU1429'STANDARD MONEL-METAL RIVET.
 PU1429
 PU1429                          STATION RECOVERY (2012)
 PU1429
 PU1429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0211 ***********************************************************************
 OQ0211  DESIGNATION -  RV 2604
 OQ0211  PID         -  OQ0211
 OQ0211  STATE/COUNTY-  SD/UNION
 OQ0211  COUNTRY     -  US
 OQ0211  USGS QUAD   -  ALCESTER SE (2017)
 OQ0211
 OQ0211                         *CURRENT SURVEY CONTROL
 OQ0211  ______________________________________________________________________
 OQ0211* NAD 83(1986) POSITION- 43 00 37.     (N) 096 31 50.     (W)   SCALED
 OQ0211* NAVD 88 ORTHO HEIGHT -   367.830 (meters)     1206.79  (feet) ADJUSTED
 OQ0211  ______________________________________________________________________
 OQ0211  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 OQ0211  DYNAMIC HEIGHT  -        367.732 (meters)     1206.47  (feet) COMP
 OQ0211  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 OQ0211
 OQ0211  VERT ORDER      -  SECOND    CLASS 0
 OQ0211
 OQ0211.The horizontal coordinates were scaled from a map and have
 OQ0211.an estimated accuracy of +/- 6 seconds.
 OQ0211
 OQ0211.The orthometric height was determined by differential leveling and
 OQ0211.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0211.in June 1991.
 OQ0211
 OQ0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0211.GEOID18 height accuracy estimate available here.
 OQ0211
 OQ0211.Click photographs - Photos may exist for this station.
 OQ0211
 OQ0211.The dynamic height is computed by dividing the NAVD 88
 OQ0211.geopotential number by the normal gravity value computed on the
 OQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0211.degrees latitude (g = 980.6199 gals.).
 OQ0211
 OQ0211.The modeled gravity was interpolated from observed gravity values.
 OQ0211
 OQ0211;                    North         East    Units  Estimated Accuracy
 OQ0211;SPC SD S     -    82,300.      909,910.      MT  (+/- 180 meters Scaled)
 OQ0211
 OQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN012649(NAD 83)
 OQ0211
 OQ0211                          SUPERSEDED SURVEY CONTROL
 OQ0211
 OQ0211  NGVD 29 (??/??/92)  367.619  (m)         1206.10   (f) ADJ UNCH    2 0
 OQ0211
 OQ0211.Superseded values are not recommended for survey control.
 OQ0211
 OQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0211.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0211
 OQ0211_MARKER: R = RIVET
 OQ0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0211_SP_SET: CULVERT
 OQ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0211
 OQ0211  HISTORY     - Date     Condition        Report By
 OQ0211  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0211  HISTORY     - 1934     GOOD             CGS
 OQ0211
 OQ0211                          STATION DESCRIPTION
 OQ0211
 OQ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0211'3 MI NW FROM HAWARDEN.
 OQ0211'IN UNION COUNTY, SOUTH DAKOTA, 3.0 MILES NORTHWEST ALONG THE
 OQ0211'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT HAWARDEN,
 OQ0211'SIOUX COUNTY, IOWA, 2.2 MILES NORTHWEST OF THE WEST END OF THE
 OQ0211'BRIDGE OVER BIG SIOUX RIVER, 0.7 MILE WEST OF MILEPOST 2, AT
 OQ0211'CULVERT 2604, IN THE TOP OF THE EAST END OF THE SOUTH STONE
 OQ0211'HEADWALL, 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1
 OQ0211'FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0209 ***********************************************************************
 OQ0209  DESIGNATION -  RV 2611
 OQ0209  PID         -  OQ0209
 OQ0209  STATE/COUNTY-  SD/UNION
 OQ0209  COUNTRY     -  US
 OQ0209  USGS QUAD   -  ALCESTER SE (2017)
 OQ0209
 OQ0209                         *CURRENT SURVEY CONTROL
 OQ0209  ______________________________________________________________________
 OQ0209* NAD 83(1986) POSITION- 43 01 34.76   (N) 096 34 33.19   (W)   HD_HELD1
 OQ0209* NAVD 88 ORTHO HEIGHT -   410.603 (meters)     1347.12  (feet) ADJUSTED
 OQ0209  ______________________________________________________________________
 OQ0209  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 OQ0209  DYNAMIC HEIGHT  -        410.490 (meters)     1346.75  (feet) COMP
 OQ0209  MODELED GRAVITY -    980,333.8   (mgal)                       NAVD 88
 OQ0209
 OQ0209  VERT ORDER      -  SECOND    CLASS 0
 OQ0209
 OQ0209.The horizontal coordinates were determined by differentially corrected
 OQ0209.hand held GPS observations or other comparable positioning techniques
 OQ0209.and have an estimated accuracy of +/- 3 meters.
 OQ0209
 OQ0209.The orthometric height was determined by differential leveling and
 OQ0209.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0209.in June 1991.
 OQ0209
 OQ0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0209.GEOID18 height accuracy estimate available here.
 OQ0209
 OQ0209.Click photographs - Photos may exist for this station.
 OQ0209
 OQ0209.The dynamic height is computed by dividing the NAVD 88
 OQ0209.geopotential number by the normal gravity value computed on the
 OQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0209.degrees latitude (g = 980.6199 gals.).
 OQ0209
 OQ0209.The modeled gravity was interpolated from observed gravity values.
 OQ0209
 OQ0209;                    North         East    Units  Estimated Accuracy
 OQ0209;SPC SD S     -    83,911.3     906,138.3     MT  (+/- 3 meters HH1 GPS) 
 OQ0209
 OQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9750566589(NAD 83)
 OQ0209
 OQ0209                          SUPERSEDED SURVEY CONTROL
 OQ0209
 OQ0209  NGVD 29 (??/??/92)  410.379  (m)         1346.39   (f) ADJ UNCH    2 0
 OQ0209
 OQ0209.Superseded values are not recommended for survey control.
 OQ0209
 OQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0209.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0209
 OQ0209_MARKER: R = RIVET
 OQ0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0209_SP_SET: CULVERT
 OQ0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0209+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2002
 OQ0209
 OQ0209  HISTORY     - Date     Condition        Report By
 OQ0209  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0209  HISTORY     - 1934     GOOD             CGS
 OQ0209  HISTORY     - 20020327 GOOD             INDIV
 OQ0209
 OQ0209                          STATION DESCRIPTION
 OQ0209
 OQ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0209'2.9 MI E FROM ALCESTER.
 OQ0209'2.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OQ0209'THE STATION AT ALCESTER, UNION COUNTY, AT CULVERT 2611, IN THE
 OQ0209'TOP OF THE WEST END OF THE NORTH STONE HEADWALL, 16.5 FEET NORTH
 OQ0209'OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TOP OF
 OQ0209'THE RAIL.  A STANDARD MONEL METAL RIVET.
 OQ0209
 OQ0209                          STATION RECOVERY (2002)
 OQ0209
 OQ0209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GM)
 OQ0209'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0203 ***********************************************************************
 OQ0203  DESIGNATION -  RV 2632
 OQ0203  PID         -  OQ0203
 OQ0203  STATE/COUNTY-  SD/UNION
 OQ0203  COUNTRY     -  US
 OQ0203  USGS QUAD   -  ALCESTER (2017)
 OQ0203
 OQ0203                         *CURRENT SURVEY CONTROL
 OQ0203  ______________________________________________________________________
 OQ0203* NAD 83(1986) POSITION- 43 02 44.     (N) 096 44 13.     (W)   SCALED
 OQ0203* NAVD 88 ORTHO HEIGHT -   417.877 (meters)     1370.98  (feet) ADJUSTED
 OQ0203  ______________________________________________________________________
 OQ0203  GEOID HEIGHT    -        -25.869 (meters)                     GEOID18
 OQ0203  DYNAMIC HEIGHT  -        417.759 (meters)     1370.60  (feet) COMP
 OQ0203  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 OQ0203
 OQ0203  VERT ORDER      -  SECOND    CLASS 0
 OQ0203
 OQ0203.The horizontal coordinates were scaled from a map and have
 OQ0203.an estimated accuracy of +/- 6 seconds.
 OQ0203
 OQ0203.The orthometric height was determined by differential leveling and
 OQ0203.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0203.in June 1991.
 OQ0203
 OQ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0203.GEOID18 height accuracy estimate available here.
 OQ0203
 OQ0203.Click photographs - Photos may exist for this station.
 OQ0203
 OQ0203.The dynamic height is computed by dividing the NAVD 88
 OQ0203.geopotential number by the normal gravity value computed on the
 OQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0203.degrees latitude (g = 980.6199 gals.).
 OQ0203
 OQ0203.The modeled gravity was interpolated from observed gravity values.
 OQ0203
 OQ0203;                    North         East    Units  Estimated Accuracy
 OQ0203;SPC SD S     -    85,470.      892,930.      MT  (+/- 180 meters Scaled)
 OQ0203
 OQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN843683(NAD 83)
 OQ0203
 OQ0203                          SUPERSEDED SURVEY CONTROL
 OQ0203
 OQ0203  NGVD 29 (??/??/92)  417.650  (m)         1370.24   (f) ADJ UNCH    2 0
 OQ0203
 OQ0203.Superseded values are not recommended for survey control.
 OQ0203
 OQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0203.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0203
 OQ0203_MARKER: R = RIVET
 OQ0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0203_SP_SET: CULVERT
 OQ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0203
 OQ0203  HISTORY     - Date     Condition        Report By
 OQ0203  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0203  HISTORY     - 1934     GOOD             CGS
 OQ0203
 OQ0203                          STATION DESCRIPTION
 OQ0203
 OQ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0203'3 MI SE FROM BERESFORD.
 OQ0203'3.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OQ0203'THE STATION AT BERESFORD, UNION COUNTY, AT CULVERT 2632, IN THE
 OQ0203'TOP OF THE EAST END OF THE SOUTH STONE HEADWALL, 11.5 FEET SOUTH
 OQ0203'OF THE CENTERLINE OF THE TRACK, AND 2-1/2 FEET LOWER THAN THE
 OQ0203'TOP OF THE RAIL.  A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0200 ***********************************************************************
 OQ0200  DESIGNATION -  RV 2640
 OQ0200  PID         -  OQ0200
 OQ0200  STATE/COUNTY-  SD/LINCOLN
 OQ0200  COUNTRY     -  US
 OQ0200  USGS QUAD   -  BERESFORD (2017)
 OQ0200
 OQ0200                         *CURRENT SURVEY CONTROL
 OQ0200  ______________________________________________________________________
 OQ0200* NAD 83(1986) POSITION- 43 05 17.52   (N) 096 46 57.41   (W)   HD_HELD1
 OQ0200* NAVD 88 ORTHO HEIGHT -   445.543 (meters)     1461.75  (feet) ADJUSTED
 OQ0200  ______________________________________________________________________
 OQ0200  GEOID HEIGHT    -        -26.013 (meters)                     GEOID18
 OQ0200  DYNAMIC HEIGHT  -        445.411 (meters)     1461.32  (feet) COMP
 OQ0200  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 OQ0200
 OQ0200  VERT ORDER      -  FIRST     CLASS II
 OQ0200
 OQ0200.The horizontal coordinates were determined by differentially corrected
 OQ0200.hand held GPS observations or other comparable positioning techniques
 OQ0200.and have an estimated accuracy of +/- 3 meters.
 OQ0200
 OQ0200.The orthometric height was determined by differential leveling and
 OQ0200.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0200.in June 1991.
 OQ0200
 OQ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0200.GEOID18 height accuracy estimate available here.
 OQ0200
 OQ0200.Click photographs - Photos may exist for this station.
 OQ0200
 OQ0200.The dynamic height is computed by dividing the NAVD 88
 OQ0200.geopotential number by the normal gravity value computed on the
 OQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0200.degrees latitude (g = 980.6199 gals.).
 OQ0200
 OQ0200.The modeled gravity was interpolated from observed gravity values.
 OQ0200
 OQ0200;                    North         East    Units  Estimated Accuracy
 OQ0200;SPC SD S     -    90,037.9     889,011.9     MT  (+/- 3 meters HH1 GPS) 
 OQ0200
 OQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8047972995(NAD 83)
 OQ0200
 OQ0200                          SUPERSEDED SURVEY CONTROL
 OQ0200
 OQ0200  NGVD 29 (??/??/92)  445.303  (m)         1460.96   (f) ADJ UNCH    1 2
 OQ0200
 OQ0200.Superseded values are not recommended for survey control.
 OQ0200
 OQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0200.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0200
 OQ0200_MARKER: R = RIVET
 OQ0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0200_SP_SET: HEADWALL
 OQ0200_MARK LOGO: CNWRR
 OQ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0200+STABILITY: SURFACE MOTION
 OQ0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0200+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2012
 OQ0200
 OQ0200  HISTORY     - Date     Condition        Report By
 OQ0200  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0200  HISTORY     - 1934     GOOD             CGS
 OQ0200  HISTORY     - 19900507 GOOD             NGS
 OQ0200  HISTORY     - 20120101 GOOD             INDIV
 OQ0200
 OQ0200                          STATION DESCRIPTION
 OQ0200
 OQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0200'0.8 MI NW FROM BERESFORD.
 OQ0200'IN LINCOLN COUNTY, 0.8 MILE NORTHWEST ALONG THE CHICAGO AND NORTH
 OQ0200'WESTERN RAILWAY FROM THE STATION AT BERESFORD, UNION COUNTY, AT
 OQ0200'CULVERT 2640, IN THE TOP OF THE EAST END OF THE SOUTH STONE
 OQ0200'HEADWALL, 12.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 OQ0200'2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL METAL
 OQ0200'RIVET.
 OQ0200
 OQ0200                          STATION RECOVERY (1990)
 OQ0200
 OQ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0200'0.6 KM (0.4 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 OQ0200'FROM ITS JUNCTION WITH FOURTH STREET IN BERESFORD, IN TOP OF AND 0.2
 OQ0200'M (0.7 FT) WEST OF THE EAST END OF THE SOUTH STONE HEADWALL OF A
 OQ0200'CULVERT, 3.2 M (10.5 FT) SOUTH OF THE NEAR RAIL, AND 0.9 M (3.0 FT)
 OQ0200'BELOW THE LEVEL OF THE TRACKS.  NOTE--THE MAGNETIC PROPERTY IS A
 OQ0200'MONEL RIVET.
 OQ0200
 OQ0200                          STATION RECOVERY (2012)
 OQ0200
 OQ0200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0199 ***********************************************************************
 OQ0199  DESIGNATION -  RV 2642
 OQ0199  PID         -  OQ0199
 OQ0199  STATE/COUNTY-  SD/LINCOLN
 OQ0199  COUNTRY     -  US
 OQ0199  USGS QUAD   -  BERESFORD (2017)
 OQ0199
 OQ0199                         *CURRENT SURVEY CONTROL
 OQ0199  ______________________________________________________________________
 OQ0199* NAD 83(1986) POSITION- 43 05 27.     (N) 096 48 04.     (W)   SCALED
 OQ0199* NAVD 88 ORTHO HEIGHT -   429.691 (meters)     1409.74  (feet) ADJUSTED
 OQ0199  ______________________________________________________________________
 OQ0199  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 OQ0199  DYNAMIC HEIGHT  -        429.564 (meters)     1409.33  (feet) COMP
 OQ0199  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 OQ0199
 OQ0199  VERT ORDER      -  SECOND    CLASS 0
 OQ0199
 OQ0199.The horizontal coordinates were scaled from a map and have
 OQ0199.an estimated accuracy of +/- 6 seconds.
 OQ0199
 OQ0199.The orthometric height was determined by differential leveling and
 OQ0199.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0199.in June 1991.
 OQ0199
 OQ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0199.GEOID18 height accuracy estimate available here.
 OQ0199
 OQ0199.Click photographs - Photos may exist for this station.
 OQ0199
 OQ0199.The dynamic height is computed by dividing the NAVD 88
 OQ0199.geopotential number by the normal gravity value computed on the
 OQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0199.degrees latitude (g = 980.6199 gals.).
 OQ0199
 OQ0199.The modeled gravity was interpolated from observed gravity values.
 OQ0199
 OQ0199;                    North         East    Units  Estimated Accuracy
 OQ0199;SPC SD S     -    90,270.      887,500.      MT  (+/- 180 meters Scaled)
 OQ0199
 OQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN789732(NAD 83)
 OQ0199
 OQ0199                          SUPERSEDED SURVEY CONTROL
 OQ0199
 OQ0199  NGVD 29 (??/??/92)  429.454  (m)         1408.97   (f) ADJ UNCH    2 0
 OQ0199
 OQ0199.Superseded values are not recommended for survey control.
 OQ0199
 OQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0199.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0199
 OQ0199_MARKER: R = RIVET
 OQ0199_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0199_SP_SET: CULVERT
 OQ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0199
 OQ0199  HISTORY     - Date     Condition        Report By
 OQ0199  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0199  HISTORY     - 1934     GOOD             CGS
 OQ0199  HISTORY     - 19900507 MARK NOT FOUND   NGS
 OQ0199
 OQ0199                          STATION DESCRIPTION
 OQ0199
 OQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0199'1.8 MI NW FROM BERESFORD.
 OQ0199'IN LINCOLN COUNTY, 1.8 MILES NORTHWEST ALONG THE CHICAGO AND
 OQ0199'NORTH WESTERN RAILWAY FROM THE STATION AT BERESFORD, UNION COUNTY,
 OQ0199'0.2 MILE WEST OF MILEPOST 19, AT CULVERT 2642, IN THE TOP OF THE
 OQ0199'EAST END OF THE SOUTH STONE HEADWALL, 16 FEET SOUTH OF THE
 OQ0199'CENTERLINE OF THE TRACK, AND 2-1/2 FEET LOWER THAN THE TOP OF THE
 OQ0199'RAIL.  A STANDARD MONEL METAL RIVET.
 OQ0199
 OQ0199                          STATION RECOVERY (1990)
 OQ0199
 OQ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0199'THE RAILROAD TRACKS AND CULVERT HAVE BEEN REMOVED AND THE DESCRIBED
 OQ0199'AREA IS NOW A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0195 ***********************************************************************
 OQ0195  DESIGNATION -  RV 2646
 OQ0195  PID         -  OQ0195
 OQ0195  STATE/COUNTY-  SD/LINCOLN
 OQ0195  COUNTRY     -  US
 OQ0195  USGS QUAD   -  BERESFORD (2017)
 OQ0195
 OQ0195                         *CURRENT SURVEY CONTROL
 OQ0195  ______________________________________________________________________
 OQ0195* NAD 83(1986) POSITION- 43 05 45.     (N) 096 50 34.     (W)   SCALED
 OQ0195* NAVD 88 ORTHO HEIGHT -   407.042 (meters)     1335.44  (feet) ADJUSTED
 OQ0195  ______________________________________________________________________
 OQ0195  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 OQ0195  DYNAMIC HEIGHT  -        406.924 (meters)     1335.05  (feet) COMP
 OQ0195  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 OQ0195
 OQ0195  VERT ORDER      -  SECOND    CLASS 0
 OQ0195
 OQ0195.The horizontal coordinates were scaled from a map and have
 OQ0195.an estimated accuracy of +/- 6 seconds.
 OQ0195
 OQ0195.The orthometric height was determined by differential leveling and
 OQ0195.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0195.in June 1991.
 OQ0195
 OQ0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0195.GEOID18 height accuracy estimate available here.
 OQ0195
 OQ0195.Click photographs - Photos may exist for this station.
 OQ0195
 OQ0195.The dynamic height is computed by dividing the NAVD 88
 OQ0195.geopotential number by the normal gravity value computed on the
 OQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0195.degrees latitude (g = 980.6199 gals.).
 OQ0195
 OQ0195.The modeled gravity was interpolated from observed gravity values.
 OQ0195
 OQ0195;                    North         East    Units  Estimated Accuracy
 OQ0195;SPC SD S     -    90,680.      884,080.      MT  (+/- 180 meters Scaled)
 OQ0195
 OQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN755737(NAD 83)
 OQ0195
 OQ0195                          SUPERSEDED SURVEY CONTROL
 OQ0195
 OQ0195  NGVD 29 (??/??/92)  406.809  (m)         1334.67   (f) ADJ UNCH    2 0
 OQ0195
 OQ0195.Superseded values are not recommended for survey control.
 OQ0195
 OQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0195.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0195
 OQ0195_MARKER: R = RIVET
 OQ0195_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0195_SP_SET: CULVERT
 OQ0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0195
 OQ0195  HISTORY     - Date     Condition        Report By
 OQ0195  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0195  HISTORY     - 1934     GOOD             CGS
 OQ0195
 OQ0195                          STATION DESCRIPTION
 OQ0195
 OQ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0195'3.8 MI W FROM BERESFORD.
 OQ0195'IN LINCOLN COUNTY, 3.8 MILES WEST ALONG THE CHICAGO AND NORTH
 OQ0195'WESTERN RAILWAY FROM THE STATION AT BERESFORD, UNION COUNTY, 0.2
 OQ0195'MILE WEST OF MILEPOST 21, AT CULVERT 2646, IN THE TOP OF THE EAST
 OQ0195'END OF THE SOUTH STONE HEADWALL, 13 FEET SOUTH OF THE CENTERLINE
 OQ0195'OF THE TRACK, AND 1.5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OQ0195'STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0194 ***********************************************************************
 OQ0194  DESIGNATION -  RV 2647
 OQ0194  PID         -  OQ0194
 OQ0194  STATE/COUNTY-  SD/LINCOLN
 OQ0194  COUNTRY     -  US
 OQ0194  USGS QUAD   -  BERESFORD (2017)
 OQ0194
 OQ0194                         *CURRENT SURVEY CONTROL
 OQ0194  ______________________________________________________________________
 OQ0194* NAD 83(1986) POSITION- 43 05 52.     (N) 096 51 23.     (W)   SCALED
 OQ0194* NAVD 88 ORTHO HEIGHT -   402.264 (meters)     1319.76  (feet) ADJUSTED
 OQ0194  ______________________________________________________________________
 OQ0194  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 OQ0194  DYNAMIC HEIGHT  -        402.148 (meters)     1319.38  (feet) COMP
 OQ0194  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 OQ0194
 OQ0194  VERT ORDER      -  SECOND    CLASS 0
 OQ0194
 OQ0194.The horizontal coordinates were scaled from a map and have
 OQ0194.an estimated accuracy of +/- 6 seconds.
 OQ0194
 OQ0194.The orthometric height was determined by differential leveling and
 OQ0194.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0194.in June 1991.
 OQ0194
 OQ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0194.GEOID18 height accuracy estimate available here.
 OQ0194
 OQ0194.Click photographs - Photos may exist for this station.
 OQ0194
 OQ0194.The dynamic height is computed by dividing the NAVD 88
 OQ0194.geopotential number by the normal gravity value computed on the
 OQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0194.degrees latitude (g = 980.6199 gals.).
 OQ0194
 OQ0194.The modeled gravity was interpolated from observed gravity values.
 OQ0194
 OQ0194;                    North         East    Units  Estimated Accuracy
 OQ0194;SPC SD S     -    90,850.      882,970.      MT  (+/- 180 meters Scaled)
 OQ0194
 OQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN744739(NAD 83)
 OQ0194
 OQ0194                          SUPERSEDED SURVEY CONTROL
 OQ0194
 OQ0194  NGVD 29 (??/??/92)  402.032  (m)         1319.00   (f) ADJ UNCH    2 0
 OQ0194
 OQ0194.Superseded values are not recommended for survey control.
 OQ0194
 OQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0194.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0194
 OQ0194_MARKER: R = RIVET
 OQ0194_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0194_SP_SET: CULVERT
 OQ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0194
 OQ0194  HISTORY     - Date     Condition        Report By
 OQ0194  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0194  HISTORY     - 1934     GOOD             CGS
 OQ0194
 OQ0194                          STATION DESCRIPTION
 OQ0194
 OQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0194'4.6 MI W FROM BEARESFORD.
 OQ0194'IN LINCON COUNTY, 4.6 MILES WEST ALONG THE CHICAGO AND NORTH
 OQ0194'WESTERN RAILWAY FROM THE STATION AT BERESFORD, UNION COUNTY,
 OQ0194'AT CULVERT 2647, IN THE TOP OF THE EAST END OF THE SOUTH
 OQ0194'STONE HEADWALL, 13 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 OQ0194'AND 1.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL
 OQ0194'METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0192 ***********************************************************************
 OQ0192  DESIGNATION -  RV 2649
 OQ0192  PID         -  OQ0192
 OQ0192  STATE/COUNTY-  SD/LINCOLN
 OQ0192  COUNTRY     -  US
 OQ0192  USGS QUAD   -  CENTERVILLE (2017)
 OQ0192
 OQ0192                         *CURRENT SURVEY CONTROL
 OQ0192  ______________________________________________________________________
 OQ0192* NAD 83(1986) POSITION- 43 06 08.     (N) 096 53 05.     (W)   SCALED
 OQ0192* NAVD 88 ORTHO HEIGHT -   391.961 (meters)     1285.96  (feet) ADJUSTED
 OQ0192  ______________________________________________________________________
 OQ0192  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 OQ0192  DYNAMIC HEIGHT  -        391.848 (meters)     1285.59  (feet) COMP
 OQ0192  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 OQ0192
 OQ0192  VERT ORDER      -  SECOND    CLASS 0
 OQ0192
 OQ0192.The horizontal coordinates were scaled from a map and have
 OQ0192.an estimated accuracy of +/- 6 seconds.
 OQ0192
 OQ0192.The orthometric height was determined by differential leveling and
 OQ0192.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0192.in June 1991.
 OQ0192
 OQ0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0192.GEOID18 height accuracy estimate available here.
 OQ0192
 OQ0192.Click photographs - Photos may exist for this station.
 OQ0192
 OQ0192.The dynamic height is computed by dividing the NAVD 88
 OQ0192.geopotential number by the normal gravity value computed on the
 OQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0192.degrees latitude (g = 980.6199 gals.).
 OQ0192
 OQ0192.The modeled gravity was interpolated from observed gravity values.
 OQ0192
 OQ0192;                    North         East    Units  Estimated Accuracy
 OQ0192;SPC SD S     -    91,240.      880,640.      MT  (+/- 180 meters Scaled)
 OQ0192
 OQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN721743(NAD 83)
 OQ0192
 OQ0192                          SUPERSEDED SURVEY CONTROL
 OQ0192
 OQ0192  NGVD 29 (??/??/92)  391.733  (m)         1285.21   (f) ADJ UNCH    2 0
 OQ0192
 OQ0192.Superseded values are not recommended for survey control.
 OQ0192
 OQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0192.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0192
 OQ0192_MARKER: R = RIVET
 OQ0192_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0192_SP_SET: CULVERT
 OQ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0192
 OQ0192  HISTORY     - Date     Condition        Report By
 OQ0192  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0192  HISTORY     - 1934     GOOD             CGS
 OQ0192
 OQ0192                          STATION DESCRIPTION
 OQ0192
 OQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0192'4 MI E FROM CENTERVILLE.
 OQ0192'IN LINCOLN COUNTY, 4.0 MILES EAST ALONG THE CHICAGO AND NORTH
 OQ0192'WESTERN RAILWAY FROM THE STATION AT CENTERVILLE, TURNER COUNTY
 OQ0192'AT CULVERT 2649, IN THE TOP OF THE EAST END OF THE SOUTH
 OQ0192'STONE HEADWALL, 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 OQ0192'AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL
 OQ0192'METAL RIVET .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0191 ***********************************************************************
 OQ0191  DESIGNATION -  RV 2651
 OQ0191  PID         -  OQ0191
 OQ0191  STATE/COUNTY-  SD/LINCOLN
 OQ0191  COUNTRY     -  US
 OQ0191  USGS QUAD   -  CENTERVILLE (2017)
 OQ0191
 OQ0191                         *CURRENT SURVEY CONTROL
 OQ0191  ______________________________________________________________________
 OQ0191* NAD 83(1986) POSITION- 43 06 20.     (N) 096 54 17.     (W)   SCALED
 OQ0191* NAVD 88 ORTHO HEIGHT -   381.936 (meters)     1253.07  (feet) ADJUSTED
 OQ0191  ______________________________________________________________________
 OQ0191  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 OQ0191  DYNAMIC HEIGHT  -        381.826 (meters)     1252.71  (feet) COMP
 OQ0191  MODELED GRAVITY -    980,319.8   (mgal)                       NAVD 88
 OQ0191
 OQ0191  VERT ORDER      -  SECOND    CLASS 0
 OQ0191
 OQ0191.The horizontal coordinates were scaled from a map and have
 OQ0191.an estimated accuracy of +/- 6 seconds.
 OQ0191
 OQ0191.The orthometric height was determined by differential leveling and
 OQ0191.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0191.in June 1991.
 OQ0191
 OQ0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0191.GEOID18 height accuracy estimate available here.
 OQ0191
 OQ0191.Click photographs - Photos may exist for this station.
 OQ0191
 OQ0191.The dynamic height is computed by dividing the NAVD 88
 OQ0191.geopotential number by the normal gravity value computed on the
 OQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0191.degrees latitude (g = 980.6199 gals.).
 OQ0191
 OQ0191.The modeled gravity was interpolated from observed gravity values.
 OQ0191
 OQ0191;                    North         East    Units  Estimated Accuracy
 OQ0191;SPC SD S     -    91,550.      879,000.      MT  (+/- 180 meters Scaled)
 OQ0191
 OQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN704746(NAD 83)
 OQ0191
 OQ0191                          SUPERSEDED SURVEY CONTROL
 OQ0191
 OQ0191  NGVD 29 (??/??/92)  381.712  (m)         1252.33   (f) ADJ UNCH    2 0
 OQ0191
 OQ0191.Superseded values are not recommended for survey control.
 OQ0191
 OQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0191.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0191
 OQ0191_MARKER: R = RIVET
 OQ0191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0191_SP_SET: CULVERT
 OQ0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0191
 OQ0191  HISTORY     - Date     Condition        Report By
 OQ0191  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0191  HISTORY     - 1934     GOOD             CGS
 OQ0191
 OQ0191                          STATION DESCRIPTION
 OQ0191
 OQ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0191'2.9 MI E FROM CENTERVILLE.
 OQ0191'IN LINCOLN COUNTY, 2.9 MILES EAST ALONG THE CHICAGO AND
 OQ0191'NORTH WESTERN RAILWAY FROM THE STATION AT CENTERVILLE, TURNER
 OQ0191'COUNTY, AT CULVERT 2651, IN THE TOP OF THE EAST END OF THE
 OQ0191'SOUTH STONE HEADWALL, 14 FEET SOUTH OF THE CENTERLINE OF THE
 OQ0191'TRACK, AND 1.7 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OQ0191'MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0189 ***********************************************************************
 OQ0189  DESIGNATION -  RV 2653
 OQ0189  PID         -  OQ0189
 OQ0189  STATE/COUNTY-  SD/TURNER
 OQ0189  COUNTRY     -  US
 OQ0189  USGS QUAD   -  CENTERVILLE (2017)
 OQ0189
 OQ0189                         *CURRENT SURVEY CONTROL
 OQ0189  ______________________________________________________________________
 OQ0189* NAD 83(1986) POSITION- 43 06 36.     (N) 096 56 03.     (W)   SCALED
 OQ0189* NAVD 88 ORTHO HEIGHT -   377.659 (meters)     1239.04  (feet) ADJUSTED
 OQ0189  ______________________________________________________________________
 OQ0189  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 OQ0189  DYNAMIC HEIGHT  -        377.550 (meters)     1238.68  (feet) COMP
 OQ0189  MODELED GRAVITY -    980,319.2   (mgal)                       NAVD 88
 OQ0189
 OQ0189  VERT ORDER      -  SECOND    CLASS 0
 OQ0189
 OQ0189.The horizontal coordinates were scaled from a map and have
 OQ0189.an estimated accuracy of +/- 6 seconds.
 OQ0189
 OQ0189.The orthometric height was determined by differential leveling and
 OQ0189.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0189.in June 1991.
 OQ0189
 OQ0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0189.GEOID18 height accuracy estimate available here.
 OQ0189
 OQ0189.Click photographs - Photos may exist for this station.
 OQ0189
 OQ0189.The dynamic height is computed by dividing the NAVD 88
 OQ0189.geopotential number by the normal gravity value computed on the
 OQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0189.degrees latitude (g = 980.6199 gals.).
 OQ0189
 OQ0189.The modeled gravity was interpolated from observed gravity values.
 OQ0189
 OQ0189;                    North         East    Units  Estimated Accuracy
 OQ0189;SPC SD S     -    91,940.      876,580.      MT  (+/- 180 meters Scaled)
 OQ0189
 OQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN680751(NAD 83)
 OQ0189
 OQ0189                          SUPERSEDED SURVEY CONTROL
 OQ0189
 OQ0189  NGVD 29 (??/??/92)  377.436  (m)         1238.30   (f) ADJ UNCH    2 0
 OQ0189
 OQ0189.Superseded values are not recommended for survey control.
 OQ0189
 OQ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0189.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0189
 OQ0189_MARKER: R = RIVET
 OQ0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0189_SP_SET: CULVERT
 OQ0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0189
 OQ0189  HISTORY     - Date     Condition        Report By
 OQ0189  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0189  HISTORY     - 1934     GOOD             CGS
 OQ0189
 OQ0189                          STATION DESCRIPTION
 OQ0189
 OQ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0189'1.5 MI E FROM CENTERVILLE.
 OQ0189'1.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0189'FROM THE STATION AT CENTERVILLE, TURNER COUNTY, AT CULVERT
 OQ0189'2653, IN THE TOP OF THE EAST END OF THE SOUTH STONE HEADWALL,
 OQ0189'16 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER
 OQ0189'THAN THE TOP OF THE RAIL.  A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0186 ***********************************************************************
 OQ0186  DESIGNATION -  RV 2659
 OQ0186  PID         -  OQ0186
 OQ0186  STATE/COUNTY-  SD/TURNER
 OQ0186  COUNTRY     -  US
 OQ0186  USGS QUAD   -  CENTERVILLE (2017)
 OQ0186
 OQ0186                         *CURRENT SURVEY CONTROL
 OQ0186  ______________________________________________________________________
 OQ0186* NAD 83(1986) POSITION- 43 07 09.     (N) 096 58 06.     (W)   SCALED
 OQ0186* NAVD 88 ORTHO HEIGHT -   369.969 (meters)     1213.81  (feet) ADJUSTED
 OQ0186  ______________________________________________________________________
 OQ0186  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 OQ0186  DYNAMIC HEIGHT  -        369.861 (meters)     1213.45  (feet) COMP
 OQ0186  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 OQ0186
 OQ0186  VERT ORDER      -  SECOND    CLASS 0
 OQ0186
 OQ0186.The horizontal coordinates were scaled from a map and have
 OQ0186.an estimated accuracy of +/- 6 seconds.
 OQ0186
 OQ0186.The orthometric height was determined by differential leveling and
 OQ0186.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0186.in June 1991.
 OQ0186
 OQ0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0186.GEOID18 height accuracy estimate available here.
 OQ0186
 OQ0186.Click photographs - Photos may exist for this station.
 OQ0186
 OQ0186.The dynamic height is computed by dividing the NAVD 88
 OQ0186.geopotential number by the normal gravity value computed on the
 OQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0186.degrees latitude (g = 980.6199 gals.).
 OQ0186
 OQ0186.The modeled gravity was interpolated from observed gravity values.
 OQ0186
 OQ0186;                    North         East    Units  Estimated Accuracy
 OQ0186;SPC SD S     -    92,850.      873,760.      MT  (+/- 180 meters Scaled)
 OQ0186
 OQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN652760(NAD 83)
 OQ0186
 OQ0186                          SUPERSEDED SURVEY CONTROL
 OQ0186
 OQ0186  NGVD 29 (??/??/92)  369.749  (m)         1213.08   (f) ADJ UNCH    2 0
 OQ0186
 OQ0186.Superseded values are not recommended for survey control.
 OQ0186
 OQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0186.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0186
 OQ0186_MARKER: R = RIVET
 OQ0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0186_SP_SET: BRIDGE ABUTMENT
 OQ0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0186
 OQ0186  HISTORY     - Date     Condition        Report By
 OQ0186  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0186  HISTORY     - 1934     GOOD             CGS
 OQ0186
 OQ0186                          STATION DESCRIPTION
 OQ0186
 OQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0186'0.4 MI NW FROM CENTERVILLE.
 OQ0186'0.4 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0186'FROM THE STATION AT CENTERVILLE, TURNER COUNTY, AT BRIDGE
 OQ0186'2659, IN THE TOP OF THE SOUTH SIDE OF THE EAST STONE ABUTMENT,
 OQ0186'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER
 OQ0186'THAN THE TOP OF THE RAIL.  A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0183 ***********************************************************************
 OQ0183  DESIGNATION -  RV 2663
 OQ0183  PID         -  OQ0183
 OQ0183  STATE/COUNTY-  SD/TURNER
 OQ0183  COUNTRY     -  US
 OQ0183  USGS QUAD   -  VIBORG (2017)
 OQ0183
 OQ0183                         *CURRENT SURVEY CONTROL
 OQ0183  ______________________________________________________________________
 OQ0183* NAD 83(1986) POSITION- 43 09 51.     (N) 097 00 00.     (W)   SCALED
 OQ0183* NAVD 88 ORTHO HEIGHT -   382.474 (meters)     1254.83  (feet) ADJUSTED
 OQ0183  ______________________________________________________________________
 OQ0183  GEOID HEIGHT    -        -26.182 (meters)                     GEOID18
 OQ0183  DYNAMIC HEIGHT  -        382.364 (meters)     1254.47  (feet) COMP
 OQ0183  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 OQ0183
 OQ0183  VERT ORDER      -  SECOND    CLASS 0
 OQ0183
 OQ0183.The horizontal coordinates were scaled from a map and have
 OQ0183.an estimated accuracy of +/- 6 seconds.
 OQ0183
 OQ0183.The orthometric height was determined by differential leveling and
 OQ0183.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0183.in June 1991.
 OQ0183
 OQ0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0183.GEOID18 height accuracy estimate available here.
 OQ0183
 OQ0183.Click photographs - Photos may exist for this station.
 OQ0183
 OQ0183.The dynamic height is computed by dividing the NAVD 88
 OQ0183.geopotential number by the normal gravity value computed on the
 OQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0183.degrees latitude (g = 980.6199 gals.).
 OQ0183
 OQ0183.The modeled gravity was interpolated from observed gravity values.
 OQ0183
 OQ0183;                    North         East    Units  Estimated Accuracy
 OQ0183;SPC SD S     -    97,740.      870,990.      MT  (+/- 180 meters Scaled)
 OQ0183
 OQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN625809(NAD 83)
 OQ0183
 OQ0183                          SUPERSEDED SURVEY CONTROL
 OQ0183
 OQ0183  NGVD 29 (??/??/92)  382.252  (m)         1254.11   (f) ADJ UNCH    2 0
 OQ0183
 OQ0183.Superseded values are not recommended for survey control.
 OQ0183
 OQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0183.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0183
 OQ0183_MARKER: R = RIVET
 OQ0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0183_SP_SET: CULVERT
 OQ0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0183
 OQ0183  HISTORY     - Date     Condition        Report By
 OQ0183  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0183  HISTORY     - 1934     GOOD             CGS
 OQ0183
 OQ0183                          STATION DESCRIPTION
 OQ0183
 OQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0183'2.4 MI SE FROM HOOKER.
 OQ0183'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0183'FROM THE STATION AT HOOKER, TURNER COUNTY, AT CULVERT 2663,
 OQ0183'IN THE EAST END OF THE SOUTH STONE HEADWALL, 12 FEET SOUTH
 OQ0183'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TOP
 OQ0183'OF THE RAIL.  A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0429 ***********************************************************************
 OQ0429  DESIGNATION -  RV 2665
 OQ0429  PID         -  OQ0429
 OQ0429  STATE/COUNTY-  SD/TURNER
 OQ0429  COUNTRY     -  US
 OQ0429  USGS QUAD   -  VIBORG (2017)
 OQ0429
 OQ0429                         *CURRENT SURVEY CONTROL
 OQ0429  ______________________________________________________________________
 OQ0429* NAD 83(1986) POSITION- 43 10 26.     (N) 097 00 22.     (W)   SCALED
 OQ0429* NAVD 88 ORTHO HEIGHT -   383.273 (meters)     1257.45  (feet) ADJUSTED
 OQ0429  ______________________________________________________________________
 OQ0429  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 OQ0429  DYNAMIC HEIGHT  -        383.163 (meters)     1257.09  (feet) COMP
 OQ0429  MODELED GRAVITY -    980,320.7   (mgal)                       NAVD 88
 OQ0429
 OQ0429  VERT ORDER      -  SECOND    CLASS 0
 OQ0429
 OQ0429.The horizontal coordinates were scaled from a map and have
 OQ0429.an estimated accuracy of +/- 6 seconds.
 OQ0429
 OQ0429.The orthometric height was determined by differential leveling and
 OQ0429.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0429.in June 1991.
 OQ0429
 OQ0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0429.GEOID18 height accuracy estimate available here.
 OQ0429
 OQ0429.Click photographs - Photos may exist for this station.
 OQ0429
 OQ0429.The dynamic height is computed by dividing the NAVD 88
 OQ0429.geopotential number by the normal gravity value computed on the
 OQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0429.degrees latitude (g = 980.6199 gals.).
 OQ0429
 OQ0429.The modeled gravity was interpolated from observed gravity values.
 OQ0429
 OQ0429;                    North         East    Units  Estimated Accuracy
 OQ0429;SPC SD S     -    98,800.      870,450.      MT  (+/- 180 meters Scaled)
 OQ0429
 OQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN620820(NAD 83)
 OQ0429
 OQ0429                          SUPERSEDED SURVEY CONTROL
 OQ0429
 OQ0429  NGVD 29 (??/??/92)  383.051  (m)         1256.73   (f) ADJ UNCH    2 0
 OQ0429
 OQ0429.Superseded values are not recommended for survey control.
 OQ0429
 OQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0429.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0429
 OQ0429_MARKER: R = RIVET
 OQ0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0429_SP_SET: CULVERT
 OQ0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0429
 OQ0429  HISTORY     - Date     Condition        Report By
 OQ0429  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0429  HISTORY     - 1934     GOOD             CGS
 OQ0429
 OQ0429                          STATION DESCRIPTION
 OQ0429
 OQ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0429'1.8 MI SE FROM HOOKER.
 OQ0429'LOCATED 1.8 MILES SOUTHEAST OF THE CHICAGO AND NORTH WESTERN
 OQ0429'DEPOT AT HOOKER, ALONG CHI. AND N.W. R.R., ON EAST END OF SOUTH
 OQ0429'STONE HEADWALL OF CULVERT 2665, 9.5 FEET SOUTH OF CENTERLINE OF
 OQ0429'TRACK, 0.5 FEET ABOVE TOP OF RAIL.  STANDARD MONEL METAL RIVET
 OQ0429'SET IN STONE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0426 ***********************************************************************
 OQ0426  DESIGNATION -  RV 2673
 OQ0426  PID         -  OQ0426
 OQ0426  STATE/COUNTY-  SD/TURNER
 OQ0426  COUNTRY     -  US
 OQ0426  USGS QUAD   -  VIBORG (2017)
 OQ0426
 OQ0426                         *CURRENT SURVEY CONTROL
 OQ0426  ______________________________________________________________________
 OQ0426* NAD 83(1986) POSITION- 43 12 49.     (N) 097 02 03.     (W)   SCALED
 OQ0426* NAVD 88 ORTHO HEIGHT -   393.077 (meters)     1289.62  (feet) ADJUSTED
 OQ0426  ______________________________________________________________________
 OQ0426  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 OQ0426  DYNAMIC HEIGHT  -        392.965 (meters)     1289.25  (feet) COMP
 OQ0426  MODELED GRAVITY -    980,324.4   (mgal)                       NAVD 88
 OQ0426
 OQ0426  VERT ORDER      -  SECOND    CLASS 0
 OQ0426
 OQ0426.The horizontal coordinates were scaled from a map and have
 OQ0426.an estimated accuracy of +/- 6 seconds.
 OQ0426
 OQ0426.The orthometric height was determined by differential leveling and
 OQ0426.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0426.in June 1991.
 OQ0426
 OQ0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0426.GEOID18 height accuracy estimate available here.
 OQ0426
 OQ0426.Click photographs - Photos may exist for this station.
 OQ0426
 OQ0426.The dynamic height is computed by dividing the NAVD 88
 OQ0426.geopotential number by the normal gravity value computed on the
 OQ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0426.degrees latitude (g = 980.6199 gals.).
 OQ0426
 OQ0426.The modeled gravity was interpolated from observed gravity values.
 OQ0426
 OQ0426;                    North         East    Units  Estimated Accuracy
 OQ0426;SPC SD S     -   103,110.      868,000.      MT  (+/- 180 meters Scaled)
 OQ0426
 OQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN596864(NAD 83)
 OQ0426
 OQ0426                          SUPERSEDED SURVEY CONTROL
 OQ0426
 OQ0426  NGVD 29 (??/??/92)  392.855  (m)         1288.89   (f) ADJ UNCH    2 0
 OQ0426
 OQ0426.Superseded values are not recommended for survey control.
 OQ0426
 OQ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0426.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0426
 OQ0426_MARKER: R = RIVET
 OQ0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0426_SP_SET: CULVERT
 OQ0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0426
 OQ0426  HISTORY     - Date     Condition        Report By
 OQ0426  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0426  HISTORY     - 1934     GOOD             CGS
 OQ0426  HISTORY     - 1940     GOOD             CGS
 OQ0426
 OQ0426                          STATION DESCRIPTION
 OQ0426
 OQ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0426'1.3 MI NW FROM HOOKER.
 OQ0426'LOCATED 1.3 MILES NORTHWEST OF THE CHICAGO AND NORTH WESTERN
 OQ0426'DEPOT AT HOOKER, ALONG THE CHI. AND N.W.R.R., 0.2 MILES SOUTHEAST
 OQ0426'WITH CROSSING OF GREAT NORTHERN RAILROAD, ON EAST END OF SOUTH
 OQ0426'STONE HEADWALL OF CULVERT 2673, 13.0 FEET SOUTH OF CENTERLINE OF
 OQ0426'TRACK, 1.0 FEET BELOW TOP OF RAIL.  STANDARD RIVET SET IN TOP OF
 OQ0426'STONE HEADWALL.  STANDARD MONEL-METAL RIVET NOT STAMPED.  NOTE-- IN
 OQ0426'1940 IT WAS REPORTED THAT THIS BM WAS LOCATED IN THE SOUTH END
 OQ0426'OF THE WEST STONE WALL.
 OQ0426
 OQ0426                          STATION RECOVERY (1940)
 OQ0426
 OQ0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OQ0426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0424 ***********************************************************************
 OQ0424  DESIGNATION -  RV 2675
 OQ0424  PID         -  OQ0424
 OQ0424  STATE/COUNTY-  SD/TURNER
 OQ0424  COUNTRY     -  US
 OQ0424  USGS QUAD   -  VIBORG (2017)
 OQ0424
 OQ0424                         *CURRENT SURVEY CONTROL
 OQ0424  ______________________________________________________________________
 OQ0424* NAD 83(1986) POSITION- 43 13 17.     (N) 097 02 21.     (W)   SCALED
 OQ0424* NAVD 88 ORTHO HEIGHT -   394.562 (meters)     1294.49  (feet) ADJUSTED
 OQ0424  ______________________________________________________________________
 OQ0424  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 OQ0424  DYNAMIC HEIGHT  -        394.450 (meters)     1294.12  (feet) COMP
 OQ0424  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 OQ0424
 OQ0424  VERT ORDER      -  SECOND    CLASS 0
 OQ0424
 OQ0424.The horizontal coordinates were scaled from a map and have
 OQ0424.an estimated accuracy of +/- 6 seconds.
 OQ0424
 OQ0424.The orthometric height was determined by differential leveling and
 OQ0424.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0424.in June 1991.
 OQ0424
 OQ0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0424.GEOID18 height accuracy estimate available here.
 OQ0424
 OQ0424.Click photographs - Photos may exist for this station.
 OQ0424
 OQ0424.The dynamic height is computed by dividing the NAVD 88
 OQ0424.geopotential number by the normal gravity value computed on the
 OQ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0424.degrees latitude (g = 980.6199 gals.).
 OQ0424
 OQ0424.The modeled gravity was interpolated from observed gravity values.
 OQ0424
 OQ0424;                    North         East    Units  Estimated Accuracy
 OQ0424;SPC SD S     -   103,960.      867,550.      MT  (+/- 180 meters Scaled)
 OQ0424
 OQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN592872(NAD 83)
 OQ0424
 OQ0424                          SUPERSEDED SURVEY CONTROL
 OQ0424
 OQ0424  NGVD 29 (??/??/92)  394.340  (m)         1293.76   (f) ADJ UNCH    2 0
 OQ0424
 OQ0424.Superseded values are not recommended for survey control.
 OQ0424
 OQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0424.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0424
 OQ0424_MARKER: R = RIVET
 OQ0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0424_SP_SET: CULVERT
 OQ0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0424
 OQ0424  HISTORY     - Date     Condition        Report By
 OQ0424  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0424  HISTORY     - 1940     GOOD             CGS
 OQ0424
 OQ0424                          STATION DESCRIPTION
 OQ0424
 OQ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0424'1.9 MI NW FROM HOOKER.
 OQ0424'1.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0424'FROM THE STATION AT HOOKER, TURNER COUNTY, 0.4 MILE NORTHWEST
 OQ0424'OF THE CROSSING OF THE GREAT NORTHERN RAILWAY, AT CULVERT 2675,
 OQ0424'IN THE SOUTH END OF THE WEST STONE HEADWALL, AND 12 FEET SOUTHWEST
 OQ0424'OF THE SOUTHWEST RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0422 ***********************************************************************
 OQ0422  DESIGNATION -  RV 2678
 OQ0422  PID         -  OQ0422
 OQ0422  STATE/COUNTY-  SD/TURNER
 OQ0422  COUNTRY     -  US
 OQ0422  USGS QUAD   -  VIBORG (2017)
 OQ0422
 OQ0422                         *CURRENT SURVEY CONTROL
 OQ0422  ______________________________________________________________________
 OQ0422* NAD 83(1986) POSITION- 43 14 39.     (N) 097 03 18.     (W)   SCALED
 OQ0422* NAVD 88 ORTHO HEIGHT -   396.341 (meters)     1300.33  (feet) ADJUSTED
 OQ0422  ______________________________________________________________________
 OQ0422  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 OQ0422  DYNAMIC HEIGHT  -        396.230 (meters)     1299.96  (feet) COMP
 OQ0422  MODELED GRAVITY -    980,328.1   (mgal)                       NAVD 88
 OQ0422
 OQ0422  VERT ORDER      -  SECOND    CLASS 0
 OQ0422
 OQ0422.The horizontal coordinates were scaled from a map and have
 OQ0422.an estimated accuracy of +/- 6 seconds.
 OQ0422
 OQ0422.The orthometric height was determined by differential leveling and
 OQ0422.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0422.in June 1991.
 OQ0422
 OQ0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0422.GEOID18 height accuracy estimate available here.
 OQ0422
 OQ0422.Click photographs - Photos may exist for this station.
 OQ0422
 OQ0422.The dynamic height is computed by dividing the NAVD 88
 OQ0422.geopotential number by the normal gravity value computed on the
 OQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0422.degrees latitude (g = 980.6199 gals.).
 OQ0422
 OQ0422.The modeled gravity was interpolated from observed gravity values.
 OQ0422
 OQ0422;                    North         East    Units  Estimated Accuracy
 OQ0422;SPC SD S     -   106,440.      866,170.      MT  (+/- 180 meters Scaled)
 OQ0422
 OQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN579897(NAD 83)
 OQ0422
 OQ0422                          SUPERSEDED SURVEY CONTROL
 OQ0422
 OQ0422  NGVD 29 (??/??/92)  396.115  (m)         1299.59   (f) ADJ UNCH    2 0
 OQ0422
 OQ0422.Superseded values are not recommended for survey control.
 OQ0422
 OQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0422.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0422
 OQ0422_MARKER: R = RIVET
 OQ0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0422_SP_SET: CULVERT
 OQ0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0422
 OQ0422  HISTORY     - Date     Condition        Report By
 OQ0422  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0422  HISTORY     - 1940     GOOD             CGS
 OQ0422
 OQ0422                          STATION DESCRIPTION
 OQ0422
 OQ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0422'3.2 MI SE FROM HURLEY.
 OQ0422'3.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0422'FROM THE STATION AT HURLEY, TURNER COUNTY, 3.5 MILES NORTHWEST
 OQ0422'OF THE STATION AT HOOKER, 0.1 MILE NORTHWEST OF THE CROSSING OF
 OQ0422'A SECTION-LINE ROAD, AT CULVERT 2678, IN THE SOUTH END OF THE
 OQ0422'WEST STONE HEADWALL, AND 11.4 FEET SOUTH WEST OF THE SOUTHWEST RAIL.
 OQ0422'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1635 ***********************************************************************
 PU1635  DESIGNATION -  RV 268
 PU1635  PID         -  PU1635
 PU1635  STATE/COUNTY-  SD/MEADE
 PU1635  COUNTRY     -  US
 PU1635  USGS QUAD   -  STURGIS (2017)
 PU1635
 PU1635                         *CURRENT SURVEY CONTROL
 PU1635  ______________________________________________________________________
 PU1635* NAD 83(1986) POSITION- 44 24 09.     (N) 103 30 36.     (W)   SCALED
 PU1635* NAVD 88 ORTHO HEIGHT -  1065.914 (meters)     3497.09  (feet) ADJUSTED
 PU1635  ______________________________________________________________________
 PU1635  GEOID HEIGHT    -        -15.210 (meters)                     GEOID18
 PU1635  DYNAMIC HEIGHT  -       1065.569 (meters)     3495.95  (feet) COMP
 PU1635  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 PU1635
 PU1635  VERT ORDER      -  FIRST     CLASS II
 PU1635
 PU1635.The horizontal coordinates were scaled from a map and have
 PU1635.an estimated accuracy of +/- 6 seconds.
 PU1635
 PU1635.The orthometric height was determined by differential leveling and
 PU1635.adjusted by the NATIONAL GEODETIC SURVEY
 PU1635.in June 1991.
 PU1635
 PU1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1635.GEOID18 height accuracy estimate available here.
 PU1635
 PU1635.Click photographs - Photos may exist for this station.
 PU1635
 PU1635.The dynamic height is computed by dividing the NAVD 88
 PU1635.geopotential number by the normal gravity value computed on the
 PU1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1635.degrees latitude (g = 980.6199 gals.).
 PU1635
 PU1635.The modeled gravity was interpolated from observed gravity values.
 PU1635
 PU1635;                    North         East    Units  Estimated Accuracy
 PU1635;SPC SD N     -    69,310.      320,470.      MT  (+/- 180 meters Scaled)
 PU1635
 PU1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK186176(NAD 83)
 PU1635
 PU1635                          SUPERSEDED SURVEY CONTROL
 PU1635
 PU1635  NGVD 29 (??/??/92) 1065.393  (m)         3495.38   (f) ADJ UNCH    1 2
 PU1635
 PU1635.Superseded values are not recommended for survey control.
 PU1635
 PU1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1635.See file dsdata.pdf to determine how the superseded data were derived.
 PU1635
 PU1635_MARKER: R = RIVET
 PU1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1635_SP_SET: ABUTMENT
 PU1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1635
 PU1635  HISTORY     - Date     Condition        Report By
 PU1635  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1635  HISTORY     - 1962     GOOD             CGS
 PU1635
 PU1635                          STATION DESCRIPTION
 PU1635
 PU1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1635'1.4 MI SE FROM STURGIS.
 PU1635'ABOUT 1.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1635'RAILWAY FROM THE STATION AT STURGIS, AT RAILROAD TRESTLE NUMBER
 PU1635'H 268, 5 FEET NORTHEAST OF NORTHEAST RAIL, ABOUT 3 FEET BELOW
 PU1635'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF THE NORTHEAST END
 PU1635'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE TRESTLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0420 ***********************************************************************
 OQ0420  DESIGNATION -  RV 2681
 OQ0420  PID         -  OQ0420
 OQ0420  STATE/COUNTY-  SD/TURNER
 OQ0420  COUNTRY     -  US
 OQ0420  USGS QUAD   -  HURLEY (2017)
 OQ0420
 OQ0420                         *CURRENT SURVEY CONTROL
 OQ0420  ______________________________________________________________________
 OQ0420* NAD 83(1986) POSITION- 43 16 05.     (N) 097 04 22.     (W)   SCALED
 OQ0420* NAVD 88 ORTHO HEIGHT -   389.950 (meters)     1279.36  (feet) ADJUSTED
 OQ0420  ______________________________________________________________________
 OQ0420  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OQ0420  DYNAMIC HEIGHT  -        389.842 (meters)     1279.01  (feet) COMP
 OQ0420  MODELED GRAVITY -    980,331.5   (mgal)                       NAVD 88
 OQ0420
 OQ0420  VERT ORDER      -  SECOND    CLASS 0
 OQ0420
 OQ0420.The horizontal coordinates were scaled from a map and have
 OQ0420.an estimated accuracy of +/- 6 seconds.
 OQ0420
 OQ0420.The orthometric height was determined by differential leveling and
 OQ0420.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0420.in June 1991.
 OQ0420
 OQ0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0420.GEOID18 height accuracy estimate available here.
 OQ0420
 OQ0420.Click photographs - Photos may exist for this station.
 OQ0420
 OQ0420.The dynamic height is computed by dividing the NAVD 88
 OQ0420.geopotential number by the normal gravity value computed on the
 OQ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0420.degrees latitude (g = 980.6199 gals.).
 OQ0420
 OQ0420.The modeled gravity was interpolated from observed gravity values.
 OQ0420
 OQ0420;                    North         East    Units  Estimated Accuracy
 OQ0420;SPC SD S     -   109,030.      864,620.      MT  (+/- 180 meters Scaled)
 OQ0420
 OQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN564923(NAD 83)
 OQ0420
 OQ0420                          SUPERSEDED SURVEY CONTROL
 OQ0420
 OQ0420  NGVD 29 (??/??/92)  389.720  (m)         1278.61   (f) ADJ UNCH    2 0
 OQ0420
 OQ0420.Superseded values are not recommended for survey control.
 OQ0420
 OQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0420.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0420
 OQ0420_MARKER: R = RIVET
 OQ0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0420_SP_SET: CULVERT
 OQ0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0420
 OQ0420  HISTORY     - Date     Condition        Report By
 OQ0420  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0420  HISTORY     - 1940     GOOD             CGS
 OQ0420
 OQ0420                          STATION DESCRIPTION
 OQ0420
 OQ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0420'1.2 MI SE FROM HURLEY.
 OQ0420'1.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0420'FROM THE STATION AT HURLEY, TURNER COUNTY, AT CULVERT 2681, IN
 OQ0420'THE SOUTH END OF THE WEST STONE HEADWALL, AND 8.6 FEET SOUTHWEST
 OQ0420'OF THE SOUTHWEST RAIL.  A STANDARD MONEL-METAL RIVET
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0419 ***********************************************************************
 OQ0419  DESIGNATION -  RV 2684
 OQ0419  PID         -  OQ0419
 OQ0419  STATE/COUNTY-  SD/TURNER
 OQ0419  COUNTRY     -  US
 OQ0419  USGS QUAD   -  HURLEY (2017)
 OQ0419
 OQ0419                         *CURRENT SURVEY CONTROL
 OQ0419  ______________________________________________________________________
 OQ0419* NAD 83(1986) POSITION- 43 16 49.     (N) 097 04 55.     (W)   SCALED
 OQ0419* NAVD 88 ORTHO HEIGHT -   386.041 (meters)     1266.54  (feet) ADJUSTED
 OQ0419  ______________________________________________________________________
 OQ0419  GEOID HEIGHT    -        -26.188 (meters)                     GEOID18
 OQ0419  DYNAMIC HEIGHT  -        385.934 (meters)     1266.19  (feet) COMP
 OQ0419  MODELED GRAVITY -    980,333.3   (mgal)                       NAVD 88
 OQ0419
 OQ0419  VERT ORDER      -  SECOND    CLASS 0
 OQ0419
 OQ0419.The horizontal coordinates were scaled from a map and have
 OQ0419.an estimated accuracy of +/- 6 seconds.
 OQ0419
 OQ0419.The orthometric height was determined by differential leveling and
 OQ0419.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0419.in June 1991.
 OQ0419
 OQ0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0419.GEOID18 height accuracy estimate available here.
 OQ0419
 OQ0419.Click photographs - Photos may exist for this station.
 OQ0419
 OQ0419.The dynamic height is computed by dividing the NAVD 88
 OQ0419.geopotential number by the normal gravity value computed on the
 OQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0419.degrees latitude (g = 980.6199 gals.).
 OQ0419
 OQ0419.The modeled gravity was interpolated from observed gravity values.
 OQ0419
 OQ0419;                    North         East    Units  Estimated Accuracy
 OQ0419;SPC SD S     -   110,360.      863,830.      MT  (+/- 180 meters Scaled)
 OQ0419
 OQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN556937(NAD 83)
 OQ0419
 OQ0419                          SUPERSEDED SURVEY CONTROL
 OQ0419
 OQ0419  NGVD 29 (??/??/92)  385.808  (m)         1265.77   (f) ADJ UNCH    2 0
 OQ0419
 OQ0419.Superseded values are not recommended for survey control.
 OQ0419
 OQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0419.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0419
 OQ0419_MARKER: R = RIVET
 OQ0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0419_SP_SET: CULVERT
 OQ0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0419
 OQ0419  HISTORY     - Date     Condition        Report By
 OQ0419  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0419  HISTORY     - 1940     GOOD             CGS
 OQ0419
 OQ0419                          STATION DESCRIPTION
 OQ0419
 OQ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0419'AT HURLEY.
 OQ0419'AT HURLEY, TURNER COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OQ0419'RAILWAY, 0.2 MILE SOUTHEAST OF THE STATION, AT CULVERT 2684,
 OQ0419'IN THE SOUTH END OF THE WEST STONE HEADWALL, AND 12 FEET SOUTHWEST
 OQ0419'OF THE SOUTHWEST RAIL.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE
 OQ0419'ORIGINAL DESCRIPTION CALLED THIS CULVERT 2684-1/2, BUT THE
 OQ0419'RELEVELING PARTY IN 1940 FOUND IT TO BE CULVERT 2684.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0412 ***********************************************************************
 OQ0412  DESIGNATION -  RV 2694
 OQ0412  PID         -  OQ0412
 OQ0412  STATE/COUNTY-  SD/TURNER
 OQ0412  COUNTRY     -  US
 OQ0412  USGS QUAD   -  PARKER NE (2017)
 OQ0412
 OQ0412                         *CURRENT SURVEY CONTROL
 OQ0412  ______________________________________________________________________
 OQ0412* NAD 83(1986) POSITION- 43 22 33.     (N) 097 06 43.     (W)   SCALED
 OQ0412* NAVD 88 ORTHO HEIGHT -   405.838 (meters)     1331.49  (feet) ADJUSTED
 OQ0412  ______________________________________________________________________
 OQ0412  GEOID HEIGHT    -        -26.205 (meters)                     GEOID18
 OQ0412  DYNAMIC HEIGHT  -        405.729 (meters)     1331.13  (feet) COMP
 OQ0412  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 OQ0412
 OQ0412  VERT ORDER      -  SECOND    CLASS 0
 OQ0412
 OQ0412.The horizontal coordinates were scaled from a map and have
 OQ0412.an estimated accuracy of +/- 6 seconds.
 OQ0412
 OQ0412.The orthometric height was determined by differential leveling and
 OQ0412.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0412.in June 1991.
 OQ0412
 OQ0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0412.GEOID18 height accuracy estimate available here.
 OQ0412
 OQ0412.Click photographs - Photos may exist for this station.
 OQ0412
 OQ0412.The dynamic height is computed by dividing the NAVD 88
 OQ0412.geopotential number by the normal gravity value computed on the
 OQ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0412.degrees latitude (g = 980.6199 gals.).
 OQ0412
 OQ0412.The modeled gravity was interpolated from observed gravity values.
 OQ0412
 OQ0412;                    North         East    Units  Estimated Accuracy
 OQ0412;SPC SD S     -   120,870.      860,980.      MT  (+/- 180 meters Scaled)
 OQ0412
 OQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP529042(NAD 83)
 OQ0412
 OQ0412                          SUPERSEDED SURVEY CONTROL
 OQ0412
 OQ0412  NGVD 29 (??/??/92)  405.586  (m)         1330.66   (f) ADJ UNCH    2 0
 OQ0412
 OQ0412.Superseded values are not recommended for survey control.
 OQ0412
 OQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0412.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0412
 OQ0412_MARKER: R = RIVET
 OQ0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0412_SP_SET: BRIDGE
 OQ0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0412
 OQ0412  HISTORY     - Date     Condition        Report By
 OQ0412  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0412  HISTORY     - 1934     GOOD             CGS
 OQ0412  HISTORY     - 1940     GOOD             CGS
 OQ0412
 OQ0412                          STATION DESCRIPTION
 OQ0412
 OQ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0412'2.3 MI SE FROM PARKER.
 OQ0412'LOCATED 2.3 MILES SOUTHEAST OF THE CHICAGO AND NORTH WESTERN
 OQ0412'DEPOT AT PARKER, ALONG CHI. AND N.W.R.R., ON BRIDGE 2694, ON
 OQ0412'EAST END OF SOUTH STONE HEADWALL, 14.5 FEET SOUTH OF CENTERLINE
 OQ0412'OF TRACK, 1.5 FEET BELOW TOP OF RAIL.  STANDARD MONEL METAL RIVET
 OQ0412'SET IN STONE HEADWALL.
 OQ0412
 OQ0412                          STATION RECOVERY (1940)
 OQ0412
 OQ0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OQ0412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0405 ***********************************************************************
 OQ0405  DESIGNATION -  RV 2710
 OQ0405  PID         -  OQ0405
 OQ0405  STATE/COUNTY-  SD/TURNER
 OQ0405  COUNTRY     -  US
 OQ0405  USGS QUAD   -  PARKER (2017)
 OQ0405
 OQ0405                         *CURRENT SURVEY CONTROL
 OQ0405  ______________________________________________________________________
 OQ0405* NAD 83(1986) POSITION- 43 27 15.     (N) 097 12 16.     (W)   SCALED
 OQ0405* NAVD 88 ORTHO HEIGHT -   452.455 (meters)     1484.43  (feet) ADJUSTED
 OQ0405  ______________________________________________________________________
 OQ0405  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 OQ0405  DYNAMIC HEIGHT  -        452.335 (meters)     1484.04  (feet) COMP
 OQ0405  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 OQ0405
 OQ0405  VERT ORDER      -  SECOND    CLASS 0
 OQ0405
 OQ0405.The horizontal coordinates were scaled from a map and have
 OQ0405.an estimated accuracy of +/- 6 seconds.
 OQ0405
 OQ0405.The orthometric height was determined by differential leveling and
 OQ0405.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0405.in June 1991.
 OQ0405
 OQ0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0405.GEOID18 height accuracy estimate available here.
 OQ0405
 OQ0405.Click photographs - Photos may exist for this station.
 OQ0405
 OQ0405.The dynamic height is computed by dividing the NAVD 88
 OQ0405.geopotential number by the normal gravity value computed on the
 OQ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0405.degrees latitude (g = 980.6199 gals.).
 OQ0405
 OQ0405.The modeled gravity was interpolated from observed gravity values.
 OQ0405
 OQ0405;                    North         East    Units  Estimated Accuracy
 OQ0405;SPC SD S     -   129,280.      853,160.      MT  (+/- 180 meters Scaled)
 OQ0405
 OQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP452128(NAD 83)
 OQ0405
 OQ0405                          SUPERSEDED SURVEY CONTROL
 OQ0405
 OQ0405  NGVD 29 (??/??/92)  452.186  (m)         1483.55   (f) ADJ UNCH    2 0
 OQ0405
 OQ0405.Superseded values are not recommended for survey control.
 OQ0405
 OQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0405.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0405
 OQ0405_MARKER: R = RIVET
 OQ0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0405_SP_SET: CULVERT
 OQ0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0405
 OQ0405  HISTORY     - Date     Condition        Report By
 OQ0405  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0405  HISTORY     - 1934     GOOD             CGS
 OQ0405
 OQ0405                          STATION DESCRIPTION
 OQ0405
 OQ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0405'2.4 MI SE FROM MONROE.
 OQ0405'LOCATED 2.4 MILES SOUTHEAST OF THE CHICAGO AND NORTH WESTERN
 OQ0405'DEPOT AT MONROE, ALONG CHI. AND N.W.R.R., ON CULVERT 2710, ON
 OQ0405'EAST END OF NORTH CONCRETE HEADWALL, 12.5 FEET NORTH OF CENTERLINE
 OQ0405'OF TRACK, 2.0 FEET BELOW TOP OF RAIL.  STANDARD MONEL METAL RIVET
 OQ0405'SET IN CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1642 ***********************************************************************
 PU1642  DESIGNATION -  RV 272
 PU1642  PID         -  PU1642
 PU1642  STATE/COUNTY-  SD/MEADE
 PU1642  COUNTRY     -  US
 PU1642  USGS QUAD   -  STURGIS (2017)
 PU1642
 PU1642                         *CURRENT SURVEY CONTROL
 PU1642  ______________________________________________________________________
 PU1642* NAD 83(1986) POSITION- 44 24 52.     (N) 103 31 22.     (W)   SCALED
 PU1642* NAVD 88 ORTHO HEIGHT -  1058.120 (meters)     3471.52  (feet) ADJUSTED
 PU1642  ______________________________________________________________________
 PU1642  GEOID HEIGHT    -        -15.218 (meters)                     GEOID18
 PU1642  DYNAMIC HEIGHT  -       1057.778 (meters)     3470.39  (feet) COMP
 PU1642  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 PU1642
 PU1642  VERT ORDER      -  FIRST     CLASS II
 PU1642
 PU1642.The horizontal coordinates were scaled from a map and have
 PU1642.an estimated accuracy of +/- 6 seconds.
 PU1642
 PU1642.The orthometric height was determined by differential leveling and
 PU1642.adjusted by the NATIONAL GEODETIC SURVEY
 PU1642.in June 1991.
 PU1642
 PU1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1642.GEOID18 height accuracy estimate available here.
 PU1642
 PU1642.Click photographs - Photos may exist for this station.
 PU1642
 PU1642.The dynamic height is computed by dividing the NAVD 88
 PU1642.geopotential number by the normal gravity value computed on the
 PU1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1642.degrees latitude (g = 980.6199 gals.).
 PU1642
 PU1642.The modeled gravity was interpolated from observed gravity values.
 PU1642
 PU1642;                    North         East    Units  Estimated Accuracy
 PU1642;SPC SD N     -    70,680.      319,510.      MT  (+/- 180 meters Scaled)
 PU1642
 PU1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK176189(NAD 83)
 PU1642
 PU1642                          SUPERSEDED SURVEY CONTROL
 PU1642
 PU1642  NGVD 29 (??/??/92) 1057.600  (m)         3469.81   (f) ADJ UNCH    1 2
 PU1642
 PU1642.Superseded values are not recommended for survey control.
 PU1642
 PU1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1642.See file dsdata.pdf to determine how the superseded data were derived.
 PU1642
 PU1642_MARKER: R = RIVET
 PU1642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1642_SP_SET: ABUTMENT
 PU1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1642+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 PU1642
 PU1642  HISTORY     - Date     Condition        Report By
 PU1642  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1642  HISTORY     - 1962     GOOD             CGS
 PU1642  HISTORY     - 1963     GOOD             CGS
 PU1642  HISTORY     - 20120327 GOOD             INDIV
 PU1642
 PU1642                          STATION DESCRIPTION
 PU1642
 PU1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1642'0.2 MI E FROM STURGIS.
 PU1642'THIS MARK WAS RECOVERED IN GOOD CONDITION WITH A NEW DETAILED
 PU1642'DESCRIPTION AS FOLLOWS-- ABOUT 0.2 MILE EAST ALONG THE CHICAGO
 PU1642'AND NORTH WESTERN RAILWAY FROM THE STATION AT STURGIS, IN SECTION
 PU1642'9, T 5 N, R 5 E, 4 1/2 FEET NORTH OF THE NORTH RAIL, ABOUT LEVEL
 PU1642'WITH THE RAIL, AND SET IN THE TOP OF THE NORTH END OF THE WEST
 PU1642'ABUTMENT OF U.S. HIGHWAY 14A UNDERPASS.
 PU1642
 PU1642                          STATION RECOVERY (1963)
 PU1642
 PU1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1642'RECOVERED IN GOOD CONDITION.
 PU1642
 PU1642                          STATION RECOVERY (2012)
 PU1642
 PU1642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0381 ***********************************************************************
 OQ0381  DESIGNATION -  RV 2723
 OQ0381  PID         -  OQ0381
 OQ0381  STATE/COUNTY-  SD/MCCOOK
 OQ0381  COUNTRY     -  US
 OQ0381  USGS QUAD   -  EAST VERMILLION LAKE (2017)
 OQ0381
 OQ0381                         *CURRENT SURVEY CONTROL
 OQ0381  ______________________________________________________________________
 OQ0381* NAD 83(1986) POSITION- 43 31 37.     (N) 097 14 26.     (W)   SCALED
 OQ0381* NAVD 88 ORTHO HEIGHT -   467.805 (meters)     1534.79  (feet) ADJUSTED
 OQ0381  ______________________________________________________________________
 OQ0381  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 OQ0381  DYNAMIC HEIGHT  -        467.680 (meters)     1534.38  (feet) COMP
 OQ0381  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 OQ0381
 OQ0381  VERT ORDER      -  SECOND    CLASS 0
 OQ0381
 OQ0381.The horizontal coordinates were scaled from a map and have
 OQ0381.an estimated accuracy of +/- 6 seconds.
 OQ0381
 OQ0381.The orthometric height was determined by differential leveling and
 OQ0381.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0381.in June 1991.
 OQ0381
 OQ0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0381.GEOID18 height accuracy estimate available here.
 OQ0381
 OQ0381.Click photographs - Photos may exist for this station.
 OQ0381
 OQ0381.The dynamic height is computed by dividing the NAVD 88
 OQ0381.geopotential number by the normal gravity value computed on the
 OQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0381.degrees latitude (g = 980.6199 gals.).
 OQ0381
 OQ0381.The modeled gravity was interpolated from observed gravity values.
 OQ0381
 OQ0381;                    North         East    Units  Estimated Accuracy
 OQ0381;SPC SD S     -   137,250.      849,940.      MT  (+/- 180 meters Scaled)
 OQ0381
 OQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP421208(NAD 83)
 OQ0381
 OQ0381                          SUPERSEDED SURVEY CONTROL
 OQ0381
 OQ0381  NGVD 29 (??/??/92)  467.526  (m)         1533.87   (f) ADJ UNCH    2 0
 OQ0381
 OQ0381.Superseded values are not recommended for survey control.
 OQ0381
 OQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0381.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0381
 OQ0381_MARKER: R = RIVET
 OQ0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0381_SP_SET: BRIDGE
 OQ0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0381
 OQ0381  HISTORY     - Date     Condition        Report By
 OQ0381  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0381  HISTORY     - 1934     GOOD             CGS
 OQ0381
 OQ0381                          STATION DESCRIPTION
 OQ0381
 OQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0381'3.1 MI NW FROM MONROE.
 OQ0381'IN MC COOK COUNTY, 3.1 MILES NORTHWEST ALONG THE CHICAGO AND
 OQ0381'NORTH WESTERN RAILWAY FROM THE STATION AT MONROE, TURNER COUNTY,
 OQ0381'AT BRIDGE 2723, IN THE EAST END OF THE SOUTH STONE HEADWALL,
 OQ0381'12 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 OQ0381'LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0379 ***********************************************************************
 OQ0379  DESIGNATION -  RV 2724
 OQ0379  PID         -  OQ0379
 OQ0379  STATE/COUNTY-  SD/MCCOOK
 OQ0379  COUNTRY     -  US
 OQ0379  USGS QUAD   -  EAST VERMILLION LAKE (2017)
 OQ0379
 OQ0379                         *CURRENT SURVEY CONTROL
 OQ0379  ______________________________________________________________________
 OQ0379* NAD 83(1986) POSITION- 43 32 14.     (N) 097 14 47.     (W)   SCALED
 OQ0379* NAVD 88 ORTHO HEIGHT -   470.572 (meters)     1543.87  (feet) ADJUSTED
 OQ0379  ______________________________________________________________________
 OQ0379  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 OQ0379  DYNAMIC HEIGHT  -        470.446 (meters)     1543.45  (feet) COMP
 OQ0379  MODELED GRAVITY -    980,337.3   (mgal)                       NAVD 88
 OQ0379
 OQ0379  VERT ORDER      -  SECOND    CLASS 0
 OQ0379
 OQ0379.The horizontal coordinates were scaled from a map and have
 OQ0379.an estimated accuracy of +/- 6 seconds.
 OQ0379
 OQ0379.The orthometric height was determined by differential leveling and
 OQ0379.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0379.in June 1991.
 OQ0379
 OQ0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0379.GEOID18 height accuracy estimate available here.
 OQ0379
 OQ0379.Click photographs - Photos may exist for this station.
 OQ0379
 OQ0379.The dynamic height is computed by dividing the NAVD 88
 OQ0379.geopotential number by the normal gravity value computed on the
 OQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0379.degrees latitude (g = 980.6199 gals.).
 OQ0379
 OQ0379.The modeled gravity was interpolated from observed gravity values.
 OQ0379
 OQ0379;                    North         East    Units  Estimated Accuracy
 OQ0379;SPC SD S     -   138,380.      849,430.      MT  (+/- 180 meters Scaled)
 OQ0379
 OQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP416219(NAD 83)
 OQ0379
 OQ0379                          SUPERSEDED SURVEY CONTROL
 OQ0379
 OQ0379  NGVD 29 (??/??/92)  470.292  (m)         1542.95   (f) ADJ UNCH    2 0
 OQ0379
 OQ0379.Superseded values are not recommended for survey control.
 OQ0379
 OQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0379.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0379
 OQ0379_MARKER: R = RIVET
 OQ0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0379_SP_SET: BRIDGE
 OQ0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0379
 OQ0379  HISTORY     - Date     Condition        Report By
 OQ0379  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0379  HISTORY     - 1934     GOOD             CGS
 OQ0379
 OQ0379                          STATION DESCRIPTION
 OQ0379
 OQ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0379'3.9 MI NW FROM MONROE.
 OQ0379'IN MC COOK COUNTY, 3.9 MILES NORTHWEST ALONG THE CHICAGO AND
 OQ0379'NORTH WESTERN RAILWAY FROM THE STATION AT MONROE, TURNER
 OQ0379'COUNTY, AT MILEPOST 61, AT BRIDGE 2724, IN THE EAST END OF THE
 OQ0379'SOUTH STONE HEADWALL, 12 FEET SOUTH OF THE CENTER LINE OF THE
 OQ0379'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 OQ0379'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0374 ***********************************************************************
 OQ0374  DESIGNATION -  RV 2739
 OQ0374  PID         -  OQ0374
 OQ0374  STATE/COUNTY-  SD/MCCOOK
 OQ0374  COUNTRY     -  US
 OQ0374  USGS QUAD   -  SALEM NE (2017)
 OQ0374
 OQ0374                         *CURRENT SURVEY CONTROL
 OQ0374  ______________________________________________________________________
 OQ0374* NAD 83(1986) POSITION- 43 38 10.     (N) 097 19 13.     (W)   SCALED
 OQ0374* NAVD 88 ORTHO HEIGHT -   464.480 (meters)     1523.88  (feet) ADJUSTED
 OQ0374  ______________________________________________________________________
 OQ0374  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 OQ0374  DYNAMIC HEIGHT  -        464.361 (meters)     1523.49  (feet) COMP
 OQ0374  MODELED GRAVITY -    980,348.6   (mgal)                       NAVD 88
 OQ0374
 OQ0374  VERT ORDER      -  SECOND    CLASS 0
 OQ0374
 OQ0374.The horizontal coordinates were scaled from a map and have
 OQ0374.an estimated accuracy of +/- 6 seconds.
 OQ0374
 OQ0374.The orthometric height was determined by differential leveling and
 OQ0374.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0374.in June 1991.
 OQ0374
 OQ0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0374.GEOID18 height accuracy estimate available here.
 OQ0374
 OQ0374.Click photographs - Photos may exist for this station.
 OQ0374
 OQ0374.The dynamic height is computed by dividing the NAVD 88
 OQ0374.geopotential number by the normal gravity value computed on the
 OQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0374.degrees latitude (g = 980.6199 gals.).
 OQ0374
 OQ0374.The modeled gravity was interpolated from observed gravity values.
 OQ0374
 OQ0374;                    North         East    Units  Estimated Accuracy
 OQ0374;SPC SD S     -   149,140.      843,060.      MT  (+/- 180 meters Scaled)
 OQ0374
 OQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP354328(NAD 83)
 OQ0374
 OQ0374                          SUPERSEDED SURVEY CONTROL
 OQ0374
 OQ0374  NGVD 29 (??/??/92)  464.193  (m)         1522.94   (f) ADJ UNCH    2 0
 OQ0374
 OQ0374.Superseded values are not recommended for survey control.
 OQ0374
 OQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0374.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0374
 OQ0374_MARKER: R = RIVET
 OQ0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0374_SP_SET: BRIDGE
 OQ0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0374
 OQ0374  HISTORY     - Date     Condition        Report By
 OQ0374  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0374  HISTORY     - 1934     GOOD             CGS
 OQ0374
 OQ0374                          STATION DESCRIPTION
 OQ0374
 OQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0374'3 MI NW FROM CANISTOTA.
 OQ0374'3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0374'FROM THE STATION AT CANISTOTA, MC COOK COUNTY, 0.3 MILE
 OQ0374'SOUTHEAST OF MILEPOST 69, AT BRIDGE 2739, IN THE SOUTHEAST
 OQ0374'CORNER OF THE SOUTH CONCRETE HEADWALL, 15 FEET SOUTH OF THE
 OQ0374'CENTER LINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE
 OQ0374'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1644 ***********************************************************************
 PU1644  DESIGNATION -  RV 274
 PU1644  PID         -  PU1644
 PU1644  STATE/COUNTY-  SD/MEADE
 PU1644  COUNTRY     -  US
 PU1644  USGS QUAD   -  STURGIS (2017)
 PU1644
 PU1644                         *CURRENT SURVEY CONTROL
 PU1644  ______________________________________________________________________
 PU1644* NAD 83(1986) POSITION- 44 25 11.     (N) 103 32 34.     (W)   SCALED
 PU1644* NAVD 88 ORTHO HEIGHT -  1072.940 (meters)     3520.14  (feet) ADJUSTED
 PU1644  ______________________________________________________________________
 PU1644  GEOID HEIGHT    -        -15.152 (meters)                     GEOID18
 PU1644  DYNAMIC HEIGHT  -       1072.592 (meters)     3519.00  (feet) COMP
 PU1644  MODELED GRAVITY -    980,256.8   (mgal)                       NAVD 88
 PU1644
 PU1644  VERT ORDER      -  FIRST     CLASS II
 PU1644
 PU1644.The horizontal coordinates were scaled from a map and have
 PU1644.an estimated accuracy of +/- 6 seconds.
 PU1644
 PU1644.The orthometric height was determined by differential leveling and
 PU1644.adjusted by the NATIONAL GEODETIC SURVEY
 PU1644.in June 1991.
 PU1644
 PU1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1644.GEOID18 height accuracy estimate available here.
 PU1644
 PU1644.Click photographs - Photos may exist for this station.
 PU1644
 PU1644.The dynamic height is computed by dividing the NAVD 88
 PU1644.geopotential number by the normal gravity value computed on the
 PU1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1644.degrees latitude (g = 980.6199 gals.).
 PU1644
 PU1644.The modeled gravity was interpolated from observed gravity values.
 PU1644
 PU1644;                    North         East    Units  Estimated Accuracy
 PU1644;SPC SD N     -    71,330.      317,950.      MT  (+/- 180 meters Scaled)
 PU1644
 PU1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK160195(NAD 83)
 PU1644
 PU1644                          SUPERSEDED SURVEY CONTROL
 PU1644
 PU1644  NGVD 29 (??/??/92) 1072.419  (m)         3518.43   (f) ADJ UNCH    1 2
 PU1644
 PU1644.Superseded values are not recommended for survey control.
 PU1644
 PU1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1644.See file dsdata.pdf to determine how the superseded data were derived.
 PU1644
 PU1644_MARKER: R = RIVET
 PU1644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1644_SP_SET: ABUTMENT
 PU1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1644
 PU1644  HISTORY     - Date     Condition        Report By
 PU1644  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1644  HISTORY     - 1962     GOOD             CGS
 PU1644  HISTORY     - 20120816 MARK NOT FOUND   INDIV
 PU1644
 PU1644                          STATION DESCRIPTION
 PU1644
 PU1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1644'0.9 MI W FROM STURGIS.
 PU1644'ABOUT 0.9 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1644'FROM THE STATION AT STURGIS, IN SECTION 5, T 5 N, R 5 E, 15 POLES
 PU1644'WEST OF MILE POST 129, 7 FEET NORTH OF THE NORTH RAIL, ABOUT
 PU1644'1 FOOT BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF THE
 PU1644'NORTH END OF THE WEST ABUTMENT OF THE BRIDGE OVER BEAR BUTTE CREEK.
 PU1644
 PU1644                          STATION RECOVERY (2012)
 PU1644
 PU1644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1644'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1645 ***********************************************************************
 PU1645  DESIGNATION -  RV 275
 PU1645  PID         -  PU1645
 PU1645  STATE/COUNTY-  SD/MEADE
 PU1645  COUNTRY     -  US
 PU1645  USGS QUAD   -  STURGIS (2017)
 PU1645
 PU1645                         *CURRENT SURVEY CONTROL
 PU1645  ______________________________________________________________________
 PU1645* NAD 83(1986) POSITION- 44 25 17.     (N) 103 32 56.     (W)   SCALED
 PU1645* NAVD 88 ORTHO HEIGHT -  1078.904 (meters)     3539.70  (feet) ADJUSTED
 PU1645  ______________________________________________________________________
 PU1645  GEOID HEIGHT    -        -15.133 (meters)                     GEOID18
 PU1645  DYNAMIC HEIGHT  -       1078.555 (meters)     3538.56  (feet) COMP
 PU1645  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 PU1645
 PU1645  VERT ORDER      -  FIRST     CLASS II
 PU1645
 PU1645.The horizontal coordinates were scaled from a map and have
 PU1645.an estimated accuracy of +/- 6 seconds.
 PU1645
 PU1645.The orthometric height was determined by differential leveling and
 PU1645.adjusted by the NATIONAL GEODETIC SURVEY
 PU1645.in June 1991.
 PU1645
 PU1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1645.GEOID18 height accuracy estimate available here.
 PU1645
 PU1645.Click photographs - Photos may exist for this station.
 PU1645
 PU1645.The dynamic height is computed by dividing the NAVD 88
 PU1645.geopotential number by the normal gravity value computed on the
 PU1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1645.degrees latitude (g = 980.6199 gals.).
 PU1645
 PU1645.The modeled gravity was interpolated from observed gravity values.
 PU1645
 PU1645;                    North         East    Units  Estimated Accuracy
 PU1645;SPC SD N     -    71,540.      317,470.      MT  (+/- 180 meters Scaled)
 PU1645
 PU1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK155197(NAD 83)
 PU1645
 PU1645                          SUPERSEDED SURVEY CONTROL
 PU1645
 PU1645  NGVD 29 (??/??/92) 1078.383  (m)         3537.99   (f) ADJ UNCH    1 2
 PU1645
 PU1645.Superseded values are not recommended for survey control.
 PU1645
 PU1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1645.See file dsdata.pdf to determine how the superseded data were derived.
 PU1645
 PU1645_MARKER: R = RIVET
 PU1645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1645_SP_SET: ABUTMENT
 PU1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1645+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 PU1645
 PU1645  HISTORY     - Date     Condition        Report By
 PU1645  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1645  HISTORY     - 1962     GOOD             CGS
 PU1645  HISTORY     - 20120816 GOOD             INDIV
 PU1645
 PU1645                          STATION DESCRIPTION
 PU1645
 PU1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1645'1.2 MI W FROM STURGIS.
 PU1645'ABOUT 1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1645'FROM THE STATION AT STURGIS, IN SECTION 5, T 5 N, R 5 E, 9 1/2
 PU1645'POLES EAST OF MILE POST 130, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1645'RAIL, 5 FEET NORTH OF THE NORTH RAIL, AND SET IN THE TOP OF THE
 PU1645'NORTH END OF THE WEST ABUTMENT OF BRIDGE H275.
 PU1645
 PU1645                          STATION RECOVERY (2012)
 PU1645
 PU1645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1647 ***********************************************************************
 PU1647  DESIGNATION -  RV 276
 PU1647  PID         -  PU1647
 PU1647  STATE/COUNTY-  SD/MEADE
 PU1647  COUNTRY     -  US
 PU1647  USGS QUAD   -  STURGIS (2017)
 PU1647
 PU1647                         *CURRENT SURVEY CONTROL
 PU1647  ______________________________________________________________________
 PU1647* NAD 83(1986) POSITION- 44 25 20.     (N) 103 33 07.     (W)   SCALED
 PU1647* NAVD 88 ORTHO HEIGHT -  1080.741 (meters)     3545.73  (feet) ADJUSTED
 PU1647  ______________________________________________________________________
 PU1647  GEOID HEIGHT    -        -15.123 (meters)                     GEOID18
 PU1647  DYNAMIC HEIGHT  -       1080.391 (meters)     3544.58  (feet) COMP
 PU1647  MODELED GRAVITY -    980,256.5   (mgal)                       NAVD 88
 PU1647
 PU1647  VERT ORDER      -  FIRST     CLASS II
 PU1647
 PU1647.The horizontal coordinates were scaled from a map and have
 PU1647.an estimated accuracy of +/- 6 seconds.
 PU1647
 PU1647.The orthometric height was determined by differential leveling and
 PU1647.adjusted by the NATIONAL GEODETIC SURVEY
 PU1647.in June 1991.
 PU1647
 PU1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1647.GEOID18 height accuracy estimate available here.
 PU1647
 PU1647.Click photographs - Photos may exist for this station.
 PU1647
 PU1647.The dynamic height is computed by dividing the NAVD 88
 PU1647.geopotential number by the normal gravity value computed on the
 PU1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1647.degrees latitude (g = 980.6199 gals.).
 PU1647
 PU1647.The modeled gravity was interpolated from observed gravity values.
 PU1647
 PU1647;                    North         East    Units  Estimated Accuracy
 PU1647;SPC SD N     -    71,640.      317,230.      MT  (+/- 180 meters Scaled)
 PU1647
 PU1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK152197(NAD 83)
 PU1647
 PU1647                          SUPERSEDED SURVEY CONTROL
 PU1647
 PU1647  NGVD 29 (??/??/92) 1080.218  (m)         3544.02   (f) ADJ UNCH    1 2
 PU1647
 PU1647.Superseded values are not recommended for survey control.
 PU1647
 PU1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1647.See file dsdata.pdf to determine how the superseded data were derived.
 PU1647
 PU1647_MARKER: R = RIVET
 PU1647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1647_SP_SET: PIER
 PU1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1647+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 PU1647
 PU1647  HISTORY     - Date     Condition        Report By
 PU1647  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1647  HISTORY     - 1962     GOOD             CGS
 PU1647  HISTORY     - 20120816 GOOD             INDIV
 PU1647
 PU1647                          STATION DESCRIPTION
 PU1647
 PU1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1647'1.4 MI W FROM STURGIS.
 PU1647'ABOUT 1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1647'FROM THE STATION AT STURGIS, IN SECTION 6, T 5 N, R 5 E, 4 POLES
 PU1647'EAST OF MILE POST 130, 5 FEET NORTH OF THE NORTH RAIL, 3 1/2 FEET
 PU1647'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF THE NORTH END
 PU1647'OF THE WEST CONCRETE PIER OF TRESTLE H276.
 PU1647
 PU1647                          STATION RECOVERY (2012)
 PU1647
 PU1647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1649 ***********************************************************************
 PU1649  DESIGNATION -  RV 276 1/2
 PU1649  PID         -  PU1649
 PU1649  STATE/COUNTY-  SD/MEADE
 PU1649  COUNTRY     -  US
 PU1649  USGS QUAD   -  STURGIS (2017)
 PU1649
 PU1649                         *CURRENT SURVEY CONTROL
 PU1649  ______________________________________________________________________
 PU1649* NAD 83(1986) POSITION- 44 25 33.     (N) 103 33 58.     (W)   SCALED
 PU1649* NAVD 88 ORTHO HEIGHT -  1094.929 (meters)     3592.28  (feet) ADJUSTED
 PU1649  ______________________________________________________________________
 PU1649  GEOID HEIGHT    -        -15.077 (meters)                     GEOID18
 PU1649  DYNAMIC HEIGHT  -       1094.574 (meters)     3591.11  (feet) COMP
 PU1649  MODELED GRAVITY -    980,255.2   (mgal)                       NAVD 88
 PU1649
 PU1649  VERT ORDER      -  FIRST     CLASS II
 PU1649
 PU1649.The horizontal coordinates were scaled from a map and have
 PU1649.an estimated accuracy of +/- 6 seconds.
 PU1649
 PU1649.The orthometric height was determined by differential leveling and
 PU1649.adjusted by the NATIONAL GEODETIC SURVEY
 PU1649.in June 1991.
 PU1649
 PU1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1649.GEOID18 height accuracy estimate available here.
 PU1649
 PU1649.Click photographs - Photos may exist for this station.
 PU1649
 PU1649.The dynamic height is computed by dividing the NAVD 88
 PU1649.geopotential number by the normal gravity value computed on the
 PU1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1649.degrees latitude (g = 980.6199 gals.).
 PU1649
 PU1649.The modeled gravity was interpolated from observed gravity values.
 PU1649
 PU1649;                    North         East    Units  Estimated Accuracy
 PU1649;SPC SD N     -    72,090.      316,120.      MT  (+/- 180 meters Scaled)
 PU1649
 PU1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK141201(NAD 83)
 PU1649
 PU1649                          SUPERSEDED SURVEY CONTROL
 PU1649
 PU1649  NGVD 29 (??/??/92) 1094.403  (m)         3590.55   (f) ADJ UNCH    1 2
 PU1649
 PU1649.Superseded values are not recommended for survey control.
 PU1649
 PU1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1649.See file dsdata.pdf to determine how the superseded data were derived.
 PU1649
 PU1649_MARKER: R = RIVET
 PU1649_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1649_SP_SET: CULVERT HEADWALL
 PU1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1649+STABILITY: SURFACE MOTION
 PU1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1649+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 PU1649
 PU1649  HISTORY     - Date     Condition        Report By
 PU1649  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1649  HISTORY     - 1962     GOOD             CGS
 PU1649  HISTORY     - 20120321 GOOD             INDIV
 PU1649
 PU1649                          STATION DESCRIPTION
 PU1649
 PU1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1649'2 MI NW FROM STURGIS.
 PU1649'ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1649'RAILWAY FROM THE STATION AT STURGIS, IN SECTION 6, T 5 N, R 5 E,
 PU1649'17 POLES NORTHWEST OF MILE POST 130, 9 1/2 FEET NORTH OF THE NORTH
 PU1649'RAIL, 1/2 FOOT BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF
 PU1649'THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 PU1649
 PU1649                          STATION RECOVERY (2012)
 PU1649
 PU1649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1655 ***********************************************************************
 PU1655  DESIGNATION -  RV 287
 PU1655  PID         -  PU1655
 PU1655  STATE/COUNTY-  SD/LAWRENCE
 PU1655  COUNTRY     -  US
 PU1655  USGS QUAD   -  STURGIS (2017)
 PU1655
 PU1655                         *CURRENT SURVEY CONTROL
 PU1655  ______________________________________________________________________
 PU1655* NAD 83(1986) POSITION- 44 27 25.     (N) 103 37 12.     (W)   SCALED
 PU1655* NAVD 88 ORTHO HEIGHT -  1101.138 (meters)     3612.65  (feet) ADJUSTED
 PU1655  ______________________________________________________________________
 PU1655  GEOID HEIGHT    -        -15.026 (meters)                     GEOID18
 PU1655  DYNAMIC HEIGHT  -       1100.782 (meters)     3611.48  (feet) COMP
 PU1655  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 PU1655
 PU1655  VERT ORDER      -  FIRST     CLASS II
 PU1655
 PU1655.The horizontal coordinates were scaled from a map and have
 PU1655.an estimated accuracy of +/- 6 seconds.
 PU1655
 PU1655.The orthometric height was determined by differential leveling and
 PU1655.adjusted by the NATIONAL GEODETIC SURVEY
 PU1655.in June 1991.
 PU1655
 PU1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1655.GEOID18 height accuracy estimate available here.
 PU1655
 PU1655.Click photographs - Photos may exist for this station.
 PU1655
 PU1655.The dynamic height is computed by dividing the NAVD 88
 PU1655.geopotential number by the normal gravity value computed on the
 PU1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1655.degrees latitude (g = 980.6199 gals.).
 PU1655
 PU1655.The modeled gravity was interpolated from observed gravity values.
 PU1655
 PU1655;                    North         East    Units  Estimated Accuracy
 PU1655;SPC SD N     -    75,740.      311,990.      MT  (+/- 180 meters Scaled)
 PU1655
 PU1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK097235(NAD 83)
 PU1655
 PU1655                          SUPERSEDED SURVEY CONTROL
 PU1655
 PU1655  NGVD 29 (??/??/92) 1100.611  (m)         3610.92   (f) ADJ UNCH    1 2
 PU1655
 PU1655.Superseded values are not recommended for survey control.
 PU1655
 PU1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1655.See file dsdata.pdf to determine how the superseded data were derived.
 PU1655
 PU1655_MARKER: R = RIVET
 PU1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1655_SP_SET: ABUTMENT
 PU1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1655
 PU1655  HISTORY     - Date     Condition        Report By
 PU1655  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1655  HISTORY     - 1962     GOOD             CGS
 PU1655
 PU1655                          STATION DESCRIPTION
 PU1655
 PU1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1655'1 MI SE FROM WHITEWOOD.
 PU1655'THIS MARK WAS RECOVERED IN GOOD CONDITION WITH A NEW DETAILED
 PU1655'DESCRIPTION AS FOLLOWS-- ABOUT 1.0 MILE SOUTHEAST ALONG THE
 PU1655'CHICAGO AND NORTH WESTERN RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS
 PU1655'AT WHITEWOOD, AT BRIDGE H287 OVER WHITEWOOD CREEK IN SECTION 27,
 PU1655'T 6 N, R 4 E, 4 FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET NORTH OF
 PU1655'THE SOUTH END OF THE ABUTMENT, 15.0 FEET SOUTH AND ACROSS THE
 PU1655'TRACK FROM B.M. T 24 1934, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1655'RAIL, AND SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT
 PU1655'OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1662 ***********************************************************************
 PU1662  DESIGNATION -  RV 293 3/6
 PU1662  PID         -  PU1662
 PU1662  STATE/COUNTY-  SD/LAWRENCE
 PU1662  COUNTRY     -  US
 PU1662  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1662
 PU1662                         *CURRENT SURVEY CONTROL
 PU1662  ______________________________________________________________________
 PU1662* NAD 83(1986) POSITION- 44 29 46.     (N) 103 39 47.     (W)   SCALED
 PU1662* NAVD 88 ORTHO HEIGHT -  1112.230 (meters)     3649.04  (feet) ADJUSTED
 PU1662  ______________________________________________________________________
 PU1662  GEOID HEIGHT    -        -15.073 (meters)                     GEOID18
 PU1662  DYNAMIC HEIGHT  -       1111.874 (meters)     3647.87  (feet) COMP
 PU1662  MODELED GRAVITY -    980,259.1   (mgal)                       NAVD 88
 PU1662
 PU1662  VERT ORDER      -  FIRST     CLASS II
 PU1662
 PU1662.The horizontal coordinates were scaled from a map and have
 PU1662.an estimated accuracy of +/- 6 seconds.
 PU1662
 PU1662.The orthometric height was determined by differential leveling and
 PU1662.adjusted by the NATIONAL GEODETIC SURVEY
 PU1662.in June 1991.
 PU1662
 PU1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1662.GEOID18 height accuracy estimate available here.
 PU1662
 PU1662.Click photographs - Photos may exist for this station.
 PU1662
 PU1662.The dynamic height is computed by dividing the NAVD 88
 PU1662.geopotential number by the normal gravity value computed on the
 PU1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1662.degrees latitude (g = 980.6199 gals.).
 PU1662
 PU1662.The modeled gravity was interpolated from observed gravity values.
 PU1662
 PU1662;                    North         East    Units  Estimated Accuracy
 PU1662;SPC SD N     -    80,240.      308,760.      MT  (+/- 180 meters Scaled)
 PU1662
 PU1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK062278(NAD 83)
 PU1662
 PU1662                          SUPERSEDED SURVEY CONTROL
 PU1662
 PU1662  NGVD 29 (??/??/92) 1111.705  (m)         3647.32   (f) ADJ UNCH    1 2
 PU1662
 PU1662.Superseded values are not recommended for survey control.
 PU1662
 PU1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1662.See file dsdata.pdf to determine how the superseded data were derived.
 PU1662
 PU1662_MARKER: R = RIVET
 PU1662_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1662_SP_SET: CULVERT HEADWALL
 PU1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1662+STABILITY: SURFACE MOTION
 PU1662
 PU1662  HISTORY     - Date     Condition        Report By
 PU1662  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1662  HISTORY     - 1962     GOOD             CGS
 PU1662
 PU1662                          STATION DESCRIPTION
 PU1662
 PU1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1662'2.7 MI NW FROM WHITEWOOD.
 PU1662'ABOUT 2.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1662'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, 87 FEET
 PU1662'EAST AND ACROSS THE TRACK FROM MILE POST 138, 17 FEET NORTHEAST
 PU1662'OF THE NORTHEAST RAIL, ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL,
 PU1662'AND SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST STONE
 PU1662'HEADWALL OF A TWIN STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1716 ***********************************************************************
 PU1716  DESIGNATION -  RV 294 6/7
 PU1716  PID         -  PU1716
 PU1716  STATE/COUNTY-  SD/LAWRENCE
 PU1716  COUNTRY     -  US
 PU1716  USGS QUAD   -  SAINT ONGE (2017)
 PU1716
 PU1716                         *CURRENT SURVEY CONTROL
 PU1716  ______________________________________________________________________
 PU1716* NAD 83(1986) POSITION- 44 31 05.     (N) 103 40 46.     (W)   SCALED
 PU1716* NAVD 88 ORTHO HEIGHT -  1079.056 (meters)     3540.20  (feet) ADJUSTED
 PU1716  ______________________________________________________________________
 PU1716  GEOID HEIGHT    -        -15.132 (meters)                     GEOID18
 PU1716  DYNAMIC HEIGHT  -       1078.712 (meters)     3539.07  (feet) COMP
 PU1716  MODELED GRAVITY -    980,261.6   (mgal)                       NAVD 88
 PU1716
 PU1716  VERT ORDER      -  FIRST     CLASS II
 PU1716
 PU1716.The horizontal coordinates were scaled from a map and have
 PU1716.an estimated accuracy of +/- 6 seconds.
 PU1716
 PU1716.The orthometric height was determined by differential leveling and
 PU1716.adjusted by the NATIONAL GEODETIC SURVEY
 PU1716.in June 1991.
 PU1716
 PU1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1716.GEOID18 height accuracy estimate available here.
 PU1716
 PU1716.Click photographs - Photos may exist for this station.
 PU1716
 PU1716.The dynamic height is computed by dividing the NAVD 88
 PU1716.geopotential number by the normal gravity value computed on the
 PU1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1716.degrees latitude (g = 980.6199 gals.).
 PU1716
 PU1716.The modeled gravity was interpolated from observed gravity values.
 PU1716
 PU1716;                    North         East    Units  Estimated Accuracy
 PU1716;SPC SD N     -    82,740.      307,570.      MT  (+/- 180 meters Scaled)
 PU1716
 PU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK049302(NAD 83)
 PU1716
 PU1716                          SUPERSEDED SURVEY CONTROL
 PU1716
 PU1716  NGVD 29 (??/??/92) 1078.531  (m)         3538.48   (f) ADJ UNCH    1 2
 PU1716
 PU1716.Superseded values are not recommended for survey control.
 PU1716
 PU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1716.See file dsdata.pdf to determine how the superseded data were derived.
 PU1716
 PU1716_MARKER: R = RIVET
 PU1716_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1716_SP_SET: CULVERT HEADWALL
 PU1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1716+STABILITY: SURFACE MOTION
 PU1716
 PU1716  HISTORY     - Date     Condition        Report By
 PU1716  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1716  HISTORY     - 1962     GOOD             CGS
 PU1716
 PU1716                          STATION DESCRIPTION
 PU1716
 PU1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1716'3 MI SE FROM ST ONGE.
 PU1716'ABOUT 3.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1716'RAILWAY FROM THE POST OFFICE AT ST. ONGE OR ABOUT 4.4 MILES
 PU1716'NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PU1716'U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, IN SECTION 6, T 6 N,
 PU1716'R 4 E, 11 POLES SOUTHEAST OF MILE POST 140, 7 1/2 RAILS SOUTHEAST
 PU1716'OF A ROAD CROSSING, 17 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PU1716'ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP
 PU1716'OF THE SOUTHEAST END OF THE NORTHEAST STONE HEADWALL OF A
 PU1716'36-INCH STEEL TUBLUAR CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0339 ***********************************************************************
 PT0339  DESIGNATION -  RV 3
 PT0339  PID         -  PT0339
 PT0339  STATE/COUNTY-  SD/STANLEY
 PT0339  COUNTRY     -  US
 PT0339  USGS QUAD   -  WENDTE (2017)
 PT0339
 PT0339                         *CURRENT SURVEY CONTROL
 PT0339  ______________________________________________________________________
 PT0339* NAD 83(1986) POSITION- 44 11 24.     (N) 100 44 21.     (W)   SCALED
 PT0339* NAVD 88 ORTHO HEIGHT -   499.560 (meters)     1638.97  (feet) ADJUSTED
 PT0339  ______________________________________________________________________
 PT0339  GEOID HEIGHT    -        -23.497 (meters)                     GEOID18
 PT0339  DYNAMIC HEIGHT  -        499.432 (meters)     1638.55  (feet) COMP
 PT0339  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 PT0339
 PT0339  VERT ORDER      -  SECOND    CLASS 0
 PT0339
 PT0339.The horizontal coordinates were scaled from a map and have
 PT0339.an estimated accuracy of +/- 6 seconds.
 PT0339
 PT0339.The orthometric height was determined by differential leveling and
 PT0339.adjusted by the NATIONAL GEODETIC SURVEY
 PT0339.in June 1991.
 PT0339
 PT0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0339.GEOID18 height accuracy estimate available here.
 PT0339
 PT0339.Click photographs - Photos may exist for this station.
 PT0339
 PT0339.The dynamic height is computed by dividing the NAVD 88
 PT0339.geopotential number by the normal gravity value computed on the
 PT0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0339.degrees latitude (g = 980.6199 gals.).
 PT0339
 PT0339.The modeled gravity was interpolated from observed gravity values.
 PT0339
 PT0339;                    North         East    Units  Estimated Accuracy
 PT0339;SPC SD S     -   206,350.      567,560.      MT  (+/- 180 meters Scaled)
 PT0339
 PT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP610944(NAD 83)
 PT0339
 PT0339                          SUPERSEDED SURVEY CONTROL
 PT0339
 PT0339  NGVD 29 (??/??/92)  499.148  (m)         1637.62   (f) ADJ UNCH    2 0
 PT0339
 PT0339.Superseded values are not recommended for survey control.
 PT0339
 PT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0339.See file dsdata.pdf to determine how the superseded data were derived.
 PT0339
 PT0339_MARKER: R = RIVET
 PT0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0339_SP_SET: PIER
 PT0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0339
 PT0339  HISTORY     - Date     Condition        Report By
 PT0339  HISTORY     - UNK      MONUMENTED       CNWRR
 PT0339  HISTORY     - 1934     GOOD             CGS
 PT0339
 PT0339                          STATION DESCRIPTION
 PT0339
 PT0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0339'4.1 MI NE FROM VAN METRE.
 PT0339'IN STANLEY COUNTY, 4.1 MILES NORTHEAST ALONG THE CHICAGO AND
 PT0339'NORTH WESTERN RAILWAY FROM THE STATION AT VAN METRE, JONES
 PT0339'COUNTY, AT BRIDGE NO. 1567, IN THE EAST EDGE OF THE EAST PIER, 6
 PT0339'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 FEET LOWER
 PT0339'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0316 ***********************************************************************
 PR0316  DESIGNATION -  RV 3
 PR0316  PID         -  PR0316
 PR0316  STATE/COUNTY-  SD/DEUEL
 PR0316  COUNTRY     -  US
 PR0316  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0316
 PR0316                         *CURRENT SURVEY CONTROL
 PR0316  ______________________________________________________________________
 PR0316* NAD 83(1986) POSITION- 44 51 55.     (N) 096 43 54.     (W)   SCALED
 PR0316* NAVD 88 ORTHO HEIGHT -   569.042 (meters)     1866.93  (feet) ADJUSTED
 PR0316  ______________________________________________________________________
 PR0316  GEOID HEIGHT    -        -25.318 (meters)                     GEOID18
 PR0316  DYNAMIC HEIGHT  -        568.959 (meters)     1866.66  (feet) COMP
 PR0316  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR0316
 PR0316  VERT ORDER      -  SECOND    CLASS 0
 PR0316
 PR0316.The horizontal coordinates were scaled from a map and have
 PR0316.an estimated accuracy of +/- 6 seconds.
 PR0316
 PR0316.The orthometric height was determined by differential leveling and
 PR0316.adjusted by the NATIONAL GEODETIC SURVEY
 PR0316.in June 1991.
 PR0316
 PR0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0316.GEOID18 height accuracy estimate available here.
 PR0316
 PR0316.Click photographs - Photos may exist for this station.
 PR0316
 PR0316.The dynamic height is computed by dividing the NAVD 88
 PR0316.geopotential number by the normal gravity value computed on the
 PR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0316.degrees latitude (g = 980.6199 gals.).
 PR0316
 PR0316.The modeled gravity was interpolated from observed gravity values.
 PR0316
 PR0316;                    North         East    Units  Estimated Accuracy
 PR0316;SPC SD N     -   119,890.      858,220.      MT  (+/- 180 meters Scaled)
 PR0316
 PR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ791704(NAD 83)
 PR0316
 PR0316                          SUPERSEDED SURVEY CONTROL
 PR0316
 PR0316  NGVD 29 (??/??/92)  568.778  (m)         1866.07   (f) ADJ UNCH    2 0
 PR0316
 PR0316.Superseded values are not recommended for survey control.
 PR0316
 PR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0316.See file dsdata.pdf to determine how the superseded data were derived.
 PR0316
 PR0316_MARKER: R = RIVET
 PR0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0316_SP_SET: CULVERT HEADWALL
 PR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0316+STABILITY: SURFACE MOTION
 PR0316
 PR0316  HISTORY     - Date     Condition        Report By
 PR0316  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0316  HISTORY     - 1973     GOOD             USGS
 PR0316
 PR0316                          STATION DESCRIPTION
 PR0316
 PR0316'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0316'2.5 MI W FROM ALTAMONT.
 PR0316'ALTAMONT 1.1 MILE NORTH, 2.5 MILE WEST OF, T 116 N, R 49 W, IN THE
 PR0316'NW 1/4 OF SE 1/4 OF SECTION 8, IN THE EAST END OF THE SOUTH STONE
 PR0316'HEADWALL OF A CULVERT UNDER THE ABANDON (DISMANTELED) RR GRADE,
 PR0316'2.5 FEET LOWER THAN THE OLD GRADE, A STD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0608 ***********************************************************************
 PR0608  DESIGNATION -  RV 3
 PR0608  PID         -  PR0608
 PR0608  STATE/COUNTY-  SD/CLARK
 PR0608  COUNTRY     -  US
 PR0608  USGS QUAD   -  CLARK NORTH (2017)
 PR0608
 PR0608                         *CURRENT SURVEY CONTROL
 PR0608  ______________________________________________________________________
 PR0608* NAD 83(1986) POSITION- 44 53 07.     (N) 097 41 34.     (W)   SCALED
 PR0608* NAVD 88 ORTHO HEIGHT -   545.806 (meters)     1790.70  (feet) ADJUSTED
 PR0608  ______________________________________________________________________
 PR0608  GEOID HEIGHT    -        -24.631 (meters)                     GEOID18
 PR0608  DYNAMIC HEIGHT  -        545.726 (meters)     1790.44  (feet) COMP
 PR0608  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 PR0608
 PR0608  VERT ORDER      -  FIRST     CLASS II
 PR0608
 PR0608.The horizontal coordinates were scaled from a map and have
 PR0608.an estimated accuracy of +/- 6 seconds.
 PR0608
 PR0608.The orthometric height was determined by differential leveling and
 PR0608.adjusted by the NATIONAL GEODETIC SURVEY
 PR0608.in June 1991.
 PR0608
 PR0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0608.GEOID18 height accuracy estimate available here.
 PR0608
 PR0608.Click photographs - Photos may exist for this station.
 PR0608
 PR0608.The dynamic height is computed by dividing the NAVD 88
 PR0608.geopotential number by the normal gravity value computed on the
 PR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0608.degrees latitude (g = 980.6199 gals.).
 PR0608
 PR0608.The modeled gravity was interpolated from observed gravity values.
 PR0608
 PR0608;                    North         East    Units  Estimated Accuracy
 PR0608;SPC SD N     -   119,490.      782,250.      MT  (+/- 180 meters Scaled)
 PR0608
 PR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ032710(NAD 83)
 PR0608
 PR0608                          SUPERSEDED SURVEY CONTROL
 PR0608
 PR0608  NGVD 29 (??/??/92)  545.49   (m)         1789.7    (f) COMPUTED    1 2
 PR0608
 PR0608.Superseded values are not recommended for survey control.
 PR0608
 PR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0608.See file dsdata.pdf to determine how the superseded data were derived.
 PR0608
 PR0608_MARKER: R = RIVET
 PR0608_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0608_SP_SET: HEADWALL
 PR0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0608+STABILITY: SURFACE MOTION
 PR0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0608+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0608
 PR0608  HISTORY     - Date     Condition        Report By
 PR0608  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0608  HISTORY     - 1934     GOOD             CGS
 PR0608  HISTORY     - 19950101 GOOD             SDDENR
 PR0608  HISTORY     - 19950913 GOOD             NGS
 PR0608  HISTORY     - 19961011 GOOD             CHANCE
 PR0608
 PR0608                          STATION DESCRIPTION
 PR0608
 PR0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0608'2 MI E FROM CLARK.
 PR0608'2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PR0608'STATION AT CLARK, CLARK COUNTY, AT BRIDGE D 410, IN THE TOP
 PR0608'OF THE EAST END OF THE SOUTH STONE HEAD WALL, 11.5 FEET SOUTH
 PR0608'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 PR0608'TRACK.  A STANDARD MONEL-METAL RIVET.
 PR0608
 PR0608                          STATION RECOVERY (1995)
 PR0608
 PR0608'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PR0608'FOUND IN GOOD CONDITION.
 PR0608
 PR0608                          STATION RECOVERY (1995)
 PR0608
 PR0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0608'0.2 KM (0.10 MI) SOUTHERLY ALONG COMMERCIAL STREET FROM THE COURTHOUSE
 PR0608'IN CLARK, THENCE 3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 PR0608'THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM
 PR0608'(0.10 MI) EASTERLY ALONG AN ABANDONED RAILROAD BED, A RIVET NEAR THE
 PR0608'EAST END OF THE SOUTH STONE ABUTMENT OF AN ABANDONED CULVERT, 4.2 M
 PR0608'(13.8 FT) SOUTH OF THE CENTER OF THE RAILROAD GRADE, AND 0.3 M (1.0
 PR0608'FT) BELOW THE LEVEL OF THE GRADE.
 PR0608
 PR0608                          STATION RECOVERY (1996)
 PR0608
 PR0608'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0608'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0478 ***********************************************************************
 PT0478  DESIGNATION -  RV 3
 PT0478  PID         -  PT0478
 PT0478  STATE/COUNTY-  SD/HAAKON
 PT0478  COUNTRY     -  US
 PT0478  USGS QUAD   -  NOWLIN (2017)
 PT0478
 PT0478                         *CURRENT SURVEY CONTROL
 PT0478  ______________________________________________________________________
 PT0478* NAD 83(1986) POSITION- 44 03 01.     (N) 101 16 54.     (W)   SCALED
 PT0478* NAVD 88 ORTHO HEIGHT -   588.756 (meters)     1931.61  (feet) ADJUSTED
 PT0478  ______________________________________________________________________
 PT0478  GEOID HEIGHT    -        -22.487 (meters)                     GEOID18
 PT0478  DYNAMIC HEIGHT  -        588.577 (meters)     1931.02  (feet) COMP
 PT0478  MODELED GRAVITY -    980,297.2   (mgal)                       NAVD 88
 PT0478
 PT0478  VERT ORDER      -  SECOND    CLASS 0
 PT0478
 PT0478.The horizontal coordinates were scaled from a map and have
 PT0478.an estimated accuracy of +/- 6 seconds.
 PT0478
 PT0478.The orthometric height was determined by differential leveling and
 PT0478.adjusted by the NATIONAL GEODETIC SURVEY
 PT0478.in June 1991.
 PT0478
 PT0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0478.GEOID18 height accuracy estimate available here.
 PT0478
 PT0478.Click photographs - Photos may exist for this station.
 PT0478
 PT0478.The dynamic height is computed by dividing the NAVD 88
 PT0478.geopotential number by the normal gravity value computed on the
 PT0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0478.degrees latitude (g = 980.6199 gals.).
 PT0478
 PT0478.The modeled gravity was interpolated from observed gravity values.
 PT0478
 PT0478;                    North         East    Units  Estimated Accuracy
 PT0478;SPC SD S     -   191,180.      524,010.      MT  (+/- 180 meters Scaled)
 PT0478
 PT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP172799(NAD 83)
 PT0478
 PT0478                          SUPERSEDED SURVEY CONTROL
 PT0478
 PT0478  NGVD 29 (??/??/92)  588.298  (m)         1930.11   (f) ADJ UNCH    2 0
 PT0478
 PT0478.Superseded values are not recommended for survey control.
 PT0478
 PT0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0478.See file dsdata.pdf to determine how the superseded data were derived.
 PT0478
 PT0478_MARKER: R = RIVET
 PT0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0478_SP_SET: PIER
 PT0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0478
 PT0478  HISTORY     - Date     Condition        Report By
 PT0478  HISTORY     - UNK      MONUMENTED       CNWRR
 PT0478  HISTORY     - 1934     GOOD             CGS
 PT0478
 PT0478                          STATION DESCRIPTION
 PT0478
 PT0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0478'1.1 MI E FROM NOWLIN.
 PT0478'ABOUT 1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0478'FROM THE STATION AT NOWLIN, HAAKON COUNTY, AT BRIDGE 1652, AND
 PT0478'IN THE EAST SIDE OF THE NORTHEAST CONCRETE PIER.  A STANDARD
 PT0478'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1673 ***********************************************************************
 PU1673  DESIGNATION -  RV 3
 PU1673  PID         -  PU1673
 PU1673  STATE/COUNTY-  SD/PENNINGTON
 PU1673  COUNTRY     -  US
 PU1673  USGS QUAD   -  SILVER CITY (2017)
 PU1673
 PU1673                         *CURRENT SURVEY CONTROL
 PU1673  ______________________________________________________________________
 PU1673* NAD 83(1986) POSITION- 44 04 47.93   (N) 103 32 48.71   (W)   HD_HELD1
 PU1673* NAVD 88 ORTHO HEIGHT -  1391.909 (meters)     4566.62  (feet) ADJUSTED
 PU1673  ______________________________________________________________________
 PU1673  GEOID HEIGHT    -        -13.906 (meters)                     GEOID18
 PU1673  DYNAMIC HEIGHT  -       1391.335 (meters)     4564.74  (feet) COMP
 PU1673  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 PU1673
 PU1673  VERT ORDER      -  SECOND    CLASS 0
 PU1673
 PU1673.The horizontal coordinates were determined by differentially corrected
 PU1673.hand held GPS observations or other comparable positioning techniques
 PU1673.and have an estimated accuracy of +/- 3 meters.
 PU1673
 PU1673.The orthometric height was determined by differential leveling and
 PU1673.adjusted by the NATIONAL GEODETIC SURVEY
 PU1673.in June 1991.
 PU1673
 PU1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1673.GEOID18 height accuracy estimate available here.
 PU1673
 PU1673.Click photographs - Photos may exist for this station.
 PU1673
 PU1673.The dynamic height is computed by dividing the NAVD 88
 PU1673.geopotential number by the normal gravity value computed on the
 PU1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1673.degrees latitude (g = 980.6199 gals.).
 PU1673
 PU1673.The modeled gravity was interpolated from observed gravity values.
 PU1673
 PU1673;                    North         East    Units  Estimated Accuracy
 PU1673;SPC SD S     -   199,019.9     342,681.3     MT  (+/- 3 meters HH1 GPS) 
 PU1673
 PU1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1634781782(NAD 83)
 PU1673
 PU1673                          SUPERSEDED SURVEY CONTROL
 PU1673
 PU1673  NGVD 29 (??/??/92) 1391.320  (m)         4564.69   (f) ADJ UNCH    2 0
 PU1673
 PU1673.Superseded values are not recommended for survey control.
 PU1673
 PU1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1673.See file dsdata.pdf to determine how the superseded data were derived.
 PU1673
 PU1673_MARKER: R = RIVET
 PU1673_SETTING: 66 = SET IN ROCK OUTCROP
 PU1673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1673+STABILITY: POSITION/ELEVATION WELL
 PU1673
 PU1673  HISTORY     - Date     Condition        Report By
 PU1673  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1673  HISTORY     - 1934     GOOD             CGS
 PU1673
 PU1673                          STATION DESCRIPTION
 PU1673
 PU1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1673'3.3 MI W FROM PACTOLA.
 PU1673'ALONG THE BLACK HILLS RAPID CITY AND WESTERN RAILROAD, 6.2
 PU1673'MILES EAST OF RAILROAD JUNCTION, 0.2 MILE WEST OF TERRY LODGE
 PU1673'RAILROAD STATION, ON TOP OF ROCK SHOULDER 9 RAILS NORTHEAST OF
 PU1673'BRIDGE NO. 26.06, 7.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 PU1673'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TOP OF THE RAIL.  A
 PU1673'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0318 ***********************************************************************
 PR0318  DESIGNATION -  RV 4
 PR0318  PID         -  PR0318
 PR0318  STATE/COUNTY-  SD/DEUEL
 PR0318  COUNTRY     -  US
 PR0318  USGS QUAD   -  BEMIS (2017)
 PR0318
 PR0318                         *CURRENT SURVEY CONTROL
 PR0318  ______________________________________________________________________
 PR0318* NAD 83(1986) POSITION- 44 52 13.     (N) 096 45 13.     (W)   SCALED
 PR0318* NAVD 88 ORTHO HEIGHT -   569.369 (meters)     1868.00  (feet) ADJUSTED
 PR0318  ______________________________________________________________________
 PR0318  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 PR0318  DYNAMIC HEIGHT  -        569.284 (meters)     1867.73  (feet) COMP
 PR0318  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 PR0318
 PR0318  VERT ORDER      -  SECOND    CLASS 0
 PR0318
 PR0318.The horizontal coordinates were scaled from a map and have
 PR0318.an estimated accuracy of +/- 6 seconds.
 PR0318
 PR0318.The orthometric height was determined by differential leveling and
 PR0318.adjusted by the NATIONAL GEODETIC SURVEY
 PR0318.in June 1991.
 PR0318
 PR0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0318.GEOID18 height accuracy estimate available here.
 PR0318
 PR0318.Click photographs - Photos may exist for this station.
 PR0318
 PR0318.The dynamic height is computed by dividing the NAVD 88
 PR0318.geopotential number by the normal gravity value computed on the
 PR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0318.degrees latitude (g = 980.6199 gals.).
 PR0318
 PR0318.The modeled gravity was interpolated from observed gravity values.
 PR0318
 PR0318;                    North         East    Units  Estimated Accuracy
 PR0318;SPC SD N     -   120,370.      856,460.      MT  (+/- 180 meters Scaled)
 PR0318
 PR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ774709(NAD 83)
 PR0318
 PR0318                          SUPERSEDED SURVEY CONTROL
 PR0318
 PR0318  NGVD 29 (??/??/92)  569.100  (m)         1867.12   (f) ADJ UNCH    2 0
 PR0318
 PR0318.Superseded values are not recommended for survey control.
 PR0318
 PR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0318.See file dsdata.pdf to determine how the superseded data were derived.
 PR0318
 PR0318_MARKER: R = RIVET
 PR0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0318_SP_SET: BRIDGE
 PR0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0318
 PR0318  HISTORY     - Date     Condition        Report By
 PR0318  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0318  HISTORY     - 1934     GOOD             CGS
 PR0318  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0318
 PR0318                          STATION DESCRIPTION
 PR0318
 PR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0318'4.5 MI E FROM GOODWIN.
 PR0318'ABOUT 4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0318'FROM THE CITY SCHOOL AT GOODWIN, DEUEL COUNTY, AT BRIDGE 793,
 PR0318'IN THE EAST END OF THE SOUTH STONE HEAD WALL, AND ABOUT 6 INCHES
 PR0318'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE
 PR0318'RR HAS BEEN DISMANTLED AND THE BRIDGE WHERE BM WAS LOCATED IS
 PR0318'BELIEVED TO HAVE BEEN REMOVED.
 PR0318
 PR0318                          STATION RECOVERY (1968)
 PR0318
 PR0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0484 ***********************************************************************
 PT0484  DESIGNATION -  RV 4
 PT0484  PID         -  PT0484
 PT0484  STATE/COUNTY-  SD/HAAKON
 PT0484  COUNTRY     -  US
 PT0484  USGS QUAD   -  MIDLAND (2017)
 PT0484
 PT0484                         *CURRENT SURVEY CONTROL
 PT0484  ______________________________________________________________________
 PT0484* NAD 83(1986) POSITION- 44 03 40.     (N) 101 12 02.     (W)   SCALED
 PT0484* NAVD 88 ORTHO HEIGHT -   577.102 (meters)     1893.38  (feet) ADJUSTED
 PT0484  ______________________________________________________________________
 PT0484  GEOID HEIGHT    -        -22.734 (meters)                     GEOID18
 PT0484  DYNAMIC HEIGHT  -        576.934 (meters)     1892.82  (feet) COMP
 PT0484  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 PT0484
 PT0484  VERT ORDER      -  SECOND    CLASS 0
 PT0484
 PT0484.The horizontal coordinates were scaled from a map and have
 PT0484.an estimated accuracy of +/- 6 seconds.
 PT0484
 PT0484.The orthometric height was determined by differential leveling and
 PT0484.adjusted by the NATIONAL GEODETIC SURVEY
 PT0484.in June 1991.
 PT0484
 PT0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0484.GEOID18 height accuracy estimate available here.
 PT0484
 PT0484.Click photographs - Photos may exist for this station.
 PT0484
 PT0484.The dynamic height is computed by dividing the NAVD 88
 PT0484.geopotential number by the normal gravity value computed on the
 PT0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0484.degrees latitude (g = 980.6199 gals.).
 PT0484
 PT0484.The modeled gravity was interpolated from observed gravity values.
 PT0484
 PT0484;                    North         East    Units  Estimated Accuracy
 PT0484;SPC SD S     -   192,310.      530,520.      MT  (+/- 180 meters Scaled)
 PT0484
 PT0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP237810(NAD 83)
 PT0484
 PT0484                          SUPERSEDED SURVEY CONTROL
 PT0484
 PT0484  NGVD 29 (??/??/92)  576.649  (m)         1891.89   (f) ADJ UNCH    2 0
 PT0484
 PT0484.Superseded values are not recommended for survey control.
 PT0484
 PT0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0484.See file dsdata.pdf to determine how the superseded data were derived.
 PT0484
 PT0484_MARKER: R = RIVET
 PT0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0484_SP_SET: PIER
 PT0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0484
 PT0484  HISTORY     - Date     Condition        Report By
 PT0484  HISTORY     - UNK      MONUMENTED       CNWRR
 PT0484  HISTORY     - 1934     GOOD             CGS
 PT0484
 PT0484                          STATION DESCRIPTION
 PT0484
 PT0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0484'2.4 MI W FROM MIDLAND.
 PT0484'ABOUT 2.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0484'FROM THE WATER TANK AT MIDLAND, HAAKON COUNTY, AT BRIDGE 1640,
 PT0484'IN THE NORTHEAST PIER, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 PT0484'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1675 ***********************************************************************
 PU1675  DESIGNATION -  RV 4
 PU1675  PID         -  PU1675
 PU1675  STATE/COUNTY-  SD/PENNINGTON
 PU1675  COUNTRY     -  US
 PU1675  USGS QUAD   -  SILVER CITY (2017)
 PU1675
 PU1675                         *CURRENT SURVEY CONTROL
 PU1675  ______________________________________________________________________
 PU1675* NAD 83(1986) POSITION- 44 04 41.38   (N) 103 30 10.43   (W)   HD_HELD1
 PU1675* NAVD 88 ORTHO HEIGHT -  1364.334 (meters)     4476.15  (feet) ADJUSTED
 PU1675  ______________________________________________________________________
 PU1675  GEOID HEIGHT    -        -14.134 (meters)                     GEOID18
 PU1675  DYNAMIC HEIGHT  -       1363.785 (meters)     4474.35  (feet) COMP
 PU1675  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 PU1675
 PU1675  VERT ORDER      -  SECOND    CLASS 0
 PU1675
 PU1675.The horizontal coordinates were determined by differentially corrected
 PU1675.hand held GPS observations or other comparable positioning techniques
 PU1675.and have an estimated accuracy of +/- 3 meters.
 PU1675
 PU1675.The orthometric height was determined by differential leveling and
 PU1675.adjusted by the NATIONAL GEODETIC SURVEY
 PU1675.in June 1991.
 PU1675
 PU1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1675.GEOID18 height accuracy estimate available here.
 PU1675
 PU1675.Click photographs - Photos may exist for this station.
 PU1675
 PU1675.The dynamic height is computed by dividing the NAVD 88
 PU1675.geopotential number by the normal gravity value computed on the
 PU1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1675.degrees latitude (g = 980.6199 gals.).
 PU1675
 PU1675.The modeled gravity was interpolated from observed gravity values.
 PU1675
 PU1675;                    North         East    Units  Estimated Accuracy
 PU1675;SPC SD S     -   198,682.6     346,192.4     MT  (+/- 3 meters HH1 GPS) 
 PU1675
 PU1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1987181643(NAD 83)
 PU1675
 PU1675                          SUPERSEDED SURVEY CONTROL
 PU1675
 PU1675  NGVD 29 (??/??/92) 1363.761  (m)         4474.27   (f) ADJ UNCH    2 0
 PU1675
 PU1675.Superseded values are not recommended for survey control.
 PU1675
 PU1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1675.See file dsdata.pdf to determine how the superseded data were derived.
 PU1675
 PU1675_MARKER: R = RIVET
 PU1675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1675_SP_SET: CULVERT HEADWALL
 PU1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1675+STABILITY: SURFACE MOTION
 PU1675
 PU1675  HISTORY     - Date     Condition        Report By
 PU1675  HISTORY     - UNK      MONUMENTED       USGS
 PU1675  HISTORY     - 1934     GOOD             CGS
 PU1675
 PU1675                          STATION DESCRIPTION
 PU1675
 PU1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1675'1 MI W FROM PACTOLA.
 PU1675'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 8.5
 PU1675'MILES EAST OF RAILROAD JUNCTION, IN THE TOP OF THE WEST STONE
 PU1675'HEADWALL OF CULVERT UNDER U.S. HIGHWAY 85 E, NEAR THE POINT
 PU1675'WHERE THE HIGHWAY CROSSES THE RAILROAD, 18 FEET SOUTH OF THE
 PU1675'SOUTH RAIL, AND 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 PU1675'A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0610 ***********************************************************************
 PR0610  DESIGNATION -  RV 4 WATER TANK
 PR0610  PID         -  PR0610
 PR0610  STATE/COUNTY-  SD/CLARK
 PR0610  COUNTRY     -  US
 PR0610  USGS QUAD   -  CLARK NORTH (2017)
 PR0610
 PR0610                         *CURRENT SURVEY CONTROL
 PR0610  ______________________________________________________________________
 PR0610* NAD 83(1986) POSITION- 44 52 43.     (N) 097 43 42.     (W)   SCALED
 PR0610* NAVD 88 ORTHO HEIGHT -   546.153 (meters)     1791.84  (feet) ADJUSTED
 PR0610  ______________________________________________________________________
 PR0610  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 PR0610  DYNAMIC HEIGHT  -        546.074 (meters)     1791.58  (feet) COMP
 PR0610  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 PR0610
 PR0610  VERT ORDER      -  SECOND    CLASS 0
 PR0610
 PR0610.The horizontal coordinates were scaled from a map and have
 PR0610.an estimated accuracy of +/- 6 seconds.
 PR0610
 PR0610.The orthometric height was determined by differential leveling and
 PR0610.adjusted by the NATIONAL GEODETIC SURVEY
 PR0610.in June 1991.
 PR0610
 PR0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0610.GEOID18 height accuracy estimate available here.
 PR0610
 PR0610.Click photographs - Photos may exist for this station.
 PR0610
 PR0610.The dynamic height is computed by dividing the NAVD 88
 PR0610.geopotential number by the normal gravity value computed on the
 PR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0610.degrees latitude (g = 980.6199 gals.).
 PR0610
 PR0610.The modeled gravity was interpolated from observed gravity values.
 PR0610
 PR0610;                    North         East    Units  Estimated Accuracy
 PR0610;SPC SD N     -   118,670.      779,460.      MT  (+/- 180 meters Scaled)
 PR0610
 PR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ004702(NAD 83)
 PR0610
 PR0610                          SUPERSEDED SURVEY CONTROL
 PR0610
 PR0610  NGVD 29 (??/??/92)  545.84   (m)         1790.8    (f) COMPUTED    2 0
 PR0610
 PR0610.Superseded values are not recommended for survey control.
 PR0610
 PR0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0610.See file dsdata.pdf to determine how the superseded data were derived.
 PR0610
 PR0610_MARKER: R = RIVET
 PR0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0610_SP_SET: TANK PEDESTAL STONE
 PR0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0610
 PR0610  HISTORY     - Date     Condition        Report By
 PR0610  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0610  HISTORY     - 1934     GOOD             CGS
 PR0610  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PR0610
 PR0610                          STATION DESCRIPTION
 PR0610
 PR0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0610'AT CLARK.
 PR0610'AT CLARK, CLARK COUNTY, ABOUT 70 FEET EAST OF THE CHICAGO AND
 PR0610'NORTH WESTERN RAILWAY PASSENGER STATION, AT THE WATER TANK, IN
 PR0610'THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE PEDESTAL
 PR0610'STONE, 11-1/2 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 PR0610'ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 PR0610'MONEL-METAL RIVET.
 PR0610
 PR0610                          STATION RECOVERY (1995)
 PR0610
 PR0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0610'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0321 ***********************************************************************
 PR0321  DESIGNATION -  RV 5
 PR0321  PID         -  PR0321
 PR0321  STATE/COUNTY-  SD/DEUEL
 PR0321  COUNTRY     -  US
 PR0321  USGS QUAD   -  GOODWIN (2017)
 PR0321
 PR0321                         *CURRENT SURVEY CONTROL
 PR0321  ______________________________________________________________________
 PR0321* NAD 83(1986) POSITION- 44 52 38.     (N) 096 49 39.     (W)   SCALED
 PR0321* NAVD 88 ORTHO HEIGHT -   597.248 (meters)     1959.47  (feet) ADJUSTED
 PR0321  ______________________________________________________________________
 PR0321  GEOID HEIGHT    -        -25.236 (meters)                     GEOID18
 PR0321  DYNAMIC HEIGHT  -        597.154 (meters)     1959.16  (feet) COMP
 PR0321  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 PR0321
 PR0321  VERT ORDER      -  SECOND    CLASS 0
 PR0321
 PR0321.The horizontal coordinates were scaled from a map and have
 PR0321.an estimated accuracy of +/- 6 seconds.
 PR0321
 PR0321.The orthometric height was determined by differential leveling and
 PR0321.adjusted by the NATIONAL GEODETIC SURVEY
 PR0321.in June 1991.
 PR0321
 PR0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0321.GEOID18 height accuracy estimate available here.
 PR0321
 PR0321.Click photographs - Photos may exist for this station.
 PR0321
 PR0321.The dynamic height is computed by dividing the NAVD 88
 PR0321.geopotential number by the normal gravity value computed on the
 PR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0321.degrees latitude (g = 980.6199 gals.).
 PR0321
 PR0321.The modeled gravity was interpolated from observed gravity values.
 PR0321
 PR0321;                    North         East    Units  Estimated Accuracy
 PR0321;SPC SD N     -   120,910.      850,600.      MT  (+/- 180 meters Scaled)
 PR0321
 PR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ715716(NAD 83)
 PR0321
 PR0321                          SUPERSEDED SURVEY CONTROL
 PR0321
 PR0321  NGVD 29 (??/??/92)  596.959  (m)         1958.52   (f) ADJ UNCH    2 0
 PR0321
 PR0321.Superseded values are not recommended for survey control.
 PR0321
 PR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0321.See file dsdata.pdf to determine how the superseded data were derived.
 PR0321
 PR0321_MARKER: R = RIVET
 PR0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0321_SP_SET: BRIDGE
 PR0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0321
 PR0321  HISTORY     - Date     Condition        Report By
 PR0321  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0321  HISTORY     - 1934     GOOD             CGS
 PR0321  HISTORY     - 19960612 MARK NOT FOUND   NGS
 PR0321
 PR0321                          STATION DESCRIPTION
 PR0321
 PR0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0321'0.9 MI E FROM GOODWIN.
 PR0321'ABOUT 0.9 MILE EAST ALONG THE CHICAGO, NORTH WESTERN RAILWAY
 PR0321'FROM THE CITY SCHOOL AT GOODWIN, DEUEL COUNTY, AT BRIDGE 801, IN
 PR0321'THE EAST END OF THE SOUTH STONE HEAD WALL, AND ABOUT 1 FOOT LOWER
 PR0321'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 PR0321
 PR0321                          STATION RECOVERY (1996)
 PR0321
 PR0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PR0321'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1525 ***********************************************************************
 PU1525  DESIGNATION -  RV 5
 PU1525  PID         -  PU1525
 PU1525  STATE/COUNTY-  SD/PENNINGTON
 PU1525  COUNTRY     -  US
 PU1525  USGS QUAD   -  PACTOLA DAM (2017)
 PU1525
 PU1525                         *CURRENT SURVEY CONTROL
 PU1525  ______________________________________________________________________
 PU1525* NAD 83(1986) POSITION- 44 04 32.     (N) 103 28 30.     (W)   SCALED
 PU1525* NAVD 88 ORTHO HEIGHT -  1345.545 (meters)     4414.51  (feet) ADJUSTED
 PU1525  ______________________________________________________________________
 PU1525  GEOID HEIGHT    -        -14.288 (meters)                     GEOID18
 PU1525  DYNAMIC HEIGHT  -       1345.021 (meters)     4412.79  (feet) COMP
 PU1525  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 PU1525
 PU1525  VERT ORDER      -  SECOND    CLASS 0
 PU1525
 PU1525.The horizontal coordinates were scaled from a map and have
 PU1525.an estimated accuracy of +/- 6 seconds.
 PU1525
 PU1525.The orthometric height was determined by differential leveling and
 PU1525.adjusted by the NATIONAL GEODETIC SURVEY
 PU1525.in June 1991.
 PU1525
 PU1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1525.GEOID18 height accuracy estimate available here.
 PU1525
 PU1525.Click photographs - Photos may exist for this station.
 PU1525
 PU1525.The dynamic height is computed by dividing the NAVD 88
 PU1525.geopotential number by the normal gravity value computed on the
 PU1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1525.degrees latitude (g = 980.6199 gals.).
 PU1525
 PU1525.The modeled gravity was interpolated from observed gravity values.
 PU1525
 PU1525;                    North         East    Units  Estimated Accuracy
 PU1525;SPC SD S     -   198,310.      348,410.      MT  (+/- 180 meters Scaled)
 PU1525
 PU1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ221813(NAD 83)
 PU1525
 PU1525                          SUPERSEDED SURVEY CONTROL
 PU1525
 PU1525  NGVD 29 (??/??/92) 1344.995  (m)         4412.70   (f) ADJ UNCH    2 0
 PU1525
 PU1525.Superseded values are not recommended for survey control.
 PU1525
 PU1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1525.See file dsdata.pdf to determine how the superseded data were derived.
 PU1525
 PU1525_MARKER: R = RIVET
 PU1525_SETTING: 80 = SET IN A BOULDER
 PU1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1525+STABILITY: SURFACE MOTION
 PU1525
 PU1525  HISTORY     - Date     Condition        Report By
 PU1525  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1525  HISTORY     - 1934     GOOD             CGS
 PU1525
 PU1525                          STATION DESCRIPTION
 PU1525
 PU1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1525'1.4 MI E FROM PACTOLA.
 PU1525'1.4 MILES EAST ALONG RAPID CITY BLACK HILLS AND WESTERN RAILROAD,
 PU1525'21.3 MILES WEST OF RAPID CITY BY RAIL, IN THE TOP OF A LARGE
 PU1525'BOULDER PARTIALLY BURIED ON THE EAST SIDE OF THE TRACK, 20 RAILS
 PU1525'NORTH OF BRIDGE NO. 21.31, AND 27.0 FEET NORTHEAST OF THE EAST
 PU1525'RAIL.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0616 ***********************************************************************
 PR0616  DESIGNATION -  RV 5 D 417
 PR0616  PID         -  PR0616
 PR0616  STATE/COUNTY-  SD/CLARK
 PR0616  COUNTRY     -  US
 PR0616  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0616
 PR0616                         *CURRENT SURVEY CONTROL
 PR0616  ______________________________________________________________________
 PR0616* NAD 83(1986) POSITION- 44 52 53.     (N) 097 46 24.     (W)   SCALED
 PR0616* NAVD 88 ORTHO HEIGHT -   563.508 (meters)     1848.78  (feet) ADJUSTED
 PR0616  ______________________________________________________________________
 PR0616  GEOID HEIGHT    -        -24.561 (meters)                     GEOID18
 PR0616  DYNAMIC HEIGHT  -        563.429 (meters)     1848.52  (feet) COMP
 PR0616  MODELED GRAVITY -    980,457.5   (mgal)                       NAVD 88
 PR0616
 PR0616  VERT ORDER      -  SECOND    CLASS 0
 PR0616
 PR0616.The horizontal coordinates were scaled from a map and have
 PR0616.an estimated accuracy of +/- 6 seconds.
 PR0616
 PR0616.The orthometric height was determined by differential leveling and
 PR0616.adjusted by the NATIONAL GEODETIC SURVEY
 PR0616.in June 1991.
 PR0616
 PR0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0616.GEOID18 height accuracy estimate available here.
 PR0616
 PR0616.Click photographs - Photos may exist for this station.
 PR0616
 PR0616.The dynamic height is computed by dividing the NAVD 88
 PR0616.geopotential number by the normal gravity value computed on the
 PR0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0616.degrees latitude (g = 980.6199 gals.).
 PR0616
 PR0616.The modeled gravity was interpolated from observed gravity values.
 PR0616
 PR0616;                    North         East    Units  Estimated Accuracy
 PR0616;SPC SD N     -   118,880.      775,900.      MT  (+/- 180 meters Scaled)
 PR0616
 PR0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ968705(NAD 83)
 PR0616
 PR0616                          SUPERSEDED SURVEY CONTROL
 PR0616
 PR0616  NGVD 29 (??/??/92)  563.19   (m)         1847.7    (f) COMPUTED    2 0
 PR0616
 PR0616.Superseded values are not recommended for survey control.
 PR0616
 PR0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0616.See file dsdata.pdf to determine how the superseded data were derived.
 PR0616
 PR0616_MARKER: R = RIVET
 PR0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0616_SP_SET: BRIDGE
 PR0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0616
 PR0616  HISTORY     - Date     Condition        Report By
 PR0616  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0616  HISTORY     - 1934     GOOD             CGS
 PR0616
 PR0616                          STATION DESCRIPTION
 PR0616
 PR0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0616'1.9 MI W FROM CLARK.
 PR0616'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0616'THE CITY WATER TANK AT CLARK, CLARK COUNTY, AT BRIDGE D 417, IN
 PR0616'THE TOP OF THE EAST END OF THE NORTH STONE HEAD WALL, 13.7 FEET
 PR0616'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 PR0616'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0325 ***********************************************************************
 PR0325  DESIGNATION -  RV 6
 PR0325  PID         -  PR0325
 PR0325  STATE/COUNTY-  SD/CODINGTON
 PR0325  COUNTRY     -  US
 PR0325  USGS QUAD   -  KRANZBURG (2017)
 PR0325
 PR0325                         *CURRENT SURVEY CONTROL
 PR0325  ______________________________________________________________________
 PR0325* NAD 83(1986) POSITION- 44 53 00.     (N) 096 53 20.     (W)   SCALED
 PR0325* NAVD 88 ORTHO HEIGHT -   594.588 (meters)     1950.74  (feet) ADJUSTED
 PR0325  ______________________________________________________________________
 PR0325  GEOID HEIGHT    -        -25.192 (meters)                     GEOID18
 PR0325  DYNAMIC HEIGHT  -        594.493 (meters)     1950.43  (feet) COMP
 PR0325  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 PR0325
 PR0325  VERT ORDER      -  SECOND    CLASS 0
 PR0325
 PR0325.The horizontal coordinates were scaled from a map and have
 PR0325.an estimated accuracy of +/- 6 seconds.
 PR0325
 PR0325.The orthometric height was determined by differential leveling and
 PR0325.adjusted by the NATIONAL GEODETIC SURVEY
 PR0325.in June 1991.
 PR0325
 PR0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0325.GEOID18 height accuracy estimate available here.
 PR0325
 PR0325.Click photographs - Photos may exist for this station.
 PR0325
 PR0325.The dynamic height is computed by dividing the NAVD 88
 PR0325.geopotential number by the normal gravity value computed on the
 PR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0325.degrees latitude (g = 980.6199 gals.).
 PR0325
 PR0325.The modeled gravity was interpolated from observed gravity values.
 PR0325
 PR0325;                    North         East    Units  Estimated Accuracy
 PR0325;SPC SD N     -   121,400.      845,720.      MT  (+/- 180 meters Scaled)
 PR0325
 PR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ667721(NAD 83)
 PR0325
 PR0325                          SUPERSEDED SURVEY CONTROL
 PR0325
 PR0325  NGVD 29 (??/??/92)  594.289  (m)         1949.76   (f) ADJ UNCH    2 0
 PR0325
 PR0325.Superseded values are not recommended for survey control.
 PR0325
 PR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0325.See file dsdata.pdf to determine how the superseded data were derived.
 PR0325
 PR0325_MARKER: R = RIVET
 PR0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0325_SP_SET: BRIDGE
 PR0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0325
 PR0325  HISTORY     - Date     Condition        Report By
 PR0325  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0325  HISTORY     - 1934     GOOD             CGS
 PR0325  HISTORY     - 19950916 MARK NOT FOUND   NGS
 PR0325
 PR0325                          STATION DESCRIPTION
 PR0325
 PR0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0325'1.6 MI E FROM KRANZBURG.
 PR0325'ABOUT 1.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0325'FROM THE STATION AT KRANZBURG, CODINGTON COUNTY, AT BRIDGE 809,
 PR0325'IN THE EAST END OF THE SOUTH STONE HEAD WALL, AND ABOUT 1 FOOT
 PR0325'LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PR0325
 PR0325                          STATION RECOVERY (1995)
 PR0325
 PR0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0325'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA HAS BEEN GRADED.
 PR0325'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1527 ***********************************************************************
 PU1527  DESIGNATION -  RV 6
 PU1527  PID         -  PU1527
 PU1527  STATE/COUNTY-  SD/PENNINGTON
 PU1527  COUNTRY     -  US
 PU1527  USGS QUAD   -  PACTOLA DAM (2017)
 PU1527
 PU1527                         *CURRENT SURVEY CONTROL
 PU1527  ______________________________________________________________________
 PU1527* NAD 83(1986) POSITION- 44 04 30.     (N) 103 27 15.     (W)   SCALED
 PU1527* NAVD 88 ORTHO HEIGHT -  1325.841 (meters)     4349.86  (feet) ADJUSTED
 PU1527  ______________________________________________________________________
 PU1527  GEOID HEIGHT    -        -14.414 (meters)                     GEOID18
 PU1527  DYNAMIC HEIGHT  -       1325.327 (meters)     4348.18  (feet) COMP
 PU1527  MODELED GRAVITY -    980,184.1   (mgal)                       NAVD 88
 PU1527
 PU1527  VERT ORDER      -  SECOND    CLASS 0
 PU1527
 PU1527.The horizontal coordinates were scaled from a map and have
 PU1527.an estimated accuracy of +/- 6 seconds.
 PU1527
 PU1527.The orthometric height was determined by differential leveling and
 PU1527.adjusted by the NATIONAL GEODETIC SURVEY
 PU1527.in June 1991.
 PU1527
 PU1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1527.GEOID18 height accuracy estimate available here.
 PU1527
 PU1527.Click photographs - Photos may exist for this station.
 PU1527
 PU1527.The dynamic height is computed by dividing the NAVD 88
 PU1527.geopotential number by the normal gravity value computed on the
 PU1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1527.degrees latitude (g = 980.6199 gals.).
 PU1527
 PU1527.The modeled gravity was interpolated from observed gravity values.
 PU1527
 PU1527;                    North         East    Units  Estimated Accuracy
 PU1527;SPC SD S     -   198,180.      350,080.      MT  (+/- 180 meters Scaled)
 PU1527
 PU1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ237813(NAD 83)
 PU1527
 PU1527                          SUPERSEDED SURVEY CONTROL
 PU1527
 PU1527  NGVD 29 (??/??/92) 1325.294  (m)         4348.07   (f) ADJ UNCH    2 0
 PU1527
 PU1527.Superseded values are not recommended for survey control.
 PU1527
 PU1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1527.See file dsdata.pdf to determine how the superseded data were derived.
 PU1527
 PU1527_MARKER: R = RIVET
 PU1527_SETTING: 66 = SET IN ROCK OUTCROP
 PU1527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1527+STABILITY: POSITION/ELEVATION WELL
 PU1527
 PU1527  HISTORY     - Date     Condition        Report By
 PU1527  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1527  HISTORY     - 1934     GOOD             CGS
 PU1527
 PU1527                          STATION DESCRIPTION
 PU1527
 PU1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1527'3.2 MI E FROM PACTOLA.
 PU1527'3.25 MILES EAST ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1527'RAILROAD, 19.45 MILES WEST OF RAPID CITY BY RAIL, IN SLOPING
 PU1527'OUTCROP OF ROCK 230 FEET SOUTHWEST OF BRIDGE NO. 19.43, 8.0 FEET
 PU1527'SOUTHEAST OF THE SOUTHEAST RAIL, AND 3.5 FEET ABOVE LEVEL OF
 PU1527'THE TOP OF THE RAIL.  MARK IS HORIZONTAL.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0617 ***********************************************************************
 PR0617  DESIGNATION -  RV 6 D 420
 PR0617  PID         -  PR0617
 PR0617  STATE/COUNTY-  SD/CLARK
 PR0617  COUNTRY     -  US
 PR0617  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0617
 PR0617                         *CURRENT SURVEY CONTROL
 PR0617  ______________________________________________________________________
 PR0617* NAD 83(1986) POSITION- 44 53 01.     (N) 097 47 18.     (W)   SCALED
 PR0617* NAVD 88 ORTHO HEIGHT -   552.749 (meters)     1813.48  (feet) ADJUSTED
 PR0617  ______________________________________________________________________
 PR0617  GEOID HEIGHT    -        -24.552 (meters)                     GEOID18
 PR0617  DYNAMIC HEIGHT  -        552.672 (meters)     1813.22  (feet) COMP
 PR0617  MODELED GRAVITY -    980,459.7   (mgal)                       NAVD 88
 PR0617
 PR0617  VERT ORDER      -  SECOND    CLASS 0
 PR0617
 PR0617.The horizontal coordinates were scaled from a map and have
 PR0617.an estimated accuracy of +/- 6 seconds.
 PR0617
 PR0617.The orthometric height was determined by differential leveling and
 PR0617.adjusted by the NATIONAL GEODETIC SURVEY
 PR0617.in June 1991.
 PR0617
 PR0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0617.GEOID18 height accuracy estimate available here.
 PR0617
 PR0617.Click photographs - Photos may exist for this station.
 PR0617
 PR0617.The dynamic height is computed by dividing the NAVD 88
 PR0617.geopotential number by the normal gravity value computed on the
 PR0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0617.degrees latitude (g = 980.6199 gals.).
 PR0617
 PR0617.The modeled gravity was interpolated from observed gravity values.
 PR0617
 PR0617;                    North         East    Units  Estimated Accuracy
 PR0617;SPC SD N     -   119,100.      774,700.      MT  (+/- 180 meters Scaled)
 PR0617
 PR0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ956707(NAD 83)
 PR0617
 PR0617                          SUPERSEDED SURVEY CONTROL
 PR0617
 PR0617  NGVD 29 (??/??/92)  552.43   (m)         1812.4    (f) COMPUTED    2 0
 PR0617
 PR0617.Superseded values are not recommended for survey control.
 PR0617
 PR0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0617.See file dsdata.pdf to determine how the superseded data were derived.
 PR0617
 PR0617_MARKER: R = RIVET
 PR0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PR0617_SP_SET: STONE HEADWALL
 PR0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0617
 PR0617  HISTORY     - Date     Condition        Report By
 PR0617  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0617  HISTORY     - 1934     GOOD             CGS
 PR0617
 PR0617                          STATION DESCRIPTION
 PR0617
 PR0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0617'2.9 MI W FROM CLARK.
 PR0617'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0617'THE CITY WATER TANK AT CLARK, CLARK COUNTY, AT BRIDGE D 420, IN
 PR0617'THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH STONE HEAD WALL,
 PR0617'16-1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 3
 PR0617'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 PR0617'RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0329 ***********************************************************************
 PR0329  DESIGNATION -  RV 7
 PR0329  PID         -  PR0329
 PR0329  STATE/COUNTY-  SD/CODINGTON
 PR0329  COUNTRY     -  US
 PR0329  USGS QUAD   -  KRANZBURG (2017)
 PR0329
 PR0329                         *CURRENT SURVEY CONTROL
 PR0329  ______________________________________________________________________
 PR0329* NAD 83(1986) POSITION- 44 53 24.     (N) 096 56 35.     (W)   SCALED
 PR0329* NAVD 88 ORTHO HEIGHT -   605.979 (meters)     1988.12  (feet) ADJUSTED
 PR0329  ______________________________________________________________________
 PR0329  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 PR0329  DYNAMIC HEIGHT  -        605.886 (meters)     1987.81  (feet) COMP
 PR0329  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 PR0329
 PR0329  VERT ORDER      -  SECOND    CLASS 0
 PR0329
 PR0329.The horizontal coordinates were scaled from a map and have
 PR0329.an estimated accuracy of +/- 6 seconds.
 PR0329
 PR0329.The orthometric height was determined by differential leveling and
 PR0329.adjusted by the NATIONAL GEODETIC SURVEY
 PR0329.in June 1991.
 PR0329
 PR0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0329.GEOID18 height accuracy estimate available here.
 PR0329
 PR0329.Click photographs - Photos may exist for this station.
 PR0329
 PR0329.The dynamic height is computed by dividing the NAVD 88
 PR0329.geopotential number by the normal gravity value computed on the
 PR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0329.degrees latitude (g = 980.6199 gals.).
 PR0329
 PR0329.The modeled gravity was interpolated from observed gravity values.
 PR0329
 PR0329;                    North         East    Units  Estimated Accuracy
 PR0329;SPC SD N     -   121,980.      841,420.      MT  (+/- 180 meters Scaled)
 PR0329
 PR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ624727(NAD 83)
 PR0329
 PR0329                          SUPERSEDED SURVEY CONTROL
 PR0329
 PR0329  NGVD 29 (??/??/92)  605.677  (m)         1987.13   (f) ADJ UNCH    2 0
 PR0329
 PR0329.Superseded values are not recommended for survey control.
 PR0329
 PR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0329.See file dsdata.pdf to determine how the superseded data were derived.
 PR0329
 PR0329_MARKER: R = RIVET
 PR0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0329_SP_SET: BRIDGE
 PR0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0329
 PR0329  HISTORY     - Date     Condition        Report By
 PR0329  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0329  HISTORY     - 1934     GOOD             CGS
 PR0329  HISTORY     - 19950916 MARK NOT FOUND   NGS
 PR0329
 PR0329                          STATION DESCRIPTION
 PR0329
 PR0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0329'1.1 MI W FROM KRANZBURG.
 PR0329'ABOUT 1.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0329'FROM THE STATION AT KRANZBURG, CODINGTON COUNTY, AT BRIDGE 815,
 PR0329'IN THE EAST END OF THE SOUTH STONE HEAD WALL, AND 2 FEET LOWER
 PR0329'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 PR0329
 PR0329                          STATION RECOVERY (1995)
 PR0329
 PR0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0329'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA HAS BEEN GRADED.
 PR0329'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1529 ***********************************************************************
 PU1529  DESIGNATION -  RV 7
 PU1529  PID         -  PU1529
 PU1529  STATE/COUNTY-  SD/PENNINGTON
 PU1529  COUNTRY     -  US
 PU1529  USGS QUAD   -  PACTOLA DAM (2017)
 PU1529
 PU1529                         *CURRENT SURVEY CONTROL
 PU1529  ______________________________________________________________________
 PU1529* NAD 83(1986) POSITION- 44 04 42.93   (N) 103 25 54.62   (W)   HD_HELD1
 PU1529* NAVD 88 ORTHO HEIGHT -  1297.110 (meters)     4255.60  (feet) ADJUSTED
 PU1529  ______________________________________________________________________
 PU1529  GEOID HEIGHT    -        -14.559 (meters)                     GEOID18
 PU1529  DYNAMIC HEIGHT  -       1296.606 (meters)     4253.95  (feet) COMP
 PU1529  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 PU1529
 PU1529  VERT ORDER      -  SECOND    CLASS 0
 PU1529
 PU1529.The horizontal coordinates were determined by differentially corrected
 PU1529.hand held GPS observations or other comparable positioning techniques
 PU1529.and have an estimated accuracy of +/- 3 meters.
 PU1529
 PU1529.The orthometric height was determined by differential leveling and
 PU1529.adjusted by the NATIONAL GEODETIC SURVEY
 PU1529.in June 1991.
 PU1529
 PU1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1529.GEOID18 height accuracy estimate available here.
 PU1529
 PU1529.Click photographs - Photos may exist for this station.
 PU1529
 PU1529.The dynamic height is computed by dividing the NAVD 88
 PU1529.geopotential number by the normal gravity value computed on the
 PU1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1529.degrees latitude (g = 980.6199 gals.).
 PU1529
 PU1529.The modeled gravity was interpolated from observed gravity values.
 PU1529
 PU1529;                    North         East    Units  Estimated Accuracy
 PU1529;SPC SD S     -   198,515.7     351,881.6     MT  (+/- 3 meters HH1 GPS) 
 PU1529
 PU1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2556081797(NAD 83)
 PU1529
 PU1529                          SUPERSEDED SURVEY CONTROL
 PU1529
 PU1529  NGVD 29 (??/??/92) 1296.563  (m)         4253.81   (f) ADJ UNCH    2 0
 PU1529
 PU1529.Superseded values are not recommended for survey control.
 PU1529
 PU1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1529.See file dsdata.pdf to determine how the superseded data were derived.
 PU1529
 PU1529_MARKER: R = RIVET
 PU1529_SETTING: 80 = SET IN A BOULDER
 PU1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1529+STABILITY: SURFACE MOTION
 PU1529
 PU1529  HISTORY     - Date     Condition        Report By
 PU1529  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1529  HISTORY     - 1934     GOOD             CGS
 PU1529
 PU1529                          STATION DESCRIPTION
 PU1529
 PU1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1529'4.4 MI W FROM HISEGA.
 PU1529'4.4 MILES WEST ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1529'RAILROAD, 17.6 MILES WEST OF RAPID CITY BY RAIL, IN THE TOP OF
 PU1529'A FLAT BURIED BOULDER, 56 FEET EAST OF THE EAST RAIL, 230 FEET
 PU1529'NORTH OF BRIDGE NO. 17.60.  ON THE HIGHEST PART OF THE BOULDER,
 PU1529'0.7 FOOT SOUTH OF NORTH EDGE, AND 0.5 FOOT EAST OF THE WEST
 PU1529'EDGE OF THE BOULDER.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0620 ***********************************************************************
 PR0620  DESIGNATION -  RV 7 D 427
 PR0620  PID         -  PR0620
 PR0620  STATE/COUNTY-  SD/CLARK
 PR0620  COUNTRY     -  US
 PR0620  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0620
 PR0620                         *CURRENT SURVEY CONTROL
 PR0620  ______________________________________________________________________
 PR0620* NAD 83(1986) POSITION- 44 53 59.     (N) 097 50 47.     (W)   SCALED
 PR0620* NAVD 88 ORTHO HEIGHT -   512.309 (meters)     1680.80  (feet) ADJUSTED
 PR0620  ______________________________________________________________________
 PR0620  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 PR0620  DYNAMIC HEIGHT  -        512.243 (meters)     1680.58  (feet) COMP
 PR0620  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 PR0620
 PR0620  VERT ORDER      -  SECOND    CLASS 0
 PR0620
 PR0620.The horizontal coordinates were scaled from a map and have
 PR0620.an estimated accuracy of +/- 6 seconds.
 PR0620
 PR0620.The orthometric height was determined by differential leveling and
 PR0620.adjusted by the NATIONAL GEODETIC SURVEY
 PR0620.in June 1991.
 PR0620
 PR0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0620.GEOID18 height accuracy estimate available here.
 PR0620
 PR0620.Click photographs - Photos may exist for this station.
 PR0620
 PR0620.The dynamic height is computed by dividing the NAVD 88
 PR0620.geopotential number by the normal gravity value computed on the
 PR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0620.degrees latitude (g = 980.6199 gals.).
 PR0620
 PR0620.The modeled gravity was interpolated from observed gravity values.
 PR0620
 PR0620;                    North         East    Units  Estimated Accuracy
 PR0620;SPC SD N     -   120,760.      770,070.      MT  (+/- 180 meters Scaled)
 PR0620
 PR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ910724(NAD 83)
 PR0620
 PR0620                          SUPERSEDED SURVEY CONTROL
 PR0620
 PR0620  NGVD 29 (??/??/92)  512.01   (m)         1679.8    (f) COMPUTED    2 0
 PR0620
 PR0620.Superseded values are not recommended for survey control.
 PR0620
 PR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0620.See file dsdata.pdf to determine how the superseded data were derived.
 PR0620
 PR0620_MARKER: R = RIVET
 PR0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0620_SP_SET: BRIDGE
 PR0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0620
 PR0620  HISTORY     - Date     Condition        Report By
 PR0620  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0620  HISTORY     - 1934     GOOD             CGS
 PR0620
 PR0620                          STATION DESCRIPTION
 PR0620
 PR0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0620'5.2 MI E FROM RAYMOND.
 PR0620'5.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0620'FROM THE CITY SCHOOL AT RAYMOND, CLARK COUNTY, AT BRIDGE D 427,
 PR0620'IN THE TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL, 11.3
 PR0620'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER
 PR0620'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1531 ***********************************************************************
 PU1531  DESIGNATION -  RV 8
 PU1531  PID         -  PU1531
 PU1531  STATE/COUNTY-  SD/PENNINGTON
 PU1531  COUNTRY     -  US
 PU1531  USGS QUAD   -  PACTOLA DAM (2017)
 PU1531
 PU1531                         *CURRENT SURVEY CONTROL
 PU1531  ______________________________________________________________________
 PU1531* NAD 83(1986) POSITION- 44 03 55.     (N) 103 24 47.     (W)   SCALED
 PU1531* NAVD 88 ORTHO HEIGHT -  1273.295 (meters)     4177.47  (feet) ADJUSTED
 PU1531  ______________________________________________________________________
 PU1531  GEOID HEIGHT    -        -14.662 (meters)                     GEOID18
 PU1531  DYNAMIC HEIGHT  -       1272.807 (meters)     4175.87  (feet) COMP
 PU1531  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 PU1531
 PU1531  VERT ORDER      -  SECOND    CLASS 0
 PU1531
 PU1531.The horizontal coordinates were scaled from a map and have
 PU1531.an estimated accuracy of +/- 6 seconds.
 PU1531
 PU1531.The orthometric height was determined by differential leveling and
 PU1531.adjusted by the NATIONAL GEODETIC SURVEY
 PU1531.in June 1991.
 PU1531
 PU1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1531.GEOID18 height accuracy estimate available here.
 PU1531
 PU1531.Click photographs - Photos may exist for this station.
 PU1531
 PU1531.The dynamic height is computed by dividing the NAVD 88
 PU1531.geopotential number by the normal gravity value computed on the
 PU1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1531.degrees latitude (g = 980.6199 gals.).
 PU1531
 PU1531.The modeled gravity was interpolated from observed gravity values.
 PU1531
 PU1531;                    North         East    Units  Estimated Accuracy
 PU1531;SPC SD S     -   196,980.      353,330.      MT  (+/- 180 meters Scaled)
 PU1531
 PU1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ270803(NAD 83)
 PU1531
 PU1531                          SUPERSEDED SURVEY CONTROL
 PU1531
 PU1531  NGVD 29 (??/??/92) 1272.760  (m)         4175.71   (f) ADJ UNCH    2 0
 PU1531
 PU1531.Superseded values are not recommended for survey control.
 PU1531
 PU1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1531.See file dsdata.pdf to determine how the superseded data were derived.
 PU1531
 PU1531_MARKER: R = RIVET
 PU1531_SETTING: 80 = SET IN A BOULDER
 PU1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1531+STABILITY: SURFACE MOTION
 PU1531
 PU1531  HISTORY     - Date     Condition        Report By
 PU1531  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1531  HISTORY     - 1934     GOOD             CGS
 PU1531
 PU1531                          STATION DESCRIPTION
 PU1531
 PU1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1531'2.5 MI W FROM HISEGA.
 PU1531'2.5 MILES WEST ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1531'RAILROAD, 15.7 MILES WEST OF RAPID CITY BY RAIL, IN THE TOP OF
 PU1531'BURIED BOULDER AT THE WEST END OF TOOL CAR AT BIG BEND SIDING,
 PU1531'AND 7.7 FEET SOUTH OF THE SOUTH RAIL, 7.9 FEET NORTHEAST OF THE
 PU1531'NORTHWEST CORNER OF TOOL CAR SHED.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0204 ***********************************************************************
 PR0204  DESIGNATION -  RV 8
 PR0204  PID         -  PR0204
 PR0204  STATE/COUNTY-  SD/BROOKINGS
 PR0204  COUNTRY     -  US
 PR0204  USGS QUAD   -  VOLGA (2017)
 PR0204
 PR0204                         *CURRENT SURVEY CONTROL
 PR0204  ______________________________________________________________________
 PR0204* NAD 83(1986) POSITION- 44 19 40.     (N) 096 57 37.     (W)   SCALED
 PR0204* NAVD 88 ORTHO HEIGHT -   504.806 (meters)     1656.18  (feet) ADJUSTED
 PR0204  ______________________________________________________________________
 PR0204  GEOID HEIGHT    -        -25.213 (meters)                     GEOID18
 PR0204  DYNAMIC HEIGHT  -        504.714 (meters)     1655.88  (feet) COMP
 PR0204  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 PR0204
 PR0204  VERT ORDER      -  SECOND    CLASS 0
 PR0204
 PR0204.The horizontal coordinates were scaled from a map and have
 PR0204.an estimated accuracy of +/- 6 seconds.
 PR0204
 PR0204.The orthometric height was determined by differential leveling and
 PR0204.adjusted by the NATIONAL GEODETIC SURVEY
 PR0204.in June 1991.
 PR0204
 PR0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0204.GEOID18 height accuracy estimate available here.
 PR0204
 PR0204.Click photographs - Photos may exist for this station.
 PR0204
 PR0204.The dynamic height is computed by dividing the NAVD 88
 PR0204.geopotential number by the normal gravity value computed on the
 PR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0204.degrees latitude (g = 980.6199 gals.).
 PR0204
 PR0204.The modeled gravity was interpolated from observed gravity values.
 PR0204
 PR0204;                    North         East    Units  Estimated Accuracy
 PR0204;SPC SD N     -    59,500.      842,410.      MT  (+/- 180 meters Scaled)
 PR0204
 PR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ626103(NAD 83)
 PR0204
 PR0204                          SUPERSEDED SURVEY CONTROL
 PR0204
 PR0204  NGVD 29 (??/??/92)  504.544  (m)         1655.32   (f) ADJ UNCH    2 0
 PR0204
 PR0204.Superseded values are not recommended for survey control.
 PR0204
 PR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0204.See file dsdata.pdf to determine how the superseded data were derived.
 PR0204
 PR0204_MARKER: R = RIVET
 PR0204_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0204_SP_SET: BRIDGE
 PR0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0204
 PR0204  HISTORY     - Date     Condition        Report By
 PR0204  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0204  HISTORY     - 1934     GOOD             CGS
 PR0204  HISTORY     - 1949     GOOD             CGS
 PR0204
 PR0204                          STATION DESCRIPTION
 PR0204
 PR0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0204'1.7 MI W FROM VOLGA.
 PR0204'1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0204'THE STATION AT VOLGA, BROOKINGS COUNTY, AT BRIDGE 34, IN THE
 PR0204'EAST END OF THE SOUTH STONE HEADWALL, AND ABOUT 1-1/2 FEET LOWER
 PR0204'THAN THE RAIL.  A STANDARD MONEL-METAL RIVET.
 PR0204
 PR0204                          STATION RECOVERY (1949)
 PR0204
 PR0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PR0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0621 ***********************************************************************
 PR0621  DESIGNATION -  RV 8 D 428
 PR0621  PID         -  PR0621
 PR0621  STATE/COUNTY-  SD/CLARK
 PR0621  COUNTRY     -  US
 PR0621  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0621
 PR0621                         *CURRENT SURVEY CONTROL
 PR0621  ______________________________________________________________________
 PR0621* NAD 83(1986) POSITION- 44 54 18.     (N) 097 51 12.     (W)   SCALED
 PR0621* NAVD 88 ORTHO HEIGHT -   501.750 (meters)     1646.16  (feet) ADJUSTED
 PR0621  ______________________________________________________________________
 PR0621  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 PR0621  DYNAMIC HEIGHT  -        501.686 (meters)     1645.95  (feet) COMP
 PR0621  MODELED GRAVITY -    980,473.7   (mgal)                       NAVD 88
 PR0621
 PR0621  VERT ORDER      -  SECOND    CLASS 0
 PR0621
 PR0621.The horizontal coordinates were scaled from a map and have
 PR0621.an estimated accuracy of +/- 6 seconds.
 PR0621
 PR0621.The orthometric height was determined by differential leveling and
 PR0621.adjusted by the NATIONAL GEODETIC SURVEY
 PR0621.in June 1991.
 PR0621
 PR0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0621.GEOID18 height accuracy estimate available here.
 PR0621
 PR0621.Click photographs - Photos may exist for this station.
 PR0621
 PR0621.The dynamic height is computed by dividing the NAVD 88
 PR0621.geopotential number by the normal gravity value computed on the
 PR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0621.degrees latitude (g = 980.6199 gals.).
 PR0621
 PR0621.The modeled gravity was interpolated from observed gravity values.
 PR0621
 PR0621;                    North         East    Units  Estimated Accuracy
 PR0621;SPC SD N     -   121,330.      769,510.      MT  (+/- 180 meters Scaled)
 PR0621
 PR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ905730(NAD 83)
 PR0621
 PR0621                          SUPERSEDED SURVEY CONTROL
 PR0621
 PR0621  NGVD 29 (??/??/92)  501.45   (m)         1645.2    (f) COMPUTED    2 0
 PR0621
 PR0621.Superseded values are not recommended for survey control.
 PR0621
 PR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0621.See file dsdata.pdf to determine how the superseded data were derived.
 PR0621
 PR0621_MARKER: R = RIVET
 PR0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0621_SP_SET: BRIDGE
 PR0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0621
 PR0621  HISTORY     - Date     Condition        Report By
 PR0621  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0621  HISTORY     - 1934     GOOD             CGS
 PR0621
 PR0621                          STATION DESCRIPTION
 PR0621
 PR0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0621'4.7 MI E FROM RAYMOND.
 PR0621'4.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0621'THE CITY SCHOOL AT RAYMOND, CLARK COUNTY, AT BRIDGE D 428, IN THE
 PR0621'TOP OF THE SOUTHEAST CORNER OF THE SOUTH STONE HEAD WALL, 22
 PR0621'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 FEET
 PR0621'LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0521 ***********************************************************************
 PR0521  DESIGNATION -  RV 88
 PR0521  PID         -  PR0521
 PR0521  STATE/COUNTY-  SD/KINGSBURY
 PR0521  COUNTRY     -  US
 PR0521  USGS QUAD   -  ERWIN (2017)
 PR0521
 PR0521                         *CURRENT SURVEY CONTROL
 PR0521  ______________________________________________________________________
 PR0521* NAD 83(1986) POSITION- 44 22 49.     (N) 097 29 20.     (W)   SCALED
 PR0521* NAVD 88 ORTHO HEIGHT -   520.52  (+/-2cm)     1707.7   (feet) VERTCON3
 PR0521  ______________________________________________________________________
 PR0521  GEOID HEIGHT    -        -25.111 (meters)                     GEOID18
 PR0521  VERT ORDER      -  ? (See Below)
 PR0521
 PR0521.The horizontal coordinates were scaled from a map and have
 PR0521.an estimated accuracy of +/- 6 seconds.
 PR0521
 PR0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0521
 PR0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0521.GEOID18 height accuracy estimate available here.
 PR0521
 PR0521.The vertical order pertains to the NGVD 29 superseded value.
 PR0521
 PR0521.Click photographs - Photos may exist for this station.
 PR0521
 PR0521;                    North         East    Units  Estimated Accuracy
 PR0521;SPC SD N     -    63,880.      800,090.      MT  (+/- 180 meters Scaled)
 PR0521
 PR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ203152(NAD 83)
 PR0521
 PR0521                          SUPERSEDED SURVEY CONTROL
 PR0521
 PR0521  NGVD 29 (??/??/92)  520.270  (m)         1706.92   (f) ADJ UNCH       
 PR0521
 PR0521.Superseded values are not recommended for survey control.
 PR0521
 PR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0521.See file dsdata.pdf to determine how the superseded data were derived.
 PR0521
 PR0521_MARKER: R = RIVET
 PR0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0521_SP_SET: BRIDGE
 PR0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0521
 PR0521  HISTORY     - Date     Condition        Report By
 PR0521  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0521  HISTORY     - 1934     GOOD             CGS
 PR0521
 PR0521                          STATION DESCRIPTION
 PR0521
 PR0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0521'3 MI E FROM DE SMET.
 PR0521'3.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0521'FROM THE PASSENGER STATION AT DE SMET, KINGSBURY COUNTY, AT
 PR0521'BRIDGE 88, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL,
 PR0521'15.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 PR0521'2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 PR0521'RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0578 ***********************************************************************
 PR0578  DESIGNATION -  RV 89
 PR0578  PID         -  PR0578
 PR0578  STATE/COUNTY-  SD/KINGSBURY
 PR0578  COUNTRY     -  US
 PR0578  USGS QUAD   -  ERWIN (2017)
 PR0578
 PR0578                         *CURRENT SURVEY CONTROL
 PR0578  ______________________________________________________________________
 PR0578* NAD 83(1986) POSITION- 44 22 55.     (N) 097 29 58.     (W)   SCALED
 PR0578* NAVD 88 ORTHO HEIGHT -   518.75  (+/-2cm)     1701.9   (feet) VERTCON3
 PR0578  ______________________________________________________________________
 PR0578  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 PR0578  VERT ORDER      -  ? (See Below)
 PR0578
 PR0578.The horizontal coordinates were scaled from a map and have
 PR0578.an estimated accuracy of +/- 6 seconds.
 PR0578
 PR0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0578
 PR0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0578.GEOID18 height accuracy estimate available here.
 PR0578
 PR0578.The vertical order pertains to the NGVD 29 superseded value.
 PR0578
 PR0578.Click photographs - Photos may exist for this station.
 PR0578
 PR0578;                    North         East    Units  Estimated Accuracy
 PR0578;SPC SD N     -    64,040.      799,240.      MT  (+/- 180 meters Scaled)
 PR0578
 PR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ195153(NAD 83)
 PR0578
 PR0578                          SUPERSEDED SURVEY CONTROL
 PR0578
 PR0578  NGVD 29 (??/??/92)  518.505  (m)         1701.13   (f) ADJ UNCH       
 PR0578
 PR0578.Superseded values are not recommended for survey control.
 PR0578
 PR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0578.See file dsdata.pdf to determine how the superseded data were derived.
 PR0578
 PR0578_MARKER: R = RIVET
 PR0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0578_SP_SET: BRIDGE
 PR0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0578
 PR0578  HISTORY     - Date     Condition        Report By
 PR0578  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0578  HISTORY     - 1934     GOOD             CGS
 PR0578
 PR0578                          STATION DESCRIPTION
 PR0578
 PR0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0578'2.4 MI E FROM DE SMET.
 PR0578'ABOUT 2.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0578'FROM THE PASSENGER STATION AT DE SMET, KINGSBURY COUNTY, AT
 PR0578'BRIDGE 89, IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL,
 PR0578'15.5 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 PR0578'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1533 ***********************************************************************
 PU1533  DESIGNATION -  RV 9
 PU1533  PID         -  PU1533
 PU1533  STATE/COUNTY-  SD/PENNINGTON
 PU1533  COUNTRY     -  US
 PU1533  USGS QUAD   -  PACTOLA DAM (2017)
 PU1533
 PU1533                         *CURRENT SURVEY CONTROL
 PU1533  ______________________________________________________________________
 PU1533* NAD 83(1986) POSITION- 44 03 11.50   (N) 103 24 06.95   (W)   HD_HELD1
 PU1533* NAVD 88 ORTHO HEIGHT -  1226.425 (meters)     4023.70  (feet) ADJUSTED
 PU1533  ______________________________________________________________________
 PU1533  GEOID HEIGHT    -        -14.720 (meters)                     GEOID18
 PU1533  DYNAMIC HEIGHT  -       1225.960 (meters)     4022.17  (feet) COMP
 PU1533  MODELED GRAVITY -    980,195.6   (mgal)                       NAVD 88
 PU1533
 PU1533  VERT ORDER      -  SECOND    CLASS 0
 PU1533
 PU1533.The horizontal coordinates were determined by differentially corrected
 PU1533.hand held GPS observations or other comparable positioning techniques
 PU1533.and have an estimated accuracy of +/- 3 meters.
 PU1533
 PU1533.The orthometric height was determined by differential leveling and
 PU1533.adjusted by the NATIONAL GEODETIC SURVEY
 PU1533.in June 1991.
 PU1533
 PU1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1533.GEOID18 height accuracy estimate available here.
 PU1533
 PU1533.Click photographs - Photos may exist for this station.
 PU1533
 PU1533.The dynamic height is computed by dividing the NAVD 88
 PU1533.geopotential number by the normal gravity value computed on the
 PU1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1533.degrees latitude (g = 980.6199 gals.).
 PU1533
 PU1533.The modeled gravity was interpolated from observed gravity values.
 PU1533
 PU1533;                    North         East    Units  Estimated Accuracy
 PU1533;SPC SD S     -   195,606.9     354,171.3     MT  (+/- 3 meters HH1 GPS) 
 PU1533
 PU1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2800979022(NAD 83)
 PU1533
 PU1533                          SUPERSEDED SURVEY CONTROL
 PU1533
 PU1533  NGVD 29 (??/??/92) 1225.897  (m)         4021.96   (f) ADJ UNCH    2 0
 PU1533
 PU1533.Superseded values are not recommended for survey control.
 PU1533
 PU1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1533.See file dsdata.pdf to determine how the superseded data were derived.
 PU1533
 PU1533_MARKER: R = RIVET
 PU1533_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PU1533_SP_SET: UNSPECIFIED ROCK
 PU1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1533
 PU1533  HISTORY     - Date     Condition        Report By
 PU1533  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1533  HISTORY     - 1934     GOOD             CGS
 PU1533
 PU1533                          STATION DESCRIPTION
 PU1533
 PU1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1533'IN HISEGA.
 PU1533'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 13.2
 PU1533'MILES WEST OF RAPID CITY BY RAIL, IN SLOPING TABLE ROCK, 40 FEET
 PU1533'NORTHWEST OF THE NORTHWEST CORNER OF STATION BOOT AT HISEGA,
 PU1533'AND 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0622 ***********************************************************************
 PR0622  DESIGNATION -  RV 9 D 430
 PR0622  PID         -  PR0622
 PR0622  STATE/COUNTY-  SD/CLARK
 PR0622  COUNTRY     -  US
 PR0622  USGS QUAD   -  BAILEYS LAKE (2017)
 PR0622
 PR0622                         *CURRENT SURVEY CONTROL
 PR0622  ______________________________________________________________________
 PR0622* NAD 83(1986) POSITION- 44 54 29.     (N) 097 51 37.     (W)   SCALED
 PR0622* NAVD 88 ORTHO HEIGHT -   495.796 (meters)     1626.62  (feet) ADJUSTED
 PR0622  ______________________________________________________________________
 PR0622  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 PR0622  DYNAMIC HEIGHT  -        495.733 (meters)     1626.42  (feet) COMP
 PR0622  MODELED GRAVITY -    980,475.2   (mgal)                       NAVD 88
 PR0622
 PR0622  VERT ORDER      -  SECOND    CLASS 0
 PR0622
 PR0622.The horizontal coordinates were scaled from a map and have
 PR0622.an estimated accuracy of +/- 6 seconds.
 PR0622
 PR0622.The orthometric height was determined by differential leveling and
 PR0622.adjusted by the NATIONAL GEODETIC SURVEY
 PR0622.in June 1991.
 PR0622
 PR0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0622.GEOID18 height accuracy estimate available here.
 PR0622
 PR0622.Click photographs - Photos may exist for this station.
 PR0622
 PR0622.The dynamic height is computed by dividing the NAVD 88
 PR0622.geopotential number by the normal gravity value computed on the
 PR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0622.degrees latitude (g = 980.6199 gals.).
 PR0622
 PR0622.The modeled gravity was interpolated from observed gravity values.
 PR0622
 PR0622;                    North         East    Units  Estimated Accuracy
 PR0622;SPC SD N     -   121,660.      768,950.      MT  (+/- 180 meters Scaled)
 PR0622
 PR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ899733(NAD 83)
 PR0622
 PR0622                          SUPERSEDED SURVEY CONTROL
 PR0622
 PR0622  NGVD 29 (??/??/92)  495.50   (m)         1625.7    (f) COMPUTED    2 0
 PR0622
 PR0622.Superseded values are not recommended for survey control.
 PR0622
 PR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0622.See file dsdata.pdf to determine how the superseded data were derived.
 PR0622
 PR0622_MARKER: R = RIVET
 PR0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0622_SP_SET: BRIDGE
 PR0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0622
 PR0622  HISTORY     - Date     Condition        Report By
 PR0622  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0622  HISTORY     - 1934     GOOD             CGS
 PR0622
 PR0622                          STATION DESCRIPTION
 PR0622
 PR0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0622'4.3 MI E FROM RAYMOND.
 PR0622'4.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0622'THE CITY SCHOOL AT RAYMOND, CLARK COUNTY, AT BRIDGE D 430, IN
 PR0622'THE TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL, 11.5 FEET
 PR0622'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER
 PR0622'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0341 ***********************************************************************
 OR0341  DESIGNATION -  RV BONESTEEL
 OR0341  PID         -  OR0341
 OR0341  STATE/COUNTY-  SD/GREGORY
 OR0341  COUNTRY     -  US
 OR0341  USGS QUAD   -  BONESTEEL (2017)
 OR0341
 OR0341                         *CURRENT SURVEY CONTROL
 OR0341  ______________________________________________________________________
 OR0341* NAD 83(1986) POSITION- 43 04 49.     (N) 098 56 59.     (W)   SCALED
 OR0341* NAVD 88 ORTHO HEIGHT -   600.040 (meters)     1968.63  (feet) ADJUSTED
 OR0341  ______________________________________________________________________
 OR0341  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 OR0341  DYNAMIC HEIGHT  -        599.823 (meters)     1967.92  (feet) COMP
 OR0341  MODELED GRAVITY -    980,240.7   (mgal)                       NAVD 88
 OR0341
 OR0341  VERT ORDER      -  SECOND    CLASS 0
 OR0341
 OR0341.The horizontal coordinates were scaled from a map and have
 OR0341.an estimated accuracy of +/- 6 seconds.
 OR0341
 OR0341.The orthometric height was determined by differential leveling and
 OR0341.adjusted by the NATIONAL GEODETIC SURVEY
 OR0341.in June 1991.
 OR0341
 OR0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0341.GEOID18 height accuracy estimate available here.
 OR0341
 OR0341.Click photographs - Photos may exist for this station.
 OR0341
 OR0341.The dynamic height is computed by dividing the NAVD 88
 OR0341.geopotential number by the normal gravity value computed on the
 OR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0341.degrees latitude (g = 980.6199 gals.).
 OR0341
 OR0341.The modeled gravity was interpolated from observed gravity values.
 OR0341
 OR0341;                    North         East    Units  Estimated Accuracy
 OR0341;SPC SD S     -    83,920.      712,660.      MT  (+/- 180 meters Scaled)
 OR0341
 OR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN040697(NAD 83)
 OR0341
 OR0341                          SUPERSEDED SURVEY CONTROL
 OR0341
 OR0341.No superseded survey control is available for this station.
 OR0341
 OR0341_MARKER: R = RIVET
 OR0341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0341_SP_SET: PIT
 OR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0341+STABILITY: SURFACE MOTION
 OR0341
 OR0341  HISTORY     - Date     Condition        Report By
 OR0341  HISTORY     - UNK      MONUMENTED       CNWRR
 OR0341  HISTORY     - 1934     GOOD             CGS
 OR0341  HISTORY     - 1940     GOOD             CGS
 OR0341  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0341
 OR0341                          STATION DESCRIPTION
 OR0341
 OR0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0341'AT BONESTEEL.
 OR0341'AT BONESTEEL, GREGORY COUNTY, ABOUT 300 FEET WEST OF THE CHICAGO
 OR0341'AND NORTH WESTERN RAILWAY STATION, 3.1 FEET NORTHEAST OF THE
 OR0341'NORTHEAST CORNER OF A SMALL GALVANIZED BUILDING WITH AN
 OR0341'INFLAMMABLE WARNING SIGN, IN THE TOP OF THE WEST SIDE OF A
 OR0341'CONCRETE PIT FOR UNLOADING GASOLINE, AND 21.8 FEET SOUTH OF THE
 OR0341'SOUTH RAIL OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 OR0341
 OR0341                          STATION RECOVERY (1940)
 OR0341
 OR0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0341'RECOVERED IN GOOD CONDITION.
 OR0341
 OR0341                          STATION RECOVERY (1993)
 OR0341
 OR0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0341'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0187 ***********************************************************************
 OQ0187  DESIGNATION -  RV CENTERVILLE
 OQ0187  PID         -  OQ0187
 OQ0187  STATE/COUNTY-  SD/TURNER
 OQ0187  COUNTRY     -  US
 OQ0187  USGS QUAD   -  CENTERVILLE (2017)
 OQ0187
 OQ0187                         *CURRENT SURVEY CONTROL
 OQ0187  ______________________________________________________________________
 OQ0187* NAD 83(1986) POSITION- 43 06 54.     (N) 096 57 42.     (W)   SCALED
 OQ0187* NAVD 88 ORTHO HEIGHT -   374.649 (meters)     1229.16  (feet) ADJUSTED
 OQ0187  ______________________________________________________________________
 OQ0187  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 OQ0187  DYNAMIC HEIGHT  -        374.540 (meters)     1228.80  (feet) COMP
 OQ0187  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 OQ0187
 OQ0187  VERT ORDER      -  SECOND    CLASS 0
 OQ0187
 OQ0187.The horizontal coordinates were scaled from a map and have
 OQ0187.an estimated accuracy of +/- 6 seconds.
 OQ0187
 OQ0187.The orthometric height was determined by differential leveling and
 OQ0187.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0187.in June 1991.
 OQ0187
 OQ0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0187.GEOID18 height accuracy estimate available here.
 OQ0187
 OQ0187.Click photographs - Photos may exist for this station.
 OQ0187
 OQ0187.The dynamic height is computed by dividing the NAVD 88
 OQ0187.geopotential number by the normal gravity value computed on the
 OQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0187.degrees latitude (g = 980.6199 gals.).
 OQ0187
 OQ0187.The modeled gravity was interpolated from observed gravity values.
 OQ0187
 OQ0187;                    North         East    Units  Estimated Accuracy
 OQ0187;SPC SD S     -    92,410.      874,330.      MT  (+/- 180 meters Scaled)
 OQ0187
 OQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN658756(NAD 83)
 OQ0187
 OQ0187                          SUPERSEDED SURVEY CONTROL
 OQ0187
 OQ0187  NGVD 29 (??/??/92)  374.597  (m)         1228.99   (f) ADJ UNCH    2 0
 OQ0187
 OQ0187.Superseded values are not recommended for survey control.
 OQ0187
 OQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0187.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0187
 OQ0187_MARKER: R = RIVET
 OQ0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0187_SP_SET: TANK FOUNDATION
 OQ0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0187
 OQ0187  HISTORY     - Date     Condition        Report By
 OQ0187  HISTORY     - UNK      MONUMENTED       CNWRR
 OQ0187  HISTORY     - 1934     GOOD             CGS
 OQ0187
 OQ0187                          STATION DESCRIPTION
 OQ0187
 OQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0187'AT CENTERVILLE.
 OQ0187'AT CENTERVILLE, TURNER COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OQ0187'RAILWAY, 75 YARDS NORTHWEST OF THE STATION, AT THE WATER TANK,
 OQ0187'IN THE TOP OF THE SOUTHWEST CONCRETE PEDESTAL OF THE FOUNDATION,
 OQ0187'60 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 OQ0187'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD MONEL METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0531 ***********************************************************************
 OR0531  DESIGNATION -  RV GREGORY
 OR0531  PID         -  OR0531
 OR0531  STATE/COUNTY-  SD/GREGORY
 OR0531  COUNTRY     -  US
 OR0531  USGS QUAD   -  GREGORY (2017)
 OR0531
 OR0531                         *CURRENT SURVEY CONTROL
 OR0531  ______________________________________________________________________
 OR0531* NAD 83(1986) POSITION- 43 13 35.     (N) 099 25 45.     (W)   SCALED
 OR0531* NAVD 88 ORTHO HEIGHT -   660.688 (meters)     2167.61  (feet) ADJUSTED
 OR0531  ______________________________________________________________________
 OR0531  GEOID HEIGHT    -        -25.657 (meters)                     GEOID18
 OR0531  DYNAMIC HEIGHT  -        660.436 (meters)     2166.78  (feet) COMP
 OR0531  MODELED GRAVITY -    980,217.3   (mgal)                       NAVD 88
 OR0531
 OR0531  VERT ORDER      -  SECOND    CLASS 0
 OR0531
 OR0531.The horizontal coordinates were scaled from a map and have
 OR0531.an estimated accuracy of +/- 6 seconds.
 OR0531
 OR0531.The orthometric height was determined by differential leveling and
 OR0531.adjusted by the NATIONAL GEODETIC SURVEY
 OR0531.in June 1991.
 OR0531
 OR0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0531.GEOID18 height accuracy estimate available here.
 OR0531
 OR0531.Click photographs - Photos may exist for this station.
 OR0531
 OR0531.The dynamic height is computed by dividing the NAVD 88
 OR0531.geopotential number by the normal gravity value computed on the
 OR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0531.degrees latitude (g = 980.6199 gals.).
 OR0531
 OR0531.The modeled gravity was interpolated from observed gravity values.
 OR0531
 OR0531;                    North         East    Units  Estimated Accuracy
 OR0531;SPC SD S     -    99,610.      673,450.      MT  (+/- 180 meters Scaled)
 OR0531
 OR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN651860(NAD 83)
 OR0531
 OR0531                          SUPERSEDED SURVEY CONTROL
 OR0531
 OR0531  NGVD 29 (??/??/92)  660.347  (m)         2166.49   (f) ADJ UNCH    2 0
 OR0531
 OR0531.Superseded values are not recommended for survey control.
 OR0531
 OR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0531.See file dsdata.pdf to determine how the superseded data were derived.
 OR0531
 OR0531_MARKER: R = RIVET
 OR0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0531_SP_SET: PIER
 OR0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0531
 OR0531  HISTORY     - Date     Condition        Report By
 OR0531  HISTORY     - UNK      MONUMENTED       CNWRR
 OR0531  HISTORY     - 1934     GOOD             CGS
 OR0531  HISTORY     - 1945     GOOD             CGS
 OR0531
 OR0531                          STATION DESCRIPTION
 OR0531
 OR0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0531'AT GREGORY.
 OR0531'AT GREGORY, GREGORY COUNTY, 30.7 FEET EAST OF THE EAST END
 OR0531'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION PLATFORM,
 OR0531'AT THE CONCRETE FOUNDATION OF AN ABANDONED WATER TANK, IN THE
 OR0531'TOP OF THE SOUTH END OF THE EAST LONG CENTER PIER, AND 8.1
 OR0531'FEET NORTH OF THE NORTH RAIL.  A STANDARD MONEL-METAL RIVET.
 OR0531
 OR0531                          STATION RECOVERY (1945)
 OR0531
 OR0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 OR0531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0375 ***********************************************************************
 OT0375  DESIGNATION -  RV H 102
 OT0375  PID         -  OT0375
 OT0375  STATE/COUNTY-  SD/CUSTER
 OT0375  COUNTRY     -  US
 OT0375  USGS QUAD   -  BUFFALO GAP (2017)
 OT0375
 OT0375                         *CURRENT SURVEY CONTROL
 OT0375  ______________________________________________________________________
 OT0375* NAD 83(1986) POSITION- 43 29 40.     (N) 103 18 37.     (W)   SCALED
 OT0375* NAVD 88 ORTHO HEIGHT -   994.296 (meters)     3262.12  (feet) ADJUSTED
 OT0375  ______________________________________________________________________
 OT0375  GEOID HEIGHT    -        -16.084 (meters)                     GEOID18
 OT0375  DYNAMIC HEIGHT  -        993.900 (meters)     3260.82  (feet) COMP
 OT0375  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 OT0375
 OT0375  VERT ORDER      -  FIRST     CLASS II
 OT0375
 OT0375.The horizontal coordinates were scaled from a map and have
 OT0375.an estimated accuracy of +/- 6 seconds.
 OT0375
 OT0375.The orthometric height was determined by differential leveling and
 OT0375.adjusted by the NATIONAL GEODETIC SURVEY
 OT0375.in June 1991.
 OT0375
 OT0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0375.GEOID18 height accuracy estimate available here.
 OT0375
 OT0375.Click photographs - Photos may exist for this station.
 OT0375
 OT0375.The dynamic height is computed by dividing the NAVD 88
 OT0375.geopotential number by the normal gravity value computed on the
 OT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0375.degrees latitude (g = 980.6199 gals.).
 OT0375
 OT0375.The modeled gravity was interpolated from observed gravity values.
 OT0375
 OT0375;                    North         East    Units  Estimated Accuracy
 OT0375;SPC SD S     -   133,300.      359,290.      MT  (+/- 180 meters Scaled)
 OT0375
 OT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ366171(NAD 83)
 OT0375
 OT0375                          SUPERSEDED SURVEY CONTROL
 OT0375
 OT0375  NGVD 29 (??/??/92)  993.812  (m)         3260.53   (f) ADJ UNCH    1 2
 OT0375
 OT0375.Superseded values are not recommended for survey control.
 OT0375
 OT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0375.See file dsdata.pdf to determine how the superseded data were derived.
 OT0375
 OT0375_MARKER: R = RIVET
 OT0375_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0375_SP_SET: BRIDGE ABUTMENT
 OT0375_MARK LOGO: NONE
 OT0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0375
 OT0375  HISTORY     - Date     Condition        Report By
 OT0375  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0375  HISTORY     - 1963     GOOD             CGS
 OT0375  HISTORY     - 1985     GOOD             NGS
 OT0375
 OT0375                          STATION DESCRIPTION
 OT0375
 OT0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0375'0.3 MI NE FROM BUFFALO GAP.
 OT0375'0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS BANK AT
 OT0375'BUFFALO GAP, THENCE 0.2 MILE NORTH ALONG THE CHICAGO AND NORTH
 OT0375'WESTERN RAILWAY, 6 POLES SOUTH OF MILE POST 51, IN SECTION 29,
 OT0375'T 6 S, R 7 E, SET IN THE SOUTH ABUTMENT OF A BRIDGE, 7 1/2 FEET
 OT0375'EAST OF THE EAST RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS,
 OT0375'AND SET IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTH CONCRETE
 OT0375'ABUTMENT OF A BRIDGE OVER BEAVER CREEK.
 OT0375
 OT0375                          STATION RECOVERY (1985)
 OT0375
 OT0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0416 ***********************************************************************
 OT0416  DESIGNATION -  RV H 29
 OT0416  PID         -  OT0416
 OT0416  STATE/COUNTY-  SD/FALL RIVER
 OT0416  COUNTRY     -  US
 OT0416  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0416
 OT0416                         *CURRENT SURVEY CONTROL
 OT0416  ______________________________________________________________________
 OT0416* NAD 83(1986) POSITION- 43 02 58.     (N) 103 16 40.     (W)   SCALED
 OT0416* NAVD 88 ORTHO HEIGHT -  1061.91  (+/-2cm)     3483.9   (feet) VERTCON3
 OT0416  ______________________________________________________________________
 OT0416  GEOID HEIGHT    -        -16.975 (meters)                     GEOID18
 OT0416  VERT ORDER      -  ? (See Below)
 OT0416
 OT0416.The horizontal coordinates were scaled from a map and have
 OT0416.an estimated accuracy of +/- 6 seconds.
 OT0416
 OT0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0416
 OT0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0416.GEOID18 height accuracy estimate available here.
 OT0416
 OT0416.The vertical order pertains to the NGVD 29 superseded value.
 OT0416
 OT0416.Click photographs - Photos may exist for this station.
 OT0416
 OT0416;                    North         East    Units  Estimated Accuracy
 OT0416;SPC SD S     -    83,810.      360,160.      MT  (+/- 180 meters Scaled)
 OT0416
 OT0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH402677(NAD 83)
 OT0416
 OT0416                          SUPERSEDED SURVEY CONTROL
 OT0416
 OT0416  NGVD 29 (??/??/92) 1061.360  (m)         3482.15   (f) ADJ UNCH       
 OT0416
 OT0416.Superseded values are not recommended for survey control.
 OT0416
 OT0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0416.See file dsdata.pdf to determine how the superseded data were derived.
 OT0416
 OT0416_MARKER: R = RIVET
 OT0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0416_SP_SET: BRIDGE
 OT0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0416
 OT0416  HISTORY     - Date     Condition        Report By
 OT0416  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0416  HISTORY     - 1934     GOOD             CGS
 OT0416
 OT0416                          STATION DESCRIPTION
 OT0416
 OT0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0416'6 MI N FROM WAYSIDE.
 OT0416'IN FALL RIVER COUNTY, SOUTH DAKOTA, 6 MILES NORTH ALONG THE
 OT0416'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT WAYSIDE,
 OT0416'DAWES COUNTY, NEBRASKA, AT BRIDGE H 29, IN THE TOP OF THE EAST
 OT0416'HEADWALL, 3 FEET NORTH OF THE SOUTH END, AND 4 INCHES WEST OF
 OT0416'THE EAST FACE.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0413 ***********************************************************************
 OT0413  DESIGNATION -  RV H 33
 OT0413  PID         -  OT0413
 OT0413  STATE/COUNTY-  SD/FALL RIVER
 OT0413  COUNTRY     -  US
 OT0413  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0413
 OT0413                         *CURRENT SURVEY CONTROL
 OT0413  ______________________________________________________________________
 OT0413* NAD 83(1986) POSITION- 43 05 09.     (N) 103 15 30.     (W)   SCALED
 OT0413* NAVD 88 ORTHO HEIGHT -  1050.285 (meters)     3445.81  (feet) ADJUSTED
 OT0413  ______________________________________________________________________
 OT0413  GEOID HEIGHT    -        -16.979 (meters)                     GEOID18
 OT0413  DYNAMIC HEIGHT  -       1049.806 (meters)     3444.24  (feet) COMP
 OT0413  MODELED GRAVITY -    980,128.7   (mgal)                       NAVD 88
 OT0413
 OT0413  VERT ORDER      -  SECOND    CLASS 0
 OT0413
 OT0413.The horizontal coordinates were scaled from a map and have
 OT0413.an estimated accuracy of +/- 6 seconds.
 OT0413
 OT0413.The orthometric height was determined by differential leveling and
 OT0413.adjusted by the NATIONAL GEODETIC SURVEY
 OT0413.in June 1991.
 OT0413
 OT0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0413.GEOID18 height accuracy estimate available here.
 OT0413
 OT0413.Click photographs - Photos may exist for this station.
 OT0413
 OT0413.The dynamic height is computed by dividing the NAVD 88
 OT0413.geopotential number by the normal gravity value computed on the
 OT0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0413.degrees latitude (g = 980.6199 gals.).
 OT0413
 OT0413.The modeled gravity was interpolated from observed gravity values.
 OT0413
 OT0413;                    North         East    Units  Estimated Accuracy
 OT0413;SPC SD S     -    87,790.      361,890.      MT  (+/- 180 meters Scaled)
 OT0413
 OT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH417718(NAD 83)
 OT0413
 OT0413                          SUPERSEDED SURVEY CONTROL
 OT0413
 OT0413  NGVD 29 (??/??/92) 1049.738  (m)         3444.02   (f) ADJ UNCH    2 0
 OT0413
 OT0413.Superseded values are not recommended for survey control.
 OT0413
 OT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0413.See file dsdata.pdf to determine how the superseded data were derived.
 OT0413
 OT0413_MARKER: R = RIVET
 OT0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0413_SP_SET: BRIDGE
 OT0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0413
 OT0413  HISTORY     - Date     Condition        Report By
 OT0413  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0413  HISTORY     - 1934     GOOD             CGS
 OT0413
 OT0413                          STATION DESCRIPTION
 OT0413
 OT0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0413'7.1 MI S FROM OELRICHS.
 OT0413'7.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0413'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, 0.3 MILE SOUTH
 OT0413'OF MILEPOST H 20, AT BRIDGE H 33, AND IN THE TOP OF THE NORTHWEST
 OT0413'CORNER OF THE WEST HEADWALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0412 ***********************************************************************
 OT0412  DESIGNATION -  RV H 34
 OT0412  PID         -  OT0412
 OT0412  STATE/COUNTY-  SD/FALL RIVER
 OT0412  COUNTRY     -  US
 OT0412  USGS QUAD   -  BLACK BANKS CREEK EAST (2017)
 OT0412
 OT0412                         *CURRENT SURVEY CONTROL
 OT0412  ______________________________________________________________________
 OT0412* NAD 83(1986) POSITION- 43 05 21.     (N) 103 15 23.     (W)   SCALED
 OT0412* NAVD 88 ORTHO HEIGHT -  1050.006 (meters)     3444.89  (feet) ADJUSTED
 OT0412  ______________________________________________________________________
 OT0412  GEOID HEIGHT    -        -16.981 (meters)                     GEOID18
 OT0412  DYNAMIC HEIGHT  -       1049.528 (meters)     3443.33  (feet) COMP
 OT0412  MODELED GRAVITY -    980,129.0   (mgal)                       NAVD 88
 OT0412
 OT0412  VERT ORDER      -  SECOND    CLASS 0
 OT0412
 OT0412.The horizontal coordinates were scaled from a map and have
 OT0412.an estimated accuracy of +/- 6 seconds.
 OT0412
 OT0412.The orthometric height was determined by differential leveling and
 OT0412.adjusted by the NATIONAL GEODETIC SURVEY
 OT0412.in June 1991.
 OT0412
 OT0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0412.GEOID18 height accuracy estimate available here.
 OT0412
 OT0412.Click photographs - Photos may exist for this station.
 OT0412
 OT0412.The dynamic height is computed by dividing the NAVD 88
 OT0412.geopotential number by the normal gravity value computed on the
 OT0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0412.degrees latitude (g = 980.6199 gals.).
 OT0412
 OT0412.The modeled gravity was interpolated from observed gravity values.
 OT0412
 OT0412;                    North         East    Units  Estimated Accuracy
 OT0412;SPC SD S     -    88,150.      362,060.      MT  (+/- 180 meters Scaled)
 OT0412
 OT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH419721(NAD 83)
 OT0412
 OT0412                          SUPERSEDED SURVEY CONTROL
 OT0412
 OT0412  NGVD 29 (??/??/92) 1049.459  (m)         3443.10   (f) ADJ UNCH    2 0
 OT0412
 OT0412.Superseded values are not recommended for survey control.
 OT0412
 OT0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0412.See file dsdata.pdf to determine how the superseded data were derived.
 OT0412
 OT0412_MARKER: R = RIVET
 OT0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0412_SP_SET: BRIDGE
 OT0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0412
 OT0412  HISTORY     - Date     Condition        Report By
 OT0412  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0412  HISTORY     - 1934     GOOD             CGS
 OT0412
 OT0412                          STATION DESCRIPTION
 OT0412
 OT0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0412'6.9 MI S FROM OELRICHS.
 OT0412'6.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0412'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, 0.1 MILE SOUTH
 OT0412'OF MILEPOST H 20, AT BRIDGE H 34, AND IN THE TOP OF THE SOUTHEAST
 OT0412'CORNER OF THE EAST HEADWALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0411 ***********************************************************************
 OT0411  DESIGNATION -  RV H 36
 OT0411  PID         -  OT0411
 OT0411  STATE/COUNTY-  SD/FALL RIVER
 OT0411  COUNTRY     -  US
 OT0411  USGS QUAD   -  OELRICHS SW (2017)
 OT0411
 OT0411                         *CURRENT SURVEY CONTROL
 OT0411  ______________________________________________________________________
 OT0411* NAD 83(1986) POSITION- 43 06 15.     (N) 103 14 33.     (W)   SCALED
 OT0411* NAVD 88 ORTHO HEIGHT -  1045.03  (+/-2cm)     3428.6   (feet) VERTCON3
 OT0411  ______________________________________________________________________
 OT0411  GEOID HEIGHT    -        -17.008 (meters)                     GEOID18
 OT0411  VERT ORDER      -  ? (See Below)
 OT0411
 OT0411.The horizontal coordinates were scaled from a map and have
 OT0411.an estimated accuracy of +/- 6 seconds.
 OT0411
 OT0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0411
 OT0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0411.GEOID18 height accuracy estimate available here.
 OT0411
 OT0411.The vertical order pertains to the NGVD 29 superseded value.
 OT0411
 OT0411.Click photographs - Photos may exist for this station.
 OT0411
 OT0411;                    North         East    Units  Estimated Accuracy
 OT0411;SPC SD S     -    89,780.      363,250.      MT  (+/- 180 meters Scaled)
 OT0411
 OT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH430738(NAD 83)
 OT0411
 OT0411                          SUPERSEDED SURVEY CONTROL
 OT0411
 OT0411  NGVD 29 (??/??/92) 1044.489  (m)         3426.79   (f) ADJ UNCH       
 OT0411
 OT0411.Superseded values are not recommended for survey control.
 OT0411
 OT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0411.See file dsdata.pdf to determine how the superseded data were derived.
 OT0411
 OT0411_MARKER: R = RIVET
 OT0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0411_SP_SET: BRIDGE
 OT0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0411
 OT0411  HISTORY     - Date     Condition        Report By
 OT0411  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0411  HISTORY     - 1934     GOOD             CGS
 OT0411
 OT0411                          STATION DESCRIPTION
 OT0411
 OT0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0411'5.9 MI S FROM OELRICHS.
 OT0411'5.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0411'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, 0.1 MILE SOUTH
 OT0411'OF MILEPOST H 21, AT BRIDGE H 36, AND IN THE TOP OF THE NORTHWEST
 OT0411'CORNER OF THE WEST HEADWALL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0409 ***********************************************************************
 OT0409  DESIGNATION -  RV H 39
 OT0409  PID         -  OT0409
 OT0409  STATE/COUNTY-  SD/FALL RIVER
 OT0409  COUNTRY     -  US
 OT0409  USGS QUAD   -  OELRICHS SW (2017)
 OT0409
 OT0409                         *CURRENT SURVEY CONTROL
 OT0409  ______________________________________________________________________
 OT0409* NAD 83(1986) POSITION- 43 06 46.     (N) 103 14 01.     (W)   SCALED
 OT0409* NAVD 88 ORTHO HEIGHT -  1040.68  (+/-2cm)     3414.3   (feet) VERTCON3
 OT0409  ______________________________________________________________________
 OT0409  GEOID HEIGHT    -        -17.026 (meters)                     GEOID18
 OT0409  VERT ORDER      -  ? (See Below)
 OT0409
 OT0409.The horizontal coordinates were scaled from a map and have
 OT0409.an estimated accuracy of +/- 6 seconds.
 OT0409
 OT0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0409
 OT0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0409.GEOID18 height accuracy estimate available here.
 OT0409
 OT0409.The vertical order pertains to the NGVD 29 superseded value.
 OT0409
 OT0409.Click photographs - Photos may exist for this station.
 OT0409
 OT0409;                    North         East    Units  Estimated Accuracy
 OT0409;SPC SD S     -    90,710.      364,000.      MT  (+/- 180 meters Scaled)
 OT0409
 OT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH437748(NAD 83)
 OT0409
 OT0409                          SUPERSEDED SURVEY CONTROL
 OT0409
 OT0409  NGVD 29 (??/??/92) 1040.135  (m)         3412.51   (f) ADJ UNCH       
 OT0409
 OT0409.Superseded values are not recommended for survey control.
 OT0409
 OT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0409.See file dsdata.pdf to determine how the superseded data were derived.
 OT0409
 OT0409_MARKER: R = RIVET
 OT0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0409_SP_SET: BRIDGE PIER
 OT0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0409
 OT0409  HISTORY     - Date     Condition        Report By
 OT0409  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0409  HISTORY     - 1934     GOOD             CGS
 OT0409
 OT0409                          STATION DESCRIPTION
 OT0409
 OT0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0409'4.8 MI S FROM OELRICHS.
 OT0409'4.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0409'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, AT BRIDGE H
 OT0409'39, AND IN THE TOP OF THE EXTREME EAST CORNER OF THE NORTH PIER.
 OT0409'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0405 ***********************************************************************
 OT0405  DESIGNATION -  RV H 49
 OT0405  PID         -  OT0405
 OT0405  STATE/COUNTY-  SD/FALL RIVER
 OT0405  COUNTRY     -  US
 OT0405  USGS QUAD   -  OELRICHS (2017)
 OT0405
 OT0405                         *CURRENT SURVEY CONTROL
 OT0405  ______________________________________________________________________
 OT0405* NAD 83(1986) POSITION- 43 12 11.     (N) 103 14 06.     (W)   SCALED
 OT0405* NAVD 88 ORTHO HEIGHT -  1014.175 (meters)     3327.34  (feet) ADJUSTED
 OT0405  ______________________________________________________________________
 OT0405  GEOID HEIGHT    -        -16.931 (meters)                     GEOID18
 OT0405  DYNAMIC HEIGHT  -       1013.730 (meters)     3325.88  (feet) COMP
 OT0405  MODELED GRAVITY -    980,146.2   (mgal)                       NAVD 88
 OT0405
 OT0405  VERT ORDER      -  FIRST     CLASS II
 OT0405
 OT0405.The horizontal coordinates were scaled from a map and have
 OT0405.an estimated accuracy of +/- 6 seconds.
 OT0405
 OT0405.The orthometric height was determined by differential leveling and
 OT0405.adjusted by the NATIONAL GEODETIC SURVEY
 OT0405.in June 1994.
 OT0405
 OT0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0405.GEOID18 height accuracy estimate available here.
 OT0405
 OT0405.Click photographs - Photos may exist for this station.
 OT0405
 OT0405.The dynamic height is computed by dividing the NAVD 88
 OT0405.geopotential number by the normal gravity value computed on the
 OT0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0405.degrees latitude (g = 980.6199 gals.).
 OT0405
 OT0405.The modeled gravity was interpolated from observed gravity values.
 OT0405
 OT0405;                    North         East    Units  Estimated Accuracy
 OT0405;SPC SD S     -   100,740.      364,240.      MT  (+/- 180 meters Scaled)
 OT0405
 OT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH433848(NAD 83)
 OT0405
 OT0405                          SUPERSEDED SURVEY CONTROL
 OT0405
 OT0405  NGVD 29 (??/??/92) 1013.610  (m)         3325.49   (f) ADJ UNCH    1 2
 OT0405
 OT0405.Superseded values are not recommended for survey control.
 OT0405
 OT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0405.See file dsdata.pdf to determine how the superseded data were derived.
 OT0405
 OT0405_MARKER: R = RIVET
 OT0405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0405_SP_SET: BRIDGE ABUTMENT
 OT0405_MARK LOGO: NONE
 OT0405_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0405+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0405
 OT0405  HISTORY     - Date     Condition        Report By
 OT0405  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0405  HISTORY     - 1934     GOOD             CGS
 OT0405  HISTORY     - 19930919 GOOD             NGS
 OT0405
 OT0405                          STATION DESCRIPTION
 OT0405
 OT0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0405'1.5 MI N FROM OELRICHS.
 OT0405'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0405'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, 456 YARDS
 OT0405'NORTH OF MILEPOST H 28, AT BRIDGE H 49, AND IN THE TOP OF THE
 OT0405'SOUTHEAST CORNER OF THE NORTH ABUTMENT.  A STANDARD MONEL-METAL
 OT0405'RIVET.
 OT0405
 OT0405                          STATION RECOVERY (1993)
 OT0405
 OT0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0405'0.5 KM (0.30 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0405'U.S. HIGHWAY 385 IN OELRICHS, THENCE 2.2 KM (1.35 MI) NORTHERLY
 OT0405'ALONG THE NORTH WESTERN RAILROAD, A MONEL RIVET IN THE EAST END OF
 OT0405'THE NORTH ABUTMENT OF RAILROAD BRIDGE NUMBER H 49, 1.7 M (5.6 FT)
 OT0405'EAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OT0405'TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0404 ***********************************************************************
 OT0404  DESIGNATION -  RV H 50
 OT0404  PID         -  OT0404
 OT0404  STATE/COUNTY-  SD/FALL RIVER
 OT0404  COUNTRY     -  US
 OT0404  USGS QUAD   -  OELRICHS (2017)
 OT0404
 OT0404                         *CURRENT SURVEY CONTROL
 OT0404  ______________________________________________________________________
 OT0404* NAD 83(1986) POSITION- 43 12 44.     (N) 103 14 22.     (W)   SCALED
 OT0404* NAVD 88 ORTHO HEIGHT -  1011.572 (meters)     3318.80  (feet) ADJUSTED
 OT0404  ______________________________________________________________________
 OT0404  GEOID HEIGHT    -        -16.907 (meters)                     GEOID18
 OT0404  DYNAMIC HEIGHT  -       1011.128 (meters)     3317.34  (feet) COMP
 OT0404  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 OT0404
 OT0404  VERT ORDER      -  SECOND    CLASS 0
 OT0404
 OT0404.The horizontal coordinates were scaled from a map and have
 OT0404.an estimated accuracy of +/- 6 seconds.
 OT0404
 OT0404.The orthometric height was determined by differential leveling and
 OT0404.adjusted by the NATIONAL GEODETIC SURVEY
 OT0404.in June 1991.
 OT0404
 OT0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0404.GEOID18 height accuracy estimate available here.
 OT0404
 OT0404.Click photographs - Photos may exist for this station.
 OT0404
 OT0404.The dynamic height is computed by dividing the NAVD 88
 OT0404.geopotential number by the normal gravity value computed on the
 OT0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0404.degrees latitude (g = 980.6199 gals.).
 OT0404
 OT0404.The modeled gravity was interpolated from observed gravity values.
 OT0404
 OT0404;                    North         East    Units  Estimated Accuracy
 OT0404;SPC SD S     -   101,770.      363,910.      MT  (+/- 180 meters Scaled)
 OT0404
 OT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH430858(NAD 83)
 OT0404
 OT0404                          SUPERSEDED SURVEY CONTROL
 OT0404
 OT0404  NGVD 29 (??/??/92) 1011.041  (m)         3317.06   (f) ADJ UNCH    2 0
 OT0404
 OT0404.Superseded values are not recommended for survey control.
 OT0404
 OT0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0404.See file dsdata.pdf to determine how the superseded data were derived.
 OT0404
 OT0404_MARKER: R = RIVET
 OT0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0404_SP_SET: ABUTMENT
 OT0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0404
 OT0404  HISTORY     - Date     Condition        Report By
 OT0404  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0404  HISTORY     - 1934     GOOD             CGS
 OT0404
 OT0404                          STATION DESCRIPTION
 OT0404
 OT0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0404'2.2 MI N FROM OELRICHS.
 OT0404'2.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0404'FROM THE STATION AT OELRICHS, FALL RIVER COUNTY, AT MILEPOST
 OT0404'H 29, AT BRIDGE H 50, AND IN THE TOP OF THE EAST END OF THE
 OT0404'SOUTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0401 ***********************************************************************
 OT0401  DESIGNATION -  RV H 53
 OT0401  PID         -  OT0401
 OT0401  STATE/COUNTY-  SD/FALL RIVER
 OT0401  COUNTRY     -  US
 OT0401  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0401
 OT0401                         *CURRENT SURVEY CONTROL
 OT0401  ______________________________________________________________________
 OT0401* NAD 83(1986) POSITION- 43 15 11.     (N) 103 15 33.     (W)   SCALED
 OT0401* NAVD 88 ORTHO HEIGHT -  1047.40  (+/-2cm)     3436.3   (feet) VERTCON3
 OT0401  ______________________________________________________________________
 OT0401  GEOID HEIGHT    -        -16.792 (meters)                     GEOID18
 OT0401  VERT ORDER      -  ? (See Below)
 OT0401
 OT0401.The horizontal coordinates were scaled from a map and have
 OT0401.an estimated accuracy of +/- 6 seconds.
 OT0401
 OT0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0401
 OT0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0401.GEOID18 height accuracy estimate available here.
 OT0401
 OT0401.The vertical order pertains to the NGVD 29 superseded value.
 OT0401
 OT0401.Click photographs - Photos may exist for this station.
 OT0401
 OT0401;                    North         East    Units  Estimated Accuracy
 OT0401;SPC SD S     -   106,360.      362,470.      MT  (+/- 180 meters Scaled)
 OT0401
 OT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH413903(NAD 83)
 OT0401
 OT0401                          SUPERSEDED SURVEY CONTROL
 OT0401
 OT0401  NGVD 29 (??/??/92) 1046.864  (m)         3434.59   (f) ADJ UNCH       
 OT0401
 OT0401.Superseded values are not recommended for survey control.
 OT0401
 OT0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0401.See file dsdata.pdf to determine how the superseded data were derived.
 OT0401
 OT0401_MARKER: R = RIVET
 OT0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0401_SP_SET: BRIDGE
 OT0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0401
 OT0401  HISTORY     - Date     Condition        Report By
 OT0401  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0401  HISTORY     - 1949     GOOD             USGS
 OT0401
 OT0401                          STATION DESCRIPTION
 OT0401
 OT0401'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OT0401'4 MI S FROM SMITHWICK.
 OT0401'4.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0401'FROM THE STATION AT SMITHWICK, FALL RIVER COUNTY, 560 YARDS
 OT0401'NORTH OF MILEPOST H 32, AT BRIDGE H 53, AND IN THE TOP OF THE
 OT0401'NORTHWEST CORNER OF THE WEST HEADWALL.  A STANDARD MONEL-METAL
 OT0401'RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0396 ***********************************************************************
 OT0396  DESIGNATION -  RV H 70 1/2
 OT0396  PID         -  OT0396
 OT0396  STATE/COUNTY-  SD/FALL RIVER
 OT0396  COUNTRY     -  US
 OT0396  USGS QUAD   -  SMITHWICK (2017)
 OT0396
 OT0396                         *CURRENT SURVEY CONTROL
 OT0396  ______________________________________________________________________
 OT0396* NAD 83(1986) POSITION- 43 21 00.     (N) 103 14 42.     (W)   SCALED
 OT0396* NAVD 88 ORTHO HEIGHT -   955.116 (meters)     3133.58  (feet) ADJUSTED
 OT0396  ______________________________________________________________________
 OT0396  GEOID HEIGHT    -        -16.696 (meters)                     GEOID18
 OT0396  DYNAMIC HEIGHT  -        954.717 (meters)     3132.27  (feet) COMP
 OT0396  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 OT0396
 OT0396  VERT ORDER      -  SECOND    CLASS 0
 OT0396
 OT0396.The horizontal coordinates were scaled from a map and have
 OT0396.an estimated accuracy of +/- 6 seconds.
 OT0396
 OT0396.The orthometric height was determined by differential leveling and
 OT0396.adjusted by the NATIONAL GEODETIC SURVEY
 OT0396.in June 1991.
 OT0396
 OT0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0396.GEOID18 height accuracy estimate available here.
 OT0396
 OT0396.Click photographs - Photos may exist for this station.
 OT0396
 OT0396.The dynamic height is computed by dividing the NAVD 88
 OT0396.geopotential number by the normal gravity value computed on the
 OT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0396.degrees latitude (g = 980.6199 gals.).
 OT0396
 OT0396.The modeled gravity was interpolated from observed gravity values.
 OT0396
 OT0396;                    North         East    Units  Estimated Accuracy
 OT0396;SPC SD S     -   117,080.      364,000.      MT  (+/- 180 meters Scaled)
 OT0396
 OT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ422011(NAD 83)
 OT0396
 OT0396                          SUPERSEDED SURVEY CONTROL
 OT0396
 OT0396  NGVD 29 (??/??/92)  954.632  (m)         3131.99   (f) ADJ UNCH    2 0
 OT0396
 OT0396.Superseded values are not recommended for survey control.
 OT0396
 OT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0396.See file dsdata.pdf to determine how the superseded data were derived.
 OT0396
 OT0396_MARKER: R = RIVET
 OT0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0396_SP_SET: BRIDGE
 OT0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0396
 OT0396  HISTORY     - Date     Condition        Report By
 OT0396  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0396  HISTORY     - 1934     GOOD             CGS
 OT0396
 OT0396                          STATION DESCRIPTION
 OT0396
 OT0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0396'4 MI S FROM ORAL.
 OT0396'4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0396'THE STATION AT ORAL, FALL RIVER COUNTY, AT BRIDGE H 70 1/2,
 OT0396'AND IN THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL.
 OT0396'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0394 ***********************************************************************
 OT0394  DESIGNATION -  RV H 75
 OT0394  PID         -  OT0394
 OT0394  STATE/COUNTY-  SD/FALL RIVER
 OT0394  COUNTRY     -  US
 OT0394  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0394
 OT0394                         *CURRENT SURVEY CONTROL
 OT0394  ______________________________________________________________________
 OT0394* NAD 83(1986) POSITION- 43 22 10.     (N) 103 15 29.     (W)   SCALED
 OT0394* NAVD 88 ORTHO HEIGHT -   942.48  (+/-2cm)     3092.1   (feet) VERTCON3
 OT0394  ______________________________________________________________________
 OT0394  GEOID HEIGHT    -        -16.622 (meters)                     GEOID18
 OT0394  VERT ORDER      -  ? (See Below)
 OT0394
 OT0394.The horizontal coordinates were scaled from a map and have
 OT0394.an estimated accuracy of +/- 6 seconds.
 OT0394
 OT0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0394
 OT0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0394.GEOID18 height accuracy estimate available here.
 OT0394
 OT0394.The vertical order pertains to the NGVD 29 superseded value.
 OT0394
 OT0394.Click photographs - Photos may exist for this station.
 OT0394
 OT0394;                    North         East    Units  Estimated Accuracy
 OT0394;SPC SD S     -   119,280.      363,020.      MT  (+/- 180 meters Scaled)
 OT0394
 OT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ411033(NAD 83)
 OT0394
 OT0394                          SUPERSEDED SURVEY CONTROL
 OT0394
 OT0394  NGVD 29 (??/??/92)  942.009  (m)         3090.57   (f) ADJ UNCH       
 OT0394
 OT0394.Superseded values are not recommended for survey control.
 OT0394
 OT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0394.See file dsdata.pdf to determine how the superseded data were derived.
 OT0394
 OT0394_MARKER: R = RIVET
 OT0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0394_SP_SET: ABUTMENT
 OT0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0394
 OT0394  HISTORY     - Date     Condition        Report By
 OT0394  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0394  HISTORY     - 1934     GOOD             CGS
 OT0394
 OT0394                          STATION DESCRIPTION
 OT0394
 OT0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0394'2.6 MI S FROM ORAL.
 OT0394'2.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0394'FROM THE STATION AT ORAL, FALL RIVER COUNTY, AT BRIDGE H 75,
 OT0394'AND IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTH ABUTMENT.
 OT0394'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0393 ***********************************************************************
 OT0393  DESIGNATION -  RV H 81
 OT0393  PID         -  OT0393
 OT0393  STATE/COUNTY-  SD/FALL RIVER
 OT0393  COUNTRY     -  US
 OT0393  USGS QUAD   -  BUFFALO GAP (2017)
 OT0393
 OT0393                         *CURRENT SURVEY CONTROL
 OT0393  ______________________________________________________________________
 OT0393* NAD 83(1986) POSITION- 43 23 12.     (N) 103 16 01.     (W)   SCALED
 OT0393* NAVD 88 ORTHO HEIGHT -   923.32  (+/-2cm)     3029.3   (feet) VERTCON3
 OT0393  ______________________________________________________________________
 OT0393  GEOID HEIGHT    -        -16.567 (meters)                     GEOID18
 OT0393  VERT ORDER      -  ? (See Below)
 OT0393
 OT0393.The horizontal coordinates were scaled from a map and have
 OT0393.an estimated accuracy of +/- 6 seconds.
 OT0393
 OT0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0393
 OT0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0393.GEOID18 height accuracy estimate available here.
 OT0393
 OT0393.The vertical order pertains to the NGVD 29 superseded value.
 OT0393
 OT0393.Click photographs - Photos may exist for this station.
 OT0393
 OT0393;                    North         East    Units  Estimated Accuracy
 OT0393;SPC SD S     -   121,210.      362,370.      MT  (+/- 180 meters Scaled)
 OT0393
 OT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ403052(NAD 83)
 OT0393
 OT0393                          SUPERSEDED SURVEY CONTROL
 OT0393
 OT0393  NGVD 29 (??/??/92)  922.862  (m)         3027.76   (f) ADJ UNCH       
 OT0393
 OT0393.Superseded values are not recommended for survey control.
 OT0393
 OT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0393.See file dsdata.pdf to determine how the superseded data were derived.
 OT0393
 OT0393_MARKER: R = RIVET
 OT0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0393_SP_SET: ABUTMENT
 OT0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0393
 OT0393  HISTORY     - Date     Condition        Report By
 OT0393  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0393  HISTORY     - 1934     GOOD             CGS
 OT0393
 OT0393                          STATION DESCRIPTION
 OT0393
 OT0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0393'1.6 MI S FROM ORAL.
 OT0393'1.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0393'FROM THE STATION AT ORAL, FALL RIVER COUNTY, AT BRIDGE H 81, AND
 OT0393'IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTH ABUTMENT.  A
 OT0393'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0392 ***********************************************************************
 OT0392  DESIGNATION -  RV H 82
 OT0392  PID         -  OT0392
 OT0392  STATE/COUNTY-  SD/FALL RIVER
 OT0392  COUNTRY     -  US
 OT0392  USGS QUAD   -  BUFFALO GAP (2017)
 OT0392
 OT0392                         *CURRENT SURVEY CONTROL
 OT0392  ______________________________________________________________________
 OT0392* NAD 83(1986) POSITION- 43 23 24.     (N) 103 16 09.     (W)   SCALED
 OT0392* NAVD 88 ORTHO HEIGHT -   920.35  (+/-2cm)     3019.5   (feet) VERTCON3
 OT0392  ______________________________________________________________________
 OT0392  GEOID HEIGHT    -        -16.554 (meters)                     GEOID18
 OT0392  VERT ORDER      -  ? (See Below)
 OT0392
 OT0392.The horizontal coordinates were scaled from a map and have
 OT0392.an estimated accuracy of +/- 6 seconds.
 OT0392
 OT0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0392
 OT0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0392.GEOID18 height accuracy estimate available here.
 OT0392
 OT0392.The vertical order pertains to the NGVD 29 superseded value.
 OT0392
 OT0392.Click photographs - Photos may exist for this station.
 OT0392
 OT0392;                    North         East    Units  Estimated Accuracy
 OT0392;SPC SD S     -   121,590.      362,200.      MT  (+/- 180 meters Scaled)
 OT0392
 OT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ401055(NAD 83)
 OT0392
 OT0392                          SUPERSEDED SURVEY CONTROL
 OT0392
 OT0392  NGVD 29 (??/??/92)  919.892  (m)         3018.01   (f) ADJ UNCH       
 OT0392
 OT0392.Superseded values are not recommended for survey control.
 OT0392
 OT0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0392.See file dsdata.pdf to determine how the superseded data were derived.
 OT0392
 OT0392_MARKER: R = RIVET
 OT0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0392_SP_SET: ABUTMENT
 OT0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0392
 OT0392  HISTORY     - Date     Condition        Report By
 OT0392  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0392  HISTORY     - 1934     GOOD             CGS
 OT0392
 OT0392                          STATION DESCRIPTION
 OT0392
 OT0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0392'1.3 MI S FROM ORAL.
 OT0392'1.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0392'FROM THE STATION AT ORAL, FALL RIVER COUNTY, AT BRIDGE H 82, AND
 OT0392'IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTH ABUTMENT.  A
 OT0392'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0391 ***********************************************************************
 OT0391  DESIGNATION -  RV H 82 1/2
 OT0391  PID         -  OT0391
 OT0391  STATE/COUNTY-  SD/FALL RIVER
 OT0391  COUNTRY     -  US
 OT0391  USGS QUAD   -  BUFFALO GAP (2017)
 OT0391
 OT0391                         *CURRENT SURVEY CONTROL
 OT0391  ______________________________________________________________________
 OT0391* NAD 83(1986) POSITION- 43 23 38.     (N) 103 16 13.     (W)   SCALED
 OT0391* NAVD 88 ORTHO HEIGHT -   916.58  (+/-2cm)     3007.1   (feet) VERTCON3
 OT0391  ______________________________________________________________________
 OT0391  GEOID HEIGHT    -        -16.544 (meters)                     GEOID18
 OT0391  VERT ORDER      -  ? (See Below)
 OT0391
 OT0391.The horizontal coordinates were scaled from a map and have
 OT0391.an estimated accuracy of +/- 6 seconds.
 OT0391
 OT0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0391
 OT0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0391.GEOID18 height accuracy estimate available here.
 OT0391
 OT0391.The vertical order pertains to the NGVD 29 superseded value.
 OT0391
 OT0391.Click photographs - Photos may exist for this station.
 OT0391
 OT0391;                    North         East    Units  Estimated Accuracy
 OT0391;SPC SD S     -   122,020.      362,120.      MT  (+/- 180 meters Scaled)
 OT0391
 OT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ400060(NAD 83)
 OT0391
 OT0391                          SUPERSEDED SURVEY CONTROL
 OT0391
 OT0391  NGVD 29 (??/??/92)  916.120  (m)         3005.64   (f) ADJ UNCH       
 OT0391
 OT0391.Superseded values are not recommended for survey control.
 OT0391
 OT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0391.See file dsdata.pdf to determine how the superseded data were derived.
 OT0391
 OT0391_MARKER: R = RIVET
 OT0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0391_SP_SET: BRIDGE ABUTMENT
 OT0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0391
 OT0391  HISTORY     - Date     Condition        Report By
 OT0391  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0391  HISTORY     - 1934     GOOD             CGS
 OT0391
 OT0391                          STATION DESCRIPTION
 OT0391
 OT0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0391'1 MI S FROM ORAL.
 OT0391'1 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 OT0391'STATION AT ORAL, FALL RIVER COUNTY, AT BRIDGE H 82 1/2, AND IN THE
 OT0391'TOP OF THE SOUTHEAST CORNER OF THE NORTH ABUTMENT.  A STANDARD
 OT0391'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0388 ***********************************************************************
 OT0388  DESIGNATION -  RV H 86
 OT0388  PID         -  OT0388
 OT0388  STATE/COUNTY-  SD/FALL RIVER
 OT0388  COUNTRY     -  US
 OT0388  USGS QUAD   -  BUFFALO GAP (2017)
 OT0388
 OT0388                         *CURRENT SURVEY CONTROL
 OT0388  ______________________________________________________________________
 OT0388* NAD 83(1986) POSITION- 43 24 55.     (N) 103 15 57.     (W)   SCALED
 OT0388* NAVD 88 ORTHO HEIGHT -   897.941 (meters)     2945.99  (feet) ADJUSTED
 OT0388  ______________________________________________________________________
 OT0388  GEOID HEIGHT    -        -16.521 (meters)                     GEOID18
 OT0388  DYNAMIC HEIGHT  -        897.579 (meters)     2944.81  (feet) COMP
 OT0388  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 OT0388
 OT0388  VERT ORDER      -  SECOND    CLASS 0
 OT0388
 OT0388.The horizontal coordinates were scaled from a map and have
 OT0388.an estimated accuracy of +/- 6 seconds.
 OT0388
 OT0388.The orthometric height was determined by differential leveling and
 OT0388.adjusted by the NATIONAL GEODETIC SURVEY
 OT0388.in June 1991.
 OT0388
 OT0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0388.GEOID18 height accuracy estimate available here.
 OT0388
 OT0388.Click photographs - Photos may exist for this station.
 OT0388
 OT0388.The dynamic height is computed by dividing the NAVD 88
 OT0388.geopotential number by the normal gravity value computed on the
 OT0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0388.degrees latitude (g = 980.6199 gals.).
 OT0388
 OT0388.The modeled gravity was interpolated from observed gravity values.
 OT0388
 OT0388;                    North         East    Units  Estimated Accuracy
 OT0388;SPC SD S     -   124,390.      362,570.      MT  (+/- 180 meters Scaled)
 OT0388
 OT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ403083(NAD 83)
 OT0388
 OT0388                          SUPERSEDED SURVEY CONTROL
 OT0388
 OT0388  NGVD 29 (??/??/92)  897.49   (m)         2944.5    (f) COMPUTED    2 0
 OT0388
 OT0388.Superseded values are not recommended for survey control.
 OT0388
 OT0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0388.See file dsdata.pdf to determine how the superseded data were derived.
 OT0388
 OT0388_MARKER: R = RIVET
 OT0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0388_SP_SET: BRIDGE PIER
 OT0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0388
 OT0388  HISTORY     - Date     Condition        Report By
 OT0388  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0388  HISTORY     - 1934     GOOD             CGS
 OT0388
 OT0388                          STATION DESCRIPTION
 OT0388
 OT0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0388'0.6 MI N FROM ORAL.
 OT0388'0.6 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0388'THE STATION AT ORAL, FALL RIVER COUNTY, AT BRIDGE H 86, AND IN
 OT0388'THE TOP OF THE NORTHWEST CORNER OF THE EAST TOP BLOCK OF THE NORTH
 OT0388'PIER.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0385 ***********************************************************************
 OT0385  DESIGNATION -  RV H 87
 OT0385  PID         -  OT0385
 OT0385  STATE/COUNTY-  SD/FALL RIVER
 OT0385  COUNTRY     -  US
 OT0385  USGS QUAD   -  BUFFALO GAP (2017)
 OT0385
 OT0385                         *CURRENT SURVEY CONTROL
 OT0385  ______________________________________________________________________
 OT0385* NAD 83(1986) POSITION- 43 25 20.     (N) 103 15 55.     (W)   SCALED
 OT0385* NAVD 88 ORTHO HEIGHT -   903.62  (+/-2cm)     2964.6   (feet) VERTCON3
 OT0385  ______________________________________________________________________
 OT0385  GEOID HEIGHT    -        -16.507 (meters)                     GEOID18
 OT0385  VERT ORDER      -  ? (See Below)
 OT0385
 OT0385.The horizontal coordinates were scaled from a map and have
 OT0385.an estimated accuracy of +/- 6 seconds.
 OT0385
 OT0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0385
 OT0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0385.GEOID18 height accuracy estimate available here.
 OT0385
 OT0385.The vertical order pertains to the NGVD 29 superseded value.
 OT0385
 OT0385.Click photographs - Photos may exist for this station.
 OT0385
 OT0385;                    North         East    Units  Estimated Accuracy
 OT0385;SPC SD S     -   125,160.      362,640.      MT  (+/- 180 meters Scaled)
 OT0385
 OT0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ404091(NAD 83)
 OT0385
 OT0385                          SUPERSEDED SURVEY CONTROL
 OT0385
 OT0385  NGVD 29 (??/??/92)  903.165  (m)         2963.13   (f) ADJ UNCH       
 OT0385
 OT0385.Superseded values are not recommended for survey control.
 OT0385
 OT0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0385.See file dsdata.pdf to determine how the superseded data were derived.
 OT0385
 OT0385_MARKER: R = RIVET
 OT0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0385_SP_SET: ABUTMENT
 OT0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0385
 OT0385  HISTORY     - Date     Condition        Report By
 OT0385  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0385  HISTORY     - 1934     GOOD             CGS
 OT0385
 OT0385                          STATION DESCRIPTION
 OT0385
 OT0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0385'1.4 MI N FROM ORAL.
 OT0385'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0385'THE STATION AT ORAL, FALL RIVER COUNTY, AT BRIDGE H 87, AND IN
 OT0385'THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT.  A STANDARD
 OT0385'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0384 ***********************************************************************
 OT0384  DESIGNATION -  RV H 88
 OT0384  PID         -  OT0384
 OT0384  STATE/COUNTY-  SD/FALL RIVER
 OT0384  COUNTRY     -  US
 OT0384  USGS QUAD   -  BUFFALO GAP (2017)
 OT0384
 OT0384                         *CURRENT SURVEY CONTROL
 OT0384  ______________________________________________________________________
 OT0384* NAD 83(1986) POSITION- 43 25 49.     (N) 103 16 26.     (W)   SCALED
 OT0384* NAVD 88 ORTHO HEIGHT -   912.426 (meters)     2993.52  (feet) ADJUSTED
 OT0384  ______________________________________________________________________
 OT0384  GEOID HEIGHT    -        -16.452 (meters)                     GEOID18
 OT0384  DYNAMIC HEIGHT  -        912.059 (meters)     2992.31  (feet) COMP
 OT0384  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 OT0384
 OT0384  VERT ORDER      -  SECOND    CLASS 0
 OT0384
 OT0384.The horizontal coordinates were scaled from a map and have
 OT0384.an estimated accuracy of +/- 6 seconds.
 OT0384
 OT0384.The orthometric height was determined by differential leveling and
 OT0384.adjusted by the NATIONAL GEODETIC SURVEY
 OT0384.in June 1991.
 OT0384
 OT0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0384.GEOID18 height accuracy estimate available here.
 OT0384
 OT0384.Click photographs - Photos may exist for this station.
 OT0384
 OT0384.The dynamic height is computed by dividing the NAVD 88
 OT0384.geopotential number by the normal gravity value computed on the
 OT0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0384.degrees latitude (g = 980.6199 gals.).
 OT0384
 OT0384.The modeled gravity was interpolated from observed gravity values.
 OT0384
 OT0384;                    North         East    Units  Estimated Accuracy
 OT0384;SPC SD S     -   126,080.      361,980.      MT  (+/- 180 meters Scaled)
 OT0384
 OT0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ397100(NAD 83)
 OT0384
 OT0384                          SUPERSEDED SURVEY CONTROL
 OT0384
 OT0384  NGVD 29 (??/??/92)  911.969  (m)         2992.02   (f) ADJ UNCH    2 0
 OT0384
 OT0384.Superseded values are not recommended for survey control.
 OT0384
 OT0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0384.See file dsdata.pdf to determine how the superseded data were derived.
 OT0384
 OT0384_MARKER: R = RIVET
 OT0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0384_SP_SET: ABUTMENT
 OT0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0384
 OT0384  HISTORY     - Date     Condition        Report By
 OT0384  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0384  HISTORY     - 1934     GOOD             CGS
 OT0384
 OT0384                          STATION DESCRIPTION
 OT0384
 OT0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0384'4.9 MI S FROM BUFFALO GAP.
 OT0384'IN FALL RIVER COUNTY, 4.9 MILES SOUTH ALONG THE CHICAGO AND
 OT0384'NORTH WESTERN RAILWAY FROM THE STATION AT BUFFALO GAP, CUSTER
 OT0384'COUNTY, AT BRIDGE H 88, AND IN THE TOP OF THE SOUTHEAST CORNER
 OT0384'OF THE NORTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0383 ***********************************************************************
 OT0383  DESIGNATION -  RV H 89
 OT0383  PID         -  OT0383
 OT0383  STATE/COUNTY-  SD/FALL RIVER
 OT0383  COUNTRY     -  US
 OT0383  USGS QUAD   -  BUFFALO GAP (2017)
 OT0383
 OT0383                         *CURRENT SURVEY CONTROL
 OT0383  ______________________________________________________________________
 OT0383* NAD 83(1986) POSITION- 43 25 48.     (N) 103 16 24.     (W)   SCALED
 OT0383* NAVD 88 ORTHO HEIGHT -   915.34  (+/-2cm)     3003.1   (feet) VERTCON3
 OT0383  ______________________________________________________________________
 OT0383  GEOID HEIGHT    -        -16.455 (meters)                     GEOID18
 OT0383  VERT ORDER      -  ? (See Below)
 OT0383
 OT0383.The horizontal coordinates were scaled from a map and have
 OT0383.an estimated accuracy of +/- 6 seconds.
 OT0383
 OT0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0383
 OT0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0383.GEOID18 height accuracy estimate available here.
 OT0383
 OT0383.The vertical order pertains to the NGVD 29 superseded value.
 OT0383
 OT0383.Click photographs - Photos may exist for this station.
 OT0383
 OT0383;                    North         East    Units  Estimated Accuracy
 OT0383;SPC SD S     -   126,040.      362,020.      MT  (+/- 180 meters Scaled)
 OT0383
 OT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ397100(NAD 83)
 OT0383
 OT0383                          SUPERSEDED SURVEY CONTROL
 OT0383
 OT0383  NGVD 29 (??/??/92)  914.885  (m)         3001.59   (f) ADJ UNCH       
 OT0383
 OT0383.Superseded values are not recommended for survey control.
 OT0383
 OT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0383.See file dsdata.pdf to determine how the superseded data were derived.
 OT0383
 OT0383_MARKER: R = RIVET
 OT0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0383_SP_SET: ABUTMENT
 OT0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0383
 OT0383  HISTORY     - Date     Condition        Report By
 OT0383  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0383  HISTORY     - 1934     GOOD             CGS
 OT0383
 OT0383                          STATION DESCRIPTION
 OT0383
 OT0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0383'4.8 MI S FROM BUFFALO GAP.
 OT0383'IN FALL RIVER COUNTY, 4.8 MILES SOUTH ALONG THE CHICAGO AND
 OT0383'NORTH WESTERN RAILWAY FROM THE STATION AT BUFFALO GAP, CUSTER
 OT0383'COUNTY, AT BRIDGE H 89, AND IN THE TOP OF THE SOUTHEAST CORNER
 OT0383'OF THE SOUTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0381 ***********************************************************************
 OT0381  DESIGNATION -  RV H 90
 OT0381  PID         -  OT0381
 OT0381  STATE/COUNTY-  SD/FALL RIVER
 OT0381  COUNTRY     -  US
 OT0381  USGS QUAD   -  BUFFALO GAP (2017)
 OT0381
 OT0381                         *CURRENT SURVEY CONTROL
 OT0381  ______________________________________________________________________
 OT0381* NAD 83(1986) POSITION- 43 26 01.     (N) 103 16 58.     (W)   SCALED
 OT0381* NAVD 88 ORTHO HEIGHT -   924.82  (+/-2cm)     3034.2   (feet) VERTCON3
 OT0381  ______________________________________________________________________
 OT0381  GEOID HEIGHT    -        -16.405 (meters)                     GEOID18
 OT0381  VERT ORDER      -  ? (See Below)
 OT0381
 OT0381.The horizontal coordinates were scaled from a map and have
 OT0381.an estimated accuracy of +/- 6 seconds.
 OT0381
 OT0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0381
 OT0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0381.GEOID18 height accuracy estimate available here.
 OT0381
 OT0381.The vertical order pertains to the NGVD 29 superseded value.
 OT0381
 OT0381.Click photographs - Photos may exist for this station.
 OT0381
 OT0381;                    North         East    Units  Estimated Accuracy
 OT0381;SPC SD S     -   126,470.      361,270.      MT  (+/- 180 meters Scaled)
 OT0381
 OT0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ389104(NAD 83)
 OT0381
 OT0381                          SUPERSEDED SURVEY CONTROL
 OT0381
 OT0381  NGVD 29 (??/??/92)  924.365  (m)         3032.69   (f) ADJ UNCH       
 OT0381
 OT0381.Superseded values are not recommended for survey control.
 OT0381
 OT0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0381.See file dsdata.pdf to determine how the superseded data were derived.
 OT0381
 OT0381_MARKER: R = RIVET
 OT0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0381_SP_SET: ABUTMENT
 OT0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0381
 OT0381  HISTORY     - Date     Condition        Report By
 OT0381  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0381  HISTORY     - 1934     GOOD             CGS
 OT0381
 OT0381                          STATION DESCRIPTION
 OT0381
 OT0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0381'4.2 MI S FROM BUFFALO GAP.
 OT0381'IN FALL RIVER COUNTY, 4.2 MILES SOUTH ALONG THE CHICAGO AND
 OT0381'NORTH WESTERN RAILWAY FROM THE STATION AT BUFFALO GAP, CUSTER
 OT0381'COUNTY, AT BRIDGE H 90, AND IN THE TOP OF THE NORTHEAST CORNER
 OT0381'OF THE NORTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0380 ***********************************************************************
 OT0380  DESIGNATION -  RV H 92
 OT0380  PID         -  OT0380
 OT0380  STATE/COUNTY-  SD/FALL RIVER
 OT0380  COUNTRY     -  US
 OT0380  USGS QUAD   -  BUFFALO GAP (2017)
 OT0380
 OT0380                         *CURRENT SURVEY CONTROL
 OT0380  ______________________________________________________________________
 OT0380* NAD 83(1986) POSITION- 43 26 21.     (N) 103 17 29.     (W)   SCALED
 OT0380* NAVD 88 ORTHO HEIGHT -   938.69  (+/-2cm)     3079.7   (feet) VERTCON3
 OT0380  ______________________________________________________________________
 OT0380  GEOID HEIGHT    -        -16.351 (meters)                     GEOID18
 OT0380  VERT ORDER      -  ? (See Below)
 OT0380
 OT0380.The horizontal coordinates were scaled from a map and have
 OT0380.an estimated accuracy of +/- 6 seconds.
 OT0380
 OT0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0380
 OT0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0380.GEOID18 height accuracy estimate available here.
 OT0380
 OT0380.The vertical order pertains to the NGVD 29 superseded value.
 OT0380
 OT0380.Click photographs - Photos may exist for this station.
 OT0380
 OT0380;                    North         East    Units  Estimated Accuracy
 OT0380;SPC SD S     -   127,110.      360,590.      MT  (+/- 180 meters Scaled)
 OT0380
 OT0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ382110(NAD 83)
 OT0380
 OT0380                          SUPERSEDED SURVEY CONTROL
 OT0380
 OT0380  NGVD 29 (??/??/92)  938.229  (m)         3078.17   (f) ADJ UNCH       
 OT0380
 OT0380.Superseded values are not recommended for survey control.
 OT0380
 OT0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0380.See file dsdata.pdf to determine how the superseded data were derived.
 OT0380
 OT0380_MARKER: R = RIVET
 OT0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0380_SP_SET: ABUTMENT
 OT0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0380
 OT0380  HISTORY     - Date     Condition        Report By
 OT0380  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0380  HISTORY     - 1934     GOOD             CGS
 OT0380
 OT0380                          STATION DESCRIPTION
 OT0380
 OT0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0380'3.6 MI S FROM BUFFALO GAP.
 OT0380'IN FALL RIVER COUNTY, 3.6 MILES SOUTH ALONG THE CHICAGO AND
 OT0380'NORTH WESTERN RAILWAY FROM THE STATION AT BUFFALO GAP, CUSTER
 OT0380'COUNTY, AT BRIDGE H 92, AND IN THE TOP OF THE NORTHEAST CORNER
 OT0380'OF THE SOUTH ABUTMENT.  A STANDARD MONEL-METAL RIVET
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0379 ***********************************************************************
 OT0379  DESIGNATION -  RV H 93
 OT0379  PID         -  OT0379
 OT0379  STATE/COUNTY-  SD/FALL RIVER
 OT0379  COUNTRY     -  US
 OT0379  USGS QUAD   -  BUFFALO GAP (2017)
 OT0379
 OT0379                         *CURRENT SURVEY CONTROL
 OT0379  ______________________________________________________________________
 OT0379* NAD 83(1986) POSITION- 43 26 47.     (N) 103 17 53.     (W)   SCALED
 OT0379* NAVD 88 ORTHO HEIGHT -   948.02  (+/-2cm)     3110.3   (feet) VERTCON3
 OT0379  ______________________________________________________________________
 OT0379  GEOID HEIGHT    -        -16.300 (meters)                     GEOID18
 OT0379  VERT ORDER      -  ? (See Below)
 OT0379
 OT0379.The horizontal coordinates were scaled from a map and have
 OT0379.an estimated accuracy of +/- 6 seconds.
 OT0379
 OT0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0379
 OT0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0379.GEOID18 height accuracy estimate available here.
 OT0379
 OT0379.The vertical order pertains to the NGVD 29 superseded value.
 OT0379
 OT0379.Click photographs - Photos may exist for this station.
 OT0379
 OT0379;                    North         East    Units  Estimated Accuracy
 OT0379;SPC SD S     -   127,930.      360,080.      MT  (+/- 180 meters Scaled)
 OT0379
 OT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ377117(NAD 83)
 OT0379
 OT0379                          SUPERSEDED SURVEY CONTROL
 OT0379
 OT0379  NGVD 29 (??/??/92)  947.554  (m)         3108.77   (f) ADJ UNCH       
 OT0379
 OT0379.Superseded values are not recommended for survey control.
 OT0379
 OT0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0379.See file dsdata.pdf to determine how the superseded data were derived.
 OT0379
 OT0379_MARKER: R = RIVET
 OT0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0379_SP_SET: BRIDGE
 OT0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0379
 OT0379  HISTORY     - Date     Condition        Report By
 OT0379  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0379  HISTORY     - 1934     GOOD             CGS
 OT0379
 OT0379                          STATION DESCRIPTION
 OT0379
 OT0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0379'2.9 MI S FROM BUFFALO GAP.
 OT0379'IN FALL RIVER COUNTY, 2.9 MILES SOUTH ALONG THE CHICAGO AND
 OT0379'NORTH WESTERN RAILWAY FROM THE STATION AT BUFFALO GAP, CUSTER
 OT0379'COUNTY, AT BRIDGE H 93, AND IN THE TOP OF THE SOUTHEAST CORNER
 OT0379'OF THE NORTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0552 ***********************************************************************
 OR0552  DESIGNATION -  RV HERRICK
 OR0552  PID         -  OR0552
 OR0552  STATE/COUNTY-  SD/GREGORY
 OR0552  COUNTRY     -  US
 OR0552  USGS QUAD   -  HERRICK (2017)
 OR0552
 OR0552                         *CURRENT SURVEY CONTROL
 OR0552  ______________________________________________________________________
 OR0552* NAD 83(1986) POSITION- 43 07 28.     (N) 099 11 11.     (W)   SCALED
 OR0552* NAVD 88 ORTHO HEIGHT -   659.964 (meters)     2165.23  (feet) ADJUSTED
 OR0552  ______________________________________________________________________
 OR0552  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 OR0552  DYNAMIC HEIGHT  -        659.712 (meters)     2164.41  (feet) COMP
 OR0552  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 OR0552
 OR0552  VERT ORDER      -  SECOND    CLASS 0
 OR0552
 OR0552.The horizontal coordinates were scaled from a map and have
 OR0552.an estimated accuracy of +/- 6 seconds.
 OR0552
 OR0552.The orthometric height was determined by differential leveling and
 OR0552.adjusted by the NATIONAL GEODETIC SURVEY
 OR0552.in June 1991.
 OR0552
 OR0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0552.GEOID18 height accuracy estimate available here.
 OR0552
 OR0552.Click photographs - Photos may exist for this station.
 OR0552
 OR0552.The dynamic height is computed by dividing the NAVD 88
 OR0552.geopotential number by the normal gravity value computed on the
 OR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0552.degrees latitude (g = 980.6199 gals.).
 OR0552
 OR0552.The modeled gravity was interpolated from observed gravity values.
 OR0552
 OR0552;                    North         East    Units  Estimated Accuracy
 OR0552;SPC SD S     -    88,530.      693,330.      MT  (+/- 180 meters Scaled)
 OR0552
 OR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN848746(NAD 83)
 OR0552
 OR0552                          SUPERSEDED SURVEY CONTROL
 OR0552
 OR0552.No superseded survey control is available for this station.
 OR0552
 OR0552_MARKER: R = RIVET
 OR0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OR0552_SP_SET: CONCRETE FOOTING
 OR0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0552
 OR0552  HISTORY     - Date     Condition        Report By
 OR0552  HISTORY     - UNK      MONUMENTED       CNWRR
 OR0552  HISTORY     - 1934     GOOD             CGS
 OR0552  HISTORY     - 1940     GOOD             CGS
 OR0552
 OR0552                          STATION DESCRIPTION
 OR0552
 OR0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0552'AT HERRICK.
 OR0552'AT HERRICK, GREGORY COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OR0552'RAILWAY, AT A WINDMILL, IN THE TOP OF THE NORTHWEST CORNER OF THE
 OR0552'CONCRETE FOOTING, AND 9.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 OR0552'A STANDARD MONEL-METAL RIVET.
 OR0552
 OR0552                          STATION RECOVERY (1940)
 OR0552
 OR0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0377 ***********************************************************************
 OT0377  DESIGNATION -  RV HS 1/2
 OT0377  PID         -  OT0377
 OT0377  STATE/COUNTY-  SD/CUSTER
 OT0377  COUNTRY     -  US
 OT0377  USGS QUAD   -  BUFFALO GAP (2017)
 OT0377
 OT0377                         *CURRENT SURVEY CONTROL
 OT0377  ______________________________________________________________________
 OT0377* NAD 83(1986) POSITION- 43 29 20.     (N) 103 18 38.     (W)   SCALED
 OT0377* NAVD 88 ORTHO HEIGHT -   991.746 (meters)     3253.75  (feet) ADJUSTED
 OT0377  ______________________________________________________________________
 OT0377  GEOID HEIGHT    -        -16.101 (meters)                     GEOID18
 OT0377  DYNAMIC HEIGHT  -        991.351 (meters)     3252.46  (feet) COMP
 OT0377  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 OT0377
 OT0377  VERT ORDER      -  SECOND    CLASS 0
 OT0377
 OT0377.The horizontal coordinates were scaled from a map and have
 OT0377.an estimated accuracy of +/- 6 seconds.
 OT0377
 OT0377.The orthometric height was determined by differential leveling and
 OT0377.adjusted by the NATIONAL GEODETIC SURVEY
 OT0377.in June 1991.
 OT0377
 OT0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0377.GEOID18 height accuracy estimate available here.
 OT0377
 OT0377.Click photographs - Photos may exist for this station.
 OT0377
 OT0377.The dynamic height is computed by dividing the NAVD 88
 OT0377.geopotential number by the normal gravity value computed on the
 OT0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0377.degrees latitude (g = 980.6199 gals.).
 OT0377
 OT0377.The modeled gravity was interpolated from observed gravity values.
 OT0377
 OT0377;                    North         East    Units  Estimated Accuracy
 OT0377;SPC SD S     -   132,690.      359,240.      MT  (+/- 180 meters Scaled)
 OT0377
 OT0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ366164(NAD 83)
 OT0377
 OT0377                          SUPERSEDED SURVEY CONTROL
 OT0377
 OT0377  NGVD 29 (??/??/92)  991.27   (m)         3252.2    (f) COMPUTED    2 0
 OT0377
 OT0377.Superseded values are not recommended for survey control.
 OT0377
 OT0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0377.See file dsdata.pdf to determine how the superseded data were derived.
 OT0377
 OT0377_MARKER: R = RIVET
 OT0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OT0377_SP_SET: STONE CULVERT
 OT0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0377
 OT0377  HISTORY     - Date     Condition        Report By
 OT0377  HISTORY     - UNK      MONUMENTED       CNWRR
 OT0377  HISTORY     - 1963     GOOD             CGS
 OT0377
 OT0377                          STATION DESCRIPTION
 OT0377
 OT0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0377'0.3 MI SE FROM BUFFALO GAP.
 OT0377'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0377'BANK AT BUFFALO GAP, THENCE 0.2 MILE SOUTH ALONG THE CHICAGO AND
 OT0377'NORTH WESTERN RAILWAY, 7 1/2 POLES SOUTH OF A CROSSING OF THE
 OT0377'RAILROAD AND A ROAD, SET IN THE NORTH HEADWALL OF A CULVERT,
 OT0377'IN SECTION 32, T 6 S, R 7 E, 24 FEET WEST OF THE WEST RAIL, 24
 OT0377'FEET NORTHEAST OF THE CENTER LINE OF AN OLD RAILROAD GRADE,
 OT0377'2 1/2 FEET EAST OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 OT0377'RAILS, AND SET IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 OT0377'HEADWALL OF A STONE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0622 ***********************************************************************
 PU0622  DESIGNATION -  RV MAWL SPRING
 PU0622  PID         -  PU0622
 PU0622  STATE/COUNTY-  SD/PENNINGTON
 PU0622  COUNTRY     -  US
 PU0622  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU0622
 PU0622                         *CURRENT SURVEY CONTROL
 PU0622  ______________________________________________________________________
 PU0622* NAD 83(1986) POSITION- 44 05 15.     (N) 102 48 05.     (W)   SCALED
 PU0622* NAVD 88 ORTHO HEIGHT -   858.979 (meters)     2818.17  (feet) ADJUSTED
 PU0622  ______________________________________________________________________
 PU0622  GEOID HEIGHT    -        -17.598 (meters)                     GEOID18
 PU0622  DYNAMIC HEIGHT  -        858.706 (meters)     2817.27  (feet) COMP
 PU0622  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 PU0622
 PU0622  VERT ORDER      -  SECOND    CLASS 0
 PU0622
 PU0622.The horizontal coordinates were scaled from a map and have
 PU0622.an estimated accuracy of +/- 6 seconds.
 PU0622
 PU0622.The orthometric height was determined by differential leveling and
 PU0622.adjusted by the NATIONAL GEODETIC SURVEY
 PU0622.in June 1991.
 PU0622
 PU0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0622.GEOID18 height accuracy estimate available here.
 PU0622
 PU0622.Click photographs - Photos may exist for this station.
 PU0622
 PU0622.The dynamic height is computed by dividing the NAVD 88
 PU0622.geopotential number by the normal gravity value computed on the
 PU0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0622.degrees latitude (g = 980.6199 gals.).
 PU0622
 PU0622.The modeled gravity was interpolated from observed gravity values.
 PU0622
 PU0622;                    North         East    Units  Estimated Accuracy
 PU0622;SPC SD S     -   197,810.      402,380.      MT  (+/- 180 meters Scaled)
 PU0622
 PU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ760839(NAD 83)
 PU0622
 PU0622                          SUPERSEDED SURVEY CONTROL
 PU0622
 PU0622  NGVD 29 (??/??/92)  858.508  (m)         2816.62   (f) ADJ UNCH    2 0
 PU0622
 PU0622.Superseded values are not recommended for survey control.
 PU0622
 PU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0622.See file dsdata.pdf to determine how the superseded data were derived.
 PU0622
 PU0622_MARKER: R = RIVET
 PU0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PU0622_SP_SET: CONCRETE FOUNDATION
 PU0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0622
 PU0622  HISTORY     - Date     Condition        Report By
 PU0622  HISTORY     - UNK      MONUMENTED
 PU0622  HISTORY     - 1934     GOOD             CGS
 PU0622
 PU0622                          STATION DESCRIPTION
 PU0622
 PU0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0622'1.5 MI E FROM NEW UNDERWOOD.
 PU0622'1.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0622'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 100 YARDS WEST
 PU0622'OF CULVERT 1912, AT A WATER TANK, IN THE TOP OF THE SOUTHEAST
 PU0622'PORTION OF THE CONCRETE FOUNDATION, 1.3 FEET NORTH OF THE SOUTH EDGE,
 PU0622'0.3 FOOT EAST OF THE WEST EDGE, 9.9 FEET NORTH OF THE NORTH RAIL,
 PU0622'AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 PU0622'RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0398 ***********************************************************************
 OT0398  DESIGNATION -  RV SMITHWICK
 OT0398  PID         -  OT0398
 OT0398  STATE/COUNTY-  SD/FALL RIVER
 OT0398  COUNTRY     -  US
 OT0398  USGS QUAD   -  SMITHWICK (2017)
 OT0398
 OT0398                         *CURRENT SURVEY CONTROL
 OT0398  ______________________________________________________________________
 OT0398* NAD 83(1986) POSITION- 43 18 28.     (N) 103 13 20.     (W)   SCALED
 OT0398* NAVD 88 ORTHO HEIGHT -   991.173 (meters)     3251.87  (feet) ADJUSTED
 OT0398  ______________________________________________________________________
 OT0398  GEOID HEIGHT    -        -16.833 (meters)                     GEOID18
 OT0398  DYNAMIC HEIGHT  -        990.748 (meters)     3250.48  (feet) COMP
 OT0398  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 OT0398
 OT0398  VERT ORDER      -  SECOND    CLASS 0
 OT0398
 OT0398.The horizontal coordinates were scaled from a map and have
 OT0398.an estimated accuracy of +/- 6 seconds.
 OT0398
 OT0398.The orthometric height was determined by differential leveling and
 OT0398.adjusted by the NATIONAL GEODETIC SURVEY
 OT0398.in June 1991.
 OT0398
 OT0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0398.GEOID18 height accuracy estimate available here.
 OT0398
 OT0398.Click photographs - Photos may exist for this station.
 OT0398
 OT0398.The dynamic height is computed by dividing the NAVD 88
 OT0398.geopotential number by the normal gravity value computed on the
 OT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0398.degrees latitude (g = 980.6199 gals.).
 OT0398
 OT0398.The modeled gravity was interpolated from observed gravity values.
 OT0398
 OT0398;                    North         East    Units  Estimated Accuracy
 OT0398;SPC SD S     -   112,330.      365,680.      MT  (+/- 180 meters Scaled)
 OT0398
 OT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH441965(NAD 83)
 OT0398
 OT0398                          SUPERSEDED SURVEY CONTROL
 OT0398
 OT0398  NGVD 29 (??/??/92)  990.658  (m)         3250.18   (f) ADJ UNCH    2 0
 OT0398
 OT0398.Superseded values are not recommended for survey control.
 OT0398
 OT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0398.See file dsdata.pdf to determine how the superseded data were derived.
 OT0398
 OT0398_MARKER: R = RIVET
 OT0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0398_SP_SET: WINDMILL PIER
 OT0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0398
 OT0398  HISTORY     - Date     Condition        Report By
 OT0398  HISTORY     - UNK      MONUMENTED       CGS
 OT0398  HISTORY     - 1934     GOOD             CGS
 OT0398
 OT0398                          STATION DESCRIPTION
 OT0398
 OT0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0398'AT SMITHWICK.
 OT0398'AT SMITHWICK, FALL RIVER COUNTY, AT A WINDMILL, AND IN THE TOP
 OT0398'OF THE SOUTHEAST CORNER OF THE SOUTHEAST PIER.  A STANDARD
 OT0398'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0576 ***********************************************************************
 PR0576  DESIGNATION -  RV WATER TANK
 PR0576  PID         -  PR0576
 PR0576  STATE/COUNTY-  SD/KINGSBURY
 PR0576  COUNTRY     -  US
 PR0576  USGS QUAD   -  DE SMET (2017)
 PR0576
 PR0576                         *CURRENT SURVEY CONTROL
 PR0576  ______________________________________________________________________
 PR0576* NAD 83(1986) POSITION- 44 23 16.     (N) 097 32 43.     (W)   SCALED
 PR0576* NAVD 88 ORTHO HEIGHT -   525.77  (+/-2cm)     1725.0   (feet) VERTCON3
 PR0576  ______________________________________________________________________
 PR0576  GEOID HEIGHT    -        -25.086 (meters)                     GEOID18
 PR0576  VERT ORDER      -  ? (See Below)
 PR0576
 PR0576.The horizontal coordinates were scaled from a map and have
 PR0576.an estimated accuracy of +/- 6 seconds.
 PR0576
 PR0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0576
 PR0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0576.GEOID18 height accuracy estimate available here.
 PR0576
 PR0576.The vertical order pertains to the NGVD 29 superseded value.
 PR0576
 PR0576.Click photographs - Photos may exist for this station.
 PR0576
 PR0576;                    North         East    Units  Estimated Accuracy
 PR0576;SPC SD N     -    64,580.      795,570.      MT  (+/- 180 meters Scaled)
 PR0576
 PR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ158159(NAD 83)
 PR0576
 PR0576                          SUPERSEDED SURVEY CONTROL
 PR0576
 PR0576  NGVD 29 (??/??/92)  525.494  (m)         1724.06   (f) ADJ UNCH       
 PR0576
 PR0576.Superseded values are not recommended for survey control.
 PR0576
 PR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0576.See file dsdata.pdf to determine how the superseded data were derived.
 PR0576
 PR0576_MARKER: R = RIVET
 PR0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0576_SP_SET: TANK FOUNDATION
 PR0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0576
 PR0576  HISTORY     - Date     Condition        Report By
 PR0576  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0576  HISTORY     - 1934     GOOD             CGS
 PR0576
 PR0576                          STATION DESCRIPTION
 PR0576
 PR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0576'AT DE SMET.
 PR0576'AT DE SMET, KINGSBURY COUNTY, ABOUT 600 FEET EAST OF THE CHICAGO
 PR0576'AND NORTH WESTERN RAILWAY STATION, AT A WATER TANK, IN THE TOP
 PR0576'OF THE SOUTHEAST CORNER OF THE SOUTHEAST PORTION OF THE CONCRETE
 PR0576'FOUNDATION, 11.5 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0576'AND ABOUT 1-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 PR0576'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0559 ***********************************************************************
 PR0559  DESIGNATION -  RV WATER TOWER
 PR0559  PID         -  PR0559
 PR0559  STATE/COUNTY-  SD/KINGSBURY
 PR0559  COUNTRY     -  US
 PR0559  USGS QUAD   -  IROQUOIS (2017)
 PR0559
 PR0559                         *CURRENT SURVEY CONTROL
 PR0559  ______________________________________________________________________
 PR0559* NAD 83(1986) POSITION- 44 22 06.     (N) 097 51 01.     (W)   SCALED
 PR0559* NAVD 88 ORTHO HEIGHT -   426.48  (+/-2cm)     1399.2   (feet) VERTCON3
 PR0559  ______________________________________________________________________
 PR0559  GEOID HEIGHT    -        -25.077 (meters)                     GEOID18
 PR0559  VERT ORDER      -  ? (See Below)
 PR0559
 PR0559.The horizontal coordinates were scaled from a map and have
 PR0559.an estimated accuracy of +/- 6 seconds.
 PR0559
 PR0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0559
 PR0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0559.GEOID18 height accuracy estimate available here.
 PR0559
 PR0559.The vertical order pertains to the NGVD 29 superseded value.
 PR0559
 PR0559.Click photographs - Photos may exist for this station.
 PR0559
 PR0559;                    North         East    Units  Estimated Accuracy
 PR0559;SPC SD N     -    61,730.      771,330.      MT  (+/- 180 meters Scaled)
 PR0559
 PR0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ916134(NAD 83)
 PR0559
 PR0559                          SUPERSEDED SURVEY CONTROL
 PR0559
 PR0559  NGVD 29 (??/??/92)  426.218  (m)         1398.35   (f) ADJ UNCH       
 PR0559
 PR0559.Superseded values are not recommended for survey control.
 PR0559
 PR0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0559.See file dsdata.pdf to determine how the superseded data were derived.
 PR0559
 PR0559_MARKER: R = RIVET
 PR0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0559_SP_SET: TOWER FOUNDATION
 PR0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0559
 PR0559  HISTORY     - Date     Condition        Report By
 PR0559  HISTORY     - UNK      MONUMENTED       CNWRR
 PR0559  HISTORY     - 1934     GOOD             CGS
 PR0559
 PR0559                          STATION DESCRIPTION
 PR0559
 PR0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0559'AT IROQUOIS.
 PR0559'AT IROQUOIS, KINGSBURY COUNTY, ABOUT 200 FEET WEST OF THE
 PR0559'CHICAGO AND NORTH WESTERN RAILWAY PASSENGER STATION, AT A WATER
 PR0559'TANK, IN THE TOP OF THE SOUTH CORNER OF THE SOUTHEAST
 PR0559'CONCRETE PEDESTAL OF THE FOUNDATION, 11.5 FEET NORTH OF THE
 PR0559'CENTER LINE OF THE TRACK, AND ABOUT 1/2 FOOT HIGHER THAN THE
 PR0559'RAIL.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1657 ***********************************************************************
 PU1657  DESIGNATION -  RV WHITEWOOD
 PU1657  PID         -  PU1657
 PU1657  STATE/COUNTY-  SD/LAWRENCE
 PU1657  COUNTRY     -  US
 PU1657  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1657
 PU1657                         *CURRENT SURVEY CONTROL
 PU1657  ______________________________________________________________________
 PU1657* NAD 83(1986) POSITION- 44 27 48.     (N) 103 38 26.     (W)   SCALED
 PU1657* NAVD 88 ORTHO HEIGHT -  1112.454 (meters)     3649.78  (feet) ADJUSTED
 PU1657  ______________________________________________________________________
 PU1657  GEOID HEIGHT    -        -14.974 (meters)                     GEOID18
 PU1657  DYNAMIC HEIGHT  -       1112.088 (meters)     3648.58  (feet) COMP
 PU1657  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 PU1657
 PU1657  VERT ORDER      -  FIRST     CLASS II
 PU1657
 PU1657.The horizontal coordinates were scaled from a map and have
 PU1657.an estimated accuracy of +/- 6 seconds.
 PU1657
 PU1657.The orthometric height was determined by differential leveling and
 PU1657.adjusted by the NATIONAL GEODETIC SURVEY
 PU1657.in June 1991.
 PU1657
 PU1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1657.GEOID18 height accuracy estimate available here.
 PU1657
 PU1657.Click photographs - Photos may exist for this station.
 PU1657
 PU1657.The dynamic height is computed by dividing the NAVD 88
 PU1657.geopotential number by the normal gravity value computed on the
 PU1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1657.degrees latitude (g = 980.6199 gals.).
 PU1657
 PU1657.The modeled gravity was interpolated from observed gravity values.
 PU1657
 PU1657;                    North         East    Units  Estimated Accuracy
 PU1657;SPC SD N     -    76,520.      310,390.      MT  (+/- 180 meters Scaled)
 PU1657
 PU1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK081242(NAD 83)
 PU1657
 PU1657                          SUPERSEDED SURVEY CONTROL
 PU1657
 PU1657  NGVD 29 (??/??/92) 1111.917  (m)         3648.01   (f) ADJ UNCH    1 2
 PU1657
 PU1657.Superseded values are not recommended for survey control.
 PU1657
 PU1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1657.See file dsdata.pdf to determine how the superseded data were derived.
 PU1657
 PU1657_MARKER: R = RIVET
 PU1657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1657_SP_SET: PIER
 PU1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1657
 PU1657  HISTORY     - Date     Condition        Report By
 PU1657  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1657  HISTORY     - 1934     GOOD             CGS
 PU1657  HISTORY     - 20120320 MARK NOT FOUND   INDIV
 PU1657
 PU1657                          STATION DESCRIPTION
 PU1657
 PU1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1657'AT WHITEWOOD.
 PU1657'E CORNER OF SE PIER OF WATER TANK FOUNDATION.
 PU1657
 PU1657                          STATION RECOVERY (2012)
 PU1657
 PU1657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1657'CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0705 ***********************************************************************
 OR0705  DESIGNATION -  RV WINNER
 OR0705  PID         -  OR0705
 OR0705  STATE/COUNTY-  SD/TRIPP
 OR0705  COUNTRY     -  US
 OR0705  USGS QUAD   -  WINNER NORTH (2017)
 OR0705
 OR0705                         *CURRENT SURVEY CONTROL
 OR0705  ______________________________________________________________________
 OR0705* NAD 83(1986) POSITION- 43 22 43.     (N) 099 51 32.     (W)   SCALED
 OR0705* NAVD 88 ORTHO HEIGHT -   596.751 (meters)     1957.84  (feet) ADJUSTED
 OR0705  ______________________________________________________________________
 OR0705  GEOID HEIGHT    -        -25.341 (meters)                     GEOID18
 OR0705  DYNAMIC HEIGHT  -        596.537 (meters)     1957.14  (feet) COMP
 OR0705  MODELED GRAVITY -    980,244.3   (mgal)                       NAVD 88
 OR0705
 OR0705  VERT ORDER      -  SECOND    CLASS 0
 OR0705
 OR0705.The horizontal coordinates were scaled from a map and have
 OR0705.an estimated accuracy of +/- 6 seconds.
 OR0705
 OR0705.The orthometric height was determined by differential leveling and
 OR0705.adjusted by the NATIONAL GEODETIC SURVEY
 OR0705.in June 1991.
 OR0705
 OR0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0705.GEOID18 height accuracy estimate available here.
 OR0705
 OR0705.Click photographs - Photos may exist for this station.
 OR0705
 OR0705.The dynamic height is computed by dividing the NAVD 88
 OR0705.geopotential number by the normal gravity value computed on the
 OR0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0705.degrees latitude (g = 980.6199 gals.).
 OR0705
 OR0705.The modeled gravity was interpolated from observed gravity values.
 OR0705
 OR0705;                    North         East    Units  Estimated Accuracy
 OR0705;SPC SD S     -   116,230.      638,450.      MT  (+/- 180 meters Scaled)
 OR0705
 OR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP304032(NAD 83)
 OR0705
 OR0705                          SUPERSEDED SURVEY CONTROL
 OR0705
 OR0705  NGVD 29 (??/??/92)  596.413  (m)         1956.73   (f) ADJ UNCH    2 0
 OR0705
 OR0705.Superseded values are not recommended for survey control.
 OR0705
 OR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0705.See file dsdata.pdf to determine how the superseded data were derived.
 OR0705
 OR0705_MARKER: R = RIVET
 OR0705_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OR0705_SP_SET: WATER TANK FOUNDATION
 OR0705_MARK LOGO: CNWRR
 OR0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0705+STABILITY: SURFACE MOTION
 OR0705
 OR0705  HISTORY     - Date     Condition        Report By
 OR0705  HISTORY     - UNK      MONUMENTED       CNWRR
 OR0705  HISTORY     - 1934     GOOD             CGS
 OR0705  HISTORY     - 1940     GOOD             CGS
 OR0705  HISTORY     - 19880709 SEE DESCRIPTION  NGS
 OR0705
 OR0705                          STATION DESCRIPTION
 OR0705
 OR0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0705'AT WINNER.
 OR0705'AT WINNER, TRIPP COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 OR0705'AT THE WATER TANK FOUNDATION, IN THE EAST LONG CENTER PIER BETWEEN
 OR0705'THE FROST BOX AND THE NORTH POST PEDESTAL, AND 13.1 FEET SOUTH
 OR0705'OF THE SOUTH RAIL.  A STANDARD MONEL-METAL RIVET.
 OR0705
 OR0705                          STATION RECOVERY (1940)
 OR0705
 OR0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0705'RECOVERED IN GOOD CONDITION.
 OR0705
 OR0705                          STATION RECOVERY (1988)
 OR0705
 OR0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0705'THE MARK WAS NOT FOUND, HOWEVER THE WATER TANK FOUNDATION REMAINS.
 OR0705'IT IS PARTIALLY COVERED WITH CHARRED WOOD AND BRUSH DEBRIS, AND A
 OR0705'THOROUGH SEARCH COULD NOT BE MADE AT THIS TIME. THE DEPOT HAS BEEN
 OR0705'MOVED TO ANOTHER SITE FOR HISTORICAL PRESERVATION. THE RAILROAD
 OR0705'TRACKS ARE GONE.  THIS MARK SITE IS 0.15 MILE WEST OF MAIN STREET
 OR0705'AND 0.15 MILE NORTH OF SECOND STREET.  SECOND STREET IS ALSO U.S.
 OR0705'HIGHWAYS 183 AND 18.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0043 ***********************************************************************
 OS0043  DESIGNATION -  RV WOOD
 OS0043  PID         -  OS0043
 OS0043  STATE/COUNTY-  SD/MELLETTE
 OS0043  COUNTRY     -  US
 OS0043  USGS QUAD   -  WOOD SOUTH (2017)
 OS0043
 OS0043                         *CURRENT SURVEY CONTROL
 OS0043  ______________________________________________________________________
 OS0043* NAD 83(1986) POSITION- 43 29 46.     (N) 100 28 40.     (W)   SCALED
 OS0043* NAVD 88 ORTHO HEIGHT -   654.430 (meters)     2147.08  (feet) ADJUSTED
 OS0043  ______________________________________________________________________
 OS0043  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 OS0043  DYNAMIC HEIGHT  -        654.193 (meters)     2146.30  (feet) COMP
 OS0043  MODELED GRAVITY -    980,237.2   (mgal)                       NAVD 88
 OS0043
 OS0043  VERT ORDER      -  SECOND    CLASS 0
 OS0043
 OS0043.The horizontal coordinates were scaled from a map and have
 OS0043.an estimated accuracy of +/- 6 seconds.
 OS0043
 OS0043.The orthometric height was determined by differential leveling and
 OS0043.adjusted by the NATIONAL GEODETIC SURVEY
 OS0043.in June 1991.
 OS0043
 OS0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0043.GEOID18 height accuracy estimate available here.
 OS0043
 OS0043.Click photographs - Photos may exist for this station.
 OS0043
 OS0043.The dynamic height is computed by dividing the NAVD 88
 OS0043.geopotential number by the normal gravity value computed on the
 OS0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0043.degrees latitude (g = 980.6199 gals.).
 OS0043
 OS0043.The modeled gravity was interpolated from observed gravity values.
 OS0043
 OS0043;                    North         East    Units  Estimated Accuracy
 OS0043;SPC SD S     -   129,180.      588,320.      MT  (+/- 180 meters Scaled)
 OS0043
 OS0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP805169(NAD 83)
 OS0043
 OS0043                          SUPERSEDED SURVEY CONTROL
 OS0043
 OS0043  NGVD 29 (??/??/92)  654.019  (m)         2145.73   (f) ADJ UNCH    2 0
 OS0043
 OS0043.Superseded values are not recommended for survey control.
 OS0043
 OS0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0043.See file dsdata.pdf to determine how the superseded data were derived.
 OS0043
 OS0043_MARKER: R = RIVET
 OS0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OS0043_SP_SET: STEP
 OS0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0043
 OS0043  HISTORY     - Date     Condition        Report By
 OS0043  HISTORY     - UNK      MONUMENTED       CNWRR
 OS0043  HISTORY     - 1934     GOOD             CGS
 OS0043
 OS0043                          STATION DESCRIPTION
 OS0043
 OS0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0043'AT WOOD.
 OS0043'LOCATED AT WOOD IN THE TOP WEST CONCRETE PLATFORM STEP OF
 OS0043'FREIGHT HOUSE OF CHICAGO AND NORTH WESTERN RAILROAD, 316.5 FEET
 OS0043'EAST OF EAST WALL OF STATION, 25 FEET NORTH OF NORTH RAIL OF
 OS0043'MAIN TRACK, 11.9 FEET NORTH OF NORTH RAIL OF NORTH SIDE TRACK,
 OS0043'4 FEET WEST OF WEST WALL OF FREIGHT HOUSE.  MONEL METAL RIVET
 OS0043'SET IN CONCRETE STEPS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0468 ***********************************************************************
 PR0468  DESIGNATION -  S 1
 PR0468  PID         -  PR0468
 PR0468  STATE/COUNTY-  SD/KINGSBURY
 PR0468  COUNTRY     -  US
 PR0468  USGS QUAD   -  LAKE PRESTON WEST (2017)
 PR0468
 PR0468                         *CURRENT SURVEY CONTROL
 PR0468  ______________________________________________________________________
 PR0468* NAD 83(1986) POSITION- 44 21 48.     (N) 097 22 36.     (W)   SCALED
 PR0468* NAVD 88 ORTHO HEIGHT -   524.102 (meters)     1719.49  (feet) ADJUSTED
 PR0468  ______________________________________________________________________
 PR0468  GEOID HEIGHT    -        -25.155 (meters)                     GEOID18
 PR0468  DYNAMIC HEIGHT  -        524.001 (meters)     1719.16  (feet) COMP
 PR0468  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 PR0468
 PR0468  VERT ORDER      -  FIRST     CLASS II
 PR0468
 PR0468.The horizontal coordinates were scaled from a map and have
 PR0468.an estimated accuracy of +/- 6 seconds.
 PR0468
 PR0468.The orthometric height was determined by differential leveling and
 PR0468.adjusted by the NATIONAL GEODETIC SURVEY
 PR0468.in October 1997.
 PR0468
 PR0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0468.GEOID18 height accuracy estimate available here.
 PR0468
 PR0468.Click photographs - Photos may exist for this station.
 PR0468
 PR0468.The dynamic height is computed by dividing the NAVD 88
 PR0468.geopotential number by the normal gravity value computed on the
 PR0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0468.degrees latitude (g = 980.6199 gals.).
 PR0468
 PR0468.The modeled gravity was interpolated from observed gravity values.
 PR0468
 PR0468;                    North         East    Units  Estimated Accuracy
 PR0468;SPC SD N     -    62,280.      809,090.      MT  (+/- 180 meters Scaled)
 PR0468
 PR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ293135(NAD 83)
 PR0468
 PR0468                          SUPERSEDED SURVEY CONTROL
 PR0468
 PR0468  NAVD 88 (06/15/91)  524.176  (m)         1719.73   (f) SUPERSEDED  1 2
 PR0468  NGVD 29 (??/??/92)  523.887  (m)         1718.79   (f) ADJ UNCH    1 2
 PR0468
 PR0468.Superseded values are not recommended for survey control.
 PR0468
 PR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0468.See file dsdata.pdf to determine how the superseded data were derived.
 PR0468
 PR0468_MARKER: DB = BENCH MARK DISK
 PR0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PR0468_SP_SET: DOORSILL
 PR0468_STAMPING: 1718.930
 PR0468_MARK LOGO: CGS
 PR0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0468+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 PR0468
 PR0468  HISTORY     - Date     Condition        Report By
 PR0468  HISTORY     - 1905     MONUMENTED       CGS
 PR0468  HISTORY     - 1934     GOOD             CGS
 PR0468  HISTORY     - 19940922 GOOD             NGS
 PR0468
 PR0468                          STATION DESCRIPTION
 PR0468
 PR0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0468'AT LAKE PRESTON.
 PR0468'AT LAKE PRESTON, KINGSBURY COUNTY, AT THE CITY HALL IN THE
 PR0468'SANDSTONE DOORSILL AT THE SOUTHWEST ENTRANCE, 4 INCHES EAST OF
 PR0468'THE BRICKWORK ON THE WEST SIDE OF THE DOORWAY, 2 INCHES NORTH
 PR0468'OF THE SIDEWALK, AND 1.5 INCHES ABOVE THE SIDEWALK.  A STANDARD
 PR0468'DISK, STAMPED ELEV 1718.930 FT.
 PR0468
 PR0468                          STATION RECOVERY (1994)
 PR0468
 PR0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0468'IN LAKE PRESTON, AT THE INTERSECTION OF 3RD STREET AND MAIN AVENUE
 PR0468'NORTH, IN THE DOORSILL AT THE SOUTHEAST ENTRANCE TO CITY HALL, 74.1 M
 PR0468'(243.1 FT) EAST OF THE AVENUE CENTER, 17.2 M (56.4 FT) NORTH OF AND
 PR0468'LEVEL WITH THE STREET CENTER, 4.4 M (14.4 FT) EAST OF THE CENTER OF AN
 PR0468'ALLEY, AND 1.4 M (4.6 FT) EAST OF THE SOUTHWEST CORNER OF THE
 PR0468'BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0240 ***********************************************************************
 OT0240  DESIGNATION -  S 10
 OT0240  PID         -  OT0240
 OT0240  STATE/COUNTY-  SD/PENNINGTON
 OT0240  COUNTRY     -  US
 OT0240  USGS QUAD   -  SCENIC (2017)
 OT0240
 OT0240                         *CURRENT SURVEY CONTROL
 OT0240  ______________________________________________________________________
 OT0240* NAD 83(1986) POSITION- 43 45 23.     (N) 102 31 21.     (W)   SCALED
 OT0240* NAVD 88 ORTHO HEIGHT -   858.853 (meters)     2817.75  (feet) ADJUSTED
 OT0240  ______________________________________________________________________
 OT0240  GEOID HEIGHT    -        -18.239 (meters)                     GEOID18
 OT0240  DYNAMIC HEIGHT  -        858.569 (meters)     2816.82  (feet) COMP
 OT0240  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 OT0240
 OT0240  VERT ORDER      -  FIRST     CLASS II
 OT0240
 OT0240.The horizontal coordinates were scaled from a map and have
 OT0240.an estimated accuracy of +/- 6 seconds.
 OT0240
 OT0240.The orthometric height was determined by differential leveling and
 OT0240.adjusted by the NATIONAL GEODETIC SURVEY
 OT0240.in June 1991.
 OT0240
 OT0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0240.GEOID18 height accuracy estimate available here.
 OT0240
 OT0240.Click photographs - Photos may exist for this station.
 OT0240
 OT0240.The dynamic height is computed by dividing the NAVD 88
 OT0240.geopotential number by the normal gravity value computed on the
 OT0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0240.degrees latitude (g = 980.6199 gals.).
 OT0240
 OT0240.The modeled gravity was interpolated from observed gravity values.
 OT0240
 OT0240;                    North         East    Units  Estimated Accuracy
 OT0240;SPC SD S     -   160,410.      423,740.      MT  (+/- 180 meters Scaled)
 OT0240
 OT0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ994477(NAD 83)
 OT0240
 OT0240                          SUPERSEDED SURVEY CONTROL
 OT0240
 OT0240  NGVD 29 (??/??/92)  858.381  (m)         2816.21   (f) ADJ UNCH    1 2
 OT0240
 OT0240.Superseded values are not recommended for survey control.
 OT0240
 OT0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0240.See file dsdata.pdf to determine how the superseded data were derived.
 OT0240
 OT0240_MARKER: DB = BENCH MARK DISK
 OT0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0240_STAMPING: S 10 1925 2816.205
 OT0240_MARK LOGO: CGS
 OT0240_PROJECTION: FLUSH
 OT0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0240+STABILITY: SURFACE MOTION
 OT0240
 OT0240  HISTORY     - Date     Condition        Report By
 OT0240  HISTORY     - 1925     MONUMENTED       CGS
 OT0240  HISTORY     - 1942     GOOD             CGS
 OT0240
 OT0240                          STATION DESCRIPTION
 OT0240
 OT0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OT0240'2.2 MI SE FROM SCENIC.
 OT0240'ABOUT 2.25 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL,
 OT0240'AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN SECTION
 OT0240'26, T 3 S, R 13 E, 92 FEET NORTHEAST OF AND ACROSS TRACKS
 OT0240'FROM THE FIRST TELEPHONE POLE SOUTHEAST OF MILE POST 616, 45 FEET
 OT0240'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, ABOUT 3 1/2 FEET
 OT0240'ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OT0240'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0301 ***********************************************************************
 OT0301  DESIGNATION -  S 11
 OT0301  PID         -  OT0301
 OT0301  STATE/COUNTY-  SD/CUSTER
 OT0301  COUNTRY     -  US
 OT0301  USGS QUAD   -  HERMOSA (2017)
 OT0301
 OT0301                         *CURRENT SURVEY CONTROL
 OT0301  ______________________________________________________________________
 OT0301* NAD 83(1986) POSITION- 43 50 28.04   (N) 103 11 18.43   (W)   HD_HELD1
 OT0301* NAVD 88 ORTHO HEIGHT -  1007.143 (meters)     3304.27  (feet) ADJUSTED
 OT0301  ______________________________________________________________________
 OT0301  GEOID HEIGHT    -        -16.108 (meters)                     GEOID18
 OT0301  DYNAMIC HEIGHT  -       1006.774 (meters)     3303.06  (feet) COMP
 OT0301  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 OT0301
 OT0301  VERT ORDER      -  FIRST     CLASS II
 OT0301
 OT0301.The horizontal coordinates were determined by differentially corrected
 OT0301.hand held GPS observations or other comparable positioning techniques
 OT0301.and have an estimated accuracy of +/- 3 meters.
 OT0301
 OT0301.The orthometric height was determined by differential leveling and
 OT0301.adjusted by the NATIONAL GEODETIC SURVEY
 OT0301.in October 1997.
 OT0301
 OT0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0301.GEOID18 height accuracy estimate available here.
 OT0301
 OT0301.Click photographs - Photos may exist for this station.
 OT0301
 OT0301.The dynamic height is computed by dividing the NAVD 88
 OT0301.geopotential number by the normal gravity value computed on the
 OT0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0301.degrees latitude (g = 980.6199 gals.).
 OT0301
 OT0301.The modeled gravity was interpolated from observed gravity values.
 OT0301
 OT0301;                    North         East    Units  Estimated Accuracy
 OT0301;SPC SD S     -   171,449.1     370,456.4     MT  (+/- 3 meters HH1 GPS) 
 OT0301
 OT0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4562755821(NAD 83)
 OT0301
 OT0301                          SUPERSEDED SURVEY CONTROL
 OT0301
 OT0301  NAVD 88 (06/15/91) 1007.125  (m)         3304.21   (f) SUPERSEDED  1 2
 OT0301  NGVD 29 (??/??/92) 1006.648  (m)         3302.64   (f) ADJ UNCH    1 2
 OT0301
 OT0301.Superseded values are not recommended for survey control.
 OT0301
 OT0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0301.See file dsdata.pdf to determine how the superseded data were derived.
 OT0301
 OT0301_MARKER: DB = BENCH MARK DISK
 OT0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0301_STAMPING: S 11 1926
 OT0301_MARK LOGO: CGS
 OT0301_PROJECTION: FLUSH
 OT0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0301+STABILITY: SURFACE MOTION
 OT0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OT0301+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 OT0301
 OT0301  HISTORY     - Date     Condition        Report By
 OT0301  HISTORY     - 1926     MONUMENTED       CGS
 OT0301  HISTORY     - 1963     GOOD             CGS
 OT0301  HISTORY     - 1985     GOOD             NGS
 OT0301  HISTORY     - 19950501 GOOD             NGS
 OT0301
 OT0301                          STATION DESCRIPTION
 OT0301
 OT0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0301'0.2 MI N FROM HERMOSA.
 OT0301'ABOUT 0.15 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0301'FROM THE STATION AT HERMOSA, IN SECTION 29, T 2 S, R 8 E, 34 FEET
 OT0301'WEST OF THE WEST RAIL OF THE MAIN TRACK, 33 FEET NORTH OF A
 OT0301'TELEPHONE POLE, 3 1/2 FEET EAST OF A FENCE, 1.0 FOOT WEST OF A
 OT0301'METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP
 OT0301'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OT0301
 OT0301                          STATION RECOVERY (1985)
 OT0301
 OT0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0301'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 OT0301'MI) EAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE HIGHWAY 79
 OT0301'AT HERMOSA, THENCE 0.15 KM (0.1 MI) NORTH ALONG THE NORTH WESTERN
 OT0301'RAILROAD, 10.3 METERS (34 FT) WEST OF THE WEST RAIL, 10.0 METERS (33
 OT0301'FT) NORTH OF A TELEPHONE POLE AND 1.0 METER (3.5 FT) EAST OF THE
 OT0301'RIGHT-OF-WAY FENCE.
 OT0301'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0301'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 OT0301
 OT0301                          STATION RECOVERY (1995)
 OT0301
 OT0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0301'IN HERMOSA, AT THE INTERSECTION OF MAIN STREET AND THE CHICAGO AND
 OT0301'NORTHWESTERN RAILROAD, 150.0 M (492.1 FT) NORTH OF THE CENTER OF MAIN
 OT0301'STREET, 10.6 M (34.8 FT) WEST OF THE NEAR RAIL, 6.9 M (22.6 FT) NORTH
 OT0301'OF A T-FENCE CORNER, 1.3 M (4.3 FT) SOUTHEAST OF A BRACED FENCE POST,
 OT0301'0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH
 OT0301'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0515 ***********************************************************************
 OT0515  DESIGNATION -  S 12
 OT0515  PID         -  OT0515
 OT0515  STATE/COUNTY-  SD/FALL RIVER
 OT0515  COUNTRY     -  US
 OT0515  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0515
 OT0515                         *CURRENT SURVEY CONTROL
 OT0515  ______________________________________________________________________
 OT0515* NAD 83(1986) POSITION- 43 25 30.     (N) 103 35 21.     (W)   SCALED
 OT0515* NAVD 88 ORTHO HEIGHT -  1216.587 (meters)     3991.42  (feet) POSTED
 OT0515  ______________________________________________________________________
 OT0515  GEOID HEIGHT    -        -15.159 (meters)                     GEOID18
 OT0515  DYNAMIC HEIGHT  -       1216.05  (meters)     3989.7   (feet) COMP
 OT0515  MODELED GRAVITY -    980,133.6   (mgal)                       NAVD 88
 OT0515
 OT0515  VERT ORDER      -  * POSTED, SEE BELOW
 OT0515
 OT0515.The horizontal coordinates were scaled from a map and have
 OT0515.an estimated accuracy of +/- 6 seconds.
 OT0515
 OT0515.The orthometric height was determined by differential leveling
 OT0515.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0515
 OT0515.* This is a POSTED BENCH MARK height.
 OT0515
 OT0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0515.GEOID18 height accuracy estimate available here.
 OT0515
 OT0515.Click photographs - Photos may exist for this station.
 OT0515
 OT0515.The dynamic height is computed by dividing the NAVD 88
 OT0515.geopotential number by the normal gravity value computed on the
 OT0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0515.degrees latitude (g = 980.6199 gals.).
 OT0515
 OT0515.The modeled gravity was interpolated from observed gravity values.
 OT0515
 OT0515;                    North         East    Units  Estimated Accuracy
 OT0515;SPC SD S     -   126,440.      336,440.      MT  (+/- 180 meters Scaled)
 OT0515
 OT0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ141089(NAD 83)
 OT0515
 OT0515                          SUPERSEDED SURVEY CONTROL
 OT0515
 OT0515.No superseded survey control is available for this station.
 OT0515
 OT0515_MARKER: DB = BENCH MARK DISK
 OT0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0515_STAMPING: S 12 1926
 OT0515_MARK LOGO: CGS
 OT0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0515+STABILITY: SURFACE MOTION
 OT0515
 OT0515  HISTORY     - Date     Condition        Report By
 OT0515  HISTORY     - 1926     MONUMENTED       CGS
 OT0515  HISTORY     - 1963     MARK NOT FOUND   CGS
 OT0515
 OT0515                          STATION DESCRIPTION
 OT0515
 OT0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0515'5.2 MI E FROM MINNEKAHTA.
 OT0515'5-1/4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OT0515'FROM MINNEKAHTA, FALL RIVER COUNTY, 20 FEET EAST OF A ROAD
 OT0515'CROSSING, 40 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 18,
 OT0515'42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 10 FEET NORTH OF
 OT0515'THE RAILROAD RIGHT-OF-WAY FENCE, 2-1/2 FEET WEST OF THE ROAD
 OT0515'RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE POST.
 OT0515'NOTE-- IT IS BELIEVED TO HAVE BEEN DESTROYED IN CONSTRUCTION OF
 OT0515'U.S. HIGHWAY 18.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0019 ***********************************************************************
 QT0019  DESIGNATION -  S 120
 QT0019  PID         -  QT0019
 QT0019  STATE/COUNTY-  SD/PERKINS
 QT0019  COUNTRY     -  US
 QT0019  USGS QUAD   -  MEADOW (2017)
 QT0019
 QT0019                         *CURRENT SURVEY CONTROL
 QT0019  ______________________________________________________________________
 QT0019* NAD 83(1986) POSITION- 45 33 38.     (N) 102 09 56.     (W)   SCALED
 QT0019* NAVD 88 ORTHO HEIGHT -   788.353 (meters)     2586.45  (feet) ADJUSTED
 QT0019  ______________________________________________________________________
 QT0019  GEOID HEIGHT    -        -18.858 (meters)                     GEOID18
 QT0019  DYNAMIC HEIGHT  -        788.236 (meters)     2586.07  (feet) COMP
 QT0019  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 QT0019
 QT0019  VERT ORDER      -  SECOND    CLASS 0
 QT0019
 QT0019.The horizontal coordinates were scaled from a map and have
 QT0019.an estimated accuracy of +/- 6 seconds.
 QT0019
 QT0019.The orthometric height was determined by differential leveling and
 QT0019.adjusted by the NATIONAL GEODETIC SURVEY
 QT0019.in June 1991.
 QT0019
 QT0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0019.GEOID18 height accuracy estimate available here.
 QT0019
 QT0019.Click photographs - Photos may exist for this station.
 QT0019
 QT0019.The dynamic height is computed by dividing the NAVD 88
 QT0019.geopotential number by the normal gravity value computed on the
 QT0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0019.degrees latitude (g = 980.6199 gals.).
 QT0019
 QT0019.The modeled gravity was interpolated from observed gravity values.
 QT0019
 QT0019;                    North         East    Units  Estimated Accuracy
 QT0019;SPC SD N     -   194,200.      430,950.      MT  (+/- 180 meters Scaled)
 QT0019
 QT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL212491(NAD 83)
 QT0019
 QT0019                          SUPERSEDED SURVEY CONTROL
 QT0019
 QT0019  NGVD 29 (??/??/92)  787.904  (m)         2584.98   (f) ADJ UNCH    2 0
 QT0019
 QT0019.Superseded values are not recommended for survey control.
 QT0019
 QT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0019.See file dsdata.pdf to determine how the superseded data were derived.
 QT0019
 QT0019_MARKER: DB = BENCH MARK DISK
 QT0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0019_STAMPING: S 120 1934
 QT0019_MARK LOGO: CGS
 QT0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0019+STABILITY: SURFACE MOTION
 QT0019
 QT0019  HISTORY     - Date     Condition        Report By
 QT0019  HISTORY     - 1934     MONUMENTED       CGS
 QT0019  HISTORY     - 1938     GOOD             CGS
 QT0019
 QT0019                          STATION DESCRIPTION
 QT0019
 QT0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0019'4 MI NE FROM MEADOW.
 QT0019'ALONG STATE HIGHWAY NO. 73, 4.0 MILES NORTH AND EAST OF MEADOW,
 QT0019'2.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAYS NO. 73 AND
 QT0019'NO. 8, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 36 FEET NORTH
 QT0019'OF THE CENTER OF A SECTION ROAD, 3.0 FEET SOUTHEAST OF A CORNER
 QT0019'FENCE POST, 5.0 FEET SOUTH OF AN EAST-WEST FENCE.  A STANDARD DISK
 QT0019'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1374 ***********************************************************************
 PU1374  DESIGNATION -  S 121
 PU1374  PID         -  PU1374
 PU1374  STATE/COUNTY-  SD/BUTTE
 PU1374  COUNTRY     -  US
 PU1374  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1374
 PU1374                         *CURRENT SURVEY CONTROL
 PU1374  ______________________________________________________________________
 PU1374* NAD 83(1986) POSITION- 44 46 10.     (N) 103 05 15.     (W)   SCALED
 PU1374* NAVD 88 ORTHO HEIGHT -   891.129 (meters)     2923.65  (feet) ADJUSTED
 PU1374  ______________________________________________________________________
 PU1374  GEOID HEIGHT    -        -17.123 (meters)                     GEOID18
 PU1374  DYNAMIC HEIGHT  -        890.908 (meters)     2922.92  (feet) COMP
 PU1374  MODELED GRAVITY -    980,338.6   (mgal)                       NAVD 88
 PU1374
 PU1374  VERT ORDER      -  SECOND    CLASS 0
 PU1374
 PU1374.The horizontal coordinates were scaled from a map and have
 PU1374.an estimated accuracy of +/- 6 seconds.
 PU1374
 PU1374.The orthometric height was determined by differential leveling and
 PU1374.adjusted by the NATIONAL GEODETIC SURVEY
 PU1374.in June 1991.
 PU1374
 PU1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1374.GEOID18 height accuracy estimate available here.
 PU1374
 PU1374.Click photographs - Photos may exist for this station.
 PU1374
 PU1374.The dynamic height is computed by dividing the NAVD 88
 PU1374.geopotential number by the normal gravity value computed on the
 PU1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1374.degrees latitude (g = 980.6199 gals.).
 PU1374
 PU1374.The modeled gravity was interpolated from observed gravity values.
 PU1374
 PU1374;                    North         East    Units  Estimated Accuracy
 PU1374;SPC SD N     -   108,680.      355,660.      MT  (+/- 180 meters Scaled)
 PU1374
 PU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK513591(NAD 83)
 PU1374
 PU1374                          SUPERSEDED SURVEY CONTROL
 PU1374
 PU1374  NGVD 29 (??/??/92)  890.640  (m)         2922.04   (f) ADJ UNCH    2 0
 PU1374
 PU1374.Superseded values are not recommended for survey control.
 PU1374
 PU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1374.See file dsdata.pdf to determine how the superseded data were derived.
 PU1374
 PU1374_MARKER: DB = BENCH MARK DISK
 PU1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1374_STAMPING: S 121 1934
 PU1374_MARK LOGO: CGS
 PU1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1374+STABILITY: SURFACE MOTION
 PU1374
 PU1374  HISTORY     - Date     Condition        Report By
 PU1374  HISTORY     - 1934     MONUMENTED       CGS
 PU1374  HISTORY     - 1962     GOOD             CGS
 PU1374  HISTORY     - 1963     GOOD             CGS
 PU1374
 PU1374                          STATION DESCRIPTION
 PU1374
 PU1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1374'12 MI SW FROM SULPHUR.
 PU1374'12.05 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1374'SULPHUR, AT THE T JUNCTION OF A TRACK ROAD SOUTHEAST, 57 FEET
 PU1374'NORTHWEST OF THE CENTER LINE OF THE ROAD, 85 FEET SOUTHWEST
 PU1374'OF THE EXTENDED CENTER LINE OF THE ROAD SOUTHEAST, 1.2 FEET
 PU1374'SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD,
 PU1374'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 PU1374'THE GROUND.
 PU1374
 PU1374                          STATION RECOVERY (1963)
 PU1374
 PU1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1031 ***********************************************************************
 PU1031  DESIGNATION -  S 122
 PU1031  PID         -  PU1031
 PU1031  STATE/COUNTY-  SD/MEADE
 PU1031  COUNTRY     -  US
 PU1031  USGS QUAD   -  OPAL WEST (2017)
 PU1031
 PU1031                         *CURRENT SURVEY CONTROL
 PU1031  ______________________________________________________________________
 PU1031* NAD 83(1986) POSITION- 44 59 37.95   (N) 102 31 18.32   (W)   HD_HELD1
 PU1031* NAVD 88 ORTHO HEIGHT -   873.994 (meters)     2867.43  (feet) ADJUSTED
 PU1031  ______________________________________________________________________
 PU1031  GEOID HEIGHT    -        -18.207 (meters)                     GEOID18
 PU1031  DYNAMIC HEIGHT  -        873.806 (meters)     2866.81  (feet) COMP
 PU1031  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 PU1031
 PU1031  VERT ORDER      -  SECOND    CLASS 0
 PU1031
 PU1031.The horizontal coordinates were determined by differentially corrected
 PU1031.hand held GPS observations or other comparable positioning techniques
 PU1031.and have an estimated accuracy of +/- 3 meters.
 PU1031
 PU1031.The orthometric height was determined by differential leveling and
 PU1031.adjusted by the NATIONAL GEODETIC SURVEY
 PU1031.in June 1991.
 PU1031
 PU1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1031.GEOID18 height accuracy estimate available here.
 PU1031
 PU1031.Click photographs - Photos may exist for this station.
 PU1031
 PU1031.The dynamic height is computed by dividing the NAVD 88
 PU1031.geopotential number by the normal gravity value computed on the
 PU1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1031.degrees latitude (g = 980.6199 gals.).
 PU1031
 PU1031.The modeled gravity was interpolated from observed gravity values.
 PU1031
 PU1031;                    North         East    Units  Estimated Accuracy
 PU1031;SPC SD N     -   132,058.7     401,190.5     MT  (+/- 3 meters HH1 GPS) 
 PU1031
 PU1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9534485257(NAD 83)
 PU1031
 PU1031                          SUPERSEDED SURVEY CONTROL
 PU1031
 PU1031  NGVD 29 (??/??/92)  873.536  (m)         2865.93   (f) ADJ UNCH    2 0
 PU1031
 PU1031.Superseded values are not recommended for survey control.
 PU1031
 PU1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1031.See file dsdata.pdf to determine how the superseded data were derived.
 PU1031
 PU1031_MARKER: DB = BENCH MARK DISK
 PU1031_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1031_STAMPING: S 122 1934
 PU1031_MARK LOGO: CGS
 PU1031_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1031
 PU1031  HISTORY     - Date     Condition        Report By
 PU1031  HISTORY     - 1934     MONUMENTED       CGS
 PU1031  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1031
 PU1031                          STATION DESCRIPTION
 PU1031
 PU1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1031'AT FOX RIDGE.
 PU1031'AT FOX RIDGE, MEADE COUNTY, 200 YARDS SOUTH OF THE POST OFFICE,
 PU1031'121 FEET SOUTHWEST OF INTERSECTION OF CENTERLINE OF U.S. HIGHWAY
 PU1031'212 AND A ROAD LEADING NORTH FROM HIGHWAY TO THE POST OFFICE,
 PU1031'61 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 18 FEET WEST OF
 PU1031'CORNER POST AND 2 FEET NORTH OF FENCE LINE, AND SET IN THE TOP
 PU1031'OF A CONCRETE POST PROJECTING 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0276 ***********************************************************************
 QT0276  DESIGNATION -  S 124
 QT0276  PID         -  QT0276
 QT0276  STATE/COUNTY-  SD/BUTTE
 QT0276  COUNTRY     -  US
 QT0276  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0276
 QT0276                         *CURRENT SURVEY CONTROL
 QT0276  ______________________________________________________________________
 QT0276* NAD 83(1986) POSITION- 45 11 56.     (N) 103 26 55.     (W)   SCALED
 QT0276* NAVD 88 ORTHO HEIGHT -   907.388 (meters)     2976.99  (feet) ADJUSTED
 QT0276  ______________________________________________________________________
 QT0276  GEOID HEIGHT    -        -16.383 (meters)                     GEOID18
 QT0276  DYNAMIC HEIGHT  -        907.198 (meters)     2976.37  (feet) COMP
 QT0276  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 QT0276
 QT0276  VERT ORDER      -  SECOND    CLASS 0
 QT0276
 QT0276.The horizontal coordinates were scaled from a map and have
 QT0276.an estimated accuracy of +/- 6 seconds.
 QT0276
 QT0276.The orthometric height was determined by differential leveling and
 QT0276.adjusted by the NATIONAL GEODETIC SURVEY
 QT0276.in June 1991.
 QT0276
 QT0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0276.GEOID18 height accuracy estimate available here.
 QT0276
 QT0276.Click photographs - Photos may exist for this station.
 QT0276
 QT0276.The dynamic height is computed by dividing the NAVD 88
 QT0276.geopotential number by the normal gravity value computed on the
 QT0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0276.degrees latitude (g = 980.6199 gals.).
 QT0276
 QT0276.The modeled gravity was interpolated from observed gravity values.
 QT0276
 QT0276;                    North         East    Units  Estimated Accuracy
 QT0276;SPC SD N     -   157,520.      329,130.      MT  (+/- 180 meters Scaled)
 QT0276
 QT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL218062(NAD 83)
 QT0276
 QT0276                          SUPERSEDED SURVEY CONTROL
 QT0276
 QT0276  NGVD 29 (??/??/92)  906.901  (m)         2975.39   (f) ADJ UNCH    2 0
 QT0276
 QT0276.Superseded values are not recommended for survey control.
 QT0276
 QT0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0276.See file dsdata.pdf to determine how the superseded data were derived.
 QT0276
 QT0276_MARKER: DB = BENCH MARK DISK
 QT0276_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0276_STAMPING: S 124 1934
 QT0276_MARK LOGO: CGS
 QT0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0276
 QT0276  HISTORY     - Date     Condition        Report By
 QT0276  HISTORY     - 1934     MONUMENTED       CGS
 QT0276  HISTORY     - 1938     GOOD             CGS
 QT0276  HISTORY     - 1973     MARK NOT FOUND   USGS
 QT0276
 QT0276                          STATION DESCRIPTION
 QT0276
 QT0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0276'0.7 MI W FROM MASON.
 QT0276'LOCATED 0.7 MILE WEST OF THE MASON POSTOFFICE, NEAR THE CROWN OF A
 QT0276'HILL, 33 FEET SOUTH OF THE CENTERLINE OF HWY. 79, 1.2 FEET NORTH
 QT0276'OF FENCE LINE PARALLEL TO HIGHWAY.  A STANDARD TABLET SET IN TOP
 QT0276'OF A PRECAST CONCRETE POST 4 INCHES HIGH.
 QT0276
 QT0276                          STATION RECOVERY (1973)
 QT0276
 QT0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QT0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2395 ***********************************************************************
 PU2395  DESIGNATION -  S 125 RESET
 PU2395  PID         -  PU2395
 PU2395  STATE/COUNTY-  SD/MEADE
 PU2395  COUNTRY     -  US
 PU2395  USGS QUAD   -  DURKEE LAKE (2017)
 PU2395
 PU2395                         *CURRENT SURVEY CONTROL
 PU2395  ______________________________________________________________________
 PU2395* NAD 83(1986) POSITION- 44 57 20.     (N) 102 02 41.     (W)   SCALED
 PU2395* NAVD 88 ORTHO HEIGHT -   741.770 (meters)     2433.62  (feet) ADJUSTED
 PU2395  ______________________________________________________________________
 PU2395  GEOID HEIGHT    -        -19.545 (meters)                     GEOID18
 PU2395  DYNAMIC HEIGHT  -        741.618 (meters)     2433.13  (feet) COMP
 PU2395  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 PU2395
 PU2395  VERT ORDER      -  FIRST     CLASS II
 PU2395
 PU2395.The horizontal coordinates were scaled from a map and have
 PU2395.an estimated accuracy of +/- 6 seconds.
 PU2395
 PU2395.The orthometric height was determined by differential leveling and
 PU2395.adjusted by the NATIONAL GEODETIC SURVEY
 PU2395.in July 1998.
 PU2395
 PU2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2395.GEOID18 height accuracy estimate available here.
 PU2395
 PU2395.Click photographs - Photos may exist for this station.
 PU2395
 PU2395.The dynamic height is computed by dividing the NAVD 88
 PU2395.geopotential number by the normal gravity value computed on the
 PU2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2395.degrees latitude (g = 980.6199 gals.).
 PU2395
 PU2395.The modeled gravity was interpolated from observed gravity values.
 PU2395
 PU2395;                    North         East    Units  Estimated Accuracy
 PU2395;SPC SD N     -   126,740.      438,680.      MT  (+/- 180 meters Scaled)
 PU2395
 PU2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK331822(NAD 83)
 PU2395
 PU2395                          SUPERSEDED SURVEY CONTROL
 PU2395
 PU2395  NGVD 29 (04/17/07)  741.29   (m)         2432.0    (f) RESET       3  
 PU2395
 PU2395.Superseded values are not recommended for survey control.
 PU2395
 PU2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2395.See file dsdata.pdf to determine how the superseded data were derived.
 PU2395
 PU2395_MARKER: DV = VERTICAL CONTROL DISK
 PU2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2395_STAMPING: S 125 RESET 1987
 PU2395_MARK LOGO: NGS
 PU2395_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2395+STABILITY: SURFACE MOTION
 PU2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2395+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2395
 PU2395  HISTORY     - Date     Condition        Report By
 PU2395  HISTORY     - 1987     MONUMENTED       NGS
 PU2395  HISTORY     - 19960711 GOOD             NGS
 PU2395
 PU2395                          STATION DESCRIPTION
 PU2395
 PU2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2395'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2395'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2395'SOUTH, 7.8 KM (4.85 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST
 PU2395'IN FAITH), 30.5 M (100.1 FT) EAST FROM THE CENTER OF STATE
 PU2395'HIGHWAY 73, 0.3 M (1.0 FT) WEST FROM A WITNESS POST, 0.3 M (1.0 FT)
 PU2395'EAST OF THE RIGHT OF WAY, IN THE TOP OF A CONCRETE POST THAT
 PU2395'PROJECTS 0.20 M (0.7 FT) IN THE SW 1/4, SEC 34, T12N, R17E.
 PU2395'2 KM (1.25 MI) NORTH OF T 125 RESET
 PU2395
 PU2395                          STATION RECOVERY (1996)
 PU2395
 PU2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2395'7.6 KM (4.70 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2395'U.S. HIGHWAY 212 IN FAITH, 543.0 M (1781.5 FT) SOUTH OF MILEPOST 170,
 PU2395'30.8 M (101.0 FT) EAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) EAST
 PU2395'OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PU2395'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU2395'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0640 ***********************************************************************
 PT0640  DESIGNATION -  S 126
 PT0640  PID         -  PT0640
 PT0640  STATE/COUNTY-  SD/HAAKON
 PT0640  COUNTRY     -  US
 PT0640  USGS QUAD   -  HILLAND NW (2017)
 PT0640
 PT0640                         *CURRENT SURVEY CONTROL
 PT0640  ______________________________________________________________________
 PT0640* NAD 83(1986) POSITION- 44 25 42.     (N) 101 56 56.     (W)   SCALED
 PT0640* NAVD 88 ORTHO HEIGHT -   755.689 (meters)     2479.29  (feet) ADJUSTED
 PT0640  ______________________________________________________________________
 PT0640  GEOID HEIGHT    -        -20.148 (meters)                     GEOID18
 PT0640  DYNAMIC HEIGHT  -        755.497 (meters)     2478.66  (feet) COMP
 PT0640  MODELED GRAVITY -    980,338.7   (mgal)                       NAVD 88
 PT0640
 PT0640  VERT ORDER      -  SECOND    CLASS 0
 PT0640
 PT0640.The horizontal coordinates were scaled from a map and have
 PT0640.an estimated accuracy of +/- 6 seconds.
 PT0640
 PT0640.The orthometric height was determined by differential leveling and
 PT0640.adjusted by the NATIONAL GEODETIC SURVEY
 PT0640.in June 1991.
 PT0640
 PT0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0640.GEOID18 height accuracy estimate available here.
 PT0640
 PT0640.Click photographs - Photos may exist for this station.
 PT0640
 PT0640.The dynamic height is computed by dividing the NAVD 88
 PT0640.geopotential number by the normal gravity value computed on the
 PT0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0640.degrees latitude (g = 980.6199 gals.).
 PT0640
 PT0640.The modeled gravity was interpolated from observed gravity values.
 PT0640
 PT0640;                    North         East    Units  Estimated Accuracy
 PT0640;SPC SD S     -   234,000.      471,370.      MT  (+/- 180 meters Scaled)
 PT0640
 PT0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ652236(NAD 83)
 PT0640
 PT0640                          SUPERSEDED SURVEY CONTROL
 PT0640
 PT0640  NGVD 29 (??/??/92)  755.232  (m)         2477.79   (f) ADJ UNCH    2 0
 PT0640
 PT0640.Superseded values are not recommended for survey control.
 PT0640
 PT0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0640.See file dsdata.pdf to determine how the superseded data were derived.
 PT0640
 PT0640_MARKER: DB = BENCH MARK DISK
 PT0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0640_STAMPING: S 126 1934
 PT0640_MARK LOGO: CGS
 PT0640_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0640+STABILITY: SURFACE MOTION
 PT0640
 PT0640  HISTORY     - Date     Condition        Report By
 PT0640  HISTORY     - 1934     MONUMENTED       CGS
 PT0640  HISTORY     - 1962     GOOD             CGS
 PT0640
 PT0640                          STATION DESCRIPTION
 PT0640
 PT0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0640'15.9 MI SE FROM HOWES.
 PT0640'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0640'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0640'34 AND 73, THENCE 15.35 MILES SOUTHEAST ALONG A GRAVEL ROAD WHICH
 PT0640'WAS FORMERLY HIGHWAY 34 AND 73, 51 FEET NORTH OF THE CENTER OF
 PT0640'A WIRE GATE, 50 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 PT0640'EAST OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 PT0640'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PT0640'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2121 ***********************************************************************
 PU2121  DESIGNATION -  S 127 RESET
 PU2121  PID         -  PU2121
 PU2121  STATE/COUNTY-  SD/MEADE
 PU2121  COUNTRY     -  US
 PU2121  USGS QUAD   -  ENNING (2017)
 PU2121
 PU2121                         *CURRENT SURVEY CONTROL
 PU2121  ______________________________________________________________________
 PU2121* NAD 83(1986) POSITION- 44 34 30.     (N) 102 30 45.     (W)   SCALED
 PU2121* NAVD 88 ORTHO HEIGHT -   895.272 (meters)     2937.24  (feet) ADJUSTED
 PU2121  ______________________________________________________________________
 PU2121  GEOID HEIGHT    -        -18.549 (meters)                     GEOID18
 PU2121  DYNAMIC HEIGHT  -        895.032 (meters)     2936.45  (feet) COMP
 PU2121  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 PU2121
 PU2121  VERT ORDER      -  FIRST     CLASS II
 PU2121
 PU2121.The horizontal coordinates were scaled from a map and have
 PU2121.an estimated accuracy of +/- 6 seconds.
 PU2121
 PU2121.The orthometric height was determined by differential leveling and
 PU2121.adjusted by the NATIONAL GEODETIC SURVEY
 PU2121.in October 1997.
 PU2121
 PU2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2121.GEOID18 height accuracy estimate available here.
 PU2121
 PU2121.Click photographs - Photos may exist for this station.
 PU2121
 PU2121.The dynamic height is computed by dividing the NAVD 88
 PU2121.geopotential number by the normal gravity value computed on the
 PU2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2121.degrees latitude (g = 980.6199 gals.).
 PU2121
 PU2121.The modeled gravity was interpolated from observed gravity values.
 PU2121
 PU2121;                    North         East    Units  Estimated Accuracy
 PU2121;SPC SD N     -    85,510.      400,480.      MT  (+/- 180 meters Scaled)
 PU2121
 PU2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK974387(NAD 83)
 PU2121
 PU2121                          SUPERSEDED SURVEY CONTROL
 PU2121
 PU2121  NGVD 29 (04/17/07)  894.78   (m)         2935.6    (f) RESET       3  
 PU2121
 PU2121.Superseded values are not recommended for survey control.
 PU2121
 PU2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2121.See file dsdata.pdf to determine how the superseded data were derived.
 PU2121
 PU2121_MARKER: DV = VERTICAL CONTROL DISK
 PU2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2121_STAMPING: S 127 RESET 1980
 PU2121_MARK LOGO: NGS
 PU2121_PROJECTION: FLUSH
 PU2121_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2121+STABILITY: SURFACE MOTION
 PU2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2121+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2121
 PU2121  HISTORY     - Date     Condition        Report By
 PU2121  HISTORY     - 1980     MONUMENTED       NGS
 PU2121  HISTORY     - 19950605 GOOD             NGS
 PU2121
 PU2121                          STATION DESCRIPTION
 PU2121
 PU2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 PU2121'2.5 MI EAST FROM ENNING.
 PU2121'2.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND STORE
 PU2121'IN ENNING, 102.0 FEET NORTH OF CENTER OF STATE HIGHWAY 34,
 PU2121'AND 1.0 FOOT WEST OF A FENCE.
 PU2121'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 PU2121
 PU2121                          STATION RECOVERY (1995)
 PU2121
 PU2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2121'13.1 KM (8.15 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU2121'IN UNION CENTER, 142.6 M (467.8 FT) EAST OF MILEPOST 89, 30.7 M (100.7
 PU2121'FT) NORTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) EAST OF BENCH MARK
 PU2121'34 089.05, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6
 PU2121'FT) WEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 PU2121'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1198 ***********************************************************************
 PU1198  DESIGNATION -  S 128
 PU1198  PID         -  PU1198
 PU1198  STATE/COUNTY-  SD/MEADE
 PU1198  COUNTRY     -  US
 PU1198  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU1198
 PU1198                         *CURRENT SURVEY CONTROL
 PU1198  ______________________________________________________________________
 PU1198* NAD 83(1986) POSITION- 44 28 54.     (N) 103 12 59.     (W)   SCALED
 PU1198* NAVD 88 ORTHO HEIGHT -   831.253 (meters)     2727.20  (feet) POSTED
 PU1198  ______________________________________________________________________
 PU1198  GEOID HEIGHT    -        -16.685 (meters)                     GEOID18
 PU1198  DYNAMIC HEIGHT  -        831.02  (meters)     2726.4   (feet) COMP
 PU1198  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 PU1198
 PU1198  VERT ORDER      -  * POSTED, SEE BELOW
 PU1198
 PU1198.The horizontal coordinates were scaled from a map and have
 PU1198.an estimated accuracy of +/- 6 seconds.
 PU1198
 PU1198.The orthometric height was determined by differential leveling
 PU1198.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1198
 PU1198.* This is a POSTED BENCH MARK height.
 PU1198
 PU1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1198.GEOID18 height accuracy estimate available here.
 PU1198
 PU1198.Click photographs - Photos may exist for this station.
 PU1198
 PU1198.The dynamic height is computed by dividing the NAVD 88
 PU1198.geopotential number by the normal gravity value computed on the
 PU1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1198.degrees latitude (g = 980.6199 gals.).
 PU1198
 PU1198.The modeled gravity was interpolated from observed gravity values.
 PU1198
 PU1198;                    North         East    Units  Estimated Accuracy
 PU1198;SPC SD N     -    77,130.      344,190.      MT  (+/- 180 meters Scaled)
 PU1198
 PU1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK418269(NAD 83)
 PU1198
 PU1198                          SUPERSEDED SURVEY CONTROL
 PU1198
 PU1198  NGVD 29 (??/??/92)  830.83   (m)         2725.8    (f) COMPUTED    2 0
 PU1198
 PU1198.Superseded values are not recommended for survey control.
 PU1198
 PU1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1198.See file dsdata.pdf to determine how the superseded data were derived.
 PU1198
 PU1198_MARKER: DB = BENCH MARK DISK
 PU1198_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1198_STAMPING: S 128 1934
 PU1198_MARK LOGO: CGS
 PU1198_PROJECTION: PROJECTING 13 CENTIMETERS
 PU1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1198
 PU1198  HISTORY     - Date     Condition        Report By
 PU1198  HISTORY     - 1934     MONUMENTED       CGS
 PU1198  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1198
 PU1198                          STATION DESCRIPTION
 PU1198
 PU1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1198'17.5 MI E FROM STURGIS.
 PU1198'17.5 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1198'AT STURGIS, 65 YARDS NORTHEAST OF A SECTION-ROAD CROSSING, 54
 PU1198'FEET NORTH OF THE CENTERLINE OF THE SECTION CROSS ROAD, 40 FEET
 PU1198'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AT A RIGHT-ANGLE TURN,
 PU1198'22 FEET NORTH OF A CORNER FENCE POST, AND 2 FEET WEST OF A POLE.
 PU1198'A STANDARD DISK, STAMPED S 128 1934 AND SET IN THE TOP OF A CONCRETE
 PU1198'POST PROJECTING 5 INCHES ABOVE GROUND.
 PU1198
 PU1198                          STATION RECOVERY (1963)
 PU1198
 PU1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0303 ***********************************************************************
 PU0303  DESIGNATION -  S 129
 PU0303  PID         -  PU0303
 PU0303  STATE/COUNTY-  SD/MEADE
 PU0303  COUNTRY     -  US
 PU0303  USGS QUAD   -  WASTA NW (2017)
 PU0303
 PU0303                         *CURRENT SURVEY CONTROL
 PU0303  ______________________________________________________________________
 PU0303* NAD 83(1986) POSITION- 44 12 41.09   (N) 102 29 16.97   (W)   HD_HELD1
 PU0303* NAVD 88 ORTHO HEIGHT -   806.504 (meters)     2646.01  (feet) ADJUSTED
 PU0303  ______________________________________________________________________
 PU0303  GEOID HEIGHT    -        -18.581 (meters)                     GEOID18
 PU0303  DYNAMIC HEIGHT  -        806.273 (meters)     2645.25  (feet) COMP
 PU0303  MODELED GRAVITY -    980,306.0   (mgal)                       NAVD 88
 PU0303
 PU0303  VERT ORDER      -  SECOND    CLASS 0
 PU0303
 PU0303.The horizontal coordinates were determined by differentially corrected
 PU0303.hand held GPS observations or other comparable positioning techniques
 PU0303.and have an estimated accuracy of +/- 3 meters.
 PU0303
 PU0303.The orthometric height was determined by differential leveling and
 PU0303.adjusted by the NATIONAL GEODETIC SURVEY
 PU0303.in June 1991.
 PU0303
 PU0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0303.GEOID18 height accuracy estimate available here.
 PU0303
 PU0303.Click photographs - Photos may exist for this station.
 PU0303
 PU0303.The dynamic height is computed by dividing the NAVD 88
 PU0303.geopotential number by the normal gravity value computed on the
 PU0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0303.degrees latitude (g = 980.6199 gals.).
 PU0303
 PU0303.The modeled gravity was interpolated from observed gravity values.
 PU0303
 PU0303;                    North         East    Units  Estimated Accuracy
 PU0303;SPC SD N     -    45,069.3     401,175.4     MT  (+/- 3 meters HH1 GPS) 
 PU0303
 PU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0067898423(NAD 83)
 PU0303
 PU0303                          SUPERSEDED SURVEY CONTROL
 PU0303
 PU0303  NGVD 29 (??/??/92)  806.043  (m)         2644.49   (f) ADJ UNCH    2 0
 PU0303
 PU0303.Superseded values are not recommended for survey control.
 PU0303
 PU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0303.See file dsdata.pdf to determine how the superseded data were derived.
 PU0303
 PU0303_MARKER: DB = BENCH MARK DISK
 PU0303_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0303_STAMPING: S 129 1934
 PU0303_MARK LOGO: CGS
 PU0303_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0303
 PU0303  HISTORY     - Date     Condition        Report By
 PU0303  HISTORY     - 1934     MONUMENTED       CGS
 PU0303  HISTORY     - 1954     GOOD             CGS
 PU0303
 PU0303                          STATION DESCRIPTION
 PU0303
 PU0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PU0303'11.6 MI N FROM WASTA.
 PU0303'IN MEADE COUNTY, 11.6 MILES NORTH ALONG THE COUNTY ROAD LEADING
 PU0303'TO ENNING FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT
 PU0303'WASTA, PENNINGTON COUNTY, 2.6 MILES SOUTH OF THE BRIDGE OVER
 PU0303'ELK CREEK, 53 YARDS SOUTH OF A FENCE CORNER, 31 FEET WEST OF THE
 PU0303'CENTERLINE OF THE ROAD, AND 1.6 FEET EAST OF A FENCE LINE.  A
 PU0303'STANDARD DISK, STAMPED S 129 1934 AND SET IN THE TOP OF A
 PU0303'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0121 ***********************************************************************
 PT0121  DESIGNATION -  S 13 RESET
 PT0121  PID         -  PT0121
 PT0121  STATE/COUNTY-  SD/STANLEY
 PT0121  COUNTRY     -  US
 PT0121  USGS QUAD   -  PIERRE (2017)
 PT0121
 PT0121                         *CURRENT SURVEY CONTROL
 PT0121  ______________________________________________________________________
 PT0121* NAD 83(1986) POSITION- 44 19 28.     (N) 100 21 08.     (W)   SCALED
 PT0121* NAVD 88 ORTHO HEIGHT -   475.65  (meters)     1560.5   (feet) RESET
 PT0121  ______________________________________________________________________
 PT0121  GEOID HEIGHT    -        -23.600 (meters)                     GEOID18
 PT0121  VERT ORDER      -  THIRD
 PT0121
 PT0121.The horizontal coordinates were scaled from a map and have
 PT0121.an estimated accuracy of +/- 6 seconds.
 PT0121
 PT0121.The orthometric height was computed from unverified reset data.
 PT0121
 PT0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0121.GEOID18 height accuracy estimate available here.
 PT0121
 PT0121.Click photographs - Photos may exist for this station.
 PT0121
 PT0121;                    North         East    Units  Estimated Accuracy
 PT0121;SPC SD S     -   221,200.      598,490.      MT  (+/- 180 meters Scaled)
 PT0121
 PT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ921087(NAD 83)
 PT0121
 PT0121                          SUPERSEDED SURVEY CONTROL
 PT0121
 PT0121.No superseded survey control is available for this station.
 PT0121
 PT0121_MARKER: DB = BENCH MARK DISK
 PT0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0121_STAMPING: S 13 RESET 1935
 PT0121_MARK LOGO: CGS
 PT0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0121+STABILITY: SURFACE MOTION
 PT0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0121+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 PT0121
 PT0121  HISTORY     - Date     Condition        Report By
 PT0121  HISTORY     - 1936     MONUMENTED       SDHD
 PT0121  HISTORY     - 1940     GOOD             CGS
 PT0121  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0121  HISTORY     - 19861110 SEE DESCRIPTION  NGS
 PT0121
 PT0121                          STATION DESCRIPTION
 PT0121
 PT0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PT0121'2.5 MI S FROM FORT PIERRE.
 PT0121'A STANDARD DISK, STAMPED S 13 RESET 1935 AND SET IN THE TOP
 PT0121'OF A CONCRETE POST.  THIS BENCH MARK IS 48.6 FEET DUE EAST OF
 PT0121'THE ORIGINAL LOCATION OF BENCH MARK S 13 WHICH WAS DESCRIBED AS
 PT0121'FOLLOWS-- ABOUT 2.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE
 PT0121'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, ABOUT 229 FEET
 PT0121'SOUTHEAST OF A CONCRETE CULVERT, ABOUT 110 FEET WEST OF THE TOP
 PT0121'OF A HILL ON THE EAST SIDE OF THE HIGHWAY, 13 FEET NORTHEAST
 PT0121'OF THE CENTER LINE, 3 FEET WEST OF THE FENCE ALONG THE EAST
 PT0121'SIDE, AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- THIS
 PT0121'BENCH MARK WAS SET BY ENGINEERS OF THE STATE HIGHWAY COMMISSION
 PT0121'OF SOUTH DAKOTA IN JUNE 1936.  NOTE-- U.S. HIGHWAY 83 RELOCATED.
 PT0121
 PT0121                          STATION RECOVERY (1973)
 PT0121
 PT0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0121'MARK NOT FOUND.
 PT0121
 PT0121                          STATION RECOVERY (1986)
 PT0121
 PT0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0121'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0070 ***********************************************************************
 OT0070  DESIGNATION -  S 130
 OT0070  PID         -  OT0070
 OT0070  STATE/COUNTY-  SD/PENNINGTON
 OT0070  COUNTRY     -  US
 OT0070  USGS QUAD   -  WALL SW (2017)
 OT0070
 OT0070                         *CURRENT SURVEY CONTROL
 OT0070  ______________________________________________________________________
 OT0070* NAD 83(1986) POSITION- 43 48 04.     (N) 102 07 51.     (W)   SCALED
 OT0070* NAVD 88 ORTHO HEIGHT -   826.904 (meters)     2712.93  (feet) ADJUSTED
 OT0070  ______________________________________________________________________
 OT0070  GEOID HEIGHT    -        -19.418 (meters)                     GEOID18
 OT0070  DYNAMIC HEIGHT  -        826.632 (meters)     2712.04  (feet) COMP
 OT0070  MODELED GRAVITY -    980,262.7   (mgal)                       NAVD 88
 OT0070
 OT0070  VERT ORDER      -  SECOND    CLASS 0
 OT0070
 OT0070.The horizontal coordinates were scaled from a map and have
 OT0070.an estimated accuracy of +/- 6 seconds.
 OT0070
 OT0070.The orthometric height was determined by differential leveling and
 OT0070.adjusted by the NATIONAL GEODETIC SURVEY
 OT0070.in June 1991.
 OT0070
 OT0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0070.GEOID18 height accuracy estimate available here.
 OT0070
 OT0070.Click photographs - Photos may exist for this station.
 OT0070
 OT0070.The dynamic height is computed by dividing the NAVD 88
 OT0070.geopotential number by the normal gravity value computed on the
 OT0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0070.degrees latitude (g = 980.6199 gals.).
 OT0070
 OT0070.The modeled gravity was interpolated from observed gravity values.
 OT0070
 OT0070;                    North         East    Units  Estimated Accuracy
 OT0070;SPC SD S     -   164,620.      455,370.      MT  (+/- 180 meters Scaled)
 OT0070
 OT0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ308537(NAD 83)
 OT0070
 OT0070                          SUPERSEDED SURVEY CONTROL
 OT0070
 OT0070  NGVD 29 (??/??/92)  826.41   (m)         2711.3    (f) COMPUTED    2 0
 OT0070
 OT0070.Superseded values are not recommended for survey control.
 OT0070
 OT0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0070.See file dsdata.pdf to determine how the superseded data were derived.
 OT0070
 OT0070_MARKER: DB = BENCH MARK DISK
 OT0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0070_STAMPING: S 130 1934
 OT0070_MARK LOGO: CGS
 OT0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0070+STABILITY: SURFACE MOTION
 OT0070
 OT0070  HISTORY     - Date     Condition        Report By
 OT0070  HISTORY     - 1934     MONUMENTED       CGS
 OT0070  HISTORY     - 1958     MARK NOT FOUND   CGS
 OT0070  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0070
 OT0070                          STATION DESCRIPTION
 OT0070
 OT0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OT0070'14 MI NW FROM INTERIOR.
 OT0070'IN PENNINGTON COUNTY, ABOUT 14 MILES NORTHWEST ALONG THE ROAD
 OT0070'LEADING TO WALL FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0070'PACIFIC RAILROAD STATION AT INTERIOR, JACKSON COUNTY, 97
 OT0070'YARDS NORTH OF A CURB ALONG THE EDGE OF A CANYON SOUTH OF THE
 OT0070'ROAD, 60 YARDS NORTH OF A SIDE ROAD LEADING SOUTHWEST, AND 58
 OT0070'FEET NORTHEAST OF THE CENTERLINE OF THE WALL-INTERIOR ROAD.
 OT0070'A STANDARD DISK, STAMPED S 130 1934 AND SET IN THE TOP OF A
 OT0070'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OT0070
 OT0070                          STATION RECOVERY (1962)
 OT0070
 OT0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0628 ***********************************************************************
 PU0628  DESIGNATION -  S 131
 PU0628  PID         -  PU0628
 PU0628  STATE/COUNTY-  SD/PENNINGTON
 PU0628  COUNTRY     -  US
 PU0628  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU0628
 PU0628                         *CURRENT SURVEY CONTROL
 PU0628  ______________________________________________________________________
 PU0628* NAD 83(1986) POSITION- 44 05 45.     (N) 102 54 36.     (W)   SCALED
 PU0628* NAVD 88 ORTHO HEIGHT -   883.248 (meters)     2897.79  (feet) ADJUSTED
 PU0628  ______________________________________________________________________
 PU0628  GEOID HEIGHT    -        -17.258 (meters)                     GEOID18
 PU0628  DYNAMIC HEIGHT  -        882.964 (meters)     2896.86  (feet) COMP
 PU0628  MODELED GRAVITY -    980,267.9   (mgal)                       NAVD 88
 PU0628
 PU0628  VERT ORDER      -  SECOND    CLASS 0
 PU0628
 PU0628.The horizontal coordinates were scaled from a map and have
 PU0628.an estimated accuracy of +/- 6 seconds.
 PU0628
 PU0628.The orthometric height was determined by differential leveling and
 PU0628.adjusted by the NATIONAL GEODETIC SURVEY
 PU0628.in June 1991.
 PU0628
 PU0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0628.GEOID18 height accuracy estimate available here.
 PU0628
 PU0628.Click photographs - Photos may exist for this station.
 PU0628
 PU0628.The dynamic height is computed by dividing the NAVD 88
 PU0628.geopotential number by the normal gravity value computed on the
 PU0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0628.degrees latitude (g = 980.6199 gals.).
 PU0628
 PU0628.The modeled gravity was interpolated from observed gravity values.
 PU0628
 PU0628;                    North         East    Units  Estimated Accuracy
 PU0628;SPC SD S     -   199,000.      393,710.      MT  (+/- 180 meters Scaled)
 PU0628
 PU0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ672846(NAD 83)
 PU0628
 PU0628                          SUPERSEDED SURVEY CONTROL
 PU0628
 PU0628  NGVD 29 (??/??/92)  882.778  (m)         2896.25   (f) ADJ UNCH    2 0
 PU0628
 PU0628.Superseded values are not recommended for survey control.
 PU0628
 PU0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0628.See file dsdata.pdf to determine how the superseded data were derived.
 PU0628
 PU0628_MARKER: DB = BENCH MARK DISK
 PU0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0628_STAMPING: S 131 1934
 PU0628_MARK LOGO: CGS
 PU0628_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0628+STABILITY: SURFACE MOTION
 PU0628
 PU0628  HISTORY     - Date     Condition        Report By
 PU0628  HISTORY     - 1934     MONUMENTED       CGS
 PU0628
 PU0628                          STATION DESCRIPTION
 PU0628
 PU0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0628'3.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0628'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 0.25 MILE EAST
 PU0628'OF MILEPOST 633, 110 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 PU0628'OF A SECTION ROAD, 105 FEET SOUTH OF THE SOUTH RAIL, 33 FEET
 PU0628'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE ON THE
 PU0628'ROAD, 6 FEET WEST OF THE CORNER OF THE RIGHT-OF-WAY FENCE, 2 FEET
 PU0628'NORTH OF THE FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0628'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0378 ***********************************************************************
 OT0378  DESIGNATION -  S 133
 OT0378  PID         -  OT0378
 OT0378  STATE/COUNTY-  SD/FALL RIVER
 OT0378  COUNTRY     -  US
 OT0378  USGS QUAD   -  BUFFALO GAP (2017)
 OT0378
 OT0378                         *CURRENT SURVEY CONTROL
 OT0378  ______________________________________________________________________
 OT0378* NAD 83(1986) POSITION- 43 27 40.     (N) 103 18 20.     (W)   SCALED
 OT0378* NAVD 88 ORTHO HEIGHT -   964.215 (meters)     3163.43  (feet) ADJUSTED
 OT0378  ______________________________________________________________________
 OT0378  GEOID HEIGHT    -        -16.219 (meters)                     GEOID18
 OT0378  DYNAMIC HEIGHT  -        963.827 (meters)     3162.16  (feet) COMP
 OT0378  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 OT0378
 OT0378  VERT ORDER      -  SECOND    CLASS 0
 OT0378
 OT0378.The horizontal coordinates were scaled from a map and have
 OT0378.an estimated accuracy of +/- 6 seconds.
 OT0378
 OT0378.The orthometric height was determined by differential leveling and
 OT0378.adjusted by the NATIONAL GEODETIC SURVEY
 OT0378.in June 1991.
 OT0378
 OT0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0378.GEOID18 height accuracy estimate available here.
 OT0378
 OT0378.Click photographs - Photos may exist for this station.
 OT0378
 OT0378.The dynamic height is computed by dividing the NAVD 88
 OT0378.geopotential number by the normal gravity value computed on the
 OT0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0378.degrees latitude (g = 980.6199 gals.).
 OT0378
 OT0378.The modeled gravity was interpolated from observed gravity values.
 OT0378
 OT0378;                    North         East    Units  Estimated Accuracy
 OT0378;SPC SD S     -   129,590.      359,540.      MT  (+/- 180 meters Scaled)
 OT0378
 OT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ370134(NAD 83)
 OT0378
 OT0378                          SUPERSEDED SURVEY CONTROL
 OT0378
 OT0378  NGVD 29 (??/??/92)  963.741  (m)         3161.87   (f) ADJ UNCH    2 0
 OT0378
 OT0378.Superseded values are not recommended for survey control.
 OT0378
 OT0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0378.See file dsdata.pdf to determine how the superseded data were derived.
 OT0378
 OT0378_MARKER: DB = BENCH MARK DISK
 OT0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0378_STAMPING: S 133 1934
 OT0378_MARK LOGO: CGS
 OT0378_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0378+STABILITY: SURFACE MOTION
 OT0378
 OT0378  HISTORY     - Date     Condition        Report By
 OT0378  HISTORY     - 1934     MONUMENTED       CGS
 OT0378
 OT0378                          STATION DESCRIPTION
 OT0378
 OT0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0378'2.4 MI S FROM BUFFALO GAP.
 OT0378'IN FALL RIVER COUNTY, 2.4 MILES SOUTH ALONG THE CHICAGO AND
 OT0378'NORTH WESTERN RAILWAY FROM THE STATION AT BUFFALO GAP, CUSTER
 OT0378'COUNTY, AT A ROAD CROSSING 37 FEET SOUTH OF THE CENTERLINE OF
 OT0378'THE ROAD, 34.1 FEET WEST OF THE WEST RAIL OF A CATTLE GUARD,
 OT0378'AND 1.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OT0378'STAMPED S 133 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0378'2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0215 ***********************************************************************
 OT0215  DESIGNATION -  S 134
 OT0215  PID         -  OT0215
 OT0215  STATE/COUNTY-  SD/SHANNON
 OT0215  COUNTRY     -  US
 OT0215  USGS QUAD   -  MANDERSON SW (2017)
 OT0215
 OT0215                         *CURRENT SURVEY CONTROL
 OT0215  ______________________________________________________________________
 OT0215* NAD 83(1986) POSITION- 43 02 47.     (N) 102 25 03.     (W)   SCALED
 OT0215* NAVD 88 ORTHO HEIGHT -  1040.294 (meters)     3413.03  (feet) ADJUSTED
 OT0215  ______________________________________________________________________
 OT0215  GEOID HEIGHT    -        -18.318 (meters)                     GEOID18
 OT0215  DYNAMIC HEIGHT  -       1039.825 (meters)     3411.49  (feet) COMP
 OT0215  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 OT0215
 OT0215  VERT ORDER      -  SECOND    CLASS 0
 OT0215
 OT0215.The horizontal coordinates were scaled from a map and have
 OT0215.an estimated accuracy of +/- 6 seconds.
 OT0215
 OT0215.The orthometric height was determined by differential leveling and
 OT0215.adjusted by the NATIONAL GEODETIC SURVEY
 OT0215.in June 1991.
 OT0215
 OT0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0215.GEOID18 height accuracy estimate available here.
 OT0215
 OT0215.Click photographs - Photos may exist for this station.
 OT0215
 OT0215.The dynamic height is computed by dividing the NAVD 88
 OT0215.geopotential number by the normal gravity value computed on the
 OT0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0215.degrees latitude (g = 980.6199 gals.).
 OT0215
 OT0215.The modeled gravity was interpolated from observed gravity values.
 OT0215
 OT0215;                    North         East    Units  Estimated Accuracy
 OT0215;SPC SD S     -    81,350.      430,210.      MT  (+/- 180 meters Scaled)
 OT0215
 OT0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH103692(NAD 83)
 OT0215
 OT0215                          SUPERSEDED SURVEY CONTROL
 OT0215
 OT0215  NGVD 29 (??/??/92) 1039.788  (m)         3411.37   (f) ADJ UNCH    2 0
 OT0215
 OT0215.Superseded values are not recommended for survey control.
 OT0215
 OT0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0215.See file dsdata.pdf to determine how the superseded data were derived.
 OT0215
 OT0215_MARKER: DB = BENCH MARK DISK
 OT0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0215_STAMPING: S 134 1934
 OT0215_MARK LOGO: CGS
 OT0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0215+STABILITY: SURFACE MOTION
 OT0215
 OT0215  HISTORY     - Date     Condition        Report By
 OT0215  HISTORY     - 1934     MONUMENTED       CGS
 OT0215  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0215
 OT0215                          STATION DESCRIPTION
 OT0215
 OT0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0215'8 MI E FROM PINE RIDGE.
 OT0215'8 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE INDIAN AGENCY AT
 OT0215'PINE RIDGE, SHANNON COUNTY, 0.1 MILE SOUTH OF A SECTION CORNER,
 OT0215'140 YARDS SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST SECTION
 OT0215'ROAD, 34.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.6
 OT0215'FEET WEST OF A FENCE LINE PARALLELING THE HIGHWAY.  A STANDARD
 OT0215'DISK, STAMPED S 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0215'PROJECTING 4 INCHES ABOVE GROUND.
 OT0215
 OT0215                          STATION RECOVERY (1993)
 OT0215
 OT0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0422 ***********************************************************************
 OT0422  DESIGNATION -  S 135
 OT0422  PID         -  OT0422
 OT0422  STATE/COUNTY-  SD/FALL RIVER
 OT0422  COUNTRY     -  US
 OT0422  USGS QUAD   -  OELRICHS NE (2017)
 OT0422
 OT0422                         *CURRENT SURVEY CONTROL
 OT0422  ______________________________________________________________________
 OT0422* NAD 83(1986) POSITION- 43 12 58.     (N) 103 05 21.     (W)   SCALED
 OT0422* NAVD 88 ORTHO HEIGHT -   965.812 (meters)     3168.67  (feet) ADJUSTED
 OT0422  ______________________________________________________________________
 OT0422  GEOID HEIGHT    -        -17.283 (meters)                     GEOID18
 OT0422  DYNAMIC HEIGHT  -        965.401 (meters)     3167.32  (feet) COMP
 OT0422  MODELED GRAVITY -    980,161.9   (mgal)                       NAVD 88
 OT0422
 OT0422  VERT ORDER      -  SECOND    CLASS 0
 OT0422
 OT0422.The horizontal coordinates were scaled from a map and have
 OT0422.an estimated accuracy of +/- 6 seconds.
 OT0422
 OT0422.The orthometric height was determined by differential leveling and
 OT0422.adjusted by the NATIONAL GEODETIC SURVEY
 OT0422.in June 1991.
 OT0422
 OT0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0422.GEOID18 height accuracy estimate available here.
 OT0422
 OT0422.Click photographs - Photos may exist for this station.
 OT0422
 OT0422.The dynamic height is computed by dividing the NAVD 88
 OT0422.geopotential number by the normal gravity value computed on the
 OT0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0422.degrees latitude (g = 980.6199 gals.).
 OT0422
 OT0422.The modeled gravity was interpolated from observed gravity values.
 OT0422
 OT0422;                    North         East    Units  Estimated Accuracy
 OT0422;SPC SD S     -   101,780.      376,130.      MT  (+/- 180 meters Scaled)
 OT0422
 OT0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH552865(NAD 83)
 OT0422
 OT0422                          SUPERSEDED SURVEY CONTROL
 OT0422
 OT0422  NGVD 29 (??/??/92)  965.294  (m)         3166.97   (f) ADJ UNCH    2 0
 OT0422
 OT0422.Superseded values are not recommended for survey control.
 OT0422
 OT0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0422.See file dsdata.pdf to determine how the superseded data were derived.
 OT0422
 OT0422_MARKER: DB = BENCH MARK DISK
 OT0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0422_STAMPING: S 135 1934
 OT0422_MARK LOGO: CGS
 OT0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0422+STABILITY: SURFACE MOTION
 OT0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0422+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 OT0422
 OT0422  HISTORY     - Date     Condition        Report By
 OT0422  HISTORY     - 1934     MONUMENTED       CGS
 OT0422  HISTORY     - 19930919 GOOD             NGS
 OT0422
 OT0422                          STATION DESCRIPTION
 OT0422
 OT0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0422'8.4 MI E FROM OELRICHS.
 OT0422'8.4 MILES EAST ALONG STATE HIGHWAY 52 FROM THE CHICAGO AND
 OT0422'NORTH WESTERN RAILWAY STATION AT OELRICHS, FALL RIVER COUNTY,
 OT0422'0.5 MILE SOUTHWEST OF A SCHOOLHOUSE, 64 FEET NORTHEAST OF A
 OT0422'FARM DRIVE LEADING SOUTH TO AT FARMHOUSE, 32 FEET SOUTHEAST OF
 OT0422'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTHWEST OF A FENCE
 OT0422'LINE.  A STANDARD DISK, STAMPED S 135 1934 AND SET IN THE TOP
 OT0422'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OT0422
 OT0422                          STATION RECOVERY (1993)
 OT0422
 OT0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0422'8.8 KM (5.45 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OT0422'U.S. HIGHWAY 385 IN OELRICHS, THENCE 5.4 KM (3.35 MI) NORTH AND EAST
 OT0422'ALONG A DIRT ROAD, 28.1 M (92.2 FT) NORTHWEST OF A UTILITY LINE
 OT0422'CROSSING THE ROAD, 17.5 M (57.4 FT) SOUTHWEST OF THE ROAD CENTER, 5.2
 OT0422'M (17.1 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO A
 OT0422'HOUSE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND THE
 OT0422'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0171 ***********************************************************************
 OS0171  DESIGNATION -  S 136
 OS0171  PID         -  OS0171
 OS0171  STATE/COUNTY-  SD/TODD
 OS0171  COUNTRY     -  US
 OS0171  USGS QUAD   -  SOLDIER CREEK (2017)
 OS0171
 OS0171                         *CURRENT SURVEY CONTROL
 OS0171  ______________________________________________________________________
 OS0171* NAD 83(1986) POSITION- 43 17 36.     (N) 100 58 47.     (W)   SCALED
 OS0171* NAVD 88 ORTHO HEIGHT -   834.933 (meters)     2739.28  (feet) ADJUSTED
 OS0171  ______________________________________________________________________
 OS0171  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 OS0171  DYNAMIC HEIGHT  -        834.605 (meters)     2738.20  (feet) COMP
 OS0171  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 OS0171
 OS0171  VERT ORDER      -  SECOND    CLASS 0
 OS0171
 OS0171.The horizontal coordinates were scaled from a map and have
 OS0171.an estimated accuracy of +/- 6 seconds.
 OS0171
 OS0171.The orthometric height was determined by differential leveling and
 OS0171.adjusted by the NATIONAL GEODETIC SURVEY
 OS0171.in June 1991.
 OS0171
 OS0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0171.GEOID18 height accuracy estimate available here.
 OS0171
 OS0171.Click photographs - Photos may exist for this station.
 OS0171
 OS0171.The dynamic height is computed by dividing the NAVD 88
 OS0171.geopotential number by the normal gravity value computed on the
 OS0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0171.degrees latitude (g = 980.6199 gals.).
 OS0171
 OS0171.The modeled gravity was interpolated from observed gravity values.
 OS0171
 OS0171;                    North         East    Units  Estimated Accuracy
 OS0171;SPC SD S     -   106,850.      547,550.      MT  (+/- 180 meters Scaled)
 OS0171
 OS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN394952(NAD 83)
 OS0171
 OS0171                          SUPERSEDED SURVEY CONTROL
 OS0171
 OS0171  NGVD 29 (??/??/92)  834.528  (m)         2737.95   (f) ADJ UNCH    2 0
 OS0171
 OS0171.Superseded values are not recommended for survey control.
 OS0171
 OS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0171.See file dsdata.pdf to determine how the superseded data were derived.
 OS0171
 OS0171_MARKER: DB = BENCH MARK DISK
 OS0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0171_STAMPING: S 136 1934
 OS0171_MARK LOGO: CGS
 OS0171_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0171+STABILITY: SURFACE MOTION
 OS0171
 OS0171  HISTORY     - Date     Condition        Report By
 OS0171  HISTORY     - 1934     MONUMENTED       CGS
 OS0171
 OS0171                          STATION DESCRIPTION
 OS0171
 OS0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0171'3.4 MI E FROM PARMELEE.
 OS0171'ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE POST
 OS0171'OFFICE AT PARMELEE, TODD COUNTY, 35 FEET NORTH OF THE CENTER
 OS0171'LINE OF THE HIGHWAY, 17 FEET EAST OF THE CENTER LINE OF A
 OS0171'SIDE ROAD, 9 FEET EAST OF A CORNER FENCE POST, AND 1.8 FEET
 OS0171'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED S 136 1934 AND
 OS0171'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 OS0171'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0048 ***********************************************************************
 OS0048  DESIGNATION -  S 137
 OS0048  PID         -  OS0048
 OS0048  STATE/COUNTY-  SD/MELLETTE
 OS0048  COUNTRY     -  US
 OS0048  USGS QUAD   -  MOSHER (2017)
 OS0048
 OS0048                         *CURRENT SURVEY CONTROL
 OS0048  ______________________________________________________________________
 OS0048* NAD 83(1986) POSITION- 43 28 07.     (N) 100 17 13.     (W)   SCALED
 OS0048* NAVD 88 ORTHO HEIGHT -   624.472 (meters)     2048.79  (feet) ADJUSTED
 OS0048  ______________________________________________________________________
 OS0048  GEOID HEIGHT    -        -24.731 (meters)                     GEOID18
 OS0048  DYNAMIC HEIGHT  -        624.250 (meters)     2048.06  (feet) COMP
 OS0048  MODELED GRAVITY -    980,245.4   (mgal)                       NAVD 88
 OS0048
 OS0048  VERT ORDER      -  SECOND    CLASS 0
 OS0048
 OS0048.The horizontal coordinates were scaled from a map and have
 OS0048.an estimated accuracy of +/- 6 seconds.
 OS0048
 OS0048.The orthometric height was determined by differential leveling and
 OS0048.adjusted by the NATIONAL GEODETIC SURVEY
 OS0048.in June 1991.
 OS0048
 OS0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0048.GEOID18 height accuracy estimate available here.
 OS0048
 OS0048.Click photographs - Photos may exist for this station.
 OS0048
 OS0048.The dynamic height is computed by dividing the NAVD 88
 OS0048.geopotential number by the normal gravity value computed on the
 OS0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0048.degrees latitude (g = 980.6199 gals.).
 OS0048
 OS0048.The modeled gravity was interpolated from observed gravity values.
 OS0048
 OS0048;                    North         East    Units  Estimated Accuracy
 OS0048;SPC SD S     -   126,120.      603,750.      MT  (+/- 180 meters Scaled)
 OS0048
 OS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP959136(NAD 83)
 OS0048
 OS0048                          SUPERSEDED SURVEY CONTROL
 OS0048
 OS0048  NGVD 29 (??/??/92)  624.082  (m)         2047.51   (f) ADJ UNCH    2 0
 OS0048
 OS0048.Superseded values are not recommended for survey control.
 OS0048
 OS0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0048.See file dsdata.pdf to determine how the superseded data were derived.
 OS0048
 OS0048_MARKER: DB = BENCH MARK DISK
 OS0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0048_STAMPING: S 137 1934
 OS0048_MARK LOGO: CGS
 OS0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0048+STABILITY: SURFACE MOTION
 OS0048
 OS0048  HISTORY     - Date     Condition        Report By
 OS0048  HISTORY     - 1934     MONUMENTED       CGS
 OS0048  HISTORY     - 1978     MARK NOT FOUND   USGS
 OS0048
 OS0048                          STATION DESCRIPTION
 OS0048
 OS0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0048'0.6 MI SE FROM MOSHER.
 OS0048'LOCATED 0.6 OF MILE SOUTHEAST OF STATION ALONG CHICAGO AND
 OS0048'NORTH WESTERN RY AT MOSHER, 11.1 MILES WEST OF STATION AT WITTEN,
 OS0048'36.4 FEET NORTH OF NORTH RAIL OF TRACK, 30 FEET EAST OF CENTERLINE
 OS0048'OF A FIELD ROAD CROSSING THE TRACK, 14 FEET EAST OF 9TH TELEGRAPH
 OS0048'POLE WEST OF M.P. 198, 11.5 FEET SOUTH OF R/W FENCE.  STANDARD
 OS0048'TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH, STAMPED S 137
 OS0048'1934.
 OS0048
 OS0048                          STATION RECOVERY (1978)
 OS0048
 OS0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OS0048'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0955 ***********************************************************************
 OR0955  DESIGNATION -  S 138 RESET
 OR0955  PID         -  OR0955
 OR0955  STATE/COUNTY-  SD/TRIPP
 OR0955  COUNTRY     -  US
 OR0955  USGS QUAD   -  DALLAS (2017)
 OR0955
 OR0955                         *CURRENT SURVEY CONTROL
 OR0955  ______________________________________________________________________
 OR0955* NAD 83(1986) POSITION- 43 14 08.     (N) 099 36 25.     (W)   SCALED
 OR0955* NAVD 88 ORTHO HEIGHT -   668.305 (meters)     2192.60  (feet) ADJUSTED
 OR0955  ______________________________________________________________________
 OR0955  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 OR0955  DYNAMIC HEIGHT  -        668.051 (meters)     2191.76  (feet) COMP
 OR0955  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 OR0955
 OR0955  VERT ORDER      -  FIRST     CLASS II
 OR0955
 OR0955.The horizontal coordinates were scaled from a map and have
 OR0955.an estimated accuracy of +/- 6 seconds.
 OR0955
 OR0955.The orthometric height was determined by differential leveling and
 OR0955.adjusted by the NATIONAL GEODETIC SURVEY
 OR0955.in June 1994.
 OR0955
 OR0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0955.GEOID18 height accuracy estimate available here.
 OR0955
 OR0955.Click photographs - Photos may exist for this station.
 OR0955
 OR0955.The dynamic height is computed by dividing the NAVD 88
 OR0955.geopotential number by the normal gravity value computed on the
 OR0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0955.degrees latitude (g = 980.6199 gals.).
 OR0955
 OR0955.The modeled gravity was interpolated from observed gravity values.
 OR0955
 OR0955;                    North         East    Units  Estimated Accuracy
 OR0955;SPC SD S     -   100,490.      659,000.      MT  (+/- 180 meters Scaled)
 OR0955
 OR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN507871(NAD 83)
 OR0955
 OR0955                          SUPERSEDED SURVEY CONTROL
 OR0955
 OR0955  NGVD 29 (04/17/07)  667.94   (m)         2191.4    (f) RESET       3  
 OR0955
 OR0955.Superseded values are not recommended for survey control.
 OR0955
 OR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0955.See file dsdata.pdf to determine how the superseded data were derived.
 OR0955
 OR0955_MARKER: DV = VERTICAL CONTROL DISK
 OR0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0955_STAMPING: S 138 RESET 1985
 OR0955_MARK LOGO: NGS
 OR0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0955+STABILITY: SURFACE MOTION
 OR0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0955+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2012
 OR0955
 OR0955  HISTORY     - Date     Condition        Report By
 OR0955  HISTORY     - 1985     MONUMENTED       NGS
 OR0955  HISTORY     - 19930919 GOOD             NGS
 OR0955  HISTORY     - 20121215 GOOD             INDIV
 OR0955
 OR0955                          STATION DESCRIPTION
 OR0955
 OR0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OR0955'9.9 KM (6.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION
 OR0955'WITH U.S. HIGHWAY 183 IN COLOME, 30.3 METER (99.5 FT) NORTH FROM
 OR0955'THE CENTERING OF 18, 0.75 METER (2.5 FT) SOUTH FROM A POWER POLE
 OR0955'AND 0.3 METER (1 FT) WEST FROM A WITNESS POST.
 OR0955
 OR0955                          STATION RECOVERY (1993)
 OR0955
 OR0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0955'15.2 KM (9.45 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OR0955'OF STATE HIGHWAY 47 IN GREGORY, 298.0 M (977.7 FT) EAST OF MILEPOST
 OR0955'269, 30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.5 M (41.0
 OR0955'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) SOUTH OF A
 OR0955'UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OR0955'(1.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST,
 OR0955'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OR0955
 OR0955                          STATION RECOVERY (2012)
 OR0955
 OR0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0068 ***********************************************************************
 OS0068  DESIGNATION -  S 139 RESET
 OS0068  PID         -  OS0068
 OS0068  STATE/COUNTY-  SD/TRIPP
 OS0068  COUNTRY     -  US
 OS0068  USGS QUAD   -  WITTEN (2017)
 OS0068
 OS0068                         *CURRENT SURVEY CONTROL
 OS0068  ______________________________________________________________________
 OS0068* NAD 83(1986) POSITION- 43 27 31.     (N) 100 01 39.     (W)   SCALED
 OS0068* NAVD 88 ORTHO HEIGHT -   610.477 (meters)     2002.87  (feet) ADJUSTED
 OS0068  ______________________________________________________________________
 OS0068  GEOID HEIGHT    -        -25.265 (meters)                     GEOID18
 OS0068  DYNAMIC HEIGHT  -        610.262 (meters)     2002.17  (feet) COMP
 OS0068  MODELED GRAVITY -    980,249.1   (mgal)                       NAVD 88
 OS0068
 OS0068  VERT ORDER      -  SECOND    CLASS 0
 OS0068
 OS0068.The horizontal coordinates were scaled from a map and have
 OS0068.an estimated accuracy of +/- 6 seconds.
 OS0068
 OS0068.The orthometric height was determined by differential leveling and
 OS0068.adjusted by the NATIONAL GEODETIC SURVEY
 OS0068.in June 1991.
 OS0068
 OS0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0068.GEOID18 height accuracy estimate available here.
 OS0068
 OS0068.Click photographs - Photos may exist for this station.
 OS0068
 OS0068.The dynamic height is computed by dividing the NAVD 88
 OS0068.geopotential number by the normal gravity value computed on the
 OS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0068.degrees latitude (g = 980.6199 gals.).
 OS0068
 OS0068.The modeled gravity was interpolated from observed gravity values.
 OS0068
 OS0068;                    North         East    Units  Estimated Accuracy
 OS0068;SPC SD S     -   125,050.      624,750.      MT  (+/- 180 meters Scaled)
 OS0068
 OS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP168122(NAD 83)
 OS0068
 OS0068                          SUPERSEDED SURVEY CONTROL
 OS0068
 OS0068  NGVD 29 (??/??/92)  610.107  (m)         2001.66   (f) ADJ UNCH    2 0
 OS0068
 OS0068.Superseded values are not recommended for survey control.
 OS0068
 OS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0068.See file dsdata.pdf to determine how the superseded data were derived.
 OS0068
 OS0068_MARKER: DB = BENCH MARK DISK
 OS0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0068_STAMPING: S 139 RESET 1940
 OS0068_MARK LOGO: CGS
 OS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0068+STABILITY: SURFACE MOTION
 OS0068
 OS0068  HISTORY     - Date     Condition        Report By
 OS0068  HISTORY     - 1940     MONUMENTED       CGS
 OS0068  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0068
 OS0068                          STATION DESCRIPTION
 OS0068
 OS0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0068'14 MI NW FROM WINNER.
 OS0068'14 MILES NORTH-WEST OF THE COUNTY COURT HOUSE AT WINNER, 3.3
 OS0068'MILES NORTH OF THE CROSSING OF THE C. AND N. W. RY. AND U.S.
 OS0068'HIGHWAY 83, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 40
 OS0068'FEET SOUTH OF THE CENTER-LINE OF EAST-WEST SECTION-LINE ROAD,
 OS0068'3 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF FENCE LINE,
 OS0068'0.5 FOOT WEST OF A WHITE MARKER STENCILED U.S.B.M.  STANDARD
 OS0068'DISK STAMPED S-139 1934, RESET 1940.
 OS0068
 OS0068                          STATION RECOVERY (1977)
 OS0068
 OS0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0002 ***********************************************************************
 PT0002  DESIGNATION -  S 14
 PT0002  PID         -  PT0002
 PT0002  STATE/COUNTY-  SD/SULLY
 PT0002  COUNTRY     -  US
 PT0002  USGS QUAD   -  ONIDA SE (2017)
 PT0002
 PT0002                         *CURRENT SURVEY CONTROL
 PT0002  ______________________________________________________________________
 PT0002* NAD 83(1986) POSITION- 44 34 37.     (N) 100 02 09.     (W)   SCALED
 PT0002* NAVD 88 ORTHO HEIGHT -   529.686 (meters)     1737.81  (feet) ADJUSTED
 PT0002  ______________________________________________________________________
 PT0002  GEOID HEIGHT    -        -23.319 (meters)                     GEOID18
 PT0002  DYNAMIC HEIGHT  -        529.587 (meters)     1737.49  (feet) COMP
 PT0002  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 PT0002
 PT0002  VERT ORDER      -  FIRST     CLASS II
 PT0002
 PT0002.The horizontal coordinates were scaled from a map and have
 PT0002.an estimated accuracy of +/- 6 seconds.
 PT0002
 PT0002.The orthometric height was determined by differential leveling and
 PT0002.adjusted by the NATIONAL GEODETIC SURVEY
 PT0002.in June 1991.
 PT0002
 PT0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0002.GEOID18 height accuracy estimate available here.
 PT0002
 PT0002.Click photographs - Photos may exist for this station.
 PT0002
 PT0002.The dynamic height is computed by dividing the NAVD 88
 PT0002.geopotential number by the normal gravity value computed on the
 PT0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0002.degrees latitude (g = 980.6199 gals.).
 PT0002
 PT0002.The modeled gravity was interpolated from observed gravity values.
 PT0002
 PT0002;                    North         East    Units  Estimated Accuracy
 PT0002;SPC SD N     -    82,630.      597,150.      MT  (+/- 180 meters Scaled)
 PT0002
 PT0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ177364(NAD 83)
 PT0002
 PT0002                          SUPERSEDED SURVEY CONTROL
 PT0002
 PT0002  NGVD 29 (??/??/92)  529.327  (m)         1736.63   (f) ADJ UNCH    1 2
 PT0002
 PT0002.Superseded values are not recommended for survey control.
 PT0002
 PT0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0002.See file dsdata.pdf to determine how the superseded data were derived.
 PT0002
 PT0002_MARKER: DB = BENCH MARK DISK
 PT0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0002_STAMPING: 1736.634 S 14 1926
 PT0002_MARK LOGO: CGS
 PT0002_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0002+STABILITY: SURFACE MOTION
 PT0002
 PT0002  HISTORY     - Date     Condition        Report By
 PT0002  HISTORY     - 1926     MONUMENTED       CGS
 PT0002  HISTORY     - 1941     GOOD             CGS
 PT0002
 PT0002                          STATION DESCRIPTION
 PT0002
 PT0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0002'9.5 MI S FROM ONIDA.
 PT0002'9.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0002'FROM ONIDA, SULLY COUNTY, ABOUT 260 YARDS EAST OF A FARMHOUSE,
 PT0002'AT A SECTION-LINE ROAD CROSSING, 34 FEET SOUTH OF THE CENTER
 PT0002'LINE OF THE ROAD, 15.5 FEET EAST OF THE CENTER LINE OF THE
 PT0002'TRACK, 16.5 FEET SOUTH OF THE CROSSING SIGN, AND 5 FEET SOUTH
 PT0002'OF THE FENCE ALONG THE SOUTH SIDE OF THE SECTION-LINE ROAD.
 PT0002'A STANDARD DISK, STAMPED 1736.634 S 14 1926 AND SET IN THE
 PT0002'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PT0002
 PT0002                          STATION RECOVERY (1941)
 PT0002
 PT0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PT0002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0457 ***********************************************************************
 OR0457  DESIGNATION -  S 140
 OR0457  PID         -  OR0457
 OR0457  STATE/COUNTY-  SD/LYMAN
 OR0457  COUNTRY     -  US
 OR0457  USGS QUAD   -  IONA NW (2017)
 OR0457
 OR0457                         *CURRENT SURVEY CONTROL
 OR0457  ______________________________________________________________________
 OR0457* NAD 83(1986) POSITION- 43 43 52.96   (N) 099 28 51.66   (W)   HD_HELD1
 OR0457* NAVD 88 ORTHO HEIGHT -   412.754 (meters)     1354.18  (feet) ADJUSTED
 OR0457  ______________________________________________________________________
 OR0457  GEOID HEIGHT    -        -25.869 (meters)                     GEOID18
 OR0457  DYNAMIC HEIGHT  -        412.631 (meters)     1353.77  (feet) COMP
 OR0457  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 OR0457
 OR0457  VERT ORDER      -  SECOND    CLASS 0
 OR0457
 OR0457.The horizontal coordinates were determined by differentially corrected
 OR0457.hand held GPS observations or other comparable positioning techniques
 OR0457.and have an estimated accuracy of +/- 3 meters.
 OR0457
 OR0457.The orthometric height was determined by differential leveling and
 OR0457.adjusted by the NATIONAL GEODETIC SURVEY
 OR0457.in June 1991.
 OR0457
 OR0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0457.GEOID18 height accuracy estimate available here.
 OR0457
 OR0457.Click photographs - Photos may exist for this station.
 OR0457
 OR0457.The dynamic height is computed by dividing the NAVD 88
 OR0457.geopotential number by the normal gravity value computed on the
 OR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0457.degrees latitude (g = 980.6199 gals.).
 OR0457
 OR0457.The modeled gravity was interpolated from observed gravity values.
 OR0457
 OR0457;                    North         East    Units  Estimated Accuracy
 OR0457;SPC SD S     -   155,663.2     668,661.3     MT  (+/- 3 meters HH1 GPS) 
 OR0457
 OR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6126142150(NAD 83)
 OR0457
 OR0457                          SUPERSEDED SURVEY CONTROL
 OR0457
 OR0457  NGVD 29 (??/??/92)  412.418  (m)         1353.07   (f) ADJ UNCH    2 0
 OR0457
 OR0457.Superseded values are not recommended for survey control.
 OR0457
 OR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0457.See file dsdata.pdf to determine how the superseded data were derived.
 OR0457
 OR0457_MARKER: DB = BENCH MARK DISK
 OR0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0457_STAMPING: S 140 1934
 OR0457_MARK LOGO: CGS
 OR0457_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0457+STABILITY: SURFACE MOTION
 OR0457
 OR0457  HISTORY     - Date     Condition        Report By
 OR0457  HISTORY     - 1934     MONUMENTED       CGS
 OR0457  HISTORY     - 1945     GOOD             CGS
 OR0457
 OR0457                          STATION DESCRIPTION
 OR0457
 OR0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0457'0.8 MI W FROM OACOMA.
 OR0457'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0457'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0457'AT OACOMA, LYMAN COUNTY, 8.8 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0457'47, 170 YARDS NORTH OF THE NORTH END OF THE WHITE RIVER BRIDGE,
 OR0457'87 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 92 FEET
 OR0457'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1-1/2 FEET EAST
 OR0457'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 OR0457'STANDARD DISK, STAMPED S 140 1934 AND SET IN THE TOP OF A CONCRETE
 OR0457'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0735 ***********************************************************************
 OR0735  DESIGNATION -  S 141 RESET
 OR0735  PID         -  OR0735
 OR0735  STATE/COUNTY-  SD/TRIPP
 OR0735  COUNTRY     -  US
 OR0735  USGS QUAD   -  DALLAS NW (2017)
 OR0735
 OR0735                         *CURRENT SURVEY CONTROL
 OR0735  ______________________________________________________________________
 OR0735* NAD 83(1986) POSITION- 43 11 00.     (N) 099 42 42.     (W)   SCALED
 OR0735* NAVD 88 ORTHO HEIGHT -   693.22  (+/-2cm)     2274.3   (feet) VERTCON3
 OR0735  ______________________________________________________________________
 OR0735  GEOID HEIGHT    -        -24.967 (meters)                     GEOID18
 OR0735  VERT ORDER      -  THIRD (See Below)
 OR0735
 OR0735.The horizontal coordinates were scaled from a map and have
 OR0735.an estimated accuracy of +/- 6 seconds.
 OR0735
 OR0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0735
 OR0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0735.GEOID18 height accuracy estimate available here.
 OR0735
 OR0735.The vertical order pertains to the NGVD 29 superseded value.
 OR0735
 OR0735.Click photographs - Photos may exist for this station.
 OR0735
 OR0735;                    North         East    Units  Estimated Accuracy
 OR0735;SPC SD S     -    94,620.      650,540.      MT  (+/- 180 meters Scaled)
 OR0735
 OR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN421814(NAD 83)
 OR0735
 OR0735                          SUPERSEDED SURVEY CONTROL
 OR0735
 OR0735  NGVD 29 (??/??/??)  692.86   (m)         2273.2    (f) RESET       3  
 OR0735
 OR0735.Superseded values are not recommended for survey control.
 OR0735
 OR0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0735.See file dsdata.pdf to determine how the superseded data were derived.
 OR0735
 OR0735_MARKER: DB = BENCH MARK DISK
 OR0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0735_STAMPING: S 141 RESET 1948
 OR0735_MARK LOGO: CGS
 OR0735_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0735+STABILITY: SURFACE MOTION
 OR0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0735+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1988
 OR0735
 OR0735  HISTORY     - Date     Condition        Report By
 OR0735  HISTORY     - 1948     MONUMENTED       SDHD
 OR0735  HISTORY     - 19880708 GOOD             NGS
 OR0735  HISTORY     - 19950101 GOOD             SDDENR
 OR0735
 OR0735                          STATION DESCRIPTION
 OR0735
 OR0735'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 OR0735'5.5 MI S FROM COLOME.
 OR0735'5.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE CHICAGO AND
 OR0735'NORTH WESTERN RAILWAY STATION AT COLOME, 100 FEET LEFT OF
 OR0735'HIGHWAY STATION 283 AND 38, AND 137 FEET DUE EAST OF THE
 OR0735'LOCATION OF THE ORIGINAL MARK.  A STANDARD DISK, STAMPED S 141
 OR0735'RESET 1948.
 OR0735
 OR0735                          STATION RECOVERY (1988)
 OR0735
 OR0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0735'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 OR0735'8.7 KM (5.40 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0735'WITH U.S. HIGHWAY 18 IN COLOME, 30.78 METERS (101 FT) EAST FROM THE
 OR0735'CENTER OF 183, 11.3 METERS (37 FT) SOUTH FROM THE CENTER OF A COUNTY
 OR0735'ROAD, 10.4 (34 FT) WEST SOUTHWEST FROM A FENCE CORNER, 1.8 METER
 OR0735'THAT PROJECTS 15 CM.
 OR0735
 OR0735                          STATION RECOVERY (1995)
 OR0735
 OR0735'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 OR0735'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0100 ***********************************************************************
 OR0100  DESIGNATION -  S 142
 OR0100  PID         -  OR0100
 OR0100  STATE/COUNTY-  SD/CHARLES MIX
 OR0100  COUNTRY     -  US
 OR0100  USGS QUAD   -  RAVINIA (2017)
 OR0100
 OR0100                         *CURRENT SURVEY CONTROL
 OR0100  ______________________________________________________________________
 OR0100* NAD 83(1986) POSITION- 43 07 44.     (N) 098 24 55.     (W)   SCALED
 OR0100* NAVD 88 ORTHO HEIGHT -   454.842 (meters)     1492.26  (feet) ADJUSTED
 OR0100  ______________________________________________________________________
 OR0100  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 OR0100  DYNAMIC HEIGHT  -        454.691 (meters)     1491.77  (feet) COMP
 OR0100  MODELED GRAVITY -    980,274.7   (mgal)                       NAVD 88
 OR0100
 OR0100  VERT ORDER      -  SECOND    CLASS 0
 OR0100
 OR0100.The horizontal coordinates were scaled from a map and have
 OR0100.an estimated accuracy of +/- 6 seconds.
 OR0100
 OR0100.The orthometric height was determined by differential leveling and
 OR0100.adjusted by the NATIONAL GEODETIC SURVEY
 OR0100.in June 1991.
 OR0100
 OR0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0100.GEOID18 height accuracy estimate available here.
 OR0100
 OR0100.Click photographs - Photos may exist for this station.
 OR0100
 OR0100.The dynamic height is computed by dividing the NAVD 88
 OR0100.geopotential number by the normal gravity value computed on the
 OR0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0100.degrees latitude (g = 980.6199 gals.).
 OR0100
 OR0100.The modeled gravity was interpolated from observed gravity values.
 OR0100
 OR0100;                    North         East    Units  Estimated Accuracy
 OR0100;SPC SD S     -    90,180.      756,050.      MT  (+/- 180 meters Scaled)
 OR0100
 OR0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN475752(NAD 83)
 OR0100
 OR0100                          SUPERSEDED SURVEY CONTROL
 OR0100
 OR0100  NGVD 29 (??/??/92)  454.542  (m)         1491.28   (f) ADJ UNCH    2 0
 OR0100
 OR0100.Superseded values are not recommended for survey control.
 OR0100
 OR0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0100.See file dsdata.pdf to determine how the superseded data were derived.
 OR0100
 OR0100_MARKER: DB = BENCH MARK DISK
 OR0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0100_STAMPING: S 142 1934
 OR0100_MARK LOGO: CGS
 OR0100_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0100+STABILITY: SURFACE MOTION
 OR0100
 OR0100  HISTORY     - Date     Condition        Report By
 OR0100  HISTORY     - 1934     MONUMENTED       CGS
 OR0100  HISTORY     - 1940     GOOD             CGS
 OR0100
 OR0100                          STATION DESCRIPTION
 OR0100
 OR0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0100'0.7 MI SE FROM RAVINIA.
 OR0100'0.7 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0100'PACIFIC RAILROAD FROM THE STATION AT RAVINIA, CHARLES MIX COUNTY,
 OR0100'20.2 FEET EAST OF THE SECOND POLE WEST OF MILEPOST 53, 38 FEET
 OR0100'SOUTHWEST OF THE SOUTHWEST RAIL, AND 0.5 FOOT WEST OF A WHITE
 OR0100'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 142 1934 AND
 OR0100'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OR0100
 OR0100                          STATION RECOVERY (1940)
 OR0100
 OR0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0070 ***********************************************************************
 OR0070  DESIGNATION -  S 143
 OR0070  PID         -  OR0070
 OR0070  STATE/COUNTY-  SD/CHARLES MIX
 OR0070  COUNTRY     -  US
 OR0070  USGS QUAD   -  WAGNER NE (2017)
 OR0070
 OR0070                         *CURRENT SURVEY CONTROL
 OR0070  ______________________________________________________________________
 OR0070* NAD 83(1986) POSITION- 43 12 46.     (N) 098 20 51.     (W)   SCALED
 OR0070* NAVD 88 ORTHO HEIGHT -   435.461 (meters)     1428.68  (feet) ADJUSTED
 OR0070  ______________________________________________________________________
 OR0070  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 OR0070  DYNAMIC HEIGHT  -        435.318 (meters)     1428.21  (feet) COMP
 OR0070  MODELED GRAVITY -    980,279.6   (mgal)                       NAVD 88
 OR0070
 OR0070  VERT ORDER      -  SECOND    CLASS 0
 OR0070
 OR0070.The horizontal coordinates were scaled from a map and have
 OR0070.an estimated accuracy of +/- 6 seconds.
 OR0070
 OR0070.The orthometric height was determined by differential leveling and
 OR0070.adjusted by the NATIONAL GEODETIC SURVEY
 OR0070.in June 1991.
 OR0070
 OR0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0070.GEOID18 height accuracy estimate available here.
 OR0070
 OR0070.Click photographs - Photos may exist for this station.
 OR0070
 OR0070.The dynamic height is computed by dividing the NAVD 88
 OR0070.geopotential number by the normal gravity value computed on the
 OR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0070.degrees latitude (g = 980.6199 gals.).
 OR0070
 OR0070.The modeled gravity was interpolated from observed gravity values.
 OR0070
 OR0070;                    North         East    Units  Estimated Accuracy
 OR0070;SPC SD S     -    99,630.      761,340.      MT  (+/- 180 meters Scaled)
 OR0070
 OR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN530846(NAD 83)
 OR0070
 OR0070                          SUPERSEDED SURVEY CONTROL
 OR0070
 OR0070  NGVD 29 (??/??/92)  435.160  (m)         1427.69   (f) ADJ UNCH    2 0
 OR0070
 OR0070.Superseded values are not recommended for survey control.
 OR0070
 OR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0070.See file dsdata.pdf to determine how the superseded data were derived.
 OR0070
 OR0070_MARKER: DB = BENCH MARK DISK
 OR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0070_STAMPING: S 143 1934
 OR0070_MARK LOGO: CGS
 OR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0070+STABILITY: SURFACE MOTION
 OR0070
 OR0070  HISTORY     - Date     Condition        Report By
 OR0070  HISTORY     - 1934     MONUMENTED       CGS
 OR0070  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0070
 OR0070                          STATION DESCRIPTION
 OR0070
 OR0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0070'3.4 MI S FROM ARMOUR.
 OR0070'IN CHARLES MIX COUNTY, ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY
 OR0070'41 FROM THE COUNTY COURTHOUSE AT ARMOUR, DOUGLAS COUNTY, THENCE
 OR0070'ABOUT 4.0 MILES SOUTH ALONG U.S. HIGHWAY 18, 36 FEET NORTH OF
 OR0070'THE CENTER LINE OF A SECTION CROSS ROAD, 37 FEET WEST OF THE
 OR0070'HIGHWAY, AND 5 FEET WEST OF A FENCE CORNER.  A STANDARD DISK,
 OR0070'STAMPED S 143 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0070'PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 OR0070
 OR0070                          STATION RECOVERY (1963)
 OR0070
 OR0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0084 ***********************************************************************
 OR0084  DESIGNATION -  S 144
 OR0084  PID         -  OR0084
 OR0084  STATE/COUNTY-  SD/DOUGLAS
 OR0084  COUNTRY     -  US
 OR0084  USGS QUAD   -  ARMOUR (2017)
 OR0084
 OR0084                         *CURRENT SURVEY CONTROL
 OR0084  ______________________________________________________________________
 OR0084* NAD 83(1986) POSITION- 43 18 39.     (N) 098 19 31.     (W)   SCALED
 OR0084* NAVD 88 ORTHO HEIGHT -   458.212 (meters)     1503.32  (feet) ADJUSTED
 OR0084  ______________________________________________________________________
 OR0084  GEOID HEIGHT    -        -26.635 (meters)                     GEOID18
 OR0084  DYNAMIC HEIGHT  -        458.066 (meters)     1502.84  (feet) COMP
 OR0084  MODELED GRAVITY -    980,288.1   (mgal)                       NAVD 88
 OR0084
 OR0084  VERT ORDER      -  SECOND    CLASS 0
 OR0084
 OR0084.The horizontal coordinates were scaled from a map and have
 OR0084.an estimated accuracy of +/- 6 seconds.
 OR0084
 OR0084.The orthometric height was determined by differential leveling and
 OR0084.adjusted by the NATIONAL GEODETIC SURVEY
 OR0084.in June 1991.
 OR0084
 OR0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0084.GEOID18 height accuracy estimate available here.
 OR0084
 OR0084.Click photographs - Photos may exist for this station.
 OR0084
 OR0084.The dynamic height is computed by dividing the NAVD 88
 OR0084.geopotential number by the normal gravity value computed on the
 OR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0084.degrees latitude (g = 980.6199 gals.).
 OR0084
 OR0084.The modeled gravity was interpolated from observed gravity values.
 OR0084
 OR0084;                    North         East    Units  Estimated Accuracy
 OR0084;SPC SD S     -   110,560.      762,880.      MT  (+/- 180 meters Scaled)
 OR0084
 OR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN547955(NAD 83)
 OR0084
 OR0084                          SUPERSEDED SURVEY CONTROL
 OR0084
 OR0084  NGVD 29 (??/??/92)  457.897  (m)         1502.28   (f) ADJ UNCH    2 0
 OR0084
 OR0084.Superseded values are not recommended for survey control.
 OR0084
 OR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0084.See file dsdata.pdf to determine how the superseded data were derived.
 OR0084
 OR0084_MARKER: DB = BENCH MARK DISK
 OR0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0084_STAMPING: S 144 1934
 OR0084_MARK LOGO: CGS
 OR0084_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0084+STABILITY: SURFACE MOTION
 OR0084
 OR0084  HISTORY     - Date     Condition        Report By
 OR0084  HISTORY     - 1934     MONUMENTED       CGS
 OR0084
 OR0084                          STATION DESCRIPTION
 OR0084
 OR0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0084'0.9 MI E FROM ARMOUR.
 OR0084'0.9 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0084'RAILROAD FROM THE STATION AT ARMOUR, DOUGLAS COUNTY, 70 FEET
 OR0084'NORTHEAST OF A SECTION-LINE ROAD CROSSING, 45.5 FEET NORTHEAST
 OR0084'OF THE NORTHEAST RAIL, 36.5 FEET SOUTHEAST OF A RIGHT-OF-WAY
 OR0084'FENCE CORNER, AND 1.7 FEET SOUTHWEST OF THE FENCE.  A STANDARD
 OR0084'DISK, STAMPED S 144 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0084'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0474 ***********************************************************************
 OQ0474  DESIGNATION -  S 145
 OQ0474  PID         -  OQ0474
 OQ0474  STATE/COUNTY-  SD/BON HOMME
 OQ0474  COUNTRY     -  US
 OQ0474  USGS QUAD   -  SCOTLAND (2017)
 OQ0474
 OQ0474                         *CURRENT SURVEY CONTROL
 OQ0474  ______________________________________________________________________
 OQ0474* NAD 83(1986) POSITION- 43 08 07.     (N) 097 44 05.     (W)   SCALED
 OQ0474* NAVD 88 ORTHO HEIGHT -   414.510 (meters)     1359.94  (feet) ADJUSTED
 OQ0474  ______________________________________________________________________
 OQ0474  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 OQ0474  DYNAMIC HEIGHT  -        414.388 (meters)     1359.54  (feet) COMP
 OQ0474  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 OQ0474
 OQ0474  VERT ORDER      -  SECOND    CLASS 0
 OQ0474
 OQ0474.The horizontal coordinates were scaled from a map and have
 OQ0474.an estimated accuracy of +/- 6 seconds.
 OQ0474
 OQ0474.The orthometric height was determined by differential leveling and
 OQ0474.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0474.in June 1991.
 OQ0474
 OQ0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0474.GEOID18 height accuracy estimate available here.
 OQ0474
 OQ0474.Click photographs - Photos may exist for this station.
 OQ0474
 OQ0474.The dynamic height is computed by dividing the NAVD 88
 OQ0474.geopotential number by the normal gravity value computed on the
 OQ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0474.degrees latitude (g = 980.6199 gals.).
 OQ0474
 OQ0474.The modeled gravity was interpolated from observed gravity values.
 OQ0474
 OQ0474;                    North         East    Units  Estimated Accuracy
 OQ0474;SPC SD S     -    92,400.      811,380.      MT  (+/- 180 meters Scaled)
 OQ0474
 OQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN029766(NAD 83)
 OQ0474
 OQ0474                          SUPERSEDED SURVEY CONTROL
 OQ0474
 OQ0474  NGVD 29 (??/??/92)  414.262  (m)         1359.12   (f) ADJ UNCH    2 0
 OQ0474
 OQ0474.Superseded values are not recommended for survey control.
 OQ0474
 OQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0474.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0474
 OQ0474_MARKER: DB = BENCH MARK DISK
 OQ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0474_STAMPING: S 145 1934
 OQ0474_MARK LOGO: CGS
 OQ0474_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0474+STABILITY: SURFACE MOTION
 OQ0474
 OQ0474  HISTORY     - Date     Condition        Report By
 OQ0474  HISTORY     - 1934     MONUMENTED       CGS
 OQ0474  HISTORY     - 1957     POOR             USGS
 OQ0474
 OQ0474                          STATION DESCRIPTION
 OQ0474
 OQ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0474'1.1 MI S FROM SCOTLAND.
 OQ0474'1.1 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0474'PACIFIC RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME COUNTY,
 OQ0474'38 FEET NORTHEAST OF THE FIFTH POLE NORTH OF MILEPOST 178,
 OQ0474'45 FEET EAST OF THE CENTER LINE OF THE TRACK, 4.5 FEET WEST OF
 OQ0474'THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 OQ0474'POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 OQ0474'STAMPED S 145 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0474'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- AUG. 1957 USGS REPORTED
 OQ0474'THAT POST WAS TILTED AND LOOSE BUT STILL IN PLACE.
 OQ0474
 OQ0474                          STATION RECOVERY (1957)
 OQ0474
 OQ0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OQ0474'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0458 ***********************************************************************
 OQ0458  DESIGNATION -  S 146
 OQ0458  PID         -  OQ0458
 OQ0458  STATE/COUNTY-  SD/HUTCHINSON
 OQ0458  COUNTRY     -  US
 OQ0458  USGS QUAD   -  PARKSTON (2017)
 OQ0458
 OQ0458                         *CURRENT SURVEY CONTROL
 OQ0458  ______________________________________________________________________
 OQ0458* NAD 83(1986) POSITION- 43 24 47.     (N) 097 59 01.     (W)   SCALED
 OQ0458* NAVD 88 ORTHO HEIGHT -   424.027 (meters)     1391.16  (feet) ADJUSTED
 OQ0458  ______________________________________________________________________
 OQ0458  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 OQ0458  DYNAMIC HEIGHT  -        423.900 (meters)     1390.75  (feet) COMP
 OQ0458  MODELED GRAVITY -    980,308.9   (mgal)                       NAVD 88
 OQ0458
 OQ0458  VERT ORDER      -  SECOND    CLASS 0
 OQ0458
 OQ0458.The horizontal coordinates were scaled from a map and have
 OQ0458.an estimated accuracy of +/- 6 seconds.
 OQ0458
 OQ0458.The orthometric height was determined by differential leveling and
 OQ0458.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0458.in June 1991.
 OQ0458
 OQ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0458.GEOID18 height accuracy estimate available here.
 OQ0458
 OQ0458.Click photographs - Photos may exist for this station.
 OQ0458
 OQ0458.The dynamic height is computed by dividing the NAVD 88
 OQ0458.geopotential number by the normal gravity value computed on the
 OQ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0458.degrees latitude (g = 980.6199 gals.).
 OQ0458
 OQ0458.The modeled gravity was interpolated from observed gravity values.
 OQ0458
 OQ0458;                    North         East    Units  Estimated Accuracy
 OQ0458;SPC SD S     -   122,640.      790,270.      MT  (+/- 180 meters Scaled)
 OQ0458
 OQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP822071(NAD 83)
 OQ0458
 OQ0458                          SUPERSEDED SURVEY CONTROL
 OQ0458
 OQ0458  NGVD 29 (??/??/92)  423.725  (m)         1390.17   (f) ADJ UNCH    2 0
 OQ0458
 OQ0458.Superseded values are not recommended for survey control.
 OQ0458
 OQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0458.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0458
 OQ0458_MARKER: DB = BENCH MARK DISK
 OQ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0458_STAMPING: S 146 1934
 OQ0458_MARK LOGO: CGS
 OQ0458_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0458+STABILITY: SURFACE MOTION
 OQ0458
 OQ0458  HISTORY     - Date     Condition        Report By
 OQ0458  HISTORY     - 1934     MONUMENTED       CGS
 OQ0458
 OQ0458                          STATION DESCRIPTION
 OQ0458
 OQ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0458'1.2 MI N FROM PARKSTON.
 OQ0458'1.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0458'PACIFIC RAILROAD FROM THE STATION AT PARKSTON, HUTCHINSON
 OQ0458'COUNTY, 85 FEET SOUTH OF THE CENTER LINE OF A SECTION ROAD, 55
 OQ0458'FEET SOUTH OF A FENCE CORNER, 48 FEET EAST OF THE EAST RAIL, AND
 OQ0458'1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OQ0458'STAMPED S 146 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0458'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0404 ***********************************************************************
 OQ0404  DESIGNATION -  S 147
 OQ0404  PID         -  OQ0404
 OQ0404  STATE/COUNTY-  SD/TURNER
 OQ0404  COUNTRY     -  US
 OQ0404  USGS QUAD   -  PARKER (2017)
 OQ0404
 OQ0404                         *CURRENT SURVEY CONTROL
 OQ0404  ______________________________________________________________________
 OQ0404* NAD 83(1986) POSITION- 43 27 31.     (N) 097 12 22.     (W)   SCALED
 OQ0404* NAVD 88 ORTHO HEIGHT -   453.687 (meters)     1488.47  (feet) ADJUSTED
 OQ0404  ______________________________________________________________________
 OQ0404  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 OQ0404  DYNAMIC HEIGHT  -        453.566 (meters)     1488.07  (feet) COMP
 OQ0404  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 OQ0404
 OQ0404  VERT ORDER      -  SECOND    CLASS 0
 OQ0404
 OQ0404.The horizontal coordinates were scaled from a map and have
 OQ0404.an estimated accuracy of +/- 6 seconds.
 OQ0404
 OQ0404.The orthometric height was determined by differential leveling and
 OQ0404.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0404.in June 1991.
 OQ0404
 OQ0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0404.GEOID18 height accuracy estimate available here.
 OQ0404
 OQ0404.Click photographs - Photos may exist for this station.
 OQ0404
 OQ0404.The dynamic height is computed by dividing the NAVD 88
 OQ0404.geopotential number by the normal gravity value computed on the
 OQ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0404.degrees latitude (g = 980.6199 gals.).
 OQ0404
 OQ0404.The modeled gravity was interpolated from observed gravity values.
 OQ0404
 OQ0404;                    North         East    Units  Estimated Accuracy
 OQ0404;SPC SD S     -   129,770.      853,010.      MT  (+/- 180 meters Scaled)
 OQ0404
 OQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP451133(NAD 83)
 OQ0404
 OQ0404                          SUPERSEDED SURVEY CONTROL
 OQ0404
 OQ0404  NGVD 29 (??/??/92)  453.418  (m)         1487.59   (f) ADJ UNCH    2 0
 OQ0404
 OQ0404.Superseded values are not recommended for survey control.
 OQ0404
 OQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0404.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0404
 OQ0404_MARKER: DB = BENCH MARK DISK
 OQ0404_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0404_STAMPING: S 147 1934
 OQ0404_MARK LOGO: CGS
 OQ0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0404
 OQ0404  HISTORY     - Date     Condition        Report By
 OQ0404  HISTORY     - 1934     MONUMENTED       CGS
 OQ0404
 OQ0404                          STATION DESCRIPTION
 OQ0404
 OQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0404'2 MI SE FROM MONROE.
 OQ0404'LOCATED 2.0 MILES SOUTHEAST OF THE CHICAGO AND NORTH WESTERN DEPOT
 OQ0404'AT MONROE, ALONG CHI. AND N.W.R.R., 60 YARDS SOUTHEAST OF
 OQ0404'INTERSECTION OF A SECTION LINE ROAD EAST AND WEST WITH THE
 OQ0404'RAILROAD, 46.6 FEET NORTHEAST OF NORTHEAST RAIL OF TRACK, 1.6
 OQ0404'FEET SOUTHWEST OF R/W FENCE, 7 1/2 POLES NORTHWEST OF MILE POST
 OQ0404'55.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 OQ0404'STAMPED S-147--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0204 ***********************************************************************
 OQ0204  DESIGNATION -  S 148
 OQ0204  PID         -  OQ0204
 OQ0204  STATE/COUNTY-  SD/UNION
 OQ0204  COUNTRY     -  US
 OQ0204  USGS QUAD   -  ALCESTER (2017)
 OQ0204
 OQ0204                         *CURRENT SURVEY CONTROL
 OQ0204  ______________________________________________________________________
 OQ0204* NAD 83(1986) POSITION- 43 02 02.     (N) 096 43 00.     (W)   SCALED
 OQ0204* NAVD 88 ORTHO HEIGHT -   409.714 (meters)     1344.20  (feet) ADJUSTED
 OQ0204  ______________________________________________________________________
 OQ0204  GEOID HEIGHT    -        -25.837 (meters)                     GEOID18
 OQ0204  DYNAMIC HEIGHT  -        409.600 (meters)     1343.83  (feet) COMP
 OQ0204  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 OQ0204
 OQ0204  VERT ORDER      -  SECOND    CLASS 0
 OQ0204
 OQ0204.The horizontal coordinates were scaled from a map and have
 OQ0204.an estimated accuracy of +/- 6 seconds.
 OQ0204
 OQ0204.The orthometric height was determined by differential leveling and
 OQ0204.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0204.in June 1991.
 OQ0204
 OQ0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0204.GEOID18 height accuracy estimate available here.
 OQ0204
 OQ0204.Click photographs - Photos may exist for this station.
 OQ0204
 OQ0204.The dynamic height is computed by dividing the NAVD 88
 OQ0204.geopotential number by the normal gravity value computed on the
 OQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0204.degrees latitude (g = 980.6199 gals.).
 OQ0204
 OQ0204.The modeled gravity was interpolated from observed gravity values.
 OQ0204
 OQ0204;                    North         East    Units  Estimated Accuracy
 OQ0204;SPC SD S     -    84,240.      894,640.      MT  (+/- 180 meters Scaled)
 OQ0204
 OQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN860671(NAD 83)
 OQ0204
 OQ0204                          SUPERSEDED SURVEY CONTROL
 OQ0204
 OQ0204  NGVD 29 (??/??/92)  409.489  (m)         1343.47   (f) ADJ UNCH    2 0
 OQ0204
 OQ0204.Superseded values are not recommended for survey control.
 OQ0204
 OQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0204.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0204
 OQ0204_MARKER: DB = BENCH MARK DISK
 OQ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0204_STAMPING: S 148 1934
 OQ0204_MARK LOGO: CGS
 OQ0204_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0204+STABILITY: SURFACE MOTION
 OQ0204
 OQ0204  HISTORY     - Date     Condition        Report By
 OQ0204  HISTORY     - 1934     MONUMENTED       CGS
 OQ0204
 OQ0204                          STATION DESCRIPTION
 OQ0204
 OQ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0204'4.2 MI SE FROM BERESFORD.
 OQ0204'4.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0204'FROM THE STATION AT BERESFORD, UNION COUNTY, 0.2 MILE NORTH OF
 OQ0204'MILEPOST 13, 81 FEET SOUTH OF A FARM ROAD CROSSING AND THE
 OQ0204'INTERSECTION OF A QUARTER SECTION LINE, IN LINE WITH A ROW OF
 OQ0204'POLES, 36.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 11 FEET
 OQ0204'NORTHEAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0204'S 148 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OQ0204'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0439 ***********************************************************************
 OQ0439  DESIGNATION -  S 149
 OQ0439  PID         -  OQ0439
 OQ0439  STATE/COUNTY-  SD/HUTCHINSON
 OQ0439  COUNTRY     -  US
 OQ0439  USGS QUAD   -  MENNO (2017)
 OQ0439
 OQ0439                         *CURRENT SURVEY CONTROL
 OQ0439  ______________________________________________________________________
 OQ0439* NAD 83(1986) POSITION- 43 12 57.     (N) 097 36 59.     (W)   SCALED
 OQ0439* NAVD 88 ORTHO HEIGHT -   384.202 (meters)     1260.50  (feet) ADJUSTED
 OQ0439  ______________________________________________________________________
 OQ0439  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 OQ0439  DYNAMIC HEIGHT  -        384.097 (meters)     1260.16  (feet) COMP
 OQ0439  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 OQ0439
 OQ0439  VERT ORDER      -  SECOND    CLASS 0
 OQ0439
 OQ0439.The horizontal coordinates were scaled from a map and have
 OQ0439.an estimated accuracy of +/- 6 seconds.
 OQ0439
 OQ0439.The orthometric height was determined by differential leveling and
 OQ0439.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0439.in June 1991.
 OQ0439
 OQ0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0439.GEOID18 height accuracy estimate available here.
 OQ0439
 OQ0439.Click photographs - Photos may exist for this station.
 OQ0439
 OQ0439.The dynamic height is computed by dividing the NAVD 88
 OQ0439.geopotential number by the normal gravity value computed on the
 OQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0439.degrees latitude (g = 980.6199 gals.).
 OQ0439
 OQ0439.The modeled gravity was interpolated from observed gravity values.
 OQ0439
 OQ0439;                    North         East    Units  Estimated Accuracy
 OQ0439;SPC SD S     -   101,650.      820,710.      MT  (+/- 180 meters Scaled)
 OQ0439
 OQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN123857(NAD 83)
 OQ0439
 OQ0439                          SUPERSEDED SURVEY CONTROL
 OQ0439
 OQ0439  NGVD 29 (??/??/92)  383.964  (m)         1259.72   (f) ADJ UNCH    2 0
 OQ0439
 OQ0439.Superseded values are not recommended for survey control.
 OQ0439
 OQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0439.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0439
 OQ0439_MARKER: DB = BENCH MARK DISK
 OQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0439_STAMPING: S 149 1934
 OQ0439_MARK LOGO: CGS
 OQ0439_PROJECTION: PROJECTING 20 CENTIMETERS
 OQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0439+STABILITY: SURFACE MOTION
 OQ0439
 OQ0439  HISTORY     - Date     Condition        Report By
 OQ0439  HISTORY     - 1934     MONUMENTED       CGS
 OQ0439  HISTORY     - 1954     GOOD             USGS
 OQ0439
 OQ0439                          STATION DESCRIPTION
 OQ0439
 OQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0439'2.2 MI SW FROM MENNO.
 OQ0439'2.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0439'PACIFIC RAILROAD FROM THE STATION AT MENNO, HUTCHINSON COUNTY,
 OQ0439'ABOUT 230 FEET SOUTHWEST OF WOODEN TRESTLE 1664, 48.2 FEET
 OQ0439'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.5 FEET WEST OF THE
 OQ0439'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 149 1934 AND SET
 OQ0439'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OQ0439'GROUND.
 OQ0439
 OQ0439                          STATION RECOVERY (1954)
 OQ0439
 OQ0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OQ0439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0271 ***********************************************************************
 QR0271  DESIGNATION -  S 15
 QR0271  PID         -  QR0271
 QR0271  STATE/COUNTY-  SD/POTTER
 QR0271  COUNTRY     -  US
 QR0271  USGS QUAD   -  LEBANON (2017)
 QR0271
 QR0271                         *CURRENT SURVEY CONTROL
 QR0271  ______________________________________________________________________
 QR0271* NAD 83(1986) POSITION- 45 04 00.     (N) 099 47 58.     (W)   SCALED
 QR0271* NAVD 88 ORTHO HEIGHT -   595.477 (meters)     1953.66  (feet) ADJUSTED
 QR0271  ______________________________________________________________________
 QR0271  GEOID HEIGHT    -        -22.520 (meters)                     GEOID18
 QR0271  DYNAMIC HEIGHT  -        595.393 (meters)     1953.39  (feet) COMP
 QR0271  MODELED GRAVITY -    980,456.0   (mgal)                       NAVD 88
 QR0271
 QR0271  VERT ORDER      -  FIRST     CLASS II
 QR0271
 QR0271.The horizontal coordinates were scaled from a map and have
 QR0271.an estimated accuracy of +/- 6 seconds.
 QR0271
 QR0271.The orthometric height was determined by differential leveling and
 QR0271.adjusted by the NATIONAL GEODETIC SURVEY
 QR0271.in June 1991.
 QR0271
 QR0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0271.GEOID18 height accuracy estimate available here.
 QR0271
 QR0271.Click photographs - Photos may exist for this station.
 QR0271
 QR0271.The dynamic height is computed by dividing the NAVD 88
 QR0271.geopotential number by the normal gravity value computed on the
 QR0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0271.degrees latitude (g = 980.6199 gals.).
 QR0271
 QR0271.The modeled gravity was interpolated from observed gravity values.
 QR0271
 QR0271;                    North         East    Units  Estimated Accuracy
 QR0271;SPC SD N     -   137,070.      615,790.      MT  (+/- 180 meters Scaled)
 QR0271
 QR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ370906(NAD 83)
 QR0271
 QR0271                          SUPERSEDED SURVEY CONTROL
 QR0271
 QR0271  NGVD 29 (??/??/92)  595.106  (m)         1952.44   (f) ADJ UNCH    1 2
 QR0271
 QR0271.Superseded values are not recommended for survey control.
 QR0271
 QR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0271.See file dsdata.pdf to determine how the superseded data were derived.
 QR0271
 QR0271_MARKER: DB = BENCH MARK DISK
 QR0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0271_STAMPING: 1952.444 S 15 1926
 QR0271_MARK LOGO: CGS
 QR0271_PROJECTION: RECESSED 5 CENTIMETERS
 QR0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0271+STABILITY: SURFACE MOTION
 QR0271
 QR0271  HISTORY     - Date     Condition        Report By
 QR0271  HISTORY     - 1926     MONUMENTED       CGS
 QR0271  HISTORY     - 1973     GOOD             NGS
 QR0271
 QR0271                          STATION DESCRIPTION
 QR0271
 QR0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0271'1.3 MI W FROM LEBANON.
 QR0271'ABOUT 1.3 MILES WEST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 QR0271'RAILWAY FORM THE CENTRAL PART OF LEBANON, AT THE SOUTH SIDE OF
 QR0271'THE LEBANON DUMPING GROUNDS, ABOUT 135 YARDS SOUTHWEST OF A
 QR0271'GRADED NORTH-SOUTH ROAD, 194 FEET EAST OF THE SOUTHWEST CORNER
 QR0271'OF THE DUMPING GROUNDS, 99 FEET SOUTHWEST FROM A JOG IN THE SOUTH
 QR0271'RIGHT-OF-WAY FENCE 37 FEET SOUTH OF THE CENTER OF THE ABANDONED
 QR0271'RAILWAY, 3.0 FEET NORTH OF THE FENCE, 1.0 FOOT EAST OF A METAL
 QR0271'WITNESS POST, AND SET IN THE TOP OF A CONCRETE MONUMENT ABOUT
 QR0271'2-INCHES BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0969 ***********************************************************************
 NM0969  DESIGNATION -  S 150
 NM0969  PID         -  NM0969
 NM0969  STATE/COUNTY-  SD/YANKTON
 NM0969  COUNTRY     -  US
 NM0969  USGS QUAD   -  MISSION HILL (2017)
 NM0969
 NM0969                         *CURRENT SURVEY CONTROL
 NM0969  ______________________________________________________________________
 NM0969* NAD 83(1986) POSITION- 42 54 39.     (N) 097 18 24.     (W)   SCALED
 NM0969* NAVD 88 ORTHO HEIGHT -   357.147 (meters)     1171.74  (feet) ADJUSTED
 NM0969  ______________________________________________________________________
 NM0969  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 NM0969  DYNAMIC HEIGHT  -        357.045 (meters)     1171.41  (feet) COMP
 NM0969  MODELED GRAVITY -    980,325.7   (mgal)                       NAVD 88
 NM0969
 NM0969  VERT ORDER      -  SECOND    CLASS 0
 NM0969
 NM0969.The horizontal coordinates were scaled from a map and have
 NM0969.an estimated accuracy of +/- 6 seconds.
 NM0969
 NM0969.The orthometric height was determined by differential leveling and
 NM0969.adjusted by the NATIONAL GEODETIC SURVEY
 NM0969.in June 1991.
 NM0969
 NM0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0969.GEOID18 height accuracy estimate available here.
 NM0969
 NM0969.Click photographs - Photos may exist for this station.
 NM0969
 NM0969.The dynamic height is computed by dividing the NAVD 88
 NM0969.geopotential number by the normal gravity value computed on the
 NM0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0969.degrees latitude (g = 980.6199 gals.).
 NM0969
 NM0969.The modeled gravity was interpolated from observed gravity values.
 NM0969
 NM0969;                    North         East    Units  Estimated Accuracy
 NM0969;SPC SD S     -    68,660.      847,100.      MT  (+/- 180 meters Scaled)
 NM0969
 NM0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN382523(NAD 83)
 NM0969
 NM0969                          SUPERSEDED SURVEY CONTROL
 NM0969
 NM0969  NGVD 29 (??/??/92)  356.949  (m)         1171.09   (f) ADJ UNCH    2 0
 NM0969
 NM0969.Superseded values are not recommended for survey control.
 NM0969
 NM0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0969.See file dsdata.pdf to determine how the superseded data were derived.
 NM0969
 NM0969_MARKER: DB = BENCH MARK DISK
 NM0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0969_STAMPING: S 150 1934
 NM0969_MARK LOGO: CGS
 NM0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0969+STABILITY: SURFACE MOTION
 NM0969
 NM0969  HISTORY     - Date     Condition        Report By
 NM0969  HISTORY     - 1934     MONUMENTED       CGS
 NM0969
 NM0969                          STATION DESCRIPTION
 NM0969
 NM0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0969'1.5 MI SW FROM MISSION HILL.
 NM0969'1.5 MILES SOUTHWEST OF STATION ALONG GREAT NORTHERN RWY. AT
 NM0969'MISSION HILL, 0.4 OF MILE NORTHEAST OF JUNCTION OF G.N. RWY. AND
 NM0969'C.M. ST. P. AND P.R.R., 119 YARDS SOUTHWEST OF M.P. 203, 59 FEET
 NM0969'NORTHEAST OF CENTERLINE OF A ROAD CROSSING TRACK, 39 FEET
 NM0969'SOUTHEAST OF SOUTHEAST RAIL, 12.5 FEET NORTH EAST OF FIRST
 NM0969'TELEGRAPH POLE NORTHEAST OF CROSSING.  STANDARD TABLET SET IN TOP
 NM0969'OF CONCRETE POST 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0235 ***********************************************************************
 QR0235  DESIGNATION -  S 16
 QR0235  PID         -  QR0235
 QR0235  STATE/COUNTY-  SD/FAULK
 QR0235  COUNTRY     -  US
 QR0235  USGS QUAD   -  NORBECK (2017)
 QR0235
 QR0235                         *CURRENT SURVEY CONTROL
 QR0235  ______________________________________________________________________
 QR0235* NAD 83(1986) POSITION- 45 09 32.     (N) 099 12 15.     (W)   SCALED
 QR0235* NAVD 88 ORTHO HEIGHT -   496.002 (meters)     1627.30  (feet) ADJUSTED
 QR0235  ______________________________________________________________________
 QR0235  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 QR0235  DYNAMIC HEIGHT  -        495.943 (meters)     1627.11  (feet) COMP
 QR0235  MODELED GRAVITY -    980,482.2   (mgal)                       NAVD 88
 QR0235
 QR0235  VERT ORDER      -  FIRST     CLASS II
 QR0235
 QR0235.The horizontal coordinates were scaled from a map and have
 QR0235.an estimated accuracy of +/- 6 seconds.
 QR0235
 QR0235.The orthometric height was determined by differential leveling and
 QR0235.adjusted by the NATIONAL GEODETIC SURVEY
 QR0235.in June 1991.
 QR0235
 QR0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0235.GEOID18 height accuracy estimate available here.
 QR0235
 QR0235.Click photographs - Photos may exist for this station.
 QR0235
 QR0235.The dynamic height is computed by dividing the NAVD 88
 QR0235.geopotential number by the normal gravity value computed on the
 QR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0235.degrees latitude (g = 980.6199 gals.).
 QR0235
 QR0235.The modeled gravity was interpolated from observed gravity values.
 QR0235
 QR0235;                    North         East    Units  Estimated Accuracy
 QR0235;SPC SD N     -   147,610.      662,570.      MT  (+/- 180 meters Scaled)
 QR0235
 QR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR839006(NAD 83)
 QR0235
 QR0235                          SUPERSEDED SURVEY CONTROL
 QR0235
 QR0235  NGVD 29 (??/??/92)  495.648  (m)         1626.14   (f) ADJ UNCH    1 2
 QR0235
 QR0235.Superseded values are not recommended for survey control.
 QR0235
 QR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0235.See file dsdata.pdf to determine how the superseded data were derived.
 QR0235
 QR0235_MARKER: DB = BENCH MARK DISK
 QR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0235_STAMPING: 1626.138 S 16 1926
 QR0235_MARK LOGO: CGS
 QR0235_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0235+STABILITY: SURFACE MOTION
 QR0235
 QR0235  HISTORY     - Date     Condition        Report By
 QR0235  HISTORY     - 1926     MONUMENTED       CGS
 QR0235  HISTORY     - 1934     GOOD             CGS
 QR0235
 QR0235                          STATION DESCRIPTION
 QR0235
 QR0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0235'0.8 MI N FROM MILLARD.
 QR0235'0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0235'RAILROAD FROM MILLARD, FAULK COUNTY, ABOUT 250 FEET NORTHWEST
 QR0235'OF THE FIRST ROAD CROSSING NORTH OF THE TOWN, 46.5 FEET WEST
 QR0235'OF THE CENTER LINE OF THE TRACK, AND 2 FEET EAST OF THE WEST
 QR0235'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1626.138 S 16 1926
 QR0235'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 QR0235'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0337 ***********************************************************************
 QR0337  DESIGNATION -  S 17
 QR0337  PID         -  QR0337
 QR0337  STATE/COUNTY-  SD/MCPHERSON
 QR0337  COUNTRY     -  US
 QR0337  USGS QUAD   -  HILLSVIEW (2017)
 QR0337
 QR0337                         *CURRENT SURVEY CONTROL
 QR0337  ______________________________________________________________________
 QR0337* NAD 83(1986) POSITION- 45 39 55.     (N) 099 33 26.     (W)   SCALED
 QR0337* NAVD 88 ORTHO HEIGHT -   564.686 (meters)     1852.64  (feet) ADJUSTED
 QR0337  ______________________________________________________________________
 QR0337  GEOID HEIGHT    -        -22.797 (meters)                     GEOID18
 QR0337  DYNAMIC HEIGHT  -        564.640 (meters)     1852.49  (feet) COMP
 QR0337  MODELED GRAVITY -    980,514.8   (mgal)                       NAVD 88
 QR0337
 QR0337  VERT ORDER      -  FIRST     CLASS II
 QR0337
 QR0337.The horizontal coordinates were scaled from a map and have
 QR0337.an estimated accuracy of +/- 6 seconds.
 QR0337
 QR0337.The orthometric height was determined by differential leveling and
 QR0337.adjusted by the NATIONAL GEODETIC SURVEY
 QR0337.in June 1991.
 QR0337
 QR0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0337.GEOID18 height accuracy estimate available here.
 QR0337
 QR0337.Click photographs - Photos may exist for this station.
 QR0337
 QR0337.The dynamic height is computed by dividing the NAVD 88
 QR0337.geopotential number by the normal gravity value computed on the
 QR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0337.degrees latitude (g = 980.6199 gals.).
 QR0337
 QR0337.The modeled gravity was interpolated from observed gravity values.
 QR0337
 QR0337;                    North         East    Units  Estimated Accuracy
 QR0337;SPC SD N     -   203,670.      634,510.      MT  (+/- 180 meters Scaled)
 QR0337
 QR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR565570(NAD 83)
 QR0337
 QR0337                          SUPERSEDED SURVEY CONTROL
 QR0337
 QR0337  NGVD 29 (??/??/92)  564.293  (m)         1851.35   (f) ADJ UNCH    1 2
 QR0337
 QR0337.Superseded values are not recommended for survey control.
 QR0337
 QR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0337.See file dsdata.pdf to determine how the superseded data were derived.
 QR0337
 QR0337_MARKER: DB = BENCH MARK DISK
 QR0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0337_STAMPING: 1851.351 S 17 1927
 QR0337_MARK LOGO: CGS
 QR0337_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0337+STABILITY: SURFACE MOTION
 QR0337
 QR0337  HISTORY     - Date     Condition        Report By
 QR0337  HISTORY     - 1927     MONUMENTED       CGS
 QR0337  HISTORY     - 1934     GOOD             CGS
 QR0337
 QR0337                          STATION DESCRIPTION
 QR0337
 QR0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0337'AT HILLSVIEW.
 QR0337'AT HILLSVIEW, MC PHERSON COUNTY, AT THE CHICAGO, MILWAUKEE,
 QR0337'ST. PAUL AND PACIFIC RAILROAD STATION, 63 FEET NORTH OF THE
 QR0337'SOUTHEAST CORNER OF THE STATION, 63 FEET NORTHEAST OF THE
 QR0337'NORTH CORNER, AND 33.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 QR0337'TRACK.  A STANDARD DISK, STAMPED 1851.351 S 17 1927 AND SET IN
 QR0337'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 QR0337
 QR0337                          STATION RECOVERY (1934)
 QR0337
 QR0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2074 ***********************************************************************
 PU2074  DESIGNATION -  S 176
 PU2074  PID         -  PU2074
 PU2074  STATE/COUNTY-  SD/LAWRENCE
 PU2074  COUNTRY     -  US
 PU2074  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2074
 PU2074                         *CURRENT SURVEY CONTROL
 PU2074  ______________________________________________________________________
 PU2074* NAD 83(1986) POSITION- 44 34 17.     (N) 103 53 31.     (W)   SCALED
 PU2074* NAVD 88 ORTHO HEIGHT -  1012.726 (meters)     3322.59  (feet) ADJUSTED
 PU2074  ______________________________________________________________________
 PU2074  GEOID HEIGHT    -        -14.918 (meters)                     GEOID18
 PU2074  DYNAMIC HEIGHT  -       1012.411 (meters)     3321.55  (feet) COMP
 PU2074  MODELED GRAVITY -    980,272.0   (mgal)                       NAVD 88
 PU2074
 PU2074  VERT ORDER      -  SECOND    CLASS 0
 PU2074
 PU2074.The horizontal coordinates were scaled from a map and have
 PU2074.an estimated accuracy of +/- 6 seconds.
 PU2074
 PU2074.The orthometric height was determined by differential leveling and
 PU2074.adjusted by the NATIONAL GEODETIC SURVEY
 PU2074.in June 1991.
 PU2074
 PU2074.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2074.GEOID18 height accuracy estimate available here.
 PU2074
 PU2074.Click photographs - Photos may exist for this station.
 PU2074
 PU2074.The dynamic height is computed by dividing the NAVD 88
 PU2074.geopotential number by the normal gravity value computed on the
 PU2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2074.degrees latitude (g = 980.6199 gals.).
 PU2074
 PU2074.The modeled gravity was interpolated from observed gravity values.
 PU2074
 PU2074;                    North         East    Units  Estimated Accuracy
 PU2074;SPC SD N     -    89,440.      290,980.      MT  (+/- 180 meters Scaled)
 PU2074
 PU2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK879359(NAD 83)
 PU2074
 PU2074                          SUPERSEDED SURVEY CONTROL
 PU2074
 PU2074  NGVD 29 (??/??/92) 1012.211  (m)         3320.90   (f) ADJ UNCH    2 0
 PU2074
 PU2074.Superseded values are not recommended for survey control.
 PU2074
 PU2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2074.See file dsdata.pdf to determine how the superseded data were derived.
 PU2074
 PU2074_MARKER: DB = BENCH MARK DISK
 PU2074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2074_SP_SET: BRIDGE
 PU2074_STAMPING: S 176 1934
 PU2074_MARK LOGO: CGS
 PU2074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2074
 PU2074  HISTORY     - Date     Condition        Report By
 PU2074  HISTORY     - 1934     MONUMENTED       CGS
 PU2074  HISTORY     - 1962     GOOD             CGS
 PU2074  HISTORY     - 1984     GOOD             NGS
 PU2074
 PU2074                          STATION DESCRIPTION
 PU2074
 PU2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2074'7.2 MI N FROM SPEARFISH.
 PU2074'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU2074'AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD HIGHWAY 85,
 PU2074'THENCE 1 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.75 MILE
 PU2074'NORTH ALONG U.S. HIGHWAY 85, SET IN TOP AND AT THE SOUTHWEST END
 PU2074'OF THE NORTHWEST HEADWALL OF A BRIDGE OVER SPEARFISH CREEK, ABOUT
 PU2074'9 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3
 PU2074'FEET ABOVE THE HIGHWAY, A DISK DRILLED IN HORIZONTAL.
 PU2074
 PU2074                          STATION RECOVERY (1984)
 PU2074
 PU2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1625 ***********************************************************************
 PU1625  DESIGNATION -  S 177
 PU1625  PID         -  PU1625
 PU1625  STATE/COUNTY-  SD/PENNINGTON
 PU1625  COUNTRY     -  US
 PU1625  USGS QUAD   -  ROCHFORD (2017)
 PU1625
 PU1625                         *CURRENT SURVEY CONTROL
 PU1625  ______________________________________________________________________
 PU1625* NAD 83(1986) POSITION- 44 06 32.46   (N) 103 39 30.51   (W)   HD_HELD1
 PU1625* NAVD 88 ORTHO HEIGHT -  1537.308 (meters)     5043.65  (feet) ADJUSTED
 PU1625  ______________________________________________________________________
 PU1625  GEOID HEIGHT    -        -13.400 (meters)                     GEOID18
 PU1625  DYNAMIC HEIGHT  -       1536.624 (meters)     5041.41  (feet) COMP
 PU1625  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 PU1625
 PU1625  VERT ORDER      -  SECOND    CLASS 0
 PU1625
 PU1625.The horizontal coordinates were determined by differentially corrected
 PU1625.hand held GPS observations or other comparable positioning techniques
 PU1625.and have an estimated accuracy of +/- 3 meters.
 PU1625
 PU1625.The orthometric height was determined by differential leveling and
 PU1625.adjusted by the NATIONAL GEODETIC SURVEY
 PU1625.in June 1991.
 PU1625
 PU1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1625.GEOID18 height accuracy estimate available here.
 PU1625
 PU1625.Click photographs - Photos may exist for this station.
 PU1625
 PU1625.The dynamic height is computed by dividing the NAVD 88
 PU1625.geopotential number by the normal gravity value computed on the
 PU1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1625.degrees latitude (g = 980.6199 gals.).
 PU1625
 PU1625.The modeled gravity was interpolated from observed gravity values.
 PU1625
 PU1625;                    North         East    Units  Estimated Accuracy
 PU1625;SPC SD S     -   202,595.2     333,878.0     MT  (+/- 3 meters HH1 GPS) 
 PU1625
 PU1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0735884856(NAD 83)
 PU1625
 PU1625                          SUPERSEDED SURVEY CONTROL
 PU1625
 PU1625  NGVD 29 (??/??/92) 1536.665  (m)         5041.54   (f) ADJ UNCH    2 0
 PU1625
 PU1625.Superseded values are not recommended for survey control.
 PU1625
 PU1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1625.See file dsdata.pdf to determine how the superseded data were derived.
 PU1625
 PU1625_MARKER: DB = BENCH MARK DISK
 PU1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1625_STAMPING: S 177 1934
 PU1625_MARK LOGO: CGS
 PU1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1625+STABILITY: SURFACE MOTION
 PU1625
 PU1625  HISTORY     - Date     Condition        Report By
 PU1625  HISTORY     - 1934     MONUMENTED       CGS
 PU1625  HISTORY     - 1938     GOOD             CGS
 PU1625  HISTORY     - 20110513 GOOD             GEOCAC
 PU1625
 PU1625                          STATION DESCRIPTION
 PU1625
 PU1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1625'2.9 MI SE FROM ROCHFORD.
 PU1625'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PU1625'RAILROAD FROM THE STATION AT ROCHFORD, PENNINGTON COUNTY, ABOUT
 PU1625'8 RAILS EAST OF A DEEP CUT, ON A SLIGHT KNOLL, 25.0 FEET SOUTH OF
 PU1625'THE SOUTH RAIL, AND 1.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 PU1625'STANDARD DISK, STAMPED S 177 1934 AND SET IN THE TOP OF A CONCRETE
 PU1625'POST.
 PU1625
 PU1625                          STATION RECOVERY (2011)
 PU1625
 PU1625'RECOVERY NOTE BY GEOCACHING 2011
 PU1625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0351 ***********************************************************************
 OS0351  DESIGNATION -  S 18
 OS0351  PID         -  OS0351
 OS0351  STATE/COUNTY-  SD/BENNETT
 OS0351  COUNTRY     -  US
 OS0351  USGS QUAD   -  MARTIN (2017)
 OS0351
 OS0351                         *CURRENT SURVEY CONTROL
 OS0351  ______________________________________________________________________
 OS0351* NAD 83(1986) POSITION- 43 11 54.     (N) 101 43 15.     (W)   SCALED
 OS0351* NAVD 88 ORTHO HEIGHT -  1004.901 (meters)     3296.91  (feet) ADJUSTED
 OS0351  ______________________________________________________________________
 OS0351  GEOID HEIGHT    -        -19.788 (meters)                     GEOID18
 OS0351  DYNAMIC HEIGHT  -       1004.481 (meters)     3295.53  (feet) COMP
 OS0351  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 OS0351
 OS0351  VERT ORDER      -  SECOND    CLASS 0
 OS0351
 OS0351.The horizontal coordinates were scaled from a map and have
 OS0351.an estimated accuracy of +/- 6 seconds.
 OS0351
 OS0351.The orthometric height was determined by differential leveling and
 OS0351.adjusted by the NATIONAL GEODETIC SURVEY
 OS0351.in June 1991.
 OS0351
 OS0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0351.GEOID18 height accuracy estimate available here.
 OS0351
 OS0351.Click photographs - Photos may exist for this station.
 OS0351
 OS0351.The dynamic height is computed by dividing the NAVD 88
 OS0351.geopotential number by the normal gravity value computed on the
 OS0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0351.degrees latitude (g = 980.6199 gals.).
 OS0351
 OS0351.The modeled gravity was interpolated from observed gravity values.
 OS0351
 OS0351;                    North         East    Units  Estimated Accuracy
 OS0351;SPC SD S     -    97,040.      487,240.      MT  (+/- 180 meters Scaled)
 OS0351
 OS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN789864(NAD 83)
 OS0351
 OS0351                          SUPERSEDED SURVEY CONTROL
 OS0351
 OS0351  NGVD 29 (??/??/92) 1004.452  (m)         3295.44   (f) ADJ UNCH    2 0
 OS0351
 OS0351.Superseded values are not recommended for survey control.
 OS0351
 OS0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0351.See file dsdata.pdf to determine how the superseded data were derived.
 OS0351
 OS0351_MARKER: DB = BENCH MARK DISK
 OS0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0351_STAMPING: S 18 1934
 OS0351_MARK LOGO: CGS
 OS0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0351+STABILITY: SURFACE MOTION
 OS0351
 OS0351  HISTORY     - Date     Condition        Report By
 OS0351  HISTORY     - 1934     MONUMENTED       CGS
 OS0351
 OS0351                          STATION DESCRIPTION
 OS0351
 OS0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0351'2 MI NE FROM MARTIN.
 OS0351'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM MARTIN, BENNETT
 OS0351'COUNTY, 300 FEET SOUTHWEST OF A PROMINENT CURVE, ACROSS THE
 OS0351'HIGHWAY FROM THE PRIVATE ENTRANCE TO A FARM, AND 44 FEET
 OS0351'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 OS0351'STAMPED S 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0516 ***********************************************************************
 QS0516  DESIGNATION -  S 20
 QS0516  PID         -  QS0516
 QS0516  STATE/COUNTY-  SD/ZIEBACH
 QS0516  COUNTRY     -  US
 QS0516  USGS QUAD   -  DUPREE (2017)
 QS0516
 QS0516                         *CURRENT SURVEY CONTROL
 QS0516  ______________________________________________________________________
 QS0516* NAD 83(1986) POSITION- 45 00 26.     (N) 101 37 23.     (W)   SCALED
 QS0516* NAVD 88 ORTHO HEIGHT -   757.698 (meters)     2485.88  (feet) ADJUSTED
 QS0516  ______________________________________________________________________
 QS0516  GEOID HEIGHT    -        -20.529 (meters)                     GEOID18
 QS0516  DYNAMIC HEIGHT  -        757.545 (meters)     2485.38  (feet) COMP
 QS0516  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 QS0516
 QS0516  VERT ORDER      -  FIRST     CLASS II
 QS0516
 QS0516.The horizontal coordinates were scaled from a map and have
 QS0516.an estimated accuracy of +/- 6 seconds.
 QS0516
 QS0516.The orthometric height was determined by differential leveling and
 QS0516.adjusted by the NATIONAL GEODETIC SURVEY
 QS0516.in June 1991.
 QS0516
 QS0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0516.GEOID18 height accuracy estimate available here.
 QS0516
 QS0516.Click photographs - Photos may exist for this station.
 QS0516
 QS0516.The dynamic height is computed by dividing the NAVD 88
 QS0516.geopotential number by the normal gravity value computed on the
 QS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0516.degrees latitude (g = 980.6199 gals.).
 QS0516
 QS0516.The modeled gravity was interpolated from observed gravity values.
 QS0516
 QS0516;                    North         East    Units  Estimated Accuracy
 QS0516;SPC SD N     -   131,730.      472,060.      MT  (+/- 180 meters Scaled)
 QS0516
 QS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ932871(NAD 83)
 QS0516
 QS0516                          SUPERSEDED SURVEY CONTROL
 QS0516
 QS0516  NGVD 29 (??/??/92)  757.247  (m)         2484.40   (f) ADJ UNCH    1 2
 QS0516
 QS0516.Superseded values are not recommended for survey control.
 QS0516
 QS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0516.See file dsdata.pdf to determine how the superseded data were derived.
 QS0516
 QS0516_MARKER: DB = BENCH MARK DISK
 QS0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0516_STAMPING: S 20 1933
 QS0516_MARK LOGO: CGS
 QS0516_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0516+STABILITY: SURFACE MOTION
 QS0516
 QS0516  HISTORY     - Date     Condition        Report By
 QS0516  HISTORY     - 1933     MONUMENTED       CGS
 QS0516
 QS0516                          STATION DESCRIPTION
 QS0516
 QS0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0516'3.4 MI S FROM DUPREE.
 QS0516'3.4 MILES SOUTH OF, ALONG CHERRY CREEK ROAD, IN NORTHWEST CORNER
 QS0516'OF FARMHOUSE YARD, 80 FEET EAST OF CENTER OF ROAD AND 36 FEET
 QS0516'SOUTH OF SECTION LINE.  STANDARD DISK, STAMPED S 20 1933 SET IN
 QS0516'CONCRETE MONUMENT.  THE MARK PROJECTS 8 INCHES ABOVE THE SURFACE
 QS0516'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0068 ***********************************************************************
 QR0068  DESIGNATION -  S 20
 QR0068  PID         -  QR0068
 QR0068  STATE/COUNTY-  SD/BROWN
 QR0068  COUNTRY     -  US
 QR0068  USGS QUAD   -  ABERDEEN EAST (2017)
 QR0068
 QR0068                         *CURRENT SURVEY CONTROL
 QR0068  ______________________________________________________________________
 QR0068* NAD 83(1986) POSITION- 45 27 48.0    (N) 098 29 11.2    (W)   HD_HELD2
 QR0068* NAVD 88 ORTHO HEIGHT -   397.867 (meters)     1305.34  (feet) ADJUSTED
 QR0068  ______________________________________________________________________
 QR0068  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 QR0068  DYNAMIC HEIGHT  -        397.841 (meters)     1305.25  (feet) COMP
 QR0068  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 QR0068
 QR0068  VERT ORDER      -  FIRST     CLASS II
 QR0068
 QR0068.The horizontal coordinates were established by autonomous hand held GPS
 QR0068.observations and have an estimated accuracy of +/- 10 meters.
 QR0068
 QR0068.The orthometric height was determined by differential leveling and
 QR0068.adjusted by the NATIONAL GEODETIC SURVEY
 QR0068.in July 1998.
 QR0068
 QR0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0068.GEOID18 height accuracy estimate available here.
 QR0068
 QR0068.Click photographs - Photos may exist for this station.
 QR0068
 QR0068.The dynamic height is computed by dividing the NAVD 88
 QR0068.geopotential number by the normal gravity value computed on the
 QR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0068.degrees latitude (g = 980.6199 gals.).
 QR0068
 QR0068.The modeled gravity was interpolated from observed gravity values.
 QR0068
 QR0068;                    North         East    Units  Estimated Accuracy
 QR0068;SPC SD N     -   182,240.      718,362.      MT  (+/- 10 meters HH2 GPS)
 QR0068
 QR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4014834551(NAD 83)
 QR0068
 QR0068                          SUPERSEDED SURVEY CONTROL
 QR0068
 QR0068  NAVD 88 (06/15/91)  397.859  (m)         1305.31   (f) SUPERSEDED  1 2
 QR0068  NGVD 29 (??/??/92)  397.566  (m)         1304.35   (f) ADJ UNCH    1 2
 QR0068
 QR0068.Superseded values are not recommended for survey control.
 QR0068
 QR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0068.See file dsdata.pdf to determine how the superseded data were derived.
 QR0068
 QR0068_MARKER: DB = BENCH MARK DISK
 QR0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0068_SP_SET: BUILDING
 QR0068_STAMPING: 1304.348 S 20 1931
 QR0068_MARK LOGO: CGS
 QR0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0068+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0068
 QR0068  HISTORY     - Date     Condition        Report By
 QR0068  HISTORY     - 1931     MONUMENTED       CGS
 QR0068  HISTORY     - 1934     GOOD             CGS
 QR0068  HISTORY     - 19970314 GOOD             NGS
 QR0068
 QR0068                          STATION DESCRIPTION
 QR0068
 QR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0068'IN ABERDEEN.
 QR0068'AT ABERDEEN, BROWN COUNTY, AT THE MUNICIPAL BUILDING, IN THE
 QR0068'WEST WALL, AND 8 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE.
 QR0068'A STANDARD DISK, STAMPED 1304.348 S 20 1931 AND SET VERTICALLY.
 QR0068
 QR0068                          STATION RECOVERY (1934)
 QR0068
 QR0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0068'RECOVERED IN GOOD CONDITION.
 QR0068
 QR0068                          STATION RECOVERY (1997)
 QR0068
 QR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0068'IN ABERDEEN, AT THE INTERSECTION OF 2ND AVENUE SOUTHEAST AND SOUTH
 QR0068'LINCOLN STREET, SET VERTICALLY IN THE WEST FACE OF THE MUNICIPAL
 QR0068'BUILDING, 24.6 M (80.7 FT) NORTH OF THE AVENUE CENTER, 11.7 M (38.4
 QR0068'FT) EAST OF THE STREET CENTER, 6.0 M (19.7 FT) SOUTH OF THE NORTHWEST
 QR0068'CORNER OF THE BUILDING, AND 1.6 M (5.2 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0490 ***********************************************************************
 PT0490  DESIGNATION -  S 21
 PT0490  PID         -  PT0490
 PT0490  STATE/COUNTY-  SD/HAAKON
 PT0490  COUNTRY     -  US
 PT0490  USGS QUAD   -  MILESVILLE (2017)
 PT0490
 PT0490                         *CURRENT SURVEY CONTROL
 PT0490  ______________________________________________________________________
 PT0490* NAD 83(1986) POSITION- 44 27 33.     (N) 101 38 54.     (W)   SCALED
 PT0490* NAVD 88 ORTHO HEIGHT -   716.273 (meters)     2349.97  (feet) ADJUSTED
 PT0490  ______________________________________________________________________
 PT0490  GEOID HEIGHT    -        -20.999 (meters)                     GEOID18
 PT0490  DYNAMIC HEIGHT  -        716.095 (meters)     2349.39  (feet) COMP
 PT0490  MODELED GRAVITY -    980,345.4   (mgal)                       NAVD 88
 PT0490
 PT0490  VERT ORDER      -  FIRST     CLASS II
 PT0490
 PT0490.The horizontal coordinates were scaled from a map and have
 PT0490.an estimated accuracy of +/- 6 seconds.
 PT0490
 PT0490.The orthometric height was determined by differential leveling and
 PT0490.adjusted by the NATIONAL GEODETIC SURVEY
 PT0490.in June 1991.
 PT0490
 PT0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0490.GEOID18 height accuracy estimate available here.
 PT0490
 PT0490.Click photographs - Photos may exist for this station.
 PT0490
 PT0490.The dynamic height is computed by dividing the NAVD 88
 PT0490.geopotential number by the normal gravity value computed on the
 PT0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0490.degrees latitude (g = 980.6199 gals.).
 PT0490
 PT0490.The modeled gravity was interpolated from observed gravity values.
 PT0490
 PT0490;                    North         East    Units  Estimated Accuracy
 PT0490;SPC SD S     -   237,000.      495,350.      MT  (+/- 180 meters Scaled)
 PT0490
 PT0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ893262(NAD 83)
 PT0490
 PT0490                          SUPERSEDED SURVEY CONTROL
 PT0490
 PT0490  NGVD 29 (??/??/92)  715.816  (m)         2348.47   (f) ADJ UNCH    1 2
 PT0490
 PT0490.Superseded values are not recommended for survey control.
 PT0490
 PT0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0490.See file dsdata.pdf to determine how the superseded data were derived.
 PT0490
 PT0490_MARKER: DB = BENCH MARK DISK
 PT0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0490_STAMPING: S 21 1933
 PT0490_MARK LOGO: CGS
 PT0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0490+STABILITY: SURFACE MOTION
 PT0490
 PT0490  HISTORY     - Date     Condition        Report By
 PT0490  HISTORY     - 1933     MONUMENTED       CGS
 PT0490  HISTORY     - 1934     GOOD             CGS
 PT0490  HISTORY     - 19950717 MARK NOT FOUND   NGS
 PT0490
 PT0490                          STATION DESCRIPTION
 PT0490
 PT0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0490'1.6 MI E FROM MILESVILLE.
 PT0490'1.6 MILES EAST ALONG THE CHERRY CREEK ROAD FROM MILESVILLE, HAAKON
 PT0490'COUNTY, AT A NORTH-AND-SOUTH HALF-SECTION LINE, 57 FEET NORTH OF
 PT0490'THE CENTERLINE OF THE ROAD, AND 2 FEET EAST OF THE SECTION LINE.
 PT0490'A STANDARD DISK, STAMPED S 21 1933 AND SET IN THE TOP OF A CONCRETE
 PT0490'POST.  NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT THIS BENCH
 PT0490'MARK IS COVERED WITH 8 INCHES OF WIND-DRIFTED SOIL.
 PT0490
 PT0490                          STATION RECOVERY (1995)
 PT0490
 PT0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0490'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0597 ***********************************************************************
 OS0597  DESIGNATION -  S 23
 OS0597  PID         -  OS0597
 OS0597  STATE/COUNTY-  SD/JACKSON
 OS0597  COUNTRY     -  US
 OS0597  USGS QUAD   -  KADOKA (2017)
 OS0597
 OS0597                         *CURRENT SURVEY CONTROL
 OS0597  ______________________________________________________________________
 OS0597* NAD 83(1986) POSITION- 43 48 25.33   (N) 101 31 20.09   (W)   HD_HELD1
 OS0597* NAVD 88 ORTHO HEIGHT -   746.349 (meters)     2448.65  (feet) ADJUSTED
 OS0597  ______________________________________________________________________
 OS0597  GEOID HEIGHT    -        -21.562 (meters)                     GEOID18
 OS0597  DYNAMIC HEIGHT  -        746.107 (meters)     2447.85  (feet) COMP
 OS0597  MODELED GRAVITY -    980,270.2   (mgal)                       NAVD 88
 OS0597
 OS0597  VERT ORDER      -  FIRST     CLASS II
 OS0597
 OS0597.The horizontal coordinates were determined by differentially corrected
 OS0597.hand held GPS observations or other comparable positioning techniques
 OS0597.and have an estimated accuracy of +/- 3 meters.
 OS0597
 OS0597.The orthometric height was determined by differential leveling and
 OS0597.adjusted by the NATIONAL GEODETIC SURVEY
 OS0597.in June 1991.
 OS0597
 OS0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0597.GEOID18 height accuracy estimate available here.
 OS0597
 OS0597.Click photographs - Photos may exist for this station.
 OS0597
 OS0597.The dynamic height is computed by dividing the NAVD 88
 OS0597.geopotential number by the normal gravity value computed on the
 OS0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0597.degrees latitude (g = 980.6199 gals.).
 OS0597
 OS0597.The modeled gravity was interpolated from observed gravity values.
 OS0597
 OS0597;                    North         East    Units  Estimated Accuracy
 OS0597;SPC SD S     -   164,401.0     504,344.9     MT  (+/- 3 meters HH1 GPS) 
 OS0597
 OS0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9712453533(NAD 83)
 OS0597
 OS0597                          SUPERSEDED SURVEY CONTROL
 OS0597
 OS0597  NGVD 29 (??/??/92)  745.891  (m)         2447.14   (f) ADJ UNCH    1 2
 OS0597
 OS0597.Superseded values are not recommended for survey control.
 OS0597
 OS0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0597.See file dsdata.pdf to determine how the superseded data were derived.
 OS0597
 OS0597_MARKER: DB = BENCH MARK DISK
 OS0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0597_STAMPING: S 23 1934
 OS0597_MARK LOGO: CGS
 OS0597_PROJECTION: FLUSH
 OS0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0597+STABILITY: SURFACE MOTION
 OS0597
 OS0597  HISTORY     - Date     Condition        Report By
 OS0597  HISTORY     - 1934     MONUMENTED       CGS
 OS0597  HISTORY     - 1962     GOOD             CGS
 OS0597  HISTORY     - 1985     GOOD             NGS
 OS0597  HISTORY     - 19981231 GOOD             LOCENG
 OS0597
 OS0597                          STATION DESCRIPTION
 OS0597
 OS0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0597'2 MI SW FROM KADOKA.
 OS0597'ABOUT 0.8 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0597'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 1.05
 OS0597'MILES SOUTH ALONG STATE HIGHWAY 73 TO THE NORTH END OF A CURVE,
 OS0597'THENCE 0.2 MILE SOUTH ALONG THE ABANDONED PORTION OF STATE
 OS0597'HIGHWAY 73, 0.15 MILE SOUTHEAST OF THE CENTER OF A CURVE IN
 OS0597'THE NEW HIGHWAY, 88 FEET NORTH OF A CORNER FENCE POST, 27 FEET
 OS0597'NORTH OF A T FENCE CORNER, 66 FEET SOUTHEAST F THE CENTER LINE
 OS0597'OF A CURVE IN OLD HIGHWAY, 1 1/2 FEET WEST F A FENCE, 1.2 FEET
 OS0597'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 OS0597'POST FLUSH WITH THE GROUND.
 OS0597
 OS0597                          STATION RECOVERY (1985)
 OS0597
 OS0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0597'RECOVERED IN GOOD CONDITION.
 OS0597
 OS0597                          STATION RECOVERY (1998)
 OS0597
 OS0597'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 OS0597'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1651 ***********************************************************************
 PU1651  DESIGNATION -  S 24
 PU1651  PID         -  PU1651
 PU1651  STATE/COUNTY-  SD/LAWRENCE
 PU1651  COUNTRY     -  US
 PU1651  USGS QUAD   -  STURGIS (2017)
 PU1651
 PU1651                         *CURRENT SURVEY CONTROL
 PU1651  ______________________________________________________________________
 PU1651* NAD 83(1986) POSITION- 44 26 12.     (N) 103 35 21.     (W)   SCALED
 PU1651* NAVD 88 ORTHO HEIGHT -  1089.831 (meters)     3575.55  (feet) ADJUSTED
 PU1651  ______________________________________________________________________
 PU1651  GEOID HEIGHT    -        -15.040 (meters)                     GEOID18
 PU1651  DYNAMIC HEIGHT  -       1089.472 (meters)     3574.38  (feet) COMP
 PU1651  MODELED GRAVITY -    980,251.4   (mgal)                       NAVD 88
 PU1651
 PU1651  VERT ORDER      -  FIRST     CLASS II
 PU1651
 PU1651.The horizontal coordinates were scaled from a map and have
 PU1651.an estimated accuracy of +/- 6 seconds.
 PU1651
 PU1651.The orthometric height was determined by differential leveling and
 PU1651.adjusted by the NATIONAL GEODETIC SURVEY
 PU1651.in June 1991.
 PU1651
 PU1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1651.GEOID18 height accuracy estimate available here.
 PU1651
 PU1651.Click photographs - Photos may exist for this station.
 PU1651
 PU1651.The dynamic height is computed by dividing the NAVD 88
 PU1651.geopotential number by the normal gravity value computed on the
 PU1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1651.degrees latitude (g = 980.6199 gals.).
 PU1651
 PU1651.The modeled gravity was interpolated from observed gravity values.
 PU1651
 PU1651;                    North         East    Units  Estimated Accuracy
 PU1651;SPC SD N     -    73,380.      314,340.      MT  (+/- 180 meters Scaled)
 PU1651
 PU1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK122213(NAD 83)
 PU1651
 PU1651                          SUPERSEDED SURVEY CONTROL
 PU1651
 PU1651  NGVD 29 (??/??/92) 1089.297  (m)         3573.80   (f) ADJ UNCH    1 2
 PU1651
 PU1651.Superseded values are not recommended for survey control.
 PU1651
 PU1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1651.See file dsdata.pdf to determine how the superseded data were derived.
 PU1651
 PU1651_MARKER: DB = BENCH MARK DISK
 PU1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1651_STAMPING: S 24 1934
 PU1651_MARK LOGO: CGS
 PU1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1651+STABILITY: SURFACE MOTION
 PU1651
 PU1651  HISTORY     - Date     Condition        Report By
 PU1651  HISTORY     - 1934     MONUMENTED       CGS
 PU1651  HISTORY     - 1962     GOOD             CGS
 PU1651  HISTORY     - 19981231 GOOD             LOCENG
 PU1651
 PU1651                          STATION DESCRIPTION
 PU1651
 PU1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1651'3.2 MI SE FROM WHITEWOOD.
 PU1651'ABOUT 3.15 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1651'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD OR ABOUT
 PU1651'3.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1651'FROM THE STATION AT STURGIS, IN SECTION 35, T 6 N, R 4 E, 0.15
 PU1651'MILE SOUTHEAST OF A FARM HOUSE, 102 FEET NORTHEAST AND ACROSS THE
 PU1651'TRACK FROM MILE POST 132, 41 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PU1651'7 FEET SOUTHWEST OF A FENCE, 1.1 FEET NORTHEAST OF A METAL WITNESS
 PU1651'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 PU1651'TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 PU1651
 PU1651                          STATION RECOVERY (1998)
 PU1651
 PU1651'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 PU1651'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0284 ***********************************************************************
 QT0284  DESIGNATION -  S 25
 QT0284  PID         -  QT0284
 QT0284  STATE/COUNTY-  SD/BUTTE
 QT0284  COUNTRY     -  US
 QT0284  USGS QUAD   -  BATTLE CREEK BUTTE (2017)
 QT0284
 QT0284                         *CURRENT SURVEY CONTROL
 QT0284  ______________________________________________________________________
 QT0284* NAD 83(1986) POSITION- 45 01 39.     (N) 103 46 22.     (W)   SCALED
 QT0284* NAVD 88 ORTHO HEIGHT -  1007.605 (meters)     3305.78  (feet) ADJUSTED
 QT0284  ______________________________________________________________________
 QT0284  GEOID HEIGHT    -        -15.986 (meters)                     GEOID18
 QT0284  DYNAMIC HEIGHT  -       1007.346 (meters)     3304.93  (feet) COMP
 QT0284  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 QT0284
 QT0284  VERT ORDER      -  FIRST     CLASS II
 QT0284
 QT0284.The horizontal coordinates were scaled from a map and have
 QT0284.an estimated accuracy of +/- 6 seconds.
 QT0284
 QT0284.The orthometric height was determined by differential leveling and
 QT0284.adjusted by the NATIONAL GEODETIC SURVEY
 QT0284.in June 1991.
 QT0284
 QT0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0284.GEOID18 height accuracy estimate available here.
 QT0284
 QT0284.Click photographs - Photos may exist for this station.
 QT0284
 QT0284.The dynamic height is computed by dividing the NAVD 88
 QT0284.geopotential number by the normal gravity value computed on the
 QT0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0284.degrees latitude (g = 980.6199 gals.).
 QT0284
 QT0284.The modeled gravity was interpolated from observed gravity values.
 QT0284
 QT0284;                    North         East    Units  Estimated Accuracy
 QT0284;SPC SD N     -   139,630.      302,800.      MT  (+/- 180 meters Scaled)
 QT0284
 QT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK966867(NAD 83)
 QT0284
 QT0284                          SUPERSEDED SURVEY CONTROL
 QT0284
 QT0284  NGVD 29 (??/??/92) 1007.108  (m)         3304.15   (f) ADJ UNCH    1 2
 QT0284
 QT0284.Superseded values are not recommended for survey control.
 QT0284
 QT0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0284.See file dsdata.pdf to determine how the superseded data were derived.
 QT0284
 QT0284_MARKER: DB = BENCH MARK DISK
 QT0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0284_STAMPING: S 25 1934
 QT0284_MARK LOGO: CGS
 QT0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0284+STABILITY: SURFACE MOTION
 QT0284
 QT0284  HISTORY     - Date     Condition        Report By
 QT0284  HISTORY     - 1934     MONUMENTED       CGS
 QT0284
 QT0284                          STATION DESCRIPTION
 QT0284
 QT0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0284'25.6 MI N FROM BELLE FOURCHE.
 QT0284'25.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM BELLE FOURCHE, BUTTE
 QT0284'COUNTY, ABOUT 75 YARDS NORTHWEST OF AN IRON CULVERT, AND ABOUT
 QT0284'85 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 QT0284'STAMPED S 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0222 ***********************************************************************
 QT0222  DESIGNATION -  S 26
 QT0222  PID         -  QT0222
 QT0222  STATE/COUNTY-  SD/HARDING
 QT0222  COUNTRY     -  US
 QT0222  USGS QUAD   -  HAY CREEK (2017)
 QT0222
 QT0222                         *CURRENT SURVEY CONTROL
 QT0222  ______________________________________________________________________
 QT0222* NAD 83(1986) POSITION- 45 38 55.     (N) 103 29 00.     (W)   SCALED
 QT0222* NAVD 88 ORTHO HEIGHT -   883.501 (meters)     2898.62  (feet) ADJUSTED
 QT0222  ______________________________________________________________________
 QT0222  GEOID HEIGHT    -        -15.923 (meters)                     GEOID18
 QT0222  DYNAMIC HEIGHT  -        883.373 (meters)     2898.20  (feet) COMP
 QT0222  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 QT0222
 QT0222  VERT ORDER      -  FIRST     CLASS II
 QT0222
 QT0222.The horizontal coordinates were scaled from a map and have
 QT0222.an estimated accuracy of +/- 6 seconds.
 QT0222
 QT0222.The orthometric height was determined by differential leveling and
 QT0222.adjusted by the NATIONAL GEODETIC SURVEY
 QT0222.in April 2000.
 QT0222
 QT0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0222.GEOID18 height accuracy estimate available here.
 QT0222
 QT0222.Click photographs - Photos may exist for this station.
 QT0222
 QT0222.The dynamic height is computed by dividing the NAVD 88
 QT0222.geopotential number by the normal gravity value computed on the
 QT0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0222.degrees latitude (g = 980.6199 gals.).
 QT0222
 QT0222.The modeled gravity was interpolated from observed gravity values.
 QT0222
 QT0222;                    North         East    Units  Estimated Accuracy
 QT0222;SPC SD N     -   207,570.      328,550.      MT  (+/- 180 meters Scaled)
 QT0222
 QT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL181561(NAD 83)
 QT0222
 QT0222                          SUPERSEDED SURVEY CONTROL
 QT0222
 QT0222  NAVD 88 (06/15/91)  883.487  (m)         2898.57   (f) SUPERSEDED  1 2
 QT0222  NGVD 29 (??/??/92)  883.000  (m)         2896.98   (f) ADJ UNCH    1 2
 QT0222
 QT0222.Superseded values are not recommended for survey control.
 QT0222
 QT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0222.See file dsdata.pdf to determine how the superseded data were derived.
 QT0222
 QT0222_MARKER: DB = BENCH MARK DISK
 QT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0222_STAMPING: S 26 1934
 QT0222_MARK LOGO: CGS
 QT0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0222+STABILITY: SURFACE MOTION
 QT0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0222+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1999
 QT0222
 QT0222  HISTORY     - Date     Condition        Report By
 QT0222  HISTORY     - 1934     MONUMENTED       CGS
 QT0222  HISTORY     - 19980928 GOOD             NGS
 QT0222  HISTORY     - 19990524 GOOD             NGS
 QT0222
 QT0222                          STATION DESCRIPTION
 QT0222
 QT0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0222'6.5 MI N FROM BUFFALO.
 QT0222'6.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING COUNTY,
 QT0222'ABOUT 0.3 MILE NORTH OF A CONCRETE BRIDGE, 64 FEET EAST OF THE
 QT0222'CENTER LINE OF THE HIGHWAY, AND 7 FEET EAST OF THE RIGHT-OF-WAY
 QT0222'FENCE.  A STANDARD DISK, STAMPED S 26 1934 AND SET IN THE TOP
 QT0222'OF A CONCRETE POST.
 QT0222
 QT0222                          STATION RECOVERY (1998)
 QT0222
 QT0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0222'10.2 KM (6.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0222'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A
 QT0222'GRAVELED ROAD, 24.1 M (79.1 FT) SOUTH OF A UTILITY POLE, 20.9 M (68.6
 QT0222'FT) EAST OF THE ROAD CENTER, 5.8 M (19.0 FT) EAST OF A WITNESS POST
 QT0222'AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 QT0222'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 QT0222'MONUMENT IS ON PROPERTY OWNED BY EDWIN HUNSUCKEY, P.O. BOX 187,
 QT0222'BUFFALO, SD 57720.
 QT0222
 QT0222                          STATION RECOVERY (1999)
 QT0222
 QT0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0222'10.2 KM (6.35 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0222'STATE HIGHWAY 20 IN BUFFALO, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A
 QT0222'GRAVELED ROAD, 24.1 M (79.1 FT) SOUTH OF A UTILITY POLE, 20.9 M (68.6
 QT0222'FT) EAST OF THE ROAD CENTER, 5.8 M (19.0 FT) EAST OF A WITNESS POST
 QT0222'AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 QT0222'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 QT0222'MONUMENT IS ON PROPERTY OWNED BY EDWIN HUNSUCKEY, P.O. BOX 187,
 QT0222'BUFFALO, SD 57720.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0380 ***********************************************************************
 QR0380  DESIGNATION -  S 27
 QR0380  PID         -  QR0380
 QR0380  STATE/COUNTY-  SD/WALWORTH
 QR0380  COUNTRY     -  US
 QR0380  USGS QUAD   -  JAVA (2017)
 QR0380
 QR0380                         *CURRENT SURVEY CONTROL
 QR0380  ______________________________________________________________________
 QR0380* NAD 83(1986) POSITION- 45 30 52.     (N) 099 54 30.     (W)   SCALED
 QR0380* NAVD 88 ORTHO HEIGHT -   617.135 (meters)     2024.72  (feet) ADJUSTED
 QR0380  ______________________________________________________________________
 QR0380  GEOID HEIGHT    -        -22.453 (meters)                     GEOID18
 QR0380  DYNAMIC HEIGHT  -        617.068 (meters)     2024.50  (feet) COMP
 QR0380  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 QR0380
 QR0380  VERT ORDER      -  FIRST     CLASS II
 QR0380
 QR0380.The horizontal coordinates were scaled from a map and have
 QR0380.an estimated accuracy of +/- 6 seconds.
 QR0380
 QR0380.The orthometric height was determined by differential leveling and
 QR0380.adjusted by the NATIONAL GEODETIC SURVEY
 QR0380.in June 1991.
 QR0380
 QR0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0380.GEOID18 height accuracy estimate available here.
 QR0380
 QR0380.Click photographs - Photos may exist for this station.
 QR0380
 QR0380.The dynamic height is computed by dividing the NAVD 88
 QR0380.geopotential number by the normal gravity value computed on the
 QR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0380.degrees latitude (g = 980.6199 gals.).
 QR0380
 QR0380.The modeled gravity was interpolated from observed gravity values.
 QR0380
 QR0380;                    North         East    Units  Estimated Accuracy
 QR0380;SPC SD N     -   186,820.      607,160.      MT  (+/- 180 meters Scaled)
 QR0380
 QR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR290405(NAD 83)
 QR0380
 QR0380                          SUPERSEDED SURVEY CONTROL
 QR0380
 QR0380  NGVD 29 (??/??/92)  616.75   (m)         2023.5    (f) COMPUTED    1 2
 QR0380
 QR0380.Superseded values are not recommended for survey control.
 QR0380
 QR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0380.See file dsdata.pdf to determine how the superseded data were derived.
 QR0380
 QR0380_MARKER: DB = BENCH MARK DISK
 QR0380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0380_SP_SET: CULVERT HEADWALL
 QR0380_STAMPING: S 27 1934
 QR0380_MARK LOGO: CGS
 QR0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0380+STABILITY: SURFACE MOTION
 QR0380
 QR0380  HISTORY     - Date     Condition        Report By
 QR0380  HISTORY     - 1934     MONUMENTED       CGS
 QR0380  HISTORY     - 1974     GOOD             USGS
 QR0380  HISTORY     - 19950101 GOOD             SDDENR
 QR0380
 QR0380                          STATION DESCRIPTION
 QR0380
 QR0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0380'1.3 MI W FROM JAVA.
 QR0380'1.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0380'PACIFIC RAILROAD FROM JAVA, WALWORTH COUNTY, ABOUT 38 YARDS
 QR0380'WEST OF MILEPOST 71, ABOUT 1/4 MILE EAST OF AN OVERHEAD BRIDGE,
 QR0380'AT A LARGE CULVERT, IN THE TOP OF THE WEST END OF THE NORTH
 QR0380'CONCRETE HEADWALL, AND 15 FEET NORTH OF THE CENTERLINE OF THE
 QR0380'TRACK.  A STANDARD DISK, STAMPED S 27 1934.
 QR0380
 QR0380                          STATION RECOVERY (1974)
 QR0380
 QR0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0380'RECOVERED IN GOOD CONDITION.
 QR0380
 QR0380                          STATION RECOVERY (1995)
 QR0380
 QR0380'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QR0380'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0328 ***********************************************************************
 QS0328  DESIGNATION -  S 28
 QS0328  PID         -  QS0328
 QS0328  STATE/COUNTY-  SD/CORSON
 QS0328  COUNTRY     -  US
 QS0328  USGS QUAD   -  WAKPALA SW (2017)
 QS0328
 QS0328                         *CURRENT SURVEY CONTROL
 QS0328  ______________________________________________________________________
 QS0328* NAD 83(1986) POSITION- 45 33 42.     (N) 100 37 39.     (W)   SCALED
 QS0328* NAVD 88 ORTHO HEIGHT -   521.877 (meters)     1712.19  (feet) ADJUSTED
 QS0328  ______________________________________________________________________
 QS0328  GEOID HEIGHT    -        -21.525 (meters)                     GEOID18
 QS0328  DYNAMIC HEIGHT  -        521.831 (meters)     1712.04  (feet) COMP
 QS0328  MODELED GRAVITY -    980,512.7   (mgal)                       NAVD 88
 QS0328
 QS0328  VERT ORDER      -  FIRST     CLASS II
 QS0328
 QS0328.The horizontal coordinates were scaled from a map and have
 QS0328.an estimated accuracy of +/- 6 seconds.
 QS0328
 QS0328.The orthometric height was determined by differential leveling and
 QS0328.adjusted by the NATIONAL GEODETIC SURVEY
 QS0328.in June 1991.
 QS0328
 QS0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0328.GEOID18 height accuracy estimate available here.
 QS0328
 QS0328.Click photographs - Photos may exist for this station.
 QS0328
 QS0328.The dynamic height is computed by dividing the NAVD 88
 QS0328.geopotential number by the normal gravity value computed on the
 QS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0328.degrees latitude (g = 980.6199 gals.).
 QS0328
 QS0328.The modeled gravity was interpolated from observed gravity values.
 QS0328
 QS0328;                    North         East    Units  Estimated Accuracy
 QS0328;SPC SD N     -   192,250.      551,010.      MT  (+/- 180 meters Scaled)
 QS0328
 QS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR729466(NAD 83)
 QS0328
 QS0328                          SUPERSEDED SURVEY CONTROL
 QS0328
 QS0328  NGVD 29 (??/??/92)  521.499  (m)         1710.95   (f) ADJ UNCH    1 2
 QS0328
 QS0328.Superseded values are not recommended for survey control.
 QS0328
 QS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0328.See file dsdata.pdf to determine how the superseded data were derived.
 QS0328
 QS0328_MARKER: DB = BENCH MARK DISK
 QS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0328_STAMPING: S 28 1934
 QS0328_MARK LOGO: CGS
 QS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0328+STABILITY: SURFACE MOTION
 QS0328
 QS0328  HISTORY     - Date     Condition        Report By
 QS0328  HISTORY     - 1934     MONUMENTED       CGS
 QS0328  HISTORY     - 1950     POOR             USGS
 QS0328
 QS0328                          STATION DESCRIPTION
 QS0328
 QS0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0328'3.9 MI NE FROM LANDEAU.
 QS0328'ABOUT 3.9 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0328'AND PACIFIC RAILROAD FROM LANDEAU, CORSON COUNTY, ABOUT 40 YARDS
 QS0328'WEST OF MILEPOST 12, ABOUT 60 FEET NORTHWEST OF THE CENTER LINE
 QS0328'OF THE TRACK, AND 9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 QS0328'STANDARD DISK, STAMPED S 28 1934 AND SET IN THE TOP OF A CONCRETE
 QS0328'POST.  NOTE-- 1964 USGS REPORT -- THE CHICAGO, MILWAUKEE, ST.
 QS0328'PAUL AND PACIFIC RAILROAD HAS BEEN MOVED ABOVE THE OAHE RESERVOIR.
 QS0328
 QS0328                          STATION RECOVERY (1950)
 QS0328
 QS0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QS0328'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0211 ***********************************************************************
 QT0211  DESIGNATION -  S 29
 QT0211  PID         -  QT0211
 QT0211  STATE/COUNTY-  SD/PERKINS
 QT0211  COUNTRY     -  US
 QT0211  USGS QUAD   -  GRANDMAS BUTTE (2017)
 QT0211
 QT0211                         *CURRENT SURVEY CONTROL
 QT0211  ______________________________________________________________________
 QT0211* NAD 83(1986) POSITION- 45 31 44.     (N) 102 44 02.     (W)   SCALED
 QT0211* NAVD 88 ORTHO HEIGHT -   856.700 (meters)     2810.69  (feet) ADJUSTED
 QT0211  ______________________________________________________________________
 QT0211  GEOID HEIGHT    -        -17.541 (meters)                     GEOID18
 QT0211  DYNAMIC HEIGHT  -        856.560 (meters)     2810.23  (feet) COMP
 QT0211  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 QT0211
 QT0211  VERT ORDER      -  FIRST     CLASS II
 QT0211
 QT0211.The horizontal coordinates were scaled from a map and have
 QT0211.an estimated accuracy of +/- 6 seconds.
 QT0211
 QT0211.The orthometric height was determined by differential leveling and
 QT0211.adjusted by the NATIONAL GEODETIC SURVEY
 QT0211.in June 1991.
 QT0211
 QT0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0211.GEOID18 height accuracy estimate available here.
 QT0211
 QT0211.Click photographs - Photos may exist for this station.
 QT0211
 QT0211.The dynamic height is computed by dividing the NAVD 88
 QT0211.geopotential number by the normal gravity value computed on the
 QT0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0211.degrees latitude (g = 980.6199 gals.).
 QT0211
 QT0211.The modeled gravity was interpolated from observed gravity values.
 QT0211
 QT0211;                    North         East    Units  Estimated Accuracy
 QT0211;SPC SD N     -   192,020.      386,480.      MT  (+/- 180 meters Scaled)
 QT0211
 QT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL769442(NAD 83)
 QT0211
 QT0211                          SUPERSEDED SURVEY CONTROL
 QT0211
 QT0211  NGVD 29 (??/??/92)  856.236  (m)         2809.17   (f) ADJ UNCH    1 2
 QT0211
 QT0211.Superseded values are not recommended for survey control.
 QT0211
 QT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0211.See file dsdata.pdf to determine how the superseded data were derived.
 QT0211
 QT0211_MARKER: DB = BENCH MARK DISK
 QT0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0211_STAMPING: S 29 1934
 QT0211_MARK LOGO: CGS
 QT0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0211+STABILITY: SURFACE MOTION
 QT0211
 QT0211  HISTORY     - Date     Condition        Report By
 QT0211  HISTORY     - 1934     MONUMENTED       CGS
 QT0211  HISTORY     - 1980     MARK NOT FOUND   USGS
 QT0211  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0211
 QT0211                          STATION DESCRIPTION
 QT0211
 QT0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0211'13 MI W FROM BISON.
 QT0211'13.0 MILES WEST ALONG STATE HIGHWAY 8 FROM BISON, PERKINS COUNTY,
 QT0211'ABOUT 0.6 MILE WEST OF A CONCRETE BRIDGE, AND ABOUT 60 FEET
 QT0211'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 QT0211'S 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0211
 QT0211                          STATION RECOVERY (1980)
 QT0211
 QT0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0211'STATE HIGHWAY 8, REFERRED TO IN THE ORIGINAL DESCRIPTION, IS NOW
 QT0211'STATE HIGHWAY 20.
 QT0211
 QT0211                          STATION RECOVERY (1999)
 QT0211
 QT0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0211'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0066 ***********************************************************************
 QS0066  DESIGNATION -  S 294
 QS0066  PID         -  QS0066
 QS0066  STATE/COUNTY-  SD/CAMPBELL
 QS0066  COUNTRY     -  US
 QS0066  USGS QUAD   -  HERREID (2017)
 QS0066
 QS0066                         *CURRENT SURVEY CONTROL
 QS0066  ______________________________________________________________________
 QS0066* NAD 83(1986) POSITION- 45 46 06.     (N) 100 04 08.     (W)   SCALED
 QS0066* NAVD 88 ORTHO HEIGHT -   518.854 (meters)     1702.27  (feet) ADJUSTED
 QS0066  ______________________________________________________________________
 QS0066  GEOID HEIGHT    -        -22.236 (meters)                     GEOID18
 QS0066  DYNAMIC HEIGHT  -        518.818 (meters)     1702.16  (feet) COMP
 QS0066  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 QS0066
 QS0066  VERT ORDER      -  FIRST     CLASS II
 QS0066
 QS0066.The horizontal coordinates were scaled from a map and have
 QS0066.an estimated accuracy of +/- 6 seconds.
 QS0066
 QS0066.The orthometric height was determined by differential leveling and
 QS0066.adjusted by the NATIONAL GEODETIC SURVEY
 QS0066.in June 1991.
 QS0066
 QS0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0066.GEOID18 height accuracy estimate available here.
 QS0066
 QS0066.Click photographs - Photos may exist for this station.
 QS0066
 QS0066.The dynamic height is computed by dividing the NAVD 88
 QS0066.geopotential number by the normal gravity value computed on the
 QS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0066.degrees latitude (g = 980.6199 gals.).
 QS0066
 QS0066.The modeled gravity was interpolated from observed gravity values.
 QS0066
 QS0066;                    North         East    Units  Estimated Accuracy
 QS0066;SPC SD N     -   215,030.      594,640.      MT  (+/- 180 meters Scaled)
 QS0066
 QS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168688(NAD 83)
 QS0066
 QS0066                          SUPERSEDED SURVEY CONTROL
 QS0066
 QS0066  NGVD 29 (??/??/92)  518.477  (m)         1701.04   (f) ADJ UNCH    1 2
 QS0066
 QS0066.Superseded values are not recommended for survey control.
 QS0066
 QS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0066.See file dsdata.pdf to determine how the superseded data were derived.
 QS0066
 QS0066_MARKER: DB = BENCH MARK DISK
 QS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0066_STAMPING: S 294 1940
 QS0066_MARK LOGO: CGS
 QS0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0066+STABILITY: SURFACE MOTION
 QS0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0066+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 QS0066
 QS0066  HISTORY     - Date     Condition        Report By
 QS0066  HISTORY     - 1940     MONUMENTED       CGS
 QS0066  HISTORY     - 1953     GOOD             CGS
 QS0066  HISTORY     - 19961023 GOOD             NGS
 QS0066
 QS0066                          STATION DESCRIPTION
 QS0066
 QS0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0066'2.8 MI N FROM MOUND CITY.
 QS0066'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MOUND CITY,
 QS0066'CAMPBELL COUNTY, AT THE JUNCTION OF STATE HIGHWAY 10, ABOUT 170
 QS0066'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 10, 79 FEET EAST
 QS0066'OF THE CENTER LINE OF U.S. HIGHWAY 83, AND 0.5 FOOT EAST OF A
 QS0066'WHITE POST.  A STANDARD DISK, STAMPED S 294 1940 AND SET IN THE
 QS0066'TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 QS0066
 QS0066                          STATION RECOVERY (1953)
 QS0066
 QS0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0066'RECOVERED IN GOOD CONDITION.
 QS0066
 QS0066                          STATION RECOVERY (1996)
 QS0066
 QS0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0066'4.7 KM (2.90 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 QS0066'IN MOUND CITY, 440.0 M (1443.6 FT) SOUTH OF MILEPOST 229, 51.8 M
 QS0066'(169.9 FT) NORTH OF THE CENTER OF STATE HIGHWAY 10, 23.8 M (78.1 FT)
 QS0066'EAST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) EAST OF A WITNESS POST
 QS0066'AND FENCE, 2.4 M (7.9 FT) NORTHWEST OF A UTILITY POLE WITH A GUY
 QS0066'CABLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 QS0066'EAST OF A WOODEN WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QS0066'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0278 ***********************************************************************
 QS0278  DESIGNATION -  S 298
 QS0278  PID         -  QS0278
 QS0278  STATE/COUNTY-  SD/DEWEY
 QS0278  COUNTRY     -  US
 QS0278  USGS QUAD   -  PROMISE (2017)
 QS0278
 QS0278                         *CURRENT SURVEY CONTROL
 QS0278  ______________________________________________________________________
 QS0278* NAD 83(1986) POSITION- 45 15 09.     (N) 100 34 34.     (W)   SCALED
 QS0278* NAVD 88 ORTHO HEIGHT -   530.838 (meters)     1741.59  (feet) ADJUSTED
 QS0278  ______________________________________________________________________
 QS0278  GEOID HEIGHT    -        -21.925 (meters)                     GEOID18
 QS0278  DYNAMIC HEIGHT  -        530.769 (meters)     1741.36  (feet) COMP
 QS0278  MODELED GRAVITY -    980,469.5   (mgal)                       NAVD 88
 QS0278
 QS0278  VERT ORDER      -  SECOND    CLASS 0
 QS0278
 QS0278.The horizontal coordinates were scaled from a map and have
 QS0278.an estimated accuracy of +/- 6 seconds.
 QS0278
 QS0278.The orthometric height was determined by differential leveling and
 QS0278.adjusted by the NATIONAL GEODETIC SURVEY
 QS0278.in June 1991.
 QS0278
 QS0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0278.GEOID18 height accuracy estimate available here.
 QS0278
 QS0278.Click photographs - Photos may exist for this station.
 QS0278
 QS0278.The dynamic height is computed by dividing the NAVD 88
 QS0278.geopotential number by the normal gravity value computed on the
 QS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0278.degrees latitude (g = 980.6199 gals.).
 QS0278
 QS0278.The modeled gravity was interpolated from observed gravity values.
 QS0278
 QS0278;                    North         East    Units  Estimated Accuracy
 QS0278;SPC SD N     -   157,860.      554,780.      MT  (+/- 180 meters Scaled)
 QS0278
 QS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR763122(NAD 83)
 QS0278
 QS0278                          SUPERSEDED SURVEY CONTROL
 QS0278
 QS0278  NGVD 29 (??/??/92)  530.446  (m)         1740.30   (f) ADJ UNCH    2 0
 QS0278
 QS0278.Superseded values are not recommended for survey control.
 QS0278
 QS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0278.See file dsdata.pdf to determine how the superseded data were derived.
 QS0278
 QS0278_MARKER: DB = BENCH MARK DISK
 QS0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0278_STAMPING: S 298 1940
 QS0278_MARK LOGO: CGS
 QS0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0278+STABILITY: SURFACE MOTION
 QS0278
 QS0278  HISTORY     - Date     Condition        Report By
 QS0278  HISTORY     - 1940     MONUMENTED       CGS
 QS0278
 QS0278                          STATION DESCRIPTION
 QS0278
 QS0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0278'6.2 MI SE FROM PROMISE.
 QS0278'ABOUT 6.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0278'PAUL AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY
 QS0278'COUNTY, ABOUT 2 POLES SOUTH OF MILEPOST 19, 50 FEET SOUTHWEST
 QS0278'OF THE CENTER LINE OF THE TRACK, AND 1 FOOT NORTHWEST OF A WHITE
 QS0278'REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 QS0278'S 298 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 QS0278'0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0478 ***********************************************************************
 QS0478  DESIGNATION -  S 30
 QS0478  PID         -  QS0478
 QS0478  STATE/COUNTY-  SD/DEWEY
 QS0478  COUNTRY     -  US
 QS0478  USGS QUAD   -  FIRESTEEL (2017)
 QS0478
 QS0478                         *CURRENT SURVEY CONTROL
 QS0478  ______________________________________________________________________
 QS0478* NAD 83(1986) POSITION- 45 24 30.     (N) 101 21 27.     (W)   SCALED
 QS0478* NAVD 88 ORTHO HEIGHT -   719.195 (meters)     2359.56  (feet) ADJUSTED
 QS0478  ______________________________________________________________________
 QS0478  GEOID HEIGHT    -        -20.671 (meters)                     GEOID18
 QS0478  DYNAMIC HEIGHT  -        719.088 (meters)     2359.21  (feet) COMP
 QS0478  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 QS0478
 QS0478  VERT ORDER      -  FIRST     CLASS II
 QS0478
 QS0478.The horizontal coordinates were scaled from a map and have
 QS0478.an estimated accuracy of +/- 6 seconds.
 QS0478
 QS0478.The orthometric height was determined by differential leveling and
 QS0478.adjusted by the NATIONAL GEODETIC SURVEY
 QS0478.in June 1991.
 QS0478
 QS0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0478.GEOID18 height accuracy estimate available here.
 QS0478
 QS0478.Click photographs - Photos may exist for this station.
 QS0478
 QS0478.The dynamic height is computed by dividing the NAVD 88
 QS0478.geopotential number by the normal gravity value computed on the
 QS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0478.degrees latitude (g = 980.6199 gals.).
 QS0478
 QS0478.The modeled gravity was interpolated from observed gravity values.
 QS0478
 QS0478;                    North         East    Units  Estimated Accuracy
 QS0478;SPC SD N     -   175,910.      493,740.      MT  (+/- 180 meters Scaled)
 QS0478
 QS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR155310(NAD 83)
 QS0478
 QS0478                          SUPERSEDED SURVEY CONTROL
 QS0478
 QS0478  NGVD 29 (??/??/92)  718.750  (m)         2358.10   (f) ADJ UNCH    1 2
 QS0478
 QS0478.Superseded values are not recommended for survey control.
 QS0478
 QS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0478.See file dsdata.pdf to determine how the superseded data were derived.
 QS0478
 QS0478_MARKER: DB = BENCH MARK DISK
 QS0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0478_STAMPING: S 30 1934
 QS0478_MARK LOGO: CGS
 QS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0478+STABILITY: SURFACE MOTION
 QS0478
 QS0478  HISTORY     - Date     Condition        Report By
 QS0478  HISTORY     - 1934     MONUMENTED       CGS
 QS0478  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0478  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0478
 QS0478                          STATION DESCRIPTION
 QS0478
 QS0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0478'3.7 MI W FROM FIRESTEEL.
 QS0478'ABOUT 3.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0478'AND PACIFIC RAILROAD FROM FIRESTEEL, DEWEY COUNTY, 15 FEET EAST
 QS0478'OF MILEPOST 54, ABOUT 0.5 MILE WEST OF A ROAD CROSSING, AND 39
 QS0478'FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 QS0478'STAMPED S 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0478
 QS0478                          STATION RECOVERY (1976)
 QS0478
 QS0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0478'MARK NOT FOUND.
 QS0478
 QS0478                          STATION RECOVERY (1999)
 QS0478
 QS0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0478'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0504 ***********************************************************************
 OR0504  DESIGNATION -  S 300
 OR0504  PID         -  OR0504
 OR0504  STATE/COUNTY-  SD/BRULE
 OR0504  COUNTRY     -  US
 OR0504  USGS QUAD   -  BOND BOTTOM (2017)
 OR0504
 OR0504                         *CURRENT SURVEY CONTROL
 OR0504  ______________________________________________________________________
 OR0504* NAD 83(1996) POSITION- 43 35 10.42767(N) 099 15 04.30660(W)   ADJUSTED
 OR0504* NAVD 88 ORTHO HEIGHT -   560.529 (meters)     1839.00  (feet) ADJUSTED
 OR0504  ______________________________________________________________________
 OR0504  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 OR0504  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 OR0504  DYNAMIC HEIGHT  -        560.352 (meters)     1838.42  (feet) COMP
 OR0504  MODELED GRAVITY -    980,285.3   (mgal)                       NAVD 88
 OR0504
 OR0504  HORZ ORDER      -  THIRD
 OR0504  VERT ORDER      -  SECOND    CLASS 0
 OR0504
 OR0504.The horizontal coordinates were established by classical geodetic methods
 OR0504.and adjusted by the National Geodetic Survey in January 1998.
 OR0504
 OR0504.The orthometric height was determined by differential leveling and
 OR0504.adjusted by the NATIONAL GEODETIC SURVEY
 OR0504.in June 1991.
 OR0504
 OR0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0504.GEOID18 height accuracy estimate available here.
 OR0504
 OR0504.Click photographs - Photos may exist for this station.
 OR0504
 OR0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0504
 OR0504.The dynamic height is computed by dividing the NAVD 88
 OR0504.geopotential number by the normal gravity value computed on the
 OR0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0504.degrees latitude (g = 980.6199 gals.).
 OR0504
 OR0504.The modeled gravity was interpolated from observed gravity values.
 OR0504
 OR0504. The following values were computed from the NAD 83(1996) position.
 OR0504
 OR0504;                    North         East     Units Scale Factor Converg.
 OR0504;SPC SD S     -   139,754.911   687,384.400   MT  0.99990703   +0 44 47.5
 OR0504;SPC SD S     -   458,512.57  2,255,193.65   sFT  0.99990703   +0 44 47.5
 OR0504;UTM  14      - 4,825,948.627   479,721.126   MT  0.99960506   -0 10 23.5
 OR0504
 OR0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0504!SPC SD S     -   0.99991620  x   0.99990703  =   0.99982324
 OR0504!UTM  14      -   0.99991620  x   0.99960506  =   0.99952130
 OR0504
 OR0504:                Primary Azimuth Mark                     Grid Az
 OR0504:SPC SD S     -  OLA                                      267 29 49.3
 OR0504:UTM  14      -  OLA                                      268 25 00.3
 OR0504
 OR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7972125948(NAD 83)
 OR0504
 OR0504|---------------------------------------------------------------------|
 OR0504| PID    Reference Object                     Distance      Geod. Az  |
 OR0504|                                                           dddmmss.s |
 OR0504| CO2227 S 300 RM 1                           16.628 METERS 23546     |
 OR0504| OR0856 OLA                                 APPROX. 0.9 KM 2681436.8 |
 OR0504| CO2228 S 300 RM 2                           15.295 METERS 35726     |
 OR0504|---------------------------------------------------------------------|
 OR0504
 OR0504                          SUPERSEDED SURVEY CONTROL
 OR0504
 OR0504  NAD 83(1995)-  43 35 10.42700(N)    099 15 04.31071(W) AD(       ) 3
 OR0504  NAD 83(1986)-  43 35 10.42806(N)    099 15 04.31359(W) AD(       ) 3
 OR0504  NAD 27      -  43 35 10.42700(N)    099 15 02.97000(W) AD(       ) 3
 OR0504  NGVD 29 (??/??/92)  560.17   (m)         1837.8    (f) COMPUTED    2 0
 OR0504  NGVD 29             560.17   (m)         1837.8    (f) LEVELING    3  
 OR0504
 OR0504.Superseded values are not recommended for survey control.
 OR0504
 OR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0504.See file dsdata.pdf to determine how the superseded data were derived.
 OR0504
 OR0504_MARKER: DB = BENCH MARK DISK
 OR0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0504_STAMPING: S 300 1945
 OR0504_MARK LOGO: CGS
 OR0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0504+STABILITY: SURFACE MOTION
 OR0504
 OR0504  HISTORY     - Date     Condition        Report By
 OR0504  HISTORY     - 1945     MONUMENTED       CGS
 OR0504  HISTORY     - 1948     GOOD             CGS
 OR0504
 OR0504                          STATION DESCRIPTION
 OR0504
 OR0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0504'18.9 MI SE FROM CHAMBERLAIN.
 OR0504'18.9 MILES SOUTHEAST TO REACH FROM THE POST OFFICE AT CHAMBERLAIN
 OR0504'GO SOUTH 2 BLOCKS, THENCE SOUTHEASTERLY 2.7 MILES ALONG U.S.
 OR0504'HIGHWAY NO. 16, THENCE SOUTH 10.1 MILES ALONG A GRAVELED ROAD,
 OR0504'THENCE EAST 3.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 3.0
 OR0504'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT
 OR0504'A T INTERSECTION, 35.0 FEET WEST OF AND ABOUT LEVEL WITH THE
 OR0504'CENTER LINE OF THE ROAD LEADING NORTH, 67.0 FEET NORTH OF THE
 OR0504'CENTER LINE OF THE EAST-WEST ROAD, 1.0 FOOT WEST OF A FENCE AND
 OR0504'3.0 FEET SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED
 OR0504'S 300 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OR0504'6 INCHES ABOVE GROUND.
 OR0504
 OR0504                          STATION RECOVERY (1948)
 OR0504
 OR0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 OR0504'STATION OLA IS LOCATED ABOUT 7-1/4 MILES NORTHWEST OF BIJOU
 OR0504'HILLS, 4 MILES EAST OF THE MISSOURI RIVER AND 0.1 MILE WEST
 OR0504'OF THE DOBBERSTAIN SCHOOL HOUSE.  IT IS 35 FEET SOUTH OF A DIRT
 OR0504'ROAD, AND 4-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 OR0504'
 OR0504'STATION BM S-300 1945 (USC AND GS)
 OR0504'IS APPROXIMATELY 0.6 MILE EAST OF THE STATION OLA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0505 ***********************************************************************
 OR0505  DESIGNATION -  S 300 RESET
 OR0505  PID         -  OR0505
 OR0505  STATE/COUNTY-  SD/BRULE
 OR0505  COUNTRY     -  US
 OR0505  USGS QUAD   -  BOND BOTTOM (2017)
 OR0505
 OR0505                         *CURRENT SURVEY CONTROL
 OR0505  ______________________________________________________________________
 OR0505* NAD 83(1986) POSITION- 43 35 11.     (N) 099 15 05.     (W)   SCALED
 OR0505* NAVD 88 ORTHO HEIGHT -   558.90  (+/-2cm)     1833.7   (feet) VERTCON3
 OR0505  ______________________________________________________________________
 OR0505  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 OR0505  VERT ORDER      -  THIRD (See Below)
 OR0505
 OR0505.The horizontal coordinates were scaled from a map and have
 OR0505.an estimated accuracy of +/- 6 seconds.
 OR0505
 OR0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0505
 OR0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0505.GEOID18 height accuracy estimate available here.
 OR0505
 OR0505.The vertical order pertains to the NGVD 29 superseded value.
 OR0505
 OR0505.Click photographs - Photos may exist for this station.
 OR0505
 OR0505;                    North         East    Units  Estimated Accuracy
 OR0505;SPC SD S     -   139,770.      687,370.      MT  (+/- 180 meters Scaled)
 OR0505
 OR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP797259(NAD 83)
 OR0505
 OR0505                          SUPERSEDED SURVEY CONTROL
 OR0505
 OR0505  NGVD 29 (??/??/??)  558.55   (m)         1832.5    (f) RESET       3  
 OR0505
 OR0505.Superseded values are not recommended for survey control.
 OR0505
 OR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0505.See file dsdata.pdf to determine how the superseded data were derived.
 OR0505
 OR0505_MARKER: DB = BENCH MARK DISK
 OR0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0505_STAMPING: S 300 RESET 1949
 OR0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0505+STABILITY: SURFACE MOTION
 OR0505
 OR0505  HISTORY     - Date     Condition        Report By
 OR0505  HISTORY     - 1949     MONUMENTED       SDHD
 OR0505  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0505  HISTORY     - 1984     MARK NOT FOUND   NGS
 OR0505
 OR0505                          STATION DESCRIPTION
 OR0505
 OR0505'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 OR0505'18.9 MI SE FROM CHAMBERLAIN.
 OR0505'18.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0505'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0505'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0505'10.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST ALONG
 OR0505'A GRADED DIRT ROAD, AND THENCE 3.0 MILES SOUTH ALONG A GRADED
 OR0505'DIRT ROAD.  IT IS AT A T-ROAD INTERSECTION, 270 FEET NORTH OF
 OR0505'THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 54 FEET EAST OF
 OR0505'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND SET IN THE TOP
 OR0505'OF A CONCRETE POST.
 OR0505
 OR0505                          STATION RECOVERY (1974)
 OR0505
 OR0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0505'MARK NOT FOUND.
 OR0505
 OR0505                          STATION RECOVERY (1984)
 OR0505
 OR0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0505'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0693 ***********************************************************************
 OR0693  DESIGNATION -  S 301
 OR0693  PID         -  OR0693
 OR0693  STATE/COUNTY-  SD/CHARLES MIX
 OR0693  COUNTRY     -  US
 OR0693  USGS QUAD   -  ACADEMY (2017)
 OR0693
 OR0693                         *CURRENT SURVEY CONTROL
 OR0693  ______________________________________________________________________
 OR0693* NAD 83(1986) POSITION- 43 23 02.84   (N) 099 03 47.05   (W)   HD_HELD1
 OR0693* NAVD 88 ORTHO HEIGHT -   510.282 (meters)     1674.15  (feet) ADJUSTED
 OR0693  ______________________________________________________________________
 OR0693  GEOID HEIGHT    -        -26.290 (meters)                     GEOID18
 OR0693  DYNAMIC HEIGHT  -        510.111 (meters)     1673.59  (feet) COMP
 OR0693  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OR0693
 OR0693  VERT ORDER      -  FIRST     CLASS II
 OR0693
 OR0693.The horizontal coordinates were determined by differentially corrected
 OR0693.hand held GPS observations or other comparable positioning techniques
 OR0693.and have an estimated accuracy of +/- 3 meters.
 OR0693
 OR0693.The orthometric height was determined by differential leveling and
 OR0693.adjusted by the NATIONAL GEODETIC SURVEY
 OR0693.in June 1991.
 OR0693
 OR0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0693.GEOID18 height accuracy estimate available here.
 OR0693
 OR0693.Click photographs - Photos may exist for this station.
 OR0693
 OR0693.The dynamic height is computed by dividing the NAVD 88
 OR0693.geopotential number by the normal gravity value computed on the
 OR0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0693.degrees latitude (g = 980.6199 gals.).
 OR0693
 OR0693.The modeled gravity was interpolated from observed gravity values.
 OR0693
 OR0693;                    North         East    Units  Estimated Accuracy
 OR0693;SPC SD S     -   117,520.1     702,918.2     MT  (+/- 3 meters HH1 GPS) 
 OR0693
 OR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9489103474(NAD 83)
 OR0693
 OR0693                          SUPERSEDED SURVEY CONTROL
 OR0693
 OR0693  NGVD 29 (??/??/92)  509.932  (m)         1673.00   (f) ADJ UNCH    1 2
 OR0693
 OR0693.Superseded values are not recommended for survey control.
 OR0693
 OR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0693.See file dsdata.pdf to determine how the superseded data were derived.
 OR0693
 OR0693_MARKER: DB = BENCH MARK DISK
 OR0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0693_STAMPING: S 301 1945
 OR0693_MARK LOGO: CGS
 OR0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0693+STABILITY: SURFACE MOTION
 OR0693
 OR0693  HISTORY     - Date     Condition        Report By
 OR0693  HISTORY     - 1945     MONUMENTED       CGS
 OR0693  HISTORY     - 1963     GOOD             CGS
 OR0693  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0693
 OR0693                          STATION DESCRIPTION
 OR0693
 OR0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0693'6.1 MI SE FROM ACADEMY.
 OR0693'THIS MARK RECOVERED AS DESCRIBED IN THE SOUTHEAST ANGLE OF A
 OR0693'T-INTERSECTION.  TO REACH THE MARK FROM PLATTE, CHARLES MIX COUNTY,
 OR0693'GO WEST ON STATE HIGHWAY 44 FOR ABOUT 11.0 MILES TO A POINT WHERE
 OR0693'THE NEW ROAD BEARS TO THE RIGHT, CONTINUE WEST ON THE OLD ROAD
 OR0693'FOR ABOUT 0.1 MILE TO A T-INTERSECTION AND MARK ON LEFT.
 OR0693
 OR0693                          STATION RECOVERY (1971)
 OR0693
 OR0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0693'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0470 ***********************************************************************
 OR0470  DESIGNATION -  S 302
 OR0470  PID         -  OR0470
 OR0470  STATE/COUNTY-  SD/LYMAN
 OR0470  COUNTRY     -  US
 OR0470  USGS QUAD   -  IONA (2017)
 OR0470
 OR0470                         *CURRENT SURVEY CONTROL
 OR0470  ______________________________________________________________________
 OR0470* NAD 83(1986) POSITION- 43 35 56.     (N) 099 25 28.     (W)   SCALED
 OR0470* NAVD 88 ORTHO HEIGHT -   540.985 (meters)     1774.88  (feet) ADJUSTED
 OR0470  ______________________________________________________________________
 OR0470  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 OR0470  DYNAMIC HEIGHT  -        540.819 (meters)     1774.34  (feet) COMP
 OR0470  MODELED GRAVITY -    980,295.4   (mgal)                       NAVD 88
 OR0470
 OR0470  VERT ORDER      -  SECOND    CLASS 0
 OR0470
 OR0470.The horizontal coordinates were scaled from a map and have
 OR0470.an estimated accuracy of +/- 6 seconds.
 OR0470
 OR0470.The orthometric height was determined by differential leveling and
 OR0470.adjusted by the NATIONAL GEODETIC SURVEY
 OR0470.in June 1991.
 OR0470
 OR0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0470.GEOID18 height accuracy estimate available here.
 OR0470
 OR0470.Click photographs - Photos may exist for this station.
 OR0470
 OR0470.The dynamic height is computed by dividing the NAVD 88
 OR0470.geopotential number by the normal gravity value computed on the
 OR0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0470.degrees latitude (g = 980.6199 gals.).
 OR0470
 OR0470.The modeled gravity was interpolated from observed gravity values.
 OR0470
 OR0470;                    North         East    Units  Estimated Accuracy
 OR0470;SPC SD S     -   140,990.      673,380.      MT  (+/- 180 meters Scaled)
 OR0470
 OR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP657274(NAD 83)
 OR0470
 OR0470                          SUPERSEDED SURVEY CONTROL
 OR0470
 OR0470  NGVD 29 (??/??/92)  540.651  (m)         1773.79   (f) ADJ UNCH    2 0
 OR0470
 OR0470.Superseded values are not recommended for survey control.
 OR0470
 OR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0470.See file dsdata.pdf to determine how the superseded data were derived.
 OR0470
 OR0470_MARKER: DB = BENCH MARK DISK
 OR0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0470_STAMPING: S 302 1945
 OR0470_MARK LOGO: CGS
 OR0470_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0470+STABILITY: SURFACE MOTION
 OR0470
 OR0470  HISTORY     - Date     Condition        Report By
 OR0470  HISTORY     - 1945     MONUMENTED       CGS
 OR0470
 OR0470                          STATION DESCRIPTION
 OR0470
 OR0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0470'3.9 MI N FROM IONA.
 OR0470'3.9 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0470'IONA, LYMAN COUNTY, 300 YARDS SOUTHEAST OF A FARMHOUSE, 37 FEET
 OR0470'EAST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET EAST OF A FENCE,
 OR0470'1-1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 OR0470'THE HIGHWAY.  AN IRON BENCH MARK DISK, STAMPED S 302 1945 AND SET
 OR0470'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 OR0470'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0137 ***********************************************************************
 PT0137  DESIGNATION -  S 303
 PT0137  PID         -  PT0137
 PT0137  STATE/COUNTY-  SD/HUGHES
 PT0137  COUNTRY     -  US
 PT0137  USGS QUAD   -  PIERRE (2017)
 PT0137
 PT0137                         *CURRENT SURVEY CONTROL
 PT0137  ______________________________________________________________________
 PT0137* NAD 83(1986) POSITION- 44 22 28.     (N) 100 19 30.     (W)   SCALED
 PT0137* NAVD 88 ORTHO HEIGHT -   517.463 (meters)     1697.71  (feet) ADJUSTED
 PT0137  ______________________________________________________________________
 PT0137  GEOID HEIGHT    -        -23.432 (meters)                     GEOID18
 PT0137  DYNAMIC HEIGHT  -        517.360 (meters)     1697.37  (feet) COMP
 PT0137  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 PT0137
 PT0137  VERT ORDER      -  FIRST     CLASS II
 PT0137
 PT0137.The horizontal coordinates were scaled from a map and have
 PT0137.an estimated accuracy of +/- 6 seconds.
 PT0137
 PT0137.The orthometric height was determined by differential leveling and
 PT0137.adjusted by the NATIONAL GEODETIC SURVEY
 PT0137.in June 1991.
 PT0137
 PT0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0137.GEOID18 height accuracy estimate available here.
 PT0137
 PT0137.Click photographs - Photos may exist for this station.
 PT0137
 PT0137.The dynamic height is computed by dividing the NAVD 88
 PT0137.geopotential number by the normal gravity value computed on the
 PT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0137.degrees latitude (g = 980.6199 gals.).
 PT0137
 PT0137.The modeled gravity was interpolated from observed gravity values.
 PT0137
 PT0137;                    North         East    Units  Estimated Accuracy
 PT0137;SPC SD S     -   226,760.      600,660.      MT  (+/- 180 meters Scaled)
 PT0137
 PT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ944143(NAD 83)
 PT0137
 PT0137                          SUPERSEDED SURVEY CONTROL
 PT0137
 PT0137  NGVD 29 (??/??/92)  517.086  (m)         1696.47   (f) ADJ UNCH    1 2
 PT0137
 PT0137.Superseded values are not recommended for survey control.
 PT0137
 PT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0137.See file dsdata.pdf to determine how the superseded data were derived.
 PT0137
 PT0137_MARKER: DB = BENCH MARK DISK
 PT0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0137_STAMPING: S 303 1945
 PT0137_MARK LOGO: CGS
 PT0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0137+STABILITY: SURFACE MOTION
 PT0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0137+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1986
 PT0137
 PT0137  HISTORY     - Date     Condition        Report By
 PT0137  HISTORY     - 1945     MONUMENTED       CGS
 PT0137  HISTORY     - 1982     MARK NOT FOUND   NGS
 PT0137  HISTORY     - 19860930 MARK NOT FOUND   NGS
 PT0137
 PT0137                          STATION DESCRIPTION
 PT0137
 PT0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 PT0137'1.7 MI NE FROM PIERRE.
 PT0137'0.9 MILE EAST ALONG CAPITOL AVENUE FROM THE STATE CAPITOL BUILDING
 PT0137'AT PIERRE, HUGHES COUNTY, THENCE ABOUT 0.8 MILE NORTHEAST ALONG
 PT0137'A GRAVEL ROAD, ABOUT 140 YARDS SOUTHWEST OF AN EAST-AND-WEST
 PT0137'FENCE LINE, 43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PT0137'25 FEET SOUTHWEST OF A POLE, IN LINE WITH A ROW OF POLES ON THE
 PT0137'NORTHWEST SIDE OF THE ROAD, 1 FOOT SOUTHEAST OF A FENCE, 1.5 FEET
 PT0137'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 PT0137'THE ROAD.  A STANDARD DISK, STAMPED S 303 1945 AND SET IN THE
 PT0137'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 PT0137
 PT0137                          STATION RECOVERY (1982)
 PT0137
 PT0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PT0137'MARK NOT FOUND.
 PT0137
 PT0137                          STATION RECOVERY (1986)
 PT0137
 PT0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0137'NOT FOUND AND CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0165 ***********************************************************************
 QS0165  DESIGNATION -  S 304
 QS0165  PID         -  QS0165
 QS0165  STATE/COUNTY-  SD/DEWEY
 QS0165  COUNTRY     -  US
 QS0165  USGS QUAD   -  MOREAU SE (2017)
 QS0165
 QS0165                         *CURRENT SURVEY CONTROL
 QS0165  ______________________________________________________________________
 QS0165* NAD 83(1986) POSITION- 45 18 39.     (N) 100 20 24.     (W)   SCALED
 QS0165* NAVD 88 ORTHO HEIGHT -   532.372 (meters)     1746.62  (feet) ADJUSTED
 QS0165  ______________________________________________________________________
 QS0165  GEOID HEIGHT    -        -22.059 (meters)                     GEOID18
 QS0165  DYNAMIC HEIGHT  -        532.311 (meters)     1746.42  (feet) COMP
 QS0165  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 QS0165
 QS0165  VERT ORDER      -  SECOND    CLASS 0
 QS0165
 QS0165.The horizontal coordinates were scaled from a map and have
 QS0165.an estimated accuracy of +/- 6 seconds.
 QS0165
 QS0165.The orthometric height was determined by differential leveling and
 QS0165.adjusted by the NATIONAL GEODETIC SURVEY
 QS0165.in June 1991.
 QS0165
 QS0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0165.GEOID18 height accuracy estimate available here.
 QS0165
 QS0165.Click photographs - Photos may exist for this station.
 QS0165
 QS0165.The dynamic height is computed by dividing the NAVD 88
 QS0165.geopotential number by the normal gravity value computed on the
 QS0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0165.degrees latitude (g = 980.6199 gals.).
 QS0165
 QS0165.The modeled gravity was interpolated from observed gravity values.
 QS0165
 QS0165;                    North         East    Units  Estimated Accuracy
 QS0165;SPC SD N     -   164,240.      573,340.      MT  (+/- 180 meters Scaled)
 QS0165
 QS0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR949183(NAD 83)
 QS0165
 QS0165                          SUPERSEDED SURVEY CONTROL
 QS0165
 QS0165  NGVD 29 (??/??/92)  532.008  (m)         1745.43   (f) ADJ UNCH    2 0
 QS0165
 QS0165.Superseded values are not recommended for survey control.
 QS0165
 QS0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0165.See file dsdata.pdf to determine how the superseded data were derived.
 QS0165
 QS0165_MARKER: DB = BENCH MARK DISK
 QS0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0165_STAMPING: S 304 1945
 QS0165_MARK LOGO: CGS
 QS0165_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0165+STABILITY: SURFACE MOTION
 QS0165
 QS0165  HISTORY     - Date     Condition        Report By
 QS0165  HISTORY     - 1945     MONUMENTED       CGS
 QS0165
 QS0165                          STATION DESCRIPTION
 QS0165
 QS0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0165'21.8 MI S FROM MOBRIDGE.
 QS0165'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0165'3.8 MILES WEST ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWEST 1.4
 QS0165'MILES ALONG STATE HIGHWAY NO. 8, THENCE SOUTH 9.3 MILES ALONG A
 QS0165'GRAVELED ROAD, THENCE SOUTHEAST 7.3 MILES ALONG A GRAVELED
 QS0165'ROAD TO SITE OF MARK, BENCH MARK IS 5.9 MILES SOUTHEAST OF THE
 QS0165'CATHOLIC CHURCH AT MOREAU, NEAR THE TOP OF A LONG HILL, ABOUT
 QS0165'97 YARDS SOUTHEAST OF THE SOUTHEAST END OF A GUARD RAIL FENCE,
 QS0165'36.5 FEET SOUTHWEST OF AND ABOUT LEVEL WITH CENTERLINE OF
 QS0165'ROAD, 54.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT WEST OF
 QS0165'4 X 4 MARKER POST.  AN IRON DISK STAMPED S 304 1945 IS SET IN
 QS0165'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0147 ***********************************************************************
 QS0147  DESIGNATION -  S 305
 QS0147  PID         -  QS0147
 QS0147  STATE/COUNTY-  SD/DEWEY
 QS0147  COUNTRY     -  US
 QS0147  USGS QUAD   -  MOREAU (2017)
 QS0147
 QS0147                         *CURRENT SURVEY CONTROL
 QS0147  ______________________________________________________________________
 QS0147* NAD 83(1986) POSITION- 45 22 29.     (N) 100 29 36.     (W)   SCALED
 QS0147* NAVD 88 ORTHO HEIGHT -   485.587 (meters)     1593.13  (feet) ADJUSTED
 QS0147  ______________________________________________________________________
 QS0147  GEOID HEIGHT    -        -21.847 (meters)                     GEOID18
 QS0147  DYNAMIC HEIGHT  -        485.538 (meters)     1592.97  (feet) COMP
 QS0147  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 QS0147
 QS0147  VERT ORDER      -  SECOND    CLASS 0
 QS0147
 QS0147.The horizontal coordinates were scaled from a map and have
 QS0147.an estimated accuracy of +/- 6 seconds.
 QS0147
 QS0147.The orthometric height was determined by differential leveling and
 QS0147.adjusted by the NATIONAL GEODETIC SURVEY
 QS0147.in June 1991.
 QS0147
 QS0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0147.GEOID18 height accuracy estimate available here.
 QS0147
 QS0147.Click photographs - Photos may exist for this station.
 QS0147
 QS0147.The dynamic height is computed by dividing the NAVD 88
 QS0147.geopotential number by the normal gravity value computed on the
 QS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0147.degrees latitude (g = 980.6199 gals.).
 QS0147
 QS0147.The modeled gravity was interpolated from observed gravity values.
 QS0147
 QS0147;                    North         East    Units  Estimated Accuracy
 QS0147;SPC SD N     -   171,400.      561,360.      MT  (+/- 180 meters Scaled)
 QS0147
 QS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR830256(NAD 83)
 QS0147
 QS0147                          SUPERSEDED SURVEY CONTROL
 QS0147
 QS0147  NGVD 29 (??/??/92)  485.221  (m)         1591.93   (f) ADJ UNCH    2 0
 QS0147
 QS0147.Superseded values are not recommended for survey control.
 QS0147
 QS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0147.See file dsdata.pdf to determine how the superseded data were derived.
 QS0147
 QS0147_MARKER: DB = BENCH MARK DISK
 QS0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0147_STAMPING: S 305 1945
 QS0147_MARK LOGO: CGS
 QS0147_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0147+STABILITY: SURFACE MOTION
 QS0147
 QS0147  HISTORY     - Date     Condition        Report By
 QS0147  HISTORY     - 1945     MONUMENTED       CGS
 QS0147
 QS0147                          STATION DESCRIPTION
 QS0147
 QS0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0147'8.4 MI NE FROM PROMISE.
 QS0147'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QS0147'STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A DIRT ROAD,
 QS0147'THENCE EASTERLY 6.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK,
 QS0147'BENCH MARK IS 40.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.0
 QS0147'FEET EAST OF A TELEPHONE POLE AND 3.0 FEET WEST OF A 4 X 4 MARKER
 QS0147'POST.  AN IRON DISK STAMPED S 305 1945, SET IN THE TOP OF A
 QS0147'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0005 ***********************************************************************
 QS0005  DESIGNATION -  S 306
 QS0005  PID         -  QS0005
 QS0005  STATE/COUNTY-  SD/CORSON
 QS0005  COUNTRY     -  US
 QS0005  USGS QUAD   -  KENEL (2017)
 QS0005
 QS0005                         *CURRENT SURVEY CONTROL
 QS0005  ______________________________________________________________________
 QS0005* NAD 83(1986) POSITION- 45 51 35.     (N) 100 27 56.     (W)   SCALED
 QS0005* NAVD 88 ORTHO HEIGHT -   598.885 (meters)     1964.84  (feet) ADJUSTED
 QS0005  ______________________________________________________________________
 QS0005  GEOID HEIGHT    -        -21.657 (meters)                     GEOID18
 QS0005  DYNAMIC HEIGHT  -        598.849 (meters)     1964.72  (feet) COMP
 QS0005  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 QS0005
 QS0005  VERT ORDER      -  FIRST     CLASS II
 QS0005
 QS0005.The horizontal coordinates were scaled from a map and have
 QS0005.an estimated accuracy of +/- 6 seconds.
 QS0005
 QS0005.The orthometric height was determined by differential leveling and
 QS0005.adjusted by the NATIONAL GEODETIC SURVEY
 QS0005.in June 1991.
 QS0005
 QS0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0005.GEOID18 height accuracy estimate available here.
 QS0005
 QS0005.Click photographs - Photos may exist for this station.
 QS0005
 QS0005.The dynamic height is computed by dividing the NAVD 88
 QS0005.geopotential number by the normal gravity value computed on the
 QS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0005.degrees latitude (g = 980.6199 gals.).
 QS0005
 QS0005.The modeled gravity was interpolated from observed gravity values.
 QS0005
 QS0005;                    North         East    Units  Estimated Accuracy
 QS0005;SPC SD N     -   225,290.      563,840.      MT  (+/- 180 meters Scaled)
 QS0005
 QS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR862795(NAD 83)
 QS0005
 QS0005                          SUPERSEDED SURVEY CONTROL
 QS0005
 QS0005  NGVD 29 (??/??/92)  598.505  (m)         1963.60   (f) ADJ UNCH    1 2
 QS0005
 QS0005.Superseded values are not recommended for survey control.
 QS0005
 QS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0005.See file dsdata.pdf to determine how the superseded data were derived.
 QS0005
 QS0005_MARKER: DB = BENCH MARK DISK
 QS0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0005_STAMPING: S 306 1945
 QS0005_MARK LOGO: CGS
 QS0005_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0005+STABILITY: SURFACE MOTION
 QS0005
 QS0005  HISTORY     - Date     Condition        Report By
 QS0005  HISTORY     - 1945     MONUMENTED       CGS
 QS0005  HISTORY     - 1949     GOOD             CGS
 QS0005
 QS0005                          STATION DESCRIPTION
 QS0005
 QS0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0005'4.3 MI S FROM KENEL.
 QS0005'PROCEED 4.3 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE
 QS0005'GOVERNMENT SCHOOL AT KENEL, SOUTH DAKOTA, TO THE SITE OF
 QS0005'THE MARK.  56.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 10.5
 QS0005'FEET EAST OF A TELEPHONE POLE AND NEAR A 4 X 4 INCH WHITE WOODEN
 QS0005'WITNESS POST.  AN IRON DISK SET IN THE TOP OF A CONCRETE MONUMENT
 QS0005'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND AND STAMPED S 306
 QS0005'1945.  NOTE-- 1964 REPORT-- THE TOWN OF KENEL HAS BEEN MOVED
 QS0005'5.0 MILE SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0005'THE FOUNDATIONS OF ITS OLD BUILDINGS STILL REMIAN.
 QS0005
 QS0005                          STATION RECOVERY (1949)
 QS0005
 QS0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0368 ***********************************************************************
 QS0368  DESIGNATION -  S 307
 QS0368  PID         -  QS0368
 QS0368  STATE/COUNTY-  SD/CORSON
 QS0368  COUNTRY     -  US
 QS0368  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0368
 QS0368                         *CURRENT SURVEY CONTROL
 QS0368  ______________________________________________________________________
 QS0368* NAD 83(1986) POSITION- 45 51 05.     (N) 100 51 23.     (W)   SCALED
 QS0368* NAVD 88 ORTHO HEIGHT -   620.142 (meters)     2034.58  (feet) ADJUSTED
 QS0368  ______________________________________________________________________
 QS0368  GEOID HEIGHT    -        -21.088 (meters)                     GEOID18
 QS0368  DYNAMIC HEIGHT  -        620.089 (meters)     2034.41  (feet) COMP
 QS0368  MODELED GRAVITY -    980,509.2   (mgal)                       NAVD 88
 QS0368
 QS0368  VERT ORDER      -  SECOND    CLASS 0
 QS0368
 QS0368.The horizontal coordinates were scaled from a map and have
 QS0368.an estimated accuracy of +/- 6 seconds.
 QS0368
 QS0368.The orthometric height was determined by differential leveling and
 QS0368.adjusted by the NATIONAL GEODETIC SURVEY
 QS0368.in June 1991.
 QS0368
 QS0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0368.GEOID18 height accuracy estimate available here.
 QS0368
 QS0368.Click photographs - Photos may exist for this station.
 QS0368
 QS0368.The dynamic height is computed by dividing the NAVD 88
 QS0368.geopotential number by the normal gravity value computed on the
 QS0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0368.degrees latitude (g = 980.6199 gals.).
 QS0368
 QS0368.The modeled gravity was interpolated from observed gravity values.
 QS0368
 QS0368;                    North         East    Units  Estimated Accuracy
 QS0368;SPC SD N     -   224,620.      533,480.      MT  (+/- 180 meters Scaled)
 QS0368
 QS0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR558792(NAD 83)
 QS0368
 QS0368                          SUPERSEDED SURVEY CONTROL
 QS0368
 QS0368  NGVD 29 (??/??/92)  619.716  (m)         2033.18   (f) ADJ UNCH    2 0
 QS0368
 QS0368.Superseded values are not recommended for survey control.
 QS0368
 QS0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0368.See file dsdata.pdf to determine how the superseded data were derived.
 QS0368
 QS0368_MARKER: DB = BENCH MARK DISK
 QS0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0368_STAMPING: S 307 1945
 QS0368_MARK LOGO: CGS
 QS0368_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0368+STABILITY: SURFACE MOTION
 QS0368
 QS0368  HISTORY     - Date     Condition        Report By
 QS0368  HISTORY     - 1945     MONUMENTED       CGS
 QS0368
 QS0368                          STATION DESCRIPTION
 QS0368
 QS0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0368'5.3 MI S FROM MAPLE LEAF.
 QS0368'5.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0368'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON COUNTY, 48 FEET
 QS0368'NORTHEAST OF THE CENTER LINE OF THE TRACK, 5.3 FEET NORTHWEST
 QS0368'OF THE SOUTHEAST END OF A FENCE, 2 FEET SOUTHWEST OF THE
 QS0368'RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 QS0368'POST, AND 1 FOOT LOWER THAN THE TRACKS.  A STANDARD DISK, STAMPED
 QS0368'S 307 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0368'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0303 ***********************************************************************
 QS0303  DESIGNATION -  S 308
 QS0303  PID         -  QS0303
 QS0303  STATE/COUNTY-  SD/DEWEY
 QS0303  COUNTRY     -  US
 QS0303  USGS QUAD   -  VIRGINIA (2017)
 QS0303
 QS0303                         *CURRENT SURVEY CONTROL
 QS0303  ______________________________________________________________________
 QS0303* NAD 83(1986) POSITION- 45 07 37.21   (N) 100 34 51.85   (W)   HD_HELD1
 QS0303* NAVD 88 ORTHO HEIGHT -   621.730 (meters)     2039.79  (feet) ADJUSTED
 QS0303  ______________________________________________________________________
 QS0303  GEOID HEIGHT    -        -22.167 (meters)                     GEOID18
 QS0303  DYNAMIC HEIGHT  -        621.626 (meters)     2039.45  (feet) COMP
 QS0303  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 QS0303
 QS0303  VERT ORDER      -  FIRST     CLASS II
 QS0303
 QS0303.The horizontal coordinates were determined by differentially corrected
 QS0303.hand held GPS observations or other comparable positioning techniques
 QS0303.and have an estimated accuracy of +/- 3 meters.
 QS0303
 QS0303.The orthometric height was determined by differential leveling and
 QS0303.adjusted by the NATIONAL GEODETIC SURVEY
 QS0303.in July 1998.
 QS0303
 QS0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0303.GEOID18 height accuracy estimate available here.
 QS0303
 QS0303.Click photographs - Photos may exist for this station.
 QS0303
 QS0303.The dynamic height is computed by dividing the NAVD 88
 QS0303.geopotential number by the normal gravity value computed on the
 QS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0303.degrees latitude (g = 980.6199 gals.).
 QS0303
 QS0303.The modeled gravity was interpolated from observed gravity values.
 QS0303
 QS0303;                    North         East    Units  Estimated Accuracy
 QS0303;SPC SD N     -   143,920.0     554,289.0     MT  (+/- 3 meters HH1 GPS) 
 QS0303
 QS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7566398274(NAD 83)
 QS0303
 QS0303                          SUPERSEDED SURVEY CONTROL
 QS0303
 QS0303  NAVD 88 (06/15/91)  621.739  (m)         2039.82   (f) SUPERSEDED  1 2
 QS0303  NGVD 29 (??/??/92)  621.320  (m)         2038.45   (f) ADJ UNCH    1 2
 QS0303
 QS0303.Superseded values are not recommended for survey control.
 QS0303
 QS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0303.See file dsdata.pdf to determine how the superseded data were derived.
 QS0303
 QS0303_MARKER: DB = BENCH MARK DISK
 QS0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0303_STAMPING: S 308 1945
 QS0303_MARK LOGO: CGS
 QS0303_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0303+STABILITY: SURFACE MOTION
 QS0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0303+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 QS0303
 QS0303  HISTORY     - Date     Condition        Report By
 QS0303  HISTORY     - 1945     MONUMENTED       CGS
 QS0303  HISTORY     - 1948     GOOD             USGS
 QS0303  HISTORY     - 19960425 GOOD             NGS
 QS0303  HISTORY     - 20120627 GOOD             INDIV
 QS0303
 QS0303                          STATION DESCRIPTION
 QS0303
 QS0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0303'0.3 MI N FROM LA PLANT.
 QS0303'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0303'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0303'THENCE ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, BETWEEN
 QS0303'TWO SMALL HILLS, 50-1/2 FEET WEST OF THE CENTER LINE OF THE
 QS0303'HIGHWAY, 36-1/2 FEET NORTH OF A POLE, IN LINE WITH A ROW OF POLES,
 QS0303'1 FOOT EAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 QS0303'AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  AN IRON BENCH-MARK
 QS0303'DISK, STAMPED S 308 1945 AND SET IN THE TOP OF A CONCRETE POST
 QS0303'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0303
 QS0303                          STATION RECOVERY (1948)
 QS0303
 QS0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0303'RECOVERED IN GOOD CONDITION.
 QS0303
 QS0303                          STATION RECOVERY (1996)
 QS0303
 QS0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0303'19.6 KM (12.15 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0303'OFFICE IN RIDGEVIEW, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY ALONG A
 QS0303'TRACK ROAD (OLD HIGHWAY BED), 15.6 M (51.2 FT) SOUTHWEST OF THE ROAD
 QS0303'CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT
 QS0303'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 QS0303'IS ON PROPERTY OWNED BY DICK GRAY, P.O.  BOX 261, RIDGEVIEW, SD 57652,
 QS0303'TELEPHONE NUMBER (605) 733-2539.
 QS0303
 QS0303                          STATION RECOVERY (2012)
 QS0303
 QS0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0097 ***********************************************************************
 PT0097  DESIGNATION -  S 309 RESET
 PT0097  PID         -  PT0097
 PT0097  STATE/COUNTY-  SD/SULLY
 PT0097  COUNTRY     -  US
 PT0097  USGS QUAD   -  AGAR SW (2017)
 PT0097
 PT0097                         *CURRENT SURVEY CONTROL
 PT0097  ______________________________________________________________________
 PT0097* NAD 83(1986) POSITION- 44 50 18.     (N) 100 10 59.     (W)   SCALED
 PT0097* NAVD 88 ORTHO HEIGHT -   566.56  (+/-2cm)     1858.8   (feet) VERTCON3
 PT0097  ______________________________________________________________________
 PT0097  GEOID HEIGHT    -        -22.741 (meters)                     GEOID18
 PT0097  VERT ORDER      -  THIRD (See Below)
 PT0097
 PT0097.The horizontal coordinates were scaled from a map and have
 PT0097.an estimated accuracy of +/- 6 seconds.
 PT0097
 PT0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0097
 PT0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0097.GEOID18 height accuracy estimate available here.
 PT0097
 PT0097.The vertical order pertains to the NGVD 29 superseded value.
 PT0097
 PT0097.Click photographs - Photos may exist for this station.
 PT0097
 PT0097;                    North         East    Units  Estimated Accuracy
 PT0097;SPC SD N     -   111,690.      585,530.      MT  (+/- 180 meters Scaled)
 PT0097
 PT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ064656(NAD 83)
 PT0097
 PT0097                          SUPERSEDED SURVEY CONTROL
 PT0097
 PT0097  NGVD 29 (??/??/??)  566.18   (m)         1857.5    (f) RESET       3  
 PT0097
 PT0097.Superseded values are not recommended for survey control.
 PT0097
 PT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0097.See file dsdata.pdf to determine how the superseded data were derived.
 PT0097
 PT0097_MARKER: DB = BENCH MARK DISK
 PT0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0097_STAMPING: S 309 RESET 1970
 PT0097_MARK LOGO: CGS
 PT0097_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0097+STABILITY: SURFACE MOTION
 PT0097
 PT0097  HISTORY     - Date     Condition        Report By
 PT0097  HISTORY     - 1970     MONUMENTED       NGS
 PT0097
 PT0097                          STATION DESCRIPTION
 PT0097
 PT0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0097'5.3 MI W FROM AGAR.
 PT0097'6.3 MILES WEST ALONG COUNTY ROAD FROM THE RAILROAD STATION IN
 PT0097'AGAR TO A SECTION LINE CROSSROAD GROWN UP TO GRASS, 65 FEET
 PT0097'NORTH OF CENTER OF EAST WEST COUNTY ROAD, 35 FEET EAST OF
 PT0097'CENTER OF SECTION LINE ROAD, 1 FOOT NORTH OF A METAL WITNESS
 PT0097'POST, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 PT0097'NEAR CORNER OF SECTIONS 23, 24, 25, 26, T 116 N, R 78 W.  THE
 PT0097'DISK WAS REMOVED FROM BENCH MARK S 309 AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0244 ***********************************************************************
 QT0244  DESIGNATION -  S 31
 QT0244  PID         -  QT0244
 QT0244  STATE/COUNTY-  SD/HARDING
 QT0244  COUNTRY     -  US
 QT0244  USGS QUAD   -  BATTLESHIP ROCK (2017)
 QT0244
 QT0244                         *CURRENT SURVEY CONTROL
 QT0244  ______________________________________________________________________
 QT0244* NAD 83(1986) POSITION- 45 32 25.     (N) 103 14 32.     (W)   SCALED
 QT0244* NAVD 88 ORTHO HEIGHT -   906.342 (meters)     2973.56  (feet) ADJUSTED
 QT0244  ______________________________________________________________________
 QT0244  GEOID HEIGHT    -        -16.356 (meters)                     GEOID18
 QT0244  DYNAMIC HEIGHT  -        906.193 (meters)     2973.07  (feet) COMP
 QT0244  MODELED GRAVITY -    980,420.5   (mgal)                       NAVD 88
 QT0244
 QT0244  VERT ORDER      -  FIRST     CLASS II
 QT0244
 QT0244.The horizontal coordinates were scaled from a map and have
 QT0244.an estimated accuracy of +/- 6 seconds.
 QT0244
 QT0244.The orthometric height was determined by differential leveling and
 QT0244.adjusted by the NATIONAL GEODETIC SURVEY
 QT0244.in June 1991.
 QT0244
 QT0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0244.GEOID18 height accuracy estimate available here.
 QT0244
 QT0244.Click photographs - Photos may exist for this station.
 QT0244
 QT0244.The dynamic height is computed by dividing the NAVD 88
 QT0244.geopotential number by the normal gravity value computed on the
 QT0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0244.degrees latitude (g = 980.6199 gals.).
 QT0244
 QT0244.The modeled gravity was interpolated from observed gravity values.
 QT0244
 QT0244;                    North         East    Units  Estimated Accuracy
 QT0244;SPC SD N     -   194,750.      346,850.      MT  (+/- 180 meters Scaled)
 QT0244
 QT0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL372444(NAD 83)
 QT0244
 QT0244                          SUPERSEDED SURVEY CONTROL
 QT0244
 QT0244  NGVD 29 (??/??/92)  905.867  (m)         2972.00   (f) ADJ UNCH    1 2
 QT0244
 QT0244.Superseded values are not recommended for survey control.
 QT0244
 QT0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0244.See file dsdata.pdf to determine how the superseded data were derived.
 QT0244
 QT0244_MARKER: DB = BENCH MARK DISK
 QT0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0244_STAMPING: S 31 1934
 QT0244_MARK LOGO: CGS
 QT0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0244+STABILITY: SURFACE MOTION
 QT0244
 QT0244  HISTORY     - Date     Condition        Report By
 QT0244  HISTORY     - 1934     MONUMENTED       CGS
 QT0244  HISTORY     - 1941     GOOD             CGS
 QT0244  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0244
 QT0244                          STATION DESCRIPTION
 QT0244
 QT0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0244'8.3 MI W FROM REVA.
 QT0244'8.3 MILES WEST ALONG STATE HIGHWAY 8 FROM REVA, HARDING COUNTY,
 QT0244'ABOUT 1.3 MILES WEST OF A SCHOOLHOUSE, ABOUT 0.2 MILE SOUTHWEST
 QT0244'OF A CONE-SHAPED PEAK COVERED HALFWAY DOWN WITH BROKEN ROCKS,
 QT0244'AND 64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 QT0244'DISK, STAMPED S 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0244
 QT0244                          STATION RECOVERY (1999)
 QT0244
 QT0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0244'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0143 ***********************************************************************
 OT0143  DESIGNATION -  S 31 RM 49.5
 OT0143  PID         -  OT0143
 OT0143  STATE/COUNTY-  SD/PENNINGTON
 OT0143  COUNTRY     -  US
 OT0143  USGS QUAD   -  WALL SW (2017)
 OT0143
 OT0143                         *CURRENT SURVEY CONTROL
 OT0143  ______________________________________________________________________
 OT0143* NAD 83(1986) POSITION- 43 49 14.     (N) 102 08 18.     (W)   SCALED
 OT0143* NAVD 88 ORTHO HEIGHT -   828.136 (meters)     2716.98  (feet) ADJUSTED
 OT0143  ______________________________________________________________________
 OT0143  GEOID HEIGHT    -        -19.379 (meters)                     GEOID18
 OT0143  DYNAMIC HEIGHT  -        827.866 (meters)     2716.09  (feet) COMP
 OT0143  MODELED GRAVITY -    980,265.4   (mgal)                       NAVD 88
 OT0143
 OT0143  VERT ORDER      -  SECOND    CLASS 0
 OT0143
 OT0143.The horizontal coordinates were scaled from a map and have
 OT0143.an estimated accuracy of +/- 6 seconds.
 OT0143
 OT0143.The orthometric height was determined by differential leveling and
 OT0143.adjusted by the NATIONAL GEODETIC SURVEY
 OT0143.in June 1991.
 OT0143
 OT0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0143.GEOID18 height accuracy estimate available here.
 OT0143
 OT0143.Click photographs - Photos may exist for this station.
 OT0143
 OT0143.The dynamic height is computed by dividing the NAVD 88
 OT0143.geopotential number by the normal gravity value computed on the
 OT0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0143.degrees latitude (g = 980.6199 gals.).
 OT0143
 OT0143.The modeled gravity was interpolated from observed gravity values.
 OT0143
 OT0143;                    North         East    Units  Estimated Accuracy
 OT0143;SPC SD S     -   166,800.      454,820.      MT  (+/- 180 meters Scaled)
 OT0143
 OT0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ301559(NAD 83)
 OT0143
 OT0143                          SUPERSEDED SURVEY CONTROL
 OT0143
 OT0143  NGVD 29 (??/??/92)  827.664  (m)         2715.43   (f) ADJ UNCH    2 0
 OT0143
 OT0143.Superseded values are not recommended for survey control.
 OT0143
 OT0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0143.See file dsdata.pdf to determine how the superseded data were derived.
 OT0143
 OT0143_MARKER: P = PIPE CAP
 OT0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0143_STAMPING: RM S31 49.5 FEET 1957
 OT0143_MARK LOGO: BLM
 OT0143_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0143
 OT0143  HISTORY     - Date     Condition        Report By
 OT0143  HISTORY     - 1957     MONUMENTED       BLM
 OT0143  HISTORY     - 1962     GOOD             CGS
 OT0143
 OT0143                          STATION DESCRIPTION
 OT0143
 OT0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0143'14.6 MI S FROM QUINN.
 OT0143'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0143'QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 3.4
 OT0143'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 OT0143'A BLADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD,
 OT0143'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES
 OT0143'SOUTH ALONG A BLADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 OT0143'BLADED DIRT ROAD IN SECTION 31, T 3 S, R 17 E, 35 FEET NORTH
 OT0143'OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF A SECTION LINE
 OT0143'FENCE LEADING NORTH, IN LINE WITH AN EAST-WEST FENCE, 0.7 FEET
 OT0143'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A U.S.
 OT0143'BUREAU OF LAND MANAGEMENT CAP RIVETED ON THE TOP OF A 2-INCH
 OT0143'IRON PIPE PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0369 ***********************************************************************
 PT0369  DESIGNATION -  S 310
 PT0369  PID         -  PT0369
 PT0369  STATE/COUNTY-  SD/SULLY
 PT0369  COUNTRY     -  US
 PT0369  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT0369
 PT0369                         *CURRENT SURVEY CONTROL
 PT0369  ______________________________________________________________________
 PT0369* NAD 83(1986) POSITION- 44 42 22.     (N) 100 32 48.     (W)   SCALED
 PT0369* NAVD 88 ORTHO HEIGHT -   560.703 (meters)     1839.57  (feet) ADJUSTED
 PT0369  ______________________________________________________________________
 PT0369  GEOID HEIGHT    -        -22.531 (meters)                     GEOID18
 PT0369  DYNAMIC HEIGHT  -        560.606 (meters)     1839.25  (feet) COMP
 PT0369  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 PT0369
 PT0369  VERT ORDER      -  SECOND    CLASS 0
 PT0369
 PT0369.The horizontal coordinates were scaled from a map and have
 PT0369.an estimated accuracy of +/- 6 seconds.
 PT0369
 PT0369.The orthometric height was determined by differential leveling and
 PT0369.adjusted by the NATIONAL GEODETIC SURVEY
 PT0369.in June 1991.
 PT0369
 PT0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0369.GEOID18 height accuracy estimate available here.
 PT0369
 PT0369.Click photographs - Photos may exist for this station.
 PT0369
 PT0369.The dynamic height is computed by dividing the NAVD 88
 PT0369.geopotential number by the normal gravity value computed on the
 PT0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0369.degrees latitude (g = 980.6199 gals.).
 PT0369
 PT0369.The modeled gravity was interpolated from observed gravity values.
 PT0369
 PT0369;                    North         East    Units  Estimated Accuracy
 PT0369;SPC SD N     -    97,130.      556,680.      MT  (+/- 180 meters Scaled)
 PT0369
 PT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ774514(NAD 83)
 PT0369
 PT0369                          SUPERSEDED SURVEY CONTROL
 PT0369
 PT0369  NGVD 29 (??/??/92)  560.317  (m)         1838.31   (f) ADJ UNCH    2 0
 PT0369
 PT0369.Superseded values are not recommended for survey control.
 PT0369
 PT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0369.See file dsdata.pdf to determine how the superseded data were derived.
 PT0369
 PT0369_MARKER: DB = BENCH MARK DISK
 PT0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0369_STAMPING: S 310 1946
 PT0369_MARK LOGO: CGS
 PT0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0369+STABILITY: SURFACE MOTION
 PT0369
 PT0369  HISTORY     - Date     Condition        Report By
 PT0369  HISTORY     - 1946     MONUMENTED       CGS
 PT0369  HISTORY     - 1984     MARK NOT FOUND   NGS
 PT0369
 PT0369                          STATION DESCRIPTION
 PT0369
 PT0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0369'34.4 MI NW FROM PIERRE.
 PT0369'ALONG A COUNTY ROAD LEADING TO THE DEPARTMENT OF AGRICULTURE,
 PT0369'SOIL CONSERVATION CAMP AND OFFICE, 34.4 MILES NORTHWEST OF
 PT0369'THE POST OFFICE IN PIERRE, 4.2 MILES WEST THENCE 0.5 MILE NORTH
 PT0369'THENCE 0.8 WEST OF GRANDVIEW SCHOOL, NEAR A FENCE CORNER, 30
 PT0369'FEET SOUTH OF THE CENTER OF THE ROAD, 12 FEET WEST OF A CORNER
 PT0369'FENCE POST, 2 FEET WEST OF WITNESS POST.  A STANDARD DISK, STAMPED
 PT0369'S 310 1946 AND SET IN THE TOP OF A CONCRETE POST.
 PT0369
 PT0369                          STATION RECOVERY (1984)
 PT0369
 PT0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0017 ***********************************************************************
 QS0017  DESIGNATION -  S 311
 QS0017  PID         -  QS0017
 QS0017  STATE/COUNTY-  SD/CAMPBELL
 QS0017  COUNTRY     -  US
 QS0017  USGS QUAD   -  POLLOCK (2017)
 QS0017
 QS0017                         *CURRENT SURVEY CONTROL
 QS0017  ______________________________________________________________________
 QS0017* NAD 83(1986) POSITION- 45 52 56.     (N) 100 21 19.     (W)   SCALED
 QS0017* NAVD 88 ORTHO HEIGHT -   489.745 (meters)     1606.77  (feet) ADJUSTED
 QS0017  ______________________________________________________________________
 QS0017  GEOID HEIGHT    -        -21.818 (meters)                     GEOID18
 QS0017  DYNAMIC HEIGHT  -        489.716 (meters)     1606.68  (feet) COMP
 QS0017  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 QS0017
 QS0017  VERT ORDER      -  FIRST     CLASS II
 QS0017
 QS0017.The horizontal coordinates were scaled from a map and have
 QS0017.an estimated accuracy of +/- 6 seconds.
 QS0017
 QS0017.The orthometric height was determined by differential leveling and
 QS0017.adjusted by the NATIONAL GEODETIC SURVEY
 QS0017.in June 1991.
 QS0017
 QS0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0017.GEOID18 height accuracy estimate available here.
 QS0017
 QS0017.Click photographs - Photos may exist for this station.
 QS0017
 QS0017.The dynamic height is computed by dividing the NAVD 88
 QS0017.geopotential number by the normal gravity value computed on the
 QS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0017.degrees latitude (g = 980.6199 gals.).
 QS0017
 QS0017.The modeled gravity was interpolated from observed gravity values.
 QS0017
 QS0017;                    North         East    Units  Estimated Accuracy
 QS0017;SPC SD N     -   227,750.      572,420.      MT  (+/- 180 meters Scaled)
 QS0017
 QS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR948818(NAD 83)
 QS0017
 QS0017                          SUPERSEDED SURVEY CONTROL
 QS0017
 QS0017  NGVD 29 (??/??/92)  489.361  (m)         1605.51   (f) ADJ UNCH    1 2
 QS0017
 QS0017.Superseded values are not recommended for survey control.
 QS0017
 QS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0017.See file dsdata.pdf to determine how the superseded data were derived.
 QS0017
 QS0017_MARKER: DB = BENCH MARK DISK
 QS0017_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0017_SP_SET: CULVERT HEADWALL
 QS0017_STAMPING: S 311 1945
 QS0017_MARK LOGO: CGS
 QS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0017+STABILITY: SURFACE MOTION
 QS0017
 QS0017  HISTORY     - Date     Condition        Report By
 QS0017  HISTORY     - 1945     MONUMENTED       CGS
 QS0017  HISTORY     - 1949     GOOD             CGS
 QS0017
 QS0017                          STATION DESCRIPTION
 QS0017
 QS0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0017'6.4 MI SW FROM POLLOCK.
 QS0017'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 QS0017'AT POLLOCK, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 QS0017'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 4.15 MILES WEST
 QS0017'ALONG A GRAVELED ROAD, 0.7 MILE WEST OF SPRING CREEK, 1.0 FOOT
 QS0017'HIGHER THAN THE ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 QS0017'NORTHWEST HEADWALL OF AN 8 X 10 FOOT CONCRETE CULVERT.  NOTE-- 1964
 QS0017'REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8
 QS0017'MILE SOUTH.  ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0428 ***********************************************************************
 PS0428  DESIGNATION -  S 312
 PS0428  PID         -  PS0428
 PS0428  STATE/COUNTY-  SD/HUGHES
 PS0428  COUNTRY     -  US
 PS0428  USGS QUAD   -  DE GREY (2017)
 PS0428
 PS0428                         *CURRENT SURVEY CONTROL
 PS0428  ______________________________________________________________________
 PS0428* NAD 83(1986) POSITION- 44 16 49.     (N) 099 55 36.     (W)   SCALED
 PS0428* NAVD 88 ORTHO HEIGHT -   436.450 (meters)     1431.92  (feet) ADJUSTED
 PS0428  ______________________________________________________________________
 PS0428  GEOID HEIGHT    -        -23.931 (meters)                     GEOID18
 PS0428  DYNAMIC HEIGHT  -        436.362 (meters)     1431.63  (feet) COMP
 PS0428  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 PS0428
 PS0428  VERT ORDER      -  FIRST     CLASS II
 PS0428
 PS0428.The horizontal coordinates were scaled from a map and have
 PS0428.an estimated accuracy of +/- 6 seconds.
 PS0428
 PS0428.The orthometric height was determined by differential leveling and
 PS0428.adjusted by the NATIONAL GEODETIC SURVEY
 PS0428.in June 1991.
 PS0428
 PS0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0428.GEOID18 height accuracy estimate available here.
 PS0428
 PS0428.Click photographs - Photos may exist for this station.
 PS0428
 PS0428.The dynamic height is computed by dividing the NAVD 88
 PS0428.geopotential number by the normal gravity value computed on the
 PS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0428.degrees latitude (g = 980.6199 gals.).
 PS0428
 PS0428.The modeled gravity was interpolated from observed gravity values.
 PS0428
 PS0428;                    North         East    Units  Estimated Accuracy
 PS0428;SPC SD S     -   216,380.      632,460.      MT  (+/- 180 meters Scaled)
 PS0428
 PS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ260034(NAD 83)
 PS0428
 PS0428                          SUPERSEDED SURVEY CONTROL
 PS0428
 PS0428  NGVD 29 (??/??/92)  436.113  (m)         1430.81   (f) ADJ UNCH    1 2
 PS0428
 PS0428.Superseded values are not recommended for survey control.
 PS0428
 PS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0428.See file dsdata.pdf to determine how the superseded data were derived.
 PS0428
 PS0428_MARKER: DB = BENCH MARK DISK
 PS0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0428_STAMPING: S 312 1946
 PS0428_MARK LOGO: CGS
 PS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0428+STABILITY: SURFACE MOTION
 PS0428
 PS0428  HISTORY     - Date     Condition        Report By
 PS0428  HISTORY     - 1946     MONUMENTED       CGS
 PS0428  HISTORY     - 1949     GOOD             CGS
 PS0428
 PS0428                          STATION DESCRIPTION
 PS0428
 PS0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0428'0.5 MI W FROM DE GREY.
 PS0428'0.5 MILE WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0428'AT DE GREY, HUGHES COUNTY, 1.8 MILES EAST OF THE PUBLIC
 PS0428'SCHOOL, NEAR A SECTION CORNER, AT THE JUNCTION OF A ROAD LEADING
 PS0428'SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 PS0428'WEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE
 PS0428'CORNER, 2 FEET EAST OF THE FENCE, AND 2 FEET NORTH OF A WHITE
 PS0428'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 312 1946 AND
 PS0428'SET IN THE TOP OF A CONCRETE POST.
 PS0428
 PS0428                          STATION RECOVERY (1949)
 PS0428
 PS0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0090 ***********************************************************************
 PT0090  DESIGNATION -  S 313
 PT0090  PID         -  PT0090
 PT0090  STATE/COUNTY-  SD/SULLY
 PT0090  COUNTRY     -  US
 PT0090  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0090
 PT0090                         *CURRENT SURVEY CONTROL
 PT0090  ______________________________________________________________________
 PT0090* NAD 83(1986) POSITION- 44 50 18.     (N) 100 15 53.     (W)   SCALED
 PT0090* NAVD 88 ORTHO HEIGHT -   574.274 (meters)     1884.10  (feet) ADJUSTED
 PT0090  ______________________________________________________________________
 PT0090  GEOID HEIGHT    -        -22.690 (meters)                     GEOID18
 PT0090  DYNAMIC HEIGHT  -        574.176 (meters)     1883.78  (feet) COMP
 PT0090  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 PT0090
 PT0090  VERT ORDER      -  SECOND    CLASS 0
 PT0090
 PT0090.The horizontal coordinates were scaled from a map and have
 PT0090.an estimated accuracy of +/- 6 seconds.
 PT0090
 PT0090.The orthometric height was determined by differential leveling and
 PT0090.adjusted by the NATIONAL GEODETIC SURVEY
 PT0090.in June 1991.
 PT0090
 PT0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0090.GEOID18 height accuracy estimate available here.
 PT0090
 PT0090.Click photographs - Photos may exist for this station.
 PT0090
 PT0090.The dynamic height is computed by dividing the NAVD 88
 PT0090.geopotential number by the normal gravity value computed on the
 PT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0090.degrees latitude (g = 980.6199 gals.).
 PT0090
 PT0090.The modeled gravity was interpolated from observed gravity values.
 PT0090
 PT0090;                    North         East    Units  Estimated Accuracy
 PT0090;SPC SD N     -   111,710.      579,070.      MT  (+/- 180 meters Scaled)
 PT0090
 PT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ000657(NAD 83)
 PT0090
 PT0090                          SUPERSEDED SURVEY CONTROL
 PT0090
 PT0090  NGVD 29 (??/??/92)  573.896  (m)         1882.86   (f) ADJ UNCH    2 0
 PT0090
 PT0090.Superseded values are not recommended for survey control.
 PT0090
 PT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0090.See file dsdata.pdf to determine how the superseded data were derived.
 PT0090
 PT0090_MARKER: DB = BENCH MARK DISK
 PT0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0090_STAMPING: S 313 1946
 PT0090_MARK LOGO: CGS
 PT0090_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0090+STABILITY: SURFACE MOTION
 PT0090
 PT0090  HISTORY     - Date     Condition        Report By
 PT0090  HISTORY     - 1946     MONUMENTED       CGS
 PT0090  HISTORY     - 1964     GOOD             USGS
 PT0090
 PT0090                          STATION DESCRIPTION
 PT0090
 PT0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0090'9.3 MI W FROM AGAR.
 PT0090'TO REACH THE MARK FROM AGAR, GO 9.3 MILES WEST ALONG A
 PT0090'GRAVEL ROAD, TO A SECTION CROSS ROAD, 39 FEET EAST OF THE
 PT0090'CENTERLINE OF THE NORTH AND SOUTH DIRT ROAD, 34 FEET NORTH OF
 PT0090'THE CENTERLINE OF THE EAST AND WEST GRAVEL ROAD, AND 1 FOOT LOWER
 PT0090'4.3 FEET EAST OF A TELEPHONE POLE, AT A T IN TELEPHONE LINE, 2.2
 PT0090'FEET EAST OF A WHITE 4/4 MARKER POST, 1.6 FEET NORTH OF A LINE OF
 PT0090'TELEPHONE POLES, AND PROJECTING 4 INCHES ABOVE THE GROUND.
 PT0090'NEAR COR. SECS. 19, 20, 29 AND 30, T. 116 N., R. 78 W.  STAMPED
 PT0090'S 313 1946.  A STANDARD DISK SET ON TOP OF A CONCRETE POST.
 PT0090
 PT0090                          STATION RECOVERY (1964)
 PT0090
 PT0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0483 ***********************************************************************
 PS0483  DESIGNATION -  S 314
 PS0483  PID         -  PS0483
 PS0483  STATE/COUNTY-  SD/HYDE
 PS0483  COUNTRY     -  US
 PS0483  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 PS0483
 PS0483                         *CURRENT SURVEY CONTROL
 PS0483  ______________________________________________________________________
 PS0483* NAD 83(1986) POSITION- 44 18 32.     (N) 099 38 37.     (W)   SCALED
 PS0483* NAVD 88 ORTHO HEIGHT -   627.623 (meters)     2059.13  (feet) ADJUSTED
 PS0483  ______________________________________________________________________
 PS0483  GEOID HEIGHT    -        -23.964 (meters)                     GEOID18
 PS0483  DYNAMIC HEIGHT  -        627.485 (meters)     2058.67  (feet) COMP
 PS0483  MODELED GRAVITY -    980,377.5   (mgal)                       NAVD 88
 PS0483
 PS0483  VERT ORDER      -  SECOND    CLASS 0
 PS0483
 PS0483.The horizontal coordinates were scaled from a map and have
 PS0483.an estimated accuracy of +/- 6 seconds.
 PS0483
 PS0483.The orthometric height was determined by differential leveling and
 PS0483.adjusted by the NATIONAL GEODETIC SURVEY
 PS0483.in June 1991.
 PS0483
 PS0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0483.GEOID18 height accuracy estimate available here.
 PS0483
 PS0483.Click photographs - Photos may exist for this station.
 PS0483
 PS0483.The dynamic height is computed by dividing the NAVD 88
 PS0483.geopotential number by the normal gravity value computed on the
 PS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0483.degrees latitude (g = 980.6199 gals.).
 PS0483
 PS0483.The modeled gravity was interpolated from observed gravity values.
 PS0483
 PS0483;                    North         East    Units  Estimated Accuracy
 PS0483;SPC SD N     -    52,910.      628,440.      MT  (+/- 180 meters Scaled)
 PS0483
 PS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ486063(NAD 83)
 PS0483
 PS0483                          SUPERSEDED SURVEY CONTROL
 PS0483
 PS0483  NGVD 29 (??/??/92)  627.274  (m)         2057.98   (f) ADJ UNCH    2 0
 PS0483
 PS0483.Superseded values are not recommended for survey control.
 PS0483
 PS0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0483.See file dsdata.pdf to determine how the superseded data were derived.
 PS0483
 PS0483_MARKER: DB = BENCH MARK DISK
 PS0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0483_STAMPING: S 314 1946
 PS0483_MARK LOGO: CGS
 PS0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0483+STABILITY: SURFACE MOTION
 PS0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0483+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2021
 PS0483
 PS0483  HISTORY     - Date     Condition        Report By
 PS0483  HISTORY     - 1946     MONUMENTED       CGS
 PS0483  HISTORY     - 20210605 GOOD             WAPA
 PS0483
 PS0483                          STATION DESCRIPTION
 PS0483
 PS0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0483'15 MI NW FROM STEPHAN.
 PS0483'15.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.  THIS BENCH MARK
 PS0483'MAY BE REACHED FROM THE CHURCH BY GOING 0.5 MILE NORTH ALONG A
 PS0483'GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD, THENCE
 PS0483'1.0 MILE NORTH ALONG STATE HIGHWAY 47, THENCE 7.0 MILES WEST ALONG
 PS0483'A GRAVEL ROAD, THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 2.0 MILES
 PS0483'NORTH, AND 2.0 MILES WEST ALONG A GRAVEL ROAD.  IT IS AT A T-ROAD
 PS0483'JUNCTION, 50 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 72.6
 PS0483'FEET WEST OF A FENCE CORNER, 23.6 FEET WEST OF A WIRE GATE, 1.7
 PS0483'FEET NORTH OF THE FENCE, AND 2.2 FEET EAST OF A WHITE WOODEN
 PS0483'WITNESS POST.  A STANDARD DISK, STAMPED S 314 1946 AND SET IN
 PS0483'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PS0483
 PS0483                          STATION RECOVERY (2021)
 PS0483
 PS0483'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2021 (COP)
 PS0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0486 ***********************************************************************
 PS0486  DESIGNATION -  S 315
 PS0486  PID         -  PS0486
 PS0486  STATE/COUNTY-  SD/HUGHES
 PS0486  COUNTRY     -  US
 PS0486  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 PS0486
 PS0486                         *CURRENT SURVEY CONTROL
 PS0486  ______________________________________________________________________
 PS0486* NAD 83(1986) POSITION- 44 18 33.     (N) 099 42 04.     (W)   SCALED
 PS0486* NAVD 88 ORTHO HEIGHT -   606.245 (meters)     1988.99  (feet) ADJUSTED
 PS0486  ______________________________________________________________________
 PS0486  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 PS0486  DYNAMIC HEIGHT  -        606.110 (meters)     1988.55  (feet) COMP
 PS0486  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 PS0486
 PS0486  VERT ORDER      -  SECOND    CLASS 0
 PS0486
 PS0486.The horizontal coordinates were scaled from a map and have
 PS0486.an estimated accuracy of +/- 6 seconds.
 PS0486
 PS0486.The orthometric height was determined by differential leveling and
 PS0486.adjusted by the NATIONAL GEODETIC SURVEY
 PS0486.in June 1991.
 PS0486
 PS0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0486.GEOID18 height accuracy estimate available here.
 PS0486
 PS0486.Click photographs - Photos may exist for this station.
 PS0486
 PS0486.The dynamic height is computed by dividing the NAVD 88
 PS0486.geopotential number by the normal gravity value computed on the
 PS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0486.degrees latitude (g = 980.6199 gals.).
 PS0486
 PS0486.The modeled gravity was interpolated from observed gravity values.
 PS0486
 PS0486;                    North         East    Units  Estimated Accuracy
 PS0486;SPC SD S     -   219,700.      650,440.      MT  (+/- 180 meters Scaled)
 PS0486
 PS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ440064(NAD 83)
 PS0486
 PS0486                          SUPERSEDED SURVEY CONTROL
 PS0486
 PS0486  NGVD 29 (??/??/92)  605.894  (m)         1987.84   (f) ADJ UNCH    2 0
 PS0486
 PS0486.Superseded values are not recommended for survey control.
 PS0486
 PS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0486.See file dsdata.pdf to determine how the superseded data were derived.
 PS0486
 PS0486_MARKER: DB = BENCH MARK DISK
 PS0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0486_STAMPING: S 315 1946
 PS0486_MARK LOGO: CGS
 PS0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0486+STABILITY: SURFACE MOTION
 PS0486
 PS0486  HISTORY     - Date     Condition        Report By
 PS0486  HISTORY     - 1946     MONUMENTED       CGS
 PS0486
 PS0486                          STATION DESCRIPTION
 PS0486
 PS0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0486'12.2 MI NE FROM DE GREY.
 PS0486'12.2 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PS0486'AT DE GREY, HUGHES COUNTY, 8.0 MILES EAST OF GIDDINGS SCHOOL,
 PS0486'AT THE TOP OF A SMALL HILL, 32 FEET NORTH OF THE CENTER LINE OF
 PS0486'THE HIGHWAY, 3 FEET SOUTH OF A FENCE, AND 3 FEET WEST OF A WHITE
 PS0486'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 315 1946 AND
 PS0486'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1471 ***********************************************************************
 NM1471  DESIGNATION -  S 316
 NM1471  PID         -  NM1471
 NM1471  STATE/COUNTY-  SD/BON HOMME
 NM1471  COUNTRY     -  US
 NM1471  USGS QUAD   -  KINGSBURG (2017)
 NM1471
 NM1471                         *CURRENT SURVEY CONTROL
 NM1471  ______________________________________________________________________
 NM1471* NAD 83(1986) POSITION- 42 52 47.     (N) 097 53 31.     (W)   SCALED
 NM1471* NAVD 88 ORTHO HEIGHT -   398.741 (meters)     1308.20  (feet) ADJUSTED
 NM1471  ______________________________________________________________________
 NM1471  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 NM1471  DYNAMIC HEIGHT  -        398.611 (meters)     1307.78  (feet) COMP
 NM1471  MODELED GRAVITY -    980,281.9   (mgal)                       NAVD 88
 NM1471
 NM1471  VERT ORDER      -  SECOND    CLASS 0
 NM1471
 NM1471.The horizontal coordinates were scaled from a map and have
 NM1471.an estimated accuracy of +/- 6 seconds.
 NM1471
 NM1471.The orthometric height was determined by differential leveling and
 NM1471.adjusted by the NATIONAL GEODETIC SURVEY
 NM1471.in June 1991.
 NM1471
 NM1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1471.GEOID18 height accuracy estimate available here.
 NM1471
 NM1471.Click photographs - Photos may exist for this station.
 NM1471
 NM1471.The dynamic height is computed by dividing the NAVD 88
 NM1471.geopotential number by the normal gravity value computed on the
 NM1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1471.degrees latitude (g = 980.6199 gals.).
 NM1471
 NM1471.The modeled gravity was interpolated from observed gravity values.
 NM1471
 NM1471;                    North         East    Units  Estimated Accuracy
 NM1471;SPC SD S     -    63,630.      799,430.      MT  (+/- 180 meters Scaled)
 NM1471
 NM1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN904480(NAD 83)
 NM1471
 NM1471                          SUPERSEDED SURVEY CONTROL
 NM1471
 NM1471  NGVD 29 (??/??/92)  398.518  (m)         1307.47   (f) ADJ UNCH    2 0
 NM1471
 NM1471.Superseded values are not recommended for survey control.
 NM1471
 NM1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1471.See file dsdata.pdf to determine how the superseded data were derived.
 NM1471
 NM1471_MARKER: DB = BENCH MARK DISK
 NM1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1471_STAMPING: S 316 1946
 NM1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1471+STABILITY: SURFACE MOTION
 NM1471
 NM1471  HISTORY     - Date     Condition        Report By
 NM1471  HISTORY     - 1946     MONUMENTED       CGS
 NM1471
 NM1471                          STATION DESCRIPTION
 NM1471
 NM1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1471'2 MI N FROM SPRINGFIELD.
 NM1471'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 2.0 MILES
 NM1471'ALONG STATE HIGHWAY NO. 37 TO SITE OF MARK, BENCH MARK IS AT
 NM1471'THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING EAST,
 NM1471'45.0 FEET WEST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE
 NM1471'OF THE HIGHWAY, 32.0 FEET NORTH OF THE EXTENDED CENTER LINE OF
 NM1471'THE ROAD LEADING EAST, 3.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0
 NM1471'FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER
 NM1471'POST.  A BRONZE DISK STAMPED S 316 1946 SET IN THE TOP OF A
 NM1471'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0401 ***********************************************************************
 OR0401  DESIGNATION -  S 317
 OR0401  PID         -  OR0401
 OR0401  STATE/COUNTY-  SD/BRULE
 OR0401  COUNTRY     -  US
 OR0401  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0401
 OR0401                         *CURRENT SURVEY CONTROL
 OR0401  ______________________________________________________________________
 OR0401* NAD 83(1986) POSITION- 43 48 31.     (N) 099 16 20.     (W)   SCALED
 OR0401* NAVD 88 ORTHO HEIGHT -   457.827 (meters)     1502.05  (feet) ADJUSTED
 OR0401  ______________________________________________________________________
 OR0401  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 OR0401  DYNAMIC HEIGHT  -        457.706 (meters)     1501.66  (feet) COMP
 OR0401  MODELED GRAVITY -    980,340.6   (mgal)                       NAVD 88
 OR0401
 OR0401  VERT ORDER      -  FIRST     CLASS II
 OR0401
 OR0401.The horizontal coordinates were scaled from a map and have
 OR0401.an estimated accuracy of +/- 6 seconds.
 OR0401
 OR0401.The orthometric height was determined by differential leveling and
 OR0401.adjusted by the NATIONAL GEODETIC SURVEY
 OR0401.in June 1991.
 OR0401
 OR0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0401.GEOID18 height accuracy estimate available here.
 OR0401
 OR0401.Click photographs - Photos may exist for this station.
 OR0401
 OR0401.The dynamic height is computed by dividing the NAVD 88
 OR0401.geopotential number by the normal gravity value computed on the
 OR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0401.degrees latitude (g = 980.6199 gals.).
 OR0401
 OR0401.The modeled gravity was interpolated from observed gravity values.
 OR0401
 OR0401;                    North         East    Units  Estimated Accuracy
 OR0401;SPC SD S     -   164,440.      685,370.      MT  (+/- 180 meters Scaled)
 OR0401
 OR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP781506(NAD 83)
 OR0401
 OR0401                          SUPERSEDED SURVEY CONTROL
 OR0401
 OR0401  NGVD 29 (??/??/92)  457.476  (m)         1500.90   (f) ADJ UNCH    1 2
 OR0401
 OR0401.Superseded values are not recommended for survey control.
 OR0401
 OR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0401.See file dsdata.pdf to determine how the superseded data were derived.
 OR0401
 OR0401_MARKER: DB = BENCH MARK DISK
 OR0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0401_STAMPING: S 317 1946
 OR0401_MARK LOGO: CGS
 OR0401_PROJECTION: FLUSH
 OR0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0401+STABILITY: SURFACE MOTION
 OR0401
 OR0401  HISTORY     - Date     Condition        Report By
 OR0401  HISTORY     - 1946     MONUMENTED       CGS
 OR0401  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0401  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0401
 OR0401                          STATION DESCRIPTION
 OR0401
 OR0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0401'2.8 MI E FROM CHAMBERLAIN.
 OR0401'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0401'RAILROAD FROM THE STATION AT CHAMBERLAIN, AT A ROAD CROSSING,
 OR0401'100.0 FEET SOUTH OF THE INTERSECTION OF THE CENTERLINES OF THE
 OR0401'RAILROAD AND A NORTHWEST-SOUTHEAST ROAD, 49.0 FEET SOUTHEAST
 OR0401'OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK,
 OR0401'33.0 FEET NORTHEAST OF THE 1ST POLE NORTHEAST OF MILE POST 438,
 OR0401'71.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 51.0 FEET
 OR0401'NORTHWEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT NORTHEAST OF
 OR0401'A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED S 317 1946
 OR0401'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 OR0401
 OR0401                          STATION RECOVERY (1974)
 OR0401
 OR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0401'MARK NOT FOUND.
 OR0401
 OR0401                          STATION RECOVERY (2012)
 OR0401
 OR0401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0343 ***********************************************************************
 QT0343  DESIGNATION -  S 32
 QT0343  PID         -  QT0343
 QT0343  STATE/COUNTY-  SD/HARDING
 QT0343  COUNTRY     -  US
 QT0343  USGS QUAD   -  CAMP CROOK (2017)
 QT0343
 QT0343                         *CURRENT SURVEY CONTROL
 QT0343  ______________________________________________________________________
 QT0343* NAD 83(1986) POSITION- 45 32 56.6    (N) 103 59 10.8    (W)   HD_HELD2
 QT0343* NAVD 88 ORTHO HEIGHT -   957.216 (meters)     3140.47  (feet) ADJUSTED
 QT0343  ______________________________________________________________________
 QT0343  GEOID HEIGHT    -        -16.076 (meters)                     GEOID18
 QT0343  DYNAMIC HEIGHT  -        957.021 (meters)     3139.83  (feet) COMP
 QT0343  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 QT0343
 QT0343  VERT ORDER      -  FIRST     CLASS II
 QT0343
 QT0343.The horizontal coordinates were established by autonomous hand held GPS
 QT0343.observations and have an estimated accuracy of +/- 10 meters.
 QT0343
 QT0343.The orthometric height was determined by differential leveling and
 QT0343.adjusted by the NATIONAL GEODETIC SURVEY
 QT0343.in April 2000.
 QT0343
 QT0343.No vertical observational check was made to the station.
 QT0343
 QT0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0343.GEOID18 height accuracy estimate available here.
 QT0343
 QT0343.Click photographs - Photos may exist for this station.
 QT0343
 QT0343.The dynamic height is computed by dividing the NAVD 88
 QT0343.geopotential number by the normal gravity value computed on the
 QT0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0343.degrees latitude (g = 980.6199 gals.).
 QT0343
 QT0343.The modeled gravity was interpolated from observed gravity values.
 QT0343
 QT0343;                    North         East    Units  Estimated Accuracy
 QT0343;SPC SD N     -   198,323.      288,840.      MT  (+/- 10 meters HH2 GPS)
 QT0343
 QT0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL7912544446(NAD 83)
 QT0343
 QT0343                          SUPERSEDED SURVEY CONTROL
 QT0343
 QT0343  NAVD 88 (06/15/91)  957.169  (m)         3140.31   (f) SUPERSEDED  1 2
 QT0343  NGVD 29 (??/??/92)  956.620  (m)         3138.51   (f) ADJ UNCH    1 2
 QT0343
 QT0343.Superseded values are not recommended for survey control.
 QT0343
 QT0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0343.See file dsdata.pdf to determine how the superseded data were derived.
 QT0343
 QT0343_MARKER: DB = BENCH MARK DISK
 QT0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0343_STAMPING: S 32 1934
 QT0343_MARK LOGO: CGS
 QT0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0343+STABILITY: SURFACE MOTION
 QT0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0343+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 QT0343
 QT0343  HISTORY     - Date     Condition        Report By
 QT0343  HISTORY     - 1934     MONUMENTED       CGS
 QT0343  HISTORY     - 19981030 GOOD             NGS
 QT0343  HISTORY     - 20100520 GOOD             GEOCAC
 QT0343
 QT0343                          STATION DESCRIPTION
 QT0343
 QT0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0343'0.7 MI W FROM CAMP CROOK.
 QT0343'0.7 MILE WEST ALONG STATE HIGHWAY 8 FROM CAMP CROOK, HARDING
 QT0343'COUNTY, ABOUT 3/4 MILE SOUTHWEST OF A BASEBALL DIAMOND, ABOUT
 QT0343'32 YARDS NORTHWEST OF THE FIRST POST OF A T-FENCE LEADING
 QT0343'SOUTH, AND ABOUT 55 FEET NORTH OF THE CENTER LINE OF THE
 QT0343'HIGHWAY.  A STANDARD DISK, STAMPED S 32 1934 AND SET IN THE
 QT0343'TOP OF A CONCRETE POST.
 QT0343
 QT0343                          STATION RECOVERY (1998)
 QT0343
 QT0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0343'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QT0343'IN CAMP CROOK, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG STATE HIGHWAY
 QT0343'20, 565.6 M (1855.6 FT) EAST OF MILEPOST 3, 16.1 M (52.8 FT) NORTH OF
 QT0343'THE HIGHWAY CENTER, 6.9 M (22.6 FT) NORTH OF A WITNESS POST AND FENCE,
 QT0343'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 QT0343'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 QT0343'IS ON PROPERTY OWNED BY HARDING COUNTY, P.O. BOX 134, CAMP CROOK, SD
 QT0343'57724.
 QT0343
 QT0343                          STATION RECOVERY (2010)
 QT0343
 QT0343'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 QT0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0134 ***********************************************************************
 OS0134  DESIGNATION -  S 320
 OS0134  PID         -  OS0134
 OS0134  STATE/COUNTY-  SD/TODD
 OS0134  COUNTRY     -  US
 OS0134  USGS QUAD   -  LITTLEBURG (2017)
 OS0134
 OS0134                         *CURRENT SURVEY CONTROL
 OS0134  ______________________________________________________________________
 OS0134* NAD 83(1986) POSITION- 43 06 13.     (N) 100 24 46.     (W)   SCALED
 OS0134* NAVD 88 ORTHO HEIGHT -   776.853 (meters)     2548.73  (feet) ADJUSTED
 OS0134  ______________________________________________________________________
 OS0134  GEOID HEIGHT    -        -23.060 (meters)                     GEOID18
 OS0134  DYNAMIC HEIGHT  -        776.548 (meters)     2547.72  (feet) COMP
 OS0134  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 OS0134
 OS0134  VERT ORDER      -  SECOND    CLASS 0
 OS0134
 OS0134.The horizontal coordinates were scaled from a map and have
 OS0134.an estimated accuracy of +/- 6 seconds.
 OS0134
 OS0134.The orthometric height was determined by differential leveling and
 OS0134.adjusted by the NATIONAL GEODETIC SURVEY
 OS0134.in June 1991.
 OS0134
 OS0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0134.GEOID18 height accuracy estimate available here.
 OS0134
 OS0134.Click photographs - Photos may exist for this station.
 OS0134
 OS0134.The dynamic height is computed by dividing the NAVD 88
 OS0134.geopotential number by the normal gravity value computed on the
 OS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0134.degrees latitude (g = 980.6199 gals.).
 OS0134
 OS0134.The modeled gravity was interpolated from observed gravity values.
 OS0134
 OS0134;                    North         East    Units  Estimated Accuracy
 OS0134;SPC SD S     -    85,570.      593,530.      MT  (+/- 180 meters Scaled)
 OS0134
 OS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN850732(NAD 83)
 OS0134
 OS0134                          SUPERSEDED SURVEY CONTROL
 OS0134
 OS0134  NGVD 29 (??/??/92)  776.525  (m)         2547.65   (f) ADJ UNCH    2 0
 OS0134
 OS0134.Superseded values are not recommended for survey control.
 OS0134
 OS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0134.See file dsdata.pdf to determine how the superseded data were derived.
 OS0134
 OS0134_MARKER: DB = BENCH MARK DISK
 OS0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0134_STAMPING: S 320 1946
 OS0134_MARK LOGO: CGS
 OS0134_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0134+STABILITY: SURFACE MOTION
 OS0134
 OS0134  HISTORY     - Date     Condition        Report By
 OS0134  HISTORY     - 1946     MONUMENTED       CGS
 OS0134
 OS0134                          STATION DESCRIPTION
 OS0134
 OS0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0134'14.5 MI W FROM KEYAPAHA.
 OS0134'ABOUT 14.5 MILES WEST ALONG A DIRT ROAD FROM THE U.S. POST OFFICE
 OS0134'AT KEYAPAHA, AND AT THE INTERSECTION WITH A DIRT ROAD, 82 FEET
 OS0134'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET NORTH
 OS0134'OF AND ABOUT 3 FEET HIGHER THAN THE CENTER LINE OF THE EAST-WEST
 OS0134'ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 OS0134'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED S 320 1946 AND
 OS0134'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 OS0134'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0080 ***********************************************************************
 OS0080  DESIGNATION -  S 321
 OS0080  PID         -  OS0080
 OS0080  STATE/COUNTY-  SD/TRIPP
 OS0080  COUNTRY     -  US
 OS0080  USGS QUAD   -  WITTEN SW (2017)
 OS0080
 OS0080                         *CURRENT SURVEY CONTROL
 OS0080  ______________________________________________________________________
 OS0080* NAD 83(1986) POSITION- 43 19 43.     (N) 100 12 20.     (W)   SCALED
 OS0080* NAVD 88 ORTHO HEIGHT -   694.206 (meters)     2277.57  (feet) ADJUSTED
 OS0080  ______________________________________________________________________
 OS0080  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 OS0080  DYNAMIC HEIGHT  -        693.948 (meters)     2276.73  (feet) COMP
 OS0080  MODELED GRAVITY -    980,226.1   (mgal)                       NAVD 88
 OS0080
 OS0080  VERT ORDER      -  SECOND    CLASS 0
 OS0080
 OS0080.The horizontal coordinates were scaled from a map and have
 OS0080.an estimated accuracy of +/- 6 seconds.
 OS0080
 OS0080.The orthometric height was determined by differential leveling and
 OS0080.adjusted by the NATIONAL GEODETIC SURVEY
 OS0080.in June 1991.
 OS0080
 OS0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0080.GEOID18 height accuracy estimate available here.
 OS0080
 OS0080.Click photographs - Photos may exist for this station.
 OS0080
 OS0080.The dynamic height is computed by dividing the NAVD 88
 OS0080.geopotential number by the normal gravity value computed on the
 OS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0080.degrees latitude (g = 980.6199 gals.).
 OS0080
 OS0080.The modeled gravity was interpolated from observed gravity values.
 OS0080
 OS0080;                    North         East    Units  Estimated Accuracy
 OS0080;SPC SD S     -   110,570.      610,360.      MT  (+/- 180 meters Scaled)
 OS0080
 OS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN022980(NAD 83)
 OS0080
 OS0080                          SUPERSEDED SURVEY CONTROL
 OS0080
 OS0080  NGVD 29 (??/??/92)  693.837  (m)         2276.36   (f) ADJ UNCH    2 0
 OS0080
 OS0080.Superseded values are not recommended for survey control.
 OS0080
 OS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0080.See file dsdata.pdf to determine how the superseded data were derived.
 OS0080
 OS0080_MARKER: DB = BENCH MARK DISK
 OS0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0080_STAMPING: S 321 1946
 OS0080_MARK LOGO: CGS
 OS0080_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0080+STABILITY: SURFACE MOTION
 OS0080
 OS0080  HISTORY     - Date     Condition        Report By
 OS0080  HISTORY     - 1946     MONUMENTED       CGS
 OS0080
 OS0080                          STATION DESCRIPTION
 OS0080
 OS0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0080'4 MI S FROM CARTER.
 OS0080'ABOUT 4.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0080'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0080'AT CARTER, AND AT THE JUNCTION WITH A DIM ROAD LEADING EAST, 57
 OS0080'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0080'NORTH-SOUTH ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE DIM
 OS0080'TRAIL, 13 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT
 OS0080'EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED S 321
 OS0080'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 OS0080'INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0054 ***********************************************************************
 OS0054  DESIGNATION -  S 323
 OS0054  PID         -  OS0054
 OS0054  STATE/COUNTY-  SD/TRIPP
 OS0054  COUNTRY     -  US
 OS0054  USGS QUAD   -  CARTER (2017)
 OS0054
 OS0054                         *CURRENT SURVEY CONTROL
 OS0054  ______________________________________________________________________
 OS0054* NAD 83(1986) POSITION- 43 27 52.     (N) 100 08 58.     (W)   SCALED
 OS0054* NAVD 88 ORTHO HEIGHT -   610.001 (meters)     2001.31  (feet) ADJUSTED
 OS0054  ______________________________________________________________________
 OS0054  GEOID HEIGHT    -        -25.026 (meters)                     GEOID18
 OS0054  DYNAMIC HEIGHT  -        609.785 (meters)     2000.60  (feet) COMP
 OS0054  MODELED GRAVITY -    980,246.5   (mgal)                       NAVD 88
 OS0054
 OS0054  VERT ORDER      -  SECOND    CLASS 0
 OS0054
 OS0054.The horizontal coordinates were scaled from a map and have
 OS0054.an estimated accuracy of +/- 6 seconds.
 OS0054
 OS0054.The orthometric height was determined by differential leveling and
 OS0054.adjusted by the NATIONAL GEODETIC SURVEY
 OS0054.in June 1991.
 OS0054
 OS0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0054.GEOID18 height accuracy estimate available here.
 OS0054
 OS0054.Click photographs - Photos may exist for this station.
 OS0054
 OS0054.The dynamic height is computed by dividing the NAVD 88
 OS0054.geopotential number by the normal gravity value computed on the
 OS0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0054.degrees latitude (g = 980.6199 gals.).
 OS0054
 OS0054.The modeled gravity was interpolated from observed gravity values.
 OS0054
 OS0054;                    North         East    Units  Estimated Accuracy
 OS0054;SPC SD S     -   125,670.      614,880.      MT  (+/- 180 meters Scaled)
 OS0054
 OS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP070130(NAD 83)
 OS0054
 OS0054                          SUPERSEDED SURVEY CONTROL
 OS0054
 OS0054  NGVD 29 (??/??/92)  609.630  (m)         2000.09   (f) ADJ UNCH    2 0
 OS0054
 OS0054.Superseded values are not recommended for survey control.
 OS0054
 OS0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0054.See file dsdata.pdf to determine how the superseded data were derived.
 OS0054
 OS0054_MARKER: DB = BENCH MARK DISK
 OS0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0054_STAMPING: S 323 1946
 OS0054_MARK LOGO: CGS
 OS0054_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0054+STABILITY: SURFACE MOTION
 OS0054
 OS0054  HISTORY     - Date     Condition        Report By
 OS0054  HISTORY     - 1946     MONUMENTED       CGS
 OS0054  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0054
 OS0054                          STATION DESCRIPTION
 OS0054
 OS0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0054'4 MI NW FROM WITTEN.
 OS0054'ABOUT 4.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OS0054'RAILROAD FROM THE STATION AT WITTEN, ABOUT 4 POLES WEST OF A
 OS0054'DIRT ROAD CROSSING, 49 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN
 OS0054'THE CENTER LINE OF THE RAILROAD, 6 FEET SOUTHEAST OF MILEPOST
 OS0054'NO. 191, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST, 1 FOOT NORTH
 OS0054'OF THE RIGHT-OF-WAY FENCE.  PROJECTS 4 INCHES ABOVE THE GROUND,
 OS0054'STAMPED S 323 1946.
 OS0054
 OS0054                          STATION RECOVERY (1977)
 OS0054
 OS0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0061 ***********************************************************************
 NM0061  DESIGNATION -  S 324
 NM0061  PID         -  NM0061
 NM0061  STATE/COUNTY-  SD/UNION
 NM0061  COUNTRY     -  US
 NM0061  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0061
 NM0061                         *CURRENT SURVEY CONTROL
 NM0061  ______________________________________________________________________
 NM0061* NAD 83(1986) POSITION- 42 30 50.     (N) 096 29 49.     (W)   SCALED
 NM0061* NAVD 88 ORTHO HEIGHT -   337.064 (meters)     1105.85  (feet) ADJUSTED
 NM0061  ______________________________________________________________________
 NM0061  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 NM0061  DYNAMIC HEIGHT  -        336.958 (meters)     1105.50  (feet) COMP
 NM0061  MODELED GRAVITY -    980,295.6   (mgal)                       NAVD 88
 NM0061
 NM0061  VERT ORDER      -  SECOND    CLASS 0
 NM0061
 NM0061.The horizontal coordinates were scaled from a map and have
 NM0061.an estimated accuracy of +/- 6 seconds.
 NM0061
 NM0061.The orthometric height was determined by differential leveling and
 NM0061.adjusted by the NATIONAL GEODETIC SURVEY
 NM0061.in June 1991.
 NM0061
 NM0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0061.GEOID18 height accuracy estimate available here.
 NM0061
 NM0061.Click photographs - Photos may exist for this station.
 NM0061
 NM0061.The dynamic height is computed by dividing the NAVD 88
 NM0061.geopotential number by the normal gravity value computed on the
 NM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0061.degrees latitude (g = 980.6199 gals.).
 NM0061
 NM0061.The modeled gravity was interpolated from observed gravity values.
 NM0061
 NM0061;                    North         East    Units  Estimated Accuracy
 NM0061;SPC SD S     -    27,340.      915,190.      MT  (+/- 180 meters Scaled)
 NM0061
 NM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN056098(NAD 83)
 NM0061
 NM0061                          SUPERSEDED SURVEY CONTROL
 NM0061
 NM0061  NGVD 29 (??/??/92)  336.895  (m)         1105.30   (f) ADJ UNCH    2 0
 NM0061
 NM0061.Superseded values are not recommended for survey control.
 NM0061
 NM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0061.See file dsdata.pdf to determine how the superseded data were derived.
 NM0061
 NM0061_MARKER: DB = BENCH MARK DISK
 NM0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0061_STAMPING: S 324 1948
 NM0061_MARK LOGO: CGS
 NM0061_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0061+STABILITY: SURFACE MOTION
 NM0061
 NM0061  HISTORY     - Date     Condition        Report By
 NM0061  HISTORY     - 1948     MONUMENTED       CGS
 NM0061
 NM0061                          STATION DESCRIPTION
 NM0061
 NM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0061'2.2 MI SW FROM RIVERSIDE.
 NM0061'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0061'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NM0061'0.7 MILE SOUTHERLY ALONG A GRAVEL ROAD, AT A T ROAD LEADING WEST,
 NM0061'AT THE NORTHWEST CORNER OF THE SIOUX-POINT DISTRICT NO. 7 SCHOOL,
 NM0061'4.9 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 3.4
 NM0061'FEET WEST OF THE FACE OF THE BUILDING, SET IN THE TOP OF A
 NM0061'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0802 ***********************************************************************
 NM0802  DESIGNATION -  S 325
 NM0802  PID         -  NM0802
 NM0802  STATE/COUNTY-  SD/UNION
 NM0802  COUNTRY     -  US
 NM0802  USGS QUAD   -  JEFFERSON (2017)
 NM0802
 NM0802                         *CURRENT SURVEY CONTROL
 NM0802  ______________________________________________________________________
 NM0802* NAD 83(1986) POSITION- 42 32 52.     (N) 096 33 13.     (W)   SCALED
 NM0802* NAVD 88 ORTHO HEIGHT -   336.060 (meters)     1102.56  (feet) ADJUSTED
 NM0802  ______________________________________________________________________
 NM0802  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 NM0802  DYNAMIC HEIGHT  -        335.955 (meters)     1102.21  (feet) COMP
 NM0802  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 NM0802
 NM0802  VERT ORDER      -  SECOND    CLASS 0
 NM0802
 NM0802.The horizontal coordinates were scaled from a map and have
 NM0802.an estimated accuracy of +/- 6 seconds.
 NM0802
 NM0802.The orthometric height was determined by differential leveling and
 NM0802.adjusted by the NATIONAL GEODETIC SURVEY
 NM0802.in June 1991.
 NM0802
 NM0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0802.GEOID18 height accuracy estimate available here.
 NM0802
 NM0802.Click photographs - Photos may exist for this station.
 NM0802
 NM0802.The dynamic height is computed by dividing the NAVD 88
 NM0802.geopotential number by the normal gravity value computed on the
 NM0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0802.degrees latitude (g = 980.6199 gals.).
 NM0802
 NM0802.The modeled gravity was interpolated from observed gravity values.
 NM0802
 NM0802;                    North         East    Units  Estimated Accuracy
 NM0802;SPC SD S     -    30,890.      910,370.      MT  (+/- 180 meters Scaled)
 NM0802
 NM0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN008134(NAD 83)
 NM0802
 NM0802                          SUPERSEDED SURVEY CONTROL
 NM0802
 NM0802  NGVD 29 (??/??/92)  335.889  (m)         1102.00   (f) ADJ UNCH    2 0
 NM0802
 NM0802.Superseded values are not recommended for survey control.
 NM0802
 NM0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0802.See file dsdata.pdf to determine how the superseded data were derived.
 NM0802
 NM0802_MARKER: DB = BENCH MARK DISK
 NM0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0802_STAMPING: S 325 1948
 NM0802_MARK LOGO: CGS
 NM0802_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0802+STABILITY: SURFACE MOTION
 NM0802
 NM0802  HISTORY     - Date     Condition        Report By
 NM0802  HISTORY     - 1948     MONUMENTED       CGS
 NM0802
 NM0802                          STATION DESCRIPTION
 NM0802
 NM0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0802'5.9 MI NW FROM RIVERSIDE.
 NM0802'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0802'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.1
 NM0802'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 NM0802'ALONG A GRAVEL ROAD, THENCE 1.1 MILES WEST ALONG A PAVED ROAD,
 NM0802'THENCE 1.4 MILES WEST ALONG A GRAVEL ROAD, IN LINE WITH THE SOUTH
 NM0802'OR FRONT SIDE OF A FARMHOUSE, 79.0 FEET NORTH OF THE CENTER LINE
 NM0802'OF THE EAST-WEST ROAD, 22.5 FEET EAST OF THE SOUTHEAST CORNER OF
 NM0802'THE HOUSE, 12.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 NM0802'1.3 FEET EAST OF A FENCE, 34.0 FEET WEST OF A 40-INCH COTTONWOOD
 NM0802'TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0802'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0216 ***********************************************************************
 OQ0216  DESIGNATION -  S 326
 OQ0216  PID         -  OQ0216
 OQ0216  STATE/COUNTY-  SD/LINCOLN
 OQ0216  COUNTRY     -  US
 OQ0216  USGS QUAD   -  CANTON (2017)
 OQ0216
 OQ0216                         *CURRENT SURVEY CONTROL
 OQ0216  ______________________________________________________________________
 OQ0216* NAD 83(1996) POSITION- 43 17 56.49875(N) 096 33 11.54278(W)   ADJUSTED
 OQ0216* NAVD 88 ORTHO HEIGHT -   383.509 (meters)     1258.23  (feet) ADJUSTED
 OQ0216  ______________________________________________________________________
 OQ0216  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 OQ0216  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 OQ0216  DYNAMIC HEIGHT  -        383.405 (meters)     1257.89  (feet) COMP
 OQ0216  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 OQ0216
 OQ0216  HORZ ORDER      -  SECOND
 OQ0216  VERT ORDER      -  SECOND    CLASS 0
 OQ0216
 OQ0216.The horizontal coordinates were established by classical geodetic methods
 OQ0216.and adjusted by the National Geodetic Survey in January 1998.
 OQ0216
 OQ0216.The orthometric height was determined by differential leveling and
 OQ0216.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0216.in June 1991.
 OQ0216
 OQ0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0216.GEOID18 height accuracy estimate available here.
 OQ0216
 OQ0216.Click photographs - Photos may exist for this station.
 OQ0216
 OQ0216.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0216
 OQ0216.The dynamic height is computed by dividing the NAVD 88
 OQ0216.geopotential number by the normal gravity value computed on the
 OQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0216.degrees latitude (g = 980.6199 gals.).
 OQ0216
 OQ0216.The modeled gravity was interpolated from observed gravity values.
 OQ0216
 OQ0216. The following values were computed from the NAD 83(1996) position.
 OQ0216
 OQ0216;                    North         East     Units Scale Factor Converg.
 OQ0216;SPC SD S     -   114,258.398   906,606.558   MT  0.99992232   +2 36 27.8
 OQ0216;SPC SD S     -   374,862.76  2,974,425.02   sFT  0.99992232   +2 36 27.8
 OQ0216;UTM  14      - 4,796,929.343   698,467.947   MT  1.00008456   +1 40 42.9
 OQ0216
 OQ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0216!SPC SD S     -   0.99994401  x   0.99992232  =   0.99986633
 OQ0216!UTM  14      -   0.99994401  x   1.00008456  =   1.00002856
 OQ0216
 OQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9846796929(NAD 83)
 OQ0216
 OQ0216                          SUPERSEDED SURVEY CONTROL
 OQ0216
 OQ0216  NAD 83(1995)-  43 17 56.49937(N)    096 33 11.53825(W) AD(       ) 2
 OQ0216  NAD 83(1986)-  43 17 56.50102(N)    096 33 11.52875(W) AD(       ) 2
 OQ0216  NAD 27      -  43 17 56.56200(N)    096 33 10.36000(W) AD(       ) 2
 OQ0216  NGVD 29 (??/??/92)  383.272  (m)         1257.45   (f) ADJ UNCH    2 0
 OQ0216  NGVD 29             383.27   (m)         1257.4    (f) LEVELING    3  
 OQ0216
 OQ0216.Superseded values are not recommended for survey control.
 OQ0216
 OQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0216.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0216
 OQ0216_MARKER: DB = BENCH MARK DISK
 OQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0216_STAMPING: S 326 1949
 OQ0216_MARK LOGO: CGS
 OQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0216+STABILITY: SURFACE MOTION
 OQ0216
 OQ0216  HISTORY     - Date     Condition        Report By
 OQ0216  HISTORY     - 1949     MONUMENTED       CGS
 OQ0216  HISTORY     - 1949     GOOD             CGS
 OQ0216
 OQ0216                          STATION DESCRIPTION
 OQ0216
 OQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0216'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE SMALL CITY OF
 OQ0216'CANTON ON THE MUNICIPAL AIRPORT.  IT IS 76 FEET EAST OF THE
 OQ0216'SOUTHEAST CORNER OF THE OFFICE BUILDING AND 26 FEET NORTH OF THE
 OQ0216'CENTERLINE OF A DRIVEWAY.
 OQ0216'
 OQ0216'BENCH MARK S 326 1949 WAS USED AS REFERENCE MARK NO. 2.  IT IS 18
 OQ0216'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 1.5 FEET EAST OF
 OQ0216'THE SOUTHEAST CORNER OF THE OFFICE BUILDING.  THE MARK IS STAMPED
 OQ0216'BENCH MARK S 326 1949 AND PROJECTS ABOUT 4 INCHES.
 OQ0216
 OQ0216                          STATION RECOVERY (1949)
 OQ0216
 OQ0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0216'2.2 MI SE FROM CANTON.
 OQ0216'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT CANTON,
 OQ0216'THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, AT THE CANTON MUNICIPAL
 OQ0216'AIRPORT, AT THE SOUTHEAST CORNER OF THE OFFICE, 22.0 FEET NORTH
 OQ0216'OF THE CENTER LINE OF THE ROAD, 1.4 FEET EAST OF THE SOUTHEAST
 OQ0216'CORNER OF THE OFFICE BUILDING, AND SET IN THE TOP OF A CONCRETE
 OQ0216'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0254 ***********************************************************************
 OQ0254  DESIGNATION -  S 327
 OQ0254  PID         -  OQ0254
 OQ0254  STATE/COUNTY-  SD/LINCOLN
 OQ0254  COUNTRY     -  US
 OQ0254  USGS QUAD   -  HARRISBURG (2017)
 OQ0254
 OQ0254                         *CURRENT SURVEY CONTROL
 OQ0254  ______________________________________________________________________
 OQ0254* NAD 83(1986) POSITION- 43 25 01.     (N) 096 37 42.     (W)   SCALED
 OQ0254* NAVD 88 ORTHO HEIGHT -   424.453 (meters)     1392.56  (feet) ADJUSTED
 OQ0254  ______________________________________________________________________
 OQ0254  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 OQ0254  DYNAMIC HEIGHT  -        424.340 (meters)     1392.19  (feet) COMP
 OQ0254  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 OQ0254
 OQ0254  VERT ORDER      -  SECOND    CLASS 0
 OQ0254
 OQ0254.The horizontal coordinates were scaled from a map and have
 OQ0254.an estimated accuracy of +/- 6 seconds.
 OQ0254
 OQ0254.The orthometric height was determined by differential leveling and
 OQ0254.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0254.in June 1991.
 OQ0254
 OQ0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0254.GEOID18 height accuracy estimate available here.
 OQ0254
 OQ0254.Click photographs - Photos may exist for this station.
 OQ0254
 OQ0254.The dynamic height is computed by dividing the NAVD 88
 OQ0254.geopotential number by the normal gravity value computed on the
 OQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0254.degrees latitude (g = 980.6199 gals.).
 OQ0254
 OQ0254.The modeled gravity was interpolated from observed gravity values.
 OQ0254
 OQ0254;                    North         East    Units  Estimated Accuracy
 OQ0254;SPC SD S     -   127,070.      899,930.      MT  (+/- 180 meters Scaled)
 OQ0254
 OQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP920098(NAD 83)
 OQ0254
 OQ0254                          SUPERSEDED SURVEY CONTROL
 OQ0254
 OQ0254  NGVD 29 (??/??/92)  424.195  (m)         1391.71   (f) ADJ UNCH    2 0
 OQ0254
 OQ0254.Superseded values are not recommended for survey control.
 OQ0254
 OQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0254.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0254
 OQ0254_MARKER: DB = BENCH MARK DISK
 OQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0254_STAMPING: S 327 1949
 OQ0254_MARK LOGO: CGS
 OQ0254_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0254+STABILITY: SURFACE MOTION
 OQ0254
 OQ0254  HISTORY     - Date     Condition        Report By
 OQ0254  HISTORY     - 1949     MONUMENTED       CGS
 OQ0254  HISTORY     - 20110425 MARK NOT FOUND   INDIV
 OQ0254
 OQ0254                          STATION DESCRIPTION
 OQ0254
 OQ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0254'4.5 MI SE FROM HARRISBURG.
 OQ0254'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0254'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 OQ0254'THENCE 3.0 MILES EAST ALONG A GRADED DIRT ROAD, 35.0 FEET SOUTH
 OQ0254'OF THE CENTER LINE OF THE EAST-WEST ROAD, 35.0 FEET EAST OF THE
 OQ0254'CENTER LINE OF THE NORTH-SOUTH ROAD, 11.0 FEET WEST OF THE
 OQ0254'CENTER OF A WIRE GATE, 3.8 FEET SOUTHEAST OF A POWER LINE POLE,
 OQ0254'2.4 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 OQ0254'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0254
 OQ0254                          STATION RECOVERY (2011)
 OQ0254
 OQ0254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MJN)
 OQ0254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0293 ***********************************************************************
 OQ0293  DESIGNATION -  S 328
 OQ0293  PID         -  OQ0293
 OQ0293  STATE/COUNTY-  SD/MINNEHAHA
 OQ0293  COUNTRY     -  US
 OQ0293  USGS QUAD   -  BRANDON (2017)
 OQ0293
 OQ0293                         *CURRENT SURVEY CONTROL
 OQ0293  ______________________________________________________________________
 OQ0293* NAD 83(1986) POSITION- 43 33 31.     (N) 096 35 28.     (W)   SCALED
 OQ0293* NAVD 88 ORTHO HEIGHT -   395.008 (meters)     1295.96  (feet) ADJUSTED
 OQ0293  ______________________________________________________________________
 OQ0293  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 OQ0293  DYNAMIC HEIGHT  -        394.907 (meters)     1295.62  (feet) COMP
 OQ0293  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 OQ0293
 OQ0293  VERT ORDER      -  SECOND    CLASS 0
 OQ0293
 OQ0293.The horizontal coordinates were scaled from a map and have
 OQ0293.an estimated accuracy of +/- 6 seconds.
 OQ0293
 OQ0293.The orthometric height was determined by differential leveling and
 OQ0293.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0293.in June 1991.
 OQ0293
 OQ0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0293.GEOID18 height accuracy estimate available here.
 OQ0293
 OQ0293.Click photographs - Photos may exist for this station.
 OQ0293
 OQ0293.The dynamic height is computed by dividing the NAVD 88
 OQ0293.geopotential number by the normal gravity value computed on the
 OQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0293.degrees latitude (g = 980.6199 gals.).
 OQ0293
 OQ0293.The modeled gravity was interpolated from observed gravity values.
 OQ0293
 OQ0293;                    North         East    Units  Estimated Accuracy
 OQ0293;SPC SD S     -   142,930.      902,240.      MT  (+/- 180 meters Scaled)
 OQ0293
 OQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP945256(NAD 83)
 OQ0293
 OQ0293                          SUPERSEDED SURVEY CONTROL
 OQ0293
 OQ0293  NGVD 29 (??/??/92)  394.737  (m)         1295.07   (f) ADJ UNCH    2 0
 OQ0293
 OQ0293.Superseded values are not recommended for survey control.
 OQ0293
 OQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0293.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0293
 OQ0293_MARKER: DB = BENCH MARK DISK
 OQ0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0293_SP_SET: BRIDGE
 OQ0293_STAMPING: S 328 1949
 OQ0293_MARK LOGO: CGS
 OQ0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0293
 OQ0293  HISTORY     - Date     Condition        Report By
 OQ0293  HISTORY     - 1949     MONUMENTED       CGS
 OQ0293
 OQ0293                          STATION DESCRIPTION
 OQ0293
 OQ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0293'2.3 MI S FROM BRANDON.
 OQ0293'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE BRANDON SAVINGS
 OQ0293'BANK AT BRANDON, MINNEHAHA COUNTY, THENCE 1.55 MILES SOUTH ALONG
 OQ0293'A GRAVELED ROAD, 0.4 MILE SOUTH ALONG U.S. HIGHWAY 16, 0.15 MILE
 OQ0293'SOUTH ALONG A GRAVELED ROAD, IN THE NORTHEAST END OF A WINGWALL
 OQ0293'OF AN OLD BRIDGE SITE OVER THE BIG SIOUX RIVER, 300 FEET
 OQ0293'DOWNSTREAM FROM THE NEW BRIDGE ON U.S. HIGHWAY 16, 35.0 FEET
 OQ0293'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 10.0 FEET NORTH
 OQ0293'OF THE EXTENDED CENTERLINE OF THE NORTH-SOUTH ROAD, 10.0 FEET
 OQ0293'NORTH OF THE EXTENDED CENTERLINE OF A T ROAD EAST, 1.2 FEET
 OQ0293'SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL, AND 2.0 FEET
 OQ0293'ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0249 ***********************************************************************
 PR0249  DESIGNATION -  S 329
 PR0249  PID         -  PR0249
 PR0249  STATE/COUNTY-  SD/MOODY
 PR0249  COUNTRY     -  US
 PR0249  USGS QUAD   -  FLANDREAU NW (2017)
 PR0249
 PR0249                         *CURRENT SURVEY CONTROL
 PR0249  ______________________________________________________________________
 PR0249* NAD 83(1986) POSITION- 44 09 09.     (N) 096 37 44.     (W)   SCALED
 PR0249* NAVD 88 ORTHO HEIGHT -   505.848 (meters)     1659.60  (feet) ADJUSTED
 PR0249  ______________________________________________________________________
 PR0249  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 PR0249  DYNAMIC HEIGHT  -        505.736 (meters)     1659.24  (feet) COMP
 PR0249  MODELED GRAVITY -    980,381.7   (mgal)                       NAVD 88
 PR0249
 PR0249  VERT ORDER      -  SECOND    CLASS 0
 PR0249
 PR0249.The horizontal coordinates were scaled from a map and have
 PR0249.an estimated accuracy of +/- 6 seconds.
 PR0249
 PR0249.The orthometric height was determined by differential leveling and
 PR0249.adjusted by the NATIONAL GEODETIC SURVEY
 PR0249.in June 1991.
 PR0249
 PR0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0249.GEOID18 height accuracy estimate available here.
 PR0249
 PR0249.Click photographs - Photos may exist for this station.
 PR0249
 PR0249.The dynamic height is computed by dividing the NAVD 88
 PR0249.geopotential number by the normal gravity value computed on the
 PR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0249.degrees latitude (g = 980.6199 gals.).
 PR0249
 PR0249.The modeled gravity was interpolated from observed gravity values.
 PR0249
 PR0249;                    North         East    Units  Estimated Accuracy
 PR0249;SPC SD S     -   208,710.      896,240.      MT  (+/- 180 meters Scaled)
 PR0249
 PR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP896915(NAD 83)
 PR0249
 PR0249                          SUPERSEDED SURVEY CONTROL
 PR0249
 PR0249  NGVD 29 (??/??/92)  505.586  (m)         1658.74   (f) ADJ UNCH    2 0
 PR0249
 PR0249.Superseded values are not recommended for survey control.
 PR0249
 PR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0249.See file dsdata.pdf to determine how the superseded data were derived.
 PR0249
 PR0249_MARKER: DB = BENCH MARK DISK
 PR0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0249_STAMPING: S 329 1949
 PR0249_MARK LOGO: CGS
 PR0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0249+STABILITY: SURFACE MOTION
 PR0249
 PR0249  HISTORY     - Date     Condition        Report By
 PR0249  HISTORY     - 1949     MONUMENTED       CGS
 PR0249  HISTORY     - 1964     POOR             CGS
 PR0249
 PR0249                          STATION DESCRIPTION
 PR0249
 PR0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0249'9.8 MI NW FROM FLANDREAU.
 PR0249'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 PR0249'AT FLANDREAU, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 PR0249'AT A ROAD INTERSECTION, 125.0 FEET NORTH OF THE CENTER LINE
 PR0249'OF AN EAST-WEST ROAD, 28.0 FEET WEST OF THE CENTER LINE OF A
 PR0249'NORTH-SOUTH ROAD, 1.9 FEET SOUTH OF A REFERENCE POST, 1.0
 PR0249'FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 PR0249'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PR0249
 PR0249                          STATION RECOVERY (1964)
 PR0249
 PR0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PR0249'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0443 ***********************************************************************
 PR0443  DESIGNATION -  S 330
 PR0443  PID         -  PR0443
 PR0443  STATE/COUNTY-  SD/HAMLIN
 PR0443  COUNTRY     -  US
 PR0443  USGS QUAD   -  CASTLEWOOD (2017)
 PR0443
 PR0443                         *CURRENT SURVEY CONTROL
 PR0443  ______________________________________________________________________
 PR0443* NAD 83(1986) POSITION- 44 39 35.     (N) 097 01 37.     (W)   SCALED
 PR0443* NAVD 88 ORTHO HEIGHT -   509.499 (meters)     1671.58  (feet) ADJUSTED
 PR0443  ______________________________________________________________________
 PR0443  GEOID HEIGHT    -        -24.959 (meters)                     GEOID18
 PR0443  DYNAMIC HEIGHT  -        509.422 (meters)     1671.33  (feet) COMP
 PR0443  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 PR0443
 PR0443  VERT ORDER      -  SECOND    CLASS 0
 PR0443
 PR0443.The horizontal coordinates were scaled from a map and have
 PR0443.an estimated accuracy of +/- 6 seconds.
 PR0443
 PR0443.The orthometric height was determined by differential leveling and
 PR0443.adjusted by the NATIONAL GEODETIC SURVEY
 PR0443.in June 1991.
 PR0443
 PR0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0443.GEOID18 height accuracy estimate available here.
 PR0443
 PR0443.Click photographs - Photos may exist for this station.
 PR0443
 PR0443.The dynamic height is computed by dividing the NAVD 88
 PR0443.geopotential number by the normal gravity value computed on the
 PR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0443.degrees latitude (g = 980.6199 gals.).
 PR0443
 PR0443.The modeled gravity was interpolated from observed gravity values.
 PR0443
 PR0443;                    North         East    Units  Estimated Accuracy
 PR0443;SPC SD N     -    96,160.      835,740.      MT  (+/- 180 meters Scaled)
 PR0443
 PR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ564470(NAD 83)
 PR0443
 PR0443                          SUPERSEDED SURVEY CONTROL
 PR0443
 PR0443  NGVD 29 (??/??/92)  509.214  (m)         1670.65   (f) ADJ UNCH    2 0
 PR0443
 PR0443.Superseded values are not recommended for survey control.
 PR0443
 PR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0443.See file dsdata.pdf to determine how the superseded data were derived.
 PR0443
 PR0443_MARKER: DB = BENCH MARK DISK
 PR0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0443_STAMPING: S 330 1949
 PR0443_MARK LOGO: CGS
 PR0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0443+STABILITY: SURFACE MOTION
 PR0443
 PR0443  HISTORY     - Date     Condition        Report By
 PR0443  HISTORY     - 1949     MONUMENTED       CGS
 PR0443  HISTORY     - 19950321 GOOD             LOCENG
 PR0443
 PR0443                          STATION DESCRIPTION
 PR0443
 PR0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0443'4.6 MI S FROM CASTLEWOOD.
 PR0443'4.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0443'CASTLEWOOD, AT A ROAD INTERSECTION, 206.0 FEET NORTH OF THE
 PR0443'CENTER LINE OF AN EAST-WEST ROAD, 58.9 FEET NORTHEAST OF THE
 PR0443'NORTHEAST CORNER OF A SCHOOLHOUSE, 42.0 FEET WEST OF THE CENTER
 PR0443'LINE OF A NORTH-SOUTH ROAD, 1.8 FEET EAST OF A REFERENCE POST,
 PR0443'1.3 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 PR0443'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PR0443
 PR0443                          STATION RECOVERY (1995)
 PR0443
 PR0443'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GLJ)
 PR0443'RECOVERED IN GOOD CONDITION.  NOTE--SET A 5 1/2 FOOT STEEL FENCE POST
 PR0443'ONE FOOT EAST OF THE MARK TOWARD THE ROADWAY TO WITNESS THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0227 ***********************************************************************
 PT0227  DESIGNATION -  S 331
 PT0227  PID         -  PT0227
 PT0227  STATE/COUNTY-  SD/STANLEY
 PT0227  COUNTRY     -  US
 PT0227  USGS QUAD   -  OAHE DAM (2017)
 PT0227
 PT0227                         *CURRENT SURVEY CONTROL
 PT0227  ______________________________________________________________________
 PT0227* NAD 83(1986) POSITION- 44 23 56.     (N) 100 23 44.     (W)   SCALED
 PT0227* NAVD 88 ORTHO HEIGHT -   444.023 (meters)     1456.77  (feet) ADJUSTED
 PT0227  ______________________________________________________________________
 PT0227  GEOID HEIGHT    -        -23.324 (meters)                     GEOID18
 PT0227  DYNAMIC HEIGHT  -        443.933 (meters)     1456.47  (feet) COMP
 PT0227  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 PT0227
 PT0227  VERT ORDER      -  FIRST     CLASS II
 PT0227
 PT0227.The horizontal coordinates were scaled from a map and have
 PT0227.an estimated accuracy of +/- 6 seconds.
 PT0227
 PT0227.The orthometric height was determined by differential leveling and
 PT0227.adjusted by the NATIONAL GEODETIC SURVEY
 PT0227.in June 1991.
 PT0227
 PT0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0227.GEOID18 height accuracy estimate available here.
 PT0227
 PT0227.Click photographs - Photos may exist for this station.
 PT0227
 PT0227.The dynamic height is computed by dividing the NAVD 88
 PT0227.geopotential number by the normal gravity value computed on the
 PT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0227.degrees latitude (g = 980.6199 gals.).
 PT0227
 PT0227.The modeled gravity was interpolated from observed gravity values.
 PT0227
 PT0227;                    North         East    Units  Estimated Accuracy
 PT0227;SPC SD S     -   229,480.      595,040.      MT  (+/- 180 meters Scaled)
 PT0227
 PT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ888171(NAD 83)
 PT0227
 PT0227                          SUPERSEDED SURVEY CONTROL
 PT0227
 PT0227  NGVD 29 (??/??/92)  443.644  (m)         1455.52   (f) ADJ UNCH    1 2
 PT0227
 PT0227.Superseded values are not recommended for survey control.
 PT0227
 PT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0227.See file dsdata.pdf to determine how the superseded data were derived.
 PT0227
 PT0227_MARKER: DB = BENCH MARK DISK
 PT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0227_STAMPING: S 331 1949
 PT0227_MARK LOGO: CGS
 PT0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0227+STABILITY: SURFACE MOTION
 PT0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0227+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1989
 PT0227
 PT0227  HISTORY     - Date     Condition        Report By
 PT0227  HISTORY     - 1949     MONUMENTED       CGS
 PT0227  HISTORY     - 1951     GOOD             CGS
 PT0227  HISTORY     - 1978     GOOD             SDDT
 PT0227  HISTORY     - 19890121 GOOD             NGS
 PT0227
 PT0227                          STATION DESCRIPTION
 PT0227
 PT0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0227'3.2 MI NW FROM FORT PIERRE.
 PT0227'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0227'NORTH WESTERN RAILROAD STATION AT FORT PIERRE, THENCE 1.8 MILES
 PT0227'NORTHWEST ALONG THE OAHE DAM SITE ROAD, 0.1 MILE SOUTH OF A DIRT
 PT0227'ROAD WHICH LEADS WEST AND UPHILL, 103 FEET WEST OF THE CENTER
 PT0227'LINE OF THE OAHE DAM SITE ROAD, 16 FEET EAST OF THE CENTER LINE
 PT0227'OF A DIRT ROAD, 1.8 FEET EAST OF A BRACED FENCE POST IN A NORTH
 PT0227'AND SOUTH FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 PT0227'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 PT0227
 PT0227                          STATION RECOVERY (1951)
 PT0227
 PT0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0227'RECOVERED IN GOOD CONDITION.
 PT0227
 PT0227                          STATION RECOVERY (1978)
 PT0227
 PT0227'RECOVERY NOTE BY SD DEPT OF TRANSP 1978
 PT0227'RECOVERED IN GOOD CONDITION.
 PT0227
 PT0227                          STATION RECOVERY (1989)
 PT0227
 PT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0387 ***********************************************************************
 QS0387  DESIGNATION -  S 332
 QS0387  PID         -  QS0387
 QS0387  STATE/COUNTY-  SD/CORSON
 QS0387  COUNTRY     -  US
 QS0387  USGS QUAD   -  MAHTO NE (2017)
 QS0387
 QS0387                         *CURRENT SURVEY CONTROL
 QS0387  ______________________________________________________________________
 QS0387* NAD 83(1986) POSITION- 45 56 37.     (N) 100 36 09.     (W)   SCALED
 QS0387* NAVD 88 ORTHO HEIGHT -   582.669 (meters)     1911.64  (feet) ADJUSTED
 QS0387  ______________________________________________________________________
 QS0387  GEOID HEIGHT    -        -21.438 (meters)                     GEOID18
 QS0387  DYNAMIC HEIGHT  -        582.638 (meters)     1911.54  (feet) COMP
 QS0387  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 QS0387
 QS0387  VERT ORDER      -  FIRST     CLASS II
 QS0387
 QS0387.The horizontal coordinates were scaled from a map and have
 QS0387.an estimated accuracy of +/- 6 seconds.
 QS0387
 QS0387.The orthometric height was determined by differential leveling and
 QS0387.adjusted by the NATIONAL GEODETIC SURVEY
 QS0387.in June 1991.
 QS0387
 QS0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0387.GEOID18 height accuracy estimate available here.
 QS0387
 QS0387.Click photographs - Photos may exist for this station.
 QS0387
 QS0387.The dynamic height is computed by dividing the NAVD 88
 QS0387.geopotential number by the normal gravity value computed on the
 QS0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0387.degrees latitude (g = 980.6199 gals.).
 QS0387
 QS0387.The modeled gravity was interpolated from observed gravity values.
 QS0387
 QS0387;                    North         East    Units  Estimated Accuracy
 QS0387;SPC SD N     -   234,690.      553,280.      MT  (+/- 180 meters Scaled)
 QS0387
 QS0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR757890(NAD 83)
 QS0387
 QS0387                          SUPERSEDED SURVEY CONTROL
 QS0387
 QS0387  NGVD 29 (??/??/92)  582.280  (m)         1910.36   (f) ADJ UNCH    1 2
 QS0387
 QS0387.Superseded values are not recommended for survey control.
 QS0387
 QS0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0387.See file dsdata.pdf to determine how the superseded data were derived.
 QS0387
 QS0387_MARKER: DB = BENCH MARK DISK
 QS0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0387_STAMPING: S 332 1949
 QS0387_MARK LOGO: CGS
 QS0387_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0387+STABILITY: SURFACE MOTION
 QS0387
 QS0387  HISTORY     - Date     Condition        Report By
 QS0387  HISTORY     - 1949     MONUMENTED       CGS
 QS0387  HISTORY     - 1959     GOOD             CGS
 QS0387
 QS0387                          STATION DESCRIPTION
 QS0387
 QS0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0387'10.5 MI SE FROM FORT YATES.
 QS0387'4.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 QS0387'YATES STREET AND STANDING ROCK AVENUE, THENCE 0.3 MILE EAST
 QS0387'TO A ROAD JUNCTION, THENCE 1.0 MILE SOUTH 0.2 MILE WEST AND
 QS0387'4.6 MILES SOUTH ALONG A DIRT ROAD TO A ROAD INTERSECTION AND
 QS0387'THE NORTH-SOUTH DAKOTA STATE LINE, THENCE 1.3 MILES EAST ALONG
 QS0387'A DIRT ROAD, AT THE TOP OF A HILL, APPROXIMATELY 124 YARDS SOUTH
 QS0387'OF A WIRE FENCE AT THE STATE LINE, 140 YARDS (PACED) NORTH OF
 QS0387'THE ROAD, IN A ROW OF TELEPHONE POLES, 35 FEET WEST OF A POLE,
 QS0387'74 YARDS (PACED) EAST OF A WIRE FENCE, 1.4 FEET NORTH OF A
 QS0387'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 QS0387'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QS0387
 QS0387                          STATION RECOVERY (1959)
 QS0387
 QS0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QS0387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0450 ***********************************************************************
 OT0450  DESIGNATION -  S 333
 OT0450  PID         -  OT0450
 OT0450  STATE/COUNTY-  SD/FALL RIVER
 OT0450  COUNTRY     -  US
 OT0450  USGS QUAD   -  PROVO (2017)
 OT0450
 OT0450                         *CURRENT SURVEY CONTROL
 OT0450  ______________________________________________________________________
 OT0450* NAD 83(1986) POSITION- 43 11 12.     (N) 103 49 00.     (W)   SCALED
 OT0450* NAVD 88 ORTHO HEIGHT -  1125.074 (meters)     3691.18  (feet) ADJUSTED
 OT0450  ______________________________________________________________________
 OT0450  GEOID HEIGHT    -        -15.292 (meters)                     GEOID18
 OT0450  DYNAMIC HEIGHT  -       1124.583 (meters)     3689.57  (feet) COMP
 OT0450  MODELED GRAVITY -    980,144.1   (mgal)                       NAVD 88
 OT0450
 OT0450  VERT ORDER      -  FIRST     CLASS II
 OT0450
 OT0450.The horizontal coordinates were scaled from a map and have
 OT0450.an estimated accuracy of +/- 6 seconds.
 OT0450
 OT0450.The orthometric height was determined by differential leveling and
 OT0450.adjusted by the NATIONAL GEODETIC SURVEY
 OT0450.in June 1991.
 OT0450
 OT0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0450.GEOID18 height accuracy estimate available here.
 OT0450
 OT0450.Click photographs - Photos may exist for this station.
 OT0450
 OT0450.The dynamic height is computed by dividing the NAVD 88
 OT0450.geopotential number by the normal gravity value computed on the
 OT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0450.degrees latitude (g = 980.6199 gals.).
 OT0450
 OT0450.The modeled gravity was interpolated from observed gravity values.
 OT0450
 OT0450;                    North         East    Units  Estimated Accuracy
 OT0450;SPC SD S     -   100,740.      316,930.      MT  (+/- 180 meters Scaled)
 OT0450
 OT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH961822(NAD 83)
 OT0450
 OT0450                          SUPERSEDED SURVEY CONTROL
 OT0450
 OT0450  NGVD 29 (??/??/92) 1124.462  (m)         3689.17   (f) ADJ UNCH    1 2
 OT0450
 OT0450.Superseded values are not recommended for survey control.
 OT0450
 OT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0450.See file dsdata.pdf to determine how the superseded data were derived.
 OT0450
 OT0450_MARKER: DB = BENCH MARK DISK
 OT0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0450_STAMPING: S 333 1957
 OT0450_MARK LOGO: CGS
 OT0450_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0450_ROD/PIPE-DEPTH: 5.0 meters
 OT0450
 OT0450  HISTORY     - Date     Condition        Report By
 OT0450  HISTORY     - 1957     MONUMENTED       CGS
 OT0450  HISTORY     - 1985     GOOD             NGS
 OT0450
 OT0450                          STATION DESCRIPTION
 OT0450
 OT0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0450'1 MI SE FROM PROVO.
 OT0450'ABOUT 0.95 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0450'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 18,
 OT0450'T. 10 S., R. 3 W., 41 FEET NORTH OF MILEPOST 466, 50 FEET
 OT0450'NORTH OF THE NORTH RAIL, 417 FEET EAST OF THE CENTER LINE OF
 OT0450'A NORTH-SOUTH CROSS ROAD, 313 FEET WEST-NORTHWEST OF A SWITCH
 OT0450'STAND, 47 FEET SOUTH OF A FENCE LINE, 26 FEET EAST OF A
 OT0450'TELEPHONE POLE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 OT0450'A DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 OT0450'DEPTH OF 16 1/2 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE
 OT0450'WHICH PROJECTS 1 FOOT.
 OT0450
 OT0450                          STATION RECOVERY (1985)
 OT0450
 OT0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0450'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.9
 OT0450'MI) SOUTHEAST ALONG STATE HIGHWAY 471 FROM THE POST OFFICE AT PROVO,
 OT0450'0.16 KM (0.1 MI) SOUTHEAST OF A ROAD CROSSING OVER THE BURLINGTON
 OT0450'NORTHERN RAILROAD, 15.2 METERS (50 FT) NORTH OF THE NORTH RAIL, 12.5
 OT0450'METERS (41 FT) NORTHWEST OF MILEPOLE 466, 7.9 METERS (26 FT) EAST OF
 OT0450'A TELEPHONE POLE, 14.3 METERS (47 FT) SOUTH-SOUTHWEST OF A FENCE AND
 OT0450'0.3 METER (1 FT) SOUTH OF A WITNESS POST.
 OT0450'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0450'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0440 ***********************************************************************
 OT0440  DESIGNATION -  S 335
 OT0440  PID         -  OT0440
 OT0440  STATE/COUNTY-  SD/FALL RIVER
 OT0440  COUNTRY     -  US
 OT0440  USGS QUAD   -  ARDMORE (2017)
 OT0440
 OT0440                         *CURRENT SURVEY CONTROL
 OT0440  ______________________________________________________________________
 OT0440* NAD 83(1986) POSITION- 43 07 11.     (N) 103 41 12.     (W)   SCALED
 OT0440* NAVD 88 ORTHO HEIGHT -  1065.696 (meters)     3496.37  (feet) ADJUSTED
 OT0440  ______________________________________________________________________
 OT0440  GEOID HEIGHT    -        -15.739 (meters)                     GEOID18
 OT0440  DYNAMIC HEIGHT  -       1065.229 (meters)     3494.84  (feet) COMP
 OT0440  MODELED GRAVITY -    980,145.1   (mgal)                       NAVD 88
 OT0440
 OT0440  VERT ORDER      -  FIRST     CLASS II
 OT0440
 OT0440.The horizontal coordinates were scaled from a map and have
 OT0440.an estimated accuracy of +/- 6 seconds.
 OT0440
 OT0440.The orthometric height was determined by differential leveling and
 OT0440.adjusted by the NATIONAL GEODETIC SURVEY
 OT0440.in June 1991.
 OT0440
 OT0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0440.GEOID18 height accuracy estimate available here.
 OT0440
 OT0440.Click photographs - Photos may exist for this station.
 OT0440
 OT0440.The dynamic height is computed by dividing the NAVD 88
 OT0440.geopotential number by the normal gravity value computed on the
 OT0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0440.degrees latitude (g = 980.6199 gals.).
 OT0440
 OT0440.The modeled gravity was interpolated from observed gravity values.
 OT0440
 OT0440;                    North         East    Units  Estimated Accuracy
 OT0440;SPC SD S     -    92,870.      327,190.      MT  (+/- 180 meters Scaled)
 OT0440
 OT0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH068749(NAD 83)
 OT0440
 OT0440                          SUPERSEDED SURVEY CONTROL
 OT0440
 OT0440  NGVD 29 (??/??/92) 1065.144  (m)         3494.56   (f) ADJ UNCH    1 2
 OT0440
 OT0440.Superseded values are not recommended for survey control.
 OT0440
 OT0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0440.See file dsdata.pdf to determine how the superseded data were derived.
 OT0440
 OT0440_MARKER: DB = BENCH MARK DISK
 OT0440_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0440_SP_SET: SMALL BRIDGE ABUTMENT
 OT0440_STAMPING: S 335 1957
 OT0440_MARK LOGO: CGS
 OT0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0440
 OT0440  HISTORY     - Date     Condition        Report By
 OT0440  HISTORY     - 1957     MONUMENTED       CGS
 OT0440  HISTORY     - 1985     GOOD             NGS
 OT0440
 OT0440                          STATION DESCRIPTION
 OT0440
 OT0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0440'7.4 MI NW FROM ARDMORE.
 OT0440'ABOUT 7.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0440'QUICNY RAILROAD FROM THE STATION AT ARDMORE, IN SECTION 6,
 OT0440'T. 11 S., R. 4 E., IN THE TOP OF THE NORTHEAST END OF THE
 OT0440'SOUTHEAST ABUTMENT OF BRIDGE 457.77, 6 1/2 FEET NORTHEAST
 OT0440'OF THE NORTHEAST RAIL AND ABOUT 3 FEET BELOW THE TOP OF THE
 OT0440'RAIL.
 OT0440
 OT0440                          STATION RECOVERY (1985)
 OT0440
 OT0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0440'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0440'MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 6412
 OT0440'WEST AND 5 EAST AT ARDMORE, THENCE 2.8 KM (1.75 MI) NORTHWEST ALONG
 OT0440'STATE ROUTE 471, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 OT0440'ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE 457.77, 2.0
 OT0440'METERS (6.5 FT) NORTHEAST OF THE NORTHEAST RAIL.  ACCESS TO BENCH
 OT0440'MARK IS HAD BY PRYING UP RAILROAD WALKWAY BOARDS.
 OT0440'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0962 ***********************************************************************
 OR0962  DESIGNATION -  S 336 RESET
 OR0962  PID         -  OR0962
 OR0962  STATE/COUNTY-  SD/CHARLES MIX
 OR0962  COUNTRY     -  US
 OR0962  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0962
 OR0962                         *CURRENT SURVEY CONTROL
 OR0962  ______________________________________________________________________
 OR0962* NAD 83(1986) POSITION- 43 10 09.     (N) 098 39 53.     (W)   SCALED
 OR0962* NAVD 88 ORTHO HEIGHT -   518.04  (meters)     1699.6   (feet) RESET
 OR0962  ______________________________________________________________________
 OR0962  GEOID HEIGHT    -        -26.358 (meters)                     GEOID18
 OR0962  VERT ORDER      -  THIRD
 OR0962
 OR0962.The horizontal coordinates were scaled from a map and have
 OR0962.an estimated accuracy of +/- 6 seconds.
 OR0962
 OR0962.The orthometric height was computed from unverified reset data.
 OR0962
 OR0962.No vertical observational check was made to the station.
 OR0962
 OR0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0962.GEOID18 height accuracy estimate available here.
 OR0962
 OR0962.Click photographs - Photos may exist for this station.
 OR0962
 OR0962;                    North         East    Units  Estimated Accuracy
 OR0962;SPC SD S     -    94,220.      735,670.      MT  (+/- 180 meters Scaled)
 OR0962
 OR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN272796(NAD 83)
 OR0962
 OR0962                          SUPERSEDED SURVEY CONTROL
 OR0962
 OR0962  NGVD 29 (04/17/07)  517.72   (m)         1698.6    (f) RESET       3  
 OR0962
 OR0962.Superseded values are not recommended for survey control.
 OR0962
 OR0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0962.See file dsdata.pdf to determine how the superseded data were derived.
 OR0962
 OR0962_MARKER: DV = VERTICAL CONTROL DISK
 OR0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0962_STAMPING: S 336 RESET 1987
 OR0962_MARK LOGO: NGS
 OR0962_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0962+STABILITY: SURFACE MOTION
 OR0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0962+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OR0962
 OR0962  HISTORY     - Date     Condition        Report By
 OR0962  HISTORY     - 1987     MONUMENTED       NGS
 OR0962
 OR0962                          STATION DESCRIPTION
 OR0962
 OR0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 OR0962'11.2 KM (6.95 MI) WEST ALONG STATE HIGHWAY 50 FROM ITS JUNCTION WITH
 OR0962'U.S. HIGHWAYS 281 AND 18 IN LAKE ANDES, 82.6 M (271.0 FT) SOUTH FROM
 OR0962'THE CENTER OF THE HIGHWAY, 0.3 M (1.0 FT) WEST FROM A FENCE,
 OR0962'0.6 M (2.0 FT) SOUTHWEST FROM A WITNESS POST,
 OR0962'IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
 OR0962'5.79 M (19.0 FT) WEST OF THE ORIGINAL MONUMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1503 ***********************************************************************
 NM1503  DESIGNATION -  S 337
 NM1503  PID         -  NM1503
 NM1503  STATE/COUNTY-  SD/BON HOMME
 NM1503  COUNTRY     -  US
 NM1503  USGS QUAD   -  SPRINGFIELD (2017)
 NM1503
 NM1503                         *CURRENT SURVEY CONTROL
 NM1503  ______________________________________________________________________
 NM1503* NAD 83(1986) POSITION- 42 47 33.     (N) 097 59 28.     (W)   SCALED
 NM1503* NAVD 88 ORTHO HEIGHT -   424.321 (meters)     1392.13  (feet) ADJUSTED
 NM1503  ______________________________________________________________________
 NM1503  GEOID HEIGHT    -        -25.865 (meters)                     GEOID18
 NM1503  DYNAMIC HEIGHT  -        424.183 (meters)     1391.67  (feet) COMP
 NM1503  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 NM1503
 NM1503  VERT ORDER      -  SECOND    CLASS 0
 NM1503
 NM1503.The horizontal coordinates were scaled from a map and have
 NM1503.an estimated accuracy of +/- 6 seconds.
 NM1503
 NM1503.The orthometric height was determined by differential leveling and
 NM1503.adjusted by the NATIONAL GEODETIC SURVEY
 NM1503.in June 1991.
 NM1503
 NM1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1503.GEOID18 height accuracy estimate available here.
 NM1503
 NM1503.Click photographs - Photos may exist for this station.
 NM1503
 NM1503.The dynamic height is computed by dividing the NAVD 88
 NM1503.geopotential number by the normal gravity value computed on the
 NM1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1503.degrees latitude (g = 980.6199 gals.).
 NM1503
 NM1503.The modeled gravity was interpolated from observed gravity values.
 NM1503
 NM1503;                    North         East    Units  Estimated Accuracy
 NM1503;SPC SD S     -    53,710.      791,610.      MT  (+/- 180 meters Scaled)
 NM1503
 NM1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN825382(NAD 83)
 NM1503
 NM1503                          SUPERSEDED SURVEY CONTROL
 NM1503
 NM1503  NGVD 29 (??/??/92)  424.102  (m)         1391.41   (f) ADJ UNCH    2 0
 NM1503
 NM1503.Superseded values are not recommended for survey control.
 NM1503
 NM1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1503.See file dsdata.pdf to determine how the superseded data were derived.
 NM1503
 NM1503_MARKER: DB = BENCH MARK DISK
 NM1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1503_STAMPING: S 337 1949
 NM1503_MARK LOGO: CGS
 NM1503_PROJECTION: FLUSH
 NM1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1503+STABILITY: SURFACE MOTION
 NM1503
 NM1503  HISTORY     - Date     Condition        Report By
 NM1503  HISTORY     - 1949     MONUMENTED       CGS
 NM1503  HISTORY     - 19980101 SEE DESCRIPTION  SDDENR
 NM1503
 NM1503                          STATION DESCRIPTION
 NM1503
 NM1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1503'1.7 MI N FROM RUNNING WATER.
 NM1503'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NM1503'AT RUNNING WATER, AT A T-JUNCTION OF THE HIGHWAY AND A GRAVEL
 NM1503'ROAD LEADING WEST, 34.0 FEET WEST OF THE CENTER LINE OF THE
 NM1503'HIGHWAY, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL
 NM1503'ROAD LEADING NORTHWEST THEN CURVING TO THE WEST, 3.0 FEET
 NM1503'SOUTH OF A CORNER FENCE POST, IN LINE WITH A ROW OF POWER LINE
 NM1503'POLES ON THE WEST SIDE OF THE HIGHWAY (THE POWER LINE CROSSES
 NM1503'THE HIGHWAY AT THIS POINT), 0.8 FOOT EAST OF A FENCE, 1.8 FEET
 NM1503'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM1503'AND LEVEL WITH THE GROUND.
 NM1503
 NM1503                          STATION RECOVERY (1998)
 NM1503
 NM1503'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1998 (JRS)
 NM1503'DESTROYED BY STATE HIGHWAY PROJECT 3037-4-O - PCEMS 3569.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0192 ***********************************************************************
 OR0192  DESIGNATION -  S 338
 OR0192  PID         -  OR0192
 OR0192  STATE/COUNTY-  SD/GREGORY
 OR0192  COUNTRY     -  US
 OR0192  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0192
 OR0192                         *CURRENT SURVEY CONTROL
 OR0192  ______________________________________________________________________
 OR0192* NAD 83(1986) POSITION- 43 09 27.     (N) 098 52 30.     (W)   SCALED
 OR0192* NAVD 88 ORTHO HEIGHT -   387.666 (meters)     1271.87  (feet) ADJUSTED
 OR0192  ______________________________________________________________________
 OR0192  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 OR0192  DYNAMIC HEIGHT  -        387.530 (meters)     1271.42  (feet) COMP
 OR0192  MODELED GRAVITY -    980,259.2   (mgal)                       NAVD 88
 OR0192
 OR0192  VERT ORDER      -  FIRST     CLASS II
 OR0192
 OR0192.The horizontal coordinates were scaled from a map and have
 OR0192.an estimated accuracy of +/- 6 seconds.
 OR0192
 OR0192.The orthometric height was determined by differential leveling and
 OR0192.adjusted by the NATIONAL GEODETIC SURVEY
 OR0192.in June 1991.
 OR0192
 OR0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0192.GEOID18 height accuracy estimate available here.
 OR0192
 OR0192.Click photographs - Photos may exist for this station.
 OR0192
 OR0192.The dynamic height is computed by dividing the NAVD 88
 OR0192.geopotential number by the normal gravity value computed on the
 OR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0192.degrees latitude (g = 980.6199 gals.).
 OR0192
 OR0192.The modeled gravity was interpolated from observed gravity values.
 OR0192
 OR0192;                    North         East    Units  Estimated Accuracy
 OR0192;SPC SD S     -    92,600.      718,600.      MT  (+/- 180 meters Scaled)
 OR0192
 OR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN101783(NAD 83)
 OR0192
 OR0192                          SUPERSEDED SURVEY CONTROL
 OR0192
 OR0192  NGVD 29 (??/??/92)  387.338  (m)         1270.79   (f) ADJ UNCH    1 2
 OR0192
 OR0192.Superseded values are not recommended for survey control.
 OR0192
 OR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0192.See file dsdata.pdf to determine how the superseded data were derived.
 OR0192
 OR0192_MARKER: DB = BENCH MARK DISK
 OR0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0192_STAMPING: S 338 1949
 OR0192_MARK LOGO: CGS
 OR0192_PROJECTION: FLUSH
 OR0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0192+STABILITY: SURFACE MOTION
 OR0192
 OR0192  HISTORY     - Date     Condition        Report By
 OR0192  HISTORY     - 1949     MONUMENTED       CGS
 OR0192  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0192
 OR0192                          STATION DESCRIPTION
 OR0192
 OR0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0192'11.1 MI NE FROM BONESTEEL.
 OR0192'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0192'BONESTEEL, THENCE 6.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0192'THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, THENCE 2.5 MILES
 OR0192'NORTH ALONG A FIELD ROAD, THENCE 0.8 MILE NORTHWESTERLY ALONG
 OR0192'A DIRT ROAD, AT A T-JUNCTION OF ROADS, ABOUT 0.2 MILE SOUTH OF A
 OR0192'CURVE WITH TANGENTS LEADING SOUTH AND WEST, 57.0 FEET
 OR0192'NORTHWEST OF THE SOUTHWEST CORNER OF A BARN ON THE EAST SIDE OF THE
 OR0192'ROAD, 28.0 FEET NORTH OF THE CENTER LINE OF AN OLD ROAD LEADING
 OR0192'WEST TO AN ABANDONED FARMHOUSE, 15.0 FEET WEST OF THE CENTER
 OR0192'LINE OF THE MAIN ROAD, 4.5 FEET WEST OF A CORNER FENCE POST,
 OR0192'2.4 FEET SOUTH OF A FENCE, IN LINE WITH AN EAST-WEST ROW OF
 OR0192'COTTONWOOD TREES, 2.6 FEET WEST OF A REFERENCE POST, SET IN
 OR0192'THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.  NOTE-- THIS
 OR0192'BENCH MARK IS 0.8 MILE SOUTHEAST OF BENCH MARK B 339
 OR0192
 OR0192                          STATION RECOVERY (2013)
 OR0192
 OR0192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0601 ***********************************************************************
 OR0601  DESIGNATION -  S 339
 OR0601  PID         -  OR0601
 OR0601  STATE/COUNTY-  SD/GREGORY
 OR0601  COUNTRY     -  US
 OR0601  USGS QUAD   -  DIXON SE (2017)
 OR0601
 OR0601                         *CURRENT SURVEY CONTROL
 OR0601  ______________________________________________________________________
 OR0601* NAD 83(1986) POSITION- 43 17 04.     (N) 099 20 11.     (W)   SCALED
 OR0601* NAVD 88 ORTHO HEIGHT -   669.120 (meters)     2195.27  (feet) ADJUSTED
 OR0601  ______________________________________________________________________
 OR0601  GEOID HEIGHT    -        -25.916 (meters)                     GEOID18
 OR0601  DYNAMIC HEIGHT  -        668.870 (meters)     2194.45  (feet) COMP
 OR0601  MODELED GRAVITY -    980,225.6   (mgal)                       NAVD 88
 OR0601
 OR0601  VERT ORDER      -  SECOND    CLASS 0
 OR0601
 OR0601.The horizontal coordinates were scaled from a map and have
 OR0601.an estimated accuracy of +/- 6 seconds.
 OR0601
 OR0601.The orthometric height was determined by differential leveling and
 OR0601.adjusted by the NATIONAL GEODETIC SURVEY
 OR0601.in June 1991.
 OR0601
 OR0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0601.GEOID18 height accuracy estimate available here.
 OR0601
 OR0601.Click photographs - Photos may exist for this station.
 OR0601
 OR0601.The dynamic height is computed by dividing the NAVD 88
 OR0601.geopotential number by the normal gravity value computed on the
 OR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0601.degrees latitude (g = 980.6199 gals.).
 OR0601
 OR0601.The modeled gravity was interpolated from observed gravity values.
 OR0601
 OR0601;                    North         East    Units  Estimated Accuracy
 OR0601;SPC SD S     -   106,150.      680,910.      MT  (+/- 180 meters Scaled)
 OR0601
 OR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN727924(NAD 83)
 OR0601
 OR0601                          SUPERSEDED SURVEY CONTROL
 OR0601
 OR0601  NGVD 29 (??/??/92)  668.773  (m)         2194.13   (f) ADJ UNCH    2 0
 OR0601
 OR0601.Superseded values are not recommended for survey control.
 OR0601
 OR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0601.See file dsdata.pdf to determine how the superseded data were derived.
 OR0601
 OR0601_MARKER: DB = BENCH MARK DISK
 OR0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0601_STAMPING: S 339 1949
 OR0601_MARK LOGO: CGS
 OR0601_PROJECTION: FLUSH
 OR0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0601+STABILITY: SURFACE MOTION
 OR0601
 OR0601  HISTORY     - Date     Condition        Report By
 OR0601  HISTORY     - 1949     MONUMENTED       CGS
 OR0601  HISTORY     - 1984     GOOD             NGS
 OR0601
 OR0601                          STATION DESCRIPTION
 OR0601
 OR0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0601'8.4 MI NE FROM GREGORY.
 OR0601'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0601'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0601'NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG A GRAVEL
 OR0601'ROAD, IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, ON
 OR0601'THE WEST SLOPE OF A HILL, JUST WEST OF THE SOUTH POINT OF A
 OR0601'TRIANGLE FORMED BY THE JUNCTION OF THE EAST WEST ROAD AND THE
 OR0601'ROAD LEADING SOUTH, 119.0 FEET SOUTH OF THE CENTER LINE OF THE
 OR0601'EAST-WEST ROAD, 84.0 FEET SOUTH OF A CORNER FENCE POST AT A
 OR0601'POWER LINE POLE, 27.0 FEET WEST OF THE CENTER LINE OF THE
 OR0601'NORTH-SOUTH ROAD, 1.5 FEET EAST OF A FENCE, 1.7 FEET NORTH OF
 OR0601'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 OR0601'WITH THE GROUND.
 OR0601
 OR0601                          STATION RECOVERY (1984)
 OR0601
 OR0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0647 ***********************************************************************
 OR0647  DESIGNATION -  S 340
 OR0647  PID         -  OR0647
 OR0647  STATE/COUNTY-  SD/GREGORY
 OR0647  COUNTRY     -  US
 OR0647  USGS QUAD   -  LUCAS NW (2017)
 OR0647
 OR0647                         *CURRENT SURVEY CONTROL
 OR0647  ______________________________________________________________________
 OR0647* NAD 83(1986) POSITION- 43 23 02.     (N) 099 08 23.     (W)   SCALED
 OR0647* NAVD 88 ORTHO HEIGHT -   394.057 (meters)     1292.84  (feet) ADJUSTED
 OR0647  ______________________________________________________________________
 OR0647  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 OR0647  DYNAMIC HEIGHT  -        393.917 (meters)     1292.38  (feet) COMP
 OR0647  MODELED GRAVITY -    980,256.3   (mgal)                       NAVD 88
 OR0647
 OR0647  VERT ORDER      -  FIRST     CLASS II
 OR0647
 OR0647.The horizontal coordinates were scaled from a map and have
 OR0647.an estimated accuracy of +/- 6 seconds.
 OR0647
 OR0647.The orthometric height was determined by differential leveling and
 OR0647.adjusted by the NATIONAL GEODETIC SURVEY
 OR0647.in June 1991.
 OR0647
 OR0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0647.GEOID18 height accuracy estimate available here.
 OR0647
 OR0647.Click photographs - Photos may exist for this station.
 OR0647
 OR0647.The dynamic height is computed by dividing the NAVD 88
 OR0647.geopotential number by the normal gravity value computed on the
 OR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0647.degrees latitude (g = 980.6199 gals.).
 OR0647
 OR0647.The modeled gravity was interpolated from observed gravity values.
 OR0647
 OR0647;                    North         East    Units  Estimated Accuracy
 OR0647;SPC SD S     -   117,400.      696,710.      MT  (+/- 180 meters Scaled)
 OR0647
 OR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP886034(NAD 83)
 OR0647
 OR0647                          SUPERSEDED SURVEY CONTROL
 OR0647
 OR0647  NGVD 29 (??/??/92)  393.698  (m)         1291.66   (f) ADJ UNCH    1 2
 OR0647
 OR0647.Superseded values are not recommended for survey control.
 OR0647
 OR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0647.See file dsdata.pdf to determine how the superseded data were derived.
 OR0647
 OR0647_MARKER: DB = BENCH MARK DISK
 OR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0647_STAMPING: S 340 1949
 OR0647_MARK LOGO: CGS
 OR0647_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0647+STABILITY: SURFACE MOTION
 OR0647
 OR0647  HISTORY     - Date     Condition        Report By
 OR0647  HISTORY     - 1949     MONUMENTED       CGS
 OR0647  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0647
 OR0647                          STATION DESCRIPTION
 OR0647
 OR0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0647'30.6 MI NE FROM GREGORY.
 OR0647'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0647'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0647'NORTH ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0647'ROAD, THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0
 OR0647'MILES NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A
 OR0647'DIRT ROAD, THENCE 6.3 MILES NORTHEASTERLY ALONG A DIRT ROAD, ON
 OR0647'THE SOUTHWEST BANK OF THE MISSOURI RIVER, ABOUT 0.4 MILE NORTHEAST
 OR0647'OF THE RIVER VIEW RANCH, AT THE OLD FERRY LANDING, ABOUT 43 FEET
 OR0647'SOUTHWEST OF THE TOP OF THE SOUTHWEST BANK OF THE RIVER, 22 FEET
 OR0647'NORTHWEST OF THE CENTER LINE OF THE OLD FERRY LANDING ROAD,
 OR0647'7.7 FEET SOUTHEAST OF A FENCE, 11 FEET EAST OF A 4-INCH OAK
 OR0647'WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 1.8
 OR0647'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 OR0647'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OR0647
 OR0647                          STATION RECOVERY (2013)
 OR0647
 OR0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0647'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0447 ***********************************************************************
 PR0447  DESIGNATION -  S 341
 PR0447  PID         -  PR0447
 PR0447  STATE/COUNTY-  SD/HAMLIN
 PR0447  COUNTRY     -  US
 PR0447  USGS QUAD   -  CASTLEWOOD (2017)
 PR0447
 PR0447                         *CURRENT SURVEY CONTROL
 PR0447  ______________________________________________________________________
 PR0447* NAD 83(1986) POSITION- 44 42 52.     (N) 097 01 32.     (W)   SCALED
 PR0447* NAVD 88 ORTHO HEIGHT -   511.358 (meters)     1677.68  (feet) ADJUSTED
 PR0447  ______________________________________________________________________
 PR0447  GEOID HEIGHT    -        -24.985 (meters)                     GEOID18
 PR0447  DYNAMIC HEIGHT  -        511.282 (meters)     1677.43  (feet) COMP
 PR0447  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 PR0447
 PR0447  VERT ORDER      -  SECOND    CLASS 0
 PR0447
 PR0447.The horizontal coordinates were scaled from a map and have
 PR0447.an estimated accuracy of +/- 6 seconds.
 PR0447
 PR0447.The orthometric height was determined by differential leveling and
 PR0447.adjusted by the NATIONAL GEODETIC SURVEY
 PR0447.in June 1991.
 PR0447
 PR0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0447.GEOID18 height accuracy estimate available here.
 PR0447
 PR0447.Click photographs - Photos may exist for this station.
 PR0447
 PR0447.The dynamic height is computed by dividing the NAVD 88
 PR0447.geopotential number by the normal gravity value computed on the
 PR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0447.degrees latitude (g = 980.6199 gals.).
 PR0447
 PR0447.The modeled gravity was interpolated from observed gravity values.
 PR0447
 PR0447;                    North         East    Units  Estimated Accuracy
 PR0447;SPC SD N     -   102,240.      835,620.      MT  (+/- 180 meters Scaled)
 PR0447
 PR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ563531(NAD 83)
 PR0447
 PR0447                          SUPERSEDED SURVEY CONTROL
 PR0447
 PR0447  NGVD 29 (??/??/92)  511.070  (m)         1676.74   (f) ADJ UNCH    2 0
 PR0447
 PR0447.Superseded values are not recommended for survey control.
 PR0447
 PR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0447.See file dsdata.pdf to determine how the superseded data were derived.
 PR0447
 PR0447_MARKER: DB = BENCH MARK DISK
 PR0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0447_STAMPING: S 341 1949
 PR0447_MARK LOGO: CGS
 PR0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0447+STABILITY: SURFACE MOTION
 PR0447
 PR0447  HISTORY     - Date     Condition        Report By
 PR0447  HISTORY     - 1949     MONUMENTED       CGS
 PR0447
 PR0447                          STATION DESCRIPTION
 PR0447
 PR0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0447'0.7 MI S FROM CASTLEWOOD.
 PR0447'0.7 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0447'CASTLEWOOD, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 PR0447'RAILWAY, 151.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 47.0
 PR0447'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 6.0 FEET
 PR0447'SOUTHWEST OF A TELEGRAPH POLE, 1.7 FEET NORTHWEST OF A
 PR0447'REFERENCE POST, 1.4 FEET NORTHEAST OF A FENCE, AND SET IN THE
 PR0447'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1076 ***********************************************************************
 NM1076  DESIGNATION -  S 342
 NM1076  PID         -  NM1076
 NM1076  STATE/COUNTY-  SD/YANKTON
 NM1076  COUNTRY     -  US
 NM1076  USGS QUAD   -  MISSION HILL (2017)
 NM1076
 NM1076                         *CURRENT SURVEY CONTROL
 NM1076  ______________________________________________________________________
 NM1076* NAD 83(1986) POSITION- 42 52 46.     (N) 097 20 32.     (W)   SCALED
 NM1076* NAVD 88 ORTHO HEIGHT -   356.492 (meters)     1169.59  (feet) ADJUSTED
 NM1076  ______________________________________________________________________
 NM1076  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM1076  DYNAMIC HEIGHT  -        356.390 (meters)     1169.26  (feet) COMP
 NM1076  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 NM1076
 NM1076  VERT ORDER      -  SECOND    CLASS 0
 NM1076
 NM1076.The horizontal coordinates were scaled from a map and have
 NM1076.an estimated accuracy of +/- 6 seconds.
 NM1076
 NM1076.The orthometric height was determined by differential leveling and
 NM1076.adjusted by the NATIONAL GEODETIC SURVEY
 NM1076.in June 1991.
 NM1076
 NM1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1076.GEOID18 height accuracy estimate available here.
 NM1076
 NM1076.Click photographs - Photos may exist for this station.
 NM1076
 NM1076.The dynamic height is computed by dividing the NAVD 88
 NM1076.geopotential number by the normal gravity value computed on the
 NM1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1076.degrees latitude (g = 980.6199 gals.).
 NM1076
 NM1076.The modeled gravity was interpolated from observed gravity values.
 NM1076
 NM1076;                    North         East    Units  Estimated Accuracy
 NM1076;SPC SD S     -    65,070.      844,320.      MT  (+/- 180 meters Scaled)
 NM1076
 NM1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN353487(NAD 83)
 NM1076
 NM1076                          SUPERSEDED SURVEY CONTROL
 NM1076
 NM1076  NGVD 29 (??/??/92)  356.29   (m)         1168.9    (f) COMPUTED    2 0
 NM1076
 NM1076.Superseded values are not recommended for survey control.
 NM1076
 NM1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1076.See file dsdata.pdf to determine how the superseded data were derived.
 NM1076
 NM1076_MARKER: DB = BENCH MARK DISK
 NM1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1076_STAMPING: S 342 1949
 NM1076_MARK LOGO: CGS
 NM1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1076+STABILITY: SURFACE MOTION
 NM1076
 NM1076  HISTORY     - Date     Condition        Report By
 NM1076  HISTORY     - 1949     MONUMENTED       CGS
 NM1076  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1076
 NM1076                          STATION DESCRIPTION
 NM1076
 NM1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1076'2.7 MI E FROM YANKTON.
 NM1076'2.7 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1076'YANKTON, AT THE NORTHWEST CORNER OF A GROUP OF LARGE COTTONWOOD
 NM1076'TREES, 189 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 138.0
 NM1076'FEET SOUTH ALONG THE NORTH-SOUTH FENCE FROM THE RIGHT-OF-WAY
 NM1076'FENCE, 69.0 FEET SOUTHWEST OF A 36-INCH COTTONWOOD WITH A
 NM1076'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 25.8 FEET NORTHWEST
 NM1076'OF A 16-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 NM1076'OF THE TREE, 1.2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 NM1076'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1076'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM1076
 NM1076                          STATION RECOVERY (1967)
 NM1076
 NM1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1077 ***********************************************************************
 NM1077  DESIGNATION -  S 342 RESET
 NM1077  PID         -  NM1077
 NM1077  STATE/COUNTY-  SD/YANKTON
 NM1077  COUNTRY     -  US
 NM1077  USGS QUAD   -  MISSION HILL (2017)
 NM1077
 NM1077                         *CURRENT SURVEY CONTROL
 NM1077  ______________________________________________________________________
 NM1077* NAD 83(1986) POSITION- 42 52 45.     (N) 097 20 31.     (W)   SCALED
 NM1077* NAVD 88 ORTHO HEIGHT -   355.77  (+/-2cm)     1167.2   (feet) VERTCON3
 NM1077  ______________________________________________________________________
 NM1077  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM1077  VERT ORDER      -  THIRD (See Below)
 NM1077
 NM1077.The horizontal coordinates were scaled from a map and have
 NM1077.an estimated accuracy of +/- 6 seconds.
 NM1077
 NM1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1077
 NM1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1077.GEOID18 height accuracy estimate available here.
 NM1077
 NM1077.The vertical order pertains to the NGVD 29 superseded value.
 NM1077
 NM1077.Click photographs - Photos may exist for this station.
 NM1077
 NM1077;                    North         East    Units  Estimated Accuracy
 NM1077;SPC SD S     -    65,040.      844,340.      MT  (+/- 180 meters Scaled)
 NM1077
 NM1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN354487(NAD 83)
 NM1077
 NM1077                          SUPERSEDED SURVEY CONTROL
 NM1077
 NM1077  NGVD 29 (??/??/??)  355.57   (m)         1166.6    (f) RESET       3  
 NM1077
 NM1077.Superseded values are not recommended for survey control.
 NM1077
 NM1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1077.See file dsdata.pdf to determine how the superseded data were derived.
 NM1077
 NM1077_MARKER: DB = BENCH MARK DISK
 NM1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1077_STAMPING: S 342 RESET 1957
 NM1077_MARK LOGO: CGS
 NM1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1077+STABILITY: SURFACE MOTION
 NM1077
 NM1077  HISTORY     - Date     Condition        Report By
 NM1077  HISTORY     - 1957     MONUMENTED       CGS
 NM1077  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM1077
 NM1077                          STATION DESCRIPTION
 NM1077
 NM1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NM1077'2.7 MI E FROM YANKTON.
 NM1077'2.7 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1077'YANKTON, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 52 FEET
 NM1077'EAST OF THE CENTERLINE OF A FARM ROAD LEADING SOUTH, 0.5 FOOT
 NM1077'NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 NM1077'POST PROJECTING 6 INCHES.
 NM1077
 NM1077                          STATION RECOVERY (1993)
 NM1077
 NM1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1077'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1078 ***********************************************************************
 NM1078  DESIGNATION -  S 342 RESET
 NM1078  PID         -  NM1078
 NM1078  STATE/COUNTY-  SD/YANKTON
 NM1078  COUNTRY     -  US
 NM1078  USGS QUAD   -  MISSION HILL (2017)
 NM1078
 NM1078                         *CURRENT SURVEY CONTROL
 NM1078  ______________________________________________________________________
 NM1078* NAD 83(1986) POSITION- 42 52 45.     (N) 097 20 32.     (W)   SCALED
 NM1078* NAVD 88 ORTHO HEIGHT -   356.13  (+/-2cm)     1168.4   (feet) VERTCON3
 NM1078  ______________________________________________________________________
 NM1078  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM1078  VERT ORDER      -  THIRD (See Below)
 NM1078
 NM1078.The horizontal coordinates were scaled from a map and have
 NM1078.an estimated accuracy of +/- 6 seconds.
 NM1078
 NM1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1078
 NM1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1078.GEOID18 height accuracy estimate available here.
 NM1078
 NM1078.The vertical order pertains to the NGVD 29 superseded value.
 NM1078
 NM1078.Click photographs - Photos may exist for this station.
 NM1078
 NM1078;                    North         East    Units  Estimated Accuracy
 NM1078;SPC SD S     -    65,040.      844,320.      MT  (+/- 180 meters Scaled)
 NM1078
 NM1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN353487(NAD 83)
 NM1078
 NM1078                          SUPERSEDED SURVEY CONTROL
 NM1078
 NM1078  NGVD 29 (04/17/07)  355.93   (m)         1167.7    (f) RESET       3  
 NM1078
 NM1078.Superseded values are not recommended for survey control.
 NM1078
 NM1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1078.See file dsdata.pdf to determine how the superseded data were derived.
 NM1078
 NM1078_MARKER: DB = BENCH MARK DISK
 NM1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1078_STAMPING: S 342 RESET 1970
 NM1078_MARK LOGO: CGS
 NM1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1078+STABILITY: SURFACE MOTION
 NM1078
 NM1078  HISTORY     - Date     Condition        Report By
 NM1078  HISTORY     - 1970     MONUMENTED       SDHD
 NM1078
 NM1078                          STATION DESCRIPTION
 NM1078
 NM1078'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1970
 NM1078'2.7 MI E FROM YANKTON.
 NM1078'2.7 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1078'YANKTON, 98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 105
 NM1078'FEET EAST OF THE CENTER LINE OF A FIELD ENTRANCE LEADING SOUTH
 NM1078'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1037 ***********************************************************************
 NM1037  DESIGNATION -  S 343
 NM1037  PID         -  NM1037
 NM1037  STATE/COUNTY-  SD/CLAY
 NM1037  COUNTRY     -  US
 NM1037  USGS QUAD   -  MECKLING (2017)
 NM1037
 NM1037                         *CURRENT SURVEY CONTROL
 NM1037  ______________________________________________________________________
 NM1037* NAD 83(1986) POSITION- 42 46 50.     (N) 097 07 16.     (W)   SCALED
 NM1037* NAVD 88 ORTHO HEIGHT -   352.242 (meters)     1155.65  (feet) ADJUSTED
 NM1037  ______________________________________________________________________
 NM1037  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM1037  DYNAMIC HEIGHT  -        352.137 (meters)     1155.30  (feet) COMP
 NM1037  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 NM1037
 NM1037  VERT ORDER      -  SECOND    CLASS 0
 NM1037
 NM1037.The horizontal coordinates were scaled from a map and have
 NM1037.an estimated accuracy of +/- 6 seconds.
 NM1037
 NM1037.The orthometric height was determined by differential leveling and
 NM1037.adjusted by the NATIONAL GEODETIC SURVEY
 NM1037.in June 1991.
 NM1037
 NM1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1037.GEOID18 height accuracy estimate available here.
 NM1037
 NM1037.Click photographs - Photos may exist for this station.
 NM1037
 NM1037.The dynamic height is computed by dividing the NAVD 88
 NM1037.geopotential number by the normal gravity value computed on the
 NM1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1037.degrees latitude (g = 980.6199 gals.).
 NM1037
 NM1037.The modeled gravity was interpolated from observed gravity values.
 NM1037
 NM1037;                    North         East    Units  Estimated Accuracy
 NM1037;SPC SD S     -    54,770.      862,800.      MT  (+/- 180 meters Scaled)
 NM1037
 NM1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN536381(NAD 83)
 NM1037
 NM1037                          SUPERSEDED SURVEY CONTROL
 NM1037
 NM1037  NGVD 29 (??/??/92)  352.035  (m)         1154.97   (f) ADJ UNCH    2 0
 NM1037
 NM1037.Superseded values are not recommended for survey control.
 NM1037
 NM1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1037.See file dsdata.pdf to determine how the superseded data were derived.
 NM1037
 NM1037_MARKER: DB = BENCH MARK DISK
 NM1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1037_STAMPING: S 343 1949
 NM1037_MARK LOGO: CGS
 NM1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1037+STABILITY: SURFACE MOTION
 NM1037
 NM1037  HISTORY     - Date     Condition        Report By
 NM1037  HISTORY     - 1949     MONUMENTED       CGS
 NM1037
 NM1037                          STATION DESCRIPTION
 NM1037
 NM1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1037'7 MI SW FROM MECKLING.
 NM1037'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1037'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1037'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 4.4 MILES
 NM1037'SOUTH ALONG A GRAVELED ROAD, 0.1 MILE NORTH OF A T ROAD LEADING
 NM1037'EAST, AT THE FARM HOME OF MARVIN ALBERTS AND OCCUPIED BY GUSTY
 NM1037'PIERSOL, 500 FEET NORTH OF THE HOUSE, 40 FEET WEST OF THE CENTER
 NM1037'LINE OF THE NORTH-SOUTH ROAD, 22.0 FEET NORTH OF A 30-INCH ELM
 NM1037'WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 8.6 FEET
 NM1037'WEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF A REFERENCE
 NM1037'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM1037'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0352 ***********************************************************************
 PR0352  DESIGNATION -  S 344
 PR0352  PID         -  PR0352
 PR0352  STATE/COUNTY-  SD/DEUEL
 PR0352  COUNTRY     -  US
 PR0352  USGS QUAD   -  ESTELLINE SE (2017)
 PR0352
 PR0352                         *CURRENT SURVEY CONTROL
 PR0352  ______________________________________________________________________
 PR0352* NAD 83(1986) POSITION- 44 34 21.     (N) 096 48 16.     (W)   SCALED
 PR0352* NAVD 88 ORTHO HEIGHT -   531.008 (meters)     1742.15  (feet) ADJUSTED
 PR0352  ______________________________________________________________________
 PR0352  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 PR0352  DYNAMIC HEIGHT  -        530.924 (meters)     1741.87  (feet) COMP
 PR0352  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 PR0352
 PR0352  VERT ORDER      -  FIRST     CLASS II
 PR0352
 PR0352.The horizontal coordinates were scaled from a map and have
 PR0352.an estimated accuracy of +/- 6 seconds.
 PR0352
 PR0352.The orthometric height was determined by differential leveling and
 PR0352.adjusted by the NATIONAL GEODETIC SURVEY
 PR0352.in October 1997.
 PR0352
 PR0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0352.GEOID18 height accuracy estimate available here.
 PR0352
 PR0352.Click photographs - Photos may exist for this station.
 PR0352
 PR0352.The dynamic height is computed by dividing the NAVD 88
 PR0352.geopotential number by the normal gravity value computed on the
 PR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0352.degrees latitude (g = 980.6199 gals.).
 PR0352
 PR0352.The modeled gravity was interpolated from observed gravity values.
 PR0352
 PR0352;                    North         East    Units  Estimated Accuracy
 PR0352;SPC SD N     -    87,150.      853,750.      MT  (+/- 180 meters Scaled)
 PR0352
 PR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ743378(NAD 83)
 PR0352
 PR0352                          SUPERSEDED SURVEY CONTROL
 PR0352
 PR0352  NAVD 88 (06/15/91)  531.019  (m)         1742.18   (f) SUPERSEDED  1 2
 PR0352  NGVD 29 (??/??/92)  530.733  (m)         1741.25   (f) ADJ UNCH    1 2
 PR0352
 PR0352.Superseded values are not recommended for survey control.
 PR0352
 PR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0352.See file dsdata.pdf to determine how the superseded data were derived.
 PR0352
 PR0352_MARKER: DB = BENCH MARK DISK
 PR0352_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0352_SP_SET: HEADWALL
 PR0352_STAMPING: S 344 1949
 PR0352_MARK LOGO: CGS
 PR0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0352+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0352
 PR0352  HISTORY     - Date     Condition        Report By
 PR0352  HISTORY     - 1949     MONUMENTED       CGS
 PR0352  HISTORY     - 19900703 GOOD             NGS
 PR0352
 PR0352                          STATION DESCRIPTION
 PR0352
 PR0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0352'4.8 MI E FROM ESTELLINE.
 PR0352'4.85 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0352'NORTH WESTERN RAILROAD STATION AT ESTELLINE, SET IN THE WEST END
 PR0352'OF THE SOUTH HEADWALL OF A 3 X 5 FOOT CONCRETE BOX CULVERT,
 PR0352'175 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 28
 PR0352'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT EAST OF
 PR0352'THE WEST END OF THE HEADWALL, AND ABOUT 2 FEET BELOW THE LEVEL
 PR0352'OF THE HIGHWAY.
 PR0352
 PR0352                          STATION RECOVERY (1990)
 PR0352
 PR0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0352'7.8 KM (4.8 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 PR0352'MAIN STREET IN ESTELLINE, IN TOP OF AND 0.25 M (0.82 FT) EAST OF THE
 PR0352'WEST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 53.6 M
 PR0352'(175.9 FT) EAST OF THE CENTERLINE OF A COUNTY ROAD, 8.6 M (28.2 FT)
 PR0352'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT) BELOW THE
 PR0352'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0460 ***********************************************************************
 PS0460  DESIGNATION -  S 349
 PS0460  PID         -  PS0460
 PS0460  STATE/COUNTY-  SD/LYMAN
 PS0460  COUNTRY     -  US
 PS0460  USGS QUAD   -  LOWER BRULE NE (2017)
 PS0460
 PS0460                         *CURRENT SURVEY CONTROL
 PS0460  ______________________________________________________________________
 PS0460* NAD 83(1986) POSITION- 44 09 02.     (N) 099 36 31.     (W)   SCALED
 PS0460* NAVD 88 ORTHO HEIGHT -   456.546 (meters)     1497.85  (feet) ADJUSTED
 PS0460  ______________________________________________________________________
 PS0460  GEOID HEIGHT    -        -24.417 (meters)                     GEOID18
 PS0460  DYNAMIC HEIGHT  -        456.449 (meters)     1497.53  (feet) COMP
 PS0460  MODELED GRAVITY -    980,390.5   (mgal)                       NAVD 88
 PS0460
 PS0460  VERT ORDER      -  FIRST     CLASS II
 PS0460
 PS0460.The horizontal coordinates were scaled from a map and have
 PS0460.an estimated accuracy of +/- 6 seconds.
 PS0460
 PS0460.The orthometric height was determined by differential leveling and
 PS0460.adjusted by the NATIONAL GEODETIC SURVEY
 PS0460.in June 1991.
 PS0460
 PS0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0460.GEOID18 height accuracy estimate available here.
 PS0460
 PS0460.Click photographs - Photos may exist for this station.
 PS0460
 PS0460.The dynamic height is computed by dividing the NAVD 88
 PS0460.geopotential number by the normal gravity value computed on the
 PS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0460.degrees latitude (g = 980.6199 gals.).
 PS0460
 PS0460.The modeled gravity was interpolated from observed gravity values.
 PS0460
 PS0460;                    North         East    Units  Estimated Accuracy
 PS0460;SPC SD S     -   202,140.      657,980.      MT  (+/- 180 meters Scaled)
 PS0460
 PS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP513887(NAD 83)
 PS0460
 PS0460                          SUPERSEDED SURVEY CONTROL
 PS0460
 PS0460  NGVD 29 (??/??/92)  456.219  (m)         1496.78   (f) ADJ UNCH    1 2
 PS0460
 PS0460.Superseded values are not recommended for survey control.
 PS0460
 PS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0460.See file dsdata.pdf to determine how the superseded data were derived.
 PS0460
 PS0460_MARKER: DB = BENCH MARK DISK
 PS0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0460_STAMPING: S 349 1949
 PS0460_MARK LOGO: CGS
 PS0460_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0460+STABILITY: SURFACE MOTION
 PS0460
 PS0460  HISTORY     - Date     Condition        Report By
 PS0460  HISTORY     - 1949     MONUMENTED       CGS
 PS0460
 PS0460                          STATION DESCRIPTION
 PS0460
 PS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0460'7 MI NW FROM LOWER BRULE.
 PS0460'5.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0460'LOWER BRULE, THENCE 1.2 MILES WEST ALONG A FIELD ROAD, ON THE
 PS0460'TOP OF A BLUFF OVERLOOKING THE MISSOURI RIVER, BETWEEN TWO
 PS0460'DRAWS, ABOUT 0.3 MILE SOUTHWEST OF A LONE FARMHOUSE, ABOUT
 PS0460'0.2 MILE SOUTHWEST OF A BARN, 34 FEET SOUTH OF AN EAST-WEST
 PS0460'FENCE, 3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0460'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 PS0460'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0638 ***********************************************************************
 PU0638  DESIGNATION -  S 355
 PU0638  PID         -  PU0638
 PU0638  STATE/COUNTY-  SD/PENNINGTON
 PU0638  COUNTRY     -  US
 PU0638  USGS QUAD   -  OWANKA SW (2017)
 PU0638
 PU0638                         *CURRENT SURVEY CONTROL
 PU0638  ______________________________________________________________________
 PU0638* NAD 83(1986) POSITION- 44 05 45.     (N) 102 37 43.     (W)   SCALED
 PU0638* NAVD 88 ORTHO HEIGHT -   881.583 (meters)     2892.33  (feet) ADJUSTED
 PU0638  ______________________________________________________________________
 PU0638  GEOID HEIGHT    -        -18.034 (meters)                     GEOID18
 PU0638  DYNAMIC HEIGHT  -        881.310 (meters)     2891.43  (feet) COMP
 PU0638  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 PU0638
 PU0638  VERT ORDER      -  SECOND    CLASS 0
 PU0638
 PU0638.The horizontal coordinates were scaled from a map and have
 PU0638.an estimated accuracy of +/- 6 seconds.
 PU0638
 PU0638.The orthometric height was determined by differential leveling and
 PU0638.adjusted by the NATIONAL GEODETIC SURVEY
 PU0638.in June 1991.
 PU0638
 PU0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0638.GEOID18 height accuracy estimate available here.
 PU0638
 PU0638.Click photographs - Photos may exist for this station.
 PU0638
 PU0638.The dynamic height is computed by dividing the NAVD 88
 PU0638.geopotential number by the normal gravity value computed on the
 PU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0638.degrees latitude (g = 980.6199 gals.).
 PU0638
 PU0638.The modeled gravity was interpolated from observed gravity values.
 PU0638
 PU0638;                    North         East    Units  Estimated Accuracy
 PU0638;SPC SD S     -   198,340.      416,240.      MT  (+/- 180 meters Scaled)
 PU0638
 PU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ898852(NAD 83)
 PU0638
 PU0638                          SUPERSEDED SURVEY CONTROL
 PU0638
 PU0638  NGVD 29 (??/??/92)  881.112  (m)         2890.78   (f) ADJ UNCH    2 0
 PU0638
 PU0638.Superseded values are not recommended for survey control.
 PU0638
 PU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0638.See file dsdata.pdf to determine how the superseded data were derived.
 PU0638
 PU0638_MARKER: DB = BENCH MARK DISK
 PU0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0638_STAMPING: S 355 1961
 PU0638_MARK LOGO: CGS
 PU0638_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0638+STABILITY: SURFACE MOTION
 PU0638
 PU0638  HISTORY     - Date     Condition        Report By
 PU0638  HISTORY     - 1961     MONUMENTED       CGS
 PU0638
 PU0638                          STATION DESCRIPTION
 PU0638
 PU0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0638'2 MI W FROM WICKSVILLE.
 PU0638'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0638'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0638'53 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 28 FEET WEST OF THE
 PU0638'CENTER OF A GRAVELED ROAD, 2.0 FEET SOUTH OF A WITNESS POST, AND
 PU0638'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1595 ***********************************************************************
 PU1595  DESIGNATION -  S 358 RESET
 PU1595  PID         -  PU1595
 PU1595  STATE/COUNTY-  SD/LAWRENCE
 PU1595  COUNTRY     -  US
 PU1595  USGS QUAD   -  SPEARFISH (2017)
 PU1595
 PU1595                         *CURRENT SURVEY CONTROL
 PU1595  ______________________________________________________________________
 PU1595* NAD 83(1986) POSITION- 44 28 54.     (N) 103 50 40.     (W)   SCALED
 PU1595* NAVD 88 ORTHO HEIGHT -  1142.42  (meters)     3748.1   (feet) RESET
 PU1595  ______________________________________________________________________
 PU1595  GEOID HEIGHT    -        -14.496 (meters)                     GEOID18
 PU1595  VERT ORDER      -  THIRD
 PU1595
 PU1595.The horizontal coordinates were scaled from a map and have
 PU1595.an estimated accuracy of +/- 6 seconds.
 PU1595
 PU1595.The orthometric height was computed from unverified reset data.
 PU1595
 PU1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1595.GEOID18 height accuracy estimate available here.
 PU1595
 PU1595.Click photographs - Photos may exist for this station.
 PU1595
 PU1595;                    North         East    Units  Estimated Accuracy
 PU1595;SPC SD N     -    79,310.      294,280.      MT  (+/- 180 meters Scaled)
 PU1595
 PU1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK918260(NAD 83)
 PU1595
 PU1595                          SUPERSEDED SURVEY CONTROL
 PU1595
 PU1595.No superseded survey control is available for this station.
 PU1595
 PU1595_MARKER: DB = BENCH MARK DISK
 PU1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1595_STAMPING: S 358 RESET 1971
 PU1595_MARK LOGO: CGS
 PU1595_PROJECTION: FLUSH
 PU1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1595+STABILITY: SURFACE MOTION
 PU1595
 PU1595  HISTORY     - Date     Condition        Report By
 PU1595  HISTORY     - 1971     MONUMENTED       NGS
 PU1595
 PU1595                          STATION DESCRIPTION
 PU1595
 PU1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PU1595'1 MI SE FROM SPEARFISH.
 PU1595'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE IN
 PU1595'SPEARFISH TO THE JUNCTION WITH U.S. HIGHWAY 14A SOUTH, AT THE
 PU1595'GOLF COURSE CLUBHOUSE IN THE SOUTHEAST ANGLE OF THE JUNCTION, 140
 PU1595'FEET EAST OF THE CENTER OF HIGHWAY 14A, 73 FEET NORTH OF THE
 PU1595'SOUTHWEST CORNER OF THE POOL FENCE, 68 FEET WEST OF THE NORTHWEST
 PU1595'CORNER OF THE BATHHOUSE, 1.0 FOOT WEST OF THE NORTHWEST CORNER
 PU1595'OF THE CHAIN LINK FENCE SURROUNDING THE POOL, SET IN A CONCRETE
 PU1595'MONUMENT FLUSH WITH THE GROUND AND 1-INCH LOWER THEN THE CONCRETE
 PU1595'POOL APRON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1998 ***********************************************************************
 PU1998  DESIGNATION -  S 359
 PU1998  PID         -  PU1998
 PU1998  STATE/COUNTY-  SD/BUTTE
 PU1998  COUNTRY     -  US
 PU1998  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1998
 PU1998                         *CURRENT SURVEY CONTROL
 PU1998  ______________________________________________________________________
 PU1998* NAD 83(1986) POSITION- 44 38 25.     (N) 103 57 56.     (W)   SCALED
 PU1998* NAVD 88 ORTHO HEIGHT -   982.990 (meters)     3225.03  (feet) ADJUSTED
 PU1998  ______________________________________________________________________
 PU1998  GEOID HEIGHT    -        -14.999 (meters)                     GEOID18
 PU1998  DYNAMIC HEIGHT  -        982.699 (meters)     3224.07  (feet) COMP
 PU1998  MODELED GRAVITY -    980,287.3   (mgal)                       NAVD 88
 PU1998
 PU1998  VERT ORDER      -  SECOND    CLASS 0
 PU1998
 PU1998.The horizontal coordinates were scaled from a map and have
 PU1998.an estimated accuracy of +/- 6 seconds.
 PU1998
 PU1998.The orthometric height was determined by differential leveling and
 PU1998.adjusted by the NATIONAL GEODETIC SURVEY
 PU1998.in June 1991.
 PU1998
 PU1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1998.GEOID18 height accuracy estimate available here.
 PU1998
 PU1998.Click photographs - Photos may exist for this station.
 PU1998
 PU1998.The dynamic height is computed by dividing the NAVD 88
 PU1998.geopotential number by the normal gravity value computed on the
 PU1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1998.degrees latitude (g = 980.6199 gals.).
 PU1998
 PU1998.The modeled gravity was interpolated from observed gravity values.
 PU1998
 PU1998;                    North         East    Units  Estimated Accuracy
 PU1998;SPC SD N     -    97,370.      285,520.      MT  (+/- 180 meters Scaled)
 PU1998
 PU1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK820435(NAD 83)
 PU1998
 PU1998                          SUPERSEDED SURVEY CONTROL
 PU1998
 PU1998  NGVD 29 (??/??/92)  982.481  (m)         3223.36   (f) ADJ UNCH    2 0
 PU1998
 PU1998.Superseded values are not recommended for survey control.
 PU1998
 PU1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1998.See file dsdata.pdf to determine how the superseded data were derived.
 PU1998
 PU1998_MARKER: DB = BENCH MARK DISK
 PU1998_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1998_SP_SET: CULVERT HEADWALL
 PU1998_STAMPING: S 359 1962
 PU1998_MARK LOGO: CGS
 PU1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1998+STABILITY: SURFACE MOTION
 PU1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1998+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2002
 PU1998
 PU1998  HISTORY     - Date     Condition        Report By
 PU1998  HISTORY     - 1962     MONUMENTED       CGS
 PU1998  HISTORY     - 20020313 GOOD             DUCKS
 PU1998
 PU1998                          STATION DESCRIPTION
 PU1998
 PU1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1998'6.8 MI WSW FROM BELLE FOURCHE.
 PU1998'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1998'BELLE FOURCHE, THENCE 5.35 MILE WEST ALONG STATE HIGHWAY 34,
 PU1998'SET IN TOP AND AT THE WEST END OF THE NORTH HEADWALL OF A 7
 PU1998'FOOT CULVERT UNDER THE HIGHWAY, 32.5 FEET NORTH OF THE CENTERLINE
 PU1998'OF THE HIGHWAY, 0.6 OF A FOOT EAST OF THE WEST END OF THE
 PU1998'HEADWALL AND ABOUT 4 FEET LOWER THAN THE HIGHWAY A DRILL SET
 PU1998'HORIZONTAL.
 PU1998
 PU1998                          STATION RECOVERY (2002)
 PU1998
 PU1998'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ)
 PU1998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0153 ***********************************************************************
 OR0153  DESIGNATION -  S 36
 OR0153  PID         -  OR0153
 OR0153  STATE/COUNTY-  SD/CHARLES MIX
 OR0153  COUNTRY     -  US
 OR0153  USGS QUAD   -  PLATTE (2017)
 OR0153
 OR0153                         *CURRENT SURVEY CONTROL
 OR0153  ______________________________________________________________________
 OR0153* NAD 83(1986) POSITION- 43 23 02.     (N) 098 50 41.     (W)   SCALED
 OR0153* NAVD 88 ORTHO HEIGHT -   491.793 (meters)     1613.49  (feet) ADJUSTED
 OR0153  ______________________________________________________________________
 OR0153  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 OR0153  DYNAMIC HEIGHT  -        491.634 (meters)     1612.97  (feet) COMP
 OR0153  MODELED GRAVITY -    980,282.8   (mgal)                       NAVD 88
 OR0153
 OR0153  VERT ORDER      -  FIRST     CLASS II
 OR0153
 OR0153.The horizontal coordinates were scaled from a map and have
 OR0153.an estimated accuracy of +/- 6 seconds.
 OR0153
 OR0153.The orthometric height was determined by differential leveling and
 OR0153.adjusted by the NATIONAL GEODETIC SURVEY
 OR0153.in June 1991.
 OR0153
 OR0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0153.GEOID18 height accuracy estimate available here.
 OR0153
 OR0153.Click photographs - Photos may exist for this station.
 OR0153
 OR0153.The dynamic height is computed by dividing the NAVD 88
 OR0153.geopotential number by the normal gravity value computed on the
 OR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0153.degrees latitude (g = 980.6199 gals.).
 OR0153
 OR0153.The modeled gravity was interpolated from observed gravity values.
 OR0153
 OR0153;                    North         East    Units  Estimated Accuracy
 OR0153;SPC SD S     -   117,790.      720,610.      MT  (+/- 180 meters Scaled)
 OR0153
 OR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP125034(NAD 83)
 OR0153
 OR0153                          SUPERSEDED SURVEY CONTROL
 OR0153
 OR0153  NGVD 29 (??/??/92)  491.453  (m)         1612.38   (f) ADJ UNCH    1 2
 OR0153
 OR0153.Superseded values are not recommended for survey control.
 OR0153
 OR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0153.See file dsdata.pdf to determine how the superseded data were derived.
 OR0153
 OR0153_MARKER: DB = BENCH MARK DISK
 OR0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0153_STAMPING: 1612.431 S 36 1933
 OR0153_MARK LOGO: CGS
 OR0153_PROJECTION: FLUSH
 OR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0153+STABILITY: SURFACE MOTION
 OR0153
 OR0153  HISTORY     - Date     Condition        Report By
 OR0153  HISTORY     - 1933     MONUMENTED       CGS
 OR0153  HISTORY     - 1949     GOOD             CGS
 OR0153  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0153
 OR0153                          STATION DESCRIPTION
 OR0153
 OR0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0153'AT PLATTE.
 OR0153'AT PLATTE, CHARLES MIX COUNTY, AT THE RESIDENCE OF HENRY COOL
 OR0153'IN 1933, IN FRONT OF THE HOUSE, 1 FOOT EAST OF THE SIDEWALK, AND
 OR0153'1 FOOT NORTH OF THE WALK LEADING TO THE HOUSE.  A STANDARD DISK,
 OR0153'STAMPED 1612.431 S 36 1933 AND SET IN THE TOP OF A CONCRETE
 OR0153'POST FLUSH WITH THE GROUND.
 OR0153
 OR0153                          STATION RECOVERY (1949)
 OR0153
 OR0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0153'RECOVERED IN GOOD CONDITION.
 OR0153
 OR0153                          STATION RECOVERY (2013)
 OR0153
 OR0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1352 ***********************************************************************
 PU1352  DESIGNATION -  S 360
 PU1352  PID         -  PU1352
 PU1352  STATE/COUNTY-  SD/BUTTE
 PU1352  COUNTRY     -  US
 PU1352  USGS QUAD   -  NEWELL (2017)
 PU1352
 PU1352                         *CURRENT SURVEY CONTROL
 PU1352  ______________________________________________________________________
 PU1352* NAD 83(1986) POSITION- 44 40 37.     (N) 103 28 40.     (W)   SCALED
 PU1352* NAVD 88 ORTHO HEIGHT -   855.502 (meters)     2806.76  (feet) ADJUSTED
 PU1352  ______________________________________________________________________
 PU1352  GEOID HEIGHT    -        -16.204 (meters)                     GEOID18
 PU1352  DYNAMIC HEIGHT  -        855.281 (meters)     2806.03  (feet) COMP
 PU1352  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 PU1352
 PU1352  VERT ORDER      -  SECOND    CLASS 0
 PU1352
 PU1352.The horizontal coordinates were scaled from a map and have
 PU1352.an estimated accuracy of +/- 6 seconds.
 PU1352
 PU1352.The orthometric height was determined by differential leveling and
 PU1352.adjusted by the NATIONAL GEODETIC SURVEY
 PU1352.in June 1991.
 PU1352
 PU1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1352.GEOID18 height accuracy estimate available here.
 PU1352
 PU1352.Click photographs - Photos may exist for this station.
 PU1352
 PU1352.The dynamic height is computed by dividing the NAVD 88
 PU1352.geopotential number by the normal gravity value computed on the
 PU1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1352.degrees latitude (g = 980.6199 gals.).
 PU1352
 PU1352.The modeled gravity was interpolated from observed gravity values.
 PU1352
 PU1352;                    North         East    Units  Estimated Accuracy
 PU1352;SPC SD N     -    99,670.      324,350.      MT  (+/- 180 meters Scaled)
 PU1352
 PU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK206481(NAD 83)
 PU1352
 PU1352                          SUPERSEDED SURVEY CONTROL
 PU1352
 PU1352  NGVD 29 (??/??/92)  855.021  (m)         2805.18   (f) ADJ UNCH    2 0
 PU1352
 PU1352.Superseded values are not recommended for survey control.
 PU1352
 PU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1352.See file dsdata.pdf to determine how the superseded data were derived.
 PU1352
 PU1352_MARKER: DB = BENCH MARK DISK
 PU1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1352_SP_SET: BRIDGE ABUTMENT
 PU1352_STAMPING: S 360 1962
 PU1352_MARK LOGO: CGS
 PU1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1352
 PU1352  HISTORY     - Date     Condition        Report By
 PU1352  HISTORY     - 1962     MONUMENTED       CGS
 PU1352  HISTORY     - 1963     GOOD             CGS
 PU1352  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1352
 PU1352                          STATION DESCRIPTION
 PU1352
 PU1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1352'4.7 MI SW FROM NEWELL.
 PU1352'4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST
 PU1352'LUTHERN CHURCH IN NEWELL, SET IN TOP OF THE SOUTH END OF THE
 PU1352'EAST ABUTMENT OF A 155 FOOT BRIDGE OVER OWL CREEK, 15 FEET
 PU1352'SOUTH OF THE CENTERLINE OF THE HIGHWAY, DRILLED IN HORIZONTAL.
 PU1352'1 FOOT ABOVE THE HIGHWAY.
 PU1352
 PU1352                          STATION RECOVERY (1963)
 PU1352
 PU1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1352'RECOVERED IN GOOD CONDITION.
 PU1352
 PU1352                          STATION RECOVERY (1995)
 PU1352
 PU1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1352'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1551 ***********************************************************************
 PU1551  DESIGNATION -  S 362
 PU1551  PID         -  PU1551
 PU1551  STATE/COUNTY-  SD/PENNINGTON
 PU1551  COUNTRY     -  US
 PU1551  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1551
 PU1551                         *CURRENT SURVEY CONTROL
 PU1551  ______________________________________________________________________
 PU1551* NAD 83(1986) POSITION- 44 04 30.2    (N) 103 15 08.8    (W)   HD_HELD2
 PU1551* NAVD 88 ORTHO HEIGHT -  1002.242 (meters)     3288.19  (feet) ADJUSTED
 PU1551  ______________________________________________________________________
 PU1551  GEOID HEIGHT    -        -15.668 (meters)                     GEOID18
 PU1551  DYNAMIC HEIGHT  -       1001.913 (meters)     3287.11  (feet) COMP
 PU1551  MODELED GRAVITY -    980,256.1   (mgal)                       NAVD 88
 PU1551
 PU1551  VERT ORDER      -  FIRST     CLASS II
 PU1551
 PU1551.The horizontal coordinates were established by autonomous hand held GPS
 PU1551.observations and have an estimated accuracy of +/- 10 meters.
 PU1551
 PU1551.The orthometric height was determined by differential leveling and
 PU1551.adjusted by the NATIONAL GEODETIC SURVEY
 PU1551.in June 1991.
 PU1551
 PU1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1551.GEOID18 height accuracy estimate available here.
 PU1551
 PU1551.Click photographs - Photos may exist for this station.
 PU1551
 PU1551.The dynamic height is computed by dividing the NAVD 88
 PU1551.geopotential number by the normal gravity value computed on the
 PU1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1551.degrees latitude (g = 980.6199 gals.).
 PU1551
 PU1551.The modeled gravity was interpolated from observed gravity values.
 PU1551
 PU1551;                    North         East    Units  Estimated Accuracy
 PU1551;SPC SD S     -   197,603.      366,227.      MT  (+/- 10 meters HH2 GPS)
 PU1551
 PU1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3993281693(NAD 83)
 PU1551
 PU1551                          SUPERSEDED SURVEY CONTROL
 PU1551
 PU1551  NGVD 29 (??/??/92) 1001.770  (m)         3286.64   (f) ADJ UNCH    1 2
 PU1551
 PU1551.Superseded values are not recommended for survey control.
 PU1551
 PU1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1551.See file dsdata.pdf to determine how the superseded data were derived.
 PU1551
 PU1551_MARKER: DB = BENCH MARK DISK
 PU1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1551_STAMPING: S 362 1962
 PU1551_MARK LOGO: CGS
 PU1551_PROJECTION: PROJECTING 13 CENTIMETERS
 PU1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1551+STABILITY: SURFACE MOTION
 PU1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1551+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2018
 PU1551
 PU1551  HISTORY     - Date     Condition        Report By
 PU1551  HISTORY     - 1962     MONUMENTED       CGS
 PU1551  HISTORY     - 19971222 MARK NOT FOUND   USPSQD
 PU1551  HISTORY     - 20110112 MARK NOT FOUND   INDIV
 PU1551  HISTORY     - 20180726 GOOD             SDDT
 PU1551
 PU1551                          STATION DESCRIPTION
 PU1551
 PU1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1551'1.7 MI SW FROM RAPID CITY.
 PU1551'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1551'RAILWAY FROM THE STATION AT RAPID CITY, THENCE 0.55 MILE SOUTH
 PU1551'ALONG MT. VIEW ROAD, 0.1 MILE EAST OF THE MUNICIPAL WATER
 PU1551'TREATMENT PLANT, 107 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 PU1551'WITH JACKSON BOULEVARD, 71 FEET NORTHEAST OF THE CENTER LINE
 PU1551'OF A DRIVE LEADING TO THE WATER PLANT, 16 FEET NORTH-NORTHEAST
 PU1551'OF A POWER POLE, 1 FOOT SOUTHEAST OF A FENCE, 1.0 FEET WEST OF
 PU1551'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE BOULEVARD, AND SET
 PU1551'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1551
 PU1551                          STATION RECOVERY (1997)
 PU1551
 PU1551'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1551'MARK NOT FOUND.
 PU1551
 PU1551                          STATION RECOVERY (2011)
 PU1551
 PU1551'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1551'MARK NOT FOUND.
 PU1551
 PU1551                          STATION RECOVERY (2018)
 PU1551
 PU1551'RECOVERY NOTE BY SD DEPT OF TRANSP 2018 (JCC)
 PU1551'RECOVERED IN BOULEVARD AREA NORTH OF THE ENTRANCE TO THE WATER
 PU1551'TREATMENT PLANT.  THE MARK IS 9 INCHES (23 CM) NORTHWEST OF A CITY OF
 PU1551'RAPID CITY CONTROL POINT SIGN, 5.5 FT (1.7 M) NORTHWEST OF A CURB LINE
 PU1551'AND 15 FT (4.6 M) NORTHEAST OF A POWER POLE.  THE MARK IS ALSO KNOWN
 PU1551'AS CITY OF RAPID CITY CONTROL POINT NUMBER 1018.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0255 ***********************************************************************
 OT0255  DESIGNATION -  S 363
 OT0255  PID         -  OT0255
 OT0255  STATE/COUNTY-  SD/PENNINGTON
 OT0255  COUNTRY     -  US
 OT0255  USGS QUAD   -  CRESTON (2017)
 OT0255
 OT0255                         *CURRENT SURVEY CONTROL
 OT0255  ______________________________________________________________________
 OT0255* NAD 83(1986) POSITION- 43 54 50.     (N) 102 42 50.     (W)   SCALED
 OT0255* NAVD 88 ORTHO HEIGHT -   771.532 (meters)     2531.27  (feet) ADJUSTED
 OT0255  ______________________________________________________________________
 OT0255  GEOID HEIGHT    -        -17.735 (meters)                     GEOID18
 OT0255  DYNAMIC HEIGHT  -        771.296 (meters)     2530.49  (feet) COMP
 OT0255  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 OT0255
 OT0255  VERT ORDER      -  FIRST     CLASS II
 OT0255
 OT0255.The horizontal coordinates were scaled from a map and have
 OT0255.an estimated accuracy of +/- 6 seconds.
 OT0255
 OT0255.The orthometric height was determined by differential leveling and
 OT0255.adjusted by the NATIONAL GEODETIC SURVEY
 OT0255.in June 1991.
 OT0255
 OT0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0255.GEOID18 height accuracy estimate available here.
 OT0255
 OT0255.Click photographs - Photos may exist for this station.
 OT0255
 OT0255.The dynamic height is computed by dividing the NAVD 88
 OT0255.geopotential number by the normal gravity value computed on the
 OT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0255.degrees latitude (g = 980.6199 gals.).
 OT0255
 OT0255.The modeled gravity was interpolated from observed gravity values.
 OT0255
 OT0255;                    North         East    Units  Estimated Accuracy
 OT0255;SPC SD S     -   178,330.      408,830.      MT  (+/- 180 meters Scaled)
 OT0255
 OT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ835648(NAD 83)
 OT0255
 OT0255                          SUPERSEDED SURVEY CONTROL
 OT0255
 OT0255  NGVD 29 (??/??/92)  771.086  (m)         2529.80   (f) ADJ UNCH    1 2
 OT0255
 OT0255.Superseded values are not recommended for survey control.
 OT0255
 OT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0255.See file dsdata.pdf to determine how the superseded data were derived.
 OT0255
 OT0255_MARKER: DB = BENCH MARK DISK
 OT0255_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0255+WITH SETTING: INFORMATION.
 OT0255_STAMPING: S 363 1962
 OT0255_MARK LOGO: CGS
 OT0255_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0255_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0255+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OT0255_ROD/PIPE-DEPTH: 3.1 meters
 OT0255
 OT0255  HISTORY     - Date     Condition        Report By
 OT0255  HISTORY     - 1962     MONUMENTED       CGS
 OT0255  HISTORY     - 1985     GOOD             NGS
 OT0255  HISTORY     - 20120725 GOOD             INDIV
 OT0255
 OT0255                          STATION DESCRIPTION
 OT0255
 OT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0255'29 MI SE FROM RAPID CITY.
 OT0255'ABOUT 28.95 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0255'AND PACIFIC RAILWAY FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0255'STATION AT RAPID CITY, 0.5 MILE EAST OF MILE POST 632, IN
 OT0255'SECTION 32, T 1 S, R 12 E, 51 FEET SOUTH-SOUTHWEST OF A FIELD
 OT0255'ROAD CROSSING, 19 FEET WEST OF THE CENTER LINE OF GATE AND FIELD
 OT0255'ROAD, 45 FEET SOUTH OF THE SOUTH RAIL, 10 1/2 FEET SOUTH EAST
 OT0255'OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.3 FEET SOUTH
 OT0255'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 OT0255'RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 OT0255'DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE
 OT0255'PROJECTING 12 INCHES.
 OT0255
 OT0255                          STATION RECOVERY (1985)
 OT0255
 OT0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0255'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 OT0255'MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID CITY,
 OT0255'THENCE 45.3 KM (28.3 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 0.6 KM (0.4
 OT0255'MI) WEST OF THE CROSSING OF RAPID CREEK, 0.75 KM (0.45 MI) EAST OF
 OT0255'MILEPOST 74, 59.4 METERS (195 FT) SOUTH ACROSS THE CHICAGO, MILWAUKEE,
 OT0255'ST PAUL AND PACIFIC RAILROAD FROM THE HIGHWAY CENTERLINE, 13.7 METERS
 OT0255'(45 FT) SOUTH OF THE SOUTH RAIL, 2.7 METERS (9 FT) WEST OF THE WEST
 OT0255'END OF A WIRE GATE AND 0.6 METER (2 FT) NORTH OF THE RIGHT-OF-WAY
 OT0255'FENCE.
 OT0255'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0255'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OT0255
 OT0255                          STATION RECOVERY (2012)
 OT0255
 OT0255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0004 ***********************************************************************
 OT0004  DESIGNATION -  S 364
 OT0004  PID         -  OT0004
 OT0004  STATE/COUNTY-  SD/PENNINGTON
 OT0004  COUNTRY     -  US
 OT0004  USGS QUAD   -  CONATA NE (2017)
 OT0004
 OT0004                         *CURRENT SURVEY CONTROL
 OT0004  ______________________________________________________________________
 OT0004* NAD 83(1986) POSITION- 43 43 53.     (N) 102 02 21.     (W)   SCALED
 OT0004* NAVD 88 ORTHO HEIGHT -   725.853 (meters)     2381.40  (feet) ADJUSTED
 OT0004  ______________________________________________________________________
 OT0004  GEOID HEIGHT    -        -19.720 (meters)                     GEOID18
 OT0004  DYNAMIC HEIGHT  -        725.623 (meters)     2380.65  (feet) COMP
 OT0004  MODELED GRAVITY -    980,278.6   (mgal)                       NAVD 88
 OT0004
 OT0004  VERT ORDER      -  FIRST     CLASS II
 OT0004
 OT0004.The horizontal coordinates were scaled from a map and have
 OT0004.an estimated accuracy of +/- 6 seconds.
 OT0004
 OT0004.The orthometric height was determined by differential leveling and
 OT0004.adjusted by the NATIONAL GEODETIC SURVEY
 OT0004.in June 1991.
 OT0004
 OT0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0004.GEOID18 height accuracy estimate available here.
 OT0004
 OT0004.Click photographs - Photos may exist for this station.
 OT0004
 OT0004.The dynamic height is computed by dividing the NAVD 88
 OT0004.geopotential number by the normal gravity value computed on the
 OT0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0004.degrees latitude (g = 980.6199 gals.).
 OT0004
 OT0004.The modeled gravity was interpolated from observed gravity values.
 OT0004
 OT0004;                    North         East    Units  Estimated Accuracy
 OT0004;SPC SD S     -   156,720.      462,590.      MT  (+/- 180 meters Scaled)
 OT0004
 OT0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ384463(NAD 83)
 OT0004
 OT0004                          SUPERSEDED SURVEY CONTROL
 OT0004
 OT0004  NGVD 29 (??/??/92)  725.388  (m)         2379.88   (f) ADJ UNCH    1 2
 OT0004
 OT0004.Superseded values are not recommended for survey control.
 OT0004
 OT0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0004.See file dsdata.pdf to determine how the superseded data were derived.
 OT0004
 OT0004_MARKER: DB = BENCH MARK DISK
 OT0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0004_STAMPING: S 364 1962
 OT0004_MARK LOGO: CGS
 OT0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0004+STABILITY: SURFACE MOTION
 OT0004
 OT0004  HISTORY     - Date     Condition        Report By
 OT0004  HISTORY     - 1962     MONUMENTED       CGS
 OT0004  HISTORY     - 1963     GOOD             CGS
 OT0004
 OT0004                          STATION DESCRIPTION
 OT0004
 OT0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0004'2.8 MI W FROM INTERIOR.
 OT0004'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0004'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 2,
 OT0004'T 4 S, R 17 E, ABOUT 40 FEET EAST OF THE EAST END OF A SMALL BANK
 OT0004'CUT ON THE SOUTH SIDE OF THE TRACKS, 161 FEET WEST OF THE CENTER
 OT0004'LINE OF A GRADED DIRT ROAD, 27 1/2 FEET SOUTH OF SOUTH RAIL, 9 1/2
 OT0004'FEET WEST OF THE 2ND POLE EAST OF MILE POST 591, 2.7 FEET NORTH OF
 OT0004'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS,
 OT0004'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 OT0004
 OT0004                          STATION RECOVERY (1963)
 OT0004
 OT0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OT0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0465 ***********************************************************************
 OS0465  DESIGNATION -  S 365
 OS0465  PID         -  OS0465
 OS0465  STATE/COUNTY-  SD/JACKSON
 OS0465  COUNTRY     -  US
 OS0465  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0465
 OS0465                         *CURRENT SURVEY CONTROL
 OS0465  ______________________________________________________________________
 OS0465* NAD 83(1986) POSITION- 43 44 08.     (N) 101 49 48.     (W)   SCALED
 OS0465* NAVD 88 ORTHO HEIGHT -   705.227 (meters)     2313.73  (feet) ADJUSTED
 OS0465  ______________________________________________________________________
 OS0465  GEOID HEIGHT    -        -20.387 (meters)                     GEOID18
 OS0465  DYNAMIC HEIGHT  -        705.005 (meters)     2313.00  (feet) COMP
 OS0465  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 OS0465
 OS0465  VERT ORDER      -  FIRST     CLASS II
 OS0465
 OS0465.The horizontal coordinates were scaled from a map and have
 OS0465.an estimated accuracy of +/- 6 seconds.
 OS0465
 OS0465.The orthometric height was determined by differential leveling and
 OS0465.adjusted by the NATIONAL GEODETIC SURVEY
 OS0465.in June 1991.
 OS0465
 OS0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0465.GEOID18 height accuracy estimate available here.
 OS0465
 OS0465.Click photographs - Photos may exist for this station.
 OS0465
 OS0465.The dynamic height is computed by dividing the NAVD 88
 OS0465.geopotential number by the normal gravity value computed on the
 OS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0465.degrees latitude (g = 980.6199 gals.).
 OS0465
 OS0465.The modeled gravity was interpolated from observed gravity values.
 OS0465
 OS0465;                    North         East    Units  Estimated Accuracy
 OS0465;SPC SD S     -   156,860.      479,440.      MT  (+/- 180 meters Scaled)
 OS0465
 OS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP720463(NAD 83)
 OS0465
 OS0465                          SUPERSEDED SURVEY CONTROL
 OS0465
 OS0465  NGVD 29 (??/??/92)  704.787  (m)         2312.29   (f) ADJ UNCH    1 2
 OS0465
 OS0465.Superseded values are not recommended for survey control.
 OS0465
 OS0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0465.See file dsdata.pdf to determine how the superseded data were derived.
 OS0465
 OS0465_MARKER: DB = BENCH MARK DISK
 OS0465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0465+WITH SETTING: INFORMATION.
 OS0465_STAMPING: S 365 1962
 OS0465_MARK LOGO: CGS
 OS0465_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0465_ROD/PIPE-DEPTH: 2.4 meters
 OS0465
 OS0465  HISTORY     - Date     Condition        Report By
 OS0465  HISTORY     - 1962     MONUMENTED       CGS
 OS0465
 OS0465                          STATION DESCRIPTION
 OS0465
 OS0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0465'8.2 MI E FROM INTERIOR.
 OS0465'ABOUT 8.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0465'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 34,
 OS0465'T 3 S, R 19 E, ABOUT 0.35 MILES WEST OF THE NORTH END OF A BARREN
 OS0465'HILL, 0.15 MILE EAST OF A CONCRETE CULVERT, 45 1/2 FEET
 OS0465'WEST-SOUTHWEST OF MILE POST 580, 47 FEET SOUTH OF SOUTH RAIL,
 OS0465'2 1/2 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS
 OS0465'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE RAILS, AND ON THE TOP
 OS0465'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 OS0465'8 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0083 ***********************************************************************
 OT0083  DESIGNATION -  S 366
 OT0083  PID         -  OT0083
 OT0083  STATE/COUNTY-  SD/PENNINGTON
 OT0083  COUNTRY     -  US
 OT0083  USGS QUAD   -  WALL SE (2017)
 OT0083
 OT0083                         *CURRENT SURVEY CONTROL
 OT0083  ______________________________________________________________________
 OT0083* NAD 83(1986) POSITION- 43 45 46.     (N) 102 02 21.     (W)   SCALED
 OT0083* NAVD 88 ORTHO HEIGHT -   741.395 (meters)     2432.39  (feet) ADJUSTED
 OT0083  ______________________________________________________________________
 OT0083  GEOID HEIGHT    -        -19.721 (meters)                     GEOID18
 OT0083  DYNAMIC HEIGHT  -        741.159 (meters)     2431.62  (feet) COMP
 OT0083  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OT0083
 OT0083  VERT ORDER      -  SECOND    CLASS 0
 OT0083
 OT0083.The horizontal coordinates were scaled from a map and have
 OT0083.an estimated accuracy of +/- 6 seconds.
 OT0083
 OT0083.The orthometric height was determined by differential leveling and
 OT0083.adjusted by the NATIONAL GEODETIC SURVEY
 OT0083.in June 1991.
 OT0083
 OT0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0083.GEOID18 height accuracy estimate available here.
 OT0083
 OT0083.Click photographs - Photos may exist for this station.
 OT0083
 OT0083.The dynamic height is computed by dividing the NAVD 88
 OT0083.geopotential number by the normal gravity value computed on the
 OT0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0083.degrees latitude (g = 980.6199 gals.).
 OT0083
 OT0083.The modeled gravity was interpolated from observed gravity values.
 OT0083
 OT0083;                    North         East    Units  Estimated Accuracy
 OT0083;SPC SD S     -   160,210.      462,660.      MT  (+/- 180 meters Scaled)
 OT0083
 OT0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ383497(NAD 83)
 OT0083
 OT0083                          SUPERSEDED SURVEY CONTROL
 OT0083
 OT0083  NGVD 29 (??/??/92)  740.930  (m)         2430.87   (f) ADJ UNCH    2 0
 OT0083
 OT0083.Superseded values are not recommended for survey control.
 OT0083
 OT0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0083.See file dsdata.pdf to determine how the superseded data were derived.
 OT0083
 OT0083_MARKER: DB = BENCH MARK DISK
 OT0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0083_STAMPING: S 366 1962
 OT0083_MARK LOGO: CGS
 OT0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0083+STABILITY: SURFACE MOTION
 OT0083
 OT0083  HISTORY     - Date     Condition        Report By
 OT0083  HISTORY     - 1962     MONUMENTED       CGS
 OT0083
 OT0083                          STATION DESCRIPTION
 OT0083
 OT0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0083'5 MI NW FROM INTERIOR.
 OT0083'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OT0083'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 2.25 MILES
 OT0083'NORTHWEST ALONG A GRADED DIRT ROAD, AT THE SOUTH ENTRANCE AND
 OT0083'BOUNDARY TO THE BADLANDS NATIONAL PARK, 47 FEET NORTHEAST OF
 OT0083'THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 OT0083'OF THE ROAD, 12.8 FEET SOUTHWEST OF A CADASTRAL SURVEY MARKER
 OT0083'WHICH IS A DISK ON THE TOP OF A 2 1/2-INCH PIPE AND IS THE CORNER
 OT0083'MARKER FOR SECTIONS 23-24-25-26, IN THE NORTHEAST CORNER OF SECTION
 OT0083'25, 2 1/2 FEET SOUTH OF A FENCE, 2.3 FEET EAST OF A METAL
 OT0083'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0083'5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0412 ***********************************************************************
 PU0412  DESIGNATION -  S 367
 PU0412  PID         -  PU0412
 PU0412  STATE/COUNTY-  SD/PENNINGTON
 PU0412  COUNTRY     -  US
 PU0412  USGS QUAD   -  LAKE HILL (2017)
 PU0412
 PU0412                         *CURRENT SURVEY CONTROL
 PU0412  ______________________________________________________________________
 PU0412* NAD 83(1986) POSITION- 44 06 37.     (N) 102 12 23.     (W)   SCALED
 PU0412* NAVD 88 ORTHO HEIGHT -   872.716 (meters)     2863.24  (feet) ADJUSTED
 PU0412  ______________________________________________________________________
 PU0412  GEOID HEIGHT    -        -19.135 (meters)                     GEOID18
 PU0412  DYNAMIC HEIGHT  -        872.456 (meters)     2862.38  (feet) COMP
 PU0412  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 PU0412
 PU0412  VERT ORDER      -  SECOND    CLASS 0
 PU0412
 PU0412.The horizontal coordinates were scaled from a map and have
 PU0412.an estimated accuracy of +/- 6 seconds.
 PU0412
 PU0412.The orthometric height was determined by differential leveling and
 PU0412.adjusted by the NATIONAL GEODETIC SURVEY
 PU0412.in June 1991.
 PU0412
 PU0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0412.GEOID18 height accuracy estimate available here.
 PU0412
 PU0412.Click photographs - Photos may exist for this station.
 PU0412
 PU0412.The dynamic height is computed by dividing the NAVD 88
 PU0412.geopotential number by the normal gravity value computed on the
 PU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0412.degrees latitude (g = 980.6199 gals.).
 PU0412
 PU0412.The modeled gravity was interpolated from observed gravity values.
 PU0412
 PU0412;                    North         East    Units  Estimated Accuracy
 PU0412;SPC SD S     -   199,100.      450,070.      MT  (+/- 180 meters Scaled)
 PU0412
 PU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ235879(NAD 83)
 PU0412
 PU0412                          SUPERSEDED SURVEY CONTROL
 PU0412
 PU0412  NGVD 29 (??/??/92)  872.259  (m)         2861.74   (f) ADJ UNCH    2 0
 PU0412
 PU0412.Superseded values are not recommended for survey control.
 PU0412
 PU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0412.See file dsdata.pdf to determine how the superseded data were derived.
 PU0412
 PU0412_MARKER: DB = BENCH MARK DISK
 PU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0412_STAMPING: S 367 1962
 PU0412_MARK LOGO: CGS
 PU0412_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0412+STABILITY: SURFACE MOTION
 PU0412
 PU0412  HISTORY     - Date     Condition        Report By
 PU0412  HISTORY     - 1962     MONUMENTED       CGS
 PU0412
 PU0412                          STATION DESCRIPTION
 PU0412
 PU0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0412'9.5 MI N FROM WALL.
 PU0412'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0412'AT WALL, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE
 PU0412'EAST OF A LONG CURVE IN THE ROAD, 65 FEET NORTH OF THE CENTER
 PU0412'LINE OF THE ROAD, 147 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 PU0412'OF A SCHOOLHOUSE, 105 FEET EAST-NORTHEAST OF A POWER POLE
 PU0412'BEARING A TRANSFORMER, 22 1/2 FEET NORTH OF A CORNER FENCE POST,
 PU0412'1.3 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU0412'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1741 ***********************************************************************
 PU1741  DESIGNATION -  S 368
 PU1741  PID         -  PU1741
 PU1741  STATE/COUNTY-  SD/BUTTE
 PU1741  COUNTRY     -  US
 PU1741  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1741
 PU1741                         *CURRENT SURVEY CONTROL
 PU1741  ______________________________________________________________________
 PU1741* NAD 83(1986) POSITION- 44 38 04.     (N) 103 49 34.     (W)   SCALED
 PU1741* NAVD 88 ORTHO HEIGHT -   948.982 (meters)     3113.45  (feet) ADJUSTED
 PU1741  ______________________________________________________________________
 PU1741  GEOID HEIGHT    -        -15.277 (meters)                     GEOID18
 PU1741  DYNAMIC HEIGHT  -        948.711 (meters)     3112.56  (feet) COMP
 PU1741  MODELED GRAVITY -    980,299.7   (mgal)                       NAVD 88
 PU1741
 PU1741  VERT ORDER      -  FIRST     CLASS II
 PU1741
 PU1741.The horizontal coordinates were scaled from a map and have
 PU1741.an estimated accuracy of +/- 6 seconds.
 PU1741
 PU1741.The orthometric height was determined by differential leveling and
 PU1741.adjusted by the NATIONAL GEODETIC SURVEY
 PU1741.in June 1991.
 PU1741
 PU1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1741.GEOID18 height accuracy estimate available here.
 PU1741
 PU1741.Click photographs - Photos may exist for this station.
 PU1741
 PU1741.The dynamic height is computed by dividing the NAVD 88
 PU1741.geopotential number by the normal gravity value computed on the
 PU1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1741.degrees latitude (g = 980.6199 gals.).
 PU1741
 PU1741.The modeled gravity was interpolated from observed gravity values.
 PU1741
 PU1741;                    North         East    Units  Estimated Accuracy
 PU1741;SPC SD N     -    96,190.      296,540.      MT  (+/- 180 meters Scaled)
 PU1741
 PU1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK931430(NAD 83)
 PU1741
 PU1741                          SUPERSEDED SURVEY CONTROL
 PU1741
 PU1741  NGVD 29 (??/??/92)  948.485  (m)         3111.82   (f) ADJ UNCH    1 2
 PU1741
 PU1741.Superseded values are not recommended for survey control.
 PU1741
 PU1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1741.See file dsdata.pdf to determine how the superseded data were derived.
 PU1741
 PU1741_MARKER: DB = BENCH MARK DISK
 PU1741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1741_SP_SET: CULVERT HEADWALL
 PU1741_STAMPING: S 368 1962
 PU1741_MARK LOGO: CGS
 PU1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1741+STABILITY: SURFACE MOTION
 PU1741
 PU1741  HISTORY     - Date     Condition        Report By
 PU1741  HISTORY     - 1962     MONUMENTED       CGS
 PU1741
 PU1741                          STATION DESCRIPTION
 PU1741
 PU1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1741'3 MI SE FROM BELLE FOURCHE.
 PU1741'ABOUT 3.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1741'RAILWAY FROM THE STATION AT BELLE FOURCHE, IN SECTION 25, T 8 N,
 PU1741'R 2 E, 16 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 6 FEET
 PU1741'BELOW THE LEVEL OF THE RAIL, 3 POLES NORTHWEST OF MILE POST 151,
 PU1741'AND SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL
 PU1741'OF A 36-INCH TUBULAR CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1835 ***********************************************************************
 PU1835  DESIGNATION -  S 369
 PU1835  PID         -  PU1835
 PU1835  STATE/COUNTY-  SD/BUTTE
 PU1835  COUNTRY     -  US
 PU1835  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1835
 PU1835                         *CURRENT SURVEY CONTROL
 PU1835  ______________________________________________________________________
 PU1835* NAD 83(1986) POSITION- 44 56 10.     (N) 103 55 03.     (W)   SCALED
 PU1835* NAVD 88 ORTHO HEIGHT -   952.682 (meters)     3125.59  (feet) ADJUSTED
 PU1835  ______________________________________________________________________
 PU1835  GEOID HEIGHT    -        -15.702 (meters)                     GEOID18
 PU1835  DYNAMIC HEIGHT  -        952.429 (meters)     3124.76  (feet) COMP
 PU1835  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 PU1835
 PU1835  VERT ORDER      -  SECOND    CLASS 0
 PU1835
 PU1835.The horizontal coordinates were scaled from a map and have
 PU1835.an estimated accuracy of +/- 6 seconds.
 PU1835
 PU1835.The orthometric height was determined by differential leveling and
 PU1835.adjusted by the NATIONAL GEODETIC SURVEY
 PU1835.in June 1991.
 PU1835
 PU1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1835.GEOID18 height accuracy estimate available here.
 PU1835
 PU1835.Click photographs - Photos may exist for this station.
 PU1835
 PU1835.The dynamic height is computed by dividing the NAVD 88
 PU1835.geopotential number by the normal gravity value computed on the
 PU1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1835.degrees latitude (g = 980.6199 gals.).
 PU1835
 PU1835.The modeled gravity was interpolated from observed gravity values.
 PU1835
 PU1835;                    North         East    Units  Estimated Accuracy
 PU1835;SPC SD N     -   130,020.      290,910.      MT  (+/- 180 meters Scaled)
 PU1835
 PU1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK854764(NAD 83)
 PU1835
 PU1835                          SUPERSEDED SURVEY CONTROL
 PU1835
 PU1835  NGVD 29 (??/??/92)  952.189  (m)         3123.97   (f) ADJ UNCH    2 0
 PU1835
 PU1835.Superseded values are not recommended for survey control.
 PU1835
 PU1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1835.See file dsdata.pdf to determine how the superseded data were derived.
 PU1835
 PU1835_MARKER: DB = BENCH MARK DISK
 PU1835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1835_STAMPING: S 369 1962
 PU1835_MARK LOGO: CGS
 PU1835_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1835_ROD/PIPE-DEPTH: 4.3 meters
 PU1835
 PU1835  HISTORY     - Date     Condition        Report By
 PU1835  HISTORY     - 1962     MONUMENTED       CGS
 PU1835
 PU1835                          STATION DESCRIPTION
 PU1835
 PU1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1835'21.4 MI NW FROM BELLE FOURCHE.
 PU1835'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1835'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.05
 PU1835'MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTH
 PU1835'ALONG A PRIVATE ROAD, THENCE 1.0 MILE NORTH ALONG A TRAIL ROAD,
 PU1835'IN SECTION 6, T 11 N, R 2 E, 17 FEET EAST OF THE CENTER LINE OF
 PU1835'THE TRAIL ROAD AND WIRE GATE, 2 FEET SOUTH OF A FENCE, 2.0 FEET
 PU1835'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON
 PU1835'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 PU1835'DEPTH OF 14 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PU1835'7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0225 ***********************************************************************
 OS0225  DESIGNATION -  S 37
 OS0225  PID         -  OS0225
 OS0225  STATE/COUNTY-  SD/MELLETTE
 OS0225  COUNTRY     -  US
 OS0225  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0225
 OS0225                         *CURRENT SURVEY CONTROL
 OS0225  ______________________________________________________________________
 OS0225* NAD 83(1986) POSITION- 43 37 02.39   (N) 100 41 07.55   (W)   HD_HELD1
 OS0225* NAVD 88 ORTHO HEIGHT -   579.036 (meters)     1899.72  (feet) ADJUSTED
 OS0225  ______________________________________________________________________
 OS0225  GEOID HEIGHT    -        -24.188 (meters)                     GEOID18
 OS0225  DYNAMIC HEIGHT  -        578.834 (meters)     1899.06  (feet) COMP
 OS0225  MODELED GRAVITY -    980,254.3   (mgal)                       NAVD 88
 OS0225
 OS0225  VERT ORDER      -  FIRST     CLASS II
 OS0225
 OS0225.The horizontal coordinates were determined by differentially corrected
 OS0225.hand held GPS observations or other comparable positioning techniques
 OS0225.and have an estimated accuracy of +/- 3 meters.
 OS0225
 OS0225.The orthometric height was determined by differential leveling and
 OS0225.adjusted by the NATIONAL GEODETIC SURVEY
 OS0225.in June 1994.
 OS0225
 OS0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0225.GEOID18 height accuracy estimate available here.
 OS0225
 OS0225.Click photographs - Photos may exist for this station.
 OS0225
 OS0225.The dynamic height is computed by dividing the NAVD 88
 OS0225.geopotential number by the normal gravity value computed on the
 OS0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0225.degrees latitude (g = 980.6199 gals.).
 OS0225
 OS0225.The modeled gravity was interpolated from observed gravity values.
 OS0225
 OS0225;                    North         East    Units  Estimated Accuracy
 OS0225;SPC SD S     -   142,701.0     571,581.5     MT  (+/- 3 meters HH1 GPS) 
 OS0225
 OS0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6400530752(NAD 83)
 OS0225
 OS0225                          SUPERSEDED SURVEY CONTROL
 OS0225
 OS0225  NAVD 88 (06/15/91)  579.010  (m)         1899.64   (f) SUPERSEDED  1 2
 OS0225  NGVD 29 (??/??/92)  578.582  (m)         1898.23   (f) ADJ UNCH    1 2
 OS0225
 OS0225.Superseded values are not recommended for survey control.
 OS0225
 OS0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0225.See file dsdata.pdf to determine how the superseded data were derived.
 OS0225
 OS0225_MARKER: DB = BENCH MARK DISK
 OS0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0225_STAMPING: S 37 1933
 OS0225_MARK LOGO: CGS
 OS0225_PROJECTION: FLUSH
 OS0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0225+STABILITY: SURFACE MOTION
 OS0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0225+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0225
 OS0225  HISTORY     - Date     Condition        Report By
 OS0225  HISTORY     - 1933     MONUMENTED       CGS
 OS0225  HISTORY     - 19920721 GOOD             NGS
 OS0225  HISTORY     - 20051104 GOOD             HKM
 OS0225
 OS0225                          STATION DESCRIPTION
 OS0225
 OS0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0225'5.4 MI NE FROM WHITE RIVER.
 OS0225'5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 83 FROM WHITE RIVER,
 OS0225'MELLETTE COUNTY, 10-3/4 MILES SOUTH OF THE BRIDGE OVER WHITE
 OS0225'RIVER, AT A CURVE TO THE EAST, AT THE SOUTH FOOT OF A HILL, 41
 OS0225'YARDS NORTH OF THREE 4-1/2-FOOT CORRUGATED-IRON CULVERTS, 28 YARDS
 OS0225'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 YARD WEST OF A
 OS0225'FENCE.  A STANDARD DISK, STAMPED S 37 1933 AND SET IN THE TOP
 OS0225'OF A CONCRETE POST.
 OS0225
 OS0225                          STATION RECOVERY (1992)
 OS0225
 OS0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0225'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0225'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0225'83, THENCE 5.1 KM (3.15 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 OS0225'1.1 KM (0.70 MI) NORTHERLY ALONG A GRAVELED ROAD, 37.4 M (122.7 FT)
 OS0225'NORTH OF THE WEST END OF THE MOST NORTHERLY OF 3 CULVERTS, 29.8 M
 OS0225'(97.8 FT) NORTHWEST OF THE CENTER OF THE ROAD, 14.1 M (46.3 FT) SOUTH
 OS0225'OF A FENCE, 10.0 M (32.8 FT) WEST OF A WITNESS POST AND FENCE, 2.5 M
 OS0225'(8.2 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 OS0225'THE GROUND SURFACE.
 OS0225
 OS0225                          STATION RECOVERY (2005)
 OS0225
 OS0225'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0225'RECOVERED AS DESCRIBED, NORTH-SOUTH FENCE IS GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0258 ***********************************************************************
 OS0258  DESIGNATION -  S 370
 OS0258  PID         -  OS0258
 OS0258  STATE/COUNTY-  SD/JACKSON
 OS0258  COUNTRY     -  US
 OS0258  USGS QUAD   -  BELVIDERE (2017)
 OS0258
 OS0258                         *CURRENT SURVEY CONTROL
 OS0258  ______________________________________________________________________
 OS0258* NAD 83(1986) POSITION- 43 50 04.     (N) 101 15 06.     (W)   SCALED
 OS0258* NAVD 88 ORTHO HEIGHT -   710.450 (meters)     2330.87  (feet) ADJUSTED
 OS0258  ______________________________________________________________________
 OS0258  GEOID HEIGHT    -        -22.592 (meters)                     GEOID18
 OS0258  DYNAMIC HEIGHT  -        710.221 (meters)     2330.12  (feet) COMP
 OS0258  MODELED GRAVITY -    980,273.8   (mgal)                       NAVD 88
 OS0258
 OS0258  VERT ORDER      -  FIRST     CLASS II
 OS0258
 OS0258.The horizontal coordinates were scaled from a map and have
 OS0258.an estimated accuracy of +/- 6 seconds.
 OS0258
 OS0258.The orthometric height was determined by differential leveling and
 OS0258.adjusted by the NATIONAL GEODETIC SURVEY
 OS0258.in June 1991.
 OS0258
 OS0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0258.GEOID18 height accuracy estimate available here.
 OS0258
 OS0258.Click photographs - Photos may exist for this station.
 OS0258
 OS0258.The dynamic height is computed by dividing the NAVD 88
 OS0258.geopotential number by the normal gravity value computed on the
 OS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0258.degrees latitude (g = 980.6199 gals.).
 OS0258
 OS0258.The modeled gravity was interpolated from observed gravity values.
 OS0258
 OS0258;                    North         East    Units  Estimated Accuracy
 OS0258;SPC SD S     -   167,170.      526,150.      MT  (+/- 180 meters Scaled)
 OS0258
 OS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP189559(NAD 83)
 OS0258
 OS0258                          SUPERSEDED SURVEY CONTROL
 OS0258
 OS0258  NGVD 29 (??/??/92)  709.985  (m)         2329.34   (f) ADJ UNCH    1 2
 OS0258
 OS0258.Superseded values are not recommended for survey control.
 OS0258
 OS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0258.See file dsdata.pdf to determine how the superseded data were derived.
 OS0258
 OS0258_MARKER: DB = BENCH MARK DISK
 OS0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0258_STAMPING: S 370 1962
 OS0258_MARK LOGO: CGS
 OS0258_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0258+STABILITY: SURFACE MOTION
 OS0258
 OS0258  HISTORY     - Date     Condition        Report By
 OS0258  HISTORY     - 1962     MONUMENTED       CGS
 OS0258
 OS0258                          STATION DESCRIPTION
 OS0258
 OS0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0258'0.8 MI E FROM BELVIDERE.
 OS0258'ABOUT 0.8 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0258'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0258'33, T 2 S, R 24 E, 38 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 OS0258'RAIL, 7 1/2 FEET EAST OF MILE POST 548, 2.2 FEET WEST OF A
 OS0258'METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET IN THE
 OS0258'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0581 ***********************************************************************
 PT0581  DESIGNATION -  S 371
 PT0581  PID         -  PT0581
 PT0581  STATE/COUNTY-  SD/HAAKON
 PT0581  COUNTRY     -  US
 PT0581  USGS QUAD   -  PHILIP (2017)
 PT0581
 PT0581                         *CURRENT SURVEY CONTROL
 PT0581  ______________________________________________________________________
 PT0581* NAD 83(1986) POSITION- 44 03 01.     (N) 101 40 02.     (W)   SCALED
 PT0581* NAVD 88 ORTHO HEIGHT -   701.339 (meters)     2300.98  (feet) ADJUSTED
 PT0581  ______________________________________________________________________
 PT0581  GEOID HEIGHT    -        -21.082 (meters)                     GEOID18
 PT0581  DYNAMIC HEIGHT  -        701.142 (meters)     2300.33  (feet) COMP
 PT0581  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 PT0581
 PT0581  VERT ORDER      -  FIRST     CLASS II
 PT0581
 PT0581.The horizontal coordinates were scaled from a map and have
 PT0581.an estimated accuracy of +/- 6 seconds.
 PT0581
 PT0581.The orthometric height was determined by differential leveling and
 PT0581.adjusted by the NATIONAL GEODETIC SURVEY
 PT0581.in June 1991.
 PT0581
 PT0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0581.GEOID18 height accuracy estimate available here.
 PT0581
 PT0581.Click photographs - Photos may exist for this station.
 PT0581
 PT0581.The dynamic height is computed by dividing the NAVD 88
 PT0581.geopotential number by the normal gravity value computed on the
 PT0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0581.degrees latitude (g = 980.6199 gals.).
 PT0581
 PT0581.The modeled gravity was interpolated from observed gravity values.
 PT0581
 PT0581;                    North         East    Units  Estimated Accuracy
 PT0581;SPC SD S     -   191,600.      493,120.      MT  (+/- 180 meters Scaled)
 PT0581
 PT0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP863809(NAD 83)
 PT0581
 PT0581                          SUPERSEDED SURVEY CONTROL
 PT0581
 PT0581  NGVD 29 (??/??/92)  700.895  (m)         2299.52   (f) ADJ UNCH    1 2
 PT0581
 PT0581.Superseded values are not recommended for survey control.
 PT0581
 PT0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0581.See file dsdata.pdf to determine how the superseded data were derived.
 PT0581
 PT0581_MARKER: DB = BENCH MARK DISK
 PT0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0581_STAMPING: S 371 1962
 PT0581_MARK LOGO: CGS
 PT0581_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0581_ROD/PIPE-DEPTH: 3.4 meters
 PT0581
 PT0581  HISTORY     - Date     Condition        Report By
 PT0581  HISTORY     - 1962     MONUMENTED       CGS
 PT0581  HISTORY     - 1970     GOOD             NGS
 PT0581
 PT0581                          STATION DESCRIPTION
 PT0581
 PT0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0581'0.8 MI N FROM PHILIP.
 PT0581'ABOUT 0.85 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0581'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 90 FEET NORTHWEST
 PT0581'OF THE CENTERLINE OF THE HIGHWAY, 63 FEET NORTH OF A POWER POLE,
 PT0581'1 1/2 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS
 PT0581'POST, ABOUT LEVEL WITH THE HIGHWAY, CLAMPED ON A 5/8 INCH
 PT0581'COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF 11 FEET, AND
 PT0581'ENCASED IN A 6-INCH TILE PROJECTING ABOUT 6 INCHES.  NOTE-- THE
 PT0581'MARK, A STANDARD DISK ON A COPPER WELD ROD, WAS LEFT INTACT FOR
 PT0581'USE BY THE STATE HIGHWAY DEPARTMENT PRIOR TO ROAD CONSTRUCTION
 PT0581'IN THE AREA.  THE MARK WILL BE REMOVED BY THE HIGHWAY DEPARTMENT
 PT0581'AT TIME OF CONSTRUCTION.
 PT0581
 PT0581                          STATION RECOVERY (1970)
 PT0581
 PT0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PT0581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0583 ***********************************************************************
 PT0583  DESIGNATION -  S 371 RESET
 PT0583  PID         -  PT0583
 PT0583  STATE/COUNTY-  SD/HAAKON
 PT0583  COUNTRY     -  US
 PT0583  USGS QUAD   -  PHILIP (2017)
 PT0583
 PT0583                         *CURRENT SURVEY CONTROL
 PT0583  ______________________________________________________________________
 PT0583* NAD 83(1986) POSITION- 44 03 01.     (N) 101 40 02.     (W)   SCALED
 PT0583* NAVD 88 ORTHO HEIGHT -   696.90  (+/-2cm)     2286.4   (feet) VERTCON3
 PT0583  ______________________________________________________________________
 PT0583  GEOID HEIGHT    -        -21.082 (meters)                     GEOID18
 PT0583  VERT ORDER      -  THIRD (See Below)
 PT0583
 PT0583.The horizontal coordinates were scaled from a map and have
 PT0583.an estimated accuracy of +/- 6 seconds.
 PT0583
 PT0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0583
 PT0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0583.GEOID18 height accuracy estimate available here.
 PT0583
 PT0583.The vertical order pertains to the NGVD 29 superseded value.
 PT0583
 PT0583.Click photographs - Photos may exist for this station.
 PT0583
 PT0583;                    North         East    Units  Estimated Accuracy
 PT0583;SPC SD S     -   191,600.      493,120.      MT  (+/- 180 meters Scaled)
 PT0583
 PT0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP863809(NAD 83)
 PT0583
 PT0583                          SUPERSEDED SURVEY CONTROL
 PT0583
 PT0583  NGVD 29 (04/17/07)  696.46   (m)         2285.0    (f) RESET       3  
 PT0583
 PT0583.Superseded values are not recommended for survey control.
 PT0583
 PT0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0583.See file dsdata.pdf to determine how the superseded data were derived.
 PT0583
 PT0583_MARKER: DV = VERTICAL CONTROL DISK
 PT0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0583_STAMPING: S 371 RESET 1974
 PT0583_MARK LOGO: NGS
 PT0583_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0583+STABILITY: SURFACE MOTION
 PT0583
 PT0583  HISTORY     - Date     Condition        Report By
 PT0583  HISTORY     - 1974     MONUMENTED       NGS
 PT0583
 PT0583                          STATION DESCRIPTION
 PT0583
 PT0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PT0583'0.8 MI N FROM PHILIP.
 PT0583'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 73 FROM THE INTERSECTION
 PT0583'OF U.S. HIGHWAY 14 AND STATE HIGHWAY 73 AT THE NORTH EDGE OF
 PT0583'PHILIP, 99 FEET WEST OF THE CENTER OF THE HIGHWAY, 66 FEET WEST
 PT0583'OF THE WEST END OF A 24-INCH METAL CULVERT, 34 FEET NORTH OF
 PT0583'THE CENTER OF A FIELD ENTRANCE AND WIRE GATE, 1-FOOT EAST OF
 PT0583'THE WEST RIGHT-OF-WAY FENCE, 1.8 FEET SOUTH OF A METAL WITNESS
 PT0583'POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 PT0583'PROJECTS 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0444 ***********************************************************************
 OS0444  DESIGNATION -  S 372
 OS0444  PID         -  OS0444
 OS0444  STATE/COUNTY-  SD/JACKSON
 OS0444  COUNTRY     -  US
 OS0444  USGS QUAD   -  BELVIDERE SW (2017)
 OS0444
 OS0444                         *CURRENT SURVEY CONTROL
 OS0444  ______________________________________________________________________
 OS0444* NAD 83(1986) POSITION- 43 50 03.     (N) 101 29 43.     (W)   SCALED
 OS0444* NAVD 88 ORTHO HEIGHT -   749.518 (meters)     2459.04  (feet) ADJUSTED
 OS0444  ______________________________________________________________________
 OS0444  GEOID HEIGHT    -        -21.675 (meters)                     GEOID18
 OS0444  DYNAMIC HEIGHT  -        749.272 (meters)     2458.24  (feet) COMP
 OS0444  MODELED GRAVITY -    980,266.6   (mgal)                       NAVD 88
 OS0444
 OS0444  VERT ORDER      -  FIRST     CLASS II
 OS0444
 OS0444.The horizontal coordinates were scaled from a map and have
 OS0444.an estimated accuracy of +/- 6 seconds.
 OS0444
 OS0444.The orthometric height was determined by differential leveling and
 OS0444.adjusted by the NATIONAL GEODETIC SURVEY
 OS0444.in June 1991.
 OS0444
 OS0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0444.GEOID18 height accuracy estimate available here.
 OS0444
 OS0444.Click photographs - Photos may exist for this station.
 OS0444
 OS0444.The dynamic height is computed by dividing the NAVD 88
 OS0444.geopotential number by the normal gravity value computed on the
 OS0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0444.degrees latitude (g = 980.6199 gals.).
 OS0444
 OS0444.The modeled gravity was interpolated from observed gravity values.
 OS0444
 OS0444;                    North         East    Units  Estimated Accuracy
 OS0444;SPC SD S     -   167,380.      506,560.      MT  (+/- 180 meters Scaled)
 OS0444
 OS0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP993564(NAD 83)
 OS0444
 OS0444                          SUPERSEDED SURVEY CONTROL
 OS0444
 OS0444  NGVD 29 (??/??/92)  749.062  (m)         2457.55   (f) ADJ UNCH    1 2
 OS0444
 OS0444.Superseded values are not recommended for survey control.
 OS0444
 OS0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0444.See file dsdata.pdf to determine how the superseded data were derived.
 OS0444
 OS0444_MARKER: DB = BENCH MARK DISK
 OS0444_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OS0444+WITH SETTING: PAVEMENT
 OS0444_SP_SET: CONCRETE BASE FOR A WIND SOCK
 OS0444_STAMPING: S 372 1962
 OS0444_MARK LOGO: CGS
 OS0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0444+STABILITY: SURFACE MOTION
 OS0444
 OS0444  HISTORY     - Date     Condition        Report By
 OS0444  HISTORY     - 1962     MONUMENTED       CGS
 OS0444  HISTORY     - 1985     GOOD             NGS
 OS0444
 OS0444                          STATION DESCRIPTION
 OS0444
 OS0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0444'1 MI NE FROM KADOKA.
 OS0444'ABOUT 0.4 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0444'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 0.4 MILE
 OS0444'SOUTHEAST ALONG THE ACCESS ROAD TO KADOKA CITY AIRPORT, THENCE
 OS0444'0.25 MILE EAST ACROSS AIRPORT TO WINDSOCK, 0.8 FEET SOUTH OF
 OS0444'POLE, AND SET IN TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF
 OS0444'WINDSOCK POLE.
 OS0444
 OS0444                          STATION RECOVERY (1985)
 OS0444
 OS0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0390 ***********************************************************************
 PU0390  DESIGNATION -  S 373
 PU0390  PID         -  PU0390
 PU0390  STATE/COUNTY-  SD/PENNINGTON
 PU0390  COUNTRY     -  US
 PU0390  USGS QUAD   -  PEDRO (2017)
 PU0390
 PU0390                         *CURRENT SURVEY CONTROL
 PU0390  ______________________________________________________________________
 PU0390* NAD 83(1986) POSITION- 44 29 07.     (N) 102 00 04.     (W)   SCALED
 PU0390* NAVD 88 ORTHO HEIGHT -   598.459 (meters)     1963.44  (feet) ADJUSTED
 PU0390  ______________________________________________________________________
 PU0390  GEOID HEIGHT    -        -20.028 (meters)                     GEOID18
 PU0390  DYNAMIC HEIGHT  -        598.315 (meters)     1962.97  (feet) COMP
 PU0390  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 PU0390
 PU0390  VERT ORDER      -  SECOND    CLASS 0
 PU0390
 PU0390.The horizontal coordinates were scaled from a map and have
 PU0390.an estimated accuracy of +/- 6 seconds.
 PU0390
 PU0390.The orthometric height was determined by differential leveling and
 PU0390.adjusted by the NATIONAL GEODETIC SURVEY
 PU0390.in June 1991.
 PU0390
 PU0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0390.GEOID18 height accuracy estimate available here.
 PU0390
 PU0390.Click photographs - Photos may exist for this station.
 PU0390
 PU0390.The dynamic height is computed by dividing the NAVD 88
 PU0390.geopotential number by the normal gravity value computed on the
 PU0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0390.degrees latitude (g = 980.6199 gals.).
 PU0390
 PU0390.The modeled gravity was interpolated from observed gravity values.
 PU0390
 PU0390;                    North         East    Units  Estimated Accuracy
 PU0390;SPC SD S     -   240,410.      467,340.      MT  (+/- 180 meters Scaled)
 PU0390
 PU0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK384301(NAD 83)
 PU0390
 PU0390                          SUPERSEDED SURVEY CONTROL
 PU0390
 PU0390  NGVD 29 (??/??/92)  598.006  (m)         1961.96   (f) ADJ UNCH    2 0
 PU0390
 PU0390.Superseded values are not recommended for survey control.
 PU0390
 PU0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0390.See file dsdata.pdf to determine how the superseded data were derived.
 PU0390
 PU0390_MARKER: DB = BENCH MARK DISK
 PU0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0390_STAMPING: S 373 1962
 PU0390_MARK LOGO: CGS
 PU0390_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0390_ROD/PIPE-DEPTH: 4.9 meters
 PU0390
 PU0390  HISTORY     - Date     Condition        Report By
 PU0390  HISTORY     - 1962     MONUMENTED       CGS
 PU0390
 PU0390                          STATION DESCRIPTION
 PU0390
 PU0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0390'12.2 MI SE FROM HOWES.
 PU0390'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PU0390'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PU0390'34 AND 73, THENCE 9.6 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 PU0390'THENCE 0.9 MILE WEST ALONG A WINDING TRAIL ROAD, THENCE 1.1
 PU0390'MILES SOUTH ALONG A GRADED DIRT ROAD, OR 0.1 MILE EAST ALONG A
 PU0390'GRAVELED ROAD FROM THE POST OFFICE AT PEDRO, THENCE 0.8 MILE
 PU0390'NORTH ALONG A GRAVELED ROAD, THENCE 10.65 MILES NORTHEAST ALONG
 PU0390'A GRADED DIRT ROAD, IN SECTION 12, T 6 N, R 17 E, 25 FEET EAST
 PU0390'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE,
 PU0390'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0390'ROAD, AND ON THE TOP OF A COPPER-COATED ROD THAT IS DRIVEN TO
 PU0390'A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 PU0390'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0714 ***********************************************************************
 PT0714  DESIGNATION -  S 374
 PT0714  PID         -  PT0714
 PT0714  STATE/COUNTY-  SD/HAAKON
 PT0714  COUNTRY     -  US
 PT0714  USGS QUAD   -  POST RANCH (2017)
 PT0714
 PT0714                         *CURRENT SURVEY CONTROL
 PT0714  ______________________________________________________________________
 PT0714* NAD 83(1986) POSITION- 44 18 05.     (N) 101 59 12.     (W)   SCALED
 PT0714* NAVD 88 ORTHO HEIGHT -   813.582 (meters)     2669.23  (feet) ADJUSTED
 PT0714  ______________________________________________________________________
 PT0714  GEOID HEIGHT    -        -19.960 (meters)                     GEOID18
 PT0714  DYNAMIC HEIGHT  -        813.352 (meters)     2668.47  (feet) COMP
 PT0714  MODELED GRAVITY -    980,307.9   (mgal)                       NAVD 88
 PT0714
 PT0714  VERT ORDER      -  SECOND    CLASS 0
 PT0714
 PT0714.The horizontal coordinates were scaled from a map and have
 PT0714.an estimated accuracy of +/- 6 seconds.
 PT0714
 PT0714.The orthometric height was determined by differential leveling and
 PT0714.adjusted by the NATIONAL GEODETIC SURVEY
 PT0714.in June 1991.
 PT0714
 PT0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0714.GEOID18 height accuracy estimate available here.
 PT0714
 PT0714.Click photographs - Photos may exist for this station.
 PT0714
 PT0714.The dynamic height is computed by dividing the NAVD 88
 PT0714.geopotential number by the normal gravity value computed on the
 PT0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0714.degrees latitude (g = 980.6199 gals.).
 PT0714
 PT0714.The modeled gravity was interpolated from observed gravity values.
 PT0714
 PT0714;                    North         East    Units  Estimated Accuracy
 PT0714;SPC SD S     -   219,960.      468,080.      MT  (+/- 180 meters Scaled)
 PT0714
 PT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ617096(NAD 83)
 PT0714
 PT0714                          SUPERSEDED SURVEY CONTROL
 PT0714
 PT0714  NGVD 29 (??/??/92)  813.114  (m)         2667.69   (f) ADJ UNCH    2 0
 PT0714
 PT0714.Superseded values are not recommended for survey control.
 PT0714
 PT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0714.See file dsdata.pdf to determine how the superseded data were derived.
 PT0714
 PT0714_MARKER: DB = BENCH MARK DISK
 PT0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0714_STAMPING: S 374 1962
 PT0714_MARK LOGO: CGS
 PT0714_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0714+STABILITY: SURFACE MOTION
 PT0714
 PT0714  HISTORY     - Date     Condition        Report By
 PT0714  HISTORY     - 1962     MONUMENTED       CGS
 PT0714
 PT0714                          STATION DESCRIPTION
 PT0714
 PT0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0714'7.7 MI NW FROM HILLAND.
 PT0714'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0714'AND CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0714'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PT0714'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 PT0714'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 PT0714'DIRT ROAD, NEAR THE CREST OF A HILL, ON THE OUTSIDE OF A CURVE,
 PT0714'IN SECTION 18, T 4 N, R 18 E, 35 FEET NORTH OF THE CENTER LINE
 PT0714'OF THE ROAD, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 PT0714'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0714'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0680 ***********************************************************************
 PT0680  DESIGNATION -  S 375
 PT0680  PID         -  PT0680
 PT0680  STATE/COUNTY-  SD/HAAKON
 PT0680  COUNTRY     -  US
 PT0680  USGS QUAD   -  POST RANCH (2017)
 PT0680
 PT0680                         *CURRENT SURVEY CONTROL
 PT0680  ______________________________________________________________________
 PT0680* NAD 83(1986) POSITION- 44 20 37.     (N) 101 55 14.     (W)   SCALED
 PT0680* NAVD 88 ORTHO HEIGHT -   759.270 (meters)     2491.04  (feet) ADJUSTED
 PT0680  ______________________________________________________________________
 PT0680  GEOID HEIGHT    -        -20.189 (meters)                     GEOID18
 PT0680  DYNAMIC HEIGHT  -        759.063 (meters)     2490.36  (feet) COMP
 PT0680  MODELED GRAVITY -    980,321.1   (mgal)                       NAVD 88
 PT0680
 PT0680  VERT ORDER      -  SECOND    CLASS 0
 PT0680
 PT0680.The horizontal coordinates were scaled from a map and have
 PT0680.an estimated accuracy of +/- 6 seconds.
 PT0680
 PT0680.The orthometric height was determined by differential leveling and
 PT0680.adjusted by the NATIONAL GEODETIC SURVEY
 PT0680.in June 1991.
 PT0680
 PT0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0680.GEOID18 height accuracy estimate available here.
 PT0680
 PT0680.Click photographs - Photos may exist for this station.
 PT0680
 PT0680.The dynamic height is computed by dividing the NAVD 88
 PT0680.geopotential number by the normal gravity value computed on the
 PT0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0680.degrees latitude (g = 980.6199 gals.).
 PT0680
 PT0680.The modeled gravity was interpolated from observed gravity values.
 PT0680
 PT0680;                    North         East    Units  Estimated Accuracy
 PT0680;SPC SD S     -   224,540.      473,440.      MT  (+/- 180 meters Scaled)
 PT0680
 PT0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ672141(NAD 83)
 PT0680
 PT0680                          SUPERSEDED SURVEY CONTROL
 PT0680
 PT0680  NGVD 29 (??/??/92)  758.806  (m)         2489.52   (f) ADJ UNCH    2 0
 PT0680
 PT0680.Superseded values are not recommended for survey control.
 PT0680
 PT0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0680.See file dsdata.pdf to determine how the superseded data were derived.
 PT0680
 PT0680_MARKER: DB = BENCH MARK DISK
 PT0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0680_STAMPING: S 375 1962
 PT0680_MARK LOGO: CGS
 PT0680_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0680+STABILITY: SURFACE MOTION
 PT0680
 PT0680  HISTORY     - Date     Condition        Report By
 PT0680  HISTORY     - 1962     MONUMENTED       CGS
 PT0680
 PT0680                          STATION DESCRIPTION
 PT0680
 PT0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0680'10 MI NW FROM HILLAND.
 PT0680'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0680'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PT0680'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES
 PT0680'NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH ALONG A
 PT0680'GRADED DIRT ROAD, THENCE 1.4 MILES EAST ALONG A GRADED DIRT ROAD,
 PT0680'IN SECTION 34, T 5 N, R 18 E, 54 FEET NORTH OF THE CENTER LINE OF
 PT0680'THE ROAD, 40 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 PT0680'NORTH, 12 FEET NORTH OF A CORNER FENCE POST, 13 FEET EAST OF A
 PT0680'POWER POLE, 2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL
 PT0680'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PT0680'A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1688 ***********************************************************************
 PU1688  DESIGNATION -  S 376
 PU1688  PID         -  PU1688
 PU1688  STATE/COUNTY-  SD/LAWRENCE
 PU1688  COUNTRY     -  US
 PU1688  USGS QUAD   -  SPEARFISH (2017)
 PU1688
 PU1688                         *CURRENT SURVEY CONTROL
 PU1688  ______________________________________________________________________
 PU1688* NAD 83(1986) POSITION- 44 28 33.     (N) 103 48 50.     (W)   SCALED
 PU1688* NAVD 88 ORTHO HEIGHT -  1192.453 (meters)     3912.24  (feet) ADJUSTED
 PU1688  ______________________________________________________________________
 PU1688  GEOID HEIGHT    -        -14.502 (meters)                     GEOID18
 PU1688  DYNAMIC HEIGHT  -       1192.031 (meters)     3910.86  (feet) COMP
 PU1688  MODELED GRAVITY -    980,222.6   (mgal)                       NAVD 88
 PU1688
 PU1688  VERT ORDER      -  SECOND    CLASS 0
 PU1688
 PU1688.The horizontal coordinates were scaled from a map and have
 PU1688.an estimated accuracy of +/- 6 seconds.
 PU1688
 PU1688.The orthometric height was determined by differential leveling and
 PU1688.adjusted by the NATIONAL GEODETIC SURVEY
 PU1688.in June 1991.
 PU1688
 PU1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1688.GEOID18 height accuracy estimate available here.
 PU1688
 PU1688.Click photographs - Photos may exist for this station.
 PU1688
 PU1688.The dynamic height is computed by dividing the NAVD 88
 PU1688.geopotential number by the normal gravity value computed on the
 PU1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1688.degrees latitude (g = 980.6199 gals.).
 PU1688
 PU1688.The modeled gravity was interpolated from observed gravity values.
 PU1688
 PU1688;                    North         East    Units  Estimated Accuracy
 PU1688;SPC SD N     -    78,540.      296,670.      MT  (+/- 180 meters Scaled)
 PU1688
 PU1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK943254(NAD 83)
 PU1688
 PU1688                          SUPERSEDED SURVEY CONTROL
 PU1688
 PU1688  NGVD 29 (??/??/92) 1191.884  (m)         3910.37   (f) ADJ UNCH    2 0
 PU1688
 PU1688.Superseded values are not recommended for survey control.
 PU1688
 PU1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1688.See file dsdata.pdf to determine how the superseded data were derived.
 PU1688
 PU1688_MARKER: DB = BENCH MARK DISK
 PU1688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1688_SP_SET: CULVERT HEADWALL
 PU1688_STAMPING: S 376 1962
 PU1688_MARK LOGO: CGS
 PU1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1688+STABILITY: SURFACE MOTION
 PU1688
 PU1688  HISTORY     - Date     Condition        Report By
 PU1688  HISTORY     - 1962     MONUMENTED       CGS
 PU1688  HISTORY     - 1971     GOOD             NGS
 PU1688
 PU1688                          STATION DESCRIPTION
 PU1688
 PU1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PU1688'2.7 MI SE FROM SPEARFISH.
 PU1688'IT IS 2.7 MILES SOUTHEAST OF THE POST OFFICE IN SPEARFISH ALONG
 PU1688'U.S. HIGHWAY 85, AT A CULVERT UNDER THE HIGHWAY, 0.15 MILE
 PU1688'EAST OF A DIAMOND INTERCHANGE LEADING ONTO INTERSTATE HIGHWAY
 PU1688'90, 0.7 FOOT WEST OF THE EAST END OF THE NORTH HEADWALL, 16 FEET
 PU1688'NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT LOWER
 PU1688'THAN THE ROAD, SET HORIZONTALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2023 ***********************************************************************
 PU2023  DESIGNATION -  S 377
 PU2023  PID         -  PU2023
 PU2023  STATE/COUNTY-  SD/BUTTE
 PU2023  COUNTRY     -  US
 PU2023  USGS QUAD   -  FRUITDALE (2017)
 PU2023
 PU2023                         *CURRENT SURVEY CONTROL
 PU2023  ______________________________________________________________________
 PU2023* NAD 83(1986) POSITION- 44 38 52.     (N) 103 37 42.     (W)   SCALED
 PU2023* NAVD 88 ORTHO HEIGHT -   888.468 (meters)     2914.92  (feet) ADJUSTED
 PU2023  ______________________________________________________________________
 PU2023  GEOID HEIGHT    -        -15.738 (meters)                     GEOID18
 PU2023  DYNAMIC HEIGHT  -        888.227 (meters)     2914.12  (feet) COMP
 PU2023  MODELED GRAVITY -    980,316.7   (mgal)                       NAVD 88
 PU2023
 PU2023  VERT ORDER      -  SECOND    CLASS 0
 PU2023
 PU2023.The horizontal coordinates were scaled from a map and have
 PU2023.an estimated accuracy of +/- 6 seconds.
 PU2023
 PU2023.The orthometric height was determined by differential leveling and
 PU2023.adjusted by the NATIONAL GEODETIC SURVEY
 PU2023.in June 1991.
 PU2023
 PU2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2023.GEOID18 height accuracy estimate available here.
 PU2023
 PU2023.Click photographs - Photos may exist for this station.
 PU2023
 PU2023.The dynamic height is computed by dividing the NAVD 88
 PU2023.geopotential number by the normal gravity value computed on the
 PU2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2023.degrees latitude (g = 980.6199 gals.).
 PU2023
 PU2023.The modeled gravity was interpolated from observed gravity values.
 PU2023
 PU2023;                    North         East    Units  Estimated Accuracy
 PU2023;SPC SD N     -    96,950.      312,280.      MT  (+/- 180 meters Scaled)
 PU2023
 PU2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK087447(NAD 83)
 PU2023
 PU2023                          SUPERSEDED SURVEY CONTROL
 PU2023
 PU2023  NGVD 29 (??/??/92)  887.981  (m)         2913.32   (f) ADJ UNCH    2 0
 PU2023
 PU2023.Superseded values are not recommended for survey control.
 PU2023
 PU2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2023.See file dsdata.pdf to determine how the superseded data were derived.
 PU2023
 PU2023_MARKER: DB = BENCH MARK DISK
 PU2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2023_STAMPING: S 377 1962
 PU2023_MARK LOGO: CGS
 PU2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2023+STABILITY: SURFACE MOTION
 PU2023
 PU2023  HISTORY     - Date     Condition        Report By
 PU2023  HISTORY     - 1962     MONUMENTED       CGS
 PU2023
 PU2023                          STATION DESCRIPTION
 PU2023
 PU2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2023'5.2 MI SE FROM FRUITDALE.
 PU2023'1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU2023'FRUITDALE, THENCE 3.65 MILES EAST ALONG A GRAVELED ROAD, 5.6
 PU2023'MILES SOUTHWEST OF NISLAND, 49 FEET SOUTHEAST OF THE CENTER
 PU2023'OF THE INTERSECTION OF A GRAVELED ROAD NORTH AND A DIRT ROAD
 PU2023'SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET
 PU2023'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4 FEET SOUTH
 PU2023'OF TELEPHONE POLE 1, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT
 PU2023'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU2023'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0471 ***********************************************************************
 PU0471  DESIGNATION -  S 378
 PU0471  PID         -  PU0471
 PU0471  STATE/COUNTY-  SD/PENNINGTON
 PU0471  COUNTRY     -  US
 PU0471  USGS QUAD   -  CREIGHTON (2017)
 PU0471
 PU0471                         *CURRENT SURVEY CONTROL
 PU0471  ______________________________________________________________________
 PU0471* NAD 83(1986) POSITION- 44 22 23.     (N) 102 10 43.     (W)   SCALED
 PU0471* NAVD 88 ORTHO HEIGHT -   771.350 (meters)     2530.67  (feet) ADJUSTED
 PU0471  ______________________________________________________________________
 PU0471  GEOID HEIGHT    -        -19.479 (meters)                     GEOID18
 PU0471  DYNAMIC HEIGHT  -        771.146 (meters)     2530.00  (feet) COMP
 PU0471  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 PU0471
 PU0471  VERT ORDER      -  SECOND    CLASS 0
 PU0471
 PU0471.The horizontal coordinates were scaled from a map and have
 PU0471.an estimated accuracy of +/- 6 seconds.
 PU0471
 PU0471.The orthometric height was determined by differential leveling and
 PU0471.adjusted by the NATIONAL GEODETIC SURVEY
 PU0471.in June 1991.
 PU0471
 PU0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0471.GEOID18 height accuracy estimate available here.
 PU0471
 PU0471.Click photographs - Photos may exist for this station.
 PU0471
 PU0471.The dynamic height is computed by dividing the NAVD 88
 PU0471.geopotential number by the normal gravity value computed on the
 PU0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0471.degrees latitude (g = 980.6199 gals.).
 PU0471
 PU0471.The modeled gravity was interpolated from observed gravity values.
 PU0471
 PU0471;                    North         East    Units  Estimated Accuracy
 PU0471;SPC SD S     -   228,240.      452,940.      MT  (+/- 180 meters Scaled)
 PU0471
 PU0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK247171(NAD 83)
 PU0471
 PU0471                          SUPERSEDED SURVEY CONTROL
 PU0471
 PU0471  NGVD 29 (??/??/92)  770.890  (m)         2529.16   (f) ADJ UNCH    2 0
 PU0471
 PU0471.Superseded values are not recommended for survey control.
 PU0471
 PU0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0471.See file dsdata.pdf to determine how the superseded data were derived.
 PU0471
 PU0471_MARKER: DB = BENCH MARK DISK
 PU0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0471_STAMPING: S 378 1962
 PU0471_MARK LOGO: CGS
 PU0471_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0471+STABILITY: SURFACE MOTION
 PU0471
 PU0471  HISTORY     - Date     Condition        Report By
 PU0471  HISTORY     - 1962     MONUMENTED       CGS
 PU0471
 PU0471                          STATION DESCRIPTION
 PU0471
 PU0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0471'7.5 MI SW FROM PEDRO.
 PU0471'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0471'PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0471'JUNCTION, THENCE 6.1 MILES SOUTH-SOUTHWEST OF THE CENTER LINE
 PU0471'OF THE ROAD, 29 1/2 FEET WEST OF A POWER POLE, 1.7 FEET NORTH
 PU0471'OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 PU0471'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0471'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0575 ***********************************************************************
 PU0575  DESIGNATION -  S 379
 PU0575  PID         -  PU0575
 PU0575  STATE/COUNTY-  SD/PENNINGTON
 PU0575  COUNTRY     -  US
 PU0575  USGS QUAD   -  HORSE TOOTH (2017)
 PU0575
 PU0575                         *CURRENT SURVEY CONTROL
 PU0575  ______________________________________________________________________
 PU0575* NAD 83(1986) POSITION- 44 13 39.     (N) 102 05 16.     (W)   SCALED
 PU0575* NAVD 88 ORTHO HEIGHT -   805.400 (meters)     2642.38  (feet) ADJUSTED
 PU0575  ______________________________________________________________________
 PU0575  GEOID HEIGHT    -        -19.620 (meters)                     GEOID18
 PU0575  DYNAMIC HEIGHT  -        805.174 (meters)     2641.64  (feet) COMP
 PU0575  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 PU0575
 PU0575  VERT ORDER      -  SECOND    CLASS 0
 PU0575
 PU0575.The horizontal coordinates were scaled from a map and have
 PU0575.an estimated accuracy of +/- 6 seconds.
 PU0575
 PU0575.The orthometric height was determined by differential leveling and
 PU0575.adjusted by the NATIONAL GEODETIC SURVEY
 PU0575.in June 1991.
 PU0575
 PU0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0575.GEOID18 height accuracy estimate available here.
 PU0575
 PU0575.Click photographs - Photos may exist for this station.
 PU0575
 PU0575.The dynamic height is computed by dividing the NAVD 88
 PU0575.geopotential number by the normal gravity value computed on the
 PU0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0575.degrees latitude (g = 980.6199 gals.).
 PU0575
 PU0575.The modeled gravity was interpolated from observed gravity values.
 PU0575
 PU0575;                    North         East    Units  Estimated Accuracy
 PU0575;SPC SD S     -   211,910.      459,840.      MT  (+/- 180 meters Scaled)
 PU0575
 PU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK325012(NAD 83)
 PU0575
 PU0575                          SUPERSEDED SURVEY CONTROL
 PU0575
 PU0575  NGVD 29 (??/??/92)  804.942  (m)         2640.88   (f) ADJ UNCH    2 0
 PU0575
 PU0575.Superseded values are not recommended for survey control.
 PU0575
 PU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0575.See file dsdata.pdf to determine how the superseded data were derived.
 PU0575
 PU0575_MARKER: DB = BENCH MARK DISK
 PU0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0575_STAMPING: S 379 1962
 PU0575_MARK LOGO: CGS
 PU0575_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0575+STABILITY: SURFACE MOTION
 PU0575
 PU0575  HISTORY     - Date     Condition        Report By
 PU0575  HISTORY     - 1962     MONUMENTED       CGS
 PU0575
 PU0575                          STATION DESCRIPTION
 PU0575
 PU0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0575'20 MI NE FROM QUINN.
 PU0575'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0575'AT QUINN, THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0575'5.05 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST
 PU0575'ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTH ALONG A GRAVELED
 PU0575'ROAD, OR 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST
 PU0575'OFFICE AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES
 PU0575'EAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTH ALONG A TRACK
 PU0575'ROAD TO A VACANT FARMHOUSE, THENCE 1.05 MILES EAST-SOUTHEAST
 PU0575'ALONG A ROW OF TELEPHONE POLES, THENCE 0.55 MILE EAST-SOUTHEAST
 PU0575'ALONG A TRAIL ROAD TO A GATE, THENCE 1.2 MILES EAST ALONG THE
 PU0575'SOUTH SIDE OF A FENCE AND A PRIVATE DIRT ROAD, THENCE 0.9 MILE
 PU0575'SOUTH ALONG A GRAVELED ROAD, 0.3 MILE NORTH OF A SMALL STOCK
 PU0575'DAM ON THE EAST SIDE OF THE ROAD, 59.5 FEET NORTH OF A POWER
 PU0575'POLE, 47 FEET NORTH OF THE CENTER OF A GATE, 37 1/2 FEET EAST
 PU0575'OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST OF A FENCE, 2.3
 PU0575'FEET EAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL
 PU0575'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0575'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0167 ***********************************************************************
 OS0167  DESIGNATION -  S 38
 OS0167  PID         -  OS0167
 OS0167  STATE/COUNTY-  SD/TODD
 OS0167  COUNTRY     -  US
 OS0167  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0167
 OS0167                         *CURRENT SURVEY CONTROL
 OS0167  ______________________________________________________________________
 OS0167* NAD 83(1986) POSITION- 43 03 03.     (N) 100 36 36.     (W)   SCALED
 OS0167* NAVD 88 ORTHO HEIGHT -   831.263 (meters)     2727.24  (feet) ADJUSTED
 OS0167  ______________________________________________________________________
 OS0167  GEOID HEIGHT    -        -22.300 (meters)                     GEOID18
 OS0167  DYNAMIC HEIGHT  -        830.924 (meters)     2726.12  (feet) COMP
 OS0167  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 OS0167
 OS0167  VERT ORDER      -  FIRST     CLASS II
 OS0167
 OS0167.The horizontal coordinates were scaled from a map and have
 OS0167.an estimated accuracy of +/- 6 seconds.
 OS0167
 OS0167.The orthometric height was determined by differential leveling and
 OS0167.adjusted by the NATIONAL GEODETIC SURVEY
 OS0167.in June 1991.
 OS0167
 OS0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0167.GEOID18 height accuracy estimate available here.
 OS0167
 OS0167.Click photographs - Photos may exist for this station.
 OS0167
 OS0167.The dynamic height is computed by dividing the NAVD 88
 OS0167.geopotential number by the normal gravity value computed on the
 OS0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0167.degrees latitude (g = 980.6199 gals.).
 OS0167
 OS0167.The modeled gravity was interpolated from observed gravity values.
 OS0167
 OS0167;                    North         East    Units  Estimated Accuracy
 OS0167;SPC SD S     -    79,750.      577,460.      MT  (+/- 180 meters Scaled)
 OS0167
 OS0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN688677(NAD 83)
 OS0167
 OS0167                          SUPERSEDED SURVEY CONTROL
 OS0167
 OS0167  NGVD 29 (??/??/92)  830.934  (m)         2726.16   (f) ADJ UNCH    1 2
 OS0167
 OS0167.Superseded values are not recommended for survey control.
 OS0167
 OS0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0167.See file dsdata.pdf to determine how the superseded data were derived.
 OS0167
 OS0167_MARKER: DB = BENCH MARK DISK
 OS0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0167_STAMPING: S 38 1933
 OS0167_MARK LOGO: CGS
 OS0167_PROJECTION: RECESSED 15 CENTIMETERS
 OS0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0167+STABILITY: SURFACE MOTION
 OS0167
 OS0167  HISTORY     - Date     Condition        Report By
 OS0167  HISTORY     - 1933     MONUMENTED       CGS
 OS0167  HISTORY     - 1967     MARK NOT FOUND   USGS
 OS0167  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0167
 OS0167                          STATION DESCRIPTION
 OS0167
 OS0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0167'19.6 MI S FROM MISSION.
 OS0167'IN TODD COUNTY, SOUTH DAKOTA, ABOUT 19.6 MILES SOUTH ALONG
 OS0167'U.S. HIGHWAY 83 FROM MISSION, TODD COUNTY, SOUTH DAKOTA ABOUT
 OS0167'14.6 MILES NORTH OF VALENTINE, CHERRY COUNTY, NEBRASKA, IN THE
 OS0167'SOUTHEAST CORNER OF THE ROCK CREEK SCHOOL YARD (SCHOOL DESTROYED),
 OS0167'83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE
 OS0167'FOUNDATION, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 OS0167'14 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF THE
 OS0167'FENCE CORNER, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.
 OS0167'A STANDARD DISK, STAMPED S 38 1933 AND SET IN THE TOP OF A
 OS0167'CONCRETE POST WHICH IS ABOUT 6 INCHES UNDERGROUND.  NOTE-- ROCK
 OS0167'CREEK SCHOOL OR ITS FOUNDATON IS NOT THERE.
 OS0167
 OS0167                          STATION RECOVERY (1967)
 OS0167
 OS0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0167'MARK NOT FOUND.
 OS0167
 OS0167                          STATION RECOVERY (1992)
 OS0167
 OS0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0167'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0515 ***********************************************************************
 PU0515  DESIGNATION -  S 380
 PU0515  PID         -  PU0515
 PU0515  STATE/COUNTY-  SD/PENNINGTON
 PU0515  COUNTRY     -  US
 PU0515  USGS QUAD   -  WASTA NE (2017)
 PU0515
 PU0515                         *CURRENT SURVEY CONTROL
 PU0515  ______________________________________________________________________
 PU0515* NAD 83(1986) POSITION- 44 12 41.     (N) 102 21 31.     (W)   SCALED
 PU0515* NAVD 88 ORTHO HEIGHT -   684.950 (meters)     2247.21  (feet) ADJUSTED
 PU0515  ______________________________________________________________________
 PU0515  GEOID HEIGHT    -        -18.919 (meters)                     GEOID18
 PU0515  DYNAMIC HEIGHT  -        684.767 (meters)     2246.61  (feet) COMP
 PU0515  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 PU0515
 PU0515  VERT ORDER      -  SECOND    CLASS 0
 PU0515
 PU0515.The horizontal coordinates were scaled from a map and have
 PU0515.an estimated accuracy of +/- 6 seconds.
 PU0515
 PU0515.The orthometric height was determined by differential leveling and
 PU0515.adjusted by the NATIONAL GEODETIC SURVEY
 PU0515.in June 1991.
 PU0515
 PU0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0515.GEOID18 height accuracy estimate available here.
 PU0515
 PU0515.Click photographs - Photos may exist for this station.
 PU0515
 PU0515.The dynamic height is computed by dividing the NAVD 88
 PU0515.geopotential number by the normal gravity value computed on the
 PU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0515.degrees latitude (g = 980.6199 gals.).
 PU0515
 PU0515.The modeled gravity was interpolated from observed gravity values.
 PU0515
 PU0515;                    North         East    Units  Estimated Accuracy
 PU0515;SPC SD S     -   210,620.      438,160.      MT  (+/- 180 meters Scaled)
 PU0515
 PU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ110987(NAD 83)
 PU0515
 PU0515                          SUPERSEDED SURVEY CONTROL
 PU0515
 PU0515  NGVD 29 (??/??/92)  684.503  (m)         2245.74   (f) ADJ UNCH    2 0
 PU0515
 PU0515.Superseded values are not recommended for survey control.
 PU0515
 PU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0515.See file dsdata.pdf to determine how the superseded data were derived.
 PU0515
 PU0515_MARKER: DB = BENCH MARK DISK
 PU0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0515_STAMPING: S 380 1962
 PU0515_MARK LOGO: CGS
 PU0515_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0515_ROD/PIPE-DEPTH: 7.3 meters
 PU0515
 PU0515  HISTORY     - Date     Condition        Report By
 PU0515  HISTORY     - 1962     MONUMENTED       CGS
 PU0515
 PU0515                          STATION DESCRIPTION
 PU0515
 PU0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0515'15 MI SW FROM CREIGHTON.
 PU0515'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0515'AND SERVICE STATION AT CREIGHTON, THENCE 3.0 MILES WEST ALONG
 PU0515'A GRAVELED ROAD, THENCE 3.7 MILES NORTHWEST ALONG A GRAVELED
 PU0515'ROAD, THENCE 2.95 MILES NORTHWEST ALONG A GRADED DIRT ROAD,
 PU0515'0.8 MILE SOUTHEAST OF A SET OF RANCH BUILDINGS ON THE BANK OF
 PU0515'THE CHEYENNE RIVER, 0.6 MILE NORTHEAST OF A ROAD JUNCTION,
 PU0515'59 FEET NORTH OF A CORNER FENCE POST, 30 FEET NORTH OF THE CENTER
 PU0515'OF A WIRE GATE, 6 INCHES WEST OF A FENCE, 1.5 FEET NORTH OF A
 PU0515'METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER-COATED
 PU0515'ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A
 PU0515'6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0089 ***********************************************************************
 OT0089  DESIGNATION -  S 381
 OT0089  PID         -  OT0089
 OT0089  STATE/COUNTY-  SD/PENNINGTON
 OT0089  COUNTRY     -  US
 OT0089  USGS QUAD   -  QUINN TABLE (2017)
 OT0089
 OT0089                         *CURRENT SURVEY CONTROL
 OT0089  ______________________________________________________________________
 OT0089* NAD 83(1986) POSITION- 43 58 47.     (N) 102 22 36.     (W)   SCALED
 OT0089* NAVD 88 ORTHO HEIGHT -   872.291 (meters)     2861.84  (feet) ADJUSTED
 OT0089  ______________________________________________________________________
 OT0089  GEOID HEIGHT    -        -18.595 (meters)                     GEOID18
 OT0089  DYNAMIC HEIGHT  -        872.025 (meters)     2860.97  (feet) COMP
 OT0089  MODELED GRAVITY -    980,283.8   (mgal)                       NAVD 88
 OT0089
 OT0089  VERT ORDER      -  SECOND    CLASS 0
 OT0089
 OT0089.The horizontal coordinates were scaled from a map and have
 OT0089.an estimated accuracy of +/- 6 seconds.
 OT0089
 OT0089.The orthometric height was determined by differential leveling and
 OT0089.adjusted by the NATIONAL GEODETIC SURVEY
 OT0089.in June 1991.
 OT0089
 OT0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0089.GEOID18 height accuracy estimate available here.
 OT0089
 OT0089.Click photographs - Photos may exist for this station.
 OT0089
 OT0089.The dynamic height is computed by dividing the NAVD 88
 OT0089.geopotential number by the normal gravity value computed on the
 OT0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0089.degrees latitude (g = 980.6199 gals.).
 OT0089
 OT0089.The modeled gravity was interpolated from observed gravity values.
 OT0089
 OT0089;                    North         East    Units  Estimated Accuracy
 OT0089;SPC SD S     -   184,920.      436,090.      MT  (+/- 180 meters Scaled)
 OT0089
 OT0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ103729(NAD 83)
 OT0089
 OT0089                          SUPERSEDED SURVEY CONTROL
 OT0089
 OT0089  NGVD 29 (??/??/92)  871.839  (m)         2860.36   (f) ADJ UNCH    2 0
 OT0089
 OT0089.Superseded values are not recommended for survey control.
 OT0089
 OT0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0089.See file dsdata.pdf to determine how the superseded data were derived.
 OT0089
 OT0089_MARKER: DB = BENCH MARK DISK
 OT0089_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0089+WITH SETTING: INFORMATION.
 OT0089_STAMPING: S 381 1962
 OT0089_MARK LOGO: CGS
 OT0089_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0089_ROD/PIPE-DEPTH: 2.4 meters
 OT0089
 OT0089  HISTORY     - Date     Condition        Report By
 OT0089  HISTORY     - 1962     MONUMENTED       CGS
 OT0089
 OT0089                          STATION DESCRIPTION
 OT0089
 OT0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0089'11.9 MI SE FROM WASTA.
 OT0089'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0089'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 OT0089'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0089'SOUTH-SOUTHWEST ALONG WINDING PARTIALLY GRAVELED AND GRADED DIRT
 OT0089'ROAD, THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD, IN SECTION
 OT0089'7 T 1 S R 14 E, ABOUT 200 FEET SOUTHWEST OF THE CREST OF A
 OT0089'SMALL HILL, ABOUT 400 FEET EAST-NORTHEAST OF A SLIGHT CURVE,
 OT0089'62 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8 INCHES
 OT0089'NORTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 OT0089'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 OT0089'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET
 OT0089'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0495 ***********************************************************************
 OS0495  DESIGNATION -  S 382
 OS0495  PID         -  OS0495
 OS0495  STATE/COUNTY-  SD/JACKSON
 OS0495  COUNTRY     -  US
 OS0495  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0495
 OS0495                         *CURRENT SURVEY CONTROL
 OS0495  ______________________________________________________________________
 OS0495* NAD 83(1986) POSITION- 43 50 01.     (N) 101 56 24.     (W)   SCALED
 OS0495* NAVD 88 ORTHO HEIGHT -   783.331 (meters)     2569.98  (feet) ADJUSTED
 OS0495  ______________________________________________________________________
 OS0495  GEOID HEIGHT    -        -20.035 (meters)                     GEOID18
 OS0495  DYNAMIC HEIGHT  -        783.080 (meters)     2569.16  (feet) COMP
 OS0495  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 OS0495
 OS0495  VERT ORDER      -  FIRST     CLASS II
 OS0495
 OS0495.The horizontal coordinates were scaled from a map and have
 OS0495.an estimated accuracy of +/- 6 seconds.
 OS0495
 OS0495.The orthometric height was determined by differential leveling and
 OS0495.adjusted by the NATIONAL GEODETIC SURVEY
 OS0495.in June 1991.
 OS0495
 OS0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0495.GEOID18 height accuracy estimate available here.
 OS0495
 OS0495.Click photographs - Photos may exist for this station.
 OS0495
 OS0495.The dynamic height is computed by dividing the NAVD 88
 OS0495.geopotential number by the normal gravity value computed on the
 OS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0495.degrees latitude (g = 980.6199 gals.).
 OS0495
 OS0495.The modeled gravity was interpolated from observed gravity values.
 OS0495
 OS0495;                    North         East    Units  Estimated Accuracy
 OS0495;SPC SD S     -   167,920.      470,800.      MT  (+/- 180 meters Scaled)
 OS0495
 OS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP636575(NAD 83)
 OS0495
 OS0495                          SUPERSEDED SURVEY CONTROL
 OS0495
 OS0495  NGVD 29 (??/??/92)  782.879  (m)         2568.50   (f) ADJ UNCH    1 2
 OS0495
 OS0495.Superseded values are not recommended for survey control.
 OS0495
 OS0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0495.See file dsdata.pdf to determine how the superseded data were derived.
 OS0495
 OS0495_MARKER: DB = BENCH MARK DISK
 OS0495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0495_SP_SET: HEADWALL
 OS0495_STAMPING: S 382 1962
 OS0495_MARK LOGO: CGS
 OS0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0495+STABILITY: SURFACE MOTION
 OS0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0495+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0495
 OS0495  HISTORY     - Date     Condition        Report By
 OS0495  HISTORY     - 1962     MONUMENTED       CGS
 OS0495  HISTORY     - 1985     GOOD             NGS
 OS0495  HISTORY     - 20130116 GOOD             INDIV
 OS0495
 OS0495                          STATION DESCRIPTION
 OS0495
 OS0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0495'7.1 MI N FROM CEDAR PASS.
 OS0495'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0495'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.55
 OS0495'MILES NORTH ALONG A GRAVELED ROAD AT THE SOUTH END OF A CURVE
 OS0495'WITH TANGENT TO THE EAST, AND JUNCTION OF A GRADED DIRT ROAD
 OS0495'LEADING NORTH, 0.15 MILE SOUTH OF A CATTLE GUARD, 20 FEET WEST
 OS0495'OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT 2 FEET BELOW
 OS0495'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE SOUTH END OF THE
 OS0495'WEST CONCRETE HEADWALL OF A LARGE BOX TYPE CULVERT.
 OS0495
 OS0495                          STATION RECOVERY (1985)
 OS0495
 OS0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0495'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 OS0495'MI) NORTHEAST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF STATE
 OS0495'HIGHWAY 44 IN INTERIOR, THENCE 2.8 KM (1.75 MI) NORTHEAST ALONG STATE
 OS0495'HIGHWAY 240, THENCE 8.5 KM (5.3 MI) NORTH ALONG A DIRT ROAD, IN TOP OF
 OS0495'THE SOUTH END OF THE WEST HEADWALL FOR A 6- BY 7-FOOT BOX CULVERT, AT
 OS0495'THE Y JUNCTION OF DIRT ROADS AND 6.1 METERS (20 FT) WEST OF THE CENTER
 OS0495'OF THE ROAD.
 OS0495'THE MARK IS 0.6 M BELOW THE ROAD.
 OS0495
 OS0495                          STATION RECOVERY (2013)
 OS0495
 OS0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0722 ***********************************************************************
 PT0722  DESIGNATION -  S 383
 PT0722  PID         -  PT0722
 PT0722  STATE/COUNTY-  SD/HAAKON
 PT0722  COUNTRY     -  US
 PT0722  USGS QUAD   -  BOWEN RANCH (2017)
 PT0722
 PT0722                         *CURRENT SURVEY CONTROL
 PT0722  ______________________________________________________________________
 PT0722* NAD 83(1986) POSITION- 44 06 37.     (N) 101 50 50.     (W)   SCALED
 PT0722* NAVD 88 ORTHO HEIGHT -   726.880 (meters)     2384.77  (feet) ADJUSTED
 PT0722  ______________________________________________________________________
 PT0722  GEOID HEIGHT    -        -20.414 (meters)                     GEOID18
 PT0722  DYNAMIC HEIGHT  -        726.669 (meters)     2384.08  (feet) COMP
 PT0722  MODELED GRAVITY -    980,304.5   (mgal)                       NAVD 88
 PT0722
 PT0722  VERT ORDER      -  SECOND    CLASS 0
 PT0722
 PT0722.The horizontal coordinates were scaled from a map and have
 PT0722.an estimated accuracy of +/- 6 seconds.
 PT0722
 PT0722.The orthometric height was determined by differential leveling and
 PT0722.adjusted by the NATIONAL GEODETIC SURVEY
 PT0722.in June 1991.
 PT0722
 PT0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0722.GEOID18 height accuracy estimate available here.
 PT0722
 PT0722.Click photographs - Photos may exist for this station.
 PT0722
 PT0722.The dynamic height is computed by dividing the NAVD 88
 PT0722.geopotential number by the normal gravity value computed on the
 PT0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0722.degrees latitude (g = 980.6199 gals.).
 PT0722
 PT0722.The modeled gravity was interpolated from observed gravity values.
 PT0722
 PT0722;                    North         East    Units  Estimated Accuracy
 PT0722;SPC SD S     -   198,510.      478,820.      MT  (+/- 180 meters Scaled)
 PT0722
 PT0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP721880(NAD 83)
 PT0722
 PT0722                          SUPERSEDED SURVEY CONTROL
 PT0722
 PT0722  NGVD 29 (??/??/92)  726.421  (m)         2383.27   (f) ADJ UNCH    2 0
 PT0722
 PT0722.Superseded values are not recommended for survey control.
 PT0722
 PT0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0722.See file dsdata.pdf to determine how the superseded data were derived.
 PT0722
 PT0722_MARKER: DB = BENCH MARK DISK
 PT0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0722_STAMPING: S 383 1962
 PT0722_MARK LOGO: CGS
 PT0722_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0722+STABILITY: SURFACE MOTION
 PT0722
 PT0722  HISTORY     - Date     Condition        Report By
 PT0722  HISTORY     - 1962     MONUMENTED       CGS
 PT0722
 PT0722                          STATION DESCRIPTION
 PT0722
 PT0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0722'12.5 MI S FROM HILLAND.
 PT0722'ABOUT 0.5 MILES EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0722'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0722'ROAD, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0722'5.0 MILES SOUTH ALONG A GRAVELED ROAD, AT THE JUNCTION OF AN
 PT0722'EAST-WEST ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 PT0722'ROAD, 8 FEET WEST OF THE PROJECTING CENTER LINE OF A ROAD
 PT0722'LEADING NORTH, 17 FEET EAST OF THE CENTER OF A WIRE GATE, 1
 PT0722'1/2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS
 PT0722'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PT0722'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0110 ***********************************************************************
 OT0110  DESIGNATION -  S 384
 OT0110  PID         -  OT0110
 OT0110  STATE/COUNTY-  SD/PENNINGTON
 OT0110  COUNTRY     -  US
 OT0110  USGS QUAD   -  WALL (2017)
 OT0110
 OT0110                         *CURRENT SURVEY CONTROL
 OT0110  ______________________________________________________________________
 OT0110* NAD 83(1986) POSITION- 43 59 15.     (N) 102 13 37.     (W)   SCALED
 OT0110* NAVD 88 ORTHO HEIGHT -   838.919 (meters)     2752.35  (feet) ADJUSTED
 OT0110  ______________________________________________________________________
 OT0110  GEOID HEIGHT    -        -19.052 (meters)                     GEOID18
 OT0110  DYNAMIC HEIGHT  -        838.661 (meters)     2751.51  (feet) COMP
 OT0110  MODELED GRAVITY -    980,282.0   (mgal)                       NAVD 88
 OT0110
 OT0110  VERT ORDER      -  SECOND    CLASS 0
 OT0110
 OT0110.The horizontal coordinates were scaled from a map and have
 OT0110.an estimated accuracy of +/- 6 seconds.
 OT0110
 OT0110.The orthometric height was determined by differential leveling and
 OT0110.adjusted by the NATIONAL GEODETIC SURVEY
 OT0110.in June 1991.
 OT0110
 OT0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0110.GEOID18 height accuracy estimate available here.
 OT0110
 OT0110.Click photographs - Photos may exist for this station.
 OT0110
 OT0110.The dynamic height is computed by dividing the NAVD 88
 OT0110.geopotential number by the normal gravity value computed on the
 OT0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0110.degrees latitude (g = 980.6199 gals.).
 OT0110
 OT0110.The modeled gravity was interpolated from observed gravity values.
 OT0110
 OT0110;                    North         East    Units  Estimated Accuracy
 OT0110;SPC SD S     -   185,500.      448,110.      MT  (+/- 180 meters Scaled)
 OT0110
 OT0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ223742(NAD 83)
 OT0110
 OT0110                          SUPERSEDED SURVEY CONTROL
 OT0110
 OT0110  NGVD 29 (??/??/92)  838.458  (m)         2750.84   (f) ADJ UNCH    2 0
 OT0110
 OT0110.Superseded values are not recommended for survey control.
 OT0110
 OT0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0110.See file dsdata.pdf to determine how the superseded data were derived.
 OT0110
 OT0110_MARKER: DB = BENCH MARK DISK
 OT0110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0110_SP_SET: CULVERT HEADWALL
 OT0110_STAMPING: S 384 1962
 OT0110_MARK LOGO: CGS
 OT0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0110+STABILITY: SURFACE MOTION
 OT0110
 OT0110  HISTORY     - Date     Condition        Report By
 OT0110  HISTORY     - 1962     MONUMENTED       CGS
 OT0110
 OT0110                          STATION DESCRIPTION
 OT0110
 OT0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0110'1 MI E FROM WALL.
 OT0110'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0110'WALL, THENCE 0.8 MILE EAST ALONG U.S. HIGHWAY 14 AND 16, IN
 OT0110'SECTION 5, T 1 S, R 16 E, 40 FEET NORTH OF THE CENTER LINE OF
 OT0110'THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 OT0110'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 OT0110'BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0156 ***********************************************************************
 OT0156  DESIGNATION -  S 385
 OT0156  PID         -  OT0156
 OT0156  STATE/COUNTY-  SD/PENNINGTON
 OT0156  COUNTRY     -  US
 OT0156  USGS QUAD   -  WALL NE (2017)
 OT0156
 OT0156                         *CURRENT SURVEY CONTROL
 OT0156  ______________________________________________________________________
 OT0156* NAD 83(1986) POSITION- 43 58 39.     (N) 102 03 28.     (W)   SCALED
 OT0156* NAVD 88 ORTHO HEIGHT -   772.690 (meters)     2535.07  (feet) ADJUSTED
 OT0156  ______________________________________________________________________
 OT0156  GEOID HEIGHT    -        -19.646 (meters)                     GEOID18
 OT0156  DYNAMIC HEIGHT  -        772.458 (meters)     2534.31  (feet) COMP
 OT0156  MODELED GRAVITY -    980,292.6   (mgal)                       NAVD 88
 OT0156
 OT0156  VERT ORDER      -  SECOND    CLASS 0
 OT0156
 OT0156.The horizontal coordinates were scaled from a map and have
 OT0156.an estimated accuracy of +/- 6 seconds.
 OT0156
 OT0156.The orthometric height was determined by differential leveling and
 OT0156.adjusted by the NATIONAL GEODETIC SURVEY
 OT0156.in June 1991.
 OT0156
 OT0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0156.GEOID18 height accuracy estimate available here.
 OT0156
 OT0156.Click photographs - Photos may exist for this station.
 OT0156
 OT0156.The dynamic height is computed by dividing the NAVD 88
 OT0156.geopotential number by the normal gravity value computed on the
 OT0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0156.degrees latitude (g = 980.6199 gals.).
 OT0156
 OT0156.The modeled gravity was interpolated from observed gravity values.
 OT0156
 OT0156;                    North         East    Units  Estimated Accuracy
 OT0156;SPC SD S     -   184,090.      461,660.      MT  (+/- 180 meters Scaled)
 OT0156
 OT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ359735(NAD 83)
 OT0156
 OT0156                          SUPERSEDED SURVEY CONTROL
 OT0156
 OT0156  NGVD 29 (??/??/92)  772.238  (m)         2533.58   (f) ADJ UNCH    2 0
 OT0156
 OT0156.Superseded values are not recommended for survey control.
 OT0156
 OT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0156.See file dsdata.pdf to determine how the superseded data were derived.
 OT0156
 OT0156_MARKER: DB = BENCH MARK DISK
 OT0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0156_STAMPING: S 385 1962
 OT0156_MARK LOGO: CGS
 OT0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0156+STABILITY: SURFACE MOTION
 OT0156
 OT0156  HISTORY     - Date     Condition        Report By
 OT0156  HISTORY     - 1962     MONUMENTED       CGS
 OT0156  HISTORY     - 1962     GOOD             CGS
 OT0156
 OT0156                          STATION DESCRIPTION
 OT0156
 OT0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0156'3.7 MI E FROM QUINN.
 OT0156'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0156'QUINN, THENCE 3.5 MILES EAST ALONG U.S. HIGHWAY 14, IN SECTION
 OT0156'11, T 1 S, R 17 E, 0.1 MILE EAST OF A NORTH-SOUTH ROAD JUNCTION,
 OT0156'100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 98 FEET SOUTH
 OT0156'OF THE SOUTH RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY, 1
 OT0156'FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST,
 OT0156'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 OT0156'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 OT0156
 OT0156                          STATION RECOVERY (1962)
 OT0156
 OT0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0565 ***********************************************************************
 OS0565  DESIGNATION -  S 386
 OS0565  PID         -  OS0565
 OS0565  STATE/COUNTY-  SD/JACKSON
 OS0565  COUNTRY     -  US
 OS0565  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0565
 OS0565                         *CURRENT SURVEY CONTROL
 OS0565  ______________________________________________________________________
 OS0565* NAD 83(1986) POSITION- 43 56 13.     (N) 101 51 38.     (W)   SCALED
 OS0565* NAVD 88 ORTHO HEIGHT -   754.758 (meters)     2476.24  (feet) ADJUSTED
 OS0565  ______________________________________________________________________
 OS0565  GEOID HEIGHT    -        -20.356 (meters)                     GEOID18
 OS0565  DYNAMIC HEIGHT  -        754.528 (meters)     2475.48  (feet) COMP
 OS0565  MODELED GRAVITY -    980,288.0   (mgal)                       NAVD 88
 OS0565
 OS0565  VERT ORDER      -  SECOND    CLASS 0
 OS0565
 OS0565.The horizontal coordinates were scaled from a map and have
 OS0565.an estimated accuracy of +/- 6 seconds.
 OS0565
 OS0565.The orthometric height was determined by differential leveling and
 OS0565.adjusted by the NATIONAL GEODETIC SURVEY
 OS0565.in June 1991.
 OS0565
 OS0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0565.GEOID18 height accuracy estimate available here.
 OS0565
 OS0565.Click photographs - Photos may exist for this station.
 OS0565
 OS0565.The dynamic height is computed by dividing the NAVD 88
 OS0565.geopotential number by the normal gravity value computed on the
 OS0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0565.degrees latitude (g = 980.6199 gals.).
 OS0565
 OS0565.The modeled gravity was interpolated from observed gravity values.
 OS0565
 OS0565;                    North         East    Units  Estimated Accuracy
 OS0565;SPC SD S     -   179,280.      477,390.      MT  (+/- 180 meters Scaled)
 OS0565
 OS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP704688(NAD 83)
 OS0565
 OS0565                          SUPERSEDED SURVEY CONTROL
 OS0565
 OS0565  NGVD 29 (??/??/92)  754.306  (m)         2474.75   (f) ADJ UNCH    2 0
 OS0565
 OS0565.Superseded values are not recommended for survey control.
 OS0565
 OS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0565.See file dsdata.pdf to determine how the superseded data were derived.
 OS0565
 OS0565_MARKER: DB = BENCH MARK DISK
 OS0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0565_SP_SET: BRIDGE ABUTMENT
 OS0565_STAMPING: S 386 1962
 OS0565_MARK LOGO: CGS
 OS0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0565
 OS0565  HISTORY     - Date     Condition        Report By
 OS0565  HISTORY     - 1962     MONUMENTED       CGS
 OS0565
 OS0565                          STATION DESCRIPTION
 OS0565
 OS0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0565'4.7 MI SE FROM COTTONWOOD.
 OS0565'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0565'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0565'THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD, 8 FEET WEST OF THE
 OS0565'CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 OS0565'ROAD, AND SET IN THE TOP OF THE WEST END OF NORTH ABUTMENT
 OS0565'OF A CATTLE GUARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1851 ***********************************************************************
 PU1851  DESIGNATION -  S 387
 PU1851  PID         -  PU1851
 PU1851  STATE/COUNTY-  SD/BUTTE
 PU1851  COUNTRY     -  US
 PU1851  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1851
 PU1851                         *CURRENT SURVEY CONTROL
 PU1851  ______________________________________________________________________
 PU1851* NAD 83(1986) POSITION- 44 53 54.     (N) 103 49 38.     (W)   SCALED
 PU1851* NAVD 88 ORTHO HEIGHT -   918.148 (meters)     3012.29  (feet) ADJUSTED
 PU1851  ______________________________________________________________________
 PU1851  GEOID HEIGHT    -        -15.806 (meters)                     GEOID18
 PU1851  DYNAMIC HEIGHT  -        917.910 (meters)     3011.51  (feet) COMP
 PU1851  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 PU1851
 PU1851  VERT ORDER      -  SECOND    CLASS 0
 PU1851
 PU1851.The horizontal coordinates were scaled from a map and have
 PU1851.an estimated accuracy of +/- 6 seconds.
 PU1851
 PU1851.The orthometric height was determined by differential leveling and
 PU1851.adjusted by the NATIONAL GEODETIC SURVEY
 PU1851.in June 1991.
 PU1851
 PU1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1851.GEOID18 height accuracy estimate available here.
 PU1851
 PU1851.Click photographs - Photos may exist for this station.
 PU1851
 PU1851.The dynamic height is computed by dividing the NAVD 88
 PU1851.geopotential number by the normal gravity value computed on the
 PU1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1851.degrees latitude (g = 980.6199 gals.).
 PU1851
 PU1851.The modeled gravity was interpolated from observed gravity values.
 PU1851
 PU1851;                    North         East    Units  Estimated Accuracy
 PU1851;SPC SD N     -   125,490.      297,830.      MT  (+/- 180 meters Scaled)
 PU1851
 PU1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK925723(NAD 83)
 PU1851
 PU1851                          SUPERSEDED SURVEY CONTROL
 PU1851
 PU1851  NGVD 29 (??/??/92)  917.661  (m)         3010.69   (f) ADJ UNCH    2 0
 PU1851
 PU1851.Superseded values are not recommended for survey control.
 PU1851
 PU1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1851.See file dsdata.pdf to determine how the superseded data were derived.
 PU1851
 PU1851_MARKER: DB = BENCH MARK DISK
 PU1851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1851_STAMPING: S 387 1962
 PU1851_MARK LOGO: CGS
 PU1851_PROJECTION: FLUSH
 PU1851_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1851
 PU1851  HISTORY     - Date     Condition        Report By
 PU1851  HISTORY     - 1962     MONUMENTED       CGS
 PU1851
 PU1851                          STATION DESCRIPTION
 PU1851
 PU1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1851'17.3 MI N FROM BELLE FOURCHE.
 PU1851'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1851'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 3.85
 PU1851'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 PU1851'PRIVATE TRAIL ROAD ACROSS COUNTRY, 0.35 MILE WEST OF THE NORTH
 PU1851'END OF AN EARTH DAM, 44 FEET SOUTH OF THE CENTER LINE OF THE
 PU1851'ROAD, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1851'ROAD, AND WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6
 PU1851'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0617 ***********************************************************************
 PT0617  DESIGNATION -  S 388
 PT0617  PID         -  PT0617
 PT0617  STATE/COUNTY-  SD/HAAKON
 PT0617  COUNTRY     -  US
 PT0617  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0617
 PT0617                         *CURRENT SURVEY CONTROL
 PT0617  ______________________________________________________________________
 PT0617* NAD 83(1986) POSITION- 44 00 13.     (N) 101 56 51.     (W)   SCALED
 PT0617* NAVD 88 ORTHO HEIGHT -   815.451 (meters)     2675.36  (feet) ADJUSTED
 PT0617  ______________________________________________________________________
 PT0617  GEOID HEIGHT    -        -20.055 (meters)                     GEOID18
 PT0617  DYNAMIC HEIGHT  -        815.203 (meters)     2674.55  (feet) COMP
 PT0617  MODELED GRAVITY -    980,287.8   (mgal)                       NAVD 88
 PT0617
 PT0617  VERT ORDER      -  SECOND    CLASS 0
 PT0617
 PT0617.The horizontal coordinates were scaled from a map and have
 PT0617.an estimated accuracy of +/- 6 seconds.
 PT0617
 PT0617.The orthometric height was determined by differential leveling and
 PT0617.adjusted by the NATIONAL GEODETIC SURVEY
 PT0617.in June 1991.
 PT0617
 PT0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0617.GEOID18 height accuracy estimate available here.
 PT0617
 PT0617.Click photographs - Photos may exist for this station.
 PT0617
 PT0617.The dynamic height is computed by dividing the NAVD 88
 PT0617.geopotential number by the normal gravity value computed on the
 PT0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0617.degrees latitude (g = 980.6199 gals.).
 PT0617
 PT0617.The modeled gravity was interpolated from observed gravity values.
 PT0617
 PT0617;                    North         East    Units  Estimated Accuracy
 PT0617;SPC SD S     -   186,810.      470,560.      MT  (+/- 180 meters Scaled)
 PT0617
 PT0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP636764(NAD 83)
 PT0617
 PT0617                          SUPERSEDED SURVEY CONTROL
 PT0617
 PT0617  NGVD 29 (??/??/92)  814.996  (m)         2673.87   (f) ADJ UNCH    2 0
 PT0617
 PT0617.Superseded values are not recommended for survey control.
 PT0617
 PT0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0617.See file dsdata.pdf to determine how the superseded data were derived.
 PT0617
 PT0617_MARKER: DB = BENCH MARK DISK
 PT0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0617_STAMPING: S 388 1962
 PT0617_MARK LOGO: CGS
 PT0617_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0617+STABILITY: SURFACE MOTION
 PT0617
 PT0617  HISTORY     - Date     Condition        Report By
 PT0617  HISTORY     - 1962     MONUMENTED       CGS
 PT0617
 PT0617                          STATION DESCRIPTION
 PT0617
 PT0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0617'5 MI N FROM COTTONWOOD.
 PT0617'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 PT0617'AT COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0617'2.8 MILES NORTH ALONG A GRADED DIRT ROAD, 0.65 MILE NORTH OF A
 PT0617'CURVE IN THE ROAD ABOUT 300 FEET NORTH OF A CREST OF A HILL, 35
 PT0617'FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET NORTH OF
 PT0617'THE CENTER LINE OF A GATE, 1 FOOT EAST OF A FENCE, 1.5 FEET
 PT0617'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PT0617'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0005 ***********************************************************************
 OT0005  DESIGNATION -  S 389
 OT0005  PID         -  OT0005
 OT0005  STATE/COUNTY-  SD/PENNINGTON
 OT0005  COUNTRY     -  US
 OT0005  USGS QUAD   -  CONATA NE (2017)
 OT0005
 OT0005                         *CURRENT SURVEY CONTROL
 OT0005  ______________________________________________________________________
 OT0005* NAD 83(1986) POSITION- 43 43 55.     (N) 102 03 45.     (W)   SCALED
 OT0005* NAVD 88 ORTHO HEIGHT -   733.632 (meters)     2406.92  (feet) ADJUSTED
 OT0005  ______________________________________________________________________
 OT0005  GEOID HEIGHT    -        -19.649 (meters)                     GEOID18
 OT0005  DYNAMIC HEIGHT  -        733.399 (meters)     2406.16  (feet) COMP
 OT0005  MODELED GRAVITY -    980,277.6   (mgal)                       NAVD 88
 OT0005
 OT0005  VERT ORDER      -  FIRST     CLASS II
 OT0005
 OT0005.The horizontal coordinates were scaled from a map and have
 OT0005.an estimated accuracy of +/- 6 seconds.
 OT0005
 OT0005.The orthometric height was determined by differential leveling and
 OT0005.adjusted by the NATIONAL GEODETIC SURVEY
 OT0005.in June 1991.
 OT0005
 OT0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0005.GEOID18 height accuracy estimate available here.
 OT0005
 OT0005.Click photographs - Photos may exist for this station.
 OT0005
 OT0005.The dynamic height is computed by dividing the NAVD 88
 OT0005.geopotential number by the normal gravity value computed on the
 OT0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0005.degrees latitude (g = 980.6199 gals.).
 OT0005
 OT0005.The modeled gravity was interpolated from observed gravity values.
 OT0005
 OT0005;                    North         East    Units  Estimated Accuracy
 OT0005;SPC SD S     -   156,820.      460,710.      MT  (+/- 180 meters Scaled)
 OT0005
 OT0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ365462(NAD 83)
 OT0005
 OT0005                          SUPERSEDED SURVEY CONTROL
 OT0005
 OT0005  NGVD 29 (??/??/92)  733.166  (m)         2405.40   (f) ADJ UNCH    1 2
 OT0005
 OT0005.Superseded values are not recommended for survey control.
 OT0005
 OT0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0005.See file dsdata.pdf to determine how the superseded data were derived.
 OT0005
 OT0005_MARKER: DB = BENCH MARK DISK
 OT0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0005_STAMPING: S 389 1962
 OT0005_MARK LOGO: CGS
 OT0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0005+STABILITY: SURFACE MOTION
 OT0005
 OT0005  HISTORY     - Date     Condition        Report By
 OT0005  HISTORY     - 1962     MONUMENTED       CGS
 OT0005
 OT0005                          STATION DESCRIPTION
 OT0005
 OT0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0005'4 MI SW FROM INTERIOR.
 OT0005'ABOUT 4.0 MILES SOUTHWEST ALONG CHICAGO, MILWAUKEE, ST. PAUL
 OT0005'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, 0.1 MILE WEST
 OT0005'OF MILE POST 592, IN LINE WITH A ROW OF TELEPHONE POLES, 12 FEET
 OT0005'WEST OF THE 3RD TELEPHONE POLE WEST OF MILE POST, 38 FEET SOUTH
 OT0005'OF THE SOUTH RAIL, IN SECTION 3, T 4 S, R 17 E, 1.5 FEET EAST OF
 OT0005'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS,
 OT0005'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0085 ***********************************************************************
 PU0085  DESIGNATION -  S 390
 PU0085  PID         -  PU0085
 PU0085  STATE/COUNTY-  SD/MEADE
 PU0085  COUNTRY     -  US
 PU0085  USGS QUAD   -  AVANCE (2017)
 PU0085
 PU0085                         *CURRENT SURVEY CONTROL
 PU0085  ______________________________________________________________________
 PU0085* NAD 83(1986) POSITION- 44 53 33.     (N) 102 14 53.     (W)   SCALED
 PU0085* NAVD 88 ORTHO HEIGHT -   758.854 (meters)     2489.67  (feet) ADJUSTED
 PU0085  ______________________________________________________________________
 PU0085  GEOID HEIGHT    -        -19.071 (meters)                     GEOID18
 PU0085  DYNAMIC HEIGHT  -        758.691 (meters)     2489.14  (feet) COMP
 PU0085  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 PU0085
 PU0085  VERT ORDER      -  SECOND    CLASS 0
 PU0085
 PU0085.The horizontal coordinates were scaled from a map and have
 PU0085.an estimated accuracy of +/- 6 seconds.
 PU0085
 PU0085.The orthometric height was determined by differential leveling and
 PU0085.adjusted by the NATIONAL GEODETIC SURVEY
 PU0085.in June 1991.
 PU0085
 PU0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0085.GEOID18 height accuracy estimate available here.
 PU0085
 PU0085.Click photographs - Photos may exist for this station.
 PU0085
 PU0085.The dynamic height is computed by dividing the NAVD 88
 PU0085.geopotential number by the normal gravity value computed on the
 PU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0085.degrees latitude (g = 980.6199 gals.).
 PU0085
 PU0085.The modeled gravity was interpolated from observed gravity values.
 PU0085
 PU0085;                    North         East    Units  Estimated Accuracy
 PU0085;SPC SD N     -   120,160.      422,450.      MT  (+/- 180 meters Scaled)
 PU0085
 PU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK173746(NAD 83)
 PU0085
 PU0085                          SUPERSEDED SURVEY CONTROL
 PU0085
 PU0085  NGVD 29 (??/??/92)  758.393  (m)         2488.16   (f) ADJ UNCH    2 0
 PU0085
 PU0085.Superseded values are not recommended for survey control.
 PU0085
 PU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0085.See file dsdata.pdf to determine how the superseded data were derived.
 PU0085
 PU0085_MARKER: DB = BENCH MARK DISK
 PU0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0085_STAMPING: S 390 1963
 PU0085_MARK LOGO: CGS
 PU0085_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0085_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0085
 PU0085  HISTORY     - Date     Condition        Report By
 PU0085  HISTORY     - 1963     MONUMENTED       CGS
 PU0085  HISTORY     - 1963     GOOD             CGS
 PU0085
 PU0085                          STATION DESCRIPTION
 PU0085
 PU0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0085'13.8 MI E FROM OPAL.
 PU0085'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0085'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0085'8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG
 PU0085'A GRAVELED ROAD, 40 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0085'7 FEET SOUTH OF A T SECTION LINE FENCE, 1 1/2 FEET WEST OF A
 PU0085'FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 PU0085'BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 PU0085'COATED ROD THAT IS DRIVEN TO THE DEPTH OF 14 FEET AND IS ENCASED
 PU0085'IN A 6-INCH TILE PROJECTING 8 INCHES.
 PU0085
 PU0085                          STATION RECOVERY (1963)
 PU0085
 PU0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0111 ***********************************************************************
 PU0111  DESIGNATION -  S 391
 PU0111  PID         -  PU0111
 PU0111  STATE/COUNTY-  SD/MEADE
 PU0111  COUNTRY     -  US
 PU0111  USGS QUAD   -  OPAL EAST SE (2017)
 PU0111
 PU0111                         *CURRENT SURVEY CONTROL
 PU0111  ______________________________________________________________________
 PU0111* NAD 83(1986) POSITION- 44 46 03.     (N) 102 16 05.     (W)   SCALED
 PU0111* NAVD 88 ORTHO HEIGHT -   727.536 (meters)     2386.92  (feet) ADJUSTED
 PU0111  ______________________________________________________________________
 PU0111  GEOID HEIGHT    -        -19.149 (meters)                     GEOID18
 PU0111  DYNAMIC HEIGHT  -        727.370 (meters)     2386.38  (feet) COMP
 PU0111  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 PU0111
 PU0111  VERT ORDER      -  SECOND    CLASS 0
 PU0111
 PU0111.The horizontal coordinates were scaled from a map and have
 PU0111.an estimated accuracy of +/- 6 seconds.
 PU0111
 PU0111.The orthometric height was determined by differential leveling and
 PU0111.adjusted by the NATIONAL GEODETIC SURVEY
 PU0111.in June 1991.
 PU0111
 PU0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0111.GEOID18 height accuracy estimate available here.
 PU0111
 PU0111.Click photographs - Photos may exist for this station.
 PU0111
 PU0111.The dynamic height is computed by dividing the NAVD 88
 PU0111.geopotential number by the normal gravity value computed on the
 PU0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0111.degrees latitude (g = 980.6199 gals.).
 PU0111
 PU0111.The modeled gravity was interpolated from observed gravity values.
 PU0111
 PU0111;                    North         East    Units  Estimated Accuracy
 PU0111;SPC SD N     -   106,320.      420,480.      MT  (+/- 180 meters Scaled)
 PU0111
 PU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK161607(NAD 83)
 PU0111
 PU0111                          SUPERSEDED SURVEY CONTROL
 PU0111
 PU0111  NGVD 29 (??/??/92)  727.074  (m)         2385.41   (f) ADJ UNCH    2 0
 PU0111
 PU0111.Superseded values are not recommended for survey control.
 PU0111
 PU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0111.See file dsdata.pdf to determine how the superseded data were derived.
 PU0111
 PU0111_MARKER: DB = BENCH MARK DISK
 PU0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0111_STAMPING: S 391 1963
 PU0111_MARK LOGO: CGS
 PU0111_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0111+STABILITY: SURFACE MOTION
 PU0111
 PU0111  HISTORY     - Date     Condition        Report By
 PU0111  HISTORY     - 1963     MONUMENTED       CGS
 PU0111  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0111
 PU0111                          STATION DESCRIPTION
 PU0111
 PU0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0111'9.2 MI N FROM MARCUS.
 PU0111'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0111'POST OFFICE AT MARCUS, THENCE 8.7 MILES NORTH ALONG A GRAVELED
 PU0111'ROAD, IN SECTION 2, T 9 N, R 15 E, 36 FEET EAST OF THE CENTER
 PU0111'LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 2.0 FEET NORTH OF
 PU0111'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PU0111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 PU0111
 PU0111                          STATION RECOVERY (1981)
 PU0111
 PU0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0319 ***********************************************************************
 OT0319  DESIGNATION -  S 392
 OT0319  PID         -  OT0319
 OT0319  STATE/COUNTY-  SD/CUSTER
 OT0319  COUNTRY     -  US
 OT0319  USGS QUAD   -  HERMOSA (2017)
 OT0319
 OT0319                         *CURRENT SURVEY CONTROL
 OT0319  ______________________________________________________________________
 OT0319* NAD 83(1986) POSITION- 43 45 06.     (N) 103 11 36.     (W)   SCALED
 OT0319* NAVD 88 ORTHO HEIGHT -  1036.081 (meters)     3399.21  (feet) ADJUSTED
 OT0319  ______________________________________________________________________
 OT0319  GEOID HEIGHT    -        -16.150 (meters)                     GEOID18
 OT0319  DYNAMIC HEIGHT  -       1035.684 (meters)     3397.91  (feet) COMP
 OT0319  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 OT0319
 OT0319  VERT ORDER      -  FIRST     CLASS II
 OT0319
 OT0319.The horizontal coordinates were scaled from a map and have
 OT0319.an estimated accuracy of +/- 6 seconds.
 OT0319
 OT0319.The orthometric height was determined by differential leveling and
 OT0319.adjusted by the NATIONAL GEODETIC SURVEY
 OT0319.in June 1991.
 OT0319
 OT0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0319.GEOID18 height accuracy estimate available here.
 OT0319
 OT0319.Click photographs - Photos may exist for this station.
 OT0319
 OT0319.The dynamic height is computed by dividing the NAVD 88
 OT0319.geopotential number by the normal gravity value computed on the
 OT0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0319.degrees latitude (g = 980.6199 gals.).
 OT0319
 OT0319.The modeled gravity was interpolated from observed gravity values.
 OT0319
 OT0319;                    North         East    Units  Estimated Accuracy
 OT0319;SPC SD S     -   161,530.      369,720.      MT  (+/- 180 meters Scaled)
 OT0319
 OT0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ454458(NAD 83)
 OT0319
 OT0319                          SUPERSEDED SURVEY CONTROL
 OT0319
 OT0319  NGVD 29 (??/??/92) 1035.584  (m)         3397.58   (f) ADJ UNCH    1 2
 OT0319
 OT0319.Superseded values are not recommended for survey control.
 OT0319
 OT0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0319.See file dsdata.pdf to determine how the superseded data were derived.
 OT0319
 OT0319_MARKER: DB = BENCH MARK DISK
 OT0319_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0319_STAMPING: S 392 1963
 OT0319_MARK LOGO: CGS
 OT0319_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0319
 OT0319  HISTORY     - Date     Condition        Report By
 OT0319  HISTORY     - 1963     MONUMENTED       CGS
 OT0319
 OT0319                          STATION DESCRIPTION
 OT0319
 OT0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0319'4.8 MI N FROM FAIRBURN.
 OT0319'ABOUT 4.85 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OT0319'RAILWAY FROM THE STATION SIGN AT FAIRBURN, IN SECTION 32, T 3
 OT0319'S, R 8 E, OR 6.95 MILES SOUTH ALONG THE CHICAGO AND NORTH
 OT0319'WESTERN RAILWAY FROM THE STATION AT HERMOSA, 4 1/2 POLES SOUTH
 OT0319'OF MILE POST 72, NEAR THE SOUTH END OF A CUT, 50 FEET EAST OF
 OT0319'THE EAST RAIL, 1 1/2 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A
 OT0319'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS,
 OT0319'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 OT0319'TO A DEPTH OF 11 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 OT0319'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0271 ***********************************************************************
 PU0271  DESIGNATION -  S 394
 PU0271  PID         -  PU0271
 PU0271  STATE/COUNTY-  SD/MEADE
 PU0271  COUNTRY     -  US
 PU0271  USGS QUAD   -  HOWES (2017)
 PU0271
 PU0271                         *CURRENT SURVEY CONTROL
 PU0271  ______________________________________________________________________
 PU0271* NAD 83(1986) POSITION- 44 36 34.     (N) 102 02 10.     (W)   SCALED
 PU0271* NAVD 88 ORTHO HEIGHT -   734.865 (meters)     2410.97  (feet) ADJUSTED
 PU0271  ______________________________________________________________________
 PU0271  GEOID HEIGHT    -        -19.864 (meters)                     GEOID18
 PU0271  DYNAMIC HEIGHT  -        734.691 (meters)     2410.40  (feet) COMP
 PU0271  MODELED GRAVITY -    980,357.6   (mgal)                       NAVD 88
 PU0271
 PU0271  VERT ORDER      -  SECOND    CLASS 0
 PU0271
 PU0271.The horizontal coordinates were scaled from a map and have
 PU0271.an estimated accuracy of +/- 6 seconds.
 PU0271
 PU0271.The orthometric height was determined by differential leveling and
 PU0271.adjusted by the NATIONAL GEODETIC SURVEY
 PU0271.in June 1991.
 PU0271
 PU0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0271.GEOID18 height accuracy estimate available here.
 PU0271
 PU0271.Click photographs - Photos may exist for this station.
 PU0271
 PU0271.The dynamic height is computed by dividing the NAVD 88
 PU0271.geopotential number by the normal gravity value computed on the
 PU0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0271.degrees latitude (g = 980.6199 gals.).
 PU0271
 PU0271.The modeled gravity was interpolated from observed gravity values.
 PU0271
 PU0271;                    North         East    Units  Estimated Accuracy
 PU0271;SPC SD N     -    88,280.      438,390.      MT  (+/- 180 meters Scaled)
 PU0271
 PU0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK351438(NAD 83)
 PU0271
 PU0271                          SUPERSEDED SURVEY CONTROL
 PU0271
 PU0271  NGVD 29 (??/??/92)  734.406  (m)         2409.46   (f) ADJ UNCH    2 0
 PU0271
 PU0271.Superseded values are not recommended for survey control.
 PU0271
 PU0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0271.See file dsdata.pdf to determine how the superseded data were derived.
 PU0271
 PU0271_MARKER: DB = BENCH MARK DISK
 PU0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0271_STAMPING: S 394 1963
 PU0271_MARK LOGO: CGS
 PU0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0271+STABILITY: SURFACE MOTION
 PU0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0271+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0271
 PU0271  HISTORY     - Date     Condition        Report By
 PU0271  HISTORY     - 1963     MONUMENTED       CGS
 PU0271  HISTORY     - 19950605 GOOD             NGS
 PU0271
 PU0271                          STATION DESCRIPTION
 PU0271
 PU0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0271'1.2 MI SE FROM HOWES.
 PU0271'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0271'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0271'AND 34, THENCE 0.6 MILE SOUTH-SOUTHEAST ALONG A GRAVELED ROAD,
 PU0271'0.25 MILE NORTHWEST OF THE V-J RANCH, 66 FEET SOUTHWEST OF THE
 PU0271'CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHEAST OF A FENCE, 1.5
 PU0271'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 PU0271'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0271'5 INCHES.
 PU0271
 PU0271                          STATION RECOVERY (1995)
 PU0271
 PU0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0271'0.8 KM (0.50 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU0271'STATE HIGHWAY 73 IN HOWES, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG
 PU0271'COUNTY ROAD 41 S, 19.8 M (65.0 FT) SOUTHWEST OF THE ROAD CENTER, 0.5 M
 PU0271'(1.6 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PU0271'ROAD, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 PU0271'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0216 ***********************************************************************
 PU0216  DESIGNATION -  S 395
 PU0216  PID         -  PU0216
 PU0216  STATE/COUNTY-  SD/MEADE
 PU0216  COUNTRY     -  US
 PU0216  USGS QUAD   -  THOMPSON LAKE (2017)
 PU0216
 PU0216                         *CURRENT SURVEY CONTROL
 PU0216  ______________________________________________________________________
 PU0216* NAD 83(1986) POSITION- 44 43 08.     (N) 102 14 54.     (W)   SCALED
 PU0216* NAVD 88 ORTHO HEIGHT -   773.376 (meters)     2537.32  (feet) ADJUSTED
 PU0216  ______________________________________________________________________
 PU0216  GEOID HEIGHT    -        -19.223 (meters)                     GEOID18
 PU0216  DYNAMIC HEIGHT  -        773.198 (meters)     2536.73  (feet) COMP
 PU0216  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 PU0216
 PU0216  VERT ORDER      -  SECOND    CLASS 0
 PU0216
 PU0216.The horizontal coordinates were scaled from a map and have
 PU0216.an estimated accuracy of +/- 6 seconds.
 PU0216
 PU0216.The orthometric height was determined by differential leveling and
 PU0216.adjusted by the NATIONAL GEODETIC SURVEY
 PU0216.in June 1991.
 PU0216
 PU0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0216.GEOID18 height accuracy estimate available here.
 PU0216
 PU0216.Click photographs - Photos may exist for this station.
 PU0216
 PU0216.The dynamic height is computed by dividing the NAVD 88
 PU0216.geopotential number by the normal gravity value computed on the
 PU0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0216.degrees latitude (g = 980.6199 gals.).
 PU0216
 PU0216.The modeled gravity was interpolated from observed gravity values.
 PU0216
 PU0216;                    North         East    Units  Estimated Accuracy
 PU0216;SPC SD N     -   100,880.      421,890.      MT  (+/- 180 meters Scaled)
 PU0216
 PU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK179554(NAD 83)
 PU0216
 PU0216                          SUPERSEDED SURVEY CONTROL
 PU0216
 PU0216  NGVD 29 (??/??/92)  772.917  (m)         2535.81   (f) ADJ UNCH    2 0
 PU0216
 PU0216.Superseded values are not recommended for survey control.
 PU0216
 PU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0216.See file dsdata.pdf to determine how the superseded data were derived.
 PU0216
 PU0216_MARKER: DB = BENCH MARK DISK
 PU0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0216_STAMPING: S 395 1963
 PU0216_MARK LOGO: CGS
 PU0216_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0216+STABILITY: SURFACE MOTION
 PU0216
 PU0216  HISTORY     - Date     Condition        Report By
 PU0216  HISTORY     - 1963     MONUMENTED       CGS
 PU0216
 PU0216                          STATION DESCRIPTION
 PU0216
 PU0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0216'6.8 MI NE FROM MARCUS.
 PU0216'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0216'OFFICE AT MARCUS, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0216'THENCE 2.0 MILES EAST ALONG A DIM TRAIL ROAD, 0.25 MILE
 PU0216'EAST-SOUTHEAST OF A STOCK-POND, 26 FEET WEST OF A CORNER FENCE
 PU0216'POST, 17 FEET WEST OF THE CENTER OF A GATE, 2 FEET SOUTH OF A
 PU0216'FENCE, 16 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 1.5
 PU0216'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 PU0216'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0510 ***********************************************************************
 OT0510  DESIGNATION -  S 396
 OT0510  PID         -  OT0510
 OT0510  STATE/COUNTY-  SD/FALL RIVER
 OT0510  COUNTRY     -  US
 OT0510  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0510
 OT0510                         *CURRENT SURVEY CONTROL
 OT0510  ______________________________________________________________________
 OT0510* NAD 83(1986) POSITION- 43 26 14.     (N) 103 32 45.     (W)   SCALED
 OT0510* NAVD 88 ORTHO HEIGHT -  1147.636 (meters)     3765.20  (feet) POSTED
 OT0510  ______________________________________________________________________
 OT0510  GEOID HEIGHT    -        -15.268 (meters)                     GEOID18
 OT0510  DYNAMIC HEIGHT  -       1147.14  (meters)     3763.6   (feet) COMP
 OT0510  MODELED GRAVITY -    980,145.7   (mgal)                       NAVD 88
 OT0510
 OT0510  VERT ORDER      -  * POSTED, SEE BELOW
 OT0510
 OT0510.The horizontal coordinates were scaled from a map and have
 OT0510.an estimated accuracy of +/- 6 seconds.
 OT0510
 OT0510.The orthometric height was determined by differential leveling
 OT0510.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0510
 OT0510.* This is a POSTED BENCH MARK height.
 OT0510
 OT0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0510.GEOID18 height accuracy estimate available here.
 OT0510
 OT0510.Click photographs - Photos may exist for this station.
 OT0510
 OT0510.The dynamic height is computed by dividing the NAVD 88
 OT0510.geopotential number by the normal gravity value computed on the
 OT0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0510.degrees latitude (g = 980.6199 gals.).
 OT0510
 OT0510.The modeled gravity was interpolated from observed gravity values.
 OT0510
 OT0510;                    North         East    Units  Estimated Accuracy
 OT0510;SPC SD S     -   127,660.      340,000.      MT  (+/- 180 meters Scaled)
 OT0510
 OT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ176103(NAD 83)
 OT0510
 OT0510                          SUPERSEDED SURVEY CONTROL
 OT0510
 OT0510  NGVD 29 (??/??/92) 1147.101  (m)         3763.45   (f) ADJ UNCH    1 2
 OT0510
 OT0510.Superseded values are not recommended for survey control.
 OT0510
 OT0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0510.See file dsdata.pdf to determine how the superseded data were derived.
 OT0510
 OT0510_MARKER: DB = BENCH MARK DISK
 OT0510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0510+WITH SETTING: INFORMATION.
 OT0510_STAMPING: S 396 1963
 OT0510_MARK LOGO: CGS
 OT0510_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0510_ROD/PIPE-DEPTH: 2.4 meters
 OT0510
 OT0510  HISTORY     - Date     Condition        Report By
 OT0510  HISTORY     - 1963     MONUMENTED       CGS
 OT0510
 OT0510                          STATION DESCRIPTION
 OT0510
 OT0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0510'5.9 MI W FROM HOT SPRINGS.
 OT0510'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE HIGHWAY
 OT0510'87 FROM THE POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE NORTHWEST
 OT0510'ALONG NORTH RIVER STREET, THENCE 4.75 MILES WEST ALONG THE CHICAGO,
 OT0510'BURLINGTON AND QUINCY RAILROAD, AT A CROSSING OF THE RAILROAD AND
 OT0510'A PRIVATE ROAD, 11 1/2 RAILS SOUTHWEST OF MILE POST 8, 48 FEET
 OT0510'SOUTH OF THE CENTER OF THE CROSSING, 27 FEET SOUTHEAST OF THE
 OT0510'SOUTHEAST RAIL, 36 FEET SOUTHWEST OF THE CENTER OF A GATE, 1 FOOT
 OT0510'NORTHWEST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 OT0510'2 FEET ABOVE THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH
 OT0510'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND
 OT0510'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0464 ***********************************************************************
 OT0464  DESIGNATION -  S 4
 OT0464  PID         -  OT0464
 OT0464  STATE/COUNTY-  SD/FALL RIVER
 OT0464  COUNTRY     -  US
 OT0464  USGS QUAD   -  EDGEMONT (2017)
 OT0464
 OT0464                         *CURRENT SURVEY CONTROL
 OT0464  ______________________________________________________________________
 OT0464* NAD 83(1986) POSITION- 43 17 50.     (N) 103 49 29.     (W)   SCALED
 OT0464* NAVD 88 ORTHO HEIGHT -  1053.646 (meters)     3456.84  (feet) POSTED
 OT0464  ______________________________________________________________________
 OT0464  GEOID HEIGHT    -        -15.084 (meters)                     GEOID18
 OT0464  DYNAMIC HEIGHT  -       1053.21  (meters)     3455.4   (feet) COMP
 OT0464  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 OT0464
 OT0464  VERT ORDER      -  * POSTED, SEE BELOW
 OT0464
 OT0464.The horizontal coordinates were scaled from a map and have
 OT0464.an estimated accuracy of +/- 6 seconds.
 OT0464
 OT0464.The orthometric height was determined by differential leveling
 OT0464.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0464
 OT0464.* This is a POSTED BENCH MARK height.
 OT0464
 OT0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0464.GEOID18 height accuracy estimate available here.
 OT0464
 OT0464.Click photographs - Photos may exist for this station.
 OT0464
 OT0464.The dynamic height is computed by dividing the NAVD 88
 OT0464.geopotential number by the normal gravity value computed on the
 OT0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0464.degrees latitude (g = 980.6199 gals.).
 OT0464
 OT0464.The modeled gravity was interpolated from observed gravity values.
 OT0464
 OT0464;                    North         East    Units  Estimated Accuracy
 OT0464;SPC SD S     -   113,030.      316,790.      MT  (+/- 180 meters Scaled)
 OT0464
 OT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH953944(NAD 83)
 OT0464
 OT0464                          SUPERSEDED SURVEY CONTROL
 OT0464
 OT0464  NGVD 29 (??/??/92) 1053.106  (m)         3455.07   (f) ADJ UNCH    1 2
 OT0464
 OT0464.Superseded values are not recommended for survey control.
 OT0464
 OT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0464.See file dsdata.pdf to determine how the superseded data were derived.
 OT0464
 OT0464_MARKER: P = PIPE CAP
 OT0464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0464_STAMPING: S 4
 OT0464_MARK LOGO: CGS
 OT0464_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0464
 OT0464  HISTORY     - Date     Condition        Report By
 OT0464  HISTORY     - 1908     MONUMENTED       CGS
 OT0464  HISTORY     - 1963     GOOD             CGS
 OT0464  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0464
 OT0464                          STATION DESCRIPTION
 OT0464
 OT0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0464'0.3 MI S FROM EDGEMONT.
 OT0464'ABOUT 0.1 MILE EAST ALONG E STREET FROM THE CHICAGO, BURLINGTON
 OT0464'AND QUINCY RAILROAD STATION AT EDGEMONT, THENCE 0.2 MILE SOUTH
 OT0464'ALONG STATE HIGHWAY 52, AT THE SOUTHWEST CORNER OF A CITY PARK,
 OT0464'50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET
 OT0464'NORTHEAST OF THE CENTER OF AN INTERSECTION OF THE HIGHWAY
 OT0464'AND A STREET, 41 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 OT0464'STREET, 87 FEET EAST OF AND ACROSS THE HIGHWAY FROM A LIGHT
 OT0464'POLE, 385 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 OT0464'CHICAGO, BURLINGTON AND QUINCY RAILROAD, ABOUT LEVEL WITH THE
 OT0464'HIGHWAY, A CAP RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 OT0464'8 INCHES.  IN SECTION 1, T. 9 S., R. 2 E.
 OT0464
 OT0464                          STATION RECOVERY (1985)
 OT0464
 OT0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0464'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0867 ***********************************************************************
 PU0867  DESIGNATION -  S 401
 PU0867  PID         -  PU0867
 PU0867  STATE/COUNTY-  SD/MEADE
 PU0867  COUNTRY     -  US
 PU0867  USGS QUAD   -  FAIRPOINT (2017)
 PU0867
 PU0867                         *CURRENT SURVEY CONTROL
 PU0867  ______________________________________________________________________
 PU0867* NAD 83(1986) POSITION- 44 44 01.     (N) 102 47 56.     (W)   SCALED
 PU0867* NAVD 88 ORTHO HEIGHT -   889.164 (meters)     2917.20  (feet) ADJUSTED
 PU0867  ______________________________________________________________________
 PU0867  GEOID HEIGHT    -        -17.697 (meters)                     GEOID18
 PU0867  DYNAMIC HEIGHT  -        888.946 (meters)     2916.48  (feet) COMP
 PU0867  MODELED GRAVITY -    980,342.2   (mgal)                       NAVD 88
 PU0867
 PU0867  VERT ORDER      -  SECOND    CLASS 0
 PU0867
 PU0867.The horizontal coordinates were scaled from a map and have
 PU0867.an estimated accuracy of +/- 6 seconds.
 PU0867
 PU0867.The orthometric height was determined by differential leveling and
 PU0867.adjusted by the NATIONAL GEODETIC SURVEY
 PU0867.in June 1991.
 PU0867
 PU0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0867.GEOID18 height accuracy estimate available here.
 PU0867
 PU0867.Click photographs - Photos may exist for this station.
 PU0867
 PU0867.The dynamic height is computed by dividing the NAVD 88
 PU0867.geopotential number by the normal gravity value computed on the
 PU0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0867.degrees latitude (g = 980.6199 gals.).
 PU0867
 PU0867.The modeled gravity was interpolated from observed gravity values.
 PU0867
 PU0867;                    North         East    Units  Estimated Accuracy
 PU0867;SPC SD N     -   103,870.      378,350.      MT  (+/- 180 meters Scaled)
 PU0867
 PU0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK742557(NAD 83)
 PU0867
 PU0867                          SUPERSEDED SURVEY CONTROL
 PU0867
 PU0867  NGVD 29 (??/??/92)  888.694  (m)         2915.66   (f) ADJ UNCH    2 0
 PU0867
 PU0867.Superseded values are not recommended for survey control.
 PU0867
 PU0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0867.See file dsdata.pdf to determine how the superseded data were derived.
 PU0867
 PU0867_MARKER: DB = BENCH MARK DISK
 PU0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0867_STAMPING: S 401 1962
 PU0867_MARK LOGO: CGS
 PU0867_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0867+STABILITY: SURFACE MOTION
 PU0867
 PU0867  HISTORY     - Date     Condition        Report By
 PU0867  HISTORY     - 1962     MONUMENTED       CGS
 PU0867
 PU0867                          STATION DESCRIPTION
 PU0867
 PU0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0867'1 MI S FROM FAIRPOINT.
 PU0867'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0867'34 FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF
 PU0867'THE CENTER OF A GATE, 14.5 FEET SOUTH OF THE SOUTH END OF AN
 PU0867'18-INCH PIPE CULVERT UNDER A FARM ROAD, 1.8 FEET EAST OF A FENCE,
 PU0867'2.1 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 PU0867'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PU0867'ABOVE THE GROUND.  1.05 MILES SOUTH OF BENCH MARK 7 PCL (USGS).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0759 ***********************************************************************
 PU0759  DESIGNATION -  S 402
 PU0759  PID         -  PU0759
 PU0759  STATE/COUNTY-  SD/MEADE
 PU0759  COUNTRY     -  US
 PU0759  USGS QUAD   -  CAMP CREEK (2017)
 PU0759
 PU0759                         *CURRENT SURVEY CONTROL
 PU0759  ______________________________________________________________________
 PU0759* NAD 83(1986) POSITION- 44 52 43.     (N) 102 53 38.     (W)   SCALED
 PU0759* NAVD 88 ORTHO HEIGHT -   807.851 (meters)     2650.42  (feet) ADJUSTED
 PU0759  ______________________________________________________________________
 PU0759  GEOID HEIGHT    -        -17.421 (meters)                     GEOID18
 PU0759  DYNAMIC HEIGHT  -        807.678 (meters)     2649.86  (feet) COMP
 PU0759  MODELED GRAVITY -    980,375.2   (mgal)                       NAVD 88
 PU0759
 PU0759  VERT ORDER      -  SECOND    CLASS 0
 PU0759
 PU0759.The horizontal coordinates were scaled from a map and have
 PU0759.an estimated accuracy of +/- 6 seconds.
 PU0759
 PU0759.The orthometric height was determined by differential leveling and
 PU0759.adjusted by the NATIONAL GEODETIC SURVEY
 PU0759.in June 1991.
 PU0759
 PU0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0759.GEOID18 height accuracy estimate available here.
 PU0759
 PU0759.Click photographs - Photos may exist for this station.
 PU0759
 PU0759.The dynamic height is computed by dividing the NAVD 88
 PU0759.geopotential number by the normal gravity value computed on the
 PU0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0759.degrees latitude (g = 980.6199 gals.).
 PU0759
 PU0759.The modeled gravity was interpolated from observed gravity values.
 PU0759
 PU0759;                    North         East    Units  Estimated Accuracy
 PU0759;SPC SD N     -   120,240.      371,410.      MT  (+/- 180 meters Scaled)
 PU0759
 PU0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK663716(NAD 83)
 PU0759
 PU0759                          SUPERSEDED SURVEY CONTROL
 PU0759
 PU0759  NGVD 29 (??/??/92)  807.383  (m)         2648.89   (f) ADJ UNCH    2 0
 PU0759
 PU0759.Superseded values are not recommended for survey control.
 PU0759
 PU0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0759.See file dsdata.pdf to determine how the superseded data were derived.
 PU0759
 PU0759_MARKER: DB = BENCH MARK DISK
 PU0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0759_STAMPING: S 402 1962
 PU0759_MARK LOGO: CGS
 PU0759_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0759+STABILITY: SURFACE MOTION
 PU0759
 PU0759  HISTORY     - Date     Condition        Report By
 PU0759  HISTORY     - 1962     MONUMENTED       CGS
 PU0759
 PU0759                          STATION DESCRIPTION
 PU0759
 PU0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0759'1 MI E FROM SULPHUR.
 PU0759'1.05 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 0.85
 PU0759'MILE EAST OF A WOODEN BRIDGE OVER SULPHUR CREEK, 0.8 MILE EAST
 PU0759'OF BENCH MARK A 404, 47 FEET SOUTH OF THE CENTER LINE OF THE
 PU0759'ROAD, 24 FEET EAST OF A TELEPHONE POLE, 4 FEET WEST OF THE WEST
 PU0759'END OF A GATE, 1.7 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A
 PU0759'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP
 PU0759'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1375 ***********************************************************************
 PU1375  DESIGNATION -  S 403
 PU1375  PID         -  PU1375
 PU1375  STATE/COUNTY-  SD/BUTTE
 PU1375  COUNTRY     -  US
 PU1375  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1375
 PU1375                         *CURRENT SURVEY CONTROL
 PU1375  ______________________________________________________________________
 PU1375* NAD 83(1986) POSITION- 44 46 42.     (N) 103 04 16.     (W)   SCALED
 PU1375* NAVD 88 ORTHO HEIGHT -   866.885 (meters)     2844.11  (feet) ADJUSTED
 PU1375  ______________________________________________________________________
 PU1375  GEOID HEIGHT    -        -17.154 (meters)                     GEOID18
 PU1375  DYNAMIC HEIGHT  -        866.672 (meters)     2843.41  (feet) COMP
 PU1375  MODELED GRAVITY -    980,341.9   (mgal)                       NAVD 88
 PU1375
 PU1375  VERT ORDER      -  SECOND    CLASS 0
 PU1375
 PU1375.The horizontal coordinates were scaled from a map and have
 PU1375.an estimated accuracy of +/- 6 seconds.
 PU1375
 PU1375.The orthometric height was determined by differential leveling and
 PU1375.adjusted by the NATIONAL GEODETIC SURVEY
 PU1375.in June 1991.
 PU1375
 PU1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1375.GEOID18 height accuracy estimate available here.
 PU1375
 PU1375.Click photographs - Photos may exist for this station.
 PU1375
 PU1375.The dynamic height is computed by dividing the NAVD 88
 PU1375.geopotential number by the normal gravity value computed on the
 PU1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1375.degrees latitude (g = 980.6199 gals.).
 PU1375
 PU1375.The modeled gravity was interpolated from observed gravity values.
 PU1375
 PU1375;                    North         East    Units  Estimated Accuracy
 PU1375;SPC SD N     -   109,620.      356,990.      MT  (+/- 180 meters Scaled)
 PU1375
 PU1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK526601(NAD 83)
 PU1375
 PU1375                          SUPERSEDED SURVEY CONTROL
 PU1375
 PU1375  NGVD 29 (??/??/92)  866.396  (m)         2842.50   (f) ADJ UNCH    2 0
 PU1375
 PU1375.Superseded values are not recommended for survey control.
 PU1375
 PU1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1375.See file dsdata.pdf to determine how the superseded data were derived.
 PU1375
 PU1375_MARKER: DB = BENCH MARK DISK
 PU1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1375_STAMPING: S 403 1962
 PU1375_MARK LOGO: CGS
 PU1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1375+STABILITY: SURFACE MOTION
 PU1375
 PU1375  HISTORY     - Date     Condition        Report By
 PU1375  HISTORY     - 1962     MONUMENTED       CGS
 PU1375
 PU1375                          STATION DESCRIPTION
 PU1375
 PU1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1375'11.1 MI SW FROM SULPHUR.
 PU1375'11.1 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1375'SULPHUR, 0.2 MILE NORTHEAST OF A WOODEN BRIDGE, 68 FEET NORTHWEST
 PU1375'OF THE CENTER LINE OF THE ROAD, 251 FEET SOUTHWEST OF A FENCE
 PU1375'CORNER, 2.0 FEET SOUTHEAST OF A FENCE, 2.8 FEET NORTHEAST OF A
 PU1375'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PU1375'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0975 ***********************************************************************
 PU0975  DESIGNATION -  S 404
 PU0975  PID         -  PU0975
 PU0975  STATE/COUNTY-  SD/MEADE
 PU0975  COUNTRY     -  US
 PU0975  USGS QUAD   -  OPAL WEST (2017)
 PU0975
 PU0975                         *CURRENT SURVEY CONTROL
 PU0975  ______________________________________________________________________
 PU0975* NAD 83(1986) POSITION- 44 53 34.     (N) 102 35 38.     (W)   SCALED
 PU0975* NAVD 88 ORTHO HEIGHT -   817.295 (meters)     2681.41  (feet) ADJUSTED
 PU0975  ______________________________________________________________________
 PU0975  GEOID HEIGHT    -        -18.111 (meters)                     GEOID18
 PU0975  DYNAMIC HEIGHT  -        817.120 (meters)     2680.83  (feet) COMP
 PU0975  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 PU0975
 PU0975  VERT ORDER      -  SECOND    CLASS 0
 PU0975
 PU0975.The horizontal coordinates were scaled from a map and have
 PU0975.an estimated accuracy of +/- 6 seconds.
 PU0975
 PU0975.The orthometric height was determined by differential leveling and
 PU0975.adjusted by the NATIONAL GEODETIC SURVEY
 PU0975.in June 1991.
 PU0975
 PU0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0975.GEOID18 height accuracy estimate available here.
 PU0975
 PU0975.Click photographs - Photos may exist for this station.
 PU0975
 PU0975.The dynamic height is computed by dividing the NAVD 88
 PU0975.geopotential number by the normal gravity value computed on the
 PU0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0975.degrees latitude (g = 980.6199 gals.).
 PU0975
 PU0975.The modeled gravity was interpolated from observed gravity values.
 PU0975
 PU0975;                    North         East    Units  Estimated Accuracy
 PU0975;SPC SD N     -   121,010.      395,150.      MT  (+/- 180 meters Scaled)
 PU0975
 PU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK899738(NAD 83)
 PU0975
 PU0975                          SUPERSEDED SURVEY CONTROL
 PU0975
 PU0975  NGVD 29 (??/??/92)  816.834  (m)         2679.90   (f) ADJ UNCH    2 0
 PU0975
 PU0975.Superseded values are not recommended for survey control.
 PU0975
 PU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0975.See file dsdata.pdf to determine how the superseded data were derived.
 PU0975
 PU0975_MARKER: DB = BENCH MARK DISK
 PU0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0975_STAMPING: S 404 1962
 PU0975_MARK LOGO: CGS
 PU0975_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0975+STABILITY: SURFACE MOTION
 PU0975
 PU0975  HISTORY     - Date     Condition        Report By
 PU0975  HISTORY     - 1962     MONUMENTED       CGS
 PU0975
 PU0975                          STATION DESCRIPTION
 PU0975
 PU0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0975'5.2 MI W FROM OPAL.
 PU0975'5.2 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0975'52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 111 FEET WEST OF THE
 PU0975'CENTER OF A GATE, 2.0 FEET NORTH OF A FENCE, 4.4 FEET EAST OF A
 PU0975'JUNCTION POWER POLE, 3.2 FEET WEST OF A WITNESS POST, ABOUT
 PU0975'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0975'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0288 ***********************************************************************
 PU0288  DESIGNATION -  S 405
 PU0288  PID         -  PU0288
 PU0288  STATE/COUNTY-  SD/MEADE
 PU0288  COUNTRY     -  US
 PU0288  USGS QUAD   -  OPAL EAST SW (2017)
 PU0288
 PU0288                         *CURRENT SURVEY CONTROL
 PU0288  ______________________________________________________________________
 PU0288* NAD 83(1986) POSITION- 44 49 17.     (N) 102 27 06.     (W)   SCALED
 PU0288* NAVD 88 ORTHO HEIGHT -   820.517 (meters)     2691.98  (feet) ADJUSTED
 PU0288  ______________________________________________________________________
 PU0288  GEOID HEIGHT    -        -18.561 (meters)                     GEOID18
 PU0288  DYNAMIC HEIGHT  -        820.335 (meters)     2691.38  (feet) COMP
 PU0288  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 PU0288
 PU0288  VERT ORDER      -  SECOND    CLASS 0
 PU0288
 PU0288.The horizontal coordinates were scaled from a map and have
 PU0288.an estimated accuracy of +/- 6 seconds.
 PU0288
 PU0288.The orthometric height was determined by differential leveling and
 PU0288.adjusted by the NATIONAL GEODETIC SURVEY
 PU0288.in June 1991.
 PU0288
 PU0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0288.GEOID18 height accuracy estimate available here.
 PU0288
 PU0288.Click photographs - Photos may exist for this station.
 PU0288
 PU0288.The dynamic height is computed by dividing the NAVD 88
 PU0288.geopotential number by the normal gravity value computed on the
 PU0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0288.degrees latitude (g = 980.6199 gals.).
 PU0288
 PU0288.The modeled gravity was interpolated from observed gravity values.
 PU0288
 PU0288;                    North         East    Units  Estimated Accuracy
 PU0288;SPC SD N     -   112,730.      406,130.      MT  (+/- 180 meters Scaled)
 PU0288
 PU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK014662(NAD 83)
 PU0288
 PU0288                          SUPERSEDED SURVEY CONTROL
 PU0288
 PU0288  NGVD 29 (??/??/92)  820.059  (m)         2690.48   (f) ADJ UNCH    2 0
 PU0288
 PU0288.Superseded values are not recommended for survey control.
 PU0288
 PU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0288.See file dsdata.pdf to determine how the superseded data were derived.
 PU0288
 PU0288_MARKER: DB = BENCH MARK DISK
 PU0288_SETTING: 66 = SET IN ROCK OUTCROP
 PU0288_STAMPING: S 405 1962
 PU0288_MARK LOGO: CGS
 PU0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0288+STABILITY: POSITION/ELEVATION WELL
 PU0288
 PU0288  HISTORY     - Date     Condition        Report By
 PU0288  HISTORY     - 1962     MONUMENTED       CGS
 PU0288
 PU0288                          STATION DESCRIPTION
 PU0288
 PU0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0288'6.8 MI SE FROM OPAL.
 PU0288'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0288'5.05 MILES SOUTH ALONG A GRAVEL ROAD, 0.1 MILE NORTH OF A
 PU0288'GRAVEL ROAD INTERSECTION, AT THE SUMMIT OF A HILL, IN THE TOP
 PU0288'OF A 5 X 10-FOOT ROCK OUTCROP FLUSH WITH THE GROUND, 117 FEET
 PU0288'WEST OF THE CENTER LINE OF THE ROAD, 167 FEET WEST AND ACROSS
 PU0288'THE ROAD FROM A POWER POLE, 67 FEET WEST OF A FENCE, 3.6 FEET
 PU0288'SOUTHWEST OF A WITNESS POST AND ABOUT 7 FEET HIGHER THAN THE
 PU0288'ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2042 ***********************************************************************
 PU2042  DESIGNATION -  S 406
 PU2042  PID         -  PU2042
 PU2042  STATE/COUNTY-  SD/LAWRENCE
 PU2042  COUNTRY     -  US
 PU2042  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2042
 PU2042                         *CURRENT SURVEY CONTROL
 PU2042  ______________________________________________________________________
 PU2042* NAD 83(1986) POSITION- 44 32 26.     (N) 103 34 19.     (W)   SCALED
 PU2042* NAVD 88 ORTHO HEIGHT -   970.862 (meters)     3185.24  (feet) ADJUSTED
 PU2042  ______________________________________________________________________
 PU2042  GEOID HEIGHT    -        -15.592 (meters)                     GEOID18
 PU2042  DYNAMIC HEIGHT  -        970.572 (meters)     3184.29  (feet) COMP
 PU2042  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 PU2042
 PU2042  VERT ORDER      -  SECOND    CLASS 0
 PU2042
 PU2042.The horizontal coordinates were scaled from a map and have
 PU2042.an estimated accuracy of +/- 6 seconds.
 PU2042
 PU2042.The orthometric height was determined by differential leveling and
 PU2042.adjusted by the NATIONAL GEODETIC SURVEY
 PU2042.in June 1991.
 PU2042
 PU2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2042.GEOID18 height accuracy estimate available here.
 PU2042
 PU2042.Click photographs - Photos may exist for this station.
 PU2042
 PU2042.The dynamic height is computed by dividing the NAVD 88
 PU2042.geopotential number by the normal gravity value computed on the
 PU2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2042.degrees latitude (g = 980.6199 gals.).
 PU2042
 PU2042.The modeled gravity was interpolated from observed gravity values.
 PU2042
 PU2042;                    North         East    Units  Estimated Accuracy
 PU2042;SPC SD N     -    84,850.      316,220.      MT  (+/- 180 meters Scaled)
 PU2042
 PU2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK134329(NAD 83)
 PU2042
 PU2042                          SUPERSEDED SURVEY CONTROL
 PU2042
 PU2042  NGVD 29 (??/??/92)  970.353  (m)         3183.57   (f) ADJ UNCH    2 0
 PU2042
 PU2042.Superseded values are not recommended for survey control.
 PU2042
 PU2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2042.See file dsdata.pdf to determine how the superseded data were derived.
 PU2042
 PU2042_MARKER: DB = BENCH MARK DISK
 PU2042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2042_SP_SET: BRIDGE
 PU2042_STAMPING: S 406 1962
 PU2042_MARK LOGO: CGS
 PU2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2042
 PU2042  HISTORY     - Date     Condition        Report By
 PU2042  HISTORY     - 1962     MONUMENTED       CGS
 PU2042
 PU2042                          STATION DESCRIPTION
 PU2042
 PU2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2042'7 MI NE FROM WHITEWOOD.
 PU2042'0.25 MILE NORTH ALONG A  ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2042'RAILWAY STATION AT WHITEWOOD, THENCE 6.8 MILES NORTHEAST ALONG
 PU2042'A ROAD, 0.15 MILE SOUTH OF A RANCH HOUSE, IN THE TOP OF THE
 PU2042'SOUTHWEST END OF THE NORTHEAST WING WALL OF A BRIDGE OVER A
 PU2042'CREEK, 10 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT
 PU2042'1 FOOT BELOW THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1452 ***********************************************************************
 PU1452  DESIGNATION -  S 407
 PU1452  PID         -  PU1452
 PU1452  STATE/COUNTY-  SD/MEADE
 PU1452  COUNTRY     -  US
 PU1452  USGS QUAD   -  FORT MEADE (2017)
 PU1452
 PU1452                         *CURRENT SURVEY CONTROL
 PU1452  ______________________________________________________________________
 PU1452* NAD 83(1986) POSITION- 44 28 02.     (N) 103 29 17.     (W)   SCALED
 PU1452* NAVD 88 ORTHO HEIGHT -   961.278 (meters)     3153.79  (feet) ADJUSTED
 PU1452  ______________________________________________________________________
 PU1452  GEOID HEIGHT    -        -15.633 (meters)                     GEOID18
 PU1452  DYNAMIC HEIGHT  -        960.988 (meters)     3152.84  (feet) COMP
 PU1452  MODELED GRAVITY -    980,283.9   (mgal)                       NAVD 88
 PU1452
 PU1452  VERT ORDER      -  SECOND    CLASS 0
 PU1452
 PU1452.The horizontal coordinates were scaled from a map and have
 PU1452.an estimated accuracy of +/- 6 seconds.
 PU1452
 PU1452.The orthometric height was determined by differential leveling and
 PU1452.adjusted by the NATIONAL GEODETIC SURVEY
 PU1452.in June 1991.
 PU1452
 PU1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1452.GEOID18 height accuracy estimate available here.
 PU1452
 PU1452.Click photographs - Photos may exist for this station.
 PU1452
 PU1452.The dynamic height is computed by dividing the NAVD 88
 PU1452.geopotential number by the normal gravity value computed on the
 PU1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1452.degrees latitude (g = 980.6199 gals.).
 PU1452
 PU1452.The modeled gravity was interpolated from observed gravity values.
 PU1452
 PU1452;                    North         East    Units  Estimated Accuracy
 PU1452;SPC SD N     -    76,420.      322,530.      MT  (+/- 180 meters Scaled)
 PU1452
 PU1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK202248(NAD 83)
 PU1452
 PU1452                          SUPERSEDED SURVEY CONTROL
 PU1452
 PU1452  NGVD 29 (??/??/92)  960.771  (m)         3152.13   (f) ADJ UNCH    2 0
 PU1452
 PU1452.Superseded values are not recommended for survey control.
 PU1452
 PU1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1452.See file dsdata.pdf to determine how the superseded data were derived.
 PU1452
 PU1452_MARKER: DB = BENCH MARK DISK
 PU1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1452_SP_SET: BRIDGE
 PU1452_STAMPING: S 407 1962
 PU1452_MARK LOGO: CGS
 PU1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1452
 PU1452  HISTORY     - Date     Condition        Report By
 PU1452  HISTORY     - 1962     MONUMENTED       CGS
 PU1452
 PU1452                          STATION DESCRIPTION
 PU1452
 PU1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1452'4.8 MI N FROM STURGIS.
 PU1452'4.85 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1452'0.5 MILE SOUTH OF A SCHOOL HOUSE AND GRAVEL ROAD INTERSECTION,
 PU1452'IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WING WALL OF A
 PU1452'CONCRETE BRIDGE, 10 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 PU1452'ABOUT 2.5 FEET ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1151 ***********************************************************************
 PU1151  DESIGNATION -  S 408
 PU1151  PID         -  PU1151
 PU1151  STATE/COUNTY-  SD/MEADE
 PU1151  COUNTRY     -  US
 PU1151  USGS QUAD   -  VOLUNTEER (2017)
 PU1151
 PU1151                         *CURRENT SURVEY CONTROL
 PU1151  ______________________________________________________________________
 PU1151* NAD 83(1986) POSITION- 44 33 40.     (N) 103 11 10.     (W)   SCALED
 PU1151* NAVD 88 ORTHO HEIGHT -   809.374 (meters)     2655.42  (feet) ADJUSTED
 PU1151  ______________________________________________________________________
 PU1151  GEOID HEIGHT    -        -16.879 (meters)                     GEOID18
 PU1151  DYNAMIC HEIGHT  -        809.162 (meters)     2654.73  (feet) COMP
 PU1151  MODELED GRAVITY -    980,328.1   (mgal)                       NAVD 88
 PU1151
 PU1151  VERT ORDER      -  SECOND    CLASS 0
 PU1151
 PU1151.The horizontal coordinates were scaled from a map and have
 PU1151.an estimated accuracy of +/- 6 seconds.
 PU1151
 PU1151.The orthometric height was determined by differential leveling and
 PU1151.adjusted by the NATIONAL GEODETIC SURVEY
 PU1151.in June 1991.
 PU1151
 PU1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1151.GEOID18 height accuracy estimate available here.
 PU1151
 PU1151.Click photographs - Photos may exist for this station.
 PU1151
 PU1151.The dynamic height is computed by dividing the NAVD 88
 PU1151.geopotential number by the normal gravity value computed on the
 PU1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1151.degrees latitude (g = 980.6199 gals.).
 PU1151
 PU1151.The modeled gravity was interpolated from observed gravity values.
 PU1151
 PU1151;                    North         East    Units  Estimated Accuracy
 PU1151;SPC SD N     -    85,850.      346,950.      MT  (+/- 180 meters Scaled)
 PU1151
 PU1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK440357(NAD 83)
 PU1151
 PU1151                          SUPERSEDED SURVEY CONTROL
 PU1151
 PU1151  NGVD 29 (??/??/92)  808.894  (m)         2653.85   (f) ADJ UNCH    2 0
 PU1151
 PU1151.Superseded values are not recommended for survey control.
 PU1151
 PU1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1151.See file dsdata.pdf to determine how the superseded data were derived.
 PU1151
 PU1151_MARKER: DB = BENCH MARK DISK
 PU1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1151_STAMPING: S 408 1962
 PU1151_MARK LOGO: CGS
 PU1151_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1151+STABILITY: SURFACE MOTION
 PU1151
 PU1151  HISTORY     - Date     Condition        Report By
 PU1151  HISTORY     - 1962     MONUMENTED       CGS
 PU1151
 PU1151                          STATION DESCRIPTION
 PU1151
 PU1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1151'5.8 MI NW FROM VOLUNTEER.
 PU1151'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1151'VOLUNTEER, THENCE 1.1 MILES NORTHWEST, THENCE 2.8 MILES NORTH
 PU1151'ALONG ROADS, 47 FEET WEST OF THE CENTER LINE OF THE ROAD, 108
 PU1151'FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY TO A HOUSE, 93
 PU1151'FEET SOUTH OF A POWER POLE WITH GUY WIRE AND TRANSFORMER,
 PU1151'10 1/2 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1.9 FEET EAST OF
 PU1151'A FENCE, 1.9 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 PU1151'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU1151'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0681 ***********************************************************************
 PU0681  DESIGNATION -  S 409
 PU0681  PID         -  PU0681
 PU0681  STATE/COUNTY-  SD/MEADE
 PU0681  COUNTRY     -  US
 PU0681  USGS QUAD   -  HAYDRAW (2017)
 PU0681
 PU0681                         *CURRENT SURVEY CONTROL
 PU0681  ______________________________________________________________________
 PU0681* NAD 83(1986) POSITION- 44 24 19.     (N) 102 42 33.     (W)   SCALED
 PU0681* NAVD 88 ORTHO HEIGHT -   787.957 (meters)     2585.16  (feet) ADJUSTED
 PU0681  ______________________________________________________________________
 PU0681  GEOID HEIGHT    -        -18.141 (meters)                     GEOID18
 PU0681  DYNAMIC HEIGHT  -        787.744 (meters)     2584.46  (feet) COMP
 PU0681  MODELED GRAVITY -    980,321.7   (mgal)                       NAVD 88
 PU0681
 PU0681  VERT ORDER      -  SECOND    CLASS 0
 PU0681
 PU0681.The horizontal coordinates were scaled from a map and have
 PU0681.an estimated accuracy of +/- 6 seconds.
 PU0681
 PU0681.The orthometric height was determined by differential leveling and
 PU0681.adjusted by the NATIONAL GEODETIC SURVEY
 PU0681.in June 1991.
 PU0681
 PU0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0681.GEOID18 height accuracy estimate available here.
 PU0681
 PU0681.Click photographs - Photos may exist for this station.
 PU0681
 PU0681.The dynamic height is computed by dividing the NAVD 88
 PU0681.geopotential number by the normal gravity value computed on the
 PU0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0681.degrees latitude (g = 980.6199 gals.).
 PU0681
 PU0681.The modeled gravity was interpolated from observed gravity values.
 PU0681
 PU0681;                    North         East    Units  Estimated Accuracy
 PU0681;SPC SD N     -    67,170.      384,230.      MT  (+/- 180 meters Scaled)
 PU0681
 PU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK824194(NAD 83)
 PU0681
 PU0681                          SUPERSEDED SURVEY CONTROL
 PU0681
 PU0681  NGVD 29 (??/??/92)  787.488  (m)         2583.62   (f) ADJ UNCH    2 0
 PU0681
 PU0681.Superseded values are not recommended for survey control.
 PU0681
 PU0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0681.See file dsdata.pdf to determine how the superseded data were derived.
 PU0681
 PU0681_MARKER: DB = BENCH MARK DISK
 PU0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0681_STAMPING: S 409 1962
 PU0681_MARK LOGO: CGS
 PU0681_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0681+STABILITY: SURFACE MOTION
 PU0681
 PU0681  HISTORY     - Date     Condition        Report By
 PU0681  HISTORY     - 1962     MONUMENTED       CGS
 PU0681
 PU0681                          STATION DESCRIPTION
 PU0681
 PU0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0681'11.4 MI E FROM HEREFORD.
 PU0681'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0681'THENCE 0.5 MILE NORTH, THENCE 8.35 MILES EAST ALONG A GRAVEL
 PU0681'ROAD, 35 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15 FEET
 PU0681'EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY SOUTH TO A RANCH
 PU0681'HOUSE, 16 1/2 FEET WEST OF A POWER POLE 3-176, 2.5 FEET SOUTH
 PU0681'OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST AND IN THE TOP
 PU0681'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0955 ***********************************************************************
 PU0955  DESIGNATION -  S 410
 PU0955  PID         -  PU0955
 PU0955  STATE/COUNTY-  SD/MEADE
 PU0955  COUNTRY     -  US
 PU0955  USGS QUAD   -  FAIRPOINT SW (2017)
 PU0955
 PU0955                         *CURRENT SURVEY CONTROL
 PU0955  ______________________________________________________________________
 PU0955* NAD 83(1986) POSITION- 44 30 19.     (N) 102 56 41.     (W)   SCALED
 PU0955* NAVD 88 ORTHO HEIGHT -   828.314 (meters)     2717.56  (feet) ADJUSTED
 PU0955  ______________________________________________________________________
 PU0955  GEOID HEIGHT    -        -17.526 (meters)                     GEOID18
 PU0955  DYNAMIC HEIGHT  -        828.092 (meters)     2716.83  (feet) COMP
 PU0955  MODELED GRAVITY -    980,322.0   (mgal)                       NAVD 88
 PU0955
 PU0955  VERT ORDER      -  FIRST     CLASS II
 PU0955
 PU0955.The horizontal coordinates were scaled from a map and have
 PU0955.an estimated accuracy of +/- 6 seconds.
 PU0955
 PU0955.The orthometric height was determined by differential leveling and
 PU0955.adjusted by the NATIONAL GEODETIC SURVEY
 PU0955.in October 1997.
 PU0955
 PU0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0955.GEOID18 height accuracy estimate available here.
 PU0955
 PU0955.Click photographs - Photos may exist for this station.
 PU0955
 PU0955.The dynamic height is computed by dividing the NAVD 88
 PU0955.geopotential number by the normal gravity value computed on the
 PU0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0955.degrees latitude (g = 980.6199 gals.).
 PU0955
 PU0955.The modeled gravity was interpolated from observed gravity values.
 PU0955
 PU0955;                    North         East    Units  Estimated Accuracy
 PU0955;SPC SD N     -    78,930.      365,880.      MT  (+/- 180 meters Scaled)
 PU0955
 PU0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK633300(NAD 83)
 PU0955
 PU0955                          SUPERSEDED SURVEY CONTROL
 PU0955
 PU0955  NAVD 88 (06/15/91)  828.219  (m)         2717.25   (f) SUPERSEDED  1 2
 PU0955  NGVD 29 (??/??/92)  827.761  (m)         2715.75   (f) ADJ UNCH    1 2
 PU0955
 PU0955.Superseded values are not recommended for survey control.
 PU0955
 PU0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0955.See file dsdata.pdf to determine how the superseded data were derived.
 PU0955
 PU0955_MARKER: DB = BENCH MARK DISK
 PU0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0955_STAMPING: S 410 1962
 PU0955_MARK LOGO: CGS
 PU0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0955+STABILITY: SURFACE MOTION
 PU0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0955+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 PU0955
 PU0955  HISTORY     - Date     Condition        Report By
 PU0955  HISTORY     - 1962     MONUMENTED       CGS
 PU0955  HISTORY     - 1963     GOOD             CGS
 PU0955  HISTORY     - 19950524 GOOD             NGS
 PU0955
 PU0955                          STATION DESCRIPTION
 PU0955
 PU0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0955'10 MI E FROM VOLUNTEER.
 PU0955'10.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0955'VOLUNTEER, 15.1 MILES WEST ALONG STATE HIGHWAY 34 FROM THE
 PU0955'STORE AT UNION CENTER, AT THE JUNCTION OF A ROAD SOUTH TO
 PU0955'HEREFORD, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU0955'62 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 26 FEET
 PU0955'EAST OF A FENCE CORNER, 2.2 FEET NORTH OF A FENCE, 1.9 FEET
 PU0955'WEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE HIGHWAY
 PU0955'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 PU0955
 PU0955                          STATION RECOVERY (1963)
 PU0955
 PU0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0955'RECOVERED IN GOOD CONDITION.
 PU0955
 PU0955                          STATION RECOVERY (1995)
 PU0955
 PU0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0955'23.5 KM (14.60 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0955'OFFICE IN UNION CENTER, 479.5 M (1573.2 FT) EAST OF MILEPOST 66, 30.4
 PU0955'M (99.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.1 M (65.9 FT) EAST OF
 PU0955'THE CENTER OF COUNTY ROAD 19 T, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.5 M
 PU0955'(1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) WEST OF A WITNESS
 PU0955'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PU0955'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2123 ***********************************************************************
 PU2123  DESIGNATION -  S 411 RESET
 PU2123  PID         -  PU2123
 PU2123  STATE/COUNTY-  SD/MEADE
 PU2123  COUNTRY     -  US
 PU2123  USGS QUAD   -  WHITE OWL (2017)
 PU2123
 PU2123                         *CURRENT SURVEY CONTROL
 PU2123  ______________________________________________________________________
 PU2123* NAD 83(1986) POSITION- 44 35 02.     (N) 102 27 33.     (W)   SCALED
 PU2123* NAVD 88 ORTHO HEIGHT -   874.586 (meters)     2869.37  (feet) ADJUSTED
 PU2123  ______________________________________________________________________
 PU2123  GEOID HEIGHT    -        -18.683 (meters)                     GEOID18
 PU2123  DYNAMIC HEIGHT  -        874.356 (meters)     2868.62  (feet) COMP
 PU2123  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 PU2123
 PU2123  VERT ORDER      -  FIRST     CLASS II
 PU2123
 PU2123.The horizontal coordinates were scaled from a map and have
 PU2123.an estimated accuracy of +/- 6 seconds.
 PU2123
 PU2123.The orthometric height was determined by differential leveling and
 PU2123.adjusted by the NATIONAL GEODETIC SURVEY
 PU2123.in October 1997.
 PU2123
 PU2123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2123.GEOID18 height accuracy estimate available here.
 PU2123
 PU2123.Click photographs - Photos may exist for this station.
 PU2123
 PU2123.The dynamic height is computed by dividing the NAVD 88
 PU2123.geopotential number by the normal gravity value computed on the
 PU2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2123.degrees latitude (g = 980.6199 gals.).
 PU2123
 PU2123.The modeled gravity was interpolated from observed gravity values.
 PU2123
 PU2123;                    North         East    Units  Estimated Accuracy
 PU2123;SPC SD N     -    86,370.      404,740.      MT  (+/- 180 meters Scaled)
 PU2123
 PU2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK017398(NAD 83)
 PU2123
 PU2123                          SUPERSEDED SURVEY CONTROL
 PU2123
 PU2123  NGVD 29 (04/17/07)  874.09   (m)         2867.7    (f) RESET       3  
 PU2123
 PU2123.Superseded values are not recommended for survey control.
 PU2123
 PU2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2123.See file dsdata.pdf to determine how the superseded data were derived.
 PU2123
 PU2123_MARKER: DV = VERTICAL CONTROL DISK
 PU2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2123_STAMPING: S 411 RESET 1980
 PU2123_MARK LOGO: NGS
 PU2123_PROJECTION: FLUSH
 PU2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2123+STABILITY: SURFACE MOTION
 PU2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2123+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2123
 PU2123  HISTORY     - Date     Condition        Report By
 PU2123  HISTORY     - 1980     MONUMENTED       NGS
 PU2123  HISTORY     - 19950605 GOOD             NGS
 PU2123
 PU2123                          STATION DESCRIPTION
 PU2123
 PU2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 PU2123'5.4 MI EAST FROM ENNING.
 PU2123'5.355 MILES EAST ALONG STATE HIGHWAY 34 FROMM THE POST OFFICE AND
 PU2123'STORE IN ENNING, 99.0 FEET WEST OF CENTER OF STATE HIGHWAY 34.
 PU2123
 PU2123                          STATION RECOVERY (1995)
 PU2123
 PU2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2123'17.6 KM (10.95 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU2123'OFFICE IN UNION CENTER, 115.3 M (378.3 FT) WEST OF MILEPOST 92, 30.4 M
 PU2123'(99.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT)
 PU2123'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M (1.0 FT)
 PU2123'SOUTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 PU2123'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1247 ***********************************************************************
 PU1247  DESIGNATION -  S 412
 PU1247  PID         -  PU1247
 PU1247  STATE/COUNTY-  SD/BUTTE
 PU1247  COUNTRY     -  US
 PU1247  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1247
 PU1247                         *CURRENT SURVEY CONTROL
 PU1247  ______________________________________________________________________
 PU1247* NAD 83(1986) POSITION- 44 45 37.     (N) 103 19 42.     (W)   SCALED
 PU1247* NAVD 88 ORTHO HEIGHT -   849.217 (meters)     2786.14  (feet) ADJUSTED
 PU1247  ______________________________________________________________________
 PU1247  GEOID HEIGHT    -        -16.572 (meters)                     GEOID18
 PU1247  DYNAMIC HEIGHT  -        849.008 (meters)     2785.45  (feet) COMP
 PU1247  MODELED GRAVITY -    980,343.1   (mgal)                       NAVD 88
 PU1247
 PU1247  VERT ORDER      -  FIRST     CLASS II
 PU1247
 PU1247.The horizontal coordinates were scaled from a map and have
 PU1247.an estimated accuracy of +/- 6 seconds.
 PU1247
 PU1247.The orthometric height was determined by differential leveling and
 PU1247.adjusted by the NATIONAL GEODETIC SURVEY
 PU1247.in June 1991.
 PU1247
 PU1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1247.GEOID18 height accuracy estimate available here.
 PU1247
 PU1247.Click photographs - Photos may exist for this station.
 PU1247
 PU1247.The dynamic height is computed by dividing the NAVD 88
 PU1247.geopotential number by the normal gravity value computed on the
 PU1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1247.degrees latitude (g = 980.6199 gals.).
 PU1247
 PU1247.The modeled gravity was interpolated from observed gravity values.
 PU1247
 PU1247;                    North         East    Units  Estimated Accuracy
 PU1247;SPC SD N     -   108,420.      336,570.      MT  (+/- 180 meters Scaled)
 PU1247
 PU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK323576(NAD 83)
 PU1247
 PU1247                          SUPERSEDED SURVEY CONTROL
 PU1247
 PU1247  NGVD 29 (??/??/92)  848.746  (m)         2784.59   (f) ADJ UNCH    1 2
 PU1247
 PU1247.Superseded values are not recommended for survey control.
 PU1247
 PU1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1247.See file dsdata.pdf to determine how the superseded data were derived.
 PU1247
 PU1247_MARKER: DB = BENCH MARK DISK
 PU1247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1247_SP_SET: ABUTMENT
 PU1247_STAMPING: S 412 1963
 PU1247_MARK LOGO: CGS
 PU1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1247+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1247
 PU1247  HISTORY     - Date     Condition        Report By
 PU1247  HISTORY     - 1963     MONUMENTED       CGS
 PU1247  HISTORY     - 19951116 GOOD             NGS
 PU1247
 PU1247                          STATION DESCRIPTION
 PU1247
 PU1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1247'5.8 MI NE FROM NEWELL.
 PU1247'ABOUT 5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1247'SCHOOL AT NEWELL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 PU1247'NORTHEAST CONCRETE ABUTMENT OF A 200-FOOT CONCRETE BRIDGE OVER
 PU1247'WILLOW CREEK, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1247'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PU1247
 PU1247                          STATION RECOVERY (1995)
 PU1247
 PU1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1247'9.2 KM (5.70 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1247'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT)
 PU1247'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 PU1247'HIGHWAY BRIDGE NUMBER 44.91 SPANNING WILLOW CREEK, 72.4 M (237.5 FT)
 PU1247'SOUTHWEST OF MILEPOST 45, 5.3 M (17.4 FT) SOUTHEAST OF THE HIGHWAY
 PU1247'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1357 ***********************************************************************
 PU1357  DESIGNATION -  S 413
 PU1357  PID         -  PU1357
 PU1357  STATE/COUNTY-  SD/BUTTE
 PU1357  COUNTRY     -  US
 PU1357  USGS QUAD   -  NEWELL (2017)
 PU1357
 PU1357                         *CURRENT SURVEY CONTROL
 PU1357  ______________________________________________________________________
 PU1357* NAD 83(1986) POSITION- 44 42 18.     (N) 103 27 55.     (W)   SCALED
 PU1357* NAVD 88 ORTHO HEIGHT -   852.753 (meters)     2797.74  (feet) ADJUSTED
 PU1357  ______________________________________________________________________
 PU1357  GEOID HEIGHT    -        -16.270 (meters)                     GEOID18
 PU1357  DYNAMIC HEIGHT  -        852.532 (meters)     2797.02  (feet) COMP
 PU1357  MODELED GRAVITY -    980,330.6   (mgal)                       NAVD 88
 PU1357
 PU1357  VERT ORDER      -  SECOND    CLASS 0
 PU1357
 PU1357.The horizontal coordinates were scaled from a map and have
 PU1357.an estimated accuracy of +/- 6 seconds.
 PU1357
 PU1357.The orthometric height was determined by differential leveling and
 PU1357.adjusted by the NATIONAL GEODETIC SURVEY
 PU1357.in June 1991.
 PU1357
 PU1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1357.GEOID18 height accuracy estimate available here.
 PU1357
 PU1357.Click photographs - Photos may exist for this station.
 PU1357
 PU1357.The dynamic height is computed by dividing the NAVD 88
 PU1357.geopotential number by the normal gravity value computed on the
 PU1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1357.degrees latitude (g = 980.6199 gals.).
 PU1357
 PU1357.The modeled gravity was interpolated from observed gravity values.
 PU1357
 PU1357;                    North         East    Units  Estimated Accuracy
 PU1357;SPC SD N     -   102,740.      325,470.      MT  (+/- 180 meters Scaled)
 PU1357
 PU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK215513(NAD 83)
 PU1357
 PU1357                          SUPERSEDED SURVEY CONTROL
 PU1357
 PU1357  NGVD 29 (??/??/92)  852.276  (m)         2796.18   (f) ADJ UNCH    2 0
 PU1357
 PU1357.Superseded values are not recommended for survey control.
 PU1357
 PU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1357.See file dsdata.pdf to determine how the superseded data were derived.
 PU1357
 PU1357_MARKER: DB = BENCH MARK DISK
 PU1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1357_STAMPING: S 413 1963
 PU1357_MARK LOGO: CGS
 PU1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1357+STABILITY: SURFACE MOTION
 PU1357
 PU1357  HISTORY     - Date     Condition        Report By
 PU1357  HISTORY     - 1963     MONUMENTED       CGS
 PU1357
 PU1357                          STATION DESCRIPTION
 PU1357
 PU1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1357'6.5 MI W FROM NEWELL.
 PU1357'ABOUT 4.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1357'SCHOOL AT NEWELL, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 PU1357'ABOUT 110 YARDS NORTH OF THE NORTH END OF A 60-FOOT WOODEN BRIDGE
 PU1357'OVER A SMALL STREAM, AT A ROAD INTERSECTION, 63.5 FEET SOUTH
 PU1357'OF THE CENTERLINE OF THE ROAD LEADING EAST, 25 FEET EAST OF THE
 PU1357'CENTERLINE OF THE ROAD LEADING SOUTH, 2.5 FEET WEST OF A FENCE,
 PU1357'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 PU1357'LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 PU1357'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1111 ***********************************************************************
 PU1111  DESIGNATION -  S 414
 PU1111  PID         -  PU1111
 PU1111  STATE/COUNTY-  SD/BUTTE
 PU1111  COUNTRY     -  US
 PU1111  USGS QUAD   -  NEWELL LAKE (2017)
 PU1111
 PU1111                         *CURRENT SURVEY CONTROL
 PU1111  ______________________________________________________________________
 PU1111* NAD 83(1986) POSITION- 44 47 32.     (N) 103 26 45.     (W)   SCALED
 PU1111* NAVD 88 ORTHO HEIGHT -   884.031 (meters)     2900.36  (feet) ADJUSTED
 PU1111  ______________________________________________________________________
 PU1111  GEOID HEIGHT    -        -16.359 (meters)                     GEOID18
 PU1111  DYNAMIC HEIGHT  -        883.808 (meters)     2899.63  (feet) COMP
 PU1111  MODELED GRAVITY -    980,335.4   (mgal)                       NAVD 88
 PU1111
 PU1111  VERT ORDER      -  SECOND    CLASS 0
 PU1111
 PU1111.The horizontal coordinates were scaled from a map and have
 PU1111.an estimated accuracy of +/- 6 seconds.
 PU1111
 PU1111.The orthometric height was determined by differential leveling and
 PU1111.adjusted by the NATIONAL GEODETIC SURVEY
 PU1111.in June 1991.
 PU1111
 PU1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1111.GEOID18 height accuracy estimate available here.
 PU1111
 PU1111.Click photographs - Photos may exist for this station.
 PU1111
 PU1111.The dynamic height is computed by dividing the NAVD 88
 PU1111.geopotential number by the normal gravity value computed on the
 PU1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1111.degrees latitude (g = 980.6199 gals.).
 PU1111
 PU1111.The modeled gravity was interpolated from observed gravity values.
 PU1111
 PU1111;                    North         East    Units  Estimated Accuracy
 PU1111;SPC SD N     -   112,360.      327,420.      MT  (+/- 180 meters Scaled)
 PU1111
 PU1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK229610(NAD 83)
 PU1111
 PU1111                          SUPERSEDED SURVEY CONTROL
 PU1111
 PU1111  NGVD 29 (??/??/92)  883.552  (m)         2898.79   (f) ADJ UNCH    2 0
 PU1111
 PU1111.Superseded values are not recommended for survey control.
 PU1111
 PU1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1111.See file dsdata.pdf to determine how the superseded data were derived.
 PU1111
 PU1111_MARKER: DB = BENCH MARK DISK
 PU1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1111_STAMPING: S 414 1963
 PU1111_MARK LOGO: CGS
 PU1111_PROJECTION: PROJECTING 18 CENTIMETERS
 PU1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1111+STABILITY: SURFACE MOTION
 PU1111
 PU1111  HISTORY     - Date     Condition        Report By
 PU1111  HISTORY     - 1963     MONUMENTED       CGS
 PU1111
 PU1111                          STATION DESCRIPTION
 PU1111
 PU1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1111'6.2 MI NW FROM NEWELL.
 PU1111'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1111'SCHOOL AT NEWELL, THENCE 1.0 MILE WEST ALONG A GRAVELED COUNTY
 PU1111'ROAD, 51 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION OF A
 PU1111'ROAD LEADING NORTH, 45 FEET NORTH OF THE CENTERLINE OF THE
 PU1111'GRAVELED ROAD, 22 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 PU1111'NORTH, 10 FEET NORTH OF A FENCE CORNER, 2.0 FEET EAST OF A
 PU1111'NORTH-SOUTH FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU1111'1 FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE
 PU1111'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1913 ***********************************************************************
 PU1913  DESIGNATION -  S 415
 PU1913  PID         -  PU1913
 PU1913  STATE/COUNTY-  SD/BUTTE
 PU1913  COUNTRY     -  US
 PU1913  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1913
 PU1913                         *CURRENT SURVEY CONTROL
 PU1913  ______________________________________________________________________
 PU1913* NAD 83(1986) POSITION- 44 50 22.     (N) 103 31 39.     (W)   SCALED
 PU1913* NAVD 88 ORTHO HEIGHT -   899.351 (meters)     2950.62  (feet) ADJUSTED
 PU1913  ______________________________________________________________________
 PU1913  GEOID HEIGHT    -        -16.231 (meters)                     GEOID18
 PU1913  DYNAMIC HEIGHT  -        899.123 (meters)     2949.87  (feet) COMP
 PU1913  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 PU1913
 PU1913  VERT ORDER      -  SECOND    CLASS 0
 PU1913
 PU1913.The horizontal coordinates were scaled from a map and have
 PU1913.an estimated accuracy of +/- 6 seconds.
 PU1913
 PU1913.The orthometric height was determined by differential leveling and
 PU1913.adjusted by the NATIONAL GEODETIC SURVEY
 PU1913.in June 1991.
 PU1913
 PU1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1913.GEOID18 height accuracy estimate available here.
 PU1913
 PU1913.Click photographs - Photos may exist for this station.
 PU1913
 PU1913.The dynamic height is computed by dividing the NAVD 88
 PU1913.geopotential number by the normal gravity value computed on the
 PU1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1913.degrees latitude (g = 980.6199 gals.).
 PU1913
 PU1913.The modeled gravity was interpolated from observed gravity values.
 PU1913
 PU1913;                    North         East    Units  Estimated Accuracy
 PU1913;SPC SD N     -   117,880.      321,200.      MT  (+/- 180 meters Scaled)
 PU1913
 PU1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK163661(NAD 83)
 PU1913
 PU1913                          SUPERSEDED SURVEY CONTROL
 PU1913
 PU1913  NGVD 29 (??/??/92)  898.869  (m)         2949.04   (f) ADJ UNCH    2 0
 PU1913
 PU1913.Superseded values are not recommended for survey control.
 PU1913
 PU1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1913.See file dsdata.pdf to determine how the superseded data were derived.
 PU1913
 PU1913_MARKER: DB = BENCH MARK DISK
 PU1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1913_STAMPING: S 415 1963
 PU1913_MARK LOGO: CGS
 PU1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1913+STABILITY: SURFACE MOTION
 PU1913
 PU1913  HISTORY     - Date     Condition        Report By
 PU1913  HISTORY     - 1963     MONUMENTED       CGS
 PU1913
 PU1913                          STATION DESCRIPTION
 PU1913
 PU1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1913'13.2 MI NW FROM NEWELL.
 PU1913'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1913'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1913'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1913'1.1 MILES NORTHWEST ALONG A TRCK ROAD ON PRIVATE PROPERTY OWNED
 PU1913'AND OPERATED BY THE PERSHEY BROTHERS, 14 FEET NORTH OF THE
 PU1913'CENTERLINE OF THE TRACK ROAD, 4.3 FEET NORTHWEST OF THE NORTH
 PU1913'END OF A WIRE GATE, 2.0 FEET WEST OF A NORTH-SOUTH FENCE,
 PU1913'2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1913'THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1913'0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1279 ***********************************************************************
 PU1279  DESIGNATION -  S 416
 PU1279  PID         -  PU1279
 PU1279  STATE/COUNTY-  SD/BUTTE
 PU1279  COUNTRY     -  US
 PU1279  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1279
 PU1279                         *CURRENT SURVEY CONTROL
 PU1279  ______________________________________________________________________
 PU1279* NAD 83(1986) POSITION- 44 54 26.     (N) 103 03 38.     (W)   SCALED
 PU1279* NAVD 88 ORTHO HEIGHT -   838.450 (meters)     2750.81  (feet) ADJUSTED
 PU1279  ______________________________________________________________________
 PU1279  GEOID HEIGHT    -        -17.137 (meters)                     GEOID18
 PU1279  DYNAMIC HEIGHT  -        838.256 (meters)     2750.18  (feet) COMP
 PU1279  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 PU1279
 PU1279  VERT ORDER      -  FIRST     CLASS II
 PU1279
 PU1279.The horizontal coordinates were scaled from a map and have
 PU1279.an estimated accuracy of +/- 6 seconds.
 PU1279
 PU1279.The orthometric height was determined by differential leveling and
 PU1279.adjusted by the NATIONAL GEODETIC SURVEY
 PU1279.in July 1998.
 PU1279
 PU1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1279.GEOID18 height accuracy estimate available here.
 PU1279
 PU1279.Click photographs - Photos may exist for this station.
 PU1279
 PU1279.The dynamic height is computed by dividing the NAVD 88
 PU1279.geopotential number by the normal gravity value computed on the
 PU1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1279.degrees latitude (g = 980.6199 gals.).
 PU1279
 PU1279.The modeled gravity was interpolated from observed gravity values.
 PU1279
 PU1279;                    North         East    Units  Estimated Accuracy
 PU1279;SPC SD N     -   123,900.      358,370.      MT  (+/- 180 meters Scaled)
 PU1279
 PU1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK531744(NAD 83)
 PU1279
 PU1279                          SUPERSEDED SURVEY CONTROL
 PU1279
 PU1279  NAVD 88 (06/15/91)  838.470  (m)         2750.88   (f) SUPERSEDED  1 2
 PU1279  NGVD 29 (??/??/92)  837.992  (m)         2749.31   (f) ADJ UNCH    1 2
 PU1279
 PU1279.Superseded values are not recommended for survey control.
 PU1279
 PU1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1279.See file dsdata.pdf to determine how the superseded data were derived.
 PU1279
 PU1279_MARKER: DB = BENCH MARK DISK
 PU1279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1279_SP_SET: HEADWALL
 PU1279_STAMPING: S 416 1963
 PU1279_MARK LOGO: CGS
 PU1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1279+STABILITY: SURFACE MOTION
 PU1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1279+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1279
 PU1279  HISTORY     - Date     Condition        Report By
 PU1279  HISTORY     - 1963     MONUMENTED       CGS
 PU1279  HISTORY     - 19951116 GOOD             NGS
 PU1279
 PU1279                          STATION DESCRIPTION
 PU1279
 PU1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1279'22.5 MI NE FROM NEWELL.
 PU1279'ABOUT 22.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1279'HIGH SCHOOL AT NEWELL, ABOUT 0.6 MILE SOUTHWEST OF A 150-FOOT
 PU1279'BRIDGE OVER SULPHUR CREEK, SET IN THE TOP OF THE NORTHEAST END
 PU1279'OF THE SOUTHEAST CONCRETE HEADWALL OF A 22-FOOT CONCRETE CULVERT,
 PU1279'25.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT
 PU1279'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT 2
 PU1279'FEET BELOW THE LEVEL OF THE HIGHWAY.
 PU1279
 PU1279                          STATION RECOVERY (1995)
 PU1279
 PU1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1279'18.3 KM (11.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1279'OFFICE IN MUD BUTTE, IN TOP OF AND 0.1 M (0.3 FT) SOUTHWEST OF THE
 PU1279'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF CULVERT NUMBER
 PU1279'61.54, 712.0 M (2336.0 FT) SOUTHWEST OF MILEPOST 62, 8.4 M (27.6 FT)
 PU1279'SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE
 PU1279'LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1318 ***********************************************************************
 PU1318  DESIGNATION -  S 417
 PU1318  PID         -  PU1318
 PU1318  STATE/COUNTY-  SD/BUTTE
 PU1318  COUNTRY     -  US
 PU1318  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1318
 PU1318                         *CURRENT SURVEY CONTROL
 PU1318  ______________________________________________________________________
 PU1318* NAD 83(1986) POSITION- 44 55 24.     (N) 103 14 15.     (W)   SCALED
 PU1318* NAVD 88 ORTHO HEIGHT -   895.840 (meters)     2939.10  (feet) ADJUSTED
 PU1318  ______________________________________________________________________
 PU1318  GEOID HEIGHT    -        -16.794 (meters)                     GEOID18
 PU1318  DYNAMIC HEIGHT  -        895.626 (meters)     2938.40  (feet) COMP
 PU1318  MODELED GRAVITY -    980,347.1   (mgal)                       NAVD 88
 PU1318
 PU1318  VERT ORDER      -  SECOND    CLASS 0
 PU1318
 PU1318.The horizontal coordinates were scaled from a map and have
 PU1318.an estimated accuracy of +/- 6 seconds.
 PU1318
 PU1318.The orthometric height was determined by differential leveling and
 PU1318.adjusted by the NATIONAL GEODETIC SURVEY
 PU1318.in June 1991.
 PU1318
 PU1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1318.GEOID18 height accuracy estimate available here.
 PU1318
 PU1318.Click photographs - Photos may exist for this station.
 PU1318
 PU1318.The dynamic height is computed by dividing the NAVD 88
 PU1318.geopotential number by the normal gravity value computed on the
 PU1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1318.degrees latitude (g = 980.6199 gals.).
 PU1318
 PU1318.The modeled gravity was interpolated from observed gravity values.
 PU1318
 PU1318;                    North         East    Units  Estimated Accuracy
 PU1318;SPC SD N     -   126,230.      344,480.      MT  (+/- 180 meters Scaled)
 PU1318
 PU1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK390759(NAD 83)
 PU1318
 PU1318                          SUPERSEDED SURVEY CONTROL
 PU1318
 PU1318  NGVD 29 (??/??/92)  895.359  (m)         2937.52   (f) ADJ UNCH    2 0
 PU1318
 PU1318.Superseded values are not recommended for survey control.
 PU1318
 PU1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1318.See file dsdata.pdf to determine how the superseded data were derived.
 PU1318
 PU1318_MARKER: DB = BENCH MARK DISK
 PU1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1318_STAMPING: S 417 1963
 PU1318_MARK LOGO: CGS
 PU1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1318+STABILITY: SURFACE MOTION
 PU1318
 PU1318  HISTORY     - Date     Condition        Report By
 PU1318  HISTORY     - 1963     MONUMENTED       CGS
 PU1318
 PU1318                          STATION DESCRIPTION
 PU1318
 PU1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1318'12 MI SE FROM CASTLE ROCK.
 PU1318'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1318'OFFICE AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A
 PU1318'GRADED COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED
 PU1318'COUNTY ROAD, THENCE 2.1 MILES EAST ALONG A GRADED COUNTY ROAD,
 PU1318'33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET NORTHWEST
 PU1318'OF THE WEST END OF A WIRE GATE, 2.0 FEET NORTH OF AN EAST-WEST
 PU1318'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 PU1318'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1318'POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1481 ***********************************************************************
 PU1481  DESIGNATION -  S 418
 PU1481  PID         -  PU1481
 PU1481  STATE/COUNTY-  SD/MEADE
 PU1481  COUNTRY     -  US
 PU1481  USGS QUAD   -  FORT MEADE (2017)
 PU1481
 PU1481                         *CURRENT SURVEY CONTROL
 PU1481  ______________________________________________________________________
 PU1481* NAD 83(1986) POSITION- 44 26 13.     (N) 103 23 42.     (W)   SCALED
 PU1481* NAVD 88 ORTHO HEIGHT -   949.011 (meters)     3113.55  (feet) ADJUSTED
 PU1481  ______________________________________________________________________
 PU1481  GEOID HEIGHT    -        -15.908 (meters)                     GEOID18
 PU1481  DYNAMIC HEIGHT  -        948.721 (meters)     3112.60  (feet) COMP
 PU1481  MODELED GRAVITY -    980,279.6   (mgal)                       NAVD 88
 PU1481
 PU1481  VERT ORDER      -  FIRST     CLASS II
 PU1481
 PU1481.The horizontal coordinates were scaled from a map and have
 PU1481.an estimated accuracy of +/- 6 seconds.
 PU1481
 PU1481.The orthometric height was determined by differential leveling and
 PU1481.adjusted by the NATIONAL GEODETIC SURVEY
 PU1481.in October 1997.
 PU1481
 PU1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1481.GEOID18 height accuracy estimate available here.
 PU1481
 PU1481.Click photographs - Photos may exist for this station.
 PU1481
 PU1481.The dynamic height is computed by dividing the NAVD 88
 PU1481.geopotential number by the normal gravity value computed on the
 PU1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1481.degrees latitude (g = 980.6199 gals.).
 PU1481
 PU1481.The modeled gravity was interpolated from observed gravity values.
 PU1481
 PU1481;                    North         East    Units  Estimated Accuracy
 PU1481;SPC SD N     -    72,740.      329,790.      MT  (+/- 180 meters Scaled)
 PU1481
 PU1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK277216(NAD 83)
 PU1481
 PU1481                          SUPERSEDED SURVEY CONTROL
 PU1481
 PU1481  NAVD 88 (06/15/91)  949.006  (m)         3113.53   (f) SUPERSEDED  1 2
 PU1481  NGVD 29 (??/??/92)  948.506  (m)         3111.89   (f) ADJ UNCH    1 2
 PU1481
 PU1481.Superseded values are not recommended for survey control.
 PU1481
 PU1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1481.See file dsdata.pdf to determine how the superseded data were derived.
 PU1481
 PU1481_MARKER: DB = BENCH MARK DISK
 PU1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1481_STAMPING: S 418 1963
 PU1481_MARK LOGO: CGS
 PU1481_PROJECTION: FLUSH
 PU1481_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1481+STABILITY: SURFACE MOTION
 PU1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1481+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 PU1481
 PU1481  HISTORY     - Date     Condition        Report By
 PU1481  HISTORY     - 1963     MONUMENTED       CGS
 PU1481  HISTORY     - 19950513 GOOD             NGS
 PU1481  HISTORY     - 20120322 GOOD             INDIV
 PU1481
 PU1481                          STATION DESCRIPTION
 PU1481
 PU1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1481'5.6 MI SW FROM BEAR BUTTE.
 PU1481'ABOUT 5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE
 PU1481'CATHOLIC CHURCH AT BEAR BUTTE, 73 FEET SOUTHEAST OF THE CENTERLINE
 PU1481'OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF A T-JUNCTION OF FENCES,
 PU1481'1.5 FEET NORTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL
 PU1481'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY,
 PU1481'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1481'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 6.7 MILES
 PU1481'NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 PU1481'STURGIS.
 PU1481
 PU1481                          STATION RECOVERY (1995)
 PU1481
 PU1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1481'12.1 KM (7.50 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU1481'INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 850.0 M (2788.7 FT) WEST
 PU1481'OF MILEPOST 42, 744.0 M (2440.9 FT) EAST OF MILEPOST 41, 22.7 M (74.5
 PU1481'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT) SOUTHWEST OF
 PU1481'THE CENTER OF A GATE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU1481'1.0 M (3.3 FT) WEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) NORTHWEST OF A
 PU1481'FENCE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS
 PU1481'FLUSH WITH THE GROUND SURFACE.
 PU1481
 PU1481                          STATION RECOVERY (2012)
 PU1481
 PU1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0652 ***********************************************************************
 QS0652  DESIGNATION -  S 428
 QS0652  PID         -  QS0652
 QS0652  STATE/COUNTY-  SD/CORSON
 QS0652  COUNTRY     -  US
 QS0652  USGS QUAD   -  ISABEL (2017)
 QS0652
 QS0652                         *CURRENT SURVEY CONTROL
 QS0652  ______________________________________________________________________
 QS0652* NAD 83(1986) POSITION- 45 28 22.     (N) 101 25 44.     (W)   SCALED
 QS0652* NAVD 88 ORTHO HEIGHT -   684.600 (meters)     2246.06  (feet) ADJUSTED
 QS0652  ______________________________________________________________________
 QS0652  GEOID HEIGHT    -        -20.463 (meters)                     GEOID18
 QS0652  DYNAMIC HEIGHT  -        684.504 (meters)     2245.74  (feet) COMP
 QS0652  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 QS0652
 QS0652  VERT ORDER      -  FIRST     CLASS II
 QS0652
 QS0652.The horizontal coordinates were scaled from a map and have
 QS0652.an estimated accuracy of +/- 6 seconds.
 QS0652
 QS0652.The orthometric height was determined by differential leveling and
 QS0652.adjusted by the NATIONAL GEODETIC SURVEY
 QS0652.in June 1991.
 QS0652
 QS0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0652.GEOID18 height accuracy estimate available here.
 QS0652
 QS0652.Click photographs - Photos may exist for this station.
 QS0652
 QS0652.The dynamic height is computed by dividing the NAVD 88
 QS0652.geopotential number by the normal gravity value computed on the
 QS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0652.degrees latitude (g = 980.6199 gals.).
 QS0652
 QS0652.The modeled gravity was interpolated from observed gravity values.
 QS0652
 QS0652;                    North         East    Units  Estimated Accuracy
 QS0652;SPC SD N     -   183,170.      488,280.      MT  (+/- 180 meters Scaled)
 QS0652
 QS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR101383(NAD 83)
 QS0652
 QS0652                          SUPERSEDED SURVEY CONTROL
 QS0652
 QS0652.No superseded survey control is available for this station.
 QS0652
 QS0652_MARKER: I = METAL ROD
 QS0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0652_STAMPING: S 428 1985
 QS0652_MARK LOGO: NGS
 QS0652_PROJECTION: FLUSH
 QS0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0652_ROD/PIPE-DEPTH: 4.9 meters
 QS0652
 QS0652  HISTORY     - Date     Condition        Report By
 QS0652  HISTORY     - 1985     MONUMENTED       NGS
 QS0652
 QS0652                          STATION DESCRIPTION
 QS0652
 QS0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0652'8.9 KM (5.55 MI) NORTH FROM ISABEL.
 QS0652'8.9 KM (5.55 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0652'ISABEL, AT THE CORSON-DEWEY COUNTY LINE, 31.4 METERS (103 FT) EAST OF
 QS0652'THE HIGHWAY CENTERLINE, 15.2 METERS (50 FT) NORTH OF THE CENTER OF A
 QS0652'WIRE GATE AND A TRACK PASTURE ROAD, 21.3 METERS (70 FT) EAST OF A
 QS0652'CORSON COUNTY LINE SIGN, 0.79 METER (2.6 FT) NORTH-NORTHEAST OF A
 QS0652'POWER POLE AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 QS0652'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0652'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST
 QS0652'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0634 ***********************************************************************
 OT0634  DESIGNATION -  S 429
 OT0634  PID         -  OT0634
 OT0634  STATE/COUNTY-  SD/FALL RIVER
 OT0634  COUNTRY     -  US
 OT0634  USGS QUAD   -  EDGEMONT NE (2017)
 OT0634
 OT0634                         *CURRENT SURVEY CONTROL
 OT0634  ______________________________________________________________________
 OT0634* NAD 83(1986) POSITION- 43 22 55.     (N) 103 45 36.     (W)   SCALED
 OT0634* NAVD 88 ORTHO HEIGHT -  1246.592 (meters)     4089.86  (feet) ADJUSTED
 OT0634  ______________________________________________________________________
 OT0634  GEOID HEIGHT    -        -14.900 (meters)                     GEOID18
 OT0634  DYNAMIC HEIGHT  -       1246.061 (meters)     4088.12  (feet) COMP
 OT0634  MODELED GRAVITY -    980,149.6   (mgal)                       NAVD 88
 OT0634
 OT0634  VERT ORDER      -  FIRST     CLASS II
 OT0634
 OT0634.The horizontal coordinates were scaled from a map and have
 OT0634.an estimated accuracy of +/- 6 seconds.
 OT0634
 OT0634.The orthometric height was determined by differential leveling and
 OT0634.adjusted by the NATIONAL GEODETIC SURVEY
 OT0634.in June 1991.
 OT0634
 OT0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0634.GEOID18 height accuracy estimate available here.
 OT0634
 OT0634.Click photographs - Photos may exist for this station.
 OT0634
 OT0634.The dynamic height is computed by dividing the NAVD 88
 OT0634.geopotential number by the normal gravity value computed on the
 OT0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0634.degrees latitude (g = 980.6199 gals.).
 OT0634
 OT0634.The modeled gravity was interpolated from observed gravity values.
 OT0634
 OT0634;                    North         East    Units  Estimated Accuracy
 OT0634;SPC SD S     -   122,220.      322,430.      MT  (+/- 180 meters Scaled)
 OT0634
 OT0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ004039(NAD 83)
 OT0634
 OT0634                          SUPERSEDED SURVEY CONTROL
 OT0634
 OT0634.No superseded survey control is available for this station.
 OT0634
 OT0634_MARKER: DV = VERTICAL CONTROL DISK
 OT0634_SETTING: 66 = SET IN ROCK OUTCROP
 OT0634_STAMPING: S 429 1985
 OT0634_MARK LOGO: NGS
 OT0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0634+STABILITY: POSITION/ELEVATION WELL
 OT0634
 OT0634  HISTORY     - Date     Condition        Report By
 OT0634  HISTORY     - 1985     MONUMENTED       NGS
 OT0634
 OT0634                          STATION DESCRIPTION
 OT0634
 OT0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0634'10.0 KM (6.2 MI) NE FROM EDGEMONT.
 OT0634'10.05 KM (6.2 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0634'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0634'TOP OF AND 0.9 METER (3 FT) SOUTH OF THE NORTH END OF A 4- BY 6-FOOT
 OT0634'PORTION OF SANDSTONE OUTCROP PROJECTING 3-INCHES ABOVE THE SURFACE OF
 OT0634'THE GROUND, AT THE NORTH END OF A HIGHWAY FILL AND THE SOUTH END OF A
 OT0634'SHORT CUT, 35.0 METERS (115 FT) WEST OF THE HIGHWAY CENTERLINE, 51.5
 OT0634'METERS (167 FT) SOUTH OF THE SOUTH END OF A WIRE GATE, 4.4 METERS
 OT0634'(14.5 FT) EAST OF THE RIGHT-OF-WAY FENCE AND 0.9 METER (3 FT) WEST OF
 OT0634'THE EAST EDGE OF THE ROCK.
 OT0634'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0634'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0661 ***********************************************************************
 OT0661  DESIGNATION -  S 430
 OT0661  PID         -  OT0661
 OT0661  STATE/COUNTY-  SD/CUSTER
 OT0661  COUNTRY     -  US
 OT0661  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0661
 OT0661                         *CURRENT SURVEY CONTROL
 OT0661  ______________________________________________________________________
 OT0661* NAD 83(1986) POSITION- 43 36 27.     (N) 103 17 54.     (W)   SCALED
 OT0661* NAVD 88 ORTHO HEIGHT -  1057.172 (meters)     3468.41  (feet) ADJUSTED
 OT0661  ______________________________________________________________________
 OT0661  GEOID HEIGHT    -        -15.829 (meters)                     GEOID18
 OT0661  DYNAMIC HEIGHT  -       1056.752 (meters)     3467.03  (feet) COMP
 OT0661  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 OT0661
 OT0661  VERT ORDER      -  FIRST     CLASS II
 OT0661
 OT0661.The horizontal coordinates were scaled from a map and have
 OT0661.an estimated accuracy of +/- 6 seconds.
 OT0661
 OT0661.The orthometric height was determined by differential leveling and
 OT0661.adjusted by the NATIONAL GEODETIC SURVEY
 OT0661.in June 1991.
 OT0661
 OT0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0661.GEOID18 height accuracy estimate available here.
 OT0661
 OT0661.Click photographs - Photos may exist for this station.
 OT0661
 OT0661.The dynamic height is computed by dividing the NAVD 88
 OT0661.geopotential number by the normal gravity value computed on the
 OT0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0661.degrees latitude (g = 980.6199 gals.).
 OT0661
 OT0661.The modeled gravity was interpolated from observed gravity values.
 OT0661
 OT0661;                    North         East    Units  Estimated Accuracy
 OT0661;SPC SD S     -   145,820.      360,700.      MT  (+/- 180 meters Scaled)
 OT0661
 OT0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ373296(NAD 83)
 OT0661
 OT0661                          SUPERSEDED SURVEY CONTROL
 OT0661
 OT0661.No superseded survey control is available for this station.
 OT0661
 OT0661_MARKER: DV = VERTICAL CONTROL DISK
 OT0661_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0661_SP_SET: WINGWALL ATTACHED TO ABUTMENT
 OT0661_STAMPING: S 430 1985
 OT0661_MARK LOGO: NGS
 OT0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0661+STABILITY: SURFACE MOTION
 OT0661
 OT0661  HISTORY     - Date     Condition        Report By
 OT0661  HISTORY     - 1985     MONUMENTED       NGS
 OT0661
 OT0661                          STATION DESCRIPTION
 OT0661
 OT0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0661'29.1 KM (18.1 MI) SOUTH FROM HERMOSA.
 OT0661'29.1 KM (18.15 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0661'STATE HIGHWAY 40 EAST AT HERMOSA, IN TOP OF AND 2.0 METERS (6.5 FT)
 OT0661'EAST OF THE WEST END OF THE SOUTHWEST WINGWALL FOR THE BRIDGE OVER
 OT0661'LAME JOHNNY CREEK, 5.6 METERS (18.5 FT) WEST OF THE HIGHWAY
 OT0661'CENTERLINE.
 OT0661'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2141 ***********************************************************************
 PU2141  DESIGNATION -  S 431
 PU2141  PID         -  PU2141
 PU2141  STATE/COUNTY-  SD/PENNINGTON
 PU2141  COUNTRY     -  US
 PU2141  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2141
 PU2141                         *CURRENT SURVEY CONTROL
 PU2141  ______________________________________________________________________
 PU2141* NAD 83(1986) POSITION- 44 01 22.     (N) 103 11 32.     (W)   SCALED
 PU2141* NAVD 88 ORTHO HEIGHT -  1009.051 (meters)     3310.53  (feet) ADJUSTED
 PU2141  ______________________________________________________________________
 PU2141  GEOID HEIGHT    -        -16.060 (meters)                     GEOID18
 PU2141  DYNAMIC HEIGHT  -       1008.698 (meters)     3309.37  (feet) COMP
 PU2141  MODELED GRAVITY -    980,234.1   (mgal)                       NAVD 88
 PU2141
 PU2141  VERT ORDER      -  FIRST     CLASS II
 PU2141
 PU2141.The horizontal coordinates were scaled from a map and have
 PU2141.an estimated accuracy of +/- 6 seconds.
 PU2141
 PU2141.The orthometric height was determined by differential leveling and
 PU2141.adjusted by the NATIONAL GEODETIC SURVEY
 PU2141.in June 1991.
 PU2141
 PU2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2141.GEOID18 height accuracy estimate available here.
 PU2141
 PU2141.Click photographs - Photos may exist for this station.
 PU2141
 PU2141.The dynamic height is computed by dividing the NAVD 88
 PU2141.geopotential number by the normal gravity value computed on the
 PU2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2141.degrees latitude (g = 980.6199 gals.).
 PU2141
 PU2141.The modeled gravity was interpolated from observed gravity values.
 PU2141
 PU2141;                    North         East    Units  Estimated Accuracy
 PU2141;SPC SD S     -   191,630.      370,850.      MT  (+/- 180 meters Scaled)
 PU2141
 PU2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ448759(NAD 83)
 PU2141
 PU2141                          SUPERSEDED SURVEY CONTROL
 PU2141
 PU2141.No superseded survey control is available for this station.
 PU2141
 PU2141_MARKER: I = METAL ROD
 PU2141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PU2141_STAMPING: S 431 1985
 PU2141_MARK LOGO: NGS
 PU2141_PROJECTION: FLUSH
 PU2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2141+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 PU2141_ROD/PIPE-DEPTH: 4.5 meters
 PU2141
 PU2141  HISTORY     - Date     Condition        Report By
 PU2141  HISTORY     - 1985     MONUMENTED       NGS
 PU2141  HISTORY     - 20120313 GOOD             INDIV
 PU2141
 PU2141                          STATION DESCRIPTION
 PU2141
 PU2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2141'7.2 KM (4.5 MI) SOUTH FROM RAPID CITY.
 PU2141'7.2 KM (4.5 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 PU2141'RAPID CITY, 0.65 KM (0.4 MI) NORTH OF MILEPOST 73, 0.15 KM (0.1 MI)
 PU2141'SOUTH OF THE ENTRANCE TO A STATE HIGHWAY DEPARTMENT STORAGE YARD, 47.2
 PU2141'METERS (155 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES, 8.8
 PU2141'METERS (29 FT) WEST OF THE CENTER OF A DIRT ROAD, 1.7 METERS (5.5 FT)
 PU2141'NORTH OF THE SOUTHEAST FENCE CORNER POST FOR THE FENCE AROUND THE
 PU2141'STORAGE YARD AND 0.5 METER (1.5 FT) EAST OF THE FENCE.  NOTE--ACCESS
 PU2141'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PU2141'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PU2141'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PU2141
 PU2141                          STATION RECOVERY (2012)
 PU2141
 PU2141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0911 ***********************************************************************
 PT0911  DESIGNATION -  S 432
 PT0911  PID         -  PT0911
 PT0911  STATE/COUNTY-  SD/STANLEY
 PT0911  COUNTRY     -  US
 PT0911  USGS QUAD   -  MIDLAND NW (2017)
 PT0911
 PT0911                         *CURRENT SURVEY CONTROL
 PT0911  ______________________________________________________________________
 PT0911* NAD 83(1986) POSITION- 44 10 51.     (N) 101 07 42.     (W)   SCALED
 PT0911* NAVD 88 ORTHO HEIGHT -   642.081 (meters)     2106.56  (feet) ADJUSTED
 PT0911  ______________________________________________________________________
 PT0911  GEOID HEIGHT    -        -22.708 (meters)                     GEOID18
 PT0911  DYNAMIC HEIGHT  -        641.901 (meters)     2105.97  (feet) COMP
 PT0911  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 PT0911
 PT0911  VERT ORDER      -  FIRST     CLASS II
 PT0911
 PT0911.The horizontal coordinates were scaled from a map and have
 PT0911.an estimated accuracy of +/- 6 seconds.
 PT0911
 PT0911.The orthometric height was determined by differential leveling and
 PT0911.adjusted by the NATIONAL GEODETIC SURVEY
 PT0911.in June 1991.
 PT0911
 PT0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0911.GEOID18 height accuracy estimate available here.
 PT0911
 PT0911.Click photographs - Photos may exist for this station.
 PT0911
 PT0911.The dynamic height is computed by dividing the NAVD 88
 PT0911.geopotential number by the normal gravity value computed on the
 PT0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0911.degrees latitude (g = 980.6199 gals.).
 PT0911
 PT0911.The modeled gravity was interpolated from observed gravity values.
 PT0911
 PT0911;                    North         East    Units  Estimated Accuracy
 PT0911;SPC SD S     -   205,550.      536,430.      MT  (+/- 180 meters Scaled)
 PT0911
 PT0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP298941(NAD 83)
 PT0911
 PT0911                          SUPERSEDED SURVEY CONTROL
 PT0911
 PT0911.No superseded survey control is available for this station.
 PT0911
 PT0911_MARKER: I = METAL ROD
 PT0911_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0911+WITH SETTING: INFORMATION.
 PT0911_STAMPING: S 432 1985
 PT0911_MARK LOGO: NGS
 PT0911_PROJECTION: FLUSH
 PT0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0911+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0911_ROD/PIPE-DEPTH: 1.8 meters
 PT0911
 PT0911  HISTORY     - Date     Condition        Report By
 PT0911  HISTORY     - 1985     MONUMENTED       NGS
 PT0911  HISTORY     - 20120605 GOOD             INDIV
 PT0911
 PT0911                          STATION DESCRIPTION
 PT0911
 PT0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0911'13.6 KM (8.45 MI) NORTH FROM MIDLAND.
 PT0911'13.58 KM (8.44 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM
 PT0911'THEIR JUNCTION AT MIDLAND, IN THE NORTHWEST CORNER OF THE JUNCTION OF
 PT0911'A TRACK ROAD, 0.33 KM (0.21 MI) SOUTH OF MILEPOST 177, 1.36 KM (0.85
 PT0911'MI) NORTH OF THE STANLEY-HAAKON COUNTY LINE, 29.9 METERS (98 FT) WEST
 PT0911'OF THE HIGHWAY CENTERLINE, 7.9 METERS (26 FT) NORTH OF THE CENTER OF
 PT0911'THE TRACK ROAD AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 PT0911'ROD SET TO 6-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS
 PT0911'HAD THROUGH A 5-INCH LOGO CAP.
 PT0911'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0911'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PT0911
 PT0911                          STATION RECOVERY (2012)
 PT0911
 PT0911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0955 ***********************************************************************
 PT0955  DESIGNATION -  S 433
 PT0955  PID         -  PT0955
 PT0955  STATE/COUNTY-  SD/ZIEBACH
 PT0955  COUNTRY     -  US
 PT0955  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0955
 PT0955                         *CURRENT SURVEY CONTROL
 PT0955  ______________________________________________________________________
 PT0955* NAD 83(1986) POSITION- 44 46 39.     (N) 101 15 31.     (W)   SCALED
 PT0955* NAVD 88 ORTHO HEIGHT -   612.579 (meters)     2009.77  (feet) ADJUSTED
 PT0955  ______________________________________________________________________
 PT0955  GEOID HEIGHT    -        -21.637 (meters)                     GEOID18
 PT0955  DYNAMIC HEIGHT  -        612.463 (meters)     2009.39  (feet) COMP
 PT0955  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 PT0955
 PT0955  VERT ORDER      -  FIRST     CLASS II
 PT0955
 PT0955.The horizontal coordinates were scaled from a map and have
 PT0955.an estimated accuracy of +/- 6 seconds.
 PT0955
 PT0955.The orthometric height was determined by differential leveling and
 PT0955.adjusted by the NATIONAL GEODETIC SURVEY
 PT0955.in June 1991.
 PT0955
 PT0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0955.GEOID18 height accuracy estimate available here.
 PT0955
 PT0955.Click photographs - Photos may exist for this station.
 PT0955
 PT0955.The dynamic height is computed by dividing the NAVD 88
 PT0955.geopotential number by the normal gravity value computed on the
 PT0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0955.degrees latitude (g = 980.6199 gals.).
 PT0955
 PT0955.The modeled gravity was interpolated from observed gravity values.
 PT0955
 PT0955;                    North         East    Units  Estimated Accuracy
 PT0955;SPC SD N     -   105,690.      500,390.      MT  (+/- 180 meters Scaled)
 PT0955
 PT0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ212607(NAD 83)
 PT0955
 PT0955                          SUPERSEDED SURVEY CONTROL
 PT0955
 PT0955.No superseded survey control is available for this station.
 PT0955
 PT0955_MARKER: I = METAL ROD
 PT0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0955_STAMPING: S 433 1985
 PT0955_MARK LOGO: NGS
 PT0955_PROJECTION: FLUSH
 PT0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0955+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 PT0955_ROD/PIPE-DEPTH: 6.1 meters
 PT0955
 PT0955  HISTORY     - Date     Condition        Report By
 PT0955  HISTORY     - 1985     MONUMENTED       NGS
 PT0955  HISTORY     - 20110413 GOOD             INDIV
 PT0955
 PT0955                          STATION DESCRIPTION
 PT0955
 PT0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0955'30.0 KM (18.65 MI) SOUTH FROM EAGLE BUTTE.
 PT0955'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0955'STREET AT EAGLE BUTTE, THENCE 26.54 KM (16.49 MI) SOUTH ALONG STATE
 PT0955'HIGHWAY 63, AT THE NORTHEAST CORNER OF THE JUNCTION OF A GRAVEL
 PT0955'SECTION LINE ROAD, IN THE CENTER OF A TRIPLE WOODEN POST BRACE IN THE
 PT0955'RIGHT-OF-WAY FENCE, 0.21 KM (0.13 MI) NORTH OF MILEPOST 151, 30.2
 PT0955'METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE, 89.0 METERS (292 FT)
 PT0955'NORTH OF THE CENTER OF THE ROAD, 4.9 METERS (16 FT) NORTH-NORTHWEST OF
 PT0955'THE FIRST POWER POLE NORTH OF A T JUNCTION POWER POLE AND 0.3 METER
 PT0955'(1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PT0955'HAD THROUGH A 5-INCH LOGO CAP.
 PT0955'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0955'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0955
 PT0955                          STATION RECOVERY (2011)
 PT0955
 PT0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0585 ***********************************************************************
 QS0585  DESIGNATION -  S 434
 QS0585  PID         -  QS0585
 QS0585  STATE/COUNTY-  SD/DEWEY
 QS0585  COUNTRY     -  US
 QS0585  USGS QUAD   -  LANTRY SE (2017)
 QS0585
 QS0585                         *CURRENT SURVEY CONTROL
 QS0585  ______________________________________________________________________
 QS0585* NAD 83(1986) POSITION- 45 00 28.     (N) 101 20 56.     (W)   SCALED
 QS0585* NAVD 88 ORTHO HEIGHT -   735.241 (meters)     2412.20  (feet) ADJUSTED
 QS0585  ______________________________________________________________________
 QS0585  GEOID HEIGHT    -        -21.021 (meters)                     GEOID18
 QS0585  DYNAMIC HEIGHT  -        735.101 (meters)     2411.74  (feet) COMP
 QS0585  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 QS0585
 QS0585  VERT ORDER      -  FIRST     CLASS II
 QS0585
 QS0585.The horizontal coordinates were scaled from a map and have
 QS0585.an estimated accuracy of +/- 6 seconds.
 QS0585
 QS0585.The orthometric height was determined by differential leveling and
 QS0585.adjusted by the NATIONAL GEODETIC SURVEY
 QS0585.in June 1991.
 QS0585
 QS0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0585.GEOID18 height accuracy estimate available here.
 QS0585
 QS0585.Click photographs - Photos may exist for this station.
 QS0585
 QS0585.The dynamic height is computed by dividing the NAVD 88
 QS0585.geopotential number by the normal gravity value computed on the
 QS0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0585.degrees latitude (g = 980.6199 gals.).
 QS0585
 QS0585.The modeled gravity was interpolated from observed gravity values.
 QS0585
 QS0585;                    North         East    Units  Estimated Accuracy
 QS0585;SPC SD N     -   131,390.      493,670.      MT  (+/- 180 meters Scaled)
 QS0585
 QS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ148864(NAD 83)
 QS0585
 QS0585                          SUPERSEDED SURVEY CONTROL
 QS0585
 QS0585.No superseded survey control is available for this station.
 QS0585
 QS0585_MARKER: I = METAL ROD
 QS0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0585_STAMPING: S 434 1985
 QS0585_MARK LOGO: NGS
 QS0585_PROJECTION: FLUSH
 QS0585_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0585+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 QS0585_ROD/PIPE-DEPTH: 6.1 meters
 QS0585
 QS0585  HISTORY     - Date     Condition        Report By
 QS0585  HISTORY     - 1985     MONUMENTED       NGS
 QS0585  HISTORY     - 19960425 GOOD             NGS
 QS0585  HISTORY     - 20120711 GOOD             INDIV
 QS0585
 QS0585                          STATION DESCRIPTION
 QS0585
 QS0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0585'9.1 KM (5.65 MI) WEST FROM EAGLE BUTTE.
 QS0585'9.12 KM (5.67 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0585'STREET AT EAGLE BUTTE, 0.79 KM (0.49 MI) WEST OF THE JUNCTION OF A
 QS0585'GRAVEL SECTION LINE ROAD, 22.6 METERS (74 FT) SOUTH OF THE HIGHWAY
 QS0585'CENTERLINE, 26.8 METERS (88 FT) EAST OF A T JUNCTION IN THE
 QS0585'RIGHT-OF-WAY FENCE, 1.8 METERS (6 FT) WEST OF A POLWER POLE AND
 QS0585'1.2 METERS (4 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 QS0585'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0585'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0585'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 QS0585
 QS0585                          STATION RECOVERY (1996)
 QS0585
 QS0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0585'9.2 KM (5.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0585'MAIN STREET IN EAGLE BUTTE, 803.0 M (2634.5 FT) WEST OF MILEPOST 150,
 QS0585'26.8 M (87.9 FT) EAST OF A T-FENCE CORNER, 22.6 M (74.1 FT) SOUTH OF
 QS0585'THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) WEST OF A UTILITY POLE, 1.5 M
 QS0585'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) NORTH OF A
 QS0585'FENCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 QS0585'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0585
 QS0585                          STATION RECOVERY (2012)
 QS0585
 QS0585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2146 ***********************************************************************
 PU2146  CBN         -  This is a Cooperative Base Network Control Station.
 PU2146  DESIGNATION -  S 435
 PU2146  PID         -  PU2146
 PU2146  STATE/COUNTY-  SD/PENNINGTON
 PU2146  COUNTRY     -  US
 PU2146  USGS QUAD   -  BOX ELDER (2017)
 PU2146
 PU2146                         *CURRENT SURVEY CONTROL
 PU2146  ______________________________________________________________________
 PU2146* NAD 83(2011) POSITION- 44 01 27.70186(N) 103 04 10.95954(W)   ADJUSTED
 PU2146* NAD 83(2011) ELLIP HT-   895.951 (meters)        (06/27/12)   ADJUSTED
 PU2146* NAD 83(2011) EPOCH   -  2010.00
 PU2146* NAVD 88 ORTHO HEIGHT -   912.667 (meters)     2994.31  (feet) ADJUSTED
 PU2146  ______________________________________________________________________
 PU2146  GEOID HEIGHT    -        -16.713 (meters)                     GEOID18
 PU2146  NAD 83(2011) X  - -1,038,924.807 (meters)                     COMP
 PU2146  NAD 83(2011) Y  - -4,475,229.011 (meters)                     COMP
 PU2146  NAD 83(2011) Z  -  4,410,661.034 (meters)                     COMP
 PU2146  LAPLACE CORR    -        -10.07  (seconds)                    DEFLEC18
 PU2146  DYNAMIC HEIGHT  -        912.355 (meters)     2993.28  (feet) COMP
 PU2146  MODELED GRAVITY -    980,245.3   (mgal)                       NAVD 88
 PU2146
 PU2146  VERT ORDER      -  FIRST     CLASS II
 PU2146
 PU2146  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU2146  Standards:
 PU2146         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU2146            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU2146  -------------------------------------------------------------------
 PU2146  NETWORK    0.58   1.18           0.27   0.19   0.60     -0.05156543
 PU2146  -------------------------------------------------------------------
 PU2146  Click here for local accuracies and other accuracy information.
 PU2146
 PU2146.The horizontal coordinates were established by GPS observations
 PU2146.and adjusted by the National Geodetic Survey in June 2012.
 PU2146
 PU2146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU2146.been affixed to the stable North American tectonic plate. See 
 PU2146.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU2146
 PU2146.The horizontal coordinates are valid at the epoch date displayed above
 PU2146.which is a decimal equivalence of Year/Month/Day.
 PU2146
 PU2146.The orthometric height was determined by differential leveling and
 PU2146.adjusted by the NATIONAL GEODETIC SURVEY
 PU2146.in June 1991.
 PU2146
 PU2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2146.GEOID18 height accuracy estimate available here.
 PU2146
 PU2146.Click photographs - Photos may exist for this station.
 PU2146
 PU2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2146
 PU2146.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2146
 PU2146.The ellipsoidal height was determined by GPS observations
 PU2146.and is referenced to NAD 83.
 PU2146
 PU2146.The dynamic height is computed by dividing the NAVD 88
 PU2146.geopotential number by the normal gravity value computed on the
 PU2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2146.degrees latitude (g = 980.6199 gals.).
 PU2146
 PU2146.The modeled gravity was interpolated from observed gravity values.
 PU2146
 PU2146. The following values were computed from the NAD 83(2011) position.
 PU2146
 PU2146;                    North         East     Units Scale Factor Converg.
 PU2146;SPC SD S     -   191,475.012   380,670.005   MT  0.99993194   -1 53 15.7
 PU2146;SPC SD S     -   628,197.60  1,248,914.84   sFT  0.99993194   -1 53 15.7
 PU2146;UTM  13      - 4,876,389.970   654,696.912   MT  0.99989434   +1 20 30.3
 PU2146
 PU2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2146!SPC SD S     -   0.99985953  x   0.99993194  =   0.99979148
 PU2146!UTM  13      -   0.99985953  x   0.99989434  =   0.99975389
 PU2146
 PU2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5469676389(NAD 83)
 PU2146
 PU2146                          SUPERSEDED SURVEY CONTROL
 PU2146
 PU2146  NAD 83(2007)-  44 01 27.70175(N)    103 04 10.96068(W) AD(2002.00) 0
 PU2146  ELLIP H (02/10/07)  895.979  (m)                       GP(2002.00)    
 PU2146  NAD 83(1993)-  44 01 27.70117(N)    103 04 10.96060(W) AD(       ) A
 PU2146  ELLIP H (06/23/03)  895.967  (m)                       GP(       ) 3 1
 PU2146  NAVD 88             912.67   (m)         2994.3    (f) LEVELING    3  
 PU2146
 PU2146.Superseded values are not recommended for survey control.
 PU2146
 PU2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2146.See file dsdata.pdf to determine how the superseded data were derived.
 PU2146
 PU2146_MARKER: I = METAL ROD
 PU2146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PU2146_STAMPING: S 435 1985
 PU2146_MARK LOGO: NGS
 PU2146_PROJECTION: FLUSH
 PU2146_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2146+STABILITY: POSITION/ELEVATION WELL
 PU2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2146+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2011
 PU2146_ROD/PIPE-DEPTH: 12.5 meters
 PU2146_SLEEVE-DEPTH  : 11.9 meters
 PU2146
 PU2146  HISTORY     - Date     Condition        Report By
 PU2146  HISTORY     - 1985     MONUMENTED       NGS
 PU2146  HISTORY     - 20020513 GOOD             SDDT
 PU2146  HISTORY     - 20110125 GOOD             INDIV
 PU2146
 PU2146                          STATION DESCRIPTION
 PU2146
 PU2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2146'13.1 KM (8.15 MI) SE FROM RAPID CITY.
 PU2146'0.3 KM (0.2 MI) NORTH ALONG US 16 FROM THE POST OFFICE IN RAPID CITY,
 PU2146'THENCE 12.85 KM (8.05 MI) SOUTHEAST ALONG STATE HIGHWAY 44, IN THE
 PU2146'NORTHEAST CORNER OF THE Y JUNCTION OF THE REGIONAL AIRPORT ROAD, 30.5
 PU2146'METERS (100 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 97.5 METERS (320
 PU2146'FT) SOUTHEAST OF THE CENTER OF THE ROAD, 1.2 METERS (4 FT) NORTHWEST
 PU2146'OF THE NORTHWEST END OF A WIRE GATE AND 0.6 METER (2 FT) SOUTHWEST OF
 PU2146'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PU2146'5-INCH LOGO CAP.
 PU2146'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PU2146'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 PU2146
 PU2146                          STATION RECOVERY (2002)
 PU2146
 PU2146'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PU2146'RECOVERED AS DESCRIBED
 PU2146'
 PU2146
 PU2146                          STATION RECOVERY (2011)
 PU2146
 PU2146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0638 ***********************************************************************
 OS0638  DESIGNATION -  S 436
 OS0638  PID         -  OS0638
 OS0638  STATE/COUNTY-  SD/JACKSON
 OS0638  COUNTRY     -  US
 OS0638  USGS QUAD   -  STAMFORD SW (2017)
 OS0638
 OS0638                         *CURRENT SURVEY CONTROL
 OS0638  ______________________________________________________________________
 OS0638* NAD 83(1986) POSITION- 43 50 39.     (N) 101 13 13.     (W)   SCALED
 OS0638* NAVD 88 ORTHO HEIGHT -   703.982 (meters)     2309.65  (feet) ADJUSTED
 OS0638  ______________________________________________________________________
 OS0638  GEOID HEIGHT    -        -22.712 (meters)                     GEOID18
 OS0638  DYNAMIC HEIGHT  -        703.757 (meters)     2308.91  (feet) COMP
 OS0638  MODELED GRAVITY -    980,275.4   (mgal)                       NAVD 88
 OS0638
 OS0638  VERT ORDER      -  FIRST     CLASS II
 OS0638
 OS0638.The horizontal coordinates were scaled from a map and have
 OS0638.an estimated accuracy of +/- 6 seconds.
 OS0638
 OS0638.The orthometric height was determined by differential leveling and
 OS0638.adjusted by the NATIONAL GEODETIC SURVEY
 OS0638.in June 1991.
 OS0638
 OS0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0638.GEOID18 height accuracy estimate available here.
 OS0638
 OS0638.Click photographs - Photos may exist for this station.
 OS0638
 OS0638.The dynamic height is computed by dividing the NAVD 88
 OS0638.geopotential number by the normal gravity value computed on the
 OS0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0638.degrees latitude (g = 980.6199 gals.).
 OS0638
 OS0638.The modeled gravity was interpolated from observed gravity values.
 OS0638
 OS0638;                    North         East    Units  Estimated Accuracy
 OS0638;SPC SD S     -   168,220.      528,680.      MT  (+/- 180 meters Scaled)
 OS0638
 OS0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP215569(NAD 83)
 OS0638
 OS0638                          SUPERSEDED SURVEY CONTROL
 OS0638
 OS0638.No superseded survey control is available for this station.
 OS0638
 OS0638_MARKER: I = METAL ROD
 OS0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0638_STAMPING: S 436 1985
 OS0638_MARK LOGO: NGS
 OS0638_PROJECTION: FLUSH
 OS0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0638+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1991
 OS0638_ROD/PIPE-DEPTH: 8.5 meters
 OS0638
 OS0638  HISTORY     - Date     Condition        Report By
 OS0638  HISTORY     - 1985     MONUMENTED       NGS
 OS0638  HISTORY     - 19910702 GOOD             NGS
 OS0638
 OS0638                          STATION DESCRIPTION
 OS0638
 OS0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0638'5.3 KM (3.3 MI) EAST FROM BELVIDERE.
 OS0638'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 OS0638'1.15 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0638'BELVIDERE, THENCE 4.15 KM (2.6 MI) EAST ALONG I-90, 0.6 KM (0.4 MI)
 OS0638'SOUTHWEST OF MILEPOST 166, AT THE NORTHEAST END OF A CURVE, 37.6
 OS0638'METERS (123.5 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 30.6
 OS0638'METERS (100.5 FT) NORTHWEST OF THE CENTER OF THE FRONTAGE ROAD,
 OS0638'2.6 METERS (8.5 FT) SOUTHWEST OF THE NORTHEAST END OF A TRIPLE WOODEN
 OS0638'RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) NORTHWEST OF THE
 OS0638'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OS0638'5-INCH LOGO CAP.
 OS0638'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OS0638
 OS0638                          STATION RECOVERY (1991)
 OS0638
 OS0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0638'24.9 KM (15.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0638'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 1.0 KM (0.60
 OS0638'MI) EAST OF MILEPOST 165, 37.6 M (123.4 FT) SOUTHEAST OF THE
 OS0638'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 31.0 M (101.7 FT)
 OS0638'NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 1.8 M (5.9 FT) BELOW
 OS0638'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF THE CENTER OF 3
 OS0638'BRACED FENCE POSTS, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 OS0638'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0612 ***********************************************************************
 QS0612  DESIGNATION -  S 438
 QS0612  PID         -  QS0612
 QS0612  STATE/COUNTY-  SD/DEWEY
 QS0612  COUNTRY     -  US
 QS0612  USGS QUAD   -  ISABEL SW (2017)
 QS0612
 QS0612                         *CURRENT SURVEY CONTROL
 QS0612  ______________________________________________________________________
 QS0612* NAD 83(1986) POSITION- 45 18 38.     (N) 101 29 10.     (W)   SCALED
 QS0612* NAVD 88 ORTHO HEIGHT -   702.009 (meters)     2303.17  (feet) ADJUSTED
 QS0612  ______________________________________________________________________
 QS0612  GEOID HEIGHT    -        -20.573 (meters)                     GEOID18
 QS0612  DYNAMIC HEIGHT  -        701.894 (meters)     2302.80  (feet) COMP
 QS0612  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 QS0612
 QS0612  VERT ORDER      -  FIRST     CLASS II
 QS0612
 QS0612.The horizontal coordinates were scaled from a map and have
 QS0612.an estimated accuracy of +/- 6 seconds.
 QS0612
 QS0612.The orthometric height was determined by differential leveling and
 QS0612.adjusted by the NATIONAL GEODETIC SURVEY
 QS0612.in June 1991.
 QS0612
 QS0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0612.GEOID18 height accuracy estimate available here.
 QS0612
 QS0612.Click photographs - Photos may exist for this station.
 QS0612
 QS0612.The dynamic height is computed by dividing the NAVD 88
 QS0612.geopotential number by the normal gravity value computed on the
 QS0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0612.degrees latitude (g = 980.6199 gals.).
 QS0612
 QS0612.The modeled gravity was interpolated from observed gravity values.
 QS0612
 QS0612;                    North         East    Units  Estimated Accuracy
 QS0612;SPC SD N     -   165,220.      483,470.      MT  (+/- 180 meters Scaled)
 QS0612
 QS0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR051204(NAD 83)
 QS0612
 QS0612                          SUPERSEDED SURVEY CONTROL
 QS0612
 QS0612.No superseded survey control is available for this station.
 QS0612
 QS0612_MARKER: I = METAL ROD
 QS0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0612_STAMPING: S 438 1985
 QS0612_MARK LOGO: NGS
 QS0612_PROJECTION: FLUSH
 QS0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0612+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 QS0612_ROD/PIPE-DEPTH: 5.5 meters
 QS0612
 QS0612  HISTORY     - Date     Condition        Report By
 QS0612  HISTORY     - 1985     MONUMENTED       NGS
 QS0612  HISTORY     - 20120731 GOOD             INDIV
 QS0612
 QS0612                          STATION DESCRIPTION
 QS0612
 QS0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0612'13.6 KM (8.45 MI) SOUTH FROM ISABEL.
 QS0612'13.58 KM (8.44 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0612'AT ISABEL, IN THE CENTER OF A DOUBLE WOODEN POST BRACE IN THE
 QS0612'RIGHT-OF-WAY FENCE, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 QS0612'GRAVEL ROAD LEADING EAST, 0.40 KM (0.25 MI) SOUTH OF THE Y JUNCTION OF
 QS0612'A GRAVEL ROAD LEADING WEST, AT THE TOP OF A RISE IN THE HIGHWAY,
 QS0612'0.57 KM (0.35 MI) SOUTH OF MILEPOST 185, 19.4 METERS (63.5 FT) EAST OF
 QS0612'THE HIGHWAY CENTERLINE, 8.8 METERS (29 FT) NORTH OF THE CENTER OF THE
 QS0612'GRAVEL ROAD, 7.9 METERS (26 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 QS0612'METAL CATTLE GUARD IN THE GRAVEL ROAD, 1.2 METERS (4 FT) SOUTHEAST OF
 QS0612'THE SOUTHEAST END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE AND
 QS0612'0.3 METER (1 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 QS0612'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0612'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 QS0612'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0612
 QS0612                          STATION RECOVERY (2012)
 QS0612
 QS0612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0066 ***********************************************************************
 PS0066  DESIGNATION -  S 44
 PS0066  PID         -  PS0066
 PS0066  STATE/COUNTY-  SD/SANBORN
 PS0066  COUNTRY     -  US
 PS0066  USGS QUAD   -  WOONSOCKET (2017)
 PS0066
 PS0066                         *CURRENT SURVEY CONTROL
 PS0066  ______________________________________________________________________
 PS0066* NAD 83(1986) POSITION- 44 03 26.     (N) 098 16 36.     (W)   SCALED
 PS0066* NAVD 88 ORTHO HEIGHT -   398.604 (meters)     1307.75  (feet) ADJUSTED
 PS0066  ______________________________________________________________________
 PS0066  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 PS0066  DYNAMIC HEIGHT  -        398.524 (meters)     1307.49  (feet) COMP
 PS0066  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 PS0066
 PS0066  VERT ORDER      -  FIRST     CLASS II
 PS0066
 PS0066.The horizontal coordinates were scaled from a map and have
 PS0066.an estimated accuracy of +/- 6 seconds.
 PS0066
 PS0066.The orthometric height was determined by differential leveling and
 PS0066.adjusted by the NATIONAL GEODETIC SURVEY
 PS0066.in June 1991.
 PS0066
 PS0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0066.GEOID18 height accuracy estimate available here.
 PS0066
 PS0066.Click photographs - Photos may exist for this station.
 PS0066
 PS0066.The dynamic height is computed by dividing the NAVD 88
 PS0066.geopotential number by the normal gravity value computed on the
 PS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0066.degrees latitude (g = 980.6199 gals.).
 PS0066
 PS0066.The modeled gravity was interpolated from observed gravity values.
 PS0066
 PS0066;                    North         East    Units  Estimated Accuracy
 PS0066;SPC SD S     -   193,550.      764,770.      MT  (+/- 180 meters Scaled)
 PS0066
 PS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP579784(NAD 83)
 PS0066
 PS0066                          SUPERSEDED SURVEY CONTROL
 PS0066
 PS0066  NGVD 29 (??/??/92)  398.308  (m)         1306.78   (f) ADJ UNCH    1 2
 PS0066
 PS0066.Superseded values are not recommended for survey control.
 PS0066
 PS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0066.See file dsdata.pdf to determine how the superseded data were derived.
 PS0066
 PS0066_MARKER: DB = BENCH MARK DISK
 PS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0066_STAMPING: S 44 1934
 PS0066_MARK LOGO: CGS
 PS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0066+STABILITY: SURFACE MOTION
 PS0066
 PS0066  HISTORY     - Date     Condition        Report By
 PS0066  HISTORY     - 1934     MONUMENTED       CGS
 PS0066  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0066  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0066
 PS0066                          STATION DESCRIPTION
 PS0066
 PS0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0066'AT WOONSOCKET.
 PS0066'AT WOONSOCKET, SANBORN COUNTY, 90 FEET NORTH OF THE CHICAGO,
 PS0066'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 18 FEET
 PS0066'WEST OF THE CENTER LINE OF THE MAIN TRACK, AND 4 FEET NORTH
 PS0066'OF A POLE.  A STANDARD DISK, STAMPED S 44 1934 AND SET IN THE TOP
 PS0066'OF A CONCRETE POST.
 PS0066
 PS0066                          STATION RECOVERY (1973)
 PS0066
 PS0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0066'MARK NOT FOUND.
 PS0066
 PS0066                          STATION RECOVERY (2012)
 PS0066
 PS0066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0964 ***********************************************************************
 OQ0964  DESIGNATION -  S 447
 OQ0964  PID         -  OQ0964
 OQ0964  STATE/COUNTY-  SD/LINCOLN
 OQ0964  COUNTRY     -  US
 OQ0964  USGS QUAD   -  BERESFORD NE (2017)
 OQ0964
 OQ0964                         *CURRENT SURVEY CONTROL
 OQ0964  ______________________________________________________________________
 OQ0964* NAD 83(1986) POSITION- 43 11 59.     (N) 096 47 43.     (W)   SCALED
 OQ0964* NAVD 88 ORTHO HEIGHT -   407.148 (meters)     1335.78  (feet) ADJUSTED
 OQ0964  ______________________________________________________________________
 OQ0964  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 OQ0964  DYNAMIC HEIGHT  -        407.029 (meters)     1335.39  (feet) COMP
 OQ0964  MODELED GRAVITY -    980,315.0   (mgal)                       NAVD 88
 OQ0964
 OQ0964  VERT ORDER      -  FIRST     CLASS II
 OQ0964
 OQ0964.The horizontal coordinates were scaled from a map and have
 OQ0964.an estimated accuracy of +/- 6 seconds.
 OQ0964
 OQ0964.The orthometric height was determined by differential leveling and
 OQ0964.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0964.in June 1991.
 OQ0964
 OQ0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0964.GEOID18 height accuracy estimate available here.
 OQ0964
 OQ0964.Click photographs - Photos may exist for this station.
 OQ0964
 OQ0964.The dynamic height is computed by dividing the NAVD 88
 OQ0964.geopotential number by the normal gravity value computed on the
 OQ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0964.degrees latitude (g = 980.6199 gals.).
 OQ0964
 OQ0964.The modeled gravity was interpolated from observed gravity values.
 OQ0964
 OQ0964;                    North         East    Units  Estimated Accuracy
 OQ0964;SPC SD S     -   102,370.      887,450.      MT  (+/- 180 meters Scaled)
 OQ0964
 OQ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN791853(NAD 83)
 OQ0964
 OQ0964                          SUPERSEDED SURVEY CONTROL
 OQ0964
 OQ0964.No superseded survey control is available for this station.
 OQ0964
 OQ0964_MARKER: I = METAL ROD
 OQ0964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0964_STAMPING: S 447 1990
 OQ0964_MARK LOGO: NGS
 OQ0964_PROJECTION: PROJECTING 7 CENTIMETERS
 OQ0964_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0964+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 OQ0964_ROD/PIPE-DEPTH: 6.7 meters
 OQ0964_SLEEVE-DEPTH  : 0.9 meters
 OQ0964
 OQ0964  HISTORY     - Date     Condition        Report By
 OQ0964  HISTORY     - 1990     MONUMENTED       NGS
 OQ0964  HISTORY     - 20120229 GOOD             INDIV
 OQ0964
 OQ0964                          STATION DESCRIPTION
 OQ0964
 OQ0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0964'12.9 KM (8.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0964'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.55 KM (0.34 MI) NORTH
 OQ0964'OF MILEPOST 55, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 OQ0964'NORTHBOUND LANES OF THE HIGHWAY, 13.8 M (45.3 FT) NORTH OF THE
 OQ0964'EXTENDED CENTER OF AN ABANDONED ROAD BED, 2.5 M (8.2 FT) BELOW THE
 OQ0964'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF THE MOST NORTHERLY
 OQ0964'1 OF 5 FENCE BRACE POSTS, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST
 OQ0964'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ0964'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 OQ0964'MONUMENT.
 OQ0964
 OQ0964                          STATION RECOVERY (2012)
 OQ0964
 OQ0964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1032 ***********************************************************************
 OQ1032  DESIGNATION -  S 448
 OQ1032  PID         -  OQ1032
 OQ1032  STATE/COUNTY-  SD/MINNEHAHA
 OQ1032  COUNTRY     -  US
 OQ1032  USGS QUAD   -  CROOKS (2017)
 OQ1032
 OQ1032                         *CURRENT SURVEY CONTROL
 OQ1032  ______________________________________________________________________
 OQ1032* NAD 83(1986) POSITION- 43 44 54.     (N) 096 46 50.     (W)   SCALED
 OQ1032* NAVD 88 ORTHO HEIGHT -   461.675 (meters)     1514.68  (feet) ADJUSTED
 OQ1032  ______________________________________________________________________
 OQ1032  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 OQ1032  DYNAMIC HEIGHT  -        461.564 (meters)     1514.31  (feet) COMP
 OQ1032  MODELED GRAVITY -    980,363.1   (mgal)                       NAVD 88
 OQ1032
 OQ1032  VERT ORDER      -  FIRST     CLASS II
 OQ1032
 OQ1032.The horizontal coordinates were scaled from a map and have
 OQ1032.an estimated accuracy of +/- 6 seconds.
 OQ1032
 OQ1032.The orthometric height was determined by differential leveling and
 OQ1032.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1032.in September 1993.
 OQ1032
 OQ1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1032.GEOID18 height accuracy estimate available here.
 OQ1032
 OQ1032.Click photographs - Photos may exist for this station.
 OQ1032
 OQ1032.The dynamic height is computed by dividing the NAVD 88
 OQ1032.geopotential number by the normal gravity value computed on the
 OQ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1032.degrees latitude (g = 980.6199 gals.).
 OQ1032
 OQ1032.The modeled gravity was interpolated from observed gravity values.
 OQ1032
 OQ1032;                    North         East    Units  Estimated Accuracy
 OQ1032;SPC SD S     -   163,310.      886,040.      MT  (+/- 180 meters Scaled)
 OQ1032
 OQ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP786463(NAD 83)
 OQ1032
 OQ1032                          SUPERSEDED SURVEY CONTROL
 OQ1032
 OQ1032.No superseded survey control is available for this station.
 OQ1032
 OQ1032_MARKER: I = METAL ROD
 OQ1032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1032_STAMPING: S 448 1990
 OQ1032_MARK LOGO: NGS
 OQ1032_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ1032_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1032+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1032_ROD/PIPE-DEPTH: 3.7 meters
 OQ1032_SLEEVE-DEPTH  : 0.9 meters
 OQ1032
 OQ1032  HISTORY     - Date     Condition        Report By
 OQ1032  HISTORY     - 1990     MONUMENTED       NGS
 OQ1032  HISTORY     - 19910619 GOOD             NGS
 OQ1032  HISTORY     - 20110304 POOR             INDIV
 OQ1032
 OQ1032                          STATION DESCRIPTION
 OQ1032
 OQ1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1032'23.1 KM (14.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1032'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.9 KM (0.6 MI) NORTH OF
 OQ1032'MILEPOST 93, 62.0 M (203.4 FT) NORTHEAST OF THE NORTH END OF A CABLE
 OQ1032'GUARDRAIL, 57.8 M (189.6 FT) SOUTH-SOUTHEAST OF THE MOST EASTERLY 1
 OQ1032'OF 2 STEEL LEGS OF A HIGHWAY INFORMATION SIGN, 31.2 M (102.4 FT) EAST
 OQ1032'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.1 M
 OQ1032'(6.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTHWEST OF
 OQ1032'THE MOST SOUTHERLY 1 OF 3 FENCE BRACE POSTS, AND 0.8 M (2.6 FT) WEST
 OQ1032'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1032'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1032'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1032
 OQ1032                          STATION RECOVERY (1991)
 OQ1032
 OQ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1032'23.1 KM (14.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1032'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.9 KM (0.6 MI) NORTH OF
 OQ1032'MILEPOST 93, 62.0 M (203.4 FT) NORTHEAST OF THE NORTH END OF A CABLE
 OQ1032'GUARDRAIL, 57.8 M (189.6 FT) SOUTH-SOUTHEAST OF THE MOST EASTERLY 1
 OQ1032'OF 2 STEEL LEGS OF A HIGHWAY INFORMATION SIGN, 31.2 M (102.4 FT) EAST
 OQ1032'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.1 M
 OQ1032'(6.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTHWEST OF
 OQ1032'THE MOST SOUTHERLY 1 OF 3 FENCE BRACE POSTS, AND 0.8 M (2.6 FT) WEST
 OQ1032'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1032'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1032'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1032
 OQ1032                          STATION RECOVERY (2011)
 OQ1032
 OQ1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1032'COLLAR AND LID TORN OFF. BM ROD APPREARS OK. WOULD NEED TO BE
 OQ1032'VERIFIED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0215 ***********************************************************************
 PS0215  DESIGNATION -  S 45
 PS0215  PID         -  PS0215
 PS0215  STATE/COUNTY-  SD/BEADLE
 PS0215  COUNTRY     -  US
 PS0215  USGS QUAD   -  TULARE SE (2017)
 PS0215
 PS0215                         *CURRENT SURVEY CONTROL
 PS0215  ______________________________________________________________________
 PS0215* NAD 83(1986) POSITION- 44 34 55.     (N) 098 30 09.     (W)   SCALED
 PS0215* NAVD 88 ORTHO HEIGHT -   407.873 (meters)     1338.16  (feet) ADJUSTED
 PS0215  ______________________________________________________________________
 PS0215  GEOID HEIGHT    -        -24.725 (meters)                     GEOID18
 PS0215  DYNAMIC HEIGHT  -        407.810 (meters)     1337.96  (feet) COMP
 PS0215  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 PS0215
 PS0215  VERT ORDER      -  FIRST     CLASS II
 PS0215
 PS0215.The horizontal coordinates were scaled from a map and have
 PS0215.an estimated accuracy of +/- 6 seconds.
 PS0215
 PS0215.The orthometric height was determined by differential leveling and
 PS0215.adjusted by the NATIONAL GEODETIC SURVEY
 PS0215.in June 1991.
 PS0215
 PS0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0215.GEOID18 height accuracy estimate available here.
 PS0215
 PS0215.Click photographs - Photos may exist for this station.
 PS0215
 PS0215.The dynamic height is computed by dividing the NAVD 88
 PS0215.geopotential number by the normal gravity value computed on the
 PS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0215.degrees latitude (g = 980.6199 gals.).
 PS0215
 PS0215.The modeled gravity was interpolated from observed gravity values.
 PS0215
 PS0215;                    North         East    Units  Estimated Accuracy
 PS0215;SPC SD N     -    84,290.      718,920.      MT  (+/- 180 meters Scaled)
 PS0215
 PS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ394366(NAD 83)
 PS0215
 PS0215                          SUPERSEDED SURVEY CONTROL
 PS0215
 PS0215  NGVD 29 (??/??/92)  407.570  (m)         1337.17   (f) ADJ UNCH    1 2
 PS0215
 PS0215.Superseded values are not recommended for survey control.
 PS0215
 PS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0215.See file dsdata.pdf to determine how the superseded data were derived.
 PS0215
 PS0215_MARKER: DB = BENCH MARK DISK
 PS0215_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0215_SP_SET: WATER TANK FOUNDATION
 PS0215_STAMPING: S 45 1934
 PS0215_MARK LOGO: CGS
 PS0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0215+STABILITY: SURFACE MOTION
 PS0215
 PS0215  HISTORY     - Date     Condition        Report By
 PS0215  HISTORY     - 1934     MONUMENTED       CGS
 PS0215  HISTORY     - 1967     MARK NOT FOUND   USGS
 PS0215
 PS0215                          STATION DESCRIPTION
 PS0215
 PS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0215'AT BONILLA.
 PS0215'AT BONILLA, BEADLE COUNTY, AT THE WATER TANK OPPOSITE THE CHICAGO,
 PS0215'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, IN THE TOP
 PS0215'OF THE NORTHEAST CORNER CONCRETE FOUNDATION, AND 30 FEET WEST
 PS0215'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED S 45
 PS0215'1934.  NOTE-- WATER TANK NO LONGER HERE.
 PS0215
 PS0215                          STATION RECOVERY (1967)
 PS0215
 PS0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PS0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1964 ***********************************************************************
 NM1964  DESIGNATION -  S 450
 NM1964  PID         -  NM1964
 NM1964  STATE/COUNTY-  SD/UNION
 NM1964  COUNTRY     -  US
 NM1964  USGS QUAD   -  VERMILLION SE (2017)
 NM1964
 NM1964                         *CURRENT SURVEY CONTROL
 NM1964  ______________________________________________________________________
 NM1964* NAD 83(1986) POSITION- 42 45 42.     (N) 096 45 45.     (W)   SCALED
 NM1964* NAVD 88 ORTHO HEIGHT -   344.525 (meters)     1130.33  (feet) ADJUSTED
 NM1964  ______________________________________________________________________
 NM1964  GEOID HEIGHT    -        -25.547 (meters)                     GEOID18
 NM1964  DYNAMIC HEIGHT  -        344.428 (meters)     1130.01  (feet) COMP
 NM1964  MODELED GRAVITY -    980,330.5   (mgal)                       NAVD 88
 NM1964
 NM1964  VERT ORDER      -  FIRST     CLASS II
 NM1964
 NM1964.The horizontal coordinates were scaled from a map and have
 NM1964.an estimated accuracy of +/- 6 seconds.
 NM1964
 NM1964.The orthometric height was determined by differential leveling and
 NM1964.adjusted by the NATIONAL GEODETIC SURVEY
 NM1964.in June 1991.
 NM1964
 NM1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1964.GEOID18 height accuracy estimate available here.
 NM1964
 NM1964.Click photographs - Photos may exist for this station.
 NM1964
 NM1964.The dynamic height is computed by dividing the NAVD 88
 NM1964.geopotential number by the normal gravity value computed on the
 NM1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1964.degrees latitude (g = 980.6199 gals.).
 NM1964
 NM1964.The modeled gravity was interpolated from observed gravity values.
 NM1964
 NM1964;                    North         East    Units  Estimated Accuracy
 NM1964;SPC SD S     -    53,870.      892,210.      MT  (+/- 180 meters Scaled)
 NM1964
 NM1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN830367(NAD 83)
 NM1964
 NM1964                          SUPERSEDED SURVEY CONTROL
 NM1964
 NM1964.No superseded survey control is available for this station.
 NM1964
 NM1964_MARKER: I = METAL ROD
 NM1964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1964_STAMPING: S 450 1990
 NM1964_MARK LOGO: NGS
 NM1964_PROJECTION: PROJECTING 24 CENTIMETERS
 NM1964_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1964+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1964_ROD/PIPE-DEPTH: 31.1 meters
 NM1964_SLEEVE-DEPTH  : 0.9 meters
 NM1964
 NM1964  HISTORY     - Date     Condition        Report By
 NM1964  HISTORY     - 1990     MONUMENTED       NGS
 NM1964  HISTORY     - 20120402 POOR             INDIV
 NM1964
 NM1964                          STATION DESCRIPTION
 NM1964
 NM1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1964'3.6 KM (2.2 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1964'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.7 KM (0.4 MI)
 NM1964'NORTH OF MILEPOST 24, 32.1 M (105.3 FT) NORTHEAST OF AND LEVEL WITH
 NM1964'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.1 M (43.0
 NM1964'FT) NORTH OF THE MOST NORTHWESTERLY 1 OF 2 LEGS OF A HIGHWAY
 NM1964'INFORMATION SIGN, 0.6 M (2.0 FT) WEST OF THE MOST NORTHWESTERLY 1 OF
 NM1964'2 FENCE BRACE POSTS, AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST
 NM1964'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1964'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 NM1964'MONUMENT.
 NM1964
 NM1964                          STATION RECOVERY (2012)
 NM1964
 NM1964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1964'CONCRETE AND CAP ARE DESTROYED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1040 ***********************************************************************
 PR1040  DESIGNATION -  S 451
 PR1040  PID         -  PR1040
 PR1040  STATE/COUNTY-  SD/BROOKINGS
 PR1040  COUNTRY     -  US
 PR1040  USGS QUAD   -  BROOKINGS (2017)
 PR1040
 PR1040                         *CURRENT SURVEY CONTROL
 PR1040  ______________________________________________________________________
 PR1040* NAD 83(1986) POSITION- 44 16 56.     (N) 096 45 29.     (W)   SCALED
 PR1040* NAVD 88 ORTHO HEIGHT -   490.205 (meters)     1608.28  (feet) ADJUSTED
 PR1040  ______________________________________________________________________
 PR1040  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 PR1040  DYNAMIC HEIGHT  -        490.111 (meters)     1607.97  (feet) COMP
 PR1040  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 PR1040
 PR1040  VERT ORDER      -  FIRST     CLASS II
 PR1040
 PR1040.The horizontal coordinates were scaled from a map and have
 PR1040.an estimated accuracy of +/- 6 seconds.
 PR1040
 PR1040.The orthometric height was determined by differential leveling and
 PR1040.adjusted by the NATIONAL GEODETIC SURVEY
 PR1040.in October 1997.
 PR1040
 PR1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1040.GEOID18 height accuracy estimate available here.
 PR1040
 PR1040.Click photographs - Photos may exist for this station.
 PR1040
 PR1040.The dynamic height is computed by dividing the NAVD 88
 PR1040.geopotential number by the normal gravity value computed on the
 PR1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1040.degrees latitude (g = 980.6199 gals.).
 PR1040
 PR1040.The modeled gravity was interpolated from observed gravity values.
 PR1040
 PR1040;                    North         East    Units  Estimated Accuracy
 PR1040;SPC SD N     -    55,060.      858,730.      MT  (+/- 180 meters Scaled)
 PR1040
 PR1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ788056(NAD 83)
 PR1040
 PR1040                          SUPERSEDED SURVEY CONTROL
 PR1040
 PR1040  NAVD 88 (06/15/91)  490.229  (m)         1608.36   (f) SUPERSEDED  1 2
 PR1040
 PR1040.Superseded values are not recommended for survey control.
 PR1040
 PR1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1040.See file dsdata.pdf to determine how the superseded data were derived.
 PR1040
 PR1040_MARKER: I = METAL ROD
 PR1040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1040_STAMPING: S 451 1990
 PR1040_MARK LOGO: NGS
 PR1040_PROJECTION: PROJECTING 5 CENTIMETERS
 PR1040_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1040+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR1040_ROD/PIPE-DEPTH: 7.9 meters
 PR1040_SLEEVE-DEPTH  : 0.9 meters
 PR1040
 PR1040  HISTORY     - Date     Condition        Report By
 PR1040  HISTORY     - 1990     MONUMENTED       NGS
 PR1040  HISTORY     - 19940916 GOOD             NGS
 PR1040
 PR1040                          STATION DESCRIPTION
 PR1040
 PR1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1040'3.2 KM (2.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1040'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 1.4 KM (0.9 MI) NORTH OF
 PR1040'MILEPOST 130, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 PR1040'NORTHBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT) NORTH OF THE
 PR1040'EXTENDED CENTER OF A GRAVELED ROAD, 6.1 M (20.0 FT) NORTH-NORTHEAST
 PR1040'OF THE WEST END OF A 24-INCH PIPE CULVERT, 1.2 M (3.9 FT) BELOW THE
 PR1040'LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND
 PR1040'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PR1040'THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 PR1040
 PR1040                          STATION RECOVERY (1994)
 PR1040
 PR1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1040'3.2 KM (2.00 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1040'JUNCTION OF U.S. HIGHWAY 14 IN BROOKINGS, 1.4 KM (0.85 MI) NORTH OF
 PR1040'MILEPOST 130, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 PR1040'NORTHBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT) NORTH OF THE
 PR1040'EXTENDED CENTER OF A GRAVELED ROAD, 6.1 M (20.0 FT) NORTH-NORTHEAST OF
 PR1040'THE WEST END OF A CULVERT, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 PR1040'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE.
 PR1040'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1120 ***********************************************************************
 OQ1120  DESIGNATION -  S 452
 OQ1120  PID         -  OQ1120
 OQ1120  STATE/COUNTY-  SD/MINNEHAHA
 OQ1120  COUNTRY     -  US
 OQ1120  USGS QUAD   -  HARTFORD SOUTH (2017)
 OQ1120
 OQ1120                         *CURRENT SURVEY CONTROL
 OQ1120  ______________________________________________________________________
 OQ1120* NAD 83(1986) POSITION- 43 36 30.     (N) 096 58 11.     (W)   SCALED
 OQ1120* NAVD 88 ORTHO HEIGHT -   492.261 (meters)     1615.03  (feet) ADJUSTED
 OQ1120  ______________________________________________________________________
 OQ1120  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 OQ1120  DYNAMIC HEIGHT  -        492.127 (meters)     1614.59  (feet) COMP
 OQ1120  MODELED GRAVITY -    980,332.4   (mgal)                       NAVD 88
 OQ1120
 OQ1120  VERT ORDER      -  FIRST     CLASS II
 OQ1120
 OQ1120.The horizontal coordinates were scaled from a map and have
 OQ1120.an estimated accuracy of +/- 6 seconds.
 OQ1120
 OQ1120.The orthometric height was determined by differential leveling and
 OQ1120.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1120.in September 1993.
 OQ1120
 OQ1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1120.GEOID18 height accuracy estimate available here.
 OQ1120
 OQ1120.Click photographs - Photos may exist for this station.
 OQ1120
 OQ1120.The dynamic height is computed by dividing the NAVD 88
 OQ1120.geopotential number by the normal gravity value computed on the
 OQ1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1120.degrees latitude (g = 980.6199 gals.).
 OQ1120
 OQ1120.The modeled gravity was interpolated from observed gravity values.
 OQ1120
 OQ1120;                    North         East    Units  Estimated Accuracy
 OQ1120;SPC SD S     -   147,140.      871,450.      MT  (+/- 180 meters Scaled)
 OQ1120
 OQ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP638303(NAD 83)
 OQ1120
 OQ1120                          SUPERSEDED SURVEY CONTROL
 OQ1120
 OQ1120.No superseded survey control is available for this station.
 OQ1120
 OQ1120_MARKER: I = METAL ROD
 OQ1120_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1120_STAMPING: S 452 1991
 OQ1120_MARK LOGO: NGS
 OQ1120_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1120_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1120+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 OQ1120_ROD/PIPE-DEPTH: 5.7 meters
 OQ1120_SLEEVE-DEPTH  : 0.9 meters
 OQ1120
 OQ1120  HISTORY     - Date     Condition        Report By
 OQ1120  HISTORY     - 1991     MONUMENTED       NGS
 OQ1120  HISTORY     - 20110322 GOOD             INDIV
 OQ1120
 OQ1120                          STATION DESCRIPTION
 OQ1120
 OQ1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1120'11.1 KM (6.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1120'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1120'0.8 KM (0.5 MI) EAST OF MILEPOST 386, 53.4 M (175.2 FT)
 OQ1120'EAST-SOUTHEAST OF THE SOUTH END OF A 18-INCH PIPE CULVERT, 32.7 M
 OQ1120'(107.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OQ1120'HIGHWAY, 1.1 M (3.6 FT) EAST OF THE MOST EASTERLY OF 3 BRACED FENCE
 OQ1120'POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 OQ1120'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1120'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1120'THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1120
 OQ1120                          STATION RECOVERY (2011)
 OQ1120
 OQ1120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0969 ***********************************************************************
 OR0969  DESIGNATION -  S 453
 OR0969  PID         -  OR0969
 OR0969  STATE/COUNTY-  SD/DAVISON
 OR0969  COUNTRY     -  US
 OR0969  USGS QUAD   -  MITCHELL (2017)
 OR0969
 OR0969                         *CURRENT SURVEY CONTROL
 OR0969  ______________________________________________________________________
 OR0969* NAD 83(1986) POSITION- 43 42 03.     (N) 098 02 45.     (W)   SCALED
 OR0969* NAVD 88 ORTHO HEIGHT -   413.597 (meters)     1356.94  (feet) ADJUSTED
 OR0969  ______________________________________________________________________
 OR0969  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 OR0969  DYNAMIC HEIGHT  -        413.494 (meters)     1356.60  (feet) COMP
 OR0969  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 OR0969
 OR0969  VERT ORDER      -  FIRST     CLASS II
 OR0969
 OR0969.The horizontal coordinates were scaled from a map and have
 OR0969.an estimated accuracy of +/- 6 seconds.
 OR0969
 OR0969.The orthometric height was determined by differential leveling and
 OR0969.adjusted by the NATIONAL GEODETIC SURVEY
 OR0969.in September 1993.
 OR0969
 OR0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0969.GEOID18 height accuracy estimate available here.
 OR0969
 OR0969.Click photographs - Photos may exist for this station.
 OR0969
 OR0969.The dynamic height is computed by dividing the NAVD 88
 OR0969.geopotential number by the normal gravity value computed on the
 OR0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0969.degrees latitude (g = 980.6199 gals.).
 OR0969
 OR0969.The modeled gravity was interpolated from observed gravity values.
 OR0969
 OR0969;                    North         East    Units  Estimated Accuracy
 OR0969;SPC SD S     -   154,460.      784,350.      MT  (+/- 180 meters Scaled)
 OR0969
 OR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP768390(NAD 83)
 OR0969
 OR0969                          SUPERSEDED SURVEY CONTROL
 OR0969
 OR0969.No superseded survey control is available for this station.
 OR0969
 OR0969_MARKER: DV = VERTICAL CONTROL DISK
 OR0969_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OR0969_SP_SET: BUILDING
 OR0969_STAMPING: S 453 1991
 OR0969_MARK LOGO: NGS
 OR0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OR0969+STABILITY: POSITION/ELEVATION WELL
 OR0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0969+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OR0969
 OR0969  HISTORY     - Date     Condition        Report By
 OR0969  HISTORY     - 1991     MONUMENTED       NGS
 OR0969  HISTORY     - 20120131 MARK NOT FOUND   INDIV
 OR0969
 OR0969                          STATION DESCRIPTION
 OR0969
 OR0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0969'IN MITCHELL, SET VERTICALLY IN THE EAST FACE OF THE METHODIST
 OR0969'HOSPITAL AT 909 SOUTH MILLER STREET, 60.3 M (197.8 FT) WEST OF THE
 OR0969'CENTER OF THE STREET, 7.9 M (25.9 FT) SOUTH OF THE NORTHEAST CORNER
 OR0969'OF THE BUILDING, AND 2.7 M (8.9 FT) ABOVE THE LEVEL OF THE STREET.
 OR0969
 OR0969                          STATION RECOVERY (2012)
 OR0969
 OR0969'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0969'METHODIST HOSPITAL AT 909 SOUTH MILLER STREET HAS BEEN TORN DOWN
 OR0969'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1014 ***********************************************************************
 OR1014  DESIGNATION -  S 454
 OR1014  PID         -  OR1014
 OR1014  STATE/COUNTY-  SD/BRULE
 OR1014  COUNTRY     -  US
 OR1014  USGS QUAD   -  PLATTE LAKE (2017)
 OR1014
 OR1014                         *CURRENT SURVEY CONTROL
 OR1014  ______________________________________________________________________
 OR1014* NAD 83(1986) POSITION- 43 44 16.     (N) 098 52 27.     (W)   SCALED
 OR1014* NAVD 88 ORTHO HEIGHT -   507.199 (meters)     1664.04  (feet) ADJUSTED
 OR1014  ______________________________________________________________________
 OR1014  GEOID HEIGHT    -        -25.762 (meters)                     GEOID18
 OR1014  DYNAMIC HEIGHT  -        507.057 (meters)     1663.57  (feet) COMP
 OR1014  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 OR1014
 OR1014  VERT ORDER      -  FIRST     CLASS II
 OR1014
 OR1014.The horizontal coordinates were scaled from a map and have
 OR1014.an estimated accuracy of +/- 6 seconds.
 OR1014
 OR1014.The orthometric height was determined by differential leveling and
 OR1014.adjusted by the NATIONAL GEODETIC SURVEY
 OR1014.in September 1993.
 OR1014
 OR1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1014.GEOID18 height accuracy estimate available here.
 OR1014
 OR1014.Click photographs - Photos may exist for this station.
 OR1014
 OR1014.The dynamic height is computed by dividing the NAVD 88
 OR1014.geopotential number by the normal gravity value computed on the
 OR1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1014.degrees latitude (g = 980.6199 gals.).
 OR1014
 OR1014.The modeled gravity was interpolated from observed gravity values.
 OR1014
 OR1014;                    North         East    Units  Estimated Accuracy
 OR1014;SPC SD S     -   157,050.      717,530.      MT  (+/- 180 meters Scaled)
 OR1014
 OR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP101427(NAD 83)
 OR1014
 OR1014                          SUPERSEDED SURVEY CONTROL
 OR1014
 OR1014.No superseded survey control is available for this station.
 OR1014
 OR1014_MARKER: I = METAL ROD
 OR1014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1014_STAMPING: S 454 1991
 OR1014_MARK LOGO: NGS
 OR1014_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1014_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1014+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1014_ROD/PIPE-DEPTH: 6.5 meters
 OR1014_SLEEVE-DEPTH  : 0.9 meters
 OR1014
 OR1014  HISTORY     - Date     Condition        Report By
 OR1014  HISTORY     - 1990     MONUMENTED       NGS
 OR1014  HISTORY     - 20120312 GOOD             INDIV
 OR1014
 OR1014                          STATION DESCRIPTION
 OR1014
 OR1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1014'6.8 KM (4.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1014'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, 0.55 KM (0.34 MI) EAST OF
 OR1014'MILE POST 288, 29.4 M (96.5 FT) SOUTH OF THE CENTERLINE OF THE
 OR1014'EASTBOUND LANES OF THE HIGHWAY, 11.2 M (36.7 FT) WEST OF A T-FENCE
 OR1014'CORNER, 10.3 M (33.8 FT) EAST OF A UTILITY POLE AND A T-FENCE CORNER,
 OR1014'0.9 M (3.0 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT)
 OR1014'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 OR1014'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR1014'SPECIFICATIONS FOR A CLASS A MARK.
 OR1014
 OR1014                          STATION RECOVERY (2012)
 OR1014
 OR1014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1025 ***********************************************************************
 OR1025  DESIGNATION -  S 455
 OR1025  PID         -  OR1025
 OR1025  STATE/COUNTY-  SD/BRULE
 OR1025  COUNTRY     -  US
 OR1025  USGS QUAD   -  PUKWANA (2017)
 OR1025
 OR1025                         *CURRENT SURVEY CONTROL
 OR1025  ______________________________________________________________________
 OR1025* NAD 83(1986) POSITION- 43 45 06.     (N) 099 08 09.     (W)   SCALED
 OR1025* NAVD 88 ORTHO HEIGHT -   500.891 (meters)     1643.34  (feet) ADJUSTED
 OR1025  ______________________________________________________________________
 OR1025  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 OR1025  DYNAMIC HEIGHT  -        500.756 (meters)     1642.90  (feet) COMP
 OR1025  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 OR1025
 OR1025  VERT ORDER      -  FIRST     CLASS II
 OR1025
 OR1025.The horizontal coordinates were scaled from a map and have
 OR1025.an estimated accuracy of +/- 6 seconds.
 OR1025
 OR1025.The orthometric height was determined by differential leveling and
 OR1025.adjusted by the NATIONAL GEODETIC SURVEY
 OR1025.in September 1993.
 OR1025
 OR1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1025.GEOID18 height accuracy estimate available here.
 OR1025
 OR1025.Click photographs - Photos may exist for this station.
 OR1025
 OR1025.The dynamic height is computed by dividing the NAVD 88
 OR1025.geopotential number by the normal gravity value computed on the
 OR1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1025.degrees latitude (g = 980.6199 gals.).
 OR1025
 OR1025.The modeled gravity was interpolated from observed gravity values.
 OR1025
 OR1025;                    North         East    Units  Estimated Accuracy
 OR1025;SPC SD S     -   158,260.      696,440.      MT  (+/- 180 meters Scaled)
 OR1025
 OR1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP890443(NAD 83)
 OR1025
 OR1025                          SUPERSEDED SURVEY CONTROL
 OR1025
 OR1025.No superseded survey control is available for this station.
 OR1025
 OR1025_MARKER: I = METAL ROD
 OR1025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1025_STAMPING: S 455 1991
 OR1025_MARK LOGO: NGS
 OR1025_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1025_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1025+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 OR1025_ROD/PIPE-DEPTH: 7.2 meters
 OR1025_SLEEVE-DEPTH  : 0.9 meters
 OR1025
 OR1025  HISTORY     - Date     Condition        Report By
 OR1025  HISTORY     - 1991     MONUMENTED       NGS
 OR1025  HISTORY     - 20120308 GOOD             INDIV
 OR1025
 OR1025                          STATION DESCRIPTION
 OR1025
 OR1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1025'14.6 KM (9.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1025'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, 35.2 M (115.5 FT)
 OR1025'SOUTHWEST OF MILEPOST 275, 41.1 M (134.8 FT) SOUTH OF THE CENTERLINE
 OR1025'OF THE EASTBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) ABOVE THE LEVEL
 OR1025'OF THE HIGHWAY, 1.7 M (5.6 FT) EAST OF THE MOST EASTERLY OF 3 BRACED
 OR1025'FENCE POSTS, 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OR1025'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR1025'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1025
 OR1025                          STATION RECOVERY (2012)
 OR1025
 OR1025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0861 ***********************************************************************
 OS0861  DESIGNATION -  S 457
 OS0861  PID         -  OS0861
 OS0861  STATE/COUNTY-  SD/JACKSON
 OS0861  COUNTRY     -  US
 OS0861  USGS QUAD   -  STAMFORD (2017)
 OS0861
 OS0861                         *CURRENT SURVEY CONTROL
 OS0861  ______________________________________________________________________
 OS0861* NAD 83(1986) POSITION- 43 54 02.     (N) 101 05 05.     (W)   SCALED
 OS0861* NAVD 88 ORTHO HEIGHT -   717.938 (meters)     2355.43  (feet) ADJUSTED
 OS0861  ______________________________________________________________________
 OS0861  GEOID HEIGHT    -        -23.150 (meters)                     GEOID18
 OS0861  DYNAMIC HEIGHT  -        717.702 (meters)     2354.66  (feet) COMP
 OS0861  MODELED GRAVITY -    980,266.6   (mgal)                       NAVD 88
 OS0861
 OS0861  VERT ORDER      -  FIRST     CLASS II
 OS0861
 OS0861.The horizontal coordinates were scaled from a map and have
 OS0861.an estimated accuracy of +/- 6 seconds.
 OS0861
 OS0861.The orthometric height was determined by differential leveling and
 OS0861.adjusted by the NATIONAL GEODETIC SURVEY
 OS0861.in September 1993.
 OS0861
 OS0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0861.GEOID18 height accuracy estimate available here.
 OS0861
 OS0861.Click photographs - Photos may exist for this station.
 OS0861
 OS0861.The dynamic height is computed by dividing the NAVD 88
 OS0861.geopotential number by the normal gravity value computed on the
 OS0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0861.degrees latitude (g = 980.6199 gals.).
 OS0861
 OS0861.The modeled gravity was interpolated from observed gravity values.
 OS0861
 OS0861;                    North         East    Units  Estimated Accuracy
 OS0861;SPC SD S     -   174,380.      539,640.      MT  (+/- 180 meters Scaled)
 OS0861
 OS0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP325629(NAD 83)
 OS0861
 OS0861                          SUPERSEDED SURVEY CONTROL
 OS0861
 OS0861.No superseded survey control is available for this station.
 OS0861
 OS0861_MARKER: I = METAL ROD
 OS0861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0861_STAMPING: S 457 1991
 OS0861_MARK LOGO: NGS
 OS0861_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0861_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0861+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 OS0861_ROD/PIPE-DEPTH: 4.5 meters
 OS0861_SLEEVE-DEPTH  : 0.9 meters
 OS0861
 OS0861  HISTORY     - Date     Condition        Report By
 OS0861  HISTORY     - 1991     MONUMENTED       NGS
 OS0861  HISTORY     - 20130113 GOOD             INDIV
 OS0861
 OS0861                          STATION DESCRIPTION
 OS0861
 OS0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0861'31.1 KM (19.30 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0861'JUNCTION OF U.S. HIGHWAY 83 SOUTH IN MURDO (EXIT 192), 0.8 KM (0.50
 OS0861'MI) EAST OF MILEPOST 173, 30.9 M (101.4 FT) SOUTH OF AND LEVEL WITH
 OS0861'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.5 M (44.3
 OS0861'FT) EAST OF A BRACED FENCE POST, AND 0.6 M (2.0 FT) NORTH OF A
 OS0861'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0861'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OS0861'FOR A CLASS A MARK.
 OS0861
 OS0861                          STATION RECOVERY (2013)
 OS0861
 OS0861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0898 ***********************************************************************
 OS0898  CBN         -  This is a Cooperative Base Network Control Station.
 OS0898  DESIGNATION -  S 458
 OS0898  PID         -  OS0898
 OS0898  STATE/COUNTY-  SD/MELLETTE
 OS0898  COUNTRY     -  US
 OS0898  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0898
 OS0898                         *CURRENT SURVEY CONTROL
 OS0898  ______________________________________________________________________
 OS0898* NAD 83(2011) POSITION- 43 33 41.04116(N) 100 44 58.46868(W)   ADJUSTED
 OS0898* NAD 83(2011) ELLIP HT-   623.303 (meters)        (06/27/12)   ADJUSTED
 OS0898* NAD 83(2011) EPOCH   -  2010.00
 OS0898* NAVD 88 ORTHO HEIGHT -   647.197 (meters)     2123.35  (feet) ADJUSTED
 OS0898  ______________________________________________________________________
 OS0898  GEOID HEIGHT    -        -23.891 (meters)                     GEOID18
 OS0898  NAD 83(2011) X  -   -863,506.407 (meters)                     COMP
 OS0898  NAD 83(2011) Y  - -4,548,403.529 (meters)                     COMP
 OS0898  NAD 83(2011) Z  -  4,373,337.119 (meters)                     COMP
 OS0898  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 OS0898  DYNAMIC HEIGHT  -        646.962 (meters)     2122.57  (feet) COMP
 OS0898  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 OS0898
 OS0898  VERT ORDER      -  FIRST     CLASS II
 OS0898
 OS0898  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0898  Standards:
 OS0898         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0898            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0898  -------------------------------------------------------------------
 OS0898  NETWORK    1.47   4.35           0.69   0.46   2.22     -0.08648157
 OS0898  -------------------------------------------------------------------
 OS0898  Click here for local accuracies and other accuracy information.
 OS0898
 OS0898.The horizontal coordinates were established by GPS observations
 OS0898.and adjusted by the National Geodetic Survey in June 2012.
 OS0898
 OS0898.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0898.been affixed to the stable North American tectonic plate. See 
 OS0898.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0898
 OS0898.The horizontal coordinates are valid at the epoch date displayed above
 OS0898.which is a decimal equivalence of Year/Month/Day.
 OS0898
 OS0898.The orthometric height was determined by differential leveling and
 OS0898.adjusted by the NATIONAL GEODETIC SURVEY
 OS0898.in June 1994.
 OS0898
 OS0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0898.GEOID18 height accuracy estimate available here.
 OS0898
 OS0898.Click photographs - Photos may exist for this station.
 OS0898
 OS0898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0898
 OS0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0898
 OS0898.The ellipsoidal height was determined by GPS observations
 OS0898.and is referenced to NAD 83.
 OS0898
 OS0898.The dynamic height is computed by dividing the NAVD 88
 OS0898.geopotential number by the normal gravity value computed on the
 OS0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0898.degrees latitude (g = 980.6199 gals.).
 OS0898
 OS0898.The modeled gravity was interpolated from observed gravity values.
 OS0898
 OS0898. The following values were computed from the NAD 83(2011) position.
 OS0898
 OS0898;                    North         East     Units Scale Factor Converg.
 OS0898;SPC SD S     -   136,511.486   566,373.176   MT  0.99990736   -0 17 13.7
 OS0898;SPC SD S     -   447,871.43  1,858,175.99   sFT  0.99990736   -0 17 13.7
 OS0898;UTM  14      - 4,824,647.368   358,699.088   MT  0.99984559   -1 12 21.2
 OS0898
 OS0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0898!SPC SD S     -   0.99990227  x   0.99990736  =   0.99980964
 OS0898!UTM  14      -   0.99990227  x   0.99984559  =   0.99974787
 OS0898
 OS0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5869924647(NAD 83)
 OS0898
 OS0898                          SUPERSEDED SURVEY CONTROL
 OS0898
 OS0898  NAD 83(2007)-  43 33 41.04133(N)    100 44 58.46987(W) AD(2002.00) 0
 OS0898  ELLIP H (02/10/07)  623.338  (m)                       GP(2002.00)    
 OS0898  ELLIP H (04/15/04)  623.328  (m)                       GP(       ) 2 1
 OS0898  NAD 83(1996)-  43 33 41.04057(N)    100 44 58.46963(W) AD(       ) B
 OS0898  ELLIP H (04/18/97)  623.379  (m)                       GP(       ) 4 1
 OS0898  NAVD 88             647.20   (m)         2123.4    (f) LEVELING    3  
 OS0898
 OS0898.Superseded values are not recommended for survey control.
 OS0898
 OS0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0898.See file dsdata.pdf to determine how the superseded data were derived.
 OS0898
 OS0898_MARKER: I = METAL ROD
 OS0898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0898_STAMPING: S 458 1992
 OS0898_MARK LOGO: NGS
 OS0898_PROJECTION: FLUSH
 OS0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0898+STABILITY: POSITION/ELEVATION WELL
 OS0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0898+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 OS0898_ROD/PIPE-DEPTH: 13.1 meters
 OS0898_SLEEVE-DEPTH  : 12.2 meters
 OS0898
 OS0898  HISTORY     - Date     Condition        Report By
 OS0898  HISTORY     - 1992     MONUMENTED       NGS
 OS0898  HISTORY     - 19950928 GOOD             NGS
 OS0898  HISTORY     - 20121204 GOOD             INDIV
 OS0898
 OS0898                          STATION DESCRIPTION
 OS0898
 OS0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0898'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0898'IN WHITE RIVER, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG U.S. HIGHWAY
 OS0898'83, 33.2 M (108.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.7 M
 OS0898'(31.8 FT) SOUTH OF THE CENTER OF AN ENTRANCE TO THE DEPARTMENT OF
 OS0898'TRANSPORTATION MAINTENANCE YARD, 2.9 M (9.5 FT) WEST OF A WITNESS
 OS0898'POST AND A CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 OS0898'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0898'LOGO CAP.
 OS0898
 OS0898                          STATION RECOVERY (1995)
 OS0898
 OS0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 OS0898'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST-NORTHWEST OF WOOD,
 OS0898'14.5 MI (23.3 KM) EAST-SOUTHEAST OF CEDAR BUTTE AND AT THE SOUTH EDGE
 OS0898'OF WHITE RIVER.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OS0898'STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 44 WEST
 OS0898'ON THE SOUTHWEST SIDE OF WHITE RIVER, GO SOUTH ON U.S. HIGHWAY 83 FOR
 OS0898'0.25 MI (0.40 KM) TO THE STATION ON THE LEFT, AT A STATE DEPARTMENT OF
 OS0898'TRANSPORTATION MAINTENANCE YARD.  THE STATION IS LOCATED 108.9 FT
 OS0898'(33.2 M) EAST OF THE HIGHWAY CENTER, 32.5 FT (9.9 M) SOUTH OF THE
 OS0898'CENTER OF THE MAIN ENTRANCE TO THE MAINTENANCE YARD, 24.9 M (81.7 FT)
 OS0898'NORTH-NORTHEAST OF MILEPOST 44, 9.2 FT (2.8 M) WEST OF A WITNESS POST
 OS0898'AND A CHAIN-LINK FENCE, AND 3.6 FT (1.1 M) SOUTH OF A CHAIN-LINK
 OS0898'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0898
 OS0898                          STATION RECOVERY (2012)
 OS0898
 OS0898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0941 ***********************************************************************
 OS0941  FBN         -  This is a Federal Base Network Control Station.
 OS0941  DESIGNATION -  S 459
 OS0941  PID         -  OS0941
 OS0941  STATE/COUNTY-  SD/TODD
 OS0941  COUNTRY     -  US
 OS0941  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0941
 OS0941                         *CURRENT SURVEY CONTROL
 OS0941  ______________________________________________________________________
 OS0941* NAD 83(2011) POSITION- 43 05 21.14417(N) 100 35 53.44146(W)   ADJUSTED
 OS0941* NAD 83(2011) ELLIP HT-   813.944 (meters)        (06/27/12)   ADJUSTED
 OS0941* NAD 83(2011) EPOCH   -  2010.00
 OS0941* NAVD 88 ORTHO HEIGHT -   836.433 (meters)     2744.20  (feet) ADJUSTED
 OS0941  ______________________________________________________________________
 OS0941  GEOID HEIGHT    -        -22.491 (meters)                     GEOID18
 OS0941  NAD 83(2011) X  -   -858,131.311 (meters)                     COMP
 OS0941  NAD 83(2011) Y  - -4,586,190.606 (meters)                     COMP
 OS0941  NAD 83(2011) Z  -  4,335,300.460 (meters)                     COMP
 OS0941  LAPLACE CORR    -         -7.27  (seconds)                    DEFLEC18
 OS0941  DYNAMIC HEIGHT  -        836.092 (meters)     2743.08  (feet) COMP
 OS0941  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 OS0941
 OS0941  VERT ORDER      -  FIRST     CLASS II
 OS0941
 OS0941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OS0941  Standards:
 OS0941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OS0941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OS0941  -------------------------------------------------------------------
 OS0941  NETWORK    0.43   0.90           0.20   0.14   0.46      0.00441574
 OS0941  -------------------------------------------------------------------
 OS0941  Click here for local accuracies and other accuracy information.
 OS0941
 OS0941.The horizontal coordinates were established by GPS observations
 OS0941.and adjusted by the National Geodetic Survey in June 2012.
 OS0941
 OS0941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OS0941.been affixed to the stable North American tectonic plate. See 
 OS0941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OS0941
 OS0941.The horizontal coordinates are valid at the epoch date displayed above
 OS0941.which is a decimal equivalence of Year/Month/Day.
 OS0941
 OS0941.The orthometric height was determined by differential leveling and
 OS0941.adjusted by the NATIONAL GEODETIC SURVEY
 OS0941.in June 1994.
 OS0941
 OS0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0941.GEOID18 height accuracy estimate available here.
 OS0941
 OS0941.Click photographs - Photos may exist for this station.
 OS0941
 OS0941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0941
 OS0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0941
 OS0941.The ellipsoidal height was determined by GPS observations
 OS0941.and is referenced to NAD 83.
 OS0941
 OS0941.The dynamic height is computed by dividing the NAVD 88
 OS0941.geopotential number by the normal gravity value computed on the
 OS0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0941.degrees latitude (g = 980.6199 gals.).
 OS0941
 OS0941.The modeled gravity was interpolated from observed gravity values.
 OS0941
 OS0941. The following values were computed from the NAD 83(2011) position.
 OS0941
 OS0941;                    North         East     Units Scale Factor Converg.
 OS0941;SPC SD S     -    84,005.385   578,436.694   MT  0.99994924   -0 10 57.7
 OS0941;SPC SD S     -   275,607.67  1,897,754.39   sFT  0.99994924   -0 10 57.7
 OS0941;UTM  14      - 4,771,960.610   369,922.585   MT  0.99980815   -1 05 30.9
 OS0941
 OS0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0941!SPC SD S     -   0.99987237  x   0.99994924  =   0.99982162
 OS0941!UTM  14      -   0.99987237  x   0.99980815  =   0.99968055
 OS0941
 OS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6992271960(NAD 83)
 OS0941
 OS0941                          SUPERSEDED SURVEY CONTROL
 OS0941
 OS0941  NAD 83(2007)-  43 05 21.14407(N)    100 35 53.44262(W) AD(2002.00) 0
 OS0941  ELLIP H (02/10/07)  813.991  (m)                       GP(2002.00)    
 OS0941  ELLIP H (06/23/03)  813.996  (m)                       GP(       ) 3 1
 OS0941  NAD 83(1996)-  43 05 21.14362(N)    100 35 53.44275(W) AD(       ) B
 OS0941  ELLIP H (04/18/97)  814.003  (m)                       GP(       ) 4 1
 OS0941  NAVD 88 (06/23/03)  836.5    (m)  GEOID99  model used  GPS OBS        
 OS0941  NAVD 88             836.43   (m)         2744.2    (f) LEVELING    3  
 OS0941
 OS0941.Superseded values are not recommended for survey control.
 OS0941
 OS0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0941.See file dsdata.pdf to determine how the superseded data were derived.
 OS0941
 OS0941_MARKER: F = FLANGE-ENCASED ROD
 OS0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0941_STAMPING: S 459 1992
 OS0941_MARK LOGO: NGS
 OS0941_PROJECTION: FLUSH
 OS0941_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0941+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2010
 OS0941_ROD/PIPE-DEPTH: 6.70 meters
 OS0941
 OS0941  HISTORY     - Date     Condition        Report By
 OS0941  HISTORY     - 1992     MONUMENTED       NGS
 OS0941  HISTORY     - 19960730 GOOD             NGS
 OS0941  HISTORY     - 20020514 GOOD             SDDT
 OS0941  HISTORY     - 20100607 GOOD             NJS
 OS0941  HISTORY     - 20101006 GOOD             GEOMET
 OS0941
 OS0941                          STATION DESCRIPTION
 OS0941
 OS0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0941'24.3 KM (15.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0941'OF U.S. HIGHWAY 18 IN MISSION, 22.5 M (73.8 FT) WEST OF THE
 OS0941'CENTERLINE OF THE HIGHWAY, 9.1 M (29.9 FT) SOUTH OF A T-FENCE CORNER,
 OS0941'0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 OS0941'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0941'THROUGH A 5-INCH LOGO CAP.
 OS0941
 OS0941                          STATION RECOVERY (1996)
 OS0941
 OS0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OS0941'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH OF MISSION, 6.5
 OS0941'MI (10.5 KM) NORTH OF THE SOUTH DAKOTA/NEBRASKA STATE LINE, ON U.S.
 OS0941'HIGHWAY 83.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OS0941'STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 SOUTH AND U.S. HIGHWAY 18
 OS0941'IN MISSION, GO SOUTH ON U.S. HIGHWAY 83 FOR 10.3 MI (16.6 KM) TO A
 OS0941'GRAVEL ROAD ON THE RIGHT LEADING TO ROSEBUD, CONTINUE SOUTH ON U.S.
 OS0941'HIGHWAY 83 FOR 4.75 MI (7.64 KM) TO THE STATION ON THE RIGHT 0.45 MI
 OS0941'(0.72 KM) SOUTH OF MILEPOST 7.  THE STATION IS LOCATED 73.8 FT (22.5
 OS0941'M) WEST OF THE HIGHWAY CENTERLINE, 29.9 FT (9.1 M) SOUTH OF A T-FENCE
 OS0941'CORNER, 1.6 FT (0.5 M) EAST OF A WITNESS POST AND FENCE, AND 0.05 M
 OS0941'(0.16 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT
 OS0941'IS THROUGH A 5-INCH LOGO CAP.
 OS0941
 OS0941                          STATION RECOVERY (2002)
 OS0941
 OS0941'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OS0941'RECOVERED AS DESCRIBED
 OS0941'
 OS0941
 OS0941                          STATION RECOVERY (2010)
 OS0941
 OS0941'RECOVERY NOTE BY NJS ENGINEERING 2010 (WHM)
 OS0941'RECOVERED IN GOOD CONDITION.
 OS0941
 OS0941                          STATION RECOVERY (2010)
 OS0941
 OS0941'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2010 (RDB)
 OS0941'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0239 ***********************************************************************
 PS0239  DESIGNATION -  S 46
 PS0239  PID         -  PS0239
 PS0239  STATE/COUNTY-  SD/FAULK
 PS0239  COUNTRY     -  US
 PS0239  USGS QUAD   -  MIRANDA (2017)
 PS0239
 PS0239                         *CURRENT SURVEY CONTROL
 PS0239  ______________________________________________________________________
 PS0239* NAD 83(1986) POSITION- 44 56 01.     (N) 098 53 37.     (W)   SCALED
 PS0239* NAVD 88 ORTHO HEIGHT -   429.873 (meters)     1410.34  (feet) ADJUSTED
 PS0239  ______________________________________________________________________
 PS0239  GEOID HEIGHT    -        -24.067 (meters)                     GEOID18
 PS0239  DYNAMIC HEIGHT  -        429.820 (meters)     1410.17  (feet) COMP
 PS0239  MODELED GRAVITY -    980,480.1   (mgal)                       NAVD 88
 PS0239
 PS0239  VERT ORDER      -  FIRST     CLASS II
 PS0239
 PS0239.The horizontal coordinates were scaled from a map and have
 PS0239.an estimated accuracy of +/- 6 seconds.
 PS0239
 PS0239.The orthometric height was determined by differential leveling and
 PS0239.adjusted by the NATIONAL GEODETIC SURVEY
 PS0239.in June 1991.
 PS0239
 PS0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0239.GEOID18 height accuracy estimate available here.
 PS0239
 PS0239.Click photographs - Photos may exist for this station.
 PS0239
 PS0239.The dynamic height is computed by dividing the NAVD 88
 PS0239.geopotential number by the normal gravity value computed on the
 PS0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0239.degrees latitude (g = 980.6199 gals.).
 PS0239
 PS0239.The modeled gravity was interpolated from observed gravity values.
 PS0239
 PS0239;                    North         East    Units  Estimated Accuracy
 PS0239;SPC SD N     -   122,860.      687,330.      MT  (+/- 180 meters Scaled)
 PS0239
 PS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ083755(NAD 83)
 PS0239
 PS0239                          SUPERSEDED SURVEY CONTROL
 PS0239
 PS0239  NGVD 29 (??/??/92)  429.556  (m)         1409.30   (f) ADJ UNCH    1 2
 PS0239
 PS0239.Superseded values are not recommended for survey control.
 PS0239
 PS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0239.See file dsdata.pdf to determine how the superseded data were derived.
 PS0239
 PS0239_MARKER: DB = BENCH MARK DISK
 PS0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0239_STAMPING: S 46 1934
 PS0239_MARK LOGO: CGS
 PS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0239+STABILITY: SURFACE MOTION
 PS0239
 PS0239  HISTORY     - Date     Condition        Report By
 PS0239  HISTORY     - 1934     MONUMENTED       CGS
 PS0239
 PS0239                          STATION DESCRIPTION
 PS0239
 PS0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0239'4 MI NW FROM ROCKHAM.
 PS0239'4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0239'FROM THE CITY WATER TANK AT ROCKHAM, FAULK COUNTY, ABOUT 7 POLES
 PS0239'WEST OF MILEPOST 19, 50 FEET SOUTH OF THE CENTER LINE OF THE
 PS0239'TRACK, 50 FEET WEST OF A FENCE JUNCTION, AND 1 FOOT NORTH
 PS0239'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 46 1934
 PS0239'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8817 ***********************************************************************
 AB8817  DESIGNATION -  S 460
 AB8817  PID         -  AB8817
 AB8817  STATE/COUNTY-  SD/BROOKINGS
 AB8817  COUNTRY     -  US
 AB8817  USGS QUAD   -  VOLGA (2017)
 AB8817
 AB8817                         *CURRENT SURVEY CONTROL
 AB8817  ______________________________________________________________________
 AB8817* NAD 83(1986) POSITION- 44 19 36.     (N) 096 53 44.     (W)   SCALED
 AB8817* NAVD 88 ORTHO HEIGHT -   487.413 (meters)     1599.12  (feet) ADJUSTED
 AB8817  ______________________________________________________________________
 AB8817  GEOID HEIGHT    -        -25.271 (meters)                     GEOID18
 AB8817  DYNAMIC HEIGHT  -        487.325 (meters)     1598.83  (feet) COMP
 AB8817  MODELED GRAVITY -    980,421.3   (mgal)                       NAVD 88
 AB8817
 AB8817  VERT ORDER      -  FIRST     CLASS II
 AB8817
 AB8817.The horizontal coordinates were scaled from a map and have
 AB8817.an estimated accuracy of +/- 6 seconds.
 AB8817
 AB8817.The orthometric height was determined by differential leveling and
 AB8817.adjusted by the NATIONAL GEODETIC SURVEY
 AB8817.in October 1997.
 AB8817
 AB8817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8817.GEOID18 height accuracy estimate available here.
 AB8817
 AB8817.Click photographs - Photos may exist for this station.
 AB8817
 AB8817.The dynamic height is computed by dividing the NAVD 88
 AB8817.geopotential number by the normal gravity value computed on the
 AB8817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8817.degrees latitude (g = 980.6199 gals.).
 AB8817
 AB8817.The modeled gravity was interpolated from observed gravity values.
 AB8817
 AB8817;                    North         East    Units  Estimated Accuracy
 AB8817;SPC SD N     -    59,570.      847,570.      MT  (+/- 180 meters Scaled)
 AB8817
 AB8817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ677103(NAD 83)
 AB8817
 AB8817                          SUPERSEDED SURVEY CONTROL
 AB8817
 AB8817.No superseded survey control is available for this station.
 AB8817
 AB8817_MARKER: I = METAL ROD
 AB8817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8817_STAMPING: S 460 1994
 AB8817_MARK LOGO: NGS
 AB8817_PROJECTION: FLUSH
 AB8817_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8817+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8817_ROD/PIPE-DEPTH: 8.4 meters
 AB8817_SLEEVE-DEPTH  : 0.9 meters
 AB8817
 AB8817  HISTORY     - Date     Condition        Report By
 AB8817  HISTORY     - 1994     MONUMENTED       NGS
 AB8817
 AB8817                          STATION DESCRIPTION
 AB8817
 AB8817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8817'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8817'BROOKINGS, THENCE 8.5 KM (5.30 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8817'259.0 M (849.7 FT) WEST OF MILEPOST 415, 258.0 M (846.5 FT) WEST OF
 AB8817'THE WEST END OF BRIDGE NUMBER 414.9 SPANNING THE BIG SIOUX RIVER, 58.8
 AB8817'M (192.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.4 M (14.4 FT) EAST OF
 AB8817'THE CENTER OF A DRIVEWAY, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 AB8817'HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A GATE POST, AND 0.4 M (1.3 FT)
 AB8817'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8817'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8817'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8890 ***********************************************************************
 AB8890  DESIGNATION -  S 461
 AB8890  PID         -  AB8890
 AB8890  STATE/COUNTY-  SD/BEADLE
 AB8890  COUNTRY     -  US
 AB8890  USGS QUAD   -  CAVOUR (2017)
 AB8890
 AB8890                         *CURRENT SURVEY CONTROL
 AB8890  ______________________________________________________________________
 AB8890* NAD 83(1986) POSITION- 44 22 10.     (N) 098 00 49.     (W)   SCALED
 AB8890* NAVD 88 ORTHO HEIGHT -   402.147 (meters)     1319.38  (feet) ADJUSTED
 AB8890  ______________________________________________________________________
 AB8890  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 AB8890  DYNAMIC HEIGHT  -        402.080 (meters)     1319.16  (feet) COMP
 AB8890  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 AB8890
 AB8890  VERT ORDER      -  FIRST     CLASS II
 AB8890
 AB8890.The horizontal coordinates were scaled from a map and have
 AB8890.an estimated accuracy of +/- 6 seconds.
 AB8890
 AB8890.The orthometric height was determined by differential leveling and
 AB8890.adjusted by the NATIONAL GEODETIC SURVEY
 AB8890.in October 1997.
 AB8890
 AB8890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8890.GEOID18 height accuracy estimate available here.
 AB8890
 AB8890.Click photographs - Photos may exist for this station.
 AB8890
 AB8890.The dynamic height is computed by dividing the NAVD 88
 AB8890.geopotential number by the normal gravity value computed on the
 AB8890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8890.degrees latitude (g = 980.6199 gals.).
 AB8890
 AB8890.The modeled gravity was interpolated from observed gravity values.
 AB8890
 AB8890;                    North         East    Units  Estimated Accuracy
 AB8890;SPC SD N     -    61,520.      758,310.      MT  (+/- 180 meters Scaled)
 AB8890
 AB8890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ785133(NAD 83)
 AB8890
 AB8890                          SUPERSEDED SURVEY CONTROL
 AB8890
 AB8890.No superseded survey control is available for this station.
 AB8890
 AB8890_MARKER: I = METAL ROD
 AB8890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8890_STAMPING: S 461 1994
 AB8890_MARK LOGO: NGS
 AB8890_PROJECTION: FLUSH
 AB8890_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8890+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8890_ROD/PIPE-DEPTH: 6.7 meters
 AB8890_SLEEVE-DEPTH  : 0.9 meters
 AB8890
 AB8890  HISTORY     - Date     Condition        Report By
 AB8890  HISTORY     - 1994     MONUMENTED       NGS
 AB8890
 AB8890                          STATION DESCRIPTION
 AB8890
 AB8890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8890'16.0 KM (9.95 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8890'STATE HIGHWAY 37 IN HURON, 680.0 M (2231.0 FT) WEST OF MILEPOST 356,
 AB8890'30.6 M (100.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT)
 AB8890'WEST OF THE CENTER OF A TRACK ROAD, 1.1 M (3.6 FT) WEST OF A UTILITY
 AB8890'POLE WITH A GUY CABLE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8890'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AB8890'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8890'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8903 ***********************************************************************
 AB8903  DESIGNATION -  S 462
 AB8903  PID         -  AB8903
 AB8903  STATE/COUNTY-  SD/BEADLE
 AB8903  COUNTRY     -  US
 AB8903  USGS QUAD   -  HURON NW (2017)
 AB8903
 AB8903                         *CURRENT SURVEY CONTROL
 AB8903  ______________________________________________________________________
 AB8903* NAD 83(1986) POSITION- 44 24 01.     (N) 098 12 51.     (W)   SCALED
 AB8903* NAVD 88 ORTHO HEIGHT -   387.884 (meters)     1272.58  (feet) ADJUSTED
 AB8903  ______________________________________________________________________
 AB8903  GEOID HEIGHT    -        -24.956 (meters)                     GEOID18
 AB8903  DYNAMIC HEIGHT  -        387.821 (meters)     1272.38  (feet) COMP
 AB8903  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 AB8903
 AB8903  VERT ORDER      -  FIRST     CLASS II
 AB8903
 AB8903.The horizontal coordinates were scaled from a map and have
 AB8903.an estimated accuracy of +/- 6 seconds.
 AB8903
 AB8903.The orthometric height was determined by differential leveling and
 AB8903.adjusted by the NATIONAL GEODETIC SURVEY
 AB8903.in October 1997.
 AB8903
 AB8903.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8903.GEOID18 height accuracy estimate available here.
 AB8903
 AB8903.Click photographs - Photos may exist for this station.
 AB8903
 AB8903.The dynamic height is computed by dividing the NAVD 88
 AB8903.geopotential number by the normal gravity value computed on the
 AB8903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8903.degrees latitude (g = 980.6199 gals.).
 AB8903
 AB8903.The modeled gravity was interpolated from observed gravity values.
 AB8903
 AB8903;                    North         East    Units  Estimated Accuracy
 AB8903;SPC SD N     -    64,570.      742,260.      MT  (+/- 180 meters Scaled)
 AB8903
 AB8903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625166(NAD 83)
 AB8903
 AB8903                          SUPERSEDED SURVEY CONTROL
 AB8903
 AB8903.No superseded survey control is available for this station.
 AB8903
 AB8903_MARKER: I = METAL ROD
 AB8903_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8903_STAMPING: S 462 1994
 AB8903_MARK LOGO: NGS
 AB8903_PROJECTION: FLUSH
 AB8903_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8903+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8903_ROD/PIPE-DEPTH: 7.8 meters
 AB8903_SLEEVE-DEPTH  : 0.9 meters
 AB8903
 AB8903  HISTORY     - Date     Condition        Report By
 AB8903  HISTORY     - 1994     MONUMENTED       NGS
 AB8903
 AB8903                          STATION DESCRIPTION
 AB8903
 AB8903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8903'3.2 KM (2.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 AB8903'U.S. HIGHWAY 14 IN HURON, 422.0 M (1384.5 FT) SOUTH OF MILEPOST 130,
 AB8903'30.7 M (100.7 FT) EAST OF THE HIGHWAY CENTERLINE, 28.0 M (91.9 FT)
 AB8903'NORTH OF THE CENTER OF A GRAVELED ROAD, 17.8 M (58.4 FT) NORTH OF A
 AB8903'FENCE CORNER, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AB8903'(1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8903'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8903'THE SPECIFICATION FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8993 ***********************************************************************
 AB8993  DESIGNATION -  S 463
 AB8993  PID         -  AB8993
 AB8993  STATE/COUNTY-  SD/HYDE
 AB8993  COUNTRY     -  US
 AB8993  USGS QUAD   -  HIGHMORE (2017)
 AB8993
 AB8993                         *CURRENT SURVEY CONTROL
 AB8993  ______________________________________________________________________
 AB8993* NAD 83(1986) POSITION- 44 31 38.     (N) 099 27 43.     (W)   SCALED
 AB8993* NAVD 88 ORTHO HEIGHT -   572.377 (meters)     1877.87  (feet) ADJUSTED
 AB8993  ______________________________________________________________________
 AB8993  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 AB8993  DYNAMIC HEIGHT  -        572.264 (meters)     1877.50  (feet) COMP
 AB8993  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 AB8993
 AB8993  VERT ORDER      -  FIRST     CLASS II
 AB8993
 AB8993.The horizontal coordinates were scaled from a map and have
 AB8993.an estimated accuracy of +/- 6 seconds.
 AB8993
 AB8993.The orthometric height was determined by differential leveling and
 AB8993.adjusted by the NATIONAL GEODETIC SURVEY
 AB8993.in October 1997.
 AB8993
 AB8993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8993.GEOID18 height accuracy estimate available here.
 AB8993
 AB8993.Click photographs - Photos may exist for this station.
 AB8993
 AB8993.The dynamic height is computed by dividing the NAVD 88
 AB8993.geopotential number by the normal gravity value computed on the
 AB8993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8993.degrees latitude (g = 980.6199 gals.).
 AB8993
 AB8993.The modeled gravity was interpolated from observed gravity values.
 AB8993
 AB8993;                    North         East    Units  Estimated Accuracy
 AB8993;SPC SD N     -    77,250.      642,770.      MT  (+/- 180 meters Scaled)
 AB8993
 AB8993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ632305(NAD 83)
 AB8993
 AB8993                          SUPERSEDED SURVEY CONTROL
 AB8993
 AB8993.No superseded survey control is available for this station.
 AB8993
 AB8993_MARKER: I = METAL ROD
 AB8993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8993_STAMPING: S 463 1994
 AB8993_MARK LOGO: NGS
 AB8993_PROJECTION: FLUSH
 AB8993_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8993+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8993_ROD/PIPE-DEPTH: 6.1 meters
 AB8993_SLEEVE-DEPTH  : 0.9 meters
 AB8993
 AB8993  HISTORY     - Date     Condition        Report By
 AB8993  HISTORY     - 1994     MONUMENTED       NGS
 AB8993
 AB8993                          STATION DESCRIPTION
 AB8993
 AB8993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8993'1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8993'STATE HIGHWAY 47 IN HIGHMORE, 72.0 M (236.2 FT) EAST OF MILEPOST 277,
 AB8993'21.5 M (70.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.5 M (47.6 FT)
 AB8993'EAST OF THE CENTER OF A GRAVELED ROAD, 4.6 M (15.1 FT) EAST OF A FENCE
 AB8993'CORNER, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.4 M
 AB8993'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AB8993'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8993'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9030 ***********************************************************************
 AB9030  DESIGNATION -  S 464
 AB9030  PID         -  AB9030
 AB9030  STATE/COUNTY-  SD/HUGHES
 AB9030  COUNTRY     -  US
 AB9030  USGS QUAD   -  CANNING NW (2017)
 AB9030
 AB9030                         *CURRENT SURVEY CONTROL
 AB9030  ______________________________________________________________________
 AB9030* NAD 83(1986) POSITION- 44 25 22.     (N) 100 14 20.     (W)   SCALED
 AB9030* NAVD 88 ORTHO HEIGHT -   535.083 (meters)     1755.52  (feet) ADJUSTED
 AB9030  ______________________________________________________________________
 AB9030  GEOID HEIGHT    -        -23.400 (meters)                     GEOID18
 AB9030  DYNAMIC HEIGHT  -        534.978 (meters)     1755.17  (feet) COMP
 AB9030  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 AB9030
 AB9030  VERT ORDER      -  FIRST     CLASS II
 AB9030
 AB9030.The horizontal coordinates were scaled from a map and have
 AB9030.an estimated accuracy of +/- 6 seconds.
 AB9030
 AB9030.The orthometric height was determined by differential leveling and
 AB9030.adjusted by the NATIONAL GEODETIC SURVEY
 AB9030.in October 1997.
 AB9030
 AB9030.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9030.GEOID18 height accuracy estimate available here.
 AB9030
 AB9030.Click photographs - Photos may exist for this station.
 AB9030
 AB9030.The dynamic height is computed by dividing the NAVD 88
 AB9030.geopotential number by the normal gravity value computed on the
 AB9030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9030.degrees latitude (g = 980.6199 gals.).
 AB9030
 AB9030.The modeled gravity was interpolated from observed gravity values.
 AB9030
 AB9030;                    North         East    Units  Estimated Accuracy
 AB9030;SPC SD S     -   232,140.      607,520.      MT  (+/- 180 meters Scaled)
 AB9030
 AB9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ013195(NAD 83)
 AB9030
 AB9030                          SUPERSEDED SURVEY CONTROL
 AB9030
 AB9030.No superseded survey control is available for this station.
 AB9030
 AB9030_MARKER: I = METAL ROD
 AB9030_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9030_STAMPING: S 464 1994
 AB9030_MARK LOGO: NGS
 AB9030_PROJECTION: FLUSH
 AB9030_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9030+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9030_ROD/PIPE-DEPTH: 6.0 meters
 AB9030_SLEEVE-DEPTH  : 0.9 meters
 AB9030
 AB9030  HISTORY     - Date     Condition        Report By
 AB9030  HISTORY     - 1994     MONUMENTED       NGS
 AB9030  HISTORY     - 20120308 GOOD             INDIV
 AB9030
 AB9030                          STATION DESCRIPTION
 AB9030
 AB9030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9030'11.8 KM (7.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9030'IN PIERRE, 788.0 M (2585.3 FT) WEST OF MILEPOST 237, 38.0 M (124.7 FT)
 AB9030'NORTHWEST OF THE HIGHWAY CENTERLINE, 16.7 M (54.8 FT) SOUTHWEST OF THE
 AB9030'CENTER OF A FIELD ENTRANCE, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 AB9030'HIGHWAY, 1.1 M (3.6 FT) NORTHEAST OF A UTILITY POLE, AND 0.5 M (1.6
 AB9030'FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB9030'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB9030'SPECIFICATIONS FOR A CLASS A MARK.
 AB9030
 AB9030                          STATION RECOVERY (2012)
 AB9030
 AB9030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9055 ***********************************************************************
 AB9055  DESIGNATION -  S 465
 AB9055  PID         -  AB9055
 AB9055  STATE/COUNTY-  SD/STANLEY
 AB9055  COUNTRY     -  US
 AB9055  USGS QUAD   -  LACY (2017)
 AB9055
 AB9055                         *CURRENT SURVEY CONTROL
 AB9055  ______________________________________________________________________
 AB9055* NAD 83(1986) POSITION- 44 23 11.     (N) 100 40 35.     (W)   SCALED
 AB9055* NAVD 88 ORTHO HEIGHT -   610.709 (meters)     2003.63  (feet) ADJUSTED
 AB9055  ______________________________________________________________________
 AB9055  GEOID HEIGHT    -        -22.989 (meters)                     GEOID18
 AB9055  DYNAMIC HEIGHT  -        610.572 (meters)     2003.19  (feet) COMP
 AB9055  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 AB9055
 AB9055  VERT ORDER      -  FIRST     CLASS II
 AB9055
 AB9055.The horizontal coordinates were scaled from a map and have
 AB9055.an estimated accuracy of +/- 6 seconds.
 AB9055
 AB9055.The orthometric height was determined by differential leveling and
 AB9055.adjusted by the NATIONAL GEODETIC SURVEY
 AB9055.in October 1997.
 AB9055
 AB9055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9055.GEOID18 height accuracy estimate available here.
 AB9055
 AB9055.Click photographs - Photos may exist for this station.
 AB9055
 AB9055.The dynamic height is computed by dividing the NAVD 88
 AB9055.geopotential number by the normal gravity value computed on the
 AB9055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9055.degrees latitude (g = 980.6199 gals.).
 AB9055
 AB9055.The modeled gravity was interpolated from observed gravity values.
 AB9055
 AB9055;                    North         East    Units  Estimated Accuracy
 AB9055;SPC SD S     -   228,140.      572,660.      MT  (+/- 180 meters Scaled)
 AB9055
 AB9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ664161(NAD 83)
 AB9055
 AB9055                          SUPERSEDED SURVEY CONTROL
 AB9055
 AB9055.No superseded survey control is available for this station.
 AB9055
 AB9055_MARKER: I = METAL ROD
 AB9055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9055_STAMPING: S 465 1995
 AB9055_MARK LOGO: NGS
 AB9055_PROJECTION: FLUSH
 AB9055_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9055+STABILITY: POSITION/ELEVATION WELL
 AB9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9055+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9055_ROD/PIPE-DEPTH: 8.1 meters
 AB9055_SLEEVE-DEPTH  : 6.1 meters
 AB9055
 AB9055  HISTORY     - Date     Condition        Report By
 AB9055  HISTORY     - 1995     MONUMENTED       NGS
 AB9055  HISTORY     - 20120524 MARK NOT FOUND   INDIV
 AB9055
 AB9055                          STATION DESCRIPTION
 AB9055
 AB9055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9055'26.9 KM (16.70 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9055'IN PIERRE, 582.0 M (1909.4 FT) WEST OF MILEPOST 212, 36.9 M (121.1 FT)
 AB9055'NORTH OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT) EAST OF THE EAST END
 AB9055'OF 4 BRACED FENCE POSTS, 1.8 M (5.9 FT) SOUTH OF A WITNESS POST AND
 AB9055'FENCE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AB9055'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9055
 AB9055                          STATION RECOVERY (2012)
 AB9055
 AB9055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9062 ***********************************************************************
 AB9062  DESIGNATION -  S 466
 AB9062  PID         -  AB9062
 AB9062  STATE/COUNTY-  SD/STANLEY
 AB9062  COUNTRY     -  US
 AB9062  USGS QUAD   -  OAHE DAM (2017)
 AB9062
 AB9062                         *CURRENT SURVEY CONTROL
 AB9062  ______________________________________________________________________
 AB9062* NAD 83(1986) POSITION- 44 22 39.     (N) 100 24 30.     (W)   SCALED
 AB9062* NAVD 88 ORTHO HEIGHT -   487.474 (meters)     1599.32  (feet) ADJUSTED
 AB9062  ______________________________________________________________________
 AB9062  GEOID HEIGHT    -        -23.385 (meters)                     GEOID18
 AB9062  DYNAMIC HEIGHT  -        487.373 (meters)     1598.99  (feet) COMP
 AB9062  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 AB9062
 AB9062  VERT ORDER      -  FIRST     CLASS II
 AB9062
 AB9062.The horizontal coordinates were scaled from a map and have
 AB9062.an estimated accuracy of +/- 6 seconds.
 AB9062
 AB9062.The orthometric height was determined by differential leveling and
 AB9062.adjusted by the NATIONAL GEODETIC SURVEY
 AB9062.in October 1997.
 AB9062
 AB9062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9062.GEOID18 height accuracy estimate available here.
 AB9062
 AB9062.Click photographs - Photos may exist for this station.
 AB9062
 AB9062.The dynamic height is computed by dividing the NAVD 88
 AB9062.geopotential number by the normal gravity value computed on the
 AB9062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9062.degrees latitude (g = 980.6199 gals.).
 AB9062
 AB9062.The modeled gravity was interpolated from observed gravity values.
 AB9062
 AB9062;                    North         East    Units  Estimated Accuracy
 AB9062;SPC SD S     -   227,100.      594,020.      MT  (+/- 180 meters Scaled)
 AB9062
 AB9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ878147(NAD 83)
 AB9062
 AB9062                          SUPERSEDED SURVEY CONTROL
 AB9062
 AB9062.No superseded survey control is available for this station.
 AB9062
 AB9062_MARKER: I = METAL ROD
 AB9062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9062_STAMPING: S 466 1995
 AB9062_MARK LOGO: NGS
 AB9062_PROJECTION: FLUSH
 AB9062_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9062+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9062_ROD/PIPE-DEPTH: 4.4 meters
 AB9062_SLEEVE-DEPTH  : 0.9 meters
 AB9062
 AB9062  HISTORY     - Date     Condition        Report By
 AB9062  HISTORY     - 1995     MONUMENTED       NGS
 AB9062  HISTORY     - 20120516 POOR             INDIV
 AB9062
 AB9062                          STATION DESCRIPTION
 AB9062
 AB9062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9062'4.9 KM (3.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9062'IN PIERRE, 134.7 M (441.9 FT) EAST OF MILEPOST 226, 22.3 M (73.2 FT)
 AB9062'SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT)
 AB9062'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, AND 0.5 M (1.6
 AB9062'FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB9062'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB9062'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9062
 AB9062                          STATION RECOVERY (2012)
 AB9062
 AB9062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9062'CAP,CONCRETE AND PVC ARE BROKEN, STEEL ROD HAS BEEN HIT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5822 ***********************************************************************
 AE5822  DESIGNATION -  S 467
 AE5822  PID         -  AE5822
 AE5822  STATE/COUNTY-  SD/SPINK
 AE5822  COUNTRY     -  US
 AE5822  USGS QUAD   -  FRANKFORT (2017)
 AE5822
 AE5822                         *CURRENT SURVEY CONTROL
 AE5822  ______________________________________________________________________
 AE5822* NAD 83(1986) POSITION- 44 53 40.     (N) 098 16 19.     (W)   SCALED
 AE5822* NAVD 88 ORTHO HEIGHT -   395.043 (meters)     1296.07  (feet) ADJUSTED
 AE5822  ______________________________________________________________________
 AE5822  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 AE5822  DYNAMIC HEIGHT  -        395.003 (meters)     1295.94  (feet) COMP
 AE5822  MODELED GRAVITY -    980,501.7   (mgal)                       NAVD 88
 AE5822
 AE5822  VERT ORDER      -  FIRST     CLASS II
 AE5822
 AE5822.The horizontal coordinates were scaled from a map and have
 AE5822.an estimated accuracy of +/- 6 seconds.
 AE5822
 AE5822.The orthometric height was determined by differential leveling and
 AE5822.adjusted by the NATIONAL GEODETIC SURVEY
 AE5822.in July 1998.
 AE5822
 AE5822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5822.GEOID18 height accuracy estimate available here.
 AE5822
 AE5822.Click photographs - Photos may exist for this station.
 AE5822
 AE5822.The dynamic height is computed by dividing the NAVD 88
 AE5822.geopotential number by the normal gravity value computed on the
 AE5822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5822.degrees latitude (g = 980.6199 gals.).
 AE5822
 AE5822.The modeled gravity was interpolated from observed gravity values.
 AE5822
 AE5822;                    North         East    Units  Estimated Accuracy
 AE5822;SPC SD N     -   119,370.      736,480.      MT  (+/- 180 meters Scaled)
 AE5822
 AE5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ574714(NAD 83)
 AE5822
 AE5822                          SUPERSEDED SURVEY CONTROL
 AE5822
 AE5822.No superseded survey control is available for this station.
 AE5822
 AE5822_MARKER: I = METAL ROD
 AE5822_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5822_STAMPING: S 467 1995
 AE5822_MARK LOGO: NGS
 AE5822_PROJECTION: FLUSH
 AE5822_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5822+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5822_ROD/PIPE-DEPTH: 12.9 meters
 AE5822_SLEEVE-DEPTH  : 0.9 meters
 AE5822
 AE5822  HISTORY     - Date     Condition        Report By
 AE5822  HISTORY     - 1995     MONUMENTED       NGS
 AE5822
 AE5822                          STATION DESCRIPTION
 AE5822
 AE5822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5822'13.4 KM (8.30 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5822'HUMPHREY DRIVE IN DOLAND, 286.0 M (938.3 FT) EAST OF MILEPOST 319,
 AE5822'14.3 M (46.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) NORTH
 AE5822'OF A UTILITY POLE, 1.5 M (4.9 FT) SOUTHWEST OF A UTILITY POLE, 1.3 M
 AE5822'(4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A
 AE5822'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE5822'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE5822'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4093 ***********************************************************************
 AE4093  DESIGNATION -  S 468
 AE4093  PID         -  AE4093
 AE4093  STATE/COUNTY-  SD/POTTER
 AE4093  COUNTRY     -  US
 AE4093  USGS QUAD   -  LAKE HURLEY (2017)
 AE4093
 AE4093                         *CURRENT SURVEY CONTROL
 AE4093  ______________________________________________________________________
 AE4093* NAD 83(1986) POSITION- 45 00 23.     (N) 100 14 16.     (W)   SCALED
 AE4093* NAVD 88 ORTHO HEIGHT -   564.286 (meters)     1851.33  (feet) ADJUSTED
 AE4093  ______________________________________________________________________
 AE4093  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 AE4093  DYNAMIC HEIGHT  -        564.204 (meters)     1851.06  (feet) COMP
 AE4093  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 AE4093
 AE4093  VERT ORDER      -  FIRST     CLASS II
 AE4093
 AE4093.The horizontal coordinates were scaled from a map and have
 AE4093.an estimated accuracy of +/- 6 seconds.
 AE4093
 AE4093.The orthometric height was determined by differential leveling and
 AE4093.adjusted by the NATIONAL GEODETIC SURVEY
 AE4093.in July 1998.
 AE4093
 AE4093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4093.GEOID18 height accuracy estimate available here.
 AE4093
 AE4093.Click photographs - Photos may exist for this station.
 AE4093
 AE4093.The dynamic height is computed by dividing the NAVD 88
 AE4093.geopotential number by the normal gravity value computed on the
 AE4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4093.degrees latitude (g = 980.6199 gals.).
 AE4093
 AE4093.The modeled gravity was interpolated from observed gravity values.
 AE4093
 AE4093;                    North         East    Units  Estimated Accuracy
 AE4093;SPC SD N     -   130,380.      581,260.      MT  (+/- 180 meters Scaled)
 AE4093
 AE4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ024844(NAD 83)
 AE4093
 AE4093                          SUPERSEDED SURVEY CONTROL
 AE4093
 AE4093.No superseded survey control is available for this station.
 AE4093
 AE4093_MARKER: I = METAL ROD
 AE4093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4093_STAMPING: S 468 1996
 AE4093_MARK LOGO: NGS
 AE4093_PROJECTION: FLUSH
 AE4093_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4093+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4093_ROD/PIPE-DEPTH: 7.3 meters
 AE4093_SLEEVE-DEPTH  : 0.9 meters
 AE4093
 AE4093  HISTORY     - Date     Condition        Report By
 AE4093  HISTORY     - 1996     MONUMENTED       NGS
 AE4093  HISTORY     - 20120614 GOOD             INDIV
 AE4093
 AE4093                          STATION DESCRIPTION
 AE4093
 AE4093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4093'22.6 KM (14.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4093'OF EXENE STREET IN GETTYSBURG, 723.0 M (2372.0 FT) WEST OF MILEPOST
 AE4093'212, 30.3 M (99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.0 M (19.7 FT)
 AE4093'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT) BELOW
 AE4093'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 AE4093'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4093'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4093'MARK.
 AE4093
 AE4093                          STATION RECOVERY (2012)
 AE4093
 AE4093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5837 ***********************************************************************
 AE5837  DESIGNATION -  S 469
 AE5837  PID         -  AE5837
 AE5837  STATE/COUNTY-  SD/SPINK
 AE5837  COUNTRY     -  US
 AE5837  USGS QUAD   -  REDFIELD NORTH (2017)
 AE5837
 AE5837                         *CURRENT SURVEY CONTROL
 AE5837  ______________________________________________________________________
 AE5837* NAD 83(1986) POSITION- 44 53 30.     (N) 098 33 53.     (W)   SCALED
 AE5837* NAVD 88 ORTHO HEIGHT -   395.624 (meters)     1297.98  (feet) ADJUSTED
 AE5837  ______________________________________________________________________
 AE5837  GEOID HEIGHT    -        -24.282 (meters)                     GEOID18
 AE5837  DYNAMIC HEIGHT  -        395.580 (meters)     1297.83  (feet) COMP
 AE5837  MODELED GRAVITY -    980,494.1   (mgal)                       NAVD 88
 AE5837
 AE5837  VERT ORDER      -  FIRST     CLASS II
 AE5837
 AE5837.The horizontal coordinates were scaled from a map and have
 AE5837.an estimated accuracy of +/- 6 seconds.
 AE5837
 AE5837.The orthometric height was determined by differential leveling and
 AE5837.adjusted by the NATIONAL GEODETIC SURVEY
 AE5837.in July 1998.
 AE5837
 AE5837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5837.GEOID18 height accuracy estimate available here.
 AE5837
 AE5837.Click photographs - Photos may exist for this station.
 AE5837
 AE5837.The dynamic height is computed by dividing the NAVD 88
 AE5837.geopotential number by the normal gravity value computed on the
 AE5837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5837.degrees latitude (g = 980.6199 gals.).
 AE5837
 AE5837.The modeled gravity was interpolated from observed gravity values.
 AE5837
 AE5837;                    North         East    Units  Estimated Accuracy
 AE5837;SPC SD N     -   118,610.      713,370.      MT  (+/- 180 meters Scaled)
 AE5837
 AE5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ343710(NAD 83)
 AE5837
 AE5837                          SUPERSEDED SURVEY CONTROL
 AE5837
 AE5837.No superseded survey control is available for this station.
 AE5837
 AE5837_MARKER: I = METAL ROD
 AE5837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5837_STAMPING: S 469 1996
 AE5837_MARK LOGO: NGS
 AE5837_PROJECTION: FLUSH
 AE5837_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5837+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5837_ROD/PIPE-DEPTH: 4.8 meters
 AE5837_SLEEVE-DEPTH  : 0.9 meters
 AE5837
 AE5837  HISTORY     - Date     Condition        Report By
 AE5837  HISTORY     - 1996     MONUMENTED       NGS
 AE5837
 AE5837                          STATION DESCRIPTION
 AE5837
 AE5837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5837'3.8 KM (2.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5837'U.S. HIGHWAY 281 IN REDFIELD, 161.0 M (528.2 FT) EAST OF MILEPOST 304,
 AE5837'27.9 M (91.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT)
 AE5837'EAST OF THE CENTER OF A GRAVELED ROAD, 2.6 M (8.5 FT) SOUTHWEST OF THE
 AE5837'CENTER OF A RAILROAD BED (TRACK REMOVED), 0.6 M (2.0 FT) WEST OF A
 AE5837'WITNESS POST AND A FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE5837'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE5837'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE5837'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5803 ***********************************************************************
 AE5803  DESIGNATION -  S 470
 AE5803  PID         -  AE5803
 AE5803  STATE/COUNTY-  SD/HAND
 AE5803  COUNTRY     -  US
 AE5803  USGS QUAD   -  MIRANDA (2017)
 AE5803
 AE5803                         *CURRENT SURVEY CONTROL
 AE5803  ______________________________________________________________________
 AE5803* NAD 83(1986) POSITION- 44 52 52.     (N) 098 59 16.     (W)   SCALED
 AE5803* NAVD 88 ORTHO HEIGHT -   447.250 (meters)     1467.35  (feet) ADJUSTED
 AE5803  ______________________________________________________________________
 AE5803  GEOID HEIGHT    -        -24.027 (meters)                     GEOID18
 AE5803  DYNAMIC HEIGHT  -        447.189 (meters)     1467.15  (feet) COMP
 AE5803  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 AE5803
 AE5803  VERT ORDER      -  FIRST     CLASS II
 AE5803
 AE5803.The horizontal coordinates were scaled from a map and have
 AE5803.an estimated accuracy of +/- 6 seconds.
 AE5803
 AE5803.The orthometric height was determined by differential leveling and
 AE5803.adjusted by the NATIONAL GEODETIC SURVEY
 AE5803.in July 1998.
 AE5803
 AE5803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5803.GEOID18 height accuracy estimate available here.
 AE5803
 AE5803.Click photographs - Photos may exist for this station.
 AE5803
 AE5803.The dynamic height is computed by dividing the NAVD 88
 AE5803.geopotential number by the normal gravity value computed on the
 AE5803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5803.degrees latitude (g = 980.6199 gals.).
 AE5803
 AE5803.The modeled gravity was interpolated from observed gravity values.
 AE5803
 AE5803;                    North         East    Units  Estimated Accuracy
 AE5803;SPC SD N     -   116,930.      679,970.      MT  (+/- 180 meters Scaled)
 AE5803
 AE5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009697(NAD 83)
 AE5803
 AE5803                          SUPERSEDED SURVEY CONTROL
 AE5803
 AE5803.No superseded survey control is available for this station.
 AE5803
 AE5803_MARKER: I = METAL ROD
 AE5803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5803_STAMPING: S 470 1996
 AE5803_MARK LOGO: NGS
 AE5803_PROJECTION: FLUSH
 AE5803_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5803+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5803_ROD/PIPE-DEPTH: 8.0 meters
 AE5803_SLEEVE-DEPTH  : 0.9 meters
 AE5803
 AE5803  HISTORY     - Date     Condition        Report By
 AE5803  HISTORY     - 1996     MONUMENTED       NGS
 AE5803
 AE5803                          STATION DESCRIPTION
 AE5803
 AE5803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5803'40.4 KM (25.10 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5803'OFFICE IN MILLER, 641.0 M (2103.0 FT) SOUTH OF MILEPOST 137, 25.8 M
 AE5803'(84.6 FT) EAST OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT) NORTH OF
 AE5803'THE CENTER OF A TRACK ROAD, 6.6 M (21.7 FT) EAST OF THE CENTER OF A
 AE5803'FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AE5803'HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE.
 AE5803'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5803'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4115 ***********************************************************************
 AE4115  DESIGNATION -  S 471
 AE4115  PID         -  AE4115
 AE4115  STATE/COUNTY-  SD/POTTER
 AE4115  COUNTRY     -  US
 AE4115  USGS QUAD   -  SENECA SW (2017)
 AE4115
 AE4115                         *CURRENT SURVEY CONTROL
 AE4115  ______________________________________________________________________
 AE4115* NAD 83(1986) POSITION- 45 03 22.     (N) 099 41 44.     (W)   SCALED
 AE4115* NAVD 88 ORTHO HEIGHT -   645.252 (meters)     2116.96  (feet) ADJUSTED
 AE4115  ______________________________________________________________________
 AE4115  GEOID HEIGHT    -        -22.609 (meters)                     GEOID18
 AE4115  DYNAMIC HEIGHT  -        645.162 (meters)     2116.67  (feet) COMP
 AE4115  MODELED GRAVITY -    980,456.3   (mgal)                       NAVD 88
 AE4115
 AE4115  VERT ORDER      -  FIRST     CLASS II
 AE4115
 AE4115.The horizontal coordinates were scaled from a map and have
 AE4115.an estimated accuracy of +/- 6 seconds.
 AE4115
 AE4115.The orthometric height was determined by differential leveling and
 AE4115.adjusted by the NATIONAL GEODETIC SURVEY
 AE4115.in July 1998.
 AE4115
 AE4115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4115.GEOID18 height accuracy estimate available here.
 AE4115
 AE4115.Click photographs - Photos may exist for this station.
 AE4115
 AE4115.The dynamic height is computed by dividing the NAVD 88
 AE4115.geopotential number by the normal gravity value computed on the
 AE4115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4115.degrees latitude (g = 980.6199 gals.).
 AE4115
 AE4115.The modeled gravity was interpolated from observed gravity values.
 AE4115
 AE4115;                    North         East    Units  Estimated Accuracy
 AE4115;SPC SD N     -   135,920.      623,980.      MT  (+/- 180 meters Scaled)
 AE4115
 AE4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ452894(NAD 83)
 AE4115
 AE4115                          SUPERSEDED SURVEY CONTROL
 AE4115
 AE4115.No superseded survey control is available for this station.
 AE4115
 AE4115_MARKER: I = METAL ROD
 AE4115_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4115_STAMPING: S 471 1996
 AE4115_MARK LOGO: NGS
 AE4115_PROJECTION: FLUSH
 AE4115_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4115+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4115_ROD/PIPE-DEPTH: 1.6 meters
 AE4115_SLEEVE-DEPTH  : 0.9 meters
 AE4115
 AE4115  HISTORY     - Date     Condition        Report By
 AE4115  HISTORY     - 1996     MONUMENTED       NGS
 AE4115  HISTORY     - 20120613 MARK NOT FOUND   INDIV
 AE4115
 AE4115                          STATION DESCRIPTION
 AE4115
 AE4115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4115'21.8 KM (13.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4115'OF EXENE STREET IN GETTYSBURG, 131.0 M (429.8 FT) WEST OF MILEPOST
 AE4115'239, 30.8 M (101.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.1 M (46.3
 AE4115'FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT)
 AE4115'NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL
 AE4115'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE4115'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE4115'CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AE4115
 AE4115                          STATION RECOVERY (2012)
 AE4115
 AE4115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0384 ***********************************************************************
 PS0384  DESIGNATION -  S 48 RESET
 PS0384  PID         -  PS0384
 PS0384  STATE/COUNTY-  SD/BUFFALO
 PS0384  COUNTRY     -  US
 PS0384  USGS QUAD   -  STEPHAN (2017)
 PS0384
 PS0384                         *CURRENT SURVEY CONTROL
 PS0384  ______________________________________________________________________
 PS0384* NAD 83(1986) POSITION- 44 08 47.     (N) 099 26 20.     (W)   SCALED
 PS0384* NAVD 88 ORTHO HEIGHT -   518.68  (meters)     1701.7   (feet) RESET
 PS0384  ______________________________________________________________________
 PS0384  GEOID HEIGHT    -        -24.539 (meters)                     GEOID18
 PS0384  VERT ORDER      -  THIRD
 PS0384
 PS0384.The horizontal coordinates were scaled from a map and have
 PS0384.an estimated accuracy of +/- 6 seconds.
 PS0384
 PS0384.The orthometric height was computed from unverified reset data.
 PS0384
 PS0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0384.GEOID18 height accuracy estimate available here.
 PS0384
 PS0384.Click photographs - Photos may exist for this station.
 PS0384
 PS0384;                    North         East    Units  Estimated Accuracy
 PS0384;SPC SD S     -   201,810.      671,560.      MT  (+/- 180 meters Scaled)
 PS0384
 PS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP648882(NAD 83)
 PS0384
 PS0384                          SUPERSEDED SURVEY CONTROL
 PS0384
 PS0384.No superseded survey control is available for this station.
 PS0384
 PS0384_MARKER: DB = BENCH MARK DISK
 PS0384_SETTING: 0 = UNSPECIFIED SETTING
 PS0384_STAMPING: S 48 RESET 1962
 PS0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0384
 PS0384  HISTORY     - Date     Condition        Report By
 PS0384  HISTORY     - 1962     MONUMENTED       SDHD
 PS0384
 PS0384                          STATION DESCRIPTION
 PS0384
 PS0384'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1962
 PS0384'6.5 MI N FROM FORT THOMPSON.
 PS0384'6.5 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM FORT THOMPSON,
 PS0384'BUFFALO COUNTY, 76 FEET WEST OF CENTERLINE OF THE HIGHWAY,
 PS0384'ABOUT 959 FEET SOUTH OF NORTH SECTION LINE IN A THREE POST
 PS0384'PANEL CROSS FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0525 ***********************************************************************
 PS0525  DESIGNATION -  S 49
 PS0525  PID         -  PS0525
 PS0525  STATE/COUNTY-  SD/HUGHES
 PS0525  COUNTRY     -  US
 PS0525  USGS QUAD   -  BLUNT SE (2017)
 PS0525
 PS0525                         *CURRENT SURVEY CONTROL
 PS0525  ______________________________________________________________________
 PS0525* NAD 83(1986) POSITION- 44 31 32.     (N) 099 50 43.     (W)   SCALED
 PS0525* NAVD 88 ORTHO HEIGHT -   526.779 (meters)     1728.27  (feet) ADJUSTED
 PS0525  ______________________________________________________________________
 PS0525  GEOID HEIGHT    -        -23.547 (meters)                     GEOID18
 PS0525  DYNAMIC HEIGHT  -        526.677 (meters)     1727.94  (feet) COMP
 PS0525  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 PS0525
 PS0525  VERT ORDER      -  SECOND    CLASS 0
 PS0525
 PS0525.The horizontal coordinates were scaled from a map and have
 PS0525.an estimated accuracy of +/- 6 seconds.
 PS0525
 PS0525.The orthometric height was determined by differential leveling and
 PS0525.adjusted by the NATIONAL GEODETIC SURVEY
 PS0525.in June 1991.
 PS0525
 PS0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0525.GEOID18 height accuracy estimate available here.
 PS0525
 PS0525.Click photographs - Photos may exist for this station.
 PS0525
 PS0525.The dynamic height is computed by dividing the NAVD 88
 PS0525.geopotential number by the normal gravity value computed on the
 PS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0525.degrees latitude (g = 980.6199 gals.).
 PS0525
 PS0525.The modeled gravity was interpolated from observed gravity values.
 PS0525
 PS0525;                    North         East    Units  Estimated Accuracy
 PS0525;SPC SD S     -   243,670.      638,800.      MT  (+/- 180 meters Scaled)
 PS0525
 PS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ328305(NAD 83)
 PS0525
 PS0525                          SUPERSEDED SURVEY CONTROL
 PS0525
 PS0525  NGVD 29 (??/??/92)  526.423  (m)         1727.11   (f) ADJ UNCH    2 0
 PS0525
 PS0525.Superseded values are not recommended for survey control.
 PS0525
 PS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0525.See file dsdata.pdf to determine how the superseded data were derived.
 PS0525
 PS0525_MARKER: DB = BENCH MARK DISK
 PS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0525_STAMPING: S 49 1934
 PS0525_MARK LOGO: CGS
 PS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0525+STABILITY: SURFACE MOTION
 PS0525
 PS0525  HISTORY     - Date     Condition        Report By
 PS0525  HISTORY     - 1934     MONUMENTED       CGS
 PS0525  HISTORY     - 1940     GOOD             CGS
 PS0525  HISTORY     - 19941129 MARK NOT FOUND   NGS
 PS0525
 PS0525                          STATION DESCRIPTION
 PS0525
 PS0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0525'5.2 MI W FROM HARROLD.
 PS0525'5.2 MILES WEST OF HARROLD, ALONG RAILROAD, AT SECTION LINE ROAD,
 PS0525'86.7 FEET NORTH OF THE NORTH RAIL, 41.2 FEET EAST OF THE CENTER
 PS0525'OF SECTION LINE ROAD, 0.7 FEET NORTH OF WHITE MARKER POST, 6
 PS0525'INCHES ABOVE GROUND.  A STANDARD DISK SET IN A CONCRETE POST.
 PS0525
 PS0525                          STATION RECOVERY (1994)
 PS0525
 PS0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0525'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0340 ***********************************************************************
 OQ0340  DESIGNATION -  S 5
 OQ0340  PID         -  OQ0340
 OQ0340  STATE/COUNTY-  SD/MINNEHAHA
 OQ0340  COUNTRY     -  US
 OQ0340  USGS QUAD   -  HUMBOLDT (2017)
 OQ0340
 OQ0340                         *CURRENT SURVEY CONTROL
 OQ0340  ______________________________________________________________________
 OQ0340* NAD 83(1986) POSITION- 43 38 48.     (N) 097 04 29.     (W)   SCALED
 OQ0340* NAVD 88 ORTHO HEIGHT -   519.720 (meters)     1705.11  (feet) ADJUSTED
 OQ0340  ______________________________________________________________________
 OQ0340  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 OQ0340  DYNAMIC HEIGHT  -        519.580 (meters)     1704.66  (feet) COMP
 OQ0340  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 OQ0340
 OQ0340  VERT ORDER      -  FIRST     CLASS II
 OQ0340
 OQ0340.The horizontal coordinates were scaled from a map and have
 OQ0340.an estimated accuracy of +/- 6 seconds.
 OQ0340
 OQ0340.The orthometric height was determined by differential leveling and
 OQ0340.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0340.in June 1991.
 OQ0340
 OQ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0340.GEOID18 height accuracy estimate available here.
 OQ0340
 OQ0340.Click photographs - Photos may exist for this station.
 OQ0340
 OQ0340.The dynamic height is computed by dividing the NAVD 88
 OQ0340.geopotential number by the normal gravity value computed on the
 OQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0340.degrees latitude (g = 980.6199 gals.).
 OQ0340
 OQ0340.The modeled gravity was interpolated from observed gravity values.
 OQ0340
 OQ0340;                    North         East    Units  Estimated Accuracy
 OQ0340;SPC SD S     -   151,060.      862,820.      MT  (+/- 180 meters Scaled)
 OQ0340
 OQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP552344(NAD 83)
 OQ0340
 OQ0340                          SUPERSEDED SURVEY CONTROL
 OQ0340
 OQ0340  NGVD 29 (??/??/92)  519.413  (m)         1704.11   (f) ADJ UNCH    1 2
 OQ0340
 OQ0340.Superseded values are not recommended for survey control.
 OQ0340
 OQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0340.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0340
 OQ0340_MARKER: DB = BENCH MARK DISK
 OQ0340_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OQ0340_SP_SET: BUILDING
 OQ0340_STAMPING: S 5 1925 1704.107
 OQ0340_MARK LOGO: CGS
 OQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0340+STABILITY: SURFACE MOTION
 OQ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0340+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2011
 OQ0340
 OQ0340  HISTORY     - Date     Condition        Report By
 OQ0340  HISTORY     - 1925     MONUMENTED       CGS
 OQ0340  HISTORY     - 1935     GOOD             CGS
 OQ0340  HISTORY     - 19910604 GOOD             NGS
 OQ0340  HISTORY     - 20110224 GOOD             INDIV
 OQ0340
 OQ0340                          STATION DESCRIPTION
 OQ0340
 OQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0340'AT HUMBOLDT.
 OQ0340'AT HUMBOLDT, MINNEHAHA COUNTY, ONE BLOCK NORTH OF THE CHICAGO,
 OQ0340'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, AT THE NORTHEAST CORNER
 OQ0340'OF A STREET INTERSECTION, AT A BROWN GRANITE BUILDING OCCUPIED
 OQ0340'IN 1935 BY THE HUMBOLDT JOURNAL, AT THE SOUTHWEST CORNER ENTRANCE,
 OQ0340'IN THE WEST FACE OF THE CORNER PILLAR, AND ABOUT 3 FEET ABOVE
 OQ0340'THE SIDEWALK.  A STANDARD DISK, STAMPED 1704.107 S 5 1925 AND
 OQ0340'SET VERTICALLY.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0340'OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0340
 OQ0340                          STATION RECOVERY (1935)
 OQ0340
 OQ0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0340'RECOVERED IN GOOD CONDITION.
 OQ0340
 OQ0340                          STATION RECOVERY (1991)
 OQ0340
 OQ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0340'IN HUMBOLDT, AT THE INTERSECTION OF MAIN STREET AND 1ST AVENUE, SET
 OQ0340'VERTICALLY IN THE WEST FACE OF A GRANITE BLOCK PILLAR AT THE
 OQ0340'SOUTHWEST ENTRANCE TO AN ABANDONED BUILDING, 10.6 M (34.8 FT) EAST OF
 OQ0340'THE STREET CENTER, 10.6 M (34.8 FT) NORTH OF THE AVENUE CENTER, 1.0 M
 OQ0340'(3.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.4 M (1.3 FT) NORTH OF
 OQ0340'THE SOUTHWEST CORNER OF THE PILLAR.
 OQ0340
 OQ0340                          STATION RECOVERY (2011)
 OQ0340
 OQ0340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0304 ***********************************************************************
 PS0304  DESIGNATION -  S 50
 PS0304  PID         -  PS0304
 PS0304  STATE/COUNTY-  SD/HAND
 PS0304  COUNTRY     -  US
 PS0304  USGS QUAD   -  REE HEIGHTS SE (2017)
 PS0304
 PS0304                         *CURRENT SURVEY CONTROL
 PS0304  ______________________________________________________________________
 PS0304* NAD 83(1986) POSITION- 44 31 00.36   (N) 099 05 04.31   (W)   HD_HELD1
 PS0304* NAVD 88 ORTHO HEIGHT -   502.507 (meters)     1648.64  (feet) ADJUSTED
 PS0304  ______________________________________________________________________
 PS0304  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 PS0304  DYNAMIC HEIGHT  -        502.411 (meters)     1648.33  (feet) COMP
 PS0304  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 PS0304
 PS0304  VERT ORDER      -  FIRST     CLASS II
 PS0304
 PS0304.The horizontal coordinates were determined by differentially corrected
 PS0304.hand held GPS observations or other comparable positioning techniques
 PS0304.and have an estimated accuracy of +/- 3 meters.
 PS0304
 PS0304.The orthometric height was determined by differential leveling and
 PS0304.adjusted by the NATIONAL GEODETIC SURVEY
 PS0304.in October 1997.
 PS0304
 PS0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0304.GEOID18 height accuracy estimate available here.
 PS0304
 PS0304.Click photographs - Photos may exist for this station.
 PS0304
 PS0304.The dynamic height is computed by dividing the NAVD 88
 PS0304.geopotential number by the normal gravity value computed on the
 PS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0304.degrees latitude (g = 980.6199 gals.).
 PS0304
 PS0304.The modeled gravity was interpolated from observed gravity values.
 PS0304
 PS0304;                    North         East    Units  Estimated Accuracy
 PS0304;SPC SD N     -    76,356.3     672,783.2     MT  (+/- 3 meters HH1 GPS) 
 PS0304
 PS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9328129275(NAD 83)
 PS0304
 PS0304                          SUPERSEDED SURVEY CONTROL
 PS0304
 PS0304  NAVD 88 (06/15/91)  502.553  (m)         1648.79   (f) SUPERSEDED  1 2
 PS0304  NGVD 29 (??/??/92)  502.219  (m)         1647.70   (f) ADJ UNCH    1 2
 PS0304
 PS0304.Superseded values are not recommended for survey control.
 PS0304
 PS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0304.See file dsdata.pdf to determine how the superseded data were derived.
 PS0304
 PS0304_MARKER: DB = BENCH MARK DISK
 PS0304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PS0304_SP_SET: ABUTMENT
 PS0304_STAMPING: S 50 1934
 PS0304_MARK LOGO: CGS
 PS0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0304+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 PS0304
 PS0304  HISTORY     - Date     Condition        Report By
 PS0304  HISTORY     - 1934     MONUMENTED       CGS
 PS0304  HISTORY     - 19941103 GOOD             NGS
 PS0304
 PS0304                          STATION DESCRIPTION
 PS0304
 PS0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0304'4.8 MI W FROM MILLER.
 PS0304'ABOUT 4.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0304'FROM THE CITY WATER TANK AT MILLER, HAND COUNTY, AT A ROAD
 PS0304'CROSSING, AT BRIDGE 189, IN THE TOP OF THE TOP STEP OF THE EAST
 PS0304'SANDSTONE ABUTMENT, 8 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 PS0304'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PS0304'S 50 1934.
 PS0304
 PS0304                          STATION RECOVERY (1994)
 PS0304
 PS0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0304'8.8 KM (5.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0304'IN MILLER, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG A GRAVELED ROAD, IN
 PS0304'TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE TOP STEP OF
 PS0304'THE EAST SANDSTONE ABUTMENT OF A DAKOTA, MINNESOTA AND EASTERN
 PS0304'RAILROAD BRIDGE SPANNING A SMALL STREAM, 80.0 M (262.5 FT) WEST OF THE
 PS0304'CENTER OF THE ROAD, 2.0 M (6.6 FT) SOUTH OF THE NEAR RAIL, AND 0.5 M
 PS0304'(1.6 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0087 ***********************************************************************
 PS0087  DESIGNATION -  S 51
 PS0087  PID         -  PS0087
 PS0087  STATE/COUNTY-  SD/BEADLE
 PS0087  COUNTRY     -  US
 PS0087  USGS QUAD   -  WOLSEY (2017)
 PS0087
 PS0087                         *CURRENT SURVEY CONTROL
 PS0087  ______________________________________________________________________
 PS0087* NAD 83(1986) POSITION- 44 24 05.     (N) 098 25 02.     (W)   SCALED
 PS0087* NAVD 88 ORTHO HEIGHT -   408.169 (meters)     1339.13  (feet) ADJUSTED
 PS0087  ______________________________________________________________________
 PS0087  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 PS0087  DYNAMIC HEIGHT  -        408.098 (meters)     1338.90  (feet) COMP
 PS0087  MODELED GRAVITY -    980,432.4   (mgal)                       NAVD 88
 PS0087
 PS0087  VERT ORDER      -  SECOND    CLASS 0
 PS0087
 PS0087.The horizontal coordinates were scaled from a map and have
 PS0087.an estimated accuracy of +/- 6 seconds.
 PS0087
 PS0087.The orthometric height was determined by differential leveling and
 PS0087.adjusted by the NATIONAL GEODETIC SURVEY
 PS0087.in June 1991.
 PS0087
 PS0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0087.GEOID18 height accuracy estimate available here.
 PS0087
 PS0087.Click photographs - Photos may exist for this station.
 PS0087
 PS0087.The dynamic height is computed by dividing the NAVD 88
 PS0087.geopotential number by the normal gravity value computed on the
 PS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0087.degrees latitude (g = 980.6199 gals.).
 PS0087
 PS0087.The modeled gravity was interpolated from observed gravity values.
 PS0087
 PS0087;                    North         East    Units  Estimated Accuracy
 PS0087;SPC SD N     -    64,360.      726,080.      MT  (+/- 180 meters Scaled)
 PS0087
 PS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ464166(NAD 83)
 PS0087
 PS0087                          SUPERSEDED SURVEY CONTROL
 PS0087
 PS0087  NGVD 29 (??/??/92)  407.872  (m)         1338.16   (f) ADJ UNCH    2 0
 PS0087
 PS0087.Superseded values are not recommended for survey control.
 PS0087
 PS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0087.See file dsdata.pdf to determine how the superseded data were derived.
 PS0087
 PS0087_MARKER: DB = BENCH MARK DISK
 PS0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0087_STAMPING: S 51 1934
 PS0087_MARK LOGO: CGS
 PS0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0087+STABILITY: SURFACE MOTION
 PS0087
 PS0087  HISTORY     - Date     Condition        Report By
 PS0087  HISTORY     - 1934     MONUMENTED       CGS
 PS0087  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0087
 PS0087                          STATION DESCRIPTION
 PS0087
 PS0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0087'2.9 MI E FROM WOLSEY.
 PS0087'ABOUT 2.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0087'FROM THE POST OFFICE AT WOLSEY, BEADLE COUNTY, ABOUT 7 POLES
 PS0087'WEST OF MILEPOST 373, AT A ROAD CROSSING, 32 FEET EAST OF THE
 PS0087'CENTER LINE OF THE ROAD, 87 FEET SOUTH OF THE CENTER LINE OF
 PS0087'THE TRACK, 9 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT
 PS0087'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED S 51 1934 AND
 PS0087'SET IN THE TOP OF A CONCRETE POST.
 PS0087
 PS0087                          STATION RECOVERY (1973)
 PS0087
 PS0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0570 ***********************************************************************
 PR0570  DESIGNATION -  S 52 RESET
 PR0570  PID         -  PR0570
 PR0570  STATE/COUNTY-  SD/KINGSBURY
 PR0570  COUNTRY     -  US
 PR0570  USGS QUAD   -  BANCROFT EAST (2017)
 PR0570
 PR0570                         *CURRENT SURVEY CONTROL
 PR0570  ______________________________________________________________________
 PR0570* NAD 83(1986) POSITION- 44 22 40.     (N) 097 39 06.     (W)   SCALED
 PR0570* NAVD 88 ORTHO HEIGHT -   496.41  (meters)     1628.6   (feet) RESET
 PR0570  ______________________________________________________________________
 PR0570  GEOID HEIGHT    -        -25.086 (meters)                     GEOID18
 PR0570  VERT ORDER      -  THIRD
 PR0570
 PR0570.The horizontal coordinates were scaled from a map and have
 PR0570.an estimated accuracy of +/- 6 seconds.
 PR0570
 PR0570.The orthometric height was computed from unverified reset data.
 PR0570
 PR0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0570.GEOID18 height accuracy estimate available here.
 PR0570
 PR0570.Click photographs - Photos may exist for this station.
 PR0570
 PR0570;                    North         East    Units  Estimated Accuracy
 PR0570;SPC SD N     -    63,210.      787,130.      MT  (+/- 180 meters Scaled)
 PR0570
 PR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ074147(NAD 83)
 PR0570
 PR0570                          SUPERSEDED SURVEY CONTROL
 PR0570
 PR0570.No superseded survey control is available for this station.
 PR0570
 PR0570_MARKER: DB = BENCH MARK DISK
 PR0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0570_STAMPING: S 52 RESET 1935
 PR0570_MARK LOGO: CGS
 PR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0570+STABILITY: SURFACE MOTION
 PR0570
 PR0570  HISTORY     - Date     Condition        Report By
 PR0570  HISTORY     - 1935     MONUMENTED       SDHD
 PR0570  HISTORY     - 1942     GOOD             SDHD
 PR0570
 PR0570                          STATION DESCRIPTION
 PR0570
 PR0570'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1935
 PR0570'3.5 MI E FROM MANCHESTER.
 PR0570'ABOUT 3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0570'FROM THE STATION AT MANCHESTER, KINGSBURY COUNTY, ABOUT 4 POLES
 PR0570'EAST OF MILEPOST 335, AT A ROAD CROSSING, 90 FEET SOUTH OF THE
 PR0570'CENTER LINE OF THE TRACK, 54 FEET NORTH OF THE CENTER LINE
 PR0570'OF U.S. HIGHWAY 14, AND 33 FEET EAST OF THE NORTH-AND-SOUTH
 PR0570'SECTION LINE.  A STANDARD DISK, STAMPED S 52 RESET 1935 AND
 PR0570'SET IN THE TOP OF A CONCRETE POST.
 PR0570
 PR0570                          STATION RECOVERY (1942)
 PR0570
 PR0570'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1942
 PR0570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0550 ***********************************************************************
 PR0550  DESIGNATION -  S 53
 PR0550  PID         -  PR0550
 PR0550  STATE/COUNTY-  SD/MINER
 PR0550  COUNTRY     -  US
 PR0550  USGS QUAD   -  HOWARD (2017)
 PR0550
 PR0550                         *CURRENT SURVEY CONTROL
 PR0550  ______________________________________________________________________
 PR0550* NAD 83(1986) POSITION- 44 00 28.0    (N) 097 31 34.6    (W)   HD_HELD2
 PR0550* NAVD 88 ORTHO HEIGHT -   479.373 (meters)     1572.74  (feet) ADJUSTED
 PR0550  ______________________________________________________________________
 PR0550  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 PR0550  DYNAMIC HEIGHT  -        479.265 (meters)     1572.39  (feet) COMP
 PR0550  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 PR0550
 PR0550  VERT ORDER      -  SECOND    CLASS 0
 PR0550
 PR0550.The horizontal coordinates were established by autonomous hand held GPS
 PR0550.observations and have an estimated accuracy of +/- 10 meters.
 PR0550
 PR0550.The orthometric height was determined by differential leveling and
 PR0550.adjusted by the NATIONAL GEODETIC SURVEY
 PR0550.in June 1991.
 PR0550
 PR0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0550.GEOID18 height accuracy estimate available here.
 PR0550
 PR0550.Click photographs - Photos may exist for this station.
 PR0550
 PR0550.The dynamic height is computed by dividing the NAVD 88
 PR0550.geopotential number by the normal gravity value computed on the
 PR0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0550.degrees latitude (g = 980.6199 gals.).
 PR0550
 PR0550.The modeled gravity was interpolated from observed gravity values.
 PR0550
 PR0550;                    North         East    Units  Estimated Accuracy
 PR0550;SPC SD S     -   189,823.      825,055.      MT  (+/- 10 meters HH2 GPS)
 PR0550
 PR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1813973792(NAD 83)
 PR0550
 PR0550                          SUPERSEDED SURVEY CONTROL
 PR0550
 PR0550  NGVD 29 (??/??/92)  479.076  (m)         1571.77   (f) ADJ UNCH    2 0
 PR0550
 PR0550.Superseded values are not recommended for survey control.
 PR0550
 PR0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0550.See file dsdata.pdf to determine how the superseded data were derived.
 PR0550
 PR0550_MARKER: DB = BENCH MARK DISK
 PR0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0550_SP_SET: TANK FOUNDATION
 PR0550_STAMPING: S 53 1934
 PR0550_MARK LOGO: CGS
 PR0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0550
 PR0550  HISTORY     - Date     Condition        Report By
 PR0550  HISTORY     - 1934     MONUMENTED       CGS
 PR0550  HISTORY     - 1941     GOOD             CGS
 PR0550
 PR0550                          STATION DESCRIPTION
 PR0550
 PR0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PR0550'AT HOWARD.
 PR0550'AT HOWARD, MINER COUNTY, ABOUT 300 FEET SOUTH OF THE CHICAGO,
 PR0550'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK, AT THE CITY
 PR0550'WATER TANK, AND IN THE TOP OF THE WEST CORNER OF THE WEST
 PR0550'CONCRETE BLOCK FOUNDATION.  A STANDARD DISK, STAMPED S 53 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0298 ***********************************************************************
 PR0298  DESIGNATION -  S 55
 PR0298  PID         -  PR0298
 PR0298  STATE/COUNTY-  SD/DEUEL
 PR0298  COUNTRY     -  US
 PR0298  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0298
 PR0298                         *CURRENT SURVEY CONTROL
 PR0298  ______________________________________________________________________
 PR0298* NAD 83(1986) POSITION- 44 38 43.     (N) 096 37 40.     (W)   SCALED
 PR0298* NAVD 88 ORTHO HEIGHT -   565.561 (meters)     1855.51  (feet) ADJUSTED
 PR0298  ______________________________________________________________________
 PR0298  GEOID HEIGHT    -        -25.247 (meters)                     GEOID18
 PR0298  DYNAMIC HEIGHT  -        565.469 (meters)     1855.21  (feet) COMP
 PR0298  MODELED GRAVITY -    980,437.0   (mgal)                       NAVD 88
 PR0298
 PR0298  VERT ORDER      -  SECOND    CLASS 0
 PR0298
 PR0298.The horizontal coordinates were scaled from a map and have
 PR0298.an estimated accuracy of +/- 6 seconds.
 PR0298
 PR0298.The orthometric height was determined by differential leveling and
 PR0298.adjusted by the NATIONAL GEODETIC SURVEY
 PR0298.in June 1991.
 PR0298
 PR0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0298.GEOID18 height accuracy estimate available here.
 PR0298
 PR0298.Click photographs - Photos may exist for this station.
 PR0298
 PR0298.The dynamic height is computed by dividing the NAVD 88
 PR0298.geopotential number by the normal gravity value computed on the
 PR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0298.degrees latitude (g = 980.6199 gals.).
 PR0298
 PR0298.The modeled gravity was interpolated from observed gravity values.
 PR0298
 PR0298;                    North         East    Units  Estimated Accuracy
 PR0298;SPC SD N     -    95,800.      867,440.      MT  (+/- 180 meters Scaled)
 PR0298
 PR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ881462(NAD 83)
 PR0298
 PR0298                          SUPERSEDED SURVEY CONTROL
 PR0298
 PR0298  NGVD 29 (??/??/92)  565.300  (m)         1854.66   (f) ADJ UNCH    2 0
 PR0298
 PR0298.Superseded values are not recommended for survey control.
 PR0298
 PR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0298.See file dsdata.pdf to determine how the superseded data were derived.
 PR0298
 PR0298_MARKER: DB = BENCH MARK DISK
 PR0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0298_SP_SET: CULVERT HEADWALL
 PR0298_STAMPING: S 55 1934
 PR0298_MARK LOGO: CGS
 PR0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0298+STABILITY: SURFACE MOTION
 PR0298
 PR0298  HISTORY     - Date     Condition        Report By
 PR0298  HISTORY     - 1934     MONUMENTED       CGS
 PR0298
 PR0298                          STATION DESCRIPTION
 PR0298
 PR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0298'1.3 MI S FROM BRANDT.
 PR0298'ABOUT 1.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0298'RAILWAY FROM THE STATION AT BRANDT, DEUEL COUNTY, ABOUT 12
 PR0298'POLES NORTH OF MILEPOST 366, AT A GRADE CROSSING, ABOUT 250
 PR0298'FEET EAST OF THE TRACK, AT A 4-FOOT CONCRETE CULVERT, IN THE
 PR0298'CENTER OF THE SOUTH CONCRETE HEAD WALL, AND ABOUT 1 FOOT HIGHER
 PR0298'THAN THE ROAD.  A STANDARD DISK, STAMPED S 55 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0299 ***********************************************************************
 PR0299  DESIGNATION -  S 55 RESET
 PR0299  PID         -  PR0299
 PR0299  STATE/COUNTY-  SD/DEUEL
 PR0299  COUNTRY     -  US
 PR0299  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0299
 PR0299                         *CURRENT SURVEY CONTROL
 PR0299  ______________________________________________________________________
 PR0299* NAD 83(1986) POSITION- 44 38 43.     (N) 096 37 40.     (W)   SCALED
 PR0299* NAVD 88 ORTHO HEIGHT -   565.17  (meters)     1854.2   (feet) RESET
 PR0299  ______________________________________________________________________
 PR0299  GEOID HEIGHT    -        -25.247 (meters)                     GEOID18
 PR0299  VERT ORDER      -  THIRD
 PR0299
 PR0299.The horizontal coordinates were scaled from a map and have
 PR0299.an estimated accuracy of +/- 6 seconds.
 PR0299
 PR0299.The orthometric height was computed from unverified reset data.
 PR0299
 PR0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0299.GEOID18 height accuracy estimate available here.
 PR0299
 PR0299.Click photographs - Photos may exist for this station.
 PR0299
 PR0299;                    North         East    Units  Estimated Accuracy
 PR0299;SPC SD N     -    95,800.      867,440.      MT  (+/- 180 meters Scaled)
 PR0299
 PR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ881462(NAD 83)
 PR0299
 PR0299                          SUPERSEDED SURVEY CONTROL
 PR0299
 PR0299.No superseded survey control is available for this station.
 PR0299
 PR0299_MARKER: DB = BENCH MARK DISK
 PR0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0299_STAMPING: S 55 RESET 1968
 PR0299_MARK LOGO: CGS
 PR0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0299+STABILITY: SURFACE MOTION
 PR0299
 PR0299  HISTORY     - Date     Condition        Report By
 PR0299  HISTORY     - 1968     MONUMENTED       SDHD
 PR0299
 PR0299                          STATION DESCRIPTION
 PR0299
 PR0299'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1968
 PR0299'1.3 MI S FROM BRANDT.
 PR0299'ABOUT 1.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0299'RAILWAY FROM THE STATION AT BRANDT, ABOUT 12 POLES NORTH OF
 PR0299'MILEPOST 366, AT A GRADE CROSSING, ABOUT 195 FEET EAST OF THE
 PR0299'TRACK ALONG THE CENTER LINE OF TOWNSHIP ROAD, 35 FEET NORTH
 PR0299'OF THE CENTER LINE OF TOWNSHIP ROAD, SET IN THE TOP OF A CONCRETE
 PR0299'POST PROJECTING 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0396 ***********************************************************************
 PR0396  DESIGNATION -  S 56
 PR0396  PID         -  PR0396
 PR0396  STATE/COUNTY-  SD/CODINGTON
 PR0396  COUNTRY     -  US
 PR0396  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0396
 PR0396                         *CURRENT SURVEY CONTROL
 PR0396  ______________________________________________________________________
 PR0396* NAD 83(1986) POSITION- 44 53 54.     (N) 097 05 35.     (W)   SCALED
 PR0396* NAVD 88 ORTHO HEIGHT -   528.353 (meters)     1733.44  (feet) ADJUSTED
 PR0396  ______________________________________________________________________
 PR0396  GEOID HEIGHT    -        -25.127 (meters)                     GEOID18
 PR0396  DYNAMIC HEIGHT  -        528.275 (meters)     1733.18  (feet) COMP
 PR0396  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR0396
 PR0396  VERT ORDER      -  SECOND    CLASS 0
 PR0396
 PR0396.The horizontal coordinates were scaled from a map and have
 PR0396.an estimated accuracy of +/- 6 seconds.
 PR0396
 PR0396.The orthometric height was determined by differential leveling and
 PR0396.adjusted by the NATIONAL GEODETIC SURVEY
 PR0396.in June 1991.
 PR0396
 PR0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0396.GEOID18 height accuracy estimate available here.
 PR0396
 PR0396.Click photographs - Photos may exist for this station.
 PR0396
 PR0396.The dynamic height is computed by dividing the NAVD 88
 PR0396.geopotential number by the normal gravity value computed on the
 PR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0396.degrees latitude (g = 980.6199 gals.).
 PR0396
 PR0396.The modeled gravity was interpolated from observed gravity values.
 PR0396
 PR0396;                    North         East    Units  Estimated Accuracy
 PR0396;SPC SD N     -   122,470.      829,550.      MT  (+/- 180 meters Scaled)
 PR0396
 PR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ505734(NAD 83)
 PR0396
 PR0396                          SUPERSEDED SURVEY CONTROL
 PR0396
 PR0396  NGVD 29 (??/??/92)  528.059  (m)         1732.47   (f) ADJ UNCH    2 0
 PR0396
 PR0396.Superseded values are not recommended for survey control.
 PR0396
 PR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0396.See file dsdata.pdf to determine how the superseded data were derived.
 PR0396
 PR0396_MARKER: DB = BENCH MARK DISK
 PR0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0396_STAMPING: S 56 1934
 PR0396_MARK LOGO: CGS
 PR0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0396+STABILITY: SURFACE MOTION
 PR0396
 PR0396  HISTORY     - Date     Condition        Report By
 PR0396  HISTORY     - 1934     MONUMENTED       CGS
 PR0396  HISTORY     - 1966     MARK NOT FOUND   CGS
 PR0396
 PR0396                          STATION DESCRIPTION
 PR0396
 PR0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PR0396'AT WATERTOWN.
 PR0396'AT WATERTOWN, CODINGTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PR0396'RAILWAY, ABOUT 1 MILE EAST OF THE STATION, ABOUT 4 POLES WEST
 PR0396'OF MILEPOST 318, ABOUT 200 FEET WEST OF THE CROSSING OF THE
 PR0396'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 37 FEET NORTH OF THE
 PR0396'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A
 PR0396'STANDARD DISK, STAMPED S 56 1934 AND SET IN THE TOP OF A CONCRETE
 PR0396'POST.  NOTE-- THE DESCRIPTION WAS VERY VAGUE AS IT DID NOT
 PR0396'APPEAR TO FIT THE EXISTING RAILROAD CROSSINGS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0380 ***********************************************************************
 PR0380  DESIGNATION -  S 56
 PR0380  PID         -  PR0380
 PR0380  STATE/COUNTY-  SD/HAMLIN
 PR0380  COUNTRY     -  US
 PR0380  USGS QUAD   -  VIENNA EAST (2017)
 PR0380
 PR0380                         *CURRENT SURVEY CONTROL
 PR0380  ______________________________________________________________________
 PR0380* NAD 83(1986) POSITION- 44 44 13.     (N) 097 26 01.     (W)   SCALED
 PR0380* NAVD 88 ORTHO HEIGHT -   545.351 (meters)     1789.21  (feet) ADJUSTED
 PR0380  ______________________________________________________________________
 PR0380  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 PR0380  DYNAMIC HEIGHT  -        545.266 (meters)     1788.93  (feet) COMP
 PR0380  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 PR0380
 PR0380  VERT ORDER      -  SECOND    CLASS 0
 PR0380
 PR0380.The horizontal coordinates were scaled from a map and have
 PR0380.an estimated accuracy of +/- 6 seconds.
 PR0380
 PR0380.The orthometric height was determined by differential leveling and
 PR0380.adjusted by the NATIONAL GEODETIC SURVEY
 PR0380.in June 1991.
 PR0380
 PR0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0380.GEOID18 height accuracy estimate available here.
 PR0380
 PR0380.Click photographs - Photos may exist for this station.
 PR0380
 PR0380.The dynamic height is computed by dividing the NAVD 88
 PR0380.geopotential number by the normal gravity value computed on the
 PR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0380.degrees latitude (g = 980.6199 gals.).
 PR0380
 PR0380.The modeled gravity was interpolated from observed gravity values.
 PR0380
 PR0380;                    North         East    Units  Estimated Accuracy
 PR0380;SPC SD N     -   103,630.      803,230.      MT  (+/- 180 meters Scaled)
 PR0380
 PR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ240549(NAD 83)
 PR0380
 PR0380                          SUPERSEDED SURVEY CONTROL
 PR0380
 PR0380  NGVD 29 (??/??/92)  545.066  (m)         1788.27   (f) ADJ UNCH    2 0
 PR0380
 PR0380.Superseded values are not recommended for survey control.
 PR0380
 PR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0380.See file dsdata.pdf to determine how the superseded data were derived.
 PR0380
 PR0380_MARKER: DB = BENCH MARK DISK
 PR0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0380_STAMPING: S 56 1934
 PR0380_MARK LOGO: CGS
 PR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0380+STABILITY: SURFACE MOTION
 PR0380
 PR0380  HISTORY     - Date     Condition        Report By
 PR0380  HISTORY     - 1934     MONUMENTED       CGS
 PR0380  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0380
 PR0380                          STATION DESCRIPTION
 PR0380
 PR0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0380'3.2 MI SW FROM HAZEL.
 PR0380'3.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 PR0380'STATION AT HAZEL, HAMLIN COUNTY, 0.3 MILE SOUTHWEST OF BRIDGE
 PR0380'123, AT THE NORTHEAST END OF A LONG FILL, 27 FEET SOUTHEAST OF
 PR0380'THE CENTER LINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 PR0380'STANDARD DISK, STAMPED S 56 1934 AND SET IN THE TOP OF A CONCRETE
 PR0380'POST.
 PR0380
 PR0380                          STATION RECOVERY (1973)
 PR0380
 PR0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0270 ***********************************************************************
 QQ0270  DESIGNATION -  S 57
 QQ0270  PID         -  QQ0270
 QQ0270  STATE/COUNTY-  SD/DAY
 QQ0270  COUNTRY     -  US
 QQ0270  USGS QUAD   -  LILY (2017)
 QQ0270
 QQ0270                         *CURRENT SURVEY CONTROL
 QQ0270  ______________________________________________________________________
 QQ0270* NAD 83(1986) POSITION- 45 12 43.     (N) 097 41 20.     (W)   SCALED
 QQ0270* NAVD 88 ORTHO HEIGHT -   556.870 (meters)     1827.00  (feet) ADJUSTED
 QQ0270  ______________________________________________________________________
 QQ0270  GEOID HEIGHT    -        -24.743 (meters)                     GEOID18
 QQ0270  DYNAMIC HEIGHT  -        556.803 (meters)     1826.78  (feet) COMP
 QQ0270  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 QQ0270
 QQ0270  VERT ORDER      -  SECOND    CLASS 0
 QQ0270
 QQ0270.The horizontal coordinates were scaled from a map and have
 QQ0270.an estimated accuracy of +/- 6 seconds.
 QQ0270
 QQ0270.The orthometric height was determined by differential leveling and
 QQ0270.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0270.in June 1991.
 QQ0270
 QQ0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0270.GEOID18 height accuracy estimate available here.
 QQ0270
 QQ0270.Click photographs - Photos may exist for this station.
 QQ0270
 QQ0270.The dynamic height is computed by dividing the NAVD 88
 QQ0270.geopotential number by the normal gravity value computed on the
 QQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0270.degrees latitude (g = 980.6199 gals.).
 QQ0270
 QQ0270.The modeled gravity was interpolated from observed gravity values.
 QQ0270
 QQ0270;                    North         East    Units  Estimated Accuracy
 QQ0270;SPC SD N     -   155,790.      781,520.      MT  (+/- 180 meters Scaled)
 QQ0270
 QQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR029073(NAD 83)
 QQ0270
 QQ0270                          SUPERSEDED SURVEY CONTROL
 QQ0270
 QQ0270  NGVD 29 (??/??/92)  556.566  (m)         1826.00   (f) ADJ UNCH    2 0
 QQ0270
 QQ0270.Superseded values are not recommended for survey control.
 QQ0270
 QQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0270.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0270
 QQ0270_MARKER: DB = BENCH MARK DISK
 QQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0270_STAMPING: S 57 1934
 QQ0270_MARK LOGO: CGS
 QQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0270+STABILITY: SURFACE MOTION
 QQ0270
 QQ0270  HISTORY     - Date     Condition        Report By
 QQ0270  HISTORY     - 1934     MONUMENTED       CGS
 QQ0270  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0270
 QQ0270                          STATION DESCRIPTION
 QQ0270
 QQ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0270'2 MI N FROM LILY.
 QQ0270'ABOUT 2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0270'PACIFIC RAILROAD FROM THE STATION AT LILY, DAY COUNTY, ABOUT
 QQ0270'5 POLES NORTH OF MILEPOST 93, 30 FEET NORTH OF A ROAD CROSSING,
 QQ0270'21 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL
 QQ0270'WITH THE TRACK.  A STANDARD DISK, STAMPED S 57 1934 AND SET IN
 QQ0270'THE TOP OF A CONCRETE POST.
 QQ0270
 QQ0270                          STATION RECOVERY (1973)
 QQ0270
 QQ0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0008 ***********************************************************************
 PS0008  DESIGNATION -  S 58
 PS0008  PID         -  PS0008
 PS0008  STATE/COUNTY-  SD/SPINK
 PS0008  COUNTRY     -  US
 PS0008  USGS QUAD   -  DOLAND (2017)
 PS0008
 PS0008                         *CURRENT SURVEY CONTROL
 PS0008  ______________________________________________________________________
 PS0008* NAD 83(1986) POSITION- 44 54 09.     (N) 098 00 48.     (W)   SCALED
 PS0008* NAVD 88 ORTHO HEIGHT -   428.336 (meters)     1405.30  (feet) ADJUSTED
 PS0008  ______________________________________________________________________
 PS0008  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 PS0008  DYNAMIC HEIGHT  -        428.287 (meters)     1405.14  (feet) COMP
 PS0008  MODELED GRAVITY -    980,491.1   (mgal)                       NAVD 88
 PS0008
 PS0008  VERT ORDER      -  SECOND    CLASS 0
 PS0008
 PS0008.The horizontal coordinates were scaled from a map and have
 PS0008.an estimated accuracy of +/- 6 seconds.
 PS0008
 PS0008.The orthometric height was determined by differential leveling and
 PS0008.adjusted by the NATIONAL GEODETIC SURVEY
 PS0008.in June 1991.
 PS0008
 PS0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0008.GEOID18 height accuracy estimate available here.
 PS0008
 PS0008.Click photographs - Photos may exist for this station.
 PS0008
 PS0008.The dynamic height is computed by dividing the NAVD 88
 PS0008.geopotential number by the normal gravity value computed on the
 PS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0008.degrees latitude (g = 980.6199 gals.).
 PS0008
 PS0008.The modeled gravity was interpolated from observed gravity values.
 PS0008
 PS0008;                    North         East    Units  Estimated Accuracy
 PS0008;SPC SD N     -   120,730.      756,880.      MT  (+/- 180 meters Scaled)
 PS0008
 PS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ778725(NAD 83)
 PS0008
 PS0008                          SUPERSEDED SURVEY CONTROL
 PS0008
 PS0008  NGVD 29 (??/??/92)  428.056  (m)         1404.38   (f) ADJ UNCH    2 0
 PS0008
 PS0008.Superseded values are not recommended for survey control.
 PS0008
 PS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0008.See file dsdata.pdf to determine how the superseded data were derived.
 PS0008
 PS0008_MARKER: DB = BENCH MARK DISK
 PS0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0008_STAMPING: S 58 1934
 PS0008_MARK LOGO: CGS
 PS0008_PROJECTION: FLUSH
 PS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0008+STABILITY: SURFACE MOTION
 PS0008
 PS0008  HISTORY     - Date     Condition        Report By
 PS0008  HISTORY     - 1934     MONUMENTED       CGS
 PS0008  HISTORY     - 1973     GOOD             USGS
 PS0008
 PS0008                          STATION DESCRIPTION
 PS0008
 PS0008'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PS0008'4.5 MI SW FROM DOLAND.
 PS0008'RAYMOND, 3.5 MI W. AND 1.0 MI S. OF, ABOUT 0.25 MI S. FROM COR.
 PS0008'SECS. 25, 26, 35, 36 T 117 N., R 60 W. TO RR X-ING, THENCE ABOUT
 PS0008'0.5 MI W. ALONG RR TRACK, 39 FT N. AND 105 FT E. OF CENTERLINE
 PS0008'TRACK OPPOSITE T-FENCE S, A STANDARD USC AND GS DISK STAMPED
 PS0008'S 58 1934 AND SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 PS0008'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0071 ***********************************************************************
 QR0071  DESIGNATION -  S 59
 QR0071  PID         -  QR0071
 QR0071  STATE/COUNTY-  SD/SPINK
 QR0071  COUNTRY     -  US
 QR0071  USGS QUAD   -  GALLUP (2017)
 QR0071
 QR0071                         *CURRENT SURVEY CONTROL
 QR0071  ______________________________________________________________________
 QR0071* NAD 83(1986) POSITION- 45 02 34.41   (N) 098 29 44.51   (W)   HD_HELD1
 QR0071* NAVD 88 ORTHO HEIGHT -   395.290 (meters)     1296.88  (feet) ADJUSTED
 QR0071  ______________________________________________________________________
 QR0071  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 QR0071  DYNAMIC HEIGHT  -        395.250 (meters)     1296.75  (feet) COMP
 QR0071  MODELED GRAVITY -    980,503.4   (mgal)                       NAVD 88
 QR0071
 QR0071  VERT ORDER      -  SECOND    CLASS 0
 QR0071
 QR0071.The horizontal coordinates were determined by differentially corrected
 QR0071.hand held GPS observations or other comparable positioning techniques
 QR0071.and have an estimated accuracy of +/- 3 meters.
 QR0071
 QR0071.The orthometric height was determined by differential leveling and
 QR0071.adjusted by the NATIONAL GEODETIC SURVEY
 QR0071.in June 1991.
 QR0071
 QR0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0071.GEOID18 height accuracy estimate available here.
 QR0071
 QR0071.Click photographs - Photos may exist for this station.
 QR0071
 QR0071.The dynamic height is computed by dividing the NAVD 88
 QR0071.geopotential number by the normal gravity value computed on the
 QR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0071.degrees latitude (g = 980.6199 gals.).
 QR0071
 QR0071.The modeled gravity was interpolated from observed gravity values.
 QR0071
 QR0071;                    North         East    Units  Estimated Accuracy
 QR0071;SPC SD N     -   135,510.1     718,507.0     MT  (+/- 3 meters HH1 GPS) 
 QR0071
 QR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3971787838(NAD 83)
 QR0071
 QR0071                          SUPERSEDED SURVEY CONTROL
 QR0071
 QR0071  NGVD 29 (??/??/92)  394.999  (m)         1295.93   (f) ADJ UNCH    2 0
 QR0071
 QR0071.Superseded values are not recommended for survey control.
 QR0071
 QR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0071.See file dsdata.pdf to determine how the superseded data were derived.
 QR0071
 QR0071_MARKER: DB = BENCH MARK DISK
 QR0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0071_STAMPING: S 59 1934
 QR0071_MARK LOGO: CGS
 QR0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0071+STABILITY: SURFACE MOTION
 QR0071
 QR0071  HISTORY     - Date     Condition        Report By
 QR0071  HISTORY     - 1934     MONUMENTED       CGS
 QR0071
 QR0071                          STATION DESCRIPTION
 QR0071
 QR0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0071'2 MI S FROM GALLUP.
 QR0071'2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0071'RAILWAY FROM THE STATION AT GALLUP, SPINK COUNTY, ABOUT 6 POLES
 QR0071'NORTH OF MILEPOST 99, ABOUT 325 FEET NORTH OF A CROSSING, 34 FEET
 QR0071'WEST OF THE CENTER LINE OF THE TRACK, AND 3 FEET LOWER THAN THE
 QR0071'TRACK.  A STANDARD DISK, STAMPED S 59 1934 AND SET IN THE TOP OF
 QR0071'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0004 ***********************************************************************
 OR0004  DESIGNATION -  S 6
 OR0004  PID         -  OR0004
 OR0004  STATE/COUNTY-  SD/DAVISON
 OR0004  COUNTRY     -  US
 OR0004  USGS QUAD   -  MITCHELL (2017)
 OR0004
 OR0004                         *CURRENT SURVEY CONTROL
 OR0004  ______________________________________________________________________
 OR0004* NAD 83(1986) POSITION- 43 42 44.3    (N) 098 01 28.0    (W)   HD_HELD2
 OR0004* NAVD 88 ORTHO HEIGHT -   400.843 (meters)     1315.10  (feet) ADJUSTED
 OR0004  ______________________________________________________________________
 OR0004  GEOID HEIGHT    -        -26.152 (meters)                     GEOID18
 OR0004  DYNAMIC HEIGHT  -        400.743 (meters)     1314.77  (feet) COMP
 OR0004  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 OR0004
 OR0004  VERT ORDER      -  FIRST     CLASS II
 OR0004
 OR0004.The horizontal coordinates were established by autonomous hand held GPS
 OR0004.observations and have an estimated accuracy of +/- 10 meters.
 OR0004
 OR0004.The orthometric height was determined by differential leveling and
 OR0004.adjusted by the NATIONAL GEODETIC SURVEY
 OR0004.in June 1991.
 OR0004
 OR0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0004.GEOID18 height accuracy estimate available here.
 OR0004
 OR0004.Click photographs - Photos may exist for this station.
 OR0004
 OR0004.The dynamic height is computed by dividing the NAVD 88
 OR0004.geopotential number by the normal gravity value computed on the
 OR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0004.degrees latitude (g = 980.6199 gals.).
 OR0004
 OR0004.The modeled gravity was interpolated from observed gravity values.
 OR0004
 OR0004;                    North         East    Units  Estimated Accuracy
 OR0004;SPC SD S     -   155,778.      786,039.      MT  (+/- 10 meters HH2 GPS)
 OR0004
 OR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP7859140382(NAD 83)
 OR0004
 OR0004                          SUPERSEDED SURVEY CONTROL
 OR0004
 OR0004  NGVD 29 (??/??/92)  400.547  (m)         1314.13   (f) ADJ UNCH    1 2
 OR0004
 OR0004.Superseded values are not recommended for survey control.
 OR0004
 OR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0004.See file dsdata.pdf to determine how the superseded data were derived.
 OR0004
 OR0004_MARKER: DB = BENCH MARK DISK
 OR0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0004_SP_SET: BUILDING
 OR0004_STAMPING: S 6 1925
 OR0004_MARK LOGO: CGS
 OR0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0004+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2012
 OR0004
 OR0004  HISTORY     - Date     Condition        Report By
 OR0004  HISTORY     - 1925     MONUMENTED       CGS
 OR0004  HISTORY     - 1935     GOOD             CGS
 OR0004  HISTORY     - 19910621 GOOD             NGS
 OR0004  HISTORY     - 19950630 GOOD             NGS
 OR0004  HISTORY     - 20120123 GOOD             INDIV
 OR0004
 OR0004                          STATION DESCRIPTION
 OR0004
 OR0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0004'AT MITCHELL.
 OR0004'AT MITCHELL, DAVISON COUNTY, AT THE NORTH SIDE OF THE FEDERAL
 OR0004'BUILDING, AT THE FIRST WINDOW EAST OF THE ENTRANCE, IN THE TOP
 OR0004'OF THE GRANITE SILL, AND ABOUT 4 FEET HIGHER THAN THE GROUND.
 OR0004'A STANDARD DISK, STAMPED S 6 1925.
 OR0004
 OR0004                          STATION RECOVERY (1935)
 OR0004
 OR0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0004'RECOVERED IN GOOD CONDITION.
 OR0004
 OR0004                          STATION RECOVERY (1991)
 OR0004
 OR0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0004'IN MITCHELL, IN THE STONE FOUNDATION OF THE MITCHELL PUBLIC SCHOOLS
 OR0004'ADMINISTRATION CENTER (FORMER POST OFFICE) AT 117 EAST 4TH AVENUE,
 OR0004'27.8 M (91.2 FT) WEST OF THE CENTER OF LAWLER STREET, 18.2 M (59.7
 OR0004'FT) SOUTH OF THE CENTER OF THE AVENUE, 3.8 M (12.5 FT) EAST OF THE
 OR0004'CENTER OF THE NORTH ENTRANCE TO THE BUILDING, AND 1.2 M (3.9 FT)
 OR0004'ABOVE THE LEVEL OF THE AVENUE.
 OR0004
 OR0004                          STATION RECOVERY (1995)
 OR0004
 OR0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0004'IN MITCHELL, AT THE INTERSECTION OF NORTH LAWLER STREET AND EAST 4TH
 OR0004'AVENUE, IN THE NORTH FOUNDATION OF THE MITCHELL PUBLIC SCHOOLS
 OR0004'ADMINISTRATION (OLD POST OFFICE), 27.8 M (91.2 FT) WEST OF THE STREET
 OR0004'CENTER, 18.2 M (59.7 FT) SOUTH OF THE AVENUE CENTER, 3.8 M (12.5 FT)
 OR0004'EAST OF THE CENTER OF THE NORTH ENTRANCE DOOR, AND 1.2 M (3.9 FT)
 OR0004'ABOVE THE LEVEL OF THE AVENUE.
 OR0004
 OR0004                          STATION RECOVERY (2012)
 OR0004
 OR0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0003 ***********************************************************************
 QR0003  DESIGNATION -  S 60
 QR0003  PID         -  QR0003
 QR0003  STATE/COUNTY-  SD/BROWN
 QR0003  COUNTRY     -  US
 QR0003  USGS QUAD   -  ORDWAY (2017)
 QR0003
 QR0003                         *CURRENT SURVEY CONTROL
 QR0003  ______________________________________________________________________
 QR0003* NAD 83(1986) POSITION- 45 31 54.     (N) 098 26 13.     (W)   SCALED
 QR0003* NAVD 88 ORTHO HEIGHT -   398.351 (meters)     1306.92  (feet) ADJUSTED
 QR0003  ______________________________________________________________________
 QR0003  GEOID HEIGHT    -        -24.555 (meters)                     GEOID18
 QR0003  DYNAMIC HEIGHT  -        398.322 (meters)     1306.83  (feet) COMP
 QR0003  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 QR0003
 QR0003  VERT ORDER      -  FIRST     CLASS II
 QR0003
 QR0003.The horizontal coordinates were scaled from a map and have
 QR0003.an estimated accuracy of +/- 6 seconds.
 QR0003
 QR0003.The orthometric height was determined by differential leveling and
 QR0003.adjusted by the NATIONAL GEODETIC SURVEY
 QR0003.in June 1991.
 QR0003
 QR0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0003.GEOID18 height accuracy estimate available here.
 QR0003
 QR0003.Click photographs - Photos may exist for this station.
 QR0003
 QR0003.The dynamic height is computed by dividing the NAVD 88
 QR0003.geopotential number by the normal gravity value computed on the
 QR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0003.degrees latitude (g = 980.6199 gals.).
 QR0003
 QR0003.The modeled gravity was interpolated from observed gravity values.
 QR0003
 QR0003;                    North         East    Units  Estimated Accuracy
 QR0003;SPC SD N     -   189,910.      722,090.      MT  (+/- 180 meters Scaled)
 QR0003
 QR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR439421(NAD 83)
 QR0003
 QR0003                          SUPERSEDED SURVEY CONTROL
 QR0003
 QR0003  NGVD 29 (??/??/92)  398.049  (m)         1305.93   (f) ADJ UNCH    1 2
 QR0003
 QR0003.Superseded values are not recommended for survey control.
 QR0003
 QR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0003.See file dsdata.pdf to determine how the superseded data were derived.
 QR0003
 QR0003_MARKER: DB = BENCH MARK DISK
 QR0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0003_STAMPING: S 60 1934
 QR0003_MARK LOGO: CGS
 QR0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0003+STABILITY: SURFACE MOTION
 QR0003
 QR0003  HISTORY     - Date     Condition        Report By
 QR0003  HISTORY     - 1934     MONUMENTED       CGS
 QR0003  HISTORY     - 1941     GOOD             CGS
 QR0003
 QR0003                          STATION DESCRIPTION
 QR0003
 QR0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0003'3.4 MI SW FROM ORDWAY.
 QR0003'3.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0003'FROM THE STATION AT ORDWAY, BROWN COUNTY, ABOUT 15 POLES NORTH
 QR0003'OF MILEPOST 87, AT A ROAD CROSSING, ABOUT 100 FEET NORTH OF THE
 QR0003'CENTER LINE OF THE ROAD, ABOUT 50 FEET EAST OF THE CENTER LINE
 QR0003'OF THE TRACK, 5 FEET NORTH OF A POLE, AND ABOUT LEVEL WITH THE
 QR0003'TRACK.  A STANDARD DISK, STAMPED S 60 1934 AND SET IN THE TOP
 QR0003'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0301 ***********************************************************************
 QQ0301  DESIGNATION -  S 61
 QQ0301  PID         -  QQ0301
 QQ0301  STATE/COUNTY-  SD/MARSHALL
 QQ0301  COUNTRY     -  US
 QQ0301  USGS QUAD   -  KIDDER (2017)
 QQ0301
 QQ0301                         *CURRENT SURVEY CONTROL
 QQ0301  ______________________________________________________________________
 QQ0301* NAD 83(1986) POSITION- 45 52 52.93   (N) 097 42 43.25   (W)   HD_HELD1
 QQ0301* NAVD 88 ORTHO HEIGHT -   394.788 (meters)     1295.23  (feet) ADJUSTED
 QQ0301  ______________________________________________________________________
 QQ0301  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 QQ0301  DYNAMIC HEIGHT  -        394.770 (meters)     1295.17  (feet) COMP
 QQ0301  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 QQ0301
 QQ0301  VERT ORDER      -  SECOND    CLASS 0
 QQ0301
 QQ0301.The horizontal coordinates were determined by differentially corrected
 QQ0301.hand held GPS observations or other comparable positioning techniques
 QQ0301.and have an estimated accuracy of +/- 3 meters.
 QQ0301
 QQ0301.The orthometric height was determined by differential leveling and
 QQ0301.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0301.in June 1991.
 QQ0301
 QQ0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0301.GEOID18 height accuracy estimate available here.
 QQ0301
 QQ0301.Click photographs - Photos may exist for this station.
 QQ0301
 QQ0301.The dynamic height is computed by dividing the NAVD 88
 QQ0301.geopotential number by the normal gravity value computed on the
 QQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0301.degrees latitude (g = 980.6199 gals.).
 QQ0301
 QQ0301.The modeled gravity was interpolated from observed gravity values.
 QQ0301
 QQ0301;                    North         East    Units  Estimated Accuracy
 QQ0301;SPC SD N     -   230,105.5     777,597.6     MT  (+/- 3 meters HH1 GPS) 
 QQ0301
 QQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9994481673(NAD 83)
 QQ0301
 QQ0301                          SUPERSEDED SURVEY CONTROL
 QQ0301
 QQ0301  NGVD 29 (??/??/92)  394.506  (m)         1294.31   (f) ADJ UNCH    2 0
 QQ0301
 QQ0301.Superseded values are not recommended for survey control.
 QQ0301
 QQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0301.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0301
 QQ0301_MARKER: DB = BENCH MARK DISK
 QQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0301_STAMPING: S 61 1934
 QQ0301_MARK LOGO: CGS
 QQ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0301+STABILITY: SURFACE MOTION
 QQ0301
 QQ0301  HISTORY     - Date     Condition        Report By
 QQ0301  HISTORY     - 1934     MONUMENTED       CGS
 QQ0301
 QQ0301                          STATION DESCRIPTION
 QQ0301
 QQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0301'AT KIDDER.
 QQ0301'AT KIDDER, MARSHALL COUNTY, 45 FEET EAST OF THE EAST CORNER OF THE
 QQ0301'GREAT NORTHERN RAILWAY STATION, AND 10 FEET NORTH OF THE POLE WHERE
 QQ0301'THE WIRES ARE TAPPED TO THE STATION.  A STANDARD DISK, STAMPED
 QQ0301'S 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0177 ***********************************************************************
 QQ0177  DESIGNATION -  S 62
 QQ0177  PID         -  QQ0177
 QQ0177  STATE/COUNTY-  SD/MARSHALL
 QQ0177  COUNTRY     -  US
 QQ0177  USGS QUAD   -  SOUTH RED IRON LAKE (2017)
 QQ0177
 QQ0177                         *CURRENT SURVEY CONTROL
 QQ0177  ______________________________________________________________________
 QQ0177* NAD 83(1986) POSITION- 45 39 36.     (N) 097 16 07.     (W)   SCALED
 QQ0177* NAVD 88 ORTHO HEIGHT -   600.392 (meters)     1969.79  (feet) ADJUSTED
 QQ0177  ______________________________________________________________________
 QQ0177  GEOID HEIGHT    -        -25.366 (meters)                     GEOID18
 QQ0177  DYNAMIC HEIGHT  -        600.338 (meters)     1969.61  (feet) COMP
 QQ0177  MODELED GRAVITY -    980,506.5   (mgal)                       NAVD 88
 QQ0177
 QQ0177  VERT ORDER      -  SECOND    CLASS 0
 QQ0177
 QQ0177.The horizontal coordinates were scaled from a map and have
 QQ0177.an estimated accuracy of +/- 6 seconds.
 QQ0177
 QQ0177.The orthometric height was determined by differential leveling and
 QQ0177.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0177.in June 1991.
 QQ0177
 QQ0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0177.GEOID18 height accuracy estimate available here.
 QQ0177
 QQ0177.Click photographs - Photos may exist for this station.
 QQ0177
 QQ0177.The dynamic height is computed by dividing the NAVD 88
 QQ0177.geopotential number by the normal gravity value computed on the
 QQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0177.degrees latitude (g = 980.6199 gals.).
 QQ0177
 QQ0177.The modeled gravity was interpolated from observed gravity values.
 QQ0177
 QQ0177;                    North         East    Units  Estimated Accuracy
 QQ0177;SPC SD N     -   206,580.      812,830.      MT  (+/- 180 meters Scaled)
 QQ0177
 QQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR348577(NAD 83)
 QQ0177
 QQ0177                          SUPERSEDED SURVEY CONTROL
 QQ0177
 QQ0177  NGVD 29 (??/??/92)  600.118  (m)         1968.89   (f) ADJ UNCH    2 0
 QQ0177
 QQ0177.Superseded values are not recommended for survey control.
 QQ0177
 QQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0177.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0177
 QQ0177_MARKER: DB = BENCH MARK DISK
 QQ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0177_STAMPING: S 62 1934
 QQ0177_MARK LOGO: CGS
 QQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0177+STABILITY: SURFACE MOTION
 QQ0177
 QQ0177  HISTORY     - Date     Condition        Report By
 QQ0177  HISTORY     - 1934     MONUMENTED       CGS
 QQ0177  HISTORY     - 20250331 MARK NOT FOUND   LOCSUR
 QQ0177
 QQ0177                          STATION DESCRIPTION
 QQ0177
 QQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0177'10.3 MI E FROM LAKE CITY.
 QQ0177'ABOUT 10.3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE PUBLIC
 QQ0177'SCHOOL AT LAKE CITY, MARSHALL COUNTY, AT THE JUNCTION WITH A
 QQ0177'SIDE ROAD LEADING NORTH, 33 FEET WEST OF THE CENTER LINE OF
 QQ0177'THE ROAD, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 QQ0177'8 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED S 62 1934
 QQ0177'AND SET IN THE TOP OF A CONCRETE POST.
 QQ0177
 QQ0177                          STATION RECOVERY (2025)
 QQ0177
 QQ0177'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (GSK)
 QQ0177'MARK WAS NOT FOUND.  NEW ROAD HAS BEEN BUILT SINCE MONUMENTED.  POWER
 QQ0177'POLES DO NOT EXIST ANYMORE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0367 ***********************************************************************
 QS0367  DESIGNATION -  S 63
 QS0367  PID         -  QS0367
 QS0367  STATE/COUNTY-  SD/CORSON
 QS0367  COUNTRY     -  US
 QS0367  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0367
 QS0367                         *CURRENT SURVEY CONTROL
 QS0367  ______________________________________________________________________
 QS0367* NAD 83(1986) POSITION- 45 51 42.     (N) 100 51 37.     (W)   SCALED
 QS0367* NAVD 88 ORTHO HEIGHT -   623.783 (meters)     2046.53  (feet) ADJUSTED
 QS0367  ______________________________________________________________________
 QS0367  GEOID HEIGHT    -        -21.082 (meters)                     GEOID18
 QS0367  DYNAMIC HEIGHT  -        623.729 (meters)     2046.35  (feet) COMP
 QS0367  MODELED GRAVITY -    980,509.4   (mgal)                       NAVD 88
 QS0367
 QS0367  VERT ORDER      -  SECOND    CLASS 0
 QS0367
 QS0367.The horizontal coordinates were scaled from a map and have
 QS0367.an estimated accuracy of +/- 6 seconds.
 QS0367
 QS0367.The orthometric height was determined by differential leveling and
 QS0367.adjusted by the NATIONAL GEODETIC SURVEY
 QS0367.in June 1991.
 QS0367
 QS0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0367.GEOID18 height accuracy estimate available here.
 QS0367
 QS0367.Click photographs - Photos may exist for this station.
 QS0367
 QS0367.The dynamic height is computed by dividing the NAVD 88
 QS0367.geopotential number by the normal gravity value computed on the
 QS0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0367.degrees latitude (g = 980.6199 gals.).
 QS0367
 QS0367.The modeled gravity was interpolated from observed gravity values.
 QS0367
 QS0367;                    North         East    Units  Estimated Accuracy
 QS0367;SPC SD N     -   225,760.      533,190.      MT  (+/- 180 meters Scaled)
 QS0367
 QS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR555803(NAD 83)
 QS0367
 QS0367                          SUPERSEDED SURVEY CONTROL
 QS0367
 QS0367  NGVD 29 (??/??/92)  623.356  (m)         2045.13   (f) ADJ UNCH    2 0
 QS0367
 QS0367.Superseded values are not recommended for survey control.
 QS0367
 QS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0367.See file dsdata.pdf to determine how the superseded data were derived.
 QS0367
 QS0367_MARKER: DB = BENCH MARK DISK
 QS0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0367_STAMPING: S 63 1934
 QS0367_MARK LOGO: CGS
 QS0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0367+STABILITY: SURFACE MOTION
 QS0367
 QS0367  HISTORY     - Date     Condition        Report By
 QS0367  HISTORY     - 1934     MONUMENTED       CGS
 QS0367  HISTORY     - 1945     GOOD             CGS
 QS0367
 QS0367                          STATION DESCRIPTION
 QS0367
 QS0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0367'4.6 MI S FROM MAPLE LEAF.
 QS0367'4.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0367'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON, COUNTY, 14
 QS0367'POLES NORTH OF MILEPOST 4, AT A ROAD CROSSING, 48 FEET NORTH OF
 QS0367'THE CENTER LINE OF THE ROAD, 42 FEET WEST OF THE CENTER LINE OF
 QS0367'THE TRACK, 6 FEET NORTH OF A POLE, AND 3 FEET LOWER THAN THE
 QS0367'TRACKS.  A STANDARD DISK, STAMPED S 63 1934 AND SET IN THE TOP OF
 QS0367'A CONCRETE POST.
 QS0367
 QS0367                          STATION RECOVERY (1945)
 QS0367
 QS0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0378 ***********************************************************************
 QS0378  DESIGNATION -  S 65
 QS0378  PID         -  QS0378
 QS0378  STATE/COUNTY-  SD/CORSON
 QS0378  COUNTRY     -  US
 QS0378  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0378
 QS0378                         *CURRENT SURVEY CONTROL
 QS0378  ______________________________________________________________________
 QS0378* NAD 83(1986) POSITION- 45 48 58.2    (N) 100 48 41.6    (W)   HD_HELD2
 QS0378* NAVD 88 ORTHO HEIGHT -   610.292 (meters)     2002.27  (feet) ADJUSTED
 QS0378  ______________________________________________________________________
 QS0378  GEOID HEIGHT    -        -21.133 (meters)                     GEOID18
 QS0378  DYNAMIC HEIGHT  -        610.240 (meters)     2002.10  (feet) COMP
 QS0378  MODELED GRAVITY -    980,510.9   (mgal)                       NAVD 88
 QS0378
 QS0378  VERT ORDER      -  SECOND    CLASS 0
 QS0378
 QS0378.The horizontal coordinates were established by autonomous hand held GPS
 QS0378.observations and have an estimated accuracy of +/- 10 meters.
 QS0378
 QS0378.The orthometric height was determined by differential leveling and
 QS0378.adjusted by the NATIONAL GEODETIC SURVEY
 QS0378.in June 1991.
 QS0378
 QS0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0378.GEOID18 height accuracy estimate available here.
 QS0378
 QS0378.Click photographs - Photos may exist for this station.
 QS0378
 QS0378.The dynamic height is computed by dividing the NAVD 88
 QS0378.geopotential number by the normal gravity value computed on the
 QS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0378.degrees latitude (g = 980.6199 gals.).
 QS0378
 QS0378.The modeled gravity was interpolated from observed gravity values.
 QS0378
 QS0378;                    North         East    Units  Estimated Accuracy
 QS0378;SPC SD N     -   220,664.      536,926.      MT  (+/- 10 meters HH2 GPS)
 QS0378
 QS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5926375218(NAD 83)
 QS0378
 QS0378                          SUPERSEDED SURVEY CONTROL
 QS0378
 QS0378  NGVD 29 (??/??/92)  609.869  (m)         2000.88   (f) ADJ UNCH    2 0
 QS0378
 QS0378.Superseded values are not recommended for survey control.
 QS0378
 QS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0378.See file dsdata.pdf to determine how the superseded data were derived.
 QS0378
 QS0378_MARKER: DB = BENCH MARK DISK
 QS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0378_STAMPING: S 65 1934
 QS0378_MARK LOGO: CGS
 QS0378_PROJECTION: FLUSH
 QS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0378+STABILITY: SURFACE MOTION
 QS0378
 QS0378  HISTORY     - Date     Condition        Report By
 QS0378  HISTORY     - 1934     MONUMENTED       CGS
 QS0378  HISTORY     - 1945     GOOD             CGS
 QS0378  HISTORY     - 20140828 POOR             LOCSUR
 QS0378
 QS0378                          STATION DESCRIPTION
 QS0378
 QS0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0378'AT MC LAUGHLIN.
 QS0378'AT MC LAUGHLIN, CORSON COUNTY, JUST WEST OF THE CHICAGO, MILWAUKEE,
 QS0378'ST. PAUL AND PACIFIC RAILROAD STATION, AT THE NORTHWEST END
 QS0378'OF THE RAILROAD PARK, ABOUT 250 FEET WEST OF THE CENTER OF A
 QS0378'ROAD CROSSING, 15 FEET WEST OF A POWER-TRANSMISSION LINE POLE,
 QS0378'15 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT NORTH
 QS0378'OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK,
 QS0378'STAMPED S 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0378
 QS0378                          STATION RECOVERY (1945)
 QS0378
 QS0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0378'RECOVERED IN GOOD CONDITION.
 QS0378
 QS0378                          STATION RECOVERY (2014)
 QS0378
 QS0378'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2014 (KSP)
 QS0378'THE MARK IS APPROXIMATELY 250 FT (76.2 M) WEST OF THE CENTERLINE OF
 QS0378'NORTH MAIN STREET AND 11 FT (3.4 M) SOUTH OF THE CENTER OF THE
 QS0378'RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0364 ***********************************************************************
 QR0364  DESIGNATION -  S 66
 QR0364  PID         -  QR0364
 QR0364  STATE/COUNTY-  SD/CAMPBELL
 QR0364  COUNTRY     -  US
 QR0364  USGS QUAD   -  ZEELAND SW (2017)
 QR0364
 QR0364                         *CURRENT SURVEY CONTROL
 QR0364  ______________________________________________________________________
 QR0364* NAD 83(1986) POSITION- 45 52 07.     (N) 099 52 50.     (W)   SCALED
 QR0364* NAVD 88 ORTHO HEIGHT -   547.831 (meters)     1797.34  (feet) ADJUSTED
 QR0364  ______________________________________________________________________
 QR0364  GEOID HEIGHT    -        -22.322 (meters)                     GEOID18
 QR0364  DYNAMIC HEIGHT  -        547.801 (meters)     1797.24  (feet) COMP
 QR0364  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 QR0364
 QR0364  VERT ORDER      -  SECOND    CLASS 0
 QR0364
 QR0364.The horizontal coordinates were scaled from a map and have
 QR0364.an estimated accuracy of +/- 6 seconds.
 QR0364
 QR0364.The orthometric height was determined by differential leveling and
 QR0364.adjusted by the NATIONAL GEODETIC SURVEY
 QR0364.in June 1991.
 QR0364
 QR0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0364.GEOID18 height accuracy estimate available here.
 QR0364
 QR0364.Click photographs - Photos may exist for this station.
 QR0364
 QR0364.The dynamic height is computed by dividing the NAVD 88
 QR0364.geopotential number by the normal gravity value computed on the
 QR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0364.degrees latitude (g = 980.6199 gals.).
 QR0364
 QR0364.The modeled gravity was interpolated from observed gravity values.
 QR0364
 QR0364;                    North         East    Units  Estimated Accuracy
 QR0364;SPC SD N     -   226,180.      609,280.      MT  (+/- 180 meters Scaled)
 QR0364
 QR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR316798(NAD 83)
 QR0364
 QR0364                          SUPERSEDED SURVEY CONTROL
 QR0364
 QR0364  NGVD 29 (??/??/92)  547.439  (m)         1796.06   (f) ADJ UNCH    2 0
 QR0364
 QR0364.Superseded values are not recommended for survey control.
 QR0364
 QR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0364.See file dsdata.pdf to determine how the superseded data were derived.
 QR0364
 QR0364_MARKER: DB = BENCH MARK DISK
 QR0364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0364_SP_SET: CULVERT HEADWALL
 QR0364_STAMPING: S 66 1934
 QR0364_MARK LOGO: CGS
 QR0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0364+STABILITY: SURFACE MOTION
 QR0364
 QR0364  HISTORY     - Date     Condition        Report By
 QR0364  HISTORY     - 1934     MONUMENTED       CGS
 QR0364
 QR0364                          STATION DESCRIPTION
 QR0364
 QR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0364'3.7 MI SW FROM ARTAS.
 QR0364'3.7 MILES SOUTHWEST.  ALONG THE MINNEAPOLIS, ST PAUL AND SAULT
 QR0364'STE MARIE RAILWAY, 10 POLES EAST OF MILEPOLE 389.  300 FEET
 QR0364'EAST OF PUBLIC ROAD CROSSING, THENCE 72 FEET SOUTH OF CENTERLINE
 QR0364'OF TRACK.  SET IN THE WEST END OF THE NORTH HEADWALL OF DOUBLE
 QR0364'4 FT X 8 FT CONCRETE BOX CULVERT, 1.5 FEET ABOVE LEVEL OF THE
 QR0364'TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0287 ***********************************************************************
 QR0287  DESIGNATION -  S 68
 QR0287  PID         -  QR0287
 QR0287  STATE/COUNTY-  SD/POTTER
 QR0287  COUNTRY     -  US
 QR0287  USGS QUAD   -  GETTYSBURG (2017)
 QR0287
 QR0287                         *CURRENT SURVEY CONTROL
 QR0287  ______________________________________________________________________
 QR0287* NAD 83(1986) POSITION- 45 00 48.     (N) 099 57 40.     (W)   SCALED
 QR0287* NAVD 88 ORTHO HEIGHT -   629.296 (meters)     2064.62  (feet) ADJUSTED
 QR0287  ______________________________________________________________________
 QR0287  GEOID HEIGHT    -        -22.551 (meters)                     GEOID18
 QR0287  DYNAMIC HEIGHT  -        629.201 (meters)     2064.30  (feet) COMP
 QR0287  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 QR0287
 QR0287  VERT ORDER      -  SECOND    CLASS 0
 QR0287
 QR0287.The horizontal coordinates were scaled from a map and have
 QR0287.an estimated accuracy of +/- 6 seconds.
 QR0287
 QR0287.The orthometric height was determined by differential leveling and
 QR0287.adjusted by the NATIONAL GEODETIC SURVEY
 QR0287.in June 1991.
 QR0287
 QR0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0287.GEOID18 height accuracy estimate available here.
 QR0287
 QR0287.Click photographs - Photos may exist for this station.
 QR0287
 QR0287.The dynamic height is computed by dividing the NAVD 88
 QR0287.geopotential number by the normal gravity value computed on the
 QR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0287.degrees latitude (g = 980.6199 gals.).
 QR0287
 QR0287.The modeled gravity was interpolated from observed gravity values.
 QR0287
 QR0287;                    North         East    Units  Estimated Accuracy
 QR0287;SPC SD N     -   131,130.      603,070.      MT  (+/- 180 meters Scaled)
 QR0287
 QR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ242848(NAD 83)
 QR0287
 QR0287                          SUPERSEDED SURVEY CONTROL
 QR0287
 QR0287  NGVD 29 (??/??/92)  628.932  (m)         2063.42   (f) ADJ UNCH    2 0
 QR0287
 QR0287.Superseded values are not recommended for survey control.
 QR0287
 QR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0287.See file dsdata.pdf to determine how the superseded data were derived.
 QR0287
 QR0287_MARKER: DB = BENCH MARK DISK
 QR0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0287_STAMPING: S 68 1934
 QR0287_MARK LOGO: CGS
 QR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0287+STABILITY: SURFACE MOTION
 QR0287
 QR0287  HISTORY     - Date     Condition        Report By
 QR0287  HISTORY     - 1934     MONUMENTED       CGS
 QR0287  HISTORY     - 1971     GOOD             NGS
 QR0287  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0287
 QR0287                          STATION DESCRIPTION
 QR0287
 QR0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QR0287'IN GETTYSBURG.
 QR0287'THE MARK WAS RECOVERED IN GOOD CONDITION.  U.S. HIGHWAY 212 IS
 QR0287'BEING WIDENED THRU GETTYSBURG AND THE MARK WILL BE UNDER FROM 1
 QR0287'TO 2 FEET OF BACK-FILL ALONG THE CURB AND GUTTER.  A NEW MARK
 QR0287'WAS SET NEARBY, BUT BENCH MARK S 68 1934 WAS LEFT INTACT.  ABOUT
 QR0287'1/4 MILE WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2 MILE
 QR0287'NORTH OF THE POTTER COUNTY COURTHOUSE, IN THE SOUTHWEST ANGLE OF
 QR0287'THE INTERSECTION WITH N. ELLSWORTH ST., 108 FEET WEST-NORTHWEST
 QR0287'OF THE NORTHWEST CORNER OF THE FARMERS UNION CO-OP STORE AND
 QR0287'SERVICE STATION, 37 FEET SOUTH OF THE CENTER OF HIGHWAY 212,
 QR0287'32 FEET WEST OF THE CENTER OF N. ELLSWORTH ST., A STANDARD DISK
 QR0287'SET IN A SQUARE CONCRETE MONUMENT.
 QR0287
 QR0287                          STATION RECOVERY (1974)
 QR0287
 QR0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0288 ***********************************************************************
 QR0288  DESIGNATION -  S 68 RESET
 QR0288  PID         -  QR0288
 QR0288  STATE/COUNTY-  SD/POTTER
 QR0288  COUNTRY     -  US
 QR0288  USGS QUAD   -  GETTYSBURG (2017)
 QR0288
 QR0288                         *CURRENT SURVEY CONTROL
 QR0288  ______________________________________________________________________
 QR0288* NAD 83(1986) POSITION- 45 00 51.     (N) 099 57 36.     (W)   SCALED
 QR0288* NAVD 88 ORTHO HEIGHT -   629.36  (meters)     2064.8   (feet) RESET
 QR0288  ______________________________________________________________________
 QR0288  GEOID HEIGHT    -        -22.550 (meters)                     GEOID18
 QR0288  VERT ORDER      -  THIRD
 QR0288
 QR0288.The horizontal coordinates were scaled from a map and have
 QR0288.an estimated accuracy of +/- 6 seconds.
 QR0288
 QR0288.The orthometric height was computed from unverified reset data.
 QR0288
 QR0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0288.GEOID18 height accuracy estimate available here.
 QR0288
 QR0288.Click photographs - Photos may exist for this station.
 QR0288
 QR0288;                    North         East    Units  Estimated Accuracy
 QR0288;SPC SD N     -   131,220.      603,150.      MT  (+/- 180 meters Scaled)
 QR0288
 QR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ243849(NAD 83)
 QR0288
 QR0288                          SUPERSEDED SURVEY CONTROL
 QR0288
 QR0288.No superseded survey control is available for this station.
 QR0288
 QR0288_MARKER: DB = BENCH MARK DISK
 QR0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0288_STAMPING: S 68 RESET 1971
 QR0288_MARK LOGO: CGS
 QR0288_PROJECTION: FLUSH
 QR0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0288+STABILITY: SURFACE MOTION
 QR0288
 QR0288  HISTORY     - Date     Condition        Report By
 QR0288  HISTORY     - 1971     MONUMENTED       NGS
 QR0288
 QR0288                          STATION DESCRIPTION
 QR0288
 QR0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QR0288'IN GETTYSBURG.
 QR0288'ABOUT 1/4 MILE WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT
 QR0288'0.2 MILE NORTH OF THE POTTER COUNTY COURTHOUSE, IN THE SOUTHEAST
 QR0288'ANGLE OF THE IMTERSECTION WITH N. ELLSWORTH ST., AT THE FARMERS
 QR0288'UNION CO-OP STORE AND SERVICE STATION, 114 FEET SOUTH OF THE
 QR0288'CENTER OF HIGHWAY 212, 70 FEET EAST OF THE CENTER OF N. ELLSWORTH
 QR0288'ST., 14 FEET SOUTH OF THE NORTHWEST CORNER OF THE STORE, 0.8
 QR0288'FOOT WEST OF THE WEST SIDE OF THE STORE, SET IN A CONCRETE
 QR0288'MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0307 ***********************************************************************
 QS0307  DESIGNATION -  S 69
 QS0307  PID         -  QS0307
 QS0307  STATE/COUNTY-  SD/DEWEY
 QS0307  COUNTRY     -  US
 QS0307  USGS QUAD   -  LA PLANT (2017)
 QS0307
 QS0307                         *CURRENT SURVEY CONTROL
 QS0307  ______________________________________________________________________
 QS0307* NAD 83(1986) POSITION- 45 08 28.00   (N) 100 38 22.77   (W)   HD_HELD1
 QS0307* NAVD 88 ORTHO HEIGHT -   585.728 (meters)     1921.68  (feet) ADJUSTED
 QS0307  ______________________________________________________________________
 QS0307  GEOID HEIGHT    -        -22.091 (meters)                     GEOID18
 QS0307  DYNAMIC HEIGHT  -        585.628 (meters)     1921.35  (feet) COMP
 QS0307  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 QS0307
 QS0307  VERT ORDER      -  FIRST     CLASS II
 QS0307
 QS0307.The horizontal coordinates were determined by differentially corrected
 QS0307.hand held GPS observations or other comparable positioning techniques
 QS0307.and have an estimated accuracy of +/- 3 meters.
 QS0307
 QS0307.The orthometric height was determined by differential leveling and
 QS0307.adjusted by the NATIONAL GEODETIC SURVEY
 QS0307.in July 1998.
 QS0307
 QS0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0307.GEOID18 height accuracy estimate available here.
 QS0307
 QS0307.Click photographs - Photos may exist for this station.
 QS0307
 QS0307.The dynamic height is computed by dividing the NAVD 88
 QS0307.geopotential number by the normal gravity value computed on the
 QS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0307.degrees latitude (g = 980.6199 gals.).
 QS0307
 QS0307.The modeled gravity was interpolated from observed gravity values.
 QS0307
 QS0307;                    North         East    Units  Estimated Accuracy
 QS0307;SPC SD N     -   145,522.6     549,692.4     MT  (+/- 3 meters HH1 GPS) 
 QS0307
 QS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7108799933(NAD 83)
 QS0307
 QS0307                          SUPERSEDED SURVEY CONTROL
 QS0307
 QS0307  NAVD 88 (06/15/91)  585.743  (m)         1921.73   (f) SUPERSEDED  1 2
 QS0307  NGVD 29 (??/??/92)  585.315  (m)         1920.32   (f) ADJ UNCH    1 2
 QS0307
 QS0307.Superseded values are not recommended for survey control.
 QS0307
 QS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0307.See file dsdata.pdf to determine how the superseded data were derived.
 QS0307
 QS0307_MARKER: DB = BENCH MARK DISK
 QS0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0307_SP_SET: WINGWALL
 QS0307_STAMPING: S 69 1934
 QS0307_MARK LOGO: CGS
 QS0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0307+STABILITY: SURFACE MOTION
 QS0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0307+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 QS0307
 QS0307  HISTORY     - Date     Condition        Report By
 QS0307  HISTORY     - 1934     MONUMENTED       CGS
 QS0307  HISTORY     - 1948     GOOD             CGS
 QS0307  HISTORY     - 19960425 GOOD             NGS
 QS0307  HISTORY     - 20120627 GOOD             INDIV
 QS0307
 QS0307                          STATION DESCRIPTION
 QS0307
 QS0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0307'0.3 MI N FROM LA PLANT.
 QS0307'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0307'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0307'THENCE ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 212, AT AN
 QS0307'85-FOOT CONCRETE DECK-BRIDGE, IN THE CENTER OF THE TOP OF THE
 QS0307'SOUTHWEST WING WALL, 11 FEET SOUTH OF THE CENTER LINE OF THE
 QS0307'HIGHWAY, AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 QS0307'DISK, STAMPED S 69 1934.
 QS0307
 QS0307                          STATION RECOVERY (1948)
 QS0307
 QS0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 QS0307'RECOVERED IN GOOD CONDITION.
 QS0307
 QS0307                          STATION RECOVERY (1996)
 QS0307
 QS0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0307'14.8 KM (9.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QS0307'IN RIDGEVIEW, IN TOP OF AND 0.6 M (2.0 FT) EAST OF THE WEST END OF THE
 QS0307'WEST CONCRETE WINGWALL OF AN ABANDONED HIGHWAY BRIDGE SPANNING A
 QS0307'CREEK, 432.0 M (1417.3 FT) WEST OF MILEPOST 188, 55.7 M (182.7 FT)
 QS0307'SOUTHWEST OF THE HIGHWAY CENTERLINE, AND 1.0 M (3.3 FT) ABOVE THE
 QS0307'LEVEL OF THE HIGHWAY.
 QS0307
 QS0307                          STATION RECOVERY (2012)
 QS0307
 QS0307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0396 ***********************************************************************
 OR0396  DESIGNATION -  S 7
 OR0396  PID         -  OR0396
 OR0396  STATE/COUNTY-  SD/BRULE
 OR0396  COUNTRY     -  US
 OR0396  USGS QUAD   -  PUKWANA (2017)
 OR0396
 OR0396                         *CURRENT SURVEY CONTROL
 OR0396  ______________________________________________________________________
 OR0396* NAD 83(1986) POSITION- 43 46 44.     (N) 099 10 48.     (W)   SCALED
 OR0396* NAVD 88 ORTHO HEIGHT -   472.403 (meters)     1549.88  (feet) ADJUSTED
 OR0396  ______________________________________________________________________
 OR0396  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 OR0396  DYNAMIC HEIGHT  -        472.278 (meters)     1549.47  (feet) COMP
 OR0396  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 OR0396
 OR0396  VERT ORDER      -  FIRST     CLASS II
 OR0396
 OR0396.The horizontal coordinates were scaled from a map and have
 OR0396.an estimated accuracy of +/- 6 seconds.
 OR0396
 OR0396.The orthometric height was determined by differential leveling and
 OR0396.adjusted by the NATIONAL GEODETIC SURVEY
 OR0396.in June 1991.
 OR0396
 OR0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0396.GEOID18 height accuracy estimate available here.
 OR0396
 OR0396.Click photographs - Photos may exist for this station.
 OR0396
 OR0396.The dynamic height is computed by dividing the NAVD 88
 OR0396.geopotential number by the normal gravity value computed on the
 OR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0396.degrees latitude (g = 980.6199 gals.).
 OR0396
 OR0396.The modeled gravity was interpolated from observed gravity values.
 OR0396
 OR0396;                    North         East    Units  Estimated Accuracy
 OR0396;SPC SD S     -   161,230.      692,840.      MT  (+/- 180 meters Scaled)
 OR0396
 OR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP855473(NAD 83)
 OR0396
 OR0396                          SUPERSEDED SURVEY CONTROL
 OR0396
 OR0396  NGVD 29 (??/??/92)  472.049  (m)         1548.71   (f) ADJ UNCH    1 2
 OR0396
 OR0396.Superseded values are not recommended for survey control.
 OR0396
 OR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0396.See file dsdata.pdf to determine how the superseded data were derived.
 OR0396
 OR0396_MARKER: DB = BENCH MARK DISK
 OR0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0396_SP_SET: BUILDING
 OR0396_STAMPING: S 7 1925
 OR0396_MARK LOGO: CGS
 OR0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0396
 OR0396  HISTORY     - Date     Condition        Report By
 OR0396  HISTORY     - 1925     MONUMENTED       CGS
 OR0396  HISTORY     - 1935     GOOD             CGS
 OR0396  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0396
 OR0396                          STATION DESCRIPTION
 OR0396
 OR0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0396'AT PUKWANA.
 OR0396'AT PUKWANA, BRULE COUNTY, AT THE SOUTHWEST CORNER OF THE POST
 OR0396'OFFICE, IN THE FACE OF A CONCRETE BLOCK, AND ABOUT 10 INCHES
 OR0396'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED S 7 1925 AND SET
 OR0396'VERTICALLY.
 OR0396
 OR0396                          STATION RECOVERY (1935)
 OR0396
 OR0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0396'RECOVERED IN GOOD CONDITION.
 OR0396
 OR0396                          STATION RECOVERY (2012)
 OR0396
 OR0396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0419 ***********************************************************************
 PT0419  DESIGNATION -  S 70
 PT0419  PID         -  PT0419
 PT0419  STATE/COUNTY-  SD/DEWEY
 PT0419  COUNTRY     -  US
 PT0419  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0419
 PT0419                         *CURRENT SURVEY CONTROL
 PT0419  ______________________________________________________________________
 PT0419* NAD 83(1986) POSITION- 44 59 44.     (N) 101 15 30.     (W)   SCALED
 PT0419* NAVD 88 ORTHO HEIGHT -   737.777 (meters)     2420.52  (feet) ADJUSTED
 PT0419  ______________________________________________________________________
 PT0419  GEOID HEIGHT    -        -21.197 (meters)                     GEOID18
 PT0419  DYNAMIC HEIGHT  -        737.638 (meters)     2420.07  (feet) COMP
 PT0419  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 PT0419
 PT0419  VERT ORDER      -  SECOND    CLASS 0
 PT0419
 PT0419.The horizontal coordinates were scaled from a map and have
 PT0419.an estimated accuracy of +/- 6 seconds.
 PT0419
 PT0419.The orthometric height was determined by differential leveling and
 PT0419.adjusted by the NATIONAL GEODETIC SURVEY
 PT0419.in June 1991.
 PT0419
 PT0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0419.GEOID18 height accuracy estimate available here.
 PT0419
 PT0419.Click photographs - Photos may exist for this station.
 PT0419
 PT0419.The dynamic height is computed by dividing the NAVD 88
 PT0419.geopotential number by the normal gravity value computed on the
 PT0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0419.degrees latitude (g = 980.6199 gals.).
 PT0419
 PT0419.The modeled gravity was interpolated from observed gravity values.
 PT0419
 PT0419;                    North         East    Units  Estimated Accuracy
 PT0419;SPC SD N     -   129,920.      500,790.      MT  (+/- 180 meters Scaled)
 PT0419
 PT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ219849(NAD 83)
 PT0419
 PT0419                          SUPERSEDED SURVEY CONTROL
 PT0419
 PT0419  NGVD 29 (??/??/92)  737.295  (m)         2418.94   (f) ADJ UNCH    2 0
 PT0419
 PT0419.Superseded values are not recommended for survey control.
 PT0419
 PT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0419.See file dsdata.pdf to determine how the superseded data were derived.
 PT0419
 PT0419_MARKER: DB = BENCH MARK DISK
 PT0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0419_STAMPING: S 70 1934
 PT0419_MARK LOGO: CGS
 PT0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0419+STABILITY: SURFACE MOTION
 PT0419
 PT0419  HISTORY     - Date     Condition        Report By
 PT0419  HISTORY     - 1934     MONUMENTED       CGS
 PT0419
 PT0419                          STATION DESCRIPTION
 PT0419
 PT0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0419'1.2 MI W FROM EAGLE BUTTE.
 PT0419'1.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PT0419'PACIFIC RAILROAD FROM THE STATION AT EAGLE BUTTE, DEWEY COUNTY,
 PT0419'AT A ONE-MILE-TO-THE-STATION SIGN, AT A ROAD CROSSING, 36 FEET
 PT0419'EAST OF THE CENTERLINE OF THE ROAD, 40 FEET NORTH OF THE CENTERLINE
 PT0419'OF THE TRACK, 8 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, LEVEL
 PT0419'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0277 ***********************************************************************
 QS0277  DESIGNATION -  S 71
 QS0277  PID         -  QS0277
 QS0277  STATE/COUNTY-  SD/DEWEY
 QS0277  COUNTRY     -  US
 QS0277  USGS QUAD   -  PROMISE (2017)
 QS0277
 QS0277                         *CURRENT SURVEY CONTROL
 QS0277  ______________________________________________________________________
 QS0277* NAD 83(1986) POSITION- 45 15 47.     (N) 100 35 22.     (W)   SCALED
 QS0277* NAVD 88 ORTHO HEIGHT -   522.184 (meters)     1713.20  (feet) ADJUSTED
 QS0277  ______________________________________________________________________
 QS0277  GEOID HEIGHT    -        -21.897 (meters)                     GEOID18
 QS0277  DYNAMIC HEIGHT  -        522.118 (meters)     1712.98  (feet) COMP
 QS0277  MODELED GRAVITY -    980,473.3   (mgal)                       NAVD 88
 QS0277
 QS0277  VERT ORDER      -  SECOND    CLASS 0
 QS0277
 QS0277.The horizontal coordinates were scaled from a map and have
 QS0277.an estimated accuracy of +/- 6 seconds.
 QS0277
 QS0277.The orthometric height was determined by differential leveling and
 QS0277.adjusted by the NATIONAL GEODETIC SURVEY
 QS0277.in June 1991.
 QS0277
 QS0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0277.GEOID18 height accuracy estimate available here.
 QS0277
 QS0277.Click photographs - Photos may exist for this station.
 QS0277
 QS0277.The dynamic height is computed by dividing the NAVD 88
 QS0277.geopotential number by the normal gravity value computed on the
 QS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0277.degrees latitude (g = 980.6199 gals.).
 QS0277
 QS0277.The modeled gravity was interpolated from observed gravity values.
 QS0277
 QS0277;                    North         East    Units  Estimated Accuracy
 QS0277;SPC SD N     -   159,040.      553,740.      MT  (+/- 180 meters Scaled)
 QS0277
 QS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR753134(NAD 83)
 QS0277
 QS0277                          SUPERSEDED SURVEY CONTROL
 QS0277
 QS0277  NGVD 29 (??/??/92)  521.793  (m)         1711.92   (f) ADJ UNCH    2 0
 QS0277
 QS0277.Superseded values are not recommended for survey control.
 QS0277
 QS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0277.See file dsdata.pdf to determine how the superseded data were derived.
 QS0277
 QS0277_MARKER: DB = BENCH MARK DISK
 QS0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0277_STAMPING: S 71 1934
 QS0277_MARK LOGO: CGS
 QS0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0277+STABILITY: SURFACE MOTION
 QS0277
 QS0277  HISTORY     - Date     Condition        Report By
 QS0277  HISTORY     - 1934     MONUMENTED       CGS
 QS0277  HISTORY     - 1940     GOOD             LOCENG
 QS0277
 QS0277                          STATION DESCRIPTION
 QS0277
 QS0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0277'5.2 MI S FROM PROMISE.
 QS0277'ABOUT 5.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0277'AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY COUNTY,
 QS0277'AT MILEPOST 18, AT A ROAD CROSSING, ABOUT 105 FEET SOUTH OF
 QS0277'THE CENTER LINE OF THE TRACK, 50 FEET EAST OF THE CENTER LINE OF
 QS0277'THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF
 QS0277'A WHITE REFERENCE POST STENCILED U.S.B.M., AND ABOUT 2 FEET LOWER
 QS0277'THAN THE TRACK.  A STANDARD DISK, STAMPED S 71 1934 AND SET
 QS0277'IN THE TOP OF A CONCRETE POST.
 QS0277
 QS0277                          STATION RECOVERY (1940)
 QS0277
 QS0277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0883 ***********************************************************************
 PT0883  DESIGNATION -  S 74 RESET
 PT0883  PID         -  PT0883
 PT0883  STATE/COUNTY-  SD/STANLEY
 PT0883  COUNTRY     -  US
 PT0883  USGS QUAD   -  LACY (2017)
 PT0883
 PT0883                         *CURRENT SURVEY CONTROL
 PT0883  ______________________________________________________________________
 PT0883* NAD 83(1986) POSITION- 44 23 10.     (N) 100 43 57.     (W)   SCALED
 PT0883* NAVD 88 ORTHO HEIGHT -   574.32  (meters)     1884.2   (feet) RESET
 PT0883  ______________________________________________________________________
 PT0883  GEOID HEIGHT    -        -22.900 (meters)                     GEOID18
 PT0883  VERT ORDER      -  THIRD
 PT0883
 PT0883.The horizontal coordinates were scaled from a map and have
 PT0883.an estimated accuracy of +/- 6 seconds.
 PT0883
 PT0883.The orthometric height was computed from unverified reset data.
 PT0883
 PT0883.No vertical observational check was made to the station.
 PT0883
 PT0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0883.GEOID18 height accuracy estimate available here.
 PT0883
 PT0883.Click photographs - Photos may exist for this station.
 PT0883
 PT0883;                    North         East    Units  Estimated Accuracy
 PT0883;SPC SD S     -   228,130.      568,190.      MT  (+/- 180 meters Scaled)
 PT0883
 PT0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ620162(NAD 83)
 PT0883
 PT0883                          SUPERSEDED SURVEY CONTROL
 PT0883
 PT0883  NGVD 29 (04/17/07)  573.90   (m)         1882.9    (f) RESET       3  
 PT0883
 PT0883.Superseded values are not recommended for survey control.
 PT0883
 PT0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0883.See file dsdata.pdf to determine how the superseded data were derived.
 PT0883
 PT0883_MARKER: DV = VERTICAL CONTROL DISK
 PT0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0883_STAMPING: S 74 RESET 1983
 PT0883_MARK LOGO: NGS
 PT0883_PROJECTION: FLUSH
 PT0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0883+STABILITY: SURFACE MOTION
 PT0883
 PT0883  HISTORY     - Date     Condition        Report By
 PT0883  HISTORY     - 1983     MONUMENTED       NGS
 PT0883  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0883  HISTORY     - 20120524 MARK NOT FOUND   INDIV
 PT0883
 PT0883                          STATION DESCRIPTION
 PT0883
 PT0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0883'28.5 KM (17.65 MI) NW FROM FORT PIERRE.
 PT0883'16.6 KM (10.3 MI) WEST ALONG HIGHWAY 14-34 FROM THE JUNCTION OF
 PT0883'HIGHWAYS 14-34 AND 83 IN THE NORTH EDGE OF FORT PIERRE, THENCE
 PT0883'3.9 KM (2.4 MI) NORTHWEST ALONG HIGHWAY, THENCE 8.0 KM (4.95 MI)
 PT0883'WEST ALONG HIGHWAY, 24.4 METERS (80.0 FEET) EAST OF A DRAW,
 PT0883'AND 22.7 METERS (74.5 FEET) NORTH OF THE CENTERLINE OF HIGHWAY.
 PT0883'THE MARK IS 0.8 FT  W FROM A WITNESS POST.
 PT0883
 PT0883                          STATION RECOVERY (1995)
 PT0883
 PT0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0883'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 PT0883
 PT0883                          STATION RECOVERY (2012)
 PT0883
 PT0883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0413 ***********************************************************************
 PT0413  DESIGNATION -  S 75
 PT0413  PID         -  PT0413
 PT0413  STATE/COUNTY-  SD/HAAKON
 PT0413  COUNTRY     -  US
 PT0413  USGS QUAD   -  CHERRY CREEK (2017)
 PT0413
 PT0413                         *CURRENT SURVEY CONTROL
 PT0413  ______________________________________________________________________
 PT0413* NAD 83(1986) POSITION- 44 35 41.69   (N) 101 28 11.36   (W)   HD_HELD1
 PT0413* NAVD 88 ORTHO HEIGHT -   523.635 (meters)     1717.96  (feet) ADJUSTED
 PT0413  ______________________________________________________________________
 PT0413  GEOID HEIGHT    -        -21.450 (meters)                     GEOID18
 PT0413  DYNAMIC HEIGHT  -        523.523 (meters)     1717.59  (feet) COMP
 PT0413  MODELED GRAVITY -    980,387.0   (mgal)                       NAVD 88
 PT0413
 PT0413  VERT ORDER      -  SECOND    CLASS 0
 PT0413
 PT0413.The horizontal coordinates were determined by differentially corrected
 PT0413.hand held GPS observations or other comparable positioning techniques
 PT0413.and have an estimated accuracy of +/- 3 meters.
 PT0413
 PT0413.The orthometric height was determined by differential leveling and
 PT0413.adjusted by the NATIONAL GEODETIC SURVEY
 PT0413.in June 1991.
 PT0413
 PT0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0413.GEOID18 height accuracy estimate available here.
 PT0413
 PT0413.Click photographs - Photos may exist for this station.
 PT0413
 PT0413.The dynamic height is computed by dividing the NAVD 88
 PT0413.geopotential number by the normal gravity value computed on the
 PT0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0413.degrees latitude (g = 980.6199 gals.).
 PT0413
 PT0413.The modeled gravity was interpolated from observed gravity values.
 PT0413
 PT0413;                    North         East    Units  Estimated Accuracy
 PT0413;SPC SD S     -   251,876.8     509,760.4     MT  (+/- 3 meters HH1 GPS) 
 PT0413
 PT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0397240919(NAD 83)
 PT0413
 PT0413                          SUPERSEDED SURVEY CONTROL
 PT0413
 PT0413  NGVD 29 (??/??/92)  523.192  (m)         1716.51   (f) ADJ UNCH    2 0
 PT0413
 PT0413.Superseded values are not recommended for survey control.
 PT0413
 PT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0413.See file dsdata.pdf to determine how the superseded data were derived.
 PT0413
 PT0413_MARKER: DB = BENCH MARK DISK
 PT0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0413_STAMPING: S 75 1934
 PT0413_MARK LOGO: CGS
 PT0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0413+STABILITY: SURFACE MOTION
 PT0413
 PT0413  HISTORY     - Date     Condition        Report By
 PT0413  HISTORY     - 1934     MONUMENTED       CGS
 PT0413
 PT0413                          STATION DESCRIPTION
 PT0413
 PT0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0413'1.8 MI E FROM CHERRY CREEK.
 PT0413'1.8 MILES EAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE AT
 PT0413'CHERRY CREEK, HAAKON COUNTY, AT THE JUNCTION WITH THE RIVER
 PT0413'FORD ROAD, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD 15 FEET
 PT0413'WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE AND SET IN THE
 PT0413'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0344 ***********************************************************************
 PT0344  DESIGNATION -  S 76
 PT0344  PID         -  PT0344
 PT0344  STATE/COUNTY-  SD/STANLEY
 PT0344  COUNTRY     -  US
 PT0344  USGS QUAD   -  OAHE SW (2017)
 PT0344
 PT0344                         *CURRENT SURVEY CONTROL
 PT0344  ______________________________________________________________________
 PT0344* NAD 83(1986) POSITION- 44 15 42.94   (N) 100 38 13.00   (W)   HD_HELD1
 PT0344* NAVD 88 ORTHO HEIGHT -   484.996 (meters)     1591.19  (feet) ADJUSTED
 PT0344  ______________________________________________________________________
 PT0344  GEOID HEIGHT    -        -23.431 (meters)                     GEOID18
 PT0344  DYNAMIC HEIGHT  -        484.882 (meters)     1590.82  (feet) COMP
 PT0344  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 PT0344
 PT0344  VERT ORDER      -  SECOND    CLASS 0
 PT0344
 PT0344.The horizontal coordinates were determined by differentially corrected
 PT0344.hand held GPS observations or other comparable positioning techniques
 PT0344.and have an estimated accuracy of +/- 3 meters.
 PT0344
 PT0344.The orthometric height was determined by differential leveling and
 PT0344.adjusted by the NATIONAL GEODETIC SURVEY
 PT0344.in June 1991.
 PT0344
 PT0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0344.GEOID18 height accuracy estimate available here.
 PT0344
 PT0344.Click photographs - Photos may exist for this station.
 PT0344
 PT0344.The dynamic height is computed by dividing the NAVD 88
 PT0344.geopotential number by the normal gravity value computed on the
 PT0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0344.degrees latitude (g = 980.6199 gals.).
 PT0344
 PT0344.The modeled gravity was interpolated from observed gravity values.
 PT0344
 PT0344;                    North         East    Units  Estimated Accuracy
 PT0344;SPC SD S     -   214,301.8     575,756.7     MT  (+/- 3 meters HH1 GPS) 
 PT0344
 PT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6933702268(NAD 83)
 PT0344
 PT0344                          SUPERSEDED SURVEY CONTROL
 PT0344
 PT0344  NGVD 29 (??/??/92)  484.597  (m)         1589.88   (f) ADJ UNCH    2 0
 PT0344
 PT0344.Superseded values are not recommended for survey control.
 PT0344
 PT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0344.See file dsdata.pdf to determine how the superseded data were derived.
 PT0344
 PT0344_MARKER: DB = BENCH MARK DISK
 PT0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0344_STAMPING: S 76 1934
 PT0344_MARK LOGO: CGS
 PT0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0344+STABILITY: SURFACE MOTION
 PT0344
 PT0344  HISTORY     - Date     Condition        Report By
 PT0344  HISTORY     - 1934     MONUMENTED       CGS
 PT0344  HISTORY     - 1984     GOOD             NGS
 PT0344
 PT0344                          STATION DESCRIPTION
 PT0344
 PT0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0344'2 MI E FROM WENDTE.
 PT0344'2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0344'THE STATION AT WENDTE, STANLEY COUNTY, 6 POLES WEST OF MILEPOST
 PT0344'501, 115 FEET WEST OF A FENCE CORNER, 115 FEET WEST OF CULVERT
 PT0344'NO. 1543, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1
 PT0344'FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED S 76 1934 AND
 PT0344'SET IN THE TOP OF A CONCRETE POST.
 PT0344
 PT0344                          STATION RECOVERY (1984)
 PT0344
 PT0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0344'0.2 KM (0.1 MI) NORTH ALONG GRAVELED ROAD FROM RAILROAD CROSSING IN
 PT0344'WENDTE, THENCE 3.3 KM (2.05 MI) EAST ALONG BAD RIVER ROAD, 35 M (115
 PT0344'FT) WEST-NORTHWEST OF THE NORTH END OF THE WEST 1 OF 2 CONCRETE
 PT0344'CULVERTS UNDER RAILROAD TRACK, 27.7 M (91 FT) SOUTH OF THE CENTER OF
 PT0344'THE ROAD, 14.0 M (46 FT) NORTH OF THE NORTH RAIL OF RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0387 ***********************************************************************
 OR0387  DESIGNATION -  S 78 RESET
 OR0387  PID         -  OR0387
 OR0387  STATE/COUNTY-  SD/BRULE
 OR0387  COUNTRY     -  US
 OR0387  USGS QUAD   -  LYONVILLE (2017)
 OR0387
 OR0387                         *CURRENT SURVEY CONTROL
 OR0387  ______________________________________________________________________
 OR0387* NAD 83(1986) POSITION- 43 53 28.     (N) 098 59 13.     (W)   SCALED
 OR0387* NAVD 88 ORTHO HEIGHT -   471.93  (+/-2cm)     1548.3   (feet) VERTCON3
 OR0387  ______________________________________________________________________
 OR0387  GEOID HEIGHT    -        -25.392 (meters)                     GEOID18
 OR0387  VERT ORDER      -  THIRD (See Below)
 OR0387
 OR0387.The horizontal coordinates were scaled from a map and have
 OR0387.an estimated accuracy of +/- 6 seconds.
 OR0387
 OR0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0387
 OR0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0387.GEOID18 height accuracy estimate available here.
 OR0387
 OR0387.The vertical order pertains to the NGVD 29 superseded value.
 OR0387
 OR0387.Click photographs - Photos may exist for this station.
 OR0387
 OR0387;                    North         East    Units  Estimated Accuracy
 OR0387;SPC SD S     -   173,930.      708,170.      MT  (+/- 180 meters Scaled)
 OR0387
 OR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010597(NAD 83)
 OR0387
 OR0387                          SUPERSEDED SURVEY CONTROL
 OR0387
 OR0387  NGVD 29 (??/??/??)  471.60   (m)         1547.2    (f) RESET       3  
 OR0387
 OR0387.Superseded values are not recommended for survey control.
 OR0387
 OR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0387.See file dsdata.pdf to determine how the superseded data were derived.
 OR0387
 OR0387_MARKER: DB = BENCH MARK DISK
 OR0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0387_SP_SET: BRIDGE
 OR0387_STAMPING: S 78 RESET 1960
 OR0387_MARK LOGO: CGS
 OR0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0387
 OR0387  HISTORY     - Date     Condition        Report By
 OR0387  HISTORY     - 1960     MONUMENTED       SDHD
 OR0387  HISTORY     - 1963     GOOD             CGS
 OR0387
 OR0387                          STATION DESCRIPTION
 OR0387
 OR0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0387'9.8 MI S FROM GANN VALLEY.
 OR0387'IN BRULE COUNTY, 9.8 MILES SOUTH ALONG STATE HIGHWAY 45
 OR0387'FROM THE POST OFFICE AT GANN VALLEY, BUFFALO COUNTY, SOUTH
 OR0387'OF A FARMHUSE AT A LONG FILL, AT A 151 FT .6 IN CONTINOUS
 OR0387'CONCRETE BRIDGE IN THE SOUTHWEST CORNER OF THE WEST CONCRETE
 OR0387'HANDRAIL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0164 ***********************************************************************
 PS0164  DESIGNATION -  S 79
 PS0164  PID         -  PS0164
 PS0164  STATE/COUNTY-  SD/HAND
 PS0164  COUNTRY     -  US
 PS0164  USGS QUAD   -  VAYLAND NW (2017)
 PS0164
 PS0164                         *CURRENT SURVEY CONTROL
 PS0164  ______________________________________________________________________
 PS0164* NAD 83(1986) POSITION- 44 27 29.     (N) 098 59 00.     (W)   SCALED
 PS0164* NAVD 88 ORTHO HEIGHT -   510.497 (meters)     1674.86  (feet) ADJUSTED
 PS0164  ______________________________________________________________________
 PS0164  GEOID HEIGHT    -        -24.545 (meters)                     GEOID18
 PS0164  DYNAMIC HEIGHT  -        510.394 (meters)     1674.52  (feet) COMP
 PS0164  MODELED GRAVITY -    980,400.7   (mgal)                       NAVD 88
 PS0164
 PS0164  VERT ORDER      -  SECOND    CLASS 0
 PS0164
 PS0164.The horizontal coordinates were scaled from a map and have
 PS0164.an estimated accuracy of +/- 6 seconds.
 PS0164
 PS0164.The orthometric height was determined by differential leveling and
 PS0164.adjusted by the NATIONAL GEODETIC SURVEY
 PS0164.in June 1991.
 PS0164
 PS0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0164.GEOID18 height accuracy estimate available here.
 PS0164
 PS0164.Click photographs - Photos may exist for this station.
 PS0164
 PS0164.The dynamic height is computed by dividing the NAVD 88
 PS0164.geopotential number by the normal gravity value computed on the
 PS0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0164.degrees latitude (g = 980.6199 gals.).
 PS0164
 PS0164.The modeled gravity was interpolated from observed gravity values.
 PS0164
 PS0164;                    North         East    Units  Estimated Accuracy
 PS0164;SPC SD N     -    69,930.      680,910.      MT  (+/- 180 meters Scaled)
 PS0164
 PS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ013227(NAD 83)
 PS0164
 PS0164                          SUPERSEDED SURVEY CONTROL
 PS0164
 PS0164  NGVD 29 (??/??/92)  510.15   (m)         1673.7    (f) COMPUTED    2 0
 PS0164
 PS0164.Superseded values are not recommended for survey control.
 PS0164
 PS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0164.See file dsdata.pdf to determine how the superseded data were derived.
 PS0164
 PS0164_MARKER: DB = BENCH MARK DISK
 PS0164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0164_SP_SET: CULVERT HEADWALL
 PS0164_STAMPING: S 79 1934
 PS0164_MARK LOGO: CGS
 PS0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0164+STABILITY: SURFACE MOTION
 PS0164
 PS0164  HISTORY     - Date     Condition        Report By
 PS0164  HISTORY     - 1934     MONUMENTED       CGS
 PS0164
 PS0164                          STATION DESCRIPTION
 PS0164
 PS0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0164'4.3 MI S FROM MILLER.
 PS0164'4.3 MILES SOUTH OF CITY AUDITORIUM AT MILLER.  ALONG STATE
 PS0164'HIGHWAY 45 AT 4 FOOT BY 6 FOOT RCB CULVERT WE-34-1, 220 FEET NORTH
 PS0164'OF CROSSROADS.  SET IN THE CENTER OF THE EAST GUARD RAIL HEADWALL,
 PS0164'3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0165 ***********************************************************************
 PS0165  DESIGNATION -  S 79 RESET
 PS0165  PID         -  PS0165
 PS0165  STATE/COUNTY-  SD/HAND
 PS0165  COUNTRY     -  US
 PS0165  USGS QUAD   -  VAYLAND NW (2017)
 PS0165
 PS0165                         *CURRENT SURVEY CONTROL
 PS0165  ______________________________________________________________________
 PS0165* NAD 83(1986) POSITION- 44 27 29.09   (N) 098 59 00.61   (W)   HD_HELD1
 PS0165* NAVD 88 ORTHO HEIGHT -   509.63  (+/-2cm)     1672.0   (feet) VERTCON3
 PS0165  ______________________________________________________________________
 PS0165  GEOID HEIGHT    -        -24.544 (meters)                     GEOID18
 PS0165  VERT ORDER      -  THIRD (See Below)
 PS0165
 PS0165.The horizontal coordinates were determined by differentially corrected
 PS0165.hand held GPS observations or other comparable positioning techniques
 PS0165.and have an estimated accuracy of +/- 3 meters.
 PS0165
 PS0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0165
 PS0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0165.GEOID18 height accuracy estimate available here.
 PS0165
 PS0165.The vertical order pertains to the NGVD 29 superseded value.
 PS0165
 PS0165.Click photographs - Photos may exist for this station.
 PS0165
 PS0165;                    North         East    Units  Estimated Accuracy
 PS0165;SPC SD N     -    69,931.4     680,896.7     MT  (+/- 3 meters HH1 GPS) 
 PS0165
 PS0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0131222753(NAD 83)
 PS0165
 PS0165                          SUPERSEDED SURVEY CONTROL
 PS0165
 PS0165  NGVD 29 (??/??/??)  509.29   (m)         1670.9    (f) RESET       3  
 PS0165
 PS0165.Superseded values are not recommended for survey control.
 PS0165
 PS0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0165.See file dsdata.pdf to determine how the superseded data were derived.
 PS0165
 PS0165_MARKER: DB = BENCH MARK DISK
 PS0165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0165_SP_SET: BOX CULVERT HEADWALL
 PS0165_STAMPING: S 79 RESET 1949
 PS0165_MARK LOGO: CGS
 PS0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0165+STABILITY: SURFACE MOTION
 PS0165
 PS0165  HISTORY     - Date     Condition        Report By
 PS0165  HISTORY     - 1949     MONUMENTED       SDHD
 PS0165
 PS0165                          STATION DESCRIPTION
 PS0165
 PS0165'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 PS0165'4.3 MI S FROM MILLER.
 PS0165'4.3 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY AUDITORIUM
 PS0165'AT MILLER, ABOUT 220 FEET NORTH OF A CROSS ROAD, AT A 4- BY 6-FOOT
 PS0165'CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEAD
 PS0165'WALL, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 PS0165'WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0006 ***********************************************************************
 OS0006  DESIGNATION -  S 8
 OS0006  PID         -  OS0006
 OS0006  STATE/COUNTY-  SD/LYMAN
 OS0006  COUNTRY     -  US
 OS0006  USGS QUAD   -  PRESHO NW (2017)
 OS0006
 OS0006                         *CURRENT SURVEY CONTROL
 OS0006  ______________________________________________________________________
 OS0006* NAD 83(1986) POSITION- 43 55 35.     (N) 100 11 09.     (W)   SCALED
 OS0006* NAVD 88 ORTHO HEIGHT -   559.228 (meters)     1834.73  (feet) ADJUSTED
 OS0006  ______________________________________________________________________
 OS0006  GEOID HEIGHT    -        -24.925 (meters)                     GEOID18
 OS0006  DYNAMIC HEIGHT  -        559.060 (meters)     1834.18  (feet) COMP
 OS0006  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 OS0006
 OS0006  VERT ORDER      -  FIRST     CLASS II
 OS0006
 OS0006.The horizontal coordinates were scaled from a map and have
 OS0006.an estimated accuracy of +/- 6 seconds.
 OS0006
 OS0006.The orthometric height was determined by differential leveling and
 OS0006.adjusted by the NATIONAL GEODETIC SURVEY
 OS0006.in June 1991.
 OS0006
 OS0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0006.GEOID18 height accuracy estimate available here.
 OS0006
 OS0006.Click photographs - Photos may exist for this station.
 OS0006
 OS0006.The dynamic height is computed by dividing the NAVD 88
 OS0006.geopotential number by the normal gravity value computed on the
 OS0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0006.degrees latitude (g = 980.6199 gals.).
 OS0006
 OS0006.The modeled gravity was interpolated from observed gravity values.
 OS0006
 OS0006;                    North         East    Units  Estimated Accuracy
 OS0006;SPC SD S     -   176,990.      611,840.      MT  (+/- 180 meters Scaled)
 OS0006
 OS0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP048643(NAD 83)
 OS0006
 OS0006                          SUPERSEDED SURVEY CONTROL
 OS0006
 OS0006  NGVD 29 (??/??/92)  558.820  (m)         1833.40   (f) ADJ UNCH    1 2
 OS0006
 OS0006.Superseded values are not recommended for survey control.
 OS0006
 OS0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0006.See file dsdata.pdf to determine how the superseded data were derived.
 OS0006
 OS0006_MARKER: DB = BENCH MARK DISK
 OS0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0006_STAMPING: S 8 1925
 OS0006_MARK LOGO: CGS
 OS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0006+STABILITY: SURFACE MOTION
 OS0006
 OS0006  HISTORY     - Date     Condition        Report By
 OS0006  HISTORY     - 1925     MONUMENTED       CGS
 OS0006  HISTORY     - 1935     GOOD             CGS
 OS0006  HISTORY     - 1975     MARK NOT FOUND   USGS
 OS0006
 OS0006                          STATION DESCRIPTION
 OS0006
 OS0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0006'6.8 MI W FROM PRESHO.
 OS0006'6.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0006'PACIFIC RAILROAD FROM PRESHO, LYMAN COUNTY, AT A SECTION-LINE
 OS0006'ROAD CROSSING, 55.8 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 OS0006'49.2 FEET EAST OF THE CENTERLINE OF THE ROAD, 38 FEET NORTH
 OS0006'OF THE CENTERLINE OF THE TRACK, AND 10.8 FEET SOUTH OF THE
 OS0006'RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN THE TOP OF A
 OS0006'CONCRETE POST.
 OS0006
 OS0006                          STATION RECOVERY (1975)
 OS0006
 OS0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OS0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0120 ***********************************************************************
 PS0120  DESIGNATION -  S 81
 PS0120  PID         -  PS0120
 PS0120  STATE/COUNTY-  SD/SANBORN
 PS0120  COUNTRY     -  US
 PS0120  USGS QUAD   -  WOONSOCKET (2017)
 PS0120
 PS0120                         *CURRENT SURVEY CONTROL
 PS0120  ______________________________________________________________________
 PS0120* NAD 83(1986) POSITION- 44 03 49.     (N) 098 18 57.     (W)   SCALED
 PS0120* NAVD 88 ORTHO HEIGHT -   401.170 (meters)     1316.17  (feet) ADJUSTED
 PS0120  ______________________________________________________________________
 PS0120  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 PS0120  DYNAMIC HEIGHT  -        401.089 (meters)     1315.91  (feet) COMP
 PS0120  MODELED GRAVITY -    980,405.2   (mgal)                       NAVD 88
 PS0120
 PS0120  VERT ORDER      -  SECOND    CLASS 0
 PS0120
 PS0120.The horizontal coordinates were scaled from a map and have
 PS0120.an estimated accuracy of +/- 6 seconds.
 PS0120
 PS0120.The orthometric height was determined by differential leveling and
 PS0120.adjusted by the NATIONAL GEODETIC SURVEY
 PS0120.in June 1991.
 PS0120
 PS0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0120.GEOID18 height accuracy estimate available here.
 PS0120
 PS0120.Click photographs - Photos may exist for this station.
 PS0120
 PS0120.The dynamic height is computed by dividing the NAVD 88
 PS0120.geopotential number by the normal gravity value computed on the
 PS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0120.degrees latitude (g = 980.6199 gals.).
 PS0120
 PS0120.The modeled gravity was interpolated from observed gravity values.
 PS0120
 PS0120;                    North         East    Units  Estimated Accuracy
 PS0120;SPC SD S     -   194,190.      761,620.      MT  (+/- 180 meters Scaled)
 PS0120
 PS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP547791(NAD 83)
 PS0120
 PS0120                          SUPERSEDED SURVEY CONTROL
 PS0120
 PS0120  NGVD 29 (??/??/92)  400.872  (m)         1315.19   (f) ADJ UNCH    2 0
 PS0120
 PS0120.Superseded values are not recommended for survey control.
 PS0120
 PS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0120.See file dsdata.pdf to determine how the superseded data were derived.
 PS0120
 PS0120_MARKER: DB = BENCH MARK DISK
 PS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0120_STAMPING: S 81 1934
 PS0120_MARK LOGO: CGS
 PS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0120+STABILITY: SURFACE MOTION
 PS0120
 PS0120  HISTORY     - Date     Condition        Report By
 PS0120  HISTORY     - 1934     MONUMENTED       CGS
 PS0120  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0120
 PS0120                          STATION DESCRIPTION
 PS0120
 PS0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0120'2.9 MI W FROM WOONSOCKET.
 PS0120'2.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0120'PACIFIC RAILROAD FROM THE COUNTY COURTHOUSE AT WOONSOCKET,
 PS0120'SANBORN COUNTY, 7 POLES EAST OF MILEPOST 396, AT A PRIVATE-ROAD
 PS0120'CROSSING, 47 FEET NORTH OF THE CENTERLINE OF THE TRACK, 16 FEET
 PS0120'EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF THE
 PS0120'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 PS0120'STAMPED S81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0120
 PS0120                          STATION RECOVERY (1973)
 PS0120
 PS0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0600 ***********************************************************************
 PR0600  DESIGNATION -  S 82 RESET
 PR0600  PID         -  PR0600
 PR0600  STATE/COUNTY-  SD/MINER
 PR0600  COUNTRY     -  US
 PR0600  USGS QUAD   -  HOWARD (2017)
 PR0600
 PR0600                         *CURRENT SURVEY CONTROL
 PR0600  ______________________________________________________________________
 PR0600* NAD 83(1986) POSITION- 44 00 27.     (N) 097 36 28.     (W)   SCALED
 PR0600* NAVD 88 ORTHO HEIGHT -   442.89  (meters)     1453.0   (feet) RESET
 PR0600  ______________________________________________________________________
 PR0600  GEOID HEIGHT    -        -25.730 (meters)                     GEOID18
 PR0600  VERT ORDER      -  THIRD
 PR0600
 PR0600.The horizontal coordinates were scaled from a map and have
 PR0600.an estimated accuracy of +/- 6 seconds.
 PR0600
 PR0600.The orthometric height was computed from unverified reset data.
 PR0600
 PR0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0600.GEOID18 height accuracy estimate available here.
 PR0600
 PR0600.Click photographs - Photos may exist for this station.
 PR0600
 PR0600;                    North         East    Units  Estimated Accuracy
 PR0600;SPC SD S     -   189,570.      818,520.      MT  (+/- 180 meters Scaled)
 PR0600
 PR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP116736(NAD 83)
 PR0600
 PR0600                          SUPERSEDED SURVEY CONTROL
 PR0600
 PR0600.No superseded survey control is available for this station.
 PR0600
 PR0600_MARKER: DB = BENCH MARK DISK
 PR0600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0600_SP_SET: CULVERT HEADWALL
 PR0600_STAMPING: S 82 RESET 1936
 PR0600_MARK LOGO: CGS
 PR0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0600+STABILITY: SURFACE MOTION
 PR0600
 PR0600  HISTORY     - Date     Condition        Report By
 PR0600  HISTORY     - 1936     MONUMENTED       SDHD
 PR0600  HISTORY     - 1942     GOOD             CGS
 PR0600
 PR0600                          STATION DESCRIPTION
 PR0600
 PR0600'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1936
 PR0600'0.3 MI W FROM VILAS.
 PR0600'0.3 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0600'PACIFIC RAILROAD FROM THE STATION AT VILAS, MINER COUNTY, 4
 PR0600'POLES WEST OF MILEPOST 359, 60 FEET SOUTH OF THE CENTER LINE
 PR0600'OF THE TRACK, AT A 3- BY 8-FOOT CULVERT UNDER STATE HIGHWAY
 PR0600'34, IN THE CENTER OF THE TOP OF THE NORTH PARAPET WALL, AND
 PR0600'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0600'S 82 RESET 1936.
 PR0600
 PR0600                          STATION RECOVERY (1942)
 PR0600
 PR0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 PR0600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0113 ***********************************************************************
 PS0113  DESIGNATION -  S 83
 PS0113  PID         -  PS0113
 PS0113  STATE/COUNTY-  SD/BEADLE
 PS0113  COUNTRY     -  US
 PS0113  USGS QUAD   -  HURON NW (2017)
 PS0113
 PS0113                         *CURRENT SURVEY CONTROL
 PS0113  ______________________________________________________________________
 PS0113* NAD 83(1986) POSITION- 44 28 20.     (N) 098 12 50.     (W)   SCALED
 PS0113* NAVD 88 ORTHO HEIGHT -   396.538 (meters)     1300.98  (feet) ADJUSTED
 PS0113  ______________________________________________________________________
 PS0113  GEOID HEIGHT    -        -24.773 (meters)                     GEOID18
 PS0113  DYNAMIC HEIGHT  -        396.479 (meters)     1300.78  (feet) COMP
 PS0113  MODELED GRAVITY -    980,457.0   (mgal)                       NAVD 88
 PS0113
 PS0113  VERT ORDER      -  SECOND    CLASS 0
 PS0113
 PS0113.The horizontal coordinates were scaled from a map and have
 PS0113.an estimated accuracy of +/- 6 seconds.
 PS0113
 PS0113.The orthometric height was determined by differential leveling and
 PS0113.adjusted by the NATIONAL GEODETIC SURVEY
 PS0113.in June 1991.
 PS0113
 PS0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0113.GEOID18 height accuracy estimate available here.
 PS0113
 PS0113.Click photographs - Photos may exist for this station.
 PS0113
 PS0113.The dynamic height is computed by dividing the NAVD 88
 PS0113.geopotential number by the normal gravity value computed on the
 PS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0113.degrees latitude (g = 980.6199 gals.).
 PS0113
 PS0113.The modeled gravity was interpolated from observed gravity values.
 PS0113
 PS0113;                    North         East    Units  Estimated Accuracy
 PS0113;SPC SD N     -    72,560.      742,100.      MT  (+/- 180 meters Scaled)
 PS0113
 PS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625246(NAD 83)
 PS0113
 PS0113                          SUPERSEDED SURVEY CONTROL
 PS0113
 PS0113  NGVD 29 (??/??/92)  396.28   (m)         1300.1    (f) COMPUTED    2 0
 PS0113
 PS0113.Superseded values are not recommended for survey control.
 PS0113
 PS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0113.See file dsdata.pdf to determine how the superseded data were derived.
 PS0113
 PS0113_MARKER: DB = BENCH MARK DISK
 PS0113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0113_SP_SET: CULVERT HEADWALL
 PS0113_STAMPING: S 83 1934
 PS0113_MARK LOGO: CGS
 PS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0113+STABILITY: SURFACE MOTION
 PS0113
 PS0113  HISTORY     - Date     Condition        Report By
 PS0113  HISTORY     - 1934     MONUMENTED       CGS
 PS0113
 PS0113                          STATION DESCRIPTION
 PS0113
 PS0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0113'7.3 MI N FROM HURON.
 PS0113'7.3 MILES NORTH OF C AND N W DEPOT, ALONG HIGHWAY 37, 30 FEET
 PS0113'NORTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 21 FEET
 PS0113'EAST OF CENTERLINE OF HIGHWAY.  SET IN THE CENTER OF EAST
 PS0113'HEADWALL OF CONCRETE CULVERT, 6 INCHES BELOW LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0114 ***********************************************************************
 PS0114  DESIGNATION -  S 83 RESET
 PS0114  PID         -  PS0114
 PS0114  STATE/COUNTY-  SD/BEADLE
 PS0114  COUNTRY     -  US
 PS0114  USGS QUAD   -  HURON NW (2017)
 PS0114
 PS0114                         *CURRENT SURVEY CONTROL
 PS0114  ______________________________________________________________________
 PS0114* NAD 83(1986) POSITION- 44 28 20.     (N) 098 12 52.     (W)   SCALED
 PS0114* NAVD 88 ORTHO HEIGHT -   396.08  (meters)     1299.5   (feet) RESET
 PS0114  ______________________________________________________________________
 PS0114  GEOID HEIGHT    -        -24.773 (meters)                     GEOID18
 PS0114  VERT ORDER      -  THIRD
 PS0114
 PS0114.The horizontal coordinates were scaled from a map and have
 PS0114.an estimated accuracy of +/- 6 seconds.
 PS0114
 PS0114.The orthometric height was computed from unverified reset data.
 PS0114
 PS0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0114.GEOID18 height accuracy estimate available here.
 PS0114
 PS0114.Click photographs - Photos may exist for this station.
 PS0114
 PS0114;                    North         East    Units  Estimated Accuracy
 PS0114;SPC SD N     -    72,560.      742,060.      MT  (+/- 180 meters Scaled)
 PS0114
 PS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ624246(NAD 83)
 PS0114
 PS0114                          SUPERSEDED SURVEY CONTROL
 PS0114
 PS0114.No superseded survey control is available for this station.
 PS0114
 PS0114_MARKER: DB = BENCH MARK DISK
 PS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0114_STAMPING: S 83 RESET 1951
 PS0114_MARK LOGO: CGS
 PS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0114+STABILITY: SURFACE MOTION
 PS0114
 PS0114  HISTORY     - Date     Condition        Report By
 PS0114  HISTORY     - 1951     MONUMENTED       SDHD
 PS0114  HISTORY     - 1951     GOOD             CGS
 PS0114  HISTORY     - 1977     GOOD             NGS
 PS0114
 PS0114                          STATION DESCRIPTION
 PS0114
 PS0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PS0114'7.3 MI N FROM HURON.
 PS0114'7.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 PS0114'NORTH WESTERN RAILWAY CROSSING ON DAKOTA AVENUE IN HURON, BEADLE
 PS0114'COUNTY, 96 FEET WEST AND 44 FEET NORTH OF THE SOUTHEAST CORNER OF
 PS0114'SECTION 25, T 112 N, R 62 W, 2 FEET NORTH OF AN EAST-AND-WEST
 PS0114'FENCE LINE, AND 1 FOOT NORTH OF A U.S. CADASTRAL STATION MARKED
 PS0114'S-25-100.4.  A STANDARD DISK, STAMPED S 83 RESET 1951 AND SET IN
 PS0114'THE TOP OF A CONCRETE POST.
 PS0114
 PS0114                          STATION RECOVERY (1977)
 PS0114
 PS0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PS0114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0285 ***********************************************************************
 QQ0285  DESIGNATION -  S 85
 QQ0285  PID         -  QQ0285
 QQ0285  STATE/COUNTY-  SD/CLARK
 QQ0285  COUNTRY     -  US
 QQ0285  USGS QUAD   -  BRADLEY (2017)
 QQ0285
 QQ0285                         *CURRENT SURVEY CONTROL
 QQ0285  ______________________________________________________________________
 QQ0285* NAD 83(1986) POSITION- 45 05 19.     (N) 097 40 46.     (W)   SCALED
 QQ0285* NAVD 88 ORTHO HEIGHT -   548.930 (meters)     1800.95  (feet) ADJUSTED
 QQ0285  ______________________________________________________________________
 QQ0285  GEOID HEIGHT    -        -24.740 (meters)                     GEOID18
 QQ0285  DYNAMIC HEIGHT  -        548.857 (meters)     1800.71  (feet) COMP
 QQ0285  MODELED GRAVITY -    980,466.6   (mgal)                       NAVD 88
 QQ0285
 QQ0285  VERT ORDER      -  SECOND    CLASS 0
 QQ0285
 QQ0285.The horizontal coordinates were scaled from a map and have
 QQ0285.an estimated accuracy of +/- 6 seconds.
 QQ0285
 QQ0285.The orthometric height was determined by differential leveling and
 QQ0285.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0285.in June 1991.
 QQ0285
 QQ0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0285.GEOID18 height accuracy estimate available here.
 QQ0285
 QQ0285.Click photographs - Photos may exist for this station.
 QQ0285
 QQ0285.The dynamic height is computed by dividing the NAVD 88
 QQ0285.geopotential number by the normal gravity value computed on the
 QQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0285.degrees latitude (g = 980.6199 gals.).
 QQ0285
 QQ0285.The modeled gravity was interpolated from observed gravity values.
 QQ0285
 QQ0285;                    North         East    Units  Estimated Accuracy
 QQ0285;SPC SD N     -   142,110.      782,650.      MT  (+/- 180 meters Scaled)
 QQ0285
 QQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ039936(NAD 83)
 QQ0285
 QQ0285                          SUPERSEDED SURVEY CONTROL
 QQ0285
 QQ0285  NGVD 29 (??/??/92)  548.617  (m)         1799.92   (f) ADJ UNCH    2 0
 QQ0285
 QQ0285.Superseded values are not recommended for survey control.
 QQ0285
 QQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0285.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0285
 QQ0285_MARKER: DB = BENCH MARK DISK
 QQ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0285_STAMPING: S 85 1934
 QQ0285_MARK LOGO: CGS
 QQ0285_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0285+STABILITY: SURFACE MOTION
 QQ0285
 QQ0285  HISTORY     - Date     Condition        Report By
 QQ0285  HISTORY     - 1934     MONUMENTED       CGS
 QQ0285  HISTORY     - 19950101 SEE DESCRIPTION  SDDENR
 QQ0285
 QQ0285                          STATION DESCRIPTION
 QQ0285
 QQ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0285'1.6 MI W FROM BRADLEY.
 QQ0285'ABOUT 1.6 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0285'FROM THE BRADLEY, CLARK COUNTY, ABOUT 1 POLE EAST OF MILEPOST
 QQ0285'268, ABOUT 420 FEET WEST OF THE CENTER OF A PUBLIC-ROAD CROSSING,
 QQ0285'18 FEET NORTH OF THE CENTER LINE OF THE TRACK, 30 FEET SOUTH OF
 QQ0285'THE RIGHT-OF-WAY FENCE, AND ABOUT 1.5 FEET LOWER THAN THE TRACK.
 QQ0285'A STANDARD DISK, STAMPED S 85 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0285'POST.
 QQ0285
 QQ0285                          STATION RECOVERY (1995)
 QQ0285
 QQ0285'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0285'BENCHMARK DESTROYED.  TRACKS HAVE BEEN REMOVED AND THE RAILROAD GRADE
 QQ0285'RECLAIMED AND LEVELED.  MONUMENT WAS FOUND LYING IN A ROW OF LARGE
 QQ0285'COTTONWOOD TREES NORTH OF ITS FORMER LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0105 ***********************************************************************
 QR0105  DESIGNATION -  S 86
 QR0105  PID         -  QR0105
 QR0105  STATE/COUNTY-  SD/SPINK
 QR0105  COUNTRY     -  US
 QR0105  USGS QUAD   -  MELLETTE (2017)
 QR0105
 QR0105                         *CURRENT SURVEY CONTROL
 QR0105  ______________________________________________________________________
 QR0105* NAD 83(1986) POSITION- 45 09 28.     (N) 098 27 53.     (W)   SCALED
 QR0105* NAVD 88 ORTHO HEIGHT -   394.948 (meters)     1295.76  (feet) ADJUSTED
 QR0105  ______________________________________________________________________
 QR0105  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 QR0105  DYNAMIC HEIGHT  -        394.911 (meters)     1295.64  (feet) COMP
 QR0105  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 QR0105
 QR0105  VERT ORDER      -  SECOND    CLASS 0
 QR0105
 QR0105.The horizontal coordinates were scaled from a map and have
 QR0105.an estimated accuracy of +/- 6 seconds.
 QR0105
 QR0105.The orthometric height was determined by differential leveling and
 QR0105.adjusted by the NATIONAL GEODETIC SURVEY
 QR0105.in June 1991.
 QR0105
 QR0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0105.GEOID18 height accuracy estimate available here.
 QR0105
 QR0105.Click photographs - Photos may exist for this station.
 QR0105
 QR0105.The dynamic height is computed by dividing the NAVD 88
 QR0105.geopotential number by the normal gravity value computed on the
 QR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0105.degrees latitude (g = 980.6199 gals.).
 QR0105
 QR0105.The modeled gravity was interpolated from observed gravity values.
 QR0105
 QR0105;                    North         East    Units  Estimated Accuracy
 QR0105;SPC SD N     -   148,320.      720,710.      MT  (+/- 180 meters Scaled)
 QR0105
 QR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR420006(NAD 83)
 QR0105
 QR0105                          SUPERSEDED SURVEY CONTROL
 QR0105
 QR0105  NGVD 29 (??/??/92)  394.666  (m)         1294.83   (f) ADJ UNCH    2 0
 QR0105
 QR0105.Superseded values are not recommended for survey control.
 QR0105
 QR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0105.See file dsdata.pdf to determine how the superseded data were derived.
 QR0105
 QR0105_MARKER: DB = BENCH MARK DISK
 QR0105_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0105_SP_SET: CULVERT HEADWALL
 QR0105_STAMPING: S 86 1934
 QR0105_MARK LOGO: CGS
 QR0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0105+STABILITY: SURFACE MOTION
 QR0105
 QR0105  HISTORY     - Date     Condition        Report By
 QR0105  HISTORY     - 1934     MONUMENTED       CGS
 QR0105
 QR0105                          STATION DESCRIPTION
 QR0105
 QR0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0105'2 MI E FROM MELLETTE.
 QR0105'2.0 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0105'FROM THE HIGH SCHOOL AT MELLETTE, SPINK COUNTY, ABOUT 2-1/2
 QR0105'POLES WEST OF MILEPOST 309, AT A PUBLIC-ROAD CROSSING, ABOUT 232
 QR0105'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT A 14-INCH
 QR0105'CONCRETE ROAD CULVERT, IN THE WEST END OF THE NORTH HEAD WALL,
 QR0105'24 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 15 FEET NORTH
 QR0105'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2.5 FEET LOWER THAN
 QR0105'THE TRACK.  A STANDARD DISK, STAMPED S 86 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0252 ***********************************************************************
 QR0252  DESIGNATION -  S 87
 QR0252  PID         -  QR0252
 QR0252  STATE/COUNTY-  SD/FAULK
 QR0252  COUNTRY     -  US
 QR0252  USGS QUAD   -  NORBECK (2017)
 QR0252
 QR0252                         *CURRENT SURVEY CONTROL
 QR0252  ______________________________________________________________________
 QR0252* NAD 83(1986) POSITION- 45 10 57.     (N) 099 11 39.     (W)   SCALED
 QR0252* NAVD 88 ORTHO HEIGHT -   499.217 (meters)     1637.85  (feet) ADJUSTED
 QR0252  ______________________________________________________________________
 QR0252  GEOID HEIGHT    -        -23.431 (meters)                     GEOID18
 QR0252  DYNAMIC HEIGHT  -        499.160 (meters)     1637.66  (feet) COMP
 QR0252  MODELED GRAVITY -    980,485.5   (mgal)                       NAVD 88
 QR0252
 QR0252  VERT ORDER      -  SECOND    CLASS 0
 QR0252
 QR0252.The horizontal coordinates were scaled from a map and have
 QR0252.an estimated accuracy of +/- 6 seconds.
 QR0252
 QR0252.The orthometric height was determined by differential leveling and
 QR0252.adjusted by the NATIONAL GEODETIC SURVEY
 QR0252.in June 1991.
 QR0252
 QR0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0252.GEOID18 height accuracy estimate available here.
 QR0252
 QR0252.Click photographs - Photos may exist for this station.
 QR0252
 QR0252.The dynamic height is computed by dividing the NAVD 88
 QR0252.geopotential number by the normal gravity value computed on the
 QR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0252.degrees latitude (g = 980.6199 gals.).
 QR0252
 QR0252.The modeled gravity was interpolated from observed gravity values.
 QR0252
 QR0252;                    North         East    Units  Estimated Accuracy
 QR0252;SPC SD N     -   150,240.      663,330.      MT  (+/- 180 meters Scaled)
 QR0252
 QR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR847032(NAD 83)
 QR0252
 QR0252                          SUPERSEDED SURVEY CONTROL
 QR0252
 QR0252  NGVD 29 (??/??/92)  498.867  (m)         1636.70   (f) ADJ UNCH    2 0
 QR0252
 QR0252.Superseded values are not recommended for survey control.
 QR0252
 QR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0252.See file dsdata.pdf to determine how the superseded data were derived.
 QR0252
 QR0252_MARKER: DB = BENCH MARK DISK
 QR0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0252_STAMPING: S 87 1934
 QR0252_MARK LOGO: CGS
 QR0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0252+STABILITY: SURFACE MOTION
 QR0252
 QR0252  HISTORY     - Date     Condition        Report By
 QR0252  HISTORY     - 1934     MONUMENTED       CGS
 QR0252  HISTORY     - 1950     MARK NOT FOUND   CGS
 QR0252
 QR0252                          STATION DESCRIPTION
 QR0252
 QR0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 QR0252'1.2 MI E FROM NORBECK.
 QR0252'1.2 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 QR0252'NORBECK, FAULK COUNTY, ABOUT 2-1/2 POLES EAST OF MILEPOST 345,
 QR0252'ABOUT 285 FEET EAST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 40
 QR0252'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2.5 FEET
 QR0252'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 87 1934 AND SET
 QR0252'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0147 ***********************************************************************
 QR0147  DESIGNATION -  S 89
 QR0147  PID         -  QR0147
 QR0147  STATE/COUNTY-  SD/MCPHERSON
 QR0147  COUNTRY     -  US
 QR0147  USGS QUAD   -  WETONKA NORTH (2017)
 QR0147
 QR0147                         *CURRENT SURVEY CONTROL
 QR0147  ______________________________________________________________________
 QR0147* NAD 83(1986) POSITION- 45 43 54.     (N) 098 45 57.     (W)   SCALED
 QR0147* NAVD 88 ORTHO HEIGHT -   451.042 (meters)     1479.79  (feet) ADJUSTED
 QR0147  ______________________________________________________________________
 QR0147  GEOID HEIGHT    -        -24.021 (meters)                     GEOID18
 QR0147  DYNAMIC HEIGHT  -        451.017 (meters)     1479.71  (feet) COMP
 QR0147  MODELED GRAVITY -    980,548.0   (mgal)                       NAVD 88
 QR0147
 QR0147  VERT ORDER      -  SECOND    CLASS 0
 QR0147
 QR0147.The horizontal coordinates were scaled from a map and have
 QR0147.an estimated accuracy of +/- 6 seconds.
 QR0147
 QR0147.The orthometric height was determined by differential leveling and
 QR0147.adjusted by the NATIONAL GEODETIC SURVEY
 QR0147.in June 1991.
 QR0147
 QR0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0147.GEOID18 height accuracy estimate available here.
 QR0147
 QR0147.Click photographs - Photos may exist for this station.
 QR0147
 QR0147.The dynamic height is computed by dividing the NAVD 88
 QR0147.geopotential number by the normal gravity value computed on the
 QR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0147.degrees latitude (g = 980.6199 gals.).
 QR0147
 QR0147.The modeled gravity was interpolated from observed gravity values.
 QR0147
 QR0147;                    North         East    Units  Estimated Accuracy
 QR0147;SPC SD N     -   211,690.      696,060.      MT  (+/- 180 meters Scaled)
 QR0147
 QR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR182642(NAD 83)
 QR0147
 QR0147                          SUPERSEDED SURVEY CONTROL
 QR0147
 QR0147  NGVD 29 (??/??/92)  450.712  (m)         1478.71   (f) ADJ UNCH    2 0
 QR0147
 QR0147.Superseded values are not recommended for survey control.
 QR0147
 QR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0147.See file dsdata.pdf to determine how the superseded data were derived.
 QR0147
 QR0147_MARKER: DB = BENCH MARK DISK
 QR0147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0147_SP_SET: BOX CULVERT HEADWALL
 QR0147_STAMPING: S 89 1934
 QR0147_MARK LOGO: CGS
 QR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0147+STABILITY: SURFACE MOTION
 QR0147
 QR0147  HISTORY     - Date     Condition        Report By
 QR0147  HISTORY     - 1934     MONUMENTED       CGS
 QR0147  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0147
 QR0147                          STATION DESCRIPTION
 QR0147
 QR0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0147'9.1 MI E FROM LEOLA.
 QR0147'9.1 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL WATER
 QR0147'TOWER AT LEOLA, MC PHERSON COUNTY, 600 FEET SOUTH OF THE PRIVATE
 QR0147'ENTRANCE TO A FARMHOUSE, 200 FEET NORTH OF THE CORNER OF A FENCE
 QR0147'LEADING WEST, AT A 4- BY 5-FOOT CONCRETE-BOX CULVERT, IN THE
 QR0147'CENTER OF THE TOP OF THE EAST HEADWALL, AND ABOUT 2 FEET ABOVE
 QR0147'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 89 1934.
 QR0147
 QR0147                          STATION RECOVERY (1970)
 QR0147
 QR0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0260 ***********************************************************************
 OS0260  DESIGNATION -  S 9
 OS0260  PID         -  OS0260
 OS0260  STATE/COUNTY-  SD/JACKSON
 OS0260  COUNTRY     -  US
 OS0260  USGS QUAD   -  BELVIDERE (2017)
 OS0260
 OS0260                         *CURRENT SURVEY CONTROL
 OS0260  ______________________________________________________________________
 OS0260* NAD 83(1986) POSITION- 43 49 57.     (N) 101 16 18.     (W)   SCALED
 OS0260* NAVD 88 ORTHO HEIGHT -   711.623 (meters)     2334.72  (feet) ADJUSTED
 OS0260  ______________________________________________________________________
 OS0260  GEOID HEIGHT    -        -22.517 (meters)                     GEOID18
 OS0260  DYNAMIC HEIGHT  -        711.391 (meters)     2333.96  (feet) COMP
 OS0260  MODELED GRAVITY -    980,269.8   (mgal)                       NAVD 88
 OS0260
 OS0260  VERT ORDER      -  FIRST     CLASS II
 OS0260
 OS0260.The horizontal coordinates were scaled from a map and have
 OS0260.an estimated accuracy of +/- 6 seconds.
 OS0260
 OS0260.The orthometric height was determined by differential leveling and
 OS0260.adjusted by the NATIONAL GEODETIC SURVEY
 OS0260.in June 1991.
 OS0260
 OS0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0260.GEOID18 height accuracy estimate available here.
 OS0260
 OS0260.Click photographs - Photos may exist for this station.
 OS0260
 OS0260.The dynamic height is computed by dividing the NAVD 88
 OS0260.geopotential number by the normal gravity value computed on the
 OS0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0260.degrees latitude (g = 980.6199 gals.).
 OS0260
 OS0260.The modeled gravity was interpolated from observed gravity values.
 OS0260
 OS0260;                    North         East    Units  Estimated Accuracy
 OS0260;SPC SD S     -   166,970.      524,540.      MT  (+/- 180 meters Scaled)
 OS0260
 OS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP173557(NAD 83)
 OS0260
 OS0260                          SUPERSEDED SURVEY CONTROL
 OS0260
 OS0260  NGVD 29 (??/??/92)  711.154  (m)         2333.18   (f) ADJ UNCH    1 2
 OS0260
 OS0260.Superseded values are not recommended for survey control.
 OS0260
 OS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0260.See file dsdata.pdf to determine how the superseded data were derived.
 OS0260
 OS0260_MARKER: DB = BENCH MARK DISK
 OS0260_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OS0260_SP_SET: STEP
 OS0260_STAMPING: S 9 1925 2333.178
 OS0260_MARK LOGO: CGS
 OS0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0260+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1988
 OS0260
 OS0260  HISTORY     - Date     Condition        Report By
 OS0260  HISTORY     - 1925     MONUMENTED       CGS
 OS0260  HISTORY     - 1962     GOOD             CGS
 OS0260  HISTORY     - 1985     GOOD             NGS
 OS0260  HISTORY     - 19880505 GOOD             NGS
 OS0260
 OS0260                          STATION DESCRIPTION
 OS0260
 OS0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0260'0.1 MI S FROM BELVIDERE.
 OS0260'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0260'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT BELVIDERE,
 OS0260'IN SECTION 32, T 2 S, R 24 E, 49 FEET WEST OF THE CENTER LINE
 OS0260'OF MAIN STREET, ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET,
 OS0260'AND SET IN THE TOP OF THE SOUTH END OF STEP TO THE BELVIDERE
 OS0260'SUNDRIES BUILDING.
 OS0260
 OS0260                          STATION RECOVERY (1985)
 OS0260
 OS0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0260'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 OS0260'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0260'NEW DESCRIPTION FOLLOWS.  IN BELVIDERE, IN TOP OF THE SOUTH END OF A
 OS0260'CONCRET STEP FOR THE MAIN ENTRANCE TO THE POST OFFICE, 14.9 METERS
 OS0260'(49 FT) WEST OF THE CENTER OF STATE HIGHWAY 63 AND 2.3 METERS (7.5 FT)
 OS0260'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 OS0260
 OS0260                          STATION RECOVERY (1988)
 OS0260
 OS0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OS0260'0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 63 (MAIN STREET IN
 OS0260'BELVIDERE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90, IN
 OS0260'SECTION 32, T 2 S, R 24 E, 14.9 M (48.9 FT) WEST FROM THE CENTER
 OS0260'OF 63, 0.6 METER (2 FT) ABOVE THE STREET, IN THE TOP OF THE SOUTH
 OS0260'END OF THE STEP TO THE BELVIDERE POST OFFICE, WHICH IS A BRICK
 OS0260'FRONT BUILDING, THE FOURTH ONE SOUTH OF A CROSS STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0347 ***********************************************************************
 QQ0347  DESIGNATION -  S 91
 QQ0347  PID         -  QQ0347
 QQ0347  STATE/COUNTY-  SD/DAY
 QQ0347  COUNTRY     -  US
 QQ0347  USGS QUAD   -  LANGFORD (2017)
 QQ0347
 QQ0347                         *CURRENT SURVEY CONTROL
 QQ0347  ______________________________________________________________________
 QQ0347* NAD 83(1986) POSITION- 45 33 32.     (N) 097 50 19.     (W)   SCALED
 QQ0347* NAVD 88 ORTHO HEIGHT -   434.754 (meters)     1426.36  (feet) ADJUSTED
 QQ0347  ______________________________________________________________________
 QQ0347  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 QQ0347  DYNAMIC HEIGHT  -        434.729 (meters)     1426.27  (feet) COMP
 QQ0347  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 QQ0347
 QQ0347  VERT ORDER      -  SECOND    CLASS 0
 QQ0347
 QQ0347.The horizontal coordinates were scaled from a map and have
 QQ0347.an estimated accuracy of +/- 6 seconds.
 QQ0347
 QQ0347.The orthometric height was determined by differential leveling and
 QQ0347.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0347.in June 1991.
 QQ0347
 QQ0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0347.GEOID18 height accuracy estimate available here.
 QQ0347
 QQ0347.Click photographs - Photos may exist for this station.
 QQ0347
 QQ0347.The dynamic height is computed by dividing the NAVD 88
 QQ0347.geopotential number by the normal gravity value computed on the
 QQ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0347.degrees latitude (g = 980.6199 gals.).
 QQ0347
 QQ0347.The modeled gravity was interpolated from observed gravity values.
 QQ0347
 QQ0347;                    North         East    Units  Estimated Accuracy
 QQ0347;SPC SD N     -   194,010.      768,730.      MT  (+/- 180 meters Scaled)
 QQ0347
 QQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR906456(NAD 83)
 QQ0347
 QQ0347                          SUPERSEDED SURVEY CONTROL
 QQ0347
 QQ0347  NGVD 29 (??/??/92)  434.474  (m)         1425.44   (f) ADJ UNCH    2 0
 QQ0347
 QQ0347.Superseded values are not recommended for survey control.
 QQ0347
 QQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0347.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0347
 QQ0347_MARKER: DB = BENCH MARK DISK
 QQ0347_STAMPING: S 91 1934
 QQ0347_MARK LOGO: CGS
 QQ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0347
 QQ0347  HISTORY     - Date     Condition        Report By
 QQ0347  HISTORY     - 1934     MONUMENTED       CGS
 QQ0347  HISTORY     - 1969     GOOD             CGS
 QQ0347
 QQ0347                          STATION DESCRIPTION
 QQ0347
 QQ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QQ0347'1.5 MI S FROM LANGFORD.
 QQ0347'IN DAY COUNTY, ABOUT 3-1/2 MILES SOUTH OF THE PUBLIC SCHOOL IN
 QQ0347'LANGFORD ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0347'RAILROAD AT A FARM ROAD CROSSING, ABOUT 0.1 MILE WEST OF STATE
 QQ0347'HIGHWAY 25, 50 FEET EAST OF THE CENTER LINE OF THE TRACK, 30
 QQ0347'FEET NORTH OF THE CENTER OF THE FARM ROAD, 3 FEET WEST OF A
 QQ0347'TELEPHONE POLE, AND 1.0 FOOT EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0158 ***********************************************************************
 QQ0158  DESIGNATION -  S 92
 QQ0158  PID         -  QQ0158
 QQ0158  STATE/COUNTY-  SD/ROBERTS
 QQ0158  COUNTRY     -  US
 QQ0158  USGS QUAD   -  ROSHOLT (2017)
 QQ0158
 QQ0158                         *CURRENT SURVEY CONTROL
 QQ0158  ______________________________________________________________________
 QQ0158* NAD 83(1986) POSITION- 45 52 07.     (N) 096 44 52.     (W)   SCALED
 QQ0158* NAVD 88 ORTHO HEIGHT -   313.083 (meters)     1027.17  (feet) ADJUSTED
 QQ0158  ______________________________________________________________________
 QQ0158  GEOID HEIGHT    -        -26.231 (meters)                     GEOID18
 QQ0158  DYNAMIC HEIGHT  -        313.078 (meters)     1027.16  (feet) COMP
 QQ0158  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 QQ0158
 QQ0158  VERT ORDER      -  SECOND    CLASS 0
 QQ0158
 QQ0158.The horizontal coordinates were scaled from a map and have
 QQ0158.an estimated accuracy of +/- 6 seconds.
 QQ0158
 QQ0158.The orthometric height was determined by differential leveling and
 QQ0158.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0158.in June 1991.
 QQ0158
 QQ0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0158.GEOID18 height accuracy estimate available here.
 QQ0158
 QQ0158.Click photographs - Photos may exist for this station.
 QQ0158
 QQ0158.The dynamic height is computed by dividing the NAVD 88
 QQ0158.geopotential number by the normal gravity value computed on the
 QQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0158.degrees latitude (g = 980.6199 gals.).
 QQ0158
 QQ0158.The modeled gravity was interpolated from observed gravity values.
 QQ0158
 QQ0158;                    North         East    Units  Estimated Accuracy
 QQ0158;SPC SD N     -   231,250.      852,470.      MT  (+/- 180 meters Scaled)
 QQ0158
 QQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR748819(NAD 83)
 QQ0158
 QQ0158                          SUPERSEDED SURVEY CONTROL
 QQ0158
 QQ0158  NGVD 29 (??/??/92)  312.880  (m)         1026.51   (f) ADJ UNCH    2 0
 QQ0158
 QQ0158.Superseded values are not recommended for survey control.
 QQ0158
 QQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0158.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0158
 QQ0158_MARKER: DB = BENCH MARK DISK
 QQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0158_STAMPING: S 92 1934
 QQ0158_MARK LOGO: CGS
 QQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0158+STABILITY: SURFACE MOTION
 QQ0158
 QQ0158  HISTORY     - Date     Condition        Report By
 QQ0158  HISTORY     - 1934     MONUMENTED       CGS
 QQ0158  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0158
 QQ0158                          STATION DESCRIPTION
 QQ0158
 QQ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0158'0.9 MI SW FROM ROSHOLT.
 QQ0158'0.9 MILE SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0158'STE. MARIE RAILWAY FROM THE STATION AT ROSHOLT, ROBERTS COUNTY,
 QQ0158'ABOUT 3 POLES EAST OF MILEPOST 19, ABOUT 180 FEET EAST OF WOODEN
 QQ0158'TRESTLE Y 209 A, 35 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 QQ0158'AND ABOUT 3.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QQ0158'STAMPED S 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0158'NOTE-- MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY IS
 QQ0158'NOW THE SOO LINE RAILROAD.
 QQ0158
 QQ0158                          STATION RECOVERY (1972)
 QQ0158
 QQ0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0289 ***********************************************************************
 PR0289  DESIGNATION -  S 93
 PR0289  PID         -  PR0289
 PR0289  STATE/COUNTY-  SD/DEUEL
 PR0289  COUNTRY     -  US
 PR0289  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0289
 PR0289                         *CURRENT SURVEY CONTROL
 PR0289  ______________________________________________________________________
 PR0289* NAD 83(1986) POSITION- 44 50 29.     (N) 096 38 28.     (W)   SCALED
 PR0289* NAVD 88 ORTHO HEIGHT -   534.308 (meters)     1752.98  (feet) ADJUSTED
 PR0289  ______________________________________________________________________
 PR0289  GEOID HEIGHT    -        -25.384 (meters)                     GEOID18
 PR0289  DYNAMIC HEIGHT  -        534.235 (meters)     1752.74  (feet) COMP
 PR0289  MODELED GRAVITY -    980,462.9   (mgal)                       NAVD 88
 PR0289
 PR0289  VERT ORDER      -  SECOND    CLASS 0
 PR0289
 PR0289.The horizontal coordinates were scaled from a map and have
 PR0289.an estimated accuracy of +/- 6 seconds.
 PR0289
 PR0289.The orthometric height was determined by differential leveling and
 PR0289.adjusted by the NATIONAL GEODETIC SURVEY
 PR0289.in June 1991.
 PR0289
 PR0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0289.GEOID18 height accuracy estimate available here.
 PR0289
 PR0289.Click photographs - Photos may exist for this station.
 PR0289
 PR0289.The dynamic height is computed by dividing the NAVD 88
 PR0289.geopotential number by the normal gravity value computed on the
 PR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0289.degrees latitude (g = 980.6199 gals.).
 PR0289
 PR0289.The modeled gravity was interpolated from observed gravity values.
 PR0289
 PR0289;                    North         East    Units  Estimated Accuracy
 PR0289;SPC SD N     -   117,530.      865,480.      MT  (+/- 180 meters Scaled)
 PR0289
 PR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ864680(NAD 83)
 PR0289
 PR0289                          SUPERSEDED SURVEY CONTROL
 PR0289
 PR0289  NGVD 29 (??/??/92)  534.059  (m)         1752.16   (f) ADJ UNCH    2 0
 PR0289
 PR0289.Superseded values are not recommended for survey control.
 PR0289
 PR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0289.See file dsdata.pdf to determine how the superseded data were derived.
 PR0289
 PR0289_MARKER: DB = BENCH MARK DISK
 PR0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0289_STAMPING: S 93 1934
 PR0289_MARK LOGO: CGS
 PR0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0289+STABILITY: SURFACE MOTION
 PR0289
 PR0289  HISTORY     - Date     Condition        Report By
 PR0289  HISTORY     - 1934     MONUMENTED       CGS
 PR0289  HISTORY     - 1973     POOR             USGS
 PR0289
 PR0289                          STATION DESCRIPTION
 PR0289
 PR0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0289'2.4 MI E FROM ALTAMOUNT.
 PR0289'ABOUT 2.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0289'FROM THE WATER TOWER AT ALTAMOUNT, DEUEL COUNTY, ABOUT 2 1/2
 PR0289'POLES EAST OF MILEPOST 295, AT A GRADE CROSSING, 18 FEET WEST
 PR0289'OF THE CENTER LINE OF THE ROAD, 38 FEET NORTH OF THE CENTER
 PR0289'LINE OF THE TRACK, 2.5 FEET SOUTH OF A POLE, AND ABOUT 2 FEET
 PR0289'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 93 1934 AND
 PR0289'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK HAS BEEN HIT
 PR0289'BY MACHINERY, LISTING 20 DEGREES.
 PR0289
 PR0289                          STATION RECOVERY (1973)
 PR0289
 PR0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0289'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0217 ***********************************************************************
 PR0217  DESIGNATION -  S 95
 PR0217  PID         -  PR0217
 PR0217  STATE/COUNTY-  SD/BROOKINGS
 PR0217  COUNTRY     -  US
 PR0217  USGS QUAD   -  BROOKINGS (2017)
 PR0217
 PR0217                         *CURRENT SURVEY CONTROL
 PR0217  ______________________________________________________________________
 PR0217* NAD 83(1986) POSITION- 44 17 57.     (N) 096 45 53.     (W)   SCALED
 PR0217* NAVD 88 ORTHO HEIGHT -   507.974 (meters)     1666.58  (feet) ADJUSTED
 PR0217  ______________________________________________________________________
 PR0217  GEOID HEIGHT    -        -25.466 (meters)                     GEOID18
 PR0217  DYNAMIC HEIGHT  -        507.879 (meters)     1666.27  (feet) COMP
 PR0217  MODELED GRAVITY -    980,414.5   (mgal)                       NAVD 88
 PR0217
 PR0217  VERT ORDER      -  SECOND    CLASS 0
 PR0217
 PR0217.The horizontal coordinates were scaled from a map and have
 PR0217.an estimated accuracy of +/- 6 seconds.
 PR0217
 PR0217.The orthometric height was determined by differential leveling and
 PR0217.adjusted by the NATIONAL GEODETIC SURVEY
 PR0217.in June 1991.
 PR0217
 PR0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0217.GEOID18 height accuracy estimate available here.
 PR0217
 PR0217.Click photographs - Photos may exist for this station.
 PR0217
 PR0217.The dynamic height is computed by dividing the NAVD 88
 PR0217.geopotential number by the normal gravity value computed on the
 PR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0217.degrees latitude (g = 980.6199 gals.).
 PR0217
 PR0217.The modeled gravity was interpolated from observed gravity values.
 PR0217
 PR0217;                    North         East    Units  Estimated Accuracy
 PR0217;SPC SD N     -    56,920.      858,120.      MT  (+/- 180 meters Scaled)
 PR0217
 PR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ783075(NAD 83)
 PR0217
 PR0217                          SUPERSEDED SURVEY CONTROL
 PR0217
 PR0217  NGVD 29 (??/??/92)  507.718  (m)         1665.74   (f) ADJ UNCH    2 0
 PR0217
 PR0217.Superseded values are not recommended for survey control.
 PR0217
 PR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0217.See file dsdata.pdf to determine how the superseded data were derived.
 PR0217
 PR0217_MARKER: DB = BENCH MARK DISK
 PR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0217_STAMPING: S 95 1934
 PR0217_MARK LOGO: CGS
 PR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0217+STABILITY: SURFACE MOTION
 PR0217
 PR0217  HISTORY     - Date     Condition        Report By
 PR0217  HISTORY     - 1934     MONUMENTED       CGS
 PR0217  HISTORY     - 1964     GOOD             CGS
 PR0217  HISTORY     - 19900718 MARK NOT FOUND   NGS
 PR0217
 PR0217                          STATION DESCRIPTION
 PR0217
 PR0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PR0217'1.8 MI E FROM BROOKINGS.
 PR0217'1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0217'THE STATION AT BROOKINGS, BROOKINGS COUNTY, 5 POLES WEST OF
 PR0217'MILEPOST 289, 48 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 12
 PR0217'FEET SOUTHEAST OF A POLE, 2 FEET NORTHWEST OF THE CORNER OF THE
 PR0217'RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE RAIL.
 PR0217'A STANDARD DISK, STAMPED S 95 1934 AND SET IN THE TOP OF A
 PR0217'CONCRETE POST.
 PR0217
 PR0217                          STATION RECOVERY (1990)
 PR0217
 PR0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0421 ***********************************************************************
 PR0421  DESIGNATION -  S RESET
 PR0421  PID         -  PR0421
 PR0421  STATE/COUNTY-  SD/CODINGTON
 PR0421  COUNTRY     -  US
 PR0421  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0421
 PR0421                         *CURRENT SURVEY CONTROL
 PR0421  ______________________________________________________________________
 PR0421* NAD 83(1986) POSITION- 44 55 01.     (N) 097 07 31.     (W)   SCALED
 PR0421* NAVD 88 ORTHO HEIGHT -   529.41  (meters)     1736.9   (feet) RESET
 PR0421  ______________________________________________________________________
 PR0421  GEOID HEIGHT    -        -25.129 (meters)                     GEOID18
 PR0421  VERT ORDER      -  THIRD
 PR0421
 PR0421.The horizontal coordinates were scaled from a map and have
 PR0421.an estimated accuracy of +/- 6 seconds.
 PR0421
 PR0421.The orthometric height was computed from unverified reset data.
 PR0421
 PR0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0421.GEOID18 height accuracy estimate available here.
 PR0421
 PR0421.Click photographs - Photos may exist for this station.
 PR0421
 PR0421;                    North         East    Units  Estimated Accuracy
 PR0421;SPC SD N     -   124,440.      826,930.      MT  (+/- 180 meters Scaled)
 PR0421
 PR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ479754(NAD 83)
 PR0421
 PR0421                          SUPERSEDED SURVEY CONTROL
 PR0421
 PR0421.No superseded survey control is available for this station.
 PR0421
 PR0421_MARKER: DB = BENCH MARK DISK
 PR0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0421_STAMPING: S RESET 1954
 PR0421_MARK LOGO: CGS
 PR0421_PROJECTION: FLUSH
 PR0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0421+STABILITY: SURFACE MOTION
 PR0421
 PR0421  HISTORY     - Date     Condition        Report By
 PR0421  HISTORY     - 1954     MONUMENTED       LOCENG
 PR0421  HISTORY     - 1963     GOOD             CGS
 PR0421
 PR0421                          STATION DESCRIPTION
 PR0421
 PR0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PR0421'1.2 MI N FROM WATERTOWN.
 PR0421'ABOUT 1.25 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM
 PR0421'WATERTOWN, FROM A POINT ON NORTH SECTION LINE OF SECTION 30,
 PR0421'T 117 N, R 52 W, AND ON CENTERLINE OF GREAT NORTHERN RAILWAY
 PR0421'TRACK, SOUTHEAST ALONG R.R. TRACK - 795 FEET, THEN AT RIGHT
 PR0421'ANGLE TO EAST FROM R.R. CENTERLINE-51.2 FEET, AND SET IN THE
 PR0421'TOP OF A 6 IN X 6 IN CONCRETE POST, WHICH IS FLUSH WITH GROUND
 PR0421'LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0354 ***********************************************************************
 OQ0354  DESIGNATION -  SABERS
 OQ0354  PID         -  OQ0354
 OQ0354  STATE/COUNTY-  SD/MCCOOK
 OQ0354  COUNTRY     -  US
 OQ0354  USGS QUAD   -  SALEM (2017)
 OQ0354
 OQ0354                         *CURRENT SURVEY CONTROL
 OQ0354  ______________________________________________________________________
 OQ0354* NAD 83(1996) POSITION- 43 43 26.41843(N) 097 26 50.15399(W)   ADJUSTED
 OQ0354* NAVD 88 ORTHO HEIGHT -   461.074 (meters)     1512.71  (feet) ADJUSTED
 OQ0354  ______________________________________________________________________
 OQ0354  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 OQ0354  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 OQ0354  DYNAMIC HEIGHT  -        460.963 (meters)     1512.34  (feet) COMP
 OQ0354  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 OQ0354
 OQ0354  HORZ ORDER      -  SECOND
 OQ0354  VERT ORDER      -  FIRST     CLASS II
 OQ0354
 OQ0354.The horizontal coordinates were established by classical geodetic methods
 OQ0354.and adjusted by the National Geodetic Survey in January 1998.
 OQ0354
 OQ0354.The orthometric height was determined by differential leveling and
 OQ0354.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0354.in June 1991.
 OQ0354
 OQ0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0354.GEOID18 height accuracy estimate available here.
 OQ0354
 OQ0354.Click photographs - Photos may exist for this station.
 OQ0354
 OQ0354.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0354
 OQ0354.The dynamic height is computed by dividing the NAVD 88
 OQ0354.geopotential number by the normal gravity value computed on the
 OQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0354.degrees latitude (g = 980.6199 gals.).
 OQ0354
 OQ0354.The modeled gravity was interpolated from observed gravity values.
 OQ0354
 OQ0354. The following values were computed from the NAD 83(1996) position.
 OQ0354
 OQ0354;                    North         East     Units Scale Factor Converg.
 OQ0354;SPC SD S     -   158,531.455   832,482.837   MT  0.99990856   +1 59 27.5
 OQ0354;SPC SD S     -   520,115.28  2,731,237.44   sFT  0.99990856   +1 59 27.5
 OQ0354;UTM  14      - 4,842,390.911   625,065.479   MT  0.99979239   +1 04 24.1
 OQ0354
 OQ0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0354!SPC SD S     -   0.99993177  x   0.99990856  =   0.99984034
 OQ0354!UTM  14      -   0.99993177  x   0.99979239  =   0.99972418
 OQ0354
 OQ0354:                Primary Azimuth Mark                     Grid Az
 OQ0354:SPC SD S     -  SALEM                                    160 05 04.3
 OQ0354:UTM  14      -  SALEM                                    161 00 07.7
 OQ0354
 OQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2506542390(NAD 83)
 OQ0354
 OQ0354|---------------------------------------------------------------------|
 OQ0354| PID    Reference Object                     Distance      Geod. Az  |
 OQ0354|                                                           dddmmss.s |
 OQ0354| OQ0873 SALEM                               APPROX. 1.6 KM 1620431.8 |
 OQ0354| OQ0355 SABERS RM                            43.263 METERS 17954     |
 OQ0354|---------------------------------------------------------------------|
 OQ0354
 OQ0354                          SUPERSEDED SURVEY CONTROL
 OQ0354
 OQ0354  NAD 83(1995)-  43 43 26.42561(N)    097 26 50.13159(W) AD(       ) 2
 OQ0354  NAD 83(1986)-  43 43 26.42709(N)    097 26 50.12991(W) AD(       ) 2
 OQ0354  NAD 27      -  43 43 26.50300(N)    097 26 48.89800(W) AD(       ) 2
 OQ0354  NGVD 29 (??/??/92)  460.781  (m)         1511.75   (f) ADJ UNCH    1 2
 OQ0354  NGVD 29             460.78   (m)         1511.7    (f) LEVELING    3  
 OQ0354
 OQ0354.Superseded values are not recommended for survey control.
 OQ0354
 OQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0354.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0354
 OQ0354_MARKER: DS = TRIANGULATION STATION DISK
 OQ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0354_STAMPING: SABERS 1924
 OQ0354_MARK LOGO: CGS
 OQ0354_PROJECTION: FLUSH
 OQ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0354+STABILITY: SURFACE MOTION
 OQ0354
 OQ0354  HISTORY     - Date     Condition        Report By
 OQ0354  HISTORY     - 1924     MONUMENTED       CGS
 OQ0354  HISTORY     - 1924     GOOD             CGS
 OQ0354  HISTORY     - 1935     GOOD             CGS
 OQ0354  HISTORY     - 1941     GOOD             CGS
 OQ0354
 OQ0354                          STATION DESCRIPTION
 OQ0354
 OQ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0354'STATION IS ABOUT 2 MILES W OF THE VILLAGE OF SALEM.  IT IS
 OQ0354'ON THE N SIDE OF THE CHICAGO AND ST. PAUL MINNEAPOLIS AND
 OQ0354'OMAHA RAILWAY, ABOUT 275 METERS W OF WHISTLE POST, ABOUT
 OQ0354'125 METERS E OF SECTION-LINE ROAD, 13 METERS N OF N RAIL AND
 OQ0354'ABOUT 2 FEET BELOW TRACK LEVEL.  THE REFERENCE MARK IS
 OQ0354'OPPOSITE, JUST N OF FENCE LINE MARKING THE SOUTHERN LIMITS
 OQ0354'OF THE RIGHT-OF-WAY.
 OQ0354'
 OQ0354'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISK SET IN
 OQ0354'CONCRETE AS DESCRIBED.
 OQ0354'
 OQ0354'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.35 METERS.
 OQ0354
 OQ0354                          STATION RECOVERY (1924)
 OQ0354
 OQ0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OQ0354'2.8 MI W FROM SALEM.
 OQ0354'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0354'AND OMAHA RAILWAY FROM SALEM, MC COOK COUNTY, ABOUT 900 FEET
 OQ0354'WEST OF A WHISTLE POST, ABOUT 443 FEET EAST OF A SECTION-LINE
 OQ0354'ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 OQ0354'55 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 OQ0354'LOWER THAN THE TRACK.  A STANDARD TRIANGULATION-STATION DISK,
 OQ0354'STAMPED SABERS 1924 AND SET IN THE TOP OF A CONCRETE POST
 OQ0354'ABOUT FLUSH WITH THE GROUND.  NOTE-- THE CHICAGO, ST. PAUL,
 OQ0354'MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0354
 OQ0354                          STATION RECOVERY (1935)
 OQ0354
 OQ0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0354'THE STATION WAS IN GOOD CONDITION ON JUNE 5, 1935.  THE
 OQ0354'STATION MARK IS ABOUT 443 FEET E OF A GRADE CROSSING (INSTEAD
 OQ0354'OF 410 FEET), 45 FEET N OF CENTER LINE OF TRACK, AND 55 FEET
 OQ0354'S OF N RIGHT-OF-WAY FENCE.  MARK IS FLUSH WITH SURFACE OF GROUND.
 OQ0354'REFERENCE MARK IS 97 FEET S OF CENTER LINE OF TRACK, 2 FEET
 OQ0354'N OF S RIGHT-OF-WAY FENCE, AND 141.94 FEET S OF STATION.
 OQ0354'MARK IS FLUSH WITH SURFACE.
 OQ0354
 OQ0354                          STATION RECOVERY (1941)
 OQ0354
 OQ0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OQ0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0355 ***********************************************************************
 OQ0355  DESIGNATION -  SABERS RM
 OQ0355  PID         -  OQ0355
 OQ0355  STATE/COUNTY-  SD/MCCOOK
 OQ0355  COUNTRY     -  US
 OQ0355  USGS QUAD   -  SALEM (2017)
 OQ0355
 OQ0355                         *CURRENT SURVEY CONTROL
 OQ0355  ______________________________________________________________________
 OQ0355* NAD 83(1986) POSITION- 43 43 25.02   (N) 097 26 50.15   (W)   HD_HELD1
 OQ0355* NAVD 88 ORTHO HEIGHT -   461.425 (meters)     1513.86  (feet) ADJUSTED
 OQ0355  ______________________________________________________________________
 OQ0355  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 OQ0355  DYNAMIC HEIGHT  -        461.314 (meters)     1513.49  (feet) COMP
 OQ0355  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 OQ0355
 OQ0355  VERT ORDER      -  FIRST     CLASS II
 OQ0355
 OQ0355.The horizontal coordinates were determined by differentially corrected
 OQ0355.hand held GPS observations or other comparable positioning techniques
 OQ0355.and have an estimated accuracy of +/- 3 meters.
 OQ0355
 OQ0355.The orthometric height was determined by differential leveling and
 OQ0355.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0355.in June 1991.
 OQ0355
 OQ0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0355.GEOID18 height accuracy estimate available here.
 OQ0355
 OQ0355.Click photographs - Photos may exist for this station.
 OQ0355
 OQ0355.The dynamic height is computed by dividing the NAVD 88
 OQ0355.geopotential number by the normal gravity value computed on the
 OQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0355.degrees latitude (g = 980.6199 gals.).
 OQ0355
 OQ0355.The modeled gravity was interpolated from observed gravity values.
 OQ0355
 OQ0355;                    North         East    Units  Estimated Accuracy
 OQ0355;SPC SD S     -   158,488.3     832,484.4     MT  (+/- 3 meters HH1 GPS) 
 OQ0355
 OQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2506642347(NAD 83)
 OQ0355
 OQ0355                          SUPERSEDED SURVEY CONTROL
 OQ0355
 OQ0355  NGVD 29 (??/??/92)  461.132  (m)         1512.90   (f) ADJ UNCH    1 2
 OQ0355
 OQ0355.Superseded values are not recommended for survey control.
 OQ0355
 OQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0355.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0355
 OQ0355_MARKER: DR = REFERENCE MARK DISK
 OQ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0355_STAMPING: SABERS 1924
 OQ0355_MARK LOGO: CGS
 OQ0355_PROJECTION: FLUSH
 OQ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0355+STABILITY: SURFACE MOTION
 OQ0355
 OQ0355  HISTORY     - Date     Condition        Report By
 OQ0355  HISTORY     - 1924     MONUMENTED       CGS
 OQ0355  HISTORY     - 1935     GOOD             CGS
 OQ0355  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0355
 OQ0355                          STATION DESCRIPTION
 OQ0355
 OQ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0355'2.8 MI W FROM SALEM.
 OQ0355'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0355'AND OMAHA RAILWAY FROM SALEM, MC COOK COUNTY, ABOUT 900 FEET
 OQ0355'WEST OF A WHISTLE POST, ABOUT 443 FEET EAST OF A SECTION-LINE
 OQ0355'ROAD CROSSING, ABOUT 97 FEET SOUTH OF THE CENTER LINE OF THE
 OQ0355'TRACK, AND JUST INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD
 OQ0355'REFERENCE-MARK DISK, STAMPED SABERS 1924 AND SET IN THE TOP OF A
 OQ0355'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THE CHICAGO,
 OQ0355'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE
 OQ0355'RAILROAD.
 OQ0355
 OQ0355                          STATION RECOVERY (1935)
 OQ0355
 OQ0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0355'RECOVERED IN GOOD CONDITION.
 OQ0355
 OQ0355                          STATION RECOVERY (2012)
 OQ0355
 OQ0355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0474 ***********************************************************************
 QT0474  DESIGNATION -  SABO
 QT0474  PID         -  QT0474
 QT0474  STATE/COUNTY-  SD/HARDING
 QT0474  COUNTRY     -  US
 QT0474  USGS QUAD   -  REVA (2017)
 QT0474
 QT0474                         *CURRENT SURVEY CONTROL
 QT0474  ______________________________________________________________________
 QT0474* NAD 83(1996) POSITION- 45 32 37.86981(N) 103 04 32.02562(W)   ADJUSTED
 QT0474* NAVD 88 ORTHO HEIGHT -   962.348 (meters)     3157.30  (feet) ADJUSTED
 QT0474  ______________________________________________________________________
 QT0474  GEOID HEIGHT    -        -16.703 (meters)                     GEOID18
 QT0474  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 QT0474  DYNAMIC HEIGHT  -        962.185 (meters)     3156.77  (feet) COMP
 QT0474  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 QT0474
 QT0474  HORZ ORDER      -  SECOND
 QT0474  VERT ORDER      -  FIRST     CLASS II
 QT0474
 QT0474.The horizontal coordinates were established by classical geodetic methods
 QT0474.and adjusted by the National Geodetic Survey in January 1998.
 QT0474
 QT0474.The orthometric height was determined by differential leveling and
 QT0474.adjusted by the NATIONAL GEODETIC SURVEY
 QT0474.in April 2000.
 QT0474
 QT0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0474.GEOID18 height accuracy estimate available here.
 QT0474
 QT0474.Click photographs - Photos may exist for this station.
 QT0474
 QT0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0474
 QT0474.The dynamic height is computed by dividing the NAVD 88
 QT0474.geopotential number by the normal gravity value computed on the
 QT0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0474.degrees latitude (g = 980.6199 gals.).
 QT0474
 QT0474.The modeled gravity was interpolated from observed gravity values.
 QT0474
 QT0474. The following values were computed from the NAD 83(1996) position.
 QT0474
 QT0474;                    North         East     Units Scale Factor Converg.
 QT0474;SPC SD N     -   194,643.727   359,870.171   MT  0.99997606   -2 10 36.1
 QT0474;SPC SD N     -   638,593.63  1,180,674.05   sFT  0.99997606   -2 10 36.1
 QT0474;UTM  13      - 5,045,169.650   650,232.878   MT  0.99987749   +1 22 26.0
 QT0474
 QT0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0474!SPC SD N     -   0.99985177  x   0.99997606  =   0.99982783
 QT0474!UTM  13      -   0.99985177  x   0.99987749  =   0.99972928
 QT0474
 QT0474:                Primary Azimuth Mark                     Grid Az
 QT0474:SPC SD N     -  SABO AZ MK RESET                         075 00 32.8
 QT0474:UTM  13      -  SABO AZ MK RESET                         071 27 30.7
 QT0474
 QT0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5023245169(NAD 83)
 QT0474
 QT0474|---------------------------------------------------------------------|
 QT0474| PID    Reference Object                     Distance      Geod. Az  |
 QT0474|                                                           dddmmss.s |
 QT0474| AI2547 SABO RM 1                             4.834 METERS 01534     |
 QT0474| CQ9373 SABO AZ MK                                         0694110.5 |
 QT0474| AI2555 SABO AZ MK RESET                                   0724956.7 |
 QT0474| QT0473 SLIM BUTTE LUTH CHURCH SPIRE        APPROX. 3.3 KM 0862341.5 |
 QT0474| AI2548 SABO RM 2                             9.754 METERS 29024     |
 QT0474|---------------------------------------------------------------------|
 QT0474
 QT0474                          SUPERSEDED SURVEY CONTROL
 QT0474
 QT0474  NAD 83(1993)-  45 32 37.86053(N)    103 04 32.02260(W) AD(       ) 2
 QT0474  NAD 83(1986)-  45 32 37.85986(N)    103 04 32.02305(W) AD(       ) 2
 QT0474  NAD 27      -  45 32 37.88800(N)    103 04 30.41100(W) AD(       ) 2
 QT0474
 QT0474.Superseded values are not recommended for survey control.
 QT0474
 QT0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0474.See file dsdata.pdf to determine how the superseded data were derived.
 QT0474
 QT0474_MARKER: DS = TRIANGULATION STATION DISK
 QT0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0474_STAMPING: SABO 1952
 QT0474_MARK LOGO: CGS
 QT0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0474+STABILITY: SURFACE MOTION
 QT0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0474+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0474
 QT0474  HISTORY     - Date     Condition        Report By
 QT0474  HISTORY     - 1952     MONUMENTED       CGS
 QT0474  HISTORY     - 1959     GOOD             CGS
 QT0474  HISTORY     - 19990527 GOOD             NGS
 QT0474
 QT0474                          STATION DESCRIPTION
 QT0474
 QT0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0474'THE STATION IS IN SECTION 12, T 18 N, R 8 E, ABOUT 0.3 MILE
 QT0474'EAST-SOUTHEAST OF REVA, ON THE SUMMIT OF A HIGH POINTED KNOLL,
 QT0474'0.1 MILE SOUTH OF STATE HIGHWAY 8, 0.1 MILE WEST OF A GRADED
 QT0474'DIRT ROAD AND ON LAND OWNED BY IRVING SABO.
 QT0474'
 QT0474'TO REACH THE STATION FROM THE REVA STORE AND POST OFFICE, GO
 QT0474'THROUGH A WIRE GATE AT THE SOUTHEAST END OF THE STORE AND GO
 QT0474'EAST-SOUTHEAST FOR 0.3 MILE TO THE SUMMIT OF THE HILL AND
 QT0474'STATION.
 QT0474'
 QT0474'TO REACH THE AZIMUTH MARK FROM THE STORE, GO EAST ON STATE HIGHWAY
 QT0474'8 FOR 0.7 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 QT0474'
 QT0474'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SABO
 QT0474'1952.
 QT0474'
 QT0474'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED SABO
 QT0474'NO 1 1952.
 QT0474'
 QT0474'REFERENCE MARK 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED SABO
 QT0474'NO 2 1952.
 QT0474'
 QT0474'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QT0474'3 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT SOUTH
 QT0474'OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QT0474'STAMPED SABO 1952.
 QT0474'
 QT0474'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0474
 QT0474                          STATION RECOVERY (1959)
 QT0474
 QT0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QT0474'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QT0474'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK OUT
 QT0474'OF THE WAY OF HIGHWAY CONSTRUCTION.  THE AZIMUTH MARK WAS MOVED
 QT0474'SOUTH-SOUTHEAST ACROSS THE HIGHWAY FROM ITS ORIGINAL LOCATION.
 QT0474'
 QT0474'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST OF REVA, ON THE SOUTH
 QT0474'SIDE OF STATE HIGHWAY 8, ABOUT 108 FEET SOUTH OF THE CENTERLINE
 QT0474'OF THE HIGHWAY, 2-1/2 FEET WEST OF A POWER LINE POLE AND 2 FEET
 QT0474'EAST OF A WHITE WITNESS POST.  IT IS A STANDARD AZIMUTH MARK
 QT0474'DISK, STAMPED SABO 1952 RESET 1959 AND PROJECTS 3 INCHES.
 QT0474'
 QT0474'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM REVA IS
 QT0474'ADEQUATE.
 QT0474
 QT0474                          STATION RECOVERY (1999)
 QT0474
 QT0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0474'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QT0474'IN REVA, 569.5 M (1868.4 FT) WEST OF MILEPOST 53, 184.6 M (605.6 FT)
 QT0474'SOUTH OF THE HIGHWAY CENTERLINE, 154.2 M (505.9 FT) SOUTH OF A WITNESS
 QT0474'POST AND FENCE, 122.5 M (401.9 FT) WEST OF THE CENTER OF A DRIVEWAY,
 QT0474'20.0 M (65.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 9.8 M (32.2 FT) EAST
 QT0474'OF REFERENCE MARK 2, 4.9 M (16.1 FT) SOUTH OF REFERENCE MARK 1, AND
 QT0474'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QT0474'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GENE TENOLD, BOX 87, REVA,
 QT0474'SD 57651.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2555 ***********************************************************************
 AI2555  DESIGNATION -  SABO AZ MK RESET
 AI2555  PID         -  AI2555
 AI2555  STATE/COUNTY-  SD/HARDING
 AI2555  COUNTRY     -  US
 AI2555  USGS QUAD   -  REVA (2017)
 AI2555
 AI2555                         *CURRENT SURVEY CONTROL
 AI2555  ______________________________________________________________________
 AI2555* NAD 83(1986) POSITION- 45 32 44.     (N) 103 04 09.     (W)   SCALED
 AI2555* NAVD 88 ORTHO HEIGHT -   930.973 (meters)     3054.37  (feet) ADJUSTED
 AI2555  ______________________________________________________________________
 AI2555  GEOID HEIGHT    -        -16.718 (meters)                     GEOID18
 AI2555  DYNAMIC HEIGHT  -        930.814 (meters)     3053.85  (feet) COMP
 AI2555  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 AI2555
 AI2555  VERT ORDER      -  FIRST     CLASS II
 AI2555
 AI2555.The horizontal coordinates were scaled from a map and have
 AI2555.an estimated accuracy of +/- 6 seconds.
 AI2555
 AI2555.The orthometric height was determined by differential leveling and
 AI2555.adjusted by the NATIONAL GEODETIC SURVEY
 AI2555.in April 2000.
 AI2555
 AI2555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2555.GEOID18 height accuracy estimate available here.
 AI2555
 AI2555.Click photographs - Photos may exist for this station.
 AI2555
 AI2555.The dynamic height is computed by dividing the NAVD 88
 AI2555.geopotential number by the normal gravity value computed on the
 AI2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2555.degrees latitude (g = 980.6199 gals.).
 AI2555
 AI2555.The modeled gravity was interpolated from observed gravity values.
 AI2555
 AI2555;                    North         East    Units  Estimated Accuracy
 AI2555;SPC SD N     -   194,810.      360,380.      MT  (+/- 180 meters Scaled)
 AI2555
 AI2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL507453(NAD 83)
 AI2555
 AI2555                          SUPERSEDED SURVEY CONTROL
 AI2555
 AI2555.No superseded survey control is available for this station.
 AI2555
 AI2555_MARKER: DZ = AZIMUTH MARK DISK
 AI2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2555_STAMPING: SABO 1952 RESET 1959
 AI2555_MARK LOGO: CGS
 AI2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2555+STABILITY: SURFACE MOTION
 AI2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2555+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2555
 AI2555  HISTORY     - Date     Condition        Report By
 AI2555  HISTORY     - 1959     MONUMENTED       CGS
 AI2555  HISTORY     - 19990527 GOOD             NGS
 AI2555
 AI2555                          STATION DESCRIPTION
 AI2555
 AI2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2555'1.1 KM (0.70 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2555'IN REVA, 90.3 M (296.3 FT) WEST OF MILEPOST 53, 32.3 M (106.0 FT)
 AI2555'SOUTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE
 AI2555'HIGHWAY, 1.6 M (5.2 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0
 AI2555'FT) WEST OF A UTILITY POLE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI2555'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GENE TENOLD, BOX
 AI2555'87, REVA, SD 57651.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2547 ***********************************************************************
 AI2547  DESIGNATION -  SABO RM 1
 AI2547  PID         -  AI2547
 AI2547  STATE/COUNTY-  SD/HARDING
 AI2547  COUNTRY     -  US
 AI2547  USGS QUAD   -  REVA (2017)
 AI2547
 AI2547                         *CURRENT SURVEY CONTROL
 AI2547  ______________________________________________________________________
 AI2547* NAD 83(1986) POSITION- 45 32 38.02   (N) 103 04 31.97   (W)   HD_HELD1
 AI2547* NAVD 88 ORTHO HEIGHT -   961.411 (meters)     3154.23  (feet) ADJUSTED
 AI2547  ______________________________________________________________________
 AI2547  GEOID HEIGHT    -        -16.703 (meters)                     GEOID18
 AI2547  DYNAMIC HEIGHT  -        961.247 (meters)     3153.69  (feet) COMP
 AI2547  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 AI2547
 AI2547  VERT ORDER      -  FIRST     CLASS II
 AI2547
 AI2547.The horizontal coordinates were determined by differentially corrected
 AI2547.hand held GPS observations or other comparable positioning techniques
 AI2547.and have an estimated accuracy of +/- 3 meters.
 AI2547
 AI2547.The orthometric height was determined by differential leveling and
 AI2547.adjusted by the NATIONAL GEODETIC SURVEY
 AI2547.in April 2000.
 AI2547
 AI2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2547.GEOID18 height accuracy estimate available here.
 AI2547
 AI2547.Click photographs - Photos may exist for this station.
 AI2547
 AI2547.The dynamic height is computed by dividing the NAVD 88
 AI2547.geopotential number by the normal gravity value computed on the
 AI2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2547.degrees latitude (g = 980.6199 gals.).
 AI2547
 AI2547.The modeled gravity was interpolated from observed gravity values.
 AI2547
 AI2547;                    North         East    Units  Estimated Accuracy
 AI2547;SPC SD N     -   194,648.3     359,871.6     MT  (+/- 3 meters HH1 GPS) 
 AI2547
 AI2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5023345174(NAD 83)
 AI2547
 AI2547                          SUPERSEDED SURVEY CONTROL
 AI2547
 AI2547.No superseded survey control is available for this station.
 AI2547
 AI2547_MARKER: DR = REFERENCE MARK DISK
 AI2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2547_STAMPING: SABO NO 1 1952
 AI2547_MARK LOGO: CGS
 AI2547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2547+STABILITY: SURFACE MOTION
 AI2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2547+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2547
 AI2547  HISTORY     - Date     Condition        Report By
 AI2547  HISTORY     - 1952     MONUMENTED       CGS
 AI2547  HISTORY     - 19990527 GOOD             NGS
 AI2547
 AI2547                          STATION DESCRIPTION
 AI2547
 AI2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2547'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2547'IN REVA, 569.5 M (1868.4 FT) WEST OF MILEPOST 53, 179.7 M (589.6 FT)
 AI2547'SOUTH OF THE HIGHWAY CENTERLINE, 149.3 M (489.8 FT) SOUTH OF A WITNESS
 AI2547'POST AND FENCE, 122.5 M (401.9 FT) WEST OF THE CENTER OF A DRIVEWAY,
 AI2547'20.0 M (65.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 10.5 M (34.4 FT)
 AI2547'NORTHEAST OF REFERENCE MARK 2, 4.9 M (16.1 FT) NORTH OF THE STATION
 AI2547'MARK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AI2547'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GENE TENOLD, BOX
 AI2547'87 REVA, SD 57651.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2548 ***********************************************************************
 AI2548  DESIGNATION -  SABO RM 2
 AI2548  PID         -  AI2548
 AI2548  STATE/COUNTY-  SD/HARDING
 AI2548  COUNTRY     -  US
 AI2548  USGS QUAD   -  REVA (2017)
 AI2548
 AI2548                         *CURRENT SURVEY CONTROL
 AI2548  ______________________________________________________________________
 AI2548* NAD 83(1986) POSITION- 45 32 37.98   (N) 103 04 32.45   (W)   HD_HELD1
 AI2548* NAVD 88 ORTHO HEIGHT -   962.074 (meters)     3156.40  (feet) ADJUSTED
 AI2548  ______________________________________________________________________
 AI2548  GEOID HEIGHT    -        -16.703 (meters)                     GEOID18
 AI2548  DYNAMIC HEIGHT  -        961.910 (meters)     3155.87  (feet) COMP
 AI2548  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 AI2548
 AI2548  VERT ORDER      -  FIRST     CLASS II
 AI2548
 AI2548.The horizontal coordinates were determined by differentially corrected
 AI2548.hand held GPS observations or other comparable positioning techniques
 AI2548.and have an estimated accuracy of +/- 3 meters.
 AI2548
 AI2548.The orthometric height was determined by differential leveling and
 AI2548.adjusted by the NATIONAL GEODETIC SURVEY
 AI2548.in April 2000.
 AI2548
 AI2548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2548.GEOID18 height accuracy estimate available here.
 AI2548
 AI2548.Click photographs - Photos may exist for this station.
 AI2548
 AI2548.The dynamic height is computed by dividing the NAVD 88
 AI2548.geopotential number by the normal gravity value computed on the
 AI2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2548.degrees latitude (g = 980.6199 gals.).
 AI2548
 AI2548.The modeled gravity was interpolated from observed gravity values.
 AI2548
 AI2548;                    North         East    Units  Estimated Accuracy
 AI2548;SPC SD N     -   194,647.5     359,861.1     MT  (+/- 3 meters HH1 GPS) 
 AI2548
 AI2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5022345172(NAD 83)
 AI2548
 AI2548                          SUPERSEDED SURVEY CONTROL
 AI2548
 AI2548.No superseded survey control is available for this station.
 AI2548
 AI2548_MARKER: DR = REFERENCE MARK DISK
 AI2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2548_STAMPING: SABO NO 2 1952
 AI2548_MARK LOGO: CGS
 AI2548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2548+STABILITY: SURFACE MOTION
 AI2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2548+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2548
 AI2548  HISTORY     - Date     Condition        Report By
 AI2548  HISTORY     - 1952     MONUMENTED       CGS
 AI2548  HISTORY     - 19990527 GOOD             NGS
 AI2548
 AI2548                          STATION DESCRIPTION
 AI2548
 AI2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2548'0.6 KM (0.35 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2548'IN REVA, 569.5 M (1868.4 FT) WEST OF MILEPOST 53, 182.5 M (598.8 FT)
 AI2548'SOUTH OF THE HIGHWAY CENTERLINE, 152.1 M (499.0 FT) SOUTH OF A FENCE,
 AI2548'132.3 M (434.1 FT) WEST OF THE CENTER OF A DRIVEWAY, 20.0 M (65.6 FT)
 AI2548'ABOVE THE LEVEL OF THE HIGHWAY, 10.5 M (34.4 FT) SOUTHWEST OF
 AI2548'REFERENCE MARK 1, 9.8 M (32.2 FT) WEST OF THE STATION MARK, AND THE
 AI2548'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 AI2548'MONUMENT IS ON PROPERTY OWNED BY GENE TENOLD, BOX 87, REVA, SD 57651.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0514 ***********************************************************************
 QT0514  DESIGNATION -  SADDLE
 QT0514  PID         -  QT0514
 QT0514  STATE/COUNTY-  SD/HARDING
 QT0514  COUNTRY     -  US
 QT0514  USGS QUAD   -  ROUNDUP BUTTE (2017)
 QT0514
 QT0514                         *CURRENT SURVEY CONTROL
 QT0514  ______________________________________________________________________
 QT0514* NAD 83(1996) POSITION- 45 16 56.92758(N) 103 22 45.62883(W)   ADJUSTED
 QT0514* NAVD 88 ORTHO HEIGHT -   957.    (meters)     3140.    (feet) SCALED
 QT0514  ______________________________________________________________________
 QT0514  GEOID HEIGHT    -        -16.402 (meters)                     GEOID18
 QT0514  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 QT0514  HORZ ORDER      -  THIRD
 QT0514
 QT0514.The horizontal coordinates were established by classical geodetic methods
 QT0514.and adjusted by the National Geodetic Survey in January 1998.
 QT0514
 QT0514.The orthometric height was scaled from a topographic map.
 QT0514
 QT0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0514.GEOID18 height accuracy estimate available here.
 QT0514
 QT0514.Click photographs - Photos may exist for this station.
 QT0514
 QT0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0514
 QT0514. The following values were computed from the NAD 83(1996) position.
 QT0514
 QT0514;                    North         East     Units Scale Factor Converg.
 QT0514;SPC SD N     -   166,566.791   334,953.104   MT  0.99994724   -2 23 30.1
 QT0514;SPC SD N     -   546,477.88  1,098,925.31   sFT  0.99994724   -2 23 30.1
 QT0514;UTM  13      - 5,015,608.639   627,103.358   MT  0.99979864   +1 09 06.4
 QT0514
 QT0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0514!SPC SD N     -   0.99985248  x   0.99994724  =   0.99979972
 QT0514!UTM  13      -   0.99985248  x   0.99979864  =   0.99965115
 QT0514
 QT0514:                Primary Azimuth Mark                     Grid Az
 QT0514:SPC SD N     -  SADDLE AZ MK                             176 10 02.2
 QT0514:UTM  13      -  SADDLE AZ MK                             172 37 25.7
 QT0514
 QT0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2710315608(NAD 83)
 QT0514
 QT0514|---------------------------------------------------------------------|
 QT0514| PID    Reference Object                     Distance      Geod. Az  |
 QT0514|                                                           dddmmss.s |
 QT0514| CQ9380 SADDLE RM 1                           8.809 METERS 14744     |
 QT0514| CQ9379 SADDLE AZ MK                                       1734632.1 |
 QT0514| CQ9381 SADDLE RM 2                          10.144 METERS 30754     |
 QT0514|---------------------------------------------------------------------|
 QT0514
 QT0514                          SUPERSEDED SURVEY CONTROL
 QT0514
 QT0514  NAD 83(1993)-  45 16 56.92085(N)    103 22 45.62793(W) AD(       ) 3
 QT0514  NAD 83(1986)-  45 16 56.91693(N)    103 22 45.62374(W) AD(       ) 3
 QT0514  NAD 27      -  45 16 56.94900(N)    103 22 43.97500(W) AD(       ) 3
 QT0514
 QT0514.Superseded values are not recommended for survey control.
 QT0514
 QT0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0514.See file dsdata.pdf to determine how the superseded data were derived.
 QT0514
 QT0514_MARKER: DS = TRIANGULATION STATION DISK
 QT0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QT0514_STAMPING: SADDLE 1952
 QT0514_MARK LOGO: CGS
 QT0514_MAGNETIC: P = MARKER IS A STEEL PIPE
 QT0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0514
 QT0514  HISTORY     - Date     Condition        Report By
 QT0514  HISTORY     - 1952     MONUMENTED       CGS
 QT0514  HISTORY     - 1973     GOOD             USGS
 QT0514
 QT0514                          STATION DESCRIPTION
 QT0514
 QT0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0514'THE STATION IS ABOUT 21 MILES SOUTHEAST OF BUFFALO, 8 MILES
 QT0514'EAST OF REDIG, IN SECTION 10, T 15 N, R 6 E, ON THE HIGHEST
 QT0514'POINT OF A BUTTE KNOWN LOCALLY AS SADDLE BUTTE, AND 8 FEET
 QT0514'SOUTH OF A 4 X 4 INCH WITNESS POST.
 QT0514'
 QT0514'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 QT0514'OF REDIG, GO EAST ON GRAVELED ROAD FOR 8.55 MILES TO TOP OF
 QT0514'GRADE AND AZIMUTH MARK ON LEFT, TURN LEFT THROUGH WIRE GATE
 QT0514'AND GO NORTH FOR 0.8 MILE ACROSS COUNTRY TO TOP OF BUTTE AND
 QT0514'STATION.
 QT0514'
 QT0514'THE STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A
 QT0514'2-INCH IRON PIPE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 QT0514'IS STAMPED SADDLE 1952.
 QT0514'
 QT0514'REFERENCE MARK 1 IS AT THE SOUTHEAST EDGE OF THE BUTTE.  THE
 QT0514'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED SADDLE NO 1 1952.
 QT0514'
 QT0514'REFERENCE MARK 2 IS 10 FEET SOUTH OF THE NORTH EDGE OF THE
 QT0514'BUTTE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0514'SADDLE NO 2 1952.
 QT0514'
 QT0514'THE AZIMUTH MARK IS 80 FEET NORTH OF THE CENTER OF A GRAVELED
 QT0514'ROAD, 12 FEET WEST OF THE CENTER OF A TRACK ROAD, AND 2 FEET
 QT0514'NORTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 QT0514'AND THE DISK IS STAMPED SADDLE 1952.
 QT0514
 QT0514                          STATION RECOVERY (1973)
 QT0514
 QT0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 QT0514'TO REACH THE STATION FROM REDIG, GO EAST ON A GRAVELED RD.
 QT0514'FOR 8.15 MI TO TOP OF GRADE AND AZIMUTH MARK ON THE LEFT,
 QT0514'TURN LEFT THROUGH WIRE GATE AND GO NORTH FOR 0.85 MI ACROSS
 QT0514'COUNTRY TO TOP OF BUTTE AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0824 ***********************************************************************
 QS0824  DESIGNATION -  SADDLE BUTTE
 QS0824  PID         -  QS0824
 QS0824  STATE/COUNTY-  SD/CORSON
 QS0824  COUNTRY     -  US
 QS0824  USGS QUAD   -  LITTLE EAGLE SW (2017)
 QS0824
 QS0824                         *CURRENT SURVEY CONTROL
 QS0824  ______________________________________________________________________
 QS0824* NAD 83(1996) POSITION- 45 32 04.51325(N) 100 55 37.16495(W)   ADJUSTED
 QS0824* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 QS0824  ______________________________________________________________________
 QS0824  GEOID HEIGHT    -        -21.244 (meters)                     GEOID18
 QS0824  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 QS0824  HORZ ORDER      -  SECOND
 QS0824
 QS0824.The horizontal coordinates were established by classical geodetic methods
 QS0824.and adjusted by the National Geodetic Survey in January 1998.
 QS0824
 QS0824.The orthometric height was scaled from a topographic map.
 QS0824
 QS0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0824.GEOID18 height accuracy estimate available here.
 QS0824
 QS0824.Click photographs - Photos may exist for this station.
 QS0824
 QS0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0824
 QS0824. The following values were computed from the NAD 83(1996) position.
 QS0824
 QS0824;                    North         East     Units Scale Factor Converg.
 QS0824;SPC SD N     -   189,466.605   527,596.024   MT  0.99997468   -0 39 21.8
 QS0824;SPC SD N     -   621,608.35  1,730,954.62   sFT  0.99997468   -0 39 21.8
 QS0824;UTM  14      - 5,044,145.042   349,543.107   MT  0.99987832   -1 22 31.8
 QS0824
 QS0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0824!SPC SD N     -   0.99989338  x   0.99997468  =   0.99986806
 QS0824!UTM  14      -   0.99989338  x   0.99987832  =   0.99977171
 QS0824
 QS0824:                Primary Azimuth Mark                     Grid Az
 QS0824:SPC SD N     -  SADDLE BUTTE AZ MK                       242 37 32.9
 QS0824:UTM  14      -  SADDLE BUTTE AZ MK                       243 20 42.9
 QS0824
 QS0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4954344145(NAD 83)
 QS0824
 QS0824|---------------------------------------------------------------------|
 QS0824| PID    Reference Object                     Distance      Geod. Az  |
 QS0824|                                                           dddmmss.s |
 QS0824| CO6052 SADDLE BUTTE RM 1                    10.592 METERS 04659     |
 QS0824| QS0798 GLENCROSS BAGLEY ELEV S GABLE       APPROX. 9.5 KM 1772256.6 |
 QS0824| QS0799 GLENCROSS SAC HEART CH SPIRE        APPROX. 9.9 KM 1772517.4 |
 QS0824| CO6053 SADDLE BUTTE RM 2                     7.410 METERS 21432     |
 QS0824| QS0800 CAIRN 7 MI NE OF TIMBER LAKE        APPROX. 7.7 KM 2171900.5 |
 QS0824| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX.16.4 KM 2251535.8 |
 QS0824| CO6051 SADDLE BUTTE AZ MK                                 2415811.1 |
 QS0824|---------------------------------------------------------------------|
 QS0824
 QS0824                          SUPERSEDED SURVEY CONTROL
 QS0824
 QS0824  NAD 83(1986)-  45 32 04.50479(N)    100 55 37.16187(W) AD(       ) 2
 QS0824  NAD 27      -  45 32 04.52600(N)    100 55 35.64600(W) AD(       ) 2
 QS0824
 QS0824.Superseded values are not recommended for survey control.
 QS0824
 QS0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0824.See file dsdata.pdf to determine how the superseded data were derived.
 QS0824
 QS0824_MARKER: DS = TRIANGULATION STATION DISK
 QS0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0824_STAMPING: SADDLE BUTTE 1952
 QS0824_MARK LOGO: CGS
 QS0824_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0824
 QS0824  HISTORY     - Date     Condition        Report By
 QS0824  HISTORY     - 1952     MONUMENTED       CGS
 QS0824  HISTORY     - 19850724 GOOD             NGS
 QS0824
 QS0824                          STATION DESCRIPTION
 QS0824
 QS0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0824'THE STATION IS IN SECTION 9, T 18 N, R 26 E, ABOUT 10 MILES
 QS0824'NORTHEAST OF TIMBER LAKE, 5-1/2 MILES NORTH OF GLENCROSS, ON
 QS0824'THE SUMMIT OF THE NORTH PORTION OF SADDLE BUTTE AND ON LAND
 QS0824'OWNED BY MR. R.W. MAJOROWIEZ.
 QS0824'
 QS0824'TO REACH THE STATION FROM THE RAILROAD STATION IN TIMBER LAKE,
 QS0824'GO NORTH FOR 0.1 MILE TO STATE HIGHWAY 8, FOLLOW THE HIGHWAY
 QS0824'NORTH AND EAST FOR 9.75 MILES TO A CROSS ROAD, TURN LEFT (NORTH)
 QS0824'AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 4.25 MILES TO THE
 QS0824'MAJAROWIEZS FARM HOUSE ON THE RIGHT, TURN RIGHT (EAST) IN
 QS0824'THE DRIVEWAY (AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW)
 QS0824'AND PASS THROUGH A GATE JUST WEST OF A WINDMILL AND GO EAST ON
 QS0824'A TRACK ROAD FOR 0.4 MILE TO THE END OF A FENCE, TURN LEFT
 QS0824'(NORTH) AND FOLLOW A FENCE LINE FOR 0.15 MILE, TURN RIGHT
 QS0824'(EAST) AND GO ACROSS PASTURE LAND FOR 0.15 MILE TO THE END
 QS0824'OF TRUCK TRAVEL ON THE TOP OF SADDLE.  PACK NORTHERLY
 QS0824'FOR ABOUT 200 YARDS TO THE HIGHEST POINT AND STATION.
 QS0824'NOTE--A FOUR-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE TOP ON
 QS0824'THE WEST SIDE.
 QS0824'
 QS0824'THE STATION MARK IS A STANDARD DISK WELDING TO THE TOP OF A
 QS0824'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 6 INCHES AND THE
 QS0824'DISK IS STAMPED SADDLE BUTTE 1952.
 QS0824'
 QS0824'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0824'SADDLE BUTTE NO 1 1952.
 QS0824'
 QS0824'REFERENCE MARK 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QS0824'SADDLE BUTTE NO 2 1952.
 QS0824'
 QS0824'THE AZIMUTH MARK IS 0.05 MILE SOUTH OF THE MAJAROWIEZS FARM
 QS0824'HOME, 57 FEET EAST OF THE CENTER OF THE DIRT ROAD, 41 FEET
 QS0824'SOUTH OF THE CENTER OF THE DRIVEWAY, 3 FEET EAST OF A 4 IN X 4 IN
 QS0824'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 QS0824'PROJECTS 4 INCHES AND THE DISK IS STAMPED SADDLE BUTTE 1952.
 QS0824'
 QS0824'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0824
 QS0824                          STATION RECOVERY (1985)
 QS0824
 QS0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 QS0824'THE STATION AND ALL PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION.
 QS0824'THE AZIMUTH MARK IS NOW BLOCKED BY TREES AND AZ MK 2 WAS ESTABLISHED
 QS0824'AT THIS TIME.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AGREED
 QS0824'WITH THE 1952 DATA.  NEW DESCRIPTIVE TEXT FOLLOWS.  TO REACH THE
 QS0824'STATION FROM THE JUNCTION OF MAIN STREET AND HIGHWAY 20, ON THE NORTH
 QS0824'EDGE OF TIMBER LAKE, GO NORTH AND EAST ON HIGHWAY 20 FOR 15.7 KM (9.75
 QS0824'MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD
 QS0824'FOR 6.4 KM (3.95 MI) TO AZ MK 2 ON THE RIGHT. CONTINUE NORTH FOR 0.5
 QS0824'KM (0.30 MI) TO A DRIVE AND MEYERS FARMSTEAD ON THE RIGHT.  PASS
 QS0824'THROUGH FARM YARD AND GO EAST ALONG TRACK ROAD FOR 0.65 KM (0.40 MI).
 QS0824'TURN RIGHT AND GO UPHILL, ACROSS PASTURE, FOR 0.25 KM (0.15 MI) TO TOP
 QS0824'OF A SADDLE AND END OF TRUCK TRAVEL, PACK NORTH, UP NORTH PORTION OF
 QS0824'BUTTE, TO HIGH POINT NEAR NORTH END AND STATION.  THE STATION IS A
 QS0824'STANDARD CGS DISK STAMPED SADDLE BUTTE 1952, WELDED TO THE TOP OF 5 CM
 QS0824'(2 INCH) IRON PIPE WHICH PROJECTS 15 CM (6 INCHES) ABOVE GROUND
 QS0824'SURFACE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED SADDLE
 QS0824'BUTTE NO 1 1952,SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 QS0824'INCHES (25 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE
 QS0824'GROUND.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED SADDLE
 QS0824'BUTTE NO 2 1952, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 QS0824'INCHES (25 CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE
 QS0824'GROUND.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED SADDLE BUTTE
 QS0824'1952 NO 2 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 QS0824'INCHES (25 CM) IN DIAMETER PROJECTING 1 INCH (2 CM) ABOVE THE GROUND,
 QS0824'(58.1 FT) E FROM THE CENTER OF A GRAVELED ROAD (58.1 FT) E FROM THE
 QS0824'CENTER OF A GRAVELED ROAD. 7.8 METERS (25.6 FT) N FROM PROJECTION OF
 QS0824'FENCE LEADING WEST, 0.2 METERS (0.7 FT) S FROM A WITNESS POST IN
 QS0824'EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0728 ***********************************************************************
 OT0728  DESIGNATION -  SAGE
 OT0728  PID         -  OT0728
 OT0728  STATE/COUNTY-  SD/PENNINGTON
 OT0728  COUNTRY     -  US
 OT0728  USGS QUAD   -  WALL SW (2017)
 OT0728
 OT0728                         *CURRENT SURVEY CONTROL
 OT0728  ______________________________________________________________________
 OT0728* NAD 83(1996) POSITION- 43 52 07.13298(N) 102 13 47.66769(W)   ADJUSTED
 OT0728* NAVD 88 ORTHO HEIGHT -   996.2   (meters)     3268.    (feet) VERTCON3
 OT0728  ______________________________________________________________________
 OT0728  GEOID HEIGHT    -        -19.057 (meters)                     GEOID18
 OT0728  LAPLACE CORR    -         -8.90  (seconds)                    DEFLEC18
 OT0728  HORZ ORDER      -  FIRST
 OT0728
 OT0728.The horizontal coordinates were established by classical geodetic methods
 OT0728.and adjusted by the National Geodetic Survey in January 1998.
 OT0728
 OT0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0728
 OT0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0728.GEOID18 height accuracy estimate available here.
 OT0728
 OT0728.Click photographs - Photos may exist for this station.
 OT0728
 OT0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0728
 OT0728. The following values were computed from the NAD 83(1996) position.
 OT0728
 OT0728;                    North         East     Units Scale Factor Converg.
 OT0728;SPC SD S     -   172,301.818   447,573.792   MT  0.99991639   -1 18 30.1
 OT0728;SPC SD S     -   565,293.55  1,468,415.02   sFT  0.99991639   -1 18 30.1
 OT0728;UTM  13      - 4,861,014.343   722,582.619   MT  1.00020940   +1 55 13.7
 OT0728
 OT0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0728!SPC SD S     -   0.99984680  x   0.99991639  =   0.99976321
 OT0728!UTM  13      -   0.99984680  x   1.00020940  =   1.00005617
 OT0728
 OT0728:                Primary Azimuth Mark                     Grid Az
 OT0728:SPC SD S     -  SAGE AZ MK                               320 53 57.2
 OT0728:UTM  13      -  SAGE AZ MK                               317 40 13.4
 OT0728
 OT0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2258261014(NAD 83)
 OT0728
 OT0728|---------------------------------------------------------------------|
 OT0728| PID    Reference Object                     Distance      Geod. Az  |
 OT0728|                                                           dddmmss.s |
 OT0728| OT0731 QUINN MUNICIPAL TANK                APPROX.15.6 KM 0314053.8 |
 OT0728| CQ4842 SAGE RM 1                            27.583 METERS 17547     |
 OT0728| OT0729 PINNACLE                            319.105 METERS 30433     |
 OT0728| CQ4841 SAGE AZ MK                                         3193527.1 |
 OT0728| CQ4843 SAGE RM 2                            34.802 METERS 32445     |
 OT0728| OT0730 WALL MUNICIPAL TANK                 APPROX.13.9 KM 3555517.1 |
 OT0728|---------------------------------------------------------------------|
 OT0728
 OT0728                          SUPERSEDED SURVEY CONTROL
 OT0728
 OT0728  NAD 83(1995)-  43 52 07.12532(N)    102 13 47.66947(W) AD(       ) 1
 OT0728  NAD 83(1986)-  43 52 07.12532(N)    102 13 47.67043(W) AD(       ) 1
 OT0728  NAD 27      -  43 52 07.15700(N)    102 13 46.09400(W) AD(       ) 1
 OT0728  NGVD 29 (07/19/86)  995.7    (m)         3267.     (f) VERT ANG       
 OT0728
 OT0728.Superseded values are not recommended for survey control.
 OT0728
 OT0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0728.See file dsdata.pdf to determine how the superseded data were derived.
 OT0728
 OT0728_MARKER: DS = TRIANGULATION STATION DISK
 OT0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0728_STAMPING: SAGE 1934
 OT0728_MARK LOGO: CGS
 OT0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0728+STABILITY: SURFACE MOTION
 OT0728
 OT0728  HISTORY     - Date     Condition        Report By
 OT0728  HISTORY     - 1934     MONUMENTED       CGS
 OT0728  HISTORY     - 1961     GOOD             CGS
 OT0728  HISTORY     - 1973     GOOD             NPS
 OT0728
 OT0728                          STATION DESCRIPTION
 OT0728
 OT0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0728'THE STATION IS LOCATED ABOUT 9 MILES S OF WALL AND IS ON A
 OT0728'RIDGE AT THE N EDGE OF THE BAD LANDS.  THIS RIDGE IS GRASS-COVERED
 OT0728'AND IS THE HIGHEST GROUND IN THIS VICINITY.  THE STATION IS
 OT0728'IN SEC. 17, T 2 S, R 16 E.  THE STATION MARK PROJECTS 3 INCHES
 OT0728'AND IS 150 YARDS E OF A GRAVELED ROAD THAT GOES SE IN A
 OT0728'WINDING COURSE THROUGH THE BAD LANDS.
 OT0728'
 OT0728'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OT0728'BRONZE DISKS SET IN CONCRETE.
 OT0728'
 OT0728'REFERENCE MARKS ARE FLUSH WITH THE GROUND.  NO. 1 IS S, AND
 OT0728'NO. 2 IS NW OF STATION.
 OT0728'
 OT0728'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS WNW OF THE STATION.
 OT0728'IT IS STATION, PINNACLE - 1924, AND IS ON A ROUNDED KNOB
 OT0728'50 YARDS E OF THE GRAVELED ROAD MENTIONED ABOVE.  IT IS ON
 OT0728'GROUND WHICH IS SLIGHTLY LOWER THAN THAT ON WHICH THIS STATION
 OT0728'IS LOCATED.  THE MARK WAS RECOVERED IN GOOD CONDITION.
 OT0728'
 OT0728'TO REACH THE STATION FROM WALL, A SMALL TOWN ON U.S. HIGHWAYS
 OT0728'14 AND 16 AND THE CHICAGO AND NORTHWESTERN RAILROAD, GO S
 OT0728'FROM INTERSECTION OF GRAVEL ROAD AND U.S. HIGHWAYS 14 AND 16,
 OT0728'AT SE EDGE OF WALL.  (THERE IS A SIGN, PINNACLES 8 MILES S,
 OT0728'AT THIS POINT).  FOLLOW GRAVEL ROAD S 9.2 MILES TO TOP OF
 OT0728'GRADE AND WAYSIDE INN, AND OLD RAILROAD CAR, AND A CABIN CAMP
 OT0728'ON THE RIGHT SIDE OF THE ROAD.  (THE AZIMUTH MARK, PINNACLE -
 OT0728'1924, IS ON HUMP BETWEEN CABINS AND ROAD).  THE STATION IS ON THE
 OT0728'GRASS - COVERED RIDGE ABOUT 1/4 MILE ESE OF THIS POINT.  TO
 OT0728'REACH IT FROM THE CAMP FOLLOW THE ROAD ABOUT 200 YARDS S
 OT0728'AND THEN PACK E 150 YARDS TO TOP OF RIDGE AND STATION.  A
 OT0728'5-MINUTE PACK FROM THE CABIN CAMP.
 OT0728'
 OT0728'A 4-FOOT STAND WILL CLEAR ALL LINES.
 OT0728
 OT0728                          STATION RECOVERY (1961)
 OT0728
 OT0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OT0728'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 OT0728'GOOD CONDITION, STATION PINNACLE 1924 WHICH WAS USED FOR AN
 OT0728'AZIMUTH MARK HAS BEEN DESTROYED.  A NEW AZIMUTH MARK WAS SET
 OT0728'IN 1940 WHICH WAS USED AT THIS TIME AND NO INFORMATION WAS
 OT0728'AVAILABLE ON THIS MARK.  A SLIGHT DIFFERENCE WAS NOTED IN THE
 OT0728'DISTANCE TO REFERENCE MARK 1 AND WAS DOUBLE CHECKED IN THE
 OT0728'FIELD BY THIS UNIT.
 OT0728'
 OT0728'DUE TO CHANGES IN THE HIGHWAYS A COMPLETE NEW DESCRIPTION
 OT0728'FOLLOWS.
 OT0728'
 OT0728'LOCATED ABOUT 9 MILES SOUTH OF WALL AND ABOUT 200 YARDS EAST
 OT0728'OF STATE HIGHWAY 16A.  IT IS ON THE HIGHEST HILL IN THE VICINITY
 OT0728'AT THE NORTH EDGE OF THE BADLANDS.  IT IS IN SECTION 17, T 2 S, R
 OT0728'16 E.
 OT0728'
 OT0728'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAYS 14 AND 16 AND
 OT0728'STATE HIGHWAY 16A AT THE SOUTHEAST EDGE OF WALL, GO SOUTH ON
 OT0728'STATE HIGHWAY 16A FOR 6.6 MILES TO A CATTLE GUARD AND THE
 OT0728'ENTRANCE TO THE BADLANDS NATIONAL MONUMENT AND PARK, CONTINUE
 OT0728'SOUTH ON HIGHWAY FOR 1.4 MILES TO THE END OF TRUCK TRAVEL
 OT0728'JUST AFTER PASSING A ROAD SIDE PARK ON THE RIGHT, HERE PACK
 OT0728'EAST TO THE HIGHEST POINT AND STATION.  IT IS ABOUT A 5 MINUTE
 OT0728'PACK.
 OT0728'
 OT0728'STATION MARK, A STANDARD DISK STAMPED SAGE 1934, IS SET IN
 OT0728'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OT0728'12 INCHES.  IT IS 5 FEET WEST OF THE EDGE OF A SHARP CLIFF.
 OT0728'
 OT0728'REFERENCE MARK 1, A STANDARD DISK STAMPED SAGE NO 1 1934, IS
 OT0728'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 OT0728'FLUSH WITH THE SURFACE.
 OT0728'
 OT0728'REFERENCE MARK 2, A STANDARD DISK STAMPED SAGE NO 2 1934,
 OT0728'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OT0728'IS FLUSH WITH THE SURFACE.
 OT0728'
 OT0728'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 OT0728'NORTH ON THE HIGHWAY FOR 0.15 MILE TO A DIM TRACK ROAD ON THE
 OT0728'RIGHT, TURN RIGHT AND GO EAST FOR ABOUT 100 YARDS, THENCE
 OT0728'LEFT LEAVING TRACK ROAD AND GO NORTHEAST FOR ABOUT 120 YARDS
 OT0728'TO THE HIGHEST POINT OF RIDGE AND AND THE AZIMUTH MARK.  IT IS A
 OT0728'STANDARD DISK STAMPED SAGE SET 1940, IS SET IN THE TOP OF A
 OT0728'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OT0728'IT IS 134 FEET NORTH OF THE CENTER OF THE DIM TRACK ROAD.
 OT0728
 OT0728                          STATION RECOVERY (1973)
 OT0728
 OT0728'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GG)
 OT0728'SAGE 1934-EXCELLENT
 OT0728'
 OT0728'SAGE 1 1934-EXCELLENT.  REF. MARK
 OT0728'
 OT0728'SAGE 2 1934-EXCELLENT.  REF. MARK
 OT0728'
 OT0728'ALSO RECOVERED AZ. MARK FOR THIS STATION, STAMPED SAGE SET
 OT0728'1940 IN EXCELLENT CONDITION, AND SET A METAL WITNESS POST 1 FT
 OT0728'SO. OF AZ. MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0458 ***********************************************************************
 QT0458  DESIGNATION -  SAGE
 QT0458  PID         -  QT0458
 QT0458  STATE/COUNTY-  SD/HARDING
 QT0458  COUNTRY     -  US
 QT0458  USGS QUAD   -  WHITE HILL (2017)
 QT0458
 QT0458                         *CURRENT SURVEY CONTROL
 QT0458  ______________________________________________________________________
 QT0458* NAD 83(1996) POSITION- 45 32 21.08149(N) 102 59 27.53010(W)   ADJUSTED
 QT0458* NAVD 88 ORTHO HEIGHT -   929.868 (meters)     3050.74  (feet) ADJUSTED
 QT0458  ______________________________________________________________________
 QT0458  GEOID HEIGHT    -        -16.920 (meters)                     GEOID18
 QT0458  LAPLACE CORR    -         -6.57  (seconds)                    DEFLEC18
 QT0458  DYNAMIC HEIGHT  -        929.717 (meters)     3050.25  (feet) COMP
 QT0458  MODELED GRAVITY -    980,420.5   (mgal)                       NAVD 88
 QT0458
 QT0458  HORZ ORDER      -  THIRD
 QT0458  VERT ORDER      -  FIRST     CLASS II
 QT0458
 QT0458.The horizontal coordinates were established by classical geodetic methods
 QT0458.and adjusted by the National Geodetic Survey in January 1998.
 QT0458
 QT0458.The orthometric height was determined by differential leveling and
 QT0458.adjusted by the NATIONAL GEODETIC SURVEY
 QT0458.in April 2000.
 QT0458
 QT0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0458.GEOID18 height accuracy estimate available here.
 QT0458
 QT0458.Click photographs - Photos may exist for this station.
 QT0458
 QT0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0458
 QT0458.The dynamic height is computed by dividing the NAVD 88
 QT0458.geopotential number by the normal gravity value computed on the
 QT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0458.degrees latitude (g = 980.6199 gals.).
 QT0458
 QT0458.The modeled gravity was interpolated from observed gravity values.
 QT0458
 QT0458. The following values were computed from the NAD 83(1996) position.
 QT0458
 QT0458;                    North         East     Units Scale Factor Converg.
 QT0458;SPC SD N     -   193,878.352   366,451.871   MT  0.99997537   -2 07 00.6
 QT0458;SPC SD N     -   636,082.56  1,202,267.51   sFT  0.99997537   -2 07 00.6
 QT0458;UTM  13      - 5,044,813.404   656,848.777   MT  0.99990247   +1 26 03.1
 QT0458
 QT0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0458!SPC SD N     -   0.99985689  x   0.99997537  =   0.99983226
 QT0458!UTM  13      -   0.99985689  x   0.99990247  =   0.99975938
 QT0458
 QT0458:                Primary Azimuth Mark                     Grid Az
 QT0458:SPC SD N     -  SAGE AZ MK                               132 42 09.7
 QT0458:UTM  13      -  SAGE AZ MK                               129 09 06.0
 QT0458
 QT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5684844813(NAD 83)
 QT0458
 QT0458|---------------------------------------------------------------------|
 QT0458| PID    Reference Object                     Distance      Geod. Az  |
 QT0458|                                                           dddmmss.s |
 QT0458| AI2549 SAGE RM 1                            19.916 METERS 02512     |
 QT0458| CQ9385 SAGE AZ MK                                         1303509.1 |
 QT0458| QT0473 SLIM BUTTE LUTH CHURCH SPIRE        APPROX. 3.4 KM 2821113.6 |
 QT0458| AI2557 SAGE RM 2                            12.500 METERS 29527     |
 QT0458|---------------------------------------------------------------------|
 QT0458
 QT0458                          SUPERSEDED SURVEY CONTROL
 QT0458
 QT0458  NAD 83(1993)-  45 32 21.07218(N)    102 59 27.52732(W) AD(       ) 3
 QT0458  NAD 83(1986)-  45 32 21.07150(N)    102 59 27.52744(W) AD(       ) 3
 QT0458  NAD 27      -  45 32 21.10000(N)    102 59 25.91700(W) AD(       ) 3
 QT0458
 QT0458.Superseded values are not recommended for survey control.
 QT0458
 QT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0458.See file dsdata.pdf to determine how the superseded data were derived.
 QT0458
 QT0458_MARKER: DS = TRIANGULATION STATION DISK
 QT0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0458_STAMPING: SAGE 1952
 QT0458_MARK LOGO: CGS
 QT0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0458+STABILITY: SURFACE MOTION
 QT0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0458+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0458
 QT0458  HISTORY     - Date     Condition        Report By
 QT0458  HISTORY     - 1952     MONUMENTED       CGS
 QT0458  HISTORY     - 1959     GOOD             CGS
 QT0458  HISTORY     - 19990527 GOOD             NGS
 QT0458
 QT0458                          STATION DESCRIPTION
 QT0458
 QT0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0458'THE STATION IS IN SECTION 11, T 18 N, R 9 E, ON THE RIGHT-OF-WAY
 QT0458'OF STATE HIGHWAY 8, ABOUT 9 MILES WEST AND 2-3/4 MILES NORTH
 QT0458'OF STROOL, 4-1/2 MILES EAST OF REVA, 2 MILES WEST OF THE
 QT0458'HARDING-PERKINS COUNTY LINE, 36 FEET SOUTH OF THE CENTER OF THE
 QT0458'HIGHWAY AND 4 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 QT0458'
 QT0458'TO REACH THE STATION FROM THE POST OFFICE IN REVA, GO EAST
 QT0458'ON STATE HIGHWAY 8 FOR 2.55 MILES TO A CHURCH ON THE LEFT,
 QT0458'CONTINUE EAST FOR 2.3 MILES TO THE TOP OF THE RIDGE AND THE
 QT0458'STATION ON THE RIGHT, CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 QT0458'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QT0458'
 QT0458'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SAGE
 QT0458'1952.
 QT0458'
 QT0458'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTER OF THE HIGHWAY
 QT0458'AND 2 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 QT0458'THE DISK IS STAMPED SAGE NO 1 1952.
 QT0458'
 QT0458'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 QT0458'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SAGE NO 2
 QT0458'1952.
 QT0458'
 QT0458'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF THE
 QT0458'HIGHWAY, 5 FEET NORTH OF A 4 X 4 INCH WITNESS POST AND 2 FEET
 QT0458'EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QT0458'IS STAMPED SAGE 1952.
 QT0458'
 QT0458'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0458
 QT0458                          STATION RECOVERY (1959)
 QT0458
 QT0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QT0458'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QT0458'CONDITION.
 QT0458'
 QT0458'STATE HIGHWAY 8 IS BEING IMPROVED AND SOME CURVES HAVE BEEN
 QT0458'ELIMINATED IN THE VICINITY OF THE STATION.  IT APPEARS THAT THE
 QT0458'NEW HIGHWAY WILL PASS ABOUT 0.1 MILE NORTH OF THE STATION.
 QT0458'AT A POINT ABOUT 0.15 MILE EAST OF THE STATION, THE HIGHWAY
 QT0458'WILL CONTINUE IN A SOUTHEASTERLY DIRECTION AND WILL NOT PASS
 QT0458'BY THE AZIMUTH MARK.
 QT0458'
 QT0458'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM REVA WILL
 QT0458'BE ADEQUATE FOR RECOVERY.
 QT0458
 QT0458                          STATION RECOVERY (1999)
 QT0458
 QT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0458'7.3 KM (4.55 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QT0458'IN REVA, 186.1 M (610.6 FT) WEST OF MILEPOST 57, 50.5 M (165.7 FT)
 QT0458'SOUTHWEST OF THE HIGHWAY CENTERLINE, 46.0 M (150.9 FT) EAST OF A
 QT0458'UTILITY POLE, 20.0 M (65.6 FT) SOUTHWEST OF REFERENCE MARK 1, 2.0 M
 QT0458'(6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A
 QT0458'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QT0458'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY STAN
 QT0458'WILKENSON, HC 2, BOX 37, PRAIRIE CITY, SD 57649.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2549 ***********************************************************************
 AI2549  DESIGNATION -  SAGE RM 1
 AI2549  PID         -  AI2549
 AI2549  STATE/COUNTY-  SD/HARDING
 AI2549  COUNTRY     -  US
 AI2549  USGS QUAD   -  WHITE HILL (2017)
 AI2549
 AI2549                         *CURRENT SURVEY CONTROL
 AI2549  ______________________________________________________________________
 AI2549* NAD 83(1986) POSITION- 45 32 21.67   (N) 102 59 27.14   (W)   HD_HELD1
 AI2549* NAVD 88 ORTHO HEIGHT -   929.614 (meters)     3049.91  (feet) ADJUSTED
 AI2549  ______________________________________________________________________
 AI2549  GEOID HEIGHT    -        -16.920 (meters)                     GEOID18
 AI2549  DYNAMIC HEIGHT  -        929.463 (meters)     3049.41  (feet) COMP
 AI2549  MODELED GRAVITY -    980,420.5   (mgal)                       NAVD 88
 AI2549
 AI2549  VERT ORDER      -  FIRST     CLASS II
 AI2549
 AI2549.The horizontal coordinates were determined by differentially corrected
 AI2549.hand held GPS observations or other comparable positioning techniques
 AI2549.and have an estimated accuracy of +/- 3 meters.
 AI2549
 AI2549.The orthometric height was determined by differential leveling and
 AI2549.adjusted by the NATIONAL GEODETIC SURVEY
 AI2549.in April 2000.
 AI2549
 AI2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2549.GEOID18 height accuracy estimate available here.
 AI2549
 AI2549.Click photographs - Photos may exist for this station.
 AI2549
 AI2549.The dynamic height is computed by dividing the NAVD 88
 AI2549.geopotential number by the normal gravity value computed on the
 AI2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2549.degrees latitude (g = 980.6199 gals.).
 AI2549
 AI2549.The modeled gravity was interpolated from observed gravity values.
 AI2549
 AI2549;                    North         East    Units  Estimated Accuracy
 AI2549;SPC SD N     -   193,896.2     366,461.0     MT  (+/- 3 meters HH1 GPS) 
 AI2549
 AI2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5685644831(NAD 83)
 AI2549
 AI2549                          SUPERSEDED SURVEY CONTROL
 AI2549
 AI2549.No superseded survey control is available for this station.
 AI2549
 AI2549_MARKER: DR = REFERENCE MARK DISK
 AI2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2549_STAMPING: SAGE NO 1 1952
 AI2549_MARK LOGO: CGS
 AI2549_PROJECTION: FLUSH
 AI2549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2549+STABILITY: SURFACE MOTION
 AI2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2549+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2549
 AI2549  HISTORY     - Date     Condition        Report By
 AI2549  HISTORY     - 1952     MONUMENTED       CGS
 AI2549  HISTORY     - 19990527 GOOD             NGS
 AI2549
 AI2549                          STATION DESCRIPTION
 AI2549
 AI2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2549'7.3 KM (4.55 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AI2549'IN REVA, 186.1 M (610.6 FT) WEST OF MILEPOST 57, 30.5 M (100.1 FT)
 AI2549'SOUTHWEST OF THE HIGHWAY CENTERLINE, 20.0 M (65.6 FT) NORTHEAST OF THE
 AI2549'STATION MARK, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 AI2549'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AI2549'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY STAN
 AI2549'WILKENSON, HC 2, BOX 37, PRAIRIE CITY, SD 57649.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0592 ***********************************************************************
 QR0592  DESIGNATION -  SAINT JOHNS EVAN LUTH CH
 QR0592  PID         -  QR0592
 QR0592  STATE/COUNTY-  SD/BROWN
 QR0592  COUNTRY     -  US
 QR0592  USGS QUAD   -  RUDOLPH (2017)
 QR0592
 QR0592                         *CURRENT SURVEY CONTROL
 QR0592  ______________________________________________________________________
 QR0592* NAD 83(1996) POSITION- 45 21 33.81025(N) 098 37 06.97713(W)   ADJUSTED
 QR0592  ______________________________________________________________________
 QR0592  GEOID HEIGHT    -        -24.190 (meters)                     GEOID18
 QR0592  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 QR0592  HORZ ORDER      -  THIRD
 QR0592
 QR0592.The horizontal coordinates were established by classical geodetic methods
 QR0592.and adjusted by the National Geodetic Survey in January 1998.
 QR0592
 QR0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0592.GEOID18 height accuracy estimate available here.
 QR0592
 QR0592.Click photographs - Photos may exist for this station.
 QR0592
 QR0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0592
 QR0592. The following values were computed from the NAD 83(1996) position.
 QR0592
 QR0592;                    North         East     Units Scale Factor Converg.
 QR0592;SPC SD N     -   170,504.863   708,225.306   MT  0.99995356   +0 58 39.6
 QR0592;SPC SD N     -   559,398.04  2,323,569.19   sFT  0.99995356   +0 58 39.6
 QR0592;UTM  14      - 5,022,946.269   529,871.264   MT  0.99961097   +0 16 17.0
 QR0592
 QR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2987122946(NAD 83)
 QR0592
 QR0592                          SUPERSEDED SURVEY CONTROL
 QR0592
 QR0592  NAD 83(1986)-  45 21 33.82460(N)    098 37 06.96775(W) AD(       ) 3
 QR0592  NAD 27      -  45 21 33.91100(N)    098 37 05.62100(W) AD(       ) 3
 QR0592
 QR0592.Superseded values are not recommended for survey control.
 QR0592
 QR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0592.See file dsdata.pdf to determine how the superseded data were derived.
 QR0592
 QR0592_MARKER: 90 = CHURCH SPIRE
 QR0592
 QR0592  HISTORY     - Date     Condition        Report By
 QR0592  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0592
 QR0592                          STATION DESCRIPTION
 QR0592
 QR0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0592'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE SAINT JOHNS
 QR0592'EVANGELICAL LUTHERAN CHURCH, LOCATED 7 MILES W AND 3 MILES
 QR0592'N OF WARNER.  CHURCH IS A WHITE FRAME BUILDING WITH SPIRE AND
 QR0592'BLACK CROSS.  ROOF IS RED SLATE SHINGLE.  CHURCH WAS BUILT IN
 QR0592'1931.
 QR0592'
 QR0592'STATION WAS OBSERVED FROM RICHARD, DEEN, CORT, ABERDEEN NORTH
 QR0592'BASE, AND CLEAR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2364 ***********************************************************************
 PU2364  DESIGNATION -  SAINT ONGE PEAK
 PU2364  PID         -  PU2364
 PU2364  STATE/COUNTY-  SD/LAWRENCE
 PU2364  COUNTRY     -  US
 PU2364  USGS QUAD   -  SAINT ONGE (2017)
 PU2364
 PU2364                         *CURRENT SURVEY CONTROL
 PU2364  ______________________________________________________________________
 PU2364* NAD 83(1996) POSITION- 44 34 25.32037(N) 103 41 44.44276(W)   ADJUSTED
 PU2364* NAVD 88 ORTHO HEIGHT -  1125.    (meters)     3691.    (feet) SCALED
 PU2364  ______________________________________________________________________
 PU2364  GEOID HEIGHT    -        -15.324 (meters)                     GEOID18
 PU2364  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC18
 PU2364  HORZ ORDER      -  SECOND
 PU2364
 PU2364.The horizontal coordinates were established by classical geodetic methods
 PU2364.and adjusted by the National Geodetic Survey in January 1998.
 PU2364
 PU2364.The orthometric height was scaled from a topographic map.
 PU2364
 PU2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2364.GEOID18 height accuracy estimate available here.
 PU2364
 PU2364.Click photographs - Photos may exist for this station.
 PU2364
 PU2364.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2364
 PU2364. The following values were computed from the NAD 83(1996) position.
 PU2364
 PU2364;                    North         East     Units Scale Factor Converg.
 PU2364;SPC SD N     -    88,970.118   306,564.490   MT  0.99997362   -2 36 56.1
 PU2364;SPC SD N     -   291,896.13  1,005,787.00   sFT  0.99997362   -2 36 56.1
 PU2364;UTM  13      - 4,936,423.015   603,560.060   MT  0.99973189   +0 54 55.8
 PU2364
 PU2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2364!SPC SD N     -   0.99982612  x   0.99997362  =   0.99979974
 PU2364!UTM  13      -   0.99982612  x   0.99973189  =   0.99955805
 PU2364
 PU2364:                Primary Azimuth Mark                     Grid Az
 PU2364:SPC SD N     -  SAINT ONGE PEAK AZ MK                    289 26 28.5
 PU2364:UTM  13      -  SAINT ONGE PEAK AZ MK                    285 54 36.6
 PU2364
 PU2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0356036423(NAD 83)
 PU2364
 PU2364|---------------------------------------------------------------------|
 PU2364| PID    Reference Object                     Distance      Geod. Az  |
 PU2364|                                                           dddmmss.s |
 PU2364| PU2358 NISLAND MUNICIPAL TANK              APPROX.16.1 KM 0452004.1 |
 PU2364| PU2272 NEWELL MUNICIPAL TANK               APPROX.26.5 KM 0531836.6 |
 PU2364| CQ4851 SAINT ONGE PEAK RM 1                 10.622 METERS 10823     |
 PU2364| CQ4850 SAINT ONGE PEAK AZ MK                              2864932.4 |
 PU2364| CQ4852 SAINT ONGE PEAK RM 2                  6.852 METERS 28834     |
 PU2364|---------------------------------------------------------------------|
 PU2364
 PU2364                          SUPERSEDED SURVEY CONTROL
 PU2364
 PU2364  NAD 83(1993)-  44 34 25.31423(N)    103 41 44.44414(W) AD(       ) 2
 PU2364  NAD 83(1986)-  44 34 25.30970(N)    103 41 44.43788(W) AD(       ) 2
 PU2364  NAD 27      -  44 34 25.36580(N)    103 41 42.73100(W) AD(       ) 2
 PU2364
 PU2364.Superseded values are not recommended for survey control.
 PU2364
 PU2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2364.See file dsdata.pdf to determine how the superseded data were derived.
 PU2364
 PU2364_MARKER: DS = TRIANGULATION STATION DISK
 PU2364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2364_STAMPING: SAINT ONGE PEAK 1950
 PU2364_MARK LOGO: CGS
 PU2364_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2364
 PU2364  HISTORY     - Date     Condition        Report By
 PU2364  HISTORY     - 1950     MONUMENTED       CGS
 PU2364  HISTORY     - 1962     GOOD             CGS
 PU2364  HISTORY     - 19840919 GOOD             NGS
 PU2364
 PU2364                          STATION DESCRIPTION
 PU2364
 PU2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2364'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF SAINT ONGE,
 PU2364'ON THE SUMMIT OF SAINT ONGE PEAK, ON PROPERTY OWNED BY MR.
 PU2364'GEORGE TETRAULT.  THE SUMMIT IS A NORTHWEST - SOUTHEAST RIDGE.
 PU2364'THE NORTHEAST SLOPE IS COVERED WITH SCRUB OAK TREES AND THE
 PU2364'SOUTHERLY SLOPE IS GRAY CLAY WITH SCATTERED SHALE ROCK.  THE
 PU2364'STATION MARK IS 35 FEET SOUTHEAST OF THE STEEP NORTHWEST EDGE
 PU2364'OF THE RIDGE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2364'SAINT ONGE PEAK 1950.
 PU2364'
 PU2364'REFERENCE MARK NO. 1 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 PU2364'6 INCHES, AND THE DISK IS STAMPED SAINT ONGE PEAK NO 1 1950.
 PU2364'
 PU2364'REFERENCE MARK NO. 2 IS 13 FEET SOUTHEAST OF THE NORTHWEST
 PU2364'EDGE OF THE RIDGE.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS
 PU2364'STAMPED SAINT ONGE PEAK NO 2 1950.
 PU2364'
 PU2364'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF A FARM LANE,
 PU2364'7 FEET EAST OF A FENCE CORNER, 5 FEET WEST OF A WITNESS POST,
 PU2364'AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 PU2364'AND THE DISK IS STAMPED SAINT ONGE PEAK 1950.
 PU2364'
 PU2364'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS
 PU2364'FASTENED TO THE TOPS OF 3-INCH IRON PIPES.  REFERENCE MARK
 PU2364'NO 2 IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 PU2364'BEDROCK.  THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF
 PU2364'A CONCRETE CYLINDER.
 PU2364'
 PU2364'A TRUCK CAN BE DRIVEN TO THE STATION IN DRY WEATHER BY
 PU2364'APPROACHING THE RIDGE FROM THE SOUTH.  15 MINUTE PACK IN WET
 PU2364'WEATHER.
 PU2364
 PU2364                          STATION RECOVERY (1962)
 PU2364
 PU2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2364'ALL MARKS WERE RECOVERED IN GOOD CONDITION, ALL DISTANCE
 PU2364'MEASUREMENTS CHECKED.  A DIFFERENCE WAS NOTED IN THE DIRECTION
 PU2364'TO THE REFERENCE MARKS.  BECAUSE THE DESCRIPTION TO REACH THE
 PU2364'STATION WAS OMITTED A COMPLETE NEW DESCRIPTION FOLLOWS--
 PU2364'
 PU2364'STATION IS LOCATED ON THE SUMMIT OF SAINT ONGE PEAK WHICH IS
 PU2364'THE HIGHEST POINT IN THE VICINITY, ABOUT 2.0 MILES NORTHEAST
 PU2364'OF THE TOWN OF SAINT ONGE, AND ON PROPERTY OWNED BY MR. GEORGE
 PU2364'TETRAULT.  IT IS IN THE NORTHEAST QUARTER OF SECTION 13, T 7 N,
 PU2364'R 3 E.
 PU2364'
 PU2364'TO REACH THE STATION FROM THE POST OFFICE IN SAINT ONGE, GO
 PU2364'EAST ON THE MAIN STREET FOR 0.55 MILE TO A CROSSROAD, TURN
 PU2364'LEFT AND GO NORTH ON A GRADED ROAD FOR 1.15 MILE TO AN ABANDONED
 PU2364'FARM HOUSE ON THE LEFT, CONTINUE NORTHERLY ON A GRADED DIRT
 PU2364'ROAD FOR 0.35 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT
 PU2364'AND GO EAST ON A DIM TRACK ROAD ALONG THE SOUTH SIDE OF A WIRE
 PU2364'FENCE (PASSING A SMALL POND ON THE RIGHT) FOR 0.2 MILE TO A
 PU2364'FENCE CORNER.** FROM HERE GO NORTHEAST ON A DIM TRACK TRAIL
 PU2364'FOLLOWING THE CREST OF A RIDGE TO THE WEST SIDE OF THE
 PU2364'STATION HILL TO A POINT ABOUT 200 FEET BELOW THE SUMMIT,
 PU2364'THENCE PICK A WAY THROUGH THE TREES TO THE SOUTH SIDE
 PU2364'OF THE HILL.  TURN LEFT AND GO NORTH UP A STEEP CLAY BANK
 PU2364'TO THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.  TOTAL
 PU2364'DISTANCE FROM THE FENCE CORNER TO THE SUMMIT IS 0.85 MILE.
 PU2364'
 PU2364'**TO REACH THE AZIMUTH MARK FROM THE FENCE CORNER, GO NORTH
 PU2364'ALONG THE EAST SIDE OF A FENCE LINE FOR 0.25 MILE TO A FENCE
 PU2364'CORNER, CONTINUE NORTH ACROSS COUNTRY FOR 0.2 MILE TO AN
 PU2364'EAST-WEST FENCE LINE, TURN RIGHT AND GO EAST ALONG THE SOUTH
 PU2364'SIDE OF A FENCE LINE FOR 0.3 MILE TO THE AZIMUTH MARK AS
 PU2364'DESCRIBED.
 PU2364'
 PU2364'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A
 PU2364'3-INCH SOIL PIPE, ABOUT 35 FEET SOUTHEAST OF THE STEEP
 PU2364'NORTHWEST EDGE OF THE RIDGE.  IT IS STAMPED--SAINT ONGE PEAK
 PU2364'1950 AND PROJECTS 4 INCHES.
 PU2364'
 PU2364'REFERENCE MARK 1 IS ON THE CREST OF THE RIDGE.  IT IS A
 PU2364'STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE.  IT IS
 PU2364'STAMPED--SAINT ONGE PEAK NO 1 1950 AND PROJECTS 3 INCHES.
 PU2364'
 PU2364'REFERENCE MARK 2 IS 13 FEET SOUTHEAST OF THE NORTHWEST
 PU2364'EDGE OF THE RIDGE.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 PU2364'HOLE IN OUTCROPPING BEDROCK, AND IS STAMPED--SAINT ONGE PEAK
 PU2364'NO 2 1950.
 PU2364'
 PU2364'AZIMUTH MARK IS 1.0 FOOT NORTH OF A FENCE LINE AND 1.0 FOOT
 PU2364'NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 PU2364'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER.  IT IS
 PU2364'STAMPED--SAINT ONGE PEAK 1950 AND PROJECTS 2 INCHES.
 PU2364'NOTE--AZIMUTH MARK IS 0.35 MILE EAST OF A GRADED DIRT ROAD AND
 PU2364'THE FARM ROAD MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER
 PU2364'EXISTS.
 PU2364
 PU2364                          STATION RECOVERY (1984)
 PU2364
 PU2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PU2364'THE STATION AND PERIPHERAL MARKS WERE RECOVERED AS PREVIOUSLY
 PU2364'DESCRIBED.  DISTANCES TO THE REFERENCE MARKS AGREED WITH 1962 DATA,
 PU2364'AND THE 1962 DESCRIPTIVE TEXT IS ADEQUATE.  NO DIRECTIONS WERE
 PU2364'OBSERVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0705 ***********************************************************************
 QS0705  DESIGNATION -  SAKAKAWEA MONUMENT
 QS0705  PID         -  QS0705
 QS0705  STATE/COUNTY-  SD/CORSON
 QS0705  COUNTRY     -  US
 QS0705  USGS QUAD   -  MOBRIDGE (2017)
 QS0705
 QS0705                         *CURRENT SURVEY CONTROL
 QS0705  ______________________________________________________________________
 QS0705* NAD 83(1996) POSITION- 45 30 57.09134(N) 100 29 17.12307(W)   ADJUSTED
 QS0705  ______________________________________________________________________
 QS0705  GEOID HEIGHT    -        -21.758 (meters)                     GEOID18
 QS0705  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 QS0705  HORZ ORDER      -  THIRD
 QS0705
 QS0705.The horizontal coordinates were established by classical geodetic methods
 QS0705.and adjusted by the National Geodetic Survey in January 1998.
 QS0705
 QS0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0705.GEOID18 height accuracy estimate available here.
 QS0705
 QS0705.Click photographs - Photos may exist for this station.
 QS0705
 QS0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0705
 QS0705. The following values were computed from the NAD 83(1996) position.
 QS0705
 QS0705;                    North         East     Units Scale Factor Converg.
 QS0705;SPC SD N     -   187,085.585   561,863.861   MT  0.99997198   -0 20 43.6
 QS0705;SPC SD N     -   613,796.62  1,843,381.68   sFT  0.99997198   -0 20 43.6
 QS0705;UTM  14      - 5,041,335.303   383,773.167   MT  0.99976609   -1 03 42.4
 QS0705
 QS0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8377341335(NAD 83)
 QS0705
 QS0705                          SUPERSEDED SURVEY CONTROL
 QS0705
 QS0705  NAD 83(1986)-  45 30 57.08210(N)    100 29 17.12087(W) AD(       ) 3
 QS0705  NAD 27      -  45 30 57.10000(N)    100 29 15.62300(W) AD(       ) 3
 QS0705
 QS0705.Superseded values are not recommended for survey control.
 QS0705
 QS0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0705.See file dsdata.pdf to determine how the superseded data were derived.
 QS0705
 QS0705_MARKER: 70 = MONUMENT
 QS0705
 QS0705  HISTORY     - Date     Condition        Report By
 QS0705  HISTORY     - 1945     FIRST OBSERVED   CGS
 QS0705  HISTORY     - 1952     GOOD             CGS
 QS0705  HISTORY     - 1969     GOOD             USAF
 QS0705
 QS0705                          STATION DESCRIPTION
 QS0705
 QS0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 QS0705'STATION IS LOCATED ABOUT 3.0 MILES W OF THE CITY OF MOBRIDGE,
 QS0705'0.05 MILE NE OF THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QS0705'HIGHWAY 8, AND 79 FEET N OF THE APPROXIMATE CENTER LINE OF
 QS0705'U.S. HIGHWAY 12.  THE MONUMENT IS A CONCRETE STRUCTURE THAT
 QS0705'IS 3-1/2 FEET SQUARE AT THE BASE AND APPROXIMATELY 25 FEET
 QS0705'HIGH.  ON THE W SIDE OF THE MONUMENT IS A WOODEN PLAQUE WITH
 QS0705'THE FOLLOWING IN MEMORY OF SAKAKAWEA THE BIRD WOMAN GUIDE TO
 QS0705'LEWIS AND CLARK EXPEDITION.
 QS0705'
 QS0705'THE POINT INTERSECTED WAS THE EXTREME TOP POINT OF THE
 QS0705'MONUMENT.
 QS0705'
 QS0705'TO REACH THE STATION FROM THE W END OF THE MISSOURI RIVER
 QS0705'BRIDGE, GO W UP HILL ON U.S. HIGHWAY 12 FOR 1.0 MILE TO THE
 QS0705'MONUMENT ON THE RIGHT AS DESCRIBED.
 QS0705'
 QS0705'THIS IS AN INTERSECTION STATION.
 QS0705
 QS0705                          STATION RECOVERY (1952)
 QS0705
 QS0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0705'THE STATION WAS RECOVERED AS DESCRIBED IN 1945.
 QS0705
 QS0705                          STATION RECOVERY (1969)
 QS0705
 QS0705'RECOVERY NOTE BY US AIR FORCE 1969
 QS0705'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.
 QS0705'
 QS0705'DUE TO NUMEROUS HIGHWAY ALTERATIONS, A NEW ROUTE DESCRIPTION
 QS0705'IS NECESSARY AS FOLLOWS--TO REACH THE SAKAKAWEA MONUMENT FROM
 QS0705'THE U.S. POST OFFICE IN MOBRIDGE, SOUTH DAKOTA, GO NORTH ONE
 QS0705'BLOCK TO THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 QS0705'12/STATE HIGHWAY 20.  TURN LEFT (WEST) ON HIGHWAY 12/20 FOR
 QS0705'2.55 MILES TO THE MISSOURI RIVER BRIDGE.  CONTINUE WESTERLY
 QS0705'ACROSS THE BRIDGE FOR 2.8 MILES TO A PAVED ROAD LEFT (SOUTH),
 QS0705'LEADING TO THE BURIAL SITE OF SITTING BULL.  TAKE THE PAVED
 QS0705'ROAD FOR 3.8 MILES TO A FORK, AND THE MONUMENT IN THE
 QS0705'SOUTHEAST CORNER OF THE FORK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0873 ***********************************************************************
 OQ0873  DESIGNATION -  SALEM
 OQ0873  PID         -  OQ0873
 OQ0873  STATE/COUNTY-  SD/MCCOOK
 OQ0873  COUNTRY     -  US
 OQ0873  USGS QUAD   -  SALEM (2017)
 OQ0873
 OQ0873                         *CURRENT SURVEY CONTROL
 OQ0873  ______________________________________________________________________
 OQ0873* NAD 83(1996) POSITION- 43 42 35.69622(N) 097 26 27.53647(W)   ADJUSTED
 OQ0873* NAVD 88 ORTHO HEIGHT -   465.3   (meters)     1527.    (feet) VERTCON3
 OQ0873  ______________________________________________________________________
 OQ0873  GEOID HEIGHT    -        -25.955 (meters)                     GEOID18
 OQ0873  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 OQ0873  HORZ ORDER      -  FIRST
 OQ0873
 OQ0873.The horizontal coordinates were established by classical geodetic methods
 OQ0873.and adjusted by the National Geodetic Survey in January 1998.
 OQ0873
 OQ0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0873
 OQ0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0873.GEOID18 height accuracy estimate available here.
 OQ0873
 OQ0873.Click photographs - Photos may exist for this station.
 OQ0873
 OQ0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0873
 OQ0873. The following values were computed from the NAD 83(1996) position.
 OQ0873
 OQ0873;                    North         East     Units Scale Factor Converg.
 OQ0873;SPC SD S     -   156,984.714   833,043.221   MT  0.99990814   +1 59 43.1
 OQ0873;SPC SD S     -   515,040.68  2,733,075.97   sFT  0.99990814   +1 59 43.1
 OQ0873;UTM  14      - 4,840,835.572   625,600.956   MT  0.99979404   +1 04 38.8
 OQ0873
 OQ0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0873!SPC SD S     -   0.99993111  x   0.99990814  =   0.99983926
 OQ0873!UTM  14      -   0.99993111  x   0.99979404  =   0.99972517
 OQ0873
 OQ0873:                Primary Azimuth Mark                     Grid Az
 OQ0873:SPC SD S     -  SWEDISH LUTH CH PYRAMID SPIRE            026 47 09.3
 OQ0873:UTM  14      -  SWEDISH LUTH CH PYRAMID SPIRE            027 42 13.6
 OQ0873
 OQ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2560040835(NAD 83)
 OQ0873
 OQ0873|---------------------------------------------------------------------|
 OQ0873| PID    Reference Object                     Distance      Geod. Az  |
 OQ0873|                                                           dddmmss.s |
 OQ0873| OQ0881 SWEDISH LUTH CH PYRAMID SPIRE       APPROX.15.7 KM 0284652.4 |
 OQ0873| OQ0872 SALEM ST MARYS CHURCH SPIRE         APPROX. 4.5 KM 0653737.4 |
 OQ0873| OQ0870 SALEM SCHOOLHOUSE DOME              APPROX. 4.9 KM 0660825.6 |
 OQ0873| OQ0867 CANISTOTA ELEV CUP HI RED ONE       APPROX.17.3 KM 1351651.3 |
 OQ0873| OQ0865 CANISTOTA HIGHEST WHITE SPIRE       APPROX.17.1 KM 1355538.6 |
 OQ0873| OQ0866 CANISTOTA HI CH SPIRE NR ELEV       APPROX.17.3 KM 1361940.5 |
 OQ0873| OQ0869 BRIDGEWATER ELEVATOR                APPROX.18.6 KM 1945343.0 |
 OQ0873| OQ0929 BRIDGEWATER CHURCH 2 SPIRE          APPROX.18.3 KM 1952547.5 |
 OQ0873| OQ0928 BRIDGEWATER CHURCH 1 SPIRE          APPROX.18.3 KM 1961627.2 |
 OQ0873| OQ0930 CHURCH ON E END OF RIDGE SPIRE      APPROX.23.8 KM 2243342.8 |
 OQ0873| OQ0927 EMERY ELEVATOR                      APPROX.18.9 KM 2300857.9 |
 OQ0873| OQ0936 ALEXANDRIA SE PART TOWN ELEV        APPROX.28.3 KM 2565413.5 |
 OQ0873| OQ0938 ALEXANDRIA BAPTIST CH SPIRE         APPROX.28.1 KM 2574247.0 |
 OQ0873| OQ0937 ALEXANDRIA LARGE BLDG BELFRY        APPROX.28.4 KM 2575316.6 |
 OQ0873| CO4441 SALEM RM                            APPROX. 0.6 KM 2704022.2 |
 OQ0873| OQ0933 FARMER CATHOLIC CHURCH SPIRE        APPROX.20.0 KM 2750244.4 |
 OQ0873| OQ0923 EPIPHANY WATER WORKS TANK           APPROX.23.3 KM 3104547.7 |
 OQ0873| OQ0924 EPIPHANY CHURCH SPIRE               APPROX.23.5 KM 3110928.7 |
 OQ0873| OQ0921 CANOVA ELEVATOR LEAD COLORED        APPROX.19.7 KM 3445206.4 |
 OQ0873| OQ0884 CANOVA OPEN BELFRY                  APPROX.19.6 KM 3460248.3 |
 OQ0873| OQ0882 CHURCH 7 MI N BY W SALEM SPIRE      APPROX.12.2 KM 3491632.2 |
 OQ0873|---------------------------------------------------------------------|
 OQ0873
 OQ0873                          SUPERSEDED SURVEY CONTROL
 OQ0873
 OQ0873  NAD 83(1995)-  43 42 35.70328(N)    097 26 27.51454(W) AD(       ) 1
 OQ0873  NAD 83(1986)-  43 42 35.70479(N)    097 26 27.51275(W) AD(       ) 1
 OQ0873  NAD 27      -  43 42 35.78000(N)    097 26 26.28100(W) AD(       ) 1
 OQ0873  USSD        -  43 42 35.96600(N)    097 26 26.67700(W) AD(       ) 3
 OQ0873  NGVD 29 (07/19/86)  465.0    (m)         1526.     (f) VERT ANG       
 OQ0873
 OQ0873.Superseded values are not recommended for survey control.
 OQ0873
 OQ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0873.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0873
 OQ0873_MARKER: DS = TRIANGULATION STATION DISK
 OQ0873_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0873_STAMPING: SALEM 1903 1924
 OQ0873_MARK LOGO: CGS
 OQ0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0873
 OQ0873  HISTORY     - Date     Condition        Report By
 OQ0873  HISTORY     - 1903     MONUMENTED       CGS
 OQ0873  HISTORY     - 1927     SEE DESCRIPTION  CGS
 OQ0873  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0873  HISTORY     - 1962     SEE DESCRIPTION  USGS
 OQ0873
 OQ0873                          STATION DESCRIPTION
 OQ0873
 OQ0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0873'SITUATED IN THE NW 1/4 SEC. 21, T. 103 N., R. 55 W., ON LAND
 OQ0873'BELONGING TO JOHN LABERS, AND ABOUT 110 METERS WEST OF THE
 OQ0873'CENTER LINE OF THE SECTION.  IT IS ABOUT 2-1/2 MILES WEST AND
 OQ0873'1 MILE SOUTH OF THE TOWN OF SALEM.  THE REFERENCE MARK IS
 OQ0873'IN THE SOUTHWEST CORNER OF THE NW 1/4 SEC. 21, 0.26 METER
 OQ0873'EAST OF THE NORTH-AND-SOUTH FENCE ON THE EAST SIDE OF THE ROAD
 OQ0873'AND 0.18 METER NORTH OF THE EAST-AND-WEST FENCE THROUGH THE
 OQ0873'CENTER OF THE SECTION.  IT IS 624.805 METERS FROM THE STATION
 OQ0873'N 89 DEG 19 MIN W AND IS 4.27 METERS LOWER
 OQ0873'IN ELEVATION THAN THE STATION.  THE STAKE AT THE NORTHWEST
 OQ0873'CORNER OF THE SECTION (21) IS N 38 DEG 25 MIN W
 OQ0873'FROM THE STATION.  THE FOLLOWING BEARINGS AND DISTANCES
 OQ0873'ARE FROM THE TRIANGULATION STATION--HOUSE OF BARNEY
 OQ0873'HEINKE, CHIMNEY, N 36 DEG 42 MIN W, ABOUT 3/4 MILE.  HOUSE
 OQ0873'OF BARNEY ROHLING, CHIMNEY ON WEST END, N 62 DEG 35 MIN E
 OQ0873'900 METERS.  JOHN LABERS WINDMILL TOWER, S 06 DEG 22 MIN E,
 OQ0873'ABOUT 180 METERS.
 OQ0873
 OQ0873                          STATION RECOVERY (1927)
 OQ0873
 OQ0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OQ0873'THIS STATION WAS RE-MARKED BY H.P. ODESSEY IN 1924.  THE MARKS
 OQ0873'ARE IN GOOD CONDITION.  THE DESCRIPTION IS CORRECT.
 OQ0873'
 OQ0873'LETTER FROM JOHN SABERS, SALEM, S. DAKOTA, APRIL 17, 1930, STATES
 OQ0873'THAT FENCE HAS BEEN MOVED AND THE REFERENCE MARKS IS NOW FIVE
 OQ0873'OF SIX FEET OUTSIDE THE FENCE.  J.S. BILBY STATES THAT SALEM
 OQ0873'AND FARMER WERE RE-MARKED WITH STANDARD DISKS IN 1924.
 OQ0873
 OQ0873                          STATION RECOVERY (1935)
 OQ0873
 OQ0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0873'STATION RECOVERED MAY 10, 1935.  FOUND TO BE IN GOOD CONDITION.
 OQ0873'SURFACE MARK IS STANDARD DISK SET IN CONCRETE, INSIDE ORIGINAL
 OQ0873'TERRA-COTTA PIPE, BURIED ABOUT 4 INCHES BELOW SURFACE OF GROUND.
 OQ0873'DISK STAMPED SALEM 1903 1924.  IN SE 1/4 NW 1/4 SEC. 21, T. 103
 OQ0873'N., R. 55 W., ON LAND OWNED BY JOHN SEBERS OF SALEM AND OCCUPIED
 OQ0873'BY MR. FOERSTER WHO LIVES ABOUT 200 YARDS SOUTH OF THE
 OQ0873'STATION, ABOUT 2045 FEET EAST OF STEEL-FENCE CORNER POST AT
 OQ0873'THE SOUTHWEST CORNER OF NW 1/4 OF SECTION, 520 FEET WEST OF
 OQ0873'FENCE ABOUT ON THE NORTH-AND-SOUTH CENTER LINE OF SECTION,
 OQ0873'32 FEET NORTH OF A POINT IN LINE WITH FENCE ON THE
 OQ0873'EAST-AND-WEST CENTER LINE OF SECTION, AND ABOUT 32 FEET NORTH
 OQ0873'OF THE HIGHEST GROUND.
 OQ0873'
 OQ0873'REFERENCE MARK - A NAIL IN CENTER OF TERRA-COTTA PIPE FILLED
 OQ0873'WITH AND SET IN CONCRETE, FLUSH WITH SURFACE OF GROUND, 33 FEET
 OQ0873'EAST OF CENTER LINE OF SECTION-LINE ROAD, 1 FOOT NORTH OF FENCE
 OQ0873'ON CENTER LINE OF SECTION, AND IN LINE WITH EAST RIGHT-OF-WAY
 OQ0873'FENCE.  MR. FOERSTER STATED THAT THIS REFERENCE MARK WAS
 OQ0873'MOVED ABOUT 5 FEET EAST WHEN THE SECTION-LINE ROAD WAS GRADED.
 OQ0873'
 OQ0873'AZIMUTH MARKS--SEC.21, NORTHWEST CORNER, THIS MARK IS BURIED UNDER
 OQ0873'THE ROAD GRADE AND WAS NOT SEARCHED FOR.  BARNEY HEINKES HOUSE
 OQ0873'(CHIMNEY) (NOW JOE BARTSCHERS), HOUSE HAS BEEN REMODELED.  BARNEY
 OQ0873'ROHLINGS HOUSE (CHIMNEY) (MRS. BARNEY ROLINGS HOUSE) IS STILL
 OQ0873'THE SAME AS IN 1903.  JOHN SABERS (JOHN SEBERS) WINDMILL
 OQ0873'TOWER, THIS IS A NEW TOWER BUT THE WELL IS THE SAME ONE THAT
 OQ0873'EXISTED IN 1903.
 OQ0873
 OQ0873                          STATION RECOVERY (1962)
 OQ0873
 OQ0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OQ0873'CONCRETE POST WITH STATION MARK FOUND LYING ALONG ROAD NEAR
 OQ0873'STATION SITE.  THE SUBSURFACE MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0870 ***********************************************************************
 OQ0870  DESIGNATION -  SALEM SCHOOLHOUSE DOME
 OQ0870  PID         -  OQ0870
 OQ0870  STATE/COUNTY-  SD/MCCOOK
 OQ0870  COUNTRY     -  US
 OQ0870  USGS QUAD   -  SALEM (2017)
 OQ0870
 OQ0870                         *CURRENT SURVEY CONTROL
 OQ0870  ______________________________________________________________________
 OQ0870* NAD 83(1996) POSITION- 43 43 40.17017(N) 097 23 06.36779(W)   ADJUSTED
 OQ0870  ______________________________________________________________________
 OQ0870  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ0870  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 OQ0870  HORZ ORDER      -  THIRD
 OQ0870
 OQ0870.The horizontal coordinates were established by classical geodetic methods
 OQ0870.and adjusted by the National Geodetic Survey in January 1998.
 OQ0870
 OQ0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0870.GEOID18 height accuracy estimate available here.
 OQ0870
 OQ0870.Click photographs - Photos may exist for this station.
 OQ0870
 OQ0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0870
 OQ0870. The following values were computed from the NAD 83(1996) position.
 OQ0870
 OQ0870;                    North         East     Units Scale Factor Converg.
 OQ0870;SPC SD S     -   159,131.444   837,473.127   MT  0.99990869   +2 02 01.8
 OQ0870;SPC SD S     -   522,083.75  2,747,609.75   sFT  0.99990869   +2 02 01.8
 OQ0870;UTM  14      - 4,842,910.859   630,064.195   MT  0.99980808   +1 06 59.1
 OQ0870
 OQ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3006442910(NAD 83)
 OQ0870
 OQ0870                          SUPERSEDED SURVEY CONTROL
 OQ0870
 OQ0870  NAD 83(1995)-  43 43 40.17641(N)    097 23 06.34553(W) AD(       ) 3
 OQ0870  NAD 83(1986)-  43 43 40.17792(N)    097 23 06.34405(W) AD(       ) 3
 OQ0870  NAD 27      -  43 43 40.24700(N)    097 23 05.11400(W) AD(       ) 3
 OQ0870  USSD        -  43 43 40.43400(N)    097 23 05.51400(W) AD(       ) 3
 OQ0870
 OQ0870.Superseded values are not recommended for survey control.
 OQ0870
 OQ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0870.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0870
 OQ0870_MARKER: 87 = DOME
 OQ0870
 OQ0870  HISTORY     - Date     Condition        Report By
 OQ0870  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0870  HISTORY     - 1935     GOOD             CGS
 OQ0870
 OQ0870                          STATION DESCRIPTION
 OQ0870
 OQ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0870'THE OLD SCHOOL BUILDING, NOW USED AS GRADE SCHOOL BUILDING,
 OQ0870'WAS ERECTED IN 1890 OR 1891 AND IS STILL THE SAME AS AT THAT
 OQ0870'TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0872 ***********************************************************************
 OQ0872  DESIGNATION -  SALEM ST MARYS CHURCH SPIRE
 OQ0872  PID         -  OQ0872
 OQ0872  STATE/COUNTY-  SD/MCCOOK
 OQ0872  COUNTRY     -  US
 OQ0872  USGS QUAD   -  SALEM (2017)
 OQ0872
 OQ0872                         *CURRENT SURVEY CONTROL
 OQ0872  ______________________________________________________________________
 OQ0872* NAD 83(1996) POSITION- 43 43 35.86201(N) 097 23 24.28602(W)   ADJUSTED
 OQ0872  ______________________________________________________________________
 OQ0872  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ0872  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 OQ0872  HORZ ORDER      -  THIRD
 OQ0872
 OQ0872.The horizontal coordinates were established by classical geodetic methods
 OQ0872.and adjusted by the National Geodetic Survey in January 1998.
 OQ0872
 OQ0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0872.GEOID18 height accuracy estimate available here.
 OQ0872
 OQ0872.Click photographs - Photos may exist for this station.
 OQ0872
 OQ0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0872
 OQ0872. The following values were computed from the NAD 83(1996) position.
 OQ0872
 OQ0872;                    North         East     Units Scale Factor Converg.
 OQ0872;SPC SD S     -   158,984.358   837,077.097   MT  0.99990865   +2 01 49.5
 OQ0872;SPC SD S     -   521,601.18  2,746,310.44   sFT  0.99990865   +2 01 49.5
 OQ0872;UTM  14      - 4,842,770.146   629,665.900   MT  0.99980680   +1 06 46.7
 OQ0872
 OQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2966542770(NAD 83)
 OQ0872
 OQ0872                          SUPERSEDED SURVEY CONTROL
 OQ0872
 OQ0872  NAD 83(1995)-  43 43 35.86846(N)    097 23 24.26331(W) AD(       ) 3
 OQ0872  NAD 83(1986)-  43 43 35.86972(N)    097 23 24.26242(W) AD(       ) 3
 OQ0872  NAD 27      -  43 43 35.94700(N)    097 23 23.03400(W) AD(       ) 3
 OQ0872  USSD        -  43 43 36.13100(N)    097 23 23.43200(W) AD(       ) 3
 OQ0872
 OQ0872.Superseded values are not recommended for survey control.
 OQ0872
 OQ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0872.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0872
 OQ0872_MARKER: 90 = CHURCH SPIRE
 OQ0872
 OQ0872  HISTORY     - Date     Condition        Report By
 OQ0872  HISTORY     - 1903     FIRST OBSERVED   CGS
 OQ0872  HISTORY     - 1935     GOOD             CGS
 OQ0872
 OQ0872                          STATION DESCRIPTION
 OQ0872
 OQ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0872'THIS IS EVIDENTLY THE SAME CHURCH (ST. MARYS) LOCATED IN
 OQ0872'1927.  THE LATITUDES AND LONGITUDES OF THE TWO POINTS AGREE
 OQ0872'WITHIN A VERY SMALL FRACTION OF A SECOND.  ST. MARYS IS THE
 OQ0872'ONLY CATHOLIC CHURCH IN SALEM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0871 ***********************************************************************
 OQ0871  DESIGNATION -  SALEM WATER TANK
 OQ0871  PID         -  OQ0871
 OQ0871  STATE/COUNTY-  SD/MCCOOK
 OQ0871  COUNTRY     -  US
 OQ0871  USGS QUAD   -  SALEM (2017)
 OQ0871
 OQ0871                         *CURRENT SURVEY CONTROL
 OQ0871  ______________________________________________________________________
 OQ0871* NAD 83(1996) POSITION- 43 43 40.25174(N) 097 23 12.37649(W)   ADJUSTED
 OQ0871  ______________________________________________________________________
 OQ0871  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 OQ0871  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 OQ0871  HORZ ORDER      -  THIRD
 OQ0871
 OQ0871.The horizontal coordinates were established by classical geodetic methods
 OQ0871.and adjusted by the National Geodetic Survey in January 1998.
 OQ0871
 OQ0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0871.GEOID18 height accuracy estimate available here.
 OQ0871
 OQ0871.Click photographs - Photos may exist for this station.
 OQ0871
 OQ0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0871
 OQ0871. The following values were computed from the NAD 83(1996) position.
 OQ0871
 OQ0871;                    North         East     Units Scale Factor Converg.
 OQ0871;SPC SD S     -   159,129.189   837,338.653   MT  0.99990869   +2 01 57.7
 OQ0871;SPC SD S     -   522,076.35  2,747,168.56   sFT  0.99990869   +2 01 57.7
 OQ0871;UTM  14      - 4,842,910.757   629,929.716   MT  0.99980765   +1 06 55.0
 OQ0871
 OQ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2992942910(NAD 83)
 OQ0871
 OQ0871                          SUPERSEDED SURVEY CONTROL
 OQ0871
 OQ0871  NAD 83(1995)-  43 43 40.25898(N)    097 23 12.35148(W) AD(       ) 3
 OQ0871  NAD 83(1986)-  43 43 40.25947(N)    097 23 12.35296(W) AD(       ) 3
 OQ0871  NAD 27      -  43 43 40.34000(N)    097 23 11.12000(W) AD(       ) 3
 OQ0871
 OQ0871.Superseded values are not recommended for survey control.
 OQ0871
 OQ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0871.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0871
 OQ0871_MARKER: 51 = TANK
 OQ0871
 OQ0871  HISTORY     - Date     Condition        Report By
 OQ0871  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0871  HISTORY     - 1935     GOOD             CGS
 OQ0871
 OQ0871                          STATION DESCRIPTION
 OQ0871
 OQ0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0871'THIS MARK IS STILL GOOD.  THE PRESENT STEEL WATER TANK WAS
 OQ0871'ERECTED IN 1911.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2452 ***********************************************************************
 PU2452  DESIGNATION -  SAM 2
 PU2452  PID         -  PU2452
 PU2452  STATE/COUNTY-  SD/MEADE
 PU2452  COUNTRY     -  US
 PU2452  USGS QUAD   -  HOWES (2017)
 PU2452
 PU2452                         *CURRENT SURVEY CONTROL
 PU2452  ______________________________________________________________________
 PU2452* NAD 83(1986) POSITION- 44 37 02.     (N) 102 07 25.     (W)   SCALED
 PU2452* NAVD 88 ORTHO HEIGHT -   740.682 (meters)     2430.05  (feet) ADJUSTED
 PU2452  ______________________________________________________________________
 PU2452  GEOID HEIGHT    -        -19.607 (meters)                     GEOID18
 PU2452  DYNAMIC HEIGHT  -        740.509 (meters)     2429.49  (feet) COMP
 PU2452  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 PU2452
 PU2452  VERT ORDER      -  FIRST     CLASS II
 PU2452
 PU2452.The horizontal coordinates were scaled from a map and have
 PU2452.an estimated accuracy of +/- 6 seconds.
 PU2452
 PU2452.The orthometric height was determined by differential leveling and
 PU2452.adjusted by the NATIONAL GEODETIC SURVEY
 PU2452.in October 1997.
 PU2452
 PU2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2452.GEOID18 height accuracy estimate available here.
 PU2452
 PU2452.Click photographs - Photos may exist for this station.
 PU2452
 PU2452.The dynamic height is computed by dividing the NAVD 88
 PU2452.geopotential number by the normal gravity value computed on the
 PU2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2452.degrees latitude (g = 980.6199 gals.).
 PU2452
 PU2452.The modeled gravity was interpolated from observed gravity values.
 PU2452
 PU2452;                    North         East    Units  Estimated Accuracy
 PU2452;SPC SD N     -    89,320.      431,470.      MT  (+/- 180 meters Scaled)
 PU2452
 PU2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK282444(NAD 83)
 PU2452
 PU2452                          SUPERSEDED SURVEY CONTROL
 PU2452
 PU2452  NGVD 29 (04/17/07)  740.21   (m)         2428.5    (f) RESET       3  
 PU2452
 PU2452.Superseded values are not recommended for survey control.
 PU2452
 PU2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2452.See file dsdata.pdf to determine how the superseded data were derived.
 PU2452
 PU2452_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2452_STAMPING: SAM 2 1990
 PU2452_MARK LOGO: NGS
 PU2452_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2452+STABILITY: SURFACE MOTION
 PU2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2452+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2452
 PU2452  HISTORY     - Date     Condition        Report By
 PU2452  HISTORY     - 1990     MONUMENTED       NGS
 PU2452  HISTORY     - 19950605 GOOD             NGS
 PU2452
 PU2452                          STATION DESCRIPTION
 PU2452
 PU2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2452'25.58 KM (15.89 MI) EAST FROM WHITE OWL OR 5.71 KM (3.55 MI) WEST
 PU2452'FROM HOWES AND STATE HIGHWAY 73 NORTH, ALONG STATE HIGHWAY 34, 59.74
 PU2452'M (196.00 FT) SOUTH FROM THE CENTER OF 34.  0.97 KM (0.60 MI) WEST
 PU2452'FROM THE PLAINVIEW CEMETARY AND CHURCH, 1.52 M (4.99 FT) NORTH FROM A
 PU2452'WITNESS POST IN THE RIGHT-OF-WAY FENCE LINE, AT AN INSIDE CORNER.
 PU2452
 PU2452                          STATION RECOVERY (1995)
 PU2452
 PU2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2452'5.7 KM (3.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2452'STATE HIGHWAY 73 IN HOWES, 585.0 M (1919.3 FT) EAST OF MILEPOST 109,
 PU2452'60.2 M (197.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT)
 PU2452'WEST OF REFERENCE MARK 3, 4.8 M (15.7 FT) EAST OF REFERENCE MARK 4,
 PU2452'3.5 M (11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) NORTH
 PU2452'OF THE CENTER OF 4 BRACED FENCE POSTS, 0.2 M (0.7 FT) NORTH OF A
 PU2452'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU2452'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2453 ***********************************************************************
 PU2453  DESIGNATION -  SAM 2 RM 3
 PU2453  PID         -  PU2453
 PU2453  STATE/COUNTY-  SD/MEADE
 PU2453  COUNTRY     -  US
 PU2453  USGS QUAD   -  HOWES (2017)
 PU2453
 PU2453                         *CURRENT SURVEY CONTROL
 PU2453  ______________________________________________________________________
 PU2453* NAD 83(1986) POSITION- 44 37 02.     (N) 102 07 24.     (W)   SCALED
 PU2453* NAVD 88 ORTHO HEIGHT -   740.780 (meters)     2430.38  (feet) ADJUSTED
 PU2453  ______________________________________________________________________
 PU2453  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 PU2453  DYNAMIC HEIGHT  -        740.607 (meters)     2429.81  (feet) COMP
 PU2453  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 PU2453
 PU2453  VERT ORDER      -  FIRST     CLASS II
 PU2453
 PU2453.The horizontal coordinates were scaled from a map and have
 PU2453.an estimated accuracy of +/- 6 seconds.
 PU2453
 PU2453.The orthometric height was determined by differential leveling and
 PU2453.adjusted by the NATIONAL GEODETIC SURVEY
 PU2453.in October 1997.
 PU2453
 PU2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2453.GEOID18 height accuracy estimate available here.
 PU2453
 PU2453.Click photographs - Photos may exist for this station.
 PU2453
 PU2453.The dynamic height is computed by dividing the NAVD 88
 PU2453.geopotential number by the normal gravity value computed on the
 PU2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2453.degrees latitude (g = 980.6199 gals.).
 PU2453
 PU2453.The modeled gravity was interpolated from observed gravity values.
 PU2453
 PU2453;                    North         East    Units  Estimated Accuracy
 PU2453;SPC SD N     -    89,320.      431,500.      MT  (+/- 180 meters Scaled)
 PU2453
 PU2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK282444(NAD 83)
 PU2453
 PU2453                          SUPERSEDED SURVEY CONTROL
 PU2453
 PU2453  NGVD 29 (04/17/07)  740.31   (m)         2428.8    (f) RESET       3  
 PU2453
 PU2453.Superseded values are not recommended for survey control.
 PU2453
 PU2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2453.See file dsdata.pdf to determine how the superseded data were derived.
 PU2453
 PU2453_MARKER: DR = REFERENCE MARK DISK
 PU2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2453_STAMPING: SAM 2 NO 3 1990
 PU2453_MARK LOGO: NGS
 PU2453_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2453+STABILITY: SURFACE MOTION
 PU2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2453+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2453
 PU2453  HISTORY     - Date     Condition        Report By
 PU2453  HISTORY     - 1990     MONUMENTED       NGS
 PU2453  HISTORY     - 19950605 GOOD             NGS
 PU2453
 PU2453                          STATION DESCRIPTION
 PU2453
 PU2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2453'25.58 KM (15.89 MI) EAST FROM WHITE OWL OR 5.71 KM (3.55 MI) WEST
 PU2453'FROM HOWES AND STATE HIGHWAY 73 NORTH, ALONG STATE HIGHWAY 34, 59.74
 PU2453'M (196.00 FT) SOUTH FROM THE CENTER OF 34.  0.97 KM (0.60 MI) WEST
 PU2453'FROM THE PLAINVIEW CEMETARY AND CHURCH, 0.3 M (1.0 FT) NORTH FROM A
 PU2453'WITNESS POST IN THE RIGHT-OF-WAY FENCE LINE.
 PU2453
 PU2453                          STATION RECOVERY (1995)
 PU2453
 PU2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2453'5.7 KM (3.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2453'STATE HIGHWAY 73 IN HOWES, 585.0 M (1919.3 FT) EAST OF MILEPOST 109,
 PU2453'60.2 M (197.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT)
 PU2453'EAST OF TRIANGULATION STATION SAM 2, 3.5 M (11.5 FT) ABOVE THE LEVEL
 PU2453'OF THE HIGHWAY, 1.4 M (4.6 FT) NORTH OF A FENCE, 0.2 M (0.7 FT) NORTH
 PU2453'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU2453'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2451 ***********************************************************************
 PU2451  DESIGNATION -  SAM 2 RM 4
 PU2451  PID         -  PU2451
 PU2451  STATE/COUNTY-  SD/MEADE
 PU2451  COUNTRY     -  US
 PU2451  USGS QUAD   -  HOWES (2017)
 PU2451
 PU2451                         *CURRENT SURVEY CONTROL
 PU2451  ______________________________________________________________________
 PU2451* NAD 83(1986) POSITION- 44 37 02.     (N) 102 07 26.     (W)   SCALED
 PU2451* NAVD 88 ORTHO HEIGHT -   740.674 (meters)     2430.03  (feet) ADJUSTED
 PU2451  ______________________________________________________________________
 PU2451  GEOID HEIGHT    -        -19.606 (meters)                     GEOID18
 PU2451  DYNAMIC HEIGHT  -        740.501 (meters)     2429.46  (feet) COMP
 PU2451  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 PU2451
 PU2451  VERT ORDER      -  FIRST     CLASS II
 PU2451
 PU2451.The horizontal coordinates were scaled from a map and have
 PU2451.an estimated accuracy of +/- 6 seconds.
 PU2451
 PU2451.The orthometric height was determined by differential leveling and
 PU2451.adjusted by the NATIONAL GEODETIC SURVEY
 PU2451.in October 1997.
 PU2451
 PU2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2451.GEOID18 height accuracy estimate available here.
 PU2451
 PU2451.Click photographs - Photos may exist for this station.
 PU2451
 PU2451.The dynamic height is computed by dividing the NAVD 88
 PU2451.geopotential number by the normal gravity value computed on the
 PU2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2451.degrees latitude (g = 980.6199 gals.).
 PU2451
 PU2451.The modeled gravity was interpolated from observed gravity values.
 PU2451
 PU2451;                    North         East    Units  Estimated Accuracy
 PU2451;SPC SD N     -    89,320.      431,450.      MT  (+/- 180 meters Scaled)
 PU2451
 PU2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK281444(NAD 83)
 PU2451
 PU2451                          SUPERSEDED SURVEY CONTROL
 PU2451
 PU2451  NGVD 29 (04/17/07)  740.20   (m)         2428.5    (f) RESET       3  
 PU2451
 PU2451.Superseded values are not recommended for survey control.
 PU2451
 PU2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2451.See file dsdata.pdf to determine how the superseded data were derived.
 PU2451
 PU2451_MARKER: DR = REFERENCE MARK DISK
 PU2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2451_STAMPING: SAM 2 NO 4 1990
 PU2451_MARK LOGO: NGS
 PU2451_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2451+STABILITY: SURFACE MOTION
 PU2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2451+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2451
 PU2451  HISTORY     - Date     Condition        Report By
 PU2451  HISTORY     - 1990     MONUMENTED       NGS
 PU2451  HISTORY     - 19950605 GOOD             NGS
 PU2451
 PU2451                          STATION DESCRIPTION
 PU2451
 PU2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (CLN)
 PU2451'25.58 KM (15.89 MI) EAST FROM WHITE OWL OR 5.71 KM (3.55 MI) WEST
 PU2451'FROM HOWES AND STATE HIGHWAY 73 NORTH, ALONG STATE HIGHWAY 34, 59.74
 PU2451'M (196.00 FT) SOUTH FROM THE CENTER OF 34.  0.97 KM (0.60 MI) WEST
 PU2451'FROM THE PLAINVIEW CEMETARY AND CHURCH, 0.3 M (1.0 FT) NORTH FROM A
 PU2451'WITNESS POST IN THE RIGHT-OF-WAY FENCE LINE.
 PU2451
 PU2451                          STATION RECOVERY (1995)
 PU2451
 PU2451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2451'5.7 KM (3.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2451'STATE HIGHWAY 73 IN HOWES, 585.0 M (1919.3 FT) EAST OF MILEPOST 109,
 PU2451'60.2 M (197.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT)
 PU2451'WEST OF TRIANGULATION STATION SAM 2, 3.5 M (11.5 FT) ABOVE THE LEVEL
 PU2451'OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.2 M (0.7 FT) NORTH
 PU2451'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU2451'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0194 ***********************************************************************
 PU0194  DESIGNATION -  SAM AZ MK
 PU0194  PID         -  PU0194
 PU0194  STATE/COUNTY-  SD/MEADE
 PU0194  COUNTRY     -  US
 PU0194  USGS QUAD   -  PLAINVIEW (2017)
 PU0194
 PU0194                         *CURRENT SURVEY CONTROL
 PU0194  ______________________________________________________________________
 PU0194* NAD 83(1986) POSITION- 44 36 15.     (N) 102 08 28.     (W)   SCALED
 PU0194* NAVD 88 ORTHO HEIGHT -   755.414 (meters)     2478.39  (feet) ADJUSTED
 PU0194  ______________________________________________________________________
 PU0194  GEOID HEIGHT    -        -19.560 (meters)                     GEOID18
 PU0194  DYNAMIC HEIGHT  -        755.238 (meters)     2477.81  (feet) COMP
 PU0194  MODELED GRAVITY -    980,359.4   (mgal)                       NAVD 88
 PU0194
 PU0194  VERT ORDER      -  FIRST     CLASS II
 PU0194
 PU0194.The horizontal coordinates were scaled from a map and have
 PU0194.an estimated accuracy of +/- 6 seconds.
 PU0194
 PU0194.The orthometric height was determined by differential leveling and
 PU0194.adjusted by the NATIONAL GEODETIC SURVEY
 PU0194.in October 1997.
 PU0194
 PU0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0194.GEOID18 height accuracy estimate available here.
 PU0194
 PU0194.Click photographs - Photos may exist for this station.
 PU0194
 PU0194.The dynamic height is computed by dividing the NAVD 88
 PU0194.geopotential number by the normal gravity value computed on the
 PU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0194.degrees latitude (g = 980.6199 gals.).
 PU0194
 PU0194.The modeled gravity was interpolated from observed gravity values.
 PU0194
 PU0194;                    North         East    Units  Estimated Accuracy
 PU0194;SPC SD N     -    87,900.      430,050.      MT  (+/- 180 meters Scaled)
 PU0194
 PU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK268429(NAD 83)
 PU0194
 PU0194                          SUPERSEDED SURVEY CONTROL
 PU0194
 PU0194  NAVD 88 (06/15/91)  755.388  (m)         2478.30   (f) SUPERSEDED  1 2
 PU0194  NGVD 29 (??/??/92)  754.932  (m)         2476.81   (f) ADJ UNCH    1 2
 PU0194
 PU0194.Superseded values are not recommended for survey control.
 PU0194
 PU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0194.See file dsdata.pdf to determine how the superseded data were derived.
 PU0194
 PU0194_MARKER: DZ = AZIMUTH MARK DISK
 PU0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0194_STAMPING: SAM 1962
 PU0194_MARK LOGO: CGS
 PU0194_PROJECTION: FLUSH
 PU0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0194+STABILITY: SURFACE MOTION
 PU0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0194+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0194
 PU0194  HISTORY     - Date     Condition        Report By
 PU0194  HISTORY     - 1962     MONUMENTED       CGS
 PU0194  HISTORY     - 1963     GOOD             CGS
 PU0194  HISTORY     - 19900509 GOOD             NGS
 PU0194  HISTORY     - 19950605 GOOD             NGS
 PU0194
 PU0194                          STATION DESCRIPTION
 PU0194
 PU0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0194'1 MI E FROM PLAINVIEW.
 PU0194'1.0 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND POST
 PU0194'OFFICE AT PLAINVIEW, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PU0194'HIGHWAY AND JUNCTION OF A GRAVELED ROAD LEADING NORTH, 145.5
 PU0194'FEET NORTHEAST OF E 127, 73 FEET NORTHEAST OF THE CENTER LINE
 PU0194'OF A PRIVATE DRIVEWAY, 8 1/2 FEET SOUTH OF A CORNER FENCE POST,
 PU0194'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE
 PU0194'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU0194'POST PROJECTING 2 INCHES.
 PU0194
 PU0194                          STATION RECOVERY (1990)
 PU0194
 PU0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PU0194'7.8 KM (4.8 MI) WEST ALONG STATE HIGHWAY 34 FROM ITS JUNCTION WITH
 PU0194'STATE HIGHWAY 73 NORTH AT HOWES, OR 23.49 KM (14.60 MI) EAST ALONG
 PU0194'STATE HIGHWAY 34 FROM WHITE OWL, 77.11 M (252.99 FT) SOUTH FROM THE
 PU0194'CENTER OF 34, 10.06 M (33.01 FT) EAST FROM THE PROJECTED CENTER OF A
 PU0194'COUNTY ROAD, O.3 M WEST FROM A WITNESS POST IN A FENCE LINE, 25.60 M
 PU0194'(83.99 FT) SOUTH EAST FROM STATE HIGHWAY 34 RIGHT-OF- WAY FENCE
 PU0194'CORNER.
 PU0194
 PU0194                          STATION RECOVERY (1995)
 PU0194
 PU0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0194'7.6 KM (4.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU0194'STATE HIGHWAY 73 IN HOWES, 258.0 M (846.5 FT) EAST OF MILEPOST 108,
 PU0194'75.0 M (246.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 24.7 M (81.0
 PU0194'FT) SOUTHEAST OF A RIGHT-OF-WAY POST, 7.9 M (25.9 FT) EAST OF THE
 PU0194'EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTH, 3.0 M (9.8 FT) ABOVE
 PU0194'THE LEVEL OF THE HIGHWAY, 2.8 M (9.2 FT) SOUTH OF A FENCE CORNER, 0.5
 PU0194'M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A FENCE,
 PU0194'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2305 ***********************************************************************
 PU2305  DESIGNATION -  SAMMIS
 PU2305  PID         -  PU2305
 PU2305  STATE/COUNTY-  SD/PENNINGTON
 PU2305  COUNTRY     -  US
 PU2305  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2305
 PU2305                         *CURRENT SURVEY CONTROL
 PU2305  ______________________________________________________________________
 PU2305* NAD 83(1996) POSITION- 44 03 04.94221(N) 103 14 41.25480(W)   ADJUSTED
 PU2305* NAVD 88 ORTHO HEIGHT -   360.88  (+/-2cm)     1184.0   (feet) VERTCON3
 PU2305  ______________________________________________________________________
 PU2305  GEOID HEIGHT    -        -15.697 (meters)                     GEOID18
 PU2305  LAPLACE CORR    -        -16.44  (seconds)                    DEFLEC18
 PU2305  HORZ ORDER      -  THIRD
 PU2305  VERT ORDER      -  THIRD ? (See Below)
 PU2305
 PU2305.The horizontal coordinates were established by classical geodetic methods
 PU2305.and adjusted by the National Geodetic Survey in January 1998.
 PU2305
 PU2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2305
 PU2305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2305.GEOID18 height accuracy estimate available here.
 PU2305
 PU2305.The vertical order pertains to the NGVD 29 superseded value.
 PU2305
 PU2305.Click photographs - Photos may exist for this station.
 PU2305
 PU2305.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2305
 PU2305. The following values were computed from the NAD 83(1996) position.
 PU2305
 PU2305;                    North         East     Units Scale Factor Converg.
 PU2305;SPC SD S     -   194,951.403   366,747.341   MT  0.99993539   -2 00 30.5
 PU2305;SPC SD S     -   639,603.06  1,203,236.90   sFT  0.99993539   -2 00 30.5
 PU2305;UTM  13      - 4,879,076.380   640,601.445   MT  0.99984314   +1 13 14.2
 PU2305
 PU2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2305!SPC SD S     -   0.99994588  x   0.99993539  =   0.99988127
 PU2305!UTM  13      -   0.99994588  x   0.99984314  =   0.99978903
 PU2305
 PU2305:                Primary Azimuth Mark                     Grid Az
 PU2305:SPC SD S     -  SAMMIS AZ MK                             178 57 27.8
 PU2305:UTM  13      -  SAMMIS AZ MK                             175 43 43.1
 PU2305
 PU2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4060179076(NAD 83)
 PU2305
 PU2305|---------------------------------------------------------------------|
 PU2305| PID    Reference Object                     Distance      Geod. Az  |
 PU2305|                                                           dddmmss.s |
 PU2305| CQ4855 SAMMIS RM 2                           8.634 METERS 03137     |
 PU2305| CQ4854 SAMMIS RM 1                          10.018 METERS 14026     |
 PU2305| CQ4853 SAMMIS AZ MK                                       1765657.3 |
 PU2305|---------------------------------------------------------------------|
 PU2305
 PU2305                          SUPERSEDED SURVEY CONTROL
 PU2305
 PU2305  NAD 83(1993)-  44 03 04.93420(N)    103 14 41.25817(W) AD(       ) 3
 PU2305  NAD 83(1986)-  44 03 04.93380(N)    103 14 41.25919(W) AD(       ) 3
 PU2305  NAD 27      -  44 03 04.98600(N)    103 14 39.60100(W) AD(       ) 3
 PU2305  NGVD 29             360.39   (m)         1182.4    (f) LEVELING    3  
 PU2305
 PU2305.Superseded values are not recommended for survey control.
 PU2305
 PU2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2305.See file dsdata.pdf to determine how the superseded data were derived.
 PU2305
 PU2305_MARKER: DD = SURVEY DISK
 PU2305_SETTING: 80 = SET IN A BOULDER
 PU2305_MARK LOGO: USGS
 PU2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2305+STABILITY: SURFACE MOTION
 PU2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2305+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 PU2305
 PU2305  HISTORY     - Date     Condition        Report By
 PU2305  HISTORY     - UNK      MONUMENTED       USGS
 PU2305  HISTORY     - 1950     GOOD             CGS
 PU2305  HISTORY     - 1953     GOOD             CGS
 PU2305  HISTORY     - 1966     GOOD             CGS
 PU2305  HISTORY     - 20100416 GOOD             INDIV
 PU2305
 PU2305                          STATION DESCRIPTION
 PU2305
 PU2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2305'THE STATION IS LOCATED ABOUT 2 MILES SOUTH AND 1/2 MILE WEST OF
 PU2305'RAPID CITY, ON A PROMINENT, PARTIALLY TIMBERED HILL, WHICH IS THE
 PU2305'HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 46 FEET WEST OF
 PU2305'THE CENTER OF A GRAVEL ROAD, AND 47 FEET SOUTH OF A 15-INCH PINE
 PU2305'TREE.
 PU2305'
 PU2305'TO REACH THE STATION FROM THE POST OFFICE IN RAPID CITY.  GO
 PU2305'SOUTH AND SOUTHWEST ON U.S. HIGHWAY NO. 16 FOR 2.9 MILES TO A
 PU2305'REVERSE FORK ON THE RIGHT (ABOUT 0.1 MILE NORTH OF THE REPTILE
 PU2305'GARDENS).  TURN SHARP RIGHT AND GO NORTH 0.05 MILE TO THE AZIMUTH
 PU2305'MARK ON THE RIGHT.  CONTINUE NORTH AND WEST 0.3 MILE TO THE
 PU2305'STATION ON THE LEFT.
 PU2305'
 PU2305'STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BRONZE DISK
 PU2305'SET IN A DRILL HOLE IN THE TOP OF A BOULDER APPROXIMATELY 10
 PU2305'INCHES IN DIAMETER WHICH PROJECTS 1 FOOT.  THE DISK IS NOT STAMPED.
 PU2305'
 PU2305'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE CENTER OF THE ROAD.
 PU2305'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SAMMIS USGS NO
 PU2305'1 1950.
 PU2305'
 PU2305'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTER OF THE ROAD.
 PU2305'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SAMMIS USGS
 PU2305'NO 2 1950.
 PU2305'
 PU2305'THE AZIMUTH MARK IS 125 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 PU2305'16, 36 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, AND 29 FEET
 PU2305'SOUTH OF A 12-INCH PINE TREE.  THE MARK PROJECTS 6 INCHES AND
 PU2305'THE DISK IS STAMPED SAMMIS USGS 1950.
 PU2305'
 PU2305'ALL MARKS EXCEPT THE STATION MARK ARE STANDARD DISKS SET IN THE
 PU2305'TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2305'
 PU2305'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2305
 PU2305                          STATION RECOVERY (1953)
 PU2305
 PU2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 PU2305'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 PU2305'ADEQUATE.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 PU2305'RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS WERE NOT
 PU2305'CHECKED TO REFERENCE MARKS.
 PU2305
 PU2305                          STATION RECOVERY (1966)
 PU2305
 PU2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PU2305'THE STATION, R.M. 1, R.M. 2, WERE RECOVERED AS DESCRIBED, THE
 PU2305'AZIMUTH MARK WAS NOT SEARCHED FOR.  THERE IS A FREEWAY THAT IS
 PU2305'NOW HIGHWAY 16 SO THE OLD HIGHWAY 16 MUST BE FOLLOWED TO FIND
 PU2305'THE STATION, ALSO THE REPTILE GARDENS HAVE BEEN MOVED.
 PU2305'
 PU2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI S OF RAPID
 PU2305'CITY
 PU2305
 PU2305                          STATION RECOVERY (2010)
 PU2305
 PU2305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JFP)
 PU2305'STATION MARK FOUND TO BE A UNITED STATES GEOLOGICAL SURVEY BRONZE DISK
 PU2305'CEMENTED INTO THE TOP OF A ROUND TOPPED GRAY COLORED STONE MEASURING
 PU2305'APPROXIMATELY 10-INCHES BY 16-INCHES AND PROJECTING 6-INCHES ABOVE THE
 PU2305'GROUND.
 PU2305'
 PU2305'THE LETTERS G AND S COULD BE SEEN CHISELED INTO THE STONE BELOW THE
 PU2305'DISK.  THIS STONE IS BELIEVED TO BE THE ORIGINAL TRIANGULATION STATION
 PU2305'ESTABLISHED IN 1893 BY USGS AS DESCRIBED IN USGS BULLETIN 122.  THE
 PU2305'DATE OF THE USGS BRONZE DISK MOST LIKELY ORIGINATES FROM THE 1925 ERA.
 PU2305'
 PU2305'REFERENCE MARK NO. 1 WAS RECOVERED WITH IN THE DISK BEING DAMAGED, BUT
 PU2305'THE MONUMENT ITSELF STABLE.  REFERENCE MARK NO. 2 WAS RECOVERED IN
 PU2305'GOOD CONDITION.
 PU2305'
 PU2305'THE STATION LOCATION IS FAIRLY OBVIOUS AND ALONG SKYLINE DRIVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1069 ***********************************************************************
 PT1069  DESIGNATION -  SAN
 PT1069  PID         -  PT1069
 PT1069  STATE/COUNTY-  SD/STANLEY
 PT1069  COUNTRY     -  US
 PT1069  USGS QUAD   -  FRATZKE RANCH (2017)
 PT1069
 PT1069                         *CURRENT SURVEY CONTROL
 PT1069  ______________________________________________________________________
 PT1069* NAD 83(1996) POSITION- 44 28 24.13624(N) 100 58 52.66559(W)   ADJUSTED
 PT1069* NAVD 88 ORTHO HEIGHT -   686.    (meters)     2251.    (feet) SCALED
 PT1069  ______________________________________________________________________
 PT1069  GEOID HEIGHT    -        -22.304 (meters)                     GEOID18
 PT1069  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 PT1069  HORZ ORDER      -  THIRD
 PT1069
 PT1069.The horizontal coordinates were established by classical geodetic methods
 PT1069.and adjusted by the National Geodetic Survey in January 1998.
 PT1069
 PT1069.The orthometric height was scaled from a topographic map.
 PT1069
 PT1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1069.GEOID18 height accuracy estimate available here.
 PT1069
 PT1069.Click photographs - Photos may exist for this station.
 PT1069
 PT1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1069
 PT1069. The following values were computed from the NAD 83(1996) position.
 PT1069
 PT1069;                    North         East     Units Scale Factor Converg.
 PT1069;SPC SD S     -   237,953.861   548,443.940   MT  1.00001835   -0 26 49.2
 PT1069;SPC SD S     -   780,686.96  1,799,353.16   sFT  1.00001835   -0 26 49.2
 PT1069;UTM  14      - 4,926,360.491   342,419.125   MT  0.99990538   -1 23 18.0
 PT1069
 PT1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1069!SPC SD S     -   0.99989587  x   1.00001835  =   0.99991422
 PT1069!UTM  14      -   0.99989587  x   0.99990538  =   0.99980126
 PT1069
 PT1069:                Primary Azimuth Mark                     Grid Az
 PT1069:SPC SD S     -  SAN AZ MK                                271 55 41.1
 PT1069:UTM  14      -  SAN AZ MK                                272 52 09.9
 PT1069
 PT1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4241926360(NAD 83)
 PT1069
 PT1069|---------------------------------------------------------------------|
 PT1069| PID    Reference Object                     Distance      Geod. Az  |
 PT1069|                                                           dddmmss.s |
 PT1069| CO6055 SAN RM 1                             12.601 METERS 09010     |
 PT1069| CO6056 SAN RM 2                             12.509 METERS 26828     |
 PT1069| CO6054 SAN AZ MK                                          2712851.9 |
 PT1069|---------------------------------------------------------------------|
 PT1069
 PT1069                          SUPERSEDED SURVEY CONTROL
 PT1069
 PT1069  NAD 83(1986)-  44 28 24.13066(N)    100 58 52.66758(W) AD(       ) 3
 PT1069  NAD 27      -  44 28 24.19500(N)    100 58 51.13600(W) AD(       ) 3
 PT1069
 PT1069.Superseded values are not recommended for survey control.
 PT1069
 PT1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1069.See file dsdata.pdf to determine how the superseded data were derived.
 PT1069
 PT1069_MARKER: DS = TRIANGULATION STATION DISK
 PT1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1069_STAMPING: SAN 1952
 PT1069_MARK LOGO: CGS
 PT1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1069+STABILITY: SURFACE MOTION
 PT1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1069+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 PT1069
 PT1069  HISTORY     - Date     Condition        Report By
 PT1069  HISTORY     - 1952     MONUMENTED       CGS
 PT1069  HISTORY     - 20130916 GOOD             INDIV
 PT1069
 PT1069                          STATION DESCRIPTION
 PT1069
 PT1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1069'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY AT THE CREST OF
 PT1069'A LOW HILL, ABOUT 7 MILES NORTH OF HAYS, AND IN SECTION 21,
 PT1069'T 6 N, R 26 E.  IT IS 32 FEET SOUTH OF THE CENTER OF A GRADED
 PT1069'DIRT ROAD, 6 FEET EAST-NORTHEAST OF A WITNESS POST, AND 3 FEET
 PT1069'NORTH OF A WIRE FENCE.
 PT1069'
 PT1069'TO REACH THE STATION FROM HAYS, GO WEST ON U.S. HIGHWAY NO. 14 FOR
 PT1069'0.6 MILE TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT, NORTH, ON A
 PT1069'GRADED DIRT ROAD FOR 6.9 MILES TO A CROSS ROAD.  THEN RIGHT,
 PT1069'EAST, ON A GRADED DIRT ROAD FOR 2.3 MILES TO THE AZIMUTH MARK
 PT1069'ON THE LEFT AS DESCRIBED.  CONTINUE EAST FOR 0.3 MILE TO THE
 PT1069'STATION ON THE RIGHT AS DESCRIBED.
 PT1069'
 PT1069'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PT1069'SAN 1952.
 PT1069'
 PT1069'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTER OF THE
 PT1069'GRADED DIRT ROAD, AND 3 FEET NORTH OF THE WIRE FENCE.  IT PROJECTS
 PT1069'5 INCHES, AND THE DISK IS STAMPED SAN NO 1 1952.
 PT1069'
 PT1069'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF THE
 PT1069'GRADED DIRT ROAD, AND 2 FEET NORTH OF THE WIRE FENCE.  IT
 PT1069'PROJECTS 8 INCHES, AND THE DISK IS STAMPED SAN NO 2 1952.
 PT1069'
 PT1069'THE AZIMUTH MARK IS 71 FEET NORTH OF THE NORTH EDGE OF A
 PT1069'CATTLE GUARD, 28 FEET NORTH OF THE CENTER OF THE GRADED DIRT
 PT1069'ROAD, 3 FEET EAST OF THE EAST GATE POST OF A WIRE GATE, AND 2
 PT1069'FEET EAST OF A WITNESS POST.  IT PROJECTS 6 INCHES, AND THE
 PT1069'DISK IS STAMPED SAN 1952.
 PT1069
 PT1069                          STATION RECOVERY (2013)
 PT1069
 PT1069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (RJT)
 PT1069'AZIMUTH RECOVERED ALSO
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0504 ***********************************************************************
 QT0504  DESIGNATION -  SAND
 QT0504  PID         -  QT0504
 QT0504  STATE/COUNTY-  SD/BUTTE
 QT0504  COUNTRY     -  US
 QT0504  USGS QUAD   -  PORTER CREEK (2017)
 QT0504
 QT0504                         *CURRENT SURVEY CONTROL
 QT0504  ______________________________________________________________________
 QT0504* NAD 83(1996) POSITION- 45 10 29.62918(N) 103 13 29.65657(W)   ADJUSTED
 QT0504* NAVD 88 ORTHO HEIGHT -   948.    (meters)     3110.    (feet) SCALED
 QT0504  ______________________________________________________________________
 QT0504  GEOID HEIGHT    -        -16.761 (meters)                     GEOID18
 QT0504  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 QT0504  HORZ ORDER      -  SECOND
 QT0504
 QT0504.The horizontal coordinates were established by classical geodetic methods
 QT0504.and adjusted by the National Geodetic Survey in January 1998.
 QT0504
 QT0504.The orthometric height was scaled from a topographic map.
 QT0504
 QT0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0504.GEOID18 height accuracy estimate available here.
 QT0504
 QT0504.Click photographs - Photos may exist for this station.
 QT0504
 QT0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0504
 QT0504. The following values were computed from the NAD 83(1996) position.
 QT0504
 QT0504;                    North         East     Units Scale Factor Converg.
 QT0504;SPC SD N     -   154,126.514   346,583.121   MT  0.99994144   -2 16 56.6
 QT0504;SPC SD N     -   505,663.40  1,137,081.46   sFT  0.99994144   -2 16 56.6
 QT0504;UTM  13      - 5,003,912.220   639,478.283   MT  0.99983921   +1 15 33.2
 QT0504
 QT0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0504!SPC SD N     -   0.99985394  x   0.99994144  =   0.99979539
 QT0504!UTM  13      -   0.99985394  x   0.99983921  =   0.99969318
 QT0504
 QT0504:                Primary Azimuth Mark                     Grid Az
 QT0504:SPC SD N     -  SAND AZ MK                               294 27 57.3
 QT0504:UTM  13      -  SAND AZ MK                               290 55 27.5
 QT0504
 QT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3947803912(NAD 83)
 QT0504
 QT0504|---------------------------------------------------------------------|
 QT0504| PID    Reference Object                     Distance      Geod. Az  |
 QT0504|                                                           dddmmss.s |
 QT0504| CQ9395 SAND RM 1                            10.077 METERS 26104     |
 QT0504| CQ9394 SAND AZ MK                                         2921100.7 |
 QT0504| CQ9396 SAND RM 2                            11.013 METERS 33555     |
 QT0504|---------------------------------------------------------------------|
 QT0504
 QT0504                          SUPERSEDED SURVEY CONTROL
 QT0504
 QT0504  NAD 83(1993)-  45 10 29.62279(N)    103 13 29.65291(W) AD(       ) 2
 QT0504  NAD 83(1986)-  45 10 29.61894(N)    103 13 29.65253(W) AD(       ) 2
 QT0504  NAD 27      -  45 10 29.65800(N)    103 13 28.00600(W) AD(       ) 2
 QT0504
 QT0504.Superseded values are not recommended for survey control.
 QT0504
 QT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0504.See file dsdata.pdf to determine how the superseded data were derived.
 QT0504
 QT0504_MARKER: DS = TRIANGULATION STATION DISK
 QT0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0504_STAMPING: SAND 1951
 QT0504_MARK LOGO: CGS
 QT0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0504+STABILITY: SURFACE MOTION
 QT0504
 QT0504  HISTORY     - Date     Condition        Report By
 QT0504  HISTORY     - 1951     MONUMENTED       CGS
 QT0504
 QT0504                          STATION DESCRIPTION
 QT0504
 QT0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCM)
 QT0504'THE STATION WAS BUILT IN 1951 BUT NOT OCCUPIED BY AN OBSERVING
 QT0504'PARTY.  IT IS LOCATED ABOUT 5 MILES NORTH AND 2-1/4 MILES
 QT0504'EAST OF HOOVER, IN THE NORTHEAST 1/4 OF SECTION 13, T 14 N,
 QT0504'R 7 E, ON A HIGH RIDGE THAT IS ABOUT 2 MILES SOUTH OF THE
 QT0504'BUTTE-HARDING COUNTY LINE, ON LAND OWNED BY MR. HOWARD SHERADAN,
 QT0504'75 FEET NORTHWEST OF THE SOUTHERLY END OF THE RIDGE, AND
 QT0504'7.5 FEET NORTHWEST OF A 4 X 4 IN WITNESS POST.
 QT0504'
 QT0504'TO REACH THE STATION FROM THE STORE AT HOOVER, GO NORTHERLY
 QT0504'1.0 MILE TO A T-INTERSECTION.  THEN RIGHT, EAST, FOR 2.25 MILES.
 QT0504'THEN LEFT, NORTHERLY FOR 3.85 MILES TO A BLADED ROAD ON THE
 QT0504'LEFT.  CONTINUE ON THE MAIN ROAD 0.2 MILE.  THEN RIGHT ON
 QT0504'A TRACK ROAD FOR 0.35 MILE.  THEN RIGHT, ACROSS PASTURE LAND
 QT0504'(SOUTHEAST) FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 QT0504'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A TRACK
 QT0504'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 QT0504'
 QT0504'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0504'SAND 1951.
 QT0504'
 QT0504'REFERENCE MARK NO. 1 IS ON THE WESTERLY SLOPE OF THE RIDGE.
 QT0504'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED SAND NO 1 1951.
 QT0504'
 QT0504'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 QT0504'6 INCHES, AND THE DISK IS STAMPED SAND NO 2 1951.
 QT0504'
 QT0504'THE AZIMUTH MARK IS 29 FEET SOUTHWEST OF THE CENTER OF A
 QT0504'TRACK ROAD, AND 4 FEET EAST OF A 4 X 4 IN WITNESS POST.
 QT0504'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED SAND 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0462 ***********************************************************************
 QT0462  DESIGNATION -  SANDHEI
 QT0462  PID         -  QT0462
 QT0462  STATE/COUNTY-  SD/PERKINS
 QT0462  COUNTRY     -  US
 QT0462  USGS QUAD   -  COW BUTTE NE (2017)
 QT0462
 QT0462                         *CURRENT SURVEY CONTROL
 QT0462  ______________________________________________________________________
 QT0462* NAD 83(1996) POSITION- 45 56 39.47956(N) 102 46 33.11382(W)   ADJUSTED
 QT0462* NAVD 88 ORTHO HEIGHT -   863.    (meters)     2831.    (feet) SCALED
 QT0462  ______________________________________________________________________
 QT0462  GEOID HEIGHT    -        -17.306 (meters)                     GEOID18
 QT0462  LAPLACE CORR    -         -6.24  (seconds)                    DEFLEC18
 QT0462  HORZ ORDER      -  SECOND
 QT0462
 QT0462.The horizontal coordinates were established by classical geodetic methods
 QT0462.and adjusted by the National Geodetic Survey in January 1998.
 QT0462
 QT0462.The orthometric height was scaled from a topographic map.
 QT0462
 QT0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0462.GEOID18 height accuracy estimate available here.
 QT0462
 QT0462.Click photographs - Photos may exist for this station.
 QT0462
 QT0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0462
 QT0462. The following values were computed from the NAD 83(1996) position.
 QT0462
 QT0462;                    North         East     Units Scale Factor Converg.
 QT0462;SPC SD N     -   238,280.768   384,785.761   MT  1.00006085   -1 57 52.5
 QT0462;SPC SD N     -   781,759.49  1,262,417.95   sFT  1.00006085   -1 57 52.5
 QT0462;UTM  13      - 5,090,264.093   672,391.283   MT  0.99996536   +1 35 55.7
 QT0462
 QT0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0462!SPC SD N     -   0.99986736  x   1.00006085  =   0.99992820
 QT0462!UTM  13      -   0.99986736  x   0.99996536  =   0.99983273
 QT0462
 QT0462:                Primary Azimuth Mark                     Grid Az
 QT0462:SPC SD N     -  SANDHEI AZ MK                            045 19 00.0
 QT0462:UTM  13      -  SANDHEI AZ MK                            041 45 11.8
 QT0462
 QT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7239190264(NAD 83)
 QT0462
 QT0462|---------------------------------------------------------------------|
 QT0462| PID    Reference Object                     Distance      Geod. Az  |
 QT0462|                                                           dddmmss.s |
 QT0462| CQ9397 SANDHEI AZ MK                                      0432107.5 |
 QT0462| CQ9398 SANDHEI RM 1                         24.634 METERS 21006     |
 QT0462| CQ9399 SANDHEI RM 2                         21.210 METERS 30111     |
 QT0462| QT0461 BOUNDARY MIPOST 299 1/2 ND SD       149.049 METERS 30658     |
 QT0462|---------------------------------------------------------------------|
 QT0462
 QT0462                          SUPERSEDED SURVEY CONTROL
 QT0462
 QT0462  NAD 83(1993)-  45 56 39.46747(N)    102 46 33.11246(W) AD(       ) 2
 QT0462  NAD 83(1986)-  45 56 39.46767(N)    102 46 33.11347(W) AD(       ) 2
 QT0462  NAD 27      -  45 56 39.43900(N)    102 46 31.55400(W) AD(       ) 2
 QT0462
 QT0462.Superseded values are not recommended for survey control.
 QT0462
 QT0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0462.See file dsdata.pdf to determine how the superseded data were derived.
 QT0462
 QT0462_MARKER: DS = TRIANGULATION STATION DISK
 QT0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0462_STAMPING: SANDHEI 1934
 QT0462_MARK LOGO: CGS
 QT0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0462+STABILITY: SURFACE MOTION
 QT0462
 QT0462  HISTORY     - Date     Condition        Report By
 QT0462  HISTORY     - 1934     MONUMENTED       CGS
 QT0462  HISTORY     - 1952     GOOD             CGS
 QT0462
 QT0462                          STATION DESCRIPTION
 QT0462
 QT0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0462'STATION IS LOCATED ABOUT 6.7 MILES W AND 4.0 MILES S OF HETTINGER,
 QT0462'NORTH DAKOTA IN NW 1/4 OF SEC. 21, T 128 N, R 11 E, ON PROPERTY
 QT0462'OF MR. SANDHEI.  MARK IS SET NEAR CENTER OF HIGH LEVEL PIECE
 QT0462'OF GROUND, 489 FEET SE OF MILEPOST 299 1/2.
 QT0462'
 QT0462'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0462'BRONZE DISKS SET IN CONCRETE.
 QT0462'
 QT0462'REFERENCE MARK NO. 1 IS 24.834 METERS (81.48 FEET) SSW OF
 QT0462'STATION.
 QT0462'
 QT0462'REFERENCE MARK NO. 2 IS 21.210 METERS (69.59 FEET) WNW OF
 QT0462'STATION.
 QT0462'
 QT0462'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NE OF STATION SET IN
 QT0462'E AND W FENCE LINE.
 QT0462'
 QT0462'STATION IS REACHED BY GOING W ON U.S. HIGHWAY 12 FROM
 QT0462'YELLOWSTONE HOTEL IN HETTINGER, 0.3 MILE, TURN RIGHT (N) AND
 QT0462'GO 0.1 MILE TO CROSSROADS, TURN LEFT (W) AND GO 7.0 MILES ON
 QT0462'GRADED DIRT ROAD TO SIGN SAYING, BUCYRUS 4.0 MILES N, HETTINGER
 QT0462'7.0 MILES E, TURN LEFT (S) 3.65 MILES TO FARMHOUSE, CONTINUE S
 QT0462'0.1 MILE TO GATE ON E SIDE OF ROAD JUST PAST SMALL BRIDGE, TURN
 QT0462'LEFT (E) THROUGH THIS GATE AND FOLLOW FENCE 0.1 MILE TO ANOTHER
 QT0462'GATE, TURN LEFT THROUGH GATE THEN RIGHT ALONG FENCE 0.2 MILE
 QT0462'TO LANE, TURN RIGHT INTO LANE AND GO 0.1 MILE, TURN LEFT
 QT0462'FOLLOW FENCE LINE 0.35 MILE E.  THEN TURN RIGHT AND GO S UP
 QT0462'THROUGH RAVINE 0.35 MILE TO STATION.
 QT0462'
 QT0462'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 QT0462
 QT0462                          STATION RECOVERY (1952)
 QT0462
 QT0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0462'THE STATION AND ALL THE MARKS WERE RECOVERED AS DESCRIBED.
 QT0462'
 QT0462'THE STATION WAS NOT OCCUPIED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0372 ***********************************************************************
 QT0372  DESIGNATION -  SANDSTONE
 QT0372  PID         -  QT0372
 QT0372  STATE/COUNTY-  SD/PERKINS
 QT0372  COUNTRY     -  US
 QT0372  USGS QUAD   -  LEMMON NE (2017)
 QT0372
 QT0372                         *CURRENT SURVEY CONTROL
 QT0372  ______________________________________________________________________
 QT0372* NAD 83(1996) POSITION- 45 54 15.12235(N) 102 03 39.36612(W)   ADJUSTED
 QT0372* NAVD 88 ORTHO HEIGHT -   849.5   (meters)     2787.    (feet) VERTCON3
 QT0372  ______________________________________________________________________
 QT0372  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 QT0372  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC18
 QT0372  HORZ ORDER      -  FIRST
 QT0372
 QT0372.The horizontal coordinates were established by classical geodetic methods
 QT0372.and adjusted by the National Geodetic Survey in January 1998.
 QT0372
 QT0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0372
 QT0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0372.GEOID18 height accuracy estimate available here.
 QT0372
 QT0372.Click photographs - Photos may exist for this station.
 QT0372
 QT0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0372
 QT0372. The following values were computed from the NAD 83(1996) position.
 QT0372
 QT0372;                    North         East     Units Scale Factor Converg.
 QT0372;SPC SD N     -   232,169.046   440,087.135   MT  1.00005013   -1 27 31.0
 QT0372;SPC SD N     -   761,707.95  1,443,852.54   sFT  1.00005013   -1 27 31.0
 QT0372;UTM  13      - 5,087,604.598   727,968.000   MT  1.00023894   +2 06 42.0
 QT0372;UTM  14      - 5,087,960.375   262,579.444   MT  1.00029303   -2 11 57.5
 QT0372
 QT0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0372!SPC SD N     -   0.99986984  x   1.00005013  =   0.99991997
 QT0372!UTM  13      -   0.99986984  x   1.00023894  =   1.00010875
 QT0372!UTM  14      -   0.99986984  x   1.00029303  =   1.00016284
 QT0372
 QT0372:                Primary Azimuth Mark                     Grid Az
 QT0372:SPC SD N     -  SANDSTONE AZ MK                          076 22 27.2
 QT0372:UTM  13      -  SANDSTONE AZ MK                          072 48 14.2
 QT0372:UTM  14      -  SANDSTONE AZ MK                          077 06 53.7
 QT0372
 QT0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2796787604(NAD 83)
 QT0372
 QT0372|---------------------------------------------------------------------|
 QT0372| PID    Reference Object                     Distance      Geod. Az  |
 QT0372|                                                           dddmmss.s |
 QT0372| CQ9400 SANDSTONE AZ MK                                    0745456.2 |
 QT0372| CQ9402 SANDSTONE RM 2                        7.932 METERS 12618     |
 QT0372| QT0381 LEMMON MUNICIPAL STANDPIPE          APPROX. 9.6 KM 2971023.0 |
 QT0372| QT0378 LEMMON SPENCER MEM PRESB CH         APPROX. 8.9 KM 2971810.8 |
 QT0372| QT0380 LEMMON AMERICAN LUTH CH SPIRE       APPROX. 8.9 KM 2975749.9 |
 QT0372| CQ9401 SANDSTONE RM 1                        5.193 METERS 35648     |
 QT0372|---------------------------------------------------------------------|
 QT0372
 QT0372                          SUPERSEDED SURVEY CONTROL
 QT0372
 QT0372  NAD 83(1986)-  45 54 15.11393(N)    102 03 39.36369(W) AD(       ) 1
 QT0372  NAD 27      -  45 54 15.10800(N)    102 03 37.82000(W) AD(       ) 1
 QT0372  NGVD 29 (07/19/86)  849.0    (m)         2785.     (f) VERT ANG       
 QT0372
 QT0372.Superseded values are not recommended for survey control.
 QT0372
 QT0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0372.See file dsdata.pdf to determine how the superseded data were derived.
 QT0372
 QT0372_MARKER: DS = TRIANGULATION STATION DISK
 QT0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0372_STAMPING: SANDSTONE 1951
 QT0372_MARK LOGO: CGS
 QT0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0372+STABILITY: SURFACE MOTION
 QT0372
 QT0372  HISTORY     - Date     Condition        Report By
 QT0372  HISTORY     - 1951     MONUMENTED       CGS
 QT0372  HISTORY     - 1952     GOOD             CGS
 QT0372
 QT0372                          STATION DESCRIPTION
 QT0372
 QT0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0372'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LEMMON, ABOUT
 QT0372'4 MILES SOUTHWEST OF THUNDER HAWK, ON THE SOUTHWESTERN AND
 QT0372'HIGHEST OF A GROUP OF HILLS IN PASTURE LAND, AND ON THE
 QT0372'HIGHEST POINT OF THE HILL ON WHICH IT IS LOCATED.
 QT0372'
 QT0372'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 QT0372'U.S. HIGHWAY 12 IN LEMMON, GO EAST ON HIGHWAY 12 FOR 5.0
 QT0372'MILES TO A CROSSROADS.  TURN RIGHT, SOUTH, AND GO 2.1 MILES
 QT0372'TO A T-INTERSECTION AND AZIMUTH MARK.  HERE TURN RIGHT, WEST,
 QT0372'AND GO 0.1 MILE TO WHERE THE MAIN TRAVELED ROAD TURNS SOUTH.
 QT0372'CONTINUE STRAIGHT AHEAD, WEST, ON GRASSLAND AT EDGE OF FIELD
 QT0372'AND GO 0.3 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 QT0372'WESTERLY FOR 0.1 MILE AND THEN SOUTHERLY FOR 0.1 MILE TO BASE
 QT0372'OF HILL AND THE END OF VEHICULAR TRAVEL.  PACK UP HILL TO THE
 QT0372'HIGHEST POINT AND STATION.
 QT0372'
 QT0372'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QT0372'SANDSTONE 1951.
 QT0372'
 QT0372'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES, AND THE DISK
 QT0372'IS STAMPED SANDSTONE NO 1 1951.
 QT0372'
 QT0372'REFERENCE MARK NO. 2 PROJECTS ABOUT 3 INCHES, AND THE DISK
 QT0372'IS STAMPED SANDSTONE NO 2 1951.
 QT0372'
 QT0372'AZIMUTH MARK IS 60 FEET NORTHWEST OF THE T-INTERSECTION MENTIONED
 QT0372'ABOVE, 17 FEET WEST OF A FENCE CORNER, AND 3 FEET SOUTH OF AN
 QT0372'EAST-WEST FENCE.  THE MARK PROJECTS ABOUT 7 INCHES, AND THE
 QT0372'DISK IS STAMPED SANDSTONE 1951.
 QT0372'
 QT0372'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0372'CONCRETE CYLINDERS.
 QT0372
 QT0372                          STATION RECOVERY (1952)
 QT0372
 QT0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0372'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0372'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1105 ***********************************************************************
 PT1105  DESIGNATION -  SANSARC
 PT1105  PID         -  PT1105
 PT1105  STATE/COUNTY-  SD/STANLEY
 PT1105  COUNTRY     -  US
 PT1105  USGS QUAD   -  SANSARC NE (2017)
 PT1105
 PT1105                         *CURRENT SURVEY CONTROL
 PT1105  ______________________________________________________________________
 PT1105* NAD 83(1996) POSITION- 44 40 21.84940(N) 101 00 59.30344(W)   ADJUSTED
 PT1105* NAVD 88 ORTHO HEIGHT -   638.89  (+/-2cm)     2096.1   (feet) VERTCON3
 PT1105  ______________________________________________________________________
 PT1105  GEOID HEIGHT    -        -21.995 (meters)                     GEOID18
 PT1105  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 PT1105  HORZ ORDER      -  SECOND
 PT1105  VERT ORDER      -  THIRD ? (See Below)
 PT1105
 PT1105.The horizontal coordinates were established by classical geodetic methods
 PT1105.and adjusted by the National Geodetic Survey in January 1998.
 PT1105
 PT1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1105
 PT1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1105.GEOID18 height accuracy estimate available here.
 PT1105
 PT1105.The vertical order pertains to the NGVD 29 superseded value.
 PT1105
 PT1105.Click photographs - Photos may exist for this station.
 PT1105
 PT1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1105
 PT1105. The following values were computed from the NAD 83(1996) position.
 PT1105
 PT1105;                    North         East     Units Scale Factor Converg.
 PT1105;SPC SD S     -   260,130.667   545,827.307   MT  1.00007661   -0 28 16.6
 PT1105;SPC SD S     -   853,445.36  1,790,768.42   sFT  1.00007661   -0 28 16.6
 PT1105;UTM  14      - 4,948,574.361   340,168.529   MT  0.99991415   -1 25 04.8
 PT1105
 PT1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1105!SPC SD S     -   0.99990329  x   1.00007661  =   0.99997989
 PT1105!UTM  14      -   0.99990329  x   0.99991415  =   0.99981744
 PT1105
 PT1105:                Primary Azimuth Mark                     Grid Az
 PT1105:SPC SD S     -  SANSARC AZ MK                            242 06 02.2
 PT1105:UTM  14      -  SANSARC AZ MK                            243 02 50.4
 PT1105
 PT1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4016848574(NAD 83)
 PT1105
 PT1105|---------------------------------------------------------------------|
 PT1105| PID    Reference Object                     Distance      Geod. Az  |
 PT1105|                                                           dddmmss.s |
 PT1105| PT1089 WEST ORTON SCHOOL CHIMNEY           APPROX.12.8 KM 0701929.6 |
 PT1105| PT1095 WEBB BROTHERS WINDMILL              APPROX.11.2 KM 0713701.3 |
 PT1105| CQ4863 SANSARC RM 1                         18.004 METERS 07836     |
 PT1105| CQ4864 SANSARC RM 2                         18.600 METERS 17742     |
 PT1105| CQ4862 SANSARC AZ MK                                      2413745.6 |
 PT1105| QS0878 PARADE BAGLEY GRAIN ELEVATOR        APPROX.39.8 KM 3500150.1 |
 PT1105|---------------------------------------------------------------------|
 PT1105
 PT1105                          SUPERSEDED SURVEY CONTROL
 PT1105
 PT1105  NAD 83(1986)-  44 40 21.84300(N)    101 00 59.30513(W) AD(       ) 2
 PT1105  NAD 27      -  44 40 21.90500(N)    101 00 57.76700(W) AD(       ) 2
 PT1105  NGVD 29             638.45   (m)         2094.6    (f) LEVELING    3  
 PT1105
 PT1105.Superseded values are not recommended for survey control.
 PT1105
 PT1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1105.See file dsdata.pdf to determine how the superseded data were derived.
 PT1105
 PT1105_MARKER: DB = BENCH MARK DISK
 PT1105_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT1105_STAMPING: SANSARC 1946
 PT1105_MARK LOGO: USGS
 PT1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1105
 PT1105  HISTORY     - Date     Condition        Report By
 PT1105  HISTORY     - 1946     MONUMENTED       USGS
 PT1105  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PT1105
 PT1105                          STATION DESCRIPTION
 PT1105
 PT1105'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 PT1105'THE STATION IS IN SECTION 6, T 8 N, R 26 E, ABOUT 20-3/4
 PT1105'MILES NORTH AND 1/4 MILE EAST OF HAYES, 3-3/4 MILES SOUTH
 PT1105'OF THE CHEYENNE RIVER, 2 MILES WEST OF SANSARC CREEK, 3 FEET
 PT1105'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND ON LAND
 PT1105'OWNED BY MR. EARL SUNSHINE OF PIERRE.
 PT1105'
 PT1105'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1105'STATE HIGHWAY 63 AT KELLARS CORNER (5 MILES WEST OF HAYES)
 PT1105'GO WEST AND NORTH ON STATE HIGHWAY 63 FOR 13.2 MILES TO A CROSS
 PT1105'ROAD, TURN RIGHT AND GO EAST ON THE MAIN GRADED DIRT ROAD
 PT1105'FOR 4 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT (NORTH)
 PT1105'AND FOLLOW THE MAIN ROAD FOR 3.3 MILES TO A Y-JUNCTION (JUST
 PT1105'AFTER CROSSING A CATTLE GUARD), TAKE THE RIGHT ROAD AND GO
 PT1105'FOR 0.25 MILE TO ANOTHER Y-JUNCTION, CONTINUE NORTHERLY ON
 PT1105'THE LEFT TRACK ROAD FOR 0.55 MILE TO A WIRE GATE ON THE RIGHT
 PT1105'IN A NORTH-SOUTH FENCE LINE, GO THROUGH GATE AND BEAR LEFT
 PT1105'(NORTHERLY) ON THE TRACK ROAD FOR 1.15 MILES TO ANOTHER
 PT1105'WIRE GATE IN A EAST-WEST FENCE LINE, GO THROUGH GATE AND
 PT1105'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 1.35 MILES TO A
 PT1105'GATE IN A NORTH-SOUTH FENCE LINE, GO THROUGH GATE AND
 PT1105'CONTINUE NORTHERLY ON TRACK ROAD FOR 0.95 MILE TO A CATTLE
 PT1105'GUARD, GO OVER AND CONTINUE ON TRACK ROAD FOR 0.7 MILES
 PT1105'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW,
 PT1105'CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.25 MILE
 PT1105'TO A Y-JUNCTION, GO NORTHEAST ON OPEN PASTURE LAND FOR
 PT1105'0.15 MILE TO THE STATION AS DESCRIBED.
 PT1105'
 PT1105'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PT1105'DISK SET IN THE TOP OF A 6 X 6-INCH SQUARE CONCRETE POST,
 PT1105'THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED SANSARC 1946.
 PT1105'
 PT1105'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1105'SANSARC USGS NO 1 1952.
 PT1105'
 PT1105'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1105'SANSARC USGS NO 2 1952.
 PT1105'
 PT1105'THE AZIMUTH MARK IS 45 FEET EAST OF THE CENTER OF THE TRACK
 PT1105'ROAD AND 4 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 PT1105'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED SANSARC
 PT1105'USGS 1952.
 PT1105'
 PT1105'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PT1105
 PT1105                          STATION RECOVERY (1976)
 PT1105
 PT1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PT1105'THE STATION MARK WAS FOUND IN POOR CONDITION PROJECTING 18-INCHES
 PT1105'ABOVE THE GROUND, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 PT1105'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE
 PT1105'REFERENCE MARKS CHECKED GOOD, BUT THE DIRECTION TO REFERENCE MARK
 PT1105'NO. 1 DIFFERED BY 3-MINUTES AND 40-SECONDS.  THE POSITION OF THE
 PT1105'STATION MARK WAS HELD AND THE MARK REMOVED, THERE WAS NO
 PT1105'UNDERGROUND STATION MARK.  A NEW UNDERGROUND STATION MARK WAS SET
 PT1105'4-FEET BELOW THE SURFACE AND A NEW SURFACE STATION MARK WAS
 PT1105'PLUMBED OVER IT.
 PT1105'
 PT1105'A NEW DESCRIPTION FOLLOWS--
 PT1105'
 PT1105'THE STATION IS LOCATED IN SEC. 6, T8N, R26E, ABOUT 21 MILES
 PT1105'NORTH OF HAYES, 6-1/2 MILES EAST OF STATE HIGHWAY 63, 3-3/4 MILES
 PT1105'SOUTH OF THE CHEYENNE RIVER, 2 MILES WEST OF SANSARC CREEK, 1/2
 PT1105'MILE SOUTH OF A RANCH HOUSE, ALONG A GRADED COUNTY ROAD, JUST NORTH
 PT1105'OF A 3-WAY ROAD INTERSECTION, ON PROPERTY OF THE NORMAN BROTHERS
 PT1105'RANCH.
 PT1105'
 PT1105'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN HAYES, GO WEST
 PT1105'ON U.S. HIGHWAY 14 AND STATE HIGHWAY 34 FOR 5.2 MILES TO THE
 PT1105'JUNCTION WITH U.S. HIGHWAY 63, GO WEST ON U.S. HIGHWAY 63 AND STATE
 PT1105'HIGHW 34 FOR 0.5 MILE TO WHERE HIGHWAY 63 TURNS NORTH, TURN
 PT1105'RIGHT AND GO NORTH ON HIGHWAY 63 FOR 13.1 MILES TO A FARM MUSEUM,
 PT1105'CONTINUE NORTH 4.0 MILES TO A SIDE ROAD RIGHT AND A SIGN, GAYLORD
 PT1105'NORMAN 2 MILES, TURN RIGHT AND GO EAST ON A GRADED ROAD 4.05
 PT1105'MILES TO A T ROAD, TURN LEFT AND GO NORTHEASTERLY ON A WINDING
 PT1105'GRADED ROAD FOR 4.5 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 PT1105'CONTINUE EAST 0.35 MILE TO THE 3-WAY ROAD INTERSECTION AND THE
 PT1105'STATION TO THE NORTH AS DESCRIBED.
 PT1105'
 PT1105'THE STATION MARK IS A STANDARD DISK STAMPED SANSARC USGS 1952 1976,
 PT1105'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PT1105'IT IS 294 FEET NORTH OF THE CENTER OF THE 3-WAY ROAD INTERSECTION,
 PT1105'AND 28 FEET WEST OF THE CENTER OF THE ROAD.
 PT1105'
 PT1105'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SANSARC USGS NO 1
 PT1105'1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT1105'6-INCHES.  IT IS 295 FEET NORTH OF THE CENTER OF THE 3-WAY ROAD
 PT1105'INTERSECTION, AND 33 FEET EAST OF THE CENTER OF THE ROAD.
 PT1105'
 PT1105'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SANSARC USGS NO 2
 PT1105'1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT1105'6-INCHES.  IT IS 233 FEET NORTH OF THE CENTER OF THE 3-WAY ROAD
 PT1105'INTERSECTION, AND 33 FEET WEST OF THE CENTER OF THE ROAD.
 PT1105'
 PT1105'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SANSARC USGS 1952, SET
 PT1105'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.
 PT1105'IT IS AT THE TOP EDGE OF THE ROAD BACKSLOPE, 84 FEET NORTHWEST OF A
 PT1105'TELEPHONE POLE, AND 45 FEET SOUTH OF THE CENTER OF THE ROAD.
 PT1105'
 PT1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 21 MILES
 PT1105'NORTH OF HAYES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0834 ***********************************************************************
 OT0834  DESIGNATION -  SBM
 OT0834  PID         -  OT0834
 OT0834  STATE/COUNTY-  SD/FALL RIVER
 OT0834  COUNTRY     -  US
 OT0834  USGS QUAD   -  WALLACE RANCH (2017)
 OT0834
 OT0834                         *CURRENT SURVEY CONTROL
 OT0834  ______________________________________________________________________
 OT0834* NAD 83(1986) POSITION- 43 00 07.     (N) 103 57 44.     (W)   SCALED
 OT0834* NAVD 88 ORTHO HEIGHT -  1153.240 (meters)     3783.59  (feet) ADJUSTED
 OT0834  ______________________________________________________________________
 OT0834  GEOID HEIGHT    -        -15.344 (meters)                     GEOID18
 OT0834  DYNAMIC HEIGHT  -       1152.689 (meters)     3781.78  (feet) COMP
 OT0834  MODELED GRAVITY -    980,102.5   (mgal)                       NAVD 88
 OT0834
 OT0834  VERT ORDER      -  THIRD
 OT0834
 OT0834.The horizontal coordinates were scaled from a map and have
 OT0834.an estimated accuracy of +/- 6 seconds.
 OT0834
 OT0834.The orthometric height was determined by differential leveling and
 OT0834.adjusted by the NATIONAL GEODETIC SURVEY
 OT0834.in June 1991.
 OT0834
 OT0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0834.GEOID18 height accuracy estimate available here.
 OT0834
 OT0834.Click photographs - Photos may exist for this station.
 OT0834
 OT0834.The dynamic height is computed by dividing the NAVD 88
 OT0834.geopotential number by the normal gravity value computed on the
 OT0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0834.degrees latitude (g = 980.6199 gals.).
 OT0834
 OT0834.The modeled gravity was interpolated from observed gravity values.
 OT0834
 OT0834;                    North         East    Units  Estimated Accuracy
 OT0834;SPC SD S     -    80,740.      304,210.      MT  (+/- 180 meters Scaled)
 OT0834
 OT0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH845615(NAD 83)
 OT0834
 OT0834                          SUPERSEDED SURVEY CONTROL
 OT0834
 OT0834.No superseded survey control is available for this station.
 OT0834
 OT0834_MARKER: Q = CHISELED SQUARE
 OT0834_SETTING: 66 = SET IN ROCK OUTCROP
 OT0834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0834+STABILITY: POSITION/ELEVATION WELL
 OT0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0834+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0834
 OT0834  HISTORY     - Date     Condition        Report By
 OT0834  HISTORY     - 1974     MONUMENTED       USGS
 OT0834
 OT0834                          STATION DESCRIPTION
 OT0834
 OT0834'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0834'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 17.8 MILES
 OT0834'SOUTHWEST AT STATE LINE MARKER 219, 63 FEET WEST OF TRACK ROAD, AT
 OT0834'EAST-WEST FENCE, TOP OF A GRANITE ROCK, 11 INCH X 11 INCH SQUARE, 3
 OT0834'FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0835 ***********************************************************************
 OT0835  DESIGNATION -  SBM
 OT0835  PID         -  OT0835
 OT0835  STATE/COUNTY-  SD/FALL RIVER
 OT0835  COUNTRY     -  US
 OT0835  USGS QUAD   -  ARDMORE (2017)
 OT0835
 OT0835                         *CURRENT SURVEY CONTROL
 OT0835  ______________________________________________________________________
 OT0835* NAD 83(1986) POSITION- 43 01 17.     (N) 103 40 55.     (W)   SCALED
 OT0835* NAVD 88 ORTHO HEIGHT -  1095.546 (meters)     3594.30  (feet) ADJUSTED
 OT0835  ______________________________________________________________________
 OT0835  GEOID HEIGHT    -        -15.948 (meters)                     GEOID18
 OT0835  DYNAMIC HEIGHT  -       1095.045 (meters)     3592.66  (feet) COMP
 OT0835  MODELED GRAVITY -    980,124.8   (mgal)                       NAVD 88
 OT0835
 OT0835  VERT ORDER      -  THIRD
 OT0835
 OT0835.The horizontal coordinates were scaled from a map and have
 OT0835.an estimated accuracy of +/- 6 seconds.
 OT0835
 OT0835.The orthometric height was determined by differential leveling and
 OT0835.adjusted by the NATIONAL GEODETIC SURVEY
 OT0835.in June 1991.
 OT0835
 OT0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0835.GEOID18 height accuracy estimate available here.
 OT0835
 OT0835.Click photographs - Photos may exist for this station.
 OT0835
 OT0835.The dynamic height is computed by dividing the NAVD 88
 OT0835.geopotential number by the normal gravity value computed on the
 OT0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0835.degrees latitude (g = 980.6199 gals.).
 OT0835
 OT0835.The modeled gravity was interpolated from observed gravity values.
 OT0835
 OT0835;                    North         East    Units  Estimated Accuracy
 OT0835;SPC SD S     -    81,940.      327,130.      MT  (+/- 180 meters Scaled)
 OT0835
 OT0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH073640(NAD 83)
 OT0835
 OT0835                          SUPERSEDED SURVEY CONTROL
 OT0835
 OT0835  NGVD 29 (??/??/92) 1095.00   (m)         3592.5    (f) COMPUTED    3 0
 OT0835
 OT0835.Superseded values are not recommended for survey control.
 OT0835
 OT0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0835.See file dsdata.pdf to determine how the superseded data were derived.
 OT0835
 OT0835_MARKER: I = METAL ROD
 OT0835_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0835+WITH SETTING: INFORMATION.
 OT0835_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0835+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0835
 OT0835  HISTORY     - Date     Condition        Report By
 OT0835  HISTORY     - 1974     MONUMENTED       USGS
 OT0835
 OT0835                          STATION DESCRIPTION
 OT0835
 OT0835'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0835'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 0.4 MILES WEST
 OT0835'ALONG GRADED DIRT ROAD, AT A FENCE CORNER, 31 FEET SOUTH OF THE ROAD,
 OT0835'AT A H GATE POST, REINFORCING ROD, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0836 ***********************************************************************
 OT0836  DESIGNATION -  SBM
 OT0836  PID         -  OT0836
 OT0836  STATE/COUNTY-  SD/FALL RIVER
 OT0836  COUNTRY     -  US
 OT0836  USGS QUAD   -  ARDMORE (2017)
 OT0836
 OT0836                         *CURRENT SURVEY CONTROL
 OT0836  ______________________________________________________________________
 OT0836* NAD 83(1986) POSITION- 43 01 31.     (N) 103 41 30.     (W)   SCALED
 OT0836* NAVD 88 ORTHO HEIGHT -  1113.264 (meters)     3652.43  (feet) ADJUSTED
 OT0836  ______________________________________________________________________
 OT0836  GEOID HEIGHT    -        -15.915 (meters)                     GEOID18
 OT0836  DYNAMIC HEIGHT  -       1112.754 (meters)     3650.76  (feet) COMP
 OT0836  MODELED GRAVITY -    980,123.4   (mgal)                       NAVD 88
 OT0836
 OT0836  VERT ORDER      -  THIRD
 OT0836
 OT0836.The horizontal coordinates were scaled from a map and have
 OT0836.an estimated accuracy of +/- 6 seconds.
 OT0836
 OT0836.The orthometric height was determined by differential leveling and
 OT0836.adjusted by the NATIONAL GEODETIC SURVEY
 OT0836.in June 1991.
 OT0836
 OT0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0836.GEOID18 height accuracy estimate available here.
 OT0836
 OT0836.Click photographs - Photos may exist for this station.
 OT0836
 OT0836.The dynamic height is computed by dividing the NAVD 88
 OT0836.geopotential number by the normal gravity value computed on the
 OT0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0836.degrees latitude (g = 980.6199 gals.).
 OT0836
 OT0836.The modeled gravity was interpolated from observed gravity values.
 OT0836
 OT0836;                    North         East    Units  Estimated Accuracy
 OT0836;SPC SD S     -    82,400.      326,360.      MT  (+/- 180 meters Scaled)
 OT0836
 OT0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH065644(NAD 83)
 OT0836
 OT0836                          SUPERSEDED SURVEY CONTROL
 OT0836
 OT0836  NGVD 29 (??/??/92) 1112.72   (m)         3650.6    (f) COMPUTED    3 0
 OT0836
 OT0836.Superseded values are not recommended for survey control.
 OT0836
 OT0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0836.See file dsdata.pdf to determine how the superseded data were derived.
 OT0836
 OT0836_MARKER: I = METAL ROD
 OT0836_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0836+WITH SETTING: INFORMATION.
 OT0836_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0836+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0836
 OT0836  HISTORY     - Date     Condition        Report By
 OT0836  HISTORY     - 1974     MONUMENTED       USGS
 OT0836
 OT0836                          STATION DESCRIPTION
 OT0836
 OT0836'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0836'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 1.7 MILES WEST
 OT0836'ALONG GRADED DIRT ROAD, 81 FEET NORTH OF THE CENTERLINE OF THE ROAD
 OT0836'AT A JOG IN A FENCE LINE, REINFORCING ROD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0837 ***********************************************************************
 OT0837  DESIGNATION -  SBM
 OT0837  PID         -  OT0837
 OT0837  STATE/COUNTY-  SD/FALL RIVER
 OT0837  COUNTRY     -  US
 OT0837  USGS QUAD   -  ARDMORE (2017)
 OT0837
 OT0837                         *CURRENT SURVEY CONTROL
 OT0837  ______________________________________________________________________
 OT0837* NAD 83(1986) POSITION- 43 01 17.     (N) 103 42 45.     (W)   SCALED
 OT0837* NAVD 88 ORTHO HEIGHT -  1144.999 (meters)     3756.55  (feet) ADJUSTED
 OT0837  ______________________________________________________________________
 OT0837  GEOID HEIGHT    -        -15.871 (meters)                     GEOID18
 OT0837  DYNAMIC HEIGHT  -       1144.469 (meters)     3754.81  (feet) COMP
 OT0837  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 OT0837
 OT0837  VERT ORDER      -  THIRD
 OT0837
 OT0837.The horizontal coordinates were scaled from a map and have
 OT0837.an estimated accuracy of +/- 6 seconds.
 OT0837
 OT0837.The orthometric height was determined by differential leveling and
 OT0837.adjusted by the NATIONAL GEODETIC SURVEY
 OT0837.in June 1991.
 OT0837
 OT0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0837.GEOID18 height accuracy estimate available here.
 OT0837
 OT0837.Click photographs - Photos may exist for this station.
 OT0837
 OT0837.The dynamic height is computed by dividing the NAVD 88
 OT0837.geopotential number by the normal gravity value computed on the
 OT0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0837.degrees latitude (g = 980.6199 gals.).
 OT0837
 OT0837.The modeled gravity was interpolated from observed gravity values.
 OT0837
 OT0837;                    North         East    Units  Estimated Accuracy
 OT0837;SPC SD S     -    82,040.      324,640.      MT  (+/- 180 meters Scaled)
 OT0837
 OT0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH049639(NAD 83)
 OT0837
 OT0837                          SUPERSEDED SURVEY CONTROL
 OT0837
 OT0837  NGVD 29 (??/??/92) 1144.44   (m)         3754.7    (f) COMPUTED    3 0
 OT0837
 OT0837.Superseded values are not recommended for survey control.
 OT0837
 OT0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0837.See file dsdata.pdf to determine how the superseded data were derived.
 OT0837
 OT0837_MARKER: I = METAL ROD
 OT0837_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0837+WITH SETTING: INFORMATION.
 OT0837_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0837+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0837
 OT0837  HISTORY     - Date     Condition        Report By
 OT0837  HISTORY     - 1974     MONUMENTED       USGS
 OT0837
 OT0837                          STATION DESCRIPTION
 OT0837
 OT0837'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0837'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 3.0 MILES WEST
 OT0837'ALONG GRADED DIRT ROAD TO A BEND IN THE ROAD, AT A T-JUNCTION WITH A
 OT0837'ROAD SOUTHEAST, AT AN EAST GATE POST, 40 FEET SOUTH OF THE ROAD AND 9
 OT0837'FEET EAST OF THE CENTER OF THE GATE, REINFORCING ROD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0838 ***********************************************************************
 OT0838  DESIGNATION -  SBM
 OT0838  PID         -  OT0838
 OT0838  STATE/COUNTY-  SD/FALL RIVER
 OT0838  COUNTRY     -  US
 OT0838  USGS QUAD   -  ARDMORE (2017)
 OT0838
 OT0838                         *CURRENT SURVEY CONTROL
 OT0838  ______________________________________________________________________
 OT0838* NAD 83(1986) POSITION- 43 01 18.     (N) 103 43 13.     (W)   SCALED
 OT0838* NAVD 88 ORTHO HEIGHT -  1145.977 (meters)     3759.76  (feet) ADJUSTED
 OT0838  ______________________________________________________________________
 OT0838  GEOID HEIGHT    -        -15.852 (meters)                     GEOID18
 OT0838  DYNAMIC HEIGHT  -       1145.447 (meters)     3758.02  (feet) COMP
 OT0838  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 OT0838
 OT0838  VERT ORDER      -  THIRD
 OT0838
 OT0838.The horizontal coordinates were scaled from a map and have
 OT0838.an estimated accuracy of +/- 6 seconds.
 OT0838
 OT0838.The orthometric height was determined by differential leveling and
 OT0838.adjusted by the NATIONAL GEODETIC SURVEY
 OT0838.in June 1991.
 OT0838
 OT0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0838.GEOID18 height accuracy estimate available here.
 OT0838
 OT0838.Click photographs - Photos may exist for this station.
 OT0838
 OT0838.The dynamic height is computed by dividing the NAVD 88
 OT0838.geopotential number by the normal gravity value computed on the
 OT0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0838.degrees latitude (g = 980.6199 gals.).
 OT0838
 OT0838.The modeled gravity was interpolated from observed gravity values.
 OT0838
 OT0838;                    North         East    Units  Estimated Accuracy
 OT0838;SPC SD S     -    82,100.      324,010.      MT  (+/- 180 meters Scaled)
 OT0838
 OT0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH042640(NAD 83)
 OT0838
 OT0838                          SUPERSEDED SURVEY CONTROL
 OT0838
 OT0838  NGVD 29 (??/??/92) 1145.42   (m)         3757.9    (f) COMPUTED    3 0
 OT0838
 OT0838.Superseded values are not recommended for survey control.
 OT0838
 OT0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0838.See file dsdata.pdf to determine how the superseded data were derived.
 OT0838
 OT0838_MARKER: I = METAL ROD
 OT0838_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0838+WITH SETTING: INFORMATION.
 OT0838_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0838+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0838
 OT0838  HISTORY     - Date     Condition        Report By
 OT0838  HISTORY     - 1974     MONUMENTED       USGS
 OT0838
 OT0838                          STATION DESCRIPTION
 OT0838
 OT0838'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0838'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 3.3 MILES WEST
 OT0838'ALONG GRADED DIRT ROAD TO A BEND IN THE ROAD, 38 FEET NORTH OF THE
 OT0838'ROAD, AT A T-FENCE NORTH, REINFORCING ROD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0839 ***********************************************************************
 OT0839  DESIGNATION -  SBM
 OT0839  PID         -  OT0839
 OT0839  STATE/COUNTY-  SD/FALL RIVER
 OT0839  COUNTRY     -  US
 OT0839  USGS QUAD   -  ARDMORE (2017)
 OT0839
 OT0839                         *CURRENT SURVEY CONTROL
 OT0839  ______________________________________________________________________
 OT0839* NAD 83(1986) POSITION- 43 01 18.     (N) 103 43 46.     (W)   SCALED
 OT0839* NAVD 88 ORTHO HEIGHT -  1151.732 (meters)     3778.64  (feet) ADJUSTED
 OT0839  ______________________________________________________________________
 OT0839  GEOID HEIGHT    -        -15.831 (meters)                     GEOID18
 OT0839  DYNAMIC HEIGHT  -       1151.199 (meters)     3776.89  (feet) COMP
 OT0839  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 OT0839
 OT0839  VERT ORDER      -  THIRD
 OT0839
 OT0839.The horizontal coordinates were scaled from a map and have
 OT0839.an estimated accuracy of +/- 6 seconds.
 OT0839
 OT0839.The orthometric height was determined by differential leveling and
 OT0839.adjusted by the NATIONAL GEODETIC SURVEY
 OT0839.in June 1991.
 OT0839
 OT0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0839.GEOID18 height accuracy estimate available here.
 OT0839
 OT0839.Click photographs - Photos may exist for this station.
 OT0839
 OT0839.The dynamic height is computed by dividing the NAVD 88
 OT0839.geopotential number by the normal gravity value computed on the
 OT0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0839.degrees latitude (g = 980.6199 gals.).
 OT0839
 OT0839.The modeled gravity was interpolated from observed gravity values.
 OT0839
 OT0839;                    North         East    Units  Estimated Accuracy
 OT0839;SPC SD S     -    82,130.      323,260.      MT  (+/- 180 meters Scaled)
 OT0839
 OT0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH035640(NAD 83)
 OT0839
 OT0839                          SUPERSEDED SURVEY CONTROL
 OT0839
 OT0839  NGVD 29 (??/??/92) 1151.18   (m)         3776.8    (f) COMPUTED    3 0
 OT0839
 OT0839.Superseded values are not recommended for survey control.
 OT0839
 OT0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0839.See file dsdata.pdf to determine how the superseded data were derived.
 OT0839
 OT0839_MARKER: I = METAL ROD
 OT0839_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0839+WITH SETTING: INFORMATION.
 OT0839_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0839+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0839
 OT0839  HISTORY     - Date     Condition        Report By
 OT0839  HISTORY     - 1974     MONUMENTED       USGS
 OT0839
 OT0839                          STATION DESCRIPTION
 OT0839
 OT0839'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0839'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 3.8 MILES WEST
 OT0839'ALONG GRADED DIRT ROAD TO A BEND IN THE ROAD, AT A NORTH RIGHT-OF-WAY
 OT0839'FENCE, AT A DRAIN, REINFORCING ROD, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0840 ***********************************************************************
 OT0840  DESIGNATION -  SBM
 OT0840  PID         -  OT0840
 OT0840  STATE/COUNTY-  SD/FALL RIVER
 OT0840  COUNTRY     -  US
 OT0840  USGS QUAD   -  ARDMORE (2017)
 OT0840
 OT0840                         *CURRENT SURVEY CONTROL
 OT0840  ______________________________________________________________________
 OT0840* NAD 83(1986) POSITION- 43 01 10.     (N) 103 44 16.     (W)   SCALED
 OT0840* NAVD 88 ORTHO HEIGHT -  1156.881 (meters)     3795.53  (feet) ADJUSTED
 OT0840  ______________________________________________________________________
 OT0840  GEOID HEIGHT    -        -15.815 (meters)                     GEOID18
 OT0840  DYNAMIC HEIGHT  -       1156.346 (meters)     3793.78  (feet) COMP
 OT0840  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 OT0840
 OT0840  VERT ORDER      -  THIRD
 OT0840
 OT0840.The horizontal coordinates were scaled from a map and have
 OT0840.an estimated accuracy of +/- 6 seconds.
 OT0840
 OT0840.The orthometric height was determined by differential leveling and
 OT0840.adjusted by the NATIONAL GEODETIC SURVEY
 OT0840.in June 1991.
 OT0840
 OT0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0840.GEOID18 height accuracy estimate available here.
 OT0840
 OT0840.Click photographs - Photos may exist for this station.
 OT0840
 OT0840.The dynamic height is computed by dividing the NAVD 88
 OT0840.geopotential number by the normal gravity value computed on the
 OT0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0840.degrees latitude (g = 980.6199 gals.).
 OT0840
 OT0840.The modeled gravity was interpolated from observed gravity values.
 OT0840
 OT0840;                    North         East    Units  Estimated Accuracy
 OT0840;SPC SD S     -    81,910.      322,570.      MT  (+/- 180 meters Scaled)
 OT0840
 OT0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH028637(NAD 83)
 OT0840
 OT0840                          SUPERSEDED SURVEY CONTROL
 OT0840
 OT0840  NGVD 29 (??/??/92) 1156.32   (m)         3793.7    (f) COMPUTED    3 0
 OT0840
 OT0840.Superseded values are not recommended for survey control.
 OT0840
 OT0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0840.See file dsdata.pdf to determine how the superseded data were derived.
 OT0840
 OT0840_MARKER: I = METAL ROD
 OT0840_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0840+WITH SETTING: INFORMATION.
 OT0840_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0840+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0840
 OT0840  HISTORY     - Date     Condition        Report By
 OT0840  HISTORY     - 1974     MONUMENTED       USGS
 OT0840
 OT0840                          STATION DESCRIPTION
 OT0840
 OT0840'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0840'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 4.3 MILES WEST
 OT0840'ALONG GRADED DIRT ROAD TO A BEND IN THE ROAD, AT A CURVE IN THE ROAD
 OT0840'FROM NORTH-SOUTH TO EAST-WEST, ON THE SOUTHEAST CORNER OF AN
 OT0840'INTERSECTION, AT A JOG IN A FENCE, REINFORCING ROD, UE PAINTED FENCE
 OT0840'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0841 ***********************************************************************
 OT0841  DESIGNATION -  SBM
 OT0841  PID         -  OT0841
 OT0841  STATE/COUNTY-  SD/FALL RIVER
 OT0841  COUNTRY     -  US
 OT0841  USGS QUAD   -  ARDMORE (2017)
 OT0841
 OT0841                         *CURRENT SURVEY CONTROL
 OT0841  ______________________________________________________________________
 OT0841* NAD 83(1986) POSITION- 43 01 19.     (N) 103 44 58.     (W)   SCALED
 OT0841* NAVD 88 ORTHO HEIGHT -  1161.102 (meters)     3809.38  (feet) ADJUSTED
 OT0841  ______________________________________________________________________
 OT0841  GEOID HEIGHT    -        -15.784 (meters)                     GEOID18
 OT0841  DYNAMIC HEIGHT  -       1160.565 (meters)     3807.62  (feet) COMP
 OT0841  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 OT0841
 OT0841  VERT ORDER      -  THIRD
 OT0841
 OT0841.The horizontal coordinates were scaled from a map and have
 OT0841.an estimated accuracy of +/- 6 seconds.
 OT0841
 OT0841.The orthometric height was determined by differential leveling and
 OT0841.adjusted by the NATIONAL GEODETIC SURVEY
 OT0841.in June 1991.
 OT0841
 OT0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0841.GEOID18 height accuracy estimate available here.
 OT0841
 OT0841.Click photographs - Photos may exist for this station.
 OT0841
 OT0841.The dynamic height is computed by dividing the NAVD 88
 OT0841.geopotential number by the normal gravity value computed on the
 OT0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0841.degrees latitude (g = 980.6199 gals.).
 OT0841
 OT0841.The modeled gravity was interpolated from observed gravity values.
 OT0841
 OT0841;                    North         East    Units  Estimated Accuracy
 OT0841;SPC SD S     -    82,220.      321,640.      MT  (+/- 180 meters Scaled)
 OT0841
 OT0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH018640(NAD 83)
 OT0841
 OT0841                          SUPERSEDED SURVEY CONTROL
 OT0841
 OT0841  NGVD 29 (??/??/92) 1160.55   (m)         3807.6    (f) COMPUTED    3 0
 OT0841
 OT0841.Superseded values are not recommended for survey control.
 OT0841
 OT0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0841.See file dsdata.pdf to determine how the superseded data were derived.
 OT0841
 OT0841_MARKER: I = METAL ROD
 OT0841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0841+WITH SETTING: INFORMATION.
 OT0841_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0841+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0841
 OT0841  HISTORY     - Date     Condition        Report By
 OT0841  HISTORY     - 1974     MONUMENTED       USGS
 OT0841
 OT0841                          STATION DESCRIPTION
 OT0841
 OT0841'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0841'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 4.9 MILES WEST
 OT0841'ALONG GRADED DIRT ROAD TO A SOUTHEAST ROAD, ON THE SOUTH SIDE OF THE
 OT0841'ROAD, AT A T-FENCE SOUTH, 1/2 FEET NORTH THE FENCE CORNER,
 OT0841'REINFORCING ROD, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0842 ***********************************************************************
 OT0842  DESIGNATION -  SBM
 OT0842  PID         -  OT0842
 OT0842  STATE/COUNTY-  SD/FALL RIVER
 OT0842  COUNTRY     -  US
 OT0842  USGS QUAD   -  CROWE DAM (2017)
 OT0842
 OT0842                         *CURRENT SURVEY CONTROL
 OT0842  ______________________________________________________________________
 OT0842* NAD 83(1986) POSITION- 43 01 30.     (N) 103 45 26.     (W)   SCALED
 OT0842* NAVD 88 ORTHO HEIGHT -  1164.214 (meters)     3819.59  (feet) ADJUSTED
 OT0842  ______________________________________________________________________
 OT0842  GEOID HEIGHT    -        -15.761 (meters)                     GEOID18
 OT0842  DYNAMIC HEIGHT  -       1163.676 (meters)     3817.83  (feet) COMP
 OT0842  MODELED GRAVITY -    980,117.5   (mgal)                       NAVD 88
 OT0842
 OT0842  VERT ORDER      -  THIRD
 OT0842
 OT0842.The horizontal coordinates were scaled from a map and have
 OT0842.an estimated accuracy of +/- 6 seconds.
 OT0842
 OT0842.The orthometric height was determined by differential leveling and
 OT0842.adjusted by the NATIONAL GEODETIC SURVEY
 OT0842.in June 1991.
 OT0842
 OT0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0842.GEOID18 height accuracy estimate available here.
 OT0842
 OT0842.Click photographs - Photos may exist for this station.
 OT0842
 OT0842.The dynamic height is computed by dividing the NAVD 88
 OT0842.geopotential number by the normal gravity value computed on the
 OT0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0842.degrees latitude (g = 980.6199 gals.).
 OT0842
 OT0842.The modeled gravity was interpolated from observed gravity values.
 OT0842
 OT0842;                    North         East    Units  Estimated Accuracy
 OT0842;SPC SD S     -    82,590.      321,020.      MT  (+/- 180 meters Scaled)
 OT0842
 OT0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH012643(NAD 83)
 OT0842
 OT0842                          SUPERSEDED SURVEY CONTROL
 OT0842
 OT0842  NGVD 29 (??/??/92) 1163.66   (m)         3817.8    (f) COMPUTED    3 0
 OT0842
 OT0842.Superseded values are not recommended for survey control.
 OT0842
 OT0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0842.See file dsdata.pdf to determine how the superseded data were derived.
 OT0842
 OT0842_MARKER: I = METAL ROD
 OT0842_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0842+WITH SETTING: INFORMATION.
 OT0842_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0842+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0842
 OT0842  HISTORY     - Date     Condition        Report By
 OT0842  HISTORY     - 1974     MONUMENTED       USGS
 OT0842
 OT0842                          STATION DESCRIPTION
 OT0842
 OT0842'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0842'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 5.4 MILES WEST
 OT0842'ALONG GRADED DIRT ROAD AT A BEND IN THE ROAD, 41 FEET NORTH OF THE
 OT0842'CENTERLINE OF THE ROAD, AT A WEST GATE POST, REINFORCING ROD, UE
 OT0842'PAINTED GATE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0843 ***********************************************************************
 OT0843  DESIGNATION -  SBM
 OT0843  PID         -  OT0843
 OT0843  STATE/COUNTY-  SD/FALL RIVER
 OT0843  COUNTRY     -  US
 OT0843  USGS QUAD   -  CROWE DAM (2017)
 OT0843
 OT0843                         *CURRENT SURVEY CONTROL
 OT0843  ______________________________________________________________________
 OT0843* NAD 83(1986) POSITION- 43 01 36.     (N) 103 46 09.     (W)   SCALED
 OT0843* NAVD 88 ORTHO HEIGHT -  1165.101 (meters)     3822.50  (feet) ADJUSTED
 OT0843  ______________________________________________________________________
 OT0843  GEOID HEIGHT    -        -15.731 (meters)                     GEOID18
 OT0843  DYNAMIC HEIGHT  -       1164.562 (meters)     3820.73  (feet) COMP
 OT0843  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 OT0843
 OT0843  VERT ORDER      -  THIRD
 OT0843
 OT0843.The horizontal coordinates were scaled from a map and have
 OT0843.an estimated accuracy of +/- 6 seconds.
 OT0843
 OT0843.The orthometric height was determined by differential leveling and
 OT0843.adjusted by the NATIONAL GEODETIC SURVEY
 OT0843.in June 1991.
 OT0843
 OT0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0843.GEOID18 height accuracy estimate available here.
 OT0843
 OT0843.Click photographs - Photos may exist for this station.
 OT0843
 OT0843.The dynamic height is computed by dividing the NAVD 88
 OT0843.geopotential number by the normal gravity value computed on the
 OT0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0843.degrees latitude (g = 980.6199 gals.).
 OT0843
 OT0843.The modeled gravity was interpolated from observed gravity values.
 OT0843
 OT0843;                    North         East    Units  Estimated Accuracy
 OT0843;SPC SD S     -    82,820.      320,050.      MT  (+/- 180 meters Scaled)
 OT0843
 OT0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH002645(NAD 83)
 OT0843
 OT0843                          SUPERSEDED SURVEY CONTROL
 OT0843
 OT0843.No superseded survey control is available for this station.
 OT0843
 OT0843_MARKER: I = METAL ROD
 OT0843_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0843+WITH SETTING: INFORMATION.
 OT0843_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0843+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0843
 OT0843  HISTORY     - Date     Condition        Report By
 OT0843  HISTORY     - 1974     MONUMENTED       USGS
 OT0843
 OT0843                          STATION DESCRIPTION
 OT0843
 OT0843'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0843'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 6.1 MILES WEST
 OT0843'ALONG GRADED DIRT ROAD, ON THE NORTH SIDE OF THE ROAD, AT A T-FENCE
 OT0843'NORTH, REINFORCING ROD, UE PAINTED GATE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0844 ***********************************************************************
 OT0844  DESIGNATION -  SBM
 OT0844  PID         -  OT0844
 OT0844  STATE/COUNTY-  SD/FALL RIVER
 OT0844  COUNTRY     -  US
 OT0844  USGS QUAD   -  CROWE DAM (2017)
 OT0844
 OT0844                         *CURRENT SURVEY CONTROL
 OT0844  ______________________________________________________________________
 OT0844* NAD 83(1986) POSITION- 43 01 45.     (N) 103 47 00.     (W)   SCALED
 OT0844* NAVD 88 ORTHO HEIGHT -  1167.651 (meters)     3830.87  (feet) ADJUSTED
 OT0844  ______________________________________________________________________
 OT0844  GEOID HEIGHT    -        -15.696 (meters)                     GEOID18
 OT0844  DYNAMIC HEIGHT  -       1167.111 (meters)     3829.10  (feet) COMP
 OT0844  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 OT0844
 OT0844  VERT ORDER      -  THIRD
 OT0844
 OT0844.The horizontal coordinates were scaled from a map and have
 OT0844.an estimated accuracy of +/- 6 seconds.
 OT0844
 OT0844.The orthometric height was determined by differential leveling and
 OT0844.adjusted by the NATIONAL GEODETIC SURVEY
 OT0844.in June 1991.
 OT0844
 OT0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0844.GEOID18 height accuracy estimate available here.
 OT0844
 OT0844.Click photographs - Photos may exist for this station.
 OT0844
 OT0844.The dynamic height is computed by dividing the NAVD 88
 OT0844.geopotential number by the normal gravity value computed on the
 OT0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0844.degrees latitude (g = 980.6199 gals.).
 OT0844
 OT0844.The modeled gravity was interpolated from observed gravity values.
 OT0844
 OT0844;                    North         East    Units  Estimated Accuracy
 OT0844;SPC SD S     -    83,140.      318,910.      MT  (+/- 180 meters Scaled)
 OT0844
 OT0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH991647(NAD 83)
 OT0844
 OT0844                          SUPERSEDED SURVEY CONTROL
 OT0844
 OT0844.No superseded survey control is available for this station.
 OT0844
 OT0844_MARKER: I = METAL ROD
 OT0844_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0844+WITH SETTING: INFORMATION.
 OT0844_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0844+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0844
 OT0844  HISTORY     - Date     Condition        Report By
 OT0844  HISTORY     - 1974     MONUMENTED       USGS
 OT0844
 OT0844                          STATION DESCRIPTION
 OT0844
 OT0844'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0844'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 6.9 MILES WEST
 OT0844'ALONG GRADED DIRT ROAD, AT A RIGHT-OF-WAY FENCE, AT A CUT TO THE
 OT0844'SOUTH, 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD AT A RIGHT-OF-WAY
 OT0844'FENCE, REINFORCING ROD, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0845 ***********************************************************************
 OT0845  DESIGNATION -  SBM
 OT0845  PID         -  OT0845
 OT0845  STATE/COUNTY-  SD/FALL RIVER
 OT0845  COUNTRY     -  US
 OT0845  USGS QUAD   -  CROWE DAM (2017)
 OT0845
 OT0845                         *CURRENT SURVEY CONTROL
 OT0845  ______________________________________________________________________
 OT0845* NAD 83(1986) POSITION- 43 01 57.     (N) 103 47 38.     (W)   SCALED
 OT0845* NAVD 88 ORTHO HEIGHT -  1168.018 (meters)     3832.07  (feet) ADJUSTED
 OT0845  ______________________________________________________________________
 OT0845  GEOID HEIGHT    -        -15.667 (meters)                     GEOID18
 OT0845  DYNAMIC HEIGHT  -       1167.478 (meters)     3830.30  (feet) COMP
 OT0845  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 OT0845
 OT0845  VERT ORDER      -  THIRD
 OT0845
 OT0845.The horizontal coordinates were scaled from a map and have
 OT0845.an estimated accuracy of +/- 6 seconds.
 OT0845
 OT0845.The orthometric height was determined by differential leveling and
 OT0845.adjusted by the NATIONAL GEODETIC SURVEY
 OT0845.in June 1991.
 OT0845
 OT0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0845.GEOID18 height accuracy estimate available here.
 OT0845
 OT0845.Click photographs - Photos may exist for this station.
 OT0845
 OT0845.The dynamic height is computed by dividing the NAVD 88
 OT0845.geopotential number by the normal gravity value computed on the
 OT0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0845.degrees latitude (g = 980.6199 gals.).
 OT0845
 OT0845.The modeled gravity was interpolated from observed gravity values.
 OT0845
 OT0845;                    North         East    Units  Estimated Accuracy
 OT0845;SPC SD S     -    83,550.      318,070.      MT  (+/- 180 meters Scaled)
 OT0845
 OT0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH982651(NAD 83)
 OT0845
 OT0845                          SUPERSEDED SURVEY CONTROL
 OT0845
 OT0845.No superseded survey control is available for this station.
 OT0845
 OT0845_MARKER: I = METAL ROD
 OT0845_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0845+WITH SETTING: INFORMATION.
 OT0845_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0845+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0845
 OT0845  HISTORY     - Date     Condition        Report By
 OT0845  HISTORY     - 1974     MONUMENTED       USGS
 OT0845
 OT0845                          STATION DESCRIPTION
 OT0845
 OT0845'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0845'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 7.4 MILES WEST
 OT0845'ALONG GRADED DIRT ROAD, 45 FEET NORTH OF A CURVE IN THE ROAD, AT A
 OT0845'JOG IN A RIGHT-OF-WAY FENCE LINE, REINFORCING ROD, UE PAINTED FENCE
 OT0845'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0846 ***********************************************************************
 OT0846  DESIGNATION -  SBM
 OT0846  PID         -  OT0846
 OT0846  STATE/COUNTY-  SD/FALL RIVER
 OT0846  COUNTRY     -  US
 OT0846  USGS QUAD   -  CROWE DAM (2017)
 OT0846
 OT0846                         *CURRENT SURVEY CONTROL
 OT0846  ______________________________________________________________________
 OT0846* NAD 83(1986) POSITION- 43 01 49.     (N) 103 48 28.     (W)   SCALED
 OT0846* NAVD 88 ORTHO HEIGHT -  1157.218 (meters)     3796.64  (feet) ADJUSTED
 OT0846  ______________________________________________________________________
 OT0846  GEOID HEIGHT    -        -15.640 (meters)                     GEOID18
 OT0846  DYNAMIC HEIGHT  -       1156.681 (meters)     3794.88  (feet) COMP
 OT0846  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 OT0846
 OT0846  VERT ORDER      -  THIRD
 OT0846
 OT0846.The horizontal coordinates were scaled from a map and have
 OT0846.an estimated accuracy of +/- 6 seconds.
 OT0846
 OT0846.The orthometric height was determined by differential leveling and
 OT0846.adjusted by the NATIONAL GEODETIC SURVEY
 OT0846.in June 1991.
 OT0846
 OT0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0846.GEOID18 height accuracy estimate available here.
 OT0846
 OT0846.Click photographs - Photos may exist for this station.
 OT0846
 OT0846.The dynamic height is computed by dividing the NAVD 88
 OT0846.geopotential number by the normal gravity value computed on the
 OT0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0846.degrees latitude (g = 980.6199 gals.).
 OT0846
 OT0846.The modeled gravity was interpolated from observed gravity values.
 OT0846
 OT0846;                    North         East    Units  Estimated Accuracy
 OT0846;SPC SD S     -    83,350.      316,920.      MT  (+/- 180 meters Scaled)
 OT0846
 OT0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH971648(NAD 83)
 OT0846
 OT0846                          SUPERSEDED SURVEY CONTROL
 OT0846
 OT0846.No superseded survey control is available for this station.
 OT0846
 OT0846_MARKER: X = CHISELED CROSS
 OT0846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0846_SP_SET: CULVERT HEADWALL
 OT0846_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0846+STABILITY: SURFACE MOTION
 OT0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0846+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0846
 OT0846  HISTORY     - Date     Condition        Report By
 OT0846  HISTORY     - 1974     MONUMENTED       USGS
 OT0846
 OT0846                          STATION DESCRIPTION
 OT0846
 OT0846'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0846'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 8.2 MILES WEST
 OT0846'ALONG GRADED DIRT ROAD, 41 FEET NORTH OF THE ROAD AND 4.6 FEET LOWER
 OT0846'THAN THE CENTERLINE OF THE ROAD, ON THE NORTH END OF A 36 INCH STEEL
 OT0846'CULVERT, CHISLED CROSS, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0847 ***********************************************************************
 OT0847  DESIGNATION -  SBM
 OT0847  PID         -  OT0847
 OT0847  STATE/COUNTY-  SD/FALL RIVER
 OT0847  COUNTRY     -  US
 OT0847  USGS QUAD   -  CROWE DAM (2017)
 OT0847
 OT0847                         *CURRENT SURVEY CONTROL
 OT0847  ______________________________________________________________________
 OT0847* NAD 83(1986) POSITION- 43 01 44.     (N) 103 49 03.     (W)   SCALED
 OT0847* NAVD 88 ORTHO HEIGHT -  1151.209 (meters)     3776.92  (feet) ADJUSTED
 OT0847  ______________________________________________________________________
 OT0847  GEOID HEIGHT    -        -15.621 (meters)                     GEOID18
 OT0847  DYNAMIC HEIGHT  -       1150.674 (meters)     3775.17  (feet) COMP
 OT0847  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 OT0847
 OT0847  VERT ORDER      -  THIRD
 OT0847
 OT0847.The horizontal coordinates were scaled from a map and have
 OT0847.an estimated accuracy of +/- 6 seconds.
 OT0847
 OT0847.The orthometric height was determined by differential leveling and
 OT0847.adjusted by the NATIONAL GEODETIC SURVEY
 OT0847.in June 1991.
 OT0847
 OT0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0847.GEOID18 height accuracy estimate available here.
 OT0847
 OT0847.Click photographs - Photos may exist for this station.
 OT0847
 OT0847.The dynamic height is computed by dividing the NAVD 88
 OT0847.geopotential number by the normal gravity value computed on the
 OT0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0847.degrees latitude (g = 980.6199 gals.).
 OT0847
 OT0847.The modeled gravity was interpolated from observed gravity values.
 OT0847
 OT0847;                    North         East    Units  Estimated Accuracy
 OT0847;SPC SD S     -    83,230.      316,130.      MT  (+/- 180 meters Scaled)
 OT0847
 OT0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH963647(NAD 83)
 OT0847
 OT0847                          SUPERSEDED SURVEY CONTROL
 OT0847
 OT0847.No superseded survey control is available for this station.
 OT0847
 OT0847_MARKER: I = METAL ROD
 OT0847_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0847+WITH SETTING: INFORMATION.
 OT0847_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0847+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0847
 OT0847  HISTORY     - Date     Condition        Report By
 OT0847  HISTORY     - 1974     MONUMENTED       USGS
 OT0847
 OT0847                          STATION DESCRIPTION
 OT0847
 OT0847'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0847'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 8.7 MILES WEST
 OT0847'ALONG GRADED DIRT ROAD, AT A FENCE CORNER ON THE SOUTH SIDE OF THE
 OT0847'ROAD, AT SECTION CORNERS OF 1-6-12-7 TOWNSHIP 12 SOUTH RANGES 2-3
 OT0847'EAST, 48 FEET SOUTH OF THE ROAD, REINFORCING ROD, UE PAINTED FENCE
 OT0847'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0848 ***********************************************************************
 OT0848  DESIGNATION -  SBM
 OT0848  PID         -  OT0848
 OT0848  STATE/COUNTY-  SD/FALL RIVER
 OT0848  COUNTRY     -  US
 OT0848  USGS QUAD   -  CROWE DAM (2017)
 OT0848
 OT0848                         *CURRENT SURVEY CONTROL
 OT0848  ______________________________________________________________________
 OT0848* NAD 83(1986) POSITION- 43 01 45.     (N) 103 50 21.     (W)   SCALED
 OT0848* NAVD 88 ORTHO HEIGHT -  1139.042 (meters)     3737.01  (feet) ADJUSTED
 OT0848  ______________________________________________________________________
 OT0848  GEOID HEIGHT    -        -15.575 (meters)                     GEOID18
 OT0848  DYNAMIC HEIGHT  -       1138.509 (meters)     3735.26  (feet) COMP
 OT0848  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 OT0848
 OT0848  VERT ORDER      -  THIRD
 OT0848
 OT0848.The horizontal coordinates were scaled from a map and have
 OT0848.an estimated accuracy of +/- 6 seconds.
 OT0848
 OT0848.The orthometric height was determined by differential leveling and
 OT0848.adjusted by the NATIONAL GEODETIC SURVEY
 OT0848.in June 1991.
 OT0848
 OT0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0848.GEOID18 height accuracy estimate available here.
 OT0848
 OT0848.Click photographs - Photos may exist for this station.
 OT0848
 OT0848.The dynamic height is computed by dividing the NAVD 88
 OT0848.geopotential number by the normal gravity value computed on the
 OT0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0848.degrees latitude (g = 980.6199 gals.).
 OT0848
 OT0848.The modeled gravity was interpolated from observed gravity values.
 OT0848
 OT0848;                    North         East    Units  Estimated Accuracy
 OT0848;SPC SD S     -    83,330.      314,360.      MT  (+/- 180 meters Scaled)
 OT0848
 OT0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH945647(NAD 83)
 OT0848
 OT0848                          SUPERSEDED SURVEY CONTROL
 OT0848
 OT0848.No superseded survey control is available for this station.
 OT0848
 OT0848_MARKER: X = CHISELED CROSS
 OT0848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0848_SP_SET: CULVERT HEADWALL
 OT0848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0848+STABILITY: SURFACE MOTION
 OT0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0848+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0848
 OT0848  HISTORY     - Date     Condition        Report By
 OT0848  HISTORY     - 1974     MONUMENTED       USGS
 OT0848
 OT0848                          STATION DESCRIPTION
 OT0848
 OT0848'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0848'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 9.8 MILES WEST
 OT0848'ALONG GRADED DIRT ROAD AT A DRAIN, ON THE NORTH SIDE OF WEST ROAD,
 OT0848'ONE OF TWO 30 INCH STEEL CULVERTS, 45 FEET LOWER THAN THE CENTERLINE
 OT0848'OF THE ROAD, A CHISLED CROSS, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0849 ***********************************************************************
 OT0849  DESIGNATION -  SBM
 OT0849  PID         -  OT0849
 OT0849  STATE/COUNTY-  SD/FALL RIVER
 OT0849  COUNTRY     -  US
 OT0849  USGS QUAD   -  CROWE DAM (2017)
 OT0849
 OT0849                         *CURRENT SURVEY CONTROL
 OT0849  ______________________________________________________________________
 OT0849* NAD 83(1986) POSITION- 43 01 44.     (N) 103 50 49.     (W)   SCALED
 OT0849* NAVD 88 ORTHO HEIGHT -  1138.712 (meters)     3735.92  (feet) ADJUSTED
 OT0849  ______________________________________________________________________
 OT0849  GEOID HEIGHT    -        -15.559 (meters)                     GEOID18
 OT0849  DYNAMIC HEIGHT  -       1138.179 (meters)     3734.18  (feet) COMP
 OT0849  MODELED GRAVITY -    980,112.8   (mgal)                       NAVD 88
 OT0849
 OT0849  VERT ORDER      -  THIRD
 OT0849
 OT0849.The horizontal coordinates were scaled from a map and have
 OT0849.an estimated accuracy of +/- 6 seconds.
 OT0849
 OT0849.The orthometric height was determined by differential leveling and
 OT0849.adjusted by the NATIONAL GEODETIC SURVEY
 OT0849.in June 1991.
 OT0849
 OT0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0849.GEOID18 height accuracy estimate available here.
 OT0849
 OT0849.Click photographs - Photos may exist for this station.
 OT0849
 OT0849.The dynamic height is computed by dividing the NAVD 88
 OT0849.geopotential number by the normal gravity value computed on the
 OT0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0849.degrees latitude (g = 980.6199 gals.).
 OT0849
 OT0849.The modeled gravity was interpolated from observed gravity values.
 OT0849
 OT0849;                    North         East    Units  Estimated Accuracy
 OT0849;SPC SD S     -    83,330.      313,730.      MT  (+/- 180 meters Scaled)
 OT0849
 OT0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH939646(NAD 83)
 OT0849
 OT0849                          SUPERSEDED SURVEY CONTROL
 OT0849
 OT0849.No superseded survey control is available for this station.
 OT0849
 OT0849_MARKER: X = CHISELED CROSS
 OT0849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0849_SP_SET: CULVERT HEADWALL
 OT0849_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0849+STABILITY: SURFACE MOTION
 OT0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0849+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0849
 OT0849  HISTORY     - Date     Condition        Report By
 OT0849  HISTORY     - 1974     MONUMENTED       USGS
 OT0849
 OT0849                          STATION DESCRIPTION
 OT0849
 OT0849'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0849'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 10.2 MILES
 OT0849'WEST ALONG GRADED DIRT ROAD, TO ROAD AT DRAIN, WEST ONE OF TWO, 6
 OT0849'FOOT STEEL CULVERT, 4.4 FEET LOWER THAN CENTERLINE, ON THE NORTH END,
 OT0849'A CHISLED CROSS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0850 ***********************************************************************
 OT0850  DESIGNATION -  SBM
 OT0850  PID         -  OT0850
 OT0850  STATE/COUNTY-  SD/FALL RIVER
 OT0850  COUNTRY     -  US
 OT0850  USGS QUAD   -  CROWE DAM (2017)
 OT0850
 OT0850                         *CURRENT SURVEY CONTROL
 OT0850  ______________________________________________________________________
 OT0850* NAD 83(1986) POSITION- 43 01 19.     (N) 103 52 02.     (W)   SCALED
 OT0850* NAVD 88 ORTHO HEIGHT -  1150.481 (meters)     3774.54  (feet) ADJUSTED
 OT0850  ______________________________________________________________________
 OT0850  GEOID HEIGHT    -        -15.526 (meters)                     GEOID18
 OT0850  DYNAMIC HEIGHT  -       1149.940 (meters)     3772.76  (feet) COMP
 OT0850  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 OT0850
 OT0850  VERT ORDER      -  THIRD
 OT0850
 OT0850.The horizontal coordinates were scaled from a map and have
 OT0850.an estimated accuracy of +/- 6 seconds.
 OT0850
 OT0850.The orthometric height was determined by differential leveling and
 OT0850.adjusted by the NATIONAL GEODETIC SURVEY
 OT0850.in June 1991.
 OT0850
 OT0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0850.GEOID18 height accuracy estimate available here.
 OT0850
 OT0850.Click photographs - Photos may exist for this station.
 OT0850
 OT0850.The dynamic height is computed by dividing the NAVD 88
 OT0850.geopotential number by the normal gravity value computed on the
 OT0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0850.degrees latitude (g = 980.6199 gals.).
 OT0850
 OT0850.The modeled gravity was interpolated from observed gravity values.
 OT0850
 OT0850;                    North         East    Units  Estimated Accuracy
 OT0850;SPC SD S     -    82,630.      312,040.      MT  (+/- 180 meters Scaled)
 OT0850
 OT0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH922638(NAD 83)
 OT0850
 OT0850                          SUPERSEDED SURVEY CONTROL
 OT0850
 OT0850.No superseded survey control is available for this station.
 OT0850
 OT0850_MARKER: I = METAL ROD
 OT0850_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0850+WITH SETTING: INFORMATION.
 OT0850_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0850+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0850
 OT0850  HISTORY     - Date     Condition        Report By
 OT0850  HISTORY     - 1974     MONUMENTED       USGS
 OT0850
 OT0850                          STATION DESCRIPTION
 OT0850
 OT0850'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0850'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 11.4 MILES
 OT0850'WEST ALONG GRADED DIRT ROAD AT THE BOTTOM OF A HILL, AT A T-FENCE
 OT0850'NORTH, REINFORCING ROD, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0851 ***********************************************************************
 OT0851  DESIGNATION -  SBM
 OT0851  PID         -  OT0851
 OT0851  STATE/COUNTY-  SD/FALL RIVER
 OT0851  COUNTRY     -  US
 OT0851  USGS QUAD   -  CROWE DAM (2017)
 OT0851
 OT0851                         *CURRENT SURVEY CONTROL
 OT0851  ______________________________________________________________________
 OT0851* NAD 83(1986) POSITION- 43 01 19.     (N) 103 52 26.     (W)   SCALED
 OT0851* NAVD 88 ORTHO HEIGHT -  1167.823 (meters)     3831.43  (feet) ADJUSTED
 OT0851  ______________________________________________________________________
 OT0851  GEOID HEIGHT    -        -15.511 (meters)                     GEOID18
 OT0851  DYNAMIC HEIGHT  -       1167.275 (meters)     3829.63  (feet) COMP
 OT0851  MODELED GRAVITY -    980,110.0   (mgal)                       NAVD 88
 OT0851
 OT0851  VERT ORDER      -  THIRD
 OT0851
 OT0851.The horizontal coordinates were scaled from a map and have
 OT0851.an estimated accuracy of +/- 6 seconds.
 OT0851
 OT0851.The orthometric height was determined by differential leveling and
 OT0851.adjusted by the NATIONAL GEODETIC SURVEY
 OT0851.in June 1991.
 OT0851
 OT0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0851.GEOID18 height accuracy estimate available here.
 OT0851
 OT0851.Click photographs - Photos may exist for this station.
 OT0851
 OT0851.The dynamic height is computed by dividing the NAVD 88
 OT0851.geopotential number by the normal gravity value computed on the
 OT0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0851.degrees latitude (g = 980.6199 gals.).
 OT0851
 OT0851.The modeled gravity was interpolated from observed gravity values.
 OT0851
 OT0851;                    North         East    Units  Estimated Accuracy
 OT0851;SPC SD S     -    82,650.      311,500.      MT  (+/- 180 meters Scaled)
 OT0851
 OT0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH917638(NAD 83)
 OT0851
 OT0851                          SUPERSEDED SURVEY CONTROL
 OT0851
 OT0851.No superseded survey control is available for this station.
 OT0851
 OT0851_MARKER: I = METAL ROD
 OT0851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0851+WITH SETTING: INFORMATION.
 OT0851_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0851+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0851
 OT0851  HISTORY     - Date     Condition        Report By
 OT0851  HISTORY     - 1974     MONUMENTED       USGS
 OT0851
 OT0851                          STATION DESCRIPTION
 OT0851
 OT0851'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0851'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 11.74 MILES
 OT0851'WEST ALONG GRADED DIRT ROAD, AT A T-JUNCTION WITH NORTH ROAD, 36 FEET
 OT0851'NORTH AND 17 FEET WEST OF THE AN INTERSECTION, 8 FEET WEST OF A WEST
 OT0851'GATE POST, REINFORCING ROD, UE PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0852 ***********************************************************************
 OT0852  DESIGNATION -  SBM
 OT0852  PID         -  OT0852
 OT0852  STATE/COUNTY-  SD/FALL RIVER
 OT0852  COUNTRY     -  US
 OT0852  USGS QUAD   -  WALLACE RANCH (2017)
 OT0852
 OT0852                         *CURRENT SURVEY CONTROL
 OT0852  ______________________________________________________________________
 OT0852* NAD 83(1986) POSITION- 43 01 19.     (N) 103 53 03.     (W)   SCALED
 OT0852* NAVD 88 ORTHO HEIGHT -  1140.236 (meters)     3740.92  (feet) ADJUSTED
 OT0852  ______________________________________________________________________
 OT0852  GEOID HEIGHT    -        -15.488 (meters)                     GEOID18
 OT0852  DYNAMIC HEIGHT  -       1139.699 (meters)     3739.16  (feet) COMP
 OT0852  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 OT0852
 OT0852  VERT ORDER      -  THIRD
 OT0852
 OT0852.The horizontal coordinates were scaled from a map and have
 OT0852.an estimated accuracy of +/- 6 seconds.
 OT0852
 OT0852.The orthometric height was determined by differential leveling and
 OT0852.adjusted by the NATIONAL GEODETIC SURVEY
 OT0852.in June 1991.
 OT0852
 OT0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0852.GEOID18 height accuracy estimate available here.
 OT0852
 OT0852.Click photographs - Photos may exist for this station.
 OT0852
 OT0852.The dynamic height is computed by dividing the NAVD 88
 OT0852.geopotential number by the normal gravity value computed on the
 OT0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0852.degrees latitude (g = 980.6199 gals.).
 OT0852
 OT0852.The modeled gravity was interpolated from observed gravity values.
 OT0852
 OT0852;                    North         East    Units  Estimated Accuracy
 OT0852;SPC SD S     -    82,690.      310,660.      MT  (+/- 180 meters Scaled)
 OT0852
 OT0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH909638(NAD 83)
 OT0852
 OT0852                          SUPERSEDED SURVEY CONTROL
 OT0852
 OT0852.No superseded survey control is available for this station.
 OT0852
 OT0852_MARKER: I = METAL ROD
 OT0852_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0852+WITH SETTING: INFORMATION.
 OT0852_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0852+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0852
 OT0852  HISTORY     - Date     Condition        Report By
 OT0852  HISTORY     - 1974     MONUMENTED       USGS
 OT0852
 OT0852                          STATION DESCRIPTION
 OT0852
 OT0852'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0852'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 12.3 MILES
 OT0852'WEST ALONG GRADED DIRT ROAD, AT A T-PASTURE ROAD NORTH IN THE BOTTOM,
 OT0852'32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 37 FEET EAST OF THE
 OT0852'CENTER OF A GATE, REINFORCING ROD, UE PAINTED TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0853 ***********************************************************************
 OT0853  DESIGNATION -  SBM
 OT0853  PID         -  OT0853
 OT0853  STATE/COUNTY-  SD/FALL RIVER
 OT0853  COUNTRY     -  US
 OT0853  USGS QUAD   -  WALLACE RANCH (2017)
 OT0853
 OT0853                         *CURRENT SURVEY CONTROL
 OT0853  ______________________________________________________________________
 OT0853* NAD 83(1986) POSITION- 43 01 19.     (N) 103 54 39.     (W)   SCALED
 OT0853* NAVD 88 ORTHO HEIGHT -  1142.266 (meters)     3747.58  (feet) ADJUSTED
 OT0853  ______________________________________________________________________
 OT0853  GEOID HEIGHT    -        -15.428 (meters)                     GEOID18
 OT0853  DYNAMIC HEIGHT  -       1141.726 (meters)     3745.81  (feet) COMP
 OT0853  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 OT0853
 OT0853  VERT ORDER      -  THIRD
 OT0853
 OT0853.The horizontal coordinates were scaled from a map and have
 OT0853.an estimated accuracy of +/- 6 seconds.
 OT0853
 OT0853.The orthometric height was determined by differential leveling and
 OT0853.adjusted by the NATIONAL GEODETIC SURVEY
 OT0853.in June 1991.
 OT0853
 OT0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0853.GEOID18 height accuracy estimate available here.
 OT0853
 OT0853.Click photographs - Photos may exist for this station.
 OT0853
 OT0853.The dynamic height is computed by dividing the NAVD 88
 OT0853.geopotential number by the normal gravity value computed on the
 OT0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0853.degrees latitude (g = 980.6199 gals.).
 OT0853
 OT0853.The modeled gravity was interpolated from observed gravity values.
 OT0853
 OT0853;                    North         East    Units  Estimated Accuracy
 OT0853;SPC SD S     -    82,780.      308,490.      MT  (+/- 180 meters Scaled)
 OT0853
 OT0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH887638(NAD 83)
 OT0853
 OT0853                          SUPERSEDED SURVEY CONTROL
 OT0853
 OT0853.No superseded survey control is available for this station.
 OT0853
 OT0853_MARKER: I = METAL ROD
 OT0853_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0853+WITH SETTING: INFORMATION.
 OT0853_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0853+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0853
 OT0853  HISTORY     - Date     Condition        Report By
 OT0853  HISTORY     - 1974     MONUMENTED       USGS
 OT0853
 OT0853                          STATION DESCRIPTION
 OT0853
 OT0853'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0853'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 13.6 MILES
 OT0853'WEST ALONG GRADED DIRT ROAD, TO A T-ROAD SOUTH, 44 FEET SOUTH OF AN
 OT0853'EAST-WEST ROAD, 20 FEET EAST OF A ROAD SOUTH, AT A FENCE CORNER ON
 OT0853'THE SOUTHEAST SIDE OF AN INTERSECTION, REINFORCING ROD, UE PAINTED
 OT0853'FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0854 ***********************************************************************
 OT0854  DESIGNATION -  SBM
 OT0854  PID         -  OT0854
 OT0854  STATE/COUNTY-  SD/FALL RIVER
 OT0854  COUNTRY     -  US
 OT0854  USGS QUAD   -  WALLACE RANCH (2017)
 OT0854
 OT0854                         *CURRENT SURVEY CONTROL
 OT0854  ______________________________________________________________________
 OT0854* NAD 83(1986) POSITION- 43 01 19.     (N) 103 54 59.     (W)   SCALED
 OT0854* NAVD 88 ORTHO HEIGHT -  1160.067 (meters)     3805.99  (feet) ADJUSTED
 OT0854  ______________________________________________________________________
 OT0854  GEOID HEIGHT    -        -15.415 (meters)                     GEOID18
 OT0854  DYNAMIC HEIGHT  -       1159.519 (meters)     3804.19  (feet) COMP
 OT0854  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 OT0854
 OT0854  VERT ORDER      -  THIRD
 OT0854
 OT0854.The horizontal coordinates were scaled from a map and have
 OT0854.an estimated accuracy of +/- 6 seconds.
 OT0854
 OT0854.The orthometric height was determined by differential leveling and
 OT0854.adjusted by the NATIONAL GEODETIC SURVEY
 OT0854.in June 1991.
 OT0854
 OT0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0854.GEOID18 height accuracy estimate available here.
 OT0854
 OT0854.Click photographs - Photos may exist for this station.
 OT0854
 OT0854.The dynamic height is computed by dividing the NAVD 88
 OT0854.geopotential number by the normal gravity value computed on the
 OT0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0854.degrees latitude (g = 980.6199 gals.).
 OT0854
 OT0854.The modeled gravity was interpolated from observed gravity values.
 OT0854
 OT0854;                    North         East    Units  Estimated Accuracy
 OT0854;SPC SD S     -    82,800.      308,040.      MT  (+/- 180 meters Scaled)
 OT0854
 OT0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH882638(NAD 83)
 OT0854
 OT0854                          SUPERSEDED SURVEY CONTROL
 OT0854
 OT0854.No superseded survey control is available for this station.
 OT0854
 OT0854_MARKER: I = METAL ROD
 OT0854_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0854+WITH SETTING: INFORMATION.
 OT0854_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0854+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0854
 OT0854  HISTORY     - Date     Condition        Report By
 OT0854  HISTORY     - 1974     MONUMENTED       USGS
 OT0854
 OT0854                          STATION DESCRIPTION
 OT0854
 OT0854'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0854'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 13.9 MILES
 OT0854'WEST ALONG GRADED DIRT ROAD, TO THE TOP OF A HILL AND T-FENCE NORTH,
 OT0854'61 FEET NORTH OF THE ROAD, AT A FENCE CORNER, REINFORCING ROD, UE
 OT0854'PAINTED FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0855 ***********************************************************************
 OT0855  DESIGNATION -  SBM
 OT0855  PID         -  OT0855
 OT0855  STATE/COUNTY-  SD/FALL RIVER
 OT0855  COUNTRY     -  US
 OT0855  USGS QUAD   -  WALLACE RANCH (2017)
 OT0855
 OT0855                         *CURRENT SURVEY CONTROL
 OT0855  ______________________________________________________________________
 OT0855* NAD 83(1986) POSITION- 43 00 53.     (N) 103 56 24.     (W)   SCALED
 OT0855* NAVD 88 ORTHO HEIGHT -  1156.476 (meters)     3794.21  (feet) ADJUSTED
 OT0855  ______________________________________________________________________
 OT0855  GEOID HEIGHT    -        -15.374 (meters)                     GEOID18
 OT0855  DYNAMIC HEIGHT  -       1155.926 (meters)     3792.40  (feet) COMP
 OT0855  MODELED GRAVITY -    980,105.1   (mgal)                       NAVD 88
 OT0855
 OT0855  VERT ORDER      -  THIRD
 OT0855
 OT0855.The horizontal coordinates were scaled from a map and have
 OT0855.an estimated accuracy of +/- 6 seconds.
 OT0855
 OT0855.The orthometric height was determined by differential leveling and
 OT0855.adjusted by the NATIONAL GEODETIC SURVEY
 OT0855.in June 1991.
 OT0855
 OT0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0855.GEOID18 height accuracy estimate available here.
 OT0855
 OT0855.Click photographs - Photos may exist for this station.
 OT0855
 OT0855.The dynamic height is computed by dividing the NAVD 88
 OT0855.geopotential number by the normal gravity value computed on the
 OT0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0855.degrees latitude (g = 980.6199 gals.).
 OT0855
 OT0855.The modeled gravity was interpolated from observed gravity values.
 OT0855
 OT0855;                    North         East    Units  Estimated Accuracy
 OT0855;SPC SD S     -    82,080.      306,080.      MT  (+/- 180 meters Scaled)
 OT0855
 OT0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH863629(NAD 83)
 OT0855
 OT0855                          SUPERSEDED SURVEY CONTROL
 OT0855
 OT0855.No superseded survey control is available for this station.
 OT0855
 OT0855_MARKER: I = METAL ROD
 OT0855_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0855+WITH SETTING: INFORMATION.
 OT0855_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0855+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0855
 OT0855  HISTORY     - Date     Condition        Report By
 OT0855  HISTORY     - 1974     MONUMENTED       USGS
 OT0855
 OT0855                          STATION DESCRIPTION
 OT0855
 OT0855'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0855'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 15.6 MILES
 OT0855'SOUTHWEST ALONG GRADED DIRT ROAD, TO A BEND IN THE ROAD FROM
 OT0855'EAST-WEST TO SOUTH, 180 FEET NORTHWEST OF A CURVE, AT A JOG IN THE
 OT0855'FENCE, AT THE FENCE CORNER, UE PAINTED CORNER POST, SET IN A
 OT0855'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0856 ***********************************************************************
 OT0856  DESIGNATION -  SBM
 OT0856  PID         -  OT0856
 OT0856  STATE/COUNTY-  SD/FALL RIVER
 OT0856  COUNTRY     -  US
 OT0856  USGS QUAD   -  WALLACE RANCH (2017)
 OT0856
 OT0856                         *CURRENT SURVEY CONTROL
 OT0856  ______________________________________________________________________
 OT0856* NAD 83(1986) POSITION- 43 00 27.     (N) 103 56 27.     (W)   SCALED
 OT0856* NAVD 88 ORTHO HEIGHT -  1150.500 (meters)     3774.60  (feet) ADJUSTED
 OT0856  ______________________________________________________________________
 OT0856  GEOID HEIGHT    -        -15.384 (meters)                     GEOID18
 OT0856  DYNAMIC HEIGHT  -       1149.952 (meters)     3772.80  (feet) COMP
 OT0856  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 OT0856
 OT0856  VERT ORDER      -  THIRD
 OT0856
 OT0856.The horizontal coordinates were scaled from a map and have
 OT0856.an estimated accuracy of +/- 6 seconds.
 OT0856
 OT0856.The orthometric height was determined by differential leveling and
 OT0856.adjusted by the NATIONAL GEODETIC SURVEY
 OT0856.in June 1991.
 OT0856
 OT0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0856.GEOID18 height accuracy estimate available here.
 OT0856
 OT0856.Click photographs - Photos may exist for this station.
 OT0856
 OT0856.The dynamic height is computed by dividing the NAVD 88
 OT0856.geopotential number by the normal gravity value computed on the
 OT0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0856.degrees latitude (g = 980.6199 gals.).
 OT0856
 OT0856.The modeled gravity was interpolated from observed gravity values.
 OT0856
 OT0856;                    North         East    Units  Estimated Accuracy
 OT0856;SPC SD S     -    81,280.      305,980.      MT  (+/- 180 meters Scaled)
 OT0856
 OT0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH863621(NAD 83)
 OT0856
 OT0856                          SUPERSEDED SURVEY CONTROL
 OT0856
 OT0856.No superseded survey control is available for this station.
 OT0856
 OT0856_MARKER: I = METAL ROD
 OT0856_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0856+WITH SETTING: INFORMATION.
 OT0856_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0856+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0856
 OT0856  HISTORY     - Date     Condition        Report By
 OT0856  HISTORY     - 1974     MONUMENTED       USGS
 OT0856
 OT0856                          STATION DESCRIPTION
 OT0856
 OT0856'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0856'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 16.1 MILES
 OT0856'SOUTHWEST ALONG GRADED DIRT ROAD, TO A SMALL CEMETERY AT THE
 OT0856'NORTHWEST CORNER OF A FENCE, REINFORCING ROD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0857 ***********************************************************************
 OT0857  DESIGNATION -  SBM
 OT0857  PID         -  OT0857
 OT0857  STATE/COUNTY-  SD/FALL RIVER
 OT0857  COUNTRY     -  US
 OT0857  USGS QUAD   -  WALLACE RANCH (2017)
 OT0857
 OT0857                         *CURRENT SURVEY CONTROL
 OT0857  ______________________________________________________________________
 OT0857* NAD 83(1986) POSITION- 43 00 29.     (N) 103 57 34.     (W)   SCALED
 OT0857* NAVD 88 ORTHO HEIGHT -  1164.735 (meters)     3821.30  (feet) ADJUSTED
 OT0857  ______________________________________________________________________
 OT0857  GEOID HEIGHT    -        -15.341 (meters)                     GEOID18
 OT0857  DYNAMIC HEIGHT  -       1164.180 (meters)     3819.48  (feet) COMP
 OT0857  MODELED GRAVITY -    980,103.5   (mgal)                       NAVD 88
 OT0857
 OT0857  VERT ORDER      -  THIRD
 OT0857
 OT0857.The horizontal coordinates were scaled from a map and have
 OT0857.an estimated accuracy of +/- 6 seconds.
 OT0857
 OT0857.The orthometric height was determined by differential leveling and
 OT0857.adjusted by the NATIONAL GEODETIC SURVEY
 OT0857.in June 1991.
 OT0857
 OT0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0857.GEOID18 height accuracy estimate available here.
 OT0857
 OT0857.Click photographs - Photos may exist for this station.
 OT0857
 OT0857.The dynamic height is computed by dividing the NAVD 88
 OT0857.geopotential number by the normal gravity value computed on the
 OT0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0857.degrees latitude (g = 980.6199 gals.).
 OT0857
 OT0857.The modeled gravity was interpolated from observed gravity values.
 OT0857
 OT0857;                    North         East    Units  Estimated Accuracy
 OT0857;SPC SD S     -    81,410.      304,470.      MT  (+/- 180 meters Scaled)
 OT0857
 OT0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH848622(NAD 83)
 OT0857
 OT0857                          SUPERSEDED SURVEY CONTROL
 OT0857
 OT0857.No superseded survey control is available for this station.
 OT0857
 OT0857_MARKER: I = METAL ROD
 OT0857_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0857+WITH SETTING: INFORMATION.
 OT0857_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0857+SATELLITE: SATELLITE OBSERVATIONS - 1974
 OT0857
 OT0857  HISTORY     - Date     Condition        Report By
 OT0857  HISTORY     - 1974     MONUMENTED       USGS
 OT0857
 OT0857                          STATION DESCRIPTION
 OT0857
 OT0857'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OT0857'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 17.2 MILES
 OT0857'WEST ALONG GRADED DIRT ROAD, AT THE SOUTHWEST CORNER OF A HAY CORRAL,
 OT0857'UE PAINTED FENCE POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH
 OT0857'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1199 ***********************************************************************
 PT1199  DESIGNATION -  SCAFFOLD
 PT1199  PID         -  PT1199
 PT1199  STATE/COUNTY-  SD/ZIEBACH
 PT1199  COUNTRY     -  US
 PT1199  USGS QUAD   -  RED SCAFFOLD (2017)
 PT1199
 PT1199                         *CURRENT SURVEY CONTROL
 PT1199  ______________________________________________________________________
 PT1199* NAD 83(1996) POSITION- 44 45 41.88413(N) 101 46 15.26621(W)   ADJUSTED
 PT1199* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 PT1199  ______________________________________________________________________
 PT1199  GEOID HEIGHT    -        -20.507 (meters)                     GEOID18
 PT1199  LAPLACE CORR    -         -6.95  (seconds)                    DEFLEC18
 PT1199  HORZ ORDER      -  SECOND
 PT1199
 PT1199.The horizontal coordinates were established by classical geodetic methods
 PT1199.and adjusted by the National Geodetic Survey in January 1998.
 PT1199
 PT1199.The orthometric height was scaled from a topographic map.
 PT1199
 PT1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1199.GEOID18 height accuracy estimate available here.
 PT1199
 PT1199.Click photographs - Photos may exist for this station.
 PT1199
 PT1199.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1199
 PT1199. The following values were computed from the NAD 83(1996) position.
 PT1199
 PT1199;                    North         East     Units Scale Factor Converg.
 PT1199;SPC SD N     -   104,688.084   459,809.772   MT  0.99995182   -1 15 12.0
 PT1199;SPC SD N     -   343,464.16  1,508,559.23   sFT  0.99995182   -1 15 12.0
 PT1199;UTM  14      - 4,960,206.979   280,705.691   MT  1.00019140   -1 57 07.0
 PT1199
 PT1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1199!SPC SD N     -   0.99989325  x   0.99995182  =   0.99984507
 PT1199!UTM  14      -   0.99989325  x   1.00019140  =   1.00008463
 PT1199
 PT1199:                Primary Azimuth Mark                     Grid Az
 PT1199:SPC SD N     -  SCAFFOLD AZ MK                           353 52 07.3
 PT1199:UTM  14      -  SCAFFOLD AZ MK                           354 34 02.3
 PT1199
 PT1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8070560206(NAD 83)
 PT1199
 PT1199|---------------------------------------------------------------------|
 PT1199| PID    Reference Object                     Distance      Geod. Az  |
 PT1199|                                                           dddmmss.s |
 PT1199| CQ4867 SCAFFOLD RM 1                        14.344 METERS 14941     |
 PT1199| CQ4868 SCAFFOLD RM 2                        13.362 METERS 23212     |
 PT1199| CQ4866 SCAFFOLD AZ MK                                     3523655.3 |
 PT1199|---------------------------------------------------------------------|
 PT1199
 PT1199                          SUPERSEDED SURVEY CONTROL
 PT1199
 PT1199  NAD 83(1986)-  44 45 41.87619(N)    101 46 15.26636(W) AD(       ) 2
 PT1199  NAD 27      -  44 45 41.92800(N)    101 46 13.71200(W) AD(       ) 2
 PT1199
 PT1199.Superseded values are not recommended for survey control.
 PT1199
 PT1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1199.See file dsdata.pdf to determine how the superseded data were derived.
 PT1199
 PT1199_MARKER: DS = TRIANGULATION STATION DISK
 PT1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1199_STAMPING: SCAFFOLD 1950
 PT1199_MARK LOGO: CGS
 PT1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1199+STABILITY: SURFACE MOTION
 PT1199
 PT1199  HISTORY     - Date     Condition        Report By
 PT1199  HISTORY     - 1950     MONUMENTED       CGS
 PT1199  HISTORY     - 1952     GOOD             CGS
 PT1199
 PT1199                          STATION DESCRIPTION
 PT1199
 PT1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1199'STATION IS ABOUT 3-1/2 MILES EAST OF THE VILLAGE OF RED SCAFFOLD,
 PT1199'ON THE CHEYENNE RIVER INDIAN RESERVATION.  IT IS 125 FEET
 PT1199'EAST OF THE CENTER OF A TRACK ROAD AND 11 FEET SOUTH OF A
 PT1199'WITNESS POST.
 PT1199'
 PT1199'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PT1199'AND STATE HIGHWAY 73 IN FAITH.  GO SOUTH ON HIGHWAY 73 FOR 13.5
 PT1199'MILES TO A GRAVEL T-ROAD LEADING EAST AT A SIGN RED SCAFFOLD
 PT1199'10.  TURN LEFT AND GO EAST FOR 2.25 MILES TO A CATTLE GUARD
 PT1199'AT THE END OF THE GRAVEL ROAD.  CONTINUE EAST ON THE MAIN
 PT1199'TRAVELED DIRT ROAD FOR 10.2 MILES TO THE RED SCAFFOLD
 PT1199'SCHOOLHOUSE ON THE RIGHT.  CONTINUE EAST ON THE MAIN ROAD 0.7
 PT1199'MILE TO A BRIDGE.  CROSS THE BRIDGE, TURN LEFT AND PASS
 PT1199'THROUGH A GATE AND FOLLOW A TRACK ROAD UPHILL FOR 0.6 MILE
 PT1199'TO A FORK.  BEAR LEFT AND GO NORTH AND EAST FOR 1.5 MILES
 PT1199'TO A GATE.  PASS THROUGH THE GATE AND GO NORTH 0.1 MILE
 PT1199'TO A FORK.  BEAR LEFT AND FOLLOW THE MAIN ROAD NORTHERLY
 PT1199'1.95 MILES TO A FORKS AND A DIM TRACK ROAD LEADING
 PT1199'SOUTHEAST.  TURN SHARP RIGHT AND FOLLOW THE DIM TRACK
 PT1199'ROAD SOUTHEAST AND SOUTH FOR 0.85 MILE TO A FORK.  BEAR
 PT1199'RIGHT AND GO SOUTH 1.5 MILES TO A GATE.  PASS THROUGH THE
 PT1199'GATE AND GO SOUTHEAST FOR 0.35 MILE TO A FORK.  BEAR RIGHT
 PT1199'AND GO SOUTH 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PT1199'CONTINUE SOUTH FOR 0.5 MILE TO THE STATION.
 PT1199'
 PT1199'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCAFFOLD
 PT1199'1950.
 PT1199'
 PT1199'REFERENCE MARK NO. 1 IS 56 FEET SOUTHEAST OF THE WITNESS POST.
 PT1199'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SCAFFOLD
 PT1199'NO 1 1950.
 PT1199'
 PT1199'REFERENCE MARK NO. 2 IS 53 FEET SOUTHWEST OF THE WITNESS POST.
 PT1199'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCAFFOLD
 PT1199'NO 2 1950.
 PT1199'
 PT1199'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A TRACK
 PT1199'ROAD, AND 4 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 PT1199'6 INCHES AND THE DISK IS STAMPED SCAFFOLD 1950.
 PT1199'
 PT1199'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PT1199'CYLINDERS.
 PT1199'
 PT1199'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1199
 PT1199                          STATION RECOVERY (1952)
 PT1199
 PT1199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1199'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PT1199'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0824 ***********************************************************************
 OR0824  DESIGNATION -  SCALP
 OR0824  PID         -  OR0824
 OR0824  STATE/COUNTY-  SD/GREGORY
 OR0824  COUNTRY     -  US
 OR0824  USGS QUAD   -  LAKE ANDES SW (2017)
 OR0824
 OR0824                         *CURRENT SURVEY CONTROL
 OR0824  ______________________________________________________________________
 OR0824* NAD 83(1996) POSITION- 43 05 15.20043(N) 098 44 36.15411(W)   ADJUSTED
 OR0824* NAVD 88 ORTHO HEIGHT -   574.    (meters)     1883.    (feet) SCALED
 OR0824  ______________________________________________________________________
 OR0824  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 OR0824  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 OR0824  HORZ ORDER      -  SECOND
 OR0824
 OR0824.The horizontal coordinates were established by classical geodetic methods
 OR0824.and adjusted by the National Geodetic Survey in January 1998.
 OR0824
 OR0824.The orthometric height was scaled from a topographic map.
 OR0824
 OR0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0824.GEOID18 height accuracy estimate available here.
 OR0824
 OR0824.Click photographs - Photos may exist for this station.
 OR0824
 OR0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0824
 OR0824. The following values were computed from the NAD 83(1996) position.
 OR0824
 OR0824;                    North         East     Units Scale Factor Converg.
 OR0824;SPC SD S     -    85,026.667   729,447.968   MT  0.99994951   +1 05 48.6
 OR0824;SPC SD S     -   278,958.32  2,393,197.21   sFT  0.99994951   +1 05 48.6
 OR0824;UTM  14      - 4,770,569.733   520,887.268   MT  0.99960537   +0 10 31.1
 OR0824
 OR0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0824!SPC SD S     -   0.99991405  x   0.99994951  =   0.99986357
 OR0824!UTM  14      -   0.99991405  x   0.99960537  =   0.99951946
 OR0824
 OR0824:                Primary Azimuth Mark                     Grid Az
 OR0824:SPC SD S     -  SCALP AZ MK                              194 28 58.3
 OR0824:UTM  14      -  SCALP AZ MK                              195 24 15.8
 OR0824
 OR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2088770569(NAD 83)
 OR0824
 OR0824|---------------------------------------------------------------------|
 OR0824| PID    Reference Object                     Distance      Geod. Az  |
 OR0824|                                                           dddmmss.s |
 OR0824| CO4471 SCALP RM 1                           11.335 METERS 14212     |
 OR0824| CO4470 SCALP AZ MK                                        1953446.9 |
 OR0824| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.13.7 KM 2431836.7 |
 OR0824| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.16.9 KM 2660125.9 |
 OR0824| CO4472 SCALP RM 2                           10.749 METERS 26914     |
 OR0824|---------------------------------------------------------------------|
 OR0824
 OR0824                          SUPERSEDED SURVEY CONTROL
 OR0824
 OR0824  NAD 83(1995)-  43 05 15.20054(N)    098 44 36.15416(W) AD(       ) 2
 OR0824  NAD 83(1986)-  43 05 15.20907(N)    098 44 36.16319(W) AD(       ) 2
 OR0824  NAD 27      -  43 05 15.23300(N)    098 44 34.85500(W) AD(       ) 2
 OR0824
 OR0824.Superseded values are not recommended for survey control.
 OR0824
 OR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0824.See file dsdata.pdf to determine how the superseded data were derived.
 OR0824
 OR0824_MARKER: DS = TRIANGULATION STATION DISK
 OR0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0824_STAMPING: SCALP 1948
 OR0824_MARK LOGO: CGS
 OR0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0824+STABILITY: SURFACE MOTION
 OR0824
 OR0824  HISTORY     - Date     Condition        Report By
 OR0824  HISTORY     - 1948     MONUMENTED       CGS
 OR0824
 OR0824                          STATION DESCRIPTION
 OR0824
 OR0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0824'LOCATED ABOUT 10 MILES EAST AND 7 MILES NORTH OF FAIRFAX AND
 OR0824'2-3/4 MILES SOUTHWEST OF THE MISSOURI RIVER.  ON THE NORTHEAST
 OR0824'END OF A PROMINENT FLAT TOPPED BUTTE LAYING BETWEEN DAYS CREEK
 OR0824'AND SCALP CREEK.  IT IS NEAR THE CENTER OF SEC. 34, T. 96 N.,
 OR0824'R. 67 W.  ON LAND OWNED BY MR. MC DOWELL.  IT IS ON THE MOST
 OR0824'NORTHERLY END OF THE MESA AND ON THE HIGHEST PART OF A SMALL
 OR0824'RIDGE EXTENDING NORTHEAST FROM THE MESA.  THE STATION IS
 OR0824'9 FEET EAST OF A WHITE WITNESS POST THAT MARKS THE STATION
 OR0824'SITE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS
 OR0824'STAMPED SCALP 1948.
 OR0824'
 OR0824'REFERENCE MARK NO. 1 IS 37.18 FEET SOUTHEAST OF THE STATION,
 OR0824'ON THE TOP OF THE RIDGE EXTENDING IN THAT DIRECTION AND IS
 OR0824'ABOUT 4 FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS
 OR0824'ABOUT 8 INCHES AND THE DISC IS STAMPED SCALP NO 1 1948.
 OR0824'
 OR0824'REFERENCE MARK NO. 2 IS 35.27 FEET WEST OF THE STATION AND
 OR0824'ON THE CONNECTING RIDGE TOWARD THE MAIN BODY OF THE MESA.
 OR0824'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 OR0824'SCALP NO 2 1948.
 OR0824'
 OR0824'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATION,
 OR0824'AT THE BEGINNING OF A LONG NARROW RIDGE EXTENDING EASTWARD
 OR0824'AND DOWNWARD FROM THE MAIN BODY OF THE MESA.  IT IS ABOUT 27
 OR0824'FEET EAST OF A NORTH-SOUTH FENCE AND 4 FEET NORTHWEST OF A
 OR0824'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 OR0824'THE DISC IS STAMPED SCALP 1948.
 OR0824'
 OR0824'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 18
 OR0824'AND 281 AT THE NORTH END OF ROSEBUD BRIDGE OVER THE MISSOURI
 OR0824'RIVER.  GO SOUTH ON U.S. HIGHWAY 281 FOR 4.4 MILES TO A DIRT
 OR0824'ROAD AND A SHARP TURN TO THE LEFT WHICH IS ABOUT 0.1 MILE
 OR0824'NORTHWEST OF A SCHOOLHOUSE.  TURN LEFT ON DIRT ROAD AND GO
 OR0824'3.6 MILES TO A FORKS.  TAKE RIGHT FORKS AND GO 1.6 MILES TO
 OR0824'A PRIVATE ROAD TO THE LEFT OR EAST.  TURN LEFT AND FOLLOW
 OR0824'PRIVATE ROAD TO FARM BUILDINGS.  PASS TO THE LEFT OF THE
 OR0824'HOUSE AND FOLLOW ROAD SOUTHERLY 0.15 MILE, CROSS CREEK,
 OR0824'THENCE LEFT FORK EASTERLY ACROSS FIELD 0.6 MILE TO A WIRE
 OR0824'GATE.  PASS THRU GATE AND BEAR LEFT ON A DIM TRACE OF AN
 OR0824'OLD ROAD 0.5 MILE TO THE TOP OF A DIVIDE.  AN ABANDONED FARM
 OR0824'HOUSE LIES ABOUT 1/4 MILE EAST OF HERE.  TURN LEFT UP
 OR0824'HILL AND FOLLOW DIM TRACKS 0.05 MILES TO GATE, PASS THRU
 OR0824'GATE AND FOLLOW OLD ROAD, NORTHERLY, TO TOP OF MESA.  HERE
 OR0824'FOLLOW AROUND THE EDGE OF MESA, EASTERLY AND NORTHERLY
 OR0824'FOR 0.65 MILES TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 OR0824'CONTINUE AROUND THE EDGE OF THE MESA AND EDGE OF
 OR0824'CULTIVATED FIELD TO THE NORTHEAST END OF THE MESA AND A
 OR0824'GATE, THENCE EASTERLY ABOUT 1/4 MILE TO THE STATION SITE.  A
 OR0824'TRUCK WAS DRIVEN TO THE STATION BY LOWERING THE FENCE LINES
 OR0824'ACROSS THE RIDGE.
 OR0824'
 OR0824'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0714 ***********************************************************************
 QS0714  DESIGNATION -  SCHAEFFER
 QS0714  PID         -  QS0714
 QS0714  STATE/COUNTY-  SD/CAMPBELL
 QS0714  COUNTRY     -  US
 QS0714  USGS QUAD   -  POLLOCK SE (2017)
 QS0714
 QS0714                         *CURRENT SURVEY CONTROL
 QS0714  ______________________________________________________________________
 QS0714* NAD 83(1996) POSITION- 45 46 10.22230(N) 100 17 25.07243(W)   ADJUSTED
 QS0714* NAVD 88 ORTHO HEIGHT -   637.0   (meters)     2090.    (feet) VERTCON3
 QS0714  ______________________________________________________________________
 QS0714  GEOID HEIGHT    -        -21.927 (meters)                     GEOID18
 QS0714  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 QS0714  HORZ ORDER      -  FIRST
 QS0714
 QS0714.The horizontal coordinates were established by classical geodetic methods
 QS0714.and adjusted by the National Geodetic Survey in January 1998.
 QS0714
 QS0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0714
 QS0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0714.GEOID18 height accuracy estimate available here.
 QS0714
 QS0714.Click photographs - Photos may exist for this station.
 QS0714
 QS0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0714
 QS0714. The following values were computed from the NAD 83(1996) position.
 QS0714
 QS0714;                    North         East     Units Scale Factor Converg.
 QS0714;SPC SD N     -   215,202.399   577,419.023   MT  1.00001777   -0 12 19.6
 QS0714;SPC SD N     -   706,043.20  1,894,415.58   sFT  1.00001777   -0 12 19.6
 QS0714;UTM  14      - 5,069,248.076   399,675.419   MT  0.99972374   -0 55 28.7
 QS0714
 QS0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0714!SPC SD N     -   0.99990358  x   1.00001777  =   0.99992135
 QS0714!UTM  14      -   0.99990358  x   0.99972374  =   0.99962735
 QS0714
 QS0714:                Primary Azimuth Mark                     Grid Az
 QS0714:SPC SD N     -  SCHAEFFER AZ MK                          060 46 04.4
 QS0714:UTM  14      -  SCHAEFFER AZ MK                          061 29 13.5
 QS0714
 QS0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9967569248(NAD 83)
 QS0714
 QS0714|---------------------------------------------------------------------|
 QS0714| PID    Reference Object                     Distance      Geod. Az  |
 QS0714|                                                           dddmmss.s |
 QS0714| CO6067 SCHAEFFER AZ MK                                    0603344.8 |
 QS0714| CO6068 SCHAEFFER RM 1                       33.815 METERS 08747     |
 QS0714| CO6069 SCHAEFFER RM 2                       39.932 METERS 18146     |
 QS0714|---------------------------------------------------------------------|
 QS0714
 QS0714                          SUPERSEDED SURVEY CONTROL
 QS0714
 QS0714  NAD 83(1986)-  45 46 10.21202(N)    100 17 25.06867(W) AD(       ) 1
 QS0714  NAD 27      -  45 46 10.22500(N)    100 17 23.62400(W) AD(       ) 1
 QS0714  NGVD 29 (07/19/86)  636.6    (m)         2089.     (f) VERT ANG       
 QS0714
 QS0714.Superseded values are not recommended for survey control.
 QS0714
 QS0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0714.See file dsdata.pdf to determine how the superseded data were derived.
 QS0714
 QS0714_MARKER: DS = TRIANGULATION STATION DISK
 QS0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0714_STAMPING: SCHAEFFER 1934
 QS0714_MARK LOGO: CGS
 QS0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0714+STABILITY: SURFACE MOTION
 QS0714
 QS0714  HISTORY     - Date     Condition        Report By
 QS0714  HISTORY     - 1934     MONUMENTED       CGS
 QS0714  HISTORY     - 1945     GOOD             CGS
 QS0714  HISTORY     - 1948     GOOD             CGS
 QS0714  HISTORY     - 1960     GOOD             USGS
 QS0714  HISTORY     - 1967     GOOD             USGS
 QS0714
 QS0714                          STATION DESCRIPTION
 QS0714
 QS0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0714'STATION IS LOCATED ON PASTURE LAND ON BLUFFS OVERLOOKING THE
 QS0714'MISSOURI RIVER, AND IS ABOUT 10 MILES S OF POLLOCK.  IT IS ON
 QS0714'LAND OWNED BY FRED SCHAEFFER, WHOSE HOUSE AND BUILDINGS ARE
 QS0714'3/4 MILE ENE OF THE STATION.  IT IS IN SEC. 33, T 127 N, R 78 W.
 QS0714'
 QS0714'THE STATION MARK IS 190 FEET E OF A N AND S FENCE, 345 FEET N
 QS0714'OF AN E-W FENCE AND PROJECTS 4 INCHES.
 QS0714'
 QS0714'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0714'BRONZE DISKS SET IN CONCRETE.
 QS0714'
 QS0714'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 3 INCHES.
 QS0714'
 QS0714'REFERENCE MARK NO. 2 IS S OF THE STATION AND PROJECTS 4 INCHES.
 QS0714'
 QS0714'THE AZIMUTH MARK IS NE OF THE STATION.  IT IS 30 FEET W OF THE
 QS0714'CENTER LINE OF THE N AND S SECTION LINE ROAD THAT PASSES
 QS0714'SCHAEFFERS HOUSE.  IT IS 0.3 MILE N OF SCHAEFFERS HOUSE, 100
 QS0714'FEET S OF A FENCE CORNER, NEAR TWO LONE TREES ON THE W SIDE OF
 QS0714'THE ROAD, AND PROJECTS 3 INCHES.
 QS0714'
 QS0714'TO REACH THE STATION FROM THE STANDARD OIL COMPANY FILLING
 QS0714'STATION IN POLLOCK, GO S ON THE POLLOCK-MOBRIDGE ROAD 1.0
 QS0714'MILE.  THEN TURN E AND GO 0.5 MILE.  THEN TURN S AND GO 5.1
 QS0714'MILES TO A T-INTERSECTION.  HERE LEAVE MOBRIDGE-POLLOCK ROAD,
 QS0714'TURN W, AND FOLLOW MAIN ROAD W AND S, 4.8 MILES TO FRED
 QS0714'SCHAEFFERS HOUSE ON THE RIGHT SIDE OF THE ROAD.  LEAVE ROAD,
 QS0714'TURN RIGHT, PASS THROUGH GATE AT SCHAEFFERS HOUSE, PASS TO THE
 QS0714'LEFT OF BARN AND GO THROUGH THE GATE SW OF BARN.  THEN
 QS0714'CONTINUE W ACROSS PASTURE 0.8 MILE TO TOP OF HIGH GROUND AND
 QS0714'STATION.
 QS0714'
 QS0714'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 QS0714
 QS0714                          STATION RECOVERY (1945)
 QS0714
 QS0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0714'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 QS0714'DESCRIBED.
 QS0714
 QS0714                          STATION RECOVERY (1948)
 QS0714
 QS0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0714'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND
 QS0714'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 QS0714'FOLLOWS.
 QS0714'
 QS0714'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF POLLOCK, 0.75
 QS0714'MILE WEST-SOUTHWEST OF THE SCHAEFFER FARM HOUSE, IN PASTURE
 QS0714'LAND ON A BLUFF OVERLOOKING THE MISSOURI RIVER TO THE WEST
 QS0714'AND ON LAND OWNED BY FRED SCHAEFFER.
 QS0714'
 QS0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. 12 AND SECTION
 QS0714'LINE ROAD WHICH IS JUST WEST OF THE SMALL VILLAGE OF GLENHAM, GO
 QS0714'NORTH ON SECTION LINE ROAD FOR 9 MILES TO WHERE THE MAIN ROAD
 QS0714'TURNS RIGHT, TURN RIGHT AND GO EAST FOR 4 MILES TO A T ROAD
 QS0714'LEFT, TURN LEFT AND GO NORTH FOR 7 MILES TO A T ROAD
 QS0714'INTERSECTION, TURN LEFT AND GO 4 MILES TO A CROSSROAD, CONTINUE
 QS0714'STRAIGHT AHEAD ON GRADED DIRT ROAD FOR 1 MILE TO A T ROAD
 QS0714'INTERSECTION, TURN RIGHT AND GO 0.15 MILE TO THE SCHAEFFER
 QS0714'FARM HOUSE ON THE LEFT.  *TURN LEFT AND PASS TO THE LEFT OF
 QS0714'FARM BUILDINGS AND A WIRE GATE, PASS THROUGH THE GATE AND
 QS0714'KEEP TO THE LEFT OF FARM WIND MILL AND GO IN A WESTERLY
 QS0714'DIRECTION FOR 0.7 MILE TO THE STATION AS DESCRIBED.  *TO
 QS0714'REACH THE AZIMUTH MARK FROM THE FARM DRIVEWAY, GO NORTH ON
 QS0714'SECTION LINE ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 QS0714'DESCRIBED.
 QS0714'
 QS0714'THE STATION MARK IS 348 FEET NORTH OF AN EAST - WEST FENCE
 QS0714'LINE, 190 FEET EAST OF A NORTH - SOUTH FENCE LINE.  THE
 QS0714'STATION MARK IS A SQUARE CONCRETE BLOCK THAT PROJECTS 4 INCHES.
 QS0714'IN THE TOP OF THE BLOCK IS A STANDARD BRONZE STATION MARK DISK
 QS0714'THAT IS STAMPED SCHAEFFER 1934.
 QS0714'
 QS0714'REFERENCE MARK NO. 1 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 QS0714'3 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE MARK
 QS0714'DISK THAT IS STAMPED SCHAEFFER NO 1 1934.
 QS0714'
 QS0714'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 QS0714'4 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE
 QS0714'MARK DISK THAT IS STAMPED SCHAEFFER NO 2 1934.
 QS0714'
 QS0714'THE AZIMUTH MARK IS 1.0 MILES NORTHEAST OF THE STATION, 0.3
 QS0714'MILE NORTH OF THE SCHAEFFER FARM HOUSE, 108 FEET SOUTH OF THE
 QS0714'NORTHEAST FENCE CORNER OF A FIELD, 30 FEET WEST OF THE
 QS0714'APPROXIMATE CENTERLINE OF A SECTION LINE ROAD AND IN A FENCE
 QS0714'LINE.  THE MARK IS A SQUARE CONCRETE BLOCK THAT PROJECTS 3
 QS0714'INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD BRONZE
 QS0714'REFERENCE MARK DISK THAT IS STAMPED SCHAEFFER AZIMUTH 1934.
 QS0714'
 QS0714'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 QS0714'
 QS0714'A 4 FOOT STAND IS NEEDED TO SEE STATION MOUND.
 QS0714'
 QS0714'A 10 FOOT STAND IS NEEDED TO SEE STATION BADGER 1934.
 QS0714'
 QS0714'A 10 FOOT STAND IS NEEDED TO SEE STATION BLUME (MO.R.C.) 1945.
 QS0714'
 QS0714'A 4 FOOT STAND IS NEEDED TO SEE STATION LONESOME 1934.
 QS0714'
 QS0714'A 4 FOOT STAND IS NEEDED TO SEE STATION WINDY (U.S.G.S.)
 QS0714'
 QS0714'A 4 FOOT STAND IS NEEDED TO SEE STATION POLLOCK 1934.
 QS0714
 QS0714                          STATION RECOVERY (1960)
 QS0714
 QS0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QS0714'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QS0714
 QS0714                          STATION RECOVERY (1967)
 QS0714
 QS0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JSA)
 QS0714'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND AS
 QS0714'DESCRIBED IN GOOD CONDITION.
 QS0714'
 QS0714'THE OLD DESCRIPTION IS ADEQUATE.
 QS0714'
 QS0714'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0457 ***********************************************************************
 PV0457  DESIGNATION -  SCHENK
 PV0457  PID         -  PV0457
 PV0457  STATE/COUNTY-  SD/LAWRENCE
 PV0457  COUNTRY     -  US
 PV0457  USGS QUAD   -  BEULAH (2017)
 PV0457
 PV0457                         *CURRENT SURVEY CONTROL
 PV0457  ______________________________________________________________________
 PV0457* NAD 83(1996) POSITION- 44 31 59.31841(N) 104 00 52.69200(W)   ADJUSTED
 PV0457* NAVD 88 ORTHO HEIGHT -  1114.    (meters)     3655.    (feet) SCALED
 PV0457  ______________________________________________________________________
 PV0457  GEOID HEIGHT    -        -14.493 (meters)                     GEOID18
 PV0457  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 PV0457  HORZ ORDER      -  THIRD
 PV0457
 PV0457.The horizontal coordinates were established by classical geodetic methods
 PV0457.and adjusted by the National Geodetic Survey in January 1998.
 PV0457
 PV0457.The orthometric height was scaled from a topographic map.
 PV0457
 PV0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0457.GEOID18 height accuracy estimate available here.
 PV0457
 PV0457.Click photographs - Photos may exist for this station.
 PV0457
 PV0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 PV0457
 PV0457. The following values were computed from the NAD 83(1996) position.
 PV0457
 PV0457;                    North         East     Units Scale Factor Converg.
 PV0457;SPC SD N     -    85,675.000   281,035.878   MT  0.99997972   -2 50 28.7
 PV0457;SPC SD N     -   281,085.40    922,031.88   sFT  0.99997972   -2 50 28.7
 PV0457;SPC WY E     -   448,632.840   291,562.909   MT  1.00004056   +0 48 28.8
 PV0457;SPC WY E     - 1,471,889.58    956,569.31   sFT  1.00004056   +0 48 28.8
 PV0457;UTM  13      - 4,931,562.904   578,289.846   MT  0.99967537   +0 41 27.9
 PV0457
 PV0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0457!SPC SD N     -   0.99982770  x   0.99997972  =   0.99980743
 PV0457!SPC WY E     -   0.99982770  x   1.00004056  =   0.99986826
 PV0457!UTM  13      -   0.99982770  x   0.99967537  =   0.99950313
 PV0457
 PV0457:                Primary Azimuth Mark                     Grid Az
 PV0457:SPC SD N     -  BORDER                                   260 35 00.7
 PV0457:SPC WY E     -  BORDER                                   256 56 03.2
 PV0457:UTM  13      -  BORDER                                   257 03 04.1
 PV0457
 PV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7828931562(NAD 83)
 PV0457
 PV0457|---------------------------------------------------------------------|
 PV0457| PID    Reference Object                     Distance      Geod. Az  |
 PV0457|                                                           dddmmss.s |
 PV0457| CQ4869 SCHENK RM 1                          21.756 METERS 02552     |
 PV0457| CQ4870 SCHENK RM 2                           8.861 METERS 17620     |
 PV0457| PV0458 BORDER                              APPROX. 3.3 KM 2574432.0 |
 PV0457|---------------------------------------------------------------------|
 PV0457
 PV0457                          SUPERSEDED SURVEY CONTROL
 PV0457
 PV0457  NAD 83(1993)-  44 31 59.31175(N)    104 00 52.69455(W) AD(       ) 3
 PV0457  NAD 83(1986)-  44 31 59.30615(N)    104 00 52.68228(W) AD(       ) 3
 PV0457  NAD 27      -  44 31 59.36710(N)    104 00 50.92530(W) AD(       ) 3
 PV0457
 PV0457.Superseded values are not recommended for survey control.
 PV0457
 PV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0457.See file dsdata.pdf to determine how the superseded data were derived.
 PV0457
 PV0457_MARKER: DS = TRIANGULATION STATION DISK
 PV0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0457_STAMPING: SCHENK 1962
 PV0457_MARK LOGO: CGS
 PV0457_MAGNETIC: P = MARKER IS A STEEL PIPE
 PV0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0457
 PV0457  HISTORY     - Date     Condition        Report By
 PV0457  HISTORY     - 1962     MONUMENTED       CGS
 PV0457
 PV0457                          STATION DESCRIPTION
 PV0457
 PV0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PV0457'THE STATION IS 12 MILES SOUTHWEST OF BELLE FOURCHE, 2 MILES EAST
 PV0457'OF THE WYOMING-SOUTH DAKOTA STATE LINE, ON THE HIGHEST POINT OF
 PV0457'A SMALL BUTTE IN THE SOUTHEAST QUARTER OF SECTION 29, T 7 N, R 1 E
 PV0457'AND ON PROPERTY OWNED BY MRS. J.K. SCHENK.
 PV0457'
 PV0457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 PV0457'14 ABOUT 1.5 MILES NORTH OF SPEARFISH, GO WEST ON HIGHWAY 14
 PV0457'FOR 8.0 MILES TO A ROADSIDE PARK ON THE LEFT.  CONTINUE WEST
 PV0457'ON HIGHWAY 14 FOR 0.15 MILE TO A GRAVEL SIDE ROAD ON THE LEFT.
 PV0457'TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.5 MILE TO A
 PV0457'BRIDGE.  CROSS BRIDGE AND CONTINUE SOUTH ON THE GRAVEL ROAD FOR
 PV0457'0.15 MILE TO A GATE ON THE RIGHT AND THE END OF TRUCK
 PV0457'TRAVEL.  PACK SOUTHWEST ACROSS PASTURE FOR 300 YARDS TO THE
 PV0457'TOP OF THE SMALL BUTTE AND THE STATION.
 PV0457'
 PV0457'THE STATION MARK IS A STANDARD DISK STAMPED SCHENK 1962, BRAZED
 PV0457'TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 PV0457'
 PV0457'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SCHENK NO 1 1962,
 PV0457'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 PV0457'ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.
 PV0457'
 PV0457'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCHENK NO 2 1962,
 PV0457'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 PV0457'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 PV0457'
 PV0457'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 PV0457'
 PV0457'STATION BORDER MAY BE USED AS THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1062 ***********************************************************************
 PT1062  DESIGNATION -  SCHIEB
 PT1062  PID         -  PT1062
 PT1062  STATE/COUNTY-  SD/STANLEY
 PT1062  COUNTRY     -  US
 PT1062  USGS QUAD   -  CAPA NW (2017)
 PT1062
 PT1062                         *CURRENT SURVEY CONTROL
 PT1062  ______________________________________________________________________
 PT1062* NAD 83(1996) POSITION- 44 11 29.42773(N) 100 58 23.81616(W)   ADJUSTED
 PT1062* NAVD 88 ORTHO HEIGHT -   672.    (meters)     2205.    (feet) SCALED
 PT1062  ______________________________________________________________________
 PT1062  GEOID HEIGHT    -        -23.055 (meters)                     GEOID18
 PT1062  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC18
 PT1062  HORZ ORDER      -  SECOND
 PT1062
 PT1062.The horizontal coordinates were established by classical geodetic methods
 PT1062.and adjusted by the National Geodetic Survey in January 1998.
 PT1062
 PT1062.The orthometric height was scaled from a topographic map.
 PT1062
 PT1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1062.GEOID18 height accuracy estimate available here.
 PT1062
 PT1062.Click photographs - Photos may exist for this station.
 PT1062
 PT1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1062
 PT1062. The following values were computed from the NAD 83(1996) position.
 PT1062
 PT1062;                    North         East     Units Scale Factor Converg.
 PT1062;SPC SD S     -   206,629.986   548,840.231   MT  0.99995688   -0 26 29.3
 PT1062;SPC SD S     -   677,918.55  1,800,653.32   sFT  0.99995688   -0 26 29.3
 PT1062;UTM  14      - 4,895,036.831   342,302.684   MT  0.99990585   -1 22 32.8
 PT1062
 PT1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1062!SPC SD S     -   0.99989818  x   0.99995688  =   0.99985507
 PT1062!UTM  14      -   0.99989818  x   0.99990585  =   0.99980404
 PT1062
 PT1062:                Primary Azimuth Mark                     Grid Az
 PT1062:SPC SD S     -  SCHIEB AZ MK                             014 31 28.0
 PT1062:UTM  14      -  SCHIEB AZ MK                             015 27 31.5
 PT1062
 PT1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4230295036(NAD 83)
 PT1062
 PT1062|---------------------------------------------------------------------|
 PT1062| PID    Reference Object                     Distance      Geod. Az  |
 PT1062|                                                           dddmmss.s |
 PT1062| CO6070 SCHIEB AZ MK                                       0140458.7 |
 PT1062| CO6071 SCHIEB RM 1                          14.089 METERS 15155     |
 PT1062| CO6072 SCHIEB RM 2                          13.155 METERS 24518     |
 PT1062|---------------------------------------------------------------------|
 PT1062
 PT1062                          SUPERSEDED SURVEY CONTROL
 PT1062
 PT1062  NAD 83(1986)-  44 11 29.42215(N)    100 58 23.82015(W) AD(       ) 2
 PT1062  NAD 27      -  44 11 29.47400(N)    100 58 22.31900(W) AD(       ) 2
 PT1062
 PT1062.Superseded values are not recommended for survey control.
 PT1062
 PT1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1062.See file dsdata.pdf to determine how the superseded data were derived.
 PT1062
 PT1062_MARKER: DS = TRIANGULATION STATION DISK
 PT1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1062_STAMPING: SCHIEB 1952
 PT1062_MARK LOGO: CGS
 PT1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1062+STABILITY: SURFACE MOTION
 PT1062
 PT1062  HISTORY     - Date     Condition        Report By
 PT1062  HISTORY     - 1952     MONUMENTED       CGS
 PT1062
 PT1062                          STATION DESCRIPTION
 PT1062
 PT1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1062'THE STATION IS IN SECTION 27, T 3 N, R 26 E, ABOUT 9 MILES
 PT1062'EAST AND 8-1/2 MILES NORTH OF MIDLAND, 1-1/2 MILES NORTH OF
 PT1062'THE JONES-STANLEY COUNTY LINE AND ON LAND OWNED BY A MR.
 PT1062'SCHIEB OF WATERTOWN, SOUTH DAKOTA.
 PT1062'
 PT1062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT1062'A CROSS ROAD 1 BLOCK WEST OF THE BANK IN MIDLAND, GO EAST
 PT1062'AND NORTH ON U.S. HIGHWAY 14 FOR 7.25 MILES TO THE COUNTY
 PT1062'LINE, CONTINUE NORTHERLY ON THE HIGHWAY FOR 2.2 MILES TO A
 PT1062'SIDE ROAD ON THE RIGHT AND A GROVE OF TREES ON THE LEFT, TURN
 PT1062'RIGHT (EAST) AND FOLLOW THE MAIN GRADED ROAD FOR 8.1 MILES TO A
 PT1062'CROSS ROAD, (SCHOOL HOUSE 1/2 MILE EAST ON THE NORTH SIDE
 PT1062'OF THE ROAD) TURN RIGHT (SOUTH) AND GO FOR 0.05 MILE TO A GATE
 PT1062'ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO WEST ON THE
 PT1062'NORTH SIDE OF A FENCE LINE FOR 0.25 MILE TO A FENCE CORNER
 PT1062'AND THE AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE SOUTH AND
 PT1062'SOUTHWESTERLY ACROSS OPEN PASTURE LAND FOR 0.25 MILE TO THE HIGHEST
 PT1062'POINT OF A LOW PROMINENT HILL AND THE STATION AS DESCRIBED.
 PT1062'
 PT1062'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 PT1062'SCHIEB 1952.
 PT1062'
 PT1062'REFERENCE MARK 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1062'SCHIEB NO 1 1952.
 PT1062'
 PT1062'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1062'SCHIEB NO 2 1952.
 PT1062'
 PT1062'THE AZIMUTH MARK IS 55 FEET EAST OF A FENCE CORNER AND 2 FEET
 PT1062'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 PT1062'DISK IS STAMPED SCHIEB 1952.
 PT1062'
 PT1062'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0559 ***********************************************************************
 QQ0559  DESIGNATION -  SCHLIESMAN RESET
 QQ0559  PID         -  QQ0559
 QQ0559  STATE/COUNTY-  SD/GRANT
 QQ0559  COUNTRY     -  US
 QQ0559  USGS QUAD   -  BIG STONE LAKE SW (2017)
 QQ0559
 QQ0559                         *CURRENT SURVEY CONTROL
 QQ0559  ______________________________________________________________________
 QQ0559* NAD 83(1996) POSITION- 45 19 35.11429(N) 096 39 07.33886(W)   ADJUSTED
 QQ0559* NAVD 88 ORTHO HEIGHT -   349.2   (meters)     1146.    (feet) VERTCON3
 QQ0559  ______________________________________________________________________
 QQ0559  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 QQ0559  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 QQ0559  HORZ ORDER      -  SECOND
 QQ0559
 QQ0559.The horizontal coordinates were established by classical geodetic methods
 QQ0559.and adjusted by the National Geodetic Survey in January 1998.
 QQ0559
 QQ0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0559
 QQ0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0559.GEOID18 height accuracy estimate available here.
 QQ0559
 QQ0559.Click photographs - Photos may exist for this station.
 QQ0559
 QQ0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0559
 QQ0559. The following values were computed from the NAD 83(1996) position.
 QQ0559
 QQ0559;                    North         East     Units Scale Factor Converg.
 QQ0559;SPC SD N     -   171,343.582   862,385.242   MT  0.99995063   +2 22 10.1
 QQ0559;SPC SD N     -   562,149.74  2,829,342.25   sFT  0.99995063   +2 22 10.1
 QQ0559;UTM  14      - 5,021,894.429   684,001.002   MT  1.00001629   +1 40 12.6
 QQ0559
 QQ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0559!SPC SD N     -   0.99994932  x   0.99995063  =   0.99989995
 QQ0559!UTM  14      -   0.99994932  x   1.00001629  =   0.99996561
 QQ0559
 QQ0559:                Primary Azimuth Mark                     Grid Az
 QQ0559:SPC SD N     -  SCHLIESMAN AZ MK                         269 28 30.2
 QQ0559:UTM  14      -  SCHLIESMAN AZ MK                         270 10 27.7
 QQ0559
 QQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8400121894(NAD 83)
 QQ0559
 QQ0559|---------------------------------------------------------------------|
 QQ0559| PID    Reference Object                     Distance      Geod. Az  |
 QQ0559|                                                           dddmmss.s |
 QQ0559| CO8718 SCHLIESMAN RM 1                      43.860 METERS 06319     |
 QQ0559| QQ0531 ST JOHANNES EVAN LUTH CH SPIRE      APPROX.17.9 KM 1294543.0 |
 QQ0559| QQ0565 MILBANK ST LAWRENCE CATH CH         APPROX.11.8 KM 1712733.1 |
 QQ0559| QQ0564 MILBANK SCHOOL CUPOLA               APPROX.12.0 KM 1720440.3 |
 QQ0559| QQ0562 MILBANK CONG CHURCH SPIRE           APPROX.11.9 KM 1723403.3 |
 QQ0559| QQ0566 MILBANK C M ST PP RNDHSE RR TK      APPROX.11.6 KM 1741507.8 |
 QQ0559| CO8719 SCHLIESMAN RM 2                      51.328 METERS 27118     |
 QQ0559| CO8717 SCHLIESMAN AZ MK                                   2715040.3 |
 QQ0559|---------------------------------------------------------------------|
 QQ0559
 QQ0559                          SUPERSEDED SURVEY CONTROL
 QQ0559
 QQ0559  NAD 83(1986)-  45 19 35.11351(N)    096 39 07.32875(W) AD(       ) 2
 QQ0559  NAD 27      -  45 19 35.24400(N)    096 39 06.10100(W) AD(       ) 2
 QQ0559  NGVD 29 (07/19/86)  349.0    (m)         1145.     (f) VERT ANG       
 QQ0559
 QQ0559.Superseded values are not recommended for survey control.
 QQ0559
 QQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0559.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0559
 QQ0559_MARKER: DS = TRIANGULATION STATION DISK
 QQ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0559_STAMPING: SCHLIESMAN 1935 1973
 QQ0559_MARK LOGO: CGS
 QQ0559_PROJECTION: RECESSED 46 CENTIMETERS
 QQ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0559+STABILITY: SURFACE MOTION
 QQ0559
 QQ0559  HISTORY     - Date     Condition        Report By
 QQ0559  HISTORY     - 1935     MONUMENTED       CGS
 QQ0559  HISTORY     - 1966     GOOD             MNDT
 QQ0559  HISTORY     - 1971     GOOD             USGS
 QQ0559  HISTORY     - 1972     GOOD             USGS
 QQ0559  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QQ0559
 QQ0559                          STATION DESCRIPTION
 QQ0559
 QQ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0559'STATION IS IN NW 1/4 SEC. 2, T 121 N, R 49 W, ABOUT 7 MILES
 QQ0559'N OF MILBANK, ON LAND FARMED BY JOHN SCHLIESMAN.  TO REACH
 QQ0559'FROM JUNCTION OF ROUTES 12 AND 77 IN MILBANK, GO N ON 12 AND
 QQ0559'77, 4.0 MILES, AND CONTINUE N ON GRAVEL ROAD WHERE ROUTES TURN
 QQ0559'E, 3.0 MILES, TO T-ROAD, W OF MAIL BOXES IN T-ROAD, LEAVE
 QQ0559'GRAVEL ROAD, GO W ON DIRT ROAD 0.7 MILE TO STATION AND MARK
 QQ0559'AT SUMMIT OF GRADE, ON L, S.  MARK IS 50 FEET S OF CENTER LINE
 QQ0559'OF ROAD AND PROJECTS 4 INCHES.
 QQ0559'
 QQ0559'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QQ0559'BRONZE DISKS SET IN CONCRETE.
 QQ0559'
 QQ0559'REFERENCE MARK NO. 1 IS NW OF STATION, 30 FEET N OF CENTER
 QQ0559'LINE OF ROAD, 1 FOOT S OF FENCE LINE, AND PROJECTS 6 INCHES.
 QQ0559'REFERENCE MARK NO. 2 IS W OF STATION, 25 FEET S OF CENTER
 QQ0559'LINE OF ROAD, BY LARGE IMBEDDED ROCK, AND PROJECTS 6 INCHES.
 QQ0559'
 QQ0559'AZIMUTH MARK IS 0.3 MILE W OF STATION.  TO REACH, GO W 0.3
 QQ0559'MILE TO MARK ON R, N.  MARK IS 30 FEET N OF CENTER LINE OF
 QQ0559'ROAD.  IT PROJECTS 6 INCHES.  THERE IS NO NATURAL GROUND AZIMUTH
 QQ0559'MARK AT THIS STATION.
 QQ0559'
 QQ0559'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QQ0559
 QQ0559                          STATION RECOVERY (1966)
 QQ0559
 QQ0559'RECOVERY NOTE BY MN DEPT OF TRANSP 1966 (NGF)
 QQ0559'STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARK AND AZIMUTH
 QQ0559'MARK NOT SEARCHED FOR.
 QQ0559'
 QQ0559'NEW TO REACH DESCRIPTION FOLLOWS--TO REACH FROM THE JUNCTION OF
 QQ0559'ROUTES 12, 15 AND 77 IN MILBANK GO NORTH ON T.H. 15 FOR 7 MILES
 QQ0559'TO A GRAVEL T-ROAD WEST, TURN LEFT, GO WEST ON GRAVEL ROAD FOR 0.7
 QQ0559'MILE TO TOP OF HILL AND STATION ON LEFT.
 QQ0559'
 QQ0559'STATION MARK STAMPED SCHLIESMAN 1935 NOW PROJECTS 16 INCHES AND
 QQ0559'IS 50 FEET SOUTH OF CENTERLINE ROAD.
 QQ0559
 QQ0559                          STATION RECOVERY (1971)
 QQ0559
 QQ0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QQ0559'STATION, RM 1 AND RM 2 FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 QQ0559'WAS NOT FOUND.  ALL MARKS PROJECT ABOUT 15 INCHES AND ARE IN
 QQ0559'CULTIVATED FIELDS.
 QQ0559'
 QQ0559'RM 1 APPEARS TO HAVE BEEN RESET IN APPROX. ORIGINAL POSITION AND
 QQ0559'THE ARROW IS POINTED ABOUT 90 DEG AWAY FROM THE STATION MARK.
 QQ0559
 QQ0559                          STATION RECOVERY (1972)
 QQ0559
 QQ0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0559'STATION MARK RECOVERED ON SOUTH SIDE OF AN E-W ROAD IN A
 QQ0559'CULTIVATED FIELD.  IT NOW PROJECTS ABOUT 2 FEET ABOVE THE
 QQ0559'GROUND SURFACE AND SEEMS UNDISTURBED.
 QQ0559'
 QQ0559'RM 1 WAS NOT FOUND.  RM 2 FOUND AS DESCRIBED.  AZIMUTH MARK NOT
 QQ0559'FOUND.
 QQ0559
 QQ0559                          STATION RECOVERY (1973)
 QQ0559
 QQ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QQ0559'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARKS
 QQ0559'NO. 1 AND NO. 2 HAD BEEN GRADED OUT AND SET BACK IN THE GROUND AT
 QQ0559'RANDOM, THE AZIMUTH MARK WAS NOT FOUND AND APPARENTLY WAS GRADED
 QQ0559'OUT AND DESTROYED.  THE STATION MARK WAS DUG UP AND THE
 QQ0559'UNDERGROUND STATION MARK RECOVERED, THE POSITION OF THE MARKS WAS
 QQ0559'HELD AND A NEW UNDERGROUND STATION MARK WAS SET LOWER AND A
 QQ0559'SURFACE STATION MARK PLUMBED OVER IT, THE MARKS WERE LOWERED TO
 QQ0559'LESSEN THE POSSIBILITY OF BEING BUMPED BY FARM MACHINERY.
 QQ0559'REFERENCE MARK NO. 1 WAS LEFT AS FOUND AND RESTAMPED FOR USE
 QQ0559'AS REFERENCE MARK NO. 3.  REFERENCE MARK NO. 2 DISK WAS
 QQ0559'REMOVED AND A NEW DISK WAS SET IN THE OLD MONUMENT FOR USE AS
 QQ0559'REFERENCE MARK NO. 4.  REFERENCE MARKS NO. 5 AND NO. 6 (AZIMUTH
 QQ0559'MARK) WERE SET.  POLARIS WAS OBSERVED AS THERE WERE NO OTHER
 QQ0559'STATIONS VISIBLE FROM THE GROUND.
 QQ0559'
 QQ0559'A NEW DESCRIPTION FOLLOWS--
 QQ0559'
 QQ0559'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF MILBANK, IN THE
 QQ0559'NW 1/4, SECT. 2, T 121 N, R 49 W, ON HIGH GROUND ALONG A GRAVELED
 QQ0559'EAST-WEST ROAD, AT THE GRANT-ROBERTS COUNTY LINE, ABOUT 0.1 MILE
 QQ0559'WEST AND ACROSS THE ROAD FROM THE FARMSTEAD OF MR. ROBERT WEBER.
 QQ0559'
 QQ0559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QQ0559'STATE HIGHWAY 15 IN MILBANK, GO NORTH ON HIGHWAY 15 FOR 7.7
 QQ0559'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT AS
 QQ0559'DESCRIBED, TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.75
 QQ0559'MILE TO THE STATION MARK ON THE LEFT AS DESCRIBED.
 QQ0559'
 QQ0559'THE STATION MARK IS A STANDARD DISK STAMPED SCHLIESMAN 1935
 QQ0559'1973, SET IN A ROUND CONCRETE MONUMENT IN THE BACK SLOPE OF THE
 QQ0559'DITCH ABOUT 18-INCHES BELOW FIELD LEVEL AND 18-INCHES ABOVE THE
 QQ0559'FLOOR OF THE DITCH.  IT IS 219 FEET SOUTHWEST OF THE SOUTHWEST
 QQ0559'CORNER OF A METAL QUONSET BUILDING, 90 FEET SOUTH OF A METAL
 QQ0559'WITNESS POST, 54 FEET SOUTH-SOUTHEAST OF THE CENTER OF A FIELD
 QQ0559'ENTRANCE TO THE NORTH, AND 35 FEET SOUTH OF THE CENTER OF THE
 QQ0559'GRAVELED ROAD.
 QQ0559'
 QQ0559'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SCHLIESMAN 1935 NO
 QQ0559'3 1973, SET IN A SQUARE CONCRETE MONUMENT 12-INCHES BELOW GROUND
 QQ0559'SURFACE.  IT IS 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QQ0559'QUONSET BUILDING, AND 34 FEET NORTH OF THE CENTER OF THE ROAD.
 QQ0559'
 QQ0559'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SCHLIESMAN
 QQ0559'1935 NO 4 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 QQ0559'WITH THE GROUND SURFACE.  IT IS 155 FEET WEST-SOUTHWEST OF THE
 QQ0559'CENTER OF THE FIELD ENTRANCE AND 39 FEET SOUTH OF THE CENTER
 QQ0559'OF THE ROAD.
 QQ0559'
 QQ0559'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED SCHLIESMAN
 QQ0559'1935 NO 5 1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QQ0559'8-INCHES.  IT IS IN THE SOUTHWEST CORNER OF THE SHELTER BELT
 QQ0559'AROUND THE WEBER FARMSTEAD, 56 FEET NORTH OF THE CENTER OF THE
 QQ0559'ROAD, 22 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, 1.5 FEET
 QQ0559'SOUTH OF A METAL WITNESS, IN A PILE OF ROCKS.
 QQ0559'
 QQ0559'REFERENCE MARK NO. 6 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 QQ0559'SCHLIESMAN 1935 NO 6 1973, SET IN A ROUND CONCRETE MONUMENT FLUSH
 QQ0559'WITH THE GROUND.  IT IS 52 FEET EAST OF THE CENTER OF STATE
 QQ0559'HIGHWAY 15, 19 FEET NORTH OF THE EXTENDED LINE OF THE CENTER OF
 QQ0559'THE GRAVELED ROAD WEST, AND 2.5 FEET NORTH OF THE GRANT-ROBERTS
 QQ0559'COUNTY HISTORICAL SIGN.
 QQ0559'
 QQ0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0559'ABOUT 7 MILES NORTH OF MILBANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1870 ***********************************************************************
 PU1870  DESIGNATION -  SCHMELE
 PU1870  PID         -  PU1870
 PU1870  STATE/COUNTY-  SD/BUTTE
 PU1870  COUNTRY     -  US
 PU1870  USGS QUAD   -  NISLAND (2017)
 PU1870
 PU1870                         *CURRENT SURVEY CONTROL
 PU1870  ______________________________________________________________________
 PU1870* NAD 83(1996) POSITION- 44 43 51.08010(N) 103 33 02.43854(W)   ADJUSTED
 PU1870* NAVD 88 ORTHO HEIGHT -   891.413 (meters)     2924.58  (feet) ADJUSTED
 PU1870  ______________________________________________________________________
 PU1870  GEOID HEIGHT    -        -16.108 (meters)                     GEOID18
 PU1870  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 PU1870  DYNAMIC HEIGHT  -        891.181 (meters)     2923.82  (feet) COMP
 PU1870  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1870
 PU1870  HORZ ORDER      -  SECOND
 PU1870  VERT ORDER      -  SECOND    CLASS 0
 PU1870
 PU1870.The horizontal coordinates were established by classical geodetic methods
 PU1870.and adjusted by the National Geodetic Survey in January 1998.
 PU1870
 PU1870.The orthometric height was determined by differential leveling and
 PU1870.adjusted by the NATIONAL GEODETIC SURVEY
 PU1870.in June 1991.
 PU1870
 PU1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1870.GEOID18 height accuracy estimate available here.
 PU1870
 PU1870.Click photographs - Photos may exist for this station.
 PU1870
 PU1870.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1870
 PU1870.The dynamic height is computed by dividing the NAVD 88
 PU1870.geopotential number by the normal gravity value computed on the
 PU1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1870.degrees latitude (g = 980.6199 gals.).
 PU1870
 PU1870.The modeled gravity was interpolated from observed gravity values.
 PU1870
 PU1870. The following values were computed from the NAD 83(1996) position.
 PU1870
 PU1870;                    North         East     Units Scale Factor Converg.
 PU1870;SPC SD N     -   105,901.316   318,835.676   MT  0.99995466   -2 30 46.6
 PU1870;SPC SD N     -   347,444.57  1,046,046.71   sFT  0.99995466   -2 30 46.6
 PU1870;UTM  13      - 4,954,074.206   614,762.439   MT  0.99976196   +1 01 12.4
 PU1870
 PU1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1870!SPC SD N     -   0.99986278  x   0.99995466  =   0.99981744
 PU1870!UTM  13      -   0.99986278  x   0.99976196  =   0.99962477
 PU1870
 PU1870:                Primary Azimuth Mark                     Grid Az
 PU1870:SPC SD N     -  MILLER BUTTE                             183 58 37.9
 PU1870:UTM  13      -  MILLER BUTTE                             180 26 38.9
 PU1870
 PU1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1476254074(NAD 83)
 PU1870
 PU1870|---------------------------------------------------------------------|
 PU1870| PID    Reference Object                     Distance      Geod. Az  |
 PU1870|                                                           dddmmss.s |
 PU1870| PU2362 MILLER BUTTE                        APPROX. 4.7 KM 1812751.3 |
 PU1870| PU1869 SCHMELE RM 1                         13.795 METERS 19034     |
 PU1870| PU1871 SCHMELE RM 2                         12.050 METERS 29709     |
 PU1870|---------------------------------------------------------------------|
 PU1870
 PU1870                          SUPERSEDED SURVEY CONTROL
 PU1870
 PU1870  NAD 83(1993)-  44 43 51.07415(N)    103 33 02.43875(W) AD(       ) 2
 PU1870  NAD 83(1986)-  44 43 51.06925(N)    103 33 02.43476(W) AD(       ) 2
 PU1870  NGVD 29 (??/??/92)  890.931  (m)         2923.00   (f) ADJ UNCH    2 0
 PU1870  NGVD 29             890.93   (m)         2923.0    (f) LEVELING    3  
 PU1870
 PU1870.Superseded values are not recommended for survey control.
 PU1870
 PU1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1870.See file dsdata.pdf to determine how the superseded data were derived.
 PU1870
 PU1870_MARKER: DS = TRIANGULATION STATION DISK
 PU1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1870_STAMPING: SCHMELE 1962
 PU1870_MARK LOGO: CGS
 PU1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1870+STABILITY: SURFACE MOTION
 PU1870
 PU1870  HISTORY     - Date     Condition        Report By
 PU1870  HISTORY     - 1962     MONUMENTED       CGS
 PU1870  HISTORY     - 1963     GOOD             CGS
 PU1870
 PU1870                          STATION DESCRIPTION
 PU1870
 PU1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1870'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF ARPAN, 6 MILES
 PU1870'WEST-NORTHWEST OF NEWELL, AND 3-3/4 MILES NORTH OF NISLAND, ON A LOW
 PU1870'RIDGE RUNNING NORTHWEST AND SOUTHEAST IN PASTURE LAND.  THERE IS A
 PU1870'HIGHER POINT ABOUT 1/2 MILE SOUTHEAST AND A SMALL STOCK POND ABOUT
 PU1870'200 YARDS NORTHEAST.
 PU1870'
 PU1870'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, GO NORTH ON
 PU1870'GIRARD AVENUE FOR 0.4 MILE TO U.S. HIGHWAY 212.  TURN LEFT AND GO
 PU1870'WEST 0.25 MILE TO STATE HIGHWAY 79.  CONTINUE WEST AND NORTH ON
 PU1870'GRADED, GRAVEL ROAD 4.1 MILES TO A FORK JUST SOUTH OF HORSE CREEK
 PU1870'SCHOOLHOUSE.  TAKE THE LEFT FORK AND GO WEST 2.8 MILES TO A
 PU1870'CROSSROAD.  TURN LEFT AND GO SOUTH 0.4 MILE TO A WIRE GATE IN
 PU1870'THE WEST RIGHT-OF-WAY FENCE.  TURN RIGHT, THROUGH THE GATE, AND
 PU1870'GO NORTHWEST ON DIM TRACKS 0.2 MILE TO THE STATION.
 PU1870'
 PU1870'THE STATION MARK IS A STANDARD DISK STAMPED SCHMELE 1962 CEMENTED
 PU1870'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 PU1870'ABOUT 1 INCH ABOVE GROUND.
 PU1870'
 PU1870'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED SCHMELE NO 1 1962
 PU1870'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU1870'PROJECTING ABOUT 1 INCH ABOVE GROUND, IS ABOUT 18 INCHES LOWER THAN
 PU1870'THE STATION MARK.
 PU1870'
 PU1870'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED SCHMELE NO 2 1962
 PU1870'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU1870'PROJECTING ABOUT 2 INCHES ABOVE GROUND, IS ABOUT 6 INCHES LOWER
 PU1870'THAN THE STATION MARK.
 PU1870
 PU1870                          STATION RECOVERY (1963)
 PU1870
 PU1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1870'4.8 MI N FROM NISLAND.
 PU1870'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1870'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1870'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1870'ROAD, THENCE 2.0 MILES NORTH ALONG A TRACK ROAD, THENCE 0.9 MILE
 PU1870'NORTH ALONG A GRADED COUNTY ROAD, THENCE 0.2 MILE NORTHWEST
 PU1870'ACROSS A FIELD, AT THE CREST OF A SMALL HILL, 46.0 FEET NORTH
 PU1870'OF R.M. 1, 39.5 FEET SOUTHEAST OF R.M. 2, AND SET IN THE TOP OF
 PU1870'A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1869 ***********************************************************************
 PU1869  DESIGNATION -  SCHMELE RM 1
 PU1869  PID         -  PU1869
 PU1869  STATE/COUNTY-  SD/BUTTE
 PU1869  COUNTRY     -  US
 PU1869  USGS QUAD   -  NISLAND (2017)
 PU1869
 PU1869                         *CURRENT SURVEY CONTROL
 PU1869  ______________________________________________________________________
 PU1869* NAD 83(1986) POSITION- 44 43 50.64   (N) 103 33 02.55   (W)   HD_HELD1
 PU1869* NAVD 88 ORTHO HEIGHT -   890.931 (meters)     2923.00  (feet) ADJUSTED
 PU1869  ______________________________________________________________________
 PU1869  GEOID HEIGHT    -        -16.107 (meters)                     GEOID18
 PU1869  DYNAMIC HEIGHT  -        890.699 (meters)     2922.24  (feet) COMP
 PU1869  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1869
 PU1869  VERT ORDER      -  SECOND    CLASS 0
 PU1869
 PU1869.The horizontal coordinates were determined by differentially corrected
 PU1869.hand held GPS observations or other comparable positioning techniques
 PU1869.and have an estimated accuracy of +/- 3 meters.
 PU1869
 PU1869.The orthometric height was determined by differential leveling and
 PU1869.adjusted by the NATIONAL GEODETIC SURVEY
 PU1869.in June 1991.
 PU1869
 PU1869.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1869.GEOID18 height accuracy estimate available here.
 PU1869
 PU1869.Click photographs - Photos may exist for this station.
 PU1869
 PU1869.The dynamic height is computed by dividing the NAVD 88
 PU1869.geopotential number by the normal gravity value computed on the
 PU1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1869.degrees latitude (g = 980.6199 gals.).
 PU1869
 PU1869.The modeled gravity was interpolated from observed gravity values.
 PU1869
 PU1869;                    North         East    Units  Estimated Accuracy
 PU1869;SPC SD N     -   105,887.9     318,832.6     MT  (+/- 3 meters HH1 GPS) 
 PU1869
 PU1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1476054060(NAD 83)
 PU1869
 PU1869                          SUPERSEDED SURVEY CONTROL
 PU1869
 PU1869  NGVD 29 (??/??/92)  890.449  (m)         2921.41   (f) ADJ UNCH    2 0
 PU1869
 PU1869.Superseded values are not recommended for survey control.
 PU1869
 PU1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1869.See file dsdata.pdf to determine how the superseded data were derived.
 PU1869
 PU1869_MARKER: DR = REFERENCE MARK DISK
 PU1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1869_STAMPING: SCHMELE NO 1 1962
 PU1869_MARK LOGO: CGS
 PU1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1869+STABILITY: SURFACE MOTION
 PU1869
 PU1869  HISTORY     - Date     Condition        Report By
 PU1869  HISTORY     - 1962     MONUMENTED       CGS
 PU1869  HISTORY     - 1963     GOOD             CGS
 PU1869
 PU1869                          STATION DESCRIPTION
 PU1869
 PU1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1869'4.8 MI N FROM NISLAND.
 PU1869'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1869'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1869'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1869'ROAD, THENCE 2.0 MILES NORTH ALONG A TRACK ROAD, THENCE 0.9 MILE
 PU1869'NORTH ALONG A GRADED COUNTY ROAD, THENCE 0.2 MILE NORTHWEST
 PU1869'ACROSS A FIELD, 68.7 FEET SOUTHEAST OF R.M. 2, 46.0 FEET SOUTH
 PU1869'OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 PU1869'PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1871 ***********************************************************************
 PU1871  DESIGNATION -  SCHMELE RM 2
 PU1871  PID         -  PU1871
 PU1871  STATE/COUNTY-  SD/BUTTE
 PU1871  COUNTRY     -  US
 PU1871  USGS QUAD   -  NISLAND (2017)
 PU1871
 PU1871                         *CURRENT SURVEY CONTROL
 PU1871  ______________________________________________________________________
 PU1871* NAD 83(1986) POSITION- 44 43 51.26   (N) 103 33 02.93   (W)   HD_HELD1
 PU1871* NAVD 88 ORTHO HEIGHT -   891.215 (meters)     2923.93  (feet) ADJUSTED
 PU1871  ______________________________________________________________________
 PU1871  GEOID HEIGHT    -        -16.107 (meters)                     GEOID18
 PU1871  DYNAMIC HEIGHT  -        890.983 (meters)     2923.17  (feet) COMP
 PU1871  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1871
 PU1871  VERT ORDER      -  SECOND    CLASS 0
 PU1871
 PU1871.The horizontal coordinates were determined by differentially corrected
 PU1871.hand held GPS observations or other comparable positioning techniques
 PU1871.and have an estimated accuracy of +/- 3 meters.
 PU1871
 PU1871.The orthometric height was determined by differential leveling and
 PU1871.adjusted by the NATIONAL GEODETIC SURVEY
 PU1871.in June 1991.
 PU1871
 PU1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1871.GEOID18 height accuracy estimate available here.
 PU1871
 PU1871.Click photographs - Photos may exist for this station.
 PU1871
 PU1871.The dynamic height is computed by dividing the NAVD 88
 PU1871.geopotential number by the normal gravity value computed on the
 PU1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1871.degrees latitude (g = 980.6199 gals.).
 PU1871
 PU1871.The modeled gravity was interpolated from observed gravity values.
 PU1871
 PU1871;                    North         East    Units  Estimated Accuracy
 PU1871;SPC SD N     -   105,907.3     318,825.1     MT  (+/- 3 meters HH1 GPS) 
 PU1871
 PU1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1475154079(NAD 83)
 PU1871
 PU1871                          SUPERSEDED SURVEY CONTROL
 PU1871
 PU1871  NGVD 29 (??/??/92)  890.732  (m)         2922.34   (f) ADJ UNCH    2 0
 PU1871
 PU1871.Superseded values are not recommended for survey control.
 PU1871
 PU1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1871.See file dsdata.pdf to determine how the superseded data were derived.
 PU1871
 PU1871_MARKER: DR = REFERENCE MARK DISK
 PU1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1871_STAMPING: SCHMELE NO 2 1962
 PU1871_MARK LOGO: CGS
 PU1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1871+STABILITY: SURFACE MOTION
 PU1871
 PU1871  HISTORY     - Date     Condition        Report By
 PU1871  HISTORY     - 1962     MONUMENTED       CGS
 PU1871  HISTORY     - 1963     GOOD             CGS
 PU1871
 PU1871                          STATION DESCRIPTION
 PU1871
 PU1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1871'4.2 MI N FROM NISLAND.
 PU1871'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1871'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1871'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1871'ROAD, THENCE 2.0 MILES NORTH ALONG A TRACK ROAD, THENCE 0.9 MILE
 PU1871'NORTH ALONG A GRADED COUNTY ROAD, THENCE 0.2 MILE NORTHWEST ACROSS
 PU1871'A FIELD, 68.7 FEET NORTHWEST OF R.M. 1, 39.5 FEET NORTHWEST OF
 PU1871'THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1871'0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0699 ***********************************************************************
 QS0699  DESIGNATION -  SCHMIDT
 QS0699  PID         -  QS0699
 QS0699  STATE/COUNTY-  SD/WALWORTH
 QS0699  COUNTRY     -  US
 QS0699  USGS QUAD   -  GLENHAM (2017)
 QS0699
 QS0699                         *CURRENT SURVEY CONTROL
 QS0699  ______________________________________________________________________
 QS0699* NAD 83(1996) POSITION- 45 31 38.98911(N) 100 20 26.06046(W)   ADJUSTED
 QS0699* NAVD 88 ORTHO HEIGHT -   605.5   (meters)     1987.    (feet) VERTCON3
 QS0699  ______________________________________________________________________
 QS0699  GEOID HEIGHT    -        -21.964 (meters)                     GEOID18
 QS0699  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 QS0699  HORZ ORDER      -  FIRST
 QS0699
 QS0699.The horizontal coordinates were established by classical geodetic methods
 QS0699.and adjusted by the National Geodetic Survey in January 1998.
 QS0699
 QS0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0699
 QS0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0699.GEOID18 height accuracy estimate available here.
 QS0699
 QS0699.Click photographs - Photos may exist for this station.
 QS0699
 QS0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0699
 QS0699. The following values were computed from the NAD 83(1996) position.
 QS0699
 QS0699;                    North         East     Units Scale Factor Converg.
 QS0699;SPC SD N     -   188,320.049   573,395.264   MT  0.99997365   -0 14 27.7
 QS0699;SPC SD N     -   617,846.69  1,881,214.30   sFT  0.99997365   -0 14 27.7
 QS0699;UTM  14      - 5,042,425.327   395,316.524   MT  0.99973473   -0 57 24.1
 QS0699
 QS0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0699!SPC SD N     -   0.99990853  x   0.99997365  =   0.99988218
 QS0699!UTM  14      -   0.99990853  x   0.99973473  =   0.99964328
 QS0699
 QS0699:                Primary Azimuth Mark                     Grid Az
 QS0699:SPC SD N     -  SCHMIDT AZ MK                            008 39 21.5
 QS0699:UTM  14      -  SCHMIDT AZ MK                            009 22 17.9
 QS0699
 QS0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9531642425(NAD 83)
 QS0699
 QS0699|---------------------------------------------------------------------|
 QS0699| PID    Reference Object                     Distance      Geod. Az  |
 QS0699|                                                           dddmmss.s |
 QS0699| CO6073 SCHMIDT AZ MK                                      0082453.8 |
 QS0699| AE7251 SCHMIDT RM 1                         23.510 METERS 03451     |
 QS0699| QS0700 GLENHAM CHURCH SPIRE                APPROX. 5.4 KM 0801059.7 |
 QS0699| QS0707 MOBRIDGE MUNICIPAL TANK             APPROX. 7.2 KM 2760158.9 |
 QS0699| QS0706 MOBRIDGE CATH CH SPIRE              APPROX. 8.9 KM 2773306.4 |
 QS0699| AE7252 SCHMIDT RM 2                         34.625 METERS 30224     |
 QS0699|---------------------------------------------------------------------|
 QS0699
 QS0699                          SUPERSEDED SURVEY CONTROL
 QS0699
 QS0699  NAD 83(1986)-  45 31 38.97932(N)    100 20 26.05918(W) AD(       ) 1
 QS0699  NAD 27      -  45 31 39.00600(N)    100 20 24.59000(W) AD(       ) 1
 QS0699  NGVD 29 (07/19/86)  605.1    (m)         1985.     (f) VERT ANG       
 QS0699
 QS0699.Superseded values are not recommended for survey control.
 QS0699
 QS0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0699.See file dsdata.pdf to determine how the superseded data were derived.
 QS0699
 QS0699_MARKER: DS = TRIANGULATION STATION DISK
 QS0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0699_STAMPING: SCHMIDT 1934
 QS0699_MARK LOGO: CGS
 QS0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0699+STABILITY: SURFACE MOTION
 QS0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0699+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 QS0699
 QS0699  HISTORY     - Date     Condition        Report By
 QS0699  HISTORY     - 1934     MONUMENTED       CGS
 QS0699  HISTORY     - 1941     GOOD             SDDT
 QS0699  HISTORY     - 1945     GOOD             CGS
 QS0699  HISTORY     - 1948     GOOD             CGS
 QS0699  HISTORY     - 1964     GOOD             CGS
 QS0699  HISTORY     - 1967     GOOD             USGS
 QS0699  HISTORY     - 1969     GOOD             USAF
 QS0699  HISTORY     - 19810807 GOOD             NGS
 QS0699  HISTORY     - 19970311 GOOD             NGS
 QS0699
 QS0699                          STATION DESCRIPTION
 QS0699
 QS0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0699'STATION IS ON THE S END OF A HIGH, PROMINENT RIDGE ABOUT 3-1/2
 QS0699'MILES W OF GLENHAM, AND ABOUT 3/4 MILE S OF U.S. HIGHWAY 12.
 QS0699'IT IS IN SEC. 25, T 124 N, R 79 W.
 QS0699'
 QS0699'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QS0699'BRONZE DISKS SET IN CONCRETE.
 QS0699'
 QS0699'REFERENCE MARK NO. 1 IS NE OF THE STATION.
 QS0699'
 QS0699'REFERENCE MARK NO. 2 IS NW OF THE STATION.
 QS0699'
 QS0699'THE AZIMUTH MARK IS ABOUT 3/4 MILE N OF THE STATION.  IT IS
 QS0699'36 FEET S OF THE CENTER OF THE HIGHWAY AND IS UNDER THE
 QS0699'FENCE LINE.
 QS0699'
 QS0699'THE STATION IS REACHED FROM MOBRIDGE, BY GOING E ON U.S.
 QS0699'HIGHWAY 12, 4.3 MILES.  LEAVE THE HIGHWAY AT THE TOP OF THE
 QS0699'GRADE.  PASS THROUGH THE WIRE GATE AND FOLLOW THE TRAIL
 QS0699'SE 0.2 MILE TO A LONE HOUSE.  PASS THE HOUSE AND PASS THROUGH
 QS0699'ANOTHER WIRE GATE TO THE S.  DRIVE SE TOWARD HIGHER GROUND
 QS0699'0.3 MILE TO A WIRE FENCE.  CROSS THE FENCE AND DRIVE 0.4 MILE
 QS0699'SE TO THE HIGHEST POINT AND THE STATION.
 QS0699'
 QS0699'A 4-FOOT STAND WAS ERECTED.
 QS0699
 QS0699                          STATION RECOVERY (1941)
 QS0699
 QS0699'RECOVERY NOTE BY SD DEPT OF TRANSP 1941
 QS0699'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE THE AZIMUTH
 QS0699'MARK.  THE MARK WAS MOVED 30.00 FEET IN THE DIRECTION OF
 QS0699'TRIANGULATION STATION SCHMIDT, ON A DIRECT LINE WITH ITS OLD
 QS0699'POSITION.
 QS0699
 QS0699                          STATION RECOVERY (1945)
 QS0699
 QS0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0699'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AREA
 QS0699'AT THE STATION IS NOW FENCED OUT FROM THE W AND A NEW ROUTE
 QS0699'TO THE STATION IS AS FOLLOWS--GO E ON U.S. HIGHWAY 12 FOR 5.1
 QS0699'MILES, THEN TURN RIGHT THROUGH A GATE AND FOLLOW OLD TRACK
 QS0699'ROAD SW ABOUT 1/2 MILE.  THEN BEAR RIGHT OFF THE ROAD AND
 QS0699'CONTINUE W UP THE PASTURE SLOPE ABOUT 1/4 MILE TO THE STATION
 QS0699'ON THE HIGHEST POINT OF THE PROMINENT BENCH.
 QS0699
 QS0699                          STATION RECOVERY (1948)
 QS0699
 QS0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0699'STATION RECOVERED AND THE DESCRIPTIONS ARE ADEQUATE AND
 QS0699'CORRECT.
 QS0699'
 QS0699'STATION IS ABOUT 4-1/2 MILES EAST OF MOBRIDGE, ON THE SOUTH
 QS0699'END OF A HIGH PROMINENT HILL, AND ABOUT 3/4 MILE SOUTH OF
 QS0699'U.S. HIGHWAY 12.  IT IS IN SEC. 25, T. 124 N., R. 79 W.  THE
 QS0699'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHMIDT 1934.
 QS0699'
 QS0699'REFERENCE MARK NO. 1 IS 77.13 FEET NORTHEAST OF THE STATION.
 QS0699'THE MARK IS A STANDARD DISK SET IN BEDROCK
 QS0699'AND IS STAMPED SCHMIDT NO 1 1934.
 QS0699'
 QS0699'REFERENCE MARK NO. 2 IS 113.56 FEET (SLOPE) NORTHWEST OF THE
 QS0699'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0699'SCHMIDT NO 2 1934.
 QS0699'
 QS0699'THE AZIMUTH MARK IS APPROX. 0.75 MILE NORTH OF THE STATION,
 QS0699'36 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF HIGHWAY 12,
 QS0699'AND 1.6 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 QS0699'AND THE DISK IS STAMPED SCHMIDT 1934.
 QS0699'
 QS0699'TO REACH FROM THE POST OFFICE IN MOBRIDGE, GO NORTH 1 BLOCK,
 QS0699'TURN RIGHT AND GO EAST ON U.S. HIGHWAY 12 FOR 4.3 MILES TO THE
 QS0699'AZIMUTH MARK ON THE RIGHT, CONTINUE 0.15 MILE TO A GATE ON THE
 QS0699'RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD 0.4 MILE,
 QS0699'BEAR RIGHT UP HILL 0.35 MILE TO HIGHEST POINT AND STATION.
 QS0699'
 QS0699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QS0699
 QS0699                          STATION RECOVERY (1964)
 QS0699
 QS0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QS0699'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0699'THE AZIMUTH MARK WAS IN THE WAY OF IMPROVEMENT OF U.S. HIGHWAY
 QS0699'12 SO THIS MARK WAS MOVED 47.99 FEET ON LINE TOWARD THE STATION.
 QS0699'
 QS0699'TO REACH THE STATION FROM MOBRIDGE, FROM THE JUNCTION OF U.S.
 QS0699'HIGHWAY 12 AND MAIN STREET, GO EASTERLY ON U.S. 12 FOR 4.2
 QS0699'MILES TO A SIDE ROAD RIGHT, (TO REACH THE AZIMUTH FROM THIS
 QS0699'POINT CONTINUE EAST ON THE HIGHWAY FOR 0.45 MILE TO MARK ON
 QS0699'RIGHT), TURN RIGHT AND FOLLOW ROAD SOUTHEAST FOR ABOUT 0.6
 QS0699'MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH GATE THEN
 QS0699'TURN LEFT AND GO SOUTHEAST ACROSS PASTURE FOR ABOUT 0.3
 QS0699'MILE TO HIGHEST PART OF RIDGE AND STATION.
 QS0699'
 QS0699'THE AZIMUTH MARK IS ABOUT 102 FEET SOUTH OF THE CENTERLINE
 QS0699'OF THE HIGHWAY, 4 FEET WEST OF A POWERLINE POLE AND 2.5 FEET
 QS0699'EAST OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 3
 QS0699'INCHES AND THE DISK IS STAMPED SCHMIDT 1934 RESET 1964.
 QS0699
 QS0699                          STATION RECOVERY (1967)
 QS0699
 QS0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 QS0699'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN GOOD
 QS0699'CONDITION AS DESCRIBED.
 QS0699'
 QS0699'THE OLD DESCRIPTION IS ADEQUATE.
 QS0699'
 QS0699'STANDARD BRACED TRIPOD USED.
 QS0699
 QS0699                          STATION RECOVERY (1969)
 QS0699
 QS0699'RECOVERY NOTE BY US AIR FORCE 1969
 QS0699'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 QS0699'
 QS0699'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION, STAMPED
 QS0699'SCHMIDT RESET 1964.  IT IS LOCATED IN AN EAST-WEST FENCELINE
 QS0699'3 FEET NORTHEAST OF A METAL WITNESS POST.  APPROXIMATELY
 QS0699'150 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 12) STATE
 QS0699'HIGHWAY 20, AND IS APPROXIMATELY 3 FEET LOWER THAN THE HIGHWAY.
 QS0699'
 QS0699'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 QS0699'
 QS0699'TO REACH THE AZIMUTH MARK FROM THE MACADAM ROAD AND HIGHWAY 12/20,
 QS0699'GO EAST ON HWY. 12/20 FOR APPROXIMATELY 0.25 MILES TO THE
 QS0699'MONUMENT ON THE RIGHT.
 QS0699
 QS0699                          STATION RECOVERY (1981)
 QS0699
 QS0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QS0699'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 QS0699'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS RESET IN 1964 AND
 QS0699'WAS ESTABLISHED DIRECTLY ON LINE TO THE STATION, FROM THE OD AZIMUTH
 QS0699'MARK.  THE DIRECTIONS TO THE REFERENCE MARKS CHECKED THE 1976 DATA
 QS0699'FAVORABLY BUT SHORTER DISTANCES OF 0.020 M (0.066 FT), 0.24 FT, (7.32
 QS0699'CM) AND 0.06 FT (1.83 CM) WERE RECORDED FOR REFERENCE MARKS 1 AND 2
 QS0699'AND BETWEEN REFERENCE MARKS 1 AND 2, RESPECTIVELY.  THE 1967
 QS0699'MEASUREMENTS APPEAR TO BE SLOPE DISTANCES.  THE ROUTE TO THE STATION
 QS0699'HAS CHANGED SLIGHTLY.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS
 QS0699'LOCATED ABOUT 7.2 KM (4.45 MI) EAST-SOUTHEAST OF MOBRIDGE, 5.6 KM
 QS0699'(3.45 MI) WEST OF GLENHAM, 1.2 KM (0.75 MI) SOUTH OF U.S.  HIGHWAY 12
 QS0699'ON A PROMINENT GRASSY RIDGE AND JUST EAST-NORTHEAST OF A LOG HOUSE ON
 QS0699'PROPERTY OWNED BY DR.  CHARLES PELTON, ABERDEEN, SD 57401.  TO REACH
 QS0699'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 12 AND STATE HIGHWAY
 QS0699'1804 WHICH IS ABOUT 6.8 KM (4.20 MI) EAST OF MOBRIDGE, GO SOUTHEAST ON
 QS0699'HIGHWAY 1804 FOR 1.2 KM (0.75 MI) TO A GRAVELED DRIVE ON THE RIGHT,
 QS0699'LEADING TO A LOG HOUSE TURN RIGHT, SOUTH, ON GRAVELED DRIVE FOR 0.2 KM
 QS0699'(0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD CGS
 QS0699'DISK STAMPED SCHMIDT 1934 SET INTO THE TOP OF A SQUARE CONCRETE
 QS0699'MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE
 QS0699'THE GROUND.  LOCATED 22.2 METERS (72.8 FT) ENE FROM THE NORTHEAST
 QS0699'CORNER OF ATTACHED GARAGE.  7 METER (23.0 FT) N FROM THE EDGE OF THE
 QS0699'RIDGE.  5.8 METERS (19.0 FT) E FROM A FENCE.  0.7 METER (2.3 FT) E
 QS0699'FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD CGS
 QS0699'DISK SET INTO AN IRREGULAR MASS OF CONCRETE. REFERENCE MARK NO 1 IS A
 QS0699'STANDARD CGS DISK STAMPED SCHMIDT NO 1 1934 SET INTO A ROCK OUTCROP 1
 QS0699'FEET, (0.3 M) 0.3 METER (1.0 FT) LARGEST DIMENSION.  LOCATED 23.7
 QS0699'METES NE FROM A METAL WITNESS POST.  19.1 METERS (62.7 FT) E FROM A
 QS0699'FENCE AND 3 FEET (0.9 M) 0.9 METER (3.0 FT) LOWER THAN THE STATION.
 QS0699'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED SCHMIDT NO 2 1934
 QS0699'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON
 QS0699'SIDE, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 21.6
 QS0699'METERS (70.9 FT) NNW FROM THE NORTHWEST CORNER OF AN ATTACHED GARAGE.
 QS0699'18.1 METERS (59.4 FT) NE FROM THE NORTHEAST CORNER OF A SINGLE GARAGE.
 QS0699'13.3 METERS W FROM THE CENTER OF A GRAVELED DRIVE, AND 6 FEET, (1.8 M)
 QS0699'LOWER THAN THE STATION.  THE AZIMUTH MARK IS A STANDARD CGS DISK
 QS0699'STAMPED SCHMIDT 1934 RESET 1964 SET INTO THE TOP OF A ROUND CONCRETE
 QS0699'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES(10 CM)
 QS0699'ABOVE THE GROUND.  LOCATED 31.1 METERS (102.0 FT) S FROM THE CENTER OF
 QS0699'HIGHWAY 12.  0.78 METER (2.56 FT) E FROM A METAL PIPE WITNESS POST.
 QS0699'0.70 METER (2.30 FT) S FROM AN EAST-WEST FENCE.  TO REACH THE AZIMUTH
 QS0699'MARK FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE HIGHWAY 1804 WHICH
 QS0699'IS ABOUT 6.8 KM (4.20 MI) EAST OF MOBRIDGE, GO EAST ON U.S. HIGHWAY 12
 QS0699'FOR 0.7 KM (0.45 MI) TO THE MARK ON THE RIGHT.
 QS0699
 QS0699                          STATION RECOVERY (1997)
 QS0699
 QS0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0699'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0699'MAIN STREET IN MOBRIDGE, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG STATE
 QS0699'HIGHWAY 1804, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A DRIVEWAY, 21.3
 QS0699'M (69.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 16.4 M (53.8
 QS0699'FT) EAST OF THE DRIVEWAY CENTER, 10.8 M (35.4 FT) SOUTHWEST OF THE
 QS0699'CENTER OF A GATE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE DRIVEWAY, 0.5
 QS0699'M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT
 QS0699'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 QS0699'IS ON PROPERTY OWNED BY DEAN PHILLIPS, 12863 SD 1804, GLENHAM, SD
 QS0699'57631, (605) 762-3296.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7418 ***********************************************************************
 AE7418  DESIGNATION -  SCHMIDT AZ MK 3
 AE7418  PID         -  AE7418
 AE7418  STATE/COUNTY-  SD/WALWORTH
 AE7418  COUNTRY     -  US
 AE7418  USGS QUAD   -  GLENHAM (2017)
 AE7418
 AE7418                         *CURRENT SURVEY CONTROL
 AE7418  ______________________________________________________________________
 AE7418* NAD 83(1986) POSITION- 45 31 39.     (N) 100 20 25.     (W)   SCALED
 AE7418* NAVD 88 ORTHO HEIGHT -   563.543 (meters)     1848.89  (feet) ADJUSTED
 AE7418  ______________________________________________________________________
 AE7418  GEOID HEIGHT    -        -21.965 (meters)                     GEOID18
 AE7418  DYNAMIC HEIGHT  -        563.489 (meters)     1848.71  (feet) COMP
 AE7418  MODELED GRAVITY -    980,502.8   (mgal)                       NAVD 88
 AE7418
 AE7418  VERT ORDER      -  FIRST     CLASS II
 AE7418
 AE7418.The horizontal coordinates were scaled from a map and have
 AE7418.an estimated accuracy of +/- 6 seconds.
 AE7418
 AE7418.The orthometric height was determined by differential leveling and
 AE7418.adjusted by the NATIONAL GEODETIC SURVEY
 AE7418.in July 1998.
 AE7418
 AE7418.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7418.GEOID18 height accuracy estimate available here.
 AE7418
 AE7418.Click photographs - Photos may exist for this station.
 AE7418
 AE7418.The dynamic height is computed by dividing the NAVD 88
 AE7418.geopotential number by the normal gravity value computed on the
 AE7418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7418.degrees latitude (g = 980.6199 gals.).
 AE7418
 AE7418.The modeled gravity was interpolated from observed gravity values.
 AE7418
 AE7418;                    North         East    Units  Estimated Accuracy
 AE7418;SPC SD N     -   188,320.      573,420.      MT  (+/- 180 meters Scaled)
 AE7418
 AE7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR953424(NAD 83)
 AE7418
 AE7418                          SUPERSEDED SURVEY CONTROL
 AE7418
 AE7418.No superseded survey control is available for this station.
 AE7418
 AE7418_MARKER: DZ = AZIMUTH MARK DISK
 AE7418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7418_STAMPING: SCHMIDT 1934 RESET 1964
 AE7418_MARK LOGO: CGS
 AE7418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7418+STABILITY: SURFACE MOTION
 AE7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7418+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE7418
 AE7418  HISTORY     - Date     Condition        Report By
 AE7418  HISTORY     - 1964     MONUMENTED       CGS
 AE7418  HISTORY     - 19810807 GOOD             NGS
 AE7418  HISTORY     - 19970311 GOOD             NGS
 AE7418
 AE7418                          STATION DESCRIPTION
 AE7418
 AE7418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AE7418'THE MARK IS LOCATED ABOUT 7.5 KM (4.65 MI) EAST OF MOBRIDGE ALONG THE
 AE7418'SOUTH SIDE OF U.S.  HIGHWAY 12.  TO REACH FROM THE JUNCTION OF U.S.
 AE7418'HIGHWAY 12 AND STATE HIGHWAY 1804 WHICH IS ABOUT 6.8 KM (4.20 MI) EAST
 AE7418'OF MOBRIDGE, GO EAST ON HIGHWAY 12 FOR 0.7 KM (0.45 MI) TO THE MARK ON
 AE7418'THE RIGHT.  THE MARK IS A STANDARD CGS AZIMUTH DISK STAMPED SCHMIDT
 AE7418'1934 RESET 1964 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (1
 AE7418'INCHES) IN DIAMETER, PROJECTING 10 CM (4 INCHES) .  IT IS 31.1 M
 AE7418'(102.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY 0.78 M (2.56 FT) EAST OF
 AE7418'A METAL WITNESS POST AND 0.70 SOUTH OF A FENCE.
 AE7418
 AE7418                          STATION RECOVERY (1997)
 AE7418
 AE7418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7418'7.4 KM (4.60 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7418'MAIN STREET IN MOBRIDGE, 448.0 M (1469.8 FT) EAST OF MILEPOST 194,
 AE7418'31.3 M (102.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.5 M (18.0 FT)
 AE7418'WEST OF THE CENTER OF A DRIVEWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 AE7418'THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 AE7418'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2250 ***********************************************************************
 PU2250  DESIGNATION -  SCHOOL
 PU2250  PID         -  PU2250
 PU2250  STATE/COUNTY-  SD/MEADE
 PU2250  COUNTRY     -  US
 PU2250  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU2250
 PU2250                         *CURRENT SURVEY CONTROL
 PU2250  ______________________________________________________________________
 PU2250* NAD 83(1996) POSITION- 44 52 42.43943(N) 102 47 08.76724(W)   ADJUSTED
 PU2250* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 PU2250  ______________________________________________________________________
 PU2250  GEOID HEIGHT    -        -17.659 (meters)                     GEOID18
 PU2250  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 PU2250  HORZ ORDER      -  THIRD
 PU2250
 PU2250.The horizontal coordinates were established by classical geodetic methods
 PU2250.and adjusted by the National Geodetic Survey in January 1998.
 PU2250
 PU2250.The orthometric height was scaled from a topographic map.
 PU2250
 PU2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2250.GEOID18 height accuracy estimate available here.
 PU2250
 PU2250.Click photographs - Photos may exist for this station.
 PU2250
 PU2250.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2250
 PU2250. The following values were computed from the NAD 83(1996) position.
 PU2250
 PU2250;                    North         East     Units Scale Factor Converg.
 PU2250;SPC SD N     -   119,922.669   379,942.907   MT  0.99994364   -1 58 17.7
 PU2250;SPC SD N     -   393,446.29  1,246,529.35   sFT  0.99994364   -1 58 17.7
 PU2250;UTM  13      - 4,971,833.497   674,884.116   MT  0.99997610   +1 33 46.0
 PU2250
 PU2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2250!SPC SD N     -   0.99987853  x   0.99994364  =   0.99982218
 PU2250!UTM  13      -   0.99987853  x   0.99997610  =   0.99985464
 PU2250
 PU2250:                Primary Azimuth Mark                     Grid Az
 PU2250:SPC SD N     -  SCHOOL AZ MK                             273 49 24.9
 PU2250:UTM  13      -  SCHOOL AZ MK                             270 17 21.2
 PU2250
 PU2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7488471833(NAD 83)
 PU2250
 PU2250|---------------------------------------------------------------------|
 PU2250| PID    Reference Object                     Distance      Geod. Az  |
 PU2250|                                                           dddmmss.s |
 PU2250| CQ4872 SCHOOL RM 1                          10.223 METERS 09319     |
 PU2250| CQ4873 SCHOOL RM 2                           9.847 METERS 26705     |
 PU2250| CQ4871 SCHOOL AZ MK                                       2715107.2 |
 PU2250|---------------------------------------------------------------------|
 PU2250
 PU2250                          SUPERSEDED SURVEY CONTROL
 PU2250
 PU2250  NAD 83(1993)-  44 52 42.43185(N)    102 47 08.76638(W) AD(       ) 3
 PU2250  NAD 83(1986)-  44 52 42.43021(N)    102 47 08.76604(W) AD(       ) 3
 PU2250  NAD 27      -  44 52 42.47510(N)    102 47 07.15880(W) AD(       ) 3
 PU2250
 PU2250.Superseded values are not recommended for survey control.
 PU2250
 PU2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2250.See file dsdata.pdf to determine how the superseded data were derived.
 PU2250
 PU2250_MARKER: DS = TRIANGULATION STATION DISK
 PU2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2250_STAMPING: SCHOOL 1951
 PU2250_MARK LOGO: CGS
 PU2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2250+STABILITY: SURFACE MOTION
 PU2250
 PU2250  HISTORY     - Date     Condition        Report By
 PU2250  HISTORY     - 1951     MONUMENTED       CGS
 PU2250  HISTORY     - 1961     POOR             CGS
 PU2250  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PU2250
 PU2250                          STATION DESCRIPTION
 PU2250
 PU2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2250'THE STATION IS ABOUT 6 MILES EAST OF THE VILLAGE OF SULPHUR,
 PU2250'AT THE CENTER OF THE NORTH SIDE OF SECTION 33, T 11 N, R 11 E,
 PU2250'150 FEET SOUTH OF A SMALL WHITE SCHOOLHOUSE, 30 FEET SOUTH OF A
 PU2250'GRAVELED ROAD AND 4 FEET NORTH OF A WIRE FENCE.
 PU2250'
 PU2250'TO REACH THE STATION FROM THE POST OFFICE IN SULPHUR GO
 PU2250'NORTHEASTERLY ON U.S. HIGHWAY 212 FOR 0.25 MILE TO A FORK
 PU2250'WHERE THE HIGHWAY CURVES TO THE LEFT.  THEN RIGHT, EASTERLY ON A
 PU2250'GRADED ROAD FOR 6.25 MILES TO THE SCHOOLHOUSE ON THE LEFT AND
 PU2250'THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 PU2250'MARK FROM THE STATION GO WEST ON THE GRADED ROAD FOR 0.3
 PU2250'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PU2250'
 PU2250'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2250'SCHOOL 1951.
 PU2250'
 PU2250'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE GRADED ROAD AND
 PU2250'1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 PU2250'DISK IS STAMPED SCHOOL NO 1 1951.
 PU2250'
 PU2250'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE GRADED ROAD AND
 PU2250'1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 PU2250'AND THE DISK IS STAMPED SCHOOL NO 2 1951.
 PU2250'
 PU2250'THE AZIMUTH MARK IS 36 FEET NORTH OF THE GRADED ROAD AND 1
 PU2250'FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND
 PU2250'THE DISK IS STAMPED SCHOOL 1951.
 PU2250'
 PU2250'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2250'CONCRETE CYLINDERS.
 PU2250
 PU2250                          STATION RECOVERY (1961)
 PU2250
 PU2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WFR)
 PU2250'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 PU2250'POOR CONDITION.
 PU2250'
 PU2250'THE STATION MARK WAS FOUND LOOSE AS IT IS EXPOSE ON THE NORTH
 PU2250'SIDE, DUE TO ROAD GRADING AND EROSION.  THE REFERENCE MARKS
 PU2250'WERE ALSO FOUND EXPOSE FROM ROAD GRADING AND EROSION.
 PU2250'
 PU2250'THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN
 PU2250'DESTROYED DURING CONSTRUCTION OF WIDENING THE ROAD.
 PU2250'
 PU2250'THE 1951 DESCRIPTION TO REACH IS ADEQUATE.
 PU2250
 PU2250                          STATION RECOVERY (1962)
 PU2250
 PU2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2250'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 PU2250'DESCRIBED.  THE AZIMUTH MARK WAS NOT RECOVERED.  DUE TO THE
 PU2250'CONSTRUCTION OF BETTER COUNTY ROADS THE STATION MARK AND BOTH
 PU2250'REFERENCE MARKS WERE IN THE GRADE LINE AND SCHOOL 2 WAS
 PU2250'ESTABLISHED.  A TRAVERSE CONNECTION WAS MADE FROM SCHOOL 2
 PU2250'TO SCHOOL 1951.  IT IS 38.96 FEET, 11.876 METERS.
 PU2250'
 PU2250'DUE TO CHANGES IN THE HIGHWAY A NEW DESCRIPTION FOLLOWS.
 PU2250'
 PU2250'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN
 PU2250'SULPHUR, GO NORTHEAST ON A GRAVELED ROAD FOR 0.25 MILES TO A
 PU2250'FORK WERE THE MAIN GRAVELED ROAD CURVES TO THE NORTH, TAKE
 PU2250'THE RIGHT FORK AND GO EAST FOR 6.25 MILES TO A SMALL WHITE
 PU2250'SCHOOL HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 PU2250'
 PU2250'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE DESTROYED
 PU2250'AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0766 ***********************************************************************
 PU0766  DESIGNATION -  SCHOOL 2
 PU0766  PID         -  PU0766
 PU0766  STATE/COUNTY-  SD/MEADE
 PU0766  COUNTRY     -  US
 PU0766  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0766
 PU0766                         *CURRENT SURVEY CONTROL
 PU0766  ______________________________________________________________________
 PU0766* NAD 83(1996) POSITION- 44 52 42.24541(N) 102 47 08.30049(W)   ADJUSTED
 PU0766* NAVD 88 ORTHO HEIGHT -   808.811 (meters)     2653.57  (feet) ADJUSTED
 PU0766  ______________________________________________________________________
 PU0766  GEOID HEIGHT    -        -17.659 (meters)                     GEOID18
 PU0766  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 PU0766  DYNAMIC HEIGHT  -        808.637 (meters)     2653.00  (feet) COMP
 PU0766  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 PU0766
 PU0766  HORZ ORDER      -  SECOND
 PU0766  VERT ORDER      -  SECOND    CLASS 0
 PU0766
 PU0766.The horizontal coordinates were established by classical geodetic methods
 PU0766.and adjusted by the National Geodetic Survey in January 1998.
 PU0766
 PU0766.The orthometric height was determined by differential leveling and
 PU0766.adjusted by the NATIONAL GEODETIC SURVEY
 PU0766.in June 1991.
 PU0766
 PU0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0766.GEOID18 height accuracy estimate available here.
 PU0766
 PU0766.Click photographs - Photos may exist for this station.
 PU0766
 PU0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0766
 PU0766.The dynamic height is computed by dividing the NAVD 88
 PU0766.geopotential number by the normal gravity value computed on the
 PU0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0766.degrees latitude (g = 980.6199 gals.).
 PU0766
 PU0766.The modeled gravity was interpolated from observed gravity values.
 PU0766
 PU0766. The following values were computed from the NAD 83(1996) position.
 PU0766
 PU0766;                    North         East     Units Scale Factor Converg.
 PU0766;SPC SD N     -   119,916.331   379,952.938   MT  0.99994364   -1 58 17.4
 PU0766;SPC SD N     -   393,425.50  1,246,562.26   sFT  0.99994364   -1 58 17.4
 PU0766;UTM  13      - 4,971,827.789   674,894.520   MT  0.99997614   +1 33 46.3
 PU0766
 PU0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0766!SPC SD N     -   0.99987597  x   0.99994364  =   0.99981962
 PU0766!UTM  13      -   0.99987597  x   0.99997614  =   0.99985211
 PU0766
 PU0766:                Primary Azimuth Mark                     Grid Az
 PU0766:SPC SD N     -  SCHOOL 2 AZ MK                           096 35 26.6
 PU0766:UTM  13      -  SCHOOL 2 AZ MK                           093 03 22.9
 PU0766
 PU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7489471827(NAD 83)
 PU0766
 PU0766|---------------------------------------------------------------------|
 PU0766| PID    Reference Object                     Distance      Geod. Az  |
 PU0766|                                                           dddmmss.s |
 PU0766| PU0767 SCHOOL 2 RM 3                        29.304 METERS 00135     |
 PU0766| PU0768 SCHOOL 2 AZ MK                                     0943709.2 |
 PU0766| PU0765 SCHOOL 2 RM 4                        10.393 METERS 26453     |
 PU0766| CQ4873 SCHOOL RM 2                                        28517     |
 PU0766| PU2250 SCHOOL                               11.867 METERS 30019     |
 PU0766| CQ4872 SCHOOL RM 1                                        35934     |
 PU0766|---------------------------------------------------------------------|
 PU0766
 PU0766                          SUPERSEDED SURVEY CONTROL
 PU0766
 PU0766  NAD 83(1993)-  44 52 42.23782(N)    102 47 08.29962(W) AD(       ) 2
 PU0766  NAD 83(1986)-  44 52 42.23608(N)    102 47 08.29904(W) AD(       ) 2
 PU0766  NAD 27      -  44 52 42.28090(N)    102 47 06.69170(W) AD(       ) 2
 PU0766  NGVD 29 (??/??/92)  808.345  (m)         2652.05   (f) ADJ UNCH    2 0
 PU0766  NGVD 29             808.35   (m)         2652.1    (f) LEVELING    3  
 PU0766
 PU0766.Superseded values are not recommended for survey control.
 PU0766
 PU0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0766.See file dsdata.pdf to determine how the superseded data were derived.
 PU0766
 PU0766_MARKER: DS = TRIANGULATION STATION DISK
 PU0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0766_STAMPING: SCHOOL 2 1962
 PU0766_MARK LOGO: CGS
 PU0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0766+STABILITY: SURFACE MOTION
 PU0766
 PU0766  HISTORY     - Date     Condition        Report By
 PU0766  HISTORY     - 1962     MONUMENTED       CGS
 PU0766  HISTORY     - 1962     GOOD             CGS
 PU0766
 PU0766                          STATION DESCRIPTION
 PU0766
 PU0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0766'STATION IS LOCATED ABOUT 6 MILES EAST OF THE VILLAGE OF SULPHUR,
 PU0766'ON THE SOUTH SIDE OF A GRAVELED EAST-WEST SECTION LINE AND IN
 PU0766'THE NORTH CENTRAL BORDER OF SECTION 33, T 11 N, R 11 E.
 PU0766'
 PU0766'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN
 PU0766'SULPHUR, GO NORTHEAST ON A GRAVELED ROAD FOR 0.25 MILES TO
 PU0766'A FORK WERE THE MAIN GRAVELED ROAD CURVES TO THE NORTH, TAKE
 PU0766'THE RIGHT FORK AND GO EAST ON A GRAVELED ROAD FOR 6.25
 PU0766'MILES TO A SMALL WHITE SCHOOL HOUSE ON THE LEFT AND THE
 PU0766'STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 PU0766'FROM THE STATION CONTINUE EAST ON THE SAME GRAVELED ROAD FOR
 PU0766'0.5 MILES TO A GRADED DIRT SIDE ROAD TO THE RIGHT, TURN
 PU0766'RIGHT AND GO SOUTH FOR 0.05 MILES TO THE AZIMUTH MARK ON THE
 PU0766'RIGHT AS DESCRIBED.
 PU0766'
 PU0766'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU0766'CONCRETE CYLINDERS.
 PU0766'
 PU0766'STATION MARK IS ABOUT 300 FEET SOUTHEAST OF A SMALL WHITE
 PU0766'SCHOOL HOUSE, 49.6 FEET SOUTH OF THE CENTERLINE OF A EAST-WEST
 PU0766'GRAVELED SECTION LINE ROAD, 35.5 FEET EAST OF A POWER LINE
 PU0766'POLE AND 5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.  IT IS
 PU0766'STAMPED--SCHOOL 2 1962 AND PROJECTS 3 INCHES.
 PU0766'
 PU0766'R.M. 3 IS 48.0 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 PU0766'EAST-WEST SECTION LINE ROAD, 1 FOOT NORTH OF A EAST-WEST
 PU0766'FENCE LINE.  IT IS STAMPED--SCHOOL 2 NO 3 1962 AND IT PROJECTS
 PU0766'4 INCHES.
 PU0766'
 PU0766'R.M. 4 IS 51.6 FEET SOUTH OF A EASTT-WEST GRAVELED SECTION
 PU0766'LINE ROAD AND 1.4 FEET EAST OF A POWER LINE POLE.  IT IS
 PU0766'STAMPED--SCHOOL 2 NO 4 1962 AND PROJECTS 5 INCHES.
 PU0766'
 PU0766'AZIMUTH MARK IS 35.0 FEET WEST OF THE CENTER LINE OF A GRADED
 PU0766'DIRT ROAD, 4.6 FEET NORTH OF THE NORTH GATE POST OF A WIRE
 PU0766'GATE ENTRANCE TO A PASTURE AND 1 FOOT WEST OF A NORTH-SOUTH
 PU0766'FENCE LINE.  IT IS STAMPED--SCHOOL 2 1962 AND PROJECTS 6
 PU0766'INCHES.
 PU0766
 PU0766                          STATION RECOVERY (1962)
 PU0766
 PU0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0766'6.5 MI E FROM SULPHUR.
 PU0766'6.5 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 49 FEET
 PU0766'SOUTH OF THE CENTER LINE OF THE ROAD, 34.1 FEET EAST OF REFERENCE
 PU0766'MARK NO. 4, 4.8 FEET WEST OF A WITNESS POST, 0.5 FOOT SOUTH
 PU0766'OF A FENCE, 2 FEET HIGHER THAN THE ROAD AND IN THE TOP F A
 PU0766'CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0768 ***********************************************************************
 PU0768  DESIGNATION -  SCHOOL 2 AZ MK
 PU0768  PID         -  PU0768
 PU0768  STATE/COUNTY-  SD/MEADE
 PU0768  COUNTRY     -  US
 PU0768  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0768
 PU0768                         *CURRENT SURVEY CONTROL
 PU0768  ______________________________________________________________________
 PU0768* NAD 83(1986) POSITION- 44 52 40.     (N) 102 46 35.     (W)   SCALED
 PU0768* NAVD 88 ORTHO HEIGHT -   791.245 (meters)     2595.94  (feet) ADJUSTED
 PU0768  ______________________________________________________________________
 PU0768  GEOID HEIGHT    -        -17.681 (meters)                     GEOID18
 PU0768  DYNAMIC HEIGHT  -        791.074 (meters)     2595.38  (feet) COMP
 PU0768  MODELED GRAVITY -    980,375.6   (mgal)                       NAVD 88
 PU0768
 PU0768  VERT ORDER      -  SECOND    CLASS 0
 PU0768
 PU0768.The horizontal coordinates were scaled from a map and have
 PU0768.an estimated accuracy of +/- 6 seconds.
 PU0768
 PU0768.The orthometric height was determined by differential leveling and
 PU0768.adjusted by the NATIONAL GEODETIC SURVEY
 PU0768.in June 1991.
 PU0768
 PU0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0768.GEOID18 height accuracy estimate available here.
 PU0768
 PU0768.Click photographs - Photos may exist for this station.
 PU0768
 PU0768.The dynamic height is computed by dividing the NAVD 88
 PU0768.geopotential number by the normal gravity value computed on the
 PU0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0768.degrees latitude (g = 980.6199 gals.).
 PU0768
 PU0768.The modeled gravity was interpolated from observed gravity values.
 PU0768
 PU0768;                    North         East    Units  Estimated Accuracy
 PU0768;SPC SD N     -   119,820.      380,680.      MT  (+/- 180 meters Scaled)
 PU0768
 PU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK756717(NAD 83)
 PU0768
 PU0768                          SUPERSEDED SURVEY CONTROL
 PU0768
 PU0768  NGVD 29 (??/??/92)  790.778  (m)         2594.41   (f) ADJ UNCH    2 0
 PU0768
 PU0768.Superseded values are not recommended for survey control.
 PU0768
 PU0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0768.See file dsdata.pdf to determine how the superseded data were derived.
 PU0768
 PU0768_MARKER: DZ = AZIMUTH MARK DISK
 PU0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0768_STAMPING: SCHOOL 2 1962
 PU0768_MARK LOGO: CGS
 PU0768_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0768+STABILITY: SURFACE MOTION
 PU0768
 PU0768  HISTORY     - Date     Condition        Report By
 PU0768  HISTORY     - 1962     MONUMENTED       CGS
 PU0768
 PU0768                          STATION DESCRIPTION
 PU0768
 PU0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0768'7 MI E FROM SULPHUR.
 PU0768'6.95 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0768'0.05 MILE SOUTH ALONG A ROAD, 33 FEET WEST OF THE CENTER LINE
 PU0768'OF THE ROAD, 6 FEET NORTH OF THE NORTH END OF A GATE, 1.0 FOOT
 PU0768'WEST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 PU0768'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0768'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0767 ***********************************************************************
 PU0767  DESIGNATION -  SCHOOL 2 RM 3
 PU0767  PID         -  PU0767
 PU0767  STATE/COUNTY-  SD/MEADE
 PU0767  COUNTRY     -  US
 PU0767  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0767
 PU0767                         *CURRENT SURVEY CONTROL
 PU0767  ______________________________________________________________________
 PU0767* NAD 83(1986) POSITION- 44 52 43.19   (N) 102 47 08.26   (W)   HD_HELD1
 PU0767* NAVD 88 ORTHO HEIGHT -   807.926 (meters)     2650.67  (feet) ADJUSTED
 PU0767  ______________________________________________________________________
 PU0767  GEOID HEIGHT    -        -17.659 (meters)                     GEOID18
 PU0767  DYNAMIC HEIGHT  -        807.753 (meters)     2650.10  (feet) COMP
 PU0767  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 PU0767
 PU0767  VERT ORDER      -  SECOND    CLASS 0
 PU0767
 PU0767.The horizontal coordinates were determined by differentially corrected
 PU0767.hand held GPS observations or other comparable positioning techniques
 PU0767.and have an estimated accuracy of +/- 3 meters.
 PU0767
 PU0767.The orthometric height was determined by differential leveling and
 PU0767.adjusted by the NATIONAL GEODETIC SURVEY
 PU0767.in June 1991.
 PU0767
 PU0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0767.GEOID18 height accuracy estimate available here.
 PU0767
 PU0767.Click photographs - Photos may exist for this station.
 PU0767
 PU0767.The dynamic height is computed by dividing the NAVD 88
 PU0767.geopotential number by the normal gravity value computed on the
 PU0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0767.degrees latitude (g = 980.6199 gals.).
 PU0767
 PU0767.The modeled gravity was interpolated from observed gravity values.
 PU0767
 PU0767;                    North         East    Units  Estimated Accuracy
 PU0767;SPC SD N     -   119,945.4     379,954.8     MT  (+/- 3 meters HH1 GPS) 
 PU0767
 PU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7489471856(NAD 83)
 PU0767
 PU0767                          SUPERSEDED SURVEY CONTROL
 PU0767
 PU0767  NGVD 29 (??/??/92)  807.460  (m)         2649.14   (f) ADJ UNCH    2 0
 PU0767
 PU0767.Superseded values are not recommended for survey control.
 PU0767
 PU0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0767.See file dsdata.pdf to determine how the superseded data were derived.
 PU0767
 PU0767_MARKER: DR = REFERENCE MARK DISK
 PU0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0767_STAMPING: SCHOOL 2 NO 3 1962
 PU0767_MARK LOGO: CGS
 PU0767_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0767+STABILITY: SURFACE MOTION
 PU0767
 PU0767  HISTORY     - Date     Condition        Report By
 PU0767  HISTORY     - 1962     MONUMENTED       CGS
 PU0767
 PU0767                          STATION DESCRIPTION
 PU0767
 PU0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0767'6.5 MI E FROM SULPHUR.
 PU0767'6.5 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 49 FEET
 PU0767'NORTH OF THE CENTER LINE OF THE ROAD, 96.2 FEET NORTH AND
 PU0767'ACROSS THE ROAD FROM THE STATION, 1.0 FOOT NORTH OF THE FENCE,
 PU0767'ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0767'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0765 ***********************************************************************
 PU0765  DESIGNATION -  SCHOOL 2 RM 4
 PU0765  PID         -  PU0765
 PU0765  STATE/COUNTY-  SD/MEADE
 PU0765  COUNTRY     -  US
 PU0765  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0765
 PU0765                         *CURRENT SURVEY CONTROL
 PU0765  ______________________________________________________________________
 PU0765* NAD 83(1986) POSITION- 44 52 42.22   (N) 102 47 08.77   (W)   HD_HELD1
 PU0765* NAVD 88 ORTHO HEIGHT -   809.223 (meters)     2654.93  (feet) ADJUSTED
 PU0765  ______________________________________________________________________
 PU0765  GEOID HEIGHT    -        -17.659 (meters)                     GEOID18
 PU0765  DYNAMIC HEIGHT  -        809.049 (meters)     2654.35  (feet) COMP
 PU0765  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 PU0765
 PU0765  VERT ORDER      -  SECOND    CLASS 0
 PU0765
 PU0765.The horizontal coordinates were determined by differentially corrected
 PU0765.hand held GPS observations or other comparable positioning techniques
 PU0765.and have an estimated accuracy of +/- 3 meters.
 PU0765
 PU0765.The orthometric height was determined by differential leveling and
 PU0765.adjusted by the NATIONAL GEODETIC SURVEY
 PU0765.in June 1991.
 PU0765
 PU0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0765.GEOID18 height accuracy estimate available here.
 PU0765
 PU0765.Click photographs - Photos may exist for this station.
 PU0765
 PU0765.The dynamic height is computed by dividing the NAVD 88
 PU0765.geopotential number by the normal gravity value computed on the
 PU0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0765.degrees latitude (g = 980.6199 gals.).
 PU0765
 PU0765.The modeled gravity was interpolated from observed gravity values.
 PU0765
 PU0765;                    North         East    Units  Estimated Accuracy
 PU0765;SPC SD N     -   119,915.9     379,942.6     MT  (+/- 3 meters HH1 GPS) 
 PU0765
 PU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7488471826(NAD 83)
 PU0765
 PU0765                          SUPERSEDED SURVEY CONTROL
 PU0765
 PU0765  NGVD 29 (??/??/92)  808.757  (m)         2653.40   (f) ADJ UNCH    2 0
 PU0765
 PU0765.Superseded values are not recommended for survey control.
 PU0765
 PU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0765.See file dsdata.pdf to determine how the superseded data were derived.
 PU0765
 PU0765_MARKER: DR = REFERENCE MARK DISK
 PU0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0765_STAMPING: SCHOOL 2 NO 4 1962
 PU0765_MARK LOGO: CGS
 PU0765_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0765+STABILITY: SURFACE MOTION
 PU0765
 PU0765  HISTORY     - Date     Condition        Report By
 PU0765  HISTORY     - 1962     MONUMENTED       CGS
 PU0765
 PU0765                          STATION DESCRIPTION
 PU0765
 PU0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0765'6.5 MI E FROM SULPHUR.
 PU0765'6.5 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 270
 PU0765'FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER
 PU0765'OF A SCHOOL HOUSE, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU0765'16 1/2 FEET EAST OF THE CENTER LINE OF A FIELD ROAD SOUTH,
 PU0765'34.1 FEET WEST OF THE STATION, 1.4 FEET EAST OF A POWER POLE,
 PU0765'3 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0765'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2279 ***********************************************************************
 PU2279  DESIGNATION -  SCHUMMER
 PU2279  PID         -  PU2279
 PU2279  STATE/COUNTY-  SD/BUTTE
 PU2279  COUNTRY     -  US
 PU2279  USGS QUAD   -  CASTLE ROCK (2017)
 PU2279
 PU2279                         *CURRENT SURVEY CONTROL
 PU2279  ______________________________________________________________________
 PU2279* NAD 83(1996) POSITION- 44 56 09.48774(N) 103 23 43.29927(W)   ADJUSTED
 PU2279* NAVD 88 ORTHO HEIGHT -   945.    (meters)     3100.    (feet) SCALED
 PU2279  ______________________________________________________________________
 PU2279  GEOID HEIGHT    -        -16.467 (meters)                     GEOID18
 PU2279  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 PU2279  HORZ ORDER      -  SECOND
 PU2279
 PU2279.The horizontal coordinates were established by classical geodetic methods
 PU2279.and adjusted by the National Geodetic Survey in January 1998.
 PU2279
 PU2279.The orthometric height was scaled from a topographic map.
 PU2279
 PU2279.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2279.GEOID18 height accuracy estimate available here.
 PU2279
 PU2279.Click photographs - Photos may exist for this station.
 PU2279
 PU2279.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2279
 PU2279. The following values were computed from the NAD 83(1996) position.
 PU2279
 PU2279;                    North         East     Units Scale Factor Converg.
 PU2279;SPC SD N     -   128,146.361   332,082.868   MT  0.99994113   -2 24 10.9
 PU2279;SPC SD N     -   420,426.85  1,089,508.54   sFT  0.99994113   -2 24 10.9
 PU2279;UTM  13      - 4,977,089.814   626,610.952   MT  0.99979712   +1 08 00.7
 PU2279
 PU2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2279!SPC SD N     -   0.99985436  x   0.99994113  =   0.99979550
 PU2279!UTM  13      -   0.99985436  x   0.99979712  =   0.99965151
 PU2279
 PU2279:                Primary Azimuth Mark                     Grid Az
 PU2279:SPC SD N     -  FLAT                                     136 47 24.9
 PU2279:UTM  13      -  FLAT                                     133 15 13.3
 PU2279
 PU2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2661077089(NAD 83)
 PU2279
 PU2279|---------------------------------------------------------------------|
 PU2279| PID    Reference Object                     Distance      Geod. Az  |
 PU2279|                                                           dddmmss.s |
 PU2279| CQ4875 SCHUMMER RM 2                        12.459 METERS 07349     |
 PU2279| PU1344 FLAT                                APPROX.11.4 KM 1342314.0 |
 PU2279| CQ4874 SCHUMMER RM 1                        13.150 METERS 33608     |
 PU2279|---------------------------------------------------------------------|
 PU2279
 PU2279                          SUPERSEDED SURVEY CONTROL
 PU2279
 PU2279  NAD 83(1993)-  44 56 09.48201(N)    103 23 43.29750(W) AD(       ) 2
 PU2279  NAD 83(1986)-  44 56 09.47776(N)    103 23 43.29463(W) AD(       ) 2
 PU2279  NAD 27      -  44 56 09.51690(N)    103 23 41.62840(W) AD(       ) 2
 PU2279
 PU2279.Superseded values are not recommended for survey control.
 PU2279
 PU2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2279.See file dsdata.pdf to determine how the superseded data were derived.
 PU2279
 PU2279_MARKER: DS = TRIANGULATION STATION DISK
 PU2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2279_STAMPING: SCHUMMER 1962
 PU2279_MARK LOGO: CGS
 PU2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2279+STABILITY: SURFACE MOTION
 PU2279
 PU2279  HISTORY     - Date     Condition        Report By
 PU2279  HISTORY     - 1962     MONUMENTED       CGS
 PU2279
 PU2279                          STATION DESCRIPTION
 PU2279
 PU2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2279'THE STATION IS LOCATED ABOUT 16.0 MILES NORTH OF NEWELL, ABOUT
 PU2279'2.35 MILES SOUTHEAST OF CASTLE ROCK, AND ABOUT 1.5 MILES
 PU2279'EAST OF STATE HIGHWAY 79.
 PU2279'
 PU2279'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE ROCK,
 PU2279'GO SOUTH ON STATE HIGHWAY 79 FOR 0.65 MILES TO A SIDE ROAD
 PU2279'LEFT.  TURN LEFT, EAST ON GRAVELED ROAD FOR 1.0 MILE TO A
 PU2279'CATTLE GUARD.  CROSS CATTLE GUARD AND TURN RIGHT, SOUTH ON
 PU2279'DIM TRACK ROAD FOR 0.7 MILE.  CONTINUE SOUTHEAST ON TRACK
 PU2279'ROAD FOR 0.5 MILE TO A WIRE GATE.  GO THROUGH GATE AND CONTINUE
 PU2279'SOUTHEAST ON TRACK ROAD FOR 0.15 MILE.  TURN RIGHT, SOUTH FOR
 PU2279'109 FEET TO THE STATION AS DESCRIBED.
 PU2279'
 PU2279'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2279'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH
 PU2279'AND IS STAMPED SCHUMMER 1962.  IT IS 109 FEET SOUTH OF THE
 PU2279'CENTER OF A TRACK ROAD.
 PU2279'
 PU2279'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2279'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 PU2279'THE GROUND AND IS STAMPED SCHUMMER NO 1 1962.
 PU2279'
 PU2279'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2279'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 PU2279'GROUND AND IS STAMPED SCHUMMER NO 2 1962.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1102 ***********************************************************************
 PT1102  DESIGNATION -  SCIFORD
 PT1102  PID         -  PT1102
 PT1102  STATE/COUNTY-  SD/ZIEBACH
 PT1102  COUNTRY     -  US
 PT1102  USGS QUAD   -  HERBERT CREEK SW (2017)
 PT1102
 PT1102                         *CURRENT SURVEY CONTROL
 PT1102  ______________________________________________________________________
 PT1102* NAD 83(1996) POSITION- 44 50 36.47763(N) 101 10 39.78560(W)   ADJUSTED
 PT1102* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 PT1102  ______________________________________________________________________
 PT1102  GEOID HEIGHT    -        -21.588 (meters)                     GEOID18
 PT1102  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 PT1102  HORZ ORDER      -  THIRD
 PT1102
 PT1102.The horizontal coordinates were established by classical geodetic methods
 PT1102.and adjusted by the National Geodetic Survey in January 1998.
 PT1102
 PT1102.The orthometric height was scaled from a topographic map.
 PT1102
 PT1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1102.GEOID18 height accuracy estimate available here.
 PT1102
 PT1102.Click photographs - Photos may exist for this station.
 PT1102
 PT1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1102
 PT1102. The following values were computed from the NAD 83(1996) position.
 PT1102
 PT1102;                    North         East     Units Scale Factor Converg.
 PT1102;SPC SD N     -   112,925.228   506,896.496   MT  0.99994565   -0 50 00.7
 PT1102;SPC SD N     -   370,488.85  1,663,042.92   sFT  0.99994565   -0 50 00.7
 PT1102;SPC SD S     -   279,222.004   533,233.948   MT  1.00013627   -0 34 57.0
 PT1102;SPC SD S     -   916,080.86  1,749,451.71   sFT  1.00013627   -0 34 57.0
 PT1102;UTM  14      - 4,967,868.667   327,895.506   MT  0.99996424   -1 32 09.8
 PT1102
 PT1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1102!SPC SD N     -   0.99990768  x   0.99994565  =   0.99985334
 PT1102!SPC SD S     -   0.99990768  x   1.00013627  =   1.00004394
 PT1102!UTM  14      -   0.99990768  x   0.99996424  =   0.99987192
 PT1102
 PT1102:                Primary Azimuth Mark                     Grid Az
 PT1102:SPC SD N     -  SCIFORD AZ MK                            000 38 49.2
 PT1102:SPC SD S     -  SCIFORD AZ MK                            000 23 45.5
 PT1102:UTM  14      -  SCIFORD AZ MK                            001 20 58.3
 PT1102
 PT1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ2789567868(NAD 83)
 PT1102
 PT1102|---------------------------------------------------------------------|
 PT1102| PID    Reference Object                     Distance      Geod. Az  |
 PT1102|                                                           dddmmss.s |
 PT1102| CQ4877 SCIFORD RM 1                         13.374 METERS 10134     |
 PT1102| CQ4878 SCIFORD RM 2                         10.482 METERS 18008     |
 PT1102| CQ4876 SCIFORD AZ MK                                      3594848.5 |
 PT1102|---------------------------------------------------------------------|
 PT1102
 PT1102                          SUPERSEDED SURVEY CONTROL
 PT1102
 PT1102  NAD 83(1986)-  44 50 36.46975(N)    101 10 39.78562(W) AD(       ) 3
 PT1102  NAD 27      -  44 50 36.52500(N)    101 10 38.25100(W) AD(       ) 3
 PT1102
 PT1102.Superseded values are not recommended for survey control.
 PT1102
 PT1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1102.See file dsdata.pdf to determine how the superseded data were derived.
 PT1102
 PT1102_MARKER: DS = TRIANGULATION STATION DISK
 PT1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1102_STAMPING: SCIFORD 1952
 PT1102_MARK LOGO: CGS
 PT1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1102+STABILITY: SURFACE MOTION
 PT1102
 PT1102  HISTORY     - Date     Condition        Report By
 PT1102  HISTORY     - 1952     MONUMENTED       CGS
 PT1102
 PT1102                          STATION DESCRIPTION
 PT1102
 PT1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1102'THE STATION IS IN SECTION 3, T 10 N, R 24 E, ABOUT 9-1/2
 PT1102'MILES SOUTH AND 2-3/4 MILES EAST OF EAGLE BUTTE, 82 FEET
 PT1102'SOUTHWEST OF A Y-INTERSECTION, 23 FEET WEST OF A TRACK ROAD,
 PT1102'5 FEET EAST OF A WIRE FENCE, AND 5 FEET NORTHEAST OF A WHITE
 PT1102'4 IN X 4 IN WITNESS POST.
 PT1102'
 PT1102'TO REACH THE STATION FROM THE RAILROAD STATION IN EAGLE BUTTE
 PT1102'GO SOUTH ON THE MAIN STREET FOR 0.15 MILE TO A T-INTERSECTION,
 PT1102'TURN RIGHT AND GO WEST FOR 0.2 MILE TO A CROSSROADS, TURN
 PT1102'LEFT AND FOLLOW MAIN BLADED ROAD SOUTH FOR 9.0 MILES TO A
 PT1102'SMALL SCHOOLHOUSE ON THE LEFT, CONTINUE SOUTH ON MAIN BLADED
 PT1102'ROAD FOR 1.0 MILE TO A T-INTERSECTION, TURN LEFT AND GO
 PT1102'EAST ON TRACK ROAD FOR 2.0 MILES TO A T-INTERSECTION, TURN
 PT1102'RIGHT (SOUTH) AND GO ON TRACK ROAD FOR 110 FEET TO THE AZIMUTH
 PT1102'MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE SOUTH ON TRACK
 PT1102'ROAD FOR 1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED
 PT1102'ABOVE.
 PT1102'
 PT1102'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 PT1102'SCIFORD 1952.
 PT1102'
 PT1102'REFERENCE MARK NO. 1 IS 90 FEET SOUTH OF A Y-INTERSECTION.
 PT1102'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED SCIFORD
 PT1102'NO 1 1952.
 PT1102'
 PT1102'REFERENCE MARK NO. 2 IS 23 FEET WEST OF A TRACK ROAD, AND
 PT1102'5 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES,
 PT1102'AND THE DISK IS STAMPED SCIFORD NO 2 1952.
 PT1102'
 PT1102'THE AZIMUTH MARK IS 110 FEET SOUTH OF A T-INTERSECTION, 28
 PT1102'FEET WEST OF THE TRACK ROAD, 3 FEET SOUTH OF A WHITE 4 IN X
 PT1102'4 IN WITNESS POST, AND 2 FEET EAST OF A WIRE FENCE.  THE
 PT1102'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED SCIFORD
 PT1102'1952.
 PT1102'
 PT1102'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0911 ***********************************************************************
 OQ0911  DESIGNATION -  SCOTLAND EPISCOPAL CH SPIRE
 OQ0911  PID         -  OQ0911
 OQ0911  STATE/COUNTY-  SD/BON HOMME
 OQ0911  COUNTRY     -  US
 OQ0911  USGS QUAD   -  SCOTLAND (2017)
 OQ0911
 OQ0911                         *CURRENT SURVEY CONTROL
 OQ0911  ______________________________________________________________________
 OQ0911* NAD 83(1996) POSITION- 43 09 01.79927(N) 097 42 58.88474(W)   ADJUSTED
 OQ0911  ______________________________________________________________________
 OQ0911  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 OQ0911  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 OQ0911  HORZ ORDER      -  THIRD
 OQ0911
 OQ0911.The horizontal coordinates were established by classical geodetic methods
 OQ0911.and adjusted by the National Geodetic Survey in January 1998.
 OQ0911
 OQ0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0911.GEOID18 height accuracy estimate available here.
 OQ0911
 OQ0911.Click photographs - Photos may exist for this station.
 OQ0911
 OQ0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0911
 OQ0911. The following values were computed from the NAD 83(1996) position.
 OQ0911
 OQ0911;                    North         East     Units Scale Factor Converg.
 OQ0911;SPC SD S     -    94,133.144   812,821.250   MT  0.99994001   +1 48 19.2
 OQ0911;SPC SD S     -   308,835.16  2,666,731.05   sFT  0.99994001   +1 48 19.2
 OQ0911;UTM  14      - 4,778,327.448   604,372.492   MT  0.99973401   +0 52 40.7
 OQ0911
 OQ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0437278327(NAD 83)
 OQ0911
 OQ0911                          SUPERSEDED SURVEY CONTROL
 OQ0911
 OQ0911  NAD 83(1995)-  43 09 01.80110(N)    097 42 58.88191(W) AD(       ) 3
 OQ0911  NAD 83(1986)-  43 09 01.81035(N)    097 42 58.87740(W) AD(       ) 3
 OQ0911  NAD 27      -  43 09 01.83200(N)    097 42 57.63600(W) AD(       ) 3
 OQ0911  USSD        -  43 09 02.01600(N)    097 42 57.97000(W) AD(       ) 3
 OQ0911
 OQ0911.Superseded values are not recommended for survey control.
 OQ0911
 OQ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0911.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0911
 OQ0911_MARKER: 90 = CHURCH SPIRE
 OQ0911
 OQ0911  HISTORY     - Date     Condition        Report By
 OQ0911  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0911  HISTORY     - 1935     GOOD             CGS
 OQ0911
 OQ0911                          STATION DESCRIPTION
 OQ0911
 OQ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0911'THIS OLD RED BRICK CHURCH IS STILL STANDING AS IT WAS IN 1901.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0742 ***********************************************************************
 QS0742  DESIGNATION -  SCRANTON
 QS0742  PID         -  QS0742
 QS0742  STATE/COUNTY-  SD/POTTER
 QS0742  COUNTRY     -  US
 QS0742  USGS QUAD   -  STEAMBOAT CREEK (2017)
 QS0742
 QS0742                         *CURRENT SURVEY CONTROL
 QS0742  ______________________________________________________________________
 QS0742* NAD 83(1996) POSITION- 45 14 39.60724(N) 100 13 34.16917(W)   ADJUSTED
 QS0742* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 QS0742  ______________________________________________________________________
 QS0742  GEOID HEIGHT    -        -22.187 (meters)                     GEOID18
 QS0742  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 QS0742  HORZ ORDER      -  SECOND
 QS0742
 QS0742.The horizontal coordinates were established by classical geodetic methods
 QS0742.and adjusted by the National Geodetic Survey in January 1998.
 QS0742
 QS0742.The orthometric height was scaled from a topographic map.
 QS0742
 QS0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0742.GEOID18 height accuracy estimate available here.
 QS0742
 QS0742.Click photographs - Photos may exist for this station.
 QS0742
 QS0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0742
 QS0742. The following values were computed from the NAD 83(1996) position.
 QS0742
 QS0742;                    North         East     Units Scale Factor Converg.
 QS0742;SPC SD N     -   156,819.844   582,245.104   MT  0.99994478   -0 09 36.2
 QS0742;SPC SD N     -   514,499.77  1,910,249.15   sFT  0.99994478   -0 09 36.2
 QS0742;UTM  14      - 5,010,824.782   403,771.653   MT  0.99971385   -0 52 14.8
 QS0742
 QS0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0742!SPC SD N     -   0.99991594  x   0.99994478  =   0.99986073
 QS0742!UTM  14      -   0.99991594  x   0.99971385  =   0.99962982
 QS0742
 QS0742:                Primary Azimuth Mark                     Grid Az
 QS0742:SPC SD N     -  SCRANTON AZ MK                           056 59 07.6
 QS0742:UTM  14      -  SCRANTON AZ MK                           057 41 46.2
 QS0742
 QS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0377110824(NAD 83)
 QS0742
 QS0742|---------------------------------------------------------------------|
 QS0742| PID    Reference Object                     Distance      Geod. Az  |
 QS0742|                                                           dddmmss.s |
 QS0742| CO6085 SCRANTON AZ MK                                     0564931.4 |
 QS0742| CO6086 SCRANTON RM 1                         6.027 METERS 07351     |
 QS0742| CO6087 SCRANTON RM 2                         8.403 METERS 16229     |
 QS0742|---------------------------------------------------------------------|
 QS0742
 QS0742                          SUPERSEDED SURVEY CONTROL
 QS0742
 QS0742  NAD 83(1986)-  45 14 39.59891(N)    100 13 34.17080(W) AD(       ) 2
 QS0742  NAD 27      -  45 14 39.64000(N)    100 13 32.70100(W) AD(       ) 2
 QS0742  MORC        -  45 14 36.96000(N)    100 13 32.42000(W) AD(       ) 3
 QS0742
 QS0742.Superseded values are not recommended for survey control.
 QS0742
 QS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0742.See file dsdata.pdf to determine how the superseded data were derived.
 QS0742
 QS0742_MARKER: P = PIPE CAP
 QS0742_SETTING: 0 = UNSPECIFIED SETTING
 QS0742
 QS0742  HISTORY     - Date     Condition        Report By
 QS0742  HISTORY     - 1948     MONUMENTED       MORC
 QS0742  HISTORY     - 1967     GOOD             USGS
 QS0742
 QS0742                          STATION DESCRIPTION
 QS0742
 QS0742'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (FXP)
 QS0742'STATION IS 14 MILES NORTH-NORTHEAST OF WHITLOCK CROSSING, 8
 QS0742'MILES SOUTHWEST OF AKASKA, 1-1/4 MILES EAST OF THE MISSOURI
 QS0742'RIVER, 1/4 MILE SOUTH OF THE WALWORTH-POTTER COUNTY LINE AND
 QS0742'IN THE NE 1/4 OF SEC. 3, T. 120 N., R. 78 W.  IT IS 8 FEET WEST
 QS0742'OF A WITNESS POST.  IT IS A STANDARD MISSOURI RIVER COMMISSION
 QS0742'CAST IRON 4-INCH CAP FASTENED TO THE TOP OF AN IRON PIPE THAT
 QS0742'PROJECTS 6 INCHES. IT IS UNSTAMPED.
 QS0742'
 QS0742'REFERENCE MARK NO. 1 IS 19.77 FEET EAST-NORTHEAST OF THE
 QS0742'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0742'SCRATON M O R C NO 1 1948.
 QS0742'
 QS0742'REFERENCE MARK NO. 2 IS 27.57 FEET SOUTH-SOUTHEAST OF THE
 QS0742'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0742'SCRANTON M O R C NO 2 1948.
 QS0742'
 QS0742'THE AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION.  IT IS
 QS0742'13 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD,
 QS0742'2 FEET WEST-SOUTHWEST OF A WITNESS POST AND 5 FEET WEST
 QS0742'WEST-SOUTHWEST OF A GATEPOST.  THE MARK PROJECTS 4 INCHES
 QS0742'AND THE DISK IS STAMPED SCRANTON M O R C 1948.
 QS0742'
 QS0742'TO REACH THE STATION FROM THE POST OFFICE IN GETTYSBURG, GO
 QS0742'NORTH 1 BLOCK TO U.S. HIGHWAY 212, TURN LEFT AND GO WESTERLY
 QS0742'ON HIGHWAY 212 FOR 5.3 MILES TO A CROSSROADS, TURN RIGHT AND
 QS0742'GO NORTH ON A GRAVEL ROAD FOR 12.1 MILES TO A CROSSROADS,
 QS0742'TURN LEFT AND GO WEST 3.2 MILES TO A CROSSROADS, TURN RIGHT
 QS0742'AND GO NORTH 4.1 MILES TO A TRACK ROAD LEFT, TURN LEFT AND GO
 QS0742'WEST 4.8 MILES TO A GATE AND THE AZIMUTH MARK, CONTINUE ON THE
 QS0742'TRACK ROAD SOUTHWESTERLY FOR 0.35 MILE TO THE HIGHEST POINT
 QS0742'AND THE STATION AS DESCRIBED.
 QS0742'
 QS0742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QS0742
 QS0742                          STATION RECOVERY (1967)
 QS0742
 QS0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (KE)
 QS0742'TO REACH THE STATION FROM AKASKA, GO S 4 MI. TO A X-RD., TURN,
 QS0742'LEFT AND GO WEST 4 MI. TO A T-RD-S, TURN LEFT AND GO 2 MI.
 QS0742'S TO A T-TRACK RD. N., TURN RIGHT THRU GATE, FOLLOW
 QS0742'TRACK ROAD, KEEPING CLOSE TO E-W FENCE LINE, FOR 0.6 MI. TO A
 QS0742'GATE, CONTINUE W FOR 0.4 MI TO A GATE, CONTINUE W FOR 0.05 MI. TO
 QS0742'A GATE IN THE E-W FENCE AND THE AZ MK., PASS THRU GATE AND
 QS0742'FOLLOW TRACK RD. SOUTH AND WEST FOR 0.4 MI. TO A GATE IN
 QS0742'N-S FENCE, PASS THRU GATE AND GO UP FIRST HILL ON THE
 QS0742'RIGHT TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1993 ***********************************************************************
 NM1993  DESIGNATION -  SD A
 NM1993  PID         -  NM1993
 NM1993  STATE/COUNTY-  SD/YANKTON
 NM1993  COUNTRY     -  US
 NM1993  USGS QUAD   -  YANKTON (2017)
 NM1993
 NM1993                         *CURRENT SURVEY CONTROL
 NM1993  ______________________________________________________________________
 NM1993* NAD 83(2011) POSITION- 42 52 55.44003(N) 097 28 34.99336(W)   ADJUSTED
 NM1993* NAD 83(2011) ELLIP HT-   418.415 (meters)        (06/27/12)   ADJUSTED
 NM1993* NAD 83(2011) EPOCH   -  2010.00
 NM1993* NAVD 88 ORTHO HEIGHT -   444.026 (meters)     1456.78  (feet) ADJUSTED
 NM1993  ______________________________________________________________________
 NM1993  GEOID HEIGHT    -        -25.608 (meters)                     GEOID18
 NM1993  NAD 83(2011) X  -   -609,104.501 (meters)                     COMP
 NM1993  NAD 83(2011) Y  - -4,641,388.405 (meters)                     COMP
 NM1993  NAD 83(2011) Z  -  4,318,195.540 (meters)                     COMP
 NM1993  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 NM1993  DYNAMIC HEIGHT  -        443.896 (meters)     1456.35  (feet) COMP
 NM1993  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 NM1993
 NM1993  VERT ORDER      -  FIRST     CLASS II
 NM1993
 NM1993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1993  Standards:
 NM1993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1993  -------------------------------------------------------------------
 NM1993  NETWORK    1.89   5.12           0.81   0.73   2.61     -0.02994504
 NM1993  -------------------------------------------------------------------
 NM1993  Click here for local accuracies and other accuracy information.
 NM1993
 NM1993.The horizontal coordinates were established by GPS observations
 NM1993.and adjusted by the National Geodetic Survey in June 2012.
 NM1993
 NM1993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1993.been affixed to the stable North American tectonic plate. See 
 NM1993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1993
 NM1993.The horizontal coordinates are valid at the epoch date displayed above
 NM1993.which is a decimal equivalence of Year/Month/Day.
 NM1993
 NM1993.The orthometric height was determined by differential leveling and
 NM1993.adjusted by the NATIONAL GEODETIC SURVEY
 NM1993.in June 1994.
 NM1993
 NM1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1993.GEOID18 height accuracy estimate available here.
 NM1993
 NM1993.Click photographs - Photos may exist for this station.
 NM1993
 NM1993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1993
 NM1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1993
 NM1993.The ellipsoidal height was determined by GPS observations
 NM1993.and is referenced to NAD 83.
 NM1993
 NM1993.The dynamic height is computed by dividing the NAVD 88
 NM1993.geopotential number by the normal gravity value computed on the
 NM1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1993.degrees latitude (g = 980.6199 gals.).
 NM1993
 NM1993.The modeled gravity was interpolated from observed gravity values.
 NM1993
 NM1993. The following values were computed from the NAD 83(2011) position.
 NM1993
 NM1993;                    North         East     Units Scale Factor Converg.
 NM1993;SPC SD S     -    64,973.927   833,354.572   MT  0.99998882   +1 58 15.1
 NM1993;SPC SD S     -   213,168.63  2,734,097.46   sFT  0.99998882   +1 58 15.1
 NM1993;UTM  14      - 4,748,844.557   624,425.537   MT  0.99979046   +1 02 13.0
 NM1993
 NM1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1993!SPC SD S     -   0.99993439  x   0.99998882  =   0.99992321
 NM1993!UTM  14      -   0.99993439  x   0.99979046  =   0.99972486
 NM1993
 NM1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2442548844(NAD 83)
 NM1993
 NM1993                          SUPERSEDED SURVEY CONTROL
 NM1993
 NM1993  NAD 83(2007)-  42 52 55.44002(N)    097 28 34.99419(W) AD(2002.00) 0
 NM1993  ELLIP H (02/10/07)  418.442  (m)                       GP(2002.00)    
 NM1993  ELLIP H (05/25/04)  418.433  (m)                       GP(       ) 4 2
 NM1993  NAD 83(1996)-  42 52 55.44000(N)    097 28 34.99361(W) AD(       ) 1
 NM1993  ELLIP H (01/23/98)  418.478  (m)                       GP(       ) 4 1
 NM1993  NAD 83(1995)-  42 52 55.44014(N)    097 28 34.99355(W) AD(       ) 1
 NM1993  NAD 83(1986)-  42 52 55.45051(N)    097 28 34.98442(W) AD(       ) 1
 NM1993  NAVD 88             444.03   (m)         1456.8    (f) LEVELING    3  
 NM1993  NGVD 29 (07/20/93)  443.8    (m)  UNKNOWN  model used  GPS OBS        
 NM1993  NGVD 29 (06/26/92)  444.2    (m)  GEOID90  model used  GPS OBS        
 NM1993
 NM1993.Superseded values are not recommended for survey control.
 NM1993
 NM1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1993.See file dsdata.pdf to determine how the superseded data were derived.
 NM1993
 NM1993_MARKER: DD = SURVEY DISK
 NM1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1993_STAMPING: SD-A 1983
 NM1993_MARK LOGO: CTMAIN
 NM1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1993+STABILITY: SURFACE MOTION
 NM1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1993+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM1993
 NM1993  HISTORY     - Date     Condition        Report By
 NM1993  HISTORY     - 1983     MONUMENTED       CTMAIN
 NM1993  HISTORY     - 19910920 GOOD             NGS
 NM1993  HISTORY     - 19921031 GOOD             NOS
 NM1993  HISTORY     - 19930609 GOOD             GEORES
 NM1993  HISTORY     - 19930908 GOOD             NGS
 NM1993  HISTORY     - 20120320 GOOD             INDIV
 NM1993
 NM1993                          STATION DESCRIPTION
 NM1993
 NM1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NM1993'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF YANKTON, 10.8 KM
 NM1993'(6.7 MI) SOUTH OF UTICA.  OWNERSHIP--FRANK BIEGELMIER, 3700 QUEBEC
 NM1993'STREET NW, WASHINGTON, D.C.
 NM1993'
 NM1993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 NM1993'ROUTE 50 LOCATED NEAR THE NORTH SIDE OF YANKTON, GO WEST ON ROUTE 50
 NM1993'FOR 7.24 KM (4.50 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT,
 NM1993'SOUTHEAST, ON PAVED ROAD FOR 1.14 KM (0.71 MI) TO A GRAVEL ROAD ON
 NM1993'THE RIGHT, AT MILE POST NUMBER 379.  TURN RIGHT, SOUTH, ON GRAVEL
 NM1993'ROAD FOR 2.1 KM (1.3 MI) TO A DEAD-END TURN AROUND AND THE STATION AT
 NM1993'THE SOUTH SIDE OF A ROW OF WOODEN BARICADE POSTS.
 NM1993'
 NM1993'STATION IS 7.7 M (25.3 FT) WEST FROM A FENCE, 5.6 M (18.4 FT) EAST
 NM1993'FROM A FENCE, 5.2 M (17.1 FT) SOUTH FROM A ROW OF WOODEN BARICADE
 NM1993'POSTS, 2.6 M (8.5 FT) SOUTHEAST FROM THE THIRD POST WEST FROM THE
 NM1993'EAST END OF THE ROW OF BARICADE POSTS AND 2.4 M (7.9 FT)
 NM1993'SOUTH-SOUTHWEST FROM THE MOST EASTERLY WOODEN BARICADE POST.
 NM1993
 NM1993                          STATION RECOVERY (1992)
 NM1993
 NM1993'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1993'RECOVERED IN GOOD CONDITION.
 NM1993
 NM1993                          STATION RECOVERY (1993)
 NM1993
 NM1993'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM1993'RECOVERED IN GOOD CONDITION.
 NM1993
 NM1993                          STATION RECOVERY (1993)
 NM1993
 NM1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1993'6.5 KM (4.05 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM1993'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, THENCE 3.9 KM (2.40 MI)
 NM1993'SOUTHERLY ALONG A GRAVELED ROAD, 7.7 M (25.3 FT) WEST OF A FENCE, 6.6
 NM1993'M (21.7 FT) EAST OF THE MOST WESTERLY OF 6 WOODEN BARRIER POSTS, 2.3
 NM1993'M (7.5 FT) SOUTH-SOUTHEAST OF THE MOST EASTERLY OF 6 BARRIER POSTS,
 NM1993'1.8 M (5.9 FT) EAST OF THE EXTENDED CENTER OF THE ROAD, LEVEL WITH
 NM1993'THE ROAD, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 NM1993'GROUND SURFACE.
 NM1993
 NM1993                          STATION RECOVERY (2012)
 NM1993
 NM1993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1241 ***********************************************************************
 OQ1241  DESIGNATION -  SD B
 OQ1241  PID         -  OQ1241
 OQ1241  STATE/COUNTY-  SD/YANKTON
 OQ1241  COUNTRY     -  US
 OQ1241  USGS QUAD   -  LESTERVILLE (2017)
 OQ1241
 OQ1241                         *CURRENT SURVEY CONTROL
 OQ1241  ______________________________________________________________________
 OQ1241* NAD 83(1995) POSITION- 43 01 29.09093(N) 097 32 15.38389(W)   ADJUSTED
 OQ1241* NAD 83(1995) ELLIP HT-   389.618 (meters)        (05/25/04)   ADJUSTED
 OQ1241* NAVD 88 ORTHO HEIGHT -   415.4   (meters)     1363.    (feet) VERTCON3
 OQ1241  ______________________________________________________________________
 OQ1241  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 OQ1241  NAD 83(1995) X  -   -612,643.742 (meters)                     COMP
 OQ1241  NAD 83(1995) Y  - -4,630,005.993 (meters)                     COMP
 OQ1241  NAD 83(1995) Z  -  4,329,777.886 (meters)                     COMP
 OQ1241  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 OQ1241  HORZ ORDER      -  FIRST
 OQ1241  ELLP ORDER      -  FOURTH    CLASS II
 OQ1241
 OQ1241.The horizontal coordinates were established by GPS observations
 OQ1241.and adjusted by the National Geodetic Survey in May 2004.
 OQ1241
 OQ1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ1241
 OQ1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1241.GEOID18 height accuracy estimate available here.
 OQ1241
 OQ1241.Click photographs - Photos may exist for this station.
 OQ1241
 OQ1241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1241
 OQ1241.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1241
 OQ1241.The ellipsoidal height was determined by GPS observations
 OQ1241.and is referenced to NAD 83.
 OQ1241
 OQ1241. The following values were computed from the NAD 83(1995) position.
 OQ1241
 OQ1241;                    North         East     Units Scale Factor Converg.
 OQ1241;SPC SD S     -    80,645.045   827,822.646   MT  0.99996018   +1 55 43.1
 OQ1241;SPC SD S     -   264,582.95  2,715,948.13   sFT  0.99996018   +1 55 43.1
 OQ1241;UTM  14      - 4,764,600.592   619,150.339   MT  0.99977465   +0 59 52.5
 OQ1241
 OQ1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1241!SPC SD S     -   0.99993890  x   0.99996018  =   0.99989909
 OQ1241!UTM  14      -   0.99993890  x   0.99977465  =   0.99971357
 OQ1241
 OQ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1915064600(NAD 83)
 OQ1241
 OQ1241                          SUPERSEDED SURVEY CONTROL
 OQ1241
 OQ1241  ELLIP H (03/16/99)  389.676  (m)                       GP(       ) 4 1
 OQ1241  NAD 83(1996)-  43 01 29.09278(N)    097 32 15.38475(W) AD(       ) 1
 OQ1241  ELLIP H (01/23/98)  389.671  (m)                       GP(       ) 4 1
 OQ1241  NAD 83(1995)-  43 01 29.09371(N)    097 32 15.38438(W) AD(       ) 1
 OQ1241  NAD 83(1986)-  43 01 29.10235(N)    097 32 15.37421(W) AD(       ) 1
 OQ1241  NGVD 29 (07/20/93)  415.2    (m)  UNKNOWN  model used  GPS OBS        
 OQ1241  NGVD 29 (06/26/92)  415.6    (m)  GEOID90  model used  GPS OBS        
 OQ1241
 OQ1241.Superseded values are not recommended for survey control.
 OQ1241
 OQ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1241.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1241
 OQ1241_MARKER: DD = SURVEY DISK
 OQ1241_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 OQ1241_SP_SET: BURIED IN GROUND
 OQ1241_STAMPING: SD-B 1983
 OQ1241_MARK LOGO: CTMAIN
 OQ1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1241+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1992
 OQ1241
 OQ1241  HISTORY     - Date     Condition        Report By
 OQ1241  HISTORY     - 1983     MONUMENTED       CTMAIN
 OQ1241  HISTORY     - 19910920 GOOD             NGS
 OQ1241  HISTORY     - 19921031 GOOD             NOS
 OQ1241
 OQ1241                          STATION DESCRIPTION
 OQ1241
 OQ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1241'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) EAST-SOUTHEAST OF
 OQ1241'LESTERVILLE, 5.8 KM (3.6 MI) NORTHWEST OF UTICA, NEAR THE SOUTHEAST
 OQ1241'CORNER OF THE BEADLESTON CEMETERY. OWNERSHIP--SOUTH DAKOTA DEPARTMENT
 OQ1241'OF TRANSPORTATION.
 OQ1241'TO REACH THE STATION FROM THE INTERSECTION OF UTICA ROAD AND THE
 OQ1241'C.M.S.P. AND P. RAILROAD CROSSING, LOCATED AT THE CENTER OF UTICA, GO
 OQ1241'WEST ON A PAVED COUNTY ROAD FOR 3.2 KM (2.0 MI) TO A GRAVEL CROSSROAD
 OQ1241'(THIS CROSSROAD IS LOCATED 2.9 KM (1.8 MI) WEST OF THE UTICA CITY
 OQ1241'WATER TOWER).  TURN RIGHT, NORTH, ON THE GRAVEL TOWNSHIP ROAD FOR 4.8
 OQ1241'KM (3.0 MI) TO A CROSSROAD AND THE STATION ON THE LEFT IN THE
 OQ1241'SOUTHEAST CORNER OF A CEMETERY.  STATION IS ALSO ABOUT 1.1 KM
 OQ1241'(0.7 MI) NORTH OF A RAILROAD CROSSING.
 OQ1241'STATION IS 1.2 M (3.9 FT) SOUTH FROM A FENCE LINE, 9.3 M (30.5 FT)
 OQ1241'NORTH FROM THE CENTER OF THE GRAVEL ROAD, 15 M (49.2 FT)
 OQ1241'EAST-SOUTHEAST FROM VACIAU SMEJKAL-S HEADSTONE, 1.4 M (4.6 FT)
 OQ1241'SOUTH-SOUTHEAST FROM A FENCE CORNER POST, 55.7 M (182.7 FT) WEST FROM
 OQ1241'THE CENTER OF THE NORTH-SOUTH A GRAVEL ROAD AND 7-CM BELOW THE
 OQ1241'SURFACE OF THE GROUND.
 OQ1241
 OQ1241                          STATION RECOVERY (1992)
 OQ1241
 OQ1241'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 OQ1241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1242 ***********************************************************************
 OQ1242  DESIGNATION -  SD G
 OQ1242  PID         -  OQ1242
 OQ1242  STATE/COUNTY-  SD/HUTCHINSON
 OQ1242  COUNTRY     -  US
 OQ1242  USGS QUAD   -  MILLTOWN (2017)
 OQ1242
 OQ1242                         *CURRENT SURVEY CONTROL
 OQ1242  ______________________________________________________________________
 OQ1242* NAD 83(1995) POSITION- 43 29 59.05717(N) 097 47 10.29572(W)   ADJUSTED
 OQ1242* NAD 83(1995) ELLIP HT-   377.003 (meters)        (05/25/04)   ADJUSTED
 OQ1242* NAVD 88 ORTHO HEIGHT -   403.6   (meters)     1324.    (feet) VERTCON3
 OQ1242  ______________________________________________________________________
 OQ1242  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 OQ1242  NAD 83(1995) X  -   -627,824.782 (meters)                     COMP
 OQ1242  NAD 83(1995) Y  - -4,591,461.027 (meters)                     COMP
 OQ1242  NAD 83(1995) Z  -  4,368,200.169 (meters)                     COMP
 OQ1242  LAPLACE CORR    -          4.79  (seconds)                    DEFLEC18
 OQ1242  HORZ ORDER      -  FIRST
 OQ1242  ELLP ORDER      -  FOURTH    CLASS II
 OQ1242
 OQ1242.The horizontal coordinates were established by GPS observations
 OQ1242.and adjusted by the National Geodetic Survey in May 2004.
 OQ1242
 OQ1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ1242
 OQ1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1242.GEOID18 height accuracy estimate available here.
 OQ1242
 OQ1242.Click photographs - Photos may exist for this station.
 OQ1242
 OQ1242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1242
 OQ1242.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1242
 OQ1242.The ellipsoidal height was determined by GPS observations
 OQ1242.and is referenced to NAD 83.
 OQ1242
 OQ1242. The following values were computed from the NAD 83(1995) position.
 OQ1242
 OQ1242;                    North         East     Units Scale Factor Converg.
 OQ1242;SPC SD S     -   132,735.343   805,954.086   MT  0.99990901   +1 45 25.7
 OQ1242;SPC SD S     -   435,482.54  2,644,201.03   sFT  0.99990901   +1 45 25.7
 OQ1242;UTM  14      - 4,817,027.851   598,130.212   MT  0.99971845   +0 50 08.1
 OQ1242
 OQ1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1242!SPC SD S     -   0.99994088  x   0.99990901  =   0.99984990
 OQ1242!UTM  14      -   0.99994088  x   0.99971845  =   0.99965935
 OQ1242
 OQ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9813017027(NAD 83)
 OQ1242
 OQ1242                          SUPERSEDED SURVEY CONTROL
 OQ1242
 OQ1242  ELLIP H (03/16/99)  376.993  (m)                       GP(       ) 4 1
 OQ1242  NAD 83(1996)-  43 29 59.06096(N)    097 47 10.29521(W) AD(       ) 1
 OQ1242  ELLIP H (01/23/98)  376.958  (m)                       GP(       ) 4 1
 OQ1242  NAD 83(1995)-  43 29 59.06716(N)    097 47 10.27813(W) AD(       ) 1
 OQ1242  NAD 83(1986)-  43 29 59.07100(N)    097 47 10.27484(W) AD(       ) 1
 OQ1242  NGVD 29 (06/26/92)  403.3    (m)  GEOID90  model used  GPS OBS        
 OQ1242
 OQ1242.Superseded values are not recommended for survey control.
 OQ1242
 OQ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1242.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1242
 OQ1242_MARKER: DD = SURVEY DISK
 OQ1242_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 OQ1242_SP_SET: BURIED IN GROUND
 OQ1242_STAMPING: SD-G 1983
 OQ1242_MARK LOGO: CTMAIN
 OQ1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1242+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 OQ1242
 OQ1242  HISTORY     - Date     Condition        Report By
 OQ1242  HISTORY     - 1983     MONUMENTED       CTMAIN
 OQ1242  HISTORY     - 19910920 GOOD             NGS
 OQ1242
 OQ1242                          STATION DESCRIPTION
 OQ1242
 OQ1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1242'STATION IS LOCATED ABOUT 17.3 KM (10.7 MI) SOUTH OF ALEXANDRIA, 4.8 KM
 OQ1242'(3.0 MI) SOUTH OF THE JUNCTION OF STATE ROUTE 42 AND A PAVED SECTION
 OQ1242'LINE ROAD AND ON THE SOUTH SIDE OF A T-JUNCTION OF SECTION LINE
 OQ1242'ROADS. OWNERSHIP--HUTCHINSON COUNTY.
 OQ1242'TO REACH THE STATION FROM THE SOUTH END OF THE STATE HIGHWAY 262
 OQ1242'OVERPASS BRIDGE OVER INTERSATATE HIGHWAY 90 (EXIT 344), GO SOUTH ON
 OQ1242'HIGHWAY 262 FOR 1.12 KM (0.70 MI) TO THE POINT WHERE HIGHWAY 262
 OQ1242'CURVES LEFT TO THE EAST AND A PAVED ROAD ON THE RIGHT LEADS SOUTH.
 OQ1242'BEAR RIGHT AND GO SOUTH ON PAVED ROAD FOR 12.47 KM (7.75 MI) TO THE
 OQ1242'JUNCTION OF STATE HIGHWAY 42.  CONTINUE SOUTH ON PAVED ROAD FOR 4.83
 OQ1242'KM (3.00 MI) TO A T-JUNCTION AND THE STATION ON THE SOUTH SIDE OF
 OQ1242'ROAD INTERSECTION.
 OQ1242'STATION IS 11.3 M (37.1 FT) EAST FROM A ROAD YIELD SIGN POST, 5.8 M
 OQ1242'(19.0 FT) SOUTH FROM THE CENTER OF THE EAST-WEST ROAD AND 2.9 M
 OQ1242'(9.5 FT) WEST FROM THE EXTENDED CENTER OF THE NORTH-SOUTH ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1243 ***********************************************************************
 OQ1243  DESIGNATION -  SD H
 OQ1243  PID         -  OQ1243
 OQ1243  STATE/COUNTY-  SD/HANSON
 OQ1243  COUNTRY     -  US
 OQ1243  USGS QUAD   -  NESS CHAIN LAKES (2017)
 OQ1243
 OQ1243                         *CURRENT SURVEY CONTROL
 OQ1243  ______________________________________________________________________
 OQ1243* NAD 83(1996) POSITION- 43 47 24.48137(N) 097 52 08.49746(W)   ADJUSTED
 OQ1243* NAD 83(1996) ELLIP HT-   373.890 (meters)        (05/25/04)   ADJUSTED
 OQ1243* NAVD 88 ORTHO HEIGHT -   399.5   (meters)     1311.    (feet) GPS OBS
 OQ1243  ______________________________________________________________________
 OQ1243  NAVD 88 orthometric height was determined with an earlier geoid model
 OQ1243  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 OQ1243  NAD 83(1996) X  -   -631,412.853 (meters)                     COMP
 OQ1243  NAD 83(1996) Y  - -4,568,486.204 (meters)                     COMP
 OQ1243  NAD 83(1996) Z  -  4,391,546.954 (meters)                     COMP
 OQ1243  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 OQ1243  HORZ ORDER      -  FIRST
 OQ1243  ELLP ORDER      -  FOURTH    CLASS II
 OQ1243
 OQ1243.The horizontal coordinates were established by GPS observations
 OQ1243.and adjusted by the National Geodetic Survey in May 2004.
 OQ1243
 OQ1243.The orthometric height was determined by GPS observations and a
 OQ1243.high-resolution geoid model.
 OQ1243
 OQ1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1243.GEOID18 height accuracy estimate available here.
 OQ1243
 OQ1243.Click photographs - Photos may exist for this station.
 OQ1243
 OQ1243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1243
 OQ1243.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ1243
 OQ1243.The ellipsoidal height was determined by GPS observations
 OQ1243.and is referenced to NAD 83.
 OQ1243
 OQ1243. The following values were computed from the NAD 83(1996) position.
 OQ1243
 OQ1243;                    North         East     Units Scale Factor Converg.
 OQ1243;SPC SD S     -   164,780.605   798,301.309   MT  0.99991135   +1 42 00.0
 OQ1243;SPC SD S     -   540,617.70  2,619,093.54   sFT  0.99991135   +1 42 00.0
 OQ1243;UTM  14      - 4,849,185.410   590,994.014   MT  0.99970184   +0 46 57.7
 OQ1243
 OQ1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1243!SPC SD S     -   0.99994137  x   0.99991135  =   0.99985273
 OQ1243!UTM  14      -   0.99994137  x   0.99970184  =   0.99964323
 OQ1243
 OQ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP9099449185(NAD 83)
 OQ1243
 OQ1243                          SUPERSEDED SURVEY CONTROL
 OQ1243
 OQ1243  ELLIP H (03/16/99)  373.866  (m)                       GP(       ) 4 1
 OQ1243  NAD 83(1996)-  43 47 24.48654(N)    097 52 08.49657(W) AD(       ) 1
 OQ1243  ELLIP H (01/23/98)  373.819  (m)                       GP(       ) 4 1
 OQ1243  ELLIP H (08/18/97)  373.772  (m)                       GP(       ) 4 1
 OQ1243  NAD 83(1986)-  43 47 24.49700(N)    097 52 08.47264(W) AD(       ) 1
 OQ1243  NGVD 29 (01/19/94)  399.2    (m)  GEOID93  model used  GPS OBS        
 OQ1243  NGVD 29 (06/26/92)  399.8    (m)  GEOID90  model used  GPS OBS        
 OQ1243
 OQ1243.Superseded values are not recommended for survey control.
 OQ1243
 OQ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1243.See file dsdata.pdf to determine how the superseded data were derived.
 OQ1243
 OQ1243_MARKER: DD = SURVEY DISK
 OQ1243_SETTING: 0 = UNSPECIFIED SETTING
 OQ1243_STAMPING: SD-H 1983
 OQ1243_MARK LOGO: CTMAIN
 OQ1243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1243+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1992
 OQ1243
 OQ1243  HISTORY     - Date     Condition        Report By
 OQ1243  HISTORY     - 1983     MONUMENTED       CTMAIN
 OQ1243  HISTORY     - 19910920 GOOD             NGS
 OQ1243  HISTORY     - 19921027 GOOD             NGS
 OQ1243
 OQ1243                          STATION DESCRIPTION
 OQ1243
 OQ1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1243'STATION IS LOCATED ABOUT 7 KM (4.3 MI) NORTH AND 3.5 KM (2.2 MI) WEST
 OQ1243'OF FULTON AND ON THE EAST SIDE OF A TOWNSHIP ROAD. OWNERSHIP--HANSON
 OQ1243'COUNTY.
 OQ1243'TO REACH THE STATION FROM THE POST OFFICE IN FULTON, LOCATED 0.16 KM
 OQ1243'(0.10 MI) NORTH OF THE CORNER OF MAIN AND 2ND STREETS, GO WEST ON 2ND
 OQ1243'STREET FOR 0.4 KM (0.2 MI) TO T-ROAD INTERSECTION. TURN RIGHT, NORTH,
 OQ1243'ON THE PAVED THEN GRAVEL ROAD FOR 7.3 KM (4.5 MI) TO A GRAVEL SECTION
 OQ1243'LINE ROAD. TURN LEFT, WEST, ON SECTION LINE ROAD FOR 3.2 KM (2.0 MI)
 OQ1243'TO A NORTH-SOUTH SECTION LINE ROAD.  TURN RIGHT, NORTH, ON SECTION
 OQ1243'LINE ROAD FOR 44.2 M (145.0 FT) TO THE STATION ON THE EAST SHOULDER
 OQ1243'OF THE ROAD.
 OQ1243'STATION IS 4.5 M (14.8 FT) EAST FROM THE CENTER OF THE ROAD, 10.2 M
 OQ1243'(33.5 FT) WEST FROM A BRACED FENCE CORNER POST, 37.8 M (124.0 FT)
 OQ1243'SOUTHEAST FROM A POWERLINE POLE, 15.3 M (50.2 FT) NORTHWEST FROM THE
 OQ1243'SOUTH END OF AN 50 CM CONCRETE CULVERT AND RECESSED 10-CM BELOW
 OQ1243'GROUND.
 OQ1243
 OQ1243                          STATION RECOVERY (1992)
 OQ1243
 OQ1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OQ1243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1195 ***********************************************************************
 PR1195  DESIGNATION -  SD K
 PR1195  PID         -  PR1195
 PR1195  STATE/COUNTY-  SD/BEADLE
 PR1195  COUNTRY     -  US
 PR1195  USGS QUAD   -  ARTESIAN NW (2017)
 PR1195
 PR1195                         *CURRENT SURVEY CONTROL
 PR1195  ______________________________________________________________________
 PR1195* NAD 83(1996) POSITION- 44 12 30.65391(N) 097 53 38.31686(W)   ADJUSTED
 PR1195* NAD 83(1996) ELLIP HT-   382.905 (meters)        (05/25/04)   ADJUSTED
 PR1195* NAVD 88 ORTHO HEIGHT -   408.5   (meters)     1340.    (feet) VERTCON3
 PR1195  ______________________________________________________________________
 PR1195  GEOID HEIGHT    -        -25.427 (meters)                     GEOID18
 PR1195  NAD 83(1996) X  -   -628,967.759 (meters)                     COMP
 PR1195  NAD 83(1996) Y  - -4,536,229.035 (meters)                     COMP
 PR1195  NAD 83(1996) Z  -  4,424,995.655 (meters)                     COMP
 PR1195  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 PR1195  HORZ ORDER      -  FIRST
 PR1195  ELLP ORDER      -  FOURTH    CLASS II
 PR1195
 PR1195.The horizontal coordinates were established by GPS observations
 PR1195.and adjusted by the National Geodetic Survey in May 2004.
 PR1195
 PR1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1195
 PR1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1195.GEOID18 height accuracy estimate available here.
 PR1195
 PR1195.Click photographs - Photos may exist for this station.
 PR1195
 PR1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1195
 PR1195.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1195
 PR1195.The ellipsoidal height was determined by GPS observations
 PR1195.and is referenced to NAD 83.
 PR1195
 PR1195. The following values were computed from the NAD 83(1996) position.
 PR1195
 PR1195;                    North         East     Units Scale Factor Converg.
 PR1195;SPC SD N     -    43,881.029   768,312.215   MT  1.00004637   +1 29 25.8
 PR1195;SPC SD N     -   143,966.34  2,520,704.33   sFT  1.00004637   +1 29 25.8
 PR1195;UTM  14      - 4,895,627.285   588,363.434   MT  0.99969603   +0 46 16.5
 PR1195
 PR1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1195!SPC SD N     -   0.99993996  x   1.00004637  =   0.99998633
 PR1195!UTM  14      -   0.99993996  x   0.99969603  =   0.99963601
 PR1195
 PR1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8836395627(NAD 83)
 PR1195
 PR1195                          SUPERSEDED SURVEY CONTROL
 PR1195
 PR1195  ELLIP H (03/16/99)  382.831  (m)                       GP(       ) 4 1
 PR1195  NAD 83(1996)-  44 12 30.66270(N)    097 53 38.32053(W) AD(       ) 1
 PR1195  ELLIP H (01/23/98)  382.715  (m)                       GP(       ) 4 1
 PR1195  ELLIP H (08/18/97)  382.836  (m)                       GP(       ) 4 1
 PR1195  NAD 83(1986)-  44 12 30.66771(N)    097 53 38.29538(W) AD(       ) 1
 PR1195  NGVD 29 (06/26/92)  408.3    (m)  GEOID90  model used  GPS OBS        
 PR1195
 PR1195.Superseded values are not recommended for survey control.
 PR1195
 PR1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1195.See file dsdata.pdf to determine how the superseded data were derived.
 PR1195
 PR1195_MARKER: DD = SURVEY DISK
 PR1195_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PR1195_SP_SET: BURIED IN GROUND
 PR1195_STAMPING: SD-K 1983
 PR1195_MARK LOGO: CTMAIN
 PR1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1195+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 PR1195
 PR1195  HISTORY     - Date     Condition        Report By
 PR1195  HISTORY     - 1983     MONUMENTED       CTMAIN
 PR1195  HISTORY     - 19910920 GOOD             NGS
 PR1195
 PR1195                          STATION DESCRIPTION
 PR1195
 PR1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PR1195'STATION IS LOCATED ABOUT 18.2 KM (11.3 MI) SOUTH-SOUTHWEST OF IROQUOIS
 PR1195'AND ABOUT 1.5 KM (0.9 MI) NORTH OF THE BEADLE-SANBORN COUNTY LINE.
 PR1195'OWNERSHIP-UNKNOWN.
 PR1195'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 (NEOSHO
 PR1195'STREET) AND SIOUX STREET (COUNTY LINE ROAD) LOCATED JUST WEST OF
 PR1195'GRAIN ELEVATORS AT IROQUOIS, AT THE BEADLE-KINGBURY COUNTY LINE, GO
 PR1195'SOUTH ON PAVED COUNTY LINE ROAD, WHICH TURNS TO GRAVEL AFTER 16.1 KM,
 PR1195'FOR 17.7 KM (11.0 MI) TO A GRAVEL SECTION LINE ROAD ON THE RIGHT.
 PR1195'TURN RIGHT, WEST, ON THE SECTION LINE ROAD FOR 3.2 KM (2.0 MI) TO A
 PR1195'PRIVATE ENTRANCE ROAD ON THE RIGHT LEADING TO A FARM HOUSE AND A
 PR1195'TRACK SECTION LINE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON SECTION
 PR1195'LINE ROAD FOR ABOUT 106 M (347.8 FT) TO THE STATION ON THE RIGHT AT
 PR1195'THE SECOND POWERLINE POLE SOUTH OF THE EAST-WEST SECTION LINE ROAD.
 PR1195'STATION IS 7.6 M (24.9 FT) EAST FROM A POWERLINE POLE WITH DOUGLAS FIR
 PR1195'1948 METAL DISK EMBEDDED IN THE NORTH FACE OF THE POLE, 7.3 M
 PR1195'(24.0 FT) EAST FROM A FENCE LINE,  7.3 M (24.0 FT) EAST FROM A
 PR1195'FIBERGLASS WITNESS POST, 3.3 M (10.8 FT) WEST FROM THE CENTER OF THE
 PR1195'ROAD AND RECESSED 7-CM BELOW GROUND..
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1196 ***********************************************************************
 PR1196  DESIGNATION -  SD L
 PR1196  PID         -  PR1196
 PR1196  STATE/COUNTY-  SD/BEADLE
 PR1196  COUNTRY     -  US
 PR1196  USGS QUAD   -  PEARL CREEK COLONY (2017)
 PR1196
 PR1196                         *CURRENT SURVEY CONTROL
 PR1196  ______________________________________________________________________
 PR1196* NAD 83(1996) POSITION- 44 22 07.11956(N) 097 53 36.67990(W)   ADJUSTED
 PR1196* NAD 83(1996) ELLIP HT-   393.735 (meters)        (05/25/04)   ADJUSTED
 PR1196* NAVD 88 ORTHO HEIGHT -   418.6   (meters)     1373.    (feet) VERTCON3
 PR1196  ______________________________________________________________________
 PR1196  GEOID HEIGHT    -        -25.071 (meters)                     GEOID18
 PR1196  NAD 83(1996) X  -   -627,226.427 (meters)                     COMP
 PR1196  NAD 83(1996) Y  - -4,523,934.154 (meters)                     COMP
 PR1196  NAD 83(1996) Z  -  4,437,740.955 (meters)                     COMP
 PR1196  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 PR1196  HORZ ORDER      -  SECOND
 PR1196  ELLP ORDER      -  FOURTH    CLASS II
 PR1196
 PR1196.The horizontal coordinates were established by GPS observations
 PR1196.and adjusted by the National Geodetic Survey in May 2004.
 PR1196
 PR1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1196
 PR1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1196.GEOID18 height accuracy estimate available here.
 PR1196
 PR1196.Click photographs - Photos may exist for this station.
 PR1196
 PR1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1196
 PR1196.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1196
 PR1196.The ellipsoidal height was determined by GPS observations
 PR1196.and is referenced to NAD 83.
 PR1196
 PR1196. The following values were computed from the NAD 83(1996) position.
 PR1196
 PR1196;                    North         East     Units Scale Factor Converg.
 PR1196;SPC SD N     -    61,669.671   767,885.607   MT  1.00000955   +1 29 27.0
 PR1196;SPC SD N     -   202,327.91  2,519,304.70   sFT  1.00000955   +1 29 27.0
 PR1196;UTM  14      - 4,913,413.978   588,159.889   MT  0.99969558   +0 46 25.6
 PR1196
 PR1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1196!SPC SD N     -   0.99993827  x   1.00000955  =   0.99994782
 PR1196!UTM  14      -   0.99993827  x   0.99969558  =   0.99963387
 PR1196
 PR1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8815913413(NAD 83)
 PR1196
 PR1196                          SUPERSEDED SURVEY CONTROL
 PR1196
 PR1196  ELLIP H (03/16/99)  393.643  (m)                       GP(       ) 4 1
 PR1196  NAD 83(1996)-  44 22 07.12877(N)    097 53 36.68354(W) AD(       ) 2
 PR1196  ELLIP H (01/23/98)  393.534  (m)                       GP(       ) 4 1
 PR1196  ELLIP H (08/18/97)  393.748  (m)                       GP(       ) 4 1
 PR1196  NAD 83(1986)-  44 22 07.12581(N)    097 53 36.69573(W) AD(       ) 2
 PR1196  NAD 83(1986)-  44 22 07.13273(N)    097 53 36.65864(W) AD(       ) 2
 PR1196  NGVD 29 (07/20/93)  418.3    (m)  UNKNOWN  model used  GPS OBS        
 PR1196  NGVD 29 (06/26/92)  418.8    (m)  GEOID90  model used  GPS OBS        
 PR1196
 PR1196.Superseded values are not recommended for survey control.
 PR1196
 PR1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1196.See file dsdata.pdf to determine how the superseded data were derived.
 PR1196
 PR1196_MARKER: DD = SURVEY DISK
 PR1196_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PR1196_SP_SET: BURIED IN GROUND
 PR1196_STAMPING: SD L 1983
 PR1196_MARK LOGO: CTMAIN
 PR1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1196+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1992
 PR1196
 PR1196  HISTORY     - Date     Condition        Report By
 PR1196  HISTORY     - 1983     MONUMENTED       CTMAIN
 PR1196  HISTORY     - 19910920 GOOD             NGS
 PR1196  HISTORY     - 19921028 GOOD             NGS
 PR1196  HISTORY     - 19941014 MARK NOT FOUND   NGS
 PR1196
 PR1196                          STATION DESCRIPTION
 PR1196
 PR1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PR1196'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF IROQUOIS, NEAR THE
 PR1196'SOUTH EDGE OF THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 14, AT A GRAVEL
 PR1196'ROAD CROSSING OF THE CHICAGO AND NORTHWESTERN RAILROAD.
 PR1196'OWNERSHIP--SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 PR1196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 (NEOSHO
 PR1196'STREET) AND  SIOUX STREET (COUNTY LINE ROAD) AT THE WEST SIDE OF THE
 PR1196'ELEVATORS AT IROQUOIS, GO WEST ON HIGHWAY 14 FOR 3.2 KM (2.0 MI) TO A
 PR1196'GRAVEL ROAD ON THE LEFT LEADING SOUTH ACROSS RAILROAD TRACKS.  TURN
 PR1196'LEFT, SOUTH, ON GRAVEL ROAD FOR 31.6 M (103.7 FT) TO THE STATION ON
 PR1196'THE WEST EDGE OF THE GRAVEL ROAD AND NORTH OF THE RAILROAD CROSSING.
 PR1196'STATION IS 31.0 M (101.7 FT) SOUTH FROM THE CENTER OF HIGHWAY 14, 13.0
 PR1196'M (42.7 FT) NORTH FROM THE NORTH RAIL OF THE RAILROAD, 6.0 M
 PR1196'(19.7 FT) EAST FROM A POWERLINE POLE, 3.5 M (11.5 FT) WEST FROM THE
 PR1196'CENTER OF THE GRAVEL ROAD AND RECESSED 15-CM BELOW GROUND.
 PR1196
 PR1196                          STATION RECOVERY (1992)
 PR1196
 PR1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR1196'RECOVERED IN GOOD CONDITION.
 PR1196
 PR1196                          STATION RECOVERY (1994)
 PR1196
 PR1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1196'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1197 ***********************************************************************
 PR1197  DESIGNATION -  SD M
 PR1197  PID         -  PR1197
 PR1197  STATE/COUNTY-  SD/BEADLE
 PR1197  COUNTRY     -  US
 PR1197  USGS QUAD   -  STAUM DAM (2017)
 PR1197
 PR1197                         *CURRENT SURVEY CONTROL
 PR1197  ______________________________________________________________________
 PR1197* NAD 83(1996) POSITION- 44 31 12.49383(N) 097 53 37.35837(W)   ADJUSTED
 PR1197* NAD 83(1996) ELLIP HT-   403.143 (meters)        (05/25/04)   ADJUSTED
 PR1197* NAVD 88 ORTHO HEIGHT -   428.1   (meters)     1405.    (feet) VERTCON3
 PR1197  ______________________________________________________________________
 PR1197  GEOID HEIGHT    -        -24.768 (meters)                     GEOID18
 PR1197  NAD 83(1996) X  -   -625,623.288 (meters)                     COMP
 PR1197  NAD 83(1996) Y  - -4,512,262.242 (meters)                     COMP
 PR1197  NAD 83(1996) Z  -  4,449,766.613 (meters)                     COMP
 PR1197  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 PR1197  HORZ ORDER      -  FIRST
 PR1197  ELLP ORDER      -  FOURTH    CLASS II
 PR1197
 PR1197.The horizontal coordinates were established by GPS observations
 PR1197.and adjusted by the National Geodetic Survey in May 2004.
 PR1197
 PR1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1197
 PR1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1197.GEOID18 height accuracy estimate available here.
 PR1197
 PR1197.Click photographs - Photos may exist for this station.
 PR1197
 PR1197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1197
 PR1197.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1197
 PR1197.The ellipsoidal height was determined by GPS observations
 PR1197.and is referenced to NAD 83.
 PR1197
 PR1197. The following values were computed from the NAD 83(1996) position.
 PR1197
 PR1197;                    North         East     Units Scale Factor Converg.
 PR1197;SPC SD N     -    78,497.525   767,432.659   MT  0.99998179   +1 29 26.5
 PR1197;SPC SD N     -   257,537.30  2,517,818.65   sFT  0.99998179   +1 29 26.5
 PR1197;UTM  14      - 4,930,241.133   587,917.337   MT  0.99969505   +0 46 32.6
 PR1197
 PR1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1197!SPC SD N     -   0.99993679  x   0.99998179  =   0.99991858
 PR1197!UTM  14      -   0.99993679  x   0.99969505  =   0.99963186
 PR1197
 PR1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8791730241(NAD 83)
 PR1197
 PR1197                          SUPERSEDED SURVEY CONTROL
 PR1197
 PR1197  ELLIP H (03/16/99)  402.963  (m)                       GP(       ) 4 1
 PR1197  NAD 83(1996)-  44 31 12.50277(N)    097 53 37.36204(W) AD(       ) 1
 PR1197  ELLIP H (01/23/98)  402.947  (m)                       GP(       ) 4 1
 PR1197  ELLIP H (08/18/97)  403.145  (m)                       GP(       ) 4 1
 PR1197  NAD 83(1986)-  44 31 12.50655(N)    097 53 37.33727(W) AD(       ) 1
 PR1197  NGVD 29 (06/26/92)  427.9    (m)  GEOID90  model used  GPS OBS        
 PR1197
 PR1197.Superseded values are not recommended for survey control.
 PR1197
 PR1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1197.See file dsdata.pdf to determine how the superseded data were derived.
 PR1197
 PR1197_MARKER: DD = SURVEY DISK
 PR1197_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PR1197_SP_SET: BURIED IN GROUND
 PR1197_STAMPING: SD-M 1983
 PR1197_MARK LOGO: CTMAIN
 PR1197_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1197+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 PR1197
 PR1197  HISTORY     - Date     Condition        Report By
 PR1197  HISTORY     - 1983     MONUMENTED       CTMAIN
 PR1197  HISTORY     - 19910927 GOOD             NGS
 PR1197
 PR1197                          STATION DESCRIPTION
 PR1197
 PR1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PR1197'STATION IS LOCATED ABOUT 17.2 KM (10.7 MI) NORTH-NORTHWEST OF
 PR1197'IROQUOIS, AND 12.4 KM (7.7 MI) SOUTH-SOUTHWEST OF CARPENTER.
 PR1197'OWNERSHIP--BEADLE COUNTY.
 PR1197'TO REACH THE STATION FROM THE POST OFFICE IN THE CENTER OF CARPENTER,
 PR1197'GO SOUTH ON 1ST STREET (COUNTY ROAD 17) FOR 0.6 KM (0.4 MI) TO THE
 PR1197'JUNCTION OF STATE ROUTE 28.  CONTINUE SOUTH ON A GRAVEL ROAD FOR 9.66
 PR1197'KM (6.00 MI) TO THE END OF ROAD AT A T-INTERSECTION. TURN LEFT, EAST,
 PR1197'ON ASPHALT ROAD FOR 1.77 KM (1.10 MI) TO A GRAVEL SECTION LINE ROAD
 PR1197'ON THE RIGHT.  TURN RIGHT, SOUTH, ON GRAVEL ROAD FOR 2.62 KM
 PR1197'(1.63 MI) TO THE STATION ON THE RIGHT NEAR A T-FENCE CORNER IN THE
 PR1197'EAST-WEST FENCE LINE.
 PR1197'STATION IS 5.48 M (17.98 FT) EAST FROM THE RIGHT-OF-WAY FENCE LINE,
 PR1197'5.2 M (17.1 FT) EAST FROM A POWERLINE POLE, 3.6 M (11.8 FT) WEST FROM
 PR1197'THE CENTER OF THE GRAVEL ROAD, 4.8 M (15.7 FT) EAST FROM A FIBERGLASS
 PR1197'WITNESS POST AND RECESSED 15-CM BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1198 ***********************************************************************
 PR1198  DESIGNATION -  SD O
 PR1198  PID         -  PR1198
 PR1198  STATE/COUNTY-  SD/CLARK
 PR1198  COUNTRY     -  US
 PR1198  USGS QUAD   -  FORDHAM DAM (2017)
 PR1198
 PR1198                         *CURRENT SURVEY CONTROL
 PR1198  ______________________________________________________________________
 PR1198* NAD 83(1996) POSITION- 44 48 48.47142(N) 097 52 35.47963(W)   ADJUSTED
 PR1198* NAD 83(1996) ELLIP HT-   442.929 (meters)        (05/25/04)   ADJUSTED
 PR1198* NAVD 88 ORTHO HEIGHT -   467.6   (meters)     1534.    (feet) VERTCON3
 PR1198  ______________________________________________________________________
 PR1198  GEOID HEIGHT    -        -24.535 (meters)                     GEOID18
 PR1198  NAD 83(1996) X  -   -621,133.102 (meters)                     COMP
 PR1198  NAD 83(1996) Y  - -4,489,777.989 (meters)                     COMP
 PR1198  NAD 83(1996) Z  -  4,472,978.635 (meters)                     COMP
 PR1198  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 PR1198  HORZ ORDER      -  FIRST
 PR1198  ELLP ORDER      -  FOURTH    CLASS II
 PR1198
 PR1198.The horizontal coordinates were established by GPS observations
 PR1198.and adjusted by the National Geodetic Survey in May 2004.
 PR1198
 PR1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR1198
 PR1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1198.GEOID18 height accuracy estimate available here.
 PR1198
 PR1198.Click photographs - Photos may exist for this station.
 PR1198
 PR1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR1198
 PR1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1198
 PR1198.The ellipsoidal height was determined by GPS observations
 PR1198.and is referenced to NAD 83.
 PR1198
 PR1198. The following values were computed from the NAD 83(1996) position.
 PR1198
 PR1198;                    North         East     Units Scale Factor Converg.
 PR1198;SPC SD N     -   111,116.840   767,943.831   MT  0.99994768   +1 30 10.3
 PR1198;SPC SD N     -   364,555.83  2,519,495.72   sFT  0.99994768   +1 30 10.3
 PR1198;UTM  14      - 4,962,842.870   588,834.127   MT  0.99969704   +0 47 30.8
 PR1198
 PR1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1198!SPC SD N     -   0.99993056  x   0.99994768  =   0.99987824
 PR1198!UTM  14      -   0.99993056  x   0.99969704  =   0.99962762
 PR1198
 PR1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8883462842(NAD 83)
 PR1198
 PR1198                          SUPERSEDED SURVEY CONTROL
 PR1198
 PR1198  ELLIP H (03/16/99)  442.773  (m)                       GP(       ) 4 1
 PR1198  NAD 83(1996)-  44 48 48.47913(N)    097 52 35.48119(W) AD(       ) 1
 PR1198  ELLIP H (01/23/98)  442.784  (m)                       GP(       ) 4 1
 PR1198  ELLIP H (08/18/97)  442.939  (m)                       GP(       ) 4 1
 PR1198  NAD 83(1986)-  44 48 48.48245(N)    097 52 35.45962(W) AD(       ) 1
 PR1198  NGVD 29 (06/26/92)  467.3    (m)  GEOID90  model used  GPS OBS        
 PR1198
 PR1198.Superseded values are not recommended for survey control.
 PR1198
 PR1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1198.See file dsdata.pdf to determine how the superseded data were derived.
 PR1198
 PR1198_MARKER: DD = SURVEY DISK
 PR1198_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 PR1198_SP_SET: BURIED IN GROUND
 PR1198_STAMPING: SD-O 1983
 PR1198_MARK LOGO: CTMAIN
 PR1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1198+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 PR1198
 PR1198  HISTORY     - Date     Condition        Report By
 PR1198  HISTORY     - 1983     MONUMENTED       CTMAIN
 PR1198  HISTORY     - 19910927 GOOD             NGS
 PR1198
 PR1198                          STATION DESCRIPTION
 PR1198
 PR1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PR1198'STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHEAST OF CLARK.
 PR1198'OWNERSHIP-CLARK COUNTY.
 PR1198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PR1198'COMERCIAL STREET, LOCATED NEAR THE CENTER OF CLARK, GO WEST ON
 PR1198'HIGHWAY 212 FOR 11.3 KM (7.0 MI) TO CLARK COUNTY ROAD 61 ON THE LEFT.
 PR1198'TURN LEFT, SOUTH, ON THE COUNTY ROAD FOR 7.0 KM (4.3 MI) TO THE
 PR1198'STATION NEAR THE SEVENTH POWERLINE POLE SOUTH OF AN EAST-WEST GRAVEL
 PR1198'ROAD AND AT A FIELD ENTRANCE ROAD.
 PR1198'STATION IS 4.7 M (15.4 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD,
 PR1198'3.9 M (12.8 FT) NORTH FROM THE CENTER OF THE ENTRANCE ROAD, 6.0 M
 PR1198'(19.7 FT) WEST FROM A FIBERGLASS WITNESS POST AND 5.5 M (18.0 FT)
 PR1198'WEST FROM A LINE OF OVERHEAD POWER LINES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0766 ***********************************************************************
 QQ0766  DESIGNATION -  SD Q
 QQ0766  PID         -  QQ0766
 QQ0766  STATE/COUNTY-  SD/CLARK
 QQ0766  COUNTRY     -  US
 QQ0766  USGS QUAD   -  CROCKER SW (2017)
 QQ0766
 QQ0766                         *CURRENT SURVEY CONTROL
 QQ0766  ______________________________________________________________________
 QQ0766* NAD 83(1996) POSITION- 45 06 21.14448(N) 097 54 09.00016(W)   ADJUSTED
 QQ0766* NAD 83(1996) ELLIP HT-   511.580 (meters)        (05/25/04)   ADJUSTED
 QQ0766* NAVD 88 ORTHO HEIGHT -   536.3   (meters)     1760.    (feet) VERTCON3
 QQ0766  ______________________________________________________________________
 QQ0766  GEOID HEIGHT    -        -24.621 (meters)                     GEOID18
 QQ0766  NAD 83(1996) X  -   -620,018.189 (meters)                     COMP
 QQ0766  NAD 83(1996) Y  - -4,466,798.633 (meters)                     COMP
 QQ0766  NAD 83(1996) Z  -  4,496,022.956 (meters)                     COMP
 QQ0766  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 QQ0766  HORZ ORDER      -  FIRST
 QQ0766  ELLP ORDER      -  FOURTH    CLASS II
 QQ0766
 QQ0766.The horizontal coordinates were established by GPS observations
 QQ0766.and adjusted by the National Geodetic Survey in May 2004.
 QQ0766
 QQ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0766
 QQ0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0766.GEOID18 height accuracy estimate available here.
 QQ0766
 QQ0766.Click photographs - Photos may exist for this station.
 QQ0766
 QQ0766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0766
 QQ0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0766
 QQ0766.The ellipsoidal height was determined by GPS observations
 QQ0766.and is referenced to NAD 83.
 QQ0766
 QQ0766. The following values were computed from the NAD 83(1996) position.
 QQ0766
 QQ0766;                    North         East     Units Scale Factor Converg.
 QQ0766;SPC SD N     -   143,546.193   765,047.934   MT  0.99993957   +1 29 04.1
 QQ0766;SPC SD N     -   470,951.13  2,509,994.76   sFT  0.99993957   +1 29 04.1
 QQ0766;UTM  14      - 4,995,297.549   586,340.324   MT  0.99969166   +0 46 39.1
 QQ0766
 QQ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0766!SPC SD N     -   0.99991980  x   0.99993957  =   0.99985937
 QQ0766!UTM  14      -   0.99991980  x   0.99969166  =   0.99961148
 QQ0766
 QQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8634095297(NAD 83)
 QQ0766
 QQ0766                          SUPERSEDED SURVEY CONTROL
 QQ0766
 QQ0766  ELLIP H (03/16/99)  511.450  (m)                       GP(       ) 4 1
 QQ0766  NAD 83(1996)-  45 06 21.15164(N)    097 54 09.00112(W) AD(       ) 1
 QQ0766  ELLIP H (01/23/98)  511.445  (m)                       GP(       ) 4 1
 QQ0766  ELLIP H (08/18/97)  511.773  (m)                       GP(       ) 4 1
 QQ0766  NAD 83(1986)-  45 06 21.15384(N)    097 54 08.98424(W) AD(       ) 1
 QQ0766  NGVD 29 (06/26/92)  536.0    (m)  GEOID90  model used  GPS OBS        
 QQ0766
 QQ0766.Superseded values are not recommended for survey control.
 QQ0766
 QQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0766.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0766
 QQ0766_MARKER: DD = SURVEY DISK
 QQ0766_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QQ0766_SP_SET: BURIED IN GROUND
 QQ0766_STAMPING: SD-Q 1983
 QQ0766_MARK LOGO: CTMAIN
 QQ0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0766+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0766
 QQ0766  HISTORY     - Date     Condition        Report By
 QQ0766  HISTORY     - 1983     MONUMENTED       CTMAIN
 QQ0766  HISTORY     - 19910927 GOOD             NGS
 QQ0766
 QQ0766                          STATION DESCRIPTION
 QQ0766
 QQ0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QQ0766'STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) WEST OF CROCKER, ON THE EAST
 QQ0766'SHOULDER OF A GRAVEL ROAD AND AT THE SOUTH SIDE OF A ROAD LEADING TO
 QQ0766'TV TOWER (KABY TV) SITE. OWNERSHIP--CLARK COUNTY.
 QQ0766'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 20 AND COUNTY
 QQ0766'ROAD 2, LOCATED AT THE NORTH SIDE OF CROCKER, GO WEST ON ROUTE 20 FOR
 QQ0766'9.3 KM (5.8 MI) TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON
 QQ0766'GRAVEL ROAD FOR 0.37 KM (0.23 MI) TO THE STATION ON THE LEFT AT A
 QQ0766'ROAD LEADING EAST TO A TV TOWER.
 QQ0766'STATION IS 6.2 M (20.3 FT) WEST FROM A POWERLINE POLE, 4.6 M
 QQ0766'(15.1 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD, 5.48 M (17.98 FT)
 QQ0766'WEST FROM A FIBERGLASS WITNESS POST AND ABOUT 10.0 M (32.8 FT) SOUTH
 QQ0766'FROM THE CENTER OF THE ROAD TO THE TV TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0767 ***********************************************************************
 QQ0767  DESIGNATION -  SD R
 QQ0767  PID         -  QQ0767
 QQ0767  STATE/COUNTY-  SD/DAY
 QQ0767  COUNTRY     -  US
 QQ0767  USGS QUAD   -  ANDOVER SW (2017)
 QQ0767
 QQ0767                         *CURRENT SURVEY CONTROL
 QQ0767  ______________________________________________________________________
 QQ0767* NAD 83(1996) POSITION- 45 15 15.71742(N) 097 57 38.92298(W)   ADJUSTED
 QQ0767* NAD 83(1996) ELLIP HT-   424.304 (meters)        (05/25/04)   ADJUSTED
 QQ0767* NAVD 88 ORTHO HEIGHT -   449.1   (meters)     1473.    (feet) VERTCON3
 QQ0767  ______________________________________________________________________
 QQ0767  GEOID HEIGHT    -        -24.667 (meters)                     GEOID18
 QQ0767  NAD 83(1996) X  -   -622,934.035 (meters)                     COMP
 QQ0767  NAD 83(1996) Y  - -4,454,510.503 (meters)                     COMP
 QQ0767  NAD 83(1996) Z  -  4,507,594.370 (meters)                     COMP
 QQ0767  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 QQ0767  HORZ ORDER      -  FIRST
 QQ0767  ELLP ORDER      -  FOURTH    CLASS II
 QQ0767
 QQ0767.The horizontal coordinates were established by GPS observations
 QQ0767.and adjusted by the National Geodetic Survey in May 2004.
 QQ0767
 QQ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0767
 QQ0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0767.GEOID18 height accuracy estimate available here.
 QQ0767
 QQ0767.Click photographs - Photos may exist for this station.
 QQ0767
 QQ0767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0767
 QQ0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0767
 QQ0767.The ellipsoidal height was determined by GPS observations
 QQ0767.and is referenced to NAD 83.
 QQ0767
 QQ0767. The following values were computed from the NAD 83(1996) position.
 QQ0767
 QQ0767;                    North         East     Units Scale Factor Converg.
 QQ0767;SPC SD N     -   159,925.525   760,044.860   MT  0.99994539   +1 26 35.6
 QQ0767;SPC SD N     -   524,688.99  2,493,580.51   sFT  0.99994539   +1 26 35.6
 QQ0767;UTM  14      - 5,011,733.089   581,540.678   MT  0.99968175   +0 44 17.2
 QQ0767
 QQ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0767!SPC SD N     -   0.99993348  x   0.99994539  =   0.99987887
 QQ0767!UTM  14      -   0.99993348  x   0.99968175  =   0.99961525
 QQ0767
 QQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8154011733(NAD 83)
 QQ0767
 QQ0767                          SUPERSEDED SURVEY CONTROL
 QQ0767
 QQ0767  ELLIP H (03/16/99)  424.178  (m)                       GP(       ) 4 1
 QQ0767  NAD 83(1996)-  45 15 15.72429(N)    097 57 38.92382(W) AD(       ) 1
 QQ0767  ELLIP H (01/23/98)  424.173  (m)                       GP(       ) 4 1
 QQ0767  ELLIP H (08/18/97)  424.536  (m)                       GP(       ) 4 1
 QQ0767  NAD 83(1986)-  45 15 15.72613(N)    097 57 38.90794(W) AD(       ) 1
 QQ0767  NGVD 29 (06/26/92)  448.8    (m)  GEOID90  model used  GPS OBS        
 QQ0767
 QQ0767.Superseded values are not recommended for survey control.
 QQ0767
 QQ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0767.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0767
 QQ0767_MARKER: DD = SURVEY DISK
 QQ0767_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QQ0767_SP_SET: BURIED IN GROUND
 QQ0767_STAMPING: SD-R 1983
 QQ0767_MARK LOGO: CTMAIN
 QQ0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0767+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0767
 QQ0767  HISTORY     - Date     Condition        Report By
 QQ0767  HISTORY     - 1983     MONUMENTED       CTMAIN
 QQ0767  HISTORY     - 19910927 GOOD             NGS
 QQ0767
 QQ0767                          STATION DESCRIPTION
 QQ0767
 QQ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QQ0767'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) EAST OF VERDON, 19.3 KM
 QQ0767'(12.0 MI) WEST OF BUTLER, 11.3 KM (7.0 MI) NORTH OF CRANDALL, 18.3 KM
 QQ0767'(11.4 MI) SOUTH-SOUTHEAST OF ANDOVER, ON THE WEST SIDE OF DAY COUNTY
 QQ0767'ROAD 41, AND ABOUT 46 M (150.9 FT) SOUTH OF COUNTY ROAD 26.
 QQ0767'OWNERSHIP--DAY COUNTY.
 QQ0767'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 37 AND COUNTY
 QQ0767'ROAD 24 WEST, AT THE EAST-WEST BROWN-SPINK COUNTY LINE ROAD, LOCATED
 QQ0767'NEAR THE WEST SIDE OF VERDON, GO NORTH ON ROUTE 37 FOR 1.61 KM
 QQ0767'(1.00 MI) TO A GRAVEL ROAD ON THE RIGHT AND THE VERDON CEMETERY AT
 QQ0767'THE NORTHEAST QUADRANT OF THE INTERSECTION.  TURN RIGHT, EAST, ON
 QQ0767'GRAVEL ROAD FOR 9.7 KM (6.0 MI) TO THE BROWN COUNTY LINE.  CONTINUE
 QQ0767'EAST ON GRAVEL ROAD (COUNTY ROAD 26) FOR 1.6 KM (1.0 MI) TO A
 QQ0767'CROSSROAD (COUNTY ROAD 41).  TURN RIGHT, SOUTH, ON COUNTY ROAD FOR
 QQ0767'ABOUT 46 M (150.9 FT) TO THE STATION ON THE WEST GRASSY SHOULDER OF
 QQ0767'THE ROAD.
 QQ0767'STATION IS 4.6 M (15.1 FT) WEST FROM THE CENTER OF THE ROAD, 10.9 M
 QQ0767'(35.8 FT) EAST FROM THE RIGHT-OF-WAY FENCE LINE, 11.2 M (36.7 FT)
 QQ0767'EAST FROM A GUYED POWER LINE POLE, 10.8 M (35.4 FT) EAST FROM A GUY
 QQ0767'ANCHOR AND 10.8 M (35.4 FT) EAST FROM FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0768 ***********************************************************************
 QQ0768  DESIGNATION -  SD S
 QQ0768  PID         -  QQ0768
 QQ0768  STATE/COUNTY-  SD/DAY
 QQ0768  COUNTRY     -  US
 QQ0768  USGS QUAD   -  ANDOVER (2017)
 QQ0768
 QQ0768                         *CURRENT SURVEY CONTROL
 QQ0768  ______________________________________________________________________
 QQ0768* NAD 83(1996) POSITION- 45 24 55.60587(N) 097 55 09.84214(W)   ADJUSTED
 QQ0768* NAD 83(1996) ELLIP HT-   421.750 (meters)        (05/25/04)   ADJUSTED
 QQ0768* NAVD 88 ORTHO HEIGHT -   446.7   (meters)     1466.    (feet) VERTCON3
 QQ0768  ______________________________________________________________________
 QQ0768  GEOID HEIGHT    -        -24.861 (meters)                     GEOID18
 QQ0768  NAD 83(1996) X  -   -617,959.661 (meters)                     COMP
 QQ0768  NAD 83(1996) Y  - -4,442,345.868 (meters)                     COMP
 QQ0768  NAD 83(1996) Z  -  4,520,177.925 (meters)                     COMP
 QQ0768  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 QQ0768  HORZ ORDER      -  FIRST
 QQ0768  ELLP ORDER      -  FOURTH    CLASS II
 QQ0768
 QQ0768.The horizontal coordinates were established by GPS observations
 QQ0768.and adjusted by the National Geodetic Survey in May 2004.
 QQ0768
 QQ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0768
 QQ0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0768.GEOID18 height accuracy estimate available here.
 QQ0768
 QQ0768.Click photographs - Photos may exist for this station.
 QQ0768
 QQ0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0768
 QQ0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0768
 QQ0768.The ellipsoidal height was determined by GPS observations
 QQ0768.and is referenced to NAD 83.
 QQ0768
 QQ0768. The following values were computed from the NAD 83(1996) position.
 QQ0768
 QQ0768;                    North         East     Units Scale Factor Converg.
 QQ0768;SPC SD N     -   177,903.622   762,834.285   MT  0.99995930   +1 28 21.1
 QQ0768;SPC SD N     -   583,672.13  2,502,732.15   sFT  0.99995930   +1 28 21.1
 QQ0768;UTM  14      - 5,029,670.767   584,549.980   MT  0.99968789   +0 46 10.8
 QQ0768
 QQ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0768!SPC SD N     -   0.99993388  x   0.99995930  =   0.99989319
 QQ0768!UTM  14      -   0.99993388  x   0.99968789  =   0.99962179
 QQ0768
 QQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8454929670(NAD 83)
 QQ0768
 QQ0768                          SUPERSEDED SURVEY CONTROL
 QQ0768
 QQ0768  ELLIP H (03/16/99)  421.692  (m)                       GP(       ) 4 1
 QQ0768  NAD 83(1996)-  45 24 55.60994(N)    097 55 09.84200(W) AD(       ) 1
 QQ0768  ELLIP H (01/23/98)  421.677  (m)                       GP(       ) 4 1
 QQ0768  NAD 83(1986)-  45 24 55.60947(N)    097 55 09.83555(W) AD(       ) 1
 QQ0768  NGVD 29 (06/26/92)  446.4    (m)  GEOID90  model used  GPS OBS        
 QQ0768
 QQ0768.Superseded values are not recommended for survey control.
 QQ0768
 QQ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0768.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0768
 QQ0768_MARKER: DD = SURVEY DISK
 QQ0768_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QQ0768_SP_SET: BURIED IN GROUND
 QQ0768_STAMPING: SD-S 1983
 QQ0768_MARK LOGO: CTMAIN
 QQ0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0768+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0768
 QQ0768  HISTORY     - Date     Condition        Report By
 QQ0768  HISTORY     - 1983     MONUMENTED       CTMAIN
 QQ0768  HISTORY     - 19910927 GOOD             NGS
 QQ0768
 QQ0768                          STATION DESCRIPTION
 QQ0768
 QQ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QQ0768'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) NORTHWEST OF ANDOVER AND NEAR
 QQ0768'THE SOUTHWEST CORNER OF THE ANDOVER CEMETERY. OWNERSHIP--DAY COUNTY.
 QQ0768'TO REACH THE STATION FROM THE POST OFFICE IN THE CENTER OF ANDOVER, GO
 QQ0768'NORTH ON MAIN STREET FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF U.S.
 QQ0768'HIGHWAY 12.  TURN LEFT, WEST, ON HIGHWAY 12 FOR 1.3 KM (0.8 MI) TO A
 QQ0768'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON GRAVEL ROAD FOR
 QQ0768'ABOUT 137 M (449.5 FT) TO THE SOUTHWEST CORNER OF CEMETERY AND THE
 QQ0768'STATION.
 QQ0768'STATION IS 5.85 M (19.19 FT) SOUTHWEST FROM THE SOUTHWEST CORNER FENCE
 QQ0768'POST OF CEMETERY, 6.4 EAST FROM THE CENTER OF THE ASPHALT ROAD, 2.7 M
 QQ0768'(8.9 FT) SOUTH FROM THE EXTENDED LINE OF THE SOUTH EAST-WEST CEMETERY
 QQ0768'FENCE LINE AND RECESSED 7-CM BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0769 ***********************************************************************
 QQ0769  DESIGNATION -  SD T
 QQ0769  PID         -  QQ0769
 QQ0769  STATE/COUNTY-  SD/DAY
 QQ0769  COUNTRY     -  US
 QQ0769  USGS QUAD   -  LANGFORD SW (2017)
 QQ0769
 QQ0769                         *CURRENT SURVEY CONTROL
 QQ0769  ______________________________________________________________________
 QQ0769* NAD 83(1996) POSITION- 45 32 35.05219(N) 097 55 06.05786(W)   ADJUSTED
 QQ0769* NAD 83(1996) ELLIP HT-   382.582 (meters)        (05/25/04)   ADJUSTED
 QQ0769* NAVD 88 ORTHO HEIGHT -   407.6   (meters)     1337.    (feet) VERTCON3
 QQ0769  ______________________________________________________________________
 QQ0769  GEOID HEIGHT    -        -24.962 (meters)                     GEOID18
 QQ0769  NAD 83(1996) X  -   -616,481.056 (meters)                     COMP
 QQ0769  NAD 83(1996) Y  - -4,432,312.459 (meters)                     COMP
 QQ0769  NAD 83(1996) Z  -  4,530,096.176 (meters)                     COMP
 QQ0769  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 QQ0769  HORZ ORDER      -  FIRST
 QQ0769  ELLP ORDER      -  FOURTH    CLASS II
 QQ0769
 QQ0769.The horizontal coordinates were established by GPS observations
 QQ0769.and adjusted by the National Geodetic Survey in May 2004.
 QQ0769
 QQ0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0769
 QQ0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0769.GEOID18 height accuracy estimate available here.
 QQ0769
 QQ0769.Click photographs - Photos may exist for this station.
 QQ0769
 QQ0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0769
 QQ0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0769
 QQ0769.The ellipsoidal height was determined by GPS observations
 QQ0769.and is referenced to NAD 83.
 QQ0769
 QQ0769. The following values were computed from the NAD 83(1996) position.
 QQ0769
 QQ0769;                    North         East     Units Scale Factor Converg.
 QQ0769;SPC SD N     -   192,084.858   762,551.864   MT  0.99997595   +1 28 23.7
 QQ0769;SPC SD N     -   630,198.40  2,501,805.57   sFT  0.99997595   +1 28 23.7
 QQ0769;UTM  14      - 5,043,850.435   584,441.359   MT  0.99968766   +0 46 19.6
 QQ0769
 QQ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0769!SPC SD N     -   0.99994002  x   0.99997595  =   0.99991598
 QQ0769!UTM  14      -   0.99994002  x   0.99968766  =   0.99962770
 QQ0769
 QQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8444143850(NAD 83)
 QQ0769
 QQ0769                          SUPERSEDED SURVEY CONTROL
 QQ0769
 QQ0769  ELLIP H (03/16/99)  382.536  (m)                       GP(       ) 4 1
 QQ0769  NAD 83(1996)-  45 32 35.05547(N)    097 55 06.05781(W) AD(       ) 1
 QQ0769  ELLIP H (01/23/98)  382.516  (m)                       GP(       ) 4 1
 QQ0769  NAD 83(1986)-  45 32 35.05385(N)    097 55 06.05165(W) AD(       ) 1
 QQ0769  NGVD 29 (06/26/92)  407.3    (m)  GEOID90  model used  GPS OBS        
 QQ0769
 QQ0769.Superseded values are not recommended for survey control.
 QQ0769
 QQ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0769.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0769
 QQ0769_MARKER: DD = SURVEY DISK
 QQ0769_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QQ0769_SP_SET: BURIED IN GROUND
 QQ0769_STAMPING: SD-T 1983
 QQ0769_MARK LOGO: CTMAIN
 QQ0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0769+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0769
 QQ0769  HISTORY     - Date     Condition        Report By
 QQ0769  HISTORY     - 1983     MONUMENTED       CTMAIN
 QQ0769  HISTORY     - 19910927 GOOD             NGS
 QQ0769
 QQ0769                          STATION DESCRIPTION
 QQ0769
 QQ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QQ0769'STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTHWEST OF LANGFORD, 8.2 KM
 QQ0769'(5.1 MI) NORTHWEST OF PIERPONT, ON THE WEST SIDE OF COUNTY ROAD 39.
 QQ0769'OWNERSHIP--DAY COUNTY.
 QQ0769'TO REACH THE STATION FROM THE POST OFFICE NEAR THE CENTER OF PIERPONT,
 QQ0769'GO WEST ON MAIN STREET FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF STATE
 QQ0769'ROUTE 27.  TURN RIGHT, NORTH, ON STATE ROUTE 27 FOR 0.6 KM (0.4 MI)
 QQ0769'TO THE JUNCTION OF COUNTY ROAD 4.  TURN LEFT, WEST, ON COUNTY ROAD 4
 QQ0769'FOR 6.4 KM (4.0 MI) TO COUNTY ROAD 39 ON THE RIGHT. TURN RIGHT,
 QQ0769'NORTH, ON COUNTY ROAD 39 FOR 4.7 KM (2.9 MI) TO THE STATION ON THE
 QQ0769'RIGHT NEAR A NARROW BRIDGE ROAD SIGN.
 QQ0769'STATION IS 4.4 M (14.4 FT) WEST FROM THE CENTER OF THE ROAD, 5.8 M
 QQ0769'(19.0 FT) SOUTH FROM A NARROW BRIDGE SIGN POST, 9.6 M (31.5 FT) EAST
 QQ0769'FROM THE RIGHT-OF-WAY FENCE LINE, 9.4 M (30.8 FT) EAST FROM U.S.G.S
 QQ0769'BM 6WHV 1386, 9.4 M (30.8 FT) EAST FROM A FIBERGLASS WITNESS POST AND
 QQ0769'RECESSED 7-CM BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0770 ***********************************************************************
 QQ0770  DESIGNATION -  SD U
 QQ0770  PID         -  QQ0770
 QQ0770  STATE/COUNTY-  SD/MARSHALL
 QQ0770  COUNTRY     -  US
 QQ0770  USGS QUAD   -  AMHERST (2017)
 QQ0770
 QQ0770                         *CURRENT SURVEY CONTROL
 QQ0770  ______________________________________________________________________
 QQ0770* NAD 83(1996) POSITION- 45 41 15.51008(N) 097 55 01.29739(W)   ADJUSTED
 QQ0770* NAD 83(1996) ELLIP HT-   374.428 (meters)        (05/25/04)   ADJUSTED
 QQ0770* NAVD 88 ORTHO HEIGHT -   399.6   (meters)     1311.    (feet) VERTCON3
 QQ0770  ______________________________________________________________________
 QQ0770  GEOID HEIGHT    -        -25.131 (meters)                     GEOID18
 QQ0770  NAD 83(1996) X  -   -614,796.180 (meters)                     COMP
 QQ0770  NAD 83(1996) Y  - -4,420,946.484 (meters)                     COMP
 QQ0770  NAD 83(1996) Z  -  4,541,330.296 (meters)                     COMP
 QQ0770  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 QQ0770  HORZ ORDER      -  FIRST
 QQ0770  ELLP ORDER      -  FOURTH    CLASS II
 QQ0770
 QQ0770.The horizontal coordinates were established by GPS observations
 QQ0770.and adjusted by the National Geodetic Survey in May 2004.
 QQ0770
 QQ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0770
 QQ0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0770.GEOID18 height accuracy estimate available here.
 QQ0770
 QQ0770.Click photographs - Photos may exist for this station.
 QQ0770
 QQ0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0770
 QQ0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0770
 QQ0770.The ellipsoidal height was determined by GPS observations
 QQ0770.and is referenced to NAD 83.
 QQ0770
 QQ0770. The following values were computed from the NAD 83(1996) position.
 QQ0770
 QQ0770;                    North         East     Units Scale Factor Converg.
 QQ0770;SPC SD N     -   208,150.242   762,241.722   MT  1.00000083   +1 28 27.1
 QQ0770;SPC SD N     -   682,906.25  2,500,788.05   sFT  1.00000083   +1 28 27.1
 QQ0770;UTM  14      - 5,059,913.584   584,327.602   MT  0.99968743   +0 46 29.8
 QQ0770
 QQ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0770!SPC SD N     -   0.99994130  x   1.00000083  =   0.99994213
 QQ0770!UTM  14      -   0.99994130  x   0.99968743  =   0.99962875
 QQ0770
 QQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8432759913(NAD 83)
 QQ0770
 QQ0770                          SUPERSEDED SURVEY CONTROL
 QQ0770
 QQ0770  ELLIP H (03/16/99)  374.366  (m)                       GP(       ) 4 1
 QQ0770  NAD 83(1996)-  45 41 15.51180(N)    097 55 01.29728(W) AD(       ) 1
 QQ0770  ELLIP H (01/23/98)  374.400  (m)                       GP(       ) 4 1
 QQ0770  NAD 83(1986)-  45 41 15.50874(N)    097 55 01.29338(W) AD(       ) 1
 QQ0770  NGVD 29 (06/26/92)  399.3    (m)  GEOID90  model used  GPS OBS        
 QQ0770
 QQ0770.Superseded values are not recommended for survey control.
 QQ0770
 QQ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0770.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0770
 QQ0770_MARKER: DD = SURVEY DISK
 QQ0770_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QQ0770_SP_SET: BURIED IN GROUND
 QQ0770_STAMPING: SD-U 1983
 QQ0770_MARK LOGO: CTMAIN
 QQ0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0770+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0770
 QQ0770  HISTORY     - Date     Condition        Report By
 QQ0770  HISTORY     - 1983     MONUMENTED       CTMAIN
 QQ0770  HISTORY     - 19910927 GOOD             NGS
 QQ0770
 QQ0770                          STATION DESCRIPTION
 QQ0770
 QQ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QQ0770'STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) SOUTH OF AMHERST, 11.3 KM
 QQ0770'(7.0 MI) NORTHWEST LANGFORD, 7.4 KM (4.6 MI) EAST-NORTHEAST OF
 QQ0770'CLAREMONT, ON THE EAST SIDE OF COUNTY ROAD 11 AND ABOUT 183 M
 QQ0770'(600.4 FT) SOUTH OF THE EAST-WEST SECTION LINE ROAD.
 QQ0770'OWNERSHIP--MARSHALL COUNTY.
 QQ0770'TO REACH THE STATION FROM THE CROSSING OF THE BURLINGTON NORTHERN
 QQ0770'RAILROAD AND COUNTY ROAD 11, LOCATED ABOUT 0.4 KM (0.2 MI) EAST OF
 QQ0770'THE GRAIN ELEVATORS AT AMHERST, GO SOUTH ON COUNTY ROAD 11 FOR 5.5 KM
 QQ0770'(3.4 MI) TO THE STATION ON THE LEFT AT A FIELD ENTRANCE ROAD AND NEAR
 QQ0770'THE 4TH POWERLINE POLE SOUTH OF AN EAST-WEST SECTION LINE ROAD.
 QQ0770'STATION IS 16.0 M (52.5 FT) SOUTHWEST FROM A POWERLINE POLE, 4.0 M
 QQ0770'(13.1 FT) SOUTH FROM THE CENTER OF THE FIELD ENTRANCE ROAD, 5.8 M
 QQ0770'(19.0 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD, 8.8 M (28.9 FT)
 QQ0770'WEST FROM A FIBERGLASS WITNESS POST AND RECESSED 7-CM BELOW THE
 QQ0770'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0771 ***********************************************************************
 QQ0771  DESIGNATION -  SD V
 QQ0771  PID         -  QQ0771
 QQ0771  STATE/COUNTY-  SD/MARSHALL
 QQ0771  COUNTRY     -  US
 QQ0771  USGS QUAD   -  NEWARK SW (2017)
 QQ0771
 QQ0771                         *CURRENT SURVEY CONTROL
 QQ0771  ______________________________________________________________________
 QQ0771* NAD 83(1996) POSITION- 45 49 53.58444(N) 097 55 00.31065(W)   ADJUSTED
 QQ0771* NAD 83(1996) ELLIP HT-   379.845 (meters)        (05/25/04)   ADJUSTED
 QQ0771* NAVD 88 ORTHO HEIGHT -   405.2   (meters)     1329.    (feet) VERTCON3
 QQ0771  ______________________________________________________________________
 QQ0771  GEOID HEIGHT    -        -25.321 (meters)                     GEOID18
 QQ0771  NAD 83(1996) X  -   -613,197.140 (meters)                     COMP
 QQ0771  NAD 83(1996) Y  - -4,409,602.552 (meters)                     COMP
 QQ0771  NAD 83(1996) Z  -  4,552,494.116 (meters)                     COMP
 QQ0771  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 QQ0771  HORZ ORDER      -  FIRST
 QQ0771  ELLP ORDER      -  FOURTH    CLASS II
 QQ0771
 QQ0771.The horizontal coordinates were established by GPS observations
 QQ0771.and adjusted by the National Geodetic Survey in January 1998.
 QQ0771
 QQ0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0771
 QQ0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0771.GEOID18 height accuracy estimate available here.
 QQ0771
 QQ0771.Click photographs - Photos may exist for this station.
 QQ0771
 QQ0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0771
 QQ0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0771
 QQ0771.The ellipsoidal height was determined by GPS observations
 QQ0771.and is referenced to NAD 83.
 QQ0771
 QQ0771. The following values were computed from the NAD 83(1996) position.
 QQ0771
 QQ0771;                    North         East     Units Scale Factor Converg.
 QQ0771;SPC SD N     -   224,140.809   761,851.504   MT  1.00003198   +1 28 27.8
 QQ0771;SPC SD N     -   735,368.64  2,499,507.81   sFT  1.00003198   +1 28 27.8
 QQ0771;UTM  14      - 5,075,902.463   584,132.357   MT  0.99968702   +0 46 37.4
 QQ0771
 QQ0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0771!SPC SD N     -   0.99994045  x   1.00003198  =   0.99997243
 QQ0771!UTM  14      -   0.99994045  x   0.99968702  =   0.99962749
 QQ0771
 QQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8413275902(NAD 83)
 QQ0771
 QQ0771                          SUPERSEDED SURVEY CONTROL
 QQ0771
 QQ0771  ELLIP H (03/16/99)  379.850  (m)                       GP(       ) 4 1
 QQ0771  ELLIP H (01/23/98)  379.857  (m)                       GP(       ) 4 1
 QQ0771  NAD 83(1986)-  45 49 53.57984(N)    097 55 00.30948(W) AD(       ) 1
 QQ0771  NGVD 29 (06/26/92)  404.9    (m)  GEOID90  model used  GPS OBS        
 QQ0771
 QQ0771.Superseded values are not recommended for survey control.
 QQ0771
 QQ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0771.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0771
 QQ0771_MARKER: DD = SURVEY DISK
 QQ0771_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 QQ0771_SP_SET: BURIED IN GROUND
 QQ0771_STAMPING: SD-V 1983
 QQ0771_MARK LOGO: CTMAIN
 QQ0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0771+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 QQ0771
 QQ0771  HISTORY     - Date     Condition        Report By
 QQ0771  HISTORY     - 1983     MONUMENTED       CTMAIN
 QQ0771  HISTORY     - 19910927 GOOD             NGS
 QQ0771
 QQ0771                          STATION DESCRIPTION
 QQ0771
 QQ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QQ0771'STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) NORTH OF AMHERST, 13.7 KM
 QQ0771'(8.5 MI) WEST-NORTHWEST BRITTON, 4.5 KM (2.8 MI) NORTH OF STATE ROUTE
 QQ0771'10 AND ON THE EAST SIDE OF A TRACK DIRT ROAD. OWNERSHIP--MARSHALL
 QQ0771'COUNTY.
 QQ0771'TO REACH THE STATION FROM THE BURLINGTON NORTHERN RAILROAD CROSSING
 QQ0771'AND COUNTY ROAD 11, LOCATED ABOUT 0.4 KM (0.2 MI) EAST OF THE GRAIN
 QQ0771'ELEVATORS AT AMHURST, GO NORTH ON COUNTY ROAD 11 FOR 5.48 KM
 QQ0771'(3.41 MI) TO THE JUNCTION OF STATE ROUTE 10.  TURN RIGHT, EAST, ON
 QQ0771'STATE ROUTE 10 FOR 1.6 KM (1.0 MI) TO COUNTY ROAD 11 ON THE LEFT.
 QQ0771'TURN LEFT, NORTH, ON COUNTY ROAD 11 FOR 3.2 KM (2.0 MI) TO COUNTY
 QQ0771'ROAD 6 ON THE LEFT.  TURN LEFT, WEST, ON COUNTY ROAD 6 FOR 1.6 KM
 QQ0771'(1.0 MI) TO A TRACK DIRT ROAD ON THE RIGHT LEADING NORTH BETWEEN TWO
 QQ0771'NORTH-SOUTH FENCE LINES.  TURN RIGHT, NORTH, ON TRACK ROAD FOR 1.3 KM
 QQ0771'(0.8 MI) TO THE STATION ON THE RIGHT AT A FIELD ENTRANCE ROAD.
 QQ0771'STATION IS ABOUT 16.8 M (55.1 FT) SOUTH OF THE HIGHEST POINT OF THE
 QQ0771'TRACK ROAD, 2.7 M (8.9 FT) EAST FROM THE CENTER OF THE TRACK ROAD,
 QQ0771'1.2 M (3.9 FT) NORTH FROM THE CENTER OF THE FIELD ENTRANCE ROAD, 12.2
 QQ0771'M (40.0 FT) WEST FROM A NORTH-SOUTH FENCE LINE, 6.1 M (20.0 FT) EAST
 QQ0771'AND ACROSS THE TRACK ROAD FROM A FIBERGLASS WITNESS POST AND RECESSED
 QQ0771'7-CM BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DP6617 ***********************************************************************
 DP6617  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP6617  DESIGNATION -  SDABERDEEN CORS ARP
 DP6617  CORS_ID     -  SDAB
 DP6617  PID         -  DP6617
 DP6617  STATE/COUNTY-  SD/BROWN
 DP6617  COUNTRY     -  US
 DP6617  USGS QUAD   -  ABERDEEN EAST (2017)
 DP6617
 DP6617                         *CURRENT SURVEY CONTROL
 DP6617  ______________________________________________________________________
 DP6617* NAD 83(2011) POSITION- 45 27 29.47137(N) 098 24 48.99861(W)   ADJUSTED
 DP6617* NAD 83(2011) ELLIP HT-   381.530 (meters)        (04/??/25)   ADJUSTED
 DP6617* NAD 83(2011) EPOCH   -  2010.00
 DP6617  ______________________________________________________________________
 DP6617  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 DP6617  NAD 83(2011) X  -   -655,754.711 (meters)                     COMP
 DP6617  NAD 83(2011) Y  - -4,433,474.306 (meters)                     COMP
 DP6617  NAD 83(2011) Z  -  4,523,482.661 (meters)                     COMP
 DP6617
 DP6617  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6617  Standards:
 DP6617         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6617            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6617  -------------------------------------------------------------------
 DP6617  NETWORK    0.06   0.08           0.03   0.02   0.04     -0.54717700
 DP6617  -------------------------------------------------------------------
 DP6617
 DP6617.The coordinates were established by GPS observations
 DP6617.and adjusted by the National Geodetic Survey in April 2025.
 DP6617
 DP6617.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6617.been affixed to the stable North American Tectonic Plate. 
 DP6617
 DP6617.The coordinates are valid at the epoch date displayed above
 DP6617.which is a decimal equivalence of Year/Month/Day.
 DP6617
 DP6617.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP6617.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP6617.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP6617.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP6617.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP6617.published epoch of 2010.00.
 DP6617
 DP6617.Additional information on MYCS is available at:
 DP6617.https://geodesy.noaa.gov/CORS/index.shtml
 DP6617
 DP6617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6617.GEOID18 height accuracy estimate available here.
 DP6617
 DP6617.The PID for the CORS L1 Phase Center is DP6618.
 DP6617
 DP6617.Click photographs - Photos may exist for this station.
 DP6617
 DP6617.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP6617
 DP6617.The ellipsoidal height was determined by GPS observations
 DP6617.and is referenced to NAD 83.
 DP6617
 DP6617. The following values were computed from the NAD 83(2011) position.
 DP6617
 DP6617;                    North         East     Units Scale Factor Converg.
 DP6617;SPC SD N     -   181,776.703   724,068.487   MT  0.99996432   +1 07 21.9
 DP6617;SPC SD N     -   596,379.07  2,375,548.03   sFT  0.99996432   +1 07 21.9
 DP6617;UTM  14      - 5,034,018.378   545,846.604   MT  0.99962584   +0 25 04.6
 DP6617
 DP6617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6617!SPC SD N     -   0.99994019  x   0.99996432  =   0.99990451
 DP6617!UTM  14      -   0.99994019  x   0.99962584  =   0.99956605
 DP6617
 DP6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4584634018(NAD 83)
 DP6617
 DP6617                          SUPERSEDED SURVEY CONTROL
 DP6617
 DP6617  NAD 83(2011)-  45 27 29.47154(N)    098 24 48.99866(W) AD(2010.00) c
 DP6617  ELLIP H (07/??/23)  381.478  (m)                       GP(2010.00) c c
 DP6617  NAD 83(2011)-  45 27 29.47146(N)    098 24 48.99867(W) AD(2010.00) c
 DP6617  ELLIP H (06/??/19)  381.503  (m)                       GP(2010.00) c c
 DP6617  NAD 83(2011)-  45 27 29.47179(N)    098 24 48.99872(W) AD(2010.00) c
 DP6617  ELLIP H (03/??/15)  381.481  (m)                       GP(2010.00) c c
 DP6617
 DP6617.Superseded values are not recommended for survey control.
 DP6617
 DP6617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6617.See file dsdata.pdf to determine how the superseded data were derived.
 DP6617
 DP6617_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP6617
 DP6617                          STATION DESCRIPTION
 DP6617
 DP6617'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP6617'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP6617'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP6617'AND LOG FILES ACCESSIBLE AT:
 DP6617'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DP6619 ***********************************************************************
 DP6619  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP6619  DESIGNATION -  SDHURON CORS ARP
 DP6619  CORS_ID     -  SDHU
 DP6619  PID         -  DP6619
 DP6619  STATE/COUNTY-  SD/BEADLE
 DP6619  COUNTRY     -  US
 DP6619  USGS QUAD   -  HURON (2017)
 DP6619
 DP6619                         *CURRENT SURVEY CONTROL
 DP6619  ______________________________________________________________________
 DP6619* NAD 83(2011) POSITION- 44 22 29.10265(N) 098 14 35.36820(W)   ADJUSTED
 DP6619* NAD 83(2011) ELLIP HT-   378.889 (meters)        (04/??/25)   ADJUSTED
 DP6619* NAD 83(2011) EPOCH   -  2010.00
 DP6619  ______________________________________________________________________
 DP6619  GEOID HEIGHT    -        -25.011 (meters)                     GEOID18
 DP6619  NAD 83(2011) X  -   -654,751.391 (meters)                     COMP
 DP6619  NAD 83(2011) Y  - -4,519,542.287 (meters)                     COMP
 DP6619  NAD 83(2011) Z  -  4,438,215.636 (meters)                     COMP
 DP6619
 DP6619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6619  Standards:
 DP6619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6619  -------------------------------------------------------------------
 DP6619  NETWORK    0.11   0.14           0.05   0.04   0.07     -0.44328200
 DP6619  -------------------------------------------------------------------
 DP6619
 DP6619.The coordinates were established by GPS observations
 DP6619.and adjusted by the National Geodetic Survey in April 2025.
 DP6619
 DP6619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6619.been affixed to the stable North American Tectonic Plate. 
 DP6619
 DP6619.The coordinates are valid at the epoch date displayed above
 DP6619.which is a decimal equivalence of Year/Month/Day.
 DP6619
 DP6619.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP6619.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP6619.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP6619.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP6619.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP6619.published epoch of 2010.00.
 DP6619
 DP6619.Additional information on MYCS is available at:
 DP6619.https://geodesy.noaa.gov/CORS/index.shtml
 DP6619
 DP6619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6619.GEOID18 height accuracy estimate available here.
 DP6619
 DP6619.The PID for the CORS L1 Phase Center is DP6620.
 DP6619
 DP6619.Click photographs - Photos may exist for this station.
 DP6619
 DP6619.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP6619
 DP6619.The ellipsoidal height was determined by GPS observations
 DP6619.and is referenced to NAD 83.
 DP6619
 DP6619. The following values were computed from the NAD 83(2011) position.
 DP6619
 DP6619;                    North         East     Units Scale Factor Converg.
 DP6619;SPC SD N     -    61,683.152   740,009.844   MT  1.00000829   +1 14 36.2
 DP6619;SPC SD N     -   202,372.14  2,427,848.96   sFT  1.00000829   +1 14 36.2
 DP6619;UTM  14      - 4,913,775.464   560,295.955   MT  0.99964471   +0 31 45.5
 DP6619
 DP6619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6619!SPC SD N     -   0.99994059  x   1.00000829  =   0.99994888
 DP6619!UTM  14      -   0.99994059  x   0.99964471  =   0.99958533
 DP6619
 DP6619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6029513775(NAD 83)
 DP6619
 DP6619                          SUPERSEDED SURVEY CONTROL
 DP6619
 DP6619  NAD 83(2011)-  44 22 29.10284(N)    098 14 35.36882(W) AD(2010.00) c
 DP6619  ELLIP H (06/??/19)  378.885  (m)                       GP(2010.00) c c
 DP6619  NAD 83(2011)-  44 22 29.10297(N)    098 14 35.36811(W) AD(2010.00) c
 DP6619  ELLIP H (03/??/15)  378.850  (m)                       GP(2010.00) c c
 DP6619
 DP6619.Superseded values are not recommended for survey control.
 DP6619
 DP6619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6619.See file dsdata.pdf to determine how the superseded data were derived.
 DP6619
 DP6619_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP6619
 DP6619                          STATION DESCRIPTION
 DP6619
 DP6619'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP6619'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP6619'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP6619'AND LOG FILES ACCESSIBLE AT:
 DP6619'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DR3531 ***********************************************************************
 DR3531  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR3531  DESIGNATION -  SDM2 MCLAUGHLIN CORS ARP
 DR3531  CORS_ID     -  SDM2
 DR3531  PID         -  DR3531
 DR3531  STATE/COUNTY-  SD/CORSON
 DR3531  COUNTRY     -  US
 DR3531  USGS QUAD   -  MCLAUGHLIN (2017)
 DR3531
 DR3531                         *CURRENT SURVEY CONTROL
 DR3531  ______________________________________________________________________
 DR3531* NAD 83(2011) POSITION- 45 48 37.55418(N) 100 48 42.84631(W)   ADJUSTED
 DR3531* NAD 83(2011) ELLIP HT-   595.777 (meters)        (04/??/25)   ADJUSTED
 DR3531* NAD 83(2011) EPOCH   -  2010.00
 DR3531  ______________________________________________________________________
 DR3531  GEOID HEIGHT    -        -21.133 (meters)                     GEOID18
 DR3531  NAD 83(2011) X  -   -835,480.401 (meters)                     COMP
 DR3531  NAD 83(2011) Y  - -4,374,804.228 (meters)                     COMP
 DR3531  NAD 83(2011) Z  -  4,551,012.949 (meters)                     COMP
 DR3531
 DR3531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3531  Standards:
 DR3531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3531  -------------------------------------------------------------------
 DR3531  NETWORK    0.02   0.04           0.01   0.01   0.02     -0.34655900
 DR3531  -------------------------------------------------------------------
 DR3531
 DR3531.The coordinates were established by GPS observations
 DR3531.and adjusted by the National Geodetic Survey in April 2025.
 DR3531
 DR3531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3531.been affixed to the stable North American Tectonic Plate. 
 DR3531
 DR3531.The coordinates are valid at the epoch date displayed above
 DR3531.which is a decimal equivalence of Year/Month/Day.
 DR3531
 DR3531.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR3531.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR3531.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR3531.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR3531.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR3531.published epoch of 2010.00.
 DR3531
 DR3531.Additional information on MYCS is available at:
 DR3531.https://geodesy.noaa.gov/CORS/index.shtml
 DR3531
 DR3531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3531.GEOID18 height accuracy estimate available here.
 DR3531
 DR3531.The PID for the CORS L1 Phase Center is DR3532.
 DR3531
 DR3531.Click photographs - Photos may exist for this station.
 DR3531
 DR3531.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR3531
 DR3531.The ellipsoidal height was determined by GPS observations
 DR3531.and is referenced to NAD 83.
 DR3531
 DR3531. The following values were computed from the NAD 83(2011) position.
 DR3531
 DR3531;                    North         East     Units Scale Factor Converg.
 DR3531;SPC SD N     -   220,027.226   536,892.331   MT  1.00002701   -0 34 28.6
 DR3531;SPC SD N     -   721,872.66  1,761,454.26   sFT  1.00002701   -0 34 28.6
 DR3531;UTM  14      - 5,074,581.859   359,222.530   MT  0.99984365   -1 17 57.9
 DR3531
 DR3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3531!SPC SD N     -   0.99990661  x   1.00002701  =   0.99993362
 DR3531!UTM  14      -   0.99990661  x   0.99984365  =   0.99975027
 DR3531
 DR3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5922274581(NAD 83)
 DR3531
 DR3531                          SUPERSEDED SURVEY CONTROL
 DR3531
 DR3531  NAD 83(2011)-  45 48 37.55418(N)    100 48 42.84639(W) AD(2010.00) c
 DR3531  ELLIP H (12/??/19)  595.747  (m)                       GP(2010.00) c c
 DR3531
 DR3531.Superseded values are not recommended for survey control.
 DR3531
 DR3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR3531.See file dsdata.pdf to determine how the superseded data were derived.
 DR3531
 DR3531_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR3531
 DR3531                          STATION DESCRIPTION
 DR3531
 DR3531'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR3531'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR3531'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR3531'AND LOG FILES ACCESSIBLE AT:
 DR3531'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DQ4474 ***********************************************************************
 DQ4474  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ4474  DESIGNATION -  SDMCLAUGHLIN CORS ARP
 DQ4474  CORS_ID     -  SDMN
 DQ4474  PID         -  DQ4474
 DQ4474  STATE/COUNTY-  SD/CORSON
 DQ4474  COUNTRY     -  US
 DQ4474  USGS QUAD   -  MCLAUGHLIN (2017)
 DQ4474
 DQ4474                         *CURRENT SURVEY CONTROL
 DQ4474  ______________________________________________________________________
 DQ4474* NAD 83(2011) POSITION- 45 48 37.55446(N) 100 48 42.87406(W)   ADJUSTED
 DQ4474* NAD 83(2011) ELLIP HT-   595.870 (meters)        (04/??/25)   ADJUSTED
 DQ4474* NAD 83(2011) EPOCH   -  2010.00
 DQ4474  ______________________________________________________________________
 DQ4474  GEOID HEIGHT    -        -21.133 (meters)                     GEOID18
 DQ4474  NAD 83(2011) X  -   -835,481.000 (meters)                     COMP
 DQ4474  NAD 83(2011) Y  - -4,374,804.173 (meters)                     COMP
 DQ4474  NAD 83(2011) Z  -  4,551,013.022 (meters)                     COMP
 DQ4474
 DQ4474  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4474  Standards:
 DQ4474         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4474            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4474  -------------------------------------------------------------------
 DQ4474  NETWORK    0.04   0.07           0.02   0.01   0.04     -0.36286600
 DQ4474  -------------------------------------------------------------------
 DQ4474
 DQ4474.The coordinates were established by GPS observations
 DQ4474.and adjusted by the National Geodetic Survey in April 2025.
 DQ4474
 DQ4474.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4474.been affixed to the stable North American Tectonic Plate. 
 DQ4474
 DQ4474.The coordinates are valid at the epoch date displayed above
 DQ4474.which is a decimal equivalence of Year/Month/Day.
 DQ4474
 DQ4474.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ4474.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ4474.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ4474.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ4474.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ4474.published epoch of 2010.00.
 DQ4474
 DQ4474.Additional information on MYCS is available at:
 DQ4474.https://geodesy.noaa.gov/CORS/index.shtml
 DQ4474
 DQ4474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4474.GEOID18 height accuracy estimate available here.
 DQ4474
 DQ4474.The PID for the CORS L1 Phase Center is DQ4475.
 DQ4474
 DQ4474.Click photographs - Photos may exist for this station.
 DQ4474
 DQ4474.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ4474
 DQ4474.The ellipsoidal height was determined by GPS observations
 DQ4474.and is referenced to NAD 83.
 DQ4474
 DQ4474. The following values were computed from the NAD 83(2011) position.
 DQ4474
 DQ4474;                    North         East     Units Scale Factor Converg.
 DQ4474;SPC SD N     -   220,027.240   536,891.732   MT  1.00002701   -0 34 28.6
 DQ4474;SPC SD N     -   721,872.70  1,761,452.29   sFT  1.00002701   -0 34 28.6
 DQ4474;UTM  14      - 5,074,581.881   359,221.931   MT  0.99984365   -1 17 57.9
 DQ4474
 DQ4474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4474!SPC SD N     -   0.99990659  x   1.00002701  =   0.99993360
 DQ4474!UTM  14      -   0.99990659  x   0.99984365  =   0.99975026
 DQ4474
 DQ4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5922174581(NAD 83)
 DQ4474
 DQ4474                          SUPERSEDED SURVEY CONTROL
 DQ4474
 DQ4474  NAD 83(2011)-  45 48 37.55448(N)    100 48 42.87410(W) AD(2010.00) c
 DQ4474  ELLIP H (06/??/19)  595.848  (m)                       GP(2010.00) c c
 DQ4474  NAD 83(2011)-  45 48 37.55469(N)    100 48 42.87399(W) AD(2010.00) c
 DQ4474  ELLIP H (01/??/17)  595.846  (m)                       GP(2010.00) c c
 DQ4474
 DQ4474.Superseded values are not recommended for survey control.
 DQ4474
 DQ4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4474.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4474
 DQ4474_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ4474
 DQ4474                          STATION DESCRIPTION
 DQ4474
 DQ4474'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ4474'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ4474'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ4474'AND LOG FILES ACCESSIBLE AT:
 DQ4474'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DP9063 ***********************************************************************
 DP9063  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP9063  DESIGNATION -  SDPIERRE CORS ARP
 DP9063  CORS_ID     -  SDPI
 DP9063  PID         -  DP9063
 DP9063  STATE/COUNTY-  SD/HUGHES
 DP9063  COUNTRY     -  US
 DP9063  USGS QUAD   -  PIERRE NE (2017)
 DP9063
 DP9063                         *CURRENT SURVEY CONTROL
 DP9063  ______________________________________________________________________
 DP9063* NAD 83(2011) POSITION- 44 24 00.06309(N) 100 17 41.89996(W)   ADJUSTED
 DP9063* NAD 83(2011) ELLIP HT-   526.078 (meters)        (04/??/25)   ADJUSTED
 DP9063* NAD 83(2011) EPOCH   -  2010.00
 DP9063  ______________________________________________________________________
 DP9063  GEOID HEIGHT    -        -23.375 (meters)                     GEOID18
 DP9063  NAD 83(2011) X  -   -815,813.745 (meters)                     COMP
 DP9063  NAD 83(2011) Y  - -4,491,373.392 (meters)                     COMP
 DP9063  NAD 83(2011) Z  -  4,440,325.154 (meters)                     COMP
 DP9063
 DP9063  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9063  Standards:
 DP9063         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9063            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9063  -------------------------------------------------------------------
 DP9063  NETWORK    0.12   0.24           0.05   0.05   0.12     -0.26731200
 DP9063  -------------------------------------------------------------------
 DP9063
 DP9063.The coordinates were established by GPS observations
 DP9063.and adjusted by the National Geodetic Survey in April 2025.
 DP9063
 DP9063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9063.been affixed to the stable North American Tectonic Plate. 
 DP9063
 DP9063.The coordinates are valid at the epoch date displayed above
 DP9063.which is a decimal equivalence of Year/Month/Day.
 DP9063
 DP9063.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP9063.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP9063.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP9063.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP9063.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP9063.published epoch of 2010.00.
 DP9063
 DP9063.Additional information on MYCS is available at:
 DP9063.https://geodesy.noaa.gov/CORS/index.shtml
 DP9063
 DP9063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9063.GEOID18 height accuracy estimate available here.
 DP9063
 DP9063.The PID for the CORS L1 Phase Center is DP9064.
 DP9063
 DP9063.Click photographs - Photos may exist for this station.
 DP9063
 DP9063.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP9063
 DP9063.The ellipsoidal height was determined by GPS observations
 DP9063.and is referenced to NAD 83.
 DP9063
 DP9063. The following values were computed from the NAD 83(2011) position.
 DP9063
 DP9063;                    North         East     Units Scale Factor Converg.
 DP9063;SPC SD S     -   229,602.268   603,056.052   MT  1.00000000   +0 01 35.3
 DP9063;SPC SD S     -   753,286.77  1,978,526.40   sFT  1.00000000   +0 01 35.3
 DP9063;UTM  14      - 4,917,118.907   396,876.648   MT  0.99973078   -0 54 22.0
 DP9063
 DP9063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9063!SPC SD S     -   0.99991752  x   1.00000000  =   0.99991752
 DP9063!UTM  14      -   0.99991752  x   0.99973078  =   0.99964832
 DP9063
 DP9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9687617118(NAD 83)
 DP9063
 DP9063                          SUPERSEDED SURVEY CONTROL
 DP9063
 DP9063  NAD 83(2011)-  44 24 00.06315(N)    100 17 41.89958(W) AD(2010.00) c
 DP9063  ELLIP H (06/??/19)  526.056  (m)                       GP(2010.00) c c
 DP9063  NAD 83(2011)-  44 24 00.06331(N)    100 17 41.89953(W) AD(2010.00) c
 DP9063  ELLIP H (09/??/15)  526.052  (m)                       GP(2010.00) c c
 DP9063
 DP9063.Superseded values are not recommended for survey control.
 DP9063
 DP9063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9063.See file dsdata.pdf to determine how the superseded data were derived.
 DP9063
 DP9063_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP9063
 DP9063                          STATION DESCRIPTION
 DP9063
 DP9063'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP9063'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP9063'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP9063'AND LOG FILES ACCESSIBLE AT:
 DP9063'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DQ4725 ***********************************************************************
 DQ4725  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ4725  DESIGNATION -  SDPLATTE CORS ARP
 DQ4725  CORS_ID     -  SDPL
 DQ4725  PID         -  DQ4725
 DQ4725  STATE/COUNTY-  SD/CHARLES MIX
 DQ4725  COUNTRY     -  US
 DQ4725  USGS QUAD   -  PLATTE (2017)
 DQ4725
 DQ4725                         *CURRENT SURVEY CONTROL
 DQ4725  ______________________________________________________________________
 DQ4725* NAD 83(2011) POSITION- 43 23 11.23226(N) 098 50 22.17813(W)   ADJUSTED
 DQ4725* NAD 83(2011) ELLIP HT-   475.594 (meters)        (04/??/25)   ADJUSTED
 DQ4725* NAD 83(2011) EPOCH   -  2010.00
 DQ4725  ______________________________________________________________________
 DQ4725  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 DQ4725  NAD 83(2011) X  -   -713,462.381 (meters)                     COMP
 DQ4725  NAD 83(2011) Y  - -4,587,767.315 (meters)                     COMP
 DQ4725  NAD 83(2011) Z  -  4,359,129.129 (meters)                     COMP
 DQ4725
 DQ4725  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4725  Standards:
 DQ4725         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4725            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4725  -------------------------------------------------------------------
 DQ4725  NETWORK    0.14   0.20           0.07   0.04   0.10     -0.50363600
 DQ4725  -------------------------------------------------------------------
 DQ4725
 DQ4725.The coordinates were established by GPS observations
 DQ4725.and adjusted by the National Geodetic Survey in April 2025.
 DQ4725
 DQ4725.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4725.been affixed to the stable North American Tectonic Plate. 
 DQ4725
 DQ4725.The coordinates are valid at the epoch date displayed above
 DQ4725.which is a decimal equivalence of Year/Month/Day.
 DQ4725
 DQ4725.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ4725.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ4725.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ4725.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ4725.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ4725.published epoch of 2010.00.
 DQ4725
 DQ4725.Additional information on MYCS is available at:
 DQ4725.https://geodesy.noaa.gov/CORS/index.shtml
 DQ4725
 DQ4725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4725.GEOID18 height accuracy estimate available here.
 DQ4725
 DQ4725.The PID for the CORS L1 Phase Center is DQ4726.
 DQ4725
 DQ4725.Click photographs - Photos may exist for this station.
 DQ4725
 DQ4725.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ4725
 DQ4725.The ellipsoidal height was determined by GPS observations
 DQ4725.and is referenced to NAD 83.
 DQ4725
 DQ4725. The following values were computed from the NAD 83(2011) position.
 DQ4725
 DQ4725;                    North         East     Units Scale Factor Converg.
 DQ4725;SPC SD S     -   118,080.440   721,026.127   MT  0.99991502   +1 01 49.9
 DQ4725;SPC SD S     -   387,402.24  2,365,566.55   sFT  0.99991502   +1 01 49.9
 DQ4725;UTM  14      - 4,803,743.752   513,000.298   MT  0.99960208   +0 06 36.9
 DQ4725
 DQ4725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4725!SPC SD S     -   0.99992542  x   0.99991502  =   0.99984045
 DQ4725!UTM  14      -   0.99992542  x   0.99960208  =   0.99952753
 DQ4725
 DQ4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1300003743(NAD 83)
 DQ4725
 DQ4725                          SUPERSEDED SURVEY CONTROL
 DQ4725
 DQ4725  NAD 83(2011)-  43 23 11.23229(N)    098 50 22.17815(W) AD(2010.00) c
 DQ4725  ELLIP H (08/??/19)  475.558  (m)                       GP(2010.00) c c
 DQ4725  NAD 83(2011)-  43 23 11.23253(N)    098 50 22.17803(W) AD(2010.00) c
 DQ4725  ELLIP H (03/??/17)  475.566  (m)                       GP(2010.00) c c
 DQ4725
 DQ4725.Superseded values are not recommended for survey control.
 DQ4725
 DQ4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4725.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4725
 DQ4725_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ4725
 DQ4725                          STATION DESCRIPTION
 DQ4725
 DQ4725'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ4725'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ4725'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ4725'AND LOG FILES ACCESSIBLE AT:
 DQ4725'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DP6621 ***********************************************************************
 DP6621  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP6621  DESIGNATION -  SDWEBSTER CORS ARP
 DP6621  CORS_ID     -  SDWE
 DP6621  PID         -  DP6621
 DP6621  STATE/COUNTY-  SD/DAY
 DP6621  COUNTRY     -  US
 DP6621  USGS QUAD   -  WEBSTER (2018)
 DP6621
 DP6621                         *CURRENT SURVEY CONTROL
 DP6621  ______________________________________________________________________
 DP6621* NAD 83(2011) POSITION- 45 21 16.15941(N) 097 31 09.81570(W)   ADJUSTED
 DP6621* NAD 83(2011) ELLIP HT-   539.637 (meters)        (04/??/25)   ADJUSTED
 DP6621* NAD 83(2011) EPOCH   -  2010.00
 DP6621  ______________________________________________________________________
 DP6621  GEOID HEIGHT    -        -24.994 (meters)                     GEOID18
 DP6621  NAD 83(2011) X  -   -587,572.830 (meters)                     COMP
 DP6621  NAD 83(2011) Y  - -4,451,415.354 (meters)                     COMP
 DP6621  NAD 83(2011) Z  -  4,515,503.302 (meters)                     COMP
 DP6621
 DP6621  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6621  Standards:
 DP6621         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6621            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6621  -------------------------------------------------------------------
 DP6621  NETWORK    0.09   0.12           0.04   0.02   0.06     -0.51292900
 DP6621  -------------------------------------------------------------------
 DP6621
 DP6621.The coordinates were established by GPS observations
 DP6621.and adjusted by the National Geodetic Survey in April 2025.
 DP6621
 DP6621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6621.been affixed to the stable North American Tectonic Plate. 
 DP6621
 DP6621.The coordinates are valid at the epoch date displayed above
 DP6621.which is a decimal equivalence of Year/Month/Day.
 DP6621
 DP6621.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP6621.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP6621.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP6621.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP6621.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP6621.published epoch of 2010.00.
 DP6621
 DP6621.Additional information on MYCS is available at:
 DP6621.https://geodesy.noaa.gov/CORS/index.shtml
 DP6621
 DP6621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6621.GEOID18 height accuracy estimate available here.
 DP6621
 DP6621.The PID for the CORS L1 Phase Center is DP6622.
 DP6621
 DP6621.Click photographs - Photos may exist for this station.
 DP6621
 DP6621.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP6621
 DP6621.The ellipsoidal height was determined by GPS observations
 DP6621.and is referenced to NAD 83.
 DP6621
 DP6621. The following values were computed from the NAD 83(2011) position.
 DP6621
 DP6621;                    North         East     Units Scale Factor Converg.
 DP6621;SPC SD N     -   172,014.233   794,338.662   MT  0.99995310   +1 45 20.2
 DP6621;SPC SD N     -   564,350.03  2,606,092.76   sFT  0.99995310   +1 45 20.2
 DP6621;UTM  14      - 5,023,397.049   615,972.513   MT  0.99976537   +1 03 12.7
 DP6621
 DP6621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6621!SPC SD N     -   0.99991540  x   0.99995310  =   0.99986851
 DP6621!UTM  14      -   0.99991540  x   0.99976537  =   0.99968079
 DP6621
 DP6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1597223397(NAD 83)
 DP6621
 DP6621                          SUPERSEDED SURVEY CONTROL
 DP6621
 DP6621  NAD 83(2011)-  45 21 16.15940(N)    097 31 09.81567(W) AD(2010.00) c
 DP6621  ELLIP H (06/??/19)  539.626  (m)                       GP(2010.00) c c
 DP6621  NAD 83(2011)-  45 21 16.15963(N)    097 31 09.81558(W) AD(2010.00) c
 DP6621  ELLIP H (03/??/15)  539.622  (m)                       GP(2010.00) c c
 DP6621
 DP6621.Superseded values are not recommended for survey control.
 DP6621
 DP6621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6621.See file dsdata.pdf to determine how the superseded data were derived.
 DP6621
 DP6621_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP6621
 DP6621                          STATION DESCRIPTION
 DP6621
 DP6621'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP6621'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP6621'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP6621'AND LOG FILES ACCESSIBLE AT:
 DP6621'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0387 ***********************************************************************
 PR0387  DESIGNATION -  SECTION CORNER 1
 PR0387  PID         -  PR0387
 PR0387  STATE/COUNTY-  SD/HAMLIN
 PR0387  COUNTRY     -  US
 PR0387  USGS QUAD   -  BRYANT (2017)
 PR0387
 PR0387                         *CURRENT SURVEY CONTROL
 PR0387  ______________________________________________________________________
 PR0387* NAD 83(1986) POSITION- 44 36 06.     (N) 097 28 17.     (W)   SCALED
 PR0387* NAVD 88 ORTHO HEIGHT -   562.663 (meters)     1846.00  (feet) POSTED
 PR0387  ______________________________________________________________________
 PR0387  GEOID HEIGHT    -        -24.743 (meters)                     GEOID18
 PR0387  DYNAMIC HEIGHT  -        562.57  (meters)     1845.7   (feet) COMP
 PR0387  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 PR0387
 PR0387  VERT ORDER      -  * POSTED, SEE BELOW
 PR0387
 PR0387.The horizontal coordinates were scaled from a map and have
 PR0387.an estimated accuracy of +/- 6 seconds.
 PR0387
 PR0387.The orthometric height was determined by differential leveling
 PR0387.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PR0387
 PR0387.* This is a POSTED BENCH MARK height.
 PR0387
 PR0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0387.GEOID18 height accuracy estimate available here.
 PR0387
 PR0387.Click photographs - Photos may exist for this station.
 PR0387
 PR0387.The dynamic height is computed by dividing the NAVD 88
 PR0387.geopotential number by the normal gravity value computed on the
 PR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0387.degrees latitude (g = 980.6199 gals.).
 PR0387
 PR0387.The modeled gravity was interpolated from observed gravity values.
 PR0387
 PR0387;                    North         East    Units  Estimated Accuracy
 PR0387;SPC SD N     -    88,510.      800,710.      MT  (+/- 180 meters Scaled)
 PR0387
 PR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ213398(NAD 83)
 PR0387
 PR0387                          SUPERSEDED SURVEY CONTROL
 PR0387
 PR0387  NGVD 29 (??/??/92)  562.382  (m)         1845.08   (f) ADJ UNCH    1 2
 PR0387
 PR0387.Superseded values are not recommended for survey control.
 PR0387
 PR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0387.See file dsdata.pdf to determine how the superseded data were derived.
 PR0387
 PR0387_MARKER: Q = CHISELED SQUARE
 PR0387_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0387
 PR0387  HISTORY     - Date     Condition        Report By
 PR0387  HISTORY     - UNK      MONUMENTED       CGS
 PR0387  HISTORY     - 1905     GOOD             CGS
 PR0387  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0387
 PR0387                          STATION DESCRIPTION
 PR0387
 PR0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 PR0387'0.8 MI N FROM BRYANT.
 PR0387'0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0387'RAILROAD FROM THE STATION AT BRYANT, HAMLIN COUNTY, AT THE CENTER
 PR0387'OF A ROAD INTERSECTION BETWEEN SECTIONS 7, 8, 17 AND 18, T 113 N,
 PR0387'R 55 W, AND ABOUT 16 INCHES BELOW THE SURFACE OF THE GROUND.
 PR0387'A RAISED SMOOTH SQUARE IN THE CENTER OF A PINK JASPER POST.
 PR0387
 PR0387                          STATION RECOVERY (1973)
 PR0387
 PR0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0390 ***********************************************************************
 PR0390  DESIGNATION -  SECTION CORNER 2
 PR0390  PID         -  PR0390
 PR0390  STATE/COUNTY-  SD/HAMLIN
 PR0390  COUNTRY     -  US
 PR0390  USGS QUAD   -  BRYANT (2017)
 PR0390
 PR0390                         *CURRENT SURVEY CONTROL
 PR0390  ______________________________________________________________________
 PR0390* NAD 83(1986) POSITION- 44 33 30.     (N) 097 28 18.     (W)   SCALED
 PR0390* NAVD 88 ORTHO HEIGHT -   546.942 (meters)     1794.43  (feet) ADJUSTED
 PR0390  ______________________________________________________________________
 PR0390  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 PR0390  DYNAMIC HEIGHT  -        546.846 (meters)     1794.11  (feet) COMP
 PR0390  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 PR0390
 PR0390  VERT ORDER      -  FIRST     CLASS II
 PR0390
 PR0390.The horizontal coordinates were scaled from a map and have
 PR0390.an estimated accuracy of +/- 6 seconds.
 PR0390
 PR0390.The orthometric height was determined by differential leveling and
 PR0390.adjusted by the NATIONAL GEODETIC SURVEY
 PR0390.in June 1991.
 PR0390
 PR0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0390.GEOID18 height accuracy estimate available here.
 PR0390
 PR0390.Click photographs - Photos may exist for this station.
 PR0390
 PR0390.The dynamic height is computed by dividing the NAVD 88
 PR0390.geopotential number by the normal gravity value computed on the
 PR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0390.degrees latitude (g = 980.6199 gals.).
 PR0390
 PR0390.The modeled gravity was interpolated from observed gravity values.
 PR0390
 PR0390;                    North         East    Units  Estimated Accuracy
 PR0390;SPC SD N     -    83,700.      800,840.      MT  (+/- 180 meters Scaled)
 PR0390
 PR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ213350(NAD 83)
 PR0390
 PR0390                          SUPERSEDED SURVEY CONTROL
 PR0390
 PR0390  NGVD 29 (??/??/92)  546.667  (m)         1793.52   (f) ADJ UNCH    1 2
 PR0390
 PR0390.Superseded values are not recommended for survey control.
 PR0390
 PR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0390.See file dsdata.pdf to determine how the superseded data were derived.
 PR0390
 PR0390_MARKER: H = DRILL HOLE
 PR0390_STAMPING: STONE POST
 PR0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0390
 PR0390  HISTORY     - Date     Condition        Report By
 PR0390  HISTORY     - UNK      MONUMENTED       CGS
 PR0390  HISTORY     - 1905     GOOD             CGS
 PR0390  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0390
 PR0390                          STATION DESCRIPTION
 PR0390
 PR0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1905
 PR0390'2.3 MI S FROM BRYANT.
 PR0390'2.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0390'PACIFIC RAILROAD FROM THE STATION AT BRYANT, HAMLIN COUNTY, AT
 PR0390'THE CENTER OF A ROAD INTERSECTION BETWEEN SECTIONS 29, 30, 31 AND
 PR0390'32, T 113 N, R 55 W, AND ABOUT 7 INCHES BELOW THE SURFACE OF THE
 PR0390'GROUND.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS
 PR0390'USBM AND SET IN THE CENTER OF THE TOP OF A PINK JASPER POST.
 PR0390
 PR0390                          STATION RECOVERY (1973)
 PR0390
 PR0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0470 ***********************************************************************
 PR0470  DESIGNATION -  SECTION CORNER 3
 PR0470  PID         -  PR0470
 PR0470  STATE/COUNTY-  SD/KINGSBURY
 PR0470  COUNTRY     -  US
 PR0470  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0470
 PR0470                         *CURRENT SURVEY CONTROL
 PR0470  ______________________________________________________________________
 PR0470* NAD 83(1986) POSITION- 44 18 36.     (N) 097 22 15.     (W)   SCALED
 PR0470* NAVD 88 ORTHO HEIGHT -   522.366 (meters)     1713.80  (feet) ADJUSTED
 PR0470  ______________________________________________________________________
 PR0470  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 PR0470  DYNAMIC HEIGHT  -        522.262 (meters)     1713.45  (feet) COMP
 PR0470  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 PR0470
 PR0470  VERT ORDER      -  FIRST     CLASS II
 PR0470
 PR0470.The horizontal coordinates were scaled from a map and have
 PR0470.an estimated accuracy of +/- 6 seconds.
 PR0470
 PR0470.The orthometric height was determined by differential leveling and
 PR0470.adjusted by the NATIONAL GEODETIC SURVEY
 PR0470.in June 1991.
 PR0470
 PR0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0470.GEOID18 height accuracy estimate available here.
 PR0470
 PR0470.Click photographs - Photos may exist for this station.
 PR0470
 PR0470.The dynamic height is computed by dividing the NAVD 88
 PR0470.geopotential number by the normal gravity value computed on the
 PR0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0470.degrees latitude (g = 980.6199 gals.).
 PR0470
 PR0470.The modeled gravity was interpolated from observed gravity values.
 PR0470
 PR0470;                    North         East    Units  Estimated Accuracy
 PR0470;SPC SD N     -    56,380.      809,740.      MT  (+/- 180 meters Scaled)
 PR0470
 PR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ299075(NAD 83)
 PR0470
 PR0470                          SUPERSEDED SURVEY CONTROL
 PR0470
 PR0470  NGVD 29 (??/??/92)  522.078  (m)         1712.85   (f) ADJ UNCH    1 2
 PR0470
 PR0470.Superseded values are not recommended for survey control.
 PR0470
 PR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0470.See file dsdata.pdf to determine how the superseded data were derived.
 PR0470
 PR0470_MARKER: Z = SEE DESCRIPTION
 PR0470_SETTING: 80 = SET IN A BOULDER
 PR0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0470+STABILITY: SURFACE MOTION
 PR0470
 PR0470  HISTORY     - Date     Condition        Report By
 PR0470  HISTORY     - UNK      MONUMENTED       CGS
 PR0470  HISTORY     - 1934     MARK NOT FOUND   CGS
 PR0470
 PR0470                          STATION DESCRIPTION
 PR0470
 PR0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0470'3.1 MI S FROM LAKE PRESTON.
 PR0470'3.1 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0470'PACIFIC RAILROAD FROM THE STATION AT LAKE PRESTON, KINGSBURY
 PR0470'COUNTY, AT THE CENTER OF A ROAD INTERSECTION BETWEEN SECTIONS
 PR0470'24 AND 25, T 110 N, R 55 W, AND SECTIONS 19 AND 30, T 110 N,
 PR0470'R 54 W, AND AT A GRANITE BOULDER FLUSH WITH THE GROUND.  THE
 PR0470'CENTER OF THE TOP OF THE BOULDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0479 ***********************************************************************
 PR0479  DESIGNATION -  SECTION CORNER 4
 PR0479  PID         -  PR0479
 PR0479  STATE/COUNTY-  SD/LAKE
 PR0479  COUNTRY     -  US
 PR0479  USGS QUAD   -  RAMONA (2017)
 PR0479
 PR0479                         *CURRENT SURVEY CONTROL
 PR0479  ______________________________________________________________________
 PR0479* NAD 83(1986) POSITION- 44 03 04.     (N) 097 11 22.     (W)   SCALED
 PR0479* NAVD 88 ORTHO HEIGHT -   527.217 (meters)     1729.71  (feet) ADJUSTED
 PR0479  ______________________________________________________________________
 PR0479  GEOID HEIGHT    -        -25.724 (meters)                     GEOID18
 PR0479  DYNAMIC HEIGHT  -        527.092 (meters)     1729.30  (feet) COMP
 PR0479  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 PR0479
 PR0479  VERT ORDER      -  FIRST     CLASS II
 PR0479
 PR0479.The horizontal coordinates were scaled from a map and have
 PR0479.an estimated accuracy of +/- 6 seconds.
 PR0479
 PR0479.The orthometric height was determined by differential leveling and
 PR0479.adjusted by the NATIONAL GEODETIC SURVEY
 PR0479.in June 1991.
 PR0479
 PR0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0479.GEOID18 height accuracy estimate available here.
 PR0479
 PR0479.Click photographs - Photos may exist for this station.
 PR0479
 PR0479.The dynamic height is computed by dividing the NAVD 88
 PR0479.geopotential number by the normal gravity value computed on the
 PR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0479.degrees latitude (g = 980.6199 gals.).
 PR0479
 PR0479.The modeled gravity was interpolated from observed gravity values.
 PR0479
 PR0479;                    North         East    Units  Estimated Accuracy
 PR0479;SPC SD S     -   195,600.      851,870.      MT  (+/- 180 meters Scaled)
 PR0479
 PR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP450791(NAD 83)
 PR0479
 PR0479                          SUPERSEDED SURVEY CONTROL
 PR0479
 PR0479  NGVD 29 (??/??/92)  526.920  (m)         1728.74   (f) ADJ UNCH    1 2
 PR0479
 PR0479.Superseded values are not recommended for survey control.
 PR0479
 PR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0479.See file dsdata.pdf to determine how the superseded data were derived.
 PR0479
 PR0479_MARKER: H = DRILL HOLE
 PR0479_SETTING: 80 = SET IN A BOULDER
 PR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0479+STABILITY: SURFACE MOTION
 PR0479
 PR0479  HISTORY     - Date     Condition        Report By
 PR0479  HISTORY     - UNK      MONUMENTED       CGS
 PR0479  HISTORY     - 1934     MARK NOT FOUND   CGS
 PR0479  HISTORY     - 20110404 MARK NOT FOUND   INDIV
 PR0479
 PR0479                          STATION DESCRIPTION
 PR0479
 PR0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0479'4.9 MI S FROM RAMONA.
 PR0479'4.9MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0479'RAILROAD FROM RAMONA, LAKE COUNTY, THENCE 0.8 MILE WEST ALONG A
 PR0479'SECTION-LINE ROAD, AT THE CENTER OF A ROAD INTERSECTION BETWEEN
 PR0479'SECTIONS 21, 22, 27 AND 28, T 107 N, R 53 W, AND ON A SMALL
 PR0479'BOULDER.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS
 PR0479'USBM.
 PR0479
 PR0479                          STATION RECOVERY (2011)
 PR0479
 PR0479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0480 ***********************************************************************
 PR0480  DESIGNATION -  SECTION CORNER 6
 PR0480  PID         -  PR0480
 PR0480  STATE/COUNTY-  SD/LAKE
 PR0480  COUNTRY     -  US
 PR0480  USGS QUAD   -  RAMONA (2017)
 PR0480
 PR0480                         *CURRENT SURVEY CONTROL
 PR0480  ______________________________________________________________________
 PR0480* NAD 83(1986) POSITION- 44 03 05.     (N) 097 13 47.     (W)   SCALED
 PR0480* NAVD 88 ORTHO HEIGHT -   547.676 (meters)     1796.83  (feet) ADJUSTED
 PR0480  ______________________________________________________________________
 PR0480  GEOID HEIGHT    -        -25.705 (meters)                     GEOID18
 PR0480  DYNAMIC HEIGHT  -        547.546 (meters)     1796.41  (feet) COMP
 PR0480  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 PR0480
 PR0480  VERT ORDER      -  FIRST     CLASS II
 PR0480
 PR0480.The horizontal coordinates were scaled from a map and have
 PR0480.an estimated accuracy of +/- 6 seconds.
 PR0480
 PR0480.The orthometric height was determined by differential leveling and
 PR0480.adjusted by the NATIONAL GEODETIC SURVEY
 PR0480.in June 1991.
 PR0480
 PR0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0480.GEOID18 height accuracy estimate available here.
 PR0480
 PR0480.Click photographs - Photos may exist for this station.
 PR0480
 PR0480.The dynamic height is computed by dividing the NAVD 88
 PR0480.geopotential number by the normal gravity value computed on the
 PR0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0480.degrees latitude (g = 980.6199 gals.).
 PR0480
 PR0480.The modeled gravity was interpolated from observed gravity values.
 PR0480
 PR0480;                    North         East    Units  Estimated Accuracy
 PR0480;SPC SD S     -   195,510.      848,640.      MT  (+/- 180 meters Scaled)
 PR0480
 PR0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP418791(NAD 83)
 PR0480
 PR0480                          SUPERSEDED SURVEY CONTROL
 PR0480
 PR0480  NGVD 29 (??/??/92)  547.377  (m)         1795.85   (f) ADJ UNCH    1 2
 PR0480
 PR0480.Superseded values are not recommended for survey control.
 PR0480
 PR0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0480.See file dsdata.pdf to determine how the superseded data were derived.
 PR0480
 PR0480_MARKER: Z = SEE DESCRIPTION
 PR0480_SETTING: 80 = SET IN A BOULDER
 PR0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0480+STABILITY: SURFACE MOTION
 PR0480
 PR0480  HISTORY     - Date     Condition        Report By
 PR0480  HISTORY     - UNK      MONUMENTED       CGS
 PR0480  HISTORY     - 1934     GOOD             CGS
 PR0480  HISTORY     - 20110404 MARK NOT FOUND   INDIV
 PR0480
 PR0480                          STATION DESCRIPTION
 PR0480
 PR0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0480'4.9 MI S FROM RAMONA.
 PR0480'4.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0480'PACIFIC RAILROAD FROM RAMONA, LAKE COUNTY, THENCE 2.8 MILES
 PR0480'WEST ALONG A SECTION-LINE ROAD, AT THE CENTER OF A ROAD
 PR0480'INTERSECTION BETWEEN SECTIONS 19, 20, 29 AND 30, T 107 N, R 53
 PR0480'W, ON A SMALL BOULDER, AND ABOUT 3 INCHES BELOW THE SURFACE
 PR0480'OF THE ROAD.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 PR0480'LETTERS USBM.
 PR0480
 PR0480                          STATION RECOVERY (2011)
 PR0480
 PR0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PR0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0302 ***********************************************************************
 OQ0302  DESIGNATION -  SECTION CORNER 8
 OQ0302  PID         -  OQ0302
 OQ0302  STATE/COUNTY-  SD/MOODY
 OQ0302  COUNTRY     -  US
 OQ0302  USGS QUAD   -  TRENT (2017)
 OQ0302
 OQ0302                         *CURRENT SURVEY CONTROL
 OQ0302  ______________________________________________________________________
 OQ0302* NAD 83(1986) POSITION- 43 55 15.     (N) 096 40 05.     (W)   SCALED
 OQ0302* NAVD 88 ORTHO HEIGHT -   458.274 (meters)     1503.52  (feet) ADJUSTED
 OQ0302  ______________________________________________________________________
 OQ0302  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 OQ0302  DYNAMIC HEIGHT  -        458.167 (meters)     1503.17  (feet) COMP
 OQ0302  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 OQ0302
 OQ0302  VERT ORDER      -  FIRST     CLASS II
 OQ0302
 OQ0302.The horizontal coordinates were scaled from a map and have
 OQ0302.an estimated accuracy of +/- 6 seconds.
 OQ0302
 OQ0302.The orthometric height was determined by differential leveling and
 OQ0302.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0302.in June 1991.
 OQ0302
 OQ0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0302.GEOID18 height accuracy estimate available here.
 OQ0302
 OQ0302.Click photographs - Photos may exist for this station.
 OQ0302
 OQ0302.The dynamic height is computed by dividing the NAVD 88
 OQ0302.geopotential number by the normal gravity value computed on the
 OQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0302.degrees latitude (g = 980.6199 gals.).
 OQ0302
 OQ0302.The modeled gravity was interpolated from observed gravity values.
 OQ0302
 OQ0302;                    North         East    Units  Estimated Accuracy
 OQ0302;SPC SD S     -   182,850.      894,250.      MT  (+/- 180 meters Scaled)
 OQ0302
 OQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP872657(NAD 83)
 OQ0302
 OQ0302                          SUPERSEDED SURVEY CONTROL
 OQ0302
 OQ0302  NGVD 29 (??/??/92)  458.002  (m)         1502.63   (f) ADJ UNCH    1 2
 OQ0302
 OQ0302.Superseded values are not recommended for survey control.
 OQ0302
 OQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0302.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0302
 OQ0302_MARKER: H = DRILL HOLE
 OQ0302_SETTING: 80 = SET IN A BOULDER
 OQ0302_STAMPING: CHISELED USBM
 OQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0302+STABILITY: SURFACE MOTION
 OQ0302
 OQ0302  HISTORY     - Date     Condition        Report By
 OQ0302  HISTORY     - UNK      MONUMENTED       CGS
 OQ0302  HISTORY     - 1965     GOOD             CGS
 OQ0302  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0302
 OQ0302                          STATION DESCRIPTION
 OQ0302
 OQ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OQ0302'1.4 MI N FROM TRENT.
 OQ0302'1.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 OQ0302'RAILROAD FROM TRENT, MOODY COUNTY, AT THE CORNER COMMON TO
 OQ0302'SECTIONS 1, 2, 11 AND 12 T105N, R49W, ON THE TOP OF A BOULDER,
 OQ0302'AND ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.  THE BOTTOM
 OQ0302'OF THE SQUARE HOLE, SURROUNDED BY THE LETTERS USBM.
 OQ0302
 OQ0302                          STATION RECOVERY (2012)
 OQ0302
 OQ0302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0310 ***********************************************************************
 OQ0310  DESIGNATION -  SECTION CORNER 9
 OQ0310  PID         -  OQ0310
 OQ0310  STATE/COUNTY-  SD/MINNEHAHA
 OQ0310  COUNTRY     -  US
 OQ0310  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0310
 OQ0310                         *CURRENT SURVEY CONTROL
 OQ0310  ______________________________________________________________________
 OQ0310* NAD 83(1986) POSITION- 43 47 24.     (N) 096 43 48.     (W)   SCALED
 OQ0310* NAVD 88 ORTHO HEIGHT -   449.188 (meters)     1473.71  (feet) ADJUSTED
 OQ0310  ______________________________________________________________________
 OQ0310  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 OQ0310  DYNAMIC HEIGHT  -        449.081 (meters)     1473.36  (feet) COMP
 OQ0310  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 OQ0310
 OQ0310  VERT ORDER      -  FIRST     CLASS II
 OQ0310
 OQ0310.The horizontal coordinates were scaled from a map and have
 OQ0310.an estimated accuracy of +/- 6 seconds.
 OQ0310
 OQ0310.The orthometric height was determined by differential leveling and
 OQ0310.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0310.in June 1991.
 OQ0310
 OQ0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0310.GEOID18 height accuracy estimate available here.
 OQ0310
 OQ0310.Click photographs - Photos may exist for this station.
 OQ0310
 OQ0310.The dynamic height is computed by dividing the NAVD 88
 OQ0310.geopotential number by the normal gravity value computed on the
 OQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0310.degrees latitude (g = 980.6199 gals.).
 OQ0310
 OQ0310.The modeled gravity was interpolated from observed gravity values.
 OQ0310
 OQ0310;                    North         East    Units  Estimated Accuracy
 OQ0310;SPC SD S     -   168,110.      889,910.      MT  (+/- 180 meters Scaled)
 OQ0310
 OQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP826510(NAD 83)
 OQ0310
 OQ0310                          SUPERSEDED SURVEY CONTROL
 OQ0310
 OQ0310  NGVD 29 (??/??/92)  448.917  (m)         1472.82   (f) ADJ UNCH    1 2
 OQ0310
 OQ0310.Superseded values are not recommended for survey control.
 OQ0310
 OQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0310.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0310
 OQ0310_MARKER: H = DRILL HOLE
 OQ0310_SETTING: 80 = SET IN A BOULDER
 OQ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0310+STABILITY: SURFACE MOTION
 OQ0310
 OQ0310  HISTORY     - Date     Condition        Report By
 OQ0310  HISTORY     - UNK      MONUMENTED       CGS
 OQ0310  HISTORY     - 1961     MARK NOT FOUND   CGS
 OQ0310
 OQ0310                          STATION DESCRIPTION
 OQ0310
 OQ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OQ0310'2.8 MI S FROM DELL RAPIDS.
 OQ0310'2.8 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0310'PACIFIC RAILROAD FROM THE STATION AT DELL RAPIDS, MINNEHAHA
 OQ0310'COUNTY, AT THE CORNER COMMON TO SECTIONS 20, 21, 28 AND 29,
 OQ0310'T 104 N, R 49 W, AND ON A SMALL BOULDER.  THE BOTTOM OF A SQUARE
 OQ0310'HOLE, SURROUNED BY THE LETTERS USBM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1012 ***********************************************************************
 PU1012  DESIGNATION -  SEES
 PU1012  PID         -  PU1012
 PU1012  STATE/COUNTY-  SD/MEADE
 PU1012  COUNTRY     -  US
 PU1012  USGS QUAD   -  ENNING (2017)
 PU1012
 PU1012                         *CURRENT SURVEY CONTROL
 PU1012  ______________________________________________________________________
 PU1012* NAD 83(1996) POSITION- 44 37 09.82177(N) 102 33 30.14664(W)   ADJUSTED
 PU1012* NAVD 88 ORTHO HEIGHT -   925.175 (meters)     3035.35  (feet) ADJUSTED
 PU1012  ______________________________________________________________________
 PU1012  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 PU1012  LAPLACE CORR    -         -6.80  (seconds)                    DEFLEC18
 PU1012  DYNAMIC HEIGHT  -        924.926 (meters)     3034.53  (feet) COMP
 PU1012  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 PU1012
 PU1012  HORZ ORDER      -  SECOND
 PU1012  VERT ORDER      -  SECOND    CLASS 0
 PU1012
 PU1012.The horizontal coordinates were established by classical geodetic methods
 PU1012.and adjusted by the National Geodetic Survey in January 1998.
 PU1012
 PU1012.The orthometric height was determined by differential leveling and
 PU1012.adjusted by the NATIONAL GEODETIC SURVEY
 PU1012.in June 1991.
 PU1012
 PU1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1012.GEOID18 height accuracy estimate available here.
 PU1012
 PU1012.Click photographs - Photos may exist for this station.
 PU1012
 PU1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1012
 PU1012.The dynamic height is computed by dividing the NAVD 88
 PU1012.geopotential number by the normal gravity value computed on the
 PU1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1012.degrees latitude (g = 980.6199 gals.).
 PU1012
 PU1012.The modeled gravity was interpolated from observed gravity values.
 PU1012
 PU1012. The following values were computed from the NAD 83(1996) position.
 PU1012
 PU1012;                    North         East     Units Scale Factor Converg.
 PU1012;SPC SD N     -    90,556.902   396,989.732   MT  0.99996734   -1 48 38.4
 PU1012;SPC SD N     -   297,102.10  1,302,457.15   sFT  0.99996734   -1 48 38.4
 PU1012;UTM  13      - 4,943,571.351   693,708.085   MT  1.00006145   +1 42 55.9
 PU1012
 PU1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1012!SPC SD N     -   0.99985784  x   0.99996734  =   0.99982519
 PU1012!UTM  13      -   0.99985784  x   1.00006145  =   0.99991928
 PU1012
 PU1012:                Primary Azimuth Mark                     Grid Az
 PU1012:SPC SD N     -  ENNING                                   139 28 34.0
 PU1012:UTM  13      -  ENNING                                   135 56 59.7
 PU1012
 PU1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9370843571(NAD 83)
 PU1012
 PU1012|---------------------------------------------------------------------|
 PU1012| PID    Reference Object                     Distance      Geod. Az  |
 PU1012|                                                           dddmmss.s |
 PU1012| PU1014 SEES RM 1                            14.930 METERS 05432     |
 PU1012| PU1048 ENNING                              APPROX. 6.6 KM 1373955.6 |
 PU1012| PU1013 SEES RM 2                            11.944 METERS 31923     |
 PU1012|---------------------------------------------------------------------|
 PU1012
 PU1012                          SUPERSEDED SURVEY CONTROL
 PU1012
 PU1012  NAD 83(1993)-  44 37 09.81382(N)    102 33 30.14663(W) AD(       ) 2
 PU1012  NAD 83(1986)-  44 37 09.81355(N)    102 33 30.14633(W) AD(       ) 2
 PU1012  NGVD 29 (??/??/92)  924.697  (m)         3033.78   (f) ADJ UNCH    2 0
 PU1012  NGVD 29             924.70   (m)         3033.8    (f) LEVELING    3  
 PU1012
 PU1012.Superseded values are not recommended for survey control.
 PU1012
 PU1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1012.See file dsdata.pdf to determine how the superseded data were derived.
 PU1012
 PU1012_MARKER: DS = TRIANGULATION STATION DISK
 PU1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1012_STAMPING: SEES 1962
 PU1012_MARK LOGO: CGS
 PU1012_PROJECTION: FLUSH
 PU1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1012+STABILITY: SURFACE MOTION
 PU1012
 PU1012  HISTORY     - Date     Condition        Report By
 PU1012  HISTORY     - 1962     MONUMENTED       CGS
 PU1012  HISTORY     - 1962     GOOD             CGS
 PU1012
 PU1012                          STATION DESCRIPTION
 PU1012
 PU1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1012'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF UNION CENTER, 3.0
 PU1012'MILES NORTH OF ENNING AND 0.2 MILE EAST OF A NORTH-SOUTH GRAVELED
 PU1012'ROAD.
 PU1012'
 PU1012'TO REACH THE STATION FROM ENNING, GO NORTH ON GRAVELED ROAD FOR
 PU1012'3.0 MILES TO A SIDE ROAD LEFT, AND A WIRE GATE ON THE RIGHT.  TURN
 PU1012'RIGHT, EAST THROUGH GATE AND FOLLOW A TRACK ROAD FOR 0.2 MILE TO
 PU1012'A WIRE GATE ON THE LEFT, TURN LEFT, NORTHEAST THROUGH GATE FOR
 PU1012'0.05 MILE TO THE TOP OF HILL AND THE STATION.
 PU1012'
 PU1012'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1012'CIRCULAR CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 PU1012'AND IS STAMPED SEES 1962.  IT IS 120 FEET NORTH OF AN EAST-WEST
 PU1012'FENCE LINE.
 PU1012'
 PU1012'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1012'CIRCULAR CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND AND
 PU1012'IS STAMPED SEES NO 1 1962.  IT IS 150 FEET NORTH OF AN EAST-WEST
 PU1012'FENCE LINE.
 PU1012'
 PU1012'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1012'CIRCULAR CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND AND
 PU1012'IS STAMPED SEES NO 2 1962.  IT IS 155 FEET NORTH OF AN EAST-WEST
 PU1012'FENCE LINE.
 PU1012
 PU1012                          STATION RECOVERY (1962)
 PU1012
 PU1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1012'3.2 MI N FROM ENNING.
 PU1012'3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1012'OFFICE AND STORE AT ENNING, THENCE 0.25 MILES EAST ALONG A
 PU1012'DIM TRACK ROAD AND FENCE LINE, ON TOP OF A KNOLL, 154 FEET
 PU1012'NORTH OF THE CENTER LINE OF THE ROAD, 154 FEET EAST-NORTHEAST
 PU1012'OF THE EAST END OF A GATE, 124 FEET NORTH OF A FENCE, 39.9 FEET
 PU1012'SOUTHEAST OF R.M. 2, 48.9 FEET SOUTHWEST OF R.M. 1, ABOUT 20 FEET
 PU1012'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1012'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1014 ***********************************************************************
 PU1014  DESIGNATION -  SEES RM 1
 PU1014  PID         -  PU1014
 PU1014  STATE/COUNTY-  SD/MEADE
 PU1014  COUNTRY     -  US
 PU1014  USGS QUAD   -  ENNING (2017)
 PU1014
 PU1014                         *CURRENT SURVEY CONTROL
 PU1014  ______________________________________________________________________
 PU1014* NAD 83(1986) POSITION- 44 37 10.10   (N) 102 33 29.60   (W)   HD_HELD1
 PU1014* NAVD 88 ORTHO HEIGHT -   925.002 (meters)     3034.78  (feet) ADJUSTED
 PU1014  ______________________________________________________________________
 PU1014  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 PU1014  DYNAMIC HEIGHT  -        924.754 (meters)     3033.96  (feet) COMP
 PU1014  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 PU1014
 PU1014  VERT ORDER      -  SECOND    CLASS 0
 PU1014
 PU1014.The horizontal coordinates were determined by differentially corrected
 PU1014.hand held GPS observations or other comparable positioning techniques
 PU1014.and have an estimated accuracy of +/- 3 meters.
 PU1014
 PU1014.The orthometric height was determined by differential leveling and
 PU1014.adjusted by the NATIONAL GEODETIC SURVEY
 PU1014.in June 1991.
 PU1014
 PU1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1014.GEOID18 height accuracy estimate available here.
 PU1014
 PU1014.Click photographs - Photos may exist for this station.
 PU1014
 PU1014.The dynamic height is computed by dividing the NAVD 88
 PU1014.geopotential number by the normal gravity value computed on the
 PU1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1014.degrees latitude (g = 980.6199 gals.).
 PU1014
 PU1014.The modeled gravity was interpolated from observed gravity values.
 PU1014
 PU1014;                    North         East    Units  Estimated Accuracy
 PU1014;SPC SD N     -    90,565.1     397,002.0     MT  (+/- 3 meters HH1 GPS) 
 PU1014
 PU1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9371943580(NAD 83)
 PU1014
 PU1014                          SUPERSEDED SURVEY CONTROL
 PU1014
 PU1014  NGVD 29 (??/??/92)  924.525  (m)         3033.21   (f) ADJ UNCH    2 0
 PU1014
 PU1014.Superseded values are not recommended for survey control.
 PU1014
 PU1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1014.See file dsdata.pdf to determine how the superseded data were derived.
 PU1014
 PU1014_MARKER: DR = REFERENCE MARK DISK
 PU1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1014_STAMPING: SEES NO 1 1962
 PU1014_MARK LOGO: CGS
 PU1014_PROJECTION: FLUSH
 PU1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1014+STABILITY: SURFACE MOTION
 PU1014
 PU1014  HISTORY     - Date     Condition        Report By
 PU1014  HISTORY     - 1962     MONUMENTED       CGS
 PU1014
 PU1014                          STATION DESCRIPTION
 PU1014
 PU1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1014'3.2 MI N FROM ENNING.
 PU1014'3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1014'OFFICE AND STORE AT ENNING, THENCE 0.25 MILES EAST ALONG A DIM
 PU1014'TRACK ROAD, 181 FEET NORTH OF THE CENTER LINE OF THE ROAD, 65.5
 PU1014'FEET EAST OF R.M. 2, 48.9 FEET NORTHEAST OF SEES TRIANGULATION
 PU1014'STATION, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A
 PU1014'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1013 ***********************************************************************
 PU1013  DESIGNATION -  SEES RM 2
 PU1013  PID         -  PU1013
 PU1013  STATE/COUNTY-  SD/MEADE
 PU1013  COUNTRY     -  US
 PU1013  USGS QUAD   -  ENNING (2017)
 PU1013
 PU1013                         *CURRENT SURVEY CONTROL
 PU1013  ______________________________________________________________________
 PU1013* NAD 83(1986) POSITION- 44 37 10.12   (N) 102 33 30.50   (W)   HD_HELD1
 PU1013* NAVD 88 ORTHO HEIGHT -   925.039 (meters)     3034.90  (feet) ADJUSTED
 PU1013  ______________________________________________________________________
 PU1013  GEOID HEIGHT    -        -18.386 (meters)                     GEOID18
 PU1013  DYNAMIC HEIGHT  -        924.791 (meters)     3034.09  (feet) COMP
 PU1013  MODELED GRAVITY -    980,317.4   (mgal)                       NAVD 88
 PU1013
 PU1013  VERT ORDER      -  SECOND    CLASS 0
 PU1013
 PU1013.The horizontal coordinates were determined by differentially corrected
 PU1013.hand held GPS observations or other comparable positioning techniques
 PU1013.and have an estimated accuracy of +/- 3 meters.
 PU1013
 PU1013.The orthometric height was determined by differential leveling and
 PU1013.adjusted by the NATIONAL GEODETIC SURVEY
 PU1013.in June 1991.
 PU1013
 PU1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1013.GEOID18 height accuracy estimate available here.
 PU1013
 PU1013.Click photographs - Photos may exist for this station.
 PU1013
 PU1013.The dynamic height is computed by dividing the NAVD 88
 PU1013.geopotential number by the normal gravity value computed on the
 PU1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1013.degrees latitude (g = 980.6199 gals.).
 PU1013
 PU1013.The modeled gravity was interpolated from observed gravity values.
 PU1013
 PU1013;                    North         East    Units  Estimated Accuracy
 PU1013;SPC SD N     -    90,566.3     396,982.2     MT  (+/- 3 meters HH1 GPS) 
 PU1013
 PU1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9370043580(NAD 83)
 PU1013
 PU1013                          SUPERSEDED SURVEY CONTROL
 PU1013
 PU1013  NGVD 29 (??/??/92)  924.562  (m)         3033.33   (f) ADJ UNCH    2 0
 PU1013
 PU1013.Superseded values are not recommended for survey control.
 PU1013
 PU1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1013.See file dsdata.pdf to determine how the superseded data were derived.
 PU1013
 PU1013_MARKER: DR = REFERENCE MARK DISK
 PU1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1013_STAMPING: SEES NO 2 1962
 PU1013_MARK LOGO: CGS
 PU1013_PROJECTION: FLUSH
 PU1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1013+STABILITY: SURFACE MOTION
 PU1013
 PU1013  HISTORY     - Date     Condition        Report By
 PU1013  HISTORY     - 1962     MONUMENTED       CGS
 PU1013
 PU1013                          STATION DESCRIPTION
 PU1013
 PU1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1013'3.2 MI N FROM ENNING.
 PU1013'3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1013'OFFICE AND STORE AT ENNING, THENCE 0.25 MILE EAST ALONG A DIM
 PU1013'TRACK ROAD AND FENCE LINE, 181 FEET NORTH OF THE CENTER LINE
 PU1013'OF THE ROAD, 65.5 FEET WEST OF R.M. 1, 39.9 FEET NORTHWEST OF
 PU1013'SEES TRIANGULATION STATION, ABOUT LEVEL WITH THE STATION, AND
 PU1013'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0684 ***********************************************************************
 QS0684  DESIGNATION -  SELBY WT
 QS0684  PID         -  QS0684
 QS0684  STATE/COUNTY-  SD/WALWORTH
 QS0684  COUNTRY     -  US
 QS0684  USGS QUAD   -  SELBY (2017)
 QS0684
 QS0684                         *CURRENT SURVEY CONTROL
 QS0684  ______________________________________________________________________
 QS0684* NAD 83(1996) POSITION- 45 30 33.95376(N) 100 01 54.85554(W)   ADJUSTED
 QS0684  ______________________________________________________________________
 QS0684  GEOID HEIGHT    -        -22.309 (meters)                     GEOID18
 QS0684  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 QS0684  HORZ ORDER      -  THIRD
 QS0684
 QS0684.The horizontal coordinates were established by classical geodetic methods
 QS0684.and adjusted by the National Geodetic Survey in January 1998.
 QS0684
 QS0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0684.GEOID18 height accuracy estimate available here.
 QS0684
 QS0684.Click photographs - Photos may exist for this station.
 QS0684
 QS0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0684
 QS0684. The following values were computed from the NAD 83(1996) position.
 QS0684
 QS0684;                    North         East     Units Scale Factor Converg.
 QS0684;SPC SD N     -   186,256.814   597,506.909   MT  0.99997107   -0 01 21.3
 QS0684;SPC SD N     -   611,077.56  1,960,320.58   sFT  0.99997107   -0 01 21.3
 QS0684;UTM  14      - 5,040,062.161   419,394.149   MT  0.99967988   -0 44 10.2
 QS0684
 QS0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1939440062(NAD 83)
 QS0684
 QS0684                          SUPERSEDED SURVEY CONTROL
 QS0684
 QS0684  NAD 83(1986)-  45 30 33.94311(N)    100 01 54.85438(W) AD(       ) 3
 QS0684  NAD 27      -  45 30 33.97032(N)    100 01 53.41395(W) AD(       ) 3
 QS0684
 QS0684.Superseded values are not recommended for survey control.
 QS0684
 QS0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0684.See file dsdata.pdf to determine how the superseded data were derived.
 QS0684
 QS0684_MARKER: 53 = ELEVATED TANK
 QS0684
 QS0684  HISTORY     - Date     Condition        Report By
 QS0684  HISTORY     - 1964     FIRST OBSERVED   USGS
 QS0684
 QS0684                          STATION DESCRIPTION
 QS0684
 QS0684'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0684'LOCATED JUST N. OF THE SELBY HIGH SCHOOL, IN THE N. EDGE OF TOWN, A
 QS0684'STANDARD 3 SECTION HIGH, 4 LEGGED WATER TANK WITH A BALL ATOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0279 ***********************************************************************
 QR0279  CBN         -  This is a Cooperative Base Network Control Station.
 QR0279  DESIGNATION -  SENECA
 QR0279  PID         -  QR0279
 QR0279  STATE/COUNTY-  SD/FAULK
 QR0279  COUNTRY     -  US
 QR0279  USGS QUAD   -  SENECA (2017)
 QR0279
 QR0279                         *CURRENT SURVEY CONTROL
 QR0279  ______________________________________________________________________
 QR0279* NAD 83(2011) POSITION- 45 03 58.07289(N) 099 30 43.36252(W)   ADJUSTED
 QR0279* NAD 83(2011) ELLIP HT-   558.850 (meters)        (06/27/12)   ADJUSTED
 QR0279* NAD 83(2011) EPOCH   -  2010.00
 QR0279* NAVD 88 ORTHO HEIGHT -   581.727 (meters)     1908.55  (feet) ADJUSTED
 QR0279  ______________________________________________________________________
 QR0279  GEOID HEIGHT    -        -22.882 (meters)                     GEOID18
 QR0279  NAD 83(2011) X  -   -745,760.180 (meters)                     COMP
 QR0279  NAD 83(2011) Y  - -4,450,739.001 (meters)                     COMP
 QR0279  NAD 83(2011) Z  -  4,492,937.798 (meters)                     COMP
 QR0279  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 QR0279  DYNAMIC HEIGHT  -        581.647 (meters)     1908.29  (feet) COMP
 QR0279  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 QR0279
 QR0279  VERT ORDER      -  FIRST     CLASS II
 QR0279
 QR0279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QR0279  Standards:
 QR0279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QR0279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QR0279  -------------------------------------------------------------------
 QR0279  NETWORK    1.06   3.04           0.49   0.35   1.55     -0.05704701
 QR0279  -------------------------------------------------------------------
 QR0279  Click here for local accuracies and other accuracy information.
 QR0279
 QR0279.The horizontal coordinates were established by GPS observations
 QR0279.and adjusted by the National Geodetic Survey in June 2012.
 QR0279
 QR0279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QR0279.been affixed to the stable North American tectonic plate. See 
 QR0279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QR0279
 QR0279.The horizontal coordinates are valid at the epoch date displayed above
 QR0279.which is a decimal equivalence of Year/Month/Day.
 QR0279
 QR0279.The orthometric height was determined by differential leveling and
 QR0279.adjusted by the NATIONAL GEODETIC SURVEY
 QR0279.in June 1991.
 QR0279
 QR0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0279.GEOID18 height accuracy estimate available here.
 QR0279
 QR0279.Click photographs - Photos may exist for this station.
 QR0279
 QR0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QR0279
 QR0279.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0279
 QR0279.The ellipsoidal height was determined by GPS observations
 QR0279.and is referenced to NAD 83.
 QR0279
 QR0279.The dynamic height is computed by dividing the NAVD 88
 QR0279.geopotential number by the normal gravity value computed on the
 QR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0279.degrees latitude (g = 980.6199 gals.).
 QR0279
 QR0279.The modeled gravity was interpolated from observed gravity values.
 QR0279
 QR0279. The following values were computed from the NAD 83(2011) position.
 QR0279
 QR0279;                    North         East     Units Scale Factor Converg.
 QR0279;SPC SD N     -   137,107.350   638,426.841   MT  0.99993915   +0 20 43.2
 QR0279;SPC SD N     -   449,826.36  2,094,572.06   sFT  0.99993915   +0 20 43.2
 QR0279;UTM  14      - 4,990,424.315   459,689.462   MT  0.99961998   -0 21 45.0
 QR0279
 QR0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0279!SPC SD N     -   0.99991239  x   0.99993915  =   0.99985154
 QR0279!UTM  14      -   0.99991239  x   0.99961998  =   0.99953240
 QR0279
 QR0279:                Primary Azimuth Mark                     Grid Az
 QR0279:SPC SD N     -  SENECA AZ MK 2                           003 34 30.5
 QR0279:UTM  14      -  SENECA AZ MK 2                           004 16 58.7
 QR0279
 QR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5968990424(NAD 83)
 QR0279
 QR0279|---------------------------------------------------------------------|
 QR0279| PID    Reference Object                     Distance      Geod. Az  |
 QR0279|                                                           dddmmss.s |
 QR0279| QR0284 SENECA AZ MK                                       0031528.5 |
 QR0279| QR0283 SENECA AZ MK 2                                     0035513.7 |
 QR0279| QR0282 SENECA RM 1                          36.375 METERS 17508     |
 QR0279| QR0684 SENECA CATHOLIC CHURCH CROSS        492.249 METERS 1803310.5 |
 QR0279| QR0280 SENECA RM 3                          35.098 METERS 18202     |
 QR0279| QR0281 SENECA RM 2                          33.784 METERS 27605     |
 QR0279|---------------------------------------------------------------------|
 QR0279
 QR0279                          SUPERSEDED SURVEY CONTROL
 QR0279
 QR0279  NAD 83(2007)-  45 03 58.07292(N)    099 30 43.36331(W) AD(2002.00) 0
 QR0279  ELLIP H (02/10/07)  558.881  (m)                       GP(2002.00)    
 QR0279  ELLIP H (04/15/04)  558.886  (m)                       GP(       ) 2 1
 QR0279  NAD 83(1996)-  45 03 58.07234(N)    099 30 43.36281(W) AD(       ) B
 QR0279  ELLIP H (04/18/97)  558.924  (m)                       GP(       ) 4 1
 QR0279  NAD 83(1986)-  45 03 58.06661(N)    099 30 43.37441(W) AD(       ) 1
 QR0279  NAD 27      -  45 03 58.15600(N)    099 30 41.97300(W) AD(       ) 1
 QR0279  NAVD 88             581.73   (m)         1908.6    (f) LEVELING    3  
 QR0279  NGVD 29 (??/??/92)  581.364  (m)         1907.36   (f) ADJ UNCH    1 2
 QR0279  NGVD 29             581.36   (m)         1907.3    (f) LEVELING    3  
 QR0279
 QR0279.Superseded values are not recommended for survey control.
 QR0279
 QR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0279.See file dsdata.pdf to determine how the superseded data were derived.
 QR0279
 QR0279_MARKER: DS = TRIANGULATION STATION DISK
 QR0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0279_STAMPING: SENECA 1935
 QR0279_MARK LOGO: CGS
 QR0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0279+STABILITY: SURFACE MOTION
 QR0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0279+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 QR0279
 QR0279  HISTORY     - Date     Condition        Report By
 QR0279  HISTORY     - 1935     MONUMENTED       CGS
 QR0279  HISTORY     - 1935     GOOD             CGS
 QR0279  HISTORY     - 1956     GOOD             CGS
 QR0279  HISTORY     - 1973     GOOD             USAF
 QR0279  HISTORY     - 19910826 GOOD             NGS
 QR0279  HISTORY     - 19950922 GOOD             NGS
 QR0279  HISTORY     - 19960601 GOOD             NGS
 QR0279  HISTORY     - 20080904 GOOD             GEOCAC
 QR0279
 QR0279                          STATION DESCRIPTION
 QR0279
 QR0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0279'THIS STATION IS LOCATED 0.35 MILE S OF THE NE CORNER OF SEC.
 QR0279'4, T 118 N, R 72 W, SENECA TOWNSHIP, IN THE N EDGE OF THE TOWN
 QR0279'OF SENECA, 1/2 MILE N OF THE POST OFFICE, 46 FEET W OF THE
 QR0279'CENTER LINE OF THE GRAVEL SECTION LINE ROAD LEADING N FROM
 QR0279'THE MAIN STREET OF THE TOWN, 12 FEET W OF THE RIGHT-OF-WAY
 QR0279'FENCE, 12 FEET S OF AN E-W FENCE, IN THE FRONT YARD OF A WHITE
 QR0279'TWO STORY HOUSE OWNED BY A MR. PERCHON OF LAVERN, MINN. AND
 QR0279'OCCUPIED BY MR. ROBERT TREAVER, ABOUT 80 YARDS NE OF THE NE
 QR0279'CORNER OF THE HOUSE.  AND PROJECTS 8 INCHES.
 QR0279'
 QR0279'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0279'BRONZE DISKS SET IN CONCRETE.
 QR0279'
 QR0279'REFERENCE MARK NO. 1 IS S OF THE STATION, 36 FEET W OF THE CENTER
 QR0279'LINE OF THE ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE, AND
 QR0279'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS W OF THE STATION,
 QR0279'1 FOOT S OF AN E-W FENCE, ABOUT 85 YARDS DUE N OF THE HOUSE.
 QR0279'AND PROJECTS 4 INCHES.
 QR0279'
 QR0279'THE AZIMUTH MARK IS N OF THE STATION, 35 FEET E OF THE CENTER
 QR0279'LINE OF THE ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE LINE, 4
 QR0279'FEET E OF THE EDGE OF A DITCH, ABOUT 60 YARDS S OF A CROSS
 QR0279'ROAD, AND PROJECTS 6 INCHES.
 QR0279'
 QR0279'TO REACH THE STATION FROM THE POST OFFICE IN SENECA GO N ON
 QR0279'THE MAIN STREET 0.4 MILE TO MR. TREAVERS HOUSE AND STATION ON
 QR0279'THE LEFT.
 QR0279'
 QR0279'LIGHTS 60 FEET ABOVE ELLISVILLE, 74 FEET ABOVE BALD HILLS, 60
 QR0279'FEET ABOVE CANTON, ARE VISIBLE FROM THE GROUND.
 QR0279'
 QR0279'A LIGHT 4 FEET ABOVE BURKMERE IS VISIBLE AT 20 FEET.
 QR0279'
 QR0279'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 QR0279
 QR0279                          STATION RECOVERY (1935)
 QR0279
 QR0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 QR0279'0.4 MI N FROM SENECA.
 QR0279'0.4 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT SENECA,
 QR0279'FAULK COUNTY, ON THE TREAVER PROPERTY, IN THE NORTHEAST CORNER
 QR0279'OF THE FENCED-IN PLOT AROUND THE HOUSE, 51.3 FEET WEST OF THE
 QR0279'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 16.8 FEET SOUTHWEST OF A
 QR0279'FENCE CORNER, AND 1.2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 QR0279'A STANDARD TRIANGULATION-STATION DISK, STAMPED SENECA 1935 AND
 QR0279'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QR0279
 QR0279                          STATION RECOVERY (1956)
 QR0279
 QR0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QR0279'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QR0279'CONDITION.  R.M. NO. 1 AND THE AZIMUTH MARK WERE MOVED BY REQUEST
 QR0279'OF THE SOUTH DAKOTA STATE HIGHWAY DEPARTMENT.  THE ANGLE AND
 QR0279'DISTANCE TO R.M. NO. 2 COULD NOT BE CHECKED DUE TO CROPS.  THE
 QR0279'CROSS ON THE CATHOLIC CHURCH IN SENECA WAS OBSTRUCTED FROM
 QR0279'THE STATION BY INTERVENING TREES.
 QR0279'
 QR0279'THE STATION MARK WILL BE NEAR THE EDGE OF HIGHWAY RIGHT-OF-WAY
 QR0279'AFTER THIS ROAD HAS BEEN WIDENED.  MARK PROJECTS 3 INCHES AND
 QR0279'DISK IS STAMPED SENECA 1935.
 QR0279'
 QR0279'R.M. NO. 3 IS 115.15 FEET SOUTH OF THE STATION, 53 FEET WEST
 QR0279'OF CENTER LINE OF HIGHWAY AND JUST EAST OF NORTH ROW OF TREES
 QR0279'ALONG NORTH SIDE OF FARM YARD.  THE MARK PROJECTS 4 INCHES
 QR0279'AND DISK IS STAMPED SENECA NO 3 1935.
 QR0279'
 QR0279'R.M. NO. 2 IS 110.84 FEET WEST OF THE STATION.  THE FENCE THAT
 QR0279'WAS NEAR THE MARK HAS BEEN REMOVED AND THE MARK IS NOW IN A
 QR0279'CULTIVATED FIELD.
 QR0279'
 QR0279'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 150 FEET
 QR0279'SOUTH OF CROSSROADS, 50 FEET EAST OF CENTER LINE OF HIGHWAY,
 QR0279'22 FEET NORTH OF A TELEPHONE POLE AND 1-1/2 FEET SOUTH OF A
 QR0279'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND DISK IS STAMPED
 QR0279'SENECA 1935-1956.
 QR0279
 QR0279                          STATION RECOVERY (1973)
 QR0279
 QR0279'RECOVERY NOTE BY US AIR FORCE 1973
 QR0279'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QR0279'AN UPDATED DESCRIPTION FOLLOWS--
 QR0279'
 QR0279'TO REACH THE STATION FROM THE POST OFFICE IN SENECA, GO NORTH
 QR0279'ON MAIN STREET 0.4 MILE TO A WHITE TWO STORY HOUSE ON THE LEFT.
 QR0279'THE STATION IS ABOUT 80 YARDS NORTHEAST OF THE NORTHEAST CORNER
 QR0279'OF THE HOUSE, 46 FEET WEST OF THE CENTER LINE OF THE MAIN
 QR0279'STREET, 6 FEET NORTH OF AN EAST-WEST FENCE AND IN THE CENTERLINE
 QR0279'OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS ABOUT 8 INCHES.
 QR0279
 QR0279                          STATION RECOVERY (1991)
 QR0279
 QR0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QR0279'THE STATION IS LOCATED JUST NORTH OF THE CENTER OF TOWN IN SENECA.
 QR0279'OWNERSHIP--LOUIS SCHAEFER, 110 WEST LOGAN, GETTYSBURG, SD 57442.
 QR0279'PHONE 605-765-9668.
 QR0279'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SENECA, GO NORTH ON
 QR0279'MAIN STREET FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT JUST
 QR0279'PAST THE TWO-STORY HOUSE ON THE LEFT.
 QR0279'THE STATION IS LOCATED 22.1 M (72.5 FT) NORTH FROM THE NORTHERNMOST
 QR0279'TREE OF THE EASTERN ROW OF SMALL TREES, 15.5 M (50.9 FT)
 QR0279'WEST-SOUTHWEST FROM THE CENTER OF MAIN STREET, 11.6 M (38.1 FT) NORTH
 QR0279'FROM A ROUND WOODEN CORNER POST AND 9.5 M (31.2 FT) WEST FROM THE
 QR0279'METAL 25 MPH SPEED LIMIT SIGN.
 QR0279
 QR0279                          STATION RECOVERY (1995)
 QR0279
 QR0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 QR0279'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF LEBANON AND 0.2
 QR0279'MI (0.3 KM) NORTH OF SENECA, ON COUNTY ROAD 3.  OWNERSHIP--FAULK
 QR0279'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 QR0279'AND STATE HIGHWAY 47 SOUTH, WEST OF SENECA, GO WEST ON U.S. HIGHWAY
 QR0279'212 FOR 3.0 MI (4.8 KM) TO COUNTY ROAD 3, TURN RIGHT AND GO NORTH ON
 QR0279'COUNTY ROAD 3 (MAIN STREET) FOR 0.25 MI (0.40 KM) TO A POST OFFICE ON
 QR0279'THE RIGHT, CONTINUE AHEAD AND GO NORTH ON COUNTY ROAD 3 FOR 0.35 MI
 QR0279'(0.56 KM) TO A GRAVEL DRIVEWAY LEADING TO A FARM HOUSE ON THE LEFT,
 QR0279'CONTINUE AHEAD AND GO NORTH ON COUNTY ROAD 3 FOR 0.05 MI (0.08 KM) TO
 QR0279'THE STATION ON THE LEFT.  THE STATION IS LOCATED 72.5 FT (22.1 M)
 QR0279'NORTH OF THE MOST NORTHERLY TREE OF THE MOST EASTERLY ROW OF SMALL
 QR0279'TREES, 53.7 FT (16.4 M) SOUTH OF A RIGHT-OF-WAY MARKER, 51.6 FT (15.7
 QR0279'M) WEST OF THE ROAD CENTER, 40.1 FT (12.2 M) SOUTHWEST OF A ROAD SIGN
 QR0279'(WATCH CHILDREN), 0.9 FT (27.4 CM) EAST OF A WITNESS POST, AND THE
 QR0279'MONUMENT PROJECTS 0.1 FT (3.0 CM) ABOVE THE GROUND SURFACE.
 QR0279
 QR0279                          STATION RECOVERY (1996)
 QR0279
 QR0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0279'0.7 KM (0.45 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QR0279'SENECA, 98.7 M (323.8 FT) NORTH OF THE CENTER OF A DRIVEWAY, 92.3 M
 QR0279'(302.8 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 35.1 M (115.2 FT)
 QR0279'NORTH OF REFERENCE MARK 3, 14.1 M (46.3 FT) WEST OF THE STREET CENTER,
 QR0279'0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 QR0279'OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QR0279
 QR0279                          STATION RECOVERY (2008)
 QR0279
 QR0279'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 QR0279'FOUND THE STATION, BUT COULD NOT FIND EITHER REFERENCE MARK OR THE
 QR0279'AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0284 ***********************************************************************
 QR0284  DESIGNATION -  SENECA AZ MK
 QR0284  PID         -  QR0284
 QR0284  STATE/COUNTY-  SD/FAULK
 QR0284  COUNTRY     -  US
 QR0284  USGS QUAD   -  SENECA (2017)
 QR0284
 QR0284                         *CURRENT SURVEY CONTROL
 QR0284  ______________________________________________________________________
 QR0284* NAD 83(1986) POSITION- 45 04 16.     (N) 099 30 41.     (W)   SCALED
 QR0284* NAVD 88 ORTHO HEIGHT -   578.844 (meters)     1899.09  (feet) ADJUSTED
 QR0284  ______________________________________________________________________
 QR0284  GEOID HEIGHT    -        -22.883 (meters)                     GEOID18
 QR0284  DYNAMIC HEIGHT  -        578.764 (meters)     1898.83  (feet) COMP
 QR0284  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 QR0284
 QR0284  VERT ORDER      -  SECOND    CLASS 0
 QR0284
 QR0284.The horizontal coordinates were scaled from a map and have
 QR0284.an estimated accuracy of +/- 6 seconds.
 QR0284
 QR0284.The orthometric height was determined by differential leveling and
 QR0284.adjusted by the NATIONAL GEODETIC SURVEY
 QR0284.in June 1991.
 QR0284
 QR0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0284.GEOID18 height accuracy estimate available here.
 QR0284
 QR0284.Click photographs - Photos may exist for this station.
 QR0284
 QR0284.The dynamic height is computed by dividing the NAVD 88
 QR0284.geopotential number by the normal gravity value computed on the
 QR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0284.degrees latitude (g = 980.6199 gals.).
 QR0284
 QR0284.The modeled gravity was interpolated from observed gravity values.
 QR0284
 QR0284;                    North         East    Units  Estimated Accuracy
 QR0284;SPC SD N     -   137,660.      638,480.      MT  (+/- 180 meters Scaled)
 QR0284
 QR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ597909(NAD 83)
 QR0284
 QR0284                          SUPERSEDED SURVEY CONTROL
 QR0284
 QR0284  NGVD 29 (??/??/92)  578.48   (m)         1897.9    (f) COMPUTED    2 0
 QR0284
 QR0284.Superseded values are not recommended for survey control.
 QR0284
 QR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0284.See file dsdata.pdf to determine how the superseded data were derived.
 QR0284
 QR0284_MARKER: DZ = AZIMUTH MARK DISK
 QR0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0284_STAMPING: SENECA AZIMUTH 1935
 QR0284_MARK LOGO: CGS
 QR0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0284+STABILITY: SURFACE MOTION
 QR0284
 QR0284  HISTORY     - Date     Condition        Report By
 QR0284  HISTORY     - 1935     MONUMENTED       CGS
 QR0284  HISTORY     - 1940     GOOD             CGS
 QR0284
 QR0284                          STATION DESCRIPTION
 QR0284
 QR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0284'0.7 MI N FROM SENECA.
 QR0284'0.7 MILE N. OF THE POST OFFICE AT SENECA, 0.3 MILE N. OF SENECA
 QR0284'TRI. STA., 32.0 FT. E. OF THE CENTER OF N-S. ROAD, 182.6 FT. S.
 QR0284'OF E.-W. SECTION LINE ROAD CENTER LINE, 0.9 FT. E. OF WHITE MARKER
 QR0284'POST, 6 IN. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0283 ***********************************************************************
 QR0283  DESIGNATION -  SENECA AZ MK 2
 QR0283  PID         -  QR0283
 QR0283  STATE/COUNTY-  SD/FAULK
 QR0283  COUNTRY     -  US
 QR0283  USGS QUAD   -  SENECA (2017)
 QR0283
 QR0283                         *CURRENT SURVEY CONTROL
 QR0283  ______________________________________________________________________
 QR0283* NAD 83(1986) POSITION- 45 04 14.61   (N) 099 30 41.74   (W)   HD_HELD1
 QR0283* NAVD 88 ORTHO HEIGHT -   578.76  (meters)     1898.8   (feet) RESET
 QR0283  ______________________________________________________________________
 QR0283  GEOID HEIGHT    -        -22.883 (meters)                     GEOID18
 QR0283  VERT ORDER      -  THIRD
 QR0283
 QR0283.The horizontal coordinates were determined by differentially corrected
 QR0283.hand held GPS observations or other comparable positioning techniques
 QR0283.and have an estimated accuracy of +/- 3 meters.
 QR0283
 QR0283.The orthometric height was computed from unverified reset data.
 QR0283
 QR0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0283.GEOID18 height accuracy estimate available here.
 QR0283
 QR0283.Click photographs - Photos may exist for this station.
 QR0283
 QR0283;                    North         East    Units  Estimated Accuracy
 QR0283;SPC SD N     -   137,618.0     638,459.3     MT  (+/- 3 meters HH1 GPS) 
 QR0283
 QR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5972890934(NAD 83)
 QR0283
 QR0283                          SUPERSEDED SURVEY CONTROL
 QR0283
 QR0283.No superseded survey control is available for this station.
 QR0283
 QR0283_MARKER: DZ = AZIMUTH MARK DISK
 QR0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0283_STAMPING: SENECA 1935 1956
 QR0283_MARK LOGO: CGS
 QR0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0283+STABILITY: SURFACE MOTION
 QR0283
 QR0283  HISTORY     - Date     Condition        Report By
 QR0283  HISTORY     - 1956     MONUMENTED       CGS
 QR0283  HISTORY     - 20080904 MARK NOT FOUND   GEOCAC
 QR0283
 QR0283                          STATION DESCRIPTION
 QR0283
 QR0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QR0283'0.7 MI N FROM SENECA.
 QR0283'0.7 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT SENECA, FAULK
 QR0283'COUNTY, 0.3 MILE NORTH OF TRIANGULATION STATION SENECA, NEAR THE
 QR0283'INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 19.6 FEET
 QR0283'EAST OF THE 1935 AZIMUTH MARK, 50 FEET EAST OF THE CENTERLINE OF
 QR0283'THE ROAD, 22 FEET NORTH OF A POLE, AND 0.5 FOOT SOUTH OF A WHITE
 QR0283'WOODEN WITNESS POST.
 QR0283
 QR0283                          STATION RECOVERY (2008)
 QR0283
 QR0283'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 QR0283'FOUND THE STATION, BUT COULD NOT FIND EITHER REFERENCE MARK OR THE
 QR0283'AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0684 ***********************************************************************
 QR0684  DESIGNATION -  SENECA CATHOLIC CHURCH CROSS
 QR0684  PID         -  QR0684
 QR0684  STATE/COUNTY-  SD/FAULK
 QR0684  COUNTRY     -  US
 QR0684  USGS QUAD   -  SENECA (2017)
 QR0684
 QR0684                         *CURRENT SURVEY CONTROL
 QR0684  ______________________________________________________________________
 QR0684* NAD 83(1996) POSITION- 45 03 42.12755(N) 099 30 43.58063(W)   ADJUSTED
 QR0684  ______________________________________________________________________
 QR0684  GEOID HEIGHT    -        -22.882 (meters)                     GEOID18
 QR0684  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 QR0684  HORZ ORDER      -  THIRD
 QR0684
 QR0684.The horizontal coordinates were established by classical geodetic methods
 QR0684.and adjusted by the National Geodetic Survey in January 1998.
 QR0684
 QR0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0684.GEOID18 height accuracy estimate available here.
 QR0684
 QR0684.Click photographs - Photos may exist for this station.
 QR0684
 QR0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0684
 QR0684. The following values were computed from the NAD 83(1996) position.
 QR0684
 QR0684;                    North         East     Units Scale Factor Converg.
 QR0684;SPC SD N     -   136,615.123   638,425.037   MT  0.99993913   +0 20 43.1
 QR0684;SPC SD N     -   448,211.45  2,094,566.14   sFT  0.99993913   +0 20 43.1
 QR0684;UTM  14      - 4,989,932.305   459,681.579   MT  0.99961999   -0 21 45.0
 QR0684
 QR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5968189932(NAD 83)
 QR0684
 QR0684                          SUPERSEDED SURVEY CONTROL
 QR0684
 QR0684  NAD 83(1986)-  45 03 42.12164(N)    099 30 43.59153(W) AD(       ) 3
 QR0684  NAD 27      -  45 03 42.21000(N)    099 30 42.18900(W) AD(       ) 3
 QR0684
 QR0684.Superseded values are not recommended for survey control.
 QR0684
 QR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0684.See file dsdata.pdf to determine how the superseded data were derived.
 QR0684
 QR0684_MARKER: 91 = CHURCH CROSS
 QR0684
 QR0684  HISTORY     - Date     Condition        Report By
 QR0684  HISTORY     - 1935     FIRST OBSERVED   CGS
 QR0684
 QR0684                          STATION DESCRIPTION
 QR0684
 QR0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0684'THIS STATION IS THE BASE OF THE CROSS ON TOP OF THE CATHOLIC
 QR0684'CHURCH IN SENECA.  THE CHURCH IS LOCATED NEAR THE CENTER OF
 QR0684'THE VILLAGE ON THE MAIN STREET.  IT IS A BUFF COLORED BUILDING
 QR0684'TRIMMED WITH WHITE.  THERE IS A SHORT SPIRE ON A BELFRY OVER
 QR0684'THE E OR MAIN ENTRANCE SURMOUNTED BY A PLAIN WOODEN CROSS.
 QR0684'THERE IS A SMALLER CROSS IN EACH OF THE FOUR CORNERS OF THE
 QR0684'BELFRY.  THE BELFRY HAS AN ARCHED WINDOW OVER THE E ENTRANCE.
 QR0684'THE SPIRE IS ABOUT 60 FEET HIGH AND IS NOT VERY PROMINENT.
 QR0684'
 QR0684'THIS STATION WAS OBSERVED FROM SENECA, ELLISVILLE AND CANTON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0683 ***********************************************************************
 QR0683  DESIGNATION -  SENECA GRADE SCHOOL CUPOLA
 QR0683  PID         -  QR0683
 QR0683  STATE/COUNTY-  SD/FAULK
 QR0683  COUNTRY     -  US
 QR0683  USGS QUAD   -  SENECA (2017)
 QR0683
 QR0683                         *CURRENT SURVEY CONTROL
 QR0683  ______________________________________________________________________
 QR0683* NAD 83(1996) POSITION- 45 03 47.56199(N) 099 30 50.79293(W)   ADJUSTED
 QR0683  ______________________________________________________________________
 QR0683  GEOID HEIGHT    -        -22.879 (meters)                     GEOID18
 QR0683  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 QR0683  HORZ ORDER      -  THIRD
 QR0683
 QR0683.The horizontal coordinates were established by classical geodetic methods
 QR0683.and adjusted by the National Geodetic Survey in January 1998.
 QR0683
 QR0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0683.GEOID18 height accuracy estimate available here.
 QR0683
 QR0683.Click photographs - Photos may exist for this station.
 QR0683
 QR0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0683
 QR0683. The following values were computed from the NAD 83(1996) position.
 QR0683
 QR0683;                    North         East     Units Scale Factor Converg.
 QR0683;SPC SD N     -   136,781.924   638,266.249   MT  0.99993913   +0 20 38.0
 QR0683;SPC SD N     -   448,758.70  2,094,045.19   sFT  0.99993913   +0 20 38.0
 QR0683;UTM  14      - 4,990,101.000   459,524.914   MT  0.99962014   -0 21 50.2
 QR0683
 QR0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5952490101(NAD 83)
 QR0683
 QR0683                          SUPERSEDED SURVEY CONTROL
 QR0683
 QR0683  NAD 83(1986)-  45 03 47.55604(N)    099 30 50.80382(W) AD(       ) 3
 QR0683  NAD 27      -  45 03 47.64000(N)    099 30 49.40000(W) AD(       ) 3
 QR0683
 QR0683.Superseded values are not recommended for survey control.
 QR0683
 QR0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0683.See file dsdata.pdf to determine how the superseded data were derived.
 QR0683
 QR0683_MARKER: 86 = CUPOLA
 QR0683
 QR0683  HISTORY     - Date     Condition        Report By
 QR0683  HISTORY     - 1935     FIRST OBSERVED   CGS
 QR0683
 QR0683                          STATION DESCRIPTION
 QR0683
 QR0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0683'THIS STATION IS THE CENTER OF THE CUPOLA ON THE GRADE SCHOOL
 QR0683'IN SENECA.  THE SCHOOL IS LOCATED IN THE NW PART OF THE TOWN
 QR0683'OF SENECA.  IT IS A WHITE FRAME BUILDING ABOUT 65 FEET HIGH.
 QR0683'IT IS JUST W OF THE NEW HIGH SCHOOL, AND IS 2 BLOCKS W OF THE
 QR0683'MAIN STREET OF THE VILLAGE.  THE CUPOLA IS ON TOP OF A SMALL
 QR0683'BELFRY WHICH IS OVER THE S OR MAIN ENTRANCE TO THE SCHOOL.
 QR0683'THE BELFRY HAS TWO ARCHED WINDOWS ON EACH OF THE FOUR SIDES.
 QR0683'THERE IS A LARGE BELL IN THE BELFRY.  THE CUPOLA COMES TO A
 QR0683'PEAK IN THE CENTER OF WHICH IS A SHORT POLE EXTENDING
 QR0683'VERTICALLY ABOUT 2 FEET IN THE AIR.  THE DATE OF ERECTION IS
 QR0683'UNKNOWN.  IT IS NOT VERY PROMINENT.
 QR0683'
 QR0683'THIS STATION WAS OBSERVED FROM CANTON AND ELLISVILLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0281 ***********************************************************************
 QR0281  DESIGNATION -  SENECA RM 2
 QR0281  PID         -  QR0281
 QR0281  STATE/COUNTY-  SD/FAULK
 QR0281  COUNTRY     -  US
 QR0281  USGS QUAD   -  SENECA (2017)
 QR0281
 QR0281                         *CURRENT SURVEY CONTROL
 QR0281  ______________________________________________________________________
 QR0281* NAD 83(1986) POSITION- 45 03 58.19   (N) 099 30 44.90   (W)   HD_HELD1
 QR0281* NAVD 88 ORTHO HEIGHT -   582.122 (meters)     1909.85  (feet) ADJUSTED
 QR0281  ______________________________________________________________________
 QR0281  GEOID HEIGHT    -        -22.881 (meters)                     GEOID18
 QR0281  DYNAMIC HEIGHT  -        582.041 (meters)     1909.58  (feet) COMP
 QR0281  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 QR0281
 QR0281  VERT ORDER      -  SECOND    CLASS 0
 QR0281
 QR0281.The horizontal coordinates were determined by differentially corrected
 QR0281.hand held GPS observations or other comparable positioning techniques
 QR0281.and have an estimated accuracy of +/- 3 meters.
 QR0281
 QR0281.The orthometric height was determined by differential leveling and
 QR0281.adjusted by the NATIONAL GEODETIC SURVEY
 QR0281.in June 1991.
 QR0281
 QR0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0281.GEOID18 height accuracy estimate available here.
 QR0281
 QR0281.Click photographs - Photos may exist for this station.
 QR0281
 QR0281.The dynamic height is computed by dividing the NAVD 88
 QR0281.geopotential number by the normal gravity value computed on the
 QR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0281.degrees latitude (g = 980.6199 gals.).
 QR0281
 QR0281.The modeled gravity was interpolated from observed gravity values.
 QR0281
 QR0281;                    North         East    Units  Estimated Accuracy
 QR0281;SPC SD N     -   137,110.8     638,393.2     MT  (+/- 3 meters HH1 GPS) 
 QR0281
 QR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5965590428(NAD 83)
 QR0281
 QR0281                          SUPERSEDED SURVEY CONTROL
 QR0281
 QR0281  NGVD 29 (??/??/92)  581.758  (m)         1908.65   (f) ADJ UNCH    2 0
 QR0281
 QR0281.Superseded values are not recommended for survey control.
 QR0281
 QR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0281.See file dsdata.pdf to determine how the superseded data were derived.
 QR0281
 QR0281_MARKER: DR = REFERENCE MARK DISK
 QR0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0281_STAMPING: SENECA NO 2 1935
 QR0281_MARK LOGO: CGS
 QR0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0281+STABILITY: SURFACE MOTION
 QR0281
 QR0281  HISTORY     - Date     Condition        Report By
 QR0281  HISTORY     - 1935     MONUMENTED       CGS
 QR0281  HISTORY     - 20080904 MARK NOT FOUND   GEOCAC
 QR0281
 QR0281                          STATION DESCRIPTION
 QR0281
 QR0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QR0281'0.4 MI N FROM SENECA.
 QR0281'0.4 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT SENECA,
 QR0281'FAULK COUNTY, ON THE TREAVER PROPERTY, AND 111 FEET WEST OF
 QR0281'TRIANGULATION STATION SENECA.  A STANDARD REFERENCE-MARK DISK,
 QR0281'STAMPED SENECA NO 2 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QR0281
 QR0281                          STATION RECOVERY (2008)
 QR0281
 QR0281'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 QR0281'FOUND THE STATION, BUT COULD NOT FIND EITHER REFERENCE MARK OR THE
 QR0281'AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0280 ***********************************************************************
 QR0280  DESIGNATION -  SENECA RM 3
 QR0280  PID         -  QR0280
 QR0280  STATE/COUNTY-  SD/FAULK
 QR0280  COUNTRY     -  US
 QR0280  USGS QUAD   -  SENECA (2017)
 QR0280
 QR0280                         *CURRENT SURVEY CONTROL
 QR0280  ______________________________________________________________________
 QR0280* NAD 83(1986) POSITION- 45 03 56.94   (N) 099 30 43.42   (W)   HD_HELD1
 QR0280* NAVD 88 ORTHO HEIGHT -   582.240 (meters)     1910.23  (feet) ADJUSTED
 QR0280  ______________________________________________________________________
 QR0280  GEOID HEIGHT    -        -22.882 (meters)                     GEOID18
 QR0280  DYNAMIC HEIGHT  -        582.159 (meters)     1909.97  (feet) COMP
 QR0280  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 QR0280
 QR0280  VERT ORDER      -  FIRST     CLASS II
 QR0280
 QR0280.The horizontal coordinates were determined by differentially corrected
 QR0280.hand held GPS observations or other comparable positioning techniques
 QR0280.and have an estimated accuracy of +/- 3 meters.
 QR0280
 QR0280.The orthometric height was determined by differential leveling and
 QR0280.adjusted by the NATIONAL GEODETIC SURVEY
 QR0280.in July 1998.
 QR0280
 QR0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0280.GEOID18 height accuracy estimate available here.
 QR0280
 QR0280.Click photographs - Photos may exist for this station.
 QR0280
 QR0280.The dynamic height is computed by dividing the NAVD 88
 QR0280.geopotential number by the normal gravity value computed on the
 QR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0280.degrees latitude (g = 980.6199 gals.).
 QR0280
 QR0280.The modeled gravity was interpolated from observed gravity values.
 QR0280
 QR0280;                    North         East    Units  Estimated Accuracy
 QR0280;SPC SD N     -   137,072.4     638,425.8     MT  (+/- 3 meters HH1 GPS) 
 QR0280
 QR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5968790389(NAD 83)
 QR0280
 QR0280                          SUPERSEDED SURVEY CONTROL
 QR0280
 QR0280  NGVD 29 (??/??/??)  581.87   (m)         1909.0    (f) RESET       3  
 QR0280
 QR0280.Superseded values are not recommended for survey control.
 QR0280
 QR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0280.See file dsdata.pdf to determine how the superseded data were derived.
 QR0280
 QR0280_MARKER: DR = REFERENCE MARK DISK
 QR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0280_STAMPING: SENECA NO 3 1935
 QR0280_MARK LOGO: CGS
 QR0280_PROJECTION: FLUSH
 QR0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0280+STABILITY: SURFACE MOTION
 QR0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0280+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 QR0280
 QR0280  HISTORY     - Date     Condition        Report By
 QR0280  HISTORY     - 1956     MONUMENTED       CGS
 QR0280  HISTORY     - 19960601 GOOD             NGS
 QR0280  HISTORY     - 20080904 MARK NOT FOUND   GEOCAC
 QR0280
 QR0280                          STATION DESCRIPTION
 QR0280
 QR0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QR0280'0.4 MI N FROM SENECA.
 QR0280'0.4 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT SENECA, FAULK
 QR0280'COUNTY, ON THE TREAVER PROPERTY, 115.5 FEET SOUTH OF TRIANGULATION
 QR0280'STATION SENECA, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 QR0280'JUST EAST OF THE NORTH ROW OF TREES ALONG THE NORTH SIDE OF THE
 QR0280'FARMYARD.
 QR0280
 QR0280                          STATION RECOVERY (1996)
 QR0280
 QR0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0280'0.7 KM (0.45 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QR0280'SENECA, 63.3 M (207.7 FT) NORTH OF THE CENTER OF A DRIVEWAY, 35.1 M
 QR0280'(115.2 FT) SOUTH OF TRIANGULATION STATION SENECA, 17.3 M (56.8 FT)
 QR0280'WEST OF THE STREET CENTER, 4.8 M (15.7 FT) SOUTH OF A WOODEN POST, 0.3
 QR0280'M (1.0 FT) BELOW THE LEVEL OF THE STREET, AND THE MONUMENT IS FLUSH
 QR0280'WITH THE GROUND SURFACE.
 QR0280
 QR0280                          STATION RECOVERY (2008)
 QR0280
 QR0280'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 QR0280'FOUND THE STATION, BUT COULD NOT FIND EITHER REFERENCE MARK OR THE
 QR0280'AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0900 ***********************************************************************
 QS0900  DESIGNATION -  SEPARATION
 QS0900  PID         -  QS0900
 QS0900  STATE/COUNTY-  SD/ZIEBACH
 QS0900  COUNTRY     -  US
 QS0900  USGS QUAD   -  IRISH CREEK SW (2017)
 QS0900
 QS0900                         *CURRENT SURVEY CONTROL
 QS0900  ______________________________________________________________________
 QS0900* NAD 83(1996) POSITION- 45 17 56.00985(N) 101 39 16.34012(W)   ADJUSTED
 QS0900* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0900  ______________________________________________________________________
 QS0900  GEOID HEIGHT    -        -20.175 (meters)                     GEOID18
 QS0900  LAPLACE CORR    -         -7.13  (seconds)                    DEFLEC18
 QS0900  HORZ ORDER      -  SECOND
 QS0900
 QS0900.The horizontal coordinates were established by classical geodetic methods
 QS0900.and adjusted by the National Geodetic Survey in January 1998.
 QS0900
 QS0900.The orthometric height was scaled from a topographic map.
 QS0900
 QS0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0900.GEOID18 height accuracy estimate available here.
 QS0900
 QS0900.Click photographs - Photos may exist for this station.
 QS0900
 QS0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0900
 QS0900. The following values were computed from the NAD 83(1996) position.
 QS0900
 QS0900;                    North         East     Units Scale Factor Converg.
 QS0900;SPC SD N     -   164,183.969   470,240.604   MT  0.99994844   -1 10 15.5
 QS0900;SPC SD N     -   538,660.24  1,542,781.05   sFT  0.99994844   -1 10 15.5
 QS0900;UTM  14      - 5,019,582.488   291,873.019   MT  1.00013263   -1 53 14.9
 QS0900
 QS0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0900!SPC SD N     -   0.99989085  x   0.99994844  =   0.99983930
 QS0900!UTM  14      -   0.99989085  x   1.00013263  =   1.00002347
 QS0900
 QS0900:                Primary Azimuth Mark                     Grid Az
 QS0900:SPC SD N     -  SEPARATION AZ MK                         090 36 49.3
 QS0900:UTM  14      -  SEPARATION AZ MK                         091 19 48.7
 QS0900
 QS0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9187319582(NAD 83)
 QS0900
 QS0900|---------------------------------------------------------------------|
 QS0900| PID    Reference Object                     Distance      Geod. Az  |
 QS0900|                                                           dddmmss.s |
 QS0900| CQ9451 SEPARATION AZ MK                                   0892633.8 |
 QS0900| CQ9452 SEPARATION RM 1                      16.460 METERS 17728     |
 QS0900| CQ9453 SEPARATION RM 2                      15.234 METERS 27550     |
 QS0900|---------------------------------------------------------------------|
 QS0900
 QS0900                          SUPERSEDED SURVEY CONTROL
 QS0900
 QS0900  NAD 83(1986)-  45 17 56.00166(N)    101 39 16.33900(W) AD(       ) 2
 QS0900  NAD 27      -  45 17 56.08700(N)    101 39 14.77900(W) AD(       ) 2
 QS0900
 QS0900.Superseded values are not recommended for survey control.
 QS0900
 QS0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0900.See file dsdata.pdf to determine how the superseded data were derived.
 QS0900
 QS0900_MARKER: DS = TRIANGULATION STATION DISK
 QS0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0900_STAMPING: SEPARATION 1952
 QS0900_MARK LOGO: CGS
 QS0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0900+STABILITY: SURFACE MOTION
 QS0900
 QS0900  HISTORY     - Date     Condition        Report By
 QS0900  HISTORY     - 1952     MONUMENTED       CGS
 QS0900
 QS0900                          STATION DESCRIPTION
 QS0900
 QS0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0900'THE STATION IS IN SECTION 3, T 15 N, R 20 E, ABOUT 7 MILES
 QS0900'SOUTH AND 6 MILES EAST OF GLAD VALLEY, 6 MILES EAST AND
 QS0900'3/4 MILE NORTH OF THUNDER BUTTE, 10 FEET SOUTHEAST OF A
 QS0900'GATE POST, 5 FEET SOUTH OF A FENCE LINE AND A WHITE 4 X 4
 QS0900'WITNESS POST AND IN THE NORTH BOUNDARY FENCE OF THE CHEYENNE
 QS0900'RIVER INDIAN RESERVATION.
 QS0900'
 QS0900'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 QS0900'STATE HIGHWAY 8 IN GLAD VALLEY, GO EAST ON STATE HIGHWAY 8
 QS0900'FOR 6.6 MILES TO A POINT WHERE STATE HIGHWAY 8 TURNS TO THE
 QS0900'NORTH, CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.2 MILE
 QS0900'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (SOUTH) AND FOLLOW
 QS0900'THE MAIN GRADED DIRT ROAD FOR 1.9 MILES TO A Y-JUNCTION,
 QS0900'CONTINUE SOUTHERLY ON THE RIGHT ROAD FOR 4.25 MILES TO A CATTLE
 QS0900'GUARD AT THE ENTRANCE OF THE INDIAN RESERVATION, (THE
 QS0900'AZIMUTH MARK IS 0.1 MILE EAST ON THE SOUTH SIDE OF THE
 QS0900'FENCE) TURN RIGHT (WEST) ON THE SOUTH SIDE OF THE WIRE
 QS0900'FENCE AND GO ACROSS OPEN PASTURE LAND FOR 0.4 MILE TO THE
 QS0900'TOP OF A HILL AND THE STATION.
 QS0900'
 QS0900'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0900'SEPARATION 1952.
 QS0900'
 QS0900'REFERENCE MARK 1 IS 59 FEET SOUTH OF THE FENCE LINE.  THE MARK
 QS0900'PROJECTS 3 INCHES AND THE DISK IS STAMPED SEPARATION NO 1
 QS0900'1952.
 QS0900'
 QS0900'REFERENCE MARK 2 IS 21 FEET WEST OF THE GATE POST AND 1 FOOT
 QS0900'SOUTH OF THE FENCE.  THE MARK PROJECTS 7 INCHES AND THE DISK
 QS0900'IS STAMPED SEPARATION NO 2 1952.
 QS0900'
 QS0900'THE AZIMUTH MARK IS 0.1 MILE EAST OF THE NORTH-SOUTH DIRT
 QS0900'ROAD, 4 FEET SOUTHWEST OF A GATE POST, 3 FEET SOUTH OF A
 QS0900'WIRE FENCE AND 2 FEET SOUTH OF A WHITE 4 X 4 WITNESS POST.
 QS0900'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SEPARATION
 QS0900'1952.
 QS0900'
 QS0900'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0989 ***********************************************************************
 PT0989  DESIGNATION -  SERBOUSEK
 PT0989  PID         -  PT0989
 PT0989  STATE/COUNTY-  SD/SULLY
 PT0989  COUNTRY     -  US
 PT0989  USGS QUAD   -  OKOBOJO (2017)
 PT0989
 PT0989                         *CURRENT SURVEY CONTROL
 PT0989  ______________________________________________________________________
 PT0989* NAD 83(1996) POSITION- 44 44 25.01645(N) 100 24 43.21477(W)   ADJUSTED
 PT0989* NAVD 88 ORTHO HEIGHT -   621.2   (meters)     2038.    (feet) VERTCON3
 PT0989  ______________________________________________________________________
 PT0989  GEOID HEIGHT    -        -22.655 (meters)                     GEOID18
 PT0989  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 PT0989  HORZ ORDER      -  FIRST
 PT0989
 PT0989.The horizontal coordinates were established by classical geodetic methods
 PT0989.and adjusted by the National Geodetic Survey in January 1998.
 PT0989
 PT0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0989
 PT0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0989.GEOID18 height accuracy estimate available here.
 PT0989
 PT0989.Click photographs - Photos may exist for this station.
 PT0989
 PT0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0989
 PT0989. The following values were computed from the NAD 83(1996) position.
 PT0989
 PT0989;                    North         East     Units Scale Factor Converg.
 PT0989;SPC SD N     -   100,865.047   567,370.008   MT  0.99995376   -0 17 29.7
 PT0989;SPC SD N     -   330,921.41  1,861,446.43   sFT  0.99995376   -0 17 29.7
 PT0989;UTM  14      - 4,955,069.415   388,210.746   MT  0.99975367   -0 59 38.4
 PT0989
 PT0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0989!SPC SD N     -   0.99990616  x   0.99995376  =   0.99985993
 PT0989!UTM  14      -   0.99990616  x   0.99975367  =   0.99965986
 PT0989
 PT0989:                Primary Azimuth Mark                     Grid Az
 PT0989:SPC SD N     -  SERBOUSEK AZ MK 2                        000 26 28.7
 PT0989:UTM  14      -  SERBOUSEK AZ MK 2                        001 08 37.4
 PT0989
 PT0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8821055069(NAD 83)
 PT0989
 PT0989|---------------------------------------------------------------------|
 PT0989| PID    Reference Object                     Distance      Geod. Az  |
 PT0989|                                                           dddmmss.s |
 PT0989| CO6100 SERBOUSEK AZ MK 2                                  0000859.0 |
 PT0989| CO6099 SERBOUSEK AZ MK                                    0001338.5 |
 PT0989| CO6101 SERBOUSEK RM 1                       12.970 METERS 12917     |
 PT0989| CO6102 SERBOUSEK RM 2                       25.241 METERS 22127     |
 PT0989|---------------------------------------------------------------------|
 PT0989
 PT0989                          SUPERSEDED SURVEY CONTROL
 PT0989
 PT0989  NAD 83(1986)-  44 44 25.01063(N)    100 24 43.21762(W) AD(       ) 1
 PT0989  NAD 27      -  44 44 25.07000(N)    100 24 41.72800(W) AD(       ) 1
 PT0989  NGVD 29 (07/19/86)  620.8    (m)         2037.     (f) VERT ANG       
 PT0989
 PT0989.Superseded values are not recommended for survey control.
 PT0989
 PT0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0989.See file dsdata.pdf to determine how the superseded data were derived.
 PT0989
 PT0989_MARKER: DS = TRIANGULATION STATION DISK
 PT0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0989_STAMPING: SERBOUSEK 1934
 PT0989_MARK LOGO: CGS
 PT0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0989+STABILITY: SURFACE MOTION
 PT0989
 PT0989  HISTORY     - Date     Condition        Report By
 PT0989  HISTORY     - 1934     MONUMENTED       CGS
 PT0989  HISTORY     - 1948     GOOD             CGS
 PT0989  HISTORY     - 1976     GOOD             NGS
 PT0989  HISTORY     - 19820806 GOOD             NGS
 PT0989
 PT0989                          STATION DESCRIPTION
 PT0989
 PT0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0989'STATION IS 18 MILES W OF AND 3 MILES N OF ONIDA, ON THE MOST
 PT0989'EASTERLY POINT OF A LARGE PROMINENT HILL OVERLOOKING A WIDE
 PT0989'EXPANSE OF GENTLY ROLLING, NEARLY LEVEL COUNTRY TO THE N, S,
 PT0989'AND E.  IT IS IN SEC. 25, T 115 N, R 80 W AND IS THE MOST
 PT0989'EASTERLY OF ALL HIGH COUNTRY IN THE VICINITY.
 PT0989'
 PT0989'THE STATION MARK IS 14 PACES SSE OF A LARGE, LONE, GRANITE
 PT0989'BOULDER, WHICH STANDS ABOUT 4 FEET HIGH, AND WHICH IS ON TOP
 PT0989'OF THE HILL.
 PT0989'
 PT0989'STATION, AZIMUTH MARK, AND REFERENCE MARK NO. 2, ARE STANDARD
 PT0989'BRONZE DISKS SET IN CONCRETE.
 PT0989'
 PT0989'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL
 PT0989'HOLE IN A BOULDER.
 PT0989'
 PT0989'REFERENCE MARK NO. 1 IS SSE OF THE STATION.
 PT0989'
 PT0989'REFERENCE MARK NO. 2 IS WSW OF THE STATION.
 PT0989'
 PT0989'THE AZIMUTH MARK IS NNE OF THE STATION.  IT IS LOCATED 26
 PT0989'FEET N OF AN E AND W SECTION LINE ROAD, AND 1 FOOT S OF A
 PT0989'SECTION LINE FENCE.  THIS POINT IS APPROXIMATELY 0.4 MILE
 PT0989'W OF A ROAD INTERSECTION.
 PT0989'
 PT0989'THE STATION MAY BE REACHED FROM THE BRIDGE STORE AT THE APPROACH
 PT0989'TO THE BRIDGE VIA WHICH U.S. HIGHWAY 212 CROSSES THE MISSOURI
 PT0989'RIVER, BY GOING SOUTHEASTERLY ON U.S. HIGHWAY 212 FOR 4.2
 PT0989'MILES.  TURN RIGHT, OR DUE S, AND THEREAFTER FOR THE NEXT 5
 PT0989'MILES KEEP THE MAIN ROAD PROCEEDING AS FOLLOWS--S, 1.0 MILE,
 PT0989'W, 1.0 MILE, S, 1.0 MILE, AND THEN W, 2.0 MILES.  TURN LEFT
 PT0989'AND GO S, 6.0 MILES.  TURN LEFT AND GO E, 0.1 MILE.  TURN
 PT0989'RIGHT AND GO S, 2.0 MILES.  AT CROSSROADS, TURN RIGHT AND W,
 PT0989'2.0 MILES.  TURN LEFT AND GO S, 8.0 MILES TO
 PT0989'CROSS-INTERSECTION AND GRADED ROADS.  TURN RIGHT AND GO W, 4.0
 PT0989'MILES, OR 1.3 MILES BEYOND A WHITE SCHOOLHOUSE ON THE N SIDE
 PT0989'OF THE ROAD.  THERE ARE THREE MAIL BOXES AT THIS
 PT0989'INTERSECTION, ONE OF WHICH IS MADE OF AN OIL DRUM.  (MR.
 PT0989'WM. SERBOUSEKS FARM IS 1/4 MILE N OF THIS INTERSECTION.)
 PT0989'TURN LEFT AND GO S, 0.6 MILE.  TURN RIGHT AND GO W, TO TOP
 PT0989'OF HILL, 0.4 MILE, AND STATION.
 PT0989'
 PT0989'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PT0989
 PT0989                          STATION RECOVERY (1948)
 PT0989
 PT0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0989'STATION RECOVERED AND THE DESCRIPTIONS ARE ADEQUATE AND CORRECT
 PT0989'EXCEPT THAT A DIFFERENCE OF 2 MINUTES WAS NOTED IN THE DIRECTION
 PT0989'TO REFERENCE MARK NO. 2.  STATION, AZIMUTH AND REFERENCE MARK
 PT0989'NO. 2 ARE AS DESCRIBED.  REFERENCE MARK NO.
 PT0989'1 IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 PT0989'
 PT0989'STATION IS ABOUT 20 MILES WEST-NORTHWEST OF ONIDA, ON A LARGE
 PT0989'PROMINENT HILL IN SEC. 25, T. 115 N., R. 80 W., AND ON PROPERTY
 PT0989'OF MR. CHARLES SERBOUSEK.  THE MARK IS FLUSH WITH THE GROUND
 PT0989'AND THE DISK IS STAMPED SERBOUSEK 1934.
 PT0989'
 PT0989'REFERENCE MARK NO. 1 IS 42.44 FEET SOUTH-SOUTHEAST OF THE
 PT0989'STATION.  THE DISK IS SET IN A BOULDER AND STAMPED SERBOUSEK
 PT0989'NO 1 1934.
 PT0989'
 PT0989'REFERENCE MARK NO. 2 IS 82.9 FEET WEST-SOUTHWEST OF THE STATION.
 PT0989'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SERBOUSEK
 PT0989'NO 2 1934.
 PT0989'
 PT0989'THE AZIMUTH MARK IS APPROX. 0.7 MILE NORTH-NORTHEAST OF THE
 PT0989'STATION, 32 FEET NORTH OF THE APPROX. CENTERLINE OF DIRT ROAD
 PT0989'AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 PT0989'AND THE DISK IS STAMPED SERBOUSEK 1934.
 PT0989'
 PT0989'TO REACH FROM THE COURTHOUSE IN ONIDA, GO WEST ON GRAVEL ROAD
 PT0989'0.7 MILE TO U.S. HIGHWAY 83, CONTINUE STRAIGHT ACROSS HIGHWAY
 PT0989'ON MAIN GRAVEL ROAD 12.1 MILES, TURN RIGHT AND GO NORTH 3.0
 PT0989'MILES, TURN LEFT AND GO WEST 3.0 MILES TO CROSSROADS, CONTINUE
 PT0989'STRAIGHT AHEAD 1.0 MILE TO A T-ROAD RIGHT, FROM HERE THE AZIMUTH
 PT0989'MARK IS 0.3 MILE WEST ON RIGHT SIDE OF ROAD, TURN LEFT ALONG
 PT0989'FENCE AND GO SOUTH 1.0 MILE TO A GATE IN THE FENCE, TURN RIGHT
 PT0989'THROUGH GATE AND GO NORTHWEST ACROSS PASTURE TO TOP OF HILL
 PT0989'AND STATION.
 PT0989'
 PT0989'HEIGHT OF LIGHT ABOVE STATION MARK--1 METER.
 PT0989
 PT0989                          STATION RECOVERY (1976)
 PT0989
 PT0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PT0989'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 PT0989'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 APPEARS TO BE IN
 PT0989'GOOD CONDITION, BUT THE HORIZONTAL DISTANCE IS GREATER BY 0.050
 PT0989'METERS THEN THE ORIGINAL SLOPE MEASUREMENT AND THE DIRECTION
 PT0989'DIFFERS BY 2-MINUTES AND 50-SECONDS, APPARENTLY THERE HAS BEEN SOME
 PT0989'SLIPPAGE OF THE REFERENCE MARK BOULDER.  THE AZIMUTH MARK WAS FOUND
 PT0989'IN THE TOP OF A MOUND OF EARTH LEFT DURING GRADING OPERATIONS.
 PT0989'A NEW AZIMUTH MARK WAS SET AND THE DISK REMOVED FROM THE 1934 AZIMUTH
 PT0989'MARK AT THIS TIME.
 PT0989'
 PT0989'A NEW DESCRIPTION FOLLOWS--
 PT0989'
 PT0989'THE STATION IS LOCATED ABOUT 20 MILES WEST-NORTHWEST OF ONIDA ON
 PT0989'THE EAST PART OF A PROMINENT HILL, NEAR AN ARTESIAN WELL IN PASTURE
 PT0989'LAND, IN SEC. 25, T 115 N, R 80 W, ON PROPERTY OF MR. CHARLES
 PT0989'SERBOUSEK WHO LIVES 1 MILE NORTH-NORTHEAST OF THE STATION.
 PT0989'
 PT0989'TO REACH THE STATION FROM THE COURTHOUSE IN ONIDA, GO WEST ON THE
 PT0989'MAIN ROAD 0.7 MILE TO THE JUNCTION WITH U.S. HIGHWAY 83, CROSS THE
 PT0989'HIGHWAY AND CONTINUE WEST ON THE MAIN ROAD 12.1 MILES, TURN RIGHT
 PT0989'AND GO NORTH 3.0 MILES, TURN LEFT AND GO WEST 3.0 MILES TO A
 PT0989'CROSSROAD, CONTINUE WEST 1.0 MILE TO A T ROAD RIGHT, FROM THIS
 PT0989'POINT THE AZIMUTH MARK IS 0.3 MILE WEST ON THE RIGHT SIDE OF THE
 PT0989'ROAD.  TURN LEFT ALONG FENCE AND GO SOUTH 1.0 MILE TO A GATE,
 PT0989'TURN RIGHT THRU GATE AND GO NORTHWEST ACROSS PASTURE TO THE TOP
 PT0989'OF HILL AND THE STATION AS DESCRIBED.
 PT0989'
 PT0989'THE STATION MARK IS A STANDARD DISK STAMPED SERBOUSEK 1934, SET IN
 PT0989'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 PT0989'178 FEET NORTHEAST OF AN ARTESIAN WELL, 88 FEET SOUTH-SOUTHWEST
 PT0989'OF A FENCE CORNER, AND 43 FEET SOUTH-SOUTHEAST OF A LARGE BOULDER.
 PT0989'
 PT0989'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SERBOUSEK NO 1 1934,
 PT0989'SET IN A DRILL HOLE IN THE TOP OF A 2 BY 3-FOOT BOULDER WHICH
 PT0989'PROJECTS 12-INCHES.  IT IS 200 FEET EAST-NORTHEAST OF THE ARTESIAN
 PT0989'WELL.
 PT0989'
 PT0989'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SERBOUSEK NO 2
 PT0989'1976, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PT0989'4-INCHES.  IT IS ON THE SOUTH SLOPE OF THE HILL, 108 FEET
 PT0989'EAST-NORTHEAST OF THE ARTESIAN WELL.
 PT0989'
 PT0989'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SERBOUSEK 1934 1976,
 PT0989'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PT0989'IT IS 55 FEET WEST OF A POWER POLE, 36 FEET NORTH OF THE CENTER OF
 PT0989'THE ROAD, 1-FOOT SOUTH OF A FENCE, AND 2.0 FEET WEST OF A METAL
 PT0989'WITNESS POST.
 PT0989'
 PT0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES
 PT0989'WNW OF ONIDA.
 PT0989
 PT0989                          STATION RECOVERY (1982)
 PT0989
 PT0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PT0989'THE STATION AND ALL PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION.
 PT0989'THE AZIMUTH MARK 2 WAS DESTINED TO BE DESTROYED BY CONSTRUCTION OF A
 PT0989'ROAD.  THEREFORE AZIMUTH MARK 3 WAS ESTABLISHED. DISTANCES AND
 PT0989'DIRECTIONS TO THE PERIPHERAL MARKS CHECKED WITHIN THE ALLOWABLE.  NEW
 PT0989'TEXT DESCRIPTIVE FOLLOWS.  THE STATION IS LOCATED ABOUT 32.2 KM (20.00
 PT0989'MI) WEST NORTHWEST OF ONIDA ON A PROMINENT RIDGE AND NEAR THE
 PT0989'NORTHEAST CORNER OF AN AREA OF ABOUT 2 ACRES, THAT IS SURROUNDED BY A
 PT0989'WIRE FENCE.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 83 AND
 PT0989'ONIDA ROAD, ON THE WEST EDGE OF ONIDA, GO WEST ON ONIDA ROAD FOR 19.3
 PT0989'KM (12.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON GRAVELED
 PT0989'ROAD FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST FOR
 PT0989'6.4 KM (3.95 MI) TO A GRAVELED SIDE ROAD RIGHT AND TRACK ROAD LEFT.
 PT0989'TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.8 KM (0.50 MI) TO A GATE ON
 PT0989'THE RIGHT.  PASS THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.6
 PT0989'K TO THE TOP OF A RIDGE AND THE STATION.  THE STATION IS A STANDARD
 PT0989'CGS DISK STAMPED--SERBOUSEK 1934--SET INTO THE TOP OF A SQUARE
 PT0989'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES
 PT0989'(10 CM) ABOVE THE GROUND.  LOCATED 24.4 METERS (80.1 FT) S FROM A
 PT0989'FENCE.  4.3 METERS (14.1 FT) W FROM A FENCE.  0.6 METERS (2.0 FT) E
 PT0989'FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 PT0989'STAMPED--SERBOUSEK NO 1 1934--SET INTO PARTIALLY EXPOSED BOULDER OF 2
 PT0989'FEET, (0.6 M) 0.6 NETERS LARGEST DIMENSION.  LOCATED 4.6 METERS (15.1
 PT0989'FT) E FROM A FENCE, AND 1 FEET, (0.3 M) 0.3 METERS (1.0 FT) LOWER THAN
 PT0989'THE STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 PT0989'STAMPED--SERBOUSEK NO 2 1934--SET INTO THE TOP OF A SQUARE CONCRETE
 PT0989'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES (10 CM)
 PT0989'ABOVE THE GROUND.  LOCATE 21.9 METERS (71.9 FT) W FROM A FENCE, AND
 PT0989'2.4 METERS (7.9 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 3 IS A
 PT0989'STANDARD NGS DISK STAMPED--SERBOUSEK 1934 NO 3 1982--SET INTO THE TOP
 PT0989'OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING
 PT0989'2 INCHES 5 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 PT0989'NGS AZIMUTH DISK STAMPED--SERBOUSEK 1934 NO 3 1982--SET INTO AN
 PT0989'IRREGULAR MASS OF CONCRETE ABOUT 1.0 M (3.3 FT) (3.3) BELOW THE
 PT0989'SURFACE.  LOCATED 15.5 METERS (50.9 FT) N FROM THE CENTER OF A
 PT0989'GRAVELED ROAD.  0.4 METERS (1.3 FT) S FROM A FENCE.  0.29 METERS (0.95
 PT0989'FT) E FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 PT0989'INTERSECTION OF THE GRAVELED ROAD AND THE TRACK ROAD MENTIONED ABOVE,
 PT0989'GO WEST ON THE GRAVELED ROAD FOR 0.5 KM (0.30 MI) TO THE MARK ON THE
 PT0989'RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0510 ***********************************************************************
 OS0510  DESIGNATION -  SEVEN
 OS0510  PID         -  OS0510
 OS0510  STATE/COUNTY-  SD/JACKSON
 OS0510  COUNTRY     -  US
 OS0510  USGS QUAD   -  WETA (2017)
 OS0510
 OS0510                         *CURRENT SURVEY CONTROL
 OS0510  ______________________________________________________________________
 OS0510* NAD 83(1996) POSITION- 43 50 06.21731(N) 101 41 27.81630(W)   ADJUSTED
 OS0510* NAD 83(1996) ELLIP HT-   779.942 (meters)        (01/23/98)   ADJUSTED
 OS0510* NAVD 88 ORTHO HEIGHT -   800.803 (meters)     2627.30  (feet) ADJUSTED
 OS0510  ______________________________________________________________________
 OS0510  GEOID HEIGHT    -        -20.915 (meters)                     GEOID18
 OS0510  NAD 83(1996) X  -   -933,891.902 (meters)                     COMP
 OS0510  NAD 83(1996) Y  - -4,513,139.539 (meters)                     COMP
 OS0510  NAD 83(1996) Z  -  4,395,430.468 (meters)                     COMP
 OS0510  LAPLACE CORR    -         -9.10  (seconds)                    DEFLEC18
 OS0510  DYNAMIC HEIGHT  -        800.552 (meters)     2626.48  (feet) COMP
 OS0510  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 OS0510
 OS0510  HORZ ORDER      -  SECOND
 OS0510  VERT ORDER      -  FIRST     CLASS II
 OS0510  ELLP ORDER      -  FOURTH    CLASS I
 OS0510
 OS0510.The horizontal coordinates were established by classical geodetic methods
 OS0510.and adjusted by the National Geodetic Survey in January 1998.
 OS0510
 OS0510.The orthometric height was determined by differential leveling and
 OS0510.adjusted by the NATIONAL GEODETIC SURVEY
 OS0510.in September 1993.
 OS0510
 OS0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0510.GEOID18 height accuracy estimate available here.
 OS0510
 OS0510.Click photographs - Photos may exist for this station.
 OS0510
 OS0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OS0510
 OS0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0510
 OS0510.The ellipsoidal height was determined by GPS observations
 OS0510.and is referenced to NAD 83.
 OS0510
 OS0510.The dynamic height is computed by dividing the NAVD 88
 OS0510.geopotential number by the normal gravity value computed on the
 OS0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0510.degrees latitude (g = 980.6199 gals.).
 OS0510
 OS0510.The modeled gravity was interpolated from observed gravity values.
 OS0510
 OS0510. The following values were computed from the NAD 83(1996) position.
 OS0510
 OS0510;                    North         East     Units Scale Factor Converg.
 OS0510;SPC SD S     -   167,722.278   490,814.933   MT  0.99991400   -0 56 11.9
 OS0510;SPC SD S     -   550,268.84  1,610,281.99   sFT  0.99991400   -0 56 11.9
 OS0510;UTM  14      - 4,857,073.858   283,646.496   MT  1.00017577   -1 51 52.2
 OS0510
 OS0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0510!SPC SD S     -   0.99987771  x   0.99991400  =   0.99979172
 OS0510!UTM  14      -   0.99987771  x   1.00017577  =   1.00005346
 OS0510
 OS0510:                Primary Azimuth Mark                     Grid Az
 OS0510:SPC SD S     -  SEVEN AZ MK 2                            281 39 26.2
 OS0510:UTM  14      -  SEVEN AZ MK 2                            282 35 06.5
 OS0510
 OS0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8364657073(NAD 83)
 OS0510
 OS0510|---------------------------------------------------------------------|
 OS0510| PID    Reference Object                     Distance      Geod. Az  |
 OS0510|                                                           dddmmss.s |
 OS0510| OS0509 SEVEN RM 1                            9.272 METERS 05406     |
 OS0510| OS0512 SEVEN AZ MK                                        2763216.8 |
 OS0510| OS0513 SEVEN AZ MK 2                                      2804314.3 |
 OS0510| OS0511 SEVEN RM 2                           11.292 METERS 29832     |
 OS0510|---------------------------------------------------------------------|
 OS0510
 OS0510                          SUPERSEDED SURVEY CONTROL
 OS0510
 OS0510  NAD 83(1995)-  43 50 06.20923(N)    101 41 27.81811(W) AD(       ) 2
 OS0510  NAD 83(1986)-  43 50 06.21009(N)    101 41 27.82222(W) AD(       ) 2
 OS0510  NAD 27      -  43 50 06.23580(N)    101 41 26.30150(W) AD(       ) 2
 OS0510  NAVD 88 (06/15/91)  800.797  (m)         2627.28   (f) SUPERSEDED  1 2
 OS0510  NGVD 29 (??/??/92)  800.298  (m)         2625.64   (f) ADJ UNCH    1 2
 OS0510  NGVD 29             800.30   (m)         2625.7    (f) LEVELING    3  
 OS0510
 OS0510.Superseded values are not recommended for survey control.
 OS0510
 OS0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0510.See file dsdata.pdf to determine how the superseded data were derived.
 OS0510
 OS0510_MARKER: DS = TRIANGULATION STATION DISK
 OS0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0510_STAMPING: SEVEN 1961
 OS0510_MARK LOGO: CGS
 OS0510_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0510+STABILITY: SURFACE MOTION
 OS0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0510+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0510
 OS0510  HISTORY     - Date     Condition        Report By
 OS0510  HISTORY     - 1961     MONUMENTED       CGS
 OS0510  HISTORY     - 1962     GOOD             CGS
 OS0510  HISTORY     - 1966     GOOD             CGS
 OS0510  HISTORY     - 1966     GOOD             CGS
 OS0510  HISTORY     - 1985     GOOD             NGS
 OS0510  HISTORY     - 19910713 GOOD             NGS
 OS0510  HISTORY     - 19910909 GOOD             NGS
 OS0510  HISTORY     - 20130116 GOOD             INDIV
 OS0510
 OS0510                          STATION DESCRIPTION
 OS0510
 OS0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0510'LOCATED, AIRLINE, ABOUT 14-1/2 MILES SOUTH OF PHILIP, 10-1/2
 OS0510'MILES EAST OF CACTUS FLAT, AND 9 MILES WEST OF KADOKA, IN
 OS0510'SECTION 35, T 3 S, R 20 E, IN PASTURE LAND ON THE SOUTH SIDE
 OS0510'OF U.S. HIGHWAY 16 AT THE TOP OF A CUT BANK THROUGH A RIDGE.
 OS0510'
 OS0510'TO REACH FROM THE SERVICE STATION AT THE HIGHWAY JUNCTION OF
 OS0510'U.S. HIGHWAY 16 AND STATE HIGHWAY 73 KNOWN AS SEVEN MILE CORNER
 OS0510'GO WEST ON U.S. HIGHWAY 16, STATE HIGHWAY 40, FOR 1.5 MILES
 OS0510'TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 OS0510'
 OS0510'THE STATION MARK, A STANDARD DISK STAMPED SEVEN 1961 SET
 OS0510'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 OS0510'1 INCH ABOVE GROUND, IS 5.1 FEET EAST OF A WIRE FENCE
 OS0510'AND 17.7 FEET SOUTH-SOUTHEAST OF THE FENCE CORNER POST AT
 OS0510'A T INTERSECTION.
 OS0510'
 OS0510'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED SEVEN
 OS0510'NO 1 1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 OS0510'CYLINDER PROJECTING 8 INCHES ABOVE GROUND, IS 0.6 FOOT NORTH
 OS0510'OF THE SOUTH RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND ABOUT 18
 OS0510'INCHES LOWER THAN THE STATION.
 OS0510'
 OS0510'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED SEVEN
 OS0510'NO 2 1961 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 OS0510'PROJECTING 8 INCHES ABOVE GROUND, IS 0.7 FOOT NORTH OF THE
 OS0510'SOUTH RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND ABOUT 2 FEET
 OS0510'LOWER THAN THE STATION.
 OS0510'
 OS0510'THE AZIMUTH MARK, A STANDARD DISK STAMPED SEVEN 1961 SET IN
 OS0510'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 OS0510'8 INCHES ABOVE GROUND, IS 25.2 FEET WEST OF THE WEST GATE
 OS0510'POST AT THE ENTRANCE TO A FIELD, 2.7 FEET EAST OF A METAL WITNESS
 OS0510'SIGN, AND 0.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 OS0510'OF THE HIGHWAY AT A FENCE T INTERSECTION.  TO REACH THE
 OS0510'AZIMUTH MARK FROM THE STATION CONTINUE WEST ON U.S. HIGHWAY
 OS0510'16 FOR 0.5 MILE TO A DRIVEWAY CROSSING THE DITCH ON THE
 OS0510'RIGHT AND THE MARK.
 OS0510
 OS0510                          STATION RECOVERY (1962)
 OS0510
 OS0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0510'9.7 MI W FROM KADOKA.
 OS0510'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0510'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0510'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0510'40 AND 73, THENCE 1.5 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0510'HIGHWAY 40, ON THE CREST OF A HILL, 132 FEET SOUTH OF THE CENTER
 OS0510'LINE OF THE HIGHWAY, 18 FEET SOUTH OF AN EAST-WEST FENCE, ABOUT
 OS0510'10 FEET ABOVE THE LEVEL OF THE HIGHWAY, 5 FEET EAST OF A SECTION
 OS0510'LINE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0510'2-INCHES.
 OS0510
 OS0510                          STATION RECOVERY (1966)
 OS0510
 OS0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OS0510'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 OS0510'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION
 OS0510'OF INTERSTATE 90 SO A NEW MARK WAS ESTABLISHED TO THE NORTH OF THE
 OS0510'ORIGINAL AZIMUTH.  THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY 16
 OS0510'IS ALSO THE SOUTH RIGHT OF WAY OF THE NEW INTERSTATE SO THE
 OS0510'STATION AND REFERENCE MARKS WERE NOT IN THE WAY OF PLANNED
 OS0510'CONSTRUCTION.
 OS0510'
 OS0510'TO REACH THE STATION FROM KADOKA, FROM THE MAIN INTERSECTION
 OS0510'ON U.S. HIGHWAY 16 AT THE NORTH EDGE OF TOWN, GO WEST ON
 OS0510'U.S. 16 FOR 7.7 MILES TO JUNCTION WITH STATE HIGHWAY 73,
 OS0510'CONTINUE WEST FOR 1.5 MILES TO THE STATION ON THE LEFT.
 OS0510'
 OS0510'THE STATION IS 17.7 FEET SOUTH-SOUTHEAST OF A FENCE CORNER
 OS0510'AND 5.1 FEET EAST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS
 OS0510'ABOUT 5 INCHES AND THE DISK IS STAMPED SEVEN 1961.
 OS0510'
 OS0510'R.M. NO. 1 IS ABOUT 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY
 OS0510'OF THE HIGHWAY AND THE DISK IS STAMPED SEVEN NO 1 1961.
 OS0510'
 OS0510'R.M. NO. 2 IS ABOUT 1 FOOT NORTH OF THE RIGHT OF WAY FENCE
 OS0510'AND THE DISK IS STAMPED SEVEN NO 2 1961.
 OS0510'
 OS0510'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, ON THE NORTH
 OS0510'RIGHT OF WAY OF INTERSTATE 90, 1.5 FEET SOUTHWEST OF A
 OS0510'FENCE CORNER, 3 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 OS0510'SOUTH OF AN EAST-WEST FENCE.  MARK PROJECTS 3 INCHES AND
 OS0510'THE DISK IS STAMPED SEVEN 1961 AZ 2 1966 BM RESET.
 OS0510'
 OS0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 OS0510'MILES WEST OF KADOKA
 OS0510
 OS0510                          STATION RECOVERY (1966)
 OS0510
 OS0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0510'RECOVERED IN GOOD CONDITION.
 OS0510
 OS0510                          STATION RECOVERY (1985)
 OS0510
 OS0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0510'THE MARK IS 3.0 M ABOVE THE ROAD.
 OS0510'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.45 KM (8.4
 OS0510'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0510'KADOKA, 0.32 KM (0.2 MI) WEST OF MILEPOST 142, AT THE SUMMIT OF A
 OS0510'GRADE IN THE FRONTAGE ROAD, 97.7 METERS (320.5 FT) SOUTH ACROSS THE
 OS0510'FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE, 40.2 METERS (132
 OS0510'FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 11.3 METERS (37 FT)
 OS0510'SOUTHEAST OF RM 2, 9.3 METERS (30.5 FT) SOUTHWEST OF RM 1, 5.4 METERS
 OS0510'(18 FT) SOUTH OF A FENCE T JUNCTION AND 1.5 METERS (5 FT) EAST OF A
 OS0510'FENCE.
 OS0510'THE MARK IS 9.3 METERS  SW FROM  A WITNESS POST
 OS0510
 OS0510                          STATION RECOVERY (1991)
 OS0510
 OS0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0510'13.5 KM (8.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0510'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.3 KM (0.20 MI)
 OS0510'WEST OF MILEPOST 142, 97.4 M (319.6 FT) SOUTH OF THE CENTERLINE OF
 OS0510'THE EASTBOUND LANES OF THE HIGHWAY, 39.9 M (130.9 FT) SOUTH OF THE
 OS0510'CENTERLINE OF A FRONTAGE ROAD, 11.5 M (37.7 FT) SOUTHEAST OF
 OS0510'REFERENCE MARK 2, 9.2 M (30.2 FT) SOUTHWEST OF REFERENCE MARK 1, 9.1
 OS0510'M (29.9 FT) SOUTHWEST OF A WITNESS POST, 5.2 M (17.1 FT) SOUTH OF A
 OS0510'T-FENCE CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD, 1.5 M
 OS0510'(4.9 FT) EAST OF THE FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OS0510'ABOVE THE GROUND SURFACE.
 OS0510
 OS0510                          STATION RECOVERY (1991)
 OS0510
 OS0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0510'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) WEST OF KADOKA, 16.0 KM
 OS0510'(9.9 MI) EAST OF CACTUS FLAT, 24.1 KM (15.0 MI) SOUTH OF PHILIP, 0.32
 OS0510'KM (0.20 MI) WEST OF MILEPOST 142 AND ON THE SOUTH SIDE OF THE
 OS0510'EASTBOUND LANES OF INTERSTATE HIGHWAY 90. OWNERSHIP--UNKNOWN.
 OS0510'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OS0510'STATE HIGHWAY 73 NORTH (EXIT 143), GO SOUTH ON PAVED ROAD FOR 0.24 KM
 OS0510'(0.15 MI) TO THE FRONTAGE ROAD.  TURN RIGHT, WEST, ON FRONTAGE ROAD
 OS0510'FOR 2.49 KM (1.55 MI) TO THE STATION ON THE LEFT.
 OS0510'THE STATION IS LOCATED 39.9 M (130.9 FT) SOUTH FROM THE CENTER OF THE
 OS0510'FRONTAGE ROAD, 9.1 M (29.9 FT) SOUTHWEST FROM A WITNESS POST, 5.2 M
 OS0510'(17.1 FT) SOUTH FROM A TEE FENCE CORNER, 1.5 M (4.9 FT) EAST FROM A
 OS0510'FENCE, ABOUT 4.8 M (15.7 FT) ABOVE THE ROAD SURFACE AND PROJECTS 10
 OS0510'CM ABOVE GROUND.
 OS0510
 OS0510                          STATION RECOVERY (2013)
 OS0510
 OS0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0513 ***********************************************************************
 OS0513  DESIGNATION -  SEVEN AZ MK 2
 OS0513  PID         -  OS0513
 OS0513  STATE/COUNTY-  SD/JACKSON
 OS0513  COUNTRY     -  US
 OS0513  USGS QUAD   -  WETA (2017)
 OS0513
 OS0513                         *CURRENT SURVEY CONTROL
 OS0513  ______________________________________________________________________
 OS0513* NAD 83(1986) POSITION- 43 50 07.     (N) 101 42 05.     (W)   SCALED
 OS0513* NAVD 88 ORTHO HEIGHT -   765.275 (meters)     2510.74  (feet) ADJUSTED
 OS0513  ______________________________________________________________________
 OS0513  GEOID HEIGHT    -        -20.876 (meters)                     GEOID18
 OS0513  DYNAMIC HEIGHT  -        765.034 (meters)     2509.95  (feet) COMP
 OS0513  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 OS0513
 OS0513  VERT ORDER      -  FIRST     CLASS II
 OS0513
 OS0513.The horizontal coordinates were scaled from a map and have
 OS0513.an estimated accuracy of +/- 6 seconds.
 OS0513
 OS0513.The orthometric height was determined by differential leveling and
 OS0513.adjusted by the NATIONAL GEODETIC SURVEY
 OS0513.in September 1993.
 OS0513
 OS0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0513.GEOID18 height accuracy estimate available here.
 OS0513
 OS0513.Click photographs - Photos may exist for this station.
 OS0513
 OS0513.The dynamic height is computed by dividing the NAVD 88
 OS0513.geopotential number by the normal gravity value computed on the
 OS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0513.degrees latitude (g = 980.6199 gals.).
 OS0513
 OS0513.The modeled gravity was interpolated from observed gravity values.
 OS0513
 OS0513;                    North         East    Units  Estimated Accuracy
 OS0513;SPC SD S     -   167,760.      489,990.      MT  (+/- 180 meters Scaled)
 OS0513
 OS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP828571(NAD 83)
 OS0513
 OS0513                          SUPERSEDED SURVEY CONTROL
 OS0513
 OS0513  NAVD 88 (06/15/91)  765.265  (m)         2510.71   (f) SUPERSEDED  1 2
 OS0513
 OS0513.Superseded values are not recommended for survey control.
 OS0513
 OS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0513.See file dsdata.pdf to determine how the superseded data were derived.
 OS0513
 OS0513_MARKER: DZ = AZIMUTH MARK DISK
 OS0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0513_STAMPING: SEVEN 1961 AZ.2 1966 BM RESET
 OS0513_MARK LOGO: CGS
 OS0513_PROJECTION: FLUSH
 OS0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0513+STABILITY: SURFACE MOTION
 OS0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0513+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0513
 OS0513  HISTORY     - Date     Condition        Report By
 OS0513  HISTORY     - 1966     MONUMENTED       CGS
 OS0513  HISTORY     - 1985     GOOD             NGS
 OS0513  HISTORY     - 19910713 GOOD             NGS
 OS0513  HISTORY     - 20130116 GOOD             INDIV
 OS0513
 OS0513                          STATION DESCRIPTION
 OS0513
 OS0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OS0513'9.7 MI W FROM KADOKA.
 OS0513'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND INTERSTATE 90
 OS0513'FROM KADOKA TO THE JUNCTION WITH STATE HIGHWAY 73, THENCE WEST
 OS0513'ALONG INTERSTATE 90 FOR 2.0 MILES TO THE MARK ON THE RIGHT, ON
 OS0513'THE NORTH RIGHT OF WAY OF THE INTERSTATE, 1.5 FEET SOUTHWEST OF
 OS0513'A FENCE CORNER, 3 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 OS0513'SOUTH OF A FENCE, SET IN THE TO OF A CONCRETE POST PROJECTING
 OS0513'3 INCHES.
 OS0513
 OS0513                          STATION RECOVERY (1985)
 OS0513
 OS0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0513'THE MARK IS 1.9 M BELOW THE HIGHWAY.
 OS0513'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.3 KM (8.95
 OS0513'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0513'KADOKA, 0.45 KM (0.3 MI) EAST OF MILEPOST 141, 0.3 KM (0.2 MI) WEST OF
 OS0513'A HIGHWAY TENSION POWER LINE CROSSING, 29.4 METERS (96.5 FT) NORTH OF
 OS0513'THE WEST BOUND HIGHWAY CENTERLINE, 18.7 METERS (61.5 FT) WEST OF THE
 OS0513'NORTH POLE OF A POWER LINE CROSSING THE HIGHWAY, 0.5 METER (1.5 FT)
 OS0513'SOUTHWEST OF A FENCE T JUNCTION AND 0.3 METER (1 FT) SOUTH OF THE
 OS0513'RIGHT-OF-WAY FENCE.
 OS0513'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST
 OS0513
 OS0513                          STATION RECOVERY (1991)
 OS0513
 OS0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0513'14.3 KM (8.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0513'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.45 KM (0.25 MI)
 OS0513'EAST OF MILEPOST 141, 29.4 M (96.5 FT) NORTH OF THE CENTERLINE OF THE
 OS0513'WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 OS0513'HIGHWAY, 0.8 M (2.6 FT) EAST OF A WITNESS POST, 0.4 M (1.3 FT)
 OS0513'SOUTHEAST OF A T-FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE
 OS0513'GROUND SURFACE.
 OS0513
 OS0513                          STATION RECOVERY (2013)
 OS0513
 OS0513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0509 ***********************************************************************
 OS0509  DESIGNATION -  SEVEN RM 1
 OS0509  PID         -  OS0509
 OS0509  STATE/COUNTY-  SD/JACKSON
 OS0509  COUNTRY     -  US
 OS0509  USGS QUAD   -  WETA (2017)
 OS0509
 OS0509                         *CURRENT SURVEY CONTROL
 OS0509  ______________________________________________________________________
 OS0509* NAD 83(1986) POSITION- 43 50 06.39   (N) 101 41 27.48   (W)   HD_HELD1
 OS0509* NAVD 88 ORTHO HEIGHT -   800.229 (meters)     2625.42  (feet) ADJUSTED
 OS0509  ______________________________________________________________________
 OS0509  GEOID HEIGHT    -        -20.915 (meters)                     GEOID18
 OS0509  DYNAMIC HEIGHT  -        799.978 (meters)     2624.59  (feet) COMP
 OS0509  MODELED GRAVITY -    980,278.6   (mgal)                       NAVD 88
 OS0509
 OS0509  VERT ORDER      -  FIRST     CLASS II
 OS0509
 OS0509.The horizontal coordinates were determined by differentially corrected
 OS0509.hand held GPS observations or other comparable positioning techniques
 OS0509.and have an estimated accuracy of +/- 3 meters.
 OS0509
 OS0509.The orthometric height was determined by differential leveling and
 OS0509.adjusted by the NATIONAL GEODETIC SURVEY
 OS0509.in September 1993.
 OS0509
 OS0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0509.GEOID18 height accuracy estimate available here.
 OS0509
 OS0509.Click photographs - Photos may exist for this station.
 OS0509
 OS0509.The dynamic height is computed by dividing the NAVD 88
 OS0509.geopotential number by the normal gravity value computed on the
 OS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0509.degrees latitude (g = 980.6199 gals.).
 OS0509
 OS0509.The modeled gravity was interpolated from observed gravity values.
 OS0509
 OS0509;                    North         East    Units  Estimated Accuracy
 OS0509;SPC SD S     -   167,727.5     490,822.5     MT  (+/- 3 meters HH1 GPS) 
 OS0509
 OS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8365457078(NAD 83)
 OS0509
 OS0509                          SUPERSEDED SURVEY CONTROL
 OS0509
 OS0509  NAVD 88 (06/15/91)  800.139  (m)         2625.12   (f) SUPERSEDED  1 2
 OS0509  NGVD 29 (??/??/92)  799.688  (m)         2623.64   (f) ADJ UNCH    1 2
 OS0509
 OS0509.Superseded values are not recommended for survey control.
 OS0509
 OS0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0509.See file dsdata.pdf to determine how the superseded data were derived.
 OS0509
 OS0509_MARKER: DR = REFERENCE MARK DISK
 OS0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0509_STAMPING: SEVEN NO 1 1961
 OS0509_MARK LOGO: CGS
 OS0509_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0509+STABILITY: SURFACE MOTION
 OS0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0509+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0509
 OS0509  HISTORY     - Date     Condition        Report By
 OS0509  HISTORY     - 1961     MONUMENTED       CGS
 OS0509  HISTORY     - 1962     GOOD             CGS
 OS0509  HISTORY     - 1966     GOOD             CGS
 OS0509  HISTORY     - 1985     GOOD             NGS
 OS0509  HISTORY     - 19910713 GOOD             NGS
 OS0509  HISTORY     - 20130116 GOOD             INDIV
 OS0509
 OS0509                          STATION DESCRIPTION
 OS0509
 OS0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0509'9.7 MI W FROM KADOKA.
 OS0509'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0509'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0509'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0509'40 AND 73, THENCE 1.5 MILE WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0509'HIGHWAY 40, ON THE CREST OF A HILL, 113 FEET SOUTH OF THE CENTER
 OS0509'LINE OF THE HIGHWAY, 1 FOOT NORTH OF AN EAST-WEST FENCE, 30 FEET
 OS0509'EAST OF A SECTION LINE FENCE, ABOUT 10 FEET ABOVE THE LEVEL
 OS0509'OF THE HIGHWAY, 30.5 FEET NORTHEAST OF SEVEN 1961, AND SET IN
 OS0509'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 OS0509
 OS0509                          STATION RECOVERY (1966)
 OS0509
 OS0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0509'RECOVERED IN GOOD CONDITION.
 OS0509
 OS0509                          STATION RECOVERY (1985)
 OS0509
 OS0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0509'THE MARK IS 3.0 M ABOVE THE FRONTAGE ROAD.
 OS0509'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0509'NEW DESCRIPTION FOLLOWS.  13.45 KM (8.4 MI) WEST ALONG I-90 FROM THE
 OS0509'JUNCTION OF STATE HIGHWAY 73 SOUTH AT KADOKA, 0.32 KM (0.2 MI) WEST OF
 OS0509'MILEPOST 142, AT THE SUMMIT OF A GRADE IN THE FRONTAGE ROAD,
 OS0509'34.4 METERS (113 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD,
 OS0509'17.4 METERS (57 FT) EAST OF RM 2, 9.3 METERS (30.5 FT) NORTHEAST OF
 OS0509'THE STATION AND 0.3 METER (1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 OS0509'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0509
 OS0509                          STATION RECOVERY (1991)
 OS0509
 OS0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0509'13.5 KM (8.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0509'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.3 KM (0.20 MI)
 OS0509'WEST OF MILEPOST 142, 91.9 M (301.5 FT) SOUTH OF THE CENTERLINE OF
 OS0509'THE EASTBOUND LANES OF THE HIGHWAY, 34.7 M (113.8 FT) SOUTH OF THE
 OS0509'CENTERLINE OF A FRONTAGE ROAD, 17.6 M (57.7 FT) EAST OF REFERENCE
 OS0509'MARK 2, 9.2 M (30.2 FT) NORTHEAST OF TRIANGULATION STATION SEVEN, 9.2
 OS0509'M (30.2 FT) EAST OF A T-FENCE CORNER, 2.0 M (6.6 FT) ABOVE THE LEVEL
 OS0509'OF THE ROAD, 0.3 M (1.0 FT) EAST OF A WITNESS POST, 0.2 M (0.7 FT)
 OS0509'NORTH OF THE FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 OS0509'THE GROUND SURFACE.
 OS0509
 OS0509                          STATION RECOVERY (2013)
 OS0509
 OS0509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0511 ***********************************************************************
 OS0511  DESIGNATION -  SEVEN RM 2
 OS0511  PID         -  OS0511
 OS0511  STATE/COUNTY-  SD/JACKSON
 OS0511  COUNTRY     -  US
 OS0511  USGS QUAD   -  WETA (2017)
 OS0511
 OS0511                         *CURRENT SURVEY CONTROL
 OS0511  ______________________________________________________________________
 OS0511* NAD 83(1986) POSITION- 43 50 06.39   (N) 101 41 28.26   (W)   HD_HELD1
 OS0511* NAVD 88 ORTHO HEIGHT -   800.014 (meters)     2624.71  (feet) ADJUSTED
 OS0511  ______________________________________________________________________
 OS0511  GEOID HEIGHT    -        -20.914 (meters)                     GEOID18
 OS0511  DYNAMIC HEIGHT  -        799.763 (meters)     2623.89  (feet) COMP
 OS0511  MODELED GRAVITY -    980,278.6   (mgal)                       NAVD 88
 OS0511
 OS0511  VERT ORDER      -  FIRST     CLASS II
 OS0511
 OS0511.The horizontal coordinates were determined by differentially corrected
 OS0511.hand held GPS observations or other comparable positioning techniques
 OS0511.and have an estimated accuracy of +/- 3 meters.
 OS0511
 OS0511.The orthometric height was determined by differential leveling and
 OS0511.adjusted by the NATIONAL GEODETIC SURVEY
 OS0511.in September 1993.
 OS0511
 OS0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0511.GEOID18 height accuracy estimate available here.
 OS0511
 OS0511.Click photographs - Photos may exist for this station.
 OS0511
 OS0511.The dynamic height is computed by dividing the NAVD 88
 OS0511.geopotential number by the normal gravity value computed on the
 OS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0511.degrees latitude (g = 980.6199 gals.).
 OS0511
 OS0511.The modeled gravity was interpolated from observed gravity values.
 OS0511
 OS0511;                    North         East    Units  Estimated Accuracy
 OS0511;SPC SD S     -   167,727.8     490,805.1     MT  (+/- 3 meters HH1 GPS) 
 OS0511
 OS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8363657079(NAD 83)
 OS0511
 OS0511                          SUPERSEDED SURVEY CONTROL
 OS0511
 OS0511  NAVD 88 (06/15/91)  799.927  (m)         2624.43   (f) SUPERSEDED  1 2
 OS0511  NGVD 29 (??/??/92)  799.476  (m)         2622.95   (f) ADJ UNCH    1 2
 OS0511
 OS0511.Superseded values are not recommended for survey control.
 OS0511
 OS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0511.See file dsdata.pdf to determine how the superseded data were derived.
 OS0511
 OS0511_MARKER: DR = REFERENCE MARK DISK
 OS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0511_STAMPING: SEVEN NO 2 1961
 OS0511_MARK LOGO: CGS
 OS0511_PROJECTION: FLUSH
 OS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0511+STABILITY: SURFACE MOTION
 OS0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0511+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0511
 OS0511  HISTORY     - Date     Condition        Report By
 OS0511  HISTORY     - 1961     MONUMENTED       CGS
 OS0511  HISTORY     - 1966     GOOD             CGS
 OS0511  HISTORY     - 1985     GOOD             NGS
 OS0511  HISTORY     - 19910713 GOOD             NGS
 OS0511  HISTORY     - 20130116 GOOD             INDIV
 OS0511
 OS0511                          STATION DESCRIPTION
 OS0511
 OS0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0511'9.7 MI W FROM KADOKA.
 OS0511'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0511'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0511'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0511'40 AND 73, THENCE 1.5 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE
 OS0511'HIGHWAY 40, ON THE CREST OF A HILL, 113 FEET SOUTH OF THE CENTER
 OS0511'LINE OF THE HIGHWAY, 27 FEET WEST OF A SECTION LINE FENCE, ABOUT
 OS0511'10 FEET ABOVE THE LEVEL OF THE HIGHWAY, 1 FOOT NORTH OF AN
 OS0511'EAST-WEST FENCE, 36.8 FEET NORTHWEST OF SEVEN 1961, AND SET IN
 OS0511'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 OS0511
 OS0511                          STATION RECOVERY (1966)
 OS0511
 OS0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OS0511'RECOVERED IN GOOD CONDITION.
 OS0511
 OS0511                          STATION RECOVERY (1985)
 OS0511
 OS0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0511'THE MARK IS 3.0 M ABOVE THE FRONTAGE ROAD.
 OS0511'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0511'NEW DESCRIPTION FOLLOWS.  13.45 KM (8.4 MI) WEST ALONG I-90 FROM THE
 OS0511'JUNCTION OF STATE HIGHWAY 73 SOUTH AT KADOKA, 0.32 KM (0.2 MI) WEST OF
 OS0511'MILEPOST 142, AT THE SUMMIT OF A GRADE IN THE FRONTAGE ROAD,
 OS0511'34.4 METERS (113 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD,
 OS0511'17.4 METERS (57 FT) WEST OF RM 1, 11.3 METERS (37 FT) NORTHWEST OF THE
 OS0511'STATION, 8.2 METERS (27 FT) WEST OF A FENCE T JUNCTION AND 0.3 METER
 OS0511'(1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 OS0511'THE MARK IS 17.1 METERS  W FROM  A WITNESS POST
 OS0511
 OS0511                          STATION RECOVERY (1991)
 OS0511
 OS0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0511'13.5 KM (8.40 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0511'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.3 KM (0.20 MI)
 OS0511'WEST OF MILEPOST 142, 91.9 M (301.5 FT) SOUTH OF THE CENTERLINE OF
 OS0511'THE EASTBOUND LANES OF THE HIGHWAY, 34.7 M (113.8 FT) SOUTH OF THE
 OS0511'CENTERLINE OF A FRONTAGE ROAD, 17.6 M (57.7 FT) WEST OF REFERENCE
 OS0511'MARK 1, 11.5 M (37.7 FT) NORTHWEST OF TRIANGULATION STATION SEVEN,
 OS0511'8.4 M (27.6 FT) WEST OF A T-FENCE CORNER, 2.0 M (6.6 FT) ABOVE THE
 OS0511'LEVEL OF THE ROAD, 0.2 M (0.7 FT) NORTH OF THE FENCE, AND THE
 OS0511'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OS0511
 OS0511                          STATION RECOVERY (2013)
 OS0511
 OS0511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0388 ***********************************************************************
 QT0388  DESIGNATION -  SHADEHILL
 QT0388  PID         -  QT0388
 QT0388  STATE/COUNTY-  SD/PERKINS
 QT0388  COUNTRY     -  US
 QT0388  USGS QUAD   -  MEADOW NW (2017)
 QT0388
 QT0388                         *CURRENT SURVEY CONTROL
 QT0388  ______________________________________________________________________
 QT0388* NAD 83(1996) POSITION- 45 44 00.58685(N) 102 12 18.13098(W)   ADJUSTED
 QT0388* NAVD 88 ORTHO HEIGHT -   777.    (meters)     2549.    (feet) SCALED
 QT0388  ______________________________________________________________________
 QT0388  GEOID HEIGHT    -        -18.831 (meters)                     GEOID18
 QT0388  LAPLACE CORR    -         -6.99  (seconds)                    DEFLEC18
 QT0388  HORZ ORDER      -  SECOND
 QT0388
 QT0388.The horizontal coordinates were established by classical geodetic methods
 QT0388.and adjusted by the National Geodetic Survey in January 1998.
 QT0388
 QT0388.The orthometric height was scaled from a topographic map.
 QT0388
 QT0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0388.GEOID18 height accuracy estimate available here.
 QT0388
 QT0388.Click photographs - Photos may exist for this station.
 QT0388
 QT0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0388
 QT0388. The following values were computed from the NAD 83(1996) position.
 QT0388
 QT0388;                    North         East     Units Scale Factor Converg.
 QT0388;SPC SD N     -   213,496.715   428,391.905   MT  1.00001007   -1 33 38.1
 QT0388;SPC SD N     -   700,447.14  1,405,482.44   sFT  1.00001007   -1 33 38.1
 QT0388;UTM  13      - 5,068,237.406   717,455.075   MT  1.00018139   +2 00 08.1
 QT0388
 QT0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0388!SPC SD N     -   0.99988108  x   1.00001007  =   0.99989115
 QT0388!UTM  13      -   0.99988108  x   1.00018139  =   1.00006245
 QT0388
 QT0388:                Primary Azimuth Mark                     Grid Az
 QT0388:SPC SD N     -  SHADEHILL AZ MK                          131 41 51.5
 QT0388:UTM  13      -  SHADEHILL AZ MK                          128 08 05.3
 QT0388
 QT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1745568237(NAD 83)
 QT0388
 QT0388|---------------------------------------------------------------------|
 QT0388| PID    Reference Object                     Distance      Geod. Az  |
 QT0388|                                                           dddmmss.s |
 QT0388| CQ9462 SHADEHILL AZ MK                                    1300813.4 |
 QT0388| CQ9463 SHADEHILL RM 1                        8.229 METERS 28503     |
 QT0388| CQ9464 SHADEHILL RM 2                        9.815 METERS 34049     |
 QT0388|---------------------------------------------------------------------|
 QT0388
 QT0388                          SUPERSEDED SURVEY CONTROL
 QT0388
 QT0388  NAD 83(1986)-  45 44 00.57808(N)    102 12 18.12875(W) AD(       ) 2
 QT0388  NAD 27      -  45 44 00.59600(N)    102 12 16.56400(W) AD(       ) 2
 QT0388
 QT0388.Superseded values are not recommended for survey control.
 QT0388
 QT0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0388.See file dsdata.pdf to determine how the superseded data were derived.
 QT0388
 QT0388_MARKER: DS = TRIANGULATION STATION DISK
 QT0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0388_STAMPING: SHADEHILL 1952
 QT0388_MARK LOGO: CGS
 QT0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0388+STABILITY: SURFACE MOTION
 QT0388
 QT0388  HISTORY     - Date     Condition        Report By
 QT0388  HISTORY     - 1952     MONUMENTED       CGS
 QT0388
 QT0388                          STATION DESCRIPTION
 QT0388
 QT0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0388'THE STATION IS ON LAND OWNED BY THE U.S. GOVERNMENT, IN SECTION
 QT0388'36, T 21 N, R 15 E, ON THE SOUTHERN AND LOWER ONE OF TWO
 QT0388'PROMINENT BUTTES ABOUT 2-1/2 MILES SOUTH AND 1-1/4 MILES WEST
 QT0388'OF SHADEHILL AND 1 MILE SOUTH OF THE GRAND RIVER.
 QT0388'
 QT0388'TO REACH THE STATION FROM THE STEEL BRIDGE ACROSS THE GRAND
 QT0388'RIVER AT SHADEHILL, GO SOUTH ON STATE HIGHWAY 73 FOR 2.7 MILES
 QT0388'TO A WIRE GATE ON THE LEFT AND A CATTLE GUARD ON THE RIGHT,
 QT0388'TURN RIGHT (WEST) AND FOLLOW A BLADED ROAD FOR 0.5 MILE TO THE
 QT0388'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW, CONTINUE WESTERLY
 QT0388'ON THE BLADED ROAD FOR 0.6 MILE TO A Y-JUNCTION, TAKE THE
 QT0388'RIGHT ROAD (NORTH) FOR 0.1 MILE TO A WIRE GATE, GO THROUGH
 QT0388'GATE AND GO (NORTHEAST) UP STEEP SLOPE TO THE TOP AND STATION.
 QT0388'
 QT0388'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0388'SHADEHILL 1952.
 QT0388'
 QT0388'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0388'SHADEHILL NO 1 1952.
 QT0388'
 QT0388'REFERENCE MARK 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0388'SHADEHILL NO 2 1952.
 QT0388'
 QT0388'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF THE ROAD
 QT0388'AND 1.5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 QT0388'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SHADEHILL 1952.
 QT0388'
 QT0388'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0767 ***********************************************************************
 QS0767  DESIGNATION -  SHARP
 QS0767  PID         -  QS0767
 QS0767  STATE/COUNTY-  SD/DEWEY
 QS0767  COUNTRY     -  US
 QS0767  USGS QUAD   -  PROMISE (2017)
 QS0767
 QS0767                         *CURRENT SURVEY CONTROL
 QS0767  ______________________________________________________________________
 QS0767* NAD 83(1996) POSITION- 45 18 07.05061(N) 100 37 23.13122(W)   ADJUSTED
 QS0767* NAVD 88 ORTHO HEIGHT -   592.    (meters)     1942.    (feet) SCALED
 QS0767  ______________________________________________________________________
 QS0767  GEOID HEIGHT    -        -21.801 (meters)                     GEOID18
 QS0767  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 QS0767  HORZ ORDER      -  THIRD
 QS0767
 QS0767.The horizontal coordinates were established by classical geodetic methods
 QS0767.and adjusted by the National Geodetic Survey in January 1998.
 QS0767
 QS0767.The orthometric height was scaled from a topographic map.
 QS0767
 QS0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0767.GEOID18 height accuracy estimate available here.
 QS0767
 QS0767.Click photographs - Photos may exist for this station.
 QS0767
 QS0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0767
 QS0767. The following values were computed from the NAD 83(1996) position.
 QS0767
 QS0767;                    North         East     Units Scale Factor Converg.
 QS0767;SPC SD N     -   163,386.832   551,132.892   MT  0.99994867   -0 26 27.5
 QS0767;SPC SD N     -   536,044.96  1,808,175.16   sFT  0.99994867   -0 26 27.5
 QS0767;UTM  14      - 5,017,776.410   372,749.381   MT  0.99979910   -1 09 14.0
 QS0767
 QS0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0767!SPC SD N     -   0.99991055  x   0.99994867  =   0.99985922
 QS0767!UTM  14      -   0.99991055  x   0.99979910  =   0.99970967
 QS0767
 QS0767:                Primary Azimuth Mark                     Grid Az
 QS0767:SPC SD N     -  TT 11 JNF                                216 17 47.7
 QS0767:UTM  14      -  TT 11 JNF                                217 00 34.2
 QS0767
 QS0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7274917776(NAD 83)
 QS0767
 QS0767|---------------------------------------------------------------------|
 QS0767| PID    Reference Object                     Distance      Geod. Az  |
 QS0767|                                                           dddmmss.s |
 QS0767| CO6103 SHARP RM 1                           14.243 METERS 16851     |
 QS0767| CO6285 TT 11 JNF                                          2155120.2 |
 QS0767| CO6104 SHARP RM 2                           12.234 METERS 34822     |
 QS0767|---------------------------------------------------------------------|
 QS0767
 QS0767                          SUPERSEDED SURVEY CONTROL
 QS0767
 QS0767  NAD 83(1986)-  45 18 07.04281(N)    100 37 23.13056(W) AD(       ) 3
 QS0767  NAD 27      -  45 18 07.06800(N)    100 37 21.62000(W) AD(       ) 3
 QS0767
 QS0767.Superseded values are not recommended for survey control.
 QS0767
 QS0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0767.See file dsdata.pdf to determine how the superseded data were derived.
 QS0767
 QS0767_MARKER: DS = TRIANGULATION STATION DISK
 QS0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0767_STAMPING: SHARP 1952
 QS0767_MARK LOGO: CGS
 QS0767_PROJECTION: FLUSH
 QS0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0767+STABILITY: SURFACE MOTION
 QS0767
 QS0767  HISTORY     - Date     Condition        Report By
 QS0767  HISTORY     - 1952     MONUMENTED       CGS
 QS0767
 QS0767                          STATION DESCRIPTION
 QS0767
 QS0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0767'THE STATION IS IN SECTION 31, T 16 N, R 29 E, ABOUT 2 MILES
 QS0767'SOUTH AND 1 MILE WEST OF PROMISE, ABOUT 1-1/2 MILES WEST OF
 QS0767'VIRGIN CREEK, AND 6 FEET NORTH-NORTHEAST OF A WHITE 4 IN
 QS0767'X 4 IN WITNESS POST.
 QS0767'
 QS0767'TO REACH THE STATION FROM THE T-INTERSECTION JUST SOUTH OF THE
 QS0767'RAILROAD STATION AT PROMISE, GO SOUTH ON TRACK ROAD FOR 0.1
 QS0767'MILE TO A STEEL BRIDGE, CROSS BRIDGE AND CONTINUE ON MAIN
 QS0767'TRAVELED TRACK ROAD WESTERLY FOR 0.7 MILE TO A CATTLE GUARD,
 QS0767'CROSS CATTLE GUARD AND GO SOUTH ALONG WEST SIDE OF WIRE FENCE
 QS0767'ON TRACK ROAD FOR 0.8 MILE TO ANOTHER CATTLE GUARD, CROSS
 QS0767'CATTLE GUARD AND CONTINUE SOUTHERLY ON MAIN TRACK ROAD FOR
 QS0767'1.2 MILES TO A DIM TRACK ROAD LEFT, TURN LEFT AND FOLLOW
 QS0767'DIM TRACKS EASTERLY FOR 0.25 MILE TO THE TOP OF THE RIDGE AND
 QS0767'THE STATION.
 QS0767'
 QS0767'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON DIM
 QS0767'TRACKS TOWARD MAIN ROAD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT,
 QS0767'TURN SHARP LEFT AND FOLLOW DIM TRACKS SOUTHERLY FOR 0.4 MILE
 QS0767'TO A GATE IN AN EAST-WEST FENCE AND THE AZIMUTH MARK AS DESCRIBED
 QS0767'BELOW.
 QS0767'
 QS0767'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QS0767'STAMPED SHARP 1952.
 QS0767'
 QS0767'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND THE
 QS0767'DISK IS STAMPED SHARP NO 1 1952.
 QS0767'
 QS0767'REFERENCE MARK NO. 2 PROJECTS 12 INCH, AND THE DISK IS STAMPED
 QS0767'SHARP NO 2 1952.
 QS0767'
 QS0767'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QS0767'STAMPED TT 11 JNF 1754 1948.  IT IS 333 FEET WEST OF A WIRE
 QS0767'GATE, 33 FEET SOUTH OF A WIRE FENCE, AND 3 FEET EAST OF A
 QS0767'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS SET IN THE
 QS0767'TOP OF AN 8 IN X 8 IN CONCRETE POST PROJECTING 3 INCHES.
 QS0767'
 QS0767'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0774 ***********************************************************************
 OT0774  DESIGNATION -  SHEEP
 OT0774  PID         -  OT0774
 OT0774  STATE/COUNTY-  SD/SHANNON
 OT0774  COUNTRY     -  US
 OT0774  USGS QUAD   -  SHEEP MOUNTAIN TABLE (2017)
 OT0774
 OT0774                         *CURRENT SURVEY CONTROL
 OT0774  ______________________________________________________________________
 OT0774* NAD 83(1996) POSITION- 43 40 40.03494(N) 102 33 24.86212(W)   ADJUSTED
 OT0774* NAVD 88 ORTHO HEIGHT -   998.    (meters)     3274.    (feet) SCALED
 OT0774  ______________________________________________________________________
 OT0774  GEOID HEIGHT    -        -18.196 (meters)                     GEOID18
 OT0774  LAPLACE CORR    -         -8.08  (seconds)                    DEFLEC18
 OT0774  HORZ ORDER      -  FIRST
 OT0774
 OT0774.The horizontal coordinates were established by classical geodetic methods
 OT0774.and adjusted by the National Geodetic Survey in January 1998.
 OT0774
 OT0774.The orthometric height was scaled from a topographic map.
 OT0774
 OT0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0774.GEOID18 height accuracy estimate available here.
 OT0774
 OT0774.Click photographs - Photos may exist for this station.
 OT0774
 OT0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0774
 OT0774. The following values were computed from the NAD 83(1996) position.
 OT0774
 OT0774;                    North         East     Units Scale Factor Converg.
 OT0774;SPC SD S     -   151,757.049   420,731.381   MT  0.99990741   -1 32 02.2
 OT0774;SPC SD S     -   497,889.58  1,380,349.54   sFT  0.99990741   -1 32 02.2
 OT0774;UTM  13      - 4,838,986.891   696,932.635   MT  1.00007705   +1 41 15.9
 OT0774
 OT0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0774!SPC SD S     -   0.99984631  x   0.99990741  =   0.99975373
 OT0774!UTM  13      -   0.99984631  x   1.00007705  =   0.99992335
 OT0774
 OT0774:                Primary Azimuth Mark                     Grid Az
 OT0774:SPC SD S     -  SHEEP AZ MK                              288 59 01.2
 OT0774:UTM  13      -  SHEEP AZ MK                              285 45 43.1
 OT0774
 OT0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9693238986(NAD 83)
 OT0774
 OT0774|---------------------------------------------------------------------|
 OT0774| PID    Reference Object                     Distance      Geod. Az  |
 OT0774|                                                           dddmmss.s |
 OT0774| CQ4895 SHEEP RM 1                           38.627 METERS 05423     |
 OT0774| CQ4894 SHEEP AZ MK                                        2872659.0 |
 OT0774| CQ4896 SHEEP RM 2                           25.189 METERS 29027     |
 OT0774|---------------------------------------------------------------------|
 OT0774
 OT0774                          SUPERSEDED SURVEY CONTROL
 OT0774
 OT0774  NAD 83(1995)-  43 40 40.03128(N)    102 33 24.86145(W) AD(       ) 1
 OT0774  NAD 83(1993)-  43 40 40.02519(N)    102 33 24.86411(W) AD(       ) 1
 OT0774  NAD 83(1986)-  43 40 40.02316(N)    102 33 24.86830(W) AD(       ) 1
 OT0774  NAD 27      -  43 40 40.05540(N)    102 33 23.23330(W) AD(       ) 1
 OT0774
 OT0774.Superseded values are not recommended for survey control.
 OT0774
 OT0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0774.See file dsdata.pdf to determine how the superseded data were derived.
 OT0774
 OT0774_MARKER: DS = TRIANGULATION STATION DISK
 OT0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0774_STAMPING: SHEEP 1936
 OT0774_MARK LOGO: CGS
 OT0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0774+STABILITY: SURFACE MOTION
 OT0774
 OT0774  HISTORY     - Date     Condition        Report By
 OT0774  HISTORY     - 1936     MONUMENTED       CGS
 OT0774
 OT0774                          STATION DESCRIPTION
 OT0774
 OT0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0774'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH AND WEST OF
 OT0774'SCENIC, ON THE TOP OF A LARGE MESA IN THE SOUTHEAST CORNER,
 OT0774'ON LAND THAT PROJECTS SLIGHTLY FROM THE OTHER PART OF THE
 OT0774'MESA, IN SEC. 21, T. 43 N., R. 44 W.
 OT0774'
 OT0774'TO REACH THE STATION FROM SCENIC, GO SOUTH FROM THE MAIN
 OT0774'INTERSECTION IN THE VILLAGE FOR 1.5 MILES TO A ROAD ON THE
 OT0774'RIGHT, GO WEST AND SOUTH ON THIS ROAD (THE ROAD IS NOW UNDER
 OT0774'CONSTRUCTION AND THE LOCATION WILL BE SLIGHTLY CHANGED) FOR
 OT0774'6.2 MILES TO A GATE IN THE FRONT OF ERNEST JURISCHS HOUSE,
 OT0774'PASS THROUGH THIS GATE AND GO SOUTH ON A DIM ROAD 0.7 MILE
 OT0774'TO ANOTHER GATE, PASS THROUGH GATE AND GO SOUTH AND EAST
 OT0774'0.5 MILE TO Y-ROADS, BEAR LEFT AND GO 0.3 MILE, HERE LEAVE
 OT0774'THE ROAD AND GO EAST ACROSS OPEN FIELD 0.6 MILE TO THE
 OT0774'SOUTHEAST CORNER OF MESA AND THE STATION.
 OT0774'
 OT0774'AZIMUTH MARK IS LOCATED ABOUT 1/4 MILE WEST OF THE STATION,
 OT0774'ON THE SOUTHERN EDGE OF THE MESA, ON GROUND THAT PROTRUDES
 OT0774'SLIGHTLY SOUTH OF THE MESA.  THE POINT IS A LITTLE HIGHER
 OT0774'THAN THE SURROUNDING GROUND.
 OT0774'
 OT0774'REFERENCE MARK NO. 1 IS 126.73 FEET NORTHEAST OF THE STATION.
 OT0774'
 OT0774'REFERENCE MARK NO. 2 IS 82.64 FEET WEST OF THE STATION.
 OT0774'
 OT0774'ALL LINES WERE SEEN FROM THIS STATION FROM A 90-FOOT TOWER.
 OT0774'
 OT0774'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0774'BRONZE DISKS SET IN CONCRETE.
 OT0774'
 OT0774'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2260 ***********************************************************************
 PU2260  DESIGNATION -  SHEEP
 PU2260  PID         -  PU2260
 PU2260  STATE/COUNTY-  SD/BUTTE
 PU2260  COUNTRY     -  US
 PU2260  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU2260
 PU2260                         *CURRENT SURVEY CONTROL
 PU2260  ______________________________________________________________________
 PU2260* NAD 83(1996) POSITION- 44 53 28.80576(N) 103 08 41.29477(W)   ADJUSTED
 PU2260* NAVD 88 ORTHO HEIGHT -   884.    (meters)     2900.    (feet) SCALED
 PU2260  ______________________________________________________________________
 PU2260  GEOID HEIGHT    -        -16.993 (meters)                     GEOID18
 PU2260  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 PU2260  HORZ ORDER      -  SECOND
 PU2260
 PU2260.The horizontal coordinates were established by classical geodetic methods
 PU2260.and adjusted by the National Geodetic Survey in January 1998.
 PU2260
 PU2260.The orthometric height was scaled from a topographic map.
 PU2260
 PU2260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2260.GEOID18 height accuracy estimate available here.
 PU2260
 PU2260.Click photographs - Photos may exist for this station.
 PU2260
 PU2260.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2260
 PU2260. The following values were computed from the NAD 83(1996) position.
 PU2260
 PU2260;                    North         East     Units Scale Factor Converg.
 PU2260;SPC SD N     -   122,391.606   351,650.545   MT  0.99994299   -2 13 32.5
 PU2260;SPC SD N     -   401,546.46  1,153,706.83   sFT  0.99994299   -2 13 32.5
 PU2260;UTM  13      - 4,972,553.350   646,494.066   MT  0.99986389   +1 18 34.4
 PU2260
 PU2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2260!SPC SD N     -   0.99986401  x   0.99994299  =   0.99980700
 PU2260!UTM  13      -   0.99986401  x   0.99986389  =   0.99972791
 PU2260
 PU2260:                Primary Azimuth Mark                     Grid Az
 PU2260:SPC SD N     -  SHEEP AZ MK                              202 21 52.1
 PU2260:UTM  13      -  SHEEP AZ MK                              198 49 45.2
 PU2260
 PU2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4649472553(NAD 83)
 PU2260
 PU2260|---------------------------------------------------------------------|
 PU2260| PID    Reference Object                     Distance      Geod. Az  |
 PU2260|                                                           dddmmss.s |
 PU2260| CQ4897 SHEEP AZ MK                                        2000819.6 |
 PU2260| CQ4898 SHEEP RM 1                            8.505 METERS 21218     |
 PU2260| CQ4899 SHEEP RM 2                            8.327 METERS 30418     |
 PU2260|---------------------------------------------------------------------|
 PU2260
 PU2260                          SUPERSEDED SURVEY CONTROL
 PU2260
 PU2260  NAD 83(1993)-  44 53 28.79906(N)    103 08 41.29320(W) AD(       ) 2
 PU2260  NAD 83(1986)-  44 53 28.79612(N)    103 08 41.29069(W) AD(       ) 2
 PU2260  NAD 27      -  44 53 28.84000(N)    103 08 39.64900(W) AD(       ) 2
 PU2260
 PU2260.Superseded values are not recommended for survey control.
 PU2260
 PU2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2260.See file dsdata.pdf to determine how the superseded data were derived.
 PU2260
 PU2260_MARKER: DS = TRIANGULATION STATION DISK
 PU2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2260_STAMPING: SHEEP 1951
 PU2260_MARK LOGO: CGS
 PU2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2260+STABILITY: SURFACE MOTION
 PU2260
 PU2260  HISTORY     - Date     Condition        Report By
 PU2260  HISTORY     - 1951     MONUMENTED       CGS
 PU2260  HISTORY     - 1962     GOOD             CGS
 PU2260  HISTORY     - 1973     GOOD             USGS
 PU2260
 PU2260                          STATION DESCRIPTION
 PU2260
 PU2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2260'THE STATION IS LOCATED ON A PROMINENT KNOLL, ABOUT 18 MILES NORTHEAST
 PU2260'OF NEWELL, IN THE NORTHEAST 1/4 SECTION 28, T 11 N, R 8 E,
 PU2260'AND ON LAND OWNED BY GEORGE A. SHERIDAN.
 PU2260'
 PU2260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND
 PU2260'U.S. HIGHWAY 212 AT THE NORTH EDGE OF NEWELL, GO EAST ON HIGHWAY
 PU2260'212 FOR 3.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH AND
 PU2260'NORTHEAST ON THE MAIN GRADED ROAD FOR 11.7 MILES TO A
 PU2260'WELL-TRAVELED TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE
 PU2260'MAIN TRACK ROAD EASTERLY FOR 4.85 MILES TO A FORK.  BEAR LEFT AND
 PU2260'FOLLOW THE MAIN ROAD NORTHEASTERLY FOR 6.0 MILES TO A CROSS
 PU2260'TRACK ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PU2260'NORTHEAST FOR 0.3 MILE TO A FORK.  BEAR LEFT AND GO NORTH ON
 PU2260'DIM TRACK ROAD FOR 0.5 MILE TO THE TOP OF THE KNOLL AND THE
 PU2260'STATION.
 PU2260'
 PU2260'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED SHEEP
 PU2260'1951.
 PU2260'
 PU2260'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2260'SHEEP NO 1 1951.
 PU2260'
 PU2260'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2260'SHEEP NO 2 1951.
 PU2260'
 PU2260'THE AZIMUTH MARK IS 48 FEET NORTHEAST OF THE CENTER OF AN
 PU2260'INTERSECTION AND 42 FEET EAST OF THE CENTER OF A TRACK ROAD.
 PU2260'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED SHEEP 1951.
 PU2260'
 PU2260'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2260'CYLINDERS.
 PU2260
 PU2260                          STATION RECOVERY (1962)
 PU2260
 PU2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2260'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 PU2260'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PU2260'
 PU2260'THE STATION IS LOCATED ON A PROMINENT KNOLL ABOUT 16 MILES
 PU2260'NORTHEAST OF NEWELL AND IN THE NORTHEAST 1/4 OF SEC. 28, T 11 N,
 PU2260'R 8 E.
 PU2260'
 PU2260'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2260'STATE HIGHWAY 79 IN THE NORTHEAST CORNER OF NEWELL.  GO EAST
 PU2260'AND NORTHEAST ON U.S. HIGHWAY 212 FOR 16.25 MILES TO A ROAD
 PU2260'LEFT AT SIGN TWILIGHT RD.  TURN LEFT AND GO NORTH ON GRAVELED
 PU2260'ROAD FOR 2.90 MILES TO A WIRE GATE ON THE LEFT AND A TRACK ROAD
 PU2260'ON THE RIGHT AT THE SUMMIT OF A LOW HILL.  TURN RIGHT AND GO
 PU2260'EAST-SOUTHEAST ON TRACK ROAD FOR 1.15 MILES TO THE TOP OF A
 PU2260'LOW HILL AND A FORK AT SCATTERED DEBRIES OF AN OLD CAMP.  TAKE
 PU2260'THE LEFT FORK AND GO EAST-NORTHEAST AND NORTHEAST ON TRACK ROAD
 PU2260'FOR 0.65 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE NORTHEAST
 PU2260'ON TRACK ROAD FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND
 PU2260'GO NORTH ON TRACK ROAD 0.4 MILE TO TOP OF HILL AND STATION.
 PU2260'
 PU2260'THE STATION MARK IS A STANDARD DISK STAMPED
 PU2260'SHEEP 1951 SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN
 PU2260'DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 PU2260'
 PU2260'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED
 PU2260'SHEEP NO 1 1951 SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN
 PU2260'DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 PU2260'
 PU2260'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED
 PU2260'SHEEP NO 2 1951 SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES
 PU2260'IN DIAMETER AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 PU2260'
 PU2260'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHEEP 1951
 PU2260'SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER AND
 PU2260'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 22 FEET SOUTHEAST
 PU2260'OF THE TRACK ROAD LEADING TO THE STATION.
 PU2260'
 PU2260'DESCRIBED BY--WV MAST.
 PU2260
 PU2260                          STATION RECOVERY (1973)
 PU2260
 PU2260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WJC)
 PU2260'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 212 AND STATE
 PU2260'HWY. 79 IN THE NORTH EDGE OF NEWELL.  GO EAST AND NORTHEAST ON
 PU2260'U.S. HWY. 212 FOR 15.3 MI TO A GRAVEL RD. LEFT AT SIGN TWILIGHT
 PU2260'RD.  TURN LEFT AND GO NORTH ON GRAVEL RD. FOR 2.90 MI TO A WIRE
 PU2260'GATE ON THE LEFT AND A TRACK RD. ON THE RIGHT AT THE SUMMIT OF
 PU2260'A LOW HILL.  TURN RIGHT AND GO EAST-SOUTHEAST ON TRACK RD. FOR
 PU2260'1.15 MI TO THE TOP OF A LOW HILL AT SCATTERED DEBRIES OF AN
 PU2260'OLD CAMP.  TURN LEFT AND GO EAST ALONG A FENCE FOR 0.3 MI TO A
 PU2260'T-FENCE.  TURN LEFT AND GO NORTH FOR 0.1 MI TO A WIRE GATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0538 ***********************************************************************
 QT0538  DESIGNATION -  SHEEP MTN
 QT0538  PID         -  QT0538
 QT0538  STATE/COUNTY-  SD/HARDING
 QT0538  COUNTRY     -  US
 QT0538  USGS QUAD   -  MCKENZIE BUTTE (2017)
 QT0538
 QT0538                         *CURRENT SURVEY CONTROL
 QT0538  ______________________________________________________________________
 QT0538* NAD 83(1996) POSITION- 45 39 47.26495(N) 103 36 46.18791(W)   ADJUSTED
 QT0538* NAVD 88 ORTHO HEIGHT -  1068.    (meters)     3504.    (feet) SCALED
 QT0538  ______________________________________________________________________
 QT0538  GEOID HEIGHT    -        -15.833 (meters)                     GEOID18
 QT0538  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 QT0538  HORZ ORDER      -  SECOND
 QT0538
 QT0538.The horizontal coordinates were established by classical geodetic methods
 QT0538.and adjusted by the National Geodetic Survey in January 1998.
 QT0538
 QT0538.The orthometric height was scaled from a topographic map.
 QT0538
 QT0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0538.GEOID18 height accuracy estimate available here.
 QT0538
 QT0538.Click photographs - Photos may exist for this station.
 QT0538
 QT0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0538
 QT0538. The following values were computed from the NAD 83(1996) position.
 QT0538
 QT0538;                    North         East     Units Scale Factor Converg.
 QT0538;SPC SD N     -   209,619.889   318,539.291   MT  0.99999616   -2 33 25.0
 QT0538;SPC SD N     -   687,727.92  1,045,074.32   sFT  0.99999616   -2 33 25.0
 QT0538;UTM  13      - 5,057,555.655   608,061.529   MT  0.99974356   +0 59 32.1
 QT0538
 QT0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0538!SPC SD N     -   0.99983515  x   0.99999616  =   0.99983131
 QT0538!UTM  13      -   0.99983515  x   0.99974356  =   0.99957875
 QT0538
 QT0538:                Primary Azimuth Mark                     Grid Az
 QT0538:SPC SD N     -  SHEEP MTN AZ MK                          309 24 26.0
 QT0538:UTM  13      -  SHEEP MTN AZ MK                          305 51 28.9
 QT0538
 QT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0806157555(NAD 83)
 QT0538
 QT0538|---------------------------------------------------------------------|
 QT0538| PID    Reference Object                     Distance      Geod. Az  |
 QT0538|                                                           dddmmss.s |
 QT0538| CQ9476 SHEEP MTN RM 1                        5.935 METERS 08541     |
 QT0538| QT0537 SHEEP MTN ROCK CAIRN                  6.830 METERS 09027     |
 QT0538| QT0543 BUFFALO GRAND RIVER LUTH CH         APPROX.10.1 KM 1480428.7 |
 QT0538| CQ9475 SHEEP MTN AZ MK                                    3065101.0 |
 QT0538| CQ9477 SHEEP MTN RM 2                        7.050 METERS 32946     |
 QT0538|---------------------------------------------------------------------|
 QT0538
 QT0538                          SUPERSEDED SURVEY CONTROL
 QT0538
 QT0538  NAD 83(1993)-  45 39 47.25463(N)    103 36 46.18383(W) AD(       ) 2
 QT0538  NAD 83(1986)-  45 39 47.25224(N)    103 36 46.17969(W) AD(       ) 2
 QT0538  NAD 27      -  45 39 47.26100(N)    103 36 44.47800(W) AD(       ) 2
 QT0538
 QT0538.Superseded values are not recommended for survey control.
 QT0538
 QT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0538.See file dsdata.pdf to determine how the superseded data were derived.
 QT0538
 QT0538_MARKER: DS = TRIANGULATION STATION DISK
 QT0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QT0538_STAMPING: SHEEP MTN 1952
 QT0538_MARK LOGO: CGS
 QT0538_MAGNETIC: P = MARKER IS A STEEL PIPE
 QT0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0538
 QT0538  HISTORY     - Date     Condition        Report By
 QT0538  HISTORY     - 1952     MONUMENTED       CGS
 QT0538
 QT0538                          STATION DESCRIPTION
 QT0538
 QT0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0538'THE STATION IS IN SECTION 27, T 20 N, R 4 E, ON THE SUMMIT OF
 QT0538'A HIGH LONE BUTTE, LOCALLY KNOWN AS SHEEP MOUNTAIN AND ABOUT
 QT0538'5-3/4 MILES NORTH AND 3 MILES WEST OF BUFFALO.
 QT0538'
 QT0538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0538'STATE HIGHWAY 8 IN BUFFALO, GO NORTH ON U.S. HIGHWAY 85 FOR
 QT0538'0.45 MILE TO A POINT WHERE THE HIGHWAY TURNS TO THE RIGHT AND
 QT0538'A DIRT ROAD CONTINUES STRAIGHT AHEAD, CONTINUE NORTH ON THE
 QT0538'DIRT ROAD FOR 7.9 MILES TO A CHURCH ON THE RIGHT, CONTINUE FOR
 QT0538'0.15 MILE TO A Y-JUNCTION, TAKE THE LEFT ROAD (WEST) AND GO FOR
 QT0538'2.6 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 QT0538'ON THE MAIN ROAD FOR 0.65 MILE TO A TRACK ROAD ON THE LEFT,
 QT0538'TURN LEFT (SOUTH) AND GO ON THE TRACK ROAD FOR 0.2 MILE TO
 QT0538'SOME DESERTED FARM BUILDINGS ON THE LEFT, CONTINUE (WEST AND
 QT0538'SOUTH) ON THE TRACK ROAD FOR 0.5 MILE TO A GATE, GO THROUGH
 QT0538'GATE AND CONTINUE FOR 0.3 MILE TO A DIM TRACK ROAD ON THE
 QT0538'LEFT, TURN LEFT (SOUTHERLY) AND FOLLOW THE TRACK ROAD (PASSING
 QT0538'TO THE LEFT OF A HIGH ROCKY BUTTE) FOR 0.85 MILE TO THE
 QT0538'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3
 QT0538'MILE TO A WINDMILL, GO SOUTHEAST ACROSS PASTURE LAND FOR 0.35
 QT0538'MILE TO THE END OF TRUCK TRAVEL AT THE NORTHWEST BASE OF
 QT0538'THE BUTTE.  PACK SOUTH AND EAST UP STEEP SLOPE TO THE SUMMIT
 QT0538'AND STATION.  A 25 MINUTE PACK.
 QT0538'
 QT0538'THE STATION IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 QT0538'CAST IRON PIPE.  THE PIPE PROJECTS 10 INCHES AND THE DISK IS
 QT0538'STAMPED SHEEP MTN 1952.
 QT0538'
 QT0538'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 QT0538'CAST IRON PIPE.  THE PIPE PROJECTS 5 INCHES AND THE DISK IS
 QT0538'STAMPED SHEEP MTN NO 1 1952.
 QT0538'
 QT0538'REFERENCE MARK 2 IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 QT0538'CAST IRON PIPE.  THE PIPE PROJECTS 5 INCHES AND THE DISK IS
 QT0538'STAMPED SHEEP MTN NO 2 1952.
 QT0538'
 QT0538'THE AZIMUTH MARK IS 9 FEET WEST OF THE CENTER OF THE TRACK ROAD
 QT0538'AND 2 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 QT0538'PROJECTS 5 INCHES AND THE DISK IS STAMPED SHEEP MTN 1952.
 QT0538'
 QT0538'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0537 ***********************************************************************
 QT0537  DESIGNATION -  SHEEP MTN ROCK CAIRN
 QT0537  PID         -  QT0537
 QT0537  STATE/COUNTY-  SD/HARDING
 QT0537  COUNTRY     -  US
 QT0537  USGS QUAD   -  MCKENZIE BUTTE (2017)
 QT0537
 QT0537                         *CURRENT SURVEY CONTROL
 QT0537  ______________________________________________________________________
 QT0537* NAD 83(1996) POSITION- 45 39 47.26322(N) 103 36 45.87242(W)   ADJUSTED
 QT0537* NAVD 88 ORTHO HEIGHT -  1068.    (meters)     3504.    (feet) SCALED
 QT0537  ______________________________________________________________________
 QT0537  GEOID HEIGHT    -        -15.833 (meters)                     GEOID18
 QT0537  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 QT0537  HORZ ORDER      -  SECOND
 QT0537
 QT0537.The horizontal coordinates were established by classical geodetic methods
 QT0537.and adjusted by the National Geodetic Survey in January 1998.
 QT0537
 QT0537.The orthometric height was scaled from a topographic map.
 QT0537
 QT0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0537.GEOID18 height accuracy estimate available here.
 QT0537
 QT0537.Click photographs - Photos may exist for this station.
 QT0537
 QT0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0537
 QT0537. The following values were computed from the NAD 83(1996) position.
 QT0537
 QT0537;                    North         East     Units Scale Factor Converg.
 QT0537;SPC SD N     -   209,619.531   318,546.111   MT  0.99999616   -2 33 24.8
 QT0537;SPC SD N     -   687,726.74  1,045,096.70   sFT  0.99999616   -2 33 24.8
 QT0537;UTM  13      - 5,057,555.720   608,068.357   MT  0.99974358   +0 59 32.4
 QT0537
 QT0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0537!SPC SD N     -   0.99983515  x   0.99999616  =   0.99983131
 QT0537!UTM  13      -   0.99983515  x   0.99974358  =   0.99957877
 QT0537
 QT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0806857555(NAD 83)
 QT0537
 QT0537                          SUPERSEDED SURVEY CONTROL
 QT0537
 QT0537  NAD 83(1993)-  45 39 47.25290(N)    103 36 45.86834(W) AD(       ) 2
 QT0537  NAD 83(1986)-  45 39 47.25051(N)    103 36 45.86420(W) AD(       ) 2
 QT0537  NAD 27      -  45 39 47.26000(N)    103 36 44.16000(W) AD(       ) 2
 QT0537
 QT0537.Superseded values are not recommended for survey control.
 QT0537
 QT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0537.See file dsdata.pdf to determine how the superseded data were derived.
 QT0537
 QT0537_MARKER: 72 = CAIRN
 QT0537
 QT0537  HISTORY     - Date     Condition        Report By
 QT0537  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0537
 QT0537                          STATION DESCRIPTION
 QT0537
 QT0537'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0833 ***********************************************************************
 PR0833  DESIGNATION -  SHERIDAN
 PR0833  PID         -  PR0833
 PR0833  STATE/COUNTY-  SD/CODINGTON
 PR0833  COUNTRY     -  US
 PR0833  USGS QUAD   -  WATERTOWN SE (2017)
 PR0833
 PR0833                         *CURRENT SURVEY CONTROL
 PR0833  ______________________________________________________________________
 PR0833* NAD 83(1996) POSITION- 44 51 07.69694(N) 097 06 30.19471(W)   ADJUSTED
 PR0833* NAVD 88 ORTHO HEIGHT -   550.00  (+/-2cm)     1804.5   (feet) VERTCON3
 PR0833  ______________________________________________________________________
 PR0833  GEOID HEIGHT    -        -25.068 (meters)                     GEOID18
 PR0833  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 PR0833  HORZ ORDER      -  FIRST
 PR0833  VERT ORDER      -  THIRD ? (See Below)
 PR0833
 PR0833.The horizontal coordinates were established by classical geodetic methods
 PR0833.and adjusted by the National Geodetic Survey in January 1998.
 PR0833
 PR0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0833
 PR0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0833.GEOID18 height accuracy estimate available here.
 PR0833
 PR0833.The vertical order pertains to the NGVD 29 superseded value.
 PR0833
 PR0833.Click photographs - Photos may exist for this station.
 PR0833
 PR0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0833
 PR0833. The following values were computed from the NAD 83(1996) position.
 PR0833
 PR0833;                    North         East     Units Scale Factor Converg.
 PR0833;SPC SD N     -   117,293.242   828,518.997   MT  0.99994512   +2 02 47.4
 PR0833;SPC SD N     -   384,819.58  2,718,232.74   sFT  0.99994512   +2 02 47.4
 PR0833;UTM  14      - 4,968,265.539   649,471.144   MT  0.99987473   +1 20 03.7
 PR0833
 PR0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0833!SPC SD N     -   0.99991770  x   0.99994512  =   0.99986283
 PR0833!UTM  14      -   0.99991770  x   0.99987473  =   0.99979244
 PR0833
 PR0833:                Primary Azimuth Mark                     Grid Az
 PR0833:SPC SD N     -  SHERIDAN AZ MK 3                         234 05 27.2
 PR0833:UTM  14      -  SHERIDAN AZ MK 3                         234 48 10.9
 PR0833
 PR0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4947168265(NAD 83)
 PR0833
 PR0833|---------------------------------------------------------------------|
 PR0833| PID    Reference Object                     Distance      Geod. Az  |
 PR0833|                                                           dddmmss.s |
 PR0833| PR0835 SHERIDAN RM 3                        24.632 METERS 00355     |
 PR0833| PR1015 KRANZBURG CATH CH SPIRE             APPROX.15.7 KM 0730823.9 |
 PR0833| CO6112 SHERIDAN RM 4                        23.995 METERS 07634     |
 PR0833| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX.15.6 KM 1564525.7 |
 PR0833| CO6110 SHERIDAN RM 1                        29.014 METERS 21104     |
 PR0833| PR0836 SHERIDAN AZ MK 3                    APPROX. 1.0 KM 2360814.6 |
 PR0833| CO6111 SHERIDAN RM 2                        21.150 METERS 31342     |
 PR0833| PR0827 WATERTOWN PUB SERV PWR PLT STK      APPROX. 5.6 KM 3471845.6 |
 PR0833| PR0832 WATERTOWN CITY HALL CLOCK TWR       APPROX. 5.4 KM 3533312.4 |
 PR0833| PR0821 WATERTOWN TRINITY CH SPIRE          APPROX. 5.1 KM 3554048.3 |
 PR0833| PR0822 WATERTOWN STOKES BUILDING DOME      APPROX. 5.4 KM 3562427.7 |
 PR0833| PR0823 WATERTOWN FIRST CONG CH BELFRY      APPROX. 5.2 KM 3570219.2 |
 PR0833| CO6108 SHERIDAN AZ MK                                     3570917.5 |
 PR0833| CO6109 SHERIDAN AZ MK RESET                               3570913.3 |
 PR0833| PR0824 WATERTOWN FIRST BAP CH SPIRE        APPROX. 5.2 KM 3571406.4 |
 PR0833| PR0820 WATERTOWN IMM CONC CATH CH          APPROX. 5.3 KM 3584405.8 |
 PR0833| PR0826 WATERTOWN MUN P AND L CO STK        APPROX. 5.4 KM 3593531.1 |
 PR0833|---------------------------------------------------------------------|
 PR0833
 PR0833                          SUPERSEDED SURVEY CONTROL
 PR0833
 PR0833  NAD 83(1986)-  44 51 07.69288(N)    097 06 30.17765(W) AD(       ) 1
 PR0833  NAD 27      -  44 51 07.82200(N)    097 06 28.91700(W) AD(       ) 1
 PR0833  NGVD 29             549.70   (m)         1803.5    (f) LEVELING    3  
 PR0833
 PR0833.Superseded values are not recommended for survey control.
 PR0833
 PR0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0833.See file dsdata.pdf to determine how the superseded data were derived.
 PR0833
 PR0833_MARKER: DS = TRIANGULATION STATION DISK
 PR0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0833_STAMPING: SHERIDAN 1935
 PR0833_MARK LOGO: CGS
 PR0833_PROJECTION: FLUSH
 PR0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0833+STABILITY: SURFACE MOTION
 PR0833
 PR0833  HISTORY     - Date     Condition        Report By
 PR0833  HISTORY     - 1935     MONUMENTED       CGS
 PR0833  HISTORY     - 1936     GOOD             SDDT
 PR0833  HISTORY     - 1966     GOOD             CGS
 PR0833  HISTORY     - 1979     GOOD             NGS
 PR0833
 PR0833                          STATION DESCRIPTION
 PR0833
 PR0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0833'THIS STATION IS ABOUT 3-1/2 MILES S OF WATERTOWN, ALONG U.S.
 PR0833'HIGHWAY 81, 0.35 MILE N OF THE SW CORNER OF SEC. 17, T 116 N,
 PR0833'R 52 W, ON LAND OWNED AND OCCUPIED BY GEO. PETERHAGENS.  MARK
 PR0833'IS SET IN THE NW CORNER OF THE LOT, 85 FEET E OF THE CENTER LINE
 PR0833'OF U.S. HIGHWAY 81, 50 FEET E OF THE RIGHT-OF-WAY FENCE LINE, 31
 PR0833'FEET N OF THE LANE LEADING TO THE HOUSE.  MARK IS FLUSH.
 PR0833'
 PR0833'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PR0833'BRONZE DISKS SET IN CONCRETE.
 PR0833'
 PR0833'REFERENCE MARK NO. 1 IS SW OF THE STATION IN THE RIGHT-OF-WAY
 PR0833'FENCE LINE, 36 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 81,
 PR0833'51 FEET S OF THE LANE, 40 FEET N OF THE NW CORNER OF THE YARD.
 PR0833'MARK PROJECTS 2 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE
 PR0833'STATION IN THE RIGHT-OF-WAY FENCE LINE, 77 FEET N OF THE LANE,
 PR0833'40 FEET S OF THE NW CORNER OF THE LOT, 36 FEET E OF THE CENTER
 PR0833'LINE OF U.S. HIGHWAY 81.  MARK PROJECTS 2 INCHES.
 PR0833'
 PR0833'AZIMUTH MARK IS NNW OF THE STATION, 1 FOOT E OF THE RIGHT-OF-WAY
 PR0833'FENCE LINE, 36 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 81.
 PR0833'MARK PROJECTS 2 INCHES.
 PR0833'
 PR0833'STATION REACHED FROM INTERSECTION OF U.S. HIGHWAY 81 AND 212
 PR0833'IN THE SE PART OF WATERTOWN, GO S ON U.S. HIGHWAY 81, 2.6 MILES
 PR0833'TO STATION ON E SIDE OF ROAD.
 PR0833'
 PR0833'LIGHTS 4 FEET ABOVE WATERTOWN AIRPORT, 74 FEET ABOVE HORSWILL,
 PR0833'87 FEET ABOVE WATERTOWN, FRANKLIN-1903, AND ELFRING-1903, ARE
 PR0833'VISIBLE FROM THE GROUND.
 PR0833'
 PR0833'A LIGHT 87 FEET ABOVE CASTLEWOOD MAGNETIC COMES INTO VIEW AT 35
 PR0833'FEET ABOVE THE GROUND.
 PR0833
 PR0833                          STATION RECOVERY (1936)
 PR0833
 PR0833'RECOVERY NOTE BY SD DEPT OF TRANSP 1936 (LAI)
 PR0833'A LETTER DATED JULY 7, 1936, FROM MR. LEO A IHLI, RESIDENT
 PR0833'ENGINEER, STATE HIGHWAY COMMISSION, WATERTOWN, S.DAK.--
 PR0833'
 PR0833'DUE TO RECONSTRUCTION OF HIGHWAY NO. 81 IT WAS NECESSARY TO
 PR0833'MOVE SHERIDAN R.M. NO. 1, R.M. NO. 2 AND THE AZIMUTH MARK.
 PR0833'
 PR0833'EACH OF THE NEW MARKS WERE SET ON LINE FROM THE STATION WITH
 PR0833'THE OLD MARK CORRESPONDING.  THE MARKS USED ARE U.S. COAST AND
 PR0833'GEODETIC SURVEY AND STATE SURVEY STANDARD DISKS SET IN PRECAST
 PR0833'CONCRETE MONUMENTS.
 PR0833'
 PR0833'REFERENCE MARK NO. 1 IS 52 FEET FROM THE CENTER LINE OF THE
 PR0833'HIGHWAY, 58.94 FEET FROM THE STATION.  REFERENCE MARK NO. 2 IS
 PR0833'52 FEET FROM THE CENTER LINE OF THE HIGHWAY, 44.18 FEET FROM THE
 PR0833'STATION.
 PR0833'
 PR0833'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE STAMPED
 PR0833'SHERIDAN NO. 1 1935 AND SHERIDAN NO. 2 1935 RESPECTIVELY.
 PR0833'
 PR0833'THE AZIMUTH MARK IS 52 FEET FROM THE CENTER LINE OF THE HIGHWAY,
 PR0833'APPROXIMATELY 775 FEET FROM THE STATION.  THE MARK IS STAMPED
 PR0833'SHERIDAN RESET 1936.
 PR0833
 PR0833                          STATION RECOVERY (1966)
 PR0833
 PR0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0833'STATION RECOVERED AND STATION AND AZIMUTH MARKS FOUND IN
 PR0833'GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED BY
 PR0833'HIGHWAY CONSTRUCTION.  THE AZIMUTH MARK HAD BEEN RESET BY THE
 PR0833'HIGHWAY DEPARTMENT AND THE DEGREE OF ACCURACY WAS NOT KNOWN.
 PR0833'THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION SO A NEW AZIMUTH
 PR0833'MARK AND NEW REFERENCE MARKS WERE ESTABLISHED.  THE MARKS WERE
 PR0833'SET FROM THE RESET MARK AS NO OTHER KNOWN OBJECTS WERE VISIBLE
 PR0833'FROM THE GROUND.  THE STACK THAT WAS TAKEN CAME INTO VIEW
 PR0833'BETWEEN THE LEGS OF A STEEL TOWER FOR TRANSMISSION LINE.  IT
 PR0833'MAY BE POSSIBLE TO GET A POSITION FOR THE STACK AT A LATER
 PR0833'DATE.
 PR0833'
 PR0833'THE STATION IS JUST NORTHWEST OF A FARMHOUSE, 86 FEET EAST OF
 PR0833'THE CENTERLINE OF U.S. 81, 24 FEET NORTH OF THE CENTER OF
 PR0833'A FARM DRIVEWAY AND 17 FEET SOUTH OF A METAL WITNESS POST.  THE
 PR0833'MARK IS FLUSH AND THE DISK IS STAMPED SHERIDAN 1935.
 PR0833'
 PR0833'R.M. NO. 3 IS 90 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 64
 PR0833'FEET NORTH OF A METAL WITNESS POST AND IS BETWEEN TWO EAST-WEST
 PR0833'ROWS OF TREES.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PR0833'SHERIDAN 1935 NO 3 1966.
 PR0833'
 PR0833'R.M. NO. 4 IS AT THE NORTH EDGE OF A YARD, TO THE NORTH OF THE
 PR0833'EAST PART OF THE FARMHOUSE AND IS 1 FOOT SOUTH OF THE YARD
 PR0833'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SHERIDAN
 PR0833'1935 NO 4 1966.
 PR0833'
 PR0833'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF THE ROAD,
 PR0833'14 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 2 FEET
 PR0833'WEST OF A CORNER POST, 1.5 FEET EAST OF A METAL WITNESS POST
 PR0833'AND 1 FOOT SOUTH OF A FENCE.  MARK PROJECTS 4 INCHES AND
 PR0833'DISK IS STAMPED SHERIDAN 1935 AZ 3 1966.
 PR0833'
 PR0833'TO REACH THE STATION FROM WATERTOWN, FROM THE JUNCTION OF U.S.
 PR0833'81 AND 212 AT SOUTH EDGE OF THE CITY, GO SOUTH ON U.S. 81
 PR0833'FOR 2.6 MILES TO FARMHOUSE AND STATION ON LEFT.  TO REACH
 PR0833'AZIMUTH MARK CONTINUE SOUTH FOR 0.35 MILE TO CROSSROADS, TURN
 PR0833'RIGHT AND GO WEST FOR 0.5 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 PR0833'
 PR0833'DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO.
 PR0833'4 IS 94.51 FEET, 28.808 METERS.
 PR0833'
 PR0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 PR0833'SOUTH OF WATERTOWN
 PR0833
 PR0833                          STATION RECOVERY (1979)
 PR0833
 PR0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 PR0833'STATION MARK, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK 3 WERE ALL
 PR0833'RECOVERED IN GOOD CONDITION. THE DIRECTIONS TO REFERENCE MARKS 3 AND
 PR0833'4 AND THE DISTANCE BETWEEN THE REFERENCE MARKS CHECKED WITH THE
 PR0833'1966 DATA.  THE DIRECTION TO REFERENCE MARK 3 DID NOT CHECK BY 1
 PR0833'DEGREE 59 MIN 40 SECONDS AND REFERENCE MARK 4 DID NOT CHECK BY 1
 PR0833'MIN 32 SECONDS.
 PR0833'
 PR0833'POLARIS OBSERVATION WAS MADE FROM THE AZIMUTH MARK AS IT IS
 PR0833'BLOCKED FROM THE STATION BY TREES.
 PR0833'
 PR0833'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH OF WATERTOWN, ON THE
 PR0833'EAST SIDE OF STATE HIGHWAY 81, IN THE FARM YARD OF MR. ROBERT
 PR0833'HOUGHTALLING WHO LIVES IN HOUSE JUST SOUTHEAST OF STATION.
 PR0833'
 PR0833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 81 AND
 PR0833'212 IN THE SOUTH EDGE OF WATERTOWN, GO SOUTH ON STATE HIGHWAY 81
 PR0833'FOR 2.55 MILES TO STATION ON LEFT AT FARMYARD.  IT IS A STANDARD
 PR0833'DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 PR0833'GROUND AND STAMPED SHERIDAN 1935.  IT IS 86 FEET EAST OF CENTER
 PR0833'OF STATE HIGHWAY 81, 23.5 FEET NORTH OF CENTER OF DRIVEWAY, 20.8
 PR0833'FEET SOUTHEAST OF FENCE CORNER, 17.0 FEET SOUTH OF WITNESS POST
 PR0833'AND 16.6 FEET SOUTH OF FENCE.
 PR0833'
 PR0833'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 PR0833'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED SHERIDAN NO 3
 PR0833'1935 1966.  IT IS 90 FEET EAST OF CENTER OF STATE HIGHWAY 81, 64.0
 PR0833'FEET NORTH OF A WITNESS POST, 64.2 FEET NORTH OF FENCE AND 16 FEET
 PR0833'EAST OF FENCE.
 PR0833'
 PR0833'REFERENCE MARK 4 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 PR0833'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED SHERIDAN
 PR0833'1935 NO 4 1966.  IT IS 161 FEET EAST OF CENTER OF STATE HIGHWAY 81,
 PR0833'87.5 FEET EAST OF FENCE CORNER, 77 FEET EAST OF WITNESS POST, 38
 PR0833'FEET WEST OF AN OLD YARD LIGHT POLE WITH SWITCH BOX AND 1 FOOT
 PR0833'SOUTH OF FENCE.
 PR0833'
 PR0833'AZIMUTH MARK 3 A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 PR0833'MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS STAMPED
 PR0833'SHERIDAN 1935 1966 AZ 3.  IT IS 47.5 FEET WEST OF POWER LINE POLE,
 PR0833'32 FEET NORTH OF CENTER OF GRAVEL ROAD, 14 FEET WEST OF CENTER OF
 PR0833'GATE, 2 FEET SOUTHWEST OF FENCE CORNER, 1.5 FEET EAST-SOUTHEAST
 PR0833'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 PR0833'
 PR0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0833'3.5 MILES SOUTH OF WATERTOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0836 ***********************************************************************
 PR0836  DESIGNATION -  SHERIDAN AZ MK 3
 PR0836  PID         -  PR0836
 PR0836  STATE/COUNTY-  SD/CODINGTON
 PR0836  COUNTRY     -  US
 PR0836  USGS QUAD   -  WATERTOWN SE (2017)
 PR0836
 PR0836                         *CURRENT SURVEY CONTROL
 PR0836  ______________________________________________________________________
 PR0836* NAD 83(1996) POSITION- 44 50 49.51934(N) 097 07 08.27026(W)   NO CHECK
 PR0836* NAVD 88 ORTHO HEIGHT -   548.0   (meters)     1798.    (feet) VERTCON3
 PR0836  ______________________________________________________________________
 PR0836  GEOID HEIGHT    -        -25.058 (meters)                     GEOID18
 PR0836  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 PR0836  HORZ ORDER      -  THIRD
 PR0836
 PR0836.The horizontal coordinates were established by classical geodetic methods
 PR0836.and adjusted by the National Geodetic Survey in January 1998.
 PR0836
 PR0836.No horizontal observational check was made to the station.
 PR0836
 PR0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0836
 PR0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0836.GEOID18 height accuracy estimate available here.
 PR0836
 PR0836.Click photographs - Photos may exist for this station.
 PR0836
 PR0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0836
 PR0836. The following values were computed from the NAD 83(1996) position.
 PR0836
 PR0836;                    North         East     Units Scale Factor Converg.
 PR0836;SPC SD N     -   116,702.701   827,703.469   MT  0.99994543   +2 02 20.5
 PR0836;SPC SD N     -   382,882.11  2,715,557.13   sFT  0.99994543   +2 02 20.5
 PR0836;UTM  14      - 4,967,685.223   648,648.398   MT  0.99987172   +1 19 36.4
 PR0836
 PR0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0836!SPC SD N     -   0.99991802  x   0.99994543  =   0.99986345
 PR0836!UTM  14      -   0.99991802  x   0.99987172  =   0.99978975
 PR0836
 PR0836:                Primary Azimuth Mark                     Grid Az
 PR0836:SPC SD N     -  SHERIDAN                                 054 05 27.3
 PR0836:UTM  14      -  SHERIDAN                                 054 48 11.4
 PR0836
 PR0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4864867685(NAD 83)
 PR0836
 PR0836|---------------------------------------------------------------------|
 PR0836| PID    Reference Object                     Distance      Geod. Az  |
 PR0836|                                                           dddmmss.s |
 PR0836| PR0835 SHERIDAN RM 3                       APPROX. 1.0 KM 0550219.0 |
 PR0836| PR0833 SHERIDAN                            APPROX. 1.0 KM 0560747.8 |
 PR0836|---------------------------------------------------------------------|
 PR0836
 PR0836                          SUPERSEDED SURVEY CONTROL
 PR0836
 PR0836  NAD 83(1986)-  44 50 49.51531(N)    097 07 08.25323(W) AD(       ) 3
 PR0836  NAD 27      -  44 50 49.64448(N)    097 07 06.99143(W) AD(       ) 3
 PR0836  NGVD 29 (07/19/86)  547.7    (m)         1797.     (f) VERT ANG       
 PR0836
 PR0836.Superseded values are not recommended for survey control.
 PR0836
 PR0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0836.See file dsdata.pdf to determine how the superseded data were derived.
 PR0836
 PR0836_MARKER: DZ = AZIMUTH MARK DISK
 PR0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0836_STAMPING: SHERIDAN 1935 AZ 3 1966
 PR0836_MARK LOGO: CGS
 PR0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0836+STABILITY: SURFACE MOTION
 PR0836
 PR0836  HISTORY     - Date     Condition        Report By
 PR0836  HISTORY     - 1966     MONUMENTED       CGS
 PR0836
 PR0836                          STATION DESCRIPTION
 PR0836
 PR0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0836'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF GROVER,
 PR0836'7.7 MI (12.4 KM) EAST-SOUTHEAST OF KAMPESKA AND 3.6 MI (5.8 KM) SOUTH
 PR0836'OF WATERTOWN.
 PR0836'
 PR0836'IT IS SET ON THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 PR0836'ABOUT 2 INCHES ABOVE GROUND.  IT IS 47.5 FEET WEST OF POWER LINE POLE,
 PR0836'32 FEET NORTH OF CENTER OF GRAVEL ROAD, 14 FEET WEST OF CENTER OF
 PR0836'GATE, 2 FEET SOUTHWEST OF FENCE CORNER, 1.5 FEET EAST-SOUTHEAST OF
 PR0836'WITNESS POST AND 1 FOOT SOUTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0835 ***********************************************************************
 PR0835  DESIGNATION -  SHERIDAN RM 3
 PR0835  PID         -  PR0835
 PR0835  STATE/COUNTY-  SD/CODINGTON
 PR0835  COUNTRY     -  US
 PR0835  USGS QUAD   -  WATERTOWN SE (2017)
 PR0835
 PR0835                         *CURRENT SURVEY CONTROL
 PR0835  ______________________________________________________________________
 PR0835* NAD 83(1996) POSITION- 44 51 08.49304(N) 097 06 30.11813(W)   NO CHECK
 PR0835* NAVD 88 ORTHO HEIGHT -   549.5   (meters)     1803.    (feet) VERTCON3
 PR0835  ______________________________________________________________________
 PR0835  GEOID HEIGHT    -        -25.069 (meters)                     GEOID18
 PR0835  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 PR0835  HORZ ORDER      -  THIRD
 PR0835
 PR0835.The horizontal coordinates were established by classical geodetic methods
 PR0835.and adjusted by the National Geodetic Survey in January 1998.
 PR0835
 PR0835.No horizontal observational check was made to the station.
 PR0835
 PR0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0835
 PR0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0835.GEOID18 height accuracy estimate available here.
 PR0835
 PR0835.Click photographs - Photos may exist for this station.
 PR0835
 PR0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0835
 PR0835. The following values were computed from the NAD 83(1996) position.
 PR0835
 PR0835;                    North         East     Units Scale Factor Converg.
 PR0835;SPC SD N     -   117,317.860   828,519.800   MT  0.99994511   +2 02 47.5
 PR0835;SPC SD N     -   384,900.35  2,718,235.38   sFT  0.99994511   +2 02 47.5
 PR0835;UTM  14      - 4,968,290.144   649,472.253   MT  0.99987474   +1 20 03.8
 PR0835
 PR0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0835!SPC SD N     -   0.99991778  x   0.99994511  =   0.99986290
 PR0835!UTM  14      -   0.99991778  x   0.99987474  =   0.99979253
 PR0835
 PR0835:                Primary Azimuth Mark                     Grid Az
 PR0835:SPC SD N     -  SHERIDAN AZ MK 3                         232 59 58.4
 PR0835:UTM  14      -  SHERIDAN AZ MK 3                         233 42 42.1
 PR0835
 PR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4947268290(NAD 83)
 PR0835
 PR0835|---------------------------------------------------------------------|
 PR0835| PID    Reference Object                     Distance      Geod. Az  |
 PR0835|                                                           dddmmss.s |
 PR0835| PR0833 SHERIDAN                             24.632 METERS 18355     |
 PR0835| PR0836 SHERIDAN AZ MK 3                    APPROX. 1.0 KM 2350245.9 |
 PR0835|---------------------------------------------------------------------|
 PR0835
 PR0835                          SUPERSEDED SURVEY CONTROL
 PR0835
 PR0835  NAD 83(1986)-  44 51 08.48897(N)    097 06 30.10108(W) AD(       ) 3
 PR0835  NAD 27      -  44 51 08.61810(N)    097 06 28.84042(W) AD(       ) 3
 PR0835  NGVD 29 (07/19/86)  549.2    (m)         1802.     (f) VERT ANG       
 PR0835
 PR0835.Superseded values are not recommended for survey control.
 PR0835
 PR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0835.See file dsdata.pdf to determine how the superseded data were derived.
 PR0835
 PR0835_MARKER: DR = REFERENCE MARK DISK
 PR0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0835_STAMPING: SHERIDAN 1935 NO 3 1966
 PR0835_MARK LOGO: CGS
 PR0835_PROJECTION: FLUSH
 PR0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0835+STABILITY: SURFACE MOTION
 PR0835
 PR0835  HISTORY     - Date     Condition        Report By
 PR0835  HISTORY     - 1966     MONUMENTED       CGS
 PR0835
 PR0835                          STATION DESCRIPTION
 PR0835
 PR0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0835'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF GROVER,
 PR0835'8.1 MI (13.0 KM) EAST-SOUTHEAST OF KAMPESKA AND 3.3 MI (5.3 KM) SOUTH
 PR0835'OF WATERTOWN.
 PR0835'
 PR0835'IT IS 90 FT (27.4 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 64 FT
 PR0835'(19.5 M) NORTH OF A METAL WITNESS POST AND IS BETWEEN TWO EAST-WEST
 PR0835'ROWS OF TREES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0268 ***********************************************************************
 OQ0268  DESIGNATION -  SHERMAN
 OQ0268  PID         -  OQ0268
 OQ0268  STATE/COUNTY-  SD/MINNEHAHA
 OQ0268  COUNTRY     -  US
 OQ0268  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0268
 OQ0268                         *CURRENT SURVEY CONTROL
 OQ0268  ______________________________________________________________________
 OQ0268* NAD 83(1996) POSITION- 43 32 04.88292(N) 096 45 47.59532(W)   ADJUSTED
 OQ0268* NAVD 88 ORTHO HEIGHT -   458.659 (meters)     1504.78  (feet) POSTED
 OQ0268  ______________________________________________________________________
 OQ0268  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 OQ0268  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 OQ0268  DYNAMIC HEIGHT  -        458.54  (meters)     1504.4   (feet) COMP
 OQ0268  MODELED GRAVITY -    980,340.0   (mgal)                       NAVD 88
 OQ0268
 OQ0268  HORZ ORDER      -  SECOND
 OQ0268  VERT ORDER      -  * POSTED, SEE BELOW
 OQ0268
 OQ0268.The horizontal coordinates were established by classical geodetic methods
 OQ0268.and adjusted by the National Geodetic Survey in January 1998.
 OQ0268
 OQ0268.The orthometric height was determined by differential leveling
 OQ0268.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OQ0268
 OQ0268.* This is a POSTED BENCH MARK height.
 OQ0268
 OQ0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0268.GEOID18 height accuracy estimate available here.
 OQ0268
 OQ0268.Click photographs - Photos may exist for this station.
 OQ0268
 OQ0268.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0268
 OQ0268.The dynamic height is computed by dividing the NAVD 88
 OQ0268.geopotential number by the normal gravity value computed on the
 OQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0268.degrees latitude (g = 980.6199 gals.).
 OQ0268
 OQ0268.The modeled gravity was interpolated from observed gravity values.
 OQ0268
 OQ0268. The following values were computed from the NAD 83(1996) position.
 OQ0268
 OQ0268;                    North         East     Units Scale Factor Converg.
 OQ0268;SPC SD S     -   139,660.470   888,458.054   MT  0.99990793   +2 27 46.3
 OQ0268;SPC SD S     -   458,202.73  2,914,882.80   sFT  0.99990793   +2 27 46.3
 OQ0268;UTM  14      - 4,822,624.505   680,729.760   MT  1.00000179   +1 32 27.9
 OQ0268
 OQ0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0268!SPC SD S     -   0.99993221  x   0.99990793  =   0.99984015
 OQ0268!UTM  14      -   0.99993221  x   1.00000179  =   0.99993400
 OQ0268
 OQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8072922624(NAD 83)
 OQ0268
 OQ0268                          SUPERSEDED SURVEY CONTROL
 OQ0268
 OQ0268  NAD 83(1995)-  43 32 04.88439(N)    096 45 47.59302(W) AD(       ) 2
 OQ0268  NAD 83(1986)-  43 32 04.88672(N)    096 45 47.57297(W) AD(       ) 2
 OQ0268  NAD 27      -  43 32 04.97800(N)    096 45 46.38700(W) AD(       ) 2
 OQ0268  NGVD 29 (??/??/92)  458.39   (m)         1503.9    (f) COMPUTED    1 2
 OQ0268
 OQ0268.Superseded values are not recommended for survey control.
 OQ0268
 OQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0268.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0268
 OQ0268_MARKER: DD = SURVEY DISK
 OQ0268_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0268_MARK LOGO: CGS+SS
 OQ0268_PROJECTION: FLUSH
 OQ0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0268+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 OQ0268
 OQ0268  HISTORY     - Date     Condition        Report By
 OQ0268  HISTORY     - 1934     MONUMENTED       SDGS
 OQ0268  HISTORY     - 1935     GOOD             CGS
 OQ0268  HISTORY     - 1949     GOOD             CGS
 OQ0268  HISTORY     - 19900525 GOOD             NGS
 OQ0268  HISTORY     - 20090314 GOOD             GEOCAC
 OQ0268  HISTORY     - 20110330 GOOD             INDIV
 OQ0268  HISTORY     - 20130806 GOOD             GEOCAC
 OQ0268
 OQ0268                          STATION DESCRIPTION
 OQ0268
 OQ0268'DESCRIBED BY SOUTH DAKOTA GEODETIC SURVEY 1934 (HSC)
 OQ0268'STATION IS LOCATED WITHIN THE CITY LIMITS OF SIOUX FALLS.
 OQ0268'
 OQ0268'IT IS LOCATED IN SHERMAN PARK, SOUTHWEST PART OF CITY ON TOP
 OQ0268'OF HILL NEAR INDIAN MOUNDS.  IT IS ALMOST AT CENTER OF SEC.
 OQ0268'19, T. 101 N., R. 49 W., 5.2 FEET WEST OF FLAGPOLE ON HILL,
 OQ0268'613 FEET NORTH OF TWENTY SECOND STREET AND 548.5 FEET WEST OF
 OQ0268'AN AVENUE.
 OQ0268'
 OQ0268'IT IS A U.S. COAST AND GEODETIC AND STATE SURVEY MARKER SET
 OQ0268'IN REINFORCED CONCRETE POST FLUSH WITH THE GROUND.
 OQ0268
 OQ0268                          STATION RECOVERY (1935)
 OQ0268
 OQ0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0268'A U.S. COAST AND GEODETIC SURVEY BENCH MARK, WAS RECOVERED IN
 OQ0268'GOOD CONDITION AND IS LOCATED ON THE MOST WESTERLY ONE OF
 OQ0268'FOUR INDIAN MOUNDS, 5.2 FEET WEST OF A FLAGPOLE.
 OQ0268'
 OQ0268'IT IS 61.03 FEET (18.601 METERS) SOUTHEAST OF STATION SHERMAN.
 OQ0268'
 OQ0268'THESE INDIAN MOUNDS ARE LOCATED IN THE NORTHEAST PART OF
 OQ0268'SHERMAN PARK, SIOUX FALLS, ON THE HIGHEST HILL IN THE VICINITY.
 OQ0268
 OQ0268                          STATION RECOVERY (1949)
 OQ0268
 OQ0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0268'2.4 MI SW FROM SIOUX FALLS.
 OQ0268'1.7 MILES WEST ALONG TWELFTH STREET FROM THE WASHINGTON HIGH
 OQ0268'SCHOOL AT SIOUX FALLS, THENCE 0.6 MILE SOUTH ALONG KIWANIS
 OQ0268'AVENUE, THENCE 0.1 MILE WEST ALONG A PARK DRIVE, AT SHERMAN
 OQ0268'PARK, ON THE EAST BLUFF OF THE BIG SIOUX RIVER, 61.3 FEET
 OQ0268'SOUTHEAST OF TRIANGULATION STATION SHERMAN 1935, 42.0 FEET
 OQ0268'NORTH OF THE CENTER LINE OF A PARK DRIVE ALONG THE SOUTH SIDE OF
 OQ0268'FOUR INDIAN MOUNDS, 5.1 FEET WEST OF A FLAGPOLE ON TOP OF THE
 OQ0268'MOST WESTERLY INDIAN MOUND (MOST WESTERLY ONE OF FOUR INDIAN
 OQ0268'MOUNDS LOCATED ON TOP OF A HILL), AND SET IN THE TOP OF A
 OQ0268'CONCRETE POST PROJECTING 0.05 FOOT ABOVE THE GROUND.
 OQ0268
 OQ0268                          STATION RECOVERY (1990)
 OQ0268
 OQ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0268'0.3 KM (0.2 MI) NORTHWESTERLY ALONG A PARK ROAD FROM ITS JUNCTION
 OQ0268'WITH 22ND STREET AND KIWANIS AVENUE IN SIOUX FALLS, IN SHERMAN PARK,
 OQ0268'ON TOP OF THE MOST WESTERLY 1 OF 4 INDIAN BURIAL MOUNDS, 18.7 M (61.4
 OQ0268'FT) SOUTHEAST OF CGS TRIANGULATION STATION SHERMAN, 12.8 M (42.0 FT)
 OQ0268'NORTH OF THE CENTER OF A ROAD ALONG THE SOUTH SIDE OF THE BURIAL
 OQ0268'MOUNDS, 1.6 M (5.2 FT) WEST OF A FLAG POLE, AND IN A CONCRETE
 OQ0268'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THERE IS NO
 OQ0268'STAMPING ON THE DISK.
 OQ0268
 OQ0268                          STATION RECOVERY (2009)
 OQ0268
 OQ0268'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0268'FLAGPOLE NO LONGER EXISTS. OTHERWISE RECOVERED AS DESCRIBED.
 OQ0268
 OQ0268                          STATION RECOVERY (2011)
 OQ0268
 OQ0268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0268'RECOVERED IN GOOD CONDITION.
 OQ0268
 OQ0268                          STATION RECOVERY (2013)
 OQ0268
 OQ0268'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 OQ0268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0269 ***********************************************************************
 OQ0269  DESIGNATION -  SHERMAN
 OQ0269  PID         -  OQ0269
 OQ0269  STATE/COUNTY-  SD/MINNEHAHA
 OQ0269  COUNTRY     -  US
 OQ0269  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0269
 OQ0269                         *CURRENT SURVEY CONTROL
 OQ0269  ______________________________________________________________________
 OQ0269* NAD 83(1996) POSITION- 43 32 05.40251(N) 096 45 48.01516(W)   ADJUSTED
 OQ0269* NAD 83(1996) ELLIP HT-   431.755 (meters)        (06/15/04)   ADJUSTED
 OQ0269* NAVD 88 ORTHO HEIGHT -   457.984 (meters)     1502.57  (feet) ADJUSTED
 OQ0269  ______________________________________________________________________
 OQ0269  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 OQ0269  NAD 83(1996) X  -   -545,449.870 (meters)                     COMP
 OQ0269  NAD 83(1996) Y  - -4,599,309.871 (meters)                     COMP
 OQ0269  NAD 83(1996) Z  -  4,371,065.660 (meters)                     COMP
 OQ0269  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 OQ0269  DYNAMIC HEIGHT  -        457.863 (meters)     1502.17  (feet) COMP
 OQ0269  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 OQ0269
 OQ0269  HORZ ORDER      -  FIRST
 OQ0269  VERT ORDER      -  FIRST     CLASS II
 OQ0269  ELLP ORDER      -  FOURTH    CLASS I
 OQ0269
 OQ0269.The horizontal coordinates were established by classical geodetic methods
 OQ0269.and adjusted by the National Geodetic Survey in January 1998.
 OQ0269
 OQ0269.The orthometric height was determined by differential leveling and
 OQ0269.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0269.in June 1991.
 OQ0269
 OQ0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0269.GEOID18 height accuracy estimate available here.
 OQ0269
 OQ0269.Click photographs - Photos may exist for this station.
 OQ0269
 OQ0269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0269
 OQ0269.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0269
 OQ0269.The ellipsoidal height was determined by GPS observations
 OQ0269.and is referenced to NAD 83.
 OQ0269
 OQ0269.The dynamic height is computed by dividing the NAVD 88
 OQ0269.geopotential number by the normal gravity value computed on the
 OQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0269.degrees latitude (g = 980.6199 gals.).
 OQ0269
 OQ0269.The modeled gravity was interpolated from observed gravity values.
 OQ0269
 OQ0269. The following values were computed from the NAD 83(1996) position.
 OQ0269
 OQ0269;                    North         East     Units Scale Factor Converg.
 OQ0269;SPC SD S     -   139,676.084   888,447.948   MT  0.99990793   +2 27 46.0
 OQ0269;SPC SD S     -   458,253.95  2,914,849.64   sFT  0.99990793   +2 27 46.0
 OQ0269;UTM  14      - 4,822,640.281   680,719.906   MT  1.00000174   +1 32 27.7
 OQ0269
 OQ0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0269!SPC SD S     -   0.99993230  x   0.99990793  =   0.99984024
 OQ0269!UTM  14      -   0.99993230  x   1.00000174  =   0.99993404
 OQ0269
 OQ0269:                Primary Azimuth Mark                     Grid Az
 OQ0269:SPC SD S     -  SHERMAN AZ MK                            010 56 06.4
 OQ0269:UTM  14      -  SHERMAN AZ MK                            011 51 24.7
 OQ0269
 OQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8071922640(NAD 83)
 OQ0269
 OQ0269|---------------------------------------------------------------------|
 OQ0269| PID    Reference Object                     Distance      Geod. Az  |
 OQ0269|                                                           dddmmss.s |
 OQ0269| OQ0831 SIOUX FALLS WELL 8                  APPROX. 4.3 KM 0072503.4 |
 OQ0269| OQ0835 SIOUX FALLS WELL 5                  APPROX. 4.4 KM 0132134.9 |
 OQ0269| OQ0266 SHERMAN AZ MK                                      0132352.4 |
 OQ0269| OQ0782 SIOUX FALLS WELL 10                 APPROX. 4.4 KM 0150912.4 |
 OQ0269| OQ0822 SIOUX FALLS WELL 4 VENTILATOR       APPROX. 4.5 KM 0193621.6 |
 OQ0269| OQ0800 SIOUX FALLS WELL 9                  APPROX. 5.2 KM 0202423.5 |
 OQ0269| OQ0790 SIOUX FALLS WELL 3                  APPROX. 4.8 KM 0261716.4 |
 OQ0269| OQ0803 SIOUX FALLS WATER WORKS STACK       APPROX. 4.9 KM 0350013.1 |
 OQ0269| OQ0786 SIOUX FALLS PENITENT TALL STK       APPROX. 4.7 KM 0401748.1 |
 OQ0269| OQ0808 SIOUX FALLS PENITENT SHORT STK      APPROX. 4.7 KM 0405746.2 |
 OQ0269| OQ0787 SIOUX FALLS MUN STANDPIPE           APPROX. 3.0 KM 0441426.1 |
 OQ0269| OQ0793 SIOUX FALLS HAWTHORNE SCH STK       APPROX. 3.2 KM 0475830.0 |
 OQ0269| OQ0781 SIOUX FALLS ST JOSEPHS SCH STK      APPROX. 3.0 KM 0480215.2 |
 OQ0269| OQ0806 SIOUX FALLS N ST PWR CO STK         APPROX. 4.2 KM 0540302.8 |
 OQ0269| OQ0792 SIOUX FALLS EMERSON SCHOOL STK      APPROX. 1.7 KM 0590350.0 |
 OQ0269| OQ0785 SIOUX FALLS FIRST LUTH CH           APPROX. 2.9 KM 0693834.8 |
 OQ0269| OQ0776 SIOUX FALLS WASHINGTON HS STK       APPROX. 2.9 KM 0700313.3 |
 OQ0269| OQ0796 SIOUX FALLS S DAK DEAF SCH STK      APPROX. 5.1 KM 0732159.5 |
 OQ0269| OQ0811 SIOUX FALLS LOWELL SCH STK          APPROX. 2.2 KM 0825908.1 |
 OQ0269| OQ0798 SIOUX FALLS ALL SAINTS SCH CUP      APPROX. 2.9 KM 0845914.1 |
 OQ0269| OQ0801 SIOUX FALLS SIOUX VAL HOSP STK      APPROX. 1.6 KM 0881452.0 |
 OQ0269| OQ0805 SIOUX FALLS COLLEGE STACK           APPROX. 2.0 KM 1002635.5 |
 OQ0269| OQ0775 SIOUX FALLS MARK TWAIN SCH STK      APPROX. 2.8 KM 1055952.8 |
 OQ0269| OQ0267 SHERMAN RM 1                         50.161 METERS 11001     |
 OQ0269| OQ0780 SIOUX FALLS AUGUSTANA COLL CUP      APPROX. 2.3 KM 1123207.9 |
 OQ0269| OQ0778 SIOUX FALLS AUGUSTANA COLL STK      APPROX. 2.3 KM 1162935.2 |
 OQ0269| OQ0837 SIOUX FALLS COLUMBUS COLL STK       APPROX. 0.6 KM 1304844.6 |
 OQ0269| OQ0268 SHERMAN                              18.601 METERS 14933     |
 OQ0269| OQ0270 SHERMAN RM 2                         45.706 METERS 22540     |
 OQ0269| OQ0832 SIOUX FALLS UNION PACK CO STK       APPROX. 1.8 KM 2285605.0 |
 OQ0269| OQ0830 SIOUX FALLS RAD STA KISD MAST       APPROX. 1.8 KM 3012546.3 |
 OQ0269| OQ0836 WEST SIOUX FALLS GREENHSE STK       APPROX. 2.6 KM 3572036.0 |
 OQ0269|---------------------------------------------------------------------|
 OQ0269
 OQ0269                          SUPERSEDED SURVEY CONTROL
 OQ0269
 OQ0269  ELLIP H (03/16/99)  431.750  (m)                       GP(       ) 4 1
 OQ0269  ELLIP H (01/23/98)  431.744  (m)                       GP(       ) 4 1
 OQ0269  NAD 83(1995)-  43 32 05.40398(N)    096 45 48.01285(W) AD(       ) 1
 OQ0269  NAD 83(1986)-  43 32 05.40632(N)    096 45 47.99280(W) AD(       ) 1
 OQ0269  NAD 27      -  43 32 05.49800(N)    096 45 46.80700(W) AD(       ) 1
 OQ0269  NGVD 29             457.72   (m)         1501.7    (f) LEVELING    3  
 OQ0269  NGVD 29 (??/??/92)  457.72   (m)         1501.7    (f) COMPUTED    1 2
 OQ0269  NGVD 29             458.39   (m)         1503.9    (f) LEVELING    3  
 OQ0269
 OQ0269.Superseded values are not recommended for survey control.
 OQ0269
 OQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0269.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0269
 OQ0269_MARKER: DS = TRIANGULATION STATION DISK
 OQ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0269_STAMPING: SHERMAN 1935
 OQ0269_MARK LOGO: CGS
 OQ0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0269+STABILITY: SURFACE MOTION
 OQ0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0269+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 OQ0269
 OQ0269  HISTORY     - Date     Condition        Report By
 OQ0269  HISTORY     - 1935     MONUMENTED       CGS
 OQ0269  HISTORY     - 1948     GOOD             CGS
 OQ0269  HISTORY     - 1949     GOOD             CGS
 OQ0269  HISTORY     - 1953     GOOD             CGS
 OQ0269  HISTORY     - 1962     GOOD             USGS
 OQ0269  HISTORY     - 19900521 GOOD             NGS
 OQ0269  HISTORY     - 19910913 GOOD             NGS
 OQ0269  HISTORY     - 19920818 GOOD             NOS
 OQ0269  HISTORY     - 19931014 GOOD             WOOLPT
 OQ0269  HISTORY     - 20020616 GOOD             INDIV
 OQ0269  HISTORY     - 20040516 GOOD             COMPA
 OQ0269  HISTORY     - 20090314 GOOD             GEOCAC
 OQ0269  HISTORY     - 20110330 GOOD             INDIV
 OQ0269
 OQ0269                          STATION DESCRIPTION
 OQ0269
 OQ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0269'STATION IS LOCATED IN THE NORTHEAST CORNER OF SHERMAN PARK,
 OQ0269'IN THE CITY OF SIOUX FALLS.  MARK IS SET ON THE NORTHWEST
 OQ0269'CORNER OF THE HIGHEST HILL IN THE VICINITY, ABOUT 60 FEET
 OQ0269'NORTHWEST OF THE MOST WESTERLY ONE OF FOUR INDIAN MOUNDS.
 OQ0269'MARK IS APPROXIMATELY 1/4 MILE NORTH-NORTHEAST OF THE MINNEHAHA
 OQ0269'COUNTY CLUB.
 OQ0269'
 OQ0269'REFERENCE MARK NO. 1 IS 164.57 FEET (50.161 METERS) EAST OF
 OQ0269'STATION AND 15 FEET SOUTH OF CENTERLINE OF AN EAST-WEST ROAD.
 OQ0269'
 OQ0269'REFERENCE MARK NO. 2 IS 149.95 FEET (45.706 METERS) SOUTH-SOUTHWEST
 OQ0269'OF STATION AND 18 FEET WEST OF CENTERLINE OF A NORTH-SOUTH ROAD.
 OQ0269'
 OQ0269'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH OF STATION.
 OQ0269'REACHED FROM STATION BY GOING EAST TO ENTRANCE TO PARK, TURN
 OQ0269'LEFT (NORTH) AND GO 0.4 MILE TO MARK IN WEST FENCE LINE.  IT
 OQ0269'IS 36 FEET WEST OF CENTERLINE OF A NORTH-SOUTH ROAD, AND
 OQ0269'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 OQ0269'
 OQ0269'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OQ0269
 OQ0269                          STATION RECOVERY (1948)
 OQ0269
 OQ0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 OQ0269'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OQ0269
 OQ0269                          STATION RECOVERY (1949)
 OQ0269
 OQ0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0269'2.4 MI SW FROM SIOUX FALLS.
 OQ0269'1.7 MILES WEST ALONG TWELFTH STREET FROM THE WASHINGTON HIGH
 OQ0269'SCHOOL AT SIOUX FALLS, THENCE 0.6 MILE SOUTH ALONG KIWANIS
 OQ0269'AVENUE, THENCE 0.1 MILE WEST ALONG A PARK DRIVE, AT SHERMAN
 OQ0269'PARK, ON THE EAST BLUFF OF THE BIG SIOUX RIVER, 63.9 FEET
 OQ0269'NORTHWEST OF A FLAGPOLE ON TOP OF THE MOST WESTERLY INDIAN
 OQ0269'MOUND (MOST WESTERLY ONE OF FOUR INDIAN MOUNDS LOCATED ON TOP OF
 OQ0269'A HILL), 24.0 FEET NORTH OF THE CENTER LINE OF A PARK DRIVE,
 OQ0269'21.5 FEET WEST OF THE MOST WESTERLY TREE IN A ROW OF ASH TREES
 OQ0269'ALONG THE NORTH SIDE OF A PARK DRIVE, AND SET IN THE TOP OF A
 OQ0269'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OQ0269
 OQ0269                          STATION RECOVERY (1953)
 OQ0269
 OQ0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0269'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 OQ0269'CONDITION.  THE DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE
 OQ0269'MARKS WERE NOT CHECKED.  NO ATTEMPT WAS MADE TO RECOVER THE
 OQ0269'AZIMUTH MARK.
 OQ0269
 OQ0269                          STATION RECOVERY (1962)
 OQ0269
 OQ0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OQ0269'RECOVERED IN GOOD CONDITION.
 OQ0269
 OQ0269                          STATION RECOVERY (1990)
 OQ0269
 OQ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0269'0.3 KM (0.2 MI) NORTHWESTERLY ALONG A PARK ROAD FROM ITS JUNCTION
 OQ0269'WITH 22ND STREET AND KIWANIS AVENUE IN SIOUX FALLS, IN SHERMAN PARK,
 OQ0269'50.1 M (164.4 FT) WEST OF SHERMAN REFERENCE MARK 1, 19.5 M (64.0 FT)
 OQ0269'NORTHWEST OF A FLAGPOLE THAT IS ON TOP OF THE MOST WESTERLY 1 OF 4
 OQ0269'INDIAN BURIAL MOUNDS, 18.7 M (61.4 FT) NORTHWEST OF SDGS
 OQ0269'TRIANGULATION STATION SHERMAN, 7.3 M (24.0 FT) NORTH OF THE CENTER OF
 OQ0269'A ROAD LEADING ALONG THE NORTH SIDE OF THE MOUNDS, 0.3 M (1.0 FT)
 OQ0269'ABOVE THE LEVEL OF THE ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS
 OQ0269'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OQ0269
 OQ0269                          STATION RECOVERY (1991)
 OQ0269
 OQ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0269'STATION IS LOCATED IN SHERMAN PARK IN WEST SIDE OF SIOUX FALLS AND AT
 OQ0269'THE NORTH EDGE OF AN EAST-WEST PAVED ROAD LOCATED AT THE NORTH SIDE
 OQ0269'OF FOUR INDIAN BURIAL MOUNDS NEAR THE NORTHEAST CORNER OF THE PARK.
 OQ0269'OWNERSHIP--CITY OF SIOUX FALLS, PARKS AND RECREATION, 600 EAST 7TH
 OQ0269'STREET, SIOUX FALLS, SD 57101. SUPERINTENDENT OF PARKS AND
 OQ0269'RECREATION, MR. DAVE FISHCER, PHONE 605-339-7060
 OQ0269'TO REACH THE STATION FROM THE JUNCTION OF 22ND STREET AND KIWANIS
 OQ0269'AVENUE, NEAR THE WEST EDGE OF SIOUX FALLS AND AT THE ENTRANCE TO
 OQ0269'SHERMAN PARK, GO WEST, THEN SHARP RIGHT TO A GATE, PASS THROUGH GATE
 OQ0269'AND CONTINUE NORTHERLY ON A PAVED PARK ROAD FOR 0.3 KM (0.2 MI) TO
 OQ0269'SITE OF FOUR INDIAN BURIAL MOUNDS AND THE STATION LOCATED NORTH OF
 OQ0269'THE MOST WESTERLY MOUND AND AT THE NORTH EDGE OF EAST-WEST PAVED PARK
 OQ0269'ROAD.
 OQ0269'STATION IS 7.3 M (24.0 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 OQ0269'PARK ROAD WHICH RUNS ALONG THE NORTH SIDE OF THE INDIAN MOUNDS, 19.5
 OQ0269'M (64.0 FT) NORTHWEST FROM A FLAGPOLE WHICH IS ON TOP OF THE MOST
 OQ0269'WESTERLY 1 OF 4 INDIAN BURIAL MOUNDS, 50.1 M (164.4 FT) WEST FROM
 OQ0269'RM1, 18.7 M (61.4 FT) NORTHWEST FROM SDGS TRIANGULATION STATION
 OQ0269'SHERMAN AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 OQ0269
 OQ0269                          STATION RECOVERY (1992)
 OQ0269
 OQ0269'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 OQ0269'RECOVERED IN GOOD CONDITION.
 OQ0269
 OQ0269                          STATION RECOVERY (1993)
 OQ0269
 OQ0269'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TFM)
 OQ0269'RECOVERED AS DESCRIBED.
 OQ0269
 OQ0269                          STATION RECOVERY (2002)
 OQ0269
 OQ0269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 OQ0269'RECOVERED BY COMPASSCOM INC. EMPLOYEE
 OQ0269
 OQ0269                          STATION RECOVERY (2004)
 OQ0269
 OQ0269'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 OQ0269'RECOVERED IN GOOD CONDITION.
 OQ0269
 OQ0269                          STATION RECOVERY (2009)
 OQ0269
 OQ0269'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0269'RECOVERED IN GOOD CONDITION. FLAGPOLE NO LONGER EXISTS. STATION IS 5FT
 OQ0269'WEST OF A WOODEN FENCE POST AND IS 25FT WEST OF A HISTORICAL MARKER.
 OQ0269
 OQ0269                          STATION RECOVERY (2011)
 OQ0269
 OQ0269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0760 ***********************************************************************
 OQ0760  DESIGNATION -  SHERMAN
 OQ0760  PID         -  OQ0760
 OQ0760  STATE/COUNTY-  SD/MINNEHAHA
 OQ0760  COUNTRY     -  US
 OQ0760  USGS QUAD   -  DELL RAPIDS SE (2017)
 OQ0760
 OQ0760                         *CURRENT SURVEY CONTROL
 OQ0760  ______________________________________________________________________
 OQ0760* NAD 83(1996) POSITION- 43 47 36.99921(N) 096 33 08.17068(W)   ADJUSTED
 OQ0760* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) SCALED
 OQ0760  ______________________________________________________________________
 OQ0760  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 OQ0760  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 OQ0760  HORZ ORDER      -  THIRD
 OQ0760
 OQ0760.This mark is at Sisseton Airport (8D3)
 OQ0760
 OQ0760.The horizontal coordinates were established by classical geodetic methods
 OQ0760.and adjusted by the National Geodetic Survey in January 1998.
 OQ0760
 OQ0760.The orthometric height was scaled from a topographic map.
 OQ0760
 OQ0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0760.GEOID18 height accuracy estimate available here.
 OQ0760
 OQ0760.Click photographs - Photos may exist for this station.
 OQ0760
 OQ0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0760
 OQ0760. The following values were computed from the NAD 83(1996) position.
 OQ0760
 OQ0760;                    North         East     Units Scale Factor Converg.
 OQ0760;SPC SD S     -   169,149.923   904,181.990   MT  0.99991153   +2 36 30.1
 OQ0760;SPC SD S     -   554,952.71  2,966,470.41   sFT  0.99991153   +2 36 30.1
 OQ0760;UTM  14      - 4,851,862.102   696,926.217   MT  1.00007701   +1 41 40.3
 OQ0760
 OQ0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0760!SPC SD S     -   0.99992880  x   0.99991153  =   0.99984034
 OQ0760!UTM  14      -   0.99992880  x   1.00007701  =   1.00000581
 OQ0760
 OQ0760:                Primary Azimuth Mark                     Grid Az
 OQ0760:SPC SD S     -  SHERMAN AZ MK                            358 48 33.1
 OQ0760:UTM  14      -  SHERMAN AZ MK                            359 43 22.9
 OQ0760
 OQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9692651862(NAD 83)
 OQ0760
 OQ0760|---------------------------------------------------------------------|
 OQ0760| PID    Reference Object                     Distance      Geod. Az  |
 OQ0760|                                                           dddmmss.s |
 OQ0760| CO4536 SHERMAN AZ MK                                      0012503.2 |
 OQ0760| DR5437 SHERMAN RM 1                         20.860 METERS 07810     |
 OQ0760| DR5438 SHERMAN RM 2                         28.293 METERS 17856     |
 OQ0760| OQ0764 DELL RAPIDS WATER TANK              APPROX.13.3 KM 2870920.2 |
 OQ0760|---------------------------------------------------------------------|
 OQ0760
 OQ0760                          SUPERSEDED SURVEY CONTROL
 OQ0760
 OQ0760  NAD 83(1986)-  43 47 37.00278(N)    096 33 08.14863(W) AD(       ) 3
 OQ0760  NAD 27      -  43 47 37.10000(N)    096 33 06.99200(W) AD(       ) 3
 OQ0760
 OQ0760.Superseded values are not recommended for survey control.
 OQ0760
 OQ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0760.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0760
 OQ0760_MARKER: DS = TRIANGULATION STATION DISK
 OQ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0760_STAMPING: SHERMAN 1949
 OQ0760_MARK LOGO: CGS
 OQ0760_PROJECTION: FLUSH
 OQ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0760+STABILITY: SURFACE MOTION
 OQ0760
 OQ0760  HISTORY     - Date     Condition        Report By
 OQ0760  HISTORY     - 1949     MONUMENTED       CGS
 OQ0760
 OQ0760                          STATION DESCRIPTION
 OQ0760
 OQ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0760'THE STATION IS LOCATED ABOUT 8 MILES EAST AND 2 MILES SOUTH OF
 OQ0760'THE SMALL CITY OF DELL RAPIDS, ON LAND OWNED BY MR. BENNY BERT
 OQ0760'WHO LIVES ABOUT 2 MILES WEST OF THE STATION.  IT IS 35 FEET
 OQ0760'WEST OF THE CENTERLINE OF A ROAD AND 1 FOOT SOUTHWEST OF A
 OQ0760'FENCE CORNER.  THE MARK IS STAMPED SHERMAN 1949 AND IS SET FLUSH
 OQ0760'WITH THE GROUND.
 OQ0760'
 OQ0760'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE CENTERLINE OF
 OQ0760'A ROAD, 13 FEET SOUTH OF THE CENTERLINE OF A ROAD AND 1 FOOT
 OQ0760'SOUTHWEST OF A FENCE CORNER.  THE MARK IS STAMPED SHERMAN
 OQ0760'NO 1 1949 AND PROJECTS ABOUT 2 INCHES.
 OQ0760'
 OQ0760'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTERLINE OF A
 OQ0760'ROAD.  THE MARK IS STAMPED SHERMAN NO 2 1949 AND PROJECTS ABOUT
 OQ0760'2 INCHES.
 OQ0760'
 OQ0760'AZIMUTH MARK IS 33 FEET EAST OF THE CENTERLINE OF A ROAD, 2
 OQ0760'FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCELINE.
 OQ0760'THE MARK IS STAMPED SHERMAN 1949 AND PROJECTS ABOUT 3 INCHES.
 OQ0760'
 OQ0760'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 OQ0760'77 AT THE EAST EDGE OF DELL RAPIDS, GO NORTH FOR 0.2 MILE TO
 OQ0760'CROSS ROADS, TURN RIGHT (EAST) FOR 6.8 MILE TO CROSSROADS AND
 OQ0760'SCHOOL HOUSE ON RIGHT, CONTINUE EAST FOR 0.95 MILE TO
 OQ0760'CROSSROADS, TURN RIGHT (SOUTH) FOR 1.65 MILES TO AZIMUTH MARK
 OQ0760'ON LEFT AS DESCRIBED, CONTINUE SOUTH FOR 0.4 MILE TO STATION
 OQ0760'ON RIGHT.
 OQ0760'
 OQ0760'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0266 ***********************************************************************
 OQ0266  DESIGNATION -  SHERMAN AZ MK
 OQ0266  PID         -  OQ0266
 OQ0266  STATE/COUNTY-  SD/MINNEHAHA
 OQ0266  COUNTRY     -  US
 OQ0266  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0266
 OQ0266                         *CURRENT SURVEY CONTROL
 OQ0266  ______________________________________________________________________
 OQ0266* NAD 83(1986) POSITION- 43 32 28.     (N) 096 45 40.     (W)   SCALED
 OQ0266* NAVD 88 ORTHO HEIGHT -   430.854 (meters)     1413.56  (feet) ADJUSTED
 OQ0266  ______________________________________________________________________
 OQ0266  GEOID HEIGHT    -        -26.343 (meters)                     GEOID18
 OQ0266  DYNAMIC HEIGHT  -        430.740 (meters)     1413.19  (feet) COMP
 OQ0266  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 OQ0266
 OQ0266  VERT ORDER      -  FIRST     CLASS II
 OQ0266
 OQ0266.The horizontal coordinates were scaled from a map and have
 OQ0266.an estimated accuracy of +/- 6 seconds.
 OQ0266
 OQ0266.The orthometric height was determined by differential leveling and
 OQ0266.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0266.in June 1991.
 OQ0266
 OQ0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0266.GEOID18 height accuracy estimate available here.
 OQ0266
 OQ0266.Click photographs - Photos may exist for this station.
 OQ0266
 OQ0266.The dynamic height is computed by dividing the NAVD 88
 OQ0266.geopotential number by the normal gravity value computed on the
 OQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0266.degrees latitude (g = 980.6199 gals.).
 OQ0266
 OQ0266.The modeled gravity was interpolated from observed gravity values.
 OQ0266
 OQ0266;                    North         East    Units  Estimated Accuracy
 OQ0266;SPC SD S     -   140,380.      888,600.      MT  (+/- 180 meters Scaled)
 OQ0266
 OQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP808233(NAD 83)
 OQ0266
 OQ0266                          SUPERSEDED SURVEY CONTROL
 OQ0266
 OQ0266  NGVD 29 (??/??/92)  430.580  (m)         1412.66   (f) ADJ UNCH    1 2
 OQ0266
 OQ0266.Superseded values are not recommended for survey control.
 OQ0266
 OQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0266.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0266
 OQ0266_MARKER: DR = REFERENCE MARK DISK
 OQ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0266_STAMPING: SHERMAN AZI 1935
 OQ0266_MARK LOGO: CGS
 OQ0266_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0266+STABILITY: SURFACE MOTION
 OQ0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0266+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1990
 OQ0266
 OQ0266  HISTORY     - Date     Condition        Report By
 OQ0266  HISTORY     - 1935     MONUMENTED       CGS
 OQ0266  HISTORY     - 1949     GOOD             CGS
 OQ0266  HISTORY     - 19900514 GOOD             NGS
 OQ0266
 OQ0266                          STATION DESCRIPTION
 OQ0266
 OQ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0266'1.9 MI S FROM SIOUX FALLS.
 OQ0266'1.7 MILES WEST ALONG TWELFTH STREET FROM THE WASHINGTON HIGH
 OQ0266'SCHOOL AT SIOUX FALLS, THENCE 0.2 MILE SOUTH ALONG KIWANIS
 OQ0266'AVENUE, 307.0 FEET NORTH OF THE EXTENDED CENTER LINE OF FIFTEENTH
 OQ0266'STREET, 34.0 FEET WEST OF THE CENTER LINE OF KIWANIS AVENUE,
 OQ0266'6.6 FEET EAST OF A FENCE, 3.2 FEET SOUTH OF A 5-INCH ELM TREE,
 OQ0266'1.2 FEET NORTH OF A REFERENCE POST, IN LINE WITH A ROW OF ELM
 OQ0266'TREES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OQ0266'ABOVE THE GROUND.
 OQ0266
 OQ0266                          STATION RECOVERY (1990)
 OQ0266
 OQ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0266'IN SIOUX FALLS, AT 600 KIWANIS AVENUE, NEAR THE EAST EDGE OF SHERMAN
 OQ0266'PARK, 83.2 M (273.0 FT) NORTH OF A FIRE HYDRANT, 28.9 M (94.8 FT)
 OQ0266'WEST OF THE NORTHWEST CORNER OF AN APARTMENT BUILDING AT 600 KIWANIS
 OQ0266'AVENUE, 25.1 M (82.3 FT) NORTHEAST OF THE MOST NORTHERLY 1 OF 4 LIGHT
 OQ0266'POLES, 12.8 M (42.0 FT) SOUTH OF UTILITY POLE NUMBER TPE, 90.8 M
 OQ0266'(297.9 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE AVENUE, AND
 OQ0266'IN A CONCRETE MONUMENT THAT IS 0.05 M (0.16 FT) BELOW THE GROUND
 OQ0266'SURFACE.  NOTE--THE DISK IS A REFERENCE MARK DISK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0267 ***********************************************************************
 OQ0267  DESIGNATION -  SHERMAN RM 1
 OQ0267  PID         -  OQ0267
 OQ0267  STATE/COUNTY-  SD/MINNEHAHA
 OQ0267  COUNTRY     -  US
 OQ0267  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0267
 OQ0267                         *CURRENT SURVEY CONTROL
 OQ0267  ______________________________________________________________________
 OQ0267* NAD 83(1986) POSITION- 43 32 04.85   (N) 096 45 45.92   (W)   HD_HELD1
 OQ0267* NAVD 88 ORTHO HEIGHT -   456.907 (meters)     1499.04  (feet) ADJUSTED
 OQ0267  ______________________________________________________________________
 OQ0267  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OQ0267  DYNAMIC HEIGHT  -        456.786 (meters)     1498.64  (feet) COMP
 OQ0267  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 OQ0267
 OQ0267  VERT ORDER      -  FIRST     CLASS II
 OQ0267
 OQ0267.The horizontal coordinates were determined by differentially corrected
 OQ0267.hand held GPS observations or other comparable positioning techniques
 OQ0267.and have an estimated accuracy of +/- 3 meters.
 OQ0267
 OQ0267.The orthometric height was determined by differential leveling and
 OQ0267.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0267.in June 1991.
 OQ0267
 OQ0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0267.GEOID18 height accuracy estimate available here.
 OQ0267
 OQ0267.Click photographs - Photos may exist for this station.
 OQ0267
 OQ0267.The dynamic height is computed by dividing the NAVD 88
 OQ0267.geopotential number by the normal gravity value computed on the
 OQ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0267.degrees latitude (g = 980.6199 gals.).
 OQ0267
 OQ0267.The modeled gravity was interpolated from observed gravity values.
 OQ0267
 OQ0267;                    North         East    Units  Estimated Accuracy
 OQ0267;SPC SD S     -   139,661.1     888,495.7     MT  (+/- 3 meters HH1 GPS) 
 OQ0267
 OQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8076722624(NAD 83)
 OQ0267
 OQ0267                          SUPERSEDED SURVEY CONTROL
 OQ0267
 OQ0267  NGVD 29 (??/??/92)  456.634  (m)         1498.14   (f) ADJ UNCH    1 2
 OQ0267
 OQ0267.Superseded values are not recommended for survey control.
 OQ0267
 OQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0267.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0267
 OQ0267_MARKER: DR = REFERENCE MARK DISK
 OQ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0267_STAMPING: SHERMAN NO 1 1935
 OQ0267_MARK LOGO: CGS
 OQ0267_PROJECTION: FLUSH
 OQ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0267+STABILITY: SURFACE MOTION
 OQ0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0267+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 OQ0267
 OQ0267  HISTORY     - Date     Condition        Report By
 OQ0267  HISTORY     - 1935     MONUMENTED       CGS
 OQ0267  HISTORY     - 1949     GOOD             CGS
 OQ0267  HISTORY     - 1962     MARK NOT FOUND   USGS
 OQ0267  HISTORY     - 19900525 GOOD             NGS
 OQ0267  HISTORY     - 20090328 GOOD             GEOCAC
 OQ0267  HISTORY     - 20130806 GOOD             GEOCAC
 OQ0267
 OQ0267                          STATION DESCRIPTION
 OQ0267
 OQ0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0267'2.4 MI SW FROM SIOUX FALLS.
 OQ0267'1.7 MILES WEST ALONG TWELFTH STREET FROM THE WASHINGTON HIGH
 OQ0267'SCHOOL AT SIOUX FALLS, THENCE 0.6 MILE SOUTH ALONG KIWANIS
 OQ0267'AVENUE, THENCE 0.1 MILE WEST ALONG A PARK DRIVE, AT SHERMAN
 OQ0267'PARK, ON THE EAST BLUFF OF THE BIG SIOUX RIVER, 164.5 FEET EAST
 OQ0267'OF TRIANGULATION STATION SHERMAN 1935, 118.6 FEET EAST OF A
 OQ0267'FLAGPOLE ON TOP OF THE MOST WESTERLY INDIAN MOUND (MOST WESTERLY
 OQ0267'ONE OF FOUR INDIAN MOUNDS LOCATE ON TOP OF A HILL), 14.0 FEET
 OQ0267'SOUTH OF THE CENTER LINE OF A PARK DRIVE ALONG THE NORTH SIDE
 OQ0267'OF THE INDIAN MOUNDS, AND SET IN THE TOP OF A CONCRETE POST
 OQ0267'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  NOTE-- THE NEW
 OQ0267'ROAD CONSTRUCTION HAS PROBABLY DESTROYED THE POST.
 OQ0267
 OQ0267                          STATION RECOVERY (1962)
 OQ0267
 OQ0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OQ0267'MARK NOT FOUND.
 OQ0267
 OQ0267                          STATION RECOVERY (1990)
 OQ0267
 OQ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0267'0.3 KM (0.2 MI) NORTHWESTERLY ALONG A PARK ROAD FROM ITS JUNCTION
 OQ0267'WITH 22ND STREET AND KIWANIS AVENUE IN SIOUX FALLS, IN SHERMAN PARK,
 OQ0267'BETWEEN THE SECOND AND THIRD INDIAN BURIAL MOUNDS, 50.1 M (164.4 FT)
 OQ0267'EAST OF THE CGS TRIANGULATION STATION SHERMAN, 36.1 M (118.4 FT) EAST
 OQ0267'OF A FLAG POLE ON TOP OF THE MOST WESTERLY 1 OF 4 INDIAN BURIAL
 OQ0267'MOUNDS, 34.5 M (113.2 FT) WEST OF A HISTORICAL SIGN, 4.3 M (14.1 FT)
 OQ0267'SOUTH OF AND LEVEL WITH THE CENTER OF THE ROAD ALONG THE NORTH SIDE
 OQ0267'OF THE MOUNDS, AND IN TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH
 OQ0267'THE GROUND SURFACE.
 OQ0267
 OQ0267                          STATION RECOVERY (2009)
 OQ0267
 OQ0267'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0267'MARK IS ABOUT 1/2 INCH BELOW GROUND LEVEL. IT WAS COMPLETELY COVERED
 OQ0267'BY DIRT AND MUD. CLEANED THE MARK AS WELL AS POSSIBLE. OTHERWISE MARK
 OQ0267'IS IN GOOD CONDITION.
 OQ0267
 OQ0267                          STATION RECOVERY (2013)
 OQ0267
 OQ0267'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 OQ0267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0270 ***********************************************************************
 OQ0270  DESIGNATION -  SHERMAN RM 2
 OQ0270  PID         -  OQ0270
 OQ0270  STATE/COUNTY-  SD/MINNEHAHA
 OQ0270  COUNTRY     -  US
 OQ0270  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0270
 OQ0270                         *CURRENT SURVEY CONTROL
 OQ0270  ______________________________________________________________________
 OQ0270* NAD 83(1986) POSITION- 43 32 04.37   (N) 096 45 49.47   (W)   HD_HELD1
 OQ0270* NAVD 88 ORTHO HEIGHT -   455.568 (meters)     1494.64  (feet) ADJUSTED
 OQ0270  ______________________________________________________________________
 OQ0270  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 OQ0270  DYNAMIC HEIGHT  -        455.447 (meters)     1494.25  (feet) COMP
 OQ0270  MODELED GRAVITY -    980,340.1   (mgal)                       NAVD 88
 OQ0270
 OQ0270  VERT ORDER      -  FIRST     CLASS II
 OQ0270
 OQ0270.The horizontal coordinates were determined by differentially corrected
 OQ0270.hand held GPS observations or other comparable positioning techniques
 OQ0270.and have an estimated accuracy of +/- 3 meters.
 OQ0270
 OQ0270.The orthometric height was determined by differential leveling and
 OQ0270.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0270.in June 1991.
 OQ0270
 OQ0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0270.GEOID18 height accuracy estimate available here.
 OQ0270
 OQ0270.Click photographs - Photos may exist for this station.
 OQ0270
 OQ0270.The dynamic height is computed by dividing the NAVD 88
 OQ0270.geopotential number by the normal gravity value computed on the
 OQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0270.degrees latitude (g = 980.6199 gals.).
 OQ0270
 OQ0270.The modeled gravity was interpolated from observed gravity values.
 OQ0270
 OQ0270;                    North         East    Units  Estimated Accuracy
 OQ0270;SPC SD S     -   139,642.8     888,416.7     MT  (+/- 3 meters HH1 GPS) 
 OQ0270
 OQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8068822607(NAD 83)
 OQ0270
 OQ0270                          SUPERSEDED SURVEY CONTROL
 OQ0270
 OQ0270  NGVD 29 (??/??/92)  455.303  (m)         1493.77   (f) ADJ UNCH    1 2
 OQ0270
 OQ0270.Superseded values are not recommended for survey control.
 OQ0270
 OQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0270.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0270
 OQ0270_MARKER: DR = REFERENCE MARK DISK
 OQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0270_STAMPING: SHERMAN NO 2 1935
 OQ0270_MARK LOGO: CGS
 OQ0270_PROJECTION: FLUSH
 OQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0270+STABILITY: SURFACE MOTION
 OQ0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0270+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 OQ0270
 OQ0270  HISTORY     - Date     Condition        Report By
 OQ0270  HISTORY     - 1935     MONUMENTED       CGS
 OQ0270  HISTORY     - 1949     GOOD             CGS
 OQ0270  HISTORY     - 1962     GOOD             USGS
 OQ0270  HISTORY     - 19900525 GOOD             NGS
 OQ0270  HISTORY     - 20090328 GOOD             GEOCAC
 OQ0270  HISTORY     - 20110330 GOOD             INDIV
 OQ0270  HISTORY     - 20130806 GOOD             GEOCAC
 OQ0270
 OQ0270                          STATION DESCRIPTION
 OQ0270
 OQ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0270'2.4 MI SW FROM SIOUX FALLS.
 OQ0270'1.7 MILES WEST ALONG TWELFTH STREET FROM THE WASHINGTON HIGH
 OQ0270'SCHOOL AT SIOUX FALLS, THENCE 0.6 MILE SOUTH ALONG KIWANIS
 OQ0270'AVENUE, THENCE 0.1 MILE WEST ALONG A PARK DRIVE, AT SHERMAN
 OQ0270'PARK, ON THE EAST BLUFF OF THE BIG SIOUX RIVER, 153.0 FEET
 OQ0270'SOUTHWEST OF A FLAGPOLE ON TOP OF THE MOST WESTERLY INDIAN
 OQ0270'MOUND (MOST WESTERLY ONE OF FOUR INDIAN MOUNDS LOCATED ON TOP
 OQ0270'OF A HILL), 20.0 FEET SOUTHEAST OF THE EDGE OF A BLUFF, 15.0 FEET
 OQ0270'NORTHWEST OF THE CENTER LINE OF A PARK DRIVE, AND SET IN THE
 OQ0270'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 OQ0270'GROUND.
 OQ0270
 OQ0270                          STATION RECOVERY (1962)
 OQ0270
 OQ0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OQ0270'RECOVERED IN GOOD CONDITION.
 OQ0270
 OQ0270                          STATION RECOVERY (1990)
 OQ0270
 OQ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0270'0.3 KM (0.2 MI) NORTHWESTERLY ALONG A PARK ROAD FROM ITS JUNCTION
 OQ0270'WITH 22ND STREET AND KIWANIS AVENUE IN SIOUX FALLS, IN SHERMAN PARK,
 OQ0270'46.6 M (152.9 FT) SOUTH-SOUTHWEST OF A FLAG POLE ON TOP OF THE MOST
 OQ0270'WESTERLY 1 OF 4 INDIAN BURIAL MOUNDS, 45.7 M (149.9 FT)
 OQ0270'SOUTH-SOUTHWEST OF CGS TRIANGULATION STATION SHERMAN, 4.6 M (15.1 FT)
 OQ0270'NORTHWEST OF AND LEVEL WITH THE CENTER OF THE ROAD, AND IN A CONCRETE
 OQ0270'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OQ0270
 OQ0270                          STATION RECOVERY (2009)
 OQ0270
 OQ0270'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0270'MARK RECOVERED IN GOOD CONDITION.
 OQ0270
 OQ0270                          STATION RECOVERY (2011)
 OQ0270
 OQ0270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0270'RECOVERED IN GOOD CONDITION.
 OQ0270
 OQ0270                          STATION RECOVERY (2013)
 OQ0270
 OQ0270'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 OQ0270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0858 ***********************************************************************
 QS0858  DESIGNATION -  SHIRT
 QS0858  PID         -  QS0858
 QS0858  STATE/COUNTY-  SD/CORSON
 QS0858  COUNTRY     -  US
 QS0858  USGS QUAD   -  MCINTOSH SE (2017)
 QS0858
 QS0858                         *CURRENT SURVEY CONTROL
 QS0858  ______________________________________________________________________
 QS0858* NAD 83(1996) POSITION- 45 48 22.04940(N) 101 19 41.32675(W)   ADJUSTED
 QS0858* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 QS0858  ______________________________________________________________________
 QS0858  GEOID HEIGHT    -        -20.520 (meters)                     GEOID18
 QS0858  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 QS0858  HORZ ORDER      -  THIRD
 QS0858
 QS0858.The horizontal coordinates were established by classical geodetic methods
 QS0858.and adjusted by the National Geodetic Survey in January 1998.
 QS0858
 QS0858.The orthometric height was scaled from a topographic map.
 QS0858
 QS0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0858.GEOID18 height accuracy estimate available here.
 QS0858
 QS0858.Click photographs - Photos may exist for this station.
 QS0858
 QS0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0858
 QS0858. The following values were computed from the NAD 83(1996) position.
 QS0858
 QS0858;                    North         East     Units Scale Factor Converg.
 QS0858;SPC SD N     -   220,078.939   496,760.613   MT  1.00002602   -0 56 23.9
 QS0858;SPC SD N     -   722,042.32  1,629,788.78   sFT  1.00002602   -0 56 23.9
 QS0858;UTM  14      - 5,075,142.888   319,098.989   MT  1.00000234   -1 40 10.9
 QS0858
 QS0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0858!SPC SD N     -   0.99990235  x   1.00002602  =   0.99992837
 QS0858!UTM  14      -   0.99990235  x   1.00000234  =   0.99990469
 QS0858
 QS0858:                Primary Azimuth Mark                     Grid Az
 QS0858:SPC SD N     -  H 19                                     001 11 14.6
 QS0858:UTM  14      -  H 19                                     001 55 01.6
 QS0858
 QS0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1909875142(NAD 83)
 QS0858
 QS0858|---------------------------------------------------------------------|
 QS0858| PID    Reference Object                     Distance      Geod. Az  |
 QS0858|                                                           dddmmss.s |
 QS0858| QS0417 H 19                                APPROX. 1.2 KM 0001450.7 |
 QS0858| CQ9488 SHIRT RM 1                           12.632 METERS 08349     |
 QS0858| QS0629 SHIRT 2                              45.650 METERS 09015     |
 QS0858| QS0856 MCINTOSH ST BONAVENTURE CH          APPROX.13.0 KM 3520304.8 |
 QS0858| QS0857 MCINTOSH MUNICIPAL TANK             APPROX.13.0 KM 3521455.9 |
 QS0858| CQ9489 SHIRT RM 2                           10.376 METERS 35254     |
 QS0858|---------------------------------------------------------------------|
 QS0858
 QS0858                          SUPERSEDED SURVEY CONTROL
 QS0858
 QS0858  NAD 83(1986)-  45 48 22.04101(N)    101 19 41.32374(W) AD(       ) 3
 QS0858  NAD 27      -  45 48 22.03600(N)    101 19 39.85500(W) AD(       ) 3
 QS0858
 QS0858.Superseded values are not recommended for survey control.
 QS0858
 QS0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0858.See file dsdata.pdf to determine how the superseded data were derived.
 QS0858
 QS0858_MARKER: DS = TRIANGULATION STATION DISK
 QS0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0858_STAMPING: SHIRT 1952
 QS0858_MARK LOGO: CGS
 QS0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0858+STABILITY: SURFACE MOTION
 QS0858
 QS0858  HISTORY     - Date     Condition        Report By
 QS0858  HISTORY     - 1952     MONUMENTED       CGS
 QS0858  HISTORY     - 1956     GOOD             CGS
 QS0858
 QS0858                          STATION DESCRIPTION
 QS0858
 QS0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0858'THE STATION IS LOCATED ON THE CREST OF A HILL IN PASTURE LAND,
 QS0858'ABOUT 7.5 MILES SOUTH-SOUTHEAST OF MC INTOSH, ABOUT 10 MILES
 QS0858'NORTH OF THE GRAND RIVER, IN THE SOUTHWEST 1/4 OF SECTION 6,
 QS0858'T 21 N, R 23 E, ON LAND OWNED BY MR. R.A. CAMPBELL, 45.5 FEET
 QS0858'SOUTH OF THE SOUTH GATE POST OF A WIRE GATE, 31 FEET EAST OF
 QS0858'THE CENTER OF STATE HIGHWAY NO. 65, 8 FEET NORTHEAST OF A 4
 QS0858'IN X 4 IN WITNESS POST, AND 4 FEET EAST OF A WIRE FENCE.
 QS0858'
 QS0858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 12
 QS0858'AND STATE HIGHWAY NO. 65 AT THE EAST EDGE OF MC INTOSH, GO
 QS0858'SOUTH ON NO. 65 FOR 7.9 MILES TO THE AZIMUTH MARK ON THE
 QS0858'LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.75 MILE TO THE STATION
 QS0858'ON THE LEFT.
 QS0858'
 QS0858'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 QS0858'SHIRT 1952.
 QS0858'
 QS0858'REFERENCE MARK NO. 1 IS IN OPEN PASTURE LAND, 45 FEET EAST OF
 QS0858'THE WIRE FENCE.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0858'SHIRT NO 1 1952.
 QS0858'
 QS0858'REFERENCE MARK NO. 2 IS 28 FEET EAST OF THE CENTER OF THE
 QS0858'HIGHWAY, 12 FEET SOUTH OF THE SOUTH GATE POST OF THE WIRE GATE,
 QS0858'AND 1 FOOT EAST OF THE WIRE FENCE.  IT PROJECTS 10 INCHES, AND THE
 QS0858'DISK IS STAMPED SHIRT NO 2 1952.
 QS0858'
 QS0858'BENCH MARK H 19 (AZIMUTH MARK) IS ON THE CREST OF A HILL,
 QS0858'45 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 13 FEET EAST
 QS0858'OF A 4 IN X 4 IN WITNESS POST THAT IS SET IN A NORTH-SOUTH
 QS0858'WIRE FENCE.  IT IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 QS0858'DISK STAMPED H 19 1933 SET IN THE TOP OF A 12 IN X 12 IN CONCRETE
 QS0858'POST THAT PROJECTS 6 INCHES.
 QS0858
 QS0858                          STATION RECOVERY (1956)
 QS0858
 QS0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QS0858'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION OF R.M. NO. 2
 QS0858'WHICH HAD BEEN GRADED OUT.  AT THE REQUEST OF THE SOUTH DAKOTA
 QS0858'STATE HIGHWAY DEPARTMENT ALL MARKS AT THIS STATION HAD TO BE
 QS0858'MOVED.  A NEW STATION WAS ESTABLISHED ABOUT 150 FEET EAST OF
 QS0858'THE ORIGINAL STATION.  FOR DETAILS SEE DESCRIPTION OF SHIRT 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0629 ***********************************************************************
 QS0629  DESIGNATION -  SHIRT 2
 QS0629  PID         -  QS0629
 QS0629  STATE/COUNTY-  SD/CORSON
 QS0629  COUNTRY     -  US
 QS0629  USGS QUAD   -  MCINTOSH SE (2017)
 QS0629
 QS0629                         *CURRENT SURVEY CONTROL
 QS0629  ______________________________________________________________________
 QS0629* NAD 83(1996) POSITION- 45 48 22.04286(N) 101 19 39.21261(W)   NO CHECK
 QS0629* NAVD 88 ORTHO HEIGHT -   656.853 (meters)     2155.03  (feet) ADJUSTED
 QS0629  ______________________________________________________________________
 QS0629  GEOID HEIGHT    -        -20.521 (meters)                     GEOID18
 QS0629  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 QS0629  DYNAMIC HEIGHT  -        656.787 (meters)     2154.81  (feet) COMP
 QS0629  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 QS0629
 QS0629  HORZ ORDER      -  THIRD
 QS0629  VERT ORDER      -  FIRST     CLASS II
 QS0629
 QS0629.The horizontal coordinates were established by classical geodetic methods
 QS0629.and adjusted by the National Geodetic Survey in January 1998.
 QS0629
 QS0629.No horizontal observational check was made to the station.
 QS0629
 QS0629.The orthometric height was determined by differential leveling and
 QS0629.adjusted by the NATIONAL GEODETIC SURVEY
 QS0629.in June 1991.
 QS0629
 QS0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0629.GEOID18 height accuracy estimate available here.
 QS0629
 QS0629.Click photographs - Photos may exist for this station.
 QS0629
 QS0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0629
 QS0629.The dynamic height is computed by dividing the NAVD 88
 QS0629.geopotential number by the normal gravity value computed on the
 QS0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0629.degrees latitude (g = 980.6199 gals.).
 QS0629
 QS0629.The modeled gravity was interpolated from observed gravity values.
 QS0629
 QS0629. The following values were computed from the NAD 83(1996) position.
 QS0629
 QS0629;                    North         East     Units Scale Factor Converg.
 QS0629;SPC SD N     -   220,077.988   496,806.254   MT  1.00002602   -0 56 22.4
 QS0629;SPC SD N     -   722,039.20  1,629,938.52   sFT  1.00002602   -0 56 22.4
 QS0629;UTM  14      - 5,075,141.357   319,144.614   MT  1.00000213   -1 40 09.4
 QS0629
 QS0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0629!SPC SD N     -   0.99990025  x   1.00002602  =   0.99992627
 QS0629!UTM  14      -   0.99990025  x   1.00000213  =   0.99990238
 QS0629
 QS0629:                Primary Azimuth Mark                     Grid Az
 QS0629:SPC SD N     -  H 19                                     358 57 28.4
 QS0629:UTM  14      -  H 19                                     359 41 15.4
 QS0629
 QS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1914475141(NAD 83)
 QS0629
 QS0629|---------------------------------------------------------------------|
 QS0629| PID    Reference Object                     Distance      Geod. Az  |
 QS0629|                                                           dddmmss.s |
 QS0629| QS0418 H 19 RESET                          APPROX. 1.2 KM 0001434.7 |
 QS0629| CQ9491 SHIRT 2 RM 4                         10.113 METERS 18009     |
 QS0629| QS0858 SHIRT                                45.650 METERS 27015     |
 QS0629| QS0856 MCINTOSH ST BONAVENTURE CH          APPROX.13.0 KM 3515110.7 |
 QS0629| QS0857 MCINTOSH MUNICIPAL TANK             APPROX.13.0 KM 3520301.8 |
 QS0629| QS0417 H 19                                APPROX. 1.2 KM 3580106.0 |
 QS0629| CQ9490 SHIRT 2 RM 3                         12.771 METERS 35857     |
 QS0629|---------------------------------------------------------------------|
 QS0629
 QS0629                          SUPERSEDED SURVEY CONTROL
 QS0629
 QS0629  NAD 83(1986)-  45 48 22.03447(N)    101 19 39.21037(W) AD(       ) 3
 QS0629  NAD 27      -  45 48 22.03000(N)    101 19 37.74100(W) AD(       ) 3
 QS0629
 QS0629.Superseded values are not recommended for survey control.
 QS0629
 QS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0629.See file dsdata.pdf to determine how the superseded data were derived.
 QS0629
 QS0629_MARKER: DS = TRIANGULATION STATION DISK
 QS0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0629_STAMPING: SHIRT 2 1956
 QS0629_MARK LOGO: CGS
 QS0629_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0629+STABILITY: SURFACE MOTION
 QS0629
 QS0629  HISTORY     - Date     Condition        Report By
 QS0629  HISTORY     - 1956     MONUMENTED       CGS
 QS0629  HISTORY     - 1985     GOOD             NGS
 QS0629
 QS0629                          STATION DESCRIPTION
 QS0629
 QS0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 QS0629'THE STATION IS LOCATED ON THE CREST OF A HILL IN PASTURE LAND
 QS0629'ABOUT 7.5 MILES SOUTH-SOUTHEAST OF MC INTOSH, ABOUT 10 MILES
 QS0629'NORTH OF THE GRAND RIVER, IN THE SW 1/4 SEC. 6, T 21 N, R 23 E
 QS0629'AND IS ON LAND OWNED BY MR. R.A. CAMPBELL.  IT IS ABOUT 180
 QS0629'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 1-1/2 FEET
 QS0629'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 QS0629'THE DISK IS STAMPED, SHIRT 2 1956.
 QS0629'
 QS0629'R.M. NO. 3 IS ABOUT 180 FEET EAST OF THE CENTER LINE OF THE
 QS0629'HIGHWAY AND ABOUT 42 FEET NORTH OF THE STATION.  THE MARK IS
 QS0629'ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED, SHIRT
 QS0629'2 NO 3 1956.
 QS0629'
 QS0629'R.M. NO. 4 IS ABOUT 180 FEET EAST OF THE CENTER LINE OF THE
 QS0629'HIGHWAY AND ABOUT 33 FEET SOUTH OF THE STATION.  THE MARK PROJECTS
 QS0629'5 INCHES AND THE DISK IS STAMPED, SHIRT 2 NO 4 1956.
 QS0629'
 QS0629'BM H 19 RESET (AZIMUTH MARK) IS ON EAST SLOPE OF HILL ABOUT
 QS0629'0.75 MILE NORTH OF THE STATION.  IT IS ABOUT 195 FEET EAST OF THE
 QS0629'CENTER LINE OF THE HIGHWAY AND 2 FEET SOUTH OF A WHITE WITNESS
 QS0629'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED,
 QS0629'H 19 RESET 1956.
 QS0629'
 QS0629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0629'STATE HIGHWAY 65, ABOUT 3/4 MILE EAST OF MC INTOSH, GO SOUTH
 QS0629'ON STATE HIGHWAY 65 FOR 7.65 MILES TO BM H 19 RESET (AZIMUTH
 QS0629'MARK) ON LEFT AS DESCRIBED, CONTINUE SOUTH FOR 0.75 MILE TO THE
 QS0629'TOP OF HILL AND STATION ON LEFT.
 QS0629'
 QS0629'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0629
 QS0629                          STATION RECOVERY (1985)
 QS0629
 QS0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0629'13.5 KM (8.4 MI) SOUTH FROM MCINTOSH.
 QS0629'13.5 KM (8.4 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0629'HIGHWAY 12 AT MCINTOSH, ON THE EAST SLOPE OF A LOW HILL, 57.9 METERS
 QS0629'(190 FT) EAST OF THE HIGHWAY CENTERLINE, 30.2 METERS (99 FT) EAST OF
 QS0629'THE RIGHT-OF-WAY FENCE, 10.1 METERS (33.1 FT) NORTH OF RM 4 AND 12.8
 QS0629'METERS (42 FT) SOUTH OF RM 3.
 QS0629'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0629'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0706 ***********************************************************************
 PS0706  DESIGNATION -  SHOBER
 PS0706  PID         -  PS0706
 PS0706  STATE/COUNTY-  SD/HUGHES
 PS0706  COUNTRY     -  US
 PS0706  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 PS0706
 PS0706                         *CURRENT SURVEY CONTROL
 PS0706  ______________________________________________________________________
 PS0706* NAD 83(1996) POSITION- 44 18 19.23742(N) 099 42 57.99151(W)   ADJUSTED
 PS0706* NAVD 88 ORTHO HEIGHT -   597.    (meters)     1959.    (feet) SCALED
 PS0706  ______________________________________________________________________
 PS0706  GEOID HEIGHT    -        -23.953 (meters)                     GEOID18
 PS0706  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 PS0706  HORZ ORDER      -  SECOND
 PS0706
 PS0706.The horizontal coordinates were established by classical geodetic methods
 PS0706.and adjusted by the National Geodetic Survey in January 1998.
 PS0706
 PS0706.The orthometric height was scaled from a topographic map.
 PS0706
 PS0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0706.GEOID18 height accuracy estimate available here.
 PS0706
 PS0706.Click photographs - Photos may exist for this station.
 PS0706
 PS0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0706
 PS0706. The following values were computed from the NAD 83(1996) position.
 PS0706
 PS0706;                    North         East     Units Scale Factor Converg.
 PS0706;SPC SD S     -   219,264.604   649,249.140   MT  0.99997877   +0 25 32.9
 PS0706;SPC SD S     -   719,370.62  2,130,078.22   sFT  0.99997877   +0 25 32.9
 PS0706;UTM  14      - 4,906,036.932   442,881.843   MT  0.99964012   -0 30 00.7
 PS0706
 PS0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0706!SPC SD S     -   0.99991010  x   0.99997877  =   0.99988887
 PS0706!UTM  14      -   0.99991010  x   0.99964012  =   0.99955025
 PS0706
 PS0706:                Primary Azimuth Mark                     Grid Az
 PS0706:SPC SD S     -  R 315                                    301 29 27.3
 PS0706:UTM  14      -  R 315                                    302 25 00.9
 PS0706
 PS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4288106036(NAD 83)
 PS0706
 PS0706|---------------------------------------------------------------------|
 PS0706| PID    Reference Object                     Distance      Geod. Az  |
 PS0706|                                                           dddmmss.s |
 PS0706| CO6116 SHOBER RM 1                          27.959 METERS 11220     |
 PS0706| CO6117 SHOBER RM 2                          26.461 METERS 22002     |
 PS0706| PS0487 R 315                                              3015500.2 |
 PS0706|---------------------------------------------------------------------|
 PS0706
 PS0706                          SUPERSEDED SURVEY CONTROL
 PS0706
 PS0706  NAD 83(1986)-  44 18 19.23453(N)    099 42 57.99713(W) AD(       ) 2
 PS0706  NAD 27      -  44 18 19.28900(N)    099 42 56.58000(W) AD(       ) 2
 PS0706
 PS0706.Superseded values are not recommended for survey control.
 PS0706
 PS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0706.See file dsdata.pdf to determine how the superseded data were derived.
 PS0706
 PS0706_MARKER: DS = TRIANGULATION STATION DISK
 PS0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0706_STAMPING: SHOBER 1948
 PS0706_MARK LOGO: CGS
 PS0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0706+STABILITY: SURFACE MOTION
 PS0706
 PS0706  HISTORY     - Date     Condition        Report By
 PS0706  HISTORY     - 1948     MONUMENTED       CGS
 PS0706  HISTORY     - 1951     GOOD             CGS
 PS0706
 PS0706                          STATION DESCRIPTION
 PS0706
 PS0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0706'LOCATED ABOUT 10 MILES EAST AND 1-1/2 MILE NORTH OF THE DE
 PS0706'GREY POST OFFICE IN W.S. COOPERS STORE.  IN THE NORTHWEST
 PS0706'1/4 OF SEC. 27, T. 110 N., R. 74 W..  ON LAND OWNED BY MR.
 PS0706'H.C. SHOBER AND OCCUPIED BY MR. RAY HAPNEY.  IT IS ON THE
 PS0706'HIGHEST PART OF A ROUNDED HILL, ABOUT 75 FEET NORTHWEST OF
 PS0706'A LARGE FLAT BOULDER THAT IS ABOUT 9 FEET LONG AND 5 FEET
 PS0706'WIDE AND IS THE LARGEST ON THE HILL.  STATION SITE IS MARKED
 PS0706'BY A WHITE WITNESS POST LOCATED 7 FEET SOUTHEAST OF THE MARK.
 PS0706'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED
 PS0706'SHOBER 1948.
 PS0706'
 PS0706'REFERENCE MARK NO. 1 IS 91.74 FEET SOUTHEAST OF THE STATION
 PS0706'AND 25 FEET SOUTHEAST OF THE LARGE FLAT BOULDER MENTIONED
 PS0706'ABOVE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 PS0706'SHOBER NO 1 1948.
 PS0706'
 PS0706'REFERENCE MARK NO. 2 IS 86.84 FEET SOUTHWEST OF THE STATION,
 PS0706'38 PACES WEST OF THE BOULDER MENTIONED ABOVE AND 12 FEET WEST
 PS0706'OF A SMALL EXPOSED BOULDER.  THE MARK PROJECTS ABOUT 6 INCHES
 PS0706'AND THE DISC IS STAMPED SHOBER NO 2 1948.
 PS0706'
 PS0706'USGS BM R 315 (AZIMUTH MARK) IS ABOUT 0.5 MILE NORTHWEST OF
 PS0706'THE STATION, 44 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 PS0706'THE ROAD, 8 FEET SOUTH OF A FENCE CORNER, 2-1/2 FEET EAST OF
 PS0706'THE NORTH-SOUTH FENCE AND 2 FEET NORTH OF A WHITE WITNESS
 PS0706'POST.  THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS
 PS0706'ABOUT 6 INCHES WITH A STANDARD USGS BM DISC IN THE TOP
 PS0706'THAT IS STAMPED R 315 1946.
 PS0706'
 PS0706'STATION WAS REACHED FROM THE DE GREY POST OFFICE, WHICH IS
 PS0706'ABOUT 23-1/2 MILES EAST AND SOUTH OF PIERRE, BY GOING EAST
 PS0706'ON THE MAIN ROAD FOR 3.1 MILE TO A ROAD TO THE LEFT.  TURN
 PS0706'LEFT OR EAST FOR 2 MILES TO A GRAVELED ROAD, THENCE NORTH
 PS0706'ON GRAVELED ROAD FOR 2.9 MILES TO CROSSROADS.  HERE TURN RIGHT
 PS0706'OR EAST ON GRADED DIRT ROAD AND GO 4.0 MILES TO A FENCE CORNER
 PS0706'AND A TRACK ROAD TO THE RIGHT.  USGS BM R 315 (AZIMUTH MARK)
 PS0706'IS SOUTH OF THIS FENCE CORNER AS DESCRIBED ABOVE.  FROM THE
 PS0706'FENCE CORNER GO SOUTHEAST, ACROSS FIELD AND UP HILL, FOR 0.5
 PS0706'MILE TO THE HIGHEST PART AND THE STATION SITE.
 PS0706'
 PS0706'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 PS0706
 PS0706                          STATION RECOVERY (1951)
 PS0706
 PS0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0706'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PS0706'CONDITION.
 PS0706'
 PS0706'A NEW DESCRIPTION FOLLOWS.
 PS0706'
 PS0706'THE STATION IS LOCATED ABOUT 10 MILES EAST AND 1-1/2 MILES
 PS0706'NORTH OF DE GREY, IN THE NW 1/4 OF SEC. 27, T. 110 N., R. 74 N.,
 PS0706'ON PASTURE LAND OWNED BY MR. H.C. SHOBER.  IT IS 138 FEET
 PS0706'WEST OF THE HALF SECTION LINE FENCE, 57 FEET NORTHWEST OF
 PS0706'A LARGE FLAT BOULDER 9 FEET LONG AND 5 FEET WIDE AND 4 FEET
 PS0706'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 PS0706'THE DISK IS STAMPED SHOBER 1948.
 PS0706'
 PS0706'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE HALF SECTION LINE
 PS0706'FENCE AND 25 FEET SOUTHEAST OF THE LARGE ROCK MENTIONED ABOVE.
 PS0706'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SHOBER
 PS0706'NO 1 1948.
 PS0706'
 PS0706'REFERENCE MARK NO. 2 IS 38 PACES SOUTHWEST OF THE LARGE ROCK
 PS0706'MENTIONED ABOVE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PS0706'IS STAMPED SHOBER NO 2 1948.
 PS0706'
 PS0706'BENCH MARK R 315 (AZIMUTH MARK) IS 44 FEET SOUTH OF THE
 PS0706'CENTERLINE OF AN EAST AND WEST ROAD, 39 FEET EAST OF THE
 PS0706'CENTERLINE OF THE ROAD LEADING SOUTH, 8 FEET SOUTH OF THE
 PS0706'EAST AND WEST FENCE AND 2.5 FEET NORTH OF A WITNESS POST.
 PS0706'THE MARK IS A USC AND GS BENCH MARK DISK SET IN A 10 INCH
 PS0706'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND THE DISK
 PS0706'IS STAMPED R 315 1946.
 PS0706'
 PS0706'TO REACH FROM THE RAILROAD STATION IN HARROLD, GO SOUTH ON
 PS0706'THE MAIN STREET FOR 0.25 MILE TO CROSS STREETS, TURN RIGHT
 PS0706'(WEST) 0.2 MILE TO A T-INTERSECTION, TURN LEFT (SOUTH) FOR
 PS0706'0.6 MILE TO CROSSROADS AT CEMETERY ON RIGHT, CONTINUE
 PS0706'SOUTH FOR 14.2 MILES TO A T-INTERSECTION, TURN LEFT (EAST)
 PS0706'FOR 1.0 MILE TO A T- ROAD RIGHT (SOUTH) AND THE AZIMUTH MARK
 PS0706'IN THE SOUTHEAST ANGLE OF THE ROADS.  HERE PASS THROUGH
 PS0706'GATE IN THE SOUTHEAST ANGLE OF THE ROADS AND GO SOUTHEAST
 PS0706'ACROSS PASTURE FOR 0.5 MILE TO THE STATION.
 PS0706'
 PS0706'OBSERVATIONS TAKEN FROM A 4 FT. WOODEN STAND.
 PS0706'
 PS0706'A SLIGHT CHANGE IN THE DISTANCE TO THE REFERENCE MARKS WAS
 PS0706'MADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0073 ***********************************************************************
 PU0073  DESIGNATION -  SHOE
 PU0073  PID         -  PU0073
 PU0073  STATE/COUNTY-  SD/MEADE
 PU0073  COUNTRY     -  US
 PU0073  USGS QUAD   -  AVANCE (2017)
 PU0073
 PU0073                         *CURRENT SURVEY CONTROL
 PU0073  ______________________________________________________________________
 PU0073* NAD 83(1986) POSITION- 44 56 50.     (N) 102 12 21.     (W)   SCALED
 PU0073* NAVD 88 ORTHO HEIGHT -   792.444 (meters)     2599.88  (feet) ADJUSTED
 PU0073  ______________________________________________________________________
 PU0073  GEOID HEIGHT    -        -19.120 (meters)                     GEOID18
 PU0073  DYNAMIC HEIGHT  -        792.278 (meters)     2599.33  (feet) COMP
 PU0073  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 PU0073
 PU0073  VERT ORDER      -  SECOND    CLASS 0
 PU0073
 PU0073.The horizontal coordinates were scaled from a map and have
 PU0073.an estimated accuracy of +/- 6 seconds.
 PU0073
 PU0073.The orthometric height was determined by differential leveling and
 PU0073.adjusted by the NATIONAL GEODETIC SURVEY
 PU0073.in June 1991.
 PU0073
 PU0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0073.GEOID18 height accuracy estimate available here.
 PU0073
 PU0073.Click photographs - Photos may exist for this station.
 PU0073
 PU0073.The dynamic height is computed by dividing the NAVD 88
 PU0073.geopotential number by the normal gravity value computed on the
 PU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0073.degrees latitude (g = 980.6199 gals.).
 PU0073
 PU0073.The modeled gravity was interpolated from observed gravity values.
 PU0073
 PU0073;                    North         East    Units  Estimated Accuracy
 PU0073;SPC SD N     -   126,150.      425,950.      MT  (+/- 180 meters Scaled)
 PU0073
 PU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK204808(NAD 83)
 PU0073
 PU0073                          SUPERSEDED SURVEY CONTROL
 PU0073
 PU0073  NGVD 29 (??/??/92)  791.983  (m)         2598.36   (f) ADJ UNCH    2 0
 PU0073
 PU0073.Superseded values are not recommended for survey control.
 PU0073
 PU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0073.See file dsdata.pdf to determine how the superseded data were derived.
 PU0073
 PU0073_MARKER: DS = TRIANGULATION STATION DISK
 PU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0073_STAMPING: SHOE 1962
 PU0073_MARK LOGO: CGS
 PU0073_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0073+STABILITY: SURFACE MOTION
 PU0073
 PU0073  HISTORY     - Date     Condition        Report By
 PU0073  HISTORY     - 1962     MONUMENTED       CGS
 PU0073  HISTORY     - 1963     GOOD             CGS
 PU0073
 PU0073                          STATION DESCRIPTION
 PU0073
 PU0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0073'13.8 MI SW FROM FAITH.
 PU0073'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0073'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 5.25
 PU0073'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS
 PU0073'COUNTRY TO CREST OF A HILL, IN SECTION 5, T 11 N, R 16 E, 6.6
 PU0073'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 PU0073'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0075 ***********************************************************************
 PU0075  DESIGNATION -  SHOE AZ MK
 PU0075  PID         -  PU0075
 PU0075  STATE/COUNTY-  SD/MEADE
 PU0075  COUNTRY     -  US
 PU0075  USGS QUAD   -  AVANCE (2017)
 PU0075
 PU0075                         *CURRENT SURVEY CONTROL
 PU0075  ______________________________________________________________________
 PU0075* NAD 83(1986) POSITION- 44 56 41.     (N) 102 12 30.     (W)   SCALED
 PU0075* NAVD 88 ORTHO HEIGHT -   784.783 (meters)     2574.74  (feet) ADJUSTED
 PU0075  ______________________________________________________________________
 PU0075  GEOID HEIGHT    -        -19.117 (meters)                     GEOID18
 PU0075  DYNAMIC HEIGHT  -        784.619 (meters)     2574.20  (feet) COMP
 PU0075  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 PU0075
 PU0075  VERT ORDER      -  SECOND    CLASS 0
 PU0075
 PU0075.The horizontal coordinates were scaled from a map and have
 PU0075.an estimated accuracy of +/- 6 seconds.
 PU0075
 PU0075.The orthometric height was determined by differential leveling and
 PU0075.adjusted by the NATIONAL GEODETIC SURVEY
 PU0075.in June 1991.
 PU0075
 PU0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0075.GEOID18 height accuracy estimate available here.
 PU0075
 PU0075.Click photographs - Photos may exist for this station.
 PU0075
 PU0075.The dynamic height is computed by dividing the NAVD 88
 PU0075.geopotential number by the normal gravity value computed on the
 PU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0075.degrees latitude (g = 980.6199 gals.).
 PU0075
 PU0075.The modeled gravity was interpolated from observed gravity values.
 PU0075
 PU0075;                    North         East    Units  Estimated Accuracy
 PU0075;SPC SD N     -   125,880.      425,740.      MT  (+/- 180 meters Scaled)
 PU0075
 PU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK202806(NAD 83)
 PU0075
 PU0075                          SUPERSEDED SURVEY CONTROL
 PU0075
 PU0075  NGVD 29 (??/??/92)  784.322  (m)         2573.23   (f) ADJ UNCH    2 0
 PU0075
 PU0075.Superseded values are not recommended for survey control.
 PU0075
 PU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0075.See file dsdata.pdf to determine how the superseded data were derived.
 PU0075
 PU0075_MARKER: DZ = AZIMUTH MARK DISK
 PU0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0075_STAMPING: SHOE 1962
 PU0075_MARK LOGO: CGS
 PU0075_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0075+STABILITY: SURFACE MOTION
 PU0075
 PU0075  HISTORY     - Date     Condition        Report By
 PU0075  HISTORY     - 1962     MONUMENTED       CGS
 PU0075  HISTORY     - 1963     GOOD             CGS
 PU0075
 PU0075                          STATION DESCRIPTION
 PU0075
 PU0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0075'13.8 MI SW FROM FAITH.
 PU0075'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0075'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 5.4
 PU0075'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 6, T 11 N, R 16 E,
 PU0075'52 FEET WEST OF THE CENTER LINE OF THE ROAD, 107 FEET SOUTH OF A
 PU0075'POWER POLE, 81 FEET SOUTH OF THE CENTER OF A WIRE GATE, 2 FEET
 PU0075'EAST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 PU0075'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0075'POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0074 ***********************************************************************
 PU0074  DESIGNATION -  SHOE RM 1
 PU0074  PID         -  PU0074
 PU0074  STATE/COUNTY-  SD/MEADE
 PU0074  COUNTRY     -  US
 PU0074  USGS QUAD   -  AVANCE (2017)
 PU0074
 PU0074                         *CURRENT SURVEY CONTROL
 PU0074  ______________________________________________________________________
 PU0074* NAD 83(1986) POSITION- 44 56 50.     (N) 102 12 22.     (W)   SCALED
 PU0074* NAVD 88 ORTHO HEIGHT -   792.144 (meters)     2598.89  (feet) ADJUSTED
 PU0074  ______________________________________________________________________
 PU0074  GEOID HEIGHT    -        -19.119 (meters)                     GEOID18
 PU0074  DYNAMIC HEIGHT  -        791.978 (meters)     2598.35  (feet) COMP
 PU0074  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 PU0074
 PU0074  VERT ORDER      -  SECOND    CLASS 0
 PU0074
 PU0074.The horizontal coordinates were scaled from a map and have
 PU0074.an estimated accuracy of +/- 6 seconds.
 PU0074
 PU0074.The orthometric height was determined by differential leveling and
 PU0074.adjusted by the NATIONAL GEODETIC SURVEY
 PU0074.in June 1991.
 PU0074
 PU0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0074.GEOID18 height accuracy estimate available here.
 PU0074
 PU0074.Click photographs - Photos may exist for this station.
 PU0074
 PU0074.The dynamic height is computed by dividing the NAVD 88
 PU0074.geopotential number by the normal gravity value computed on the
 PU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0074.degrees latitude (g = 980.6199 gals.).
 PU0074
 PU0074.The modeled gravity was interpolated from observed gravity values.
 PU0074
 PU0074;                    North         East    Units  Estimated Accuracy
 PU0074;SPC SD N     -   126,150.      425,930.      MT  (+/- 180 meters Scaled)
 PU0074
 PU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK204808(NAD 83)
 PU0074
 PU0074                          SUPERSEDED SURVEY CONTROL
 PU0074
 PU0074  NGVD 29 (??/??/92)  791.684  (m)         2597.38   (f) ADJ UNCH    2 0
 PU0074
 PU0074.Superseded values are not recommended for survey control.
 PU0074
 PU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0074.See file dsdata.pdf to determine how the superseded data were derived.
 PU0074
 PU0074_MARKER: DR = REFERENCE MARK DISK
 PU0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0074_STAMPING: SHOE NO 1 1962
 PU0074_MARK LOGO: CGS
 PU0074_PROJECTION: FLUSH
 PU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0074+STABILITY: SURFACE MOTION
 PU0074
 PU0074  HISTORY     - Date     Condition        Report By
 PU0074  HISTORY     - 1962     MONUMENTED       CGS
 PU0074  HISTORY     - 1963     GOOD             CGS
 PU0074
 PU0074                          STATION DESCRIPTION
 PU0074
 PU0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0074'13.8 MI SW FROM FAITH.
 PU0074'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0074'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 5.25
 PU0074'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS
 PU0074'COUNTRY TO CREST OF HILL, IN SECTION 5, T 11 N, R 16 E, 39.7 FEET
 PU0074'SOUTH OF SHOE 1962, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PU0074'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0072 ***********************************************************************
 PU0072  DESIGNATION -  SHOE RM 2
 PU0072  PID         -  PU0072
 PU0072  STATE/COUNTY-  SD/MEADE
 PU0072  COUNTRY     -  US
 PU0072  USGS QUAD   -  AVANCE (2017)
 PU0072
 PU0072                         *CURRENT SURVEY CONTROL
 PU0072  ______________________________________________________________________
 PU0072* NAD 83(1986) POSITION- 44 56 51.     (N) 102 12 22.     (W)   SCALED
 PU0072* NAVD 88 ORTHO HEIGHT -   792.406 (meters)     2599.75  (feet) ADJUSTED
 PU0072  ______________________________________________________________________
 PU0072  GEOID HEIGHT    -        -19.119 (meters)                     GEOID18
 PU0072  DYNAMIC HEIGHT  -        792.240 (meters)     2599.21  (feet) COMP
 PU0072  MODELED GRAVITY -    980,381.4   (mgal)                       NAVD 88
 PU0072
 PU0072  VERT ORDER      -  SECOND    CLASS 0
 PU0072
 PU0072.The horizontal coordinates were scaled from a map and have
 PU0072.an estimated accuracy of +/- 6 seconds.
 PU0072
 PU0072.The orthometric height was determined by differential leveling and
 PU0072.adjusted by the NATIONAL GEODETIC SURVEY
 PU0072.in June 1991.
 PU0072
 PU0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0072.GEOID18 height accuracy estimate available here.
 PU0072
 PU0072.Click photographs - Photos may exist for this station.
 PU0072
 PU0072.The dynamic height is computed by dividing the NAVD 88
 PU0072.geopotential number by the normal gravity value computed on the
 PU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0072.degrees latitude (g = 980.6199 gals.).
 PU0072
 PU0072.The modeled gravity was interpolated from observed gravity values.
 PU0072
 PU0072;                    North         East    Units  Estimated Accuracy
 PU0072;SPC SD N     -   126,180.      425,930.      MT  (+/- 180 meters Scaled)
 PU0072
 PU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK204809(NAD 83)
 PU0072
 PU0072                          SUPERSEDED SURVEY CONTROL
 PU0072
 PU0072  NGVD 29 (??/??/92)  791.945  (m)         2598.24   (f) ADJ UNCH    2 0
 PU0072
 PU0072.Superseded values are not recommended for survey control.
 PU0072
 PU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0072.See file dsdata.pdf to determine how the superseded data were derived.
 PU0072
 PU0072_MARKER: DR = REFERENCE MARK DISK
 PU0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0072_STAMPING: SHOE NO 2 1962
 PU0072_MARK LOGO: CGS
 PU0072_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0072+STABILITY: SURFACE MOTION
 PU0072
 PU0072  HISTORY     - Date     Condition        Report By
 PU0072  HISTORY     - 1962     MONUMENTED       CGS
 PU0072  HISTORY     - 1963     GOOD             CGS
 PU0072
 PU0072                          STATION DESCRIPTION
 PU0072
 PU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0072'13.8 MI SW FROM FAITH.
 PU0072'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0072'FAITH, THENCE 8.35 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 5.25
 PU0072'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ACROSS
 PU0072'COUNTRY TO CREST OF HILL, IN SECTION 5, T 11 N, R 16 E, 40.0 FEET
 PU0072'WEST OF SHOE 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0072'1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1827 ***********************************************************************
 PU1827  DESIGNATION -  SHORT
 PU1827  PID         -  PU1827
 PU1827  STATE/COUNTY-  SD/BUTTE
 PU1827  COUNTRY     -  US
 PU1827  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1827
 PU1827                         *CURRENT SURVEY CONTROL
 PU1827  ______________________________________________________________________
 PU1827* NAD 83(1996) POSITION- 44 55 02.88858(N) 103 55 37.46873(W)   ADJUSTED
 PU1827* NAVD 88 ORTHO HEIGHT -  1016.382 (meters)     3334.58  (feet) ADJUSTED
 PU1827  ______________________________________________________________________
 PU1827  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 PU1827  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 PU1827  DYNAMIC HEIGHT  -       1016.114 (meters)     3333.70  (feet) COMP
 PU1827  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PU1827
 PU1827  HORZ ORDER      -  SECOND
 PU1827  VERT ORDER      -  SECOND    CLASS 0
 PU1827
 PU1827.The horizontal coordinates were established by classical geodetic methods
 PU1827.and adjusted by the National Geodetic Survey in January 1998.
 PU1827
 PU1827.The orthometric height was determined by differential leveling and
 PU1827.adjusted by the NATIONAL GEODETIC SURVEY
 PU1827.in June 1991.
 PU1827
 PU1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1827.GEOID18 height accuracy estimate available here.
 PU1827
 PU1827.Click photographs - Photos may exist for this station.
 PU1827
 PU1827.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1827
 PU1827.The dynamic height is computed by dividing the NAVD 88
 PU1827.geopotential number by the normal gravity value computed on the
 PU1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1827.degrees latitude (g = 980.6199 gals.).
 PU1827
 PU1827.The modeled gravity was interpolated from observed gravity values.
 PU1827
 PU1827. The following values were computed from the NAD 83(1996) position.
 PU1827
 PU1827;                    North         East     Units Scale Factor Converg.
 PU1827;SPC SD N     -   127,990.360   290,058.027   MT  0.99994182   -2 46 45.6
 PU1827;SPC SD N     -   419,915.04    951,632.04   sFT  0.99994182   -2 46 45.6
 PU1827;SPC WY E     -   491,440.826   297,872.035   MT  1.00005525   +0 52 31.2
 PU1827;SPC WY E     - 1,612,335.44    977,268.50   sFT  1.00005525   +0 52 31.2
 PU1827;UTM  13      - 4,974,342.215   584,684.262   MT  0.99968818   +0 45 27.4
 PU1827
 PU1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1827!SPC SD N     -   0.99984312  x   0.99994182  =   0.99978495
 PU1827!SPC WY E     -   0.99984312  x   1.00005525  =   0.99989836
 PU1827!UTM  13      -   0.99984312  x   0.99968818  =   0.99953135
 PU1827
 PU1827:                Primary Azimuth Mark                     Grid Az
 PU1827:SPC SD N     -  SHORT AZ MK                              116 01 03.3
 PU1827:SPC WY E     -  SHORT AZ MK                              112 21 46.5
 PU1827:UTM  13      -  SHORT AZ MK                              112 28 50.3
 PU1827
 PU1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8468474342(NAD 83)
 PU1827
 PU1827|---------------------------------------------------------------------|
 PU1827| PID    Reference Object                     Distance      Geod. Az  |
 PU1827|                                                           dddmmss.s |
 PU1827| PU1826 SHORT AZ MK                                        1131417.7 |
 PU1827| PU1828 SHORT RM 1                           10.385 METERS 17207     |
 PU1827| PU1829 SHORT RM 2                            9.577 METERS 27059     |
 PU1827|---------------------------------------------------------------------|
 PU1827
 PU1827                          SUPERSEDED SURVEY CONTROL
 PU1827
 PU1827  NAD 83(1993)-  44 55 02.88489(N)    103 55 37.46874(W) AD(       ) 2
 PU1827  NAD 83(1986)-  44 55 02.87754(N)    103 55 37.46389(W) AD(       ) 2
 PU1827  NAD 27      -  44 55 02.92170(N)    103 55 35.71040(W) AD(       ) 2
 PU1827  NGVD 29 (??/??/92) 1015.896  (m)         3332.99   (f) ADJ UNCH    2 0
 PU1827  NGVD 29            1015.90   (m)         3333.0    (f) LEVELING    3  
 PU1827
 PU1827.Superseded values are not recommended for survey control.
 PU1827
 PU1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1827.See file dsdata.pdf to determine how the superseded data were derived.
 PU1827
 PU1827_MARKER: DS = TRIANGULATION STATION DISK
 PU1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1827_STAMPING: SHORT 1950
 PU1827_MARK LOGO: CGS
 PU1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1827+STABILITY: SURFACE MOTION
 PU1827
 PU1827  HISTORY     - Date     Condition        Report By
 PU1827  HISTORY     - 1950     MONUMENTED       CGS
 PU1827  HISTORY     - 1962     GOOD             CGS
 PU1827  HISTORY     - 1962     GOOD             CGS
 PU1827  HISTORY     - 1984     GOOD             LOCENG
 PU1827
 PU1827                          STATION DESCRIPTION
 PU1827
 PU1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1827'STATION IS LOCATED ON THE HIGHEST RIDGE BETWEEN OWL AND SHORT
 PU1827'CREEKS, ABOUT 17 MILES NORTH OF BELLE FOURCHE, 80 FEET SOUTHWEST
 PU1827'OF CENTER OF GRAVELED ROAD, AND 8 FEET SOUTHWEST OF A WITNESS
 PU1827'POST.
 PU1827'
 PU1827'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND 212 ABOUT 0.5
 PU1827'MILE NORTH OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85 FOR 11.25
 PU1827'MILES TO THE BRIDGE OVER OWL CREEK.  CONTINUE ON HIGHWAY FOR
 PU1827'0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 PU1827'GRAVELED ROAD FOR 7.6 MILES TO THE AZIMUTH MARK ON RIGHT.
 PU1827'CONTINUE FOR 0.5 MILE TO STATION ON LEFT.
 PU1827'
 PU1827'STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED SHORT 1950.
 PU1827'
 PU1827'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF A WITNESS POST.  IT
 PU1827'PROJECTS 5 INCHES, AND THE DISK IS STAMPED SHORT NO 2 1950.
 PU1827'
 PU1827'AZIMUTH MARK IS 27 FEET NORTHEAST OF CENTER OF GRAVELED ROAD AND
 PU1827'5 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 7 INCHES, AND
 PU1827'THE DISK IS STAMPED SHORT 1950.
 PU1827'
 PU1827'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU1827'CYLINDERS.
 PU1827'
 PU1827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU1827
 PU1827                          STATION RECOVERY (1962)
 PU1827
 PU1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1827'THE STATION MARK, REFERENCE MARK NOS. 1 AND 2 AND THE AZIMUTH
 PU1827'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 PU1827'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WERE VERIFIED.
 PU1827'THE DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE DISTANCE
 PU1827'TO REFERENCE MARK NO. 2 MISSED THE 1950 DISTANCE .07 FOOT.  THE
 PU1827'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 PU1827'
 PU1827'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 PU1827'
 PU1827'THE STATION IS 17 MILES NORTH AND 3 MILES WEST OF BELLE FOURCHE,
 PU1827'6-1/4 MILES EAST OF THE WYOMING-SOUTH DAKOTA STATE LINE AND 86
 PU1827'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.
 PU1827'
 PU1827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212 AND
 PU1827'85 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85
 PU1827'FOR 10.8 MILES TO A GRAVEL SIDE ROAD ON THE LEFT (0.15 MILE
 PU1827'NORTH OF THE BRIDGE OVER OWL CREEK).  TURN LEFT AND GO NORTHWEST
 PU1827'ON THE GRAVEL ROAD FOR 7.7 MILES TO THE HIGHEST POINT ON A RIDGE
 PU1827'AND THE STATION ON THE LEFT.
 PU1827'
 PU1827'STATION MARK IS A STANDARD DISK STAMPED SHORT 1950, SET IN A
 PU1827'ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 102 FEET
 PU1827'NORTHEAST OF A TELEPHONE POLE AND 3.2 FEET SOUTHWEST OF A METAL
 PU1827'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED
 PU1827'BY THIS PARTY.
 PU1827'
 PU1827'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SHORT NO 1 1950,
 PU1827'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 PU1827'120 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 80
 PU1827'FEET EAST OF THE TELEPHONE POLE.
 PU1827'
 PU1827'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHORT NO 2 1950, IS
 PU1827'SET IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 104
 PU1827'FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 89 FEET NORTHEAST
 PU1827'OF THE TELEPHONE POLE AND 32.5 FEET WEST OF THE METAL WITNESS
 PU1827'POST.
 PU1827'
 PU1827'AZIMUTH MARK, A STANDARD DISK STAMPED SHORT 1950, IS SET IN A ROUND
 PU1827'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 27 FEET NORTHEAST OF
 PU1827'THE CENTER OF THE GRAVEL ROAD AND 2.5 FEET NORTHEAST OF A METAL
 PU1827'WITNESS POST.
 PU1827'
 PU1827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 PU1827'GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PU1827'
 PU1827'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 PU1827'
 PU1827'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 49.79 FT., 15.175 M.
 PU1827
 PU1827                          STATION RECOVERY (1962)
 PU1827
 PU1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1827'20 MI NW FROM BELLE FOURCHE.
 PU1827'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1827'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.25
 PU1827'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 11 N,
 PU1827'R 1 E, 0.2 MILE WEST OF A PRIVATE T ROAD, 88 FEET SOUTH OF THE
 PU1827'CENTER LINE OF THE ROAD, 3.3 FEET SOUTH OF A METAL WITNESS POST,
 PU1827'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1827'POST PROJECTING 8 INCHES.
 PU1827
 PU1827                          STATION RECOVERY (1984)
 PU1827
 PU1827'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MLC)
 PU1827'SHORT 1950 RECOVERED GOOD.
 PU1827'
 PU1827'SHORT NO 1 1950 RECOVERED GOOD.
 PU1827'
 PU1827'SHORT NO 2 1950 RECOVERED GOOD.
 PU1827'
 PU1827'SHORT 1950 (AZIMUTH MARK) RECOVERED GOOD.
 PU1827'
 PU1827'DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES NORTHWEST OF
 PU1827'BELLE FOURCHE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1826 ***********************************************************************
 PU1826  DESIGNATION -  SHORT AZ MK
 PU1826  PID         -  PU1826
 PU1826  STATE/COUNTY-  SD/BUTTE
 PU1826  COUNTRY     -  US
 PU1826  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1826
 PU1826                         *CURRENT SURVEY CONTROL
 PU1826  ______________________________________________________________________
 PU1826* NAD 83(1986) POSITION- 44 54 52.     (N) 103 55 03.     (W)   SCALED
 PU1826* NAVD 88 ORTHO HEIGHT -  1003.342 (meters)     3291.80  (feet) ADJUSTED
 PU1826  ______________________________________________________________________
 PU1826  GEOID HEIGHT    -        -15.668 (meters)                     GEOID18
 PU1826  DYNAMIC HEIGHT  -       1003.077 (meters)     3290.93  (feet) COMP
 PU1826  MODELED GRAVITY -    980,318.4   (mgal)                       NAVD 88
 PU1826
 PU1826  VERT ORDER      -  SECOND    CLASS 0
 PU1826
 PU1826.The horizontal coordinates were scaled from a map and have
 PU1826.an estimated accuracy of +/- 6 seconds.
 PU1826
 PU1826.The orthometric height was determined by differential leveling and
 PU1826.adjusted by the NATIONAL GEODETIC SURVEY
 PU1826.in June 1991.
 PU1826
 PU1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1826.GEOID18 height accuracy estimate available here.
 PU1826
 PU1826.Click photographs - Photos may exist for this station.
 PU1826
 PU1826.The dynamic height is computed by dividing the NAVD 88
 PU1826.geopotential number by the normal gravity value computed on the
 PU1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1826.degrees latitude (g = 980.6199 gals.).
 PU1826
 PU1826.The modeled gravity was interpolated from observed gravity values.
 PU1826
 PU1826;                    North         East    Units  Estimated Accuracy
 PU1826;SPC SD N     -   127,620.      290,800.      MT  (+/- 180 meters Scaled)
 PU1826
 PU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK854740(NAD 83)
 PU1826
 PU1826                          SUPERSEDED SURVEY CONTROL
 PU1826
 PU1826  NGVD 29 (??/??/92) 1002.856  (m)         3290.20   (f) ADJ UNCH    2 0
 PU1826
 PU1826.Superseded values are not recommended for survey control.
 PU1826
 PU1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1826.See file dsdata.pdf to determine how the superseded data were derived.
 PU1826
 PU1826_MARKER: DZ = AZIMUTH MARK DISK
 PU1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1826_STAMPING: SHORT 1950
 PU1826_MARK LOGO: CGS
 PU1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1826+STABILITY: SURFACE MOTION
 PU1826
 PU1826  HISTORY     - Date     Condition        Report By
 PU1826  HISTORY     - 1950     MONUMENTED       CGS
 PU1826  HISTORY     - 1962     GOOD             CGS
 PU1826
 PU1826                          STATION DESCRIPTION
 PU1826
 PU1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1826'19.4 MI NW FROM BELLE FOURCHE.
 PU1826'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1826'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 7.7
 PU1826'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 11 N,
 PU1826'R 1 E, 0.35 MILE EAST OF A PRIVATE T ROAD, 30 FEET NORTH OF THE
 PU1826'CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST,
 PU1826'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1826'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1828 ***********************************************************************
 PU1828  DESIGNATION -  SHORT RM 1
 PU1828  PID         -  PU1828
 PU1828  STATE/COUNTY-  SD/BUTTE
 PU1828  COUNTRY     -  US
 PU1828  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1828
 PU1828                         *CURRENT SURVEY CONTROL
 PU1828  ______________________________________________________________________
 PU1828* NAD 83(1986) POSITION- 44 55 02.56   (N) 103 55 37.40   (W)   HD_HELD1
 PU1828* NAVD 88 ORTHO HEIGHT -  1016.026 (meters)     3333.41  (feet) ADJUSTED
 PU1828  ______________________________________________________________________
 PU1828  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 PU1828  DYNAMIC HEIGHT  -       1015.757 (meters)     3332.53  (feet) COMP
 PU1828  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PU1828
 PU1828  VERT ORDER      -  SECOND    CLASS 0
 PU1828
 PU1828.The horizontal coordinates were determined by differentially corrected
 PU1828.hand held GPS observations or other comparable positioning techniques
 PU1828.and have an estimated accuracy of +/- 3 meters.
 PU1828
 PU1828.The orthometric height was determined by differential leveling and
 PU1828.adjusted by the NATIONAL GEODETIC SURVEY
 PU1828.in June 1991.
 PU1828
 PU1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1828.GEOID18 height accuracy estimate available here.
 PU1828
 PU1828.Click photographs - Photos may exist for this station.
 PU1828
 PU1828.The dynamic height is computed by dividing the NAVD 88
 PU1828.geopotential number by the normal gravity value computed on the
 PU1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1828.degrees latitude (g = 980.6199 gals.).
 PU1828
 PU1828.The modeled gravity was interpolated from observed gravity values.
 PU1828
 PU1828;                    North         East    Units  Estimated Accuracy
 PU1828;SPC SD N     -   127,980.2     290,059.0     MT  (+/- 3 meters HH1 GPS) 
 PU1828
 PU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8468574332(NAD 83)
 PU1828
 PU1828                          SUPERSEDED SURVEY CONTROL
 PU1828
 PU1828  NGVD 29 (??/??/92) 1015.539  (m)         3331.81   (f) ADJ UNCH    2 0
 PU1828
 PU1828.Superseded values are not recommended for survey control.
 PU1828
 PU1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1828.See file dsdata.pdf to determine how the superseded data were derived.
 PU1828
 PU1828_MARKER: DR = REFERENCE MARK DISK
 PU1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1828_STAMPING: SHORT NO 1 1950
 PU1828_MARK LOGO: CGS
 PU1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1828+STABILITY: SURFACE MOTION
 PU1828
 PU1828  HISTORY     - Date     Condition        Report By
 PU1828  HISTORY     - 1950     MONUMENTED       CGS
 PU1828  HISTORY     - 1962     GOOD             CGS
 PU1828
 PU1828                          STATION DESCRIPTION
 PU1828
 PU1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1828'20 MI NW FROM BELLE FOURCHE.
 PU1828'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1828'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.25
 PU1828'MILES NORTHWEST ALONG A GRAVELED ROAD, 0.2 MILE WEST OF A PRIVATE
 PU1828'T ROAD, IN SECTION 13, T 11 N, R 1 E, 121 FEET SOUTH OF THE
 PU1828'CENTER LINE OF THE ROAD, 34.1 FEET SOUTH-SOUTHEAST OF SHORT 1950
 PU1828'TRIANGULATION STATION, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 PU1828'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1829 ***********************************************************************
 PU1829  DESIGNATION -  SHORT RM 2
 PU1829  PID         -  PU1829
 PU1829  STATE/COUNTY-  SD/BUTTE
 PU1829  COUNTRY     -  US
 PU1829  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1829
 PU1829                         *CURRENT SURVEY CONTROL
 PU1829  ______________________________________________________________________
 PU1829* NAD 83(1986) POSITION- 44 55 02.89   (N) 103 55 37.91   (W)   HD_HELD1
 PU1829* NAVD 88 ORTHO HEIGHT -  1015.828 (meters)     3332.76  (feet) ADJUSTED
 PU1829  ______________________________________________________________________
 PU1829  GEOID HEIGHT    -        -15.653 (meters)                     GEOID18
 PU1829  DYNAMIC HEIGHT  -       1015.559 (meters)     3331.88  (feet) COMP
 PU1829  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PU1829
 PU1829  VERT ORDER      -  SECOND    CLASS 0
 PU1829
 PU1829.The horizontal coordinates were determined by differentially corrected
 PU1829.hand held GPS observations or other comparable positioning techniques
 PU1829.and have an estimated accuracy of +/- 3 meters.
 PU1829
 PU1829.The orthometric height was determined by differential leveling and
 PU1829.adjusted by the NATIONAL GEODETIC SURVEY
 PU1829.in June 1991.
 PU1829
 PU1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1829.GEOID18 height accuracy estimate available here.
 PU1829
 PU1829.Click photographs - Photos may exist for this station.
 PU1829
 PU1829.The dynamic height is computed by dividing the NAVD 88
 PU1829.geopotential number by the normal gravity value computed on the
 PU1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1829.degrees latitude (g = 980.6199 gals.).
 PU1829
 PU1829.The modeled gravity was interpolated from observed gravity values.
 PU1829
 PU1829;                    North         East    Units  Estimated Accuracy
 PU1829;SPC SD N     -   127,990.9     290,048.4     MT  (+/- 3 meters HH1 GPS) 
 PU1829
 PU1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8467474342(NAD 83)
 PU1829
 PU1829                          SUPERSEDED SURVEY CONTROL
 PU1829
 PU1829  NGVD 29 (??/??/92) 1015.341  (m)         3331.16   (f) ADJ UNCH    2 0
 PU1829
 PU1829.Superseded values are not recommended for survey control.
 PU1829
 PU1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1829.See file dsdata.pdf to determine how the superseded data were derived.
 PU1829
 PU1829_MARKER: DR = REFERENCE MARK DISK
 PU1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1829_STAMPING: SHORT NO 2 1950
 PU1829_MARK LOGO: CGS
 PU1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1829+STABILITY: SURFACE MOTION
 PU1829
 PU1829  HISTORY     - Date     Condition        Report By
 PU1829  HISTORY     - 1950     MONUMENTED       CGS
 PU1829  HISTORY     - 1962     GOOD             CGS
 PU1829
 PU1829                          STATION DESCRIPTION
 PU1829
 PU1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1829'20 MI NW FROM BELLE FOURCHE.
 PU1829'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1829'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.25
 PU1829'MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 13, T 11 N,
 PU1829'R 1 E, 0.2 MILES WEST OF A PRIVATE T ROAD, 98 FEET SOUTH OF THE
 PU1829'CENTER LINE OF THE ROAD, 31.5 FEET WEST-SOUTHWEST OF SHORT 1950
 PU1829'TRIANGULATION STATION, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU1829'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0480 ***********************************************************************
 QT0480  DESIGNATION -  SHOT
 QT0480  PID         -  QT0480
 QT0480  STATE/COUNTY-  SD/HARDING
 QT0480  COUNTRY     -  US
 QT0480  USGS QUAD   -  HAY CREEK (2017)
 QT0480
 QT0480                         *CURRENT SURVEY CONTROL
 QT0480  ______________________________________________________________________
 QT0480* NAD 83(1996) POSITION- 45 44 10.74180(N) 103 27 33.63346(W)   ADJUSTED
 QT0480* NAVD 88 ORTHO HEIGHT -   916.    (meters)     3005.    (feet) SCALED
 QT0480  ______________________________________________________________________
 QT0480  GEOID HEIGHT    -        -15.846 (meters)                     GEOID18
 QT0480  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 QT0480  HORZ ORDER      -  THIRD
 QT0480
 QT0480.The horizontal coordinates were established by classical geodetic methods
 QT0480.and adjusted by the National Geodetic Survey in January 1998.
 QT0480
 QT0480.The orthometric height was scaled from a topographic map.
 QT0480
 QT0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0480.GEOID18 height accuracy estimate available here.
 QT0480
 QT0480.Click photographs - Photos may exist for this station.
 QT0480
 QT0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0480
 QT0480. The following values were computed from the NAD 83(1996) position.
 QT0480
 QT0480;                    North         East     Units Scale Factor Converg.
 QT0480;SPC SD N     -   217,224.703   330,836.909   MT  1.00001066   -2 26 53.9
 QT0480;SPC SD N     -   712,678.05  1,085,420.76   sFT  1.00001066   -2 26 53.9
 QT0480;UTM  13      - 5,065,905.400   619,861.724   MT  0.99977663   +1 06 12.4
 QT0480
 QT0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0480!SPC SD N     -   0.99985882  x   1.00001066  =   0.99986948
 QT0480!UTM  13      -   0.99985882  x   0.99977663  =   0.99963548
 QT0480
 QT0480:                Primary Azimuth Mark                     Grid Az
 QT0480:SPC SD N     -  W 26                                     066 53 50.7
 QT0480:UTM  13      -  W 26                                     063 20 44.4
 QT0480
 QT0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1986165905(NAD 83)
 QT0480
 QT0480|---------------------------------------------------------------------|
 QT0480| PID    Reference Object                     Distance      Geod. Az  |
 QT0480|                                                           dddmmss.s |
 QT0480| CQ9499 SHOT RM 2                            10.115 METERS 00237     |
 QT0480| QT0226 W 26                                               0642656.8 |
 QT0480| CQ9498 SHOT RM 1                             9.015 METERS 10803     |
 QT0480| QT0481 CAIRN                               APPROX. 3.2 KM 1695904.3 |
 QT0480|---------------------------------------------------------------------|
 QT0480
 QT0480                          SUPERSEDED SURVEY CONTROL
 QT0480
 QT0480  NAD 83(1993)-  45 44 10.73120(N)    103 27 33.62932(W) AD(       ) 3
 QT0480  NAD 83(1986)-  45 44 10.72851(N)    103 27 33.62708(W) AD(       ) 3
 QT0480  NAD 27      -  45 44 10.73800(N)    103 27 31.94700(W) AD(       ) 3
 QT0480
 QT0480.Superseded values are not recommended for survey control.
 QT0480
 QT0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0480.See file dsdata.pdf to determine how the superseded data were derived.
 QT0480
 QT0480_MARKER: DS = TRIANGULATION STATION DISK
 QT0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0480_STAMPING: SHOT 1952
 QT0480_MARK LOGO: CGS
 QT0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0480+STABILITY: SURFACE MOTION
 QT0480
 QT0480  HISTORY     - Date     Condition        Report By
 QT0480  HISTORY     - 1952     MONUMENTED       CGS
 QT0480
 QT0480                          STATION DESCRIPTION
 QT0480
 QT0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0480'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF BUFFALO,
 QT0480'IN THE SOUTHWEST 1/4 OF SECTION 36, T 21 N, R 5 E, 0.15 MILE
 QT0480'EAST OF U.S. HIGHWAY NO. 85, ON THE CREST OF A LOW HILL, 27
 QT0480'FEET WEST OF THE CENTER OF AN OLD ROADBED, AND 5 FEET NORTH OF A
 QT0480'4 IN X 4 IN WITNESS POST.
 QT0480'
 QT0480'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET AND
 QT0480'U.S. HIGHWAY NO. 85 IN BUFFALO, GO NORTHERLY ON NO. 85 FOR 13.25
 QT0480'MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTHERLY FOR 0.3
 QT0480'MILE TO A WIRE GATE ON THE RIGHT.  (AT THIS POINT THE HIGHWAY
 QT0480'BEARS TO THE RIGHT.  TO REACH THE AZIMUTH MARK GO EASTERLY ON
 QT0480'THE HIGHWAY FOR 2.2 MILES TO THE MARK ON THE RIGHT.) TURN
 QT0480'RIGHT, PASS THROUGH THE WIRE GATE, GO EASTERLY ACROSS PASTURE
 QT0480'LAND FOR 0.15 MILE TO THE CREST OF THE HILL AND THE STATION.
 QT0480'
 QT0480'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED SHOT
 QT0480'1952.
 QT0480'
 QT0480'REFERENCE MARK NO. 1 IS IN THE CENTER OF THE OLD ROADBED.  IT
 QT0480'PROJECTS 4 INCHES, AND THE DISK IS STAMPED SHOT NO 1 1952.
 QT0480'
 QT0480'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF THE OLD
 QT0480'ROADBED.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED SHOT
 QT0480'NO 2 1952.
 QT0480'
 QT0480'BENCH MARK W 26 IS ABOUT 100 YARDS NORTHWEST OF A SMALL CORRAL
 QT0480'AND LOADING CHUTE, 54 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QT0480'NO. 85, 6 FEET NORTHWEST OF A FENCE CORNER, AND 5 FEET NORTHWEST
 QT0480'OF A 4 IN X 4 IN WITNESS POST.  IT IS A STANDARD U.S. COAST AND
 QT0480'GEODETIC SURVEY BENCH MARK DISK STAMPED W 26 1934 SET IN AN 8
 QT0480'IN X 8 IN CONCRETE POST THAT PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2158 ***********************************************************************
 PU2158  DESIGNATION -  SHUCK
 PU2158  PID         -  PU2158
 PU2158  STATE/COUNTY-  SD/MEADE
 PU2158  COUNTRY     -  US
 PU2158  USGS QUAD   -  MARCUS (2017)
 PU2158
 PU2158                         *CURRENT SURVEY CONTROL
 PU2158  ______________________________________________________________________
 PU2158* NAD 83(1996) POSITION- 44 39 45.14110(N) 102 20 11.08470(W)   ADJUSTED
 PU2158* NAVD 88 ORTHO HEIGHT -   789.    (meters)     2589.    (feet) SCALED
 PU2158  ______________________________________________________________________
 PU2158  GEOID HEIGHT    -        -18.993 (meters)                     GEOID18
 PU2158  LAPLACE CORR    -         -7.59  (seconds)                    DEFLEC18
 PU2158  HORZ ORDER      -  THIRD
 PU2158
 PU2158.The horizontal coordinates were established by classical geodetic methods
 PU2158.and adjusted by the National Geodetic Survey in January 1998.
 PU2158
 PU2158.The orthometric height was scaled from a topographic map.
 PU2158
 PU2158.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2158.GEOID18 height accuracy estimate available here.
 PU2158
 PU2158.Click photographs - Photos may exist for this station.
 PU2158
 PU2158.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2158
 PU2158. The following values were computed from the NAD 83(1996) position.
 PU2158
 PU2158;                    North         East     Units Scale Factor Converg.
 PU2158;SPC SD N     -    94,816.666   414,735.895   MT  0.99996199   -1 39 12.8
 PU2158;SPC SD N     -   311,077.68  1,360,679.35   sFT  0.99996199   -1 39 12.8
 PU2158;UTM  13      - 4,948,915.320   711,161.077   MT  1.00014835   +1 52 22.8
 PU2158
 PU2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2158!SPC SD N     -   0.99987921  x   0.99996199  =   0.99984120
 PU2158!UTM  13      -   0.99987921  x   1.00014835  =   1.00002754
 PU2158
 PU2158:                Primary Azimuth Mark                     Grid Az
 PU2158:SPC SD N     -  RED OWL                                  330 40 54.0
 PU2158:UTM  13      -  RED OWL                                  327 09 18.4
 PU2158
 PU2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1116148915(NAD 83)
 PU2158
 PU2158|---------------------------------------------------------------------|
 PU2158| PID    Reference Object                     Distance      Geod. Az  |
 PU2158|                                                           dddmmss.s |
 PU2158| CQ4906 SHUCK RM 1                           20.595 METERS 08817     |
 PU2158| CQ4907 SHUCK RM 2                           17.020 METERS 17234     |
 PU2158| PU0037 RED OWL                             APPROX. 5.1 KM 3290141.2 |
 PU2158|---------------------------------------------------------------------|
 PU2158
 PU2158                          SUPERSEDED SURVEY CONTROL
 PU2158
 PU2158  NAD 83(1993)-  44 39 45.13321(N)    102 20 11.08452(W) AD(       ) 3
 PU2158  NAD 83(1986)-  44 39 45.13310(N)    102 20 11.08464(W) AD(       ) 3
 PU2158  NAD 27      -  44 39 45.17570(N)    102 20 09.49700(W) AD(       ) 3
 PU2158
 PU2158.Superseded values are not recommended for survey control.
 PU2158
 PU2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2158.See file dsdata.pdf to determine how the superseded data were derived.
 PU2158
 PU2158_MARKER: DS = TRIANGULATION STATION DISK
 PU2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2158_STAMPING: SHUCK 1962
 PU2158_MARK LOGO: CGS
 PU2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2158+STABILITY: SURFACE MOTION
 PU2158
 PU2158  HISTORY     - Date     Condition        Report By
 PU2158  HISTORY     - 1962     MONUMENTED       CGS
 PU2158
 PU2158                          STATION DESCRIPTION
 PU2158
 PU2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2158'THE STATION IS 8-1/2 MILES NORTHEAST OF WHITE OWL, 4 MILES
 PU2158'NORTH OF STATE HIGHWAY 34, 3 MILES WEST OF MARCUS AND IN THE SW
 PU2158'1/4 OF SEC. 8, T 8 N, R 15 E.  IT IS ON THE NORTH RIGHT-OF-WAY
 PU2158'OF AN EAST-WEST GRAVELED ROAD, ABOUT 0.25 MILE EAST OF A
 PU2158'HIGH NORTH-SOUTH RIDGE.
 PU2158'
 PU2158'TO REACH THE STATION FROM THE GENERAL STORE AND POST OFFICE
 PU2158'IN MARCUS, DRIVE SOUTH AND WEST ON A GRAVELED ROAD FOR 0.25
 PU2158'MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD, WEST, ON A
 PU2158'GRAVELED ROAD FOR 1.5 MILES TO A RANCH ENTRANCE ROAD ON THE
 PU2158'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.5 MILES TO THE
 PU2158'STATION ON THE RIGHT.
 PU2158'
 PU2158'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 PU2158'EACH STAMPED SHUCK 1962.  THE UNDERGROUND MARK IS SET IN THE
 PU2158'TOP OF A MASS OF CONCRETE 52 INCHES BELOW THE SURFACE OF THE
 PU2158'GROUND.  IT IS 28.0 FEET NORTH OF THE CENTER OF THE GRAVELED
 PU2158'ROAD, 4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 3 FEET
 PU2158'WEST OF A METAL WITNESS POST WITH SIGN.
 PU2158'
 PU2158'REFERENCE MARK 1, A STANDARD DISK STAMPED SHUCK NO 1 1962,
 PU2158'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2158'IN DIAMETER, PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2158'IT IS 26.5 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 2.5
 PU2158'FEET WEST OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF THE NORTH
 PU2158'RIGHT-OF-WAY FENCE.
 PU2158'
 PU2158'REFERENCE MARK 2, A STANDARD DISK STAMPED SHUCK NO 2 1962,
 PU2158'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2158'IN DIAMETER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 PU2158'IT IS 25.5 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 PU2158'ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0421 ***********************************************************************
 QT0421  DESIGNATION -  SIGNAL
 QT0421  PID         -  QT0421
 QT0421  STATE/COUNTY-  SD/MEADE
 QT0421  COUNTRY     -  US
 QT0421  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0421
 QT0421                         *CURRENT SURVEY CONTROL
 QT0421  ______________________________________________________________________
 QT0421* NAD 83(1996) POSITION- 45 02 09.35741(N) 102 25 25.91137(W)   ADJUSTED
 QT0421* NAVD 88 ORTHO HEIGHT -   919.    (meters)     3015.    (feet) SCALED
 QT0421  ______________________________________________________________________
 QT0421  GEOID HEIGHT    -        -18.450 (meters)                     GEOID18
 QT0421  LAPLACE CORR    -         -6.50  (seconds)                    DEFLEC18
 QT0421  HORZ ORDER      -  FIRST
 QT0421
 QT0421.The horizontal coordinates were established by classical geodetic methods
 QT0421.and adjusted by the National Geodetic Survey in January 1998.
 QT0421
 QT0421.The orthometric height was scaled from a topographic map.
 QT0421
 QT0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0421.GEOID18 height accuracy estimate available here.
 QT0421
 QT0421.Click photographs - Photos may exist for this station.
 QT0421
 QT0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0421
 QT0421. The following values were computed from the NAD 83(1996) position.
 QT0421
 QT0421;                    North         East     Units Scale Factor Converg.
 QT0421;SPC SD N     -   136,494.521   409,045.620   MT  0.99993915   -1 42 55.7
 QT0421;SPC SD N     -   447,815.77  1,342,010.50   sFT  0.99993915   -1 42 55.7
 QT0421;UTM  13      - 4,990,170.774   702,911.962   MT  1.00010630   +1 49 24.1
 QT0421
 QT0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0421!SPC SD N     -   0.99985875  x   0.99993915  =   0.99979791
 QT0421!UTM  13      -   0.99985875  x   1.00010630  =   0.99996504
 QT0421
 QT0421:                Primary Azimuth Mark                     Grid Az
 QT0421:SPC SD N     -  SIGNAL AZ MK                             142 17 47.3
 QT0421:UTM  13      -  SIGNAL AZ MK                             138 45 27.5
 QT0421
 QT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0291190170(NAD 83)
 QT0421
 QT0421|---------------------------------------------------------------------|
 QT0421| PID    Reference Object                     Distance      Geod. Az  |
 QT0421|                                                           dddmmss.s |
 QT0421| CQ9513 SIGNAL RM 1                           9.235 METERS 09323     |
 QT0421| CQ9512 SIGNAL AZ MK                                       1403451.6 |
 QT0421| CQ9514 SIGNAL RM 2                          11.029 METERS 18444     |
 QT0421|---------------------------------------------------------------------|
 QT0421
 QT0421                          SUPERSEDED SURVEY CONTROL
 QT0421
 QT0421  NAD 83(1993)-  45 02 09.34896(N)    102 25 25.91039(W) AD(       ) 1
 QT0421  NAD 83(1986)-  45 02 09.34860(N)    102 25 25.91020(W) AD(       ) 1
 QT0421  NAD 27      -  45 02 09.39560(N)    102 25 24.33460(W) AD(       ) 1
 QT0421
 QT0421.Superseded values are not recommended for survey control.
 QT0421
 QT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0421.See file dsdata.pdf to determine how the superseded data were derived.
 QT0421
 QT0421_MARKER: DS = TRIANGULATION STATION DISK
 QT0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0421_STAMPING: SIGNAL 1938
 QT0421_MARK LOGO: CGS
 QT0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0421+STABILITY: SURFACE MOTION
 QT0421
 QT0421  HISTORY     - Date     Condition        Report By
 QT0421  HISTORY     - 1938     MONUMENTED       CGS
 QT0421  HISTORY     - 1950     GOOD             CGS
 QT0421  HISTORY     - 1951     GOOD             CGS
 QT0421  HISTORY     - 1962     GOOD             CGS
 QT0421  HISTORY     - 20220610 GOOD             NGS
 QT0421
 QT0421                          STATION DESCRIPTION
 QT0421
 QT0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0421'STATION IS LOCATED 220 FEET S OF THE N END OF A FLAT TOP ISOLATED
 QT0421'BUTTE KNOWN LOCALLY AS SIGNAL BUTTE.  IT IS ABOUT 18.0 MILES
 QT0421'W OF FAITH AND ABOUT 3.0 MILES N OF U.S. HIGHWAY 212.
 QT0421'
 QT0421'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0421'BRONZE DISKS SET IN CONCRETE.
 QT0421'
 QT0421'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE IN EDSON
 QT0421'(10.0 MILES W OF FAITH) GO W ON U.S. HIGHWAY 212, 8.7 MILES
 QT0421'AND TURN RIGHT N ON A FIELD CROSS ROAD AT A TWO STORY WHITE
 QT0421'HOUSE ON THE LEFT, FOLLOW THIS WINDING FIELD ROAD 2.0 MILES N
 QT0421'TO THE OLD WEAVER PLACE, GO AROUND WEAVER PLACE AND GO 0.5 MILE
 QT0421'W ON FENCE LINE ROAD, TURN RIGHT (N) AND GO ACROSS PRAIRIE 1.0
 QT0421'MILE TO S SIDE OF BUTTE, DRIVE TO TOP OF BUTTE AND THEN N TO
 QT0421'STATION.
 QT0421'
 QT0421'AZIMUTH MARK IS ON THE FENCE LINE ROAD 0.5 MILE W OF THE OLD
 QT0421'WEAVER PLACE.
 QT0421'
 QT0421'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 QT0421
 QT0421                          STATION RECOVERY (1950)
 QT0421
 QT0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 QT0421'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0421'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS NO LONGER
 QT0421'ADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 QT0421'
 QT0421'THE STATION IS LOCATED ABOUT 220 FEET SOUTH OF THE NORTH END OF A
 QT0421'FLAT TOP ISOLATED BUTTE KNOWN LOCALLY AS SIGNAL BUTTE.  IT IS
 QT0421'ABOUT 18.0 MILES WEST OF FAITH, 1 MILE NORTH OF U.S. HIGHWAY 212,
 QT0421'AND LOCATED ON LAND OWNED BY MR. HARVEY HANSON.
 QT0421'
 QT0421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 QT0421'STATE HIGHWAY 73 IN FAITH, GO WEST ON U.S. HIGHWAY 212 AND STATE
 QT0421'HIGHWAY 73 FOR 3.2 MILES TO THE JUNCTION OF THESE HIGHWAYS WHERE
 QT0421'STATE HIGHWAY 73 TURNS RIGHT, NORTH, AND U.S. HIGHWAY 212
 QT0421'CONTINUES STRAIGHT AHEAD, WEST.  CONTINUE STRAIGHT AHEAD ON U.S.
 QT0421'HIGHWAY 212 FOR 16.15 MILES TO GEORGE BARNES MAIL BOX ON THE
 QT0421'LEFT, AND A SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTH, AND
 QT0421'FOLLOW THE MAIN GRADED ROAD FOR 1.15 MILES TO A WIRE GATE ON THE
 QT0421'LEFT, TURN LEFT, THROUGH GATE, AND FOLLOW A DIM TRACK ROAD FOR
 QT0421'0.4 MILE TO THE TOP OF THE BUTTE AND THE STATION AS
 QT0421'DESCRIBED.
 QT0421'
 QT0421'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE HIGHWAY AND
 QT0421'THE SIDE ROAD LEADING NORTH, GO EAST ON THE HIGHWAY FOR 1.05
 QT0421'MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT, THROUGH GATE AND
 QT0421'GO ON A DIM TRACK ROAD SOUTH-SOUTHEASTERLY FOR 0.25 MILE TO
 QT0421'THE SUMMIT OF A LOW BUTTE AND THE AZIMUTH MARK AS DESCRIBED.
 QT0421'
 QT0421'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED SIGNAL
 QT0421'1938.
 QT0421'
 QT0421'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QT0421'SIGNAL NO 1 1938.
 QT0421'
 QT0421'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0421'SIGNAL NO 2 1938.
 QT0421'
 QT0421'THE AZIMUTH MARK IS LOCATED NEAR THE SOUTH END OF A LOW FLAT BUTTE
 QT0421'ABOUT 0.25 MILE SOUTH OF THE HIGHWAY.  THE MARK PROJECTS 4
 QT0421'INCHES, AND THE DISK IS STAMPED SIGNAL 1938.
 QT0421'
 QT0421'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 QT0421'CONCRETE POSTS AS DESCRIBED.
 QT0421'
 QT0421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QT0421
 QT0421                          STATION RECOVERY (1951)
 QT0421
 QT0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0421'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  THE MARKS
 QT0421'ARE STAMPED AS DESCRIBED IN THE 1950 DESCRIPTION.  THE 1950
 QT0421'DESCRIPTION IS ACCURATE AND ADEQUATE.
 QT0421
 QT0421                          STATION RECOVERY (1962)
 QT0421
 QT0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0421'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QT0421'WERE RECOVERED AS DESCRIBED, AND WERE FOUND TO BE IN GOOD
 QT0421'CONDITION.  DISCREPANCIES WERE FOUND IN THE DIRECTIONS TO
 QT0421'REFERENCE MARKS 1 AND 2 AND IN THE DISCRIPTION TO REACH THE
 QT0421'AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 QT0421'
 QT0421'STATION IS LOCATED ABOUT 220 FEET SOUTH OF THE NORTH END OF A
 QT0421'FLAT TOP ISOLATED BUTTE KNOWN LOCALLY AS SIGNAL BUTTE.  IT IS
 QT0421'ABOUT 18 MILES WEST OF FAITH, 1 MILE NORTH OF U.S. HIGHWAY 212
 QT0421'IN SECTION 4, T 12 N, R 14 E.  LOCATED ON LAND OWNED BY MR. J.B.
 QT0421'MC GINNIS.
 QT0421'
 QT0421'TO REACH THE STATION FROM THE GROCERY STORE AND CROSSROAD AT
 QT0421'MAURINE, GO EAST ON U.S. HIGHWAY 212 FOR 9.1 MILES TO A SIDE
 QT0421'ROAD LEFT AND MR. HARVEY HANSONS MAILBOX.  TURN LEFT AND GO
 QT0421'NORTH ON A DIRT ROAD FOR 0.9 MILES TO A TRACK ROAD SHARP LEFT,
 QT0421'0.05 MILE NORTH OF THE SUMMIT OF A SMALL HILL.  TURN SHARP LEFT
 QT0421'AND FOLLOW A DIM TRACK TRUCK TRAIL SOUTHWEST AND WEST FOR 0.5
 QT0421'MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND GO SOUTHWEST
 QT0421'ACROSS PASTURE FOR 0.25 MILE TO THE FOOT OF THE BUTTE.  FROM
 QT0421'HERE THE OBSERVING PARTY PACKED WEST TO THE TOP OF THE BUTTE
 QT0421'THENCE NORTH TO THE STATION AS DESCRIBED, A DISTANCE OF
 QT0421'ABOUT 0.3 MILES.  (IN DRY WEATHER OR WITH A FOUR WHEEL DRIVE
 QT0421'TRUCK, CONTINUE SOUTHWEST AND WEST ON THE SAME TRACK ROAD
 QT0421'FOR ABOUT 0.15 MILE TO THE TOP OF THE BUTTE, THEN TURN
 QT0421'RIGHT AND GO NORTH FOR ABOUT 0.05 MILE TO THE STATION AS
 QT0421'DESCRIBED).
 QT0421'
 QT0421'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 QT0421'SQUARE CONCRETE MONUMENTS.
 QT0421'
 QT0421'STATION MARK PROJECTS 4 INCHES AND IT IS STAMPED--SIGNAL 1938.
 QT0421'
 QT0421'R.M. 1 PROJECTS 4 INCHES AND IT IS STAMPED--SIGNAL NO 1 1938.
 QT0421'
 QT0421'R.M. 2 PROJECTS 4 INCHES AND IT IS STAMPED--SIGNAL NO 2 1938.
 QT0421'
 QT0421'*TO REACH THE AZIMUTH MARK, TURN RIGHT OFF OF U.S. HIGHWAY 212,
 QT0421'(OPPOSITE MR. HARVEY HANSONS MAILBOX) PASS THROUGH A WIRE GATE
 QT0421'AND GO SOUTHEAST ACROSS A PASTURE FOR 0.25 MILE TO THE SUMMIT OF
 QT0421'A LOW HILL AND AZIMUTH MARK.
 QT0421'
 QT0421'AZIMUTH MARK IS ABOUT 0.15 MILE SOUTH OF U.S. HIGHWAY 212 ON THE
 QT0421'TOP AND CENTER OF A LOW FLAT HILL.  IT IS STAMPED--SIGNAL 1938
 QT0421'AND PROJECTS 2 INCHES.  NO SUITABLE PICTURE POINT AVAILABLE.
 QT0421
 QT0421                          STATION RECOVERY (2022)
 QT0421
 QT0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (DZ)
 QT0421'RECOVERED IN GOOD CONDITION BY USGS EMPLOYEE.  PHOTO SUBMITTED TO
 QT0421'NATIONAL GEODETIC SURVEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0407 ***********************************************************************
 QQ0407  DESIGNATION -  SIKKINK
 QQ0407  PID         -  QQ0407
 QQ0407  STATE/COUNTY-  SD/DAY
 QQ0407  COUNTRY     -  US
 QQ0407  USGS QUAD   -  FLORENCE NE (2017)
 QQ0407
 QQ0407                         *CURRENT SURVEY CONTROL
 QQ0407  ______________________________________________________________________
 QQ0407* NAD 83(1996) POSITION- 45 09 56.16889(N) 097 19 52.88459(W)   ADJUSTED
 QQ0407* NAVD 88 ORTHO HEIGHT -   561.    (meters)     1841.    (feet) SCALED
 QQ0407  ______________________________________________________________________
 QQ0407  GEOID HEIGHT    -        -25.139 (meters)                     GEOID18
 QQ0407  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 QQ0407  HORZ ORDER      -  THIRD
 QQ0407
 QQ0407.The horizontal coordinates were established by classical geodetic methods
 QQ0407.and adjusted by the National Geodetic Survey in January 1998.
 QQ0407
 QQ0407.The orthometric height was scaled from a topographic map.
 QQ0407
 QQ0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0407.GEOID18 height accuracy estimate available here.
 QQ0407
 QQ0407.Click photographs - Photos may exist for this station.
 QQ0407
 QQ0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0407
 QQ0407. The following values were computed from the NAD 83(1996) position.
 QQ0407
 QQ0407;                    North         East     Units Scale Factor Converg.
 QQ0407;SPC SD N     -   151,503.033   809,756.715   MT  0.99994110   +1 53 19.3
 QQ0407;SPC SD N     -   497,056.20  2,656,676.82   sFT  0.99994110   +1 53 19.3
 QQ0407;UTM  14      - 5,002,701.345   631,135.134   MT  0.99981144   +1 11 00.5
 QQ0407
 QQ0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0407!SPC SD N     -   0.99991595  x   0.99994110  =   0.99985705
 QQ0407!UTM  14      -   0.99991595  x   0.99981144  =   0.99972740
 QQ0407
 QQ0407:                Primary Azimuth Mark                     Grid Az
 QQ0407:SPC SD N     -  SIKKINK AZ MK                            000 33 44.7
 QQ0407:UTM  14      -  SIKKINK AZ MK                            001 16 03.5
 QQ0407
 QQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3113502701(NAD 83)
 QQ0407
 QQ0407|---------------------------------------------------------------------|
 QQ0407| PID    Reference Object                     Distance      Geod. Az  |
 QQ0407|                                                           dddmmss.s |
 QQ0407| CO6118 SIKKINK AZ MK                                      0022704.0 |
 QQ0407| CO6119 SIKKINK RM 1                          7.697 METERS 17748     |
 QQ0407| CO6120 SIKKINK RM 2                         19.212 METERS 35659     |
 QQ0407|---------------------------------------------------------------------|
 QQ0407
 QQ0407                          SUPERSEDED SURVEY CONTROL
 QQ0407
 QQ0407  NAD 83(1986)-  45 09 56.16809(N)    097 19 52.87089(W) AD(       ) 3
 QQ0407  NAD 27      -  45 09 56.30773(N)    097 19 51.57127(W) AD(       ) 3
 QQ0407
 QQ0407.Superseded values are not recommended for survey control.
 QQ0407
 QQ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0407.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0407
 QQ0407_MARKER: DS = TRIANGULATION STATION DISK
 QQ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0407_STAMPING: SIKKINK 1952
 QQ0407_MARK LOGO: CGS
 QQ0407_PROJECTION: FLUSH
 QQ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0407+STABILITY: SURFACE MOTION
 QQ0407
 QQ0407  HISTORY     - Date     Condition        Report By
 QQ0407  HISTORY     - 1952     MONUMENTED       CGS
 QQ0407
 QQ0407                          STATION DESCRIPTION
 QQ0407
 QQ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0407'THE STATION IS IN SEC. 32, T 120 N, R 54 W, ABOUT 11 MILES SOUTH
 QQ0407'OF WAUBAY, 9 MILES NORTHEAST OF WALLACE, 8 MILES NORTH OF FLORENCE,
 QQ0407'1 MILE NORTH OF THE DAY-CODINGTON COUNTY LINE, 100 FEET SOUTHEAST
 QQ0407'OF THE FARM HOME OF MR. RALPH SIKKINK, 50 FEET WEST OF A GRAVEL
 QQ0407'ROAD AND 19 FEET WEST OF A WIRE FENCE.
 QQ0407'
 QQ0407'TO REACH THE STATION FROM THE T-INTERSECTION NORTHWEST OF THE
 QQ0407'PUBLIC SCHOOL IN FLORENCE GO NORTH ON STATE HIGHWAY 20 FOR 2.85
 QQ0407'MILE TO A POINT WHERE THE HIGHWAY TURNS LEFT, CONTINUE NORTH ON A
 QQ0407'GRAVELED ROAD FOR 2.1 MILES TO A CROSS ROAD AND A SCHOOL HOUSE
 QQ0407'ON THE RIGHT, CONTINUE NORTH FOR 2.95 MILES TO THE STATION ON THE
 QQ0407'LEFT.  CONTINUE NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 QQ0407'RIGHT.
 QQ0407'
 QQ0407'THE STATION MARK IS FLUSH AND THE DISK IS STAMPED SIKKINK 1952.
 QQ0407'
 QQ0407'REFERENCE MARK 1 IS 18 FEET WEST OF THE WIRE FENCE.  THE MARK IS
 QQ0407'FLUSH AND THE DISK IS STAMPED SIKKINK NO 1 1952.
 QQ0407'
 QQ0407'REFERENCE MARK 2 IS 54 FEET WEST OF THE GRAVELED ROAD.  THE MARK
 QQ0407'PROJECTS 1 INCH AND THE DISK IS STAMPED SIKKINK NO 2 1952.
 QQ0407'
 QQ0407'THE AZIMUTH MARK IS 36 FEET EAST OF A GRAVELED ROAD, 1 FOOT WEST OF
 QQ0407'A WIRE FENCE AND 1 FOOT SOUTHWEST OF A 4X4 INCH WITNESS POST.  THE
 QQ0407'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SIKKINK 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1168 ***********************************************************************
 PT1168  DESIGNATION -  SILENT GUIDE MONUMENT
 PT1168  PID         -  PT1168
 PT1168  STATE/COUNTY-  SD/HAAKON
 PT1168  COUNTRY     -  US
 PT1168  USGS QUAD   -  BOWEN RANCH (2017)
 PT1168
 PT1168                         *CURRENT SURVEY CONTROL
 PT1168  ______________________________________________________________________
 PT1168* NAD 83(1996) POSITION- 44 02 14.06121(N) 101 50 25.54678(W)   ADJUSTED
 PT1168* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 PT1168  ______________________________________________________________________
 PT1168  GEOID HEIGHT    -        -20.459 (meters)                     GEOID18
 PT1168  LAPLACE CORR    -         -8.93  (seconds)                    DEFLEC18
 PT1168  HORZ ORDER      -  SECOND
 PT1168
 PT1168.The horizontal coordinates were established by classical geodetic methods
 PT1168.and adjusted by the National Geodetic Survey in January 1998.
 PT1168
 PT1168.The orthometric height was scaled from a topographic map.
 PT1168
 PT1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1168.GEOID18 height accuracy estimate available here.
 PT1168
 PT1168.Click photographs - Photos may exist for this station.
 PT1168
 PT1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1168
 PT1168. The following values were computed from the NAD 83(1996) position.
 PT1168
 PT1168;                    North         East     Units Scale Factor Converg.
 PT1168;SPC SD S     -   190,388.302   479,211.827   MT  0.99993356   -1 02 22.8
 PT1168;SPC SD S     -   624,632.29  1,572,214.14   sFT  0.99993356   -1 02 22.8
 PT1168;UTM  14      - 4,879,932.033   272,410.297   MT  1.00023710   -1 58 31.1
 PT1168
 PT1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1168!SPC SD S     -   0.99987896  x   0.99993356  =   0.99981253
 PT1168!UTM  14      -   0.99987896  x   1.00023710  =   1.00011603
 PT1168
 PT1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7241079932(NAD 83)
 PT1168
 PT1168                          SUPERSEDED SURVEY CONTROL
 PT1168
 PT1168  NAD 83(1986)-  44 02 14.05351(N)    101 50 25.54880(W) AD(       ) 2
 PT1168  NAD 27      -  44 02 14.09400(N)    101 50 24.02000(W) AD(       ) 2
 PT1168
 PT1168.Superseded values are not recommended for survey control.
 PT1168
 PT1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1168.See file dsdata.pdf to determine how the superseded data were derived.
 PT1168
 PT1168_MARKER: 62 = FLAGPOLE
 PT1168
 PT1168  HISTORY     - Date     Condition        Report By
 PT1168  HISTORY     - 1950     FIRST OBSERVED   CGS
 PT1168
 PT1168                          STATION DESCRIPTION
 PT1168
 PT1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1168'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF PHILIP, AND
 PT1168'ABOUT 100 YARDS SOUTH OF A GRADED DIRT ROAD.  IT IS NEAR THE
 PT1168'SOUTHEAST EDGE OF A PROMINENT NORTHWEST-SOUTHEAST RIDGE.
 PT1168'
 PT1168'THE MONUMENT IS SQUARE AT ITS BASE AND TAPERED TO A POINT AT
 PT1168'ITS APEX TO WHICH AN IRON PIPE FLAGPOLE, ABOUT 10 FEET IN
 PT1168'HEIGHT, HAS BEEN FASTENED.  ITS BASE IS CONSTRUCTED OF CONCRETE,
 PT1168'AND IS ABOUT 6 FEET SQUARE.  THE MONUMENT PROPER IS CONSTRUCTED
 PT1168'OF SANDSTONE AND IS ABOUT 15 FEET IN HEIGHT.  THERE IS A SIGN
 PT1168'ON THE NORTH SIDE THE SILENT GUIDE BUILT BY W S JONES 1900
 PT1168'REBUILT BY COMMUNITY 1924.
 PT1168'
 PT1168'THE POINT OBSERVED WAS THE CENTER OF THE FLAGPOLE AT ITS BASE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0899 ***********************************************************************
 OQ0899  DESIGNATION -  SILVER LAKE
 OQ0899  PID         -  OQ0899
 OQ0899  STATE/COUNTY-  SD/HUTCHINSON
 OQ0899  COUNTRY     -  US
 OQ0899  USGS QUAD   -  DOLTON (2017)
 OQ0899
 OQ0899                         *CURRENT SURVEY CONTROL
 OQ0899  ______________________________________________________________________
 OQ0899* NAD 83(1996) POSITION- 43 29 16.35849(N) 097 24 42.45563(W)   ADJUSTED
 OQ0899* NAVD 88 ORTHO HEIGHT -   441.1   (meters)     1447.    (feet) VERTCON3
 OQ0899  ______________________________________________________________________
 OQ0899  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 OQ0899  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 OQ0899  HORZ ORDER      -  FIRST
 OQ0899
 OQ0899.The horizontal coordinates were established by classical geodetic methods
 OQ0899.and adjusted by the National Geodetic Survey in January 1998.
 OQ0899
 OQ0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0899
 OQ0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0899.GEOID18 height accuracy estimate available here.
 OQ0899
 OQ0899.Click photographs - Photos may exist for this station.
 OQ0899
 OQ0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0899
 OQ0899. The following values were computed from the NAD 83(1996) position.
 OQ0899
 OQ0899;                    North         East     Units Scale Factor Converg.
 OQ0899;SPC SD S     -   132,415.138   836,261.599   MT  0.99990945   +2 00 55.5
 OQ0899;SPC SD S     -   434,432.00  2,743,634.93   sFT  0.99990945   +2 00 55.5
 OQ0899;UTM  14      - 4,816,220.172   628,424.091   MT  0.99980287   +1 05 35.4
 OQ0899
 OQ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0899!SPC SD S     -   0.99993492  x   0.99990945  =   0.99984437
 OQ0899!UTM  14      -   0.99993492  x   0.99980287  =   0.99973780
 OQ0899
 OQ0899:                Primary Azimuth Mark                     Grid Az
 OQ0899:SPC SD S     -  DOLTON HIGHEST RED ELEV C OF 3           082 46 18.4
 OQ0899:UTM  14      -  DOLTON HIGHEST RED ELEV C OF 3           083 41 38.5
 OQ0899
 OQ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2842416220(NAD 83)
 OQ0899
 OQ0899|---------------------------------------------------------------------|
 OQ0899| PID    Reference Object                     Distance      Geod. Az  |
 OQ0899|                                                           dddmmss.s |
 OQ0899| OQ0865 CANISTOTA HIGHEST WHITE SPIRE       APPROX.15.6 KM 0373514.4 |
 OQ0899| OQ0867 CANISTOTA ELEV CUP HI RED ONE       APPROX.15.8 KM 0381537.7 |
 OQ0899| OQ0866 CANISTOTA HI CH SPIRE NR ELEV       APPROX.15.5 KM 0381955.2 |
 OQ0899| OQ0898 DOLTON HIGHEST RED ELEV C OF 3      APPROX. 2.0 KM 0844713.9 |
 OQ0899| CO4544 SILVER LAKE RM                                     12850     |
 OQ0899| OQ0895 FREEMAN SCHSE SQUATTY SPIRE         APPROX.15.5 KM 1871301.8 |
 OQ0899| OQ0894 FREEMAN CHURCH SPIRE                APPROX.15.3 KM 1872458.0 |
 OQ0899| OQ0896 FREEMAN ELEVATOR                    APPROX.15.0 KM 1874223.2 |
 OQ0899| OQ0930 CHURCH ON E END OF RIDGE SPIRE      APPROX.20.5 KM 2920827.0 |
 OQ0899| OQ0927 EMERY ELEVATOR                      APPROX.21.0 KM 3064010.9 |
 OQ0899| OQ0869 BRIDGEWATER ELEVATOR                APPROX. 9.8 KM 3130137.8 |
 OQ0899| OQ0928 BRIDGEWATER CHURCH 1 SPIRE          APPROX.10.3 KM 3133109.3 |
 OQ0899| OQ0929 BRIDGEWATER CHURCH 2 SPIRE          APPROX.10.1 KM 3142718.2 |
 OQ0899|---------------------------------------------------------------------|
 OQ0899
 OQ0899                          SUPERSEDED SURVEY CONTROL
 OQ0899
 OQ0899  NAD 83(1995)-  43 29 16.35931(N)    097 24 42.44204(W) AD(       ) 1
 OQ0899  NAD 83(1986)-  43 29 16.36523(N)    097 24 42.43809(W) AD(       ) 1
 OQ0899  NAD 27      -  43 29 16.42400(N)    097 24 41.20300(W) AD(       ) 1
 OQ0899  USSD        -  43 29 16.61700(N)    097 24 41.58400(W) AD(       ) 3
 OQ0899  NGVD 29 (07/19/86)  440.8    (m)         1446.     (f) VERT ANG       
 OQ0899
 OQ0899.Superseded values are not recommended for survey control.
 OQ0899
 OQ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0899.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0899
 OQ0899_MARKER: N = NAIL
 OQ0899_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OQ0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0899
 OQ0899  HISTORY     - Date     Condition        Report By
 OQ0899  HISTORY     - 1901     MONUMENTED       CGS
 OQ0899  HISTORY     - 1906     GOOD             CGS
 OQ0899  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0899
 OQ0899                          STATION DESCRIPTION
 OQ0899
 OQ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 OQ0899'SITUATED IN THE SOUTH CENTER OF SEC. 12, T. 100 N., R. 56 W., ON
 OQ0899'LAND BELONGING TO PAUL GLANCER, OF DOLTON.  IT IS 1-1/4 MILES
 OQ0899'WEST OF DOLTON, TURNER COUNTY, AND IS AT THE SOUTHERN EDGE OF A
 OQ0899'CLUMP OF SMALL COTTONWOOD TREES JUST NORTH OF THE SECTION-LINE
 OQ0899'ROAD.  THE SURFACE MARK IS A NAIL IN THE TOP OF A 4- BY 6-INCH
 OQ0899'PINE STUB, AND THE UNDERGROUND MARK IS A COPPER TACK IN THE CORK
 OQ0899'OF A STONE JUG.  THE REFERENCE MARK IS 0.12 METER LOWER THAN
 OQ0899'THE STATION IN ELEVATION, AND AT THE QUARTER-SECTION CORNER ON
 OQ0899'THE SOUTH SIDE OF THE ROAD, IN THE FIELD SIDE, ABOUT 1 FOOT
 OQ0899'FROM EITHER WIRE FENCE, AND ON THE EAST SIDE OF THE
 OQ0899'NORTH-AND-SOUTH FENCE.  IT IS 52.41 METERS FROM THE STATION
 OQ0899'S 51 DEG 10 MIN E.  THE FOLLOWING BEARINGS AND
 OQ0899'DISTANCES ARE FROM THE TRIANGULATION STATION--PAUL GLANCERS
 OQ0899'WINDMILL TOWER IN PASTURE, N 71 DEG 53 MIN W, ABOUT 800
 OQ0899'METERS.  HENRY UNROWS WINDMILL TOWER (AT HOUSE), S 82 DEG 3 MIN E,
 OQ0899'ABOUT 900 METERS.  BEN BULLERS WINDMILL TOWER (AT
 OQ0899'HOUSE), S 33 DEG 58 MIN E, ABOUT 500 METERS.  THE
 OQ0899'NORTHWEST CORNER OF SEC. 18, T . 100, R. 55, WAS ALSO CONNECTED
 OQ0899'WITH THE STATION.
 OQ0899
 OQ0899                          STATION RECOVERY (1935)
 OQ0899
 OQ0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0899'STATION RECOVERED MAY 9, 1935 AND FOUND IN GOOD CONDITION.
 OQ0899'
 OQ0899'IT HAS BEEN CORRECTLY DESCRIBED, BUT THE LAND ON WHICH IT IS SET
 OQ0899'IS OWNED BY JACOB SCHMIDT, AND THERE IS NO LONGER A COTTONWOOD
 OQ0899'GROVE NEARBY.  THE FOLLOWING NEW MEASUREMENTS WERE MADE--83 FEET
 OQ0899'NORTH OF THE CENTER LINE OF THE SECTION-LINE ROAD, 52 FEET NORTH
 OQ0899'OF NORTH RIGHT-OF-WAY FENCE, 133 FEET WEST OF THE CENTER LINE
 OQ0899'OF A PRIVATE ROAD LEADING TO THE SCHMIDT HOUSE, AND 86 FEET
 OQ0899'NORTHEAST OF A FENCE CORNER AT THE SOUTHWEST CORNER OF AN
 OQ0899'ALFALFA FIELD.
 OQ0899'
 OQ0899'THE SURFACE MARK IS A NAIL IN TERRA-COTTA PIPE FILLED WITH AND
 OQ0899'SET IN CONCRETE, JUST FLUSH WITH THE GROUND SURFACE AND WILL
 OQ0899'USUALLY BE SLIGHTLY COVERED.
 OQ0899'
 OQ0899'REFERENCE MARK IS A NAIL IN TERRA-COTTA PIPE FILLED WITH AND
 OQ0899'SET IN CONCRETE, 27 FEET SOUTH OF THE CENTER LINE OF THE
 OQ0899'SECTION-LINE ROAD, 4-1/2 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE,
 OQ0899'1 FOOT EAST OF NORTH-AND-SOUTH CENTER LINE FENCE, AND 172 FEET
 OQ0899'SOUTHWEST OF STATION.
 OQ0899'
 OQ0899'AZIMUTH MARKS--PAUL GLANCERS WINDMILL TOWER NO LONGER EXISTS.
 OQ0899'HENRY UNROWS WINDMILL TOWER AND BEN BULLERS (NOW JACOB SCHMIDTS
 OQ0899'WINDMILL TOWER REMAIN AS THEY WERE IN 1901.  SECTION 18, NORTHWEST
 OQ0899'CORNER, IS BURIED UNDER THE ROAD GRADE, AND NO SEARCH WAS MADE FOR
 OQ0899'IT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0267 ***********************************************************************
 OS0267  DESIGNATION -  SIMEK
 OS0267  PID         -  OS0267
 OS0267  STATE/COUNTY-  SD/JACKSON
 OS0267  COUNTRY     -  US
 OS0267  USGS QUAD   -  BELVIDERE (2017)
 OS0267
 OS0267                         *CURRENT SURVEY CONTROL
 OS0267  ______________________________________________________________________
 OS0267* NAD 83(1996) POSITION- 43 52 16.44749(N) 101 17 03.37133(W)   ADJUSTED
 OS0267* NAVD 88 ORTHO HEIGHT -   751.603 (meters)     2465.88  (feet) ADJUSTED
 OS0267  ______________________________________________________________________
 OS0267  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 OS0267  LAPLACE CORR    -         -9.50  (seconds)                    DEFLEC18
 OS0267  DYNAMIC HEIGHT  -        751.359 (meters)     2465.08  (feet) COMP
 OS0267  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0267
 OS0267  HORZ ORDER      -  SECOND
 OS0267  VERT ORDER      -  FIRST     CLASS II
 OS0267
 OS0267.The horizontal coordinates were established by classical geodetic methods
 OS0267.and adjusted by the National Geodetic Survey in January 1998.
 OS0267
 OS0267.The orthometric height was determined by differential leveling and
 OS0267.adjusted by the NATIONAL GEODETIC SURVEY
 OS0267.in June 1991.
 OS0267
 OS0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0267.GEOID18 height accuracy estimate available here.
 OS0267
 OS0267.Click photographs - Photos may exist for this station.
 OS0267
 OS0267.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0267
 OS0267.The dynamic height is computed by dividing the NAVD 88
 OS0267.geopotential number by the normal gravity value computed on the
 OS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0267.degrees latitude (g = 980.6199 gals.).
 OS0267
 OS0267.The modeled gravity was interpolated from observed gravity values.
 OS0267
 OS0267. The following values were computed from the NAD 83(1996) position.
 OS0267
 OS0267;                    North         East     Units Scale Factor Converg.
 OS0267;SPC SD S     -   171,286.398   523,572.292   MT  0.99991659   -0 39 21.6
 OS0267;SPC SD S     -   561,962.12  1,717,753.43   sFT  0.99991659   -0 39 21.6
 OS0267;UTM  14      - 4,860,107.668   316,463.095   MT  1.00001433   -1 35 00.7
 OS0267
 OS0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0267!SPC SD S     -   0.99988568  x   0.99991659  =   0.99980228
 OS0267!UTM  14      -   0.99988568  x   1.00001433  =   0.99990001
 OS0267
 OS0267:                Primary Azimuth Mark                     Grid Az
 OS0267:SPC SD S     -  SIMEK AZ MK                              004 11 40.5
 OS0267:UTM  14      -  SIMEK AZ MK                              005 07 19.6
 OS0267
 OS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1646360107(NAD 83)
 OS0267
 OS0267|---------------------------------------------------------------------|
 OS0267| PID    Reference Object                     Distance      Geod. Az  |
 OS0267|                                                           dddmmss.s |
 OS0267| OS0268 SIMEK AZ MK                         APPROX. 1.2 KM 0033218.9 |
 OS0267| OS0265 SIMEK RM 1                            8.666 METERS 09211     |
 OS0267| OS0266 SIMEK RM 2                           16.178 METERS 15554     |
 OS0267| OS0742 BELVIDERE MUNICIPAL TANK            APPROX. 4.5 KM 1660221.8 |
 OS0267|---------------------------------------------------------------------|
 OS0267
 OS0267                          SUPERSEDED SURVEY CONTROL
 OS0267
 OS0267  NAD 83(1986)-  43 52 16.44064(N)    101 17 03.37616(W) AD(       ) 2
 OS0267  NAD 27      -  43 52 16.47040(N)    101 17 01.87320(W) AD(       ) 2
 OS0267  NGVD 29 (??/??/92)  751.135  (m)         2464.35   (f) ADJ UNCH    1 2
 OS0267  NGVD 29             751.14   (m)         2464.4    (f) LEVELING    3  
 OS0267
 OS0267.Superseded values are not recommended for survey control.
 OS0267
 OS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0267.See file dsdata.pdf to determine how the superseded data were derived.
 OS0267
 OS0267_MARKER: DS = TRIANGULATION STATION DISK
 OS0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0267_STAMPING: SIMEK 1961
 OS0267_MARK LOGO: CGS
 OS0267_PROJECTION: FLUSH
 OS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0267+STABILITY: SURFACE MOTION
 OS0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0267+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1988
 OS0267
 OS0267  HISTORY     - Date     Condition        Report By
 OS0267  HISTORY     - 1961     MONUMENTED       CGS
 OS0267  HISTORY     - 1962     GOOD             CGS
 OS0267  HISTORY     - 19880309 GOOD             NGS
 OS0267
 OS0267                          STATION DESCRIPTION
 OS0267
 OS0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0267'LOCATED ABOUT 10-1/2 MILES EAST-NORTHEAST OF KADOKA AND 2-1/2
 OS0267'MILES NORTHWEST OF BELVIDERE.  IT IS IN SECTION 18, R 23 E,
 OS0267'T 2 S.
 OS0267'
 OS0267'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY
 OS0267'40 AT THE NORTH EDGE OF BELVIDERE, GO WEST ON U.S. HIGHWAY 16
 OS0267'FOR 0.6 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.8
 OS0267'MILE TO A CROSSROAD AND A CEMETERY ON THE RIGHT, CONTINUE
 OS0267'NORTH ON GRAVELED ROAD FOR 1.4 MILES TO THE STATION ON THE
 OS0267'LEFT, CONTINUE NORTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 OS0267'RIGHT.
 OS0267'
 OS0267'STATION MARK, A STANDARD DISK, STAMPED SIMEK 1961, IS SET
 OS0267'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 OS0267'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 201
 OS0267'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD.
 OS0267'
 OS0267'REFERENCE MARK 1, A STANDARD DISK STAMPED SIMEK NO 1 1961,
 OS0267'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0267'THAT IS FLUSH WITH THE GROUND.  IT IS ON THE EAST SLOPE OF
 OS0267'THE HILL AND ABOUT 18 INCHES LOWER THAN THE STATION.
 OS0267'
 OS0267'REFERENCE MARK 2, A STANDARD DISK STAMPED SIMEK NO 2 1961,
 OS0267'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OS0267'THAT IS FLUSH WITH THE GROUND.  IT IS ON THE SOUTHEAST SLOPE
 OS0267'OF THE HILL AND ABOUT 3 FEET LOWER THAN THE STATION.
 OS0267'
 OS0267'AZIMUTH MARK, A STANDARD DISK STAMPED SIMEK 1961, IS SET IN THE
 OS0267'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 OS0267'3 INCHES.  IT IS 30 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 OS0267'GRAVELED ROAD, 3 FEET NORTH OF A METAL WITNESS POST WITH
 OS0267'SIGN AND 1 FOOT WEST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE.
 OS0267'
 OS0267'PICTURE POINT, IS THE T-FENCE CORNER NORTHEAST OF THE STATION.
 OS0267'POINT OBSERVED WAS THE T-FENCE POST.
 OS0267
 OS0267                          STATION RECOVERY (1962)
 OS0267
 OS0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0267'3.1 MI N FROM BELVIDERE.
 OS0267'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0267'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 2.45
 OS0267'MILES NORTH ALONG A GRAVELED ROAD, AND ON THE TOP OF A KNOLL,
 OS0267'220 FEET WEST OF THE CENTER LINE OF THE ROAD, 169 FEET WEST
 OS0267'OF A FENCE, ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 OS0267'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OS0267
 OS0267                          STATION RECOVERY (1988)
 OS0267
 OS0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OS0267'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0267'HIGHWAY 90 ON THE NORTH FROM ITS JUNCTION WITH STATE HIGHWAY 63 AND
 OS0267'90, THEN 3 KM (1.85 MI) NORTH ALONG A COUNTY ROAD, ON TOP OF A SMALL
 OS0267'KNOLL, 67 M (219.8 FT) WEST FROM THE ROAD CENTER, 51.5 M (169.0 FT)
 OS0267'WEST FROM THE FENCE, IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 OS0267'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0799 ***********************************************************************
 OS0799  DESIGNATION -  SIMEK AZ MK 2
 OS0799  PID         -  OS0799
 OS0799  STATE/COUNTY-  SD/JACKSON
 OS0799  COUNTRY     -  US
 OS0799  USGS QUAD   -  BELVIDERE NE (2017)
 OS0799
 OS0799                         *CURRENT SURVEY CONTROL
 OS0799  ______________________________________________________________________
 OS0799* NAD 83(1986) POSITION- 43 52 53.     (N) 101 17 00.     (W)   SCALED
 OS0799* NAVD 88 ORTHO HEIGHT -   728.15  (meters)     2388.9   (feet) RESET
 OS0799  ______________________________________________________________________
 OS0799  GEOID HEIGHT    -        -22.499 (meters)                     GEOID18
 OS0799  VERT ORDER      -  THIRD
 OS0799
 OS0799.The horizontal coordinates were scaled from a map and have
 OS0799.an estimated accuracy of +/- 6 seconds.
 OS0799
 OS0799.The orthometric height was computed from unverified reset data.
 OS0799
 OS0799.No vertical observational check was made to the station.
 OS0799
 OS0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0799.GEOID18 height accuracy estimate available here.
 OS0799
 OS0799.Click photographs - Photos may exist for this station.
 OS0799
 OS0799;                    North         East    Units  Estimated Accuracy
 OS0799;SPC SD S     -   172,410.      523,660.      MT  (+/- 180 meters Scaled)
 OS0799
 OS0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP165612(NAD 83)
 OS0799
 OS0799                          SUPERSEDED SURVEY CONTROL
 OS0799
 OS0799.No superseded survey control is available for this station.
 OS0799
 OS0799_MARKER: DZ = AZIMUTH MARK DISK
 OS0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0799_STAMPING: SIMEK NO 2 1988
 OS0799_MARK LOGO: NGS
 OS0799_PROJECTION: FLUSH
 OS0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0799+STABILITY: SURFACE MOTION
 OS0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0799+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OS0799
 OS0799  HISTORY     - Date     Condition        Report By
 OS0799  HISTORY     - 1988     MONUMENTED       NGS
 OS0799
 OS0799                          STATION DESCRIPTION
 OS0799
 OS0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 OS0799'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0799'HIGHWAY 90 ON THE NORTH SIDE, FROM ITS JUNCTION WITH 90 AND U.S.
 OS0799'HIGHWAY 63 NORTH OF BELVEDERE, THEN 4.3 KM (2.65 MI) NORTH ALONG
 OS0799'A COUNTY ROAD, 41.2 M (135.2 FT) WEST FROM THE CENTER OF THE ROAD,
 OS0799'31.1. M (3.6 FT) WEST FROM A FENCE, 0.6 M (2.0 FT) WEST FROM A
 OS0799'WITNESS POST, IN THE TOP OF A CONCRETE POST THAT IS FLUSH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0265 ***********************************************************************
 OS0265  DESIGNATION -  SIMEK RM 1
 OS0265  PID         -  OS0265
 OS0265  STATE/COUNTY-  SD/JACKSON
 OS0265  COUNTRY     -  US
 OS0265  USGS QUAD   -  BELVIDERE (2017)
 OS0265
 OS0265                         *CURRENT SURVEY CONTROL
 OS0265  ______________________________________________________________________
 OS0265* NAD 83(1986) POSITION- 43 52 16.44   (N) 101 17 02.98   (W)   HD_HELD1
 OS0265* NAVD 88 ORTHO HEIGHT -   751.164 (meters)     2464.44  (feet) ADJUSTED
 OS0265  ______________________________________________________________________
 OS0265  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 OS0265  DYNAMIC HEIGHT  -        750.920 (meters)     2463.64  (feet) COMP
 OS0265  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0265
 OS0265  VERT ORDER      -  FIRST     CLASS II
 OS0265
 OS0265.The horizontal coordinates were determined by differentially corrected
 OS0265.hand held GPS observations or other comparable positioning techniques
 OS0265.and have an estimated accuracy of +/- 3 meters.
 OS0265
 OS0265.The orthometric height was determined by differential leveling and
 OS0265.adjusted by the NATIONAL GEODETIC SURVEY
 OS0265.in June 1991.
 OS0265
 OS0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0265.GEOID18 height accuracy estimate available here.
 OS0265
 OS0265.Click photographs - Photos may exist for this station.
 OS0265
 OS0265.The dynamic height is computed by dividing the NAVD 88
 OS0265.geopotential number by the normal gravity value computed on the
 OS0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0265.degrees latitude (g = 980.6199 gals.).
 OS0265
 OS0265.The modeled gravity was interpolated from observed gravity values.
 OS0265
 OS0265;                    North         East    Units  Estimated Accuracy
 OS0265;SPC SD S     -   171,286.1     523,581.0     MT  (+/- 3 meters HH1 GPS) 
 OS0265
 OS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1647160107(NAD 83)
 OS0265
 OS0265                          SUPERSEDED SURVEY CONTROL
 OS0265
 OS0265  NGVD 29 (??/??/92)  750.695  (m)         2462.91   (f) ADJ UNCH    1 2
 OS0265
 OS0265.Superseded values are not recommended for survey control.
 OS0265
 OS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0265.See file dsdata.pdf to determine how the superseded data were derived.
 OS0265
 OS0265_MARKER: DR = REFERENCE MARK DISK
 OS0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0265_STAMPING: SIMEK NO 1 1961
 OS0265_MARK LOGO: CGS
 OS0265_PROJECTION: FLUSH
 OS0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0265+STABILITY: SURFACE MOTION
 OS0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0265+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1988
 OS0265
 OS0265  HISTORY     - Date     Condition        Report By
 OS0265  HISTORY     - 1961     MONUMENTED       CGS
 OS0265  HISTORY     - 1962     GOOD             CGS
 OS0265  HISTORY     - 19880309 GOOD             NGS
 OS0265
 OS0265                          STATION DESCRIPTION
 OS0265
 OS0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0265'3.1 MI N FROM BELVIDERE.
 OS0265'ABOUT 0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0265'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 2.45
 OS0265'MILES NORTH ALONG A GRAVELED ROAD, AND ON THE TOP OF A KNOLL,
 OS0265'192 FEET WEST OF THE CENTER LINE OF THE ROAD, 28.4 FEET
 OS0265'EAST OF SIMEK 1961 TRIANGULATION STATION, 141 FEET WEST OF A
 OS0265'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OS0265
 OS0265                          STATION RECOVERY (1988)
 OS0265
 OS0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OS0265'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0265'HIGHWAY 90 ON THE NORTH, FROM ITS JUNCTION WITH STATE HIGHWAY 63 AND
 OS0265'90, THEN 3 KM (1.85 MI) NORTH ALONG A COUNTY RAOD, ON TOP OF A
 OS0265'SMALL KNOLL, 58.5 M (191.9 FT) WEST FROM THE ROAD CENTER,
 OS0265'43 M (141 FT) WEST FROM THE FENCE, 8.66 M (28.4 FT) EAST OF STATION
 OS0265'SIMEK, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0266 ***********************************************************************
 OS0266  DESIGNATION -  SIMEK RM 2
 OS0266  PID         -  OS0266
 OS0266  STATE/COUNTY-  SD/JACKSON
 OS0266  COUNTRY     -  US
 OS0266  USGS QUAD   -  BELVIDERE (2017)
 OS0266
 OS0266                         *CURRENT SURVEY CONTROL
 OS0266  ______________________________________________________________________
 OS0266* NAD 83(1986) POSITION- 43 52 15.97   (N) 101 17 03.08   (W)   HD_HELD1
 OS0266* NAVD 88 ORTHO HEIGHT -   750.596 (meters)     2462.58  (feet) ADJUSTED
 OS0266  ______________________________________________________________________
 OS0266  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 OS0266  DYNAMIC HEIGHT  -        750.352 (meters)     2461.78  (feet) COMP
 OS0266  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0266
 OS0266  VERT ORDER      -  FIRST     CLASS II
 OS0266
 OS0266.The horizontal coordinates were determined by differentially corrected
 OS0266.hand held GPS observations or other comparable positioning techniques
 OS0266.and have an estimated accuracy of +/- 3 meters.
 OS0266
 OS0266.The orthometric height was determined by differential leveling and
 OS0266.adjusted by the NATIONAL GEODETIC SURVEY
 OS0266.in June 1991.
 OS0266
 OS0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0266.GEOID18 height accuracy estimate available here.
 OS0266
 OS0266.Click photographs - Photos may exist for this station.
 OS0266
 OS0266.The dynamic height is computed by dividing the NAVD 88
 OS0266.geopotential number by the normal gravity value computed on the
 OS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0266.degrees latitude (g = 980.6199 gals.).
 OS0266
 OS0266.The modeled gravity was interpolated from observed gravity values.
 OS0266
 OS0266;                    North         East    Units  Estimated Accuracy
 OS0266;SPC SD S     -   171,271.6     523,578.6     MT  (+/- 3 meters HH1 GPS) 
 OS0266
 OS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1646960092(NAD 83)
 OS0266
 OS0266                          SUPERSEDED SURVEY CONTROL
 OS0266
 OS0266  NGVD 29 (??/??/92)  750.127  (m)         2461.04   (f) ADJ UNCH    1 2
 OS0266
 OS0266.Superseded values are not recommended for survey control.
 OS0266
 OS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0266.See file dsdata.pdf to determine how the superseded data were derived.
 OS0266
 OS0266_MARKER: DR = REFERENCE MARK DISK
 OS0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0266_STAMPING: SIMEK NO 2 1961
 OS0266_MARK LOGO: CGS
 OS0266_PROJECTION: FLUSH
 OS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0266+STABILITY: SURFACE MOTION
 OS0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0266+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1988
 OS0266
 OS0266  HISTORY     - Date     Condition        Report By
 OS0266  HISTORY     - 1961     MONUMENTED       CGS
 OS0266  HISTORY     - 1962     GOOD             CGS
 OS0266  HISTORY     - 19880309 GOOD             NGS
 OS0266
 OS0266                          STATION DESCRIPTION
 OS0266
 OS0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0266'3.1 MI N FROM BELVIDERE.
 OS0266'ABOUT 0.65 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0266'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE
 OS0266'2.45 MILES NORTH ALONG A GRAVELED ROAD, AND ON THE TOP OF A
 OS0266'KNOLL, 192 FEET SOUTH-SOUTHEAST OF SIMEK 1961 TRIANGULATION
 OS0266'STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OS0266'GROUND.
 OS0266
 OS0266                          STATION RECOVERY (1988)
 OS0266
 OS0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OS0266'0.6 KM (0.35 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0266'HIGHWAY 90 ON THE NORTH, FROM ITS JUNCTION WITH STATE HIGHWAY 63
 OS0266'AND 90, 3 KM (1.85 MI) NORTH ALONG A COUNTY ROAD, ON TOP OF A
 OS0266'SMALL KNOLL 58.5 M (191.9 FT) WEST FROM THE ROAD CENTER,
 OS0266'42.7 M (140 FT) WEST FROM THE FENCE, 22.3 M (73.2 FT)
 OS0266'SOUTH-SOUTHEAST OF STATION SIMEK, IN THE TOP OF A CONCRETE POST
 OS0266'THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2269 ***********************************************************************
 PU2269  DESIGNATION -  SIMMONS
 PU2269  PID         -  PU2269
 PU2269  STATE/COUNTY-  SD/BUTTE
 PU2269  COUNTRY     -  US
 PU2269  USGS QUAD   -  VALE SE (2017)
 PU2269
 PU2269                         *CURRENT SURVEY CONTROL
 PU2269  ______________________________________________________________________
 PU2269* NAD 83(1996) POSITION- 44 36 20.84781(N) 103 18 51.02438(W)   ADJUSTED
 PU2269* NAVD 88 ORTHO HEIGHT -   879.    (meters)     2884.    (feet) SCALED
 PU2269  ______________________________________________________________________
 PU2269  GEOID HEIGHT    -        -16.538 (meters)                     GEOID18
 PU2269  LAPLACE CORR    -         -7.47  (seconds)                    DEFLEC18
 PU2269  HORZ ORDER      -  SECOND
 PU2269
 PU2269.The horizontal coordinates were established by classical geodetic methods
 PU2269.and adjusted by the National Geodetic Survey in January 1998.
 PU2269
 PU2269.The orthometric height was scaled from a topographic map.
 PU2269
 PU2269.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2269.GEOID18 height accuracy estimate available here.
 PU2269
 PU2269.Click photographs - Photos may exist for this station.
 PU2269
 PU2269.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2269
 PU2269. The following values were computed from the NAD 83(1996) position.
 PU2269
 PU2269;                    North         East     Units Scale Factor Converg.
 PU2269;SPC SD N     -    91,221.613   336,983.898   MT  0.99996915   -2 20 44.0
 PU2269;SPC SD N     -   299,282.91  1,105,588.01   sFT  0.99996915   -2 20 44.0
 PU2269;UTM  13      - 4,940,542.536   633,777.144   MT  0.99982008   +1 11 02.4
 PU2269
 PU2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2269!SPC SD N     -   0.99986471  x   0.99996915  =   0.99983387
 PU2269!UTM  13      -   0.99986471  x   0.99982008  =   0.99968482
 PU2269
 PU2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3377740542(NAD 83)
 PU2269
 PU2269                          SUPERSEDED SURVEY CONTROL
 PU2269
 PU2269  NAD 83(1993)-  44 36 20.84084(N)    103 18 51.02456(W) AD(       ) 2
 PU2269  NAD 83(1986)-  44 36 20.83717(N)    103 18 51.02025(W) AD(       ) 2
 PU2269  NAD 27      -  44 36 20.88880(N)    103 18 49.36400(W) AD(       ) 2
 PU2269
 PU2269.Superseded values are not recommended for survey control.
 PU2269
 PU2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2269.See file dsdata.pdf to determine how the superseded data were derived.
 PU2269
 PU2269_MARKER: DB = BENCH MARK DISK
 PU2269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2269_MARK LOGO: USGS
 PU2269_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2269
 PU2269  HISTORY     - Date     Condition        Report By
 PU2269  HISTORY     - UNK      MONUMENTED       USGS
 PU2269  HISTORY     - 1951     GOOD             CGS
 PU2269
 PU2269                          STATION DESCRIPTION
 PU2269
 PU2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2269'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 1 MILE SOUTH
 PU2269'OF VALE, ON PROPERTY OWNED BY MR. W.H. WILLIAMSON, ON THE
 PU2269'CREST AND NEAR THE CENTER OF A SMALL NORTHWEST-SOUTHEAST RIDGE,
 PU2269'AND 21 FEET EAST OF A WITNESS POST.
 PU2269'
 PU2269'TO REACH THE STATION FROM THE POST OFFICE IN VALE, GO EAST
 PU2269'ON A GRAVELED ROAD FOR 4.6 MILES (SCHOOL HOUSE ON THE RIGHT).
 PU2269'THEN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 1.0 MILE TO A CHURCH
 PU2269'ON THE LEFT.  CONTINUE SOUTH FOR 0.05 MILE.  THEN RIGHT, WEST, ON
 PU2269'A TRACK ROAD FOR 0.15 MILE TO A SMALL WOODEN BRIDGE OVER AN
 PU2269'IRRIGATION CANAL.  THEN RIGHT, THROUGH A WIRE GATE.  THEN LEFT,
 PU2269'WEST, ACROSS PASTURE LAND FOR 0.25 MILE TO THE CREST OF THE
 PU2269'RIDGE AND THE STATION AS DESCRIBED.
 PU2269'
 PU2269'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PU2269'DISK, UNSTAMPED, FASTENED TO THE TOP OF A 3-INCH IRON PIPE
 PU2269'THAT PROJECTS 8 INCHES.
 PU2269'
 PU2269'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PU2269'CANAL AND DISTANCE WAS FOUND TO BE 5.182 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0877 ***********************************************************************
 QS0877  DESIGNATION -  SIMON
 QS0877  PID         -  QS0877
 QS0877  STATE/COUNTY-  SD/DEWEY
 QS0877  COUNTRY     -  US
 QS0877  USGS QUAD   -  PARADE (2017)
 QS0877
 QS0877                         *CURRENT SURVEY CONTROL
 QS0877  ______________________________________________________________________
 QS0877* NAD 83(1996) POSITION- 45 01 32.17939(N) 101 00 55.59200(W)   ADJUSTED
 QS0877* NAVD 88 ORTHO HEIGHT -   714.479 (meters)     2344.09  (feet) ADJUSTED
 QS0877  ______________________________________________________________________
 QS0877  GEOID HEIGHT    -        -21.634 (meters)                     GEOID18
 QS0877  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 QS0877  DYNAMIC HEIGHT  -        714.346 (meters)     2343.65  (feet) COMP
 QS0877  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 QS0877
 QS0877  HORZ ORDER      -  THIRD
 QS0877  VERT ORDER      -  FIRST     CLASS II
 QS0877
 QS0877.The horizontal coordinates were established by classical geodetic methods
 QS0877.and adjusted by the National Geodetic Survey in January 1998.
 QS0877
 QS0877.The orthometric height was determined by differential leveling and
 QS0877.adjusted by the NATIONAL GEODETIC SURVEY
 QS0877.in July 1998.
 QS0877
 QS0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0877.GEOID18 height accuracy estimate available here.
 QS0877
 QS0877.Click photographs - Photos may exist for this station.
 QS0877
 QS0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0877
 QS0877.The dynamic height is computed by dividing the NAVD 88
 QS0877.geopotential number by the normal gravity value computed on the
 QS0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0877.degrees latitude (g = 980.6199 gals.).
 QS0877
 QS0877.The modeled gravity was interpolated from observed gravity values.
 QS0877
 QS0877. The following values were computed from the NAD 83(1996) position.
 QS0877
 QS0877;                    North         East     Units Scale Factor Converg.
 QS0877;SPC SD N     -   132,989.925   519,978.226   MT  0.99993921   -0 43 07.2
 QS0877;SPC SD N     -   436,317.78  1,705,961.90   sFT  0.99993921   -0 43 07.2
 QS0877;UTM  14      - 4,987,770.782   341,223.071   MT  0.99990999   -1 25 33.8
 QS0877
 QS0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0877!SPC SD N     -   0.99989138  x   0.99993921  =   0.99983060
 QS0877!UTM  14      -   0.99989138  x   0.99990999  =   0.99980138
 QS0877
 QS0877:                Primary Azimuth Mark                     Grid Az
 QS0877:SPC SD N     -  SIMON AZ MK                              180 18 18.2
 QS0877:UTM  14      -  SIMON AZ MK                              181 00 44.8
 QS0877
 QS0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4122387770(NAD 83)
 QS0877
 QS0877|---------------------------------------------------------------------|
 QS0877| PID    Reference Object                     Distance      Geod. Az  |
 QS0877|                                                           dddmmss.s |
 QS0877| AE3151 SIMON AZ MK                                        1793511.0 |
 QS0877| AC6351 SIMON RM 2                           13.843 METERS 17939     |
 QS0877| QS0876 SIMONS BARN AIR VENTILATOR          350.982 METERS 23330     |
 QS0877| AC6350 SIMON RM 1                           13.167 METERS 35925     |
 QS0877|---------------------------------------------------------------------|
 QS0877
 QS0877                          SUPERSEDED SURVEY CONTROL
 QS0877
 QS0877  NAD 83(1986)-  45 01 32.17193(N)    101 00 55.59184(W) AD(       ) 3
 QS0877  NAD 27      -  45 01 32.23800(N)    101 00 54.06900(W) AD(       ) 3
 QS0877
 QS0877.Superseded values are not recommended for survey control.
 QS0877
 QS0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0877.See file dsdata.pdf to determine how the superseded data were derived.
 QS0877
 QS0877_MARKER: DS = TRIANGULATION STATION DISK
 QS0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0877_STAMPING: SIMON 1952
 QS0877_MARK LOGO: CGS
 QS0877_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0877+STABILITY: SURFACE MOTION
 QS0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0877+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0877
 QS0877  HISTORY     - Date     Condition        Report By
 QS0877  HISTORY     - 1952     MONUMENTED       CGS
 QS0877  HISTORY     - 19960425 GOOD             NGS
 QS0877  HISTORY     - 20120712 GOOD             INDIV
 QS0877
 QS0877                          STATION DESCRIPTION
 QS0877
 QS0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0877'THE STATION IS IN SECTION 6, T 12 N, R 26 E, ABOUT 4-1/4 MILES
 QS0877'EAST OF PARADE, 0.2 MILE NORTH OF U.S. HIGHWAY 212, 47 FEET
 QS0877'WEST OF A TRACK ROAD, 5 FEET EAST OF A WIRE FENCE, AND 5 FEET
 QS0877'EAST-NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0877'
 QS0877'TO REACH THE STATION FROM THE GRAIN ELEVATOR AT PARADE GO
 QS0877'EAST ON U.S. HIGHWAY 212 FOR 4.1 MILES TO A LARGE WHITE
 QS0877'HOUSE AND RED BARN ON THE LEFT, CONTINUE EAST ON HIGHWAY FOR
 QS0877'0.2 MILE TO A TRACK ROAD AND WIRE FENCE ON THE LEFT, TURN
 QS0877'LEFT ON TRACK ROAD, PASS THROUGH WIRE GATE, AND GO NORTH
 QS0877'ALONG EAST SIDE OF WIRE FENCE FOR 0.2 MILE TO TOP OF RISE AND
 QS0877'THE STATION ON THE LEFT.
 QS0877'
 QS0877'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TRACK
 QS0877'ROAD FOR 0.2 MILE TO U.S. HIGHWAY 212, CROSS HIGHWAY AND
 QS0877'CONTINUE SOUTH ON BLADED ROAD FOR 0.5 TO THE AZIMUTH MARK
 QS0877'AS DESCRIBED BELOW.
 QS0877'
 QS0877'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0877'SIMON 1952.
 QS0877'
 QS0877'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE TRACK ROAD, AND 4
 QS0877'FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES, AND
 QS0877'THE DISK IS STAMPED SIMON NO 1 1952.
 QS0877'
 QS0877'REFERENCE MARK NO. 2 IS 47 FEET WEST OF THE TRACK ROAD, AND
 QS0877'5 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE
 QS0877'DISK IS STAMPED SIMON NO 2 1952.
 QS0877'
 QS0877'THE AZIMUTH MARK IS 40 FEET EAST OF A WIRE GATE, 2 FEET
 QS0877'NORTH OF A WIRE FENCE, AND 2 FEET EAST OF A WHITE 4 IN X 4 IN
 QS0877'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 QS0877'STAMPED SIMON 1952.
 QS0877'
 QS0877'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0877
 QS0877                          STATION RECOVERY (1996)
 QS0877
 QS0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0877'18.1 KM (11.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0877'OF MAIN STREET IN EAGLE BUTTE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 QS0877'A TRACK ROAD, 20.9 M (68.6 FT) NORTH OF A T-FENCE CORNER, 13.8 M (45.3
 QS0877'FT) NORTH OF REFERENCE MARK 2, 13.2 M (43.3 FT) SOUTH OF REFERENCE
 QS0877'MARK 1, 8.3 M (27.2 FT) WEST OF THE ROAD CENTER, 1.4 M (4.6 FT) EAST
 QS0877'OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 QS0877'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 QS0877'MONUMENT HAS BEEN HIT AND PART OF THE MONUMENT IS CHIPPED, BUT IT IS
 QS0877'SOLID IN PLACE.
 QS0877
 QS0877                          STATION RECOVERY (2012)
 QS0877
 QS0877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6350 ***********************************************************************
 AC6350  DESIGNATION -  SIMON RM 1
 AC6350  PID         -  AC6350
 AC6350  STATE/COUNTY-  SD/DEWEY
 AC6350  COUNTRY     -  US
 AC6350  USGS QUAD   -  PARADE (2017)
 AC6350
 AC6350                         *CURRENT SURVEY CONTROL
 AC6350  ______________________________________________________________________
 AC6350* NAD 83(1986) POSITION- 45 01 32.61   (N) 101 00 55.60   (W)   HD_HELD1
 AC6350* NAVD 88 ORTHO HEIGHT -   714.233 (meters)     2343.28  (feet) ADJUSTED
 AC6350  ______________________________________________________________________
 AC6350  GEOID HEIGHT    -        -21.634 (meters)                     GEOID18
 AC6350  DYNAMIC HEIGHT  -        714.100 (meters)     2342.84  (feet) COMP
 AC6350  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 AC6350
 AC6350  VERT ORDER      -  FIRST     CLASS II
 AC6350
 AC6350.The horizontal coordinates were determined by differentially corrected
 AC6350.hand held GPS observations or other comparable positioning techniques
 AC6350.and have an estimated accuracy of +/- 3 meters.
 AC6350
 AC6350.The orthometric height was determined by differential leveling and
 AC6350.adjusted by the NATIONAL GEODETIC SURVEY
 AC6350.in July 1998.
 AC6350
 AC6350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6350.GEOID18 height accuracy estimate available here.
 AC6350
 AC6350.Click photographs - Photos may exist for this station.
 AC6350
 AC6350.The dynamic height is computed by dividing the NAVD 88
 AC6350.geopotential number by the normal gravity value computed on the
 AC6350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6350.degrees latitude (g = 980.6199 gals.).
 AC6350
 AC6350.The modeled gravity was interpolated from observed gravity values.
 AC6350
 AC6350;                    North         East    Units  Estimated Accuracy
 AC6350;SPC SD N     -   133,003.2     519,978.2     MT  (+/- 3 meters HH1 GPS) 
 AC6350
 AC6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4122387784(NAD 83)
 AC6350
 AC6350                          SUPERSEDED SURVEY CONTROL
 AC6350
 AC6350.No superseded survey control is available for this station.
 AC6350
 AC6350_MARKER: DR = REFERENCE MARK DISK
 AC6350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6350_STAMPING: SIMON NO 1 1952
 AC6350_MARK LOGO: CGS
 AC6350_PROJECTION: FLUSH
 AC6350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6350+STABILITY: SURFACE MOTION
 AC6350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6350+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AC6350
 AC6350  HISTORY     - Date     Condition        Report By
 AC6350  HISTORY     - 1952     MONUMENTED       CGS
 AC6350  HISTORY     - 19960425 GOOD             NGS
 AC6350  HISTORY     - 20120710 GOOD             INDIV
 AC6350
 AC6350                          STATION DESCRIPTION
 AC6350
 AC6350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6350'18.1 KM (11.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AC6350'OF MAIN STREET IN EAGLE BUTTE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 AC6350'A TRACK ROAD, 13.2 M (43.3 FT) NORTH OF TRIANGULATION STATION SIMON,
 AC6350'8.3 M (27.2 FT) WEST OF THE ROAD CENTER, 1.2 M (3.9 FT) EAST OF A
 AC6350'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 AC6350'FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK MAS BEEN MARRED AND THE
 AC6350'STAMPING IS BEARLY LEDGIBLE.
 AC6350
 AC6350                          STATION RECOVERY (2012)
 AC6350
 AC6350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC6350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6351 ***********************************************************************
 AC6351  DESIGNATION -  SIMON RM 2
 AC6351  PID         -  AC6351
 AC6351  STATE/COUNTY-  SD/DEWEY
 AC6351  COUNTRY     -  US
 AC6351  USGS QUAD   -  PARADE (2017)
 AC6351
 AC6351                         *CURRENT SURVEY CONTROL
 AC6351  ______________________________________________________________________
 AC6351* NAD 83(1986) POSITION- 45 01 31.73   (N) 101 00 55.59   (W)   HD_HELD1
 AC6351* NAVD 88 ORTHO HEIGHT -   714.397 (meters)     2343.82  (feet) ADJUSTED
 AC6351  ______________________________________________________________________
 AC6351  GEOID HEIGHT    -        -21.634 (meters)                     GEOID18
 AC6351  DYNAMIC HEIGHT  -        714.264 (meters)     2343.38  (feet) COMP
 AC6351  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 AC6351
 AC6351  VERT ORDER      -  FIRST     CLASS II
 AC6351
 AC6351.The horizontal coordinates were determined by differentially corrected
 AC6351.hand held GPS observations or other comparable positioning techniques
 AC6351.and have an estimated accuracy of +/- 3 meters.
 AC6351
 AC6351.The orthometric height was determined by differential leveling and
 AC6351.adjusted by the NATIONAL GEODETIC SURVEY
 AC6351.in July 1998.
 AC6351
 AC6351.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6351.GEOID18 height accuracy estimate available here.
 AC6351
 AC6351.Click photographs - Photos may exist for this station.
 AC6351
 AC6351.The dynamic height is computed by dividing the NAVD 88
 AC6351.geopotential number by the normal gravity value computed on the
 AC6351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6351.degrees latitude (g = 980.6199 gals.).
 AC6351
 AC6351.The modeled gravity was interpolated from observed gravity values.
 AC6351
 AC6351;                    North         East    Units  Estimated Accuracy
 AC6351;SPC SD N     -   132,976.1     519,978.1     MT  (+/- 3 meters HH1 GPS) 
 AC6351
 AC6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4122287756(NAD 83)
 AC6351
 AC6351                          SUPERSEDED SURVEY CONTROL
 AC6351
 AC6351.No superseded survey control is available for this station.
 AC6351
 AC6351_MARKER: DR = REFERENCE MARK DISK
 AC6351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6351_STAMPING: SIMON NO 2 1952
 AC6351_MARK LOGO: CGS
 AC6351_PROJECTION: FLUSH
 AC6351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6351+STABILITY: SURFACE MOTION
 AC6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6351+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 AC6351
 AC6351  HISTORY     - Date     Condition        Report By
 AC6351  HISTORY     - 1952     MONUMENTED       CGS
 AC6351  HISTORY     - 19960425 GOOD             NGS
 AC6351  HISTORY     - 20120710 GOOD             INDIV
 AC6351
 AC6351                          STATION DESCRIPTION
 AC6351
 AC6351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6351'18.1 KM (11.25 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AC6351'OF MAIN STREET IN EAGLE BUTTE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 AC6351'A TRACK ROAD, 13.8 M (45.3 FT) SOUTH OF TRIANGULATION STATION SIMON,
 AC6351'8.5 M (27.9 FT) WEST OF THE ROAD CENTER, 7.1 M (23.3 FT) NORTH OF A
 AC6351'T-FENCE CORNER, 1.5 M (4.9 FT) EAST OF A FENCE, 0.3 M (1.0 FT) BELOW
 AC6351'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC6351'SURFACE.
 AC6351
 AC6351                          STATION RECOVERY (2012)
 AC6351
 AC6351'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AC6351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0876 ***********************************************************************
 QS0876  DESIGNATION -  SIMONS BARN AIR VENTILATOR
 QS0876  PID         -  QS0876
 QS0876  STATE/COUNTY-  SD/DEWEY
 QS0876  COUNTRY     -  US
 QS0876  USGS QUAD   -  PARADE (2017)
 QS0876
 QS0876                         *CURRENT SURVEY CONTROL
 QS0876  ______________________________________________________________________
 QS0876* NAD 83(1996) POSITION- 45 01 25.41546(N) 101 01 08.47845(W)   ADJUSTED
 QS0876  ______________________________________________________________________
 QS0876  GEOID HEIGHT    -        -21.631 (meters)                     GEOID18
 QS0876  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 QS0876  HORZ ORDER      -  THIRD
 QS0876
 QS0876.The horizontal coordinates were established by classical geodetic methods
 QS0876.and adjusted by the National Geodetic Survey in January 1998.
 QS0876
 QS0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0876.GEOID18 height accuracy estimate available here.
 QS0876
 QS0876.Click photographs - Photos may exist for this station.
 QS0876
 QS0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0876
 QS0876. The following values were computed from the NAD 83(1996) position.
 QS0876
 QS0876;                    North         East     Units Scale Factor Converg.
 QS0876;SPC SD N     -   132,784.696   519,693.526   MT  0.99993923   -0 43 16.3
 QS0876;SPC SD N     -   435,644.46  1,705,027.84   sFT  0.99993923   -0 43 16.3
 QS0876;UTM  14      - 4,987,569.089   340,935.866   MT  0.99991112   -1 25 42.8
 QS0876
 QS0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ4093587569(NAD 83)
 QS0876
 QS0876                          SUPERSEDED SURVEY CONTROL
 QS0876
 QS0876  NAD 83(1986)-  45 01 25.40804(N)    101 01 08.47767(W) AD(       ) 3
 QS0876  NAD 27      -  45 01 25.47000(N)    101 01 06.96000(W) AD(       ) 3
 QS0876
 QS0876.Superseded values are not recommended for survey control.
 QS0876
 QS0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0876.See file dsdata.pdf to determine how the superseded data were derived.
 QS0876
 QS0876_MARKER: 94 = ROOFTOP VENTILATOR
 QS0876
 QS0876  HISTORY     - Date     Condition        Report By
 QS0876  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0876
 QS0876                          STATION DESCRIPTION
 QS0876
 QS0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0876'THE BARN IS IN SECTION 1, T 12 N, R 23 E, ABOUT 4.3 MILES EAST
 QS0876'OF PARADE, AND ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 212.
 QS0876'
 QS0876'THE BARN IS ON THE PROPERTY OF ROBERT SIMON.  IT IS A 40 FOOT
 QS0876'HIGH WOODEN BUILDING PAINTED RED WITH TWO METAL AIR VENTILATORS
 QS0876'ON TOP.  THERE IS A SMALL METAL WEATHER VANE ON TOP OF EACH
 QS0876'VENTILATOR.  THE POINT OBSERVED WAS THE CENTER OF THE SOUTH
 QS0876'VENTILATOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0873 ***********************************************************************
 PR0873  DESIGNATION -  SINAI RESET
 PR0873  PID         -  PR0873
 PR0873  STATE/COUNTY-  SD/BROOKINGS
 PR0873  COUNTRY     -  US
 PR0873  USGS QUAD   -  SINAI (2017)
 PR0873
 PR0873                         *CURRENT SURVEY CONTROL
 PR0873  ______________________________________________________________________
 PR0873* NAD 83(1996) POSITION- 44 13 35.01162(N) 097 02 20.29476(W)   ADJUSTED
 PR0873* NAVD 88 ORTHO HEIGHT -   550.    (meters)     1804.    (feet) SCALED
 PR0873  ______________________________________________________________________
 PR0873  GEOID HEIGHT    -        -25.431 (meters)                     GEOID18
 PR0873  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 PR0873  HORZ ORDER      -  THIRD
 PR0873
 PR0873.The horizontal coordinates were established by classical geodetic methods
 PR0873.and adjusted by the National Geodetic Survey in January 1998.
 PR0873
 PR0873.The orthometric height was scaled from a topographic map.
 PR0873
 PR0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0873.GEOID18 height accuracy estimate available here.
 PR0873
 PR0873.Click photographs - Photos may exist for this station.
 PR0873
 PR0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0873
 PR0873. The following values were computed from the NAD 83(1996) position.
 PR0873
 PR0873;                    North         East     Units Scale Factor Converg.
 PR0873;SPC SD N     -    48,004.556   836,545.123   MT  1.00004188   +2 05 44.3
 PR0873;SPC SD N     -   157,494.95  2,744,565.12   sFT  1.00004188   +2 05 44.3
 PR0873;SPC SD S     -   215,528.392   863,142.783   MT  0.99996317   +2 16 21.4
 PR0873;SPC SD S     -   707,112.73  2,831,827.61   sFT  0.99996317   +2 16 21.4
 PR0873;UTM  14      - 4,898,888.130   656,625.580   MT  0.99990171   +1 22 05.1
 PR0873
 PR0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0873!SPC SD N     -   0.99991771  x   1.00004188  =   0.99995959
 PR0873!SPC SD S     -   0.99991771  x   0.99996317  =   0.99988088
 PR0873!UTM  14      -   0.99991771  x   0.99990171  =   0.99981943
 PR0873
 PR0873:                Primary Azimuth Mark                     Grid Az
 PR0873:SPC SD N     -  SINAI AZ MK                              357 35 36.5
 PR0873:SPC SD S     -  SINAI AZ MK                              357 24 59.4
 PR0873:UTM  14      -  SINAI AZ MK                              358 19 15.7
 PR0873
 PR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5662598888(NAD 83)
 PR0873
 PR0873|---------------------------------------------------------------------|
 PR0873| PID    Reference Object                     Distance      Geod. Az  |
 PR0873|                                                           dddmmss.s |
 PR0873| CO6127 SINAI RM 3                           15.240 METERS 05752     |
 PR0873| CO6125 SINAI RM 1                           24.012 METERS 18707     |
 PR0873| CO6128 SINAI RM 4                           10.230 METERS 19659     |
 PR0873| CO6126 SINAI RM 2                           24.384 METERS 30506     |
 PR0873| CO6124 SINAI AZ MK                                        3594120.8 |
 PR0873|---------------------------------------------------------------------|
 PR0873
 PR0873                          SUPERSEDED SURVEY CONTROL
 PR0873
 PR0873  NAD 83(1986)-  44 13 35.01089(N)    097 02 20.27006(W) AD(       ) 3
 PR0873  NAD 27      -  44 13 35.11700(N)    097 02 19.05200(W) AD(       ) 3
 PR0873
 PR0873.Superseded values are not recommended for survey control.
 PR0873
 PR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0873.See file dsdata.pdf to determine how the superseded data were derived.
 PR0873
 PR0873_MARKER: DH = HORIZONTAL CONTROL DISK
 PR0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0873_STAMPING: SINAI 1949 1974
 PR0873_MARK LOGO: NGS
 PR0873_PROJECTION: FLUSH
 PR0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0873+STABILITY: SURFACE MOTION
 PR0873
 PR0873  HISTORY     - Date     Condition        Report By
 PR0873  HISTORY     - 1949     MONUMENTED       CGS
 PR0873  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0873  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PR0873
 PR0873                          STATION DESCRIPTION
 PR0873
 PR0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0873'STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF SINAI IN THE
 PR0873'NORTHWEST CORNER OF A GROVE OF TREES.  STATION IS 35 FEET EAST
 PR0873'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 14 FEET SOUTHEAST
 PR0873'OF FENCECORNER POST WITH TRIANGLE BLAZE.  THE MARK IS FLUSH WITH
 PR0873'THE GROUND AND THE DISK IS STAMPED SINAI 1949.
 PR0873'
 PR0873'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 PR0873'OF DIRT ROAD, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT
 PR0873'6 INCHES AND THE DISK IS STAMPED SINAI NO 1 1949.
 PR0873'
 PR0873'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE APPROXIMATE CENTERLINE
 PR0873'OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 PR0873'4 INCHES AND THE DISK IS STAMPED SINAI NO 2 1949.
 PR0873'
 PR0873'AZIMUTH MARK IS 18 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 PR0873'DIRT ROAD, 16 FEET EAST OF NORTHEAST RAILROAD TRACK, 8 FEET
 PR0873'SOUTH OF RAILROAD CROSSING SIGN AND 4 FEET SOUTH OF WITNESS
 PR0873'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PR0873'SINAI 1949.
 PR0873'
 PR0873'TO REACH FROM THE FLAGPOLE AT THE MAIN INTERSECTION IN SINAI GO
 PR0873'EAST FOR 0.1 MILE TO T INTERSECTION.  TURN RIGHT AND GO SOUTH
 PR0873'ON GRAVEL ROAD FOR 0.4 MILE TO CROSSROADS WHERE MAIN ROAD
 PR0873'TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.15
 PR0873'MILE TO AZIMUTH ON RIGHT JUST BEFORE CROSSING RAILROAD TRACK.
 PR0873'CONTINUE SOUTH FOR 0.75 MILE TO STATION ON LEFT OR EAST SIDE OF
 PR0873'ROAD AS DESCRIBED.
 PR0873'
 PR0873'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PR0873
 PR0873                          STATION RECOVERY (1968)
 PR0873
 PR0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0873'STATION SEARCHED FOR BUT NOT RECOVERED.
 PR0873'
 PR0873'THE LOCATION FOR THE STATION AND REFERENCE MARK 1 NOW FALLS IN
 PR0873'A ROAD DITCH AS THE ROAD HAS BEEN WIDENED.  REFERENCE MARK
 PR0873'2 WAS FOUND PROJECTING 18 IN ABOVE GROUND.  CONCRETE CHIPS WERE
 PR0873'FOUND AFTER DIGGING AT SITE OF STATION AND REFERENCE MARK
 PR0873'1.
 PR0873'
 PR0873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 PR0873'IS LOCATED 1.25 MI. SOUTH OF SINAI
 PR0873
 PR0873                          STATION RECOVERY (1974)
 PR0873
 PR0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PR0873'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND,
 PR0873'APPARENTLY GRADED OUT DURING ROAD IMPROVEMENTS.  REFERENCE MARK
 PR0873'NO. 2 WAS FOUND IN POOR CONDITION AT THE EDGE OF A FIELD ENTRANCE
 PR0873'AND PROJECTING ABOUT 18-INCHES ABOVE GROUND, THE DISK WAS REMOVED
 PR0873'AT THIS TIME.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 PR0873'4-INCHES BELOW GROUND SURFACE, COVERED OVER WITH FILL DIRT.  THE
 PR0873'UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION 18-INCHES
 PR0873'BELOW GROUND SURFACE WITH THE PROTECTIVE BOARDS STILL INTACT
 PR0873'OVER IT, THE POSITION OF THE MARK WAS HELD AND THE MARK WAS
 PR0873'REMOVED.  A NEW STATION MARK WAS SET LOWER AT 3-1/2 FEET BELOW
 PR0873'THE SURFACE AND A NEW SURFACE STATION MARK WAS PLUMBED OVER IT
 PR0873'AND SET FLUSH WITH THE GROUND.  REFERENCE MARKS NO. 3 AND NO. 4
 PR0873'WERE SET.
 PR0873'
 PR0873'A NEW DESCRIPTION FOLLOWS--
 PR0873'
 PR0873'THE STATION IS LOCATED ON HIGH GROUND ABOUT 1-1/4 MILES SOUTH OF
 PR0873'SINAI ALONG THE EAST SIDE OF A TOWN ROAD, AT THE NORTHWEST CORNER
 PR0873'OF A SHELTER BELT ON PROPERTY OF MR. NORMAN NELSON.
 PR0873'
 PR0873'TO REACH THE STATION FROM THE FLAGPOLE AT THE MAIN INTERSECTION IN
 PR0873'SINAI GO EAST 0.1 MILE TO A T ROAD JUNCTION, TURN RIGHT AND GO
 PR0873'SOUTH 0.4 MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A GRAVELED
 PR0873'ROAD GOES SOUTH, GO SOUTH ON THE GRAVELED ROAD 0.2 MILE TO THE
 PR0873'AZIMUTH MARK ON THE RIGHT JUST BEFORE CROSSING THE RAILROAD
 PR0873'TRACKS, CONTINUE SOUTH FOR 0.75 MILE TO THE CREST OF THE HILL WITH
 PR0873'FIELD ENTRANCES TO THE EAST AND WEST AND THE STATION ON THE
 PR0873'LEFT AS DESCRIBED.
 PR0873'
 PR0873'THE STATION MARK IS A STANDARD DISK STAMPED SINAI 1949 1974, SET
 PR0873'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 PR0873'IS 36 FEET EAST OF THE CENTER OF THE ROAD, 26 FEET SOUTH OF THE
 PR0873'CENTER OF THE TRACK FIELD ROAD, 13.5 FEET SOUTHEAST OF A FENCE
 PR0873'CORNER, AND 10.5 FEET EAST OF A FENCE AND METAL WITNESS POST.
 PR0873'
 PR0873'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SINAI 1949 NO 3
 PR0873'1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PR0873'5-INCHES.  IT IS 52 FEET EAST OF THE CENTEROF THE ROAD, 27 FEET
 PR0873'EAST OF THE FENCE CORNER, 29 FEET EAST-NORTHEAST OF A METAL
 PR0873'WITNESS POST, 16 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND 1
 PR0873'FOOT NORTH OF A FENCE.
 PR0873'
 PR0873'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SINAI 1949 NO 4
 PR0873'1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PR0873'3-INCHES.  IT IS 41 FEET SOUTH OF THE FENCE CORNER, 32 FEET SOUTH
 PR0873'OF THE METAL WITNESS POST, 26 FEET EAST OF THE CENTER OF THE ROAD,
 PR0873'AND 1-FOOT EAST OF THE FENCE.
 PR0873'
 PR0873'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SINAI 1949, SET IN THE
 PR0873'TOP OF A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE.  IT
 PR0873'IS 105 FEET NORTH OF THE CENTER OF THE RAILROAD CROSSING, 18 FEET
 PR0873'EAST OF THE NORTHEAST RAIL, 16 FEET WEST OF THE CENTER OF THE
 PR0873'ROAD, AND 8.5 FEET SOUTH OF A RAILROAD SIGN POST.
 PR0873'
 PR0873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0873'1-1/4 MILES SOUTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0934 ***********************************************************************
 PR0934  DESIGNATION -  SINGSASSZ LUTH CH SPIRE
 PR0934  PID         -  PR0934
 PR0934  STATE/COUNTY-  SD/BROOKINGS
 PR0934  COUNTRY     -  US
 PR0934  USGS QUAD   -  HENDRICKS (2019)
 PR0934
 PR0934                         *CURRENT SURVEY CONTROL
 PR0934  ______________________________________________________________________
 PR0934* NAD 83(1996) POSITION- 44 31 33.69271(N) 096 27 53.63127(W)   ADJUSTED
 PR0934  ______________________________________________________________________
 PR0934  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 PR0934  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 PR0934  HORZ ORDER      -  THIRD
 PR0934
 PR0934.The horizontal coordinates were established by classical geodetic methods
 PR0934.and adjusted by the National Geodetic Survey in January 1998.
 PR0934
 PR0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0934.GEOID18 height accuracy estimate available here.
 PR0934
 PR0934.Click photographs - Photos may exist for this station.
 PR0934
 PR0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0934
 PR0934. The following values were computed from the NAD 83(1996) position.
 PR0934
 PR0934;                    North         East     Units Scale Factor Converg.
 PR0934;SPC SD N     -    83,108.181   880,925.370   MT  0.99998085   +2 30 06.9
 PR0934;SPC SD N     -   272,664.09  2,890,169.32   sFT  0.99998085   +2 30 06.9
 PR0934;UTM  14      - 4,933,426.205   701,446.448   MT  1.00009907   +1 46 41.9
 PR0934
 PR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0144633426(NAD 83)
 PR0934
 PR0934                          SUPERSEDED SURVEY CONTROL
 PR0934
 PR0934  NAD 83(1986)-  44 31 33.69032(N)    096 27 53.61233(W) AD(       ) 3
 PR0934  NAD 27      -  44 31 33.82600(N)    096 27 52.44100(W) AD(       ) 3
 PR0934
 PR0934.Superseded values are not recommended for survey control.
 PR0934
 PR0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0934.See file dsdata.pdf to determine how the superseded data were derived.
 PR0934
 PR0934_MARKER: 90 = CHURCH SPIRE
 PR0934
 PR0934  HISTORY     - Date     Condition        Report By
 PR0934  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0934
 PR0934                          STATION DESCRIPTION
 PR0934
 PR0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0934'OBJECT OBSERVED UPON IS TIP OF SPIRE ON SINGSASSZ LUTHERAN
 PR0934'CHURCH, LOCATED ABOUT 3 MILES, A LITTLE N OF W OF HENDRICK,
 PR0934'MINN.  IT IS A WOOD BUILDING AND MOST PROMINENT SPIRE IN
 PR0934'VICINITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0798 ***********************************************************************
 OQ0798  DESIGNATION -  SIOUX FALLS ALL SAINTS SCH CUP
 OQ0798  PID         -  OQ0798
 OQ0798  STATE/COUNTY-  SD/MINNEHAHA
 OQ0798  COUNTRY     -  US
 OQ0798  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0798
 OQ0798                         *CURRENT SURVEY CONTROL
 OQ0798  ______________________________________________________________________
 OQ0798* NAD 83(1996) POSITION- 43 32 13.48401(N) 096 43 41.06024(W)   ADJUSTED
 OQ0798  ______________________________________________________________________
 OQ0798  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0798  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 OQ0798  HORZ ORDER      -  THIRD
 OQ0798
 OQ0798.The horizontal coordinates were established by classical geodetic methods
 OQ0798.and adjusted by the National Geodetic Survey in January 1998.
 OQ0798
 OQ0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0798.GEOID18 height accuracy estimate available here.
 OQ0798
 OQ0798.Click photographs - Photos may exist for this station.
 OQ0798
 OQ0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0798
 OQ0798. The following values were computed from the NAD 83(1996) position.
 OQ0798
 OQ0798;                    North         East     Units Scale Factor Converg.
 OQ0798;SPC SD S     -   140,048.317   891,284.701   MT  0.99990787   +2 29 13.5
 OQ0798;SPC SD S     -   459,475.19  2,924,156.56   sFT  0.99990787   +2 29 13.5
 OQ0798;UTM  14      - 4,822,966.865   683,562.565   MT  1.00001448   +1 33 55.4
 OQ0798
 OQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8356222966(NAD 83)
 OQ0798
 OQ0798                          SUPERSEDED SURVEY CONTROL
 OQ0798
 OQ0798  NAD 83(1995)-  43 32 13.48545(N)    096 43 41.05774(W) AD(       ) 3
 OQ0798  NAD 83(1986)-  43 32 13.48713(N)    096 43 41.03697(W) AD(       ) 3
 OQ0798  NAD 27      -  43 32 13.57800(N)    096 43 39.85500(W) AD(       ) 3
 OQ0798
 OQ0798.Superseded values are not recommended for survey control.
 OQ0798
 OQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0798.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0798
 OQ0798_MARKER: 86 = CUPOLA
 OQ0798
 OQ0798  HISTORY     - Date     Condition        Report By
 OQ0798  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0798
 OQ0798                          STATION DESCRIPTION
 OQ0798
 OQ0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0798'POINT OBSERVED UPON WAS TIP OF THE CUPOLA ATOP THE ALL SAINTS SCHOOL
 OQ0798'LOCATED IN THE SOUTH CENTRAL PORTION OF SIOUX FALLS, ABOUT 400 FEET
 OQ0798'WEST OF PHILLIPS AVENUE AND 200 FEET SOUTH OF SEVENTEENTH STREET.
 OQ0798'THE CUPOLA IS VERTICALLY ABOVE THE MAIN ENTRANCE TO THE BUILDING
 OQ0798'FROM THE NORTH, WITH A SMALL STACK PROJECTING FROM THE WEST SIDE.
 OQ0798'
 OQ0798'OBSERVED UPON FROM STATIONS STAD, PARK, HOSPITAL, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0778 ***********************************************************************
 OQ0778  DESIGNATION -  SIOUX FALLS AUGUSTANA COLL STK
 OQ0778  PID         -  OQ0778
 OQ0778  STATE/COUNTY-  SD/MINNEHAHA
 OQ0778  COUNTRY     -  US
 OQ0778  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0778
 OQ0778                         *CURRENT SURVEY CONTROL
 OQ0778  ______________________________________________________________________
 OQ0778* NAD 83(1996) POSITION- 43 31 32.57955(N) 096 44 17.54037(W)   ADJUSTED
 OQ0778  ______________________________________________________________________
 OQ0778  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 OQ0778  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 OQ0778  HORZ ORDER      -  THIRD
 OQ0778
 OQ0778.The horizontal coordinates were established by classical geodetic methods
 OQ0778.and adjusted by the National Geodetic Survey in January 1998.
 OQ0778
 OQ0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0778.GEOID18 height accuracy estimate available here.
 OQ0778
 OQ0778.Click photographs - Photos may exist for this station.
 OQ0778
 OQ0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0778
 OQ0778. The following values were computed from the NAD 83(1996) position.
 OQ0778
 OQ0778;                    North         East     Units Scale Factor Converg.
 OQ0778;SPC SD S     -   138,751.734   890,521.116   MT  0.99990817   +2 28 48.4
 OQ0778;SPC SD S     -   455,221.31  2,921,651.36   sFT  0.99990817   +2 28 48.4
 OQ0778;UTM  14      - 4,821,682.601   682,778.136   MT  1.00001095   +1 33 29.1
 OQ0778
 OQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8277821682(NAD 83)
 OQ0778
 OQ0778                          SUPERSEDED SURVEY CONTROL
 OQ0778
 OQ0778  NAD 83(1995)-  43 31 32.58104(N)    096 44 17.53827(W) AD(       ) 3
 OQ0778  NAD 83(1986)-  43 31 32.58250(N)    096 44 17.51733(W) AD(       ) 3
 OQ0778  NAD 27      -  43 31 32.67100(N)    096 44 16.33200(W) AD(       ) 3
 OQ0778
 OQ0778.Superseded values are not recommended for survey control.
 OQ0778
 OQ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0778.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0778
 OQ0778_MARKER: 63 = STACK
 OQ0778
 OQ0778  HISTORY     - Date     Condition        Report By
 OQ0778  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0778  HISTORY     - 1975     GOOD             NGS
 OQ0778
 OQ0778                          STATION DESCRIPTION
 OQ0778
 OQ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0778'POINT OBSERVED UPON WAS THE CENTER OF THE 100-FOOT (APPROXIMATE)
 OQ0778'ROUND, RED BRICK STACK AT THE SOUTHEAST CORNER OF THE HEATING
 OQ0778'PLANT AT AUGUSTANA COLLEGE, LOCATED IN THE SOUTHWEST PORTION OF
 OQ0778'SIOUX FALLS.
 OQ0778'
 OQ0778'OBSERVED UPON FROM STATIONS STAD, PARK, HOSPITAL, SHERMAN, AND PORT.
 OQ0778
 OQ0778                          STATION RECOVERY (1975)
 OQ0778
 OQ0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 OQ0778'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 OQ0778'GOOD CONDITION.
 OQ0778'
 OQ0778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0778'IN SIOUX FALLS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0780 ***********************************************************************
 OQ0780  DESIGNATION -  SIOUX FALLS AUGUSTANA COLL CUP
 OQ0780  PID         -  OQ0780
 OQ0780  STATE/COUNTY-  SD/MINNEHAHA
 OQ0780  COUNTRY     -  US
 OQ0780  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0780
 OQ0780                         *CURRENT SURVEY CONTROL
 OQ0780  ______________________________________________________________________
 OQ0780* NAD 83(1996) POSITION- 43 31 36.66697(N) 096 44 12.87516(W)   ADJUSTED
 OQ0780  ______________________________________________________________________
 OQ0780  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 OQ0780  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 OQ0780  HORZ ORDER      -  THIRD
 OQ0780
 OQ0780.The horizontal coordinates were established by classical geodetic methods
 OQ0780.and adjusted by the National Geodetic Survey in January 1998.
 OQ0780
 OQ0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0780.GEOID18 height accuracy estimate available here.
 OQ0780
 OQ0780.Click photographs - Photos may exist for this station.
 OQ0780
 OQ0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0780
 OQ0780. The following values were computed from the NAD 83(1996) position.
 OQ0780
 OQ0780;                    North         East     Units Scale Factor Converg.
 OQ0780;SPC SD S     -   138,882.284   890,620.311   MT  0.99990814   +2 28 51.6
 OQ0780;SPC SD S     -   455,649.63  2,921,976.80   sFT  0.99990814   +2 28 51.6
 OQ0780;UTM  14      - 4,821,811.551   682,879.430   MT  1.00001140   +1 33 32.4
 OQ0780
 OQ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8287921811(NAD 83)
 OQ0780
 OQ0780                          SUPERSEDED SURVEY CONTROL
 OQ0780
 OQ0780  NAD 83(1995)-  43 31 36.66844(N)    096 44 12.87306(W) AD(       ) 3
 OQ0780  NAD 83(1986)-  43 31 36.66995(N)    096 44 12.85203(W) AD(       ) 3
 OQ0780  NAD 27      -  43 31 36.76100(N)    096 44 11.66900(W) AD(       ) 3
 OQ0780
 OQ0780.Superseded values are not recommended for survey control.
 OQ0780
 OQ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0780.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0780
 OQ0780_MARKER: 86 = CUPOLA
 OQ0780
 OQ0780  HISTORY     - Date     Condition        Report By
 OQ0780  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0780
 OQ0780                          STATION DESCRIPTION
 OQ0780
 OQ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0780'POINT OBSERVED UPON WAS THE TIP OF THE 65-FOOT (APPROXIMATE) CUPOLA
 OQ0780'ATOP THE BUILDING ADJOINING THE NORTH SIDE OF THE LADIES HALL AT
 OQ0780'AUGUSTANA COLLEGE, LOCATED IN THE SOUTH PORTION OF SIOUX FALLS,
 OQ0780'AND ERECTED IN 1889.
 OQ0780'
 OQ0780'OBSERVED UPON FROM STATIONS STAD, PARK, HOSPITAL, SHERMAN AND PORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0581 ***********************************************************************
 OQ0581  DESIGNATION -  SIOUX FALLS B
 OQ0581  PID         -  OQ0581
 OQ0581  STATE/COUNTY-  SD/MINNEHAHA
 OQ0581  COUNTRY     -  US
 OQ0581  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0581
 OQ0581                         *CURRENT SURVEY CONTROL
 OQ0581  ______________________________________________________________________
 OQ0581* NAD 83(1986) POSITION- 43 32 38.6    (N) 096 43 24.9    (W)   HD_HELD2
 OQ0581* NAVD 88 ORTHO HEIGHT -   429.656 (meters)     1409.63  (feet) ADJUSTED
 OQ0581  ______________________________________________________________________
 OQ0581  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 OQ0581  DYNAMIC HEIGHT  -        429.543 (meters)     1409.26  (feet) COMP
 OQ0581  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 OQ0581  OBS GRAVITY     -    980,345.2   (mgal)                       GRAV_OBS
 OQ0581
 OQ0581  VERT ORDER      -  FIRST     CLASS II
 OQ0581
 OQ0581.The horizontal coordinates were established by autonomous hand held GPS
 OQ0581.observations and have an estimated accuracy of +/- 10 meters.
 OQ0581
 OQ0581.The orthometric height was determined by differential leveling and
 OQ0581.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0581.in June 1991.
 OQ0581
 OQ0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0581.GEOID18 height accuracy estimate available here.
 OQ0581
 OQ0581.Click photographs - Photos may exist for this station.
 OQ0581
 OQ0581.The dynamic height is computed by dividing the NAVD 88
 OQ0581.geopotential number by the normal gravity value computed on the
 OQ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0581.degrees latitude (g = 980.6199 gals.).
 OQ0581
 OQ0581.The modeled gravity was interpolated from observed gravity values.
 OQ0581
 OQ0581.The observed gravity was obtained from relative gravimeter ties
 OQ0581.to the IGSN71 gravity network.
 OQ0581
 OQ0581;                    North         East    Units  Estimated Accuracy
 OQ0581;SPC SD S     -   140,838.      891,613.      MT  (+/- 10 meters HH2 GPS)
 OQ0581
 OQ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8390423751(NAD 83)
 OQ0581
 OQ0581                          SUPERSEDED SURVEY CONTROL
 OQ0581
 OQ0581.No superseded survey control is available for this station.
 OQ0581
 OQ0581_MARKER: DG = GRAVITY STATION DISK
 OQ0581_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OQ0581+WITH SETTING: PAVEMENT
 OQ0581_SP_SET: TERRAZZO FLOOR
 OQ0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0581+STABILITY: SURFACE MOTION
 OQ0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0581+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 OQ0581
 OQ0581  HISTORY     - Date     Condition        Report By
 OQ0581  HISTORY     - 1966     MONUMENTED       USAF
 OQ0581  HISTORY     - 1983     GOOD             NGS
 OQ0581  HISTORY     - 19900516 GOOD             NGS
 OQ0581  HISTORY     - 19991014 GOOD             NGS
 OQ0581  HISTORY     - 20050722 GOOD             NGS
 OQ0581  HISTORY     - 20110228 GOOD             INDIV
 OQ0581
 OQ0581                          STATION DESCRIPTION
 OQ0581
 OQ0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OQ0581'IN SIOUX FALLS.
 OQ0581'IN SIOUX FALLS, AT THE FEDERAL BUILDING AT SOUTH SECOND STREET AND
 OQ0581'EAST TWELFTH STREET, IN THE SOUTHWEST CORNER OF THE MAILBOX ROOM,
 OQ0581'2.8 METERS (9.2 FT) WEST OF THE CENTER OF DOUBLE SWINGING GLASS DOORS,
 OQ0581'0.7 METER (2.3 FT) NORTH OF A GLASS WALL, 0.3 METER (1 FT) EAST OF THE
 OQ0581'WEST WALL.
 OQ0581
 OQ0581                          STATION RECOVERY (1990)
 OQ0581
 OQ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0581'RECOVERED IN GOOD CONDITION.
 OQ0581
 OQ0581                          STATION RECOVERY (1999)
 OQ0581
 OQ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 OQ0581'OTHER ALIASES INCLUDE IGB 15436B AND NN 452. STATION IS AT THE NEW
 OQ0581'(1966) FEDERAL BUILDING (POST OFFICE ZIP CODE 57101) IN DOWNTOWN SIOUX
 OQ0581'FALLS, SOUTH DAKOTA.  STATION IS 0.60 MI (0.97 KM) SE OF MINNEHAHA
 OQ0581'COUNTY COURTHOUSE.  TO ACCESS FROM EXIT 79 OF INTERSTATE 29 (SOUTH OF
 OQ0581'I-90) , GO EAST ON 12TH STREET (BL 29 AND SD 42) .  THIS BECOMES SD 38
 OQ0581'AND 11TH STREET.  FROM I-29, GO EAST FOR 2.85 MI (4.59 KM) TO
 OQ0581'INTERSECTION WITH SOUTH 2ND AVENUE AND STATION IN NEW FEDERAL BUILDING
 OQ0581'ON SE CORNER.  STATION IS 60 M (196.8 FT) NORTH OF CENTER OF EAST 12TH
 OQ0581'STREET, 17 M (55.8 FT) EAST OF CENTER OF SOUTH 2ND AVENUE, INSIDE THE
 OQ0581'WEST (2ND AVENUE) SIDE ENTRANCE, AT THE POST OFFICE BOXES ROOM (ROOM
 OQ0581'IMMEDIATELY NORTH OF ENTRANCE VESTIBULE) , AT THE SOUTHWEST CORNER OF
 OQ0581'THE ROOM (FORMED BY THE VESTIBULE AND OUTSIDE WALL) , 2.8 M (9.2 FT)
 OQ0581'WEST OF DOUBLE, GLASS DOORS, 0.7 M (2.3 FT) NORTH OF GLASS WALL AND
 OQ0581'0.3 M (1.0 FT) EAST OF WEST WALL. DISK IS EPOXYED TO TERRAZZO FLOOR.
 OQ0581
 OQ0581                          STATION RECOVERY (2005)
 OQ0581
 OQ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OQ0581'RECOVERED IN GOOD CONDITION.
 OQ0581
 OQ0581                          STATION RECOVERY (2011)
 OQ0581
 OQ0581'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0779 ***********************************************************************
 OQ0779  DESIGNATION -  SIOUX FALLS BANCROFT SCH STACK
 OQ0779  PID         -  OQ0779
 OQ0779  STATE/COUNTY-  SD/MINNEHAHA
 OQ0779  COUNTRY     -  US
 OQ0779  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0779
 OQ0779                         *CURRENT SURVEY CONTROL
 OQ0779  ______________________________________________________________________
 OQ0779* NAD 83(1996) POSITION- 43 32 56.47353(N) 096 42 20.11257(W)   ADJUSTED
 OQ0779  ______________________________________________________________________
 OQ0779  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 OQ0779  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 OQ0779  HORZ ORDER      -  THIRD
 OQ0779
 OQ0779.The horizontal coordinates were established by classical geodetic methods
 OQ0779.and adjusted by the National Geodetic Survey in January 1998.
 OQ0779
 OQ0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0779.GEOID18 height accuracy estimate available here.
 OQ0779
 OQ0779.Click photographs - Photos may exist for this station.
 OQ0779
 OQ0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0779
 OQ0779. The following values were computed from the NAD 83(1996) position.
 OQ0779
 OQ0779;                    North         East     Units Scale Factor Converg.
 OQ0779;SPC SD S     -   141,452.779   893,042.321   MT  0.99990760   +2 30 09.4
 OQ0779;SPC SD S     -   464,082.99  2,929,923.01   sFT  0.99990760   +2 30 09.4
 OQ0779;UTM  14      - 4,824,343.030   685,342.743   MT  1.00002256   +1 34 52.5
 OQ0779
 OQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8534224343(NAD 83)
 OQ0779
 OQ0779                          SUPERSEDED SURVEY CONTROL
 OQ0779
 OQ0779  NAD 83(1995)-  43 32 56.47469(N)    096 42 20.11044(W) AD(       ) 3
 OQ0779  NAD 83(1986)-  43 32 56.47701(N)    096 42 20.08776(W) AD(       ) 3
 OQ0779  NAD 27      -  43 32 56.56800(N)    096 42 18.90800(W) AD(       ) 3
 OQ0779
 OQ0779.Superseded values are not recommended for survey control.
 OQ0779
 OQ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0779.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0779
 OQ0779_MARKER: 63 = STACK
 OQ0779
 OQ0779  HISTORY     - Date     Condition        Report By
 OQ0779  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0779
 OQ0779                          STATION DESCRIPTION
 OQ0779
 OQ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0779'POINT OBSERVED UPON WAS THE CENTER OF THE 50-FOOT (APPROXIMATE)
 OQ0779'SQUARE BRICK STACK AT THE BANCROFT SCHOOL, LOCATED IN THE EAST
 OQ0779'CENTRAL PORTION OF SIOUX FALLS, 200 FEET EAST OF BLAUVELT AVENUE
 OQ0779'AND 150 FEET NORTH OF EIGHTH STREET.
 OQ0779'
 OQ0779'OBSERVED UPON FROM STATIONS HOSPITAL, STAD, AND PARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0783 ***********************************************************************
 OQ0783  DESIGNATION -  SIOUX FALLS BREWING CO STACK
 OQ0783  PID         -  OQ0783
 OQ0783  STATE/COUNTY-  SD/MINNEHAHA
 OQ0783  COUNTRY     -  US
 OQ0783  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0783
 OQ0783                         *CURRENT SURVEY CONTROL
 OQ0783  ______________________________________________________________________
 OQ0783* NAD 83(1996) POSITION- 43 33 24.41022(N) 096 43 43.12125(W)   ADJUSTED
 OQ0783  ______________________________________________________________________
 OQ0783  GEOID HEIGHT    -        -26.347 (meters)                     GEOID18
 OQ0783  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 OQ0783  HORZ ORDER      -  THIRD
 OQ0783
 OQ0783.The horizontal coordinates were established by classical geodetic methods
 OQ0783.and adjusted by the National Geodetic Survey in January 1998.
 OQ0783
 OQ0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0783.GEOID18 height accuracy estimate available here.
 OQ0783
 OQ0783.Click photographs - Photos may exist for this station.
 OQ0783
 OQ0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0783
 OQ0783. The following values were computed from the NAD 83(1996) position.
 OQ0783
 OQ0783;                    North         East     Units Scale Factor Converg.
 OQ0783;SPC SD S     -   142,232.975   891,143.512   MT  0.99990745   +2 29 12.1
 OQ0783;SPC SD S     -   466,642.69  2,923,693.34   sFT  0.99990745   +2 29 12.1
 OQ0783;UTM  14      - 4,825,153.744   683,456.514   MT  1.00001400   +1 33 56.0
 OQ0783
 OQ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8345625153(NAD 83)
 OQ0783
 OQ0783                          SUPERSEDED SURVEY CONTROL
 OQ0783
 OQ0783  NAD 83(1995)-  43 33 24.41148(N)    096 43 43.11906(W) AD(       ) 3
 OQ0783  NAD 83(1986)-  43 33 24.41423(N)    096 43 43.09672(W) AD(       ) 3
 OQ0783  NAD 27      -  43 33 24.50600(N)    096 43 41.91500(W) AD(       ) 3
 OQ0783
 OQ0783.Superseded values are not recommended for survey control.
 OQ0783
 OQ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0783.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0783
 OQ0783_MARKER: 63 = STACK
 OQ0783
 OQ0783  HISTORY     - Date     Condition        Report By
 OQ0783  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0783
 OQ0783                          STATION DESCRIPTION
 OQ0783
 OQ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0783'POINT OBSERVED UPON IS CENTER OF CONCRETE STACK ON SOUTHWEST
 OQ0783'CORNER OF SIOUX FALLS BREWING CO. STONE BUILDING LOCATED ON NORTH
 OQ0783'MAIN AVENUE.  ABOUT 80 FEET HIGH.
 OQ0783'
 OQ0783'OBSERVED UPON FROM STATIONS PARK, STAD, AND HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1003 ***********************************************************************
 OQ1003  DESIGNATION -  SIOUX FALLS CA
 OQ1003  PID         -  OQ1003
 OQ1003  STATE/COUNTY-  SD/MINNEHAHA
 OQ1003  COUNTRY     -  US
 OQ1003  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ1003
 OQ1003                         *CURRENT SURVEY CONTROL
 OQ1003  ______________________________________________________________________
 OQ1003* NAD 83(1986) POSITION- 43 33 05.5    (N) 096 43 43.9    (W)   HD_HELD2
 OQ1003* NAVD 88 ORTHO HEIGHT -   426.662 (meters)     1399.81  (feet) ADJUSTED
 OQ1003  ______________________________________________________________________
 OQ1003  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 OQ1003  DYNAMIC HEIGHT  -        426.550 (meters)     1399.44  (feet) COMP
 OQ1003  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 OQ1003  OBS GRAVITY     -    980,347.0   (mgal)                       GRAV_OBS
 OQ1003
 OQ1003  VERT ORDER      -  FIRST     CLASS II
 OQ1003
 OQ1003.The horizontal coordinates were established by autonomous hand held GPS
 OQ1003.observations and have an estimated accuracy of +/- 10 meters.
 OQ1003
 OQ1003.The orthometric height was determined by differential leveling and
 OQ1003.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1003.in June 1991.
 OQ1003
 OQ1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1003.GEOID18 height accuracy estimate available here.
 OQ1003
 OQ1003.Click photographs - Photos may exist for this station.
 OQ1003
 OQ1003.The dynamic height is computed by dividing the NAVD 88
 OQ1003.geopotential number by the normal gravity value computed on the
 OQ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1003.degrees latitude (g = 980.6199 gals.).
 OQ1003
 OQ1003.The modeled gravity was interpolated from observed gravity values.
 OQ1003
 OQ1003.The observed gravity was obtained from relative gravimeter ties
 OQ1003.to the IGSN71 gravity network.
 OQ1003
 OQ1003;                    North         East    Units  Estimated Accuracy
 OQ1003;SPC SD S     -   141,649.      891,151.      MT  (+/- 10 meters HH2 GPS)
 OQ1003
 OQ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8345424569(NAD 83)
 OQ1003
 OQ1003                          SUPERSEDED SURVEY CONTROL
 OQ1003
 OQ1003.No superseded survey control is available for this station.
 OQ1003
 OQ1003_MARKER: DG = GRAVITY STATION DISK
 OQ1003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1003_SP_SET: PLANTER RETAINING WALL
 OQ1003_STAMPING: SIOUX FALLS CA 1989
 OQ1003_MARK LOGO: NGS
 OQ1003_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1003+STABILITY: SURFACE MOTION
 OQ1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1003+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ1003
 OQ1003  HISTORY     - Date     Condition        Report By
 OQ1003  HISTORY     - 1989     MONUMENTED       NGS
 OQ1003  HISTORY     - 19900516 GOOD             NGS
 OQ1003  HISTORY     - 19991014 GOOD             NGS
 OQ1003  HISTORY     - 20090315 GOOD             GEOCAC
 OQ1003  HISTORY     - 20120725 GOOD             GEOCAC
 OQ1003
 OQ1003                          STATION DESCRIPTION
 OQ1003
 OQ1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1003'IN SIOUX FALLS, AT THE INTERSECTION OF NORTH MAIN AVENUE AND WEST 6TH
 OQ1003'STREET, AT THE INTERIOR ANGLE OF THE NORTH AND WEST WALLS OF THE OLD
 OQ1003'COURTHOUSE MUSEUM, AT THE SOUTHEAST EDGE OF A AMPHITHEATER, IN THE
 OQ1003'SOUTH EDGE OF A 6-FOOT CIRCULAR CONCRETE PLANTER, 42.0 M (137.8 FT)
 OQ1003'WEST OF THE CENTER OF THE AVENUE, 32.7 M (107.3 FT) NORTH OF THE
 OQ1003'CENTER OF THE STREET, 11.9 M (39.0 FT) EAST-SOUTHEAST OF THE EAST
 OQ1003'CORNER OF THE BASE OF A CHILD STATUE, 3.3 M (10.8 FT) WEST OF THE
 OQ1003'WEST FACE OF THE BUILDING, 2.7 M (8.9 FT) NORTH OF THE NORTH FACE OF
 OQ1003'THE BUILDING, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF A SIDEWALK.
 OQ1003
 OQ1003                          STATION RECOVERY (1999)
 OQ1003
 OQ1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 OQ1003'STATION IS AT THE OLD COURTHOUSE MUSEUM IN DOWNTOWN SIOUX FALLS, SOUTH
 OQ1003'DAKOTA.  STATION IS 0.07 MI (0.11 KM) (1 BLOCK) EAST OF NEW MINNEHAHA
 OQ1003'COUNTY COURTHOUSE.  TO ACCESS FROM EXIT 79 OF INTERSTATE 29 (SOUTH OF
 OQ1003'I-90) , GO EAST ON 12TH STREET (BL 29 AND SD 42) .  THIS BECOMES SD 38
 OQ1003'AND 11TH STREET.  FROM I-29, GO EAST FOR 2.55 MI (4.10 KM) AND TURN
 OQ1003'NORTH, LEFT, ONTO NORTH DODGE AVENUE.  GO 0.50 MI (0.80 KM) AND TURN
 OQ1003'EAST (RIGHT) INTO PARKING LOT ON NORTH SIDE OF OLD JAIL (ACROSS FROM
 OQ1003'NEW COURTHOUSE) .  GO 0.03 MI (0.05 KM) TO AMPHITHEATER AT NORTHWEST
 OQ1003'CORNER OF OLD COURTHOUSE MUSEUM (HAS CLOCKTOWER) AND STATION.  STATION
 OQ1003'IS AT SE PART OF ROUND AMPHITHEATER, 3.9 M (12.8 FT) WNW OF DOOR AT
 OQ1003'INTERIOR ANGLE OF NORTH AND WEST WALLS OF MUSEUM, 42.9 M (140.7 FT)
 OQ1003'WEST OF NORTH MAIN AVENUE, 32.3 M (106.0 FT) NORTH OF CENTER OF WEST
 OQ1003'6TH STREET, ABOUT 20 M (65.6 FT) WEST OF CENTER OF WEST FACING CLOCK
 OQ1003'ON TOWER, 2.6 M (8.5 FT) NORTH OF NORTH WALL OF WEST WING OF MUSEUM,
 OQ1003'3.8 M (12.5 FT) SE OF 1988 CHILDREN STATUE, 0.6 M (2.0 FT) ABOVE
 OQ1003'GROUND LEVEL, AND IN TOP OF SOUTH END OF 1.83 M (6.00 FT) DIAMETER,
 OQ1003'TREE PLANTER/RETAINING WALL. MUSEUM WAS BUILT IN 1897 OF THE
 OQ1003'RED-COLORED SIOUX QUARTZITE.  DISK IS CEMENTED IN DRILL HOLE WALL WITH
 OQ1003'LIQUID STEEL SOLDER FILL.
 OQ1003
 OQ1003                          STATION RECOVERY (2009)
 OQ1003
 OQ1003'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ1003'MARK FOUND IN GOOD CONDITION.
 OQ1003
 OQ1003                          STATION RECOVERY (2012)
 OQ1003
 OQ1003'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ1003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0812 ***********************************************************************
 OQ0812  DESIGNATION -  SIOUX FALLS CLIFF AVE MUN TANK
 OQ0812  PID         -  OQ0812
 OQ0812  STATE/COUNTY-  SD/MINNEHAHA
 OQ0812  COUNTRY     -  US
 OQ0812  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0812
 OQ0812                         *CURRENT SURVEY CONTROL
 OQ0812  ______________________________________________________________________
 OQ0812* NAD 83(1996) POSITION- 43 31 41.13182(N) 096 42 39.19020(W)   ADJUSTED
 OQ0812  ______________________________________________________________________
 OQ0812  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 OQ0812  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 OQ0812  HORZ ORDER      -  THIRD
 OQ0812
 OQ0812.The horizontal coordinates were established by classical geodetic methods
 OQ0812.and adjusted by the National Geodetic Survey in January 1998.
 OQ0812
 OQ0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0812.GEOID18 height accuracy estimate available here.
 OQ0812
 OQ0812.Click photographs - Photos may exist for this station.
 OQ0812
 OQ0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0812
 OQ0812. The following values were computed from the NAD 83(1996) position.
 OQ0812
 OQ0812;                    North         East     Units Scale Factor Converg.
 OQ0812;SPC SD S     -   139,111.323   892,715.894   MT  0.99990811   +2 29 56.2
 OQ0812;SPC SD S     -   456,401.07  2,928,852.06   sFT  0.99990811   +2 29 56.2
 OQ0812;UTM  14      - 4,822,006.862   684,978.653   MT  1.00002090   +1 34 37.1
 OQ0812
 OQ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8497822006(NAD 83)
 OQ0812
 OQ0812                          SUPERSEDED SURVEY CONTROL
 OQ0812
 OQ0812  NAD 83(1995)-  43 31 41.13238(N)    096 42 39.18706(W) AD(       ) 3
 OQ0812  NAD 83(1986)-  43 31 41.13545(N)    096 42 39.16907(W) AD(       ) 3
 OQ0812  NAD 27      -  43 31 41.22600(N)    096 42 37.99800(W) AD(       ) 3
 OQ0812
 OQ0812.Superseded values are not recommended for survey control.
 OQ0812
 OQ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0812.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0812
 OQ0812_MARKER: 53 = ELEVATED TANK
 OQ0812
 OQ0812  HISTORY     - Date     Condition        Report By
 OQ0812  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0812
 OQ0812                          STATION DESCRIPTION
 OQ0812
 OQ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0812'STATION IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF SIOUX
 OQ0812'FALLS ABOUT 100 YARDS SOUTH OF THE INTERSECTION OF CLIFF AVENUE
 OQ0812'AND 26TH STREET.
 OQ0812'
 OQ0812'THE TANK IS OF STEEL CONSTRUCTION, TEN-LEGGED, 125 FEET HIGH AND
 OQ0812'PAINTED SILVER.  THE TANK IS ABOUT 75 FEET IN DIAMETER.
 OQ0812'
 OQ0812'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0805 ***********************************************************************
 OQ0805  DESIGNATION -  SIOUX FALLS COLLEGE STACK
 OQ0805  PID         -  OQ0805
 OQ0805  STATE/COUNTY-  SD/MINNEHAHA
 OQ0805  COUNTRY     -  US
 OQ0805  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0805
 OQ0805                         *CURRENT SURVEY CONTROL
 OQ0805  ______________________________________________________________________
 OQ0805* NAD 83(1996) POSITION- 43 31 53.90257(N) 096 44 22.32512(W)   ADJUSTED
 OQ0805  ______________________________________________________________________
 OQ0805  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OQ0805  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 OQ0805  HORZ ORDER      -  THIRD
 OQ0805
 OQ0805.The horizontal coordinates were established by classical geodetic methods
 OQ0805.and adjusted by the National Geodetic Survey in January 1998.
 OQ0805
 OQ0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0805.GEOID18 height accuracy estimate available here.
 OQ0805
 OQ0805.Click photographs - Photos may exist for this station.
 OQ0805
 OQ0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0805
 OQ0805. The following values were computed from the NAD 83(1996) position.
 OQ0805
 OQ0805;                    North         East     Units Scale Factor Converg.
 OQ0805;SPC SD S     -   139,404.480   890,385.316   MT  0.99990801   +2 28 45.1
 OQ0805;SPC SD S     -   457,362.86  2,921,205.82   sFT  0.99990801   +2 28 45.1
 OQ0805;UTM  14      - 4,822,337.514   682,652.844   MT  1.00001038   +1 33 26.4
 OQ0805
 OQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8265222337(NAD 83)
 OQ0805
 OQ0805                          SUPERSEDED SURVEY CONTROL
 OQ0805
 OQ0805  NAD 83(1995)-  43 31 53.90408(N)    096 44 22.32300(W) AD(       ) 3
 OQ0805  NAD 83(1986)-  43 31 53.90565(N)    096 44 22.30190(W) AD(       ) 3
 OQ0805  NAD 27      -  43 31 53.99700(N)    096 44 21.11600(W) AD(       ) 3
 OQ0805
 OQ0805.Superseded values are not recommended for survey control.
 OQ0805
 OQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0805.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0805
 OQ0805_MARKER: 63 = STACK
 OQ0805
 OQ0805  HISTORY     - Date     Condition        Report By
 OQ0805  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0805
 OQ0805                          STATION DESCRIPTION
 OQ0805
 OQ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0805'POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF A LARGE SQUARE,
 OQ0805'RED SANDSTONE STACK AT THE HEATING PLANT OF SIOUX FALLS COLLEGE.
 OQ0805'STACK IS ABOUT 65 FEET HIGH AND LOCATED IN THE SOUTH CENTRAL
 OQ0805'PORTION OF SIOUX FALLS.
 OQ0805'
 OQ0805'OBSERVED UPON FROM STATIONS STAD, HOSPITAL, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0837 ***********************************************************************
 OQ0837  DESIGNATION -  SIOUX FALLS COLUMBUS COLL STK
 OQ0837  PID         -  OQ0837
 OQ0837  STATE/COUNTY-  SD/MINNEHAHA
 OQ0837  COUNTRY     -  US
 OQ0837  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0837
 OQ0837                         *CURRENT SURVEY CONTROL
 OQ0837  ______________________________________________________________________
 OQ0837* NAD 83(1996) POSITION- 43 31 52.81103(N) 096 45 27.97514(W)   ADJUSTED
 OQ0837  ______________________________________________________________________
 OQ0837  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 OQ0837  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 OQ0837  HORZ ORDER      -  THIRD
 OQ0837
 OQ0837.The horizontal coordinates were established by classical geodetic methods
 OQ0837.and adjusted by the National Geodetic Survey in January 1998.
 OQ0837
 OQ0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0837.GEOID18 height accuracy estimate available here.
 OQ0837
 OQ0837.Click photographs - Photos may exist for this station.
 OQ0837
 OQ0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0837
 OQ0837. The following values were computed from the NAD 83(1996) position.
 OQ0837
 OQ0837;                    North         East     Units Scale Factor Converg.
 OQ0837;SPC SD S     -   139,307.230   888,914.168   MT  0.99990802   +2 27 59.8
 OQ0837;SPC SD S     -   457,043.80  2,916,379.23   sFT  0.99990802   +2 27 59.8
 OQ0837;UTM  14      - 4,822,263.939   681,180.175   MT  1.00000379   +1 32 41.1
 OQ0837
 OQ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8118022263(NAD 83)
 OQ0837
 OQ0837                          SUPERSEDED SURVEY CONTROL
 OQ0837
 OQ0837  NAD 83(1995)-  43 31 52.81257(N)    096 45 27.97274(W) AD(       ) 3
 OQ0837  NAD 83(1986)-  43 31 52.81460(N)    096 45 27.95282(W) AD(       ) 3
 OQ0837  NAD 27      -  43 31 52.90400(N)    096 45 26.76300(W) AD(       ) 3
 OQ0837
 OQ0837.Superseded values are not recommended for survey control.
 OQ0837
 OQ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0837.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0837
 OQ0837_MARKER: 63 = STACK
 OQ0837
 OQ0837  HISTORY     - Date     Condition        Report By
 OQ0837  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0837  HISTORY     - 1949     GOOD             CGS
 OQ0837
 OQ0837                          STATION DESCRIPTION
 OQ0837
 OQ0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0837'POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE 200-FOOT
 OQ0837'(APPROXIMATE) RED BRICK STACK LOCATED AT THE HEATING PLANT OF
 OQ0837'COLUMBUS COLLEGE IN THE SOUTHWEST PORTION OF SIOUX FALLS.
 OQ0837'
 OQ0837'OBSERVED UPON FROM STATIONS PORT, STAD, WELL 4, AND SHERMAN.
 OQ0837
 OQ0837                          STATION RECOVERY (1949)
 OQ0837
 OQ0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0837'STATION IS LOCATED IN THE SW PART OF THE CITY OF SIOUX FALLS, ON
 OQ0837'THE GROUNDS OF THE VETERANS ADMINISTRATION HOSPITAL.  THESE GROUNDS
 OQ0837'WERE FORMERLY THE PROPERTY OF COLUMBUS COLLEGE.  THE VETERANS
 OQ0837'ADMINISTRATION HAS PURCHASED THE GROUNDS AND BUILT A HOSPITAL.
 OQ0837'THE STACK WHICH WAS INTERSECTED IN 1935 REMAINS INTACT AND WAS
 OQ0837'NOT INTERSECTED BY THIS PARTY AT THIS TIME.  THE STACK IS ABOUT
 OQ0837'100 FEET HIGH, CONSTRUCTED OF RED BRICK AND IN GOOD CONDITION.
 OQ0837'
 OQ0837'IT IS SUGGESTED THAT THE NAME OF THE STATION READ SIOUX FALLS,
 OQ0837'COLUMBUS COLLEGE, STACK 1935 (VETERANS ADM. HOSPITAL).
 OQ0837'
 OQ0837'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DE6268 ***********************************************************************
 DE6268  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6268  DESIGNATION -  SIOUX FALLS COOP CORS ARP
 DE6268  CORS_ID     -  SFSD
 DE6268  PID         -  DE6268
 DE6268  STATE/COUNTY-  SD/MINNEHAHA
 DE6268  COUNTRY     -  US
 DE6268  USGS QUAD   -  SIOUX FALLS EAST (2017)
 DE6268
 DE6268                         *CURRENT SURVEY CONTROL
 DE6268  ______________________________________________________________________
 DE6268* NAD 83(2011) POSITION- 43 34 19.39024(N) 096 43 42.61560(W)   ADJUSTED
 DE6268* NAD 83(2011) ELLIP HT-   428.304 (meters)        (04/??/25)   ADJUSTED
 DE6268* NAD 83(2011) EPOCH   -  2010.00
 DE6268  ______________________________________________________________________
 DE6268  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 DE6268  NAD 83(2011) X  -   -542,319.454 (meters)                     COMP
 DE6268  NAD 83(2011) Y  - -4,596,808.339 (meters)                     COMP
 DE6268  NAD 83(2011) Z  -  4,374,060.354 (meters)                     COMP
 DE6268
 DE6268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6268  Standards:
 DE6268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6268  -------------------------------------------------------------------
 DE6268  NETWORK    0.20   0.27           0.09   0.06   0.14     -0.47242200
 DE6268  -------------------------------------------------------------------
 DE6268
 DE6268.The coordinates were established by GPS observations
 DE6268.and adjusted by the National Geodetic Survey in April 2025.
 DE6268
 DE6268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6268.been affixed to the stable North American Tectonic Plate. 
 DE6268
 DE6268.The coordinates are valid at the epoch date displayed above
 DE6268.which is a decimal equivalence of Year/Month/Day.
 DE6268
 DE6268.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE6268.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE6268.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE6268.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE6268.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE6268.published epoch of 2010.00.
 DE6268
 DE6268.Additional information on MYCS is available at:
 DE6268.https://geodesy.noaa.gov/CORS/index.shtml
 DE6268
 DE6268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6268.GEOID18 height accuracy estimate available here.
 DE6268
 DE6268.The PID for the CORS L1 Phase Center is DS2732.
 DE6268
 DE6268.Click photographs - Photos may exist for this station.
 DE6268
 DE6268.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6268
 DE6268.The ellipsoidal height was determined by GPS observations
 DE6268.and is referenced to NAD 83.
 DE6268
 DE6268. The following values were computed from the NAD 83(2011) position.
 DE6268
 DE6268;                    North         East     Units Scale Factor Converg.
 DE6268;SPC SD S     -   143,928.514   891,081.233   MT  0.99990720   +2 29 12.5
 DE6268;SPC SD S     -   472,205.47  2,923,489.01   sFT  0.99990720   +2 29 12.5
 DE6268;UTM  14      - 4,826,850.246   683,421.491   MT  1.00001384   +1 33 58.0
 DE6268
 DE6268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6268!SPC SD S     -   0.99993284  x   0.99990720  =   0.99984005
 DE6268!UTM  14      -   0.99993284  x   1.00001384  =   0.99994668
 DE6268
 DE6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8342126850(NAD 83)
 DE6268
 DE6268                          SUPERSEDED SURVEY CONTROL
 DE6268
 DE6268  NAD 83(2011)-  43 34 19.39025(N)    096 43 42.61566(W) AD(2010.00) c
 DE6268  ELLIP H (03/??/24)  428.442  (m)                       GP(2010.00) c c
 DE6268  NAD 83(2011)-  43 34 19.39025(N)    096 43 42.61568(W) AD(2010.00) c
 DE6268  ELLIP H (07/??/23)  428.343  (m)                       GP(2010.00) c c
 DE6268  NAD 83(2011)-  43 34 19.39032(N)    096 43 42.61567(W) AD(2010.00) c
 DE6268  ELLIP H (06/??/19)  428.303  (m)                       GP(2010.00) c c
 DE6268  NAD 83(2011)-  43 34 19.39026(N)    096 43 42.61558(W) AD(2010.00) c
 DE6268  ELLIP H (08/??/11)  428.280  (m)                       GP(2010.00) c c
 DE6268  NAD 83(CORS)-  43 34 19.39038(N)    096 43 42.61672(W) AD(2002.00) c
 DE6268  ELLIP H (08/??/02)  428.337  (m)                       GP(2002.00) c c
 DE6268
 DE6268.Superseded values are not recommended for survey control.
 DE6268
 DE6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6268.See file dsdata.pdf to determine how the superseded data were derived.
 DE6268
 DE6268_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6268
 DE6268                          STATION DESCRIPTION
 DE6268
 DE6268'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE6268'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE6268'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE6268'AND LOG FILES ACCESSIBLE AT:
 DE6268'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0804 ***********************************************************************
 OQ0804  DESIGNATION -  SIOUX FALLS COURTHOUSE
 OQ0804  PID         -  OQ0804
 OQ0804  STATE/COUNTY-  SD/MINNEHAHA
 OQ0804  COUNTRY     -  US
 OQ0804  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0804
 OQ0804                         *CURRENT SURVEY CONTROL
 OQ0804  ______________________________________________________________________
 OQ0804* NAD 83(1996) POSITION- 43 33 05.48001(N) 096 43 42.83492(W)   ADJUSTED
 OQ0804  ______________________________________________________________________
 OQ0804  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 OQ0804  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 OQ0804  HORZ ORDER      -  THIRD
 OQ0804
 OQ0804.The horizontal coordinates were established by classical geodetic methods
 OQ0804.and adjusted by the National Geodetic Survey in January 1998.
 OQ0804
 OQ0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0804.GEOID18 height accuracy estimate available here.
 OQ0804
 OQ0804.Click photographs - Photos may exist for this station.
 OQ0804
 OQ0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0804
 OQ0804. The following values were computed from the NAD 83(1996) position.
 OQ0804
 OQ0804;                    North         East     Units Scale Factor Converg.
 OQ0804;SPC SD S     -   141,649.632   891,175.278   MT  0.99990755   +2 29 12.3
 OQ0804;SPC SD S     -   464,728.83  2,923,797.56   sFT  0.99990755   +2 29 12.3
 OQ0804;UTM  14      - 4,824,569.904   683,478.900   MT  1.00001410   +1 33 55.7
 OQ0804
 OQ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8347824569(NAD 83)
 OQ0804
 OQ0804                          SUPERSEDED SURVEY CONTROL
 OQ0804
 OQ0804  NAD 83(1995)-  43 33 05.48148(N)    096 43 42.83263(W) AD(       ) 3
 OQ0804  NAD 83(1986)-  43 33 05.48368(N)    096 43 42.81069(W) AD(       ) 3
 OQ0804  NAD 27      -  43 33 05.57600(N)    096 43 41.62900(W) AD(       ) 3
 OQ0804
 OQ0804.Superseded values are not recommended for survey control.
 OQ0804
 OQ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0804.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0804
 OQ0804_MARKER: 82 = FINIAL
 OQ0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0804+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0804
 OQ0804  HISTORY     - Date     Condition        Report By
 OQ0804  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0804  HISTORY     - 20050722 GOOD             NGS
 OQ0804  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0804
 OQ0804                          STATION DESCRIPTION
 OQ0804
 OQ0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0804'POINT OBSERVED UPON IS FINIAL OF CLOCK TOWER (ABOUT 75 FEET HIGH)
 OQ0804'OF MINNEHAHA COUNTY COURTHOUSE, STONE BUILDING, LOCATED ON NORTH
 OQ0804'MAIN AVENUE BETWEEN WEST FIFTH AND WEST SIXTH STREETS.
 OQ0804'
 OQ0804'OBSERVED UPON FROM STATIONS WELL 4, PARK, STAD, SHERMAN, AND
 OQ0804'HOSPITAL.
 OQ0804
 OQ0804                          STATION RECOVERY (2005)
 OQ0804
 OQ0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OQ0804'BLDG. IS NOW THE OLD COURTHOUSE MUSEUM.
 OQ0804
 OQ0804                          STATION RECOVERY (2012)
 OQ0804
 OQ0804'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0792 ***********************************************************************
 OQ0792  DESIGNATION -  SIOUX FALLS EMERSON SCHOOL STK
 OQ0792  PID         -  OQ0792
 OQ0792  STATE/COUNTY-  SD/MINNEHAHA
 OQ0792  COUNTRY     -  US
 OQ0792  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0792
 OQ0792                         *CURRENT SURVEY CONTROL
 OQ0792  ______________________________________________________________________
 OQ0792* NAD 83(1996) POSITION- 43 32 33.06783(N) 096 44 44.54863(W)   ADJUSTED
 OQ0792  ______________________________________________________________________
 OQ0792  GEOID HEIGHT    -        -26.347 (meters)                     GEOID18
 OQ0792  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 OQ0792  HORZ ORDER      -  THIRD
 OQ0792
 OQ0792.The horizontal coordinates were established by classical geodetic methods
 OQ0792.and adjusted by the National Geodetic Survey in January 1998.
 OQ0792
 OQ0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0792.GEOID18 height accuracy estimate available here.
 OQ0792
 OQ0792.Click photographs - Photos may exist for this station.
 OQ0792
 OQ0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0792
 OQ0792. The following values were computed from the NAD 83(1996) position.
 OQ0792
 OQ0792;                    North         East     Units Scale Factor Converg.
 OQ0792;SPC SD S     -   140,590.395   889,834.631   MT  0.99990774   +2 28 29.7
 OQ0792;SPC SD S     -   461,253.65  2,919,399.12   sFT  0.99990774   +2 28 29.7
 OQ0792;UTM  14      - 4,823,532.255   682,121.252   MT  1.00000800   +1 33 12.2
 OQ0792
 OQ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8212123532(NAD 83)
 OQ0792
 OQ0792                          SUPERSEDED SURVEY CONTROL
 OQ0792
 OQ0792  NAD 83(1995)-  43 32 33.06924(N)    096 44 44.54642(W) AD(       ) 3
 OQ0792  NAD 83(1986)-  43 32 33.07142(N)    096 44 44.52529(W) AD(       ) 3
 OQ0792  NAD 27      -  43 32 33.16400(N)    096 44 43.34100(W) AD(       ) 3
 OQ0792
 OQ0792.Superseded values are not recommended for survey control.
 OQ0792
 OQ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0792.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0792
 OQ0792_MARKER: 63 = STACK
 OQ0792
 OQ0792  HISTORY     - Date     Condition        Report By
 OQ0792  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0792
 OQ0792                          STATION DESCRIPTION
 OQ0792
 OQ0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0792'POINT OBSERVED UPON IS CENTER OF SQUARE, RED BRICK STACK ON
 OQ0792'SOUTHWEST CORNER OF BUILDING.  LOCATED AT CORNER OF SOUTH LAKE
 OQ0792'AVENUE AND WEST THIRTEENTH STREET.
 OQ0792'
 OQ0792'OBSERVED UPON FROM STATIONS WELL 4, SHERMAN, AND HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0791 ***********************************************************************
 OQ0791  DESIGNATION -  SIOUX FALLS FIRE STATION
 OQ0791  PID         -  OQ0791
 OQ0791  STATE/COUNTY-  SD/MINNEHAHA
 OQ0791  COUNTRY     -  US
 OQ0791  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0791
 OQ0791                         *CURRENT SURVEY CONTROL
 OQ0791  ______________________________________________________________________
 OQ0791* NAD 83(1996) POSITION- 43 32 49.72310(N) 096 43 51.19904(W)   ADJUSTED
 OQ0791  ______________________________________________________________________
 OQ0791  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 OQ0791  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 OQ0791  HORZ ORDER      -  THIRD
 OQ0791
 OQ0791.The horizontal coordinates were established by classical geodetic methods
 OQ0791.and adjusted by the National Geodetic Survey in January 1998.
 OQ0791
 OQ0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0791.GEOID18 height accuracy estimate available here.
 OQ0791
 OQ0791.Click photographs - Photos may exist for this station.
 OQ0791
 OQ0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0791
 OQ0791. The following values were computed from the NAD 83(1996) position.
 OQ0791
 OQ0791;                    North         East     Units Scale Factor Converg.
 OQ0791;SPC SD S     -   141,155.701   891,008.809   MT  0.99990764   +2 29 06.6
 OQ0791;SPC SD S     -   463,108.33  2,923,251.40   sFT  0.99990764   +2 29 06.6
 OQ0791;UTM  14      - 4,824,078.661   683,304.492   MT  1.00001332   +1 33 49.5
 OQ0791
 OQ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8330424078(NAD 83)
 OQ0791
 OQ0791                          SUPERSEDED SURVEY CONTROL
 OQ0791
 OQ0791  NAD 83(1995)-  43 32 49.72450(N)    096 43 51.19675(W) AD(       ) 3
 OQ0791  NAD 83(1986)-  43 32 49.72666(N)    096 43 51.17519(W) AD(       ) 3
 OQ0791  NAD 27      -  43 32 49.81800(N)    096 43 49.99300(W) AD(       ) 3
 OQ0791
 OQ0791.Superseded values are not recommended for survey control.
 OQ0791
 OQ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0791.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0791
 OQ0791_MARKER: 82 = FINIAL
 OQ0791
 OQ0791  HISTORY     - Date     Condition        Report By
 OQ0791  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0791
 OQ0791                          STATION DESCRIPTION
 OQ0791
 OQ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0791'POINT OBERVED UPON IS FINIAL OF BELL TOWER, RED TILE ROOF, ABOUT
 OQ0791'50 FEET HIGH, ON NORTH SIDE OF CENTRAL FIRE STATION, STONE
 OQ0791'BUILDING, BUILT IN 1912, LOCATED AT SOUTHEAST CORNER OF WEST
 OQ0791'NINTH STREET AND MINNESOTA AVENUE.
 OQ0791'
 OQ0791'OBSERVED UPON FROM STATIONS PARK, HOSPITAL, AND STAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0809 ***********************************************************************
 OQ0809  DESIGNATION -  SIOUX FALLS FIRST BAP CH CROSS
 OQ0809  PID         -  OQ0809
 OQ0809  STATE/COUNTY-  SD/MINNEHAHA
 OQ0809  COUNTRY     -  US
 OQ0809  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0809
 OQ0809                         *CURRENT SURVEY CONTROL
 OQ0809  ______________________________________________________________________
 OQ0809* NAD 83(1996) POSITION- 43 32 54.12869(N) 096 43 59.55100(W)   ADJUSTED
 OQ0809  ______________________________________________________________________
 OQ0809  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 OQ0809  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 OQ0809  HORZ ORDER      -  THIRD
 OQ0809
 OQ0809.The horizontal coordinates were established by classical geodetic methods
 OQ0809.and adjusted by the National Geodetic Survey in January 1998.
 OQ0809
 OQ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0809.GEOID18 height accuracy estimate available here.
 OQ0809
 OQ0809.Click photographs - Photos may exist for this station.
 OQ0809
 OQ0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0809
 OQ0809. The following values were computed from the NAD 83(1996) position.
 OQ0809
 OQ0809;                    North         East     Units Scale Factor Converg.
 OQ0809;SPC SD S     -   141,283.400   890,815.625   MT  0.99990761   +2 29 00.8
 OQ0809;SPC SD S     -   463,527.29  2,922,617.60   sFT  0.99990761   +2 29 00.8
 OQ0809;UTM  14      - 4,824,209.464   683,113.366   MT  1.00001246   +1 33 43.8
 OQ0809
 OQ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8311324209(NAD 83)
 OQ0809
 OQ0809                          SUPERSEDED SURVEY CONTROL
 OQ0809
 OQ0809  NAD 83(1995)-  43 32 54.13007(N)    096 43 59.54872(W) AD(       ) 3
 OQ0809  NAD 83(1986)-  43 32 54.13238(N)    096 43 59.52714(W) AD(       ) 3
 OQ0809  NAD 27      -  43 32 54.22300(N)    096 43 58.34600(W) AD(       ) 3
 OQ0809
 OQ0809.Superseded values are not recommended for survey control.
 OQ0809
 OQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0809.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0809
 OQ0809_MARKER: 91 = CHURCH CROSS
 OQ0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0809+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0809
 OQ0809  HISTORY     - Date     Condition        Report By
 OQ0809  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0809  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0809
 OQ0809                          STATION DESCRIPTION
 OQ0809
 OQ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0809'POINT OBSERVED UPON IS TIP OF CROSS ON CENTER OF DOME OF THE FIRST
 OQ0809'BAPTIST CHURCH (NEON LIGHTED), ABOUT 50 FEET HIGH, YELLOW BRICK
 OQ0809'BUILDING, BUILT IN 1909, LOCATED ON SOUTHWEST CORNER OF WEST
 OQ0809'EIGHTH STREET AND SPRING AVENUE.
 OQ0809'
 OQ0809'OBSERVED UPON FROM STATIONS PARK, STAD, AND HOSPITAL.
 OQ0809
 OQ0809                          STATION RECOVERY (2012)
 OQ0809
 OQ0809'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0785 ***********************************************************************
 OQ0785  DESIGNATION -  SIOUX FALLS FIRST LUTH CH
 OQ0785  PID         -  OQ0785
 OQ0785  STATE/COUNTY-  SD/MINNEHAHA
 OQ0785  COUNTRY     -  US
 OQ0785  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0785
 OQ0785                         *CURRENT SURVEY CONTROL
 OQ0785  ______________________________________________________________________
 OQ0785* NAD 83(1996) POSITION- 43 32 37.51983(N) 096 43 48.95519(W)   ADJUSTED
 OQ0785  ______________________________________________________________________
 OQ0785  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 OQ0785  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 OQ0785  HORZ ORDER      -  THIRD
 OQ0785
 OQ0785.The horizontal coordinates were established by classical geodetic methods
 OQ0785.and adjusted by the National Geodetic Survey in January 1998.
 OQ0785
 OQ0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0785.GEOID18 height accuracy estimate available here.
 OQ0785
 OQ0785.Click photographs - Photos may exist for this station.
 OQ0785
 OQ0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0785
 OQ0785. The following values were computed from the NAD 83(1996) position.
 OQ0785
 OQ0785;                    North         East     Units Scale Factor Converg.
 OQ0785;SPC SD S     -   140,781.656   891,075.460   MT  0.99990772   +2 29 08.1
 OQ0785;SPC SD S     -   461,881.15  2,923,470.07   sFT  0.99990772   +2 29 08.1
 OQ0785;UTM  14      - 4,823,703.553   683,365.125   MT  1.00001359   +1 33 50.7
 OQ0785
 OQ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8336523703(NAD 83)
 OQ0785
 OQ0785                          SUPERSEDED SURVEY CONTROL
 OQ0785
 OQ0785  NAD 83(1995)-  43 32 37.52131(N)    096 43 48.95272(W) AD(       ) 3
 OQ0785  NAD 83(1986)-  43 32 37.52311(N)    096 43 48.93154(W) AD(       ) 3
 OQ0785  NAD 27      -  43 32 37.61400(N)    096 43 47.74300(W) AD(       ) 3
 OQ0785
 OQ0785.Superseded values are not recommended for survey control.
 OQ0785
 OQ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0785.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0785
 OQ0785_MARKER: 90 = CHURCH SPIRE
 OQ0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0785+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0785
 OQ0785  HISTORY     - Date     Condition        Report By
 OQ0785  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0785  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0785
 OQ0785                          STATION DESCRIPTION
 OQ0785
 OQ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0785'POINT OBSERVED UPON IS TIP OF SPIRE, ABOUT 100 FEET HIGH, ON
 OQ0785'FIRST LUTHERAN CHURCH, RED BRICK BUILDING, BUILT IN 1925, LOCATED
 OQ0785'AT NORTHWEST CORNER OF WEST TWELFTH ST., AND SOUTH DAKOTA AVENUE.
 OQ0785'
 OQ0785'OBSERVED UPON FROM STATIONS PARK, HOSPITAL, STAD, AND SHERMAN.
 OQ0785
 OQ0785                          STATION RECOVERY (2012)
 OQ0785
 OQ0785'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0816 ***********************************************************************
 OQ0816  DESIGNATION -  SIOUX FALLS FIRST METH CH
 OQ0816  PID         -  OQ0816
 OQ0816  STATE/COUNTY-  SD/MINNEHAHA
 OQ0816  COUNTRY     -  US
 OQ0816  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0816
 OQ0816                         *CURRENT SURVEY CONTROL
 OQ0816  ______________________________________________________________________
 OQ0816* NAD 83(1996) POSITION- 43 32 35.67102(N) 096 43 59.06338(W)   ADJUSTED
 OQ0816  ______________________________________________________________________
 OQ0816  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 OQ0816  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 OQ0816  HORZ ORDER      -  THIRD
 OQ0816
 OQ0816.The horizontal coordinates were established by classical geodetic methods
 OQ0816.and adjusted by the National Geodetic Survey in January 1998.
 OQ0816
 OQ0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0816.GEOID18 height accuracy estimate available here.
 OQ0816
 OQ0816.Click photographs - Photos may exist for this station.
 OQ0816
 OQ0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0816
 OQ0816. The following values were computed from the NAD 83(1996) position.
 OQ0816
 OQ0816;                    North         East     Units Scale Factor Converg.
 OQ0816;SPC SD S     -   140,714.820   890,851.242   MT  0.99990773   +2 29 01.1
 OQ0816;SPC SD S     -   461,661.87  2,922,734.45   sFT  0.99990773   +2 29 01.1
 OQ0816;UTM  14      - 4,823,640.325   683,139.838   MT  1.00001258   +1 33 43.6
 OQ0816
 OQ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8313923640(NAD 83)
 OQ0816
 OQ0816                          SUPERSEDED SURVEY CONTROL
 OQ0816
 OQ0816  NAD 83(1995)-  43 32 35.67252(N)    096 43 59.06099(W) AD(       ) 3
 OQ0816  NAD 83(1986)-  43 32 35.67439(N)    096 43 59.03986(W) AD(       ) 3
 OQ0816  NAD 27      -  43 32 35.76500(N)    096 43 57.85700(W) AD(       ) 3
 OQ0816
 OQ0816.Superseded values are not recommended for survey control.
 OQ0816
 OQ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0816.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0816
 OQ0816_MARKER: 91 = CHURCH CROSS
 OQ0816
 OQ0816  HISTORY     - Date     Condition        Report By
 OQ0816  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0816
 OQ0816                          STATION DESCRIPTION
 OQ0816
 OQ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0816'POINT OBSERVED UPON IS TIP OF LIGHTED CROSS, CENTER OF DOME OF
 OQ0816'FIRST METHODIST EPISCOPAL CHURCH, BRICK BUILDING BUILT IN 1913,
 OQ0816'AND LOCATED ON SOUTHWEST CORNER OF WEST TWELFTH STREET AND SPRING
 OQ0816'AVENUE.
 OQ0816'
 OQ0816'OBSERVED UPON FROM STATIONS PARK, HOSPITAL, AND STAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0795 ***********************************************************************
 OQ0795  DESIGNATION -  SIOUX FALLS FRANKLIN SCH STK
 OQ0795  PID         -  OQ0795
 OQ0795  STATE/COUNTY-  SD/MINNEHAHA
 OQ0795  COUNTRY     -  US
 OQ0795  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0795
 OQ0795                         *CURRENT SURVEY CONTROL
 OQ0795  ______________________________________________________________________
 OQ0795* NAD 83(1996) POSITION- 43 33 19.33955(N) 096 42 39.26583(W)   ADJUSTED
 OQ0795  ______________________________________________________________________
 OQ0795  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 OQ0795  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 OQ0795  HORZ ORDER      -  THIRD
 OQ0795
 OQ0795.The horizontal coordinates were established by classical geodetic methods
 OQ0795.and adjusted by the National Geodetic Survey in January 1998.
 OQ0795
 OQ0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0795.GEOID18 height accuracy estimate available here.
 OQ0795
 OQ0795.Click photographs - Photos may exist for this station.
 OQ0795
 OQ0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0795
 OQ0795. The following values were computed from the NAD 83(1996) position.
 OQ0795
 OQ0795;                    North         East     Units Scale Factor Converg.
 OQ0795;SPC SD S     -   142,138.977   892,582.060   MT  0.99990747   +2 29 56.2
 OQ0795;SPC SD S     -   466,334.29  2,928,412.98   sFT  0.99990747   +2 29 56.2
 OQ0795;UTM  14      - 4,825,036.619   684,893.523   MT  1.00002051   +1 34 39.9
 OQ0795
 OQ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8489325036(NAD 83)
 OQ0795
 OQ0795                          SUPERSEDED SURVEY CONTROL
 OQ0795
 OQ0795  NAD 83(1995)-  43 33 19.34068(N)    096 42 39.26376(W) AD(       ) 3
 OQ0795  NAD 83(1986)-  43 33 19.34348(N)    096 42 39.24068(W) AD(       ) 3
 OQ0795  NAD 27      -  43 33 19.43400(N)    096 42 38.06000(W) AD(       ) 3
 OQ0795
 OQ0795.Superseded values are not recommended for survey control.
 OQ0795
 OQ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0795.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0795
 OQ0795_MARKER: 63 = STACK
 OQ0795
 OQ0795  HISTORY     - Date     Condition        Report By
 OQ0795  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0795
 OQ0795                          STATION DESCRIPTION
 OQ0795
 OQ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0795'POINT OBSERVED UPON WAS THE CENTER OF THE 65-FOOT (APPROXIMATE)
 OQ0795'SQUARE BRICK STACK LOCATED NEAR THE NORTHWEST CORNER OF THE
 OQ0795'FRANKLIN SCHOOL BUILDING IN THE NORTHEAST PORTION OF SIOUX FALLS,
 OQ0795'ABOUT 200 FEET NORTH OF THIRD STREET AND 100 FEET EAST OF
 OQ0795'CLIFF AVENUE.
 OQ0795'
 OQ0795'OBSERVED UPON FROM STATIONS STAD, HOSPITAL, AND PARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0793 ***********************************************************************
 OQ0793  DESIGNATION -  SIOUX FALLS HAWTHORNE SCH STK
 OQ0793  PID         -  OQ0793
 OQ0793  STATE/COUNTY-  SD/MINNEHAHA
 OQ0793  COUNTRY     -  US
 OQ0793  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0793
 OQ0793                         *CURRENT SURVEY CONTROL
 OQ0793  ______________________________________________________________________
 OQ0793* NAD 83(1996) POSITION- 43 33 15.29536(N) 096 44 01.35728(W)   ADJUSTED
 OQ0793  ______________________________________________________________________
 OQ0793  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OQ0793  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 OQ0793  HORZ ORDER      -  THIRD
 OQ0793
 OQ0793.The horizontal coordinates were established by classical geodetic methods
 OQ0793.and adjusted by the National Geodetic Survey in January 1998.
 OQ0793
 OQ0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0793.GEOID18 height accuracy estimate available here.
 OQ0793
 OQ0793.Click photographs - Photos may exist for this station.
 OQ0793
 OQ0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0793
 OQ0793. The following values were computed from the NAD 83(1996) position.
 OQ0793
 OQ0793;                    North         East     Units Scale Factor Converg.
 OQ0793;SPC SD S     -   141,934.217   890,746.819   MT  0.99990749   +2 28 59.5
 OQ0793;SPC SD S     -   465,662.51  2,922,391.86   sFT  0.99990749   +2 28 59.5
 OQ0793;UTM  14      - 4,824,861.371   683,055.028   MT  1.00001219   +1 33 43.2
 OQ0793
 OQ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8305524861(NAD 83)
 OQ0793
 OQ0793                          SUPERSEDED SURVEY CONTROL
 OQ0793
 OQ0793  NAD 83(1995)-  43 33 15.29667(N)    096 44 01.35506(W) AD(       ) 3
 OQ0793  NAD 83(1986)-  43 33 15.29928(N)    096 44 01.33306(W) AD(       ) 3
 OQ0793  NAD 27      -  43 33 15.39200(N)    096 44 00.15000(W) AD(       ) 3
 OQ0793
 OQ0793.Superseded values are not recommended for survey control.
 OQ0793
 OQ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0793.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0793
 OQ0793_MARKER: 63 = STACK
 OQ0793
 OQ0793  HISTORY     - Date     Condition        Report By
 OQ0793  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0793
 OQ0793                          STATION DESCRIPTION
 OQ0793
 OQ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0793'POINT OBSERVED UPON IS CENTER OF CONCRETE STACK ON EAST SIDE AND
 OQ0793'CENTER OF CONCRETE AND BRICK BUILDING, ABOUT 50 FEET HIGH, LOCATED
 OQ0793'ON EAST SIDE OF DULUTH AVENUE, BETWEEN WEST THIRD AND WEST FOURTH
 OQ0793'STREETS.
 OQ0793'
 OQ0793'OBSERVED UPON FROM STATIONS WELL 4, PARK, STAD, SHERMAN, AND
 OQ0793'HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0717 ***********************************************************************
 OQ0717  DESIGNATION -  SIOUX FALLS KELO MAST NW OF 4
 OQ0717  PID         -  OQ0717
 OQ0717  STATE/COUNTY-  SD/LINCOLN
 OQ0717  COUNTRY     -  US
 OQ0717  USGS QUAD   -  HARRISBURG (2017)
 OQ0717
 OQ0717                         *CURRENT SURVEY CONTROL
 OQ0717  ______________________________________________________________________
 OQ0717* NAD 83(1996) POSITION- 43 29 19.69298(N) 096 38 17.14808(W)   ADJUSTED
 OQ0717  ______________________________________________________________________
 OQ0717  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 OQ0717  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 OQ0717  HORZ ORDER      -  THIRD
 OQ0717
 OQ0717.The horizontal coordinates were established by classical geodetic methods
 OQ0717.and adjusted by the National Geodetic Survey in January 1998.
 OQ0717
 OQ0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0717.GEOID18 height accuracy estimate available here.
 OQ0717
 OQ0717.Click photographs - Photos may exist for this station.
 OQ0717
 OQ0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0717
 OQ0717. The following values were computed from the NAD 83(1996) position.
 OQ0717
 OQ0717;                    North         East     Units Scale Factor Converg.
 OQ0717;SPC SD S     -   135,010.089   898,788.011   MT  0.99990942   +2 32 57.0
 OQ0717;SPC SD S     -   442,945.60  2,948,773.67   sFT  0.99990942   +2 32 57.0
 OQ0717;UTM  14      - 4,817,807.861   690,984.705   MT  1.00004869   +1 37 33.5
 OQ0717
 OQ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9098417807(NAD 83)
 OQ0717
 OQ0717                          SUPERSEDED SURVEY CONTROL
 OQ0717
 OQ0717  NAD 83(1995)-  43 29 19.69308(N)    096 38 17.14279(W) AD(       ) 3
 OQ0717  NAD 83(1986)-  43 29 19.69640(N)    096 38 17.12986(W) AD(       ) 3
 OQ0717  NAD 27      -  43 29 19.77800(N)    096 38 15.95300(W) AD(       ) 3
 OQ0717
 OQ0717.Superseded values are not recommended for survey control.
 OQ0717
 OQ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0717.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0717
 OQ0717_MARKER: 43 = RADIO/TV TOWER
 OQ0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0717+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0717
 OQ0717  HISTORY     - Date     Condition        Report By
 OQ0717  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0717  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0717
 OQ0717                          STATION DESCRIPTION
 OQ0717
 OQ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0717'STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF SIOUX FALLS AND
 OQ0717'ABOUT 0.05 MILE SOUTH OF A GRAVELED ROAD.  THE TOWERS ARE IN
 OQ0717'LINE AND APPROXIMATELY 186 FEET APART.
 OQ0717'
 OQ0717'THE FOUR TOWERS ARE OF STEEL STRUCTURE, 224 FEET HIGH, PAINTED
 OQ0717'RED AND WHITE AND EACH TOWER HAS RED OBSTRUCTION LIGHTS.  THE
 OQ0717'TOWERS ARE GUYED AND SET IN A CONCRETE BASE.
 OQ0717'
 OQ0717'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF EACH TOWER.
 OQ0717'
 OQ0717'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 16 AND 77 IN
 OQ0717'SIOUX FALLS, GO SOUTH ON HIGHWAY 77 FOR 4.1 MILES TO CROSSROADS,
 OQ0717'TURN LEFT (EAST) ON GRAVELED ROAD FOR 4.6 MILES TO THE STATION ON
 OQ0717'THE RIGHT.
 OQ0717
 OQ0717                          STATION RECOVERY (2012)
 OQ0717
 OQ0717'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0719 ***********************************************************************
 OQ0719  DESIGNATION -  SIOUX FALLS KELO MAST 3RD OF 4
 OQ0719  PID         -  OQ0719
 OQ0719  STATE/COUNTY-  SD/LINCOLN
 OQ0719  COUNTRY     -  US
 OQ0719  USGS QUAD   -  HARRISBURG (2017)
 OQ0719
 OQ0719                         *CURRENT SURVEY CONTROL
 OQ0719  ______________________________________________________________________
 OQ0719* NAD 83(1996) POSITION- 43 29 18.16576(N) 096 38 15.73116(W)   ADJUSTED
 OQ0719  ______________________________________________________________________
 OQ0719  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 OQ0719  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 OQ0719  HORZ ORDER      -  THIRD
 OQ0719
 OQ0719.The horizontal coordinates were established by classical geodetic methods
 OQ0719.and adjusted by the National Geodetic Survey in January 1998.
 OQ0719
 OQ0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0719.GEOID18 height accuracy estimate available here.
 OQ0719
 OQ0719.Click photographs - Photos may exist for this station.
 OQ0719
 OQ0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0719
 OQ0719. The following values were computed from the NAD 83(1996) position.
 OQ0719
 OQ0719;                    North         East     Units Scale Factor Converg.
 OQ0719;SPC SD S     -   134,964.423   898,821.911   MT  0.99990943   +2 32 58.0
 OQ0719;SPC SD S     -   442,795.78  2,948,884.89   sFT  0.99990943   +2 32 58.0
 OQ0719;UTM  14      - 4,817,761.649   691,017.870   MT  1.00004884   +1 37 34.5
 OQ0719
 OQ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9101717761(NAD 83)
 OQ0719
 OQ0719                          SUPERSEDED SURVEY CONTROL
 OQ0719
 OQ0719  NAD 83(1995)-  43 29 18.16586(N)    096 38 15.72587(W) AD(       ) 3
 OQ0719  NAD 83(1986)-  43 29 18.16916(N)    096 38 15.71299(W) AD(       ) 3
 OQ0719  NAD 27      -  43 29 18.25300(N)    096 38 14.53600(W) AD(       ) 3
 OQ0719
 OQ0719.Superseded values are not recommended for survey control.
 OQ0719
 OQ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0719.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0719
 OQ0719_MARKER: 43 = RADIO/TV TOWER
 OQ0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0719+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0719
 OQ0719  HISTORY     - Date     Condition        Report By
 OQ0719  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0719  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0719
 OQ0719                          STATION DESCRIPTION
 OQ0719
 OQ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0719'STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF SIOUX FALLS AND
 OQ0719'ABOUT 0.05 MILE SOUTH OF A GRAVELED ROAD.  THE TOWERS ARE IN
 OQ0719'LINE AND APPROXIMATELY 186 FEET APART.
 OQ0719'
 OQ0719'THE FOUR TOWERS ARE OF STEEL STRUCTURE, 224 FEET HIGH, PAINTED
 OQ0719'RED AND WHITE AND EACH TOWER HAS RED OBSTRUCTION LIGHTS.  THE
 OQ0719'TOWERS ARE GUYED AND SET IN A CONCRETE BASE.
 OQ0719'
 OQ0719'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF EACH TOWER.
 OQ0719'
 OQ0719'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 16 AND 77 IN
 OQ0719'SIOUX FALLS, GO SOUTH ON HIGHWAY 77 FOR 4.1 MILES TO CROSSROADS,
 OQ0719'TURN LEFT (EAST) ON GRAVELED ROAD FOR 4.6 MILES TO THE STATION ON
 OQ0719'THE RIGHT.
 OQ0719
 OQ0719                          STATION RECOVERY (2012)
 OQ0719
 OQ0719'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0721 ***********************************************************************
 OQ0721  DESIGNATION -  SIOUX FALLS KELO MAST 2ND OF 4
 OQ0721  PID         -  OQ0721
 OQ0721  STATE/COUNTY-  SD/LINCOLN
 OQ0721  COUNTRY     -  US
 OQ0721  USGS QUAD   -  HARRISBURG (2017)
 OQ0721
 OQ0721                         *CURRENT SURVEY CONTROL
 OQ0721  ______________________________________________________________________
 OQ0721* NAD 83(1996) POSITION- 43 29 16.64112(N) 096 38 14.31708(W)   ADJUSTED
 OQ0721  ______________________________________________________________________
 OQ0721  GEOID HEIGHT    -        -26.433 (meters)                     GEOID18
 OQ0721  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 OQ0721  HORZ ORDER      -  THIRD
 OQ0721
 OQ0721.The horizontal coordinates were established by classical geodetic methods
 OQ0721.and adjusted by the National Geodetic Survey in January 1998.
 OQ0721
 OQ0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0721.GEOID18 height accuracy estimate available here.
 OQ0721
 OQ0721.Click photographs - Photos may exist for this station.
 OQ0721
 OQ0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0721
 OQ0721. The following values were computed from the NAD 83(1996) position.
 OQ0721
 OQ0721;                    North         East     Units Scale Factor Converg.
 OQ0721;SPC SD S     -   134,918.834   898,855.744   MT  0.99990945   +2 32 59.0
 OQ0721;SPC SD S     -   442,646.21  2,948,995.89   sFT  0.99990945   +2 32 59.0
 OQ0721;UTM  14      - 4,817,715.515   691,050.969   MT  1.00004900   +1 37 35.4
 OQ0721
 OQ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9105017715(NAD 83)
 OQ0721
 OQ0721                          SUPERSEDED SURVEY CONTROL
 OQ0721
 OQ0721  NAD 83(1995)-  43 29 16.64124(N)    096 38 14.31174(W) AD(       ) 3
 OQ0721  NAD 83(1986)-  43 29 16.64448(N)    096 38 14.29899(W) AD(       ) 3
 OQ0721  NAD 27      -  43 29 16.72700(N)    096 38 13.12200(W) AD(       ) 3
 OQ0721
 OQ0721.Superseded values are not recommended for survey control.
 OQ0721
 OQ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0721.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0721
 OQ0721_MARKER: 43 = RADIO/TV TOWER
 OQ0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0721+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0721
 OQ0721  HISTORY     - Date     Condition        Report By
 OQ0721  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0721  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0721
 OQ0721                          STATION DESCRIPTION
 OQ0721
 OQ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0721'STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF SIOUX FALLS AND
 OQ0721'ABOUT 0.05 MILE SOUTH OF A GRAVELED ROAD.  THE TOWERS ARE IN
 OQ0721'LINE AND APPROXIMATELY 186 FEET APART.
 OQ0721'
 OQ0721'THE FOUR TOWERS ARE OF STEEL STRUCTURE, 224 FEET HIGH, PAINTED
 OQ0721'RED AND WHITE AND EACH TOWER HAS RED OBSTRUCTION LIGHTS.  THE
 OQ0721'TOWERS ARE GUYED AND SET IN A CONCRETE BASE.
 OQ0721'
 OQ0721'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF EACH TOWER.
 OQ0721'
 OQ0721'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 16 AND 77 IN
 OQ0721'SIOUX FALLS, GO SOUTH ON HIGHWAY 77 FOR 4.1 MILES TO CROSSROADS,
 OQ0721'TURN LEFT (EAST) ON GRAVELED ROAD FOR 4.6 MILES TO THE STATION ON
 OQ0721'THE RIGHT.
 OQ0721
 OQ0721                          STATION RECOVERY (2012)
 OQ0721
 OQ0721'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0722 ***********************************************************************
 OQ0722  DESIGNATION -  SIOUX FALLS KELO MAST SE OF 4
 OQ0722  PID         -  OQ0722
 OQ0722  STATE/COUNTY-  SD/LINCOLN
 OQ0722  COUNTRY     -  US
 OQ0722  USGS QUAD   -  HARRISBURG (2017)
 OQ0722
 OQ0722                         *CURRENT SURVEY CONTROL
 OQ0722  ______________________________________________________________________
 OQ0722* NAD 83(1996) POSITION- 43 29 15.11848(N) 096 38 12.90006(W)   ADJUSTED
 OQ0722  ______________________________________________________________________
 OQ0722  GEOID HEIGHT    -        -26.433 (meters)                     GEOID18
 OQ0722  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 OQ0722  HORZ ORDER      -  THIRD
 OQ0722
 OQ0722.The horizontal coordinates were established by classical geodetic methods
 OQ0722.and adjusted by the National Geodetic Survey in January 1998.
 OQ0722
 OQ0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0722.GEOID18 height accuracy estimate available here.
 OQ0722
 OQ0722.Click photographs - Photos may exist for this station.
 OQ0722
 OQ0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0722
 OQ0722. The following values were computed from the NAD 83(1996) position.
 OQ0722
 OQ0722;                    North         East     Units Scale Factor Converg.
 OQ0722;SPC SD S     -   134,873.310   898,889.641   MT  0.99990947   +2 32 59.9
 OQ0722;SPC SD S     -   442,496.85  2,949,107.10   sFT  0.99990947   +2 32 59.9
 OQ0722;UTM  14      - 4,817,669.444   691,084.132   MT  1.00004915   +1 37 36.3
 OQ0722
 OQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9108417669(NAD 83)
 OQ0722
 OQ0722                          SUPERSEDED SURVEY CONTROL
 OQ0722
 OQ0722  NAD 83(1995)-  43 29 15.11861(N)    096 38 12.89470(W) AD(       ) 3
 OQ0722  NAD 83(1986)-  43 29 15.12185(N)    096 38 12.88201(W) AD(       ) 3
 OQ0722  NAD 27      -  43 29 15.20300(N)    096 38 11.70600(W) AD(       ) 3
 OQ0722
 OQ0722.Superseded values are not recommended for survey control.
 OQ0722
 OQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0722.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0722
 OQ0722_MARKER: 43 = RADIO/TV TOWER
 OQ0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0722+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0722
 OQ0722  HISTORY     - Date     Condition        Report By
 OQ0722  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0722  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0722
 OQ0722                          STATION DESCRIPTION
 OQ0722
 OQ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0722'STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF SIOUX FALLS AND
 OQ0722'ABOUT 0.05 MILE SOUTH OF A GRAVELED ROAD.  THE TOWERS ARE IN
 OQ0722'LINE AND APPROXIMATELY 186 FEET APART.
 OQ0722'
 OQ0722'THE FOUR TOWERS ARE OF STEEL STRUCTURE, 224 FEET HIGH, PAINTED
 OQ0722'RED AND WHITE AND EACH TOWER HAS RED OBSTRUCTION LIGHTS.  THE
 OQ0722'TOWERS ARE GUYED AND SET IN A CONCRETE BASE.
 OQ0722'
 OQ0722'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF EACH TOWER.
 OQ0722'
 OQ0722'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 16 AND 77 IN
 OQ0722'SIOUX FALLS, GO SOUTH ON HIGHWAY 77 FOR 4.1 MILES TO CROSSROADS,
 OQ0722'TURN LEFT (EAST) ON GRAVELED ROAD FOR 4.6 MILES TO THE STATION ON
 OQ0722'THE RIGHT.
 OQ0722
 OQ0722                          STATION RECOVERY (2012)
 OQ0722
 OQ0722'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0749 ***********************************************************************
 OQ0749  DESIGNATION -  SIOUX FALLS KIHO MAST SSW OF 4
 OQ0749  PID         -  OQ0749
 OQ0749  STATE/COUNTY-  SD/LINCOLN
 OQ0749  COUNTRY     -  US
 OQ0749  USGS QUAD   -  TEA (2017)
 OQ0749
 OQ0749                         *CURRENT SURVEY CONTROL
 OQ0749  ______________________________________________________________________
 OQ0749* NAD 83(1996) POSITION- 43 29 16.26200(N) 096 47 10.79379(W)   ADJUSTED
 OQ0749  ______________________________________________________________________
 OQ0749  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0749  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 OQ0749  HORZ ORDER      -  THIRD
 OQ0749
 OQ0749.The horizontal coordinates were established by classical geodetic methods
 OQ0749.and adjusted by the National Geodetic Survey in January 1998.
 OQ0749
 OQ0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0749.GEOID18 height accuracy estimate available here.
 OQ0749
 OQ0749.Click photographs - Photos may exist for this station.
 OQ0749
 OQ0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0749
 OQ0749. The following values were computed from the NAD 83(1996) position.
 OQ0749
 OQ0749;                    North         East     Units Scale Factor Converg.
 OQ0749;SPC SD S     -   134,381.728   886,814.050   MT  0.99990945   +2 26 48.9
 OQ0749;SPC SD S     -   440,884.05  2,909,489.10   sFT  0.99990945   +2 26 48.9
 OQ0749;UTM  14      - 4,817,372.444   679,000.836   MT  0.99999414   +1 31 25.9
 OQ0749
 OQ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7900017372(NAD 83)
 OQ0749
 OQ0749                          SUPERSEDED SURVEY CONTROL
 OQ0749
 OQ0749  NAD 83(1995)-  43 29 16.26213(N)    096 47 10.78794(W) AD(       ) 3
 OQ0749  NAD 83(1986)-  43 29 16.26682(N)    096 47 10.77559(W) AD(       ) 3
 OQ0749  NAD 27      -  43 29 16.35500(N)    096 47 09.59100(W) AD(       ) 3
 OQ0749
 OQ0749.Superseded values are not recommended for survey control.
 OQ0749
 OQ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0749.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0749
 OQ0749_MARKER: 42 = RADIO/TV MAST
 OQ0749
 OQ0749  HISTORY     - Date     Condition        Report By
 OQ0749  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0749
 OQ0749                          STATION DESCRIPTION
 OQ0749
 OQ0749'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0750 ***********************************************************************
 OQ0750  DESIGNATION -  SIOUX FALLS KIHO MAST 2ND OF 4
 OQ0750  PID         -  OQ0750
 OQ0750  STATE/COUNTY-  SD/LINCOLN
 OQ0750  COUNTRY     -  US
 OQ0750  USGS QUAD   -  TEA (2017)
 OQ0750
 OQ0750                         *CURRENT SURVEY CONTROL
 OQ0750  ______________________________________________________________________
 OQ0750* NAD 83(1996) POSITION- 43 29 19.69887(N) 096 47 08.50342(W)   ADJUSTED
 OQ0750  ______________________________________________________________________
 OQ0750  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0750  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 OQ0750  HORZ ORDER      -  THIRD
 OQ0750
 OQ0750.The horizontal coordinates were established by classical geodetic methods
 OQ0750.and adjusted by the National Geodetic Survey in January 1998.
 OQ0750
 OQ0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0750.GEOID18 height accuracy estimate available here.
 OQ0750
 OQ0750.Click photographs - Photos may exist for this station.
 OQ0750
 OQ0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0750
 OQ0750. The following values were computed from the NAD 83(1996) position.
 OQ0750
 OQ0750;                    North         East     Units Scale Factor Converg.
 OQ0750;SPC SD S     -   134,489.887   886,860.935   MT  0.99990942   +2 26 50.4
 OQ0750;SPC SD S     -   441,238.90  2,909,642.92   sFT  0.99990942   +2 26 50.4
 OQ0750;UTM  14      - 4,817,479.842   679,049.462   MT  0.99999436   +1 31 27.5
 OQ0750
 OQ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7904917479(NAD 83)
 OQ0750
 OQ0750                          SUPERSEDED SURVEY CONTROL
 OQ0750
 OQ0750  NAD 83(1995)-  43 29 19.69899(N)    096 47 08.49784(W) AD(       ) 3
 OQ0750  NAD 83(1986)-  43 29 19.70371(N)    096 47 08.48494(W) AD(       ) 3
 OQ0750  NAD 27      -  43 29 19.79100(N)    096 47 07.30500(W) AD(       ) 3
 OQ0750
 OQ0750.Superseded values are not recommended for survey control.
 OQ0750
 OQ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0750.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0750
 OQ0750_MARKER: 42 = RADIO/TV MAST
 OQ0750
 OQ0750  HISTORY     - Date     Condition        Report By
 OQ0750  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0750
 OQ0750                          STATION DESCRIPTION
 OQ0750
 OQ0750'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0751 ***********************************************************************
 OQ0751  DESIGNATION -  SIOUX FALLS KIHO MAST 3RD OF 4
 OQ0751  PID         -  OQ0751
 OQ0751  STATE/COUNTY-  SD/LINCOLN
 OQ0751  COUNTRY     -  US
 OQ0751  USGS QUAD   -  TEA (2017)
 OQ0751
 OQ0751                         *CURRENT SURVEY CONTROL
 OQ0751  ______________________________________________________________________
 OQ0751* NAD 83(1996) POSITION- 43 29 17.98396(N) 096 47 09.64968(W)   ADJUSTED
 OQ0751  ______________________________________________________________________
 OQ0751  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0751  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 OQ0751  HORZ ORDER      -  THIRD
 OQ0751
 OQ0751.The horizontal coordinates were established by classical geodetic methods
 OQ0751.and adjusted by the National Geodetic Survey in January 1998.
 OQ0751
 OQ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0751.GEOID18 height accuracy estimate available here.
 OQ0751
 OQ0751.Click photographs - Photos may exist for this station.
 OQ0751
 OQ0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0751
 OQ0751. The following values were computed from the NAD 83(1996) position.
 OQ0751
 OQ0751;                    North         East     Units Scale Factor Converg.
 OQ0751;SPC SD S     -   134,435.915   886,837.464   MT  0.99990944   +2 26 49.7
 OQ0751;SPC SD S     -   441,061.83  2,909,565.91   sFT  0.99990944   +2 26 49.7
 OQ0751;UTM  14      - 4,817,426.251   679,025.122   MT  0.99999425   +1 31 26.7
 OQ0751
 OQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7902517426(NAD 83)
 OQ0751
 OQ0751                          SUPERSEDED SURVEY CONTROL
 OQ0751
 OQ0751  NAD 83(1995)-  43 29 17.98409(N)    096 47 09.64383(W) AD(       ) 3
 OQ0751  NAD 83(1986)-  43 29 17.98875(N)    096 47 09.63146(W) AD(       ) 3
 OQ0751  NAD 27      -  43 29 18.07800(N)    096 47 08.44500(W) AD(       ) 3
 OQ0751
 OQ0751.Superseded values are not recommended for survey control.
 OQ0751
 OQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0751.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0751
 OQ0751_MARKER: 42 = RADIO/TV MAST
 OQ0751
 OQ0751  HISTORY     - Date     Condition        Report By
 OQ0751  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0751
 OQ0751                          STATION DESCRIPTION
 OQ0751
 OQ0751'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0753 ***********************************************************************
 OQ0753  DESIGNATION -  SIOUX FALLS KIHO MAST NNE OF 4
 OQ0753  PID         -  OQ0753
 OQ0753  STATE/COUNTY-  SD/LINCOLN
 OQ0753  COUNTRY     -  US
 OQ0753  USGS QUAD   -  TEA (2017)
 OQ0753
 OQ0753                         *CURRENT SURVEY CONTROL
 OQ0753  ______________________________________________________________________
 OQ0753* NAD 83(1996) POSITION- 43 29 21.41250(N) 096 47 07.35257(W)   ADJUSTED
 OQ0753  ______________________________________________________________________
 OQ0753  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0753  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 OQ0753  HORZ ORDER      -  THIRD
 OQ0753
 OQ0753.The horizontal coordinates were established by classical geodetic methods
 OQ0753.and adjusted by the National Geodetic Survey in January 1998.
 OQ0753
 OQ0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0753.GEOID18 height accuracy estimate available here.
 OQ0753
 OQ0753.Click photographs - Photos may exist for this station.
 OQ0753
 OQ0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0753
 OQ0753. The following values were computed from the NAD 83(1996) position.
 OQ0753
 OQ0753;                    North         East     Units Scale Factor Converg.
 OQ0753;SPC SD S     -   134,543.824   886,884.510   MT  0.99990940   +2 26 51.2
 OQ0753;SPC SD S     -   441,415.86  2,909,720.26   sFT  0.99990940   +2 26 51.2
 OQ0753;UTM  14      - 4,817,533.397   679,073.905   MT  0.99999446   +1 31 28.4
 OQ0753
 OQ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7907317533(NAD 83)
 OQ0753
 OQ0753                          SUPERSEDED SURVEY CONTROL
 OQ0753
 OQ0753  NAD 83(1995)-  43 29 21.41247(N)    096 47 07.34700(W) AD(       ) 3
 OQ0753  NAD 83(1986)-  43 29 21.41757(N)    096 47 07.33411(W) AD(       ) 3
 OQ0753  NAD 27      -  43 29 21.50400(N)    096 47 06.15200(W) AD(       ) 3
 OQ0753
 OQ0753.Superseded values are not recommended for survey control.
 OQ0753
 OQ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0753.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0753
 OQ0753_MARKER: 43 = RADIO/TV TOWER
 OQ0753
 OQ0753  HISTORY     - Date     Condition        Report By
 OQ0753  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0753  HISTORY     - 1953     GOOD             CGS
 OQ0753  HISTORY     - 1968     GOOD             CGS
 OQ0753
 OQ0753                          STATION DESCRIPTION
 OQ0753
 OQ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0753'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SIOUX FALLS AND
 OQ0753'ABOUT 100 YARDS EAST OF A GRAVEL ROAD.  THE FOUR TOWERS ARE IN
 OQ0753'LINE AND THE DIRECTION OF THE LINE IS 25.5 DEG TO THE RIGHT OF
 OQ0753'NORTH.
 OQ0753'
 OQ0753'THE TOWERS ARE OF STEEL CONSTRUCTION, 208 FEET HIGH, PAINTED RED
 OQ0753'AND WHITE AND EACH TOWER HAS RED OBSTRUCTION LIGHTS.  THESE
 OQ0753'GUYED TOWERS ARE SET IN CONCRETE BASES.
 OQ0753'
 OQ0753'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF EACH TOWER.
 OQ0753'
 OQ0753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OQ0753'S. GRANGE AVENUE IN THE WEST PART OF SIOUX FALLS, GO WEST ON
 OQ0753'U.S. HIGHWAY 16 FOR 2.5 MILES TO CROSSROADS AND LARGE WHITE
 OQ0753'STORAGE TANKS ON THE RIGHT.  TURN LEFT AND GO SOUTH ON GRAVEL
 OQ0753'ROAD FOR 3.0 MILES TO A T-ROAD.  TURN LEFT AND GO EAST FOR 0.2
 OQ0753'MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.0
 OQ0753'MILE TO THE STATION ON THE LEFT.
 OQ0753
 OQ0753                          STATION RECOVERY (1953)
 OQ0753
 OQ0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0753'THE FOUR INTERSECTION STATIONS WERE RECOVERED AS DESCRIBED.
 OQ0753
 OQ0753                          STATION RECOVERY (1968)
 OQ0753
 OQ0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 OQ0753'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OQ0753'THE CALL LETTERS OF THE STATION ARE NOW KNWC.
 OQ0753'
 OQ0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 OQ0753'SW OF SIOUX FALLS, SOUTH DAKOTA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0701 ***********************************************************************
 OQ0701  DESIGNATION -  SIOUX FALLS KSOO TV TRANS TWR
 OQ0701  PID         -  OQ0701
 OQ0701  STATE/COUNTY-  SD/MOODY
 OQ0701  COUNTRY     -  US
 OQ0701  USGS QUAD   -  JASPER NW (2019)
 OQ0701
 OQ0701                         *CURRENT SURVEY CONTROL
 OQ0701  ______________________________________________________________________
 OQ0701* NAD 83(1996) POSITION- 43 59 02.85827(N) 096 28 41.46069(W)   ADJUSTED
 OQ0701  ______________________________________________________________________
 OQ0701  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 OQ0701  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 OQ0701  HORZ ORDER      -  THIRD
 OQ0701
 OQ0701.The horizontal coordinates were established by classical geodetic methods
 OQ0701.and adjusted by the National Geodetic Survey in January 1998.
 OQ0701
 OQ0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0701.GEOID18 height accuracy estimate available here.
 OQ0701
 OQ0701.Click photographs - Photos may exist for this station.
 OQ0701
 OQ0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0701
 OQ0701. The following values were computed from the NAD 83(1996) position.
 OQ0701
 OQ0701;                    North         East     Units Scale Factor Converg.
 OQ0701;SPC SD S     -   190,567.680   909,155.758   MT  0.99992721   +2 39 34.1
 OQ0701;SPC SD S     -   625,220.80  2,982,788.52   sFT  0.99992721   +2 39 34.1
 OQ0701;UTM  14      - 4,873,201.756   702,240.701   MT  1.00010308   +1 45 06.8
 OQ0701
 OQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0224073201(NAD 83)
 OQ0701
 OQ0701                          SUPERSEDED SURVEY CONTROL
 OQ0701
 OQ0701  NAD 83(1986)-  43 59 02.85824(N)    096 28 41.44053(W) AD(       ) 3
 OQ0701  NAD 27      -  43 59 03.01109(N)    096 28 40.25146(W) AD(       ) 3
 OQ0701
 OQ0701.Superseded values are not recommended for survey control.
 OQ0701
 OQ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0701.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0701
 OQ0701_MARKER: 43 = RADIO/TV TOWER
 OQ0701
 OQ0701  HISTORY     - Date     Condition        Report By
 OQ0701  HISTORY     - 1966     FIRST OBSERVED   CGS
 OQ0701
 OQ0701                          STATION DESCRIPTION
 OQ0701
 OQ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 OQ0701'THE RED LIGHT ON TOP OF THE SIOUX FALLS KSOO TV TRANSMITTING
 OQ0701'TOWER.  IT IS A STRUCTURAL STEEL TOWER, TRIANGULAR IN CROSS
 OQ0701'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND IS
 OQ0701'1,117 FEET TALL.  IT IS LOCATED 8.0 MILES WEST OF PIPESTONE,
 OQ0701'MINNESOTA AND 1.5 MILES SOUTH OF SOUTH DAKOTA STATE HIGHWAY 34.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0814 ***********************************************************************
 OQ0814  DESIGNATION -  SIOUX FALLS LEWIS AVE MUN TANK
 OQ0814  PID         -  OQ0814
 OQ0814  STATE/COUNTY-  SD/MINNEHAHA
 OQ0814  COUNTRY     -  US
 OQ0814  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0814
 OQ0814                         *CURRENT SURVEY CONTROL
 OQ0814  ______________________________________________________________________
 OQ0814* NAD 83(1996) POSITION- 43 32 45.97757(N) 096 42 03.40628(W)   ADJUSTED
 OQ0814  ______________________________________________________________________
 OQ0814  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 OQ0814  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 OQ0814  HORZ ORDER      -  THIRD
 OQ0814
 OQ0814.The horizontal coordinates were established by classical geodetic methods
 OQ0814.and adjusted by the National Geodetic Survey in January 1998.
 OQ0814
 OQ0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0814.GEOID18 height accuracy estimate available here.
 OQ0814
 OQ0814.Click photographs - Photos may exist for this station.
 OQ0814
 OQ0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0814
 OQ0814. The following values were computed from the NAD 83(1996) position.
 OQ0814
 OQ0814;                    North         East     Units Scale Factor Converg.
 OQ0814;SPC SD S     -   141,145.575   893,431.104   MT  0.99990766   +2 30 20.9
 OQ0814;SPC SD S     -   463,075.11  2,931,198.55   sFT  0.99990766   +2 30 20.9
 OQ0814;UTM  14      - 4,824,029.578   685,726.580   MT  1.00002431   +1 35 03.7
 OQ0814
 OQ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8572624029(NAD 83)
 OQ0814
 OQ0814                          SUPERSEDED SURVEY CONTROL
 OQ0814
 OQ0814  NAD 83(1995)-  43 32 45.97892(N)    096 42 03.40380(W) AD(       ) 3
 OQ0814  NAD 83(1986)-  43 32 45.98058(N)    096 42 03.38174(W) AD(       ) 3
 OQ0814  NAD 27      -  43 32 46.07100(N)    096 42 02.20100(W) AD(       ) 3
 OQ0814
 OQ0814.Superseded values are not recommended for survey control.
 OQ0814
 OQ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0814.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0814
 OQ0814_MARKER: 53 = ELEVATED TANK
 OQ0814
 OQ0814  HISTORY     - Date     Condition        Report By
 OQ0814  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0814  HISTORY     - 1953     GOOD             CGS
 OQ0814  HISTORY     - 1975     GOOD             NGS
 OQ0814
 OQ0814                          STATION DESCRIPTION
 OQ0814
 OQ0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0814'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL STEEL, WATER TANK,
 OQ0814'99 FEET HIGH, BUILT IN 1926.  LOCATED ON LEWIS AVENUE BETWEEN
 OQ0814'EAST TENTH AND EAST ELEVENTH STREETS.
 OQ0814'
 OQ0814'OBSERVED UPON FROM STATIONS PORT, WELL 4, PARK, STAD, SHERMAN, AND
 OQ0814'HOSPITAL.
 OQ0814
 OQ0814                          STATION RECOVERY (1953)
 OQ0814
 OQ0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0814'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OQ0814
 OQ0814                          STATION RECOVERY (1975)
 OQ0814
 OQ0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 OQ0814'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0814'CONDITION.
 OQ0814'
 OQ0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SIOUX FALLS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0807 ***********************************************************************
 OQ0807  DESIGNATION -  SIOUX FALLS LONGFELLOW SCH STK
 OQ0807  PID         -  OQ0807
 OQ0807  STATE/COUNTY-  SD/MINNEHAHA
 OQ0807  COUNTRY     -  US
 OQ0807  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0807
 OQ0807                         *CURRENT SURVEY CONTROL
 OQ0807  ______________________________________________________________________
 OQ0807* NAD 83(1996) POSITION- 43 32 05.74595(N) 096 43 11.21973(W)   ADJUSTED
 OQ0807  ______________________________________________________________________
 OQ0807  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 OQ0807  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 OQ0807  HORZ ORDER      -  THIRD
 OQ0807
 OQ0807.The horizontal coordinates were established by classical geodetic methods
 OQ0807.and adjusted by the National Geodetic Survey in January 1998.
 OQ0807
 OQ0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0807.GEOID18 height accuracy estimate available here.
 OQ0807
 OQ0807.Click photographs - Photos may exist for this station.
 OQ0807
 OQ0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0807
 OQ0807. The following values were computed from the NAD 83(1996) position.
 OQ0807
 OQ0807;                    North         East     Units Scale Factor Converg.
 OQ0807;SPC SD S     -   139,838.857   891,964.372   MT  0.99990793   +2 29 34.1
 OQ0807;SPC SD S     -   458,787.98  2,926,386.44   sFT  0.99990793   +2 29 34.1
 OQ0807;UTM  14      - 4,822,746.475   684,238.851   MT  1.00001754   +1 34 15.8
 OQ0807
 OQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8423822746(NAD 83)
 OQ0807
 OQ0807                          SUPERSEDED SURVEY CONTROL
 OQ0807
 OQ0807  NAD 83(1995)-  43 32 05.74737(N)    096 43 11.21759(W) AD(       ) 3
 OQ0807  NAD 83(1986)-  43 32 05.74892(N)    096 43 11.19572(W) AD(       ) 3
 OQ0807  NAD 27      -  43 32 05.84000(N)    096 43 10.01400(W) AD(       ) 3
 OQ0807
 OQ0807.Superseded values are not recommended for survey control.
 OQ0807
 OQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0807.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0807
 OQ0807_MARKER: 63 = STACK
 OQ0807
 OQ0807  HISTORY     - Date     Condition        Report By
 OQ0807  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0807
 OQ0807                          STATION DESCRIPTION
 OQ0807
 OQ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0807'POINT OBSERVED UPON WAS CENTER OF THE TOP OF THE 50-FOOT
 OQ0807'(APPROXIMATE) SQUARE, RED BRICK STACK NEAR THE SOUTHEAST CORNER
 OQ0807'OF THE LONGFELLOW SCHOOL, LOCATED IN THE SOUTHEAST PORTION OF
 OQ0807'SIOUX FALLS, ABOUT 300 FEET EAST OF FOURTH AVENUE AND 100 FEET
 OQ0807'NORTH OF EAST TWENTIETH STREET.
 OQ0807'
 OQ0807'OBSERVED UPON FROM STATIONS STAD, HOSPITAL, AND PARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0811 ***********************************************************************
 OQ0811  DESIGNATION -  SIOUX FALLS LOWELL SCH STK
 OQ0811  PID         -  OQ0811
 OQ0811  STATE/COUNTY-  SD/MINNEHAHA
 OQ0811  COUNTRY     -  US
 OQ0811  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0811
 OQ0811                         *CURRENT SURVEY CONTROL
 OQ0811  ______________________________________________________________________
 OQ0811* NAD 83(1996) POSITION- 43 32 13.99952(N) 096 44 11.84560(W)   ADJUSTED
 OQ0811  ______________________________________________________________________
 OQ0811  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 OQ0811  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 OQ0811  HORZ ORDER      -  THIRD
 OQ0811
 OQ0811.The horizontal coordinates were established by classical geodetic methods
 OQ0811.and adjusted by the National Geodetic Survey in January 1998.
 OQ0811
 OQ0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0811.GEOID18 height accuracy estimate available here.
 OQ0811
 OQ0811.Click photographs - Photos may exist for this station.
 OQ0811
 OQ0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0811
 OQ0811. The following values were computed from the NAD 83(1996) position.
 OQ0811
 OQ0811;                    North         East     Units Scale Factor Converg.
 OQ0811;SPC SD S     -   140,034.255   890,593.533   MT  0.99990787   +2 28 52.3
 OQ0811;SPC SD S     -   459,429.05  2,921,888.95   sFT  0.99990787   +2 28 52.3
 OQ0811;UTM  14      - 4,822,963.923   682,871.187   MT  1.00001137   +1 33 34.2
 OQ0811
 OQ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8287122963(NAD 83)
 OQ0811
 OQ0811                          SUPERSEDED SURVEY CONTROL
 OQ0811
 OQ0811  NAD 83(1995)-  43 32 14.00115(N)    096 44 11.84285(W) AD(       ) 3
 OQ0811  NAD 83(1986)-  43 32 14.00261(N)    096 44 11.82287(W) AD(       ) 3
 OQ0811  NAD 27      -  43 32 14.09700(N)    096 44 10.63300(W) AD(       ) 3
 OQ0811
 OQ0811.Superseded values are not recommended for survey control.
 OQ0811
 OQ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0811.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0811
 OQ0811_MARKER: 63 = STACK
 OQ0811
 OQ0811  HISTORY     - Date     Condition        Report By
 OQ0811  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0811
 OQ0811                          STATION DESCRIPTION
 OQ0811
 OQ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0811'POINT OBSERVED UPON WAS THE CENTER OF THE RECTANGULAR STACK
 OQ0811'PROJECTING FROM THE ROOF OF THE MORE NORTHERLY OF TWO BUILDINGS
 OQ0811'AT THE LOWELL SCHOOL.  STACK PROJECTS ABOUT 15 FEET ABOVE THE ROOF.
 OQ0811'LOCATED IN THE SOUTH CENTRAL PORTION OF SIOUX FALLS, ABOUT 150
 OQ0811'FEET NORTH OF EIGHTEENTH STREET AND 75 FEET EAST OF PRAIRIE
 OQ0811'AVENUE.
 OQ0811'
 OQ0811'OBSERVED UPON FROM STATIONS STAD, PARK, HOSPITAL, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0797 ***********************************************************************
 OQ0797  DESIGNATION -  SIOUX FALLS MAIN AVE TANK
 OQ0797  PID         -  OQ0797
 OQ0797  STATE/COUNTY-  SD/MINNEHAHA
 OQ0797  COUNTRY     -  US
 OQ0797  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0797
 OQ0797                         *CURRENT SURVEY CONTROL
 OQ0797  ______________________________________________________________________
 OQ0797* NAD 83(1996) POSITION- 43 33 32.91929(N) 096 43 40.95119(W)   ADJUSTED
 OQ0797  ______________________________________________________________________
 OQ0797  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OQ0797  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 OQ0797  HORZ ORDER      -  THIRD
 OQ0797
 OQ0797.The horizontal coordinates were established by classical geodetic methods
 OQ0797.and adjusted by the National Geodetic Survey in January 1998.
 OQ0797
 OQ0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0797.GEOID18 height accuracy estimate available here.
 OQ0797
 OQ0797.Click photographs - Photos may exist for this station.
 OQ0797
 OQ0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0797
 OQ0797. The following values were computed from the NAD 83(1996) position.
 OQ0797
 OQ0797;                    North         East     Units Scale Factor Converg.
 OQ0797;SPC SD S     -   142,497.424   891,180.773   MT  0.99990740   +2 29 13.6
 OQ0797;SPC SD S     -   467,510.30  2,923,815.59   sFT  0.99990740   +2 29 13.6
 OQ0797;UTM  14      - 4,825,417.589   683,498.026   MT  1.00001419   +1 33 57.8
 OQ0797
 OQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8349825417(NAD 83)
 OQ0797
 OQ0797                          SUPERSEDED SURVEY CONTROL
 OQ0797
 OQ0797  NAD 83(1995)-  43 33 32.92117(N)    096 43 40.94903(W) AD(       ) 3
 OQ0797  NAD 83(1986)-  43 33 32.92323(N)    096 43 40.92660(W) AD(       ) 3
 OQ0797  NAD 27      -  43 33 33.01500(N)    096 43 39.74400(W) AD(       ) 3
 OQ0797
 OQ0797.Superseded values are not recommended for survey control.
 OQ0797
 OQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0797.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0797
 OQ0797_MARKER: 53 = ELEVATED TANK
 OQ0797
 OQ0797  HISTORY     - Date     Condition        Report By
 OQ0797  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0797  HISTORY     - 1935     GOOD             CGS
 OQ0797  HISTORY     - 1935     GOOD             CGS
 OQ0797  HISTORY     - 1953     GOOD             CGS
 OQ0797  HISTORY     - 1963     GOOD             CGS
 OQ0797  HISTORY     - 1968     GOOD             CGS
 OQ0797  HISTORY     - 1975     GOOD             NGS
 OQ0797
 OQ0797                          STATION DESCRIPTION
 OQ0797
 OQ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0797'THIS STRUCTURE, LOCATED ON NORTH MAIN AVENUE BETWEEN THE CITY
 OQ0797'AND THE PENITENTIARY, IS THE SAME AS IT WAS IN 1927.
 OQ0797
 OQ0797                          STATION RECOVERY (1935)
 OQ0797
 OQ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0797'POINT OBSERVED UPON IS FINIAL OF STEEL MUNICIPAL WATER TANK,
 OQ0797'126 FEET HIGH, LOCATED ON NORTH MAIN AVENUE, BETWEEN MC CLELEN
 OQ0797'AND BROOKINGS STREETS.  BUILT IN 1910.
 OQ0797'
 OQ0797'OBSERVED UPON FROM STATIONS HOSPITAL, SHERMAN, STAD, PARK AND
 OQ0797'WELL 4.
 OQ0797
 OQ0797                          STATION RECOVERY (1953)
 OQ0797
 OQ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0797'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OQ0797
 OQ0797                          STATION RECOVERY (1963)
 OQ0797
 OQ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OQ0797'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OQ0797'THE ORIGINAL DESCRIPTION IS ADEQUATE
 OQ0797
 OQ0797                          STATION RECOVERY (1968)
 OQ0797
 OQ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 OQ0797'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OQ0797'
 OQ0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 OQ0797'SIOUX FALLS, SOUTH DAKOTA
 OQ0797
 OQ0797                          STATION RECOVERY (1975)
 OQ0797
 OQ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 OQ0797'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0797'CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0775 ***********************************************************************
 OQ0775  DESIGNATION -  SIOUX FALLS MARK TWAIN SCH STK
 OQ0775  PID         -  OQ0775
 OQ0775  STATE/COUNTY-  SD/MINNEHAHA
 OQ0775  COUNTRY     -  US
 OQ0775  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0775
 OQ0775                         *CURRENT SURVEY CONTROL
 OQ0775  ______________________________________________________________________
 OQ0775* NAD 83(1996) POSITION- 43 31 40.08301(N) 096 43 46.72903(W)   ADJUSTED
 OQ0775  ______________________________________________________________________
 OQ0775  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 OQ0775  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 OQ0775  HORZ ORDER      -  THIRD
 OQ0775
 OQ0775.The horizontal coordinates were established by classical geodetic methods
 OQ0775.and adjusted by the National Geodetic Survey in January 1998.
 OQ0775
 OQ0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0775.GEOID18 height accuracy estimate available here.
 OQ0775
 OQ0775.Click photographs - Photos may exist for this station.
 OQ0775
 OQ0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0775
 OQ0775. The following values were computed from the NAD 83(1996) position.
 OQ0775
 OQ0775;                    North         East     Units Scale Factor Converg.
 OQ0775;SPC SD S     -   139,013.040   891,202.265   MT  0.99990812   +2 29 09.6
 OQ0775;SPC SD S     -   456,078.62  2,923,886.10   sFT  0.99990812   +2 29 09.6
 OQ0775;UTM  14      - 4,821,932.938   683,463.473   MT  1.00001404   +1 33 50.6
 OQ0775
 OQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8346321932(NAD 83)
 OQ0775
 OQ0775                          SUPERSEDED SURVEY CONTROL
 OQ0775
 OQ0775  NAD 83(1995)-  43 31 40.08452(N)    096 43 46.72721(W) AD(       ) 3
 OQ0775  NAD 83(1986)-  43 31 40.08580(N)    096 43 46.70525(W) AD(       ) 3
 OQ0775  NAD 27      -  43 31 40.17700(N)    096 43 45.52400(W) AD(       ) 3
 OQ0775
 OQ0775.Superseded values are not recommended for survey control.
 OQ0775
 OQ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0775.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0775
 OQ0775_MARKER: 63 = STACK
 OQ0775
 OQ0775  HISTORY     - Date     Condition        Report By
 OQ0775  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0775
 OQ0775                          STATION DESCRIPTION
 OQ0775
 OQ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0775'POINT OBSERVED UPON WAS THE CENTER OF THE 75-FOOT RED BRICK STACK
 OQ0775'NEAR THE SOUTHWEST CORNER OF THE MARK TWAIN SCHOOL, LOCATED IN
 OQ0775'THE SOUTH PORTION OF SIOUX FALLS, ABOUT 100 FEET NORTHEAST OF
 OQ0775'THE INTERSECTION OF TWENTY EIGHTH STREET AND DAKOTA AVENUE.
 OQ0775'
 OQ0775'OBSERVED UPON FROM STATIONS STAD, HOSPITAL, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0810 ***********************************************************************
 OQ0810  DESIGNATION -  SIOUX FALLS MC KENNAN HOSP STK
 OQ0810  PID         -  OQ0810
 OQ0810  STATE/COUNTY-  SD/MINNEHAHA
 OQ0810  COUNTRY     -  US
 OQ0810  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0810
 OQ0810                         *CURRENT SURVEY CONTROL
 OQ0810  ______________________________________________________________________
 OQ0810* NAD 83(1996) POSITION- 43 32 04.76488(N) 096 42 55.46028(W)   ADJUSTED
 OQ0810  ______________________________________________________________________
 OQ0810  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 OQ0810  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 OQ0810  HORZ ORDER      -  THIRD
 OQ0810
 OQ0810.The horizontal coordinates were established by classical geodetic methods
 OQ0810.and adjusted by the National Geodetic Survey in January 1998.
 OQ0810
 OQ0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0810.GEOID18 height accuracy estimate available here.
 OQ0810
 OQ0810.Click photographs - Photos may exist for this station.
 OQ0810
 OQ0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0810
 OQ0810. The following values were computed from the NAD 83(1996) position.
 OQ0810
 OQ0810;                    North         East     Units Scale Factor Converg.
 OQ0810;SPC SD S     -   139,824.009   892,319.166   MT  0.99990793   +2 29 45.0
 OQ0810;SPC SD S     -   458,739.27  2,927,550.46   sFT  0.99990793   +2 29 45.0
 OQ0810;UTM  14      - 4,822,725.919   684,593.400   MT  1.00001915   +1 34 26.6
 OQ0810
 OQ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8459322725(NAD 83)
 OQ0810
 OQ0810                          SUPERSEDED SURVEY CONTROL
 OQ0810
 OQ0810  NAD 83(1995)-  43 32 04.76629(N)    096 42 55.45822(W) AD(       ) 3
 OQ0810  NAD 83(1986)-  43 32 04.76779(N)    096 42 55.43602(W) AD(       ) 3
 OQ0810  NAD 27      -  43 32 04.85900(N)    096 42 54.25500(W) AD(       ) 3
 OQ0810
 OQ0810.Superseded values are not recommended for survey control.
 OQ0810
 OQ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0810.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0810
 OQ0810_MARKER: 63 = STACK
 OQ0810
 OQ0810  HISTORY     - Date     Condition        Report By
 OQ0810  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0810
 OQ0810                          STATION DESCRIPTION
 OQ0810
 OQ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0810'POINT OBSERVED UPON WAS THE CENTER OF THE 75-FOOT (APPROXIMATE) RED
 OQ0810'BRICK STACK ATOP THE HEATING PLANT OF THE MC KENNAN HOSPITAL,
 OQ0810'LOCATED IN THE SOUTHEAST PORTION OF SIOUX FALLS, AT THE SOUTHWEST
 OQ0810'ANGLE OF THE INTERSECTION OF TWENTIETH STREET AND NINTH AVENUE.
 OQ0810'
 OQ0810'OBSERVED UPON FROM STATIONS STAD, PARK, AND HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0777 ***********************************************************************
 OQ0777  DESIGNATION -  SIOUX FALLS MENLO AVE TANK
 OQ0777  PID         -  OQ0777
 OQ0777  STATE/COUNTY-  SD/MINNEHAHA
 OQ0777  COUNTRY     -  US
 OQ0777  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0777
 OQ0777                         *CURRENT SURVEY CONTROL
 OQ0777  ______________________________________________________________________
 OQ0777* NAD 83(1996) POSITION- 43 32 03.02131(N) 096 44 22.27841(W)   ADJUSTED
 OQ0777  ______________________________________________________________________
 OQ0777  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 OQ0777  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 OQ0777  HORZ ORDER      -  THIRD
 OQ0777
 OQ0777.The horizontal coordinates were established by classical geodetic methods
 OQ0777.and adjusted by the National Geodetic Survey in January 1998.
 OQ0777
 OQ0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0777.GEOID18 height accuracy estimate available here.
 OQ0777
 OQ0777.Click photographs - Photos may exist for this station.
 OQ0777
 OQ0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0777
 OQ0777. The following values were computed from the NAD 83(1996) position.
 OQ0777
 OQ0777;                    North         East     Units Scale Factor Converg.
 OQ0777;SPC SD S     -   139,685.658   890,374.191   MT  0.99990795   +2 28 45.1
 OQ0777;SPC SD S     -   458,285.36  2,921,169.32   sFT  0.99990795   +2 28 45.1
 OQ0777;UTM  14      - 4,822,618.864   682,646.243   MT  1.00001035   +1 33 26.7
 OQ0777
 OQ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8264622618(NAD 83)
 OQ0777
 OQ0777                          SUPERSEDED SURVEY CONTROL
 OQ0777
 OQ0777  NAD 83(1995)-  43 32 03.02304(N)    096 44 22.27559(W) AD(       ) 3
 OQ0777  NAD 83(1986)-  43 32 03.02443(N)    096 44 22.25552(W) AD(       ) 3
 OQ0777  NAD 27      -  43 32 03.11500(N)    096 44 21.07400(W) AD(       ) 3
 OQ0777
 OQ0777.Superseded values are not recommended for survey control.
 OQ0777
 OQ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0777.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0777
 OQ0777_MARKER: 53 = ELEVATED TANK
 OQ0777
 OQ0777  HISTORY     - Date     Condition        Report By
 OQ0777  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0777
 OQ0777                          STATION DESCRIPTION
 OQ0777
 OQ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0777'POINT OBSERVED UPON IS FINIAL OF STEEL MUNICIPAL WATER TANK,
 OQ0777'96 FEET HIGH, LOCATED ON MENLO AVENUE BETWEEN WEST TWENTIETH AND
 OQ0777'WEST TWENTY FIRST STREET.
 OQ0777'
 OQ0777'OBSERVED UPON FROM STATIONS PARK, HOSPITAL, STAD, SHERMAN, AND
 OQ0777'PORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0806 ***********************************************************************
 OQ0806  DESIGNATION -  SIOUX FALLS N ST PWR CO STK
 OQ0806  PID         -  OQ0806
 OQ0806  STATE/COUNTY-  SD/MINNEHAHA
 OQ0806  COUNTRY     -  US
 OQ0806  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0806
 OQ0806                         *CURRENT SURVEY CONTROL
 OQ0806  ______________________________________________________________________
 OQ0806* NAD 83(1996) POSITION- 43 33 25.14113(N) 096 43 16.77000(W)   ADJUSTED
 OQ0806  ______________________________________________________________________
 OQ0806  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 OQ0806  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 OQ0806  HORZ ORDER      -  THIRD
 OQ0806
 OQ0806.The horizontal coordinates were established by classical geodetic methods
 OQ0806.and adjusted by the National Geodetic Survey in January 1998.
 OQ0806
 OQ0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0806.GEOID18 height accuracy estimate available here.
 OQ0806
 OQ0806.Click photographs - Photos may exist for this station.
 OQ0806
 OQ0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0806
 OQ0806. The following values were computed from the NAD 83(1996) position.
 OQ0806
 OQ0806;                    North         East     Units Scale Factor Converg.
 OQ0806;SPC SD S     -   142,281.194   891,733.364   MT  0.99990744   +2 29 30.3
 OQ0806;SPC SD S     -   466,800.88  2,925,628.55   sFT  0.99990744   +2 29 30.3
 OQ0806;UTM  14      - 4,825,192.479   684,047.129   MT  1.00001667   +1 34 14.2
 OQ0806
 OQ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8404725192(NAD 83)
 OQ0806
 OQ0806                          SUPERSEDED SURVEY CONTROL
 OQ0806
 OQ0806  NAD 83(1995)-  43 33 25.14240(N)    096 43 16.76788(W) AD(       ) 3
 OQ0806  NAD 83(1986)-  43 33 25.14495(N)    096 43 16.74511(W) AD(       ) 3
 OQ0806  NAD 27      -  43 33 25.23700(N)    096 43 15.56400(W) AD(       ) 3
 OQ0806
 OQ0806.Superseded values are not recommended for survey control.
 OQ0806
 OQ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0806.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0806
 OQ0806_MARKER: 63 = STACK
 OQ0806
 OQ0806  HISTORY     - Date     Condition        Report By
 OQ0806  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0806
 OQ0806                          STATION DESCRIPTION
 OQ0806
 OQ0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0806'POINT OBSERVED UPON IS CENTER OF CONCRETE STACK, ABOUT 180 FEET
 OQ0806'HIGH, AT NORTHERN STATES POWER CO., LOCATED ON WEST SIDE OF NORTH
 OQ0806'WEBBER AVENUE.
 OQ0806'
 OQ0806'OBSERVED UPON FROM STATIONS WELL 4, PARK, STAD, SHERMAN, AND
 OQ0806'HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0808 ***********************************************************************
 OQ0808  DESIGNATION -  SIOUX FALLS PENITENT SHORT STK
 OQ0808  PID         -  OQ0808
 OQ0808  STATE/COUNTY-  SD/MINNEHAHA
 OQ0808  COUNTRY     -  US
 OQ0808  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0808
 OQ0808                         *CURRENT SURVEY CONTROL
 OQ0808  ______________________________________________________________________
 OQ0808* NAD 83(1996) POSITION- 43 34 00.90543(N) 096 43 30.08531(W)   ADJUSTED
 OQ0808  ______________________________________________________________________
 OQ0808  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 OQ0808  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 OQ0808  HORZ ORDER      -  THIRD
 OQ0808
 OQ0808.The horizontal coordinates were established by classical geodetic methods
 OQ0808.and adjusted by the National Geodetic Survey in January 1998.
 OQ0808
 OQ0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0808.GEOID18 height accuracy estimate available here.
 OQ0808
 OQ0808.Click photographs - Photos may exist for this station.
 OQ0808
 OQ0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0808
 OQ0808. The following values were computed from the NAD 83(1996) position.
 OQ0808
 OQ0808;                    North         East     Units Scale Factor Converg.
 OQ0808;SPC SD S     -   143,370.828   891,386.884   MT  0.99990727   +2 29 21.1
 OQ0808;SPC SD S     -   470,375.79  2,924,491.80   sFT  0.99990727   +2 29 21.1
 OQ0808;UTM  14      - 4,826,287.660   683,718.172   MT  1.00001518   +1 34 06.1
 OQ0808
 OQ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8371826287(NAD 83)
 OQ0808
 OQ0808                          SUPERSEDED SURVEY CONTROL
 OQ0808
 OQ0808  NAD 83(1995)-  43 34 00.90666(N)    096 43 30.08313(W) AD(       ) 3
 OQ0808  NAD 83(1986)-  43 34 00.90968(N)    096 43 30.06031(W) AD(       ) 3
 OQ0808  NAD 27      -  43 34 01.00100(N)    096 43 28.87500(W) AD(       ) 3
 OQ0808
 OQ0808.Superseded values are not recommended for survey control.
 OQ0808
 OQ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0808.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0808
 OQ0808_MARKER: 63 = STACK
 OQ0808
 OQ0808  HISTORY     - Date     Condition        Report By
 OQ0808  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0808  HISTORY     - 1963     GOOD             CGS
 OQ0808
 OQ0808                          STATION DESCRIPTION
 OQ0808
 OQ0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0808'POINT OBSERVED UPON IS CENTER OF BRICK STACK OF LAUNDRY AND
 OQ0808'KITCHEN OF SOUTH DAKOTA STATE PENITENTIARY.  BUILT IN 1890 AND
 OQ0808'LOCATED ON NORTH SIDE OF SIOUX FALLS.
 OQ0808'
 OQ0808'OBSERVED UPON FROM STATIONS WELL 4, PARK, STAD, SHERMAN, AND
 OQ0808'HOSPITAL.
 OQ0808
 OQ0808                          STATION RECOVERY (1963)
 OQ0808
 OQ0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OQ0808'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0813 ***********************************************************************
 OQ0813  DESIGNATION -  SIOUX FALLS PRESBYTERIAN CH
 OQ0813  PID         -  OQ0813
 OQ0813  STATE/COUNTY-  SD/MINNEHAHA
 OQ0813  COUNTRY     -  US
 OQ0813  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0813
 OQ0813                         *CURRENT SURVEY CONTROL
 OQ0813  ______________________________________________________________________
 OQ0813* NAD 83(1996) POSITION- 43 33 03.67008(N) 096 42 49.99360(W)   ADJUSTED
 OQ0813  ______________________________________________________________________
 OQ0813  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0813  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 OQ0813  HORZ ORDER      -  THIRD
 OQ0813
 OQ0813.The horizontal coordinates were established by classical geodetic methods
 OQ0813.and adjusted by the National Geodetic Survey in January 1998.
 OQ0813
 OQ0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0813.GEOID18 height accuracy estimate available here.
 OQ0813
 OQ0813.Click photographs - Photos may exist for this station.
 OQ0813
 OQ0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0813
 OQ0813. The following values were computed from the NAD 83(1996) position.
 OQ0813
 OQ0813;                    North         East     Units Scale Factor Converg.
 OQ0813;SPC SD S     -   141,645.395   892,362.590   MT  0.99990756   +2 29 48.8
 OQ0813;SPC SD S     -   464,714.93  2,927,692.93   sFT  0.99990756   +2 29 48.8
 OQ0813;UTM  14      - 4,824,546.574   684,666.120   MT  1.00001948   +1 34 32.1
 OQ0813
 OQ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8466624546(NAD 83)
 OQ0813
 OQ0813                          SUPERSEDED SURVEY CONTROL
 OQ0813
 OQ0813  NAD 83(1995)-  43 33 03.67131(N)    096 42 49.99147(W) AD(       ) 3
 OQ0813  NAD 83(1986)-  43 33 03.67349(N)    096 42 49.96868(W) AD(       ) 3
 OQ0813  NAD 27      -  43 33 03.76000(N)    096 42 48.79000(W) AD(       ) 3
 OQ0813
 OQ0813.Superseded values are not recommended for survey control.
 OQ0813
 OQ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0813.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0813
 OQ0813_MARKER: 53 = ELEVATED TANK
 OQ0813
 OQ0813  HISTORY     - Date     Condition        Report By
 OQ0813  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0813
 OQ0813                          STATION DESCRIPTION
 OQ0813
 OQ0813'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0830 ***********************************************************************
 OQ0830  DESIGNATION -  SIOUX FALLS RAD STA KISD MAST
 OQ0830  PID         -  OQ0830
 OQ0830  STATE/COUNTY-  SD/MINNEHAHA
 OQ0830  COUNTRY     -  US
 OQ0830  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0830
 OQ0830                         *CURRENT SURVEY CONTROL
 OQ0830  ______________________________________________________________________
 OQ0830* NAD 83(1996) POSITION- 43 32 36.14281(N) 096 46 57.17994(W)   ADJUSTED
 OQ0830  ______________________________________________________________________
 OQ0830  GEOID HEIGHT    -        -26.334 (meters)                     GEOID18
 OQ0830  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 OQ0830  HORZ ORDER      -  THIRD
 OQ0830
 OQ0830.The horizontal coordinates were established by classical geodetic methods
 OQ0830.and adjusted by the National Geodetic Survey in January 1998.
 OQ0830
 OQ0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0830.GEOID18 height accuracy estimate available here.
 OQ0830
 OQ0830.Click photographs - Photos may exist for this station.
 OQ0830
 OQ0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0830
 OQ0830. The following values were computed from the NAD 83(1996) position.
 OQ0830
 OQ0830;                    North         East     Units Scale Factor Converg.
 OQ0830;SPC SD S     -   140,557.293   886,856.029   MT  0.99990772   +2 26 58.3
 OQ0830;SPC SD S     -   461,145.05  2,909,626.82   sFT  0.99990772   +2 26 58.3
 OQ0830;UTM  14      - 4,823,547.063   679,142.225   MT  0.99999476   +1 31 40.9
 OQ0830
 OQ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7914223547(NAD 83)
 OQ0830
 OQ0830                          SUPERSEDED SURVEY CONTROL
 OQ0830
 OQ0830  NAD 83(1995)-  43 32 36.14409(N)    096 46 57.17676(W) AD(       ) 3
 OQ0830  NAD 83(1986)-  43 32 36.14738(N)    096 46 57.15835(W) AD(       ) 3
 OQ0830  NAD 27      -  43 32 36.25500(N)    096 46 56.00400(W) AD(       ) 3
 OQ0830
 OQ0830.Superseded values are not recommended for survey control.
 OQ0830
 OQ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0830.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0830
 OQ0830_MARKER: 43 = RADIO/TV TOWER
 OQ0830
 OQ0830  HISTORY     - Date     Condition        Report By
 OQ0830  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0830  HISTORY     - 1953     GOOD             CGS
 OQ0830
 OQ0830                          STATION DESCRIPTION
 OQ0830
 OQ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0830'STATION IS LOCATED ABOUT 3 MILES WEST OF SIOUX FALLS, 100 YARDS
 OQ0830'SOUTH OF U.S. HIGHWAY 16 AND 1040 FEET NORTHEAST OF THE PRESENT
 OQ0830'KSOO TRANSMITTER TOWER.  THE PRESENT SITE OF KISD WAS THE
 OQ0830'ORIGINAL SITE OF KSOOS WOODEN TOWER.
 OQ0830'
 OQ0830'THE PRESENT TOWER IS OF STEEL CONSTRUCTION, 204 FEET HIGH, PAINTED
 OQ0830'RED AND WHITE AND HAS RED OBSTRUCTION LIGHTS.  THIS IS A GUYED
 OQ0830'TOWER.
 OQ0830'
 OQ0830'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 OQ0830'
 OQ0830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND S.
 OQ0830'GRANGE AVENUE IN WEST SIOUX FALLS, GO WEST ON U.S. HIGHWAY 16 FOR
 OQ0830'2.0 MILES TO THE STATION ON THE LEFT.
 OQ0830
 OQ0830                          STATION RECOVERY (1953)
 OQ0830
 OQ0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0830'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0796 ***********************************************************************
 OQ0796  DESIGNATION -  SIOUX FALLS S DAK DEAF SCH STK
 OQ0796  PID         -  OQ0796
 OQ0796  STATE/COUNTY-  SD/MINNEHAHA
 OQ0796  COUNTRY     -  US
 OQ0796  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0796
 OQ0796                         *CURRENT SURVEY CONTROL
 OQ0796  ______________________________________________________________________
 OQ0796* NAD 83(1996) POSITION- 43 32 52.80156(N) 096 42 09.62085(W)   ADJUSTED
 OQ0796  ______________________________________________________________________
 OQ0796  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 OQ0796  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 OQ0796  HORZ ORDER      -  THIRD
 OQ0796
 OQ0796.The horizontal coordinates were established by classical geodetic methods
 OQ0796.and adjusted by the National Geodetic Survey in January 1998.
 OQ0796
 OQ0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0796.GEOID18 height accuracy estimate available here.
 OQ0796
 OQ0796.Click photographs - Photos may exist for this station.
 OQ0796
 OQ0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0796
 OQ0796. The following values were computed from the NAD 83(1996) position.
 OQ0796
 OQ0796;                    North         East     Units Scale Factor Converg.
 OQ0796;SPC SD S     -   141,349.860   893,282.539   MT  0.99990762   +2 30 16.6
 OQ0796;SPC SD S     -   463,745.33  2,930,711.13   sFT  0.99990762   +2 30 16.6
 OQ0796;UTM  14      - 4,824,236.249   685,581.303   MT  1.00002365   +1 34 59.6
 OQ0796
 OQ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8558124236(NAD 83)
 OQ0796
 OQ0796                          SUPERSEDED SURVEY CONTROL
 OQ0796
 OQ0796  NAD 83(1995)-  43 32 52.80287(N)    096 42 09.61863(W) AD(       ) 3
 OQ0796  NAD 83(1986)-  43 32 52.80469(N)    096 42 09.59600(W) AD(       ) 3
 OQ0796  NAD 27      -  43 32 52.89500(N)    096 42 08.41800(W) AD(       ) 3
 OQ0796
 OQ0796.Superseded values are not recommended for survey control.
 OQ0796
 OQ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0796.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0796
 OQ0796_MARKER: 63 = STACK
 OQ0796
 OQ0796  HISTORY     - Date     Condition        Report By
 OQ0796  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0796
 OQ0796                          STATION DESCRIPTION
 OQ0796
 OQ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0796'POINT OBSERVED UPON WAS THE CENTER OF THE 100-FOOT (APPROXIMATE)
 OQ0796'BRICK STACK AT THE HEATING PLANT OF THE SOUTH DAKOTA SCHOOL FOR
 OQ0796'DEAF, LOCATED IN THE EAST PORTION OF SIOUX FALLS.
 OQ0796'
 OQ0796'OBSERVED UPON FROM STATIONS STAD, HOSPITAL, PARK, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0801 ***********************************************************************
 OQ0801  DESIGNATION -  SIOUX FALLS SIOUX VAL HOSP STK
 OQ0801  PID         -  OQ0801
 OQ0801  STATE/COUNTY-  SD/MINNEHAHA
 OQ0801  COUNTRY     -  US
 OQ0801  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0801
 OQ0801                         *CURRENT SURVEY CONTROL
 OQ0801  ______________________________________________________________________
 OQ0801* NAD 83(1996) POSITION- 43 32 06.99526(N) 096 44 36.16862(W)   ADJUSTED
 OQ0801  ______________________________________________________________________
 OQ0801  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 OQ0801  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 OQ0801  HORZ ORDER      -  THIRD
 OQ0801
 OQ0801.The horizontal coordinates were established by classical geodetic methods
 OQ0801.and adjusted by the National Geodetic Survey in January 1998.
 OQ0801
 OQ0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0801.GEOID18 height accuracy estimate available here.
 OQ0801
 OQ0801.Click photographs - Photos may exist for this station.
 OQ0801
 OQ0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0801
 OQ0801. The following values were computed from the NAD 83(1996) position.
 OQ0801
 OQ0801;                    North         East     Units Scale Factor Converg.
 OQ0801;SPC SD S     -   139,794.694   890,057.335   MT  0.99990792   +2 28 35.5
 OQ0801;SPC SD S     -   458,643.09  2,920,129.77   sFT  0.99990792   +2 28 35.5
 OQ0801;UTM  14      - 4,822,732.995   682,331.150   MT  1.00000894   +1 33 17.2
 OQ0801
 OQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8233122732(NAD 83)
 OQ0801
 OQ0801                          SUPERSEDED SURVEY CONTROL
 OQ0801
 OQ0801  NAD 83(1995)-  43 32 06.99676(N)    096 44 36.16622(W) AD(       ) 3
 OQ0801  NAD 83(1986)-  43 32 06.99857(N)    096 44 36.14569(W) AD(       ) 3
 OQ0801  NAD 27      -  43 32 07.09100(N)    096 44 34.96100(W) AD(       ) 3
 OQ0801
 OQ0801.Superseded values are not recommended for survey control.
 OQ0801
 OQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0801.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0801
 OQ0801_MARKER: 63 = STACK
 OQ0801
 OQ0801  HISTORY     - Date     Condition        Report By
 OQ0801  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0801
 OQ0801                          STATION DESCRIPTION
 OQ0801
 OQ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0801'POINT OBSERVED UPON IS CENTER OF RED BRICK STACK ON HEATING PLANT
 OQ0801'OF SIOUX VALLEY HOSPITAL.  STACK IS LOCATED ON WEST SIDE OF
 OQ0801'HOSPITAL WHICH IS ON WEST SIDE OF EUCLID AVENUE BETWEEN WEST
 OQ0801'NINETEENTH AND WEST TWENTIETH STREETS.
 OQ0801'
 OQ0801'OBSERVED UPON FROM STATIONS WELL 4, PARK, HOSPITAL, SHERMAN, PORT,
 OQ0801'AND STAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0781 ***********************************************************************
 OQ0781  DESIGNATION -  SIOUX FALLS ST JOSEPHS SCH STK
 OQ0781  PID         -  OQ0781
 OQ0781  STATE/COUNTY-  SD/MINNEHAHA
 OQ0781  COUNTRY     -  US
 OQ0781  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0781
 OQ0781                         *CURRENT SURVEY CONTROL
 OQ0781  ______________________________________________________________________
 OQ0781* NAD 83(1996) POSITION- 43 33 11.44554(N) 096 44 07.01338(W)   ADJUSTED
 OQ0781  ______________________________________________________________________
 OQ0781  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OQ0781  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 OQ0781  HORZ ORDER      -  THIRD
 OQ0781
 OQ0781.The horizontal coordinates were established by classical geodetic methods
 OQ0781.and adjusted by the National Geodetic Survey in January 1998.
 OQ0781
 OQ0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0781.GEOID18 height accuracy estimate available here.
 OQ0781
 OQ0781.Click photographs - Photos may exist for this station.
 OQ0781
 OQ0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0781
 OQ0781. The following values were computed from the NAD 83(1996) position.
 OQ0781
 OQ0781;                    North         East     Units Scale Factor Converg.
 OQ0781;SPC SD S     -   141,810.027   890,625.141   MT  0.99990752   +2 28 55.6
 OQ0781;SPC SD S     -   465,255.06  2,921,992.65   sFT  0.99990752   +2 28 55.6
 OQ0781;UTM  14      - 4,824,739.141   682,931.355   MT  1.00001164   +1 33 39.2
 OQ0781
 OQ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8293124739(NAD 83)
 OQ0781
 OQ0781                          SUPERSEDED SURVEY CONTROL
 OQ0781
 OQ0781  NAD 83(1995)-  43 33 11.44686(N)    096 44 07.01115(W) AD(       ) 3
 OQ0781  NAD 83(1986)-  43 33 11.44945(N)    096 44 06.98925(W) AD(       ) 3
 OQ0781  NAD 27      -  43 33 11.54200(N)    096 44 05.80600(W) AD(       ) 3
 OQ0781
 OQ0781.Superseded values are not recommended for survey control.
 OQ0781
 OQ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0781.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0781
 OQ0781_MARKER: 63 = STACK
 OQ0781
 OQ0781  HISTORY     - Date     Condition        Report By
 OQ0781  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0781
 OQ0781                          STATION DESCRIPTION
 OQ0781
 OQ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0781'POINT OBSERVED UPON IS CENTER OF STACK (RED BRICK), ABOUT 100
 OQ0781'FEET HIGH ON SOUTHEAST CORNER OF ST. JOSEPHS CATHEDRAL SCHOOL,
 OQ0781'LOCATED AT NORTHWEST CORNER OF CATHEDRAL, WHICH IS ON NORTHWEST
 OQ0781'CORNER OF WEST FIFTH STREET AND DULUTH AVENUE.
 OQ0781'
 OQ0781'OBSERVED UPON FROM STATIONS WELL 4, PARK, STAD, SHERMAN, AND
 OQ0781'HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0784 ***********************************************************************
 OQ0784  DESIGNATION -  SIOUX FALLS ST JOSEPHS N SPIRE
 OQ0784  PID         -  OQ0784
 OQ0784  STATE/COUNTY-  SD/MINNEHAHA
 OQ0784  COUNTRY     -  US
 OQ0784  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0784
 OQ0784                         *CURRENT SURVEY CONTROL
 OQ0784  ______________________________________________________________________
 OQ0784* NAD 83(1996) POSITION- 43 33 10.69728(N) 096 44 04.70193(W)   ADJUSTED
 OQ0784  ______________________________________________________________________
 OQ0784  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OQ0784  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 OQ0784  HORZ ORDER      -  THIRD
 OQ0784
 OQ0784.The horizontal coordinates were established by classical geodetic methods
 OQ0784.and adjusted by the National Geodetic Survey in January 1998.
 OQ0784
 OQ0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0784.GEOID18 height accuracy estimate available here.
 OQ0784
 OQ0784.Click photographs - Photos may exist for this station.
 OQ0784
 OQ0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0784
 OQ0784. The following values were computed from the NAD 83(1996) position.
 OQ0784
 OQ0784;                    North         East     Units Scale Factor Converg.
 OQ0784;SPC SD S     -   141,789.205   890,677.970   MT  0.99990752   +2 28 57.2
 OQ0784;SPC SD S     -   465,186.75  2,922,165.97   sFT  0.99990752   +2 28 57.2
 OQ0784;UTM  14      - 4,824,717.470   682,983.849   MT  1.00001187   +1 33 40.8
 OQ0784
 OQ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8298324717(NAD 83)
 OQ0784
 OQ0784                          SUPERSEDED SURVEY CONTROL
 OQ0784
 OQ0784  NAD 83(1995)-  43 33 10.69875(N)    096 44 04.69934(W) AD(       ) 3
 OQ0784  NAD 83(1986)-  43 33 10.70112(N)    096 44 04.67794(W) AD(       ) 3
 OQ0784  NAD 27      -  43 33 10.79400(N)    096 44 03.49500(W) AD(       ) 3
 OQ0784
 OQ0784.Superseded values are not recommended for survey control.
 OQ0784
 OQ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0784.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0784
 OQ0784_MARKER: 90 = CHURCH SPIRE
 OQ0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0784+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0784
 OQ0784  HISTORY     - Date     Condition        Report By
 OQ0784  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0784  HISTORY     - 1963     GOOD             CGS
 OQ0784  HISTORY     - 1968     GOOD             CGS
 OQ0784  HISTORY     - 1975     GOOD             NGS
 OQ0784  HISTORY     - 1983     GOOD             NGS
 OQ0784  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0784
 OQ0784                          STATION DESCRIPTION
 OQ0784
 OQ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0784'POINT OBSERVED UPON IS TIP OF SPIRE ON NORTHEAST CORNER OF ST.
 OQ0784'JOSEPHS CATHEDRAL, ABOUT 150 FEET HIGH, STONE BUILDING BUILT IN
 OQ0784'1916, AND LOCATED ON NORTHWEST CORNER OF WEST FIFTH STREET AND
 OQ0784'DULUTH AVENUE.
 OQ0784'
 OQ0784'OBSERVED UPON FROM STATIONS PORT, WELL 4, PARK, STAD, SHERMAN,
 OQ0784'AND HOSPITAL.
 OQ0784
 OQ0784                          STATION RECOVERY (1963)
 OQ0784
 OQ0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OQ0784'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OQ0784
 OQ0784                          STATION RECOVERY (1968)
 OQ0784
 OQ0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 OQ0784'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0784'CONDITION.
 OQ0784'
 OQ0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 OQ0784'SIOUX FALLS, SOUTH DAKOTA.
 OQ0784
 OQ0784                          STATION RECOVERY (1975)
 OQ0784
 OQ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 OQ0784'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0784'CONDITION.
 OQ0784'
 OQ0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0784'IN SIOUX FALLS.
 OQ0784
 OQ0784                          STATION RECOVERY (1983)
 OQ0784
 OQ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 OQ0784'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OQ0784'
 OQ0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SIOUX FALLS.
 OQ0784
 OQ0784                          STATION RECOVERY (2012)
 OQ0784
 OQ0784'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0788 ***********************************************************************
 OQ0788  DESIGNATION -  SIOUX FALLS ST JOSEPHS S SPIRE
 OQ0788  PID         -  OQ0788
 OQ0788  STATE/COUNTY-  SD/MINNEHAHA
 OQ0788  COUNTRY     -  US
 OQ0788  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0788
 OQ0788                         *CURRENT SURVEY CONTROL
 OQ0788  ______________________________________________________________________
 OQ0788* NAD 83(1996) POSITION- 43 33 10.10633(N) 096 44 04.69682(W)   ADJUSTED
 OQ0788  ______________________________________________________________________
 OQ0788  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 OQ0788  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 OQ0788  HORZ ORDER      -  THIRD
 OQ0788
 OQ0788.The horizontal coordinates were established by classical geodetic methods
 OQ0788.and adjusted by the National Geodetic Survey in January 1998.
 OQ0788
 OQ0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0788.GEOID18 height accuracy estimate available here.
 OQ0788
 OQ0788.Click photographs - Photos may exist for this station.
 OQ0788
 OQ0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0788
 OQ0788. The following values were computed from the NAD 83(1996) position.
 OQ0788
 OQ0788;                    North         East     Units Scale Factor Converg.
 OQ0788;SPC SD S     -   141,770.991   890,678.875   MT  0.99990752   +2 28 57.2
 OQ0788;SPC SD S     -   465,126.99  2,922,168.94   sFT  0.99990752   +2 28 57.2
 OQ0788;UTM  14      - 4,824,699.242   682,984.460   MT  1.00001187   +1 33 40.7
 OQ0788
 OQ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8298424699(NAD 83)
 OQ0788
 OQ0788                          SUPERSEDED SURVEY CONTROL
 OQ0788
 OQ0788  NAD 83(1995)-  43 33 10.10767(N)    096 44 04.69435(W) AD(       ) 3
 OQ0788  NAD 83(1986)-  43 33 10.11020(N)    096 44 04.67277(W) AD(       ) 3
 OQ0788  NAD 27      -  43 33 10.20200(N)    096 44 03.49000(W) AD(       ) 3
 OQ0788
 OQ0788.Superseded values are not recommended for survey control.
 OQ0788
 OQ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0788.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0788
 OQ0788_MARKER: 90 = CHURCH SPIRE
 OQ0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0788+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0788
 OQ0788  HISTORY     - Date     Condition        Report By
 OQ0788  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0788  HISTORY     - 1963     GOOD             CGS
 OQ0788  HISTORY     - 1975     GOOD             NGS
 OQ0788  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0788
 OQ0788                          STATION DESCRIPTION
 OQ0788
 OQ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0788'POINT OBSERVED UPON IS TIP OF SPIRE ON SOUTHEAST CORNER OF ST.
 OQ0788'JOSEPHS CATHEDRAL, ABOUT 150 FEET HIGH, STONE BUILDING, BUILT
 OQ0788'IN 1916, AND LOCATED ON NORTHWEST CORNER OF WEST FIFTH STREET
 OQ0788'AND DULUTH AVENUE.
 OQ0788'
 OQ0788'OBSERVED UPON FROM STATIONS PORT, WELL 4, PARK, STAD, SHERMAN, AND
 OQ0788'HOSPITAL.
 OQ0788
 OQ0788                          STATION RECOVERY (1963)
 OQ0788
 OQ0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OQ0788'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OQ0788
 OQ0788                          STATION RECOVERY (1975)
 OQ0788
 OQ0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 OQ0788'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0788'CONDITION.
 OQ0788'
 OQ0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0788'IN SIOUX FALLS.
 OQ0788
 OQ0788                          STATION RECOVERY (2012)
 OQ0788
 OQ0788'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0832 ***********************************************************************
 OQ0832  DESIGNATION -  SIOUX FALLS UNION PACK CO STK
 OQ0832  PID         -  OQ0832
 OQ0832  STATE/COUNTY-  SD/MINNEHAHA
 OQ0832  COUNTRY     -  US
 OQ0832  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0832
 OQ0832                         *CURRENT SURVEY CONTROL
 OQ0832  ______________________________________________________________________
 OQ0832* NAD 83(1996) POSITION- 43 31 27.72598(N) 096 46 47.43571(W)   ADJUSTED
 OQ0832  ______________________________________________________________________
 OQ0832  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 OQ0832  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 OQ0832  HORZ ORDER      -  THIRD
 OQ0832
 OQ0832.The horizontal coordinates were established by classical geodetic methods
 OQ0832.and adjusted by the National Geodetic Survey in January 1998.
 OQ0832
 OQ0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0832.GEOID18 height accuracy estimate available here.
 OQ0832
 OQ0832.Click photographs - Photos may exist for this station.
 OQ0832
 OQ0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0832
 OQ0832. The following values were computed from the NAD 83(1996) position.
 OQ0832
 OQ0832;                    North         East     Units Scale Factor Converg.
 OQ0832;SPC SD S     -   138,457.292   887,164.867   MT  0.99990821   +2 27 05.0
 OQ0832;SPC SD S     -   454,255.30  2,910,640.07   sFT  0.99990821   +2 27 05.0
 OQ0832;UTM  14      - 4,821,442.182   679,417.263   MT  0.99999597   +1 31 45.6
 OQ0832
 OQ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7941721442(NAD 83)
 OQ0832
 OQ0832                          SUPERSEDED SURVEY CONTROL
 OQ0832
 OQ0832  NAD 83(1995)-  43 31 27.72780(N)    096 46 47.43251(W) AD(       ) 3
 OQ0832  NAD 83(1986)-  43 31 27.72956(N)    096 46 47.41439(W) AD(       ) 3
 OQ0832  NAD 27      -  43 31 27.82200(N)    096 46 46.23100(W) AD(       ) 3
 OQ0832
 OQ0832.Superseded values are not recommended for survey control.
 OQ0832
 OQ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0832.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0832
 OQ0832_MARKER: 63 = STACK
 OQ0832
 OQ0832  HISTORY     - Date     Condition        Report By
 OQ0832  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0832
 OQ0832                          STATION DESCRIPTION
 OQ0832
 OQ0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0832'POINT OBSERVED UPON WAS THE CENTER OF THE 125-FOOT (APPROXIMATELY)
 OQ0832'SANDSTONE AND RED BRICK STACK OF THE UNION PACKING CO., LOCATED
 OQ0832'ABOUT 3 MILES WEST AND 1-1/4 MILES SOUTH OF THE DOWNTOWN
 OQ0832'BUSINESS SECTION OF SIOUX FALLS.  THE FIRST 100 FEET OF THE STACK
 OQ0832'IS SQUARE AND THE REMAINDER ROUND.
 OQ0832'
 OQ0832'OBSERVED UPON FROM STATIONS SHERMAN, PARK, HOSPITAL, AND PORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8013 ***********************************************************************
 AC8013  CBN         -  This is a Cooperative Base Network Control Station.
 AC8013  DESIGNATION -  SIOUX FALLS URS STATION
 AC8013  PID         -  AC8013
 AC8013  STATE/COUNTY-  SD/MINNEHAHA
 AC8013  COUNTRY     -  US
 AC8013  USGS QUAD   -  SIOUX FALLS EAST (2017)
 AC8013
 AC8013                         *CURRENT SURVEY CONTROL
 AC8013  ______________________________________________________________________
 AC8013* NAD 83(2011) POSITION- 43 34 19.39032(N) 096 43 42.61585(W)   ADJUSTED
 AC8013* NAD 83(2011) ELLIP HT-   428.275 (meters)        (06/27/12)   ADJUSTED
 AC8013* NAD 83(2011) EPOCH   -  2010.00
 AC8013* NAVD 88 ORTHO HEIGHT -   454.6   (meters)     1491.    (feet) GPS OBS
 AC8013  ______________________________________________________________________
 AC8013  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8013  GEOID HEIGHT    -        -26.277 (meters)                     GEOID96
 AC8013  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 AC8013  NAD 83(2011) X  -   -542,319.457 (meters)                     COMP
 AC8013  NAD 83(2011) Y  - -4,596,808.315 (meters)                     COMP
 AC8013  NAD 83(2011) Z  -  4,374,060.336 (meters)                     COMP
 AC8013  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AC8013
 AC8013  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8013  Standards:
 AC8013         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8013            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8013  -------------------------------------------------------------------
 AC8013  NETWORK    0.57   1.74           0.26   0.20   0.89     -0.13972772
 AC8013  -------------------------------------------------------------------
 AC8013  Click here for local accuracies and other accuracy information.
 AC8013
 AC8013.The horizontal coordinates were established by GPS observations
 AC8013.and adjusted by the National Geodetic Survey in June 2012.
 AC8013
 AC8013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8013.been affixed to the stable North American tectonic plate. See 
 AC8013.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8013
 AC8013.The horizontal coordinates are valid at the epoch date displayed above
 AC8013.which is a decimal equivalence of Year/Month/Day.
 AC8013
 AC8013.The orthometric height was determined by GPS observations and a
 AC8013.high-resolution geoid model.
 AC8013
 AC8013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8013.GEOID18 height accuracy estimate available here.
 AC8013
 AC8013.Click photographs - Photos may exist for this station.
 AC8013
 AC8013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8013
 AC8013.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8013
 AC8013.The ellipsoidal height was determined by GPS observations
 AC8013.and is referenced to NAD 83.
 AC8013
 AC8013. The following values were computed from the NAD 83(2011) position.
 AC8013
 AC8013;                    North         East     Units Scale Factor Converg.
 AC8013;SPC SD S     -   143,928.516   891,081.227   MT  0.99990720   +2 29 12.5
 AC8013;SPC SD S     -   472,205.47  2,923,488.99   sFT  0.99990720   +2 29 12.5
 AC8013;UTM  14      - 4,826,850.248   683,421.486   MT  1.00001384   +1 33 58.0
 AC8013
 AC8013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8013!SPC SD S     -   0.99993285  x   0.99990720  =   0.99984005
 AC8013!UTM  14      -   0.99993285  x   1.00001384  =   0.99994668
 AC8013
 AC8013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8342126850(NAD 83)
 AC8013
 AC8013                          SUPERSEDED SURVEY CONTROL
 AC8013
 AC8013  NAD 83(2007)-  43 34 19.39029(N)    096 43 42.61675(W) AD(2002.00) 0
 AC8013  ELLIP H (02/10/07)  428.304  (m)                       GP(2002.00)    
 AC8013  ELLIP H (04/15/04)  428.326  (m)                       GP(       ) 2 1
 AC8013  NAD 83(1996)-  43 34 19.38986(N)    096 43 42.61601(W) AD(       ) B
 AC8013  ELLIP H (04/18/97)  428.335  (m)                       GP(       ) 4 1
 AC8013
 AC8013.Superseded values are not recommended for survey control.
 AC8013
 AC8013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8013.See file dsdata.pdf to determine how the superseded data were derived.
 AC8013
 AC8013_MARKER: Z = SEE DESCRIPTION
 AC8013_SETTING: 0 = UNSPECIFIED SETTING
 AC8013_MARK LOGO: SD2450
 AC8013_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8013+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AC8013
 AC8013  HISTORY     - Date     Condition        Report By
 AC8013  HISTORY     - 1996     MONUMENTED       SD2450
 AC8013  HISTORY     - 19960701 GOOD             NGS
 AC8013
 AC8013                          STATION DESCRIPTION
 AC8013
 AC8013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8013'THE STATION IS LOCATED IN SIOUX FALLS, AT THE SIOUX FALLS WATER
 AC8013'PURIFICATION PLANT, 2100 NORTH MINNESOTA AVENUE, SIOUX FALLS SD 57104.
 AC8013'CONTACT IS RANDY SCHOELLERMAN, SIOUX FALLS CITY ENGINEERING OFFICE,
 AC8013'224 WEST 9TH STREET, SIOUX FALLS SD 57102.  THE STATION IS THE TOP OF
 AC8013'A 2-INCH METAL PIPE WHICH IS ATTACHED TO THE SOUTH WALL NEAR THE
 AC8013'SOUTHWEST CORNER OF THE TALLEST PART OF PLANT BUILDING.  A TRIMBLE
 AC8013'ANTENNA P/N 23903-00, S/N 0220056100 WAS MOUNTED TO THE TOP OF THE
 AC8013'POLE AT THIS DATE.  THE DATUM POINT IS THE TOP CENTER OF THE METAL
 AC8013'PIPE (WHERE TOP OF PIPE AND BOTTOM OF ANTENNA MEET).  A WEATHER DOME
 AC8013'COVERED ANTENNA DURING GPS OBSERVATIONS.  THE STATION IS A
 AC8013'CONTINUOUSLY OPERATING REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0833 ***********************************************************************
 OQ0833  DESIGNATION -  SIOUX FALLS VA HOSPITAL TANK
 OQ0833  PID         -  OQ0833
 OQ0833  STATE/COUNTY-  SD/MINNEHAHA
 OQ0833  COUNTRY     -  US
 OQ0833  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0833
 OQ0833                         *CURRENT SURVEY CONTROL
 OQ0833  ______________________________________________________________________
 OQ0833* NAD 83(1996) POSITION- 43 31 49.84981(N) 096 45 27.28511(W)   ADJUSTED
 OQ0833  ______________________________________________________________________
 OQ0833  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 OQ0833  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 OQ0833  HORZ ORDER      -  THIRD
 OQ0833
 OQ0833.The horizontal coordinates were established by classical geodetic methods
 OQ0833.and adjusted by the National Geodetic Survey in January 1998.
 OQ0833
 OQ0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0833.GEOID18 height accuracy estimate available here.
 OQ0833
 OQ0833.Click photographs - Photos may exist for this station.
 OQ0833
 OQ0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0833
 OQ0833. The following values were computed from the NAD 83(1996) position.
 OQ0833
 OQ0833;                    North         East     Units Scale Factor Converg.
 OQ0833;SPC SD S     -   139,216.601   888,933.579   MT  0.99990804   +2 28 00.3
 OQ0833;SPC SD S     -   456,746.47  2,916,442.92   sFT  0.99990804   +2 28 00.3
 OQ0833;UTM  14      - 4,822,173.000   681,198.128   MT  1.00000387   +1 32 41.5
 OQ0833
 OQ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8119822173(NAD 83)
 OQ0833
 OQ0833                          SUPERSEDED SURVEY CONTROL
 OQ0833
 OQ0833  NAD 83(1995)-  43 31 49.85077(N)    096 45 27.28280(W) AD(       ) 3
 OQ0833  NAD 83(1986)-  43 31 49.85381(N)    096 45 27.26294(W) AD(       ) 3
 OQ0833  NAD 27      -  43 31 49.94000(N)    096 45 26.07100(W) AD(       ) 3
 OQ0833
 OQ0833.Superseded values are not recommended for survey control.
 OQ0833
 OQ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0833.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0833
 OQ0833_MARKER: 53 = ELEVATED TANK
 OQ0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0833+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OQ0833
 OQ0833  HISTORY     - Date     Condition        Report By
 OQ0833  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0833  HISTORY     - 1953     GOOD             CGS
 OQ0833  HISTORY     - 1956     GOOD             CGS
 OQ0833  HISTORY     - 1963     GOOD             CGS
 OQ0833  HISTORY     - 1968     GOOD             CGS
 OQ0833  HISTORY     - 20120725 GOOD             GEOCAC
 OQ0833
 OQ0833                          STATION DESCRIPTION
 OQ0833
 OQ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0833'STATION IS LOCATED ON THE SOUTHWEST EDGE OF SIOUX FALLS ON THE
 OQ0833'GROUNDS OF THE VETERANS ADMINISTRATION HOSPITAL.
 OQ0833'
 OQ0833'THE TANK IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 168 FEET HIGH,
 OQ0833'PAINTED GRAY AND THE LEGS AT THE BASE ARE 30 FEET APART.
 OQ0833'
 OQ0833'THE POINT INTERSECTED WAS THE FINIAL AT THE TOP OF THE CENTER OF
 OQ0833'TANK.  THERE IS A RED OBSTRUCTION LIGHT AT THE TOP OF THE TANK,
 OQ0833'ALSO.
 OQ0833
 OQ0833                          STATION RECOVERY (1953)
 OQ0833
 OQ0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 OQ0833'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OQ0833
 OQ0833                          STATION RECOVERY (1956)
 OQ0833
 OQ0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 OQ0833'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OQ0833
 OQ0833                          STATION RECOVERY (1963)
 OQ0833
 OQ0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OQ0833'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 OQ0833
 OQ0833                          STATION RECOVERY (1968)
 OQ0833
 OQ0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 OQ0833'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OQ0833'
 OQ0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 OQ0833'SIOUX FALLS, SOUTH DAKOTA.
 OQ0833
 OQ0833                          STATION RECOVERY (2012)
 OQ0833
 OQ0833'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 OQ0833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0803 ***********************************************************************
 OQ0803  DESIGNATION -  SIOUX FALLS WATER WORKS STACK
 OQ0803  PID         -  OQ0803
 OQ0803  STATE/COUNTY-  SD/MINNEHAHA
 OQ0803  COUNTRY     -  US
 OQ0803  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0803
 OQ0803                         *CURRENT SURVEY CONTROL
 OQ0803  ______________________________________________________________________
 OQ0803* NAD 83(1996) POSITION- 43 34 15.80651(N) 096 43 42.39629(W)   ADJUSTED
 OQ0803  ______________________________________________________________________
 OQ0803  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 OQ0803  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 OQ0803  HORZ ORDER      -  THIRD
 OQ0803
 OQ0803.The horizontal coordinates were established by classical geodetic methods
 OQ0803.and adjusted by the National Geodetic Survey in January 1998.
 OQ0803
 OQ0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0803.GEOID18 height accuracy estimate available here.
 OQ0803
 OQ0803.Click photographs - Photos may exist for this station.
 OQ0803
 OQ0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0803
 OQ0803. The following values were computed from the NAD 83(1996) position.
 OQ0803
 OQ0803;                    North         East     Units Scale Factor Converg.
 OQ0803;SPC SD S     -   143,818.240   891,090.948   MT  0.99990721   +2 29 12.6
 OQ0803;SPC SD S     -   471,843.68  2,923,520.89   sFT  0.99990721   +2 29 12.6
 OQ0803;UTM  14      - 4,826,739.818   683,429.433   MT  1.00001388   +1 33 58.0
 OQ0803
 OQ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8342926739(NAD 83)
 OQ0803
 OQ0803                          SUPERSEDED SURVEY CONTROL
 OQ0803
 OQ0803  NAD 83(1995)-  43 34 15.80768(N)    096 43 42.39426(W) AD(       ) 3
 OQ0803  NAD 83(1986)-  43 34 15.81088(N)    096 43 42.37086(W) AD(       ) 3
 OQ0803  NAD 27      -  43 34 15.90300(N)    096 43 41.19200(W) AD(       ) 3
 OQ0803
 OQ0803.Superseded values are not recommended for survey control.
 OQ0803
 OQ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0803.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0803
 OQ0803_MARKER: 63 = STACK
 OQ0803
 OQ0803  HISTORY     - Date     Condition        Report By
 OQ0803  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0803
 OQ0803                          STATION DESCRIPTION
 OQ0803
 OQ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0803'POINT OBSERVED UPON IS CENTER OF BRICK AND CONCRETE STACK AT
 OQ0803'SIOUX FALLS MUNICIPAL WATER WORKS, LOCATED ABOUT 1/2 MILE NORTH
 OQ0803'ON NORTH END OF NORTH MAIN AVENUE.  ABOUT 80 FEET HIGH.
 OQ0803'
 OQ0803'OBSERVED UPON FROM STATIONS WELL 4, PARK, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0782 ***********************************************************************
 OQ0782  DESIGNATION -  SIOUX FALLS WELL 10
 OQ0782  PID         -  OQ0782
 OQ0782  STATE/COUNTY-  SD/MINNEHAHA
 OQ0782  COUNTRY     -  US
 OQ0782  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0782
 OQ0782                         *CURRENT SURVEY CONTROL
 OQ0782  ______________________________________________________________________
 OQ0782* NAD 83(1996) POSITION- 43 34 23.89422(N) 096 44 56.42728(W)   ADJUSTED
 OQ0782  ______________________________________________________________________
 OQ0782  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 OQ0782  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 OQ0782  HORZ ORDER      -  THIRD
 OQ0782
 OQ0782.The horizontal coordinates were established by classical geodetic methods
 OQ0782.and adjusted by the National Geodetic Survey in January 1998.
 OQ0782
 OQ0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0782.GEOID18 height accuracy estimate available here.
 OQ0782
 OQ0782.Click photographs - Photos may exist for this station.
 OQ0782
 OQ0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0782
 OQ0782. The following values were computed from the NAD 83(1996) position.
 OQ0782
 OQ0782;                    North         East     Units Scale Factor Converg.
 OQ0782;SPC SD S     -   143,995.721   889,420.680   MT  0.99990718   +2 28 21.6
 OQ0782;SPC SD S     -   472,425.96  2,918,041.01   sFT  0.99990718   +2 28 21.6
 OQ0782;UTM  14      - 4,826,944.136   681,762.062   MT  1.00000639   +1 33 07.2
 OQ0782
 OQ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8176226944(NAD 83)
 OQ0782
 OQ0782                          SUPERSEDED SURVEY CONTROL
 OQ0782
 OQ0782  NAD 83(1995)-  43 34 23.89521(N)    096 44 56.42494(W) AD(       ) 3
 OQ0782  NAD 83(1986)-  43 34 23.89943(N)    096 44 56.40310(W) AD(       ) 3
 OQ0782  NAD 27      -  43 34 23.99300(N)    096 44 55.21900(W) AD(       ) 3
 OQ0782
 OQ0782.Superseded values are not recommended for survey control.
 OQ0782
 OQ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0782.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0782
 OQ0782_MARKER: Z = SEE DESCRIPTION
 OQ0782
 OQ0782  HISTORY     - Date     Condition        Report By
 OQ0782  HISTORY     - 1935     MONUMENTED       CGS
 OQ0782
 OQ0782                          STATION DESCRIPTION
 OQ0782
 OQ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0782'POINT OBSERVED UPON IS CENTER OF WELLHOUSE OF MUNICIPAL WATER
 OQ0782'WELL NO. 10, LOCATED ON NORTH SIDE OF SIOUX FALLS, IN THE
 OQ0782'NE 1/4 NW 1/4 SEC. 5.
 OQ0782'
 OQ0782'OBSERVED UPON FROM STATIONS HOSPITAL, SHERMAN, AND PARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0790 ***********************************************************************
 OQ0790  DESIGNATION -  SIOUX FALLS WELL 3
 OQ0790  PID         -  OQ0790
 OQ0790  STATE/COUNTY-  SD/MINNEHAHA
 OQ0790  COUNTRY     -  US
 OQ0790  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0790
 OQ0790                         *CURRENT SURVEY CONTROL
 OQ0790  ______________________________________________________________________
 OQ0790* NAD 83(1996) POSITION- 43 34 24.98848(N) 096 44 13.17169(W)   ADJUSTED
 OQ0790  ______________________________________________________________________
 OQ0790  GEOID HEIGHT    -        -26.330 (meters)                     GEOID18
 OQ0790  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 OQ0790  HORZ ORDER      -  THIRD
 OQ0790
 OQ0790.The horizontal coordinates were established by classical geodetic methods
 OQ0790.and adjusted by the National Geodetic Survey in January 1998.
 OQ0790
 OQ0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0790.GEOID18 height accuracy estimate available here.
 OQ0790
 OQ0790.Click photographs - Photos may exist for this station.
 OQ0790
 OQ0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0790
 OQ0790. The following values were computed from the NAD 83(1996) position.
 OQ0790
 OQ0790;                    North         East     Units Scale Factor Converg.
 OQ0790;SPC SD S     -   144,071.398   890,388.814   MT  0.99990717   +2 28 51.4
 OQ0790;SPC SD S     -   472,674.24  2,921,217.30   sFT  0.99990717   +2 28 51.4
 OQ0790;UTM  14      - 4,827,004.254   682,731.385   MT  1.00001073   +1 33 37.0
 OQ0790
 OQ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8273127004(NAD 83)
 OQ0790
 OQ0790                          SUPERSEDED SURVEY CONTROL
 OQ0790
 OQ0790  NAD 83(1995)-  43 34 24.98963(N)    096 44 13.16959(W) AD(       ) 3
 OQ0790  NAD 83(1986)-  43 34 24.99319(N)    096 44 13.14645(W) AD(       ) 3
 OQ0790  NAD 27      -  43 34 25.08700(N)    096 44 11.96500(W) AD(       ) 3
 OQ0790
 OQ0790.Superseded values are not recommended for survey control.
 OQ0790
 OQ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0790.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0790
 OQ0790_MARKER: Z = SEE DESCRIPTION
 OQ0790
 OQ0790  HISTORY     - Date     Condition        Report By
 OQ0790  HISTORY     - 1935     MONUMENTED       CGS
 OQ0790
 OQ0790                          STATION DESCRIPTION
 OQ0790
 OQ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0790'POINT OBSERVED UPON IS CENTER OF WELLHOUSE OF MUNICIPAL WELL
 OQ0790'NO. 3, LOCATED ON NORTH SIDE OF SIOUX FALLS, IN THE SW 1/4 SW 1/4
 OQ0790'SEC. 5.
 OQ0790'
 OQ0790'OBSERVED UPON FROM STATIONS WELL 4, PARK, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0835 ***********************************************************************
 OQ0835  DESIGNATION -  SIOUX FALLS WELL 5
 OQ0835  PID         -  OQ0835
 OQ0835  STATE/COUNTY-  SD/MINNEHAHA
 OQ0835  COUNTRY     -  US
 OQ0835  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0835
 OQ0835                         *CURRENT SURVEY CONTROL
 OQ0835  ______________________________________________________________________
 OQ0835* NAD 83(1996) POSITION- 43 34 23.90915(N) 096 45 02.77178(W)   ADJUSTED
 OQ0835  ______________________________________________________________________
 OQ0835  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 OQ0835  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 OQ0835  HORZ ORDER      -  THIRD
 OQ0835
 OQ0835.The horizontal coordinates were established by classical geodetic methods
 OQ0835.and adjusted by the National Geodetic Survey in January 1998.
 OQ0835
 OQ0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0835.GEOID18 height accuracy estimate available here.
 OQ0835
 OQ0835.Click photographs - Photos may exist for this station.
 OQ0835
 OQ0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0835
 OQ0835. The following values were computed from the NAD 83(1996) position.
 OQ0835
 OQ0835;                    North         East     Units Scale Factor Converg.
 OQ0835;SPC SD S     -   143,990.042   889,278.445   MT  0.99990718   +2 28 17.2
 OQ0835;SPC SD S     -   472,407.33  2,917,574.36   sFT  0.99990718   +2 28 17.2
 OQ0835;UTM  14      - 4,826,940.743   681,619.739   MT  1.00000575   +1 33 02.8
 OQ0835
 OQ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8161926940(NAD 83)
 OQ0835
 OQ0835                          SUPERSEDED SURVEY CONTROL
 OQ0835
 OQ0835  NAD 83(1995)-  43 34 23.91013(N)    096 45 02.76942(W) AD(       ) 3
 OQ0835  NAD 83(1986)-  43 34 23.91443(N)    096 45 02.74762(W) AD(       ) 3
 OQ0835  NAD 27      -  43 34 24.00800(N)    096 45 01.56300(W) AD(       ) 3
 OQ0835
 OQ0835.Superseded values are not recommended for survey control.
 OQ0835
 OQ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0835.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0835
 OQ0835_MARKER: Z = SEE DESCRIPTION
 OQ0835
 OQ0835  HISTORY     - Date     Condition        Report By
 OQ0835  HISTORY     - 1935     MONUMENTED       CGS
 OQ0835
 OQ0835                          STATION DESCRIPTION
 OQ0835
 OQ0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0835'POINT OBSERVED UPON IS CENTER OF WELLHOUSE OF MUNICIPAL WATER
 OQ0835'WELL NO. 5, LOCATED ON THE NORTH SIDE OF SIOUX FALLS, IN THE
 OQ0835'SW 1/4 SW 1/4 SEC. 5.
 OQ0835'
 OQ0835'OBSERVED UPON FROM STATIONS PARK, SHERMAN, AND HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0831 ***********************************************************************
 OQ0831  DESIGNATION -  SIOUX FALLS WELL 8
 OQ0831  PID         -  OQ0831
 OQ0831  STATE/COUNTY-  SD/MINNEHAHA
 OQ0831  COUNTRY     -  US
 OQ0831  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0831
 OQ0831                         *CURRENT SURVEY CONTROL
 OQ0831  ______________________________________________________________________
 OQ0831* NAD 83(1996) POSITION- 43 34 22.13338(N) 096 45 23.53169(W)   ADJUSTED
 OQ0831  ______________________________________________________________________
 OQ0831  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 OQ0831  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 OQ0831  HORZ ORDER      -  THIRD
 OQ0831
 OQ0831.The horizontal coordinates were established by classical geodetic methods
 OQ0831.and adjusted by the National Geodetic Survey in January 1998.
 OQ0831
 OQ0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0831.GEOID18 height accuracy estimate available here.
 OQ0831
 OQ0831.Click photographs - Photos may exist for this station.
 OQ0831
 OQ0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0831
 OQ0831. The following values were computed from the NAD 83(1996) position.
 OQ0831
 OQ0831;                    North         East     Units Scale Factor Converg.
 OQ0831;SPC SD S     -   143,915.225   888,815.457   MT  0.99990719   +2 28 02.9
 OQ0831;SPC SD S     -   472,161.87  2,916,055.38   sFT  0.99990719   +2 28 02.9
 OQ0831;UTM  14      - 4,826,873.368   681,155.564   MT  1.00000368   +1 32 48.4
 OQ0831
 OQ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8115526873(NAD 83)
 OQ0831
 OQ0831                          SUPERSEDED SURVEY CONTROL
 OQ0831
 OQ0831  NAD 83(1995)-  43 34 22.13432(N)    096 45 23.52926(W) AD(       ) 3
 OQ0831  NAD 83(1986)-  43 34 22.13882(N)    096 45 23.50779(W) AD(       ) 3
 OQ0831  NAD 27      -  43 34 22.23200(N)    096 45 22.32300(W) AD(       ) 3
 OQ0831
 OQ0831.Superseded values are not recommended for survey control.
 OQ0831
 OQ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0831.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0831
 OQ0831_MARKER: Z = SEE DESCRIPTION
 OQ0831
 OQ0831  HISTORY     - Date     Condition        Report By
 OQ0831  HISTORY     - 1935     MONUMENTED       CGS
 OQ0831  HISTORY     - 1963     GOOD             CGS
 OQ0831  HISTORY     - 1975     GOOD             NGS
 OQ0831
 OQ0831                          STATION DESCRIPTION
 OQ0831
 OQ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0831'POINT OBSERVED UPON IS CENTER OF WELLHOUSE OF MUNICIPAL WATER
 OQ0831'WELL NO. 8, LOCATED ON NORTH SIDE OF SIOUX FALLS, IN THE
 OQ0831'NW 1/4 NE 1/4 SEC. 7.
 OQ0831'
 OQ0831'OBSERVED UPON FROM STATIONS PARK, SHERMAN, AND HOSPITAL.
 OQ0831
 OQ0831                          STATION RECOVERY (1963)
 OQ0831
 OQ0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 OQ0831'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OQ0831
 OQ0831                          STATION RECOVERY (1975)
 OQ0831
 OQ0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 OQ0831'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OQ0831'CONDITION.
 OQ0831'
 OQ0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0831'AT SIOUX FALLS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0800 ***********************************************************************
 OQ0800  DESIGNATION -  SIOUX FALLS WELL 9
 OQ0800  PID         -  OQ0800
 OQ0800  STATE/COUNTY-  SD/MINNEHAHA
 OQ0800  COUNTRY     -  US
 OQ0800  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0800
 OQ0800                         *CURRENT SURVEY CONTROL
 OQ0800  ______________________________________________________________________
 OQ0800* NAD 83(1996) POSITION- 43 34 42.62449(N) 096 44 27.55577(W)   ADJUSTED
 OQ0800  ______________________________________________________________________
 OQ0800  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 OQ0800  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 OQ0800  HORZ ORDER      -  THIRD
 OQ0800
 OQ0800.The horizontal coordinates were established by classical geodetic methods
 OQ0800.and adjusted by the National Geodetic Survey in January 1998.
 OQ0800
 OQ0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0800.GEOID18 height accuracy estimate available here.
 OQ0800
 OQ0800.Click photographs - Photos may exist for this station.
 OQ0800
 OQ0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0800
 OQ0800. The following values were computed from the NAD 83(1996) position.
 OQ0800
 OQ0800;                    North         East     Units Scale Factor Converg.
 OQ0800;SPC SD S     -   144,601.163   890,042.858   MT  0.99990711   +2 28 41.5
 OQ0800;SPC SD S     -   474,412.32  2,920,082.28   sFT  0.99990711   +2 28 41.5
 OQ0800;UTM  14      - 4,827,539.563   682,393.950   MT  1.00000922   +1 33 27.6
 OQ0800
 OQ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8239327539(NAD 83)
 OQ0800
 OQ0800                          SUPERSEDED SURVEY CONTROL
 OQ0800
 OQ0800  NAD 83(1995)-  43 34 42.62546(N)    096 44 27.55378(W) AD(       ) 3
 OQ0800  NAD 83(1986)-  43 34 42.62976(N)    096 44 27.53018(W) AD(       ) 3
 OQ0800  NAD 27      -  43 34 42.72300(N)    096 44 26.34800(W) AD(       ) 3
 OQ0800
 OQ0800.Superseded values are not recommended for survey control.
 OQ0800
 OQ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0800.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0800
 OQ0800_MARKER: Z = SEE DESCRIPTION
 OQ0800
 OQ0800  HISTORY     - Date     Condition        Report By
 OQ0800  HISTORY     - 1935     MONUMENTED       CGS
 OQ0800
 OQ0800                          STATION DESCRIPTION
 OQ0800
 OQ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0800'POINT OBSERVED UPON IS CENTER OF WELLHOUSE OF MUNICIPAL WATER
 OQ0800'WELL NO. 9.  LOCATED ON NORTH SIDE OF SIOUX FALLS IN THE NW 1/4
 OQ0800'SE 1/4 SEC. 5.
 OQ0800'
 OQ0800'OBSERVED UPON FROM STATIONS WELL 4, PARK, AND SHERMAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0799 ***********************************************************************
 OQ0799  DESIGNATION -  SIOUX FALLS WHITTIER SCH STACK
 OQ0799  PID         -  OQ0799
 OQ0799  STATE/COUNTY-  SD/MINNEHAHA
 OQ0799  COUNTRY     -  US
 OQ0799  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0799
 OQ0799                         *CURRENT SURVEY CONTROL
 OQ0799  ______________________________________________________________________
 OQ0799* NAD 83(1996) POSITION- 43 33 06.13550(N) 096 42 53.63554(W)   ADJUSTED
 OQ0799  ______________________________________________________________________
 OQ0799  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 OQ0799  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 OQ0799  HORZ ORDER      -  THIRD
 OQ0799
 OQ0799.The horizontal coordinates were established by classical geodetic methods
 OQ0799.and adjusted by the National Geodetic Survey in January 1998.
 OQ0799
 OQ0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0799.GEOID18 height accuracy estimate available here.
 OQ0799
 OQ0799.Click photographs - Photos may exist for this station.
 OQ0799
 OQ0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0799
 OQ0799. The following values were computed from the NAD 83(1996) position.
 OQ0799
 OQ0799;                    North         East     Units Scale Factor Converg.
 OQ0799;SPC SD S     -   141,717.844   892,277.611   MT  0.99990754   +2 29 46.3
 OQ0799;SPC SD S     -   464,952.63  2,927,414.13   sFT  0.99990754   +2 29 46.3
 OQ0799;UTM  14      - 4,824,620.388   684,582.308   MT  1.00001910   +1 34 29.6
 OQ0799
 OQ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8458224620(NAD 83)
 OQ0799
 OQ0799                          SUPERSEDED SURVEY CONTROL
 OQ0799
 OQ0799  NAD 83(1995)-  43 33 06.13674(N)    096 42 53.63342(W) AD(       ) 3
 OQ0799  NAD 83(1986)-  43 33 06.13896(N)    096 42 53.61060(W) AD(       ) 3
 OQ0799  NAD 27      -  43 33 06.23000(N)    096 42 52.43000(W) AD(       ) 3
 OQ0799
 OQ0799.Superseded values are not recommended for survey control.
 OQ0799
 OQ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0799.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0799
 OQ0799_MARKER: 63 = STACK
 OQ0799
 OQ0799  HISTORY     - Date     Condition        Report By
 OQ0799  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0799
 OQ0799                          STATION DESCRIPTION
 OQ0799
 OQ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0799'POINT OBSERVED UPON WAS THE CENTER OF THE 75-FOOT (APPROXIMATE)
 OQ0799'SQUARE, RED BRICK STACK AT THE WHITTIER SCHOOL, LOCATED IN THE
 OQ0799'NORTHEAST PORTION OF SIOUX FALLS, ABOUT 200 FEET EAST OF INDIANA
 OQ0799'AVENUE AND 200 FEET NORTH OF SIXTH STREET.  STACK IS AT THE
 OQ0799'NORTHWEST CORNER OF THE SCHOOL BUILDING.
 OQ0799'
 OQ0799'OBSERVED UPON FROM STATIONS STAD AND PARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0066 ***********************************************************************
 NM0066  DESIGNATION -  SIOUX POINT AZ MK
 NM0066  PID         -  NM0066
 NM0066  STATE/COUNTY-  SD/UNION
 NM0066  COUNTRY     -  US
 NM0066  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0066
 NM0066                         *CURRENT SURVEY CONTROL
 NM0066  ______________________________________________________________________
 NM0066* NAD 83(1986) POSITION- 42 30 37.     (N) 096 29 16.     (W)   SCALED
 NM0066* NAVD 88 ORTHO HEIGHT -   336.595 (meters)     1104.31  (feet) ADJUSTED
 NM0066  ______________________________________________________________________
 NM0066  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 NM0066  DYNAMIC HEIGHT  -        336.488 (meters)     1103.96  (feet) COMP
 NM0066  MODELED GRAVITY -    980,295.6   (mgal)                       NAVD 88
 NM0066
 NM0066  VERT ORDER      -  SECOND    CLASS 0
 NM0066
 NM0066.The horizontal coordinates were scaled from a map and have
 NM0066.an estimated accuracy of +/- 6 seconds.
 NM0066
 NM0066.The orthometric height was determined by differential leveling and
 NM0066.adjusted by the NATIONAL GEODETIC SURVEY
 NM0066.in June 1991.
 NM0066
 NM0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0066.GEOID18 height accuracy estimate available here.
 NM0066
 NM0066.Click photographs - Photos may exist for this station.
 NM0066
 NM0066.The dynamic height is computed by dividing the NAVD 88
 NM0066.geopotential number by the normal gravity value computed on the
 NM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0066.degrees latitude (g = 980.6199 gals.).
 NM0066
 NM0066.The modeled gravity was interpolated from observed gravity values.
 NM0066
 NM0066;                    North         East    Units  Estimated Accuracy
 NM0066;SPC SD S     -    26,970.      915,970.      MT  (+/- 180 meters Scaled)
 NM0066
 NM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN063094(NAD 83)
 NM0066
 NM0066                          SUPERSEDED SURVEY CONTROL
 NM0066
 NM0066  NGVD 29 (??/??/92)  336.426  (m)         1103.76   (f) ADJ UNCH    2 0
 NM0066
 NM0066.Superseded values are not recommended for survey control.
 NM0066
 NM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0066.See file dsdata.pdf to determine how the superseded data were derived.
 NM0066
 NM0066_MARKER: DZ = AZIMUTH MARK DISK
 NM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0066_STAMPING: SIOUX POINT 1940
 NM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0066+STABILITY: SURFACE MOTION
 NM0066
 NM0066  HISTORY     - Date     Condition        Report By
 NM0066  HISTORY     - 1940     MONUMENTED       CGS
 NM0066  HISTORY     - 1948     GOOD             CGS
 NM0066
 NM0066                          STATION DESCRIPTION
 NM0066
 NM0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0066'2.8 MI SE FROM RIVERSIDE.
 NM0066'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST
 NM0066'OFFICE AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD,
 NM0066'THENCE 0.95 MILE SOUTHERLY ALONG A GRAVEL ROAD, THENCE 0.35 MILE
 NM0066'EAST ALONG A DIRT ROAD AND FIELD ROAD, ALONG THE NORTH EDGE OF
 NM0066'A CULTIVATED FIELD, 49.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 NM0066'CORNER OF A SMALL BARN, 24.0 FEET NORTH OF THE CENTER LINE OF A
 NM0066'FIELD ROAD, 21.5 FEET SOUTHEAST OF A TRIPLE FORKED ELM TREE,
 NM0066'13.2 FEET NORTH OF A FENCE, 12.0 FEET NORTH-NORTHWEST OF A REFERENCE
 NM0066'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0066'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0759 ***********************************************************************
 QQ0759  CBN         -  This is a Cooperative Base Network Control Station.
 QQ0759  DESIGNATION -  SISSPORT
 QQ0759  PID         -  QQ0759
 QQ0759  STATE/COUNTY-  SD/ROBERTS
 QQ0759  COUNTRY     -  US
 QQ0759  USGS QUAD   -  PEEVER NW (2017)
 QQ0759
 QQ0759                         *CURRENT SURVEY CONTROL
 QQ0759  ______________________________________________________________________
 QQ0759* NAD 83(2011) POSITION- 45 40 02.73690(N) 096 59 38.54596(W)   ADJUSTED
 QQ0759* NAD 83(2011) ELLIP HT-   327.500 (meters)        (06/27/12)   ADJUSTED
 QQ0759* NAD 83(2011) EPOCH   -  2010.00
 QQ0759* NAVD 88 ORTHO HEIGHT -   353.3   (meters)     1159.    (feet) GPS OBS
 QQ0759  ______________________________________________________________________
 QQ0759  NAVD 88 orthometric height was determined with geoid model    GEOID96
 QQ0759  GEOID HEIGHT    -        -25.717 (meters)                     GEOID96
 QQ0759  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 QQ0759  NAD 83(2011) X  -   -543,693.528 (meters)                     COMP
 QQ0759  NAD 83(2011) Y  - -4,431,839.250 (meters)                     COMP
 QQ0759  NAD 83(2011) Z  -  4,539,726.827 (meters)                     COMP
 QQ0759  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 QQ0759
 QQ0759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QQ0759  Standards:
 QQ0759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QQ0759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QQ0759  -------------------------------------------------------------------
 QQ0759  NETWORK    0.79   1.80           0.36   0.27   0.92      0.05320786
 QQ0759  -------------------------------------------------------------------
 QQ0759  Click here for local accuracies and other accuracy information.
 QQ0759
 QQ0759.The horizontal coordinates were established by GPS observations
 QQ0759.and adjusted by the National Geodetic Survey in June 2012.
 QQ0759
 QQ0759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QQ0759.been affixed to the stable North American tectonic plate. See 
 QQ0759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QQ0759
 QQ0759.The horizontal coordinates are valid at the epoch date displayed above
 QQ0759.which is a decimal equivalence of Year/Month/Day.
 QQ0759
 QQ0759.The orthometric height was determined by GPS observations and a
 QQ0759.high-resolution geoid model.
 QQ0759
 QQ0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0759.GEOID18 height accuracy estimate available here.
 QQ0759
 QQ0759.Click photographs - Photos may exist for this station.
 QQ0759
 QQ0759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0759
 QQ0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0759
 QQ0759.The ellipsoidal height was determined by GPS observations
 QQ0759.and is referenced to NAD 83.
 QQ0759
 QQ0759. The following values were computed from the NAD 83(2011) position.
 QQ0759
 QQ0759;                    North         East     Units Scale Factor Converg.
 QQ0759;SPC SD N     -   208,164.432   834,188.118   MT  0.99999697   +2 07 38.8
 QQ0759;SPC SD N     -   682,952.81  2,736,832.18   sFT  0.99999697   +2 07 38.8
 QQ0759;UTM  14      - 5,059,054.339   656,253.340   MT  0.99990017   +1 26 06.5
 QQ0759
 QQ0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0759!SPC SD N     -   0.99994866  x   0.99999697  =   0.99994563
 QQ0759!UTM  14      -   0.99994866  x   0.99990017  =   0.99984883
 QQ0759
 QQ0759:                Primary Azimuth Mark                     Grid Az
 QQ0759:SPC SD N     -  SISSPORT AZ MK                           161 59 52.8
 QQ0759:UTM  14      -  SISSPORT AZ MK                           162 41 25.1
 QQ0759
 QQ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5625359054(NAD 83)
 QQ0759
 QQ0759|---------------------------------------------------------------------|
 QQ0759| PID    Reference Object                     Distance      Geod. Az  |
 QQ0759|                                                           dddmmss.s |
 QQ0759| QQ0760 SISSPORT AZ MK                      456.001 METERS 1640731.6 |
 QQ0759|---------------------------------------------------------------------|
 QQ0759
 QQ0759                          SUPERSEDED SURVEY CONTROL
 QQ0759
 QQ0759  NAD 83(2007)-  45 40 02.73682(N)    096 59 38.54697(W) AD(2002.00) 0
 QQ0759  ELLIP H (02/10/07)  327.530  (m)                       GP(2002.00)    
 QQ0759  ELLIP H (04/15/04)  327.569  (m)                       GP(       ) 2 1
 QQ0759  NAD 83(1996)-  45 40 02.73615(N)    096 59 38.54650(W) AD(       ) B
 QQ0759  ELLIP H (01/15/97)  327.555  (m)                       GP(       ) 4 1
 QQ0759  NAD 83(1986)-  45 40 02.73235(N)    096 59 38.53171(W) AD(       ) 3
 QQ0759  NGVD 29 (02/12/91)  353.2    (m)  UNKNOWN  model used  GPS OBS        
 QQ0759
 QQ0759.Superseded values are not recommended for survey control.
 QQ0759
 QQ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0759.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0759
 QQ0759_MARKER: I = METAL ROD
 QQ0759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QQ0759_STAMPING: SISSPORT 1989
 QQ0759_MARK LOGO: NGS
 QQ0759_PROJECTION: RECESSED 5 CENTIMETERS
 QQ0759_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QQ0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0759+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 QQ0759_ROD/PIPE-DEPTH: 7.37 meters
 QQ0759_SLEEVE-DEPTH  : 0.95 meters
 QQ0759
 QQ0759  HISTORY     - Date     Condition        Report By
 QQ0759  HISTORY     - 19890401 MONUMENTED       NGS
 QQ0759  HISTORY     - 19950308 GOOD             MNDT
 QQ0759  HISTORY     - 19960623 GOOD             NGS
 QQ0759  HISTORY     - 20101010 GOOD             MNDT
 QQ0759  HISTORY     - 20130702 GOOD             MNDT
 QQ0759
 QQ0759                          STATION DESCRIPTION
 QQ0759
 QQ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QQ0759'THE STATION IS LOCATED ABOUT 4.27 KM (2.65 MI) EAST-NORTHEAST OF
 QQ0759'SISSETON, 0.72 KM (0.45 MI) NORTH OF STATE HIGHWAY 10, AT THE SISSETON
 QQ0759'MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF AN APRON.
 QQ0759'OWNERSHIP--CITY OF SISSETON, 513 1ST AVE. EAST, SISSETON, SD. 57262.
 QQ0759'THE AIRPORT MANAGER IS WAYNE ERICKSON, TELEPHONE 605-698-3409,
 QQ0759'689-7302.
 QQ0759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 127,
 QQ0759'LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF SISSETON, GO EAST ALONG STATE
 QQ0759'HIGHWAY 10 FOR 1.6 KM (1.00 MI) TO A DIRT ROAD LEFT (COUNTY ROAD 1 ).
 QQ0759'TURN LEFT AND GO NORTH ALONG COUNTY ROAD 1 FOR 0.8 KM (0.50 MI) TO A
 QQ0759'AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ALONG A
 QQ0759'GRAVEL ROAD FOR 0.30 KM (0.20 MI) TO A GATE ON THE RIGHT, JUST BEFORE
 QQ0759'REACHING THE AIRPORT OFFICE.  TURN RIGHT AND PASS THROUGH THE GATE AND
 QQ0759'GO SOUTH AND EAST TO THE SOUTHEAST CORNER OF AN APRON AND THE STATION.
 QQ0759'THE STATION MARK IS SET 51.8 M (169.9 FT) WEST OF THE RUNWAY
 QQ0759'CENTERLINE, 54.4 M (178.5 FT) SOUTH-SOUTHEAST OF THE CONNECTOR
 QQ0759'CENTERLINE, 8.7 M (28.5 FT) EAST OF THE SOUTHEAST CORNER OF THE APRON
 QQ0759'AND 6.1 M (20.0 FT) NORTH OF A CARSONITE WITNESS POST SET AT THE EAST
 QQ0759'END OF A METAL CULVERT.
 QQ0759'DESCRIBED BY R.D.BALL.
 QQ0759'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QQ0759
 QQ0759                          STATION RECOVERY (1995)
 QQ0759
 QQ0759'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 QQ0759'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY SDDOT.
 QQ0759'RECOVERY NOTE BY DAVID K.  HERDER TYPED BY J.E.M.
 QQ0759
 QQ0759                          STATION RECOVERY (1996)
 QQ0759
 QQ0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QQ0759'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) EAST-NORTHEAST OF
 QQ0759'SISSETON AND 0.7 KM (0.45 MI) NORTH OF STATE HIGHWAY 10, AT THE
 QQ0759'SISSETON MUNICIPAL AIRPORT, NEAR THE SOUTHEAST CORNER OF AN APRON.
 QQ0759'OWNERSHIP--THE CITY OF SISSETON, 513 1ST AVENUE EAST, SISSETON SD
 QQ0759'57262.  AIRPORT MANAGER IS WAYNE ERICKSON, CITY HALL, TELEPHONE (605)
 QQ0759'698-3391 OR AT HOME (605) 698-3409.  TO REACH THE STATION FROM THE
 QQ0759'JUNCTION OF STATE HIGHWAYS 10 AND 127, 1.6 KM (1.00 MI) EAST OF
 QQ0759'SISSETON, GO EAST ON STATE HIGHWAY 10 FOR 1.6 KM (1.00 MI) TO A DIRT
 QQ0759'ROAD (COUNTY ROAD 1) LEFT, TURN LEFT AND GO NORTH ON COUNTY ROAD 1 FOR
 QQ0759'0.8 KM (0.50 MI) TO AN AIRPORT ACCESS ROAD ON THE RIGHT, TURN RIGHT
 QQ0759'AND GO EAST ON THE AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO A GATE ON THE
 QQ0759'RIGHT JUST BEFORE REACHING THE AIRPORT OFFICE, TURN RIGHT, PASS
 QQ0759'THROUGH THE GATE AND GO SOUTHEAST FOR 0.08 KM (0.05 MI) TO THE
 QQ0759'SOUTHEAST CORNER OF AN APRON AND THE STATION ON THE LEFT.  THE STATION
 QQ0759'IS LOCATED 51.8 M (169.9 FT) WEST OF THE RUNWAY CENTERLINE, 54.4 M
 QQ0759'(178.5 FT) SOUTH-SOUTHEAST OF THE CONNECTOR TAXIWAY CENTERLINE, 8.7 M
 QQ0759'(28.5 FT) EAST OF THE SOUTHEAST CORNER OF THE APRON, AND 6.1 M (20.0
 QQ0759'FT) NORTH OF A WITNESS POST SET AT THE EAST END OF A CULVERT.
 QQ0759'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QQ0759
 QQ0759                          STATION RECOVERY (2010)
 QQ0759
 QQ0759'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QQ0759'2.65 MI (4.3 KM) EAST-NORTHEAST OF SISSETON SOUTH DAKOTA, 1.0 MI (1.6
 QQ0759'KM) EAST ON TRUNK HIGHWAY 10 FROM THE EAST JUNCTION OF TRUNK HIGHWAY
 QQ0759'10 AND TRUNK HIGHWAY 127 THEN 0.45 MI (0.7 KM) NORTH ON COUNTY ROAD 1,
 QQ0759'THEN 0.2 MI (0.3 KM) TO GATE ON THE RIGHT, PASS THROUGH GATE, EAST TO
 QQ0759'SOUTHEAST CORNER OF APRON.  178.5 FT (54.4 M) WEST OF THE CENTER OF
 QQ0759'RUNWAY, 178.5 FT (54.4 M) SOUTH-SOUTHEAST OF CONNECTOR CENTER, 28.5 FT
 QQ0759'(8.7 M) EAST OF THE SOUTHEAST CORNER OF APRON.  CONTACT AIRPORT
 QQ0759'MANAGER BEFORE USE.
 QQ0759
 QQ0759                          STATION RECOVERY (2013)
 QQ0759
 QQ0759'RECOVERY NOTE BY MN DEPT OF TRANSP 2013 (CXJ)
 QQ0759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0760 ***********************************************************************
 QQ0760  DESIGNATION -  SISSPORT AZ MK
 QQ0760  PID         -  QQ0760
 QQ0760  STATE/COUNTY-  SD/ROBERTS
 QQ0760  COUNTRY     -  US
 QQ0760  USGS QUAD   -  PEEVER NW (2017)
 QQ0760
 QQ0760                         *CURRENT SURVEY CONTROL
 QQ0760  ______________________________________________________________________
 QQ0760* NAD 83(1996) POSITION- 45 39 48.52943(N) 096 59 32.78462(W)   ADJUSTED
 QQ0760* NAD 83(1996) ELLIP HT-   327.964 (meters)        (01/23/98)   ADJUSTED
 QQ0760* NAVD 88 ORTHO HEIGHT -   353.8   (meters)     1161.    (feet) VERTCON3
 QQ0760  ______________________________________________________________________
 QQ0760  GEOID HEIGHT    -        -25.845 (meters)                     GEOID18
 QQ0760  NAD 83(1996) X  -   -543,607.975 (meters)                     COMP
 QQ0760  NAD 83(1996) Y  - -4,432,166.183 (meters)                     COMP
 QQ0760  NAD 83(1996) Z  -  4,539,420.604 (meters)                     COMP
 QQ0760  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 QQ0760  HORZ ORDER      -  THIRD
 QQ0760  ELLP ORDER      -  FOURTH    CLASS I
 QQ0760
 QQ0760.The horizontal coordinates were established by GPS observations
 QQ0760.and adjusted by the National Geodetic Survey in January 1998.
 QQ0760
 QQ0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0760
 QQ0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0760.GEOID18 height accuracy estimate available here.
 QQ0760
 QQ0760.Click photographs - Photos may exist for this station.
 QQ0760
 QQ0760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0760
 QQ0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0760
 QQ0760.The ellipsoidal height was determined by GPS observations
 QQ0760.and is referenced to NAD 83.
 QQ0760
 QQ0760. The following values were computed from the NAD 83(1996) position.
 QQ0760
 QQ0760;                    North         East     Units Scale Factor Converg.
 QQ0760;SPC SD N     -   207,730.731   834,329.034   MT  0.99999623   +2 07 42.8
 QQ0760;SPC SD N     -   681,529.91  2,737,294.51   sFT  0.99999623   +2 07 42.8
 QQ0760;UTM  14      - 5,058,619.010   656,388.992   MT  0.99990069   +1 26 10.3
 QQ0760
 QQ0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0760!SPC SD N     -   0.99994859  x   0.99999623  =   0.99994482
 QQ0760!UTM  14      -   0.99994859  x   0.99990069  =   0.99984928
 QQ0760
 QQ0760:                Primary Azimuth Mark                     Grid Az
 QQ0760:SPC SD N     -  SISSPORT                                 341 59 52.9
 QQ0760:UTM  14      -  SISSPORT                                 342 41 25.4
 QQ0760
 QQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5638858619(NAD 83)
 QQ0760
 QQ0760|---------------------------------------------------------------------|
 QQ0760| PID    Reference Object                     Distance      Geod. Az  |
 QQ0760|                                                           dddmmss.s |
 QQ0760| QQ0759 SISSPORT                            456.001 METERS 3440735.7 |
 QQ0760|---------------------------------------------------------------------|
 QQ0760
 QQ0760                          SUPERSEDED SURVEY CONTROL
 QQ0760
 QQ0760  NAD 83(1986)-  45 39 48.52563(N)    096 59 32.76984(W) AD(       ) 3
 QQ0760  NGVD 29 (02/12/91)  353.6    (m)  UNKNOWN  model used  GPS OBS        
 QQ0760
 QQ0760.Superseded values are not recommended for survey control.
 QQ0760
 QQ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0760.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0760
 QQ0760_MARKER: I = METAL ROD
 QQ0760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QQ0760_STAMPING: SISSPORT AZ MK 1989
 QQ0760_MARK LOGO: NGS
 QQ0760_PROJECTION: FLUSH
 QQ0760_MAGNETIC: I = MARKER IS A STEEL ROD
 QQ0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0760+SATELLITE: SATELLITE OBSERVATIONS - 1989
 QQ0760_ROD/PIPE-DEPTH: 5.66 meters
 QQ0760_SLEEVE-DEPTH  : 1.0 meters
 QQ0760
 QQ0760  HISTORY     - Date     Condition        Report By
 QQ0760  HISTORY     - 1989     MONUMENTED       NGS
 QQ0760
 QQ0760                          STATION DESCRIPTION
 QQ0760
 QQ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QQ0760'THE STATION IS LOCATED ABOUT 4.27 KM (2.65 MI) EAST-NORTHEAST OF
 QQ0760'SISSETON, 0.72 KM (0.45 MI) NORTH OF STATE HIGHWAY 10, AT THE SOUTH
 QQ0760'RIGHT-OF-WAY FENCE AT THE SOUTH END OF THE SISSETON MUNICIPAL AIRPORT.
 QQ0760'OWNERSHIP--CITY OF SISSETON, 513 1ST AVE. EAST, SISSETON, SD 57262.
 QQ0760'THE AIRPORT MANAGER IS WAYNE ERICKSON, TELEPHONE 605-698-3409,
 QQ0760'689-7302.
 QQ0760'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 10 AND 127,
 QQ0760'LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF SISSETON, GO EAST ALONG STATE
 QQ0760'HIGHWAY 10 FOR 1.6 KM (1.00 MI) TO A DIRT ROAD LEFT (COUNTY ROAD 1 ).
 QQ0760'TURN LEFT AND GO NORTH ALONG COUNTY ROAD 1 FOR 0.8 KM (0.50 MI) TO A
 QQ0760'AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ALONG A
 QQ0760'GRAVEL ROAD FOR 0.30 KM (0.20 MI) TO A GATE ON THE RIGHT, JUST BEFORE
 QQ0760'REACHING THE AIRPORT OFFICE.  TURN RIGHT AND PASS THROUGH THE GATE AND
 QQ0760'GO SOUTH AND EAST TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT AND GO
 QQ0760'SOUTH ALONG THE EAST SIDE OF THE RUNWAY PAST THE RUNWAY END TO THE
 QQ0760'RIGHT-OF-WAY FENCE AND THE STATION.
 QQ0760'THE STATION MARK IS SET 58.5 M (191.9 FT) EAST-NORTHEAST OF THE EAST
 QQ0760'CORNER POST OF THE RIGHT-OF-WAY FENCES, 25.0 M (82.0 FT) )
 QQ0760'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF THE RUNWAY, 0.8 M
 QQ0760'(2.6 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS POST SET IN THE
 QQ0760'FENCELINE.
 QQ0760'DESCRIBED BY R.D.BALL.
 QQ0760'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1125 ***********************************************************************
 PT1125  DESIGNATION -  SIVAGE WIND CHARGER
 PT1125  PID         -  PT1125
 PT1125  STATE/COUNTY-  SD/STANLEY
 PT1125  COUNTRY     -  US
 PT1125  USGS QUAD   -  MAY RANCH (2017)
 PT1125
 PT1125                         *CURRENT SURVEY CONTROL
 PT1125  ______________________________________________________________________
 PT1125* NAD 83(1996) POSITION- 44 22 13.10801(N) 101 07 32.38704(W)   ADJUSTED
 PT1125  ______________________________________________________________________
 PT1125  GEOID HEIGHT    -        -22.345 (meters)                     GEOID18
 PT1125  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 PT1125  HORZ ORDER      -  THIRD
 PT1125
 PT1125.The horizontal coordinates were established by classical geodetic methods
 PT1125.and adjusted by the National Geodetic Survey in January 1998.
 PT1125
 PT1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1125.GEOID18 height accuracy estimate available here.
 PT1125
 PT1125.Click photographs - Photos may exist for this station.
 PT1125
 PT1125.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1125
 PT1125. The following values were computed from the NAD 83(1996) position.
 PT1125
 PT1125;                    North         East     Units Scale Factor Converg.
 PT1125;SPC SD S     -   226,601.464   536,848.235   MT  0.99999304   -0 32 47.7
 PT1125;SPC SD S     -   743,441.64  1,761,309.58   sFT  0.99999304   -0 32 47.7
 PT1125;UTM  14      - 4,915,200.876   330,639.485   MT  0.99995276   -1 29 12.5
 PT1125
 PT1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3063915200(NAD 83)
 PT1125
 PT1125                          SUPERSEDED SURVEY CONTROL
 PT1125
 PT1125  NAD 83(1986)-  44 22 13.10148(N)    101 07 32.38880(W) AD(       ) 3
 PT1125  NAD 27      -  44 22 13.15800(N)    101 07 30.88500(W) AD(       ) 3
 PT1125
 PT1125.Superseded values are not recommended for survey control.
 PT1125
 PT1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1125.See file dsdata.pdf to determine how the superseded data were derived.
 PT1125
 PT1125
 PT1125  HISTORY     - Date     Condition        Report By
 PT1125  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1125
 PT1125                          STATION DESCRIPTION
 PT1125
 PT1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1125'THE STATION IS IN SECTION 29, T 5 N, R 25 E, ABOUT 5 MILES
 PT1125'WEST OF HAYES, ABOUT 0.1 MILE SOUTH OF KELLARS CORNERS, 150
 PT1125'FEET WEST OF U.S. HIGHWAY 14, AND ON THE PROPERTY OF E.V. SIVAGE.
 PT1125'
 PT1125'THE STATION IS A STRUCTURAL STEEL WIND CHARGER 45 FEET HIGH.
 PT1125'THE POINT OBSERVED WAS THE CENTER OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0390 ***********************************************************************
 QQ0390  DESIGNATION -  SIX MILE
 QQ0390  PID         -  QQ0390
 QQ0390  STATE/COUNTY-  SD/MARSHALL
 QQ0390  COUNTRY     -  US
 QQ0390  USGS QUAD   -  LAKE CITY (2017)
 QQ0390
 QQ0390                         *CURRENT SURVEY CONTROL
 QQ0390  ______________________________________________________________________
 QQ0390* NAD 83(1996) POSITION- 45 44 39.20925(N) 097 29 40.56806(W)   ADJUSTED
 QQ0390* NAVD 88 ORTHO HEIGHT -   577.    (meters)     1893.    (feet) SCALED
 QQ0390  ______________________________________________________________________
 QQ0390  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 QQ0390  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 QQ0390  HORZ ORDER      -  THIRD
 QQ0390
 QQ0390.The horizontal coordinates were established by classical geodetic methods
 QQ0390.and adjusted by the National Geodetic Survey in January 1998.
 QQ0390
 QQ0390.The orthometric height was scaled from a topographic map.
 QQ0390
 QQ0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0390.GEOID18 height accuracy estimate available here.
 QQ0390
 QQ0390.Click photographs - Photos may exist for this station.
 QQ0390
 QQ0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0390
 QQ0390. The following values were computed from the NAD 83(1996) position.
 QQ0390
 QQ0390;                    North         East     Units Scale Factor Converg.
 QQ0390;SPC SD N     -   215,368.631   794,939.962   MT  1.00001232   +1 46 23.4
 QQ0390;SPC SD N     -   706,588.58  2,608,065.53   sFT  1.00001232   +1 46 23.4
 QQ0390;UTM  14      - 5,066,731.712   617,102.039   MT  0.99976859   +1 04 42.0
 QQ0390
 QQ0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0390!SPC SD N     -   0.99991345  x   1.00001232  =   0.99992577
 QQ0390!UTM  14      -   0.99991345  x   0.99976859  =   0.99968206
 QQ0390
 QQ0390:                Primary Azimuth Mark                     Grid Az
 QQ0390:SPC SD N     -  SIX MILE AZ MK                           118 18 06.4
 QQ0390:UTM  14      -  SIX MILE AZ MK                           118 59 47.8
 QQ0390
 QQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1710266731(NAD 83)
 QQ0390
 QQ0390|---------------------------------------------------------------------|
 QQ0390| PID    Reference Object                     Distance      Geod. Az  |
 QQ0390|                                                           dddmmss.s |
 QQ0390| QQ0388 LAKE CITY ST JOSEPH CATH CH         APPROX. 6.6 KM 1082947.8 |
 QQ0390| CO6129 SIX MILE AZ MK                                     1200429.8 |
 QQ0390| CO6130 SIX MILE RM 1                         8.644 METERS 12214     |
 QQ0390| CO6131 SIX MILE RM 2                         7.943 METERS 30011     |
 QQ0390|---------------------------------------------------------------------|
 QQ0390
 QQ0390                          SUPERSEDED SURVEY CONTROL
 QQ0390
 QQ0390  NAD 83(1986)-  45 44 39.20856(N)    097 29 40.56190(W) AD(       ) 3
 QQ0390  NAD 27      -  45 44 39.37804(N)    097 29 39.20908(W) AD(       ) 3
 QQ0390
 QQ0390.Superseded values are not recommended for survey control.
 QQ0390
 QQ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0390.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0390
 QQ0390_MARKER: DS = TRIANGULATION STATION DISK
 QQ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0390_STAMPING: SIX MILE 1952
 QQ0390_MARK LOGO: CGS
 QQ0390_PROJECTION: FLUSH
 QQ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0390+STABILITY: SURFACE MOTION
 QQ0390
 QQ0390  HISTORY     - Date     Condition        Report By
 QQ0390  HISTORY     - 1952     MONUMENTED       CGS
 QQ0390
 QQ0390                          STATION DESCRIPTION
 QQ0390
 QQ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0390'THE STATION IS IN SECTION 12, T 126 N, R 56 W, ON THE
 QQ0390'RIGHT-OF-WAY OF STATE HIGHWAY 10, ABOUT 4 MILES WEST AND 1-1/2
 QQ0390'MILES NORTH OF LAKE CITY, 1 MILE WEST OF SIX MILE LAKE, 45 FEET
 QQ0390'SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 5 FEET NORTH OF A
 QQ0390'T-FENCE CORNER.
 QQ0390'
 QQ0390'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON STATE HIGHWAY
 QQ0390'10 AT THE SOUTHEAST EDGE OF LAKE CITY, GO NORTHWEST ON THE HIGHWAY
 QQ0390'FOR 3.95 MILES TO A CROSS ROAD, CONTINUE NORTHWEST ON THE HIGHWAY
 QQ0390'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 QQ0390'CONTINUE FOR 0.15 MILE TO THE STATION ON THE LEFT.
 QQ0390'
 QQ0390'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 QQ0390'SIX MILE 1952.
 QQ0390'
 QQ0390'REFERENCE MARK 1 IS 45 FEET SOUTHWEST OF THE CENTER OF THE
 QQ0390'HIGHWAY AND 3 FEET NORTHEAST OF THE WIRE FENCE.  THE MARK IS
 QQ0390'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SIX MILE NO 1 1952.
 QQ0390'
 QQ0390'REFERENCE MARK 2 IS 44 FEET SOUTHWEST OF THE CENTER OF THE
 QQ0390'HIGHWAY AND 4 FEET NORTHEAST OF THE WIRE FENCE.  THE MARK IS
 QQ0390'FLUSH WITH THE GROUND AND THE DISK IS STAMPED SIX MILE NO 2 1952.
 QQ0390'
 QQ0390'THE AZIMUTH MARK IS 48 FEET SOUTHWEST OF THE CENTER OF THE
 QQ0390'HIGHWAY, 10 FEET NORTHWEST OF THE CENTER OF A SIDE ROAD AND 1 FOOT
 QQ0390'NORTHEAST OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 QQ0390'THE DISK IS STAMPED SIX MILE 1952.
 QQ0390'
 QQ0390'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0818 ***********************************************************************
 QS0818  DESIGNATION -  SKULL PEAK
 QS0818  PID         -  QS0818
 QS0818  STATE/COUNTY-  SD/CORSON
 QS0818  COUNTRY     -  US
 QS0818  USGS QUAD   -  WAKPALA SW (2017)
 QS0818
 QS0818                         *CURRENT SURVEY CONTROL
 QS0818  ______________________________________________________________________
 QS0818* NAD 83(1996) POSITION- 45 34 45.66950(N) 100 40 17.02401(W)   ADJUSTED
 QS0818* NAVD 88 ORTHO HEIGHT -   645.    (meters)     2116.    (feet) SCALED
 QS0818  ______________________________________________________________________
 QS0818  GEOID HEIGHT    -        -21.448 (meters)                     GEOID18
 QS0818  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 QS0818  HORZ ORDER      -  SECOND
 QS0818
 QS0818.The horizontal coordinates were established by classical geodetic methods
 QS0818.and adjusted by the National Geodetic Survey in January 1998.
 QS0818
 QS0818.The orthometric height was scaled from a topographic map.
 QS0818
 QS0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0818.GEOID18 height accuracy estimate available here.
 QS0818
 QS0818.Click photographs - Photos may exist for this station.
 QS0818
 QS0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0818
 QS0818. The following values were computed from the NAD 83(1996) position.
 QS0818
 QS0818;                    North         East     Units Scale Factor Converg.
 QS0818;SPC SD N     -   194,244.616   547,600.351   MT  0.99998159   -0 28 30.6
 QS0818;SPC SD N     -   637,284.21  1,796,585.48   sFT  0.99998159   -0 28 30.6
 QS0818;UTM  14      - 5,048,671.000   369,603.112   MT  0.99980905   -1 11 38.1
 QS0818
 QS0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0818!SPC SD N     -   0.99990219  x   0.99998159  =   0.99988378
 QS0818!UTM  14      -   0.99990219  x   0.99980905  =   0.99971126
 QS0818
 QS0818:                Primary Azimuth Mark                     Grid Az
 QS0818:SPC SD N     -  SKULL PEAK AZ MK                         182 26 14.0
 QS0818:UTM  14      -  SKULL PEAK AZ MK                         183 09 21.5
 QS0818
 QS0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6960348671(NAD 83)
 QS0818
 QS0818|---------------------------------------------------------------------|
 QS0818| PID    Reference Object                     Distance      Geod. Az  |
 QS0818|                                                           dddmmss.s |
 QS0818| CO6136 SKULL PEAK RM 1                       6.373 METERS 08500     |
 QS0818| CO6137 SKULL PEAK RM 2                       7.438 METERS 17207     |
 QS0818| CO6135 SKULL PEAK AZ MK                                   1815743.4 |
 QS0818|---------------------------------------------------------------------|
 QS0818
 QS0818                          SUPERSEDED SURVEY CONTROL
 QS0818
 QS0818  NAD 83(1986)-  45 34 45.66061(N)    100 40 17.02122(W) AD(       ) 2
 QS0818  NAD 27      -  45 34 45.67900(N)    100 40 15.50300(W) AD(       ) 2
 QS0818
 QS0818.Superseded values are not recommended for survey control.
 QS0818
 QS0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0818.See file dsdata.pdf to determine how the superseded data were derived.
 QS0818
 QS0818_MARKER: DS = TRIANGULATION STATION DISK
 QS0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0818_STAMPING: SKULL PEAK 1952
 QS0818_MARK LOGO: CGS
 QS0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0818+STABILITY: SURFACE MOTION
 QS0818
 QS0818  HISTORY     - Date     Condition        Report By
 QS0818  HISTORY     - 1952     MONUMENTED       CGS
 QS0818
 QS0818                          STATION DESCRIPTION
 QS0818
 QS0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0818'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF MOBRIDGE,
 QS0818'IN THE SOUTHEAST 1/4 OF SECTION 28, T 19 N, R 28 E, ON LAND
 QS0818'OWNED BY MR. TED SOGGE, ON THE HIGHEST POINT OF A SMALL KNOLL
 QS0818'LOCALLY KNOWN AS SKULL PEAK, 0.1 MILE NORTHWEST OF A POINT
 QS0818'WHERE A TRACK ROAD CROSSES A SADDLE, AND 5 FEET SOUTHEAST OF
 QS0818'A 4 IN X 4 IN WITNESS POST.
 QS0818'
 QS0818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 12 AND
 QS0818'STATE HIGHWAY NO. 8 ABOUT 4 MILES SOUTHWEST OF MOBRIDGE, GO
 QS0818'NORTHWESTERLY ON NO. 12 FOR 7.8 MILES TO A RAILROAD CROSSING.
 QS0818'CONTINUE ON THE HIGHWAY FOR 1.4 MILES TO A GATE ON THE LEFT.
 QS0818'THEN THROUGH THE GATE, SOUTHERLY AND WEST ON A TRACK ROAD FOR
 QS0818'1.25 MILES TO A WIRE GATE ON THE LEFT.  THEN THROUGH THE GATE
 QS0818'SOUTH FOR 0.05 MILE TO A FORK.  THEN RIGHT, WESTERLY ON A
 QS0818'TRACK ROAD FOR 1.85 MILES TO A WIRE GATE.  THEN THROUGH THE
 QS0818'GATE, CONTINUE WESTERLY FOR 0.45 MILES TO THE TOP OF A
 QS0818'GRADE IN A SADDLE.  THEN RIGHT, NORTH, FOR 0.1 MILE TO THE
 QS0818'TOP OF THE KNOLL AND THE STATION.  TO REACH THE AZIMUTH MARK
 QS0818'FROM THE STATION, GO SOUTH FOR 0.3 MILE TO THE MARK ON THE
 QS0818'LEFT AT A POINT WHERE THE TRACK ROAD BEARS TO THE WEST.
 QS0818'
 QS0818'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0818'SKULL PEAK 1952.
 QS0818'
 QS0818'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE KNOLL.  IT
 QS0818'PROJECTS 5 INCHES, AND THE DISK IS STAMPED SKULL PEAK NO 1 1952.
 QS0818'
 QS0818'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE KNOLL.  IT
 QS0818'PROJECTS 6 INCHES, AND THE DISK IS STAMPED SKULL PEAK NO
 QS0818'2 1952.
 QS0818'
 QS0818'THE AZIMUTH MARK IS 20 FEET NORTH OF THE EDGE OF A BLUFF, 18
 QS0818'FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 2 FEET NORTH OF A
 QS0818'4 IN X 4 IN WITNESS POST.  IT PROJECTS 4 INCHES, AND THE DISK
 QS0818'IS STAMPED SKULL PEAK 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2244 ***********************************************************************
 PU2244  DESIGNATION -  SLANT
 PU2244  PID         -  PU2244
 PU2244  STATE/COUNTY-  SD/MEADE
 PU2244  COUNTRY     -  US
 PU2244  USGS QUAD   -  FAIRPOINT NW (2017)
 PU2244
 PU2244                         *CURRENT SURVEY CONTROL
 PU2244  ______________________________________________________________________
 PU2244* NAD 83(1996) POSITION- 44 43 43.63808(N) 102 52 31.15921(W)   ADJUSTED
 PU2244* NAVD 88 ORTHO HEIGHT -   898.    (meters)     2946.    (feet) SCALED
 PU2244  ______________________________________________________________________
 PU2244  GEOID HEIGHT    -        -17.545 (meters)                     GEOID18
 PU2244  LAPLACE CORR    -         -4.66  (seconds)                    DEFLEC18
 PU2244  HORZ ORDER      -  SECOND
 PU2244
 PU2244.The horizontal coordinates were established by classical geodetic methods
 PU2244.and adjusted by the National Geodetic Survey in January 1998.
 PU2244
 PU2244.The orthometric height was scaled from a topographic map.
 PU2244
 PU2244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2244.GEOID18 height accuracy estimate available here.
 PU2244
 PU2244.Click photographs - Photos may exist for this station.
 PU2244
 PU2244.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2244
 PU2244. The following values were computed from the NAD 83(1996) position.
 PU2244
 PU2244;                    North         East     Units Scale Factor Converg.
 PU2244;SPC SD N     -   103,549.158   372,281.150   MT  0.99995486   -2 02 05.9
 PU2244;SPC SD N     -   339,727.53  1,221,392.41   sFT  0.99995486   -2 02 05.9
 PU2244;UTM  13      - 4,955,018.802   668,245.660   MT  0.99994810   +1 29 44.1
 PU2244
 PU2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2244!SPC SD N     -   0.99986190  x   0.99995486  =   0.99981676
 PU2244!UTM  13      -   0.99986190  x   0.99994810  =   0.99981000
 PU2244
 PU2244:                Primary Azimuth Mark                     Grid Az
 PU2244:SPC SD N     -  DONALD                                   009 25 37.7
 PU2244:UTM  13      -  DONALD                                   005 53 47.7
 PU2244
 PU2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6824555018(NAD 83)
 PU2244
 PU2244|---------------------------------------------------------------------|
 PU2244| PID    Reference Object                     Distance      Geod. Az  |
 PU2244|                                                           dddmmss.s |
 PU2244| CQ4917 SLANT RM 1                           12.471 METERS 00123     |
 PU2244| PU0837 DONALD                              APPROX. 2.2 KM 0072331.8 |
 PU2244| CQ4918 SLANT RM 2                           13.978 METERS 10158     |
 PU2244|---------------------------------------------------------------------|
 PU2244
 PU2244                          SUPERSEDED SURVEY CONTROL
 PU2244
 PU2244  NAD 83(1993)-  44 43 43.63075(N)    102 52 31.15900(W) AD(       ) 2
 PU2244  NAD 83(1986)-  44 43 43.62991(N)    102 52 31.15814(W) AD(       ) 2
 PU2244  NAD 27      -  44 43 43.67230(N)    102 52 29.53020(W) AD(       ) 2
 PU2244
 PU2244.Superseded values are not recommended for survey control.
 PU2244
 PU2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2244.See file dsdata.pdf to determine how the superseded data were derived.
 PU2244
 PU2244_MARKER: DS = TRIANGULATION STATION DISK
 PU2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2244_STAMPING: SLANT 1962
 PU2244_MARK LOGO: CGS
 PU2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2244+STABILITY: SURFACE MOTION
 PU2244
 PU2244  HISTORY     - Date     Condition        Report By
 PU2244  HISTORY     - 1962     MONUMENTED       CGS
 PU2244
 PU2244                          STATION DESCRIPTION
 PU2244
 PU2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2244'THE STATION IS LOCATED 10 MILES SOUTH OF SULPHUR, 4 MILES
 PU2244'WEST-SOUTHWEST OF FAIRPOINT, 4 MILES EAST OF THE MEADE-BUTTE
 PU2244'COUNTY LINE, IN SECTION 23, T. 9 N., R. 10 E., ON THE HIGHEST
 PU2244'POINT OF A NORTH-SOUTH GRASS COVERED RIDGE.
 PU2244'
 PU2244'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT FAIRPOINT,
 PU2244'GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN
 PU2244'LEFT AND GO WEST ON A GRAVELED ROAD FOR 5.6 MILES TO A WIRE GATE
 PU2244'ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON A TRACK ROAD FOR
 PU2244'1.1 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH WIRE
 PU2244'GATE AND GO EAST ON A TRACK ROAD FOR 0.3 MILE TO SOME CORRALS
 PU2244'ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST ON A
 PU2244'TRACK ROAD FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 PU2244'AND GO SOUTHERLY ON A DIM TRACK ROAD FOR 0.2 MILE, THEN TURN
 PU2244'LEFT AND GO EAST ACROSS THE PASTURE FOR 0.1 MILE TO A FENCE
 PU2244'CORNER.  CONTINUE STRAIGHT AHEAD AND GO EAST ALONG THE
 PU2244'NORTH SIDE OF THE FENCE FOR 0.8 MILE TO THE TOP OF THE
 PU2244'RIDGE, THENCE TURN A SHARP LEFT AND GO NORTHWEST ALONG THE
 PU2244'TOP OF THE RIDGE FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 PU2244'
 PU2244'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2244'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED SLANT
 PU2244'1962.
 PU2244'
 PU2244'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2244'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 PU2244'SLANT NO 1 1962.
 PU2244'
 PU2244'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2244'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 PU2244'SLANT NO 2 1962.
 PU2244'
 PU2244'TRIANGULATION STATION DONALD WAS USED FOR THE AZIMUTH MARK.
 PU2244'SEE DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0801 ***********************************************************************
 OT0801  DESIGNATION -  SLICK
 OT0801  PID         -  OT0801
 OT0801  STATE/COUNTY-  SD/FALL RIVER
 OT0801  COUNTRY     -  US
 OT0801  USGS QUAD   -  BLACK BANKS CREEK WEST (2017)
 OT0801
 OT0801                         *CURRENT SURVEY CONTROL
 OT0801  ______________________________________________________________________
 OT0801* NAD 83(1996) POSITION- 43 00 02.92778(N) 103 25 16.62999(W)   ADJUSTED
 OT0801* NAVD 88 ORTHO HEIGHT -  1114.    (meters)     3655.    (feet) SCALED
 OT0801  ______________________________________________________________________
 OT0801  GEOID HEIGHT    -        -16.682 (meters)                     GEOID18
 OT0801  LAPLACE CORR    -         -7.57  (seconds)                    DEFLEC18
 OT0801  HORZ ORDER      -  SECOND
 OT0801
 OT0801.The horizontal coordinates were established by classical geodetic methods
 OT0801.and adjusted by the National Geodetic Survey in January 1998.
 OT0801
 OT0801.The orthometric height was scaled from a topographic map.
 OT0801
 OT0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0801.GEOID18 height accuracy estimate available here.
 OT0801
 OT0801.Click photographs - Photos may exist for this station.
 OT0801
 OT0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0801
 OT0801. The following values were computed from the NAD 83(1996) position.
 OT0801
 OT0801;                    North         East     Units Scale Factor Converg.
 OT0801;SPC SD S     -    78,831.520   348,275.591   MT  0.99996455   -2 07 48.8
 OT0801;SPC SD S     -   258,633.08  1,142,634.17   sFT  0.99996455   -2 07 48.8
 OT0801;UTM  13      - 4,762,114.318   628,677.834   MT  0.99980370   +1 04 36.6
 OT0801
 OT0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0801!SPC SD S     -   0.99982801  x   0.99996455  =   0.99979257
 OT0801!UTM  13      -   0.99982801  x   0.99980370  =   0.99963175
 OT0801
 OT0801:                Primary Azimuth Mark                     Grid Az
 OT0801:SPC SD S     -  SLICK AZ MK                              093 15 06.6
 OT0801:UTM  13      -  SLICK AZ MK                              090 02 41.2
 OT0801
 OT0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH2867762114(NAD 83)
 OT0801
 OT0801|---------------------------------------------------------------------|
 OT0801| PID    Reference Object                     Distance      Geod. Az  |
 OT0801|                                                           dddmmss.s |
 OT0801| CQ4923 SLICK RM 1                           23.349 METERS 07655     |
 OT0801| CQ4922 SLICK AZ MK                                        0910717.8 |
 OT0801| OT0800 BOUNDARY MP 192 NE SD                10.641 METERS 09155     |
 OT0801| CQ4924 SLICK RM 2                           23.509 METERS 28445     |
 OT0801|---------------------------------------------------------------------|
 OT0801
 OT0801                          SUPERSEDED SURVEY CONTROL
 OT0801
 OT0801  NAD 83(1995)-  43 00 02.92780(N)    103 25 16.62992(W) AD(       ) 2
 OT0801  NAD 83(1993)-  43 00 02.92839(N)    103 25 16.62885(W) AD(       ) 2
 OT0801  NAD 83(1986)-  43 00 02.90555(N)    103 25 16.61606(W) AD(       ) 2
 OT0801  NAD 27      -  43 00 03.01300(N)    103 25 14.89400(W) AD(       ) 2
 OT0801
 OT0801.Superseded values are not recommended for survey control.
 OT0801
 OT0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0801.See file dsdata.pdf to determine how the superseded data were derived.
 OT0801
 OT0801_MARKER: DS = TRIANGULATION STATION DISK
 OT0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0801_STAMPING: SLICK 1941
 OT0801_MARK LOGO: CGS
 OT0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0801+STABILITY: SURFACE MOTION
 OT0801
 OT0801  HISTORY     - Date     Condition        Report By
 OT0801  HISTORY     - 1941     MONUMENTED       CGS
 OT0801
 OT0801                          STATION DESCRIPTION
 OT0801
 OT0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0801'STATION IS ABOUT 10 MILES W OF WAYSIDE, AT THE NEBRASKA-SOUTH
 OT0801'DAKOTA STATE LINE, ON PROPERTY OF JOHN DELFELDER IN SEC. 23,
 OT0801'T. 35 N, R. 52 W.  IT IS ON PASTURE LAND, ON THE N SLOPE OF
 OT0801'A SMALL HILL AND 19 FEET S OF AN E-W WIRE FENCE.  IT IS STAMPED
 OT0801'SLICK 1941 AND PROJECTS 6 INCHES.
 OT0801'
 OT0801'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OT0801'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 OT0801'
 OT0801'REFERENCE MARK NO. 1 IS IN THE E-W FENCE LINE.  IT IS STAMPED
 OT0801'SLICK NO. 1 1941 AND PROJECTS 8 INCHES.
 OT0801'
 OT0801'REFERENCE MARK NO. 2 IS IN THE E-W FENCE LINE.  IT IS STAMPED
 OT0801'SLICK NO. 2 1941 AND PROJECTS 8 INCHES.
 OT0801'
 OT0801'THE AZIMUTH MARK IS 27 FEET S OF THE SAME E-W FENCE LINE, 21
 OT0801'FEET S OF THE TRACK ROAD TO THE STATION, 5 FEET S BY E OF A
 OT0801'WHITE REFERENCE POST AND 18 INCHES E OF A N-S WIRE FENCE.
 OT0801'IT IS STAMPED SLICK 1941 AND PROJECTS 6 INCHES.
 OT0801'
 OT0801'BOUNDARY MONUMENT 192 IS E OF THE STATION AND 20 FEET S OF THE
 OT0801'E-W WIRE FENCE.  IT WAS LOCATED BY TRAVERSE FROM STATION SLICK.
 OT0801'
 OT0801'TO REACH FROM WAYSIDE GO W FROM THE RAILROAD DEPOT FOR 4.4 MILES
 OT0801'AND TAKE LEFT FORK.  GO S AND W FOR 5.0 MILES AND TURN RIGHT
 OT0801'(N) AT A CROSSROADS AND A WHITE SCHOOL IN THE SW ANGLE.  GO
 OT0801'1.9 MILES AND TURN LEFT (W) THRU A WIRE GATE AT THE STATE LINE.
 OT0801'GO 0.55 MILE TO THE AZIMUTH MARK ON THE S SIDE OF THE TRACK
 OT0801'ROAD AT A WIRE GATE IN A N-S WIRE FENCE, CONTINUE W FOR 0.3
 OT0801'MILE TO THE STATION.
 OT0801'
 OT0801'A 4-FOOT SIGNAL AT EGAN IS VISIBLE AT 64 FEET.
 OT0801'
 OT0801'A 4-FOOT SIGNAL AT WOLF IS VISIBLE AT 20 FEET.
 OT0801'
 OT0801'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0407 ***********************************************************************
 QT0407  DESIGNATION -  SLICK
 QT0407  PID         -  QT0407
 QT0407  STATE/COUNTY-  SD/PERKINS
 QT0407  COUNTRY     -  US
 QT0407  USGS QUAD   -  COAL SPRINGS NW (2017)
 QT0407
 QT0407                         *CURRENT SURVEY CONTROL
 QT0407  ______________________________________________________________________
 QT0407* NAD 83(1996) POSITION- 45 24 47.64692(N) 102 10 10.94540(W)   ADJUSTED
 QT0407* NAVD 88 ORTHO HEIGHT -   788.9   (meters)     2588.    (feet) VERTCON3
 QT0407  ______________________________________________________________________
 QT0407  GEOID HEIGHT    -        -18.861 (meters)                     GEOID18
 QT0407  LAPLACE CORR    -         -6.09  (seconds)                    DEFLEC18
 QT0407  HORZ ORDER      -  SECOND
 QT0407
 QT0407.The horizontal coordinates were established by classical geodetic methods
 QT0407.and adjusted by the National Geodetic Survey in January 1998.
 QT0407
 QT0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0407
 QT0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0407.GEOID18 height accuracy estimate available here.
 QT0407
 QT0407.Click photographs - Photos may exist for this station.
 QT0407
 QT0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0407
 QT0407. The following values were computed from the NAD 83(1996) position.
 QT0407
 QT0407;                    North         East     Units Scale Factor Converg.
 QT0407;SPC SD N     -   177,841.077   430,186.920   MT  0.99995905   -1 32 08.1
 QT0407;SPC SD N     -   583,466.93  1,411,371.59   sFT  0.99995905   -1 32 08.1
 QT0407;UTM  13      - 5,032,754.399   721,459.914   MT  1.00020305   +2 00 59.5
 QT0407
 QT0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0407!SPC SD N     -   0.99987928  x   0.99995905  =   0.99983834
 QT0407!UTM  13      -   0.99987928  x   1.00020305  =   1.00008231
 QT0407
 QT0407:                Primary Azimuth Mark                     Grid Az
 QT0407:SPC SD N     -  SLICK AZ MK                              007 14 44.3
 QT0407:UTM  13      -  SLICK AZ MK                              003 41 36.7
 QT0407
 QT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2145932754(NAD 83)
 QT0407
 QT0407|---------------------------------------------------------------------|
 QT0407| PID    Reference Object                     Distance      Geod. Az  |
 QT0407|                                                           dddmmss.s |
 QT0407| CQ9527 SLICK RM 2                           12.432 METERS 00055     |
 QT0407| CQ9525 SLICK AZ MK                                        0054236.2 |
 QT0407| CQ9526 SLICK RM 1                           13.600 METERS 18102     |
 QT0407|---------------------------------------------------------------------|
 QT0407
 QT0407                          SUPERSEDED SURVEY CONTROL
 QT0407
 QT0407  NAD 83(1986)-  45 24 47.63840(N)    102 10 10.94361(W) AD(       ) 2
 QT0407  NAD 27      -  45 24 47.71000(N)    102 10 09.35800(W) AD(       ) 2
 QT0407  NGVD 29 (07/19/86)  788.5    (m)         2587.     (f) VERT ANG       
 QT0407
 QT0407.Superseded values are not recommended for survey control.
 QT0407
 QT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0407.See file dsdata.pdf to determine how the superseded data were derived.
 QT0407
 QT0407_MARKER: DS = TRIANGULATION STATION DISK
 QT0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0407_STAMPING: SLICK 1951
 QT0407_MARK LOGO: CGS
 QT0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0407+STABILITY: SURFACE MOTION
 QT0407
 QT0407  HISTORY     - Date     Condition        Report By
 QT0407  HISTORY     - 1951     MONUMENTED       CGS
 QT0407
 QT0407                          STATION DESCRIPTION
 QT0407
 QT0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0407'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGHWAY
 QT0407'EMBANKMENT, ABOUT 3.5 MILES SOUTHWEST OF COAL SPRINGS, 0.05
 QT0407'MILE SOUTH OF A GRADED DIRT SIDE ROAD TO THE WEST, 98 FEET
 QT0407'WEST OF THE CENTER OF STATE HIGHWAY NO. 73, AND 2 FEET EAST
 QT0407'OF A WIRE FENCE.
 QT0407'
 QT0407'TO REACH THE STATION FROM THE COAL SPRINGS POST OFFICE,
 QT0407'GO WEST ON STATE HIGHWAY NO. 8 FOR 3.0 MILES TO A JUNCTION
 QT0407'WITH STATE HIGHWAY NO. 73.  THEN SOUTH ON NO. 73 FOR 1.55
 QT0407'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 QT0407'SOUTH FOR 0.55 MILE TO A GRADED DIRT SIDE ROAD ON THE RIGHT.
 QT0407'CONTINUE SOUTH FOR 0.05 MILE TO THE STATION ON THE RIGHT AS
 QT0407'DESCRIBED.
 QT0407'
 QT0407'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0407'SLICK 1951.
 QT0407'
 QT0407'REFERENCE MARK NO. 1 IS 98 FEET WEST OF THE CENTER OF THE
 QT0407'HIGHWAY, AND 2 FEET EAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 QT0407'AND THE DISK IS STAMPED SLICK NO 1 1951.
 QT0407'
 QT0407'REFERENCE MARK NO. 2 IS 98 FEET WEST OF THE CENTER OF THE
 QT0407'HIGHWAY, AND 2 FEET EAST OF THE WIRE FENCE.  IT PROJECTS 3
 QT0407'INCHES, AND THE DISK IS STAMPED SLICK NO 2 1951.
 QT0407'
 QT0407'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF THE HIGHWAY,
 QT0407'AND 30 FEET NORTH OF THE CENTER OF A TRACK ROAD.  IT PROJECTS
 QT0407'2 INCHES, AND THE DISK IS STAMPED SLICK 1951.
 QT0407'
 QT0407'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0407'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1048 ***********************************************************************
 PT1048  DESIGNATION -  SLIDE
 PT1048  PID         -  PT1048
 PT1048  STATE/COUNTY-  SD/STANLEY
 PT1048  COUNTRY     -  US
 PT1048  USGS QUAD   -  TETON (2017)
 PT1048
 PT1048                         *CURRENT SURVEY CONTROL
 PT1048  ______________________________________________________________________
 PT1048* NAD 83(1996) POSITION- 44 16 23.98765(N) 100 33 20.35250(W)   ADJUSTED
 PT1048* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 PT1048  ______________________________________________________________________
 PT1048  GEOID HEIGHT    -        -23.526 (meters)                     GEOID18
 PT1048  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 PT1048  HORZ ORDER      -  THIRD
 PT1048
 PT1048.The horizontal coordinates were established by classical geodetic methods
 PT1048.and adjusted by the National Geodetic Survey in January 1998.
 PT1048
 PT1048.The orthometric height was scaled from a topographic map.
 PT1048
 PT1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1048.GEOID18 height accuracy estimate available here.
 PT1048
 PT1048.Click photographs - Photos may exist for this station.
 PT1048
 PT1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1048
 PT1048. The following values were computed from the NAD 83(1996) position.
 PT1048
 PT1048;                    North         East     Units Scale Factor Converg.
 PT1048;SPC SD S     -   215,548.140   582,251.127   MT  0.99997221   -0 09 12.1
 PT1048;SPC SD S     -   707,177.52  1,910,268.91   sFT  0.99997221   -0 09 12.1
 PT1048;UTM  14      - 4,903,408.421   375,850.461   MT  0.99978956   -1 05 10.0
 PT1048
 PT1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1048!SPC SD S     -   0.99991959  x   0.99997221  =   0.99989180
 PT1048!UTM  14      -   0.99991959  x   0.99978956  =   0.99970917
 PT1048
 PT1048:                Primary Azimuth Mark                     Grid Az
 PT1048:SPC SD S     -  SLIDE AZ MK                              196 01 11.6
 PT1048:UTM  14      -  SLIDE AZ MK                              196 57 09.5
 PT1048
 PT1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7585003408(NAD 83)
 PT1048
 PT1048|---------------------------------------------------------------------|
 PT1048| PID    Reference Object                     Distance      Geod. Az  |
 PT1048|                                                           dddmmss.s |
 PT1048| CO6139 SLIDE RM 2                           12.850 METERS 13730     |
 PT1048| AH7845 SLIDE AZ MK                                        1955159.5 |
 PT1048| CO6138 SLIDE RM 1                           11.351 METERS 34145     |
 PT1048|---------------------------------------------------------------------|
 PT1048
 PT1048                          SUPERSEDED SURVEY CONTROL
 PT1048
 PT1048  NAD 83(1986)-  44 16 23.98339(N)    100 33 20.35543(W) AD(       ) 3
 PT1048  NAD 27      -  44 16 24.04600(N)    100 33 18.86400(W) AD(       ) 3
 PT1048
 PT1048.Superseded values are not recommended for survey control.
 PT1048
 PT1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1048.See file dsdata.pdf to determine how the superseded data were derived.
 PT1048
 PT1048_MARKER: DS = TRIANGULATION STATION DISK
 PT1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1048_STAMPING: SLIDE 1952
 PT1048_MARK LOGO: CGS
 PT1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1048+STABILITY: SURFACE MOTION
 PT1048
 PT1048  HISTORY     - Date     Condition        Report By
 PT1048  HISTORY     - 1952     MONUMENTED       CGS
 PT1048  HISTORY     - 1981     GOOD             NGS
 PT1048
 PT1048                          STATION DESCRIPTION
 PT1048
 PT1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1048'THE STATION IS IN SECTION 30, T 4 N, R 30 E, 12 MILES SOUTHWEST
 PT1048'OF FORT PIERRE, 1 MILE NORTH OF THE BAD RIVER AND ON THE SOUTH
 PT1048'END OF A RIDGE BETWEEN ASH AND BROKEN NECK CREEKS.
 PT1048'
 PT1048'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE GO
 PT1048'SOUTH ON U.S. HIGHWAY 83 FOR 1.4 MILES TO A GRAVELED ROAD ON THE
 PT1048'RIGHT, TURN RIGHT (WESTERLY) AND GO FOR 11.4 MILES TO A STEEL
 PT1048'BRIDGE JUST NORTH OF A RAILWAY BRIDGE, CONTINUE ON THE GRAVELED
 PT1048'ROAD FOR 1.2 MILES TO A FENCE CORNER ON THE RIGHT AND THE
 PT1048'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN RIGHT (NORTHERLY)
 PT1048'LEAVING GRAVELED ROAD AND GO FOR 0.5 MILE TO THE TOP OF RIDGE
 PT1048'AND THE STATION MARK AS DESCRIBED.
 PT1048'
 PT1048'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SLIDE
 PT1048'1952.
 PT1048'
 PT1048'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1048'SLIDE NO 1 1952.
 PT1048'
 PT1048'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1048'SLIDE NO 2 1952.
 PT1048'
 PT1048'THE AZIMUTH MARK IS 120 FEET NORTHEAST OF THE GRAVELED ROAD,
 PT1048'5 FEET NORTH OF A WIRE FENCE CORNER, 3 FEET NORTH OF A WHITE
 PT1048'4 X 4 WITNESS POST AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE
 PT1048'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SLIDE 1952.
 PT1048
 PT1048                          STATION RECOVERY (1981)
 PT1048
 PT1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1048'THE STATION WAS RECOVERED TO INTERSECT 3 MASTS AND POSITION THE
 PT1048'AZIMUTH MARK.  THE ROUTE TO THE STATION HAS CHANGED A LITTLE AND
 PT1048'NEW DESCRIPTIVE TEXT FOLLOWS.
 PT1048'
 PT1048'THE STATION IS LOCATED ABOUT 12 MILES (19.3 KM) SOUTHWEST OF FORT
 PT1048'PIERRE, 1/2 MILE (0.8 KM) NORTH OF BAD RIVER ROAD ON A BLUFF
 PT1048'OVERLOOKING THE ROAD.
 PT1048'
 PT1048'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE, GO SOUTH ON
 PT1048'HIGHWAY 83 FOR 1.5 MILES (2.4 KM) TO A GRAVELED SIDE ROAD RIGHT (BAD
 PT1048'RIVER ROAD).  TURN RIGHT AND FOLLOW MAIN GRAVELED ROAD FOR 11 MILES
 PT1048'(17.7 KM) TO A STEEL BRIDGE.  CONTINUE ON THE MAIN ROAD FOR 1.2 MILES
 PT1048'(1.9 KM) TO WHERE THE MAIN ROAD CURVES LEFT AND THE AZIMUTH MARK AND
 PT1048'A GATE ON THE RIGHT.  PASS THROUGH GATE AND FOLLOW BLADED TRAIL
 PT1048'UPHILL, NORTHERLY, FOR 0.4 MILE (0.6 KM) TO TOP OF BLUFF AND STATION
 PT1048'ON THE LEFT.
 PT1048'
 PT1048'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PT1048'STAMPED---SLIDE 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT1048'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES)
 PT1048'ABOVE THE GROUND LOCATED 7.5 METERS (25 FEET) WSW FROM THE CENTER OF
 PT1048'THE TRAIL.
 PT1048'
 PT1048'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1048'NOS) DISK STAMPED---SLIDE NO 1 1952---SET INTO THE TOP OF A ROUND
 PT1048'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3
 PT1048'INCHES) ABOVE THE GROUND LOCATED 5.5 METERS (18 FEET) SW FROM THE
 PT1048'CENTER OF THE TRAIL AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 PT1048'
 PT1048'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1048'NOS) DISK STAMPED---SLIDE NO 2 1952---SET INTO THE TOP OF A ROUND
 PT1048'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 15 CM (6
 PT1048'INCHES) ABOVE THE GROUND LOCATED 6 METERS (20 FEET) WSW FROM THE
 PT1048'CENTER OF THE TRAIL.
 PT1048'
 PT1048'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 PT1048'DISK STAMPED---SLIDE 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT1048'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 30 CM (12 INCHES)
 PT1048'BELOW THE GROUND LOCATED 44 METERS (145 FEET) NW FROM THE CENTER OF
 PT1048'THE GRAVELED ROAD, 15.8 METERS (51.8 FEET) S FROM A CORNER AND GATE
 PT1048'POST, 0.9 METER (3 FEET) NNW FROM AN OLD WOODEN WITNESS POST WHICH
 PT1048'PROJECTS 5 CM, AND 0.15 METER (0.5 FOOT) W FROM A METAL WITNESS POST
 PT1048'IN A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0765 ***********************************************************************
 OT0765  DESIGNATION -  SLIM
 OT0765  PID         -  OT0765
 OT0765  STATE/COUNTY-  SD/SHANNON
 OT0765  COUNTRY     -  US
 OT0765  USGS QUAD   -  SLIM BUTTE (2017)
 OT0765
 OT0765                         *CURRENT SURVEY CONTROL
 OT0765  ______________________________________________________________________
 OT0765* NAD 83(1996) POSITION- 43 05 14.28467(N) 102 52 17.11552(W)   ADJUSTED
 OT0765* NAVD 88 ORTHO HEIGHT -  1078.0   (meters)     3537.    (feet) VERTCON3
 OT0765  ______________________________________________________________________
 OT0765  GEOID HEIGHT    -        -17.774 (meters)                     GEOID18
 OT0765  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 OT0765  HORZ ORDER      -  FIRST
 OT0765
 OT0765.The horizontal coordinates were established by classical geodetic methods
 OT0765.and adjusted by the National Geodetic Survey in January 1998.
 OT0765
 OT0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0765
 OT0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0765.GEOID18 height accuracy estimate available here.
 OT0765
 OT0765.Click photographs - Photos may exist for this station.
 OT0765
 OT0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0765
 OT0765. The following values were computed from the NAD 83(1996) position.
 OT0765
 OT0765;                    North         East     Units Scale Factor Converg.
 OT0765;SPC SD S     -    86,916.671   393,377.712   MT  0.99994955   -1 45 03.3
 OT0765;SPC SD S     -   285,159.11  1,290,606.71   sFT  0.99994955   -1 45 03.3
 OT0765;UTM  13      - 4,772,708.483   673,253.861   MT  0.99996927   +1 27 15.9
 OT0765
 OT0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0765!SPC SD S     -   0.99983376  x   0.99994955  =   0.99978332
 OT0765!UTM  13      -   0.99983376  x   0.99996927  =   0.99980304
 OT0765
 OT0765:                Primary Azimuth Mark                     Grid Az
 OT0765:SPC SD S     -  SLIM AZ MK                               175 21 32.1
 OT0765:UTM  13      -  SLIM AZ MK                               172 09 12.9
 OT0765
 OT0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7325372708(NAD 83)
 OT0765
 OT0765|---------------------------------------------------------------------|
 OT0765| PID    Reference Object                     Distance      Geod. Az  |
 OT0765|                                                           dddmmss.s |
 OT0765| CQ4929 SLIM RM 1                            25.778 METERS 00603     |
 OT0765| CQ4928 SLIM AZ MK                                         1733628.8 |
 OT0765| NP0689 CHEYENNE HURON AWY BCN 17           APPROX.33.9 KM 2121617.1 |
 OT0765| CQ4930 SLIM RM 2                            16.959 METERS 30304     |
 OT0765| OT0814 LOOKOUT TOWER ON MT COOLIDGE        APPROX.86.8 KM 3212635.8 |
 OT0765| OT0811 BLACK HILLS N HIGH PART PEAK                       3283307.8 |
 OT0765|---------------------------------------------------------------------|
 OT0765
 OT0765                          SUPERSEDED SURVEY CONTROL
 OT0765
 OT0765  NAD 83(1995)-  43 05 14.28432(N)    102 52 17.11511(W) AD(       ) 1
 OT0765  NAD 83(1993)-  43 05 14.27963(N)    102 52 17.11306(W) AD(       ) 1
 OT0765  NAD 83(1986)-  43 05 14.26944(N)    102 52 17.11289(W) AD(       ) 1
 OT0765  NAD 27      -  43 05 14.34300(N)    102 52 15.46100(W) AD(       ) 1
 OT0765  NGVD 29 (07/19/86) 1077.5    (m)         3535.     (f) VERT ANG       
 OT0765
 OT0765.Superseded values are not recommended for survey control.
 OT0765
 OT0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0765.See file dsdata.pdf to determine how the superseded data were derived.
 OT0765
 OT0765_MARKER: DS = TRIANGULATION STATION DISK
 OT0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0765_STAMPING: SLIM 1934
 OT0765_MARK LOGO: CGS
 OT0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0765+STABILITY: SURFACE MOTION
 OT0765
 OT0765  HISTORY     - Date     Condition        Report By
 OT0765  HISTORY     - 1934     MONUMENTED       CGS
 OT0765  HISTORY     - 1936     GOOD             CGS
 OT0765  HISTORY     - 1941     GOOD             CGS
 OT0765
 OT0765                          STATION DESCRIPTION
 OT0765
 OT0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0765'STATION IS ABOUT 10 MILES SW OF THE OGLALA POST OFFICE AND IS
 OT0765'NEAR THE EASTERN END OF A LONG RIDGE, LOCALLY KNOWN AS SLIM
 OT0765'BUTTES.  IT IS LOCATED ON A BARE-TOPPED HILL.
 OT0765'
 OT0765'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 OT0765'BRONZE DISKS SET IN CONCRETE.
 OT0765'
 OT0765'REFERENCE MARK NO. 1 IS NW, AND REFERENCE MARK NO. 2 IS W OF
 OT0765'STATION.
 OT0765'
 OT0765'AZIMUTH MARK IS ABOUT 0.6 MILE S OF STATION AND 12 FEET W
 OT0765'OF THE TRAIL AT A POINT WHERE IT RUNS OVER A SMALL SADDLE.
 OT0765'
 OT0765'STATION IS REACHED FROM OGLALA BY GOING NW ON U.S. HIGHWAY
 OT0765'18, 0.6 MILE.  LEAVE HIGHWAY AND TURN S ON CHADRON ROAD.
 OT0765'GO W AND S 12.0 MILES TO PINE RIDGE-CHADRON ROAD.  FOLLOW
 OT0765'THIS ROAD S AND W 1.3 MILES TO A GATE ON THE W SIDE OF THE
 OT0765'ROAD.  PASS THROUGH GATE, TAKE RIGHT FORK, AND GO 1.1 MILES
 OT0765'TO A GATE IN A FENCE CORNER.  PASS THROUGH GATE AND FOLLOW
 OT0765'ROAD 0.7 MILE TO SOME RANCH BUILDINGS ON LEFT.  TAKE TRAIL
 OT0765'N FROM RANCH AND GO 0.2 MILE TO THE AZIMUTH MARK ON W SIDE
 OT0765'OF TRAIL.  CONTINUE N ON TRAIL UP A CANYON 0.4 MILE,
 OT0765'TO A SADDLE, TAKE DIM RIGHT FORK IN SADDLE AND GO E ALONG
 OT0765'RIDGE 0.15 MILE TO TOP OF HILL AND STATION.
 OT0765'
 OT0765'A FOUR-FOOT STAND WAS ERECTED.
 OT0765
 OT0765                          STATION RECOVERY (1936)
 OT0765
 OT0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0765'STATION IS LOCATED ABOUT 24.5 MILES BY ROAD N BY E OF CHADRON,
 OT0765'NEBRASKA, ON A HIGH BASE-TYPED HILL, ABOUT 2.8 MILES E OF THE
 OT0765'OGLALA-CHADRON ROAD.
 OT0765'
 OT0765'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 OT0765'EXCELLENT CONDITION, WITH EXCEPTIONS LISTED BELOW.  NO OTHER
 OT0765'ADDITIONAL MEASUREMENTS WERE AVAILABLE.
 OT0765'
 OT0765'SLIM-1934.  THE TRIANGULATION STATION IS LOCATED ON HIGHEST
 OT0765'PART OF HILL.  A ONE-FOOT SQUARE CONCRETE POST, PROJECTING
 OT0765'4 INCHES.
 OT0765'
 OT0765'SLIM-NO. 1 1934.  REFERENCE MARK NO. 1 IS 84.38 FEET NW OF
 OT0765'THE TRIANGULATION STATION.  IT IS A ONE-FOOT SQUARE CONCRETE
 OT0765'POST, PROJECTING ONE INCH.
 OT0765'
 OT0765'SLIM NO. 2 1934.  REFERENCE MARK NO. 2 IS 55.58 FEET W OF THE
 OT0765'TRIANGULATION STATION, ON SLOPE TO NW.
 OT0765'
 OT0765'SLIM-1934.  AZIMUTH MARK RECOVERED AS DESCRIBED.  A ONE-FOOT
 OT0765'SQUARE CONCRETE POST, PROJECTING 2 INCHES.
 OT0765'
 OT0765'TO REACH FROM PINE RIDGE, S.D., GO W FROM THE INDIAN AGENCY
 OT0765'OFFICE ON PINE RIDGE-CHADRON ROAD (GRADED AND MARKED, BUT
 OT0765'NOT SHOWN ON MAP) FOR 15.4 MILES TO T-ROAD N, WITH SIGN TO
 OT0765'OGLALA TO N.  THE ROAD N IS THE OGLALA ROAD.  THIS POINT IS
 OT0765'JUST SW OF THE SLIM BUTTE DAY SCHOOL.  CONTINUE ON PINE
 OT0765'RIDGE-CHADRON ROAD FOR 1.2 MILES TO A GATE ON W SIDE OF ROAD,
 OT0765'PASS THROUGH GATE, TAKE RIGHT FORK AND GO 1.2 MILES TO A
 OT0765'BROKEN DOWN GATE IN A FENCE CORNER.  CONTINUE THROUGH GATE
 OT0765'FOR 0.5 MILE TO A FENCE IN A DRAW.  THEN LEAVE MAIN TRAIL AND
 OT0765'TAKE DIMMER OF TWO TRAILS FOR 0.2 MILE UP HILL WHICH PASSES
 OT0765'TO RIGHT OF AN EMPTY RANCH HOUSE.  CONTINUE ON ROAD TRAIL,
 OT0765'GRADED, AND UP CANYON (STEEP GRADE) FOR 0.9 MILE TO TOP OF
 OT0765'SMALL SADDLE.  HERE TURN RIGHT ON RUTTED TRAIL AND GO 0.1
 OT0765'MILE TO TOP OF HILL AND STATION.
 OT0765'
 OT0765'ALL OBJECTS WISIBLE FROM THE GROUND.
 OT0765
 OT0765                          STATION RECOVERY (1941)
 OT0765
 OT0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0765'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 OT0765'CONDITION.  IT IS LOCATED IN THE NE 1/4 SEC. 20, T. 36 N,
 OT0765'R. 47 W, ON THE PINE RIDGE INDIAN RESERVATION, 16 MILES W
 OT0765'AND 4 MILES N OF PINE RIDGE.  STATION IS ON THE EASTERN AND
 OT0765'LOWER END OF A LARGE PROMINENT BUTTE KNOWN AS SLIM BUTTE.
 OT0765'IT IS 6 FEET SW OF A WHITE REFERENCE POST, IS STAMPED SLIM
 OT0765'1934 AND PROJECTS 6 INCHES.
 OT0765'
 OT0765'REFERENCE MARK NO. 1 IS STAMPED SLIM NO. 1, 1934 AND PROJECTS
 OT0765'4 INCHES.
 OT0765'
 OT0765'REFERENCE MARK NO. 2 IS STAMPED SLIM NO. 2, 1934 AND PROJECTS
 OT0765'4 INCHES.
 OT0765'
 OT0765'THE AZIMUTH MARK IS 2.5 FEET E OF A WHITE REFERENCE POST, IS
 OT0765'STAMPED SLIM AZIMUTH 1934 AND PROJECTS 4 INCHES.
 OT0765'
 OT0765'TO REACH THE STATION FROM THE NW CORNER OF THE FAIR GROUNDS
 OT0765'IN CHADRON, NEBRASKA, GO E ON A GRADED DIRT ROAD FOR 1.4 MILES
 OT0765'THEN TURN LEFT (N) FOR 1.0 MILE, THEN E FOR 0.6 MILE, THEN
 OT0765'LEFT (N) FOR 1.0 MILE, THEN RIGHT (E) FOR 0.5 MILE TO A FORKS.
 OT0765'TAKE LEFT FORK FOR 14.85 MILES, GOING N AND E ON MAIN GRADED
 OT0765'DIRT ROAD.  THEN TURN RIGHT (E) FOR 1.5 MILES KEEPING ON MAIN
 OT0765'ROAD TO A WIRE GATE ON THE LEFT.  PASS THROUGH GATE, TAKE RIGHT
 OT0765'FORK FOR 1.9 MILES TO THE REMAINS OF A CABIN.  BEAR RIGHT
 OT0765'AND FOLLOW DIM PASTURE ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 OT0765'ON THE LEFT.  CONTINUE FOR 0.45 MILE THEN TURN SHARP RIGHT
 OT0765'AT THE TOP OF GRADE AND GO E ALONG THE RIDGE FOR 0.15 MILE
 OT0765'TO TOP OF THE BUTTE AND THE STATION.
 OT0765'
 OT0765'AN 87-FOOT SIGNAL AT HUNTER IS VISIBLE ON THE GROUND.
 OT0765'
 OT0765'A 4-FOOT SIGNAL AT ISINGLASS IS VISIBLE ON THE GROUND.
 OT0765'
 OT0765'A 4-FOOT SIGNAL AT DAVIS IS VISIBLE AT 15 FEET.
 OT0765'
 OT0765'A 37-FOOT STEEL TOWER WAS USED AT SLIM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0496 ***********************************************************************
 QT0496  DESIGNATION -  SLIM
 QT0496  PID         -  QT0496
 QT0496  STATE/COUNTY-  SD/HARDING
 QT0496  COUNTRY     -  US
 QT0496  USGS QUAD   -  SHEEP MOUNTAIN (2017)
 QT0496
 QT0496                         *CURRENT SURVEY CONTROL
 QT0496  ______________________________________________________________________
 QT0496* NAD 83(1996) POSITION- 45 19 12.25911(N) 103 02 24.97745(W)   ADJUSTED
 QT0496* NAVD 88 ORTHO HEIGHT -  1043.    (meters)     3422.    (feet) VERTCON3
 QT0496  ______________________________________________________________________
 QT0496  GEOID HEIGHT    -        -16.974 (meters)                     GEOID18
 QT0496  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 QT0496  HORZ ORDER      -  FIRST
 QT0496
 QT0496.The horizontal coordinates were established by classical geodetic methods
 QT0496.and adjusted by the National Geodetic Survey in January 1998.
 QT0496
 QT0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0496
 QT0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0496.GEOID18 height accuracy estimate available here.
 QT0496
 QT0496.Click photographs - Photos may exist for this station.
 QT0496
 QT0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0496
 QT0496. The following values were computed from the NAD 83(1996) position.
 QT0496
 QT0496;                    North         East     Units Scale Factor Converg.
 QT0496;SPC SD N     -   169,687.091   361,690.521   MT  0.99995010   -2 09 06.2
 QT0496;SPC SD N     -   556,715.06  1,186,646.32   sFT  0.99995010   -2 09 06.2
 QT0496;UTM  13      - 5,020,375.438   653,593.925   MT  0.99989007   +1 23 37.4
 QT0496
 QT0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0496!SPC SD N     -   0.99983909  x   0.99995010  =   0.99978920
 QT0496!UTM  13      -   0.99983909  x   0.99989007  =   0.99972918
 QT0496
 QT0496:                Primary Azimuth Mark                     Grid Az
 QT0496:SPC SD N     -  SLIM AZ MK                               063 03 11.8
 QT0496:UTM  13      -  SLIM AZ MK                               059 30 28.2
 QT0496
 QT0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5359320375(NAD 83)
 QT0496
 QT0496|---------------------------------------------------------------------|
 QT0496| PID    Reference Object                     Distance      Geod. Az  |
 QT0496|                                                           dddmmss.s |
 QT0496| CQ9530 SLIM RM 2                             7.861 METERS 01416     |
 QT0496| CQ9528 SLIM AZ MK                                         0605405.6 |
 QT0496| CQ9529 SLIM RM 1                             8.138 METERS 10547     |
 QT0496|---------------------------------------------------------------------|
 QT0496
 QT0496                          SUPERSEDED SURVEY CONTROL
 QT0496
 QT0496  NAD 83(1993)-  45 19 12.25101(N)    103 02 24.97524(W) AD(       ) 1
 QT0496  NAD 83(1986)-  45 19 12.24905(N)    103 02 24.97523(W) AD(       ) 1
 QT0496  NAD 27      -  45 19 12.29000(N)    103 02 23.36800(W) AD(       ) 1
 QT0496  NGVD 29 (07/19/86) 1043.     (m)         3422.     (f) VERT ANG       
 QT0496
 QT0496.Superseded values are not recommended for survey control.
 QT0496
 QT0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0496.See file dsdata.pdf to determine how the superseded data were derived.
 QT0496
 QT0496_MARKER: DS = TRIANGULATION STATION DISK
 QT0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0496_STAMPING: SLIM 1938
 QT0496_MARK LOGO: CGS
 QT0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0496+STABILITY: SURFACE MOTION
 QT0496
 QT0496  HISTORY     - Date     Condition        Report By
 QT0496  HISTORY     - 1938     MONUMENTED       CGS
 QT0496  HISTORY     - 1952     GOOD             CGS
 QT0496  HISTORY     - 1954     GOOD             CGS
 QT0496  HISTORY     - 1973     GOOD             USGS
 QT0496
 QT0496                          STATION DESCRIPTION
 QT0496
 QT0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QT0496'STATION SLIM IS LOCATED IN THE NW PART OF SOUTH DAKOTA, IN
 QT0496'THE SE PART OF HARDING COUNTY, ON THE SE END OF SLIM BUTTES.
 QT0496'IN SECTION 28, T 16 N, R 9 E, ABOUT 2 MILES NW OF THE EXTREME
 QT0496'SE CORNER OF THE NATIONAL FOREST BOUNDARY.  THE STATION IS ABOUT
 QT0496'9 MILES AIRLINE NW OF ZEONA, ABOUT 40 MILES AIRLINE E AND N OF
 QT0496'REDIG, AND ABOUT 16 MILES AIRLINE SW OF STROOL.
 QT0496'
 QT0496'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0496'BRONZE DISKS SET IN CONCRETE.
 QT0496'
 QT0496'STATION SLIM IS REACHED FROM THE POST OFFICE IN MUD BUTTE BY
 QT0496'GOING N ON COUNTY ROAD 20.15 MILES, OR 5.95 MILES N OF ZEONA
 QT0496'TO A T-ROAD GOING E.  CONTINUE N 1.0 MILE TO A ROAD GOING W.
 QT0496'TURN W AND GO 4.2 MILES TO A LARGE RANCH ON LEFT.  TAKE DIM ROAD
 QT0496'GOING N PAST A FRAME BUILDING 0.5 MILE TO A GATE.  GO THROUGH
 QT0496'GATE, TURN LEFT, AND FOLLOW MAIN TRAVELED ROAD NW 0.65 MILE TO
 QT0496'A FORK.  TAKE LEFT FORK AND GO 2.0 MILES TO A WINDMILL AND
 QT0496'CORRAL.  CONTINUE NW 0.8 MILE TO A GATE, GO THROUGH GATE AND
 QT0496'GO 1.3 MILES TO THE AZIMUTH MARK 20 FEET S OF ROAD.  FROM
 QT0496'HERE CONTINUE ON SAME ROAD 1.3 MILES THEN TURN S 0.35 MILE TO
 QT0496'THE STATION ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 QT0496
 QT0496                          STATION RECOVERY (1952)
 QT0496
 QT0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0496'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0496'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QT0496'
 QT0496'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QT0496
 QT0496                          STATION RECOVERY (1954)
 QT0496
 QT0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0496'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0496'TO BE IN GOOD CONDITION.  IN THE 1938 AND 1952 DESCRIPTION THE
 QT0496'DIRECTION TO REFERENCE MARK NO. 1 IS THE DIRECTION TO REFERENCE
 QT0496'MARK NO. 2.  THE DIRECTION TO REFERENCE MARK NO. 2 IS THE
 QT0496'DIRECTION TO REFERENCE MARK NO. 1.  A COMPLETE TO REACH THE
 QT0496'STATION FOLLOWS.
 QT0496'
 QT0496'TO REACH THE STATION FROM MUD BUTTE, GO NORTH ON DIRT ROAD FOR
 QT0496'14.2 MILES TO ZEONA, CONTINUE NORTH ON DIRT ROAD FOR 5.95 MILES
 QT0496'TO A SIDE ROAD RIGHT, EAST, CONTINUE NORTH ON DIRT ROAD FOR 1.0
 QT0496'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 4.2 MILES
 QT0496'TO A RANCH HOUSE ON THE LEFT, TURN RIGHT AND GO NORTH ON DIM
 QT0496'TRACK ROAD FOR 0.8 MILE TO A FENCE AND WIRE GATE, CONTINUE
 QT0496'NORTHWESTERLY ON DIM TRACK ROAD FOR 0.35 MILE TO A POND, CROSS
 QT0496'DAM AT POND AND CONTINUE NORTHWESTERLY ON DIM TRACK ROAD FOR
 QT0496'1.2 MILE TO WHERE ROAD FORKS, TURN RIGHT AND GO NORTH ON DIM
 QT0496'TRACK ROAD FOR 1.1 MILE TO A WINDMILL AND CORRAL, CONTINUE
 QT0496'NORTHWESTERLY ON DIM TRACK ROAD FOR 1 MILE TO A FENCE AND WIRE
 QT0496'GATE, CONTINUE ON DIM TRACK ROAD, UP HILL, FOR 1.5 MILE.  FROM
 QT0496'THIS POINT GO SOUTH ACROSS RANGE FOR ABOUT 0.3 MILE TO EDGE
 QT0496'OF BUTTE AND STATION AS DESCRIBED.
 QT0496
 QT0496                          STATION RECOVERY (1973)
 QT0496
 QT0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 QT0496'TO REACH THE STATION FROM THE POST OFFICE IN ZEONA, SOUTH DAKOTA,
 QT0496'GO NORTH ON GRAVEL RD. FOR 6.7 MI TO A T-RD W.  TURN LEFT AND GO
 QT0496'WEST ON GRAVEL RD FOR 4.15 MI TO A DIM TRACK RD LEADING NORTH
 QT0496'JUST WEST OF A SCHOOL BUILDING AND NORTHEAST OF A RANCH YARD.
 QT0496'TURN RIGHT AND GO NORTHERLY ON TRACK RD. FOR 0.75 MI TO
 QT0496'A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON TRACK
 QT0496'RD. CROSSING A DAM AT 0.35 MI.  CONTINUE NORTHERLY ON TRACK
 QT0496'RD. FOR 1.15 MI TO A RD. FORK.  TAKE RIGHT FORK AND GO
 QT0496'NORTHEASTERLY ON TRACK RD. FOR 1.0 MI TO A WINDMILL.  CONTINUE
 QT0496'NORTHWESTERLY ON TRACK RD. FOR 0.70 MI TO A RD. FORK.  TAKE
 QT0496'LEFT FORK AND GO WESTERLY ON TRACK RD. FOR 0.25 MI TO A GATE.
 QT0496'PASS THROUGH THE GATE AND CONTINUE WESTERLY ON TRACK RD. FOR
 QT0496'1.55 MI TO TOP.  TURN LEFT AND GO SOUTH ACROSS COUNTRY FOR 0.3
 QT0496'MI TO THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND THE
 QT0496'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0473 ***********************************************************************
 QT0473  DESIGNATION -  SLIM BUTTE LUTH CHURCH SPIRE
 QT0473  PID         -  QT0473
 QT0473  STATE/COUNTY-  SD/HARDING
 QT0473  COUNTRY     -  US
 QT0473  USGS QUAD   -  REVA (2017)
 QT0473
 QT0473                         *CURRENT SURVEY CONTROL
 QT0473  ______________________________________________________________________
 QT0473* NAD 83(1996) POSITION- 45 32 44.48637(N) 103 02 01.95020(W)   ADJUSTED
 QT0473  ______________________________________________________________________
 QT0473  GEOID HEIGHT    -        -16.807 (meters)                     GEOID18
 QT0473  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 QT0473  HORZ ORDER      -  THIRD
 QT0473
 QT0473.The horizontal coordinates were established by classical geodetic methods
 QT0473.and adjusted by the National Geodetic Survey in January 1998.
 QT0473
 QT0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0473.GEOID18 height accuracy estimate available here.
 QT0473
 QT0473.Click photographs - Photos may exist for this station.
 QT0473
 QT0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0473
 QT0473. The following values were computed from the NAD 83(1996) position.
 QT0473
 QT0473;                    North         East     Units Scale Factor Converg.
 QT0473;SPC SD N     -   194,725.036   363,131.122   MT  0.99997634   -2 08 49.9
 QT0473;SPC SD N     -   638,860.39  1,191,372.69   sFT  0.99997634   -2 08 49.9
 QT0473;UTM  13      - 5,045,452.736   653,482.232   MT  0.99988963   +1 24 13.4
 QT0473
 QT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5348245452(NAD 83)
 QT0473
 QT0473                          SUPERSEDED SURVEY CONTROL
 QT0473
 QT0473  NAD 83(1993)-  45 32 44.47708(N)    103 02 01.94733(W) AD(       ) 3
 QT0473  NAD 83(1986)-  45 32 44.47631(N)    103 02 01.94624(W) AD(       ) 3
 QT0473  NAD 27      -  45 32 44.50500(N)    103 02 00.34200(W) AD(       ) 3
 QT0473
 QT0473.Superseded values are not recommended for survey control.
 QT0473
 QT0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0473.See file dsdata.pdf to determine how the superseded data were derived.
 QT0473
 QT0473_MARKER: 90 = CHURCH SPIRE
 QT0473
 QT0473  HISTORY     - Date     Condition        Report By
 QT0473  HISTORY     - 1952     FIRST OBSERVED   CGS
 QT0473
 QT0473                          STATION DESCRIPTION
 QT0473
 QT0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0473'THE CHURCH IS LOCATED ABOUT 11 MILES WEST AND 2-3/4 MILES NORTH
 QT0473'OF STROOL, 2.5 MILES EAST OF REVA AND ON THE NORTH SIDE OF
 QT0473'STATE HIGHWAY 8.
 QT0473'
 QT0473'IT IS A 30 X 40 FOOT SQUARE BUILDING, PAINTED WHITE, AND WITH A
 QT0473'25 FOOT SPIRE ON THE SOUTH END OF THE ROOF.
 QT0473'
 QT0473'THE POINT INTERSECTED WAS A SMALL BALL AT THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0935 ***********************************************************************
 QS0935  DESIGNATION -  SMILEY
 QS0935  PID         -  QS0935
 QS0935  STATE/COUNTY-  SD/CORSON
 QS0935  COUNTRY     -  US
 QS0935  USGS QUAD   -  COTTONWOOD CREEK SE (2017)
 QS0935
 QS0935                         *CURRENT SURVEY CONTROL
 QS0935  ______________________________________________________________________
 QS0935* NAD 83(1996) POSITION- 45 36 29.79666(N) 101 36 12.16083(W)   ADJUSTED
 QS0935* NAVD 88 ORTHO HEIGHT -   700.    (meters)     2297.    (feet) VERTCON3
 QS0935  ______________________________________________________________________
 QS0935  GEOID HEIGHT    -        -20.111 (meters)                     GEOID18
 QS0935  LAPLACE CORR    -         -4.57  (seconds)                    DEFLEC18
 QS0935  HORZ ORDER      -  SECOND
 QS0935
 QS0935.The horizontal coordinates were established by classical geodetic methods
 QS0935.and adjusted by the National Geodetic Survey in January 1998.
 QS0935
 QS0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0935
 QS0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0935.GEOID18 height accuracy estimate available here.
 QS0935
 QS0935.Click photographs - Photos may exist for this station.
 QS0935
 QS0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0935
 QS0935. The following values were computed from the NAD 83(1996) position.
 QS0935
 QS0935;                    North         East     Units Scale Factor Converg.
 QS0935;SPC SD N     -   198,480.558   474,933.382   MT  0.99998638   -1 08 05.2
 QS0935;SPC SD N     -   651,181.63  1,558,177.27   sFT  0.99998638   -1 08 05.2
 QS0935;UTM  14      - 5,053,822.571   296,998.011   MT  1.00010668   -1 51 39.4
 QS0935
 QS0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0935!SPC SD N     -   0.99989335  x   0.99998638  =   0.99987973
 QS0935!UTM  14      -   0.99989335  x   1.00010668  =   1.00000002
 QS0935
 QS0935:                Primary Azimuth Mark                     Grid Az
 QS0935:SPC SD N     -  SMILEY AZ MK                             053 54 14.5
 QS0935:UTM  14      -  SMILEY AZ MK                             054 37 48.7
 QS0935
 QS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9699853822(NAD 83)
 QS0935
 QS0935|---------------------------------------------------------------------|
 QS0935| PID    Reference Object                     Distance      Geod. Az  |
 QS0935|                                                           dddmmss.s |
 QS0935| CQ9531 SMILEY AZ MK                                       0524609.3 |
 QS0935| CQ9532 SMILEY RM 1                          14.811 METERS 06538     |
 QS0935| CQ9533 SMILEY RM 2                          14.957 METERS 33231     |
 QS0935|---------------------------------------------------------------------|
 QS0935
 QS0935                          SUPERSEDED SURVEY CONTROL
 QS0935
 QS0935  NAD 83(1986)-  45 36 29.78815(N)    101 36 12.15875(W) AD(       ) 2
 QS0935  NAD 27      -  45 36 29.82100(N)    101 36 10.63800(W) AD(       ) 2
 QS0935  NGVD 29 (07/19/86)  700.     (m)         2297.     (f) VERT ANG       
 QS0935
 QS0935.Superseded values are not recommended for survey control.
 QS0935
 QS0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0935.See file dsdata.pdf to determine how the superseded data were derived.
 QS0935
 QS0935_MARKER: DS = TRIANGULATION STATION DISK
 QS0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0935_STAMPING: SMILEY 1952
 QS0935_MARK LOGO: CGS
 QS0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0935+STABILITY: SURFACE MOTION
 QS0935
 QS0935  HISTORY     - Date     Condition        Report By
 QS0935  HISTORY     - 1952     MONUMENTED       CGS
 QS0935  HISTORY     - 1954     GOOD             CGS
 QS0935
 QS0935                          STATION DESCRIPTION
 QS0935
 QS0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0935'THE STATION IS ABOUT 17 MILES NORTHWEST OF ISABEL, 5 MILES
 QS0935'SOUTH OF THE GRAND RIVER, IN SECTION 13, T 19 N, R 20 E, ON
 QS0935'LAND OWNED BY DICK SMILEY, AND 13 FEET NORTHEAST OF A 4 X 4
 QS0935'INCH WITNESS POST.
 QS0935'
 QS0935'TO REACH THE STATION FROM THE POST OFFICE IN ISABEL, GO
 QS0935'NORTH ON STATE HIGHWAY 8 AND 65 FOR 0.4 MILE TO THE POINT
 QS0935'WHERE HIGHWAY 8 TURNS RIGHT, CONTINUE NORTH ON HIGHWAY 65 FOR
 QS0935'7.4 MILES TO A SCHOOLHOUSE ON LEFT, TURN LEFT AND GO WEST ON
 QS0935'GRADED DIRT ROAD FOR 2.0 MILES TO A SIDE ROAD RIGHT, TURN
 QS0935'RIGHT AND GO NORTH FOR 5.2 MILES TO A SIDE ROAD RIGHT,
 QS0935'CONTINUE STRAIGHT AHEAD FOR 2.35 MILES TO A FORK, BEAR LEFT
 QS0935'AND GO NORTH WEST FOR 1.0 MILE TO A WIRE GATE, PASS THROUGH
 QS0935'GATE AND CONTINUE ON MAIN TRAVELED ROAD FOR 1.1 MILE TO A
 QS0935'FARM HOUSE ON RIGHT, PASS TO THE LEFT OF HOUSE AND GO WEST ON
 QS0935'TRACK ROAD 1.0 MILE TO A FORK, BEAR RIGHT AND GO 1.0 MILE TO
 QS0935'A WIRE GATE, PASS THROUGH GATE AND GO NORTHWEST FOR 0.5 MILE
 QS0935'TO THE SMILEY RANCH HOUSE, TURN LEFT ON SOUTH SIDE OF CREEK
 QS0935'AND GO WEST ON TRACK ROAD FOR 1.5 MILES TO A WIRE GATE,
 QS0935'PASS THROUGH GATE AND CONTINUE WEST FOR 0.05 MILE TO THE
 QS0935'AZIMUTH MARK ON RIGHT, CONTINUE WEST ON TRACK ROAD FOR 0.5
 QS0935'MILE TO A FORK, BEAR LEFT AND GO SOUTH FOR 0.5 MILE, TURN
 QS0935'LEFT AND GO EAST FOR 0.05 MILE TO TOP OF RIDGE AND STATION.
 QS0935'
 QS0935'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0935'SMILEY 1952.
 QS0935'
 QS0935'REFERENCE MARK 1 IS 61 FEET NORTHEAST OF A 4 X 4 INCH
 QS0935'WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 QS0935'STAMPED SMILEY NO 1 1952.
 QS0935'
 QS0935'REFERENCE MARK 2 IS 59 FEET NORTH OF A 4 X 4 INCH WITNESS
 QS0935'POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0935'SMILEY NO 2 1952.
 QS0935'
 QS0935'THE AZIMUTH MARK IS 0.05 MILE WEST OF A WIRE GATE, 75 FEET
 QS0935'NORTH OF CENTER OF A TRACK ROAD, AND 10 FEET SOUTHWEST OF A
 QS0935'4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 QS0935'DISK IS STAMPED SMILEY 1952.
 QS0935
 QS0935                          STATION RECOVERY (1954)
 QS0935
 QS0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QS0935'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QS0935'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0016 ***********************************************************************
 PV0016  DESIGNATION -  SMITH
 PV0016  PID         -  PV0016
 PV0016  STATE/COUNTY-  SD/BUTTE
 PV0016  COUNTRY     -  US
 PV0016  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0016
 PV0016                         *CURRENT SURVEY CONTROL
 PV0016  ______________________________________________________________________
 PV0016* NAD 83(1986) POSITION- 44 48 00.     (N) 104 01 27.     (W)   SCALED
 PV0016* NAVD 88 ORTHO HEIGHT -  1001.557 (meters)     3285.94  (feet) ADJUSTED
 PV0016  ______________________________________________________________________
 PV0016  GEOID HEIGHT    -        -15.190 (meters)                     GEOID18
 PV0016  DYNAMIC HEIGHT  -       1001.292 (meters)     3285.07  (feet) COMP
 PV0016  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 PV0016
 PV0016  VERT ORDER      -  FIRST     CLASS II
 PV0016
 PV0016.The horizontal coordinates were scaled from a map and have
 PV0016.an estimated accuracy of +/- 6 seconds.
 PV0016
 PV0016.The orthometric height was determined by differential leveling and
 PV0016.adjusted by the NATIONAL GEODETIC SURVEY
 PV0016.in July 1998.
 PV0016
 PV0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0016.GEOID18 height accuracy estimate available here.
 PV0016
 PV0016.Click photographs - Photos may exist for this station.
 PV0016
 PV0016.The dynamic height is computed by dividing the NAVD 88
 PV0016.geopotential number by the normal gravity value computed on the
 PV0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0016.degrees latitude (g = 980.6199 gals.).
 PV0016
 PV0016.The modeled gravity was interpolated from observed gravity values.
 PV0016
 PV0016;                    North         East    Units  Estimated Accuracy
 PV0016;SPC SD N     -   115,330.      281,750.      MT  (+/- 180 meters Scaled)
 PV0016
 PV0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK771611(NAD 83)
 PV0016
 PV0016                          SUPERSEDED SURVEY CONTROL
 PV0016
 PV0016  NAVD 88 (06/15/91) 1001.571  (m)         3285.99   (f) SUPERSEDED  1 2
 PV0016  NGVD 29 (??/??/92) 1001.09   (m)         3284.4    (f) COMPUTED    1 2
 PV0016
 PV0016.Superseded values are not recommended for survey control.
 PV0016
 PV0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0016.See file dsdata.pdf to determine how the superseded data were derived.
 PV0016
 PV0016_MARKER: DS = TRIANGULATION STATION DISK
 PV0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0016_STAMPING: SMITH 1962
 PV0016_MARK LOGO: CGS
 PV0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0016+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PV0016
 PV0016  HISTORY     - Date     Condition        Report By
 PV0016  HISTORY     - 1962     MONUMENTED       CGS
 PV0016  HISTORY     - 19950930 GOOD             NGS
 PV0016
 PV0016                          STATION DESCRIPTION
 PV0016
 PV0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0016'12.6 MI NW FROM BELLE FOURCHE.
 PV0016'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PV0016'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 11.8
 PV0016'MILES NORTHWEST ALONG U.S. HIGHWAY 212, THENCE 0.55 MILE
 PV0016'NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE NORTHWEST
 PV0016'ALONG A PRIVATE TRAIL ROAD, ON THE TOP OF THE HIGHEST HILL IN
 PV0016'SECTION 29, T 10 N, R 1 E, 60 FEET SOUTHWEST OF THE CENTER LINE
 PV0016'OF THE PRIVATE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 PV0016'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 PV0016
 PV0016                          STATION RECOVERY (1995)
 PV0016
 PV0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PV0016'19.6 KM (12.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PV0016'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.8 KM (0.50 MI)
 PV0016'NORTHERLY ALONG RAMEY ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A
 PV0016'TRACK ROAD, ON THE HIGHEST GROUND IN THE AREA, 18.3 M (60.0 FT)
 PV0016'SOUTHWEST OF THE ROAD CENTER, 10.9 M (35.8 FT) NORTHWEST OF REFERENCE
 PV0016'MARK 2, 10.3 M (33.8 FT) SOUTHWEST OF REFERENCE MARK 1, 0.5 M (1.6 FT)
 PV0016'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PV0016'ABOVE THE GROUND SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO SURFACE
 PV0016'MOTION.  VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING AND
 PV0016'SWELLING OF A SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE
 PV0016'CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1171 ***********************************************************************
 PT1171  DESIGNATION -  SMITH
 PT1171  PID         -  PT1171
 PT1171  STATE/COUNTY-  SD/HAAKON
 PT1171  COUNTRY     -  US
 PT1171  USGS QUAD   -  GRINDSTONE SW (2017)
 PT1171
 PT1171                         *CURRENT SURVEY CONTROL
 PT1171  ______________________________________________________________________
 PT1171* NAD 83(1996) POSITION- 44 04 19.42524(N) 101 57 53.45873(W)   ADJUSTED
 PT1171* NAVD 88 ORTHO HEIGHT -   838.    (meters)     2749.    (feet) SCALED
 PT1171  ______________________________________________________________________
 PT1171  GEOID HEIGHT    -        -19.985 (meters)                     GEOID18
 PT1171  LAPLACE CORR    -         -9.16  (seconds)                    DEFLEC18
 PT1171  HORZ ORDER      -  SECOND
 PT1171
 PT1171.The horizontal coordinates were established by classical geodetic methods
 PT1171.and adjusted by the National Geodetic Survey in January 1998.
 PT1171
 PT1171.The orthometric height was scaled from a topographic map.
 PT1171
 PT1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1171.GEOID18 height accuracy estimate available here.
 PT1171
 PT1171.Click photographs - Photos may exist for this station.
 PT1171
 PT1171.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1171
 PT1171. The following values were computed from the NAD 83(1996) position.
 PT1171
 PT1171;                    North         East     Units Scale Factor Converg.
 PT1171;SPC SD S     -   194,445.058   469,317.260   MT  0.99993819   -1 07 31.8
 PT1171;SPC SD S     -   637,941.83  1,539,751.71   sFT  0.99993819   -1 07 31.8
 PT1171;UTM  14      - 4,884,151.381   262,580.132   MT  1.00029332   -2 03 47.5
 PT1171;UTM  13      - 4,884,356.602   743,049.597   MT  1.00032660   +2 06 43.8
 PT1171
 PT1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1171!SPC SD S     -   0.99987168  x   0.99993819  =   0.99980987
 PT1171!UTM  14      -   0.99987168  x   1.00029332  =   1.00016496
 PT1171!UTM  13      -   0.99987168  x   1.00032660  =   1.00019823
 PT1171
 PT1171:                Primary Azimuth Mark                     Grid Az
 PT1171:SPC SD S     -  SMITH AZ MK                              204 13 39.2
 PT1171:UTM  14      -  SMITH AZ MK                              205 09 54.9
 PT1171:UTM  13      -  SMITH AZ MK                              200 59 23.6
 PT1171
 PT1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6258084151(NAD 83)
 PT1171
 PT1171|---------------------------------------------------------------------|
 PT1171| PID    Reference Object                     Distance      Geod. Az  |
 PT1171|                                                           dddmmss.s |
 PT1171| CQ4932 SMITH RM 1                            9.224 METERS 12226     |
 PT1171| PT0628 SMITH AZ MK                                        2030607.4 |
 PT1171| CQ4933 SMITH RM 2                            8.380 METERS 22224     |
 PT1171|---------------------------------------------------------------------|
 PT1171
 PT1171                          SUPERSEDED SURVEY CONTROL
 PT1171
 PT1171  NAD 83(1986)-  44 04 19.41752(N)    101 57 53.46071(W) AD(       ) 2
 PT1171  NAD 27      -  44 04 19.46060(N)    101 57 51.91810(W) AD(       ) 2
 PT1171
 PT1171.Superseded values are not recommended for survey control.
 PT1171
 PT1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1171.See file dsdata.pdf to determine how the superseded data were derived.
 PT1171
 PT1171_MARKER: DS = TRIANGULATION STATION DISK
 PT1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1171_STAMPING: SMITH 1950
 PT1171_MARK LOGO: CGS
 PT1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1171+STABILITY: SURFACE MOTION
 PT1171
 PT1171  HISTORY     - Date     Condition        Report By
 PT1171  HISTORY     - 1950     MONUMENTED       CGS
 PT1171  HISTORY     - 1961     GOOD             CGS
 PT1171
 PT1171                          STATION DESCRIPTION
 PT1171
 PT1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1171'THE STATION IS LOCATED ABOUT 14-1/2 MILES WEST-SOUTHWEST OF
 PT1171'PHILIP, ABOUT 0.25 MILE NORTHEAST OF A GATE AT A FENCE CORNER,
 PT1171'0.1 MILE EAST OF A GRADED DIRT ROAD, AND 7.8 FEET SOUTHWEST OF
 PT1171'A WITNESS POST.  IT IS ON THE HIGHEST POINT OF A PROMINENT KNOLL
 PT1171'IN PASTURE LAND OWNED BY MR. RICHARD SMITH.  IT PROJECTS 5
 PT1171'INCHES, AND THE DISK IS STAMPED SMITH 1950.
 PT1171'
 PT1171'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 73
 PT1171'AND U.S. HIGHWAY NO. 14 IN PHILIP, GO WEST ON A GRAVELED ROAD
 PT1171'(ROAD SOON CHANGES TO GRADED DIRT) FOR 6.15 MILES TO A SIDE ROAD
 PT1171'ON THE RIGHT.  CONTINUE WEST FOR 2.6 MILES TO THE SILENT GUIDE
 PT1171'MONUMENT ON THE LEFT.  CONTINUE WEST FOR 2.3 MILES, THEN RIGHT
 PT1171'(NORTH) FOR 1.0 MILE.  THEN LEFT (WEST) FOR 2.9 MILES TO A FORK.
 PT1171'THEN RIGHT ROAD (NORTH) FOR 1.0 MILE TO A SCHOOL HOUSE.  TURN
 PT1171'LEFT (WEST) ON THE MAIN TRAVELED ROAD FOR 1.0 MILE TO THE
 PT1171'AZIMUTH MARK AS DESCRIBED.  TURN NORTH FOR 0.15 MILE TO A
 PT1171'GATE IN A FENCE CORNER ON THE RIGHT.  THEN THROUGH GATE, BEAR
 PT1171'RIGHT (NORTHEASTERLY) ACROSS PASTURE LAND FOR 0.25 MILE TO
 PT1171'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 PT1171'
 PT1171'REFERENCE MARK NO. 1 IS ON THE EASTERLY SLOPE OF THE KNOLL.  IT
 PT1171'PROJECTS 8 INCHES, AND THE DISK IS STAMPED SMITH 1950 NO. 1.
 PT1171'
 PT1171'REFERENCE MARK NO. 2 IS ON THE SOUTHWESTERLY SLOPE OF THE KNOLL.
 PT1171'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED SMITH 1950 NO. 2.
 PT1171'
 PT1171'THE AZIMUTH MARK IS WEST OF A CURVE IN THE MAIN TRAVELED GRADED
 PT1171'DIRT ROAD, 87 FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD,
 PT1171'AND 60 FEET NORTH OF A FENCE CORNER AND THE SOUTH GATE POST OF
 PT1171'A WIRE GATE.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1171'SMITH 1950.
 PT1171'
 PT1171'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PT1171'CYLINDERS.
 PT1171
 PT1171                          STATION RECOVERY (1961)
 PT1171
 PT1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1171'THE STATION, WITH ALL MARKS, WAS RECOVERED WITH THE FOLLOWING
 PT1171'CHANGES NOTED--THE DIRECTION TO THE AZIMUTH MARK CHECKED WITHIN
 PT1171'THE SPECIFIED REQUIREMENTS, ALTHOUGH THE MONUMENT WAS LOOSE IN
 PT1171'THE GROUND.  A CHANGE WAS NOTED IN THE DISTANCE TO BOTH REFERENCE
 PT1171'MARKS AND WAS DOUBLE CHECKED IN THE FIELD.  A DIFFERENCE OF
 PT1171'APPROXIMATELY 5 MINUTES WAS FOUND IN THE DIRECTION TO REFERENCE
 PT1171'MARK 2.  THE MONUMENT WAS ALSO LOOSE IN THE GROUND.
 PT1171'
 PT1171'DUE TO CHANGES IN THE HIGHWAYS A NEW DESCRIPTION FOLLOWS--
 PT1171'
 PT1171'LOCATED ABOUT 14-1/2 MILES WEST-NORTHWEST OF PHILIP, 7-1/2
 PT1171'MILES NORTHEAST OF QUINN AND 0.1 MILE EAST OF A NORTH-SOUTH
 PT1171'SECTION LINE ROAD.  IT IS IN SECTION 4, R 18 E, T 1 N.
 PT1171'
 PT1171'REACHED FROM THE POST OFFICE IN COTTONWOOD, GO SOUTH ON MAIN
 PT1171'STREET FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 14, TURN
 PT1171'RIGHT AND GO WEST ON U.S. HIGHWAY 14 FOR 1.7 MILES TO A CROSSROAD,
 PT1171'TURN RIGHT AND GO NORTH FOR 1.75 MILES TO WHERE THE ROAD TURNS
 PT1171'AND GOES WEST, TURN LEFT AND GO WEST FOR 0.35 MILE TO WHERE THE
 PT1171'ROAD TURNS AND GOES NORTH, TURN RIGHT AND GO NORTH FOR 3.8 MILES
 PT1171'TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH AND WEST FOR 2.0
 PT1171'MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK IN THE
 PT1171'NORTHWEST ANGLE OF INTERSECTION, TURN RIGHT AND GO NORTH ON
 PT1171'DIRT ROAD FOR 0.1 MILE TO A GATE ON THE RIGHT, TURN RIGHT,
 PT1171'PASS THROUGH GATE AND GO NORTH ALONG THE EAST SIDE OF FENCE
 PT1171'FOR 0.2 MILE TO THE TOP OF RIDGE, THENCE RIGHT AND GO EAST
 PT1171'FOR 0.1 MILE TO THE HIGHEST POINT OF HILL AND THE STATION.
 PT1171'
 PT1171'STATION MARK, A STANDARD DISK STAMPED SMITH 1950, IS SET IN THE
 PT1171'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 PT1171'INCHES.  IT IS 7.5 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST
 PT1171'AND ON THE HIGHEST POINT OF THE HILL.
 PT1171'
 PT1171'REFERENCE MARK 1, A STANDARD DISK STAMPED SMITH 1950 NO 1, IS
 PT1171'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 PT1171'PROJECTS 6 INCHES.  IT IS ON THE SOUTHEAST SLOPE OF THE HILL
 PT1171'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 PT1171'
 PT1171'REFERENCE MARK 2, A STANDARD DISK STAMPED SMITH 1950 NO 2, IS
 PT1171'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT1171'12 INCHES.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION.
 PT1171'
 PT1171'AZIMUTH MARK, A STANDARD DISK STAMPED SMITH 1950, IS SET IN
 PT1171'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT1171'4 INCHES.  IT IS 80 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 PT1171'ROAD, 87 FEET NORTH OF THE CENTER OF A EAST-WEST ROAD AND 2 FEET
 PT1171'NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0628 ***********************************************************************
 PT0628  DESIGNATION -  SMITH AZ MK
 PT0628  PID         -  PT0628
 PT0628  STATE/COUNTY-  SD/HAAKON
 PT0628  COUNTRY     -  US
 PT0628  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0628
 PT0628                         *CURRENT SURVEY CONTROL
 PT0628  ______________________________________________________________________
 PT0628* NAD 83(1986) POSITION- 44 04 02.     (N) 101 58 03.     (W)   SCALED
 PT0628* NAVD 88 ORTHO HEIGHT -   833.497 (meters)     2734.56  (feet) ADJUSTED
 PT0628  ______________________________________________________________________
 PT0628  GEOID HEIGHT    -        -19.976 (meters)                     GEOID18
 PT0628  DYNAMIC HEIGHT  -        833.246 (meters)     2733.74  (feet) COMP
 PT0628  MODELED GRAVITY -    980,289.7   (mgal)                       NAVD 88
 PT0628
 PT0628  VERT ORDER      -  SECOND    CLASS 0
 PT0628
 PT0628.The horizontal coordinates were scaled from a map and have
 PT0628.an estimated accuracy of +/- 6 seconds.
 PT0628
 PT0628.The orthometric height was determined by differential leveling and
 PT0628.adjusted by the NATIONAL GEODETIC SURVEY
 PT0628.in June 1991.
 PT0628
 PT0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0628.GEOID18 height accuracy estimate available here.
 PT0628
 PT0628.Click photographs - Photos may exist for this station.
 PT0628
 PT0628.The dynamic height is computed by dividing the NAVD 88
 PT0628.geopotential number by the normal gravity value computed on the
 PT0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0628.degrees latitude (g = 980.6199 gals.).
 PT0628
 PT0628.The modeled gravity was interpolated from observed gravity values.
 PT0628
 PT0628;                    North         East    Units  Estimated Accuracy
 PT0628;SPC SD S     -   193,910.      469,090.      MT  (+/- 180 meters Scaled)
 PT0628
 PT0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP623836(NAD 83)
 PT0628
 PT0628                          SUPERSEDED SURVEY CONTROL
 PT0628
 PT0628  NGVD 29 (??/??/92)  833.039  (m)         2733.06   (f) ADJ UNCH    2 0
 PT0628
 PT0628.Superseded values are not recommended for survey control.
 PT0628
 PT0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0628.See file dsdata.pdf to determine how the superseded data were derived.
 PT0628
 PT0628_MARKER: DZ = AZIMUTH MARK DISK
 PT0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0628_STAMPING: SMITH 1950
 PT0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0628+STABILITY: SURFACE MOTION
 PT0628
 PT0628  HISTORY     - Date     Condition        Report By
 PT0628  HISTORY     - 1950     MONUMENTED       CGS
 PT0628  HISTORY     - 1962     GOOD             CGS
 PT0628
 PT0628                          STATION DESCRIPTION
 PT0628
 PT0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0628'10.6 MI NW FROM COTTONWOOD.
 PT0628'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 PT0628'AT COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0628'7.3 MILES NORTH ALONG A GRADED DIRT ROAD TO A SCHOOLHOUSE, THENCE
 PT0628'1.05 MILES WEST ALONG A GRAVELED ROAD, 79 FEET SOUTHWEST OF THE
 PT0628'CENTER LINE OF A CURVE IN ROAD, 88 FEET NORTH OF THE CENTER LINE
 PT0628'OF A DIRT ROAD LEADING WEST, 27 FEET NORTHEAST OF A POWER POLE,
 PT0628'1.7 FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE
 PT0628'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0628'WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0017 ***********************************************************************
 PV0017  DESIGNATION -  SMITH RM 1
 PV0017  PID         -  PV0017
 PV0017  STATE/COUNTY-  SD/BUTTE
 PV0017  COUNTRY     -  US
 PV0017  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0017
 PV0017                         *CURRENT SURVEY CONTROL
 PV0017  ______________________________________________________________________
 PV0017* NAD 83(1986) POSITION- 44 48 01.     (N) 104 01 26.     (W)   SCALED
 PV0017* NAVD 88 ORTHO HEIGHT -  1001.103 (meters)     3284.45  (feet) ADJUSTED
 PV0017  ______________________________________________________________________
 PV0017  GEOID HEIGHT    -        -15.191 (meters)                     GEOID18
 PV0017  DYNAMIC HEIGHT  -       1000.839 (meters)     3283.59  (feet) COMP
 PV0017  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 PV0017
 PV0017  VERT ORDER      -  FIRST     CLASS II
 PV0017
 PV0017.The horizontal coordinates were scaled from a map and have
 PV0017.an estimated accuracy of +/- 6 seconds.
 PV0017
 PV0017.The orthometric height was determined by differential leveling and
 PV0017.adjusted by the NATIONAL GEODETIC SURVEY
 PV0017.in June 1991.
 PV0017
 PV0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0017.GEOID18 height accuracy estimate available here.
 PV0017
 PV0017.Click photographs - Photos may exist for this station.
 PV0017
 PV0017.The dynamic height is computed by dividing the NAVD 88
 PV0017.geopotential number by the normal gravity value computed on the
 PV0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0017.degrees latitude (g = 980.6199 gals.).
 PV0017
 PV0017.The modeled gravity was interpolated from observed gravity values.
 PV0017
 PV0017;                    North         East    Units  Estimated Accuracy
 PV0017;SPC SD N     -   115,360.      281,780.      MT  (+/- 180 meters Scaled)
 PV0017
 PV0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK771612(NAD 83)
 PV0017
 PV0017                          SUPERSEDED SURVEY CONTROL
 PV0017
 PV0017  NGVD 29 (??/??/92) 1000.625  (m)         3282.88   (f) ADJ UNCH    1 2
 PV0017
 PV0017.Superseded values are not recommended for survey control.
 PV0017
 PV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0017.See file dsdata.pdf to determine how the superseded data were derived.
 PV0017
 PV0017_MARKER: DR = REFERENCE MARK DISK
 PV0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0017_STAMPING: SMITH NO 1 1962
 PV0017_MARK LOGO: CGS
 PV0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0017+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PV0017
 PV0017  HISTORY     - Date     Condition        Report By
 PV0017  HISTORY     - 1962     MONUMENTED       CGS
 PV0017  HISTORY     - 19950930 GOOD             NGS
 PV0017
 PV0017                          STATION DESCRIPTION
 PV0017
 PV0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0017'12.6 MI NW FROM BELLE FOURCHE.
 PV0017'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PV0017'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 11.8
 PV0017'MILES NORTHWEST ALONG U.S. HIGHWAY 212, THENCE 0.55 MILE
 PV0017'NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE NORTHWEST
 PV0017'ALONG A PRIVATE TRAIL ROAD, ON THE TOP OF THE HIGHEST HILL IN
 PV0017'SECTION 29, T 10 N, R 1 E, 26 FEET SOUTHWEST OF THE CENTER LINE
 PV0017'OF THE PRIVATE ROAD, 33.8 FEET NORTHEAST OF SMITH 1962, ABOUT
 PV0017'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PV0017'PROJECTING 3-INCHES.
 PV0017
 PV0017                          STATION RECOVERY (1995)
 PV0017
 PV0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PV0017'19.6 KM (12.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PV0017'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.8 KM (0.50 MI)
 PV0017'NORTHERLY ALONG RAMEY ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A
 PV0017'TRACK ROAD, ON THE HIGHEST GROUND IN THE AREA, 10.3 M (33.8 FT)
 PV0017'NORTHEAST OF TRIANGULATION STATION SMITH, 7.9 M (25.9 FT) SOUTHWEST OF
 PV0017'THE ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 PV0017'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. USE WITH
 PV0017'CAUTION--MARK IS SUBJECT TO SURFACE MOTION.  VERTICAL INSTABILITY IS
 PV0017'PROBABLY CAUSED BY SHRINKING AND SWELLING OF A SURROUNDING BENTONITE
 PV0017'DEPOSIT DUE TO CHANGES IN MOISTURE CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0015 ***********************************************************************
 PV0015  DESIGNATION -  SMITH RM 2
 PV0015  PID         -  PV0015
 PV0015  STATE/COUNTY-  SD/BUTTE
 PV0015  COUNTRY     -  US
 PV0015  USGS QUAD   -  MIDDLE CREEK BUTTE (2017)
 PV0015
 PV0015                         *CURRENT SURVEY CONTROL
 PV0015  ______________________________________________________________________
 PV0015* NAD 83(1986) POSITION- 44 48 01.     (N) 104 01 27.     (W)   SCALED
 PV0015* NAVD 88 ORTHO HEIGHT -  1001.497 (meters)     3285.74  (feet) ADJUSTED
 PV0015  ______________________________________________________________________
 PV0015  GEOID HEIGHT    -        -15.190 (meters)                     GEOID18
 PV0015  DYNAMIC HEIGHT  -       1001.232 (meters)     3284.88  (feet) COMP
 PV0015  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 PV0015
 PV0015  VERT ORDER      -  FIRST     CLASS II
 PV0015
 PV0015.The horizontal coordinates were scaled from a map and have
 PV0015.an estimated accuracy of +/- 6 seconds.
 PV0015
 PV0015.The orthometric height was determined by differential leveling and
 PV0015.adjusted by the NATIONAL GEODETIC SURVEY
 PV0015.in June 1991.
 PV0015
 PV0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0015.GEOID18 height accuracy estimate available here.
 PV0015
 PV0015.Click photographs - Photos may exist for this station.
 PV0015
 PV0015.The dynamic height is computed by dividing the NAVD 88
 PV0015.geopotential number by the normal gravity value computed on the
 PV0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0015.degrees latitude (g = 980.6199 gals.).
 PV0015
 PV0015.The modeled gravity was interpolated from observed gravity values.
 PV0015
 PV0015;                    North         East    Units  Estimated Accuracy
 PV0015;SPC SD N     -   115,360.      281,750.      MT  (+/- 180 meters Scaled)
 PV0015
 PV0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK771612(NAD 83)
 PV0015
 PV0015                          SUPERSEDED SURVEY CONTROL
 PV0015
 PV0015  NGVD 29 (??/??/92) 1001.019  (m)         3284.18   (f) ADJ UNCH    1 2
 PV0015
 PV0015.Superseded values are not recommended for survey control.
 PV0015
 PV0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0015.See file dsdata.pdf to determine how the superseded data were derived.
 PV0015
 PV0015_MARKER: DR = REFERENCE MARK DISK
 PV0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0015_STAMPING: SMITH NO 2 1962
 PV0015_MARK LOGO: CGS
 PV0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0015+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PV0015
 PV0015  HISTORY     - Date     Condition        Report By
 PV0015  HISTORY     - 1962     MONUMENTED       CGS
 PV0015  HISTORY     - 19950930 GOOD             NGS
 PV0015
 PV0015                          STATION DESCRIPTION
 PV0015
 PV0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0015'12.6 MI NW FROM BELLE FOURCHE.
 PV0015'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PV0015'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 11.8 MILES
 PV0015'NORTHWEST ALONG U.S. HIGHWAY 212, THENCE 0.55 MILE NORTHEAST
 PV0015'ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE NORTHWEST ALONG A
 PV0015'PRIVATE TRAIL ROAD, ON THE TOP OF THE HIGHEST HILL IN SECTION 29,
 PV0015'T 10 N, R 1 E, 59 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 PV0015'ROAD, 35.6 FEET NORTHWEST OF SMITH 1962, ABOUT 2 FEET ABOVE THE
 PV0015'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PV0015'PROJECTING 4-INCHES.
 PV0015
 PV0015                          STATION RECOVERY (1995)
 PV0015
 PV0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PV0015'19.6 KM (12.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PV0015'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, THENCE 0.8 KM (0.50 MI)
 PV0015'NORTHERLY ALONG RAMEY ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A
 PV0015'TRACK ROAD, ON THE HIGHEST GROUND IN THE AREA, 18.0 M (59.1 FT)
 PV0015'SOUTHWEST OF THE ROAD CENTER, 10.9 M (35.8 FT) SOUTHEAST OF
 PV0015'TRIANGULATION STATION SMITH, 1, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PV0015'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PV0015'SURFACE. USE WITH CAUTION--MARK IS SUBJECT TO SURFACE MOTION.
 PV0015'VERTICAL INSTABILITY IS PROBABLY CAUSED BY SHRINKING AND SWELLING OF A
 PV0015'SURROUNDING BENTONITE DEPOSIT DUE TO CHANGES IN MOISTURE CONTENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1079 ***********************************************************************
 PT1079  DESIGNATION -  SNACK
 PT1079  PID         -  PT1079
 PT1079  STATE/COUNTY-  SD/SULLY
 PT1079  COUNTRY     -  US
 PT1079  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT1079
 PT1079                         *CURRENT SURVEY CONTROL
 PT1079  ______________________________________________________________________
 PT1079* NAD 83(1996) POSITION- 44 38 20.84036(N) 100 36 19.56771(W)   ADJUSTED
 PT1079* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 PT1079  ______________________________________________________________________
 PT1079  GEOID HEIGHT    -        -22.541 (meters)                     GEOID18
 PT1079  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 PT1079  HORZ ORDER      -  SECOND
 PT1079
 PT1079.The horizontal coordinates were established by classical geodetic methods
 PT1079.and adjusted by the National Geodetic Survey in January 1998.
 PT1079
 PT1079.The orthometric height was scaled from a topographic map.
 PT1079
 PT1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1079.GEOID18 height accuracy estimate available here.
 PT1079
 PT1079.Click photographs - Photos may exist for this station.
 PT1079
 PT1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1079
 PT1079. The following values were computed from the NAD 83(1996) position.
 PT1079
 PT1079;                    North         East     Units Scale Factor Converg.
 PT1079;SPC SD N     -    89,720.607   551,966.762   MT  0.99996482   -0 25 42.6
 PT1079;SPC SD N     -   294,358.36  1,810,910.95   sFT  0.99996482   -0 25 42.6
 PT1079;SPC SD S     -   256,207.662   578,409.975   MT  1.00006593   -0 11 15.8
 PT1079;SPC SD S     -   840,574.64  1,897,666.73   sFT  1.00006593   -0 11 15.8
 PT1079;UTM  14      - 4,944,116.291   372,675.131   MT  0.99979936   -1 07 41.5
 PT1079
 PT1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1079!SPC SD N     -   0.99991693  x   0.99996482  =   0.99988175
 PT1079!SPC SD S     -   0.99991693  x   1.00006593  =   0.99998286
 PT1079!UTM  14      -   0.99991693  x   0.99979936  =   0.99971631
 PT1079
 PT1079:                Primary Azimuth Mark                     Grid Az
 PT1079:SPC SD N     -  SNACK AZ MK                              175 37 50.7
 PT1079:SPC SD S     -  SNACK AZ MK                              175 23 23.9
 PT1079:UTM  14      -  SNACK AZ MK                              176 19 49.6
 PT1079
 PT1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7267544116(NAD 83)
 PT1079
 PT1079|---------------------------------------------------------------------|
 PT1079| PID    Reference Object                     Distance      Geod. Az  |
 PT1079|                                                           dddmmss.s |
 PT1079| CO6140 SNACK RM 1                           15.142 METERS 07819     |
 PT1079| AH8188 SNACK AZ MK                                        1751208.1 |
 PT1079| CO6141 SNACK RM 2                           18.995 METERS 34313     |
 PT1079|---------------------------------------------------------------------|
 PT1079
 PT1079                          SUPERSEDED SURVEY CONTROL
 PT1079
 PT1079  NAD 83(1986)-  44 38 20.83469(N)    100 36 19.57048(W) AD(       ) 2
 PT1079  NAD 27      -  44 38 20.90100(N)    100 36 18.05700(W) AD(       ) 2
 PT1079
 PT1079.Superseded values are not recommended for survey control.
 PT1079
 PT1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1079.See file dsdata.pdf to determine how the superseded data were derived.
 PT1079
 PT1079_MARKER: DB = BENCH MARK DISK
 PT1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1079_STAMPING: SNACK 1945
 PT1079_MARK LOGO: USGS
 PT1079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1079+STABILITY: SURFACE MOTION
 PT1079
 PT1079  HISTORY     - Date     Condition        Report By
 PT1079  HISTORY     - 1945     MONUMENTED       USGS
 PT1079  HISTORY     - 1948     GOOD             USGS
 PT1079  HISTORY     - 19831025 GOOD             NGS
 PT1079
 PT1079                          STATION DESCRIPTION
 PT1079
 PT1079'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (FXP)
 PT1079'STATION IS ABOUT 32 MILES NORTHWEST OF PIERRE IN THE SOUTHEAST 1/4
 PT1079'SEC. 33, T114N, R81 W.  IT IS ABOUT 3/4 MILE EAST OF THE MISSOURI
 PT1079'RIVER AND JUST SOUTH OF SNACK CREEK AND 9 FEET EAST OF A WITNESS POST.
 PT1079'THE GEOLOGICAL SURVEY MARK, 3 INCHES HIGH, IS STAMPED SNACK 1945.
 PT1079'
 PT1079'REFERENCE MARK NO. 1 IS 49.68 FEET EAST-NORTHEAST OF THE STATION.  IT
 PT1079'PROJECTS 4 INCHES AND THE DISK IS STAMPED SNACK NO 1 1945 U S G S.
 PT1079'
 PT1079'REFERENCE MARK NO. 2 IS 62.32 FEET NORTH OF THE STATION.  IT PROJECTS
 PT1079'4 INCHES AND THE DISK IS STAMPED SNACK NO 2 1945 U S G S.
 PT1079'
 PT1079'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 3.5 FEET EAST OF A
 PT1079'WITNESS POST, AND 2.5 FEET EAST OF A GATE POST.  IT PROJECTS 4 INCHES
 PT1079'AND THE DISK IS STAMPED SNACK 1945 U S G S.
 PT1079'
 PT1079'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO EAST AND NORTH ON
 PT1079'U.S. HIGHWAY 83 AND 14 FOR 1.3 MILES TO A GRAVEL T-ROAD LEFT, TURN
 PT1079'LEFT AND GO NORTH ON GRAVEL ROAD FOR 8.4 MILES TO CROSSROADS AND AN
 PT1079'OLD ABANDONED STORE ON THE LEFT, CONTINUE NORTH FOR 2.95 MILES TO A
 PT1079'T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.7 MILE, TURN RIGHT AND GO
 PT1079'NORTH ON MAIN ROAD FOR 6.0 MILES, TURN LEFT AND GO WEST FOR 1.55
 PT1079'MILES, TURN RIGHT AND GO NORTH FOR 0.8 MILE TO OLD STORE AT OKOBOJO,
 PT1079'CONTINUE NORTH 0.15 MILE, TURN LEFT AND FOLLOW MAIN ROAD WEST AND
 PT1079'NORTH FOR 2.6 MILES, TURN LEFT AND GO WEST FOR 6.1 MILES TO A T-ROAD
 PT1079'RIGHT, CONTINUE STRAIGHT AHEAD ACROSS CATTLE GUARD AND GO WEST ON
 PT1079'TRACK ROAD FOR 0.7 MILE TO ANOTHER CATTLE GUARD, CONTINUE STRAIGHT
 PT1079'AHEAD FOR 0.3 MILE, BEAR LEFT AND FOLLOW MAIN TRACK ROAD FOR 2.3
 PT1079'MILES, TURN RIGHT AND GO 0.75 MILE ALONG NORTH SIDE OF FENCE TO A WIRE
 PT1079'GATE AND THE AZIMUTH MARK, GO THROUGH GATE AND GO NORTH ALONG WEST
 PT1079'SIDE OF FENCE FOR 0.3 MILE, BEAR LEFT AND GO NORTHWEST FOR 0.1 MILE TO
 PT1079'POINT OF RIDGE AND STATION.
 PT1079'
 PT1079'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PT1079
 PT1079                          STATION RECOVERY (1983)
 PT1079
 PT1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PT1079'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 PT1079'CONDITION.  THE CARDINAL AND OBSERVED DIRECTION TO REFERENCE MARK 2
 PT1079'ARE IN ERROR BY 180 DEGREES, IN THE 1948 DESCRIPTIVE TEXT.  REFERENCE
 PT1079'MARK 2 WAS SEARCHED FOR IN THE TALL GRASS, USING THE ERRONEOUS
 PT1079'DIRECTION, AND BELIEVING IT WAS DESTROYED, REFERENCE MARK 3 WAS
 PT1079'ESTABLISHED.  WHILE MAKING LOCAL MEASUREMENTS FOR THE STATION,
 PT1079'REFERENCE MARK 2 WAS RECOVERED.  THE ROUTE TO THE STATION HAS CHANGED
 PT1079'AND NEW DESCRIPTIVE TEXT FOLLOWS.
 PT1079'
 PT1079'THE STATION IS LOCATED ABOUT 50 KM (31.05 MI) NORTHWEST OF PIERRE,
 PT1079'ALONG THE EAST SIDE OF LAKE OAHE, ON A BLUFF WHICH OVERLOOKS SNACK
 PT1079'COVE AND CREEK TO THE NORTH, ON PROPERTY FARMED BY MR. GEORGE COTTUM,
 PT1079'ONIDA, SD, TO REACH THE STATION FROM THE EAST END OF OAHE DAM, GO
 PT1079'NORTHWEST AND NORTH ON HIGHWAY 1804 FOR 20.9 KM (13.00 MI) TO OKOBOJO
 PT1079'CREEK.  CONTINUE NORTH ON 1804 FOR 4.4 KM (2.75 MI) TO PRAIRIE VIEW
 PT1079'SCHOOL AND CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 8 KM
 PT1079'(4.95 MI) TO WHERE GRAVELED ROAD TURNS RIGHT.  TURN LEFT AND FOLLOW
 PT1079'BLADED DIRT ROAD 3.2 KM (2.00 MI) SOUTH, THEN 4.2 KM (2.60 MI) WEST TO
 PT1079'THE SOUTHEAST CORNER OF A CULTIVATED FIELD.  FOLLOW ALONG EAST SIDE OF
 PT1079'FIELD AND WEST SIDE OF FENCE FOR 0.65 KM (0.40 MI) TO NORTHEAST CORNER
 PT1079'OF FIELD AND EDGE OF BLUFF.  TURN LEFT AND GO WEST ALONG NORTH SIDE OF
 PT1079'FIELD FOR 0.15 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 PT1079'
 PT1079'THE STATION IS A STANDARD USGS DISK STAMPED--SNACK 1945--SET INTO THE
 PT1079'TOP OF A SQUARE CONCRETE MONUMENT 6 INCHES 15 CM IN DIAMETER
 PT1079'PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.  LOCATED 50.3 METERS
 PT1079'(165.0 FT) NORTH FROM THE EDGE OF A CULTIVATED FIELD.  15.2 METERS
 PT1079'(49.9 FT) WEST FROM THE EAST EDGE OF THE RIDGE.  9.1 METERS (29.9 FT)
 PT1079'EAST FROM THE WEST EDGE OF THE RIDGE.  0.3 METERS (1.0 FT) EAST FROM A
 PT1079'WITNESS POST.
 PT1079'
 PT1079'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED--SNACK NO 1
 PT1079'1948--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 PT1079'ON SIDE PROJECTING 8 INCHES ABOVE THE GROUND.  LOCATED ALONG EAST EDGE
 PT1079'OF RIDGE.  LOCATED 0.3 METERS (1.0 FT) SOUTH FROM A WITNESS POST.
 PT1079'
 PT1079'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED--SNACK NO 2
 PT1079'1948--SET INTO THE TOP OF A SQUARE CONCRETE MONUTMENT 12 INCHES
 PT1079'(30 CM) IN DIAMETER PROJECTING 6 INCHES.  LOCATED 31.4 METERS
 PT1079'(103.0 FT) NORTH FROM THE EDGE OF A CULTIVATED FIELD.  9.1 METERS
 PT1079'(29.9 FT) EAST FROM THE WEST EDGE OF THE RIDGE.  0.3 METERS (1.0 FT)
 PT1079'WEST FROM A WITNESS POST.
 PT1079'
 PT1079'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED--SNACK USGS 1948
 PT1079'NO 3 1983-- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 PT1079'(25 CM) IN DIAMETER PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.
 PT1079'LOCATED ALONG THE EAST EDGE OF THE RIDGE.  LOCATED 0.3 METERS (1.0 FT)
 PT1079'EAST FROM A WITNESS POST AND 1.0 FEET (0.3M) LOWER THAN STATION.
 PT1079'
 PT1079'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED--SNACK 1948--SET
 PT1079'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PT1079'DIAMETER PROJECTING 4 INCHES 10 CM ABOVE.  LOCATED 9.75 METERS
 PT1079'(31.99 FT) SOUTH FROM THE CENTER OF A DIRT ROAD.  0.8 METERS (2.6 FT)
 PT1079'EAST FROM A WITNESS POST.  0.3 NORTH FROM A FENCE.
 PT1079'
 PT1079'TO REACH THE AZIMUTH MARK FROM THE SOUTHEAST CORNER OF THE FIELD
 PT1079'ABOVE, GO WEST ON BLADED DIRT ROAD FOR 0.3 KM (0.20 MI) TO THE MARK ON
 PT1079'THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0599 ***********************************************************************
 QR0599  DESIGNATION -  SNAKE
 QR0599  PID         -  QR0599
 QR0599  STATE/COUNTY-  SD/SPINK
 QR0599  COUNTRY     -  US
 QR0599  USGS QUAD   -  CHELSEA (2017)
 QR0599
 QR0599                         *CURRENT SURVEY CONTROL
 QR0599  ______________________________________________________________________
 QR0599* NAD 83(1996) POSITION- 45 11 41.57723(N) 098 38 11.20308(W)   ADJUSTED
 QR0599* NAVD 88 ORTHO HEIGHT -   406.    (meters)     1332.    (feet) SCALED
 QR0599  ______________________________________________________________________
 QR0599  GEOID HEIGHT    -        -24.201 (meters)                     GEOID18
 QR0599  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 QR0599  HORZ ORDER      -  FIRST
 QR0599
 QR0599.The horizontal coordinates were established by classical geodetic methods
 QR0599.and adjusted by the National Geodetic Survey in January 1998.
 QR0599
 QR0599.The orthometric height was scaled from a topographic map.
 QR0599
 QR0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0599.GEOID18 height accuracy estimate available here.
 QR0599
 QR0599.Click photographs - Photos may exist for this station.
 QR0599
 QR0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0599
 QR0599. The following values were computed from the NAD 83(1996) position.
 QR0599
 QR0599;                    North         East     Units Scale Factor Converg.
 QR0599;SPC SD N     -   152,201.638   707,135.637   MT  0.99994225   +0 57 54.1
 QR0599;SPC SD N     -   499,348.21  2,319,994.17   sFT  0.99994225   +0 57 54.1
 QR0599;UTM  14      - 5,004,664.034   528,556.370   MT  0.99961003   +0 15 28.6
 QR0599
 QR0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0599!SPC SD N     -   0.99994010  x   0.99994225  =   0.99988235
 QR0599!UTM  14      -   0.99994010  x   0.99961003  =   0.99955015
 QR0599
 QR0599:                Primary Azimuth Mark                     Grid Az
 QR0599:SPC SD N     -  SNAKE AZ MK                              193 27 53.4
 QR0599:UTM  14      -  SNAKE AZ MK                              194 10 18.9
 QR0599
 QR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2855604664(NAD 83)
 QR0599
 QR0599|---------------------------------------------------------------------|
 QR0599| PID    Reference Object                     Distance      Geod. Az  |
 QR0599|                                                           dddmmss.s |
 QR0599| QR0596 MANSFIELD PRESB CHURCH SPIRE        APPROX. 7.8 KM 0475528.3 |
 QR0599| CO6143 SNAKE RM 1                           31.118 METERS 08516     |
 QR0599| QR0594 MELLETTE GRADE SCHOOL STACK         APPROX.11.5 KM 1120553.6 |
 QR0599| QR0595 NORTHVILLE HIGH SCH DOME FLAG       APPROX. 6.2 KM 1365607.4 |
 QR0599| CO6144 SNAKE RM 2                           31.766 METERS 18359     |
 QR0599| CO6142 SNAKE AZ MK                                        1942547.5 |
 QR0599| QR0600 CHELSEA ST PAULS EVAN LUTH CH       APPROX. 8.8 KM 2500748.8 |
 QR0599| QR0601 SNAKE 2                              33.102 METERS 27240     |
 QR0599|---------------------------------------------------------------------|
 QR0599
 QR0599                          SUPERSEDED SURVEY CONTROL
 QR0599
 QR0599  NAD 83(1986)-  45 11 41.58758(N)    098 38 11.19626(W) AD(       ) 1
 QR0599  NAD 27      -  45 11 41.67700(N)    098 38 09.84700(W) AD(       ) 1
 QR0599
 QR0599.Superseded values are not recommended for survey control.
 QR0599
 QR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0599.See file dsdata.pdf to determine how the superseded data were derived.
 QR0599
 QR0599_MARKER: DS = TRIANGULATION STATION DISK
 QR0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0599_STAMPING: SNAKE 1934
 QR0599_MARK LOGO: CGS
 QR0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0599+STABILITY: SURFACE MOTION
 QR0599
 QR0599  HISTORY     - Date     Condition        Report By
 QR0599  HISTORY     - 1934     MONUMENTED       CGS
 QR0599  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QR0599
 QR0599                          STATION DESCRIPTION
 QR0599
 QR0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0599'STATION IS LOCATED NEAR CENTER OF LINE BETWEEN SECS. 22 AND 23
 QR0599'IN SEC. 23, T 120 N, R 65 W.  STATION IS IN A FENCE CORNER,
 QR0599'16 FEET S OF CENTER OF T-LANE LEADING E.  IT IS 45 FEET E OF
 QR0599'GRAVEL ROAD AND PROJECTS 4 INCHES ABOVE THE GROUND.
 QR0599'
 QR0599'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0599'BRONZE DISKS SET IN CONCRETE.
 QR0599'
 QR0599'REFERENCE MARK NO. 1 IS E OF STATION IN FENCE LINE, LOCATED IN
 QR0599'THE CENTER LINE BETWEEN SECS. 22 AND 23 IN SEC. 23, T 120 N,
 QR0599'R 65 W, 157 FEET E OF CENTER LINE OF MAIN GRAVEL HIGHWAY,
 QR0599'8 FEET S OF CENTER LINE OF E-W DIM TRAIL, 125 FEET E OF FENCE
 QR0599'CORNER.  MARK PROJECTS 6 INCHES ABOVE THE GROUND.
 QR0599'
 QR0599'REFERENCE MARK NO. 2 IS LOCATED IN FENCE LINE IN SEC. 23, T 120
 QR0599'N, R 65 W, 32 FEET E OF CENTER LINE OF MAIN GRAVEL HIGHWAY, 128
 QR0599'FEET S OF CENTER LINE OF E-W DIM TRAIL.  MARK PROJECTS 6 INCHES
 QR0599'ABOVE THE GROUND.
 QR0599'
 QR0599'AZIMUTH MARK IS SW OF STATION.
 QR0599'
 QR0599'TO REACH THE AZIMUTH FROM STATION, GO 0.5 MILE S ON MAIN GRAVEL
 QR0599'ROAD TO ABANDONED SCHOOLHOUSE, TURN RIGHT (W) AND GO 0.15 MILE
 QR0599'TO AZIMUTH ON RIGHT (N).  IT IS 40 FEET N OF CENTER LINE OF
 QR0599'E-W DIRT ROAD IN FENCE LINE.  MARK PROJECTS 5 INCHES ABOVE THE
 QR0599'GROUND.
 QR0599'
 QR0599'TO REACH THE STATION FROM RAILROAD STATION IN NORTHVILLE,
 QR0599'GO N ONE BLOCK TO STATE HIGHWAY 20 AND TURN LEFT (W).  GO W ON
 QR0599'STATE HIGHWAY 20 FOR 2.9 MILES AND TURN RIGHT (N) ON GRAVEL
 QR0599'ROAD.  GO 2.45 MILES TO STATION ON THE RIGHT.
 QR0599'
 QR0599'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0599
 QR0599                          STATION RECOVERY (1967)
 QR0599
 QR0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QR0599'THE SURFACE STATION MARK AND THE REFERENCE MARKS HAD BEEN
 QR0599'DESTROYED.  THE UNDERGROUND MARK AND THE AZIMUTH MARK RECOVERED
 QR0599'AND FOUND IN GOOD CONDITION.  THE UNDERGROUND MARK WAS FOUND ON
 QR0599'THE TOP OF A HIGH MOUND SO A NEW STATION WAS ESTABLISHED ACROSS
 QR0599'THE ROAD TO THE WEST.  FOR DETAILS SEE DESCRIPTION FOR SNAKE 2
 QR0599'1967.
 QR0599'
 QR0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MILES
 QR0599'NORTHWEST OF NORTHVILLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1184 ***********************************************************************
 PT1184  DESIGNATION -  SNAKE
 PT1184  PID         -  PT1184
 PT1184  STATE/COUNTY-  SD/ZIEBACH
 PT1184  COUNTRY     -  US
 PT1184  USGS QUAD   -  LONGBRAKE RANCH (2017)
 PT1184
 PT1184                         *CURRENT SURVEY CONTROL
 PT1184  ______________________________________________________________________
 PT1184* NAD 83(1996) POSITION- 44 49 50.96718(N) 101 43 26.97249(W)   ADJUSTED
 PT1184* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 PT1184  ______________________________________________________________________
 PT1184  GEOID HEIGHT    -        -20.533 (meters)                     GEOID18
 PT1184  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 PT1184  HORZ ORDER      -  SECOND
 PT1184
 PT1184.The horizontal coordinates were established by classical geodetic methods
 PT1184.and adjusted by the National Geodetic Survey in January 1998.
 PT1184
 PT1184.The orthometric height was scaled from a topographic map.
 PT1184
 PT1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1184.GEOID18 height accuracy estimate available here.
 PT1184
 PT1184.Click photographs - Photos may exist for this station.
 PT1184
 PT1184.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1184
 PT1184. The following values were computed from the NAD 83(1996) position.
 PT1184
 PT1184;                    North         East     Units Scale Factor Converg.
 PT1184;SPC SD N     -   112,294.967   463,673.668   MT  0.99994647   -1 13 12.9
 PT1184;SPC SD N     -   368,421.07  1,521,236.03   sFT  0.99994647   -1 13 12.9
 PT1184;UTM  14      - 4,967,767.852   284,663.126   MT  1.00017023   -1 55 16.7
 PT1184
 PT1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1184!SPC SD N     -   0.99989090  x   0.99994647  =   0.99983738
 PT1184!UTM  14      -   0.99989090  x   1.00017023  =   1.00006111
 PT1184
 PT1184:                Primary Azimuth Mark                     Grid Az
 PT1184:SPC SD N     -  SNAKE AZ MK                              000 25 08.1
 PT1184:UTM  14      -  SNAKE AZ MK                              001 07 11.9
 PT1184
 PT1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8466367767(NAD 83)
 PT1184
 PT1184|---------------------------------------------------------------------|
 PT1184| PID    Reference Object                     Distance      Geod. Az  |
 PT1184|                                                           dddmmss.s |
 PT1184| CQ4940 SNAKE RM 1                           10.274 METERS 20055     |
 PT1184| CQ4941 SNAKE RM 2                           14.597 METERS 28729     |
 PT1184| CQ4939 SNAKE AZ MK                                        3591155.2 |
 PT1184|---------------------------------------------------------------------|
 PT1184
 PT1184                          SUPERSEDED SURVEY CONTROL
 PT1184
 PT1184  NAD 83(1986)-  44 49 50.95900(N)    101 43 26.97264(W) AD(       ) 2
 PT1184  NAD 27      -  44 49 51.00400(N)    101 43 25.42100(W) AD(       ) 2
 PT1184
 PT1184.Superseded values are not recommended for survey control.
 PT1184
 PT1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1184.See file dsdata.pdf to determine how the superseded data were derived.
 PT1184
 PT1184_MARKER: DS = TRIANGULATION STATION DISK
 PT1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1184_STAMPING: SNAKE 1952
 PT1184_MARK LOGO: CGS
 PT1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1184+STABILITY: SURFACE MOTION
 PT1184
 PT1184  HISTORY     - Date     Condition        Report By
 PT1184  HISTORY     - 1952     MONUMENTED       CGS
 PT1184
 PT1184                          STATION DESCRIPTION
 PT1184
 PT1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1184'THE STATION IS IN SECTION 17, T 10 N, R 20 E, ABOUT 15 MILES
 PT1184'SOUTH AND 6 MILES WEST OF DUPREE, AND 5 FEET EAST OF A WHITE
 PT1184'4 IN X 4 IN WITNESS POST.
 PT1184'
 PT1184'TO REACH THE STATION FROM THE COURTHOUSE IN DUPREE, GO SOUTH
 PT1184'ON A DIRT ROAD FOR 0.65 MILE TO A CROSSROADS, GO RIGHT (WEST
 PT1184'AND SOUTH) ON MAIN ROAD FOR 13.9 MILES TO A BLADED ROAD WEST
 PT1184'THROUGH A CATTLE GUARD, TURN RIGHT (WEST) CROSS CATTLE GUARD
 PT1184'AND FOLLOW ALONG BLADED ROAD FOR 2.3 MILES TO A CATTLE GUARD,
 PT1184'CONTINUE ON BLADED ROAD (WEST) FOR 1.2 MILES TO ANOTHER CATTLE
 PT1184'GUARD, CONTINUE WEST ON BLADED ROAD FOR 1.85 MILES TO FORKS,
 PT1184'TURN LEFT (SOUTH) AND GO ON TRACK ROAD FOR 2.0 MILES TO THE
 PT1184'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE ON
 PT1184'TRACK ROAD FOR 0.2 MILE TO WHERE ROAD CURVES TO THE LEFT,
 PT1184'CONTINUE STRAIGHT AHEAD ON DIM TRACKS FOR 0.1 MILE TO THE
 PT1184'TOP OF THE MOUND AND THE STATION AS DESCRIBED ABOVE.
 PT1184'
 PT1184'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1184'SNAKE 1952.
 PT1184'
 PT1184'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PT1184'SNAKE NO 1 1952.
 PT1184'
 PT1184'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PT1184'SNAKE NO 2 1952.
 PT1184'
 PT1184'THE AZIMUTH MARK IS 150 FEET NORTHEAST OF A WATER PUMP, 46
 PT1184'FEET WEST OF THE TRACK ROAD, AND 4 FEET SOUTHWEST OF A 4 IN X
 PT1184'4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 PT1184'IS STAMPED SNAKE 1952.
 PT1184'
 PT1184'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0601 ***********************************************************************
 QR0601  DESIGNATION -  SNAKE 2
 QR0601  PID         -  QR0601
 QR0601  STATE/COUNTY-  SD/SPINK
 QR0601  COUNTRY     -  US
 QR0601  USGS QUAD   -  CHELSEA (2017)
 QR0601
 QR0601                         *CURRENT SURVEY CONTROL
 QR0601  ______________________________________________________________________
 QR0601* NAD 83(1996) POSITION- 45 11 41.62721(N) 098 38 12.71796(W)   NO CHECK
 QR0601* NAVD 88 ORTHO HEIGHT -   406.    (meters)     1332.    (feet) SCALED
 QR0601  ______________________________________________________________________
 QR0601  GEOID HEIGHT    -        -24.201 (meters)                     GEOID18
 QR0601  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 QR0601  HORZ ORDER      -  SECOND
 QR0601
 QR0601.The horizontal coordinates were established by classical geodetic methods
 QR0601.and adjusted by the National Geodetic Survey in January 1998.
 QR0601
 QR0601.No horizontal observational check was made to the station.
 QR0601
 QR0601.The orthometric height was scaled from a topographic map.
 QR0601
 QR0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0601.GEOID18 height accuracy estimate available here.
 QR0601
 QR0601.Click photographs - Photos may exist for this station.
 QR0601
 QR0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0601
 QR0601. The following values were computed from the NAD 83(1996) position.
 QR0601
 QR0601;                    North         East     Units Scale Factor Converg.
 QR0601;SPC SD N     -   152,202.624   707,102.551   MT  0.99994225   +0 57 53.1
 QR0601;SPC SD N     -   499,351.44  2,319,885.62   sFT  0.99994225   +0 57 53.1
 QR0601;UTM  14      - 5,004,665.428   528,523.310   MT  0.99961000   +0 15 27.5
 QR0601
 QR0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0601!SPC SD N     -   0.99994010  x   0.99994225  =   0.99988235
 QR0601!UTM  14      -   0.99994010  x   0.99961000  =   0.99955012
 QR0601
 QR0601:                Primary Azimuth Mark                     Grid Az
 QR0601:SPC SD N     -  SNAKE AZ MK                              191 12 06.7
 QR0601:UTM  14      -  SNAKE AZ MK                              191 54 32.3
 QR0601
 QR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2852304665(NAD 83)
 QR0601
 QR0601|---------------------------------------------------------------------|
 QR0601| PID    Reference Object                     Distance      Geod. Az  |
 QR0601|                                                           dddmmss.s |
 QR0601| QR0596 MANSFIELD PRESB CHURCH SPIRE        APPROX. 7.8 KM 0480542.0 |
 QR0601| QR0599 SNAKE                                33.102 METERS 09240     |
 QR0601| CO6142 SNAKE AZ MK                                        1920959.8 |
 QR0601| CO6145 SNAKE 2 RM 3                         25.157 METERS 27022     |
 QR0601| CO6146 SNAKE 2 RM 4                         27.747 METERS 35458     |
 QR0601|---------------------------------------------------------------------|
 QR0601
 QR0601                          SUPERSEDED SURVEY CONTROL
 QR0601
 QR0601  NAD 83(1986)-  45 11 41.63756(N)    098 38 12.71116(W) AD(       ) 2
 QR0601  NAD 27      -  45 11 41.72701(N)    098 38 11.36183(W) AD(       ) 2
 QR0601
 QR0601.Superseded values are not recommended for survey control.
 QR0601
 QR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0601.See file dsdata.pdf to determine how the superseded data were derived.
 QR0601
 QR0601_MARKER: DS = TRIANGULATION STATION DISK
 QR0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0601_STAMPING: SNAKE 2 1967
 QR0601_MARK LOGO: CGS
 QR0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0601+STABILITY: SURFACE MOTION
 QR0601
 QR0601  HISTORY     - Date     Condition        Report By
 QR0601  HISTORY     - 1967     MONUMENTED       CGS
 QR0601
 QR0601                          STATION DESCRIPTION
 QR0601
 QR0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QR0601'THE STATION IS ABOUT 3 MILES WEST AND 2.5 MILES NORTHFOFOTHE
 QR0601'VILLAGE OF NORTHVILLE AND IS NEAR THE CENTER OF THE EAST SIDE
 QR0601'OF SEC. 22, T. 120 N., R. 65 W.
 QR0601'
 QR0601'TO REACH FROM NORTHVILLE, FROM THE RAILROAD CROSSING ON STATE
 QR0601'HIGHWAY 20 AT THE NORTH EDGE OF TOWN, GO WEST ON HIGHWAY
 QR0601'20 FOR 2.9 MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR
 QR0601'2.5 MILES TO THE STATION ON THE LEFT.  THE AZIMUTH MARK IS 0.5
 QR0601'MILE SOUTH AND 0.15 MILE WEST OF THE STATION.
 QR0601'
 QR0601'THE STATION IS 68 FEET WEST OF THE CENTERLINE OF THE ROAD,
 QR0601'3 FEET WEST OF THE EDGE OF THE BACKSLOPE, 2 FEET SOUTH OF
 QR0601'A LINE WITH THE HALF-SECTION LINE AND 2 FEET NORTH OF A
 QR0601'METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 QR0601'IS STAMPED SNAKE 2 1967.
 QR0601'
 QR0601'R.M. NO. 3 IS ABOUT 150 FEET WEST OF THE CENTERLINE OF THE
 QR0601'ROAD, 3 FEET EAST OF A METAL TELEPHONE MARKER POST AND 1 FOOT
 QR0601'SOUTH OF THE HALF-SECTION LINE FENCE.  THE MARK PROJECTS 10
 QR0601'INCHES AND THE DISK IS STAMPED SNAKE 2 NO 3 1967.
 QR0601'
 QR0601'R.M. NO. 4 IS 74 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 QR0601'1 FOOT WEST OF THE EDGE OF THE BACKSLOPE.  THE MARK PROJECTS
 QR0601'ABOUT 8 INCHES AND THE DISK IS STAMPED SNAKE 2 NO 4 1967.
 QR0601'
 QR0601'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 QR0601'2 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTH
 QR0601'OF THE FENCE.  THE MARK IS ON THE EDGE OF THE ROAD BANK, IS
 QR0601'ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED SNAKE 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0187 ***********************************************************************
 PT0187  DESIGNATION -  SNAKE BUTTE AZ MK
 PT0187  PID         -  PT0187
 PT0187  STATE/COUNTY-  SD/HUGHES
 PT0187  COUNTRY     -  US
 PT0187  USGS QUAD   -  PIERRE NE (2017)
 PT0187
 PT0187                         *CURRENT SURVEY CONTROL
 PT0187  ______________________________________________________________________
 PT0187* NAD 83(1986) POSITION- 44 25 31.     (N) 100 21 32.     (W)   SCALED
 PT0187* NAVD 88 ORTHO HEIGHT -   589.402 (meters)     1933.73  (feet) ADJUSTED
 PT0187  ______________________________________________________________________
 PT0187  GEOID HEIGHT    -        -23.260 (meters)                     GEOID18
 PT0187  DYNAMIC HEIGHT  -        589.289 (meters)     1933.36  (feet) COMP
 PT0187  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 PT0187
 PT0187  VERT ORDER      -  FIRST     CLASS II
 PT0187
 PT0187.The horizontal coordinates were scaled from a map and have
 PT0187.an estimated accuracy of +/- 6 seconds.
 PT0187
 PT0187.The orthometric height was determined by differential leveling and
 PT0187.adjusted by the NATIONAL GEODETIC SURVEY
 PT0187.in June 1991.
 PT0187
 PT0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0187.GEOID18 height accuracy estimate available here.
 PT0187
 PT0187.Click photographs - Photos may exist for this station.
 PT0187
 PT0187.The dynamic height is computed by dividing the NAVD 88
 PT0187.geopotential number by the normal gravity value computed on the
 PT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0187.degrees latitude (g = 980.6199 gals.).
 PT0187
 PT0187.The modeled gravity was interpolated from observed gravity values.
 PT0187
 PT0187;                    North         East    Units  Estimated Accuracy
 PT0187;SPC SD S     -   232,410.      597,970.      MT  (+/- 180 meters Scaled)
 PT0187
 PT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ918200(NAD 83)
 PT0187
 PT0187                          SUPERSEDED SURVEY CONTROL
 PT0187
 PT0187  NGVD 29 (??/??/92)  589.020  (m)         1932.48   (f) ADJ UNCH    1 2
 PT0187
 PT0187.Superseded values are not recommended for survey control.
 PT0187
 PT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0187.See file dsdata.pdf to determine how the superseded data were derived.
 PT0187
 PT0187_MARKER: DZ = AZIMUTH MARK DISK
 PT0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0187_STAMPING: SNAKE BUTTE MRC 1945
 PT0187_MARK LOGO: CGS
 PT0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0187+STABILITY: SURFACE MOTION
 PT0187
 PT0187  HISTORY     - Date     Condition        Report By
 PT0187  HISTORY     - 1945     MONUMENTED       CGS
 PT0187  HISTORY     - 1949     GOOD             CGS
 PT0187  HISTORY     - 1951     GOOD             CGS
 PT0187
 PT0187                          STATION DESCRIPTION
 PT0187
 PT0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0187'4.4 MI N FROM PIERRE.
 PT0187'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0187'AT PIERRE, THENCE 2.7 MILES NORTH ALONG A GRAVELED ROAD TO
 PT0187'THE DAKOTA STATE CENTER MONUMENT, THENCE THROUGH A WIRE GATE
 PT0187'AND NORTH PAST A 400 FOOT RADIO MAST FOR 0.35 MILE TO A SECOND
 PT0187'WIRE GATE, THENCE 0.1 MILE NORTHWEST TO THE CREST OF A RIDGE,
 PT0187'AT A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE, 1.0 FOOT SOUTH
 PT0187'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
 PT0187
 PT0187                          STATION RECOVERY (1951)
 PT0187
 PT0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0189 ***********************************************************************
 PT0189  DESIGNATION -  SNAKE BUTTE RESET
 PT0189  PID         -  PT0189
 PT0189  STATE/COUNTY-  SD/HUGHES
 PT0189  COUNTRY     -  US
 PT0189  USGS QUAD   -  PIERRE NE (2017)
 PT0189
 PT0189                         *CURRENT SURVEY CONTROL
 PT0189  ______________________________________________________________________
 PT0189* NAD 83(1996) POSITION- 44 25 38.67835(N) 100 21 46.87948(W)   ADJUSTED
 PT0189* NAVD 88 ORTHO HEIGHT -   586.191 (meters)     1923.20  (feet) ADJUSTED
 PT0189  ______________________________________________________________________
 PT0189  GEOID HEIGHT    -        -23.253 (meters)                     GEOID18
 PT0189  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 PT0189  DYNAMIC HEIGHT  -        586.078 (meters)     1922.82  (feet) COMP
 PT0189  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 PT0189
 PT0189  HORZ ORDER      -  SECOND
 PT0189  VERT ORDER      -  FIRST     CLASS II
 PT0189
 PT0189.The horizontal coordinates were established by classical geodetic methods
 PT0189.and adjusted by the National Geodetic Survey in January 1998.
 PT0189
 PT0189.The orthometric height was determined by differential leveling and
 PT0189.adjusted by the NATIONAL GEODETIC SURVEY
 PT0189.in June 1991.
 PT0189
 PT0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0189.GEOID18 height accuracy estimate available here.
 PT0189
 PT0189.Click photographs - Photos may exist for this station.
 PT0189
 PT0189.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0189
 PT0189.The dynamic height is computed by dividing the NAVD 88
 PT0189.geopotential number by the normal gravity value computed on the
 PT0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0189.degrees latitude (g = 980.6199 gals.).
 PT0189
 PT0189.The modeled gravity was interpolated from observed gravity values.
 PT0189
 PT0189. The following values were computed from the NAD 83(1996) position.
 PT0189
 PT0189;                    North         East     Units Scale Factor Converg.
 PT0189;SPC SD S     -   232,645.928   597,635.924   MT  1.00000666   -0 01 13.7
 PT0189;SPC SD S     -   763,272.52  1,960,743.86   sFT  1.00000666   -0 01 13.7
 PT0189;UTM  14      - 4,920,249.604   391,508.234   MT  0.99974475   -0 57 15.2
 PT0189
 PT0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0189!SPC SD S     -   0.99991174  x   1.00000666  =   0.99991840
 PT0189!UTM  14      -   0.99991174  x   0.99974475  =   0.99965651
 PT0189
 PT0189:                Primary Azimuth Mark                     Grid Az
 PT0189:SPC SD S     -  PIERRE S DAK STATE POLICE MAST           123 02 35.7
 PT0189:UTM  14      -  PIERRE S DAK STATE POLICE MAST           123 58 37.2
 PT0189
 PT0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9150820249(NAD 83)
 PT0189
 PT0189|---------------------------------------------------------------------|
 PT0189| PID    Reference Object                     Distance      Geod. Az  |
 PT0189|                                                           dddmmss.s |
 PT0189| PT1023 PIERRE S DAK STATE POLICE MAST      APPROX. 0.8 KM 1230122.0 |
 PT0189| PT0187 SNAKE BUTTE AZ MK                                  1252739.3 |
 PT0189| PT0188 SNAKE BUTTE RM 1                     12.357 METERS 12840     |
 PT0189| PT1038 PIERRE S DAK ST CAPITOL DOME        APPROX. 6.8 KM 1684623.5 |
 PT0189| PT1037 PIERRE ST PETER PAUL CATH CH        APPROX. 6.4 KM 1692252.2 |
 PT0189| PT0190 SNAKE BUTTE RM 2                     11.799 METERS 27723     |
 PT0189|---------------------------------------------------------------------|
 PT0189
 PT0189                          SUPERSEDED SURVEY CONTROL
 PT0189
 PT0189  NAD 83(1986)-  44 25 38.67350(N)    100 21 46.88361(W) AD(       ) 2
 PT0189  NAD 27      -  44 25 38.74100(N)    100 21 45.39800(W) AD(       ) 2
 PT0189  MORC        -  44 25 36.03000(N)    100 21 45.15000(W) AD(       ) 3
 PT0189  NGVD 29 (??/??/92)  585.81   (m)         1921.9    (f) COMPUTED    1 2
 PT0189  NGVD 29             585.81   (m)         1921.9    (f) LEVELING    3  
 PT0189
 PT0189.Superseded values are not recommended for survey control.
 PT0189
 PT0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0189.See file dsdata.pdf to determine how the superseded data were derived.
 PT0189
 PT0189_MARKER: DH = HORIZONTAL CONTROL DISK
 PT0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0189_STAMPING: SNAKE BUTTE MRC 1945 1981
 PT0189_MARK LOGO: NGS
 PT0189_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0189+STABILITY: SURFACE MOTION
 PT0189
 PT0189  HISTORY     - Date     Condition        Report By
 PT0189  HISTORY     - 1981     MONUMENTED       NGS
 PT0189
 PT0189                          STATION DESCRIPTION
 PT0189
 PT0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0189'THE UNDERGROUND STATION MARK, WHICH IS A SQUARE LIMESTONE WITH A
 PT0189'DRILL HOLE IN THE NEAR CENTER, REFERENCE MARKS 1 AND 2 AND THE
 PT0189'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE MARK HAD
 PT0189'BEEN HIT AND DISTURBED AND THE AZIMUTH MARK IS BLOCKED BY A SMALL
 PT0189'BUILDING AND A POLE.  THE SURFACE STATION MARK WAS RESET DIRECTLY
 PT0189'ABOVE THE UNDERGROUND MARK.  THE DISTANCES AND DIRECTIONS TO THE
 PT0189'REFERENCE MARKS VARIED FROM THE OLD DATA BUT CHECK ANGLES TO OLD
 PT0189'LANDMARKS AND STATION PIETRUS 1934 WERE SATISFACTORY.
 PT0189'
 PT0189'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH-NORTHWEST OF
 PT0189'PIERRE, 0.8 MILE (1.3 KM) NORTHWEST OF THE SOUTH DAKOTA CENTER
 PT0189'MONUMENT ON A BLUFF THAT RUNS PARALLEL TO THE MISSOURI RIVER AND HAS
 PT0189'VARIOUS MASTS AND ANTENNAS ON IT.  THE STATION OVERLOOKS THE RIVER TO
 PT0189'THE WEST.
 PT0189'
 PT0189'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 14, 83 AND 1804 AT
 PT0189'THE NORTHEAST EDGE OF PIERRE, GO NORTH ON HIGHWAY 1804 FOR 2.4 MILES
 PT0189'(3.9 KM) TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT ON GRAVELED ROAD
 PT0189'FOR 0.1 MILE (0.2 KM) TO A MONUMENT WITH SIGN ON THE RIGHT AND A SIDE
 PT0189'ROAD LEFT.  TURN LEFT ON GRAVELED ROAD AND GO 0.5 MILE (0.8 KM) TO
 PT0189'THE ENTRANCE TO A FENCED AREA.  BEAR RIGHT FOLLOWING TRACK ROAD NORTH
 PT0189'AND WEST AROUND FENCED AREA FOR 0.3 MILE (0.5 KM) TO THE STATION.
 PT0189'
 PT0189'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PT0189'STAMPED---SNAKE BUTTE MRC 1945 1981---SET INTO THE TOP OF A SQUARE
 PT0189'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6
 PT0189'INCHES) ABOVE THE GROUND LOCATED 1.8 METERS (6 FEET) N FROM THE EDGE
 PT0189'OF THE BLUFF AND 0.91 METER (3 FEET) S FROM A METAL WITNESS POST.
 PT0189'
 PT0189'THE UNDERGROUND MARK IS A LIME STONE TABLET WITH A DRILL HOLE.  IT
 PT0189'HAS U.S. MARKED ON IT.
 PT0189'
 PT0189'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT0189'NOS) DISK STAMPED---SNAKE BUTTE MRC NO 1 1945---SET INTO THE TOP OF
 PT0189'A PARTIALLY EXPOSED BOULDER OF 1 METER (3.3 FEET) LARGEST DIMENSION
 PT0189'LOCATED 12.50 METERS (41 FEET) SE FROM A METAL WITNESS POST, 0.61
 PT0189'METER (2 FEET) S FROM A WOODEN 4 X 4 WITNESS POST, AND 1.2 METERS (4
 PT0189'FEET) LOWER THAN THE STATION.
 PT0189'
 PT0189'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT0189'NOS) DISK STAMPED---SNAKE BUTTE MRC NO 2 1945---SET INTO ROCK
 PT0189'OUTCROP LOCATED 11.73 METERS (38.5 FEET) W FROM A METAL WITNESS POST,
 PT0189'1.8 METERS (6 FEET) N FROM THE EDGE OF THE BLUFF, AND 0.6 METER (2
 PT0189'FEET) LOWER THAN THE STATION.
 PT0189'
 PT0189'AZIMUTH MARK IS A U.S. CORPS OF ENGINEERS DISK STAMPED P 313 C SET IN
 PT0189'TOP OF A 6-INCH (0.15 METER) SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PT0189'ABOUT 2 CENTIMETERS.  THE DISK HAS A SMALL RAISED TRIANGLE IN THE
 PT0189'CENTER.  IT IS ABOUT 0.15 MILE (0.25 KM) SSE OF A CATTLE GUARD ON
 PT0189'HIGHWAY 1804.  IT IS LOCATED 23.29 METERS (76.4 FEET) SW FROM THE
 PT0189'CENTER OF HWY. 1804, 7.41 METERS (24.3 FEET) SW FROM A FENCE, 2.4
 PT0189'METERS (8.0 FEET) NE FROM THE EDGE OF A BLUFF, AND 0.73 METER (2.4
 PT0189'FEET) NE FROM A WOODEN 4 X 4 WITNESS POST.
 PT0189'
 PT0189'TO REACH THE AZIMUTH MARK FROM THE MONUMENT MENTIONED ABOVE, GO
 PT0189'NORTHEAST ON GRAVELED ROAD FOR 0.1 MILE (0.2 KM) TO HIGHWAY 1804.
 PT0189'TURN LEFT AND FOLLOW HIGHWAY 1804 NORTH AND NORTHWEST FOR 1.8 MILES
 PT0189'(2.9 KM) TO THE MARK ON THE LEFT.
 PT0189'
 PT0189'PD-6 USE IS A MILLED RAISED PLUG AND BASE MOUNTED ON TOP OF A
 PT0189'CONCRETE PEDESTAL WHICH IS 0.4 METER IN DIAMETER AND 1.2 METERS TALL.
 PT0189'THE METAL PLUG BASE IS STAMPED---PD-6---AND IS COVERED BY A REMOVABLE
 PT0189'METAL CAP.  IT IS 37.0 FEET (11.3 METERS) NORTHWEST OF THE METAL
 PT0189'WITNESS POST.  A PRECISE TRAVERSE CONNECTION WAS MADE TO STATION
 PT0189'SNAKE BUTTE MORC 1889.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0188 ***********************************************************************
 PT0188  DESIGNATION -  SNAKE BUTTE RM 1
 PT0188  PID         -  PT0188
 PT0188  STATE/COUNTY-  SD/HUGHES
 PT0188  COUNTRY     -  US
 PT0188  USGS QUAD   -  PIERRE NE (2017)
 PT0188
 PT0188                         *CURRENT SURVEY CONTROL
 PT0188  ______________________________________________________________________
 PT0188* NAD 83(1986) POSITION- 44 25 38.43   (N) 100 21 46.44   (W)   HD_HELD1
 PT0188* NAVD 88 ORTHO HEIGHT -   584.718 (meters)     1918.36  (feet) ADJUSTED
 PT0188  ______________________________________________________________________
 PT0188  GEOID HEIGHT    -        -23.253 (meters)                     GEOID18
 PT0188  DYNAMIC HEIGHT  -        584.606 (meters)     1917.99  (feet) COMP
 PT0188  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 PT0188
 PT0188  VERT ORDER      -  FIRST     CLASS II
 PT0188
 PT0188.The horizontal coordinates were determined by differentially corrected
 PT0188.hand held GPS observations or other comparable positioning techniques
 PT0188.and have an estimated accuracy of +/- 3 meters.
 PT0188
 PT0188.The orthometric height was determined by differential leveling and
 PT0188.adjusted by the NATIONAL GEODETIC SURVEY
 PT0188.in June 1991.
 PT0188
 PT0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0188.GEOID18 height accuracy estimate available here.
 PT0188
 PT0188.Click photographs - Photos may exist for this station.
 PT0188
 PT0188.The dynamic height is computed by dividing the NAVD 88
 PT0188.geopotential number by the normal gravity value computed on the
 PT0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0188.degrees latitude (g = 980.6199 gals.).
 PT0188
 PT0188.The modeled gravity was interpolated from observed gravity values.
 PT0188
 PT0188;                    North         East    Units  Estimated Accuracy
 PT0188;SPC SD S     -   232,638.3     597,645.6     MT  (+/- 3 meters HH1 GPS) 
 PT0188
 PT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9151720241(NAD 83)
 PT0188
 PT0188                          SUPERSEDED SURVEY CONTROL
 PT0188
 PT0188  NGVD 29 (??/??/92)  584.337  (m)         1917.11   (f) ADJ UNCH    1 2
 PT0188
 PT0188.Superseded values are not recommended for survey control.
 PT0188
 PT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0188.See file dsdata.pdf to determine how the superseded data were derived.
 PT0188
 PT0188_MARKER: DR = REFERENCE MARK DISK
 PT0188_SETTING: 66 = SET IN ROCK OUTCROP
 PT0188_STAMPING: SNAKE BUTTE MRC NO 1 1945
 PT0188_MARK LOGO: CGS
 PT0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0188+STABILITY: POSITION/ELEVATION WELL
 PT0188
 PT0188  HISTORY     - Date     Condition        Report By
 PT0188  HISTORY     - 1945     MONUMENTED       CGS
 PT0188  HISTORY     - 1949     GOOD             CGS
 PT0188  HISTORY     - 1951     GOOD             CGS
 PT0188  HISTORY     - 1981     GOOD             NGS
 PT0188
 PT0188                          STATION DESCRIPTION
 PT0188
 PT0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0188'4.7 MI N FROM PIERRE.
 PT0188'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0188'AT PIERRE, THENCE 2.7 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0188'DAKOTA STATE CENTER MONUMENT, THENCE THROUGH A GATE AND 0.35
 PT0188'MILE NORTHWEST PAST A 400 FOOT RADIO MAST TO A WIRE GATE, THENCE
 PT0188'0.35 MILE NORTHWEST ALONG THE TOP OF A RIDGE, 40 FEET SOUTHEAST
 PT0188'OF TRIANGULATION STATION SNAKE BUTTE (MRC), 2.0 FEET SOUTH OF
 PT0188'A WITNESS POST, SET IN THE TOP OF A ROCK OUTCROP.
 PT0188
 PT0188                          STATION RECOVERY (1951)
 PT0188
 PT0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 PT0188'RECOVERED IN GOOD CONDITION.
 PT0188
 PT0188                          STATION RECOVERY (1981)
 PT0188
 PT0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT0188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0190 ***********************************************************************
 PT0190  DESIGNATION -  SNAKE BUTTE RM 2
 PT0190  PID         -  PT0190
 PT0190  STATE/COUNTY-  SD/HUGHES
 PT0190  COUNTRY     -  US
 PT0190  USGS QUAD   -  PIERRE NE (2017)
 PT0190
 PT0190                         *CURRENT SURVEY CONTROL
 PT0190  ______________________________________________________________________
 PT0190* NAD 83(1986) POSITION- 44 25 38.73   (N) 100 21 47.41   (W)   HD_HELD1
 PT0190* NAVD 88 ORTHO HEIGHT -   585.329 (meters)     1920.37  (feet) ADJUSTED
 PT0190  ______________________________________________________________________
 PT0190  GEOID HEIGHT    -        -23.253 (meters)                     GEOID18
 PT0190  DYNAMIC HEIGHT  -        585.216 (meters)     1920.00  (feet) COMP
 PT0190  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 PT0190
 PT0190  VERT ORDER      -  FIRST     CLASS II
 PT0190
 PT0190.The horizontal coordinates were determined by differentially corrected
 PT0190.hand held GPS observations or other comparable positioning techniques
 PT0190.and have an estimated accuracy of +/- 3 meters.
 PT0190
 PT0190.The orthometric height was determined by differential leveling and
 PT0190.adjusted by the NATIONAL GEODETIC SURVEY
 PT0190.in June 1991.
 PT0190
 PT0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0190.GEOID18 height accuracy estimate available here.
 PT0190
 PT0190.Click photographs - Photos may exist for this station.
 PT0190
 PT0190.The dynamic height is computed by dividing the NAVD 88
 PT0190.geopotential number by the normal gravity value computed on the
 PT0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0190.degrees latitude (g = 980.6199 gals.).
 PT0190
 PT0190.The modeled gravity was interpolated from observed gravity values.
 PT0190
 PT0190;                    North         East    Units  Estimated Accuracy
 PT0190;SPC SD S     -   232,647.5     597,624.2     MT  (+/- 3 meters HH1 GPS) 
 PT0190
 PT0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9149620251(NAD 83)
 PT0190
 PT0190                          SUPERSEDED SURVEY CONTROL
 PT0190
 PT0190  NGVD 29 (??/??/92)  584.947  (m)         1919.11   (f) ADJ UNCH    1 2
 PT0190
 PT0190.Superseded values are not recommended for survey control.
 PT0190
 PT0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0190.See file dsdata.pdf to determine how the superseded data were derived.
 PT0190
 PT0190_MARKER: DR = REFERENCE MARK DISK
 PT0190_SETTING: 66 = SET IN ROCK OUTCROP
 PT0190_STAMPING: SNAKE BUTTE MRC NO 2 1945
 PT0190_MARK LOGO: CGS
 PT0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0190+STABILITY: POSITION/ELEVATION WELL
 PT0190
 PT0190  HISTORY     - Date     Condition        Report By
 PT0190  HISTORY     - 1945     MONUMENTED       CGS
 PT0190  HISTORY     - 1949     GOOD             CGS
 PT0190  HISTORY     - 1951     GOOD             CGS
 PT0190
 PT0190                          STATION DESCRIPTION
 PT0190
 PT0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0190'4.7 MI N FROM PIERRE.
 PT0190'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0190'AT PIERRE, THENCE 2.7 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0190'DAKOTA STATE CENTER MONUMENT, THENCE THROUGH A GATE AND 0.35
 PT0190'MILE NORTHWEST PAST A 400 FOOT RADIO MAST TO A WIRE GATE, THENCE
 PT0190'0.35 MILE NORTHWEST ALONG THE TOP OF A RIDGE, 2.0 FEET WEST OF
 PT0190'A WITNESS POST, 38 FEET WEST OF TRIANGULATION STATION SNAKE
 PT0190'BUTTE (MRC), 3 FEET LOWER THAN THE TRIANGULATION STATION,
 PT0190'SET IN THE TOP OF A ROCK OUTCROP.
 PT0190
 PT0190                          STATION RECOVERY (1951)
 PT0190
 PT0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0759 ***********************************************************************
 OS0759  DESIGNATION -  SNYDER
 OS0759  PID         -  OS0759
 OS0759  STATE/COUNTY-  SD/BENNETT
 OS0759  COUNTRY     -  US
 OS0759  USGS QUAD   -  PHANTOM LAKE (2017)
 OS0759
 OS0759                         *CURRENT SURVEY CONTROL
 OS0759  ______________________________________________________________________
 OS0759* NAD 83(1996) POSITION- 43 01 29.94009(N) 101 34 20.53618(W)   ADJUSTED
 OS0759* NAVD 88 ORTHO HEIGHT -  1021.    (meters)     3350.    (feet) SCALED
 OS0759  ______________________________________________________________________
 OS0759  GEOID HEIGHT    -        -19.795 (meters)                     GEOID18
 OS0759  LAPLACE CORR    -         -5.45  (seconds)                    DEFLEC18
 OS0759  HORZ ORDER      -  FIRST
 OS0759
 OS0759.The horizontal coordinates were established by classical geodetic methods
 OS0759.and adjusted by the National Geodetic Survey in January 1998.
 OS0759
 OS0759.The orthometric height was scaled from a topographic map.
 OS0759
 OS0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0759.GEOID18 height accuracy estimate available here.
 OS0759
 OS0759.Click photographs - Photos may exist for this station.
 OS0759
 OS0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0759
 OS0759. The following values were computed from the NAD 83(1996) position.
 OS0759
 OS0759;                    North         East     Units Scale Factor Converg.
 OS0759;SPC SD S     -    77,589.772   499,016.372   MT  0.99996013   -0 51 17.1
 OS0759;SPC SD S     -   254,559.11  1,637,189.55   sFT  0.99996013   -0 51 17.1
 OS0759;UTM  14      - 4,766,800.523   290,410.271   MT  1.00014043   -1 45 20.9
 OS0759
 OS0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0759!SPC SD S     -   0.99984295  x   0.99996013  =   0.99980308
 OS0759!UTM  14      -   0.99984295  x   1.00014043  =   0.99998335
 OS0759
 OS0759:                Primary Azimuth Mark                     Grid Az
 OS0759:SPC SD S     -  SNYDER AZ MK                             125 32 38.7
 OS0759:UTM  14      -  SNYDER AZ MK                             126 26 42.5
 OS0759
 OS0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9041066800(NAD 83)
 OS0759
 OS0759|---------------------------------------------------------------------|
 OS0759| PID    Reference Object                     Distance      Geod. Az  |
 OS0759|                                                           dddmmss.s |
 OS0759| CQ4943 SNYDER RM 1                          28.362 METERS 04725     |
 OS0759| CQ4942 SNYDER AZ MK                                       1244121.6 |
 OS0759| CQ4944 SNYDER RM 2                          14.377 METERS 31118     |
 OS0759| OS0761 MARTIN MUNICIPAL TANK               APPROX.21.1 KM 3221533.8 |
 OS0759|---------------------------------------------------------------------|
 OS0759
 OS0759                          SUPERSEDED SURVEY CONTROL
 OS0759
 OS0759  NAD 83(1995)-  43 01 29.94007(N)    101 34 20.53621(W) AD(       ) 1
 OS0759  NAD 83(1986)-  43 01 29.93378(N)    101 34 20.54484(W) AD(       ) 1
 OS0759  NAD 27      -  43 01 29.91600(N)    101 34 19.01800(W) AD(       ) 1
 OS0759
 OS0759.Superseded values are not recommended for survey control.
 OS0759
 OS0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0759.See file dsdata.pdf to determine how the superseded data were derived.
 OS0759
 OS0759_MARKER: DS = TRIANGULATION STATION DISK
 OS0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0759_STAMPING: SNYDER 1936
 OS0759_MARK LOGO: CGS
 OS0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0759+STABILITY: SURFACE MOTION
 OS0759
 OS0759  HISTORY     - Date     Condition        Report By
 OS0759  HISTORY     - 1936     MONUMENTED       CGS
 OS0759  HISTORY     - 1946     GOOD             CGS
 OS0759  HISTORY     - 1949     GOOD             CGS
 OS0759
 OS0759                          STATION DESCRIPTION
 OS0759
 OS0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0759'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF ELI, NEBR.,
 OS0759'ON THE TOP OF A SMALL SAND HILL ON THE LAND OF CHARLES SNYDER,
 OS0759'ABOUT 3/4 MILE NORTHWEST OF A WINDMILL AND BARN, ABOUT 150
 OS0759'PACES EAST OF A NORTH-SOUTH FENCE, ABOUT 300 YARDS NORTH
 OS0759'OF AN EAST-WEST FENCE.  THE SAND HILL UPON WHICH THE STATION
 OS0759'IS LOCATED IS SMALL AN HALF-MOON-SHAPED.  IT IS NOT VERY
 OS0759'PROMINENT, BUT IS THE HIGHEST POINT IN THE VICINITY.
 OS0759'
 OS0759'TO REACH FROM ELI AND MERRIMAN, NEBR., GO 1.5 MILES WEST
 OS0759'FROM ELI ON U.S. HIGHWAY 20, OR 10.1 MILES EAST FROM MERRIMAN
 OS0759'ON U.S. HIGHWAY 20 TO A DIRT ROAD NORTH, TAKE THIS ROAD AND
 OS0759'CROSS A RAILROAD TRACK AND GO NORTH 3.1 MILES TO THE SNYDER
 OS0759'RANCH.  (DUE TO THE FACT THAT THE LOCATION OF THE STATION IS
 OS0759'VERY HARD TO FIND, IT WOULD BE WISE TO INQUIRE AT THE SNYDER
 OS0759'RANCH ABOUT ITS LOCATION).  HERE GO NORTH ON A ROAD THAT
 OS0759'PASSES EAST OF THE EAST YARD FENCE, 0.55 MILE TO A Y-ROAD,
 OS0759'TAKE THE LEFT FORK AND CONTINUE NORTH 0.2 MILE TO A WIRE
 OS0759'GATE, PASS THROUGH THE GATE AND GO NORTH 0.5 MILE TO ANOTHER
 OS0759'GATE, PASS THROUGH THE GATE AND BEAR EAST ABOUT 100 YARDS
 OS0759'AND THEN NORTH FOR 0.45 MILE TO A Y ROAD, TAKE THE LEFT
 OS0759'FORK (MAIN FORK BEARS RIGHT) AND GO NORTH 0.4 MILE TO A Y
 OS0759'ROAD, TAKE LEFT FORK AND GO NORTHWEST, NORTHEAST AND
 OS0759'NORTH OVER A HILL AND ALONG SEMI-FLAT GROUND 0.75 MILE
 OS0759'TO A WIRE GATE AND AZIMUTH MARK ON THE LEFT, PASS THROUGH THE
 OS0759'GATE AND CONTINUE NORTH ABOUT 0.9 MILE UP SLIGHT VALLEY TO
 OS0759'HIGH GROUND, THEN TURN A LITTLE SOUTH OF WEST AND WORK
 OS0759'WAY THROUGH SAND HILLS ABOUT 0.5 MILE TO HIGHEST SAND HILL
 OS0759'IN VICINITY AND STATION.
 OS0759'
 OS0759'AZIMUTH MARK IS LOCATED ABOUT 0.9 MILE SOUTHEAST OF THE STATION,
 OS0759'18 FEET WEST OF THE CENTERLINE OF ROAD WHERE IS PASSES THROUGH
 OS0759'A WIRE GATE, 1 FOOT NORTH OF AN EAST-WEST FENCE.
 OS0759'
 OS0759'REFERENCE MARK NO. 1 IS 92.02 FEET NORTHEAST OF THE STATION,
 OS0759'AND 108.83 FEET EAST OF REFERENCE MARK NO. 2.
 OS0759'
 OS0759'REFERENCE MARK NO. 2 IS 47.40 FEET WEST-NORTHWEST OF THE STATION.
 OS0759'
 OS0759'ALL LINES VISIBLE FROM THIS STATION FROM A 4-FOOT STAND.
 OS0759
 OS0759                          STATION RECOVERY (1946)
 OS0759
 OS0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 OS0759'THE STATION WAS RECOVERD AND ALL MARKS WERE FOUND IN GOOD
 OS0759'CONDITION WITH THE EXCEPTION OF THE AZIMUTH MARK.  THIS MARK
 OS0759'WAS FOUND ON TOP OF THE GROUND, HAVING APPARENTLY BEEN PULLED
 OS0759'OUT OF PLACE BY A TRACTOR OR HORSE TEAM.  THE OLD MARK WAS
 OS0759'SET IN CONCRETE TO A DEPTH OF 36 INCHES IN APPROXIMATELY ITS
 OS0759'FORMER POSITION.
 OS0759'
 OS0759'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 8-1/2 MILES
 OS0759'NORTHWEST OF ELI, NEBRASKA ON THE TOP OF A SMALL SAND HILL.
 OS0759'IT IS ABOUT 3/4 MILE NORTHWEST OF A WINDMILL AND BRANDING
 OS0759'PEN, ABOUT 150 PACES EAST OF A NORTH-SOUTH FENCE AND ABOUT
 OS0759'300 YARDS NORTH OF AN EAST-WEST FENCE.  THE SAND HILL ON WHICH
 OS0759'THE STATION IS LOCATED IS SMALL AND IS CRESCENT SHAPED.  IT
 OS0759'IS NOT VERY PROMINENT BUT IS THE HIGHEST POINT IN THE
 OS0759'IMMEDIATE VICINITY.  IT IS STAMPED SNYDER 1963.
 OS0759'
 OS0759'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION
 OS0759'AND IS STAMPED SNYDER NO 1 1936.
 OS0759'
 OS0759'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT FOUR
 OS0759'FEET LOWER IN ELEVATION.  IT PROJECTS ABOUT 14 INCHES ABOVE
 OS0759'THE GROUND AND IS STAMPED SNYDER NO 2 1936.
 OS0759'
 OS0759'THE AZIMUTH MARK IS ABOUT 0.9 MILE SOUTHEAST OF THE STATION,
 OS0759'18 FEET WEST OF THE CENTER OF TRACK ROAD AND ONE FOOT SOUTH
 OS0759'OF AN EAST-WEST FENCE.  IT PROJECTS ABOUT 18 INCHES AND IS
 OS0759'STAMPED SNYDER 1936 RESET 1946.
 OS0759'
 OS0759'TO REACH FROM THE MAIN INTERSECTION IN MERRIMAN, NEBRASKA--GO
 OS0759'EAST ON U.S. HIGHWAY NO. 20 FOR 10.2 MILES TO A SURFACED
 OS0759'T-ROAD NORTH.  TURN LEFT, NORTH, FOR 1.5 MILES TO T-JUNCTION.
 OS0759'THENCE, LEFT (WEST) ON GRADED ROAD FOR 1.4 MILES TO A T-ROAD
 OS0759'NORTH ACROSS RAILROAD TRACKS.  CROSS RAILROAD AND FOLLOW
 OS0759'ROAD NORTHWEST FOR 0.15 MILE TO FORK.  KEEP LEFT FORK, WESTERLY,
 OS0759'FOR 0.85 MILE TO FORKS.  KEEP RIGHT FORK AND CONTINUE
 OS0759'NORTHERLY FOR 1.9 MILES, PASSING BETWEEN RANCH HOUSE AND
 OS0759'BARNS.  CONTINUE NORTHWEST FOR 0.5 MILE TO THE SNYDER RANCH.
 OS0759'TURN SHARP RIGHT (NORTH) KEEPING TO THE RIGHT OF FARM
 OS0759'BUILDINGS, ON TRACK ROAD ALONG EAST SIDE OF YARD FENCE FOR
 OS0759'0.3 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.25 MILE TO FORKS.
 OS0759'KEEP LEFT FORK, STRAIGHT AHEAD, FOR 0.85 TO THE SECOND WIRE
 OS0759'GATE.  PASS THROUGH GATE, CONTINUE NORTHERLY FOR 0.85 MILE
 OS0759'TO A REVERSE Y-FORK.  CONTINUE NORTHERLY FOR 0.8 MILE TO A
 OS0759'WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH
 OS0759'GATE AND FOLLOW TRACK ROAD NORTHWESTERLY FOR 0.3 MILE TO A WIRE
 OS0759'GATE IN A NORTH-SOUTH FENCE LINE (ABOUT 125 YARDS SOUTH OF
 OS0759'WINDMILL AND STOCK SHED).  PASS THROUGH THE GATE AND GO WEST
 OS0759'ACROSS PASTURE FOR ABOUT 0.6 MILE TO A DRAW.  FOLLOW
 OS0759'DRAW FOR ABOUT 0.25 MILE NORTHWESTERLY TO A FENCE CORNER
 OS0759'(T-FENCE, STEM EAST).  LET DOWN FENCE, CONTINUE NORTHERLY ALONG
 OS0759'FENCE, THEN NORTH-NORTHEASTERLY FOR A TOTAL DISTANCE OF
 OS0759'ABOUT 0.2 MILE TO HIGHEST POINT AND STATION.
 OS0759
 OS0759                          STATION RECOVERY (1949)
 OS0759
 OS0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 OS0759'THE STATION MARKS, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 OS0759'AZIMUTH MARK WERE FOUND AS DESCRIBED AND ARE IN GOOD CONDITION.
 OS0759'THE DISTANCE TO REFERENCE MARK NO. 1 COULD NOT BE CHECKED.
 OS0759'
 OS0759'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 OS0759'
 OS0759'THE STATION IS LOCATED ON THE TOP OF A CRESCENT SHAPED SAND
 OS0759'HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 OS0759'IT IS ABOUT 8.5 MILES NORTHWEST OF ELI, ABOUT 4.5 MILES
 OS0759'NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINES, AND ABOUT 0.75
 OS0759'OF A MILE NORTHWEST OF A SMALL SHED AND WINDMILL, AND ABOUT
 OS0759'300.0 YARDS NORTH OF AN EAST-WEST FENCE, AND ABOUT 125.0 YARDS
 OS0759'EAST OF A NORTH-SOUTH FENCE, AND 10.0 FEET SOUTH OF THE
 OS0759'SOUTH EDGE OF A LARGE SAND BLOW-OUT.  IT PROJECTS 2 INCHES
 OS0759'AND IS STAMPED SNYDER 1936.
 OS0759'
 OS0759'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION ABOUT 0.8
 OS0759'OF A FOOT BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 OS0759'8 INCHES AND IS STAMPED SNYDER NO 1 1936.
 OS0759'
 OS0759'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF
 OS0759'THE HILL ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.
 OS0759'IT PROJECTS 12 INCHES AND IS STAMPED SNYDER NO 2 1936.
 OS0759'
 OS0759'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 OS0759'NO. 2 IS 108.76 FEET.
 OS0759'
 OS0759'THE AZIMUTH MARK IS 20.0 FEET WEST OF THE CENTER OF A TRACK
 OS0759'ROAD AND WIRE GATE, 1.6 FEET WEST OF A WITNESS POST AND 0.5
 OS0759'OF A FOOT SOUTH OF A FENCE.  IT PROJECTS 2.0 FEET AND IS STAMPED
 OS0759'SNYDER 1936 RESET 1946.
 OS0759'
 OS0759'TO REACH THE STATION FROM THE POST OFFICE IN ELI, GO WEST FOR
 OS0759'0.15 OF A MILE TO A POINT WHERE AN OILED ROAD CROSSES, CROSS
 OS0759'OVER OILED ROAD AND CONTINUE WESTERLY ALONG THE SOUTH
 OS0759'SIDE OF A RAILROAD TRACK FOR 1.45 MILES TO A T ROAD RIGHT,
 OS0759'TURN RIGHT ACROSS THE RAILROAD TRACKS AND GO NORTHWEST FOR
 OS0759'0.15 OF A MILE TO A FORK, TAKE THE LEFT FORK FOR 0.1 OF A MILE
 OS0759'TO A CATTLE GUARD, CONTINUE WEST AND NORTHERLY FOR 2.5 MILES
 OS0759'TO A RANCH HOUSE ON THE LEFT, PASS BETWEEN RANCH HOUSE AND
 OS0759'BUILDINGS AND CONTINUE WESTERLY ON TRACK ROAD FOR 0.45 MILE
 OS0759'TO THE SNYDER RANCH, HERE TURN SHARP RIGHT PASSING JUST TO
 OS0759'THE EAST OF THE RANCH HOUSE AND GO NORTH ON A TRACK ROAD FOR
 OS0759'0.35 OF A MILE TO A FORK, TAKE THE RIGHT FOR FOR 0.2 OF A
 OS0759'MILE TO A FORK, TAKE THE LEFT FORK STRAIGHT AHEAD FOR
 OS0759'0.9 OF A MILE TO THE SECOND WIRE GATE, CONTINUE ON MAIN TRACK
 OS0759'ROAD FOR 1.6 MILES TO A WIRE GATE AND THE AZIMUTH MARK ON
 OS0759'THE LEFT AS DESCRIBED, PASS THROUGH WIRE GATE AND TAKE
 OS0759'THE LEFT FORK AND GO NORTHWESTERLY FOR 0.3 OF A MILE TO A
 OS0759'WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE WESTERLY ACROSS
 OS0759'PASTURE FOR 0.55 OF A MILE TO A LARGE DRAW AT THE BASE OF A
 OS0759'LARGE HILL, TURN RIGHT UP THIS DRAW FOR 0.3 OF A MILE TO
 OS0759'A FENCE, TURN LEFT AND FOLLOW ALONG THE LEFT SIDE OF THIS
 OS0759'FENCE FOR 0.2 OF A MILE TO A POINT ABOUT 0.05 OF A MILE
 OS0759'BEFORE REACHING A FENCE CORNER, HERE LET DOWN FENCE AND TURN
 OS0759'RIGHT ACROSS PASTURE AND GO NORTHERLY FOR ABOUT 0.1 OF A
 OS0759'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0675 ***********************************************************************
 PS0675  DESIGNATION -  SOCONY
 PS0675  PID         -  PS0675
 PS0675  STATE/COUNTY-  SD/HYDE
 PS0675  COUNTRY     -  US
 PS0675  USGS QUAD   -  HIGHMORE SE (2017)
 PS0675
 PS0675                         *CURRENT SURVEY CONTROL
 PS0675  ______________________________________________________________________
 PS0675* NAD 83(1996) POSITION- 44 31 42.53057(N) 099 21 04.38049(W)   ADJUSTED
 PS0675* NAVD 88 ORTHO HEIGHT -   552.    (meters)     1811.    (feet) SCALED
 PS0675  ______________________________________________________________________
 PS0675  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 PS0675  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 PS0675  HORZ ORDER      -  SECOND
 PS0675
 PS0675.The horizontal coordinates were established by classical geodetic methods
 PS0675.and adjusted by the National Geodetic Survey in January 1998.
 PS0675
 PS0675.The orthometric height was scaled from a topographic map.
 PS0675
 PS0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0675.GEOID18 height accuracy estimate available here.
 PS0675
 PS0675.Click photographs - Photos may exist for this station.
 PS0675
 PS0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0675
 PS0675. The following values were computed from the NAD 83(1996) position.
 PS0675
 PS0675;                    North         East     Units Scale Factor Converg.
 PS0675;SPC SD N     -    77,453.083   651,570.759   MT  0.99998046   +0 27 33.0
 PS0675;SPC SD N     -   254,110.66  2,137,695.07   sFT  0.99998046   +0 27 33.0
 PS0675;UTM  14      - 4,930,632.738   472,092.647   MT  0.99960958   -0 14 46.7
 PS0675
 PS0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0675!SPC SD N     -   0.99991716  x   0.99998046  =   0.99989762
 PS0675!UTM  14      -   0.99991716  x   0.99960958  =   0.99952677
 PS0675
 PS0675:                Primary Azimuth Mark                     Grid Az
 PS0675:SPC SD N     -  SOCONY AZ MK                             268 20 30.8
 PS0675:UTM  14      -  SOCONY AZ MK                             269 02 50.5
 PS0675
 PS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7209230632(NAD 83)
 PS0675
 PS0675|---------------------------------------------------------------------|
 PS0675| PID    Reference Object                     Distance      Geod. Az  |
 PS0675|                                                           dddmmss.s |
 PS0675| AB6173 SOCONY RM 1                          14.327 METERS 00123     |
 PS0675| AB7525 SOCONY RM 2                          19.287 METERS 24404     |
 PS0675| PS0676 HIGHMORE MUNICIPAL TANK             APPROX. 7.4 KM 2564020.4 |
 PS0675| AB7526 SOCONY AZ MK                                       2684803.8 |
 PS0675|---------------------------------------------------------------------|
 PS0675
 PS0675                          SUPERSEDED SURVEY CONTROL
 PS0675
 PS0675  NAD 83(1986)-  44 31 42.52766(N)    099 21 04.38706(W) AD(       ) 2
 PS0675  NAD 27      -  44 31 42.58300(N)    099 21 02.98700(W) AD(       ) 2
 PS0675
 PS0675.Superseded values are not recommended for survey control.
 PS0675
 PS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0675.See file dsdata.pdf to determine how the superseded data were derived.
 PS0675
 PS0675_MARKER: DS = TRIANGULATION STATION DISK
 PS0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0675_STAMPING: SOCONY 1951
 PS0675_MARK LOGO: CGS
 PS0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0675+STABILITY: SURFACE MOTION
 PS0675
 PS0675  HISTORY     - Date     Condition        Report By
 PS0675  HISTORY     - 1951     MONUMENTED       CGS
 PS0675  HISTORY     - 19941103 MARK NOT FOUND   NGS
 PS0675
 PS0675                          STATION DESCRIPTION
 PS0675
 PS0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0675'THE STATION IS ABOUT 7 MILES WEST OF REE HEIGHTS AND 4-1/2
 PS0675'MILES EAST OF HIGHMORE ALONG THE NORTH SIDE OF U.S. HIGHWAY
 PS0675'14.  IT IS 78 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PS0675'28 FEET NORTH OF A FENCE CORNER, 14 FEET EAST OF THE CENTER
 PS0675'OF A FARM ROAD, 7 NORTH OF A WITNESS POST AND 2 FEET WEST
 PS0675'OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 PS0675'STAMPED SOCONY 1951.
 PS0675'
 PS0675'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE CENTER OF THE FARM
 PS0675'ROAD AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 PS0675'4 INCHES AND THE DISK IS STAMPED SOCONY NO 1 1951.
 PS0675'
 PS0675'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTERLINE OF
 PS0675'THE HIGHWAY, 48 FEET WEST OF THE CENTER OF THE FARM ROAD AND
 PS0675'1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 PS0675'DISK IS STAMPED SOCONY NO 2 1951.
 PS0675'
 PS0675'THE AZIMUTH MARK IS 63 FEET NORTH OF THE CENTERLINE OF U.S.
 PS0675'HIGHWAY 14, 27 FEET EAST OF THE CENTER OF A DIRT ROAD, 3.5
 PS0675'FEET SOUTH OF A WITNESS POST, 0.5 FOOT WEST OF A FENCE AND
 PS0675'7 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS 8 INCHES
 PS0675'AND THE DISK IS STAMPED SOCONY 1951.
 PS0675'
 PS0675'TO REACH THE STATION FROM THE CROSS-STREETS JUST WEST OF THE
 PS0675'POST OFFICE IN HIGHMORE, GO NORTH ON THE MAIN STREET FOR 0.5
 PS0675'MILE TO U.S. HIGHWAY 14, TURN RIGHT ON THE HIGHWAY AND GO
 PS0675'EAST FOR 4.0 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PS0675'CONTINUE ON EAST FOR 0.45 MILE TO A FARM ROAD LEFT AND THE
 PS0675'STATION AS DESCRIBED.
 PS0675'
 PS0675'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0675
 PS0675                          STATION RECOVERY (1994)
 PS0675
 PS0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0675'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PS0675'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8985 ***********************************************************************
 AB8985  CBN         -  This is a Cooperative Base Network Control Station.
 AB8985  DESIGNATION -  SOCONY 2
 AB8985  PID         -  AB8985
 AB8985  STATE/COUNTY-  SD/HYDE
 AB8985  COUNTRY     -  US
 AB8985  USGS QUAD   -  HIGHMORE SE (2017)
 AB8985
 AB8985                         *CURRENT SURVEY CONTROL
 AB8985  ______________________________________________________________________
 AB8985* NAD 83(2011) POSITION- 44 31 42.70412(N) 099 21 04.38063(W)   ADJUSTED
 AB8985* NAD 83(2011) ELLIP HT-   528.665 (meters)        (06/27/12)   ADJUSTED
 AB8985* NAD 83(2011) EPOCH   -  2010.00
 AB8985* NAVD 88 ORTHO HEIGHT -   552.614 (meters)     1813.03  (feet) ADJUSTED
 AB8985  ______________________________________________________________________
 AB8985  GEOID HEIGHT    -        -23.948 (meters)                     GEOID18
 AB8985  NAD 83(2011) X  -   -740,100.982 (meters)                     COMP
 AB8985  NAD 83(2011) Y  - -4,494,332.355 (meters)                     COMP
 AB8985  NAD 83(2011) Z  -  4,450,519.516 (meters)                     COMP
 AB8985  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 AB8985  DYNAMIC HEIGHT  -        552.506 (meters)     1812.68  (feet) COMP
 AB8985  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 AB8985
 AB8985  VERT ORDER      -  FIRST     CLASS II
 AB8985
 AB8985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8985  Standards:
 AB8985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8985  -------------------------------------------------------------------
 AB8985  NETWORK    1.04   3.16           0.49   0.32   1.61     -0.05201966
 AB8985  -------------------------------------------------------------------
 AB8985  Click here for local accuracies and other accuracy information.
 AB8985
 AB8985.The horizontal coordinates were established by GPS observations
 AB8985.and adjusted by the National Geodetic Survey in June 2012.
 AB8985
 AB8985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8985.been affixed to the stable North American tectonic plate. See 
 AB8985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8985
 AB8985.The horizontal coordinates are valid at the epoch date displayed above
 AB8985.which is a decimal equivalence of Year/Month/Day.
 AB8985
 AB8985.The orthometric height was determined by differential leveling and
 AB8985.adjusted by the NATIONAL GEODETIC SURVEY
 AB8985.in October 1997.
 AB8985
 AB8985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8985.GEOID18 height accuracy estimate available here.
 AB8985
 AB8985.Click photographs - Photos may exist for this station.
 AB8985
 AB8985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8985
 AB8985.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8985
 AB8985.The ellipsoidal height was determined by GPS observations
 AB8985.and is referenced to NAD 83.
 AB8985
 AB8985.The dynamic height is computed by dividing the NAVD 88
 AB8985.geopotential number by the normal gravity value computed on the
 AB8985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8985.degrees latitude (g = 980.6199 gals.).
 AB8985
 AB8985.The modeled gravity was interpolated from observed gravity values.
 AB8985
 AB8985. The following values were computed from the NAD 83(2011) position.
 AB8985
 AB8985;                    North         East     Units Scale Factor Converg.
 AB8985;SPC SD N     -    77,458.440   651,570.713   MT  0.99998045   +0 27 33.0
 AB8985;SPC SD N     -   254,128.23  2,137,694.91   sFT  0.99998045   +0 27 33.0
 AB8985;UTM  14      - 4,930,638.093   472,092.667   MT  0.99960958   -0 14 46.7
 AB8985
 AB8985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8985!SPC SD N     -   0.99991711  x   0.99998045  =   0.99989757
 AB8985!UTM  14      -   0.99991711  x   0.99960958  =   0.99952673
 AB8985
 AB8985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7209230638(NAD 83)
 AB8985
 AB8985                          SUPERSEDED SURVEY CONTROL
 AB8985
 AB8985  NAD 83(2007)-  44 31 42.70448(N)    099 21 04.38146(W) AD(2002.00) 0
 AB8985  ELLIP H (02/10/07)  528.701  (m)                       GP(2002.00)    
 AB8985  ELLIP H (04/15/04)  528.698  (m)                       GP(       ) 2 1
 AB8985  NAD 83(1996)-  44 31 42.70361(N)    099 21 04.38098(W) AD(       ) B
 AB8985  ELLIP H (04/18/97)  528.763  (m)                       GP(       ) 4 1
 AB8985  NAVD 88 (04/18/97)  552.6    (m)  GEOID96  model used  GPS OBS        
 AB8985
 AB8985.Superseded values are not recommended for survey control.
 AB8985
 AB8985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8985.See file dsdata.pdf to determine how the superseded data were derived.
 AB8985
 AB8985_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8985_STAMPING: SOCONY 2 1987
 AB8985_MARK LOGO: NGS
 AB8985_PROJECTION: FLUSH
 AB8985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8985+STABILITY: SURFACE MOTION
 AB8985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8985+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AB8985
 AB8985  HISTORY     - Date     Condition        Report By
 AB8985  HISTORY     - 1987     MONUMENTED       NGS
 AB8985  HISTORY     - 19941103 GOOD             NGS
 AB8985  HISTORY     - 19960717 GOOD             NGS
 AB8985
 AB8985                          STATION DESCRIPTION
 AB8985
 AB8985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8985'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8985'STATE HIGHWAY 47 IN HIGHMORE, 782.0 M (2565.6 FT) WEST OF MILEPOST
 AB8985'283, 37.2 M (122.0 FT) WEST-NORTHWEST OF REFERENCE MARK 3, 28.6 M
 AB8985'(93.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) SOUTH OF
 AB8985'SOCONY REFERENCE MARK 1, 5.8 M (19.0 FT) NORTH OF A T-FENCE CORNER,
 AB8985'0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE
 AB8985'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB8985'SURFACE.
 AB8985
 AB8985                          STATION RECOVERY (1996)
 AB8985
 AB8985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB8985'THE STATION IS LOCATED ABOUT 52.0 MI (83.7 KM) EAST-NORTHEAST OF
 AB8985'PIERRE, 18.0 MI (29.0 KM) WEST OF MILLER, AND 4.4 MI (7.1 KM) EAST OF
 AB8985'HIGHMORE, ON U.S. HIGHWAY 14.  TO REACH THE STATION FROM THE JUNCTION
 AB8985'OF U.S. HIGHWAY 14 AND STATE HIGHWAY 47 IN HIGHMORE, GO EAST ON U.S.
 AB8985'HIGHWAY 14 FOR 4.5 MI (7.2 KM) TO THE STATION ON THE LEFT.  THE
 AB8985'STATION IS LOCATED 37.2 M (122.0 FT) WEST-NORTHWEST OF REFERENCE MARK
 AB8985'3, 28.6 M (93.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT)
 AB8985'SOUTH OF REFERENCE MARK 1, 5.8 M (19.0 FT) NORTH OF A T-FENCE CORNER,
 AB8985'0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE
 AB8985'THE LEVEL OF THE HIGHWAY, AND THE DISK IS SET IN A 12-INCH ROUND
 AB8985'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8983 ***********************************************************************
 AB8983  DESIGNATION -  SOCONY 2 RM 3
 AB8983  PID         -  AB8983
 AB8983  STATE/COUNTY-  SD/HYDE
 AB8983  COUNTRY     -  US
 AB8983  USGS QUAD   -  HIGHMORE SE (2017)
 AB8983
 AB8983                         *CURRENT SURVEY CONTROL
 AB8983  ______________________________________________________________________
 AB8983* NAD 83(1986) POSITION- 44 31 41.     (N) 099 21 01.     (W)   SCALED
 AB8983* NAVD 88 ORTHO HEIGHT -   551.681 (meters)     1809.97  (feet) ADJUSTED
 AB8983  ______________________________________________________________________
 AB8983  GEOID HEIGHT    -        -23.950 (meters)                     GEOID18
 AB8983  DYNAMIC HEIGHT  -        551.573 (meters)     1809.62  (feet) COMP
 AB8983  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 AB8983
 AB8983  VERT ORDER      -  FIRST     CLASS II
 AB8983
 AB8983.The horizontal coordinates were scaled from a map and have
 AB8983.an estimated accuracy of +/- 6 seconds.
 AB8983
 AB8983.The orthometric height was determined by differential leveling and
 AB8983.adjusted by the NATIONAL GEODETIC SURVEY
 AB8983.in October 1997.
 AB8983
 AB8983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8983.GEOID18 height accuracy estimate available here.
 AB8983
 AB8983.Click photographs - Photos may exist for this station.
 AB8983
 AB8983.The dynamic height is computed by dividing the NAVD 88
 AB8983.geopotential number by the normal gravity value computed on the
 AB8983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8983.degrees latitude (g = 980.6199 gals.).
 AB8983
 AB8983.The modeled gravity was interpolated from observed gravity values.
 AB8983
 AB8983;                    North         East    Units  Estimated Accuracy
 AB8983;SPC SD N     -    77,410.      651,650.      MT  (+/- 180 meters Scaled)
 AB8983
 AB8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ721305(NAD 83)
 AB8983
 AB8983                          SUPERSEDED SURVEY CONTROL
 AB8983
 AB8983.No superseded survey control is available for this station.
 AB8983
 AB8983_MARKER: DR = REFERENCE MARK DISK
 AB8983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8983_STAMPING: SOCONY 2 NO 3 1987
 AB8983_MARK LOGO: NGS
 AB8983_PROJECTION: FLUSH
 AB8983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8983+STABILITY: SURFACE MOTION
 AB8983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8983+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB8983
 AB8983  HISTORY     - Date     Condition        Report By
 AB8983  HISTORY     - 1987     MONUMENTED       NGS
 AB8983  HISTORY     - 19941103 GOOD             NGS
 AB8983
 AB8983                          STATION DESCRIPTION
 AB8983
 AB8983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8983'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8983'STATE HIGHWAY 47 IN HIGHMORE, 745.0 M (2444.2 FT) WEST OF MILEPOST
 AB8983'283, 39.4 M (129.3 FT) SOUTHEAST OF SOCONY REFERENCE MARK 1, 37.2 M
 AB8983'(122.0 FT) EAST-SOUTHEAST OF TRIANGULATION STATION SOCONY 2, 22.8 M
 AB8983'(74.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 22.2 M (72.8 FT) EAST OF
 AB8983'BENCH MARK 14-282.50, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8983'0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS
 AB8983'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6173 ***********************************************************************
 AB6173  DESIGNATION -  SOCONY RM 1
 AB6173  PID         -  AB6173
 AB6173  STATE/COUNTY-  SD/HYDE
 AB6173  COUNTRY     -  US
 AB6173  USGS QUAD   -  HIGHMORE SE (2017)
 AB6173
 AB6173                         *CURRENT SURVEY CONTROL
 AB6173  ______________________________________________________________________
 AB6173* NAD 83(1986) POSITION- 44 31 42.99   (N) 099 21 04.36   (W)   HD_HELD1
 AB6173* NAVD 88 ORTHO HEIGHT -   552.630 (meters)     1813.09  (feet) ADJUSTED
 AB6173  ______________________________________________________________________
 AB6173  GEOID HEIGHT    -        -23.947 (meters)                     GEOID18
 AB6173  DYNAMIC HEIGHT  -        552.522 (meters)     1812.73  (feet) COMP
 AB6173  MODELED GRAVITY -    980,405.8   (mgal)                       NAVD 88
 AB6173
 AB6173  VERT ORDER      -  FIRST     CLASS II
 AB6173
 AB6173.The horizontal coordinates were determined by differentially corrected
 AB6173.hand held GPS observations or other comparable positioning techniques
 AB6173.and have an estimated accuracy of +/- 3 meters.
 AB6173
 AB6173.The orthometric height was determined by differential leveling and
 AB6173.adjusted by the NATIONAL GEODETIC SURVEY
 AB6173.in October 1997.
 AB6173
 AB6173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6173.GEOID18 height accuracy estimate available here.
 AB6173
 AB6173.Click photographs - Photos may exist for this station.
 AB6173
 AB6173.The dynamic height is computed by dividing the NAVD 88
 AB6173.geopotential number by the normal gravity value computed on the
 AB6173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6173.degrees latitude (g = 980.6199 gals.).
 AB6173
 AB6173.The modeled gravity was interpolated from observed gravity values.
 AB6173
 AB6173;                    North         East    Units  Estimated Accuracy
 AB6173;SPC SD N     -    77,467.3     651,571.1     MT  (+/- 3 meters HH1 GPS) 
 AB6173
 AB6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ7209330646(NAD 83)
 AB6173
 AB6173                          SUPERSEDED SURVEY CONTROL
 AB6173
 AB6173.No superseded survey control is available for this station.
 AB6173
 AB6173_MARKER: DR = REFERENCE MARK DISK
 AB6173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6173_STAMPING: SOCONY NO 1 1951
 AB6173_MARK LOGO: CGS
 AB6173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6173+STABILITY: SURFACE MOTION
 AB6173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6173+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 AB6173
 AB6173  HISTORY     - Date     Condition        Report By
 AB6173  HISTORY     - 1951     MONUMENTED       CGS
 AB6173  HISTORY     - 19941103 GOOD             NGS
 AB6173
 AB6173                          STATION DESCRIPTION
 AB6173
 AB6173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB6173'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB6173'STATE HIGHWAY 47 IN HIGHMORE, 792.0 M (2598.4 FT) WEST OF MILEPOST
 AB6173'283, 39.4 M (129.3 FT) NORTHWEST OF SOCONY 2 REFERENCE MARK 3, 37.6 M
 AB6173'(123.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) NORTH OF
 AB6173'TRIANGULATION STATION SOCONY 2, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AB6173'HIGHWAY, 0.4 M (1.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A
 AB6173'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AB6173'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0700 ***********************************************************************
 OQ0700  DESIGNATION -  SODASOTA
 OQ0700  PID         -  OQ0700
 OQ0700  STATE/COUNTY-  SD/MOODY
 OQ0700  COUNTRY     -  US
 OQ0700  USGS QUAD   -  JASPER NW (2019)
 OQ0700
 OQ0700                         *CURRENT SURVEY CONTROL
 OQ0700  ______________________________________________________________________
 OQ0700* NAD 83(1996) POSITION- 43 54 01.59350(N) 096 27 12.18510(W)   ADJUSTED
 OQ0700* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 OQ0700  ______________________________________________________________________
 OQ0700  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 OQ0700  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 OQ0700  HORZ ORDER      -  SECOND
 OQ0700
 OQ0700.The horizontal coordinates were established by classical geodetic methods
 OQ0700.and adjusted by the National Geodetic Survey in January 1998.
 OQ0700
 OQ0700.The orthometric height was scaled from a topographic map.
 OQ0700
 OQ0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0700.GEOID18 height accuracy estimate available here.
 OQ0700
 OQ0700.Click photographs - Photos may exist for this station.
 OQ0700
 OQ0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0700
 OQ0700. The following values were computed from the NAD 83(1996) position.
 OQ0700
 OQ0700;                    North         East     Units Scale Factor Converg.
 OQ0700;SPC SD S     -   181,372.850   911,577.183   MT  0.99991896   +2 40 35.7
 OQ0700;SPC SD S     -   595,054.09  2,990,732.81   sFT  0.99991896   +2 40 35.7
 OQ0700;UTM  14      - 4,863,967.958   704,516.397   MT  1.00011447   +1 45 59.2
 OQ0700
 OQ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0700!SPC SD S     -   0.99992645  x   0.99991896  =   0.99984542
 OQ0700!UTM  14      -   0.99992645  x   1.00011447  =   1.00004091
 OQ0700
 OQ0700:                Primary Azimuth Mark                     Grid Az
 OQ0700:SPC SD S     -  HARDWICK                                 127 01 04.5
 OQ0700:UTM  14      -  HARDWICK                                 127 55 41.0
 OQ0700
 OQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0451663967(NAD 83)
 OQ0700
 OQ0700|---------------------------------------------------------------------|
 OQ0700| PID    Reference Object                     Distance      Geod. Az  |
 OQ0700|                                                           dddmmss.s |
 OQ0700| CO4581 SODASOTA RM 1                        58.986 METERS 00615     |
 OQ0700| CO4580 SODASOTA AZ MK                                     0285455.5 |
 OQ0700| PR0804 PIPESTONE INDIAN SCHOOL TANK        APPROX.17.4 KM 0391156.2 |
 OQ0700| OQ0685 PIPESTONE CTHSE STATUE ON DOME      APPROX.15.3 KM 0450727.1 |
 OQ0700| PR0805 PIPESTONE MUNICIPAL STANDPIPE       APPROX.16.0 KM 0452652.0 |
 OQ0700| OQ0697 HARDWICK                            APPROX.19.3 KM 1294140.2 |
 OQ0700| OQ0698 JASPER MUNICIPAL TANK               APPROX. 7.4 KM 1385149.1 |
 OQ0700| CO4582 SODASOTA RM 2                        39.232 METERS 17046     |
 OQ0700|---------------------------------------------------------------------|
 OQ0700
 OQ0700                          SUPERSEDED SURVEY CONTROL
 OQ0700
 OQ0700  NAD 83(1986)-  43 54 01.59554(N)    096 27 12.16556(W) AD(       ) 2
 OQ0700  NAD 27      -  43 54 01.69600(N)    096 27 11.01800(W) AD(       ) 2
 OQ0700
 OQ0700.Superseded values are not recommended for survey control.
 OQ0700
 OQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0700.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0700
 OQ0700_MARKER: DS = TRIANGULATION STATION DISK
 OQ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0700_STAMPING: SODASOTA 1935
 OQ0700_MARK LOGO: CGS
 OQ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0700+STABILITY: SURFACE MOTION
 OQ0700
 OQ0700  HISTORY     - Date     Condition        Report By
 OQ0700  HISTORY     - 1935     MONUMENTED       CGS
 OQ0700  HISTORY     - 1966     GOOD             CGS
 OQ0700
 OQ0700                          STATION DESCRIPTION
 OQ0700
 OQ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0700'STATION IS LOCATED ON SOUTH DAKOTA-MINNESOTA BOUNDARY, ABOUT 4
 OQ0700'MILES W AND 1/2 MILE S OF IHLEN, MINN.  STATION MARK IS IN MOODY
 OQ0700'COUNTY, S. DAK., AND OTHER MARKS ARE IN PIPESTONE COUNTY, MINN.
 OQ0700'TO REACH FROM RR CROSSING ON MINN. 39 IN IHLEN, GO W ON MINN. 39,
 OQ0700'1.7 MILES.  THEN, WHERE MINN. 39 TURNS L, S, CONTINUE STRAIGHT
 OQ0700'AHEAD ON COUNTY ROAD G 2.35 MILES.  TURN L, S, GO 0.1 MILE.
 OQ0700'THEN, WHERE COUNTY ROAD G TURNS R, W, CONTINUE STRAIGHT AHEAD
 OQ0700'ALONG STATE LINE 0.4 MILE TO HIGHEST GROUND AND STATION ON R, W.
 OQ0700'MARK IS 1 FOOT W OF FENCE, 11 FEET W OF CENTER LINE OF STATE
 OQ0700'LINE ROAD, AND PROJECTS 6 INCHES.
 OQ0700'
 OQ0700'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OQ0700'BRONZE DISKS SET IN CONCRETE.
 OQ0700'
 OQ0700'REFERENCE MARK NO. 1 IS N BY E OF STATION, 1 FOOT E OF FENCE,
 OQ0700'11 FEET E OF CENTER LINE OF STATE LINE ROAD, AND PROJECTS 7 INCHES.
 OQ0700'REFERENCE MARK NO. 2 IS S BY E OF STATION, 1 FOOT E OF FENCE,
 OQ0700'11 FEET E OF CENTER LINE OF STATE LINE ROAD, AND PROJECTS 2
 OQ0700'INCHES.
 OQ0700'
 OQ0700'AZIMUTH MARK IS NE OF STATION.  TO REACH, GO N ALONG STATE LINE
 OQ0700'ROAD 0.5 MILE, TURN R, E, GO 0.25 MILE TO MARK ON R, S, IN SW
 OQ0700'CORNER OF CROSSROADS IN FENCE CORNER.  MARK IS 1 FOOT S OF FENCE,
 OQ0700'3 FEET W OF FENCE, 31 FEET S OF CENTER LINE OF ROAD, 32 FEET W
 OQ0700'OF CENTER LINE OF ROAD, AND PROJECTS 6 INCHES.
 OQ0700'
 OQ0700'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OQ0700
 OQ0700                          STATION RECOVERY (1966)
 OQ0700
 OQ0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0700'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 OQ0700'CONDITION.  THE AZIMUTH MARK PROJECTS ABOUT 2 FEET AND THE POST IS
 OQ0700'TILTED.  NO OBJECTS WERE VISIBLE FROM THE GROUND SO THIS MARK
 OQ0700'COULD NOT BE RESET AT THIS TIME.
 OQ0700'
 OQ0700'THE STATION MARK IS ON THE WEST SIDE OF AN OLD ABANDONED STATE
 OQ0700'LINE ROAD.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 OQ0700'
 OQ0700'TO REACH FROM IHLEN, FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 OQ0700'COUNTY ROUTE 2 AT THE SOUTHWEST EDGE OF TOWN, GO WEST ON COUNTY
 OQ0700'ROUTE 2 FOR 3.75 MILES TO CROSSROADS AND AZIMUTH MARK ON THE
 OQ0700'LEFT, CONTINUE WEST FOR 0.3 MILE TO A FIELD ENTRANCE ON LEFT
 OQ0700'NEAR CENTER OF A LONG CURVE, TURN LEFT AND GO SOUTH ON AN OLD
 OQ0700'ABANDONED STATE LINE ROAD FOR 0.45 MILE TO THE STATION ON THE
 OQ0700'RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0766 ***********************************************************************
 OS0766  DESIGNATION -  SOL
 OS0766  PID         -  OS0766
 OS0766  STATE/COUNTY-  SD/JACKSON
 OS0766  COUNTRY     -  US
 OS0766  USGS QUAD   -  KADOKA (2017)
 OS0766
 OS0766                         *CURRENT SURVEY CONTROL
 OS0766  ______________________________________________________________________
 OS0766* NAD 83(1996) POSITION- 43 50 54.66513(N) 101 34 54.55249(W)   ADJUSTED
 OS0766* NAVD 88 ORTHO HEIGHT -   753.    (meters)     2470.    (feet) SCALED
 OS0766  ______________________________________________________________________
 OS0766  GEOID HEIGHT    -        -21.351 (meters)                     GEOID18
 OS0766  LAPLACE CORR    -         -9.53  (seconds)                    DEFLEC18
 OS0766  HORZ ORDER      -  SECOND
 OS0766
 OS0766.The horizontal coordinates were established by classical geodetic methods
 OS0766.and adjusted by the National Geodetic Survey in January 1998.
 OS0766
 OS0766.The orthometric height was scaled from a topographic map.
 OS0766
 OS0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0766.GEOID18 height accuracy estimate available here.
 OS0766
 OS0766.Click photographs - Photos may exist for this station.
 OS0766
 OS0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0766
 OS0766. The following values were computed from the NAD 83(1996) position.
 OS0766
 OS0766;                    North         East     Units Scale Factor Converg.
 OS0766;SPC SD S     -   169,079.427   499,621.527   MT  0.99991492   -0 51 40.6
 OS0766;SPC SD S     -   554,721.42  1,639,174.96   sFT  0.99991492   -0 51 40.6
 OS0766;UTM  14      - 4,858,288.502   292,476.015   MT  1.00012973   -1 47 21.1
 OS0766
 OS0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0766!SPC SD S     -   0.99988521  x   0.99991492  =   0.99980014
 OS0766!UTM  14      -   0.99988521  x   1.00012973  =   1.00001493
 OS0766
 OS0766:                Primary Azimuth Mark                     Grid Az
 OS0766:SPC SD S     -  SOL AZ MK                                077 20 33.1
 OS0766:UTM  14      -  SOL AZ MK                                078 16 13.6
 OS0766
 OS0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9247658288(NAD 83)
 OS0766
 OS0766|---------------------------------------------------------------------|
 OS0766| PID    Reference Object                     Distance      Geod. Az  |
 OS0766|                                                           dddmmss.s |
 OS0766| CQ4955 SOL RM 1                             17.367 METERS 06225     |
 OS0766| CQ4954 SOL AZ MK                                          0762852.5 |
 OS0766| CQ4956 SOL RM 2                             13.903 METERS 32516     |
 OS0766|---------------------------------------------------------------------|
 OS0766
 OS0766                          SUPERSEDED SURVEY CONTROL
 OS0766
 OS0766  NAD 83(1995)-  43 50 54.65776(N)    101 34 54.55470(W) AD(       ) 2
 OS0766  NAD 83(1986)-  43 50 54.65819(N)    101 34 54.55668(W) AD(       ) 2
 OS0766  NAD 27      -  43 50 54.68290(N)    101 34 53.04460(W) AD(       ) 2
 OS0766
 OS0766.Superseded values are not recommended for survey control.
 OS0766
 OS0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0766.See file dsdata.pdf to determine how the superseded data were derived.
 OS0766
 OS0766_MARKER: DS = TRIANGULATION STATION DISK
 OS0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0766_STAMPING: SOL 1961
 OS0766_MARK LOGO: CGS
 OS0766_PROJECTION: FLUSH
 OS0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0766+STABILITY: SURFACE MOTION
 OS0766
 OS0766  HISTORY     - Date     Condition        Report By
 OS0766  HISTORY     - 1961     MONUMENTED       CGS
 OS0766  HISTORY     - 1966     GOOD             CGS
 OS0766
 OS0766                          STATION DESCRIPTION
 OS0766
 OS0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0766'LOCATED 16-3/4 MILES SOUTH-SOUTHWEST OF PHILIP, 4-1/2 MILES
 OS0766'WEST-NORTHWEST OF KADOKA, 4 MILES EAST-NORTHEAST OF SEVEN MILE
 OS0766'CORNER, IN THE NORTHWEST CORNER OF SECTION 26, T 2 S, R 21 E.
 OS0766'
 OS0766'TO REACH FROM THE POST OFFICE IN KADOKA, GO NORTH ON THE MAIN
 OS0766'STREET FOR 0.2 MILE TO A CROSS ROAD, TURN LEFT, WEST, FOR 0.6 MILE
 OS0766'TO THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY 73 AND 40
 OS0766'AND A SIDE ROAD RIGHT, NORTH, TURN RIGHT, FOR 0.5 MILE TO A SIDE
 OS0766'ROAD LEFT, TURN LEFT, WEST AND NORTH FOR 1.7 MILES TO A SIDE ROAD
 OS0766'RIGHT, CONTINUE WEST ON UNGRADED RIGHT-OF-WAY FOR 0.3 MILE TO
 OS0766'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON UNGRADED
 OS0766'RIGHT-OF-WAY FOR 0.5 MILE TO A WIRE GATE ON THE LEFT, TURN
 OS0766'LEFT, SOUTH THROUGH THE GATE FOR 0.2 MILE TO THE STATION ON A
 OS0766'LOW HILL.
 OS0766'
 OS0766'THE STATION MARK, STAMPED SOL 1961 IS A STANDARD DISK SET IN THE
 OS0766'TOP OF A CONCRETE CYLINDER FLSUH WITH THE GROUND.
 OS0766'
 OS0766'REFERENCE MARK NO 1, STAMPED SOL NO 1 1961, IS A STANDARD DISK
 OS0766'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE GROUND AND THE
 OS0766'SAME ELEVATION AS THE STATION.
 OS0766'
 OS0766'REFERENCE MARK NO 2, STAMPED SOL NO 2 1961, IS A STANDARD DISK
 OS0766'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE GROUND AND
 OS0766'THE SAME ELEVATION AS THE STATION.
 OS0766'
 OS0766'AZIMUTH MARK, STAMPED SOL 1961, IS A STANDARD DISK SET IN THE
 OS0766'TOP OF A CONCRETE CYLINDER PROJECTING 4 INCHES.  IT IS 34.5 FEET
 OS0766'NORTH OF AN UNIMPROVED ROAD, 3.5 FEET WEST OF A METAL WITNESS
 OS0766'POST, 0.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 OS0766
 OS0766                          STATION RECOVERY (1966)
 OS0766
 OS0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OS0766'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 OS0766'AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1961 AND ALL
 OS0766'MARKS ARE IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR
 OS0766'RECOVERY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0694 ***********************************************************************
 PS0694  DESIGNATION -  SOLDIER
 PS0694  PID         -  PS0694
 PS0694  STATE/COUNTY-  SD/BUFFALO
 PS0694  COUNTRY     -  US
 PS0694  USGS QUAD   -  BIG BEND DAM (2017)
 PS0694
 PS0694                         *CURRENT SURVEY CONTROL
 PS0694  ______________________________________________________________________
 PS0694* NAD 83(1996) POSITION- 44 06 05.25302(N) 099 26 45.84278(W)   ADJUSTED
 PS0694* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 PS0694  ______________________________________________________________________
 PS0694  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 PS0694  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 PS0694  HORZ ORDER      -  SECOND
 PS0694
 PS0694.The horizontal coordinates were established by classical geodetic methods
 PS0694.and adjusted by the National Geodetic Survey in January 1998.
 PS0694
 PS0694.The orthometric height was scaled from a topographic map.
 PS0694
 PS0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0694.GEOID18 height accuracy estimate available here.
 PS0694
 PS0694.Click photographs - Photos may exist for this station.
 PS0694
 PS0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0694
 PS0694. The following values were computed from the NAD 83(1996) position.
 PS0694
 PS0694;                    North         East     Units Scale Factor Converg.
 PS0694;SPC SD S     -   196,807.088   671,037.392   MT  0.99994238   +0 36 43.5
 PS0694;SPC SD S     -   645,691.25  2,201,561.84   sFT  0.99994238   +0 36 43.5
 PS0694;UTM  14      - 4,883,238.507   464,297.928   MT  0.99961568   -0 18 37.6
 PS0694
 PS0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0694!SPC SD S     -   0.99992480  x   0.99994238  =   0.99986718
 PS0694!UTM  14      -   0.99992480  x   0.99961568  =   0.99954051
 PS0694
 PS0694:                Primary Azimuth Mark                     Grid Az
 PS0694:SPC SD S     -  TT 6 D                                   166 05 33.6
 PS0694:UTM  14      -  TT 6 D                                   167 00 54.7
 PS0694
 PS0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6429783238(NAD 83)
 PS0694
 PS0694|---------------------------------------------------------------------|
 PS0694| PID    Reference Object                     Distance      Geod. Az  |
 PS0694|                                                           dddmmss.s |
 PS0694| PS0411 TT 4 D                              APPROX. 7.5 KM 1411940.2 |
 PS0694| CO6147 SOLDIER RM 1                         12.416 METERS 15755     |
 PS0694| PS0397 TT 6 D                              APPROX. 2.7 KM 1664217.1 |
 PS0694| CO6148 SOLDIER RM 2                         13.292 METERS 25312     |
 PS0694| PS0710 LOWER BRULE ST MARYS CATH CH        APPROX. 9.6 KM 2551238.6 |
 PS0694|---------------------------------------------------------------------|
 PS0694
 PS0694                          SUPERSEDED SURVEY CONTROL
 PS0694
 PS0694  NAD 83(1986)-  44 06 05.25112(N)    099 26 45.84905(W) AD(       ) 2
 PS0694  NAD 27      -  44 06 05.28700(N)    099 26 44.46100(W) AD(       ) 2
 PS0694
 PS0694.Superseded values are not recommended for survey control.
 PS0694
 PS0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0694.See file dsdata.pdf to determine how the superseded data were derived.
 PS0694
 PS0694_MARKER: DS = TRIANGULATION STATION DISK
 PS0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0694_STAMPING: SOLDIER 1948
 PS0694_MARK LOGO: CGS
 PS0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0694+STABILITY: SURFACE MOTION
 PS0694
 PS0694  HISTORY     - Date     Condition        Report By
 PS0694  HISTORY     - 1948     MONUMENTED       CGS
 PS0694
 PS0694                          STATION DESCRIPTION
 PS0694
 PS0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0694'LOCATED ON A SUMMIT OF A HIGH RIDGE ABOUT 3 MILES NORTH AND
 PS0694'1/2 MILE WEST OF FORT THOMPSON.  1-1/2 MILES EAST OF SOLDIER
 PS0694'CREEK, AND IN THE NORTHEAST QUARTER OF SEC. 3, T. 107 N., R. 72 W.
 PS0694'IT IS ABOUT 10 FEET EAST OF THE TRACK ROAD THAT FOLLOWS
 PS0694'THE SUMMIT OF THE RIDGE AND ABOUT 20 FEET WEST OF THE BEGINNING
 PS0694'OF THE SLOPE IN THAT DIRECTION.  THE MARK PROJECTS ABOUT 4
 PS0694'INCHES AND THE DISC IS STAMPED SOLDIER 1948.
 PS0694'
 PS0694'REFERENCE MARK NO. 1 IS 40.74 FEET SOUTHEAST OF THE STATION
 PS0694'ON THE FLAT SUMMIT OF THE RIDGE AND 21 FEET EAST OF THE TRACK
 PS0694'ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS
 PS0694'STAMPED SOLDIER NO 1 1948.
 PS0694'
 PS0694'REFERENCE MARK NO. 2 IS 43.61 FEET SOUTHWEST OF THE STATION,
 PS0694'ON THE FLAT SUMMIT OF THE RIDGE AND ABOUT 33 FEET WEST OF THE
 PS0694'TRACK ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS
 PS0694'STAMPED SOLDIER NO 2 1948.
 PS0694'
 PS0694'TRIANGULATION STATION BM TT6D (USGS 1946) WAS USED AS
 PS0694'AZIMUTH MARK.
 PS0694'
 PS0694'STATION WAS REACHED FROM THE ROAD INTERSECTION AT THE EAST
 PS0694'EDGE OF FORT THOMPSON BY GOING NORTHERLY ON STATE HIGHWAY 47
 PS0694'FOR 1.65 MILES TO A CROSSROADS.  USGS BM TT6D IS IN THE
 PS0694'NORTHWEST ANGLE OF THE INTERSECTION.  CONTINUE NORTHERLY ON
 PS0694'HIGHWAY 47 FOR 0.75 MILE TO THE CENTER OF A CONCRETE BRIDGE,
 PS0694'THENCE NORTHERLY 0.45 MILE TO A WIRE GATE ON THE LEFT IN THE
 PS0694'RIGHT-OF-WAY FENCE LINE.  GO THRU GATE AND FOLLOW TRACK ROAD
 PS0694'NORTHWEST TO SUMMIT OF THE HILL AND STATION SITE.  A DISTANCE
 PS0694'OF 0.7 MILE.
 PS0694'
 PS0694'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0403 ***********************************************************************
 QQ0403  DESIGNATION -  SOO
 QQ0403  PID         -  QQ0403
 QQ0403  STATE/COUNTY-  SD/CODINGTON
 QQ0403  COUNTRY     -  US
 QQ0403  USGS QUAD   -  STILL LAKE SE (2017)
 QQ0403
 QQ0403                         *CURRENT SURVEY CONTROL
 QQ0403  ______________________________________________________________________
 QQ0403* NAD 83(1996) POSITION- 45 05 40.49441(N) 097 06 16.57400(W)   ADJUSTED
 QQ0403* NAVD 88 ORTHO HEIGHT -   559.    (meters)     1834.    (feet) SCALED
 QQ0403  ______________________________________________________________________
 QQ0403  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 QQ0403  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 QQ0403  HORZ ORDER      -  SECOND
 QQ0403
 QQ0403.The horizontal coordinates were established by classical geodetic methods
 QQ0403.and adjusted by the National Geodetic Survey in January 1998.
 QQ0403
 QQ0403.The orthometric height was scaled from a topographic map.
 QQ0403
 QQ0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0403.GEOID18 height accuracy estimate available here.
 QQ0403
 QQ0403.Click photographs - Photos may exist for this station.
 QQ0403
 QQ0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0403
 QQ0403. The following values were computed from the NAD 83(1996) position.
 QQ0403
 QQ0403;                    North         East     Units Scale Factor Converg.
 QQ0403;SPC SD N     -   144,228.182   827,854.519   MT  0.99993940   +2 02 57.1
 QQ0403;SPC SD N     -   473,188.63  2,716,052.70   sFT  0.99993940   +2 02 57.1
 QQ0403;UTM  14      - 4,995,204.845   649,140.180   MT  0.99987350   +1 20 33.7
 QQ0403
 QQ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0403!SPC SD N     -   0.99991628  x   0.99993940  =   0.99985568
 QQ0403!UTM  14      -   0.99991628  x   0.99987350  =   0.99978979
 QQ0403
 QQ0403:                Primary Azimuth Mark                     Grid Az
 QQ0403:SPC SD N     -  SOO AZ MK                                007 59 53.3
 QQ0403:UTM  14      -  SOO AZ MK                                008 42 16.7
 QQ0403
 QQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4914095204(NAD 83)
 QQ0403
 QQ0403|---------------------------------------------------------------------|
 QQ0403| PID    Reference Object                     Distance      Geod. Az  |
 QQ0403|                                                           dddmmss.s |
 QQ0403| CQ5679 SOO AZ MK                                          0100250.4 |
 QQ0403| CQ5680 SOO RM 1                             13.494 METERS 02114     |
 QQ0403| CQ5681 SOO RM 2                             10.992 METERS 19537     |
 QQ0403|---------------------------------------------------------------------|
 QQ0403
 QQ0403                          SUPERSEDED SURVEY CONTROL
 QQ0403
 QQ0403  NAD 83(1986)-  45 05 40.49279(N)    097 06 16.55643(W) AD(       ) 2
 QQ0403  NAD 27      -  45 05 40.62098(N)    097 06 15.27980(W) AD(       ) 2
 QQ0403
 QQ0403.Superseded values are not recommended for survey control.
 QQ0403
 QQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0403.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0403
 QQ0403_MARKER: DS = TRIANGULATION STATION DISK
 QQ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0403_STAMPING: SOO 1952
 QQ0403_MARK LOGO: CGS
 QQ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0403+STABILITY: SURFACE MOTION
 QQ0403
 QQ0403  HISTORY     - Date     Condition        Report By
 QQ0403  HISTORY     - 1952     MONUMENTED       CGS
 QQ0403
 QQ0403                          STATION DESCRIPTION
 QQ0403
 QQ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0403'THE STATION IS IN SECTION 7, T 119 N, R 51 W, ON THE RIGHT-OF-WAY
 QQ0403'OF U.S. HIGHWAY 81, ABOUT 9 MILES WEST AND 1 MILE SOUTH OF SOUTH
 QQ0403'NORTH, 8 MILES NORTH OF RAUVILLE, 2 MILES SOUTH OF SOO CREEK, 45
 QQ0403'FEET EAST OF THE CENTER OF THE HIGHWAY, 5.5 FEET EAST OF THE SOUTH
 QQ0403'END OF A CONCRETE CULVERT, 4 FEET NORTHWEST OF A GATE POST AND 3
 QQ0403'FEET WEST OF A WIRE FENCE.
 QQ0403'
 QQ0403'TO REACH THE STATION FROM U.S. HIGHWAY 12, 0.5 MILE NORTH OF THE
 QQ0403'SMALL SETTLEMENT OF ORTLEY, GO EAST ON THE HIGHWAY FOR 4.5 MILES
 QQ0403'TO THE JUNCTION OF U.S. HIGHWAY 81, TURN RIGHT (SOUTH) AND FOLLOW
 QQ0403'U.S. HIGHWAY 81 FOR 15.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 QQ0403'20 ON THE LEFT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.7 MILE TO
 QQ0403'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE
 QQ0403'SOUTHERLY ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE
 QQ0403'LEFT AS DESCRIBED.
 QQ0403'
 QQ0403'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SOO
 QQ0403'1952.
 QQ0403'
 QQ0403'REFERENCE MARK 1 IS 47 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1
 QQ0403'FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 QQ0403'DISK IS STAMPED SOO NO 1 1952.
 QQ0403'
 QQ0403'REFERENCE MARK 2 IS 47 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 QQ0403'1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 QQ0403'THE DISK IS STAMPED SOO NO 2 1952.
 QQ0403'
 QQ0403'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 QQ0403'3 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND
 QQ0403'THE DISK IS STAMPED SOO 1952.
 QQ0403'
 QQ0403'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2381 ***********************************************************************
 PU2381  DESIGNATION -  SOPER
 PU2381  PID         -  PU2381
 PU2381  STATE/COUNTY-  SD/BUTTE
 PU2381  COUNTRY     -  US
 PU2381  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU2381
 PU2381                         *CURRENT SURVEY CONTROL
 PU2381  ______________________________________________________________________
 PU2381* NAD 83(1996) POSITION- 44 40 06.09767(N) 103 54 32.07560(W)   ADJUSTED
 PU2381* NAVD 88 ORTHO HEIGHT -  1004.    (meters)     3294.    (feet) SCALED
 PU2381  ______________________________________________________________________
 PU2381  GEOID HEIGHT    -        -15.213 (meters)                     GEOID18
 PU2381  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC18
 PU2381  HORZ ORDER      -  SECOND
 PU2381
 PU2381.The horizontal coordinates were established by classical geodetic methods
 PU2381.and adjusted by the National Geodetic Survey in January 1998.
 PU2381
 PU2381.The orthometric height was scaled from a topographic map.
 PU2381
 PU2381.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2381.GEOID18 height accuracy estimate available here.
 PU2381
 PU2381.Click photographs - Photos may exist for this station.
 PU2381
 PU2381.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2381
 PU2381. The following values were computed from the NAD 83(1996) position.
 PU2381
 PU2381;                    North         East     Units Scale Factor Converg.
 PU2381;SPC SD N     -   100,271.750   290,154.492   MT  0.99996131   -2 45 59.3
 PU2381;SPC SD N     -   328,974.90    951,948.53   sFT  0.99996131   -2 45 59.3
 PU2381;SPC WY E     -   463,781.698   299,734.427   MT  1.00005978   +0 53 03.4
 PU2381;SPC WY E     - 1,521,590.45    983,378.70   sFT  1.00005978   +0 53 03.4
 PU2381;UTM  13      - 4,946,689.492   586,489.289   MT  0.99969199   +0 46 01.5
 PU2381
 PU2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2381!SPC SD N     -   0.99984507  x   0.99996131  =   0.99980638
 PU2381!SPC WY E     -   0.99984507  x   1.00005978  =   0.99990484
 PU2381!UTM  13      -   0.99984507  x   0.99969199  =   0.99953711
 PU2381
 PU2381:                Primary Azimuth Mark                     Grid Az
 PU2381:SPC SD N     -  BELLE FOURCHE CO CTHSE DOME              092 19 51.4
 PU2381:SPC WY E     -  BELLE FOURCHE CO CTHSE DOME              088 40 48.7
 PU2381:UTM  13      -  BELLE FOURCHE CO CTHSE DOME              088 47 50.6
 PU2381
 PU2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8648946689(NAD 83)
 PU2381
 PU2381|---------------------------------------------------------------------|
 PU2381| PID    Reference Object                     Distance      Geod. Az  |
 PU2381|                                                           dddmmss.s |
 PU2381| PU2373 BELLE FOURCHE CO CTHSE DOME         APPROX. 4.4 KM 0893352.1 |
 PU2381| PU2372 BELLE FOURCHE RAD STA KBFS MST      APPROX. 4.2 KM 0920529.1 |
 PU2381| CQ4957 SOPER RM 1                           10.986 METERS 19705     |
 PU2381| CQ4958 SOPER RM 2                           16.883 METERS 29244     |
 PU2381|---------------------------------------------------------------------|
 PU2381
 PU2381                          SUPERSEDED SURVEY CONTROL
 PU2381
 PU2381  NAD 83(1993)-  44 40 06.09243(N)    103 54 32.07723(W) AD(       ) 2
 PU2381  NAD 83(1986)-  44 40 06.08632(N)    103 54 32.06990(W) AD(       ) 2
 PU2381  NAD 27      -  44 40 06.14440(N)    103 54 30.32740(W) AD(       ) 2
 PU2381
 PU2381.Superseded values are not recommended for survey control.
 PU2381
 PU2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2381.See file dsdata.pdf to determine how the superseded data were derived.
 PU2381
 PU2381_MARKER: DS = TRIANGULATION STATION DISK
 PU2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2381_STAMPING: SOPER 1962
 PU2381_MARK LOGO: CGS
 PU2381_PROJECTION: FLUSH
 PU2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2381+STABILITY: SURFACE MOTION
 PU2381
 PU2381  HISTORY     - Date     Condition        Report By
 PU2381  HISTORY     - 1962     MONUMENTED       CGS
 PU2381
 PU2381                          STATION DESCRIPTION
 PU2381
 PU2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2381'STATION IS LOCATED ABOUT 3-1/4 MILES WEST OF BELLE FOURCHE,
 PU2381'75 YARDS NORTH OF THE MONA ROAD AND IT IS IN THE SOUTHEAST
 PU2381'1/4 OF SECTION 7, T 8 N, R 2 E.  IT IS ON THE EAST EDGE OF A
 PU2381'FLATTOP RIDGE THAT IS THE HIGHEST POINT OF GROUND IN THE VICINITY.
 PU2381'THE PROPERTY IS OWNED BY MR. JAMES SOPER.
 PU2381'
 PU2381'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 212
 PU2381'AND 85 IN DOWNTOWN BELLE FOURCHE, GO SOUTH ON U.S. HIGHWAY
 PU2381'85 FOR 0.5 MILE TO A 5-WAY INTERSECTION, TURN RIGHT AND GO WEST
 PU2381'ON A GRAVELED ROAD FOR 1.7 MILES TO A SIDE ROAD TO THE LEFT,
 PU2381'CONTINUE STRAIGHT AHEAD, WEST, ON THE MAIN GRAVELED ROAD FOR
 PU2381'1.1 MILE TO THE TOP OF A SMALL HILL, WHERE THE ROAD CURVES TO
 PU2381'THE WEST AND A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH A WIRE
 PU2381'GATE AND GO NORTH FOR ABOUT 75 YARDS TO THE STATION AS
 PU2381'DESCRIBED.
 PU2381'
 PU2381'STATION MARK IS STAMPED--SOPER 1962 AND IT IS SET FLUSH WITH
 PU2381'THE GROUND.
 PU2381'
 PU2381'R.M. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 PU2381'STAMPED--SOPER NO 1 1962.
 PU2381'
 PU2381'R.M. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 PU2381'STAMPED--SOPER NO 2 1962.
 PU2381'
 PU2381'NO AZIMUTH MARK ESTABLISHED TO THE STATION.
 PU2381'
 PU2381'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU2381'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0445 ***********************************************************************
 QT0445  DESIGNATION -  SORUM
 QT0445  PID         -  QT0445
 QT0445  STATE/COUNTY-  SD/HARDING
 QT0445  COUNTRY     -  US
 QT0445  USGS QUAD   -  SORUM (2017)
 QT0445
 QT0445                         *CURRENT SURVEY CONTROL
 QT0445  ______________________________________________________________________
 QT0445* NAD 83(1996) POSITION- 45 27 48.33618(N) 102 58 26.34695(W)   ADJUSTED
 QT0445* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 QT0445  ______________________________________________________________________
 QT0445  GEOID HEIGHT    -        -17.015 (meters)                     GEOID18
 QT0445  LAPLACE CORR    -         -6.31  (seconds)                    DEFLEC18
 QT0445  HORZ ORDER      -  SECOND
 QT0445
 QT0445.The horizontal coordinates were established by classical geodetic methods
 QT0445.and adjusted by the National Geodetic Survey in January 1998.
 QT0445
 QT0445.The orthometric height was scaled from a topographic map.
 QT0445
 QT0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0445.GEOID18 height accuracy estimate available here.
 QT0445
 QT0445.Click photographs - Photos may exist for this station.
 QT0445
 QT0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0445
 QT0445. The following values were computed from the NAD 83(1996) position.
 QT0445
 QT0445;                    North         East     Units Scale Factor Converg.
 QT0445;SPC SD N     -   185,415.023   367,469.087   MT  0.99996497   -2 06 17.3
 QT0445;SPC SD N     -   608,315.79  1,205,604.83   sFT  0.99996497   -2 06 17.3
 QT0445;UTM  13      - 5,036,429.844   658,388.008   MT  0.99990845   +1 26 40.0
 QT0445
 QT0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0445!SPC SD N     -   0.99985932  x   0.99996497  =   0.99982429
 QT0445!UTM  13      -   0.99985932  x   0.99990845  =   0.99976778
 QT0445
 QT0445:                Primary Azimuth Mark                     Grid Az
 QT0445:SPC SD N     -  SORUM AZ MK                              229 45 27.8
 QT0445:UTM  13      -  SORUM AZ MK                              226 12 30.5
 QT0445
 QT0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5838836429(NAD 83)
 QT0445
 QT0445|---------------------------------------------------------------------|
 QT0445| PID    Reference Object                     Distance      Geod. Az  |
 QT0445|                                                           dddmmss.s |
 QT0445| CQ9555 SORUM RM 1                            8.821 METERS 10155     |
 QT0445| CQ9556 SORUM RM 2                            8.171 METERS 18513     |
 QT0445| CQ9554 SORUM AZ MK                                        2273910.5 |
 QT0445| QT0473 SLIM BUTTE LUTH CHURCH SPIRE        APPROX.10.3 KM 3325444.5 |
 QT0445|---------------------------------------------------------------------|
 QT0445
 QT0445                          SUPERSEDED SURVEY CONTROL
 QT0445
 QT0445  NAD 83(1993)-  45 27 48.32726(N)    102 58 26.34468(W) AD(       ) 2
 QT0445  NAD 83(1986)-  45 27 48.32623(N)    102 58 26.34447(W) AD(       ) 2
 QT0445  NAD 27      -  45 27 48.35500(N)    102 58 24.74800(W) AD(       ) 2
 QT0445
 QT0445.Superseded values are not recommended for survey control.
 QT0445
 QT0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0445.See file dsdata.pdf to determine how the superseded data were derived.
 QT0445
 QT0445_MARKER: DS = TRIANGULATION STATION DISK
 QT0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0445_STAMPING: SORUM 1952
 QT0445_MARK LOGO: CGS
 QT0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0445+STABILITY: SURFACE MOTION
 QT0445
 QT0445  HISTORY     - Date     Condition        Report By
 QT0445  HISTORY     - 1952     MONUMENTED       CGS
 QT0445
 QT0445                          STATION DESCRIPTION
 QT0445
 QT0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0445'THE STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF SORUM,
 QT0445'ON THE HIGHEST POINT OF A HIGH, ROCKY KNOLL, IN THE SOUTHWEST
 QT0445'1/4 OF SECTION 1, T 17 N, R 9 E, 0.3 MILE NORTH OF A GRAVELED
 QT0445'ROAD, 62 FEET EAST-NORTHEAST OF A CAIRN, 15 FEET SOUTH OF THE
 QT0445'NORTH EDGE OF THE KNOLL, AND 4 FEET SOUTHEAST OF A 4 IN X 4 IN
 QT0445'WITNESS POST.
 QT0445'
 QT0445'TO REACH THE STATION FROM THE INTERSECTION OF A MAIN TRAVELED
 QT0445'GRAVELED ROAD AND THE ROAD TO SORUM (ABOUT 1/4 MILE SOUTH OF
 QT0445'SORUM), GO NORTHWESTERLY ON THE GRAVELED ROAD FOR 2.4 MILES TO
 QT0445'THE AZIMUTH MARK ON THE RIGHT.  LEAVE THE ROAD, GO ACROSS PASTURE
 QT0445'LAND (NORTHEASTERLY) FOR 0.45 MILE TO THE STATION.
 QT0445'
 QT0445'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0445'SORUM 1952.
 QT0445'
 QT0445'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE KNOLL.  IT PROJECTS
 QT0445'8 INCHES, AND THE DISK IS STAMPED SORUM NO 1 1952.
 QT0445'
 QT0445'REFERENCE MARK NO. 2 IS 52 FEET EAST-SOUTHEAST OF THE CAIRN.
 QT0445'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED SORUM NO 2 1952.
 QT0445'
 QT0445'THE AZIMUTH MARK IS 0.1 MILE EAST OF A T-INTERSECTION, 41 FEET
 QT0445'NORTH OF THE CENTER OF THE GRAVELED ROAD, 25 FEET WEST OF A
 QT0445'TELEPHONE POLE, AND 3 FEET NORTH OF A 4 IN X 4 IN WITNESS POST.
 QT0445'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED SORUM 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0751 ***********************************************************************
 OS0751  DESIGNATION -  SOUTH
 OS0751  PID         -  OS0751
 OS0751  STATE/COUNTY-  SD/TODD
 OS0751  COUNTRY     -  US
 OS0751  USGS QUAD   -  IRON SHELL FLAT EAST (2017)
 OS0751
 OS0751                         *CURRENT SURVEY CONTROL
 OS0751  ______________________________________________________________________
 OS0751* NAD 83(1996) POSITION- 43 07 51.71094(N) 101 01 49.39485(W)   ADJUSTED
 OS0751* NAVD 88 ORTHO HEIGHT -   930.    (meters)     3051.    (feet) SCALED
 OS0751  ______________________________________________________________________
 OS0751  GEOID HEIGHT    -        -21.384 (meters)                     GEOID18
 OS0751  LAPLACE CORR    -         -7.11  (seconds)                    DEFLEC18
 OS0751  HORZ ORDER      -  FIRST
 OS0751
 OS0751.The horizontal coordinates were established by classical geodetic methods
 OS0751.and adjusted by the National Geodetic Survey in January 1998.
 OS0751
 OS0751.The orthometric height was scaled from a topographic map.
 OS0751
 OS0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0751.GEOID18 height accuracy estimate available here.
 OS0751
 OS0751.Click photographs - Photos may exist for this station.
 OS0751
 OS0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0751
 OS0751. The following values were computed from the NAD 83(1996) position.
 OS0751
 OS0751;                    North         East     Units Scale Factor Converg.
 OS0751;SPC SD S     -    88,855.188   543,286.368   MT  0.99994282   -0 28 51.1
 OS0751;SPC SD S     -   291,519.06  1,782,432.03   sFT  0.99994282   -0 28 51.1
 OS0751;UTM  14      - 4,777,366.629   334,856.249   MT  0.99993550   -1 23 18.3
 OS0751
 OS0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0751!SPC SD S     -   0.99985747  x   0.99994282  =   0.99980030
 OS0751!UTM  14      -   0.99985747  x   0.99993550  =   0.99979298
 OS0751
 OS0751:                Primary Azimuth Mark                     Grid Az
 OS0751:SPC SD S     -  SOUTH AZ MK                              244 54 45.6
 OS0751:UTM  14      -  SOUTH AZ MK                              245 49 12.8
 OS0751
 OS0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3485677366(NAD 83)
 OS0751
 OS0751|---------------------------------------------------------------------|
 OS0751| PID    Reference Object                     Distance      Geod. Az  |
 OS0751|                                                           dddmmss.s |
 OS0751| OS0752 FIRE TOWER NORTH                    APPROX.10.0 KM 0065543.7 |
 OS0751| OS0710 ST FRANCIS MUNICIPAL TANK           APPROX.10.2 KM 0855855.4 |
 OS0751| CQ4098 SOUTH RM 1                           25.335 METERS 14546     |
 OS0751| OS0753 FIRE TOWER SOUTH                     12.219 METERS 18445     |
 OS0751| CQ4099 SOUTH RM 2                           19.184 METERS 21527     |
 OS0751| CQ4959 SOUTH AZ MK                                        2442554.5 |
 OS0751|---------------------------------------------------------------------|
 OS0751
 OS0751                          SUPERSEDED SURVEY CONTROL
 OS0751
 OS0751  NAD 83(1995)-  43 07 51.71038(N)    101 01 49.39434(W) AD(       ) 1
 OS0751  NAD 83(1986)-  43 07 51.70831(N)    101 01 49.40567(W) AD(       ) 1
 OS0751  NAD 27      -  43 07 51.69100(N)    101 01 47.86400(W) AD(       ) 1
 OS0751
 OS0751.Superseded values are not recommended for survey control.
 OS0751
 OS0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0751.See file dsdata.pdf to determine how the superseded data were derived.
 OS0751
 OS0751_MARKER: DS = TRIANGULATION STATION DISK
 OS0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0751_STAMPING: SOUTH 1936
 OS0751_MARK LOGO: CGS
 OS0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0751+STABILITY: SURFACE MOTION
 OS0751
 OS0751  HISTORY     - Date     Condition        Report By
 OS0751  HISTORY     - 1936     MONUMENTED       CGS
 OS0751
 OS0751                          STATION DESCRIPTION
 OS0751
 OS0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0751'STATION IS 6 MILES AIRLINE, AND 12 MILES BY ROAD WEST OF ST.
 OS0751'FRANCIS, 12-1/2 MILES AIRLINE SOUTH OF PARMELEE, AT HIGHEST
 OS0751'POINT OF HILL, AT SIGHT OF FIRE TOWER SOUTH, ON GAME REFUGE
 OS0751'OWNED BY THE U.S. GOVERNMENT, OVERLOOKING THE LITTLE WHITE
 OS0751'RIVER TO THE NORTHEAST.  MARK PROJECTS 6 INCHES, AND IS
 OS0751'40.1 FEET NORTH OF CENTER OF FIRE TOWER.
 OS0751'
 OS0751'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION.  THE
 OS0751'MARK PROJECTS 4 INCHES.
 OS0751'
 OS0751'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  MARK
 OS0751'PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 OS0751'IS 85.11 FEET.
 OS0751'
 OS0751'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, ON THE SOUTHEAST
 OS0751'SLOPE OF THE FIRST HILL SOUTHWEST OF THE STATION, 1 FOOT NORTH
 OS0751'OF FENCE LINE AND 45 FEET SOUTH OF CENTERLINE OF ROAD.
 OS0751'
 OS0751'TO REACH FROM ST. FRANCIS, GO WEST ON SECTION-LINE ROAD FOR 3.1
 OS0751'MILES TO POINT WHERE MAIN ROAD LEADS NORTH AND ANOTHER ROAD
 OS0751'LEADS SOUTHWEST.  GO SOUTHWEST ON THIS ROAD AND FOLLOW IT
 OS0751'SOUTHWEST, WEST AND NORTH FOR 5.95 MILES, GOING THROUGH SLAUGHTER
 OS0751'HOUSE CANON TO T-INTERSECTION AND A BRIDGE OVER LITTLE
 OS0751'WHITE RIVER.  TURN LEFT ACROSS BRIDGE AND GO ABOUT 100 YARDS
 OS0751'TO TRAIL SOUTH (LEFT), TURN SOUTH AND FOLLOW WINDING
 OS0751'ROAD GENERALLY SOUTH TO TOP OF HILL AND STATION AT FIRE
 OS0751'TOWER SOUTH.
 OS0751'
 OS0751'SIGNALS SHOWN FROM THE GROUND AT PARMELEE 1933, LINTZ AND
 OS0751'O NEILL ARE VISIBLE FROM THE GROUND.
 OS0751'
 OS0751'A SIGNAL 25 FEET ABOVE ST. FRANCIS 1933 IS VISIBLE AT THE GROUND.
 OS0751'
 OS0751'A SIGNAL SHOWN FROM THE GROUND AT BDY. MON. 68-1/2 ECC.
 OS0751'1933 IS VISIBLE AT 20 FEET.
 OS0751'
 OS0751'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC7983 ***********************************************************************
 AC7983  CBN         -  This is a Cooperative Base Network Control Station.
 AC7983  DESIGNATION -  SOUTH A B
 AC7983  PID         -  AC7983
 AC7983  STATE/COUNTY-  SD/PENNINGTON
 AC7983  COUNTRY     -  US
 AC7983  USGS QUAD   -  PACTOLA DAM (2017)
 AC7983
 AC7983                         *CURRENT SURVEY CONTROL
 AC7983  ______________________________________________________________________
 AC7983* NAD 83(2011) POSITION- 44 04 11.31983(N) 103 29 02.50344(W)   ADJUSTED
 AC7983* NAD 83(2011) ELLIP HT-  1400.308 (meters)        (06/27/12)   ADJUSTED
 AC7983* NAD 83(2011) EPOCH   -  2010.00
 AC7983* NAVD 88 ORTHO HEIGHT -  1414.5   (meters)     4641.    (feet) GPS OBS
 AC7983  ______________________________________________________________________
 AC7983  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC7983  GEOID HEIGHT    -        -14.153 (meters)                     GEOID96
 AC7983  GEOID HEIGHT    -        -14.227 (meters)                     GEOID18
 AC7983  NAD 83(2011) X  - -1,070,524.378 (meters)                     COMP
 AC7983  NAD 83(2011) Y  - -4,464,537.048 (meters)                     COMP
 AC7983  NAD 83(2011) Z  -  4,414,642.146 (meters)                     COMP
 AC7983  LAPLACE CORR    -        -13.12  (seconds)                    DEFLEC18
 AC7983
 AC7983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7983  Standards:
 AC7983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7983  -------------------------------------------------------------------
 AC7983  NETWORK    0.84   2.16           0.39   0.28   1.10     -0.04989823
 AC7983  -------------------------------------------------------------------
 AC7983  Click here for local accuracies and other accuracy information.
 AC7983
 AC7983.The horizontal coordinates were established by GPS observations
 AC7983.and adjusted by the National Geodetic Survey in June 2012.
 AC7983
 AC7983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7983.been affixed to the stable North American tectonic plate. See 
 AC7983.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7983
 AC7983.The horizontal coordinates are valid at the epoch date displayed above
 AC7983.which is a decimal equivalence of Year/Month/Day.
 AC7983
 AC7983.The orthometric height was determined by GPS observations and a
 AC7983.high-resolution geoid model.
 AC7983
 AC7983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7983.GEOID18 height accuracy estimate available here.
 AC7983
 AC7983.Click photographs - Photos may exist for this station.
 AC7983
 AC7983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7983
 AC7983.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7983
 AC7983.The ellipsoidal height was determined by GPS observations
 AC7983.and is referenced to NAD 83.
 AC7983
 AC7983. The following values were computed from the NAD 83(2011) position.
 AC7983
 AC7983;                    North         East     Units Scale Factor Converg.
 AC7983;SPC SD S     -   197,697.997   347,667.423   MT  0.99993788   -2 10 24.6
 AC7983;SPC SD S     -   648,614.18  1,140,638.87   sFT  0.99993788   -2 10 24.6
 AC7983;UTM  13      - 4,880,743.836   621,399.529   MT  0.99978126   +1 03 16.3
 AC7983
 AC7983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7983!SPC SD S     -   0.99978047  x   0.99993788  =   0.99971837
 AC7983!UTM  13      -   0.99978047  x   0.99978126  =   0.99956178
 AC7983
 AC7983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2139980743(NAD 83)
 AC7983
 AC7983                          SUPERSEDED SURVEY CONTROL
 AC7983
 AC7983  NAD 83(2007)-  44 04 11.31969(N)    103 29 02.50457(W) AD(2002.00) 0
 AC7983  ELLIP H (02/10/07) 1400.336  (m)                       GP(2002.00)    
 AC7983  ELLIP H (04/15/04) 1400.325  (m)                       GP(       ) 2 1
 AC7983  NAD 83(1996)-  44 04 11.31896(N)    103 29 02.50462(W) AD(       ) B
 AC7983  ELLIP H (04/18/97) 1400.384  (m)                       GP(       ) 4 1
 AC7983
 AC7983.Superseded values are not recommended for survey control.
 AC7983
 AC7983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7983.See file dsdata.pdf to determine how the superseded data were derived.
 AC7983
 AC7983_MARKER: DB = BENCH MARK DISK
 AC7983_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AC7983_STAMPING: SOUTH A B
 AC7983_MARK LOGO: USFS
 AC7983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7983+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1996
 AC7983
 AC7983  HISTORY     - Date     Condition        Report By
 AC7983  HISTORY     - UNK      MONUMENTED
 AC7983  HISTORY     - 19960312 GOOD             SDDT
 AC7983
 AC7983                          STATION DESCRIPTION
 AC7983
 AC7983'DESCRIBED BY SD DEPT OF TRANSP 1996 (DFC)
 AC7983'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) WEST OF RAPID CITY,
 AC7983'14.0 MI (22.5 KM) NORTH/NORTHEAST OF HILL CITY, AND 5.0 MI (8.0 KM)
 AC7983'SOUTHEAST OF SILVER CITY, AT THE PACTOLA LAKE VISITORS CENTER ON U.S.
 AC7983'HIGHWAY 385.  OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE.  TO REACH THE
 AC7983'STATION FROM THE POST OFFICE IN HILL CITY, GO NORTHEAST ON U.S.
 AC7983'HIGHWAYS 385 AND 16 FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF U.S.
 AC7983'HIGHWAY 16 EAST AND U.S. HIGHWAY 385 NORTH, TURN LEFT AND GO NORTH ON
 AC7983'U.S. HIGHWAY 385 FOR 10.0 MI (16.1 KM) TO THE PACTOLA LAKE VISITORS
 AC7983'CENTER AND THE STATION ON THE LEFT.  THE STATION IS LOCATED 100.0 FT
 AC7983'(30.5 M) NORTH OF A CORNER OF THE NORTH GUARD RAIL, 75.0 FT (22.9 M)
 AC7983'NORTHEAST OF THE NORTH END OF A METAL HANDRAIL, 75.0 FT (22.9 M) WEST
 AC7983'OF THE HIGHWAY CENTER, 15.0 FT (4.6 M) BELOW THE LEVEL OF THE HIGHWAY,
 AC7983'AND 2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0384 ***********************************************************************
 QT0384  DESIGNATION -  SPACE
 QT0384  PID         -  QT0384
 QT0384  STATE/COUNTY-  SD/PERKINS
 QT0384  COUNTRY     -  US
 QT0384  USGS QUAD   -  MEADOW NE (2017)
 QT0384
 QT0384                         *CURRENT SURVEY CONTROL
 QT0384  ______________________________________________________________________
 QT0384* NAD 83(1996) POSITION- 45 40 30.85593(N) 102 03 26.55068(W)   ADJUSTED
 QT0384* NAVD 88 ORTHO HEIGHT -   725.76  (+/-2cm)     2381.1   (feet) VERTCON3
 QT0384  ______________________________________________________________________
 QT0384  GEOID HEIGHT    -        -19.178 (meters)                     GEOID18
 QT0384  LAPLACE CORR    -         -7.22  (seconds)                    DEFLEC18
 QT0384  HORZ ORDER      -  SECOND
 QT0384  VERT ORDER      -  THIRD ? (See Below)
 QT0384
 QT0384.The horizontal coordinates were established by classical geodetic methods
 QT0384.and adjusted by the National Geodetic Survey in January 1998.
 QT0384
 QT0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0384
 QT0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0384.GEOID18 height accuracy estimate available here.
 QT0384
 QT0384.The vertical order pertains to the NGVD 29 superseded value.
 QT0384
 QT0384.Click photographs - Photos may exist for this station.
 QT0384
 QT0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0384
 QT0384. The following values were computed from the NAD 83(1996) position.
 QT0384
 QT0384;                    North         East     Units Scale Factor Converg.
 QT0384;SPC SD N     -   206,721.067   439,716.611   MT  0.99999845   -1 27 21.9
 QT0384;SPC SD N     -   678,217.37  1,442,636.91   sFT  0.99999845   -1 27 21.9
 QT0384;UTM  13      - 5,062,177.271   729,181.370   MT  1.00024579   +2 06 21.7
 QT0384;UTM  14      - 5,062,512.337   261,881.680   MT  1.00029715   -2 11 17.7
 QT0384
 QT0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0384!SPC SD N     -   0.99988924  x   0.99999845  =   0.99988769
 QT0384!UTM  13      -   0.99988924  x   1.00024579  =   1.00013500
 QT0384!UTM  14      -   0.99988924  x   1.00029715  =   1.00018636
 QT0384
 QT0384:                Primary Azimuth Mark                     Grid Az
 QT0384:SPC SD N     -  SPACE AZ MK                              271 14 17.1
 QT0384:UTM  13      -  SPACE AZ MK                              267 40 33.5
 QT0384:UTM  14      -  SPACE AZ MK                              271 58 12.9
 QT0384
 QT0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2918162177(NAD 83)
 QT0384
 QT0384|---------------------------------------------------------------------|
 QT0384| PID    Reference Object                     Distance      Geod. Az  |
 QT0384|                                                           dddmmss.s |
 QT0384| CQ9564 SPACE RM 1                           11.806 METERS 17630     |
 QT0384| CQ9565 SPACE RM 2                           14.015 METERS 26747     |
 QT0384| CQ9563 SPACE AZ MK                                        2694655.2 |
 QT0384|---------------------------------------------------------------------|
 QT0384
 QT0384                          SUPERSEDED SURVEY CONTROL
 QT0384
 QT0384  NAD 83(1986)-  45 40 30.84747(N)    102 03 26.54843(W) AD(       ) 2
 QT0384  NAD 27      -  45 40 30.88000(N)    102 03 25.00400(W) AD(       ) 2
 QT0384  NGVD 29             725.31   (m)         2379.6    (f) LEVELING    3  
 QT0384
 QT0384.Superseded values are not recommended for survey control.
 QT0384
 QT0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0384.See file dsdata.pdf to determine how the superseded data were derived.
 QT0384
 QT0384_MARKER: DS = TRIANGULATION STATION DISK
 QT0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0384_STAMPING: SPACE 1951
 QT0384_MARK LOGO: CGS
 QT0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0384+STABILITY: SURFACE MOTION
 QT0384
 QT0384  HISTORY     - Date     Condition        Report By
 QT0384  HISTORY     - 1951     MONUMENTED       CGS
 QT0384
 QT0384                          STATION DESCRIPTION
 QT0384
 QT0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0384'STATION IS LOCATED ABOUT 6 MILES EAST AND 6 MILES SOUTH OF
 QT0384'SHADEHILL, 26 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 QT0384'ROAD, AND 15 FEET WEST OF A WITNESS POST.
 QT0384'
 QT0384'TO REACH THE STATION FROM THE BRIDGE ACROSS THE GRAND RIVER,
 QT0384'ON STATE HIGHWAY 73, AT SHADEHILL, GO SOUTH ON THE HIGHWAY
 QT0384'FOR 6.8 MILES TO A GRADED ROAD EAST.  TURN LEFT, EAST, AND GO
 QT0384'2.5 MILES TO A SCHOOL HOUSE.  CONTINUE EASTERLY ON GRADED
 QT0384'ROAD FOR 3.0 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD
 QT0384'AND CONTINUE 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QT0384'CONTINUE 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 QT0384'
 QT0384'THE STATION MARK PROJECTS ABOUT 5 INCHES, AND THE DISK IS
 QT0384'STAMPED SPACE 1951.
 QT0384'
 QT0384'REFERENCE MARK NO. 1 IS 65 FEET SOUTH OF THE CENTER OF THE
 QT0384'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS
 QT0384'STAMPED SPACE NO 1 1951.
 QT0384'
 QT0384'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE ROAD.  THE MARK
 QT0384'PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED SPACE NO 2 1941.
 QT0384'
 QT0384'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF THE ROAD.
 QT0384'THE MARK PROJECTS ABOUT 4 INCHES, AND THE DISK IS STAMPED
 QT0384'SPACE 1951.
 QT0384'
 QT0384'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QT0384'POSTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0922 ***********************************************************************
 QS0922  DESIGNATION -  SPACIOUS
 QS0922  PID         -  QS0922
 QS0922  STATE/COUNTY-  SD/ZIEBACH
 QS0922  COUNTRY     -  US
 QS0922  USGS QUAD   -  GLAD VALLEY SW (2017)
 QS0922
 QS0922                         *CURRENT SURVEY CONTROL
 QS0922  ______________________________________________________________________
 QS0922* NAD 83(1996) POSITION- 45 15 21.52281(N) 101 59 57.49370(W)   ADJUSTED
 QS0922* NAVD 88 ORTHO HEIGHT -   758.7   (meters)     2489.    (feet) VERTCON3
 QS0922  ______________________________________________________________________
 QS0922  GEOID HEIGHT    -        -19.337 (meters)                     GEOID18
 QS0922  LAPLACE CORR    -         -6.24  (seconds)                    DEFLEC18
 QS0922  HORZ ORDER      -  SECOND
 QS0922
 QS0922.The horizontal coordinates were established by classical geodetic methods
 QS0922.and adjusted by the National Geodetic Survey in January 1998.
 QS0922
 QS0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0922
 QS0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0922.GEOID18 height accuracy estimate available here.
 QS0922
 QS0922.Click photographs - Photos may exist for this station.
 QS0922
 QS0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0922
 QS0922. The following values were computed from the NAD 83(1996) position.
 QS0922
 QS0922;                    North         East     Units Scale Factor Converg.
 QS0922;SPC SD N     -   160,026.604   443,089.223   MT  0.99994549   -1 24 53.9
 QS0922;SPC SD N     -   525,020.62  1,453,701.89   sFT  0.99994549   -1 24 53.9
 QS0922;UTM  14      - 5,015,763.949   264,664.751   MT  1.00028101   -2 07 52.5
 QS0922;UTM  13      - 5,015,768.015   735,444.500   MT  1.00028164   +2 07 56.1
 QS0922
 QS0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0922!SPC SD N     -   0.99988409  x   0.99994549  =   0.99982959
 QS0922!UTM  14      -   0.99988409  x   1.00028101  =   1.00016507
 QS0922!UTM  13      -   0.99988409  x   1.00028164  =   1.00016570
 QS0922
 QS0922:                Primary Azimuth Mark                     Grid Az
 QS0922:SPC SD N     -  SPACIOUS AZ MK                           298 23 01.7
 QS0922:UTM  14      -  SPACIOUS AZ MK                           299 06 00.3
 QS0922:UTM  13      -  SPACIOUS AZ MK                           294 50 11.7
 QS0922
 QS0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR6466415763(NAD 83)
 QS0922
 QS0922|---------------------------------------------------------------------|
 QS0922| PID    Reference Object                     Distance      Geod. Az  |
 QS0922|                                                           dddmmss.s |
 QS0922| CQ9568 SPACIOUS RM 2                        13.682 METERS 10138     |
 QS0922| CQ9566 SPACIOUS AZ MK                                     2965807.8 |
 QS0922| CQ9567 SPACIOUS RM 1                        13.318 METERS 34844     |
 QS0922|---------------------------------------------------------------------|
 QS0922
 QS0922                          SUPERSEDED SURVEY CONTROL
 QS0922
 QS0922  NAD 83(1986)-  45 15 21.51456(N)    101 59 57.49294(W) AD(       ) 2
 QS0922  NAD 27      -  45 15 21.59900(N)    101 59 55.94100(W) AD(       ) 2
 QS0922  NGVD 29 (07/19/86)  758.3    (m)         2488.     (f) VERT ANG       
 QS0922
 QS0922.Superseded values are not recommended for survey control.
 QS0922
 QS0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0922.See file dsdata.pdf to determine how the superseded data were derived.
 QS0922
 QS0922_MARKER: DS = TRIANGULATION STATION DISK
 QS0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0922_STAMPING: SPACIOUS 1951
 QS0922_MARK LOGO: CGS
 QS0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0922+STABILITY: SURFACE MOTION
 QS0922
 QS0922  HISTORY     - Date     Condition        Report By
 QS0922  HISTORY     - 1951     MONUMENTED       CGS
 QS0922
 QS0922                          STATION DESCRIPTION
 QS0922
 QS0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0922'THE STATION IS LOCATED ABOUT 16 MILES NORTH AND 2 MILES EAST
 QS0922'OF FAITH, AND 0.05 MILE NORTHEAST OF A WIRE GATE.
 QS0922'
 QS0922'TO REACH THE STATION FROM THE BRIDGE ACROSS THE MOREAU RIVER
 QS0922'ON STATE HIGHWAY 73 NORTH OF FAITH, GO NORTH ON HIGHWAY FOR
 QS0922'7.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY
 QS0922'FOR 6.7 MILES TO A T-INTERSECTION AT A NORTH-SOUTH FENCE LINE.
 QS0922'TURN RIGHT, SOUTH, AND GO 1.0 MILE TO A GATE ON LEFT AT A
 QS0922'FENCE CORNER.  TURN LEFT AND GO EASTERLY ON TRACK ROAD FOR
 QS0922'1.55 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR
 QS0922'0.45 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 QS0922'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 QS0922'
 QS0922'THE STATION MARK PROJECTS ABOUT 5 INCHES, AND THE DISK IS
 QS0922'STAMPED SPACIOUS 1951.
 QS0922'
 QS0922'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES, AND THE DISK
 QS0922'IS STAMPED SPACIOUS NO 1 1951.
 QS0922'
 QS0922'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES, AND THE DISK
 QS0922'IS STAMPED SPACIOUS NO 2 1951.
 QS0922'
 QS0922'THE AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF THE TRACK
 QS0922'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS
 QS0922'STAMPED SPACIOUS 1951.
 QS0922'
 QS0922'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QS0922'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0741 ***********************************************************************
 PS0741  DESIGNATION -  SPADE
 PS0741  PID         -  PS0741
 PS0741  STATE/COUNTY-  SD/SULLY
 PS0741  COUNTRY     -  US
 PS0741  USGS QUAD   -  BLUNT (2017)
 PS0741
 PS0741                         *CURRENT SURVEY CONTROL
 PS0741  ______________________________________________________________________
 PS0741* NAD 83(1996) POSITION- 44 33 46.79773(N) 099 52 32.50204(W)   ADJUSTED
 PS0741* NAVD 88 ORTHO HEIGHT -   524.    (meters)     1719.    (feet) SCALED
 PS0741  ______________________________________________________________________
 PS0741  GEOID HEIGHT    -        -23.456 (meters)                     GEOID18
 PS0741  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 PS0741  HORZ ORDER      -  THIRD
 PS0741
 PS0741.The horizontal coordinates were established by classical geodetic methods
 PS0741.and adjusted by the National Geodetic Survey in January 1998.
 PS0741
 PS0741.The orthometric height was scaled from a topographic map.
 PS0741
 PS0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0741.GEOID18 height accuracy estimate available here.
 PS0741
 PS0741.Click photographs - Photos may exist for this station.
 PS0741
 PS0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0741
 PS0741. The following values were computed from the NAD 83(1996) position.
 PS0741
 PS0741;                    North         East     Units Scale Factor Converg.
 PS0741;SPC SD N     -    81,089.747   609,875.021   MT  0.99997518   +0 05 16.7
 PS0741;SPC SD N     -   266,041.94  2,000,898.30   sFT  0.99997518   +0 05 16.7
 PS0741;SPC SD S     -   247,812.918   636,357.941   MT  1.00004303   +0 18 56.5
 PS0741;SPC SD S     -   813,032.88  2,087,784.34   sFT  1.00004303   +0 18 56.5
 PS0741;UTM  14      - 4,934,779.945   430,459.178   MT  0.99965947   -0 36 52.2
 PS0741
 PS0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0741!SPC SD N     -   0.99992147  x   0.99997518  =   0.99989665
 PS0741!SPC SD S     -   0.99992147  x   1.00004303  =   0.99996449
 PS0741!UTM  14      -   0.99992147  x   0.99965947  =   0.99958096
 PS0741
 PS0741:                Primary Azimuth Mark                     Grid Az
 PS0741:SPC SD N     -  SPADE AZ MK                              090 06 45.5
 PS0741:SPC SD S     -  SPADE AZ MK                              089 53 05.7
 PS0741:UTM  14      -  SPADE AZ MK                              090 48 54.4
 PS0741
 PS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3045934779(NAD 83)
 PS0741
 PS0741|---------------------------------------------------------------------|
 PS0741| PID    Reference Object                     Distance      Geod. Az  |
 PS0741|                                                           dddmmss.s |
 PS0741| CQ5683 SPADE RM 1                           16.585 METERS 08821     |
 PS0741| CQ5682 SPADE AZ MK                                        0901202.2 |
 PS0741| PS0733 HARROLD MUNICIPAL TANK              APPROX.11.8 KM 1125628.5 |
 PS0741| CQ5684 SPADE RM 2                           16.263 METERS 27121     |
 PS0741|---------------------------------------------------------------------|
 PS0741
 PS0741                          SUPERSEDED SURVEY CONTROL
 PS0741
 PS0741  NAD 83(1986)-  44 33 46.79345(N)    099 52 32.50746(W) AD(       ) 3
 PS0741  NAD 27      -  44 33 46.86200(N)    099 52 31.07800(W) AD(       ) 3
 PS0741
 PS0741.Superseded values are not recommended for survey control.
 PS0741
 PS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0741.See file dsdata.pdf to determine how the superseded data were derived.
 PS0741
 PS0741_MARKER: DS = TRIANGULATION STATION DISK
 PS0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0741_STAMPING: SPADE 1951
 PS0741_MARK LOGO: CGS
 PS0741_PROJECTION: FLUSH
 PS0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0741+STABILITY: SURFACE MOTION
 PS0741
 PS0741  HISTORY     - Date     Condition        Report By
 PS0741  HISTORY     - 1951     MONUMENTED       CGS
 PS0741  HISTORY     - 1978     GOOD             WPRS
 PS0741
 PS0741                          STATION DESCRIPTION
 PS0741
 PS0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0741'STATION IS LOCATED ABOUT 7 MILES WEST NORTHWEST OF HARROLD AND
 PS0741'7 MILES NORTHEAST OF BLUNT ALONG NORTH SIDE OF TRACK ROAD.
 PS0741'STATION IS 40 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD,
 PS0741'6.5 FEET WEST SOUTHWEST OF WITNESS POST AND 2 FEET SOUTH OF THE
 PS0741'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 PS0741'SPADE 1951.
 PS0741'
 PS0741'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE APPROXIMATE
 PS0741'CENTERLINE OF ROAD AND 0.5 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 PS0741'ABOUT 4 INCHES AND THE DISK IS STAMPED SPADE NO 1 1951.
 PS0741'
 PS0741'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PS0741'OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4
 PS0741'INCHES AND THE DISK IS STAMPED SPADE NO 2 1951.
 PS0741'
 PS0741'AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 PS0741'TRACK ROAD, 3 FEET SOUTH OF T FENCE CORNER AND 3 FEET WEST
 PS0741'SOUTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PS0741'THE DISK IS STAMPED SPADE 1951.
 PS0741'
 PS0741'TO REACH FROM THE POST OFFICE IN HARROLD GO NORTH FOR 0.3 MILE
 PS0741'TO JUNCTION WITH U.S. HIGHWAY 14.  TURN LEFT AND GO WEST ON U.S.
 PS0741'HIGHWAY 14 FOR 6.2 MILES TO CROSSROADS.  TURN RIGHT AND GO NORTH
 PS0741'FOR 1.4 MILES TO T INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.35
 PS0741'MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO
 PS0741'FENCE CORNER AND TRACK ROAD ON LEFT.  TURN LEFT ON TRACK ROAD
 PS0741'AND GO WEST FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT OR NORTH SIDE
 PS0741'OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 0.35 MILE TO STATION
 PS0741'ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 PS0741'
 PS0741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0741
 PS0741                          STATION RECOVERY (1978)
 PS0741
 PS0741'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1978 (AB)
 PS0741'SPADE 1951 RECOVERED GOOD.
 PS0741'
 PS0741'REFERENCE MARKERS NO. 1 AND NO. 2 AND THE AZIMUTH MARK ALL IN GOOD
 PS0741'CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0386 ***********************************************************************
 QT0386  DESIGNATION -  SPADE
 QT0386  PID         -  QT0386
 QT0386  STATE/COUNTY-  SD/PERKINS
 QT0386  COUNTRY     -  US
 QT0386  USGS QUAD   -  MEADOW (2017)
 QT0386
 QT0386                         *CURRENT SURVEY CONTROL
 QT0386  ______________________________________________________________________
 QT0386* NAD 83(1996) POSITION- 45 34 26.50194(N) 102 10 16.45831(W)   ADJUSTED
 QT0386* NAVD 88 ORTHO HEIGHT -   787.72  (+/-2cm)     2584.4   (feet) VERTCON3
 QT0386  ______________________________________________________________________
 QT0386  GEOID HEIGHT    -        -18.848 (meters)                     GEOID18
 QT0386  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC18
 QT0386  HORZ ORDER      -  SECOND
 QT0386  VERT ORDER      -  THIRD ? (See Below)
 QT0386
 QT0386.The horizontal coordinates were established by classical geodetic methods
 QT0386.and adjusted by the National Geodetic Survey in January 1998.
 QT0386
 QT0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0386
 QT0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0386.GEOID18 height accuracy estimate available here.
 QT0386
 QT0386.The vertical order pertains to the NGVD 29 superseded value.
 QT0386
 QT0386.Click photographs - Photos may exist for this station.
 QT0386
 QT0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0386
 QT0386. The following values were computed from the NAD 83(1996) position.
 QT0386
 QT0386;                    North         East     Units Scale Factor Converg.
 QT0386;SPC SD N     -   195,708.084   430,546.316   MT  0.99998074   -1 32 12.0
 QT0386;SPC SD N     -   642,085.61  1,412,550.71   sFT  0.99998074   -1 32 12.0
 QT0386;UTM  13      - 5,050,613.449   720,710.609   MT  1.00019895   +2 01 15.6
 QT0386
 QT0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0386!SPC SD N     -   0.99987947  x   0.99998074  =   0.99986022
 QT0386!UTM  13      -   0.99987947  x   1.00019895  =   1.00007840
 QT0386
 QT0386:                Primary Azimuth Mark                     Grid Az
 QT0386:SPC SD N     -  SPADE AZ MK                              009 14 27.5
 QT0386:UTM  13      -  SPADE AZ MK                              005 40 59.9
 QT0386
 QT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2071050613(NAD 83)
 QT0386
 QT0386|---------------------------------------------------------------------|
 QT0386| PID    Reference Object                     Distance      Geod. Az  |
 QT0386|                                                           dddmmss.s |
 QT0386| CQ9569 SPADE AZ MK                                        0074215.5 |
 QT0386| CQ9570 SPADE AZ MK RESET                                  00949     |
 QT0386| CQ9573 SPADE RM 3                           11.473 METERS 08931     |
 QT0386| CQ9571 SPADE RM 1                           11.518 METERS 08947     |
 QT0386| CQ9572 SPADE RM 2                           11.157 METERS 27017     |
 QT0386|---------------------------------------------------------------------|
 QT0386
 QT0386                          SUPERSEDED SURVEY CONTROL
 QT0386
 QT0386  NAD 83(1986)-  45 34 26.49340(N)    102 10 16.45642(W) AD(       ) 2
 QT0386  NAD 27      -  45 34 26.54200(N)    102 10 14.87400(W) AD(       ) 2
 QT0386  NGVD 29             787.27   (m)         2582.9    (f) LEVELING    3  
 QT0386
 QT0386.Superseded values are not recommended for survey control.
 QT0386
 QT0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0386.See file dsdata.pdf to determine how the superseded data were derived.
 QT0386
 QT0386_MARKER: DS = TRIANGULATION STATION DISK
 QT0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0386_STAMPING: SPADE 1951
 QT0386_MARK LOGO: CGS
 QT0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0386+STABILITY: SURFACE MOTION
 QT0386
 QT0386  HISTORY     - Date     Condition        Report By
 QT0386  HISTORY     - 1951     MONUMENTED       CGS
 QT0386  HISTORY     - 1954     GOOD             CGS
 QT0386  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QT0386
 QT0386                          STATION DESCRIPTION
 QT0386
 QT0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0386'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF MEADOW,
 QT0386'0.1 MILE WEST OF STATE HIGHWAY NO. 73, 29 FEET NORTH OF THE
 QT0386'CENTER OF A GRADED DIRT ROAD, AND 2 FEET SOUTH OF A WIRE
 QT0386'FENCE.
 QT0386'
 QT0386'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF MEADOW,
 QT0386'GO EAST ON STATE HIGHWAY NO. 8 FOR 2.5 MILES TO THE JUNCTION
 QT0386'WITH STATE HIGHWAY NO. 73.  THEN LEFT, NORTH, ON NO. 73 FOR
 QT0386'3.0 MILES.  THEN LEFT, WEST, ON A GRADED DIRT ROAD FOR 0.1
 QT0386'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 QT0386'AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1 MILE.  THEN
 QT0386'LEFT, NORTH, ON NO. 73 FOR 1.2 MILES TO THE MARK ON THE LEFT
 QT0386'AS DESCRIBED.
 QT0386'
 QT0386'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0386'SPADE 1951.
 QT0386'
 QT0386'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF THE
 QT0386'GRADED DIRT ROAD, AND 2 FEET SOUTH OF THE WIRE FENCE.  IT
 QT0386'PROJECTS 6 INCHES, AND THE DISK IS STAMPED SPADE NO 1 1951.
 QT0386'
 QT0386'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE
 QT0386'ROAD, AND 2 FEET SOUTH OF THE WIRE FENCE.  IT PROJECTS 6 INCHES,
 QT0386'AND THE DISK IS STAMPED SPADE NO 2 1951.
 QT0386'
 QT0386'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTER OF STATE
 QT0386'HIGHWAY NO. 73, 1 FOOT WEST OF A WIRE FENCE, AND 1 FOOT SOUTH
 QT0386'OF A WITNESS POST.  IT PROJECTS 3 INCHES, AND THE DISK IS
 QT0386'STAMPED SPADE 1951.
 QT0386'
 QT0386'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QT0386'CONCRETE POSTS.
 QT0386
 QT0386                          STATION RECOVERY (1954)
 QT0386
 QT0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 QT0386'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0386'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 QT0386'MARK.  IT WAS RESET AT THE REQUEST OF THE STATE HIGHWAY
 QT0386'DEPARTMENT.  THE OLD AZIMUTH MARK WAS 0.7 MILE NORTH OF THE
 QT0386'STATION INSTEAD OF 1.2 MILES AS STATED IN THE ORIGINAL
 QT0386'DESCRIPTION.  A COMPLETE DESCRIPTION FOLLOWS.
 QT0386'
 QT0386'STATION IS LOCATED ABOUT 3 AND 1/2 MILES NORTHEAST OF MEADOW,
 QT0386'3 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 8 AND 73,
 QT0386'AND 200 YARDS WEST OF STATE HIGHWAY 73, 29 FEET NORTH OF
 QT0386'THE CENTER OF GRADED ROAD, AND 2 FEET SOUTH OF FENCE.  THE
 QT0386'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SPADE 1951.
 QT0386'
 QT0386'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF GRADED
 QT0386'DIRT ROAD AND 2 FEET SOUTH OF FENCE.  THE MARK PROJECTS 6
 QT0386'INCHES AND THE DISK IS STAMPED SPADE NO 1 1951.
 QT0386'
 QT0386'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF GRADED
 QT0386'ROAD AND 2 FEET SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES
 QT0386'AND THE DISK IS STAMPED SPADE NO 2 1951.
 QT0386'
 QT0386'AZIMUTH MARK (RESET) IS 0.7 MILE NORTH OF THE STATION, 96
 QT0386'FEET EAST OF THE CENTER OF STATE HIGHWAY 73, 24 FEET NORTHWEST
 QT0386'OF POWER POLE, AND 2 FEET SOUTH OF WITNESS POST.  THE MARK
 QT0386'PROJECTS 6 INCHES AND THE DISK IS STAMPED SPADE 1951 RESET
 QT0386'1954.
 QT0386'
 QT0386'TO REACH THE STATION FROM THE SMALL TOWN OF MEADOW, GO EAST
 QT0386'ON STATE HIGHWAY 8 FOR 2.5 MILES TO JUNCTION WITH STATE HIGHWAY
 QT0386'73.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 73 FOR 3.0
 QT0386'MILES TO CROSSROADS.  THE STATION IS 0.1 MILE WEST ON THE
 QT0386'NORTH SIDE OF GRADED ROAD.  CONTINUE NORTH ON STATE HIGHWAY
 QT0386'73 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QT0386
 QT0386                          STATION RECOVERY (1973)
 QT0386
 QT0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QT0386'THE SUB-SURFACE STATION MARK, REFERENCE MARK NO. 2, AND
 QT0386'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE PROTECTIVE
 QT0386'BOARD SET OVER THE UNDERGROUND STATION MARK WAS STILL INTACT.
 QT0386'THE SURFACE STATION MARK WAS FOUND PUSHED OVER, APPARENTLY
 QT0386'BY FARM MACHINERY.  REFERENCE MARK NO. 1 WAS ALSO FOUND PUSHED
 QT0386'OVER, THE MONUMENT WAS RESET AND THE DISK RESTAMPED FOR USE AS
 QT0386'REFERENCE MARK NO. 3.  THE POSITION OF THE UNDERGROUND STATION
 QT0386'MARK WAS HELD AND THE MARK REMOVED, A NEW MARK WAS SET LOWER
 QT0386'AND A SURFACE STATION MARK WAS PLUMBED OVER IT.  A DIFFERENCE
 QT0386'OF 0.05 FOOT WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK
 QT0386'NO. 2, BUT THE ANGLE TO THE AZIMUTH MARK CHECKED GOOD.
 QT0386'
 QT0386'A NEW DESCRIPTION FOLLOWS--
 QT0386'
 QT0386'THE STATION IS LOCATED ABOUT 40 MILES NORTH OF FAITH, 25
 QT0386'MILES SOUTH OF LEMMON, 12 MILES WEST OF ATHBOY, 3 MILES
 QT0386'NORTHEAST OF MEADOW, 0.1 MILE WEST OF STATE HIGHWAY 73, ALONG
 QT0386'THE NORTH SIDE OF A GRADED ROAD, AT THE SOUTH EDGE OF A FIELD,
 QT0386'AT THE CREST OF A LOW RISE.
 QT0386'
 QT0386'TO REACH THE STATION FROM THE MEADOW CORNER SERVICE STATION
 QT0386'AT THE JUNCTION OF STATE HIGHWAYS 73 AND 20 WEST, GO NORTH
 QT0386'ON HIGHWAY 73 FOR 3.0 MILES TO A CROSSROAD INTERSECTION
 QT0386'WITH A PAVED ROAD LEADING EAST TO ATHBOY AND A GRADED ROAD
 QT0386'WEST, TURN LEFT AND GO WEST ON THE GRADED ROAD 0.1 MILE TO
 QT0386'THE STATION ON THE RIGHT AS DESCRIBED.
 QT0386'
 QT0386'*TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON HIGHWAY 73
 QT0386'FOR 0.7 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 QT0386'
 QT0386'THE STATION MARK IS A STANDARD DISK STAMPED SPADE 1951 1973,
 QT0386'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 QT0386'IS 136 FEET EAST-SOUTHEAST OF A POWER POLE WITH TRANSFORMER,
 QT0386'87 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 55 FEET
 QT0386'SOUTHWEST OF A POWER POLE, 31 FEET NORTH OF THE CENTER OF THE
 QT0386'GRADED ROAD, 2.4 FEET NORTHWEST OF A METAL WITNESS POST,
 QT0386'AT THE SOUTH EDGE OF A FIELD AND AT THE TOP OF THE BACK
 QT0386'SLOPE OF THE DITCH.
 QT0386'
 QT0386'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SPADE NO 2
 QT0386'1951, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 QT0386'IT IS 99 FEET EAST-SOUTHEAST OF THE POWER POLE WITH TRANSFORMER,
 QT0386'38.5 FEET WEST OF A METAL WITNESS POST, AND 32 FEET NORTH
 QT0386'OF THE CENTER OF THE GRADED ROAD.
 QT0386'
 QT0386'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SPADE 1951
 QT0386'NO 3 1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QT0386'4-INCHES.  IT IS 49 FEET WEST OF THE CENTER OF THE FIELD
 QT0386'ENTRANCE, 31 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 25
 QT0386'FEET SOUTHWEST OF A POWER POLE, AND 35.5 FEET EAST OF THE METAL
 QT0386'WITNESS POST.
 QT0386'
 QT0386'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SPADE 1951 RESET
 QT0386'1954, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 QT0386'IT IS 96 FEET EAST OF THE CENTER OF STATE HIGHWAY 73, 210
 QT0386'FEET SOUTH OF A T FENCE CORNER AND GATE, 24 FEET NORTHEAST OF
 QT0386'A POWER POLE, 20 FEET SOUTHEAST OF A METAL WITNESS POST, 18
 QT0386'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, AT THE TOP OF A
 QT0386'LOW HILL, IN A PASTURE.
 QT0386'
 QT0386'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED,
 QT0386'THEY ARE NEARLY ON LINE.
 QT0386'
 QT0386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5
 QT0386'MILES NE OF MEADOW
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0462 ***********************************************************************
 QQ0462  DESIGNATION -  SPAIN
 QQ0462  PID         -  QQ0462
 QQ0462  STATE/COUNTY-  SD/MARSHALL
 QQ0462  COUNTRY     -  US
 QQ0462  USGS QUAD   -  SPAIN (2017)
 QQ0462
 QQ0462                         *CURRENT SURVEY CONTROL
 QQ0462  ______________________________________________________________________
 QQ0462* NAD 83(1996) POSITION- 45 39 37.80070(N) 097 45 01.73621(W)   ADJUSTED
 QQ0462* NAVD 88 ORTHO HEIGHT -   448.69  (+/-2cm)     1472.1   (feet) VERTCON3
 QQ0462  ______________________________________________________________________
 QQ0462  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 QQ0462  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 QQ0462  HORZ ORDER      -  SECOND
 QQ0462  VERT ORDER      -  THIRD ? (See Below)
 QQ0462
 QQ0462.The horizontal coordinates were established by classical geodetic methods
 QQ0462.and adjusted by the National Geodetic Survey in January 1998.
 QQ0462
 QQ0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0462
 QQ0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0462.GEOID18 height accuracy estimate available here.
 QQ0462
 QQ0462.The vertical order pertains to the NGVD 29 superseded value.
 QQ0462
 QQ0462.Click photographs - Photos may exist for this station.
 QQ0462
 QQ0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0462
 QQ0462. The following values were computed from the NAD 83(1996) position.
 QQ0462
 QQ0462;                    North         East     Units Scale Factor Converg.
 QQ0462;SPC SD N     -   205,481.879   775,294.408   MT  0.99999567   +1 35 31.5
 QQ0462;SPC SD N     -   674,151.80  2,543,611.74   sFT  0.99999567   +1 35 31.5
 QQ0462;UTM  14      - 5,057,087.072   597,342.913   MT  0.99971650   +0 53 37.5
 QQ0462
 QQ0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0462!SPC SD N     -   0.99993359  x   0.99999567  =   0.99992926
 QQ0462!UTM  14      -   0.99993359  x   0.99971650  =   0.99965011
 QQ0462
 QQ0462:                Primary Azimuth Mark                     Grid Az
 QQ0462:SPC SD N     -  SPAIN AZ MK                              176 45 55.0
 QQ0462:UTM  14      -  SPAIN AZ MK                              177 27 49.0
 QQ0462
 QQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9734257087(NAD 83)
 QQ0462
 QQ0462|---------------------------------------------------------------------|
 QQ0462| PID    Reference Object                     Distance      Geod. Az  |
 QQ0462|                                                           dddmmss.s |
 QQ0462| CQ5686 SPAIN RM 1                            9.281 METERS 13855     |
 QQ0462| CQ5685 SPAIN AZ MK                                        1782126.5 |
 QQ0462| CQ5687 SPAIN RM 2                            8.443 METERS 31938     |
 QQ0462|---------------------------------------------------------------------|
 QQ0462
 QQ0462                          SUPERSEDED SURVEY CONTROL
 QQ0462
 QQ0462  NAD 83(1986)-  45 39 37.79610(N)    097 45 01.72849(W) AD(       ) 2
 QQ0462  NAD 27      -  45 39 37.97345(N)    097 45 00.36121(W) AD(       ) 2
 QQ0462  NGVD 29             448.41   (m)         1471.2    (f) LEVELING    3  
 QQ0462
 QQ0462.Superseded values are not recommended for survey control.
 QQ0462
 QQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0462.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0462
 QQ0462_MARKER: DS = TRIANGULATION STATION DISK
 QQ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0462_STAMPING: SPAIN 1952
 QQ0462_MARK LOGO: CGS
 QQ0462_PROJECTION: FLUSH
 QQ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0462+STABILITY: SURFACE MOTION
 QQ0462
 QQ0462  HISTORY     - Date     Condition        Report By
 QQ0462  HISTORY     - 1952     MONUMENTED       CGS
 QQ0462
 QQ0462                          STATION DESCRIPTION
 QQ0462
 QQ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0462'THE STATION IS IN SECTION 1, T 125 N, R 58 W, ON THE RIGHT-OF-WAY
 QQ0462'OF STATE HIGHWAY 25, 9 MILES SOUTH OF BRITTON, 4 MILES NORTH AND
 QQ0462'3-1/2 MILES EAST OF LANGFORD, 59 FEET EAST OF THE CENTER OF STATE
 QQ0462'HIGHWAY 25 AND 5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QQ0462'
 QQ0462'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 25
 QQ0462'IN BRITTON, GO SOUTH ON STATE HIGHWAY 25 FOR 9.4 MILES TO WHERE
 QQ0462'THE HIGHWAY CURVES TO THE LEFT, A DIRT ROAD LEADING WEST, AND THE
 QQ0462'STATION ON THE LEFT AS DESCRIBED.
 QQ0462'
 QQ0462'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QQ0462'THE DISK IS STAMPED SPAIN 1952.
 QQ0462'
 QQ0462'REFERENCE MARK 1 IS 60 FEET EAST OF THE CENTER OF THE HIGHWAY.  THE
 QQ0462'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 QQ0462'STAMPED SPAIN NO 1 1952.
 QQ0462'
 QQ0462'REFERENCE MARK 2 IS 58 FEET EAST OF THE CENTER OF THE HIGHWAY.  THE
 QQ0462'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 QQ0462'STAMPED SPAIN NO 2 1952.
 QQ0462'
 QQ0462'THE AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF THE HIGHWAY, 18
 QQ0462'FEET WEST OF A FENCE LINE, AND 5 FEET SOUTHWEST OF A WHITE 4 IN X
 QQ0462'4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QQ0462'STAMPED SPAIN 1952.
 QQ0462'
 QQ0462'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1015 ***********************************************************************
 NM1015  DESIGNATION -  SPARK AZ MK
 NM1015  PID         -  NM1015
 NM1015  STATE/COUNTY-  SD/YANKTON
 NM1015  COUNTRY     -  US
 NM1015  USGS QUAD   -  YANKTON (2017)
 NM1015
 NM1015                         *CURRENT SURVEY CONTROL
 NM1015  ______________________________________________________________________
 NM1015* NAD 83(1986) POSITION- 42 52 32.     (N) 097 28 34.     (W)   SCALED
 NM1015* NAVD 88 ORTHO HEIGHT -   367.486 (meters)     1205.66  (feet) ADJUSTED
 NM1015  ______________________________________________________________________
 NM1015  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM1015  DYNAMIC HEIGHT  -        367.377 (meters)     1205.30  (feet) COMP
 NM1015  MODELED GRAVITY -    980,313.9   (mgal)                       NAVD 88
 NM1015
 NM1015  VERT ORDER      -  FIRST     CLASS II
 NM1015
 NM1015.The horizontal coordinates were scaled from a map and have
 NM1015.an estimated accuracy of +/- 6 seconds.
 NM1015
 NM1015.The orthometric height was determined by differential leveling and
 NM1015.adjusted by the NATIONAL GEODETIC SURVEY
 NM1015.in June 1991.
 NM1015
 NM1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1015.GEOID18 height accuracy estimate available here.
 NM1015
 NM1015.Click photographs - Photos may exist for this station.
 NM1015
 NM1015.The dynamic height is computed by dividing the NAVD 88
 NM1015.geopotential number by the normal gravity value computed on the
 NM1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1015.degrees latitude (g = 980.6199 gals.).
 NM1015
 NM1015.The modeled gravity was interpolated from observed gravity values.
 NM1015
 NM1015;                    North         East    Units  Estimated Accuracy
 NM1015;SPC SD S     -    64,250.      833,400.      MT  (+/- 180 meters Scaled)
 NM1015
 NM1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN244481(NAD 83)
 NM1015
 NM1015                          SUPERSEDED SURVEY CONTROL
 NM1015
 NM1015  NGVD 29 (??/??/92)  367.277  (m)         1204.97   (f) ADJ UNCH    1 2
 NM1015
 NM1015.Superseded values are not recommended for survey control.
 NM1015
 NM1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1015.See file dsdata.pdf to determine how the superseded data were derived.
 NM1015
 NM1015_MARKER: DZ = AZIMUTH MARK DISK
 NM1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1015_STAMPING: SPARK MRC 1948
 NM1015_MARK LOGO: CGS
 NM1015_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1015+STABILITY: SURFACE MOTION
 NM1015
 NM1015  HISTORY     - Date     Condition        Report By
 NM1015  HISTORY     - 1948     MONUMENTED       CGS
 NM1015  HISTORY     - 1949     GOOD             CGS
 NM1015  HISTORY     - 1968     GOOD             CGS
 NM1015  HISTORY     - 20120319 MARK NOT FOUND   INDIV
 NM1015
 NM1015                          STATION DESCRIPTION
 NM1015
 NM1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1015'4.6 MI W FROM YANKTON.
 NM1015'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1015'AT YANKTON, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 NM1015'2.8 MILES WEST ALONG A GRAVELED ROAD, 0.3 MILE SOUTH OF AN
 NM1015'ABANDONED CEMENT PLANT, 70 FEET NORTHWEST OF THE NORTHWEST
 NM1015'CORNER OF A CONCRETE SCHOOLHOUSE, 26 FEET SOUTHEAST OF THE
 NM1015'CENTER LINE OF THE ROAD, 3.3 FEET WEST OF A WITNESS POST, 1.3
 NM1015'FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 NM1015'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM1015
 NM1015                          STATION RECOVERY (1968)
 NM1015
 NM1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 NM1015'RECOVERED IN GOOD CONDITION.
 NM1015
 NM1015                          STATION RECOVERY (2012)
 NM1015
 NM1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1591 ***********************************************************************
 PU1591  DESIGNATION -  SPEARFISH
 PU1591  PID         -  PU1591
 PU1591  STATE/COUNTY-  SD/LAWRENCE
 PU1591  COUNTRY     -  US
 PU1591  USGS QUAD   -  SPEARFISH (2017)
 PU1591
 PU1591                         *CURRENT SURVEY CONTROL
 PU1591  ______________________________________________________________________
 PU1591* NAD 83(1986) POSITION- 44 29 25.     (N) 103 51 32.     (W)   SCALED
 PU1591* NAVD 88 ORTHO HEIGHT -  1110.818 (meters)     3644.41  (feet) ADJUSTED
 PU1591  ______________________________________________________________________
 PU1591  GEOID HEIGHT    -        -14.535 (meters)                     GEOID18
 PU1591  DYNAMIC HEIGHT  -       1110.442 (meters)     3643.18  (feet) COMP
 PU1591  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 PU1591
 PU1591  VERT ORDER      -  FIRST     CLASS II
 PU1591
 PU1591.The horizontal coordinates were scaled from a map and have
 PU1591.an estimated accuracy of +/- 6 seconds.
 PU1591
 PU1591.The orthometric height was determined by differential leveling and
 PU1591.adjusted by the NATIONAL GEODETIC SURVEY
 PU1591.in September 1993.
 PU1591
 PU1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1591.GEOID18 height accuracy estimate available here.
 PU1591
 PU1591.Click photographs - Photos may exist for this station.
 PU1591
 PU1591.The dynamic height is computed by dividing the NAVD 88
 PU1591.geopotential number by the normal gravity value computed on the
 PU1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1591.degrees latitude (g = 980.6199 gals.).
 PU1591
 PU1591.The modeled gravity was interpolated from observed gravity values.
 PU1591
 PU1591;                    North         East    Units  Estimated Accuracy
 PU1591;SPC SD N     -    80,320.      293,170.      MT  (+/- 180 meters Scaled)
 PU1591
 PU1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK907269(NAD 83)
 PU1591
 PU1591                          SUPERSEDED SURVEY CONTROL
 PU1591
 PU1591  NAVD 88 (06/15/91) 1110.843  (m)         3644.49   (f) SUPERSEDED  1 2
 PU1591  NGVD 29 (??/??/92) 1110.291  (m)         3642.68   (f) ADJ UNCH    1 2
 PU1591
 PU1591.Superseded values are not recommended for survey control.
 PU1591
 PU1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1591.See file dsdata.pdf to determine how the superseded data were derived.
 PU1591
 PU1591_MARKER: DB = BENCH MARK DISK
 PU1591_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1591+WITH SETTING: PAVEMENT
 PU1591_SP_SET: FOUNTAIN BASE
 PU1591_STAMPING: SPEARFISH 1934
 PU1591_MARK LOGO: CGS
 PU1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1591+STABILITY: SURFACE MOTION
 PU1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1591+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU1591
 PU1591  HISTORY     - Date     Condition        Report By
 PU1591  HISTORY     - 1934     MONUMENTED       CGS
 PU1591  HISTORY     - 1962     GOOD             CGS
 PU1591  HISTORY     - 19910819 GOOD             NGS
 PU1591  HISTORY     - 20120229 MARK NOT FOUND   INDIV
 PU1591
 PU1591                          STATION DESCRIPTION
 PU1591
 PU1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1591'AT SPEARFISH.
 PU1591'AT THE CITY OF SPEARFISH CITY HALL, SET IN TOP OF THE SOUTHEAST
 PU1591'CORNER OF A CONCRETE BASE OF A WATER FOUNTAIN, 48.5 FEET WEST OF
 PU1591'THE NORTHWEST CORNER OF THE CITY HALL, 16.2 FEET NORTH OF THE
 PU1591'NORTH EDGE OF THE SIDEWALK LEADING TO THE CITY HALL, 16 FEET
 PU1591'EAST OF THE EAST CURB OF THE MAIN STREET, ABOUT LEVEL WITH THE
 PU1591'SIDEWALK AND DRILLED IN HORIZONTAL.
 PU1591
 PU1591                          STATION RECOVERY (1991)
 PU1591
 PU1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1591'IN SPEARFISH, IN THE CONCRETE BASE OF A WATER FOUNTAIN AT THE WEST
 PU1591'EDGE OF THE LAWN OF THE SPEARFISH CITY HALL AT 722 MAIN STREET, 16.3
 PU1591'M (53.5 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE STREET, 14.8
 PU1591'M (48.6 FT) WEST OF THE WEST FACE OF THE BUILDING, 6.6 M (21.7 FT)
 PU1591'NORTH OF THE CENTER OF A SIDEWALK, 1.3 M (4.3 FT) SOUTH OF A
 PU1591'TELEPHONE BOOTH PEDESTAL, 0.1 M (0.3 FT) SOUTHEAST OF THE FOUNTAIN,
 PU1591'AND THE DISK IS RECESSED 0.1 M (0.3 FT) BELOW THE LEVEL OF THE BASE.
 PU1591
 PU1591                          STATION RECOVERY (2012)
 PU1591
 PU1591'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1591'CONTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2346 ***********************************************************************
 PU2346  DESIGNATION -  SPEARFISH BLACK HILLS COLL TK
 PU2346  PID         -  PU2346
 PU2346  STATE/COUNTY-  SD/LAWRENCE
 PU2346  COUNTRY     -  US
 PU2346  USGS QUAD   -  SPEARFISH (2017)
 PU2346
 PU2346                         *CURRENT SURVEY CONTROL
 PU2346  ______________________________________________________________________
 PU2346* NAD 83(1996) POSITION- 44 29 46.53272(N) 103 52 18.22815(W)   ADJUSTED
 PU2346  ______________________________________________________________________
 PU2346  GEOID HEIGHT    -        -14.556 (meters)                     GEOID18
 PU2346  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 PU2346  HORZ ORDER      -  THIRD
 PU2346
 PU2346.The horizontal coordinates were established by classical geodetic methods
 PU2346.and adjusted by the National Geodetic Survey in January 1998.
 PU2346
 PU2346.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2346.GEOID18 height accuracy estimate available here.
 PU2346
 PU2346.Click photographs - Photos may exist for this station.
 PU2346
 PU2346.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2346
 PU2346. The following values were computed from the NAD 83(1996) position.
 PU2346
 PU2346;                    North         East     Units Scale Factor Converg.
 PU2346;SPC SD N     -    81,027.988   292,185.092   MT  0.99998570   -2 44 24.6
 PU2346;SPC SD N     -   265,839.32    958,610.59   sFT  0.99998570   -2 44 24.6
 PU2346;UTM  13      - 4,927,612.687   589,700.770   MT  0.99969895   +0 47 26.9
 PU2346
 PU2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK8970027612(NAD 83)
 PU2346
 PU2346                          SUPERSEDED SURVEY CONTROL
 PU2346
 PU2346  NAD 83(1993)-  44 29 46.52616(N)    103 52 18.22971(W) AD(       ) 3
 PU2346  NAD 83(1986)-  44 29 46.52580(N)    103 52 18.21985(W) AD(       ) 3
 PU2346  NAD 27      -  44 29 46.59600(N)    103 52 16.49800(W) AD(       ) 3
 PU2346
 PU2346.Superseded values are not recommended for survey control.
 PU2346
 PU2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2346.See file dsdata.pdf to determine how the superseded data were derived.
 PU2346
 PU2346_MARKER: 53 = ELEVATED TANK
 PU2346
 PU2346  HISTORY     - Date     Condition        Report By
 PU2346  HISTORY     - 1962     FIRST OBSERVED   CGS
 PU2346
 PU2346                          STATION DESCRIPTION
 PU2346
 PU2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2346'THE STATION IS LOCATED ON THE CAMPUS OF THE BLACK HILLS TEACHERS
 PU2346'COLLEGE, IN THE WEST EDGE OF SPEARFISH.
 PU2346'
 PU2346'IT IS A CYLINDRICAL TANK WITH A CONICAL SHAPED ROOF, WITH A BALL
 PU2346'AT THE APEX OF THE ROOF, SUPPORTED BY A FOUR LEGGED STEEL
 PU2346'STRUCTURE AND IS PAINTED SILVER IN COLOR AND IS 150 FEET IN HEIGHT.
 PU2346'
 PU2346'THE BALL AT THE APEX WAS THE POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2159 ***********************************************************************
 PU2159  DESIGNATION -  SPEARS
 PU2159  PID         -  PU2159
 PU2159  STATE/COUNTY-  SD/MEADE
 PU2159  COUNTRY     -  US
 PU2159  USGS QUAD   -  WHITE OWL (2017)
 PU2159
 PU2159                         *CURRENT SURVEY CONTROL
 PU2159  ______________________________________________________________________
 PU2159* NAD 83(1996) POSITION- 44 30 28.01990(N) 102 23 23.29038(W)   ADJUSTED
 PU2159* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 PU2159  ______________________________________________________________________
 PU2159  GEOID HEIGHT    -        -18.931 (meters)                     GEOID18
 PU2159  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC18
 PU2159  HORZ ORDER      -  SECOND
 PU2159
 PU2159.The horizontal coordinates were established by classical geodetic methods
 PU2159.and adjusted by the National Geodetic Survey in January 1998.
 PU2159
 PU2159.The orthometric height was scaled from a topographic map.
 PU2159
 PU2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2159.GEOID18 height accuracy estimate available here.
 PU2159
 PU2159.Click photographs - Photos may exist for this station.
 PU2159
 PU2159.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2159
 PU2159. The following values were computed from the NAD 83(1996) position.
 PU2159
 PU2159;                    North         East     Units Scale Factor Converg.
 PU2159;SPC SD N     -    77,751.169   409,995.989   MT  0.99998379   -1 41 28.9
 PU2159;SPC SD N     -   255,088.63  1,345,128.51   sFT  0.99998379   -1 41 28.9
 PU2159;SPC SD S     -   243,601.233   436,483.844   MT  1.00002753   -1 25 07.2
 PU2159;SPC SD S     -   799,215.05  1,432,030.74   sFT  1.00002753   -1 25 07.2
 PU2159;UTM  13      - 4,931,587.850   707,478.526   MT  1.00012941   +1 49 49.5
 PU2159
 PU2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2159!SPC SD N     -   0.99987387  x   0.99998379  =   0.99985766
 PU2159!SPC SD S     -   0.99987387  x   1.00002753  =   0.99990140
 PU2159!UTM  13      -   0.99987387  x   1.00012941  =   1.00000326
 PU2159
 PU2159:                Primary Azimuth Mark                     Grid Az
 PU2159:SPC SD N     -  SPEARS AZ MK                             312 27 29.2
 PU2159:SPC SD S     -  SPEARS AZ MK                             312 11 07.5
 PU2159:UTM  13      -  SPEARS AZ MK                             308 56 10.8
 PU2159
 PU2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0747831587(NAD 83)
 PU2159
 PU2159|---------------------------------------------------------------------|
 PU2159| PID    Reference Object                     Distance      Geod. Az  |
 PU2159|                                                           dddmmss.s |
 PU2159| CQ4101 SPEARS RM 1                          10.736 METERS 01336     |
 PU2159| CQ4102 SPEARS RM 2                          10.162 METERS 25546     |
 PU2159| CQ4100 SPEARS AZ MK                                       3104600.3 |
 PU2159|---------------------------------------------------------------------|
 PU2159
 PU2159                          SUPERSEDED SURVEY CONTROL
 PU2159
 PU2159  NAD 83(1993)-  44 30 28.01174(N)    102 23 23.29061(W) AD(       ) 2
 PU2159  NAD 83(1986)-  44 30 28.01178(N)    102 23 23.29058(W) AD(       ) 2
 PU2159  NAD 27      -  44 30 28.05390(N)    102 23 21.69460(W) AD(       ) 2
 PU2159
 PU2159.Superseded values are not recommended for survey control.
 PU2159
 PU2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2159.See file dsdata.pdf to determine how the superseded data were derived.
 PU2159
 PU2159_MARKER: DS = TRIANGULATION STATION DISK
 PU2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2159_STAMPING: SPEARS 1950
 PU2159_MARK LOGO: CGS
 PU2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2159+STABILITY: SURFACE MOTION
 PU2159
 PU2159  HISTORY     - Date     Condition        Report By
 PU2159  HISTORY     - 1950     MONUMENTED       CGS
 PU2159  HISTORY     - 1951     GOOD             CGS
 PU2159  HISTORY     - 1962     GOOD             CGS
 PU2159
 PU2159                          STATION DESCRIPTION
 PU2159
 PU2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2159'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF PLAINVIEW,
 PU2159'ON A NORTHWEST-SOUTHEAST RIDGE THAT OVERLOOKS THE CHEYENNE
 PU2159'RIVER TO THE SOUTH, 0.05 MILE NORTHWEST OF A SCHOOL HOUSE, 95
 PU2159'FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, AND 13 FEET NORTH
 PU2159'OF A WITNESS POST.  IT IS ON PROPERTY OWNED BY MR. GLENN SPEARS.
 PU2159'
 PU2159'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVIEW, GO WEST
 PU2159'ON STATE HIGHWAY NO. 24 FOR 12.15 MILES TO A DIRT SIDE ROAD ON
 PU2159'THE LEFT (THIS IS JUST SOUTHWEST OF A POINT WHERE THE HIGHWAY BEARS
 PU2159'TO THE SOUTHWEST).  THEN LEFT, SOUTH, FOR 2.95 MILES TO A FORK.
 PU2159'THEN RIGHT ROAD, SOUTHWEST AND SOUTH, FOR 1.65 MILES TO A FORK.
 PU2159'THEN RIGHT ROAD, SOUTHERLY, FOR 0.45 MILE TO A WIRE GATE.  THEN
 PU2159'THROUGH GATE, CONTINUE SOUTH AND SOUTHEAST FOR 0.8 MILE TO A
 PU2159'WIRE GATE.  THEN THROUGH GATE, CONTINUE FOR 1 MILE TO A WIRE
 PU2159'GATE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PU2159'CONTINUE SOUTHEASTERLY FOR 0.25 MILE TO THE STATION ON THE
 PU2159'LEFT AS DESCRIBED.
 PU2159'
 PU2159'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PU2159'SPEARS 1950.
 PU2159'
 PU2159'REFERENCE MARK NO. 1 IS 103 FEET NORTHEAST OF THE CENTER OF THE
 PU2159'DIRT ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED SPEARS
 PU2159'NO 1 1950.
 PU2159'
 PU2159'REFERENCE MARK NO. 2 IS 68 FEET NORTHEAST OF THE CENTER OF THE
 PU2159'DIRT ROAD.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED SPEARS
 PU2159'NO 2 1950.
 PU2159'
 PU2159'THE AZIMUTH MARK IS 23 FEET SOUTHWEST OF THE CENTER OF THE DIRT
 PU2159'ROAD, 17 FEET WEST OF THE WEST GATE POST OF A WIRE GATE, 5 FEET
 PU2159'EAST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  IT
 PU2159'PROJECTS 6 INCHES, AND THE DISK IS STAMPED SPEARS 1950.
 PU2159'
 PU2159'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2159'CYLINDERS.
 PU2159
 PU2159                          STATION RECOVERY (1951)
 PU2159
 PU2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2159'STATION RECOVERED AS DESCRIBED.  THE MARKS WERE FOUND IN GOOD
 PU2159'CONDITION, AND THE DISTANCES AND THE DIRECTIONS TO THE REFERENCE
 PU2159'MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE ORIGINAL DESCRIPTION
 PU2159'IS ENTIRELY ADEQUATE.
 PU2159
 PU2159                          STATION RECOVERY (1962)
 PU2159
 PU2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2159'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 PU2159'MARK 2 WERE RECOVERED, FOUND TO BE AS DESCRIBED IN 1950 AND IN
 PU2159'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE AZIMUTH
 PU2159'MARK AND REFERENCE MARKS 1 AND 2 WERE CHECKED AND FOUND TO BE
 PU2159'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS.
 PU2159'
 PU2159'THE STATION IS 14 MILES SOUTHWEST OF PLAINVIEW, 6-1/2 MILES
 PU2159'SOUTH-SOUTHEAST OF WHITE OWL, ABOUT 6 MILES NORTHWEST OF THE
 PU2159'CONFLUENCE OF THE BELLE FOURCHE AND CHEYENNE RIVERS, ON THE SUMMIT
 PU2159'OF A NORTHWEST-SOUTHEAST RIDGE AND ALONG THE NORTHEAST SIDE OF A
 PU2159'BLADED ROAD LEADING TO THE RANCH HOUSE OF MR. GLENN SPEARS WHO
 PU2159'RESIDES 0.75 MILE SOUTH OF THE STATION AND OWNS THE PROPERTY
 PU2159'UPON WHICH IT IS SITUATED.
 PU2159'
 PU2159'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT WHITE
 PU2159'OWL, DRIVE EAST ON STATE HIGHWAY 34 FOR 0.9 MILE TO WHERE THE
 PU2159'HIGHWAY CURVES TO THE NORTHEAST AND A GRAVELED ROAD CONTINUES
 PU2159'EAST.  KEEP EAST ON THE GRAVELED ROAD FOR 0.5 MILE TO A
 PU2159'T-INTERSECTION.  TURN RIGHT AND DRIVE SOUTH ON THE GRAVELED
 PU2159'ROAD FOR 2.3 MILES TO A Y-FORK.  KEEP THE RIGHT FORK, PASS OVER
 PU2159'A CATTLE GUARD AND DRIVE WEST AND SOUTH ON THE BLADED DIRT ROAD
 PU2159'FOR 1.75 MILES TO A Y-FORK.  KEEP THE RIGHT FORK AND DRIVE
 PU2159'SOUTH FOR 2.3 MILES TO A GATE IN AN EAST-WEST FNECE AND THE
 PU2159'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE GATE AND
 PU2159'CONTINUE SOUTH AND SOUTHEASTERLY FOR 0.3 MILE TO THE
 PU2159'STATION ON THE LEFT, 0.05 MILE BEFORE REACHING AN OLD SCHOOL
 PU2159'HOUSE.
 PU2159'
 PU2159'ALL OF THE MARKS FOR THIS STATION ARE STANDARD DISKS SET IN THE
 PU2159'TOPS OF CYLINDRICAL CONCRETE MONUMENTS WHICH ARE 12 INCHES IN
 PU2159'DIAMETER.
 PU2159'
 PU2159'THE STATION MARK, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE,
 PU2159'IS STAMPED SPEARS 1950.  IT IS 89 FEET NORTH OF THE CENTER OF THE
 PU2159'BLADED ROAD, 13.5 FEET NORTH OF A WOODEN WITNESS POST AND 0.6
 PU2159'FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 PU2159'
 PU2159'REFERENCE MARK 1, PROJECTING 6 INCHES ABOVE THE GROUND SURFACE, IS
 PU2159'STAMPED SPEARS NO 1 1950.  IT IS ABOUT THE SAME ELEVATION AS
 PU2159'THE STATION MARK.
 PU2159'
 PU2159'REFERENCE MARK 2, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE,
 PU2159'IS STAMPED SPEARS NO 2 1950.  IT IS ABOUT THE SAME ELEVATION AS
 PU2159'THE STATION MARK.
 PU2159'
 PU2159'THE AZIMUTH MARK, STAMPED SPEARS 1950, PROJECTS 8 INCHES ABOVE THE
 PU2159'GROUND SURFACE.  IT IS 46.0 FEET NORTHWEST OF A POWER AND TELEPHONE
 PU2159'POLE, 22.0 FEET WEST OF THE CENTER OF THE BLADED ROAD AND THE GATE,
 PU2159'17.0 FEET WEST OF THE WEST GATE POST, 2.0 FEET SOUTH OF A METAL
 PU2159'WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET SOUTH OF THE
 PU2159'EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0490 ***********************************************************************
 OQ0490  DESIGNATION -  SPENCER
 OQ0490  PID         -  OQ0490
 OQ0490  STATE/COUNTY-  SD/MCCOOK
 OQ0490  COUNTRY     -  US
 OQ0490  USGS QUAD   -  SPENCER (2017)
 OQ0490
 OQ0490                         *CURRENT SURVEY CONTROL
 OQ0490  ______________________________________________________________________
 OQ0490* NAD 83(1996) POSITION- 43 43 25.86737(N) 097 32 42.61307(W)   ADJUSTED
 OQ0490* NAVD 88 ORTHO HEIGHT -   437.299 (meters)     1434.71  (feet) ADJUSTED
 OQ0490  ______________________________________________________________________
 OQ0490  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 OQ0490  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 OQ0490  DYNAMIC HEIGHT  -        437.196 (meters)     1434.37  (feet) COMP
 OQ0490  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 OQ0490
 OQ0490  HORZ ORDER      -  SECOND
 OQ0490  VERT ORDER      -  FIRST     CLASS II
 OQ0490
 OQ0490.The horizontal coordinates were established by classical geodetic methods
 OQ0490.and adjusted by the National Geodetic Survey in January 1998.
 OQ0490
 OQ0490.The orthometric height was determined by differential leveling and
 OQ0490.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0490.in June 1991.
 OQ0490
 OQ0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0490.GEOID18 height accuracy estimate available here.
 OQ0490
 OQ0490.Click photographs - Photos may exist for this station.
 OQ0490
 OQ0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0490
 OQ0490.The dynamic height is computed by dividing the NAVD 88
 OQ0490.geopotential number by the normal gravity value computed on the
 OQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0490.degrees latitude (g = 980.6199 gals.).
 OQ0490
 OQ0490.The modeled gravity was interpolated from observed gravity values.
 OQ0490
 OQ0490. The following values were computed from the NAD 83(1996) position.
 OQ0490
 OQ0490;                    North         East     Units Scale Factor Converg.
 OQ0490;SPC SD S     -   158,245.055   824,599.810   MT  0.99990856   +1 55 24.3
 OQ0490;SPC SD S     -   519,175.65  2,705,374.54   sFT  0.99990856   +1 55 24.3
 OQ0490;UTM  14      - 4,842,230.820   617,179.887   MT  0.99976889   +1 00 20.4
 OQ0490
 OQ0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0490!SPC SD S     -   0.99993550  x   0.99990856  =   0.99984407
 OQ0490!UTM  14      -   0.99993550  x   0.99976889  =   0.99970440
 OQ0490
 OQ0490:                Primary Azimuth Mark                     Grid Az
 OQ0490:SPC SD S     -  OMAHA RESET                              268 03 39.5
 OQ0490:UTM  14      -  OMAHA RESET                              268 58 43.4
 OQ0490
 OQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1717942230(NAD 83)
 OQ0490
 OQ0490|---------------------------------------------------------------------|
 OQ0490| PID    Reference Object                     Distance      Geod. Az  |
 OQ0490|                                                           dddmmss.s |
 OQ0490| OQ0489 SPENCER RM                           24.245 METERS 00821     |
 OQ0490| OQ1177 OMAHA RESET                         APPROX.10.6 KM 2695903.8 |
 OQ0490|---------------------------------------------------------------------|
 OQ0490
 OQ0490                          SUPERSEDED SURVEY CONTROL
 OQ0490
 OQ0490  NAD 83(1995)-  43 43 25.87635(N)    097 32 42.59072(W) AD(       ) 2
 OQ0490  NAD 83(1986)-  43 43 25.87743(N)    097 32 42.58916(W) AD(       ) 2
 OQ0490  NAD 27      -  43 43 25.95200(N)    097 32 41.34800(W) AD(       ) 2
 OQ0490  NGVD 29 (??/??/92)  437.014  (m)         1433.77   (f) ADJ UNCH    1 2
 OQ0490  NGVD 29             437.02   (m)         1433.8    (f) LEVELING    3  
 OQ0490
 OQ0490.Superseded values are not recommended for survey control.
 OQ0490
 OQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0490.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0490
 OQ0490_MARKER: DS = TRIANGULATION STATION DISK
 OQ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0490_STAMPING: SPENCER 1924
 OQ0490_MARK LOGO: CGS
 OQ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0490+STABILITY: SURFACE MOTION
 OQ0490
 OQ0490  HISTORY     - Date     Condition        Report By
 OQ0490  HISTORY     - 1924     MONUMENTED       CGS
 OQ0490  HISTORY     - 1924     GOOD             CGS
 OQ0490  HISTORY     - 1925     GOOD             CGS
 OQ0490  HISTORY     - 1935     GOOD             CGS
 OQ0490  HISTORY     - 1935     GOOD             CGS
 OQ0490
 OQ0490                          STATION DESCRIPTION
 OQ0490
 OQ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0490'STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO ST. PAUL
 OQ0490'MINNEAPOLIS AND OMAHA RAILWAY ABOUT 2 MILES E OF THE VILLAGE OF
 OQ0490'SPENCER.  STATION IS ABOUT 350 YARDS E OF SECOND SECTION-LINE ROAD
 OQ0490'E OF SPENCER, ABOUT 8 YARDS S OF S RAIL AND ABOUT 2-1/2 FEET
 OQ0490'BELOW THE TRACK LEVEL.  THE REFERENCE MARK IS OPPOSITE, JUST
 OQ0490'INSIDE THE FENCE MARKING THE NORTHERN LIMITS OF THE
 OQ0490'RIGHT-OF-WAY.
 OQ0490'
 OQ0490'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OQ0490'CONCRETE.
 OQ0490'
 OQ0490'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.57 METERS.
 OQ0490
 OQ0490                          STATION RECOVERY (1924)
 OQ0490
 OQ0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OQ0490'2.5 MI E FROM SPENCER.
 OQ0490'ABOUT 2-1/2 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0490'AND OMAHA RAILWAY FROM SPENCER, MC COOK COUNTY, ABOUT 0.2 MILE
 OQ0490'EAST OF THE CROSSING OF THE SECOND SECTION-LINE ROAD EAST OF
 OQ0490'THE TOWN, ABOUT 60 YARDS EAST OF A WHISTLE POST, AT A PRIVATE-ROAD
 OQ0490'CROSSING, 30.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 16
 OQ0490'FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 19 FEET NORTH
 OQ0490'OF THE RIGHT-OF-WAY FENCE, AND 9 FEET NORTHEAST OF A POLE.  A
 OQ0490'STANDARD TRIANGULATION-STATION DISK, STAMPED SPENCER 1924 AND
 OQ0490'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CHICAGO, ST. PAUL,
 OQ0490'MINNEAPOLIS AND OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0490
 OQ0490                          STATION RECOVERY (1925)
 OQ0490
 OQ0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 OQ0490'THE STATION WAS RECOVERED WITHOUT DIFFICULTY AS DESCRIBED.  THE
 OQ0490'STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDTION.
 OQ0490'
 OQ0490'THE STATION WAS USED AS AZIMUTH MARK FOR AZIMUTH FROM OMAHA,
 OQ0490'SOUTH DAKOTA.
 OQ0490
 OQ0490                          STATION RECOVERY (1935)
 OQ0490
 OQ0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0490'STATION RECOVERED JUNE 5, 1935 AND FOUND TO BE IN GOOD CONDITION.
 OQ0490'STATION MARK IS 30.5 FEET S OF CENTER LINE OF TRACK, 19 FEET N
 OQ0490'OF S RIGHT-OF-WAY FENCE, 16 FEET E OF PRIVATE-ROAD CROSSING, AND
 OQ0490'9 FEET NE OF A POLE.  PUBLISHED DESCRIPTION IS CORRECT EXCEPT FOR
 OQ0490'MEASUREMENT FROM STATION TO TRACK.  REFERENCE MARK IS 48 FEET N
 OQ0490'OF CENTER LINE OF TRACK, 17 FEET E OF A GATE, 2 FEET S OF N
 OQ0490'RIGHT-OF-WAY FENCE, AND 79.54 FEET N OF STATION.  MARK PROJECTS
 OQ0490'ABOUT 1 INCH ABOVE GROUND.
 OQ0490
 OQ0490                          STATION RECOVERY (1935)
 OQ0490
 OQ0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0489 ***********************************************************************
 OQ0489  DESIGNATION -  SPENCER RM
 OQ0489  PID         -  OQ0489
 OQ0489  STATE/COUNTY-  SD/MCCOOK
 OQ0489  COUNTRY     -  US
 OQ0489  USGS QUAD   -  SPENCER (2017)
 OQ0489
 OQ0489                         *CURRENT SURVEY CONTROL
 OQ0489  ______________________________________________________________________
 OQ0489* NAD 83(1986) POSITION- 43 43 26.64   (N) 097 32 42.46   (W)   HD_HELD1
 OQ0489* NAVD 88 ORTHO HEIGHT -   437.56  (+/-2cm)     1435.6   (feet) VERTCON3
 OQ0489  ______________________________________________________________________
 OQ0489  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 OQ0489  VERT ORDER      -  ? (See Below)
 OQ0489
 OQ0489.The horizontal coordinates were determined by differentially corrected
 OQ0489.hand held GPS observations or other comparable positioning techniques
 OQ0489.and have an estimated accuracy of +/- 3 meters.
 OQ0489
 OQ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0489
 OQ0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0489.GEOID18 height accuracy estimate available here.
 OQ0489
 OQ0489.The vertical order pertains to the NGVD 29 superseded value.
 OQ0489
 OQ0489.Click photographs - Photos may exist for this station.
 OQ0489
 OQ0489;                    North         East    Units  Estimated Accuracy
 OQ0489;SPC SD S     -   158,269.0     824,602.4     MT  (+/- 3 meters HH1 GPS) 
 OQ0489
 OQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1718242254(NAD 83)
 OQ0489
 OQ0489                          SUPERSEDED SURVEY CONTROL
 OQ0489
 OQ0489  NGVD 29 (??/??/92)  437.279  (m)         1434.64   (f) ADJ UNCH       
 OQ0489
 OQ0489.Superseded values are not recommended for survey control.
 OQ0489
 OQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0489.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0489
 OQ0489_MARKER: DR = REFERENCE MARK DISK
 OQ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0489_STAMPING: SPENCER 1924
 OQ0489_MARK LOGO: CGS
 OQ0489_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0489+STABILITY: SURFACE MOTION
 OQ0489
 OQ0489  HISTORY     - Date     Condition        Report By
 OQ0489  HISTORY     - 1924     MONUMENTED       CGS
 OQ0489  HISTORY     - 1935     GOOD             CGS
 OQ0489
 OQ0489                          STATION DESCRIPTION
 OQ0489
 OQ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OQ0489'2.5 MI E FROM SPENCER.
 OQ0489'ABOUT 2-1/2 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0489'AND OMAHA RAILWAY FROM SPENCER, MC COOK COUNTY, ABOUT 0.2 MILE
 OQ0489'EAST OF THE CROSSING OF THE SECOND SECTION-LINE ROAD EAST OF
 OQ0489'THE TOWN, 48 FEET NORTH OF THE CENTER LINE OF THE TRACK, 17
 OQ0489'FEET EAST OF A GATE, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 OQ0489'A STANDARD REFERENCE-MARK DISK, STAMPED SPENCER 1924 AND SET
 OQ0489'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 OQ0489'GROUND.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OQ0489'RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0489
 OQ0489                          STATION RECOVERY (1935)
 OQ0489
 OQ0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1835 ***********************************************************************
 NM1835  DESIGNATION -  SPINK
 NM1835  PID         -  NM1835
 NM1835  STATE/COUNTY-  SD/UNION
 NM1835  COUNTRY     -  US
 NM1835  USGS QUAD   -  RICHLAND (2017)
 NM1835
 NM1835                         *CURRENT SURVEY CONTROL
 NM1835  ______________________________________________________________________
 NM1835* NAD 83(1996) POSITION- 42 50 04.00803(N) 096 41 20.82548(W)   ADJUSTED
 NM1835* NAVD 88 ORTHO HEIGHT -   440.    (meters)     1444.    (feet) SCALED
 NM1835  ______________________________________________________________________
 NM1835  GEOID HEIGHT    -        -25.565 (meters)                     GEOID18
 NM1835  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 NM1835  HORZ ORDER      -  SECOND
 NM1835
 NM1835.The horizontal coordinates were established by classical geodetic methods
 NM1835.and adjusted by the National Geodetic Survey in January 1998.
 NM1835
 NM1835.The orthometric height was scaled from a topographic map.
 NM1835
 NM1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1835.GEOID18 height accuracy estimate available here.
 NM1835
 NM1835.Click photographs - Photos may exist for this station.
 NM1835
 NM1835.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1835
 NM1835. The following values were computed from the NAD 83(1996) position.
 NM1835
 NM1835;                    North         East     Units Scale Factor Converg.
 NM1835;SPC SD S     -    62,205.489   897,853.699   MT  0.99999974   +2 30 50.3
 NM1835;SPC SD S     -   204,085.84  2,945,708.34   sFT  0.99999974   +2 30 50.3
 NM1835;UTM  14      - 4,745,020.848   688,865.024   MT  1.00003885   +1 34 17.7
 NM1835
 NM1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1835!SPC SD S     -   0.99993498  x   0.99999974  =   0.99993472
 NM1835!UTM  14      -   0.99993498  x   1.00003885  =   0.99997383
 NM1835
 NM1835:                Primary Azimuth Mark                     Grid Az
 NM1835:SPC SD S     -  SPINK AZ MK                              067 29 48.9
 NM1835:UTM  14      -  SPINK AZ MK                              068 26 21.5
 NM1835
 NM1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8886545020(NAD 83)
 NM1835
 NM1835|---------------------------------------------------------------------|
 NM1835| PID    Reference Object                     Distance      Geod. Az  |
 NM1835|                                                           dddmmss.s |
 NM1835| CO4595 SPINK AZ MK                                        0700039.2 |
 NM1835| CO4596 SPINK RM 1                           18.093 METERS 08144     |
 NM1835| CO4597 SPINK RM 2                           15.920 METERS 16537     |
 NM1835|---------------------------------------------------------------------|
 NM1835
 NM1835                          SUPERSEDED SURVEY CONTROL
 NM1835
 NM1835  NAD 83(1995)-  42 50 04.00817(N)    096 41 20.82456(W) AD(       ) 2
 NM1835  NAD 83(1986)-  42 50 04.01164(N)    096 41 20.81685(W) AD(       ) 2
 NM1835  NAD 27      -  42 50 04.02500(N)    096 41 19.67400(W) AD(       ) 2
 NM1835
 NM1835.Superseded values are not recommended for survey control.
 NM1835
 NM1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1835.See file dsdata.pdf to determine how the superseded data were derived.
 NM1835
 NM1835_MARKER: DS = TRIANGULATION STATION DISK
 NM1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1835_STAMPING: SPINK 1949
 NM1835_MARK LOGO: CGS
 NM1835_PROJECTION: FLUSH
 NM1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1835+STABILITY: SURFACE MOTION
 NM1835
 NM1835  HISTORY     - Date     Condition        Report By
 NM1835  HISTORY     - 1949     MONUMENTED       CGS
 NM1835
 NM1835                          STATION DESCRIPTION
 NM1835
 NM1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1835'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF
 NM1835'RICHLAND, 7.0 MILES WEST-NORTHWEST OF AKRON IOWA, IN A PASTURE
 NM1835'OWNED BY MR. P.A. ANDERSON.  IT IS ON THE HIGHEST POINT IN
 NM1835'THE VICINITY AND 0.1 MILE WEST OF THE EAST PASTURE FENCE.
 NM1835'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 NM1835'IS STAMPED SPINK 1949.
 NM1835'
 NM1835'REFERENCE MARK NO. 1 EAST-NORTHEAST OF THE STATION.  THE
 NM1835'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 NM1835'IS STAMPED SPINK NO 1 1949.
 NM1835'
 NM1835'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION.  THE
 NM1835'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 NM1835'IS STAMPED SPINK NO 2 1949.
 NM1835'
 NM1835'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHEAST OF THE STATION,
 NM1835'26 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11 FEET SOUTHWEST
 NM1835'OF A POWERLINE POLE AND 3 FEET WEST-SOUTHWEST OF A WITNESS
 NM1835'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1835'SPINK 1949.
 NM1835'
 NM1835'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 NM1835'50 ABOUT 7.0 MILES EAST OF VERMILLION, GO NORTH ON HIGHWAY
 NM1835'77 FOR 4.6 MILES TO CROSSROADS AT CHURCH ON THE RIGHT, TURN
 NM1835'RIGHT (EAST) 6.2 MILES TO CROSSROADS, TURN RIGHT (SOUTH)
 NM1835'FOR 1.0 MILE TO CROSSROADS, TURN RIGHT (WEST) FOR 0.75 MILE
 NM1835'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST 0.35 MILE
 NM1835'TO A POINT WHERE ROAD TURNS RIGHT (NORTH), KEEP STRAIGHT
 NM1835'AHEAD THROUGH GATE INTO PASTURE, TURN LEFT (SOUTH) ALONG
 NM1835'PASTURE FENCE 0.1 MILE TO TOP OF RIDGE, TURN RIGHT (WEST)
 NM1835'0.1 MILE TO HIGHEST POINT AND THE STATION AS DESCRIBED.
 NM1835'
 NM1835'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0617 ***********************************************************************
 PS0617  DESIGNATION -  SPIRE A
 PS0617  PID         -  PS0617
 PS0617  STATE/COUNTY-  SD/HAND
 PS0617  COUNTRY     -  US
 PS0617  USGS QUAD   -  COTTONWOOD LAKE (2017)
 PS0617
 PS0617                         *CURRENT SURVEY CONTROL
 PS0617  ______________________________________________________________________
 PS0617* NAD 83(1996) POSITION- 44 12 15.69843(N) 098 49 19.61441(W)   ADJUSTED
 PS0617  ______________________________________________________________________
 PS0617  GEOID HEIGHT    -        -24.941 (meters)                     GEOID18
 PS0617  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 PS0617  HORZ ORDER      -  THIRD
 PS0617
 PS0617.The horizontal coordinates were established by classical geodetic methods
 PS0617.and adjusted by the National Geodetic Survey in January 1998.
 PS0617
 PS0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0617.GEOID18 height accuracy estimate available here.
 PS0617
 PS0617.Click photographs - Photos may exist for this station.
 PS0617
 PS0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0617
 PS0617. The following values were computed from the NAD 83(1996) position.
 PS0617
 PS0617;                    North         East     Units Scale Factor Converg.
 PS0617;SPC SD N     -    41,914.943   694,149.930   MT  1.00004743   +0 50 01.1
 PS0617;SPC SD N     -   137,515.94  2,277,390.23   sFT  1.00004743   +0 50 01.1
 PS0617;SPC SD S     -   208,959.855   720,780.647   MT  0.99995915   +1 02 33.1
 PS0617;SPC SD S     -   685,562.46  2,364,761.17   sFT  0.99995915   +1 02 33.1
 PS0617;UTM  14      - 4,894,586.521   514,212.720   MT  0.99960248   +0 07 26.5
 PS0617
 PS0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP1421294586(NAD 83)
 PS0617
 PS0617                          SUPERSEDED SURVEY CONTROL
 PS0617
 PS0617  NAD 83(1986)-  44 12 15.69608(N)    098 49 19.62290(W) AD(       ) 3
 PS0617  NAD 27      -  44 12 15.74000(N)    098 49 18.26700(W) AD(       ) 3
 PS0617
 PS0617.Superseded values are not recommended for survey control.
 PS0617
 PS0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0617.See file dsdata.pdf to determine how the superseded data were derived.
 PS0617
 PS0617_MARKER: 90 = CHURCH SPIRE
 PS0617
 PS0617  HISTORY     - Date     Condition        Report By
 PS0617  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0617
 PS0617                          STATION DESCRIPTION
 PS0617
 PS0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0617'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF A WHITE
 PS0617'COUNTRY CHURCH (FRAME BUILDING) APPROXIMATELY 3.5 MILES W
 PS0617'AND 2 MILES S OF STATION BATES.  THIS CHURCH IS ON LINE WITH
 PS0617'STATION EDEN.
 PS0617'
 PS0617'STATION WAS OBSERVED UPON FROM BATES, DANFORTH, EDEN, HARMONY,
 PS0617'AND ROSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0898 ***********************************************************************
 OR0898  DESIGNATION -  SPIRE C
 OR0898  PID         -  OR0898
 OR0898  STATE/COUNTY-  SD/GREGORY
 OR0898  COUNTRY     -  US
 OR0898  USGS QUAD   -  CARLOCK (2017)
 OR0898
 OR0898                         *CURRENT SURVEY CONTROL
 OR0898  ______________________________________________________________________
 OR0898* NAD 83(1996) POSITION- 43 03 36.58834(N) 099 28 31.59042(W)   ADJUSTED
 OR0898  ______________________________________________________________________
 OR0898  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 OR0898  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 OR0898  HORZ ORDER      -  THIRD
 OR0898
 OR0898.The horizontal coordinates were established by classical geodetic methods
 OR0898.and adjusted by the National Geodetic Survey in January 1998.
 OR0898
 OR0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0898.GEOID18 height accuracy estimate available here.
 OR0898
 OR0898.Click photographs - Photos may exist for this station.
 OR0898
 OR0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0898
 OR0898. The following values were computed from the NAD 83(1996) position.
 OR0898
 OR0898;                    North         East     Units Scale Factor Converg.
 OR0898;SPC SD S     -    81,105.528   669,880.561   MT  0.99995402   +0 35 30.5
 OR0898;SPC SD S     -   266,093.72  2,197,766.47   sFT  0.99995402   +0 35 30.5
 OR0898;UTM  14      - 4,767,605.550   461,285.324   MT  0.99961844   -0 19 28.6
 OR0898
 OR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6128567605(NAD 83)
 OR0898
 OR0898                          SUPERSEDED SURVEY CONTROL
 OR0898
 OR0898  NAD 83(1995)-  43 03 36.58812(N)    099 28 31.59051(W) AD(       ) 3
 OR0898  NAD 83(1986)-  43 03 36.59565(N)    099 28 31.59713(W) AD(       ) 3
 OR0898  NAD 27      -  43 03 36.59000(N)    099 28 30.20000(W) AD(       ) 3
 OR0898
 OR0898.Superseded values are not recommended for survey control.
 OR0898
 OR0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0898.See file dsdata.pdf to determine how the superseded data were derived.
 OR0898
 OR0898_MARKER: 90 = CHURCH SPIRE
 OR0898
 OR0898  HISTORY     - Date     Condition        Report By
 OR0898  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0898
 OR0898                          STATION DESCRIPTION
 OR0898
 OR0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0898'POINT OBSERVED UPON WAS TIP OF SPIRE ON METHODIST CHURCH, 11
 OR0898'MILES SOUTHWEST OF TRIANGULATION STATION DICKENS.  BUILT IN
 OR0898'1911.  APPROXIMATELY 25 FEET HIGH.  OBJECT WAS OBSERVED FROM
 OR0898'DICKENS AND MILLS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1190 ***********************************************************************
 PT1190  DESIGNATION -  SPOT
 PT1190  PID         -  PT1190
 PT1190  STATE/COUNTY-  SD/ZIEBACH
 PT1190  COUNTRY     -  US
 PT1190  USGS QUAD   -  RATTLESNAKE LAKE SW (2017)
 PT1190
 PT1190                         *CURRENT SURVEY CONTROL
 PT1190  ______________________________________________________________________
 PT1190* NAD 83(1996) POSITION- 44 36 59.07538(N) 101 44 50.08188(W)   ADJUSTED
 PT1190* NAVD 88 ORTHO HEIGHT -   728.09  (+/-2cm)     2388.7   (feet) VERTCON3
 PT1190  ______________________________________________________________________
 PT1190  GEOID HEIGHT    -        -20.706 (meters)                     GEOID18
 PT1190  LAPLACE CORR    -         -7.66  (seconds)                    DEFLEC18
 PT1190  HORZ ORDER      -  SECOND
 PT1190  VERT ORDER      -  THIRD ? (See Below)
 PT1190
 PT1190.The horizontal coordinates were established by classical geodetic methods
 PT1190.and adjusted by the National Geodetic Survey in January 1998.
 PT1190
 PT1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1190
 PT1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1190.GEOID18 height accuracy estimate available here.
 PT1190
 PT1190.The vertical order pertains to the NGVD 29 superseded value.
 PT1190
 PT1190.Click photographs - Photos may exist for this station.
 PT1190
 PT1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1190
 PT1190. The following values were computed from the NAD 83(1996) position.
 PT1190
 PT1190;                    North         East     Units Scale Factor Converg.
 PT1190;SPC SD N     -    88,513.607   461,334.395   MT  0.99996773   -1 14 11.7
 PT1190;SPC SD N     -   290,398.39  1,513,561.26   sFT  0.99996773   -1 14 11.7
 PT1190;SPC SD S     -   254,603.492   487,775.015   MT  1.00005891   -0 58 31.4
 PT1190;SPC SD S     -   835,311.62  1,600,308.53   sFT  1.00005891   -0 58 31.4
 PT1190;UTM  14      - 4,944,011.470   282,033.989   MT  1.00018427   -1 55 49.1
 PT1190
 PT1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1190!SPC SD N     -   0.99988910  x   0.99996773  =   0.99985683
 PT1190!SPC SD S     -   0.99988910  x   1.00005891  =   0.99994800
 PT1190!UTM  14      -   0.99988910  x   1.00018427  =   1.00007335
 PT1190
 PT1190:                Primary Azimuth Mark                     Grid Az
 PT1190:SPC SD N     -  SPOT AZ MK                               309 19 33.7
 PT1190:SPC SD S     -  SPOT AZ MK                               309 03 53.4
 PT1190:UTM  14      -  SPOT AZ MK                               310 01 11.1
 PT1190
 PT1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8203344011(NAD 83)
 PT1190
 PT1190|---------------------------------------------------------------------|
 PT1190| PID    Reference Object                     Distance      Geod. Az  |
 PT1190|                                                           dddmmss.s |
 PT1190| CQ4107 SPOT RM 1                            20.895 METERS 15712     |
 PT1190| CQ4108 SPOT RM 2                            15.538 METERS 26225     |
 PT1190| CQ4106 SPOT AZ MK                                         3080522.0 |
 PT1190|---------------------------------------------------------------------|
 PT1190
 PT1190                          SUPERSEDED SURVEY CONTROL
 PT1190
 PT1190  NAD 83(1986)-  44 36 59.06749(N)    101 44 50.08238(W) AD(       ) 2
 PT1190  NAD 27      -  44 36 59.11700(N)    101 44 48.54000(W) AD(       ) 2
 PT1190  NGVD 29             727.65   (m)         2387.3    (f) LEVELING    3  
 PT1190
 PT1190.Superseded values are not recommended for survey control.
 PT1190
 PT1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1190.See file dsdata.pdf to determine how the superseded data were derived.
 PT1190
 PT1190_MARKER: DS = TRIANGULATION STATION DISK
 PT1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1190_STAMPING: SPOT 1950
 PT1190_MARK LOGO: CGS
 PT1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1190+STABILITY: SURFACE MOTION
 PT1190
 PT1190  HISTORY     - Date     Condition        Report By
 PT1190  HISTORY     - 1950     MONUMENTED       CGS
 PT1190  HISTORY     - 1952     GOOD             CGS
 PT1190
 PT1190                          STATION DESCRIPTION
 PT1190
 PT1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1190'STATION IS LOCATED ON A ROLLING HILL, ABOUT 15 MILES EAST
 PT1190'OF HOWES POST OFFICE, ABOUT 3 MILES NORTH OF THE CHEYENNE
 PT1190'RIVER, 125 FEET SOUTHWEST OF CENTER OF TRACK ROAD, 5 FEET SOUTHEAST
 PT1190'OF A WITNESS POST, AND ON THE CHEYENNE RIVER INDIAN RESERVATION.
 PT1190'
 PT1190'TO REACH FROM HOWES POST OFFICE, GO NORTH ON STATE HIGHWAY
 PT1190'73 FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 PT1190'EAST THROUGH WIRE GATE ON DIRT ROAD FOR 2.8 MILES TO A CATTLE
 PT1190'GUARD.  CONTINUE EAST FOR 4.8 MILES TO A FORK.  BEAR RIGHT AND
 PT1190'GO SOUTHEAST FOR 7.65 MILES TO A GATE.  CONTINUE ON MAIN
 PT1190'DIRT ROAD FOR 3.85 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE
 PT1190'FOR 0.75 MILES TO STATION ON RIGHT.
 PT1190'
 PT1190'STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED SPOT
 PT1190'1950.
 PT1190'
 PT1190'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PT1190'SPOT NO 1 1950.
 PT1190'
 PT1190'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PT1190'SPOT NO 2 1950.
 PT1190'
 PT1190'AZIMUTH MARK IS 40 FEET SOUTHWEST OF CENTER OF TRACK ROAD AND
 PT1190'2 FEET SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 PT1190'AND THE DISK IS STAMPED SPOT 1950.
 PT1190'
 PT1190'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PT1190'CYLINDERS.
 PT1190'
 PT1190'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 PT1190
 PT1190                          STATION RECOVERY (1952)
 PT1190
 PT1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1190'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 PT1190'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 PT1190'
 PT1190'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1454 ***********************************************************************
 PU1454  DESIGNATION -  SPRING
 PU1454  PID         -  PU1454
 PU1454  STATE/COUNTY-  SD/MEADE
 PU1454  COUNTRY     -  US
 PU1454  USGS QUAD   -  STURGIS (2017)
 PU1454
 PU1454                         *CURRENT SURVEY CONTROL
 PU1454  ______________________________________________________________________
 PU1454* NAD 83(1986) POSITION- 44 27 54.     (N) 103 30 30.     (W)   SCALED
 PU1454* NAVD 88 ORTHO HEIGHT -   985.108 (meters)     3231.98  (feet) ADJUSTED
 PU1454  ______________________________________________________________________
 PU1454  GEOID HEIGHT    -        -15.544 (meters)                     GEOID18
 PU1454  DYNAMIC HEIGHT  -        984.804 (meters)     3230.98  (feet) COMP
 PU1454  MODELED GRAVITY -    980,275.0   (mgal)                       NAVD 88
 PU1454
 PU1454  VERT ORDER      -  SECOND    CLASS 0
 PU1454
 PU1454.The horizontal coordinates were scaled from a map and have
 PU1454.an estimated accuracy of +/- 6 seconds.
 PU1454
 PU1454.The orthometric height was determined by differential leveling and
 PU1454.adjusted by the NATIONAL GEODETIC SURVEY
 PU1454.in June 1991.
 PU1454
 PU1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1454.GEOID18 height accuracy estimate available here.
 PU1454
 PU1454.Click photographs - Photos may exist for this station.
 PU1454
 PU1454.The dynamic height is computed by dividing the NAVD 88
 PU1454.geopotential number by the normal gravity value computed on the
 PU1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1454.degrees latitude (g = 980.6199 gals.).
 PU1454
 PU1454.The modeled gravity was interpolated from observed gravity values.
 PU1454
 PU1454;                    North         East    Units  Estimated Accuracy
 PU1454;SPC SD N     -    76,240.      320,910.      MT  (+/- 180 meters Scaled)
 PU1454
 PU1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK186246(NAD 83)
 PU1454
 PU1454                          SUPERSEDED SURVEY CONTROL
 PU1454
 PU1454  NGVD 29 (??/??/92)  984.596  (m)         3230.30   (f) ADJ UNCH    2 0
 PU1454
 PU1454.Superseded values are not recommended for survey control.
 PU1454
 PU1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1454.See file dsdata.pdf to determine how the superseded data were derived.
 PU1454
 PU1454_MARKER: DS = TRIANGULATION STATION DISK
 PU1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1454_STAMPING: SPRING 1962
 PU1454_MARK LOGO: CGS
 PU1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1454+STABILITY: SURFACE MOTION
 PU1454
 PU1454  HISTORY     - Date     Condition        Report By
 PU1454  HISTORY     - 1962     MONUMENTED       CGS
 PU1454
 PU1454                          STATION DESCRIPTION
 PU1454
 PU1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1454'5.6 MI N FROM STURGIS.
 PU1454'4.3 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1454'THENCE 1.0 MILE WEST AND 0.35 MILES NORTH ALONG A ROAD, AT THE
 PU1454'SUMMIT OF A SMALL HILL, 45 FEET EAST OF THE CENTER LINE OF THE
 PU1454'ROAD, 33.3 FEET WEST OF REFERENCE MARK 1, 28.7 FEET NORTH OF
 PU1454'REFERENCE MARK 2, 2.4 FEET EAST OF A FENCE, 5.5 FEET NORTH OF A
 PU1454'WITNESS POST, ABOUT 10 FEET HIGHER THAN THE ROAD AND IN THE TOP
 PU1454'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0728 ***********************************************************************
 PS0728  DESIGNATION -  SPRING
 PS0728  PID         -  PS0728
 PS0728  STATE/COUNTY-  SD/HYDE
 PS0728  COUNTRY     -  US
 PS0728  USGS QUAD   -  THOMAS LAKE (2017)
 PS0728
 PS0728                         *CURRENT SURVEY CONTROL
 PS0728  ______________________________________________________________________
 PS0728* NAD 83(1996) POSITION- 44 47 02.01319(N) 099 35 34.81145(W)   ADJUSTED
 PS0728* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PS0728  ______________________________________________________________________
 PS0728  GEOID HEIGHT    -        -22.908 (meters)                     GEOID18
 PS0728  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 PS0728  HORZ ORDER      -  THIRD
 PS0728
 PS0728.The horizontal coordinates were established by classical geodetic methods
 PS0728.and adjusted by the National Geodetic Survey in January 1998.
 PS0728
 PS0728.The orthometric height was scaled from a topographic map.
 PS0728
 PS0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0728.GEOID18 height accuracy estimate available here.
 PS0728
 PS0728.Click photographs - Photos may exist for this station.
 PS0728
 PS0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0728
 PS0728. The following values were computed from the NAD 83(1996) position.
 PS0728
 PS0728;                    North         East     Units Scale Factor Converg.
 PS0728;SPC SD N     -   105,709.023   632,209.065   MT  0.99994994   +0 17 17.0
 PS0728;SPC SD N     -   346,813.69  2,074,172.57   sFT  0.99994994   +0 17 17.0
 PS0728;UTM  14      - 4,959,115.078   453,086.913   MT  0.99962706   -0 25 03.9
 PS0728
 PS0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0728!SPC SD N     -   0.99991512  x   0.99994994  =   0.99986506
 PS0728!UTM  14      -   0.99991512  x   0.99962706  =   0.99954221
 PS0728
 PS0728:                Primary Azimuth Mark                     Grid Az
 PS0728:SPC SD N     -  SPRING AZ MK                             136 24 03.5
 PS0728:UTM  14      -  SPRING AZ MK                             137 06 24.4
 PS0728
 PS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5308659115(NAD 83)
 PS0728
 PS0728|---------------------------------------------------------------------|
 PS0728| PID    Reference Object                     Distance      Geod. Az  |
 PS0728|                                                           dddmmss.s |
 PS0728| CQ5698 SPRING RM 1                          16.465 METERS 00400     |
 PS0728| CQ5697 SPRING AZ MK                                       1364120.5 |
 PS0728| CQ5699 SPRING RM 2                          17.190 METERS 17523     |
 PS0728|---------------------------------------------------------------------|
 PS0728
 PS0728                          SUPERSEDED SURVEY CONTROL
 PS0728
 PS0728  NAD 83(1986)-  44 47 02.00910(N)    099 35 34.81865(W) AD(       ) 3
 PS0728  NAD 27      -  44 47 02.07300(N)    099 35 33.40300(W) AD(       ) 3
 PS0728
 PS0728.Superseded values are not recommended for survey control.
 PS0728
 PS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0728.See file dsdata.pdf to determine how the superseded data were derived.
 PS0728
 PS0728_MARKER: DS = TRIANGULATION STATION DISK
 PS0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0728_STAMPING: SPRING 1951
 PS0728_MARK LOGO: CGS
 PS0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0728+STABILITY: SURFACE MOTION
 PS0728
 PS0728  HISTORY     - Date     Condition        Report By
 PS0728  HISTORY     - 1951     MONUMENTED       CGS
 PS0728  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PS0728
 PS0728                          STATION DESCRIPTION
 PS0728
 PS0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0728'THE STATION IS LOCATED ABOUT 16-1/2 MILES NORTH OF THE SMALL
 PS0728'VILLAGE OF HOLABIRD ON THE WEST SIDE OF A SECTION LINE ROAD.  IT
 PS0728'IS 39 FEET WEST OF THE CENTERLINE OF A ROAD, 11 FEET SOUTH OF
 PS0728'A POWER LINE POLE WITH A TRIANGLE BLAZE, 6.6 FEET WEST OF A
 PS0728'RIGHT-OF-WAY FENCELINE AND 6.6 FEET WEST OF A WHITE WITNESS
 PS0728'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 PS0728'SPRING 1951.
 PS0728'
 PS0728'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE CENTERLINE OF A ROAD
 PS0728'AND 3 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 PS0728'ABOUT 4 INCHES AND THE DISK IS STAMPED SPRING NO 1 1951.
 PS0728'
 PS0728'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE CENTERLINE OF A DIRT
 PS0728'ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY OF A FENCELINE.  THE MARK
 PS0728'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SPRING NO 2 1951.
 PS0728'
 PS0728'AZIMUTH MARK IS 43 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 PS0728'2.6 FEET WEST OF A WHITE WITNESS POST, AND 1 FOOT SOUTH OF A
 PS0728'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PS0728'IS STAMPED SPRING 1951.
 PS0728'
 PS0728'TO REACH THE STATION FROM THE POST OFFICE IN HOLABIRD, GO WEST ON
 PS0728'U.S. HIGHWAY 14 FOR 0.25 MILE TO A CROSSROADS.  TURN RIGHT (NORTH)
 PS0728'AND GO 1.35 MILES.  TURN LEFT (WEST) 0.6 MILE.  TURN RIGHT
 PS0728'(NORTH) AND FOLLOW MAIN GRAVEL ROAD FOR 16.25 MILES TO A
 PS0728'CROSSROADS.  TURN RIGHT (EAST) AND GO 1.0 MILE TO CROSSROADS
 PS0728'AND SCHOOL HOUSE IN NORTHWEST ANGLE.  (TO REACH THE AZIMUTH MARK
 PS0728'FROM THIS POINT CONTINUE EAST FOR 0.25 MILE TO MARK ON NORTH
 PS0728'SIDE OF ROAD AS DESCRIBED.) TURN LEFT (NORTH) AND GO 0.3 MILE
 PS0728'TO STATION ON WEST SIDE OF ROAD AS DESCRIBED.
 PS0728'
 PS0728'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0728
 PS0728                          STATION RECOVERY (1974)
 PS0728
 PS0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 PS0728'NOT FOUND.  ROAD WIDENED, MARKS PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0416 ***********************************************************************
 QQ0416  DESIGNATION -  SPRING
 QQ0416  PID         -  QQ0416
 QQ0416  STATE/COUNTY-  SD/DAY
 QQ0416  COUNTRY     -  US
 QQ0416  USGS QUAD   -  ENEMY SWIM LAKE WEST (2017)
 QQ0416
 QQ0416                         *CURRENT SURVEY CONTROL
 QQ0416  ______________________________________________________________________
 QQ0416* NAD 83(1996) POSITION- 45 24 27.98964(N) 097 21 02.96603(W)   ADJUSTED
 QQ0416* NAVD 88 ORTHO HEIGHT -   557.    (meters)     1827.    (feet) SCALED
 QQ0416  ______________________________________________________________________
 QQ0416  GEOID HEIGHT    -        -25.116 (meters)                     GEOID18
 QQ0416  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 QQ0416  HORZ ORDER      -  SECOND
 QQ0416
 QQ0416.The horizontal coordinates were established by classical geodetic methods
 QQ0416.and adjusted by the National Geodetic Survey in January 1998.
 QQ0416
 QQ0416.The orthometric height was scaled from a topographic map.
 QQ0416
 QQ0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0416.GEOID18 height accuracy estimate available here.
 QQ0416
 QQ0416.Click photographs - Photos may exist for this station.
 QQ0416
 QQ0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0416
 QQ0416. The following values were computed from the NAD 83(1996) position.
 QQ0416
 QQ0416;                    North         East     Units Scale Factor Converg.
 QQ0416;SPC SD N     -   178,351.387   807,346.608   MT  0.99995845   +1 52 29.7
 QQ0416;SPC SD N     -   585,141.18  2,648,769.66   sFT  0.99995845   +1 52 29.7
 QQ0416;UTM  14      - 5,029,573.472   629,054.805   MT  0.99980478   +1 10 28.5
 QQ0416
 QQ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0416!SPC SD N     -   0.99991658  x   0.99995845  =   0.99987503
 QQ0416!UTM  14      -   0.99991658  x   0.99980478  =   0.99972137
 QQ0416
 QQ0416:                Primary Azimuth Mark                     Grid Az
 QQ0416:SPC SD N     -  SPRING AZ MK                             107 17 37.3
 QQ0416:UTM  14      -  SPRING AZ MK                             107 59 38.5
 QQ0416
 QQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR2905429573(NAD 83)
 QQ0416
 QQ0416|---------------------------------------------------------------------|
 QQ0416| PID    Reference Object                     Distance      Geod. Az  |
 QQ0416|                                                           dddmmss.s |
 QQ0416| QQ0415 WAUBAY NATL WILDLIFE REF TWR        APPROX. 2.6 KM 0404848.9 |
 QQ0416| CQ5700 SPRING AZ MK                                       1091007.0 |
 QQ0416| CQ5701 SPRING RM 1                           9.091 METERS 12452     |
 QQ0416| QQ0420 WAUBAY MUNICIPAL WATER TANK         APPROX. 8.9 KM 1553507.2 |
 QQ0416| CQ5702 SPRING RM 2                           6.745 METERS 30916     |
 QQ0416|---------------------------------------------------------------------|
 QQ0416
 QQ0416                          SUPERSEDED SURVEY CONTROL
 QQ0416
 QQ0416  NAD 83(1986)-  45 24 27.98934(N)    097 21 02.95287(W) AD(       ) 2
 QQ0416  NAD 27      -  45 24 28.14000(N)    097 21 01.63719(W) AD(       ) 2
 QQ0416
 QQ0416.Superseded values are not recommended for survey control.
 QQ0416
 QQ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0416.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0416
 QQ0416_MARKER: DS = TRIANGULATION STATION DISK
 QQ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0416_STAMPING: SPRING 1952
 QQ0416_MARK LOGO: CGS
 QQ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0416+STABILITY: SURFACE MOTION
 QQ0416
 QQ0416  HISTORY     - Date     Condition        Report By
 QQ0416  HISTORY     - 1952     MONUMENTED       CGS
 QQ0416
 QQ0416                          STATION DESCRIPTION
 QQ0416
 QQ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0416'THE STATION IS ABOUT 4-1/2 MILES NORTH AND 2 MILES WEST OF WAUBAY,
 QQ0416'4 MILES SOUTH AND 2 MILES EAST OF GRENVILLE AND ABOUT 1/4 MILE WEST
 QQ0416'OF SPRING LAKE.  IT IS 31 FEET NORTHEAST OF THE CENTER OF A
 QQ0416'GRAVELED ROAD AND 7 FEET SOUTHWEST OF A FENCE AND 25 FEET EAST
 QQ0416'OF A TELEPHONE POLE.
 QQ0416'
 QQ0416'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 QQ0416'U.S. HIGHWAY 12 AT THE NORTH EDGE OF WAUBAY, GO WEST ON THE HIGHWAY,
 QQ0416'0.85 MILE TO A SIDE ROAD AT THE NORTHWEST EDGE OF A LAKE,
 QQ0416'TURN RIGHT AND GO NORTH 4.2 MILES TO A T-JUNCTION, TURN LEFT AND
 QQ0416'GO WEST ON THE MAIN ROAD FOR 1.0 MILE TO A CROSSROADS, TURN RIGHT
 QQ0416'AND GO NORTH AND NORTHWEST FOR 0.55 MILE TO THE AZIMUTH MARK ON
 QQ0416'THE RIGHT, CONTINUE NORTHWEST FOR 0.3 MILE TO THE STATION ON
 QQ0416'THE RIGHT.
 QQ0416'
 QQ0416'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SPRING
 QQ0416'1952.
 QQ0416'
 QQ0416'REFERENCE MARK 1 IS 35 FEET NORTHEAST OF THE CENTER OF THE ROAD
 QQ0416'AND 3 FEET SOUTHWEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND
 QQ0416'THE DISK IS STAMPED SPRING NO 1 1952.
 QQ0416'
 QQ0416'REFERENCE MARK 2 30 FEET NORTHEAST OF THE CENTER OF THE ROAD, 8
 QQ0416'FEET SOUTHWEST OF THE FENCE AND 3 FEET EAST OF A TELEPHONE
 QQ0416'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SPRING
 QQ0416'NO 2 1952.
 QQ0416'
 QQ0416'THE AZIMUTH MARK IS 29 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 QQ0416'3 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT
 QQ0416'SOUTHWEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QQ0416'IS STAMPED SPRING 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0715 ***********************************************************************
 QS0715  DESIGNATION -  SPRING
 QS0715  PID         -  QS0715
 QS0715  STATE/COUNTY-  SD/CAMPBELL
 QS0715  COUNTRY     -  US
 QS0715  USGS QUAD   -  POLLOCK SE (2017)
 QS0715
 QS0715                         *CURRENT SURVEY CONTROL
 QS0715  ______________________________________________________________________
 QS0715* NAD 83(1996) POSITION- 45 50 05.87936(N) 100 21 04.13418(W)   ADJUSTED
 QS0715* NAVD 88 ORTHO HEIGHT -   597.    (meters)     1959.    (feet) SCALED
 QS0715  ______________________________________________________________________
 QS0715  GEOID HEIGHT    -        -21.832 (meters)                     GEOID18
 QS0715  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 QS0715  HORZ ORDER      -  SECOND
 QS0715
 QS0715.The horizontal coordinates were established by classical geodetic methods
 QS0715.and adjusted by the National Geodetic Survey in January 1998.
 QS0715
 QS0715.The orthometric height was scaled from a topographic map.
 QS0715
 QS0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0715.GEOID18 height accuracy estimate available here.
 QS0715
 QS0715.Click photographs - Photos may exist for this station.
 QS0715
 QS0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0715
 QS0715. The following values were computed from the NAD 83(1996) position.
 QS0715
 QS0715;                    North         East     Units Scale Factor Converg.
 QS0715;SPC SD N     -   222,497.011   572,717.322   MT  1.00003280   -0 14 54.7
 QS0715;SPC SD N     -   729,975.61  1,878,990.08   sFT  1.00003280   -0 14 54.7
 QS0715;UTM  14      - 5,076,599.018   395,067.113   MT  0.99973537   -0 58 09.5
 QS0715
 QS0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0715!SPC SD N     -   0.99990978  x   1.00003280  =   0.99994258
 QS0715!UTM  14      -   0.99990978  x   0.99973537  =   0.99964517
 QS0715
 QS0715:                Primary Azimuth Mark                     Grid Az
 QS0715:SPC SD N     -  SPRING AZ MK                             128 15 16.6
 QS0715:UTM  14      -  SPRING AZ MK                             128 58 31.4
 QS0715
 QS0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9506776599(NAD 83)
 QS0715
 QS0715|---------------------------------------------------------------------|
 QS0715| PID    Reference Object                     Distance      Geod. Az  |
 QS0715|                                                           dddmmss.s |
 QS0715| CQ5695 SPRING RM 1                          16.474 METERS 02001     |
 QS0715| CQ5696 SPRING RM 2                          15.484 METERS 11516     |
 QS0715| CQ5694 SPRING AZ MK                                       1280021.9 |
 QS0715|---------------------------------------------------------------------|
 QS0715
 QS0715                          SUPERSEDED SURVEY CONTROL
 QS0715
 QS0715  NAD 83(1986)-  45 50 05.86915(N)    100 21 04.12957(W) AD(       ) 2
 QS0715  NAD 27      -  45 50 05.87600(N)    100 21 02.67600(W) AD(       ) 2
 QS0715
 QS0715.Superseded values are not recommended for survey control.
 QS0715
 QS0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0715.See file dsdata.pdf to determine how the superseded data were derived.
 QS0715
 QS0715_MARKER: DS = TRIANGULATION STATION DISK
 QS0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0715_STAMPING: SPRING 1948
 QS0715_MARK LOGO: CGS
 QS0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0715+STABILITY: SURFACE MOTION
 QS0715
 QS0715  HISTORY     - Date     Condition        Report By
 QS0715  HISTORY     - 1948     MONUMENTED       CGS
 QS0715
 QS0715                          STATION DESCRIPTION
 QS0715
 QS0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0715'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF MOUND CITY,
 QS0715'6.25 MILES SOUTHWEST OF POLLOCK, 1 MILE EAST OF THE MISSOURI
 QS0715'RIVER, ON THE EXTREME NORTHWEST POINT OF THE FIRST RIDGE
 QS0715'SOUTH OF SPRING CREEK.  IT IS ON THE HORSESHOE RANCH, MANAGED
 QS0715'BY MR. W.J. FOXLEY.
 QS0715'
 QS0715'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND SOUTH DAKOTA
 QS0715'STATE HIGHWAY 10, WHICH IS 3 MILES NORTH OF MOUND CITY, TURN
 QS0715'LEFT AND GO WEST ON GRAVELED ROAD 9 MILES TO CROSSROADS.
 QS0715'CONTINUE WEST ON TRACK ROAD 1 MILE TO A T-INTERSECTION, TURN
 QS0715'RIGHT AND GO NORTH 3 MILES TO CROSSROADS, TURN LEFT AND GO
 QS0715'WEST 1.45 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO NORTH
 QS0715'0.5 MILE TO A T-ROAD LEFT, TURN LEFT AND GO WEST-NORTHWEST
 QS0715'ALONG SOUTHERN EDGE OF FIELD 0.7 MILE TO A T-ROAD RIGHT, TURN
 QS0715'RIGHT ON TRACK ROAD BETWEEN TWO CULTIVATED FIELDS AND GO
 QS0715'0.15 MILE TO A T-ROAD LEFT, TURN LEFT AND GO WEST 0.4 MILE
 QS0715'TO ABANDONED FARM BUILDINGS.  CONTINUE WEST-NORTHWEST ALONG
 QS0715'WESTERN EDGE OF CULTIVATED FIELD 0.25 MILE TO AZIMUTH MARK
 QS0715'ON LEFT.  CONTINUE NORTH 0.5 MILES TO GATE, PASS THROUGH
 QS0715'GATE AND GO WEST-NORTHWEST ON TRACK ROAD 1.25 MILES TO
 QS0715'STATION.
 QS0715'
 QS0715'THE STATION IS ON THE EXTREME NORTHWEST POINT OF THE FIRST
 QS0715'RIDGE SOUTH OF SPRING CREEK, 9 FEET NORTHEAST OF A WHITE WITNESS
 QS0715'POST.  THE STATION MARK IS A STANDARD STATION MARK DISK SET
 QS0715'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 QS0715'6 INCHES, AND THE DISK IS STAMPED SPRING 1948.
 QS0715'
 QS0715'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 QS0715'IN THE TOP OF A 12-INCH CONCRETE POST.  THE MARK PROJECTS
 QS0715'6 INCHES, AND THE DISK IS STAMPED SPRING NO 1 1948.
 QS0715'
 QS0715'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 QS0715'IN THE TOP OF A 12-INCH CONCRETE POST.  THE MARK PROJECTS
 QS0715'6 INCHES, AND THE DISK IS STAMPED SPRING NO 2 1948.
 QS0715'
 QS0715'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE NORTHWEST FENCE CORNER
 QS0715'OF A CULTIVATED FIELD, 6 FEET WEST OF THE CENTERLINE OF A TRACK
 QS0715'ROAD, 2 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT EAST OF
 QS0715'NORTH AND SOUTH FENCE LINE.  IT IS A STANDARD AZIMUTH MARK
 QS0715'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST. THE
 QS0715'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED SPRING 1948.
 QS0715'
 QS0715'A 4-FOOT STAND WILL SEE STATIONS KENEL 1934, KEN AND POLLOCK 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0956 ***********************************************************************
 PR0956  DESIGNATION -  SPRING
 PR0956  PID         -  PR0956
 PR0956  STATE/COUNTY-  SD/MOODY
 PR0956  COUNTRY     -  US
 PR0956  USGS QUAD   -  FLANDREAU SW (2017)
 PR0956
 PR0956                         *CURRENT SURVEY CONTROL
 PR0956  ______________________________________________________________________
 PR0956* NAD 83(1996) POSITION- 44 05 16.88360(N) 096 40 09.58239(W)   ADJUSTED
 PR0956* NAVD 88 ORTHO HEIGHT -   502.    (meters)     1647.    (feet) SCALED
 PR0956  ______________________________________________________________________
 PR0956  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 PR0956  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 PR0956  HORZ ORDER      -  SECOND
 PR0956
 PR0956.The horizontal coordinates were established by classical geodetic methods
 PR0956.and adjusted by the National Geodetic Survey in January 1998.
 PR0956
 PR0956.The orthometric height was scaled from a topographic map.
 PR0956
 PR0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0956.GEOID18 height accuracy estimate available here.
 PR0956
 PR0956.Click photographs - Photos may exist for this station.
 PR0956
 PR0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0956
 PR0956. The following values were computed from the NAD 83(1996) position.
 PR0956
 PR0956;                    North         East     Units Scale Factor Converg.
 PR0956;SPC SD S     -   201,405.994   893,328.415   MT  0.99994043   +2 31 39.4
 PR0956;SPC SD S     -   660,779.50  2,930,861.64   sFT  0.99994043   +2 31 39.4
 PR0956;UTM  14      - 4,884,290.582   686,584.757   MT  1.00002819   +1 37 19.4
 PR0956
 PR0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0956!SPC SD S     -   0.99992531  x   0.99994043  =   0.99986575
 PR0956!UTM  14      -   0.99992531  x   1.00002819  =   0.99995350
 PR0956
 PR0956:                Primary Azimuth Mark                     Grid Az
 PR0956:SPC SD S     -  SPRING AZ MK                             359 59 07.8
 PR0956:UTM  14      -  SPRING AZ MK                             000 53 27.8
 PR0956
 PR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8658484290(NAD 83)
 PR0956
 PR0956|---------------------------------------------------------------------|
 PR0956| PID    Reference Object                     Distance      Geod. Az  |
 PR0956|                                                           dddmmss.s |
 PR0956| CO8775 SPRING AZ MK                                       0023047.2 |
 PR0956| CO8776 SPRING RM 1                          26.091 METERS 07135     |
 PR0956| PR0954 FLANDREAU INDIAN SCHOOL TANK        APPROX. 6.6 KM 1160557.1 |
 PR0956| PR0953 FLANDREAU MUNICIPAL TANK            APPROX. 7.8 KM 1224723.7 |
 PR0956| CO8777 SPRING RM 2                          25.545 METERS 21410     |
 PR0956|---------------------------------------------------------------------|
 PR0956
 PR0956                          SUPERSEDED SURVEY CONTROL
 PR0956
 PR0956  NAD 83(1986)-  44 05 16.88451(N)    096 40 09.56086(W) AD(       ) 2
 PR0956  NAD 27      -  44 05 16.98900(N)    096 40 08.38600(W) AD(       ) 2
 PR0956
 PR0956.Superseded values are not recommended for survey control.
 PR0956
 PR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0956.See file dsdata.pdf to determine how the superseded data were derived.
 PR0956
 PR0956_MARKER: DS = TRIANGULATION STATION DISK
 PR0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0956_STAMPING: SPRING 1949
 PR0956_MARK LOGO: CGS
 PR0956_PROJECTION: FLUSH
 PR0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0956+STABILITY: SURFACE MOTION
 PR0956
 PR0956  HISTORY     - Date     Condition        Report By
 PR0956  HISTORY     - 1949     MONUMENTED       CGS
 PR0956
 PR0956                          STATION DESCRIPTION
 PR0956
 PR0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0956'STATION IS LOCATED ABOUT 3-3/4 MILES WEST AND 2-1/2 MILES
 PR0956'NORTH OF FLANDREAU, NEAR THE EAST SIDE OF SECTION 11, T. 107 N.,
 PR0956'R. 49 W.  ABOUT 100 YARDS NORTHEAST OF A FARMHOUSE AND IN THE
 PR0956'OPEN AREA BETWEEN THE RIGHT-OF-WAY FENCE LINE AND THE EASTERN
 PR0956'EDGE OF THE FARM GROVE.  ABOUT 69 FEET WEST-SOUTHWEST OF A
 PR0956'LARGE COTTONWOOD TREE.  THE MARK IS FLUSH WITH THE GROUND AND
 PR0956'THE DISC IS STAMPED, SPRING 1949.
 PR0956'
 PR0956'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE APPROXIMATE
 PR0956'CENTERLINE OF THE ROAD, 6 INCHES WEST OF THE RIGHT-OF-WAY
 PR0956'FENCE LINE AND 15-1/2 FEET SOUTHEAST OF A LARGE COTTONWOOD
 PR0956'TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISC IS
 PR0956'STAMPED, SPRING NO 1 1949.
 PR0956'
 PR0956'REFERENCE MARK NO. 2 IS AT THE NORTHEAST CORNER OF A SMALL
 PR0956'ORCHARD AND GARDEN AND ABOUT 6 INCHES EAST OF THE FENCE.
 PR0956'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED,
 PR0956'SPRING NO 2 1949.
 PR0956'
 PR0956'AZIMUTH MARK IS ON THE EAST RIGHT-OF-WAY OF A SECTION-LINE
 PR0956'ROAD, 30 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 PR0956'ABOUT 54 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 PR0956'OF TWO ROADS AND 25 FEET SOUTH OF THE FENCE CORNER.  THE
 PR0956'MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED, SPRING
 PR0956'1949.
 PR0956'
 PR0956'THE STATION WAS REACHED FROM THE INTERSECTION OF STATE HIGHWAY
 PR0956'13 AND MAIN STREET IN FLANDREAU, GO NORTH ON HIGHWAY FOR
 PR0956'1 BLOCK, THENCE WEST ON SURFACED ROAD FOR 2.85 MILES TO A
 PR0956'CROSSROADS.  THENCE RIGHT OR NORTH ON GRAVELED ROAD FOR 2.55
 PR0956'MILES TO FARMHOUSE AND STATION SITE ON THE RIGHT AS DESCRIBED
 PR0956'ABOVE.
 PR0956'
 PR0956'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 PR0956'GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT AS
 PR0956'DESCRIBED ABOVE.
 PR0956'
 PR0956'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1501 ***********************************************************************
 NM1501  DESIGNATION -  SPRING AZ MK
 NM1501  PID         -  NM1501
 NM1501  STATE/COUNTY-  SD/BON HOMME
 NM1501  COUNTRY     -  US
 NM1501  USGS QUAD   -  TYNDALL (2017)
 NM1501
 NM1501                         *CURRENT SURVEY CONTROL
 NM1501  ______________________________________________________________________
 NM1501* NAD 83(1986) POSITION- 42 52 45.     (N) 097 50 49.     (W)   SCALED
 NM1501* NAVD 88 ORTHO HEIGHT -   418.565 (meters)     1373.24  (feet) ADJUSTED
 NM1501  ______________________________________________________________________
 NM1501  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 NM1501  DYNAMIC HEIGHT  -        418.429 (meters)     1372.80  (feet) COMP
 NM1501  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 NM1501
 NM1501  VERT ORDER      -  SECOND    CLASS 0
 NM1501
 NM1501.The horizontal coordinates were scaled from a map and have
 NM1501.an estimated accuracy of +/- 6 seconds.
 NM1501
 NM1501.The orthometric height was determined by differential leveling and
 NM1501.adjusted by the NATIONAL GEODETIC SURVEY
 NM1501.in June 1991.
 NM1501
 NM1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1501.GEOID18 height accuracy estimate available here.
 NM1501
 NM1501.Click photographs - Photos may exist for this station.
 NM1501
 NM1501.The dynamic height is computed by dividing the NAVD 88
 NM1501.geopotential number by the normal gravity value computed on the
 NM1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1501.degrees latitude (g = 980.6199 gals.).
 NM1501
 NM1501.The modeled gravity was interpolated from observed gravity values.
 NM1501
 NM1501;                    North         East    Units  Estimated Accuracy
 NM1501;SPC SD S     -    63,680.      803,110.      MT  (+/- 180 meters Scaled)
 NM1501
 NM1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN941480(NAD 83)
 NM1501
 NM1501                          SUPERSEDED SURVEY CONTROL
 NM1501
 NM1501  NGVD 29 (??/??/92)  418.342  (m)         1372.51   (f) ADJ UNCH    2 0
 NM1501
 NM1501.Superseded values are not recommended for survey control.
 NM1501
 NM1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1501.See file dsdata.pdf to determine how the superseded data were derived.
 NM1501
 NM1501_MARKER: DZ = AZIMUTH MARK DISK
 NM1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1501_STAMPING: SPRING 1948
 NM1501_MARK LOGO: CGS
 NM1501_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1501+STABILITY: SURFACE MOTION
 NM1501
 NM1501  HISTORY     - Date     Condition        Report By
 NM1501  HISTORY     - 1948     MONUMENTED       CGS
 NM1501  HISTORY     - 1949     GOOD             CGS
 NM1501
 NM1501                          STATION DESCRIPTION
 NM1501
 NM1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1501'6.4 MI NE FROM SPRINGFIELD.
 NM1501'3.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 NM1501'AT SPRINGFIELD, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE
 NM1501'1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST ALONG
 NM1501'A DIRT ROAD, 0.4 MILE WEST OF A LARGE RED BARN OWNED BY ROY
 NM1501'COLEMAN, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.0 FEET
 NM1501'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM1501'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1889 ***********************************************************************
 NM1889  DESIGNATION -  SPRING RESET
 NM1889  PID         -  NM1889
 NM1889  STATE/COUNTY-  SD/BON HOMME
 NM1889  COUNTRY     -  US
 NM1889  USGS QUAD   -  TYNDALL (2017)
 NM1889
 NM1889                         *CURRENT SURVEY CONTROL
 NM1889  ______________________________________________________________________
 NM1889* NAD 83(1996) POSITION- 42 52 45.68954(N) 097 50 28.16003(W)   ADJUSTED
 NM1889* NAVD 88 ORTHO HEIGHT -   413.    (meters)     1355.    (feet) SCALED
 NM1889  ______________________________________________________________________
 NM1889  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NM1889  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 NM1889  HORZ ORDER      -  SECOND
 NM1889
 NM1889.The horizontal coordinates were established by classical geodetic methods
 NM1889.and adjusted by the National Geodetic Survey in January 1998.
 NM1889
 NM1889.The orthometric height was scaled from a topographic map.
 NM1889
 NM1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1889.GEOID18 height accuracy estimate available here.
 NM1889
 NM1889.Click photographs - Photos may exist for this station.
 NM1889
 NM1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1889
 NM1889. The following values were computed from the NAD 83(1996) position.
 NM1889
 NM1889;                    North         East     Units Scale Factor Converg.
 NM1889;SPC SD S     -    63,713.719   803,579.006   MT  0.99998942   +1 43 09.2
 NM1889;SPC SD S     -   209,034.09  2,636,408.79   sFT  0.99998942   +1 43 09.2
 NM1889;UTM  14      - 4,748,069.172   594,640.575   MT  0.99971019   +0 47 19.0
 NM1889
 NM1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1889!SPC SD S     -   0.99993927  x   0.99998942  =   0.99992869
 NM1889!UTM  14      -   0.99993927  x   0.99971019  =   0.99964948
 NM1889
 NM1889:                Primary Azimuth Mark                     Grid Az
 NM1889:SPC SD S     -  SPRING AZ MK 2                           268 14 26.6
 NM1889:UTM  14      -  SPRING AZ MK 2                           269 10 16.8
 NM1889
 NM1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9464048069(NAD 83)
 NM1889
 NM1889|---------------------------------------------------------------------|
 NM1889| PID    Reference Object                     Distance      Geod. Az  |
 NM1889|                                                           dddmmss.s |
 NM1889| NM1499 SPRING RM 1                          31.404 METERS 08736     |
 NM1889| CO4602 SPRING RM 3                          15.655 METERS 10212     |
 NM1889| NM1901 SPRINGFIELD ST MARYS SCH TANK       APPROX. 5.4 KM 2340346.8 |
 NM1889| NM1895 SPRINGFIELD MUNICIPAL TANK          APPROX. 5.2 KM 2381517.0 |
 NM1889| CO4603 SPRING RM 4                          14.142 METERS 25713     |
 NM1889| CO4601 SPRING AZ MK 2                      493.406 METERS 2695735.8 |
 NM1889| NM1500 SPRING RM 2                          25.574 METERS 27244     |
 NM1889| NM1501 SPRING AZ MK                                       2734506.7 |
 NM1889|---------------------------------------------------------------------|
 NM1889
 NM1889                          SUPERSEDED SURVEY CONTROL
 NM1889
 NM1889  NAD 83(1995)-  42 52 45.68955(N)    097 50 28.16003(W) AD(       ) 2
 NM1889  NAD 83(1986)-  42 52 45.69973(N)    097 50 28.15631(W) AD(       ) 2
 NM1889  NAD 27      -  42 52 45.69900(N)    097 50 26.91100(W) AD(       ) 2
 NM1889
 NM1889.Superseded values are not recommended for survey control.
 NM1889
 NM1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1889.See file dsdata.pdf to determine how the superseded data were derived.
 NM1889
 NM1889_MARKER: DH = HORIZONTAL CONTROL DISK
 NM1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1889_STAMPING: SPRING 1948 1976
 NM1889_MARK LOGO: NGS
 NM1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1889+STABILITY: SURFACE MOTION
 NM1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1889+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2009
 NM1889
 NM1889  HISTORY     - Date     Condition        Report By
 NM1889  HISTORY     - 1976     MONUMENTED       NGS
 NM1889  HISTORY     - 20090620 GOOD             GEOCAC
 NM1889
 NM1889                          STATION DESCRIPTION
 NM1889
 NM1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NM1889'THE SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 NM1889'AZIMUTH MARK WERE NOT RECOVERED, APPARENTLY THEY WERE GRADED OUT
 NM1889'DURING ROAD IMPROVEMENTS.  THE UNDERGROUND STATION MARK WAS
 NM1889'RECOVERED IN GOOD CONDITION 4-INCHES BELOW GROUND SURFACE.  THE
 NM1889'POSITION OF THE UNDERGROUND STATION MARK WAS HELD AND THE MARK
 NM1889'REMOVED, A NEW UNDERGROUND STATION MARK WAS SET AND A NEW
 NM1889'SURFACE STATION MARK WAS PLUMBED OVER IT.  REFERENCE MARKS NO. 3
 NM1889'AND NO. 4, AND A NEW AZIMUTH MARK WERE ALSO ESTABLISHED.
 NM1889'
 NM1889'A NEW DESCRIPTION FOLLOWS--
 NM1889'
 NM1889'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SPRINGFIELD, ON
 NM1889'THE RIGHT-OF-WAY ALONG THE SOUTH SIDE OF A COUNTY ROAD, 0.15 MILE
 NM1889'WEST OF THE FARMSTEAD OF MR. R. COLEMAN.
 NM1889'
 NM1889'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO EAST ON
 NM1889'MAIN STREET (STATE HIGHWAY 37) FOR 0.2 MILE, THENCE LEFT, NORTHERLY,
 NM1889'1.75 MILES ON HIGHWAY 37 TO A SIDE ROAD RIGHT AND SIGN, APPLE TREE
 NM1889'ROAD, TURN RIGHT AND GO EAST ON THE COUNTY ROAD 2.0 MILES TO A
 NM1889'CROSSROAD, CONTINUE EAST ON THE COUNTY ROAD 0.25 MILE TO A FIELD
 NM1889'ENTRANCE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST 0.3
 NM1889'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NM1889'
 NM1889'THE STATION MARKS ARE STANDARD DISKS STAMPED SPRING 1948 1976.  THE
 NM1889'UNDERGROUND STATION MARK IS SET IN THE TOP OF AN IRREGULAR SHAPED
 NM1889'MASS OF CONCRETE 3-1/2 FEET BELOW GROUND SURFACE.  THE SURFACE
 NM1889'STATION MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 NM1889'FLUSH WITH THE GROUND.  IT IS 648 FEET WEST OF THE CENTER OF THE
 NM1889'FIELD ENTRANCE AT THE NORTHWEST CORNER OF THE COLEMAN FARMSTEAD,
 NM1889'39 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, AND 11 FEET NORTH
 NM1889'OF THE SOUTH RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 NM1889'
 NM1889'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SPRING 1948 NO 3
 NM1889'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 NM1889'GROUND.  IT IS 598 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE,
 NM1889'49 FEET SOUTH OF THE CENTER OF THE ROAD, 50 FEET EAST OF THE METAL
 NM1889'WITNESS POST, AND 1-FOOT NORTH OF THE FENCE.
 NM1889'
 NM1889'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SPRING 1948 NO 4
 NM1889'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 NM1889'GROUND.  IT IS 683 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, 49
 NM1889'FEET SOUTH OF THE CENTER OF THE ROAD, 45 FEET WEST OF THE METAL
 NM1889'WITNESS POST, AND 1-FOOT NORTH OF THE FENCE.
 NM1889'
 NM1889'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SPRING 1948 1976, SET IN
 NM1889'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 NM1889'47 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, 33 FEET NORTHEAST
 NM1889'OF THE NORTHEAST CORNER OF A WOODEN GRANARY, 12 FEET EAST OF THE
 NM1889'CENTER OF THE FIELD ENTRANCE, 4 FEET NORTHEAST OF THE EAST GATE
 NM1889'POST, AND 1.5 FEET NORTH OF A METAL WITNESS POST AND FENCE.
 NM1889'
 NM1889'NOTE--THE ORIGINAL SURFACE MARKS WERE BENCH MARKS ALSO.  THE NEW
 NM1889'MARKS WERE NOT LEVELED TO AT THIS TIME.
 NM1889'
 NM1889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NE OF
 NM1889'SPRINGFIELD.
 NM1889
 NM1889                          STATION RECOVERY (2009)
 NM1889
 NM1889'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 NM1889'STATION MARK RECOVERED IN GOOD CONDITION.  THE STATION'S WITNESS POST
 NM1889'IS STILL PRESENT.
 NM1889'DID NOT ATTEMPT TO FIND REFERENCE MARKS.
 NM1889'
 NM1889'FOUND WITNESS POST FOR AZ BUT COULD NOT FIND THE MARK.  POSSIBLY
 NM1889'BURIED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1455 ***********************************************************************
 PU1455  DESIGNATION -  SPRING RM 1
 PU1455  PID         -  PU1455
 PU1455  STATE/COUNTY-  SD/MEADE
 PU1455  COUNTRY     -  US
 PU1455  USGS QUAD   -  STURGIS (2017)
 PU1455
 PU1455                         *CURRENT SURVEY CONTROL
 PU1455  ______________________________________________________________________
 PU1455* NAD 83(1986) POSITION- 44 27 54.     (N) 103 30 30.     (W)   SCALED
 PU1455* NAVD 88 ORTHO HEIGHT -   984.745 (meters)     3230.78  (feet) ADJUSTED
 PU1455  ______________________________________________________________________
 PU1455  GEOID HEIGHT    -        -15.544 (meters)                     GEOID18
 PU1455  DYNAMIC HEIGHT  -        984.440 (meters)     3229.78  (feet) COMP
 PU1455  MODELED GRAVITY -    980,275.0   (mgal)                       NAVD 88
 PU1455
 PU1455  VERT ORDER      -  SECOND    CLASS 0
 PU1455
 PU1455.The horizontal coordinates were scaled from a map and have
 PU1455.an estimated accuracy of +/- 6 seconds.
 PU1455
 PU1455.The orthometric height was determined by differential leveling and
 PU1455.adjusted by the NATIONAL GEODETIC SURVEY
 PU1455.in June 1991.
 PU1455
 PU1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1455.GEOID18 height accuracy estimate available here.
 PU1455
 PU1455.Click photographs - Photos may exist for this station.
 PU1455
 PU1455.The dynamic height is computed by dividing the NAVD 88
 PU1455.geopotential number by the normal gravity value computed on the
 PU1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1455.degrees latitude (g = 980.6199 gals.).
 PU1455
 PU1455.The modeled gravity was interpolated from observed gravity values.
 PU1455
 PU1455;                    North         East    Units  Estimated Accuracy
 PU1455;SPC SD N     -    76,240.      320,910.      MT  (+/- 180 meters Scaled)
 PU1455
 PU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK186246(NAD 83)
 PU1455
 PU1455                          SUPERSEDED SURVEY CONTROL
 PU1455
 PU1455  NGVD 29 (??/??/92)  984.232  (m)         3229.10   (f) ADJ UNCH    2 0
 PU1455
 PU1455.Superseded values are not recommended for survey control.
 PU1455
 PU1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1455.See file dsdata.pdf to determine how the superseded data were derived.
 PU1455
 PU1455_MARKER: DR = REFERENCE MARK DISK
 PU1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1455_STAMPING: SPRING NO 1 1962
 PU1455_MARK LOGO: CGS
 PU1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1455+STABILITY: SURFACE MOTION
 PU1455
 PU1455  HISTORY     - Date     Condition        Report By
 PU1455  HISTORY     - 1962     MONUMENTED       CGS
 PU1455
 PU1455                          STATION DESCRIPTION
 PU1455
 PU1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1455'5.6 MI N FROM STURGIS.
 PU1455'4.3 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1455'THENCE 1.0 MILE WEST AND 0.35 MILE NORTH ALONG A ROAD, ON THE
 PU1455'TOP OF A SMALL HILL, 78 1/2 FEET EAST OF THE CENTER LINE OF THE
 PU1455'ROAD, 35.7 FEET EAST OF A FENCE, 33.3 FEET EAST OF THE STATION
 PU1455'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1499 ***********************************************************************
 NM1499  DESIGNATION -  SPRING RM 1
 NM1499  PID         -  NM1499
 NM1499  STATE/COUNTY-  SD/BON HOMME
 NM1499  COUNTRY     -  US
 NM1499  USGS QUAD   -  TYNDALL (2017)
 NM1499
 NM1499                         *CURRENT SURVEY CONTROL
 NM1499  ______________________________________________________________________
 NM1499* NAD 83(1986) POSITION- 42 52 45.73   (N) 097 50 26.78   (W)   HD_HELD1
 NM1499* NAVD 88 ORTHO HEIGHT -   417.928 (meters)     1371.15  (feet) ADJUSTED
 NM1499  ______________________________________________________________________
 NM1499  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NM1499  DYNAMIC HEIGHT  -        417.791 (meters)     1370.70  (feet) COMP
 NM1499  MODELED GRAVITY -    980,282.6   (mgal)                       NAVD 88
 NM1499
 NM1499  VERT ORDER      -  SECOND    CLASS 0
 NM1499
 NM1499.The horizontal coordinates were determined by differentially corrected
 NM1499.hand held GPS observations or other comparable positioning techniques
 NM1499.and have an estimated accuracy of +/- 3 meters.
 NM1499
 NM1499.The orthometric height was determined by differential leveling and
 NM1499.adjusted by the NATIONAL GEODETIC SURVEY
 NM1499.in June 1991.
 NM1499
 NM1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1499.GEOID18 height accuracy estimate available here.
 NM1499
 NM1499.Click photographs - Photos may exist for this station.
 NM1499
 NM1499.The dynamic height is computed by dividing the NAVD 88
 NM1499.geopotential number by the normal gravity value computed on the
 NM1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1499.degrees latitude (g = 980.6199 gals.).
 NM1499
 NM1499.The modeled gravity was interpolated from observed gravity values.
 NM1499
 NM1499;                    North         East    Units  Estimated Accuracy
 NM1499;SPC SD S     -    63,715.9     803,610.3     MT  (+/- 3 meters HH1 GPS) 
 NM1499
 NM1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9467148070(NAD 83)
 NM1499
 NM1499                          SUPERSEDED SURVEY CONTROL
 NM1499
 NM1499  NGVD 29 (??/??/92)  417.704  (m)         1370.42   (f) ADJ UNCH    2 0
 NM1499
 NM1499.Superseded values are not recommended for survey control.
 NM1499
 NM1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1499.See file dsdata.pdf to determine how the superseded data were derived.
 NM1499
 NM1499_MARKER: DR = REFERENCE MARK DISK
 NM1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1499_STAMPING: SPRING NO 1 1948
 NM1499_MARK LOGO: CGS
 NM1499_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1499+STABILITY: SURFACE MOTION
 NM1499
 NM1499  HISTORY     - Date     Condition        Report By
 NM1499  HISTORY     - 1948     MONUMENTED       CGS
 NM1499  HISTORY     - 1949     GOOD             CGS
 NM1499  HISTORY     - 1976     MARK NOT FOUND   NGS
 NM1499
 NM1499                          STATION DESCRIPTION
 NM1499
 NM1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1499'6.6 MI NE FROM SPRINGFIELD.
 NM1499'3.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 NM1499'SPRINGFIELD, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE
 NM1499'1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.55 MILE EAST ALONG A
 NM1499'DIRT ROAD, 0.2 MILE WEST OF A LARGE RED BARN OWNED BY ROY COLEMAN,
 NM1499'107 FEET EAST OF A REFERENCE POST, 33 FEET SOUTH OF THE CENTER
 NM1499'LINE OF THE ROAD, 0.2 FOOT SOUTH OF A FENCE LINE, SET IN THE
 NM1499'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1499
 NM1499                          STATION RECOVERY (1976)
 NM1499
 NM1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NM1499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1453 ***********************************************************************
 PU1453  DESIGNATION -  SPRING RM 2
 PU1453  PID         -  PU1453
 PU1453  STATE/COUNTY-  SD/MEADE
 PU1453  COUNTRY     -  US
 PU1453  USGS QUAD   -  STURGIS (2017)
 PU1453
 PU1453                         *CURRENT SURVEY CONTROL
 PU1453  ______________________________________________________________________
 PU1453* NAD 83(1986) POSITION- 44 27 54.     (N) 103 30 29.     (W)   SCALED
 PU1453* NAVD 88 ORTHO HEIGHT -   984.720 (meters)     3230.70  (feet) ADJUSTED
 PU1453  ______________________________________________________________________
 PU1453  GEOID HEIGHT    -        -15.545 (meters)                     GEOID18
 PU1453  DYNAMIC HEIGHT  -        984.416 (meters)     3229.70  (feet) COMP
 PU1453  MODELED GRAVITY -    980,275.1   (mgal)                       NAVD 88
 PU1453
 PU1453  VERT ORDER      -  SECOND    CLASS 0
 PU1453
 PU1453.The horizontal coordinates were scaled from a map and have
 PU1453.an estimated accuracy of +/- 6 seconds.
 PU1453
 PU1453.The orthometric height was determined by differential leveling and
 PU1453.adjusted by the NATIONAL GEODETIC SURVEY
 PU1453.in June 1991.
 PU1453
 PU1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1453.GEOID18 height accuracy estimate available here.
 PU1453
 PU1453.Click photographs - Photos may exist for this station.
 PU1453
 PU1453.The dynamic height is computed by dividing the NAVD 88
 PU1453.geopotential number by the normal gravity value computed on the
 PU1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1453.degrees latitude (g = 980.6199 gals.).
 PU1453
 PU1453.The modeled gravity was interpolated from observed gravity values.
 PU1453
 PU1453;                    North         East    Units  Estimated Accuracy
 PU1453;SPC SD N     -    76,240.      320,930.      MT  (+/- 180 meters Scaled)
 PU1453
 PU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK186246(NAD 83)
 PU1453
 PU1453                          SUPERSEDED SURVEY CONTROL
 PU1453
 PU1453  NGVD 29 (??/??/92)  984.208  (m)         3229.02   (f) ADJ UNCH    2 0
 PU1453
 PU1453.Superseded values are not recommended for survey control.
 PU1453
 PU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1453.See file dsdata.pdf to determine how the superseded data were derived.
 PU1453
 PU1453_MARKER: DB = BENCH MARK DISK
 PU1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1453_STAMPING: SPRING NO 2 1962
 PU1453_MARK LOGO: CGS
 PU1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1453+STABILITY: SURFACE MOTION
 PU1453
 PU1453  HISTORY     - Date     Condition        Report By
 PU1453  HISTORY     - 1962     MONUMENTED       CGS
 PU1453
 PU1453                          STATION DESCRIPTION
 PU1453
 PU1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1453'5.6 MI N FROM STURGIS.
 PU1453'4.3 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS
 PU1453'THENCE 1.0 MILE WEST AND 0.35 MILE NORTH ALONG ROADS, AT THE
 PU1453'SUMMIT OF A SMALL HILL, 44 FEET EAST OF THE CENTER LINE OF THE
 PU1453'ROAD, 28.7 FEET SOUTH OF THE STATION, 23.2 FEET SOUTH OF A
 PU1453'WITNESS POST, 1.4 FEET EAST OF A FENCE, ABOUT 8 FEET HIGHER THAN
 PU1453'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1500 ***********************************************************************
 NM1500  DESIGNATION -  SPRING RM 2
 NM1500  PID         -  NM1500
 NM1500  STATE/COUNTY-  SD/BON HOMME
 NM1500  COUNTRY     -  US
 NM1500  USGS QUAD   -  TYNDALL (2017)
 NM1500
 NM1500                         *CURRENT SURVEY CONTROL
 NM1500  ______________________________________________________________________
 NM1500* NAD 83(1986) POSITION- 42 52 45.73   (N) 097 50 29.29   (W)   HD_HELD1
 NM1500* NAVD 88 ORTHO HEIGHT -   418.227 (meters)     1372.13  (feet) ADJUSTED
 NM1500  ______________________________________________________________________
 NM1500  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 NM1500  DYNAMIC HEIGHT  -        418.091 (meters)     1371.69  (feet) COMP
 NM1500  MODELED GRAVITY -    980,282.6   (mgal)                       NAVD 88
 NM1500
 NM1500  VERT ORDER      -  SECOND    CLASS 0
 NM1500
 NM1500.The horizontal coordinates were determined by differentially corrected
 NM1500.hand held GPS observations or other comparable positioning techniques
 NM1500.and have an estimated accuracy of +/- 3 meters.
 NM1500
 NM1500.The orthometric height was determined by differential leveling and
 NM1500.adjusted by the NATIONAL GEODETIC SURVEY
 NM1500.in June 1991.
 NM1500
 NM1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1500.GEOID18 height accuracy estimate available here.
 NM1500
 NM1500.Click photographs - Photos may exist for this station.
 NM1500
 NM1500.The dynamic height is computed by dividing the NAVD 88
 NM1500.geopotential number by the normal gravity value computed on the
 NM1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1500.degrees latitude (g = 980.6199 gals.).
 NM1500
 NM1500.The modeled gravity was interpolated from observed gravity values.
 NM1500
 NM1500;                    North         East    Units  Estimated Accuracy
 NM1500;SPC SD S     -    63,714.2     803,553.3     MT  (+/- 3 meters HH1 GPS) 
 NM1500
 NM1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9461448070(NAD 83)
 NM1500
 NM1500                          SUPERSEDED SURVEY CONTROL
 NM1500
 NM1500  NGVD 29 (??/??/92)  418.004  (m)         1371.40   (f) ADJ UNCH    2 0
 NM1500
 NM1500.Superseded values are not recommended for survey control.
 NM1500
 NM1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1500.See file dsdata.pdf to determine how the superseded data were derived.
 NM1500
 NM1500_MARKER: DR = REFERENCE MARK DISK
 NM1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1500_STAMPING: SPRING NO 2 1948
 NM1500_MARK LOGO: CGS
 NM1500_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1500+STABILITY: SURFACE MOTION
 NM1500
 NM1500  HISTORY     - Date     Condition        Report By
 NM1500  HISTORY     - 1948     MONUMENTED       CGS
 NM1500  HISTORY     - 1949     GOOD             CGS
 NM1500  HISTORY     - 1976     MARK NOT FOUND   NGS
 NM1500
 NM1500                          STATION DESCRIPTION
 NM1500
 NM1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1500'6.6 MI NE FROM SPRINGFIELD.
 NM1500'3.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 NM1500'AT SPRINGFIELD, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE
 NM1500'1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.55 MILE EAST ALONG
 NM1500'A DIRT ROAD, 0.2 MILE WEST OF A LARGE RED BARN OWNED BY ROY
 NM1500'COLEMAN, 79 FEET WEST OF A REFERENCE POST, 34 FEET SOUTH OF THE
 NM1500'CENTER LINE OF THE ROAD, 0.2 FOOT SOUTH OF A FENCE LINE, SET
 NM1500'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1500'GROUND.
 NM1500
 NM1500                          STATION RECOVERY (1976)
 NM1500
 NM1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NM1500'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0897 ***********************************************************************
 OR0897  DESIGNATION -  SPRING SCHOOL
 OR0897  PID         -  OR0897
 OR0897  STATE/COUNTY-  SD/GREGORY
 OR0897  COUNTRY     -  US
 OR0897  USGS QUAD   -  GREGORY SE (2017)
 OR0897
 OR0897                         *CURRENT SURVEY CONTROL
 OR0897  ______________________________________________________________________
 OR0897* NAD 83(1996) POSITION- 43 01 00.98275(N) 099 15 26.91103(W)   ADJUSTED
 OR0897  ______________________________________________________________________
 OR0897  GEOID HEIGHT    -        -25.339 (meters)                     GEOID18
 OR0897  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 OR0897  HORZ ORDER      -  THIRD
 OR0897
 OR0897.The horizontal coordinates were established by classical geodetic methods
 OR0897.and adjusted by the National Geodetic Survey in January 1998.
 OR0897
 OR0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0897.GEOID18 height accuracy estimate available here.
 OR0897
 OR0897.Click photographs - Photos may exist for this station.
 OR0897
 OR0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0897
 OR0897. The following values were computed from the NAD 83(1996) position.
 OR0897
 OR0897;                    North         East     Units Scale Factor Converg.
 OR0897;SPC SD S     -    76,510.942   687,696.582   MT  0.99996159   +0 44 31.9
 OR0897;SPC SD S     -   251,019.65  2,256,217.87   sFT  0.99996159   +0 44 31.9
 OR0897;UTM  14      - 4,762,728.079   479,019.375   MT  0.99960542   -0 10 32.4
 OR0897
 OR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7901962728(NAD 83)
 OR0897
 OR0897                          SUPERSEDED SURVEY CONTROL
 OR0897
 OR0897  NAD 83(1995)-  43 01 00.98291(N)    099 15 26.91112(W) AD(       ) 3
 OR0897  NAD 83(1986)-  43 01 00.99038(N)    099 15 26.91811(W) AD(       ) 3
 OR0897  NAD 27      -  43 01 00.97000(N)    099 15 25.55000(W) AD(       ) 3
 OR0897
 OR0897.Superseded values are not recommended for survey control.
 OR0897
 OR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0897.See file dsdata.pdf to determine how the superseded data were derived.
 OR0897
 OR0897_MARKER: 86 = CUPOLA
 OR0897
 OR0897  HISTORY     - Date     Condition        Report By
 OR0897  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0897
 OR0897                          STATION DESCRIPTION
 OR0897
 OR0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0897'POINT OBSERVED UPON IS THE CUPOLA OF A WHITE COUNTRY SCHOOLHOUSE,
 OR0897'SAME BEING APPROXIMATELY 2 MILES FROM TRIANGULATION STATION
 OR0897'SPRING.  THE STATION IS IN THE LOCALITY OF SPRINGVIEW.
 OR0897'
 OR0897'OBSERVED UPON FROM STATIONS SPRING, AND BURKE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0704 ***********************************************************************
 OQ0704  DESIGNATION -  SPRINGDALE LUTH CH STEEPLE
 OQ0704  PID         -  OQ0704
 OQ0704  STATE/COUNTY-  SD/LINCOLN
 OQ0704  COUNTRY     -  US
 OQ0704  USGS QUAD   -  KLONDIKE (2018)
 OQ0704
 OQ0704                         *CURRENT SURVEY CONTROL
 OQ0704  ______________________________________________________________________
 OQ0704* NAD 83(1996) POSITION- 43 28 56.78702(N) 096 36 31.32594(W)   ADJUSTED
 OQ0704  ______________________________________________________________________
 OQ0704  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 OQ0704  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 OQ0704  HORZ ORDER      -  THIRD
 OQ0704
 OQ0704.The horizontal coordinates were established by classical geodetic methods
 OQ0704.and adjusted by the National Geodetic Survey in January 1998.
 OQ0704
 OQ0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0704.GEOID18 height accuracy estimate available here.
 OQ0704
 OQ0704.Click photographs - Photos may exist for this station.
 OQ0704
 OQ0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0704
 OQ0704. The following values were computed from the NAD 83(1996) position.
 OQ0704
 OQ0704;                    North         East     Units Scale Factor Converg.
 OQ0704;SPC SD S     -   134,410.114   901,194.925   MT  0.99990967   +2 34 10.0
 OQ0704;SPC SD S     -   440,977.18  2,956,670.35   sFT  0.99990967   +2 34 10.0
 OQ0704;UTM  14      - 4,817,169.087   693,381.986   MT  1.00006002   +1 38 45.7
 OQ0704
 OQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9338117169(NAD 83)
 OQ0704
 OQ0704                          SUPERSEDED SURVEY CONTROL
 OQ0704
 OQ0704  NAD 83(1995)-  43 28 56.78722(N)    096 36 31.32040(W) AD(       ) 3
 OQ0704  NAD 83(1986)-  43 28 56.79013(N)    096 36 31.30889(W) AD(       ) 3
 OQ0704  NAD 27      -  43 28 56.88000(N)    096 36 30.14000(W) AD(       ) 3
 OQ0704
 OQ0704.Superseded values are not recommended for survey control.
 OQ0704
 OQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0704.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0704
 OQ0704_MARKER: 90 = CHURCH SPIRE
 OQ0704
 OQ0704  HISTORY     - Date     Condition        Report By
 OQ0704  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0704
 OQ0704                          STATION DESCRIPTION
 OQ0704
 OQ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0704'THIS STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND ABOUT 3-1/2
 OQ0704'MILES NORTH OF HARRISBURG.  IT IS A FRAME STRUCTURE SET ON THE
 OQ0704'TOP OF A FRAME BUILDING.  IT IS PAINTED WHITE, AND IS ABOUT 50
 OQ0704'FEET HIGH.
 OQ0704'
 OQ0704'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STEEPLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1895 ***********************************************************************
 NM1895  DESIGNATION -  SPRINGFIELD MUNICIPAL TANK
 NM1895  PID         -  NM1895
 NM1895  STATE/COUNTY-  SD/BON HOMME
 NM1895  COUNTRY     -  US
 NM1895  USGS QUAD   -  SPRINGFIELD (2017)
 NM1895
 NM1895                         *CURRENT SURVEY CONTROL
 NM1895  ______________________________________________________________________
 NM1895* NAD 83(1996) POSITION- 42 51 17.36890(N) 097 53 42.08528(W)   ADJUSTED
 NM1895  ______________________________________________________________________
 NM1895  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 NM1895  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 NM1895  HORZ ORDER      -  THIRD
 NM1895
 NM1895.The horizontal coordinates were established by classical geodetic methods
 NM1895.and adjusted by the National Geodetic Survey in January 1998.
 NM1895
 NM1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1895.GEOID18 height accuracy estimate available here.
 NM1895
 NM1895.Click photographs - Photos may exist for this station.
 NM1895
 NM1895.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1895
 NM1895. The following values were computed from the NAD 83(1996) position.
 NM1895
 NM1895;                    North         East     Units Scale Factor Converg.
 NM1895;SPC SD S     -    60,858.872   799,259.948   MT  0.99999498   +1 40 55.5
 NM1895;SPC SD S     -   199,667.82  2,622,238.68   sFT  0.99999498   +1 40 55.5
 NM1895;UTM  14      - 4,745,285.645   590,276.976   MT  0.99970026   +0 45 05.7
 NM1895
 NM1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9027645285(NAD 83)
 NM1895
 NM1895                          SUPERSEDED SURVEY CONTROL
 NM1895
 NM1895  NAD 83(1995)-  42 51 17.36890(N)    097 53 42.08529(W) AD(       ) 3
 NM1895  NAD 83(1986)-  42 51 17.37904(N)    097 53 42.08261(W) AD(       ) 3
 NM1895  NAD 27      -  42 51 17.37900(N)    097 53 40.83500(W) AD(       ) 3
 NM1895
 NM1895.Superseded values are not recommended for survey control.
 NM1895
 NM1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1895.See file dsdata.pdf to determine how the superseded data were derived.
 NM1895
 NM1895_MARKER: 53 = ELEVATED TANK
 NM1895
 NM1895  HISTORY     - Date     Condition        Report By
 NM1895  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1895
 NM1895                          STATION DESCRIPTION
 NM1895
 NM1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1895'LOCATED IN THE TOWN OF SPRINGFIELD, 1/2 BLOCK NORTH OF MAIN
 NM1895'STREET AND TO THE REAR OF THE FIRE DEPARTMENT BUILDING.  THE
 NM1895'STATION IS AN ELEVATED WATER TANK, ABOUT 125 FEET HIGH, SILVER
 NM1895'COLORED WITH A METAL BALL AND LIGHTNING ROD AT THE APEX.  THE
 NM1895'SILVER BALL WAS USED AS THE POINT OF INTERSECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1901 ***********************************************************************
 NM1901  DESIGNATION -  SPRINGFIELD ST MARYS SCH TANK
 NM1901  PID         -  NM1901
 NM1901  STATE/COUNTY-  SD/BON HOMME
 NM1901  COUNTRY     -  US
 NM1901  USGS QUAD   -  SPRINGFIELD (2017)
 NM1901
 NM1901                         *CURRENT SURVEY CONTROL
 NM1901  ______________________________________________________________________
 NM1901* NAD 83(1996) POSITION- 42 51 02.03626(N) 097 53 42.42054(W)   ADJUSTED
 NM1901  ______________________________________________________________________
 NM1901  GEOID HEIGHT    -        -25.975 (meters)                     GEOID18
 NM1901  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 NM1901  HORZ ORDER      -  THIRD
 NM1901
 NM1901.The horizontal coordinates were established by classical geodetic methods
 NM1901.and adjusted by the National Geodetic Survey in January 1998.
 NM1901
 NM1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1901.GEOID18 height accuracy estimate available here.
 NM1901
 NM1901.Click photographs - Photos may exist for this station.
 NM1901
 NM1901.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1901
 NM1901. The following values were computed from the NAD 83(1996) position.
 NM1901
 NM1901;                    North         East     Units Scale Factor Converg.
 NM1901;SPC SD S     -    60,385.716   799,266.228   MT  0.99999596   +1 40 55.2
 NM1901;SPC SD S     -   198,115.47  2,622,259.28   sFT  0.99999596   +1 40 55.2
 NM1901;UTM  14      - 4,744,812.589   590,275.571   MT  0.99970026   +0 45 05.3
 NM1901
 NM1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9027544812(NAD 83)
 NM1901
 NM1901                          SUPERSEDED SURVEY CONTROL
 NM1901
 NM1901  NAD 83(1995)-  42 51 02.03625(N)    097 53 42.42055(W) AD(       ) 3
 NM1901  NAD 83(1986)-  42 51 02.04642(N)    097 53 42.41781(W) AD(       ) 3
 NM1901  NAD 27      -  42 51 02.05000(N)    097 53 41.17100(W) AD(       ) 3
 NM1901
 NM1901.Superseded values are not recommended for survey control.
 NM1901
 NM1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1901.See file dsdata.pdf to determine how the superseded data were derived.
 NM1901
 NM1901_MARKER: 53 = ELEVATED TANK
 NM1901
 NM1901  HISTORY     - Date     Condition        Report By
 NM1901  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1901
 NM1901                          STATION DESCRIPTION
 NM1901
 NM1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1901'STATION IS LOCATED AT THE SOUTH EDGE OF SPRINGFIELD, 3-1/2 BLOCKS
 NM1901'SOUTH OF MAIN STREET AND ABOUT 4 BLOCKS SOUTH OF THE FIRE
 NM1901'DEPARTMENT BUILDING.  IT IS THE MOST SOUTHERLY STRUCTURE ON THE
 NM1901'SCHOOL GROUNDS.  IT IS ABOUT 65 FEET HIGH, ELEVATED ON FOUR LEGS
 NM1901'WITH THE SUPPLY PIPE IN THE CENTER COVERED WITH GREEN ROOFING
 NM1901'PAPER.  THE TANK PROPER IS SILVER COLORED AND THE APEX OF THE TANK
 NM1901'WAS USED FOR INTERSECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0781 ***********************************************************************
 OS0781  DESIGNATION -  SPUR
 OS0781  PID         -  OS0781
 OS0781  STATE/COUNTY-  SD/JACKSON
 OS0781  COUNTRY     -  US
 OS0781  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0781
 OS0781                         *CURRENT SURVEY CONTROL
 OS0781  ______________________________________________________________________
 OS0781* NAD 83(1996) POSITION- 43 44 15.34441(N) 101 45 43.99159(W)   ADJUSTED
 OS0781* NAVD 88 ORTHO HEIGHT -   750.    (meters)     2461.    (feet) SCALED
 OS0781  ______________________________________________________________________
 OS0781  GEOID HEIGHT    -        -20.609 (meters)                     GEOID18
 OS0781  LAPLACE CORR    -         -8.48  (seconds)                    DEFLEC18
 OS0781  HORZ ORDER      -  SECOND
 OS0781
 OS0781.The horizontal coordinates were established by classical geodetic methods
 OS0781.and adjusted by the National Geodetic Survey in January 1998.
 OS0781
 OS0781.The orthometric height was scaled from a topographic map.
 OS0781
 OS0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0781.GEOID18 height accuracy estimate available here.
 OS0781
 OS0781.Click photographs - Photos may exist for this station.
 OS0781
 OS0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0781
 OS0781. The following values were computed from the NAD 83(1996) position.
 OS0781
 OS0781;                    North         East     Units Scale Factor Converg.
 OS0781;SPC SD S     -   156,991.726   484,906.708   MT  0.99990903   -0 59 08.6
 OS0781;SPC SD S     -   515,063.69  1,590,898.09   sFT  0.99990903   -0 59 08.6
 OS0781;UTM  14      - 4,846,437.238   277,563.857   MT  1.00020861   -1 54 37.7
 OS0781
 OS0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0781!SPC SD S     -   0.99988557  x   0.99990903  =   0.99979461
 OS0781!UTM  14      -   0.99988557  x   1.00020861  =   1.00009415
 OS0781
 OS0781:                Primary Azimuth Mark                     Grid Az
 OS0781:SPC SD S     -  SPUR AZ MK                               248 49 33.5
 OS0781:UTM  14      -  SPUR AZ MK                               249 45 02.6
 OS0781
 OS0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP7756346437(NAD 83)
 OS0781
 OS0781|---------------------------------------------------------------------|
 OS0781| PID    Reference Object                     Distance      Geod. Az  |
 OS0781|                                                           dddmmss.s |
 OS0781| OS0771 WETA C M ST P AND PAC RR TANK       APPROX. 5.4 KM 0412200.2 |
 OS0781| CQ4113 SPUR RM 1                            81.123 METERS 15259     |
 OS0781| CQ4114 SPUR RM 2                            72.430 METERS 21111     |
 OS0781| CQ4112 SPUR AZ MK                                         2475024.9 |
 OS0781|---------------------------------------------------------------------|
 OS0781
 OS0781                          SUPERSEDED SURVEY CONTROL
 OS0781
 OS0781  NAD 83(1995)-  43 44 15.33781(N)    101 45 43.99494(W) AD(       ) 2
 OS0781  NAD 83(1986)-  43 44 15.33733(N)    101 45 43.99599(W) AD(       ) 2
 OS0781  NAD 27      -  43 44 15.35620(N)    101 45 42.46710(W) AD(       ) 2
 OS0781
 OS0781.Superseded values are not recommended for survey control.
 OS0781
 OS0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0781.See file dsdata.pdf to determine how the superseded data were derived.
 OS0781
 OS0781_MARKER: DS = TRIANGULATION STATION DISK
 OS0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0781_STAMPING: SPUR 1936
 OS0781_MARK LOGO: CGS
 OS0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0781+STABILITY: SURFACE MOTION
 OS0781
 OS0781  HISTORY     - Date     Condition        Report By
 OS0781  HISTORY     - 1936     MONUMENTED       CGS
 OS0781
 OS0781                          STATION DESCRIPTION
 OS0781
 OS0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0781'STATION IS 4 MILES AIRLINE SOUTHWEST OF WETA, 11-1/2 MILES AIRLINE
 OS0781'EAST OF INTERIOR, ON A PROMINENT PEAK OF A SHARP-TOPPED SPUR OF
 OS0781'STEEP HILLS, NEAR THE SOUTH END OF THIS SPUR, IN THE SOUTHEAST
 OS0781'QUARTER SEC. 31, T. 3 S., R. 20 E., 0.7 MILE SOUTH OF EAST-SOUTH
 OS0781'CURVE IN INTERIOR-WETA ROAD, 0.2 MILE NORTH OF T-ROAD
 OS0781'INTERSECTION, ABOUT 0.2 MILE NORTHWEST OF ROAD CURVE, WHERE ROAD
 OS0781'SWINGS AROUND THE SOUTH END OF SPUR.  THE MARK PROJECTS 4
 OS0781'INCHES.
 OS0781'
 OS0781'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION AT BOTTOM OF
 OS0781'HILL.  THE MARK PROJECTS 6 INCHES.
 OS0781'
 OS0781'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AT BOTTOM OF
 OS0781'HILL.  THE MARK PROJECTS 8 INCHES.  THE DISTANCE BETWEEN THE
 OS0781'REFERENCE MARK IS 246.29 FEET.
 OS0781'
 OS0781'THE AZIMUTH MARK IS WEST-SOUTHWEST OF STATION, 40 FEET SOUTH OF
 OS0781'CENTERLINE OF INTERIOR-WETA ROAD, 6 FEET EAST OF TELEPHONE POLE.
 OS0781'THE MARK PROJECTS 8 INCHES.
 OS0781'
 OS0781'TO REACH THE STATION FROM THE INDEPENDENT ORDER ODD FELLOWS HALL
 OS0781'IN INTERIOR, FOLLOW THE ROAD LEADING TO KADOKA, VIA WETA,
 OS0781'FOR 12.5 MILES TO POINT WHERE ROAD CURVES NORTH AROUND SOUTH END
 OS0781'OF SPUR OF STEEP HILLS.  GO NORTH FROM CURVE FOR 0.2 MILE TO
 OS0781'TELEPHONE POLE NO. 7 ON WEST SIDE OF ROAD.  TURN WEST (LEFT) OFF
 OS0781'ROAD AND DRIVE ABOUT 100 YARDS TO BASE OF STEEP, SHARP-POINTED
 OS0781'HILL AND END OF TRUCK TRAVEL.  PACK ABOUT 50 YARDS TO TOP OF
 OS0781'HILL AND STATION.  THIS IS A STEEP PACK.
 OS0781'
 OS0781'SIGNALS SHOWN FROM 4-FOOT STANDS AT WETA AND POTATO ARE VISIBLE
 OS0781'FROM THE GROUND.  A SIGNAL SHOWN FROM THE GROUND AT TARGET 2
 OS0781'IS VISIBLE FROM THE GROUND.
 OS0781'
 OS0781'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0781'BRONZE DISKS SET IN CONCRETE.
 OS0781'
 OS0781'HEIGHT OF LIGHT ABOVE STATION MARK - 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0397 ***********************************************************************
 PR0397  DESIGNATION -  SS 56
 PR0397  PID         -  PR0397
 PR0397  STATE/COUNTY-  SD/CODINGTON
 PR0397  COUNTRY     -  US
 PR0397  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0397
 PR0397                         *CURRENT SURVEY CONTROL
 PR0397  ______________________________________________________________________
 PR0397* NAD 83(1986) POSITION- 44 54 10.     (N) 097 06 43.     (W)   SCALED
 PR0397* NAVD 88 ORTHO HEIGHT -   530.389 (meters)     1740.12  (feet) ADJUSTED
 PR0397  ______________________________________________________________________
 PR0397  GEOID HEIGHT    -        -25.123 (meters)                     GEOID18
 PR0397  DYNAMIC HEIGHT  -        530.311 (meters)     1739.86  (feet) COMP
 PR0397  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR0397
 PR0397  VERT ORDER      -  FIRST     CLASS II
 PR0397
 PR0397.The horizontal coordinates were scaled from a map and have
 PR0397.an estimated accuracy of +/- 6 seconds.
 PR0397
 PR0397.The orthometric height was determined by differential leveling and
 PR0397.adjusted by the NATIONAL GEODETIC SURVEY
 PR0397.in July 1998.
 PR0397
 PR0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0397.GEOID18 height accuracy estimate available here.
 PR0397
 PR0397.Click photographs - Photos may exist for this station.
 PR0397
 PR0397.The dynamic height is computed by dividing the NAVD 88
 PR0397.geopotential number by the normal gravity value computed on the
 PR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0397.degrees latitude (g = 980.6199 gals.).
 PR0397
 PR0397.The modeled gravity was interpolated from observed gravity values.
 PR0397
 PR0397;                    North         East    Units  Estimated Accuracy
 PR0397;SPC SD N     -   122,910.      828,040.      MT  (+/- 180 meters Scaled)
 PR0397
 PR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ490738(NAD 83)
 PR0397
 PR0397                          SUPERSEDED SURVEY CONTROL
 PR0397
 PR0397  NAVD 88 (06/15/91)  530.405  (m)         1740.17   (f) SUPERSEDED  1 2
 PR0397  NGVD 29 (??/??/92)  530.12   (m)         1739.2    (f) COMPUTED    1 2
 PR0397
 PR0397.Superseded values are not recommended for survey control.
 PR0397
 PR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0397.See file dsdata.pdf to determine how the superseded data were derived.
 PR0397
 PR0397_MARKER: DB = BENCH MARK DISK
 PR0397_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0397_SP_SET: BUILDING
 PR0397_STAMPING: SS 56 1934
 PR0397_MARK LOGO: CGS
 PR0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0397+STABILITY: SURFACE MOTION
 PR0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0397+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2011
 PR0397
 PR0397  HISTORY     - Date     Condition        Report By
 PR0397  HISTORY     - 1934     MONUMENTED       CGS
 PR0397  HISTORY     - 1966     GOOD             CGS
 PR0397  HISTORY     - 19900721 GOOD             NGS
 PR0397  HISTORY     - 19950925 GOOD             NGS
 PR0397  HISTORY     - 19961011 GOOD             CHANCE
 PR0397  HISTORY     - 20110819 GOOD             GEOCAC
 PR0397
 PR0397                          STATION DESCRIPTION
 PR0397
 PR0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PR0397'AT WATERTOWN.
 PR0397'AT WATERTOWN, CODINGTON COUNTY, AT THE CHICAGO, ROCK ISLAND AND
 PR0397'PACIFIC RAILWAY AND THE MINNEAPOLIS AND ST. LOUIS RAILWAY
 PR0397'PASSENGER STATION, AT THE EAST END OF THE BUILDING, 28 INCHES
 PR0397'NORTH OF THE SOUTHEAST CORNER, BETWEEN THE FOURTH AND FIFTH
 PR0397'COURSES OF BRICK ABOVE THE WATER TABLE, AND ABOUT 3 FEET ABOVE
 PR0397'GROUND.  A STANDARD DISK, STAMPED SS 56 1934 AND SET VERTICALLY.
 PR0397'NOTE-- THE DISK IS ALMOST COVERED BY A WOODEN LOADING PLATFORM
 PR0397'AND IT WOULD BE DIFFICULT TO USE.  THE DEPOT IS ON THE EAST
 PR0397'SIDE OF NORTH ROADWAY.
 PR0397
 PR0397                          STATION RECOVERY (1990)
 PR0397
 PR0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0397'RECOVERED IN GOOD CONDITION.
 PR0397
 PR0397                          STATION RECOVERY (1995)
 PR0397
 PR0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0397'IN WATERTOWN, AT THE INTERSECTION OF THE DAKOTA MINNESOTA EASTERN
 PR0397'RAILROAD AND NORTH BROADWAY STREET, SET VERTICALLY IN THE EAST FACE OF
 PR0397'THE DEPOT MUSEUM (OLD RAILROAD STATION), 87.0 M (285.4 FT) EAST OF THE
 PR0397'STREET CENTER, 14.6 M (47.9 FT) WEST OF THE EAST END OF A LOADING
 PR0397'DOCK, 10.2 M (33.5 FT) NORTH OF THE NEAR RAIL, 7.8 M (25.6 FT) SOUTH
 PR0397'OF THE NORTHEAST CORNER OF THE BUILDING, 0.8 M (2.6 FT) NORTH OF THE
 PR0397'SOUTHEAST CORNER OF THE BUILDING, AND 1.9 M (6.2 FT) ABOVE THE GROUND
 PR0397'SURFACE.
 PR0397
 PR0397                          STATION RECOVERY (1996)
 PR0397
 PR0397'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0397'RECOVERED AS DESCRIBED.
 PR0397
 PR0397                          STATION RECOVERY (2011)
 PR0397
 PR0397'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0397'ACCESS IS THROUGH AN ENTRANCE IN A STUB BRICK WALL THAT SHIELDS
 PR0397'SEVERAL AIR CONDITIONING UNITS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0379 ***********************************************************************
 QS0379  DESIGNATION -  SS 65
 QS0379  PID         -  QS0379
 QS0379  STATE/COUNTY-  SD/CORSON
 QS0379  COUNTRY     -  US
 QS0379  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0379
 QS0379                         *CURRENT SURVEY CONTROL
 QS0379  ______________________________________________________________________
 QS0379* NAD 83(1986) POSITION- 45 48 39.     (N) 100 48 41.     (W)   SCALED
 QS0379* NAVD 88 ORTHO HEIGHT -   612.803 (meters)     2010.50  (feet) ADJUSTED
 QS0379  ______________________________________________________________________
 QS0379  GEOID HEIGHT    -        -21.133 (meters)                     GEOID18
 QS0379  DYNAMIC HEIGHT  -        612.751 (meters)     2010.33  (feet) COMP
 QS0379  MODELED GRAVITY -    980,510.7   (mgal)                       NAVD 88
 QS0379
 QS0379  VERT ORDER      -  SECOND    CLASS 0
 QS0379
 QS0379.The horizontal coordinates were scaled from a map and have
 QS0379.an estimated accuracy of +/- 6 seconds.
 QS0379
 QS0379.The orthometric height was determined by differential leveling and
 QS0379.adjusted by the NATIONAL GEODETIC SURVEY
 QS0379.in June 1991.
 QS0379
 QS0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0379.GEOID18 height accuracy estimate available here.
 QS0379
 QS0379.Click photographs - Photos may exist for this station.
 QS0379
 QS0379.The dynamic height is computed by dividing the NAVD 88
 QS0379.geopotential number by the normal gravity value computed on the
 QS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0379.degrees latitude (g = 980.6199 gals.).
 QS0379
 QS0379.The modeled gravity was interpolated from observed gravity values.
 QS0379
 QS0379;                    North         East    Units  Estimated Accuracy
 QS0379;SPC SD N     -   220,070.      536,930.      MT  (+/- 180 meters Scaled)
 QS0379
 QS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR592746(NAD 83)
 QS0379
 QS0379                          SUPERSEDED SURVEY CONTROL
 QS0379
 QS0379  NGVD 29 (??/??/92)  612.380  (m)         2009.12   (f) ADJ UNCH    2 0
 QS0379
 QS0379.Superseded values are not recommended for survey control.
 QS0379
 QS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0379.See file dsdata.pdf to determine how the superseded data were derived.
 QS0379
 QS0379_MARKER: DB = BENCH MARK DISK
 QS0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0379_SP_SET: COAL BIN
 QS0379_STAMPING: SS 65 1934
 QS0379_MARK LOGO: CGS
 QS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0379+STABILITY: SURFACE MOTION
 QS0379
 QS0379  HISTORY     - Date     Condition        Report By
 QS0379  HISTORY     - 1934     MONUMENTED       CGS
 QS0379  HISTORY     - 1945     GOOD             CGS
 QS0379
 QS0379                          STATION DESCRIPTION
 QS0379
 QS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0379'AT MC LAUGHLIN.
 QS0379'AT MC LAUGHLIN, CORSON COUNTY, AT THE NORTHWEST CORNER OF THE
 QS0379'SCHOOL, IN THE CONCRETE TOP OF A COAL BIN, AND 2 FEET SOUTHEAST
 QS0379'OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK,
 QS0379'STAMPED SS 65 1934.  NOTE-- THIS BENCH MARK WAS NOT INCLUDED
 QS0379'IN THE RELEVELING OF 1940.
 QS0379
 QS0379                          STATION RECOVERY (1945)
 QS0379
 QS0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0806 ***********************************************************************
 QS0806  DESIGNATION -  ST BENEDICT
 QS0806  PID         -  QS0806
 QS0806  STATE/COUNTY-  SD/CORSON
 QS0806  COUNTRY     -  US
 QS0806  USGS QUAD   -  KLINE BUTTES (2017)
 QS0806
 QS0806                         *CURRENT SURVEY CONTROL
 QS0806  ______________________________________________________________________
 QS0806* NAD 83(1996) POSITION- 45 50 33.42153(N) 100 30 56.22960(W)   ADJUSTED
 QS0806* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 QS0806  ______________________________________________________________________
 QS0806  GEOID HEIGHT    -        -21.557 (meters)                     GEOID18
 QS0806  LAPLACE CORR    -         -5.56  (seconds)                    DEFLEC18
 QS0806  HORZ ORDER      -  SECOND
 QS0806
 QS0806.The horizontal coordinates were established by classical geodetic methods
 QS0806.and adjusted by the National Geodetic Survey in January 1998.
 QS0806
 QS0806.The orthometric height was scaled from a topographic map.
 QS0806
 QS0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0806.GEOID18 height accuracy estimate available here.
 QS0806
 QS0806.Click photographs - Photos may exist for this station.
 QS0806
 QS0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0806
 QS0806. The following values were computed from the NAD 83(1996) position.
 QS0806
 QS0806;                    North         East     Units Scale Factor Converg.
 QS0806;SPC SD N     -   223,415.781   559,944.217   MT  1.00003464   -0 21 53.7
 QS0806;SPC SD N     -   732,989.94  1,837,083.65   sFT  1.00003464   -0 21 53.7
 QS0806;UTM  14      - 5,077,678.291   382,310.182   MT  0.99977028   -1 05 14.9
 QS0806
 QS0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0806!SPC SD N     -   0.99989704  x   1.00003464  =   0.99993167
 QS0806!UTM  14      -   0.99989704  x   0.99977028  =   0.99966734
 QS0806
 QS0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8231077678(NAD 83)
 QS0806
 QS0806                          SUPERSEDED SURVEY CONTROL
 QS0806
 QS0806  NAD 83(1986)-  45 50 33.41215(N)    100 30 56.22487(W) AD(       ) 2
 QS0806  NAD 27      -  45 50 33.41700(N)    100 30 54.76700(W) AD(       ) 2
 QS0806  MORC        -  45 50 30.75000(N)    100 30 54.23000(W) AD(       ) 3
 QS0806
 QS0806.Superseded values are not recommended for survey control.
 QS0806
 QS0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0806.See file dsdata.pdf to determine how the superseded data were derived.
 QS0806
 QS0806_MARKER: Z = SEE DESCRIPTION
 QS0806_SETTING: 0 = UNSPECIFIED SETTING
 QS0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0806
 QS0806  HISTORY     - Date     Condition        Report By
 QS0806  HISTORY     - 1889     MONUMENTED       MORC
 QS0806  HISTORY     - 1945     GOOD             CGS
 QS0806
 QS0806                          STATION DESCRIPTION
 QS0806
 QS0806'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0806'LOCATED ON RIGHT BANK, ON EXTREME NE POINT OF A VERY HIGH
 QS0806'RIDGE, 5-1/2 MILES SW FROM ST. BENEDICT MISSION.  A FLAT
 QS0806'STONE FOUND ON HILL WAS USED TO MARK STATION INSTEAD OF THE
 QS0806'REGULATION STONE.
 QS0806
 QS0806                          STATION RECOVERY (1945)
 QS0806
 QS0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 QS0806'IT IS ASSUMED THAT THIS STATION WAS AT THE CAIRN ON THE NE
 QS0806'POINT OF RIDGE AND THAT THE CAIRN WAS BUILT AROUND THE
 QS0806'REGULATION PIPE OF THE MISSOURI RIVER COMMISSION.  THE GROUND
 QS0806'AT THIS POINT IS SANDSTONE AND EXAMINATION BENEATH THE CAIRN
 QS0806'SHOWS THAT THE STONE HAS DISINTEGRATED FOR A DEPTH OF ABOUT
 QS0806'10 INCHES BEFORE SOLID MATERIAL IS FOUND.  THE DRILL HOLE WAS
 QS0806'NOT FOUND AND IS EVIDENTLY LOST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0736 ***********************************************************************
 OT0736  DESIGNATION -  ST CECELIA
 OT0736  PID         -  OT0736
 OT0736  STATE/COUNTY-  SD/JACKSON
 OT0736  COUNTRY     -  US
 OT0736  USGS QUAD   -  CONATA SE (2017)
 OT0736
 OT0736                         *CURRENT SURVEY CONTROL
 OT0736  ______________________________________________________________________
 OT0736* NAD 83(1996) POSITION- 43 35 50.58448(N) 102 04 47.75676(W)   ADJUSTED
 OT0736* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 OT0736  ______________________________________________________________________
 OT0736  GEOID HEIGHT    -        -19.504 (meters)                     GEOID18
 OT0736  LAPLACE CORR    -         -7.07  (seconds)                    DEFLEC18
 OT0736  HORZ ORDER      -  FIRST
 OT0736
 OT0736.The horizontal coordinates were established by classical geodetic methods
 OT0736.and adjusted by the National Geodetic Survey in January 1998.
 OT0736
 OT0736.The orthometric height was scaled from a topographic map.
 OT0736
 OT0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0736.GEOID18 height accuracy estimate available here.
 OT0736
 OT0736.Click photographs - Photos may exist for this station.
 OT0736
 OT0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0736
 OT0736. The following values were computed from the NAD 83(1996) position.
 OT0736
 OT0736;                    North         East     Units Scale Factor Converg.
 OT0736;SPC SD S     -   141,907.562   458,991.627   MT  0.99990694   -1 12 17.6
 OT0736;SPC SD S     -   465,575.06  1,505,875.03   sFT  0.99990694   -1 12 17.6
 OT0736;UTM  13      - 4,831,300.393   735,696.278   MT  1.00028337   +2 00 52.4
 OT0736;UTM  14      - 4,831,766.752   251,399.458   MT  1.00036026   -2 07 29.9
 OT0736
 OT0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0736!SPC SD S     -   0.99985967  x   0.99990694  =   0.99976663
 OT0736!UTM  13      -   0.99985967  x   1.00028337  =   1.00014301
 OT0736!UTM  14      -   0.99985967  x   1.00036026  =   1.00021988
 OT0736
 OT0736:                Primary Azimuth Mark                     Grid Az
 OT0736:SPC SD S     -  ST CECELIA AZ MK                         312 23 52.6
 OT0736:UTM  13      -  ST CECELIA AZ MK                         309 10 42.6
 OT0736:UTM  14      -  ST CECELIA AZ MK                         313 19 04.9
 OT0736
 OT0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3569631300(NAD 83)
 OT0736
 OT0736|---------------------------------------------------------------------|
 OT0736| PID    Reference Object                     Distance      Geod. Az  |
 OT0736|                                                           dddmmss.s |
 OT0736| OS0784 INTERIOR PRESB CH CUPOLA            APPROX.16.4 KM 0284346.2 |
 OT0736| CQ4122 ST CECELIA RM 1                      11.409 METERS 05340     |
 OT0736| CQ4123 ST CECELIA RM 2                      11.558 METERS 12727     |
 OT0736| OT0737 ST CECELIA CHURCH CUPOLA            426.335 METERS 3044753.0 |
 OT0736| CQ4121 ST CECELIA AZ MK                                   3111135.0 |
 OT0736|---------------------------------------------------------------------|
 OT0736
 OT0736                          SUPERSEDED SURVEY CONTROL
 OT0736
 OT0736  NAD 83(1995)-  43 35 50.57862(N)    102 04 47.76041(W) AD(       ) 1
 OT0736  NAD 83(1986)-  43 35 50.57647(N)    102 04 47.75813(W) AD(       ) 1
 OT0736  NAD 27      -  43 35 50.59760(N)    102 04 46.19920(W) AD(       ) 1
 OT0736
 OT0736.Superseded values are not recommended for survey control.
 OT0736
 OT0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0736.See file dsdata.pdf to determine how the superseded data were derived.
 OT0736
 OT0736_MARKER: DS = TRIANGULATION STATION DISK
 OT0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0736_STAMPING: ST CECELIA 1936
 OT0736_MARK LOGO: CGS
 OT0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0736+STABILITY: SURFACE MOTION
 OT0736
 OT0736  HISTORY     - Date     Condition        Report By
 OT0736  HISTORY     - 1936     MONUMENTED       CGS
 OT0736  HISTORY     - 1962     GOOD             CGS
 OT0736
 OT0736                          STATION DESCRIPTION
 OT0736
 OT0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0736'STATION IS ABOUT 10-1/2 MILES AIRLINE AND 13.2 MILES BY ROAD
 OT0736'SOUTHWEST OF INTERIOR, IN THE SOUTHEAST QUARTER SEC. 21, T. 42
 OT0736'N., R. 40 W., ON HIGHEST POINT OF KNOB IN PASTURE FIELD ON
 OT0736'NORTH PART OF THE RIDGE BETWEEN POTATO CREEK AND RED WATER
 OT0736'CREEK, 0.3 MILE SOUTHEAST OF ST. CECELIA CHURCH (COUNTRY
 OT0736'CHURCH), ABOUT 0.75 MILE EAST OF MAIN-TRAVELED ROAD RUNNING
 OT0736'NORTH AND SOUTH, 31 FEET WEST OF FENCE LINE, AT EAST SIDE OF
 OT0736'PASTURE.  THE MARK PROJECTS 4 INCHES.
 OT0736'
 OT0736'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1 FOOT WEST
 OT0736'OF FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 OT0736'
 OT0736'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 1 FOOT WEST OF
 OT0736'FENCE LINE.  THE MARK PROJECTS 6 INCHES.  THE DISTANCE BETWEEN
 OT0736'THE REFERENCE MARKS IS 45.24 FEET.
 OT0736'
 OT0736'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, AT NORTHWEST
 OT0736'CORNER OF ST. CECELIA CHURCHYARD, 6 FEET EAST OF FENCE CORNER,
 OT0736'2 FEET SOUTH OF EAST-WEST FENCE LINE, AT NORTH SIDE OF CHURCHYARD.
 OT0736'THE MARK PROJECTS 6 INCHES.
 OT0736'
 OT0736'TO REACH THE STATION FROM INDEPENDENT ORDER ODD FELLOWS HALL
 OT0736'AT MAIN CORNER IN INTERIOR, GO WEST ON STATE HIGHWAY 40 FOR
 OT0736'2.1 MILES TO COUNTY LINE AND T-INTERSECTION.  GO SOUTH FOR 0.9
 OT0736'MILE TO BRIDGE ACROSS WHITE RIVER, CONTINUE ACROSS BRIDGE FOR
 OT0736'0.3 MILE TO FORKS, TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR
 OT0736'5.9 MILES TO CROSSROADS.  GO RIGHT ON MAIN ROAD 3.0 MILES TO
 OT0736'CROSSROADS, THEN LEFT (SOUTH) FOR 1.0 MILE TO CURVE, THEN EAST
 OT0736'0.5 MILE TO CURVE SOUTH.  GO SOUTH 0.5 MILE TO GATE IN FENCE
 OT0736'LINE ON WEST SIDE OF ROAD OPPOSITE OIL-DRUM MAIL BOX, THEN
 OT0736'EAST THROUGH GATE AND FOLLOW FARM ROAD EAST FOR 0.75 MILE TO
 OT0736'FORKS AT EAST SIDE OF EDWARD JANIS HOUSE.  TAKE RIGHT FORK
 OT0736'AND GO SOUTH FOR 0.95 MILE TO ST. CECELIA CHURCH, THEN
 OT0736'SOUTHEAST ACROSS FIELD FOR 0.3 MILE TO HIGHEST POINT OF
 OT0736'HILL AND STATION.
 OT0736'
 OT0736'SIGNALS SHOWN FROM THE GROUND AT RED WATER 1934, HURLEY 1934,
 OT0736'INTERIOR, FLAT TOP, AND POTATO ARE VISIBLE FROM THE GROUND AT
 OT0736'THIS STATION.
 OT0736'
 OT0736'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0736'BRONZE DISKS SET IN CONCRETE.
 OT0736
 OT0736                          STATION RECOVERY (1962)
 OT0736
 OT0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0736'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 OT0736'IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0737 ***********************************************************************
 OT0737  DESIGNATION -  ST CECELIA CHURCH CUPOLA
 OT0737  PID         -  OT0737
 OT0737  STATE/COUNTY-  SD/JACKSON
 OT0737  COUNTRY     -  US
 OT0737  USGS QUAD   -  CONATA SE (2017)
 OT0737
 OT0737                         *CURRENT SURVEY CONTROL
 OT0737  ______________________________________________________________________
 OT0737* NAD 83(1996) POSITION- 43 35 58.46769(N) 102 05 03.36586(W)   ADJUSTED
 OT0737  ______________________________________________________________________
 OT0737  GEOID HEIGHT    -        -19.493 (meters)                     GEOID18
 OT0737  LAPLACE CORR    -         -6.99  (seconds)                    DEFLEC18
 OT0737  HORZ ORDER      -  THIRD
 OT0737
 OT0737.The horizontal coordinates were established by classical geodetic methods
 OT0737.and adjusted by the National Geodetic Survey in January 1998.
 OT0737
 OT0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0737.GEOID18 height accuracy estimate available here.
 OT0737
 OT0737.Click photographs - Photos may exist for this station.
 OT0737
 OT0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0737
 OT0737. The following values were computed from the NAD 83(1996) position.
 OT0737
 OT0737;                    North         East     Units Scale Factor Converg.
 OT0737;SPC SD S     -   142,158.150   458,646.759   MT  0.99990692   -1 12 28.4
 OT0737;SPC SD S     -   466,397.20  1,504,743.58   sFT  0.99990692   -1 12 28.4
 OT0737;UTM  13      - 4,831,531.304   735,337.747   MT  1.00028129   +2 00 41.9
 OT0737
 OT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3533731531(NAD 83)
 OT0737
 OT0737                          SUPERSEDED SURVEY CONTROL
 OT0737
 OT0737  NAD 83(1995)-  43 35 58.46177(N)    102 05 03.36925(W) AD(       ) 3
 OT0737  NAD 83(1986)-  43 35 58.46000(N)    102 05 03.36602(W) AD(       ) 3
 OT0737  NAD 27      -  43 35 58.48000(N)    102 05 01.80300(W) AD(       ) 3
 OT0737
 OT0737.Superseded values are not recommended for survey control.
 OT0737
 OT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0737.See file dsdata.pdf to determine how the superseded data were derived.
 OT0737
 OT0737_MARKER: 86 = CUPOLA
 OT0737
 OT0737  HISTORY     - Date     Condition        Report By
 OT0737  HISTORY     - 1936     FIRST OBSERVED   CGS
 OT0737
 OT0737                          STATION DESCRIPTION
 OT0737
 OT0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0737'POINT OBSERVED UPON WAS CENTER OF CUPOLA AT BASE OF CROSS, ON
 OT0737'ST. CECELIA CHURCH (COUNTRY CHURCH).  THE CHURCH AND CUPOLA
 OT0737'ARE WHITE.  THE CUPOLA IS SURMOUNTED BY A GOLD CROSS, HAS AN
 OT0737'OPEN BELFRY AND IS ON THE EAST END OF THE CHURCH.  IT IS ABOUT
 OT0737'40 FEET ABOVE THE GROUND.
 OT0737'
 OT0737'STATION IS ABOUT 10-1/4 MILES AIRLINE SOUTHWEST OF INTERIOR
 OT0737'AND 0.3 MILE NORTHWEST OF ST. CECELIA.
 OT0737'
 OT0737'POINT WAS OBSERVED FROM INTERIOR, HURLEY 1934, RED WATER 1934,
 OT0737'POTATO, AND ST. CECELIA.  IT IS VISIBLE FROM GROUND AT THESE
 OT0737'STATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0708 ***********************************************************************
 OS0708  DESIGNATION -  ST FRANCIS
 OS0708  PID         -  OS0708
 OS0708  STATE/COUNTY-  SD/TODD
 OS0708  COUNTRY     -  US
 OS0708  USGS QUAD   -  ROSEBUD (2017)
 OS0708
 OS0708                         *CURRENT SURVEY CONTROL
 OS0708  ______________________________________________________________________
 OS0708* NAD 83(1996) POSITION- 43 07 51.25490(N) 100 51 47.77233(W)   ADJUSTED
 OS0708* NAVD 88 ORTHO HEIGHT -   929.8   (meters)     3051.    (feet) VERTCON3
 OS0708  ______________________________________________________________________
 OS0708  GEOID HEIGHT    -        -21.873 (meters)                     GEOID18
 OS0708  LAPLACE CORR    -         -6.88  (seconds)                    DEFLEC18
 OS0708  HORZ ORDER      -  FIRST
 OS0708
 OS0708.The horizontal coordinates were established by classical geodetic methods
 OS0708.and adjusted by the National Geodetic Survey in January 1998.
 OS0708
 OS0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0708
 OS0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0708.GEOID18 height accuracy estimate available here.
 OS0708
 OS0708.Click photographs - Photos may exist for this station.
 OS0708
 OS0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0708
 OS0708. The following values were computed from the NAD 83(1996) position.
 OS0708
 OS0708;                    North         East     Units Scale Factor Converg.
 OS0708;SPC SD S     -    88,740.680   556,883.047   MT  0.99994284   -0 21 56.1
 OS0708;SPC SD S     -   291,143.38  1,827,040.46   sFT  0.99994284   -0 21 56.1
 OS0708;UTM  14      - 4,777,036.671   348,448.942   MT  0.99988255   -1 16 26.8
 OS0708
 OS0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0708!SPC SD S     -   0.99985764  x   0.99994284  =   0.99980049
 OS0708!UTM  14      -   0.99985764  x   0.99988255  =   0.99974021
 OS0708
 OS0708:                Primary Azimuth Mark                     Grid Az
 OS0708:SPC SD S     -  ST FRANCIS AZ MK                         236 26 05.2
 OS0708:UTM  14      -  ST FRANCIS AZ MK                         237 20 35.9
 OS0708
 OS0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4844877036(NAD 83)
 OS0708
 OS0708|---------------------------------------------------------------------|
 OS0708| PID    Reference Object                     Distance      Geod. Az  |
 OS0708|                                                           dddmmss.s |
 OS0708| CO4608 ST FRANCIS RM 1                      45.229 METERS 04050     |
 OS0708| OS0705 LAKEVIEW CH CROSS NE PART           APPROX.12.7 KM 1203649.2 |
 OS0708| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.12.9 KM 1212112.1 |
 OS0708| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX. 7.9 KM 1272535.4 |
 OS0708| CO4609 ST FRANCIS RM 2                      45.208 METERS 14127     |
 OS0708| CO4607 ST FRANCIS AZ MK                                   2360409.1 |
 OS0708| OS0710 ST FRANCIS MUNICIPAL TANK           APPROX. 3.5 KM 2814208.7 |
 OS0708| OS0711 ST FRANCIS CHURCH CROSS             APPROX. 3.5 KM 2880901.3 |
 OS0708|---------------------------------------------------------------------|
 OS0708
 OS0708                          SUPERSEDED SURVEY CONTROL
 OS0708
 OS0708  NAD 83(1995)-  43 07 51.25419(N)    100 51 47.77257(W) AD(       ) 1
 OS0708  NAD 83(1986)-  43 07 51.25322(N)    100 51 47.78321(W) AD(       ) 1
 OS0708  NAD 27      -  43 07 51.23200(N)    100 51 46.25900(W) AD(       ) 1
 OS0708  NGVD 29 (07/19/86)  929.4    (m)         3049.     (f) VERT ANG       
 OS0708
 OS0708.Superseded values are not recommended for survey control.
 OS0708
 OS0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0708.See file dsdata.pdf to determine how the superseded data were derived.
 OS0708
 OS0708_MARKER: DS = TRIANGULATION STATION DISK
 OS0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0708_STAMPING: ST FRANCIS 1933
 OS0708_MARK LOGO: CGS
 OS0708_PROJECTION: FLUSH
 OS0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0708+STABILITY: SURFACE MOTION
 OS0708
 OS0708  HISTORY     - Date     Condition        Report By
 OS0708  HISTORY     - 1933     MONUMENTED       CGS
 OS0708  HISTORY     - 1936     GOOD             CGS
 OS0708
 OS0708                          STATION DESCRIPTION
 OS0708
 OS0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0708'ABOUT 8 MILES SOUTH OF ROSEBUD AND 2 MILES SOUTHEAST OF ST.
 OS0708'FRANCIS IN THE SOUTHWEST QUARTER SEC. 34, T. 37 N., R. 30
 OS0708'W., ON A SMALL KNOLL IN A NATIVE PASTURE.  REACHED FROM ST.
 OS0708'FRANCIS BY GOING SOUTH 1 MILE.  TURN EAST 2.25 MILES TO A
 OS0708'ROAD LEADING NORTH.  TURN NORTH HERE AND GO 0.15 MILE TO THE
 OS0708'HIGHEST POINT.  STATION IS ABOUT 50 FEET WEST OF FENCE ON
 OS0708'WEST SIDE OF ROAD SET FLUSH WITH GROUND.
 OS0708'
 OS0708'REFERENCE MARK NO. 1 IS IN FENCE LINE ON WEST SIDE OF ROAD
 OS0708'WHICH RUNS NORTH-AND-SOUTH DIVIDING SECTION 34.  IT IS ABOUT
 OS0708'500 FEET NORTH OF TOWNSHIP LINE DIVIDING TOWNSHIPS 37 AND 36.
 OS0708'
 OS0708'REFERENCE MARK NO. 2 IS IN FENCE LINE ON WEST SIDE OF ROAD
 OS0708'WHICH RUNS NORTH-AND-SOUTH DIVIDING SEC. 34.  IT IS ABOUT
 OS0708'400 FEET FROM TOWNSHIP LINE NORTH.
 OS0708'
 OS0708'AZIMUTH MARK IS ON NORTH FENCE LINE OF ROAD WHICH DIVIDES
 OS0708'TOWNSHIPS 37 AND 36, AND IS ABOUT 0.2 MILE WEST OF THE
 OS0708'HALF-SECTION CORNER OF SECTION 34.
 OS0708'
 OS0708'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0708'BRONZE DISKS SET IN CONCRET.
 OS0708'
 OS0708'HEIGHT OF LIGHT ABOVE STATION MARK - 6.71 METERS.
 OS0708
 OS0708                          STATION RECOVERY (1936)
 OS0708
 OS0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0708'STATION MARKS, AND REFERENCE MARKS 1 AND 2,
 OS0708'WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES TO
 OS0708'THE REFERENCE MARKS CHECKED AND FOUND TO BE CORRECT.  NO CHECK
 OS0708'WAS MADE TO THE AZIMUTH MARK.
 OS0708'
 OS0708'STATION IS ABOUT 8 MILES SOUTH OF ROSEBUD, SOUTH DAKOTA,
 OS0708'2 MILES EAST OF ST. FRANCIS, SOUTH DAKOTA, IN THE SOUTHWEST
 OS0708'QUARTER SEC. 34, T. 37 N., R. 30 W., ON A SMALL KNOLL IN
 OS0708'NATIVE PASTURE, ABOUT 50 FEET WEST OF NORTH-AND-SOUTH FENCE
 OS0708'ON WEST SIDE OF NORTH-AND-SOUTH ROAD.  ABOUT 0.1 MILE NORTH OF
 OS0708'EAST-AND-WEST ROAD AND IS FLUSH WITH THE GROUND.
 OS0708'
 OS0708'TO REACH FROM ST. FRANCIS GO SOUTH FOR 1.0 MILE, TURN LEFT
 OS0708'EAST AND GO 2.2 MILES TO ROAD LEADING NORTH, TURN NORTH ON
 OS0708'DIRT ROAD AND GO 0.1 MILE, TURN DUE WEST AND GO 0.05 MILE TO
 OS0708'STATION ON HIGHEST POINT.
 OS0708'
 OS0708'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN NORTH AND-SOUTH
 OS0708'FENCE LINE, 11 PACES WEST OF CENTERLINE OF NORTH-AND-SOUTH
 OS0708'ROAD, 500 FEET NORTH OF TOWNSHIP-LINE, AND PROJECTS ABOUT 5
 OS0708'INCHES.
 OS0708'
 OS0708'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION IN NORTH-AND-SOUTH
 OS0708'FENCE LINE, 11 PACES WEST OF CENTERLINE OF NORTH-AND-SOUTH
 OS0708'ROAD AND PROJECTS 5 INCHES.
 OS0708'
 OS0708'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE HALF-SECTION CORNER
 OS0708'OF SECTION 34, ON NORTH FENCE LINE OF ROAD WHICH DIVIDES
 OS0708'TOWNSHIPS 37 AND 36, AND IS APPROXIMATELY ONE QUARTER MILE
 OS0708'FROM STATION.
 OS0708'
 OS0708'ALL LINES VISIBLE FROM GROUND.
 OS0708'
 OS0708'HEIGHT OF LIGHT ABOVE STATION MARK - 30 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0711 ***********************************************************************
 OS0711  DESIGNATION -  ST FRANCIS CHURCH CROSS
 OS0711  PID         -  OS0711
 OS0711  STATE/COUNTY-  SD/TODD
 OS0711  COUNTRY     -  US
 OS0711  USGS QUAD   -  SAINT FRANCIS (2017)
 OS0711
 OS0711                         *CURRENT SURVEY CONTROL
 OS0711  ______________________________________________________________________
 OS0711* NAD 83(1996) POSITION- 43 08 26.98474(N) 100 54 16.71952(W)   ADJUSTED
 OS0711  ______________________________________________________________________
 OS0711  GEOID HEIGHT    -        -21.791 (meters)                     GEOID18
 OS0711  LAPLACE CORR    -         -6.97  (seconds)                    DEFLEC18
 OS0711  HORZ ORDER      -  THIRD
 OS0711
 OS0711.The horizontal coordinates were established by classical geodetic methods
 OS0711.and adjusted by the National Geodetic Survey in January 1998.
 OS0711
 OS0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0711.GEOID18 height accuracy estimate available here.
 OS0711
 OS0711.Click photographs - Photos may exist for this station.
 OS0711
 OS0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0711
 OS0711. The following values were computed from the NAD 83(1996) position.
 OS0711
 OS0711;                    North         East     Units Scale Factor Converg.
 OS0711;SPC SD S     -    89,865.524   553,524.375   MT  0.99994139   -0 23 38.8
 OS0711;SPC SD S     -   294,833.81  1,816,021.22   sFT  0.99994139   -0 23 38.8
 OS0711;UTM  14      - 4,778,214.566   345,108.705   MT  0.99989514   -1 18 09.5
 OS0711
 OS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4510878214(NAD 83)
 OS0711
 OS0711                          SUPERSEDED SURVEY CONTROL
 OS0711
 OS0711  NAD 83(1995)-  43 08 26.98387(N)    100 54 16.71947(W) AD(       ) 3
 OS0711  NAD 83(1986)-  43 08 26.98417(N)    100 54 16.72922(W) AD(       ) 3
 OS0711  NAD 27      -  43 08 26.96700(N)    100 54 15.21400(W) AD(       ) 3
 OS0711
 OS0711.Superseded values are not recommended for survey control.
 OS0711
 OS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0711.See file dsdata.pdf to determine how the superseded data were derived.
 OS0711
 OS0711_MARKER: 91 = CHURCH CROSS
 OS0711
 OS0711  HISTORY     - Date     Condition        Report By
 OS0711  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0711
 OS0711                          STATION DESCRIPTION
 OS0711
 OS0711'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0710 ***********************************************************************
 OS0710  DESIGNATION -  ST FRANCIS MUNICIPAL TANK
 OS0710  PID         -  OS0710
 OS0710  STATE/COUNTY-  SD/TODD
 OS0710  COUNTRY     -  US
 OS0710  USGS QUAD   -  SAINT FRANCIS (2017)
 OS0710
 OS0710                         *CURRENT SURVEY CONTROL
 OS0710  ______________________________________________________________________
 OS0710* NAD 83(1996) POSITION- 43 08 14.51682(N) 100 54 21.31110(W)   ADJUSTED
 OS0710  ______________________________________________________________________
 OS0710  GEOID HEIGHT    -        -21.774 (meters)                     GEOID18
 OS0710  LAPLACE CORR    -         -7.01  (seconds)                    DEFLEC18
 OS0710  HORZ ORDER      -  THIRD
 OS0710
 OS0710.The horizontal coordinates were established by classical geodetic methods
 OS0710.and adjusted by the National Geodetic Survey in January 1998.
 OS0710
 OS0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0710.GEOID18 height accuracy estimate available here.
 OS0710
 OS0710.Click photographs - Photos may exist for this station.
 OS0710
 OS0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0710
 OS0710. The following values were computed from the NAD 83(1996) position.
 OS0710
 OS0710;                    North         East     Units Scale Factor Converg.
 OS0710;SPC SD S     -    89,481.512   553,417.968   MT  0.99994189   -0 23 42.0
 OS0710;SPC SD S     -   293,573.93  1,815,672.12   sFT  0.99994189   -0 23 42.0
 OS0710;UTM  14      - 4,777,832.307   344,996.228   MT  0.99989557   -1 18 12.4
 OS0710
 OS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4499677832(NAD 83)
 OS0710
 OS0710                          SUPERSEDED SURVEY CONTROL
 OS0710
 OS0710  NAD 83(1995)-  43 08 14.51600(N)    100 54 21.31088(W) AD(       ) 3
 OS0710  NAD 83(1986)-  43 08 14.51604(N)    100 54 21.32089(W) AD(       ) 3
 OS0710  NAD 27      -  43 08 14.49700(N)    100 54 19.80600(W) AD(       ) 3
 OS0710
 OS0710.Superseded values are not recommended for survey control.
 OS0710
 OS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0710.See file dsdata.pdf to determine how the superseded data were derived.
 OS0710
 OS0710_MARKER: 53 = ELEVATED TANK
 OS0710
 OS0710  HISTORY     - Date     Condition        Report By
 OS0710  HISTORY     - 1933     FIRST OBSERVED   CGS
 OS0710  HISTORY     - 1936     GOOD             CGS
 OS0710
 OS0710                          STATION DESCRIPTION
 OS0710
 OS0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0710'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 OS0710'WATER TANK LOCATED AT THE EDGE OF TOWN.  IT IS A LARGE, SQUAT
 OS0710'TANK MOUNTED ON A CONCRETE BASE APPROXIMATELY 50 FEET HIGH.
 OS0710'
 OS0710'OBSERVED UPON FROM TRIANGULATION STATIONS PARMELEE, SOUTH AND
 OS0710'BARNES.
 OS0710'
 OS0710'OFFICE NOTE--LOCATED 1933, C.I.A., NOT DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0674 ***********************************************************************
 OS0674  DESIGNATION -  ST GEORGES EPISCOPAL CH CUPOLA
 OS0674  PID         -  OS0674
 OS0674  STATE/COUNTY-  SD/MELLETTE
 OS0674  COUNTRY     -  US
 OS0674  USGS QUAD   -  BADNATION (2017)
 OS0674
 OS0674                         *CURRENT SURVEY CONTROL
 OS0674  ______________________________________________________________________
 OS0674* NAD 83(1996) POSITION- 43 38 57.72793(N) 100 16 45.75699(W)   ADJUSTED
 OS0674  ______________________________________________________________________
 OS0674  GEOID HEIGHT    -        -25.008 (meters)                     GEOID18
 OS0674  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 OS0674  HORZ ORDER      -  THIRD
 OS0674
 OS0674.The horizontal coordinates were established by classical geodetic methods
 OS0674.and adjusted by the National Geodetic Survey in January 1998.
 OS0674
 OS0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0674.GEOID18 height accuracy estimate available here.
 OS0674
 OS0674.Click photographs - Photos may exist for this station.
 OS0674
 OS0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0674
 OS0674. The following values were computed from the NAD 83(1996) position.
 OS0674
 OS0674;                    North         East     Units Scale Factor Converg.
 OS0674;SPC SD S     -   146,201.433   604,352.636   MT  0.99990702   +0 02 14.0
 OS0674;SPC SD S     -   479,662.53  1,982,780.27   sFT  0.99990702   +0 02 14.0
 OS0674;UTM  14      - 4,833,725.386   396,824.541   MT  0.99973094   -0 52 59.4
 OS0674
 OS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9682433725(NAD 83)
 OS0674
 OS0674                          SUPERSEDED SURVEY CONTROL
 OS0674
 OS0674  NAD 83(1995)-  43 38 57.72421(N)    100 16 45.76340(W) AD(       ) 3
 OS0674  NAD 83(1986)-  43 38 57.72381(N)    100 16 45.76858(W) AD(       ) 3
 OS0674  NAD 27      -  43 38 57.75000(N)    100 16 44.28000(W) AD(       ) 3
 OS0674
 OS0674.Superseded values are not recommended for survey control.
 OS0674
 OS0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0674.See file dsdata.pdf to determine how the superseded data were derived.
 OS0674
 OS0674_MARKER: 86 = CUPOLA
 OS0674
 OS0674  HISTORY     - Date     Condition        Report By
 OS0674  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0674
 OS0674                          STATION DESCRIPTION
 OS0674
 OS0674'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0853 ***********************************************************************
 OQ0853  DESIGNATION -  ST JACOBS LUTH CH STEEPLE
 OQ0853  PID         -  OQ0853
 OQ0853  STATE/COUNTY-  SD/MINNEHAHA
 OQ0853  COUNTRY     -  US
 OQ0853  USGS QUAD   -  BUFFALO TRADING POST (2017)
 OQ0853
 OQ0853                         *CURRENT SURVEY CONTROL
 OQ0853  ______________________________________________________________________
 OQ0853* NAD 83(1996) POSITION- 43 48 19.57636(N) 097 02 58.88133(W)   ADJUSTED
 OQ0853  ______________________________________________________________________
 OQ0853  GEOID HEIGHT    -        -25.915 (meters)                     GEOID18
 OQ0853  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 OQ0853  HORZ ORDER      -  THIRD
 OQ0853
 OQ0853.The horizontal coordinates were established by classical geodetic methods
 OQ0853.and adjusted by the National Geodetic Survey in January 1998.
 OQ0853
 OQ0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0853.GEOID18 height accuracy estimate available here.
 OQ0853
 OQ0853.Click photographs - Photos may exist for this station.
 OQ0853
 OQ0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0853
 OQ0853. The following values were computed from the NAD 83(1996) position.
 OQ0853
 OQ0853;                    North         East     Units Scale Factor Converg.
 OQ0853;SPC SD S     -   168,760.862   864,135.682   MT  0.99991219   +2 15 54.8
 OQ0853;SPC SD S     -   553,676.26  2,835,085.15   sFT  0.99991219   +2 15 54.8
 OQ0853;UTM  14      - 4,852,112.178   656,875.808   MT  0.99990270   +1 21 01.1
 OQ0853
 OQ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP5687552112(NAD 83)
 OQ0853
 OQ0853                          SUPERSEDED SURVEY CONTROL
 OQ0853
 OQ0853  NAD 83(1986)-  43 48 19.58137(N)    097 02 58.85838(W) AD(       ) 3
 OQ0853  NAD 27      -  43 48 19.66000(N)    097 02 57.65000(W) AD(       ) 3
 OQ0853
 OQ0853.Superseded values are not recommended for survey control.
 OQ0853
 OQ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0853.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0853
 OQ0853_MARKER: 91 = CHURCH CROSS
 OQ0853
 OQ0853  HISTORY     - Date     Condition        Report By
 OQ0853  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0853  HISTORY     - 1971     GOOD             NGS
 OQ0853
 OQ0853                          STATION DESCRIPTION
 OQ0853
 OQ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0853'STATION IS LOCATED ABOUT 6 MILES WEST AND 1 MILE NORTH OF
 OQ0853'COLTON IN THE NORTHWEST ANGLE OF A CROSSROADS.  STATION IS
 OQ0853'ABOUT 70 X 20, PAINTED WHITE, AND ABOUT 80 FEET HIGH.
 OQ0853'
 OQ0853'THE POINT INTERSECTED WAS THE CROSS ATOP THE STEEPLE.
 OQ0853'
 OQ0853'TO REACH FROM THE POST OFFICE IN COLTON GO WEST FOR 0.2 MILE.
 OQ0853'TURN RIGHT AND GO NORTH FOR 0.2 MILE TO CROSSROADS.  TURN LEFT
 OQ0853'AND GO WEST ON SURFACED ROAD FOR 6.0 MILES TO CROSSROADS.
 OQ0853'TURN RIGHT AND GO NORTH FOR 1.0 MILE TO STATION ON LEFT AS
 OQ0853'DESCRIBED.
 OQ0853
 OQ0853                          STATION RECOVERY (1971)
 OQ0853
 OQ0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OQ0853'THE STATION WAS RECOVERED AND APPEARED TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0531 ***********************************************************************
 QQ0531  DESIGNATION -  ST JOHANNES EVAN LUTH CH SPIRE
 QQ0531  PID         -  QQ0531
 QQ0531  STATE/COUNTY-  SD/GRANT
 QQ0531  COUNTRY     -  US
 QQ0531  USGS QUAD   -  ROSEN (2019)
 QQ0531
 QQ0531                         *CURRENT SURVEY CONTROL
 QQ0531  ______________________________________________________________________
 QQ0531* NAD 83(1996) POSITION- 45 13 23.60983(N) 096 28 36.35404(W)   ADJUSTED
 QQ0531  ______________________________________________________________________
 QQ0531  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 QQ0531  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 QQ0531  HORZ ORDER      -  THIRD
 QQ0531
 QQ0531.The horizontal coordinates were established by classical geodetic methods
 QQ0531.and adjusted by the National Geodetic Survey in January 1998.
 QQ0531
 QQ0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0531.GEOID18 height accuracy estimate available here.
 QQ0531
 QQ0531.Click photographs - Photos may exist for this station.
 QQ0531
 QQ0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0531
 QQ0531. The following values were computed from the NAD 83(1996) position.
 QQ0531
 QQ0531;                    North         East     Units Scale Factor Converg.
 QQ0531;SPC SD N     -   160,469.113   876,612.206   MT  0.99994361   +2 29 36.7
 QQ0531;SPC SD N     -   526,472.41  2,876,018.55   sFT  0.99994361   +2 29 36.7
 QQ0531;UTM  14      - 5,010,845.702   698,095.389   MT  1.00008252   +1 47 30.2
 QQ0531
 QQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9809510845(NAD 83)
 QQ0531
 QQ0531                          SUPERSEDED SURVEY CONTROL
 QQ0531
 QQ0531  NAD 83(1986)-  45 13 23.61007(N)    096 28 36.34276(W) AD(       ) 3
 QQ0531  NAD 27      -  45 13 23.73800(N)    096 28 35.14500(W) AD(       ) 3
 QQ0531
 QQ0531.Superseded values are not recommended for survey control.
 QQ0531
 QQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0531.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0531
 QQ0531_MARKER: 90 = CHURCH SPIRE
 QQ0531
 QQ0531  HISTORY     - Date     Condition        Report By
 QQ0531  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0531
 QQ0531                          STATION DESCRIPTION
 QQ0531
 QQ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0531'POINT OBSERVED UPON WAS TIP OF SPIRE OF ST. JOHANES EVANGELICAL
 QQ0531'LUTHERAN CHURCH, LOCATED APPROXIMATELY 9 MILES N AND 2.0 MILES
 QQ0531'W OF TOWN OF ROSEN.  SPIRE IS 90 FEET HIGH ON LARGE FRAME
 QQ0531'BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0846 ***********************************************************************
 OQ0846  DESIGNATION -  ST JOSEPH CATH CH NEW STEEPLE
 OQ0846  PID         -  OQ0846
 OQ0846  STATE/COUNTY-  SD/MINNEHAHA
 OQ0846  COUNTRY     -  US
 OQ0846  USGS QUAD   -  COLTON (2017)
 OQ0846
 OQ0846                         *CURRENT SURVEY CONTROL
 OQ0846  ______________________________________________________________________
 OQ0846* NAD 83(1996) POSITION- 43 50 04.30835(N) 096 55 48.86864(W)   NO CHECK
 OQ0846  ______________________________________________________________________
 OQ0846  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 OQ0846  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 OQ0846  HORZ ORDER      -  THIRD
 OQ0846
 OQ0846.The horizontal coordinates were established by classical geodetic methods
 OQ0846.and adjusted by the National Geodetic Survey in January 1998.
 OQ0846
 OQ0846.No horizontal observational check was made to the station.
 OQ0846
 OQ0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0846.GEOID18 height accuracy estimate available here.
 OQ0846
 OQ0846.Click photographs - Photos may exist for this station.
 OQ0846
 OQ0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0846
 OQ0846. The following values were computed from the NAD 83(1996) position.
 OQ0846
 OQ0846;                    North         East     Units Scale Factor Converg.
 OQ0846;SPC SD S     -   172,377.046   873,606.374   MT  0.99991397   +2 20 51.5
 OQ0846;SPC SD S     -   565,540.36  2,866,156.91   sFT  0.99991397   +2 20 51.5
 OQ0846;UTM  14      - 4,855,576.795   666,403.083   MT  0.99994058   +1 26 01.7
 OQ0846
 OQ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6640355576(NAD 83)
 OQ0846
 OQ0846                          SUPERSEDED SURVEY CONTROL
 OQ0846
 OQ0846  NAD 83(1986)-  43 50 04.31256(N)    096 55 48.84610(W) AD(       ) 3
 OQ0846  NAD 27      -  43 50 03.99691(N)    096 55 46.68767(W) AD(       ) 3
 OQ0846
 OQ0846.Superseded values are not recommended for survey control.
 OQ0846
 OQ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0846.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0846
 OQ0846_MARKER: 90 = CHURCH SPIRE
 OQ0846
 OQ0846  HISTORY     - Date     Condition        Report By
 OQ0846  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0846
 OQ0846                          STATION DESCRIPTION
 OQ0846
 OQ0846'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0649 ***********************************************************************
 PS0649  DESIGNATION -  ST LAWRENCE MUNICIPAL TANK
 PS0649  PID         -  PS0649
 PS0649  STATE/COUNTY-  SD/HAND
 PS0649  COUNTRY     -  US
 PS0649  USGS QUAD   -  MILLER (2017)
 PS0649
 PS0649                         *CURRENT SURVEY CONTROL
 PS0649  ______________________________________________________________________
 PS0649* NAD 83(1996) POSITION- 44 30 58.10864(N) 098 56 20.84217(W)   ADJUSTED
 PS0649  ______________________________________________________________________
 PS0649  GEOID HEIGHT    -        -24.579 (meters)                     GEOID18
 PS0649  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC18
 PS0649  HORZ ORDER      -  THIRD
 PS0649
 PS0649.The horizontal coordinates were established by classical geodetic methods
 PS0649.and adjusted by the National Geodetic Survey in January 1998.
 PS0649
 PS0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0649.GEOID18 height accuracy estimate available here.
 PS0649
 PS0649.Click photographs - Photos may exist for this station.
 PS0649
 PS0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0649
 PS0649. The following values were computed from the NAD 83(1996) position.
 PS0649
 PS0649;                    North         East     Units Scale Factor Converg.
 PS0649;SPC SD N     -    76,427.920   684,343.920   MT  0.99998243   +0 45 03.0
 PS0649;SPC SD N     -   250,747.27  2,245,218.34   sFT  0.99998243   +0 45 03.0
 PS0649;UTM  14      - 4,929,203.919   504,838.263   MT  0.99960029   +0 02 33.7
 PS0649
 PS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0483829203(NAD 83)
 PS0649
 PS0649                          SUPERSEDED SURVEY CONTROL
 PS0649
 PS0649  NAD 83(1986)-  44 30 58.10624(N)    098 56 20.84758(W) AD(       ) 3
 PS0649  NAD 27      -  44 30 58.17600(N)    098 56 19.48700(W) AD(       ) 3
 PS0649
 PS0649.Superseded values are not recommended for survey control.
 PS0649
 PS0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0649.See file dsdata.pdf to determine how the superseded data were derived.
 PS0649
 PS0649_MARKER: 51 = TANK
 PS0649
 PS0649  HISTORY     - Date     Condition        Report By
 PS0649  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0649
 PS0649                          STATION DESCRIPTION
 PS0649
 PS0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0649'POINT OBSERVED UPON IS THE MUNICIPAL STEEL WATER TANK IN THE
 PS0649'TOWN OF ST. LAWRENCE, PAINTED BLACK.  TOWN WAS OFF SCHEME
 PS0649'AND STATION NOT VISITED.  OBSERVED UPON FINIAL.
 PS0649'
 PS0649'STATION WAS OBSERVED UPON FROM BALD, GRAY, BING, NANCE, HULBERT
 PS0649'AND YORK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0646 ***********************************************************************
 PS0646  DESIGNATION -  ST MICHAELS CATH CHURCH SPIRE
 PS0646  PID         -  PS0646
 PS0646  STATE/COUNTY-  SD/HAND
 PS0646  COUNTRY     -  US
 PS0646  USGS QUAD   -  BURDETTE (2017)
 PS0646
 PS0646                         *CURRENT SURVEY CONTROL
 PS0646  ______________________________________________________________________
 PS0646* NAD 83(1996) POSITION- 44 44 11.92140(N) 098 48 27.58986(W)   ADJUSTED
 PS0646  ______________________________________________________________________
 PS0646  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 PS0646  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 PS0646  HORZ ORDER      -  THIRD
 PS0646
 PS0646.The horizontal coordinates were established by classical geodetic methods
 PS0646.and adjusted by the National Geodetic Survey in January 1998.
 PS0646
 PS0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0646.GEOID18 height accuracy estimate available here.
 PS0646
 PS0646.Click photographs - Photos may exist for this station.
 PS0646
 PS0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0646
 PS0646. The following values were computed from the NAD 83(1996) position.
 PS0646
 PS0646;                    North         East     Units Scale Factor Converg.
 PS0646;SPC SD N     -   101,073.241   694,433.848   MT  0.99995410   +0 50 37.9
 PS0646;SPC SD N     -   331,604.46  2,278,321.72   sFT  0.99995410   +0 50 37.9
 PS0646;UTM  14      - 4,953,713.647   515,228.313   MT  0.99960285   +0 08 07.4
 PS0646
 PS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1522853713(NAD 83)
 PS0646
 PS0646                          SUPERSEDED SURVEY CONTROL
 PS0646
 PS0646  NAD 83(1986)-  44 44 11.92001(N)    098 48 27.59272(W) AD(       ) 3
 PS0646  NAD 27      -  44 44 12.00300(N)    098 48 26.22700(W) AD(       ) 3
 PS0646
 PS0646.Superseded values are not recommended for survey control.
 PS0646
 PS0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0646.See file dsdata.pdf to determine how the superseded data were derived.
 PS0646
 PS0646_MARKER: 90 = CHURCH SPIRE
 PS0646
 PS0646  HISTORY     - Date     Condition        Report By
 PS0646  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0646
 PS0646                          STATION DESCRIPTION
 PS0646
 PS0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0646'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF CATHOLIC CHURCH,
 PS0646'LOCATED ABOUT 1.5 MILES NW OF BURDETTE.  SPIRE IS APPROXIMATELY
 PS0646'40 FEET HIGH, ERECTED 1925.
 PS0646'
 PS0646'STATION WAS OBSERVED FROM GRAY, BALD, BING, LINN, AND YORK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0746 ***********************************************************************
 QS0746  DESIGNATION -  ST STEPHEN
 QS0746  PID         -  QS0746
 QS0746  STATE/COUNTY-  SD/DEWEY
 QS0746  COUNTRY     -  US
 QS0746  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0746
 QS0746                         *CURRENT SURVEY CONTROL
 QS0746  ______________________________________________________________________
 QS0746* NAD 83(1996) POSITION- 45 12 48.73794(N) 100 19 03.42687(W)   ADJUSTED
 QS0746* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 QS0746  ______________________________________________________________________
 QS0746  GEOID HEIGHT    -        -22.171 (meters)                     GEOID18
 QS0746  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 QS0746  HORZ ORDER      -  SECOND
 QS0746
 QS0746.The horizontal coordinates were established by classical geodetic methods
 QS0746.and adjusted by the National Geodetic Survey in January 1998.
 QS0746
 QS0746.The orthometric height was scaled from a topographic map.
 QS0746
 QS0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0746.GEOID18 height accuracy estimate available here.
 QS0746
 QS0746.Click photographs - Photos may exist for this station.
 QS0746
 QS0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0746
 QS0746. The following values were computed from the NAD 83(1996) position.
 QS0746
 QS0746;                    North         East     Units Scale Factor Converg.
 QS0746;SPC SD N     -   153,421.511   575,051.460   MT  0.99994312   -0 13 29.2
 QS0746;SPC SD N     -   503,350.41  1,886,648.00   sFT  0.99994312   -0 13 29.2
 QS0746;UTM  14      - 5,007,516.657   396,538.018   MT  0.99973162   -0 56 06.9
 QS0746
 QS0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0746!SPC SD N     -   0.99991594  x   0.99994312  =   0.99985906
 QS0746!UTM  14      -   0.99991594  x   0.99973162  =   0.99964758
 QS0746
 QS0746:                Primary Azimuth Mark                     Grid Az
 QS0746:SPC SD N     -  SCRANTON                                 064 42 48.5
 QS0746:UTM  14      -  SCRANTON                                 065 25 26.2
 QS0746
 QS0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9653807516(NAD 83)
 QS0746
 QS0746|---------------------------------------------------------------------|
 QS0746| PID    Reference Object                     Distance      Geod. Az  |
 QS0746|                                                           dddmmss.s |
 QS0746| QS0742 SCRANTON                            APPROX. 8.0 KM 0642919.3 |
 QS0746|---------------------------------------------------------------------|
 QS0746
 QS0746                          SUPERSEDED SURVEY CONTROL
 QS0746
 QS0746  NAD 83(1986)-  45 12 48.73008(N)    100 19 03.42762(W) AD(       ) 2
 QS0746  NAD 27      -  45 12 48.77500(N)    100 19 01.94400(W) AD(       ) 2
 QS0746  MORC        -  45 12 46.10000(N)    100 19 01.65000(W) AD(       ) 3
 QS0746
 QS0746.Superseded values are not recommended for survey control.
 QS0746
 QS0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0746.See file dsdata.pdf to determine how the superseded data were derived.
 QS0746
 QS0746_MARKER: Z = SEE DESCRIPTION
 QS0746_SETTING: 0 = UNSPECIFIED SETTING
 QS0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0746
 QS0746  HISTORY     - Date     Condition        Report By
 QS0746  HISTORY     - 1889     MONUMENTED       MORC
 QS0746
 QS0746                          STATION DESCRIPTION
 QS0746
 QS0746'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0746'ST. STEPHEN -- IS ON RIGHT BANK, ON A SLIGHT HILL NORTH OF A
 QS0746'WOODED VALLEY AND 4 MILES BELOW ST. STEPHEN MISSION AND 2 MILES
 QS0746'FROM RIVER.  THERE IS HIGHER LAND 300 FEET NORTHWEST, ALSO
 QS0746'1/2 MILE NORTH.  STATION IS OPPOSITE MOUTH OF SMALL CREEK ON
 QS0746'LEFT BANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2368 ***********************************************************************
 PU2368  DESIGNATION -  STACK
 PU2368  PID         -  PU2368
 PU2368  STATE/COUNTY-  SD/BUTTE
 PU2368  COUNTRY     -  US
 PU2368  USGS QUAD   -  FRUITDALE (2017)
 PU2368
 PU2368                         *CURRENT SURVEY CONTROL
 PU2368  ______________________________________________________________________
 PU2368* NAD 83(1996) POSITION- 44 38 50.83556(N) 103 44 00.13144(W)   ADJUSTED
 PU2368* NAVD 88 ORTHO HEIGHT -  1013.    (meters)     3323.    (feet) SCALED
 PU2368  ______________________________________________________________________
 PU2368  GEOID HEIGHT    -        -15.484 (meters)                     GEOID18
 PU2368  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 PU2368  HORZ ORDER      -  SECOND
 PU2368
 PU2368.The horizontal coordinates were established by classical geodetic methods
 PU2368.and adjusted by the National Geodetic Survey in January 1998.
 PU2368
 PU2368.The orthometric height was scaled from a topographic map.
 PU2368
 PU2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2368.GEOID18 height accuracy estimate available here.
 PU2368
 PU2368.Click photographs - Photos may exist for this station.
 PU2368
 PU2368.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2368
 PU2368. The following values were computed from the NAD 83(1996) position.
 PU2368
 PU2368;                    North         East     Units Scale Factor Converg.
 PU2368;SPC SD N     -    97,294.336   303,951.741   MT  0.99996380   -2 38 32.1
 PU2368;SPC SD N     -   319,206.50    997,215.00   sFT  0.99996380   -2 38 32.1
 PU2368;UTM  13      - 4,944,568.514   600,440.237   MT  0.99972406   +0 53 24.7
 PU2368
 PU2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2368!SPC SD N     -   0.99984354  x   0.99996380  =   0.99980735
 PU2368!UTM  13      -   0.99984354  x   0.99972406  =   0.99956765
 PU2368
 PU2368:                Primary Azimuth Mark                     Grid Az
 PU2368:SPC SD N     -  SUSIE PEAK                               357 39 22.0
 PU2368:UTM  13      -  SUSIE PEAK                               354 07 25.2
 PU2368
 PU2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0044044568(NAD 83)
 PU2368
 PU2368|---------------------------------------------------------------------|
 PU2368| PID    Reference Object                     Distance      Geod. Az  |
 PU2368|                                                           dddmmss.s |
 PU2368| CQ4124 STACK RM 1                            7.779 METERS 19648     |
 PU2368| CQ4125 STACK RM 2                           11.646 METERS 31358     |
 PU2368| PU2367 SUSIE PEAK                          APPROX. 9.8 KM 3550049.9 |
 PU2368|---------------------------------------------------------------------|
 PU2368
 PU2368                          SUPERSEDED SURVEY CONTROL
 PU2368
 PU2368  NAD 83(1993)-  44 38 50.82982(N)    103 44 00.13252(W) AD(       ) 2
 PU2368  NAD 83(1986)-  44 38 50.82476(N)    103 44 00.12646(W) AD(       ) 2
 PU2368  NAD 27      -  44 38 50.87930(N)    103 43 58.41430(W) AD(       ) 2
 PU2368
 PU2368.Superseded values are not recommended for survey control.
 PU2368
 PU2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2368.See file dsdata.pdf to determine how the superseded data were derived.
 PU2368
 PU2368_MARKER: DS = TRIANGULATION STATION DISK
 PU2368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2368_STAMPING: STACK 1962
 PU2368_MARK LOGO: CGS
 PU2368_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2368
 PU2368  HISTORY     - Date     Condition        Report By
 PU2368  HISTORY     - 1962     MONUMENTED       CGS
 PU2368
 PU2368                          STATION DESCRIPTION
 PU2368
 PU2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2368'THE STATION IS LOCATED 6 MILES NORTH OF SAINT ONGE, 5.5
 PU2368'MILES EAST-SOUTHEAST OF BELLE FOURCHE, 2 MILES SOUTHWEST OF
 PU2368'FRUITDALE, ON THE HIGHEST AND CENTER ONE OF THREE SMALL BUTTES
 PU2368'KNOWN LOCALLY AS HAYSTACK BUTTES, IN SECTION 22, T. 8 N., R. 3 E.,
 PU2368'ON PROPERTY OWNED BY MR. BERNIE STEPHENS.
 PU2368'
 PU2368'TO REACH THE STATION FROM THE POST OFFICE IN BELLE FOURCHE,
 PU2368'GO EAST AND NORTHEAST ON U.S. HIGHWAY 212 FOR 1.8 MILES TO A
 PU2368'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.7
 PU2368'MLE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 PU2368'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO
 PU2368'EAST ON A GRAVELED ROAD FOR 2.35 MILES TO THE JILL AZIMUTH MARK
 PU2368'ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD AND GO EAST
 PU2368'AND SOUTH ON THE GRAVELED ROAD FOR 2.5 MILES TO A POINT WHERE
 PU2368'THE ROAD TURNS LEFT.  TURN RIGHT AND GO WEST ON A TRACK
 PU2368'ROAD FOR 0.1 MILE TO A WIRE GATE AND THE END OF TRUCK
 PU2368'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK WEST FOR 30
 PU2368'MINUTES TO THE HIGHEST AND CENTER ONEW OF THREE BUTTES AND
 PU2368'THE STATION AS DESCRIBED.
 PU2368'
 PU2368'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2368'4-INCH IRON PIPE WHICH PROJECTS 12 INCHES AND IS STAMPED STACK
 PU2368'1962.
 PU2368'
 PU2368'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2368'3-INCH IRON PIPE WHICH PROJECTS 12 INCHES AND IS STAMPED
 PU2368'STACK NO 1 1962.
 PU2368'
 PU2368'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2368'3-INCH IRON PIPE WHICH PROJECTS 12 INCHES AND IS STAMPED
 PU2368'STACK NO 2 1962.
 PU2368'
 PU2368'THE JILL AZIMUTH MARK WAS INTERSECTED FROM THIS STATION.
 PU2368'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 PU2368'CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED JILL 1962,
 PU2368'WITH THE ARROW POINTING TO STATION JILL.  IT IS 33 FEET
 PU2368'SOUTH OF THE CENTER OF A GRAVELED ROAD, 6.4 FEET SOUTH OF A
 PU2368'POWER POLE, 2.7 FEET NORTHEAST OF A METAL WITNESS POST AND
 PU2368'1.7 FEET NORTH OF AN EAST-WEST FENCE LINE.
 PU2368'
 PU2368'(30 MINUTE PACK)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0794 ***********************************************************************
 OQ0794  DESIGNATION -  STAD
 OQ0794  PID         -  OQ0794
 OQ0794  STATE/COUNTY-  SD/MINNEHAHA
 OQ0794  COUNTRY     -  US
 OQ0794  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0794
 OQ0794                         *CURRENT SURVEY CONTROL
 OQ0794  ______________________________________________________________________
 OQ0794* NAD 83(1996) POSITION- 43 32 45.90920(N) 096 42 04.31381(W)   ADJUSTED
 OQ0794* NAVD 88 ORTHO HEIGHT -   456.    (meters)     1496.    (feet) SCALED
 OQ0794  ______________________________________________________________________
 OQ0794  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 OQ0794  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 OQ0794  HORZ ORDER      -  FIRST
 OQ0794
 OQ0794.The horizontal coordinates were established by classical geodetic methods
 OQ0794.and adjusted by the National Geodetic Survey in January 1998.
 OQ0794
 OQ0794.The orthometric height was scaled from a topographic map.
 OQ0794
 OQ0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0794.GEOID18 height accuracy estimate available here.
 OQ0794
 OQ0794.Click photographs - Photos may exist for this station.
 OQ0794
 OQ0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0794
 OQ0794. The following values were computed from the NAD 83(1996) position.
 OQ0794
 OQ0794;                    North         East     Units Scale Factor Converg.
 OQ0794;SPC SD S     -   141,142.577   893,410.845   MT  0.99990766   +2 30 20.3
 OQ0794;SPC SD S     -   463,065.27  2,931,132.08   sFT  0.99990766   +2 30 20.3
 OQ0794;UTM  14      - 4,824,026.905   685,706.273   MT  1.00002422   +1 35 03.1
 OQ0794
 OQ0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0794!SPC SD S     -   0.99993259  x   0.99990766  =   0.99984026
 OQ0794!UTM  14      -   0.99993259  x   1.00002422  =   0.99995681
 OQ0794
 OQ0794:                Primary Azimuth Mark                     Grid Az
 OQ0794:SPC SD S     -  STAD AZ MK                               016 18 36.3
 OQ0794:UTM  14      -  STAD AZ MK                               017 13 53.5
 OQ0794
 OQ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8570624026(NAD 83)
 OQ0794
 OQ0794|---------------------------------------------------------------------|
 OQ0794| PID    Reference Object                     Distance      Geod. Az  |
 OQ0794|                                                           dddmmss.s |
 OQ0794| CO4613 STAD AZ MK                                         0184856.6 |
 OQ0794| OQ0814 SIOUX FALLS LEWIS AVE MUN TANK       20.482 METERS 08405     |
 OQ0794| CO4614 STAD RM 1                            19.659 METERS 08544     |
 OQ0794| OQ0801 SIOUX FALLS SIOUX VAL HOSP STK      APPROX. 3.6 KM 2503631.9 |
 OQ0794| OQ0806 SIOUX FALLS N ST PWR CO STK         APPROX. 2.0 KM 3064022.6 |
 OQ0794| OQ0779 SIOUX FALLS BANCROFT SCH STACK      481.745 METERS 3123539.5 |
 OQ0794| OQ0808 SIOUX FALLS PENITENT SHORT STK      APPROX. 3.0 KM 3201522.2 |
 OQ0794| OQ0786 SIOUX FALLS PENITENT TALL STK       APPROX. 3.1 KM 3203005.7 |
 OQ0794| OQ0795 SIOUX FALLS FRANKLIN SCH STK        APPROX. 1.3 KM 3224509.6 |
 OQ0794| OQ0820 SIOUX FALLS J MORRELL CO S STK      APPROX. 2.5 KM 3233509.1 |
 OQ0794| OQ0821 SIOUX FALLS J MORRELL CO N STK      APPROX. 2.5 KM 3234058.3 |
 OQ0794| OQ0796 SIOUX FALLS S DAK DEAF SCH STK      243.802 METERS 33045     |
 OQ0794| CO4615 STAD RM 2                            32.831 METERS 33922     |
 OQ0794|---------------------------------------------------------------------|
 OQ0794
 OQ0794                          SUPERSEDED SURVEY CONTROL
 OQ0794
 OQ0794  NAD 83(1995)-  43 32 45.91053(N)    096 42 04.31203(W) AD(       ) 1
 OQ0794  NAD 83(1986)-  43 32 45.91201(N)    096 42 04.28833(W) AD(       ) 1
 OQ0794  NAD 27      -  43 32 46.00300(N)    096 42 03.10900(W) AD(       ) 1
 OQ0794
 OQ0794.Superseded values are not recommended for survey control.
 OQ0794
 OQ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0794.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0794
 OQ0794_MARKER: DS = TRIANGULATION STATION DISK
 OQ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0794_STAMPING: STAD 1935
 OQ0794_MARK LOGO: CGS
 OQ0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0794+STABILITY: SURFACE MOTION
 OQ0794
 OQ0794  HISTORY     - Date     Condition        Report By
 OQ0794  HISTORY     - 1935     MONUMENTED       CGS
 OQ0794
 OQ0794                          STATION DESCRIPTION
 OQ0794
 OQ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0794'STATION IS LOCATED IN THE SOUTHEAST PART OF SIOUX FALLS, NEAR THE
 OQ0794'LARGE, BLACK, SQUAT, MUNICIPAL WATER TANK.
 OQ0794'
 OQ0794'REACHED FROM THE EAST END OF THE EAST TENTH STREET VIADUCT,
 OQ0794'BY GOING EAST ON STATE HIGHWAY 38 FOR 12 BLOCKS TO MARK ON RIGHT,
 OQ0794'67 FEET SOUTH OF THE CENTER OF FEED PIPE TO TANK.  MARK IS
 OQ0794'FLUSH WITH GROUND.
 OQ0794'
 OQ0794'AZIMUTH MARK IS 0.4 MILE NORTH OF STATION ON SOUTHEAST CORNER
 OQ0794'OF STREET INTERSECTION.  REACHED FROM STATION BY GOING WEST ON
 OQ0794'STATE HIGHWAY 38 FOR 0.25 MILE TO BLAUVELT AVENUE, TURN RIGHT
 OQ0794'AND GO 0.35 MILE TO GRAVEL ROAD, TURN RIGHT AND GO 0.35 MILE
 OQ0794'EAST TO MARK ON RIGHT, 40 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 OQ0794'AND 11 FEET WEST AND 5 FEET SOUTH OF FENCE CORNER.
 OQ0794'
 OQ0794'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION, IN HEDGE ROW.
 OQ0794'
 OQ0794'REFERENCE MARK NO. 2 IS EAST OF STATION, AND IS SET IN THE
 OQ0794'SOUTHWEST CORNER OF THE CONCRETE BASE OF FEED PIPE.
 OQ0794'
 OQ0794'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0733 ***********************************************************************
 OS0733  DESIGNATION -  STAMFORD
 OS0733  PID         -  OS0733
 OS0733  STATE/COUNTY-  SD/JONES
 OS0733  COUNTRY     -  US
 OS0733  USGS QUAD   -  STAMFORD (2017)
 OS0733
 OS0733                         *CURRENT SURVEY CONTROL
 OS0733  ______________________________________________________________________
 OS0733* NAD 83(1996) POSITION- 43 54 04.16887(N) 101 03 25.70994(W)   ADJUSTED
 OS0733* NAVD 88 ORTHO HEIGHT -   761.7   (meters)     2499.    (feet) VERTCON3
 OS0733  ______________________________________________________________________
 OS0733  GEOID HEIGHT    -        -23.226 (meters)                     GEOID18
 OS0733  LAPLACE CORR    -         -7.00  (seconds)                    DEFLEC18
 OS0733  HORZ ORDER      -  FIRST
 OS0733
 OS0733.The horizontal coordinates were established by classical geodetic methods
 OS0733.and adjusted by the National Geodetic Survey in January 1998.
 OS0733
 OS0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0733
 OS0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0733.GEOID18 height accuracy estimate available here.
 OS0733
 OS0733.Click photographs - Photos may exist for this station.
 OS0733
 OS0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0733
 OS0733. The following values were computed from the NAD 83(1996) position.
 OS0733
 OS0733;                    North         East     Units Scale Factor Converg.
 OS0733;SPC SD S     -   174,426.654   541,855.245   MT  0.99991902   -0 29 57.6
 OS0733;SPC SD S     -   572,264.78  1,777,736.75   sFT  0.99991902   -0 29 57.6
 OS0733;UTM  14      - 4,862,951.722   334,795.520   MT  0.99993569   -1 25 36.4
 OS0733
 OS0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0733!SPC SD S     -   0.99988422  x   0.99991902  =   0.99980325
 OS0733!UTM  14      -   0.99988422  x   0.99993569  =   0.99981992
 OS0733
 OS0733:                Primary Azimuth Mark                     Grid Az
 OS0733:SPC SD S     -  PETERS                                   269 45 14.1
 OS0733:UTM  14      -  PETERS                                   270 40 52.9
 OS0733
 OS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3479562951(NAD 83)
 OS0733
 OS0733|---------------------------------------------------------------------|
 OS0733| PID    Reference Object                     Distance      Geod. Az  |
 OS0733|                                                           dddmmss.s |
 OS0733| CQ4129 STAMFORD RM                          20.180 METERS 18016     |
 OS0733| OS0739 PETERS                              APPROX.23.2 KM 2691516.5 |
 OS0733|---------------------------------------------------------------------|
 OS0733
 OS0733                          SUPERSEDED SURVEY CONTROL
 OS0733
 OS0733  NAD 83(1986)-  43 54 04.16268(N)    101 03 25.71513(W) AD(       ) 1
 OS0733  NAD 27      -  43 54 04.19500(N)    101 03 24.21100(W) AD(       ) 1
 OS0733  NGVD 29 (07/19/86)  761.2    (m)         2497.     (f) VERT ANG       
 OS0733
 OS0733.Superseded values are not recommended for survey control.
 OS0733
 OS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0733.See file dsdata.pdf to determine how the superseded data were derived.
 OS0733
 OS0733_MARKER: DS = TRIANGULATION STATION DISK
 OS0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0733_STAMPING: STAMFORD 1924
 OS0733_MARK LOGO: CGS
 OS0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0733+STABILITY: SURFACE MOTION
 OS0733
 OS0733  HISTORY     - Date     Condition        Report By
 OS0733  HISTORY     - 1924     MONUMENTED       CGS
 OS0733  HISTORY     - 1933     POOR             CGS
 OS0733  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OS0733  HISTORY     - 1941     SEE DESCRIPTION  SDGS
 OS0733
 OS0733                          STATION DESCRIPTION
 OS0733
 OS0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0733'STATION IS ABOUT 8-1/2 MILES WEST, BY WAY OF THE CUSTER BATTLEFIELD
 OS0733'HIGHWAY FROM OKATON.  IT IS 1 MILE NORTH AND 1-1/2 MILES
 OS0733'EAST OF THE VILLAGE OF STAMFORD.  IT IS ON THE CREST OF A
 OS0733'RIDGE ON THE NORTH SIDE OF THE CUSTER BATTLEFIELD HIGHWAY
 OS0733'AND IS ABOUT 5 FEET NORTH OF THE FENCE LINE ON THE NORTH SIDE
 OS0733'OF THE HIGHWAY.  IT IS IN THE SOUTH SIDE OF THE NORTHEAST
 OS0733'QUARTER SEC. 6, T. 2 S., R. 26 E.  THE HIGHWAY IS ON THE
 OS0733'EAST-AND-WEST HALF-SECTION LINE.
 OS0733'
 OS0733'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.27 METERS.
 OS0733
 OS0733                          STATION RECOVERY (1933)
 OS0733
 OS0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0733'STATION MARK IS ON NORTH SIDE OF ROAD IN FENCE LINE.  A CUT
 OS0733'IN THE TOP OF THE HILL FOR THE ROAD HAS REMOVED EARTH FROM
 OS0733'STATION MARK UNTIL IT IS WEAKENED.  IT WILL FALL OUT BEFORE
 OS0733'VERY LONG.  ONE REFERENCE MARK IS SOUTH OF STATION ON SOUTH
 OS0733'SIDE OF ROAD IN FENCE LINE.  THE SAME THING HAS HAPPENED TO
 OS0733'IT, AS TO THE STATION MARK.  IT IS PRACTICALLY OUT AT PRESENT.
 OS0733'NO OTHER REFERENCE MARK FOUND.
 OS0733'
 OS0733'A NEW STATION WAS PUT IN.  STAMFORD ECC. 1933.  1.648 METERS
 OS0733'IN A NORTHERLY DIRECTION FROM THE STATION.  TWO NEW REFERENCE
 OS0733'MARKS AND AN AZIMUTH MARK WERE PUT IN WITH THE NEW STATION
 OS0733'(STAMFORD ECC. 1924).
 OS0733'
 OS0733'AT PRESENT STATION STAMFORD 1924 IS UNDISTURBED.
 OS0733
 OS0733                          STATION RECOVERY (1936)
 OS0733
 OS0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0733'STATION WAS RECOVERED BUT NOT OCCUPIED.  THE STATION MARK
 OS0733'AND REFERENCE MARK ARE AT THE EDGE OF ROAD CUT.  THE STATION
 OS0733'MARK IS NOW APPARENTLY UNDISTURBED, BUT THE REFERENCE MARK
 OS0733'HAS BEEN WEAKENED BY CUT.
 OS0733
 OS0733                          STATION RECOVERY (1941)
 OS0733
 OS0733'RECOVERY NOTE BY SOUTH DAKOTA GEODETIC SURVEY 1941
 OS0733'REFERENCE MARK IS ON S SIDE OF HIGHWAY 16 AND HAS BEEN UNDERCUT
 OS0733'BY THE GRADING.  THE STATION IS IN ABOUT THE SAME PREDICAMENT
 OS0733'THOUGH THE CUTTING HAS NOT QUITE REACHED IT.  FURTHER IMPROVEMENT
 OS0733'ON THIS ROAD WILL PROBABLY DESTROY BOTH MARKERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0732 ***********************************************************************
 OS0732  DESIGNATION -  STAMFORD ECC
 OS0732  PID         -  OS0732
 OS0732  STATE/COUNTY-  SD/JONES
 OS0732  COUNTRY     -  US
 OS0732  USGS QUAD   -  STAMFORD (2017)
 OS0732
 OS0732                         *CURRENT SURVEY CONTROL
 OS0732  ______________________________________________________________________
 OS0732* NAD 83(1996) POSITION- 43 54 04.22224(N) 101 03 25.70841(W)   ADJUSTED
 OS0732* NAVD 88 ORTHO HEIGHT -   761.    (meters)     2497.    (feet) SCALED
 OS0732  ______________________________________________________________________
 OS0732  GEOID HEIGHT    -        -23.226 (meters)                     GEOID18
 OS0732  LAPLACE CORR    -         -7.00  (seconds)                    DEFLEC18
 OS0732  HORZ ORDER      -  FIRST
 OS0732
 OS0732.The horizontal coordinates were established by classical geodetic methods
 OS0732.and adjusted by the National Geodetic Survey in January 1998.
 OS0732
 OS0732.The orthometric height was scaled from a topographic map.
 OS0732
 OS0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0732.GEOID18 height accuracy estimate available here.
 OS0732
 OS0732.Click photographs - Photos may exist for this station.
 OS0732
 OS0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0732
 OS0732. The following values were computed from the NAD 83(1996) position.
 OS0732
 OS0732;                    North         East     Units Scale Factor Converg.
 OS0732;SPC SD S     -   174,428.301   541,855.293   MT  0.99991903   -0 29 57.6
 OS0732;SPC SD S     -   572,270.18  1,777,736.91   sFT  0.99991903   -0 29 57.6
 OS0732;UTM  14      - 4,862,953.368   334,795.596   MT  0.99993569   -1 25 36.4
 OS0732
 OS0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0732!SPC SD S     -   0.99988425  x   0.99991903  =   0.99980329
 OS0732!UTM  14      -   0.99988425  x   0.99993569  =   0.99981995
 OS0732
 OS0732:                Primary Azimuth Mark                     Grid Az
 OS0732:SPC SD S     -  STAMFORD ECC AZ MK                       094 02 01.8
 OS0732:UTM  14      -  STAMFORD ECC AZ MK                       094 57 40.6
 OS0732
 OS0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3479562953(NAD 83)
 OS0732
 OS0732|---------------------------------------------------------------------|
 OS0732| PID    Reference Object                     Distance      Geod. Az  |
 OS0732|                                                           dddmmss.s |
 OS0732| CQ4130 STAMFORD ECC AZ MK                                 0933204.2 |
 OS0732| CQ4131 STAMFORD ECC RM 1                    49.682 METERS 11836     |
 OS0732| CQ4129 STAMFORD RM                          21.885 METERS 18012     |
 OS0732| OS0733 STAMFORD                              1.648 METERS 18111     |
 OS0732| OS0742 BELVIDERE MUNICIPAL TANK            APPROX.18.8 KM 2454907.0 |
 OS0732| CQ4132 STAMFORD ECC RM 2                    41.559 METERS 26802     |
 OS0732|---------------------------------------------------------------------|
 OS0732
 OS0732                          SUPERSEDED SURVEY CONTROL
 OS0732
 OS0732  NAD 83(1986)-  43 54 04.21609(N)    101 03 25.71360(W) AD(       ) 1
 OS0732  NAD 27      -  43 54 04.24800(N)    101 03 24.21000(W) AD(       ) 1
 OS0732
 OS0732.Superseded values are not recommended for survey control.
 OS0732
 OS0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0732.See file dsdata.pdf to determine how the superseded data were derived.
 OS0732
 OS0732_MARKER: DS = TRIANGULATION STATION DISK
 OS0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0732_STAMPING: STAMFORD ECC 1933
 OS0732_MARK LOGO: CGS
 OS0732_PROJECTION: FLUSH
 OS0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0732+STABILITY: SURFACE MOTION
 OS0732
 OS0732  HISTORY     - Date     Condition        Report By
 OS0732  HISTORY     - 1933     MONUMENTED       CGS
 OS0732  HISTORY     - 1936     GOOD             CGS
 OS0732  HISTORY     - 1972     MARK NOT FOUND   USGS
 OS0732  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OS0732
 OS0732                          STATION DESCRIPTION
 OS0732
 OS0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0732'STATION IN SOUTH SIDE OF THE NORTHEAST QUARTER SEC. 6,
 OS0732'T. 2 S., R. 26 E.  REACHED FROM OKATON BY U.S. HIGHWAY 16, WEST
 OS0732'8.6 MILES TO SUMMIT OF GRADE.  STATION IS ON NORTH
 OS0732'BANK OF ROAD ABOUT 8 FEET NORTH OF FENCE ON NORTH SIDE OF
 OS0732'ROAD, AND 5.41 FEET NORTH OF STATION STAMFORD (1924).  STAMFORD
 OS0732'1924 IS NEAR CUT BANK IN ROAD AND WILL SOON FALL OUT DUE TO
 OS0732'CUT IN ROAD AND EROSION.  REFERENCE MARK 1924 ON SUMMIT OF
 OS0732'HILL IN FENCE LINE ON SOUTH SIDE OF ROAD.  HAS PRACTICALY
 OS0732'FALLEN OUT, 72.08 FEET FROM STATION STAMFORD ECC. 1933.
 OS0732'
 OS0732'REFERENCE MARK NO. 1 (STAMFORD ECC. 1933) IS ABOUT 6 FEET
 OS0732'SOUTH OF FENCE ON SOUTH SIDE OF U.S. HIGHWAY 16 AND ABOUT 100
 OS0732'FEET EAST FROM TOP OF GRADE.
 OS0732'
 OS0732'REFERENCE MARK NO. 2 IS ABOUT 137 FEET WEST FROM TOP OF
 OS0732'GRADE IN FENCE LINE ON NORTH SIDE OF HIGHWAY.
 OS0732'
 OS0732'AZIMUTH MARK IS ABOUT 0.5 MILE EAST FROM TOP OF GRADE BETWEEN
 OS0732'SOUTH FENCE AND SOUTH EDGE OF U.S. HIGHWAY 16, ON FIRST
 OS0732'RAISE GOING EAST FROM TOP OF GRADE.
 OS0732'
 OS0732'HEIGHT OF LIGHT ABOVE STATION MARK - 0.4 METERS.
 OS0732
 OS0732                          STATION RECOVERY (1936)
 OS0732
 OS0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0732'STATION WAS RECOVERED AND ALL 1933 MARKS FOUND TO BE IN
 OS0732'GOOD CONDITION.  THE ANGLE BETWEEN REFERENCE MARK NO. 1, 1933
 OS0732'AND REFERENCE MARK 1924 FAILED TO CHECK BY 3 FEET 27 INCHES.
 OS0732'THE ANGLE BETWEEN REFERENCE MARK 1924 AND REFERENCE MARK NO. 2,
 OS0732'1933 FAILED TO CHECK BY 1 FOOT 19 INCHES.  THE ANGLE BETWEEN
 OS0732'REFERENCE MARK NO. 1, 1933 AND REFERENCE MARK NO. 2, 1933
 OS0732'FAILED TO CHECK BY 2 FEET 8 INCHES.  THE DISTANCE TO
 OS0732'REFERENCE MARK NO. 1, 1933 FAILED TO CHECK BY 0.20 FEET.  THE
 OS0732'DISTANCE TO REFERENCE MARK 1924 FAILED TO CHECK BY 0.28
 OS0732'FEET.  THE DISTANCE TO REFERENCE MARK NO. 2, 1933 FAILED
 OS0732'TO CHECK BY 0.09 FEET.  IT IS POSSIBLE THAT REFERENCE
 OS0732'MARK 1924 HAS MOVED, AS IT IS AT THE EDGE OF ROAD CUT
 OS0732'AND THE REMOVAL OF EARTH HAS WEAKENED IT.  A CHECK WAS
 OS0732'MADE ON 1936 ANGLES AND MEASUREMENTS AND THEY PROVED TO BE
 OS0732'CORRECT.
 OS0732'
 OS0732'THE STATION IS 8.75 MILES BY ROAD WEST OF OKATON.  1 MILE
 OS0732'NORTH AND 1-1/2 MILES EAST OF VILLAGE OF STAMFORD.  ON
 OS0732'THE CREST OF RIDGE AT THE NORTH SIDE OF U.S. HIGHWAY 16
 OS0732'(CUSTER BATTLEFIELD HIGHWAY).  8 FEET NORTH OF NORTH RIGHT-OF-WAY
 OS0732'FENCE LINE.  AT THE SOUTH SIDE OF THE NORTHEAST QUARTER SEC.
 OS0732'6, T. 2 S., R. 26 E.  (THE HIGHWAY IS ON THE EAST-WEST
 OS0732'HALF-SECTION LINE).  THE MARK IS FLUSH WITH THE GROUND.
 OS0732'
 OS0732'REFERENCE MARK NO. 1 1933 IS SOUTHEAST AND ACROSS ROAD FROM
 OS0732'STATION.  6 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE.
 OS0732'143.42 FEET EAST OF REFERENCE MARK 1924.  THE MARK PROJECTS
 OS0732'3 INCHES.
 OS0732'
 OS0732'REFERENCE MARK 1924 IS SOUTH AND ACROSS ROAD FROM STATION.
 OS0732'2 FEET NORTH OF FENCE LINE AT EDGE OF ROAD CUT.  151.83
 OS0732'FEET SOUTHEAST OF REFERENCE MARK NO. 2 1933.  THE MARK IS
 OS0732'IN POOR CONDITION AS NOTED ABOVE.
 OS0732'
 OS0732'REFERENCE MARK NO. 2 1933 IS WEST OF THE STATION.  2-1/2
 OS0732'FEET NORTH OF FENCE LINE.  THE MARK PROJECTS 4 INCHES.
 OS0732'
 OS0732'STAMFORD 1924 IS 5.42 FEET (1.650 METERS) SOUTH OF STATION.
 OS0732'2 FEET NORTH OF FENCE LINE AND ROAD CUT.  IT IS APPARENTLY
 OS0732'IN ITS ORIGINAL POSITION AT PRESENT BUT WILL BE WEAKENED
 OS0732'BY ROAD CUT IN THE NEAR FUTURE.  THE MARK PROJECTS 4 INCHES.
 OS0732'
 OS0732'TO REACH THE STATION FROM OKATON GO WEST ON U.S. HIGHWAY
 OS0732'16 FROM RAILROAD STATION FOR 8.75 MILES TO TOP OF GRADE
 OS0732'AND STATION ON NORTH.
 OS0732'
 OS0732'THE AZIMUTH MARK IS EAST OF THE STATION AT SOUTH SIDE OF
 OS0732'ROAD.  44 FEET SOUTH OF CENTERLINE OF ROAD.  4 FEET SOUTH OF
 OS0732'FENCE LINE.  50 YARDS EAST OF GUARD RAILS AT SIDE OF U.S.
 OS0732'HIGHWAY 16.  THE MARK PROJECTS 2 INCHES.
 OS0732'
 OS0732'LIGHTS SHOWN FROM THE GROUND AT OKATON, CODY 1933, TEXSAM
 OS0732'1933, UTTER AND TAM ARE VISIBLE FROM THE GROUND.
 OS0732
 OS0732                          STATION RECOVERY (1972)
 OS0732
 OS0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 OS0732'STATION MARK WAS NOT FOUND.
 OS0732'
 OS0732'R.M. 1 WAS NOT FOUND.
 OS0732'
 OS0732'R.M. 2 WAS NOT FOUND.
 OS0732
 OS0732                          STATION RECOVERY (1973)
 OS0732
 OS0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OS0732'THE STATION HAS BEEN DESTOYED.  THE STATION MARKS, REFERENCE
 OS0732'MARKS, AND THE AZIMUTH MARK HAVE APPARENTLY ALL BEEN GRADED
 OS0732'OUT DURING HIGHWAY IMPROVEMENTS.  THERE IS NO TRACE OF ANY
 OS0732'OF THE MONUMENTS.  MEASUREMENTS FROM THE CENTER OF THE HIGHWAY
 OS0732'INDICATE THAT ALL MARKS WOULD FALL IN THE PRESENT DITCH
 OS0732'LINE.  THE BACKSLOPES OF THE HIGHWAY EXTEND OUT OVER 100 FEET
 OS0732'ON EAST SIDE OF THE ROAD AT THE STATION SITE.
 OS0732'
 OS0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2
 OS0732'MILES WEST OF OKATON, 0.4 MILE E OF JACKSON-JONES COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0779 ***********************************************************************
 PU0779  DESIGNATION -  STAMP
 PU0779  PID         -  PU0779
 PU0779  STATE/COUNTY-  SD/MEADE
 PU0779  COUNTRY     -  US
 PU0779  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0779
 PU0779                         *CURRENT SURVEY CONTROL
 PU0779  ______________________________________________________________________
 PU0779* NAD 83(1996) POSITION- 44 54 25.80458(N) 102 40 25.02856(W)   ADJUSTED
 PU0779* NAVD 88 ORTHO HEIGHT -   835.722 (meters)     2741.86  (feet) ADJUSTED
 PU0779  ______________________________________________________________________
 PU0779  GEOID HEIGHT    -        -17.901 (meters)                     GEOID18
 PU0779  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC18
 PU0779  DYNAMIC HEIGHT  -        835.545 (meters)     2741.28  (feet) COMP
 PU0779  MODELED GRAVITY -    980,375.9   (mgal)                       NAVD 88
 PU0779
 PU0779  HORZ ORDER      -  THIRD
 PU0779  VERT ORDER      -  SECOND    CLASS 0
 PU0779
 PU0779.The horizontal coordinates were established by classical geodetic methods
 PU0779.and adjusted by the National Geodetic Survey in January 1998.
 PU0779
 PU0779.The orthometric height was determined by differential leveling and
 PU0779.adjusted by the NATIONAL GEODETIC SURVEY
 PU0779.in June 1991.
 PU0779
 PU0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0779.GEOID18 height accuracy estimate available here.
 PU0779
 PU0779.Click photographs - Photos may exist for this station.
 PU0779
 PU0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0779
 PU0779.The dynamic height is computed by dividing the NAVD 88
 PU0779.geopotential number by the normal gravity value computed on the
 PU0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0779.degrees latitude (g = 980.6199 gals.).
 PU0779
 PU0779.The modeled gravity was interpolated from observed gravity values.
 PU0779
 PU0779. The following values were computed from the NAD 83(1996) position.
 PU0779
 PU0779;                    North         East     Units Scale Factor Converg.
 PU0779;SPC SD N     -   122,812.849   388,904.042   MT  0.99994226   -1 53 32.0
 PU0779;SPC SD N     -   402,928.49  1,275,929.34   sFT  0.99994226   -1 53 32.0
 PU0779;UTM  13      - 4,975,270.836   683,650.476   MT  1.00001475   +1 38 34.0
 PU0779
 PU0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0779!SPC SD N     -   0.99987179  x   0.99994226  =   0.99981406
 PU0779!UTM  13      -   0.99987179  x   1.00001475  =   0.99988654
 PU0779
 PU0779:                Primary Azimuth Mark                     Grid Az
 PU0779:SPC SD N     -  STAMP AZ MK                              092 34 45.4
 PU0779:UTM  13      -  STAMP AZ MK                              089 02 39.4
 PU0779
 PU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8365075270(NAD 83)
 PU0779
 PU0779|---------------------------------------------------------------------|
 PU0779| PID    Reference Object                     Distance      Geod. Az  |
 PU0779|                                                           dddmmss.s |
 PU0779| PU0778 STAMP RM 1                           28.128 METERS 00112     |
 PU0779| PU0790 STAMP AZ MK                                        0904113.4 |
 PU0779| PU0780 STAMP RM 2                           16.123 METERS 09246     |
 PU0779|---------------------------------------------------------------------|
 PU0779
 PU0779                          SUPERSEDED SURVEY CONTROL
 PU0779
 PU0779  NAD 83(1993)-  44 54 25.79668(N)    102 40 25.02777(W) AD(       ) 3
 PU0779  NAD 83(1986)-  44 54 25.79509(N)    102 40 25.02682(W) AD(       ) 3
 PU0779  NAD 27      -  44 54 25.84090(N)    102 40 23.43450(W) AD(       ) 3
 PU0779  NGVD 29 (??/??/92)  835.262  (m)         2740.36   (f) ADJ UNCH    2 0
 PU0779  NGVD 29             835.26   (m)         2740.3    (f) LEVELING    3  
 PU0779
 PU0779.Superseded values are not recommended for survey control.
 PU0779
 PU0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0779.See file dsdata.pdf to determine how the superseded data were derived.
 PU0779
 PU0779_MARKER: DS = TRIANGULATION STATION DISK
 PU0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0779_STAMPING: STAMP 1962
 PU0779_MARK LOGO: CGS
 PU0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0779+STABILITY: SURFACE MOTION
 PU0779
 PU0779  HISTORY     - Date     Condition        Report By
 PU0779  HISTORY     - 1962     MONUMENTED       CGS
 PU0779  HISTORY     - 1962     GOOD             CGS
 PU0779
 PU0779                          STATION DESCRIPTION
 PU0779
 PU0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0779'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF MUD BUTTE,
 PU0779'9-1/4 MILES WEST OF OPAL, AND 9 MILES SOUTH-SOUTHWEST OF
 PU0779'MAURINE ON THE SOUTH SIDE RIGHT-OF-WAY OF A GRADED, GRAVELED
 PU0779'COUNTY ROAD AT A POINT WHERE IT CROSSS A LOW RIDGE.  THERE
 PU0779'ARE SEVERAL LARGE SANDSTONE BOULDERS ALONG THE SOUTH SIDE
 PU0779'OF THE ROAD AT THIS POINT.
 PU0779'
 PU0779'TO REACH THE STATION FROM THE GENERAL STORE IN SULPHUR, GO
 PU0779'NORTH AND EAST ACROSS THE BRIDGE OVER SULPHUR CREEK FOR 0.2
 PU0779'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EAST 8.6 MILES
 PU0779'TO A CURVE WHERE THE ROAD SWINGS NORTH.  TURN NORTH AND GO
 PU0779'1.0 MILE THEN EAST 3.1 MILES TO THE STATION ON THE RIGHT.
 PU0779'
 PU0779'THE STATION MARK, A STANDARD DISK STAMPED STAMP 1962 CEMENTED
 PU0779'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 PU0779'3 INCHES ABOVE GROUND, IS 44.2 FEET SOUTH OF THE CENTER OF THE
 PU0779'GRAVELED ROAD, 4.6 FEET NORTHWEST OF A METAL WITNESS POST
 PU0779'WITH SIGN, AND 3.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 PU0779'
 PU0779'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED STAMP
 PU0779'NO 1 1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU0779'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND, IS 47.3
 PU0779'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 0.9 FOOT SOUTH
 PU0779'OF THE NORTH RIGHT-OF-WAY FENCE, AND ABOUT 3-1/2 FEET
 PU0779'LOWER THAN THE STATION ELEVATION.
 PU0779'
 PU0779'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED STAMP
 PU0779'NO 2 1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PU0779'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS 47.3 FEET
 PU0779'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 0.7 FEET NORTH OF THE
 PU0779'SOUTH RIGHT-OF-WAY FENCE, AND AT THE SAME ELEVATION AS THE
 PU0779'STATION MARK.
 PU0779'
 PU0779'THE AZIMUTH MARK, A STANDARD DISK STAMPED STAMP 1962 CEMENTED
 PU0779'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 PU0779'2 INCHES ABOVE GROUND, IS 59.5 FEET SOUTHEAST OF THE FENCE
 PU0779'CORNER POST IN THE SOUTHWEST QUADRANT OF A ROAD
 PU0779'INTERSECTION, 2.4 FEET NORTH OF THE BASE OF A POWERLINE POLE,
 PU0779'AND 1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  TO
 PU0779'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 PU0779'GRADED ROAD FOR 0.9 MILE TO THE INTERSECTION WITH A
 PU0779'NORTH-SOUTH ROAD AND THE MARK ON THE RIGHT.
 PU0779
 PU0779                          STATION RECOVERY (1962)
 PU0779
 PU0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0779'13.1 MI E FROM SULPHUR.
 PU0779'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0779'2.0 MILES NORTH, THENCE 2.1 MILES EAST ALONG THE ROAD, ON TOP
 PU0779'OF A SMALL HILL, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU0779'92.4 FEET SOUTH AND ACROSS THE ROAD FROM REFERENCE MARK NO. 1,
 PU0779'53.0 FEET WEST OF REFERENCE MARK NUMBER 2, 3.5 FEET NORTH OF A
 PU0779'FENCE, 5.1 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0779'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0790 ***********************************************************************
 PU0790  DESIGNATION -  STAMP AZ MK
 PU0790  PID         -  PU0790
 PU0790  STATE/COUNTY-  SD/MEADE
 PU0790  COUNTRY     -  US
 PU0790  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0790
 PU0790                         *CURRENT SURVEY CONTROL
 PU0790  ______________________________________________________________________
 PU0790* NAD 83(1986) POSITION- 44 54 25.     (N) 102 39 17.     (W)   SCALED
 PU0790* NAVD 88 ORTHO HEIGHT -   818.988 (meters)     2686.96  (feet) ADJUSTED
 PU0790  ______________________________________________________________________
 PU0790  GEOID HEIGHT    -        -17.948 (meters)                     GEOID18
 PU0790  DYNAMIC HEIGHT  -        818.813 (meters)     2686.39  (feet) COMP
 PU0790  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 PU0790
 PU0790  VERT ORDER      -  SECOND    CLASS 0
 PU0790
 PU0790.The horizontal coordinates were scaled from a map and have
 PU0790.an estimated accuracy of +/- 6 seconds.
 PU0790
 PU0790.The orthometric height was determined by differential leveling and
 PU0790.adjusted by the NATIONAL GEODETIC SURVEY
 PU0790.in June 1991.
 PU0790
 PU0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0790.GEOID18 height accuracy estimate available here.
 PU0790
 PU0790.Click photographs - Photos may exist for this station.
 PU0790
 PU0790.The dynamic height is computed by dividing the NAVD 88
 PU0790.geopotential number by the normal gravity value computed on the
 PU0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0790.degrees latitude (g = 980.6199 gals.).
 PU0790
 PU0790.The modeled gravity was interpolated from observed gravity values.
 PU0790
 PU0790;                    North         East    Units  Estimated Accuracy
 PU0790;SPC SD N     -   122,740.      390,400.      MT  (+/- 180 meters Scaled)
 PU0790
 PU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK851752(NAD 83)
 PU0790
 PU0790                          SUPERSEDED SURVEY CONTROL
 PU0790
 PU0790  NGVD 29 (??/??/92)  818.526  (m)         2685.45   (f) ADJ UNCH    2 0
 PU0790
 PU0790.Superseded values are not recommended for survey control.
 PU0790
 PU0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0790.See file dsdata.pdf to determine how the superseded data were derived.
 PU0790
 PU0790_MARKER: DZ = AZIMUTH MARK DISK
 PU0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0790_STAMPING: STAMP 1962
 PU0790_MARK LOGO: CGS
 PU0790_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0790+STABILITY: SURFACE MOTION
 PU0790
 PU0790  HISTORY     - Date     Condition        Report By
 PU0790  HISTORY     - 1962     MONUMENTED       CGS
 PU0790
 PU0790                          STATION DESCRIPTION
 PU0790
 PU0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0790'11.2 MI SW FROM MAURINE.
 PU0790'3.0 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0790'THENCE 8.25 MILES SOUTH ALONG A GRAVELED ROAD, 14.0 MILES EAST
 PU0790'OF SULPHUR, 0.95 MILE EAST OF STAMP TRIANGULATION STATION, 1.0
 PU0790'MILE NORTH OF BENCH MARK V 404, 102 FEET SOUTHWEST OF THE CENTER
 PU0790'OF THE JUNCTION OF A GRAVELED ROAD WEST, 51 FEET WEST OF THE
 PU0790'CENTER LINE OF THE ROAD, 87 FEET SOUTH OF THE CENTER LINE OF THE
 PU0790'ROAD WEST, 42 FEET EAST OF A FENCE, 2 1/2 FEET NORTH OF A POWER
 PU0790'POLE AND IN LINE WITH THE POLES, 1.3 FEET SOUTH OF A WITNESS
 PU0790'POST, ABOUT 3 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 PU0790'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, 13.0
 PU0790'MILES NORTH OF STONEVILLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0778 ***********************************************************************
 PU0778  DESIGNATION -  STAMP RM 1
 PU0778  PID         -  PU0778
 PU0778  STATE/COUNTY-  SD/MEADE
 PU0778  COUNTRY     -  US
 PU0778  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0778
 PU0778                         *CURRENT SURVEY CONTROL
 PU0778  ______________________________________________________________________
 PU0778* NAD 83(1986) POSITION- 44 54 26.72   (N) 102 40 25.00   (W)   HD_HELD1
 PU0778* NAVD 88 ORTHO HEIGHT -   834.713 (meters)     2738.55  (feet) ADJUSTED
 PU0778  ______________________________________________________________________
 PU0778  GEOID HEIGHT    -        -17.901 (meters)                     GEOID18
 PU0778  DYNAMIC HEIGHT  -        834.536 (meters)     2737.97  (feet) COMP
 PU0778  MODELED GRAVITY -    980,375.8   (mgal)                       NAVD 88
 PU0778
 PU0778  VERT ORDER      -  SECOND    CLASS 0
 PU0778
 PU0778.The horizontal coordinates were determined by differentially corrected
 PU0778.hand held GPS observations or other comparable positioning techniques
 PU0778.and have an estimated accuracy of +/- 3 meters.
 PU0778
 PU0778.The orthometric height was determined by differential leveling and
 PU0778.adjusted by the NATIONAL GEODETIC SURVEY
 PU0778.in June 1991.
 PU0778
 PU0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0778.GEOID18 height accuracy estimate available here.
 PU0778
 PU0778.Click photographs - Photos may exist for this station.
 PU0778
 PU0778.The dynamic height is computed by dividing the NAVD 88
 PU0778.geopotential number by the normal gravity value computed on the
 PU0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0778.degrees latitude (g = 980.6199 gals.).
 PU0778
 PU0778.The modeled gravity was interpolated from observed gravity values.
 PU0778
 PU0778;                    North         East    Units  Estimated Accuracy
 PU0778;SPC SD N     -   122,841.1     388,905.6     MT  (+/- 3 meters HH1 GPS) 
 PU0778
 PU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8365075299(NAD 83)
 PU0778
 PU0778                          SUPERSEDED SURVEY CONTROL
 PU0778
 PU0778  NGVD 29 (??/??/92)  834.252  (m)         2737.04   (f) ADJ UNCH    2 0
 PU0778
 PU0778.Superseded values are not recommended for survey control.
 PU0778
 PU0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0778.See file dsdata.pdf to determine how the superseded data were derived.
 PU0778
 PU0778_MARKER: DR = REFERENCE MARK DISK
 PU0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0778_STAMPING: STAMP NO 1 1962
 PU0778_MARK LOGO: CGS
 PU0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0778+STABILITY: SURFACE MOTION
 PU0778
 PU0778  HISTORY     - Date     Condition        Report By
 PU0778  HISTORY     - 1962     MONUMENTED       CGS
 PU0778
 PU0778                          STATION DESCRIPTION
 PU0778
 PU0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0778'13.1 MI E FROM SULPHUR.
 PU0778'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0778'2.0 MILES NORTH, THENCE 2.1 MILES EAST ALONG THE ROAD, 47 FEET
 PU0778'NORTH OF THE CENTER LINE OF THE ROAD, 92.4 FEET NORTH AND ACROSS
 PU0778'THE ROAD FROM THE STATION, 3 1/2 FEET SOUTHWEST OF A POWER
 PU0778'POLE, 1.0 FOOT SOUTH OF A FENCE, ABOUT 3 1/2 FEET LOWER THAN THE
 PU0778'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTIG 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0780 ***********************************************************************
 PU0780  DESIGNATION -  STAMP RM 2
 PU0780  PID         -  PU0780
 PU0780  STATE/COUNTY-  SD/MEADE
 PU0780  COUNTRY     -  US
 PU0780  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0780
 PU0780                         *CURRENT SURVEY CONTROL
 PU0780  ______________________________________________________________________
 PU0780* NAD 83(1986) POSITION- 44 54 25.78   (N) 102 40 24.29   (W)   HD_HELD1
 PU0780* NAVD 88 ORTHO HEIGHT -   835.675 (meters)     2741.71  (feet) ADJUSTED
 PU0780  ______________________________________________________________________
 PU0780  GEOID HEIGHT    -        -17.902 (meters)                     GEOID18
 PU0780  DYNAMIC HEIGHT  -        835.498 (meters)     2741.13  (feet) COMP
 PU0780  MODELED GRAVITY -    980,375.9   (mgal)                       NAVD 88
 PU0780
 PU0780  VERT ORDER      -  SECOND    CLASS 0
 PU0780
 PU0780.The horizontal coordinates were determined by differentially corrected
 PU0780.hand held GPS observations or other comparable positioning techniques
 PU0780.and have an estimated accuracy of +/- 3 meters.
 PU0780
 PU0780.The orthometric height was determined by differential leveling and
 PU0780.adjusted by the NATIONAL GEODETIC SURVEY
 PU0780.in June 1991.
 PU0780
 PU0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0780.GEOID18 height accuracy estimate available here.
 PU0780
 PU0780.Click photographs - Photos may exist for this station.
 PU0780
 PU0780.The dynamic height is computed by dividing the NAVD 88
 PU0780.geopotential number by the normal gravity value computed on the
 PU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0780.degrees latitude (g = 980.6199 gals.).
 PU0780
 PU0780.The modeled gravity was interpolated from observed gravity values.
 PU0780
 PU0780;                    North         East    Units  Estimated Accuracy
 PU0780;SPC SD N     -   122,811.6     388,920.2     MT  (+/- 3 meters HH1 GPS) 
 PU0780
 PU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8366675270(NAD 83)
 PU0780
 PU0780                          SUPERSEDED SURVEY CONTROL
 PU0780
 PU0780  NGVD 29 (??/??/92)  835.215  (m)         2740.20   (f) ADJ UNCH    2 0
 PU0780
 PU0780.Superseded values are not recommended for survey control.
 PU0780
 PU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0780.See file dsdata.pdf to determine how the superseded data were derived.
 PU0780
 PU0780_MARKER: DR = REFERENCE MARK DISK
 PU0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0780_STAMPING: STAMP NO 2 1962
 PU0780_MARK LOGO: CGS
 PU0780_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0780+STABILITY: SURFACE MOTION
 PU0780
 PU0780  HISTORY     - Date     Condition        Report By
 PU0780  HISTORY     - 1962     MONUMENTED       CGS
 PU0780
 PU0780                          STATION DESCRIPTION
 PU0780
 PU0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0780'13.1 MI E FROM SULPHUR.
 PU0780'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, THENCE
 PU0780'2.0 MILES NORTH ALONG A ROAD, THENCE 2.1 MILES EAST ALONG THE
 PU0780'ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 53.0 FEET
 PU0780'EAST OF THE STATION, 1.0 FOOT NORTH OF A FENCE, ABOUT LEVEL
 PU0780'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PU0780'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0721 ***********************************************************************
 PS0721  DESIGNATION -  STAN
 PS0721  PID         -  PS0721
 PS0721  STATE/COUNTY-  SD/STANLEY
 PS0721  COUNTRY     -  US
 PS0721  USGS QUAD   -  JOE CREEK NW (2017)
 PS0721
 PS0721                         *CURRENT SURVEY CONTROL
 PS0721  ______________________________________________________________________
 PS0721* NAD 83(1996) POSITION- 44 13 05.10170(N) 099 58 32.59490(W)   ADJUSTED
 PS0721* NAVD 88 ORTHO HEIGHT -   570.    (meters)     1870.    (feet) SCALED
 PS0721  ______________________________________________________________________
 PS0721  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 PS0721  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 PS0721  HORZ ORDER      -  SECOND
 PS0721
 PS0721.The horizontal coordinates were established by classical geodetic methods
 PS0721.and adjusted by the National Geodetic Survey in January 1998.
 PS0721
 PS0721.The orthometric height was scaled from a topographic map.
 PS0721
 PS0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0721.GEOID18 height accuracy estimate available here.
 PS0721
 PS0721.Click photographs - Photos may exist for this station.
 PS0721
 PS0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0721
 PS0721. The following values were computed from the NAD 83(1996) position.
 PS0721
 PS0721;                    North         East     Units Scale Factor Converg.
 PS0721;SPC SD S     -   209,447.326   628,576.284   MT  0.99996164   +0 14 48.1
 PS0721;SPC SD S     -   687,161.77  2,062,254.03   sFT  0.99996164   +0 14 48.1
 PS0721;UTM  14      - 4,896,558.236   422,059.453   MT  0.99967471   -0 40 49.8
 PS0721
 PS0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0721!SPC SD S     -   0.99991433  x   0.99996164  =   0.99987597
 PS0721!UTM  14      -   0.99991433  x   0.99967471  =   0.99958907
 PS0721
 PS0721:                Primary Azimuth Mark                     Grid Az
 PS0721:SPC SD S     -  STAN AZ MK                               243 16 14.5
 PS0721:UTM  14      -  STAN AZ MK                               244 11 52.4
 PS0721
 PS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2205996558(NAD 83)
 PS0721
 PS0721|---------------------------------------------------------------------|
 PS0721| PID    Reference Object                     Distance      Geod. Az  |
 PS0721|                                                           dddmmss.s |
 PS0721| CO6157 STAN RM 2                            12.532 METERS 00412     |
 PS0721| CO6156 STAN RM 1                            22.080 METERS 12757     |
 PS0721| CO6155 STAN AZ MK                                         2433102.6 |
 PS0721|---------------------------------------------------------------------|
 PS0721
 PS0721                          SUPERSEDED SURVEY CONTROL
 PS0721
 PS0721  NAD 83(1986)-  44 13 05.09863(N)    099 58 32.59955(W) AD(       ) 2
 PS0721  NAD 27      -  44 13 05.15500(N)    099 58 31.16100(W) AD(       ) 2
 PS0721
 PS0721.Superseded values are not recommended for survey control.
 PS0721
 PS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0721.See file dsdata.pdf to determine how the superseded data were derived.
 PS0721
 PS0721_MARKER: DS = TRIANGULATION STATION DISK
 PS0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0721_STAMPING: STAN 1948
 PS0721_MARK LOGO: CGS
 PS0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0721+STABILITY: SURFACE MOTION
 PS0721
 PS0721  HISTORY     - Date     Condition        Report By
 PS0721  HISTORY     - 1948     MONUMENTED       CGS
 PS0721  HISTORY     - 1948     GOOD             CGS
 PS0721  HISTORY     - 1963     GOOD             USDA
 PS0721
 PS0721                          STATION DESCRIPTION
 PS0721
 PS0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PS0721'THE STATION IS ON THE LOWER BRULE INDIAN RESERVATION, IN SEC.
 PS0721'28, T. 109 N., R. 76 W., ABOUT 3 MILES WEST OF THE MISSOURI
 PS0721'RIVER, ABOUT 1-1/2 MILES NORTH OF THE STANLEY-LYMAN COUNTY LINE,
 PS0721'ON THE SOUTHWESTERN ONE OF TWO SMALL BUTTES WHICH ARE ABOUT
 PS0721'A MILE NORTHEAST OF A GROUP OF LARGER PROMINENT BUTTES, AND
 PS0721'ON RANGE LAND BELONGING TO JOSEPH W. THOMPSON.  IT IS ON THE
 PS0721'SUMMIT OF THE BUTTE AND 4 FEET SOUTH OF A WITNESS POST.  THE
 PS0721'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED STAN 1948.
 PS0721'
 PS0721'REFERENCE MARK NO. 1 IS 72.44 FEET (SLOPE) SOUTHEAST OF THE
 PS0721'STATION.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PS0721'STAN NO 1 1948.
 PS0721'
 PS0721'REFERENCE MARK NO. 2 IS 41.11 FEET (SLOPE) NORTH OF THE STATION.
 PS0721'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED STAN NO
 PS0721'2 1948.
 PS0721'
 PS0721'THE AZIMUTH MARK IS 0.6 MILE WEST-SOUTHWEST OF THE STATION,
 PS0721'39 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE GRADED
 PS0721'DIRT ROAD, ON TOP OF A SLIGHT RIDGE, AND 2-1/2 FEET NORTHEAST
 PS0721'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 PS0721'IS STAMPED STAN 1948.
 PS0721'
 PS0721'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE, GO
 PS0721'SOUTH ON U.S. HIGHWAY 83 FOR 10.75 MILES TO A CROSSROADS AND
 PS0721'TURN LEFT, THENCE 5 MILES EAST AND 1 MILE SOUTH TO A ROAD
 PS0721'T-INTERSECTION NEAR A SMALL SCHOOLHOUSE AND TURN LEFT, THENCE
 PS0721'EAST 9.2 MILES TO A ROAD T-INTERSECTION (STEM OF T EXTENDS
 PS0721'NORTH).  CONTINUE EAST 0.9 MILE TO A CATTLE GUARD GATE, THENCE
 PS0721'CONTINUE EAST TO ANOTHER CATTLE GUARD 1.15 MILES, THENCE EAST
 PS0721'0.5 MILE AND TURN LEFT, THENCE NORTH AND NORTHEAST ON A GRADED
 PS0721'DIRT ROAD 2.0 MILES AND BEAR RIGHT LEAVING THE ROAD, THENCE
 PS0721'EASTERLY ACROSS THE GRASS 0.2 MILE TO THE TOP OF THE
 PS0721'SOUTHWESTERN BUTTE AND THE STATION.
 PS0721'
 PS0721'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0721
 PS0721                          STATION RECOVERY (1948)
 PS0721
 PS0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0721'THE STATION WAS RECOVERED AS DESCRIBED BY F.X.P. IN 1948, AND
 PS0721'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE REFERENCE
 PS0721'MARKS WERE CHECKED AND THE DISTANCE WAS FOUND TO BE CORRECT.
 PS0721'THE AZIMUTH MARK WAS CHECKED AND FOUND TO BE 0.5 MILE INSTEAD
 PS0721'OF 0.6 MILE.  THE 1948 TO REACH IS ADEQUATE.
 PS0721'
 PS0721'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 PS0721
 PS0721                          STATION RECOVERY (1963)
 PS0721
 PS0721'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1963 (AWH)
 PS0721'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1481 ***********************************************************************
 NM1481  DESIGNATION -  STANAGE
 NM1481  PID         -  NM1481
 NM1481  STATE/COUNTY-  SD/YANKTON
 NM1481  COUNTRY     -  US
 NM1481  USGS QUAD   -  TABOR SE (2017)
 NM1481
 NM1481                         *CURRENT SURVEY CONTROL
 NM1481  ______________________________________________________________________
 NM1481* NAD 83(1996) POSITION- 42 51 48.78598(N) 097 32 37.47305(W)   ADJUSTED
 NM1481* NAVD 88 ORTHO HEIGHT -   442.405 (meters)     1451.46  (feet) ADJUSTED
 NM1481  ______________________________________________________________________
 NM1481  GEOID HEIGHT    -        -25.646 (meters)                     GEOID18
 NM1481  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 NM1481  DYNAMIC HEIGHT  -        442.270 (meters)     1451.01  (feet) COMP
 NM1481  MODELED GRAVITY -    980,303.4   (mgal)                       NAVD 88
 NM1481
 NM1481  HORZ ORDER      -  THIRD
 NM1481  VERT ORDER      -  FIRST     CLASS II
 NM1481
 NM1481.The horizontal coordinates were established by classical geodetic methods
 NM1481.and adjusted by the National Geodetic Survey in January 1998.
 NM1481
 NM1481.The orthometric height was determined by differential leveling and
 NM1481.adjusted by the NATIONAL GEODETIC SURVEY
 NM1481.in June 1991.
 NM1481
 NM1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1481.GEOID18 height accuracy estimate available here.
 NM1481
 NM1481.Click photographs - Photos may exist for this station.
 NM1481
 NM1481.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1481
 NM1481.The dynamic height is computed by dividing the NAVD 88
 NM1481.geopotential number by the normal gravity value computed on the
 NM1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1481.degrees latitude (g = 980.6199 gals.).
 NM1481
 NM1481.The modeled gravity was interpolated from observed gravity values.
 NM1481
 NM1481. The following values were computed from the NAD 83(1996) position.
 NM1481
 NM1481;                    North         East     Units Scale Factor Converg.
 NM1481;SPC SD S     -    62,731.254   827,924.160   MT  0.99999298   +1 55 27.9
 NM1481;SPC SD S     -   205,810.79  2,716,281.18   sFT  0.99999298   +1 55 27.9
 NM1481;UTM  14      - 4,746,691.131   618,960.437   MT  0.99977410   +0 59 26.7
 NM1481
 NM1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1481!SPC SD S     -   0.99993465  x   0.99999298  =   0.99992763
 NM1481!UTM  14      -   0.99993465  x   0.99977410  =   0.99970876
 NM1481
 NM1481:                Primary Azimuth Mark                     Grid Az
 NM1481:SPC SD S     -  STANAGE AZ MK                            097 00 34.7
 NM1481:UTM  14      -  STANAGE AZ MK                            097 56 35.9
 NM1481
 NM1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1896046691(NAD 83)
 NM1481
 NM1481|---------------------------------------------------------------------|
 NM1481| PID    Reference Object                     Distance      Geod. Az  |
 NM1481|                                                           dddmmss.s |
 NM1481| NM1483 STANAGE RM 1                         10.892 METERS 02313     |
 NM1481| NM1872 YANKTON MUNICIPAL TANK              APPROX.11.4 KM 0841654.3 |
 NM1481| NM1865 YANKTON SAC HEART HOSP TANK         APPROX.11.0 KM 0845402.1 |
 NM1481| NM1480 STANAGE AZ MK                                      0985602.6 |
 NM1481| NM1482 STANAGE RM 2                         16.217 METERS 23758     |
 NM1481|---------------------------------------------------------------------|
 NM1481
 NM1481                          SUPERSEDED SURVEY CONTROL
 NM1481
 NM1481  NAD 83(1995)-  42 51 48.78598(N)    097 32 37.47303(W) AD(       ) 3
 NM1481  NAD 83(1986)-  42 51 48.79511(N)    097 32 37.46625(W) AD(       ) 3
 NM1481  NAD 27      -  42 51 48.80200(N)    097 32 36.23600(W) AD(       ) 3
 NM1481  NGVD 29 (??/??/92)  442.192  (m)         1450.76   (f) ADJ UNCH    1 2
 NM1481  NGVD 29             442.19   (m)         1450.8    (f) LEVELING    3  
 NM1481
 NM1481.Superseded values are not recommended for survey control.
 NM1481
 NM1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1481.See file dsdata.pdf to determine how the superseded data were derived.
 NM1481
 NM1481_MARKER: DS = TRIANGULATION STATION DISK
 NM1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1481_STAMPING: STANAGE 1948
 NM1481_MARK LOGO: CGS
 NM1481_PROJECTION: FLUSH
 NM1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1481+STABILITY: SURFACE MOTION
 NM1481
 NM1481  HISTORY     - Date     Condition        Report By
 NM1481  HISTORY     - 1948     MONUMENTED       CGS
 NM1481  HISTORY     - 1949     GOOD             CGS
 NM1481  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM1481  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM1481
 NM1481                          STATION DESCRIPTION
 NM1481
 NM1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1481'THE STATION IS LOCATED ABOUT 7 MILES WEST OF YANKTON, ON A
 NM1481'HIGH PROMINENT KNOLL, OVERLOOKING THE MISSOURI RIVER VALLEY
 NM1481'TO THE SOUTH, AND IS ABOUT 0.2 MILE NORTH OF A GRAVELLED ROAD.
 NM1481'THE DISK IS STAMPED STANAGE 1948 AND IS SET FLUSH WITH THE
 NM1481'GROUND.
 NM1481'
 NM1481'REFERENCE MARK NO. 1 IS 35.74 FEET NORTH-NORTHEAST OF THE STATION.
 NM1481'THE DISK IS STAMPED STANAGE NO 1 1948 AND PROJECTS 4 INCHES.
 NM1481'
 NM1481'REFERENCE MARK NO. 2 IS 53.20 FEET WEST-SOUTHWEST OF THE STATION.
 NM1481'THE DISK IS STAMPED STANAGE NO 2 1948 AND PROJECTS 4 INCHES.
 NM1481'
 NM1481'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST-SOUTHEAST OF THE STATION,
 NM1481'36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE
 NM1481'ABUTMENT, 34 FEET SOUTH OF THE CENTERLINE OF A GRAVELLED ROAD,
 NM1481'10 FEET EAST OF THE CENTERLINE OF A FARM DRIVE, AND 2 FEET NORTH
 NM1481'OF A GATE POST.  THE DISK IS STAMPED STANAGE 1948 AND PROJECTS 1
 NM1481'INCH.
 NM1481'
 NM1481'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 NM1481'STATE HIGHWAY 50 AT THE POST OFFICE IN YANKTON, GO WEST ON
 NM1481'HIGHWAY 50 FOR 1.5 MILES TO A CROSS ROAD.  TURN LEFT AND
 NM1481'FOLLOW THE GRAVELLED ROAD SOUTH AND THEN WEST FOR 6.4 MILES
 NM1481'TO A STEEL BRIDGE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NM1481'CONTINUE WEST FOR 0.5 MILE TO A GATE ON THE RIGHT.  FROM HERE
 NM1481'THE STATION IS ABOUT 0.2 MILE NORTH ON THE HIGHEST KNOLL IN
 NM1481'THE VICINITY.
 NM1481'
 NM1481'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1481
 NM1481                          STATION RECOVERY (1949)
 NM1481
 NM1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1481'8.3 MI W FROM YANKTON.
 NM1481'1.5 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1481'AT YANKTON, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 NM1481'6.6 MILES WEST ALONG A GRAVELED ROAD, 0.6 MILE WEST OF A STEEL
 NM1481'BRIDGE, ABOUT 0.2 MILE NORTH OF THE GRAVELED ROAD, ON A HIGH
 NM1481'KNOLL OVERLOOKING THE MISSOURI RIVER TO THE SOUTH, AND SET IN
 NM1481'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 NM1481
 NM1481                          STATION RECOVERY (1967)
 NM1481
 NM1481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (RTW)
 NM1481'SEARCHED FOR THIS MARK BUT WAS UNABLE TO FIND IT.
 NM1481
 NM1481                          STATION RECOVERY (2012)
 NM1481
 NM1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1480 ***********************************************************************
 NM1480  DESIGNATION -  STANAGE AZ MK
 NM1480  PID         -  NM1480
 NM1480  STATE/COUNTY-  SD/YANKTON
 NM1480  COUNTRY     -  US
 NM1480  USGS QUAD   -  TABOR SE (2017)
 NM1480
 NM1480                         *CURRENT SURVEY CONTROL
 NM1480  ______________________________________________________________________
 NM1480* NAD 83(1986) POSITION- 42 51 49.     (N) 097 31 52.     (W)   SCALED
 NM1480* NAVD 88 ORTHO HEIGHT -   374.723 (meters)     1229.40  (feet) ADJUSTED
 NM1480  ______________________________________________________________________
 NM1480  GEOID HEIGHT    -        -25.636 (meters)                     GEOID18
 NM1480  DYNAMIC HEIGHT  -        374.609 (meters)     1229.03  (feet) COMP
 NM1480  MODELED GRAVITY -    980,305.0   (mgal)                       NAVD 88
 NM1480
 NM1480  VERT ORDER      -  FIRST     CLASS II
 NM1480
 NM1480.The horizontal coordinates were scaled from a map and have
 NM1480.an estimated accuracy of +/- 6 seconds.
 NM1480
 NM1480.The orthometric height was determined by differential leveling and
 NM1480.adjusted by the NATIONAL GEODETIC SURVEY
 NM1480.in June 1991.
 NM1480
 NM1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1480.GEOID18 height accuracy estimate available here.
 NM1480
 NM1480.Click photographs - Photos may exist for this station.
 NM1480
 NM1480.The dynamic height is computed by dividing the NAVD 88
 NM1480.geopotential number by the normal gravity value computed on the
 NM1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1480.degrees latitude (g = 980.6199 gals.).
 NM1480
 NM1480.The modeled gravity was interpolated from observed gravity values.
 NM1480
 NM1480;                    North         East    Units  Estimated Accuracy
 NM1480;SPC SD S     -    62,770.      828,960.      MT  (+/- 180 meters Scaled)
 NM1480
 NM1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN199467(NAD 83)
 NM1480
 NM1480                          SUPERSEDED SURVEY CONTROL
 NM1480
 NM1480  NGVD 29 (??/??/92)  374.510  (m)         1228.70   (f) ADJ UNCH    1 2
 NM1480
 NM1480.Superseded values are not recommended for survey control.
 NM1480
 NM1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1480.See file dsdata.pdf to determine how the superseded data were derived.
 NM1480
 NM1480_MARKER: DZ = AZIMUTH MARK DISK
 NM1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1480_STAMPING: STANAGE 1948
 NM1480_MARK LOGO: CGS
 NM1480_PROJECTION: PROJECTING 3 CENTIMETERS
 NM1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1480+STABILITY: SURFACE MOTION
 NM1480
 NM1480  HISTORY     - Date     Condition        Report By
 NM1480  HISTORY     - 1948     MONUMENTED       CGS
 NM1480  HISTORY     - 1949     GOOD             CGS
 NM1480  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM1480
 NM1480                          STATION DESCRIPTION
 NM1480
 NM1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1480'7.7 MI NW FROM YANKTON.
 NM1480'1.5 MILES NORTHWEST ALONG STATE HIGHWAY FROM THE POST OFFICE
 NM1480'AT YANKTON, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 NM1480'6.0 MILES WEST ALONG A GRAVELED ROAD, 36 FEET SOUTHWEST OF THE
 NM1480'SOUTHWEST CORNER OF A CONCRETE BRIDGE ABUTMENT, 34 FEET SOUTH
 NM1480'OF THE CENTER LINE OF THE GRAVELED ROAD, 10 FEET EAST OF THE
 NM1480'CENTER LINE OF THE FARM ROAD, 2.0 FEET NORTH OF A GATE POST,
 NM1480'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 NM1480'THE GROUND.
 NM1480
 NM1480                          STATION RECOVERY (2012)
 NM1480
 NM1480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1483 ***********************************************************************
 NM1483  DESIGNATION -  STANAGE RM 1
 NM1483  PID         -  NM1483
 NM1483  STATE/COUNTY-  SD/YANKTON
 NM1483  COUNTRY     -  US
 NM1483  USGS QUAD   -  TABOR SE (2017)
 NM1483
 NM1483                         *CURRENT SURVEY CONTROL
 NM1483  ______________________________________________________________________
 NM1483* NAD 83(1986) POSITION- 42 51 49.11   (N) 097 32 37.28   (W)   HD_HELD1
 NM1483* NAVD 88 ORTHO HEIGHT -   441.411 (meters)     1448.20  (feet) ADJUSTED
 NM1483  ______________________________________________________________________
 NM1483  GEOID HEIGHT    -        -25.646 (meters)                     GEOID18
 NM1483  DYNAMIC HEIGHT  -        441.277 (meters)     1447.76  (feet) COMP
 NM1483  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 NM1483
 NM1483  VERT ORDER      -  FIRST     CLASS II
 NM1483
 NM1483.The horizontal coordinates were determined by differentially corrected
 NM1483.hand held GPS observations or other comparable positioning techniques
 NM1483.and have an estimated accuracy of +/- 3 meters.
 NM1483
 NM1483.The orthometric height was determined by differential leveling and
 NM1483.adjusted by the NATIONAL GEODETIC SURVEY
 NM1483.in June 1991.
 NM1483
 NM1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1483.GEOID18 height accuracy estimate available here.
 NM1483
 NM1483.Click photographs - Photos may exist for this station.
 NM1483
 NM1483.The dynamic height is computed by dividing the NAVD 88
 NM1483.geopotential number by the normal gravity value computed on the
 NM1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1483.degrees latitude (g = 980.6199 gals.).
 NM1483
 NM1483.The modeled gravity was interpolated from observed gravity values.
 NM1483
 NM1483;                    North         East    Units  Estimated Accuracy
 NM1483;SPC SD S     -    62,741.4     827,928.2     MT  (+/- 3 meters HH1 GPS) 
 NM1483
 NM1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1896446701(NAD 83)
 NM1483
 NM1483                          SUPERSEDED SURVEY CONTROL
 NM1483
 NM1483  NGVD 29 (??/??/92)  441.198  (m)         1447.50   (f) ADJ UNCH    1 2
 NM1483
 NM1483.Superseded values are not recommended for survey control.
 NM1483
 NM1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1483.See file dsdata.pdf to determine how the superseded data were derived.
 NM1483
 NM1483_MARKER: DR = REFERENCE MARK DISK
 NM1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1483_STAMPING: STANAGE NO 1 1948
 NM1483_MARK LOGO: CGS
 NM1483_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1483+STABILITY: SURFACE MOTION
 NM1483
 NM1483  HISTORY     - Date     Condition        Report By
 NM1483  HISTORY     - 1948     MONUMENTED       CGS
 NM1483  HISTORY     - 1949     GOOD             CGS
 NM1483  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM1483
 NM1483                          STATION DESCRIPTION
 NM1483
 NM1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1483'8.3 MI W FROM YANKTON.
 NM1483'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1483'AT YANKTON, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 NM1483'6.6 MILES WEST ALONG A GRAVELED ROAD, 0.6 MILE WEST OF A STEEL
 NM1483'BRIDGE, 0.2 MILE NORTH OF A GRAVELED ROAD, ON TOP OF A HIGH
 NM1483'KNOLL WHICH OVERLOOKS THE MISSOURI RIVER, 35.0 FEET NORTH OF
 NM1483'TRIANGULATION STATION STANAGE 1948, SET IN THE TOP OF A CONCRETE
 NM1483'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM1483
 NM1483                          STATION RECOVERY (2012)
 NM1483
 NM1483'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1482 ***********************************************************************
 NM1482  DESIGNATION -  STANAGE RM 2
 NM1482  PID         -  NM1482
 NM1482  STATE/COUNTY-  SD/YANKTON
 NM1482  COUNTRY     -  US
 NM1482  USGS QUAD   -  TABOR SE (2017)
 NM1482
 NM1482                         *CURRENT SURVEY CONTROL
 NM1482  ______________________________________________________________________
 NM1482* NAD 83(1986) POSITION- 42 51 48.51   (N) 097 32 38.08   (W)   HD_HELD1
 NM1482* NAVD 88 ORTHO HEIGHT -   441.516 (meters)     1448.54  (feet) ADJUSTED
 NM1482  ______________________________________________________________________
 NM1482  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 NM1482  DYNAMIC HEIGHT  -        441.382 (meters)     1448.10  (feet) COMP
 NM1482  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 NM1482
 NM1482  VERT ORDER      -  FIRST     CLASS II
 NM1482
 NM1482.The horizontal coordinates were determined by differentially corrected
 NM1482.hand held GPS observations or other comparable positioning techniques
 NM1482.and have an estimated accuracy of +/- 3 meters.
 NM1482
 NM1482.The orthometric height was determined by differential leveling and
 NM1482.adjusted by the NATIONAL GEODETIC SURVEY
 NM1482.in June 1991.
 NM1482
 NM1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1482.GEOID18 height accuracy estimate available here.
 NM1482
 NM1482.Click photographs - Photos may exist for this station.
 NM1482
 NM1482.The dynamic height is computed by dividing the NAVD 88
 NM1482.geopotential number by the normal gravity value computed on the
 NM1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1482.degrees latitude (g = 980.6199 gals.).
 NM1482
 NM1482.The modeled gravity was interpolated from observed gravity values.
 NM1482
 NM1482;                    North         East    Units  Estimated Accuracy
 NM1482;SPC SD S     -    62,722.3     827,910.7     MT  (+/- 3 meters HH1 GPS) 
 NM1482
 NM1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1894646682(NAD 83)
 NM1482
 NM1482                          SUPERSEDED SURVEY CONTROL
 NM1482
 NM1482  NGVD 29 (??/??/92)  441.304  (m)         1447.84   (f) ADJ UNCH    1 2
 NM1482
 NM1482.Superseded values are not recommended for survey control.
 NM1482
 NM1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1482.See file dsdata.pdf to determine how the superseded data were derived.
 NM1482
 NM1482_MARKER: DR = REFERENCE MARK DISK
 NM1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1482_STAMPING: STANAGE NO 2 1948
 NM1482_MARK LOGO: CGS
 NM1482_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1482+STABILITY: SURFACE MOTION
 NM1482
 NM1482  HISTORY     - Date     Condition        Report By
 NM1482  HISTORY     - 1948     MONUMENTED       CGS
 NM1482  HISTORY     - 1949     GOOD             CGS
 NM1482  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM1482
 NM1482                          STATION DESCRIPTION
 NM1482
 NM1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1482'8.3 MI W FROM YANKTON.
 NM1482'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1482'AT YANKTON, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 NM1482'6.6 MILES WEST ALONG A GRAVELED ROAD, 0.6 MILE WEST OF A STEEL
 NM1482'BRIDGE, 0.2 MILE NORTH OF A GRAVELED ROAD, ON A HIGH KNOLL
 NM1482'OVERLOOKING THE MISSOURI RIVER, 53 FEET SOUTHWEST OF TRIANGULATION
 NM1482'STATION STANAGE 1948, SET IN THE TOP OF A CONCRETE POST WHICH
 NM1482'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM1482
 NM1482                          STATION RECOVERY (2012)
 NM1482
 NM1482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1091 ***********************************************************************
 PT1091  DESIGNATION -  STANDING BUTTE
 PT1091  PID         -  PT1091
 PT1091  STATE/COUNTY-  SD/STANLEY
 PT1091  COUNTRY     -  US
 PT1091  USGS QUAD   -  STANDING BUTTE (2017)
 PT1091
 PT1091                         *CURRENT SURVEY CONTROL
 PT1091  ______________________________________________________________________
 PT1091* NAD 83(1996) POSITION- 44 34 38.43305(N) 100 47 04.67400(W)   ADJUSTED
 PT1091* NAVD 88 ORTHO HEIGHT -   676.82  (+/-2cm)     2220.5   (feet) VERTCON3
 PT1091  ______________________________________________________________________
 PT1091  GEOID HEIGHT    -        -22.320 (meters)                     GEOID18
 PT1091  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 PT1091  HORZ ORDER      -  SECOND
 PT1091  VERT ORDER      -  THIRD ? (See Below)
 PT1091
 PT1091.The horizontal coordinates were established by classical geodetic methods
 PT1091.and adjusted by the National Geodetic Survey in January 1998.
 PT1091
 PT1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1091
 PT1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1091.GEOID18 height accuracy estimate available here.
 PT1091
 PT1091.The vertical order pertains to the NGVD 29 superseded value.
 PT1091
 PT1091.Click photographs - Photos may exist for this station.
 PT1091
 PT1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1091
 PT1091. The following values were computed from the NAD 83(1996) position.
 PT1091
 PT1091;                    North         East     Units Scale Factor Converg.
 PT1091;SPC SD S     -   249,404.068   564,154.407   MT  1.00004720   -0 18 40.8
 PT1091;SPC SD S     -   818,253.18  1,850,896.58   sFT  1.00004720   -0 18 40.8
 PT1091;UTM  14      - 4,937,549.266   358,313.110   MT  0.99984688   -1 15 10.0
 PT1091
 PT1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1091!SPC SD S     -   0.99989739  x   1.00004720  =   0.99994458
 PT1091!UTM  14      -   0.99989739  x   0.99984688  =   0.99974428
 PT1091
 PT1091:                Primary Azimuth Mark                     Grid Az
 PT1091:SPC SD S     -  STANDING BUTTE AZ MK                     118 07 00.8
 PT1091:UTM  14      -  STANDING BUTTE AZ MK                     119 03 30.0
 PT1091
 PT1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5831337549(NAD 83)
 PT1091
 PT1091|---------------------------------------------------------------------|
 PT1091| PID    Reference Object                     Distance      Geod. Az  |
 PT1091|                                                           dddmmss.s |
 PT1091| CO6159 STANDING BUTTE RM 1                  15.941 METERS 11148     |
 PT1091| CO6158 STANDING BUTTE AZ MK                               1174820.0 |
 PT1091| CO6160 STANDING BUTTE RM 2                  17.081 METERS 20249     |
 PT1091| PT1090 REWLS CHIMNEY                       APPROX.10.5 KM 2184222.9 |
 PT1091| PT1095 WEBB BROTHERS WINDMILL              APPROX.16.1 KM 3311324.2 |
 PT1091|---------------------------------------------------------------------|
 PT1091
 PT1091                          SUPERSEDED SURVEY CONTROL
 PT1091
 PT1091  NAD 83(1986)-  44 34 38.42731(N)    100 47 04.67632(W) AD(       ) 2
 PT1091  NAD 27      -  44 34 38.49600(N)    100 47 03.14800(W) AD(       ) 2
 PT1091  NGVD 29             676.40   (m)         2219.2    (f) LEVELING    3  
 PT1091
 PT1091.Superseded values are not recommended for survey control.
 PT1091
 PT1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1091.See file dsdata.pdf to determine how the superseded data were derived.
 PT1091
 PT1091_MARKER: DS = TRIANGULATION STATION DISK
 PT1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1091_STAMPING: STANDING BUTTE 1952
 PT1091_MARK LOGO: CGS
 PT1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1091+STABILITY: SURFACE MOTION
 PT1091
 PT1091  HISTORY     - Date     Condition        Report By
 PT1091  HISTORY     - 1952     MONUMENTED       CGS
 PT1091
 PT1091                          STATION DESCRIPTION
 PT1091
 PT1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1091'THE STATION IS ABOUT 24 MILES NORTHWEST OF FORT PIERRE, 18 MILES
 PT1091'NORTHEAST OF HAYES, ON LAND OWNED BY W.N. BARRICK, IN SECTION 7,
 PT1091'T 7 N, R 28 E, 12 FEET NORTHEAST OF CENTER OF TRACK ROAD, AND 7
 PT1091'FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 PT1091'
 PT1091'TO REACH THE STATION FROM THE POST OFFICE IN HAYES, GO WEST ON
 PT1091'U.S. HIGHWAY 14 FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 PT1091'AND GO NORTH ON GRADED DIRT ROAD FOR 11.2 MILES TO A CROSS ROAD,
 PT1091'TURN RIGHT AND GO EAST AND SOUTHEAST ON MAIN GRADED ROAD FOR 7.0
 PT1091'MILES TO A TRACK ROAD RIGHT AND TRIANGULATION STATION HOPEWELL
 PT1091'ON LEFT, CONTINUE EAST ON MAIN ROAD FOR 12.7 MILES TO A
 PT1091'T-INTERSECTION, TURN LEFT AND GO NORTH-NORTHWEST FOR 5.4 MILES
 PT1091'TO A SIDE ROAD RIGHT, CONTINUE NORTH-NORTHWEST FOR 2.3 MILES
 PT1091'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 PT1091'0.3 MILE TO A FORK, BEAR LEFT, CROSS CATTLE GUARD, THEN BEAR
 PT1091'RIGHT ON DIM TRACK ROAD AND GO NORTHWEST FOR 0.3 MILE TO TOP OF
 PT1091'RIDGE AND STATION ON RIGHT.
 PT1091'
 PT1091'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PT1091'STANDING BUTTE 1952.
 PT1091'
 PT1091'REFERENCE MARK 1 IS 10 FEET NORTHEAST OF CENTER OF TRACK ROAD.
 PT1091'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED STANDING
 PT1091'BUTTE NO 1 1952.
 PT1091'
 PT1091'REFERENCE MARK 2 IS 44 FEET SOUTHWEST OF CENTER OF TRACK ROAD.
 PT1091'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED STANDING
 PT1091'BUTTE NO 2 1952.
 PT1091'
 PT1091'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF CENTER OF GRADED
 PT1091'ROAD, 3 FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT
 PT1091'NORTHEAST OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES, AND THE
 PT1091'DISK IS STAMPED STANDING BUTTE 1952.
 PT1091'
 PT1091'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1515 ***********************************************************************
 PU1515  DESIGNATION -  STARLITE
 PU1515  PID         -  PU1515
 PU1515  STATE/COUNTY-  SD/PENNINGTON
 PU1515  COUNTRY     -  US
 PU1515  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1515
 PU1515                         *CURRENT SURVEY CONTROL
 PU1515  ______________________________________________________________________
 PU1515* NAD 83(1996) POSITION- 44 05 58.25399(N) 103 09 14.81171(W)   ADJUSTED
 PU1515* NAVD 88 ORTHO HEIGHT -   972.629 (meters)     3191.03  (feet) ADJUSTED
 PU1515  ______________________________________________________________________
 PU1515  GEOID HEIGHT    -        -16.275 (meters)                     GEOID18
 PU1515  LAPLACE CORR    -        -13.28  (seconds)                    DEFLEC18
 PU1515  DYNAMIC HEIGHT  -        972.307 (meters)     3189.98  (feet) COMP
 PU1515  MODELED GRAVITY -    980,254.7   (mgal)                       NAVD 88
 PU1515
 PU1515  HORZ ORDER      -  SECOND
 PU1515  VERT ORDER      -  FIRST     CLASS II
 PU1515
 PU1515.The horizontal coordinates were established by classical geodetic methods
 PU1515.and adjusted by the National Geodetic Survey in January 1998.
 PU1515
 PU1515.The orthometric height was determined by differential leveling and
 PU1515.adjusted by the NATIONAL GEODETIC SURVEY
 PU1515.in June 1991.
 PU1515
 PU1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1515.GEOID18 height accuracy estimate available here.
 PU1515
 PU1515.Click photographs - Photos may exist for this station.
 PU1515
 PU1515.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1515
 PU1515.The dynamic height is computed by dividing the NAVD 88
 PU1515.geopotential number by the normal gravity value computed on the
 PU1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1515.degrees latitude (g = 980.6199 gals.).
 PU1515
 PU1515.The modeled gravity was interpolated from observed gravity values.
 PU1515
 PU1515. The following values were computed from the NAD 83(1996) position.
 PU1515
 PU1515;                    North         East     Units Scale Factor Converg.
 PU1515;SPC SD S     -   200,046.547   374,190.884   MT  0.99994210   -1 56 45.3
 PU1515;SPC SD S     -   656,319.38  1,227,657.93   sFT  0.99994210   -1 56 45.3
 PU1515;UTM  13      - 4,884,582.359   647,745.499   MT  0.99986847   +1 17 05.3
 PU1515
 PU1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1515!SPC SD S     -   0.99985006  x   0.99994210  =   0.99979217
 PU1515!UTM  13      -   0.99985006  x   0.99986847  =   0.99971855
 PU1515
 PU1515:                Primary Azimuth Mark                     Grid Az
 PU1515:SPC SD S     -  STARLITE AZ MK                           247 44 35.9
 PU1515:UTM  13      -  STARLITE AZ MK                           244 30 45.3
 PU1515
 PU1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4774584582(NAD 83)
 PU1515
 PU1515|---------------------------------------------------------------------|
 PU1515| PID    Reference Object                     Distance      Geod. Az  |
 PU1515|                                                           dddmmss.s |
 PU1515| PU2290 ELLSWORTH AF TANK AND BCN           APPROX. 7.8 KM 0520412.7 |
 PU1515| PU1514 STARLITE RM 1                         6.461 METERS 07155     |
 PU1515| PU1516 STARLITE RM 2                         6.342 METERS 16135     |
 PU1515| PU2303 STARLITE 2                          103.205 METERS 23952     |
 PU1515| PU1517 STARLITE AZ MK                                     2454750.6 |
 PU1515| PU2310 RAPID CITY RADIO KOTA FM MAST       APPROX. 8.5 KM 2462302.5 |
 PU1515|---------------------------------------------------------------------|
 PU1515
 PU1515                          SUPERSEDED SURVEY CONTROL
 PU1515
 PU1515  NAD 83(1993)-  44 05 58.24578(N)    103 09 14.81395(W) AD(       ) 2
 PU1515  NAD 83(1986)-  44 05 58.24459(N)    103 09 14.81843(W) AD(       ) 2
 PU1515  NAD 27      -  44 05 58.29000(N)    103 09 13.16300(W) AD(       ) 2
 PU1515  NGVD 29 (??/??/92)  972.154  (m)         3189.48   (f) ADJ UNCH    1 2
 PU1515  NGVD 29             972.15   (m)         3189.5    (f) LEVELING    3  
 PU1515
 PU1515.Superseded values are not recommended for survey control.
 PU1515
 PU1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1515.See file dsdata.pdf to determine how the superseded data were derived.
 PU1515
 PU1515_MARKER: DS = TRIANGULATION STATION DISK
 PU1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1515_STAMPING: STARLITE 1950
 PU1515_MARK LOGO: CGS
 PU1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1515+STABILITY: SURFACE MOTION
 PU1515
 PU1515  HISTORY     - Date     Condition        Report By
 PU1515  HISTORY     - 1950     MONUMENTED       CGS
 PU1515  HISTORY     - 1953     GOOD             CGS
 PU1515  HISTORY     - 1961     GOOD             CGS
 PU1515  HISTORY     - 1962     GOOD             CGS
 PU1515  HISTORY     - 1965     GOOD             CGS
 PU1515  HISTORY     - 20120905 MARK NOT FOUND   INDIV
 PU1515
 PU1515                          STATION DESCRIPTION
 PU1515
 PU1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1515'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14
 PU1515'AND 16, ABOUT 3-1/2 MILES EAST AND 1 MILE NORTH OF RAPID CITY.
 PU1515'IT IS 103 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK,
 PU1515'71 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET
 PU1515'EAST OF A WITNESS POST.
 PU1515'
 PU1515'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND
 PU1515'16 JUST EAST OF THE RAPID CITY POST OFFICE, GO EAST, NORTH
 PU1515'AND EAST ON U.S. HIGHWAY 14 AND 16 FOR 3.85 MILES TO THE
 PU1515'STARLITE DRIVE-IN THEATER ON THE LEFT.  CONTINUE EASTERLY ON
 PU1515'THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 PU1515'DESCRIBED BELOW.  CONTINUE EASTERLY ON THE HIGHWAY FOR 0.35
 PU1515'MILE TO THE TOP OF A GRADE AND THE STATION ON THE RIGHT AS
 PU1515'DESCRIBED.
 PU1515'
 PU1515'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU1515'STARLITE 1950.
 PU1515'
 PU1515'REFERENCE MARK NO. 1 IS 73 FEET SOUTH OF THE CENTERLINE OF THE
 PU1515'HIGHWAY.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU1515'STARLITE NO 1 1950.
 PU1515'
 PU1515'REFERENCE MARK NO. 2 IS 93 FEET NORTH OF THE NORTH RAIL OF THE
 PU1515'RAILROAD TRACK.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 PU1515'STAMPED STARLITE NO 2 1950.
 PU1515'
 PU1515'THE AZIMUTH MARK IS 86.5 FEET NORTH OF THE NORTH RAIL OF THE
 PU1515'RAILROAD TRACK, 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 PU1515'3 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES,
 PU1515'AND THE DISK IS STAMPED STARLITE 1950.
 PU1515'
 PU1515'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU1515'CONCRETE CYLINDERS.
 PU1515
 PU1515                          STATION RECOVERY (1953)
 PU1515
 PU1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 PU1515'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 PU1515'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  DISTANCES
 PU1515'AND DIRECTIONS TO REFERENCE MARKS NOT CHECKED.
 PU1515
 PU1515                          STATION RECOVERY (1961)
 PU1515
 PU1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU1515'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 PU1515'A BILLBOARD HAS BEEN ERECTED AT THE STATION BLOCKING THE LINE
 PU1515'TO THE AZIMUTH MARK,. CONSEQUENTLY THE DIRECTION COULD
 PU1515'NOT BE CHECKED AT THIS TIME.
 PU1515
 PU1515                          STATION RECOVERY (1962)
 PU1515
 PU1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1515'4.1 MI NE FROM RAPID CITY.
 PU1515'ABOUT 4.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1515'RAILWAY FROM THE STATION AT RAPID CITY, ON THE CREST OF A SMALL
 PU1515'HILL BETWEEN OLD U.S. HIGHWAY 16 AND THE RAILROAD, 0.15 MILES
 PU1515'SOUTHWEST OF A DIRT ROAD CROSSING, 114 FEET NORTHWEST OF THE
 PU1515'NORTHWEST RAIL, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PU1515'HIGHWAY WHICH IS NOW A SERVICE ROAD, 20.8 FEET NORTHWEST OF
 PU1515'STARLITE R.M. 2, 21.2 FEET SOUTHWEST OF STARLITE R.M. 1, ABOUT
 PU1515'7 FEET ABOVE THE SERVICE ROAD AND ABOUT 20 FEET ABOVE THE RAILS.
 PU1515'STATION IS 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SET
 PU1515'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 PU1515'GROUND.
 PU1515
 PU1515                          STATION RECOVERY (1965)
 PU1515
 PU1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PU1515'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 PU1515'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 PU1515'THE DIRECTION BETWEEN THE REFERENCE MARKS WAS NOT CHECKED.
 PU1515'
 PU1515'DUE TO A SERVICE ROAD BEING CONSTRUCTED IN THE AREA, THE
 PU1515'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 PU1515'HAD TO BE MOVED.  THE MARKS WERE DESTROYED.
 PU1515'
 PU1515'STARLITE 2 WAS ESTABLISHED AND THE 1950 AZIMUTH MARK WAS
 PU1515'USED FOR THE AZIMUTH MARK FOR THIS STATION.
 PU1515'
 PU1515'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION
 PU1515'STATION STARLITE 2.
 PU1515
 PU1515                          STATION RECOVERY (2012)
 PU1515
 PU1515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2303 ***********************************************************************
 PU2303  DESIGNATION -  STARLITE 2
 PU2303  PID         -  PU2303
 PU2303  STATE/COUNTY-  SD/PENNINGTON
 PU2303  COUNTRY     -  US
 PU2303  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2303
 PU2303                         *CURRENT SURVEY CONTROL
 PU2303  ______________________________________________________________________
 PU2303* NAD 83(1996) POSITION- 44 05 56.57530(N) 103 09 18.82460(W)   NO CHECK
 PU2303* NAVD 88 ORTHO HEIGHT -   966.    (meters)     3169.    (feet) VERTCON3
 PU2303  ______________________________________________________________________
 PU2303  GEOID HEIGHT    -        -16.269 (meters)                     GEOID18
 PU2303  LAPLACE CORR    -        -13.34  (seconds)                    DEFLEC18
 PU2303  HORZ ORDER      -  THIRD
 PU2303
 PU2303.The horizontal coordinates were established by classical geodetic methods
 PU2303.and adjusted by the National Geodetic Survey in January 1998.
 PU2303
 PU2303.No horizontal observational check was made to the station.
 PU2303
 PU2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2303
 PU2303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2303.GEOID18 height accuracy estimate available here.
 PU2303
 PU2303.Click photographs - Photos may exist for this station.
 PU2303
 PU2303.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2303
 PU2303. The following values were computed from the NAD 83(1996) position.
 PU2303
 PU2303;                    North         East     Units Scale Factor Converg.
 PU2303;SPC SD S     -   199,997.798   374,099.925   MT  0.99994203   -1 56 48.1
 PU2303;SPC SD S     -   656,159.44  1,227,359.50   sFT  0.99994203   -1 56 48.1
 PU2303;UTM  13      - 4,884,528.566   647,657.439   MT  0.99986815   +1 17 02.4
 PU2303
 PU2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2303!SPC SD S     -   0.99985102  x   0.99994203  =   0.99979306
 PU2303!UTM  13      -   0.99985102  x   0.99986815  =   0.99971919
 PU2303
 PU2303:                Primary Azimuth Mark                     Grid Az
 PU2303:SPC SD S     -  STARLITE AZ MK                           249 02 04.5
 PU2303:UTM  13      -  STARLITE AZ MK                           245 48 14.0
 PU2303
 PU2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4765784528(NAD 83)
 PU2303
 PU2303|---------------------------------------------------------------------|
 PU2303| PID    Reference Object                     Distance      Geod. Az  |
 PU2303|                                                           dddmmss.s |
 PU2303| PU1515 STARLITE                            103.205 METERS 05952     |
 PU2303| CQ4133 STARLITE 2 RM 3                      10.674 METERS 18830     |
 PU2303| PU2310 RAPID CITY RADIO KOTA FM MAST       APPROX. 8.4 KM 2462747.3 |
 PU2303| PU1517 STARLITE AZ MK                                     2470516.4 |
 PU2303| CQ4134 STARLITE 2 RM 4                      15.735 METERS 25047     |
 PU2303|---------------------------------------------------------------------|
 PU2303
 PU2303                          SUPERSEDED SURVEY CONTROL
 PU2303
 PU2303  NAD 83(1993)-  44 05 56.56709(N)    103 09 18.82685(W) AD(       ) 3
 PU2303  NAD 83(1986)-  44 05 56.56592(N)    103 09 18.83130(W) AD(       ) 3
 PU2303  NAD 27      -  44 05 56.61120(N)    103 09 17.17566(W) AD(       ) 3
 PU2303  NGVD 29 (07/19/86)  966.     (m)         3169.     (f) VERT ANG       
 PU2303
 PU2303.Superseded values are not recommended for survey control.
 PU2303
 PU2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2303.See file dsdata.pdf to determine how the superseded data were derived.
 PU2303
 PU2303_MARKER: DS = TRIANGULATION STATION DISK
 PU2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2303_STAMPING: STARLITE 2 1965
 PU2303_MARK LOGO: CGS
 PU2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2303+STABILITY: SURFACE MOTION
 PU2303
 PU2303  HISTORY     - Date     Condition        Report By
 PU2303  HISTORY     - 1965     MONUMENTED       CGS
 PU2303  HISTORY     - 1976     GOOD             NGS
 PU2303
 PU2303                          STATION DESCRIPTION
 PU2303
 PU2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PU2303'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 1 MILE NORTH OF
 PU2303'RAPID CITY, ABOUT 400 FEET SOUTH OF THE EASTBOUND LANE OF
 PU2303'INTERSTATE 90, AND 0.35 MILE EAST OF THE WYCO PIPELINE COMPANY
 PU2303'STORAGE TANKS.
 PU2303'
 PU2303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 PU2303'STATE HIGHWAY 79 AT THE EAST SIDE OF RAPID CITY, GO EASTERLY
 PU2303'ON U.S. HIGHWAY 16 FOR 3.0 MILES TO A ROAD ON THE RIGHT.  BEAR
 PU2303'RIGHT AND CONTINUE EASTERLY ON A SURFACED ROAD FOR 0.85 MILE TO
 PU2303'THE STARLITE DRIVE-IN THEATER ON THE LEFT.  CONTINUE EAST ON THE
 PU2303'SURFACED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 PU2303'JUST AFTER PASSING THE WYCO PIPELINE CO. STORAGE TANKS ON THE
 PU2303'RIGHT.  CONTINUE EAST ON THE SURFACED ROAD FOR 0.3 MILE TO THE
 PU2303'STATION ON THE RIGHT, JUST BEFORE REACHING A SERVICE ROAD.
 PU2303'
 PU2303'STATION MARKS ARE STANDARD DISKS STAMPED STARLITE 2 1965.  THE
 PU2303'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PU2303'3 INCHES.  IT IS 58.5 FEET WEST OF THE CENTER OF A SERVICE ROAD,
 PU2303'51 FEET NORTHEAST OF A POWER POLE WHICH HAS TWO GUY PEGS, AND 2
 PU2303'FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 PU2303'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 PU2303'THE GROUND.
 PU2303'
 PU2303'REFERENCE MARK NO. 3, A STANDARD DISK STARLITE 2 NO 3 1965, IS
 PU2303'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS
 PU2303'22 FEET EAST OF THE POWER POLE, AND 7 FEET WEST OF THE EAST ONE
 PU2303'OF TWO GUY PEGS.
 PU2303'
 PU2303'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED STARLITE 2 NO 4
 PU2303'1965, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 PU2303'INCHES.  IT IS 36.5 FEET NORTH-NORTHWEST OF THE POWER POLE, AND
 PU2303'3 FEET EAST OF THE NORTH ONE OF TWO GUY PEGS.
 PU2303'
 PU2303'AZIMUTH MARK, A STANDARD DISK STAMPED STARLITE 1950, IS SET IN A
 PU2303'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 0.05
 PU2303'MILE EAST OF THE WYCO PIPELINE CO. STORAGE TANKS, 44 FEET SOUTH
 PU2303'OF THE CENTER OF A SURFACED ROAD, ADN 1 FOOT SOUTH OF A METAL
 PU2303'WITNESS POST.
 PU2303
 PU2303                          STATION RECOVERY (1976)
 PU2303
 PU2303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PU2303'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 1, AND THE AZIMUTH
 PU2303'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1965.
 PU2303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES ENE
 PU2303'OF RAPID CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1517 ***********************************************************************
 PU1517  DESIGNATION -  STARLITE AZ MK
 PU1517  PID         -  PU1517
 PU1517  STATE/COUNTY-  SD/PENNINGTON
 PU1517  COUNTRY     -  US
 PU1517  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1517
 PU1517                         *CURRENT SURVEY CONTROL
 PU1517  ______________________________________________________________________
 PU1517* NAD 83(1986) POSITION- 44 05 49.     (N) 103 09 37.     (W)   SCALED
 PU1517* NAVD 88 ORTHO HEIGHT -   965.116 (meters)     3166.38  (feet) ADJUSTED
 PU1517  ______________________________________________________________________
 PU1517  GEOID HEIGHT    -        -16.241 (meters)                     GEOID18
 PU1517  DYNAMIC HEIGHT  -        964.796 (meters)     3165.33  (feet) COMP
 PU1517  MODELED GRAVITY -    980,254.1   (mgal)                       NAVD 88
 PU1517
 PU1517  VERT ORDER      -  FIRST     CLASS II
 PU1517
 PU1517.The horizontal coordinates were scaled from a map and have
 PU1517.an estimated accuracy of +/- 6 seconds.
 PU1517
 PU1517.The orthometric height was determined by differential leveling and
 PU1517.adjusted by the NATIONAL GEODETIC SURVEY
 PU1517.in June 1991.
 PU1517
 PU1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1517.GEOID18 height accuracy estimate available here.
 PU1517
 PU1517.Click photographs - Photos may exist for this station.
 PU1517
 PU1517.The dynamic height is computed by dividing the NAVD 88
 PU1517.geopotential number by the normal gravity value computed on the
 PU1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1517.degrees latitude (g = 980.6199 gals.).
 PU1517
 PU1517.The modeled gravity was interpolated from observed gravity values.
 PU1517
 PU1517;                    North         East    Units  Estimated Accuracy
 PU1517;SPC SD S     -   199,780.      373,690.      MT  (+/- 180 meters Scaled)
 PU1517
 PU1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ472842(NAD 83)
 PU1517
 PU1517                          SUPERSEDED SURVEY CONTROL
 PU1517
 PU1517  NGVD 29 (??/??/92)  964.639  (m)         3164.82   (f) ADJ UNCH    1 2
 PU1517
 PU1517.Superseded values are not recommended for survey control.
 PU1517
 PU1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1517.See file dsdata.pdf to determine how the superseded data were derived.
 PU1517
 PU1517_MARKER: DZ = AZIMUTH MARK DISK
 PU1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1517_STAMPING: STARLITE 1950
 PU1517_MARK LOGO: CGS
 PU1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1517+STABILITY: SURFACE MOTION
 PU1517
 PU1517  HISTORY     - Date     Condition        Report By
 PU1517  HISTORY     - 1950     MONUMENTED       CGS
 PU1517  HISTORY     - 1962     GOOD             CGS
 PU1517  HISTORY     - 20120905 MARK NOT FOUND   INDIV
 PU1517
 PU1517                          STATION DESCRIPTION
 PU1517
 PU1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1517'3.7 MI NE FROM RAPID CITY.
 PU1517'ABOUT 3.7 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1517'RAILWAY FROM THE STATION AT RAPID CITY, 0.4 MILE NORTHEAST OF
 PU1517'MILE POST 646, 95 YARDS SOUTHWEST OF A CONCRETE CULVERT, 86 FEET
 PU1517'NORTHWEST OF THE NORTHWEST RAIL, 48 1/2 FEET SOUTHEAST OF THE
 PU1517'CENTER LINE OF OLD U.S. HIGHWAY 16, 1.3 SOUTHEAST OF A METAL
 PU1517'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, AND
 PU1517'1 1/2 FEET BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU1517'POST PROJECTING 5 INCHES.
 PU1517
 PU1517                          STATION RECOVERY (2012)
 PU1517
 PU1517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1514 ***********************************************************************
 PU1514  DESIGNATION -  STARLITE RM 1
 PU1514  PID         -  PU1514
 PU1514  STATE/COUNTY-  SD/PENNINGTON
 PU1514  COUNTRY     -  US
 PU1514  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1514
 PU1514                         *CURRENT SURVEY CONTROL
 PU1514  ______________________________________________________________________
 PU1514* NAD 83(1986) POSITION- 44 05 58.32   (N) 103 09 14.54   (W)   HD_HELD1
 PU1514* NAVD 88 ORTHO HEIGHT -   972.511 (meters)     3190.65  (feet) ADJUSTED
 PU1514  ______________________________________________________________________
 PU1514  GEOID HEIGHT    -        -16.275 (meters)                     GEOID18
 PU1514  DYNAMIC HEIGHT  -        972.190 (meters)     3189.59  (feet) COMP
 PU1514  MODELED GRAVITY -    980,254.7   (mgal)                       NAVD 88
 PU1514
 PU1514  VERT ORDER      -  FIRST     CLASS II
 PU1514
 PU1514.The horizontal coordinates were determined by differentially corrected
 PU1514.hand held GPS observations or other comparable positioning techniques
 PU1514.and have an estimated accuracy of +/- 3 meters.
 PU1514
 PU1514.The orthometric height was determined by differential leveling and
 PU1514.adjusted by the NATIONAL GEODETIC SURVEY
 PU1514.in June 1991.
 PU1514
 PU1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1514.GEOID18 height accuracy estimate available here.
 PU1514
 PU1514.Click photographs - Photos may exist for this station.
 PU1514
 PU1514.The dynamic height is computed by dividing the NAVD 88
 PU1514.geopotential number by the normal gravity value computed on the
 PU1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1514.degrees latitude (g = 980.6199 gals.).
 PU1514
 PU1514.The modeled gravity was interpolated from observed gravity values.
 PU1514
 PU1514;                    North         East    Units  Estimated Accuracy
 PU1514;SPC SD S     -   200,048.4     374,197.0     MT  (+/- 3 meters HH1 GPS) 
 PU1514
 PU1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4775184584(NAD 83)
 PU1514
 PU1514                          SUPERSEDED SURVEY CONTROL
 PU1514
 PU1514  NGVD 29 (??/??/92)  972.036  (m)         3189.09   (f) ADJ UNCH    1 2
 PU1514
 PU1514.Superseded values are not recommended for survey control.
 PU1514
 PU1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1514.See file dsdata.pdf to determine how the superseded data were derived.
 PU1514
 PU1514_MARKER: DR = REFERENCE MARK DISK
 PU1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1514_STAMPING: STARLITE NO 1 1950
 PU1514_MARK LOGO: CGS
 PU1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1514+STABILITY: SURFACE MOTION
 PU1514
 PU1514  HISTORY     - Date     Condition        Report By
 PU1514  HISTORY     - 1950     MONUMENTED       CGS
 PU1514  HISTORY     - 1962     GOOD             CGS
 PU1514  HISTORY     - 20120905 MARK NOT FOUND   INDIV
 PU1514
 PU1514                          STATION DESCRIPTION
 PU1514
 PU1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1514'4.1 MI NE FROM RAPID CITY.
 PU1514'ABOUT 4.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1514'RAILWAY FROM THE STATION AT RAPID CITY, ON THE CREST OF A SMALL
 PU1514'HILL BETWEEN OLD U.S. HIGHWAY 16 AND THE RAILROAD, 0.15 MILE
 PU1514'SOUTHWEST OF A ROAD CROSSING, 114 FEET NORTHWEST OF THE NORTHWEST
 PU1514'RAIL, 51 FEET SOUTHEAST OF THE CENTER LINE OF OLD U.S. HIGHWAY
 PU1514'16, 21.2 FEET NORTHEAST OF TRIANGULATION STATION STARLITE 1950,
 PU1514'21 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE
 PU1514'THE LEVEL OF THE OLD HIGHWAY AND 20 FEET ABOVE THE LEVEL OF
 PU1514'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1514'5 INCHES.
 PU1514
 PU1514                          STATION RECOVERY (2012)
 PU1514
 PU1514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1516 ***********************************************************************
 PU1516  DESIGNATION -  STARLITE RM 2
 PU1516  PID         -  PU1516
 PU1516  STATE/COUNTY-  SD/PENNINGTON
 PU1516  COUNTRY     -  US
 PU1516  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1516
 PU1516                         *CURRENT SURVEY CONTROL
 PU1516  ______________________________________________________________________
 PU1516* NAD 83(1986) POSITION- 44 05 58.06   (N) 103 09 14.72   (W)   HD_HELD1
 PU1516* NAVD 88 ORTHO HEIGHT -   972.441 (meters)     3190.42  (feet) ADJUSTED
 PU1516  ______________________________________________________________________
 PU1516  GEOID HEIGHT    -        -16.275 (meters)                     GEOID18
 PU1516  DYNAMIC HEIGHT  -        972.120 (meters)     3189.36  (feet) COMP
 PU1516  MODELED GRAVITY -    980,254.7   (mgal)                       NAVD 88
 PU1516
 PU1516  VERT ORDER      -  FIRST     CLASS II
 PU1516
 PU1516.The horizontal coordinates were determined by differentially corrected
 PU1516.hand held GPS observations or other comparable positioning techniques
 PU1516.and have an estimated accuracy of +/- 3 meters.
 PU1516
 PU1516.The orthometric height was determined by differential leveling and
 PU1516.adjusted by the NATIONAL GEODETIC SURVEY
 PU1516.in June 1991.
 PU1516
 PU1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1516.GEOID18 height accuracy estimate available here.
 PU1516
 PU1516.Click photographs - Photos may exist for this station.
 PU1516
 PU1516.The dynamic height is computed by dividing the NAVD 88
 PU1516.geopotential number by the normal gravity value computed on the
 PU1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1516.degrees latitude (g = 980.6199 gals.).
 PU1516
 PU1516.The modeled gravity was interpolated from observed gravity values.
 PU1516
 PU1516;                    North         East    Units  Estimated Accuracy
 PU1516;SPC SD S     -   200,040.5     374,192.7     MT  (+/- 3 meters HH1 GPS) 
 PU1516
 PU1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4774784576(NAD 83)
 PU1516
 PU1516                          SUPERSEDED SURVEY CONTROL
 PU1516
 PU1516  NGVD 29 (??/??/92)  971.966  (m)         3188.86   (f) ADJ UNCH    1 2
 PU1516
 PU1516.Superseded values are not recommended for survey control.
 PU1516
 PU1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1516.See file dsdata.pdf to determine how the superseded data were derived.
 PU1516
 PU1516_MARKER: DR = REFERENCE MARK DISK
 PU1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1516_STAMPING: STARLITE NO 2 1950
 PU1516_MARK LOGO: CGS
 PU1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1516+STABILITY: SURFACE MOTION
 PU1516
 PU1516  HISTORY     - Date     Condition        Report By
 PU1516  HISTORY     - 1950     MONUMENTED       CGS
 PU1516  HISTORY     - 1962     GOOD             CGS
 PU1516  HISTORY     - 20120905 MARK NOT FOUND   INDIV
 PU1516
 PU1516                          STATION DESCRIPTION
 PU1516
 PU1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1516'4.1 MI NE FROM RAPID CITY.
 PU1516'ABOUT 4.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1516'RAILWAY FROM THE STATION AT RAPID CITY, ON THE CREST OF A SMALL
 PU1516'HILL BETWEEN OLD U.S. HIGHWAY 16 AND THE RAILROAD, 0.15 MILE
 PU1516'SOUTHWEST OF A ROAD CROSSING, 71 1/2 FEET SOUTHEAST OF THE
 PU1516'CENTER LINE OF THE OLD HIGHWAY, 93 FEET NORTHWEST OF THE NORTHWEST
 PU1516'RAIL, 20.8 FEET SOUTHEAST OF TRIANGULATION STATION STARLITE
 PU1516'1950, 29.6 FEET SOUTH OF STARLITE NO 1, 22.3 FEET SOUTHEAST
 PU1516'OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE
 PU1516'OLD HIGHWAY AND 20 FEET ABOVE THE LEVEL OF THE RAILS, AND SET
 PU1516'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1516
 PU1516                          STATION RECOVERY (2012)
 PU1516
 PU1516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1516'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0921 ***********************************************************************
 OR0921  DESIGNATION -  STATE
 OR0921  PID         -  OR0921
 OR0921  STATE/COUNTY-  SD/TRIPP
 OR0921  COUNTRY     -  US
 OR0921  USGS QUAD   -  WINNER NORTH (2017)
 OR0921
 OR0921                         *CURRENT SURVEY CONTROL
 OR0921  ______________________________________________________________________
 OR0921* NAD 83(1996) POSITION- 43 29 37.71534(N) 099 46 16.05181(W)   ADJUSTED
 OR0921* NAVD 88 ORTHO HEIGHT -   704.    (meters)     2310.    (feet) SCALED
 OR0921  ______________________________________________________________________
 OR0921  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 OR0921  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 OR0921  HORZ ORDER      -  FIRST
 OR0921
 OR0921.The horizontal coordinates were established by classical geodetic methods
 OR0921.and adjusted by the National Geodetic Survey in January 1998.
 OR0921
 OR0921.The orthometric height was scaled from a topographic map.
 OR0921
 OR0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0921.GEOID18 height accuracy estimate available here.
 OR0921
 OR0921.Click photographs - Photos may exist for this station.
 OR0921
 OR0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0921
 OR0921. The following values were computed from the NAD 83(1996) position.
 OR0921
 OR0921;                    North         East     Units Scale Factor Converg.
 OR0921;SPC SD S     -   129,072.298   645,469.672   MT  0.99990922   +0 23 16.2
 OR0921;SPC SD S     -   423,464.70  2,117,678.42   sFT  0.99990922   +0 23 16.2
 OR0921;UTM  14      - 4,815,942.693   437,652.406   MT  0.99964781   -0 31 50.8
 OR0921
 OR0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0921!SPC SD S     -   0.99989358  x   0.99990922  =   0.99980281
 OR0921!UTM  14      -   0.99989358  x   0.99964781  =   0.99954143
 OR0921
 OR0921:                Primary Azimuth Mark                     Grid Az
 OR0921:SPC SD S     -  STATE AZ MK                              076 06 44.9
 OR0921:UTM  14      -  STATE AZ MK                              077 01 51.9
 OR0921
 OR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3765215942(NAD 83)
 OR0921
 OR0921|---------------------------------------------------------------------|
 OR0921| PID    Reference Object                     Distance      Geod. Az  |
 OR0921|                                                           dddmmss.s |
 OR0921| CO4623 STATE RM 1                           12.411 METERS 03237     |
 OR0921| CO4622 STATE AZ MK                                        0763001.1 |
 OR0921| CO4624 STATE RM 2                           12.299 METERS 14708     |
 OR0921|---------------------------------------------------------------------|
 OR0921
 OR0921                          SUPERSEDED SURVEY CONTROL
 OR0921
 OR0921  NAD 83(1995)-  43 29 37.71289(N)    099 46 16.05627(W) AD(       ) 1
 OR0921  NAD 83(1986)-  43 29 37.71563(N)    099 46 16.05900(W) AD(       ) 1
 OR0921  NAD 27      -  43 29 37.72200(N)    099 46 14.64300(W) AD(       ) 1
 OR0921
 OR0921.Superseded values are not recommended for survey control.
 OR0921
 OR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0921.See file dsdata.pdf to determine how the superseded data were derived.
 OR0921
 OR0921_MARKER: DS = TRIANGULATION STATION DISK
 OR0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0921_STAMPING: STATE 1936
 OR0921_MARK LOGO: CGS
 OR0921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0921+STABILITY: SURFACE MOTION
 OR0921
 OR0921  HISTORY     - Date     Condition        Report By
 OR0921  HISTORY     - 1936     MONUMENTED       CGS
 OR0921  HISTORY     - 1959     GOOD             CGS
 OR0921  HISTORY     - 1965     GOOD             SDDT
 OR0921  HISTORY     - 19820921 GOOD             NGS
 OR0921
 OR0921                          STATION DESCRIPTION
 OR0921
 OR0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0921'STATION IS ABOUT 36 MILES NORTHWEST OF GREGORY, ON LAND OWNED
 OR0921'BY THE STATE OF SOUTH DAKOTA, ON TOP OF SLIGHT SLOPE ABOUT 0.5
 OR0921'MILE SOUTHWEST OF FARM BUILDINGS.
 OR0921'
 OR0921'REACHED FROM GREGORY, BY GOING NORTH ON STATE HIGHWAY 47 FOR 11.0
 OR0921'MILES, TURN WEST, ON DIXON ROAD, GO 13.0 MILES TO CROSSROADS,
 OR0921'TURN NORTH GO 6.0 MILES, TURN WEST GO 3.0 MILES TO LANE LEADING
 OR0921'NORTH BY WINDMILL, GO NORTH ON LANE FOR 0.4 MILE, HERE TAKE
 OR0921'DOWN FENCE ON WEST SIDE OF LANE, CROSS INTO FIELD AND TAKE DIM
 OR0921'ROAD NORTH AND WEST FOR 2.0 MILES TO FARM BUILDINGS, CONTINUE
 OR0921'WEST ALONG NORTH SIDE OF FIELD (CORN 1936) FOR 0.4 MILE TO
 OR0921'NORTH-SOUTH FENCE, TURN SOUTH ALONG FENCE FOR 0.1 MILE TO TOP
 OR0921'OF SLOPE AND STATION, 25 FEET WEST OF NORTH-SOUTH FENCE, 14
 OR0921'PACES EAST OF WEST EDGE OF SLOPE.  MARK PROJECTS ABOUT 4
 OR0921'INCHES.
 OR0921'
 OR0921'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, IN NORTH-SOUTH
 OR0921'FENCE LINE.  MARK PROJECTS ABOUT 4 INCHES.
 OR0921'
 OR0921'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION, IN NORTH-SOUTH
 OR0921'FENCE LINE.  MARK PROJECTS ABOUT 4 INCHES.
 OR0921'
 OR0921'REFERENCE MARK NO. 1 IS 68.20 FEET SOUTH OF REFERENCE MARK NO. 2,
 OR0921'IN SAME FENCE LINE.
 OR0921'
 OR0921'AZIMUTH MARK IS 0.4 MILE EAST OF STATION, 54 FEET SOUTHEAST OF
 OR0921'SOUTHEAST CORNER OF SMALL BUILDING, 65 FEET SOUTH-SOUTHWEST OF
 OR0921'INTERSECTION OF NORTH-SOUTH AND EAST-WEST FENCES AND 17 FEET
 OR0921'WEST OF NORTH-SOUTH FENCE LINE.
 OR0921'
 OR0921'ALL LIGHTS VISIBLE FROM A 4-FOOT STAND.
 OR0921'
 OR0921'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0921'BRONZE DISKS SET AS DESCRIBED.
 OR0921
 OR0921                          STATION RECOVERY (1959)
 OR0921
 OR0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 OR0921'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DIRECTIONS
 OR0921'AND DISTANCES TO REFERENCE MARKS CHECKED AND FOUND CORRECT.
 OR0921'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  DESCRIPTION ADEQUATE
 OR0921'AND CORRECT EXCEPT FOR THE FOLLOWING.  REFERENCE MARK STAMPED NO.
 OR0921'1 IS DESCRIBED AS NO. 2 AND REFERENCE MARK STAMPED NO. 2 IS
 OR0921'DESCRIBED IN DATA AS NO. 1.
 OR0921'
 OR0921'TO REACH THE STATION FROM THE EAST EDGE OF WINNER, GO 5.7
 OR0921'MILES NORTH TO ROAD ON RIGHT, TURN RIGHT GO 5.0 MILES EAST-
 OR0921'1.0 MILE NORTH- 0.25 MILE EAST TO GATE AND DRIVE ON LEFT, TURN
 OR0921'LEFT GO 0.5 MILE NORTH TO GATE AND DRIVE ON LEFT, TURN LEFT
 OR0921'FOLLOW MAIN TRAVELED ROAD ABOUT 1.7 MILES NORTHWESTERLY, LEAVE
 OR0921'ROAD GO ABOUT 0.7 MILE NORTHWEST ACROSS PASTURE TO POINT WHERE
 OR0921'N/S FENCE CROSSES HIGHEST PART OF PASTURE AND STATION SITE.
 OR0921
 OR0921                          STATION RECOVERY (1965)
 OR0921
 OR0921'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 OR0921'STATE 1936-VERY GOOD.
 OR0921'
 OR0921'R.M. 1-VERY GOOD.
 OR0921'
 OR0921'R.M. 2-VERY GOOD.
 OR0921'
 OR0921'AZIMUTH MARK-VERY GOOD.
 OR0921
 OR0921                          STATION RECOVERY (1982)
 OR0921
 OR0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0921'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OR0921'RECOVERED IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS
 OR0921'TIME.  A NEW ROUTE EXISTS TO THE STATION.  TO REACH THE STATION FROM
 OR0921'THE JUNCTION OF HIGHWAYS 18 AND 44 IN EAST WINNER, GO WEST ON HIGHWAY
 OR0921'18 FOR 0.3 KM (0.20 MI) TO NE COUNTY ROAD.  TURN RIGHT AND GO NORTH ON
 OR0921'NE COUNTY ROAD FOR 9.3 KM (5.75 MI) TO A CROSSROAD.  TURN RIGHT AND
 OR0921'FOLLOW ASPHALT ROAD 8.0 KM (4.95 MI) EAST, 1.6 KM (1.00 MI) NORTH, AND
 OR0921'0.3 KM (0.20 MI) EAST TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 OR0921'GRAVELED ROAD NORTH FOR 0.6 KM (0.35 MI) TO THE IVOR ENGEL FARM YARD
 OR0921'AND A GRAVELED SIDE ROAD LEFT, JUST SOUTH OF THE FARM HOUSE.  TURN
 OR0921'LEFT AND FOLLOW GRAVELED ROAD NORTHWEST FOR 2.4 KM (1.50 MI) TO A
 OR0921'TRACK ROAD LEFT, ABOUT 50 M (164.0 FT) WEST OF THE VOR WINNER ISD.
 OR0921'TURN LEFT AND FOLLOW TRACK ROAD NORTH FOR 0.6 KM (0.35 MI) TO A GATE.
 OR0921'PASS THROUGH GATE AND FOLLOW TRACK ROAD ACROSS PASTURE, NORTHWEST AND
 OR0921'WEST FOR 0.3 KM (0.20 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OR0921'WEST ALONG NORTH SIDE OF A FENCE FOR 0.4 KM (0.25 MI) TO A T FENCE
 OR0921'JUNCTION.  THE STATION IS 120 M (393.7 FT) SOUTH OF THE FENCE JUNCTION
 OR0921'ON THE HIGHEST PART OF THE RIDGE.  THE STATION IS A STANDARD CGS DISK
 OR0921'STAMPED STATE 1936 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 OR0921'WHICH PROJECTS 10 CM (4 INCHES).  IT IS 7.6 M (24.9 FT) WEST OF A
 OR0921'FENCE.  REFERENCE MARK 1 IS A STANDARD CGS DISK STAMPED STATE NO 1
 OR0921'1936 SET INTO THE TOP OF A SQUARE MONUMENT 30 CM (12 INCHES) ON A SIDE
 OR0921'AND PROJECTS 10 CM (4 INCHES) IT IS IN THE FENCE LINE.  REFERENCE MARK
 OR0921'2 IS A STANDARD NGS DISK STAMPED STATE NO 2 1936 SET INTO THE TOP OF A
 OR0921'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON A SIDE AND PROJECTS 10
 OR0921'CM (4 INCHES).  IS IS IN THE FENCE LINE.  THE AZIMUTH MARK IS A
 OR0921'STANDARD NGS DISK STAMPED STATE 1936 SET INTO THE TOP OF A FLAT TOPPED
 OR0921'BEDROCK IN A DRILL HOLE.  IT IS 72 M (236.2 FT) NORTH OF A FENCE, 35 M
 OR0921'(114.8 FT) EAST OF A FENCE, 27 M (88.6 FT) SOUTH OF THE CENTER OF THE
 OR0921'TRACK ROAD, AND 2.7 M (8.9 FT) NORTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0644 ***********************************************************************
 QR0644  DESIGNATION -  STATE
 QR0644  PID         -  QR0644
 QR0644  STATE/COUNTY-  SD/MCPHERSON
 QR0644  COUNTRY     -  US
 QR0644  USGS QUAD   -  FORBES (2018)
 QR0644
 QR0644                         *CURRENT SURVEY CONTROL
 QR0644  ______________________________________________________________________
 QR0644* NAD 83(1996) POSITION- 45 56 20.30827(N) 098 49 34.78197(W)   ADJUSTED
 QR0644* NAVD 88 ORTHO HEIGHT -   486.    (meters)     1594.    (feet) SCALED
 QR0644  ______________________________________________________________________
 QR0644  GEOID HEIGHT    -        -23.988 (meters)                     GEOID18
 QR0644  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 QR0644  HORZ ORDER      -  FIRST
 QR0644
 QR0644.The horizontal coordinates were established by classical geodetic methods
 QR0644.and adjusted by the National Geodetic Survey in January 1998.
 QR0644
 QR0644.The orthometric height was scaled from a topographic map.
 QR0644
 QR0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0644.GEOID18 height accuracy estimate available here.
 QR0644
 QR0644.Click photographs - Photos may exist for this station.
 QR0644
 QR0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0644
 QR0644. The following values were computed from the NAD 83(1996) position.
 QR0644
 QR0644;                    North         East     Units Scale Factor Converg.
 QR0644;SPC SD N     -   234,658.559   691,018.596   MT  1.00005939   +0 49 50.3
 QR0644;SPC SD N     -   769,875.62  2,267,116.84   sFT  1.00005939   +0 49 50.3
 QR0644;UTM  14      - 5,087,281.841   513,462.575   MT  0.99960223   +0 07 29.3
 QR0644
 QR0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0644!SPC SD N     -   0.99992752  x   1.00005939  =   0.99998690
 QR0644!UTM  14      -   0.99992752  x   0.99960223  =   0.99952978
 QR0644
 QR0644:                Primary Azimuth Mark                     Grid Az
 QR0644:SPC SD N     -  GRAND                                    353 28 51.4
 QR0644:UTM  14      -  GRAND                                    354 11 12.4
 QR0644
 QR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1346287281(NAD 83)
 QR0644
 QR0644|---------------------------------------------------------------------|
 QR0644| PID    Reference Object                     Distance      Geod. Az  |
 QR0644|                                                           dddmmss.s |
 QR0644| CO6168 STATE RM 3                           42.800 METERS 00101     |
 QR0644| RQ0673 ELLENDALE MUNICIPAL TANK            APPROX.24.4 KM 0732735.1 |
 QR0644| QR0645 FORBES CHURCH                       APPROX. 3.6 KM 0803823.6 |
 QR0644| CO6166 STATE RM 1                           36.595 METERS 08649     |
 QR0644| CO6165 STATE AZ MK                                        0875204.4 |
 QR0644| CO6167 STATE RM 2                           86.652 METERS 23919     |
 QR0644| RQ0682 GRAND                               APPROX.14.7 KM 3541841.7 |
 QR0644|---------------------------------------------------------------------|
 QR0644
 QR0644                          SUPERSEDED SURVEY CONTROL
 QR0644
 QR0644  NAD 83(1986)-  45 56 20.31752(N)    098 49 34.77093(W) AD(       ) 1
 QR0644  NAD 27      -  45 56 20.41300(N)    098 49 33.39500(W) AD(       ) 1
 QR0644
 QR0644.Superseded values are not recommended for survey control.
 QR0644
 QR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0644.See file dsdata.pdf to determine how the superseded data were derived.
 QR0644
 QR0644_MARKER: DS = TRIANGULATION STATION DISK
 QR0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0644_STAMPING: STATE 1934
 QR0644_MARK LOGO: CGS
 QR0644_PROJECTION: RECESSED 20 CENTIMETERS
 QR0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0644+STABILITY: SURFACE MOTION
 QR0644
 QR0644  HISTORY     - Date     Condition        Report By
 QR0644  HISTORY     - 1934     MONUMENTED       CGS
 QR0644  HISTORY     - 1965     SEE DESCRIPTION  USGS
 QR0644  HISTORY     - 1967     MARK NOT FOUND   CGS
 QR0644  HISTORY     - 1971     GOOD             NGS
 QR0644  HISTORY     - 1974     GOOD             NGS
 QR0644
 QR0644                          STATION DESCRIPTION
 QR0644
 QR0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0644'STATION IS APPROXIMATELY 2 MILES W BY S OF FORBES, NORTH
 QR0644'DAKOTA, IN THE NW 1/4 OF SEC. 5, T 128 N, R 66 W, AT ITS N EDGE
 QR0644'AND ABOUT 0.1 MILE E OF THE W LINE OF THE QUARTER, WACHTER
 QR0644'TOWNSHIP, ON LAND OWNED BY MR. R.G. SAGER.  IT IS LOCATED ON A LOW
 QR0644'RISE APPROXIMATELY 200 FEET E OF N-S ROW OF COTTONWOOD
 QR0644'TREES, 90 FEET SW OF GATE ENTERING FIELD, 44 FEET S OF
 QR0644'CENTER LINE OF STATE LINE ROAD, AND 12 FEET S OF FENCE
 QR0644'LINE.  MARK IS APPROXIMATELY 8 INCHES BELOW THE SURFACE.
 QR0644'
 QR0644'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0644'BRONZE DISKS SET IN CONCRETE.
 QR0644'
 QR0644'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF E-W FENCE
 QR0644'LINE.  36.595 METERS (120.06 FEET) DISTANT FROM STATION.
 QR0644'
 QR0644'REFERENCE MARK NO. 2 IS SE OF THE STATION AT S END OF N-S ROW
 QR0644'OF COTTONWOOD TREES.  *86.651 METERS (284.29 FEET) DISTANT FROM
 QR0644'STATION.
 QR0644'
 QR0644'AZIMUTH MARK IS E OF STATION, 140 FEET N OF CENTER LINE OF STATE
 QR0644'LINE ROAD IN N-S FENCE LINE, AND IS REACHED FROM STATION BY GOING
 QR0644'E ON STATE LINE ROAD FOR 0.85 MILE.
 QR0644'
 QR0644'STATION IS REACHED FROM ELLENDALE POST OFFICE BY GOING S ON U.S.
 QR0644'HIGHWAY 281 FOR 4.4 MILES, TURN RIGHT (W) ON STATE LINE GRAVEL
 QR0644'ROAD AND GO 14.35 MILES TO STATION ON LEFT.
 QR0644'
 QR0644'*DISTANCE IN METERS DOES NOT AGREE.
 QR0644'
 QR0644'HEIGHT OF LIGHT ABOVE STATION - 24 METERS.
 QR0644
 QR0644                          STATION RECOVERY (1965)
 QR0644
 QR0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QR0644'R.M. 1 RECOVERED BUT HAS EVIDENTLY BEEN RESET.  (ARROW DOES
 QR0644'NOT POINT WHERE STATION SHOULD BE.) R.M. 2 COULD NOT BE FOUND.
 QR0644'SINCE STATION IS UNDERGROUND IT MAY STILL BE UNDISTURBED BUT
 QR0644'WE WERE UNABLE TO LOCATE IT FROM PRESENT DESCRIPTION.
 QR0644'
 QR0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STA. IS APPROX.
 QR0644'2 MILES W BY S OF FORBES
 QR0644
 QR0644                          STATION RECOVERY (1967)
 QR0644
 QR0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QR0644'ABOUT 2 HOURS WERE SPENT IN SEARCH FOR THIS STATION BUT IT WAS
 QR0644'NOT RECOVERED.  IT IS PROBABLY STILL IN PLACE AS IT IS AN
 QR0644'UNDERGROUND MARK AND IT IS VERY DIFFICULT TO GET AN ACCURATE
 QR0644'MEASUREMENT FROM THE REFERENCE MARKS.  R.M. NO. 1 IS ON THE ROAD
 QR0644'RIGHT OF WAY AND IT HAS BEEN MOVED AS THE ARROW DOES NOT POINT
 QR0644'TOWARD THE STATION SITE.  THERE IS ALSO A BUILDING ON LINE
 QR0644'BETWEEN THIS MARK AND THE STATION.  THE DISTANCE IN METERS AND
 QR0644'FEET GIVEN FOR R.M. NO. 2 DO NOT AGREE.
 QR0644'
 QR0644'R.M. NO. 1 IS 21 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 QR0644'OF A CONCRETE BLOCK BUILDING AND IS 3 FEET NORTH OF RIGHT OF
 QR0644'WAY FENCE.
 QR0644'
 QR0644'R.M. NO. 2 IS 25 FEET NORTH OF THE SOUTHWEST CORNER OF THE LOT,
 QR0644'10 FEET EAST OF A LARGE WILLOW TREE ON CREEK BANK AND 1.5 FEET
 QR0644'WEST OF WEST LOT FENCE.
 QR0644'
 QR0644'THE AZIMUTH MARK IS ABOUT 160 FEET NORTH OF CENTERLINE OF ROAD, 57
 QR0644'FEET NORTH OF FENCE AND METAL WITNESS POST AND IS IN OPEN PASTURE.
 QR0644'
 QR0644'TO REACH FROM FORBES, FROM THE POST OFFICE, GO SOUTH FOR 0.35
 QR0644'MILE TO T-INTERSECTION AT STATE LINE, TURN RIGHT AND GO WEST
 QR0644'FOR 1.25 MILES TO AZIMUTH ON RIGHT, CONTINUE WEST FOR 0.85 MILE
 QR0644'TO STATION ON LEFT.
 QR0644'
 QR0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 QR0644'SOUTHWEST OF FORBES
 QR0644
 QR0644                          STATION RECOVERY (1971)
 QR0644
 QR0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0644'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 QR0644'WERE FOUND AND APPEARED TO BE IN GOOD CONDITION.  REFERENCE
 QR0644'MARK NO. 1 WAS FOUND, BUT HAD BEEN MOVED, IT WAS GRADED OUT
 QR0644'DURING HIGHWAY IMPROVEMENTS AND THEN RESET AT ROUGHLY ITS
 QR0644'ORIGINAL LOCATION.  THE MONUMENT WAS PULLED UP AT THIS TIME AND
 QR0644'SET IN A NEW LOCATION FOR USE AS REFERENCE MARK NO. 3.  THE
 QR0644'AZIMUTH MARK AND THE INTERSECTION STATION AT FORBES WERE NOT
 QR0644'OBSERVED DUE TO A BUILDING AT THE STATION BEING ON LINE.
 QR0644'
 QR0644'A NEW DESCRIPTION FOLLOWS--
 QR0644'
 QR0644'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST-SOUTHWEST OF
 QR0644'FORBES IN THE NW 1/4 OF SEC. 5, T 128 N, R 66 W, IN A WOODED
 QR0644'YARD AT A VACANT HOUSE ON PROPERTY OWNED BY MRS. BETTY ERENBERG,
 QR0644'AND ADJACENT TO THE FARMSTEAD OWNED BY MR. LORENZ BERTSCH.
 QR0644'
 QR0644'THE STATION MARK IS A STANDARD DISK STAMPED STATE 1934, SET
 QR0644'IN A ROUND CONCRETE MONUMENT 9-INCHES BELOW GROUND SURFACE.
 QR0644'IT IS 290 FEET EAST OF THE CENTER OF TWIN 6-FOOT CONCRETE
 QR0644'CULVERTS BENEATH THE HIGHWAY, 116 FEET NORTHEAST OF THE
 QR0644'NORTHEAST CORNER OF THE HOUSE, 113 FEET EAST OF THE CENTER OF
 QR0644'THE DRIVEWAY TO THE HOUSE, 40 FEET SOUTH OF THE CENTER OF THE
 QR0644'HIGHWAY, 29 FEET NORTHWEST OF THE SOUTHWEST CORNER OF CONCRETE
 QR0644'BLOCK BUILDING, 27 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 QR0644'THE BLOCK BUILDING, AND 7 FEET SOUTH OF THE YARD FENCE AND A
 QR0644'METAL WITNESS POST.
 QR0644'
 QR0644'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED STATE NO 2 1934,
 QR0644'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT
 QR0644'IS 200 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 QR0644'BASEMENT HOUSE ON THE BERTSCH FARMSTEAD, 186 FEET SOUTH OF THE
 QR0644'CENTER OF THE HIGHWAY, 140 FEET WEST-SOUTHWEST OF THE NORTHWEST
 QR0644'CORNER OF THE HOUSE ON THE ERENBERG PROPERTY, 89 FEET
 QR0644'WEST-SOUTHWEST OF A CISTERN PUMP, 10 FEET EAST OF A LARGE
 QR0644'COTTONWOOD TREE, AND 1.5 FEET WEST OF THE NORTH-SOUTH PROPERTY
 QR0644'LINE FENCE AND A METAL WITNESS POST.
 QR0644'
 QR0644'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED STATE 1934
 QR0644'NO 3 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QR0644'10-INCHES.  IT IS 160 FEET NORTHEAST OF THE CENTER OF THE
 QR0644'DRIVEWAY TO HOUSE, 100 FEET NORTH OF CENTER OF HIGHWAY, 1.0 FOOT
 QR0644'SOUTH OF THE NORTH R.O.W. FENCE, AND 2.2 FEET SOUTHWEST OF A
 QR0644'METAL WITNESS POST.
 QR0644'
 QR0644'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED STATE
 QR0644'AZI 1934, SET IN A CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 QR0644'IT IS 205 FEET WEST OF THE EXTENDED CENTER LINE OF A GRADED
 QR0644'ROAD SOUTH, 156 FEET NORTH OF OF THE CENTER OF THE EAST-WEST ROAD,
 QR0644'56 FEET NORTH OF THE NORTH R.O.W. FENCE LINE, IN PASTURE LAND
 QR0644'OWNED BY MR. JOHN T. CASEY.
 QR0644'
 QR0644'TO REACH THE STATION FROM THE POST OFFICE IN FORBES, NORTH
 QR0644'DAKOTA, GO SOUTH ON GRADED ROAD FOR 0.35 MILE TO A T ROAD
 QR0644'JUNCTION AT THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE, TURN
 QR0644'RIGHT AND GO WEST ON THE GRADED ROAD 1.25 MILES TO THE AZIMUTH
 QR0644'MARK ON THE RIGHT, JUST AFTER PASSING A SIDE ROAD TO THE LEFT,
 QR0644'CONTINUE WEST ON THE GRADED STATE LINE ROAD FOR 0.85 MILE TO THE
 QR0644'STATION ON THE LEFT AS DESCRIBED.
 QR0644'
 QR0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST
 QR0644'OF FORBES
 QR0644
 QR0644                          STATION RECOVERY (1974)
 QR0644
 QR0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0644'ALL STATION MARKS, REFERENCE MARKS, AZIMUTH MARK WERE RECOVERED
 QR0644'IN GOOD CONDITION.
 QR0644'
 QR0644'ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0829 ***********************************************************************
 OR0829  DESIGNATION -  STEEL
 OR0829  PID         -  OR0829
 OR0829  STATE/COUNTY-  SD/GREGORY
 OR0829  COUNTRY     -  US
 OR0829  USGS QUAD   -  BONESTEEL (2017)
 OR0829
 OR0829                         *CURRENT SURVEY CONTROL
 OR0829  ______________________________________________________________________
 OR0829* NAD 83(1996) POSITION- 43 06 52.01008(N) 098 58 36.85144(W)   ADJUSTED
 OR0829* NAVD 88 ORTHO HEIGHT -   619.02  (+/-2cm)     2030.9   (feet) VERTCON3
 OR0829  ______________________________________________________________________
 OR0829  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 OR0829  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 OR0829  HORZ ORDER      -  SECOND
 OR0829  VERT ORDER      -  THIRD ? (See Below)
 OR0829
 OR0829.The horizontal coordinates were established by classical geodetic methods
 OR0829.and adjusted by the National Geodetic Survey in January 1998.
 OR0829
 OR0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0829
 OR0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0829.GEOID18 height accuracy estimate available here.
 OR0829
 OR0829.The vertical order pertains to the NGVD 29 superseded value.
 OR0829
 OR0829.Click photographs - Photos may exist for this station.
 OR0829
 OR0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0829
 OR0829. The following values were computed from the NAD 83(1996) position.
 OR0829
 OR0829;                    North         East     Units Scale Factor Converg.
 OR0829;SPC SD S     -    87,676.378   710,388.179   MT  0.99994530   +0 56 08.6
 OR0829;SPC SD S     -   287,651.58  2,330,665.22   sFT  0.99994530   +0 56 08.6
 OR0829;UTM  14      - 4,773,524.354   501,879.086   MT  0.99960004   +0 00 56.8
 OR0829
 OR0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0829!SPC SD S     -   0.99990702  x   0.99994530  =   0.99985232
 OR0829!UTM  14      -   0.99990702  x   0.99960004  =   0.99950709
 OR0829
 OR0829:                Primary Azimuth Mark                     Grid Az
 OR0829:SPC SD S     -  STEEL AZ MK                              120 50 38.4
 OR0829:UTM  14      -  STEEL AZ MK                              121 45 50.2
 OR0829
 OR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0187973524(NAD 83)
 OR0829
 OR0829|---------------------------------------------------------------------|
 OR0829| PID    Reference Object                     Distance      Geod. Az  |
 OR0829|                                                           dddmmss.s |
 OR0829| CO4625 STEEL AZ MK                                        1214647.0 |
 OR0829| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.11.4 KM 1432010.7 |
 OR0829| OR0830 BONESTEEL MUNICIPAL TANK            APPROX. 4.7 KM 1523118.2 |
 OR0829| CO4626 STEEL RM 1                                         25901     |
 OR0829| OR0894 HERRICK MUNICIPAL TANK              APPROX.17.1 KM 2694640.3 |
 OR0829| CO4627 STEEL RM 2                                         35235     |
 OR0829|---------------------------------------------------------------------|
 OR0829
 OR0829                          SUPERSEDED SURVEY CONTROL
 OR0829
 OR0829  NAD 83(1995)-  43 06 52.01022(N)    098 58 36.85187(W) AD(       ) 2
 OR0829  NAD 83(1986)-  43 06 52.01710(N)    098 58 36.86032(W) AD(       ) 2
 OR0829  NAD 27      -  43 06 52.02800(N)    098 58 35.53100(W) AD(       ) 2
 OR0829  NGVD 29             618.70   (m)         2029.9    (f) LEVELING    3  
 OR0829
 OR0829.Superseded values are not recommended for survey control.
 OR0829
 OR0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0829.See file dsdata.pdf to determine how the superseded data were derived.
 OR0829
 OR0829_MARKER: DS = TRIANGULATION STATION DISK
 OR0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0829_STAMPING: STEEL 1948
 OR0829_MARK LOGO: CGS
 OR0829_PROJECTION: FLUSH
 OR0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0829+STABILITY: SURFACE MOTION
 OR0829
 OR0829  HISTORY     - Date     Condition        Report By
 OR0829  HISTORY     - 1948     MONUMENTED       CGS
 OR0829
 OR0829                          STATION DESCRIPTION
 OR0829
 OR0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0829'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF BONESTEEL,
 OR0829'IN THE CORNER OF A PASTURE, 53 FEET WEST OF THE CENTERLINE OF
 OR0829'A ROAD, 28 FEET SOUTHWEST OF A WITNESS POST, 23 FEET WEST
 OR0829'OF THE NORTH AND SOUTH FENCE AND 19 FEET NORTH OF THE EAST AND
 OR0829'WEST FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 OR0829'STAMPED STEEL 1948.
 OR0829'
 OR0829'REFERENCE MARK NO. 1 IS 111.63 FEET (SLOPE) WEST-SOUTHWEST OF
 OR0829'THE STATION AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 OR0829'4 INCHES AND THE DISK IS STAMPED STEEL NO 1 1948.
 OR0829'
 OR0829'REFERENCE MARK NO. 2 IS 75.05 FEET NORTH OF THE STATION, 14 FEET
 OR0829'WEST OF THE FENCE AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 OR0829'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED STEEL NO 2
 OR0829'1948.
 OR0829'
 OR0829'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHEAST OF THE STATION, 60
 OR0829'FEET NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET WEST OF A
 OR0829'FENCE CORNER AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 OR0829'PROJECTS 4 INCHES AND THE DISK IS STAMPED STEEL 1948.
 OR0829'
 OR0829'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 OR0829'18 IN THE NORTH EDGE OF BONESTEEL, GO WEST ON HIGHWAY 18 1.0
 OR0829'MILE TO CROSSROADS, TURN RIGHT (NORTH) 1.9 MILES TO FORKS,
 OR0829'TAKE LEFT FORK 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 OR0829'ON WEST 0.25 MILE TO A FORK, TAKE RIGHT FORK 0.25 MILE TO THE
 OR0829'STATION ON THE LEFT JUST AFTER PASSING FARM HOME.
 OR0829'
 OR0829'A 100 FOOT SIGNAL AT KEHN 1940 IS VISIBLE AT 37 FEET.
 OR0829'
 OR0829'A 47 FOOT SIGNAL AT LUNN 1936 IS V.G.
 OR0829'
 OR0829'A 4 FOOT SIGNAL AT MESSLER 1936 IS VISIBLE AT 64 FEET.
 OR0829'
 OR0829'A 4 FOOT SIGNAL AT WHETSTONE (MO.RC) 1945, MULE AND WHETSTONE
 OR0829'1936 IS V.G.
 OR0829'
 OR0829'NOTE- BONESTEEL WATER TANK V.G BY CLEARING ONE SMALL TREE.
 OR0829'
 OR0829'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0850 ***********************************************************************
 QS0850  DESIGNATION -  STEEL
 QS0850  PID         -  QS0850
 QS0850  STATE/COUNTY-  SD/CORSON
 QS0850  COUNTRY     -  US
 QS0850  USGS QUAD   -  BLACK HORSE SE (2017)
 QS0850
 QS0850                         *CURRENT SURVEY CONTROL
 QS0850  ______________________________________________________________________
 QS0850* NAD 83(1996) POSITION- 45 32 45.91175(N) 101 17 08.53135(W)   ADJUSTED
 QS0850* NAVD 88 ORTHO HEIGHT -   667.    (meters)     2188.    (feet) SCALED
 QS0850  ______________________________________________________________________
 QS0850  GEOID HEIGHT    -        -20.650 (meters)                     GEOID18
 QS0850  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 QS0850  HORZ ORDER      -  THIRD
 QS0850
 QS0850.The horizontal coordinates were established by classical geodetic methods
 QS0850.and adjusted by the National Geodetic Survey in January 1998.
 QS0850
 QS0850.The orthometric height was scaled from a topographic map.
 QS0850
 QS0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0850.GEOID18 height accuracy estimate available here.
 QS0850
 QS0850.Click photographs - Photos may exist for this station.
 QS0850
 QS0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0850
 QS0850. The following values were computed from the NAD 83(1996) position.
 QS0850
 QS0850;                    North         East     Units Scale Factor Converg.
 QS0850;SPC SD N     -   191,127.391   499,600.535   MT  0.99997640   -0 54 35.8
 QS0850;SPC SD N     -   627,057.12  1,639,106.09   sFT  0.99997640   -0 54 35.8
 QS0850;UTM  14      - 5,046,157.762   321,571.907   MT  0.99999143   -1 37 55.2
 QS0850
 QS0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0850!SPC SD N     -   0.99989861  x   0.99997640  =   0.99987501
 QS0850!UTM  14      -   0.99989861  x   0.99999143  =   0.99989004
 QS0850
 QS0850:                Primary Azimuth Mark                     Grid Az
 QS0850:SPC SD N     -  STEEL AZ MK                              181 01 25.9
 QS0850:UTM  14      -  STEEL AZ MK                              181 44 45.3
 QS0850
 QS0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2157146157(NAD 83)
 QS0850
 QS0850|---------------------------------------------------------------------|
 QS0850| PID    Reference Object                     Distance      Geod. Az  |
 QS0850|                                                           dddmmss.s |
 QS0850| CQ9613 STEEL RM 1                           11.922 METERS 09106     |
 QS0850| QS0851 T18N R23E SEC 10 SE COR             111.808 METERS 17724     |
 QS0850| CQ9612 STEEL AZ MK                                        1800650.1 |
 QS0850| CQ9614 STEEL RM 2                           12.656 METERS 18252     |
 QS0850|---------------------------------------------------------------------|
 QS0850
 QS0850                          SUPERSEDED SURVEY CONTROL
 QS0850
 QS0850  NAD 83(1986)-  45 32 45.90331(N)    101 17 08.52835(W) AD(       ) 3
 QS0850  NAD 27      -  45 32 45.93000(N)    101 17 07.00400(W) AD(       ) 3
 QS0850
 QS0850.Superseded values are not recommended for survey control.
 QS0850
 QS0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0850.See file dsdata.pdf to determine how the superseded data were derived.
 QS0850
 QS0850_MARKER: DS = TRIANGULATION STATION DISK
 QS0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0850_STAMPING: STEEL 1952
 QS0850_MARK LOGO: CGS
 QS0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0850+STABILITY: SURFACE MOTION
 QS0850
 QS0850  HISTORY     - Date     Condition        Report By
 QS0850  HISTORY     - 1952     MONUMENTED       CGS
 QS0850
 QS0850                          STATION DESCRIPTION
 QS0850
 QS0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0850'THE STATION IS IN SECTION 4, T 18 N, R 23 E, ABOUT 8 MILES
 QS0850'NORTH OF FIRESTEEL, ON THE RIGHT-OF-WAY OF AN UNIMPROVED
 QS0850'SECTION LINE ROAD, 13 FEET WEST OF THE CENTER OF THE TRACK
 QS0850'ROAD, 6 FEET NORTH-NORTHEAST OF A 4 X 4 INCH WITNESS POST
 QS0850'AND 4 FEET EAST OF A WIRE FENCE.
 QS0850'
 QS0850'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FIRESTEEL,
 QS0850'GO NORTH ON STATE HIGHWAY 8 FOR 0.1 MILE TO A POINT WHERE
 QS0850'THE HIGHWAY TURNS EAST, CONTINUE STRAIGHT AHEAD, NORTH, ON A
 QS0850'GRADED DIRT ROAD FOR 7.4 MILES TO A POINT WHERE THE MAIN ROAD
 QS0850'TURNS RIGHT, EAST, CONTINUE NORTH ON A TRACK ROAD FOR 0.75
 QS0850'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON FOR 0.6
 QS0850'MILE TO THE STATION ON THE LEFT.
 QS0850'
 QS0850'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0850'STEEL 1952.
 QS0850'
 QS0850'REFERENCE MARK 1 IS 27 FEET EAST OF THE CENTER OF THE TRACK
 QS0850'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0850'STEEL NO 1 1952.
 QS0850'
 QS0850'REFERENCE MARK 2 IS 15 FEET WEST OF THE CENTER OF THE TRACK
 QS0850'ROAD AND 2 FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS
 QS0850'4 INCHES AND THE DISK IS STAMPED STEEL NO 2 1952.
 QS0850'
 QS0850'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE TRACK
 QS0850'ROAD, 4 FEET NORTH-NORTHEAST OF A 4 X 4 INCH WITNESS POST AND
 QS0850'2 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 QS0850'DISK IS STAMPED STEEL 1952.
 QS0850'
 QS0850'T 18 N, R 23 E, SEC. 10, SE CORNER IS A STANDARD G.L.O. INDIAN
 QS0850'ALLOTMENT BRONZE CAP RIVETED TO THE TOP OF A 2-INCH ROUND
 QS0850'GALVANIZED IRON PIPE, IT IS 20 FEET EAST OF THE CENTER OF THE
 QS0850'TRACK ROAD.  THE PIPE PROJECTS 15 INCHES.
 QS0850'
 QS0850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1146 ***********************************************************************
 PU1146  DESIGNATION -  STEFFES
 PU1146  PID         -  PU1146
 PU1146  STATE/COUNTY-  SD/MEADE
 PU1146  COUNTRY     -  US
 PU1146  USGS QUAD   -  VOLUNTEER (2017)
 PU1146
 PU1146                         *CURRENT SURVEY CONTROL
 PU1146  ______________________________________________________________________
 PU1146* NAD 83(1986) POSITION- 44 31 14.     (N) 103 11 10.     (W)   SCALED
 PU1146* NAVD 88 ORTHO HEIGHT -   843.318 (meters)     2766.79  (feet) ADJUSTED
 PU1146  ______________________________________________________________________
 PU1146  GEOID HEIGHT    -        -16.837 (meters)                     GEOID18
 PU1146  DYNAMIC HEIGHT  -        843.090 (meters)     2766.04  (feet) COMP
 PU1146  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 PU1146
 PU1146  VERT ORDER      -  SECOND    CLASS 0
 PU1146
 PU1146.The horizontal coordinates were scaled from a map and have
 PU1146.an estimated accuracy of +/- 6 seconds.
 PU1146
 PU1146.The orthometric height was determined by differential leveling and
 PU1146.adjusted by the NATIONAL GEODETIC SURVEY
 PU1146.in June 1991.
 PU1146
 PU1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1146.GEOID18 height accuracy estimate available here.
 PU1146
 PU1146.Click photographs - Photos may exist for this station.
 PU1146
 PU1146.The dynamic height is computed by dividing the NAVD 88
 PU1146.geopotential number by the normal gravity value computed on the
 PU1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1146.degrees latitude (g = 980.6199 gals.).
 PU1146
 PU1146.The modeled gravity was interpolated from observed gravity values.
 PU1146
 PU1146;                    North         East    Units  Estimated Accuracy
 PU1146;SPC SD N     -    81,350.      346,770.      MT  (+/- 180 meters Scaled)
 PU1146
 PU1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK441312(NAD 83)
 PU1146
 PU1146                          SUPERSEDED SURVEY CONTROL
 PU1146
 PU1146  NAD 27      -  44 31 14.09720(N)    103 11 08.17600(W) AD(       ) 3
 PU1146  NGVD 29 (??/??/92)  842.837  (m)         2765.21   (f) ADJ UNCH    2 0
 PU1146  NGVD 29             842.84   (m)         2765.2    (f) LEVELING    3  
 PU1146
 PU1146.Superseded values are not recommended for survey control.
 PU1146
 PU1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1146.See file dsdata.pdf to determine how the superseded data were derived.
 PU1146
 PU1146_MARKER: DS = TRIANGULATION STATION DISK
 PU1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1146_STAMPING: STEFFES 1962
 PU1146_MARK LOGO: CGS
 PU1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1146+STABILITY: SURFACE MOTION
 PU1146
 PU1146  HISTORY     - Date     Condition        Report By
 PU1146  HISTORY     - 1962     MONUMENTED       CGS
 PU1146  HISTORY     - 1962     GOOD             CGS
 PU1146
 PU1146                          STATION DESCRIPTION
 PU1146
 PU1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1146'THE STATION IS LOCATED 16-1/2 MILES NORTHEAST OF STURGIS,
 PU1146'12 MILES SOUTHEAST OF VALE, 1 MILE WEST OF THE BELLE FOURCHE
 PU1146'RIVER, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 PU1146'
 PU1146'TO REACH THE STATION FROM THE SMALL VILLAGE OF BEAR BUTTE,
 PU1146'WHICH IS 12 MILES NORTHEAST OF STURGIS, GO EAST ON STATE
 PU1146'HIGHWAY 34 FOR 5.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 PU1146'GO NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A T-ROAD.  TURN
 PU1146'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD
 PU1146'LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 PU1146'STRAIGHT AHEAD AND GO EAST ON THE GRAVELED ROAD FOR 0.4 MILE
 PU1146'TO THE MARK ON THE LEFT AS DESCRIBED AT A POINT WHERE THE
 PU1146'ROAD TURNS RIGHT.) TURN LEFT AND GO NORTH ON A GRAVELED
 PU1146'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PU1146'
 PU1146'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU1146'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 PU1146'STAMPED STEFFES 1962.  IT IS 42 FEET WEST OF THE CENTER OF A
 PU1146'NORTH-SOUTH GRAVELED ROAD, 6-1/2 FEET WEST-SOUTHWEST OF A
 PU1146'POWER POLE WITH A WITNESS SIGN NAILED ON IT, AND 3 FEET EAST
 PU1146'OF A NORTH-SOUTH FENCE LINE.
 PU1146'
 PU1146'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU1146'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 PU1146'STAMPED STEFFES NO 1 1962.  IT IS 44 FEET WEST OF THE CENTER
 PU1146'OF A NORTH-SOUTH GRAVELED ROAD, 38-1/2 FEET NORTH-NORTHWEST
 PU1146'OF A POWER POLE WITH A WITNESS SIGN NAILED TO IT, AND 1-1/2
 PU1146'FEET EAST OF A NORTH-SOUTH FENCE LINE.
 PU1146'
 PU1146'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU1146'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 PU1146'STAMPED STEFFES NO 2 1962.  IT IS 48 FEET SOUTH-SOUTHWEST
 PU1146'OF A POWER POLE WITH A WITNESS SIGN NAILED TO IT, 44 FEET
 PU1146'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 1-1/2
 PU1146'FEET EAST OF A NORTH-SOUTH FENCE LINE.
 PU1146'
 PU1146'VOLUNTEER AZIMUTH MARK WAS USED FOR THE AZIMUTH MARK TO THIS
 PU1146'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU1146'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 PU1146'VOLUNTEER 1950 RESET 1962.  IT IS 90 FEET NORTH OF THE CENTER
 PU1146'OF A GRAVELED ROAD, 1.8 FEET EAST OF A METAL WITNESS POST
 PU1146'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE ARROW ON
 PU1146'THE MARK POINTS TO STATION VOLUNTEER 1950.
 PU1146
 PU1146                          STATION RECOVERY (1962)
 PU1146
 PU1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1146'3.2 MI NW FROM VOLUNTEER.
 PU1146'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1146'VOLUNTEER, THENCE 1.1 MILES NORTHWEST AND 0.2 MILE NORTH ALONG
 PU1146'ROADS, ON TOP OF A LOW SUMMIT, 42 FEET WEST OF THE CENTER
 PU1146'LINE OF A ROAD, 6 1/2 FEET SOUTHWEST OF A POWER POLE, 41.1
 PU1146'FEET SOUTH OF REFERENCE MARK 1, 44.7 FEET NORTH OF REFERENCE
 PU1146'MARK 2, 3.3 FEET EAST OF A FENCE LINE, AND IN THE TOP OF A
 PU1146'CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1147 ***********************************************************************
 PU1147  DESIGNATION -  STEFFES RM 1
 PU1147  PID         -  PU1147
 PU1147  STATE/COUNTY-  SD/MEADE
 PU1147  COUNTRY     -  US
 PU1147  USGS QUAD   -  VOLUNTEER (2017)
 PU1147
 PU1147                         *CURRENT SURVEY CONTROL
 PU1147  ______________________________________________________________________
 PU1147* NAD 83(1986) POSITION- 44 31 25.     (N) 103 11 10.     (W)   SCALED
 PU1147* NAVD 88 ORTHO HEIGHT -   843.210 (meters)     2766.43  (feet) ADJUSTED
 PU1147  ______________________________________________________________________
 PU1147  GEOID HEIGHT    -        -16.840 (meters)                     GEOID18
 PU1147  DYNAMIC HEIGHT  -        842.984 (meters)     2765.69  (feet) COMP
 PU1147  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 PU1147
 PU1147  VERT ORDER      -  SECOND    CLASS 0
 PU1147
 PU1147.The horizontal coordinates were scaled from a map and have
 PU1147.an estimated accuracy of +/- 6 seconds.
 PU1147
 PU1147.The orthometric height was determined by differential leveling and
 PU1147.adjusted by the NATIONAL GEODETIC SURVEY
 PU1147.in June 1991.
 PU1147
 PU1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1147.GEOID18 height accuracy estimate available here.
 PU1147
 PU1147.Click photographs - Photos may exist for this station.
 PU1147
 PU1147.The dynamic height is computed by dividing the NAVD 88
 PU1147.geopotential number by the normal gravity value computed on the
 PU1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1147.degrees latitude (g = 980.6199 gals.).
 PU1147
 PU1147.The modeled gravity was interpolated from observed gravity values.
 PU1147
 PU1147;                    North         East    Units  Estimated Accuracy
 PU1147;SPC SD N     -    81,690.      346,780.      MT  (+/- 180 meters Scaled)
 PU1147
 PU1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK441316(NAD 83)
 PU1147
 PU1147                          SUPERSEDED SURVEY CONTROL
 PU1147
 PU1147  NGVD 29 (??/??/92)  842.731  (m)         2764.86   (f) ADJ UNCH    2 0
 PU1147
 PU1147.Superseded values are not recommended for survey control.
 PU1147
 PU1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1147.See file dsdata.pdf to determine how the superseded data were derived.
 PU1147
 PU1147_MARKER: DR = REFERENCE MARK DISK
 PU1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1147_STAMPING: STEFFES NO 1 1962
 PU1147_MARK LOGO: CGS
 PU1147_PROJECTION: PROJECTING 3 CENTIMETERS
 PU1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1147+STABILITY: SURFACE MOTION
 PU1147
 PU1147  HISTORY     - Date     Condition        Report By
 PU1147  HISTORY     - 1962     MONUMENTED       CGS
 PU1147
 PU1147                          STATION DESCRIPTION
 PU1147
 PU1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1147'3.2 MI NW FROM VOLUNTEER.
 PU1147'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1147'VOLUNTEER, THENCE 1.1 MILES NORTHWEST AND 0.2 MILE NORTH
 PU1147'ALONG ROADS, ON TOP OF A LOW SUMMIT, 43 1/2 FEET WEST OF THE
 PU1147'CENTER LINE OF THE ROAD, 41.1 FEET NORTH OF THE STATION, 1.3
 PU1147'FEET EAST OF A FENCE AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU1147'0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1145 ***********************************************************************
 PU1145  DESIGNATION -  STEFFES RM 2
 PU1145  PID         -  PU1145
 PU1145  STATE/COUNTY-  SD/MEADE
 PU1145  COUNTRY     -  US
 PU1145  USGS QUAD   -  VOLUNTEER (2017)
 PU1145
 PU1145                         *CURRENT SURVEY CONTROL
 PU1145  ______________________________________________________________________
 PU1145* NAD 83(1986) POSITION- 44 31 25.     (N) 103 11 10.     (W)   SCALED
 PU1145* NAVD 88 ORTHO HEIGHT -   843.274 (meters)     2766.64  (feet) ADJUSTED
 PU1145  ______________________________________________________________________
 PU1145  GEOID HEIGHT    -        -16.840 (meters)                     GEOID18
 PU1145  DYNAMIC HEIGHT  -        843.047 (meters)     2765.90  (feet) COMP
 PU1145  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 PU1145
 PU1145  VERT ORDER      -  SECOND    CLASS 0
 PU1145
 PU1145.The horizontal coordinates were scaled from a map and have
 PU1145.an estimated accuracy of +/- 6 seconds.
 PU1145
 PU1145.The orthometric height was determined by differential leveling and
 PU1145.adjusted by the NATIONAL GEODETIC SURVEY
 PU1145.in June 1991.
 PU1145
 PU1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1145.GEOID18 height accuracy estimate available here.
 PU1145
 PU1145.Click photographs - Photos may exist for this station.
 PU1145
 PU1145.The dynamic height is computed by dividing the NAVD 88
 PU1145.geopotential number by the normal gravity value computed on the
 PU1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1145.degrees latitude (g = 980.6199 gals.).
 PU1145
 PU1145.The modeled gravity was interpolated from observed gravity values.
 PU1145
 PU1145;                    North         East    Units  Estimated Accuracy
 PU1145;SPC SD N     -    81,690.      346,780.      MT  (+/- 180 meters Scaled)
 PU1145
 PU1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK441316(NAD 83)
 PU1145
 PU1145                          SUPERSEDED SURVEY CONTROL
 PU1145
 PU1145  NGVD 29 (??/??/92)  842.794  (m)         2765.07   (f) ADJ UNCH    2 0
 PU1145
 PU1145.Superseded values are not recommended for survey control.
 PU1145
 PU1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1145.See file dsdata.pdf to determine how the superseded data were derived.
 PU1145
 PU1145_MARKER: DR = REFERENCE MARK DISK
 PU1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1145_STAMPING: STEFFES NO 2 1962
 PU1145_MARK LOGO: CGS
 PU1145_PROJECTION: PROJECTING 6 CENTIMETERS
 PU1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1145+STABILITY: SURFACE MOTION
 PU1145
 PU1145  HISTORY     - Date     Condition        Report By
 PU1145  HISTORY     - 1962     MONUMENTED       CGS
 PU1145
 PU1145                          STATION DESCRIPTION
 PU1145
 PU1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1145'3.2 MI NW FROM VOLUNTEER.
 PU1145'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1145'VOLUNTEER, THENCE 1.1 MILES NORTHWEST AND 0.2 MILE NORTH ALONG
 PU1145'ROADS, ON A LOW SUMMIT, 43 FEET WEST OF THE CENTER LINE OF THE
 PU1145'ROAD, 44.7 FEET SOUTH OF THE STATION, ABOUT LEVEL WITH THE ROAD
 PU1145'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0704 ***********************************************************************
 PS0704  DESIGNATION -  STEPHAN
 PS0704  PID         -  PS0704
 PS0704  STATE/COUNTY-  SD/HYDE
 PS0704  COUNTRY     -  US
 PS0704  USGS QUAD   -  CHAPELLE LAKE SE (2017)
 PS0704
 PS0704                         *CURRENT SURVEY CONTROL
 PS0704  ______________________________________________________________________
 PS0704* NAD 83(1996) POSITION- 44 15 39.05622(N) 099 33 51.32615(W)   ADJUSTED
 PS0704* NAVD 88 ORTHO HEIGHT -   616.    (meters)     2021.    (feet) SCALED
 PS0704  ______________________________________________________________________
 PS0704  GEOID HEIGHT    -        -24.095 (meters)                     GEOID18
 PS0704  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 PS0704  HORZ ORDER      -  FIRST
 PS0704
 PS0704.The horizontal coordinates were established by classical geodetic methods
 PS0704.and adjusted by the National Geodetic Survey in January 1998.
 PS0704
 PS0704.The orthometric height was scaled from a topographic map.
 PS0704
 PS0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0704.GEOID18 height accuracy estimate available here.
 PS0704
 PS0704.Click photographs - Photos may exist for this station.
 PS0704
 PS0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0704
 PS0704. The following values were computed from the NAD 83(1996) position.
 PS0704
 PS0704;                    North         East     Units Scale Factor Converg.
 PS0704;SPC SD N     -    47,600.702   634,796.780   MT  1.00003349   +0 18 30.2
 PS0704;SPC SD N     -   156,169.97  2,082,662.44   sFT  1.00003349   +0 18 30.2
 PS0704;SPC SD S     -   214,421.903   661,411.033   MT  0.99996974   +0 31 50.0
 PS0704;SPC SD S     -   703,482.53  2,169,979.36   sFT  0.99996974   +0 31 50.0
 PS0704;UTM  14      - 4,901,000.212   454,959.826   MT  0.99962495   -0 23 37.7
 PS0704
 PS0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0704!SPC SD N     -   0.99990714  x   1.00003349  =   0.99994063
 PS0704!SPC SD S     -   0.99990714  x   0.99996974  =   0.99987689
 PS0704!UTM  14      -   0.99990714  x   0.99962495  =   0.99953213
 PS0704
 PS0704:                Primary Azimuth Mark                     Grid Az
 PS0704:SPC SD N     -  K 314                                    010 04 11.3
 PS0704:SPC SD S     -  K 314                                    009 50 51.5
 PS0704:UTM  14      -  K 314                                    010 46 19.2
 PS0704
 PS0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ5495901000(NAD 83)
 PS0704
 PS0704|---------------------------------------------------------------------|
 PS0704| PID    Reference Object                     Distance      Geod. Az  |
 PS0704|                                                           dddmmss.s |
 PS0704| PS0476 K 314                               496.382 METERS 0102241.5 |
 PS0704| CO6170 STEPHAN RM 1                         25.891 METERS 09738     |
 PS0704| PS0696 STEPHAN IMM CON CATH MSSION TK      APPROX. 8.9 KM 1002226.2 |
 PS0704| CO6171 STEPHAN RM 2                         25.128 METERS 18935     |
 PS0704|---------------------------------------------------------------------|
 PS0704
 PS0704                          SUPERSEDED SURVEY CONTROL
 PS0704
 PS0704  NAD 83(1986)-  44 15 39.05364(N)    099 33 51.33196(W) AD(       ) 1
 PS0704  NAD 27      -  44 15 39.10200(N)    099 33 49.92500(W) AD(       ) 1
 PS0704
 PS0704.Superseded values are not recommended for survey control.
 PS0704
 PS0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0704.See file dsdata.pdf to determine how the superseded data were derived.
 PS0704
 PS0704_MARKER: DS = TRIANGULATION STATION DISK
 PS0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0704_STAMPING: STEPHAN 1948
 PS0704_MARK LOGO: CGS
 PS0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0704+STABILITY: SURFACE MOTION
 PS0704
 PS0704  HISTORY     - Date     Condition        Report By
 PS0704  HISTORY     - 1948     MONUMENTED       CGS
 PS0704  HISTORY     - 1951     GOOD             CGS
 PS0704
 PS0704                          STATION DESCRIPTION
 PS0704
 PS0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0704'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF FT. THOMPSON,
 PS0704'ABOUT 6 MILES WEST-NORTHWEST OF STEPHAN, ABOUT 0.4 MILE SOUTH
 PS0704'OF AN EAST-WEST GRAVELLED ROAD, AND IS ON THE CROW CREEK INDIAN
 PS0704'RESERVATION.  IT IS ON A HIGH, PROMINENT KNOLL, 10 FEET EAST
 PS0704'OF A NORTH-SOUTH FENCE LINE, AND 10 FEET NORTHWEST OF A WITNESS
 PS0704'POST.  THE DISK IS STAMPED STEPHAN 1948 AND PROJECTS 6 INCHES.
 PS0704'
 PS0704'REFERENCE MARK NO. 1 IS 84.94 FEET EAST OF, AND ABOUT 1 FOOT
 PS0704'LOWER THAN THE STATION.  THE DISK IS STAMPED STEPHAN NO 1
 PS0704'1948 AND PROJECTS 6 INCHES.
 PS0704'
 PS0704'REFERENCE MARK NO. 2 IS 82.44 FEET SOUTH OF, AND ABOUT 4 FEET
 PS0704'LOWER THAN THE STATION, AND IS 7.5 FEET EAST OF THE FENCE LINE.
 PS0704'THE DISK IS STAMPED STEPHAN NO 2 1948 AND PROJECTS 6 INCHES.
 PS0704'
 PS0704'BM K 314 1946 (USC AND GS) WAS USED AS THE AZIMUTH MARK.  A
 PS0704'TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM THE STATION AND
 PS0704'THE DISTANCE IS 496.404 METERS OF 1628.62 FEET.  IT IS 36 FEET
 PS0704'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2 FEET SOUTHEAST
 PS0704'OF A T FENCE CORNER, AND 2 FEET WEST OF A WITNESS POST.  IT
 PS0704'IS A STANDARD USC AND GS BENCH MARK DISK, SET IN THE TOP OF
 PS0704'A CONCRETE POST.  IT IS STAMPED K 314 1946 AND PROJECTS 3
 PS0704'INCHES.
 PS0704'
 PS0704'TO REACH THE STATION FROM THE CROSS ROAD 1 MILE EAST OF STEPHAN
 PS0704'(14.85 MILES NORTH OF FT. THOMPSON), GO NORTH ON STATE HIGHWAY
 PS0704'47 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A
 PS0704'GRAVELED ROAD FOR 5.5 MILES TO WIRE GATES ON BOTH SIDES OF
 PS0704'THE ROAD.  TURN LEFT, PASS THRU A GATE, AND GO WEST, ALONG
 PS0704'THE SOUTH SIDE OF A FENCE LINE, FOR 0.5 MILE TO A T FENCE CORNER
 PS0704'AND THE BENCH MARK AS DESCRIBED.  TURN LEFT AND GO SOUTH, ALONG
 PS0704'THE EAST SIDE OF A FENCE LINE FOR 0.4 MILE TO THE TOP OF THE
 PS0704'HILL AND THE STATION.
 PS0704'
 PS0704'A 47 FOOT SIGNAL AT CONVENT IS VISIBLE FROM THE GROUND.
 PS0704'
 PS0704'A 4 FOOT SIGNAL AT DOT IS VISIBLE FROM THE GROUND.
 PS0704'
 PS0704'A 4 FOOT SIGNAL AT BRULE IS VISIBLE FROM THE GROUND.
 PS0704'
 PS0704'A 47 FOOT SIGNAL AT JOE IS VISIBLE FROM THE GROUND.
 PS0704'
 PS0704'A 74 FOOT SIGNAL AT SHOBER IS VISIBLE FROM THE GROUND.
 PS0704'
 PS0704'NOTE--A NEW HIGHWAY IS UNDER CONSTRUCTION, JUST NORTH OF
 PS0704'STEPHAN, AND THIS DESCRIPTION WILL PROBABLY CHANGE IN THE NEAR
 PS0704'FUTURE.
 PS0704'
 PS0704'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PS0704
 PS0704                          STATION RECOVERY (1951)
 PS0704
 PS0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0704'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 PS0704'BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 PS0704'CHECKED EXCEPT THE DIRECTION TO THE AZIMUTH MARK.  TWO
 PS0704'OBSERVATIONS WERE MADE AND THE RESULTS MEANED.  ORIGINAL
 PS0704'DESCRIPTION IS ADEQUATE EXCEPT FOR A NEW TO REACH DUE TO THE
 PS0704'CONSTRUCTION OF A NEW ROAD.
 PS0704'
 PS0704'1951 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 PS0704'
 PS0704'TO REACH FROM THE JUNCTION OF STATE ROUTES 34 AND 47 ABOUT
 PS0704'0.8 MILE NORTHEAST OF THE SMALL VILLAGE OF STEPHAN GO WEST
 PS0704'ON STATE ROUTE 34 FOR 4.0 MILES TO CROSSROADS.  TURN LEFT
 PS0704'AND GO SOUTH ABOUT 100 YARDS TO DIRT CROSSROADS.  TURN RIGHT
 PS0704'AND GO WEST ON LITTLE USED ROAD FOR 1.5 MILES TO WIRE GATE ON
 PS0704'BOTH SIDES OF ROAD.  TURN LEFT, PASSING THROUGH GATE, AND GO
 PS0704'WEST ALONG SOUTH SIDE OF FENCE FOR 0.5 MILE TO FENCE CORNER
 PS0704'AND AZIMUTH MARK AS DESCRIBED.  TURN LEFT AND GO SOUTH ALONG
 PS0704'EAST SIDE OF FENCE FOR 0.4 MILE TO TOP OF HILL AND STATION AS
 PS0704'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0696 ***********************************************************************
 PS0696  DESIGNATION -  STEPHAN IMM CON CATH MSSION TK
 PS0696  PID         -  PS0696
 PS0696  STATE/COUNTY-  SD/HYDE
 PS0696  COUNTRY     -  US
 PS0696  USGS QUAD   -  STEPHAN (2017)
 PS0696
 PS0696                         *CURRENT SURVEY CONTROL
 PS0696  ______________________________________________________________________
 PS0696* NAD 83(1996) POSITION- 44 14 46.68884(N) 099 27 14.82298(W)   ADJUSTED
 PS0696  ______________________________________________________________________
 PS0696  GEOID HEIGHT    -        -24.261 (meters)                     GEOID18
 PS0696  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 PS0696  HORZ ORDER      -  THIRD
 PS0696
 PS0696.The horizontal coordinates were established by classical geodetic methods
 PS0696.and adjusted by the National Geodetic Survey in January 1998.
 PS0696
 PS0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0696.GEOID18 height accuracy estimate available here.
 PS0696
 PS0696.Click photographs - Photos may exist for this station.
 PS0696
 PS0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0696
 PS0696. The following values were computed from the NAD 83(1996) position.
 PS0696
 PS0696;                    North         East     Units Scale Factor Converg.
 PS0696;SPC SD N     -    46,037.639   643,602.909   MT  1.00003699   +0 23 10.8
 PS0696;SPC SD N     -   151,041.82  2,111,553.88   sFT  1.00003699   +0 23 10.8
 PS0696;SPC SD S     -   212,892.947   670,222.540   MT  0.99996692   +0 36 23.5
 PS0696;SPC SD S     -   698,466.28  2,198,888.45   sFT  0.99996692   +0 36 23.5
 PS0696;UTM  14      - 4,899,329.961   463,742.478   MT  0.99961617   -0 19 00.7
 PS0696
 PS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6374299329(NAD 83)
 PS0696
 PS0696                          SUPERSEDED SURVEY CONTROL
 PS0696
 PS0696  NAD 83(1986)-  44 14 46.68604(N)    099 27 14.82866(W) AD(       ) 3
 PS0696  NAD 27      -  44 14 46.73400(N)    099 27 13.44200(W) AD(       ) 3
 PS0696
 PS0696.Superseded values are not recommended for survey control.
 PS0696
 PS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0696.See file dsdata.pdf to determine how the superseded data were derived.
 PS0696
 PS0696_MARKER: 51 = TANK
 PS0696
 PS0696  HISTORY     - Date     Condition        Report By
 PS0696  HISTORY     - 1951     FIRST OBSERVED   CGS
 PS0696
 PS0696                          STATION DESCRIPTION
 PS0696
 PS0696'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1842 ***********************************************************************
 NM1842  DESIGNATION -  STEWART
 NM1842  PID         -  NM1842
 NM1842  STATE/COUNTY-  SD/UNION
 NM1842  COUNTRY     -  US
 NM1842  USGS QUAD   -  ALSEN (2017)
 NM1842
 NM1842                         *CURRENT SURVEY CONTROL
 NM1842  ______________________________________________________________________
 NM1842* NAD 83(1996) POSITION- 42 54 19.33857(N) 096 45 54.23278(W)   ADJUSTED
 NM1842* NAVD 88 ORTHO HEIGHT -   432.9   (meters)     1420.    (feet) VERTCON3
 NM1842  ______________________________________________________________________
 NM1842  GEOID HEIGHT    -        -25.531 (meters)                     GEOID18
 NM1842  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 NM1842  HORZ ORDER      -  FIRST
 NM1842
 NM1842.The horizontal coordinates were established by classical geodetic methods
 NM1842.and adjusted by the National Geodetic Survey in January 1998.
 NM1842
 NM1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1842
 NM1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1842.GEOID18 height accuracy estimate available here.
 NM1842
 NM1842.Click photographs - Photos may exist for this station.
 NM1842
 NM1842.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1842
 NM1842. The following values were computed from the NAD 83(1996) position.
 NM1842
 NM1842;                    North         East     Units Scale Factor Converg.
 NM1842;SPC SD S     -    69,807.718   891,311.805   MT  0.99998372   +2 27 41.7
 NM1842;SPC SD S     -   229,027.49  2,924,245.48   sFT  0.99998372   +2 27 41.7
 NM1842;UTM  14      - 4,752,729.738   682,448.653   MT  1.00000953   +1 31 19.0
 NM1842
 NM1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1842!SPC SD S     -   0.99993612  x   0.99998372  =   0.99991984
 NM1842!UTM  14      -   0.99993612  x   1.00000953  =   0.99994565
 NM1842
 NM1842:                Primary Azimuth Mark                     Grid Az
 NM1842:SPC SD S     -  STEWART AZ MK                            186 05 29.7
 NM1842:UTM  14      -  STEWART AZ MK                            187 01 52.4
 NM1842
 NM1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8244852729(NAD 83)
 NM1842
 NM1842|---------------------------------------------------------------------|
 NM1842| PID    Reference Object                     Distance      Geod. Az  |
 NM1842|                                                           dddmmss.s |
 NM1842| NM1843 CHURCH SPIRE E                      APPROX. 3.8 KM 0025001.1 |
 NM1842| CO4636 STEWART AZ MK                                      1883311.4 |
 NM1842| CO4637 STEWART RM 1                         10.765 METERS 20205     |
 NM1842| NM1846 CHURCH SPIRE D                      APPROX. 7.9 KM 2361925.4 |
 NM1842| CO4638 STEWART RM 2                         10.110 METERS 31239     |
 NM1842|---------------------------------------------------------------------|
 NM1842
 NM1842                          SUPERSEDED SURVEY CONTROL
 NM1842
 NM1842  NAD 83(1995)-  42 54 19.33887(N)    096 45 54.23173(W) AD(       ) 1
 NM1842  NAD 83(1986)-  42 54 19.34232(N)    096 45 54.22285(W) AD(       ) 1
 NM1842  NAD 27      -  42 54 19.35600(N)    096 45 53.07000(W) AD(       ) 1
 NM1842  NGVD 29 (07/19/86)  432.7    (m)         1420.     (f) VERT ANG       
 NM1842
 NM1842.Superseded values are not recommended for survey control.
 NM1842
 NM1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1842.See file dsdata.pdf to determine how the superseded data were derived.
 NM1842
 NM1842_MARKER: DS = TRIANGULATION STATION DISK
 NM1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1842_STAMPING: STEWART 1935
 NM1842_MARK LOGO: CGS
 NM1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1842+STABILITY: SURFACE MOTION
 NM1842
 NM1842  HISTORY     - Date     Condition        Report By
 NM1842  HISTORY     - 1935     MONUMENTED       CGS
 NM1842  HISTORY     - 1949     GOOD             CGS
 NM1842  HISTORY     - 1966     GOOD             CGS
 NM1842
 NM1842                          STATION DESCRIPTION
 NM1842
 NM1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1842'IT IS ABOUT 11 MILES SOUTH AND 5 MILES EAST OF BERESFORD,
 NM1842'AND 8 MILES EAST AND 9.6 MILES NORTH OF VERMILLION, IN THE
 NM1842'NORTHWEST QUARTER SEC. 35, T. 94 N., R. 50 W., ON A PROMINENT
 NM1842'GRASSY KNOLL ON LAND OWNED BY MR. MILLER.
 NM1842'
 NM1842'TO REACH FROM INTERSECTION OF EAST MAIN AND CENTER STREETS
 NM1842'IN VERMILLION, GO EAST ON MAIN STREET 0.6 MILE, THENCE LEFT
 NM1842'(NORTH) 0.45 MILE, THENCE RIGHT (EAST) ON STATE HIGHWAY 50
 NM1842'FOR 9.4 MILES TO U.S. HIGHWAY 77.  TURN LEFT ON U.S. HIGHWAY
 NM1842'77 AND GO 5.0 MILES TO THE SMALL HAMLET SPINK.  CONTINUE
 NM1842'ON U.S. HIGHWAY 77 FOR 2.0 MILES WEST AND 4.0 MILES NORTH,
 NM1842'THENCE RIGHT (EAST) ACROSS AN IRON-TRUSS BRIDGE FOR 1.2 MILES
 NM1842'TO CROSSROADS.  TURN RIGHT SOUTH FOR 0.3 MILE TO TOP OF
 NM1842'SECOND RIDGE.  MARK IS ABOUT 250 FEET EAST-SOUTHEAST FROM
 NM1842'EDGE OF CUT IN ROAD AT HIGHEST POINT OF RIDGE, AND PROJECTS
 NM1842'6 INCHES.
 NM1842'
 NM1842'REFERENCE MARK NO. 1 IS NORTH OF STATION, 230 FEET EAST-SOUTHEAST
 NM1842'OF HIGHEST POINT OF RIDGE AND CUT IN ROAD.
 NM1842'
 NM1842'REFERENCE MARK NO. 2 IS AT NORTH EDGE OF RIDGE, 225 FEET
 NM1842'EAST-SOUTHEAST OF HIGHEST POINT OF RIDGE AND CUT IN ROAD
 NM1842'
 NM1842'AZIMUTH MARK IS REACHED FROM ROAD JUST WEST OF THE STATION
 NM1842'BY GOING 0.35 MILE SOUTH TO TOP OF HILL AND MARK ON RIGHT
 NM1842'(WEST).  MARK IS 30 FEET WEST OF CENTERLINE OF ROAD, 1 FOOT
 NM1842'EAST OF NORTH-SOUTH FENCE LINE, AND PROJECTS 8 INCHES.
 NM1842'
 NM1842'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1842
 NM1842                          STATION RECOVERY (1949)
 NM1842
 NM1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1842'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE
 NM1842'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR
 NM1842'THE FOLLOWING CHANGES.
 NM1842'
 NM1842'THE STATION IS 0.5 MILE EAST OF BERESFORD INSTEAD OF 5 MILES.
 NM1842'REFERENCE MARK NO. 1 IS SOUTH SOUTHWEST OF THE STATION AND
 NM1842'REFERENCE MARK NO. 2 NORTHWEST OF THE STATION.
 NM1842
 NM1842                          STATION RECOVERY (1966)
 NM1842
 NM1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1842'STATION IS LOCATED 12-1/2 MILES SOUTH AND 0.5 MILE EAST OF BERESFORD,
 NM1842'NOT AS DESCRIBED IN PREVIOUS DESCRIPTIONS.  ALL MARKS WERE RECOVERED
 NM1842'IN GOOD CONDITION.  MEASUREMENTS TO MARKS WERE DONE HORIZONTALLY AT
 NM1842'THIS TIME AND A DIFFERENCE WAS NOTED TO BOTH REFERENCE MARKS.  A
 NM1842'NEW TO REACH, AND DESCRIPTION OF MARKS FOLLOWS.
 NM1842'
 NM1842'TO REACH FROM THE JUNCTION OF INTERSTATE ROUTE 29 AND STATE ROUTE 50,
 NM1842'WHICH IS 7 MILES EAST OF VERMILLION, GO EAST ON ROUTE 50 FOR 0.2
 NM1842'MILE TO JUNCTION OF UNION COUNTY ROUTE 1-C.  TURN LEFT AND GO NORTH
 NM1842'ON ROUTE 1-C FOR 4.4 MILES TO JUNCTION OF STATE ROUTE 48.
 NM1842'CONTINUE NORTH ON ROUTE 1-C FOR 3.95 MILES TO A SIDE ROAD RIGHT, JUST
 NM1842'BEFORE CROSSING A CONCRETE BRIDGE.  TURN RIGHT AND GO EAST
 NM1842'ON GRAVELLED ROAD, CROSSING AN IRON-TRUSS BRIDGE, FOR 1.2 MILES TO A
 NM1842'CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 0.4 MILE
 NM1842'TO GATE INTO PASTURE ON LEFT.  TURN LEFT THROUGH GATE, AND GO
 NM1842'NORTHEAST ACROSS PASTURE TO HIGHEST POINT OF HILL AND STATION AS
 NM1842'DESCRIBED.
 NM1842'
 NM1842'AZIMUTH MARK IS REACHED FROM GATE INTO PASTURE BY GOING SOUTH ON THE
 NM1842'GRADED ROAD FOR 0.1 MILE TO TOP OF HILL AND MARK ON THE RIGHT, WEST,
 NM1842'SIDE OF THE ROAD AS DESCRIBED.
 NM1842'
 NM1842'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 NM1842'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS STAMPED
 NM1842'STEWART 1935.  IT IS 220 FEET EAST OF CENTER OF A GRADED ROAD, 191
 NM1842'FEET EAST OF A FENCELINE AND 207-1/2 FEET SOUTH OF A 6 INCH ASH
 NM1842'TREE.
 NM1842'
 NM1842'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 NM1842'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 NM1842'STAMPED STEWART NO 1 1935.  IT IS 215 FEET EAST OF CENTER OF THE
 NM1842'GRADED ROAD AND 186 FEET EAST OF THE FENCELINE.
 NM1842'
 NM1842'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 NM1842'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 NM1842'STAMPED STEWART NO 2 1935.  IT IS 214 FEET SOUTH OF THE 6 INCH ASH
 NM1842'TREE, 196 FEET EAST OF CENTER OF THE GRADED ROAD AND 168 FEET EAST
 NM1842'OF THE FENCELINE.
 NM1842'
 NM1842'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 NM1842'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 NM1842'STEWART 1935.  IT IS 32 FEET WEST OF CENTER OF THE GRADED ROAD, 28.5
 NM1842'FEET NORTH OF SOUTH END OF A FENCELINE, 2.0 FEET WEST-NORTHWEST
 NM1842'OF A METAL WITNESS POST AND 0.3 FOOT WEST OF THE FENCELINE.
 NM1842'
 NM1842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTHEAST
 NM1842'OF VERMILLION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8014 ***********************************************************************
 AC8014  CBN         -  This is a Cooperative Base Network Control Station.
 AC8014  DESIGNATION -  STIN
 AC8014  PID         -  AC8014
 AC8014  STATE/COUNTY-  SD/MARSHALL
 AC8014  COUNTRY     -  US
 AC8014  USGS QUAD   -  TWOMILE LAKE (2017)
 AC8014
 AC8014                         *CURRENT SURVEY CONTROL
 AC8014  ______________________________________________________________________
 AC8014* NAD 83(2011) POSITION- 45 44 48.05315(N) 097 30 37.02523(W)   ADJUSTED
 AC8014* NAD 83(2011) ELLIP HT-   531.269 (meters)        (06/27/12)   ADJUSTED
 AC8014* NAD 83(2011) EPOCH   -  2010.00
 AC8014* NAVD 88 ORTHO HEIGHT -   556.4   (meters)     1825.    (feet) GPS OBS
 AC8014  ______________________________________________________________________
 AC8014  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8014  GEOID HEIGHT    -        -25.050 (meters)                     GEOID96
 AC8014  GEOID HEIGHT    -        -25.164 (meters)                     GEOID18
 AC8014  NAD 83(2011) X  -   -582,796.942 (meters)                     COMP
 AC8014  NAD 83(2011) Y  - -4,420,650.257 (meters)                     COMP
 AC8014  NAD 83(2011) Z  -  4,546,024.512 (meters)                     COMP
 AC8014  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 AC8014
 AC8014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8014  Standards:
 AC8014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8014  -------------------------------------------------------------------
 AC8014  NETWORK    0.88   2.55           0.40   0.31   1.30     -0.07019921
 AC8014  -------------------------------------------------------------------
 AC8014  Click here for local accuracies and other accuracy information.
 AC8014
 AC8014.The horizontal coordinates were established by GPS observations
 AC8014.and adjusted by the National Geodetic Survey in June 2012.
 AC8014
 AC8014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8014.been affixed to the stable North American tectonic plate. See 
 AC8014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8014
 AC8014.The horizontal coordinates are valid at the epoch date displayed above
 AC8014.which is a decimal equivalence of Year/Month/Day.
 AC8014
 AC8014.The orthometric height was determined by GPS observations and a
 AC8014.high-resolution geoid model.
 AC8014
 AC8014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8014.GEOID18 height accuracy estimate available here.
 AC8014
 AC8014.Click photographs - Photos may exist for this station.
 AC8014
 AC8014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8014
 AC8014.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8014
 AC8014.The ellipsoidal height was determined by GPS observations
 AC8014.and is referenced to NAD 83.
 AC8014
 AC8014. The following values were computed from the NAD 83(2011) position.
 AC8014
 AC8014;                    North         East     Units Scale Factor Converg.
 AC8014;SPC SD N     -   215,603.906   793,711.724   MT  1.00001284   +1 45 43.4
 AC8014;SPC SD N     -   707,360.48  2,604,035.88   sFT  1.00001284   +1 45 43.4
 AC8014;UTM  14      - 5,066,981.805   615,877.046   MT  0.99976508   +1 04 01.7
 AC8014
 AC8014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8014!SPC SD N     -   0.99991672  x   1.00001284  =   0.99992956
 AC8014!UTM  14      -   0.99991672  x   0.99976508  =   0.99968182
 AC8014
 AC8014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1587766981(NAD 83)
 AC8014
 AC8014                          SUPERSEDED SURVEY CONTROL
 AC8014
 AC8014  NAD 83(2007)-  45 44 48.05307(N)    097 30 37.02611(W) AD(2002.00) 0
 AC8014  ELLIP H (02/10/07)  531.298  (m)                       GP(2002.00)    
 AC8014  ELLIP H (04/15/04)  531.328  (m)                       GP(       ) 2 1
 AC8014  NAD 83(1996)-  45 44 48.05243(N)    097 30 37.02561(W) AD(       ) B
 AC8014  ELLIP H (04/18/97)  531.331  (m)                       GP(       ) 4 1
 AC8014
 AC8014.Superseded values are not recommended for survey control.
 AC8014
 AC8014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8014.See file dsdata.pdf to determine how the superseded data were derived.
 AC8014
 AC8014_MARKER: I = METAL ROD
 AC8014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8014_STAMPING: STIN 1992
 AC8014_MARK LOGO: NGS
 AC8014_PROJECTION: FLUSH
 AC8014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8014+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AC8014_ROD/PIPE-DEPTH: 6.7 meters
 AC8014_SLEEVE-DEPTH  : 1.0 meters
 AC8014
 AC8014  HISTORY     - Date     Condition        Report By
 AC8014  HISTORY     - 1992     MONUMENTED       NGS
 AC8014  HISTORY     - 19960711 GOOD             NGS
 AC8014  HISTORY     - 20230913 MARK NOT FOUND   SDDT
 AC8014
 AC8014                          STATION DESCRIPTION
 AC8014
 AC8014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AC8014'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF BRITTON AND 5.0
 AC8014'MI (8.0 KM) WEST OF LAKE CITY, ON STATE HIGHWAY 10.  OWNERSHIP--THE
 AC8014'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 AC8014'STATE HIGHWAYS 10 AND 25 SOUTH ON THE EAST SIDE OF LAKE CITY, GO WEST
 AC8014'ON STATE HIGHWAY 10 FOR 5.3 MILES (8.5 KM) TO THE STATION ON THE LEFT
 AC8014'AT MILEPOST 334.  THE STATION IS LOCATED 27.2 M (89.2 FT)
 AC8014'EAST-SOUTHEAST OF MILEPOST 334, 17.9 M (58.7 FT) WEST-SOUTHWEST OF THE
 AC8014'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 13.6 M (44.6 FT) SOUTH OF
 AC8014'THE HIGHWAY CENTERLINE, 4.0 M (13.1 FT) WEST OF THE CENTER OF A FIELD
 AC8014'ENTRANCE ROAD, 1.2 M (3.9 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 AC8014'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AC8014'IS THROUGH A 5-INCH LOGO CAP.
 AC8014
 AC8014                          STATION RECOVERY (2023)
 AC8014
 AC8014'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AC8014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0482 ***********************************************************************
 OR0482  DESIGNATION -  STONE
 OR0482  PID         -  OR0482
 OR0482  STATE/COUNTY-  SD/BRULE
 OR0482  COUNTRY     -  US
 OR0482  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0482
 OR0482                         *CURRENT SURVEY CONTROL
 OR0482  ______________________________________________________________________
 OR0482* NAD 83(1986) POSITION- 43 47 27.     (N) 099 19 15.     (W)   SCALED
 OR0482* NAVD 88 ORTHO HEIGHT -   531.884 (meters)     1745.02  (feet) ADJUSTED
 OR0482  ______________________________________________________________________
 OR0482  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 OR0482  DYNAMIC HEIGHT  -        531.742 (meters)     1744.56  (feet) COMP
 OR0482  MODELED GRAVITY -    980,336.1   (mgal)                       NAVD 88
 OR0482
 OR0482  VERT ORDER      -  SECOND    CLASS 0
 OR0482
 OR0482.This mark is at Chamberlain Airport (9V9)
 OR0482
 OR0482.The horizontal coordinates were scaled from a map and have
 OR0482.an estimated accuracy of +/- 6 seconds.
 OR0482
 OR0482.The orthometric height was determined by differential leveling and
 OR0482.adjusted by the NATIONAL GEODETIC SURVEY
 OR0482.in June 1991.
 OR0482
 OR0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0482.GEOID18 height accuracy estimate available here.
 OR0482
 OR0482.Click photographs - Photos may exist for this station.
 OR0482
 OR0482.The dynamic height is computed by dividing the NAVD 88
 OR0482.geopotential number by the normal gravity value computed on the
 OR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0482.degrees latitude (g = 980.6199 gals.).
 OR0482
 OR0482.The modeled gravity was interpolated from observed gravity values.
 OR0482
 OR0482;                    North         East    Units  Estimated Accuracy
 OR0482;SPC SD S     -   162,410.      681,480.      MT  (+/- 180 meters Scaled)
 OR0482
 OR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP741486(NAD 83)
 OR0482
 OR0482                          SUPERSEDED SURVEY CONTROL
 OR0482
 OR0482  NGVD 29 (??/??/92)  531.54   (m)         1743.9    (f) COMPUTED    2 0
 OR0482
 OR0482.Superseded values are not recommended for survey control.
 OR0482
 OR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0482.See file dsdata.pdf to determine how the superseded data were derived.
 OR0482
 OR0482_MARKER: P = PIPE CAP
 OR0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0482_STAMPING: US MISSOURI RIVER COMMISSION BM
 OR0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0482
 OR0482  HISTORY     - Date     Condition        Report By
 OR0482  HISTORY     - UNK      MONUMENTED       MORC
 OR0482  HISTORY     - 1949     GOOD             CGS
 OR0482  HISTORY     - 19960509 MARK NOT FOUND   NGS
 OR0482
 OR0482                          STATION DESCRIPTION
 OR0482
 OR0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0482'T FROM AT CHAMBERLAIN MUNICIPAL AIRPOR.
 OR0482'AT CHAMBERLAIN MUNICIPAL AIRPORT, BRULE COUNTY, 0.4 MILE SOUTHWEST
 OR0482'OF THE EAST ENTRANCE, ON THE CREST OF A SMALL KNOLL, 0.2 MILE
 OR0482'NORTH OF AN EAST-AND-WEST GRAVEL ROAD, 170 YARDS (PACED) EAST
 OR0482'OF A NORTH-AND-SOUTH FENCE LINE, 65 YARDS (PACED) WEST OF THE
 OR0482'CENTER LINE OF THE NORTH-AND-SOUTH RUNWAY, AND 1 FOOT NORTH OF
 OR0482'A WHITE WOODEN WITNESS POST.  A BURIED STONE, ACCESS TO WHICH IS
 OR0482'HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP INSCRIBED U.S.
 OR0482'MISSOURI RIVER COMMISSION BM AND PROJECTING 0.4 FOOT ABOVE GROUND.
 OR0482
 OR0482                          STATION RECOVERY (1996)
 OR0482
 OR0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR0482'SEARCHED FOR NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0802 ***********************************************************************
 PU0802  DESIGNATION -  STONE
 PU0802  PID         -  PU0802
 PU0802  STATE/COUNTY-  SD/MEADE
 PU0802  COUNTRY     -  US
 PU0802  USGS QUAD   -  BIG DRAW (2017)
 PU0802
 PU0802                         *CURRENT SURVEY CONTROL
 PU0802  ______________________________________________________________________
 PU0802* NAD 83(1996) POSITION- 44 47 30.21202(N) 102 39 45.90792(W)   ADJUSTED
 PU0802* NAVD 88 ORTHO HEIGHT -   866.728 (meters)     2843.59  (feet) ADJUSTED
 PU0802  ______________________________________________________________________
 PU0802  GEOID HEIGHT    -        -17.996 (meters)                     GEOID18
 PU0802  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 PU0802  DYNAMIC HEIGHT  -        866.535 (meters)     2842.96  (feet) COMP
 PU0802  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 PU0802
 PU0802  HORZ ORDER      -  SECOND
 PU0802  VERT ORDER      -  SECOND    CLASS 0
 PU0802
 PU0802.The horizontal coordinates were established by classical geodetic methods
 PU0802.and adjusted by the National Geodetic Survey in January 1998.
 PU0802
 PU0802.The orthometric height was determined by differential leveling and
 PU0802.adjusted by the NATIONAL GEODETIC SURVEY
 PU0802.in June 1991.
 PU0802
 PU0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0802.GEOID18 height accuracy estimate available here.
 PU0802
 PU0802.Click photographs - Photos may exist for this station.
 PU0802
 PU0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0802
 PU0802.The dynamic height is computed by dividing the NAVD 88
 PU0802.geopotential number by the normal gravity value computed on the
 PU0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0802.degrees latitude (g = 980.6199 gals.).
 PU0802
 PU0802.The modeled gravity was interpolated from observed gravity values.
 PU0802
 PU0802. The following values were computed from the NAD 83(1996) position.
 PU0802
 PU0802;                    North         East     Units Scale Factor Converg.
 PU0802;SPC SD N     -   109,963.232   389,339.863   MT  0.99994931   -1 53 04.3
 PU0802;SPC SD N     -   360,771.04  1,277,359.20   sFT  0.99994931   -1 53 04.3
 PU0802;UTM  13      - 4,962,471.582   684,877.470   MT  1.00002032   +1 38 49.7
 PU0802
 PU0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0802!SPC SD N     -   0.99986694  x   0.99994931  =   0.99981626
 PU0802!UTM  13      -   0.99986694  x   1.00002032  =   0.99988726
 PU0802
 PU0802:                Primary Azimuth Mark                     Grid Az
 PU0802:SPC SD N     -  STONE AZ MK                              179 37 33.0
 PU0802:UTM  13      -  STONE AZ MK                              176 05 39.0
 PU0802
 PU0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8487762471(NAD 83)
 PU0802
 PU0802|---------------------------------------------------------------------|
 PU0802| PID    Reference Object                     Distance      Geod. Az  |
 PU0802|                                                           dddmmss.s |
 PU0802| PU0804 STONE AZ MK                                        1774428.7 |
 PU0802| PU0801 STONE RM 1                            8.744 METERS 19205     |
 PU0802| PU0803 STONE RM 2                            9.510 METERS 27951     |
 PU0802|---------------------------------------------------------------------|
 PU0802
 PU0802                          SUPERSEDED SURVEY CONTROL
 PU0802
 PU0802  NAD 83(1993)-  44 47 30.20429(N)    102 39 45.90737(W) AD(       ) 2
 PU0802  NAD 83(1986)-  44 47 30.20368(N)    102 39 45.90709(W) AD(       ) 2
 PU0802  NAD 27      -  44 47 30.24430(N)    102 39 44.30480(W) AD(       ) 2
 PU0802  NGVD 29 (??/??/92)  866.270  (m)         2842.09   (f) ADJ UNCH    2 0
 PU0802  NGVD 29             866.27   (m)         2842.1    (f) LEVELING    3  
 PU0802
 PU0802.Superseded values are not recommended for survey control.
 PU0802
 PU0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0802.See file dsdata.pdf to determine how the superseded data were derived.
 PU0802
 PU0802_MARKER: DS = TRIANGULATION STATION DISK
 PU0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0802_STAMPING: STONE 1951
 PU0802_MARK LOGO: CGS
 PU0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0802+STABILITY: SURFACE MOTION
 PU0802
 PU0802  HISTORY     - Date     Condition        Report By
 PU0802  HISTORY     - 1951     MONUMENTED       CGS
 PU0802  HISTORY     - 1962     GOOD             CGS
 PU0802  HISTORY     - 1962     GOOD             CGS
 PU0802
 PU0802                          STATION DESCRIPTION
 PU0802
 PU0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0802'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF STONEVILLE, ON
 PU0802'THE HIGHEST POINT OF A LOW HILL, IN THE SOUTHEAST 1/4 OF SECTION
 PU0802'28, T 10 N, R 12 E, 0.1 MILE EAST OF A GRADED DIRT ROAD, 11
 PU0802'FEET SOUTH OF A WIRE FENCE AND A LOW TELEPHONE POLE, AND 10 FEET
 PU0802'SOUTH OF A WITNESS POST.
 PU0802'
 PU0802'TO REACH THE STATION FROM THE ENTER OF THE VILLAGE OF STONEVILLE,
 PU0802'GO NORTH ON A GRADED DIRT ROAD FOR 3.8 MILES TO THE AZIMUTH MARK
 PU0802'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.35 MILE.  THEN
 PU0802'RIGHT, EAST, (ALONG THE SOUTH SIDE OF A WIRE FENCE) FOR 0.1 MILE
 PU0802'TO THE STATION AS DESCRIBED.
 PU0802'
 PU0802'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU0802'STONE 1951.
 PU0802'
 PU0802'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, AND 40
 PU0802'FEET SOUTH OF THE WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE DISK
 PU0802'IS STAMPED STONE NO 1 1951.
 PU0802'
 PU0802'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE WITNESS POST, AND 2
 PU0802'FEET SOUTH OF THE WIRE FENCE.  IT PROJECTS 5 INCHES, AND THE DISK
 PU0802'IS STAMPED STONE NO 2 1951.
 PU0802'
 PU0802'THE AZIMUTH MARK IS ON THE NORTHWEST SLOPE OF A LOW HILL, AND
 PU0802'36 FEET EAST OF THE CENTER OF THE GRADED DIRT ROAD.  IT PROJECTS
 PU0802'6 INCHES, AND THE DISK IS STAMPED STONE 1951.
 PU0802'
 PU0802'THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU0802'CYLINDERS.
 PU0802
 PU0802                          STATION RECOVERY (1962)
 PU0802
 PU0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0802'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 PU0802'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 PU0802'CONDITION.  THE HORIZONTAL MEASUREMENT TO REFERENCE MARK NO. 1
 PU0802'WAS FOUND IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 PU0802'
 PU0802'THE STATION IS LOCATED 7-1/2 MILES NORTHWEST OF RED OWL, 7 MILES
 PU0802'NORTHEAST OF FAIRPOINT, 4 MILES NORTH OF STONEVILLE, IN THE SE
 PU0802'1/4 OF SECTION 28, T. 10 N., R. 12 E., ON THE HIGHEST POINT OF A
 PU0802'LOW GRASS COVERED KNOLL ON PROPERTY OWNED BY MR. PAUL YOUNG.
 PU0802'
 PU0802'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT STONEVILLE,
 PU0802'GO NORTH ON A GRAVELED ROAD FOR 4.0 MILES TO THE AZIMUTH MARK ON
 PU0802'THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON
 PU0802'THE GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT AND A SIGN
 PU0802'FRED YOUNG AND SON.  TURN RIGHT CROSSING A CATTLE GUARD, THEN
 PU0802'TURN RIGHT AND GO EAST ACROSS AN OPEN PASTURE FOR 0.1 MILE TO
 PU0802'THE HIGHEST POINT OF THE KNOLL AND THE STATION AS DESCRIBED.
 PU0802'
 PU0802'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0802'CONCRETE CYLINDER WHICH PROJECTS 10 INCHES AND IS STAMPED STONE
 PU0802'1951.  IT IS 45 FEET NORTH OF A LOW TELEPHONE POLE AND EAST-WEST
 PU0802'FENCE LINE AND 10.2 FEET SOUTH OF A 4 X 4 WHITE WITNESS POST.
 PU0802'
 PU0802'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU0802'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 PU0802'STONE NO 1 1951.  IT IS 16.5 FEET NORTH OF AN EAST-WEST FENCE
 PU0802'LINE.
 PU0802'
 PU0802'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU0802'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS STAMPED
 PU0802'STONE NO 2 1951.  IT IS 50 FEET NORTH OF AN EAST-WEST FENCE LINE
 PU0802'AND 30.5 FEET WEST OF A 4 X 4 WHITE WITNESS POST.
 PU0802'
 PU0802'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0802'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED STONE
 PU0802'1951.  IT IS 77 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 PU0802'GRAVELED ROAD, 39-1/2 FEET SOUTHWEST OF A POWER POLE, 5-1/2 FEET
 PU0802'WEST OF A NORTH-SOUTH FENCE LINE AND 0.8 FEET EAST OF A METAL
 PU0802'WITNESS POST.
 PU0802
 PU0802                          STATION RECOVERY (1962)
 PU0802
 PU0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0802'4.4 MI N FROM STONEVILLE.
 PU0802'4.35 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0802'STONEVILLE, THENCE 0.1 MILE EAST ACROSS COUNTRY, 0.1 MILE EAST
 PU0802'OF THE JUNCTION OF THE GRAVELED ROAD AND A GRADED ROAD NORTHEAST
 PU0802'TO FRED YOUNG AND SON RANCH, 116 YARDS EAST-SOUTHEAST OF A
 PU0802'POWER POLE, 45.0 FEET NORTH OF A FENCE, 31.2 FEET EAST-SOUTHEAST
 PU0802'OF R.M. 2, 28.7 FEET NORTH-NORTHEAST OF R.M. 1, 12.0 FEET SOUTH
 PU0802'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PU0802'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0847 ***********************************************************************
 PR0847  DESIGNATION -  STONE
 PR0847  PID         -  PR0847
 PR0847  STATE/COUNTY-  SD/HAMLIN
 PR0847  COUNTRY     -  US
 PR0847  USGS QUAD   -  LAKE POINSETT (2017)
 PR0847
 PR0847                         *CURRENT SURVEY CONTROL
 PR0847  ______________________________________________________________________
 PR0847* NAD 83(1996) POSITION- 44 36 05.59792(N) 097 00 32.25961(W)   ADJUSTED
 PR0847* NAVD 88 ORTHO HEIGHT -   519.    (meters)     1703.    (feet) SCALED
 PR0847  ______________________________________________________________________
 PR0847  GEOID HEIGHT    -        -24.932 (meters)                     GEOID18
 PR0847  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 PR0847  HORZ ORDER      -  SECOND
 PR0847
 PR0847.The horizontal coordinates were established by classical geodetic methods
 PR0847.and adjusted by the National Geodetic Survey in January 1998.
 PR0847
 PR0847.The orthometric height was scaled from a topographic map.
 PR0847
 PR0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0847.GEOID18 height accuracy estimate available here.
 PR0847
 PR0847.Click photographs - Photos may exist for this station.
 PR0847
 PR0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0847
 PR0847. The following values were computed from the NAD 83(1996) position.
 PR0847
 PR0847;                    North         East     Units Scale Factor Converg.
 PR0847;SPC SD N     -    89,752.550   837,401.519   MT  0.99996972   +2 07 00.7
 PR0847;SPC SD N     -   294,463.16  2,747,374.82   sFT  0.99996972   +2 07 00.7
 PR0847;UTM  14      - 4,940,617.906   658,008.606   MT  0.99990703   +1 23 54.0
 PR0847
 PR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0847!SPC SD N     -   0.99992250  x   0.99996972  =   0.99989222
 PR0847!UTM  14      -   0.99992250  x   0.99990703  =   0.99982953
 PR0847
 PR0847:                Primary Azimuth Mark                     Grid Az
 PR0847:SPC SD N     -  CASTLEWOOD MUNICIPAL TANK                350 34 36.2
 PR0847:UTM  14      -  CASTLEWOOD MUNICIPAL TANK                351 17 42.9
 PR0847
 PR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5800840617(NAD 83)
 PR0847
 PR0847|---------------------------------------------------------------------|
 PR0847| PID    Reference Object                     Distance      Geod. Az  |
 PR0847|                                                           dddmmss.s |
 PR0847| CO6185 STONE RM 1                           35.483 METERS 09339     |
 PR0847| CO6186 STONE RM 2                           32.784 METERS 27212     |
 PR0847| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX.13.7 KM 3524136.9 |
 PR0847|---------------------------------------------------------------------|
 PR0847
 PR0847                          SUPERSEDED SURVEY CONTROL
 PR0847
 PR0847  NAD 83(1986)-  44 36 05.59419(N)    097 00 32.23733(W) AD(       ) 2
 PR0847  NAD 27      -  44 36 05.71835(N)    097 00 31.00218(W) AD(       ) 2
 PR0847
 PR0847.Superseded values are not recommended for survey control.
 PR0847
 PR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0847.See file dsdata.pdf to determine how the superseded data were derived.
 PR0847
 PR0847_MARKER: DD = SURVEY DISK
 PR0847_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0847+WITH SETTING: INFORMATION.
 PR0847_STAMPING: ET STONE 1968
 PR0847_MARK LOGO: USGS
 PR0847_PROJECTION: FLUSH
 PR0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0847
 PR0847  HISTORY     - Date     Condition        Report By
 PR0847  HISTORY     - 1968     MONUMENTED       USGS
 PR0847
 PR0847                          STATION DESCRIPTION
 PR0847
 PR0847'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0847'STATION IS LOCATED ABOUT 1.9 MI N. AND 5.4 MI W. OF TOWN
 PR0847'OF ESTELLINE, NEAR SW. COR. SEC. 12, T. 113 N., R. 52 W.
 PR0847'
 PR0847'TO REACH FROM RR. CROSSING AT STATE HWY. 28 NEAR W. EDGE OF
 PR0847'ESTELLINE, GO W. 5.3 MI ALONG STATE HWY. 28 TO CROSSROADS,
 PR0847'TURN RIGHT (N.) AND GO 2.0 MI TO CROSSROADS, TURN LEFT (W.) AND
 PR0847'GO 0.1 MI TO STATION ON RIGHT (N.).
 PR0847'
 PR0847'STATION IS 549.0 FT W. OF CROSSROADS, 38.4 FT N. OF E.-W. RD.,
 PR0847'6.0 FT N. OF USGS WITNESS POST AND IS STAMPED ET STONE 1968.
 PR0847'
 PR0847'REFERENCE MARK NO. 1 IS E. OF STATION, 36.4 FT N. OF E.-W.
 PR0847'RD., 2.2 FT W. OF TELEPHONE POLE, 1.1 FT S. OF E.-W. FENCE
 PR0847'AND IS STAMPED STONE NO. 1 1968.
 PR0847'
 PR0847'REFERENCE MARK NO. 2 IS W. OF STATION, 37.3 FT. N. OF E.-W.
 PR0847'RD., 0.7 FT S. OF E.-W. FENCE, 2.8 FT E. OF TELEPHONE POLE,
 PR0847'AND IS STAMPED STONE NO. 2 1968.
 PR0847'
 PR0847'NO AZIMUTH MARK WAS SET.  STATIONS ET DRY AND LARRY ARE
 PR0847'GROUND VISIBLE.  DIRECTION WAS OBSERVED TO THE CASTLEWOOD
 PR0847'M.W.T.
 PR0847'
 PR0847'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0847'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DRAIN TILE
 PR0847'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0746 ***********************************************************************
 PS0746  DESIGNATION -  STONE
 PS0746  PID         -  PS0746
 PS0746  STATE/COUNTY-  SD/POTTER
 PS0746  COUNTRY     -  US
 PS0746  USGS QUAD   -  GETTYSBURG MUNICIPAL AIRPORT NE (2017)
 PS0746
 PS0746                         *CURRENT SURVEY CONTROL
 PS0746  ______________________________________________________________________
 PS0746* NAD 83(1996) POSITION- 44 55 35.76049(N) 099 45 37.55450(W)   ADJUSTED
 PS0746* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 PS0746  ______________________________________________________________________
 PS0746  GEOID HEIGHT    -        -22.664 (meters)                     GEOID18
 PS0746  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 PS0746  HORZ ORDER      -  THIRD
 PS0746
 PS0746.The horizontal coordinates were established by classical geodetic methods
 PS0746.and adjusted by the National Geodetic Survey in January 1998.
 PS0746
 PS0746.The orthometric height was scaled from a topographic map.
 PS0746
 PS0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0746.GEOID18 height accuracy estimate available here.
 PS0746
 PS0746.Click photographs - Photos may exist for this station.
 PS0746
 PS0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0746
 PS0746. The following values were computed from the NAD 83(1996) position.
 PS0746
 PS0746;                    North         East     Units Scale Factor Converg.
 PS0746;SPC SD N     -   121,514.116   618,912.161   MT  0.99994147   +0 10 10.4
 PS0746;SPC SD N     -   398,667.56  2,030,547.65   sFT  0.99994147   +0 10 10.4
 PS0746;UTM  14      - 4,975,077.896   439,989.863   MT  0.99964428   -0 32 13.3
 PS0746
 PS0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0746!SPC SD N     -   0.99991272  x   0.99994147  =   0.99985420
 PS0746!UTM  14      -   0.99991272  x   0.99964428  =   0.99955703
 PS0746
 PS0746:                Primary Azimuth Mark                     Grid Az
 PS0746:SPC SD N     -  STONE AZ MK                              126 43 53.7
 PS0746:UTM  14      -  STONE AZ MK                              127 26 17.4
 PS0746
 PS0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3998975077(NAD 83)
 PS0746
 PS0746|---------------------------------------------------------------------|
 PS0746| PID    Reference Object                     Distance      Geod. Az  |
 PS0746|                                                           dddmmss.s |
 PS0746| CO6183 STONE RM 1                           12.450 METERS 02007     |
 PS0746| CO6182 STONE AZ MK                                        1265404.1 |
 PS0746| CO6184 STONE RM 2                           13.127 METERS 26623     |
 PS0746|---------------------------------------------------------------------|
 PS0746
 PS0746                          SUPERSEDED SURVEY CONTROL
 PS0746
 PS0746  NAD 83(1986)-  44 55 35.75472(N)    099 45 37.56131(W) AD(       ) 3
 PS0746  NAD 27      -  44 55 35.81800(N)    099 45 36.14400(W) AD(       ) 3
 PS0746
 PS0746.Superseded values are not recommended for survey control.
 PS0746
 PS0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0746.See file dsdata.pdf to determine how the superseded data were derived.
 PS0746
 PS0746_MARKER: DS = TRIANGULATION STATION DISK
 PS0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0746_STAMPING: STONE 1951
 PS0746_MARK LOGO: CGS
 PS0746_PROJECTION: FLUSH
 PS0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0746+STABILITY: SURFACE MOTION
 PS0746
 PS0746  HISTORY     - Date     Condition        Report By
 PS0746  HISTORY     - 1951     MONUMENTED       CGS
 PS0746  HISTORY     - 1973     SEE DESCRIPTION  USAF
 PS0746  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PS0746
 PS0746                          STATION DESCRIPTION
 PS0746
 PS0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0746'THE STATION IS LOCATED ABOUT 26 MILES NORTH OF HARROLD AND 10
 PS0746'MILES SOUTHEAST OF GETTYSBURG.  IT IS ON THE NORTH RIGHT-OF-WAY
 PS0746'OF AN EAST WEST GRAVEL ROAD, 38 FEET NORTH OF THE CENTER OF
 PS0746'THE ROAD, 12.5 FEET NORTHWEST OF A FENCE CORNER, 5.5 FEET
 PS0746'NORTHWEST OF A WITNESS POST AND 4.5 FEET NORTH OF A FENCE.  THE
 PS0746'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 PS0746'STAMPED STONE 1951.
 PS0746'
 PS0746'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE FENCE CORNER AND 1
 PS0746'FOOT WEST OF A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE
 PS0746'OF THE GROUND AND THE DISK IS STAMPED STONE NO 1 1951.
 PS0746'
 PS0746'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE FENCE CORNER, 36 FEET
 PS0746'NORTH OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF A FENCE.  THE
 PS0746'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED STONE NO 2 1951.
 PS0746'
 PS0746'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF A GRAVEL
 PS0746'ROAD, 4 FEET SOUTH OF A WITNESS POST AND IS SET IN A NORTH-SOUTH
 PS0746'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PS0746'STONE 1951.
 PS0746'
 PS0746'TO REACH THE STATION FROM THE POST OFFICE IN HOLABIRD GO WEST
 PS0746'FOR 0.2 MILE ON U.S. HIGHWAY 14 TO A CROSS ROAD, TURN RIGHT AND
 PS0746'GO NORTH-WEST AND THEN NORTH AGAIN FOR 22.9 MILES TO A GRAVEL
 PS0746'SIDE ROAD, TURN LEFT AND GO WEST FOR 5.0 MILES TO A CROSS ROAD,
 PS0746'TURN LEFT AND GO SOUTH FOR 1.0 MILE, TURN RIGHT AND GO WEST
 PS0746'FOR 2.0 MILES, TURN RIGHT AT A CROSS ROAD AND GO NORTH FOR 2.0
 PS0746'MILES TO WHERE THE ROAD BEARS TO THE LEFT AROUND STONE LAKE.
 PS0746'BEAR LEFT AND FOLLOW THE ROAD AROUND THE WEST SIDE OF THE LAKE
 PS0746'FOR 4.2 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE
 PS0746'ROAD.  CONTINUE ON NORTH FOR 0.2 MILE TO A CROSSROAD, TURN LEFT
 PS0746'AND GO WEST FOR 0.2 MILE TO THE TOP OF A RISE AND THE STATION
 PS0746'ON THE RIGHT.
 PS0746'
 PS0746'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0746
 PS0746                          STATION RECOVERY (1973)
 PS0746
 PS0746'RECOVERY NOTE BY US AIR FORCE 1973
 PS0746'STATION WAS SEARCHED FOR BUT HAD APPARENTLY BEEN DESTROYED DUE
 PS0746'TO ROAD IMPROVEMENTS.
 PS0746'
 PS0746'AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION.
 PS0746
 PS0746                          STATION RECOVERY (1974)
 PS0746
 PS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 PS0746'NOT FOUND.  ROAD CONSTRUCTION, MARKS ARE PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0996 ***********************************************************************
 PT0996  DESIGNATION -  STONE
 PT0996  PID         -  PT0996
 PT0996  STATE/COUNTY-  SD/DEWEY
 PT0996  COUNTRY     -  US
 PT0996  USGS QUAD   -  ARTICHOKE BUTTE NW (2017)
 PT0996
 PT0996                         *CURRENT SURVEY CONTROL
 PT0996  ______________________________________________________________________
 PT0996* NAD 83(1996) POSITION- 44 58 41.85000(N) 100 26 25.39811(W)   ADJUSTED
 PT0996* NAVD 88 ORTHO HEIGHT -   545.    (meters)     1788.    (feet) SCALED
 PT0996  ______________________________________________________________________
 PT0996  GEOID HEIGHT    -        -22.464 (meters)                     GEOID18
 PT0996  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 PT0996  HORZ ORDER      -  THIRD
 PT0996
 PT0996.The horizontal coordinates were established by classical geodetic methods
 PT0996.and adjusted by the National Geodetic Survey in January 1998.
 PT0996
 PT0996.The orthometric height was scaled from a topographic map.
 PT0996
 PT0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0996.GEOID18 height accuracy estimate available here.
 PT0996
 PT0996.Click photographs - Photos may exist for this station.
 PT0996
 PT0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0996
 PT0996. The following values were computed from the NAD 83(1996) position.
 PT0996
 PT0996;                    North         East     Units Scale Factor Converg.
 PT0996;SPC SD N     -   127,324.790   565,265.920   MT  0.99993992   -0 18 42.0
 PT0996;SPC SD N     -   417,731.42  1,854,543.27   sFT  0.99993992   -0 18 42.0
 PT0996;UTM  14      - 4,981,548.015   386,432.476   MT  0.99975859   -1 01 05.6
 PT0996
 PT0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0996!SPC SD N     -   0.99991802  x   0.99993992  =   0.99985795
 PT0996!UTM  14      -   0.99991802  x   0.99975859  =   0.99967663
 PT0996
 PT0996:                Primary Azimuth Mark                     Grid Az
 PT0996:SPC SD N     -  TT 40 PB                                 310 29 38.2
 PT0996:UTM  14      -  TT 40 PB                                 311 12 01.8
 PT0996
 PT0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8643281548(NAD 83)
 PT0996
 PT0996|---------------------------------------------------------------------|
 PT0996| PID    Reference Object                     Distance      Geod. Az  |
 PT0996|                                                           dddmmss.s |
 PT0996| CO6180 STONE RM 1                           13.740 METERS 01052     |
 PT0996| CO6181 STONE RM 2                           13.232 METERS 28437     |
 PT0996| CO6179 TT 40 PB                                           3101056.2 |
 PT0996|---------------------------------------------------------------------|
 PT0996
 PT0996                          SUPERSEDED SURVEY CONTROL
 PT0996
 PT0996  NAD 83(1986)-  44 58 41.84319(N)    100 26 25.40016(W) AD(       ) 3
 PT0996  NAD 27      -  44 58 41.90200(N)    100 26 23.90700(W) AD(       ) 3
 PT0996
 PT0996.Superseded values are not recommended for survey control.
 PT0996
 PT0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0996.See file dsdata.pdf to determine how the superseded data were derived.
 PT0996
 PT0996_MARKER: DS = TRIANGULATION STATION DISK
 PT0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0996_STAMPING: STONE 1948
 PT0996_MARK LOGO: CGS
 PT0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0996+STABILITY: SURFACE MOTION
 PT0996
 PT0996  HISTORY     - Date     Condition        Report By
 PT0996  HISTORY     - 1948     MONUMENTED       CGS
 PT0996
 PT0996                          STATION DESCRIPTION
 PT0996
 PT0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0996'LOCATED ABOUT 15 MILES SOUTHEAST OF LA PLANT, ABOUT 7-1/2
 PT0996'MILES SOUTHWEST OF CHEYENNE AGENCY, ABOUT 1 MILE WEST OF THE
 PT0996'MISSOURI RIVER, IN THE CHEYENNE RIVER INDIAN RESERVATION
 PT0996'AND BELIEVED TO BE IN THE NW 1/4 SEC. 23, T 12 N, R 30 E.
 PT0996'IT IS ON THE HIGHEST POINT AND AT THE SOUTHEAST EDGE OF A
 PT0996'LONG SOUTHEAST-NORTHWEST RIDGE, ABOUT 50 FEET NORTHWEST OF
 PT0996'THE POINT WHERE THE RIDGE DROPS ABRUPTLY TOWARD THE MISSOURI
 PT0996'RIVER, ABOUT 0.05 MILE NORTHEAST OF A TRACK ROAD, AND 8 FEET
 PT0996'NORTH-NORTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES, AND
 PT0996'THE DISK IS STAMPED STONE 1948.
 PT0996'
 PT0996'REFERENCE MARK NO. 1 IS 45.08 FEET NORTH OF THE STATION, AND
 PT0996'53 FEET NORTH OF THE WITNESS POST.  IT PROJECTS 6 INCHES, AND
 PT0996'THE DISK IS STAMPED STONE NO 1 1948.
 PT0996'
 PT0996'REFERENCE MARK NO. 2 IS 43.41 FEET WEST OF THE STATION, AND
 PT0996'43 FEET WEST OF THE WITNESS POST.  IT PROJECTS 8 INCHES, AND
 PT0996'THE DISK IS STAMPED STONE NO 2 1948.
 PT0996'
 PT0996'THE AZIMUTH MARK IS APPROXIMATELY 1.4 MILE WEST-NORTHWEST OF
 PT0996'THE STATION, ABOUT 50 FEET NORTHWEST OF AN ABRUPT DROP TOWARD
 PT0996'THE SOUTHEAST, 8 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 PT0996'TRACK ROAD, AND 18 INCHES SOUTH OF A WITNESS POST.  IT IS A
 PT0996'STANDARD U.S.G.S. B.M. DISK STAMPED TT 40 PB SET IN THE CENTER
 PT0996'OF A 5-INCH BY 5-INCH CONCRETE POST THAT PROJECTS 6 INCHES.
 PT0996'
 PT0996'TO REACH THE STATION FROM A CONCRETE BRIDGE ON U.S. HIGHWAY
 PT0996'212 ABOUT 1/2 MILE NORTHEAST OF LA PLANT, GO EASTERLY ON NO.
 PT0996'212 FOR ABOUT 50 FEET.  THEN RIGHT, SOUTHEASTERLY ON A TRACK
 PT0996'ROAD 0.05 MILE TO A FORK.  THEN RIGHT, SOUTHERLY, ON A VERY
 PT0996'DIM TRACK ROAD (CROSSING A WASH, THEN UP TO THE CREST OF A
 PT0996'RIDGE) 0.9 MILE TO A FORK.  THEN RIGHT 0.85 MILE (KEEP STRAIGHT
 PT0996'AHEAD AT ALL CROSS TRAILS) TO A FORK.  THEN RIGHT 0.5 MILE
 PT0996'TO A FORK.  THEN RIGHT 2.8 MILES TO A WIRE GATE.  THROUGH
 PT0996'GATE, SOUTHEASTERLY, 4.5 MILES TO A GATE IN AN EAST-WEST WIRE
 PT0996'FENCE.  THROUGH GATE 0.1 MILE TO A FORK.  THEN LEFT,
 PT0996'SOUTHEASTERLY, 7.0 MILES TO A TRACK ROAD ON THE LEFT.
 PT0996'TURN SHARP LEFT, NORTHEASTERLY, 0.9 MILE TO A GATE.
 PT0996'THROUGH GATE, NORTHEASTERLY, 2.0 MILES TO A Y INTERSECTION AND
 PT0996'A U.S.G.S. MARK ON THE LEFT.  CONTINUE EASTERLY ON THE MAIN
 PT0996'TRACK ROAD 0.4 MILE TO A FORK.  THEN RIGHT, SOUTHEASTERLY,
 PT0996'0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 PT0996'SOUTHEASTERLY 1.4 MILES TO THE STATION ON THE LEFT AS
 PT0996'DESCRIBED.
 PT0996'
 PT0996'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0804 ***********************************************************************
 PU0804  DESIGNATION -  STONE AZ MK
 PU0804  PID         -  PU0804
 PU0804  STATE/COUNTY-  SD/MEADE
 PU0804  COUNTRY     -  US
 PU0804  USGS QUAD   -  BIG DRAW (2017)
 PU0804
 PU0804                         *CURRENT SURVEY CONTROL
 PU0804  ______________________________________________________________________
 PU0804* NAD 83(1986) POSITION- 44 47 10.     (N) 102 39 45.     (W)   SCALED
 PU0804* NAVD 88 ORTHO HEIGHT -   852.432 (meters)     2796.69  (feet) ADJUSTED
 PU0804  ______________________________________________________________________
 PU0804  GEOID HEIGHT    -        -17.999 (meters)                     GEOID18
 PU0804  DYNAMIC HEIGHT  -        852.241 (meters)     2796.06  (feet) COMP
 PU0804  MODELED GRAVITY -    980,363.9   (mgal)                       NAVD 88
 PU0804
 PU0804  VERT ORDER      -  SECOND    CLASS 0
 PU0804
 PU0804.The horizontal coordinates were scaled from a map and have
 PU0804.an estimated accuracy of +/- 6 seconds.
 PU0804
 PU0804.The orthometric height was determined by differential leveling and
 PU0804.adjusted by the NATIONAL GEODETIC SURVEY
 PU0804.in June 1991.
 PU0804
 PU0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0804.GEOID18 height accuracy estimate available here.
 PU0804
 PU0804.Click photographs - Photos may exist for this station.
 PU0804
 PU0804.The dynamic height is computed by dividing the NAVD 88
 PU0804.geopotential number by the normal gravity value computed on the
 PU0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0804.degrees latitude (g = 980.6199 gals.).
 PU0804
 PU0804.The modeled gravity was interpolated from observed gravity values.
 PU0804
 PU0804;                    North         East    Units  Estimated Accuracy
 PU0804;SPC SD N     -   109,340.      389,340.      MT  (+/- 180 meters Scaled)
 PU0804
 PU0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK849618(NAD 83)
 PU0804
 PU0804                          SUPERSEDED SURVEY CONTROL
 PU0804
 PU0804  NGVD 29 (??/??/92)  851.973  (m)         2795.18   (f) ADJ UNCH    2 0
 PU0804
 PU0804.Superseded values are not recommended for survey control.
 PU0804
 PU0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0804.See file dsdata.pdf to determine how the superseded data were derived.
 PU0804
 PU0804_MARKER: DZ = AZIMUTH MARK DISK
 PU0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0804_STAMPING: STONE 1951
 PU0804_MARK LOGO: CGS
 PU0804_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0804+STABILITY: SURFACE MOTION
 PU0804
 PU0804  HISTORY     - Date     Condition        Report By
 PU0804  HISTORY     - 1951     MONUMENTED       CGS
 PU0804  HISTORY     - 1962     GOOD             CGS
 PU0804
 PU0804                          STATION DESCRIPTION
 PU0804
 PU0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0804'4 MI N FROM STONEVILLE.
 PU0804'3.95 MILES NORTH ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0804'77 FEET WEST OF THE CENTER LINE OF THE ROAD, 161 FEET NORTH
 PU0804'OF THE CENTER OF A WIRE GATE, 39 FEET SOUTHWEST OF A POWER
 PU0804'POLE, 5.6 FEET WEST OF A FENCE, 0.8 FOOT EAST OF A WITNESS
 PU0804'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU0804'POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0801 ***********************************************************************
 PU0801  DESIGNATION -  STONE RM 1
 PU0801  PID         -  PU0801
 PU0801  STATE/COUNTY-  SD/MEADE
 PU0801  COUNTRY     -  US
 PU0801  USGS QUAD   -  BIG DRAW (2017)
 PU0801
 PU0801                         *CURRENT SURVEY CONTROL
 PU0801  ______________________________________________________________________
 PU0801* NAD 83(1986) POSITION- 44 47 29.94   (N) 102 39 45.99   (W)   HD_HELD1
 PU0801* NAVD 88 ORTHO HEIGHT -   866.122 (meters)     2841.60  (feet) ADJUSTED
 PU0801  ______________________________________________________________________
 PU0801  GEOID HEIGHT    -        -17.996 (meters)                     GEOID18
 PU0801  DYNAMIC HEIGHT  -        865.929 (meters)     2840.97  (feet) COMP
 PU0801  MODELED GRAVITY -    980,365.4   (mgal)                       NAVD 88
 PU0801
 PU0801  VERT ORDER      -  SECOND    CLASS 0
 PU0801
 PU0801.The horizontal coordinates were determined by differentially corrected
 PU0801.hand held GPS observations or other comparable positioning techniques
 PU0801.and have an estimated accuracy of +/- 3 meters.
 PU0801
 PU0801.The orthometric height was determined by differential leveling and
 PU0801.adjusted by the NATIONAL GEODETIC SURVEY
 PU0801.in June 1991.
 PU0801
 PU0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0801.GEOID18 height accuracy estimate available here.
 PU0801
 PU0801.Click photographs - Photos may exist for this station.
 PU0801
 PU0801.The dynamic height is computed by dividing the NAVD 88
 PU0801.geopotential number by the normal gravity value computed on the
 PU0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0801.degrees latitude (g = 980.6199 gals.).
 PU0801
 PU0801.The modeled gravity was interpolated from observed gravity values.
 PU0801
 PU0801;                    North         East    Units  Estimated Accuracy
 PU0801;SPC SD N     -   109,954.9     389,337.8     MT  (+/- 3 meters HH1 GPS) 
 PU0801
 PU0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8487562463(NAD 83)
 PU0801
 PU0801                          SUPERSEDED SURVEY CONTROL
 PU0801
 PU0801  NGVD 29 (??/??/92)  865.664  (m)         2840.10   (f) ADJ UNCH    2 0
 PU0801
 PU0801.Superseded values are not recommended for survey control.
 PU0801
 PU0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0801.See file dsdata.pdf to determine how the superseded data were derived.
 PU0801
 PU0801_MARKER: DR = REFERENCE MARK DISK
 PU0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0801_STAMPING: STONE NO 1 1962
 PU0801_MARK LOGO: CGS
 PU0801_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0801+STABILITY: SURFACE MOTION
 PU0801
 PU0801  HISTORY     - Date     Condition        Report By
 PU0801  HISTORY     - 1951     MONUMENTED       CGS
 PU0801
 PU0801                          STATION DESCRIPTION
 PU0801
 PU0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0801'4.4 MI N FROM STONEVILLE.
 PU0801'4.35 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0801'STONEVILLE, THENCE 0.1 MILE EAST ACROSS COUNTRY, ON THE TOP OF A
 PU0801'SMALL KNOLL, 28.7 FEET SOUTH-SOUTHWEST OF THE STATION, 18.0 FEET
 PU0801'NORTH OF A FENCE, ABOUT 1 1/2 FEET LOWER THAN THE STATION, AND
 PU0801'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 PU0801'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0803 ***********************************************************************
 PU0803  DESIGNATION -  STONE RM 2
 PU0803  PID         -  PU0803
 PU0803  STATE/COUNTY-  SD/MEADE
 PU0803  COUNTRY     -  US
 PU0803  USGS QUAD   -  BIG DRAW (2017)
 PU0803
 PU0803                         *CURRENT SURVEY CONTROL
 PU0803  ______________________________________________________________________
 PU0803* NAD 83(1986) POSITION- 44 47 30.26   (N) 102 39 46.33   (W)   HD_HELD1
 PU0803* NAVD 88 ORTHO HEIGHT -   866.161 (meters)     2841.73  (feet) ADJUSTED
 PU0803  ______________________________________________________________________
 PU0803  GEOID HEIGHT    -        -17.996 (meters)                     GEOID18
 PU0803  DYNAMIC HEIGHT  -        865.968 (meters)     2841.10  (feet) COMP
 PU0803  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 PU0803
 PU0803  VERT ORDER      -  SECOND    CLASS 0
 PU0803
 PU0803.The horizontal coordinates were determined by differentially corrected
 PU0803.hand held GPS observations or other comparable positioning techniques
 PU0803.and have an estimated accuracy of +/- 3 meters.
 PU0803
 PU0803.The orthometric height was determined by differential leveling and
 PU0803.adjusted by the NATIONAL GEODETIC SURVEY
 PU0803.in June 1991.
 PU0803
 PU0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0803.GEOID18 height accuracy estimate available here.
 PU0803
 PU0803.Click photographs - Photos may exist for this station.
 PU0803
 PU0803.The dynamic height is computed by dividing the NAVD 88
 PU0803.geopotential number by the normal gravity value computed on the
 PU0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0803.degrees latitude (g = 980.6199 gals.).
 PU0803
 PU0803.The modeled gravity was interpolated from observed gravity values.
 PU0803
 PU0803;                    North         East    Units  Estimated Accuracy
 PU0803;SPC SD N     -   109,965.0     389,330.6     MT  (+/- 3 meters HH1 GPS) 
 PU0803
 PU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8486862472(NAD 83)
 PU0803
 PU0803                          SUPERSEDED SURVEY CONTROL
 PU0803
 PU0803  NGVD 29 (??/??/92)  865.703  (m)         2840.23   (f) ADJ UNCH    2 0
 PU0803
 PU0803.Superseded values are not recommended for survey control.
 PU0803
 PU0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0803.See file dsdata.pdf to determine how the superseded data were derived.
 PU0803
 PU0803_MARKER: DR = REFERENCE MARK DISK
 PU0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0803_STAMPING: STONE NO 2 1951
 PU0803_MARK LOGO: CGS
 PU0803_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0803+STABILITY: SURFACE MOTION
 PU0803
 PU0803  HISTORY     - Date     Condition        Report By
 PU0803  HISTORY     - 1951     MONUMENTED       CGS
 PU0803  HISTORY     - 1962     GOOD             CGS
 PU0803
 PU0803                          STATION DESCRIPTION
 PU0803
 PU0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0803'4.4 MI N FROM STONEVILLE.
 PU0803'4.35 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0803'STONEVILLE, THENCE 0.1 MILE EAST ACROSS COUNTRY, ON A SMALL
 PU0803'KNOLL, 51.0 FEET NORTH OF A FENCE, 31.2 FEET WEST-NORTHWEST OF
 PU0803'THE STATION, ABOUT 2 FEET LOWER THAN THE STATION, AND SET IN THE
 PU0803'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2231 ***********************************************************************
 PU2231  DESIGNATION -  STONEVILLE
 PU2231  PID         -  PU2231
 PU2231  STATE/COUNTY-  SD/MEADE
 PU2231  COUNTRY     -  US
 PU2231  USGS QUAD   -  REDOWL (2017)
 PU2231
 PU2231                         *CURRENT SURVEY CONTROL
 PU2231  ______________________________________________________________________
 PU2231* NAD 83(1996) POSITION- 44 43 51.65612(N) 102 36 01.56078(W)   ADJUSTED
 PU2231* NAVD 88 ORTHO HEIGHT -   906.    (meters)     2972.    (feet) SCALED
 PU2231  ______________________________________________________________________
 PU2231  GEOID HEIGHT    -        -18.188 (meters)                     GEOID18
 PU2231  LAPLACE CORR    -         -6.86  (seconds)                    DEFLEC18
 PU2231  HORZ ORDER      -  SECOND
 PU2231
 PU2231.The horizontal coordinates were established by classical geodetic methods
 PU2231.and adjusted by the National Geodetic Survey in January 1998.
 PU2231
 PU2231.The orthometric height was scaled from a topographic map.
 PU2231
 PU2231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2231.GEOID18 height accuracy estimate available here.
 PU2231
 PU2231.Click photographs - Photos may exist for this station.
 PU2231
 PU2231.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2231
 PU2231. The following values were computed from the NAD 83(1996) position.
 PU2231
 PU2231;                    North         East     Units Scale Factor Converg.
 PU2231;SPC SD N     -   103,060.247   394,051.744   MT  0.99995464   -1 50 25.5
 PU2231;SPC SD N     -   338,123.49  1,292,818.10   sFT  0.99995464   -1 50 25.5
 PU2231;UTM  13      - 4,955,871.342   690,005.927   MT  1.00004397   +1 41 21.4
 PU2231
 PU2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2231!SPC SD N     -   0.99986074  x   0.99995464  =   0.99981539
 PU2231!UTM  13      -   0.99986074  x   1.00004397  =   0.99990471
 PU2231
 PU2231:                Primary Azimuth Mark                     Grid Az
 PU2231:SPC SD N     -  STONEVILLE AZ MK                         104 14 36.2
 PU2231:UTM  13      -  STONEVILLE AZ MK                         100 42 49.3
 PU2231
 PU2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9000555871(NAD 83)
 PU2231
 PU2231|---------------------------------------------------------------------|
 PU2231| PID    Reference Object                     Distance      Geod. Az  |
 PU2231|                                                           dddmmss.s |
 PU2231| CQ4139 STONEVILLE AZ MK                                   1022410.7 |
 PU2231| CQ4140 STONEVILLE RM 1                       7.728 METERS 13203     |
 PU2231| CQ4141 STONEVILLE RM 2                       6.017 METERS 28358     |
 PU2231|---------------------------------------------------------------------|
 PU2231
 PU2231                          SUPERSEDED SURVEY CONTROL
 PU2231
 PU2231  NAD 83(1993)-  44 43 51.64832(N)    102 36 01.56044(W) AD(       ) 2
 PU2231  NAD 83(1986)-  44 43 51.64785(N)    102 36 01.56012(W) AD(       ) 2
 PU2231  NAD 27      -  44 43 51.68680(N)    102 35 59.95930(W) AD(       ) 2
 PU2231
 PU2231.Superseded values are not recommended for survey control.
 PU2231
 PU2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2231.See file dsdata.pdf to determine how the superseded data were derived.
 PU2231
 PU2231_MARKER: DS = TRIANGULATION STATION DISK
 PU2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2231_STAMPING: STONEVILLE 1951
 PU2231_MARK LOGO: CGS
 PU2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2231+STABILITY: SURFACE MOTION
 PU2231
 PU2231  HISTORY     - Date     Condition        Report By
 PU2231  HISTORY     - 1951     MONUMENTED       CGS
 PU2231  HISTORY     - 1962     GOOD             CGS
 PU2231
 PU2231                          STATION DESCRIPTION
 PU2231
 PU2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2231'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF STONEVILLE, ON
 PU2231'THE HIGHEST POINT OF A LONE, PROMINENT HILL, OWNED BY E. KOLBU.
 PU2231'
 PU2231'TO REACH THE STATION FROM THE POST OFFICE IN STONEVILLE.
 PU2231'GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN LEFT
 PU2231'AND GO EAST ON A GRAVELED ROAD FOR 4.15 MILES TO ANOTHER
 PU2231'T-ROAD.  TURN LEFT AND GO NORTH 1.0 MILE TO A CROSSROADS.
 PU2231'TURN LEFT AND GO WEST FOR 0.55 MILE TO AN ENTRANCE DRIVE.
 PU2231'TURN LEFT AND GO SOUTH 0.25 MILE TO THE KOLBU FARMHOUSE, AND A
 PU2231'GATE AT THE NORTHWEST CORNER OF A BARN.  PASS THROUGH THE GATE AND
 PU2231'GO SOUTH 0.1 MILE TO A DIM FORK AT THE EAST SIDE OF A DAM.
 PU2231'BEAR RIGHT AND GO SOUTHWEST 0.05 MILE TO ANOTHER DIM FORK.
 PU2231'BEAR RIGHT AND GO WESTERLY ON TRACK ROAD FOR 0.4 MILE TO A
 PU2231'GATE, AND THE AZIMUTH MARK.  PASS THROUGH THE GATE AND CONTINUE
 PU2231'WESTERLY FOR 0.4 MILE TO THE HIGHEST POINT AND THE
 PU2231'STATION.
 PU2231'
 PU2231'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2231'STONEVILLE 1951.
 PU2231'
 PU2231'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU2231'STONEVILLE NO 1 1951.
 PU2231'
 PU2231'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2231'STONEVILLE NO 2 1951.
 PU2231'
 PU2231'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE LAST GATE MENTIONED
 PU2231'ABOVE AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 PU2231'AND THE DISK IS STAMPED STONEVILLE 1951.
 PU2231'
 PU2231'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2231'CONCRETE CYLINDERS.
 PU2231
 PU2231                          STATION RECOVERY (1962)
 PU2231
 PU2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2231'THE STATION WAS RECOVERED WITH ALL MARKS UNDISTURBED AND IN
 PU2231'GOOD CONDITION.  NO APPRECIABLE DIFFERENCES WERE NOTED IN
 PU2231'DISTANCE OR DIRECTION TO MARKS.  IN AS MUCH AS THE OLD
 PU2231'DESCRIPTION WAS NOT AVAILABLE A COMPLETE DESCRIPTION FOLLOWS--
 PU2231'
 PU2231'THE STATION IS LOCATED ABOUT 12-3/4 MILES SOUTH-SOUTHWEST OF
 PU2231'OPAL, 3-1/4 MILES NORTHWEST OF RED OWL, AND 2-1/2 MILES EAST
 PU2231'OF STONEVILLE, ON A LONE, HIGH, SHARP-POINTED HILL IN PASTURE
 PU2231'LAND.
 PU2231'
 PU2231'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 PU2231'IN STONEVILLE GO SOUTH ON GRAVELED ROAD 1.0 MILE TO A SIDE
 PU2231'ROAD ON THE LEFT.  TURN LEFT AND GO EAST 4.0 MILES TO A SIDE
 PU2231'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 1.0 MILE TO A
 PU2231'CROSSROAD.  TURN LEFT AND GO WEST ON THE GRADED DIRT ROAD
 PU2231'0.6 MILE TO A RANCH ROAD ON THE LEFT.  LEAVE THE SECTIONLINE
 PU2231'ROAD, TURN LEFT, AND GO SOUTH 0.2 MILE TO THE RANCH YARD.
 PU2231'GO ABOUT 50 YARDS SOUTHWEST ACROSS THE RANCH YARD TO A GATE
 PU2231'AT THE NORTHEAST CORNER OF THE BARN.  PASS THROUGH GATE AND
 PU2231'GO 0.1 MILE ACROSS STOCK POND DAM.  TURN RIGHT AND GO WEST
 PU2231'ALONG RIDGE ON SOUTH SIDE OF RESERVOIR FOR 0.4 MILE TO A
 PU2231'GATE IN THE NORTHWEST CORNER OF THE PASTURE, AND THE
 PU2231'AZIMUTH MARK ON THE LEFT IN THE FENCE LINE.  CONTINUE
 PU2231'WEST 0.4 MILE UP SOUTH RIDGE TO TOP OF HILL AND STATION.
 PU2231'
 PU2231'THE STATION MARK, A STANDARD DISK STAMPED STONEVILLE 1951
 PU2231'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 PU2231'MONUMENT PROJECTING 1 INCH ABOVE GROUND, IS ON THE HIGHEST
 PU2231'POINT OF THE HILL.
 PU2231'
 PU2231'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED STONEVILLE
 PU2231'NO 1 1951 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 PU2231'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND, IS AT THE
 PU2231'SAME ELEVATION AS THE STATION.
 PU2231'
 PU2231'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED STONEVILLE
 PU2231'NO 2 1951 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL
 PU2231'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS AT
 PU2231'THE SAME ELEVATION AS THE STATION.
 PU2231'
 PU2231'THE AZIMUTH MARK, A STANDARD DISK STAMPED STONEVILLE 1951
 PU2231'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CYLINDRICAL CONCRETE
 PU2231'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS 37 FEET SOUTH
 PU2231'OF THE SOUTH GATE POST OF THE WIRE GATE, 1.3 FEET NORTH OF A
 PU2231'METAL WITNESS POST WITH SIGN, AND 1.0 FOOT WEST OF THE WIRE
 PU2231'FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0751 ***********************************************************************
 QS0751  DESIGNATION -  STONY
 QS0751  PID         -  QS0751
 QS0751  STATE/COUNTY-  SD/DEWEY
 QS0751  COUNTRY     -  US
 QS0751  USGS QUAD   -  PATCH SKIN BUTTES (2017)
 QS0751
 QS0751                         *CURRENT SURVEY CONTROL
 QS0751  ______________________________________________________________________
 QS0751* NAD 83(1996) POSITION- 45 11 26.19036(N) 100 25 10.47226(W)   ADJUSTED
 QS0751* NAVD 88 ORTHO HEIGHT -   668.8   (meters)     2194.    (feet) VERTCON3
 QS0751  ______________________________________________________________________
 QS0751  GEOID HEIGHT    -        -22.146 (meters)                     GEOID18
 QS0751  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 QS0751  HORZ ORDER      -  FIRST
 QS0751
 QS0751.The horizontal coordinates were established by classical geodetic methods
 QS0751.and adjusted by the National Geodetic Survey in January 1998.
 QS0751
 QS0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0751
 QS0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0751.GEOID18 height accuracy estimate available here.
 QS0751
 QS0751.Click photographs - Photos may exist for this station.
 QS0751
 QS0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0751
 QS0751. The following values were computed from the NAD 83(1996) position.
 QS0751
 QS0751;                    North         East     Units Scale Factor Converg.
 QS0751;SPC SD N     -   150,909.825   567,029.718   MT  0.99994206   -0 17 49.0
 QS0751;SPC SD N     -   495,109.98  1,860,330.00   sFT  0.99994206   -0 17 49.0
 QS0751;UTM  14      - 5,005,105.102   388,487.367   MT  0.99975290   -1 00 26.0
 QS0751
 QS0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0751!SPC SD N     -   0.99989862  x   0.99994206  =   0.99984069
 QS0751!UTM  14      -   0.99989862  x   0.99975290  =   0.99965155
 QS0751
 QS0751:                Primary Azimuth Mark                     Grid Az
 QS0751:SPC SD N     -  STONY AZ MK                              292 02 43.1
 QS0751:UTM  14      -  STONY AZ MK                              292 45 20.1
 QS0751
 QS0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8848705105(NAD 83)
 QS0751
 QS0751|---------------------------------------------------------------------|
 QS0751| PID    Reference Object                     Distance      Geod. Az  |
 QS0751|                                                           dddmmss.s |
 QS0751| CO6188 STONY RM 1                           27.535 METERS 14513     |
 QS0751| CO6189 STONY RM 2                            6.949 METERS 24125     |
 QS0751| CO6187 STONY AZ MK                                        2914454.1 |
 QS0751|---------------------------------------------------------------------|
 QS0751
 QS0751                          SUPERSEDED SURVEY CONTROL
 QS0751
 QS0751  NAD 83(1986)-  45 11 26.18290(N)    100 25 10.47355(W) AD(       ) 1
 QS0751  NAD 27      -  45 11 26.23200(N)    100 25 08.97400(W) AD(       ) 1
 QS0751  NGVD 29 (07/19/86)  668.4    (m)         2193.     (f) VERT ANG       
 QS0751
 QS0751.Superseded values are not recommended for survey control.
 QS0751
 QS0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0751.See file dsdata.pdf to determine how the superseded data were derived.
 QS0751
 QS0751_MARKER: DS = TRIANGULATION STATION DISK
 QS0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0751_STAMPING: STONY 1934
 QS0751_MARK LOGO: CGS
 QS0751_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0751
 QS0751  HISTORY     - Date     Condition        Report By
 QS0751  HISTORY     - 1934     MONUMENTED       CGS
 QS0751  HISTORY     - 1948     GOOD             CGS
 QS0751  HISTORY     - 1952     GOOD             CGS
 QS0751
 QS0751                          STATION DESCRIPTION
 QS0751
 QS0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0751'STATION IS ON A BUTTE ON THE SE END OF A HIGH RIDGE OF A
 QS0751'ROUGH, STONY MORAINE, ABOUT 6 MILES W OF THE MISSOURI RIVER.
 QS0751'FROM THE S, THIS RIDGE FORMS THE HORIZON AND THE STATION
 QS0751'BUTTE IS THE FIRST ONE W OF A LONE BUTTE IN THE CENTER OF A
 QS0751'PRONOUNCED LOW SPOT IN THE HORIZON.  THE RIDGE IS HIGHER AND
 QS0751'ABOUT 1 MILE TO THE NW.
 QS0751'
 QS0751'STATION MARK IS A STANDARD BRONZE DISK SET IN AN IRON PIPE.
 QS0751'THE PIPE PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 QS0751'
 QS0751'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 QS0751'IN A BOULDER.
 QS0751'
 QS0751'REFERENCE MARK NO. 1 IS SE OF THE STATION.
 QS0751'
 QS0751'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 QS0751'
 QS0751'THE AZIMUTH MARK IS ABOUT 5/8 MILE W OF THE STATION.  IT IS
 QS0751'SET IN A BOULDER ABOUT 4 FEET IN DIAMETER.  IT IS S OF THE
 QS0751'HIGH RIDGE AND ON THE W SLOPE OF A SMALL ROUND-TOPPED HILL.
 QS0751'
 QS0751'THE STATION IS REACHED FROM THE CHEYENNE AGENCY, BY GOING W
 QS0751'ON U.S. HIGHWAY 212, 12.7 MILES.  AT THE END OF A CURVE TO THE
 QS0751'W, LEAVE THE HIGHWAY AND GO NORTHERLY ON TRAIL 4.0 MILES TO
 QS0751'A FORKS.  TAKE THE RIGHT FORK ON THE MAIN TRAIL 1.2 MILES
 QS0751'TO A FORKS.  TAKE THE RIGHT FORK AND DRIVE TOWARD A SMALL
 QS0751'DOUBLE-TOPPED BUTTE FOR 1.3 MILES TO A SMALL DAM ACROSS THE
 QS0751'COULEE.  DRIVE ENE 0.4 MILE TO THE SE CORNER OF A FENCED AREA.
 QS0751'FROM THE FENCE CORNER DRIVE EASTERLY ALONG THE TOP OF THE
 QS0751'DIVIDE TOWARD THE S END OF THE PROMINENT HILLS 3.0 MILES
 QS0751'TO A POINT BELOW THE BUTTE ON THE SE END OF THE RIDGE.
 QS0751'DRIVE UP THE W SIDE OF THE BUTTE TO THE HIGHEST POINT AND
 QS0751'THE STATION.
 QS0751'
 QS0751'A 4-FOOT STAND WAS ERECTED.
 QS0751
 QS0751                          STATION RECOVERY (1948)
 QS0751
 QS0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0751'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DESCRIPTION
 QS0751'FOLLOWS--
 QS0751'
 QS0751'LOCATED IN THE CHEYENNE RIVER INDIAN RESERVATION, BELIEVED
 QS0751'TO BE IN SEC. 14, T 14 N, R 30 E, ABOUT 10 MILES NORTH-NORTHWEST
 QS0751'OF WHITLOCK CROSSING, ABOUT 6 MILES WEST OF THE MISSOURI RIVER,
 QS0751'AND 5 FEET NORTHWEST OF A WITNESS POST.  IT IS ON THE
 QS0751'HIGHEST POINT OF A BUTTE NEAR THE SOUTHEAST END OF A HIGH
 QS0751'RIDGE.  FROM THE SOUTH THIS RIDGE FORMS THE HORIZON AND THE
 QS0751'STATION BUTTE IS THE FIRST ONE WEST OF A LONG BUTTE IN THE
 QS0751'CENTER OF A PRONOUNCED LOW SPOT IN THE HORIZON.  THE RIDGE IS
 QS0751'HIGHER ABOUT 1 MILE TO THE NORTHWEST.  THE STATION IS A
 QS0751'STANDARD DISK STAMPED STONY 1934 SET IN AN IRON PIPE THAT
 QS0751'PROJECTS 8 INCHES.  REFERENCE MARKS AND THE AZIMUTH MARK
 QS0751'ARE STANDARD DISKS SET INTO A MASS OF CONCRETE IN
 QS0751'A DEPRESSION IN ROCK OUTCROP.
 QS0751'
 QS0751'REFERENCE MARK NO. 1 IS 90.63 FEET (SLOPE) SOUTHEAST OF THE
 QS0751'STATION.  IT IS STAMPED STONY NO 1 1934.
 QS0751'
 QS0751'REFERENCE MARK NO. 2 IS 22.96 FEET (SLOPE) SOUTHWEST OF THE
 QS0751'STATION.  IT IS STAMPED STONY NO 2 1934.
 QS0751'
 QS0751'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE WEST OF THE
 QS0751'STATION, SOUTH OF THE HIGH RIDGE, ON THE WEST SLOPE OF A
 QS0751'ROUND-TOPPED HILL, AND 35 FEET SOUTH OF A CATTLE TRAIL.  IT IS
 QS0751'SET IN A BOULDER THAT IS ABOUT 5 FEET IN DIAMETER AND ABOUT
 QS0751'2 FEET HIGH.  THE DISK IS STAMPED STONY AZIMUTH 1934.
 QS0751'
 QS0751'TO REACH THE STATION FROM THE STORE IN WHITLOCK CROSSING,
 QS0751'GO WESTERLY ON U.S. HIGHWAY 212 13.2 MILES TO THE ENTRANCE
 QS0751'TO THE V E RANCH.  THEN RIGHT, THROUGH A WIRE GATE 0.1 MILE
 QS0751'TO A FORK.  THEN RIGHT, NORTHERLY, 0.9 MILE TO A GATE.  GO
 QS0751'THROUGH GATE, CONTINUE NORTHERLY ON THE MAIN TRACK ROAD 4.2
 QS0751'MILES TO A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT FOR 2.8
 QS0751'MILES TO A GATE.  GO THROUGH GATE, EASTERLY, ON MOST SOUTHERLY
 QS0751'ONE OF THREE ROADS 1.1 MILES TO THE NORTHEAST CORNER OF A
 QS0751'SMALL WIRE CORRAL.  TURN RIGHT, EASTERLY, ALONG THE SOUTH SIDE
 QS0751'OF THE RIDGE 0.45 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 QS0751'CONTINUE EASTERLY 0.6 MILE.  THEN LEAVE THE CATTLE TRAIL,
 QS0751'TURN LEFT TO THE HIGHEST POINT AND THE STATION AS
 QS0751'DESCRIBED.
 QS0751'
 QS0751'TRANSFERED TO LEMLER INITIAL TO SHOW COMPARISONS.
 QS0751
 QS0751                          STATION RECOVERY (1952)
 QS0751
 QS0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0751'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QS0751'GOOD CONDITION.  THE 1948 DESCRIPTION IS COMPLETE AND ADEQUATE.
 QS0751'
 QS0751'HEIGHT OF LIGHT ABOVE MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0917 ***********************************************************************
 QS0917  DESIGNATION -  STOP
 QS0917  PID         -  QS0917
 QS0917  STATE/COUNTY-  SD/ZIEBACH
 QS0917  COUNTRY     -  US
 QS0917  USGS QUAD   -  GLAD VALLEY (2017)
 QS0917
 QS0917                         *CURRENT SURVEY CONTROL
 QS0917  ______________________________________________________________________
 QS0917* NAD 83(1996) POSITION- 45 23 59.24296(N) 101 51 37.97585(W)   ADJUSTED
 QS0917* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 QS0917  ______________________________________________________________________
 QS0917  GEOID HEIGHT    -        -19.574 (meters)                     GEOID18
 QS0917  LAPLACE CORR    -         -6.31  (seconds)                    DEFLEC18
 QS0917  HORZ ORDER      -  THIRD
 QS0917
 QS0917.The horizontal coordinates were established by classical geodetic methods
 QS0917.and adjusted by the National Geodetic Survey in January 1998.
 QS0917
 QS0917.The orthometric height was scaled from a topographic map.
 QS0917
 QS0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0917.GEOID18 height accuracy estimate available here.
 QS0917
 QS0917.Click photographs - Photos may exist for this station.
 QS0917
 QS0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0917
 QS0917. The following values were computed from the NAD 83(1996) position.
 QS0917
 QS0917;                    North         East     Units Scale Factor Converg.
 QS0917;SPC SD N     -   175,744.904   454,344.371   MT  0.99995760   -1 19 00.4
 QS0917;SPC SD N     -   576,589.74  1,490,628.16   sFT  0.99995760   -1 19 00.4
 QS0917;UTM  14      - 5,031,344.487   276,119.551   MT  1.00021630   -2 02 15.4
 QS0917
 QS0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0917!SPC SD N     -   0.99987884  x   0.99995760  =   0.99983645
 QS0917!UTM  14      -   0.99987884  x   1.00021630  =   1.00009512
 QS0917
 QS0917:                Primary Azimuth Mark                     Grid Az
 QS0917:SPC SD N     -  STOP AZ MK                               181 29 51.2
 QS0917:UTM  14      -  STOP AZ MK                               182 13 06.2
 QS0917
 QS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7611931344(NAD 83)
 QS0917
 QS0917|---------------------------------------------------------------------|
 QS0917| PID    Reference Object                     Distance      Geod. Az  |
 QS0917|                                                           dddmmss.s |
 QS0917| AI2564 STOP RM 1                            10.582 METERS 17609     |
 QS0917| CQ9627 STOP AZ MK                                         1801050.8 |
 QS0917| AI2565 STOP RM 2                            18.742 METERS 29050     |
 QS0917|---------------------------------------------------------------------|
 QS0917
 QS0917                          SUPERSEDED SURVEY CONTROL
 QS0917
 QS0917  NAD 83(1986)-  45 23 59.23458(N)    101 51 37.97454(W) AD(       ) 3
 QS0917  NAD 27      -  45 23 59.33300(N)    101 51 36.44000(W) AD(       ) 3
 QS0917
 QS0917.Superseded values are not recommended for survey control.
 QS0917
 QS0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0917.See file dsdata.pdf to determine how the superseded data were derived.
 QS0917
 QS0917_MARKER: DS = TRIANGULATION STATION DISK
 QS0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0917_STAMPING: STOP 1952
 QS0917_MARK LOGO: CGS
 QS0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0917+STABILITY: SURFACE MOTION
 QS0917
 QS0917  HISTORY     - Date     Condition        Report By
 QS0917  HISTORY     - 1952     MONUMENTED       CGS
 QS0917  HISTORY     - 19990622 MARK NOT FOUND   NGS
 QS0917
 QS0917                          STATION DESCRIPTION
 QS0917
 QS0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0917'THE STATION IS LOCATED ABOUT 4 MILES WEST OF GLAD VALLEY,
 QS0917'NEAR THE NW 1/4 OF SECTION 36, T 17 N, R 18 E, 120 FEET
 QS0917'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 8, 90 FEET SOUTH
 QS0917'OF A FENCE CORNER, 30 FEET EAST OF THE CENTER OF A GRADED
 QS0917'DIRT ROAD, 7 FEET NORTHWEST OF A 4 IN X 4 IN WITNESS POST,
 QS0917'AND 5 FEET SOUTHWEST OF A TRIANGULAR BLAZED FENCE POST.
 QS0917'
 QS0917'TO REACH THE STATION FROM THE POST OFFICE IN GLAD VALLEY,
 QS0917'GO WEST ON STATE HIGHWAY NO. 8 FOR 4.2 MILES TO THE STATION
 QS0917'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 QS0917'GO SOUTH ON THE GRADED DIRT ROAD FOR 0.6 MILE TO THE MARK
 QS0917'ON THE LEFT.
 QS0917'
 QS0917'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0917'STOP 1952.
 QS0917'
 QS0917'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTER OF THE
 QS0917'DIRT ROAD, AND 1 FOOT WEST OF THE WIRE FENCE.  IT PROJECTS
 QS0917'8 INCHES, AND THE DISK IS STAMPED STOP NO 1 1952.
 QS0917'
 QS0917'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE CENTER OF THE
 QS0917'DIRT ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 QS0917'STOP NO 2 1952.
 QS0917'
 QS0917'THE AZIMUTH MARK IS 73 FEET EAST OF A POWER LINE POLE, 33
 QS0917'FEET EAST OF THE CENTER OF THE DIRT ROAD, 3 FEET NORTH OF A
 QS0917'4 IN X 4 IN WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.
 QS0917'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED STOP 1952.
 QS0917
 QS0917                          STATION RECOVERY (1999)
 QS0917
 QS0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0917'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0767 ***********************************************************************
 OT0767  DESIGNATION -  STORE
 OT0767  PID         -  OT0767
 OT0767  STATE/COUNTY-  SD/SHANNON
 OT0767  COUNTRY     -  US
 OT0767  USGS QUAD   -  SLIM BUTTE NW (2017)
 OT0767
 OT0767                         *CURRENT SURVEY CONTROL
 OT0767  ______________________________________________________________________
 OT0767* NAD 83(1996) POSITION- 43 09 32.50106(N) 102 58 33.33579(W)   ADJUSTED
 OT0767* NAVD 88 ORTHO HEIGHT -   960.    (meters)     3150.    (feet) SCALED
 OT0767  ______________________________________________________________________
 OT0767  GEOID HEIGHT    -        -17.564 (meters)                     GEOID18
 OT0767  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 OT0767  HORZ ORDER      -  FIRST
 OT0767
 OT0767.The horizontal coordinates were established by classical geodetic methods
 OT0767.and adjusted by the National Geodetic Survey in January 1998.
 OT0767
 OT0767.The orthometric height was scaled from a topographic map.
 OT0767
 OT0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0767.GEOID18 height accuracy estimate available here.
 OT0767
 OT0767.Click photographs - Photos may exist for this station.
 OT0767
 OT0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0767
 OT0767. The following values were computed from the NAD 83(1996) position.
 OT0767
 OT0767;                    North         East     Units Scale Factor Converg.
 OT0767;SPC SD S     -    95,146.025   385,126.343   MT  0.99993881   -1 49 22.8
 OT0767;SPC SD S     -   312,158.25  1,263,535.34   sFT  0.99993881   -1 49 22.8
 OT0767;UTM  13      - 4,780,463.456   664,555.030   MT  0.99993311   +1 23 05.4
 OT0767
 OT0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0767!SPC SD S     -   0.99985231  x   0.99993881  =   0.99979113
 OT0767!UTM  13      -   0.99985231  x   0.99993311  =   0.99978543
 OT0767
 OT0767:                Primary Azimuth Mark                     Grid Az
 OT0767:SPC SD S     -  STORE AZ MK                              088 06 28.1
 OT0767:UTM  13      -  STORE AZ MK                              084 53 59.9
 OT0767
 OT0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6455580463(NAD 83)
 OT0767
 OT0767|---------------------------------------------------------------------|
 OT0767| PID    Reference Object                     Distance      Geod. Az  |
 OT0767|                                                           dddmmss.s |
 OT0767| CQ4145 STORE RM 1                            9.345 METERS 08314     |
 OT0767| CQ4144 STORE AZ MK                                        0861705.3 |
 OT0767| OT0768 INDIAN ALLOTMENT SURVEY MARK         45.232 METERS 33046     |
 OT0767| CQ4146 STORE RM 2                           12.689 METERS 34645     |
 OT0767|---------------------------------------------------------------------|
 OT0767
 OT0767                          SUPERSEDED SURVEY CONTROL
 OT0767
 OT0767  NAD 83(1995)-  43 09 32.50030(N)    102 58 33.33440(W) AD(       ) 1
 OT0767  NAD 83(1993)-  43 09 32.49412(N)    102 58 33.33085(W) AD(       ) 1
 OT0767  NAD 83(1986)-  43 09 32.48534(N)    102 58 33.33480(W) AD(       ) 1
 OT0767  NAD 27      -  43 09 32.56300(N)    102 58 31.64200(W) AD(       ) 1
 OT0767
 OT0767.Superseded values are not recommended for survey control.
 OT0767
 OT0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0767.See file dsdata.pdf to determine how the superseded data were derived.
 OT0767
 OT0767_MARKER: DS = TRIANGULATION STATION DISK
 OT0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0767_STAMPING: STORE 1936
 OT0767_MARK LOGO: CGS
 OT0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0767+STABILITY: SURFACE MOTION
 OT0767
 OT0767  HISTORY     - Date     Condition        Report By
 OT0767  HISTORY     - 1936     MONUMENTED       CGS
 OT0767
 OT0767                          STATION DESCRIPTION
 OT0767
 OT0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0767'STATION IS 12-1/2 MILES AIRLINE AND 13.6 MILES BY ROAD WEST
 OT0767'OF OGLALA, ABOUT 1.5 MILES EAST OF WEST BOUNDARY OF PINE RIDGE
 OT0767'RESERVATION, 0.15 MILE NORTH OF EAST-WEST DIRT ROAD, 148.4 FEET
 OT0767'SOUTHEAST OF INDIAN ALLOTMENT SURVEY MARK (SEC. COR. 22, 23, 26
 OT0767'AND 27), AT FENCE CORNER, 370 FEET NORTHWEST OF T-INTERSECTION
 OT0767'OF DIRT ROADS, 320 FEET NORTH-NORTHEAST OF Y-INTERSECTION OF
 OT0767'DIRT ROADS, 0.3 MILE EAST OF VACANT STORE BUILDING, 314 FEET
 OT0767'NORTH-NORTHEAST OF FENCE CORNER NEAR ROAD, AT HIGHEST POINT
 OT0767'OF HILL IN OPEN FIELD, 18 FEET EAST OF BRINK OF HILL.  THE
 OT0767'MARK PROJECTS 6 INCHES.  THERE ARE SEVERAL HILLS HIGHER THAN
 OT0767'THIS ONE IN THE VICINITY.
 OT0767'
 OT0767'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  THE MARK PROJECTS
 OT0767'3 INCHES.
 OT0767'
 OT0767'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION.  THE
 OT0767'MARK PROJECTS 5 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 OT0767'MARKS IS 54.42 FEET.
 OT0767'
 OT0767'THE AZIMUTH MARK IS 0.35 MILE EAST OF STATION, AT SOUTH SIDE
 OT0767'OF OPEN FIELD, 18 FEET NORTH OF CENTERLINE OF ROAD.  THE MARK
 OT0767'PROJECTS 6 INCHES.
 OT0767'
 OT0767'TO REACH THE STATION FROM OGLALA POST OFFICE FOLLOW U.S.
 OT0767'HIGHWAY 18 NORTHWEST FOR 0.7 MILE TO Y-INTERSECTION, LEAVE
 OT0767'U.S. 18 AND GO WEST AND SOUTHWEST ON DIRT ROAD FOR 12.9 MILES
 OT0767'(ABOUT 150 YARDS EAST OF FENCE LINE AND CATTLE GUARD), LEAVE
 OT0767'ROAD AND GO NORTHWEST ABOUT 300 FEET TO HIGHEST POINT OF HILL
 OT0767'AND STATION.
 OT0767'
 OT0767'THERE IS AN INDIAN ALLOTMENT SURVEY MARK 148.4 FEET NORTHWEST
 OT0767'OF STATION.  IT MARKS THE CORNER OF SECTIONS 22, 23, 26 AND 27.
 OT0767'IT IS A BRONZE CAP SET ON TOP OF CAST-IRON PIPE.  THE MARK IS
 OT0767'IN A WEAKENED CONDITION AND HAS BEEN PULLED SLIGHTLY FROM
 OT0767'ITS ORIGINAL POSITION, BY BEING USED AS GUY STAKE FOR A FENCE
 OT0767'POST.
 OT0767'
 OT0767'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OT0767'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0561 ***********************************************************************
 QQ0561  DESIGNATION -  STRAND RESET
 QQ0561  PID         -  QQ0561
 QQ0561  STATE/COUNTY-  SD/GRANT
 QQ0561  COUNTRY     -  US
 QQ0561  USGS QUAD   -  LABOLT (2017)
 QQ0561
 QQ0561                         *CURRENT SURVEY CONTROL
 QQ0561  ______________________________________________________________________
 QQ0561* NAD 83(1996) POSITION- 45 01 10.30745(N) 096 44 49.27208(W)   ADJUSTED
 QQ0561* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 QQ0561  ______________________________________________________________________
 QQ0561  GEOID HEIGHT    -        -25.481 (meters)                     GEOID18
 QQ0561  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 QQ0561  HORZ ORDER      -  FIRST
 QQ0561
 QQ0561.The horizontal coordinates were established by classical geodetic methods
 QQ0561.and adjusted by the National Geodetic Survey in January 1998.
 QQ0561
 QQ0561.The orthometric height was scaled from a topographic map.
 QQ0561
 QQ0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0561.GEOID18 height accuracy estimate available here.
 QQ0561
 QQ0561.Click photographs - Photos may exist for this station.
 QQ0561
 QQ0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0561
 QQ0561. The following values were computed from the NAD 83(1996) position.
 QQ0561
 QQ0561;                    North         East     Units Scale Factor Converg.
 QQ0561;SPC SD N     -   136,963.236   856,315.468   MT  0.99993926   +2 18 08.1
 QQ0561;SPC SD N     -   449,353.55  2,809,428.33   sFT  0.99993926   +2 18 08.1
 QQ0561;UTM  14      - 4,987,589.204   677,508.986   MT  0.99998746   +1 35 38.6
 QQ0561
 QQ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0561!SPC SD N     -   0.99992039  x   0.99993926  =   0.99985966
 QQ0561!UTM  14      -   0.99992039  x   0.99998746  =   0.99990786
 QQ0561
 QQ0561:                Primary Azimuth Mark                     Grid Az
 QQ0561:SPC SD N     -  STRAND AZ MK                             086 13 05.5
 QQ0561:UTM  14      -  STRAND AZ MK                             086 55 35.0
 QQ0561
 QQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7750887589(NAD 83)
 QQ0561
 QQ0561|---------------------------------------------------------------------|
 QQ0561| PID    Reference Object                     Distance      Geod. Az  |
 QQ0561|                                                           dddmmss.s |
 QQ0561| CO8838 STRAND RM 2                          34.998 METERS 00321     |
 QQ0561| CO8836 STRAND AZ MK                                       0883113.6 |
 QQ0561| CO8837 STRAND RM 1                          35.573 METERS 26301     |
 QQ0561| CO8839 STRAND RM 3                          21.965 METERS 28259     |
 QQ0561| QQ0568 STRANDBURG GRACE LUTH CH CROSS      APPROX. 2.6 KM 3354233.7 |
 QQ0561| QQ0567 STRANDBURG PUB SCHOOL FLAGPOLE      APPROX. 2.7 KM 3354952.7 |
 QQ0561| QQ0569 STRANDBURG SWEDISH BAP CH SPIR      APPROX. 3.1 KM 3401239.6 |
 QQ0561|---------------------------------------------------------------------|
 QQ0561
 QQ0561                          SUPERSEDED SURVEY CONTROL
 QQ0561
 QQ0561  NAD 83(1986)-  45 01 10.30420(N)    096 44 49.25848(W) AD(       ) 1
 QQ0561  NAD 27      -  45 01 10.42911(N)    096 44 48.03199(W) AD(       ) 1
 QQ0561
 QQ0561.Superseded values are not recommended for survey control.
 QQ0561
 QQ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0561.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0561
 QQ0561_MARKER: DS = TRIANGULATION STATION DISK
 QQ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0561_STAMPING: STRAND 1935 1959
 QQ0561_MARK LOGO: CGS
 QQ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0561+STABILITY: SURFACE MOTION
 QQ0561
 QQ0561  HISTORY     - Date     Condition        Report By
 QQ0561  HISTORY     - 1935     MONUMENTED       CGS
 QQ0561  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QQ0561  HISTORY     - 1968     GOOD             USGS
 QQ0561
 QQ0561                          STATION DESCRIPTION
 QQ0561
 QQ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0561'STATION IS LOCATED 0.3 MILE W OF SE CORNER OF SEC. 18, T 118
 QQ0561'N, R 49 W, 1-3/4 MILES S AND 3/4 MILE E OF STRANDBURG.  MARK
 QQ0561'IS 2.0 FT E OF A N-S FENCE LINE AND 9.0 FT N OF AN E-W FENCE
 QQ0561'LINE.  MARK IS ON SOUTHERN END OF A RIDGE, HIGHEST GROUND IN
 QQ0561'VICINITY, AND PROJECTS 5 IN ABOVE SURFACE OF GROUND.
 QQ0561'
 QQ0561'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 QQ0561'CONCRETE CYLINDERS.  UNDERGROUND
 QQ0561'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN CONCRETE.
 QQ0561'
 QQ0561'FROM STRANDBURG SCHOOL GO S ON MAIN GRAVELED ROAD 1.6 MILES
 QQ0561'AND TURN L, E, ON A SECTION LINE ROAD WHERE MAIN ROAD GOES
 QQ0561'S AND ANOTHER ROAD TURN W.  FOLLOW THIS ROAD, WHICH IS UNGRADED
 QQ0561'MOST OF WAY, 0.7 MILE TO TOP OF GRADE AND HILL AT STATION.
 QQ0561'
 QQ0561'REFERENCE MARK NO. 1 IS SW OF STATION.  MARK IS 6 FT S OF AN
 QQ0561'E AND W FENCE LINE AND PROJECTS 8 IN ABOVE SURFACE OF GROUND.
 QQ0561'
 QQ0561'REFERENCE MARK NO. 2 IS N OF STATION IN A N AND S FENCE LINE.
 QQ0561'MARK PROJECTS 6 IN ABOVE SURFACE OF GROUND.
 QQ0561'
 QQ0561'AZIMUTH MARK IS REACHED FROM STATION BY GOING E ON UNGRADED
 QQ0561'ROAD 0.4 MILE TO TOP OF HILL AND MARK ON L.  MARK IS 30 FT
 QQ0561'N OF CENTER LINE OF SECTION LINE ROAD IN AN E AND W FENCE
 QQ0561'LINE AND PROJECTS 6 IN ABOVE SURFACE OF GROUND.
 QQ0561'
 QQ0561'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QQ0561
 QQ0561                          STATION RECOVERY (1959)
 QQ0561
 QQ0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QQ0561'THE SURFACE STATION MARK WAS RECOVERED IN A GRADER DITCH AND
 QQ0561'WAS PROJECTING ABOUT 2-1/2 FEET.  THE MARK APPEARED TO HAVE
 QQ0561'BEEN HIT BY ROAD MACHINERY AND THE SURFACE MARK FAILED TO
 QQ0561'CHECK WITH THE UNDERGROUND MARK BY ABOUT 2-1/2 INCHES.  BOTH
 QQ0561'THE UNDERGROUND AND SURFACE MARKS WERE LOWERED ABOUT 2 FEET.
 QQ0561'
 QQ0561'THE STATION IS JUST WEST OF THE SUMMIT OF THE RIDGE, 27 FEET
 QQ0561'WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 22 FEET NORTH OF
 QQ0561'THE CENTERLINE OF THE ROAD AND 17.7 FEET SOUTHWEST OF A
 QQ0561'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 QQ0561'DISK IS STAMPED STRAND 1935 1959.
 QQ0561'
 QQ0561'R.M. NO. 1 WAS FOUND TO BE IN THE EDGE OF THE ROAD BED AND WAS
 QQ0561'A TRAFFIC HAZARD.  THIS MARK WAS DUG UP AND RESET AND THE DISK
 QQ0561'WAS RESTAMPED.
 QQ0561'
 QQ0561'R.M. NO. 2 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QQ0561'CONDITION.
 QQ0561'
 QQ0561'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QQ0561'CONDITION.
 QQ0561'
 QQ0561'R.M. NO. 3 IS WEST-NORTHWEST OF THE STATION, 40 FEET NORTH OF THE
 QQ0561'CENTERLINE OF THE ROAD AND IS AT THE EDGE OF THE BACKSLOPE.
 QQ0561'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED STRAND
 QQ0561'NO 3 1935.
 QQ0561'
 QQ0561'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM STRANDBURG IS
 QQ0561'ADEQUATE.
 QQ0561
 QQ0561                          STATION RECOVERY (1968)
 QQ0561
 QQ0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QQ0561'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 QQ0561'
 QQ0561'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0568 ***********************************************************************
 QQ0568  DESIGNATION -  STRANDBURG GRACE LUTH CH CROSS
 QQ0568  PID         -  QQ0568
 QQ0568  STATE/COUNTY-  SD/GRANT
 QQ0568  COUNTRY     -  US
 QQ0568  USGS QUAD   -  STOCKHOLM (2017)
 QQ0568
 QQ0568                         *CURRENT SURVEY CONTROL
 QQ0568  ______________________________________________________________________
 QQ0568* NAD 83(1996) POSITION- 45 02 26.90836(N) 096 45 38.03622(W)   ADJUSTED
 QQ0568  ______________________________________________________________________
 QQ0568  GEOID HEIGHT    -        -25.501 (meters)                     GEOID18
 QQ0568  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 QQ0568  HORZ ORDER      -  THIRD
 QQ0568
 QQ0568.The horizontal coordinates were established by classical geodetic methods
 QQ0568.and adjusted by the National Geodetic Survey in January 1998.
 QQ0568
 QQ0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0568.GEOID18 height accuracy estimate available here.
 QQ0568
 QQ0568.Click photographs - Photos may exist for this station.
 QQ0568
 QQ0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0568
 QQ0568. The following values were computed from the NAD 83(1996) position.
 QQ0568
 QQ0568;                    North         East     Units Scale Factor Converg.
 QQ0568;SPC SD N     -   139,283.079   855,154.136   MT  0.99993913   +2 17 33.6
 QQ0568;SPC SD N     -   456,964.57  2,805,618.19   sFT  0.99993913   +2 17 33.6
 QQ0568;UTM  14      - 4,989,923.326   676,376.353   MT  0.99998253   +1 35 06.2
 QQ0568
 QQ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7637689923(NAD 83)
 QQ0568
 QQ0568                          SUPERSEDED SURVEY CONTROL
 QQ0568
 QQ0568  NAD 83(1986)-  45 02 26.90528(N)    096 45 38.02227(W) AD(       ) 3
 QQ0568  NAD 27      -  45 02 27.02800(N)    096 45 36.79300(W) AD(       ) 3
 QQ0568
 QQ0568.Superseded values are not recommended for survey control.
 QQ0568
 QQ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0568.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0568
 QQ0568_MARKER: 91 = CHURCH CROSS
 QQ0568
 QQ0568  HISTORY     - Date     Condition        Report By
 QQ0568  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0568
 QQ0568                          STATION DESCRIPTION
 QQ0568
 QQ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0568'POINT OBSERVED UPON WAS TIP OF CROSS OF GRACE LUTHERAN CHURCH
 QQ0568'LOCATED IN SOUTHERN PART OF TOWN OF STRANDBURG.  IT IS APPROXIMATELY
 QQ0568'50 FT HIGH.  OBSERVED FROM TRIANGULATION STATIONS STRAND, ALTAMONT,
 QQ0568'AND TROY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0567 ***********************************************************************
 QQ0567  DESIGNATION -  STRANDBURG PUB SCHOOL FLAGPOLE
 QQ0567  PID         -  QQ0567
 QQ0567  STATE/COUNTY-  SD/GRANT
 QQ0567  COUNTRY     -  US
 QQ0567  USGS QUAD   -  STOCKHOLM (2017)
 QQ0567
 QQ0567                         *CURRENT SURVEY CONTROL
 QQ0567  ______________________________________________________________________
 QQ0567* NAD 83(1996) POSITION- 45 02 31.34138(N) 096 45 40.56689(W)   ADJUSTED
 QQ0567  ______________________________________________________________________
 QQ0567  GEOID HEIGHT    -        -25.503 (meters)                     GEOID18
 QQ0567  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 QQ0567  HORZ ORDER      -  THIRD
 QQ0567
 QQ0567.The horizontal coordinates were established by classical geodetic methods
 QQ0567.and adjusted by the National Geodetic Survey in January 1998.
 QQ0567
 QQ0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0567.GEOID18 height accuracy estimate available here.
 QQ0567
 QQ0567.Click photographs - Photos may exist for this station.
 QQ0567
 QQ0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0567
 QQ0567. The following values were computed from the NAD 83(1996) position.
 QQ0567
 QQ0567;                    North         East     Units Scale Factor Converg.
 QQ0567;SPC SD N     -   139,417.594   855,093.324   MT  0.99993912   +2 17 31.8
 QQ0567;SPC SD N     -   457,405.89  2,805,418.68   sFT  0.99993912   +2 17 31.8
 QQ0567;UTM  14      - 4,990,058.587   676,317.204   MT  0.99998227   +1 35 04.5
 QQ0567
 QQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7631790058(NAD 83)
 QQ0567
 QQ0567                          SUPERSEDED SURVEY CONTROL
 QQ0567
 QQ0567  NAD 83(1986)-  45 02 31.33830(N)    096 45 40.55294(W) AD(       ) 3
 QQ0567  NAD 27      -  45 02 31.46000(N)    096 45 39.32000(W) AD(       ) 3
 QQ0567
 QQ0567.Superseded values are not recommended for survey control.
 QQ0567
 QQ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0567.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0567
 QQ0567_MARKER: 62 = FLAGPOLE
 QQ0567
 QQ0567  HISTORY     - Date     Condition        Report By
 QQ0567  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0567
 QQ0567                          STATION DESCRIPTION
 QQ0567
 QQ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0567'POINT OBSERVED UPON WAS TIP OF FLAGPOLE ATOP STRANDBURG PUBLIC
 QQ0567'SCHOOL LOCATED IN SOUTHERN PART OF TOWN OF STRANDBURG.  IT IS
 QQ0567'APPROXIMATELY 45 FT HIGH.  OBSERVED UPON FROM TRIANGULATION
 QQ0567'STATIONS STRAND AND TROY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0569 ***********************************************************************
 QQ0569  DESIGNATION -  STRANDBURG SWEDISH BAP CH SPIR
 QQ0569  PID         -  QQ0569
 QQ0569  STATE/COUNTY-  SD/GRANT
 QQ0569  COUNTRY     -  US
 QQ0569  USGS QUAD   -  STOCKHOLM (2017)
 QQ0569
 QQ0569                         *CURRENT SURVEY CONTROL
 QQ0569  ______________________________________________________________________
 QQ0569* NAD 83(1996) POSITION- 45 02 44.87443(N) 096 45 37.27006(W)   ADJUSTED
 QQ0569  ______________________________________________________________________
 QQ0569  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 QQ0569  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 QQ0569  HORZ ORDER      -  THIRD
 QQ0569
 QQ0569.The horizontal coordinates were established by classical geodetic methods
 QQ0569.and adjusted by the National Geodetic Survey in January 1998.
 QQ0569
 QQ0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0569.GEOID18 height accuracy estimate available here.
 QQ0569
 QQ0569.Click photographs - Photos may exist for this station.
 QQ0569
 QQ0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0569
 QQ0569. The following values were computed from the NAD 83(1996) position.
 QQ0569
 QQ0569;                    North         East     Units Scale Factor Converg.
 QQ0569;SPC SD N     -   139,837.888   855,148.703   MT  0.99993912   +2 17 34.2
 QQ0569;SPC SD N     -   458,784.80  2,805,600.37   sFT  0.99993912   +2 17 34.2
 QQ0569;UTM  14      - 4,990,478.183   676,377.771   MT  0.99998253   +1 35 07.2
 QQ0569
 QQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7637790478(NAD 83)
 QQ0569
 QQ0569                          SUPERSEDED SURVEY CONTROL
 QQ0569
 QQ0569  NAD 83(1986)-  45 02 44.87133(N)    096 45 37.25612(W) AD(       ) 3
 QQ0569  NAD 27      -  45 02 44.99000(N)    096 45 36.03000(W) AD(       ) 3
 QQ0569
 QQ0569.Superseded values are not recommended for survey control.
 QQ0569
 QQ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0569.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0569
 QQ0569_MARKER: 90 = CHURCH SPIRE
 QQ0569
 QQ0569  HISTORY     - Date     Condition        Report By
 QQ0569  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0569
 QQ0569                          STATION DESCRIPTION
 QQ0569
 QQ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0569'POINT OBSERVED UPON WAS TIP OF SPIRE ON SWEDISH BAPTIST CHURCH,
 QQ0569'LOCATED IN NORTHERN PART OF TOWN OF STRANDBURG.  IT IS
 QQ0569'APPROXIMATELY 37 FT HIGH.  OBSERVED UPON FROM TRIANGULATION
 QQ0569'STATIONS STRAND AND TROY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1050 ***********************************************************************
 PT1050  DESIGNATION -  STRONG
 PT1050  PID         -  PT1050
 PT1050  STATE/COUNTY-  SD/STANLEY
 PT1050  COUNTRY     -  US
 PT1050  USGS QUAD   -  LACY (2017)
 PT1050
 PT1050                         *CURRENT SURVEY CONTROL
 PT1050  ______________________________________________________________________
 PT1050* NAD 83(1996) POSITION- 44 22 40.37551(N) 100 42 19.67869(W)   ADJUSTED
 PT1050* NAVD 88 ORTHO HEIGHT -   600.    (meters)     1968.    (feet) SCALED
 PT1050  ______________________________________________________________________
 PT1050  GEOID HEIGHT    -        -22.967 (meters)                     GEOID18
 PT1050  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 PT1050  HORZ ORDER      -  THIRD
 PT1050
 PT1050.The horizontal coordinates were established by classical geodetic methods
 PT1050.and adjusted by the National Geodetic Survey in January 1998.
 PT1050
 PT1050.The orthometric height was scaled from a topographic map.
 PT1050
 PT1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1050.GEOID18 height accuracy estimate available here.
 PT1050
 PT1050.Click photographs - Photos may exist for this station.
 PT1050
 PT1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1050
 PT1050. The following values were computed from the NAD 83(1996) position.
 PT1050
 PT1050;                    North         East     Units Scale Factor Converg.
 PT1050;SPC SD S     -   227,208.322   570,342.974   MT  0.99999479   -0 15 24.2
 PT1050;SPC SD S     -   745,432.64  1,871,200.24   sFT  0.99999479   -0 15 24.2
 PT1050;UTM  14      - 4,915,259.183   364,136.107   MT  0.99982701   -1 11 34.7
 PT1050
 PT1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1050!SPC SD S     -   0.99990947  x   0.99999479  =   0.99990426
 PT1050!UTM  14      -   0.99990947  x   0.99982701  =   0.99973649
 PT1050
 PT1050:                Primary Azimuth Mark                     Grid Az
 PT1050:SPC SD S     -  STRONG AZ MK                             273 31 24.6
 PT1050:UTM  14      -  STRONG AZ MK                             274 27 35.1
 PT1050
 PT1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6413615259(NAD 83)
 PT1050
 PT1050|---------------------------------------------------------------------|
 PT1050| PID    Reference Object                     Distance      Geod. Az  |
 PT1050|                                                           dddmmss.s |
 PT1050| AB7537 STRONG RM 1                          11.440 METERS 09134     |
 PT1050| CO6198 STRONG AZ MK                                       2731600.4 |
 PT1050| AB7538 STRONG RM 2                          11.799 METERS 27525     |
 PT1050|---------------------------------------------------------------------|
 PT1050
 PT1050                          SUPERSEDED SURVEY CONTROL
 PT1050
 PT1050  NAD 83(1986)-  44 22 40.37051(N)    100 42 19.68160(W) AD(       ) 3
 PT1050  NAD 27      -  44 22 40.44000(N)    100 42 18.18000(W) AD(       ) 3
 PT1050
 PT1050.Superseded values are not recommended for survey control.
 PT1050
 PT1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1050.See file dsdata.pdf to determine how the superseded data were derived.
 PT1050
 PT1050_MARKER: DS = TRIANGULATION STATION DISK
 PT1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1050_STAMPING: STRONG 1952
 PT1050_MARK LOGO: CGS
 PT1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1050+STABILITY: SURFACE MOTION
 PT1050
 PT1050  HISTORY     - Date     Condition        Report By
 PT1050  HISTORY     - 1952     MONUMENTED       CGS
 PT1050  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT1050
 PT1050                          STATION DESCRIPTION
 PT1050
 PT1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1050'THE STATION IS IN SECTION 23, T 5 N, R 28 E, ABOUT 18 MILES
 PT1050'WEST OF FORT PIERRE, 12 MILES EAST OF HAYES, 56 FEET NORTH OF
 PT1050'THE CENTER OF U.S. HIGHWAY 14, 2 FEET SOUTH OF A WIRE FENCE
 PT1050'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14.
 PT1050'
 PT1050'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE EAST EDGE
 PT1050'OF TOWN OF HAYES, GO EAST ON U.S. HIGHWAY 14 FOR 10.8 MILES
 PT1050'TO A CROSS ROAD AND THE AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE
 PT1050'EASTERLY ON THE HIGHWAY FOR 0.35 MILE TO THE CREST OF A LONG
 PT1050'HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 PT1050'
 PT1050'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1050'STRONG 1952.
 PT1050'
 PT1050'REFERENCE MARK 1 IS 57 FEET NORTH OF THE CENTER OF THE HIGHWAY
 PT1050'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 PT1050'AND THE DISK IS STAMPED STRONG NO 1 1952.
 PT1050'
 PT1050'REFERENCE MARK 2 IS 57 FEET NORTH OF THE CENTER OF THE HIGHWAY
 PT1050'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 PT1050'AND THE DISK IS STAMPED STRONG NO 2 1952.
 PT1050'
 PT1050'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PT1050'14, 41 FEET EAST OF THE CENTER OF A TRACK ROAD, 3 FEET SOUTHEAST
 PT1050'OF A FENCE CORNER AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 PT1050'PROJECTS 7 INCHES AND THE DISK IS STAMPED STRONG 1952.
 PT1050'
 PT1050'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1050
 PT1050                          STATION RECOVERY (1995)
 PT1050
 PT1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1050'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1070 ***********************************************************************
 PT1070  DESIGNATION -  STRONG
 PT1070  PID         -  PT1070
 PT1070  STATE/COUNTY-  SD/DEWEY
 PT1070  COUNTRY     -  US
 PT1070  USGS QUAD   -  NO HEART CREEK NE (2017)
 PT1070
 PT1070                         *CURRENT SURVEY CONTROL
 PT1070  ______________________________________________________________________
 PT1070* NAD 83(1996) POSITION- 44 52 59.22350(N) 100 36 04.54468(W)   ADJUSTED
 PT1070* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 PT1070  ______________________________________________________________________
 PT1070  GEOID HEIGHT    -        -22.263 (meters)                     GEOID18
 PT1070  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 PT1070  HORZ ORDER      -  SECOND
 PT1070
 PT1070.The horizontal coordinates were established by classical geodetic methods
 PT1070.and adjusted by the National Geodetic Survey in January 1998.
 PT1070
 PT1070.The orthometric height was scaled from a topographic map.
 PT1070
 PT1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1070.GEOID18 height accuracy estimate available here.
 PT1070
 PT1070.Click photographs - Photos may exist for this station.
 PT1070
 PT1070.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1070
 PT1070. The following values were computed from the NAD 83(1996) position.
 PT1070
 PT1070;                    North         East     Units Scale Factor Converg.
 PT1070;SPC SD N     -   116,830.601   552,499.201   MT  0.99994340   -0 25 31.9
 PT1070;SPC SD N     -   383,301.73  1,812,657.80   sFT  0.99994340   -0 25 31.9
 PT1070;UTM  14      - 4,971,213.535   373,539.611   MT  0.99979665   -1 07 48.4
 PT1070
 PT1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1070!SPC SD N     -   0.99990780  x   0.99994340  =   0.99985120
 PT1070!UTM  14      -   0.99990780  x   0.99979665  =   0.99970446
 PT1070
 PT1070:                Primary Azimuth Mark                     Grid Az
 PT1070:SPC SD N     -  STRONG AZ MK                             308 58 20.6
 PT1070:UTM  14      -  STRONG AZ MK                             309 40 37.1
 PT1070
 PT1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7353971213(NAD 83)
 PT1070
 PT1070|---------------------------------------------------------------------|
 PT1070| PID    Reference Object                     Distance      Geod. Az  |
 PT1070|                                                           dddmmss.s |
 PT1070| CO6196 STRONG RM 1                          10.233 METERS 13828     |
 PT1070| CO6197 STRONG RM 2                          10.990 METERS 22227     |
 PT1070| CO6195 STRONG AZ MK                                       3083248.7 |
 PT1070|---------------------------------------------------------------------|
 PT1070
 PT1070                          SUPERSEDED SURVEY CONTROL
 PT1070
 PT1070  NAD 83(1986)-  44 52 59.21715(N)    100 36 04.54627(W) AD(       ) 2
 PT1070  NAD 27      -  44 52 59.27400(N)    100 36 03.03800(W) AD(       ) 2
 PT1070
 PT1070.Superseded values are not recommended for survey control.
 PT1070
 PT1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1070.See file dsdata.pdf to determine how the superseded data were derived.
 PT1070
 PT1070_MARKER: DS = TRIANGULATION STATION DISK
 PT1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1070_STAMPING: STRONG 1948
 PT1070_MARK LOGO: CGS
 PT1070_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1070
 PT1070  HISTORY     - Date     Condition        Report By
 PT1070  HISTORY     - 1948     MONUMENTED       CGS
 PT1070
 PT1070                          STATION DESCRIPTION
 PT1070
 PT1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1070'LOCATED ON THE CHEYENNE RIVER INDIAN RESERVATION ABOUT 18 MILES
 PT1070'SOUTHEAST OF RIDGEVIEW, ABOUT 6 MILES NORTHEAST OF THE BIG BEND
 PT1070'OF THE MISSOURI RIVER, ON A BROKEN PLATEAU BETWEEN WILLOW CREEK
 PT1070'AND NO HEART CREEK, ABOUT 3 FEET SOUTH OF A POINT WHERE THE
 PT1070'PLATEAU DROPS ABRUPTLY TOWARD A BARE AREA IN THE VALLEY TO THE
 PT1070'NORTHWEST, 6 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 14 FEET
 PT1070'NORTH-NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, AND 26 FEET
 PT1070'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A SMALL MOUND.
 PT1070'IT IS A STANDARD DISK STAMPED STRONG 1948 SET IN CONCRETE IN
 PT1070'THE CENTER OF A 4-INCH IRON PIPE THAT PROJECTS 10 INCHES.
 PT1070'
 PT1070'REFERENCE MARK NO. 1 IS 33.57 FEET SOUTHEAST OF THE STATION,
 PT1070'AND 21 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD.  IT
 PT1070'IS A STANDARD DISK STAMPED STRONG NO 1 1948 SET IN CONCRETE
 PT1070'IN THE CENTER OF A 4-INCH IRON PIPE THAT PROJECTS 10 INCHES.
 PT1070'
 PT1070'REFERENCE MARK NO. 2 IS 36.06 FEET SOUTHWEST OF THE STATION, 12
 PT1070'FEET SOUTH-SOUTHWEST OF THE SMALL MOUND, AND 20 FEET SOUTHWEST OF
 PT1070'THE CENTERLINE OF THE TRACK ROAD.  IT IS A STANDARD DISK STAMPED
 PT1070'STRONG NO 2 1948 SET IN CONCRETE IN THE CENTER OF A 4-INCH IRON
 PT1070'PIPE THAT PROJECTS 10 INCHES.
 PT1070'
 PT1070'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE
 PT1070'STATION, 2 FEET EAST-NORTHEAST OF A WITNESS POST, AND 11 FEET
 PT1070'NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD.  IT IS A STANDARD
 PT1070'DISK STAMPED STRONG 1948 SET IN CONCRETE IN THE CENTER OF A
 PT1070'4-INCH IRON PIPE THAT PROJECTS 10 INCHES.
 PT1070'
 PT1070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PT1070'A DIRT ROAD JUST WEST OF THE POST OFFICE IN RIDGEVIEW, GO
 PT1070'SOUTHERLY ON THE DIRT ROAD 0.4 MILE.  THEN LEFT, EASTERLY, 0.4
 PT1070'MILE.  THEN RIGHT, SOUTH, 1.0 MILE TO A WIRE GATE ON THE LEFT.
 PT1070'THROUGH THE GATE, SOUTHEASTERLY, 1.25 MILES TO A GATE.  THROUGH
 PT1070'THE GATE, SOUTHEASTERLY, 0.6 MILE TO THE HOME OF MR. J.M. HIETT.
 PT1070'THROUGH A WIRE GATE JUST SOUTHEAST OF THE FARMHOUSE,
 PT1070'SOUTHEASTERLY, 0.9 MILE TO A FORK AT A FENCE CORNER.  THEN LEFT,
 PT1070'EASTERLY, 2.2 MILES TO A WIRE GATE IN AN EAST-WEST WIRE FENCE
 PT1070'(ABOUT 35 YARDS WEST OF A FENCE CORNER).  THROUGH GATE, ON DIM
 PT1070'TRACK ROAD, (SOUTHEASTERLY) 13.1 MILES TO THE AZIMUTH
 PT1070'MARK ON THE LEFT.  CONTINUE 0.25 MILE TO THE STATION AS
 PT1070'DESCRIBED.
 PT1070'
 PT1070'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2238 ***********************************************************************
 PU2238  DESIGNATION -  STRONG
 PU2238  PID         -  PU2238
 PU2238  STATE/COUNTY-  SD/MEADE
 PU2238  COUNTRY     -  US
 PU2238  USGS QUAD   -  UNION CENTER (2017)
 PU2238
 PU2238                         *CURRENT SURVEY CONTROL
 PU2238  ______________________________________________________________________
 PU2238* NAD 83(1996) POSITION- 44 32 41.19788(N) 102 38 04.95950(W)   ADJUSTED
 PU2238* NAVD 88 ORTHO HEIGHT -   878.    (meters)     2881.    (feet) SCALED
 PU2238  ______________________________________________________________________
 PU2238  GEOID HEIGHT    -        -18.284 (meters)                     GEOID18
 PU2238  LAPLACE CORR    -         -6.62  (seconds)                    DEFLEC18
 PU2238  HORZ ORDER      -  SECOND
 PU2238
 PU2238.The horizontal coordinates were established by classical geodetic methods
 PU2238.and adjusted by the National Geodetic Survey in January 1998.
 PU2238
 PU2238.The orthometric height was scaled from a topographic map.
 PU2238
 PU2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2238.GEOID18 height accuracy estimate available here.
 PU2238
 PU2238.Click photographs - Photos may exist for this station.
 PU2238
 PU2238.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2238
 PU2238. The following values were computed from the NAD 83(1996) position.
 PU2238
 PU2238;                    North         East     Units Scale Factor Converg.
 PU2238;SPC SD N     -    82,464.009   390,664.608   MT  0.99997792   -1 51 52.9
 PU2238;SPC SD N     -   270,550.67  1,281,705.47   sFT  0.99997792   -1 51 52.9
 PU2238;UTM  13      - 4,935,104.213   687,892.110   MT  1.00003416   +1 39 34.8
 PU2238
 PU2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2238!SPC SD N     -   0.99986514  x   0.99997792  =   0.99984307
 PU2238!UTM  13      -   0.99986514  x   1.00003416  =   0.99989930
 PU2238
 PU2238:                Primary Azimuth Mark                     Grid Az
 PU2238:SPC SD N     -  MONTE                                    292 22 15.5
 PU2238:UTM  13      -  MONTE                                    288 50 47.8
 PU2238
 PU2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8789235104(NAD 83)
 PU2238
 PU2238|---------------------------------------------------------------------|
 PU2238| PID    Reference Object                     Distance      Geod. Az  |
 PU2238|                                                           dddmmss.s |
 PU2238| CQ4153 STRONG RM 1                           9.792 METERS 01059     |
 PU2238| CQ4154 STRONG RM 2                           6.547 METERS 17554     |
 PU2238| PU0920 MONTE                               APPROX. 5.4 KM 2903022.6 |
 PU2238|---------------------------------------------------------------------|
 PU2238
 PU2238                          SUPERSEDED SURVEY CONTROL
 PU2238
 PU2238  NAD 83(1993)-  44 32 41.18995(N)    102 38 04.95976(W) AD(       ) 2
 PU2238  NAD 83(1986)-  44 32 41.18952(N)    102 38 04.95932(W) AD(       ) 2
 PU2238
 PU2238.Superseded values are not recommended for survey control.
 PU2238
 PU2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2238.See file dsdata.pdf to determine how the superseded data were derived.
 PU2238
 PU2238_MARKER: DS = TRIANGULATION STATION DISK
 PU2238_SETTING: 66 = SET IN ROCK OUTCROP
 PU2238_STAMPING: STRONG 1962
 PU2238_MARK LOGO: CGS
 PU2238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2238+STABILITY: POSITION/ELEVATION WELL
 PU2238
 PU2238  HISTORY     - Date     Condition        Report By
 PU2238  HISTORY     - 1962     MONUMENTED       CGS
 PU2238
 PU2238                          STATION DESCRIPTION
 PU2238
 PU2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2238'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF ENNING, 2.0
 PU2238'MILES SOUTHEAST OF UNION CENTER AND 1.15 MILES SOUTH OF STATE
 PU2238'HIGHWAY 34.
 PU2238'
 PU2238'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER, GO EAST
 PU2238'ON STATE HIGHWAY 34 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 PU2238'SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 PU2238'EAST ON GRAVELED ROAD FOR 1.55 MILES TO WHERE THE ROAD TURNS
 PU2238'SOUTH.  TURN RIGHT, SOUTH FOR 0.15 MILE TO THE HOME OF RALPH
 PU2238'STRONG.  TURN RIGHT, WEST FOR 0.05 MILE TO THE TOP OF THE HILL
 PU2238'AND THE STATION AS DESCRIBED.
 PU2238'
 PU2238'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 PU2238'BEDROCK, WHICH IS 8 INCHES BELOW THE ROCK SURFACE.  IT IS LOCATED
 PU2238'ON THE SOUTH END OF THE RIDGE.  IT IS STAMPED STRONG 1962.
 PU2238'
 PU2238'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2238'IN BEDROCK.  IT IS STAMPED STRONG NO 1 1962.  IT IS 4 FEET LOWER
 PU2238'THAN THE STATION.
 PU2238'
 PU2238'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2238'IN BEDROCK.  IT IS STAMPED STRONG NO 2 1962.  IT IS 4 FEET LOWER
 PU2238'THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0457 ***********************************************************************
 QT0457  DESIGNATION -  STROOL
 QT0457  PID         -  QT0457
 QT0457  STATE/COUNTY-  SD/PERKINS
 QT0457  COUNTRY     -  US
 QT0457  USGS QUAD   -  PRAIRIE CITY (2017)
 QT0457
 QT0457                         *CURRENT SURVEY CONTROL
 QT0457  ______________________________________________________________________
 QT0457* NAD 83(1996) POSITION- 45 32 31.72167(N) 102 47 12.16573(W)   ADJUSTED
 QT0457* NAVD 88 ORTHO HEIGHT -   884.    (meters)     2900.    (feet) SCALED
 QT0457  ______________________________________________________________________
 QT0457  GEOID HEIGHT    -        -17.411 (meters)                     GEOID18
 QT0457  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 QT0457  HORZ ORDER      -  THIRD
 QT0457
 QT0457.The horizontal coordinates were established by classical geodetic methods
 QT0457.and adjusted by the National Geodetic Survey in January 1998.
 QT0457
 QT0457.The orthometric height was scaled from a topographic map.
 QT0457
 QT0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0457.GEOID18 height accuracy estimate available here.
 QT0457
 QT0457.Click photographs - Photos may exist for this station.
 QT0457
 QT0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0457
 QT0457. The following values were computed from the NAD 83(1996) position.
 QT0457
 QT0457;                    North         East     Units Scale Factor Converg.
 QT0457;SPC SD N     -   193,637.470   382,406.725   MT  0.99997581   -1 58 20.1
 QT0457;SPC SD N     -   635,292.27  1,254,612.73   sFT  0.99997581   -1 58 20.1
 QT0457;UTM  13      - 5,045,561.348   672,787.250   MT  0.99996707   +1 34 48.6
 QT0457
 QT0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0457!SPC SD N     -   0.99986408  x   0.99997581  =   0.99983990
 QT0457!UTM  13      -   0.99986408  x   0.99996707  =   0.99983116
 QT0457
 QT0457:                Primary Azimuth Mark                     Grid Az
 QT0457:SPC SD N     -  STROOL AZ MK                             197 10 50.1
 QT0457:UTM  13      -  STROOL AZ MK                             193 37 41.4
 QT0457
 QT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7278745561(NAD 83)
 QT0457
 QT0457|---------------------------------------------------------------------|
 QT0457| PID    Reference Object                     Distance      Geod. Az  |
 QT0457|                                                           dddmmss.s |
 QT0457| CQ9639 STROOL RM 1                          10.102 METERS 00116     |
 QT0457| AI2556 STROOL AZ MK                                       1951230.0 |
 QT0457| CQ9640 STROOL RM 2                           9.528 METERS 27658     |
 QT0457|---------------------------------------------------------------------|
 QT0457
 QT0457                          SUPERSEDED SURVEY CONTROL
 QT0457
 QT0457  NAD 83(1993)-  45 32 31.71248(N)    102 47 12.16385(W) AD(       ) 3
 QT0457  NAD 83(1986)-  45 32 31.71191(N)    102 47 12.16339(W) AD(       ) 3
 QT0457  NAD 27      -  45 32 31.75800(N)    102 47 10.59200(W) AD(       ) 3
 QT0457
 QT0457.Superseded values are not recommended for survey control.
 QT0457
 QT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0457.See file dsdata.pdf to determine how the superseded data were derived.
 QT0457
 QT0457_MARKER: DS = TRIANGULATION STATION DISK
 QT0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0457_STAMPING: STROOL 1952
 QT0457_MARK LOGO: CGS
 QT0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0457+STABILITY: SURFACE MOTION
 QT0457
 QT0457  HISTORY     - Date     Condition        Report By
 QT0457  HISTORY     - 1952     MONUMENTED       CGS
 QT0457
 QT0457                          STATION DESCRIPTION
 QT0457
 QT0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0457'THE STATION IS LOCATED ABOUT 2-3/4 MILES NORTH-NORTHEAST OF
 QT0457'STROOL, IN THE NORTHEAST 1/4 OF SECTION 8, T 18 N, R 11 E,
 QT0457'62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A COUNTRY SCHOOL
 QT0457'BUILDING, 21 FEET WEST OF THE CENTER OF A DIRT ROAD, 5 FEET
 QT0457'NORTH-NORTHEAST OF A 4 IN X 4 IN WITNESS POST, AND 3 FEET WEST
 QT0457'OF A WIRE FENCE.
 QT0457'
 QT0457'TO REACH THE STATION FROM THE VILLAGE OF STROOL, GO NORTH
 QT0457'ON A GRAVELED ROAD FOR 1.8 MILES TO THE JUNCTION WITH STATE
 QT0457'HIGHWAY NO. 8.  THEN RIGHT, EAST, ON NO. 8 FOR 0.75 MILE TO
 QT0457'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.25 MILE.
 QT0457'THEN LEFT, NORTH, ON A DIRT ROAD FOR 0.75 MILE TO THE STATION
 QT0457'ON THE LEFT.
 QT0457'
 QT0457'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0457'STROOL 1952.
 QT0457'
 QT0457'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE SOUTHEAST CORNER
 QT0457'OF THE SCHOOL BUILDING, 20 FEET WEST OF THE CENTER OF THE
 QT0457'DIRT ROAD, AND 2 FEET WEST OF THE WIRE FENCE.  IT PROJECTS 6
 QT0457'INCHES, AND THE DISK IS STAMPED STROOL NO 1 1952.
 QT0457'
 QT0457'REFERENCE MARK NO. 2 IS 52 FEET WEST OF THE CENTER OF THE DIRT
 QT0457'ROAD, AND 41 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QT0457'SCHOOL BUILDING.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0457'STROOL NO 2 1952.
 QT0457'
 QT0457'THE AZIMUTH MARK IS 75 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QT0457'3 FEET WEST OF A 4 IN X 4 IN WITNESS POST, AND 2 FEET EAST
 QT0457'OF A POWER LINE POLE.  IT PROJECTS 6 INCHES, AND THE DISK IS
 QT0457'STAMPED STROOL 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI2556 ***********************************************************************
 AI2556  DESIGNATION -  STROOL AZ MK
 AI2556  PID         -  AI2556
 AI2556  STATE/COUNTY-  SD/PERKINS
 AI2556  COUNTRY     -  US
 AI2556  USGS QUAD   -  PRAIRIE CITY (2017)
 AI2556
 AI2556                         *CURRENT SURVEY CONTROL
 AI2556  ______________________________________________________________________
 AI2556* NAD 83(1986) POSITION- 45 31 52.     (N) 102 47 27.     (W)   SCALED
 AI2556* NAVD 88 ORTHO HEIGHT -   861.096 (meters)     2825.11  (feet) ADJUSTED
 AI2556  ______________________________________________________________________
 AI2556  GEOID HEIGHT    -        -17.406 (meters)                     GEOID18
 AI2556  DYNAMIC HEIGHT  -        860.952 (meters)     2824.64  (feet) COMP
 AI2556  MODELED GRAVITY -    980,418.8   (mgal)                       NAVD 88
 AI2556
 AI2556  VERT ORDER      -  FIRST     CLASS II
 AI2556
 AI2556.The horizontal coordinates were scaled from a map and have
 AI2556.an estimated accuracy of +/- 6 seconds.
 AI2556
 AI2556.The orthometric height was determined by differential leveling and
 AI2556.adjusted by the NATIONAL GEODETIC SURVEY
 AI2556.in April 2000.
 AI2556
 AI2556.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2556.GEOID18 height accuracy estimate available here.
 AI2556
 AI2556.Click photographs - Photos may exist for this station.
 AI2556
 AI2556.The dynamic height is computed by dividing the NAVD 88
 AI2556.geopotential number by the normal gravity value computed on the
 AI2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2556.degrees latitude (g = 980.6199 gals.).
 AI2556
 AI2556.The modeled gravity was interpolated from observed gravity values.
 AI2556
 AI2556;                    North         East    Units  Estimated Accuracy
 AI2556;SPC SD N     -   192,420.      382,040.      MT  (+/- 180 meters Scaled)
 AI2556
 AI2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL724443(NAD 83)
 AI2556
 AI2556                          SUPERSEDED SURVEY CONTROL
 AI2556
 AI2556.No superseded survey control is available for this station.
 AI2556
 AI2556_MARKER: DZ = AZIMUTH MARK DISK
 AI2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2556_STAMPING: STROOL 1952
 AI2556_MARK LOGO: CGS
 AI2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2556+STABILITY: SURFACE MOTION
 AI2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2556+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AI2556
 AI2556  HISTORY     - Date     Condition        Report By
 AI2556  HISTORY     - 1952     MONUMENTED       CGS
 AI2556  HISTORY     - 19990527 GOOD             NGS
 AI2556
 AI2556                          STATION DESCRIPTION
 AI2556
 AI2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2556'23.1 KM (14.35 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 AI2556'OFFICE IN REVA, 443.8 M (1456.0 FT) WEST OF MILEPOST 67, 22.3 M (73.2
 AI2556'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AI2556'THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A UTILITY POLE, 0.4 M (1.3 FT)
 AI2556'WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 AI2556'BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY LEASED BY
 AI2556'RICHARD PECK, P.O. BOX 366, PRAIRIE CITY, SD 57649.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1194 ***********************************************************************
 PU1194  DESIGNATION -  STURGIS
 PU1194  PID         -  PU1194
 PU1194  STATE/COUNTY-  SD/MEADE
 PU1194  COUNTRY     -  US
 PU1194  USGS QUAD   -  VOLUNTEER (2017)
 PU1194
 PU1194                         *CURRENT SURVEY CONTROL
 PU1194  ______________________________________________________________________
 PU1194* NAD 83(1986) POSITION- 44 31 03.     (N) 103 12 22.     (W)   SCALED
 PU1194* NAVD 88 ORTHO HEIGHT -   850.691 (meters)     2790.98  (feet) POSTED
 PU1194  ______________________________________________________________________
 PU1194  GEOID HEIGHT    -        -16.767 (meters)                     GEOID18
 PU1194  DYNAMIC HEIGHT  -        850.46  (meters)     2790.2   (feet) COMP
 PU1194  MODELED GRAVITY -    980,317.8   (mgal)                       NAVD 88
 PU1194
 PU1194  VERT ORDER      -  * POSTED, SEE BELOW
 PU1194
 PU1194.The horizontal coordinates were scaled from a map and have
 PU1194.an estimated accuracy of +/- 6 seconds.
 PU1194
 PU1194.The orthometric height was determined by differential leveling
 PU1194.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PU1194
 PU1194.* This is a POSTED BENCH MARK height.
 PU1194
 PU1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1194.GEOID18 height accuracy estimate available here.
 PU1194
 PU1194.Click photographs - Photos may exist for this station.
 PU1194
 PU1194.The dynamic height is computed by dividing the NAVD 88
 PU1194.geopotential number by the normal gravity value computed on the
 PU1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1194.degrees latitude (g = 980.6199 gals.).
 PU1194
 PU1194.The modeled gravity was interpolated from observed gravity values.
 PU1194
 PU1194;                    North         East    Units  Estimated Accuracy
 PU1194;SPC SD N     -    81,070.      345,170.      MT  (+/- 180 meters Scaled)
 PU1194
 PU1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK425309(NAD 83)
 PU1194
 PU1194                          SUPERSEDED SURVEY CONTROL
 PU1194
 PU1194  NGVD 29 (??/??/92)  850.30   (m)         2789.7    (f) COMPUTED    2 0
 PU1194
 PU1194.Superseded values are not recommended for survey control.
 PU1194
 PU1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1194.See file dsdata.pdf to determine how the superseded data were derived.
 PU1194
 PU1194_MARKER: P = PIPE CAP
 PU1194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1194_STAMPING: 2793
 PU1194_MARK LOGO: USGS
 PU1194_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1194
 PU1194  HISTORY     - Date     Condition        Report By
 PU1194  HISTORY     - 1904     MONUMENTED       USGS
 PU1194  HISTORY     - 1934     GOOD             CGS
 PU1194  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1194
 PU1194                          STATION DESCRIPTION
 PU1194
 PU1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1194'20.2 MI E FROM STURGIS.
 PU1194'20.2 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1194'AT STURGIS, 2 MILES NORTH ALONG A ROAD FROM THE HIGHWAY, 190 FEET
 PU1194'NORTHWEST OF THE CENTERLINE OF THE ROAD AT A CURVE, 40 FEET
 PU1194'SOUTHWEST OF THE CROSSROADS AT THE CORNER OF SECS. 1, 6, 31, AND
 PU1194'36, AND AT THE CORNER OF SECS. 12, 13, 7, AND 18, T 6 N, RS 7 AND
 PU1194'8 E.  A USGS STANDARD CAP, RIVETED ON TOP OF A 3-1/2-INCH IRON
 PU1194'PIPE.
 PU1194
 PU1194                          STATION RECOVERY (1963)
 PU1194
 PU1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1640 ***********************************************************************
 PU1640  DESIGNATION -  STURGIS
 PU1640  PID         -  PU1640
 PU1640  STATE/COUNTY-  SD/MEADE
 PU1640  COUNTRY     -  US
 PU1640  USGS QUAD   -  STURGIS (2017)
 PU1640
 PU1640                         *CURRENT SURVEY CONTROL
 PU1640  ______________________________________________________________________
 PU1640* NAD 83(1986) POSITION- 44 24 47.51   (N) 103 30 53.84   (W)   HD_HELD1
 PU1640* NAVD 88 ORTHO HEIGHT -  1049.095 (meters)     3441.91  (feet) ADJUSTED
 PU1640  ______________________________________________________________________
 PU1640  GEOID HEIGHT    -        -15.249 (meters)                     GEOID18
 PU1640  DYNAMIC HEIGHT  -       1048.756 (meters)     3440.79  (feet) COMP
 PU1640  MODELED GRAVITY -    980,258.3   (mgal)                       NAVD 88
 PU1640
 PU1640  VERT ORDER      -  FIRST     CLASS II
 PU1640
 PU1640.The horizontal coordinates were determined by differentially corrected
 PU1640.hand held GPS observations or other comparable positioning techniques
 PU1640.and have an estimated accuracy of +/- 3 meters.
 PU1640
 PU1640.The orthometric height was determined by differential leveling and
 PU1640.adjusted by the NATIONAL GEODETIC SURVEY
 PU1640.in September 1993.
 PU1640
 PU1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1640.GEOID18 height accuracy estimate available here.
 PU1640
 PU1640.Click photographs - Photos may exist for this station.
 PU1640
 PU1640.The dynamic height is computed by dividing the NAVD 88
 PU1640.geopotential number by the normal gravity value computed on the
 PU1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1640.degrees latitude (g = 980.6199 gals.).
 PU1640
 PU1640.The modeled gravity was interpolated from observed gravity values.
 PU1640
 PU1640;                    North         East    Units  Estimated Accuracy
 PU1640;SPC SD N     -    70,512.7     320,130.5     MT  (+/- 3 meters HH1 GPS) 
 PU1640
 PU1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1823318839(NAD 83)
 PU1640
 PU1640                          SUPERSEDED SURVEY CONTROL
 PU1640
 PU1640  NAVD 88 (06/15/91) 1049.087  (m)         3441.88   (f) SUPERSEDED  1 2
 PU1640  NGVD 29 (??/??/92) 1048.567  (m)         3440.17   (f) ADJ UNCH    1 2
 PU1640
 PU1640.Superseded values are not recommended for survey control.
 PU1640
 PU1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1640.See file dsdata.pdf to determine how the superseded data were derived.
 PU1640
 PU1640_MARKER: DB = BENCH MARK DISK
 PU1640_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1640+WITH SETTING: PAVEMENT
 PU1640_SP_SET: LANDING
 PU1640_STAMPING: STURGIS 1933
 PU1640_MARK LOGO: CGS
 PU1640_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1640+STABILITY: SURFACE MOTION
 PU1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1640+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1640
 PU1640  HISTORY     - Date     Condition        Report By
 PU1640  HISTORY     - 1933     MONUMENTED       CGS
 PU1640  HISTORY     - 1962     GOOD             CGS
 PU1640  HISTORY     - 1963     GOOD             CGS
 PU1640  HISTORY     - 19910819 GOOD             NGS
 PU1640  HISTORY     - 19950513 GOOD             NGS
 PU1640  HISTORY     - 20120801 MARK NOT FOUND   INDIV
 PU1640
 PU1640                          STATION DESCRIPTION
 PU1640
 PU1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1640'0.8 MI SE FROM STURGIS.
 PU1640'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 14 A FROM THE CHICAGO AND
 PU1640'NORTH WESTERN RAILWAY STATION AT STURGIS, THENCE 0.15 MILE SOUTH
 PU1640'ALONG 4TH STREET, AT THE STURGIS PUBLIC SCHOOL BUILDING, 167 FEET
 PU1640'EAST OF THE CENTER LINE OF 4TH STREET, 103 FEET SOUTH OF THE
 PU1640'CENTER LINE OF SHERMAN STREET, AT NORTH ENTRANCE TO THE SCHOOL
 PU1640'BUILDING, 7 FEET EAST OF THE CENTER LINE OF THE ENTRANCE, 7 INCHES
 PU1640'NORTH OF THE NORTH FACE OF THE BUILDING, AND SET IN THE TOP OF
 PU1640'THE SOUTHEAST CORNER OF THE CONCRETE LANDING.
 PU1640
 PU1640                          STATION RECOVERY (1963)
 PU1640
 PU1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1640'RECOVERED IN GOOD CONDITION.
 PU1640
 PU1640                          STATION RECOVERY (1991)
 PU1640
 PU1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1640'IN STURGIS, AT THE INTERSECTION OF SHERMAN AND 4TH STREETS, NEAR THE
 PU1640'SOUTHEAST CORNER OF A CONCRETE LANDING AT THE NORTH ENTRANCE TO A
 PU1640'SCHOOL, 52.4 M (171.9 FT) EAST OF THE CENTER OF 4TH STREET, 32.1 M
 PU1640'(105.3 FT) SOUTH OF THE CENTER OF SHERMAN STREET, 2.3 M (7.5 FT) EAST
 PU1640'OF THE CENTER OF THE NORTH ENTRANCE DOOR, AND 0.2 M (0.7 FT) NORTH OF
 PU1640'THE NORTH FACE OF THE BUILDING.  NOTE--THE LANDING SHOWS SIGNS OF
 PU1640'MOVEMENT, USE WITH CAUTION.
 PU1640
 PU1640                          STATION RECOVERY (1995)
 PU1640
 PU1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1640'IN STURGIS, AT THE INTERSECTION OF SHERMAN AND 4TH STREETS, NEAR THE
 PU1640'SOUTHEAST CORNER OF A CONCRETE LANDING AT THE NORTH ENTRANCE TO THE
 PU1640'STURGIS ELEMENTARY SCHOOL, 52.4 M (171.9 FT) EAST OF THE CENTER OF 4TH
 PU1640'STREET, 32.1 M (105.3 FT) SOUTH OF THE CENTER OF SHERMAN STREET, 2.3 M
 PU1640'(7.5 FT) EAST OF THE CENTER OF THE DOOR INTO THE BUILDING, 1.0 M (3.3
 PU1640'FT) ABOVE THE LEVEL OF SHERMAN STREET, AND 0.2 M (0.7 FT) NORTH OF THE
 PU1640'NORTH FACE OF THE BUILDING.
 PU1640
 PU1640                          STATION RECOVERY (2012)
 PU1640
 PU1640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1640'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1461 ***********************************************************************
 PU1461  DESIGNATION -  STURGIS
 PU1461  PID         -  PU1461
 PU1461  STATE/COUNTY-  SD/MEADE
 PU1461  COUNTRY     -  US
 PU1461  USGS QUAD   -  FORT MEADE (2017)
 PU1461
 PU1461                         *CURRENT SURVEY CONTROL
 PU1461  ______________________________________________________________________
 PU1461* NAD 83(1996) POSITION- 44 24 57.61128(N) 103 29 35.91013(W)   ADJUSTED
 PU1461* NAVD 88 ORTHO HEIGHT -  1076.308 (meters)     3531.19  (feet) ADJUSTED
 PU1461  ______________________________________________________________________
 PU1461  GEOID HEIGHT    -        -15.369 (meters)                     GEOID18
 PU1461  LAPLACE CORR    -        -12.55  (seconds)                    DEFLEC18
 PU1461  DYNAMIC HEIGHT  -       1075.960 (meters)     3530.05  (feet) COMP
 PU1461  MODELED GRAVITY -    980,257.4   (mgal)                       NAVD 88
 PU1461
 PU1461  HORZ ORDER      -  THIRD
 PU1461  VERT ORDER      -  SECOND    CLASS 0
 PU1461
 PU1461.The horizontal coordinates were established by classical geodetic methods
 PU1461.and adjusted by the National Geodetic Survey in January 1998.
 PU1461
 PU1461.The orthometric height was determined by differential leveling and
 PU1461.adjusted by the NATIONAL GEODETIC SURVEY
 PU1461.in June 1991.
 PU1461
 PU1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1461.GEOID18 height accuracy estimate available here.
 PU1461
 PU1461.Click photographs - Photos may exist for this station.
 PU1461
 PU1461.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1461
 PU1461.The dynamic height is computed by dividing the NAVD 88
 PU1461.geopotential number by the normal gravity value computed on the
 PU1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1461.degrees latitude (g = 980.6199 gals.).
 PU1461
 PU1461.The modeled gravity was interpolated from observed gravity values.
 PU1461
 PU1461. The following values were computed from the NAD 83(1996) position.
 PU1461
 PU1461;                    North         East     Units Scale Factor Converg.
 PU1461;SPC SD N     -    70,749.637   321,866.436   MT  1.00000013   -2 28 20.5
 PU1461;SPC SD N     -   232,117.77  1,055,990.13   sFT  1.00000013   -2 28 20.5
 PU1461;UTM  13      - 4,919,183.004   619,950.740   MT  0.99977694   +1 03 16.6
 PU1461
 PU1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1461!SPC SD N     -   0.99983368  x   1.00000013  =   0.99983381
 PU1461!UTM  13      -   0.99983368  x   0.99977694  =   0.99961065
 PU1461
 PU1461:                Primary Azimuth Mark                     Grid Az
 PU1461:SPC SD N     -  STURGIS AZ MK RESET                      009 20 39.9
 PU1461:UTM  13      -  STURGIS AZ MK RESET                      005 49 02.8
 PU1461
 PU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1995019183(NAD 83)
 PU1461
 PU1461|---------------------------------------------------------------------|
 PU1461| PID    Reference Object                     Distance      Geod. Az  |
 PU1461|                                                           dddmmss.s |
 PU1461| CQ4155 STURGIS AZ MK                                      0063457.9 |
 PU1461| PU1458 STURGIS AZ MK RESET                                0065219.4 |
 PU1461| PU1460 STURGIS RM 1                          7.784 METERS 03948     |
 PU1461| PU1462 STURGIS RM 2                          8.519 METERS 31315     |
 PU1461|---------------------------------------------------------------------|
 PU1461
 PU1461                          SUPERSEDED SURVEY CONTROL
 PU1461
 PU1461  NAD 83(1993)-  44 24 57.60412(N)    103 29 35.91215(W) AD(       ) 3
 PU1461  NAD 83(1986)-  44 24 57.59929(N)    103 29 35.90872(W) AD(       ) 3
 PU1461  NAD 27      -  44 24 57.65900(N)    103 29 34.22510(W) AD(       ) 3
 PU1461  NGVD 29 (??/??/92) 1075.789  (m)         3529.48   (f) ADJ UNCH    2 0
 PU1461  NGVD 29            1075.79   (m)         3529.5    (f) LEVELING    3  
 PU1461
 PU1461.Superseded values are not recommended for survey control.
 PU1461
 PU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1461.See file dsdata.pdf to determine how the superseded data were derived.
 PU1461
 PU1461_MARKER: DS = TRIANGULATION STATION DISK
 PU1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1461_STAMPING: STURGIS 1950
 PU1461_MARK LOGO: CGS
 PU1461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1461+STABILITY: SURFACE MOTION
 PU1461
 PU1461  HISTORY     - Date     Condition        Report By
 PU1461  HISTORY     - 1950     MONUMENTED       CGS
 PU1461  HISTORY     - 1962     GOOD             CGS
 PU1461  HISTORY     - 1962     GOOD             CGS
 PU1461  HISTORY     - 19840603 GOOD             NGS
 PU1461
 PU1461                          STATION DESCRIPTION
 PU1461
 PU1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1461'THE STATION IS LOCATED ABOUT 1 MILE EAST OF STURGIS, 96 FEET
 PU1461'SOUTHWEST OF A T-INTERSECTION OF STATE HIGHWAY NO. 79 (EAST-WEST)
 PU1461'AND A DIRT ROAD (SOUTH), 85 FEET WEST OF THE CENTER OF THE DIRT
 PU1461'ROAD, 62 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 79,
 PU1461'AND 6 FEET NORTH OF A WITNESS POST.
 PU1461'
 PU1461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 79
 PU1461'AND 24 NEAR THE NORTH EDGE OF STURGIS, GO FIRST NORTH THEN
 PU1461'EAST ON NO. 79 FOR 1.0 MILE TO THE STATION ON THE RIGHT AS
 PU1461'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 PU1461'FIRST EAST THEN NORTHERLY ON NO. 79 FOR 1.0 MILE TO THE MARK
 PU1461'ON THE RIGHT AS DESCRIBED.
 PU1461'
 PU1461'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PU1461'STURGIS 1950.
 PU1461'
 PU1461'REFERENCE MARK NO. 1 IS 61 FEET WEST OF THE CENTER OF THE DIRT
 PU1461'ROAD, AND 44 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 79.
 PU1461'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED STURGIS NO 1
 PU1461'1950.
 PU1461'
 PU1461'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF THE CENTER OF STATE
 PU1461'HIGHWAY NO. 79.  IT PROJECTS 8 INCHES, AND THE DISK IS
 PU1461'STAMPED STURGIS NO 2 1950.
 PU1461'
 PU1461'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF A CURVE OF
 PU1461'STATE HIGHWAY NO. 79, 3.5 FEET WESTERLY OF AN ELECTRIC FENCE,
 PU1461'AND 2 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 3 INCHES,
 PU1461'AND THE DISK IS STAMPED STURGIS 1950.
 PU1461'
 PU1461'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU1461'CONCRETE CYLINDERS.
 PU1461
 PU1461                          STATION RECOVERY (1962)
 PU1461
 PU1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1461'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 PU1461'RECOVERED AND ARE IN GOOD CONDITION.  THE ORIGINAL AZIMUTH
 PU1461'MARK WAS DESTROYED.  A NEW AZIMUTH MARK WAS SET NEAR THE
 PU1461'LOCATION OF THE ORIGINAL ONE.  A CROSS MARK WAS STAMPED ON
 PU1461'REFERENCE MARKS 1 AND 2.  A NEW MEASUREMENT WAS TAKEN TO THE
 PU1461'CROSS.
 PU1461'
 PU1461'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF STURGIS ON A FLAT
 PU1461'HILL ON THE SOUTH SIDE OF GRAVELED COUNTY ROAD.
 PU1461'
 PU1461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND
 PU1461'STATE HIGHWAY 34 IN THE NORTH SECTION OF STURGIS.  GO NORTH
 PU1461'ON GRAVELED ROAD FOR 0.15 MILE TO BRIDGE.  CROSS THE BRIDGE AND
 PU1461'FOLLOW THE MAIN GRAVELED ROAD CURVING EAST FOR 0.85 MILE TO THE
 PU1461'TOP OF GRADE TO THE STATION ON THE SOUTH SIDE OF THE ROAD.
 PU1461'
 PU1461'THE STATION MARK IS A STANDARD DISK
 PU1461'STAMPED STURGIS 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU1461'MONUMENT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES
 PU1461'ABOVE THE GROUND.  IT IS 88 FEET SOUTHWEST OF T-JUNCTION OF
 PU1461'GRAVELED ROAD AND DIRT SIDE ROAD, 26 FEET SOUTH OF CUTBANK AND
 PU1461'4 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 PU1461'
 PU1461'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STURGIS
 PU1461'NO 1 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12
 PU1461'INCHES IN DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 PU1461'IT IS 45 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 63 FEET
 PU1461'SOUTHWEST OF T-JUNCTION OF GRAVELED ROAD AND DIRT SIDE ROAD AND
 PU1461'9 FEET SOUTH OF CUTBANK.
 PU1461'
 PU1461'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STURGIS
 PU1461'NO 2 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 PU1461'12 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE
 PU1461'GROUND.  IT IS 46 FEET SOUTH OF THE CENTER OF A GRAVELED
 PU1461'ROAD AND 10 FEET SOUTH OF CUTBANK.
 PU1461'
 PU1461'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STURGIS
 PU1461'1950 RESET 1962 SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PU1461'MONUMENT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE
 PU1461'THE GROUND.  IT IS ABOUT HALF WAY DOWN THE SLOPE OF A HILL AT A
 PU1461'CURVE IN THE ROAD GOING BY THE MARK, 66 FEET SOUTHEAST OF THE
 PU1461'CENTER OF A GRAVELED ROAD, 8 FEET SOUTHEAST OF CUTBANK AND
 PU1461'1.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 PU1461'
 PU1461'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST AND NORTH
 PU1461'FOR 1.2 MILES ON MAIN GRAVELED ROAD TO THE AZIMUTH MARK ON THE
 PU1461'SOUTHERN SIDE OF THE ROAD.
 PU1461
 PU1461                          STATION RECOVERY (1962)
 PU1461
 PU1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1461'1.1 MI NE FROM STURGIS.
 PU1461'1.1 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1461'0.75 MILE EAST OF A RIGHT ANGLE TURN IN THE ROAD, AT THE TOP OF
 PU1461'A HILL, 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25.5 FEET
 PU1461'SOUTHWEST OF THE REFERENCE MARK 1, 77.9 FEET SOUTHEAST OF
 PU1461'REFERENCE MARK 2, 4.0 FEET NORTHWEST OF A WITNESS POST, ABOUT
 PU1461'6 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST
 PU1461'PROJECTING 0.3 FOOT.
 PU1461
 PU1461                          STATION RECOVERY (1984)
 PU1461
 PU1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PU1461'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK 1962 WERE
 PU1461'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED WITH THE
 PU1461'DISK BROKEN OFF AND ONLY THE STEM REMAINING IN THE CONCRETE MONUMENT.
 PU1461'OBSERVATIONS WERE TAKEN TO THE CENTER OF THE STEM. REFERENCE MARK 3
 PU1461'WAS ESTABLISHED AT THIS TIME.  DISTANCES AND DIRECTIONS TO THE
 PU1461'REFEERENCE MARKS AGREED WITH THE 1962 DATA.  NEW DESCRIPTIVE TEXT
 PU1461'FOLLOWS.  THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST-NORTHEAST
 PU1461'OF STURGIS ON A FLAT-TOPPED HILL WHICH OVERLOOKS THE TOWN OF STURGIS.
 PU1461'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 79 AND 34 IN NORTH
 PU1461'STURGIS, GO NORTH ON GRAVELED STREET FOR 0.25 KM (0.15 MI) TO A
 PU1461'BRIDGE.  CONTINUE ON THE GRAVELED ROAD, WHICH CURVES TO THE EAST AND
 PU1461'GOES UPHILL, FOR 1.4 KM (0.85 MI) TO TOP OF THE HILL AND THE STATION
 PU1461'ON THE RIGHT.  THE STATION IS A STANDARD CGS DISK STAMPED STURGIS 1950
 PU1461'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PU1461'DIAMETER RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 26.8
 PU1461'METERS (87.9 FT) SW FROM THE T-JUNCTION OF GRAVELED ROAD AND APPROACH
 PU1461'TO GATE.  7.6 METERS (24.9 FT) S FROM THE CENTER OF GRAVELED ROAD.
 PU1461'12.2 METERS (40.0 FT) W FROM A FENCE.  0.3 METER (1.0 FT) S FROM A
 PU1461'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED
 PU1461'STURGIS NO 1 1950 SET INTO A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 PU1461'IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 13.7
 PU1461'METERS (44.9 FT) S FROM THE CENTER OF ROAD.  7.3 METERS (24.0 FT) W
 PU1461'FROM A FENCE CORNER. REFERENCE MARK NO 2 IS THE STEM OF A DISK WITH A
 PU1461'CROSS STAMPED ON IT, SET INTO AN IRREGULAR SHAPED CONCRETE MONUMENT
 PU1461'WHICH PROJECTS 5 CM, (2 INCHES).  LOCATED 18.3 METERS (60.0 FT) W FROM
 PU1461'A FENCE CORNER.  13.7 METERS (44.9 FT) S FROM THE CENTER OF THE ROAD.
 PU1461'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED STURGIS 1950 NO 3
 PU1461'1984 SET INTO A ROCK OUTCROP 2 METERS (6.6 FT) LARGEST DIMENSION.
 PU1461'LOCATED 27.4 METERS (89.9 FT) S FROM THE CENTER OF THE ROAD.  12.2
 PU1461'METERS (40.0 FT) E FROM THE EDGE OF THE TREES.  AZIMUTH MARK NO 2 IS A
 PU1461'STANDARD CGS DISK STAMPED STURGIS 1950 RESET 1962 SET INTO THE TOP OF
 PU1461'A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 6
 PU1461'INCHES (15 CM) ABOVE THE GROUND.  LOCATED 19.8 METERS (65.0 FT) ESE
 PU1461'FROM THE CENTER OF THE GRAVELED ROAD.  0.45 METER (1.48 FT) S FROM A
 PU1461'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST,
 PU1461'THEN NORTH, ON GRAVELED ROAD FOR 1.9 KM (1.20 MI) TO THE MARK ON THE
 PU1461'RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1458 ***********************************************************************
 PU1458  DESIGNATION -  STURGIS AZ MK RESET
 PU1458  PID         -  PU1458
 PU1458  STATE/COUNTY-  SD/MEADE
 PU1458  COUNTRY     -  US
 PU1458  USGS QUAD   -  FORT MEADE (2017)
 PU1458
 PU1458                         *CURRENT SURVEY CONTROL
 PU1458  ______________________________________________________________________
 PU1458* NAD 83(1986) POSITION- 44 24 58.     (N) 103 29 36.     (W)   SCALED
 PU1458* NAVD 88 ORTHO HEIGHT -  1018.931 (meters)     3342.94  (feet) ADJUSTED
 PU1458  ______________________________________________________________________
 PU1458  GEOID HEIGHT    -        -15.369 (meters)                     GEOID18
 PU1458  DYNAMIC HEIGHT  -       1018.611 (meters)     3341.89  (feet) COMP
 PU1458  MODELED GRAVITY -    980,268.5   (mgal)                       NAVD 88
 PU1458
 PU1458  VERT ORDER      -  SECOND    CLASS 0
 PU1458
 PU1458.The horizontal coordinates were scaled from a map and have
 PU1458.an estimated accuracy of +/- 6 seconds.
 PU1458
 PU1458.The orthometric height was determined by differential leveling and
 PU1458.adjusted by the NATIONAL GEODETIC SURVEY
 PU1458.in June 1991.
 PU1458
 PU1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1458.GEOID18 height accuracy estimate available here.
 PU1458
 PU1458.Click photographs - Photos may exist for this station.
 PU1458
 PU1458.The dynamic height is computed by dividing the NAVD 88
 PU1458.geopotential number by the normal gravity value computed on the
 PU1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1458.degrees latitude (g = 980.6199 gals.).
 PU1458
 PU1458.The modeled gravity was interpolated from observed gravity values.
 PU1458
 PU1458;                    North         East    Units  Estimated Accuracy
 PU1458;SPC SD N     -    70,760.      321,870.      MT  (+/- 180 meters Scaled)
 PU1458
 PU1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK199191(NAD 83)
 PU1458
 PU1458                          SUPERSEDED SURVEY CONTROL
 PU1458
 PU1458  NGVD 29 (??/??/92) 1018.42   (m)         3341.3    (f) COMPUTED    2 0
 PU1458
 PU1458.Superseded values are not recommended for survey control.
 PU1458
 PU1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1458.See file dsdata.pdf to determine how the superseded data were derived.
 PU1458
 PU1458_MARKER: DZ = AZIMUTH MARK DISK
 PU1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1458_STAMPING: STURGIS 1950 RESET 1962
 PU1458_MARK LOGO: CGS
 PU1458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1458+STABILITY: SURFACE MOTION
 PU1458
 PU1458  HISTORY     - Date     Condition        Report By
 PU1458  HISTORY     - 1962     MONUMENTED       CGS
 PU1458  HISTORY     - 19840225 GOOD             NGS
 PU1458
 PU1458                          STATION DESCRIPTION
 PU1458
 PU1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1458'2.2 MI NE FROM STURGIS.
 PU1458'2.2 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1458'ON THE INSIDE OF A LONG CURVE, 0.2 MILE SOUTHWEST OF A TELEPHONE
 PU1458'LINE CROSSING, 0.15 MILE NORTHEAST AND ACROSS ROAD FROM A LARGE
 PU1458'BARN, ON THE WEST END OF AN EAST-WEST RIDGE, 51 FEET EAST OF THE
 PU1458'CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT
 PU1458'10 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU1458'PROJECTING 0.4 FOOT.
 PU1458
 PU1458                          STATION RECOVERY (1984)
 PU1458
 PU1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PU1458'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF STURGIS,
 PU1458'ALONG THE EAST SIDE OF A GRAVELED ROAD.  TO REACH THE STATION FROM THE
 PU1458'JUNCTION OF HIGHWAYS 79 AND 34 IN NORTH STURGIS, GO NORTH ON GRAVELED
 PU1458'STREET FOR 0.25 KM (0.15 MI) TO A BRIDGE.  CONTINUE ON GRAVELED ROAD,
 PU1458'WHICH CURVES TO THE EAST AND GOES UPHILL, FOR 1.4 KM (0.85 MI) TO TOP
 PU1458'OF HILL AND STATION STURGIS 1950 ON THE RIGHT. CONTINUE EAST, THEN
 PU1458'NORTH, ON GRAVELED ROAD FOR 1.9 KM (1.20 MI) TO THE MARK ON THE RIGHT.
 PU1458'THE STATION MARK IS A STANDARD CGS AZIMUTH DISK STAMPED STURGIS 1950
 PU1458'RESET 1962 SET INTO THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE
 PU1458'MONUMENT WHICH PROJECTS 15 CM (6 INCHES) .  IT IS 19.8 M (65.0 FT)
 PU1458'EAST-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 0.45 M (1.48 FT)
 PU1458'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1460 ***********************************************************************
 PU1460  DESIGNATION -  STURGIS RM 1
 PU1460  PID         -  PU1460
 PU1460  STATE/COUNTY-  SD/MEADE
 PU1460  COUNTRY     -  US
 PU1460  USGS QUAD   -  FORT MEADE (2017)
 PU1460
 PU1460                         *CURRENT SURVEY CONTROL
 PU1460  ______________________________________________________________________
 PU1460* NAD 83(1986) POSITION- 44 24 57.81   (N) 103 29 35.68   (W)   HD_HELD1
 PU1460* NAVD 88 ORTHO HEIGHT -  1076.166 (meters)     3530.72  (feet) ADJUSTED
 PU1460  ______________________________________________________________________
 PU1460  GEOID HEIGHT    -        -15.370 (meters)                     GEOID18
 PU1460  DYNAMIC HEIGHT  -       1075.818 (meters)     3529.58  (feet) COMP
 PU1460  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 PU1460
 PU1460  VERT ORDER      -  SECOND    CLASS 0
 PU1460
 PU1460.The horizontal coordinates were determined by differentially corrected
 PU1460.hand held GPS observations or other comparable positioning techniques
 PU1460.and have an estimated accuracy of +/- 3 meters.
 PU1460
 PU1460.The orthometric height was determined by differential leveling and
 PU1460.adjusted by the NATIONAL GEODETIC SURVEY
 PU1460.in June 1991.
 PU1460
 PU1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1460.GEOID18 height accuracy estimate available here.
 PU1460
 PU1460.Click photographs - Photos may exist for this station.
 PU1460
 PU1460.The dynamic height is computed by dividing the NAVD 88
 PU1460.geopotential number by the normal gravity value computed on the
 PU1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1460.degrees latitude (g = 980.6199 gals.).
 PU1460
 PU1460.The modeled gravity was interpolated from observed gravity values.
 PU1460
 PU1460;                    North         East    Units  Estimated Accuracy
 PU1460;SPC SD N     -    70,755.5     321,871.8     MT  (+/- 3 meters HH1 GPS) 
 PU1460
 PU1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1995519189(NAD 83)
 PU1460
 PU1460                          SUPERSEDED SURVEY CONTROL
 PU1460
 PU1460  NGVD 29 (??/??/92) 1075.647  (m)         3529.02   (f) ADJ UNCH    2 0
 PU1460
 PU1460.Superseded values are not recommended for survey control.
 PU1460
 PU1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1460.See file dsdata.pdf to determine how the superseded data were derived.
 PU1460
 PU1460_MARKER: DR = REFERENCE MARK DISK
 PU1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1460_STAMPING: STURIGS NO 1 1950
 PU1460_MARK LOGO: CGS
 PU1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1460+STABILITY: SURFACE MOTION
 PU1460
 PU1460  HISTORY     - Date     Condition        Report By
 PU1460  HISTORY     - 1950     MONUMENTED       CGS
 PU1460  HISTORY     - 1962     GOOD             CGS
 PU1460
 PU1460                          STATION DESCRIPTION
 PU1460
 PU1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1460'1.1 MI NE FROM STURGIS.
 PU1460'1.1 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1460'0.75 MILE EAST OF A RIGHT ANGLE TURN IN THE ROAD, ON TOP OF A
 PU1460'HILL, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25.5 FEET
 PU1460'NORTHEAST OF THE STATION, ABOUT 6 FEET HIGHER THAN THE ROAD AND
 PU1460'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1462 ***********************************************************************
 PU1462  DESIGNATION -  STURGIS RM 2
 PU1462  PID         -  PU1462
 PU1462  STATE/COUNTY-  SD/MEADE
 PU1462  COUNTRY     -  US
 PU1462  USGS QUAD   -  FORT MEADE (2017)
 PU1462
 PU1462                         *CURRENT SURVEY CONTROL
 PU1462  ______________________________________________________________________
 PU1462* NAD 83(1986) POSITION- 44 24 57.80   (N) 103 29 36.19   (W)   HD_HELD1
 PU1462* NAVD 88 ORTHO HEIGHT -  1076.475 (meters)     3531.74  (feet) ADJUSTED
 PU1462  ______________________________________________________________________
 PU1462  GEOID HEIGHT    -        -15.369 (meters)                     GEOID18
 PU1462  DYNAMIC HEIGHT  -       1076.127 (meters)     3530.59  (feet) COMP
 PU1462  MODELED GRAVITY -    980,257.3   (mgal)                       NAVD 88
 PU1462
 PU1462  VERT ORDER      -  SECOND    CLASS 0
 PU1462
 PU1462.The horizontal coordinates were determined by differentially corrected
 PU1462.hand held GPS observations or other comparable positioning techniques
 PU1462.and have an estimated accuracy of +/- 3 meters.
 PU1462
 PU1462.The orthometric height was determined by differential leveling and
 PU1462.adjusted by the NATIONAL GEODETIC SURVEY
 PU1462.in June 1991.
 PU1462
 PU1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1462.GEOID18 height accuracy estimate available here.
 PU1462
 PU1462.Click photographs - Photos may exist for this station.
 PU1462
 PU1462.The dynamic height is computed by dividing the NAVD 88
 PU1462.geopotential number by the normal gravity value computed on the
 PU1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1462.degrees latitude (g = 980.6199 gals.).
 PU1462
 PU1462.The modeled gravity was interpolated from observed gravity values.
 PU1462
 PU1462;                    North         East    Units  Estimated Accuracy
 PU1462;SPC SD N     -    70,755.7     321,860.5     MT  (+/- 3 meters HH1 GPS) 
 PU1462
 PU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1994419188(NAD 83)
 PU1462
 PU1462                          SUPERSEDED SURVEY CONTROL
 PU1462
 PU1462  NGVD 29 (??/??/92) 1075.956  (m)         3530.03   (f) ADJ UNCH    2 0
 PU1462
 PU1462.Superseded values are not recommended for survey control.
 PU1462
 PU1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1462.See file dsdata.pdf to determine how the superseded data were derived.
 PU1462
 PU1462_MARKER: DR = REFERENCE MARK DISK
 PU1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1462_STAMPING: STURGIS NO 2 1950
 PU1462_MARK LOGO: CGS
 PU1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1462+STABILITY: SURFACE MOTION
 PU1462
 PU1462  HISTORY     - Date     Condition        Report By
 PU1462  HISTORY     - 1950     MONUMENTED       CGS
 PU1462  HISTORY     - 1962     GOOD             CGS
 PU1462
 PU1462                          STATION DESCRIPTION
 PU1462
 PU1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1462'1.1 MI NE FROM STURGIS.
 PU1462'1.1 MILES NORTHEAST ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1462'0.75 MILE EAST OF A RIGHT ANGLE TURN IN THE ROAD, ON TOP OF A
 PU1462'HILL, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 77.9 FEET
 PU1462'NORTHWEST OF THE STATION, ABOUT 6 FEET HIGHER THAN THE ROAD
 PU1462'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1857 ***********************************************************************
 NM1857  DESIGNATION -  STYLE
 NM1857  PID         -  NM1857
 NM1857  STATE/COUNTY-  SD/CLAY
 NM1857  COUNTRY     -  US
 NM1857  USGS QUAD   -  MECKLING (2017)
 NM1857
 NM1857                         *CURRENT SURVEY CONTROL
 NM1857  ______________________________________________________________________
 NM1857* NAD 83(1996) POSITION- 42 49 21.17105(N) 097 02 27.44787(W)   ADJUSTED
 NM1857* NAVD 88 ORTHO HEIGHT -   351.190 (meters)     1152.20  (feet) ADJUSTED
 NM1857  ______________________________________________________________________
 NM1857  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM1857  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 NM1857  DYNAMIC HEIGHT  -        351.087 (meters)     1151.86  (feet) COMP
 NM1857  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 NM1857
 NM1857  HORZ ORDER      -  FIRST
 NM1857  VERT ORDER      -  FIRST     CLASS II
 NM1857
 NM1857.The horizontal coordinates were established by classical geodetic methods
 NM1857.and adjusted by the National Geodetic Survey in January 1998.
 NM1857
 NM1857.The orthometric height was determined by differential leveling and
 NM1857.adjusted by the NATIONAL GEODETIC SURVEY
 NM1857.in June 1994.
 NM1857
 NM1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1857.GEOID18 height accuracy estimate available here.
 NM1857
 NM1857.Click photographs - Photos may exist for this station.
 NM1857
 NM1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1857
 NM1857.The dynamic height is computed by dividing the NAVD 88
 NM1857.geopotential number by the normal gravity value computed on the
 NM1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1857.degrees latitude (g = 980.6199 gals.).
 NM1857
 NM1857.The modeled gravity was interpolated from observed gravity values.
 NM1857
 NM1857. The following values were computed from the NAD 83(1996) position.
 NM1857
 NM1857;                    North         East     Units Scale Factor Converg.
 NM1857;SPC SD S     -    59,683.759   869,164.951   MT  1.00000257   +2 16 16.5
 NM1857;SPC SD S     -   195,812.47  2,851,585.34   sFT  1.00000257   +2 16 16.5
 NM1857;UTM  14      - 4,742,970.597   660,139.472   MT  0.99991550   +1 19 54.8
 NM1857
 NM1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1857!SPC SD S     -   0.99994894  x   1.00000257  =   0.99995151
 NM1857!UTM  14      -   0.99994894  x   0.99991550  =   0.99986445
 NM1857
 NM1857:                Primary Azimuth Mark                     Grid Az
 NM1857:SPC SD S     -  STYLE AZ MK                              019 28 07.2
 NM1857:UTM  14      -  STYLE AZ MK                              020 24 28.9
 NM1857
 NM1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6013942970(NAD 83)
 NM1857
 NM1857|---------------------------------------------------------------------|
 NM1857| PID    Reference Object                     Distance      Geod. Az  |
 NM1857|                                                           dddmmss.s |
 NM1857| NM2145 STYLE AZ MK                                        0214423.7 |
 NM1857| NM1854 VERMILLION UNIV OF S DAK STK        APPROX.10.5 KM 1134653.6 |
 NM1857| NM1852 VERMILLION UNIV OF S DAK TK         APPROX.10.4 KM 1135335.5 |
 NM1857| NM1849 VERMILLION UNIV OF S DAK CUP        APPROX.10.5 KM 1141324.2 |
 NM1857| NM1848 VERMILLION FIRST CONG CH CUP        APPROX.10.4 KM 1171234.2 |
 NM1857| NM1850 VERMILLION MUN L AND P CO STK       APPROX.10.1 KM 1174104.2 |
 NM1857| NM1853 VERMILLION TANK                     APPROX.10.1 KM 1193328.8 |
 NM1857| NM2060 STYLE RM 1                           32.413 METERS 16601     |
 NM1857| TZ5025 STYLE RM 2                           23.845 METERS 26342     |
 NM1857| NM1858 GAYVILLE TANK                       APPROX.13.1 KM 3041129.6 |
 NM1857| NM1859 VOLIN TANK                          APPROX.18.8 KM 3222631.3 |
 NM1857|---------------------------------------------------------------------|
 NM1857
 NM1857                          SUPERSEDED SURVEY CONTROL
 NM1857
 NM1857  NAD 83(1995)-  42 49 21.17121(N)    097 02 27.44778(W) AD(       ) 1
 NM1857  NAD 83(1986)-  42 49 21.17665(N)    097 02 27.43850(W) AD(       ) 1
 NM1857  NAD 27      -  42 49 21.18600(N)    097 02 26.27100(W) AD(       ) 1
 NM1857
 NM1857.Superseded values are not recommended for survey control.
 NM1857
 NM1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1857.See file dsdata.pdf to determine how the superseded data were derived.
 NM1857
 NM1857_MARKER: DS = TRIANGULATION STATION DISK
 NM1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1857_STAMPING: STYLE 1935
 NM1857_MARK LOGO: CGS
 NM1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1857+STABILITY: SURFACE MOTION
 NM1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1857+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2012
 NM1857
 NM1857  HISTORY     - Date     Condition        Report By
 NM1857  HISTORY     - 1935     MONUMENTED       CGS
 NM1857  HISTORY     - 1935     GOOD             CGS
 NM1857  HISTORY     - 1948     GOOD             CGS
 NM1857  HISTORY     - 19930908 GOOD             NGS
 NM1857  HISTORY     - 20120910 GOOD             INDIV
 NM1857
 NM1857                          STATION DESCRIPTION
 NM1857
 NM1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1857'STATION IS IN THE NORTHWEST QUARTER SEC. 6, T. 92 N., R. 52 W.,
 NM1857'ON PROPERTY OWNED BY HENRY TAYLOR, AND RENTED BY D.V. STYLES.
 NM1857'POINT IS ABOUT 6 MILES WEST AND 2 MILES NORTH OF VERMILLION
 NM1857'AND 1-1/2 MILES SOUTH OF MECKLING.  MARK IS SET IN FRONT
 NM1857'FARMYARD OF THE D.V. STYLES HOUSE, 81-1/2 FEET NORTH OF
 NM1857'NORTH SIDE OF HOUSE, 49 FEET SOUTH OF CENTERLINE OF ROAD,
 NM1857'24 FEET WEST OF WEST FENCE OF GARDEN AND ABOUT 0.05 MILE
 NM1857'EAST OF NORTH-SOUTH SECTION-LINE ROAD.  MARK IS FLUSH WITH
 NM1857'GROUND.
 NM1857'
 NM1857'REACHED FROM INTERSECTION OF STATE HIGHWAYS 19 AND 50 AT
 NM1857'WEST EDGE OF VERMILLION BY GOING NORTHWEST ON STATE HIGHWAY
 NM1857'50 FOR 4.95 MILES TO DIRT CROSS ROAD, TURN LEFT AND GO WEST
 NM1857'1 MILE, THENCE LEFT (SOUTH) FOR 0.05 MILE TO FARM ENTRANCE
 NM1857'ON EAST SIDE OF ROAD AND GO 0.05 MILE EAST TO FARMHOUSE AND
 NM1857'STATION.
 NM1857'
 NM1857'REFERENCE MARK NO. 1 IS SET IN SOUTHWEST FENCE CORNER OF
 NM1857'GARDEN, 18 FEET EAST OF SOUTHEAST CORNER OF HOUSE.
 NM1857'
 NM1857'REFERENCE MARK NO. 2 IS SET AT EAST EDGE OF COTTONWOOD TREE
 NM1857'GROVE, AND 60 FEET SOUTH OF CENTERLINE OF ROAD.
 NM1857'
 NM1857'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF STATION ON RAILROAD
 NM1857'RIGHT-OF-WAY.  FROM STATION, GO NORTH 0.6 MILE TO STATE
 NM1857'HIGHWAY 50, TURN RIGHT (SOUTHEAST) AND GO 0.25 MILE TO MARK,
 NM1857'SET 60 FEET NORTHEAST OF CENTERLINE OF STATE HIGHWAY 50
 NM1857'AND 6 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS.
 NM1857'
 NM1857'AZIMUTH AND REFERENCE MARKS PROJECT ABOUT 8 INCHES ABOVE
 NM1857'GROUND.
 NM1857'
 NM1857'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1857
 NM1857                          STATION RECOVERY (1935)
 NM1857
 NM1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1857'RECOVERED IN GOOD CONDITION.
 NM1857
 NM1857                          STATION RECOVERY (1948)
 NM1857
 NM1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1857'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NM1857'CONDITION BUT DUE TO SOME CHANGES IN HOW TO REACH, A NEW
 NM1857'DESCRIPTION FOLLOWS.
 NM1857'
 NM1857'LOCATED ABOUT 6 MILES WEST AND 2 MILES NORTH OF VERMILLION
 NM1857'AND 1-1/2 MILES SOUTH OF MECKLING.  IN THE NORTHWEST 1/4
 NM1857'OF SEC. 6, T. 92 N., R. 52 W.  ON PROPERTY NOW OWNED AND
 NM1857'OCCUPIED BY MR. G.L. IVERSON.  IT IS 81 FEET NORTH OF THE
 NM1857'FARMHOUSE, 49 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 NM1857'THE EAST-WEST ROAD AND 24 FEET WEST OF THE WEST FENCE LINE
 NM1857'OF THE GARDEN.  THE STATION MARK
 NM1857'IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED
 NM1857'STYLES 1935.
 NM1857'
 NM1857'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 18 FEET
 NM1857'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, BETWEEN THE DRIVEWAY
 NM1857'AND THE HOUSE.  THE MARK PROJECTS
 NM1857'ABOUT 2 INCHES AND THE DISC IS STAMPED STYLE NO 1 1935.
 NM1857'
 NM1857'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 60 FEET SOUTH
 NM1857'OF THE CENTERLINE OF THE EAST-WEST ROAD, 3 FEET NORTH OF
 NM1857'A LARGE COTTONWOOD TREE WHICH IS AT THE EAST EDGE OF THE
 NM1857'GROVE.  THE MARK PROJECTS ABOUT 1
 NM1857'INCH AND THE DISC IS STAMPED STYLES NO 2 1935.
 NM1857'
 NM1857'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION.
 NM1857'IT IS ON THE RAILROAD RIGHT-OF-WAY, 6 FEET SOUTH OF THE
 NM1857'SOUTH RAIL AND 60 FEET NORTH OF THE CENTERLINE OF STATE
 NM1857'HIGHWAY 50.  THE MARK PROJECTS
 NM1857'4 INCHES AND THE DISC IS STAMPED STYLE 1935.
 NM1857'
 NM1857'STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 NM1857'50 AND 19, AT THE WEST EDGE OF VERMILLION, BY GOING WESTERLY
 NM1857'ON HIGHWAY 50 FOR 5.7 MILES TO THE AZIMUTH MARK ON THE RIGHT
 NM1857'AS DESCRIBED ABOVE.  CONTINUE WEST FOR 0.3 MILE TO CROSSROADS.
 NM1857'TURN LEFT AND TAKE LEFT FORK, SOUTH, FOR 0.5 MILE TO A
 NM1857'T-INTERSECTION OF ROADS.  TAKE LEFT FORK AND GO EAST 0.05
 NM1857'MILE TO THE ENTRANCE TO THE FARM AND THE STATION SITE IN
 NM1857'THE LAWN NORTH OF THE HOUSE.
 NM1857'
 NM1857'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1857
 NM1857                          STATION RECOVERY (1993)
 NM1857
 NM1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1857'9.1 KM (5.65 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM1857'STATE HIGHWAY 19 IN VERMILLION, THENCE 0.8 KM (0.50 MI) SOUTHERLY
 NM1857'ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A
 NM1857'GRAVELED ROAD, 32.4 M (106.3 FT) NORTH-NORTHWEST OF REFERENCE MARK 1,
 NM1857'20.6 M (67.6 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE,
 NM1857'20.0 M (65.6 FT) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 15.5 M
 NM1857'(50.9 FT) WEST OF THE CENTER OF A DRIVEWAY, 15.3 M (50.2 FT) NORTH OF
 NM1857'THE ROAD CENTER, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW
 NM1857'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BROOK
 NM1857'BYE, RR 3, BOX 117, VERMILLION, SD.  THE ORIGINAL DESCRIPTION STATES
 NM1857'THE DISK WAS STAMPED STYLES, BUT IT IS STAMPED AS ABOVE.
 NM1857
 NM1857                          STATION RECOVERY (2012)
 NM1857
 NM1857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2060 ***********************************************************************
 NM2060  DESIGNATION -  STYLE RM 1
 NM2060  PID         -  NM2060
 NM2060  STATE/COUNTY-  SD/CLAY
 NM2060  COUNTRY     -  US
 NM2060  USGS QUAD   -  MECKLING (2017)
 NM2060
 NM2060                         *CURRENT SURVEY CONTROL
 NM2060  ______________________________________________________________________
 NM2060* NAD 83(1986) POSITION- 42 49 20.15   (N) 097 02 27.10   (W)   HD_HELD1
 NM2060* NAVD 88 ORTHO HEIGHT -   351.490 (meters)     1153.18  (feet) ADJUSTED
 NM2060  ______________________________________________________________________
 NM2060  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 NM2060  DYNAMIC HEIGHT  -        351.388 (meters)     1152.85  (feet) COMP
 NM2060  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 NM2060
 NM2060  VERT ORDER      -  FIRST     CLASS II
 NM2060
 NM2060.The horizontal coordinates were determined by differentially corrected
 NM2060.hand held GPS observations or other comparable positioning techniques
 NM2060.and have an estimated accuracy of +/- 3 meters.
 NM2060
 NM2060.The orthometric height was determined by differential leveling and
 NM2060.adjusted by the NATIONAL GEODETIC SURVEY
 NM2060.in June 1994.
 NM2060
 NM2060.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2060.GEOID18 height accuracy estimate available here.
 NM2060
 NM2060.Click photographs - Photos may exist for this station.
 NM2060
 NM2060.The dynamic height is computed by dividing the NAVD 88
 NM2060.geopotential number by the normal gravity value computed on the
 NM2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2060.degrees latitude (g = 980.6199 gals.).
 NM2060
 NM2060.The modeled gravity was interpolated from observed gravity values.
 NM2060
 NM2060;                    North         East    Units  Estimated Accuracy
 NM2060;SPC SD S     -    59,652.6     869,174.1     MT  (+/- 3 meters HH1 GPS) 
 NM2060
 NM2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6014842939(NAD 83)
 NM2060
 NM2060                          SUPERSEDED SURVEY CONTROL
 NM2060
 NM2060.No superseded survey control is available for this station.
 NM2060
 NM2060_MARKER: DR = REFERENCE MARK DISK
 NM2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2060_STAMPING: STYLE NO 1 1935
 NM2060_MARK LOGO: CGS
 NM2060_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2060+STABILITY: SURFACE MOTION
 NM2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2060+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2012
 NM2060
 NM2060  HISTORY     - Date     Condition        Report By
 NM2060  HISTORY     - 1935     MONUMENTED       CGS
 NM2060  HISTORY     - 19930908 GOOD             NGS
 NM2060  HISTORY     - 20120910 GOOD             INDIV
 NM2060
 NM2060                          STATION DESCRIPTION
 NM2060
 NM2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2060'9.1 KM (5.65 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 NM2060'STATE HIGHWAY 19 IN VERMILLION, THENCE 0.8 KM (0.50 MI) SOUTHERLY
 NM2060'ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A
 NM2060'GRAVELED ROAD, 32.4 M (106.3 FT) SOUTH-SOUTHEAST OF TRIANGULATION
 NM2060'STATION STYLE, 13.0 M (42.7 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 NM2060'A GARAGE, 12.9 M (42.3 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A
 NM2060'HOUSE, 9.3 M (30.5 FT) WEST OF THE CENTER OF A DRIVEWAY, 5.8 M (19.0
 NM2060'FT) EAST OF THE EAST FACE OF A HOUSE, AND THE MONUMENT PROJECTS 0.05
 NM2060'M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 NM2060'PROPERTY OWNED BY BROOK BYE, RR 3, BOX 117, VERMILLION, SD.  THE
 NM2060'ORIGINAL DESCRIPTION STATES THE DISK WAS STAMPED STYLES, BUT IT IS
 NM2060'STAMPED AS ABOVE.
 NM2060
 NM2060                          STATION RECOVERY (2012)
 NM2060
 NM2060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2104 ***********************************************************************
 NM2104  DESIGNATION -  SUB STA
 NM2104  PID         -  NM2104
 NM2104  STATE/COUNTY-  SD/YANKTON
 NM2104  COUNTRY     -  US
 NM2104  USGS QUAD   -  YANKTON (2017)
 NM2104
 NM2104                         *CURRENT SURVEY CONTROL
 NM2104  ______________________________________________________________________
 NM2104* NAD 83(1986) POSITION- 42 54 03.     (N) 097 28 35.     (W)   SCALED
 NM2104* NAVD 88 ORTHO HEIGHT -   423.471 (meters)     1389.34  (feet) ADJUSTED
 NM2104  ______________________________________________________________________
 NM2104  GEOID HEIGHT    -        -25.621 (meters)                     GEOID18
 NM2104  DYNAMIC HEIGHT  -        423.346 (meters)     1388.93  (feet) COMP
 NM2104  MODELED GRAVITY -    980,311.7   (mgal)                       NAVD 88
 NM2104
 NM2104  VERT ORDER      -  FIRST     CLASS II
 NM2104
 NM2104.The horizontal coordinates were scaled from a map and have
 NM2104.an estimated accuracy of +/- 6 seconds.
 NM2104
 NM2104.The orthometric height was determined by differential leveling and
 NM2104.adjusted by the NATIONAL GEODETIC SURVEY
 NM2104.in June 1994.
 NM2104
 NM2104.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2104.GEOID18 height accuracy estimate available here.
 NM2104
 NM2104.Click photographs - Photos may exist for this station.
 NM2104
 NM2104.The dynamic height is computed by dividing the NAVD 88
 NM2104.geopotential number by the normal gravity value computed on the
 NM2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2104.degrees latitude (g = 980.6199 gals.).
 NM2104
 NM2104.The modeled gravity was interpolated from observed gravity values.
 NM2104
 NM2104;                    North         East    Units  Estimated Accuracy
 NM2104;SPC SD S     -    67,060.      833,280.      MT  (+/- 180 meters Scaled)
 NM2104
 NM2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN243509(NAD 83)
 NM2104
 NM2104                          SUPERSEDED SURVEY CONTROL
 NM2104
 NM2104.No superseded survey control is available for this station.
 NM2104
 NM2104_MARKER: DS = TRIANGULATION STATION DISK
 NM2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2104_STAMPING: SUB-STA 1993
 NM2104_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2104+STABILITY: SURFACE MOTION
 NM2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2104+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 NM2104
 NM2104  HISTORY     - Date     Condition        Report By
 NM2104  HISTORY     - 1993     MONUMENTED       SD3070
 NM2104  HISTORY     - 19930908 GOOD             NGS
 NM2104  HISTORY     - 20120320 GOOD             INDIV
 NM2104
 NM2104                          STATION DESCRIPTION
 NM2104
 NM2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2104'6.5 KM (4.05 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM2104'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, THENCE 0.9 KM (0.55 MI)
 NM2104'SOUTHERLY ALONG A GRAVELED ROAD, 102.8 M (337.3 FT) SOUTH OF THE
 NM2104'CENTER OF A PAVED ROAD, 9.0 M (29.5 FT) EAST OF THE ROAD CENTER, 2.7
 NM2104'M (8.9 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT)
 NM2104'WEST OF A WITNESS POST, LEVEL WITH THE GRAVELED ROAD, AND THE
 NM2104'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2104
 NM2104                          STATION RECOVERY (2012)
 NM2104
 NM2104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0374 ***********************************************************************
 OU0374  DESIGNATION -  SULLIVAN
 OU0374  PID         -  OU0374
 OU0374  STATE/COUNTY-  SD/CUSTER
 OU0374  COUNTRY     -  US
 OU0374  USGS QUAD   -  DEWEY (2017)
 OU0374
 OU0374                         *CURRENT SURVEY CONTROL
 OU0374  ______________________________________________________________________
 OU0374* NAD 83(1996) POSITION- 43 35 33.07929(N) 104 00 09.19682(W)   ADJUSTED
 OU0374* NAVD 88 ORTHO HEIGHT -  1513.2   (meters)     4965.    (feet) VERTCON3
 OU0374  ______________________________________________________________________
 OU0374  GEOID HEIGHT    -        -14.255 (meters)                     GEOID18
 OU0374  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 OU0374  HORZ ORDER      -  FIRST
 OU0374
 OU0374.The horizontal coordinates were established by classical geodetic methods
 OU0374.and adjusted by the National Geodetic Survey in January 1998.
 OU0374
 OU0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0374
 OU0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0374.GEOID18 height accuracy estimate available here.
 OU0374
 OU0374.Click photographs - Photos may exist for this station.
 OU0374
 OU0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 OU0374
 OU0374. The following values were computed from the NAD 83(1996) position.
 OU0374
 OU0374;                    North         East     Units Scale Factor Converg.
 OU0374;SPC SD S     -   146,427.982   303,823.023   MT  0.99990697   -2 31 52.4
 OU0374;SPC SD S     -   480,405.80    996,792.70   sFT  0.99990697   -2 31 52.4
 OU0374;SPC WY E     -   344,136.472   294,000.077   MT  1.00004615   +0 48 09.9
 OU0374;SPC WY E     - 1,129,054.41    964,565.25   sFT  1.00004615   +0 48 09.9
 OU0374;UTM  13      - 4,827,100.044   580,514.766   MT  0.99967974   +0 41 16.1
 OU0374
 OU0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0374!SPC SD S     -   0.99976500  x   0.99990697  =   0.99967199
 OU0374!SPC WY E     -   0.99976500  x   1.00004615  =   0.99981114
 OU0374!UTM  13      -   0.99976500  x   0.99967974  =   0.99944482
 OU0374
 OU0374:                Primary Azimuth Mark                     Grid Az
 OU0374:SPC SD S     -  ELK                                      348 19 36.8
 OU0374:SPC WY E     -  ELK                                      344 59 34.5
 OU0374:UTM  13      -  ELK                                      345 06 28.3
 OU0374
 OU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8051427100(NAD 83)
 OU0374
 OU0374|---------------------------------------------------------------------|
 OU0374| PID    Reference Object                     Distance      Geod. Az  |
 OU0374|                                                           dddmmss.s |
 OU0374| OU0375 SULLIVAN BOLT                         4.530 METERS 21030     |
 OU0374| CQ4159 SULLIVAN RM                           4.595 METERS 33230     |
 OU0374| OU0373 ELK                                 APPROX.15.5 KM 3454744.4 |
 OU0374|---------------------------------------------------------------------|
 OU0374
 OU0374                          SUPERSEDED SURVEY CONTROL
 OU0374
 OU0374  NAD 83(1995)-  43 35 33.07606(N)    104 00 09.19573(W) AD(       ) 1
 OU0374  NAD 83(1993)-  43 35 33.07447(N)    104 00 09.19757(W) AD(       ) 1
 OU0374  NAD 83(1986)-  43 35 33.06606(N)    104 00 09.17580(W) AD(       ) 1
 OU0374  NAD 27      -  43 35 33.15600(N)    104 00 07.42800(W) AD(       ) 1
 OU0374  USSD        -  43 35 33.57300(N)    104 00 07.12700(W) AD(       ) 3
 OU0374  NGVD 29 (07/19/86) 1512.6    (m)         4963.     (f) VERT ANG       
 OU0374
 OU0374.Superseded values are not recommended for survey control.
 OU0374
 OU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0374.See file dsdata.pdf to determine how the superseded data were derived.
 OU0374
 OU0374_MARKER: DS = TRIANGULATION STATION DISK
 OU0374_SETTING: 66 = SET IN ROCK OUTCROP
 OU0374_MARK LOGO: CGS
 OU0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0374+STABILITY: POSITION/ELEVATION WELL
 OU0374
 OU0374  HISTORY     - Date     Condition        Report By
 OU0374  HISTORY     - 1912     MONUMENTED       CGS
 OU0374
 OU0374                          STATION DESCRIPTION
 OU0374
 OU0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0374'ABOUT 4-1/2 MILES NORTHWEST OF DEWEY, AND 3 MILES BY ROAD
 OU0374'NORTHWEST OF SULLIVAN RANCH, AT SOUTH END OF ELK MOUNTAINS,
 OU0374'ON HIGHEST POINT OF SPARSELY TIMBERED PEAK KNOWN LOCALLY AS
 OU0374'SULLIVAN PEAK.  MARKED BY STANDARD STATION DISK IN SOLID ROCK.
 OU0374'REFERENCE MARK IS 1-INCH DRILL HOLE IN SOLID ROCK 0.72 METER
 OU0374'(2.4 FEET) BELOW STATION, AND 4.595 METERS (15.08 FEET) FROM
 OU0374'STATION N 27 DEG 30 MIN W.  STATION SULLIVAN
 OU0374'(U.S.G.S.), MARKED BY COPPER BOLT, IS 0.4 METER (1.3 FEET)
 OU0374'ABOVE STATION, AND 4.53 METERS (14.9 FEET) FROM STATION S 30 DEG
 OU0374'30 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0375 ***********************************************************************
 OU0375  DESIGNATION -  SULLIVAN BOLT
 OU0375  PID         -  OU0375
 OU0375  STATE/COUNTY-  SD/CUSTER
 OU0375  COUNTRY     -  US
 OU0375  USGS QUAD   -  DEWEY (2017)
 OU0375
 OU0375                         *CURRENT SURVEY CONTROL
 OU0375  ______________________________________________________________________
 OU0375* NAD 83(1996) POSITION- 43 35 32.95281(N) 104 00 09.29930(W)   ADJUSTED
 OU0375* NAVD 88 ORTHO HEIGHT -  1513.6   (meters)     4966.    (feet) VERTCON3
 OU0375  ______________________________________________________________________
 OU0375  GEOID HEIGHT    -        -14.255 (meters)                     GEOID18
 OU0375  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 OU0375  HORZ ORDER      -  SECOND
 OU0375
 OU0375.The horizontal coordinates were established by classical geodetic methods
 OU0375.and adjusted by the National Geodetic Survey in January 1998.
 OU0375
 OU0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0375
 OU0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0375.GEOID18 height accuracy estimate available here.
 OU0375
 OU0375.Click photographs - Photos may exist for this station.
 OU0375
 OU0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 OU0375
 OU0375. The following values were computed from the NAD 83(1996) position.
 OU0375
 OU0375;                    North         East     Units Scale Factor Converg.
 OU0375;SPC SD S     -   146,424.184   303,820.554   MT  0.99990697   -2 31 52.5
 OU0375;SPC SD S     -   480,393.34    996,784.60   sFT  0.99990697   -2 31 52.5
 OU0375;SPC WY E     -   344,132.536   293,997.833   MT  1.00004614   +0 48 09.8
 OU0375;SPC WY E     - 1,129,041.50    964,557.89   sFT  1.00004614   +0 48 09.8
 OU0375;UTM  13      - 4,827,096.114   580,512.514   MT  0.99967973   +0 41 16.0
 OU0375
 OU0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0375!SPC SD S     -   0.99976494  x   0.99990697  =   0.99967193
 OU0375!SPC WY E     -   0.99976494  x   1.00004614  =   0.99981107
 OU0375!UTM  13      -   0.99976494  x   0.99967973  =   0.99944474
 OU0375
 OU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8051227096(NAD 83)
 OU0375
 OU0375                          SUPERSEDED SURVEY CONTROL
 OU0375
 OU0375  NAD 83(1995)-  43 35 32.94958(N)    104 00 09.29820(W) AD(       ) 2
 OU0375  NAD 83(1993)-  43 35 32.94799(N)    104 00 09.30005(W) AD(       ) 2
 OU0375  NAD 83(1986)-  43 35 32.93958(N)    104 00 09.27828(W) AD(       ) 2
 OU0375  NAD 27      -  43 35 33.03000(N)    104 00 07.53000(W) AD(       ) 2
 OU0375  USSD        -  43 35 33.44700(N)    104 00 07.22900(W) AD(       ) 3
 OU0375  NGVD 29 (07/19/86) 1513.0    (m)         4964.     (f) VERT ANG       
 OU0375
 OU0375.Superseded values are not recommended for survey control.
 OU0375
 OU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0375.See file dsdata.pdf to determine how the superseded data were derived.
 OU0375
 OU0375_MARKER: B = BOLT
 OU0375_SETTING: 66 = SET IN ROCK OUTCROP
 OU0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0375+STABILITY: POSITION/ELEVATION WELL
 OU0375
 OU0375  HISTORY     - Date     Condition        Report By
 OU0375  HISTORY     - 1912     MONUMENTED       USGS
 OU0375
 OU0375                          STATION DESCRIPTION
 OU0375
 OU0375'DESCRIBED BY US GEOLOGICAL SURVEY 1912 (CVH)
 OU0375'A COPPER BOLT, ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY IN 1898,
 OU0375'4.53 METERS (14.9 FEET) FROM STATION SULLIVAN (SEE DESCRIPTION
 OU0375'THEREOF) S 30 DEG 30 MIN W.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0981 ***********************************************************************
 PT0981  DESIGNATION -  SULLY
 PT0981  PID         -  PT0981
 PT0981  STATE/COUNTY-  SD/SULLY
 PT0981  COUNTRY     -  US
 PT0981  USGS QUAD   -  SULLY LAKE (2017)
 PT0981
 PT0981                         *CURRENT SURVEY CONTROL
 PT0981  ______________________________________________________________________
 PT0981* NAD 83(1996) POSITION- 44 43 19.89692(N) 100 09 43.67035(W)   ADJUSTED
 PT0981* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PT0981  ______________________________________________________________________
 PT0981  GEOID HEIGHT    -        -22.971 (meters)                     GEOID18
 PT0981  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 PT0981  HORZ ORDER      -  THIRD
 PT0981
 PT0981.The horizontal coordinates were established by classical geodetic methods
 PT0981.and adjusted by the National Geodetic Survey in January 1998.
 PT0981
 PT0981.The orthometric height was scaled from a topographic map.
 PT0981
 PT0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0981.GEOID18 height accuracy estimate available here.
 PT0981
 PT0981.Click photographs - Photos may exist for this station.
 PT0981
 PT0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0981
 PT0981. The following values were computed from the NAD 83(1996) position.
 PT0981
 PT0981;                    North         East     Units Scale Factor Converg.
 PT0981;SPC SD N     -    98,784.828   587,155.468   MT  0.99995551   -0 06 53.1
 PT0981;SPC SD N     -   324,096.56  1,926,359.23   sFT  0.99995551   -0 06 53.1
 PT0981;UTM  14      - 4,952,747.217   407,964.729   MT  0.99970416   -0 49 04.1
 PT0981
 PT0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0981!SPC SD N     -   0.99991512  x   0.99995551  =   0.99987063
 PT0981!UTM  14      -   0.99991512  x   0.99970416  =   0.99961931
 PT0981
 PT0981:                Primary Azimuth Mark                     Grid Az
 PT0981:SPC SD N     -  SULLY AZ MK                              181 52 03.6
 PT0981:UTM  14      -  SULLY AZ MK                              182 34 14.6
 PT0981
 PT0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0796452747(NAD 83)
 PT0981
 PT0981|---------------------------------------------------------------------|
 PT0981| PID    Reference Object                     Distance      Geod. Az  |
 PT0981|                                                           dddmmss.s |
 PT0981| PT0970 AGAR MUNICIPAL TANK                 APPROX.14.7 KM 0280648.7 |
 PT0981| PT0978 ONIDA MUNICIPAL TANK                APPROX. 7.7 KM 1010431.1 |
 PT0981| CO6203 SULLY RM 1                           14.196 METERS 13950     |
 PT0981| CO6202 SULLY AZ MK                                        1814510.5 |
 PT0981| CO6204 SULLY RM 2                           15.205 METERS 24600     |
 PT0981|---------------------------------------------------------------------|
 PT0981
 PT0981                          SUPERSEDED SURVEY CONTROL
 PT0981
 PT0981  NAD 83(1986)-  44 43 19.89144(N)    100 09 43.67431(W) AD(       ) 3
 PT0981  NAD 27      -  44 43 19.95400(N)    100 09 42.21800(W) AD(       ) 3
 PT0981
 PT0981.Superseded values are not recommended for survey control.
 PT0981
 PT0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0981.See file dsdata.pdf to determine how the superseded data were derived.
 PT0981
 PT0981_MARKER: DS = TRIANGULATION STATION DISK
 PT0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0981_STAMPING: SULLY 1951
 PT0981_MARK LOGO: CGS
 PT0981_PROJECTION: FLUSH
 PT0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0981+STABILITY: SURFACE MOTION
 PT0981
 PT0981  HISTORY     - Date     Condition        Report By
 PT0981  HISTORY     - 1951     MONUMENTED       CGS
 PT0981
 PT0981                          STATION DESCRIPTION
 PT0981
 PT0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PT0981'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF
 PT0981'AGAR, 4-1/4 MILES WEST-NORTHWEST OF ONIDA AND NEAR THE CENTER
 PT0981'OF UNUSED SECTION LINE CROSSROADS.  IT IS 53 FEET SOUTH-SOUTHWEST
 PT0981'OF THE SOUTHWEST FENCE CORNER OF SECTION, 47 FEET EAST-NORTHEAST
 PT0981'OF THE NORTHEAST FENCE CORNER OF SECTION AND 12 FEET
 PT0981'SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE
 PT0981'SURFACE OF THE GROUND AND THE DISK IS STAMPED SULLY 1951.
 PT0981'
 PT0981'REFERENCE MARK NO. 1 IS 12 FEET EAST OF THE NORTHWEST FENCE
 PT0981'CORNER OF SECTION AND 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 PT0981'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT0981'SULLY NO 1 1951.
 PT0981'
 PT0981'REFERENCE MARK NO. 2 IS 2 FEET EAST OF THE NORTHEAST FENCE
 PT0981'CORNER OF SECTION.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PT0981'IS STAMPED SULLY NO 2 1951.
 PT0981'
 PT0981'AZIMUTH MARK IS 5.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 PT0981'AND 3.5 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 PT0981'AND THE DISK IS STAMPED SULLY 1951.
 PT0981'
 PT0981'TO REACH FROM THE COURT HOUSE IN ONIDA, GO WEST 0.7 MILE TO
 PT0981'HIGHWAY 83, CONTINUE WEST ACROSS HIGHWAY 83 4.0 MILES TO DIM
 PT0981'CROSSROADS, TURN RIGHT (NORTH) ON DIM ROAD 0.65 MILE TO THE
 PT0981'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH 0.35 MILE TO DIM
 PT0981'CROSSROADS AND THE STATION NEAR THE CENTER OF INTERSECTION.
 PT0981'
 PT0981'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0988 ***********************************************************************
 PT0988  DESIGNATION -  SULLY
 PT0988  PID         -  PT0988
 PT0988  STATE/COUNTY-  SD/SULLY
 PT0988  COUNTRY     -  US
 PT0988  USGS QUAD   -  OKOBOJO (2017)
 PT0988
 PT0988                         *CURRENT SURVEY CONTROL
 PT0988  ______________________________________________________________________
 PT0988* NAD 83(1996) POSITION- 44 41 57.37543(N) 100 29 08.26841(W)   ADJUSTED
 PT0988* NAVD 88 ORTHO HEIGHT -   635.    (meters)     2083.    (feet) SCALED
 PT0988  ______________________________________________________________________
 PT0988  GEOID HEIGHT    -        -22.631 (meters)                     GEOID18
 PT0988  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 PT0988  HORZ ORDER      -  SECOND
 PT0988
 PT0988.The horizontal coordinates were established by classical geodetic methods
 PT0988.and adjusted by the National Geodetic Survey in January 1998.
 PT0988
 PT0988.The orthometric height was scaled from a topographic map.
 PT0988
 PT0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0988.GEOID18 height accuracy estimate available here.
 PT0988
 PT0988.Click photographs - Photos may exist for this station.
 PT0988
 PT0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0988
 PT0988. The following values were computed from the NAD 83(1996) position.
 PT0988
 PT0988;                    North         East     Units Scale Factor Converg.
 PT0988;SPC SD N     -    96,340.213   561,511.686   MT  0.99995787   -0 20 37.3
 PT0988;SPC SD N     -   316,076.18  1,842,226.26   sFT  0.99995787   -0 20 37.3
 PT0988;SPC SD S     -   262,867.903   587,928.209   MT  1.00008529   -0 06 18.2
 PT0988;SPC SD S     -   862,425.78  1,928,894.47   sFT  1.00008529   -0 06 18.2
 PT0988;UTM  14      - 4,950,617.550   382,298.579   MT  0.99977036   -1 02 42.3
 PT0988
 PT0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0988!SPC SD N     -   0.99990393  x   0.99995787  =   0.99986181
 PT0988!SPC SD S     -   0.99990393  x   1.00008529  =   0.99998922
 PT0988!UTM  14      -   0.99990393  x   0.99977036  =   0.99967432
 PT0988
 PT0988:                Primary Azimuth Mark                     Grid Az
 PT0988:SPC SD N     -  N 310                                    061 17 07.0
 PT0988:SPC SD S     -  N 310                                    061 02 47.9
 PT0988:UTM  14      -  N 310                                    061 59 12.0
 PT0988
 PT0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8229850617(NAD 83)
 PT0988
 PT0988|---------------------------------------------------------------------|
 PT0988| PID    Reference Object                     Distance      Geod. Az  |
 PT0988|                                                           dddmmss.s |
 PT0988| PT0060 N 310                                              0605629.7 |
 PT0988| CO6205 SULLY RM 1                           12.795 METERS 10007     |
 PT0988| CO6206 SULLY RM 2                           17.145 METERS 21700     |
 PT0988|---------------------------------------------------------------------|
 PT0988
 PT0988                          SUPERSEDED SURVEY CONTROL
 PT0988
 PT0988  NAD 83(1986)-  44 41 57.36937(N)    100 29 08.27149(W) AD(       ) 2
 PT0988  NAD 27      -  44 41 57.43000(N)    100 29 06.77100(W) AD(       ) 2
 PT0988  MORC        -  44 41 54.74000(N)    100 29 06.48000(W) AD(       ) 3
 PT0988
 PT0988.Superseded values are not recommended for survey control.
 PT0988
 PT0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0988.See file dsdata.pdf to determine how the superseded data were derived.
 PT0988
 PT0988_MARKER: P = PIPE CAP
 PT0988_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT0988_MARK LOGO: MORC
 PT0988_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0988
 PT0988  HISTORY     - Date     Condition        Report By
 PT0988  HISTORY     - 1889     MONUMENTED       MORC
 PT0988
 PT0988                          STATION DESCRIPTION
 PT0988
 PT0988'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (FXP)
 PT0988'STATION IS ON THE MOST NORTHERLY AND THE HIGHEST OF THE SULLY
 PT0988'BUTTES AND IS ABOUT 5-1/2 MILES WSW OF A SMALL SETTLEMENT
 PT0988'KNOWN AS OKOBOJO.  IT IS THOUGHT TO BE NEAR THE SOUTHWEST SIDE
 PT0988'OF SEC. 9, T114N, R80W.  THE STATION IS A 6-INCH IRON
 PT0988'PIPE THAT PROJECTS 10 INCHES AND HAS U.S. MISSOURI RIVER
 PT0988'COMMISSION IN RAISED LETTERS ON CAP.
 PT0988'
 PT0988'REFERENCE MARK NO. 1 IS 41.98 FEET (SLOPE) EAST OF THE STATION.
 PT0988'THE MARK IS SET IN BEDROCK AND THE DISK IS STAMPED SULLY MO R C
 PT0988'1948.
 PT0988'
 PT0988'REFERENCE MARK NO. 2 IS 56.25 FEET (SLOPE) SSW OF THE STATION.
 PT0988'THE MARK IS SET IN BEDROCK AND THE DISK IS STAMPED SULLY MO
 PT0988'R C 1948.
 PT0988'
 PT0988'THE AZIMUTH MARK IS APPROX. 1.0 MILE NORTHEAST OF THE STATION,
 PT0988'36 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD,
 PT0988'24 FEET WEST OF A GATE POST AND 2 FEET EAST OF A WITNESS POST.
 PT0988'THE MARK IS A STANDARD CGS BENCH MARK THAT PROJECTS
 PT0988'3 INCHES AND THE DISK IS STAMPED N 310 1946.
 PT0988'
 PT0988'TO REACH FROM THE ST. CHARLES HOTEL IN PIERRE, GO EAST AND NORTH
 PT0988'ON U.S. HIGHWAY 83 AND 14 FOR 1.3 MILES TO A GRAVEL T-ROAD
 PT0988'LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 8.4 MILES TO
 PT0988'CROSSROADS AND AN OLD ABANDONED STORE ON THE LEFT, CONTINUE
 PT0988'NORTH FOR 2.95 MILES, TURN LEFT AND GO WEST FOR 0.7 MILE,
 PT0988'TURN RIGHT AND GO NORTH FOR 6.0 MILES, TURN LEFT AND GO WEST
 PT0988'FOR 1.55 MILES, TURN RIGHT AND GO NORTH FOR 0.85 MILE TO OLD
 PT0988'STORE AT OKOBOJO, CONTINUE NORTH FOR 0.15 MILE, TURN LEFT AND
 PT0988'GO WEST AND NORTH ON MAIN ROAD FOR 2.6 MILES, TURN LEFT AND
 PT0988'GO WEST FOR 1.0 MILE TO A GATE ON THE LEFT, JUST WEST OF A
 PT0988'BARN, AND THE AZIMUTH MARK, GO THROUGH GATE AND GO SOUTH
 PT0988'ABOUT 300 YDS. TO ANOTHER GATE, GO THROUGH GATE AND BEAR
 PT0988'RIGHT SOUTHWEST ACROSS THE PASTURE OWNED BY MR. WILBUR
 PT0988'STAMPE FOR 1.55 MILES TO THE HIGHEST POINT OF THE RIDGE
 PT0988'AND THE STATION.
 PT0988'
 PT0988'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2414 ***********************************************************************
 PU2414  DESIGNATION -  SULPHUR AZ MK 2
 PU2414  PID         -  PU2414
 PU2414  STATE/COUNTY-  SD/MEADE
 PU2414  COUNTRY     -  US
 PU2414  USGS QUAD   -  LEMMON CREEK (2017)
 PU2414
 PU2414                         *CURRENT SURVEY CONTROL
 PU2414  ______________________________________________________________________
 PU2414* NAD 83(1986) POSITION- 44 43 07.     (N) 102 03 20.     (W)   SCALED
 PU2414* NAVD 88 ORTHO HEIGHT -   719.114 (meters)     2359.29  (feet) ADJUSTED
 PU2414  ______________________________________________________________________
 PU2414  GEOID HEIGHT    -        -19.769 (meters)                     GEOID18
 PU2414  DYNAMIC HEIGHT  -        718.952 (meters)     2358.76  (feet) COMP
 PU2414  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 PU2414
 PU2414  VERT ORDER      -  FIRST     CLASS II
 PU2414
 PU2414.The horizontal coordinates were scaled from a map and have
 PU2414.an estimated accuracy of +/- 6 seconds.
 PU2414
 PU2414.The orthometric height was determined by differential leveling and
 PU2414.adjusted by the NATIONAL GEODETIC SURVEY
 PU2414.in July 1998.
 PU2414
 PU2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2414.GEOID18 height accuracy estimate available here.
 PU2414
 PU2414.Click photographs - Photos may exist for this station.
 PU2414
 PU2414.The dynamic height is computed by dividing the NAVD 88
 PU2414.geopotential number by the normal gravity value computed on the
 PU2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2414.degrees latitude (g = 980.6199 gals.).
 PU2414
 PU2414.The modeled gravity was interpolated from observed gravity values.
 PU2414
 PU2414;                    North         East    Units  Estimated Accuracy
 PU2414;SPC SD N     -   100,440.      437,160.      MT  (+/- 180 meters Scaled)
 PU2414
 PU2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK332559(NAD 83)
 PU2414
 PU2414                          SUPERSEDED SURVEY CONTROL
 PU2414
 PU2414.No superseded survey control is available for this station.
 PU2414
 PU2414_MARKER: DZ = AZIMUTH MARK DISK
 PU2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2414_STAMPING: SULPHUR NO 2 1988
 PU2414_MARK LOGO: NGS
 PU2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2414+STABILITY: SURFACE MOTION
 PU2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2414+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2414
 PU2414  HISTORY     - Date     Condition        Report By
 PU2414  HISTORY     - 1988     MONUMENTED       NGS
 PU2414  HISTORY     - 19960711 GOOD             NGS
 PU2414
 PU2414                          STATION DESCRIPTION
 PU2414
 PU2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2414'11.35 KM (7.05 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2414'WITH STATE HIGHWAY 34 AT HOWES, AT THE JUNCTION OF MEADE COUNTY ROAD
 PU2414'24, 57.9 M (190.0 FT) WEST FROM THE CENTER OF 73, 32.61 M (107.0 FT)
 PU2414'SOUTH FROM THE CENTER OF MEADE COUNTY ROAD 24, 1.15 M (3.8 FT)
 PU2414'NORTHEAST FROM A FENCE, 0.3 M (1.0 FT) WEST FROM A WITNESS POST, SET
 PU2414'IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
 PU2414
 PU2414                          STATION RECOVERY (1996)
 PU2414
 PU2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2414'11.3 KM (7.00 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2414'OF STATE HIGHWAY 34 IN HOWES, 166.0 M (544.6 FT) SOUTH OF MILEPOST
 PU2414'153, 59.5 M (195.2 FT) WEST OF THE HIGHWAY CENTERLINE, 32.4 M (106.3
 PU2414'FT) SOUTH OF THE CENTER OF COUNTY ROAD 24, 4.6 M (15.1 FT) SOUTHEAST
 PU2414'OF A FENCE CORNER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.2
 PU2414'M (3.9 FT) EAST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 PU2414'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC9482 ***********************************************************************
 AC9482  DESIGNATION -  SULPHUR RESET
 AC9482  PID         -  AC9482
 AC9482  STATE/COUNTY-  SD/MEADE
 AC9482  COUNTRY     -  US
 AC9482  USGS QUAD   -  LEMMON CREEK (2017)
 AC9482
 AC9482                         *CURRENT SURVEY CONTROL
 AC9482  ______________________________________________________________________
 AC9482* NAD 83(1996) POSITION- 44 43 08.58017(N) 102 03 40.32970(W)   ADJUSTED
 AC9482* NAVD 88 ORTHO HEIGHT -   725.347 (meters)     2379.74  (feet) ADJUSTED
 AC9482  ______________________________________________________________________
 AC9482  GEOID HEIGHT    -        -19.753 (meters)                     GEOID18
 AC9482  LAPLACE CORR    -         -7.46  (seconds)                    DEFLEC18
 AC9482  DYNAMIC HEIGHT  -        725.183 (meters)     2379.20  (feet) COMP
 AC9482  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 AC9482
 AC9482  HORZ ORDER      -  SECOND
 AC9482  VERT ORDER      -  FIRST     CLASS II
 AC9482
 AC9482.The horizontal coordinates were established by classical geodetic methods
 AC9482.and adjusted by the National Geodetic Survey in January 1998.
 AC9482
 AC9482.The orthometric height was determined by differential leveling and
 AC9482.adjusted by the NATIONAL GEODETIC SURVEY
 AC9482.in July 1998.
 AC9482
 AC9482.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9482.GEOID18 height accuracy estimate available here.
 AC9482
 AC9482.Click photographs - Photos may exist for this station.
 AC9482
 AC9482.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9482
 AC9482.The dynamic height is computed by dividing the NAVD 88
 AC9482.geopotential number by the normal gravity value computed on the
 AC9482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9482.degrees latitude (g = 980.6199 gals.).
 AC9482
 AC9482.The modeled gravity was interpolated from observed gravity values.
 AC9482
 AC9482. The following values were computed from the NAD 83(1996) position.
 AC9482
 AC9482;                    North         East     Units Scale Factor Converg.
 AC9482;SPC SD N     -   100,501.462   436,713.281   MT  0.99995582   -1 27 31.7
 AC9482;SPC SD N     -   329,728.55  1,432,783.49   sFT  0.99995582   -1 27 31.7
 AC9482;UTM  13      - 4,955,943.122   732,752.454   MT  1.00026623   +2 04 07.5
 AC9482;UTM  14      - 4,956,300.619   257,552.955   MT  1.00032289   -2 09 18.0
 AC9482
 AC9482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9482!SPC SD N     -   0.99988938  x   0.99995582  =   0.99984521
 AC9482!UTM  13      -   0.99988938  x   1.00026623  =   1.00015558
 AC9482!UTM  14      -   0.99988938  x   1.00032289  =   1.00021224
 AC9482
 AC9482:                Primary Azimuth Mark                     Grid Az
 AC9482:SPC SD N     -  SULPHUR AZ MK                            095 38 08.7
 AC9482:UTM  13      -  SULPHUR AZ MK                            092 06 29.5
 AC9482:UTM  14      -  SULPHUR AZ MK                            096 19 55.0
 AC9482
 AC9482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3275255943(NAD 83)
 AC9482
 AC9482|---------------------------------------------------------------------|
 AC9482| PID    Reference Object                     Distance      Geod. Az  |
 AC9482|                                                           dddmmss.s |
 AC9482| AC6361 SULPHUR RM 3                          9.262 METERS 07931     |
 AC9482| PU0257 SULPHUR AZ MK                                      0941037.0 |
 AC9482| CQ4160 SULPHUR RM 1                         18.593 METERS 18345     |
 AC9482| PU0206 SULPHUR RM 2                         14.417 METERS 27731     |
 AC9482|---------------------------------------------------------------------|
 AC9482
 AC9482                          SUPERSEDED SURVEY CONTROL
 AC9482
 AC9482  NAD 83(1986)-  44 43 08.57199(N)    102 03 40.32969(W) AD(       ) 2
 AC9482  NAD 27      -  44 43 08.60700(N)    102 03 38.74200(W) AD(       ) 2
 AC9482
 AC9482.Superseded values are not recommended for survey control.
 AC9482
 AC9482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9482.See file dsdata.pdf to determine how the superseded data were derived.
 AC9482
 AC9482_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9482_STAMPING: SULPHUR 1950 1975
 AC9482_MARK LOGO: NGS
 AC9482_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9482+STABILITY: SURFACE MOTION
 AC9482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9482+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AC9482
 AC9482  HISTORY     - Date     Condition        Report By
 AC9482  HISTORY     - 1975     MONUMENTED       NGS
 AC9482  HISTORY     - 19960711 GOOD             NGS
 AC9482
 AC9482                          STATION DESCRIPTION
 AC9482
 AC9482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AC9482'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND
 AC9482'DESTROYED, APPARENTLY DUE TO GRADING OPERATIONS.  REFERENCE MARK
 AC9482'NO. 2 AND THE AZIMUTH MARK APPEARED TO BE IN GOOD CONDITION.  THE
 AC9482'UNDERGROUND STATION MARK WAS FOUND 2-FEET BELOW GROUND SURFACE,
 AC9482'THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED GOOD BUT THE
 AC9482'DIRECTION DIFFERED BY 4-MINUTES AND 15-SECONDS.  THE POSITION
 AC9482'OF THE UNDERGROUND STATION MARK WAS HELD AND THE MARK REMOVED, A NEW
 AC9482'UNDERGROUND STATION MARK WAS SET 3-1/2 FEET BELOW THE SURFACE AND A
 AC9482'NEW SURFACE STATION MARK WAS PLUMBED OVER IT AND SET FLUSH WITH
 AC9482'THE GROUND.  THE DISKS WERE REMOVED FROM THE ORIGINAL STATION
 AC9482'MARKS AND REFERENCE MARK NO. 1 AT THIS TIME.  REFERENCE MARK NO. 3
 AC9482'WAS SET.
 AC9482'
 AC9482'A NEW DESCRIPTION FOLLOWS--
 AC9482'
 AC9482'THE STATION IS LOCATED ABOUT 21 MILES SOUTH OF FAITH AND 7 MILES
 AC9482'NORTH OF HOWES, 0.3 MILE WEST OF STATE HIGHWAY 73, ALONG THE
 AC9482'RIGHT-OF-WAY OF A COUNTY ROAD.
 AC9482'
 AC9482'TO REACH THE STATION FROM THE POST OFFICE IN HOWES, GO NORTH ON
 AC9482'STATE HIGHWAY 73 FOR 7.0 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH
 AC9482'MARK AS DESCRIBED, TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 0.3
 AC9482'MILE TO THE CREST OF THE HILL AND THE STATION ON THE RIGHT AS
 AC9482'DESCRIBED.
 AC9482'
 AC9482'THE STATION MARK IS A STANDARD DISK STAMPED SULPHUR 1950 1975, SET
 AC9482'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 AC9482'IS 78 FEET EAST OF A GATE POST, 33 FEET NORTH OF THE CENTER OF THE
 AC9482'ROAD, 9 FEET SOUTHEAST OF A METAL WITNESS POST, AND 7 FEET SOUTH
 AC9482'OF A FENCE.
 AC9482'
 AC9482'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SULPHUR NO 2 1950,
 AC9482'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 AC9482'10-INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF THE ROAD 31 FEET
 AC9482'EAST OF THE EAST GATE POST, AND 1.5 FEET SOUTH OF A FENCE.
 AC9482'
 AC9482'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SULPHUR 1950 NO 3
 AC9482'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 AC9482'4-INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF THE ROAD, 35 FEET
 AC9482'EAST OF THE METAL WITNESS POST AND 1-FOOT SOUTH OF THE FENCE.
 AC9482'
 AC9482'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SULPHUR 1950, SET IN THE
 AC9482'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 AC9482'58 FEET WEST OF HIGHWAY 73, 37 FEET SOUTHEAST OF THE CENTER OF THE
 AC9482'CATTLE GUARD, 29 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 AC9482'5 FEET NORTHWEST OF A FENCE, AND 8 FEET SOUTH OF A METAL WITNESS
 AC9482'POST.
 AC9482'
 AC9482'THE AZIMUTH MARK IS A BENCH MARK ON LINE 111.
 AC9482'
 AC9482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 AC9482'NORTH OF HOWES.
 AC9482
 AC9482                          STATION RECOVERY (1996)
 AC9482
 AC9482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC9482'11.3 KM (7.00 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 AC9482'OF STATE HIGHWAY 34 IN HOWES, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 AC9482'COUNTY ROAD 24, 14.4 M (47.2 FT) EAST OF REFERENCE MARK 2, 10.2 M
 AC9482'(33.5 FT) NORTH OF THE ROAD CENTER, 9.4 M (30.8 FT) WEST OF REFERENCE
 AC9482'MARK 3, 2.5 M (8.2 FT) SOUTHEAST OF A WITNESS POST, 2.2 M (7.2 FT)
 AC9482'SOUTH OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AC9482'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0206 ***********************************************************************
 PU0206  DESIGNATION -  SULPHUR RM 2
 PU0206  PID         -  PU0206
 PU0206  STATE/COUNTY-  SD/MEADE
 PU0206  COUNTRY     -  US
 PU0206  USGS QUAD   -  LEMMON CREEK (2017)
 PU0206
 PU0206                         *CURRENT SURVEY CONTROL
 PU0206  ______________________________________________________________________
 PU0206* NAD 83(1986) POSITION- 44 43 08.64   (N) 102 03 40.98   (W)   HD_HELD1
 PU0206* NAVD 88 ORTHO HEIGHT -   725.803 (meters)     2381.24  (feet) ADJUSTED
 PU0206  ______________________________________________________________________
 PU0206  GEOID HEIGHT    -        -19.752 (meters)                     GEOID18
 PU0206  DYNAMIC HEIGHT  -        725.640 (meters)     2380.70  (feet) COMP
 PU0206  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 PU0206
 PU0206  VERT ORDER      -  FIRST     CLASS II
 PU0206
 PU0206.The horizontal coordinates were determined by differentially corrected
 PU0206.hand held GPS observations or other comparable positioning techniques
 PU0206.and have an estimated accuracy of +/- 3 meters.
 PU0206
 PU0206.The orthometric height was determined by differential leveling and
 PU0206.adjusted by the NATIONAL GEODETIC SURVEY
 PU0206.in July 1998.
 PU0206
 PU0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0206.GEOID18 height accuracy estimate available here.
 PU0206
 PU0206.Click photographs - Photos may exist for this station.
 PU0206
 PU0206.The dynamic height is computed by dividing the NAVD 88
 PU0206.geopotential number by the normal gravity value computed on the
 PU0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0206.degrees latitude (g = 980.6199 gals.).
 PU0206
 PU0206.The modeled gravity was interpolated from observed gravity values.
 PU0206
 PU0206;                    North         East    Units  Estimated Accuracy
 PU0206;SPC SD N     -   100,503.7     436,699.0     MT  (+/- 3 meters HH1 GPS) 
 PU0206
 PU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3273855944(NAD 83)
 PU0206
 PU0206                          SUPERSEDED SURVEY CONTROL
 PU0206
 PU0206  NAVD 88 (06/15/91)  725.778  (m)         2381.16   (f) SUPERSEDED  1 2
 PU0206  NGVD 29 (??/??/92)  725.324  (m)         2379.67   (f) ADJ UNCH    1 2
 PU0206
 PU0206.Superseded values are not recommended for survey control.
 PU0206
 PU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0206.See file dsdata.pdf to determine how the superseded data were derived.
 PU0206
 PU0206_MARKER: DR = REFERENCE MARK DISK
 PU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0206_STAMPING: SULPHUR NO 2 1950
 PU0206_MARK LOGO: CGS
 PU0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0206+STABILITY: SURFACE MOTION
 PU0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0206+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0206
 PU0206  HISTORY     - Date     Condition        Report By
 PU0206  HISTORY     - 1950     MONUMENTED       CGS
 PU0206  HISTORY     - 1963     GOOD             CGS
 PU0206  HISTORY     - 19960711 GOOD             NGS
 PU0206
 PU0206                          STATION DESCRIPTION
 PU0206
 PU0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0206'7.3 MI NW FROM HOWES.
 PU0206'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE STORE
 PU0206'AND POST OFFICE AT HOWES, THENCE 0.3 MILE WEST ALONG A GRAVELED
 PU0206'ROAD, ON THE CREST OF A SMALL HILL, 38 1/2 FEET NORTH OF THE
 PU0206'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 1.0 FEET
 PU0206'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 PU0206'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0206'6 INCHES.
 PU0206
 PU0206                          STATION RECOVERY (1996)
 PU0206
 PU0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0206'11.3 KM (7.00 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU0206'OF STATE HIGHWAY 34 IN HOWES, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 PU0206'COUNTY ROAD 24, 14.4 M (47.2 FT) WEST OF TRIANGULATION STATION SULPHUR
 PU0206'RESET, 12.5 M (41.0 FT) NORTH OF THE ROAD CENTER, 12.4 M (40.7 FT)
 PU0206'EAST OF THE CENTER OF A GATE, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.3 M
 PU0206'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M
 PU0206'(0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC6361 ***********************************************************************
 AC6361  DESIGNATION -  SULPHUR RM 3
 AC6361  PID         -  AC6361
 AC6361  STATE/COUNTY-  SD/MEADE
 AC6361  COUNTRY     -  US
 AC6361  USGS QUAD   -  LEMMON CREEK (2017)
 AC6361
 AC6361                         *CURRENT SURVEY CONTROL
 AC6361  ______________________________________________________________________
 AC6361* NAD 83(1986) POSITION- 44 43 08.63   (N) 102 03 39.92   (W)   HD_HELD1
 AC6361* NAVD 88 ORTHO HEIGHT -   725.230 (meters)     2379.36  (feet) ADJUSTED
 AC6361  ______________________________________________________________________
 AC6361  GEOID HEIGHT    -        -19.753 (meters)                     GEOID18
 AC6361  DYNAMIC HEIGHT  -        725.067 (meters)     2378.82  (feet) COMP
 AC6361  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 AC6361
 AC6361  VERT ORDER      -  FIRST     CLASS II
 AC6361
 AC6361.The horizontal coordinates were determined by differentially corrected
 AC6361.hand held GPS observations or other comparable positioning techniques
 AC6361.and have an estimated accuracy of +/- 3 meters.
 AC6361
 AC6361.The orthometric height was determined by differential leveling and
 AC6361.adjusted by the NATIONAL GEODETIC SURVEY
 AC6361.in July 1998.
 AC6361
 AC6361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6361.GEOID18 height accuracy estimate available here.
 AC6361
 AC6361.Click photographs - Photos may exist for this station.
 AC6361
 AC6361.The dynamic height is computed by dividing the NAVD 88
 AC6361.geopotential number by the normal gravity value computed on the
 AC6361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6361.degrees latitude (g = 980.6199 gals.).
 AC6361
 AC6361.The modeled gravity was interpolated from observed gravity values.
 AC6361
 AC6361;                    North         East    Units  Estimated Accuracy
 AC6361;SPC SD N     -   100,502.8     436,722.3     MT  (+/- 3 meters HH1 GPS) 
 AC6361
 AC6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK3276155944(NAD 83)
 AC6361
 AC6361                          SUPERSEDED SURVEY CONTROL
 AC6361
 AC6361.No superseded survey control is available for this station.
 AC6361
 AC6361_MARKER: DR = REFERENCE MARK DISK
 AC6361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6361_STAMPING: SULPHUR 1950 NO 3 1975
 AC6361_MARK LOGO: CGS
 AC6361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6361+STABILITY: SURFACE MOTION
 AC6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6361+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AC6361
 AC6361  HISTORY     - Date     Condition        Report By
 AC6361  HISTORY     - 1975     MONUMENTED       NGS
 AC6361  HISTORY     - 19960711 GOOD             NGS
 AC6361
 AC6361                          STATION DESCRIPTION
 AC6361
 AC6361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6361'11.3 KM (7.00 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 AC6361'OF STATE HIGHWAY 34 IN HOWES, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 AC6361'COUNTY ROAD 24, 12.0 M (39.4 FT) NORTH OF THE ROAD CENTER, 9.4 M (30.8
 AC6361'FT) EAST OF TRIANGULATION STATION SULPHUR RESET, 0.3 M (1.0 FT) SOUTH
 AC6361'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AC6361'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2089 ***********************************************************************
 NM2089  DESIGNATION -  SUMMIT 8
 NM2089  PID         -  NM2089
 NM2089  STATE/COUNTY-  SD/YANKTON
 NM2089  COUNTRY     -  US
 NM2089  USGS QUAD   -  YANKTON (2017)
 NM2089
 NM2089                         *CURRENT SURVEY CONTROL
 NM2089  ______________________________________________________________________
 NM2089* NAD 83(1986) POSITION- 42 52 33.     (N) 097 24 25.     (W)   SCALED
 NM2089* NAVD 88 ORTHO HEIGHT -   384.694 (meters)     1262.12  (feet) ADJUSTED
 NM2089  ______________________________________________________________________
 NM2089  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 NM2089  DYNAMIC HEIGHT  -        384.585 (meters)     1261.76  (feet) COMP
 NM2089  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM2089
 NM2089  VERT ORDER      -  FIRST     CLASS II
 NM2089
 NM2089.The horizontal coordinates were scaled from a map and have
 NM2089.an estimated accuracy of +/- 6 seconds.
 NM2089
 NM2089.The orthometric height was determined by differential leveling and
 NM2089.adjusted by the NATIONAL GEODETIC SURVEY
 NM2089.in June 1994.
 NM2089
 NM2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2089.GEOID18 height accuracy estimate available here.
 NM2089
 NM2089.Click photographs - Photos may exist for this station.
 NM2089
 NM2089.The dynamic height is computed by dividing the NAVD 88
 NM2089.geopotential number by the normal gravity value computed on the
 NM2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2089.degrees latitude (g = 980.6199 gals.).
 NM2089
 NM2089.The modeled gravity was interpolated from observed gravity values.
 NM2089
 NM2089;                    North         East    Units  Estimated Accuracy
 NM2089;SPC SD S     -    64,480.      839,050.      MT  (+/- 180 meters Scaled)
 NM2089
 NM2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN301482(NAD 83)
 NM2089
 NM2089                          SUPERSEDED SURVEY CONTROL
 NM2089
 NM2089.No superseded survey control is available for this station.
 NM2089
 NM2089_MARKER: DS = TRIANGULATION STATION DISK
 NM2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2089_STAMPING: SUMMIT 8 1993
 NM2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2089+STABILITY: SURFACE MOTION
 NM2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2089+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2089
 NM2089  HISTORY     - Date     Condition        Report By
 NM2089  HISTORY     - 1993     MONUMENTED       SD3070
 NM2089  HISTORY     - 19930908 GOOD             NGS
 NM2089  HISTORY     - 20120323 MARK NOT FOUND   INDIV
 NM2089
 NM2089                          STATION DESCRIPTION
 NM2089
 NM2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2089'IN YANKTON, AT THE INTERSECTION OF WEST 8TH AND SUMMIT STREETS, 12.1
 NM2089'M (39.7 FT) WEST OF THE CENTERLINE OF SUMMIT, 11.0 M (36.1 FT) SOUTH
 NM2089'OF THE CENTERLINE OF 8TH, 6.1 M (20.0 FT) NORTH OF THE EAST LEG OF A
 NM2089'SIGN (LEWIS AND CLARK LAKE) , 3.2 M (10.5 FT) EAST OF A T-JUNCTION
 NM2089'UTILITY POLE WITH A METER ATTACHED, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 NM2089'THE STREETS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM2089
 NM2089                          STATION RECOVERY (2012)
 NM2089
 NM2089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0398 ***********************************************************************
 QQ0398  DESIGNATION -  SUMMIT HIGH SCHOOL SPIRE
 QQ0398  PID         -  QQ0398
 QQ0398  STATE/COUNTY-  SD/ROBERTS
 QQ0398  COUNTRY     -  US
 QQ0398  USGS QUAD   -  SUMMIT (2017)
 QQ0398
 QQ0398                         *CURRENT SURVEY CONTROL
 QQ0398  ______________________________________________________________________
 QQ0398* NAD 83(1996) POSITION- 45 18 16.73538(N) 097 02 20.38892(W)   ADJUSTED
 QQ0398  ______________________________________________________________________
 QQ0398  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 QQ0398  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 QQ0398  HORZ ORDER      -  THIRD
 QQ0398
 QQ0398.The horizontal coordinates were established by classical geodetic methods
 QQ0398.and adjusted by the National Geodetic Survey in January 1998.
 QQ0398
 QQ0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0398.GEOID18 height accuracy estimate available here.
 QQ0398
 QQ0398.Click photographs - Photos may exist for this station.
 QQ0398
 QQ0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0398
 QQ0398. The following values were computed from the NAD 83(1996) position.
 QQ0398
 QQ0398;                    North         East     Units Scale Factor Converg.
 QQ0398;SPC SD N     -   167,743.915   832,161.565   MT  0.99994888   +2 05 44.2
 QQ0398;SPC SD N     -   550,339.83  2,730,183.40   sFT  0.99994888   +2 05 44.2
 QQ0398;UTM  14      - 5,018,664.456   653,735.529   MT  0.99989060   +1 23 39.3
 QQ0398
 QQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5373518664(NAD 83)
 QQ0398
 QQ0398                          SUPERSEDED SURVEY CONTROL
 QQ0398
 QQ0398  NAD 83(1986)-  45 18 16.73583(N)    097 02 20.37472(W) AD(       ) 3
 QQ0398  NAD 27      -  45 18 16.87500(N)    097 02 19.09900(W) AD(       ) 3
 QQ0398  USSD        -  45 18 17.03500(N)    097 02 19.53700(W) AD(       ) 3
 QQ0398
 QQ0398.Superseded values are not recommended for survey control.
 QQ0398
 QQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0398.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0398
 QQ0398_MARKER: 89 = SPIRE
 QQ0398
 QQ0398  HISTORY     - Date     Condition        Report By
 QQ0398  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0398  HISTORY     - 1935     GOOD             CGS
 QQ0398
 QQ0398                          STATION DESCRIPTION
 QQ0398
 QQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0398'THE PRESENT HIGH SCHOOL BUILDING IS THE SAME ONE THAT WAS STANDING
 QQ0398'IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0980 ***********************************************************************
 PT0980  DESIGNATION -  SUMMITT RESET
 PT0980  PID         -  PT0980
 PT0980  STATE/COUNTY-  SD/SULLY
 PT0980  COUNTRY     -  US
 PT0980  USGS QUAD   -  ONIDA SE (2017)
 PT0980
 PT0980                         *CURRENT SURVEY CONTROL
 PT0980  ______________________________________________________________________
 PT0980* NAD 83(1996) POSITION- 44 34 08.05935(N) 100 04 52.41774(W)   ADJUSTED
 PT0980* NAVD 88 ORTHO HEIGHT -   542.    (meters)     1778.    (feet) SCALED
 PT0980  ______________________________________________________________________
 PT0980  GEOID HEIGHT    -        -23.310 (meters)                     GEOID18
 PT0980  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 PT0980  HORZ ORDER      -  THIRD
 PT0980
 PT0980.The horizontal coordinates were established by classical geodetic methods
 PT0980.and adjusted by the National Geodetic Survey in January 1998.
 PT0980
 PT0980.The orthometric height was scaled from a topographic map.
 PT0980
 PT0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0980.GEOID18 height accuracy estimate available here.
 PT0980
 PT0980.Click photographs - Photos may exist for this station.
 PT0980
 PT0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0980
 PT0980. The following values were computed from the NAD 83(1996) position.
 PT0980
 PT0980;                    North         East     Units Scale Factor Converg.
 PT0980;SPC SD N     -    81,741.681   593,547.820   MT  0.99997432   -0 03 27.0
 PT0980;SPC SD N     -   268,180.83  1,947,331.47   sFT  0.99997432   -0 03 27.0
 PT0980;SPC SD S     -   248,399.469   620,027.131   MT  1.00004474   +0 10 26.1
 PT0980;SPC SD S     -   814,957.26  2,034,205.68   sFT  1.00004474   +0 10 26.1
 PT0980;UTM  14      - 4,935,631.583   414,146.088   MT  0.99969064   -0 45 31.7
 PT0980
 PT0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0980!SPC SD N     -   0.99991862  x   0.99997432  =   0.99989294
 PT0980!SPC SD S     -   0.99991862  x   1.00004474  =   0.99996336
 PT0980!UTM  14      -   0.99991862  x   0.99969064  =   0.99960929
 PT0980
 PT0980:                Primary Azimuth Mark                     Grid Az
 PT0980:SPC SD N     -  MEDICINE                                 160 33 11.8
 PT0980:SPC SD S     -  MEDICINE                                 160 19 18.7
 PT0980:UTM  14      -  MEDICINE                                 161 15 16.5
 PT0980
 PT0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1414635631(NAD 83)
 PT0980
 PT0980|---------------------------------------------------------------------|
 PT0980| PID    Reference Object                     Distance      Geod. Az  |
 PT0980|                                                           dddmmss.s |
 PT0980| CO6208 SUMMITT RM 1                         22.250 METERS 00350     |
 PT0980| PT0978 ONIDA MUNICIPAL TANK                APPROX.15.6 KM 0040615.6 |
 PT0980| CO6207 SUMMITT AZ MK                                      0045813.1 |
 PT0980| PT1000 MEDICINE                            APPROX.11.2 KM 1602944.8 |
 PT0980| CO6209 SUMMITT RM 2                         30.315 METERS 29228     |
 PT0980|---------------------------------------------------------------------|
 PT0980
 PT0980                          SUPERSEDED SURVEY CONTROL
 PT0980
 PT0980  NAD 83(1986)-  44 34 08.05511(N)    100 04 52.42282(W) AD(       ) 3
 PT0980  NAD 27      -  44 34 08.12300(N)    100 04 50.97400(W) AD(       ) 3
 PT0980
 PT0980.Superseded values are not recommended for survey control.
 PT0980
 PT0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0980.See file dsdata.pdf to determine how the superseded data were derived.
 PT0980
 PT0980_MARKER: DH = HORIZONTAL CONTROL DISK
 PT0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0980_STAMPING: SUMMITT 1951 1983
 PT0980_MARK LOGO: NGS
 PT0980_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0980+STABILITY: SURFACE MOTION
 PT0980
 PT0980  HISTORY     - Date     Condition        Report By
 PT0980  HISTORY     - 19831101 MONUMENTED       NGS
 PT0980
 PT0980                          STATION DESCRIPTION
 PT0980
 PT0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PT0980'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 PT0980'1 WAS RECOVERED WITH THE TOP PORTION BROKEN OFF AND THE AZIMARK WAS
 PT0980'RECOVERED IN POOR CONDITION, LEANING AT ABOUT A 20 DEGREE ANGLE.  THE
 PT0980'OLD AZIMUTH MONUMENT WAS RESET IN A DIFFERENT LOCATION AND THE DISK
 PT0980'WAS RESTAMPED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 PT0980'NEW DESCRIPTION TEXT FOLLOWS.
 PT0980'
 PT0980'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTH OF ONIDA, 8.9 KM
 PT0980'(5.55 MI) NORTHWEST OF BLUNT ALONG THE WEST SIDE OF HIGHWAY 83 THE
 PT0980'SCHOOLHOUSE REFERRED TO IN THE 1951 DESCRIPTIVE TEXT HAS BEEN REMOVED
 PT0980'AND THE AREA IS NOW A CULTIVATED FIELD.
 PT0980'
 PT0980'TO REACH THE STATION FROM THE POST OFFICE IN BLUNT, GO SOUTH ON MAIN
 PT0980'STREET FOR 0.25 KM (0.15 MI) TO JUNCTION OF HIGHWAY 14.  TURN RIGHT
 PT0980'AND GO WEST ON HIGHWAY 14 FOR 4.8 KM (3.00 MI) TO A Y INTERSECTION AND
 PT0980'HIGHWAY 83.  CONTINUE WEST, STRAIGHT AHEAD, ON HIGHWAY 83 FOR 1.6 KM
 PT0980'(1.00 MI) TO A STOP SIGN.  TURN RIGHT AND GO NORTH ON HIGHWAY 83 FOR
 PT0980'6.1 KM (3.80 MI) TO THE STATION ON THE LEFT, JUST NORTH OF A FIELD
 PT0980'APPROACH ON THE WEST SIDE OF THE HIGHWAY.
 PT0980'
 PT0980'THE STATION IS A STANDARD NGS DISK STAMPED--SUMMIT 1951 1983--SET INTO
 PT0980'THE TOP OF A ROUND CONCRETE MONUMENT 16 INCHES (40 CM) IN DIAMETER
 PT0980'RECESSED 14 INCHES (35 CM) BELOW THE GROUND.  LOCATED 19.5 METERS
 PT0980'(64.0 FT) WEST FROM THE CENTER OF THE HIGHWAY.  18.7 METERS (61.4 FT)
 PT0980'NORTH-NORTHWEST FROM THE CENTER OF A POWER POLE NEAR CONCRETE
 PT0980'CULVERTS.  2.05 METERS (6.73 FT) WEST FROM A WITNESS POST.
 PT0980'
 PT0980'THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--SUMMIT 1951-SET
 PT0980'INTO AN IRREGULAR MASS OF CONCRETE 3.5 FEET (1.1 M) 1.1 METERS
 PT0980'(3.6 FT) BELOW THE SURFACE.
 PT0980'
 PT0980'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED--SUMMIT 1951 NO 4
 PT0980'1983--SET INTO THE DRILL HOLE IN TOP OF A 0.75 M (2.46 FT) ROUND
 PT0980'CONCRETE CULVERT WHICH IS BENEATH AN APPROACH TO A CULTIVATED FIELD.
 PT0980'THE CULVERT IS THE EAST ONE OF TWO CULVERTS.  LOCATED 12.3 METERS
 PT0980'(40.4 FT) WEST FROM THE CENTER OF THE HIGHWAY.  4.9 METERS (16.1 FT)
 PT0980'SOUTHEAST FROM A POWER POLE.  4.9 METERS (16.1 FT) NORTH FROM THE
 PT0980'CENTER OF THE APPROACH.  0.3 METERS (1.0 FT) SOUTH FROM THE NORTH END
 PT0980'OF THE CULVERT, AND 1.3 FEET (0.4 M) 0.4 METES LOWER THAN THE STATION.
 PT0980'
 PT0980'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED--SUMMIT 1951 NO 3
 PT0980'1983--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 PT0980'IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE GROUND.  LOCATED 16.0
 PT0980'METERS (52.5 FT) EAST FROM THE CENTER OF THE HIGHWAY.  1.5 METERS
 PT0980'(4.9 FT) SOUTH FROM THE SOUTH EDGE OF A POWER POLE.  0.3 METERS
 PT0980'(1.0 FT) WEST FROM A WITNESS POST.
 PT0980'
 PT0980'AZIMUTH MARK NO. 2 IS A STANDARD CGS DISK STAMPED--1951 SUMMIT NO 2
 PT0980'1983--SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 PT0980'IN DIAMETER 2 INCHES 5 CM.  LOCATED 19.0 METERS (62.3 FT) SOUTH FROM
 PT0980'THE CENTER OF AN APPROACH, 15.9 METERS (52.2 FT) EAST FROM THE CENTER
 PT0980'OF THE HIGHWAY AND 0.3 METERS (1.0 FT) SOUTH FROM A WITNESS POST.
 PT0980'
 PT0980'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 83 FOR
 PT0980'0.5 KM (0.30 MI) TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DM5785 ***********************************************************************
 DM5785  PACS        -  This is a Primary Airport Control Station.
 DM5785  DESIGNATION -  SUO A
 DM5785  PID         -  DM5785
 DM5785  STATE/COUNTY-  SD/TODD
 DM5785  COUNTRY     -  US
 DM5785  USGS QUAD   -  SOLDIER CREEK SE (2017)
 DM5785
 DM5785                         *CURRENT SURVEY CONTROL
 DM5785  ______________________________________________________________________
 DM5785* NAD 83(2011) POSITION- 43 15 23.87710(N) 100 51 28.02149(W)   ADJUSTED
 DM5785* NAD 83(2011) ELLIP HT-   800.966 (meters)        (06/27/12)   ADJUSTED
 DM5785* NAD 83(2011) EPOCH   -  2010.00
 DM5785* NAVD 88 ORTHO HEIGHT -   823.41  (meters)     2701.5   (feet) GPS OBS
 DM5785  ______________________________________________________________________
 DM5785  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM5785  GEOID HEIGHT    -        -22.417 (meters)                     GEOID09
 DM5785  GEOID HEIGHT    -        -22.455 (meters)                     GEOID18
 DM5785  NAD 83(2011) X  -   -876,502.948 (meters)                     COMP
 DM5785  NAD 83(2011) Y  - -4,569,745.919 (meters)                     COMP
 DM5785  NAD 83(2011) Z  -  4,348,858.389 (meters)                     COMP
 DM5785  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 DM5785
 DM5785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5785  Standards:
 DM5785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5785  -------------------------------------------------------------------
 DM5785  NETWORK    0.48   0.92           0.22   0.16   0.47      0.02231351
 DM5785  -------------------------------------------------------------------
 DM5785  Click here for local accuracies and other accuracy information.
 DM5785
 DM5785.This mark is at Rosebud Sioux Tribal Airport  (SUO)
 DM5785
 DM5785.The horizontal coordinates were established by GPS observations
 DM5785.and adjusted by the National Geodetic Survey in June 2012.
 DM5785
 DM5785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5785.been affixed to the stable North American tectonic plate. See 
 DM5785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5785
 DM5785.The horizontal coordinates are valid at the epoch date displayed above
 DM5785.which is a decimal equivalence of Year/Month/Day.
 DM5785
 DM5785.The orthometric height was determined by GPS observations and a
 DM5785.high-resolution geoid model.
 DM5785
 DM5785.GPS derived orthometric heights for airport stations designated as
 DM5785.PACS or SACS are published to 2 decimal places.  This maintains
 DM5785.centimeter relative accuracy between the PACS and SACS.  It does
 DM5785.not indicate centimeter accuracy relative to other marks which are
 DM5785.part of the published vertical control network.
 DM5785
 DM5785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5785.GEOID18 height accuracy estimate available here.
 DM5785
 DM5785.Click photographs - Photos may exist for this station.
 DM5785
 DM5785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5785
 DM5785.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5785
 DM5785.The ellipsoidal height was determined by GPS observations
 DM5785.and is referenced to NAD 83.
 DM5785
 DM5785. The following values were computed from the NAD 83(2011) position.
 DM5785
 DM5785;                    North         East     Units Scale Factor Converg.
 DM5785;SPC SD S     -   102,704.637   557,417.618   MT  0.99992669   -0 21 42.5
 DM5785;SPC SD S     -   336,956.80  1,828,794.30   sFT  0.99992669   -0 21 42.5
 DM5785;UTM  14      - 4,790,989.634   349,205.184   MT  0.99987972   -1 16 23.9
 DM5785
 DM5785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5785!SPC SD S     -   0.99987441  x   0.99992669  =   0.99980111
 DM5785!UTM  14      -   0.99987441  x   0.99987972  =   0.99975414
 DM5785
 DM5785:                Primary Azimuth Mark                     Grid Az
 DM5785:SPC SD S     -  SUO C                                    169 26 06.0
 DM5785:UTM  14      -  SUO C                                    170 20 47.4
 DM5785
 DM5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4920590989(NAD 83)
 DM5785
 DM5785|---------------------------------------------------------------------|
 DM5785| PID    Reference Object                     Distance      Geod. Az  |
 DM5785|                                                           dddmmss.s |
 DM5785| DM5787 SUO C                               467.968 METERS 1690423.5 |
 DM5785|---------------------------------------------------------------------|
 DM5785
 DM5785                          SUPERSEDED SURVEY CONTROL
 DM5785
 DM5785  NAD 83(2007)-  43 15 23.87681(N)    100 51 28.02276(W) AD(2002.00) B
 DM5785  ELLIP H (02/23/11)  800.976  (m)                       GP(2002.00) 3 2
 DM5785
 DM5785.Superseded values are not recommended for survey control.
 DM5785
 DM5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5785.See file dsdata.pdf to determine how the superseded data were derived.
 DM5785
 DM5785_MARKER: F = FLANGE-ENCASED ROD
 DM5785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM5785_STAMPING: SUO A 2010
 DM5785_MARK LOGO: NONE
 DM5785_PROJECTION: RECESSED 10 CENTIMETERS
 DM5785_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5785+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DM5785_ROD/PIPE-DEPTH: 3.0 meters
 DM5785_SLEEVE-DEPTH  : 0.9 meters
 DM5785
 DM5785  HISTORY     - Date     Condition        Report By
 DM5785  HISTORY     - 20101004 MONUMENTED       GEOMET
 DM5785
 DM5785                          STATION DESCRIPTION
 DM5785
 DM5785'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2010 (KRO)
 DM5785'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) NORTH-NORTHEAST OF SAINT
 DM5785'FRANCIS, 7.9 KM (4.9 MI) SOUTH-SOUTHEAST OF SOLDIER CREEK AND 2.7 KM
 DM5785'(1.7 MI) NORTH OF ROSEBUD.  OWNERSHIP ROSEBUD SIOUX TRIBAL AIRPORT.
 DM5785'CONTACT THE AIRPORT MANAGER ROBERT W LONG AT 605-441-9258 TO OBTAIN
 DM5785'PERMISSION TO ACCESS THE STATION.
 DM5785'
 DM5785'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND
 DM5785'STATE HIGHWAY 83, GO WEST ON STATE HIGHWAY 18 FOR 4.0 KM (2.5 MI) TO
 DM5785'AN INTERSECTION.  TURN LEFT AND GO SOUTHWEST ON BIA1 (ROSEBUD ROAD)
 DM5785'FOR 8.7 KM (5.4 MI) TO AN INTERSECTION.  TURN RIGHT AND GO NORTHWEST
 DM5785'ON BIA9 (SOLDIER CREEK ROAD) FOR 1.8 KM (1.1 MI) TO AN INTERSECTION.
 DM5785'TURN LEFT AND GO WESTERLY ON THE ROSEBUD SIOUX TRIBAL AIRPORT ENTRANCE
 DM5785'ROAD FOR 1.3 KM (0.8 MI) TO THE AIRPORT ENTRANCE GATE.  PROCEED THRU
 DM5785'THE GATE FOR 91.4 M (299.9 FT) TO THE STATION ON THE LEFT.
 DM5785'
 DM5785'THE STATION IS THE TOP-CENTER OF A 1.43 CM (1 INCH) STAINLESS STEEL
 DM5785'ROD DRIVEN TO REFUSAL DEPTH OF 3.05 M (10.0 FT) THE LOGO CAP IS
 DM5785'STAMPED SUO A 2011.  THE LOGO CAP IS MOUNTED ON A 15 CM (6 INCH)
 DM5785'DIAMETER PVC PIPE.  A 1 M (3.3 FT) LONG GREASE-FILLED SLEEVE WAS
 DM5785'INSTALLED.  LOGO CAP IS FLUSH WITH THE GROUND AND THE TOP OF THE ROD
 DM5785'IS 10 CM (4 INCHES) BELOW THE TOP OF THE LOGO CAP.  THE MARK IS 88.7 M
 DM5785'(291.0 FT) EAST OF A RUNWAY EDGE, 53.6 M (175.9 FT) SOUTH OF A TAXIWAY
 DM5785'CENTERLINE AND 13.0 M (42.7 FT) WEST OF AN APRON EDGE.
 DM5785'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DM5786 ***********************************************************************
 DM5786  SACS        -  This is a Secondary Airport Control Station.
 DM5786  DESIGNATION -  SUO B
 DM5786  PID         -  DM5786
 DM5786  STATE/COUNTY-  SD/TODD
 DM5786  COUNTRY     -  US
 DM5786  USGS QUAD   -  SOLDIER CREEK SE (2017)
 DM5786
 DM5786                         *CURRENT SURVEY CONTROL
 DM5786  ______________________________________________________________________
 DM5786* NAD 83(2011) POSITION- 43 15 46.36246(N) 100 51 34.56361(W)   ADJUSTED
 DM5786* NAD 83(2011) ELLIP HT-   795.639 (meters)        (06/27/12)   ADJUSTED
 DM5786* NAD 83(2011) EPOCH   -  2010.00
 DM5786* NAVD 88 ORTHO HEIGHT -   818.11  (meters)     2684.1   (feet) GPS OBS
 DM5786  ______________________________________________________________________
 DM5786  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM5786  GEOID HEIGHT    -        -22.441 (meters)                     GEOID09
 DM5786  GEOID HEIGHT    -        -22.478 (meters)                     GEOID18
 DM5786  NAD 83(2011) X  -   -876,557.551 (meters)                     COMP
 DM5786  NAD 83(2011) Y  - -4,569,247.223 (meters)                     COMP
 DM5786  NAD 83(2011) Z  -  4,349,360.145 (meters)                     COMP
 DM5786  LAPLACE CORR    -         -6.97  (seconds)                    DEFLEC18
 DM5786
 DM5786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5786  Standards:
 DM5786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5786  -------------------------------------------------------------------
 DM5786  NETWORK    0.50   0.96           0.23   0.17   0.49      0.02608228
 DM5786  -------------------------------------------------------------------
 DM5786  Click here for local accuracies and other accuracy information.
 DM5786
 DM5786.This mark is at Rosebud Sioux Tribal Airport  (SUO)
 DM5786
 DM5786.The horizontal coordinates were established by GPS observations
 DM5786.and adjusted by the National Geodetic Survey in June 2012.
 DM5786
 DM5786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5786.been affixed to the stable North American tectonic plate. See 
 DM5786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5786
 DM5786.The horizontal coordinates are valid at the epoch date displayed above
 DM5786.which is a decimal equivalence of Year/Month/Day.
 DM5786
 DM5786.The orthometric height was determined by GPS observations and a
 DM5786.high-resolution geoid model.
 DM5786
 DM5786.GPS derived orthometric heights for airport stations designated as
 DM5786.PACS or SACS are published to 2 decimal places.  This maintains
 DM5786.centimeter relative accuracy between the PACS and SACS.  It does
 DM5786.not indicate centimeter accuracy relative to other marks which are
 DM5786.part of the published vertical control network.
 DM5786
 DM5786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5786.GEOID18 height accuracy estimate available here.
 DM5786
 DM5786.Click photographs - Photos may exist for this station.
 DM5786
 DM5786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5786
 DM5786.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5786
 DM5786.The ellipsoidal height was determined by GPS observations
 DM5786.and is referenced to NAD 83.
 DM5786
 DM5786. The following values were computed from the NAD 83(2011) position.
 DM5786
 DM5786;                    North         East     Units Scale Factor Converg.
 DM5786;SPC SD S     -   103,399.415   557,274.466   MT  0.99992601   -0 21 47.0
 DM5786;SPC SD S     -   339,236.25  1,828,324.64   sFT  0.99992601   -0 21 47.0
 DM5786;UTM  14      - 4,791,686.569   349,073.109   MT  0.99988021   -1 16 29.0
 DM5786
 DM5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5786!SPC SD S     -   0.99987524  x   0.99992601  =   0.99980126
 DM5786!UTM  14      -   0.99987524  x   0.99988021  =   0.99975547
 DM5786
 DM5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4907391686(NAD 83)
 DM5786
 DM5786                          SUPERSEDED SURVEY CONTROL
 DM5786
 DM5786  NAD 83(2007)-  43 15 46.36216(N)    100 51 34.56487(W) AD(2002.00) 1
 DM5786  ELLIP H (02/23/11)  795.650  (m)                       GP(2002.00) 4 1
 DM5786
 DM5786.Superseded values are not recommended for survey control.
 DM5786
 DM5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5786.See file dsdata.pdf to determine how the superseded data were derived.
 DM5786
 DM5786_MARKER: F = FLANGE-ENCASED ROD
 DM5786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM5786_STAMPING: SUO B 2010
 DM5786_MARK LOGO: NONE
 DM5786_PROJECTION: RECESSED 10 CENTIMETERS
 DM5786_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5786+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DM5786_ROD/PIPE-DEPTH: 3.7 meters
 DM5786_SLEEVE-DEPTH  : 0.9 meters
 DM5786
 DM5786  HISTORY     - Date     Condition        Report By
 DM5786  HISTORY     - 20101004 MONUMENTED       GEOMET
 DM5786
 DM5786                          STATION DESCRIPTION
 DM5786
 DM5786'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2010 (KRO)
 DM5786'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) NORTH-NORTHEAST OF SAINT
 DM5786'FRANCIS, 7.1 KM (4.4 MI) SOUTH-SOUTHEAST OF SOLDIER CREEK AND 3.4 KM
 DM5786'(2.1 MI) NORTH OF ROSEBUD.  OWNERSHIP ROSEBUD SIOUX TRIBAL AIRPORT.
 DM5786'CONTACT THE AIRPORT MANAGER ROBERT W LONG AT 605-441-9258 TO OBTAIN
 DM5786'PERMISSION TO ACCESS THE STATION.
 DM5786'
 DM5786'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND
 DM5786'STATE HIGHWAY 83, GO WEST ON STATE HIGHWAY 18 FOR 4.0 KM (2.5 MI) TO
 DM5786'AN INTERSECTION.  TURN LEFT AND GO SOUTHWEST ON BIA1 (ROSEBUD ROAD)
 DM5786'FOR 8.7 KM (5.4 MI) TO AN INTERSECTION.  TURN RIGHT AND GO NORTHWEST
 DM5786'ON BIA9 (SOLDIER CREEK ROAD) FOR 1.8 KM (1.1 MI) TO AN INTERSECTION.
 DM5786'TURN LEFT AND GO WESTERLY ON THE ROSEBUD SIOUX TRIBAL AIRPORT ENTRANCE
 DM5786'ROAD FOR 1.3 KM (0.8 MI) TO THE AIRPORT ENTRANCE GATE.  PROCEED THRU
 DM5786'THE GATE FOR 161 M (528.2 FT) ALONG THE TAXIWAY TO ITS INTERSECTION
 DM5786'WITH THE RUNWAY.  TURN RIGHT AND GO NORTHERLY ALONG THE RUNWAY FOR
 DM5786'0.65 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 DM5786'
 DM5786'THE STATION IS THE TOP-CENTER OF A 1.43 CM (1 INCH) STAINLESS STEEL
 DM5786'ROD DRIVEN TO REFUSAL DEPTH OF 3.66 M (12.0 FT) THE LOGO CAP IS
 DM5786'STAMPED SUO B 2011.  THE LOGO CAP IS MOUNTED ON A 15 CM (6 INCH)
 DM5786'DIAMETER PVC PIPE.  A 1 M (3.3 FT) LONG GREASE-FILLED SLEEVE WAS
 DM5786'INSTALLED.  LOGO CAP IS FLUSH WITH THE GROUND AND THE TOP OF THE ROD
 DM5786'IS 10 CM (4 INCHES) BELOW THE TOP OF THE LOGO CAP.  THE MARK IS 68.6 M
 DM5786'(225.1 FT) EAST OF A RUNWAY EDGE, 30.2 M (99.1 FT) NORTHWEST OF THE
 DM5786'TOP OF A BANK AND 4.2 M (13.8 FT) SOUTH OF A STEEL ROD NEXT TO A WHITE
 DM5786'METAL FENCE POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DM5786'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DM5787 ***********************************************************************
 DM5787  SACS        -  This is a Secondary Airport Control Station.
 DM5787  DESIGNATION -  SUO C
 DM5787  PID         -  DM5787
 DM5787  STATE/COUNTY-  SD/TODD
 DM5787  COUNTRY     -  US
 DM5787  USGS QUAD   -  SOLDIER CREEK SE (2017)
 DM5787
 DM5787                         *CURRENT SURVEY CONTROL
 DM5787  ______________________________________________________________________
 DM5787* NAD 83(2011) POSITION- 43 15 08.98800(N) 100 51 24.08903(W)   ADJUSTED
 DM5787* NAD 83(2011) ELLIP HT-   804.072 (meters)        (06/27/12)   ADJUSTED
 DM5787* NAD 83(2011) EPOCH   -  2010.00
 DM5787* NAVD 88 ORTHO HEIGHT -   826.50  (meters)     2711.6   (feet) GPS OBS
 DM5787  ______________________________________________________________________
 DM5787  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM5787  GEOID HEIGHT    -        -22.401 (meters)                     GEOID09
 DM5787  GEOID HEIGHT    -        -22.439 (meters)                     GEOID18
 DM5787  NAD 83(2011) X  -   -876,475.563 (meters)                     COMP
 DM5787  NAD 83(2011) Y  - -4,570,074.112 (meters)                     COMP
 DM5787  NAD 83(2011) Z  -  4,348,525.825 (meters)                     COMP
 DM5787  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC18
 DM5787
 DM5787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM5787  Standards:
 DM5787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM5787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM5787  -------------------------------------------------------------------
 DM5787  NETWORK    0.51   0.92           0.23   0.18   0.47      0.03699713
 DM5787  -------------------------------------------------------------------
 DM5787  Click here for local accuracies and other accuracy information.
 DM5787
 DM5787.This mark is at Rosebud Sioux Tribal Airport  (SUO)
 DM5787
 DM5787.The horizontal coordinates were established by GPS observations
 DM5787.and adjusted by the National Geodetic Survey in June 2012.
 DM5787
 DM5787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM5787.been affixed to the stable North American tectonic plate. See 
 DM5787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM5787
 DM5787.The horizontal coordinates are valid at the epoch date displayed above
 DM5787.which is a decimal equivalence of Year/Month/Day.
 DM5787
 DM5787.The orthometric height was determined by GPS observations and a
 DM5787.high-resolution geoid model.
 DM5787
 DM5787.GPS derived orthometric heights for airport stations designated as
 DM5787.PACS or SACS are published to 2 decimal places.  This maintains
 DM5787.centimeter relative accuracy between the PACS and SACS.  It does
 DM5787.not indicate centimeter accuracy relative to other marks which are
 DM5787.part of the published vertical control network.
 DM5787
 DM5787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5787.GEOID18 height accuracy estimate available here.
 DM5787
 DM5787.Click photographs - Photos may exist for this station.
 DM5787
 DM5787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5787
 DM5787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM5787
 DM5787.The ellipsoidal height was determined by GPS observations
 DM5787.and is referenced to NAD 83.
 DM5787
 DM5787. The following values were computed from the NAD 83(2011) position.
 DM5787
 DM5787;                    North         East     Units Scale Factor Converg.
 DM5787;SPC SD S     -   102,244.636   557,503.414   MT  0.99992715   -0 21 39.7
 DM5787;SPC SD S     -   335,447.61  1,829,075.78   sFT  0.99992715   -0 21 39.7
 DM5787;UTM  14      - 4,790,528.347   349,283.648   MT  0.99987943   -1 16 20.9
 DM5787
 DM5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5787!SPC SD S     -   0.99987392  x   0.99992715  =   0.99980108
 DM5787!UTM  14      -   0.99987392  x   0.99987943  =   0.99975337
 DM5787
 DM5787:                Primary Azimuth Mark                     Grid Az
 DM5787:SPC SD S     -  SUO A                                    349 26 05.9
 DM5787:UTM  14      -  SUO A                                    350 20 47.1
 DM5787
 DM5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4928390528(NAD 83)
 DM5787
 DM5787|---------------------------------------------------------------------|
 DM5787| PID    Reference Object                     Distance      Geod. Az  |
 DM5787|                                                           dddmmss.s |
 DM5787| DM5785 SUO A                               467.968 METERS 3490426.2 |
 DM5787|---------------------------------------------------------------------|
 DM5787
 DM5787                          SUPERSEDED SURVEY CONTROL
 DM5787
 DM5787  NAD 83(2007)-  43 15 08.98770(N)    100 51 24.09029(W) AD(2002.00) 1
 DM5787  ELLIP H (02/23/11)  804.082  (m)                       GP(2002.00) 4 1
 DM5787
 DM5787.Superseded values are not recommended for survey control.
 DM5787
 DM5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM5787.See file dsdata.pdf to determine how the superseded data were derived.
 DM5787
 DM5787_MARKER: F = FLANGE-ENCASED ROD
 DM5787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM5787_STAMPING: SUO C
 DM5787_MARK LOGO: NONE
 DM5787_PROJECTION: RECESSED 10 CENTIMETERS
 DM5787_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5787+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2010
 DM5787_ROD/PIPE-DEPTH: 4.9 meters
 DM5787_SLEEVE-DEPTH  : 0.9 meters
 DM5787
 DM5787  HISTORY     - Date     Condition        Report By
 DM5787  HISTORY     - 20101004 MONUMENTED       GEOMET
 DM5787
 DM5787                          STATION DESCRIPTION
 DM5787
 DM5787'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2010 (KRO)
 DM5787'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) NORTH-NORTHEAST OF SAINT
 DM5787'FRANCIS, 8.4 KM (5.2 MI) SOUTH-SOUTHEAST OF SOLDIER CREEK AND 2.3 KM
 DM5787'(1.4 MI) NORTH OF ROSEBUD.  OWNERSHIP ROSEBUD SIOUX TRIBAL AIRPORT.
 DM5787'CONTACT THE AIRPORT MANAGER ROBERT W LONG AT 605-441-9258 TO OBTAIN
 DM5787'PERMISSION TO ACCESS THE STATION.
 DM5787'
 DM5787'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18 AND
 DM5787'STATE HIGHWAY 83, GO WEST ON STATE HIGHWAY 18 FOR 4.0 KM (2.5 MI) TO
 DM5787'AN INTERSECTION.  TURN LEFT AND GO SOUTHWEST ON BIA1 (ROSEBUD ROAD)
 DM5787'FOR 8.7 KM (5.4 MI) TO AN INTERSECTION.  TURN RIGHT AND GO NORTHWEST
 DM5787'ON BIA9 (SOLDIER CREEK ROAD) FOR 1.8 KM (1.1 MI) TO AN INTERSECTION.
 DM5787'TURN LEFT AND GO WESTERLY ON THE ROSEBUD SIOUX TRIBAL AIRPORT ENTRANCE
 DM5787'ROAD FOR 1.3 KM (0.8 MI) TO THE AIRPORT ENTRANCE GATE.  PROCEED THRU
 DM5787'THE GATE FOR 161 M (528.2 FT) ALONG THE TAXIWAY TO ITS INTERSECTION
 DM5787'WITH THE RUNWAY.  TURN LEFT AND GO SOUTHERLY ALONG THE RUNWAY FOR 0.48
 DM5787'KM (0.30 MI) TO THE STATION ON THE LEFT.
 DM5787'
 DM5787'THE STATION IS THE TOP-CENTER OF A 1.43 CM (1 INCH) STAINLESS STEEL
 DM5787'ROD DRIVEN TO REFUSAL DEPTH OF 4.88 M (16.0 FT) THE LOGO CAP IS
 DM5787'STAMPED SUO C 2011.  THE LOGO CAP IS MOUNTED ON A 15 CM (6 INCH)
 DM5787'DIAMETER PVC PIPE.  A 1 M (3.3 FT) LONG GREASE-FILLED SLEEVE WAS
 DM5787'INSTALLED.  LOGO CAP IS FLUSH WITH THE GROUND AND THE TOP OF THE ROD
 DM5787'IS 10 CM (4 INCHES) BELOW THE TOP OF THE LOGO CAP.  THE MARK IS 93.6 M
 DM5787'(307.1 FT) EAST OF A RUNWAY EDGE, 47.2 M (154.9 FT) NORTH-NORTHEAST OF
 DM5787'THE SOUTH CORNER OF A TURN AROUND AND 31.1 M (102.0 FT) NORTHEAST OF
 DM5787'THE NORTH CORNER OF A TURN AROUND.
 DM5787'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0975 ***********************************************************************
 PT0975  DESIGNATION -  SUSAN
 PT0975  PID         -  PT0975
 PT0975  STATE/COUNTY-  SD/SULLY
 PT0975  COUNTRY     -  US
 PT0975  USGS QUAD   -  AGAR SW (2017)
 PT0975
 PT0975                         *CURRENT SURVEY CONTROL
 PT0975  ______________________________________________________________________
 PT0975* NAD 83(1996) POSITION- 44 47 41.20911(N) 100 11 35.02304(W)   ADJUSTED
 PT0975* NAVD 88 ORTHO HEIGHT -   577.88  (+/-2cm)     1895.9   (feet) VERTCON3
 PT0975  ______________________________________________________________________
 PT0975  GEOID HEIGHT    -        -22.815 (meters)                     GEOID18
 PT0975  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 PT0975  HORZ ORDER      -  FIRST
 PT0975  VERT ORDER      -  THIRD ? (See Below)
 PT0975
 PT0975.The horizontal coordinates were established by classical geodetic methods
 PT0975.and adjusted by the National Geodetic Survey in January 1998.
 PT0975
 PT0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0975
 PT0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0975.GEOID18 height accuracy estimate available here.
 PT0975
 PT0975.The vertical order pertains to the NGVD 29 superseded value.
 PT0975
 PT0975.Click photographs - Photos may exist for this station.
 PT0975
 PT0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0975
 PT0975. The following values were computed from the NAD 83(1996) position.
 PT0975
 PT0975;                    North         East     Units Scale Factor Converg.
 PT0975;SPC SD N     -   106,856.143   584,724.227   MT  0.99994908   -0 08 11.9
 PT0975;SPC SD N     -   350,577.20  1,918,382.73   sFT  0.99994908   -0 08 11.9
 PT0975;UTM  14      - 4,960,845.789   405,633.349   MT  0.99970950   -0 50 26.4
 PT0975
 PT0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0975!SPC SD N     -   0.99991298  x   0.99994908  =   0.99986206
 PT0975!UTM  14      -   0.99991298  x   0.99970950  =   0.99962250
 PT0975
 PT0975:                Primary Azimuth Mark                     Grid Az
 PT0975:SPC SD N     -  SUSAN AZ MK                              269 34 15.6
 PT0975:UTM  14      -  SUSAN AZ MK                              270 16 30.1
 PT0975
 PT0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ0563360845(NAD 83)
 PT0975
 PT0975|---------------------------------------------------------------------|
 PT0975| PID    Reference Object                     Distance      Geod. Az  |
 PT0975|                                                           dddmmss.s |
 PT0975| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.31.0 KM 0383634.9 |
 PT0975| PT0970 AGAR MUNICIPAL TANK                 APPROX.10.6 KM 0621759.1 |
 PT0975| CO6214 SUSAN RM 1                           26.581 METERS 09409     |
 PT0975| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX.13.9 KM 1333758.6 |
 PT0975| PT0978 ONIDA MUNICIPAL TANK                APPROX.13.8 KM 1334207.5 |
 PT0975| CO6215 SUSAN RM 2                           38.109 METERS 18037     |
 PT0975| CO6213 SUSAN AZ MK                                        2692603.7 |
 PT0975|---------------------------------------------------------------------|
 PT0975
 PT0975                          SUPERSEDED SURVEY CONTROL
 PT0975
 PT0975  NAD 83(1986)-  44 47 41.20332(N)    100 11 35.02705(W) AD(       ) 1
 PT0975  NAD 27      -  44 47 41.26200(N)    100 11 33.56800(W) AD(       ) 1
 PT0975  NGVD 29             577.51   (m)         1894.7    (f) LEVELING    3  
 PT0975
 PT0975.Superseded values are not recommended for survey control.
 PT0975
 PT0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0975.See file dsdata.pdf to determine how the superseded data were derived.
 PT0975
 PT0975_MARKER: DS = TRIANGULATION STATION DISK
 PT0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0975_STAMPING: SUSAN 1934
 PT0975_MARK LOGO: CGS
 PT0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0975+STABILITY: SURFACE MOTION
 PT0975
 PT0975  HISTORY     - Date     Condition        Report By
 PT0975  HISTORY     - 1934     MONUMENTED       CGS
 PT0975  HISTORY     - 1945     GOOD             CGS
 PT0975  HISTORY     - 1951     GOOD             CGS
 PT0975  HISTORY     - 1964     GOOD             USGS
 PT0975  HISTORY     - 1973     GOOD             USAF
 PT0975
 PT0975                          STATION DESCRIPTION
 PT0975
 PT0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0975'STATION IS ABOUT 9 MILES NW OF ONIDA, 6 MILES SW OF AGAR,
 PT0975'ON A SLIGHT RIDGE 2 MILES S AND 1/2 MILE E OF WHITE FARM
 PT0975'BUILDINGS OWNED BY J.W. CASS (THESE BUILDINGS ARE IN THE
 PT0975'NE 1/4 OF SEC. 34), 17 FEET NE OF A HALF SECTION FENCE CORNER,
 PT0975'14-1/2 FEET N OF SECTION LINE FENCE.  THIS IS THE ONLY FENCE
 PT0975'CORNER IN THE IMMEDIATE VICINITY.  THE MARK PROJECTS 8 INCHES.
 PT0975'
 PT0975'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT0975'BRONZE DISKS SET IN CONCRETE.
 PT0975'
 PT0975'REFERENCE MARK NO. 1 IS E OF THE STATION, 4 FEET N OF SECTION
 PT0975'LINE FENCE AND PROJECTS 6 INCHES.
 PT0975'
 PT0975'REFERENCE MARK NO. 2 IS S OF THE STATION, 75 FEET SSE OF HALF
 PT0975'SECTION FENCE CORNER AND PROJECTS 8 INCHES.
 PT0975'
 PT0975'THE AZIMUTH MARK IS W OF THE STATION, 84-1/2 FEET NE OF NE
 PT0975'SECTION CORNER, 67 FEET E OF SE SECTION CORNER AND PROJECTS
 PT0975'4 INCHES.
 PT0975'
 PT0975'THE STATION IS REACHED FROM AGAR STATE BANK BUILDING IN THE
 PT0975'TOWN OF AGAR, WHICH IS 1/2 MILE W OF U.S. HIGHWAY 83, BY GOING
 PT0975'W ON A GRAVELED ROAD FOR 7.3 MILES.  AT A GRAVELED ROAD
 PT0975'INTERSECTION, TURN S AND GO 1.0 MILE TO THE END OF THE GRAVEL,
 PT0975'CONTINUE S ON GRADED ROAD FOR 2.0 MILES, MAIN ROAD TURNS W.
 PT0975'LEAVE MAIN ROAD AND TURN LEFT OR E, ON PLAIN TRACK ROAD AND
 PT0975'GO 1.5 MILES TO A FENCE CORNER ON THE N SIDE OF THE ROAD AND
 PT0975'THE STATION.
 PT0975'
 PT0975'A 4-FOOT STAND WILL CLEAR ALL LINES EXCEPT GORMAN.
 PT0975'
 PT0975'IT WILL REQUIRE A 15-FOOT STAND TO CLEAR LINES TO THIS
 PT0975'STATION.
 PT0975
 PT0975                          STATION RECOVERY (1945)
 PT0975
 PT0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT0975'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PT0975'IN GOOD CONDITION.  ALL MEASUREMENTS WERE CHECKED AND FOUND
 PT0975'CORRECT.  AS THE ONLY FENCE IN THE IMMEDIATE VICINITY HAS
 PT0975'BEEN PARTLY DESTROYED, OTHER MEASUREMENTS WERE TAKEN FROM A
 PT0975'TRACK ROAD.  A NEW DESCRIPTION FOLLOWS.
 PT0975'
 PT0975'THE STATION IS LOCATED ABOUT 9 MILES NW OF ONIDA, 6 MILES SW
 PT0975'OF AGAR, AND ON A SLIGHT RIDGE OF GRASS AND FARM LAND LYING N
 PT0975'AND S.  THE MARK IS 49 FEET N OF A TRACK ROAD, 17 FEET NE
 PT0975'OF FENCE CORNERPOST, AND PROJECTS 8 INCHES.  THE DISK IS STAMPED
 PT0975'SUSAN 1934.
 PT0975'
 PT0975'REFERENCE MARK 1 IS 26.581 METERS (87.21 FEET) E OF THE STATION,
 PT0975'39 FEET N OF A TRACK ROAD, AND PROJECTS 6 INCHES.  THE DISK
 PT0975'IS STAMPED SUSAN NO 1 1934.
 PT0975'
 PT0975'REFERENCE MARK 2 IS 38.109 METERS (125.03 FEET) S OF THE
 PT0975'STATION, 37 FEET S OF A TRACK ROAD, AND PROJECTS 8 INCHES.
 PT0975'THE DISK IS STAMPED SUSAN NO 2 1934.
 PT0975'
 PT0975'AZIMUTH MARK IS 0.5 MILE W OF THE STATION, 84 FEET NE OF A
 PT0975'N-S SECTION CORNER, 67 FEET E OF A SE SECTION CORNER, AND
 PT0975'PROJECTS 4 INCHES.  THE DISK IS STAMPED AZIMUTH SUSAN 1934.
 PT0975'
 PT0975'TO REACH THE STATION FROM AGAR, GO W FOR 0.5 MILE TO A CROSS
 PT0975'ROAD AND THE JUNCTION OF U.S. HIGHWAY 83.  TURN LEFT ON
 PT0975'U.S. HIGHWAY 83 FOR 3.0 MILES TO A CROSS ROAD AND A SMALL
 PT0975'SCHOOLHOUSE ON THE HILL TO THE W, TURN RIGHT AND FOLLOW A
 PT0975'GRADED AND TRACK ROAD FOR 5.5 MILES TO THE STATION ON THE
 PT0975'RIGHT AS DESCRIBED.
 PT0975'
 PT0975'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON W
 PT0975'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PT0975'
 PT0975'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 PT0975
 PT0975                          STATION RECOVERY (1951)
 PT0975
 PT0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 PT0975'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS
 PT0975'NO. 1 AND NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 PT0975'CONDITION.
 PT0975
 PT0975                          STATION RECOVERY (1964)
 PT0975
 PT0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (AMB)
 PT0975'AGAR, ABOUT 3.0 MI. S. AND 5.8 MI. W. OF NEAR THE 1/4 COR.
 PT0975'BETWEEN SECS. 2 AND 11, T. 115 N., R.78 W.  17 FT N., 4.5 FT
 PT0975'E. AND 0.9 FT HIGHER THAN A X-FE.  IN A CONC. POST, A STD.
 PT0975'TABLET, STAMPED SUSAN 1934
 PT0975
 PT0975                          STATION RECOVERY (1973)
 PT0975
 PT0975'RECOVERY NOTE BY US AIR FORCE 1973
 PT0975'STATION, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN GOOD
 PT0975'CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2367 ***********************************************************************
 PU2367  DESIGNATION -  SUSIE PEAK
 PU2367  PID         -  PU2367
 PU2367  STATE/COUNTY-  SD/BUTTE
 PU2367  COUNTRY     -  US
 PU2367  USGS QUAD   -  FRUITDALE (2017)
 PU2367
 PU2367                         *CURRENT SURVEY CONTROL
 PU2367  ______________________________________________________________________
 PU2367* NAD 83(1996) POSITION- 44 44 07.66330(N) 103 44 38.91126(W)   ADJUSTED
 PU2367* NAVD 88 ORTHO HEIGHT -   988.    (meters)     3241.    (feet) SCALED
 PU2367  ______________________________________________________________________
 PU2367  GEOID HEIGHT    -        -15.654 (meters)                     GEOID18
 PU2367  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 PU2367  HORZ ORDER      -  SECOND
 PU2367
 PU2367.The horizontal coordinates were established by classical geodetic methods
 PU2367.and adjusted by the National Geodetic Survey in January 1998.
 PU2367
 PU2367.The orthometric height was scaled from a topographic map.
 PU2367
 PU2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2367.GEOID18 height accuracy estimate available here.
 PU2367
 PU2367.Click photographs - Photos may exist for this station.
 PU2367
 PU2367.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2367
 PU2367. The following values were computed from the NAD 83(1996) position.
 PU2367
 PU2367;                    North         East     Units Scale Factor Converg.
 PU2367;SPC SD N     -   107,102.848   303,550.270   MT  0.99995421   -2 38 59.5
 PU2367;SPC SD N     -   351,386.59    995,897.84   sFT  0.99995421   -2 38 59.5
 PU2367;UTM  13      - 4,954,331.337   599,435.308   MT  0.99972158   +0 53 02.4
 PU2367
 PU2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2367!SPC SD N     -   0.99984749  x   0.99995421  =   0.99980171
 PU2367!UTM  13      -   0.99984749  x   0.99972158  =   0.99956911
 PU2367
 PU2367:                Primary Azimuth Mark                     Grid Az
 PU2367:SPC SD N     -  SUSIE PEAK AZ MK                         101 16 01.6
 PU2367:UTM  13      -  SUSIE PEAK AZ MK                         097 43 59.7
 PU2367
 PU2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9943554331(NAD 83)
 PU2367
 PU2367|---------------------------------------------------------------------|
 PU2367| PID    Reference Object                     Distance      Geod. Az  |
 PU2367|                                                           dddmmss.s |
 PU2367| CQ4170 SUSIE PEAK AZ MK                                   0983702.1 |
 PU2367| CQ4171 SUSIE PEAK RM 1                       3.843 METERS 12013     |
 PU2367| CQ4277 TT 40 WDR                                          1963520.3 |
 PU2367| CQ4172 SUSIE PEAK RM 2                       4.602 METERS 30338     |
 PU2367|---------------------------------------------------------------------|
 PU2367
 PU2367                          SUPERSEDED SURVEY CONTROL
 PU2367
 PU2367  NAD 83(1993)-  44 44 07.65800(N)    103 44 38.91188(W) AD(       ) 2
 PU2367  NAD 83(1986)-  44 44 07.65231(N)    103 44 38.90641(W) AD(       ) 2
 PU2367  NAD 27      -  44 44 07.70850(N)    103 44 37.19160(W) AD(       ) 2
 PU2367
 PU2367.Superseded values are not recommended for survey control.
 PU2367
 PU2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2367.See file dsdata.pdf to determine how the superseded data were derived.
 PU2367
 PU2367_MARKER: DB = BENCH MARK DISK
 PU2367_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PU2367_MARK LOGO: USGS
 PU2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2367
 PU2367  HISTORY     - Date     Condition        Report By
 PU2367  HISTORY     - UNK      MONUMENTED       USGS
 PU2367  HISTORY     - 1950     GOOD             CGS
 PU2367  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PU2367
 PU2367                          STATION DESCRIPTION
 PU2367
 PU2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2367'THE STATION IS LOCATED ABOUT 5 MILES EAST AND 4-1/4 MILES
 PU2367'NORTH OF BELLE FOURCHE, ON A LOW SHARP PEAK ABOUT 1 MILE
 PU2367'WEST OF THE BELLE FOURCHE RESERVOIR.
 PU2367'
 PU2367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU2367'85 IN BELLE FOURCHE, GO EASTERLY ON THE FORMER FOR 5.1 MILES
 PU2367'TO A SIDE ROAD ON THE LEFT.  TURN LEFT, NORTH, AND FOLLOW
 PU2367'THE GRAVELED ROAD FOR 0.55 MILE TO A T-INTERSECTION.  TURN
 PU2367'RIGHT, AND FOLLOW THE MAIN ROAD FOR 1.25 MILES TO A GATE IN THE
 PU2367'MIDDLE OF A CANAL BRIDGE.  GO THROUGH GATE AND CONTINUE FOR 0.2
 PU2367'MILE TO A FORK.  BEAR LEFT AND FOLLOW A TRACK ROAD FOR 1.4
 PU2367'MILES TO A GATE IN A FENCE CORNER.  GO THROUGH GATE AND GO
 PU2367'ALONG THE WEST SIDE OF THE FENCE FOR 1.05 MILES TO ANOTHER
 PU2367'FENCE CORNER, TURN RIGHT, EAST, AND GO ALONG THE NORTH SIDE
 PU2367'OF THE FENCE FOR 0.25 MILE TO THE BASE OF A SHARP PEAK AND
 PU2367'THE END OF TRUCK TRAVEL.  PACK UP STEEL SLOPE FOR ABOUT 25
 PU2367'YARDS TO THE TOP AND STATION.
 PU2367'
 PU2367'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE NORTH
 PU2367'SIDE OF THE FENCE FOR ABOUT 0.4 MILE TO THE AZIMUTH MARK AS
 PU2367'DESCRIBED.
 PU2367'
 PU2367'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2367'MARK DISK SET IN CEMENT IN A DRILLED HOLE IN A IRREGULAR MASS
 PU2367'OF CONCRETE.  THE DISK OF THE MARK IS NOT STAMPED.
 PU2367'
 PU2367'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2367'SUSIE PEAK USGS NO 1 1950.
 PU2367'
 PU2367'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS
 PU2367'STAMPED SUSIE PEAK USGS NO 2 1950.
 PU2367'
 PU2367'THE AZIMUTH MARK IS 30 FEET WEST OF A CATTLE GUARD, 3 FEET
 PU2367'EAST OF A WITNESS POST, AND 1 FOOT NORTH OF THE FENCE.  THE
 PU2367'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED SUSIE PEAK
 PU2367'USGS 1950.
 PU2367'
 PU2367'ALL MARKS (EXCEPT THE STATION MARK) ARE STANDARD DISK SET IN THE
 PU2367'TOP OF 12-INCH CONCRETE CYLINDERS.
 PU2367
 PU2367                          STATION RECOVERY (1962)
 PU2367
 PU2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2367'ALL MARKS WERE RECOVERED IN GOOD CONDITION EXCEPT THE STATION
 PU2367'MARK.  A GREATER PART OF THE STATION MARK POST HAD BEEN
 PU2367'EXPOSED DUE TO EROSION.  PERMISSION WAS OBTAINED FROM THE
 PU2367'U.S. GEOLOGICAL SURVEY IN DENVER, COLORADO TO RESET THE MARK.
 PU2367'THE U.S. GEOLOGICAL SURVEY BENCH MARK DISK WAS LOWERED AND A
 PU2367'COAST AND GEODETIC SURVEY STATION MARK DISK, USED AS AN
 PU2367'UNDERGROUND MARK, WAS SET BY PARTY 623.  THE DISTANCE TO
 PU2367'REFERENCE MARK NO. 1 WAS VERIFIED BUT THE DIRECTION MISSED
 PU2367'THE PREVIOUS DIRECTION BY 19 MINUTES AND 30 SECONDS.  THE
 PU2367'DISTANCE TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS
 PU2367'DISTANCE BY 0.020 METER.  THE DIRECTION TO REFERENCE MARK
 PU2367'NO. 2 MISSED THE PREVIOUS DIRECTION BY 20 MINUTES AND 51
 PU2367'SECONDS.  THE DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS
 PU2367'DIRECTION 09.5 SECONDS.
 PU2367'
 PU2367'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 PU2367'
 PU2367'THE STATION IS 7 MILES NORTHEAST OF BELLE FOURCHE, ON THE TOP
 PU2367'OF A LOW SHARP PEAK WHICH IS 3/4 MILE WEST OF THE BELLW
 PU2367'FOURCHE RESERVOIR, IN THE SOUTHWEST QUARTER OF SECTION 15,
 PU2367'T 9 N, R 3 E, AND ON PROPERTY OWNED BY THE OLSON RANCH.
 PU2367'
 PU2367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 212
 PU2367'AND 85, ON THE WEST EDGE OF THE BUSINESS DISTRICT OF BELLE
 PU2367'FOURCHE, GO EAST ON HIGHWAY 212 FOR 5.0 MILES TO A SIDE ROAD
 PU2367'ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 0.55
 PU2367'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVEL
 PU2367'ROAD FOR 1.15 MILES TO A BRIDGE.  CROSS THE BRIDGE AND CONTINUE
 PU2367'EAST ON THE GRAVEL ROAD FOR 0.2 MILE TO A GATE ON THE LEFT
 PU2367'AT THE TOP OF A HILL.  TURN LEFT, PASS THROUGH THE GATE, AND
 PU2367'GO NORTH ON A TRACK ROAD FOR 0.05 MILE TO A ROAD FORK.  BEAR
 PU2367'LEFT AND GO NORTHERLY AND EAST ON A TRACK ROAD FOR 0.9 MILE
 PU2367'TO A WOODEN BRIDGE.  CROSS THE BRIDGE, BEAR LEFT AT A FORK,
 PU2367'AND FOLLOW A DIM TRACK ROAD NORTHEASTERLY ACROSS GRAZING LAND
 PU2367'FOR 0.45 MILE TO A FENCE CORNER AND A WIRE GATE.* PASS
 PU2367'THROUGH THE GATE AND GO NORTH FOR 0.05 MILE TO BENCH MARK TT
 PU2367'40 WDR (USGS) ON THE RIGHT.  CONTINUE NORTH ALONG THE WEST
 PU2367'SIDE OF THE FENCE ON A DIM TRACK ROAD FOR 1.05 MILES TO A
 PU2367'WIRE GATE ON THE RIGHT, NEAR THE TOP OF A RIDGE.  TURN RIGHT,
 PU2367'PASS THROUGH THE GATE, AND FOLLOW A DIM TRACK ROAD EASTERLY
 PU2367'ALONG THE TOP OF THE RIDGE FOR 0.3 MILE TO THE BASE OF A
 PU2367'SHARP PEAK.  PACK ABOUT 20 YARDS TO THE TOP OF THE PEAK
 PU2367'AND THE STATION.
 PU2367'
 PU2367'THE SURFACE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 PU2367'MARK DISK, UNSTAMPED, SET IN THE TOP OF A ROUND CONCRETE POST
 PU2367'2 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 PU2367'DISK IS A STANDARD COAST AND GEODETIC SURVEY STATION MARK
 PU2367'DISK, STAMPED SUSIE PEAK 1950 1962, SET IN AN IRREGULAR MASS
 PU2367'OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 PU2367'
 PU2367'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SUSIE PEAK USGS
 PU2367'NO 1 1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8
 PU2367'INCHES.
 PU2367'
 PU2367'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SUSIE PEAK
 PU2367'NO 2 1950, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8
 PU2367'INCHES.
 PU2367'
 PU2367'AZIMUTH MARK, A STANDARD DISK STAMPED SUSIE PEAK USGS 1950, IS
 PU2367'SET IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 3
 PU2367'FEET NORTH OF A WOODEN WITNESS POST, 2 FEET WEST OF THE WEST
 PU2367'GATE POST AND 1 FOOT NORTH OF THE FENCE.
 PU2367'
 PU2367'TT 40 WDR IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 PU2367'TT 40 WDR 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 PU2367'PROJECTS 6 INCHES.  IT IS 100 FEET NORTH OF THE CENTER OF THE
 PU2367'WIRE GATE, 1 FOOT WEST OF THE FENCE AND 1 FOOT NORTHWEST OF A
 PU2367'METAL WITNESS POST.
 PU2367'
 PU2367'*TO REACH THE AZIMUTH MARK FROM THE FENCE CORNER AND GATE
 PU2367'MENTIONED IN THE DESCRIPTION ABOVE, GO NORTH ALONG THE EAST
 PU2367'SIDE OF THE FENCE AND THEN NORTHEAST ACROSS GRAZING LAND FOR
 PU2367'1.5 MILES TO THE AZIMUTH MARK NEAR A GATE IN AN EAST-WEST
 PU2367'FENCE.
 PU2367'
 PU2367'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0081 ***********************************************************************
 PT0081  DESIGNATION -  SUTTON
 PT0081  PID         -  PT0081
 PT0081  STATE/COUNTY-  SD/SULLY
 PT0081  COUNTRY     -  US
 PT0081  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0081
 PT0081                         *CURRENT SURVEY CONTROL
 PT0081  ______________________________________________________________________
 PT0081* NAD 83(1996) POSITION- 44 51 09.01614(N) 100 21 03.30687(W)   ADJUSTED
 PT0081* NAVD 88 ORTHO HEIGHT -   613.176 (meters)     2011.73  (feet) ADJUSTED
 PT0081  ______________________________________________________________________
 PT0081  GEOID HEIGHT    -        -22.617 (meters)                     GEOID18
 PT0081  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 PT0081  DYNAMIC HEIGHT  -        613.074 (meters)     2011.39  (feet) COMP
 PT0081  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 PT0081
 PT0081  HORZ ORDER      -  FIRST
 PT0081  VERT ORDER      -  SECOND    CLASS 0
 PT0081
 PT0081.The horizontal coordinates were established by classical geodetic methods
 PT0081.and adjusted by the National Geodetic Survey in January 1998.
 PT0081
 PT0081.The orthometric height was determined by differential leveling and
 PT0081.adjusted by the NATIONAL GEODETIC SURVEY
 PT0081.in June 1991.
 PT0081
 PT0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0081.GEOID18 height accuracy estimate available here.
 PT0081
 PT0081.Click photographs - Photos may exist for this station.
 PT0081
 PT0081.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0081
 PT0081.The dynamic height is computed by dividing the NAVD 88
 PT0081.geopotential number by the normal gravity value computed on the
 PT0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0081.degrees latitude (g = 980.6199 gals.).
 PT0081
 PT0081.The modeled gravity was interpolated from observed gravity values.
 PT0081
 PT0081. The following values were computed from the NAD 83(1996) position.
 PT0081
 PT0081;                    North         East     Units Scale Factor Converg.
 PT0081;SPC SD N     -   113,312.498   572,261.895   MT  0.99994510   -0 14 54.1
 PT0081;SPC SD N     -   371,759.42  1,877,495.90   sFT  0.99994510   -0 14 54.1
 PT0081;UTM  14      - 4,967,453.361   393,254.070   MT  0.99974012   -0 57 10.3
 PT0081
 PT0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0081!SPC SD N     -   0.99990742  x   0.99994510  =   0.99985252
 PT0081!UTM  14      -   0.99990742  x   0.99974012  =   0.99964756
 PT0081
 PT0081:                Primary Azimuth Mark                     Grid Az
 PT0081:SPC SD N     -  SUTTON AZ MK                             069 00 25.7
 PT0081:UTM  14      -  SUTTON AZ MK                             069 42 41.9
 PT0081
 PT0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9325467453(NAD 83)
 PT0081
 PT0081|---------------------------------------------------------------------|
 PT0081| PID    Reference Object                     Distance      Geod. Az  |
 PT0081|                                                           dddmmss.s |
 PT0081| PT0079 SUTTON RM 1                           5.578 METERS 02045     |
 PT0081| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.36.5 KM 0603921.4 |
 PT0081| PT0078 SUTTON AZ MK                                       0684531.6 |
 PT0081| PT0970 AGAR MUNICIPAL TANK                 APPROX.21.9 KM 0934838.1 |
 PT0081| PT0978 ONIDA MUNICIPAL TANK                APPROX.27.6 KM 1251744.0 |
 PT0081| CO6217 SUTTON RM 3                           5.889 METERS 31044     |
 PT0081| PT0080 SUTTON RM 2                           5.930 METERS 31236     |
 PT0081|---------------------------------------------------------------------|
 PT0081
 PT0081                          SUPERSEDED SURVEY CONTROL
 PT0081
 PT0081  NAD 83(1986)-  44 51 09.00994(N)    100 21 03.30963(W) AD(       ) 1
 PT0081  NAD 27      -  44 51 09.06800(N)    100 21 01.83000(W) AD(       ) 1
 PT0081  NGVD 29 (??/??/92)  612.804  (m)         2010.51   (f) ADJ UNCH    2 0
 PT0081  NGVD 29             612.85   (m)         2010.7    (f) LEVELING    3  
 PT0081
 PT0081.Superseded values are not recommended for survey control.
 PT0081
 PT0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0081.See file dsdata.pdf to determine how the superseded data were derived.
 PT0081
 PT0081_MARKER: DS = TRIANGULATION STATION DISK
 PT0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0081_STAMPING: SUTTON 1934
 PT0081_MARK LOGO: CGS
 PT0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0081+STABILITY: SURFACE MOTION
 PT0081
 PT0081  HISTORY     - Date     Condition        Report By
 PT0081  HISTORY     - 1934     MONUMENTED       CGS
 PT0081  HISTORY     - 1945     GOOD             CGS
 PT0081  HISTORY     - 1946     GOOD             CGS
 PT0081  HISTORY     - 1948     GOOD             CGS
 PT0081
 PT0081                          STATION DESCRIPTION
 PT0081
 PT0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT0081'STATION IS ON THE MOST NORTHERLY OF FOUR ROUGH, ROCKY HILLTOPS
 PT0081'IN A CONSPICUOUS RANGE OF HILLS ABOUT 13 MILES W OF AGAR.  IT
 PT0081'IS IN THE SE 1/4 SEC. 16, T 116 N, R 79 W.
 PT0081'
 PT0081'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1, ARE STANDARD
 PT0081'BRONZE DISKS SET IN CONCRETE.
 PT0081'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN
 PT0081'CONCRETE IN A DEPRESSION IN A BOULDER.
 PT0081'
 PT0081'REFERENCE MARK NO. 1 IS N OF THE STATION.
 PT0081'
 PT0081'THE OTHER REFERENCE MARK IS A CROSS CHISELED IN THE TOP OF
 PT0081'A GRANITE BOULDER.  IT IS WNW OF THE STATION.
 PT0081'
 PT0081'THE AZIMUTH MARK IS ABOUT 1/2 MILE NE OF THE STATION.  IT
 PT0081'IS SET IN A BOULDER ABOUT 5 FEET IN DIAMETER AND IS 185 FEET
 PT0081'E OF A FENCE.
 PT0081'
 PT0081'THE STATION IS REACHED FROM AGAR, BY GOING N 1 MILE AND W
 PT0081'12 MILES TO A CROSSROADS.  CONTINUE W STRAIGHT AHEAD ACROSS
 PT0081'COUNTRY ALONG THE N SIDE OF THE FENCE 0.5 MILE TO A GATE.
 PT0081'PASS THROUGH THE GATE AND CONTINUE W, 0.5 MILE TO A FENCE
 PT0081'CORNER.  CROSS THE FENCE AND DRIVE UP THE SLOPE TO THE W,
 PT0081'0.3 MILE TO THE TOP OF THE HILL AND THE STATION.
 PT0081'
 PT0081'A 4-FOOT STAND WAS ERECTED.
 PT0081
 PT0081                          STATION RECOVERY (1945)
 PT0081
 PT0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT0081'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 PT0081'ALL MARKS WERE MEASURED AND FOUND TO BE CORRECT.
 PT0081'
 PT0081'STATION IS LOCATED ON THE MOST N OF FOUR HILLS WHICH ARE
 PT0081'ABOUT 13 MILES W OF AGAR AND 2 MILES E OF THE MISSOURI RIVER.
 PT0081'THE MARK IS ON THE HIGHEST PART OF THE HILL AND PROJECTS
 PT0081'6 INCHES.  THE DISK IS STAMPED SUTTON 1934.
 PT0081'
 PT0081'REFERENCE MARK 1 IS 5.600 METERS (18.38 FEET) NNE OF THE
 PT0081'STATION AND AT ABOUT THE SAME ELEVATION.  IT IS A BRONZE
 PT0081'REFERENCE DISK SET IN AN OUTCROPPING BOULDER AND PROJECTS
 PT0081'3 INCHES.  THE DISK IS STAMPED SUTTON NO 1 1934.
 PT0081'
 PT0081'REFERENCE MARK 2 IS 5.988 METERS (19.65 FEET) WNW OF THE
 PT0081'STATION AND ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK
 PT0081'IS A CROSS CHISELED IN THE TOP OF AN OUTCROPPING BOULDER AND
 PT0081'PROJECTS 8 INCHES.
 PT0081'
 PT0081'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE ENE OF THE STATION,
 PT0081'185 FEET E OF A N-S FENCE LINE, IS SET IN A BOULDER ABOUT
 PT0081'5 FEET IN DIAMETER AND PROJECTING ABOUT 2 FEET.  THE DISK
 PT0081'IS STAMPED AZIMUTH SUTTON 1934.
 PT0081'
 PT0081'TO REACH THE STATION FROM AGAR, GO W FOR 0.5 MILE TO CROSSROADS
 PT0081'AND U.S. HIGHWAY 83, CONTINUE W ON A GRAVEL ROAD FOR 11.5 MILES
 PT0081'TO THE END OF THE GRAVEL, CONTINUE ON W FOR 0.6 MILE TO THE
 PT0081'END OF THE GRADED ROAD AND THE JOHN WAGNER FARM ON THE LEFT.
 PT0081'CONTINUE ON W THROUGH LANE FOR 0.4 MILE TO A GATE, PASS THROUGH
 PT0081'THE GATE AND TURN RIGHT FOLLOWING ALONG FENCE FOR 0.5 MILE
 PT0081'TO A GATE, PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD
 PT0081'ALONG THE FENCE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 PT0081'RIGHT AS DESCRIBED.  TURN LEFT (W AND S) THROUGH PASTURE LAND
 PT0081'FOR 0.5 MILE TO THE BASE OF THE HILL.  PACK W APPROXIMATELY 100
 PT0081'YARDS TO THE HIGHEST POINT AND THE STATION.
 PT0081'
 PT0081'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 PT0081
 PT0081                          STATION RECOVERY (1946)
 PT0081
 PT0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PT0081'14.8 MI W FROM AGAR.
 PT0081'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0
 PT0081'MILE NORTH ALONG A DIRT ROAD, THENCE 1.5 MILES WEST ALONG A TRAIL
 PT0081'THRU A PASTURE TO THE TOP OF A HILL AND THE SITE OF THE MARK.
 PT0081'THE MARK IS SET ON THE TOP OF THE MOST NORTHERLY OF A GROUP
 PT0081'OF HILLS.  3.0 FEET NORTH OF A WHITE 4 X 4 MARKER POST.  A
 PT0081'BRONZE M.R.C. DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PT0081'PROJECTS 6 INCHES ABOVE THE GROUND.  STAMPED SUTTON 1934.
 PT0081
 PT0081                          STATION RECOVERY (1948)
 PT0081
 PT0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0081'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 PT0081'REFERENCE MARKS DO NOT APPEAR TO HAVE BEEN DISTURBED BUT A
 PT0081'DIFFERENCE IN THE DISTANCE TO NO. 1 WAS 0.022 METERS AND TO
 PT0081'NO. 2 WAS 0.058 METERS.  1948 MEASUREMENTS WERE CAREFULLY CHECKED.
 PT0081'A NEW REFERENCE MARK, NO. 3, WAS ESTABLISHED.
 PT0081'
 PT0081'STATION IS LOCATED ABOUT 13 MILES WEST OF AGAR, ABOUT 2 MILES
 PT0081'EAST OF THE MISSOURI RIVER, ON THE HIGHEST POINT OF THE
 PT0081'MOST NORTHERLY ONE OF A GROUP OF FOUR HILLS, ON LAND OWNED
 PT0081'BY THE STATE, AND IN THE SE 1/4 SEC. 16, T 116 N, R 79 W.  THE
 PT0081'STATION MARK AND REFERENCE MARKS NO. 1 AND 3, AND THE AZIMUTH
 PT0081'MARK ARE DESCRIBED.  THE STATION
 PT0081'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED SUTTON 1934.
 PT0081'
 PT0081'REFERENCE MARK NO. 1 IS 18.30 FEET NORTH-NORTHEAST OF THE
 PT0081'STATION, AND 2 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 PT0081'SUTTON NO 1 1934.
 PT0081'
 PT0081'REFERENCE MARK NO. 2 IS 19.45 FEET WEST-NORTHWEST OF THE
 PT0081'STATION, AND 2 FEET SOUTH OF A WITNESS POST.  IT IS A CROSS
 PT0081'CHISELED IN THE TOP OF A GRANITE BOULDER.
 PT0081'
 PT0081'REFERENCE MARK NO. 3 IS 19.32 FEET WEST-NORTHWEST OF THE
 PT0081'STATION, 3 FEET SOUTH OF A WITNESS POST, AND IN THE SAME
 PT0081'BOULDER AS REFERENCE MARK NO. 2.  IT IS STAMPED SUTTON NO 3
 PT0081'1948.
 PT0081'
 PT0081'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-NORTHEAST
 PT0081'OF THE STATION, 0.1 MILE NORTH OF A FENCE CORNER, AND 185 FEET
 PT0081'EAST OF A WIRE FENCE.  IT IS IN A BOULDER THAT IS ABOUT 5
 PT0081'FEET IN DIAMETER AND ABOUT 2 FEET HIGH.  IT IS STAMPED SUTTON
 PT0081'AZIMUTH 1934.
 PT0081'
 PT0081'TO REACH THE STATION FROM AGAR, GO WEST 0.5 MILE TO U.S.
 PT0081'HIGHWAY 83.  CONTINUE WEST ON A GRAVELED ROAD 12.0 MILES TO A
 PT0081'POINT WHERE THE MAIN ROAD TURNS TO THE SOUTH.  CONTINUE
 PT0081'WEST ON A DIRT ROAD 0.55 MILE TO THE ENTRANCE TO A FARMHOUSE
 PT0081'ON THE LEFT.  CONTINUE WEST ON A FARM LANE 0.5 MILE TO A GATE
 PT0081'AT THE END OF THE LANE.  THEN GO THROUGH GATE, TURN RIGHT
 PT0081'(NORTH) 0.55 MILE TO A GATE.  GO THROUGH GATE, CONTINUE
 PT0081'NORTHERLY ALONG THE WEST SIDE OF A WIRE FENCE, 0.6 MILE
 PT0081'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN SHARP
 PT0081'LEFT, SOUTHWESTERLY, ACROSS PASTURE FOR APPROXIMATELY 0.45 MILE
 PT0081'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0078 ***********************************************************************
 PT0078  DESIGNATION -  SUTTON AZ MK
 PT0078  PID         -  PT0078
 PT0078  STATE/COUNTY-  SD/SULLY
 PT0078  COUNTRY     -  US
 PT0078  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0078
 PT0078                         *CURRENT SURVEY CONTROL
 PT0078  ______________________________________________________________________
 PT0078* NAD 83(1986) POSITION- 44 51 09.     (N) 100 20 43.     (W)   SCALED
 PT0078* NAVD 88 ORTHO HEIGHT -   568.215 (meters)     1864.22  (feet) ADJUSTED
 PT0078  ______________________________________________________________________
 PT0078  GEOID HEIGHT    -        -22.621 (meters)                     GEOID18
 PT0078  DYNAMIC HEIGHT  -        568.119 (meters)     1863.90  (feet) COMP
 PT0078  MODELED GRAVITY -    980,430.4   (mgal)                       NAVD 88
 PT0078
 PT0078  VERT ORDER      -  SECOND    CLASS 0
 PT0078
 PT0078.The horizontal coordinates were scaled from a map and have
 PT0078.an estimated accuracy of +/- 6 seconds.
 PT0078
 PT0078.The orthometric height was determined by differential leveling and
 PT0078.adjusted by the NATIONAL GEODETIC SURVEY
 PT0078.in June 1991.
 PT0078
 PT0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0078.GEOID18 height accuracy estimate available here.
 PT0078
 PT0078.Click photographs - Photos may exist for this station.
 PT0078
 PT0078.The dynamic height is computed by dividing the NAVD 88
 PT0078.geopotential number by the normal gravity value computed on the
 PT0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0078.degrees latitude (g = 980.6199 gals.).
 PT0078
 PT0078.The modeled gravity was interpolated from observed gravity values.
 PT0078
 PT0078;                    North         East    Units  Estimated Accuracy
 PT0078;SPC SD N     -   113,310.      572,710.      MT  (+/- 180 meters Scaled)
 PT0078
 PT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ936674(NAD 83)
 PT0078
 PT0078                          SUPERSEDED SURVEY CONTROL
 PT0078
 PT0078  NGVD 29 (??/??/92)  567.841  (m)         1862.99   (f) ADJ UNCH    2 0
 PT0078
 PT0078.Superseded values are not recommended for survey control.
 PT0078
 PT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0078.See file dsdata.pdf to determine how the superseded data were derived.
 PT0078
 PT0078_MARKER: DZ = AZIMUTH MARK DISK
 PT0078_SETTING: 80 = SET IN A BOULDER
 PT0078_STAMPING: SUTTON AZI 1934
 PT0078_MARK LOGO: CGS
 PT0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0078+STABILITY: SURFACE MOTION
 PT0078
 PT0078  HISTORY     - Date     Condition        Report By
 PT0078  HISTORY     - 1934     MONUMENTED       CGS
 PT0078  HISTORY     - 1946     GOOD             CGS
 PT0078
 PT0078                          STATION DESCRIPTION
 PT0078
 PT0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0078'14.3 MI W FROM AGAR.
 PT0078'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0 MILE
 PT0078'NORTH, THENCE 1.0 MILE WEST OF THE SITE OF THE MARK.  185.0
 PT0078'FEET EAST OF A NORTH AND SOUTH FENCE, 2.5 FEET NORTH OF A WHITE
 PT0078'4 X 4 MARKER POST.  A BRONZE MRC DISK SET IN THE TOP OF A 5 FOOT
 PT0078'BOULDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0079 ***********************************************************************
 PT0079  DESIGNATION -  SUTTON RM 1
 PT0079  PID         -  PT0079
 PT0079  STATE/COUNTY-  SD/SULLY
 PT0079  COUNTRY     -  US
 PT0079  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0079
 PT0079                         *CURRENT SURVEY CONTROL
 PT0079  ______________________________________________________________________
 PT0079* NAD 83(1986) POSITION- 44 51 09.19   (N) 100 21 03.22   (W)   HD_HELD1
 PT0079* NAVD 88 ORTHO HEIGHT -   613.357 (meters)     2012.32  (feet) ADJUSTED
 PT0079  ______________________________________________________________________
 PT0079  GEOID HEIGHT    -        -22.616 (meters)                     GEOID18
 PT0079  DYNAMIC HEIGHT  -        613.255 (meters)     2011.99  (feet) COMP
 PT0079  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 PT0079
 PT0079  VERT ORDER      -  SECOND    CLASS 0
 PT0079
 PT0079.The horizontal coordinates were determined by differentially corrected
 PT0079.hand held GPS observations or other comparable positioning techniques
 PT0079.and have an estimated accuracy of +/- 3 meters.
 PT0079
 PT0079.The orthometric height was determined by differential leveling and
 PT0079.adjusted by the NATIONAL GEODETIC SURVEY
 PT0079.in June 1991.
 PT0079
 PT0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0079.GEOID18 height accuracy estimate available here.
 PT0079
 PT0079.Click photographs - Photos may exist for this station.
 PT0079
 PT0079.The dynamic height is computed by dividing the NAVD 88
 PT0079.geopotential number by the normal gravity value computed on the
 PT0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0079.degrees latitude (g = 980.6199 gals.).
 PT0079
 PT0079.The modeled gravity was interpolated from observed gravity values.
 PT0079
 PT0079;                    North         East    Units  Estimated Accuracy
 PT0079;SPC SD N     -   113,317.9     572,263.8     MT  (+/- 3 meters HH1 GPS) 
 PT0079
 PT0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9325667458(NAD 83)
 PT0079
 PT0079                          SUPERSEDED SURVEY CONTROL
 PT0079
 PT0079  NGVD 29 (??/??/92)  612.985  (m)         2011.10   (f) ADJ UNCH    2 0
 PT0079
 PT0079.Superseded values are not recommended for survey control.
 PT0079
 PT0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0079.See file dsdata.pdf to determine how the superseded data were derived.
 PT0079
 PT0079_MARKER: DR = REFERENCE MARK DISK
 PT0079_SETTING: 66 = SET IN ROCK OUTCROP
 PT0079_STAMPING: SUTTON NO 1 1934
 PT0079_MARK LOGO: CGS
 PT0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0079+STABILITY: POSITION/ELEVATION WELL
 PT0079
 PT0079  HISTORY     - Date     Condition        Report By
 PT0079  HISTORY     - 1934     MONUMENTED       CGS
 PT0079  HISTORY     - 1946     GOOD             CGS
 PT0079  HISTORY     - 1948     GOOD             CGS
 PT0079
 PT0079                          STATION DESCRIPTION
 PT0079
 PT0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0079'14.8 MI W FROM AGAR.
 PT0079'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0
 PT0079'MILE NORTH ALONG A DIRT ROAD, THENCE 1.5 MILES WEST ALONG A
 PT0079'TRAIL THRU A PASTURE TO THE TOP OF A HILL AND THE SITE OF
 PT0079'THE MARK.  THE MARK IS SET ON THE TOP OF THE MOST NORTHERLY
 PT0079'OF A GROUP OF HILLS.  18.4 FEET NORTHEAST OF THE TRIANGULATION
 PT0079'STATION, 1.8 FEET SOUTHEAST OF A WHITE 4 X 4 MARKER POST.  A
 PT0079'BRONZE M.R.C. DISK SET IN THE TOP OF A ROCK OUTCROP.
 PT0079
 PT0079                          STATION RECOVERY (1948)
 PT0079
 PT0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT0079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0080 ***********************************************************************
 PT0080  DESIGNATION -  SUTTON RM 2
 PT0080  PID         -  PT0080
 PT0080  STATE/COUNTY-  SD/SULLY
 PT0080  COUNTRY     -  US
 PT0080  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0080
 PT0080                         *CURRENT SURVEY CONTROL
 PT0080  ______________________________________________________________________
 PT0080* NAD 83(1986) POSITION- 44 51 09.15   (N) 100 21 03.51   (W)   HD_HELD1
 PT0080* NAVD 88 ORTHO HEIGHT -   612.467 (meters)     2009.40  (feet) ADJUSTED
 PT0080  ______________________________________________________________________
 PT0080  GEOID HEIGHT    -        -22.616 (meters)                     GEOID18
 PT0080  DYNAMIC HEIGHT  -        612.365 (meters)     2009.07  (feet) COMP
 PT0080  MODELED GRAVITY -    980,430.5   (mgal)                       NAVD 88
 PT0080
 PT0080  VERT ORDER      -  SECOND    CLASS 0
 PT0080
 PT0080.The horizontal coordinates were determined by differentially corrected
 PT0080.hand held GPS observations or other comparable positioning techniques
 PT0080.and have an estimated accuracy of +/- 3 meters.
 PT0080
 PT0080.The orthometric height was determined by differential leveling and
 PT0080.adjusted by the NATIONAL GEODETIC SURVEY
 PT0080.in June 1991.
 PT0080
 PT0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0080.GEOID18 height accuracy estimate available here.
 PT0080
 PT0080.Click photographs - Photos may exist for this station.
 PT0080
 PT0080.The dynamic height is computed by dividing the NAVD 88
 PT0080.geopotential number by the normal gravity value computed on the
 PT0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0080.degrees latitude (g = 980.6199 gals.).
 PT0080
 PT0080.The modeled gravity was interpolated from observed gravity values.
 PT0080
 PT0080;                    North         East    Units  Estimated Accuracy
 PT0080;SPC SD N     -   113,316.6     572,257.5     MT  (+/- 3 meters HH1 GPS) 
 PT0080
 PT0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9324967457(NAD 83)
 PT0080
 PT0080                          SUPERSEDED SURVEY CONTROL
 PT0080
 PT0080  NGVD 29 (??/??/92)  612.095  (m)         2008.18   (f) ADJ UNCH    2 0
 PT0080
 PT0080.Superseded values are not recommended for survey control.
 PT0080
 PT0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0080.See file dsdata.pdf to determine how the superseded data were derived.
 PT0080
 PT0080_MARKER: X = CHISELED CROSS
 PT0080_SETTING: 80 = SET IN A BOULDER
 PT0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0080+STABILITY: SURFACE MOTION
 PT0080
 PT0080  HISTORY     - Date     Condition        Report By
 PT0080  HISTORY     - 1934     MONUMENTED       CGS
 PT0080  HISTORY     - 1946     GOOD             CGS
 PT0080
 PT0080                          STATION DESCRIPTION
 PT0080
 PT0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0080'14.8 MI W FROM AGAR.
 PT0080'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 1.0
 PT0080'MILE NORTH ALONG A DIRT ROAD THENCE 1.5 MILES WEST ALONG A
 PT0080'TRAIL THRU A PASTURE TO THE TOP OF A HILL AND THE SITE OF
 PT0080'THE MARK.  THE MARK IS SET ON THE TOP OF THE MOST NORTHERLY
 PT0080'OF A GROUP OF HILLS.  19.6 FEET NORTHWEST OF THE TRIANGULATION
 PT0080'STATION, 1.4 FEET SOUTH OF A WHITE 4 X 4 MARKER POST.  A CHISELED
 PT0080'CROSS ON THE TOP OF A BOULDER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS1070 ***********************************************************************
 OS1070  DESIGNATION -  SWAB
 OS1070  PID         -  OS1070
 OS1070  STATE/COUNTY-  SD/BENNETT
 OS1070  COUNTRY     -  US
 OS1070  USGS QUAD   -  HARRINGTON (2017)
 OS1070
 OS1070                         *CURRENT SURVEY CONTROL
 OS1070  ______________________________________________________________________
 OS1070* NAD 83(1986) POSITION- 43 13 26.     (N) 101 19 33.     (W)   SCALED
 OS1070* NAVD 88 ORTHO HEIGHT -   938.795 (meters)     3080.03  (feet) ADJUSTED
 OS1070  ______________________________________________________________________
 OS1070  GEOID HEIGHT    -        -20.865 (meters)                     GEOID18
 OS1070  DYNAMIC HEIGHT  -        938.415 (meters)     3078.78  (feet) COMP
 OS1070  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 OS1070
 OS1070  VERT ORDER      -  FIRST     CLASS II
 OS1070
 OS1070.The horizontal coordinates were scaled from a map and have
 OS1070.an estimated accuracy of +/- 6 seconds.
 OS1070
 OS1070.The orthometric height was determined by differential leveling and
 OS1070.adjusted by the NATIONAL GEODETIC SURVEY
 OS1070.in June 1994.
 OS1070
 OS1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS1070.GEOID18 height accuracy estimate available here.
 OS1070
 OS1070.Click photographs - Photos may exist for this station.
 OS1070
 OS1070.The dynamic height is computed by dividing the NAVD 88
 OS1070.geopotential number by the normal gravity value computed on the
 OS1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS1070.degrees latitude (g = 980.6199 gals.).
 OS1070
 OS1070.The modeled gravity was interpolated from observed gravity values.
 OS1070
 OS1070;                    North         East    Units  Estimated Accuracy
 OS1070;SPC SD S     -    99,410.      519,370.      MT  (+/- 180 meters Scaled)
 OS1070
 OS1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN111883(NAD 83)
 OS1070
 OS1070                          SUPERSEDED SURVEY CONTROL
 OS1070
 OS1070.No superseded survey control is available for this station.
 OS1070
 OS1070_MARKER: DD = SURVEY DISK
 OS1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS1070_STAMPING: SWAB
 OS1070_MARK LOGO: USACE
 OS1070_PROJECTION: RECESSED 10 CENTIMETERS
 OS1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS1070+STABILITY: SURFACE MOTION
 OS1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS1070+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1994
 OS1070
 OS1070  HISTORY     - Date     Condition        Report By
 OS1070  HISTORY     - UNK      MONUMENTED       USACE
 OS1070  HISTORY     - 19940126 GOOD             NGS
 OS1070
 OS1070                          STATION DESCRIPTION
 OS1070
 OS1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 OS1070'34.8 KM (21.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS1070'OF STATE HIGHWAY 17 IN MARTIN, THENCE 1.0 KM (0.60 MI) NORTHERLY
 OS1070'ALONG A TRACK ROAD, 0.6 KM (0.35 MI) SOUTH OF A HIGH LINE CROSSING,
 OS1070'0.1 KM (0.05 MI) EAST OF A WINDMILL, 0.1 M (0.3 FT) SOUTH OF A
 OS1070'WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND
 OS1070'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0732 ***********************************************************************
 QS0732  DESIGNATION -  SWAN
 QS0732  PID         -  QS0732
 QS0732  STATE/COUNTY-  SD/WALWORTH
 QS0732  COUNTRY     -  US
 QS0732  USGS QUAD   -  AKASKA SW (2017)
 QS0732
 QS0732                         *CURRENT SURVEY CONTROL
 QS0732  ______________________________________________________________________
 QS0732* NAD 83(1996) POSITION- 45 19 06.91825(N) 100 09 58.48403(W)   ADJUSTED
 QS0732* NAVD 88 ORTHO HEIGHT -   589.6   (meters)     1934.    (feet) VERTCON3
 QS0732  ______________________________________________________________________
 QS0732  GEOID HEIGHT    -        -22.149 (meters)                     GEOID18
 QS0732  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 QS0732  HORZ ORDER      -  FIRST
 QS0732
 QS0732.The horizontal coordinates were established by classical geodetic methods
 QS0732.and adjusted by the National Geodetic Survey in January 1998.
 QS0732
 QS0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0732
 QS0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0732.GEOID18 height accuracy estimate available here.
 QS0732
 QS0732.Click photographs - Photos may exist for this station.
 QS0732
 QS0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0732
 QS0732. The following values were computed from the NAD 83(1996) position.
 QS0732
 QS0732;                    North         East     Units Scale Factor Converg.
 QS0732;SPC SD N     -   165,060.275   586,965.569   MT  0.99994998   -0 07 03.6
 QS0732;SPC SD N     -   541,535.25  1,925,736.20   sFT  0.99994998   -0 07 03.6
 QS0732;UTM  14      - 5,019,004.031   408,592.884   MT  0.99970273   -0 49 45.4
 QS0732
 QS0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0732!SPC SD N     -   0.99991105  x   0.99994998  =   0.99986103
 QS0732!UTM  14      -   0.99991105  x   0.99970273  =   0.99961380
 QS0732
 QS0732:                Primary Azimuth Mark                     Grid Az
 QS0732:SPC SD N     -  SWAN AZ MK                               295 29 14.0
 QS0732:UTM  14      -  SWAN AZ MK                               296 11 55.8
 QS0732
 QS0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0859219004(NAD 83)
 QS0732
 QS0732|---------------------------------------------------------------------|
 QS0732| PID    Reference Object                     Distance      Geod. Az  |
 QS0732|                                                           dddmmss.s |
 QS0732| CO6224 SWAN RM 1                            32.698 METERS 13903     |
 QS0732| CO6225 SWAN RM 2                            31.918 METERS 24013     |
 QS0732| CO6223 SWAN AZ MK                                         2952210.4 |
 QS0732|---------------------------------------------------------------------|
 QS0732
 QS0732                          SUPERSEDED SURVEY CONTROL
 QS0732
 QS0732  NAD 83(1986)-  45 19 06.90922(N)    100 09 58.48550(W) AD(       ) 1
 QS0732  NAD 27      -  45 19 06.94800(N)    100 09 57.02300(W) AD(       ) 1
 QS0732  NGVD 29 (07/19/86)  589.2    (m)         1933.     (f) VERT ANG       
 QS0732
 QS0732.Superseded values are not recommended for survey control.
 QS0732
 QS0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0732.See file dsdata.pdf to determine how the superseded data were derived.
 QS0732
 QS0732_MARKER: DS = TRIANGULATION STATION DISK
 QS0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0732_STAMPING: SWAN 1934
 QS0732_MARK LOGO: CGS
 QS0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0732+STABILITY: SURFACE MOTION
 QS0732
 QS0732  HISTORY     - Date     Condition        Report By
 QS0732  HISTORY     - 1934     MONUMENTED       CGS
 QS0732  HISTORY     - 1967     GOOD             CGS
 QS0732  HISTORY     - 1968     GOOD             USGS
 QS0732  HISTORY     - 1982     GOOD             LOCSUR
 QS0732
 QS0732                          STATION DESCRIPTION
 QS0732
 QS0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0732'STATION IS LOCATED ON A HIGH, FLAT-TOPPED HILL ABOUT 2 MILES
 QS0732'SW OF AKASKA, AND 1/2 MILE E OF STEVE TIMARS HOUSE AND BUILDINGS,
 QS0732'ON SWAN CREEK.  IT IS NEAR THE LINE BETWEEN SECTIONS 5 AND 8,
 QS0732'T 121 N, R 77 W.
 QS0732'
 QS0732'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QS0732'BRONZE DISKS SET IN CONCRETE.
 QS0732'
 QS0732'THE STATION MARK PROJECTS 3 INCHES AND IS 60 FEET S OF THE N
 QS0732'EDGE OF THE HILL.
 QS0732'
 QS0732'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND PROJECTS 3 INCHES.
 QS0732'
 QS0732'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 4 INCHES.
 QS0732'
 QS0732'THE AZIMUTH MARK IS WNW OF THE STATION AND PROJECTS 4 INCHES.
 QS0732'IT IS IN A FENCE LINE 50 FEET S OF THE CENTER OF THE ROAD
 QS0732'AND PASSES TIMARS PLACE, 105 FEET E OF A GATE, AND 100 YARDS
 QS0732'E OF TIMARS HOUSE.
 QS0732'
 QS0732'TO REACH THE STATION FROM THE POST OFFICE IN AKASKA, GO W ON
 QS0732'GRADED ROAD ON N SIDE OF SWAN CREEK (THIS ROAD FOLLOWS OLD
 QS0732'RAILROAD BED) 3.1 MILES TO STEVE TIMARS HOUSE AND BUILDINGS
 QS0732'ON THE LEFT SIDE OF THE ROAD.  CONTINUE W ON GRADE 0.4 MILE
 QS0732'TO A CYLINDRICAL WOODEN PLANK, WELL CURBING, AND WATERING
 QS0732'TROUGH, 4 FEET HIGH ON THE LEFT SIDE OF THE ROAD.  HERE LEAVE
 QS0732'ROAD, TURN LEFT, PASS THROUGH GATE AND GO 0.1 MILE TO SWAN
 QS0732'CREEK ON DIM ROAD, CROSS CREEK.  THEN LEAVE DIM ROAD, BEAR
 QS0732'TO THE LEFT, E, AND GO 1.5 MILES TO TOP OF FLAT-TOPPED HILL
 QS0732'AND STATION BY CIRCLING TO THE S OF THE HILL, AND WORKING
 QS0732'UP RIDGE TO THE TOP OF THE HILL.
 QS0732'
 QS0732'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 QS0732
 QS0732                          STATION RECOVERY (1967)
 QS0732
 QS0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 QS0732'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 QS0732'CONDITION AS DESCRIBED.
 QS0732'
 QS0732'THE OLD DESCRIPTION IS ADEQUATE.
 QS0732'
 QS0732'STANDARD BRACED TRIPOD USED.
 QS0732
 QS0732                          STATION RECOVERY (1968)
 QS0732
 QS0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (MEF)
 QS0732'REFERENCE MARKS AND AZIMUTH WERE FOUND IN GOOD CONDITION AS
 QS0732'DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND
 QS0732'AZIMUTH MARK CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 QS0732
 QS0732                          STATION RECOVERY (1982)
 QS0732
 QS0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (WDP)
 QS0732'SWAN RECOVERED GOOD.
 QS0732'
 QS0732'TO REACH STATION, THE PREVIOUS DESCRIPTION IS GOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0448 ***********************************************************************
 QQ0448  DESIGNATION -  SWEETWATER
 QQ0448  PID         -  QQ0448
 QQ0448  STATE/COUNTY-  SD/DAY
 QQ0448  COUNTRY     -  US
 QQ0448  USGS QUAD   -  CRANDALL (2017)
 QQ0448
 QQ0448                         *CURRENT SURVEY CONTROL
 QQ0448  ______________________________________________________________________
 QQ0448* NAD 83(1996) POSITION- 45 12 21.05308(N) 097 54 04.15814(W)   ADJUSTED
 QQ0448* NAVD 88 ORTHO HEIGHT -   583.    (meters)     1913.    (feet) SCALED
 QQ0448  ______________________________________________________________________
 QQ0448  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 QQ0448  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 QQ0448  HORZ ORDER      -  FIRST
 QQ0448
 QQ0448.The horizontal coordinates were established by classical geodetic methods
 QQ0448.and adjusted by the National Geodetic Survey in January 1998.
 QQ0448
 QQ0448.The orthometric height was scaled from a topographic map.
 QQ0448
 QQ0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0448.GEOID18 height accuracy estimate available here.
 QQ0448
 QQ0448.Click photographs - Photos may exist for this station.
 QQ0448
 QQ0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0448
 QQ0448. The following values were computed from the NAD 83(1996) position.
 QQ0448
 QQ0448;                    North         East     Units Scale Factor Converg.
 QQ0448;SPC SD N     -   154,655.206   764,865.744   MT  0.99994275   +1 29 07.6
 QQ0448;SPC SD N     -   507,397.96  2,509,397.03   sFT  0.99994275   +1 29 07.6
 QQ0448;UTM  14      - 5,006,405.194   586,295.094   MT  0.99969156   +0 46 47.4
 QQ0448
 QQ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0448!SPC SD N     -   0.99991241  x   0.99994275  =   0.99985517
 QQ0448!UTM  14      -   0.99991241  x   0.99969156  =   0.99960400
 QQ0448
 QQ0448:                Primary Azimuth Mark                     Grid Az
 QQ0448:SPC SD N     -  SWEETWATER AZ MK                         346 23 00.0
 QQ0448:UTM  14      -  SWEETWATER AZ MK                         347 05 20.2
 QQ0448
 QQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8629506405(NAD 83)
 QQ0448
 QQ0448|---------------------------------------------------------------------|
 QQ0448| PID    Reference Object                     Distance      Geod. Az  |
 QQ0448|                                                           dddmmss.s |
 QQ0448| QQ0443 LILY INDEPENDENT SCHOOL BELFRY      APPROX.17.6 KM 0975802.2 |
 QQ0448| CO6230 SWEETWATER RM 1                      24.323 METERS 12043     |
 QQ0448| CO6231 SWEETWATER RM 2                      22.220 METERS 23323     |
 QQ0448| CO6229 SWEETWATER AZ MK                                   3475207.6 |
 QQ0448|---------------------------------------------------------------------|
 QQ0448
 QQ0448                          SUPERSEDED SURVEY CONTROL
 QQ0448
 QQ0448  NAD 83(1986)-  45 12 21.05352(N)    097 54 04.14030(W) AD(       ) 1
 QQ0448  NAD 27      -  45 12 21.21568(N)    097 54 02.80741(W) AD(       ) 1
 QQ0448
 QQ0448.Superseded values are not recommended for survey control.
 QQ0448
 QQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0448.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0448
 QQ0448_MARKER: DS = TRIANGULATION STATION DISK
 QQ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0448_STAMPING: SWEETWATER 1952
 QQ0448_MARK LOGO: CGS
 QQ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0448+STABILITY: SURFACE MOTION
 QQ0448
 QQ0448  HISTORY     - Date     Condition        Report By
 QQ0448  HISTORY     - 1952     MONUMENTED       CGS
 QQ0448  HISTORY     - 1970     GOOD             USAF
 QQ0448  HISTORY     - 1971     GOOD             LOCENG
 QQ0448
 QQ0448                          STATION DESCRIPTION
 QQ0448
 QQ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0448'THE STATION IS ABOUT 13 MILES SOUTH OF ANDOVER, ON THE SUMMIT OF A
 QQ0448'ROCKY KNOLL, IN THE NORTHWEST 1/4, SEC. 14, T 120 N, R 59 W AND
 QQ0448'ON LAND OWNED BY JAKE ZIMMERMAN.  IT IS 44 FEET NORTH OF A FENCE,
 QQ0448'20 FEET EAST OF A ROCKPILE AND 4 FEET SOUTH OF A 4 X 4 INCH WHITE
 QQ0448'WITNESS POST.
 QQ0448'
 QQ0448'TO REACH THE STATION FROM THE RAILROAD CROSSING 0.25 MILE EAST
 QQ0448'OF THE RAILROAD DEPOT IN THE NORTHEAST PART OF ANDOVER, GO SOUTH ON
 QQ0448'A GRAVELED ROAD 8.2 MILES TO A T-JUNCTION, TURN LEFT AND GO EAST
 QQ0448'1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH 3.9 MILES
 QQ0448'TO A TRACK ROAD RIGHT, BEAR LEFT AND GO EAST AND SOUTH 1.0 MILE
 QQ0448'TO A T-JUNCTION, TURN RIGHT AND GO WEST 1.25 MILES TO A SIDE ROAD
 QQ0448'LEFT, TURN LEFT AND GO SOUTH 0.9 MILE TO THE AZIMUTH MARK ON
 QQ0448'THE LEFT, CONTINUE SOUTH 0.05 MILE TO A CROSSROADS, CONTINUE
 QQ0448'SOUTH 0.3 MILE TO A TRACK ROAD LEFT, BEAR LEFT AND GO EASTERLY
 QQ0448'0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 QQ0448'
 QQ0448'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QQ0448'SWEETWATER 1952.
 QQ0448'
 QQ0448'REFERENCE MARK 1 IS 39 FEET WEST OF A FENCE CORNER AND 1 FOOT
 QQ0448'NORTH OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 QQ0448'STAMPED SWEETWATER NO 1 1952.
 QQ0448'
 QQ0448'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE FENCE.  THE MARK
 QQ0448'PROJECTS 8 INCHES AND THE DISK IS STAMPED SWEETWATER NO 2 1952.
 QQ0448'
 QQ0448'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF THE ROAD, 3
 QQ0448'FEET WEST OF A POWERLINE POLE AND 2 FEET SOUTH OF A 4 X 4 INCH
 QQ0448'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QQ0448'STAMPED SWEETWATER 1952.
 QQ0448'
 QQ0448'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QQ0448
 QQ0448                          STATION RECOVERY (1970)
 QQ0448
 QQ0448'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0448'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 QQ0448'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QQ0448'
 QQ0448'ROUTE DESCRIPTION WAS ADEQUATE.
 QQ0448
 QQ0448                          STATION RECOVERY (1971)
 QQ0448
 QQ0448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 QQ0448'RECOVERED BY SCHMIDT CORP.
 QQ0448'
 QQ0448'VERY GOOD
 QQ0448'
 QQ0448'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0296 ***********************************************************************
 QS0296  DESIGNATION -  SWIFT BIRD
 QS0296  PID         -  QS0296
 QS0296  STATE/COUNTY-  SD/DEWEY
 QS0296  COUNTRY     -  US
 QS0296  USGS QUAD   -  VIRGINIA (2017)
 QS0296
 QS0296                         *CURRENT SURVEY CONTROL
 QS0296  ______________________________________________________________________
 QS0296* NAD 83(1996) POSITION- 45 07 30.89782(N) 100 30 23.32436(W)   ADJUSTED
 QS0296* NAD 83(1996) ELLIP HT-   612.600 (meters)        (01/23/98)   ADJUSTED
 QS0296* NAVD 88 ORTHO HEIGHT -   634.840 (meters)     2082.80  (feet) ADJUSTED
 QS0296  ______________________________________________________________________
 QS0296  GEOID HEIGHT    -        -22.231 (meters)                     GEOID18
 QS0296  NAD 83(1996) X  -   -822,049.950 (meters)                     COMP
 QS0296  NAD 83(1996) Y  - -4,432,587.244 (meters)                     COMP
 QS0296  NAD 83(1996) Z  -  4,497,614.223 (meters)                     COMP
 QS0296  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 QS0296  DYNAMIC HEIGHT  -        634.738 (meters)     2082.47  (feet) COMP
 QS0296  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 QS0296
 QS0296  HORZ ORDER      -  FIRST
 QS0296  VERT ORDER      -  FIRST     CLASS II
 QS0296  ELLP ORDER      -  FOURTH    CLASS I
 QS0296
 QS0296.The horizontal coordinates were established by classical geodetic methods
 QS0296.and adjusted by the National Geodetic Survey in January 1998.
 QS0296
 QS0296.The orthometric height was determined by differential leveling and
 QS0296.adjusted by the NATIONAL GEODETIC SURVEY
 QS0296.in July 1998.
 QS0296
 QS0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0296.GEOID18 height accuracy estimate available here.
 QS0296
 QS0296.Click photographs - Photos may exist for this station.
 QS0296
 QS0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0296
 QS0296.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0296
 QS0296.The ellipsoidal height was determined by GPS observations
 QS0296.and is referenced to NAD 83.
 QS0296
 QS0296.The dynamic height is computed by dividing the NAVD 88
 QS0296.geopotential number by the normal gravity value computed on the
 QS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0296.degrees latitude (g = 980.6199 gals.).
 QS0296
 QS0296.The modeled gravity was interpolated from observed gravity values.
 QS0296
 QS0296. The following values were computed from the NAD 83(1996) position.
 QS0296
 QS0296;                    North         East     Units Scale Factor Converg.
 QS0296;SPC SD N     -   143,685.787   560,155.487   MT  0.99993994   -0 21 30.4
 QS0296;SPC SD N     -   471,409.12  1,837,776.79   sFT  0.99993994   -0 21 30.4
 QS0296;UTM  14      - 4,997,968.044   381,525.417   MT  0.99977259   -1 04 03.7
 QS0296
 QS0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0296!SPC SD N     -   0.99990396  x   0.99993994  =   0.99984391
 QS0296!UTM  14      -   0.99990396  x   0.99977259  =   0.99967657
 QS0296
 QS0296:                Primary Azimuth Mark                     Grid Az
 QS0296:SPC SD N     -  SWIFT BIRD AZ MK                         280 07 35.6
 QS0296:UTM  14      -  SWIFT BIRD AZ MK                         280 50 08.9
 QS0296
 QS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8152597968(NAD 83)
 QS0296
 QS0296|---------------------------------------------------------------------|
 QS0296| PID    Reference Object                     Distance      Geod. Az  |
 QS0296|                                                           dddmmss.s |
 QS0296| QS0295 SWIFT BIRD RM 1                      26.813 METERS 05957     |
 QS0296| QS0775 T14N R29E SEC 36 SE COR              28.764 METERS 15042     |
 QS0296| AE2914 SWIFT BIRD RM 3                      19.841 METERS 18744     |
 QS0296| QS0299 SWIFT BIRD AZ MK                                   2794605.2 |
 QS0296| QS0297 SWIFT BIRD RM 2                      31.221 METERS 33626     |
 QS0296|---------------------------------------------------------------------|
 QS0296
 QS0296                          SUPERSEDED SURVEY CONTROL
 QS0296
 QS0296  ELLIP H (08/18/97)  612.821  (m)                       GP(       ) 4 1
 QS0296  NAD 83(1986)-  45 07 30.89053(N)    100 30 23.32619(W) AD(       ) 1
 QS0296  NAD 27      -  45 07 30.95200(N)    100 30 21.81600(W) AD(       ) 1
 QS0296  NAVD 88 (06/15/91)  634.797  (m)         2082.66   (f) SUPERSEDED  1 2
 QS0296  NGVD 29 (??/??/92)  634.389  (m)         2081.32   (f) ADJ UNCH    1 2
 QS0296  NGVD 29             634.39   (m)         2081.3    (f) LEVELING    3  
 QS0296
 QS0296.Superseded values are not recommended for survey control.
 QS0296
 QS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0296.See file dsdata.pdf to determine how the superseded data were derived.
 QS0296
 QS0296_MARKER: DS = TRIANGULATION STATION DISK
 QS0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0296_STAMPING: SWIFT BIRD 1938
 QS0296_MARK LOGO: CGS
 QS0296_PROJECTION: FLUSH
 QS0296_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0296+STABILITY: SURFACE MOTION
 QS0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0296+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0296
 QS0296  HISTORY     - Date     Condition        Report By
 QS0296  HISTORY     - 1938     MONUMENTED       CGS
 QS0296  HISTORY     - 1938     GOOD             CGS
 QS0296  HISTORY     - 1948     GOOD             CGS
 QS0296  HISTORY     - 1952     GOOD             CGS
 QS0296  HISTORY     - 19910912 GOOD             NGS
 QS0296  HISTORY     - 19960425 GOOD             NGS
 QS0296  HISTORY     - 20120626 GOOD             INDIV
 QS0296
 QS0296                          STATION DESCRIPTION
 QS0296
 QS0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0296'STATION SWIFT BIRD IS LOCATED IN THE CHEYENNE RIVER INDIAN
 QS0296'RESERVATION, IN THE SE PART OF DEWEY COUNTY.  IT IS ON THE SUMMIT OF
 QS0296'WHAT IS LOCALLY KNOWN AS BOWKER HILL.  IT IS ON BEN BOWKERS ALLOTMENT
 QS0296'NO. 1703 - FEE PATENT.  IT IS ABOUT 20 YARDS SOUTH OF THE S
 QS0296'RIGHT-OF-WAY FENCE LINE ALONG U.S. HIGHWAY 212.  IT IS 94.45 FEET
 QS0296'NORTHWEST OF THE SOUTHEAST CORNER SECTION 36 TOWNSHIP 29 E, R. 14 N.
 QS0296'IT IS ABOUT 7 MILES AIRLINE EAST OF LA PLANT, ABOUT 13 MILES AIRLINE
 QS0296'NORTHWEST OF CHEYENNE AGENCY, AND ABOUT 15 MILES AIRLINENORTHEAST OF
 QS0296'RIDGEVIEW.
 QS0296'
 QS0296'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 QS0296'DISKS SET IN CONCRETE.
 QS0296'
 QS0296'STATION SWIFT BIRD IS REACHED FROM THE SCHOOLHOUSE IN LA PLANT BY
 QS0296'GOING E ON U.S. HIGHWAY 212 FOR 6.6 MILES.
 QS0296'
 QS0296'THE AZIMUTH MARK IS LOCATED HERE 45 FEET SOUTH OF ROAD, ON TOP OF HILL
 QS0296'WHERE ROAD TURNS RIGHT.  CONTINUE E ON U.S. HIGHWAY 212 FOR 1.2 MILES
 QS0296'TO TOP OF BOWKER HILL AND STATION.  IF STATION IS APPROACHED FROM THE
 QS0296'E IT IS 13.6 MILES NORTHWEST OF CHEYENNE AGENCY POST OFFICE.
 QS0296'
 QS0296'THE GENERAL LAND OFFICE TIED IN IS A STANDARD G.L.O. DISK WELDED IN
 QS0296'THE TOP OF A 1-INCH IRON PIPE.  THIS IS NOT A STEADY MARK AND IS GOOD
 QS0296'ONLY AS A REFERENCE POINT.
 QS0296
 QS0296                          STATION RECOVERY (1938)
 QS0296
 QS0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 QS0296'0.3 MI N FROM LA PLANT.
 QS0296'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO,
 QS0296'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT,
 QS0296'DEWEY COUNTY, THENCE ABOUT 7.8 MILES SOUTHEAST ALONG U.S.
 QS0296'HIGHWAY 212, AT THE HIGHEST POINT OF A HILL, ABOUT 138-1/2 FEET
 QS0296'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A
 QS0296'WHITE WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION
 QS0296'DISK, STAMPED SWIFTBIRD 1938 AND SET IN THE TOP OF A CONCRETE
 QS0296'POST PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 QS0296
 QS0296                          STATION RECOVERY (1948)
 QS0296
 QS0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0296'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 QS0296'DESCRIBED.  REFERENCE MARK NO. 2 WAS DAMAGED BY ROAD MACHINERY,
 QS0296'HOWEVER THE MARK IS SOLID AND THE DISK IS INTACT.  AN ADDITIONAL
 QS0296'REFERENCE MARK (NO. 3) WAS ESTABLISHED AT THIS TIME.  DUE TO A CHANGE
 QS0296'IN THE ROUTING OF U.S. HIGHWAY 212, MILEAGE TO THE STATION FROM LA
 QS0296'PLANT IS INADEQUATE.  FOLLOWING IS A COMPLETE DESCRIPTION.
 QS0296'
 QS0296'IT IS 12 MILES NORTHWEST OF WHITLOCK CROSSING, 7 MILES EAST OF LA
 QS0296'PLANT.  ON THE HIGHEST POINT OF A HILL LOCALLY KNOWN AS BOWKER HILL
 QS0296'AND ON LAND OWNED BY THE V.E. RANCH.  IT IS 138 FEET SOUTH OF THE
 QS0296'APPROXIMATE CENTERLINE OF THE OLD HIGHWAY, 85 FEET SOUTHWEST OF A
 QS0296'TELEPHONE POLE AND 8 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 QS0296'PROJECTS 12 INCHES AND THE DISK IS STAMPED SWIFT BIRD 1938.
 QS0296'
 QS0296'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  IT IS 72 FEET SOUTH
 QS0296'OF THE APPROXIMATE CENTERLINE OF THE OLD HIGHWAY, 13 FEET NORTH OF A
 QS0296'TELEPHONE POLE, AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 QS0296'6 INCHES AND THE DISK IS STAMPED SWIFT BIRD NO 1 1938.
 QS0296'
 QS0296'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  IT IS 65 FEET SOUTH
 QS0296'OF THE APPROXIMATE CENTERLINE OF THE OLD HIGHWAY, 29 FEET NORTHEAST OF
 QS0296'A TELEPHONE POLE AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 QS0296'6 INCHES AND THE DISK IS STAMPED SWIFT BIRD NO 2 1938.
 QS0296'
 QS0296'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION.  IT IS 5 FEET EAST OF A
 QS0296'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0296'SWIFT BIRD NO 3 1938.
 QS0296'
 QS0296'THE AZIMUTH MARK IS 1.0 MILE WEST OF THE STATION.  IT IS 45 FEET SOUTH
 QS0296'OF THE APPROXIMATE CENTERLINE OF THE OLD HIGHWAY AND 6 FEET EAST OF A
 QS0296'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 QS0296'SWIFT BIRD 1938.
 QS0296'
 QS0296'S.E. CORNER OF SEC. 36, T. 14 N., R. 29 E. IS SOUTHEAST OF THE
 QS0296'STATION.  IT IS A STANDARD GENERAL LAND OFFICE DISK FASTENED TO THE
 QS0296'TOP OF A 1-INCH IRON PIPE THAT PROJECTS 12 INCHES.
 QS0296'
 QS0296'TO REACH THE STATION FROM THE POST OFFICE IN WHITLOCK CROSSING, GO
 QS0296'WESTERLY ON U.S. HIGHWAY 212 FOR 12.74 MILES TO WHERE THE OLD HIGHWAY
 QS0296'BEARS LEFT, BEAR LEFT, PASS THROUGH A GATE AND CONTINUE WESTERLY FOR
 QS0296'0.6 MILE TO THE STATION ON THE LEFT.
 QS0296'
 QS0296'HEIGHT OF LIGHT - 1 METER.
 QS0296
 QS0296                          STATION RECOVERY (1952)
 QS0296
 QS0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0296'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QS0296'GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE AND CORRECT.
 QS0296'
 QS0296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QS0296
 QS0296                          STATION RECOVERY (1991)
 QS0296
 QS0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QS0296'THE STATION IS LOCATED ABOUT 45.1 KM (28.0 MI) SOUTH-SOUTHWEST OF
 QS0296'MOBRIDGE, 21.5 KM (13.4 MI) NORTHWEST OF THE NORTHWEST END OF THE U.S.
 QS0296'HIGHWAY 212 BRIDGE ACROSS THE MISSOURI RIVER, 7.2 KM (4.5 MI)
 QS0296'EAST-SOUTHEAST OF LA PLANT AND ON THE CHEYENNE RIVER INDIAN
 QS0296'RESERVATION.  OWNERSHIP--DICK GRAY, BOX 192, RIDGEVIEW, SD 57652.
 QS0296'PHONE 605-733-2326.
 QS0296'
 QS0296'TO REACH THE STATION FROM THE LA PLANT BAPIST CHAPEL IN LA PLANT
 QS0296'(CHAPEL IS ON THE RIGHT 0.3 KM (0.2 MI) EAST OF THE LA PLANT TOWN
 QS0296'LIMIT SIGN ON THE WEST EDGE OF LA PLANT) GO EAST ON U.S. HIGHWAY 212
 QS0296'FOR 8.5 KM (5.3 MI) TO A DRIVEWAY ON THE RIGHT LEADING TO THE HOME OF
 QS0296'PROPERTY OWNER.  CONTINUE EAST ON HIGHWAY 212 FOR 2.49 KM (1.55 MI)
 QS0296'TO A WIRE GATE ON THE RIGHT IN THE FENCE LINE.  TURN RIGHT (SOUTHERLY)
 QS0296'PASSING THROUGH GATE AND UPHILL ACROSS FIELD FOR 0.16 KM (0.10 MI) TO
 QS0296'THE OLD HIGHWAY ROAD BED ON THE RIDGE OF THE HILL.  TURN LEFT
 QS0296'(EASTERLY) ON THE TRACK ROAD FOR 0.89 KM (0.55 MI) TO THE STATION ON
 QS0296'THE RIGHT AT THE HIGH POINT OF THE HILL.FROM THE NORTHWEST END OF THE
 QS0296'BRIDGE OVER THE MISSOURI RIVER).
 QS0296'
 QS0296'THE STATION IS LOCATED 42.37 M (139.01 FT) SOUTH FROM THE CENTER OF
 QS0296'THE TRACK ROAD AND PROJECTS 33 CM.
 QS0296
 QS0296                          STATION RECOVERY (1996)
 QS0296
 QS0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0296'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0296'OFFICE IN RIDGEVIEW, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK
 QS0296'ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A RAILROAD GRADE (TRACK
 QS0296'REMOVED), 43.4 M (142.4 FT) SOUTH OF THE CENTER OF THE GRADE, 31.2 M
 QS0296'(102.4 FT) SOUTHEAST OF REFERENCE MARK 2, 26.8 M (87.9 FT) SOUTHWEST
 QS0296'OF REFERENCE MARK 1, 19.9 M (65.3 FT) NORTH OF REFERENCE MARK 3, 0.5 M
 QS0296'(1.6 FT) ABOVE THE LEVEL OF THE GRADE, AND THE MONUMENT PROJECTS 0.3 M
 QS0296'(1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QS0296'OWNED BY DICK GRAY, BOX 192, RIDGEVIEW, SD 57652, TELEPHONE NUMBER
 QS0296'(605) 733-2326.
 QS0296
 QS0296                          STATION RECOVERY (2012)
 QS0296
 QS0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0299 ***********************************************************************
 QS0299  DESIGNATION -  SWIFT BIRD AZ MK
 QS0299  PID         -  QS0299
 QS0299  STATE/COUNTY-  SD/DEWEY
 QS0299  COUNTRY     -  US
 QS0299  USGS QUAD   -  VIRGINIA (2017)
 QS0299
 QS0299                         *CURRENT SURVEY CONTROL
 QS0299  ______________________________________________________________________
 QS0299* NAD 83(1986) POSITION- 45 07 39.79   (N) 100 31 36.48   (W)   HD_HELD1
 QS0299* NAVD 88 ORTHO HEIGHT -   621.898 (meters)     2040.34  (feet) ADJUSTED
 QS0299  ______________________________________________________________________
 QS0299  GEOID HEIGHT    -        -22.212 (meters)                     GEOID18
 QS0299  DYNAMIC HEIGHT  -        621.797 (meters)     2040.01  (feet) COMP
 QS0299  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 QS0299
 QS0299  VERT ORDER      -  FIRST     CLASS II
 QS0299
 QS0299.The horizontal coordinates were determined by differentially corrected
 QS0299.hand held GPS observations or other comparable positioning techniques
 QS0299.and have an estimated accuracy of +/- 3 meters.
 QS0299
 QS0299.The orthometric height was determined by differential leveling and
 QS0299.adjusted by the NATIONAL GEODETIC SURVEY
 QS0299.in July 1998.
 QS0299
 QS0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0299.GEOID18 height accuracy estimate available here.
 QS0299
 QS0299.Click photographs - Photos may exist for this station.
 QS0299
 QS0299.The dynamic height is computed by dividing the NAVD 88
 QS0299.geopotential number by the normal gravity value computed on the
 QS0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0299.degrees latitude (g = 980.6199 gals.).
 QS0299
 QS0299.The modeled gravity was interpolated from observed gravity values.
 QS0299
 QS0299;                    North         East    Units  Estimated Accuracy
 QS0299;SPC SD N     -   143,970.5     558,558.6     MT  (+/- 3 meters HH1 GPS) 
 QS0299
 QS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7993298272(NAD 83)
 QS0299
 QS0299                          SUPERSEDED SURVEY CONTROL
 QS0299
 QS0299  NAVD 88 (06/15/91)  621.895  (m)         2040.33   (f) SUPERSEDED  1 2
 QS0299  NGVD 29 (??/??/92)  621.484  (m)         2038.99   (f) ADJ UNCH    1 2
 QS0299
 QS0299.Superseded values are not recommended for survey control.
 QS0299
 QS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0299.See file dsdata.pdf to determine how the superseded data were derived.
 QS0299
 QS0299_MARKER: DZ = AZIMUTH MARK DISK
 QS0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0299_STAMPING: SWIFT BIRD 1938
 QS0299_MARK LOGO: CGS
 QS0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0299+STABILITY: SURFACE MOTION
 QS0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0299+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0299
 QS0299  HISTORY     - Date     Condition        Report By
 QS0299  HISTORY     - 1938     MONUMENTED       CGS
 QS0299  HISTORY     - 19960425 GOOD             NGS
 QS0299  HISTORY     - 20120626 GOOD             INDIV
 QS0299
 QS0299                          STATION DESCRIPTION
 QS0299
 QS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0299'0.3 MI N FROM LA PLANT.
 QS0299'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0299'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0299'THENCE ABOUT 6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, 45
 QS0299'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 74 FEET WEST OF A
 QS0299'GUYED POLE, 4 FEET SOUTH OF A ROW OF POLES LEADING EAST, ABOUT
 QS0299'LEVEL WITH THE HIGHWAY, AND 1 FOOT NORTH OF A WHITE WOODEN
 QS0299'WITNESS POST.  A STANDARD AZIMUTH-MARK DISK, STAMPED SWIFTBIRD 1938
 QS0299'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 12 INCHES
 QS0299'ABOVE GROUND.
 QS0299
 QS0299                          STATION RECOVERY (1996)
 QS0299
 QS0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0299'24.0 KM (14.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0299'OFFICE IN RIDGEVIEW, 665.0 M (2181.8 FT) EAST OF MILEPOST 193, 102.7 M
 QS0299'(336.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 52.3 M (171.6 FT) SOUTH OF
 QS0299'A T-FENCE CORNER, 14.3 M (46.9 FT) SOUTH OF THE CENTER OF A GATE, 1.3
 QS0299'M (4.3 FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 QS0299'ABOVE THE GROUND SURFACE.
 QS0299
 QS0299                          STATION RECOVERY (2012)
 QS0299
 QS0299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0295 ***********************************************************************
 QS0295  DESIGNATION -  SWIFT BIRD RM 1
 QS0295  PID         -  QS0295
 QS0295  STATE/COUNTY-  SD/DEWEY
 QS0295  COUNTRY     -  US
 QS0295  USGS QUAD   -  VIRGINIA (2017)
 QS0295
 QS0295                         *CURRENT SURVEY CONTROL
 QS0295  ______________________________________________________________________
 QS0295* NAD 83(1986) POSITION- 45 07 31.33   (N) 100 30 22.26   (W)   HD_HELD1
 QS0295* NAVD 88 ORTHO HEIGHT -   634.576 (meters)     2081.94  (feet) ADJUSTED
 QS0295  ______________________________________________________________________
 QS0295  GEOID HEIGHT    -        -22.231 (meters)                     GEOID18
 QS0295  DYNAMIC HEIGHT  -        634.475 (meters)     2081.61  (feet) COMP
 QS0295  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 QS0295
 QS0295  VERT ORDER      -  FIRST     CLASS II
 QS0295
 QS0295.The horizontal coordinates were determined by differentially corrected
 QS0295.hand held GPS observations or other comparable positioning techniques
 QS0295.and have an estimated accuracy of +/- 3 meters.
 QS0295
 QS0295.The orthometric height was determined by differential leveling and
 QS0295.adjusted by the NATIONAL GEODETIC SURVEY
 QS0295.in July 1998.
 QS0295
 QS0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0295.GEOID18 height accuracy estimate available here.
 QS0295
 QS0295.Click photographs - Photos may exist for this station.
 QS0295
 QS0295.The dynamic height is computed by dividing the NAVD 88
 QS0295.geopotential number by the normal gravity value computed on the
 QS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0295.degrees latitude (g = 980.6199 gals.).
 QS0295
 QS0295.The modeled gravity was interpolated from observed gravity values.
 QS0295
 QS0295;                    North         East    Units  Estimated Accuracy
 QS0295;SPC SD N     -   143,699.0     560,178.8     MT  (+/- 3 meters HH1 GPS) 
 QS0295
 QS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8154897980(NAD 83)
 QS0295
 QS0295                          SUPERSEDED SURVEY CONTROL
 QS0295
 QS0295  NAVD 88 (06/15/91)  634.545  (m)         2081.84   (f) SUPERSEDED  1 2
 QS0295  NGVD 29 (??/??/92)  634.137  (m)         2080.50   (f) ADJ UNCH    1 2
 QS0295
 QS0295.Superseded values are not recommended for survey control.
 QS0295
 QS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0295.See file dsdata.pdf to determine how the superseded data were derived.
 QS0295
 QS0295_MARKER: DR = REFERENCE MARK DISK
 QS0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0295_STAMPING: SWIFT BIRD NO 1 1938
 QS0295_MARK LOGO: CGS
 QS0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0295+STABILITY: SURFACE MOTION
 QS0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0295+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0295
 QS0295  HISTORY     - Date     Condition        Report By
 QS0295  HISTORY     - 1938     MONUMENTED       CGS
 QS0295  HISTORY     - 19960425 GOOD             NGS
 QS0295  HISTORY     - 20120626 GOOD             INDIV
 QS0295
 QS0295                          STATION DESCRIPTION
 QS0295
 QS0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0295'0.3 MI N FROM LA PLANT.
 QS0295'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO, MILWAUKEE,
 QS0295'ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT, DEWEY COUNTY,
 QS0295'THENCE ABOUT 7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 212, 69-1/2
 QS0295'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF
 QS0295'A POLE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND 1 FOOT WEST
 QS0295'OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK,
 QS0295'STAMPED SWIFTBIRD NO 1 1938 AND SET IN THE TOP OF A CONCRETE
 QS0295'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 QS0295
 QS0295                          STATION RECOVERY (1996)
 QS0295
 QS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0295'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0295'OFFICE IN RIDGEVIEW, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK
 QS0295'ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A RAILROAD GRADE (TRACK
 QS0295'REMOVED), 26.8 M (87.9 FT) NORTHEAST OF TRIANGULATION STATION
 QS0295'SWIFTBIRD, 21.7 M (71.2 FT) SOUTH OF THE CENTER OF THE GRADE, 0.3 M
 QS0295'(1.0 FT) BELOW THE LEVEL OF THE GRADE, AND THE MONUMENT PROJECTS 0.3 M
 QS0295'(1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QS0295'OWNED BY DICK GRAY, BOX 192, RIDGEVIEW, SD 57652, TELEPHONE NUMBER
 QS0295'(605) 733-2326.
 QS0295
 QS0295                          STATION RECOVERY (2012)
 QS0295
 QS0295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0297 ***********************************************************************
 QS0297  DESIGNATION -  SWIFT BIRD RM 2
 QS0297  PID         -  QS0297
 QS0297  STATE/COUNTY-  SD/DEWEY
 QS0297  COUNTRY     -  US
 QS0297  USGS QUAD   -  VIRGINIA (2017)
 QS0297
 QS0297                         *CURRENT SURVEY CONTROL
 QS0297  ______________________________________________________________________
 QS0297* NAD 83(1986) POSITION- 45 07 31.82   (N) 100 30 23.90   (W)   HD_HELD1
 QS0297* NAVD 88 ORTHO HEIGHT -   634.213 (meters)     2080.75  (feet) ADJUSTED
 QS0297  ______________________________________________________________________
 QS0297  GEOID HEIGHT    -        -22.230 (meters)                     GEOID18
 QS0297  DYNAMIC HEIGHT  -        634.112 (meters)     2080.42  (feet) COMP
 QS0297  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 QS0297
 QS0297  VERT ORDER      -  FIRST     CLASS II
 QS0297
 QS0297.The horizontal coordinates were determined by differentially corrected
 QS0297.hand held GPS observations or other comparable positioning techniques
 QS0297.and have an estimated accuracy of +/- 3 meters.
 QS0297
 QS0297.The orthometric height was determined by differential leveling and
 QS0297.adjusted by the NATIONAL GEODETIC SURVEY
 QS0297.in July 1998.
 QS0297
 QS0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0297.GEOID18 height accuracy estimate available here.
 QS0297
 QS0297.Click photographs - Photos may exist for this station.
 QS0297
 QS0297.The dynamic height is computed by dividing the NAVD 88
 QS0297.geopotential number by the normal gravity value computed on the
 QS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0297.degrees latitude (g = 980.6199 gals.).
 QS0297
 QS0297.The modeled gravity was interpolated from observed gravity values.
 QS0297
 QS0297;                    North         East    Units  Estimated Accuracy
 QS0297;SPC SD N     -   143,714.3     560,143.1     MT  (+/- 3 meters HH1 GPS) 
 QS0297
 QS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8151397996(NAD 83)
 QS0297
 QS0297                          SUPERSEDED SURVEY CONTROL
 QS0297
 QS0297  NAVD 88 (06/15/91)  634.176  (m)         2080.63   (f) SUPERSEDED  1 2
 QS0297  NGVD 29 (??/??/92)  633.768  (m)         2079.29   (f) ADJ UNCH    1 2
 QS0297
 QS0297.Superseded values are not recommended for survey control.
 QS0297
 QS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0297.See file dsdata.pdf to determine how the superseded data were derived.
 QS0297
 QS0297_MARKER: DR = REFERENCE MARK DISK
 QS0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0297_STAMPING: SWIFT BIRD NO 2 1938
 QS0297_MARK LOGO: CGS
 QS0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0297+STABILITY: SURFACE MOTION
 QS0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0297+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 QS0297
 QS0297  HISTORY     - Date     Condition        Report By
 QS0297  HISTORY     - 1938     MONUMENTED       CGS
 QS0297  HISTORY     - 19960425 GOOD             NGS
 QS0297  HISTORY     - 20120626 GOOD             INDIV
 QS0297
 QS0297                          STATION DESCRIPTION
 QS0297
 QS0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0297'0.3 MI N FROM LA PLANT.
 QS0297'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CHICAGO,
 QS0297'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT LA PLANT,
 QS0297'DEWEY COUNTY, THENCE ABOUT 7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 QS0297'212, 63 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 QS0297'NORTHEAST OF A POLE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 QS0297'1 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 QS0297'STAMPED SWIFTBIRD NO 2 1938 AND SET IN THE TOP OF A CONCRETE
 QS0297'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QS0297
 QS0297                          STATION RECOVERY (1996)
 QS0297
 QS0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0297'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QS0297'OFFICE IN RIDGEVIEW, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK
 QS0297'ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A RAILROAD GRADE (TRACK
 QS0297'REMOVED), 31.2 M (102.4 FT) NORTHWEST OF TRIANGULATION STATION
 QS0297'SWIFTBIRD, 20.5 M (67.3 FT) SOUTH OF THE CENTER OF THE GRADE, 0.3 M
 QS0297'(1.0 FT) BELOW THE LEVEL OF THE GRADE, AND THE MONUMENT PROJECTS 0.3 M
 QS0297'(1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QS0297'OWNED BY DICK GRAY, BOX 192, RIDGEVIEW, SD 57652, TELEPHONE NUMBER
 QS0297'(605) 733-2326.
 QS0297
 QS0297                          STATION RECOVERY (2012)
 QS0297
 QS0297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE2914 ***********************************************************************
 AE2914  DESIGNATION -  SWIFT BIRD RM 3
 AE2914  PID         -  AE2914
 AE2914  STATE/COUNTY-  SD/DEWEY
 AE2914  COUNTRY     -  US
 AE2914  USGS QUAD   -  VIRGINIA (2017)
 AE2914
 AE2914                         *CURRENT SURVEY CONTROL
 AE2914  ______________________________________________________________________
 AE2914* NAD 83(1986) POSITION- 45 07 30.26   (N) 100 30 23.45   (W)   HD_HELD1
 AE2914* NAVD 88 ORTHO HEIGHT -   633.518 (meters)     2078.47  (feet) ADJUSTED
 AE2914  ______________________________________________________________________
 AE2914  GEOID HEIGHT    -        -22.231 (meters)                     GEOID18
 AE2914  DYNAMIC HEIGHT  -        633.417 (meters)     2078.14  (feet) COMP
 AE2914  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 AE2914
 AE2914  VERT ORDER      -  FIRST     CLASS II
 AE2914
 AE2914.The horizontal coordinates were determined by differentially corrected
 AE2914.hand held GPS observations or other comparable positioning techniques
 AE2914.and have an estimated accuracy of +/- 3 meters.
 AE2914
 AE2914.The orthometric height was determined by differential leveling and
 AE2914.adjusted by the NATIONAL GEODETIC SURVEY
 AE2914.in July 1998.
 AE2914
 AE2914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2914.GEOID18 height accuracy estimate available here.
 AE2914
 AE2914.Click photographs - Photos may exist for this station.
 AE2914
 AE2914.The dynamic height is computed by dividing the NAVD 88
 AE2914.geopotential number by the normal gravity value computed on the
 AE2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2914.degrees latitude (g = 980.6199 gals.).
 AE2914
 AE2914.The modeled gravity was interpolated from observed gravity values.
 AE2914
 AE2914;                    North         East    Units  Estimated Accuracy
 AE2914;SPC SD N     -   143,666.1     560,152.6     MT  (+/- 3 meters HH1 GPS) 
 AE2914
 AE2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8152297948(NAD 83)
 AE2914
 AE2914                          SUPERSEDED SURVEY CONTROL
 AE2914
 AE2914.No superseded survey control is available for this station.
 AE2914
 AE2914_MARKER: DR = REFERENCE MARK DISK
 AE2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2914_STAMPING: SWIFT BIRD NO 3 1938
 AE2914_MARK LOGO: CGS
 AE2914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2914+STABILITY: SURFACE MOTION
 AE2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2914+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 AE2914
 AE2914  HISTORY     - Date     Condition        Report By
 AE2914  HISTORY     - 1948     MONUMENTED       CGS
 AE2914  HISTORY     - 19960425 GOOD             NGS
 AE2914  HISTORY     - 20120626 GOOD             INDIV
 AE2914
 AE2914                          STATION DESCRIPTION
 AE2914
 AE2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE2914'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE2914'OFFICE IN RIDGEVIEW, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A TRACK
 AE2914'ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A RAILROAD GRADE (TRACK
 AE2914'REMOVED), 63.3 M (207.7 FT) SOUTH OF THE CENTER OF THE GRADE, 19.9 M
 AE2914'(65.3 FT) SOUTHWEST OF TRIANGULATION STATION SWIFTBIRD, 0.5 M (1.6 FT)
 AE2914'BELOW THE LEVEL OF THE GRADE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 AE2914'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AE2914'DICK GRAY, BOX 192, RIDGEVIEW, SD 57652, TELEPHONE NUMBER (605)
 AE2914'733-2326.
 AE2914
 AE2914                          STATION RECOVERY (2012)
 AE2914
 AE2914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE2914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1034 ***********************************************************************
 PT1034  DESIGNATION -  SYLVA
 PT1034  PID         -  PT1034
 PT1034  STATE/COUNTY-  SD/STANLEY
 PT1034  COUNTRY     -  US
 PT1034  USGS QUAD   -  PIERRE (2017)
 PT1034
 PT1034                         *CURRENT SURVEY CONTROL
 PT1034  ______________________________________________________________________
 PT1034* NAD 83(1996) POSITION- 44 15 10.05653(N) 100 18 39.25292(W)   ADJUSTED
 PT1034* NAD 83(1996) ELLIP HT-   539.177 (meters)        (06/15/04)   ADJUSTED
 PT1034* NAVD 88 ORTHO HEIGHT -   562.8   (meters)     1846.    (feet) VERTCON3
 PT1034  ______________________________________________________________________
 PT1034  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 PT1034  NAD 83(1996) X  -   -819,110.439 (meters)                     COMP
 PT1034  NAD 83(1996) Y  - -4,502,402.938 (meters)                     COMP
 PT1034  NAD 83(1996) Z  -  4,428,630.342 (meters)                     COMP
 PT1034  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 PT1034  HORZ ORDER      -  FIRST
 PT1034  ELLP ORDER      -  FOURTH    CLASS I
 PT1034
 PT1034.The horizontal coordinates were established by classical geodetic methods
 PT1034.and adjusted by the National Geodetic Survey in January 1998.
 PT1034
 PT1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1034
 PT1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1034.GEOID18 height accuracy estimate available here.
 PT1034
 PT1034.Click photographs - Photos may exist for this station.
 PT1034
 PT1034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PT1034
 PT1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1034
 PT1034.The ellipsoidal height was determined by GPS observations
 PT1034.and is referenced to NAD 83.
 PT1034
 PT1034. The following values were computed from the NAD 83(1996) position.
 PT1034
 PT1034;                    North         East     Units Scale Factor Converg.
 PT1034;SPC SD S     -   213,242.741   601,791.291   MT  0.99996817   +0 00 55.7
 PT1034;SPC SD S     -   699,613.89  1,974,376.93   sFT  0.99996817   +0 00 55.7
 PT1034;UTM  14      - 4,900,786.200   395,346.490   MT  0.99973470   -0 54 53.5
 PT1034
 PT1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1034!SPC SD S     -   0.99991546  x   0.99996817  =   0.99988364
 PT1034!UTM  14      -   0.99991546  x   0.99973470  =   0.99965019
 PT1034
 PT1034:                Primary Azimuth Mark                     Grid Az
 PT1034:SPC SD S     -  SYLVA AZ MK 2                            268 35 51.8
 PT1034:UTM  14      -  SYLVA AZ MK 2                            269 31 41.0
 PT1034
 PT1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9534600786(NAD 83)
 PT1034
 PT1034|---------------------------------------------------------------------|
 PT1034| PID    Reference Object                     Distance      Geod. Az  |
 PT1034|                                                           dddmmss.s |
 PT1034| CO6243 SYLVA RM 1                           32.370 METERS 10140     |
 PT1034| CO6245 SYLVA RM 3                           24.252 METERS 10404     |
 PT1034| CO6246 SYLVA RM 4                           29.690 METERS 17926     |
 PT1034| CO6244 SYLVA RM 2                           27.075 METERS 25511     |
 PT1034| CO6242 SYLVA AZ MK 2                                      2683647.5 |
 PT1034| CO6241 SYLVA AZ MK                                        2684658.2 |
 PT1034|---------------------------------------------------------------------|
 PT1034
 PT1034                          SUPERSEDED SURVEY CONTROL
 PT1034
 PT1034  ELLIP H (01/23/98)  539.191  (m)                       GP(       ) 4 1
 PT1034  NAD 83(1986)-  44 15 10.05350(N)    100 18 39.25670(W) AD(       ) 1
 PT1034  NAD 27      -  44 15 10.11500(N)    100 18 37.78300(W) AD(       ) 1
 PT1034  NGVD 29 (06/03/93)  562.4    (m)  UNKNOWN  model used  GPS OBS        
 PT1034  NGVD 29 (07/19/86)  564.8    (m)         1853.     (f) VERT ANG       
 PT1034
 PT1034.Superseded values are not recommended for survey control.
 PT1034
 PT1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1034.See file dsdata.pdf to determine how the superseded data were derived.
 PT1034
 PT1034_MARKER: DS = TRIANGULATION STATION DISK
 PT1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1034_STAMPING: SYLVA 1934
 PT1034_MARK LOGO: CGS
 PT1034_PROJECTION: RECESSED 46 CENTIMETERS
 PT1034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1034+STABILITY: SURFACE MOTION
 PT1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1034+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1992
 PT1034
 PT1034  HISTORY     - Date     Condition        Report By
 PT1034  HISTORY     - 1934     MONUMENTED       CGS
 PT1034  HISTORY     - 1934     GOOD             CGS
 PT1034  HISTORY     - 1945     GOOD             CGS
 PT1034  HISTORY     - 1948     GOOD             CGS
 PT1034  HISTORY     - 1952     GOOD             CGS
 PT1034  HISTORY     - 1963     GOOD             USFS
 PT1034  HISTORY     - 1975     GOOD             NGS
 PT1034  HISTORY     - 1980     GOOD             NGS
 PT1034  HISTORY     - 19921013 GOOD             NGS
 PT1034
 PT1034                          STATION DESCRIPTION
 PT1034
 PT1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PT1034'STATION IS LOCATED ABOUT 9 MILES S OF PIERRE, AND 0.7 MILE
 PT1034'E OF U.S. HIGHWAY 83.  IT IS ON HIGH GROUND IN A PASTURE AND
 PT1034'IS IN SE 1/4 SEC. 10, T 109 N, R 79 W.
 PT1034'
 PT1034'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PT1034'BRONZE DISKS SET IN CONCRETE.
 PT1034'
 PT1034'THE STATION MARK IS 18 INCHES UNDERGROUND AND IS 21.6 FEET N
 PT1034'OF AN E AND W RIGHT-OF-WAY FENCE ON THE N SIDE OF AN E AND W
 PT1034'SECTION LINE ROAD, AND IS 51 FEET N OF THE CENTER LINE OF THE
 PT1034'ROAD MENTIONED ABOVE.  IT IS 100 YARDS ESE OF A LONE SHACK
 PT1034'AND 0.2 MILE NW OF FRANK SYLVAS RANCH BUILDINGS.
 PT1034'
 PT1034'REFERENCE MARK NO. 1 IS ESE OF THE STATION.  IT IS 1 FOOT N
 PT1034'OF THE FENCE AND 30 FEET N OF THE CENTER LINE OF THE ABOVE
 PT1034'MENTIONED ROAD AND PROJECTS 3 INCHES.
 PT1034'
 PT1034'REFERENCE MARK NO. 2 IS WSW OF THE STATION.  IT IS 3 FEET N
 PT1034'OF A TELEPHONE POLE, 1 FOOT S OF THE FENCE AND 28 FEET N OF
 PT1034'THE CENTER LINE OF THE ABOVE MENTIONED ROAD AND PROJECTS
 PT1034'3 INCHES.
 PT1034'
 PT1034'THE AZIMUTH MARK IS W OF THE STATION.  IT IS AT THE FENCE
 PT1034'CORNER IN THE SW ANGLE OF THE INTERSECTION OF U.S. HIGHWAY
 PT1034'83, AND THE E AND W SECTION LINE ROAD THAT PASSES THE STATION
 PT1034'AND PROJECTS 4 FEET.
 PT1034'
 PT1034'TO REACH THE STATION FROM THE POST OFFICE IN PIERRE, GO E,
 PT1034'1 BLOCK, S, 1 BLOCK, THENCE W AND S ON U.S. HIGHWAY 83, 11.2
 PT1034'MILES TO A GRADED SECTION LINE ROAD ON THE RIGHT.  HERE
 PT1034'TURN RIGHT AND GO E, 0.7 MILE TO A GATE IN THE FENCE ON THE
 PT1034'N SIDE OF THE ROAD.  LEAVE ROAD, PASS THROUGH GATE AND GO
 PT1034'E ON THE N SIDE OF FENCE, 0.05 MILE TO STATION.
 PT1034'
 PT1034'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 PT1034
 PT1034                          STATION RECOVERY (1934)
 PT1034
 PT1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT1034'RECOVERED IN GOOD CONDITION.
 PT1034
 PT1034                          STATION RECOVERY (1945)
 PT1034
 PT1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 PT1034'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PT1034'CONDITION.  A VARIATION WAS FOUND IN THE DESCRIPTION OF THE
 PT1034'STATION AND THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND
 PT1034'TO BE 88.83 FEET INSTEAD OF 67.73 FEET AS MENTIONED IN THE 1934
 PT1034'DESCRIPTION.  A NEW DESCRIPTION FOLLOWS.
 PT1034'
 PT1034'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF THE CITY OF
 PT1034'PIERRE AND 0.7 MILE EAST OF U.S. HIGHWAY 83 AND 51 FEET NORTH
 PT1034'OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD.  THE
 PT1034'SURFACE STATION MARK IS 18 INCHES BELOW THE SURFACE OF THE
 PT1034'GROUND.  THE DISK IS STAMPED SYLVA 1934.
 PT1034'
 PT1034'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE STANDARD
 PT1034'BRONZE DISK SET IN CONCRETE.
 PT1034'
 PT1034'THE AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION, 36 FEET
 PT1034'EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 83 AND 32
 PT1034'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT
 PT1034'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1034'SYLVA AZIMUTH 1934.  NOTE-THE DISK IS A STANDARD REFERENCE
 PT1034'MARK DISK.
 PT1034'
 PT1034'REFERENCE MARK NO. 1 IS 32.370 METERS (106.20 FEET) SOUTHEAST
 PT1034'OF THE STATION AND 30 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PT1034'OF A GRADED DIRT ROAD.  THE MARK PROJECTS 5 INCHES AND THE
 PT1034'DISK IS STAMPED SYLVA NO 1 1934.
 PT1034'
 PT1034'REFERENCE MARK NO. 2 IS 27.075 METERS (88.83 FEET) SOUTHWEST
 PT1034'OF THE STATION AND 29 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PT1034'OF A GRADED DIRT ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 PT1034'DISK IS STAMPED SYLVA NO 2 1934.
 PT1034'
 PT1034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 PT1034'AND 14 IN THE CITY OF FORT PIERRE.  GO SOUTH ON U.S. HIGHWAY
 PT1034'83 FOR 9.3 MILES TO A DIRT T ROAD LEFT AND THE AZIMUTH MARK AS
 PT1034'DESCRIBED.  TURN LEFT ON GRADED DIRT ROAD AND GO EAST FOR
 PT1034'0.7 MILE TO THE SUMMIT OF THE GRADE AND THE STATION ON THE
 PT1034'LEFT AS DESCRIBED.
 PT1034'
 PT1034'OBSERVATIONS MADE FROM A 10-FOOT WOODEN STAND.
 PT1034
 PT1034                          STATION RECOVERY (1948)
 PT1034
 PT1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1034'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  MARKS
 PT1034'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 PT1034'A COMPLETE DESCRIPTION FOLLOWS--
 PT1034'
 PT1034'STATION IS LOCATED ABOUT 9 MILES SOUTH OF PIERRE, ON PROPERTY
 PT1034'OF THE U.S. GOVERNMENT, 0.7 MILE EAST OF U.S. HIGHWAY 83, AND
 PT1034'51 FEET NORTH OF APPROXIMATE CENTERLINE OF GRADED DIRT ROAD.
 PT1034'THE MARK IS 18 INCHES UNDERGROUND, AND THE DISK IS STAMPED SYLVA
 PT1034'1934.
 PT1034'
 PT1034'REFERENCE MARK NO. 1 IS 106.18 FEET EAST-SOUTHEAST OF STATION
 PT1034'AND 30 FEET NORTH OF A GRADED DIRT ROAD.  THE MARK PROJECTS
 PT1034'8 INCHES, AND THE DISK IS STAMPED SYLVA NO 1 1934.
 PT1034'
 PT1034'REFERENCE MARK NO. 2 IS 88.83 FEET WEST-SOUTHWEST OF STATION
 PT1034'AND 29 FEET NORTH OF GRADED DIRT ROAD.  THE MARK PROJECTS 3
 PT1034'INCHES, AND THE DISK IS STAMPED SYLVA NO 2 1934.
 PT1034'
 PT1034'AZIMUTH MARK IS 0.7 MILE WEST OF STATION, 36 FEET EAST OF
 PT1034'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 83, AND 32 FEET SOUTH
 PT1034'OF GRADED DIRT ROAD.  THE MARK PROJECTS 8 INCHES, AND THE DISK
 PT1034'IS STAMPED SYLVA AZIMUTH 1934.
 PT1034'
 PT1034'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 14 IN
 PT1034'FORT PIERRE, GO SOUTH ON HIGHWAY 83 FOR 9.3 MILES TO A SIDE
 PT1034'ROAD LEFT AND THE AZIMUTH MARK ON RIGHT, TURN LEFT AND GO 0.7
 PT1034'MILE TO STATION ON LEFT.
 PT1034'
 PT1034'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.  1934
 PT1034'
 PT1034'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.  1945
 PT1034'
 PT1034'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.  1948
 PT1034
 PT1034                          STATION RECOVERY (1952)
 PT1034
 PT1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1034'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 PT1034'
 PT1034'HEIGHT OF LIGHT ABOVE MARK--1 METER
 PT1034
 PT1034                          STATION RECOVERY (1963)
 PT1034
 PT1034'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1034'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1034
 PT1034                          STATION RECOVERY (1975)
 PT1034
 PT1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PT1034'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 PT1034'NO. 1 AND NO. 2 WERE FOUND IN POOR CONDITION AT THE TOP OF THE
 PT1034'DITCH BACKSLOPE, TILTED TOWARD THE ROAD - CAUSED BY GRADING
 PT1034'OPERATIONS.  THE AZIMUTH MARK WAS FOUND DESTROYED, IT HAD BEEN
 PT1034'BUMPED DURING GRADING OPERATIONS.  REFERENCE MARKS NO. 3 AND NO.
 PT1034'4, AND A NEW AZIMUTH MARK WERE SET.  THE DISKS WERE REMOVED FROM
 PT1034'REFERENCE MARKS NO. 1 AND NO. 2, AND THE ORIGINAL AZIMUTH MARK
 PT1034'AT THIS TIME.
 PT1034'
 PT1034'A NEW DESCRIPTION FOLLOWS--
 PT1034'
 PT1034'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF PIERRE, 1.3 MILES
 PT1034'EAST OF U.S. HIGHWAY 83, 0.7 MILE EAST OF THE OLD U.S. HIGHWAY 83,
 PT1034'ALONG A GRADED ROAD AT THE CREST OF A LOW RIDGE, IN PASTURE LAND
 PT1034'OWNED BY THE FEDERAL GOVERNMENT AND LEASED BY MR. DUANE BUTT OF
 PT1034'FORT PIERRE, IN THE SE 1/4 OF SEC. 10, T 109 N, R 79 W.  THE RANCH
 PT1034'HEADQUARTERS OF MR. DEAHL HOWE IS ABOUT 1-1/2 MILES SOUTHWEST
 PT1034'OF THE STATION.
 PT1034'
 PT1034'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN FORT PIERRE, GO
 PT1034'SOUTH ON U.S. HIGHWAY 83 FOR 5.2 MILES TO THE RADIO STATION KGFX
 PT1034'MASTS ON THE RIGHT, CONTINUE SOUTH ON THE HIGHWAY 2.3 MILES TO A
 PT1034'SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE GRADED ROAD
 PT1034'0.6 MILES TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED,
 PT1034'CONTINUE EAST ON THE GRADED ROAD 0.7 MILE TO THE CREST OF THE
 PT1034'RIDGE AND THE STATION MARK ON THE LEFT AS DESCRIBED.
 PT1034'
 PT1034'THE STATION MARK IS A STANDARD DISK STAMPED SYLVA 1934, SET IN THE
 PT1034'TOP OF A SQUARE CONCRETE MONUMENT 0.8 FOOT BELOW GROUND SURFACE.  IT
 PT1034'IS 50 FEET NORTH OF THE CENTER OF THE ROAD, 20.3 FEET NORTH OF A
 PT1034'FENCE, AND 69 FEET EAST-SOUTHEAST OF A SALT LICK.
 PT1034'
 PT1034'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED SYLVA 1934 NO 3
 PT1034'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PT1034'2-INCHES.  IT IS 31 FEET NORTH OF THE CENTER OF THE ROAD, 1.0 FOOT
 PT1034'NORTH OF A FENCE, AND 2 FEET WEST OF A METAL WITNESS POST.
 PT1034'
 PT1034'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SYLVA 1934 NO 3 1975,
 PT1034'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 PT1034'IT IS 47 FEET SOUTH OF THE CENTER OF THE ROAD, 44 FEET WEST OF A
 PT1034'WOODEN BRACE POST IN A FENCE, 1.0 FOOT NORTH OF THE FENCE, AND
 PT1034'1.8 FEET EAST OF A METAL WITNESS POST.
 PT1034'
 PT1034'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED SYLVA
 PT1034'1934 AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 PT1034'PROJECTS 3-INCHES.  IT IS 57 FEET EAST OF THE CENTER OF OLD U.S.
 PT1034'HIGHWAY 83, 41 FEET SOUTH OF THE CENTER OF THE GRADED ROAD, 5.8
 PT1034'FEET EAST OF A FENCE CORNER, 1.0 FOOT NORTH OF THE FENCE, AND 1.7
 PT1034'FEET EAST OF A METAL WITNESS POST.
 PT1034'
 PT1034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 PT1034'SOUTH OF PIERRE.
 PT1034
 PT1034                          STATION RECOVERY (1980)
 PT1034
 PT1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PT1034'THIS STATION WAS VISITED TO INTERSECT A MAST IN THE AREA AND ALL
 PT1034'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1975 DESCRIPTIVE TEXT
 PT1034'IS ADEQUATE.  THE ONLY OBSERVATIONS TAKEN WERE TO THE MAST, REFERENCE
 PT1034'MARKS 3 AND 4 AND THE AZIMUTH MARK 2.  NO MEASUREMENTS WERE TAKEN
 PT1034'DUE TO A LACK OF TIME.
 PT1034
 PT1034                          STATION RECOVERY (1992)
 PT1034
 PT1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PT1034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0745 ***********************************************************************
 OQ0745  DESIGNATION -  SYVERSON
 OQ0745  PID         -  OQ0745
 OQ0745  STATE/COUNTY-  SD/CLAY
 OQ0745  COUNTRY     -  US
 OQ0745  USGS QUAD   -  CENTERVILLE (2017)
 OQ0745
 OQ0745                         *CURRENT SURVEY CONTROL
 OQ0745  ______________________________________________________________________
 OQ0745* NAD 83(1996) POSITION- 43 01 31.66745(N) 096 56 38.11813(W)   ADJUSTED
 OQ0745* NAVD 88 ORTHO HEIGHT -   379.    (meters)     1243.    (feet) SCALED
 OQ0745  ______________________________________________________________________
 OQ0745  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 OQ0745  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 OQ0745  HORZ ORDER      -  FIRST
 OQ0745
 OQ0745.The horizontal coordinates were established by classical geodetic methods
 OQ0745.and adjusted by the National Geodetic Survey in January 1998.
 OQ0745
 OQ0745.The orthometric height was scaled from a topographic map.
 OQ0745
 OQ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0745.GEOID18 height accuracy estimate available here.
 OQ0745
 OQ0745.Click photographs - Photos may exist for this station.
 OQ0745
 OQ0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0745
 OQ0745. The following values were computed from the NAD 83(1996) position.
 OQ0745
 OQ0745;                    North         East     Units Scale Factor Converg.
 OQ0745;SPC SD S     -    82,525.808   876,174.043   MT  0.99996005   +2 20 17.5
 OQ0745;SPC SD S     -   270,753.42  2,874,581.01   sFT  0.99996005   +2 20 17.5
 OQ0745;UTM  14      - 4,765,693.811   667,520.871   MT  0.99994524   +1 24 11.6
 OQ0745
 OQ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0745!SPC SD S     -   0.99994459  x   0.99996005  =   0.99990464
 OQ0745!UTM  14      -   0.99994459  x   0.99994524  =   0.99988983
 OQ0745
 OQ0745:                Primary Azimuth Mark                     Grid Az
 OQ0745:SPC SD S     -  SYVERSON AZ MK                           247 57 46.1
 OQ0745:UTM  14      -  SYVERSON AZ MK                           248 53 52.0
 OQ0745
 OQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6752065693(NAD 83)
 OQ0745
 OQ0745|---------------------------------------------------------------------|
 OQ0745| PID    Reference Object                     Distance      Geod. Az  |
 OQ0745|                                                           dddmmss.s |
 OQ0745| OQ0736 BERESFORD TANK                      APPROX.15.2 KM 0645431.2 |
 OQ0745| OQ0739 BERESFORD EVAN LUTH CH SPIRE        APPROX.15.1 KM 0650703.6 |
 OQ0745| OQ0737 BERESFORD STACK                     APPROX.14.9 KM 0662349.7 |
 OQ0745| CO4664 SYVERSON RM 1                        42.321 METERS 09542     |
 OQ0745| NM1852 VERMILLION UNIV OF S DAK TK         APPROX.26.8 KM 1763303.8 |
 OQ0745| NM1853 VERMILLION TANK                     APPROX.27.6 KM 1781108.2 |
 OQ0745| CO4663 SYVERSON AZ MK                                     2501803.6 |
 OQ0745| OQ0889 WAKONDA TANK                        APPROX.13.3 KM 2613859.3 |
 OQ0745| OQ0890 WAKONDA COURTHOUSE CUPOLA           APPROX.13.2 KM 2621650.1 |
 OQ0745| CO4665 SYVERSON RM 2                        32.130 METERS 35231     |
 OQ0745| OQ0744 CENTERVILLE STANDPIPE               APPROX.10.2 KM 3525433.6 |
 OQ0745|---------------------------------------------------------------------|
 OQ0745
 OQ0745                          SUPERSEDED SURVEY CONTROL
 OQ0745
 OQ0745  NAD 83(1995)-  43 01 31.66896(N)    096 56 38.11664(W) AD(       ) 1
 OQ0745  NAD 83(1986)-  43 01 31.67226(N)    096 56 38.10731(W) AD(       ) 1
 OQ0745  NAD 27      -  43 01 31.70200(N)    096 56 36.94000(W) AD(       ) 1
 OQ0745
 OQ0745.Superseded values are not recommended for survey control.
 OQ0745
 OQ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0745.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0745
 OQ0745_MARKER: DS = TRIANGULATION STATION DISK
 OQ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0745_STAMPING: SYVERSON 1935
 OQ0745_MARK LOGO: CGS
 OQ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0745+STABILITY: SURFACE MOTION
 OQ0745
 OQ0745  HISTORY     - Date     Condition        Report By
 OQ0745  HISTORY     - 1935     MONUMENTED       CGS
 OQ0745  HISTORY     - 1961     GOOD             CGS
 OQ0745
 OQ0745                          STATION DESCRIPTION
 OQ0745
 OQ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0745'STATION IS LOCATED ABOUT 6 MILES SOUTH AND 1 MILE EAST OF
 OQ0745'CENTERVILLE, AND ABOUT 8-1/2 MILES WEST AND 4 MILES SOUTH OF
 OQ0745'BERESFORD.  IT IS IN THE SOUTHWEST CORNER OF THE SOUTHWEST
 OQ0745'QUARTER SEC. 24, T. 95 N., R. 52 W., LOCATED 14 PACES EAST OF
 OQ0745'NORTH-SOUTH SECTION-LINE ROAD, AND 18 PACES NORTH OF EAST-WEST
 OQ0745'SECTION-LINE ROAD, ON PROPERTY OF DR. SYVERSON.
 OQ0745'
 OQ0745'TO REACH STATION FROM THE COUNTY COURTHOUSE IN VERMILLION, GO
 OQ0745'WEST ON STATE HIGHWAY 50 FOR 0.7 MILE.  TURN RIGHT (NORTH) AT
 OQ0745'INTERSECTION OF STATE HIGHWAYS 50 AND 19.  FOLLOW STATE HIGHWAY
 OQ0745'19 FOR 17.5 MILES.  TURN RIGHT (EAST) ON AN ANGLING SECTIONLINE
 OQ0745'ROAD.  GO EAST FOR 1.0 MILE TO STATION ON LEFT (NORTH).
 OQ0745'
 OQ0745'REFERENCE MARK NO. 1 IS LOCATED 138.85 FEET EAST IN EAST-WEST
 OQ0745'RIGHT-OF-WAY FENCE LINE, 35 FEET NORTH OF CENTERLINE OF EAST-WEST
 OQ0745'ROAD.
 OQ0745'
 OQ0745'REFERENCE MARK NO. 2 IS LOCATED 105.42 FEET NORTH OF STATION
 OQ0745'IN NORTH-SOUTH FENCE LINE, 32 FEET EAST OF CENTERLINE OF
 OQ0745'NORTH-SOUTH ROAD.
 OQ0745'
 OQ0745'AZIMUTH MARK IS LOCATED 0.6 MILE WEST OF STATION, 0.1 MILE SOUTH
 OQ0745'ON HALF-SECTION ROAD ON LEFT (EAST) IN FENCE LINE.
 OQ0745'
 OQ0745'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OQ0745
 OQ0745                          STATION RECOVERY (1961)
 OQ0745
 OQ0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JGK)
 OQ0745'STATION FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0422 ***********************************************************************
 PR0422  DESIGNATION -  T
 PR0422  PID         -  PR0422
 PR0422  STATE/COUNTY-  SD/CODINGTON
 PR0422  COUNTRY     -  US
 PR0422  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0422
 PR0422                         *CURRENT SURVEY CONTROL
 PR0422  ______________________________________________________________________
 PR0422* NAD 83(1986) POSITION- 44 54 01.     (N) 097 06 56.     (W)   SCALED
 PR0422* NAVD 88 ORTHO HEIGHT -   530.422 (meters)     1740.23  (feet) ADJUSTED
 PR0422  ______________________________________________________________________
 PR0422  GEOID HEIGHT    -        -25.120 (meters)                     GEOID18
 PR0422  DYNAMIC HEIGHT  -        530.344 (meters)     1739.97  (feet) COMP
 PR0422  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR0422
 PR0422  VERT ORDER      -  FIRST     CLASS II
 PR0422
 PR0422.The horizontal coordinates were scaled from a map and have
 PR0422.an estimated accuracy of +/- 6 seconds.
 PR0422
 PR0422.The orthometric height was determined by differential leveling and
 PR0422.adjusted by the NATIONAL GEODETIC SURVEY
 PR0422.in June 1991.
 PR0422
 PR0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0422.GEOID18 height accuracy estimate available here.
 PR0422
 PR0422.Click photographs - Photos may exist for this station.
 PR0422
 PR0422.The dynamic height is computed by dividing the NAVD 88
 PR0422.geopotential number by the normal gravity value computed on the
 PR0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0422.degrees latitude (g = 980.6199 gals.).
 PR0422
 PR0422.The modeled gravity was interpolated from observed gravity values.
 PR0422
 PR0422;                    North         East    Units  Estimated Accuracy
 PR0422;SPC SD N     -   122,620.      827,760.      MT  (+/- 180 meters Scaled)
 PR0422
 PR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ487735(NAD 83)
 PR0422
 PR0422                          SUPERSEDED SURVEY CONTROL
 PR0422
 PR0422  NGVD 29 (??/??/92)  530.132  (m)         1739.27   (f) SUPERSEDED  1 2
 PR0422  NGVD 29 (??/??/92)  530.131  (m)         1739.27   (f) ADJ UNCH    1 2
 PR0422
 PR0422.Superseded values are not recommended for survey control.
 PR0422
 PR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0422.See file dsdata.pdf to determine how the superseded data were derived.
 PR0422
 PR0422_MARKER: DB = BENCH MARK DISK
 PR0422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR0422_SP_SET: STEP
 PR0422_STAMPING: ELEV 1739.271 FEET
 PR0422_MARK LOGO: CGS
 PR0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0422
 PR0422  HISTORY     - Date     Condition        Report By
 PR0422  HISTORY     - 1904     MONUMENTED       CGS
 PR0422  HISTORY     - 1941     GOOD             LOCENG
 PR0422  HISTORY     - 1954     GOOD             CGS
 PR0422  HISTORY     - 19960612 MARK NOT FOUND   NGS
 PR0422
 PR0422                          STATION DESCRIPTION
 PR0422
 PR0422'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 PR0422'RECOVERED IN GOOD CONDITION.
 PR0422
 PR0422                          STATION RECOVERY (1954)
 PR0422
 PR0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 PR0422'AT WATERTOWN.
 PR0422'AT WATERTOWN, CODINGTON COUNTY, ON THE SOUTH SIDE OF KEMP
 PR0422'AVENUE, AT THE NORTH ENTRANCE TO THE CITY HALL, ABOUT 3 FEET W
 PR0422'OF THE CENTER OF THE DOORWAY, IN THE TOP STEP, AND ABOUT 3 FEET
 PR0422'HIGHER THAN THE SIDEWALK.  A STANDARD DISK STAMPED ELEV 1739.271
 PR0422'FEET.
 PR0422
 PR0422                          STATION RECOVERY (1996)
 PR0422
 PR0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PR0422'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0469 ***********************************************************************
 PR0469  DESIGNATION -  T 1
 PR0469  PID         -  PR0469
 PR0469  STATE/COUNTY-  SD/KINGSBURY
 PR0469  COUNTRY     -  US
 PR0469  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0469
 PR0469                         *CURRENT SURVEY CONTROL
 PR0469  ______________________________________________________________________
 PR0469* NAD 83(1986) POSITION- 44 21 12.     (N) 097 22 26.     (W)   SCALED
 PR0469* NAVD 88 ORTHO HEIGHT -   523.383 (meters)     1717.13  (feet) ADJUSTED
 PR0469  ______________________________________________________________________
 PR0469  GEOID HEIGHT    -        -25.170 (meters)                     GEOID18
 PR0469  DYNAMIC HEIGHT  -        523.281 (meters)     1716.80  (feet) COMP
 PR0469  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 PR0469
 PR0469  VERT ORDER      -  FIRST     CLASS II
 PR0469
 PR0469.The horizontal coordinates were scaled from a map and have
 PR0469.an estimated accuracy of +/- 6 seconds.
 PR0469
 PR0469.The orthometric height was determined by differential leveling and
 PR0469.adjusted by the NATIONAL GEODETIC SURVEY
 PR0469.in October 1997.
 PR0469
 PR0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0469.GEOID18 height accuracy estimate available here.
 PR0469
 PR0469.Click photographs - Photos may exist for this station.
 PR0469
 PR0469.The dynamic height is computed by dividing the NAVD 88
 PR0469.geopotential number by the normal gravity value computed on the
 PR0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0469.degrees latitude (g = 980.6199 gals.).
 PR0469
 PR0469.The modeled gravity was interpolated from observed gravity values.
 PR0469
 PR0469;                    North         East    Units  Estimated Accuracy
 PR0469;SPC SD N     -    61,180.      809,340.      MT  (+/- 180 meters Scaled)
 PR0469
 PR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ295124(NAD 83)
 PR0469
 PR0469                          SUPERSEDED SURVEY CONTROL
 PR0469
 PR0469  NAVD 88 (06/15/91)  523.435  (m)         1717.30   (f) SUPERSEDED  1 2
 PR0469  NGVD 29 (??/??/92)  523.147  (m)         1716.36   (f) ADJ UNCH    1 2
 PR0469
 PR0469.Superseded values are not recommended for survey control.
 PR0469
 PR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0469.See file dsdata.pdf to determine how the superseded data were derived.
 PR0469
 PR0469_MARKER: P = PIPE CAP
 PR0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0469_STAMPING: 1716.358
 PR0469_MARK LOGO: CGS
 PR0469_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0469+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 PR0469
 PR0469  HISTORY     - Date     Condition        Report By
 PR0469  HISTORY     - 1905     MONUMENTED       CGS
 PR0469  HISTORY     - 1934     GOOD             CGS
 PR0469  HISTORY     - 19940922 GOOD             NGS
 PR0469
 PR0469                          STATION DESCRIPTION
 PR0469
 PR0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0469'0.5 MI S FROM LAKE PRESTON.
 PR0469'0.5 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0469'RAILROAD FROM THE STATION AT LAKE PRESTON, KINGSBURY COUNTY,
 PR0469'AT A ROAD CROSSING, 47.5 FEET NORTHEAST OF THE CENTER LINE OF
 PR0469'THE TRACK, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET
 PR0469'SOUTHEAST OF A FENCE CORNER, AND ON THE RIGHT-OF-WAY FENCE LINE.
 PR0469'A STANDARD CAP, STAMPED ELEV 1716.358 FT AND FASTENED ON THE
 PR0469'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 PR0469
 PR0469                          STATION RECOVERY (1994)
 PR0469
 PR0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0469'14.9 M (48.9 FT) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PR0469'STATE HIGHWAY 25 IN DE SMET, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG
 PR0469'MAIN AVENUE SOUTH, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A GRAVELED
 PR0469'ROAD, 263.0 M (862.9 FT) WEST OF THE CENTER OF PARK AVENUE SOUTH, 16.8
 PR0469'M (55.1 FT) EAST OF THE CENTER OF A CORRAL GATE, 11.0 M (36.1 FT)
 PR0469'SOUTH OF THE ROAD CENTER, 1.4 M (4.6 FT) SOUTH OF A FENCE, 0.7 M (2.3
 PR0469'FT) SOUTHWEST OF A FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD,
 PR0469'0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST, AND THE PIPE PROJECTS 0.3
 PR0469'M (1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0269 ***********************************************************************
 OR0269  DESIGNATION -  T 1
 OR0269  PID         -  OR0269
 OR0269  STATE/COUNTY-  SD/CHARLES MIX
 OR0269  COUNTRY     -  US
 OR0269  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0269
 OR0269                         *CURRENT SURVEY CONTROL
 OR0269  ______________________________________________________________________
 OR0269* NAD 83(1986) POSITION- 43 03 48.     (N) 098 32 37.     (W)   SCALED
 OR0269* NAVD 88 ORTHO HEIGHT -   371.055 (meters)     1217.37  (feet) ADJUSTED
 OR0269  ______________________________________________________________________
 OR0269  GEOID HEIGHT    -        -26.246 (meters)                     GEOID18
 OR0269  DYNAMIC HEIGHT  -        370.930 (meters)     1216.96  (feet) COMP
 OR0269  MODELED GRAVITY -    980,275.5   (mgal)                       NAVD 88
 OR0269
 OR0269  VERT ORDER      -  FIRST     CLASS II
 OR0269
 OR0269.The horizontal coordinates were scaled from a map and have
 OR0269.an estimated accuracy of +/- 6 seconds.
 OR0269
 OR0269.The orthometric height was determined by differential leveling and
 OR0269.adjusted by the NATIONAL GEODETIC SURVEY
 OR0269.in June 1991.
 OR0269
 OR0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0269.GEOID18 height accuracy estimate available here.
 OR0269
 OR0269.Click photographs - Photos may exist for this station.
 OR0269
 OR0269.The dynamic height is computed by dividing the NAVD 88
 OR0269.geopotential number by the normal gravity value computed on the
 OR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0269.degrees latitude (g = 980.6199 gals.).
 OR0269
 OR0269.The modeled gravity was interpolated from observed gravity values.
 OR0269
 OR0269;                    North         East    Units  Estimated Accuracy
 OR0269;SPC SD S     -    82,670.      745,770.      MT  (+/- 180 meters Scaled)
 OR0269
 OR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN371679(NAD 83)
 OR0269
 OR0269                          SUPERSEDED SURVEY CONTROL
 OR0269
 OR0269  NGVD 29 (??/??/92)  370.750  (m)         1216.37   (f) ADJ UNCH    1 2
 OR0269
 OR0269.Superseded values are not recommended for survey control.
 OR0269
 OR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0269.See file dsdata.pdf to determine how the superseded data were derived.
 OR0269
 OR0269_MARKER: DD = SURVEY DISK
 OR0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0269_PROJECTION: FLUSH
 OR0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0269+STABILITY: SURFACE MOTION
 OR0269
 OR0269  HISTORY     - Date     Condition        Report By
 OR0269  HISTORY     - UNK      MONUMENTED       USACE
 OR0269  HISTORY     - 1949     GOOD             CGS
 OR0269  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0269
 OR0269                          STATION DESCRIPTION
 OR0269
 OR0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0269'AT PICKSTOWN.
 OR0269'AT PICKSTOWN, AT THE OUTLET WORKS, 4.0 FEET SOUTHEAST OF THE
 OR0269'SOUTHEAST FACE OF THE VERTICAL STONE WALL, 35.0 FEET NORTHEAST
 OR0269'OF THE CENTER LINE OF TUNNEL NO. 2, 35.0 FEET SOUTHWEST OF THE
 OR0269'CENTER LINE OF TUNNEL NO. 3, 1.6 FEET NORTHWEST OF A GUARD POST,
 OR0269'3.0 FEET EAST OF A GUARD POST, 3.0 FEET SOUTH OF A GUARD POST,
 OR0269'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 OR0269'NOTE-- THE DEPTH OF THIS MARK IS 16.0 FEET.  AT THE COMPLETION
 OR0269'OF THE DAM THIS MARK WILL BE DESTROYED.
 OR0269
 OR0269                          STATION RECOVERY (2013)
 OR0269
 OR0269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0242 ***********************************************************************
 OT0242  DESIGNATION -  T 10
 OT0242  PID         -  OT0242
 OT0242  STATE/COUNTY-  SD/PENNINGTON
 OT0242  COUNTRY     -  US
 OT0242  USGS QUAD   -  SCENIC (2017)
 OT0242
 OT0242                         *CURRENT SURVEY CONTROL
 OT0242  ______________________________________________________________________
 OT0242* NAD 83(1986) POSITION- 43 46 48.     (N) 102 33 28.     (W)   SCALED
 OT0242* NAVD 88 ORTHO HEIGHT -   856.567 (meters)     2810.25  (feet) ADJUSTED
 OT0242  ______________________________________________________________________
 OT0242  GEOID HEIGHT    -        -18.127 (meters)                     GEOID18
 OT0242  DYNAMIC HEIGHT  -        856.287 (meters)     2809.33  (feet) COMP
 OT0242  MODELED GRAVITY -    980,262.5   (mgal)                       NAVD 88
 OT0242
 OT0242  VERT ORDER      -  FIRST     CLASS II
 OT0242
 OT0242.The horizontal coordinates were scaled from a map and have
 OT0242.an estimated accuracy of +/- 6 seconds.
 OT0242
 OT0242.The orthometric height was determined by differential leveling and
 OT0242.adjusted by the NATIONAL GEODETIC SURVEY
 OT0242.in June 1991.
 OT0242
 OT0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0242.GEOID18 height accuracy estimate available here.
 OT0242
 OT0242.Click photographs - Photos may exist for this station.
 OT0242
 OT0242.The dynamic height is computed by dividing the NAVD 88
 OT0242.geopotential number by the normal gravity value computed on the
 OT0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0242.degrees latitude (g = 980.6199 gals.).
 OT0242
 OT0242.The modeled gravity was interpolated from observed gravity values.
 OT0242
 OT0242;                    North         East    Units  Estimated Accuracy
 OT0242;SPC SD S     -   163,110.      420,970.      MT  (+/- 180 meters Scaled)
 OT0242
 OT0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ965503(NAD 83)
 OT0242
 OT0242                          SUPERSEDED SURVEY CONTROL
 OT0242
 OT0242  NGVD 29 (??/??/92)  856.097  (m)         2808.71   (f) ADJ UNCH    1 2
 OT0242
 OT0242.Superseded values are not recommended for survey control.
 OT0242
 OT0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0242.See file dsdata.pdf to determine how the superseded data were derived.
 OT0242
 OT0242_MARKER: DB = BENCH MARK DISK
 OT0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0242_STAMPING: T 10 1925 2808.771
 OT0242_MARK LOGO: CGS
 OT0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0242+STABILITY: SURFACE MOTION
 OT0242
 OT0242  HISTORY     - Date     Condition        Report By
 OT0242  HISTORY     - 1925     MONUMENTED       CGS
 OT0242  HISTORY     - 1962     GOOD             CGS
 OT0242  HISTORY     - 1985     GOOD             NGS
 OT0242
 OT0242                          STATION DESCRIPTION
 OT0242
 OT0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0242'0.2 MI NW FROM SCENIC.
 OT0242'ABOUT 0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0242'AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN SECTION
 OT0242'16, T 3 S, R 13 E, 0.2 MILE NORTHWEST OF THE CROSSING WITH
 OT0242'STATE HIGHWAY 40, 0.4 MILE NORTHWEST OF MILE POST 618, 80 1/2
 OT0242'FEET WEST OF A SWITCH STAND AT THE NORTHWEST END OF A SIDE TRACK,
 OT0242'39 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN LINE WITH A ROW
 OT0242'OF POLES, 2.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 OT0242'WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0242'1 INCH.
 OT0242
 OT0242                          STATION RECOVERY (1985)
 OT0242
 OT0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0307 ***********************************************************************
 OT0307  DESIGNATION -  T 11
 OT0307  PID         -  OT0307
 OT0307  STATE/COUNTY-  SD/CUSTER
 OT0307  COUNTRY     -  US
 OT0307  USGS QUAD   -  HERMOSA (2017)
 OT0307
 OT0307                         *CURRENT SURVEY CONTROL
 OT0307  ______________________________________________________________________
 OT0307* NAD 83(1986) POSITION- 43 47 03.     (N) 103 13 07.     (W)   SCALED
 OT0307* NAVD 88 ORTHO HEIGHT -  1073.296 (meters)     3521.31  (feet) ADJUSTED
 OT0307  ______________________________________________________________________
 OT0307  GEOID HEIGHT    -        -15.991 (meters)                     GEOID18
 OT0307  DYNAMIC HEIGHT  -       1072.880 (meters)     3519.94  (feet) COMP
 OT0307  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 OT0307
 OT0307  VERT ORDER      -  FIRST     CLASS II
 OT0307
 OT0307.The horizontal coordinates were scaled from a map and have
 OT0307.an estimated accuracy of +/- 6 seconds.
 OT0307
 OT0307.The orthometric height was determined by differential leveling and
 OT0307.adjusted by the NATIONAL GEODETIC SURVEY
 OT0307.in June 1991.
 OT0307
 OT0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0307.GEOID18 height accuracy estimate available here.
 OT0307
 OT0307.Click photographs - Photos may exist for this station.
 OT0307
 OT0307.The dynamic height is computed by dividing the NAVD 88
 OT0307.geopotential number by the normal gravity value computed on the
 OT0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0307.degrees latitude (g = 980.6199 gals.).
 OT0307
 OT0307.The modeled gravity was interpolated from observed gravity values.
 OT0307
 OT0307;                    North         East    Units  Estimated Accuracy
 OT0307;SPC SD S     -   165,210.      367,810.      MT  (+/- 180 meters Scaled)
 OT0307
 OT0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ433494(NAD 83)
 OT0307
 OT0307                          SUPERSEDED SURVEY CONTROL
 OT0307
 OT0307  NGVD 29 (??/??/92) 1072.788  (m)         3519.64   (f) ADJ UNCH    1 2
 OT0307
 OT0307.Superseded values are not recommended for survey control.
 OT0307
 OT0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0307.See file dsdata.pdf to determine how the superseded data were derived.
 OT0307
 OT0307_MARKER: DB = BENCH MARK DISK
 OT0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0307_STAMPING: T 11 1926
 OT0307_MARK LOGO: CGS
 OT0307_PROJECTION: RECESSED 5 CENTIMETERS
 OT0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0307+STABILITY: SURFACE MOTION
 OT0307
 OT0307  HISTORY     - Date     Condition        Report By
 OT0307  HISTORY     - 1926     MONUMENTED       CGS
 OT0307  HISTORY     - 1963     GOOD             CGS
 OT0307  HISTORY     - 1985     GOOD             NGS
 OT0307
 OT0307                          STATION DESCRIPTION
 OT0307
 OT0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0307'4.2 MI S FROM HERMOSA.
 OT0307'ABOUT 4.15 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0307'FROM THE STATION AT HERMOSA, 15 POLES SOUTH OF MILEPOST 75, 43 1/2
 OT0307'FEET WEST OF THE WEST RAIL, 193 FEET EAST OF THE CENTER LINE OF
 OT0307'STATE HIGHWAY 79, 2 1/2 FEET EAST OF A FENCE, 1.3 FEET EAST OF A
 OT0307'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 OT0307'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OT0307'PROJECTING 1 INCH.
 OT0307
 OT0307                          STATION RECOVERY (1985)
 OT0307
 OT0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0307'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.65 KM (4.15
 OT0307'MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 40
 OT0307'EAST AT HERMOSA, 0.65 KM 0.4 MI) NORTH OF MILEPOST 56, 0.3 KM (0.2 MI)
 OT0307'NORTH OF THE JUNCTION OF A DIRT ROAD, 58.8 METERS (193 FT) EAST OF THE
 OT0307'HIGHWAY CENTERLINE, 13.2 METERS (43.5 FT) SOUTHWEST OF THE SOUTHWEST
 OT0307'RAIL OF THE NORTH WESTERN RAILROAD AND 0.7 METER (2.5 FT) NORTHEAST OF
 OT0307'THE RAILROAD RIGHT-OF-WAY FENCE.
 OT0307'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OT0307'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0547 ***********************************************************************
 QS0547  DESIGNATION -  T 119
 QS0547  PID         -  QS0547
 QS0547  STATE/COUNTY-  SD/CORSON
 QS0547  COUNTRY     -  US
 QS0547  USGS QUAD   -  WATAUGA (2017)
 QS0547
 QS0547                         *CURRENT SURVEY CONTROL
 QS0547  ______________________________________________________________________
 QS0547* NAD 83(1986) POSITION- 45 55 15.     (N) 101 32 36.     (W)   SCALED
 QS0547* NAVD 88 ORTHO HEIGHT -   686.791 (meters)     2253.25  (feet) ADJUSTED
 QS0547  ______________________________________________________________________
 QS0547  GEOID HEIGHT    -        -20.091 (meters)                     GEOID18
 QS0547  DYNAMIC HEIGHT  -        686.727 (meters)     2253.04  (feet) COMP
 QS0547  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 QS0547
 QS0547  VERT ORDER      -  SECOND    CLASS 0
 QS0547
 QS0547.The horizontal coordinates were scaled from a map and have
 QS0547.an estimated accuracy of +/- 6 seconds.
 QS0547
 QS0547.The orthometric height was determined by differential leveling and
 QS0547.adjusted by the NATIONAL GEODETIC SURVEY
 QS0547.in June 1991.
 QS0547
 QS0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0547.GEOID18 height accuracy estimate available here.
 QS0547
 QS0547.Click photographs - Photos may exist for this station.
 QS0547
 QS0547.The dynamic height is computed by dividing the NAVD 88
 QS0547.geopotential number by the normal gravity value computed on the
 QS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0547.degrees latitude (g = 980.6199 gals.).
 QS0547
 QS0547.The modeled gravity was interpolated from observed gravity values.
 QS0547
 QS0547;                    North         East    Units  Estimated Accuracy
 QS0547;SPC SD N     -   233,120.      480,280.      MT  (+/- 180 meters Scaled)
 QS0547
 QS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR027883(NAD 83)
 QS0547
 QS0547                          SUPERSEDED SURVEY CONTROL
 QS0547
 QS0547  NGVD 29 (??/??/92)  686.323  (m)         2251.71   (f) ADJ UNCH    2 0
 QS0547
 QS0547.Superseded values are not recommended for survey control.
 QS0547
 QS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0547.See file dsdata.pdf to determine how the superseded data were derived.
 QS0547
 QS0547_MARKER: DB = BENCH MARK DISK
 QS0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0547_STAMPING: T 119 1934
 QS0547_MARK LOGO: CGS
 QS0547_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0547+STABILITY: SURFACE MOTION
 QS0547
 QS0547  HISTORY     - Date     Condition        Report By
 QS0547  HISTORY     - 1934     MONUMENTED       CGS
 QS0547  HISTORY     - 1953     GOOD             LOCSUR
 QS0547
 QS0547                          STATION DESCRIPTION
 QS0547
 QS0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0547'AT WATAUGA.
 QS0547'AT WATAUGA, CORSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0547'AND PACIFIC RAILROAD, 390 FEET WEST OF THE WEST WALL OF THE
 QS0547'STATION, 300 FEET WEST OF A GRADED COUNTY-ROAD CROSSING, 43 FEET
 QS0547'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 6 FEET EAST OF A
 QS0547'POLE, AND IN LINE WITH THE ROW OF POLES.  A STANDARD DISK,
 QS0547'STAMPED T 119 1934 AND SET IN THE TOP OF A CONCRETE POST
 QS0547'PROJECTING 6 INCHES ABOVE GROUND.
 QS0547
 QS0547                          STATION RECOVERY (1953)
 QS0547
 QS0547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QS0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0518 ***********************************************************************
 OT0518  DESIGNATION -  T 12
 OT0518  PID         -  OT0518
 OT0518  STATE/COUNTY-  SD/FALL RIVER
 OT0518  COUNTRY     -  US
 OT0518  USGS QUAD   -  MINNEKAHTA (2017)
 OT0518
 OT0518                         *CURRENT SURVEY CONTROL
 OT0518  ______________________________________________________________________
 OT0518* NAD 83(1986) POSITION- 43 25 52.     (N) 103 38 19.     (W)   SCALED
 OT0518* NAVD 88 ORTHO HEIGHT -  1245.914 (meters)     4087.64  (feet) ADJUSTED
 OT0518  ______________________________________________________________________
 OT0518  GEOID HEIGHT    -        -14.989 (meters)                     GEOID18
 OT0518  DYNAMIC HEIGHT  -       1245.365 (meters)     4085.84  (feet) COMP
 OT0518  MODELED GRAVITY -    980,135.1   (mgal)                       NAVD 88
 OT0518
 OT0518  VERT ORDER      -  FIRST     CLASS II
 OT0518
 OT0518.The horizontal coordinates were scaled from a map and have
 OT0518.an estimated accuracy of +/- 6 seconds.
 OT0518
 OT0518.The orthometric height was determined by differential leveling and
 OT0518.adjusted by the NATIONAL GEODETIC SURVEY
 OT0518.in June 1991.
 OT0518
 OT0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0518.GEOID18 height accuracy estimate available here.
 OT0518
 OT0518.Click photographs - Photos may exist for this station.
 OT0518
 OT0518.The dynamic height is computed by dividing the NAVD 88
 OT0518.geopotential number by the normal gravity value computed on the
 OT0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0518.degrees latitude (g = 980.6199 gals.).
 OT0518
 OT0518.The modeled gravity was interpolated from observed gravity values.
 OT0518
 OT0518;                    North         East    Units  Estimated Accuracy
 OT0518;SPC SD S     -   127,280.      332,470.      MT  (+/- 180 meters Scaled)
 OT0518
 OT0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ101095(NAD 83)
 OT0518
 OT0518                          SUPERSEDED SURVEY CONTROL
 OT0518
 OT0518  NGVD 29 (??/??/92) 1245.350  (m)         4085.79   (f) ADJ UNCH    1 2
 OT0518
 OT0518.Superseded values are not recommended for survey control.
 OT0518
 OT0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0518.See file dsdata.pdf to determine how the superseded data were derived.
 OT0518
 OT0518_MARKER: DB = BENCH MARK DISK
 OT0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0518_STAMPING: T 12 1926
 OT0518_MARK LOGO: CGS
 OT0518_PROJECTION: RECESSED 2 CENTIMETERS
 OT0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0518+STABILITY: SURFACE MOTION
 OT0518
 OT0518  HISTORY     - Date     Condition        Report By
 OT0518  HISTORY     - 1926     MONUMENTED       CGS
 OT0518  HISTORY     - 1963     GOOD             CGS
 OT0518  HISTORY     - 1985     GOOD             NGS
 OT0518
 OT0518                          STATION DESCRIPTION
 OT0518
 OT0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0518'2.5 MI E FROM MINNEKAHTA.
 OT0518'ABOUT 2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0518'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, AT A T
 OT0518'GRAVELED ROAD LEADING NORTH, IN SECTION 22, T 7 S, R 4 E, 0.4
 OT0518'MILE WEST OF MILE POST 3, 40 FEET NORTH OF THE NORTH RAIL, 30
 OT0518'FEET EAST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE,
 OT0518'8.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OT0518'RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OT0518
 OT0518                          STATION RECOVERY (1985)
 OT0518
 OT0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0518'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.1 KM
 OT0518'(8.8 MI) WEST ALONG US 18 FROM THE JUNCTION OF US HIGHWAY 385 AT HOT
 OT0518'SPRINGS, IN THE NORTHEAST CORNER OF THE T JUNCTION OF COUNTY ROAD 17,
 OT0518'0.25 KM (0.15 MI) EAST OF MILEPOST 27, 23.5 METERS (77 FT) NORTH OF
 OT0518'THE HIGHWAY CENTERLINE, 8.4 METERS (27.5 FT) EAST OF THE CENTER OF THE
 OT0518'ROAD AND 0.9 METER (3 FT) WEST OF A FENCE CORNER.
 OT0518'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 OT0518'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0021 ***********************************************************************
 QT0021  DESIGNATION -  T 120
 QT0021  PID         -  QT0021
 QT0021  STATE/COUNTY-  SD/PERKINS
 QT0021  COUNTRY     -  US
 QT0021  USGS QUAD   -  MEADOW (2017)
 QT0021
 QT0021                         *CURRENT SURVEY CONTROL
 QT0021  ______________________________________________________________________
 QT0021* NAD 83(1986) POSITION- 45 32 18.     (N) 102 10 10.     (W)   SCALED
 QT0021* NAVD 88 ORTHO HEIGHT -   798.603 (meters)     2620.08  (feet) ADJUSTED
 QT0021  ______________________________________________________________________
 QT0021  GEOID HEIGHT    -        -18.840 (meters)                     GEOID18
 QT0021  DYNAMIC HEIGHT  -        798.483 (meters)     2619.69  (feet) COMP
 QT0021  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 QT0021
 QT0021  VERT ORDER      -  SECOND    CLASS 0
 QT0021
 QT0021.The horizontal coordinates were scaled from a map and have
 QT0021.an estimated accuracy of +/- 6 seconds.
 QT0021
 QT0021.The orthometric height was determined by differential leveling and
 QT0021.adjusted by the NATIONAL GEODETIC SURVEY
 QT0021.in June 1991.
 QT0021
 QT0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0021.GEOID18 height accuracy estimate available here.
 QT0021
 QT0021.Click photographs - Photos may exist for this station.
 QT0021
 QT0021.The dynamic height is computed by dividing the NAVD 88
 QT0021.geopotential number by the normal gravity value computed on the
 QT0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0021.degrees latitude (g = 980.6199 gals.).
 QT0021
 QT0021.The modeled gravity was interpolated from observed gravity values.
 QT0021
 QT0021;                    North         East    Units  Estimated Accuracy
 QT0021;SPC SD N     -   191,740.      430,580.      MT  (+/- 180 meters Scaled)
 QT0021
 QT0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL209466(NAD 83)
 QT0021
 QT0021                          SUPERSEDED SURVEY CONTROL
 QT0021
 QT0021  NGVD 29 (??/??/92)  798.158  (m)         2618.62   (f) ADJ UNCH    2 0
 QT0021
 QT0021.Superseded values are not recommended for survey control.
 QT0021
 QT0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0021.See file dsdata.pdf to determine how the superseded data were derived.
 QT0021
 QT0021_MARKER: DB = BENCH MARK DISK
 QT0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0021_STAMPING: T 120 1934
 QT0021_MARK LOGO: CGS
 QT0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0021+STABILITY: SURFACE MOTION
 QT0021
 QT0021  HISTORY     - Date     Condition        Report By
 QT0021  HISTORY     - 1934     MONUMENTED       CGS
 QT0021  HISTORY     - 1941     GOOD             CGS
 QT0021
 QT0021                          STATION DESCRIPTION
 QT0021
 QT0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0021'2.5 MI N FROM MEADOW.
 QT0021'IS LOCATED 2.5 MILES NORTH AND EAST OF MEADOW, 0.5 OF MILE NORTH
 QT0021'OF INTERSECTION OF STATE HWYS. 73 AND 8, ABOUT 200 YARDS SOUTHEAST
 QT0021'OF A FARM HOUSE, 36 FEET EAST OF CENTERLINE OF STATE HWY. 73,
 QT0021'1 FOOT WEST OF NORTH AND SOUTH FENCE.  STANDARD TABLET SET IN
 QT0021'TOP OF CONCRETE POST 6 INCHES HIGH.
 QT0021
 QT0021                          STATION RECOVERY (1941)
 QT0021
 QT0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QT0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0022 ***********************************************************************
 QT0022  DESIGNATION -  T 120 RESET
 QT0022  PID         -  QT0022
 QT0022  STATE/COUNTY-  SD/PERKINS
 QT0022  COUNTRY     -  US
 QT0022  USGS QUAD   -  MEADOW (2017)
 QT0022
 QT0022                         *CURRENT SURVEY CONTROL
 QT0022  ______________________________________________________________________
 QT0022* NAD 83(1986) POSITION- 45 32 15.     (N) 102 10 09.     (W)   SCALED
 QT0022* NAVD 88 ORTHO HEIGHT -   798.611 (meters)     2620.11  (feet) ADJUSTED
 QT0022  ______________________________________________________________________
 QT0022  GEOID HEIGHT    -        -18.840 (meters)                     GEOID18
 QT0022  DYNAMIC HEIGHT  -        798.491 (meters)     2619.72  (feet) COMP
 QT0022  MODELED GRAVITY -    980,437.9   (mgal)                       NAVD 88
 QT0022
 QT0022  VERT ORDER      -  FIRST     CLASS II
 QT0022
 QT0022.The horizontal coordinates were scaled from a map and have
 QT0022.an estimated accuracy of +/- 6 seconds.
 QT0022
 QT0022.The orthometric height was determined by differential leveling and
 QT0022.adjusted by the NATIONAL GEODETIC SURVEY
 QT0022.in April 2000.
 QT0022
 QT0022.No vertical observational check was made to the station.
 QT0022
 QT0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0022.GEOID18 height accuracy estimate available here.
 QT0022
 QT0022.Click photographs - Photos may exist for this station.
 QT0022
 QT0022.The dynamic height is computed by dividing the NAVD 88
 QT0022.geopotential number by the normal gravity value computed on the
 QT0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0022.degrees latitude (g = 980.6199 gals.).
 QT0022
 QT0022.The modeled gravity was interpolated from observed gravity values.
 QT0022
 QT0022;                    North         East    Units  Estimated Accuracy
 QT0022;SPC SD N     -   191,650.      430,600.      MT  (+/- 180 meters Scaled)
 QT0022
 QT0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL210465(NAD 83)
 QT0022
 QT0022                          SUPERSEDED SURVEY CONTROL
 QT0022
 QT0022  NAVD 88 (12/04/03)  798.611  (m)         2620.11   (f) SUPERSEDED  3 0
 QT0022  NGVD 29 (12/04/03)  798.17   (m)         2618.7    (f) RESET       3  
 QT0022
 QT0022.Superseded values are not recommended for survey control.
 QT0022
 QT0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0022.See file dsdata.pdf to determine how the superseded data were derived.
 QT0022
 QT0022_MARKER: DB = BENCH MARK DISK
 QT0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0022_STAMPING: T 120 RESET 1954
 QT0022_MARK LOGO: CGS
 QT0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0022+STABILITY: SURFACE MOTION
 QT0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0022+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QT0022
 QT0022  HISTORY     - Date     Condition        Report By
 QT0022  HISTORY     - 1954     MONUMENTED       CGS
 QT0022  HISTORY     - 19990621 GOOD             NGS
 QT0022
 QT0022                          STATION DESCRIPTION
 QT0022
 QT0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QT0022'2.5 MI NE FROM MEADOW.
 QT0022'ALONG STATE HIGHWAY 73, 0.5 MILE NORTH OF THE JUNCTION OF STATE
 QT0022'HIGHWAYS 8 AND 73, 200 YARDS SOUTHEAST OF A WINDMILL AND FARM
 QT0022'BUILDINGS, 75 FEET EAST OF THE CENTER OF STATE HIGHWAY 73, 96
 QT0022'FEET SOUTH OF A POWER POLE, AND 2 FEET SOUTH OF A WHITE WITNESS
 QT0022'POST.  A STANDARD DISK, STAMPED T 120 RESET 1954, SET IN A CONCRETE
 QT0022'POST PROJECTING 4 INCHES.
 QT0022
 QT0022                          STATION RECOVERY (1999)
 QT0022
 QT0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0022'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 QT0022'MEADOW, THENCE 3.7 KM (2.30 MI) EASTERLY ALONG STATE HIGHWAY 20,
 QT0022'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 73, 339.0 M
 QT0022'(1112.2 FT) SOUTH OF MILEPOST 214, 24.0 M (78.7 FT) SOUTHEAST OF THE
 QT0022'EAST END OF A CULVERT UNDER THE HIGHWAY, 23.2 M (76.1 FT) EAST OF THE
 QT0022'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 QT0022'M (1.0 FT) SOUTHEAST OF A WITNESS POST, UNDER A RIGHT-OF-WAY FENCE,
 QT0022'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT
 QT0022'IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1376 ***********************************************************************
 PU1376  DESIGNATION -  T 121
 PU1376  PID         -  PU1376
 PU1376  STATE/COUNTY-  SD/BUTTE
 PU1376  COUNTRY     -  US
 PU1376  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1376
 PU1376                         *CURRENT SURVEY CONTROL
 PU1376  ______________________________________________________________________
 PU1376* NAD 83(1986) POSITION- 44 47 13.     (N) 103 03 17.     (W)   SCALED
 PU1376* NAVD 88 ORTHO HEIGHT -   890.298 (meters)     2920.92  (feet) ADJUSTED
 PU1376  ______________________________________________________________________
 PU1376  GEOID HEIGHT    -        -17.178 (meters)                     GEOID18
 PU1376  DYNAMIC HEIGHT  -        890.083 (meters)     2920.21  (feet) COMP
 PU1376  MODELED GRAVITY -    980,345.4   (mgal)                       NAVD 88
 PU1376
 PU1376  VERT ORDER      -  SECOND    CLASS 0
 PU1376
 PU1376.The horizontal coordinates were scaled from a map and have
 PU1376.an estimated accuracy of +/- 6 seconds.
 PU1376
 PU1376.The orthometric height was determined by differential leveling and
 PU1376.adjusted by the NATIONAL GEODETIC SURVEY
 PU1376.in June 1991.
 PU1376
 PU1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1376.GEOID18 height accuracy estimate available here.
 PU1376
 PU1376.Click photographs - Photos may exist for this station.
 PU1376
 PU1376.The dynamic height is computed by dividing the NAVD 88
 PU1376.geopotential number by the normal gravity value computed on the
 PU1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1376.degrees latitude (g = 980.6199 gals.).
 PU1376
 PU1376.The modeled gravity was interpolated from observed gravity values.
 PU1376
 PU1376;                    North         East    Units  Estimated Accuracy
 PU1376;SPC SD N     -   110,530.      358,320.      MT  (+/- 180 meters Scaled)
 PU1376
 PU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK538611(NAD 83)
 PU1376
 PU1376                          SUPERSEDED SURVEY CONTROL
 PU1376
 PU1376  NGVD 29 (??/??/92)  889.813  (m)         2919.33   (f) ADJ UNCH    2 0
 PU1376
 PU1376.Superseded values are not recommended for survey control.
 PU1376
 PU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1376.See file dsdata.pdf to determine how the superseded data were derived.
 PU1376
 PU1376_MARKER: DB = BENCH MARK DISK
 PU1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1376_STAMPING: T 121 1934
 PU1376_MARK LOGO: CGS
 PU1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1376+STABILITY: SURFACE MOTION
 PU1376
 PU1376  HISTORY     - Date     Condition        Report By
 PU1376  HISTORY     - 1934     MONUMENTED       CGS
 PU1376  HISTORY     - 1962     GOOD             CGS
 PU1376
 PU1376                          STATION DESCRIPTION
 PU1376
 PU1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1376'10 MI SW FROM SULPHUR.
 PU1376'9.95 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1376'SULPHUR, 0.5 MILE NORTHEAST OF A WOODEN BRIDGE, AT THE SUMMIT
 PU1376'OF A HILL, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 PU1376'1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 PU1376'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PU1376'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0001 ***********************************************************************
 PU0001  DESIGNATION -  T 122
 PU0001  PID         -  PU0001
 PU0001  STATE/COUNTY-  SD/MEADE
 PU0001  COUNTRY     -  US
 PU0001  USGS QUAD   -  OPAL EAST (2017)
 PU0001
 PU0001                         *CURRENT SURVEY CONTROL
 PU0001  ______________________________________________________________________
 PU0001* NAD 83(1986) POSITION- 44 59 12.95   (N) 102 29 12.51   (W)   HD_HELD1
 PU0001* NAVD 88 ORTHO HEIGHT -   865.896 (meters)     2840.86  (feet) ADJUSTED
 PU0001  ______________________________________________________________________
 PU0001  GEOID HEIGHT    -        -18.301 (meters)                     GEOID18
 PU0001  DYNAMIC HEIGHT  -        865.709 (meters)     2840.25  (feet) COMP
 PU0001  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 PU0001
 PU0001  VERT ORDER      -  SECOND    CLASS 0
 PU0001
 PU0001.The horizontal coordinates were determined by differentially corrected
 PU0001.hand held GPS observations or other comparable positioning techniques
 PU0001.and have an estimated accuracy of +/- 3 meters.
 PU0001
 PU0001.The orthometric height was determined by differential leveling and
 PU0001.adjusted by the NATIONAL GEODETIC SURVEY
 PU0001.in June 1991.
 PU0001
 PU0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0001.GEOID18 height accuracy estimate available here.
 PU0001
 PU0001.Click photographs - Photos may exist for this station.
 PU0001
 PU0001.The dynamic height is computed by dividing the NAVD 88
 PU0001.geopotential number by the normal gravity value computed on the
 PU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0001.degrees latitude (g = 980.6199 gals.).
 PU0001
 PU0001.The modeled gravity was interpolated from observed gravity values.
 PU0001
 PU0001;                    North         East    Units  Estimated Accuracy
 PU0001;SPC SD N     -   131,202.1     403,921.1     MT  (+/- 3 meters HH1 GPS) 
 PU0001
 PU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9812384571(NAD 83)
 PU0001
 PU0001                          SUPERSEDED SURVEY CONTROL
 PU0001
 PU0001  NGVD 29 (??/??/92)  865.437  (m)         2839.35   (f) ADJ UNCH    2 0
 PU0001
 PU0001.Superseded values are not recommended for survey control.
 PU0001
 PU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0001.See file dsdata.pdf to determine how the superseded data were derived.
 PU0001
 PU0001_MARKER: DB = BENCH MARK DISK
 PU0001_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0001_STAMPING: T 122 1934
 PU0001_MARK LOGO: CGS
 PU0001_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0001
 PU0001  HISTORY     - Date     Condition        Report By
 PU0001  HISTORY     - 1934     MONUMENTED       CGS
 PU0001  HISTORY     - 1963     GOOD             CGS
 PU0001
 PU0001                          STATION DESCRIPTION
 PU0001
 PU0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0001'6.4 MI SE FROM MAURINE.
 PU0001'0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0001'THENCE 5.65 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY U.S.
 PU0001'HIGHWAY 212, ON THE SOUTH SLOPE OF A LARGE BUTTE, 41 FEET SOUTH
 PU0001'THE CENTER LINE OF THE ROAD, 58 FEET NORTH OF A FENCE, 1.3 FEET
 PU0001'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0001'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0277 ***********************************************************************
 QT0277  DESIGNATION -  T 124
 QT0277  PID         -  QT0277
 QT0277  STATE/COUNTY-  SD/BUTTE
 QT0277  COUNTRY     -  US
 QT0277  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0277
 QT0277                         *CURRENT SURVEY CONTROL
 QT0277  ______________________________________________________________________
 QT0277* NAD 83(1986) POSITION- 45 11 55.     (N) 103 27 59.     (W)   SCALED
 QT0277* NAVD 88 ORTHO HEIGHT -   914.295 (meters)     2999.65  (feet) ADJUSTED
 QT0277  ______________________________________________________________________
 QT0277  GEOID HEIGHT    -        -16.362 (meters)                     GEOID18
 QT0277  DYNAMIC HEIGHT  -        914.103 (meters)     2999.02  (feet) COMP
 QT0277  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 QT0277
 QT0277  VERT ORDER      -  SECOND    CLASS 0
 QT0277
 QT0277.The horizontal coordinates were scaled from a map and have
 QT0277.an estimated accuracy of +/- 6 seconds.
 QT0277
 QT0277.The orthometric height was determined by differential leveling and
 QT0277.adjusted by the NATIONAL GEODETIC SURVEY
 QT0277.in June 1991.
 QT0277
 QT0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0277.GEOID18 height accuracy estimate available here.
 QT0277
 QT0277.Click photographs - Photos may exist for this station.
 QT0277
 QT0277.The dynamic height is computed by dividing the NAVD 88
 QT0277.geopotential number by the normal gravity value computed on the
 QT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0277.degrees latitude (g = 980.6199 gals.).
 QT0277
 QT0277.The modeled gravity was interpolated from observed gravity values.
 QT0277
 QT0277;                    North         East    Units  Estimated Accuracy
 QT0277;SPC SD N     -   157,540.      327,730.      MT  (+/- 180 meters Scaled)
 QT0277
 QT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL204061(NAD 83)
 QT0277
 QT0277                          SUPERSEDED SURVEY CONTROL
 QT0277
 QT0277  NGVD 29 (??/??/92)  913.807  (m)         2998.05   (f) ADJ UNCH    2 0
 QT0277
 QT0277.Superseded values are not recommended for survey control.
 QT0277
 QT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0277.See file dsdata.pdf to determine how the superseded data were derived.
 QT0277
 QT0277_MARKER: DB = BENCH MARK DISK
 QT0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0277_STAMPING: T 124 1934
 QT0277_MARK LOGO: CGS
 QT0277_PROJECTION: PROJECTING 8 CENTIMETERS
 QT0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0277+STABILITY: SURFACE MOTION
 QT0277
 QT0277  HISTORY     - Date     Condition        Report By
 QT0277  HISTORY     - 1934     MONUMENTED       CGS
 QT0277  HISTORY     - 1973     GOOD             USGS
 QT0277
 QT0277                          STATION DESCRIPTION
 QT0277
 QT0277'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0277'5 MI S FROM REDIG.
 QT0277'REDIG POSTOFFICE, HARDING CO. THENCE SOUTH 5.0 MILES ALONG U.S.
 QT0277'HWY 85 TO X-ROADS, THENCE EAST 3.9 MILES TO NORTH-SOUTH FENCE.
 QT0277'42 FEET SOUTH AND 1.8 FEET LOWER THAN CENTER LINE OF ROAD, 10
 QT0277'FEET SOUTH AND 9 FEET WEST OF A FENCE CORNER.  A STANDARD DISK
 QT0277'STAMPED T 124 1934 AND SET IN TOP OF A CONCRETE POST PROJECTING
 QT0277'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2396 ***********************************************************************
 PU2396  DESIGNATION -  T 125 RESET
 PU2396  PID         -  PU2396
 PU2396  STATE/COUNTY-  SD/MEADE
 PU2396  COUNTRY     -  US
 PU2396  USGS QUAD   -  DURKEE LAKE (2017)
 PU2396
 PU2396                         *CURRENT SURVEY CONTROL
 PU2396  ______________________________________________________________________
 PU2396* NAD 83(1986) POSITION- 44 56 18.     (N) 102 02 43.     (W)   SCALED
 PU2396* NAVD 88 ORTHO HEIGHT -   721.043 (meters)     2365.62  (feet) ADJUSTED
 PU2396  ______________________________________________________________________
 PU2396  GEOID HEIGHT    -        -19.571 (meters)                     GEOID18
 PU2396  DYNAMIC HEIGHT  -        720.893 (meters)     2365.13  (feet) COMP
 PU2396  MODELED GRAVITY -    980,386.3   (mgal)                       NAVD 88
 PU2396
 PU2396  VERT ORDER      -  FIRST     CLASS II
 PU2396
 PU2396.The horizontal coordinates were scaled from a map and have
 PU2396.an estimated accuracy of +/- 6 seconds.
 PU2396
 PU2396.The orthometric height was determined by differential leveling and
 PU2396.adjusted by the NATIONAL GEODETIC SURVEY
 PU2396.in July 1998.
 PU2396
 PU2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2396.GEOID18 height accuracy estimate available here.
 PU2396
 PU2396.Click photographs - Photos may exist for this station.
 PU2396
 PU2396.The dynamic height is computed by dividing the NAVD 88
 PU2396.geopotential number by the normal gravity value computed on the
 PU2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2396.degrees latitude (g = 980.6199 gals.).
 PU2396
 PU2396.The modeled gravity was interpolated from observed gravity values.
 PU2396
 PU2396;                    North         East    Units  Estimated Accuracy
 PU2396;SPC SD N     -   124,830.      438,590.      MT  (+/- 180 meters Scaled)
 PU2396
 PU2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK331803(NAD 83)
 PU2396
 PU2396                          SUPERSEDED SURVEY CONTROL
 PU2396
 PU2396  NGVD 29 (04/17/07)  720.59   (m)         2364.1    (f) RESET       3  
 PU2396
 PU2396.Superseded values are not recommended for survey control.
 PU2396
 PU2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2396.See file dsdata.pdf to determine how the superseded data were derived.
 PU2396
 PU2396_MARKER: DV = VERTICAL CONTROL DISK
 PU2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2396_STAMPING: T 125 RESET 1987
 PU2396_MARK LOGO: NGS
 PU2396_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2396+STABILITY: SURFACE MOTION
 PU2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2396+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2396
 PU2396  HISTORY     - Date     Condition        Report By
 PU2396  HISTORY     - 1987     MONUMENTED       NGS
 PU2396  HISTORY     - 19960711 GOOD             NGS
 PU2396
 PU2396                          STATION DESCRIPTION
 PU2396
 PU2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2396'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2396'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2396'SOUTH, 9.8 KM (6.10 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST
 PU2396'IN FAITH), 22.9 M (75.1 FT) WEST FROM THE CENTER OF STATE HIGHWAY
 PU2396'73, 0.3 M (1.0 FT) EAST FROM A WITNESS POST, 0.3 M (1.0 FT)
 PU2396'NORTH FROM A FENCE AROUND A HAYLOT, IN THE TOP OF A CONCRETE POST
 PU2396'THAT IS FLUSH WITH THE SURFACE. 199.25 M (653.7 FT) NORTH FROM
 PU2396'THE SECTION LINE IN SE 1/4 OF SECTION 4, T 11 N, R 17 E,
 PU2396'1.95 KM (1.20 MI) NORTH OF U 125 RESET.
 PU2396
 PU2396                          STATION RECOVERY (1996)
 PU2396
 PU2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2396'9.6 KM (5.95 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2396'U.S. HIGHWAY 212 IN FAITH, 699.0 M (2293.3 FT) NORTH OF MILEPOST 168,
 PU2396'22.7 M (74.5 FT) WEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) BELOW
 PU2396'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A T-FENCE
 PU2396'CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 PU2396'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0647 ***********************************************************************
 PT0647  DESIGNATION -  T 126
 PT0647  PID         -  PT0647
 PT0647  STATE/COUNTY-  SD/HAAKON
 PT0647  COUNTRY     -  US
 PT0647  USGS QUAD   -  HILLAND NW (2017)
 PT0647
 PT0647                         *CURRENT SURVEY CONTROL
 PT0647  ______________________________________________________________________
 PT0647* NAD 83(1986) POSITION- 44 24 32.     (N) 101 56 14.     (W)   SCALED
 PT0647* NAVD 88 ORTHO HEIGHT -   754.778 (meters)     2476.30  (feet) ADJUSTED
 PT0647  ______________________________________________________________________
 PT0647  GEOID HEIGHT    -        -20.172 (meters)                     GEOID18
 PT0647  DYNAMIC HEIGHT  -        754.582 (meters)     2475.66  (feet) COMP
 PT0647  MODELED GRAVITY -    980,334.0   (mgal)                       NAVD 88
 PT0647
 PT0647  VERT ORDER      -  SECOND    CLASS 0
 PT0647
 PT0647.The horizontal coordinates were scaled from a map and have
 PT0647.an estimated accuracy of +/- 6 seconds.
 PT0647
 PT0647.The orthometric height was determined by differential leveling and
 PT0647.adjusted by the NATIONAL GEODETIC SURVEY
 PT0647.in June 1991.
 PT0647
 PT0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0647.GEOID18 height accuracy estimate available here.
 PT0647
 PT0647.Click photographs - Photos may exist for this station.
 PT0647
 PT0647.The dynamic height is computed by dividing the NAVD 88
 PT0647.geopotential number by the normal gravity value computed on the
 PT0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0647.degrees latitude (g = 980.6199 gals.).
 PT0647
 PT0647.The modeled gravity was interpolated from observed gravity values.
 PT0647
 PT0647;                    North         East    Units  Estimated Accuracy
 PT0647;SPC SD S     -   231,820.      472,250.      MT  (+/- 180 meters Scaled)
 PT0647
 PT0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ661214(NAD 83)
 PT0647
 PT0647                          SUPERSEDED SURVEY CONTROL
 PT0647
 PT0647  NAD 27      -  44 24 31.60500(N)    101 56 12.05260(W) AD(       ) 3
 PT0647  NGVD 29 (??/??/92)  754.319  (m)         2474.79   (f) ADJ UNCH    2 0
 PT0647  NGVD 29             754.32   (m)         2474.8    (f) LEVELING    3  
 PT0647
 PT0647.Superseded values are not recommended for survey control.
 PT0647
 PT0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0647.See file dsdata.pdf to determine how the superseded data were derived.
 PT0647
 PT0647_MARKER: DB = BENCH MARK DISK
 PT0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0647_STAMPING: T 126 1934
 PT0647_MARK LOGO: CGS
 PT0647_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0647+STABILITY: SURFACE MOTION
 PT0647
 PT0647  HISTORY     - Date     Condition        Report By
 PT0647  HISTORY     - 1961     MONUMENTED       CGS
 PT0647  HISTORY     - 1962     GOOD             CGS
 PT0647
 PT0647                          STATION DESCRIPTION
 PT0647
 PT0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT0647'LOCATED, AIRLINE, ABOUT 12-3/4 MILES WEST OF BILLSBURG CORNER,
 PT0647'7-1/2 MILES NORTH OF DOWLING COMMUNITY CHURCH AND SCHOOL, 2
 PT0647'MILES EAST OF RAINY MEXICAN CREEK IN PASTURE LAND ON THE NORTH
 PT0647'SIDE OF STATE HIGHWAY 34 IN SECTION 10, T 5 N, R 18 E.
 PT0647'
 PT0647'TO REACH FROM THE POST OFFICE IN MILESVILLE GO SOUTH 3.9
 PT0647'MILES TO THE JUNCTION WITH STATE HIGHWAYS 73 AND 34.  TURN RIGHT
 PT0647'AND GO WEST 7.5 MILES TO A FORK WHERE HIGHWAY 73 BENDS NORTH.
 PT0647'TAKE THE LEFT FORK AND CONTINUE WEST ON HIGHWAY 34 FOR 6.7
 PT0647'MILES TO THE STATION ON THE RIGHT.
 PT0647'
 PT0647'THE STATION MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 PT0647'MARK DISK STAMPED T 126 1934 SET IN THE TOP OF A 6-INCH-SQUARE
 PT0647'PRE-CAST CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 PT0647'IT IS 13.0 FEET EAST OF THE EAST GATE POST OF A GATE, 8.2
 PT0647'FEET NORTH OF A METAL WITNESS POST, AND 8.1 FEET NORTH OF THE
 PT0647'NORTH RIGHT-OF-WAY FENCE.  THE MARK WAS USED AS THE AZIMUTH
 PT0647'MARK FOR STATION CURVE IN 1950.
 PT0647'
 PT0647'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED B.M. T
 PT0647'126 NO 1 1934 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 PT0647'CYLINDER FLUSH WITH THE GROUND, IS 9.5 FEET SOUTH-SOUTHWEST
 PT0647'OF THE SOUTH GATEPOST OF A GATE, 3.1 FEET WEST OF A WIRE FENCE,
 PT0647'AT THE SAME ELEVATION AS THE STATION.
 PT0647'
 PT0647'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED B.M. T 126
 PT0647'NO 2 1934 SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 PT0647'CYLINDER PROJECTING 3 INCHES ABOVE GROUND, IS 27.4 FEET WEST
 PT0647'OF THE WEST GATEPOST OF A GATE, AND 1.4 FEET NORTH OF THE
 PT0647'NORTH RIGHT-OF-WAY FENCE AT THE SAME ELEVATION AS THE STATION.
 PT0647'
 PT0647'THE PICTURE POINT FOR PHOTO CONTROL IS THE INTERSECTION OF
 PT0647'CENTERS OF GRAVELED EAST-WEST ROAD AND ACCESS ROADS ACROSS
 PT0647'DITCH INTO FIELDS NORTH AND SOUTH.
 PT0647
 PT0647                          STATION RECOVERY (1962)
 PT0647
 PT0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0647'17.8 MI SE FROM HOWES.
 PT0647'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0647'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0647'34 AND 73, THENCE 17.25 MILES SOUTHEAST ALONG A GRAVEL ROAD
 PT0647'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 57 FEET NORTH OF THE CENTERLINE
 PT0647'OF THE ROAD, 22 FEET EAST OF THE CENTER OF A WIRE FENCE, 8 FEET
 PT0647'NORTH OF A FENCE, 7.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 PT0647'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0647'PROJECTING ABOUT 5 INCHES.  MARK USED AS THE AZIMUTH MARK FOR
 PT0647'TRIANGULATION STATION CURVE 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0646 ***********************************************************************
 PT0646  DESIGNATION -  T 126 RM 1
 PT0646  PID         -  PT0646
 PT0646  STATE/COUNTY-  SD/HAAKON
 PT0646  COUNTRY     -  US
 PT0646  USGS QUAD   -  HILLAND NW (2017)
 PT0646
 PT0646                         *CURRENT SURVEY CONTROL
 PT0646  ______________________________________________________________________
 PT0646* NAD 83(1986) POSITION- 44 24 31.     (N) 101 56 13.     (W)   SCALED
 PT0646* NAVD 88 ORTHO HEIGHT -   754.264 (meters)     2474.61  (feet) ADJUSTED
 PT0646  ______________________________________________________________________
 PT0646  GEOID HEIGHT    -        -20.172 (meters)                     GEOID18
 PT0646  DYNAMIC HEIGHT  -        754.069 (meters)     2473.97  (feet) COMP
 PT0646  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 PT0646
 PT0646  VERT ORDER      -  SECOND    CLASS 0
 PT0646
 PT0646.The horizontal coordinates were scaled from a map and have
 PT0646.an estimated accuracy of +/- 6 seconds.
 PT0646
 PT0646.The orthometric height was determined by differential leveling and
 PT0646.adjusted by the NATIONAL GEODETIC SURVEY
 PT0646.in June 1991.
 PT0646
 PT0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0646.GEOID18 height accuracy estimate available here.
 PT0646
 PT0646.Click photographs - Photos may exist for this station.
 PT0646
 PT0646.The dynamic height is computed by dividing the NAVD 88
 PT0646.geopotential number by the normal gravity value computed on the
 PT0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0646.degrees latitude (g = 980.6199 gals.).
 PT0646
 PT0646.The modeled gravity was interpolated from observed gravity values.
 PT0646
 PT0646;                    North         East    Units  Estimated Accuracy
 PT0646;SPC SD S     -   231,790.      472,270.      MT  (+/- 180 meters Scaled)
 PT0646
 PT0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ661214(NAD 83)
 PT0646
 PT0646                          SUPERSEDED SURVEY CONTROL
 PT0646
 PT0646  NGVD 29 (??/??/92)  753.805  (m)         2473.11   (f) ADJ UNCH    2 0
 PT0646
 PT0646.Superseded values are not recommended for survey control.
 PT0646
 PT0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0646.See file dsdata.pdf to determine how the superseded data were derived.
 PT0646
 PT0646_MARKER: DR = REFERENCE MARK DISK
 PT0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0646_STAMPING: BM T 126 NO 1 1934
 PT0646_MARK LOGO: CGS
 PT0646_PROJECTION: FLUSH
 PT0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0646+STABILITY: SURFACE MOTION
 PT0646
 PT0646  HISTORY     - Date     Condition        Report By
 PT0646  HISTORY     - 1961     MONUMENTED       CGS
 PT0646  HISTORY     - 1962     GOOD             CGS
 PT0646
 PT0646                          STATION DESCRIPTION
 PT0646
 PT0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0646'17.8 MI SE FROM HOWES.
 PT0646'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0646'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0646'34 AND 73, THENCE 17.25 MILES SOUTHEAST ALONG A GRAVELED ROAD
 PT0646'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 9 1/2 FEET SOUTH-SOUTHWEST
 PT0646'OF THE SOUTH GATEPOST OF A GATE, 55.5 FEET NORTH OF T 126, 3.1 FEET
 PT0646'WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PT0646'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0645 ***********************************************************************
 PT0645  DESIGNATION -  T 126 RM 2
 PT0645  PID         -  PT0645
 PT0645  STATE/COUNTY-  SD/HAAKON
 PT0645  COUNTRY     -  US
 PT0645  USGS QUAD   -  HILLAND NW (2017)
 PT0645
 PT0645                         *CURRENT SURVEY CONTROL
 PT0645  ______________________________________________________________________
 PT0645* NAD 83(1986) POSITION- 44 24 31.     (N) 101 56 13.     (W)   SCALED
 PT0645* NAVD 88 ORTHO HEIGHT -   754.827 (meters)     2476.46  (feet) ADJUSTED
 PT0645  ______________________________________________________________________
 PT0645  GEOID HEIGHT    -        -20.172 (meters)                     GEOID18
 PT0645  DYNAMIC HEIGHT  -        754.631 (meters)     2475.82  (feet) COMP
 PT0645  MODELED GRAVITY -    980,334.1   (mgal)                       NAVD 88
 PT0645
 PT0645  VERT ORDER      -  SECOND    CLASS 0
 PT0645
 PT0645.The horizontal coordinates were scaled from a map and have
 PT0645.an estimated accuracy of +/- 6 seconds.
 PT0645
 PT0645.The orthometric height was determined by differential leveling and
 PT0645.adjusted by the NATIONAL GEODETIC SURVEY
 PT0645.in June 1991.
 PT0645
 PT0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0645.GEOID18 height accuracy estimate available here.
 PT0645
 PT0645.Click photographs - Photos may exist for this station.
 PT0645
 PT0645.The dynamic height is computed by dividing the NAVD 88
 PT0645.geopotential number by the normal gravity value computed on the
 PT0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0645.degrees latitude (g = 980.6199 gals.).
 PT0645
 PT0645.The modeled gravity was interpolated from observed gravity values.
 PT0645
 PT0645;                    North         East    Units  Estimated Accuracy
 PT0645;SPC SD S     -   231,790.      472,270.      MT  (+/- 180 meters Scaled)
 PT0645
 PT0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ661214(NAD 83)
 PT0645
 PT0645                          SUPERSEDED SURVEY CONTROL
 PT0645
 PT0645  NGVD 29 (??/??/92)  754.368  (m)         2474.96   (f) ADJ UNCH    2 0
 PT0645
 PT0645.Superseded values are not recommended for survey control.
 PT0645
 PT0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0645.See file dsdata.pdf to determine how the superseded data were derived.
 PT0645
 PT0645_MARKER: DR = REFERENCE MARK DISK
 PT0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0645_STAMPING: BM T 126 NO 2 1934
 PT0645_MARK LOGO: CGS
 PT0645_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0645+STABILITY: SURFACE MOTION
 PT0645
 PT0645  HISTORY     - Date     Condition        Report By
 PT0645  HISTORY     - 1961     MONUMENTED       CGS
 PT0645  HISTORY     - 1962     GOOD             CGS
 PT0645
 PT0645                          STATION DESCRIPTION
 PT0645
 PT0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0645'17.8 MI SE FROM HOWES.
 PT0645'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0645'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAY
 PT0645'34 AND 73, THENCE 17.25 MILES SOUTHEAST ALONG A GRAVELED ROAD WHICH
 PT0645'WAS FORMERLY HIGHWAY 34 AND 73, 27 1/2 FEET WEST OF THE WEST
 PT0645'GATEPOST OF A GATE, 59.7 FEET WEST OF T 126, 1 1/2 FEET NORTH OF
 PT0645'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PT0645'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1039 ***********************************************************************
 PU1039  DESIGNATION -  T 127
 PU1039  PID         -  PU1039
 PU1039  STATE/COUNTY-  SD/MEADE
 PU1039  COUNTRY     -  US
 PU1039  USGS QUAD   -  ENNING (2017)
 PU1039
 PU1039                         *CURRENT SURVEY CONTROL
 PU1039  ______________________________________________________________________
 PU1039* NAD 83(1986) POSITION- 44 34 32.     (N) 102 33 09.     (W)   SCALED
 PU1039* NAVD 88 ORTHO HEIGHT -   925.442 (meters)     3036.22  (feet) ADJUSTED
 PU1039  ______________________________________________________________________
 PU1039  GEOID HEIGHT    -        -18.443 (meters)                     GEOID18
 PU1039  DYNAMIC HEIGHT  -        925.187 (meters)     3035.38  (feet) COMP
 PU1039  MODELED GRAVITY -    980,310.4   (mgal)                       NAVD 88
 PU1039
 PU1039  VERT ORDER      -  SECOND    CLASS 0
 PU1039
 PU1039.The horizontal coordinates were scaled from a map and have
 PU1039.an estimated accuracy of +/- 6 seconds.
 PU1039
 PU1039.The orthometric height was determined by differential leveling and
 PU1039.adjusted by the NATIONAL GEODETIC SURVEY
 PU1039.in June 1991.
 PU1039
 PU1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1039.GEOID18 height accuracy estimate available here.
 PU1039
 PU1039.Click photographs - Photos may exist for this station.
 PU1039
 PU1039.The dynamic height is computed by dividing the NAVD 88
 PU1039.geopotential number by the normal gravity value computed on the
 PU1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1039.degrees latitude (g = 980.6199 gals.).
 PU1039
 PU1039.The modeled gravity was interpolated from observed gravity values.
 PU1039
 PU1039;                    North         East    Units  Estimated Accuracy
 PU1039;SPC SD N     -    85,670.      397,300.      MT  (+/- 180 meters Scaled)
 PU1039
 PU1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK943387(NAD 83)
 PU1039
 PU1039                          SUPERSEDED SURVEY CONTROL
 PU1039
 PU1039  NGVD 29 (??/??/92)  924.958  (m)         3034.63   (f) ADJ UNCH    2 0
 PU1039
 PU1039.Superseded values are not recommended for survey control.
 PU1039
 PU1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1039.See file dsdata.pdf to determine how the superseded data were derived.
 PU1039
 PU1039_MARKER: DB = BENCH MARK DISK
 PU1039_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1039_STAMPING: T 127 1934
 PU1039_MARK LOGO: CGS
 PU1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1039
 PU1039  HISTORY     - Date     Condition        Report By
 PU1039  HISTORY     - 1934     MONUMENTED       CGS
 PU1039  HISTORY     - 1963     GOOD             CGS
 PU1039  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU1039
 PU1039                          STATION DESCRIPTION
 PU1039
 PU1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1039'0.5 MI E FROM ENNING.
 PU1039'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU1039'POST OFFICE AT ENNING, AT A JOG IN THE FENCE LINE, 46 FEET
 PU1039'NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A
 PU1039'FENCE, 1 1/2 FEET EAST OF A CORNER FENCE POST, 0.9 FEET SOUTH
 PU1039'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 PU1039'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 PU1039
 PU1039                          STATION RECOVERY (1995)
 PU1039
 PU1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1039'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK T 127
 PU1039'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU1039'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1040 ***********************************************************************
 PU1040  DESIGNATION -  T 127 RESET
 PU1040  PID         -  PU1040
 PU1040  STATE/COUNTY-  SD/MEADE
 PU1040  COUNTRY     -  US
 PU1040  USGS QUAD   -  ENNING (2017)
 PU1040
 PU1040                         *CURRENT SURVEY CONTROL
 PU1040  ______________________________________________________________________
 PU1040* NAD 83(1986) POSITION- 44 34 31.     (N) 102 33 14.     (W)   SCALED
 PU1040* NAVD 88 ORTHO HEIGHT -   924.448 (meters)     3032.96  (feet) ADJUSTED
 PU1040  ______________________________________________________________________
 PU1040  GEOID HEIGHT    -        -18.440 (meters)                     GEOID18
 PU1040  DYNAMIC HEIGHT  -        924.193 (meters)     3032.12  (feet) COMP
 PU1040  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 PU1040
 PU1040  VERT ORDER      -  FIRST     CLASS II
 PU1040
 PU1040.The horizontal coordinates were scaled from a map and have
 PU1040.an estimated accuracy of +/- 6 seconds.
 PU1040
 PU1040.The orthometric height was determined by differential leveling and
 PU1040.adjusted by the NATIONAL GEODETIC SURVEY
 PU1040.in October 1997.
 PU1040
 PU1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1040.GEOID18 height accuracy estimate available here.
 PU1040
 PU1040.Click photographs - Photos may exist for this station.
 PU1040
 PU1040.The dynamic height is computed by dividing the NAVD 88
 PU1040.geopotential number by the normal gravity value computed on the
 PU1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1040.degrees latitude (g = 980.6199 gals.).
 PU1040
 PU1040.The modeled gravity was interpolated from observed gravity values.
 PU1040
 PU1040;                    North         East    Units  Estimated Accuracy
 PU1040;SPC SD N     -    85,650.      397,190.      MT  (+/- 180 meters Scaled)
 PU1040
 PU1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK942386(NAD 83)
 PU1040
 PU1040                          SUPERSEDED SURVEY CONTROL
 PU1040
 PU1040.No superseded survey control is available for this station.
 PU1040
 PU1040_MARKER: DB = BENCH MARK DISK
 PU1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1040_STAMPING: T 127 RESET 1972
 PU1040_MARK LOGO: CGS
 PU1040_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1040+STABILITY: SURFACE MOTION
 PU1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1040+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU1040
 PU1040  HISTORY     - Date     Condition        Report By
 PU1040  HISTORY     - 1972     MONUMENTED       NGS
 PU1040  HISTORY     - 19950605 GOOD             NGS
 PU1040
 PU1040                          STATION DESCRIPTION
 PU1040
 PU1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU1040'0.5 MI E FROM ENNING.
 PU1040'0.5 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU1040'199 FEET EAST OF A TELEPHONE CABLE INSPECTION BOX, 99 FEET
 PU1040'SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH
 PU1040'R.O.W. FENCE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, AND SET
 PU1040'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS AT
 PU1040'HIGHWAY STATION 513+00.  BENCH MARK T 127 WAS RECOVERED IN
 PU1040'GOOD CONDITION AS DESCRIBED, THE DISK WAS REMOVED FROM THE
 PU1040'MARK AT THIS TIME.
 PU1040
 PU1040                          STATION RECOVERY (1995)
 PU1040
 PU1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1040'9.8 KM (6.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU1040'IN UNION CENTER, 50.1 M (164.4 FT) SOUTHWEST OF MILEPOST 87, 30.3 M
 PU1040'(99.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT) SOUTH OF A
 PU1040'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU1040'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0304 ***********************************************************************
 PU0304  DESIGNATION -  T 129
 PU0304  PID         -  PU0304
 PU0304  STATE/COUNTY-  SD/MEADE
 PU0304  COUNTRY     -  US
 PU0304  USGS QUAD   -  WASTA NW (2017)
 PU0304
 PU0304                         *CURRENT SURVEY CONTROL
 PU0304  ______________________________________________________________________
 PU0304* NAD 83(1986) POSITION- 44 11 24.82   (N) 102 29 30.43   (W)   HD_HELD1
 PU0304* NAVD 88 ORTHO HEIGHT -   796.477 (meters)     2613.11  (feet) ADJUSTED
 PU0304  ______________________________________________________________________
 PU0304  GEOID HEIGHT    -        -18.536 (meters)                     GEOID18
 PU0304  DYNAMIC HEIGHT  -        796.246 (meters)     2612.35  (feet) COMP
 PU0304  MODELED GRAVITY -    980,301.3   (mgal)                       NAVD 88
 PU0304
 PU0304  VERT ORDER      -  SECOND    CLASS 0
 PU0304
 PU0304.The horizontal coordinates were determined by differentially corrected
 PU0304.hand held GPS observations or other comparable positioning techniques
 PU0304.and have an estimated accuracy of +/- 3 meters.
 PU0304
 PU0304.The orthometric height was determined by differential leveling and
 PU0304.adjusted by the NATIONAL GEODETIC SURVEY
 PU0304.in June 1991.
 PU0304
 PU0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0304.GEOID18 height accuracy estimate available here.
 PU0304
 PU0304.Click photographs - Photos may exist for this station.
 PU0304
 PU0304.The dynamic height is computed by dividing the NAVD 88
 PU0304.geopotential number by the normal gravity value computed on the
 PU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0304.degrees latitude (g = 980.6199 gals.).
 PU0304
 PU0304.The modeled gravity was interpolated from observed gravity values.
 PU0304
 PU0304;                    North         East    Units  Estimated Accuracy
 PU0304;SPC SD N     -    42,725.3     400,804.3     MT  (+/- 3 meters HH1 GPS) 
 PU0304
 PU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0045296060(NAD 83)
 PU0304
 PU0304                          SUPERSEDED SURVEY CONTROL
 PU0304
 PU0304  NGVD 29 (??/??/92)  796.012  (m)         2611.58   (f) ADJ UNCH    2 0
 PU0304
 PU0304.Superseded values are not recommended for survey control.
 PU0304
 PU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0304.See file dsdata.pdf to determine how the superseded data were derived.
 PU0304
 PU0304_MARKER: DB = BENCH MARK DISK
 PU0304_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0304_STAMPING: T 129 1934
 PU0304_MARK LOGO: CGS
 PU0304_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0304
 PU0304  HISTORY     - Date     Condition        Report By
 PU0304  HISTORY     - 1934     MONUMENTED       CGS
 PU0304  HISTORY     - 1954     GOOD             CGS
 PU0304
 PU0304                          STATION DESCRIPTION
 PU0304
 PU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PU0304'10 MI S FROM WASTA.
 PU0304'IN MEADE COUNTY, ABOUT 10 MILES NORTH ALONG THE COUNTY ROAD
 PU0304'LEADING TO ENNING FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0304'STATION AT WASTA, PENNINGTON COUNTY, 0.3 MILE NORTH OF A BRIDGE
 PU0304'OVER A DRY CREEK BED, 0.2 MILE WEST OF A RIGHT-ANGLE TURN FROM
 PU0304'EAST TO NORTH, 43 YARDS EAST OF A RIGHT-ANGLE TURN FROM NORTH
 PU0304'TO EAST ON THE TOP OF A HILL, 43 YARDS EAST OF A WIRE-FENCE
 PU0304'CORNER, 35-1/2 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 PU0304'1.8 FEET NORTH OF THE FENCE LINE PARALLELING THE ROAD.  A
 PU0304'STANDARD DISK, STAMPED T 129 1934 AND SET IN THE TOP OF A
 PU0304'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0122 ***********************************************************************
 PT0122  DESIGNATION -  T 13
 PT0122  PID         -  PT0122
 PT0122  STATE/COUNTY-  SD/STANLEY
 PT0122  COUNTRY     -  US
 PT0122  USGS QUAD   -  PIERRE (2017)
 PT0122
 PT0122                         *CURRENT SURVEY CONTROL
 PT0122  ______________________________________________________________________
 PT0122* NAD 83(1986) POSITION- 44 20 47.     (N) 100 22 16.     (W)   SCALED
 PT0122* NAVD 88 ORTHO HEIGHT -   440.190 (meters)     1444.19  (feet) ADJUSTED
 PT0122  ______________________________________________________________________
 PT0122  GEOID HEIGHT    -        -23.522 (meters)                     GEOID18
 PT0122  DYNAMIC HEIGHT  -        440.099 (meters)     1443.89  (feet) COMP
 PT0122  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 PT0122
 PT0122  VERT ORDER      -  FIRST     CLASS II
 PT0122
 PT0122.The horizontal coordinates were scaled from a map and have
 PT0122.an estimated accuracy of +/- 6 seconds.
 PT0122
 PT0122.The orthometric height was determined by differential leveling and
 PT0122.adjusted by the NATIONAL GEODETIC SURVEY
 PT0122.in June 1991.
 PT0122
 PT0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0122.GEOID18 height accuracy estimate available here.
 PT0122
 PT0122.Click photographs - Photos may exist for this station.
 PT0122
 PT0122.The dynamic height is computed by dividing the NAVD 88
 PT0122.geopotential number by the normal gravity value computed on the
 PT0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0122.degrees latitude (g = 980.6199 gals.).
 PT0122
 PT0122.The modeled gravity was interpolated from observed gravity values.
 PT0122
 PT0122;                    North         East    Units  Estimated Accuracy
 PT0122;SPC SD S     -   223,640.      596,990.      MT  (+/- 180 meters Scaled)
 PT0122
 PT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ907112(NAD 83)
 PT0122
 PT0122                          SUPERSEDED SURVEY CONTROL
 PT0122
 PT0122  NGVD 29 (??/??/92)  439.810  (m)         1442.94   (f) ADJ UNCH    1 2
 PT0122
 PT0122.Superseded values are not recommended for survey control.
 PT0122
 PT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0122.See file dsdata.pdf to determine how the superseded data were derived.
 PT0122
 PT0122_MARKER: DB = BENCH MARK DISK
 PT0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0122_STAMPING: T 13 1926 1442.943
 PT0122_MARK LOGO: CGS
 PT0122_PROJECTION: RECESSED 8 CENTIMETERS
 PT0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0122+STABILITY: SURFACE MOTION
 PT0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0122+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 PT0122
 PT0122  HISTORY     - Date     Condition        Report By
 PT0122  HISTORY     - 1926     MONUMENTED       CGS
 PT0122  HISTORY     - 1926     GOOD             CGS
 PT0122  HISTORY     - 19861110 SEE DESCRIPTION  NGS
 PT0122
 PT0122                          STATION DESCRIPTION
 PT0122
 PT0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0122'0.5 MI S FROM FORT PIERRE.
 PT0122'0.5 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 PT0122'FORT PIERRE, STANLEY COUNTY, 87 FEET SOUTHWEST OF THE CENTER
 PT0122'LINE OF THE HIGHWAY AT A CURVE, NEAR THE SOUTH END OF A CUT
 PT0122'THROUGH THE TOP OF A HILL, ON RANGE WITH THE SOUTH FOOT OF THE
 PT0122'HILL AND THE MIDDLE OF THE SOUTH SPAN OF THE CHICAGO AND NORTH
 PT0122'WESTERN RAILWAY BRIDGE, 62 FEET WEST OF A FENCE CORNER, AND 13
 PT0122'FEET SOUTHWEST OF A FENCE ON THE SOUTHWEST SIDE OF THE HIGHWAY.
 PT0122'A STANDARD DISK, STAMPED 1442.943 T 13 1926 AND SET IN THE TOP
 PT0122'OF A CONCRETE POST ABOUT 3 INCHES UNDER GROUND.  NOTE-- HIGHWAY
 PT0122'HAS BEEN RE-CONSTRUCTED.
 PT0122
 PT0122                          STATION RECOVERY (1986)
 PT0122
 PT0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0122'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0071 ***********************************************************************
 OT0071  DESIGNATION -  T 130
 OT0071  PID         -  OT0071
 OT0071  STATE/COUNTY-  SD/PENNINGTON
 OT0071  COUNTRY     -  US
 OT0071  USGS QUAD   -  WALL SE (2017)
 OT0071
 OT0071                         *CURRENT SURVEY CONTROL
 OT0071  ______________________________________________________________________
 OT0071* NAD 83(1986) POSITION- 43 47 29.     (N) 102 06 06.     (W)   SCALED
 OT0071* NAVD 88 ORTHO HEIGHT -   809.758 (meters)     2656.68  (feet) ADJUSTED
 OT0071  ______________________________________________________________________
 OT0071  GEOID HEIGHT    -        -19.515 (meters)                     GEOID18
 OT0071  DYNAMIC HEIGHT  -        809.494 (meters)     2655.81  (feet) COMP
 OT0071  MODELED GRAVITY -    980,266.4   (mgal)                       NAVD 88
 OT0071
 OT0071  VERT ORDER      -  SECOND    CLASS 0
 OT0071
 OT0071.The horizontal coordinates were scaled from a map and have
 OT0071.an estimated accuracy of +/- 6 seconds.
 OT0071
 OT0071.The orthometric height was determined by differential leveling and
 OT0071.adjusted by the NATIONAL GEODETIC SURVEY
 OT0071.in June 1991.
 OT0071
 OT0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0071.GEOID18 height accuracy estimate available here.
 OT0071
 OT0071.Click photographs - Photos may exist for this station.
 OT0071
 OT0071.The dynamic height is computed by dividing the NAVD 88
 OT0071.geopotential number by the normal gravity value computed on the
 OT0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0071.degrees latitude (g = 980.6199 gals.).
 OT0071
 OT0071.The modeled gravity was interpolated from observed gravity values.
 OT0071
 OT0071;                    North         East    Units  Estimated Accuracy
 OT0071;SPC SD S     -   163,490.      457,700.      MT  (+/- 180 meters Scaled)
 OT0071
 OT0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ331527(NAD 83)
 OT0071
 OT0071                          SUPERSEDED SURVEY CONTROL
 OT0071
 OT0071  NGVD 29 (??/??/92)  809.27   (m)         2655.1    (f) COMPUTED    2 0
 OT0071
 OT0071.Superseded values are not recommended for survey control.
 OT0071
 OT0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0071.See file dsdata.pdf to determine how the superseded data were derived.
 OT0071
 OT0071_MARKER: DB = BENCH MARK DISK
 OT0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0071_STAMPING: T 130 1934
 OT0071_MARK LOGO: CGS
 OT0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0071+STABILITY: SURFACE MOTION
 OT0071
 OT0071  HISTORY     - Date     Condition        Report By
 OT0071  HISTORY     - 1934     MONUMENTED       CGS
 OT0071  HISTORY     - 1940     GOOD             CGS
 OT0071  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0071
 OT0071                          STATION DESCRIPTION
 OT0071
 OT0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OT0071'12.5 MI NW FROM INTERIOR.
 OT0071'IN PENNINGTON COUNTY, 12.5 MILES NORTHWEST ALONG THE ROAD
 OT0071'LEADING TO WALL FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0071'PACIFIC RAILROAD STATION AT INTERIOR, JACKSON COUNTY, 3.4 MILES
 OT0071'WEST OF THE JUNCTION OF A ROAD LEADING NORTH, AND 49 FEET SOUTHWEST
 OT0071'OF THE CENTERLINE OF A ROAD LEADING NORTH, AND 49 FEET SOUTHWEST
 OT0071'OF THE CENTERLINE OF THE WALL-INTERIOR ROAD.  A STANDARD DISK,
 OT0071'STAMPED T 130 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0071'PROJECTING 4 INCHES ABOVE GROUND.
 OT0071
 OT0071                          STATION RECOVERY (1962)
 OT0071
 OT0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0629 ***********************************************************************
 PU0629  DESIGNATION -  T 131
 PU0629  PID         -  PU0629
 PU0629  STATE/COUNTY-  SD/PENNINGTON
 PU0629  COUNTRY     -  US
 PU0629  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU0629
 PU0629                         *CURRENT SURVEY CONTROL
 PU0629  ______________________________________________________________________
 PU0629* NAD 83(1986) POSITION- 44 06 07.     (N) 102 56 59.     (W)   SCALED
 PU0629* NAVD 88 ORTHO HEIGHT -   893.588 (meters)     2931.71  (feet) ADJUSTED
 PU0629  ______________________________________________________________________
 PU0629  GEOID HEIGHT    -        -17.124 (meters)                     GEOID18
 PU0629  DYNAMIC HEIGHT  -        893.297 (meters)     2930.76  (feet) COMP
 PU0629  MODELED GRAVITY -    980,263.5   (mgal)                       NAVD 88
 PU0629
 PU0629  VERT ORDER      -  SECOND    CLASS 0
 PU0629
 PU0629.The horizontal coordinates were scaled from a map and have
 PU0629.an estimated accuracy of +/- 6 seconds.
 PU0629
 PU0629.The orthometric height was determined by differential leveling and
 PU0629.adjusted by the NATIONAL GEODETIC SURVEY
 PU0629.in June 1991.
 PU0629
 PU0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0629.GEOID18 height accuracy estimate available here.
 PU0629
 PU0629.Click photographs - Photos may exist for this station.
 PU0629
 PU0629.The dynamic height is computed by dividing the NAVD 88
 PU0629.geopotential number by the normal gravity value computed on the
 PU0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0629.degrees latitude (g = 980.6199 gals.).
 PU0629
 PU0629.The modeled gravity was interpolated from observed gravity values.
 PU0629
 PU0629;                    North         East    Units  Estimated Accuracy
 PU0629;SPC SD S     -   199,780.      390,560.      MT  (+/- 180 meters Scaled)
 PU0629
 PU0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ640852(NAD 83)
 PU0629
 PU0629                          SUPERSEDED SURVEY CONTROL
 PU0629
 PU0629  NGVD 29 (??/??/92)  893.116  (m)         2930.16   (f) ADJ UNCH    2 0
 PU0629
 PU0629.Superseded values are not recommended for survey control.
 PU0629
 PU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0629.See file dsdata.pdf to determine how the superseded data were derived.
 PU0629
 PU0629_MARKER: DB = BENCH MARK DISK
 PU0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0629_STAMPING: T 131 1934
 PU0629_MARK LOGO: CGS
 PU0629_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0629+STABILITY: SURFACE MOTION
 PU0629
 PU0629  HISTORY     - Date     Condition        Report By
 PU0629  HISTORY     - 1934     MONUMENTED       CGS
 PU0629
 PU0629                          STATION DESCRIPTION
 PU0629
 PU0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0629'5.8 MI W FROM NEW UNDERWOOD.
 PU0629'5.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0629'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 7 POLES EAST OF
 PU0629'MILEPOST 635, 60 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 PU0629'OF A SECTION-LINE ROAD, 44.5 FEET SOUTH OF THE SOUTH RAIL, 4 FEET
 PU0629'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 PU0629'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0238 ***********************************************************************
 OT0238  DESIGNATION -  T 132
 OT0238  PID         -  OT0238
 OT0238  STATE/COUNTY-  SD/SHANNON
 OT0238  COUNTRY     -  US
 OT0238  USGS QUAD   -  ROCKYFORD (2017)
 OT0238
 OT0238                         *CURRENT SURVEY CONTROL
 OT0238  ______________________________________________________________________
 OT0238* NAD 83(1986) POSITION- 43 22 57.     (N) 102 30 16.     (W)   SCALED
 OT0238* NAVD 88 ORTHO HEIGHT -   860.387 (meters)     2822.79  (feet) ADJUSTED
 OT0238  ______________________________________________________________________
 OT0238  GEOID HEIGHT    -        -18.306 (meters)                     GEOID18
 OT0238  DYNAMIC HEIGHT  -        860.064 (meters)     2821.73  (feet) COMP
 OT0238  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 OT0238
 OT0238  VERT ORDER      -  SECOND    CLASS 0
 OT0238
 OT0238.The horizontal coordinates were scaled from a map and have
 OT0238.an estimated accuracy of +/- 6 seconds.
 OT0238
 OT0238.The orthometric height was determined by differential leveling and
 OT0238.adjusted by the NATIONAL GEODETIC SURVEY
 OT0238.in June 1991.
 OT0238
 OT0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0238.GEOID18 height accuracy estimate available here.
 OT0238
 OT0238.Click photographs - Photos may exist for this station.
 OT0238
 OT0238.The dynamic height is computed by dividing the NAVD 88
 OT0238.geopotential number by the normal gravity value computed on the
 OT0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0238.degrees latitude (g = 980.6199 gals.).
 OT0238
 OT0238.The modeled gravity was interpolated from observed gravity values.
 OT0238
 OT0238;                    North         East    Units  Estimated Accuracy
 OT0238;SPC SD S     -   118,850.      424,100.      MT  (+/- 180 meters Scaled)
 OT0238
 OT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ021063(NAD 83)
 OT0238
 OT0238                          SUPERSEDED SURVEY CONTROL
 OT0238
 OT0238  NGVD 29 (??/??/92)  859.940  (m)         2821.32   (f) ADJ UNCH    2 0
 OT0238
 OT0238.Superseded values are not recommended for survey control.
 OT0238
 OT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0238.See file dsdata.pdf to determine how the superseded data were derived.
 OT0238
 OT0238_MARKER: DB = BENCH MARK DISK
 OT0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0238_STAMPING: T 132 1934
 OT0238_MARK LOGO: CGS
 OT0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0238+STABILITY: SURFACE MOTION
 OT0238
 OT0238  HISTORY     - Date     Condition        Report By
 OT0238  HISTORY     - 1934     MONUMENTED       CGS
 OT0238  HISTORY     - 1948     GOOD             CGS
 OT0238
 OT0238                          STATION DESCRIPTION
 OT0238
 OT0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OT0238'11.4 MI N FROM MANDERSON.
 OT0238'IN SHANNON COUNTY, 11.4 MILES NORTH ALONG THE ROAD LEADING
 OT0238'TO SCENIC FROM MANDERSON, SHANNON COUNTY, 2 MILES SOUTHEAST
 OT0238'OF A COUNTRY CHURCH, 33 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OT0238'32 FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD, AND 27 FEET
 OT0238'SOUTH OF THE CORNER POST IN A SECTION-LINE FENCE.  A STANDARD
 OT0238'DISK, STAMPED T 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OT0238'NOTE-- BRENNAN NOW KNOWN AS WOUNDED KNEE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0382 ***********************************************************************
 OT0382  DESIGNATION -  T 133
 OT0382  PID         -  OT0382
 OT0382  STATE/COUNTY-  SD/FALL RIVER
 OT0382  COUNTRY     -  US
 OT0382  USGS QUAD   -  BUFFALO GAP (2017)
 OT0382
 OT0382                         *CURRENT SURVEY CONTROL
 OT0382  ______________________________________________________________________
 OT0382* NAD 83(1986) POSITION- 43 25 49.     (N) 103 16 26.     (W)   SCALED
 OT0382* NAVD 88 ORTHO HEIGHT -   912.425 (meters)     2993.51  (feet) ADJUSTED
 OT0382  ______________________________________________________________________
 OT0382  GEOID HEIGHT    -        -16.452 (meters)                     GEOID18
 OT0382  DYNAMIC HEIGHT  -        912.059 (meters)     2992.31  (feet) COMP
 OT0382  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 OT0382
 OT0382  VERT ORDER      -  SECOND    CLASS 0
 OT0382
 OT0382.The horizontal coordinates were scaled from a map and have
 OT0382.an estimated accuracy of +/- 6 seconds.
 OT0382
 OT0382.The orthometric height was determined by differential leveling and
 OT0382.adjusted by the NATIONAL GEODETIC SURVEY
 OT0382.in June 1991.
 OT0382
 OT0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0382.GEOID18 height accuracy estimate available here.
 OT0382
 OT0382.Click photographs - Photos may exist for this station.
 OT0382
 OT0382.The dynamic height is computed by dividing the NAVD 88
 OT0382.geopotential number by the normal gravity value computed on the
 OT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0382.degrees latitude (g = 980.6199 gals.).
 OT0382
 OT0382.The modeled gravity was interpolated from observed gravity values.
 OT0382
 OT0382;                    North         East    Units  Estimated Accuracy
 OT0382;SPC SD S     -   126,080.      361,980.      MT  (+/- 180 meters Scaled)
 OT0382
 OT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ397100(NAD 83)
 OT0382
 OT0382                          SUPERSEDED SURVEY CONTROL
 OT0382
 OT0382  NGVD 29 (??/??/92)  911.969  (m)         2992.02   (f) ADJ UNCH    2 0
 OT0382
 OT0382.Superseded values are not recommended for survey control.
 OT0382
 OT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0382.See file dsdata.pdf to determine how the superseded data were derived.
 OT0382
 OT0382_MARKER: DB = BENCH MARK DISK
 OT0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0382_SP_SET: ABUTMENT
 OT0382_STAMPING: T 133 1934
 OT0382_MARK LOGO: CGS
 OT0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0382
 OT0382  HISTORY     - Date     Condition        Report By
 OT0382  HISTORY     - 1934     MONUMENTED       CGS
 OT0382
 OT0382                          STATION DESCRIPTION
 OT0382
 OT0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0382'4.8 MI S FROM BUFFALO GAP.
 OT0382'IN FALL RIVER COUNTY, 4.8 MILES SOUTH ALONG THE CHICAGO AND
 OT0382'NORTH WESTERN RAILWAY FROM THE STATION AT BUFFALO GAP, CUSTER
 OT0382'COUNTY, 2.5 RAILS NORTH OF BRIDGE POST 88, AT THE BRIDGE OVER
 OT0382'BEAVER CREEK, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 OT0382'ABUTMENT, AND 7.2 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 OT0382'STAMPED T 133 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0216 ***********************************************************************
 OT0216  DESIGNATION -  T 134
 OT0216  PID         -  OT0216
 OT0216  STATE/COUNTY-  SD/SHANNON
 OT0216  COUNTRY     -  US
 OT0216  USGS QUAD   -  MANDERSON SW (2017)
 OT0216
 OT0216                         *CURRENT SURVEY CONTROL
 OT0216  ______________________________________________________________________
 OT0216* NAD 83(1986) POSITION- 43 01 55.     (N) 102 26 09.     (W)   SCALED
 OT0216* NAVD 88 ORTHO HEIGHT -  1030.609 (meters)     3381.26  (feet) ADJUSTED
 OT0216  ______________________________________________________________________
 OT0216  GEOID HEIGHT    -        -18.281 (meters)                     GEOID18
 OT0216  DYNAMIC HEIGHT  -       1030.142 (meters)     3379.72  (feet) COMP
 OT0216  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 OT0216
 OT0216  VERT ORDER      -  SECOND    CLASS 0
 OT0216
 OT0216.The horizontal coordinates were scaled from a map and have
 OT0216.an estimated accuracy of +/- 6 seconds.
 OT0216
 OT0216.The orthometric height was determined by differential leveling and
 OT0216.adjusted by the NATIONAL GEODETIC SURVEY
 OT0216.in June 1991.
 OT0216
 OT0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0216.GEOID18 height accuracy estimate available here.
 OT0216
 OT0216.Click photographs - Photos may exist for this station.
 OT0216
 OT0216.The dynamic height is computed by dividing the NAVD 88
 OT0216.geopotential number by the normal gravity value computed on the
 OT0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0216.degrees latitude (g = 980.6199 gals.).
 OT0216
 OT0216.The modeled gravity was interpolated from observed gravity values.
 OT0216
 OT0216;                    North         East    Units  Estimated Accuracy
 OT0216;SPC SD S     -    79,780.      428,670.      MT  (+/- 180 meters Scaled)
 OT0216
 OT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH088675(NAD 83)
 OT0216
 OT0216                          SUPERSEDED SURVEY CONTROL
 OT0216
 OT0216  NGVD 29 (??/??/92) 1030.100  (m)         3379.59   (f) ADJ UNCH    2 0
 OT0216
 OT0216.Superseded values are not recommended for survey control.
 OT0216
 OT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0216.See file dsdata.pdf to determine how the superseded data were derived.
 OT0216
 OT0216_MARKER: DB = BENCH MARK DISK
 OT0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0216_STAMPING: T 134 1934
 OT0216_MARK LOGO: CGS
 OT0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0216+STABILITY: SURFACE MOTION
 OT0216
 OT0216  HISTORY     - Date     Condition        Report By
 OT0216  HISTORY     - 1934     MONUMENTED       CGS
 OT0216  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0216
 OT0216                          STATION DESCRIPTION
 OT0216
 OT0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0216'6.2 MI E FROM PINE RIDGE.
 OT0216'6.2 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE INDIAN AGENCY AT
 OT0216'PINE RIDGE, SHANNON COUNTY, 34 FEET EAST OF THE CENTERLINE OF
 OT0216'A NORTH-AND-SOUTH SECTION ROAD, 37 FEET SOUTH OF THE CENTERLINE
 OT0216'OF THE HIGHWAY, 9 FEET EAST OF A FENCE CORNER, AND 4 FEET SOUTH
 OT0216'OF A FENCE LINE ALONG THE HIGHWAY.  A STANDARD DISK, STAMPED
 OT0216'T 134 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 OT0216'INCHES ABOVE GROUND.  NOTE-- HIGHWAY HAS BEEN REALIGNED.
 OT0216
 OT0216                          STATION RECOVERY (1966)
 OT0216
 OT0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0423 ***********************************************************************
 OT0423  DESIGNATION -  T 135
 OT0423  PID         -  OT0423
 OT0423  STATE/COUNTY-  SD/FALL RIVER
 OT0423  COUNTRY     -  US
 OT0423  USGS QUAD   -  OELRICHS NE (2017)
 OT0423
 OT0423                         *CURRENT SURVEY CONTROL
 OT0423  ______________________________________________________________________
 OT0423* NAD 83(1986) POSITION- 43 12 12.     (N) 103 07 11.     (W)   SCALED
 OT0423* NAVD 88 ORTHO HEIGHT -   977.505 (meters)     3207.03  (feet) ADJUSTED
 OT0423  ______________________________________________________________________
 OT0423  GEOID HEIGHT    -        -17.230 (meters)                     GEOID18
 OT0423  DYNAMIC HEIGHT  -        977.085 (meters)     3205.65  (feet) COMP
 OT0423  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 OT0423
 OT0423  VERT ORDER      -  SECOND    CLASS 0
 OT0423
 OT0423.The horizontal coordinates were scaled from a map and have
 OT0423.an estimated accuracy of +/- 6 seconds.
 OT0423
 OT0423.The orthometric height was determined by differential leveling and
 OT0423.adjusted by the NATIONAL GEODETIC SURVEY
 OT0423.in June 1991.
 OT0423
 OT0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0423.GEOID18 height accuracy estimate available here.
 OT0423
 OT0423.Click photographs - Photos may exist for this station.
 OT0423
 OT0423.The dynamic height is computed by dividing the NAVD 88
 OT0423.geopotential number by the normal gravity value computed on the
 OT0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0423.degrees latitude (g = 980.6199 gals.).
 OT0423
 OT0423.The modeled gravity was interpolated from observed gravity values.
 OT0423
 OT0423;                    North         East    Units  Estimated Accuracy
 OT0423;SPC SD S     -   100,450.      373,600.      MT  (+/- 180 meters Scaled)
 OT0423
 OT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH527851(NAD 83)
 OT0423
 OT0423                          SUPERSEDED SURVEY CONTROL
 OT0423
 OT0423  NGVD 29 (??/??/92)  976.982  (m)         3205.32   (f) ADJ UNCH    2 0
 OT0423
 OT0423.Superseded values are not recommended for survey control.
 OT0423
 OT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0423.See file dsdata.pdf to determine how the superseded data were derived.
 OT0423
 OT0423_MARKER: DB = BENCH MARK DISK
 OT0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0423_STAMPING: T 135 1934
 OT0423_MARK LOGO: CGS
 OT0423_PROJECTION: PROJECTING 8 CENTIMETERS
 OT0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0423+STABILITY: SURFACE MOTION
 OT0423
 OT0423  HISTORY     - Date     Condition        Report By
 OT0423  HISTORY     - 1934     MONUMENTED       CGS
 OT0423  HISTORY     - 19930919 MARK NOT FOUND   NGS
 OT0423
 OT0423                          STATION DESCRIPTION
 OT0423
 OT0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0423'6.4 MI E FROM OELRICHS.
 OT0423'6.4 MILES EAST ALONG STATE HIGHWAY 52 FROM THE CHICAGO AND NORTH
 OT0423'WESTERN RAILWAY STATION AT OELRICHS, FALL RIVER COUNTY, MIDWAY
 OT0423'BETWEEN TWO RIGHT-ANGLE CURVES, 60 YARDS EAST OF A WOODEN BOX
 OT0423'CULVERT, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 OT0423'1.3 FEET NORTH OF A FENCE LINE PARALLELING THE HIGHWAY.  A
 OT0423'STANDARD DISK, STAMPED T 135 1934 AND SET IN THE TOP OF A
 OT0423'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OT0423
 OT0423                          STATION RECOVERY (1993)
 OT0423
 OT0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0172 ***********************************************************************
 OS0172  DESIGNATION -  T 136
 OS0172  PID         -  OS0172
 OS0172  STATE/COUNTY-  SD/TODD
 OS0172  COUNTRY     -  US
 OS0172  USGS QUAD   -  SOLDIER CREEK (2017)
 OS0172
 OS0172                         *CURRENT SURVEY CONTROL
 OS0172  ______________________________________________________________________
 OS0172* NAD 83(1986) POSITION- 43 16 33.     (N) 100 57 25.     (W)   SCALED
 OS0172* NAVD 88 ORTHO HEIGHT -   815.178 (meters)     2674.46  (feet) ADJUSTED
 OS0172  ______________________________________________________________________
 OS0172  GEOID HEIGHT    -        -22.204 (meters)                     GEOID18
 OS0172  DYNAMIC HEIGHT  -        814.861 (meters)     2673.42  (feet) COMP
 OS0172  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 OS0172
 OS0172  VERT ORDER      -  SECOND    CLASS 0
 OS0172
 OS0172.The horizontal coordinates were scaled from a map and have
 OS0172.an estimated accuracy of +/- 6 seconds.
 OS0172
 OS0172.The orthometric height was determined by differential leveling and
 OS0172.adjusted by the NATIONAL GEODETIC SURVEY
 OS0172.in June 1991.
 OS0172
 OS0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0172.GEOID18 height accuracy estimate available here.
 OS0172
 OS0172.Click photographs - Photos may exist for this station.
 OS0172
 OS0172.The dynamic height is computed by dividing the NAVD 88
 OS0172.geopotential number by the normal gravity value computed on the
 OS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0172.degrees latitude (g = 980.6199 gals.).
 OS0172
 OS0172.The modeled gravity was interpolated from observed gravity values.
 OS0172
 OS0172;                    North         East    Units  Estimated Accuracy
 OS0172;SPC SD S     -   104,890.      549,380.      MT  (+/- 180 meters Scaled)
 OS0172
 OS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN412933(NAD 83)
 OS0172
 OS0172                          SUPERSEDED SURVEY CONTROL
 OS0172
 OS0172  NGVD 29 (??/??/92)  814.779  (m)         2673.15   (f) ADJ UNCH    2 0
 OS0172
 OS0172.Superseded values are not recommended for survey control.
 OS0172
 OS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0172.See file dsdata.pdf to determine how the superseded data were derived.
 OS0172
 OS0172_MARKER: DB = BENCH MARK DISK
 OS0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0172_STAMPING: T 136 1934
 OS0172_MARK LOGO: CGS
 OS0172_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0172_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OS0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0172+STABILITY: SURFACE MOTION
 OS0172
 OS0172  HISTORY     - Date     Condition        Report By
 OS0172  HISTORY     - 1934     MONUMENTED       CGS
 OS0172  HISTORY     - 19950101 SEE DESCRIPTION  SDDENR
 OS0172
 OS0172                          STATION DESCRIPTION
 OS0172
 OS0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0172'6.5 MI W FROM ROSEBUD.
 OS0172'ABOUT 6.5 MILES WEST ALONG U.S. HIGHWAY 18 FROM ROSEBUD, TODD
 OS0172'COUNTY, ABOUT 0.4 MILE NORTH OF A COUNTRY CHURCH, 16 FEET WEST
 OS0172'OF THE CENTER LINE OF THE ROAD TO THE CHURCH, 32 FEET SOUTH
 OS0172'OF THE CENTER LINE OF THE HIGHWAY, AND 9.4 FEET WEST OF A
 OS0172'GATEPOST.  A STANDARD DISK, STAMPED T 136 1934 AND SET IN THE
 OS0172'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OS0172
 OS0172                          STATION RECOVERY (1995)
 OS0172
 OS0172'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 OS0172'HIGHWAY 18 HAS BEEN MOVED.  MONUMENT WAS DESTROYED WHEN A CATTLE-GUARD
 OS0172'GATE WAS INSTALLED ON A NEARBY DRIVEWAY.  MONUMENT FOUND LYING IN
 OS0172'PASTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0049 ***********************************************************************
 OS0049  DESIGNATION -  T 137
 OS0049  PID         -  OS0049
 OS0049  STATE/COUNTY-  SD/MELLETTE
 OS0049  COUNTRY     -  US
 OS0049  USGS QUAD   -  CARTER (2017)
 OS0049
 OS0049                         *CURRENT SURVEY CONTROL
 OS0049  ______________________________________________________________________
 OS0049* NAD 83(1986) POSITION- 43 27 45.     (N) 100 14 38.     (W)   SCALED
 OS0049* NAVD 88 ORTHO HEIGHT -   634.184 (meters)     2080.65  (feet) ADJUSTED
 OS0049  ______________________________________________________________________
 OS0049  GEOID HEIGHT    -        -24.806 (meters)                     GEOID18
 OS0049  DYNAMIC HEIGHT  -        633.960 (meters)     2079.92  (feet) COMP
 OS0049  MODELED GRAVITY -    980,245.8   (mgal)                       NAVD 88
 OS0049
 OS0049  VERT ORDER      -  SECOND    CLASS 0
 OS0049
 OS0049.The horizontal coordinates were scaled from a map and have
 OS0049.an estimated accuracy of +/- 6 seconds.
 OS0049
 OS0049.The orthometric height was determined by differential leveling and
 OS0049.adjusted by the NATIONAL GEODETIC SURVEY
 OS0049.in June 1991.
 OS0049
 OS0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0049.GEOID18 height accuracy estimate available here.
 OS0049
 OS0049.Click photographs - Photos may exist for this station.
 OS0049
 OS0049.The dynamic height is computed by dividing the NAVD 88
 OS0049.geopotential number by the normal gravity value computed on the
 OS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0049.degrees latitude (g = 980.6199 gals.).
 OS0049
 OS0049.The modeled gravity was interpolated from observed gravity values.
 OS0049
 OS0049;                    North         East    Units  Estimated Accuracy
 OS0049;SPC SD S     -   125,440.      607,240.      MT  (+/- 180 meters Scaled)
 OS0049
 OS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP993129(NAD 83)
 OS0049
 OS0049                          SUPERSEDED SURVEY CONTROL
 OS0049
 OS0049  NGVD 29 (??/??/92)  633.795  (m)         2079.38   (f) ADJ UNCH    2 0
 OS0049
 OS0049.Superseded values are not recommended for survey control.
 OS0049
 OS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0049.See file dsdata.pdf to determine how the superseded data were derived.
 OS0049
 OS0049_MARKER: DB = BENCH MARK DISK
 OS0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0049_STAMPING: T 137 1934
 OS0049_MARK LOGO: CGS
 OS0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0049+STABILITY: SURFACE MOTION
 OS0049
 OS0049  HISTORY     - Date     Condition        Report By
 OS0049  HISTORY     - 1934     MONUMENTED       CGS
 OS0049  HISTORY     - 1946     GOOD             CGS
 OS0049
 OS0049                          STATION DESCRIPTION
 OS0049
 OS0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0049'2.8 MI SE FROM MOSHER.
 OS0049'LOCATED 2.8 MILES SOUTHEAST OF STATION ALONG CHICAGO AND NORTH
 OS0049'WESTERN RWY.  AT MOSHER, 8.9 MILES WEST OF STATION AT WITTEN,
 OS0049'194 FEET EAST OF THE INTERSECTION OF CENTERLINES OF A COUNTY
 OS0049'ROAD AND TRACK, 180 YARDS NORTHWEST OF M.P. 196, 38 FEET SOUTH OF
 OS0049'THE CENTERLINE OF COUNTY ROAD, 30.9 FEET NORTHEAST OF NORTHEAST
 OS0049'RAIL.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 OS0049'HIGH, STAMPED T 137 1934.
 OS0049
 OS0049                          STATION RECOVERY (1946)
 OS0049
 OS0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OS0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0724 ***********************************************************************
 OR0724  DESIGNATION -  T 138
 OR0724  PID         -  OR0724
 OR0724  STATE/COUNTY-  SD/TRIPP
 OR0724  COUNTRY     -  US
 OR0724  USGS QUAD   -  DALLAS (2017)
 OR0724
 OR0724                         *CURRENT SURVEY CONTROL
 OR0724  ______________________________________________________________________
 OR0724* NAD 83(1986) POSITION- 43 14 08.     (N) 099 34 02.     (W)   SCALED
 OR0724* NAVD 88 ORTHO HEIGHT -   681.022 (meters)     2234.32  (feet) ADJUSTED
 OR0724  ______________________________________________________________________
 OR0724  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 OR0724  DYNAMIC HEIGHT  -        680.764 (meters)     2233.47  (feet) COMP
 OR0724  MODELED GRAVITY -    980,219.4   (mgal)                       NAVD 88
 OR0724
 OR0724  VERT ORDER      -  SECOND    CLASS 0
 OR0724
 OR0724.The horizontal coordinates were scaled from a map and have
 OR0724.an estimated accuracy of +/- 6 seconds.
 OR0724
 OR0724.The orthometric height was determined by differential leveling and
 OR0724.adjusted by the NATIONAL GEODETIC SURVEY
 OR0724.in June 1991.
 OR0724
 OR0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0724.GEOID18 height accuracy estimate available here.
 OR0724
 OR0724.Click photographs - Photos may exist for this station.
 OR0724
 OR0724.The dynamic height is computed by dividing the NAVD 88
 OR0724.geopotential number by the normal gravity value computed on the
 OR0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0724.degrees latitude (g = 980.6199 gals.).
 OR0724
 OR0724.The modeled gravity was interpolated from observed gravity values.
 OR0724
 OR0724;                    North         East    Units  Estimated Accuracy
 OR0724;SPC SD S     -   100,520.      662,230.      MT  (+/- 180 meters Scaled)
 OR0724
 OR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN539871(NAD 83)
 OR0724
 OR0724                          SUPERSEDED SURVEY CONTROL
 OR0724
 OR0724  NGVD 29 (??/??/92)  680.669  (m)         2233.16   (f) ADJ UNCH    2 0
 OR0724
 OR0724.Superseded values are not recommended for survey control.
 OR0724
 OR0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0724.See file dsdata.pdf to determine how the superseded data were derived.
 OR0724
 OR0724_MARKER: DB = BENCH MARK DISK
 OR0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0724_STAMPING: T 138 1934
 OR0724_MARK LOGO: CGS
 OR0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0724+STABILITY: SURFACE MOTION
 OR0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0724+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1988
 OR0724
 OR0724  HISTORY     - Date     Condition        Report By
 OR0724  HISTORY     - 1934     MONUMENTED       CGS
 OR0724  HISTORY     - 1945     GOOD             CGS
 OR0724  HISTORY     - 19880709 SEE DESCRIPTION  NGS
 OR0724  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0724
 OR0724                          STATION DESCRIPTION
 OR0724
 OR0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0724'2.6 MI NW FROM DALLAS.
 OR0724'IN TRIPP COUNTY, ABOUT 2.6 MILES NORTHWEST ALONG THE CHICAGO AND
 OR0724'NORTH WESTERN RAILWAY FROM THE STATION AT DALLAS, GREGORY COUNTY,
 OR0724'ABOUT 140 YARDS SOUTHEAST OF MILEPOST 156, AT THE NORTHWEST END
 OR0724'OF A SMALL CUT, ABOUT 104 FEET EAST OF THE CROSSING OF A ROAD,
 OR0724'44.2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 3.5 FEET SOUTHWEST
 OR0724'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 138 1934
 OR0724'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 OR0724'ABOVE GROUND.
 OR0724
 OR0724                          STATION RECOVERY (1945)
 OR0724
 OR0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 OR0724'RECOVERED IN GOOD CONDITION.
 OR0724
 OR0724                          STATION RECOVERY (1988)
 OR0724
 OR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0724'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OR0724'THE RAILROAD TRACK IS GONE AND THE RAILBED HAS BEEN GRADED DOWN AND
 OR0724'RETURNED TO THE FIELD.
 OR0724
 OR0724                          STATION RECOVERY (1993)
 OR0724
 OR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0069 ***********************************************************************
 OS0069  DESIGNATION -  T 139
 OS0069  PID         -  OS0069
 OS0069  STATE/COUNTY-  SD/TRIPP
 OS0069  COUNTRY     -  US
 OS0069  USGS QUAD   -  WITTEN (2017)
 OS0069
 OS0069                         *CURRENT SURVEY CONTROL
 OS0069  ______________________________________________________________________
 OS0069* NAD 83(1986) POSITION- 43 28 23.     (N) 100 01 40.     (W)   SCALED
 OS0069* NAVD 88 ORTHO HEIGHT -   592.772 (meters)     1944.79  (feet) ADJUSTED
 OS0069  ______________________________________________________________________
 OS0069  GEOID HEIGHT    -        -25.304 (meters)                     GEOID18
 OS0069  DYNAMIC HEIGHT  -        592.564 (meters)     1944.10  (feet) COMP
 OS0069  MODELED GRAVITY -    980,250.4   (mgal)                       NAVD 88
 OS0069
 OS0069  VERT ORDER      -  SECOND    CLASS 0
 OS0069
 OS0069.The horizontal coordinates were scaled from a map and have
 OS0069.an estimated accuracy of +/- 6 seconds.
 OS0069
 OS0069.The orthometric height was determined by differential leveling and
 OS0069.adjusted by the NATIONAL GEODETIC SURVEY
 OS0069.in June 1991.
 OS0069
 OS0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0069.GEOID18 height accuracy estimate available here.
 OS0069
 OS0069.Click photographs - Photos may exist for this station.
 OS0069
 OS0069.The dynamic height is computed by dividing the NAVD 88
 OS0069.geopotential number by the normal gravity value computed on the
 OS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0069.degrees latitude (g = 980.6199 gals.).
 OS0069
 OS0069.The modeled gravity was interpolated from observed gravity values.
 OS0069
 OS0069;                    North         East    Units  Estimated Accuracy
 OS0069;SPC SD S     -   126,660.      624,720.      MT  (+/- 180 meters Scaled)
 OS0069
 OS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP168138(NAD 83)
 OS0069
 OS0069                          SUPERSEDED SURVEY CONTROL
 OS0069
 OS0069  NGVD 29 (??/??/92)  592.400  (m)         1943.57   (f) ADJ UNCH    2 0
 OS0069
 OS0069.Superseded values are not recommended for survey control.
 OS0069
 OS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0069.See file dsdata.pdf to determine how the superseded data were derived.
 OS0069
 OS0069_MARKER: DB = BENCH MARK DISK
 OS0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0069_STAMPING: T 139 1934
 OS0069_MARK LOGO: CGS
 OS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0069+STABILITY: SURFACE MOTION
 OS0069
 OS0069  HISTORY     - Date     Condition        Report By
 OS0069  HISTORY     - 1934     MONUMENTED       CGS
 OS0069  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0069
 OS0069                          STATION DESCRIPTION
 OS0069
 OS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0069'15 MI NW FROM WINNER.
 OS0069'LOCATED 15 MILES NORTHWEST OF THE COUNTY COURT HOUSE ALONG U.S.
 OS0069'HY. 83 AT WINNER, 52 FT. NORTH OF CENTERLINE OF STATE HY. 40,
 OS0069'37 FT. WEST OF CENTERLINE OF U.S. HY. 83, 15.5 FT. NORTH OF
 OS0069'CORNER OF WIRE FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 OS0069'POST 2 IN HIGH.
 OS0069
 OS0069                          STATION RECOVERY (1977)
 OS0069
 OS0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0003 ***********************************************************************
 PT0003  DESIGNATION -  T 14
 PT0003  PID         -  PT0003
 PT0003  STATE/COUNTY-  SD/SULLY
 PT0003  COUNTRY     -  US
 PT0003  USGS QUAD   -  ONIDA SE (2017)
 PT0003
 PT0003                         *CURRENT SURVEY CONTROL
 PT0003  ______________________________________________________________________
 PT0003* NAD 83(1986) POSITION- 44 37 15.     (N) 100 01 57.     (W)   SCALED
 PT0003* NAVD 88 ORTHO HEIGHT -   537.441 (meters)     1763.25  (feet) ADJUSTED
 PT0003  ______________________________________________________________________
 PT0003  GEOID HEIGHT    -        -23.223 (meters)                     GEOID18
 PT0003  DYNAMIC HEIGHT  -        537.342 (meters)     1762.93  (feet) COMP
 PT0003  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 PT0003
 PT0003  VERT ORDER      -  FIRST     CLASS II
 PT0003
 PT0003.The horizontal coordinates were scaled from a map and have
 PT0003.an estimated accuracy of +/- 6 seconds.
 PT0003
 PT0003.The orthometric height was determined by differential leveling and
 PT0003.adjusted by the NATIONAL GEODETIC SURVEY
 PT0003.in June 1991.
 PT0003
 PT0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0003.GEOID18 height accuracy estimate available here.
 PT0003
 PT0003.Click photographs - Photos may exist for this station.
 PT0003
 PT0003.The dynamic height is computed by dividing the NAVD 88
 PT0003.geopotential number by the normal gravity value computed on the
 PT0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0003.degrees latitude (g = 980.6199 gals.).
 PT0003
 PT0003.The modeled gravity was interpolated from observed gravity values.
 PT0003
 PT0003;                    North         East    Units  Estimated Accuracy
 PT0003;SPC SD N     -    87,510.      597,420.      MT  (+/- 180 meters Scaled)
 PT0003
 PT0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ180413(NAD 83)
 PT0003
 PT0003                          SUPERSEDED SURVEY CONTROL
 PT0003
 PT0003  NGVD 29 (??/??/92)  537.080  (m)         1762.07   (f) ADJ UNCH    1 2
 PT0003
 PT0003.Superseded values are not recommended for survey control.
 PT0003
 PT0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0003.See file dsdata.pdf to determine how the superseded data were derived.
 PT0003
 PT0003_MARKER: DB = BENCH MARK DISK
 PT0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0003_STAMPING: 1762.070 T 14 1926
 PT0003_MARK LOGO: CGS
 PT0003_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0003+STABILITY: SURFACE MOTION
 PT0003
 PT0003  HISTORY     - Date     Condition        Report By
 PT0003  HISTORY     - 1926     MONUMENTED       CGS
 PT0003  HISTORY     - 1964     GOOD             USGS
 PT0003
 PT0003                          STATION DESCRIPTION
 PT0003
 PT0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0003'6 MI S FROM ONIDA.
 PT0003'6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0003'FROM ONIDA, SULLY COUNTY, ABOUT 1/4 MILE NORTH OF EAKIN SIDING,
 PT0003'AT THE CROSSING OF A SECTION-LINE ROAD, 60 FEET NORTH OF THE
 PT0003'CENTER LINE OF THE ROAD, 44.5 FEET EAST OF THE CENTER LINE
 PT0003'OF THE TRACK, 3.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 PT0003'IN LINE WITH A ROW OF POLES, AND 9 FEET SOUTH OF THE FIRST
 PT0003'POLE NORTH OF THE CROSSING.  A STANDARD DISK, STAMPED 1762.070
 PT0003'T 14 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0003'ABOUT 2 INCHES ABOVE GROUND.  NEAR THE 1/4 COR. BETWEEN SECS.
 PT0003'6 AND 7, T 113N., R. 76W.
 PT0003
 PT0003                          STATION RECOVERY (1964)
 PT0003
 PT0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0458 ***********************************************************************
 OR0458  DESIGNATION -  T 140
 OR0458  PID         -  OR0458
 OR0458  STATE/COUNTY-  SD/LYMAN
 OR0458  COUNTRY     -  US
 OR0458  USGS QUAD   -  IONA NW (2017)
 OR0458
 OR0458                         *CURRENT SURVEY CONTROL
 OR0458  ______________________________________________________________________
 OR0458* NAD 83(1986) POSITION- 43 43 38.89   (N) 099 28 47.14   (W)   HD_HELD1
 OR0458* NAVD 88 ORTHO HEIGHT -   412.295 (meters)     1352.67  (feet) ADJUSTED
 OR0458  ______________________________________________________________________
 OR0458  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 OR0458  DYNAMIC HEIGHT  -        412.172 (meters)     1352.27  (feet) COMP
 OR0458  MODELED GRAVITY -    980,310.5   (mgal)                       NAVD 88
 OR0458
 OR0458  VERT ORDER      -  SECOND    CLASS 0
 OR0458
 OR0458.The horizontal coordinates were determined by differentially corrected
 OR0458.hand held GPS observations or other comparable positioning techniques
 OR0458.and have an estimated accuracy of +/- 3 meters.
 OR0458
 OR0458.The orthometric height was determined by differential leveling and
 OR0458.adjusted by the NATIONAL GEODETIC SURVEY
 OR0458.in June 1991.
 OR0458
 OR0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0458.GEOID18 height accuracy estimate available here.
 OR0458
 OR0458.Click photographs - Photos may exist for this station.
 OR0458
 OR0458.The dynamic height is computed by dividing the NAVD 88
 OR0458.geopotential number by the normal gravity value computed on the
 OR0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0458.degrees latitude (g = 980.6199 gals.).
 OR0458
 OR0458.The modeled gravity was interpolated from observed gravity values.
 OR0458
 OR0458;                    North         East    Units  Estimated Accuracy
 OR0458;SPC SD S     -   155,230.0     668,766.9     MT  (+/- 3 meters HH1 GPS) 
 OR0458
 OR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6135941716(NAD 83)
 OR0458
 OR0458                          SUPERSEDED SURVEY CONTROL
 OR0458
 OR0458  NGVD 29 (??/??/92)  411.959  (m)         1351.57   (f) ADJ UNCH    2 0
 OR0458
 OR0458.Superseded values are not recommended for survey control.
 OR0458
 OR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0458.See file dsdata.pdf to determine how the superseded data were derived.
 OR0458
 OR0458_MARKER: DB = BENCH MARK DISK
 OR0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0458_STAMPING: T 140 1934
 OR0458_MARK LOGO: CGS
 OR0458_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0458+STABILITY: SURFACE MOTION
 OR0458
 OR0458  HISTORY     - Date     Condition        Report By
 OR0458  HISTORY     - 1934     MONUMENTED       CGS
 OR0458  HISTORY     - 1945     GOOD             CGS
 OR0458
 OR0458                          STATION DESCRIPTION
 OR0458
 OR0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0458'0.8 MI W FROM OACOMA.
 OR0458'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0458'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0458'AT OACOMA, LYMAN COUNTY, 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0458'47, 177 YARDS SOUTH OF THE SOUTH END OF THE WHITE RIVER BRIDGE,
 OR0458'29-1/2 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 OR0458'SOUTHWEST EDGE OF A 4-FOOT DITCH, 1 FOOT NORTHEAST OF A FENCE,
 OR0458'1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 OR0458'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 140 1934
 OR0458'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 OR0458'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0736 ***********************************************************************
 OR0736  DESIGNATION -  T 141
 OR0736  PID         -  OR0736
 OR0736  STATE/COUNTY-  SD/TRIPP
 OR0736  COUNTRY     -  US
 OR0736  USGS QUAD   -  DALLAS NW (2017)
 OR0736
 OR0736                         *CURRENT SURVEY CONTROL
 OR0736  ______________________________________________________________________
 OR0736* NAD 83(1986) POSITION- 43 09 15.     (N) 099 42 45.     (W)   SCALED
 OR0736* NAVD 88 ORTHO HEIGHT -   703.781 (meters)     2308.99  (feet) ADJUSTED
 OR0736  ______________________________________________________________________
 OR0736  GEOID HEIGHT    -        -24.866 (meters)                     GEOID18
 OR0736  DYNAMIC HEIGHT  -        703.509 (meters)     2308.10  (feet) COMP
 OR0736  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 OR0736
 OR0736  VERT ORDER      -  SECOND    CLASS 0
 OR0736
 OR0736.The horizontal coordinates were scaled from a map and have
 OR0736.an estimated accuracy of +/- 6 seconds.
 OR0736
 OR0736.The orthometric height was determined by differential leveling and
 OR0736.adjusted by the NATIONAL GEODETIC SURVEY
 OR0736.in June 1991.
 OR0736
 OR0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0736.GEOID18 height accuracy estimate available here.
 OR0736
 OR0736.Click photographs - Photos may exist for this station.
 OR0736
 OR0736.The dynamic height is computed by dividing the NAVD 88
 OR0736.geopotential number by the normal gravity value computed on the
 OR0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0736.degrees latitude (g = 980.6199 gals.).
 OR0736
 OR0736.The modeled gravity was interpolated from observed gravity values.
 OR0736
 OR0736;                    North         East    Units  Estimated Accuracy
 OR0736;SPC SD S     -    91,380.      650,490.      MT  (+/- 180 meters Scaled)
 OR0736
 OR0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN420781(NAD 83)
 OR0736
 OR0736                          SUPERSEDED SURVEY CONTROL
 OR0736
 OR0736  NGVD 29 (??/??/92)  703.426  (m)         2307.82   (f) ADJ UNCH    2 0
 OR0736
 OR0736.Superseded values are not recommended for survey control.
 OR0736
 OR0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0736.See file dsdata.pdf to determine how the superseded data were derived.
 OR0736
 OR0736_MARKER: DB = BENCH MARK DISK
 OR0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0736_STAMPING: T 141 1934
 OR0736_MARK LOGO: CGS
 OR0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0736+STABILITY: SURFACE MOTION
 OR0736
 OR0736  HISTORY     - Date     Condition        Report By
 OR0736  HISTORY     - 1934     MONUMENTED       CGS
 OR0736  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0736  HISTORY     - 19880708 SEE DESCRIPTION  NGS
 OR0736
 OR0736                          STATION DESCRIPTION
 OR0736
 OR0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0736'7.5 MI S FROM COLOME.
 OR0736'LOCATED 7.5 MILES SOUTH OF THE RWY. STATION AT COLOME, 91 FT.
 OR0736'SOUTH OF CENTERLINE OF A SECTION LINE ROAD, 38 FT. EAST OF
 OR0736'CENTERLINE OF U.S. HY. 83, 45.6 FT. SOUTH OF THE CORNER OF A WIRE
 OR0736'FENCE, AT THE WEST EDGE OF A BUNCH OF TREES IN CORNER OF SECTION.
 OR0736'STANDARD TABLET SET IN TOP OF A CONCRETE POST 5 IN HIGH.
 OR0736'STAMPED T 141 1934.  NOTE-- MAY BE DESTROYED BY ROAD CONSTRUCTION.
 OR0736
 OR0736                          STATION RECOVERY (1963)
 OR0736
 OR0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0736'MARK NOT FOUND.
 OR0736
 OR0736                          STATION RECOVERY (1988)
 OR0736
 OR0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0736'NO MARK WAS FOUND AT THE SITE GIVEN. THE MARK HAS BEEN DESTROYED BY
 OR0736'HIGHWAY CONSTRUCTION.
 OR0736'NOT RECOVERED IN 1963 BY USGS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0101 ***********************************************************************
 OR0101  DESIGNATION -  T 142
 OR0101  PID         -  OR0101
 OR0101  STATE/COUNTY-  SD/CHARLES MIX
 OR0101  COUNTRY     -  US
 OR0101  USGS QUAD   -  WAGNER SW (2017)
 OR0101
 OR0101                         *CURRENT SURVEY CONTROL
 OR0101  ______________________________________________________________________
 OR0101* NAD 83(1986) POSITION- 43 07 03.     (N) 098 23 13.     (W)   SCALED
 OR0101* NAVD 88 ORTHO HEIGHT -   449.189 (meters)     1473.71  (feet) ADJUSTED
 OR0101  ______________________________________________________________________
 OR0101  GEOID HEIGHT    -        -26.429 (meters)                     GEOID18
 OR0101  DYNAMIC HEIGHT  -        449.040 (meters)     1473.23  (feet) COMP
 OR0101  MODELED GRAVITY -    980,274.3   (mgal)                       NAVD 88
 OR0101
 OR0101  VERT ORDER      -  SECOND    CLASS 0
 OR0101
 OR0101.The horizontal coordinates were scaled from a map and have
 OR0101.an estimated accuracy of +/- 6 seconds.
 OR0101
 OR0101.The orthometric height was determined by differential leveling and
 OR0101.adjusted by the NATIONAL GEODETIC SURVEY
 OR0101.in June 1991.
 OR0101
 OR0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0101.GEOID18 height accuracy estimate available here.
 OR0101
 OR0101.Click photographs - Photos may exist for this station.
 OR0101
 OR0101.The dynamic height is computed by dividing the NAVD 88
 OR0101.geopotential number by the normal gravity value computed on the
 OR0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0101.degrees latitude (g = 980.6199 gals.).
 OR0101
 OR0101.The modeled gravity was interpolated from observed gravity values.
 OR0101
 OR0101;                    North         East    Units  Estimated Accuracy
 OR0101;SPC SD S     -    88,970.      758,380.      MT  (+/- 180 meters Scaled)
 OR0101
 OR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN498740(NAD 83)
 OR0101
 OR0101                          SUPERSEDED SURVEY CONTROL
 OR0101
 OR0101  NGVD 29 (??/??/92)  448.893  (m)         1472.74   (f) ADJ UNCH    2 0
 OR0101
 OR0101.Superseded values are not recommended for survey control.
 OR0101
 OR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0101.See file dsdata.pdf to determine how the superseded data were derived.
 OR0101
 OR0101_MARKER: DB = BENCH MARK DISK
 OR0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0101_STAMPING: T 142 1934
 OR0101_MARK LOGO: CGS
 OR0101_PROJECTION: FLUSH
 OR0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0101+STABILITY: SURFACE MOTION
 OR0101
 OR0101  HISTORY     - Date     Condition        Report By
 OR0101  HISTORY     - 1934     MONUMENTED       CGS
 OR0101  HISTORY     - 1940     GOOD             CGS
 OR0101
 OR0101                          STATION DESCRIPTION
 OR0101
 OR0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0101'2.4 MI SE FROM RAVINIA.
 OR0101'2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0101'PACIFIC RAILROAD FROM THE STATION AT RAVINIA, CHARLES MIX COUNTY,
 OR0101'AT A SECTION-LINE ROAD CROSSING, 52 FEET WEST OF THE CENTER LINE
 OR0101'OF THE ROAD, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 38.5 FEET
 OR0101'NORTHWEST OF THE WEST END OF AN 18-INCH CORRUGATED-IRON CULVERT,
 OR0101'11.6 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF THE FENCE,
 OR0101'AND 0.4 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 OR0101'DISK, STAMPED T 142 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0101'FLUSH WITH THE GROUND.
 OR0101
 OR0101                          STATION RECOVERY (1940)
 OR0101
 OR0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0071 ***********************************************************************
 OR0071  DESIGNATION -  T 143
 OR0071  PID         -  OR0071
 OR0071  STATE/COUNTY-  SD/CHARLES MIX
 OR0071  COUNTRY     -  US
 OR0071  USGS QUAD   -  WAGNER NE (2017)
 OR0071
 OR0071                         *CURRENT SURVEY CONTROL
 OR0071  ______________________________________________________________________
 OR0071* NAD 83(1986) POSITION- 43 14 30.     (N) 098 20 49.     (W)   SCALED
 OR0071* NAVD 88 ORTHO HEIGHT -   443.632 (meters)     1455.48  (feet) ADJUSTED
 OR0071  ______________________________________________________________________
 OR0071  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 OR0071  DYNAMIC HEIGHT  -        443.487 (meters)     1455.01  (feet) COMP
 OR0071  MODELED GRAVITY -    980,281.0   (mgal)                       NAVD 88
 OR0071
 OR0071  VERT ORDER      -  SECOND    CLASS 0
 OR0071
 OR0071.The horizontal coordinates were scaled from a map and have
 OR0071.an estimated accuracy of +/- 6 seconds.
 OR0071
 OR0071.The orthometric height was determined by differential leveling and
 OR0071.adjusted by the NATIONAL GEODETIC SURVEY
 OR0071.in June 1991.
 OR0071
 OR0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0071.GEOID18 height accuracy estimate available here.
 OR0071
 OR0071.Click photographs - Photos may exist for this station.
 OR0071
 OR0071.The dynamic height is computed by dividing the NAVD 88
 OR0071.geopotential number by the normal gravity value computed on the
 OR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0071.degrees latitude (g = 980.6199 gals.).
 OR0071
 OR0071.The modeled gravity was interpolated from observed gravity values.
 OR0071
 OR0071;                    North         East    Units  Estimated Accuracy
 OR0071;SPC SD S     -   102,840.      761,310.      MT  (+/- 180 meters Scaled)
 OR0071
 OR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN530878(NAD 83)
 OR0071
 OR0071                          SUPERSEDED SURVEY CONTROL
 OR0071
 OR0071  NGVD 29 (??/??/92)  443.325  (m)         1454.48   (f) ADJ UNCH    2 0
 OR0071
 OR0071.Superseded values are not recommended for survey control.
 OR0071
 OR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0071.See file dsdata.pdf to determine how the superseded data were derived.
 OR0071
 OR0071_MARKER: DB = BENCH MARK DISK
 OR0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0071_STAMPING: T 143 1934
 OR0071_MARK LOGO: CGS
 OR0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0071+STABILITY: SURFACE MOTION
 OR0071
 OR0071  HISTORY     - Date     Condition        Report By
 OR0071  HISTORY     - 1934     MONUMENTED       CGS
 OR0071  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0071
 OR0071                          STATION DESCRIPTION
 OR0071
 OR0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0071'3.4 MI S FROM ARMOUR.
 OR0071'IN CHARLES MIX COUNTY, ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY
 OR0071'41 FROM THE COUNTY COURTHOUSE AT ARMOUR, DOUGLAS COUNTY, THENCE
 OR0071'ABOUT 2.0 MILES SOUTH ALONG U.S. HIGHWAY 18, ABOUT 36 YARDS
 OR0071'SOUTH OF A 36-INCH CORRUGATED-IRON CULVERT, 35 FEET SOUTH OF
 OR0071'THE CENTER LINE OF A SECTION ROAD, 36 FEET EAST OF THE CENTER
 OR0071'LINE OF THE HIGHWAY, 3.8 FEET SOUTH OF AN EAST-AND-WEST FENCE
 OR0071'LINE, AND 3 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE.  A
 OR0071'STANDARD DISK, STAMPED T 143 1934 AND SET IN THE TOP OF A
 OR0071'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OR0071
 OR0071                          STATION RECOVERY (1963)
 OR0071
 OR0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0085 ***********************************************************************
 OR0085  DESIGNATION -  T 144
 OR0085  PID         -  OR0085
 OR0085  STATE/COUNTY-  SD/DOUGLAS
 OR0085  COUNTRY     -  US
 OR0085  USGS QUAD   -  ARMOUR (2017)
 OR0085
 OR0085                         *CURRENT SURVEY CONTROL
 OR0085  ______________________________________________________________________
 OR0085* NAD 83(1986) POSITION- 43 17 57.     (N) 098 17 09.     (W)   SCALED
 OR0085* NAVD 88 ORTHO HEIGHT -   444.313 (meters)     1457.72  (feet) ADJUSTED
 OR0085  ______________________________________________________________________
 OR0085  GEOID HEIGHT    -        -26.643 (meters)                     GEOID18
 OR0085  DYNAMIC HEIGHT  -        444.171 (meters)     1457.25  (feet) COMP
 OR0085  MODELED GRAVITY -    980,287.6   (mgal)                       NAVD 88
 OR0085
 OR0085  VERT ORDER      -  SECOND    CLASS 0
 OR0085
 OR0085.The horizontal coordinates were scaled from a map and have
 OR0085.an estimated accuracy of +/- 6 seconds.
 OR0085
 OR0085.The orthometric height was determined by differential leveling and
 OR0085.adjusted by the NATIONAL GEODETIC SURVEY
 OR0085.in June 1991.
 OR0085
 OR0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0085.GEOID18 height accuracy estimate available here.
 OR0085
 OR0085.Click photographs - Photos may exist for this station.
 OR0085
 OR0085.The dynamic height is computed by dividing the NAVD 88
 OR0085.geopotential number by the normal gravity value computed on the
 OR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0085.degrees latitude (g = 980.6199 gals.).
 OR0085
 OR0085.The modeled gravity was interpolated from observed gravity values.
 OR0085
 OR0085;                    North         East    Units  Estimated Accuracy
 OR0085;SPC SD S     -   109,340.      766,110.      MT  (+/- 180 meters Scaled)
 OR0085
 OR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN579942(NAD 83)
 OR0085
 OR0085                          SUPERSEDED SURVEY CONTROL
 OR0085
 OR0085  NGVD 29 (??/??/92)  444.008  (m)         1456.72   (f) ADJ UNCH    2 0
 OR0085
 OR0085.Superseded values are not recommended for survey control.
 OR0085
 OR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0085.See file dsdata.pdf to determine how the superseded data were derived.
 OR0085
 OR0085_MARKER: DB = BENCH MARK DISK
 OR0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0085_STAMPING: T 144 1934
 OR0085_MARK LOGO: CGS
 OR0085_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0085+STABILITY: SURFACE MOTION
 OR0085
 OR0085  HISTORY     - Date     Condition        Report By
 OR0085  HISTORY     - 1934     MONUMENTED       CGS
 OR0085
 OR0085                          STATION DESCRIPTION
 OR0085
 OR0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0085'3 MI E FROM ARMOUR.
 OR0085'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0085'RAILROAD FROM THE STATION AT ARMOUR, DOUGLAS COUNTY, AT A
 OR0085'SECTION-LINE ROAD CROSSING, 77 FEET SOUTHEAST OF THE CENTER OF
 OR0085'THE CROSSING, 46.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET
 OR0085'EAST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF A
 OR0085'RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET NORTHEAST OF THE FENCE.
 OR0085'A STANDARD DISK, STAMPED T 144 1934 AND SET IN THE TOP OF A
 OR0085'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0475 ***********************************************************************
 OQ0475  DESIGNATION -  T 145
 OQ0475  PID         -  OQ0475
 OQ0475  STATE/COUNTY-  SD/BON HOMME
 OQ0475  COUNTRY     -  US
 OQ0475  USGS QUAD   -  SCOTLAND (2017)
 OQ0475
 OQ0475                         *CURRENT SURVEY CONTROL
 OQ0475  ______________________________________________________________________
 OQ0475* NAD 83(1986) POSITION- 43 07 35.     (N) 097 43 13.     (W)   SCALED
 OQ0475* NAVD 88 ORTHO HEIGHT -   415.910 (meters)     1364.53  (feet) ADJUSTED
 OQ0475  ______________________________________________________________________
 OQ0475  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 OQ0475  DYNAMIC HEIGHT  -        415.788 (meters)     1364.13  (feet) COMP
 OQ0475  MODELED GRAVITY -    980,313.6   (mgal)                       NAVD 88
 OQ0475
 OQ0475  VERT ORDER      -  SECOND    CLASS 0
 OQ0475
 OQ0475.The horizontal coordinates were scaled from a map and have
 OQ0475.an estimated accuracy of +/- 6 seconds.
 OQ0475
 OQ0475.The orthometric height was determined by differential leveling and
 OQ0475.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0475.in June 1991.
 OQ0475
 OQ0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0475.GEOID18 height accuracy estimate available here.
 OQ0475
 OQ0475.Click photographs - Photos may exist for this station.
 OQ0475
 OQ0475.The dynamic height is computed by dividing the NAVD 88
 OQ0475.geopotential number by the normal gravity value computed on the
 OQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0475.degrees latitude (g = 980.6199 gals.).
 OQ0475
 OQ0475.The modeled gravity was interpolated from observed gravity values.
 OQ0475
 OQ0475;                    North         East    Units  Estimated Accuracy
 OQ0475;SPC SD S     -    91,450.      812,590.      MT  (+/- 180 meters Scaled)
 OQ0475
 OQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN040756(NAD 83)
 OQ0475
 OQ0475                          SUPERSEDED SURVEY CONTROL
 OQ0475
 OQ0475  NGVD 29 (??/??/92)  415.664  (m)         1363.72   (f) ADJ UNCH    2 0
 OQ0475
 OQ0475.Superseded values are not recommended for survey control.
 OQ0475
 OQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0475.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0475
 OQ0475_MARKER: DB = BENCH MARK DISK
 OQ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0475_STAMPING: T 145 1934
 OQ0475_MARK LOGO: CGS
 OQ0475_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0475+STABILITY: SURFACE MOTION
 OQ0475
 OQ0475  HISTORY     - Date     Condition        Report By
 OQ0475  HISTORY     - 1934     MONUMENTED       CGS
 OQ0475  HISTORY     - 1946     GOOD             CGS
 OQ0475
 OQ0475                          STATION DESCRIPTION
 OQ0475
 OQ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0475'2.2 MI SE FROM SCOTLAND.
 OQ0475'2.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0475'AND PACIFIC RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME
 OQ0475'COUNTY, 0.1 MILE WEST OF MILEPOST 177, 240.5 FEET WEST OF THE
 OQ0475'CENTER OF A GRADED-ROAD CROSSING, 43.5 FEET SOUTHWEST OF THE
 OQ0475'SOUTHWEST RAIL, AND 3.9 FEET NORTHEAST OF THE RIGHT-OF-WAY
 OQ0475'FENCE.  A STANDARD DISK, STAMPED T 145 1934 AND SET IN THE TOP
 OQ0475'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OQ0475
 OQ0475                          STATION RECOVERY (1946)
 OQ0475
 OQ0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OQ0475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0459 ***********************************************************************
 OQ0459  DESIGNATION -  T 146
 OQ0459  PID         -  OQ0459
 OQ0459  STATE/COUNTY-  SD/HUTCHINSON
 OQ0459  COUNTRY     -  US
 OQ0459  USGS QUAD   -  PARKSTON (2017)
 OQ0459
 OQ0459                         *CURRENT SURVEY CONTROL
 OQ0459  ______________________________________________________________________
 OQ0459* NAD 83(1986) POSITION- 43 26 31.     (N) 097 59 04.     (W)   SCALED
 OQ0459* NAVD 88 ORTHO HEIGHT -   421.134 (meters)     1381.67  (feet) ADJUSTED
 OQ0459  ______________________________________________________________________
 OQ0459  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 OQ0459  DYNAMIC HEIGHT  -        421.010 (meters)     1381.26  (feet) COMP
 OQ0459  MODELED GRAVITY -    980,313.7   (mgal)                       NAVD 88
 OQ0459
 OQ0459  VERT ORDER      -  SECOND    CLASS 0
 OQ0459
 OQ0459.The horizontal coordinates were scaled from a map and have
 OQ0459.an estimated accuracy of +/- 6 seconds.
 OQ0459
 OQ0459.The orthometric height was determined by differential leveling and
 OQ0459.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0459.in June 1991.
 OQ0459
 OQ0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0459.GEOID18 height accuracy estimate available here.
 OQ0459
 OQ0459.Click photographs - Photos may exist for this station.
 OQ0459
 OQ0459.The dynamic height is computed by dividing the NAVD 88
 OQ0459.geopotential number by the normal gravity value computed on the
 OQ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0459.degrees latitude (g = 980.6199 gals.).
 OQ0459
 OQ0459.The modeled gravity was interpolated from observed gravity values.
 OQ0459
 OQ0459;                    North         East    Units  Estimated Accuracy
 OQ0459;SPC SD S     -   125,850.      790,110.      MT  (+/- 180 meters Scaled)
 OQ0459
 OQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP821103(NAD 83)
 OQ0459
 OQ0459                          SUPERSEDED SURVEY CONTROL
 OQ0459
 OQ0459  NGVD 29 (??/??/92)  420.832  (m)         1380.68   (f) ADJ UNCH    2 0
 OQ0459
 OQ0459.Superseded values are not recommended for survey control.
 OQ0459
 OQ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0459.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0459
 OQ0459_MARKER: DB = BENCH MARK DISK
 OQ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0459_STAMPING: T 146 1934
 OQ0459_MARK LOGO: CGS
 OQ0459_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0459+STABILITY: SURFACE MOTION
 OQ0459
 OQ0459  HISTORY     - Date     Condition        Report By
 OQ0459  HISTORY     - 1934     MONUMENTED       CGS
 OQ0459
 OQ0459                          STATION DESCRIPTION
 OQ0459
 OQ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0459'3.2 MI N FROM PARKSTON.
 OQ0459'3.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0459'PACIFIC RAILROAD FROM THE STATION AT PARKSTON, HUTCHINSON
 OQ0459'COUNTY, AT A SECTION-ROAD CROSSING, 58 FEET NORTH OF THE CENTER
 OQ0459'LINE OF THE ROAD, 46 FEET WEST OF THE WEST RAIL, 28 FEET NORTH
 OQ0459'OF THE RIGHT-OF-WAY FENCE CORNER, AND 3 FEET EAST OF THE
 OQ0459'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED T 146 1934 AND
 OQ0459'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OQ0459'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0406 ***********************************************************************
 OQ0406  DESIGNATION -  T 147
 OQ0406  PID         -  OQ0406
 OQ0406  STATE/COUNTY-  SD/TURNER
 OQ0406  COUNTRY     -  US
 OQ0406  USGS QUAD   -  PARKER (2017)
 OQ0406
 OQ0406                         *CURRENT SURVEY CONTROL
 OQ0406  ______________________________________________________________________
 OQ0406* NAD 83(1986) POSITION- 43 25 49.     (N) 097 11 21.     (W)   SCALED
 OQ0406* NAVD 88 ORTHO HEIGHT -   449.654 (meters)     1475.24  (feet) ADJUSTED
 OQ0406  ______________________________________________________________________
 OQ0406  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 OQ0406  DYNAMIC HEIGHT  -        449.534 (meters)     1474.85  (feet) COMP
 OQ0406  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 OQ0406
 OQ0406  VERT ORDER      -  SECOND    CLASS 0
 OQ0406
 OQ0406.The horizontal coordinates were scaled from a map and have
 OQ0406.an estimated accuracy of +/- 6 seconds.
 OQ0406
 OQ0406.The orthometric height was determined by differential leveling and
 OQ0406.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0406.in June 1991.
 OQ0406
 OQ0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0406.GEOID18 height accuracy estimate available here.
 OQ0406
 OQ0406.Click photographs - Photos may exist for this station.
 OQ0406
 OQ0406.The dynamic height is computed by dividing the NAVD 88
 OQ0406.geopotential number by the normal gravity value computed on the
 OQ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0406.degrees latitude (g = 980.6199 gals.).
 OQ0406
 OQ0406.The modeled gravity was interpolated from observed gravity values.
 OQ0406
 OQ0406;                    North         East    Units  Estimated Accuracy
 OQ0406;SPC SD S     -   126,680.      854,500.      MT  (+/- 180 meters Scaled)
 OQ0406
 OQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP465101(NAD 83)
 OQ0406
 OQ0406                          SUPERSEDED SURVEY CONTROL
 OQ0406
 OQ0406  NGVD 29 (??/??/92)  449.388  (m)         1474.37   (f) ADJ UNCH    2 0
 OQ0406
 OQ0406.Superseded values are not recommended for survey control.
 OQ0406
 OQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0406.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0406
 OQ0406_MARKER: DB = BENCH MARK DISK
 OQ0406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0406_STAMPING: T 147 1934
 OQ0406_MARK LOGO: CGS
 OQ0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0406
 OQ0406  HISTORY     - Date     Condition        Report By
 OQ0406  HISTORY     - 1934     MONUMENTED       CGS
 OQ0406  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0406
 OQ0406                          STATION DESCRIPTION
 OQ0406
 OQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0406'3.7 MI NW FROM PARKER.
 OQ0406'LOCATED 3.7 MILES NORTHWEST OF THE CHICAGO AND NORTH WESTERN DEPOT
 OQ0406'AT PARKER, ALONG CHI. AND N.W.R.R., 85 YARDS NORTHWEST OF
 OQ0406'INTERSECTION OF RAILROAD AND SECTION LINE ROAD EAST AND WEST, 75
 OQ0406'YARDS NORTH WEST OF MILE POST 53, 45.9 FEET SOUTHWEST OF SOUTHWEST
 OQ0406'RAIL OF TRACK, 1.8 FEET NORTHEAST OF R/W FENCE.  STANDARD TABLET SET
 OQ0406'IN TOP OF CONCRETE POST 3 INCHES HIGH.  STAMPED T-147-1934
 OQ0406
 OQ0406                          STATION RECOVERY (1966)
 OQ0406
 OQ0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0205 ***********************************************************************
 OQ0205  DESIGNATION -  T 148
 OQ0205  PID         -  OQ0205
 OQ0205  STATE/COUNTY-  SD/UNION
 OQ0205  COUNTRY     -  US
 OQ0205  USGS QUAD   -  ALCESTER (2017)
 OQ0205
 OQ0205                         *CURRENT SURVEY CONTROL
 OQ0205  ______________________________________________________________________
 OQ0205* NAD 83(1986) POSITION- 43 01 26.     (N) 096 41 15.     (W)   SCALED
 OQ0205* NAVD 88 ORTHO HEIGHT -   403.097 (meters)     1322.49  (feet) ADJUSTED
 OQ0205  ______________________________________________________________________
 OQ0205  GEOID HEIGHT    -        -25.822 (meters)                     GEOID18
 OQ0205  DYNAMIC HEIGHT  -        402.985 (meters)     1322.13  (feet) COMP
 OQ0205  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 OQ0205
 OQ0205  VERT ORDER      -  SECOND    CLASS 0
 OQ0205
 OQ0205.The horizontal coordinates were scaled from a map and have
 OQ0205.an estimated accuracy of +/- 6 seconds.
 OQ0205
 OQ0205.The orthometric height was determined by differential leveling and
 OQ0205.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0205.in June 1991.
 OQ0205
 OQ0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0205.GEOID18 height accuracy estimate available here.
 OQ0205
 OQ0205.Click photographs - Photos may exist for this station.
 OQ0205
 OQ0205.The dynamic height is computed by dividing the NAVD 88
 OQ0205.geopotential number by the normal gravity value computed on the
 OQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0205.degrees latitude (g = 980.6199 gals.).
 OQ0205
 OQ0205.The modeled gravity was interpolated from observed gravity values.
 OQ0205
 OQ0205;                    North         East    Units  Estimated Accuracy
 OQ0205;SPC SD S     -    83,240.      897,060.      MT  (+/- 180 meters Scaled)
 OQ0205
 OQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN884660(NAD 83)
 OQ0205
 OQ0205                          SUPERSEDED SURVEY CONTROL
 OQ0205
 OQ0205  NGVD 29 (??/??/92)  402.874  (m)         1321.76   (f) ADJ UNCH    2 0
 OQ0205
 OQ0205.Superseded values are not recommended for survey control.
 OQ0205
 OQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0205.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0205
 OQ0205_MARKER: DB = BENCH MARK DISK
 OQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0205_STAMPING: T 148 1934
 OQ0205_MARK LOGO: CGS
 OQ0205_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0205+STABILITY: SURFACE MOTION
 OQ0205
 OQ0205  HISTORY     - Date     Condition        Report By
 OQ0205  HISTORY     - 1934     MONUMENTED       CGS
 OQ0205
 OQ0205                          STATION DESCRIPTION
 OQ0205
 OQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0205'2.9 MI W FROM ALCESTER.
 OQ0205'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OQ0205'THE STATION AT ALCESTER, UNION COUNTY, 0.4 MILE WEST OF MILEPOST
 OQ0205'11, 126 FEET NORTHWEST OF THE CROSSING OF A SECTION LINE, AT THE
 OQ0205'EAST END OF A CUT AND THE WEST END OF A FILL, IN LINE WITH A ROW
 OQ0205'OF POLES, 28.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 18.1
 OQ0205'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0205'T 148 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OQ0205'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0440 ***********************************************************************
 OQ0440  DESIGNATION -  T 149
 OQ0440  PID         -  OQ0440
 OQ0440  STATE/COUNTY-  SD/HUTCHINSON
 OQ0440  COUNTRY     -  US
 OQ0440  USGS QUAD   -  SCOTLAND (2017)
 OQ0440
 OQ0440                         *CURRENT SURVEY CONTROL
 OQ0440  ______________________________________________________________________
 OQ0440* NAD 83(1986) POSITION- 43 12 15.     (N) 097 38 52.     (W)   SCALED
 OQ0440* NAVD 88 ORTHO HEIGHT -   363.163 (meters)     1191.48  (feet) ADJUSTED
 OQ0440  ______________________________________________________________________
 OQ0440  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 OQ0440  DYNAMIC HEIGHT  -        363.062 (meters)     1191.15  (feet) COMP
 OQ0440  MODELED GRAVITY -    980,332.0   (mgal)                       NAVD 88
 OQ0440
 OQ0440  VERT ORDER      -  SECOND    CLASS 0
 OQ0440
 OQ0440.The horizontal coordinates were scaled from a map and have
 OQ0440.an estimated accuracy of +/- 6 seconds.
 OQ0440
 OQ0440.The orthometric height was determined by differential leveling and
 OQ0440.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0440.in June 1991.
 OQ0440
 OQ0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0440.GEOID18 height accuracy estimate available here.
 OQ0440
 OQ0440.Click photographs - Photos may exist for this station.
 OQ0440
 OQ0440.The dynamic height is computed by dividing the NAVD 88
 OQ0440.geopotential number by the normal gravity value computed on the
 OQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0440.degrees latitude (g = 980.6199 gals.).
 OQ0440
 OQ0440.The modeled gravity was interpolated from observed gravity values.
 OQ0440
 OQ0440;                    North         East    Units  Estimated Accuracy
 OQ0440;SPC SD S     -   100,270.      818,200.      MT  (+/- 180 meters Scaled)
 OQ0440
 OQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN098843(NAD 83)
 OQ0440
 OQ0440                          SUPERSEDED SURVEY CONTROL
 OQ0440
 OQ0440  NGVD 29 (??/??/92)  362.935  (m)         1190.73   (f) ADJ UNCH    2 0
 OQ0440
 OQ0440.Superseded values are not recommended for survey control.
 OQ0440
 OQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0440.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0440
 OQ0440_MARKER: DB = BENCH MARK DISK
 OQ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0440_STAMPING: T 149 1934
 OQ0440_MARK LOGO: CGS
 OQ0440_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0440+STABILITY: SURFACE MOTION
 OQ0440
 OQ0440  HISTORY     - Date     Condition        Report By
 OQ0440  HISTORY     - 1934     MONUMENTED       CGS
 OQ0440
 OQ0440                          STATION DESCRIPTION
 OQ0440
 OQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0440'4.2 MI SW FROM MENNO.
 OQ0440'4.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0440'PACIFIC RAILROAD FROM THE STATION AT MENNO, HUTCHINSON COUNTY,
 OQ0440'ABOUT 0.2 MILE NORTHEAST OF A WOODEN BRIDGE OVER JAMES RIVER,
 OQ0440'81.2 FEET NORTHWEST OF THE NORTHEAST END OF A SWITCH, 66 FEET
 OQ0440'WEST OF THE SOUTHWEST END OF WOODEN TRESTLE R 1678, 79.7 FEET
 OQ0440'NORTHWEST OF THE NORTHWEST RAIL, AND 1.5 FEET SOUTHEAST OF THE
 OQ0440'RIGHT-OF-WAY FENCE.  A STANDARD DSIK, STAMPED T 149 1934 AND SET
 OQ0440'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 OQ0440'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0272 ***********************************************************************
 QR0272  DESIGNATION -  T 15
 QR0272  PID         -  QR0272
 QR0272  STATE/COUNTY-  SD/POTTER
 QR0272  COUNTRY     -  US
 QR0272  USGS QUAD   -  LEBANON (2017)
 QR0272
 QR0272                         *CURRENT SURVEY CONTROL
 QR0272  ______________________________________________________________________
 QR0272* NAD 83(1986) POSITION- 45 04 07.5    (N) 099 46 11.8    (W)   HD_HELD2
 QR0272* NAVD 88 ORTHO HEIGHT -   595.574 (meters)     1953.98  (feet) ADJUSTED
 QR0272  ______________________________________________________________________
 QR0272  GEOID HEIGHT    -        -22.536 (meters)                     GEOID18
 QR0272  DYNAMIC HEIGHT  -        595.490 (meters)     1953.70  (feet) COMP
 QR0272  MODELED GRAVITY -    980,456.9   (mgal)                       NAVD 88
 QR0272
 QR0272  VERT ORDER      -  FIRST     CLASS II
 QR0272
 QR0272.The horizontal coordinates were established by autonomous hand held GPS
 QR0272.observations and have an estimated accuracy of +/- 10 meters.
 QR0272
 QR0272.The orthometric height was determined by differential leveling and
 QR0272.adjusted by the NATIONAL GEODETIC SURVEY
 QR0272.in June 1991.
 QR0272
 QR0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0272.GEOID18 height accuracy estimate available here.
 QR0272
 QR0272.Click photographs - Photos may exist for this station.
 QR0272
 QR0272.The dynamic height is computed by dividing the NAVD 88
 QR0272.geopotential number by the normal gravity value computed on the
 QR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0272.degrees latitude (g = 980.6199 gals.).
 QR0272
 QR0272.The modeled gravity was interpolated from observed gravity values.
 QR0272
 QR0272;                    North         East    Units  Estimated Accuracy
 QR0272;SPC SD N     -   137,308.      618,116.      MT  (+/- 10 meters HH2 GPS)
 QR0272
 QR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ3938990876(NAD 83)
 QR0272
 QR0272                          SUPERSEDED SURVEY CONTROL
 QR0272
 QR0272  NGVD 29 (??/??/92)  595.203  (m)         1952.76   (f) ADJ UNCH    1 2
 QR0272
 QR0272.Superseded values are not recommended for survey control.
 QR0272
 QR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0272.See file dsdata.pdf to determine how the superseded data were derived.
 QR0272
 QR0272_MARKER: DB = BENCH MARK DISK
 QR0272_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QR0272_SP_SET: STEP
 QR0272_STAMPING: 1952.762 T 15 1926
 QR0272_MARK LOGO: CGS
 QR0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QR0272+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 QR0272
 QR0272  HISTORY     - Date     Condition        Report By
 QR0272  HISTORY     - 1926     MONUMENTED       CGS
 QR0272  HISTORY     - 1973     GOOD             NGS
 QR0272  HISTORY     - 20080904 GOOD             GEOCAC
 QR0272  HISTORY     - 20120613 MARK NOT FOUND   INDIV
 QR0272
 QR0272                          STATION DESCRIPTION
 QR0272
 QR0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 QR0272'AT LEBANON.
 QR0272'AT LEBANON, POTTER COUNTY, AT THE NORTHWEST CORNER OF THE
 QR0272'INTERSECTION OF PINE AND FIRST STREETS, AT THE CITIZENS STATE
 QR0272'BANK BUILDING, AT THE NORTHEAST SIDE OF THE ENTRANCE, IN A SMALL
 QR0272'ALCOVE, AND IN THE CONCRETE DOORSTEP.  A STANDARD DISK, STAMPED
 QR0272'1952.762 T 15 1926.
 QR0272
 QR0272                          STATION RECOVERY (1973)
 QR0272
 QR0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QR0272'RECOVERED IN GOOD CONDITION.
 QR0272
 QR0272                          STATION RECOVERY (2008)
 QR0272
 QR0272'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 QR0272'THE CITIZENS STATE BANK BUILDING HAS BEEN DEMOLISHED, BUT THE CONCRETE
 QR0272'DOORSTEP AND BENCH MARK DISK SURVIVE.  THE STATION IS ABOUT 44 FEET
 QR0272'NORTH OF THE CENTERLINE OF FIRST STREET, ABOUT 40 FEET WEST OF THE
 QR0272'CENTERLINE OF PINE STREET.
 QR0272
 QR0272                          STATION RECOVERY (2012)
 QR0272
 QR0272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QR0272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0748 ***********************************************************************
 NM0748  DESIGNATION -  T 151
 NM0748  PID         -  NM0748
 NM0748  STATE/COUNTY-  SD/CLAY
 NM0748  COUNTRY     -  US
 NM0748  USGS QUAD   -  VERMILLION (2017)
 NM0748
 NM0748                         *CURRENT SURVEY CONTROL
 NM0748  ______________________________________________________________________
 NM0748* NAD 83(1986) POSITION- 42 48 08.     (N) 096 59 20.     (W)   SCALED
 NM0748* NAVD 88 ORTHO HEIGHT -   350.533 (meters)     1150.04  (feet) ADJUSTED
 NM0748  ______________________________________________________________________
 NM0748  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 NM0748  DYNAMIC HEIGHT  -        350.429 (meters)     1149.70  (feet) COMP
 NM0748  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 NM0748
 NM0748  VERT ORDER      -  SECOND    CLASS 0
 NM0748
 NM0748.The horizontal coordinates were scaled from a map and have
 NM0748.an estimated accuracy of +/- 6 seconds.
 NM0748
 NM0748.The orthometric height was determined by differential leveling and
 NM0748.adjusted by the NATIONAL GEODETIC SURVEY
 NM0748.in June 1991.
 NM0748
 NM0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0748.GEOID18 height accuracy estimate available here.
 NM0748
 NM0748.Click photographs - Photos may exist for this station.
 NM0748
 NM0748.The dynamic height is computed by dividing the NAVD 88
 NM0748.geopotential number by the normal gravity value computed on the
 NM0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0748.degrees latitude (g = 980.6199 gals.).
 NM0748
 NM0748.The modeled gravity was interpolated from observed gravity values.
 NM0748
 NM0748;                    North         East    Units  Estimated Accuracy
 NM0748;SPC SD S     -    57,600.      873,510.      MT  (+/- 180 meters Scaled)
 NM0748
 NM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN644408(NAD 83)
 NM0748
 NM0748                          SUPERSEDED SURVEY CONTROL
 NM0748
 NM0748  NGVD 29 (??/??/92)  350.326  (m)         1149.36   (f) ADJ UNCH    2 0
 NM0748
 NM0748.Superseded values are not recommended for survey control.
 NM0748
 NM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0748.See file dsdata.pdf to determine how the superseded data were derived.
 NM0748
 NM0748_MARKER: DB = BENCH MARK DISK
 NM0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0748_STAMPING: T 151 1934
 NM0748_MARK LOGO: CGS
 NM0748_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0748+STABILITY: SURFACE MOTION
 NM0748
 NM0748  HISTORY     - Date     Condition        Report By
 NM0748  HISTORY     - 1934     MONUMENTED       CGS
 NM0748  HISTORY     - 1949     GOOD             CGS
 NM0748  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0748
 NM0748                          STATION DESCRIPTION
 NM0748
 NM0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0748'4.8 MI SE FROM MECKLING.
 NM0748'4.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0748'PACIFIC RAILROAD FROM THE STATION AT MECKLING, CLAY COUNTY, 3.4
 NM0748'MILES NORTHWEST OF THE STATION AT VERMILLION, 0.2 MILE SOUTHEAST
 NM0748'OF MILEPOST 129, AT A ROAD CROSSING, 29.8 FEET NORTHEAST OF THE
 NM0748'NORTHEAST RAIL, 25 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 NM0748'AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NM0748'DISK, STAMPED T 151 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0748'PROJECTING 4 INCHES ABOVE GROUND.
 NM0748
 NM0748                          STATION RECOVERY (1967)
 NM0748
 NM0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0748'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0236 ***********************************************************************
 QR0236  DESIGNATION -  T 16
 QR0236  PID         -  QR0236
 QR0236  STATE/COUNTY-  SD/FAULK
 QR0236  COUNTRY     -  US
 QR0236  USGS QUAD   -  NORBECK (2017)
 QR0236
 QR0236                         *CURRENT SURVEY CONTROL
 QR0236  ______________________________________________________________________
 QR0236* NAD 83(1986) POSITION- 45 10 57.     (N) 099 12 51.     (W)   SCALED
 QR0236* NAVD 88 ORTHO HEIGHT -   504.182 (meters)     1654.14  (feet) ADJUSTED
 QR0236  ______________________________________________________________________
 QR0236  GEOID HEIGHT    -        -23.392 (meters)                     GEOID18
 QR0236  DYNAMIC HEIGHT  -        504.124 (meters)     1653.95  (feet) COMP
 QR0236  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 QR0236
 QR0236  VERT ORDER      -  FIRST     CLASS II
 QR0236
 QR0236.The horizontal coordinates were scaled from a map and have
 QR0236.an estimated accuracy of +/- 6 seconds.
 QR0236
 QR0236.The orthometric height was determined by differential leveling and
 QR0236.adjusted by the NATIONAL GEODETIC SURVEY
 QR0236.in June 1991.
 QR0236
 QR0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0236.GEOID18 height accuracy estimate available here.
 QR0236
 QR0236.Click photographs - Photos may exist for this station.
 QR0236
 QR0236.The dynamic height is computed by dividing the NAVD 88
 QR0236.geopotential number by the normal gravity value computed on the
 QR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0236.degrees latitude (g = 980.6199 gals.).
 QR0236
 QR0236.The modeled gravity was interpolated from observed gravity values.
 QR0236
 QR0236;                    North         East    Units  Estimated Accuracy
 QR0236;SPC SD N     -   150,220.      661,760.      MT  (+/- 180 meters Scaled)
 QR0236
 QR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR831032(NAD 83)
 QR0236
 QR0236                          SUPERSEDED SURVEY CONTROL
 QR0236
 QR0236  NGVD 29 (??/??/92)  503.828  (m)         1652.98   (f) ADJ UNCH    1 2
 QR0236
 QR0236.Superseded values are not recommended for survey control.
 QR0236
 QR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0236.See file dsdata.pdf to determine how the superseded data were derived.
 QR0236
 QR0236_MARKER: DB = BENCH MARK DISK
 QR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0236_STAMPING: 1652.976 T 16 1926
 QR0236_MARK LOGO: CGS
 QR0236_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0236+STABILITY: SURFACE MOTION
 QR0236
 QR0236  HISTORY     - Date     Condition        Report By
 QR0236  HISTORY     - 1926     MONUMENTED       CGS
 QR0236  HISTORY     - 1934     GOOD             CGS
 QR0236
 QR0236                          STATION DESCRIPTION
 QR0236
 QR0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0236'AT NORBECK.
 QR0236'AT NORBECK, FAULK COUNTY, ABOUT 150 FEET SOUTHWEST OF THE MINNEAPOLIS
 QR0236'AND ST. LOUIS RAILWAY STATION, AT THE CROSSING OF THE CHICAGO
 QR0236'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND THE MINNEAPOLIS
 QR0236'AND ST. LOUIS RAILWAY, 74 FEET SOUTH OF THE CENTER LINE OF THE
 QR0236'M. AND ST. L. RY. TRACK, 50 FEET WEST OF THE CENTER LINE OF THE
 QR0236'C.M. ST. P. AND P. R.R. TRACK, 2 FEET EAST OF THE WEST RIGHT-OF-WAY
 QR0236'FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 QR0236'1652.976 T 16 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QR0236'ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0338 ***********************************************************************
 QR0338  DESIGNATION -  T 17
 QR0338  PID         -  QR0338
 QR0338  STATE/COUNTY-  SD/MCPHERSON
 QR0338  COUNTRY     -  US
 QR0338  USGS QUAD   -  HILLSVIEW (2017)
 QR0338
 QR0338                         *CURRENT SURVEY CONTROL
 QR0338  ______________________________________________________________________
 QR0338* NAD 83(1986) POSITION- 45 41 30.     (N) 099 34 44.     (W)   SCALED
 QR0338* NAVD 88 ORTHO HEIGHT -   570.245 (meters)     1870.88  (feet) ADJUSTED
 QR0338  ______________________________________________________________________
 QR0338  GEOID HEIGHT    -        -22.778 (meters)                     GEOID18
 QR0338  DYNAMIC HEIGHT  -        570.197 (meters)     1870.72  (feet) COMP
 QR0338  MODELED GRAVITY -    980,514.5   (mgal)                       NAVD 88
 QR0338
 QR0338  VERT ORDER      -  FIRST     CLASS II
 QR0338
 QR0338.The horizontal coordinates were scaled from a map and have
 QR0338.an estimated accuracy of +/- 6 seconds.
 QR0338
 QR0338.The orthometric height was determined by differential leveling and
 QR0338.adjusted by the NATIONAL GEODETIC SURVEY
 QR0338.in June 1991.
 QR0338
 QR0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0338.GEOID18 height accuracy estimate available here.
 QR0338
 QR0338.Click photographs - Photos may exist for this station.
 QR0338
 QR0338.The dynamic height is computed by dividing the NAVD 88
 QR0338.geopotential number by the normal gravity value computed on the
 QR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0338.degrees latitude (g = 980.6199 gals.).
 QR0338
 QR0338.The modeled gravity was interpolated from observed gravity values.
 QR0338
 QR0338;                    North         East    Units  Estimated Accuracy
 QR0338;SPC SD N     -   206,600.      632,800.      MT  (+/- 180 meters Scaled)
 QR0338
 QR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR549599(NAD 83)
 QR0338
 QR0338                          SUPERSEDED SURVEY CONTROL
 QR0338
 QR0338  NGVD 29 (??/??/92)  569.848  (m)         1869.58   (f) ADJ UNCH    1 2
 QR0338
 QR0338.Superseded values are not recommended for survey control.
 QR0338
 QR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0338.See file dsdata.pdf to determine how the superseded data were derived.
 QR0338
 QR0338_MARKER: DB = BENCH MARK DISK
 QR0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0338_STAMPING: 1869.576 T 17 1927
 QR0338_MARK LOGO: CGS
 QR0338_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0338+STABILITY: SURFACE MOTION
 QR0338
 QR0338  HISTORY     - Date     Condition        Report By
 QR0338  HISTORY     - 1927     MONUMENTED       CGS
 QR0338  HISTORY     - 1934     GOOD             CGS
 QR0338
 QR0338                          STATION DESCRIPTION
 QR0338
 QR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0338'2 MI N FROM HILLSVIEW.
 QR0338'2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0338'RAILROAD FROM HILLSVIEW, MC PHERSON COUNTY, 200 YARDS NORTHWEST
 QR0338'OF A SMALL CUT AT THE TOP OF A GRADE, 57 FEET NORTHWEST OF
 QR0338'A LARGE BOULDER ON THE OPPOSITE SIDE OF THE TRACK, 36.5 FEET
 QR0338'WEST OF THE CENTER LINE OF THE TRACK, AND 7.5 FEET WEST OF THE
 QR0338'STUMP OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED 1869.576
 QR0338'T 17 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 QR0338'INCHES ABOVE GROUND.
 QR0338
 QR0338                          STATION RECOVERY (1934)
 QR0338
 QR0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2076 ***********************************************************************
 PU2076  DESIGNATION -  T 176
 PU2076  PID         -  PU2076
 PU2076  STATE/COUNTY-  SD/LAWRENCE
 PU2076  COUNTRY     -  US
 PU2076  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2076
 PU2076                         *CURRENT SURVEY CONTROL
 PU2076  ______________________________________________________________________
 PU2076* NAD 83(1986) POSITION- 44 32 36.     (N) 103 53 23.     (W)   SCALED
 PU2076* NAVD 88 ORTHO HEIGHT -  1045.126 (meters)     3428.88  (feet) ADJUSTED
 PU2076  ______________________________________________________________________
 PU2076  GEOID HEIGHT    -        -14.791 (meters)                     GEOID18
 PU2076  DYNAMIC HEIGHT  -       1044.793 (meters)     3427.79  (feet) COMP
 PU2076  MODELED GRAVITY -    980,263.1   (mgal)                       NAVD 88
 PU2076
 PU2076  VERT ORDER      -  SECOND    CLASS 0
 PU2076
 PU2076.The horizontal coordinates were scaled from a map and have
 PU2076.an estimated accuracy of +/- 6 seconds.
 PU2076
 PU2076.The orthometric height was determined by differential leveling and
 PU2076.adjusted by the NATIONAL GEODETIC SURVEY
 PU2076.in June 1991.
 PU2076
 PU2076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2076.GEOID18 height accuracy estimate available here.
 PU2076
 PU2076.Click photographs - Photos may exist for this station.
 PU2076
 PU2076.The dynamic height is computed by dividing the NAVD 88
 PU2076.geopotential number by the normal gravity value computed on the
 PU2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2076.degrees latitude (g = 980.6199 gals.).
 PU2076
 PU2076.The modeled gravity was interpolated from observed gravity values.
 PU2076
 PU2076;                    North         East    Units  Estimated Accuracy
 PU2076;SPC SD N     -    86,320.      291,010.      MT  (+/- 180 meters Scaled)
 PU2076
 PU2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK881328(NAD 83)
 PU2076
 PU2076                          SUPERSEDED SURVEY CONTROL
 PU2076
 PU2076  NGVD 29 (??/??/92) 1044.601  (m)         3427.16   (f) ADJ UNCH    2 0
 PU2076
 PU2076.Superseded values are not recommended for survey control.
 PU2076
 PU2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2076.See file dsdata.pdf to determine how the superseded data were derived.
 PU2076
 PU2076_MARKER: DB = BENCH MARK DISK
 PU2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2076_STAMPING: T 176 1934
 PU2076_MARK LOGO: CGS
 PU2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2076+STABILITY: SURFACE MOTION
 PU2076
 PU2076  HISTORY     - Date     Condition        Report By
 PU2076  HISTORY     - 1934     MONUMENTED       CGS
 PU2076  HISTORY     - 1962     GOOD             CGS
 PU2076  HISTORY     - 1984     GOOD             NGS
 PU2076
 PU2076                          STATION DESCRIPTION
 PU2076
 PU2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2076'5.2 MI NW FROM SPEARFISH.
 PU2076'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU2076'AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD HIGHWAY 85, THENCE
 PU2076'1.0 MILE WEST ALONG U.S. HIGHWAY 14, THENCE 1.75 MILE NORTH
 PU2076'ALONG OLD HIGHWAY 85 AT A T ROAD JUNCTION SIDE ROAD LEADING
 PU2076'EAST.  ABOUT 57 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD
 PU2076'JUNCTION, 39 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 PU2076'42 FEET SOUTH OF THE CENTERLINE OF THE SIDE ROAD, 8.0 FEET SOUTH
 PU2076'SOUTHEAST OF A POWER POLE, 3 FEET SOUTHEAST OF A FENCE CORNER,
 PU2076'2.5 FEET EAST OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN
 PU2076'THE HIGHWAY A POST PROJECTING ABOUT 0.5 OF A FOOT.
 PU2076
 PU2076                          STATION RECOVERY (1984)
 PU2076
 PU2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2076'THE SOUTHEAST CORNER OF THE CONCRETE POST HAS BEEN HIT CHIPPED OFF. A
 PU2076'359 LAWRENCE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0352 ***********************************************************************
 OS0352  DESIGNATION -  T 18
 OS0352  PID         -  OS0352
 OS0352  STATE/COUNTY-  SD/BENNETT
 OS0352  COUNTRY     -  US
 OS0352  USGS QUAD   -  MARTIN (2017)
 OS0352
 OS0352                         *CURRENT SURVEY CONTROL
 OS0352  ______________________________________________________________________
 OS0352* NAD 83(1986) POSITION- 43 12 11.     (N) 101 40 58.     (W)   SCALED
 OS0352* NAVD 88 ORTHO HEIGHT -   981.161 (meters)     3219.03  (feet) ADJUSTED
 OS0352  ______________________________________________________________________
 OS0352  GEOID HEIGHT    -        -19.898 (meters)                     GEOID18
 OS0352  DYNAMIC HEIGHT  -        980.755 (meters)     3217.69  (feet) COMP
 OS0352  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 OS0352
 OS0352  VERT ORDER      -  SECOND    CLASS 0
 OS0352
 OS0352.The horizontal coordinates were scaled from a map and have
 OS0352.an estimated accuracy of +/- 6 seconds.
 OS0352
 OS0352.The orthometric height was determined by differential leveling and
 OS0352.adjusted by the NATIONAL GEODETIC SURVEY
 OS0352.in June 1991.
 OS0352
 OS0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0352.GEOID18 height accuracy estimate available here.
 OS0352
 OS0352.Click photographs - Photos may exist for this station.
 OS0352
 OS0352.The dynamic height is computed by dividing the NAVD 88
 OS0352.geopotential number by the normal gravity value computed on the
 OS0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0352.degrees latitude (g = 980.6199 gals.).
 OS0352
 OS0352.The modeled gravity was interpolated from observed gravity values.
 OS0352
 OS0352;                    North         East    Units  Estimated Accuracy
 OS0352;SPC SD S     -    97,510.      490,340.      MT  (+/- 180 meters Scaled)
 OS0352
 OS0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN820868(NAD 83)
 OS0352
 OS0352                          SUPERSEDED SURVEY CONTROL
 OS0352
 OS0352  NGVD 29 (??/??/92)  980.714  (m)         3217.56   (f) ADJ UNCH    2 0
 OS0352
 OS0352.Superseded values are not recommended for survey control.
 OS0352
 OS0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0352.See file dsdata.pdf to determine how the superseded data were derived.
 OS0352
 OS0352_MARKER: DB = BENCH MARK DISK
 OS0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0352_STAMPING: T 18 1934
 OS0352_MARK LOGO: CGS
 OS0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0352+STABILITY: SURFACE MOTION
 OS0352
 OS0352  HISTORY     - Date     Condition        Report By
 OS0352  HISTORY     - 1934     MONUMENTED       CGS
 OS0352  HISTORY     - 1960     GOOD             CGS
 OS0352
 OS0352                          STATION DESCRIPTION
 OS0352
 OS0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OS0352'4 MI NE FROM MARTIN.
 OS0352'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM MARTIN, BENNETT
 OS0352'COUNTY, NEAR THE EAST END OF A LONG S-CURVE, ON THE EAST SLOPE
 OS0352'OF A SMALL RISE, AND 40 FEET SOUTH OF THE CENTERLINE OF THE
 OS0352'HIGHWAY.  A STANDARD DISK, STAMPED T 18 1934 AND SET IN THE
 OS0352'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0243 ***********************************************************************
 QQ0243  DESIGNATION -  T 19
 QQ0243  PID         -  QQ0243
 QQ0243  STATE/COUNTY-  SD/DAY
 QQ0243  COUNTRY     -  US
 QQ0243  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0243
 QQ0243                         *CURRENT SURVEY CONTROL
 QQ0243  ______________________________________________________________________
 QQ0243* NAD 83(1986) POSITION- 45 20 22.     (N) 097 39 10.     (W)   SCALED
 QQ0243* NAVD 88 ORTHO HEIGHT -   550.876 (meters)     1807.33  (feet) ADJUSTED
 QQ0243  ______________________________________________________________________
 QQ0243  GEOID HEIGHT    -        -24.910 (meters)                     GEOID18
 QQ0243  DYNAMIC HEIGHT  -        550.813 (meters)     1807.13  (feet) COMP
 QQ0243  MODELED GRAVITY -    980,485.6   (mgal)                       NAVD 88
 QQ0243
 QQ0243  VERT ORDER      -  FIRST     CLASS II
 QQ0243
 QQ0243.The horizontal coordinates were scaled from a map and have
 QQ0243.an estimated accuracy of +/- 6 seconds.
 QQ0243
 QQ0243.The orthometric height was determined by differential leveling and
 QQ0243.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0243.in June 1991.
 QQ0243
 QQ0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0243.GEOID18 height accuracy estimate available here.
 QQ0243
 QQ0243.Click photographs - Photos may exist for this station.
 QQ0243
 QQ0243.The dynamic height is computed by dividing the NAVD 88
 QQ0243.geopotential number by the normal gravity value computed on the
 QQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0243.degrees latitude (g = 980.6199 gals.).
 QQ0243
 QQ0243.The modeled gravity was interpolated from observed gravity values.
 QQ0243
 QQ0243;                    North         East    Units  Estimated Accuracy
 QQ0243;SPC SD N     -   170,030.      783,940.      MT  (+/- 180 meters Scaled)
 QQ0243
 QQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR055215(NAD 83)
 QQ0243
 QQ0243                          SUPERSEDED SURVEY CONTROL
 QQ0243
 QQ0243  NGVD 29 (??/??/92)  550.585  (m)         1806.38   (f) ADJ UNCH    1 2
 QQ0243
 QQ0243.Superseded values are not recommended for survey control.
 QQ0243
 QQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0243.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0243
 QQ0243_MARKER: DB = BENCH MARK DISK
 QQ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0243_STAMPING: 1806.378 T 19 1931
 QQ0243_MARK LOGO: CGS
 QQ0243_PROJECTION: FLUSH
 QQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0243+STABILITY: SURFACE MOTION
 QQ0243
 QQ0243  HISTORY     - Date     Condition        Report By
 QQ0243  HISTORY     - 1931     MONUMENTED       CGS
 QQ0243  HISTORY     - 1941     GOOD             CGS
 QQ0243  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0243
 QQ0243                          STATION DESCRIPTION
 QQ0243
 QQ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0243'IN HOLMQUIST.
 QQ0243'AT HOLMQUIST, DAY COUNTY, 720 FEET WEST OF THE CHICAGO, MILWAUKEE,
 QQ0243'ST. PAUL AND PACIFIC RAILROAD STATION, AT A ROAD CROSSING, 43.8
 QQ0243'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 33 FEET SOUTH OF
 QQ0243'THE CENTER LINE OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED
 QQ0243'1806.378 T 19 1931 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QQ0243'WITH THE GROUND.
 QQ0243
 QQ0243                          STATION RECOVERY (1941)
 QQ0243
 QQ0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0243'RECOVERED IN GOOD CONDITION.
 QQ0243
 QQ0243                          STATION RECOVERY (1997)
 QQ0243
 QQ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0243'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0427 ***********************************************************************
 QS0427  DESIGNATION -  T 19
 QS0427  PID         -  QS0427
 QS0427  STATE/COUNTY-  SD/CORSON
 QS0427  COUNTRY     -  US
 QS0427  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0427
 QS0427                         *CURRENT SURVEY CONTROL
 QS0427  ______________________________________________________________________
 QS0427* NAD 83(1986) POSITION- 45 35 19.     (N) 101 24 34.     (W)   SCALED
 QS0427* NAVD 88 ORTHO HEIGHT -   676.107 (meters)     2218.19  (feet) ADJUSTED
 QS0427  ______________________________________________________________________
 QS0427  GEOID HEIGHT    -        -20.396 (meters)                     GEOID18
 QS0427  DYNAMIC HEIGHT  -        676.029 (meters)     2217.94  (feet) COMP
 QS0427  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 QS0427
 QS0427  VERT ORDER      -  FIRST     CLASS II
 QS0427
 QS0427.The horizontal coordinates were scaled from a map and have
 QS0427.an estimated accuracy of +/- 6 seconds.
 QS0427
 QS0427.The orthometric height was determined by differential leveling and
 QS0427.adjusted by the NATIONAL GEODETIC SURVEY
 QS0427.in June 1991.
 QS0427
 QS0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0427.GEOID18 height accuracy estimate available here.
 QS0427
 QS0427.Click photographs - Photos may exist for this station.
 QS0427
 QS0427.The dynamic height is computed by dividing the NAVD 88
 QS0427.geopotential number by the normal gravity value computed on the
 QS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0427.degrees latitude (g = 980.6199 gals.).
 QS0427
 QS0427.The modeled gravity was interpolated from observed gravity values.
 QS0427
 QS0427;                    North         East    Units  Estimated Accuracy
 QS0427;SPC SD N     -   196,010.      490,020.      MT  (+/- 180 meters Scaled)
 QS0427
 QS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR120511(NAD 83)
 QS0427
 QS0427                          SUPERSEDED SURVEY CONTROL
 QS0427
 QS0427  NGVD 29 (??/??/92)  675.654  (m)         2216.71   (f) ADJ UNCH    1 2
 QS0427
 QS0427.Superseded values are not recommended for survey control.
 QS0427
 QS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0427.See file dsdata.pdf to determine how the superseded data were derived.
 QS0427
 QS0427_MARKER: DB = BENCH MARK DISK
 QS0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0427_STAMPING: T 19 1933
 QS0427_MARK LOGO: CGS
 QS0427_PROJECTION: PROJECTING 31 CENTIMETERS
 QS0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0427+STABILITY: SURFACE MOTION
 QS0427
 QS0427  HISTORY     - Date     Condition        Report By
 QS0427  HISTORY     - 1933     MONUMENTED       CGS
 QS0427  HISTORY     - 1938     GOOD             CGS
 QS0427  HISTORY     - 1973     MARK NOT FOUND   USGS
 QS0427  HISTORY     - 1985     GOOD             NGS
 QS0427
 QS0427                          STATION DESCRIPTION
 QS0427
 QS0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0427'14.2 MI N FROM ISABEL.
 QS0427'IN CORSON COUNTY, ABOUT 14.2 MILES NORTH ALONG STATE HIGHWAY
 QS0427'65 FROM ISABEL, DEWEY COUNTY, ABOUT 0.5 MILE SOUTH OF A
 QS0427'FARMHOUSE, ABOUT 0.2 MILE NORTH OF ANOTHER FARMHOUSE, AT A
 QS0427'ROAD INTERSECTION, 94 FEET WEST OF THE CENTER LINE OF THE
 QS0427'HIGHWAY, AND 36 FEET NORTH OF THE CENTER LINE OF THE CROSS
 QS0427'ROAD.  A STANDARD DISK, STAMPED T 19 1933 AND SET IN THE TOP OF
 QS0427'A CONCRETE POST PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 QS0427
 QS0427                          STATION RECOVERY (1973)
 QS0427
 QS0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QS0427'MARK NOT FOUND.
 QS0427
 QS0427                          STATION RECOVERY (1985)
 QS0427
 QS0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0427'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.8 KM (14.15
 QS0427'MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT ISABEL, THENCE
 QS0427'0.56 KM (0.35 MI) SOUTH ALONG A FIELD ROAD, AT A FIELD ROAD LEADING
 QS0427'EAST AND A TRACK ROAD AND WIRE GATE, 22.0 METERS (72 FT) WEST OF THE
 QS0427'CENTER OF A FIELD ROAD, 14.6 METERS (48 FT) WEST OF A FENCE AND
 QS0427'12.8 METERS (42 FT) SOUTHWEST OF A POWER POLE.
 QS0427'THE MARK IS 14.6 METERS  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0300 ***********************************************************************
 OQ0300  DESIGNATION -  T 2
 OQ0300  PID         -  OQ0300
 OQ0300  STATE/COUNTY-  SD/MOODY
 OQ0300  COUNTRY     -  US
 OQ0300  USGS QUAD   -  TRENT (2017)
 OQ0300
 OQ0300                         *CURRENT SURVEY CONTROL
 OQ0300  ______________________________________________________________________
 OQ0300* NAD 83(1986) POSITION- 43 58 01.     (N) 096 41 13.     (W)   SCALED
 OQ0300* NAVD 88 ORTHO HEIGHT -   461.511 (meters)     1514.14  (feet) ADJUSTED
 OQ0300  ______________________________________________________________________
 OQ0300  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 OQ0300  DYNAMIC HEIGHT  -        461.403 (meters)     1513.79  (feet) COMP
 OQ0300  MODELED GRAVITY -    980,370.6   (mgal)                       NAVD 88
 OQ0300
 OQ0300  VERT ORDER      -  FIRST     CLASS II
 OQ0300
 OQ0300.The horizontal coordinates were scaled from a map and have
 OQ0300.an estimated accuracy of +/- 6 seconds.
 OQ0300
 OQ0300.The orthometric height was determined by differential leveling and
 OQ0300.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0300.in June 1991.
 OQ0300
 OQ0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0300.GEOID18 height accuracy estimate available here.
 OQ0300
 OQ0300.Click photographs - Photos may exist for this station.
 OQ0300
 OQ0300.The dynamic height is computed by dividing the NAVD 88
 OQ0300.geopotential number by the normal gravity value computed on the
 OQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0300.degrees latitude (g = 980.6199 gals.).
 OQ0300
 OQ0300.The modeled gravity was interpolated from observed gravity values.
 OQ0300
 OQ0300;                    North         East    Units  Estimated Accuracy
 OQ0300;SPC SD S     -   187,900.      892,510.      MT  (+/- 180 meters Scaled)
 OQ0300
 OQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP855708(NAD 83)
 OQ0300
 OQ0300                          SUPERSEDED SURVEY CONTROL
 OQ0300
 OQ0300  NGVD 29 (??/??/92)  461.238  (m)         1513.25   (f) ADJ UNCH    1 2
 OQ0300
 OQ0300.Superseded values are not recommended for survey control.
 OQ0300
 OQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0300.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0300
 OQ0300_MARKER: H = DRILL HOLE
 OQ0300_SETTING: 80 = SET IN A BOULDER
 OQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0300+STABILITY: SURFACE MOTION
 OQ0300
 OQ0300  HISTORY     - Date     Condition        Report By
 OQ0300  HISTORY     - 1905     MONUMENTED       CGS
 OQ0300  HISTORY     - 1934     GOOD             CGS
 OQ0300  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0300
 OQ0300                          STATION DESCRIPTION
 OQ0300
 OQ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0300'3.1 MI SW FROM EGAN.
 OQ0300'3.1 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0300'PACIFIC RAILROAD FROM EGAN, MOODY COUNTY, 0.2 MILE NORTH OF THE
 OQ0300'ROAD ON THE SOUTH LINE OF SECTION 23, T 106 N, R 49 W, 20 FEET
 OQ0300'EAST OF THE CENTERLINE OF THE TRACK, ON A SANDSTONE BOULDER, AND
 OQ0300'2.5 FEET ABOVE THE GROUND.  THE BOTTOM OF A SQUARE HOLE,
 OQ0300'SURROUNDED BY THE LETTERS USBM.
 OQ0300
 OQ0300                          STATION RECOVERY (2012)
 OQ0300
 OQ0300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0110 ***********************************************************************
 QR0110  DESIGNATION -  T 20
 QR0110  PID         -  QR0110
 QR0110  STATE/COUNTY-  SD/BROWN
 QR0110  COUNTRY     -  US
 QR0110  USGS QUAD   -  ABERDEEN WEST (2017)
 QR0110
 QR0110                         *CURRENT SURVEY CONTROL
 QR0110  ______________________________________________________________________
 QR0110* NAD 83(1986) POSITION- 45 27 15.     (N) 098 33 26.     (W)   SCALED
 QR0110* NAVD 88 ORTHO HEIGHT -   405.474 (meters)     1330.29  (feet) ADJUSTED
 QR0110  ______________________________________________________________________
 QR0110  GEOID HEIGHT    -        -24.287 (meters)                     GEOID18
 QR0110  DYNAMIC HEIGHT  -        405.447 (meters)     1330.20  (feet) COMP
 QR0110  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 QR0110
 QR0110  VERT ORDER      -  FIRST     CLASS II
 QR0110
 QR0110.The horizontal coordinates were scaled from a map and have
 QR0110.an estimated accuracy of +/- 6 seconds.
 QR0110
 QR0110.The orthometric height was determined by differential leveling and
 QR0110.adjusted by the NATIONAL GEODETIC SURVEY
 QR0110.in July 1998.
 QR0110
 QR0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0110.GEOID18 height accuracy estimate available here.
 QR0110
 QR0110.Click photographs - Photos may exist for this station.
 QR0110
 QR0110.The dynamic height is computed by dividing the NAVD 88
 QR0110.geopotential number by the normal gravity value computed on the
 QR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0110.degrees latitude (g = 980.6199 gals.).
 QR0110
 QR0110.The modeled gravity was interpolated from observed gravity values.
 QR0110
 QR0110;                    North         East    Units  Estimated Accuracy
 QR0110;SPC SD N     -   181,120.      712,850.      MT  (+/- 180 meters Scaled)
 QR0110
 QR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR346334(NAD 83)
 QR0110
 QR0110                          SUPERSEDED SURVEY CONTROL
 QR0110
 QR0110  NAVD 88 (06/15/91)  405.501  (m)         1330.38   (f) SUPERSEDED  1 2
 QR0110  NGVD 29 (??/??/92)  405.203  (m)         1329.40   (f) ADJ UNCH    1 2
 QR0110
 QR0110.Superseded values are not recommended for survey control.
 QR0110
 QR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0110.See file dsdata.pdf to determine how the superseded data were derived.
 QR0110
 QR0110_MARKER: DB = BENCH MARK DISK
 QR0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0110_STAMPING: T 20 1931 1329.403
 QR0110_MARK LOGO: CGS
 QR0110_PROJECTION: FLUSH
 QR0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0110+STABILITY: SURFACE MOTION
 QR0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0110+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0110
 QR0110  HISTORY     - Date     Condition        Report By
 QR0110  HISTORY     - 1931     MONUMENTED       CGS
 QR0110  HISTORY     - 1941     GOOD             CGS
 QR0110  HISTORY     - 19970314 GOOD             NGS
 QR0110
 QR0110                          STATION DESCRIPTION
 QR0110
 QR0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0110'3.5 MI W FROM ABERDEEN.
 QR0110'3-1/2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0110'PACIFIC RAILROAD FROM ABERDEEN, BROWN COUNTY, 1-1/2 FEET WEST
 QR0110'OF THE CROSSING OF U.S. HIGHWAY 12, 1/2 MILE WEST OF MILEPOST
 QR0110'3, AT A ROAD CROSSING, 44 FEET SOUTH OF THE SOUTH RAIL, AND
 QR0110'39 FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 QR0110'STAMPED 1329.403 T 20 1931 AND SET IN THE TOP OF A CONCRETE
 QR0110'POST FLUSH WITH THE GROUND.
 QR0110
 QR0110                          STATION RECOVERY (1941)
 QR0110
 QR0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0110'RECOVERED IN GOOD CONDITION.
 QR0110
 QR0110                          STATION RECOVERY (1997)
 QR0110
 QR0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0110'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 QR0110'OF U.S. HIGHWAY 281 IN ABERDEEN, THENCE 0.5 KM (0.30 MI) NORTHERLY
 QR0110'ALONG 384TH AVENUE, 13.5 M (44.3 FT) SOUTH OF THE NEAR RAIL OF THE
 QR0110'BURLINGTON NORTHERN RAILROAD, 8.6 M (28.2 FT) SOUTH OF THE SOUTHEAST
 QR0110'CORNER OF A RAILROAD CONTROL BOX, 3.3 M (10.8 FT) NORTHWEST OF THE
 QR0110'NORTHWEST CORNER OF TELEPHONE JUNCTION BOX NUMBER 35697, 1.5 M (4.9
 QR0110'FT) NORTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT) NORTH OF A WITNESS
 QR0110'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 QR0110'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0826 ***********************************************************************
 PT0826  DESIGNATION -  T 20
 PT0826  PID         -  PT0826
 PT0826  STATE/COUNTY-  SD/ZIEBACH
 PT0826  COUNTRY     -  US
 PT0826  USGS QUAD   -  MILLER DAM (2017)
 PT0826
 PT0826                         *CURRENT SURVEY CONTROL
 PT0826  ______________________________________________________________________
 PT0826* NAD 83(1986) POSITION- 44 58 45.     (N) 101 37 22.     (W)   SCALED
 PT0826* NAVD 88 ORTHO HEIGHT -   772.303 (meters)     2533.80  (feet) ADJUSTED
 PT0826  ______________________________________________________________________
 PT0826  GEOID HEIGHT    -        -20.564 (meters)                     GEOID18
 PT0826  DYNAMIC HEIGHT  -        772.147 (meters)     2533.29  (feet) COMP
 PT0826  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 PT0826
 PT0826  VERT ORDER      -  FIRST     CLASS II
 PT0826
 PT0826.The horizontal coordinates were scaled from a map and have
 PT0826.an estimated accuracy of +/- 6 seconds.
 PT0826
 PT0826.The orthometric height was determined by differential leveling and
 PT0826.adjusted by the NATIONAL GEODETIC SURVEY
 PT0826.in June 1991.
 PT0826
 PT0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0826.GEOID18 height accuracy estimate available here.
 PT0826
 PT0826.Click photographs - Photos may exist for this station.
 PT0826
 PT0826.The dynamic height is computed by dividing the NAVD 88
 PT0826.geopotential number by the normal gravity value computed on the
 PT0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0826.degrees latitude (g = 980.6199 gals.).
 PT0826
 PT0826.The modeled gravity was interpolated from observed gravity values.
 PT0826
 PT0826;                    North         East    Units  Estimated Accuracy
 PT0826;SPC SD N     -   128,610.      472,020.      MT  (+/- 180 meters Scaled)
 PT0826
 PT0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ932839(NAD 83)
 PT0826
 PT0826                          SUPERSEDED SURVEY CONTROL
 PT0826
 PT0826  NGVD 29 (??/??/92)  771.853  (m)         2532.32   (f) ADJ UNCH    1 2
 PT0826
 PT0826.Superseded values are not recommended for survey control.
 PT0826
 PT0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0826.See file dsdata.pdf to determine how the superseded data were derived.
 PT0826
 PT0826_MARKER: DB = BENCH MARK DISK
 PT0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0826_STAMPING: T 20 1933
 PT0826_MARK LOGO: CGS
 PT0826_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0826+STABILITY: SURFACE MOTION
 PT0826
 PT0826  HISTORY     - Date     Condition        Report By
 PT0826  HISTORY     - 1933     MONUMENTED       CGS
 PT0826  HISTORY     - 1934     GOOD             CGS
 PT0826
 PT0826                          STATION DESCRIPTION
 PT0826
 PT0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0826'5.4 MI S FROM DUPREE.
 PT0826'5.4 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0826'COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 68 FEET WEST
 PT0826'OF THE CENTER LINE OF THE MAIN ROAD, AND 36 FEET NORTH OF THE
 PT0826'CENTER LINE OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED
 PT0826'T 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PT0826'7 INCHES ABOVE GROUND.
 PT0826
 PT0826                          STATION RECOVERY (1934)
 PT0826
 PT0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0491 ***********************************************************************
 PT0491  DESIGNATION -  T 21
 PT0491  PID         -  PT0491
 PT0491  STATE/COUNTY-  SD/HAAKON
 PT0491  COUNTRY     -  US
 PT0491  USGS QUAD   -  MILESVILLE (2017)
 PT0491
 PT0491                         *CURRENT SURVEY CONTROL
 PT0491  ______________________________________________________________________
 PT0491* NAD 83(1986) POSITION- 44 27 32.     (N) 101 40 43.     (W)   SCALED
 PT0491* NAVD 88 ORTHO HEIGHT -   715.104 (meters)     2346.14  (feet) ADJUSTED
 PT0491  ______________________________________________________________________
 PT0491  GEOID HEIGHT    -        -20.915 (meters)                     GEOID18
 PT0491  DYNAMIC HEIGHT  -        714.925 (meters)     2345.55  (feet) COMP
 PT0491  MODELED GRAVITY -    980,344.6   (mgal)                       NAVD 88
 PT0491
 PT0491  VERT ORDER      -  FIRST     CLASS II
 PT0491
 PT0491.The horizontal coordinates were scaled from a map and have
 PT0491.an estimated accuracy of +/- 6 seconds.
 PT0491
 PT0491.The orthometric height was determined by differential leveling and
 PT0491.adjusted by the NATIONAL GEODETIC SURVEY
 PT0491.in June 1991.
 PT0491
 PT0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0491.GEOID18 height accuracy estimate available here.
 PT0491
 PT0491.Click photographs - Photos may exist for this station.
 PT0491
 PT0491.The dynamic height is computed by dividing the NAVD 88
 PT0491.geopotential number by the normal gravity value computed on the
 PT0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0491.degrees latitude (g = 980.6199 gals.).
 PT0491
 PT0491.The modeled gravity was interpolated from observed gravity values.
 PT0491
 PT0491;                    North         East    Units  Estimated Accuracy
 PT0491;SPC SD S     -   237,010.      492,940.      MT  (+/- 180 meters Scaled)
 PT0491
 PT0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ869263(NAD 83)
 PT0491
 PT0491                          SUPERSEDED SURVEY CONTROL
 PT0491
 PT0491.No superseded survey control is available for this station.
 PT0491
 PT0491_MARKER: DB = BENCH MARK DISK
 PT0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0491_SP_SET: BUILDING FOUNDATION
 PT0491_STAMPING: T 21 1933
 PT0491_MARK LOGO: CGS
 PT0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0491
 PT0491  HISTORY     - Date     Condition        Report By
 PT0491  HISTORY     - 1933     MONUMENTED       CGS
 PT0491  HISTORY     - 1934     GOOD             CGS
 PT0491
 PT0491                          STATION DESCRIPTION
 PT0491
 PT0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0491'AT MILESVILLE.
 PT0491'AT MILESVILLE, HAAKON COUNTY, AT THE CATHOLIC CHURCH, IN THE
 PT0491'CONCRETE FOUNDATION, AND IN THE NORTH END OF THE WEST FACE.  A
 PT0491'STANDARD DISK, STAMPED T 21 1933 AND SET VERTICALLY.
 PT0491
 PT0491                          STATION RECOVERY (1934)
 PT0491
 PT0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1654 ***********************************************************************
 PU1654  DESIGNATION -  T 24
 PU1654  PID         -  PU1654
 PU1654  STATE/COUNTY-  SD/LAWRENCE
 PU1654  COUNTRY     -  US
 PU1654  USGS QUAD   -  STURGIS (2017)
 PU1654
 PU1654                         *CURRENT SURVEY CONTROL
 PU1654  ______________________________________________________________________
 PU1654* NAD 83(1986) POSITION- 44 27 25.     (N) 103 37 12.     (W)   SCALED
 PU1654* NAVD 88 ORTHO HEIGHT -  1101.143 (meters)     3612.67  (feet) ADJUSTED
 PU1654  ______________________________________________________________________
 PU1654  GEOID HEIGHT    -        -15.026 (meters)                     GEOID18
 PU1654  DYNAMIC HEIGHT  -       1100.788 (meters)     3611.50  (feet) COMP
 PU1654  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 PU1654
 PU1654  VERT ORDER      -  FIRST     CLASS II
 PU1654
 PU1654.The horizontal coordinates were scaled from a map and have
 PU1654.an estimated accuracy of +/- 6 seconds.
 PU1654
 PU1654.The orthometric height was determined by differential leveling and
 PU1654.adjusted by the NATIONAL GEODETIC SURVEY
 PU1654.in June 1991.
 PU1654
 PU1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1654.GEOID18 height accuracy estimate available here.
 PU1654
 PU1654.Click photographs - Photos may exist for this station.
 PU1654
 PU1654.The dynamic height is computed by dividing the NAVD 88
 PU1654.geopotential number by the normal gravity value computed on the
 PU1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1654.degrees latitude (g = 980.6199 gals.).
 PU1654
 PU1654.The modeled gravity was interpolated from observed gravity values.
 PU1654
 PU1654;                    North         East    Units  Estimated Accuracy
 PU1654;SPC SD N     -    75,740.      311,990.      MT  (+/- 180 meters Scaled)
 PU1654
 PU1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK097235(NAD 83)
 PU1654
 PU1654                          SUPERSEDED SURVEY CONTROL
 PU1654
 PU1654  NGVD 29 (??/??/92) 1100.616  (m)         3610.94   (f) ADJ UNCH    1 2
 PU1654
 PU1654.Superseded values are not recommended for survey control.
 PU1654
 PU1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1654.See file dsdata.pdf to determine how the superseded data were derived.
 PU1654
 PU1654_MARKER: DB = BENCH MARK DISK
 PU1654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1654_SP_SET: ABUTMENT
 PU1654_STAMPING: T 24 1934
 PU1654_MARK LOGO: CGS
 PU1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1654
 PU1654  HISTORY     - Date     Condition        Report By
 PU1654  HISTORY     - 1934     MONUMENTED       CGS
 PU1654  HISTORY     - 1962     GOOD             CGS
 PU1654
 PU1654                          STATION DESCRIPTION
 PU1654
 PU1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1654'1 MI SE FROM WHITEWOOD.
 PU1654'THIS MARK WAS RECOVERED IN GOOD CONDITION WITH A NEW DETAILED
 PU1654'DESCRIPTION AS FOLLOWS-- ABOUT 1.0 MILE SOUTHEAST ALONG THE
 PU1654'CHICAGO AND NORTH WESTERN RAILWAY FROM THE U.S. HIGHWAY OVERPASS
 PU1654'AT WHITEWOOD, IN SECTION 27, T 6 N, R 4 E, 6 POLES WEST OF
 PU1654'MILE POST 134, 6 FEET NORTH OF THE NORTH RAIL, ABOUT 1 FOOT BELOW
 PU1654'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF THE NORTH END OF
 PU1654'THE EAST ABUTMENT OF BRIDGE H287 OVER WHITEWOOD CREEK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0285 ***********************************************************************
 QT0285  DESIGNATION -  T 25
 QT0285  PID         -  QT0285
 QT0285  STATE/COUNTY-  SD/BUTTE
 QT0285  COUNTRY     -  US
 QT0285  USGS QUAD   -  BATTLE CREEK BUTTE (2017)
 QT0285
 QT0285                         *CURRENT SURVEY CONTROL
 QT0285  ______________________________________________________________________
 QT0285* NAD 83(1986) POSITION- 45 03 42.     (N) 103 46 21.     (W)   SCALED
 QT0285* NAVD 88 ORTHO HEIGHT -   987.333 (meters)     3239.28  (feet) ADJUSTED
 QT0285  ______________________________________________________________________
 QT0285  GEOID HEIGHT    -        -16.010 (meters)                     GEOID18
 QT0285  DYNAMIC HEIGHT  -        987.084 (meters)     3238.46  (feet) COMP
 QT0285  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 QT0285
 QT0285  VERT ORDER      -  FIRST     CLASS II
 QT0285
 QT0285.The horizontal coordinates were scaled from a map and have
 QT0285.an estimated accuracy of +/- 6 seconds.
 QT0285
 QT0285.The orthometric height was determined by differential leveling and
 QT0285.adjusted by the NATIONAL GEODETIC SURVEY
 QT0285.in June 1991.
 QT0285
 QT0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0285.GEOID18 height accuracy estimate available here.
 QT0285
 QT0285.Click photographs - Photos may exist for this station.
 QT0285
 QT0285.The dynamic height is computed by dividing the NAVD 88
 QT0285.geopotential number by the normal gravity value computed on the
 QT0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0285.degrees latitude (g = 980.6199 gals.).
 QT0285
 QT0285.The modeled gravity was interpolated from observed gravity values.
 QT0285
 QT0285;                    North         East    Units  Estimated Accuracy
 QT0285;SPC SD N     -   143,420.      303,000.      MT  (+/- 180 meters Scaled)
 QT0285
 QT0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK966905(NAD 83)
 QT0285
 QT0285                          SUPERSEDED SURVEY CONTROL
 QT0285
 QT0285  NGVD 29 (??/??/92)  986.837  (m)         3237.65   (f) ADJ UNCH    1 2
 QT0285
 QT0285.Superseded values are not recommended for survey control.
 QT0285
 QT0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0285.See file dsdata.pdf to determine how the superseded data were derived.
 QT0285
 QT0285_MARKER: DB = BENCH MARK DISK
 QT0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0285_STAMPING: T 25 1934
 QT0285_MARK LOGO: CGS
 QT0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0285+STABILITY: SURFACE MOTION
 QT0285
 QT0285  HISTORY     - Date     Condition        Report By
 QT0285  HISTORY     - 1934     MONUMENTED       CGS
 QT0285  HISTORY     - 1953     GOOD             CGS
 QT0285
 QT0285                          STATION DESCRIPTION
 QT0285
 QT0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0285'27.9 MI N FROM BELLE FOURCHE.
 QT0285'27.9 MILES N OF AND ALONG U.S. HWY 85 FROM BELLE FOURCHE.  51 FT
 QT0285'E OF CENTER OF HIGHWAY, 60 FT NE OF IRON CULVERT.  A STANDARD
 QT0285'DISK STAMPED T 25 1934 AND SET IN TOP OF CONCRETE POST.
 QT0285
 QT0285                          STATION RECOVERY (1953)
 QT0285
 QT0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QT0285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0223 ***********************************************************************
 QT0223  DESIGNATION -  T 26
 QT0223  PID         -  QT0223
 QT0223  STATE/COUNTY-  SD/HARDING
 QT0223  COUNTRY     -  US
 QT0223  USGS QUAD   -  HAY CREEK (2017)
 QT0223
 QT0223                         *CURRENT SURVEY CONTROL
 QT0223  ______________________________________________________________________
 QT0223* NAD 83(1986) POSITION- 45 40 45.     (N) 103 29 02.     (W)   SCALED
 QT0223* NAVD 88 ORTHO HEIGHT -   878.942 (meters)     2883.66  (feet) ADJUSTED
 QT0223  ______________________________________________________________________
 QT0223  GEOID HEIGHT    -        -15.886 (meters)                     GEOID18
 QT0223  DYNAMIC HEIGHT  -        878.816 (meters)     2883.25  (feet) COMP
 QT0223  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 QT0223
 QT0223  VERT ORDER      -  FIRST     CLASS II
 QT0223
 QT0223.The horizontal coordinates were scaled from a map and have
 QT0223.an estimated accuracy of +/- 6 seconds.
 QT0223
 QT0223.The orthometric height was determined by differential leveling and
 QT0223.adjusted by the NATIONAL GEODETIC SURVEY
 QT0223.in June 1991.
 QT0223
 QT0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0223.GEOID18 height accuracy estimate available here.
 QT0223
 QT0223.Click photographs - Photos may exist for this station.
 QT0223
 QT0223.The dynamic height is computed by dividing the NAVD 88
 QT0223.geopotential number by the normal gravity value computed on the
 QT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0223.degrees latitude (g = 980.6199 gals.).
 QT0223
 QT0223.The modeled gravity was interpolated from observed gravity values.
 QT0223
 QT0223;                    North         East    Units  Estimated Accuracy
 QT0223;SPC SD N     -   210,960.      328,660.      MT  (+/- 180 meters Scaled)
 QT0223
 QT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL180595(NAD 83)
 QT0223
 QT0223                          SUPERSEDED SURVEY CONTROL
 QT0223
 QT0223  NGVD 29 (??/??/92)  878.452  (m)         2882.05   (f) ADJ UNCH    1 2
 QT0223
 QT0223.Superseded values are not recommended for survey control.
 QT0223
 QT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0223.See file dsdata.pdf to determine how the superseded data were derived.
 QT0223
 QT0223_MARKER: DB = BENCH MARK DISK
 QT0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0223_STAMPING: T 26 1934
 QT0223_MARK LOGO: CGS
 QT0223_PROJECTION: PROJECTING 9 CENTIMETERS
 QT0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0223+STABILITY: SURFACE MOTION
 QT0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0223+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 QT0223
 QT0223  HISTORY     - Date     Condition        Report By
 QT0223  HISTORY     - 1934     MONUMENTED       CGS
 QT0223  HISTORY     - 1953     GOOD             CGS
 QT0223  HISTORY     - 19980928 GOOD             NGS
 QT0223  HISTORY     - 20200507 GOOD             SDDT
 QT0223
 QT0223                          STATION DESCRIPTION
 QT0223
 QT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QT0223'8.6 MI N FROM BUFFALO.
 QT0223'8.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0223'COUNTY, ABOUT 155 YARDS NORTH OF A SMALL IRON CULVERT, ABOUT 141
 QT0223'YARDS NORTH OF A FENCE CORNER, 71 FEET WEST OF THE CENTER LINE
 QT0223'OF THE HIGHWAY, AND 31 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 QT0223'A STANDARD DISK, STAMPED T 26 1934 AND SET IN THE TOP OF A
 QT0223'CONCRETE POST.
 QT0223
 QT0223                          STATION RECOVERY (1998)
 QT0223
 QT0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0223'13.3 KM (8.25 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0223'STATE HIGHWAY 20 IN BUFFALO, 865.0 M (2837.9 FT) NORTH OF MILEPOST
 QT0223'134, 52.5 M (172.2 FT) WEST OF THE HIGHWAY CENTERLINE, 35.5 M (116.5
 QT0223'FT) SOUTH OF UTILITY POLE NUMBER 20 5 22 855, 9.6 M (31.5 FT) WEST OF
 QT0223'A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 QT0223'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0223'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY ROBERT JOHNSON,
 QT0223'HC 67, BOX 13, BUFFALO, SD 57720.
 QT0223
 QT0223                          STATION RECOVERY (2020)
 QT0223
 QT0223'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 QT0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0381 ***********************************************************************
 QR0381  DESIGNATION -  T 27
 QR0381  PID         -  QR0381
 QR0381  STATE/COUNTY-  SD/WALWORTH
 QR0381  COUNTRY     -  US
 QR0381  USGS QUAD   -  JAVA (2017)
 QR0381
 QR0381                         *CURRENT SURVEY CONTROL
 QR0381  ______________________________________________________________________
 QR0381* NAD 83(1986) POSITION- 45 30 41.     (N) 099 56 54.     (W)   SCALED
 QR0381* NAVD 88 ORTHO HEIGHT -   602.428 (meters)     1976.47  (feet) ADJUSTED
 QR0381  ______________________________________________________________________
 QR0381  GEOID HEIGHT    -        -22.409 (meters)                     GEOID18
 QR0381  DYNAMIC HEIGHT  -        602.364 (meters)     1976.26  (feet) COMP
 QR0381  MODELED GRAVITY -    980,490.4   (mgal)                       NAVD 88
 QR0381
 QR0381  VERT ORDER      -  FIRST     CLASS II
 QR0381
 QR0381.The horizontal coordinates were scaled from a map and have
 QR0381.an estimated accuracy of +/- 6 seconds.
 QR0381
 QR0381.The orthometric height was determined by differential leveling and
 QR0381.adjusted by the NATIONAL GEODETIC SURVEY
 QR0381.in June 1991.
 QR0381
 QR0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0381.GEOID18 height accuracy estimate available here.
 QR0381
 QR0381.Click photographs - Photos may exist for this station.
 QR0381
 QR0381.The dynamic height is computed by dividing the NAVD 88
 QR0381.geopotential number by the normal gravity value computed on the
 QR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0381.degrees latitude (g = 980.6199 gals.).
 QR0381
 QR0381.The modeled gravity was interpolated from observed gravity values.
 QR0381
 QR0381;                    North         East    Units  Estimated Accuracy
 QR0381;SPC SD N     -   186,480.      604,040.      MT  (+/- 180 meters Scaled)
 QR0381
 QR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR259401(NAD 83)
 QR0381
 QR0381                          SUPERSEDED SURVEY CONTROL
 QR0381
 QR0381  NGVD 29 (??/??/92)  602.05   (m)         1975.2    (f) COMPUTED    1 2
 QR0381
 QR0381.Superseded values are not recommended for survey control.
 QR0381
 QR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0381.See file dsdata.pdf to determine how the superseded data were derived.
 QR0381
 QR0381_MARKER: DB = BENCH MARK DISK
 QR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0381_STAMPING: T 27 1934
 QR0381_MARK LOGO: CGS
 QR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0381+STABILITY: SURFACE MOTION
 QR0381
 QR0381  HISTORY     - Date     Condition        Report By
 QR0381  HISTORY     - 1934     MONUMENTED       CGS
 QR0381  HISTORY     - 1974     MARK NOT FOUND   NGS
 QR0381
 QR0381                          STATION DESCRIPTION
 QR0381
 QR0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0381'3.3 MI NW FROM JAVA.
 QR0381'3.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0381'RAILROAD FROM JAVA, WALWORTH COUNTY, 2 POLES SOUTHWEST OF
 QR0381'MILEPOST 73. 0.5 MILE NORTHEAST OF THE U.S. HIGHWAY 12 OVERHEAD
 QR0381'BRIDGE CROSSING, 27 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK
 QR0381'AND 24 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QR0381'DISK, STAMPED T 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0381
 QR0381                          STATION RECOVERY (1974)
 QR0381
 QR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0329 ***********************************************************************
 QS0329  DESIGNATION -  T 28
 QS0329  PID         -  QS0329
 QS0329  STATE/COUNTY-  SD/CORSON
 QS0329  COUNTRY     -  US
 QS0329  USGS QUAD   -  WAKPALA SW (2017)
 QS0329
 QS0329                         *CURRENT SURVEY CONTROL
 QS0329  ______________________________________________________________________
 QS0329* NAD 83(1986) POSITION- 45 32 28.     (N) 100 38 59.     (W)   SCALED
 QS0329* NAVD 88 ORTHO HEIGHT -   540.397 (meters)     1772.95  (feet) ADJUSTED
 QS0329  ______________________________________________________________________
 QS0329  GEOID HEIGHT    -        -21.504 (meters)                     GEOID18
 QS0329  DYNAMIC HEIGHT  -        540.346 (meters)     1772.79  (feet) COMP
 QS0329  MODELED GRAVITY -    980,504.3   (mgal)                       NAVD 88
 QS0329
 QS0329  VERT ORDER      -  FIRST     CLASS II
 QS0329
 QS0329.The horizontal coordinates were scaled from a map and have
 QS0329.an estimated accuracy of +/- 6 seconds.
 QS0329
 QS0329.The orthometric height was determined by differential leveling and
 QS0329.adjusted by the NATIONAL GEODETIC SURVEY
 QS0329.in June 1991.
 QS0329
 QS0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0329.GEOID18 height accuracy estimate available here.
 QS0329
 QS0329.Click photographs - Photos may exist for this station.
 QS0329
 QS0329.The dynamic height is computed by dividing the NAVD 88
 QS0329.geopotential number by the normal gravity value computed on the
 QS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0329.degrees latitude (g = 980.6199 gals.).
 QS0329
 QS0329.The modeled gravity was interpolated from observed gravity values.
 QS0329
 QS0329;                    North         East    Units  Estimated Accuracy
 QS0329;SPC SD N     -   189,980.      549,260.      MT  (+/- 180 meters Scaled)
 QS0329
 QS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR712443(NAD 83)
 QS0329
 QS0329                          SUPERSEDED SURVEY CONTROL
 QS0329
 QS0329  NGVD 29 (??/??/92)  540.013  (m)         1771.69   (f) ADJ UNCH    1 2
 QS0329
 QS0329.Superseded values are not recommended for survey control.
 QS0329
 QS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0329.See file dsdata.pdf to determine how the superseded data were derived.
 QS0329
 QS0329_MARKER: DB = BENCH MARK DISK
 QS0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0329_STAMPING: T 28 1934
 QS0329_MARK LOGO: CGS
 QS0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0329+STABILITY: SURFACE MOTION
 QS0329
 QS0329  HISTORY     - Date     Condition        Report By
 QS0329  HISTORY     - 1934     MONUMENTED       CGS
 QS0329
 QS0329                          STATION DESCRIPTION
 QS0329
 QS0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0329'2 MI E FROM LANDEAU.
 QS0329'ABOUT 2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0329'PACIFIC RAILROAD FROM LANDEAU, CORSON COUNTY, ABOUT 32 YARDS
 QS0329'NORTHWEST OF MILEPOST 14, AND ABOUT 70 FEET NORTH OF THE CENTER
 QS0329'LINE OF THE TRACK.  A STANDARD DISK, STAMPED T 28 1934 AND SET IN
 QS0329'THE TOP OF A CONCRETE POST.  NOTE-- 1964 USGS REPORT -- THE
 QS0329'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD HAS BEEN MOVED
 QS0329'ABOVE THE OAHE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0212 ***********************************************************************
 QT0212  DESIGNATION -  T 29
 QT0212  PID         -  QT0212
 QT0212  STATE/COUNTY-  SD/PERKINS
 QT0212  COUNTRY     -  US
 QT0212  USGS QUAD   -  PRAIRIE CITY (2017)
 QT0212
 QT0212                         *CURRENT SURVEY CONTROL
 QT0212  ______________________________________________________________________
 QT0212* NAD 83(1986) POSITION- 45 31 43.     (N) 102 46 35.     (W)   SCALED
 QT0212* NAVD 88 ORTHO HEIGHT -   861.527 (meters)     2826.53  (feet) ADJUSTED
 QT0212  ______________________________________________________________________
 QT0212  GEOID HEIGHT    -        -17.441 (meters)                     GEOID18
 QT0212  DYNAMIC HEIGHT  -        861.383 (meters)     2826.05  (feet) COMP
 QT0212  MODELED GRAVITY -    980,420.1   (mgal)                       NAVD 88
 QT0212
 QT0212  VERT ORDER      -  FIRST     CLASS II
 QT0212
 QT0212.The horizontal coordinates were scaled from a map and have
 QT0212.an estimated accuracy of +/- 6 seconds.
 QT0212
 QT0212.The orthometric height was determined by differential leveling and
 QT0212.adjusted by the NATIONAL GEODETIC SURVEY
 QT0212.in June 1991.
 QT0212
 QT0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0212.GEOID18 height accuracy estimate available here.
 QT0212
 QT0212.Click photographs - Photos may exist for this station.
 QT0212
 QT0212.The dynamic height is computed by dividing the NAVD 88
 QT0212.geopotential number by the normal gravity value computed on the
 QT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0212.degrees latitude (g = 980.6199 gals.).
 QT0212
 QT0212.The modeled gravity was interpolated from observed gravity values.
 QT0212
 QT0212;                    North         East    Units  Estimated Accuracy
 QT0212;SPC SD N     -   192,110.      383,160.      MT  (+/- 180 meters Scaled)
 QT0212
 QT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL736440(NAD 83)
 QT0212
 QT0212                          SUPERSEDED SURVEY CONTROL
 QT0212
 QT0212  NGVD 29 (??/??/92)  861.060  (m)         2824.99   (f) ADJ UNCH    1 2
 QT0212
 QT0212.Superseded values are not recommended for survey control.
 QT0212
 QT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0212.See file dsdata.pdf to determine how the superseded data were derived.
 QT0212
 QT0212_MARKER: DB = BENCH MARK DISK
 QT0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0212_STAMPING: T 29 1934
 QT0212_MARK LOGO: CGS
 QT0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0212+STABILITY: SURFACE MOTION
 QT0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0212+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0212
 QT0212  HISTORY     - Date     Condition        Report By
 QT0212  HISTORY     - 1934     MONUMENTED       CGS
 QT0212  HISTORY     - 1968     GOOD             DOD
 QT0212  HISTORY     - 1980     GOOD             USGS
 QT0212  HISTORY     - 19990527 GOOD             NGS
 QT0212
 QT0212                          STATION DESCRIPTION
 QT0212
 QT0212'DESCRIBED BY US DEPARTMENT OF DEFENSE 1968
 QT0212'1.6 MI E FROM PRAIRIE CITY.
 QT0212'1.6 MILES EAST ALONG STATE HIGHWAY 20 FROM PRAIRIE CITY, 59 FEET
 QT0212'SOUTH OF THE HIGHWAY CENTERLINE, 9 FEET SOUTH OF THE RIGHT-OF-WAY
 QT0212'FENCE, ABOUT 80 FEET EAST OF A FIELD GATE.  A STANDARD DISC SET
 QT0212'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 QT0212
 QT0212                          STATION RECOVERY (1980)
 QT0212
 QT0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0212'PRAIRIE CITY, 1.55 MI E. OF ALONG STATE HWY. 20, 329 FT E. OF HWY. AT
 QT0212'FENCE N. (HWY. AT FENCE N. IS APPROX. 1/4 COR. OF SECS. 9 AND 16, T.
 QT0212'18 N., R.11 E.). 125 FT E. OF GATE IN R/W FENCE, 63 FT S. OF HWY., 10
 QT0212'FT S. OF WITNESS SIGN IN R/W FENCE, IN CONC. POST PROJECTING 3
 QT0212'INCHES.  A STANDARD TABLET STAMPED T 29 1934.
 QT0212
 QT0212                          STATION RECOVERY (1999)
 QT0212
 QT0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0212'0.9 KM (0.55 MI) NORTHERLY ALONG A STREET FROM THE COURTHOUSE IN
 QT0212'BISON, THENCE 24.2 KM (15.05 MI) WESTERLY ALONG STATE HIGHWAY 20,
 QT0212'798.3 M (2619.1 FT) EAST OF MILEPOST 67, 19.1 M (62.7 FT) SOUTH OF THE
 QT0212'HIGHWAY CENTERLINE, 3.2 M (10.5 FT) SOUTH OF A FENCE, 1.0 M (3.3 FT)
 QT0212'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 QT0212'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 QT0212'CONCRETE POST HAS DETERIORATED, BUT THE DISK IS SOLID IN PLACE.  THE
 QT0212'MONUMENT IS ON PROPERTY OWNED BY STANELY BRIXEY, 12837 DIVIDE ROAD,
 QT0212'PRAIRIE CITY, SD 57649.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0067 ***********************************************************************
 QS0067  DESIGNATION -  T 294
 QS0067  PID         -  QS0067
 QS0067  STATE/COUNTY-  SD/CAMPBELL
 QS0067  COUNTRY     -  US
 QS0067  USGS QUAD   -  MOUND CITY (2017)
 QS0067
 QS0067                         *CURRENT SURVEY CONTROL
 QS0067  ______________________________________________________________________
 QS0067* NAD 83(1986) POSITION- 45 44 47.     (N) 100 04 08.     (W)   SCALED
 QS0067* NAVD 88 ORTHO HEIGHT -   512.311 (meters)     1680.81  (feet) ADJUSTED
 QS0067  ______________________________________________________________________
 QS0067  GEOID HEIGHT    -        -22.260 (meters)                     GEOID18
 QS0067  DYNAMIC HEIGHT  -        512.273 (meters)     1680.68  (feet) COMP
 QS0067  MODELED GRAVITY -    980,526.0   (mgal)                       NAVD 88
 QS0067
 QS0067  VERT ORDER      -  SECOND    CLASS 0
 QS0067
 QS0067.The horizontal coordinates were scaled from a map and have
 QS0067.an estimated accuracy of +/- 6 seconds.
 QS0067
 QS0067.The orthometric height was determined by differential leveling and
 QS0067.adjusted by the NATIONAL GEODETIC SURVEY
 QS0067.in June 1991.
 QS0067
 QS0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0067.GEOID18 height accuracy estimate available here.
 QS0067
 QS0067.Click photographs - Photos may exist for this station.
 QS0067
 QS0067.The dynamic height is computed by dividing the NAVD 88
 QS0067.geopotential number by the normal gravity value computed on the
 QS0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0067.degrees latitude (g = 980.6199 gals.).
 QS0067
 QS0067.The modeled gravity was interpolated from observed gravity values.
 QS0067
 QS0067;                    North         East    Units  Estimated Accuracy
 QS0067;SPC SD N     -   212,600.      594,640.      MT  (+/- 180 meters Scaled)
 QS0067
 QS0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR168664(NAD 83)
 QS0067
 QS0067                          SUPERSEDED SURVEY CONTROL
 QS0067
 QS0067  NGVD 29 (??/??/92)  511.933  (m)         1679.57   (f) ADJ UNCH    2 0
 QS0067
 QS0067.Superseded values are not recommended for survey control.
 QS0067
 QS0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0067.See file dsdata.pdf to determine how the superseded data were derived.
 QS0067
 QS0067_MARKER: DB = BENCH MARK DISK
 QS0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0067_STAMPING: T 294 1940
 QS0067_MARK LOGO: CGS
 QS0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0067+STABILITY: SURFACE MOTION
 QS0067
 QS0067  HISTORY     - Date     Condition        Report By
 QS0067  HISTORY     - 1940     MONUMENTED       CGS
 QS0067  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0067
 QS0067                          STATION DESCRIPTION
 QS0067
 QS0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0067'1.3 MI N FROM MOUND CITY.
 QS0067'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MOUND CITY,
 QS0067'CAMPBELL COUNTY, AT A FARM ROAD, 49.6 FEET WEST OF THE CENTER
 QS0067'LINE OF THE HIGHWAY, 13 FEET NORTHWEST OF THE NORTH END OF A
 QS0067'METAL PIPE CULVERT UNDER THE ROAD, AND 0.3 FOOT NORTH OF A WHITE
 QS0067'POST.  A STANDARD DISK, STAMPED T 294 1940 AND SET IN THE TOP
 QS0067'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0067
 QS0067                          STATION RECOVERY (1997)
 QS0067
 QS0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0067'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0331 ***********************************************************************
 PS0331  DESIGNATION -  T 295
 PS0331  PID         -  PS0331
 PS0331  STATE/COUNTY-  SD/HYDE
 PS0331  COUNTRY     -  US
 PS0331  USGS QUAD   -  HIGHMORE (2017)
 PS0331
 PS0331                         *CURRENT SURVEY CONTROL
 PS0331  ______________________________________________________________________
 PS0331* NAD 83(1986) POSITION- 44 32 32.     (N) 099 26 28.     (W)   SCALED
 PS0331* NAVD 88 ORTHO HEIGHT -   561.071 (meters)     1840.78  (feet) ADJUSTED
 PS0331  ______________________________________________________________________
 PS0331  GEOID HEIGHT    -        -23.816 (meters)                     GEOID18
 PS0331  DYNAMIC HEIGHT  -        560.962 (meters)     1840.42  (feet) COMP
 PS0331  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 PS0331
 PS0331  VERT ORDER      -  SECOND    CLASS 0
 PS0331
 PS0331.The horizontal coordinates were scaled from a map and have
 PS0331.an estimated accuracy of +/- 6 seconds.
 PS0331
 PS0331.The orthometric height was determined by differential leveling and
 PS0331.adjusted by the NATIONAL GEODETIC SURVEY
 PS0331.in June 1991.
 PS0331
 PS0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0331.GEOID18 height accuracy estimate available here.
 PS0331
 PS0331.Click photographs - Photos may exist for this station.
 PS0331
 PS0331.The dynamic height is computed by dividing the NAVD 88
 PS0331.geopotential number by the normal gravity value computed on the
 PS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0331.degrees latitude (g = 980.6199 gals.).
 PS0331
 PS0331.The modeled gravity was interpolated from observed gravity values.
 PS0331
 PS0331;                    North         East    Units  Estimated Accuracy
 PS0331;SPC SD N     -    78,930.      644,420.      MT  (+/- 180 meters Scaled)
 PS0331
 PS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ649321(NAD 83)
 PS0331
 PS0331                          SUPERSEDED SURVEY CONTROL
 PS0331
 PS0331  NGVD 29 (??/??/92)  560.712  (m)         1839.60   (f) ADJ UNCH    2 0
 PS0331
 PS0331.Superseded values are not recommended for survey control.
 PS0331
 PS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0331.See file dsdata.pdf to determine how the superseded data were derived.
 PS0331
 PS0331_MARKER: DB = BENCH MARK DISK
 PS0331_SETTING: 80 = SET IN A BOULDER
 PS0331_STAMPING: T 295 1940
 PS0331_MARK LOGO: CGS
 PS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0331+STABILITY: SURFACE MOTION
 PS0331
 PS0331  HISTORY     - Date     Condition        Report By
 PS0331  HISTORY     - 1940     MONUMENTED       CGS
 PS0331  HISTORY     - 1940     GOOD             CGS
 PS0331  HISTORY     - 1984     MARK NOT FOUND   NGS
 PS0331
 PS0331                          STATION DESCRIPTION
 PS0331
 PS0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0331'1.4 MI N FROM HIGHMORE.
 PS0331'1.4 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0331'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT A
 PS0331'FARM ENTRANCE, 89 FEET EAST OF THE CENTERLINE OF THE SENECA
 PS0331'ROAD, 43 FEET NORTH OF THE CENTER OF THE FARM GATE, IN THE TOP
 PS0331'OF A LARGE GRANITE BOULDER PROJECTING 4 INCHES ABOVE THE
 PS0331'GROUND, AND 1.4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 PS0331'STANDARD DISK, STAMPED T 295 1940.
 PS0331
 PS0331                          STATION RECOVERY (1984)
 PS0331
 PS0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0344 ***********************************************************************
 OR0344  DESIGNATION -  T 296
 OR0344  PID         -  OR0344
 OR0344  STATE/COUNTY-  SD/GREGORY
 OR0344  COUNTRY     -  US
 OR0344  USGS QUAD   -  BONESTEEL (2017)
 OR0344
 OR0344                         *CURRENT SURVEY CONTROL
 OR0344  ______________________________________________________________________
 OR0344* NAD 83(1986) POSITION- 43 03 47.     (N) 098 55 11.     (W)   SCALED
 OR0344* NAVD 88 ORTHO HEIGHT -   590.656 (meters)     1937.84  (feet) ADJUSTED
 OR0344  ______________________________________________________________________
 OR0344  GEOID HEIGHT    -        -25.986 (meters)                     GEOID18
 OR0344  DYNAMIC HEIGHT  -        590.440 (meters)     1937.14  (feet) COMP
 OR0344  MODELED GRAVITY -    980,235.5   (mgal)                       NAVD 88
 OR0344
 OR0344  VERT ORDER      -  FIRST     CLASS II
 OR0344
 OR0344.The horizontal coordinates were scaled from a map and have
 OR0344.an estimated accuracy of +/- 6 seconds.
 OR0344
 OR0344.The orthometric height was determined by differential leveling and
 OR0344.adjusted by the NATIONAL GEODETIC SURVEY
 OR0344.in June 1991.
 OR0344
 OR0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0344.GEOID18 height accuracy estimate available here.
 OR0344
 OR0344.Click photographs - Photos may exist for this station.
 OR0344
 OR0344.The dynamic height is computed by dividing the NAVD 88
 OR0344.geopotential number by the normal gravity value computed on the
 OR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0344.degrees latitude (g = 980.6199 gals.).
 OR0344
 OR0344.The modeled gravity was interpolated from observed gravity values.
 OR0344
 OR0344;                    North         East    Units  Estimated Accuracy
 OR0344;SPC SD S     -    82,050.      715,140.      MT  (+/- 180 meters Scaled)
 OR0344
 OR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN065678(NAD 83)
 OR0344
 OR0344                          SUPERSEDED SURVEY CONTROL
 OR0344
 OR0344  NGVD 29 (??/??/92)  590.336  (m)         1936.79   (f) ADJ UNCH    1 2
 OR0344
 OR0344.Superseded values are not recommended for survey control.
 OR0344
 OR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0344.See file dsdata.pdf to determine how the superseded data were derived.
 OR0344
 OR0344_MARKER: DB = BENCH MARK DISK
 OR0344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0344_SP_SET: CULVERT HEADWALL
 OR0344_STAMPING: T 296 1940
 OR0344_MARK LOGO: CGS
 OR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0344+STABILITY: SURFACE MOTION
 OR0344
 OR0344  HISTORY     - Date     Condition        Report By
 OR0344  HISTORY     - 1940     MONUMENTED       CGS
 OR0344  HISTORY     - 1949     GOOD             CGS
 OR0344  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0344  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0344
 OR0344                          STATION DESCRIPTION
 OR0344
 OR0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0344'1.9 MI SE FROM BONESTEEL.
 OR0344'1.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0344'FROM THE STATION AT BONESTEEL, GREGORY COUNTY, 52.5 FEET EAST
 OR0344'OF MILEPOST 119, AT CONCRETE PIPE CULVERT F 292, IN THE TOP OF
 OR0344'THE SOUTHWEST HEAD WALL, 18.4 FEET SOUTHWEST OF THE SOUTHWEST
 OR0344'RAIL, AND 1.6 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 OR0344'STANDARD DISK, STAMPED T 296 1940.
 OR0344
 OR0344                          STATION RECOVERY (1949)
 OR0344
 OR0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0344'RECOVERED IN GOOD CONDITION.
 OR0344
 OR0344                          STATION RECOVERY (1993)
 OR0344
 OR0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0344'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0344
 OR0344                          STATION RECOVERY (2013)
 OR0344
 OR0344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0279 ***********************************************************************
 QS0279  DESIGNATION -  T 298
 QS0279  PID         -  QS0279
 QS0279  STATE/COUNTY-  SD/DEWEY
 QS0279  COUNTRY     -  US
 QS0279  USGS QUAD   -  VIRGINIA (2017)
 QS0279
 QS0279                         *CURRENT SURVEY CONTROL
 QS0279  ______________________________________________________________________
 QS0279* NAD 83(1986) POSITION- 45 14 27.     (N) 100 33 57.     (W)   SCALED
 QS0279* NAVD 88 ORTHO HEIGHT -   532.328 (meters)     1746.48  (feet) ADJUSTED
 QS0279  ______________________________________________________________________
 QS0279  GEOID HEIGHT    -        -21.954 (meters)                     GEOID18
 QS0279  DYNAMIC HEIGHT  -        532.257 (meters)     1746.25  (feet) COMP
 QS0279  MODELED GRAVITY -    980,465.4   (mgal)                       NAVD 88
 QS0279
 QS0279  VERT ORDER      -  SECOND    CLASS 0
 QS0279
 QS0279.The horizontal coordinates were scaled from a map and have
 QS0279.an estimated accuracy of +/- 6 seconds.
 QS0279
 QS0279.The orthometric height was determined by differential leveling and
 QS0279.adjusted by the NATIONAL GEODETIC SURVEY
 QS0279.in June 1991.
 QS0279
 QS0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0279.GEOID18 height accuracy estimate available here.
 QS0279
 QS0279.Click photographs - Photos may exist for this station.
 QS0279
 QS0279.The dynamic height is computed by dividing the NAVD 88
 QS0279.geopotential number by the normal gravity value computed on the
 QS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0279.degrees latitude (g = 980.6199 gals.).
 QS0279
 QS0279.The modeled gravity was interpolated from observed gravity values.
 QS0279
 QS0279;                    North         East    Units  Estimated Accuracy
 QS0279;SPC SD N     -   156,560.      555,580.      MT  (+/- 180 meters Scaled)
 QS0279
 QS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR771108(NAD 83)
 QS0279
 QS0279                          SUPERSEDED SURVEY CONTROL
 QS0279
 QS0279  NGVD 29 (??/??/92)  531.934  (m)         1745.19   (f) ADJ UNCH    2 0
 QS0279
 QS0279.Superseded values are not recommended for survey control.
 QS0279
 QS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0279.See file dsdata.pdf to determine how the superseded data were derived.
 QS0279
 QS0279_MARKER: DB = BENCH MARK DISK
 QS0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0279_STAMPING: T 298 1940
 QS0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0279+STABILITY: SURFACE MOTION
 QS0279
 QS0279  HISTORY     - Date     Condition        Report By
 QS0279  HISTORY     - 1940     MONUMENTED       CGS
 QS0279
 QS0279                          STATION DESCRIPTION
 QS0279
 QS0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0279'7.2 MI SE FROM PROMISE.
 QS0279'ABOUT 7.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0279'PAUL AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY
 QS0279'COUNTY, AT MILEPOST 20, ABOUT 5 POLES SOUTHEAST OF A ROAD
 QS0279'CROSSING, 90 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK,
 QS0279'5 FEET NORTHWEST OF A POLE, AND 1 FOOT SOUTHEAST OF A WHITE
 QS0279'REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED T
 QS0279'298 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0279'ABOUT 0.3 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0479 ***********************************************************************
 QS0479  DESIGNATION -  T 30
 QS0479  PID         -  QS0479
 QS0479  STATE/COUNTY-  SD/DEWEY
 QS0479  COUNTRY     -  US
 QS0479  USGS QUAD   -  ISABEL (2017)
 QS0479
 QS0479                         *CURRENT SURVEY CONTROL
 QS0479  ______________________________________________________________________
 QS0479* NAD 83(1986) POSITION- 45 23 18.     (N) 101 23 04.     (W)   SCALED
 QS0479* NAVD 88 ORTHO HEIGHT -   720.779 (meters)     2364.76  (feet) ADJUSTED
 QS0479  ______________________________________________________________________
 QS0479  GEOID HEIGHT    -        -20.659 (meters)                     GEOID18
 QS0479  DYNAMIC HEIGHT  -        720.668 (meters)     2364.39  (feet) COMP
 QS0479  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 QS0479
 QS0479  VERT ORDER      -  FIRST     CLASS II
 QS0479
 QS0479.The horizontal coordinates were scaled from a map and have
 QS0479.an estimated accuracy of +/- 6 seconds.
 QS0479
 QS0479.The orthometric height was determined by differential leveling and
 QS0479.adjusted by the NATIONAL GEODETIC SURVEY
 QS0479.in June 1991.
 QS0479
 QS0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0479.GEOID18 height accuracy estimate available here.
 QS0479
 QS0479.Click photographs - Photos may exist for this station.
 QS0479
 QS0479.The dynamic height is computed by dividing the NAVD 88
 QS0479.geopotential number by the normal gravity value computed on the
 QS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0479.degrees latitude (g = 980.6199 gals.).
 QS0479
 QS0479.The modeled gravity was interpolated from observed gravity values.
 QS0479
 QS0479;                    North         East    Units  Estimated Accuracy
 QS0479;SPC SD N     -   173,730.      491,590.      MT  (+/- 180 meters Scaled)
 QS0479
 QS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR133288(NAD 83)
 QS0479
 QS0479                          SUPERSEDED SURVEY CONTROL
 QS0479
 QS0479  NGVD 29 (??/??/92)  720.330  (m)         2363.28   (f) ADJ UNCH    1 2
 QS0479
 QS0479.Superseded values are not recommended for survey control.
 QS0479
 QS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0479.See file dsdata.pdf to determine how the superseded data were derived.
 QS0479
 QS0479_MARKER: DB = BENCH MARK DISK
 QS0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0479_STAMPING: T 30 1934
 QS0479_MARK LOGO: CGS
 QS0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0479+STABILITY: SURFACE MOTION
 QS0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0479+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0479
 QS0479  HISTORY     - Date     Condition        Report By
 QS0479  HISTORY     - 1934     MONUMENTED       CGS
 QS0479  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0479  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0479  HISTORY     - 19990622 GOOD             NGS
 QS0479
 QS0479                          STATION DESCRIPTION
 QS0479
 QS0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0479'2.7 MI E FROM ISABEL.
 QS0479'ABOUT 2.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0479'AND PACIFIC RAILROAD FROM ISABEL, DEWEY COUNTY, ABOUT 35 YARDS
 QS0479'NORTH OF MILEPOST 56, ABOUT 48 YARDS NORTHEAST OF IRON PIPE
 QS0479'CULVERT 1701, AND ABOUT 19 YARDS NORTHWEST OF THE CENTER LINE OF
 QS0479'THE TRACK.  A STANDARD DISK, STAMPED T 30 1934 AND SET IN THE TOP
 QS0479'OF A CONCRETE POST.
 QS0479
 QS0479                          STATION RECOVERY (1976)
 QS0479
 QS0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0479'MARK NOT FOUND.
 QS0479
 QS0479                          STATION RECOVERY (1985)
 QS0479
 QS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0479'NOT RECOVERED.
 QS0479
 QS0479                          STATION RECOVERY (1999)
 QS0479
 QS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0479'4.8 KM (3.00 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0479'IN ISABEL, THENCE 1.4 KM (0.85 MI) SOUTHWESTERLY ALONG A RAILROAD
 QS0479'GRADE (TRACK REMOVED), 43.9 M (144.0 FT) NORTH OF THE CENTER OF A
 QS0479'DITCH ACROSS THE RAILROAD GRADE, 16.3 M (53.5 FT) NORTHWEST OF THE
 QS0479'GRADE CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE GRADE, 0.2 M (0.7
 QS0479'FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 QS0479'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 QS0479'JOHN DEAN BOLDT, PO BOX 332, ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0506 ***********************************************************************
 OR0506  DESIGNATION -  T 300
 OR0506  PID         -  OR0506
 OR0506  STATE/COUNTY-  SD/BRULE
 OR0506  COUNTRY     -  US
 OR0506  USGS QUAD   -  BIJOU HILLS (2017)
 OR0506
 OR0506                         *CURRENT SURVEY CONTROL
 OR0506  ______________________________________________________________________
 OR0506* NAD 83(1986) POSITION- 43 35 10.     (N) 099 13 52.     (W)   SCALED
 OR0506* NAVD 88 ORTHO HEIGHT -   552.087 (meters)     1811.31  (feet) ADJUSTED
 OR0506  ______________________________________________________________________
 OR0506  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 OR0506  DYNAMIC HEIGHT  -        551.912 (meters)     1810.73  (feet) COMP
 OR0506  MODELED GRAVITY -    980,285.4   (mgal)                       NAVD 88
 OR0506
 OR0506  VERT ORDER      -  SECOND    CLASS 0
 OR0506
 OR0506.The horizontal coordinates were scaled from a map and have
 OR0506.an estimated accuracy of +/- 6 seconds.
 OR0506
 OR0506.The orthometric height was determined by differential leveling and
 OR0506.adjusted by the NATIONAL GEODETIC SURVEY
 OR0506.in June 1991.
 OR0506
 OR0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0506.GEOID18 height accuracy estimate available here.
 OR0506
 OR0506.Click photographs - Photos may exist for this station.
 OR0506
 OR0506.The dynamic height is computed by dividing the NAVD 88
 OR0506.geopotential number by the normal gravity value computed on the
 OR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0506.degrees latitude (g = 980.6199 gals.).
 OR0506
 OR0506.The modeled gravity was interpolated from observed gravity values.
 OR0506
 OR0506;                    North         East    Units  Estimated Accuracy
 OR0506;SPC SD S     -   139,760.      689,010.      MT  (+/- 180 meters Scaled)
 OR0506
 OR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP813259(NAD 83)
 OR0506
 OR0506                          SUPERSEDED SURVEY CONTROL
 OR0506
 OR0506  NGVD 29 (??/??/92)  551.73   (m)         1810.1    (f) COMPUTED    2 0
 OR0506
 OR0506.Superseded values are not recommended for survey control.
 OR0506
 OR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0506.See file dsdata.pdf to determine how the superseded data were derived.
 OR0506
 OR0506_MARKER: DB = BENCH MARK DISK
 OR0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0506_STAMPING: T 300 1945
 OR0506_MARK LOGO: CGS
 OR0506_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0506+STABILITY: SURFACE MOTION
 OR0506
 OR0506  HISTORY     - Date     Condition        Report By
 OR0506  HISTORY     - 1945     MONUMENTED       CGS
 OR0506
 OR0506                          STATION DESCRIPTION
 OR0506
 OR0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0506'19.9 MI SE FROM CHAMBERLAIN.
 OR0506'19.9 MILES SOUTHEAST TO REACH FROM THE POST OFFICE AT CHAMBERLAIN
 OR0506'GO SOUTH 2 BLOCKS, THENCE SOUTHEASTERLY 2.7 MILES ALONG U.S.
 OR0506'HIGHWAY NO. 16, THENCE SOUTH 10.1 MILES ALONG A GRAVELED ROAD,
 OR0506'THENCE EAST 3.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 3.0
 OR0506'MILES ALONG A GRADED DIRT ROAD, THENCE EAST 1.0 MILE ALONG A
 OR0506'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION
 OR0506'OF TWO DIRT ROADS, 33.5 FEET NORTH OF AND ABOUT LEVEL WITH THE
 OR0506'CENTER LINE OF THE EAST-WEST ROAD, 48.0 FEET WEST OF THE CENTER
 OR0506'LINE OF THE NORTH-SOUTH ROAD, 15.0 FEET WEST OF A FENCE CORNER,
 OR0506'1.0 FOOT NORTH OF A FENCE AND 3.0 FEET EAST OF A 4 X 4 MARKER
 OR0506'POST.  AN IRON DISK STAMPED T 300 1945 SET IN THE TOP OF A
 OR0506'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0507 ***********************************************************************
 OR0507  DESIGNATION -  T 300 RESET
 OR0507  PID         -  OR0507
 OR0507  STATE/COUNTY-  SD/BRULE
 OR0507  COUNTRY     -  US
 OR0507  USGS QUAD   -  BIJOU HILLS (2017)
 OR0507
 OR0507                         *CURRENT SURVEY CONTROL
 OR0507  ______________________________________________________________________
 OR0507* NAD 83(1986) POSITION- 43 35 10.     (N) 099 13 52.     (W)   SCALED
 OR0507* NAVD 88 ORTHO HEIGHT -   552.03  (+/-2cm)     1811.1   (feet) VERTCON3
 OR0507  ______________________________________________________________________
 OR0507  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 OR0507  VERT ORDER      -  THIRD (See Below)
 OR0507
 OR0507.The horizontal coordinates were scaled from a map and have
 OR0507.an estimated accuracy of +/- 6 seconds.
 OR0507
 OR0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0507
 OR0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0507.GEOID18 height accuracy estimate available here.
 OR0507
 OR0507.The vertical order pertains to the NGVD 29 superseded value.
 OR0507
 OR0507.Click photographs - Photos may exist for this station.
 OR0507
 OR0507;                    North         East    Units  Estimated Accuracy
 OR0507;SPC SD S     -   139,760.      689,010.      MT  (+/- 180 meters Scaled)
 OR0507
 OR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP813259(NAD 83)
 OR0507
 OR0507                          SUPERSEDED SURVEY CONTROL
 OR0507
 OR0507  NGVD 29 (??/??/??)  551.68   (m)         1810.0    (f) RESET       3  
 OR0507
 OR0507.Superseded values are not recommended for survey control.
 OR0507
 OR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0507.See file dsdata.pdf to determine how the superseded data were derived.
 OR0507
 OR0507_MARKER: DB = BENCH MARK DISK
 OR0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0507_STAMPING: T 300 RESET 1949
 OR0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0507+STABILITY: SURFACE MOTION
 OR0507
 OR0507  HISTORY     - Date     Condition        Report By
 OR0507  HISTORY     - 1949     MONUMENTED       SDHD
 OR0507  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0507
 OR0507                          STATION DESCRIPTION
 OR0507
 OR0507'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 OR0507'19.9 MI SE FROM CHAMBERLAIN.
 OR0507'19.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0507'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0507'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0507'10.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST ALONG
 OR0507'A GRADED DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT
 OR0507'ROAD, AND THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD.  IT IS
 OR0507'AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 50 FEET NORTH
 OR0507'OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 38 FEET WEST
 OR0507'OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND SET IN THE
 OR0507'TOP OF A CONCRETE POST.
 OR0507
 OR0507                          STATION RECOVERY (1974)
 OR0507
 OR0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0694 ***********************************************************************
 OR0694  DESIGNATION -  T 301
 OR0694  PID         -  OR0694
 OR0694  STATE/COUNTY-  SD/CHARLES MIX
 OR0694  COUNTRY     -  US
 OR0694  USGS QUAD   -  ACADEMY (2017)
 OR0694
 OR0694                         *CURRENT SURVEY CONTROL
 OR0694  ______________________________________________________________________
 OR0694* NAD 83(1986) POSITION- 43 23 03.     (N) 099 02 42.     (W)   SCALED
 OR0694* NAVD 88 ORTHO HEIGHT -   521.327 (meters)     1710.39  (feet) ADJUSTED
 OR0694  ______________________________________________________________________
 OR0694  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 OR0694  DYNAMIC HEIGHT  -        521.154 (meters)     1709.82  (feet) COMP
 OR0694  MODELED GRAVITY -    980,273.4   (mgal)                       NAVD 88
 OR0694
 OR0694  VERT ORDER      -  FIRST     CLASS II
 OR0694
 OR0694.The horizontal coordinates were scaled from a map and have
 OR0694.an estimated accuracy of +/- 6 seconds.
 OR0694
 OR0694.The orthometric height was determined by differential leveling and
 OR0694.adjusted by the NATIONAL GEODETIC SURVEY
 OR0694.in June 1991.
 OR0694
 OR0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0694.GEOID18 height accuracy estimate available here.
 OR0694
 OR0694.Click photographs - Photos may exist for this station.
 OR0694
 OR0694.The dynamic height is computed by dividing the NAVD 88
 OR0694.geopotential number by the normal gravity value computed on the
 OR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0694.degrees latitude (g = 980.6199 gals.).
 OR0694
 OR0694.The modeled gravity was interpolated from observed gravity values.
 OR0694
 OR0694;                    North         East    Units  Estimated Accuracy
 OR0694;SPC SD S     -   117,550.      704,380.      MT  (+/- 180 meters Scaled)
 OR0694
 OR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP963034(NAD 83)
 OR0694
 OR0694                          SUPERSEDED SURVEY CONTROL
 OR0694
 OR0694  NGVD 29 (??/??/92)  520.98   (m)         1709.2    (f) COMPUTED    1 2
 OR0694
 OR0694.Superseded values are not recommended for survey control.
 OR0694
 OR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0694.See file dsdata.pdf to determine how the superseded data were derived.
 OR0694
 OR0694_MARKER: DB = BENCH MARK DISK
 OR0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0694_STAMPING: T 301 1945
 OR0694_MARK LOGO: CGS
 OR0694_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0694+STABILITY: SURFACE MOTION
 OR0694
 OR0694  HISTORY     - Date     Condition        Report By
 OR0694  HISTORY     - 1945     MONUMENTED       CGS
 OR0694  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0694
 OR0694                          STATION DESCRIPTION
 OR0694
 OR0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0694'10.2 MI W FROM PLATTE.
 OR0694'TO REACH FROM THE POST OFFICE AT PLATTE GO SOUTH 0.2 MILE ALONG
 OR0694'MAIN STREET, THENCE WEST 10.0 MILES ALONG A GRAVELED ROAD TO SITE
 OR0694'OF MARK, BENCH MARK IS AT THE SOUTHWEST CORNER OF A SCHOOL HOUSE
 OR0694'YARD, 90.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 OR0694'HOUSE, 45.0 FEET NORTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER
 OR0694'LINE OF THE ROAD, 8.0 FEET NORTH OF A FENCE CORNER AND 2.0 FEET
 OR0694'NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED T 301 1945
 OR0694'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 OR0694'GROUND.
 OR0694
 OR0694                          STATION RECOVERY (2013)
 OR0694
 OR0694'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OR0694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0695 ***********************************************************************
 OR0695  DESIGNATION -  T 301 RESET
 OR0695  PID         -  OR0695
 OR0695  STATE/COUNTY-  SD/CHARLES MIX
 OR0695  COUNTRY     -  US
 OR0695  USGS QUAD   -  ACADEMY (2017)
 OR0695
 OR0695                         *CURRENT SURVEY CONTROL
 OR0695  ______________________________________________________________________
 OR0695* NAD 83(1986) POSITION- 43 23 03.     (N) 099 02 42.     (W)   SCALED
 OR0695* NAVD 88 ORTHO HEIGHT -   520.68  (+/-2cm)     1708.3   (feet) VERTCON3
 OR0695  ______________________________________________________________________
 OR0695  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 OR0695  VERT ORDER      -  THIRD (See Below)
 OR0695
 OR0695.The horizontal coordinates were scaled from a map and have
 OR0695.an estimated accuracy of +/- 6 seconds.
 OR0695
 OR0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0695
 OR0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0695.GEOID18 height accuracy estimate available here.
 OR0695
 OR0695.The vertical order pertains to the NGVD 29 superseded value.
 OR0695
 OR0695.Click photographs - Photos may exist for this station.
 OR0695
 OR0695;                    North         East    Units  Estimated Accuracy
 OR0695;SPC SD S     -   117,550.      704,380.      MT  (+/- 180 meters Scaled)
 OR0695
 OR0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP963034(NAD 83)
 OR0695
 OR0695                          SUPERSEDED SURVEY CONTROL
 OR0695
 OR0695  NGVD 29 (??/??/??)  520.32   (m)         1707.1    (f) RESET       3  
 OR0695
 OR0695.Superseded values are not recommended for survey control.
 OR0695
 OR0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0695.See file dsdata.pdf to determine how the superseded data were derived.
 OR0695
 OR0695_MARKER: DB = BENCH MARK DISK
 OR0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0695_STAMPING: T 301 RESET 1963
 OR0695_MARK LOGO: CGS
 OR0695_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0695+STABILITY: SURFACE MOTION
 OR0695
 OR0695  HISTORY     - Date     Condition        Report By
 OR0695  HISTORY     - 1963     MONUMENTED       CGS
 OR0695
 OR0695                          STATION DESCRIPTION
 OR0695
 OR0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0695'10 MI W FROM PLATTE.
 OR0695'10.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION WITH
 OR0695'MAIN STREET IN PLATTE, CHARLES MIX COUNTY, IN THE NORTHWEST ANGLE
 OR0695'OF CROSSROADS AT THE FORMER SITE OF A RURAL SCHOOL 140 FEET NORTH
 OR0695'OF THE CENTERLINE OF THE HIGHWAY 34 FEET WEST OF THE CENTERLINE
 OR0695'OF THE NORTH-SOUTH ROAD 2 FEET SOUTH OF A METAL WITNESS POST
 OR0695'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0696 ***********************************************************************
 OR0696  DESIGNATION -  T 301 RESET
 OR0696  PID         -  OR0696
 OR0696  STATE/COUNTY-  SD/CHARLES MIX
 OR0696  COUNTRY     -  US
 OR0696  USGS QUAD   -  ACADEMY (2017)
 OR0696
 OR0696                         *CURRENT SURVEY CONTROL
 OR0696  ______________________________________________________________________
 OR0696* NAD 83(1986) POSITION- 43 23 03.     (N) 099 02 42.     (W)   SCALED
 OR0696* NAVD 88 ORTHO HEIGHT -   520.78  (+/-2cm)     1708.6   (feet) VERTCON3
 OR0696  ______________________________________________________________________
 OR0696  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 OR0696  VERT ORDER      -  THIRD (See Below)
 OR0696
 OR0696.The horizontal coordinates were scaled from a map and have
 OR0696.an estimated accuracy of +/- 6 seconds.
 OR0696
 OR0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0696
 OR0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0696.GEOID18 height accuracy estimate available here.
 OR0696
 OR0696.The vertical order pertains to the NGVD 29 superseded value.
 OR0696
 OR0696.Click photographs - Photos may exist for this station.
 OR0696
 OR0696;                    North         East    Units  Estimated Accuracy
 OR0696;SPC SD S     -   117,550.      704,380.      MT  (+/- 180 meters Scaled)
 OR0696
 OR0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP963034(NAD 83)
 OR0696
 OR0696                          SUPERSEDED SURVEY CONTROL
 OR0696
 OR0696  NGVD 29 (??/??/??)  520.43   (m)         1707.4    (f) RESET       3  
 OR0696
 OR0696.Superseded values are not recommended for survey control.
 OR0696
 OR0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0696.See file dsdata.pdf to determine how the superseded data were derived.
 OR0696
 OR0696_MARKER: DB = BENCH MARK DISK
 OR0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0696_STAMPING: T 301 RESET 1967
 OR0696_MARK LOGO: CGS
 OR0696_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0696+STABILITY: SURFACE MOTION
 OR0696
 OR0696  HISTORY     - Date     Condition        Report By
 OR0696  HISTORY     - 1967     MONUMENTED       LOCENG
 OR0696
 OR0696                          STATION DESCRIPTION
 OR0696
 OR0696'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OR0696'10.1 MI W FROM PLATTE.
 OR0696'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET, THENCE 10 MILES WEST ALONG
 OR0696'STATE HIGHWAYS 44 AND 50 FROM THE POST OFFICE AT PLATTE, 103 FEET
 OR0696'NORTH AND 102 FEET WEST OF THE INTERSECTION OF THE NORTH AND SOUTH
 OR0696'ROAD, 2 FEET SOUTH OF A RED STEEL WITNESS POST, 3 FEET NORTH OF
 OR0696'A FENCE LINE, ABOUT 0.5 FOOT HIGHER THAN THE ROAD, AND SET IN
 OR0696'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0472 ***********************************************************************
 OR0472  DESIGNATION -  T 302
 OR0472  PID         -  OR0472
 OR0472  STATE/COUNTY-  SD/LYMAN
 OR0472  COUNTRY     -  US
 OR0472  USGS QUAD   -  IONA (2017)
 OR0472
 OR0472                         *CURRENT SURVEY CONTROL
 OR0472  ______________________________________________________________________
 OR0472* NAD 83(1986) POSITION- 43 34 08.30   (N) 099 25 29.23   (W)   HD_HELD1
 OR0472* NAVD 88 ORTHO HEIGHT -   537.942 (meters)     1764.90  (feet) ADJUSTED
 OR0472  ______________________________________________________________________
 OR0472  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 OR0472  DYNAMIC HEIGHT  -        537.772 (meters)     1764.34  (feet) COMP
 OR0472  MODELED GRAVITY -    980,286.6   (mgal)                       NAVD 88
 OR0472
 OR0472  VERT ORDER      -  SECOND    CLASS 0
 OR0472
 OR0472.The horizontal coordinates were determined by differentially corrected
 OR0472.hand held GPS observations or other comparable positioning techniques
 OR0472.and have an estimated accuracy of +/- 3 meters.
 OR0472
 OR0472.The orthometric height was determined by differential leveling and
 OR0472.adjusted by the NATIONAL GEODETIC SURVEY
 OR0472.in June 1991.
 OR0472
 OR0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0472.GEOID18 height accuracy estimate available here.
 OR0472
 OR0472.Click photographs - Photos may exist for this station.
 OR0472
 OR0472.The dynamic height is computed by dividing the NAVD 88
 OR0472.geopotential number by the normal gravity value computed on the
 OR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0472.degrees latitude (g = 980.6199 gals.).
 OR0472
 OR0472.The modeled gravity was interpolated from observed gravity values.
 OR0472
 OR0472;                    North         East    Units  Estimated Accuracy
 OR0472;SPC SD S     -   137,669.8     673,388.3     MT  (+/- 3 meters HH1 GPS) 
 OR0472
 OR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6569724088(NAD 83)
 OR0472
 OR0472                          SUPERSEDED SURVEY CONTROL
 OR0472
 OR0472  NGVD 29 (??/??/92)  537.614  (m)         1763.82   (f) ADJ UNCH    2 0
 OR0472
 OR0472.Superseded values are not recommended for survey control.
 OR0472
 OR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0472.See file dsdata.pdf to determine how the superseded data were derived.
 OR0472
 OR0472_MARKER: DB = BENCH MARK DISK
 OR0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0472_STAMPING: T 302 1945
 OR0472_MARK LOGO: CGS
 OR0472_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0472+STABILITY: SURFACE MOTION
 OR0472
 OR0472  HISTORY     - Date     Condition        Report By
 OR0472  HISTORY     - 1945     MONUMENTED       CGS
 OR0472  HISTORY     - 1984     GOOD             NGS
 OR0472
 OR0472                          STATION DESCRIPTION
 OR0472
 OR0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0472'1.8 MI N FROM IONA.
 OR0472'1.8 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0472'IONA, LYMAN COUNTY, 0.2 MILE SOUTH OF A T-ROAD LEADING EAST,
 OR0472'108 FEET NORTHEAST OF THE NORTH POST OF A GUARDRAIL FENCE, 48
 OR0472'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A
 OR0472'FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 OR0472'LOWER THAN THE HIGHWAY.  AN IRON BENCH MARK DISK, STAMPED T 302
 OR0472'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0472'6 INCHES ABOVE GROUND.
 OR0472
 OR0472                          STATION RECOVERY (1984)
 OR0472
 OR0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0138 ***********************************************************************
 PT0138  DESIGNATION -  T 303
 PT0138  PID         -  PT0138
 PT0138  STATE/COUNTY-  SD/HUGHES
 PT0138  COUNTRY     -  US
 PT0138  USGS QUAD   -  PIERRE NE (2017)
 PT0138
 PT0138                         *CURRENT SURVEY CONTROL
 PT0138  ______________________________________________________________________
 PT0138* NAD 83(1986) POSITION- 44 22 56.     (N) 100 18 34.     (W)   SCALED
 PT0138* NAVD 88 ORTHO HEIGHT -   543.762 (meters)     1783.99  (feet) ADJUSTED
 PT0138  ______________________________________________________________________
 PT0138  GEOID HEIGHT    -        -23.412 (meters)                     GEOID18
 PT0138  DYNAMIC HEIGHT  -        543.653 (meters)     1783.63  (feet) COMP
 PT0138  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 PT0138
 PT0138  VERT ORDER      -  FIRST     CLASS II
 PT0138
 PT0138.This mark is at Pierre Airport (PIR)
 PT0138
 PT0138.The horizontal coordinates were scaled from a map and have
 PT0138.an estimated accuracy of +/- 6 seconds.
 PT0138
 PT0138.The orthometric height was determined by differential leveling and
 PT0138.adjusted by the NATIONAL GEODETIC SURVEY
 PT0138.in June 1991.
 PT0138
 PT0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0138.GEOID18 height accuracy estimate available here.
 PT0138
 PT0138.Click photographs - Photos may exist for this station.
 PT0138
 PT0138.The dynamic height is computed by dividing the NAVD 88
 PT0138.geopotential number by the normal gravity value computed on the
 PT0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0138.degrees latitude (g = 980.6199 gals.).
 PT0138
 PT0138.The modeled gravity was interpolated from observed gravity values.
 PT0138
 PT0138;                    North         East    Units  Estimated Accuracy
 PT0138;SPC SD S     -   227,620.      601,900.      MT  (+/- 180 meters Scaled)
 PT0138
 PT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ956151(NAD 83)
 PT0138
 PT0138                          SUPERSEDED SURVEY CONTROL
 PT0138
 PT0138  NGVD 29 (??/??/92)  543.383  (m)         1782.75   (f) ADJ UNCH    1 2
 PT0138
 PT0138.Superseded values are not recommended for survey control.
 PT0138
 PT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0138.See file dsdata.pdf to determine how the superseded data were derived.
 PT0138
 PT0138_MARKER: DB = BENCH MARK DISK
 PT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0138_STAMPING: T 303 1945
 PT0138_MARK LOGO: CGS
 PT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0138+STABILITY: SURFACE MOTION
 PT0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0138+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1986
 PT0138
 PT0138  HISTORY     - Date     Condition        Report By
 PT0138  HISTORY     - 1945     MONUMENTED       CGS
 PT0138  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0138  HISTORY     - 19860930 MARK NOT FOUND   NGS
 PT0138
 PT0138                          STATION DESCRIPTION
 PT0138
 PT0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 PT0138'2.7 MI NE FROM PIERRE.
 PT0138'AT THE PIERRE ARMY AIR FIELD, AT THE WEST AND MAIN GATE TO FIELD,
 PT0138'65.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GATEHOUSE,
 PT0138'68.0 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE DRIVE,
 PT0138'100.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1.0
 PT0138'FOOT SOUTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 MARKER POST.
 PT0138'A BRONZE DISK STAMPED T 303 1945 SET IN THE TOP OF A CONCRETE
 PT0138'POST WHICH PROJECTS 1 INCH ABOVE GROUND.
 PT0138
 PT0138                          STATION RECOVERY (1973)
 PT0138
 PT0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0138'MARK NOT FOUND.
 PT0138
 PT0138                          STATION RECOVERY (1986)
 PT0138
 PT0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0138'NOT FOUND AND CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0166 ***********************************************************************
 QS0166  DESIGNATION -  T 304
 QS0166  PID         -  QS0166
 QS0166  STATE/COUNTY-  SD/DEWEY
 QS0166  COUNTRY     -  US
 QS0166  USGS QUAD   -  MOREAU SE (2017)
 QS0166
 QS0166                         *CURRENT SURVEY CONTROL
 QS0166  ______________________________________________________________________
 QS0166* NAD 83(1986) POSITION- 45 17 47.     (N) 100 20 08.     (W)   SCALED
 QS0166* NAVD 88 ORTHO HEIGHT -   542.198 (meters)     1778.86  (feet) ADJUSTED
 QS0166  ______________________________________________________________________
 QS0166  GEOID HEIGHT    -        -22.070 (meters)                     GEOID18
 QS0166  DYNAMIC HEIGHT  -        542.136 (meters)     1778.66  (feet) COMP
 QS0166  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 QS0166
 QS0166  VERT ORDER      -  SECOND    CLASS 0
 QS0166
 QS0166.The horizontal coordinates were scaled from a map and have
 QS0166.an estimated accuracy of +/- 6 seconds.
 QS0166
 QS0166.The orthometric height was determined by differential leveling and
 QS0166.adjusted by the NATIONAL GEODETIC SURVEY
 QS0166.in June 1991.
 QS0166
 QS0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0166.GEOID18 height accuracy estimate available here.
 QS0166
 QS0166.Click photographs - Photos may exist for this station.
 QS0166
 QS0166.The dynamic height is computed by dividing the NAVD 88
 QS0166.geopotential number by the normal gravity value computed on the
 QS0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0166.degrees latitude (g = 980.6199 gals.).
 QS0166
 QS0166.The modeled gravity was interpolated from observed gravity values.
 QS0166
 QS0166;                    North         East    Units  Estimated Accuracy
 QS0166;SPC SD N     -   162,630.      573,680.      MT  (+/- 180 meters Scaled)
 QS0166
 QS0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR952167(NAD 83)
 QS0166
 QS0166                          SUPERSEDED SURVEY CONTROL
 QS0166
 QS0166  NGVD 29 (??/??/92)  541.834  (m)         1777.67   (f) ADJ UNCH    2 0
 QS0166
 QS0166.Superseded values are not recommended for survey control.
 QS0166
 QS0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0166.See file dsdata.pdf to determine how the superseded data were derived.
 QS0166
 QS0166_MARKER: DB = BENCH MARK DISK
 QS0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0166_STAMPING: T 304 1945
 QS0166_MARK LOGO: CGS
 QS0166_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0166+STABILITY: SURFACE MOTION
 QS0166
 QS0166  HISTORY     - Date     Condition        Report By
 QS0166  HISTORY     - 1945     MONUMENTED       CGS
 QS0166
 QS0166                          STATION DESCRIPTION
 QS0166
 QS0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0166'24.5 MI NW FROM CHEYENNE AGENCY.
 QS0166'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0166'WESTERLY 24.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0166'MARK IS ON THE WEST SIDE OF A DEEP CUT, 39.5 FEET WEST OF AND ABOUT
 QS0166'1.0 FOOT LOWER THAN CENTERLINE OF ROAD, 92.5 FEET NORTHWEST
 QS0166'OF THE NORTH END OF A GUARD RAIL FENCE, 33.0 FEET NORTHEAST
 QS0166'OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  AN
 QS0166'IRON DISK STAMPED T 304 1945 IS SET IN THE TOP OF A CONCRETE
 QS0166'POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0294 ***********************************************************************
 QS0294  DESIGNATION -  T 305
 QS0294  PID         -  QS0294
 QS0294  STATE/COUNTY-  SD/DEWEY
 QS0294  COUNTRY     -  US
 QS0294  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 QS0294
 QS0294                         *CURRENT SURVEY CONTROL
 QS0294  ______________________________________________________________________
 QS0294* NAD 83(1986) POSITION- 45 22 35.00   (N) 100 30 47.14   (W)   HD_HELD1
 QS0294* NAVD 88 ORTHO HEIGHT -   496.919 (meters)     1630.31  (feet) ADJUSTED
 QS0294  ______________________________________________________________________
 QS0294  GEOID HEIGHT    -        -21.822 (meters)                     GEOID18
 QS0294  DYNAMIC HEIGHT  -        496.869 (meters)     1630.14  (feet) COMP
 QS0294  MODELED GRAVITY -    980,498.8   (mgal)                       NAVD 88
 QS0294
 QS0294  VERT ORDER      -  SECOND    CLASS 0
 QS0294
 QS0294.The horizontal coordinates were determined by differentially corrected
 QS0294.hand held GPS observations or other comparable positioning techniques
 QS0294.and have an estimated accuracy of +/- 3 meters.
 QS0294
 QS0294.The orthometric height was determined by differential leveling and
 QS0294.adjusted by the NATIONAL GEODETIC SURVEY
 QS0294.in June 1991.
 QS0294
 QS0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0294.GEOID18 height accuracy estimate available here.
 QS0294
 QS0294.Click photographs - Photos may exist for this station.
 QS0294
 QS0294.The dynamic height is computed by dividing the NAVD 88
 QS0294.geopotential number by the normal gravity value computed on the
 QS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0294.degrees latitude (g = 980.6199 gals.).
 QS0294
 QS0294.The modeled gravity was interpolated from observed gravity values.
 QS0294
 QS0294;                    North         East    Units  Estimated Accuracy
 QS0294;SPC SD N     -   171,597.8     559,811.9     MT  (+/- 3 meters HH1 GPS) 
 QS0294
 QS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8152825877(NAD 83)
 QS0294
 QS0294                          SUPERSEDED SURVEY CONTROL
 QS0294
 QS0294  NGVD 29 (??/??/92)  496.550  (m)         1629.10   (f) ADJ UNCH    2 0
 QS0294
 QS0294.Superseded values are not recommended for survey control.
 QS0294
 QS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0294.See file dsdata.pdf to determine how the superseded data were derived.
 QS0294
 QS0294_MARKER: DB = BENCH MARK DISK
 QS0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0294_STAMPING: T 305 1945
 QS0294_MARK LOGO: CGS
 QS0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0294+STABILITY: SURFACE MOTION
 QS0294
 QS0294  HISTORY     - Date     Condition        Report By
 QS0294  HISTORY     - 1945     MONUMENTED       CGS
 QS0294
 QS0294                          STATION DESCRIPTION
 QS0294
 QS0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0294'7.4 MI NE FROM PROMISE.
 QS0294'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0294'RAILROAD STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A
 QS0294'DIRT ROAD, THENCE EASTERLY 5.5 MILES ALONG A GRAVELED ROAD
 QS0294'TO SITE OF MARK, BENCH MARK IS 34.0 FEET SOUTH OF AND ABOUT 1.0
 QS0294'FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 10.0 FEET EAST
 QS0294'OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES SOUTH OF
 QS0294'ROAD, 3.0 FEET WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 QS0294'STAMPED T 305 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 QS0294'PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0004 ***********************************************************************
 QS0004  DESIGNATION -  T 306
 QS0004  PID         -  QS0004
 QS0004  STATE/COUNTY-  SD/CORSON
 QS0004  COUNTRY     -  US
 QS0004  USGS QUAD   -  KENEL (2017)
 QS0004
 QS0004                         *CURRENT SURVEY CONTROL
 QS0004  ______________________________________________________________________
 QS0004* NAD 83(1986) POSITION- 45 52 21.     (N) 100 28 14.     (W)   SCALED
 QS0004* NAVD 88 ORTHO HEIGHT -   533.042 (meters)     1748.82  (feet) ADJUSTED
 QS0004  ______________________________________________________________________
 QS0004  GEOID HEIGHT    -        -21.657 (meters)                     GEOID18
 QS0004  DYNAMIC HEIGHT  -        533.011 (meters)     1748.72  (feet) COMP
 QS0004  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 QS0004
 QS0004  VERT ORDER      -  FIRST     CLASS II
 QS0004
 QS0004.The horizontal coordinates were scaled from a map and have
 QS0004.an estimated accuracy of +/- 6 seconds.
 QS0004
 QS0004.The orthometric height was determined by differential leveling and
 QS0004.adjusted by the NATIONAL GEODETIC SURVEY
 QS0004.in June 1991.
 QS0004
 QS0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0004.GEOID18 height accuracy estimate available here.
 QS0004
 QS0004.Click photographs - Photos may exist for this station.
 QS0004
 QS0004.The dynamic height is computed by dividing the NAVD 88
 QS0004.geopotential number by the normal gravity value computed on the
 QS0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0004.degrees latitude (g = 980.6199 gals.).
 QS0004
 QS0004.The modeled gravity was interpolated from observed gravity values.
 QS0004
 QS0004;                    North         East    Units  Estimated Accuracy
 QS0004;SPC SD N     -   226,720.      563,460.      MT  (+/- 180 meters Scaled)
 QS0004
 QS0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR858809(NAD 83)
 QS0004
 QS0004                          SUPERSEDED SURVEY CONTROL
 QS0004
 QS0004  NGVD 29 (??/??/92)  532.661  (m)         1747.57   (f) ADJ UNCH    1 2
 QS0004
 QS0004.Superseded values are not recommended for survey control.
 QS0004
 QS0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0004.See file dsdata.pdf to determine how the superseded data were derived.
 QS0004
 QS0004_MARKER: DB = BENCH MARK DISK
 QS0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0004_STAMPING: T 306 1945
 QS0004_MARK LOGO: CGS
 QS0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0004+STABILITY: SURFACE MOTION
 QS0004
 QS0004  HISTORY     - Date     Condition        Report By
 QS0004  HISTORY     - 1945     MONUMENTED       CGS
 QS0004  HISTORY     - 1953     GOOD             CGS
 QS0004
 QS0004                          STATION DESCRIPTION
 QS0004
 QS0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0004'3.3 MI S FROM KENEL.
 QS0004'ABOUT 3.3 MILES SOUTH OF THE GOVERNMENT SCHOOL AT KENEL, SOUTH
 QS0004'DAKOTA ALONG A GRADED DIRT ROAD.  44.6 FEET EAST OF THE CENTER
 QS0004'LINE OF THE DIRT ROAD, 10.5 FEET WEST OF A TELEPHONE POLE, AN
 QS0004'IRON DISK SET IN THE TOP OF A CONCRETE MONUMENT NEAR A 4 X 4
 QS0004'INCH WHITE WOODEN WITNESS POST STAMPED T 306 1945.  NOTE-- 1964
 QS0004'REPORT-- THE TOWN OF KENEL HAS BEEN MOVED 5.0 MILE SOUTH ALONG
 QS0004'A GRAVEL ROAD FROM ITS ORIGINAL SITE.  THE FOUNDATIONS OF ITS
 QS0004'OLD BUILDINGS STILL REMAIN.
 QS0004
 QS0004                          STATION RECOVERY (1953)
 QS0004
 QS0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0366 ***********************************************************************
 QS0366  DESIGNATION -  T 307
 QS0366  PID         -  QS0366
 QS0366  STATE/COUNTY-  SD/CORSON
 QS0366  COUNTRY     -  US
 QS0366  USGS QUAD   -  MCLAUGHLIN NE (2017)
 QS0366
 QS0366                         *CURRENT SURVEY CONTROL
 QS0366  ______________________________________________________________________
 QS0366* NAD 83(1986) POSITION- 45 52 37.     (N) 100 51 59.     (W)   SCALED
 QS0366* NAVD 88 ORTHO HEIGHT -   622.869 (meters)     2043.53  (feet) ADJUSTED
 QS0366  ______________________________________________________________________
 QS0366  GEOID HEIGHT    -        -21.073 (meters)                     GEOID18
 QS0366  DYNAMIC HEIGHT  -        622.816 (meters)     2043.36  (feet) COMP
 QS0366  MODELED GRAVITY -    980,509.6   (mgal)                       NAVD 88
 QS0366
 QS0366  VERT ORDER      -  SECOND    CLASS 0
 QS0366
 QS0366.The horizontal coordinates were scaled from a map and have
 QS0366.an estimated accuracy of +/- 6 seconds.
 QS0366
 QS0366.The orthometric height was determined by differential leveling and
 QS0366.adjusted by the NATIONAL GEODETIC SURVEY
 QS0366.in June 1991.
 QS0366
 QS0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0366.GEOID18 height accuracy estimate available here.
 QS0366
 QS0366.Click photographs - Photos may exist for this station.
 QS0366
 QS0366.The dynamic height is computed by dividing the NAVD 88
 QS0366.geopotential number by the normal gravity value computed on the
 QS0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0366.degrees latitude (g = 980.6199 gals.).
 QS0366
 QS0366.The modeled gravity was interpolated from observed gravity values.
 QS0366
 QS0366;                    North         East    Units  Estimated Accuracy
 QS0366;SPC SD N     -   227,460.      532,740.      MT  (+/- 180 meters Scaled)
 QS0366
 QS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR551820(NAD 83)
 QS0366
 QS0366                          SUPERSEDED SURVEY CONTROL
 QS0366
 QS0366  NGVD 29 (??/??/92)  622.444  (m)         2042.14   (f) ADJ UNCH    2 0
 QS0366
 QS0366.Superseded values are not recommended for survey control.
 QS0366
 QS0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0366.See file dsdata.pdf to determine how the superseded data were derived.
 QS0366
 QS0366_MARKER: DB = BENCH MARK DISK
 QS0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0366_STAMPING: T 307 1945
 QS0366_MARK LOGO: CGS
 QS0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0366+STABILITY: SURFACE MOTION
 QS0366
 QS0366  HISTORY     - Date     Condition        Report By
 QS0366  HISTORY     - 1945     MONUMENTED       CGS
 QS0366
 QS0366                          STATION DESCRIPTION
 QS0366
 QS0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0366'3.6 MI S FROM MAPLE LEAF.
 QS0366'3.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0366'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON COUNTY, 0.4 MILE
 QS0366'NORTH OF TRESTLE AA 504, 200 YARDS NORTH OF AN EAST-AND-WEST
 QS0366'FENCE LINE, 75 FEET SOUTH OF A POLE, 48.4 FEET WEST OF THE CENTER
 QS0366'LINE OF THE TRACK, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 QS0366'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACKS.
 QS0366'A STANDARD DISK, STAMPED T 307 1945 AND SET IN THE TOP OF A
 QS0366'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0175 ***********************************************************************
 PT0175  DESIGNATION -  T 308
 PT0175  PID         -  PT0175
 PT0175  STATE/COUNTY-  SD/HUGHES
 PT0175  COUNTRY     -  US
 PT0175  USGS QUAD   -  PIERRE NE (2017)
 PT0175
 PT0175                         *CURRENT SURVEY CONTROL
 PT0175  ______________________________________________________________________
 PT0175* NAD 83(1986) POSITION- 44 22 55.     (N) 100 20 45.     (W)   SCALED
 PT0175* NAVD 88 ORTHO HEIGHT -   511.332 (meters)     1677.60  (feet) ADJUSTED
 PT0175  ______________________________________________________________________
 PT0175  GEOID HEIGHT    -        -23.399 (meters)                     GEOID18
 PT0175  DYNAMIC HEIGHT  -        511.234 (meters)     1677.27  (feet) COMP
 PT0175  MODELED GRAVITY -    980,408.7   (mgal)                       NAVD 88
 PT0175
 PT0175  VERT ORDER      -  FIRST     CLASS II
 PT0175
 PT0175.The horizontal coordinates were scaled from a map and have
 PT0175.an estimated accuracy of +/- 6 seconds.
 PT0175
 PT0175.The orthometric height was determined by differential leveling and
 PT0175.adjusted by the NATIONAL GEODETIC SURVEY
 PT0175.in June 1991.
 PT0175
 PT0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0175.GEOID18 height accuracy estimate available here.
 PT0175
 PT0175.Click photographs - Photos may exist for this station.
 PT0175
 PT0175.The dynamic height is computed by dividing the NAVD 88
 PT0175.geopotential number by the normal gravity value computed on the
 PT0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0175.degrees latitude (g = 980.6199 gals.).
 PT0175
 PT0175.The modeled gravity was interpolated from observed gravity values.
 PT0175
 PT0175;                    North         East    Units  Estimated Accuracy
 PT0175;SPC SD S     -   227,590.      599,000.      MT  (+/- 180 meters Scaled)
 PT0175
 PT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ927151(NAD 83)
 PT0175
 PT0175                          SUPERSEDED SURVEY CONTROL
 PT0175
 PT0175  NGVD 29 (??/??/92)  510.955  (m)         1676.36   (f) ADJ UNCH    1 2
 PT0175
 PT0175.Superseded values are not recommended for survey control.
 PT0175
 PT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0175.See file dsdata.pdf to determine how the superseded data were derived.
 PT0175
 PT0175_MARKER: DB = BENCH MARK DISK
 PT0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0175_STAMPING: T 308 1946
 PT0175_MARK LOGO: CGS
 PT0175_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0175+STABILITY: SURFACE MOTION
 PT0175
 PT0175  HISTORY     - Date     Condition        Report By
 PT0175  HISTORY     - 1946     MONUMENTED       CGS
 PT0175  HISTORY     - 1949     GOOD             CGS
 PT0175  HISTORY     - 1951     GOOD             CGS
 PT0175
 PT0175                          STATION DESCRIPTION
 PT0175
 PT0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0175'1.1 MI NE FROM PIERRE.
 PT0175'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0175'AT PIERRE, AT THE CITY WATER RESERVOIR, 110 FEET SOUTHEAST
 PT0175'OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTH OF A TELEPHONE
 PT0175'POLE, 3.0 FEET NORTH OF A FENCE CORNER, 2.0 FEET SOUTH OF A
 PT0175'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0175'0.4 FOOT ABOVE THE GROUND.
 PT0175
 PT0175                          STATION RECOVERY (1951)
 PT0175
 PT0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0245 ***********************************************************************
 QT0245  DESIGNATION -  T 31
 QT0245  PID         -  QT0245
 QT0245  STATE/COUNTY-  SD/HARDING
 QT0245  COUNTRY     -  US
 QT0245  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 QT0245
 QT0245                         *CURRENT SURVEY CONTROL
 QT0245  ______________________________________________________________________
 QT0245* NAD 83(1986) POSITION- 45 32 42.     (N) 103 16 42.     (W)   SCALED
 QT0245* NAVD 88 ORTHO HEIGHT -   923.199 (meters)     3028.86  (feet) ADJUSTED
 QT0245  ______________________________________________________________________
 QT0245  GEOID HEIGHT    -        -16.290 (meters)                     GEOID18
 QT0245  DYNAMIC HEIGHT  -        923.048 (meters)     3028.37  (feet) COMP
 QT0245  MODELED GRAVITY -    980,421.3   (mgal)                       NAVD 88
 QT0245
 QT0245  VERT ORDER      -  FIRST     CLASS II
 QT0245
 QT0245.The horizontal coordinates were scaled from a map and have
 QT0245.an estimated accuracy of +/- 6 seconds.
 QT0245
 QT0245.The orthometric height was determined by differential leveling and
 QT0245.adjusted by the NATIONAL GEODETIC SURVEY
 QT0245.in June 1991.
 QT0245
 QT0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0245.GEOID18 height accuracy estimate available here.
 QT0245
 QT0245.Click photographs - Photos may exist for this station.
 QT0245
 QT0245.The dynamic height is computed by dividing the NAVD 88
 QT0245.geopotential number by the normal gravity value computed on the
 QT0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0245.degrees latitude (g = 980.6199 gals.).
 QT0245
 QT0245.The modeled gravity was interpolated from observed gravity values.
 QT0245
 QT0245;                    North         East    Units  Estimated Accuracy
 QT0245;SPC SD N     -   195,390.      344,050.      MT  (+/- 180 meters Scaled)
 QT0245
 QT0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL344449(NAD 83)
 QT0245
 QT0245                          SUPERSEDED SURVEY CONTROL
 QT0245
 QT0245  NGVD 29 (??/??/92)  922.723  (m)         3027.30   (f) ADJ UNCH    1 2
 QT0245
 QT0245.Superseded values are not recommended for survey control.
 QT0245
 QT0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0245.See file dsdata.pdf to determine how the superseded data were derived.
 QT0245
 QT0245_MARKER: DB = BENCH MARK DISK
 QT0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0245_STAMPING: T 31 1934
 QT0245_MARK LOGO: CGS
 QT0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0245+STABILITY: SURFACE MOTION
 QT0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0245+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0245
 QT0245  HISTORY     - Date     Condition        Report By
 QT0245  HISTORY     - 1934     MONUMENTED       CGS
 QT0245  HISTORY     - 1941     GOOD             CGS
 QT0245  HISTORY     - 1971     MARK NOT FOUND   USGS
 QT0245  HISTORY     - 19990527 GOOD             NGS
 QT0245
 QT0245                          STATION DESCRIPTION
 QT0245
 QT0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0245'10.2 MI W FROM REVA.
 QT0245'10.2 MILES WEST ALONG STATE HIGHWAY 8 FROM REVA, HARDING COUNTY,
 QT0245'AT THE TOP OF A HIGH NORTHWEST-AND-SOUTHEAST DIVIDE, AND 63
 QT0245'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 QT0245'STAMPED T 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0245'NOTE-- DESCRIPTION PUTS MARK IN BORROW DITCH.
 QT0245
 QT0245                          STATION RECOVERY (1971)
 QT0245
 QT0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QT0245'MARK NOT FOUND.
 QT0245
 QT0245                          STATION RECOVERY (1999)
 QT0245
 QT0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0245'15.8 KM (9.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QT0245'IN REVA, 637.1 M (2090.2 FT) EAST OF MILEPOST 42, 106.1 M (348.1 FT)
 QT0245'NORTH OF THE HIGHWAY CENTERLINE, 75.9 M (249.0 FT) NORTH OF A WITNESS
 QT0245'POST AND FENCE, 22.1 M (72.5 FT) NORTHWEST OF A UTILITY POLE, 19.3 M
 QT0245'(63.3 FT) NORTH OF THE CENTER OF AN ABANDONED ROAD BED, 3.0 M (9.8 FT)
 QT0245'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QT0245'FT) ABOVE THE GROUND SURFACE.  N0TE--THE MONUMENT IS ON PROPERTY OWNED
 QT0245'BY GORDON HELMS, HC 65 BOX 16, REVA, SD 56751.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0370 ***********************************************************************
 PT0370  DESIGNATION -  T 310
 PT0370  PID         -  PT0370
 PT0370  STATE/COUNTY-  SD/SULLY
 PT0370  COUNTRY     -  US
 PT0370  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT0370
 PT0370                         *CURRENT SURVEY CONTROL
 PT0370  ______________________________________________________________________
 PT0370* NAD 83(1986) POSITION- 44 42 21.     (N) 100 34 08.     (W)   SCALED
 PT0370* NAVD 88 ORTHO HEIGHT -   545.771 (meters)     1790.58  (feet) ADJUSTED
 PT0370  ______________________________________________________________________
 PT0370  GEOID HEIGHT    -        -22.495 (meters)                     GEOID18
 PT0370  DYNAMIC HEIGHT  -        545.676 (meters)     1790.27  (feet) COMP
 PT0370  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 PT0370
 PT0370  VERT ORDER      -  SECOND    CLASS 0
 PT0370
 PT0370.The horizontal coordinates were scaled from a map and have
 PT0370.an estimated accuracy of +/- 6 seconds.
 PT0370
 PT0370.The orthometric height was determined by differential leveling and
 PT0370.adjusted by the NATIONAL GEODETIC SURVEY
 PT0370.in June 1991.
 PT0370
 PT0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0370.GEOID18 height accuracy estimate available here.
 PT0370
 PT0370.Click photographs - Photos may exist for this station.
 PT0370
 PT0370.The dynamic height is computed by dividing the NAVD 88
 PT0370.geopotential number by the normal gravity value computed on the
 PT0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0370.degrees latitude (g = 980.6199 gals.).
 PT0370
 PT0370.The modeled gravity was interpolated from observed gravity values.
 PT0370
 PT0370;                    North         East    Units  Estimated Accuracy
 PT0370;SPC SD N     -    97,110.      554,920.      MT  (+/- 180 meters Scaled)
 PT0370
 PT0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ757514(NAD 83)
 PT0370
 PT0370                          SUPERSEDED SURVEY CONTROL
 PT0370
 PT0370  NGVD 29 (??/??/92)  545.387  (m)         1789.32   (f) ADJ UNCH    2 0
 PT0370
 PT0370.Superseded values are not recommended for survey control.
 PT0370
 PT0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0370.See file dsdata.pdf to determine how the superseded data were derived.
 PT0370
 PT0370_MARKER: DB = BENCH MARK DISK
 PT0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0370_STAMPING: T 310 1946
 PT0370_MARK LOGO: CGS
 PT0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0370+STABILITY: SURFACE MOTION
 PT0370
 PT0370  HISTORY     - Date     Condition        Report By
 PT0370  HISTORY     - 1946     MONUMENTED       CGS
 PT0370  HISTORY     - 1984     GOOD             NGS
 PT0370
 PT0370                          STATION DESCRIPTION
 PT0370
 PT0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0370'35.4 MI NW FROM PIERRE.
 PT0370'ALONG A COUNTY ROAD LEADING TO THE DEPARTMENT OF AGRICULTURE,
 PT0370'SOIL CONSERVATION OFFICE AND CAMP, 35.4 MILES NORTHWEST OF
 PT0370'THE POST OFFICE IN PIERRE, 4.2 MILES WEST THENCE 0.5 MILES
 PT0370'NORTH THENCE 1.8 MILES WEST OF GRANDVIEW SCHOOL, AT A CROSS
 PT0370'ROAD AND NEAR A FENCE CORNER, 36 FEET SOUTH OF THE CENTER OF
 PT0370'THE MAIN ROAD, 33 FEET EAST OF THE CENTER OF A CROSS ROAD, 12
 PT0370'FEET EAST OF A CORNER FENCE POST, 2 FEET WEST OF WITNESS POST,
 PT0370'1 FOOT NORTH OF A FENCE.  A STANDARD DISK SET IN TOP OF A CONCRETE
 PT0370'POST.
 PT0370
 PT0370                          STATION RECOVERY (1984)
 PT0370
 PT0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0370'ABOUT 21.3 KM (13.25 MI) NORTH ALONG HIGHWAY 1804 FROM THE EAST END
 PT0370'OF THE OAHE DAM TO, OKOBOJO CREEK, THENCE NORTH ALONG THE HIGHWAY FOR
 PT0370'9.2 KM (5.7 MI) TO A CROSSROAD, THENCE LEFT ALONG GRAVELED ROAD FOR
 PT0370'10.5 KM (6.5 MI), 15.2 M (50 FT) EAST OF CENTER OF DIRT ROAD SOUTH,
 PT0370'10.1 M (33 FT) SOUTH OF CENTER OF GRAVELED ROAD, 4.1 M (13.5 FT) EAST
 PT0370'OF A POWER POLE, 0.75 M (2.5 FT) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0016 ***********************************************************************
 QS0016  DESIGNATION -  T 311
 QS0016  PID         -  QS0016
 QS0016  STATE/COUNTY-  SD/CAMPBELL
 QS0016  COUNTRY     -  US
 QS0016  USGS QUAD   -  POLLOCK (2017)
 QS0016
 QS0016                         *CURRENT SURVEY CONTROL
 QS0016  ______________________________________________________________________
 QS0016* NAD 83(1986) POSITION- 45 52 30.     (N) 100 21 59.     (W)   SCALED
 QS0016* NAVD 88 ORTHO HEIGHT -   481.721 (meters)     1580.45  (feet) ADJUSTED
 QS0016  ______________________________________________________________________
 QS0016  GEOID HEIGHT    -        -21.808 (meters)                     GEOID18
 QS0016  DYNAMIC HEIGHT  -        481.691 (meters)     1580.35  (feet) COMP
 QS0016  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 QS0016
 QS0016  VERT ORDER      -  FIRST     CLASS II
 QS0016
 QS0016.The horizontal coordinates were scaled from a map and have
 QS0016.an estimated accuracy of +/- 6 seconds.
 QS0016
 QS0016.The orthometric height was determined by differential leveling and
 QS0016.adjusted by the NATIONAL GEODETIC SURVEY
 QS0016.in June 1991.
 QS0016
 QS0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0016.GEOID18 height accuracy estimate available here.
 QS0016
 QS0016.Click photographs - Photos may exist for this station.
 QS0016
 QS0016.The dynamic height is computed by dividing the NAVD 88
 QS0016.geopotential number by the normal gravity value computed on the
 QS0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0016.degrees latitude (g = 980.6199 gals.).
 QS0016
 QS0016.The modeled gravity was interpolated from observed gravity values.
 QS0016
 QS0016;                    North         East    Units  Estimated Accuracy
 QS0016;SPC SD N     -   226,950.      571,550.      MT  (+/- 180 meters Scaled)
 QS0016
 QS0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR939810(NAD 83)
 QS0016
 QS0016                          SUPERSEDED SURVEY CONTROL
 QS0016
 QS0016  NGVD 29 (??/??/92)  481.336  (m)         1579.18   (f) ADJ UNCH    1 2
 QS0016
 QS0016.Superseded values are not recommended for survey control.
 QS0016
 QS0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0016.See file dsdata.pdf to determine how the superseded data were derived.
 QS0016
 QS0016_MARKER: DB = BENCH MARK DISK
 QS0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0016_STAMPING: T 311 1945
 QS0016_MARK LOGO: CGS
 QS0016_PROJECTION: FLUSH
 QS0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0016+STABILITY: SURFACE MOTION
 QS0016
 QS0016  HISTORY     - Date     Condition        Report By
 QS0016  HISTORY     - 1945     MONUMENTED       CGS
 QS0016  HISTORY     - 1949     GOOD             CGS
 QS0016  HISTORY     - 1964     GOOD             USGS
 QS0016
 QS0016                          STATION DESCRIPTION
 QS0016
 QS0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0016'7.5 MI SW FROM POLLOCK.
 QS0016'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM R.R. STATION AT POLLOCK,
 QS0016'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 QS0016'ALONG A GRAVELED ROAD, THENCE 4.15 MILES WEST ALONG A GRAVELED
 QS0016'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55
 QS0016'MILE WEST ALONG A GRAVELED ROAD TO THE VANDERBILT SCHOOLHOUSE,
 QS0016'46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF
 QS0016'THE SOUTH ENTRANCE TO THE SCHOOLHOUSE, 31 FEET WEST OF A WIRE
 QS0016'FENCE, 2.0 FEET EAST OF A FLAG POLE, AND SET IN THE TOP OF A
 QS0016'CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  NOTE-- 1964
 QS0016'REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8
 QS0016'MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0016
 QS0016                          STATION RECOVERY (1964)
 QS0016
 QS0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0429 ***********************************************************************
 PS0429  DESIGNATION -  T 312
 PS0429  PID         -  PS0429
 PS0429  STATE/COUNTY-  SD/HUGHES
 PS0429  COUNTRY     -  US
 PS0429  USGS QUAD   -  DE GREY (2017)
 PS0429
 PS0429                         *CURRENT SURVEY CONTROL
 PS0429  ______________________________________________________________________
 PS0429* NAD 83(1986) POSITION- 44 16 49.     (N) 099 54 55.     (W)   SCALED
 PS0429* NAVD 88 ORTHO HEIGHT -   447.733 (meters)     1468.94  (feet) ADJUSTED
 PS0429  ______________________________________________________________________
 PS0429  GEOID HEIGHT    -        -23.940 (meters)                     GEOID18
 PS0429  DYNAMIC HEIGHT  -        447.642 (meters)     1468.64  (feet) COMP
 PS0429  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 PS0429
 PS0429  VERT ORDER      -  FIRST     CLASS II
 PS0429
 PS0429.The horizontal coordinates were scaled from a map and have
 PS0429.an estimated accuracy of +/- 6 seconds.
 PS0429
 PS0429.The orthometric height was determined by differential leveling and
 PS0429.adjusted by the NATIONAL GEODETIC SURVEY
 PS0429.in June 1991.
 PS0429
 PS0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0429.GEOID18 height accuracy estimate available here.
 PS0429
 PS0429.Click photographs - Photos may exist for this station.
 PS0429
 PS0429.The dynamic height is computed by dividing the NAVD 88
 PS0429.geopotential number by the normal gravity value computed on the
 PS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0429.degrees latitude (g = 980.6199 gals.).
 PS0429
 PS0429.The modeled gravity was interpolated from observed gravity values.
 PS0429
 PS0429;                    North         East    Units  Estimated Accuracy
 PS0429;SPC SD S     -   216,380.      633,370.      MT  (+/- 180 meters Scaled)
 PS0429
 PS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ269034(NAD 83)
 PS0429
 PS0429                          SUPERSEDED SURVEY CONTROL
 PS0429
 PS0429  NGVD 29 (??/??/92)  447.396  (m)         1467.83   (f) ADJ UNCH    1 2
 PS0429
 PS0429.Superseded values are not recommended for survey control.
 PS0429
 PS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0429.See file dsdata.pdf to determine how the superseded data were derived.
 PS0429
 PS0429_MARKER: DB = BENCH MARK DISK
 PS0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0429_STAMPING: T 312 1946
 PS0429_MARK LOGO: CGS
 PS0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0429+STABILITY: SURFACE MOTION
 PS0429
 PS0429  HISTORY     - Date     Condition        Report By
 PS0429  HISTORY     - 1946     MONUMENTED       CGS
 PS0429  HISTORY     - 1949     GOOD             CGS
 PS0429
 PS0429                          STATION DESCRIPTION
 PS0429
 PS0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0429'AT DE GREY.
 PS0429'AT DE GREY, HUGHES COUNTY, ON STATE HIGHWAY 34, 400 FEET EAST
 PS0429'OF THE GENERAL STORE AND POST OFFICE, 60 FEET NORTH OF THE CENTER
 PS0429'LINE OF THE HIGHWAY, 8 FEET NORTH OF A FENCE CORNER, 2 FEET
 PS0429'WEST OF THE FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 PS0429'POST.  A STANDARD DISK, STAMPED T 312 1946 AND SET IN THE
 PS0429'TOP OF A CONCRETE POST.
 PS0429
 PS0429                          STATION RECOVERY (1949)
 PS0429
 PS0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0089 ***********************************************************************
 PT0089  DESIGNATION -  T 313
 PT0089  PID         -  PT0089
 PT0089  STATE/COUNTY-  SD/SULLY
 PT0089  COUNTRY     -  US
 PT0089  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0089
 PT0089                         *CURRENT SURVEY CONTROL
 PT0089  ______________________________________________________________________
 PT0089* NAD 83(1986) POSITION- 44 50 17.     (N) 100 17 05.     (W)   SCALED
 PT0089* NAVD 88 ORTHO HEIGHT -   582.363 (meters)     1910.64  (feet) ADJUSTED
 PT0089  ______________________________________________________________________
 PT0089  GEOID HEIGHT    -        -22.677 (meters)                     GEOID18
 PT0089  DYNAMIC HEIGHT  -        582.263 (meters)     1910.31  (feet) COMP
 PT0089  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 PT0089
 PT0089  VERT ORDER      -  SECOND    CLASS 0
 PT0089
 PT0089.The horizontal coordinates were scaled from a map and have
 PT0089.an estimated accuracy of +/- 6 seconds.
 PT0089
 PT0089.The orthometric height was determined by differential leveling and
 PT0089.adjusted by the NATIONAL GEODETIC SURVEY
 PT0089.in June 1991.
 PT0089
 PT0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0089.GEOID18 height accuracy estimate available here.
 PT0089
 PT0089.Click photographs - Photos may exist for this station.
 PT0089
 PT0089.The dynamic height is computed by dividing the NAVD 88
 PT0089.geopotential number by the normal gravity value computed on the
 PT0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0089.degrees latitude (g = 980.6199 gals.).
 PT0089
 PT0089.The modeled gravity was interpolated from observed gravity values.
 PT0089
 PT0089;                    North         East    Units  Estimated Accuracy
 PT0089;SPC SD N     -   111,690.      577,490.      MT  (+/- 180 meters Scaled)
 PT0089
 PT0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ984657(NAD 83)
 PT0089
 PT0089                          SUPERSEDED SURVEY CONTROL
 PT0089
 PT0089  NGVD 29 (??/??/92)  581.982  (m)         1909.39   (f) ADJ UNCH    2 0
 PT0089
 PT0089.Superseded values are not recommended for survey control.
 PT0089
 PT0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0089.See file dsdata.pdf to determine how the superseded data were derived.
 PT0089
 PT0089_MARKER: DB = BENCH MARK DISK
 PT0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0089_STAMPING: T 313 1946
 PT0089_MARK LOGO: CGS
 PT0089_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0089+STABILITY: SURFACE MOTION
 PT0089
 PT0089  HISTORY     - Date     Condition        Report By
 PT0089  HISTORY     - 1946     MONUMENTED       CGS
 PT0089  HISTORY     - 1964     GOOD             USGS
 PT0089
 PT0089                          STATION DESCRIPTION
 PT0089
 PT0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0089'10.3 MI W FROM AGAR.
 PT0089'TO REACH THE MARK FROM AGAR, GO 10.3 MILES WEST ALONG A GRAVEL
 PT0089'ROAD, TO A SECTION CROSS ROAD, 70 YARDS EAST OF A WHITE AGAR
 PT0089'SIGN, 73.5 FEET SOUTH AND ACROSS THE ROAD FROM A TELEPHONE POLE,
 PT0089'38 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 34 FEET SOUTH
 PT0089'OF THE CENTERLINE OF A GRAVEL ROAD, AND 1 FOOT LOWER, 6 FEET
 PT0089'SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE 4/4 MARKER
 PT0089'POST, AND PROJECTING 3 INCHES ABOVE THE GROUND, NEAR COR. SECS.
 PT0089'19, 24, 25 AND 30, T. 116 N., R.S. 78 AND 79 W.  A STANDARD
 PT0089'DISK SET IN TOP OF A CONCRETE POST.  STAMPED T 313 1946.
 PT0089
 PT0089                          STATION RECOVERY (1964)
 PT0089
 PT0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0484 ***********************************************************************
 PS0484  DESIGNATION -  T 314
 PS0484  PID         -  PS0484
 PS0484  STATE/COUNTY-  SD/HUGHES
 PS0484  COUNTRY     -  US
 PS0484  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 PS0484
 PS0484                         *CURRENT SURVEY CONTROL
 PS0484  ______________________________________________________________________
 PS0484* NAD 83(1986) POSITION- 44 18 32.     (N) 099 39 50.     (W)   SCALED
 PS0484* NAVD 88 ORTHO HEIGHT -   623.794 (meters)     2046.56  (feet) ADJUSTED
 PS0484  ______________________________________________________________________
 PS0484  GEOID HEIGHT    -        -23.957 (meters)                     GEOID18
 PS0484  DYNAMIC HEIGHT  -        623.657 (meters)     2046.11  (feet) COMP
 PS0484  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 PS0484
 PS0484  VERT ORDER      -  SECOND    CLASS 0
 PS0484
 PS0484.The horizontal coordinates were scaled from a map and have
 PS0484.an estimated accuracy of +/- 6 seconds.
 PS0484
 PS0484.The orthometric height was determined by differential leveling and
 PS0484.adjusted by the NATIONAL GEODETIC SURVEY
 PS0484.in June 1991.
 PS0484
 PS0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0484.GEOID18 height accuracy estimate available here.
 PS0484
 PS0484.Click photographs - Photos may exist for this station.
 PS0484
 PS0484.The dynamic height is computed by dividing the NAVD 88
 PS0484.geopotential number by the normal gravity value computed on the
 PS0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0484.degrees latitude (g = 980.6199 gals.).
 PS0484
 PS0484.The modeled gravity was interpolated from observed gravity values.
 PS0484
 PS0484;                    North         East    Units  Estimated Accuracy
 PS0484;SPC SD S     -   219,690.      653,410.      MT  (+/- 180 meters Scaled)
 PS0484
 PS0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ470063(NAD 83)
 PS0484
 PS0484                          SUPERSEDED SURVEY CONTROL
 PS0484
 PS0484  NGVD 29 (??/??/92)  623.445  (m)         2045.42   (f) ADJ UNCH    2 0
 PS0484
 PS0484.Superseded values are not recommended for survey control.
 PS0484
 PS0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0484.See file dsdata.pdf to determine how the superseded data were derived.
 PS0484
 PS0484_MARKER: DB = BENCH MARK DISK
 PS0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0484_STAMPING: T 314 1946
 PS0484_MARK LOGO: CGS
 PS0484_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0484+STABILITY: SURFACE MOTION
 PS0484
 PS0484  HISTORY     - Date     Condition        Report By
 PS0484  HISTORY     - 1946     MONUMENTED       CGS
 PS0484
 PS0484                          STATION DESCRIPTION
 PS0484
 PS0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0484'16 MI NW FROM STEPHAN.
 PS0484'IN HUGHES COUNTY, 16.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.
 PS0484'THIS BENCH MARK MAY BE REACHED FROM THE CHURCH BY GOING 0.5 MILE
 PS0484'NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL
 PS0484'ROAD, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 47, THENCE 7.0
 PS0484'MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH, 1.0 MILE
 PS0484'WEST, 2.0 MILES NORTH, AND 3.0 MILES WEST ALONG A GRAVEL ROAD.
 PS0484'IT IS NEAR THE HUGHES-HYDE COUNTY LINE, 27.9 FEET SOUTH OF THE
 PS0484'CENTER LINE OF THE ROAD, 2.7 FEET SOUTHWEST OF A FENCE CORNER,
 PS0484'2.2 FEET WEST OF THE NORTH-AND-SOUTH FENCE, 1.6 FEET SOUTH OF THE
 PS0484'EAST-AND-WEST FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 PS0484'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED T 314 1946
 PS0484'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 PS0484'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0396 ***********************************************************************
 PS0396  DESIGNATION -  T 315
 PS0396  PID         -  PS0396
 PS0396  STATE/COUNTY-  SD/BUFFALO
 PS0396  COUNTRY     -  US
 PS0396  USGS QUAD   -  BIG BEND DAM (2017)
 PS0396
 PS0396                         *CURRENT SURVEY CONTROL
 PS0396  ______________________________________________________________________
 PS0396* NAD 83(1986) POSITION- 44 04 37.     (N) 099 27 28.     (W)   SCALED
 PS0396* NAVD 88 ORTHO HEIGHT -   430.841 (meters)     1413.52  (feet) ADJUSTED
 PS0396  ______________________________________________________________________
 PS0396  GEOID HEIGHT    -        -24.790 (meters)                     GEOID18
 PS0396  DYNAMIC HEIGHT  -        430.745 (meters)     1413.20  (feet) COMP
 PS0396  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 PS0396
 PS0396  VERT ORDER      -  FIRST     CLASS II
 PS0396
 PS0396.The horizontal coordinates were scaled from a map and have
 PS0396.an estimated accuracy of +/- 6 seconds.
 PS0396
 PS0396.The orthometric height was determined by differential leveling and
 PS0396.adjusted by the NATIONAL GEODETIC SURVEY
 PS0396.in June 1991.
 PS0396
 PS0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0396.GEOID18 height accuracy estimate available here.
 PS0396
 PS0396.Click photographs - Photos may exist for this station.
 PS0396
 PS0396.The dynamic height is computed by dividing the NAVD 88
 PS0396.geopotential number by the normal gravity value computed on the
 PS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0396.degrees latitude (g = 980.6199 gals.).
 PS0396
 PS0396.The modeled gravity was interpolated from observed gravity values.
 PS0396
 PS0396;                    North         East    Units  Estimated Accuracy
 PS0396;SPC SD S     -   194,070.      670,130.      MT  (+/- 180 meters Scaled)
 PS0396
 PS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP633805(NAD 83)
 PS0396
 PS0396                          SUPERSEDED SURVEY CONTROL
 PS0396
 PS0396  NGVD 29 (??/??/92)  430.52   (m)         1412.5    (f) COMPUTED    1 2
 PS0396
 PS0396.Superseded values are not recommended for survey control.
 PS0396
 PS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0396.See file dsdata.pdf to determine how the superseded data were derived.
 PS0396
 PS0396_MARKER: DB = BENCH MARK DISK
 PS0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0396_STAMPING: T 315 1946
 PS0396_MARK LOGO: CGS
 PS0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0396+STABILITY: SURFACE MOTION
 PS0396
 PS0396  HISTORY     - Date     Condition        Report By
 PS0396  HISTORY     - 1946     MONUMENTED       CGS
 PS0396  HISTORY     - 1949     GOOD             CGS
 PS0396
 PS0396                          STATION DESCRIPTION
 PS0396
 PS0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0396'2.5 MI NW FROM FORT THOMPSON.
 PS0396'ALONG A GRAVELED COUNTY ROAD, 2.5 MILES NORTHWEST OF FORT THOMPSON,
 PS0396'1.0 MILE WEST OF JUNCTION WITH STATE HIGHWAY NO. 47, NEAR A
 PS0396'FENCE CORNER, 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 PS0396'BRIDGE, 66 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET SOUTH OF
 PS0396'A CORNER FENCE POST, 3 FEET WEST OF A FENCE, 2 FEET NORTH OF
 PS0396'WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 PS0396
 PS0396                          STATION RECOVERY (1949)
 PS0396
 PS0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1472 ***********************************************************************
 NM1472  DESIGNATION -  T 316
 NM1472  PID         -  NM1472
 NM1472  STATE/COUNTY-  SD/BON HOMME
 NM1472  COUNTRY     -  US
 NM1472  USGS QUAD   -  SPRINGFIELD (2017)
 NM1472
 NM1472                         *CURRENT SURVEY CONTROL
 NM1472  ______________________________________________________________________
 NM1472* NAD 83(1986) POSITION- 42 51 56.16   (N) 097 53 29.20   (W)   HD_HELD1
 NM1472* NAVD 88 ORTHO HEIGHT -   379.574 (meters)     1245.32  (feet) ADJUSTED
 NM1472  ______________________________________________________________________
 NM1472  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 NM1472  DYNAMIC HEIGHT  -        379.449 (meters)     1244.91  (feet) COMP
 NM1472  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 NM1472
 NM1472  VERT ORDER      -  SECOND    CLASS 0
 NM1472
 NM1472.The horizontal coordinates were determined by differentially corrected
 NM1472.hand held GPS observations or other comparable positioning techniques
 NM1472.and have an estimated accuracy of +/- 3 meters.
 NM1472
 NM1472.The orthometric height was determined by differential leveling and
 NM1472.adjusted by the NATIONAL GEODETIC SURVEY
 NM1472.in June 1991.
 NM1472
 NM1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1472.GEOID18 height accuracy estimate available here.
 NM1472
 NM1472.Click photographs - Photos may exist for this station.
 NM1472
 NM1472.The dynamic height is computed by dividing the NAVD 88
 NM1472.geopotential number by the normal gravity value computed on the
 NM1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1472.degrees latitude (g = 980.6199 gals.).
 NM1472
 NM1472.The modeled gravity was interpolated from observed gravity values.
 NM1472
 NM1472;                    North         East    Units  Estimated Accuracy
 NM1472;SPC SD S     -    62,064.0     799,517.2     MT  (+/- 3 meters HH1 GPS) 
 NM1472
 NM1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9055346486(NAD 83)
 NM1472
 NM1472                          SUPERSEDED SURVEY CONTROL
 NM1472
 NM1472  NGVD 29 (??/??/92)  379.352  (m)         1244.59   (f) ADJ UNCH    2 0
 NM1472
 NM1472.Superseded values are not recommended for survey control.
 NM1472
 NM1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1472.See file dsdata.pdf to determine how the superseded data were derived.
 NM1472
 NM1472_MARKER: DB = BENCH MARK DISK
 NM1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1472_STAMPING: T 316 1946
 NM1472_MARK LOGO: CGS
 NM1472_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1472+STABILITY: SURFACE MOTION
 NM1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1472+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2012
 NM1472
 NM1472  HISTORY     - Date     Condition        Report By
 NM1472  HISTORY     - 1946     MONUMENTED       CGS
 NM1472  HISTORY     - 20121102 GOOD             GCT
 NM1472
 NM1472                          STATION DESCRIPTION
 NM1472
 NM1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1472'1 MI N FROM SPRINGFIELD.
 NM1472'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 1.0 MILE
 NM1472'ALONG STATE HIGHWAY NO. 37 TO SITE OF MARK, BENCH MARK IS AT A
 NM1472'T INTERSECTION, ABOUT 52 YARDS NORTH OF THE CENTER LINE OF A ROAD
 NM1472'LEADING EAST, 80.0 FEET EAST OF AND ABOUT 6.0 FEET LOWER THAN
 NM1472'THE CENTER LINE OF THE HIGHWAY, 46.0 FEET SOUTHEAST OF A POWER
 NM1472'POLE, 32.5 FEET SOUTHEAST OF A FENCE CORNER, 1.0 FOOT SOUTHWEST OF A
 NM1472'FENCE AND 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NM1472'DISK STAMPED T 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NM1472'PROJECTS 4 INCHES ABOVE GROUND.
 NM1472
 NM1472                          STATION RECOVERY (2012)
 NM1472
 NM1472'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2012 (HWW)
 NM1472'OPUS DATA AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0402 ***********************************************************************
 OR0402  DESIGNATION -  T 317
 OR0402  PID         -  OR0402
 OR0402  STATE/COUNTY-  SD/BRULE
 OR0402  COUNTRY     -  US
 OR0402  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0402
 OR0402                         *CURRENT SURVEY CONTROL
 OR0402  ______________________________________________________________________
 OR0402* NAD 83(1986) POSITION- 43 48 09.     (N) 099 17 17.     (W)   SCALED
 OR0402* NAVD 88 ORTHO HEIGHT -   445.730 (meters)     1462.37  (feet) ADJUSTED
 OR0402  ______________________________________________________________________
 OR0402  GEOID HEIGHT    -        -25.617 (meters)                     GEOID18
 OR0402  DYNAMIC HEIGHT  -        445.611 (meters)     1461.98  (feet) COMP
 OR0402  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 OR0402
 OR0402  VERT ORDER      -  FIRST     CLASS II
 OR0402
 OR0402.The horizontal coordinates were scaled from a map and have
 OR0402.an estimated accuracy of +/- 6 seconds.
 OR0402
 OR0402.The orthometric height was determined by differential leveling and
 OR0402.adjusted by the NATIONAL GEODETIC SURVEY
 OR0402.in June 1991.
 OR0402
 OR0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0402.GEOID18 height accuracy estimate available here.
 OR0402
 OR0402.Click photographs - Photos may exist for this station.
 OR0402
 OR0402.The dynamic height is computed by dividing the NAVD 88
 OR0402.geopotential number by the normal gravity value computed on the
 OR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0402.degrees latitude (g = 980.6199 gals.).
 OR0402
 OR0402.The modeled gravity was interpolated from observed gravity values.
 OR0402
 OR0402;                    North         East    Units  Estimated Accuracy
 OR0402;SPC SD S     -   163,740.      684,110.      MT  (+/- 180 meters Scaled)
 OR0402
 OR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP768499(NAD 83)
 OR0402
 OR0402                          SUPERSEDED SURVEY CONTROL
 OR0402
 OR0402  NGVD 29 (??/??/92)  445.382  (m)         1461.22   (f) ADJ UNCH    1 2
 OR0402
 OR0402.Superseded values are not recommended for survey control.
 OR0402
 OR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0402.See file dsdata.pdf to determine how the superseded data were derived.
 OR0402
 OR0402_MARKER: DB = BENCH MARK DISK
 OR0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0402_STAMPING: T 317 1946
 OR0402_MARK LOGO: CGS
 OR0402_PROJECTION: FLUSH
 OR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0402+STABILITY: SURFACE MOTION
 OR0402
 OR0402  HISTORY     - Date     Condition        Report By
 OR0402  HISTORY     - 1946     MONUMENTED       CGS
 OR0402  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0402
 OR0402                          STATION DESCRIPTION
 OR0402
 OR0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0402'1.9 MI E FROM CHAMBERLAIN.
 OR0402'1.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0402'RAILROAD FROM THE STATION AT CHAMBERLAIN, 149.0 FEET SOUTHEAST
 OR0402'OF THE 3RD POLE EAST OF MILE POST 439, 166.0 FEET SOUTH OF AND
 OR0402'ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE TRACK, 98.7
 OR0402'FEET SOUTH OF THE RIGHT OF WAY FENCE, 2.5 FEET NORTH OF AN
 OR0402'EAST-WEST FENCE AND 1.5 FEET EAST OF A 4 IN X 4 IN MARKER POST.
 OR0402'A BRONZE DISK STAMPED T 317 1946 SET IN THE TOP OF A CONCRETE
 OR0402'POST FLUSH WITH GROUND.
 OR0402
 OR0402                          STATION RECOVERY (2012)
 OR0402
 OR0402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QU0013 ***********************************************************************
 QU0013  DESIGNATION -  T 32
 QU0013  PID         -  QU0013
 QU0013  STATE/COUNTY-  SD/HARDING
 QU0013  COUNTRY     -  US
 QU0013  USGS QUAD   -  CAPITOL ROCK (2017)
 QU0013
 QU0013                         *CURRENT SURVEY CONTROL
 QU0013  ______________________________________________________________________
 QU0013* NAD 83(1986) POSITION- 45 32 56.3    (N) 104 02 19.6    (W)   HD_HELD2
 QU0013* NAVD 88 ORTHO HEIGHT -   983.226 (meters)     3225.80  (feet) ADJUSTED
 QU0013  ______________________________________________________________________
 QU0013  GEOID HEIGHT    -        -16.072 (meters)                     GEOID18
 QU0013  DYNAMIC HEIGHT  -        983.023 (meters)     3225.13  (feet) COMP
 QU0013  MODELED GRAVITY -    980,375.9   (mgal)                       NAVD 88
 QU0013
 QU0013  VERT ORDER      -  FIRST     CLASS II
 QU0013
 QU0013.The horizontal coordinates were established by autonomous hand held GPS
 QU0013.observations and have an estimated accuracy of +/- 10 meters.
 QU0013
 QU0013.The orthometric height was determined by differential leveling and
 QU0013.adjusted by the NATIONAL GEODETIC SURVEY
 QU0013.in April 2000.
 QU0013
 QU0013.No vertical observational check was made to the station.
 QU0013
 QU0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 QU0013.GEOID18 height accuracy estimate available here.
 QU0013
 QU0013.Click photographs - Photos may exist for this station.
 QU0013
 QU0013.The dynamic height is computed by dividing the NAVD 88
 QU0013.geopotential number by the normal gravity value computed on the
 QU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QU0013.degrees latitude (g = 980.6199 gals.).
 QU0013
 QU0013.The modeled gravity was interpolated from observed gravity values.
 QU0013
 QU0013;                    North         East    Units  Estimated Accuracy
 QU0013;SPC SD N     -   198,516.      284,749.      MT  (+/- 10 meters HH2 GPS)
 QU0013
 QU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL7503244386(NAD 83)
 QU0013
 QU0013                          SUPERSEDED SURVEY CONTROL
 QU0013
 QU0013  NAVD 88 (06/15/91)  983.175  (m)         3225.63   (f) SUPERSEDED  1 2
 QU0013  NGVD 29 (??/??/92)  982.619  (m)         3223.81   (f) ADJ UNCH    1 2
 QU0013
 QU0013.Superseded values are not recommended for survey control.
 QU0013
 QU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QU0013.See file dsdata.pdf to determine how the superseded data were derived.
 QU0013
 QU0013_MARKER: DB = BENCH MARK DISK
 QU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QU0013_STAMPING: T 32 1934
 QU0013_MARK LOGO: CGS
 QU0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 QU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QU0013+STABILITY: SURFACE MOTION
 QU0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QU0013+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 QU0013
 QU0013  HISTORY     - Date     Condition        Report By
 QU0013  HISTORY     - 1934     MONUMENTED       CGS
 QU0013  HISTORY     - 1941     GOOD             CGS
 QU0013  HISTORY     - 19981030 GOOD             NGS
 QU0013  HISTORY     - 20100520 GOOD             GEOCAC
 QU0013
 QU0013                          STATION DESCRIPTION
 QU0013
 QU0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QU0013'3.1 MI W FROM CAMP COOK.
 QU0013'3.1 MILES WEST ALONG STATE HIGHWAY 8 FROM CAMP COOK, ABOUT
 QU0013'258 YARDS EAST OF THE SOUTH DAKOTA-MONTANA STATE LINE, ABOUT
 QU0013'100 YARDS NORTHEAST OF A LOG HOUSE, 84 YARDS EAST OF A BRIDGE
 QU0013'AND 46 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 QU0013'DISK, STAMPED T-32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QU0013
 QU0013                          STATION RECOVERY (1941)
 QU0013
 QU0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QU0013'RECOVERED IN GOOD CONDITION.
 QU0013
 QU0013                          STATION RECOVERY (1998)
 QU0013
 QU0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QU0013'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD 867 FROM THE POST OFFICE
 QU0013'IN CAMP CROOK, THENCE 5.0 KM (3.10 MI) WESTERLY ALONG STATE HIGHWAY
 QU0013'20, 0.2 KM (0.10 MI) EAST OF THE SOUTH DAKOTA-MONTANA STATE LINE,
 QU0013'368.0 M (1207.3 FT) WEST OF MILEPOST 1, 33.7 M (110.6 FT) EAST OF
 QU0013'BENCH MARK 20 000.75, 16.2 M (53.1 FT) WEST OF A FENCE CORNER, 13.3 M
 QU0013'(43.6 FT) NORTH OF THE HIGHWAY CENTER, 2.7 M (8.9 FT) NORTH OF A
 QU0013'WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 QU0013'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 QU0013'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY GORDON ODELL, 2110 VISTA
 QU0013'HILL PLACE, SPEARFISH, SD 57783.
 QU0013
 QU0013                          STATION RECOVERY (2010)
 QU0013
 QU0013'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 QU0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0131 ***********************************************************************
 OS0131  DESIGNATION -  T 320
 OS0131  PID         -  OS0131
 OS0131  STATE/COUNTY-  SD/TODD
 OS0131  COUNTRY     -  US
 OS0131  USGS QUAD   -  LITTLEBURG (2017)
 OS0131
 OS0131                         *CURRENT SURVEY CONTROL
 OS0131  ______________________________________________________________________
 OS0131* NAD 83(1986) POSITION- 43 06 13.     (N) 100 23 29.     (W)   SCALED
 OS0131* NAVD 88 ORTHO HEIGHT -   767.965 (meters)     2519.57  (feet) ADJUSTED
 OS0131  ______________________________________________________________________
 OS0131  GEOID HEIGHT    -        -23.120 (meters)                     GEOID18
 OS0131  DYNAMIC HEIGHT  -        767.664 (meters)     2518.58  (feet) COMP
 OS0131  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 OS0131
 OS0131  VERT ORDER      -  SECOND    CLASS 0
 OS0131
 OS0131.The horizontal coordinates were scaled from a map and have
 OS0131.an estimated accuracy of +/- 6 seconds.
 OS0131
 OS0131.The orthometric height was determined by differential leveling and
 OS0131.adjusted by the NATIONAL GEODETIC SURVEY
 OS0131.in June 1991.
 OS0131
 OS0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0131.GEOID18 height accuracy estimate available here.
 OS0131
 OS0131.Click photographs - Photos may exist for this station.
 OS0131
 OS0131.The dynamic height is computed by dividing the NAVD 88
 OS0131.geopotential number by the normal gravity value computed on the
 OS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0131.degrees latitude (g = 980.6199 gals.).
 OS0131
 OS0131.The modeled gravity was interpolated from observed gravity values.
 OS0131
 OS0131;                    North         East    Units  Estimated Accuracy
 OS0131;SPC SD S     -    85,570.      595,270.      MT  (+/- 180 meters Scaled)
 OS0131
 OS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN867732(NAD 83)
 OS0131
 OS0131                          SUPERSEDED SURVEY CONTROL
 OS0131
 OS0131  NGVD 29 (??/??/92)  767.636  (m)         2518.49   (f) ADJ UNCH    2 0
 OS0131
 OS0131.Superseded values are not recommended for survey control.
 OS0131
 OS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0131.See file dsdata.pdf to determine how the superseded data were derived.
 OS0131
 OS0131_MARKER: DB = BENCH MARK DISK
 OS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0131_STAMPING: T 320 1946
 OS0131_MARK LOGO: CGS
 OS0131_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0131+STABILITY: SURFACE MOTION
 OS0131
 OS0131  HISTORY     - Date     Condition        Report By
 OS0131  HISTORY     - 1946     MONUMENTED       CGS
 OS0131  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0131
 OS0131                          STATION DESCRIPTION
 OS0131
 OS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0131'13.3 MI W FROM KEYAPAHA.
 OS0131'ABOUT 13.3 MILES WEST ALONG A DIRT ROAD FROM THE U.S. POST
 OS0131'OFFICE AT KEYAPAHA, AND AT A FARM ROAD LEADING NORTH, 34 FEET
 OS0131'SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 OS0131'EAST-WEST ROAD, 33 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 OS0131'SOUTH, 12 FEET WEST OF THE CENTER LINE OF THE FARM ROAD LEADING
 OS0131'NORTH, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A
 OS0131'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED T 320 1946 AND
 OS0131'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 OS0131'THE GROUND.
 OS0131
 OS0131                          STATION RECOVERY (1977)
 OS0131
 OS0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0081 ***********************************************************************
 OS0081  DESIGNATION -  T 321
 OS0081  PID         -  OS0081
 OS0081  STATE/COUNTY-  SD/TRIPP
 OS0081  COUNTRY     -  US
 OS0081  USGS QUAD   -  WITTEN SW (2017)
 OS0081
 OS0081                         *CURRENT SURVEY CONTROL
 OS0081  ______________________________________________________________________
 OS0081* NAD 83(1986) POSITION- 43 18 50.     (N) 100 12 21.     (W)   SCALED
 OS0081* NAVD 88 ORTHO HEIGHT -   725.729 (meters)     2381.00  (feet) ADJUSTED
 OS0081  ______________________________________________________________________
 OS0081  GEOID HEIGHT    -        -24.385 (meters)                     GEOID18
 OS0081  DYNAMIC HEIGHT  -        725.459 (meters)     2380.11  (feet) COMP
 OS0081  MODELED GRAVITY -    980,224.2   (mgal)                       NAVD 88
 OS0081
 OS0081  VERT ORDER      -  SECOND    CLASS 0
 OS0081
 OS0081.The horizontal coordinates were scaled from a map and have
 OS0081.an estimated accuracy of +/- 6 seconds.
 OS0081
 OS0081.The orthometric height was determined by differential leveling and
 OS0081.adjusted by the NATIONAL GEODETIC SURVEY
 OS0081.in June 1991.
 OS0081
 OS0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0081.GEOID18 height accuracy estimate available here.
 OS0081
 OS0081.Click photographs - Photos may exist for this station.
 OS0081
 OS0081.The dynamic height is computed by dividing the NAVD 88
 OS0081.geopotential number by the normal gravity value computed on the
 OS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0081.degrees latitude (g = 980.6199 gals.).
 OS0081
 OS0081.The modeled gravity was interpolated from observed gravity values.
 OS0081
 OS0081;                    North         East    Units  Estimated Accuracy
 OS0081;SPC SD S     -   108,940.      610,340.      MT  (+/- 180 meters Scaled)
 OS0081
 OS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN022963(NAD 83)
 OS0081
 OS0081                          SUPERSEDED SURVEY CONTROL
 OS0081
 OS0081  NGVD 29 (??/??/92)  725.362  (m)         2379.79   (f) ADJ UNCH    2 0
 OS0081
 OS0081.Superseded values are not recommended for survey control.
 OS0081
 OS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0081.See file dsdata.pdf to determine how the superseded data were derived.
 OS0081
 OS0081_MARKER: DB = BENCH MARK DISK
 OS0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0081_STAMPING: T 321 1946
 OS0081_MARK LOGO: CGS
 OS0081_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0081+STABILITY: SURFACE MOTION
 OS0081
 OS0081  HISTORY     - Date     Condition        Report By
 OS0081  HISTORY     - 1946     MONUMENTED       CGS
 OS0081
 OS0081                          STATION DESCRIPTION
 OS0081
 OS0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0081'5 MI S FROM CARTER.
 OS0081'ABOUT 5.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0081'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0081'AT CARTER, AND AT THE JUNCTION WITH AN EAST-WEST DIRT ROAD, 37
 OS0081'FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 OS0081'NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE
 OS0081'EAST-WEST ROAD, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 OS0081'CORNER, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 OS0081'STAMPED T 321 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 OS0081'PROJECTS 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0110 ***********************************************************************
 OS0110  DESIGNATION -  T 322
 OS0110  PID         -  OS0110
 OS0110  STATE/COUNTY-  SD/TRIPP
 OS0110  COUNTRY     -  US
 OS0110  USGS QUAD   -  KEYAPAHA (2017)
 OS0110
 OS0110                         *CURRENT SURVEY CONTROL
 OS0110  ______________________________________________________________________
 OS0110* NAD 83(1986) POSITION- 43 02 21.     (N) 100 08 46.     (W)   SCALED
 OS0110* NAVD 88 ORTHO HEIGHT -   736.048 (meters)     2414.85  (feet) ADJUSTED
 OS0110  ______________________________________________________________________
 OS0110  GEOID HEIGHT    -        -23.455 (meters)                     GEOID18
 OS0110  DYNAMIC HEIGHT  -        735.758 (meters)     2413.90  (feet) COMP
 OS0110  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 OS0110
 OS0110  VERT ORDER      -  SECOND    CLASS 0
 OS0110
 OS0110.The horizontal coordinates were scaled from a map and have
 OS0110.an estimated accuracy of +/- 6 seconds.
 OS0110
 OS0110.The orthometric height was determined by differential leveling and
 OS0110.adjusted by the NATIONAL GEODETIC SURVEY
 OS0110.in June 1991.
 OS0110
 OS0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0110.GEOID18 height accuracy estimate available here.
 OS0110
 OS0110.Click photographs - Photos may exist for this station.
 OS0110
 OS0110.The dynamic height is computed by dividing the NAVD 88
 OS0110.geopotential number by the normal gravity value computed on the
 OS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0110.degrees latitude (g = 980.6199 gals.).
 OS0110
 OS0110.The modeled gravity was interpolated from observed gravity values.
 OS0110
 OS0110;                    North         East    Units  Estimated Accuracy
 OS0110;SPC SD S     -    78,430.      615,260.      MT  (+/- 180 meters Scaled)
 OS0110
 OS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN066658(NAD 83)
 OS0110
 OS0110                          SUPERSEDED SURVEY CONTROL
 OS0110
 OS0110  NGVD 29 (??/??/92)  735.719  (m)         2413.77   (f) ADJ UNCH    2 0
 OS0110
 OS0110.Superseded values are not recommended for survey control.
 OS0110
 OS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0110.See file dsdata.pdf to determine how the superseded data were derived.
 OS0110
 OS0110_MARKER: DB = BENCH MARK DISK
 OS0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0110_STAMPING: T 322 1946
 OS0110_MARK LOGO: CGS
 OS0110_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0110+STABILITY: SURFACE MOTION
 OS0110
 OS0110  HISTORY     - Date     Condition        Report By
 OS0110  HISTORY     - 1946     MONUMENTED       CGS
 OS0110
 OS0110                          STATION DESCRIPTION
 OS0110
 OS0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0110'7.5 MI SW FROM KEYAPAHA.
 OS0110'ABOUT 1.5 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0110'KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0
 OS0110'MILE EAST ALONG A DIRT ROAD, AND AT A ROAD INTERSECTION, 54 FEET
 OS0110'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST-WEST
 OS0110'ROAD, 36 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1
 OS0110'FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4
 OS0110'IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED
 OS0110'T 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0050 ***********************************************************************
 OS0050  DESIGNATION -  T 323
 OS0050  PID         -  OS0050
 OS0050  STATE/COUNTY-  SD/MELLETTE
 OS0050  COUNTRY     -  US
 OS0050  USGS QUAD   -  CARTER (2017)
 OS0050
 OS0050                         *CURRENT SURVEY CONTROL
 OS0050  ______________________________________________________________________
 OS0050* NAD 83(1986) POSITION- 43 27 24.     (N) 100 13 29.     (W)   SCALED
 OS0050* NAVD 88 ORTHO HEIGHT -   626.056 (meters)     2053.99  (feet) ADJUSTED
 OS0050  ______________________________________________________________________
 OS0050  GEOID HEIGHT    -        -24.833 (meters)                     GEOID18
 OS0050  DYNAMIC HEIGHT  -        625.833 (meters)     2053.25  (feet) COMP
 OS0050  MODELED GRAVITY -    980,245.0   (mgal)                       NAVD 88
 OS0050
 OS0050  VERT ORDER      -  SECOND    CLASS 0
 OS0050
 OS0050.The horizontal coordinates were scaled from a map and have
 OS0050.an estimated accuracy of +/- 6 seconds.
 OS0050
 OS0050.The orthometric height was determined by differential leveling and
 OS0050.adjusted by the NATIONAL GEODETIC SURVEY
 OS0050.in June 1991.
 OS0050
 OS0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0050.GEOID18 height accuracy estimate available here.
 OS0050
 OS0050.Click photographs - Photos may exist for this station.
 OS0050
 OS0050.The dynamic height is computed by dividing the NAVD 88
 OS0050.geopotential number by the normal gravity value computed on the
 OS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0050.degrees latitude (g = 980.6199 gals.).
 OS0050
 OS0050.The modeled gravity was interpolated from observed gravity values.
 OS0050
 OS0050;                    North         East    Units  Estimated Accuracy
 OS0050;SPC SD S     -   124,800.      608,790.      MT  (+/- 180 meters Scaled)
 OS0050
 OS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP009122(NAD 83)
 OS0050
 OS0050                          SUPERSEDED SURVEY CONTROL
 OS0050
 OS0050  NGVD 29 (??/??/92)  625.674  (m)         2052.73   (f) ADJ UNCH    2 0
 OS0050
 OS0050.Superseded values are not recommended for survey control.
 OS0050
 OS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0050.See file dsdata.pdf to determine how the superseded data were derived.
 OS0050
 OS0050_MARKER: DB = BENCH MARK DISK
 OS0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0050_SP_SET: TOWER BASE
 OS0050_STAMPING: T 323 1946
 OS0050_MARK LOGO: CGS
 OS0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0050
 OS0050  HISTORY     - Date     Condition        Report By
 OS0050  HISTORY     - 1946     MONUMENTED       CGS
 OS0050
 OS0050                          STATION DESCRIPTION
 OS0050
 OS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0050'3.8 MI SE FROM MOSHER.
 OS0050'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OS0050'RAILROAD FROM THE STATION AT MOSHER, 62 FEET SOUTHEAST OF MILEPOST
 OS0050'NO. 195, 21 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE
 OS0050'CENTER LINE OF THE TRACK, AND IN THE TOP OF THE SOUTHWEST CORNER
 OS0050'OF A 5 X 6 FOOT CONCRETE BASE OF AN ABANDONED WATER TOWER,
 OS0050'STAMPED T 323 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0065 ***********************************************************************
 NM0065  DESIGNATION -  T 324
 NM0065  PID         -  NM0065
 NM0065  STATE/COUNTY-  SD/UNION
 NM0065  COUNTRY     -  US
 NM0065  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0065
 NM0065                         *CURRENT SURVEY CONTROL
 NM0065  ______________________________________________________________________
 NM0065* NAD 83(1986) POSITION- 42 30 00.     (N) 096 29 17.     (W)   SCALED
 NM0065* NAVD 88 ORTHO HEIGHT -   333.846 (meters)     1095.29  (feet) ADJUSTED
 NM0065  ______________________________________________________________________
 NM0065  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 NM0065  DYNAMIC HEIGHT  -        333.740 (meters)     1094.95  (feet) COMP
 NM0065  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 NM0065
 NM0065  VERT ORDER      -  SECOND    CLASS 0
 NM0065
 NM0065.The horizontal coordinates were scaled from a map and have
 NM0065.an estimated accuracy of +/- 6 seconds.
 NM0065
 NM0065.The orthometric height was determined by differential leveling and
 NM0065.adjusted by the NATIONAL GEODETIC SURVEY
 NM0065.in June 1991.
 NM0065
 NM0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0065.GEOID18 height accuracy estimate available here.
 NM0065
 NM0065.Click photographs - Photos may exist for this station.
 NM0065
 NM0065.The dynamic height is computed by dividing the NAVD 88
 NM0065.geopotential number by the normal gravity value computed on the
 NM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0065.degrees latitude (g = 980.6199 gals.).
 NM0065
 NM0065.The modeled gravity was interpolated from observed gravity values.
 NM0065
 NM0065;                    North         East    Units  Estimated Accuracy
 NM0065;SPC SD S     -    25,830.      916,000.      MT  (+/- 180 meters Scaled)
 NM0065
 NM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN064083(NAD 83)
 NM0065
 NM0065                          SUPERSEDED SURVEY CONTROL
 NM0065
 NM0065  NGVD 29 (??/??/92)  333.678  (m)         1094.74   (f) ADJ UNCH    2 0
 NM0065
 NM0065.Superseded values are not recommended for survey control.
 NM0065
 NM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0065.See file dsdata.pdf to determine how the superseded data were derived.
 NM0065
 NM0065_MARKER: DB = BENCH MARK DISK
 NM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0065_STAMPING: T 324 1948
 NM0065_MARK LOGO: CGS
 NM0065_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0065+STABILITY: SURFACE MOTION
 NM0065
 NM0065  HISTORY     - Date     Condition        Report By
 NM0065  HISTORY     - 1948     MONUMENTED       CGS
 NM0065
 NM0065                          STATION DESCRIPTION
 NM0065
 NM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0065'3.3 MI SW FROM RIVERSIDE.
 NM0065'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0065'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NM0065'1.8 MILES SOUTHERLY ALONG A GRAVEL AND DIRT ROAD, AT THE NORTHWEST
 NM0065'CORNER OF A FARM YARD, 140.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 NM0065'CORNER OF A FARMHOUSE, 40.0 FEET EAST OF THE CENTER LINE OF A
 NM0065'DIRT ROAD LEADING SOUTH TO THE MISSOURI RIVER, 7.5 FEET SOUTHWEST
 NM0065'OF THE CENTER COTTONWOOD TREE IN A GROUP OF THREE, 7.1 FEET
 NM0065'NORTHWEST OF THE MOST SOUTHERLY COTTONWOOD TREE IN A GROUP OF
 NM0065'THREE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM0065'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0803 ***********************************************************************
 NM0803  DESIGNATION -  T 325
 NM0803  PID         -  NM0803
 NM0803  STATE/COUNTY-  SD/UNION
 NM0803  COUNTRY     -  US
 NM0803  USGS QUAD   -  JEFFERSON (2017)
 NM0803
 NM0803                         *CURRENT SURVEY CONTROL
 NM0803  ______________________________________________________________________
 NM0803* NAD 83(1986) POSITION- 42 32 50.     (N) 096 32 12.     (W)   SCALED
 NM0803* NAVD 88 ORTHO HEIGHT -   336.754 (meters)     1104.83  (feet) ADJUSTED
 NM0803  ______________________________________________________________________
 NM0803  GEOID HEIGHT    -        -25.908 (meters)                     GEOID18
 NM0803  DYNAMIC HEIGHT  -        336.648 (meters)     1104.49  (feet) COMP
 NM0803  MODELED GRAVITY -    980,297.3   (mgal)                       NAVD 88
 NM0803
 NM0803  VERT ORDER      -  SECOND    CLASS 0
 NM0803
 NM0803.The horizontal coordinates were scaled from a map and have
 NM0803.an estimated accuracy of +/- 6 seconds.
 NM0803
 NM0803.The orthometric height was determined by differential leveling and
 NM0803.adjusted by the NATIONAL GEODETIC SURVEY
 NM0803.in June 1991.
 NM0803
 NM0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0803.GEOID18 height accuracy estimate available here.
 NM0803
 NM0803.Click photographs - Photos may exist for this station.
 NM0803
 NM0803.The dynamic height is computed by dividing the NAVD 88
 NM0803.geopotential number by the normal gravity value computed on the
 NM0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0803.degrees latitude (g = 980.6199 gals.).
 NM0803
 NM0803.The modeled gravity was interpolated from observed gravity values.
 NM0803
 NM0803;                    North         East    Units  Estimated Accuracy
 NM0803;SPC SD S     -    30,890.      911,760.      MT  (+/- 180 meters Scaled)
 NM0803
 NM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN022134(NAD 83)
 NM0803
 NM0803                          SUPERSEDED SURVEY CONTROL
 NM0803
 NM0803  NGVD 29 (??/??/92)  336.583  (m)         1104.27   (f) ADJ UNCH    2 0
 NM0803
 NM0803.Superseded values are not recommended for survey control.
 NM0803
 NM0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0803.See file dsdata.pdf to determine how the superseded data were derived.
 NM0803
 NM0803_MARKER: DB = BENCH MARK DISK
 NM0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0803_STAMPING: T 325 1948
 NM0803_MARK LOGO: CGS
 NM0803_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0803+STABILITY: SURFACE MOTION
 NM0803
 NM0803  HISTORY     - Date     Condition        Report By
 NM0803  HISTORY     - 1948     MONUMENTED       CGS
 NM0803
 NM0803                          STATION DESCRIPTION
 NM0803
 NM0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0803'5 MI NW FROM RIVERSIDE.
 NM0803'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0803'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.2
 NM0803'MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 NM0803'ALONG A GRAVEL ROAD, THENCE 1.1 MILES WEST ALONG A PAVED ROAD,
 NM0803'THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, BETWEEN THE ROAD AND
 NM0803'MUD LAKE, 36.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 NM0803'42.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 17.0
 NM0803'FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 3.3 FEET
 NM0803'SOUTH OF A 12-INCH COTTONWOOD TREE, 1.3 FEET NORTH OF A REFERENCE
 NM0803'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0803'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0215 ***********************************************************************
 OQ0215  DESIGNATION -  T 326
 OQ0215  PID         -  OQ0215
 OQ0215  STATE/COUNTY-  SD/LINCOLN
 OQ0215  COUNTRY     -  US
 OQ0215  USGS QUAD   -  CANTON (2017)
 OQ0215
 OQ0215                         *CURRENT SURVEY CONTROL
 OQ0215  ______________________________________________________________________
 OQ0215* NAD 83(1986) POSITION- 43 17 56.     (N) 096 33 10.     (W)   SCALED
 OQ0215* NAVD 88 ORTHO HEIGHT -   382.759 (meters)     1255.77  (feet) ADJUSTED
 OQ0215  ______________________________________________________________________
 OQ0215  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 OQ0215  DYNAMIC HEIGHT  -        382.655 (meters)     1255.43  (feet) COMP
 OQ0215  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 OQ0215
 OQ0215  VERT ORDER      -  SECOND    CLASS 0
 OQ0215
 OQ0215.The horizontal coordinates were scaled from a map and have
 OQ0215.an estimated accuracy of +/- 6 seconds.
 OQ0215
 OQ0215.The orthometric height was determined by differential leveling and
 OQ0215.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0215.in June 1991.
 OQ0215
 OQ0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0215.GEOID18 height accuracy estimate available here.
 OQ0215
 OQ0215.Click photographs - Photos may exist for this station.
 OQ0215
 OQ0215.The dynamic height is computed by dividing the NAVD 88
 OQ0215.geopotential number by the normal gravity value computed on the
 OQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0215.degrees latitude (g = 980.6199 gals.).
 OQ0215
 OQ0215.The modeled gravity was interpolated from observed gravity values.
 OQ0215
 OQ0215;                    North         East    Units  Estimated Accuracy
 OQ0215;SPC SD S     -   114,250.      906,640.      MT  (+/- 180 meters Scaled)
 OQ0215
 OQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN985969(NAD 83)
 OQ0215
 OQ0215                          SUPERSEDED SURVEY CONTROL
 OQ0215
 OQ0215  NGVD 29 (??/??/92)  382.523  (m)         1254.99   (f) ADJ UNCH    2 0
 OQ0215
 OQ0215.Superseded values are not recommended for survey control.
 OQ0215
 OQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0215.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0215
 OQ0215_MARKER: DB = BENCH MARK DISK
 OQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0215_STAMPING: T 326 1949
 OQ0215_MARK LOGO: CGS
 OQ0215_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0215+STABILITY: SURFACE MOTION
 OQ0215
 OQ0215  HISTORY     - Date     Condition        Report By
 OQ0215  HISTORY     - 1949     MONUMENTED       CGS
 OQ0215
 OQ0215                          STATION DESCRIPTION
 OQ0215
 OQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0215'2.2 MI SE FROM CANTON.
 OQ0215'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT CANTON,
 OQ0215'THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, AT THE CANTON
 OQ0215'MUNICIPAL AIRPORT, AT THE SOUTHWEST CORNER OF THE WEST HANGAR,
 OQ0215'62.0 FEET NORTHWEST OF THE GAS PUMP, 1.6 FEET WEST OF THE SOUTHWEST
 OQ0215'CORNER OF THE HANGAR, AND SET IN THE TOP OF A CONCRETE POST
 OQ0215'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0228 ***********************************************************************
 OQ0228  DESIGNATION -  T 327
 OQ0228  PID         -  OQ0228
 OQ0228  STATE/COUNTY-  SD/LINCOLN
 OQ0228  COUNTRY     -  US
 OQ0228  USGS QUAD   -  KLONDIKE (2018)
 OQ0228
 OQ0228                         *CURRENT SURVEY CONTROL
 OQ0228  ______________________________________________________________________
 OQ0228* NAD 83(1986) POSITION- 43 25 01.     (N) 096 36 32.     (W)   SCALED
 OQ0228* NAVD 88 ORTHO HEIGHT -   432.189 (meters)     1417.94  (feet) ADJUSTED
 OQ0228  ______________________________________________________________________
 OQ0228  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 OQ0228  DYNAMIC HEIGHT  -        432.074 (meters)     1417.56  (feet) COMP
 OQ0228  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 OQ0228
 OQ0228  VERT ORDER      -  SECOND    CLASS 0
 OQ0228
 OQ0228.The horizontal coordinates were scaled from a map and have
 OQ0228.an estimated accuracy of +/- 6 seconds.
 OQ0228
 OQ0228.The orthometric height was determined by differential leveling and
 OQ0228.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0228.in June 1991.
 OQ0228
 OQ0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0228.GEOID18 height accuracy estimate available here.
 OQ0228
 OQ0228.Click photographs - Photos may exist for this station.
 OQ0228
 OQ0228.The dynamic height is computed by dividing the NAVD 88
 OQ0228.geopotential number by the normal gravity value computed on the
 OQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0228.degrees latitude (g = 980.6199 gals.).
 OQ0228
 OQ0228.The modeled gravity was interpolated from observed gravity values.
 OQ0228
 OQ0228;                    North         East    Units  Estimated Accuracy
 OQ0228;SPC SD S     -   127,140.      901,510.      MT  (+/- 180 meters Scaled)
 OQ0228
 OQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP935098(NAD 83)
 OQ0228
 OQ0228                          SUPERSEDED SURVEY CONTROL
 OQ0228
 OQ0228  NGVD 29 (??/??/92)  431.931  (m)         1417.09   (f) ADJ UNCH    2 0
 OQ0228
 OQ0228.Superseded values are not recommended for survey control.
 OQ0228
 OQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0228.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0228
 OQ0228_MARKER: DB = BENCH MARK DISK
 OQ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0228_STAMPING: T 327 1949
 OQ0228_MARK LOGO: CGS
 OQ0228_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0228+STABILITY: SURFACE MOTION
 OQ0228
 OQ0228  HISTORY     - Date     Condition        Report By
 OQ0228  HISTORY     - 1949     MONUMENTED       CGS
 OQ0228  HISTORY     - 1966     GOOD             CGS
 OQ0228
 OQ0228                          STATION DESCRIPTION
 OQ0228
 OQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0228'5.5 MI SE FROM HARRISBURG.
 OQ0228'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0228'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, 61.0
 OQ0228'FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 37.0
 OQ0228'FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 20.0
 OQ0228'FEET NORTH OF THE CENTER OF A WIRE GATE, 1.3 FEET EAST OF A FENCE,
 OQ0228'1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OQ0228'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 OQ0228
 OQ0228                          STATION RECOVERY (1966)
 OQ0228
 OQ0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OQ0228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0292 ***********************************************************************
 OQ0292  DESIGNATION -  T 328
 OQ0292  PID         -  OQ0292
 OQ0292  STATE/COUNTY-  SD/MINNEHAHA
 OQ0292  COUNTRY     -  US
 OQ0292  USGS QUAD   -  BRANDON (2017)
 OQ0292
 OQ0292                         *CURRENT SURVEY CONTROL
 OQ0292  ______________________________________________________________________
 OQ0292* NAD 83(1986) POSITION- 43 32 38.1    (N) 096 35 28.0    (W)   HD_HELD2
 OQ0292* NAVD 88 ORTHO HEIGHT -   405.469 (meters)     1330.28  (feet) ADJUSTED
 OQ0292  ______________________________________________________________________
 OQ0292  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 OQ0292  DYNAMIC HEIGHT  -        405.365 (meters)     1329.94  (feet) COMP
 OQ0292  MODELED GRAVITY -    980,349.8   (mgal)                       NAVD 88
 OQ0292
 OQ0292  VERT ORDER      -  SECOND    CLASS 0
 OQ0292
 OQ0292.The horizontal coordinates were established by autonomous hand held GPS
 OQ0292.observations and have an estimated accuracy of +/- 10 meters.
 OQ0292
 OQ0292.The orthometric height was determined by differential leveling and
 OQ0292.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0292.in June 1991.
 OQ0292
 OQ0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0292.GEOID18 height accuracy estimate available here.
 OQ0292
 OQ0292.Click photographs - Photos may exist for this station.
 OQ0292
 OQ0292.The dynamic height is computed by dividing the NAVD 88
 OQ0292.geopotential number by the normal gravity value computed on the
 OQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0292.degrees latitude (g = 980.6199 gals.).
 OQ0292
 OQ0292.The modeled gravity was interpolated from observed gravity values.
 OQ0292
 OQ0292;                    North         East    Units  Estimated Accuracy
 OQ0292;SPC SD S     -   141,297.      902,309.      MT  (+/- 10 meters HH2 GPS)
 OQ0292
 OQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9460624037(NAD 83)
 OQ0292
 OQ0292                          SUPERSEDED SURVEY CONTROL
 OQ0292
 OQ0292  NGVD 29 (??/??/92)  405.198  (m)         1329.39   (f) ADJ UNCH    2 0
 OQ0292
 OQ0292.Superseded values are not recommended for survey control.
 OQ0292
 OQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0292.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0292
 OQ0292_MARKER: DB = BENCH MARK DISK
 OQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0292_STAMPING: T 328 1949
 OQ0292_MARK LOGO: CGS
 OQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0292+STABILITY: SURFACE MOTION
 OQ0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0292+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2009
 OQ0292
 OQ0292  HISTORY     - Date     Condition        Report By
 OQ0292  HISTORY     - 1949     MONUMENTED       CGS
 OQ0292  HISTORY     - 20090314 GOOD             GEOCAC
 OQ0292
 OQ0292                          STATION DESCRIPTION
 OQ0292
 OQ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0292'3.3 MI SW FROM BRANDON.
 OQ0292'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE BRANDON SAVINGS
 OQ0292'BANK AT BRANDON, THENCE 1.55 MILES SOUTH ALONG A GRAVELED ROAD,
 OQ0292'THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 16, THENCE 1.15 MILES
 OQ0292'SOUTH ALONG A GRAVELED ROAD, 39.0 FEET SOUTH OF THE CENTERLINE
 OQ0292'OF THE EAST-WEST ROAD, 38.0 FEET EAST OF THE CENTERLINE OF THE
 OQ0292'NORTH-SOUTH ROAD, 12.0 FEET SOUTH OF CENTER OF A WIRE GATE, 4.5
 OQ0292'FEET SOUTHEAST OF A FENCE CORNER POST, 3.4 FEET WEST OF A POWER
 OQ0292'LINE POLE, 2.0 FEET EAST OF THE FENCE, 2.0 FEET NORTH OF A
 OQ0292'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0292'0.5 FOOT ABOVE THE GROUND.
 OQ0292
 OQ0292                          STATION RECOVERY (2009)
 OQ0292
 OQ0292'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0292'FOUND IN GOOD CONDITION. MARK IS RIGHT NEXT TO A HIGHWAY MARKER AND AN
 OQ0292'ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0248 ***********************************************************************
 PR0248  DESIGNATION -  T 329
 PR0248  PID         -  PR0248
 PR0248  STATE/COUNTY-  SD/MOODY
 PR0248  COUNTRY     -  US
 PR0248  USGS QUAD   -  FLANDREAU NE (2017)
 PR0248
 PR0248                         *CURRENT SURVEY CONTROL
 PR0248  ______________________________________________________________________
 PR0248* NAD 83(1986) POSITION- 44 09 10.     (N) 096 36 29.     (W)   SCALED
 PR0248* NAVD 88 ORTHO HEIGHT -   509.120 (meters)     1670.34  (feet) ADJUSTED
 PR0248  ______________________________________________________________________
 PR0248  GEOID HEIGHT    -        -25.863 (meters)                     GEOID18
 PR0248  DYNAMIC HEIGHT  -        509.007 (meters)     1669.97  (feet) COMP
 PR0248  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 PR0248
 PR0248  VERT ORDER      -  SECOND    CLASS 0
 PR0248
 PR0248.The horizontal coordinates were scaled from a map and have
 PR0248.an estimated accuracy of +/- 6 seconds.
 PR0248
 PR0248.The orthometric height was determined by differential leveling and
 PR0248.adjusted by the NATIONAL GEODETIC SURVEY
 PR0248.in June 1991.
 PR0248
 PR0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0248.GEOID18 height accuracy estimate available here.
 PR0248
 PR0248.Click photographs - Photos may exist for this station.
 PR0248
 PR0248.The dynamic height is computed by dividing the NAVD 88
 PR0248.geopotential number by the normal gravity value computed on the
 PR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0248.degrees latitude (g = 980.6199 gals.).
 PR0248
 PR0248.The modeled gravity was interpolated from observed gravity values.
 PR0248
 PR0248;                    North         East    Units  Estimated Accuracy
 PR0248;SPC SD S     -   208,810.      897,910.      MT  (+/- 180 meters Scaled)
 PR0248
 PR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP912916(NAD 83)
 PR0248
 PR0248                          SUPERSEDED SURVEY CONTROL
 PR0248
 PR0248  NGVD 29 (??/??/92)  508.858  (m)         1669.48   (f) ADJ UNCH    2 0
 PR0248
 PR0248.Superseded values are not recommended for survey control.
 PR0248
 PR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0248.See file dsdata.pdf to determine how the superseded data were derived.
 PR0248
 PR0248_MARKER: DB = BENCH MARK DISK
 PR0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0248_STAMPING: T 329 1949
 PR0248_MARK LOGO: CGS
 PR0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0248+STABILITY: SURFACE MOTION
 PR0248
 PR0248  HISTORY     - Date     Condition        Report By
 PR0248  HISTORY     - 1949     MONUMENTED       CGS
 PR0248
 PR0248                          STATION DESCRIPTION
 PR0248
 PR0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0248'8.8 MI NW FROM FLANDREAU.
 PR0248'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0248'FLANDREAU, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A
 PR0248'ROAD INTERSECTION, 88.0 FEET NORTH OF THE CENTER LINE OF AN
 PR0248'EAST-WEST ROAD, 32.0 FEET EAST OF THE CENTER LINE OF A
 PR0248'NORTH-SOUTH ROAD, 1.2 FEET SOUTH OF A REFERENCE POST, 0.9 FOOT
 PR0248'WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0248'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0444 ***********************************************************************
 PR0444  DESIGNATION -  T 330
 PR0444  PID         -  PR0444
 PR0444  STATE/COUNTY-  SD/HAMLIN
 PR0444  COUNTRY     -  US
 PR0444  USGS QUAD   -  CASTLEWOOD (2017)
 PR0444
 PR0444                         *CURRENT SURVEY CONTROL
 PR0444  ______________________________________________________________________
 PR0444* NAD 83(1986) POSITION- 44 40 25.     (N) 097 01 37.     (W)   SCALED
 PR0444* NAVD 88 ORTHO HEIGHT -   508.757 (meters)     1669.15  (feet) ADJUSTED
 PR0444  ______________________________________________________________________
 PR0444  GEOID HEIGHT    -        -24.965 (meters)                     GEOID18
 PR0444  DYNAMIC HEIGHT  -        508.681 (meters)     1668.90  (feet) COMP
 PR0444  MODELED GRAVITY -    980,450.5   (mgal)                       NAVD 88
 PR0444
 PR0444  VERT ORDER      -  SECOND    CLASS 0
 PR0444
 PR0444.The horizontal coordinates were scaled from a map and have
 PR0444.an estimated accuracy of +/- 6 seconds.
 PR0444
 PR0444.The orthometric height was determined by differential leveling and
 PR0444.adjusted by the NATIONAL GEODETIC SURVEY
 PR0444.in June 1991.
 PR0444
 PR0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0444.GEOID18 height accuracy estimate available here.
 PR0444
 PR0444.Click photographs - Photos may exist for this station.
 PR0444
 PR0444.The dynamic height is computed by dividing the NAVD 88
 PR0444.geopotential number by the normal gravity value computed on the
 PR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0444.degrees latitude (g = 980.6199 gals.).
 PR0444
 PR0444.The modeled gravity was interpolated from observed gravity values.
 PR0444
 PR0444;                    North         East    Units  Estimated Accuracy
 PR0444;SPC SD N     -    97,700.      835,680.      MT  (+/- 180 meters Scaled)
 PR0444
 PR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ563485(NAD 83)
 PR0444
 PR0444                          SUPERSEDED SURVEY CONTROL
 PR0444
 PR0444  NGVD 29 (??/??/92)  508.473  (m)         1668.22   (f) ADJ UNCH    2 0
 PR0444
 PR0444.Superseded values are not recommended for survey control.
 PR0444
 PR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0444.See file dsdata.pdf to determine how the superseded data were derived.
 PR0444
 PR0444_MARKER: DB = BENCH MARK DISK
 PR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0444_STAMPING: T 330 1949
 PR0444_MARK LOGO: CGS
 PR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0444+STABILITY: SURFACE MOTION
 PR0444
 PR0444  HISTORY     - Date     Condition        Report By
 PR0444  HISTORY     - 1949     MONUMENTED       CGS
 PR0444
 PR0444                          STATION DESCRIPTION
 PR0444
 PR0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0444'3.6 MI S FROM CASTLEWOOD.
 PR0444'3.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0444'CASTLEWOOD, AT A ROAD INTERSECTION, 84.0 FEET WEST OF THE
 PR0444'CENTER LINE OF A NORTH-SOUTH ROAD, 33.0 FEET SOUTH OF THE
 PR0444'CENTER LINE OF AN EAST-WEST ROAD, 4.8 FEET WEST OF A POWER
 PR0444'LINE BRACE POLE, 1.6 FEET WEST OF A REFERENCE POST, IN LINE
 PR0444'WITH A ROW OF POWER POLES, AND SET IN THE TOP OF A CONCRETE
 PR0444'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0226 ***********************************************************************
 PT0226  DESIGNATION -  T 331
 PT0226  PID         -  PT0226
 PT0226  STATE/COUNTY-  SD/STANLEY
 PT0226  COUNTRY     -  US
 PT0226  USGS QUAD   -  OAHE DAM (2017)
 PT0226
 PT0226                         *CURRENT SURVEY CONTROL
 PT0226  ______________________________________________________________________
 PT0226* NAD 83(1986) POSITION- 44 24 40.     (N) 100 23 43.     (W)   SCALED
 PT0226* NAVD 88 ORTHO HEIGHT -   442.110 (meters)     1450.49  (feet) ADJUSTED
 PT0226  ______________________________________________________________________
 PT0226  GEOID HEIGHT    -        -23.285 (meters)                     GEOID18
 PT0226  DYNAMIC HEIGHT  -        442.020 (meters)     1450.19  (feet) COMP
 PT0226  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PT0226
 PT0226  VERT ORDER      -  FIRST     CLASS II
 PT0226
 PT0226.The horizontal coordinates were scaled from a map and have
 PT0226.an estimated accuracy of +/- 6 seconds.
 PT0226
 PT0226.The orthometric height was determined by differential leveling and
 PT0226.adjusted by the NATIONAL GEODETIC SURVEY
 PT0226.in June 1991.
 PT0226
 PT0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0226.GEOID18 height accuracy estimate available here.
 PT0226
 PT0226.Click photographs - Photos may exist for this station.
 PT0226
 PT0226.The dynamic height is computed by dividing the NAVD 88
 PT0226.geopotential number by the normal gravity value computed on the
 PT0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0226.degrees latitude (g = 980.6199 gals.).
 PT0226
 PT0226.The modeled gravity was interpolated from observed gravity values.
 PT0226
 PT0226;                    North         East    Units  Estimated Accuracy
 PT0226;SPC SD S     -   230,840.      595,070.      MT  (+/- 180 meters Scaled)
 PT0226
 PT0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ889184(NAD 83)
 PT0226
 PT0226                          SUPERSEDED SURVEY CONTROL
 PT0226
 PT0226  NGVD 29 (??/??/92)  441.730  (m)         1449.24   (f) ADJ UNCH    1 2
 PT0226
 PT0226.Superseded values are not recommended for survey control.
 PT0226
 PT0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0226.See file dsdata.pdf to determine how the superseded data were derived.
 PT0226
 PT0226_MARKER: DB = BENCH MARK DISK
 PT0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0226_STAMPING: T 331 1949
 PT0226_MARK LOGO: CGS
 PT0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0226+STABILITY: SURFACE MOTION
 PT0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0226+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1989
 PT0226
 PT0226  HISTORY     - Date     Condition        Report By
 PT0226  HISTORY     - 1949     MONUMENTED       CGS
 PT0226  HISTORY     - 1951     GOOD             CGS
 PT0226  HISTORY     - 1978     GOOD             SDDT
 PT0226  HISTORY     - 19890121 GOOD             NGS
 PT0226
 PT0226                          STATION DESCRIPTION
 PT0226
 PT0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0226'4.2 MI NW FROM FORT PIERRE.
 PT0226'1.4 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PT0226'NORTH WESTERN RAILWAY STATION AT FORT PIERRE, THENCE 2.75 MILES
 PT0226'NORTHWEST ALONG OAHE DAM SITE ROAD, IN LINE WITH A T FENCE LEADING
 PT0226'WEST, 103 FEET WEST OF THE CENTER LINE OF OAHE ROAD, 10.0 FEET
 PT0226'NORTH OF THE NORTH GATE POST OF A WIRE GATE IN A NORTH-SOUTH FENCE
 PT0226'LINE, 1.6 FEET EAST OF A BRACED FENCE POST, 2.0 FEET SOUTH OF
 PT0226'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0226'0.6 FOOT ABOVE THE GROUND.
 PT0226
 PT0226                          STATION RECOVERY (1951)
 PT0226
 PT0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0226'RECOVERED IN GOOD CONDITION.
 PT0226
 PT0226                          STATION RECOVERY (1978)
 PT0226
 PT0226'RECOVERY NOTE BY SD DEPT OF TRANSP 1978
 PT0226'RECOVERED IN GOOD CONDITION.
 PT0226
 PT0226                          STATION RECOVERY (1989)
 PT0226
 PT0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0388 ***********************************************************************
 QS0388  DESIGNATION -  T 332
 QS0388  PID         -  QS0388
 QS0388  STATE/COUNTY-  SD/CORSON
 QS0388  COUNTRY     -  US
 QS0388  USGS QUAD   -  MAHTO NE (2017)
 QS0388
 QS0388                         *CURRENT SURVEY CONTROL
 QS0388  ______________________________________________________________________
 QS0388* NAD 83(1986) POSITION- 45 56 17.     (N) 100 35 04.     (W)   SCALED
 QS0388* NAVD 88 ORTHO HEIGHT -   568.351 (meters)     1864.66  (feet) ADJUSTED
 QS0388  ______________________________________________________________________
 QS0388  GEOID HEIGHT    -        -21.470 (meters)                     GEOID18
 QS0388  DYNAMIC HEIGHT  -        568.321 (meters)     1864.57  (feet) COMP
 QS0388  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 QS0388
 QS0388  VERT ORDER      -  FIRST     CLASS II
 QS0388
 QS0388.The horizontal coordinates were scaled from a map and have
 QS0388.an estimated accuracy of +/- 6 seconds.
 QS0388
 QS0388.The orthometric height was determined by differential leveling and
 QS0388.adjusted by the NATIONAL GEODETIC SURVEY
 QS0388.in June 1991.
 QS0388
 QS0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0388.GEOID18 height accuracy estimate available here.
 QS0388
 QS0388.Click photographs - Photos may exist for this station.
 QS0388
 QS0388.The dynamic height is computed by dividing the NAVD 88
 QS0388.geopotential number by the normal gravity value computed on the
 QS0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0388.degrees latitude (g = 980.6199 gals.).
 QS0388
 QS0388.The modeled gravity was interpolated from observed gravity values.
 QS0388
 QS0388;                    North         East    Units  Estimated Accuracy
 QS0388;SPC SD N     -   234,060.      554,670.      MT  (+/- 180 meters Scaled)
 QS0388
 QS0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR771883(NAD 83)
 QS0388
 QS0388                          SUPERSEDED SURVEY CONTROL
 QS0388
 QS0388  NGVD 29 (??/??/92)  567.964  (m)         1863.40   (f) ADJ UNCH    1 2
 QS0388
 QS0388.Superseded values are not recommended for survey control.
 QS0388
 QS0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0388.See file dsdata.pdf to determine how the superseded data were derived.
 QS0388
 QS0388_MARKER: DB = BENCH MARK DISK
 QS0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0388_STAMPING: T 332 1949
 QS0388_MARK LOGO: CGS
 QS0388_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0388+STABILITY: SURFACE MOTION
 QS0388
 QS0388  HISTORY     - Date     Condition        Report By
 QS0388  HISTORY     - 1949     MONUMENTED       CGS
 QS0388  HISTORY     - 1959     GOOD             CGS
 QS0388
 QS0388                          STATION DESCRIPTION
 QS0388
 QS0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0388'12.8 MI SE FROM FORT YATES.
 QS0388'4.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 QS0388'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES,
 QS0388'THENCE 0.3 MILE EAST ALONG THE GRAVELED ROAD TO A ROAD JUNCTION,
 QS0388'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE WEST
 QS0388'ALONG A DIRT ROAD, THENCE 4.6 MILES SOUTH ALONG A GRADED DIRT
 QS0388'ROAD TO A ROAD INTERSECTION, AND THE NORTH-SOUTH DAKOTA STATE
 QS0388'LINE, THENCE 1.3 MILES EAST TO A WIRE FENCE, THENCE 1.0 MILE
 QS0388'EAST ALONG WINDING DIRT ROAD TO A POINT WHERE ROAD CURVES NORTH
 QS0388'TO EAST AND DROPS DOWN SIDE OF HILL, 29 FEET NORTHWEST OF THE
 QS0388'CENTER LINE OF THE CURVE, 1.6 FEET SOUTH OF A REFERENCE POST,
 QS0388'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 QS0388'THE GROUND.
 QS0388
 QS0388                          STATION RECOVERY (1959)
 QS0388
 QS0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QS0388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0452 ***********************************************************************
 OT0452  DESIGNATION -  T 333
 OT0452  PID         -  OT0452
 OT0452  STATE/COUNTY-  SD/FALL RIVER
 OT0452  COUNTRY     -  US
 OT0452  USGS QUAD   -  PROVO (2017)
 OT0452
 OT0452                         *CURRENT SURVEY CONTROL
 OT0452  ______________________________________________________________________
 OT0452* NAD 83(1986) POSITION- 43 11 40.     (N) 103 50 34.     (W)   SCALED
 OT0452* NAVD 88 ORTHO HEIGHT -  1127.686 (meters)     3699.75  (feet) POSTED
 OT0452  ______________________________________________________________________
 OT0452  GEOID HEIGHT    -        -15.233 (meters)                     GEOID18
 OT0452  DYNAMIC HEIGHT  -       1127.19  (meters)     3698.1   (feet) COMP
 OT0452  MODELED GRAVITY -    980,144.5   (mgal)                       NAVD 88
 OT0452
 OT0452  VERT ORDER      -  * POSTED, SEE BELOW
 OT0452
 OT0452.The horizontal coordinates were scaled from a map and have
 OT0452.an estimated accuracy of +/- 6 seconds.
 OT0452
 OT0452.The orthometric height was determined by differential leveling
 OT0452.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0452
 OT0452.* This is a POSTED BENCH MARK height.
 OT0452
 OT0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0452.GEOID18 height accuracy estimate available here.
 OT0452
 OT0452.Click photographs - Photos may exist for this station.
 OT0452
 OT0452.The dynamic height is computed by dividing the NAVD 88
 OT0452.geopotential number by the normal gravity value computed on the
 OT0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0452.degrees latitude (g = 980.6199 gals.).
 OT0452
 OT0452.The modeled gravity was interpolated from observed gravity values.
 OT0452
 OT0452;                    North         East    Units  Estimated Accuracy
 OT0452;SPC SD S     -   101,690.      314,840.      MT  (+/- 180 meters Scaled)
 OT0452
 OT0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH940830(NAD 83)
 OT0452
 OT0452                          SUPERSEDED SURVEY CONTROL
 OT0452
 OT0452  NGVD 29 (??/??/92) 1127.130  (m)         3697.93   (f) ADJ UNCH    1 2
 OT0452
 OT0452.Superseded values are not recommended for survey control.
 OT0452
 OT0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0452.See file dsdata.pdf to determine how the superseded data were derived.
 OT0452
 OT0452_MARKER: DB = BENCH MARK DISK
 OT0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0452_SP_SET: TANK
 OT0452_STAMPING: T 333 1957
 OT0452_MARK LOGO: CGS
 OT0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0452
 OT0452  HISTORY     - Date     Condition        Report By
 OT0452  HISTORY     - 1957     MONUMENTED       CGS
 OT0452  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0452
 OT0452                          STATION DESCRIPTION
 OT0452
 OT0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0452'0.4 MI NW FROM PROVO.
 OT0452'ABOUT 0.45 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0452'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 11,
 OT0452'T. 10 S., R. 2 E., IN THE TOP OF THE EAST CORNER OF A LARGE
 OT0452'CONCRETE TANK THAT IS PART OF THE COOLING SYSTEM OF THE BLACK
 OT0452'HILLS POWER AND LIGHT CO. 96 FEET SOUTH-SOUTHWEST OF THE NEAR
 OT0452'RAIL OF A SPUR TRACK, 43 FEET NORTHWEST OF THE NORTH CORNER OF A
 OT0452'LARGE BUILDING, ABOUT 15 FEET ABOVE THE TRACK AND ABOUT 2 1/2
 OT0452'FEET ABOVE THE GROUND.
 OT0452
 OT0452                          STATION RECOVERY (1985)
 OT0452
 OT0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0452'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0441 ***********************************************************************
 OT0441  DESIGNATION -  T 335
 OT0441  PID         -  OT0441
 OT0441  STATE/COUNTY-  SD/FALL RIVER
 OT0441  COUNTRY     -  US
 OT0441  USGS QUAD   -  RUMFORD (2017)
 OT0441
 OT0441                         *CURRENT SURVEY CONTROL
 OT0441  ______________________________________________________________________
 OT0441* NAD 83(1986) POSITION- 43 07 42.2    (N) 103 41 52.9    (W)   HD_HELD2
 OT0441* NAVD 88 ORTHO HEIGHT -  1068.560 (meters)     3505.77  (feet) ADJUSTED
 OT0441  ______________________________________________________________________
 OT0441  GEOID HEIGHT    -        -15.694 (meters)                     GEOID18
 OT0441  DYNAMIC HEIGHT  -       1068.092 (meters)     3504.23  (feet) COMP
 OT0441  MODELED GRAVITY -    980,145.3   (mgal)                       NAVD 88
 OT0441
 OT0441  VERT ORDER      -  FIRST     CLASS II
 OT0441
 OT0441.The horizontal coordinates were established by autonomous hand held GPS
 OT0441.observations and have an estimated accuracy of +/- 10 meters.
 OT0441
 OT0441.The orthometric height was determined by differential leveling and
 OT0441.adjusted by the NATIONAL GEODETIC SURVEY
 OT0441.in June 1991.
 OT0441
 OT0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0441.GEOID18 height accuracy estimate available here.
 OT0441
 OT0441.Click photographs - Photos may exist for this station.
 OT0441
 OT0441.The dynamic height is computed by dividing the NAVD 88
 OT0441.geopotential number by the normal gravity value computed on the
 OT0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0441.degrees latitude (g = 980.6199 gals.).
 OT0441
 OT0441.The modeled gravity was interpolated from observed gravity values.
 OT0441
 OT0441;                    North         East    Units  Estimated Accuracy
 OT0441;SPC SD S     -    93,868.      326,302.      MT  (+/- 10 meters HH2 GPS)
 OT0441
 OT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0590075894(NAD 83)
 OT0441
 OT0441                          SUPERSEDED SURVEY CONTROL
 OT0441
 OT0441  NGVD 29 (??/??/92) 1067.975  (m)         3503.85   (f) ADJ UNCH    1 2
 OT0441
 OT0441.Superseded values are not recommended for survey control.
 OT0441
 OT0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0441.See file dsdata.pdf to determine how the superseded data were derived.
 OT0441
 OT0441_MARKER: DB = BENCH MARK DISK
 OT0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0441_STAMPING: T 335 1957
 OT0441_MARK LOGO: CGS
 OT0441_PROJECTION: PROJECTING 12 CENTIMETERS
 OT0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0441+STABILITY: SURFACE MOTION
 OT0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0441+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 OT0441
 OT0441  HISTORY     - Date     Condition        Report By
 OT0441  HISTORY     - 1957     MONUMENTED       CGS
 OT0441  HISTORY     - 1985     GOOD             NGS
 OT0441  HISTORY     - 20180723 GOOD             NGS
 OT0441
 OT0441                          STATION DESCRIPTION
 OT0441
 OT0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0441'8.2 MI NW FROM ARDMORE.
 OT0441'ABOUT 8.25 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0441'QUINCY RAILROAD FROM THE STATION AT ARDMORE, 8.35 MILE SOUTHEAST
 OT0441'OF THE STATION AT PROVO, IN SECTIN 6, T. 11 S., R. 4 E., 45.5
 OT0441'FEET NORTH OF THE STATION SITE AT RUMFORD, 203 FEET SOUTHEAST
 OT0441'OF THE SOUTH CORNER OF THE RAILROAD TOOL SHED, 185 FEET
 OT0441'NORTH AND ACROSS THE TRACK FROM A LARGE LONE COTTONWOOD, 102
 OT0441'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 87, 47
 OT0441'FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 5 FEET BELOW THE
 OT0441'RAIL, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST AND
 OT0441'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0441
 OT0441                          STATION RECOVERY (1985)
 OT0441
 OT0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0441'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0441'MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 6412
 OT0441'WEST AND 5 EAST AT ARDMORE, THENCE 4.0 KM (2.5 MI) NORTHWEST ALONG
 OT0441'STATE ROUTE 471, 31.1 METERS (102 FT) SOUTHWEST OF THE CENTER OF THE
 OT0441'ROAD, 14.3 METERS (47 FT) NORTHWEST OF A TELEPHONE POLE AND 0.6 METER
 OT0441'(2 FT) NORTHEAST OF A WITNESS POST.
 OT0441'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 OT0441'THE MARK IS 1.5 M BELOW THE TRACKS.
 OT0441
 OT0441                          STATION RECOVERY (2018)
 OT0441
 OT0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 OT0441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0328 ***********************************************************************
 OR0328  DESIGNATION -  T 336 RESET
 OR0328  PID         -  OR0328
 OR0328  STATE/COUNTY-  SD/CHARLES MIX
 OR0328  COUNTRY     -  US
 OR0328  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0328
 OR0328                         *CURRENT SURVEY CONTROL
 OR0328  ______________________________________________________________________
 OR0328* NAD 83(1986) POSITION- 43 07 31.     (N) 098 42 23.     (W)   SCALED
 OR0328* NAVD 88 ORTHO HEIGHT -   445.50  (meters)     1461.6   (feet) RESET
 OR0328  ______________________________________________________________________
 OR0328  GEOID HEIGHT    -        -26.297 (meters)                     GEOID18
 OR0328  VERT ORDER      -  THIRD
 OR0328
 OR0328.The horizontal coordinates were scaled from a map and have
 OR0328.an estimated accuracy of +/- 6 seconds.
 OR0328
 OR0328.The orthometric height was computed from unverified reset data.
 OR0328
 OR0328.No vertical observational check was made to the station.
 OR0328
 OR0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0328.GEOID18 height accuracy estimate available here.
 OR0328
 OR0328.Click photographs - Photos may exist for this station.
 OR0328
 OR0328;                    North         East    Units  Estimated Accuracy
 OR0328;SPC SD S     -    89,280.      732,380.      MT  (+/- 180 meters Scaled)
 OR0328
 OR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238747(NAD 83)
 OR0328
 OR0328                          SUPERSEDED SURVEY CONTROL
 OR0328
 OR0328  NGVD 29 (04/17/07)  445.19   (m)         1460.6    (f) RESET       3  
 OR0328
 OR0328.Superseded values are not recommended for survey control.
 OR0328
 OR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0328.See file dsdata.pdf to determine how the superseded data were derived.
 OR0328
 OR0328_MARKER: DV = VERTICAL CONTROL DISK
 OR0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0328_STAMPING: T 336 RESET 1974
 OR0328_MARK LOGO: NGS
 OR0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0328+STABILITY: SURFACE MOTION
 OR0328
 OR0328  HISTORY     - Date     Condition        Report By
 OR0328  HISTORY     - 1974     MONUMENTED       NGS
 OR0328
 OR0328                          STATION DESCRIPTION
 OR0328
 OR0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OR0328'9.4 MI S FROM GEDDES.
 OR0328'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 50 AND THE ROAD
 OR0328'LEADING EAST 1/2 MILE TO GEDDES, GO SOUTH ON HIGHWAY 50 FOR 6.0
 OR0328'MILES TO WHERE IT MAKES A LONG CURVE TO THE EAST, AND A JUNCTION
 OR0328'WITH A GRAVELED ROAD LEADING SOUTH, GO SOUTH ON THE GRAVELED
 OR0328'ROAD 3.45 MILE TO A CROSSROAD, WITH A FARMSTEAD AND THE MARK IN
 OR0328'THE SOUTHEAST CORNER OF THE INTERSECTION.  THE MARK IS 79 FEET
 OR0328'EAST OF THE CENTER OF THE ROAD, 47 FEET SOUTH OF THE CENTER OF
 OR0328'THE CROSSROAD, 1.5 FEET EAST OF A METAL WITNESS POST, AT THE
 OR0328'NORTH EDGE OF A SHELTERBELT, ON PROPERTY OWNED BY MR. VERN
 OR0328'CREASEY, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 OR0328'PROJECTS 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0085 ***********************************************************************
 NN0085  DESIGNATION -  T 337
 NN0085  PID         -  NN0085
 NN0085  STATE/COUNTY-  SD/BON HOMME
 NN0085  COUNTRY     -  US
 NN0085  USGS QUAD   -  NIOBRARA (2017)
 NN0085
 NN0085                         *CURRENT SURVEY CONTROL
 NN0085  ______________________________________________________________________
 NN0085* NAD 83(1986) POSITION- 42 47 35.     (N) 098 00 39.     (W)   SCALED
 NN0085* NAVD 88 ORTHO HEIGHT -   434.577 (meters)     1425.77  (feet) ADJUSTED
 NN0085  ______________________________________________________________________
 NN0085  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 NN0085  DYNAMIC HEIGHT  -        434.435 (meters)     1425.31  (feet) COMP
 NN0085  MODELED GRAVITY -    980,281.8   (mgal)                       NAVD 88
 NN0085
 NN0085  VERT ORDER      -  SECOND    CLASS 0
 NN0085
 NN0085.The horizontal coordinates were scaled from a map and have
 NN0085.an estimated accuracy of +/- 6 seconds.
 NN0085
 NN0085.The orthometric height was determined by differential leveling and
 NN0085.adjusted by the NATIONAL GEODETIC SURVEY
 NN0085.in June 1991.
 NN0085
 NN0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0085.GEOID18 height accuracy estimate available here.
 NN0085
 NN0085.Click photographs - Photos may exist for this station.
 NN0085
 NN0085.The dynamic height is computed by dividing the NAVD 88
 NN0085.geopotential number by the normal gravity value computed on the
 NN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0085.degrees latitude (g = 980.6199 gals.).
 NN0085
 NN0085.The modeled gravity was interpolated from observed gravity values.
 NN0085
 NN0085;                    North         East    Units  Estimated Accuracy
 NN0085;SPC SD S     -    53,730.      789,990.      MT  (+/- 180 meters Scaled)
 NN0085
 NN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN808383(NAD 83)
 NN0085
 NN0085                          SUPERSEDED SURVEY CONTROL
 NN0085
 NN0085  NGVD 29 (??/??/92)  434.356  (m)         1425.05   (f) ADJ UNCH    2 0
 NN0085
 NN0085.Superseded values are not recommended for survey control.
 NN0085
 NN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0085.See file dsdata.pdf to determine how the superseded data were derived.
 NN0085
 NN0085_MARKER: DB = BENCH MARK DISK
 NN0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0085_STAMPING: T 337 1949
 NN0085_MARK LOGO: CGS
 NN0085_PROJECTION: FLUSH
 NN0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0085+STABILITY: SURFACE MOTION
 NN0085
 NN0085  HISTORY     - Date     Condition        Report By
 NN0085  HISTORY     - 1949     MONUMENTED       CGS
 NN0085
 NN0085                          STATION DESCRIPTION
 NN0085
 NN0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0085'2.7 MI NW FROM RUNNING WATER.
 NN0085'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0085'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AT A
 NN0085'T-JUNCTION OF ROADS, 32.0 FEET EAST OF THE CENTER LINE OF THE
 NN0085'NORTH-SOUTH ROAD, 53.0 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 NN0085'ROAD LEADING EAST, 23.0 FEET SOUTH OF A CORNER FENCE POST, 1.8
 NN0085'FEET NORTH OF A TELEPHONE POLE, 1.3 FEET WEST OF A FENCE, 1.6
 NN0085'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0085'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0187 ***********************************************************************
 OR0187  DESIGNATION -  T 338
 OR0187  PID         -  OR0187
 OR0187  STATE/COUNTY-  SD/GREGORY
 OR0187  COUNTRY     -  US
 OR0187  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0187
 OR0187                         *CURRENT SURVEY CONTROL
 OR0187  ______________________________________________________________________
 OR0187* NAD 83(1986) POSITION- 43 11 08.     (N) 098 53 43.     (W)   SCALED
 OR0187* NAVD 88 ORTHO HEIGHT -   396.251 (meters)     1300.03  (feet) ADJUSTED
 OR0187  ______________________________________________________________________
 OR0187  GEOID HEIGHT    -        -26.268 (meters)                     GEOID18
 OR0187  DYNAMIC HEIGHT  -        396.116 (meters)     1299.59  (feet) COMP
 OR0187  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 OR0187
 OR0187  VERT ORDER      -  FIRST     CLASS II
 OR0187
 OR0187.The horizontal coordinates were scaled from a map and have
 OR0187.an estimated accuracy of +/- 6 seconds.
 OR0187
 OR0187.The orthometric height was determined by differential leveling and
 OR0187.adjusted by the NATIONAL GEODETIC SURVEY
 OR0187.in June 1991.
 OR0187
 OR0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0187.GEOID18 height accuracy estimate available here.
 OR0187
 OR0187.Click photographs - Photos may exist for this station.
 OR0187
 OR0187.The dynamic height is computed by dividing the NAVD 88
 OR0187.geopotential number by the normal gravity value computed on the
 OR0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0187.degrees latitude (g = 980.6199 gals.).
 OR0187
 OR0187.The modeled gravity was interpolated from observed gravity values.
 OR0187
 OR0187;                    North         East    Units  Estimated Accuracy
 OR0187;SPC SD S     -    95,690.      716,890.      MT  (+/- 180 meters Scaled)
 OR0187
 OR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN085814(NAD 83)
 OR0187
 OR0187                          SUPERSEDED SURVEY CONTROL
 OR0187
 OR0187  NGVD 29 (??/??/92)  395.924  (m)         1298.96   (f) ADJ UNCH    1 2
 OR0187
 OR0187.Superseded values are not recommended for survey control.
 OR0187
 OR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0187.See file dsdata.pdf to determine how the superseded data were derived.
 OR0187
 OR0187_MARKER: DB = BENCH MARK DISK
 OR0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0187_STAMPING: T 338 1949
 OR0187_MARK LOGO: CGS
 OR0187_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0187+STABILITY: SURFACE MOTION
 OR0187
 OR0187  HISTORY     - Date     Condition        Report By
 OR0187  HISTORY     - 1949     MONUMENTED       CGS
 OR0187  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0187
 OR0187                          STATION DESCRIPTION
 OR0187
 OR0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0187'11.8 MI NE FROM BONESTEEL.
 OR0187'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0187'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18,
 OR0187'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES
 OR0187'EASTERLY ALONG A GRAVEL ROAD, THENCE 6.0 MILES NORTHEAST ALONG
 OR0187'A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD,
 OR0187'AT A T-JUNCTION OF ROADS, 268.0 FEET WEST OF THE CENTER LINE OF
 OR0187'THE NORTH-SOUTH ROAD, ABOUT 0.2 MILE SOUTH OF A SCHOOL BUILDING,
 OR0187'45.0 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 OR0187'21.0 FEET NORTHEAST OF THE CENTER LINE OF A GATE, 1.8 FEET
 OR0187'NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE, 1.5 FEET NORTHEAST
 OR0187'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0187'0.2 FOOT ABOVE THE GROUND.
 OR0187
 OR0187                          STATION RECOVERY (2013)
 OR0187
 OR0187'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0600 ***********************************************************************
 OR0600  DESIGNATION -  T 339
 OR0600  PID         -  OR0600
 OR0600  STATE/COUNTY-  SD/GREGORY
 OR0600  COUNTRY     -  US
 OR0600  USGS QUAD   -  DIXON SE (2017)
 OR0600
 OR0600                         *CURRENT SURVEY CONTROL
 OR0600  ______________________________________________________________________
 OR0600* NAD 83(1986) POSITION- 43 17 06.     (N) 099 19 00.     (W)   SCALED
 OR0600* NAVD 88 ORTHO HEIGHT -   650.632 (meters)     2134.62  (feet) ADJUSTED
 OR0600  ______________________________________________________________________
 OR0600  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 OR0600  DYNAMIC HEIGHT  -        650.389 (meters)     2133.82  (feet) COMP
 OR0600  MODELED GRAVITY -    980,226.2   (mgal)                       NAVD 88
 OR0600
 OR0600  VERT ORDER      -  SECOND    CLASS 0
 OR0600
 OR0600.The horizontal coordinates were scaled from a map and have
 OR0600.an estimated accuracy of +/- 6 seconds.
 OR0600
 OR0600.The orthometric height was determined by differential leveling and
 OR0600.adjusted by the NATIONAL GEODETIC SURVEY
 OR0600.in June 1991.
 OR0600
 OR0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0600.GEOID18 height accuracy estimate available here.
 OR0600
 OR0600.Click photographs - Photos may exist for this station.
 OR0600
 OR0600.The dynamic height is computed by dividing the NAVD 88
 OR0600.geopotential number by the normal gravity value computed on the
 OR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0600.degrees latitude (g = 980.6199 gals.).
 OR0600
 OR0600.The modeled gravity was interpolated from observed gravity values.
 OR0600
 OR0600;                    North         East    Units  Estimated Accuracy
 OR0600;SPC SD S     -   106,230.      682,510.      MT  (+/- 180 meters Scaled)
 OR0600
 OR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN743925(NAD 83)
 OR0600
 OR0600                          SUPERSEDED SURVEY CONTROL
 OR0600
 OR0600  NGVD 29 (??/??/92)  650.283  (m)         2133.47   (f) ADJ UNCH    2 0
 OR0600
 OR0600.Superseded values are not recommended for survey control.
 OR0600
 OR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0600.See file dsdata.pdf to determine how the superseded data were derived.
 OR0600
 OR0600_MARKER: DB = BENCH MARK DISK
 OR0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0600_STAMPING: T 339 1949
 OR0600_MARK LOGO: CGS
 OR0600_PROJECTION: FLUSH
 OR0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0600+STABILITY: SURFACE MOTION
 OR0600
 OR0600  HISTORY     - Date     Condition        Report By
 OR0600  HISTORY     - 1949     MONUMENTED       CGS
 OR0600  HISTORY     - 1984     MARK NOT FOUND   NGS
 OR0600
 OR0600                          STATION DESCRIPTION
 OR0600
 OR0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0600'9.4 MI NE FROM GREGORY.
 OR0600'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0600'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0600'NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILE EAST ALONG A GRAVEL
 OR0600'ROAD, AT A T-JUNCTION OF ROADS, 136.0 FEET NORTH OF THE CENTER
 OR0600'LINE OF THE EAST-WEST ROAD, 47.0 FEET WEST OF THE CENTER LINE
 OR0600'OF THE ROAD LEADING NORTH, 48.0 FEET NORTHEAST OF THE NORTHEAST
 OR0600'CORNER OF A SCHOOL BUILDING, 2.0 FEET WEST OF A POWER LINE POLE,
 OR0600'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0600
 OR0600                          STATION RECOVERY (1984)
 OR0600
 OR0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0600'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0808 ***********************************************************************
 OR0808  DESIGNATION -  T 340 RESET
 OR0808  PID         -  OR0808
 OR0808  STATE/COUNTY-  SD/GREGORY
 OR0808  COUNTRY     -  US
 OR0808  USGS QUAD   -  LUCAS SE (2017)
 OR0808
 OR0808                         *CURRENT SURVEY CONTROL
 OR0808  ______________________________________________________________________
 OR0808* NAD 83(1986) POSITION- 43 18 48.     (N) 099 07 09.     (W)   SCALED
 OR0808* NAVD 88 ORTHO HEIGHT -   611.60  (meters)     2006.6   (feet) RESET
 OR0808  ______________________________________________________________________
 OR0808  GEOID HEIGHT    -        -26.190 (meters)                     GEOID18
 OR0808  VERT ORDER      -  THIRD
 OR0808
 OR0808.The horizontal coordinates were scaled from a map and have
 OR0808.an estimated accuracy of +/- 6 seconds.
 OR0808
 OR0808.The orthometric height was computed from unverified reset data.
 OR0808
 OR0808.No vertical observational check was made to the station.
 OR0808
 OR0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0808.GEOID18 height accuracy estimate available here.
 OR0808
 OR0808.Click photographs - Photos may exist for this station.
 OR0808
 OR0808;                    North         East    Units  Estimated Accuracy
 OR0808;SPC SD S     -   109,590.      698,490.      MT  (+/- 180 meters Scaled)
 OR0808
 OR0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN903956(NAD 83)
 OR0808
 OR0808                          SUPERSEDED SURVEY CONTROL
 OR0808
 OR0808  NGVD 29 (04/17/07)  611.26   (m)         2005.4    (f) RESET       3  
 OR0808
 OR0808.Superseded values are not recommended for survey control.
 OR0808
 OR0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0808.See file dsdata.pdf to determine how the superseded data were derived.
 OR0808
 OR0808_MARKER: DV = VERTICAL CONTROL DISK
 OR0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0808_STAMPING: T 340 1949 RESET 1981
 OR0808_MARK LOGO: NGS
 OR0808_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0808+STABILITY: SURFACE MOTION
 OR0808
 OR0808  HISTORY     - Date     Condition        Report By
 OR0808  HISTORY     - 1981     MONUMENTED       NGS
 OR0808
 OR0808                          STATION DESCRIPTION
 OR0808
 OR0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OR0808'40.9 KM (25.4 MI) SW FROM PLATTE.
 OR0808'29.0 KM (18.0 MI) WEST ALONG HIGHWAY 44 FROM PLATTE, THENCE 11.9 KM
 OR0808'(7.4 MI) SOUTHEAST ALONG HIGHWAY 1806 TO A SIDE ROAD RIGHT,
 OR0808'17.8 METERS (58.5 FEET) SOUTH OF THE CENTER OF HIGHWAY 1806, AND
 OR0808'9.9 METERS (32.2 FEET) EAST OF THE CENTER OF A GRAVELED ROAD.
 OR0808'THE MARK IS 1.1 FT  N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0448 ***********************************************************************
 PR0448  DESIGNATION -  T 341
 PR0448  PID         -  PR0448
 PR0448  STATE/COUNTY-  SD/HAMLIN
 PR0448  COUNTRY     -  US
 PR0448  USGS QUAD   -  CASTLEWOOD (2017)
 PR0448
 PR0448                         *CURRENT SURVEY CONTROL
 PR0448  ______________________________________________________________________
 PR0448* NAD 83(1986) POSITION- 44 43 25.     (N) 097 01 49.     (W)   SCALED
 PR0448* NAVD 88 ORTHO HEIGHT -   513.444 (meters)     1684.52  (feet) ADJUSTED
 PR0448  ______________________________________________________________________
 PR0448  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 PR0448  DYNAMIC HEIGHT  -        513.366 (meters)     1684.27  (feet) COMP
 PR0448  MODELED GRAVITY -    980,450.8   (mgal)                       NAVD 88
 PR0448
 PR0448  VERT ORDER      -  SECOND    CLASS 0
 PR0448
 PR0448.The horizontal coordinates were scaled from a map and have
 PR0448.an estimated accuracy of +/- 6 seconds.
 PR0448
 PR0448.The orthometric height was determined by differential leveling and
 PR0448.adjusted by the NATIONAL GEODETIC SURVEY
 PR0448.in June 1991.
 PR0448
 PR0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0448.GEOID18 height accuracy estimate available here.
 PR0448
 PR0448.Click photographs - Photos may exist for this station.
 PR0448
 PR0448.The dynamic height is computed by dividing the NAVD 88
 PR0448.geopotential number by the normal gravity value computed on the
 PR0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0448.degrees latitude (g = 980.6199 gals.).
 PR0448
 PR0448.The modeled gravity was interpolated from observed gravity values.
 PR0448
 PR0448;                    North         East    Units  Estimated Accuracy
 PR0448;SPC SD N     -   103,240.      835,210.      MT  (+/- 180 meters Scaled)
 PR0448
 PR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ559541(NAD 83)
 PR0448
 PR0448                          SUPERSEDED SURVEY CONTROL
 PR0448
 PR0448  NGVD 29 (??/??/92)  513.154  (m)         1683.57   (f) ADJ UNCH    2 0
 PR0448
 PR0448.Superseded values are not recommended for survey control.
 PR0448
 PR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0448.See file dsdata.pdf to determine how the superseded data were derived.
 PR0448
 PR0448_MARKER: DB = BENCH MARK DISK
 PR0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0448_SP_SET: TANK FOOTING
 PR0448_STAMPING: T 341 1949
 PR0448_MARK LOGO: CGS
 PR0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0448
 PR0448  HISTORY     - Date     Condition        Report By
 PR0448  HISTORY     - 1949     MONUMENTED       CGS
 PR0448
 PR0448                          STATION DESCRIPTION
 PR0448
 PR0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0448'AT CASTLEWOOD.
 PR0448'AT CASTLEWOOD, 0.1 MILE WEST AND 0.1 MILE SOUTH OF THE HIGH
 PR0448'SCHOOL, AND SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 PR0448'FOOTING OF THE NORTHEAST LEG OF THE CITY WATER TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1079 ***********************************************************************
 NM1079  DESIGNATION -  T 342
 NM1079  PID         -  NM1079
 NM1079  STATE/COUNTY-  SD/YANKTON
 NM1079  COUNTRY     -  US
 NM1079  USGS QUAD   -  MISSION HILL (2017)
 NM1079
 NM1079                         *CURRENT SURVEY CONTROL
 NM1079  ______________________________________________________________________
 NM1079* NAD 83(1986) POSITION- 42 52 46.     (N) 097 19 19.     (W)   SCALED
 NM1079* NAVD 88 ORTHO HEIGHT -   357.659 (meters)     1173.42  (feet) ADJUSTED
 NM1079  ______________________________________________________________________
 NM1079  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM1079  DYNAMIC HEIGHT  -        357.557 (meters)     1173.08  (feet) COMP
 NM1079  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM1079
 NM1079  VERT ORDER      -  SECOND    CLASS 0
 NM1079
 NM1079.The horizontal coordinates were scaled from a map and have
 NM1079.an estimated accuracy of +/- 6 seconds.
 NM1079
 NM1079.The orthometric height was determined by differential leveling and
 NM1079.adjusted by the NATIONAL GEODETIC SURVEY
 NM1079.in June 1991.
 NM1079
 NM1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1079.GEOID18 height accuracy estimate available here.
 NM1079
 NM1079.Click photographs - Photos may exist for this station.
 NM1079
 NM1079.The dynamic height is computed by dividing the NAVD 88
 NM1079.geopotential number by the normal gravity value computed on the
 NM1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1079.degrees latitude (g = 980.6199 gals.).
 NM1079
 NM1079.The modeled gravity was interpolated from observed gravity values.
 NM1079
 NM1079;                    North         East    Units  Estimated Accuracy
 NM1079;SPC SD S     -    65,130.      845,980.      MT  (+/- 180 meters Scaled)
 NM1079
 NM1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN370487(NAD 83)
 NM1079
 NM1079                          SUPERSEDED SURVEY CONTROL
 NM1079
 NM1079  NGVD 29 (??/??/92)  357.461  (m)         1172.77   (f) ADJ UNCH    2 0
 NM1079
 NM1079.Superseded values are not recommended for survey control.
 NM1079
 NM1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1079.See file dsdata.pdf to determine how the superseded data were derived.
 NM1079
 NM1079_MARKER: DB = BENCH MARK DISK
 NM1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1079_STAMPING: T 342 1949
 NM1079_MARK LOGO: CGS
 NM1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1079+STABILITY: SURFACE MOTION
 NM1079
 NM1079  HISTORY     - Date     Condition        Report By
 NM1079  HISTORY     - 1949     MONUMENTED       CGS
 NM1079
 NM1079                          STATION DESCRIPTION
 NM1079
 NM1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1079'3.7 MI E FROM YANKTON.
 NM1079'3.7 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1079'YANKTON, ON THE EAST SIDE OF A PRIVATE DRIVE-WAY LEADING SOUTH
 NM1079'TO THE JOE H. SICKMAN FARM HOME, 80 FEET SOUTH OF THE CENTER LINE
 NM1079'OF THE HIGHWAY, 21.0 FEET SOUTH OF THE CENTER OF A WIRE GATE,
 NM1079'18 FEET EAST OF THE CENTER LINE OF THE DRIVE-WAY, 0.8 FEET EAST
 NM1079'OF A FENCE, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 NM1079'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1079'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1576 ***********************************************************************
 NM1576  DESIGNATION -  T 342 RESET
 NM1576  PID         -  NM1576
 NM1576  STATE/COUNTY-  SD/YANKTON
 NM1576  COUNTRY     -  US
 NM1576  USGS QUAD   -  MISSION HILL (2017)
 NM1576
 NM1576                         *CURRENT SURVEY CONTROL
 NM1576  ______________________________________________________________________
 NM1576* NAD 83(1986) POSITION- 42 52 46.     (N) 097 19 19.     (W)   SCALED
 NM1576* NAVD 88 ORTHO HEIGHT -   357.586 (meters)     1173.18  (feet) ADJUSTED
 NM1576  ______________________________________________________________________
 NM1576  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM1576  DYNAMIC HEIGHT  -        357.484 (meters)     1172.85  (feet) COMP
 NM1576  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM1576
 NM1576  VERT ORDER      -  FIRST     CLASS II
 NM1576
 NM1576.The horizontal coordinates were scaled from a map and have
 NM1576.an estimated accuracy of +/- 6 seconds.
 NM1576
 NM1576.The orthometric height was determined by differential leveling and
 NM1576.adjusted by the NATIONAL GEODETIC SURVEY
 NM1576.in June 1994.
 NM1576
 NM1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1576.GEOID18 height accuracy estimate available here.
 NM1576
 NM1576.Click photographs - Photos may exist for this station.
 NM1576
 NM1576.The dynamic height is computed by dividing the NAVD 88
 NM1576.geopotential number by the normal gravity value computed on the
 NM1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1576.degrees latitude (g = 980.6199 gals.).
 NM1576
 NM1576.The modeled gravity was interpolated from observed gravity values.
 NM1576
 NM1576;                    North         East    Units  Estimated Accuracy
 NM1576;SPC SD S     -    65,130.      845,980.      MT  (+/- 180 meters Scaled)
 NM1576
 NM1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN370487(NAD 83)
 NM1576
 NM1576                          SUPERSEDED SURVEY CONTROL
 NM1576
 NM1576  NGVD 29 (04/17/07)  357.41   (m)         1172.6    (f) RESET       3  
 NM1576
 NM1576.Superseded values are not recommended for survey control.
 NM1576
 NM1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1576.See file dsdata.pdf to determine how the superseded data were derived.
 NM1576
 NM1576_MARKER: DV = VERTICAL CONTROL DISK
 NM1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1576_STAMPING: T 342 RESET 1977
 NM1576_MARK LOGO: NGS
 NM1576_PROJECTION: RECESSED 5 CENTIMETERS
 NM1576_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1576+STABILITY: SURFACE MOTION
 NM1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1576+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM1576
 NM1576  HISTORY     - Date     Condition        Report By
 NM1576  HISTORY     - 1977     MONUMENTED       NGS
 NM1576  HISTORY     - 19930908 GOOD             NGS
 NM1576  HISTORY     - 20120319 GOOD             INDIV
 NM1576
 NM1576                          STATION DESCRIPTION
 NM1576
 NM1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NM1576'3.7 MI EAST FROM YANKTON.
 NM1576'3.7 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE IN
 NM1576'YANKTON, ON THE WEST SIDE OF A DRIVEWAY LEADING NORTH TO THE JOHN
 NM1576'GALL FARM HOME, 99.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 19.0
 NM1576'FEET WEST OF THE CENTER OF THE DRIVEWAY, AND 1.0 FOOT SOUTH OF A
 NM1576'FENCE AT STATE HIGHWAY STATION 42+44.
 NM1576
 NM1576                          STATION RECOVERY (1993)
 NM1576
 NM1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1576'6.1 KM (3.80 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1576'IN YANKTON, 145.0 M (475.7 FT) WEST OF MILEPOST 388, 25.4 M (83.3 FT)
 NM1576'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NM1576'HIGHWAY, 10.4 M (34.1 FT) WEST OF A WITNESS POST, 5.0 M (16.4 FT)
 NM1576'WEST OF THE CENTER OF A DRIVEWAY LEADING TO THE STEVE ELLIS
 NM1576'RESIDENCE, 1.0 M (3.3 FT) EAST OF THE SOUTH TIP OF A LARGE BOULDER,
 NM1576'0.9 M (3.0 FT) WEST OF THE SOUTHWEST CORNER OF THE MOST WESTERLY OF 2
 NM1576'PILLARS SUPPORTING EAGLE ORNAMENTS, AND THE MONUMENT IS RECESSED 0.05
 NM1576'M (0.16 FT) BELOW THE GROUND SURFACE.
 NM1576
 NM1576                          STATION RECOVERY (2012)
 NM1576
 NM1576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1034 ***********************************************************************
 NM1034  DESIGNATION -  T 343
 NM1034  PID         -  NM1034
 NM1034  STATE/COUNTY-  SD/CLAY
 NM1034  COUNTRY     -  US
 NM1034  USGS QUAD   -  MECKLING (2017)
 NM1034
 NM1034                         *CURRENT SURVEY CONTROL
 NM1034  ______________________________________________________________________
 NM1034* NAD 83(1986) POSITION- 42 49 20.     (N) 097 07 15.     (W)   SCALED
 NM1034* NAVD 88 ORTHO HEIGHT -   351.879 (meters)     1154.46  (feet) ADJUSTED
 NM1034  ______________________________________________________________________
 NM1034  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 NM1034  DYNAMIC HEIGHT  -        351.777 (meters)     1154.12  (feet) COMP
 NM1034  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 NM1034
 NM1034  VERT ORDER      -  SECOND    CLASS 0
 NM1034
 NM1034.The horizontal coordinates were scaled from a map and have
 NM1034.an estimated accuracy of +/- 6 seconds.
 NM1034
 NM1034.The orthometric height was determined by differential leveling and
 NM1034.adjusted by the NATIONAL GEODETIC SURVEY
 NM1034.in June 1991.
 NM1034
 NM1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1034.GEOID18 height accuracy estimate available here.
 NM1034
 NM1034.Click photographs - Photos may exist for this station.
 NM1034
 NM1034.The dynamic height is computed by dividing the NAVD 88
 NM1034.geopotential number by the normal gravity value computed on the
 NM1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1034.degrees latitude (g = 980.6199 gals.).
 NM1034
 NM1034.The modeled gravity was interpolated from observed gravity values.
 NM1034
 NM1034;                    North         East    Units  Estimated Accuracy
 NM1034;SPC SD S     -    59,390.      862,640.      MT  (+/- 180 meters Scaled)
 NM1034
 NM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN536427(NAD 83)
 NM1034
 NM1034                          SUPERSEDED SURVEY CONTROL
 NM1034
 NM1034  NGVD 29 (??/??/92)  351.670  (m)         1153.77   (f) ADJ UNCH    2 0
 NM1034
 NM1034.Superseded values are not recommended for survey control.
 NM1034
 NM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1034.See file dsdata.pdf to determine how the superseded data were derived.
 NM1034
 NM1034_MARKER: DB = BENCH MARK DISK
 NM1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1034_STAMPING: T 343 1949
 NM1034_MARK LOGO: CGS
 NM1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1034+STABILITY: SURFACE MOTION
 NM1034
 NM1034  HISTORY     - Date     Condition        Report By
 NM1034  HISTORY     - 1949     MONUMENTED       CGS
 NM1034
 NM1034                          STATION DESCRIPTION
 NM1034
 NM1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1034'4.2 MI SW FROM MECKLING.
 NM1034'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1034'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1034'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 NM1034'SOUTH ALONG A GRAVELED ROAD, 50 FEET EAST OF THE CENTER LINE
 NM1034'OF THE NORTH-SOUTH ROAD, 56.0 FEET SOUTHEAST OF THE SOUTHEAST
 NM1034'CORNER OF A BRIDGE OVER CLAY CREEK DITCH, 24.0 FEET SOUTHWEST
 NM1034'OF A FENCE CORNER POST, 11.0 FEET NORTH OF A 16-INCH COTTONWOOD
 NM1034'WITN A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 1.6 FEET
 NM1034'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1034'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0349 ***********************************************************************
 PR0349  DESIGNATION -  T 344
 PR0349  PID         -  PR0349
 PR0349  STATE/COUNTY-  SD/DEUEL
 PR0349  COUNTRY     -  US
 PR0349  USGS QUAD   -  ESTELLINE SE (2017)
 PR0349
 PR0349                         *CURRENT SURVEY CONTROL
 PR0349  ______________________________________________________________________
 PR0349* NAD 83(1986) POSITION- 44 34 22.     (N) 096 46 53.     (W)   SCALED
 PR0349* NAVD 88 ORTHO HEIGHT -   544.075 (meters)     1785.02  (feet) ADJUSTED
 PR0349  ______________________________________________________________________
 PR0349  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 PR0349  DYNAMIC HEIGHT  -        543.987 (meters)     1784.73  (feet) COMP
 PR0349  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 PR0349
 PR0349  VERT ORDER      -  FIRST     CLASS II
 PR0349
 PR0349.The horizontal coordinates were scaled from a map and have
 PR0349.an estimated accuracy of +/- 6 seconds.
 PR0349
 PR0349.The orthometric height was determined by differential leveling and
 PR0349.adjusted by the NATIONAL GEODETIC SURVEY
 PR0349.in October 1997.
 PR0349
 PR0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0349.GEOID18 height accuracy estimate available here.
 PR0349
 PR0349.Click photographs - Photos may exist for this station.
 PR0349
 PR0349.The dynamic height is computed by dividing the NAVD 88
 PR0349.geopotential number by the normal gravity value computed on the
 PR0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0349.degrees latitude (g = 980.6199 gals.).
 PR0349
 PR0349.The modeled gravity was interpolated from observed gravity values.
 PR0349
 PR0349;                    North         East    Units  Estimated Accuracy
 PR0349;SPC SD N     -    87,250.      855,580.      MT  (+/- 180 meters Scaled)
 PR0349
 PR0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ761378(NAD 83)
 PR0349
 PR0349                          SUPERSEDED SURVEY CONTROL
 PR0349
 PR0349  NAVD 88 (06/15/91)  544.086  (m)         1785.06   (f) SUPERSEDED  1 2
 PR0349  NGVD 29 (??/??/92)  543.814  (m)         1784.16   (f) ADJ UNCH    1 2
 PR0349
 PR0349.Superseded values are not recommended for survey control.
 PR0349
 PR0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0349.See file dsdata.pdf to determine how the superseded data were derived.
 PR0349
 PR0349_MARKER: DB = BENCH MARK DISK
 PR0349_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0349_STAMPING: T 344 1949
 PR0349_MARK LOGO: CGS
 PR0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0349+STABILITY: SURFACE MOTION
 PR0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0349+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0349
 PR0349  HISTORY     - Date     Condition        Report By
 PR0349  HISTORY     - 1949     MONUMENTED       CGS
 PR0349  HISTORY     - 19900703 GOOD             NGS
 PR0349
 PR0349                          STATION DESCRIPTION
 PR0349
 PR0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0349'6 MI E FROM ESTELLINE.
 PR0349'5.95 MILES EAST ALONG STATE HIGHWAY 28 FROM THE CHICAGO AND
 PR0349'NORTH WESTERN RAILROAD STATION AT ESTELLINE, 0.15 MILE EAST OF
 PR0349'A CROSSROAD, 360 FEET WEST OF A POINT WHERE STATE HIGHWAY 28
 PR0349'INTERSECTS U.S. HIGHWAY 77, 152 FEET NORTHWEST OF THE CENTER
 PR0349'LINE OF U.S. HIGHWAY 77, 49 FEET NORTH OF THE CENTER LINE OF
 PR0349'STATE HIGHWAY 28, 0.9 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF
 PR0349'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0349'0.5 FOOT ABOVE THE GROUND.
 PR0349
 PR0349                          STATION RECOVERY (1990)
 PR0349
 PR0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0349'9.6 KM (6.0 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 PR0349'MAIN STREET IN ESTELLINE, 0.2 KM (0.1 MI) EAST OF THE INTERSECTION OF
 PR0349'COUNTY ROAD 313, 14.9 M (48.9 FT) NORTH OF THE CENTERLINE OF THE
 PR0349'HIGHWAY, 13.9 M (45.6 FT) EAST OF TELEPHONE PEDESTAL NUMBER 3 14 8,
 PR0349'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.35 M (1.15 FT) SOUTH
 PR0349'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.04 M
 PR0349'(0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0430 ***********************************************************************
 PS0430  DESIGNATION -  T 349
 PS0430  PID         -  PS0430
 PS0430  STATE/COUNTY-  SD/HUGHES
 PS0430  COUNTRY     -  US
 PS0430  USGS QUAD   -  DE GREY (2017)
 PS0430
 PS0430                         *CURRENT SURVEY CONTROL
 PS0430  ______________________________________________________________________
 PS0430* NAD 83(1986) POSITION- 44 16 10.     (N) 099 53 50.     (W)   SCALED
 PS0430* NAVD 88 ORTHO HEIGHT -   435.417 (meters)     1428.53  (feet) ADJUSTED
 PS0430  ______________________________________________________________________
 PS0430  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 PS0430  DYNAMIC HEIGHT  -        435.328 (meters)     1428.24  (feet) COMP
 PS0430  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 PS0430
 PS0430  VERT ORDER      -  FIRST     CLASS II
 PS0430
 PS0430.The horizontal coordinates were scaled from a map and have
 PS0430.an estimated accuracy of +/- 6 seconds.
 PS0430
 PS0430.The orthometric height was determined by differential leveling and
 PS0430.adjusted by the NATIONAL GEODETIC SURVEY
 PS0430.in June 1991.
 PS0430
 PS0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0430.GEOID18 height accuracy estimate available here.
 PS0430
 PS0430.Click photographs - Photos may exist for this station.
 PS0430
 PS0430.The dynamic height is computed by dividing the NAVD 88
 PS0430.geopotential number by the normal gravity value computed on the
 PS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0430.degrees latitude (g = 980.6199 gals.).
 PS0430
 PS0430.The modeled gravity was interpolated from observed gravity values.
 PS0430
 PS0430;                    North         East    Units  Estimated Accuracy
 PS0430;SPC SD S     -   215,180.      634,820.      MT  (+/- 180 meters Scaled)
 PS0430
 PS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ283021(NAD 83)
 PS0430
 PS0430                          SUPERSEDED SURVEY CONTROL
 PS0430
 PS0430  NGVD 29 (??/??/92)  435.081  (m)         1427.43   (f) ADJ UNCH    1 2
 PS0430
 PS0430.Superseded values are not recommended for survey control.
 PS0430
 PS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0430.See file dsdata.pdf to determine how the superseded data were derived.
 PS0430
 PS0430_MARKER: DB = BENCH MARK DISK
 PS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0430_STAMPING: T 349 1949
 PS0430_MARK LOGO: CGS
 PS0430_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0430+STABILITY: SURFACE MOTION
 PS0430
 PS0430  HISTORY     - Date     Condition        Report By
 PS0430  HISTORY     - 1949     MONUMENTED       CGS
 PS0430  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0430
 PS0430                          STATION DESCRIPTION
 PS0430
 PS0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0430'1.4 MI SE FROM DE GREY.
 PS0430'0.35 MILE EAST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0430'AT DE GREY, THENCE 1.1 MILES SOUTHEAST ALONG A DIRT ROAD, 0.9
 PS0430'MILE SOUTH ALONG AN ABANDONED ROAD FROM BENCH MARK U 312, 0.2
 PS0430'MILE NORTHWEST OF A 2-STORY FARMHOUSE ON THE SOUTHWEST SIDE OF
 PS0430'THE ROAD, 59 FEET SOUTHEAST OF THE CENTER LINE OF AN OLD ROAD
 PS0430'LEADING NORTHEAST AND UP A DRAW, 57 FEET NORTHEAST OF THE CENTER
 PS0430'LINE OF THE NORTHWEST-SOUTHEAST ROAD, AT THE FOOT OF THE HILLS,
 PS0430'2.1 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0430'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 PS0430'GROUND.
 PS0430
 PS0430                          STATION RECOVERY (1973)
 PS0430
 PS0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0639 ***********************************************************************
 PU0639  DESIGNATION -  T 355
 PU0639  PID         -  PU0639
 PU0639  STATE/COUNTY-  SD/PENNINGTON
 PU0639  COUNTRY     -  US
 PU0639  USGS QUAD   -  OWANKA SW (2017)
 PU0639
 PU0639                         *CURRENT SURVEY CONTROL
 PU0639  ______________________________________________________________________
 PU0639* NAD 83(1986) POSITION- 44 06 37.     (N) 102 37 42.     (W)   SCALED
 PU0639* NAVD 88 ORTHO HEIGHT -   890.576 (meters)     2921.83  (feet) ADJUSTED
 PU0639  ______________________________________________________________________
 PU0639  GEOID HEIGHT    -        -18.044 (meters)                     GEOID18
 PU0639  DYNAMIC HEIGHT  -        890.300 (meters)     2920.93  (feet) COMP
 PU0639  MODELED GRAVITY -    980,278.1   (mgal)                       NAVD 88
 PU0639
 PU0639  VERT ORDER      -  SECOND    CLASS 0
 PU0639
 PU0639.The horizontal coordinates were scaled from a map and have
 PU0639.an estimated accuracy of +/- 6 seconds.
 PU0639
 PU0639.The orthometric height was determined by differential leveling and
 PU0639.adjusted by the NATIONAL GEODETIC SURVEY
 PU0639.in June 1991.
 PU0639
 PU0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0639.GEOID18 height accuracy estimate available here.
 PU0639
 PU0639.Click photographs - Photos may exist for this station.
 PU0639
 PU0639.The dynamic height is computed by dividing the NAVD 88
 PU0639.geopotential number by the normal gravity value computed on the
 PU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0639.degrees latitude (g = 980.6199 gals.).
 PU0639
 PU0639.The modeled gravity was interpolated from observed gravity values.
 PU0639
 PU0639;                    North         East    Units  Estimated Accuracy
 PU0639;SPC SD S     -   199,950.      416,300.      MT  (+/- 180 meters Scaled)
 PU0639
 PU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ897868(NAD 83)
 PU0639
 PU0639                          SUPERSEDED SURVEY CONTROL
 PU0639
 PU0639  NGVD 29 (??/??/92)  890.103  (m)         2920.28   (f) ADJ UNCH    2 0
 PU0639
 PU0639.Superseded values are not recommended for survey control.
 PU0639
 PU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0639.See file dsdata.pdf to determine how the superseded data were derived.
 PU0639
 PU0639_MARKER: DB = BENCH MARK DISK
 PU0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0639_STAMPING: T 355 1961
 PU0639_MARK LOGO: CGS
 PU0639_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0639+STABILITY: SURFACE MOTION
 PU0639
 PU0639  HISTORY     - Date     Condition        Report By
 PU0639  HISTORY     - 1961     MONUMENTED       CGS
 PU0639
 PU0639                          STATION DESCRIPTION
 PU0639
 PU0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0639'2 MI NW FROM WICKSVILLE.
 PU0639'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0639'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0639'THENCE NORTH ALONG A SURFACED ROAD FOR 1.0 MILE, 71 FEET EAST OF THE
 PU0639'CENTER OF THE GRAVELED ROAD, 42 FEET SOUTH OF THE CENTER OF A DIRT
 PU0639'ROAD, 14 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A WITNESS POST,
 PU0639'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1593 ***********************************************************************
 PU1593  DESIGNATION -  T 358
 PU1593  PID         -  PU1593
 PU1593  STATE/COUNTY-  SD/LAWRENCE
 PU1593  COUNTRY     -  US
 PU1593  USGS QUAD   -  SPEARFISH (2017)
 PU1593
 PU1593                         *CURRENT SURVEY CONTROL
 PU1593  ______________________________________________________________________
 PU1593* NAD 83(1986) POSITION- 44 29 00.     (N) 103 51 20.     (W)   SCALED
 PU1593* NAVD 88 ORTHO HEIGHT -  1132.315 (meters)     3714.94  (feet) ADJUSTED
 PU1593  ______________________________________________________________________
 PU1593  GEOID HEIGHT    -        -14.491 (meters)                     GEOID18
 PU1593  DYNAMIC HEIGHT  -       1131.922 (meters)     3713.65  (feet) COMP
 PU1593  MODELED GRAVITY -    980,232.0   (mgal)                       NAVD 88
 PU1593
 PU1593  VERT ORDER      -  FIRST     CLASS II
 PU1593
 PU1593.The horizontal coordinates were scaled from a map and have
 PU1593.an estimated accuracy of +/- 6 seconds.
 PU1593
 PU1593.The orthometric height was determined by differential leveling and
 PU1593.adjusted by the NATIONAL GEODETIC SURVEY
 PU1593.in September 1993.
 PU1593
 PU1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1593.GEOID18 height accuracy estimate available here.
 PU1593
 PU1593.Click photographs - Photos may exist for this station.
 PU1593
 PU1593.The dynamic height is computed by dividing the NAVD 88
 PU1593.geopotential number by the normal gravity value computed on the
 PU1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1593.degrees latitude (g = 980.6199 gals.).
 PU1593
 PU1593.The modeled gravity was interpolated from observed gravity values.
 PU1593
 PU1593;                    North         East    Units  Estimated Accuracy
 PU1593;SPC SD N     -    79,530.      293,400.      MT  (+/- 180 meters Scaled)
 PU1593
 PU1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK910261(NAD 83)
 PU1593
 PU1593                          SUPERSEDED SURVEY CONTROL
 PU1593
 PU1593  NAVD 88 (06/15/91) 1132.321  (m)         3714.96   (f) SUPERSEDED  1 2
 PU1593  NGVD 29 (??/??/92) 1131.763  (m)         3713.13   (f) ADJ UNCH    1 2
 PU1593
 PU1593.Superseded values are not recommended for survey control.
 PU1593
 PU1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1593.See file dsdata.pdf to determine how the superseded data were derived.
 PU1593
 PU1593_MARKER: DB = BENCH MARK DISK
 PU1593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1593_SP_SET: FOUNDATION
 PU1593_STAMPING: T 358 1962
 PU1593_MARK LOGO: CGS
 PU1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1593+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 PU1593
 PU1593  HISTORY     - Date     Condition        Report By
 PU1593  HISTORY     - 1962     MONUMENTED       CGS
 PU1593  HISTORY     - 19910819 GOOD             NGS
 PU1593
 PU1593                          STATION DESCRIPTION
 PU1593
 PU1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1593'0.4 MI S FROM SPEARFISH.
 PU1593'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1593'AT SPEARFISH AT THE BUCKINGHAM TRUCK TERMINAL, SET VERTICAL IN
 PU1593'THE NORTHEAST CORNER OF THE FOUNDATION OF THE TERMINAL, 0.9 FOOT
 PU1593'WEST OF THE NORTHEAST CORNER, 1.8 FEET ABOVE THE GROUND AND ABOUT
 PU1593'LEVEL WITH THE HIGHWAY SET VERTICAL.
 PU1593
 PU1593                          STATION RECOVERY (1991)
 PU1593
 PU1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1593'IN SPEARFISH, AT THE INTERSECTION OF COLORADO BOULEVARD AND 7TH
 PU1593'STREET, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION
 PU1593'OF THE HYMAN FREIGHT TERMINAL, 27.2 M (89.2 FT) SOUTH OF THE
 PU1593'CENTERLINE OF THE BOULEVARD, 15.1 M (49.5 FT) WEST OF THE EXTENDED
 PU1593'CENTER OF THE STREET, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 PU1593'BOULEVARD, AND 0.2 M (0.7 FT) WEST OF THE NORTHEAST CORNER OF THE
 PU1593'BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1999 ***********************************************************************
 PU1999  DESIGNATION -  T 359
 PU1999  PID         -  PU1999
 PU1999  STATE/COUNTY-  SD/BUTTE
 PU1999  COUNTRY     -  US
 PU1999  USGS QUAD   -  SOURDOUGH FLATS (2017)
 PU1999
 PU1999                         *CURRENT SURVEY CONTROL
 PU1999  ______________________________________________________________________
 PU1999* NAD 83(1986) POSITION- 44 38 22.     (N) 103 59 17.     (W)   SCALED
 PU1999* NAVD 88 ORTHO HEIGHT -   991.857 (meters)     3254.12  (feet) ADJUSTED
 PU1999  ______________________________________________________________________
 PU1999  GEOID HEIGHT    -        -14.938 (meters)                     GEOID18
 PU1999  DYNAMIC HEIGHT  -        991.562 (meters)     3253.15  (feet) COMP
 PU1999  MODELED GRAVITY -    980,286.9   (mgal)                       NAVD 88
 PU1999
 PU1999  VERT ORDER      -  SECOND    CLASS 0
 PU1999
 PU1999.The horizontal coordinates were scaled from a map and have
 PU1999.an estimated accuracy of +/- 6 seconds.
 PU1999
 PU1999.The orthometric height was determined by differential leveling and
 PU1999.adjusted by the NATIONAL GEODETIC SURVEY
 PU1999.in June 1991.
 PU1999
 PU1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1999.GEOID18 height accuracy estimate available here.
 PU1999
 PU1999.Click photographs - Photos may exist for this station.
 PU1999
 PU1999.The dynamic height is computed by dividing the NAVD 88
 PU1999.geopotential number by the normal gravity value computed on the
 PU1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1999.degrees latitude (g = 980.6199 gals.).
 PU1999
 PU1999.The modeled gravity was interpolated from observed gravity values.
 PU1999
 PU1999;                    North         East    Units  Estimated Accuracy
 PU1999;SPC SD N     -    97,370.      283,730.      MT  (+/- 180 meters Scaled)
 PU1999
 PU1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK802433(NAD 83)
 PU1999
 PU1999                          SUPERSEDED SURVEY CONTROL
 PU1999
 PU1999  NGVD 29 (??/??/92)  991.345  (m)         3252.44   (f) ADJ UNCH    2 0
 PU1999
 PU1999.Superseded values are not recommended for survey control.
 PU1999
 PU1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1999.See file dsdata.pdf to determine how the superseded data were derived.
 PU1999
 PU1999_MARKER: DB = BENCH MARK DISK
 PU1999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1999_SP_SET: CULVERT HEADWALL
 PU1999_STAMPING: T 359 1962
 PU1999_MARK LOGO: CGS
 PU1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1999+STABILITY: SURFACE MOTION
 PU1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1999+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2002
 PU1999
 PU1999  HISTORY     - Date     Condition        Report By
 PU1999  HISTORY     - 1962     MONUMENTED       CGS
 PU1999  HISTORY     - 20020313 GOOD             DUCKS
 PU1999
 PU1999                          STATION DESCRIPTION
 PU1999
 PU1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1999'7.8 MI WSW FROM BELLE FOURCHE.
 PU1999'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PU1999'BELLE FOURCHE, THENCE 6.45 MILE WEST ALONG STATE HIGHWAY 34,
 PU1999'SET IN TOP AND AT THE EAST END OF THE SOUTH HEADWALL OF A 8
 PU1999'FOOT CULVERT UNDER THE HIGHWAY, 23.5 FEET SOUTH OF THE CENTERLINE
 PU1999'OF THE HIGHWAY, 0.7 OF A FOOT WEST OF THE EAST END OF THE HEADWALL,
 PU1999'1 FOOT LOWER THAN THE HIGHWAY, DRILLED IN HORIZONTAL.
 PU1999
 PU1999                          STATION RECOVERY (2002)
 PU1999
 PU1999'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ)
 PU1999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0154 ***********************************************************************
 OR0154  DESIGNATION -  T 36
 OR0154  PID         -  OR0154
 OR0154  STATE/COUNTY-  SD/CHARLES MIX
 OR0154  COUNTRY     -  US
 OR0154  USGS QUAD   -  PLATTE (2017)
 OR0154
 OR0154                         *CURRENT SURVEY CONTROL
 OR0154  ______________________________________________________________________
 OR0154* NAD 83(1986) POSITION- 43 23 10.     (N) 098 50 25.     (W)   SCALED
 OR0154* NAVD 88 ORTHO HEIGHT -   491.484 (meters)     1612.48  (feet) ADJUSTED
 OR0154  ______________________________________________________________________
 OR0154  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 OR0154  DYNAMIC HEIGHT  -        491.326 (meters)     1611.96  (feet) COMP
 OR0154  MODELED GRAVITY -    980,282.9   (mgal)                       NAVD 88
 OR0154
 OR0154  VERT ORDER      -  FIRST     CLASS II
 OR0154
 OR0154.The horizontal coordinates were scaled from a map and have
 OR0154.an estimated accuracy of +/- 6 seconds.
 OR0154
 OR0154.The orthometric height was determined by differential leveling and
 OR0154.adjusted by the NATIONAL GEODETIC SURVEY
 OR0154.in June 1991.
 OR0154
 OR0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0154.GEOID18 height accuracy estimate available here.
 OR0154
 OR0154.Click photographs - Photos may exist for this station.
 OR0154
 OR0154.The dynamic height is computed by dividing the NAVD 88
 OR0154.geopotential number by the normal gravity value computed on the
 OR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0154.degrees latitude (g = 980.6199 gals.).
 OR0154
 OR0154.The modeled gravity was interpolated from observed gravity values.
 OR0154
 OR0154;                    North         East    Units  Estimated Accuracy
 OR0154;SPC SD S     -   118,040.      720,960.      MT  (+/- 180 meters Scaled)
 OR0154
 OR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP129037(NAD 83)
 OR0154
 OR0154                          SUPERSEDED SURVEY CONTROL
 OR0154
 OR0154  NGVD 29 (??/??/92)  491.145  (m)         1611.36   (f) ADJ UNCH    1 2
 OR0154
 OR0154.Superseded values are not recommended for survey control.
 OR0154
 OR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0154.See file dsdata.pdf to determine how the superseded data were derived.
 OR0154
 OR0154_MARKER: DB = BENCH MARK DISK
 OR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0154_STAMPING: 1611.394 T 36 1933
 OR0154_MARK LOGO: CGS
 OR0154_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0154+STABILITY: SURFACE MOTION
 OR0154
 OR0154  HISTORY     - Date     Condition        Report By
 OR0154  HISTORY     - 1933     MONUMENTED       CGS
 OR0154  HISTORY     - 1949     GOOD             CGS
 OR0154  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0154
 OR0154                          STATION DESCRIPTION
 OR0154
 OR0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0154'AT PLATTE.
 OR0154'AT PLATTE, CHARLES MIX COUNTY, AT THE HIGH SCHOOL, IN THE
 OR0154'SOUTHWEST CORNER OF THE SCHOOLYARD, 90 FEET SOUTHWEST OF THE
 OR0154'SOUTHWEST CORNER OF THE BUILDING, 10 FEET NORTH OF THE NORTH
 OR0154'EDGE OF THE EAST-AND-WEST SIDEWALK, AND 5 FEET EAST OF THE
 OR0154'EAST EDGE OF THE NORTH-AND-SOUTH SIDEWALK.  A STANDARD DISK,
 OR0154'STAMPED 1611.394 T 36 1933 AND SET IN THE TOP OF A CONCRETE
 OR0154'POST PROJECTING 5 INCHES ABOVE GROUND.
 OR0154
 OR0154                          STATION RECOVERY (1949)
 OR0154
 OR0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0154'RECOVERED IN GOOD CONDITION.
 OR0154
 OR0154                          STATION RECOVERY (2013)
 OR0154
 OR0154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1364 ***********************************************************************
 PU1364  DESIGNATION -  T 360
 PU1364  PID         -  PU1364
 PU1364  STATE/COUNTY-  SD/BUTTE
 PU1364  COUNTRY     -  US
 PU1364  USGS QUAD   -  NEWELL (2017)
 PU1364
 PU1364                         *CURRENT SURVEY CONTROL
 PU1364  ______________________________________________________________________
 PU1364* NAD 83(1986) POSITION- 44 40 35.4    (N) 103 26 57.8    (W)   HD_HELD2
 PU1364* NAVD 88 ORTHO HEIGHT -   870.249 (meters)     2855.14  (feet) ADJUSTED
 PU1364  ______________________________________________________________________
 PU1364  GEOID HEIGHT    -        -16.269 (meters)                     GEOID18
 PU1364  DYNAMIC HEIGHT  -        870.025 (meters)     2854.41  (feet) COMP
 PU1364  MODELED GRAVITY -    980,330.8   (mgal)                       NAVD 88
 PU1364
 PU1364  VERT ORDER      -  FIRST     CLASS II
 PU1364
 PU1364.The horizontal coordinates were established by autonomous hand held GPS
 PU1364.observations and have an estimated accuracy of +/- 10 meters.
 PU1364
 PU1364.The orthometric height was determined by differential leveling and
 PU1364.adjusted by the NATIONAL GEODETIC SURVEY
 PU1364.in July 1998.
 PU1364
 PU1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1364.GEOID18 height accuracy estimate available here.
 PU1364
 PU1364.Click photographs - Photos may exist for this station.
 PU1364
 PU1364.The dynamic height is computed by dividing the NAVD 88
 PU1364.geopotential number by the normal gravity value computed on the
 PU1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1364.degrees latitude (g = 980.6199 gals.).
 PU1364
 PU1364.The modeled gravity was interpolated from observed gravity values.
 PU1364
 PU1364;                    North         East    Units  Estimated Accuracy
 PU1364;SPC SD N     -    99,520.      326,594.      MT  (+/- 10 meters HH2 GPS)
 PU1364
 PU1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2289748184(NAD 83)
 PU1364
 PU1364                          SUPERSEDED SURVEY CONTROL
 PU1364
 PU1364  NAVD 88 (06/15/91)  870.213  (m)         2855.02   (f) SUPERSEDED  1 2
 PU1364  NGVD 29 (??/??/92)  869.742  (m)         2853.48   (f) ADJ UNCH    1 2
 PU1364
 PU1364.Superseded values are not recommended for survey control.
 PU1364
 PU1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1364.See file dsdata.pdf to determine how the superseded data were derived.
 PU1364
 PU1364_MARKER: DB = BENCH MARK DISK
 PU1364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1364_SP_SET: HEADWALL
 PU1364_STAMPING: T 360 1962
 PU1364_MARK LOGO: CGS
 PU1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1364+STABILITY: SURFACE MOTION
 PU1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1364+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1364
 PU1364  HISTORY     - Date     Condition        Report By
 PU1364  HISTORY     - 1962     MONUMENTED       CGS
 PU1364  HISTORY     - 19951116 GOOD             NGS
 PU1364
 PU1364                          STATION DESCRIPTION
 PU1364
 PU1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1364'3.4 MI SW FROM NEWELL.
 PU1364'3.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST LUTHERAN
 PU1364'CHURCH AT NEWELL, ALSO ABOUT 0.9 MILE WEST OF THE JUNCTION OF
 PU1364'U.S. HIGHWAY 212 AND STATE HIGHWAY 79, SET IN TOP AND AT THE
 PU1364'SOUTH CORNER OF A 12 FOOT BOX CULVERT, WITH A DIVIDING PIER,
 PU1364'UNDER THE HIGHWAY AND OVER AN IRRIGATION DITCH, 25 FEET SOUTH
 PU1364'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE
 PU1364'SOUTHWEST CORNER OF THE CULVERT, ABOUT 7 FEET BELOW THE HIGHWAY
 PU1364'AND SET HORIZONTALLY.
 PU1364
 PU1364                          STATION RECOVERY (1995)
 PU1364
 PU1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1364'6.4 KM (3.95 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1364'STATE HIGHWAY 75 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE
 PU1364'WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 PU1364'HIGHWAY, 330.0 M (1082.7 FT) EAST OF MILEPOST 35, 7.6 M (24.9 FT)
 PU1364'SOUTH OF THE HIGHWAY CENTERLINE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 PU1364'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1393 ***********************************************************************
 PU1393  DESIGNATION -  T 361
 PU1393  PID         -  PU1393
 PU1393  STATE/COUNTY-  SD/PENNINGTON
 PU1393  COUNTRY     -  US
 PU1393  USGS QUAD   -  BLACKHAWK (2017)
 PU1393
 PU1393                         *CURRENT SURVEY CONTROL
 PU1393  ______________________________________________________________________
 PU1393* NAD 83(1986) POSITION- 44 07 32.8    (N) 103 17 21.0    (W)   HD_HELD2
 PU1393* NAVD 88 ORTHO HEIGHT -  1055.516 (meters)     3462.97  (feet) ADJUSTED
 PU1393  ______________________________________________________________________
 PU1393  GEOID HEIGHT    -        -15.506 (meters)                     GEOID18
 PU1393  DYNAMIC HEIGHT  -       1055.165 (meters)     3461.82  (feet) COMP
 PU1393  MODELED GRAVITY -    980,249.1   (mgal)                       NAVD 88
 PU1393
 PU1393  VERT ORDER      -  FIRST     CLASS II
 PU1393
 PU1393.The horizontal coordinates were established by autonomous hand held GPS
 PU1393.observations and have an estimated accuracy of +/- 10 meters.
 PU1393
 PU1393.The orthometric height was determined by differential leveling and
 PU1393.adjusted by the NATIONAL GEODETIC SURVEY
 PU1393.in June 1991.
 PU1393
 PU1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1393.GEOID18 height accuracy estimate available here.
 PU1393
 PU1393.Click photographs - Photos may exist for this station.
 PU1393
 PU1393.The dynamic height is computed by dividing the NAVD 88
 PU1393.geopotential number by the normal gravity value computed on the
 PU1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1393.degrees latitude (g = 980.6199 gals.).
 PU1393
 PU1393.The modeled gravity was interpolated from observed gravity values.
 PU1393
 PU1393;                    North         East    Units  Estimated Accuracy
 PU1393;SPC SD S     -   203,339.      363,488.      MT  (+/- 10 meters HH2 GPS)
 PU1393
 PU1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3687587265(NAD 83)
 PU1393
 PU1393                          SUPERSEDED SURVEY CONTROL
 PU1393
 PU1393  NGVD 29 (??/??/92) 1055.034  (m)         3461.39   (f) ADJ UNCH    1 2
 PU1393
 PU1393.Superseded values are not recommended for survey control.
 PU1393
 PU1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1393.See file dsdata.pdf to determine how the superseded data were derived.
 PU1393
 PU1393_MARKER: DB = BENCH MARK DISK
 PU1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1393_STAMPING: T 361 1962
 PU1393_MARK LOGO: CGS
 PU1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1393+STABILITY: SURFACE MOTION
 PU1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1393+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2012
 PU1393
 PU1393  HISTORY     - Date     Condition        Report By
 PU1393  HISTORY     - 1962     MONUMENTED       CGS
 PU1393  HISTORY     - 20081015 GOOD             INDIV
 PU1393  HISTORY     - 20120809 GOOD             INDIV
 PU1393
 PU1393                          STATION DESCRIPTION
 PU1393
 PU1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1393'5 MI NW FROM RAPID CITY.
 PU1393'ABOUT 4.95 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1393'RAILWAY FROM THE STATION AT RAPID CITY, 128 FEET WEST OF THE
 PU1393'CENTER OF AN ASPHALT ROAD CROSSING, 36 1/2 FEET NORTHWEST OF THE
 PU1393'11TH TELEPHONE POLE SOUTHEAST OF MILE POST 105, 55 FEET NORTH OF
 PU1393'THE CENTER LINE OF THE ROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST
 PU1393'RAIL, 28 FEET NORTHWEST OF A FENCE CORNER, 3 FEET NORTHEAST OF
 PU1393'A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 PU1393'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 PU1393'POST PROJECTING 7 INCHES.
 PU1393
 PU1393                          STATION RECOVERY (2008)
 PU1393
 PU1393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MJL)
 PU1393'RECOVERED IN GOOD CONDITION.
 PU1393
 PU1393                          STATION RECOVERY (2012)
 PU1393
 PU1393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1548 ***********************************************************************
 PU1548  DESIGNATION -  T 362
 PU1548  PID         -  PU1548
 PU1548  STATE/COUNTY-  SD/PENNINGTON
 PU1548  COUNTRY     -  US
 PU1548  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1548
 PU1548                         *CURRENT SURVEY CONTROL
 PU1548  ______________________________________________________________________
 PU1548* NAD 83(1986) POSITION- 44 04 07.     (N) 103 16 00.     (W)   SCALED
 PU1548* NAVD 88 ORTHO HEIGHT -  1005.284 (meters)     3298.17  (feet) ADJUSTED
 PU1548  ______________________________________________________________________
 PU1548  GEOID HEIGHT    -        -15.578 (meters)                     GEOID18
 PU1548  DYNAMIC HEIGHT  -       1004.955 (meters)     3297.09  (feet) COMP
 PU1548  MODELED GRAVITY -    980,256.1   (mgal)                       NAVD 88
 PU1548
 PU1548  VERT ORDER      -  FIRST     CLASS II
 PU1548
 PU1548.The horizontal coordinates were scaled from a map and have
 PU1548.an estimated accuracy of +/- 6 seconds.
 PU1548
 PU1548.The orthometric height was determined by differential leveling and
 PU1548.adjusted by the NATIONAL GEODETIC SURVEY
 PU1548.in June 1991.
 PU1548
 PU1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1548.GEOID18 height accuracy estimate available here.
 PU1548
 PU1548.Click photographs - Photos may exist for this station.
 PU1548
 PU1548.The dynamic height is computed by dividing the NAVD 88
 PU1548.geopotential number by the normal gravity value computed on the
 PU1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1548.degrees latitude (g = 980.6199 gals.).
 PU1548
 PU1548.The modeled gravity was interpolated from observed gravity values.
 PU1548
 PU1548;                    North         East    Units  Estimated Accuracy
 PU1548;SPC SD S     -   196,930.      365,060.      MT  (+/- 180 meters Scaled)
 PU1548
 PU1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ388809(NAD 83)
 PU1548
 PU1548                          SUPERSEDED SURVEY CONTROL
 PU1548
 PU1548  NGVD 29 (??/??/92) 1004.812  (m)         3296.62   (f) ADJ UNCH    1 2
 PU1548
 PU1548.Superseded values are not recommended for survey control.
 PU1548
 PU1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1548.See file dsdata.pdf to determine how the superseded data were derived.
 PU1548
 PU1548_MARKER: DB = BENCH MARK DISK
 PU1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1548_STAMPING: T 362 1962
 PU1548_MARK LOGO: CGS
 PU1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1548+STABILITY: SURFACE MOTION
 PU1548
 PU1548  HISTORY     - Date     Condition        Report By
 PU1548  HISTORY     - 1962     MONUMENTED       CGS
 PU1548  HISTORY     - 19971222 MARK NOT FOUND   USPSQD
 PU1548  HISTORY     - 20110103 MARK NOT FOUND   INDIV
 PU1548
 PU1548                          STATION DESCRIPTION
 PU1548
 PU1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1548'2.7 MI W FROM RAPID CITY.
 PU1548'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1548'FROM THE STATION AT RAPID CITY, THENCE 0.55 MILE SOUTH ALONG
 PU1548'MT. VIEW ROAD, THENCE 1.0 MILE SOUTHWEST ALONG JACKSON BOULEVARD,
 PU1548'124 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION WITH CENTRAL
 PU1548'BOULEVARD, WEST OF AND ACROSS JACKSON BOULEVARD FROM A HOUSE
 PU1548'WITH LARGE BRICK FIREPLACE, 47 FEET NORTHWEST OF THE CENTER
 PU1548'LINE OF JACKSON BOULEVARD, 32 1/2 FEET NORTHEAST OF A STEEL
 PU1548'POWER POLE, 21 FEET SOUTHWEST OF THE CENTER OF A GATE AND
 PU1548'PRIVATE ROAD LEADING TO THE GIRL SCOUT CAMP, 1.5 FEET WEST OF
 PU1548'A METAL WITNESS POST, ABOUT LEVEL WITH THE BOULEVARD, AND SET
 PU1548'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1548
 PU1548                          STATION RECOVERY (1997)
 PU1548
 PU1548'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1548'MARK NOT FOUND.
 PU1548
 PU1548                          STATION RECOVERY (2011)
 PU1548
 PU1548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1548'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0253 ***********************************************************************
 OT0253  DESIGNATION -  T 363
 OT0253  PID         -  OT0253
 OT0253  STATE/COUNTY-  SD/PENNINGTON
 OT0253  COUNTRY     -  US
 OT0253  USGS QUAD   -  CRESTON (2017)
 OT0253
 OT0253                         *CURRENT SURVEY CONTROL
 OT0253  ______________________________________________________________________
 OT0253* NAD 83(1986) POSITION- 43 54 01.     (N) 102 40 52.     (W)   SCALED
 OT0253* NAVD 88 ORTHO HEIGHT -   773.446 (meters)     2537.55  (feet) ADJUSTED
 OT0253  ______________________________________________________________________
 OT0253  GEOID HEIGHT    -        -17.817 (meters)                     GEOID18
 OT0253  DYNAMIC HEIGHT  -        773.211 (meters)     2536.78  (feet) COMP
 OT0253  MODELED GRAVITY -    980,289.5   (mgal)                       NAVD 88
 OT0253
 OT0253  VERT ORDER      -  FIRST     CLASS II
 OT0253
 OT0253.The horizontal coordinates were scaled from a map and have
 OT0253.an estimated accuracy of +/- 6 seconds.
 OT0253
 OT0253.The orthometric height was determined by differential leveling and
 OT0253.adjusted by the NATIONAL GEODETIC SURVEY
 OT0253.in June 1991.
 OT0253
 OT0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0253.GEOID18 height accuracy estimate available here.
 OT0253
 OT0253.Click photographs - Photos may exist for this station.
 OT0253
 OT0253.The dynamic height is computed by dividing the NAVD 88
 OT0253.geopotential number by the normal gravity value computed on the
 OT0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0253.degrees latitude (g = 980.6199 gals.).
 OT0253
 OT0253.The modeled gravity was interpolated from observed gravity values.
 OT0253
 OT0253;                    North         East    Units  Estimated Accuracy
 OT0253;SPC SD S     -   176,740.      411,420.      MT  (+/- 180 meters Scaled)
 OT0253
 OT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ862634(NAD 83)
 OT0253
 OT0253                          SUPERSEDED SURVEY CONTROL
 OT0253
 OT0253  NGVD 29 (??/??/92)  773.000  (m)         2536.08   (f) ADJ UNCH    1 2
 OT0253
 OT0253.Superseded values are not recommended for survey control.
 OT0253
 OT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0253.See file dsdata.pdf to determine how the superseded data were derived.
 OT0253
 OT0253_MARKER: DB = BENCH MARK DISK
 OT0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0253_STAMPING: T 363 1962
 OT0253_MARK LOGO: CGS
 OT0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0253+STABILITY: SURFACE MOTION
 OT0253
 OT0253  HISTORY     - Date     Condition        Report By
 OT0253  HISTORY     - 1962     MONUMENTED       CGS
 OT0253
 OT0253                          STATION DESCRIPTION
 OT0253
 OT0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0253'31 MI SE FROM RAPID CITY.
 OT0253'ABOUT 31.05 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0253'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0253'STATION AT RAPID CITY, OR 11.20 MILES NORTHWEST ALONG THE
 OT0253'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE POST
 OT0253'OFFICE AT SCENIC, 0.6 MILE SOUTHEAST OF MILE POST 630, IN SECTION
 OT0253'4, T 2 S, R 12 E, AT THE SOUTH END OF A DEEP CUT, EAST OF AND ON
 OT0253'THE OUTSIDE OF A LONG CURVE IN THE TRACK, 48 1/2 FEET EAST
 OT0253'OF THE EAST RAIL, 47 FEET EAST OF THE EAST END OF A CATTLE GUARD,
 OT0253'2 FEET NORTH OF A T-CORNER FENCE POST, IN LINE WITH A FENCE
 OT0253'LEADING SOUTH, 2.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OT0253'2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0253'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0002 ***********************************************************************
 OT0002  DESIGNATION -  T 364
 OT0002  PID         -  OT0002
 OT0002  STATE/COUNTY-  SD/JACKSON
 OT0002  COUNTRY     -  US
 OT0002  USGS QUAD   -  CONATA NE (2017)
 OT0002
 OT0002                         *CURRENT SURVEY CONTROL
 OT0002  ______________________________________________________________________
 OT0002* NAD 83(1986) POSITION- 43 43 49.     (N) 102 01 09.     (W)   SCALED
 OT0002* NAVD 88 ORTHO HEIGHT -   725.485 (meters)     2380.20  (feet) POSTED
 OT0002  ______________________________________________________________________
 OT0002  GEOID HEIGHT    -        -19.781 (meters)                     GEOID18
 OT0002  DYNAMIC HEIGHT  -        725.25  (meters)     2379.4   (feet) COMP
 OT0002  MODELED GRAVITY -    980,278.4   (mgal)                       NAVD 88
 OT0002
 OT0002  VERT ORDER      -  * POSTED, SEE BELOW
 OT0002
 OT0002.The horizontal coordinates were scaled from a map and have
 OT0002.an estimated accuracy of +/- 6 seconds.
 OT0002
 OT0002.The orthometric height was determined by differential leveling
 OT0002.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0002
 OT0002.* This is a POSTED BENCH MARK height.
 OT0002
 OT0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0002.GEOID18 height accuracy estimate available here.
 OT0002
 OT0002.Click photographs - Photos may exist for this station.
 OT0002
 OT0002.The dynamic height is computed by dividing the NAVD 88
 OT0002.geopotential number by the normal gravity value computed on the
 OT0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0002.degrees latitude (g = 980.6199 gals.).
 OT0002
 OT0002.The modeled gravity was interpolated from observed gravity values.
 OT0002
 OT0002;                    North         East    Units  Estimated Accuracy
 OT0002;SPC SD S     -   156,570.      464,200.      MT  (+/- 180 meters Scaled)
 OT0002
 OT0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ400462(NAD 83)
 OT0002
 OT0002                          SUPERSEDED SURVEY CONTROL
 OT0002
 OT0002  NGVD 29 (??/??/92)  725.029  (m)         2378.70   (f) ADJ UNCH    1 2
 OT0002
 OT0002.Superseded values are not recommended for survey control.
 OT0002
 OT0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0002.See file dsdata.pdf to determine how the superseded data were derived.
 OT0002
 OT0002_MARKER: DB = BENCH MARK DISK
 OT0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0002_STAMPING: T 364 1962
 OT0002_MARK LOGO: CGS
 OT0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0002+STABILITY: SURFACE MOTION
 OT0002
 OT0002  HISTORY     - Date     Condition        Report By
 OT0002  HISTORY     - 1962     MONUMENTED       CGS
 OT0002
 OT0002                          STATION DESCRIPTION
 OT0002
 OT0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0002'1.8 MI W FROM INTERIOR.
 OT0002'ABOUT 1.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0002'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, 0.1 MILE WEST
 OT0002'OF A LARGE LONE COTTONWOOD TREE ON NORTH SIDE OF TRACK, 68 FEET
 OT0002'EAST OF THE 3RD POLE EAST OF MILE POST 590, IN LINE WITH A ROW
 OT0002'OF TELEPHONE POLES, 141 FEET SOUTH OF AND ACROSS THE TRACK FROM
 OT0002'A T-CORNER FENCE POST, 38 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
 OT0002'EAST OF NORTH-SOUTH FENCE LINE, 2.2 FEET NORTH OF A METAL
 OT0002'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A
 OT0002'CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0467 ***********************************************************************
 OS0467  DESIGNATION -  T 365
 OS0467  PID         -  OS0467
 OS0467  STATE/COUNTY-  SD/JACKSON
 OS0467  COUNTRY     -  US
 OS0467  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0467
 OS0467                         *CURRENT SURVEY CONTROL
 OS0467  ______________________________________________________________________
 OS0467* NAD 83(1986) POSITION- 43 43 39.     (N) 101 52 00.     (W)   SCALED
 OS0467* NAVD 88 ORTHO HEIGHT -   719.053 (meters)     2359.09  (feet) ADJUSTED
 OS0467  ______________________________________________________________________
 OS0467  GEOID HEIGHT    -        -20.262 (meters)                     GEOID18
 OS0467  DYNAMIC HEIGHT  -        718.825 (meters)     2358.34  (feet) COMP
 OS0467  MODELED GRAVITY -    980,278.2   (mgal)                       NAVD 88
 OS0467
 OS0467  VERT ORDER      -  FIRST     CLASS II
 OS0467
 OS0467.The horizontal coordinates were scaled from a map and have
 OS0467.an estimated accuracy of +/- 6 seconds.
 OS0467
 OS0467.The orthometric height was determined by differential leveling and
 OS0467.adjusted by the NATIONAL GEODETIC SURVEY
 OS0467.in June 1991.
 OS0467
 OS0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0467.GEOID18 height accuracy estimate available here.
 OS0467
 OS0467.Click photographs - Photos may exist for this station.
 OS0467
 OS0467.The dynamic height is computed by dividing the NAVD 88
 OS0467.geopotential number by the normal gravity value computed on the
 OS0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0467.degrees latitude (g = 980.6199 gals.).
 OS0467
 OS0467.The modeled gravity was interpolated from observed gravity values.
 OS0467
 OS0467;                    North         East    Units  Estimated Accuracy
 OS0467;SPC SD S     -   156,020.      476,470.      MT  (+/- 180 meters Scaled)
 OS0467
 OS0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP691456(NAD 83)
 OS0467
 OS0467                          SUPERSEDED SURVEY CONTROL
 OS0467
 OS0467  NGVD 29 (??/??/92)  718.612  (m)         2357.65   (f) ADJ UNCH    1 2
 OS0467
 OS0467.Superseded values are not recommended for survey control.
 OS0467
 OS0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0467.See file dsdata.pdf to determine how the superseded data were derived.
 OS0467
 OS0467_MARKER: DB = BENCH MARK DISK
 OS0467_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0467+WITH SETTING: INFORMATION.
 OS0467_STAMPING: T 365 1962
 OS0467_MARK LOGO: CGS
 OS0467_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0467
 OS0467  HISTORY     - Date     Condition        Report By
 OS0467  HISTORY     - 1962     MONUMENTED       CGS
 OS0467
 OS0467                          STATION DESCRIPTION
 OS0467
 OS0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0467'6.2 MI E FROM INTERIOR.
 OS0467'ABOUT 6.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0467'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 5,
 OS0467'T 4 S, R 19 E, ON THE CREST OF A SLIGHT RISE, 132 FEET NORTHEAST
 OS0467'OF MILE POST 582, 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2
 OS0467'FEET SOUTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS
 OS0467'POST, ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE RAILS, AND ON THE
 OS0467'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 OS0467'OF 6 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0082 ***********************************************************************
 OT0082  DESIGNATION -  T 366
 OT0082  PID         -  OT0082
 OT0082  STATE/COUNTY-  SD/PENNINGTON
 OT0082  COUNTRY     -  US
 OT0082  USGS QUAD   -  WALL SE (2017)
 OT0082
 OT0082                         *CURRENT SURVEY CONTROL
 OT0082  ______________________________________________________________________
 OT0082* NAD 83(1986) POSITION- 43 46 29.     (N) 102 02 37.     (W)   SCALED
 OT0082* NAVD 88 ORTHO HEIGHT -   753.202 (meters)     2471.13  (feet) ADJUSTED
 OT0082  ______________________________________________________________________
 OT0082  GEOID HEIGHT    -        -19.705 (meters)                     GEOID18
 OT0082  DYNAMIC HEIGHT  -        752.961 (meters)     2470.34  (feet) COMP
 OT0082  MODELED GRAVITY -    980,274.1   (mgal)                       NAVD 88
 OT0082
 OT0082  VERT ORDER      -  SECOND    CLASS 0
 OT0082
 OT0082.The horizontal coordinates were scaled from a map and have
 OT0082.an estimated accuracy of +/- 6 seconds.
 OT0082
 OT0082.The orthometric height was determined by differential leveling and
 OT0082.adjusted by the NATIONAL GEODETIC SURVEY
 OT0082.in June 1991.
 OT0082
 OT0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0082.GEOID18 height accuracy estimate available here.
 OT0082
 OT0082.Click photographs - Photos may exist for this station.
 OT0082
 OT0082.The dynamic height is computed by dividing the NAVD 88
 OT0082.geopotential number by the normal gravity value computed on the
 OT0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0082.degrees latitude (g = 980.6199 gals.).
 OT0082
 OT0082.The modeled gravity was interpolated from observed gravity values.
 OT0082
 OT0082;                    North         East    Units  Estimated Accuracy
 OT0082;SPC SD S     -   161,540.      462,330.      MT  (+/- 180 meters Scaled)
 OT0082
 OT0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ379511(NAD 83)
 OT0082
 OT0082                          SUPERSEDED SURVEY CONTROL
 OT0082
 OT0082  NGVD 29 (??/??/92)  752.736  (m)         2469.60   (f) ADJ UNCH    2 0
 OT0082
 OT0082.Superseded values are not recommended for survey control.
 OT0082
 OT0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0082.See file dsdata.pdf to determine how the superseded data were derived.
 OT0082
 OT0082_MARKER: DB = BENCH MARK DISK
 OT0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0082_STAMPING: T 366 1962
 OT0082_MARK LOGO: CGS
 OT0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0082+STABILITY: SURFACE MOTION
 OT0082
 OT0082  HISTORY     - Date     Condition        Report By
 OT0082  HISTORY     - 1962     MONUMENTED       CGS
 OT0082
 OT0082                          STATION DESCRIPTION
 OT0082
 OT0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0082'6.1 MI NW FROM INTERIOR.
 OT0082'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OT0082'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 3.3 MILES
 OT0082'NORTHWEST ALONG A GRADED DIRT ROAD, ABOUT 0.1 MILE SOUTHWEST OF
 OT0082'THE BASE OF A BALD RIDGE CALLED THE PINNACLES, 150 FEET WEST OF
 OT0082'THE BASE OF A SMALL BALD MOUND WHICH IS ABOUT 6 FEET HIGH, 106
 OT0082'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH
 OT0082'THE ROAD, 1.9 FEET EAST OF A METAL WITNESS POST, AND SET IN THE
 OT0082'TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0413 ***********************************************************************
 PU0413  DESIGNATION -  T 367
 PU0413  PID         -  PU0413
 PU0413  STATE/COUNTY-  SD/PENNINGTON
 PU0413  COUNTRY     -  US
 PU0413  USGS QUAD   -  LAKE HILL (2017)
 PU0413
 PU0413                         *CURRENT SURVEY CONTROL
 PU0413  ______________________________________________________________________
 PU0413* NAD 83(1986) POSITION- 44 07 28.     (N) 102 12 28.     (W)   SCALED
 PU0413* NAVD 88 ORTHO HEIGHT -   874.863 (meters)     2870.28  (feet) ADJUSTED
 PU0413  ______________________________________________________________________
 PU0413  GEOID HEIGHT    -        -19.141 (meters)                     GEOID18
 PU0413  DYNAMIC HEIGHT  -        874.603 (meters)     2869.43  (feet) COMP
 PU0413  MODELED GRAVITY -    980,291.8   (mgal)                       NAVD 88
 PU0413
 PU0413  VERT ORDER      -  SECOND    CLASS 0
 PU0413
 PU0413.The horizontal coordinates were scaled from a map and have
 PU0413.an estimated accuracy of +/- 6 seconds.
 PU0413
 PU0413.The orthometric height was determined by differential leveling and
 PU0413.adjusted by the NATIONAL GEODETIC SURVEY
 PU0413.in June 1991.
 PU0413
 PU0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0413.GEOID18 height accuracy estimate available here.
 PU0413
 PU0413.Click photographs - Photos may exist for this station.
 PU0413
 PU0413.The dynamic height is computed by dividing the NAVD 88
 PU0413.geopotential number by the normal gravity value computed on the
 PU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0413.degrees latitude (g = 980.6199 gals.).
 PU0413
 PU0413.The modeled gravity was interpolated from observed gravity values.
 PU0413
 PU0413;                    North         East    Units  Estimated Accuracy
 PU0413;SPC SD S     -   200,670.      449,990.      MT  (+/- 180 meters Scaled)
 PU0413
 PU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ233894(NAD 83)
 PU0413
 PU0413                          SUPERSEDED SURVEY CONTROL
 PU0413
 PU0413  NGVD 29 (??/??/92)  874.406  (m)         2868.78   (f) ADJ UNCH    2 0
 PU0413
 PU0413.Superseded values are not recommended for survey control.
 PU0413
 PU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0413.See file dsdata.pdf to determine how the superseded data were derived.
 PU0413
 PU0413_MARKER: DB = BENCH MARK DISK
 PU0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0413_STAMPING: T 367 1962
 PU0413_MARK LOGO: CGS
 PU0413_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0413+STABILITY: SURFACE MOTION
 PU0413
 PU0413  HISTORY     - Date     Condition        Report By
 PU0413  HISTORY     - 1962     MONUMENTED       CGS
 PU0413
 PU0413                          STATION DESCRIPTION
 PU0413
 PU0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0413'10.6 MI N FROM WALL.
 PU0413'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0413'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.05
 PU0413'MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.2 MILE NORTHWEST OF A
 PU0413'LAKE, 53 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 49
 PU0413'FEET EAST OF THE CENTER LINE OF THE ROAD, 100 FEET NORTHEAST OF
 PU0413'AND ACROSS THE ROAD FROM A POWER POLE, 23.6 FEET SOUTHEAST OF A
 PU0413'CORNER FENCE POST, 18 FEET NORTH OF THE CENTER LINE OF A TRAIL
 PU0413'ROAD LEADING EAST, 2.0 FEET SOUTHWEST OF A FENCE, 2.0 FEET
 PU0413'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 PU0413'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PU0413'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1743 ***********************************************************************
 PU1743  DESIGNATION -  T 368
 PU1743  PID         -  PU1743
 PU1743  STATE/COUNTY-  SD/BUTTE
 PU1743  COUNTRY     -  US
 PU1743  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1743
 PU1743                         *CURRENT SURVEY CONTROL
 PU1743  ______________________________________________________________________
 PU1743* NAD 83(1986) POSITION- 44 39 45.     (N) 103 50 15.     (W)   SCALED
 PU1743* NAVD 88 ORTHO HEIGHT -   932.331 (meters)     3058.82  (feet) ADJUSTED
 PU1743  ______________________________________________________________________
 PU1743  GEOID HEIGHT    -        -15.339 (meters)                     GEOID18
 PU1743  DYNAMIC HEIGHT  -        932.073 (meters)     3057.98  (feet) COMP
 PU1743  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 PU1743
 PU1743  VERT ORDER      -  FIRST     CLASS II
 PU1743
 PU1743.The horizontal coordinates were scaled from a map and have
 PU1743.an estimated accuracy of +/- 6 seconds.
 PU1743
 PU1743.The orthometric height was determined by differential leveling and
 PU1743.adjusted by the NATIONAL GEODETIC SURVEY
 PU1743.in June 1991.
 PU1743
 PU1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1743.GEOID18 height accuracy estimate available here.
 PU1743
 PU1743.Click photographs - Photos may exist for this station.
 PU1743
 PU1743.The dynamic height is computed by dividing the NAVD 88
 PU1743.geopotential number by the normal gravity value computed on the
 PU1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1743.degrees latitude (g = 980.6199 gals.).
 PU1743
 PU1743.The modeled gravity was interpolated from observed gravity values.
 PU1743
 PU1743;                    North         East    Units  Estimated Accuracy
 PU1743;SPC SD N     -    99,350.      295,780.      MT  (+/- 180 meters Scaled)
 PU1743
 PU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK921461(NAD 83)
 PU1743
 PU1743                          SUPERSEDED SURVEY CONTROL
 PU1743
 PU1743  NGVD 29 (??/??/92)  931.842  (m)         3057.22   (f) ADJ UNCH    1 2
 PU1743
 PU1743.Superseded values are not recommended for survey control.
 PU1743
 PU1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1743.See file dsdata.pdf to determine how the superseded data were derived.
 PU1743
 PU1743_MARKER: DB = BENCH MARK DISK
 PU1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1743_STAMPING: T 368 1962
 PU1743_MARK LOGO: CGS
 PU1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1743+STABILITY: SURFACE MOTION
 PU1743
 PU1743  HISTORY     - Date     Condition        Report By
 PU1743  HISTORY     - 1962     MONUMENTED       CGS
 PU1743
 PU1743                          STATION DESCRIPTION
 PU1743
 PU1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1743'1 MI SE FROM BELLE FOURCHE.
 PU1743'ABOUT 1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1743'RAILWAY FROM THE STATION AT BELLE FOURCHE, AT A ROAD CROSSING
 PU1743'IN SECTION 14, T 8 N, R 2 E, 2 POLES NORTHWEST OF MILE POST 153,
 PU1743'125 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET SOUTH OF THE
 PU1743'CENTER LINE OF THE ROAD, 8 FEET SOUTH OF A POWER POLE, 5 1/2
 PU1743'FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE,
 PU1743'1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE
 PU1743'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 PU1743'PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1836 ***********************************************************************
 PU1836  DESIGNATION -  T 369
 PU1836  PID         -  PU1836
 PU1836  STATE/COUNTY-  SD/BUTTE
 PU1836  COUNTRY     -  US
 PU1836  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1836
 PU1836                         *CURRENT SURVEY CONTROL
 PU1836  ______________________________________________________________________
 PU1836* NAD 83(1986) POSITION- 44 56 23.     (N) 103 54 06.     (W)   SCALED
 PU1836* NAVD 88 ORTHO HEIGHT -   941.495 (meters)     3088.89  (feet) ADJUSTED
 PU1836  ______________________________________________________________________
 PU1836  GEOID HEIGHT    -        -15.737 (meters)                     GEOID18
 PU1836  DYNAMIC HEIGHT  -        941.245 (meters)     3088.07  (feet) COMP
 PU1836  MODELED GRAVITY -    980,320.0   (mgal)                       NAVD 88
 PU1836
 PU1836  VERT ORDER      -  SECOND    CLASS 0
 PU1836
 PU1836.The horizontal coordinates were scaled from a map and have
 PU1836.an estimated accuracy of +/- 6 seconds.
 PU1836
 PU1836.The orthometric height was determined by differential leveling and
 PU1836.adjusted by the NATIONAL GEODETIC SURVEY
 PU1836.in June 1991.
 PU1836
 PU1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1836.GEOID18 height accuracy estimate available here.
 PU1836
 PU1836.Click photographs - Photos may exist for this station.
 PU1836
 PU1836.The dynamic height is computed by dividing the NAVD 88
 PU1836.geopotential number by the normal gravity value computed on the
 PU1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1836.degrees latitude (g = 980.6199 gals.).
 PU1836
 PU1836.The modeled gravity was interpolated from observed gravity values.
 PU1836
 PU1836;                    North         East    Units  Estimated Accuracy
 PU1836;SPC SD N     -   130,360.      292,180.      MT  (+/- 180 meters Scaled)
 PU1836
 PU1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK866768(NAD 83)
 PU1836
 PU1836                          SUPERSEDED SURVEY CONTROL
 PU1836
 PU1836  NGVD 29 (??/??/92)  941.002  (m)         3087.27   (f) ADJ UNCH    2 0
 PU1836
 PU1836.Superseded values are not recommended for survey control.
 PU1836
 PU1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1836.See file dsdata.pdf to determine how the superseded data were derived.
 PU1836
 PU1836_MARKER: DB = BENCH MARK DISK
 PU1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1836_STAMPING: T 369 1962
 PU1836_MARK LOGO: CGS
 PU1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1836+STABILITY: SURFACE MOTION
 PU1836
 PU1836  HISTORY     - Date     Condition        Report By
 PU1836  HISTORY     - 1962     MONUMENTED       CGS
 PU1836
 PU1836                          STATION DESCRIPTION
 PU1836
 PU1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1836'22.4 MI NW FROM BELLE FOURCHE.
 PU1836'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1836'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.05
 PU1836'MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTH
 PU1836'ALONG A PRIVATE ROAD, THENCE 2.0 MILES NORTHEAST ALONG A TRAIL
 PU1836'ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.7 FEET
 PU1836'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU1836'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0226 ***********************************************************************
 OS0226  DESIGNATION -  T 37
 OS0226  PID         -  OS0226
 OS0226  STATE/COUNTY-  SD/MELLETTE
 OS0226  COUNTRY     -  US
 OS0226  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0226
 OS0226                         *CURRENT SURVEY CONTROL
 OS0226  ______________________________________________________________________
 OS0226* NAD 83(1986) POSITION- 43 36 12.93   (N) 100 43 06.51   (W)   HD_HELD1
 OS0226* NAVD 88 ORTHO HEIGHT -   584.112 (meters)     1916.37  (feet) ADJUSTED
 OS0226  ______________________________________________________________________
 OS0226  GEOID HEIGHT    -        -24.081 (meters)                     GEOID18
 OS0226  DYNAMIC HEIGHT  -        583.903 (meters)     1915.69  (feet) COMP
 OS0226  MODELED GRAVITY -    980,243.6   (mgal)                       NAVD 88
 OS0226
 OS0226  VERT ORDER      -  FIRST     CLASS II
 OS0226
 OS0226.The horizontal coordinates were determined by differentially corrected
 OS0226.hand held GPS observations or other comparable positioning techniques
 OS0226.and have an estimated accuracy of +/- 3 meters.
 OS0226
 OS0226.The orthometric height was determined by differential leveling and
 OS0226.adjusted by the NATIONAL GEODETIC SURVEY
 OS0226.in June 1994.
 OS0226
 OS0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0226.GEOID18 height accuracy estimate available here.
 OS0226
 OS0226.Click photographs - Photos may exist for this station.
 OS0226
 OS0226.The dynamic height is computed by dividing the NAVD 88
 OS0226.geopotential number by the normal gravity value computed on the
 OS0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0226.degrees latitude (g = 980.6199 gals.).
 OS0226
 OS0226.The modeled gravity was interpolated from observed gravity values.
 OS0226
 OS0226;                    North         East    Units  Estimated Accuracy
 OS0226;SPC SD S     -   141,186.5     568,907.3     MT  (+/- 3 meters HH1 GPS) 
 OS0226
 OS0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6130729280(NAD 83)
 OS0226
 OS0226                          SUPERSEDED SURVEY CONTROL
 OS0226
 OS0226  NAVD 88 (06/15/91)  584.133  (m)         1916.44   (f) SUPERSEDED  1 2
 OS0226  NGVD 29 (??/??/92)  583.703  (m)         1915.03   (f) ADJ UNCH    1 2
 OS0226
 OS0226.Superseded values are not recommended for survey control.
 OS0226
 OS0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0226.See file dsdata.pdf to determine how the superseded data were derived.
 OS0226
 OS0226_MARKER: DB = BENCH MARK DISK
 OS0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0226_STAMPING: T 37 1933
 OS0226_MARK LOGO: CGS
 OS0226_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0226+STABILITY: SURFACE MOTION
 OS0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0226+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 OS0226
 OS0226  HISTORY     - Date     Condition        Report By
 OS0226  HISTORY     - 1933     MONUMENTED       CGS
 OS0226  HISTORY     - 1934     GOOD             CGS
 OS0226  HISTORY     - 19920721 GOOD             NGS
 OS0226  HISTORY     - 20051104 GOOD             HKM
 OS0226
 OS0226                          STATION DESCRIPTION
 OS0226
 OS0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0226'3.4 MI NE FROM WHITE RIVER.
 OS0226'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 83 FROM WHITE RIVER,
 OS0226'MELLETTE COUNTY, 0.5 MILE EAST OF A SMALL BRICK FARMHOUSE,
 OS0226'44 YARDS WEST OF A SMALL BRIDGE, 30 YARDS WEST OF TWO COTTONWOOD
 OS0226'TREES, 13 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 YARDS
 OS0226'WEST OF THE ENTRANCE TO A FIELD, AND 3 YARDS SOUTH OF A FENCE.
 OS0226'A STANDARD DISK, STAMPED T 37 1933 AND SET IN THE TOP OF A
 OS0226'CONCRETE POST.
 OS0226
 OS0226                          STATION RECOVERY (1992)
 OS0226
 OS0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0226'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0226'IN WHITE RIVER, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0226'83, THENCE 2.8 KM (1.75 MI) EASTERLY ALONG A GRAVELED ROAD, 37.7 M
 OS0226'(123.7 FT) WEST OF THE SOUTH END OF A CULVERT HEADWALL, 12.8 M (42.0
 OS0226'FT) SOUTH OF THE CENTER OF THE ROAD, 7.6 M (24.9 FT) WEST OF THE
 OS0226'CENTER OF A GATE, 2.8 M (9.2 FT) SOUTH OF A WITNESS POST AND FENCE,
 OS0226'0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 OS0226'0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
 OS0226
 OS0226                          STATION RECOVERY (2005)
 OS0226
 OS0226'RECOVERY NOTE BY HKM ASSOCIATES 2005 (SB)
 OS0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0262 ***********************************************************************
 OS0262  DESIGNATION -  T 370
 OS0262  PID         -  OS0262
 OS0262  STATE/COUNTY-  SD/JACKSON
 OS0262  COUNTRY     -  US
 OS0262  USGS QUAD   -  BELVIDERE (2017)
 OS0262
 OS0262                         *CURRENT SURVEY CONTROL
 OS0262  ______________________________________________________________________
 OS0262* NAD 83(1986) POSITION- 43 50 07.     (N) 101 17 02.     (W)   SCALED
 OS0262* NAVD 88 ORTHO HEIGHT -   704.842 (meters)     2312.47  (feet) ADJUSTED
 OS0262  ______________________________________________________________________
 OS0262  GEOID HEIGHT    -        -22.473 (meters)                     GEOID18
 OS0262  DYNAMIC HEIGHT  -        704.611 (meters)     2311.71  (feet) COMP
 OS0262  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 OS0262
 OS0262  VERT ORDER      -  FIRST     CLASS II
 OS0262
 OS0262.The horizontal coordinates were scaled from a map and have
 OS0262.an estimated accuracy of +/- 6 seconds.
 OS0262
 OS0262.The orthometric height was determined by differential leveling and
 OS0262.adjusted by the NATIONAL GEODETIC SURVEY
 OS0262.in June 1991.
 OS0262
 OS0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0262.GEOID18 height accuracy estimate available here.
 OS0262
 OS0262.Click photographs - Photos may exist for this station.
 OS0262
 OS0262.The dynamic height is computed by dividing the NAVD 88
 OS0262.geopotential number by the normal gravity value computed on the
 OS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0262.degrees latitude (g = 980.6199 gals.).
 OS0262
 OS0262.The modeled gravity was interpolated from observed gravity values.
 OS0262
 OS0262;                    North         East    Units  Estimated Accuracy
 OS0262;SPC SD S     -   167,290.      523,560.      MT  (+/- 180 meters Scaled)
 OS0262
 OS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP163561(NAD 83)
 OS0262
 OS0262                          SUPERSEDED SURVEY CONTROL
 OS0262
 OS0262  NGVD 29 (??/??/92)  704.346  (m)         2310.84   (f) ADJ UNCH    1 2
 OS0262
 OS0262.Superseded values are not recommended for survey control.
 OS0262
 OS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0262.See file dsdata.pdf to determine how the superseded data were derived.
 OS0262
 OS0262_MARKER: DB = BENCH MARK DISK
 OS0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0262_STAMPING: T 370 1962
 OS0262_MARK LOGO: CGS
 OS0262_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0262+STABILITY: SURFACE MOTION
 OS0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0262+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1988
 OS0262
 OS0262  HISTORY     - Date     Condition        Report By
 OS0262  HISTORY     - 1962     MONUMENTED       CGS
 OS0262  HISTORY     - 1985     GOOD             NGS
 OS0262  HISTORY     - 19880505 GOOD             NGS
 OS0262
 OS0262                          STATION DESCRIPTION
 OS0262
 OS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0262'0.6 MI W FROM BELVIDERE.
 OS0262'ABOUT 0.65 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0262'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0262'30, T 2 S, R 24 E, AT A ROAD CROSSING AND 15 POLES WEST OF
 OS0262'MILE POST 549, 45 FEET SOUTH OF THE SOUTH RAIL, 43 FEET WEST
 OS0262'OF THE CENTER LINE OF THE ROAD, 83 FEET EAST OF A TELEPHONE
 OS0262'POLE, 14 FEET WEST OF A FENCE CORNER, 3 FEET NORTH OF A FENCE,
 OS0262'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 OS0262'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0262'PROJECTING 6 INCHES.
 OS0262
 OS0262                          STATION RECOVERY (1985)
 OS0262
 OS0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0262'THE MARK IS 1.0 M BELOW THE TRACKS.
 OS0262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 OS0262'MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT BELVIDERE,
 OS0262'THENCE 0.95 KM (0.6 MI) WEST ALONG OLD US HIGHWAY 16, THENCE 0.3 KM
 OS0262'(0.2 MI) SOUTH ALONG A DIRT ROAD, IN THE SOUTHWEST CORNER OF THE
 OS0262'JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 OS0262'13.1 METERS (43 FT) WEST OF THE CENTER OF THE ROAD, 13.7 METERS (45
 OS0262'FT) SOUTH OF THE SOUTH RAIL, 4.2 METERS (14 FT) WEST OF THE EAST END
 OS0262'OF A WOODEN FENCE BRACE AND 0.9 METER (3 FT) NORTH OF THE RAILROAD
 OS0262'RIGHT-OF-WAY FENCE.
 OS0262'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 OS0262
 OS0262                          STATION RECOVERY (1988)
 OS0262
 OS0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OS0262'0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 63 (MAIN STREET IN
 OS0262'BELVIDERE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90, THEN
 OS0262'WEST 1 KM (0.60 MI) ALONG A COUNTY ROAD, THEN 0.2 KM (0.10 MI)
 OS0262'SOUTH ALONG A COUNTY ROAD, IN SECTION 30, T 2 S, R 24 E,
 OS0262'13.72 M (45 FT) SOUTH OF THE SOUTH RAIL, 14.1 METERS (43 FT WEST)
 OS0262'FROM THE ROAD CENTER 25.3 M (83.0 FT) EAST OF A TELEPHONE POLE,
 OS0262'4.3 M (14 FT) WEST FROM A FENCE CORNER, 1 M (3.3 FT) NORTH FROM A
 OS0262'FENCE, 0.5 M (1.6 FT) EAST FROM A WITNESS POST, ABOUT 1.3 M (4.3 FT)
 OS0262'BELOW THE RAIL, IN THE TOP OF A CONCRETE POST THAT PROJECTS
 OS0262'0.15 M (0.5 FT).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0586 ***********************************************************************
 PT0586  DESIGNATION -  T 371
 PT0586  PID         -  PT0586
 PT0586  STATE/COUNTY-  SD/HAAKON
 PT0586  COUNTRY     -  US
 PT0586  USGS QUAD   -  PHILIP (2017)
 PT0586
 PT0586                         *CURRENT SURVEY CONTROL
 PT0586  ______________________________________________________________________
 PT0586* NAD 83(1986) POSITION- 44 01 26.     (N) 101 39 44.     (W)   SCALED
 PT0586* NAVD 88 ORTHO HEIGHT -   686.534 (meters)     2252.40  (feet) ADJUSTED
 PT0586  ______________________________________________________________________
 PT0586  GEOID HEIGHT    -        -21.115 (meters)                     GEOID18
 PT0586  DYNAMIC HEIGHT  -        686.335 (meters)     2251.75  (feet) COMP
 PT0586  MODELED GRAVITY -    980,305.8   (mgal)                       NAVD 88
 PT0586
 PT0586  VERT ORDER      -  FIRST     CLASS II
 PT0586
 PT0586.The horizontal coordinates were scaled from a map and have
 PT0586.an estimated accuracy of +/- 6 seconds.
 PT0586
 PT0586.The orthometric height was determined by differential leveling and
 PT0586.adjusted by the NATIONAL GEODETIC SURVEY
 PT0586.in June 1991.
 PT0586
 PT0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0586.GEOID18 height accuracy estimate available here.
 PT0586
 PT0586.Click photographs - Photos may exist for this station.
 PT0586
 PT0586.The dynamic height is computed by dividing the NAVD 88
 PT0586.geopotential number by the normal gravity value computed on the
 PT0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0586.degrees latitude (g = 980.6199 gals.).
 PT0586
 PT0586.The modeled gravity was interpolated from observed gravity values.
 PT0586
 PT0586;                    North         East    Units  Estimated Accuracy
 PT0586;SPC SD S     -   188,660.      493,470.      MT  (+/- 180 meters Scaled)
 PT0586
 PT0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP866779(NAD 83)
 PT0586
 PT0586                          SUPERSEDED SURVEY CONTROL
 PT0586
 PT0586  NGVD 29 (??/??/92)  686.084  (m)         2250.93   (f) ADJ UNCH    1 2
 PT0586
 PT0586.Superseded values are not recommended for survey control.
 PT0586
 PT0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0586.See file dsdata.pdf to determine how the superseded data were derived.
 PT0586
 PT0586_MARKER: DB = BENCH MARK DISK
 PT0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0586_STAMPING: T 371 1962
 PT0586_MARK LOGO: CGS
 PT0586_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0586+STABILITY: SURFACE MOTION
 PT0586
 PT0586  HISTORY     - Date     Condition        Report By
 PT0586  HISTORY     - 1962     MONUMENTED       CGS
 PT0586
 PT0586                          STATION DESCRIPTION
 PT0586
 PT0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0586'1 MI S FROM PHILIP.
 PT0586'ABOUT 1.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 PT0586'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 306 FEET SOUTH
 PT0586'OF A LARGE CONCRETE CULVERT, 96 FEET EAST OF THE CENTERLINE
 PT0586'OF THE HIGHWAY, 53 FEET WEST OF A POWER POLE, 1.6 FEET NORTH OF
 PT0586'A METAL WITNESS POST, 1 1/2 FEET WEST OF A FENCE, ABOUT 3 FEET
 PT0586'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PT0586'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0443 ***********************************************************************
 OS0443  DESIGNATION -  T 372
 OS0443  PID         -  OS0443
 OS0443  STATE/COUNTY-  SD/JACKSON
 OS0443  COUNTRY     -  US
 OS0443  USGS QUAD   -  BELVIDERE SW (2017)
 OS0443
 OS0443                         *CURRENT SURVEY CONTROL
 OS0443  ______________________________________________________________________
 OS0443* NAD 83(1986) POSITION- 43 50 02.     (N) 101 29 58.     (W)   SCALED
 OS0443* NAVD 88 ORTHO HEIGHT -   748.413 (meters)     2455.42  (feet) ADJUSTED
 OS0443  ______________________________________________________________________
 OS0443  GEOID HEIGHT    -        -21.659 (meters)                     GEOID18
 OS0443  DYNAMIC HEIGHT  -        748.168 (meters)     2454.61  (feet) COMP
 OS0443  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 OS0443
 OS0443  VERT ORDER      -  FIRST     CLASS II
 OS0443
 OS0443.The horizontal coordinates were scaled from a map and have
 OS0443.an estimated accuracy of +/- 6 seconds.
 OS0443
 OS0443.The orthometric height was determined by differential leveling and
 OS0443.adjusted by the NATIONAL GEODETIC SURVEY
 OS0443.in June 1991.
 OS0443
 OS0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0443.GEOID18 height accuracy estimate available here.
 OS0443
 OS0443.Click photographs - Photos may exist for this station.
 OS0443
 OS0443.The dynamic height is computed by dividing the NAVD 88
 OS0443.geopotential number by the normal gravity value computed on the
 OS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0443.degrees latitude (g = 980.6199 gals.).
 OS0443
 OS0443.The modeled gravity was interpolated from observed gravity values.
 OS0443
 OS0443;                    North         East    Units  Estimated Accuracy
 OS0443;SPC SD S     -   167,360.      506,220.      MT  (+/- 180 meters Scaled)
 OS0443
 OS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP990564(NAD 83)
 OS0443
 OS0443                          SUPERSEDED SURVEY CONTROL
 OS0443
 OS0443  NGVD 29 (??/??/92)  747.958  (m)         2453.93   (f) ADJ UNCH    1 2
 OS0443
 OS0443.Superseded values are not recommended for survey control.
 OS0443
 OS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0443.See file dsdata.pdf to determine how the superseded data were derived.
 OS0443
 OS0443_MARKER: DB = BENCH MARK DISK
 OS0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0443_STAMPING: T 372 1962
 OS0443_MARK LOGO: CGS
 OS0443_PROJECTION: FLUSH
 OS0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0443+STABILITY: SURFACE MOTION
 OS0443
 OS0443  HISTORY     - Date     Condition        Report By
 OS0443  HISTORY     - 1962     MONUMENTED       CGS
 OS0443  HISTORY     - 1985     GOOD             NGS
 OS0443
 OS0443                          STATION DESCRIPTION
 OS0443
 OS0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0443'0.8 MI NE FROM KADOTA.
 OS0443'ABOUT 0.4 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0443'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 0.4 MILE
 OS0443'SOUTH EAST ALONG THE ACCESS ROAD TO KADOKO CITY AIRPORT AND
 OS0443'AT THE AIRPORT, SOUTHEAST OF EAST CORNER OF THE MOST SOUTHEASTERLY
 OS0443'ONE OF A GROUP OF HANGERS, ABOUT LEVEL WITH THE GROUND, AND SET
 OS0443'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OS0443
 OS0443                          STATION RECOVERY (1985)
 OS0443
 OS0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0389 ***********************************************************************
 PU0389  DESIGNATION -  T 373
 PU0389  PID         -  PU0389
 PU0389  STATE/COUNTY-  SD/PENNINGTON
 PU0389  COUNTRY     -  US
 PU0389  USGS QUAD   -  PEDRO (2017)
 PU0389
 PU0389                         *CURRENT SURVEY CONTROL
 PU0389  ______________________________________________________________________
 PU0389* NAD 83(1986) POSITION- 44 28 47.     (N) 102 00 55.     (W)   SCALED
 PU0389* NAVD 88 ORTHO HEIGHT -   700.614 (meters)     2298.60  (feet) ADJUSTED
 PU0389  ______________________________________________________________________
 PU0389  GEOID HEIGHT    -        -19.979 (meters)                     GEOID18
 PU0389  DYNAMIC HEIGHT  -        700.448 (meters)     2298.05  (feet) COMP
 PU0389  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 PU0389
 PU0389  VERT ORDER      -  SECOND    CLASS 0
 PU0389
 PU0389.The horizontal coordinates were scaled from a map and have
 PU0389.an estimated accuracy of +/- 6 seconds.
 PU0389
 PU0389.The orthometric height was determined by differential leveling and
 PU0389.adjusted by the NATIONAL GEODETIC SURVEY
 PU0389.in June 1991.
 PU0389
 PU0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0389.GEOID18 height accuracy estimate available here.
 PU0389
 PU0389.Click photographs - Photos may exist for this station.
 PU0389
 PU0389.The dynamic height is computed by dividing the NAVD 88
 PU0389.geopotential number by the normal gravity value computed on the
 PU0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0389.degrees latitude (g = 980.6199 gals.).
 PU0389
 PU0389.The modeled gravity was interpolated from observed gravity values.
 PU0389
 PU0389;                    North         East    Units  Estimated Accuracy
 PU0389;SPC SD S     -   239,810.      466,200.      MT  (+/- 180 meters Scaled)
 PU0389
 PU0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK373294(NAD 83)
 PU0389
 PU0389                          SUPERSEDED SURVEY CONTROL
 PU0389
 PU0389  NGVD 29 (??/??/92)  700.166  (m)         2297.13   (f) ADJ UNCH    2 0
 PU0389
 PU0389.Superseded values are not recommended for survey control.
 PU0389
 PU0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0389.See file dsdata.pdf to determine how the superseded data were derived.
 PU0389
 PU0389_MARKER: DB = BENCH MARK DISK
 PU0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0389_STAMPING: T 373 1962
 PU0389_MARK LOGO: CGS
 PU0389_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0389+STABILITY: SURFACE MOTION
 PU0389
 PU0389  HISTORY     - Date     Condition        Report By
 PU0389  HISTORY     - 1962     MONUMENTED       CGS
 PU0389
 PU0389                          STATION DESCRIPTION
 PU0389
 PU0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0389'10.6 MI NE FROM PEDRO.
 PU0389'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0389'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0389'9.65 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 12,
 PU0389'T 6 N, R 17 E, OR 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM
 PU0389'THE POST OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG
 PU0389'STATE HIGHWAY 34 AND 73, THENCE 9.6 MILES SOUTHEAST ALONG A
 PU0389'GRAVELED ROAD, THENCE 0.9 MILE WEST ALONG A WINDING TRAIL ROAD,
 PU0389'THENCE 2.1 MILES SOUTH ALONG A GRADED DIRT ROAD, 24 FEET NORTH
 PU0389'OF THE CENTER OF A WIRE GATE, 1 1/2 FEET WEST OF A FENCE, 1.7
 PU0389'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0389'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0365 ***********************************************************************
 PU0365  DESIGNATION -  T 374
 PU0365  PID         -  PU0365
 PU0365  STATE/COUNTY-  SD/HAAKON
 PU0365  COUNTRY     -  US
 PU0365  USGS QUAD   -  PEDRO SE (2017)
 PU0365
 PU0365                         *CURRENT SURVEY CONTROL
 PU0365  ______________________________________________________________________
 PU0365* NAD 83(1986) POSITION- 44 18 26.     (N) 102 00 08.     (W)   SCALED
 PU0365* NAVD 88 ORTHO HEIGHT -   833.572 (meters)     2734.81  (feet) ADJUSTED
 PU0365  ______________________________________________________________________
 PU0365  GEOID HEIGHT    -        -19.915 (meters)                     GEOID18
 PU0365  DYNAMIC HEIGHT  -        833.344 (meters)     2734.06  (feet) COMP
 PU0365  MODELED GRAVITY -    980,315.4   (mgal)                       NAVD 88
 PU0365
 PU0365  VERT ORDER      -  SECOND    CLASS 0
 PU0365
 PU0365.The horizontal coordinates were scaled from a map and have
 PU0365.an estimated accuracy of +/- 6 seconds.
 PU0365
 PU0365.The orthometric height was determined by differential leveling and
 PU0365.adjusted by the NATIONAL GEODETIC SURVEY
 PU0365.in June 1991.
 PU0365
 PU0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0365.GEOID18 height accuracy estimate available here.
 PU0365
 PU0365.Click photographs - Photos may exist for this station.
 PU0365
 PU0365.The dynamic height is computed by dividing the NAVD 88
 PU0365.geopotential number by the normal gravity value computed on the
 PU0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0365.degrees latitude (g = 980.6199 gals.).
 PU0365
 PU0365.The modeled gravity was interpolated from observed gravity values.
 PU0365
 PU0365;                    North         East    Units  Estimated Accuracy
 PU0365;SPC SD S     -   220,630.      466,850.      MT  (+/- 180 meters Scaled)
 PU0365
 PU0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK391103(NAD 83)
 PU0365
 PU0365                          SUPERSEDED SURVEY CONTROL
 PU0365
 PU0365  NGVD 29 (??/??/92)  833.111  (m)         2733.30   (f) ADJ UNCH    2 0
 PU0365
 PU0365.Superseded values are not recommended for survey control.
 PU0365
 PU0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0365.See file dsdata.pdf to determine how the superseded data were derived.
 PU0365
 PU0365_MARKER: DB = BENCH MARK DISK
 PU0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0365_STAMPING: T 374 1962
 PU0365_MARK LOGO: CGS
 PU0365_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0365+STABILITY: SURFACE MOTION
 PU0365
 PU0365  HISTORY     - Date     Condition        Report By
 PU0365  HISTORY     - 1962     MONUMENTED       CGS
 PU0365
 PU0365                          STATION DESCRIPTION
 PU0365
 PU0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0365'8.7 MI NW FROM HILLAND.
 PU0365'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0365'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0365'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0365'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0365'GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0365'ON THE OUTSIDE OF A CURVE, IN SECTION 18, T 4 N, R 18 E, 51 FEET
 PU0365'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF
 PU0365'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0365'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0679 ***********************************************************************
 PT0679  DESIGNATION -  T 375
 PT0679  PID         -  PT0679
 PT0679  STATE/COUNTY-  SD/HAAKON
 PT0679  COUNTRY     -  US
 PT0679  USGS QUAD   -  POST RANCH (2017)
 PT0679
 PT0679                         *CURRENT SURVEY CONTROL
 PT0679  ______________________________________________________________________
 PT0679* NAD 83(1986) POSITION- 44 21 33.     (N) 101 55 13.     (W)   SCALED
 PT0679* NAVD 88 ORTHO HEIGHT -   770.208 (meters)     2526.92  (feet) ADJUSTED
 PT0679  ______________________________________________________________________
 PT0679  GEOID HEIGHT    -        -20.196 (meters)                     GEOID18
 PT0679  DYNAMIC HEIGHT  -        770.002 (meters)     2526.25  (feet) COMP
 PT0679  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 PT0679
 PT0679  VERT ORDER      -  SECOND    CLASS 0
 PT0679
 PT0679.The horizontal coordinates were scaled from a map and have
 PT0679.an estimated accuracy of +/- 6 seconds.
 PT0679
 PT0679.The orthometric height was determined by differential leveling and
 PT0679.adjusted by the NATIONAL GEODETIC SURVEY
 PT0679.in June 1991.
 PT0679
 PT0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0679.GEOID18 height accuracy estimate available here.
 PT0679
 PT0679.Click photographs - Photos may exist for this station.
 PT0679
 PT0679.The dynamic height is computed by dividing the NAVD 88
 PT0679.geopotential number by the normal gravity value computed on the
 PT0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0679.degrees latitude (g = 980.6199 gals.).
 PT0679
 PT0679.The modeled gravity was interpolated from observed gravity values.
 PT0679
 PT0679;                    North         East    Units  Estimated Accuracy
 PT0679;SPC SD S     -   226,270.      473,500.      MT  (+/- 180 meters Scaled)
 PT0679
 PT0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ672159(NAD 83)
 PT0679
 PT0679                          SUPERSEDED SURVEY CONTROL
 PT0679
 PT0679  NGVD 29 (??/??/92)  769.746  (m)         2525.41   (f) ADJ UNCH    2 0
 PT0679
 PT0679.Superseded values are not recommended for survey control.
 PT0679
 PT0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0679.See file dsdata.pdf to determine how the superseded data were derived.
 PT0679
 PT0679_MARKER: DB = BENCH MARK DISK
 PT0679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0679+WITH SETTING: INFORMATION.
 PT0679_STAMPING: T 375 1962
 PT0679_MARK LOGO: CGS
 PT0679_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0679_ROD/PIPE-DEPTH: 2.4 meters
 PT0679
 PT0679  HISTORY     - Date     Condition        Report By
 PT0679  HISTORY     - 1962     MONUMENTED       CGS
 PT0679
 PT0679                          STATION DESCRIPTION
 PT0679
 PT0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0679'11.1 MI NW FROM HILLAND.
 PT0679'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0679'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0679'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PT0679'1.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH
 PT0679'ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES EAST ALONG A GRADED
 PT0679'DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 PT0679'27, T 5 N, R 18 E, 39 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PT0679'52 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST
 PT0679'THROUGH A WIRE GATE, 20 FEET SOUTHEAST OF A POWER POLE, 1 1/2
 PT0679'FEET EAST OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 PT0679'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 PT0679'COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN
 PT0679'A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1689 ***********************************************************************
 PU1689  DESIGNATION -  T 376
 PU1689  PID         -  PU1689
 PU1689  STATE/COUNTY-  SD/LAWRENCE
 PU1689  COUNTRY     -  US
 PU1689  USGS QUAD   -  SPEARFISH (2017)
 PU1689
 PU1689                         *CURRENT SURVEY CONTROL
 PU1689  ______________________________________________________________________
 PU1689* NAD 83(1986) POSITION- 44 28 29.     (N) 103 47 47.     (W)   SCALED
 PU1689* NAVD 88 ORTHO HEIGHT -  1203.403 (meters)     3948.16  (feet) ADJUSTED
 PU1689  ______________________________________________________________________
 PU1689  GEOID HEIGHT    -        -14.530 (meters)                     GEOID18
 PU1689  DYNAMIC HEIGHT  -       1202.980 (meters)     3946.78  (feet) COMP
 PU1689  MODELED GRAVITY -    980,224.5   (mgal)                       NAVD 88
 PU1689
 PU1689  VERT ORDER      -  SECOND    CLASS 0
 PU1689
 PU1689.The horizontal coordinates were scaled from a map and have
 PU1689.an estimated accuracy of +/- 6 seconds.
 PU1689
 PU1689.The orthometric height was determined by differential leveling and
 PU1689.adjusted by the NATIONAL GEODETIC SURVEY
 PU1689.in June 1991.
 PU1689
 PU1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1689.GEOID18 height accuracy estimate available here.
 PU1689
 PU1689.Click photographs - Photos may exist for this station.
 PU1689
 PU1689.The dynamic height is computed by dividing the NAVD 88
 PU1689.geopotential number by the normal gravity value computed on the
 PU1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1689.degrees latitude (g = 980.6199 gals.).
 PU1689
 PU1689.The modeled gravity was interpolated from observed gravity values.
 PU1689
 PU1689;                    North         East    Units  Estimated Accuracy
 PU1689;SPC SD N     -    78,350.      298,060.      MT  (+/- 180 meters Scaled)
 PU1689
 PU1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK957253(NAD 83)
 PU1689
 PU1689                          SUPERSEDED SURVEY CONTROL
 PU1689
 PU1689  NGVD 29 (??/??/92) 1202.837  (m)         3946.31   (f) ADJ UNCH    2 0
 PU1689
 PU1689.Superseded values are not recommended for survey control.
 PU1689
 PU1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1689.See file dsdata.pdf to determine how the superseded data were derived.
 PU1689
 PU1689_MARKER: DB = BENCH MARK DISK
 PU1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1689_SP_SET: BRIDGE CLUB
 PU1689_STAMPING: T 376 1962
 PU1689_MARK LOGO: CGS
 PU1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1689
 PU1689  HISTORY     - Date     Condition        Report By
 PU1689  HISTORY     - 1962     MONUMENTED       CGS
 PU1689  HISTORY     - 1971     GOOD             NGS
 PU1689
 PU1689                          STATION DESCRIPTION
 PU1689
 PU1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1689'3.6 MI E FROM SPEARFISH.
 PU1689'3.55 MILE EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1689'SPEARFISH, AT A BRIDGE OVER FALSE BOTTOM CREEK, SET IN TOP
 PU1689'OF THE EAST END OF THE SOUTH CURB, 12 FEET SOUTH OF THE
 PU1689'CENTERLINE OF THE HIGHWAY, 0.2 FEET NORTHEAST OF THE EAST END
 PU1689'OF THE GUARDRAIL, ABOUT LEVEL WITH THE HIGHWAY, DISK SET
 PU1689'HORIZONTAL.
 PU1689
 PU1689                          STATION RECOVERY (1971)
 PU1689
 PU1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PU1689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2024 ***********************************************************************
 PU2024  DESIGNATION -  T 377
 PU2024  PID         -  PU2024
 PU2024  STATE/COUNTY-  SD/BUTTE
 PU2024  COUNTRY     -  US
 PU2024  USGS QUAD   -  NISLAND (2017)
 PU2024
 PU2024                         *CURRENT SURVEY CONTROL
 PU2024  ______________________________________________________________________
 PU2024* NAD 83(1986) POSITION- 44 38 53.     (N) 103 36 30.     (W)   SCALED
 PU2024* NAVD 88 ORTHO HEIGHT -   901.469 (meters)     2957.57  (feet) ADJUSTED
 PU2024  ______________________________________________________________________
 PU2024  GEOID HEIGHT    -        -15.791 (meters)                     GEOID18
 PU2024  DYNAMIC HEIGHT  -        901.226 (meters)     2956.77  (feet) COMP
 PU2024  MODELED GRAVITY -    980,317.3   (mgal)                       NAVD 88
 PU2024
 PU2024  VERT ORDER      -  SECOND    CLASS 0
 PU2024
 PU2024.The horizontal coordinates were scaled from a map and have
 PU2024.an estimated accuracy of +/- 6 seconds.
 PU2024
 PU2024.The orthometric height was determined by differential leveling and
 PU2024.adjusted by the NATIONAL GEODETIC SURVEY
 PU2024.in June 1991.
 PU2024
 PU2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2024.GEOID18 height accuracy estimate available here.
 PU2024
 PU2024.Click photographs - Photos may exist for this station.
 PU2024
 PU2024.The dynamic height is computed by dividing the NAVD 88
 PU2024.geopotential number by the normal gravity value computed on the
 PU2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2024.degrees latitude (g = 980.6199 gals.).
 PU2024
 PU2024.The modeled gravity was interpolated from observed gravity values.
 PU2024
 PU2024;                    North         East    Units  Estimated Accuracy
 PU2024;SPC SD N     -    96,910.      313,860.      MT  (+/- 180 meters Scaled)
 PU2024
 PU2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK103447(NAD 83)
 PU2024
 PU2024                          SUPERSEDED SURVEY CONTROL
 PU2024
 PU2024  NGVD 29 (??/??/92)  900.983  (m)         2955.98   (f) ADJ UNCH    2 0
 PU2024
 PU2024.Superseded values are not recommended for survey control.
 PU2024
 PU2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2024.See file dsdata.pdf to determine how the superseded data were derived.
 PU2024
 PU2024_MARKER: DB = BENCH MARK DISK
 PU2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2024_STAMPING: T 377 1962
 PU2024_MARK LOGO: CGS
 PU2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2024+STABILITY: SURFACE MOTION
 PU2024
 PU2024  HISTORY     - Date     Condition        Report By
 PU2024  HISTORY     - 1962     MONUMENTED       CGS
 PU2024
 PU2024                          STATION DESCRIPTION
 PU2024
 PU2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2024'4.6 MI SW FROM NISLAND.
 PU2024'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2024'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 1.6 MILE WEST
 PU2024'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 PU2024'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 6.25 MILES
 PU2024'SOUTHEAST OF FRUITDALE, 40 FEET NORTH OF THE CENTER LINE OF THE
 PU2024'ROAD, 68 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 PU2024'SOUTH, 123 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 PU2024'SCHOOLHOUSE, 22 1/2 FEET WEST OF A POWER POLE WITH TWO GUY WIRES
 PU2024'1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 PU2024'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PU2024'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0477 ***********************************************************************
 PU0477  DESIGNATION -  T 378
 PU0477  PID         -  PU0477
 PU0477  STATE/COUNTY-  SD/PENNINGTON
 PU0477  COUNTRY     -  US
 PU0477  USGS QUAD   -  CREIGHTON (2017)
 PU0477
 PU0477                         *CURRENT SURVEY CONTROL
 PU0477  ______________________________________________________________________
 PU0477* NAD 83(1986) POSITION- 44 21 35.     (N) 102 08 12.     (W)   SCALED
 PU0477* NAVD 88 ORTHO HEIGHT -   666.484 (meters)     2186.62  (feet) ADJUSTED
 PU0477  ______________________________________________________________________
 PU0477  GEOID HEIGHT    -        -19.592 (meters)                     GEOID18
 PU0477  DYNAMIC HEIGHT  -        666.321 (meters)     2186.09  (feet) COMP
 PU0477  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 PU0477
 PU0477  VERT ORDER      -  SECOND    CLASS 0
 PU0477
 PU0477.The horizontal coordinates were scaled from a map and have
 PU0477.an estimated accuracy of +/- 6 seconds.
 PU0477
 PU0477.The orthometric height was determined by differential leveling and
 PU0477.adjusted by the NATIONAL GEODETIC SURVEY
 PU0477.in June 1991.
 PU0477
 PU0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0477.GEOID18 height accuracy estimate available here.
 PU0477
 PU0477.Click photographs - Photos may exist for this station.
 PU0477
 PU0477.The dynamic height is computed by dividing the NAVD 88
 PU0477.geopotential number by the normal gravity value computed on the
 PU0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0477.degrees latitude (g = 980.6199 gals.).
 PU0477
 PU0477.The modeled gravity was interpolated from observed gravity values.
 PU0477
 PU0477;                    North         East    Units  Estimated Accuracy
 PU0477;SPC SD S     -   226,690.      456,250.      MT  (+/- 180 meters Scaled)
 PU0477
 PU0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK281158(NAD 83)
 PU0477
 PU0477                          SUPERSEDED SURVEY CONTROL
 PU0477
 PU0477  NGVD 29 (??/??/92)  666.035  (m)         2185.15   (f) ADJ UNCH    2 0
 PU0477
 PU0477.Superseded values are not recommended for survey control.
 PU0477
 PU0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0477.See file dsdata.pdf to determine how the superseded data were derived.
 PU0477
 PU0477_MARKER: DB = BENCH MARK DISK
 PU0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0477_STAMPING: T 378 1962
 PU0477_MARK LOGO: CGS
 PU0477_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0477_ROD/PIPE-DEPTH: 3.7 meters
 PU0477
 PU0477  HISTORY     - Date     Condition        Report By
 PU0477  HISTORY     - 1962     MONUMENTED       CGS
 PU0477
 PU0477                          STATION DESCRIPTION
 PU0477
 PU0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0477'5 MI SW FROM PEDRO.
 PU0477'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0477'PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0477'JUNCTION, THENCE 3.55 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 PU0477'0.25 MILE WEST OF A RANCH HOUSE LOCATED ON THE SOUTHEAST SIDE OF
 PU0477'A CURVE IN THE ROAD, ABOUT 400 FEET NORTH-NORTHEAST OF THE
 PU0477'CENTER OF A WOODED RAVINE, 73 FEET SOUTH OF THE CENTER LINE OF
 PU0477'THE ROAD, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 1/2
 PU0477'FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0477'COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND
 PU0477'ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0536 ***********************************************************************
 PU0536  DESIGNATION -  T 379
 PU0536  PID         -  PU0536
 PU0536  STATE/COUNTY-  SD/PENNINGTON
 PU0536  COUNTRY     -  US
 PU0536  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0536
 PU0536                         *CURRENT SURVEY CONTROL
 PU0536  ______________________________________________________________________
 PU0536* NAD 83(1986) POSITION- 44 06 36.     (N) 102 01 38.     (W)   SCALED
 PU0536* NAVD 88 ORTHO HEIGHT -   799.134 (meters)     2621.83  (feet) ADJUSTED
 PU0536  ______________________________________________________________________
 PU0536  GEOID HEIGHT    -        -19.764 (meters)                     GEOID18
 PU0536  DYNAMIC HEIGHT  -        798.902 (meters)     2621.06  (feet) COMP
 PU0536  MODELED GRAVITY -    980,300.3   (mgal)                       NAVD 88
 PU0536
 PU0536  VERT ORDER      -  SECOND    CLASS 0
 PU0536
 PU0536.The horizontal coordinates were scaled from a map and have
 PU0536.an estimated accuracy of +/- 6 seconds.
 PU0536
 PU0536.The orthometric height was determined by differential leveling and
 PU0536.adjusted by the NATIONAL GEODETIC SURVEY
 PU0536.in June 1991.
 PU0536
 PU0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0536.GEOID18 height accuracy estimate available here.
 PU0536
 PU0536.Click photographs - Photos may exist for this station.
 PU0536
 PU0536.The dynamic height is computed by dividing the NAVD 88
 PU0536.geopotential number by the normal gravity value computed on the
 PU0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0536.degrees latitude (g = 980.6199 gals.).
 PU0536
 PU0536.The modeled gravity was interpolated from observed gravity values.
 PU0536
 PU0536;                    North         East    Units  Estimated Accuracy
 PU0536;SPC SD S     -   198,760.      464,410.      MT  (+/- 180 meters Scaled)
 PU0536
 PU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ379883(NAD 83)
 PU0536
 PU0536                          SUPERSEDED SURVEY CONTROL
 PU0536
 PU0536  NGVD 29 (??/??/92)  798.678  (m)         2620.33   (f) ADJ UNCH    2 0
 PU0536
 PU0536.Superseded values are not recommended for survey control.
 PU0536
 PU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0536.See file dsdata.pdf to determine how the superseded data were derived.
 PU0536
 PU0536_MARKER: DB = BENCH MARK DISK
 PU0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0536_STAMPING: T 379 1962
 PU0536_MARK LOGO: CGS
 PU0536_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0536+STABILITY: SURFACE MOTION
 PU0536
 PU0536  HISTORY     - Date     Condition        Report By
 PU0536  HISTORY     - 1962     MONUMENTED       CGS
 PU0536
 PU0536                          STATION DESCRIPTION
 PU0536
 PU0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0536'13.8 MI NE FROM QUINN.
 PU0536'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0536'AT QUINN, THENCE 5.05 MILES EAST ALONG A GRAVELED ROAD, 49 FEET
 PU0536'SOUTHEAST OF THE CENTER LINE OF A ROAD INTERSECTION, 71 FEET
 PU0536'EAST OF A POWER POLE, 33 1/2 FEET SOUTH OF THE CENTER LINE
 PU0536'OF THE ROAD, 23 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 PU0536'LEADING SOUTH, 7.0 FEET EAST OF A CORNER FENCE POST, 1 1/2
 PU0536'FEET NORTH OF A FENCE, 1.2 FEET SOUTHWEST OF A METAL WITNESS
 PU0536'POST, 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PU0536'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0168 ***********************************************************************
 OS0168  DESIGNATION -  T 38
 OS0168  PID         -  OS0168
 OS0168  STATE/COUNTY-  SD/TODD
 OS0168  COUNTRY     -  US
 OS0168  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0168
 OS0168                         *CURRENT SURVEY CONTROL
 OS0168  ______________________________________________________________________
 OS0168* NAD 83(1986) POSITION- 43 01 03.     (N) 100 36 35.     (W)   SCALED
 OS0168* NAVD 88 ORTHO HEIGHT -   841.061 (meters)     2759.38  (feet) ADJUSTED
 OS0168  ______________________________________________________________________
 OS0168  GEOID HEIGHT    -        -22.166 (meters)                     GEOID18
 OS0168  DYNAMIC HEIGHT  -        840.720 (meters)     2758.26  (feet) COMP
 OS0168  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 OS0168
 OS0168  VERT ORDER      -  FIRST     CLASS II
 OS0168
 OS0168.The horizontal coordinates were scaled from a map and have
 OS0168.an estimated accuracy of +/- 6 seconds.
 OS0168
 OS0168.The orthometric height was determined by differential leveling and
 OS0168.adjusted by the NATIONAL GEODETIC SURVEY
 OS0168.in June 1991.
 OS0168
 OS0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0168.GEOID18 height accuracy estimate available here.
 OS0168
 OS0168.Click photographs - Photos may exist for this station.
 OS0168
 OS0168.The dynamic height is computed by dividing the NAVD 88
 OS0168.geopotential number by the normal gravity value computed on the
 OS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0168.degrees latitude (g = 980.6199 gals.).
 OS0168
 OS0168.The modeled gravity was interpolated from observed gravity values.
 OS0168
 OS0168;                    North         East    Units  Estimated Accuracy
 OS0168;SPC SD S     -    76,040.      577,470.      MT  (+/- 180 meters Scaled)
 OS0168
 OS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN688640(NAD 83)
 OS0168
 OS0168                          SUPERSEDED SURVEY CONTROL
 OS0168
 OS0168  NGVD 29 (??/??/92)  840.739  (m)         2758.32   (f) ADJ UNCH    1 2
 OS0168
 OS0168.Superseded values are not recommended for survey control.
 OS0168
 OS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0168.See file dsdata.pdf to determine how the superseded data were derived.
 OS0168
 OS0168_MARKER: DB = BENCH MARK DISK
 OS0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0168_STAMPING: T 38 1933
 OS0168_MARK LOGO: CGS
 OS0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0168+STABILITY: SURFACE MOTION
 OS0168
 OS0168  HISTORY     - Date     Condition        Report By
 OS0168  HISTORY     - 1933     MONUMENTED       CGS
 OS0168  HISTORY     - 1946     GOOD             CGS
 OS0168  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0168
 OS0168                          STATION DESCRIPTION
 OS0168
 OS0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0168'21.9 MI S FROM MISSION.
 OS0168'IN TODD COUNTY, SOUTH DAKOTA, ABOUT 21.9 MILES SOUTH ALONG
 OS0168'U.S. HIGHWAY 83 FROM MISSION, TODD COUNTY, SOUTH DAKOTA, ABOUT
 OS0168'12.3 MILES NORTH OF VALENTINE, CHERRY COUNTY, NEBRASKA, ABOUT
 OS0168'2.3 MILES SOUTH OF ROCK CREEK SCHOOL, ABOUT 1 MILE NORTH
 OS0168'OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, AT THE NORTHWEST
 OS0168'CORNER OF THE FRONT YARD OF THE EML SPLICHAL RESIDENCE, AND
 OS0168'18 FEET EAST OF A POINT 1 FOOT SOUTH OF A FENCE CORNER.  A
 OS0168'STANDARD DISK, STAMPED T 38 1933 AND SET IN THE TOP OF A CONCRETE
 OS0168'POST.
 OS0168
 OS0168                          STATION RECOVERY (1946)
 OS0168
 OS0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OS0168'RECOVERED IN GOOD CONDITION.
 OS0168
 OS0168                          STATION RECOVERY (1977)
 OS0168
 OS0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0514 ***********************************************************************
 PU0514  DESIGNATION -  T 380
 PU0514  PID         -  PU0514
 PU0514  STATE/COUNTY-  SD/PENNINGTON
 PU0514  COUNTRY     -  US
 PU0514  USGS QUAD   -  WASTA NE (2017)
 PU0514
 PU0514                         *CURRENT SURVEY CONTROL
 PU0514  ______________________________________________________________________
 PU0514* NAD 83(1986) POSITION- 44 12 02.     (N) 102 22 15.     (W)   SCALED
 PU0514* NAVD 88 ORTHO HEIGHT -   676.800 (meters)     2220.47  (feet) ADJUSTED
 PU0514  ______________________________________________________________________
 PU0514  GEOID HEIGHT    -        -18.873 (meters)                     GEOID18
 PU0514  DYNAMIC HEIGHT  -        676.614 (meters)     2219.86  (feet) COMP
 PU0514  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 PU0514
 PU0514  VERT ORDER      -  SECOND    CLASS 0
 PU0514
 PU0514.The horizontal coordinates were scaled from a map and have
 PU0514.an estimated accuracy of +/- 6 seconds.
 PU0514
 PU0514.The orthometric height was determined by differential leveling and
 PU0514.adjusted by the NATIONAL GEODETIC SURVEY
 PU0514.in June 1991.
 PU0514
 PU0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0514.GEOID18 height accuracy estimate available here.
 PU0514
 PU0514.Click photographs - Photos may exist for this station.
 PU0514
 PU0514.The dynamic height is computed by dividing the NAVD 88
 PU0514.geopotential number by the normal gravity value computed on the
 PU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0514.degrees latitude (g = 980.6199 gals.).
 PU0514
 PU0514.The modeled gravity was interpolated from observed gravity values.
 PU0514
 PU0514;                    North         East    Units  Estimated Accuracy
 PU0514;SPC SD S     -   209,440.      437,150.      MT  (+/- 180 meters Scaled)
 PU0514
 PU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ100975(NAD 83)
 PU0514
 PU0514                          SUPERSEDED SURVEY CONTROL
 PU0514
 PU0514  NGVD 29 (??/??/92)  676.348  (m)         2218.99   (f) ADJ UNCH    2 0
 PU0514
 PU0514.Superseded values are not recommended for survey control.
 PU0514
 PU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0514.See file dsdata.pdf to determine how the superseded data were derived.
 PU0514
 PU0514_MARKER: DB = BENCH MARK DISK
 PU0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0514_STAMPING: T 380 1962
 PU0514_MARK LOGO: CGS
 PU0514_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0514+STABILITY: SURFACE MOTION
 PU0514
 PU0514  HISTORY     - Date     Condition        Report By
 PU0514  HISTORY     - 1962     MONUMENTED       CGS
 PU0514
 PU0514                          STATION DESCRIPTION
 PU0514
 PU0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0514'16.2 MI SW FROM CREIGHTON.
 PU0514'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0514'AND SERVICE STATION AT CREIGHTON, THENCE 3.0 MILES WEST ALONG
 PU0514'A GRAVELED ROAD, THENCE 3.7 MILES NORTHWEST ALONG A GRAVELED
 PU0514'ROAD, THENCE 4.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD, OR
 PU0514'6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE POST
 PU0514'OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 PU0514'THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES
 PU0514'WEST ALONG A TRAIL ROAD, THENCE 12.1 MILES NORTHWEST ALONG
 PU0514'A GRAVELED ROAD, IN SECTION 24, T 3 N, R 14 E, 0.5 MILE SOUTH
 PU0514'OF A CATTLE GUARD, 0.25 MILE NORTH OF A CURVE IN THE ROAD, 35
 PU0514'FEET EAST OF THE CENTER LINE OF THE ROAD, 100 FEET SOUTHWEST OF
 PU0514'AND ACROSS THE ROAD FROM A POWER POLE, 1 1/2 FEET WEST OF A
 PU0514'FENCE, 1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT
 PU0514'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0514'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0090 ***********************************************************************
 OT0090  DESIGNATION -  T 381
 OT0090  PID         -  OT0090
 OT0090  STATE/COUNTY-  SD/PENNINGTON
 OT0090  COUNTRY     -  US
 OT0090  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0090
 OT0090                         *CURRENT SURVEY CONTROL
 OT0090  ______________________________________________________________________
 OT0090* NAD 83(1986) POSITION- 43 58 50.     (N) 102 21 30.     (W)   SCALED
 OT0090* NAVD 88 ORTHO HEIGHT -   855.172 (meters)     2805.68  (feet) ADJUSTED
 OT0090  ______________________________________________________________________
 OT0090  GEOID HEIGHT    -        -18.644 (meters)                     GEOID18
 OT0090  DYNAMIC HEIGHT  -        854.908 (meters)     2804.81  (feet) COMP
 OT0090  MODELED GRAVITY -    980,281.3   (mgal)                       NAVD 88
 OT0090
 OT0090  VERT ORDER      -  SECOND    CLASS 0
 OT0090
 OT0090.The horizontal coordinates were scaled from a map and have
 OT0090.an estimated accuracy of +/- 6 seconds.
 OT0090
 OT0090.The orthometric height was determined by differential leveling and
 OT0090.adjusted by the NATIONAL GEODETIC SURVEY
 OT0090.in June 1991.
 OT0090
 OT0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0090.GEOID18 height accuracy estimate available here.
 OT0090
 OT0090.Click photographs - Photos may exist for this station.
 OT0090
 OT0090.The dynamic height is computed by dividing the NAVD 88
 OT0090.geopotential number by the normal gravity value computed on the
 OT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0090.degrees latitude (g = 980.6199 gals.).
 OT0090
 OT0090.The modeled gravity was interpolated from observed gravity values.
 OT0090
 OT0090;                    North         East    Units  Estimated Accuracy
 OT0090;SPC SD S     -   184,980.      437,560.      MT  (+/- 180 meters Scaled)
 OT0090
 OT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ118731(NAD 83)
 OT0090
 OT0090                          SUPERSEDED SURVEY CONTROL
 OT0090
 OT0090  NGVD 29 (??/??/92)  854.716  (m)         2804.18   (f) ADJ UNCH    2 0
 OT0090
 OT0090.Superseded values are not recommended for survey control.
 OT0090
 OT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0090.See file dsdata.pdf to determine how the superseded data were derived.
 OT0090
 OT0090_MARKER: DB = BENCH MARK DISK
 OT0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0090_STAMPING: T 381 1962
 OT0090_MARK LOGO: CGS
 OT0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0090+STABILITY: SURFACE MOTION
 OT0090
 OT0090  HISTORY     - Date     Condition        Report By
 OT0090  HISTORY     - 1962     MONUMENTED       CGS
 OT0090
 OT0090                          STATION DESCRIPTION
 OT0090
 OT0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0090'12.8 MI SE FROM WASTA.
 OT0090'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0090'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 OT0090'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0090'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0090'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, IN
 OT0090'SECTION 5 T 1 S R 15 E, 110 FEET NORTHEAST OF THE CENTER LINE OF
 OT0090'A CURVE WITH TANGENT LEADING SOUTH, 73 1/2 FEET NORTH OF AND
 OT0090'ACROSS A PRIVATE ROAD FROM A BRACED POWER POLE, 35 FEET NORTH OF
 OT0090'THE CENTER LINE OF A PRIVATE ROAD, IN LINE WITH A ROW OF POWER
 OT0090'POLES, 65 FEET EAST OF A T-FENCE CORNER POST AND FENCE LEADING
 OT0090'NORTH, 2 FEET SOUTH OF A FENCE, 1.7 FEET NORTHWEST OF A METAL
 OT0090'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 OT0090'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0496 ***********************************************************************
 OS0496  DESIGNATION -  T 382
 OS0496  PID         -  OS0496
 OS0496  STATE/COUNTY-  SD/JACKSON
 OS0496  COUNTRY     -  US
 OS0496  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0496
 OS0496                         *CURRENT SURVEY CONTROL
 OS0496  ______________________________________________________________________
 OS0496* NAD 83(1986) POSITION- 43 50 59.     (N) 101 56 24.     (W)   SCALED
 OS0496* NAVD 88 ORTHO HEIGHT -   785.748 (meters)     2577.91  (feet) ADJUSTED
 OS0496  ______________________________________________________________________
 OS0496  GEOID HEIGHT    -        -20.036 (meters)                     GEOID18
 OS0496  DYNAMIC HEIGHT  -        785.500 (meters)     2577.09  (feet) COMP
 OS0496  MODELED GRAVITY -    980,276.7   (mgal)                       NAVD 88
 OS0496
 OS0496  VERT ORDER      -  SECOND    CLASS 0
 OS0496
 OS0496.The horizontal coordinates were scaled from a map and have
 OS0496.an estimated accuracy of +/- 6 seconds.
 OS0496
 OS0496.The orthometric height was determined by differential leveling and
 OS0496.adjusted by the NATIONAL GEODETIC SURVEY
 OS0496.in June 1991.
 OS0496
 OS0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0496.GEOID18 height accuracy estimate available here.
 OS0496
 OS0496.Click photographs - Photos may exist for this station.
 OS0496
 OS0496.The dynamic height is computed by dividing the NAVD 88
 OS0496.geopotential number by the normal gravity value computed on the
 OS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0496.degrees latitude (g = 980.6199 gals.).
 OS0496
 OS0496.The modeled gravity was interpolated from observed gravity values.
 OS0496
 OS0496;                    North         East    Units  Estimated Accuracy
 OS0496;SPC SD S     -   169,710.      470,830.      MT  (+/- 180 meters Scaled)
 OS0496
 OS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP636593(NAD 83)
 OS0496
 OS0496                          SUPERSEDED SURVEY CONTROL
 OS0496
 OS0496  NGVD 29 (??/??/92)  785.297  (m)         2576.43   (f) ADJ UNCH    2 0
 OS0496
 OS0496.Superseded values are not recommended for survey control.
 OS0496
 OS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0496.See file dsdata.pdf to determine how the superseded data were derived.
 OS0496
 OS0496_MARKER: DB = BENCH MARK DISK
 OS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0496_STAMPING: T 382 1962
 OS0496_MARK LOGO: CGS
 OS0496_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0496+STABILITY: SURFACE MOTION
 OS0496
 OS0496  HISTORY     - Date     Condition        Report By
 OS0496  HISTORY     - 1962     MONUMENTED       CGS
 OS0496
 OS0496                          STATION DESCRIPTION
 OS0496
 OS0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0496'8.2 MI N FROM CEDAR PASS.
 OS0496'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0496'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.5
 OS0496'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.15 MILES NORTH ALONG
 OS0496'A GRADED DIRT ROAD, 30 FEET SOUTH WEST OF THE CENTER LINE OF A
 OS0496'CURVE IN THE ROAD WITH TANGENT AT THE WEST, 43 FEET WEST OF THE
 OS0496'CENTER LINE OF A TRAIL ROAD LEADING NORTH ALONG THE EAST SIDE OF
 OS0496'A ROW OF POWER POLES, 29 FEET NORTH OF A POWER POLE, 18 1/2 FEET
 OS0496'WEST OF A FENCE CORNER POST, 1 1/2 FEET NORTH OF A FENCE, 1.5
 OS0496'FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 OS0496'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0733 ***********************************************************************
 PT0733  DESIGNATION -  T 383
 PT0733  PID         -  PT0733
 PT0733  STATE/COUNTY-  SD/HAAKON
 PT0733  COUNTRY     -  US
 PT0733  USGS QUAD   -  GRINDSTONE BUTTE (2017)
 PT0733
 PT0733                         *CURRENT SURVEY CONTROL
 PT0733  ______________________________________________________________________
 PT0733* NAD 83(1986) POSITION- 44 11 51.     (N) 101 52 03.     (W)   SCALED
 PT0733* NAVD 88 ORTHO HEIGHT -   795.524 (meters)     2609.98  (feet) ADJUSTED
 PT0733  ______________________________________________________________________
 PT0733  GEOID HEIGHT    -        -20.310 (meters)                     GEOID18
 PT0733  DYNAMIC HEIGHT  -        795.296 (meters)     2609.23  (feet) COMP
 PT0733  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 PT0733
 PT0733  VERT ORDER      -  SECOND    CLASS 0
 PT0733
 PT0733.The horizontal coordinates were scaled from a map and have
 PT0733.an estimated accuracy of +/- 6 seconds.
 PT0733
 PT0733.The orthometric height was determined by differential leveling and
 PT0733.adjusted by the NATIONAL GEODETIC SURVEY
 PT0733.in June 1991.
 PT0733
 PT0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0733.GEOID18 height accuracy estimate available here.
 PT0733
 PT0733.Click photographs - Photos may exist for this station.
 PT0733
 PT0733.The dynamic height is computed by dividing the NAVD 88
 PT0733.geopotential number by the normal gravity value computed on the
 PT0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0733.degrees latitude (g = 980.6199 gals.).
 PT0733
 PT0733.The modeled gravity was interpolated from observed gravity values.
 PT0733
 PT0733;                    North         East    Units  Estimated Accuracy
 PT0733;SPC SD S     -   208,230.      477,370.      MT  (+/- 180 meters Scaled)
 PT0733
 PT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP708978(NAD 83)
 PT0733
 PT0733                          SUPERSEDED SURVEY CONTROL
 PT0733
 PT0733  NGVD 29 (??/??/92)  795.063  (m)         2608.47   (f) ADJ UNCH    2 0
 PT0733
 PT0733.Superseded values are not recommended for survey control.
 PT0733
 PT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0733.See file dsdata.pdf to determine how the superseded data were derived.
 PT0733
 PT0733_MARKER: DB = BENCH MARK DISK
 PT0733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0733+WITH SETTING: INFORMATION.
 PT0733_STAMPING: T 383 1962
 PT0733_MARK LOGO: CGS
 PT0733_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0733_ROD/PIPE-DEPTH: 2.7 meters
 PT0733
 PT0733  HISTORY     - Date     Condition        Report By
 PT0733  HISTORY     - 1962     MONUMENTED       CGS
 PT0733
 PT0733                          STATION DESCRIPTION
 PT0733
 PT0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0733'7.5 MI S FROM HILLAND.
 PT0733'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0733'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0733'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0733'1.0 MILE WEST ALONG A GRADED DIRT ROAD, 39 FEET NORTH OF THE
 PT0733'CENTER LINE OF THE ROAD, 14 FEET EAST OF THE CENTER OF A WIRE
 PT0733'GATE, 1 FOOT SOUTH OF A FENCE, 1.1 FEET WEST OF A METAL WITNESS
 PT0733'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PT0733'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS
 PT0733'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0111 ***********************************************************************
 OT0111  DESIGNATION -  T 384
 OT0111  PID         -  OT0111
 OT0111  STATE/COUNTY-  SD/PENNINGTON
 OT0111  COUNTRY     -  US
 OT0111  USGS QUAD   -  WALL (2017)
 OT0111
 OT0111                         *CURRENT SURVEY CONTROL
 OT0111  ______________________________________________________________________
 OT0111* NAD 83(1986) POSITION- 43 59 16.     (N) 102 12 36.     (W)   SCALED
 OT0111* NAVD 88 ORTHO HEIGHT -   833.766 (meters)     2735.45  (feet) ADJUSTED
 OT0111  ______________________________________________________________________
 OT0111  GEOID HEIGHT    -        -19.112 (meters)                     GEOID18
 OT0111  DYNAMIC HEIGHT  -        833.510 (meters)     2734.61  (feet) COMP
 OT0111  MODELED GRAVITY -    980,284.2   (mgal)                       NAVD 88
 OT0111
 OT0111  VERT ORDER      -  SECOND    CLASS 0
 OT0111
 OT0111.The horizontal coordinates were scaled from a map and have
 OT0111.an estimated accuracy of +/- 6 seconds.
 OT0111
 OT0111.The orthometric height was determined by differential leveling and
 OT0111.adjusted by the NATIONAL GEODETIC SURVEY
 OT0111.in June 1991.
 OT0111
 OT0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0111.GEOID18 height accuracy estimate available here.
 OT0111
 OT0111.Click photographs - Photos may exist for this station.
 OT0111
 OT0111.The dynamic height is computed by dividing the NAVD 88
 OT0111.geopotential number by the normal gravity value computed on the
 OT0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0111.degrees latitude (g = 980.6199 gals.).
 OT0111
 OT0111.The modeled gravity was interpolated from observed gravity values.
 OT0111
 OT0111;                    North         East    Units  Estimated Accuracy
 OT0111;SPC SD S     -   185,500.      449,470.      MT  (+/- 180 meters Scaled)
 OT0111
 OT0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ237743(NAD 83)
 OT0111
 OT0111                          SUPERSEDED SURVEY CONTROL
 OT0111
 OT0111  NGVD 29 (??/??/92)  833.306  (m)         2733.94   (f) ADJ UNCH    2 0
 OT0111
 OT0111.Superseded values are not recommended for survey control.
 OT0111
 OT0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0111.See file dsdata.pdf to determine how the superseded data were derived.
 OT0111
 OT0111_MARKER: DB = BENCH MARK DISK
 OT0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0111_SP_SET: ABUTMENT
 OT0111_STAMPING: T 384 1962
 OT0111_MARK LOGO: CGS
 OT0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0111
 OT0111  HISTORY     - Date     Condition        Report By
 OT0111  HISTORY     - 1962     MONUMENTED       CGS
 OT0111
 OT0111                          STATION DESCRIPTION
 OT0111
 OT0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0111'2 MI E FROM WALL.
 OT0111'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0111'WALL, THENCE 1.65 MILE EAST ALONG U.S. HIGHWAY 14 AND 16, THENCE
 OT0111'0.1 MILE EAST ALONG U.S. HIGHWAY 14 IN SECTION 4, T 1 S, R 16 E,
 OT0111'14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT
 OT0111'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 OT0111'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE HIGHWAY 14
 OT0111'OVERPASS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0158 ***********************************************************************
 OT0158  DESIGNATION -  T 385
 OT0158  PID         -  OT0158
 OT0158  STATE/COUNTY-  SD/PENNINGTON
 OT0158  COUNTRY     -  US
 OT0158  USGS QUAD   -  WALL NE (2017)
 OT0158
 OT0158                         *CURRENT SURVEY CONTROL
 OT0158  ______________________________________________________________________
 OT0158* NAD 83(1986) POSITION- 43 58 54.     (N) 102 05 41.     (W)   SCALED
 OT0158* NAVD 88 ORTHO HEIGHT -   778.963 (meters)     2555.65  (feet) ADJUSTED
 OT0158  ______________________________________________________________________
 OT0158  GEOID HEIGHT    -        -19.515 (meters)                     GEOID18
 OT0158  DYNAMIC HEIGHT  -        778.726 (meters)     2554.87  (feet) COMP
 OT0158  MODELED GRAVITY -    980,289.1   (mgal)                       NAVD 88
 OT0158
 OT0158  VERT ORDER      -  SECOND    CLASS 0
 OT0158
 OT0158.The horizontal coordinates were scaled from a map and have
 OT0158.an estimated accuracy of +/- 6 seconds.
 OT0158
 OT0158.The orthometric height was determined by differential leveling and
 OT0158.adjusted by the NATIONAL GEODETIC SURVEY
 OT0158.in June 1991.
 OT0158
 OT0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0158.GEOID18 height accuracy estimate available here.
 OT0158
 OT0158.Click photographs - Photos may exist for this station.
 OT0158
 OT0158.The dynamic height is computed by dividing the NAVD 88
 OT0158.geopotential number by the normal gravity value computed on the
 OT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0158.degrees latitude (g = 980.6199 gals.).
 OT0158
 OT0158.The modeled gravity was interpolated from observed gravity values.
 OT0158
 OT0158;                    North         East    Units  Estimated Accuracy
 OT0158;SPC SD S     -   184,620.      458,700.      MT  (+/- 180 meters Scaled)
 OT0158
 OT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ330739(NAD 83)
 OT0158
 OT0158                          SUPERSEDED SURVEY CONTROL
 OT0158
 OT0158  NGVD 29 (??/??/92)  778.507  (m)         2554.15   (f) ADJ UNCH    2 0
 OT0158
 OT0158.Superseded values are not recommended for survey control.
 OT0158
 OT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0158.See file dsdata.pdf to determine how the superseded data were derived.
 OT0158
 OT0158_MARKER: DB = BENCH MARK DISK
 OT0158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0158_SP_SET: CULVERT HEADWALL
 OT0158_STAMPING: T 385 1962
 OT0158_MARK LOGO: CGS
 OT0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0158+STABILITY: SURFACE MOTION
 OT0158
 OT0158  HISTORY     - Date     Condition        Report By
 OT0158  HISTORY     - 1962     MONUMENTED       CGS
 OT0158
 OT0158                          STATION DESCRIPTION
 OT0158
 OT0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0158'1.8 MI E FROM QUINN.
 OT0158'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0158'QUINN, THENCE 1.6 MILES EAST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0158'4, T 1 S, R 17 E, 35 FEET SOUTH OF THE CENTER LINE OF THE
 OT0158'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 OT0158'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A LARGE CONCRETE
 OT0158'CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0564 ***********************************************************************
 OS0564  DESIGNATION -  T 386
 OS0564  PID         -  OS0564
 OS0564  STATE/COUNTY-  SD/JACKSON
 OS0564  COUNTRY     -  US
 OS0564  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0564
 OS0564                         *CURRENT SURVEY CONTROL
 OS0564  ______________________________________________________________________
 OS0564* NAD 83(1986) POSITION- 43 55 20.     (N) 101 51 37.     (W)   SCALED
 OS0564* NAVD 88 ORTHO HEIGHT -   751.743 (meters)     2466.34  (feet) ADJUSTED
 OS0564  ______________________________________________________________________
 OS0564  GEOID HEIGHT    -        -20.350 (meters)                     GEOID18
 OS0564  DYNAMIC HEIGHT  -        751.513 (meters)     2465.59  (feet) COMP
 OS0564  MODELED GRAVITY -    980,287.7   (mgal)                       NAVD 88
 OS0564
 OS0564  VERT ORDER      -  SECOND    CLASS 0
 OS0564
 OS0564.The horizontal coordinates were scaled from a map and have
 OS0564.an estimated accuracy of +/- 6 seconds.
 OS0564
 OS0564.The orthometric height was determined by differential leveling and
 OS0564.adjusted by the NATIONAL GEODETIC SURVEY
 OS0564.in June 1991.
 OS0564
 OS0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0564.GEOID18 height accuracy estimate available here.
 OS0564
 OS0564.Click photographs - Photos may exist for this station.
 OS0564
 OS0564.The dynamic height is computed by dividing the NAVD 88
 OS0564.geopotential number by the normal gravity value computed on the
 OS0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0564.degrees latitude (g = 980.6199 gals.).
 OS0564
 OS0564.The modeled gravity was interpolated from observed gravity values.
 OS0564
 OS0564;                    North         East    Units  Estimated Accuracy
 OS0564;SPC SD S     -   177,640.      477,390.      MT  (+/- 180 meters Scaled)
 OS0564
 OS0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP703672(NAD 83)
 OS0564
 OS0564                          SUPERSEDED SURVEY CONTROL
 OS0564
 OS0564  NGVD 29 (??/??/92)  751.291  (m)         2464.86   (f) ADJ UNCH    2 0
 OS0564
 OS0564.Superseded values are not recommended for survey control.
 OS0564
 OS0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0564.See file dsdata.pdf to determine how the superseded data were derived.
 OS0564
 OS0564_MARKER: DB = BENCH MARK DISK
 OS0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0564_STAMPING: T 386 1962
 OS0564_MARK LOGO: CGS
 OS0564_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0564+STABILITY: SURFACE MOTION
 OS0564
 OS0564  HISTORY     - Date     Condition        Report By
 OS0564  HISTORY     - 1962     MONUMENTED       CGS
 OS0564
 OS0564                          STATION DESCRIPTION
 OS0564
 OS0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0564'5.7 MI SE FROM COTTONWOOD.
 OS0564'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0564'COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0564'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, AT JUNCTION OF A
 OS0564'T ROAD EAST AND IN A TRIANGLE FORMED BY ROAD JUNCTION.  116
 OS0564'FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 33 FEET NORTHWEST
 OS0564'OF THE CENTER LINE OF SOUTHEAST ROAD OF TRIANGLE, 58 FEET
 OS0564'SOUTHWEST OF CENTER LINE OF NORTHEAST ROAD OF TRIANGLE, 109
 OS0564'FEET WEST OF EAST POINT OF TRIANGLE, 1.5 FEET EAST OF A METAL
 OS0564'WITNESS POST, ABOUT 1 FOOT ABOVE THE NORTHEAST ROAD OF TRIANGLE,
 OS0564'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1850 ***********************************************************************
 PU1850  DESIGNATION -  T 387
 PU1850  PID         -  PU1850
 PU1850  STATE/COUNTY-  SD/BUTTE
 PU1850  COUNTRY     -  US
 PU1850  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1850
 PU1850                         *CURRENT SURVEY CONTROL
 PU1850  ______________________________________________________________________
 PU1850* NAD 83(1986) POSITION- 44 53 44.     (N) 103 50 49.     (W)   SCALED
 PU1850* NAVD 88 ORTHO HEIGHT -   945.696 (meters)     3102.67  (feet) ADJUSTED
 PU1850  ______________________________________________________________________
 PU1850  GEOID HEIGHT    -        -15.769 (meters)                     GEOID18
 PU1850  DYNAMIC HEIGHT  -        945.449 (meters)     3101.86  (feet) COMP
 PU1850  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 PU1850
 PU1850  VERT ORDER      -  SECOND    CLASS 0
 PU1850
 PU1850.The horizontal coordinates were scaled from a map and have
 PU1850.an estimated accuracy of +/- 6 seconds.
 PU1850
 PU1850.The orthometric height was determined by differential leveling and
 PU1850.adjusted by the NATIONAL GEODETIC SURVEY
 PU1850.in June 1991.
 PU1850
 PU1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1850.GEOID18 height accuracy estimate available here.
 PU1850
 PU1850.Click photographs - Photos may exist for this station.
 PU1850
 PU1850.The dynamic height is computed by dividing the NAVD 88
 PU1850.geopotential number by the normal gravity value computed on the
 PU1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1850.degrees latitude (g = 980.6199 gals.).
 PU1850
 PU1850.The modeled gravity was interpolated from observed gravity values.
 PU1850
 PU1850;                    North         East    Units  Estimated Accuracy
 PU1850;SPC SD N     -   125,250.      296,260.      MT  (+/- 180 meters Scaled)
 PU1850
 PU1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK910719(NAD 83)
 PU1850
 PU1850                          SUPERSEDED SURVEY CONTROL
 PU1850
 PU1850  NGVD 29 (??/??/92)  945.209  (m)         3101.07   (f) ADJ UNCH    2 0
 PU1850
 PU1850.Superseded values are not recommended for survey control.
 PU1850
 PU1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1850.See file dsdata.pdf to determine how the superseded data were derived.
 PU1850
 PU1850_MARKER: DB = BENCH MARK DISK
 PU1850_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1850_STAMPING: T 387 1962
 PU1850_MARK LOGO: CGS
 PU1850_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1850
 PU1850  HISTORY     - Date     Condition        Report By
 PU1850  HISTORY     - 1962     MONUMENTED       CGS
 PU1850
 PU1850                          STATION DESCRIPTION
 PU1850
 PU1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1850'16.3 MI N FROM BELLE FOURCHE.
 PU1850'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1850'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 3.85
 PU1850'MILES NORTH ALONG A GRAVELED ROAD, AT JUNCTION OF PRIVATE ROAD
 PU1850'LEADING EAST, 51 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PU1850'55 FEET NORTHWEST OF NORTHWEST END OF A CATTLE GUARD, 60 FEET
 PU1850'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD EAST, 7 FEET
 PU1850'NORTH OF A TELEPHONE POLE BRACED BY A GUY WIRE, 1 1/2 FEET
 PU1850'NORTHEAST OF A FENCE, 1.4 FEET NORTHEAST OF A METAL WITNESS
 PU1850'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU1850'COPPER COATED ROD THAT IS DRIVEN TO THE DEPTH OF 12 FEET AND IS
 PU1850'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0618 ***********************************************************************
 PT0618  DESIGNATION -  T 388
 PT0618  PID         -  PT0618
 PT0618  STATE/COUNTY-  SD/HAAKON
 PT0618  COUNTRY     -  US
 PT0618  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0618
 PT0618                         *CURRENT SURVEY CONTROL
 PT0618  ______________________________________________________________________
 PT0618* NAD 83(1986) POSITION- 44 01 14.     (N) 101 56 51.     (W)   SCALED
 PT0618* NAVD 88 ORTHO HEIGHT -   779.896 (meters)     2558.71  (feet) ADJUSTED
 PT0618  ______________________________________________________________________
 PT0618  GEOID HEIGHT    -        -20.059 (meters)                     GEOID18
 PT0618  DYNAMIC HEIGHT  -        779.657 (meters)     2557.92  (feet) COMP
 PT0618  MODELED GRAVITY -    980,287.0   (mgal)                       NAVD 88
 PT0618
 PT0618  VERT ORDER      -  SECOND    CLASS 0
 PT0618
 PT0618.The horizontal coordinates were scaled from a map and have
 PT0618.an estimated accuracy of +/- 6 seconds.
 PT0618
 PT0618.The orthometric height was determined by differential leveling and
 PT0618.adjusted by the NATIONAL GEODETIC SURVEY
 PT0618.in June 1991.
 PT0618
 PT0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0618.GEOID18 height accuracy estimate available here.
 PT0618
 PT0618.Click photographs - Photos may exist for this station.
 PT0618
 PT0618.The dynamic height is computed by dividing the NAVD 88
 PT0618.geopotential number by the normal gravity value computed on the
 PT0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0618.degrees latitude (g = 980.6199 gals.).
 PT0618
 PT0618.The modeled gravity was interpolated from observed gravity values.
 PT0618
 PT0618;                    North         East    Units  Estimated Accuracy
 PT0618;SPC SD S     -   188,700.      470,600.      MT  (+/- 180 meters Scaled)
 PT0618
 PT0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP637783(NAD 83)
 PT0618
 PT0618                          SUPERSEDED SURVEY CONTROL
 PT0618
 PT0618  NGVD 29 (??/??/92)  779.437  (m)         2557.20   (f) ADJ UNCH    2 0
 PT0618
 PT0618.Superseded values are not recommended for survey control.
 PT0618
 PT0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0618.See file dsdata.pdf to determine how the superseded data were derived.
 PT0618
 PT0618_MARKER: DB = BENCH MARK DISK
 PT0618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0618_STAMPING: T 388 1962
 PT0618_MARK LOGO: CGS
 PT0618_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0618_ROD/PIPE-DEPTH: 3.4 meters
 PT0618
 PT0618  HISTORY     - Date     Condition        Report By
 PT0618  HISTORY     - 1962     MONUMENTED       CGS
 PT0618  HISTORY     - 1981     POOR             USGS
 PT0618
 PT0618                          STATION DESCRIPTION
 PT0618
 PT0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0618'6.2 MI N FROM COTTONWOOD.
 PT0618'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0618'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0618'3.95 MILES NORTH ALONG A GRADED DIRT ROAD, 0.2 MILE NORTH OF A
 PT0618'PRIVATE ROAD LEADING EAST, 40 FEET WEST OF THE CENTER LINE OF
 PT0618'THE ROAD, 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL
 PT0618'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 PT0618'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET
 PT0618'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
 PT0618
 PT0618                          STATION RECOVERY (1981)
 PT0618
 PT0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PT0618'THIS MARK HAS BEEN HIT BY MACHINERY AND IS NOT GOOD FOR 3RD ORDER AND
 PT0618'ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0007 ***********************************************************************
 OT0007  DESIGNATION -  T 389
 OT0007  PID         -  OT0007
 OT0007  STATE/COUNTY-  SD/PENNINGTON
 OT0007  COUNTRY     -  US
 OT0007  USGS QUAD   -  CONATA NE (2017)
 OT0007
 OT0007                         *CURRENT SURVEY CONTROL
 OT0007  ______________________________________________________________________
 OT0007* NAD 83(1986) POSITION- 43 43 58.     (N) 102 04 45.     (W)   SCALED
 OT0007* NAVD 88 ORTHO HEIGHT -   739.977 (meters)     2427.74  (feet) ADJUSTED
 OT0007  ______________________________________________________________________
 OT0007  GEOID HEIGHT    -        -19.598 (meters)                     GEOID18
 OT0007  DYNAMIC HEIGHT  -        739.741 (meters)     2426.97  (feet) COMP
 OT0007  MODELED GRAVITY -    980,276.9   (mgal)                       NAVD 88
 OT0007
 OT0007  VERT ORDER      -  FIRST     CLASS II
 OT0007
 OT0007.The horizontal coordinates were scaled from a map and have
 OT0007.an estimated accuracy of +/- 6 seconds.
 OT0007
 OT0007.The orthometric height was determined by differential leveling and
 OT0007.adjusted by the NATIONAL GEODETIC SURVEY
 OT0007.in June 1991.
 OT0007
 OT0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0007.GEOID18 height accuracy estimate available here.
 OT0007
 OT0007.Click photographs - Photos may exist for this station.
 OT0007
 OT0007.The dynamic height is computed by dividing the NAVD 88
 OT0007.geopotential number by the normal gravity value computed on the
 OT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0007.degrees latitude (g = 980.6199 gals.).
 OT0007
 OT0007.The modeled gravity was interpolated from observed gravity values.
 OT0007
 OT0007;                    North         East    Units  Estimated Accuracy
 OT0007;SPC SD S     -   156,950.      459,370.      MT  (+/- 180 meters Scaled)
 OT0007
 OT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ352463(NAD 83)
 OT0007
 OT0007                          SUPERSEDED SURVEY CONTROL
 OT0007
 OT0007  NGVD 29 (??/??/92)  739.510  (m)         2426.21   (f) ADJ UNCH    1 2
 OT0007
 OT0007.Superseded values are not recommended for survey control.
 OT0007
 OT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0007.See file dsdata.pdf to determine how the superseded data were derived.
 OT0007
 OT0007_MARKER: DB = BENCH MARK DISK
 OT0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0007_STAMPING: T 389 1962
 OT0007_MARK LOGO: CGS
 OT0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0007+STABILITY: SURFACE MOTION
 OT0007
 OT0007  HISTORY     - Date     Condition        Report By
 OT0007  HISTORY     - 1962     MONUMENTED       CGS
 OT0007
 OT0007                          STATION DESCRIPTION
 OT0007
 OT0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0007'4.9 MI SW FROM INTERIOR.
 OT0007'ABOUT 4.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0007'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, 20 1/2 FEET
 OT0007'SOUTHEAST OF THE 3RD TELEPHONE POLE EAST OF MILE POST 593, 67
 OT0007'FEET SOUTHEAST OF THE CENTER OF A CROSSING WITH A TRAIL ROAD, 47
 OT0007'FEET SOUTH OF THE SOUTH RAIL, IN SECTION 4, T 4 S, R 17 E, 39
 OT0007'FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 1 1/2 FEET WEST OF
 OT0007'A FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3
 OT0007'FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0007'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0091 ***********************************************************************
 PU0091  DESIGNATION -  T 390
 PU0091  PID         -  PU0091
 PU0091  STATE/COUNTY-  SD/MEADE
 PU0091  COUNTRY     -  US
 PU0091  USGS QUAD   -  AVANCE (2017)
 PU0091
 PU0091                         *CURRENT SURVEY CONTROL
 PU0091  ______________________________________________________________________
 PU0091* NAD 83(1986) POSITION- 44 52 40.     (N) 102 14 54.     (W)   SCALED
 PU0091* NAVD 88 ORTHO HEIGHT -   773.215 (meters)     2536.79  (feet) ADJUSTED
 PU0091  ______________________________________________________________________
 PU0091  GEOID HEIGHT    -        -19.086 (meters)                     GEOID18
 PU0091  DYNAMIC HEIGHT  -        773.049 (meters)     2536.24  (feet) COMP
 PU0091  MODELED GRAVITY -    980,376.3   (mgal)                       NAVD 88
 PU0091
 PU0091  VERT ORDER      -  SECOND    CLASS 0
 PU0091
 PU0091.The horizontal coordinates were scaled from a map and have
 PU0091.an estimated accuracy of +/- 6 seconds.
 PU0091
 PU0091.The orthometric height was determined by differential leveling and
 PU0091.adjusted by the NATIONAL GEODETIC SURVEY
 PU0091.in June 1991.
 PU0091
 PU0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0091.GEOID18 height accuracy estimate available here.
 PU0091
 PU0091.Click photographs - Photos may exist for this station.
 PU0091
 PU0091.The dynamic height is computed by dividing the NAVD 88
 PU0091.geopotential number by the normal gravity value computed on the
 PU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0091.degrees latitude (g = 980.6199 gals.).
 PU0091
 PU0091.The modeled gravity was interpolated from observed gravity values.
 PU0091
 PU0091;                    North         East    Units  Estimated Accuracy
 PU0091;SPC SD N     -   118,530.      422,380.      MT  (+/- 180 meters Scaled)
 PU0091
 PU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK173730(NAD 83)
 PU0091
 PU0091                          SUPERSEDED SURVEY CONTROL
 PU0091
 PU0091  NGVD 29 (??/??/92)  772.756  (m)         2535.28   (f) ADJ UNCH    2 0
 PU0091
 PU0091.Superseded values are not recommended for survey control.
 PU0091
 PU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0091.See file dsdata.pdf to determine how the superseded data were derived.
 PU0091
 PU0091_MARKER: DB = BENCH MARK DISK
 PU0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0091_STAMPING: T 390 1963
 PU0091_MARK LOGO: CGS
 PU0091_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0091+STABILITY: SURFACE MOTION
 PU0091
 PU0091  HISTORY     - Date     Condition        Report By
 PU0091  HISTORY     - 1963     MONUMENTED       CGS
 PU0091
 PU0091                          STATION DESCRIPTION
 PU0091
 PU0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0091'14.8 MI SE FROM OPAL.
 PU0091'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0091'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0091'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 PU0091'SOUTH ALONG A GRAVELED ROAD, IN SECTION 35, T 11 N, R 15 E, AT
 PU0091'THE JUNCTION OF A PRIVATE ROAD LEADING WEST, 52 FEET WEST OF
 PU0091'THE CENTER LINE OF THE MAIN ROAD, 52 FEET SOUTH OF THE CENTER
 PU0091'LINE OF A PRIVATE ROAD LEADING WEST, 6 FEET NORTH OF A POWER
 PU0091'POLE, 110 FEET WEST OF A FENCE, 1.6 FEET SOUTH OF A METAL
 PU0091'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP
 PU0091'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0110 ***********************************************************************
 PU0110  DESIGNATION -  T 391
 PU0110  PID         -  PU0110
 PU0110  STATE/COUNTY-  SD/MEADE
 PU0110  COUNTRY     -  US
 PU0110  USGS QUAD   -  OPAL EAST SE (2017)
 PU0110
 PU0110                         *CURRENT SURVEY CONTROL
 PU0110  ______________________________________________________________________
 PU0110* NAD 83(1986) POSITION- 44 46 52.     (N) 102 16 05.     (W)   SCALED
 PU0110* NAVD 88 ORTHO HEIGHT -   733.122 (meters)     2405.25  (feet) ADJUSTED
 PU0110  ______________________________________________________________________
 PU0110  GEOID HEIGHT    -        -19.135 (meters)                     GEOID18
 PU0110  DYNAMIC HEIGHT  -        732.956 (meters)     2404.71  (feet) COMP
 PU0110  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 PU0110
 PU0110  VERT ORDER      -  SECOND    CLASS 0
 PU0110
 PU0110.The horizontal coordinates were scaled from a map and have
 PU0110.an estimated accuracy of +/- 6 seconds.
 PU0110
 PU0110.The orthometric height was determined by differential leveling and
 PU0110.adjusted by the NATIONAL GEODETIC SURVEY
 PU0110.in June 1991.
 PU0110
 PU0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0110.GEOID18 height accuracy estimate available here.
 PU0110
 PU0110.Click photographs - Photos may exist for this station.
 PU0110
 PU0110.The dynamic height is computed by dividing the NAVD 88
 PU0110.geopotential number by the normal gravity value computed on the
 PU0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0110.degrees latitude (g = 980.6199 gals.).
 PU0110
 PU0110.The modeled gravity was interpolated from observed gravity values.
 PU0110
 PU0110;                    North         East    Units  Estimated Accuracy
 PU0110;SPC SD N     -   107,830.      420,520.      MT  (+/- 180 meters Scaled)
 PU0110
 PU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK161622(NAD 83)
 PU0110
 PU0110                          SUPERSEDED SURVEY CONTROL
 PU0110
 PU0110  NGVD 29 (??/??/92)  732.661  (m)         2403.74   (f) ADJ UNCH    2 0
 PU0110
 PU0110.Superseded values are not recommended for survey control.
 PU0110
 PU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0110.See file dsdata.pdf to determine how the superseded data were derived.
 PU0110
 PU0110_MARKER: DB = BENCH MARK DISK
 PU0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0110_STAMPING: T 391 1963
 PU0110_MARK LOGO: CGS
 PU0110_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0110+STABILITY: SURFACE MOTION
 PU0110
 PU0110  HISTORY     - Date     Condition        Report By
 PU0110  HISTORY     - 1963     MONUMENTED       CGS
 PU0110  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0110
 PU0110                          STATION DESCRIPTION
 PU0110
 PU0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0110'10.2 MI N FROM MARCUS.
 PU0110'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0110'POST OFFICE AT MARCUS, THENCE 9.7 MILES NORTH ALONG A GRAVELED
 PU0110'ROAD, IN SECTION 35, T 10 N, R 15 E, 37 FEET EAST OF THE CENTER
 PU0110'LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF
 PU0110'A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 PU0110'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PU0110
 PU0110                          STATION RECOVERY (1981)
 PU0110
 PU0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0332 ***********************************************************************
 OT0332  DESIGNATION -  T 392
 OT0332  PID         -  OT0332
 OT0332  STATE/COUNTY-  SD/CUSTER
 OT0332  COUNTRY     -  US
 OT0332  USGS QUAD   -  BUTCHER HILL (2017)
 OT0332
 OT0332                         *CURRENT SURVEY CONTROL
 OT0332  ______________________________________________________________________
 OT0332* NAD 83(1986) POSITION- 43 39 43.     (N) 103 16 08.     (W)   SCALED
 OT0332* NAVD 88 ORTHO HEIGHT -  1063.760 (meters)     3490.02  (feet) ADJUSTED
 OT0332  ______________________________________________________________________
 OT0332  GEOID HEIGHT    -        -15.874 (meters)                     GEOID18
 OT0332  DYNAMIC HEIGHT  -       1063.335 (meters)     3488.62  (feet) COMP
 OT0332  MODELED GRAVITY -    980,183.0   (mgal)                       NAVD 88
 OT0332
 OT0332  VERT ORDER      -  FIRST     CLASS II
 OT0332
 OT0332.The horizontal coordinates were scaled from a map and have
 OT0332.an estimated accuracy of +/- 6 seconds.
 OT0332
 OT0332.The orthometric height was determined by differential leveling and
 OT0332.adjusted by the NATIONAL GEODETIC SURVEY
 OT0332.in June 1991.
 OT0332
 OT0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0332.GEOID18 height accuracy estimate available here.
 OT0332
 OT0332.Click photographs - Photos may exist for this station.
 OT0332
 OT0332.The dynamic height is computed by dividing the NAVD 88
 OT0332.geopotential number by the normal gravity value computed on the
 OT0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0332.degrees latitude (g = 980.6199 gals.).
 OT0332
 OT0332.The modeled gravity was interpolated from observed gravity values.
 OT0332
 OT0332;                    North         East    Units  Estimated Accuracy
 OT0332;SPC SD S     -   151,780.      363,290.      MT  (+/- 180 meters Scaled)
 OT0332
 OT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ395357(NAD 83)
 OT0332
 OT0332                          SUPERSEDED SURVEY CONTROL
 OT0332
 OT0332  NGVD 29 (??/??/92) 1063.252  (m)         3488.35   (f) ADJ UNCH    1 2
 OT0332
 OT0332.Superseded values are not recommended for survey control.
 OT0332
 OT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0332.See file dsdata.pdf to determine how the superseded data were derived.
 OT0332
 OT0332_MARKER: DB = BENCH MARK DISK
 OT0332_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0332_STAMPING: T 392 1963
 OT0332_MARK LOGO: CGS
 OT0332_PROJECTION: FLUSH
 OT0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0332_ROD/PIPE-DEPTH: 7.3 meters
 OT0332
 OT0332  HISTORY     - Date     Condition        Report By
 OT0332  HISTORY     - 1963     MONUMENTED       CGS
 OT0332  HISTORY     - 1985     GOOD             NGS
 OT0332
 OT0332                          STATION DESCRIPTION
 OT0332
 OT0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0332'3.4 MI SW FROM FAIRBURN.
 OT0332'ABOUT 3.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0332'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 13 POLES SOUTH OF
 OT0332'MILE POST 64, AT A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 OT0332'IN SECTION 34, T 4 S, R 7 E, 46 FEET EAST OF THE EAST RAIL, 57
 OT0332'FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 30 FEET
 OT0332'SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 1 FOOT WEST OF A
 OT0332'FENCE, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 OT0332'THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH
 OT0332'IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE
 OT0332'WHICH PROJECTS 6 INCHES.
 OT0332
 OT0332                          STATION RECOVERY (1985)
 OT0332
 OT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0332'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.35 KM
 OT0332'(13.95 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 OT0332'HIGHWAY 40 EAST AT HERMOSA, IN THE SOUTH CORNER OF THE INTERSECTION OF
 OT0332'A DIRT ROAD AND THE RAILROAD, 2.1 KM (1.3 MI) SOUTHWEST OF THE
 OT0332'CROSSING OF FRENCH CREEK, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 47, 13
 OT0332'POLES SOUTHWEST OF THE NORTH WESTERN RAILROAD MILEPOLE 64, 60.3 METERS
 OT0332'(198 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT)
 OT0332'SOUTHEAST OF THE SOUTHEAST RAIL, 9.1 METERS (30 FT) SOUTHWEST OF THE
 OT0332'CENTER OF THE ROAD AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT-OF-WAY
 OT0332'FENCE.
 OT0332'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OT0332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0219 ***********************************************************************
 PU0219  DESIGNATION -  T 393
 PU0219  PID         -  PU0219
 PU0219  STATE/COUNTY-  SD/MEADE
 PU0219  COUNTRY     -  US
 PU0219  USGS QUAD   -  AVANCE SE (2017)
 PU0219
 PU0219                         *CURRENT SURVEY CONTROL
 PU0219  ______________________________________________________________________
 PU0219* NAD 83(1986) POSITION- 44 50 55.     (N) 102 05 04.     (W)   SCALED
 PU0219* NAVD 88 ORTHO HEIGHT -   720.846 (meters)     2364.98  (feet) ADJUSTED
 PU0219  ______________________________________________________________________
 PU0219  GEOID HEIGHT    -        -19.590 (meters)                     GEOID18
 PU0219  DYNAMIC HEIGHT  -        720.692 (meters)     2364.47  (feet) COMP
 PU0219  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 PU0219
 PU0219  VERT ORDER      -  SECOND    CLASS 0
 PU0219
 PU0219.The horizontal coordinates were scaled from a map and have
 PU0219.an estimated accuracy of +/- 6 seconds.
 PU0219
 PU0219.The orthometric height was determined by differential leveling and
 PU0219.adjusted by the NATIONAL GEODETIC SURVEY
 PU0219.in June 1991.
 PU0219
 PU0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0219.GEOID18 height accuracy estimate available here.
 PU0219
 PU0219.Click photographs - Photos may exist for this station.
 PU0219
 PU0219.The dynamic height is computed by dividing the NAVD 88
 PU0219.geopotential number by the normal gravity value computed on the
 PU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0219.degrees latitude (g = 980.6199 gals.).
 PU0219
 PU0219.The modeled gravity was interpolated from observed gravity values.
 PU0219
 PU0219;                    North         East    Units  Estimated Accuracy
 PU0219;SPC SD N     -   114,940.      435,240.      MT  (+/- 180 meters Scaled)
 PU0219
 PU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK303702(NAD 83)
 PU0219
 PU0219                          SUPERSEDED SURVEY CONTROL
 PU0219
 PU0219  NGVD 29 (??/??/92)  720.388  (m)         2363.47   (f) ADJ UNCH    2 0
 PU0219
 PU0219.Superseded values are not recommended for survey control.
 PU0219
 PU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0219.See file dsdata.pdf to determine how the superseded data were derived.
 PU0219
 PU0219_MARKER: DB = BENCH MARK DISK
 PU0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0219_STAMPING: T 393 1963
 PU0219_MARK LOGO: CGS
 PU0219_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0219+STABILITY: SURFACE MOTION
 PU0219
 PU0219  HISTORY     - Date     Condition        Report By
 PU0219  HISTORY     - 1963     MONUMENTED       CGS
 PU0219
 PU0219                          STATION DESCRIPTION
 PU0219
 PU0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0219'14.6 MI SW FROM FAITH.
 PU0219'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0219'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0219'12.05 MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 2.15 MILES
 PU0219'WEST ALONG A GRADED DIRT ROAD, 0.4 MILE SOUTHWEST OF A SMALL
 PU0219'POND, 101 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.1 MILE
 PU0219'EAST OF A 36-INCH CORRUGATED METAL CULVERT, 1.5 FEET SOUTHWEST
 PU0219'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 PU0219'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0063 ***********************************************************************
 QT0063  DESIGNATION -  T 394
 QT0063  PID         -  QT0063
 QT0063  STATE/COUNTY-  SD/PERKINS
 QT0063  COUNTRY     -  US
 QT0063  USGS QUAD   -  FAITH SW (2017)
 QT0063
 QT0063                         *CURRENT SURVEY CONTROL
 QT0063  ______________________________________________________________________
 QT0063* NAD 83(1986) POSITION- 45 04 11.     (N) 102 08 16.     (W)   SCALED
 QT0063* NAVD 88 ORTHO HEIGHT -   761.907 (meters)     2499.69  (feet) ADJUSTED
 QT0063  ______________________________________________________________________
 QT0063  GEOID HEIGHT    -        -19.157 (meters)                     GEOID18
 QT0063  DYNAMIC HEIGHT  -        761.762 (meters)     2499.21  (feet) COMP
 QT0063  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 QT0063
 QT0063  VERT ORDER      -  SECOND    CLASS 0
 QT0063
 QT0063.The horizontal coordinates were scaled from a map and have
 QT0063.an estimated accuracy of +/- 6 seconds.
 QT0063
 QT0063.The orthometric height was determined by differential leveling and
 QT0063.adjusted by the NATIONAL GEODETIC SURVEY
 QT0063.in June 1991.
 QT0063
 QT0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0063.GEOID18 height accuracy estimate available here.
 QT0063
 QT0063.Click photographs - Photos may exist for this station.
 QT0063
 QT0063.The dynamic height is computed by dividing the NAVD 88
 QT0063.geopotential number by the normal gravity value computed on the
 QT0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0063.degrees latitude (g = 980.6199 gals.).
 QT0063
 QT0063.The modeled gravity was interpolated from observed gravity values.
 QT0063
 QT0063;                    North         East    Units  Estimated Accuracy
 QT0063;SPC SD N     -   139,610.      431,680.      MT  (+/- 180 meters Scaled)
 QT0063
 QT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK253946(NAD 83)
 QT0063
 QT0063                          SUPERSEDED SURVEY CONTROL
 QT0063
 QT0063  NGVD 29 (??/??/92)  761.460  (m)         2498.22   (f) ADJ UNCH    2 0
 QT0063
 QT0063.Superseded values are not recommended for survey control.
 QT0063
 QT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0063.See file dsdata.pdf to determine how the superseded data were derived.
 QT0063
 QT0063_MARKER: DB = BENCH MARK DISK
 QT0063_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0063_STAMPING: T 394 1963
 QT0063_MARK LOGO: CGS
 QT0063_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0063_ROD/PIPE-DEPTH: 3.4 meters
 QT0063
 QT0063  HISTORY     - Date     Condition        Report By
 QT0063  HISTORY     - 1963     MONUMENTED       CGS
 QT0063
 QT0063                          STATION DESCRIPTION
 QT0063
 QT0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0063'8 MI NW FROM FAITH.
 QT0063'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0063'FAITH, THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY 212, THENCE 3.15
 QT0063'MILES NORTH ALONG STATE HIGHWAY 73, THENCE 1.0 MILE WEST ALONG
 QT0063'A GRAVELED ROAD, 216 FEET WEST-NORTHWEST OF THE CENTER OF THE
 QT0063'JUNCTION OF A ROAD, 58 FEET NORTH OF THE CENTER LINE OF A DIRT
 QT0063'ROAD LEADING WEST, IN LINE WITH A ROW OF POWER POLES, 7 1/2 FEET
 QT0063'EAST OF A POWER POLE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 QT0063'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 QT0063'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 11 FEET AND ENCASED IN
 QT0063'A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0217 ***********************************************************************
 PU0217  DESIGNATION -  T 395
 PU0217  PID         -  PU0217
 PU0217  STATE/COUNTY-  SD/MEADE
 PU0217  COUNTRY     -  US
 PU0217  USGS QUAD   -  MARCUS (2017)
 PU0217
 PU0217                         *CURRENT SURVEY CONTROL
 PU0217  ______________________________________________________________________
 PU0217* NAD 83(1986) POSITION- 44 43 07.     (N) 102 16 07.     (W)   SCALED
 PU0217* NAVD 88 ORTHO HEIGHT -   787.882 (meters)     2584.91  (feet) ADJUSTED
 PU0217  ______________________________________________________________________
 PU0217  GEOID HEIGHT    -        -19.165 (meters)                     GEOID18
 PU0217  DYNAMIC HEIGHT  -        787.700 (meters)     2584.31  (feet) COMP
 PU0217  MODELED GRAVITY -    980,359.0   (mgal)                       NAVD 88
 PU0217
 PU0217  VERT ORDER      -  SECOND    CLASS 0
 PU0217
 PU0217.The horizontal coordinates were scaled from a map and have
 PU0217.an estimated accuracy of +/- 6 seconds.
 PU0217
 PU0217.The orthometric height was determined by differential leveling and
 PU0217.adjusted by the NATIONAL GEODETIC SURVEY
 PU0217.in June 1991.
 PU0217
 PU0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0217.GEOID18 height accuracy estimate available here.
 PU0217
 PU0217.Click photographs - Photos may exist for this station.
 PU0217
 PU0217.The dynamic height is computed by dividing the NAVD 88
 PU0217.geopotential number by the normal gravity value computed on the
 PU0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0217.degrees latitude (g = 980.6199 gals.).
 PU0217
 PU0217.The modeled gravity was interpolated from observed gravity values.
 PU0217
 PU0217;                    North         East    Units  Estimated Accuracy
 PU0217;SPC SD N     -   100,890.      420,290.      MT  (+/- 180 meters Scaled)
 PU0217
 PU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK163553(NAD 83)
 PU0217
 PU0217                          SUPERSEDED SURVEY CONTROL
 PU0217
 PU0217  NGVD 29 (??/??/92)  787.423  (m)         2583.40   (f) ADJ UNCH    2 0
 PU0217
 PU0217.Superseded values are not recommended for survey control.
 PU0217
 PU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0217.See file dsdata.pdf to determine how the superseded data were derived.
 PU0217
 PU0217_MARKER: DB = BENCH MARK DISK
 PU0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0217_STAMPING: T 395 1963
 PU0217_MARK LOGO: CGS
 PU0217_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0217+STABILITY: SURFACE MOTION
 PU0217
 PU0217  HISTORY     - Date     Condition        Report By
 PU0217  HISTORY     - 1963     MONUMENTED       CGS
 PU0217
 PU0217                          STATION DESCRIPTION
 PU0217
 PU0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0217'5.8 MI NE FROM MARCUS.
 PU0217'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0217'OFFICE AT MARCUS, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0217'THENCE 1.0 MILE EAST ALONG A DIM TRAIL ROAD, 0.5 MILE EAST OF
 PU0217'THE CREST OF A LONG HILL, 56 FEET NORTHEAST OF A CORNER FENCE
 PU0217'POST, 20 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 26 FEET
 PU0217'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE, 2.5 FEET
 PU0217'SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PU0217'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0513 ***********************************************************************
 OT0513  DESIGNATION -  T 396
 OT0513  PID         -  OT0513
 OT0513  STATE/COUNTY-  SD/FALL RIVER
 OT0513  COUNTRY     -  US
 OT0513  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0513
 OT0513                         *CURRENT SURVEY CONTROL
 OT0513  ______________________________________________________________________
 OT0513* NAD 83(1986) POSITION- 43 25 27.     (N) 103 34 34.     (W)   SCALED
 OT0513* NAVD 88 ORTHO HEIGHT -  1188.993 (meters)     3900.89  (feet) POSTED
 OT0513  ______________________________________________________________________
 OT0513  GEOID HEIGHT    -        -15.207 (meters)                     GEOID18
 OT0513  DYNAMIC HEIGHT  -       1188.47  (meters)     3899.2   (feet) COMP
 OT0513  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 OT0513
 OT0513  VERT ORDER      -  * POSTED, SEE BELOW
 OT0513
 OT0513.The horizontal coordinates were scaled from a map and have
 OT0513.an estimated accuracy of +/- 6 seconds.
 OT0513
 OT0513.The orthometric height was determined by differential leveling
 OT0513.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0513
 OT0513.* This is a POSTED BENCH MARK height.
 OT0513
 OT0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0513.GEOID18 height accuracy estimate available here.
 OT0513
 OT0513.Click photographs - Photos may exist for this station.
 OT0513
 OT0513.The dynamic height is computed by dividing the NAVD 88
 OT0513.geopotential number by the normal gravity value computed on the
 OT0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0513.degrees latitude (g = 980.6199 gals.).
 OT0513
 OT0513.The modeled gravity was interpolated from observed gravity values.
 OT0513
 OT0513;                    North         East    Units  Estimated Accuracy
 OT0513;SPC SD S     -   126,310.      337,500.      MT  (+/- 180 meters Scaled)
 OT0513
 OT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ152089(NAD 83)
 OT0513
 OT0513                          SUPERSEDED SURVEY CONTROL
 OT0513
 OT0513  NGVD 29 (??/??/92) 1188.446  (m)         3899.09   (f) ADJ UNCH    1 2
 OT0513
 OT0513.Superseded values are not recommended for survey control.
 OT0513
 OT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0513.See file dsdata.pdf to determine how the superseded data were derived.
 OT0513
 OT0513_MARKER: DB = BENCH MARK DISK
 OT0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0513_STAMPING: T 396 1963
 OT0513_MARK LOGO: CGS
 OT0513_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0513+STABILITY: SURFACE MOTION
 OT0513
 OT0513  HISTORY     - Date     Condition        Report By
 OT0513  HISTORY     - 1963     MONUMENTED       CGS
 OT0513
 OT0513                          STATION DESCRIPTION
 OT0513
 OT0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0513'6.1 MI E FROM MINNEKAHTA.
 OT0513'ABOUT 6.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0513'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, OR 0.95 MILE
 OT0513'NORTHWEST ALONG U.S. HIGHWAY 385 AND STATE HIGHWAY 87 FROM THE
 OT0513'POST OFFICE AT HOT SPRINGS, THENCE 0.2 MILE NORTHWEST ALONG NORTH
 OT0513'RIVER STREET, THENCE 6.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 OT0513'AND QUINCY RAILROAD, 0.1 MILE NORTH OF MILE POST 6, AT THE SOUTH
 OT0513'END OF A SMALL CUT, 43 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST
 OT0513'OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 OT0513'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0468 ***********************************************************************
 OT0468  DESIGNATION -  T 4
 OT0468  PID         -  OT0468
 OT0468  STATE/COUNTY-  SD/FALL RIVER
 OT0468  COUNTRY     -  US
 OT0468  USGS QUAD   -  EDGEMONT (2017)
 OT0468
 OT0468                         *CURRENT SURVEY CONTROL
 OT0468  ______________________________________________________________________
 OT0468* NAD 83(1986) POSITION- 43 17 59.     (N) 103 49 31.     (W)   SCALED
 OT0468* NAVD 88 ORTHO HEIGHT -  1053.877 (meters)     3457.59  (feet) ADJUSTED
 OT0468  ______________________________________________________________________
 OT0468  GEOID HEIGHT    -        -15.079 (meters)                     GEOID18
 OT0468  DYNAMIC HEIGHT  -       1053.443 (meters)     3456.17  (feet) COMP
 OT0468  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 OT0468
 OT0468  VERT ORDER      -  FIRST     CLASS II
 OT0468
 OT0468.The horizontal coordinates were scaled from a map and have
 OT0468.an estimated accuracy of +/- 6 seconds.
 OT0468
 OT0468.The orthometric height was determined by differential leveling and
 OT0468.adjusted by the NATIONAL GEODETIC SURVEY
 OT0468.in June 1991.
 OT0468
 OT0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0468.GEOID18 height accuracy estimate available here.
 OT0468
 OT0468.Click photographs - Photos may exist for this station.
 OT0468
 OT0468.The dynamic height is computed by dividing the NAVD 88
 OT0468.geopotential number by the normal gravity value computed on the
 OT0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0468.degrees latitude (g = 980.6199 gals.).
 OT0468
 OT0468.The modeled gravity was interpolated from observed gravity values.
 OT0468
 OT0468;                    North         East    Units  Estimated Accuracy
 OT0468;SPC SD S     -   113,310.      316,760.      MT  (+/- 180 meters Scaled)
 OT0468
 OT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH952947(NAD 83)
 OT0468
 OT0468                          SUPERSEDED SURVEY CONTROL
 OT0468
 OT0468  NGVD 29 (??/??/92) 1053.34   (m)         3455.8    (f) COMPUTED    1 2
 OT0468
 OT0468.Superseded values are not recommended for survey control.
 OT0468
 OT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0468.See file dsdata.pdf to determine how the superseded data were derived.
 OT0468
 OT0468_MARKER: DB = BENCH MARK DISK
 OT0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0468_SP_SET: BUILDING
 OT0468_MARK LOGO: CGS
 OT0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0468
 OT0468  HISTORY     - Date     Condition        Report By
 OT0468  HISTORY     - 1908     MONUMENTED       CGS
 OT0468  HISTORY     - 1957     MARK NOT FOUND   CGS
 OT0468  HISTORY     - 20101021 MARK NOT FOUND   GEOCAC
 OT0468
 OT0468                          STATION DESCRIPTION
 OT0468
 OT0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0468'AT EDGEMONT.
 OT0468'AT EDGEMONT, FALL RIVER COUNTY, AT THE STORE BUILDING KNOWN
 OT0468'IN 1908 AS THE EDGEMONT BLOCK, AT THE NORTHEAST CORNER (FACING
 OT0468'PHELAN AVENUE), 0.6 FOOT FROM THE CORNER OF THE BUILDING,
 OT0468'AND 1/2 FOOT HIGHER THAN THE SIDEWALK.  NOTE-- REPORTED IN 1950
 OT0468'THAT IT WAS NOT RECOVERED AND PROBABLY CEMENTED OVER.
 OT0468
 OT0468                          STATION RECOVERY (2010)
 OT0468
 OT0468'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0468'BUILDING HAS BEEN RAZED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0869 ***********************************************************************
 PU0869  DESIGNATION -  T 401
 PU0869  PID         -  PU0869
 PU0869  STATE/COUNTY-  SD/MEADE
 PU0869  COUNTRY     -  US
 PU0869  USGS QUAD   -  FAIRPOINT (2017)
 PU0869
 PU0869                         *CURRENT SURVEY CONTROL
 PU0869  ______________________________________________________________________
 PU0869* NAD 83(1986) POSITION- 44 42 25.     (N) 102 47 48.     (W)   SCALED
 PU0869* NAVD 88 ORTHO HEIGHT -   907.082 (meters)     2975.98  (feet) ADJUSTED
 PU0869  ______________________________________________________________________
 PU0869  GEOID HEIGHT    -        -17.723 (meters)                     GEOID18
 PU0869  DYNAMIC HEIGHT  -        906.854 (meters)     2975.24  (feet) COMP
 PU0869  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 PU0869
 PU0869  VERT ORDER      -  SECOND    CLASS 0
 PU0869
 PU0869.The horizontal coordinates were scaled from a map and have
 PU0869.an estimated accuracy of +/- 6 seconds.
 PU0869
 PU0869.The orthometric height was determined by differential leveling and
 PU0869.adjusted by the NATIONAL GEODETIC SURVEY
 PU0869.in June 1991.
 PU0869
 PU0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0869.GEOID18 height accuracy estimate available here.
 PU0869
 PU0869.Click photographs - Photos may exist for this station.
 PU0869
 PU0869.The dynamic height is computed by dividing the NAVD 88
 PU0869.geopotential number by the normal gravity value computed on the
 PU0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0869.degrees latitude (g = 980.6199 gals.).
 PU0869
 PU0869.The modeled gravity was interpolated from observed gravity values.
 PU0869
 PU0869;                    North         East    Units  Estimated Accuracy
 PU0869;SPC SD N     -   100,910.      378,420.      MT  (+/- 180 meters Scaled)
 PU0869
 PU0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK745527(NAD 83)
 PU0869
 PU0869                          SUPERSEDED SURVEY CONTROL
 PU0869
 PU0869  NGVD 29 (??/??/92)  906.61   (m)         2974.4    (f) COMPUTED    2 0
 PU0869
 PU0869.Superseded values are not recommended for survey control.
 PU0869
 PU0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0869.See file dsdata.pdf to determine how the superseded data were derived.
 PU0869
 PU0869_MARKER: DB = BENCH MARK DISK
 PU0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0869_STAMPING: T 401 1962
 PU0869_MARK LOGO: CGS
 PU0869_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0869+STABILITY: SURFACE MOTION
 PU0869
 PU0869  HISTORY     - Date     Condition        Report By
 PU0869  HISTORY     - 1962     MONUMENTED       CGS
 PU0869
 PU0869                          STATION DESCRIPTION
 PU0869
 PU0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0869'3 MI S FROM FAIRPOINT.
 PU0869'2.95 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0869'36 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET EAST
 PU0869'OF A POWER POLE, 1.4 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A
 PU0869'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE
 PU0869'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0760 ***********************************************************************
 PU0760  DESIGNATION -  T 402
 PU0760  PID         -  PU0760
 PU0760  STATE/COUNTY-  SD/MEADE
 PU0760  COUNTRY     -  US
 PU0760  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0760
 PU0760                         *CURRENT SURVEY CONTROL
 PU0760  ______________________________________________________________________
 PU0760* NAD 83(1986) POSITION- 44 52 43.     (N) 102 52 27.     (W)   SCALED
 PU0760* NAVD 88 ORTHO HEIGHT -   838.891 (meters)     2752.26  (feet) ADJUSTED
 PU0760  ______________________________________________________________________
 PU0760  GEOID HEIGHT    -        -17.461 (meters)                     GEOID18
 PU0760  DYNAMIC HEIGHT  -        838.712 (meters)     2751.67  (feet) COMP
 PU0760  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 PU0760
 PU0760  VERT ORDER      -  SECOND    CLASS 0
 PU0760
 PU0760.The horizontal coordinates were scaled from a map and have
 PU0760.an estimated accuracy of +/- 6 seconds.
 PU0760
 PU0760.The orthometric height was determined by differential leveling and
 PU0760.adjusted by the NATIONAL GEODETIC SURVEY
 PU0760.in June 1991.
 PU0760
 PU0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0760.GEOID18 height accuracy estimate available here.
 PU0760
 PU0760.Click photographs - Photos may exist for this station.
 PU0760
 PU0760.The dynamic height is computed by dividing the NAVD 88
 PU0760.geopotential number by the normal gravity value computed on the
 PU0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0760.degrees latitude (g = 980.6199 gals.).
 PU0760
 PU0760.The modeled gravity was interpolated from observed gravity values.
 PU0760
 PU0760;                    North         East    Units  Estimated Accuracy
 PU0760;SPC SD N     -   120,180.      372,960.      MT  (+/- 180 meters Scaled)
 PU0760
 PU0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK679716(NAD 83)
 PU0760
 PU0760                          SUPERSEDED SURVEY CONTROL
 PU0760
 PU0760  NGVD 29 (??/??/92)  838.424  (m)         2750.73   (f) ADJ UNCH    2 0
 PU0760
 PU0760.Superseded values are not recommended for survey control.
 PU0760
 PU0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0760.See file dsdata.pdf to determine how the superseded data were derived.
 PU0760
 PU0760_MARKER: DB = BENCH MARK DISK
 PU0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0760_STAMPING: T 402 1962
 PU0760_MARK LOGO: CGS
 PU0760_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0760+STABILITY: SURFACE MOTION
 PU0760
 PU0760  HISTORY     - Date     Condition        Report By
 PU0760  HISTORY     - 1962     MONUMENTED       CGS
 PU0760
 PU0760                          STATION DESCRIPTION
 PU0760
 PU0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0760'2 MI E FROM SULPHUR.
 PU0760'2.05 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 0.2
 PU0760'MILE WEST OF THE JUNCTION OF A DIRT ROAD SOUTH, ON A SMALL
 PU0760'HILL, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET
 PU0760'EAST OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A FENCE, 2.5 FEET
 PU0760'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 PU0760'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1377 ***********************************************************************
 PU1377  DESIGNATION -  T 403
 PU1377  PID         -  PU1377
 PU1377  STATE/COUNTY-  SD/BUTTE
 PU1377  COUNTRY     -  US
 PU1377  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1377
 PU1377                         *CURRENT SURVEY CONTROL
 PU1377  ______________________________________________________________________
 PU1377* NAD 83(1986) POSITION- 44 47 48.     (N) 103 02 26.     (W)   SCALED
 PU1377* NAVD 88 ORTHO HEIGHT -   895.107 (meters)     2936.70  (feet) ADJUSTED
 PU1377  ______________________________________________________________________
 PU1377  GEOID HEIGHT    -        -17.195 (meters)                     GEOID18
 PU1377  DYNAMIC HEIGHT  -        894.895 (meters)     2936.00  (feet) COMP
 PU1377  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 PU1377
 PU1377  VERT ORDER      -  SECOND    CLASS 0
 PU1377
 PU1377.The horizontal coordinates were scaled from a map and have
 PU1377.an estimated accuracy of +/- 6 seconds.
 PU1377
 PU1377.The orthometric height was determined by differential leveling and
 PU1377.adjusted by the NATIONAL GEODETIC SURVEY
 PU1377.in June 1991.
 PU1377
 PU1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1377.GEOID18 height accuracy estimate available here.
 PU1377
 PU1377.Click photographs - Photos may exist for this station.
 PU1377
 PU1377.The dynamic height is computed by dividing the NAVD 88
 PU1377.geopotential number by the normal gravity value computed on the
 PU1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1377.degrees latitude (g = 980.6199 gals.).
 PU1377
 PU1377.The modeled gravity was interpolated from observed gravity values.
 PU1377
 PU1377;                    North         East    Units  Estimated Accuracy
 PU1377;SPC SD N     -   111,570.      359,480.      MT  (+/- 180 meters Scaled)
 PU1377
 PU1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK549622(NAD 83)
 PU1377
 PU1377                          SUPERSEDED SURVEY CONTROL
 PU1377
 PU1377  NGVD 29 (??/??/92)  894.623  (m)         2935.11   (f) ADJ UNCH    2 0
 PU1377
 PU1377.Superseded values are not recommended for survey control.
 PU1377
 PU1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1377.See file dsdata.pdf to determine how the superseded data were derived.
 PU1377
 PU1377_MARKER: DB = BENCH MARK DISK
 PU1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1377_STAMPING: T 403 1962
 PU1377_MARK LOGO: CGS
 PU1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1377+STABILITY: SURFACE MOTION
 PU1377
 PU1377  HISTORY     - Date     Condition        Report By
 PU1377  HISTORY     - 1962     MONUMENTED       CGS
 PU1377
 PU1377                          STATION DESCRIPTION
 PU1377
 PU1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1377'8.9 MI SW FROM SULPHUR.
 PU1377'8.9 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1377'SULPHUR, 0.15 MILE WEST OF THE CENTER OF A CURVE, 49 FEET SOUTH
 PU1377'OF THE CENTER LINE OF THE ROAD, 32.0 FEET SOUTH OF A CURVE
 PU1377'SIGN, 4.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU1377'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU1377'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0974 ***********************************************************************
 PU0974  DESIGNATION -  T 404
 PU0974  PID         -  PU0974
 PU0974  STATE/COUNTY-  SD/MEADE
 PU0974  COUNTRY     -  US
 PU0974  USGS QUAD   -  OPAL WEST (2017)
 PU0974
 PU0974                         *CURRENT SURVEY CONTROL
 PU0974  ______________________________________________________________________
 PU0974* NAD 83(1986) POSITION- 44 53 34.     (N) 102 36 50.     (W)   SCALED
 PU0974* NAVD 88 ORTHO HEIGHT -   804.656 (meters)     2639.94  (feet) ADJUSTED
 PU0974  ______________________________________________________________________
 PU0974  GEOID HEIGHT    -        -18.061 (meters)                     GEOID18
 PU0974  DYNAMIC HEIGHT  -        804.483 (meters)     2639.37  (feet) COMP
 PU0974  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 PU0974
 PU0974  VERT ORDER      -  SECOND    CLASS 0
 PU0974
 PU0974.The horizontal coordinates were scaled from a map and have
 PU0974.an estimated accuracy of +/- 6 seconds.
 PU0974
 PU0974.The orthometric height was determined by differential leveling and
 PU0974.adjusted by the NATIONAL GEODETIC SURVEY
 PU0974.in June 1991.
 PU0974
 PU0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0974.GEOID18 height accuracy estimate available here.
 PU0974
 PU0974.Click photographs - Photos may exist for this station.
 PU0974
 PU0974.The dynamic height is computed by dividing the NAVD 88
 PU0974.geopotential number by the normal gravity value computed on the
 PU0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0974.degrees latitude (g = 980.6199 gals.).
 PU0974
 PU0974.The modeled gravity was interpolated from observed gravity values.
 PU0974
 PU0974;                    North         East    Units  Estimated Accuracy
 PU0974;SPC SD N     -   121,060.      393,570.      MT  (+/- 180 meters Scaled)
 PU0974
 PU0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK884738(NAD 83)
 PU0974
 PU0974                          SUPERSEDED SURVEY CONTROL
 PU0974
 PU0974  NGVD 29 (??/??/92)  804.194  (m)         2638.43   (f) ADJ UNCH    2 0
 PU0974
 PU0974.Superseded values are not recommended for survey control.
 PU0974
 PU0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0974.See file dsdata.pdf to determine how the superseded data were derived.
 PU0974
 PU0974_MARKER: DB = BENCH MARK DISK
 PU0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0974_STAMPING: T 404 1962
 PU0974_MARK LOGO: CGS
 PU0974_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0974+STABILITY: SURFACE MOTION
 PU0974
 PU0974  HISTORY     - Date     Condition        Report By
 PU0974  HISTORY     - 1962     MONUMENTED       CGS
 PU0974
 PU0974                          STATION DESCRIPTION
 PU0974
 PU0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0974'6.2 MI W FROM OPAL.
 PU0974'6.2 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0974'ABOUT 100 YARDS NORTHWEST AND ACROSS THE ROAD FROM A FARM HOUSE,
 PU0974'66 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF AN ABANDONED
 PU0974'ROAD SOUTH, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.2
 PU0974'FEET NORTHEAST OF A POWER POLE, 2.0 FEET NORTH OF A FENCE,
 PU0974'18.0 FEET WEST OF A FENCE AND THE SOUTH END OF A GATE, 3.3
 PU0974'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD
 PU0974'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0289 ***********************************************************************
 PU0289  DESIGNATION -  T 405
 PU0289  PID         -  PU0289
 PU0289  STATE/COUNTY-  SD/MEADE
 PU0289  COUNTRY     -  US
 PU0289  USGS QUAD   -  OPAL EAST SW (2017)
 PU0289
 PU0289                         *CURRENT SURVEY CONTROL
 PU0289  ______________________________________________________________________
 PU0289* NAD 83(1986) POSITION- 44 48 21.     (N) 102 27 05.     (W)   SCALED
 PU0289* NAVD 88 ORTHO HEIGHT -   761.453 (meters)     2498.20  (feet) ADJUSTED
 PU0289  ______________________________________________________________________
 PU0289  GEOID HEIGHT    -        -18.581 (meters)                     GEOID18
 PU0289  DYNAMIC HEIGHT  -        761.282 (meters)     2497.64  (feet) COMP
 PU0289  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 PU0289
 PU0289  VERT ORDER      -  SECOND    CLASS 0
 PU0289
 PU0289.The horizontal coordinates were scaled from a map and have
 PU0289.an estimated accuracy of +/- 6 seconds.
 PU0289
 PU0289.The orthometric height was determined by differential leveling and
 PU0289.adjusted by the NATIONAL GEODETIC SURVEY
 PU0289.in June 1991.
 PU0289
 PU0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0289.GEOID18 height accuracy estimate available here.
 PU0289
 PU0289.Click photographs - Photos may exist for this station.
 PU0289
 PU0289.The dynamic height is computed by dividing the NAVD 88
 PU0289.geopotential number by the normal gravity value computed on the
 PU0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0289.degrees latitude (g = 980.6199 gals.).
 PU0289
 PU0289.The modeled gravity was interpolated from observed gravity values.
 PU0289
 PU0289;                    North         East    Units  Estimated Accuracy
 PU0289;SPC SD N     -   111,000.      406,100.      MT  (+/- 180 meters Scaled)
 PU0289
 PU0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK015645(NAD 83)
 PU0289
 PU0289                          SUPERSEDED SURVEY CONTROL
 PU0289
 PU0289  NGVD 29 (??/??/92)  760.993  (m)         2496.69   (f) ADJ UNCH    2 0
 PU0289
 PU0289.Superseded values are not recommended for survey control.
 PU0289
 PU0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0289.See file dsdata.pdf to determine how the superseded data were derived.
 PU0289
 PU0289_MARKER: DB = BENCH MARK DISK
 PU0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0289_STAMPING: T 405 1962
 PU0289_MARK LOGO: CGS
 PU0289_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0289+STABILITY: SURFACE MOTION
 PU0289
 PU0289  HISTORY     - Date     Condition        Report By
 PU0289  HISTORY     - 1962     MONUMENTED       CGS
 PU0289
 PU0289                          STATION DESCRIPTION
 PU0289
 PU0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0289'8 MI S FROM OPAL.
 PU0289'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0289'THENCE 6.15 MILES SOUTH ALONG A GRAVEL ROAD, 0.25 MILE NORTH
 PU0289'OF THE JUNCTION OF A DRIVEWAY WEST TO FARM BUILDINGS, 51 FEET
 PU0289'WEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE NORTH
 PU0289'END OF A FIELD ENTRANCE GATE, 2.0 FEET EAST OF A FENCE, 2.7 FEET
 PU0289'NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD AND
 PU0289'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2043 ***********************************************************************
 PU2043  DESIGNATION -  T 406
 PU2043  PID         -  PU2043
 PU2043  STATE/COUNTY-  SD/LAWRENCE
 PU2043  COUNTRY     -  US
 PU2043  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2043
 PU2043                         *CURRENT SURVEY CONTROL
 PU2043  ______________________________________________________________________
 PU2043* NAD 83(1986) POSITION- 44 33 17.     (N) 103 34 06.     (W)   SCALED
 PU2043* NAVD 88 ORTHO HEIGHT -   959.914 (meters)     3149.32  (feet) ADJUSTED
 PU2043  ______________________________________________________________________
 PU2043  GEOID HEIGHT    -        -15.652 (meters)                     GEOID18
 PU2043  DYNAMIC HEIGHT  -        959.635 (meters)     3148.40  (feet) COMP
 PU2043  MODELED GRAVITY -    980,293.8   (mgal)                       NAVD 88
 PU2043
 PU2043  VERT ORDER      -  SECOND    CLASS 0
 PU2043
 PU2043.The horizontal coordinates were scaled from a map and have
 PU2043.an estimated accuracy of +/- 6 seconds.
 PU2043
 PU2043.The orthometric height was determined by differential leveling and
 PU2043.adjusted by the NATIONAL GEODETIC SURVEY
 PU2043.in June 1991.
 PU2043
 PU2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2043.GEOID18 height accuracy estimate available here.
 PU2043
 PU2043.Click photographs - Photos may exist for this station.
 PU2043
 PU2043.The dynamic height is computed by dividing the NAVD 88
 PU2043.geopotential number by the normal gravity value computed on the
 PU2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2043.degrees latitude (g = 980.6199 gals.).
 PU2043
 PU2043.The modeled gravity was interpolated from observed gravity values.
 PU2043
 PU2043;                    North         East    Units  Estimated Accuracy
 PU2043;SPC SD N     -    86,410.      316,580.      MT  (+/- 180 meters Scaled)
 PU2043
 PU2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK137344(NAD 83)
 PU2043
 PU2043                          SUPERSEDED SURVEY CONTROL
 PU2043
 PU2043  NGVD 29 (??/??/92)  959.412  (m)         3147.67   (f) ADJ UNCH    2 0
 PU2043
 PU2043.Superseded values are not recommended for survey control.
 PU2043
 PU2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2043.See file dsdata.pdf to determine how the superseded data were derived.
 PU2043
 PU2043_MARKER: DB = BENCH MARK DISK
 PU2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2043_STAMPING: T 406 1962
 PU2043_MARK LOGO: CGS
 PU2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2043+STABILITY: SURFACE MOTION
 PU2043
 PU2043  HISTORY     - Date     Condition        Report By
 PU2043  HISTORY     - 1962     MONUMENTED       CGS
 PU2043
 PU2043                          STATION DESCRIPTION
 PU2043
 PU2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2043'8.2 MI NE FROM WHITEWOOD.
 PU2043'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2043'RAILWAY STATION AT WHITEWOOD, THENCE 7.9 MILES NORTHEAST ALONG
 PU2043'A ROAD, 0.4 MILE SOUTH OF A CREEK CROSSING, 0.15 MILE SOUTH
 PU2043'OF A RANCH HOUSE, 27 1/2 FEET WEST OF THE CENTER LINE OF THE
 PU2043'ROAD, 5.9 FEET EAST OF A POWER POLE, 1.5 FEET EAST OF A FENCE,
 PU2043'4.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD
 PU2043'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1449 ***********************************************************************
 PU1449  DESIGNATION -  T 407
 PU1449  PID         -  PU1449
 PU1449  STATE/COUNTY-  SD/MEADE
 PU1449  COUNTRY     -  US
 PU1449  USGS QUAD   -  FORT MEADE (2017)
 PU1449
 PU1449                         *CURRENT SURVEY CONTROL
 PU1449  ______________________________________________________________________
 PU1449* NAD 83(1986) POSITION- 44 29 00.     (N) 103 29 19.     (W)   SCALED
 PU1449* NAVD 88 ORTHO HEIGHT -   951.871 (meters)     3122.93  (feet) ADJUSTED
 PU1449  ______________________________________________________________________
 PU1449  GEOID HEIGHT    -        -15.691 (meters)                     GEOID18
 PU1449  DYNAMIC HEIGHT  -        951.587 (meters)     3122.00  (feet) COMP
 PU1449  MODELED GRAVITY -    980,286.4   (mgal)                       NAVD 88
 PU1449
 PU1449  VERT ORDER      -  SECOND    CLASS 0
 PU1449
 PU1449.The horizontal coordinates were scaled from a map and have
 PU1449.an estimated accuracy of +/- 6 seconds.
 PU1449
 PU1449.The orthometric height was determined by differential leveling and
 PU1449.adjusted by the NATIONAL GEODETIC SURVEY
 PU1449.in June 1991.
 PU1449
 PU1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1449.GEOID18 height accuracy estimate available here.
 PU1449
 PU1449.Click photographs - Photos may exist for this station.
 PU1449
 PU1449.The dynamic height is computed by dividing the NAVD 88
 PU1449.geopotential number by the normal gravity value computed on the
 PU1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1449.degrees latitude (g = 980.6199 gals.).
 PU1449
 PU1449.The modeled gravity was interpolated from observed gravity values.
 PU1449
 PU1449;                    North         East    Units  Estimated Accuracy
 PU1449;SPC SD N     -    78,210.      322,560.      MT  (+/- 180 meters Scaled)
 PU1449
 PU1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK201266(NAD 83)
 PU1449
 PU1449                          SUPERSEDED SURVEY CONTROL
 PU1449
 PU1449  NGVD 29 (??/??/92)  951.366  (m)         3121.27   (f) ADJ UNCH    2 0
 PU1449
 PU1449.Superseded values are not recommended for survey control.
 PU1449
 PU1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1449.See file dsdata.pdf to determine how the superseded data were derived.
 PU1449
 PU1449_MARKER: DB = BENCH MARK DISK
 PU1449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1449_SP_SET: BRIDGE
 PU1449_STAMPING: T 407 1962
 PU1449_MARK LOGO: CGS
 PU1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1449
 PU1449  HISTORY     - Date     Condition        Report By
 PU1449  HISTORY     - 1962     MONUMENTED       CGS
 PU1449
 PU1449                          STATION DESCRIPTION
 PU1449
 PU1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1449'6 MI N FROM STURGIS.
 PU1449'5.95 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1449'IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING WALL OF A
 PU1449'CONCRETE BRIDGE OVER A SMALL CREEK, 10 FEET WEST OF THE CENTER
 PU1449'LINE OF THE ROAD AND ABOUT 3 FEET HIGHER THAN THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1150 ***********************************************************************
 PU1150  DESIGNATION -  T 408
 PU1150  PID         -  PU1150
 PU1150  STATE/COUNTY-  SD/MEADE
 PU1150  COUNTRY     -  US
 PU1150  USGS QUAD   -  VOLUNTEER (2017)
 PU1150
 PU1150                         *CURRENT SURVEY CONTROL
 PU1150  ______________________________________________________________________
 PU1150* NAD 83(1986) POSITION- 44 32 49.     (N) 103 11 08.     (W)   SCALED
 PU1150* NAVD 88 ORTHO HEIGHT -   815.078 (meters)     2674.14  (feet) ADJUSTED
 PU1150  ______________________________________________________________________
 PU1150  GEOID HEIGHT    -        -16.867 (meters)                     GEOID18
 PU1150  DYNAMIC HEIGHT  -        814.864 (meters)     2673.43  (feet) COMP
 PU1150  MODELED GRAVITY -    980,327.4   (mgal)                       NAVD 88
 PU1150
 PU1150  VERT ORDER      -  SECOND    CLASS 0
 PU1150
 PU1150.The horizontal coordinates were scaled from a map and have
 PU1150.an estimated accuracy of +/- 6 seconds.
 PU1150
 PU1150.The orthometric height was determined by differential leveling and
 PU1150.adjusted by the NATIONAL GEODETIC SURVEY
 PU1150.in June 1991.
 PU1150
 PU1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1150.GEOID18 height accuracy estimate available here.
 PU1150
 PU1150.Click photographs - Photos may exist for this station.
 PU1150
 PU1150.The dynamic height is computed by dividing the NAVD 88
 PU1150.geopotential number by the normal gravity value computed on the
 PU1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1150.degrees latitude (g = 980.6199 gals.).
 PU1150
 PU1150.The modeled gravity was interpolated from observed gravity values.
 PU1150
 PU1150;                    North         East    Units  Estimated Accuracy
 PU1150;SPC SD N     -    84,280.      346,930.      MT  (+/- 180 meters Scaled)
 PU1150
 PU1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK441342(NAD 83)
 PU1150
 PU1150                          SUPERSEDED SURVEY CONTROL
 PU1150
 PU1150  NGVD 29 (??/??/92)  814.599  (m)         2672.56   (f) ADJ UNCH    2 0
 PU1150
 PU1150.Superseded values are not recommended for survey control.
 PU1150
 PU1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1150.See file dsdata.pdf to determine how the superseded data were derived.
 PU1150
 PU1150_MARKER: DB = BENCH MARK DISK
 PU1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1150_STAMPING: T 408 1962
 PU1150_MARK LOGO: CGS
 PU1150_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1150+STABILITY: SURFACE MOTION
 PU1150
 PU1150  HISTORY     - Date     Condition        Report By
 PU1150  HISTORY     - 1962     MONUMENTED       CGS
 PU1150
 PU1150                          STATION DESCRIPTION
 PU1150
 PU1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1150'4.8 MI NW FROM VOLUNTEER.
 PU1150'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1150'VOLUNTEER, THENCE 1.1 MILES NORTHWEST, THENCE 1.8 MILES NORTH
 PU1150'ALONG ROADS, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 26
 PU1150'FEET NORTH OF THE CENTER OF A WIRE GATE ACROSS A FIELD ROAD,
 PU1150'2.5 FEET WEST OF A FENCE, 3.0 FEET SOUTH OF A WITNESS POST,
 PU1150'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A
 PU1150'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0679 ***********************************************************************
 PU0679  DESIGNATION -  T 409
 PU0679  PID         -  PU0679
 PU0679  STATE/COUNTY-  SD/MEADE
 PU0679  COUNTRY     -  US
 PU0679  USGS QUAD   -  HAYDRAW (2017)
 PU0679
 PU0679                         *CURRENT SURVEY CONTROL
 PU0679  ______________________________________________________________________
 PU0679* NAD 83(1986) POSITION- 44 23 51.     (N) 102 44 22.     (W)   SCALED
 PU0679* NAVD 88 ORTHO HEIGHT -   726.818 (meters)     2384.57  (feet) ADJUSTED
 PU0679  ______________________________________________________________________
 PU0679  GEOID HEIGHT    -        -18.049 (meters)                     GEOID18
 PU0679  DYNAMIC HEIGHT  -        726.621 (meters)     2383.92  (feet) COMP
 PU0679  MODELED GRAVITY -    980,323.4   (mgal)                       NAVD 88
 PU0679
 PU0679  VERT ORDER      -  SECOND    CLASS 0
 PU0679
 PU0679.The horizontal coordinates were scaled from a map and have
 PU0679.an estimated accuracy of +/- 6 seconds.
 PU0679
 PU0679.The orthometric height was determined by differential leveling and
 PU0679.adjusted by the NATIONAL GEODETIC SURVEY
 PU0679.in June 1991.
 PU0679
 PU0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0679.GEOID18 height accuracy estimate available here.
 PU0679
 PU0679.Click photographs - Photos may exist for this station.
 PU0679
 PU0679.The dynamic height is computed by dividing the NAVD 88
 PU0679.geopotential number by the normal gravity value computed on the
 PU0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0679.degrees latitude (g = 980.6199 gals.).
 PU0679
 PU0679.The modeled gravity was interpolated from observed gravity values.
 PU0679
 PU0679;                    North         East    Units  Estimated Accuracy
 PU0679;SPC SD N     -    66,380.      381,790.      MT  (+/- 180 meters Scaled)
 PU0679
 PU0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK800185(NAD 83)
 PU0679
 PU0679                          SUPERSEDED SURVEY CONTROL
 PU0679
 PU0679  NGVD 29 (??/??/92)  726.346  (m)         2383.02   (f) ADJ UNCH    2 0
 PU0679
 PU0679.Superseded values are not recommended for survey control.
 PU0679
 PU0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0679.See file dsdata.pdf to determine how the superseded data were derived.
 PU0679
 PU0679_MARKER: DB = BENCH MARK DISK
 PU0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0679_STAMPING: T 409 1962
 PU0679_MARK LOGO: CGS
 PU0679_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0679+STABILITY: SURFACE MOTION
 PU0679
 PU0679  HISTORY     - Date     Condition        Report By
 PU0679  HISTORY     - 1962     MONUMENTED       CGS
 PU0679
 PU0679                          STATION DESCRIPTION
 PU0679
 PU0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0679'9.4 MI E FROM HEREFORD.
 PU0679'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0679'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 6.3 MILES
 PU0679'EAST ALONG A GRAVEL ROAD 0.1 MILE SOUTHEAST OF BRIDGE OVER EAST
 PU0679'ELM CREEK, ABOUT 75 YARDS SOUTHEAST OF A POWER LINE CROSSING, 78
 PU0679'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 33
 PU0679'FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET BELOW
 PU0679'THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0679'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0949 ***********************************************************************
 PU0949  DESIGNATION -  T 410
 PU0949  PID         -  PU0949
 PU0949  STATE/COUNTY-  SD/MEADE
 PU0949  COUNTRY     -  US
 PU0949  USGS QUAD   -  FAIRPOINT SW (2017)
 PU0949
 PU0949                         *CURRENT SURVEY CONTROL
 PU0949  ______________________________________________________________________
 PU0949* NAD 83(1986) POSITION- 44 30 55.     (N) 102 53 14.     (W)   SCALED
 PU0949* NAVD 88 ORTHO HEIGHT -   765.212 (meters)     2510.53  (feet) ADJUSTED
 PU0949  ______________________________________________________________________
 PU0949  GEOID HEIGHT    -        -17.680 (meters)                     GEOID18
 PU0949  DYNAMIC HEIGHT  -        765.007 (meters)     2509.86  (feet) COMP
 PU0949  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 PU0949
 PU0949  VERT ORDER      -  FIRST     CLASS II
 PU0949
 PU0949.The horizontal coordinates were scaled from a map and have
 PU0949.an estimated accuracy of +/- 6 seconds.
 PU0949
 PU0949.The orthometric height was determined by differential leveling and
 PU0949.adjusted by the NATIONAL GEODETIC SURVEY
 PU0949.in October 1997.
 PU0949
 PU0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0949.GEOID18 height accuracy estimate available here.
 PU0949
 PU0949.Click photographs - Photos may exist for this station.
 PU0949
 PU0949.The dynamic height is computed by dividing the NAVD 88
 PU0949.geopotential number by the normal gravity value computed on the
 PU0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0949.degrees latitude (g = 980.6199 gals.).
 PU0949
 PU0949.The modeled gravity was interpolated from observed gravity values.
 PU0949
 PU0949;                    North         East    Units  Estimated Accuracy
 PU0949;SPC SD N     -    79,870.      370,490.      MT  (+/- 180 meters Scaled)
 PU0949
 PU0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK679312(NAD 83)
 PU0949
 PU0949                          SUPERSEDED SURVEY CONTROL
 PU0949
 PU0949  NAVD 88 (06/15/91)  765.182  (m)         2510.43   (f) SUPERSEDED  1 2
 PU0949  NGVD 29 (??/??/92)  764.724  (m)         2508.93   (f) ADJ UNCH    1 2
 PU0949
 PU0949.Superseded values are not recommended for survey control.
 PU0949
 PU0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0949.See file dsdata.pdf to determine how the superseded data were derived.
 PU0949
 PU0949_MARKER: DB = BENCH MARK DISK
 PU0949_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU0949_SP_SET: ABUTMENT
 PU0949_STAMPING: T 410 1962
 PU0949_MARK LOGO: CGS
 PU0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0949+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 PU0949
 PU0949  HISTORY     - Date     Condition        Report By
 PU0949  HISTORY     - 1962     MONUMENTED       CGS
 PU0949  HISTORY     - 19950524 GOOD             NGS
 PU0949  HISTORY     - 20120503 MARK NOT FOUND   INDIV
 PU0949
 PU0949                          STATION DESCRIPTION
 PU0949
 PU0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0949'13 MI E FROM VOLUNTEER.
 PU0949'13.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0949'VOLUNTEER, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT
 PU0949'OF A BRIDGE OVER ELM CREEK, 14 FEET SOUTH OF THE CENTER LINE
 PU0949'OF THE HIGHWAY, 1.9 FEET NORTH OF THE SOUTH END OF THE ABUTMENT
 PU0949'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 PU0949
 PU0949                          STATION RECOVERY (1995)
 PU0949
 PU0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0949'18.8 KM (11.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0949'OFFICE IN UNION CENTER, IN TOP OF AND 1.5 M (4.9 FT) NORTH OF THE
 PU0949'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 PU0949'ELM CREEK, 1263.6 M (4145.7 FT) WEST OF MILEPOST 70, 4.9 M (16.1 FT)
 PU0949'SOUTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 PU0949'THE HIGHWAY.
 PU0949
 PU0949                          STATION RECOVERY (2012)
 PU0949
 PU0949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0949'DESTROYED BY BRIDGE CONST
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2126 ***********************************************************************
 PU2126  DESIGNATION -  T 411 RESET
 PU2126  PID         -  PU2126
 PU2126  STATE/COUNTY-  SD/MEADE
 PU2126  COUNTRY     -  US
 PU2126  USGS QUAD   -  WHITE OWL (2017)
 PU2126
 PU2126                         *CURRENT SURVEY CONTROL
 PU2126  ______________________________________________________________________
 PU2126* NAD 83(1986) POSITION- 44 36 05.     (N) 102 24 22.     (W)   SCALED
 PU2126* NAVD 88 ORTHO HEIGHT -   851.085 (meters)     2792.27  (feet) ADJUSTED
 PU2126  ______________________________________________________________________
 PU2126  GEOID HEIGHT    -        -18.816 (meters)                     GEOID18
 PU2126  DYNAMIC HEIGHT  -        850.865 (meters)     2791.55  (feet) COMP
 PU2126  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 PU2126
 PU2126  VERT ORDER      -  FIRST     CLASS II
 PU2126
 PU2126.The horizontal coordinates were scaled from a map and have
 PU2126.an estimated accuracy of +/- 6 seconds.
 PU2126
 PU2126.The orthometric height was determined by differential leveling and
 PU2126.adjusted by the NATIONAL GEODETIC SURVEY
 PU2126.in October 1997.
 PU2126
 PU2126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2126.GEOID18 height accuracy estimate available here.
 PU2126
 PU2126.Click photographs - Photos may exist for this station.
 PU2126
 PU2126.The dynamic height is computed by dividing the NAVD 88
 PU2126.geopotential number by the normal gravity value computed on the
 PU2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2126.degrees latitude (g = 980.6199 gals.).
 PU2126
 PU2126.The modeled gravity was interpolated from observed gravity values.
 PU2126
 PU2126;                    North         East    Units  Estimated Accuracy
 PU2126;SPC SD N     -    88,190.      409,010.      MT  (+/- 180 meters Scaled)
 PU2126
 PU2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK058419(NAD 83)
 PU2126
 PU2126                          SUPERSEDED SURVEY CONTROL
 PU2126
 PU2126  NGVD 29 (04/17/07)  850.60   (m)         2790.7    (f) RESET       3  
 PU2126
 PU2126.Superseded values are not recommended for survey control.
 PU2126
 PU2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2126.See file dsdata.pdf to determine how the superseded data were derived.
 PU2126
 PU2126_MARKER: DV = VERTICAL CONTROL DISK
 PU2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2126_STAMPING: T 411 RESET 1980
 PU2126_MARK LOGO: NGS
 PU2126_PROJECTION: FLUSH
 PU2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2126+STABILITY: SURFACE MOTION
 PU2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2126+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2126
 PU2126  HISTORY     - Date     Condition        Report By
 PU2126  HISTORY     - 1980     MONUMENTED       NGS
 PU2126  HISTORY     - 19950605 GOOD             NGS
 PU2126
 PU2126                          STATION DESCRIPTION
 PU2126
 PU2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 PU2126'1.4 MI NE FROM WHITE OWL.
 PU2126'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU2126'AND STORE IN WHITE OWL, 101.0 FEET WEST OF CENTERR OF STATE HIGHWAY
 PU2126'34.
 PU2126'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 PU2126
 PU2126                          STATION RECOVERY (1995)
 PU2126
 PU2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2126'22.4 KM (13.90 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU2126'OFFICE IN UNION CENTER, 106.3 M (348.8 FT) WEST OF MILEPOST 95, 31.0 M
 PU2126'(101.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.9 M (22.6 FT) EAST OF
 PU2126'THE EAST END OF 2 BRACED FENCE POSTS, 0.5 M (1.6 FT) BELOW THE LEVEL
 PU2126'OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT)
 PU2126'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2126'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1248 ***********************************************************************
 PU1248  DESIGNATION -  T 412
 PU1248  PID         -  PU1248
 PU1248  STATE/COUNTY-  SD/BUTTE
 PU1248  COUNTRY     -  US
 PU1248  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1248
 PU1248                         *CURRENT SURVEY CONTROL
 PU1248  ______________________________________________________________________
 PU1248* NAD 83(1986) POSITION- 44 46 11.     (N) 103 18 40.     (W)   SCALED
 PU1248* NAVD 88 ORTHO HEIGHT -   874.737 (meters)     2869.87  (feet) ADJUSTED
 PU1248  ______________________________________________________________________
 PU1248  GEOID HEIGHT    -        -16.606 (meters)                     GEOID18
 PU1248  DYNAMIC HEIGHT  -        874.524 (meters)     2869.17  (feet) COMP
 PU1248  MODELED GRAVITY -    980,343.7   (mgal)                       NAVD 88
 PU1248
 PU1248  VERT ORDER      -  FIRST     CLASS II
 PU1248
 PU1248.The horizontal coordinates were scaled from a map and have
 PU1248.an estimated accuracy of +/- 6 seconds.
 PU1248
 PU1248.The orthometric height was determined by differential leveling and
 PU1248.adjusted by the NATIONAL GEODETIC SURVEY
 PU1248.in June 1991.
 PU1248
 PU1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1248.GEOID18 height accuracy estimate available here.
 PU1248
 PU1248.Click photographs - Photos may exist for this station.
 PU1248
 PU1248.The dynamic height is computed by dividing the NAVD 88
 PU1248.geopotential number by the normal gravity value computed on the
 PU1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1248.degrees latitude (g = 980.6199 gals.).
 PU1248
 PU1248.The modeled gravity was interpolated from observed gravity values.
 PU1248
 PU1248;                    North         East    Units  Estimated Accuracy
 PU1248;SPC SD N     -   109,410.      337,970.      MT  (+/- 180 meters Scaled)
 PU1248
 PU1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK336587(NAD 83)
 PU1248
 PU1248                          SUPERSEDED SURVEY CONTROL
 PU1248
 PU1248  NGVD 29 (??/??/92)  874.267  (m)         2868.32   (f) ADJ UNCH    1 2
 PU1248
 PU1248.Superseded values are not recommended for survey control.
 PU1248
 PU1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1248.See file dsdata.pdf to determine how the superseded data were derived.
 PU1248
 PU1248_MARKER: DB = BENCH MARK DISK
 PU1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1248_STAMPING: T 412 1963
 PU1248_MARK LOGO: CGS
 PU1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1248+STABILITY: SURFACE MOTION
 PU1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1248+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1248
 PU1248  HISTORY     - Date     Condition        Report By
 PU1248  HISTORY     - 1963     MONUMENTED       CGS
 PU1248  HISTORY     - 19951116 GOOD             NGS
 PU1248
 PU1248                          STATION DESCRIPTION
 PU1248
 PU1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1248'6.9 MI NE FROM NEWELL.
 PU1248'ABOUT 6.9 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1248'SCHOOL AT NEWELL, ABOUT 1.1 MILES NORTHEAST OF A 200-FOOT CONCRETE
 PU1248'BRIDGE OVER WILLOW CREEK, 73.5 FEET NORTHWEST OF THE CENTERLINE
 PU1248'OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE
 PU1248'ACROSS A DRIVEWAY LEADING TO A LARGE PASTURE, 2.0 FEET SOUTHEAST
 PU1248'OF A FENCE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 PU1248'LEVEL WITH THE DRIVEWAY, ABOUT 6 FEET BELOW THE LEVEL OF THE
 PU1248'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PU1248'INCHES.
 PU1248
 PU1248                          STATION RECOVERY (1995)
 PU1248
 PU1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1248'11.0 KM (6.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1248'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 42.9 M (140.7 FT) WEST OF
 PU1248'MILEPOST 46, 22.8 M (74.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.4
 PU1248'M (17.7 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.5
 PU1248'M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF
 PU1248'A FENCE, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 PU1248'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1289 ***********************************************************************
 PU1289  DESIGNATION -  T 413
 PU1289  PID         -  PU1289
 PU1289  STATE/COUNTY-  SD/BUTTE
 PU1289  COUNTRY     -  US
 PU1289  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1289
 PU1289                         *CURRENT SURVEY CONTROL
 PU1289  ______________________________________________________________________
 PU1289* NAD 83(1986) POSITION- 44 55 18.     (N) 103 03 38.     (W)   SCALED
 PU1289* NAVD 88 ORTHO HEIGHT -   843.904 (meters)     2768.71  (feet) ADJUSTED
 PU1289  ______________________________________________________________________
 PU1289  GEOID HEIGHT    -        -17.136 (meters)                     GEOID18
 PU1289  DYNAMIC HEIGHT  -        843.710 (meters)     2768.07  (feet) COMP
 PU1289  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 PU1289
 PU1289  VERT ORDER      -  SECOND    CLASS 0
 PU1289
 PU1289.The horizontal coordinates were scaled from a map and have
 PU1289.an estimated accuracy of +/- 6 seconds.
 PU1289
 PU1289.The orthometric height was determined by differential leveling and
 PU1289.adjusted by the NATIONAL GEODETIC SURVEY
 PU1289.in June 1991.
 PU1289
 PU1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1289.GEOID18 height accuracy estimate available here.
 PU1289
 PU1289.Click photographs - Photos may exist for this station.
 PU1289
 PU1289.The dynamic height is computed by dividing the NAVD 88
 PU1289.geopotential number by the normal gravity value computed on the
 PU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1289.degrees latitude (g = 980.6199 gals.).
 PU1289
 PU1289.The modeled gravity was interpolated from observed gravity values.
 PU1289
 PU1289;                    North         East    Units  Estimated Accuracy
 PU1289;SPC SD N     -   125,510.      358,430.      MT  (+/- 180 meters Scaled)
 PU1289
 PU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK530760(NAD 83)
 PU1289
 PU1289                          SUPERSEDED SURVEY CONTROL
 PU1289
 PU1289  NGVD 29 (??/??/92)  843.425  (m)         2767.14   (f) ADJ UNCH    2 0
 PU1289
 PU1289.Superseded values are not recommended for survey control.
 PU1289
 PU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1289.See file dsdata.pdf to determine how the superseded data were derived.
 PU1289
 PU1289_MARKER: DB = BENCH MARK DISK
 PU1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1289_STAMPING: T 413 1963
 PU1289_MARK LOGO: CGS
 PU1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1289+STABILITY: SURFACE MOTION
 PU1289
 PU1289  HISTORY     - Date     Condition        Report By
 PU1289  HISTORY     - 1963     MONUMENTED       CGS
 PU1289
 PU1289                          STATION DESCRIPTION
 PU1289
 PU1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1289'24.3 MI NE FROM NEWELL.
 PU1289'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1289'HIGH SCHOOL AT NEWELL, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PU1289'ROAD, ON THE OUTSIDE OF A CURVE AND 82 FEET WEST OF THE CENTERLINE
 PU1289'OF THE ROAD, 29.5 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY
 PU1289'LEADING TO A BARN, 1.5 FEET EAST OF A BOARD FENCE, 1.4 FEET
 PU1289'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU1289'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1115 ***********************************************************************
 PU1115  DESIGNATION -  T 414
 PU1115  PID         -  PU1115
 PU1115  STATE/COUNTY-  SD/BUTTE
 PU1115  COUNTRY     -  US
 PU1115  USGS QUAD   -  NEWELL LAKE (2017)
 PU1115
 PU1115                         *CURRENT SURVEY CONTROL
 PU1115  ______________________________________________________________________
 PU1115* NAD 83(1986) POSITION- 44 47 31.     (N) 103 29 11.     (W)   SCALED
 PU1115* NAVD 88 ORTHO HEIGHT -   889.924 (meters)     2919.69  (feet) ADJUSTED
 PU1115  ______________________________________________________________________
 PU1115  GEOID HEIGHT    -        -16.289 (meters)                     GEOID18
 PU1115  DYNAMIC HEIGHT  -        889.698 (meters)     2918.95  (feet) COMP
 PU1115  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 PU1115
 PU1115  VERT ORDER      -  SECOND    CLASS 0
 PU1115
 PU1115.The horizontal coordinates were scaled from a map and have
 PU1115.an estimated accuracy of +/- 6 seconds.
 PU1115
 PU1115.The orthometric height was determined by differential leveling and
 PU1115.adjusted by the NATIONAL GEODETIC SURVEY
 PU1115.in June 1991.
 PU1115
 PU1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1115.GEOID18 height accuracy estimate available here.
 PU1115
 PU1115.Click photographs - Photos may exist for this station.
 PU1115
 PU1115.The dynamic height is computed by dividing the NAVD 88
 PU1115.geopotential number by the normal gravity value computed on the
 PU1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1115.degrees latitude (g = 980.6199 gals.).
 PU1115
 PU1115.The modeled gravity was interpolated from observed gravity values.
 PU1115
 PU1115;                    North         East    Units  Estimated Accuracy
 PU1115;SPC SD N     -   112,460.      324,220.      MT  (+/- 180 meters Scaled)
 PU1115
 PU1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK197609(NAD 83)
 PU1115
 PU1115                          SUPERSEDED SURVEY CONTROL
 PU1115
 PU1115  NGVD 29 (??/??/92)  889.444  (m)         2918.12   (f) ADJ UNCH    2 0
 PU1115
 PU1115.Superseded values are not recommended for survey control.
 PU1115
 PU1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1115.See file dsdata.pdf to determine how the superseded data were derived.
 PU1115
 PU1115_MARKER: DB = BENCH MARK DISK
 PU1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1115_STAMPING: T 414 1963
 PU1115_MARK LOGO: CGS
 PU1115_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1115+STABILITY: SURFACE MOTION
 PU1115
 PU1115  HISTORY     - Date     Condition        Report By
 PU1115  HISTORY     - 1963     MONUMENTED       CGS
 PU1115
 PU1115                          STATION DESCRIPTION
 PU1115
 PU1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1115'8.2 MI NW FROM NEWELL.
 PU1115'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1115'SCHOOL AT NEWELL, THENCE 3.0 MILES WEST ALONG A GRAVELED COUNTY
 PU1115'ROAD, 43 FEET SOUTHEAST OF THE CENTER OF THE T-JUNCTION OF A
 PU1115'ROAD LEADING SOUTH, 38 FEET SOUTH OF THE CENTERLINE OF THE
 PU1115'GRAVELED ROAD, 14.5 FEET EAST OF THE CENTERLINE OF THE TRACK
 PU1115'ROAD LEADING SOUTH, 4.0 FEET SOUTHWEST OF A FENCE CORNER, 1.5
 PU1115'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU1115'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1115'PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1914 ***********************************************************************
 PU1914  DESIGNATION -  T 415
 PU1914  PID         -  PU1914
 PU1914  STATE/COUNTY-  SD/BUTTE
 PU1914  COUNTRY     -  US
 PU1914  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1914
 PU1914                         *CURRENT SURVEY CONTROL
 PU1914  ______________________________________________________________________
 PU1914* NAD 83(1986) POSITION- 44 50 32.     (N) 103 32 38.     (W)   SCALED
 PU1914* NAVD 88 ORTHO HEIGHT -   893.058 (meters)     2929.97  (feet) ADJUSTED
 PU1914  ______________________________________________________________________
 PU1914  GEOID HEIGHT    -        -16.203 (meters)                     GEOID18
 PU1914  DYNAMIC HEIGHT  -        892.832 (meters)     2929.23  (feet) COMP
 PU1914  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 PU1914
 PU1914  VERT ORDER      -  SECOND    CLASS 0
 PU1914
 PU1914.The horizontal coordinates were scaled from a map and have
 PU1914.an estimated accuracy of +/- 6 seconds.
 PU1914
 PU1914.The orthometric height was determined by differential leveling and
 PU1914.adjusted by the NATIONAL GEODETIC SURVEY
 PU1914.in June 1991.
 PU1914
 PU1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1914.GEOID18 height accuracy estimate available here.
 PU1914
 PU1914.Click photographs - Photos may exist for this station.
 PU1914
 PU1914.The dynamic height is computed by dividing the NAVD 88
 PU1914.geopotential number by the normal gravity value computed on the
 PU1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1914.degrees latitude (g = 980.6199 gals.).
 PU1914
 PU1914.The modeled gravity was interpolated from observed gravity values.
 PU1914
 PU1914;                    North         East    Units  Estimated Accuracy
 PU1914;SPC SD N     -   118,240.      319,910.      MT  (+/- 180 meters Scaled)
 PU1914
 PU1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK150664(NAD 83)
 PU1914
 PU1914                          SUPERSEDED SURVEY CONTROL
 PU1914
 PU1914  NGVD 29 (??/??/92)  892.576  (m)         2928.39   (f) ADJ UNCH    2 0
 PU1914
 PU1914.Superseded values are not recommended for survey control.
 PU1914
 PU1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1914.See file dsdata.pdf to determine how the superseded data were derived.
 PU1914
 PU1914_MARKER: DB = BENCH MARK DISK
 PU1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1914_STAMPING: T 415 1963
 PU1914_MARK LOGO: CGS
 PU1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1914+STABILITY: SURFACE MOTION
 PU1914
 PU1914  HISTORY     - Date     Condition        Report By
 PU1914  HISTORY     - 1963     MONUMENTED       CGS
 PU1914
 PU1914                          STATION DESCRIPTION
 PU1914
 PU1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1914'14 MI NW FROM NEWELL.
 PU1914'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1914'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1914'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1914'1.9 MILES NORTHWEST ALONG A TRACK ROAD ON PRIVATE PROPERTY OWNED
 PU1914'AND OPERATED BY THE PERSHEY BROTHERS, 91.6 FEET SOUTH OF A
 PU1914'POWER POLE BEARING A TRANSFORMER, 65 FEET NORTH OF THE NORTHWEST
 PU1914'CORNER OF A BARN, 8.6 FEET EAST OF THE NORTHWEST CORNER OF A
 PU1914'FEED LOT, 2.0 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE,
 PU1914'2.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PU1914'CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1280 ***********************************************************************
 PU1280  DESIGNATION -  T 416
 PU1280  PID         -  PU1280
 PU1280  STATE/COUNTY-  SD/BUTTE
 PU1280  COUNTRY     -  US
 PU1280  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1280
 PU1280                         *CURRENT SURVEY CONTROL
 PU1280  ______________________________________________________________________
 PU1280* NAD 83(1986) POSITION- 44 54 41.     (N) 103 03 00.     (W)   SCALED
 PU1280* NAVD 88 ORTHO HEIGHT -   838.463 (meters)     2750.86  (feet) ADJUSTED
 PU1280  ______________________________________________________________________
 PU1280  GEOID HEIGHT    -        -17.153 (meters)                     GEOID18
 PU1280  DYNAMIC HEIGHT  -        838.271 (meters)     2750.23  (feet) COMP
 PU1280  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 PU1280
 PU1280  VERT ORDER      -  FIRST     CLASS II
 PU1280
 PU1280.The horizontal coordinates were scaled from a map and have
 PU1280.an estimated accuracy of +/- 6 seconds.
 PU1280
 PU1280.The orthometric height was determined by differential leveling and
 PU1280.adjusted by the NATIONAL GEODETIC SURVEY
 PU1280.in July 1998.
 PU1280
 PU1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1280.GEOID18 height accuracy estimate available here.
 PU1280
 PU1280.Click photographs - Photos may exist for this station.
 PU1280
 PU1280.The dynamic height is computed by dividing the NAVD 88
 PU1280.geopotential number by the normal gravity value computed on the
 PU1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1280.degrees latitude (g = 980.6199 gals.).
 PU1280
 PU1280.The modeled gravity was interpolated from observed gravity values.
 PU1280
 PU1280;                    North         East    Units  Estimated Accuracy
 PU1280;SPC SD N     -   124,330.      359,220.      MT  (+/- 180 meters Scaled)
 PU1280
 PU1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK539749(NAD 83)
 PU1280
 PU1280                          SUPERSEDED SURVEY CONTROL
 PU1280
 PU1280  NAVD 88 (06/15/91)  838.472  (m)         2750.89   (f) SUPERSEDED  1 2
 PU1280  NGVD 29 (??/??/92)  837.995  (m)         2749.32   (f) ADJ UNCH    1 2
 PU1280
 PU1280.Superseded values are not recommended for survey control.
 PU1280
 PU1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1280.See file dsdata.pdf to determine how the superseded data were derived.
 PU1280
 PU1280_MARKER: DB = BENCH MARK DISK
 PU1280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1280_SP_SET: ABUTMENT
 PU1280_STAMPING: T 416 1963
 PU1280_MARK LOGO: CGS
 PU1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1280+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1280
 PU1280  HISTORY     - Date     Condition        Report By
 PU1280  HISTORY     - 1963     MONUMENTED       CGS
 PU1280  HISTORY     - 19951116 GOOD             NGS
 PU1280
 PU1280                          STATION DESCRIPTION
 PU1280
 PU1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1280'23.1 MI NE FROM NEWELL.
 PU1280'ABOUT 23.1 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1280'SCHOOL AT NEWELL, SET IN THE TOP OF THE NORTHWEST END OF THE
 PU1280'SOUTHWEST CONCRETE ABUTMENT OF A 150-FOOT CONCRETE BRIDGE OVER
 PU1280'SULPHUR CREEK, 16 FEET NORTHWEST OF THE CENTERLINE OF THE
 PU1280'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PU1280
 PU1280                          STATION RECOVERY (1995)
 PU1280
 PU1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1280'17.3 KM (10.75 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU1280'OFFICE IN MUD BUTTE, IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF THE
 PU1280'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 PU1280'SPANNING SULPHUR CREEK, 290.0 M (951.4 FT) NORTHEAST OF MILEPOST 62,
 PU1280'5.1 M (16.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0
 PU1280'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1317 ***********************************************************************
 PU1317  DESIGNATION -  T 417
 PU1317  PID         -  PU1317
 PU1317  STATE/COUNTY-  SD/BUTTE
 PU1317  COUNTRY     -  US
 PU1317  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1317
 PU1317                         *CURRENT SURVEY CONTROL
 PU1317  ______________________________________________________________________
 PU1317* NAD 83(1986) POSITION- 44 55 25.     (N) 103 12 55.     (W)   SCALED
 PU1317* NAVD 88 ORTHO HEIGHT -   883.049 (meters)     2897.14  (feet) ADJUSTED
 PU1317  ______________________________________________________________________
 PU1317  GEOID HEIGHT    -        -16.847 (meters)                     GEOID18
 PU1317  DYNAMIC HEIGHT  -        882.837 (meters)     2896.44  (feet) COMP
 PU1317  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 PU1317
 PU1317  VERT ORDER      -  SECOND    CLASS 0
 PU1317
 PU1317.The horizontal coordinates were scaled from a map and have
 PU1317.an estimated accuracy of +/- 6 seconds.
 PU1317
 PU1317.The orthometric height was determined by differential leveling and
 PU1317.adjusted by the NATIONAL GEODETIC SURVEY
 PU1317.in June 1991.
 PU1317
 PU1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1317.GEOID18 height accuracy estimate available here.
 PU1317
 PU1317.Click photographs - Photos may exist for this station.
 PU1317
 PU1317.The dynamic height is computed by dividing the NAVD 88
 PU1317.geopotential number by the normal gravity value computed on the
 PU1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1317.degrees latitude (g = 980.6199 gals.).
 PU1317
 PU1317.The modeled gravity was interpolated from observed gravity values.
 PU1317
 PU1317;                    North         East    Units  Estimated Accuracy
 PU1317;SPC SD N     -   126,190.      346,230.      MT  (+/- 180 meters Scaled)
 PU1317
 PU1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK408760(NAD 83)
 PU1317
 PU1317                          SUPERSEDED SURVEY CONTROL
 PU1317
 PU1317  NGVD 29 (??/??/92)  882.568  (m)         2895.56   (f) ADJ UNCH    2 0
 PU1317
 PU1317.Superseded values are not recommended for survey control.
 PU1317
 PU1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1317.See file dsdata.pdf to determine how the superseded data were derived.
 PU1317
 PU1317_MARKER: DB = BENCH MARK DISK
 PU1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1317_STAMPING: T 417 1963
 PU1317_MARK LOGO: CGS
 PU1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1317+STABILITY: SURFACE MOTION
 PU1317
 PU1317  HISTORY     - Date     Condition        Report By
 PU1317  HISTORY     - 1963     MONUMENTED       CGS
 PU1317
 PU1317                          STATION DESCRIPTION
 PU1317
 PU1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1317'13 MI SE FROM CASTLE ROCK.
 PU1317'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST
 PU1317'OFFICE AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A
 PU1317'GRADED COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED
 PU1317'COUNTY ROAD, THENCE 3.1 MILES EAST ALONG A GRADED COUNTY ROAD,
 PU1317'35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 28.5 FEET NORTH
 PU1317'OF THE NORTHWEST CORNER OF A CATTLE GUARD, 1.5 FEET WEST OF
 PU1317'A NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 PU1317'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PU1317'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1469 ***********************************************************************
 PU1469  DESIGNATION -  T 418
 PU1469  PID         -  PU1469
 PU1469  STATE/COUNTY-  SD/MEADE
 PU1469  COUNTRY     -  US
 PU1469  USGS QUAD   -  FORT MEADE NE (2017)
 PU1469
 PU1469                         *CURRENT SURVEY CONTROL
 PU1469  ______________________________________________________________________
 PU1469* NAD 83(1986) POSITION- 44 28 49.     (N) 103 17 00.     (W)   SCALED
 PU1469* NAVD 88 ORTHO HEIGHT -   858.024 (meters)     2815.03  (feet) ADJUSTED
 PU1469  ______________________________________________________________________
 PU1469  GEOID HEIGHT    -        -16.456 (meters)                     GEOID18
 PU1469  DYNAMIC HEIGHT  -        857.782 (meters)     2814.24  (feet) COMP
 PU1469  MODELED GRAVITY -    980,307.1   (mgal)                       NAVD 88
 PU1469
 PU1469  VERT ORDER      -  FIRST     CLASS II
 PU1469
 PU1469.The horizontal coordinates were scaled from a map and have
 PU1469.an estimated accuracy of +/- 6 seconds.
 PU1469
 PU1469.The orthometric height was determined by differential leveling and
 PU1469.adjusted by the NATIONAL GEODETIC SURVEY
 PU1469.in October 1997.
 PU1469
 PU1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1469.GEOID18 height accuracy estimate available here.
 PU1469
 PU1469.Click photographs - Photos may exist for this station.
 PU1469
 PU1469.The dynamic height is computed by dividing the NAVD 88
 PU1469.geopotential number by the normal gravity value computed on the
 PU1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1469.degrees latitude (g = 980.6199 gals.).
 PU1469
 PU1469.The modeled gravity was interpolated from observed gravity values.
 PU1469
 PU1469;                    North         East    Units  Estimated Accuracy
 PU1469;SPC SD N     -    77,190.      338,870.      MT  (+/- 180 meters Scaled)
 PU1469
 PU1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK365266(NAD 83)
 PU1469
 PU1469                          SUPERSEDED SURVEY CONTROL
 PU1469
 PU1469  NAVD 88 (06/15/91)  858.044  (m)         2815.10   (f) SUPERSEDED  1 2
 PU1469  NGVD 29 (??/??/92)  857.555  (m)         2813.50   (f) ADJ UNCH    1 2
 PU1469
 PU1469.Superseded values are not recommended for survey control.
 PU1469
 PU1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1469.See file dsdata.pdf to determine how the superseded data were derived.
 PU1469
 PU1469_MARKER: DB = BENCH MARK DISK
 PU1469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1469_SP_SET: ABUTMENT
 PU1469_STAMPING: T 418 1963
 PU1469_MARK LOGO: CGS
 PU1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1469+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2012
 PU1469
 PU1469  HISTORY     - Date     Condition        Report By
 PU1469  HISTORY     - 1963     MONUMENTED       CGS
 PU1469  HISTORY     - 19950513 GOOD             NGS
 PU1469  HISTORY     - 20120411 GOOD             INDIV
 PU1469
 PU1469                          STATION DESCRIPTION
 PU1469
 PU1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1469'1.4 MI NE FROM BEAR BUTTE.
 PU1469'ABOUT 1.35 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 PU1469'CATHOLIC CHURCH AT BEAR BUTTE, SET IN THE TOP OF THE SOUTHWEST
 PU1469'END OF THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER
 PU1469'SPRING CREEK, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PU1469'1.4 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ABUTMENT, AND
 PU1469'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PU1469
 PU1469                          STATION RECOVERY (1995)
 PU1469
 PU1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1469'23.1 KM (14.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1469'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), IN TOP OF AND 1.4 M
 PU1469'(4.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 PU1469'ABUTMENT OF A HIGHWAY BRIDGE SPANNING SPRING CREEK, 498.0 M (1633.9
 PU1469'FT) EAST OF MILEPOST 48, 5.1 M (16.7 FT) SOUTHEAST OF THE HIGHWAY
 PU1469'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PU1469
 PU1469                          STATION RECOVERY (2012)
 PU1469
 PU1469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0625 ***********************************************************************
 QS0625  DESIGNATION -  T 427
 QS0625  PID         -  QS0625
 QS0625  STATE/COUNTY-  SD/CORSON
 QS0625  COUNTRY     -  US
 QS0625  USGS QUAD   -  MCINTOSH (2017)
 QS0625
 QS0625                         *CURRENT SURVEY CONTROL
 QS0625  ______________________________________________________________________
 QS0625* NAD 83(1986) POSITION- 45 54 21.     (N) 101 19 42.     (W)   SCALED
 QS0625* NAVD 88 ORTHO HEIGHT -   673.716 (meters)     2210.35  (feet) ADJUSTED
 QS0625  ______________________________________________________________________
 QS0625  GEOID HEIGHT    -        -20.450 (meters)                     GEOID18
 QS0625  DYNAMIC HEIGHT  -        673.652 (meters)     2210.14  (feet) COMP
 QS0625  MODELED GRAVITY -    980,499.0   (mgal)                       NAVD 88
 QS0625
 QS0625  VERT ORDER      -  FIRST     CLASS II
 QS0625
 QS0625.The horizontal coordinates were scaled from a map and have
 QS0625.an estimated accuracy of +/- 6 seconds.
 QS0625
 QS0625.The orthometric height was determined by differential leveling and
 QS0625.adjusted by the NATIONAL GEODETIC SURVEY
 QS0625.in June 1991.
 QS0625
 QS0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0625.GEOID18 height accuracy estimate available here.
 QS0625
 QS0625.Click photographs - Photos may exist for this station.
 QS0625
 QS0625.The dynamic height is computed by dividing the NAVD 88
 QS0625.geopotential number by the normal gravity value computed on the
 QS0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0625.degrees latitude (g = 980.6199 gals.).
 QS0625
 QS0625.The modeled gravity was interpolated from observed gravity values.
 QS0625
 QS0625;                    North         East    Units  Estimated Accuracy
 QS0625;SPC SD N     -   231,160.      496,930.      MT  (+/- 180 meters Scaled)
 QS0625
 QS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR194862(NAD 83)
 QS0625
 QS0625                          SUPERSEDED SURVEY CONTROL
 QS0625
 QS0625.No superseded survey control is available for this station.
 QS0625
 QS0625_MARKER: I = METAL ROD
 QS0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0625_STAMPING: T 427 1985
 QS0625_MARK LOGO: NGS
 QS0625_PROJECTION: PROJECTING 5 CENTIMETERS
 QS0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0625_ROD/PIPE-DEPTH: 6.0 meters
 QS0625
 QS0625  HISTORY     - Date     Condition        Report By
 QS0625  HISTORY     - 1985     MONUMENTED       NGS
 QS0625
 QS0625                          STATION DESCRIPTION
 QS0625
 QS0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0625'1.7 KM (1.05 MI) SOUTH FROM MCINTOSH.
 QS0625'1.7 KM (1.05 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0625'HIGHWAY 12 AT MCINTOSH, AT A SECTION LINE ROAD LEADING EAST,
 QS0625'23.2 METERS (76 FT) (SLOPE DISTANT) WEST OF THE HIGHWAY CENTERLINE,
 QS0625'5.2 METERS (17 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1 FT) EAST
 QS0625'OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 QS0625'A 5-INCH LOGO CAP.
 QS0625'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0625'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0654 ***********************************************************************
 QS0654  DESIGNATION -  T 428
 QS0654  PID         -  QS0654
 QS0654  STATE/COUNTY-  SD/DEWEY
 QS0654  COUNTRY     -  US
 QS0654  USGS QUAD   -  ISABEL (2017)
 QS0654
 QS0654                         *CURRENT SURVEY CONTROL
 QS0654  ______________________________________________________________________
 QS0654* NAD 83(1986) POSITION- 45 26 38.     (N) 101 25 45.     (W)   SCALED
 QS0654* NAVD 88 ORTHO HEIGHT -   700.001 (meters)     2296.59  (feet) ADJUSTED
 QS0654  ______________________________________________________________________
 QS0654  GEOID HEIGHT    -        -20.492 (meters)                     GEOID18
 QS0654  DYNAMIC HEIGHT  -        699.898 (meters)     2296.25  (feet) COMP
 QS0654  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 QS0654
 QS0654  VERT ORDER      -  FIRST     CLASS II
 QS0654
 QS0654.The horizontal coordinates were scaled from a map and have
 QS0654.an estimated accuracy of +/- 6 seconds.
 QS0654
 QS0654.The orthometric height was determined by differential leveling and
 QS0654.adjusted by the NATIONAL GEODETIC SURVEY
 QS0654.in June 1991.
 QS0654
 QS0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0654.GEOID18 height accuracy estimate available here.
 QS0654
 QS0654.Click photographs - Photos may exist for this station.
 QS0654
 QS0654.The dynamic height is computed by dividing the NAVD 88
 QS0654.geopotential number by the normal gravity value computed on the
 QS0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0654.degrees latitude (g = 980.6199 gals.).
 QS0654
 QS0654.The modeled gravity was interpolated from observed gravity values.
 QS0654
 QS0654;                    North         East    Units  Estimated Accuracy
 QS0654;SPC SD N     -   179,960.      488,200.      MT  (+/- 180 meters Scaled)
 QS0654
 QS0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR100351(NAD 83)
 QS0654
 QS0654                          SUPERSEDED SURVEY CONTROL
 QS0654
 QS0654.No superseded survey control is available for this station.
 QS0654
 QS0654_MARKER: I = METAL ROD
 QS0654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0654_STAMPING: T 428 1985
 QS0654_MARK LOGO: NGS
 QS0654_PROJECTION: FLUSH
 QS0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0654_ROD/PIPE-DEPTH: 7.0 meters
 QS0654
 QS0654  HISTORY     - Date     Condition        Report By
 QS0654  HISTORY     - 1985     MONUMENTED       NGS
 QS0654
 QS0654                          STATION DESCRIPTION
 QS0654
 QS0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0654'5.6 KM (3.5 MI) NORTH FROM ISABEL.
 QS0654'5.6 KM (3.45 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0654'ISABEL, AT A GRAVEL CROSSROADS, 30.8 METERS (101 FT) WEST OF THE
 QS0654'HIGHWAY CENTERLINE, 18.6 METERS (61 FT) NORTH OF THE CENTER OF A
 QS0654'GRAVEL ROAD LEADING WEST, 8.2 METERS (27 FT) NORTH OF A FENCE CORNER,
 QS0654'36.0 METERS (118 FT) SOUTH OF A TELEPHONE JUNCTION BOX AND 0.3 METER
 QS0654'(1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QS0654'HAD THROUGH A 5-INCH LOGO CAP.
 QS0654'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QS0654'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0635 ***********************************************************************
 OT0635  DESIGNATION -  T 429
 OT0635  PID         -  OT0635
 OT0635  STATE/COUNTY-  SD/FALL RIVER
 OT0635  COUNTRY     -  US
 OT0635  USGS QUAD   -  EDGEMONT NE (2017)
 OT0635
 OT0635                         *CURRENT SURVEY CONTROL
 OT0635  ______________________________________________________________________
 OT0635* NAD 83(1986) POSITION- 43 23 25.     (N) 103 45 03.     (W)   SCALED
 OT0635* NAVD 88 ORTHO HEIGHT -  1310.213 (meters)     4298.59  (feet) ADJUSTED
 OT0635  ______________________________________________________________________
 OT0635  GEOID HEIGHT    -        -14.877 (meters)                     GEOID18
 OT0635  DYNAMIC HEIGHT  -       1309.643 (meters)     4296.72  (feet) COMP
 OT0635  MODELED GRAVITY -    980,137.5   (mgal)                       NAVD 88
 OT0635
 OT0635  VERT ORDER      -  FIRST     CLASS II
 OT0635
 OT0635.The horizontal coordinates were scaled from a map and have
 OT0635.an estimated accuracy of +/- 6 seconds.
 OT0635
 OT0635.The orthometric height was determined by differential leveling and
 OT0635.adjusted by the NATIONAL GEODETIC SURVEY
 OT0635.in June 1991.
 OT0635
 OT0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0635.GEOID18 height accuracy estimate available here.
 OT0635
 OT0635.Click photographs - Photos may exist for this station.
 OT0635
 OT0635.The dynamic height is computed by dividing the NAVD 88
 OT0635.geopotential number by the normal gravity value computed on the
 OT0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0635.degrees latitude (g = 980.6199 gals.).
 OT0635
 OT0635.The modeled gravity was interpolated from observed gravity values.
 OT0635
 OT0635;                    North         East    Units  Estimated Accuracy
 OT0635;SPC SD S     -   123,110.      323,210.      MT  (+/- 180 meters Scaled)
 OT0635
 OT0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ011049(NAD 83)
 OT0635
 OT0635                          SUPERSEDED SURVEY CONTROL
 OT0635
 OT0635.No superseded survey control is available for this station.
 OT0635
 OT0635_MARKER: DV = VERTICAL CONTROL DISK
 OT0635_SETTING: 66 = SET IN ROCK OUTCROP
 OT0635_STAMPING: T 429 1985
 OT0635_MARK LOGO: NGS
 OT0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0635+STABILITY: POSITION/ELEVATION WELL
 OT0635
 OT0635  HISTORY     - Date     Condition        Report By
 OT0635  HISTORY     - 1985     MONUMENTED       NGS
 OT0635
 OT0635                          STATION DESCRIPTION
 OT0635
 OT0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0635'11.2 KM (6.95 MI) NE FROM EDGEMONT.
 OT0635'11.25 KM (6.95 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0635'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0635'TOP OF AND 0.5 METER (1.5 FT) SOUTHEAST OF THE NORTHWEST END OF A
 OT0635'5- BY 5-FOOT PORTION OF SANDSTONE OUTCROP FLUSH WITH THE SURFACE OF
 OT0635'THE GROUND, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 20, 26.2 METERS (86 FT)
 OT0635'SOUTHEAST OF THE HIGHWAY CENTERLINE, 25.3 METERS (83 FT) SOUTH OF THE
 OT0635'SOUTHEAST END OF A 24-INCH CONCRETE PIPE CULVERT, 17.1 METERS (56 FT)
 OT0635'NORTHEAST OF THE NORTHEAST END OF FIVE BRACED WOODEN RIGHT-OF-WAY
 OT0635'POSTS, 2.1 METERS 7 FT) SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER
 OT0635'AND 0.15 METER (0.5 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0635'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 OT0635'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0662 ***********************************************************************
 OT0662  DESIGNATION -  T 430
 OT0662  PID         -  OT0662
 OT0662  STATE/COUNTY-  SD/CUSTER
 OT0662  COUNTRY     -  US
 OT0662  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0662
 OT0662                         *CURRENT SURVEY CONTROL
 OT0662  ______________________________________________________________________
 OT0662* NAD 83(1986) POSITION- 43 37 13.     (N) 103 17 49.     (W)   SCALED
 OT0662* NAVD 88 ORTHO HEIGHT -  1098.048 (meters)     3602.51  (feet) ADJUSTED
 OT0662  ______________________________________________________________________
 OT0662  GEOID HEIGHT    -        -15.805 (meters)                     GEOID18
 OT0662  DYNAMIC HEIGHT  -       1097.610 (meters)     3601.08  (feet) COMP
 OT0662  MODELED GRAVITY -    980,182.6   (mgal)                       NAVD 88
 OT0662
 OT0662  VERT ORDER      -  FIRST     CLASS II
 OT0662
 OT0662.The horizontal coordinates were scaled from a map and have
 OT0662.an estimated accuracy of +/- 6 seconds.
 OT0662
 OT0662.The orthometric height was determined by differential leveling and
 OT0662.adjusted by the NATIONAL GEODETIC SURVEY
 OT0662.in June 1991.
 OT0662
 OT0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0662.GEOID18 height accuracy estimate available here.
 OT0662
 OT0662.Click photographs - Photos may exist for this station.
 OT0662
 OT0662.The dynamic height is computed by dividing the NAVD 88
 OT0662.geopotential number by the normal gravity value computed on the
 OT0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0662.degrees latitude (g = 980.6199 gals.).
 OT0662
 OT0662.The modeled gravity was interpolated from observed gravity values.
 OT0662
 OT0662;                    North         East    Units  Estimated Accuracy
 OT0662;SPC SD S     -   147,240.      360,860.      MT  (+/- 180 meters Scaled)
 OT0662
 OT0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ374311(NAD 83)
 OT0662
 OT0662                          SUPERSEDED SURVEY CONTROL
 OT0662
 OT0662.No superseded survey control is available for this station.
 OT0662
 OT0662_MARKER: DV = VERTICAL CONTROL DISK
 OT0662_SETTING: 66 = SET IN ROCK OUTCROP
 OT0662_STAMPING: T 430 1985
 OT0662_MARK LOGO: NGS
 OT0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0662+STABILITY: POSITION/ELEVATION WELL
 OT0662
 OT0662  HISTORY     - Date     Condition        Report By
 OT0662  HISTORY     - 1985     MONUMENTED       NGS
 OT0662
 OT0662                          STATION DESCRIPTION
 OT0662
 OT0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0662'27.6 KM (17.15 MI) SOUTH FROM HERMOSA.
 OT0662'27.65 KM (17.15 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0662'STATE HIGHWAY 40 EAST AT HERMOSA, IN THE SOUTH END OF A SLOPING CUT,
 OT0662'IN TOP OF THE HIGHEST POINT OF A 2- BY 3-FOOT PORTION OF LIMESTONE
 OT0662'BEDROCK, 1.43 KM (0.9 MI) NORTH OF THE CROSSING OF LAME JOHNNY CREEK,
 OT0662'17.7 METERS (58 FT) WEST OF THE HIGHWAY CENTERLINE, 33.5 METERS (110
 OT0662'FT) NORTH OF THE SOUTH END OF THE CUT AND 12.6 METERS (41.5 FT) EAST
 OT0662'OF THE SOUTH END OF A BRACE IN THE RIGHT-OF-WAY FENCE.
 OT0662'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0662'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2142 ***********************************************************************
 PU2142  DESIGNATION -  T 431
 PU2142  PID         -  PU2142
 PU2142  STATE/COUNTY-  SD/PENNINGTON
 PU2142  COUNTRY     -  US
 PU2142  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2142
 PU2142                         *CURRENT SURVEY CONTROL
 PU2142  ______________________________________________________________________
 PU2142* NAD 83(1986) POSITION- 44 02 17.     (N) 103 11 35.     (W)   SCALED
 PU2142* NAVD 88 ORTHO HEIGHT -   985.625 (meters)     3233.67  (feet) ADJUSTED
 PU2142  ______________________________________________________________________
 PU2142  GEOID HEIGHT    -        -16.056 (meters)                     GEOID18
 PU2142  DYNAMIC HEIGHT  -        985.285 (meters)     3232.56  (feet) COMP
 PU2142  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 PU2142
 PU2142  VERT ORDER      -  FIRST     CLASS II
 PU2142
 PU2142.The horizontal coordinates were scaled from a map and have
 PU2142.an estimated accuracy of +/- 6 seconds.
 PU2142
 PU2142.The orthometric height was determined by differential leveling and
 PU2142.adjusted by the NATIONAL GEODETIC SURVEY
 PU2142.in October 1997.
 PU2142
 PU2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2142.GEOID18 height accuracy estimate available here.
 PU2142
 PU2142.Click photographs - Photos may exist for this station.
 PU2142
 PU2142.The dynamic height is computed by dividing the NAVD 88
 PU2142.geopotential number by the normal gravity value computed on the
 PU2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2142.degrees latitude (g = 980.6199 gals.).
 PU2142
 PU2142.The modeled gravity was interpolated from observed gravity values.
 PU2142
 PU2142;                    North         East    Units  Estimated Accuracy
 PU2142;SPC SD S     -   193,330.      370,840.      MT  (+/- 180 meters Scaled)
 PU2142
 PU2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ447776(NAD 83)
 PU2142
 PU2142                          SUPERSEDED SURVEY CONTROL
 PU2142
 PU2142  NAVD 88 (06/15/91)  985.623  (m)         3233.66   (f) SUPERSEDED  1 2
 PU2142
 PU2142.Superseded values are not recommended for survey control.
 PU2142
 PU2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2142.See file dsdata.pdf to determine how the superseded data were derived.
 PU2142
 PU2142_MARKER: I = METAL ROD
 PU2142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PU2142_STAMPING: T 431 1985
 PU2142_MARK LOGO: NGS
 PU2142_PROJECTION: FLUSH
 PU2142_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2142+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 PU2142_ROD/PIPE-DEPTH: 3.6 meters
 PU2142
 PU2142  HISTORY     - Date     Condition        Report By
 PU2142  HISTORY     - 1985     MONUMENTED       NGS
 PU2142  HISTORY     - 19950503 GOOD             NGS
 PU2142  HISTORY     - 20120314 MARK NOT FOUND   INDIV
 PU2142
 PU2142                          STATION DESCRIPTION
 PU2142
 PU2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2142'5.4 KM (3.35 MI) SOUTH FROM RAPID CITY.
 PU2142'5.45 KM (3.4 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 PU2142'RAPID CITY, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 75, IN THE SOUTHWEST
 PU2142'CORNER OF THE INTERSECTION OF COUNTY ROADS C 279 AND C 217, 51.2
 PU2142'METERS (168 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES, 24.4
 PU2142'METERS (80 FT) SOUTH OF THE CENTER OF COUNTY ROAD C 279, 5.8 METERS
 PU2142'(19 FT) NORTH OF A T JUNCTION POWER POLE, 1.0 METER (3.5 FT) SOUTH OF
 PU2142'A FENCE CORNER AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 PU2142'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PU2142'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PU2142'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PU2142
 PU2142                          STATION RECOVERY (1995)
 PU2142
 PU2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2142'5.5 KM (3.40 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU2142'IN RAPID CITY, 613.0 M (2011.2 FT) SOUTH OF MILEPOST 69, 52.0 M (170.6
 PU2142'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 PU2142'23.1 M (75.8 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 16 BYPASS,
 PU2142'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAYS, AND 0.5 M (1.6 FT)
 PU2142'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PU2142'5-INCH LOGO CAP.
 PU2142
 PU2142                          STATION RECOVERY (2012)
 PU2142
 PU2142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2142'DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0912 ***********************************************************************
 PT0912  DESIGNATION -  T 432
 PT0912  PID         -  PT0912
 PT0912  STATE/COUNTY-  SD/STANLEY
 PT0912  COUNTRY     -  US
 PT0912  USGS QUAD   -  MIDLAND NW (2017)
 PT0912
 PT0912                         *CURRENT SURVEY CONTROL
 PT0912  ______________________________________________________________________
 PT0912* NAD 83(1986) POSITION- 44 12 33.62   (N) 101 07 38.39   (W)   HD_HELD1
 PT0912* NAVD 88 ORTHO HEIGHT -   667.563 (meters)     2190.16  (feet) ADJUSTED
 PT0912  ______________________________________________________________________
 PT0912  GEOID HEIGHT    -        -22.646 (meters)                     GEOID18
 PT0912  DYNAMIC HEIGHT  -        667.383 (meters)     2189.57  (feet) COMP
 PT0912  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 PT0912
 PT0912  VERT ORDER      -  FIRST     CLASS II
 PT0912
 PT0912.The horizontal coordinates were determined by differentially corrected
 PT0912.hand held GPS observations or other comparable positioning techniques
 PT0912.and have an estimated accuracy of +/- 3 meters.
 PT0912
 PT0912.The orthometric height was determined by differential leveling and
 PT0912.adjusted by the NATIONAL GEODETIC SURVEY
 PT0912.in June 1991.
 PT0912
 PT0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0912.GEOID18 height accuracy estimate available here.
 PT0912
 PT0912.Click photographs - Photos may exist for this station.
 PT0912
 PT0912.The dynamic height is computed by dividing the NAVD 88
 PT0912.geopotential number by the normal gravity value computed on the
 PT0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0912.degrees latitude (g = 980.6199 gals.).
 PT0912
 PT0912.The modeled gravity was interpolated from observed gravity values.
 PT0912
 PT0912;                    North         East    Units  Estimated Accuracy
 PT0912;SPC SD S     -   208,717.5     536,544.3     MT  (+/- 3 meters HH1 GPS) 
 PT0912
 PT0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3004297324(NAD 83)
 PT0912
 PT0912                          SUPERSEDED SURVEY CONTROL
 PT0912
 PT0912.No superseded survey control is available for this station.
 PT0912
 PT0912_MARKER: I = METAL ROD
 PT0912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PT0912_STAMPING: T 432 1985
 PT0912_MARK LOGO: NGS
 PT0912_PROJECTION: FLUSH
 PT0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0912+STABILITY: POSITION/ELEVATION WELL
 PT0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0912+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0912_ROD/PIPE-DEPTH: 14.6 meters
 PT0912_SLEEVE-DEPTH  : 12.2 meters
 PT0912
 PT0912  HISTORY     - Date     Condition        Report By
 PT0912  HISTORY     - 1985     MONUMENTED       NGS
 PT0912  HISTORY     - 20120605 GOOD             INDIV
 PT0912
 PT0912                          STATION DESCRIPTION
 PT0912
 PT0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0912'16.8 KM (10.45 MI) NORTH FROM MIDLAND.
 PT0912'16.76 KM (10.42 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0912'FROM THEIR JUNCTION AT MIDLAND, IN TOP OF THE NORTH END OF A LOW CUT,
 PT0912'0.27 KM (0.17 MI) SOUTH OF THE JUNCTION OF A GRAVEL ROAD, 0.35 KM
 PT0912'(0.22 MI) SOUTH OF MILEPOST 179, 33.5 METERS (110 FT) EAST OF THE
 PT0912'HIGHWAY CENTERLINE, 12.3 METERS (40.5 FT) WEST OF THE CENTER OF THE
 PT0912'OLD HIGHWAY BED AND 1.8 METERS (6 FT) NORTH OF A 5-FOOT TALL WOODEN
 PT0912'HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD
 PT0912'THROUGH A 5-INCH LOGO CAP.
 PT0912'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0912'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 PT0912
 PT0912                          STATION RECOVERY (2012)
 PT0912
 PT0912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0956 ***********************************************************************
 PT0956  DESIGNATION -  T 433
 PT0956  PID         -  PT0956
 PT0956  STATE/COUNTY-  SD/ZIEBACH
 PT0956  COUNTRY     -  US
 PT0956  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0956
 PT0956                         *CURRENT SURVEY CONTROL
 PT0956  ______________________________________________________________________
 PT0956* NAD 83(1986) POSITION- 44 47 29.     (N) 101 16 38.     (W)   SCALED
 PT0956* NAVD 88 ORTHO HEIGHT -   609.140 (meters)     1998.49  (feet) ADJUSTED
 PT0956  ______________________________________________________________________
 PT0956  GEOID HEIGHT    -        -21.584 (meters)                     GEOID18
 PT0956  DYNAMIC HEIGHT  -        609.023 (meters)     1998.10  (feet) COMP
 PT0956  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 PT0956
 PT0956  VERT ORDER      -  FIRST     CLASS II
 PT0956
 PT0956.The horizontal coordinates were scaled from a map and have
 PT0956.an estimated accuracy of +/- 6 seconds.
 PT0956
 PT0956.The orthometric height was determined by differential leveling and
 PT0956.adjusted by the NATIONAL GEODETIC SURVEY
 PT0956.in June 1991.
 PT0956
 PT0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0956.GEOID18 height accuracy estimate available here.
 PT0956
 PT0956.Click photographs - Photos may exist for this station.
 PT0956
 PT0956.The dynamic height is computed by dividing the NAVD 88
 PT0956.geopotential number by the normal gravity value computed on the
 PT0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0956.degrees latitude (g = 980.6199 gals.).
 PT0956
 PT0956.The modeled gravity was interpolated from observed gravity values.
 PT0956
 PT0956;                    North         East    Units  Estimated Accuracy
 PT0956;SPC SD N     -   107,260.      498,940.      MT  (+/- 180 meters Scaled)
 PT0956
 PT0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ198622(NAD 83)
 PT0956
 PT0956                          SUPERSEDED SURVEY CONTROL
 PT0956
 PT0956.No superseded survey control is available for this station.
 PT0956
 PT0956_MARKER: I = METAL ROD
 PT0956_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0956_STAMPING: T 433 1985
 PT0956_MARK LOGO: NGS
 PT0956_PROJECTION: FLUSH
 PT0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0956+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 PT0956_ROD/PIPE-DEPTH: 3.7 meters
 PT0956
 PT0956  HISTORY     - Date     Condition        Report By
 PT0956  HISTORY     - 1985     MONUMENTED       NGS
 PT0956  HISTORY     - 20110413 GOOD             INDIV
 PT0956
 PT0956                          STATION DESCRIPTION
 PT0956
 PT0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0956'28.1 KM (17.45 MI) SOUTH FROM EAGLE BUTTE.
 PT0956'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0956'STREET AT EAGLE BUTTE, THENCE 24.61 KM (15.30 MI) SOUTH ALONG STATE
 PT0956'HIGHWAY 63, AT THE Y JUNCTION OF A GRAVEL ROAD LEADING WEST ALONG A
 PT0956'SECTION LINE ROAD, AT THE SECOND POST FROM THE NORTHWEST END OF A FIVE
 PT0956'WOODEN POST BRACE IN THE RIGHT-OF-WAY FENCE, 0.76 KM (0.47 MI) SOUTH
 PT0956'OF MILEPOST 153, 29.9 METERS (98 FT) NORTHEAST OF THE HIGHWAY
 PT0956'CENTERLINE, 7.3 METERS (24 FT) NORTHWEST OF THE EXTENDED CENTER OF THE
 PT0956'GRAVEL ROAD, 2.4 METERS (8 FT) NORTHWEST OF A Y JUNCTION WOODEN POST
 PT0956'BRACE IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTHWEST OF THE
 PT0956'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PT0956'5-INCH LOGO CAP.
 PT0956'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PT0956'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 PT0956
 PT0956                          STATION RECOVERY (2011)
 PT0956
 PT0956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0586 ***********************************************************************
 QS0586  DESIGNATION -  T 434
 QS0586  PID         -  QS0586
 QS0586  STATE/COUNTY-  SD/DEWEY
 QS0586  COUNTRY     -  US
 QS0586  USGS QUAD   -  LANTRY (2017)
 QS0586
 QS0586                         *CURRENT SURVEY CONTROL
 QS0586  ______________________________________________________________________
 QS0586* NAD 83(1986) POSITION- 45 00 38.     (N) 101 22 41.     (W)   SCALED
 QS0586* NAVD 88 ORTHO HEIGHT -   740.843 (meters)     2430.58  (feet) ADJUSTED
 QS0586  ______________________________________________________________________
 QS0586  GEOID HEIGHT    -        -20.977 (meters)                     GEOID18
 QS0586  DYNAMIC HEIGHT  -        740.699 (meters)     2430.11  (feet) COMP
 QS0586  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 QS0586
 QS0586  VERT ORDER      -  FIRST     CLASS II
 QS0586
 QS0586.The horizontal coordinates were scaled from a map and have
 QS0586.an estimated accuracy of +/- 6 seconds.
 QS0586
 QS0586.The orthometric height was determined by differential leveling and
 QS0586.adjusted by the NATIONAL GEODETIC SURVEY
 QS0586.in July 1998.
 QS0586
 QS0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0586.GEOID18 height accuracy estimate available here.
 QS0586
 QS0586.Click photographs - Photos may exist for this station.
 QS0586
 QS0586.The dynamic height is computed by dividing the NAVD 88
 QS0586.geopotential number by the normal gravity value computed on the
 QS0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0586.degrees latitude (g = 980.6199 gals.).
 QS0586
 QS0586.The modeled gravity was interpolated from observed gravity values.
 QS0586
 QS0586;                    North         East    Units  Estimated Accuracy
 QS0586;SPC SD N     -   131,740.      491,380.      MT  (+/- 180 meters Scaled)
 QS0586
 QS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ126868(NAD 83)
 QS0586
 QS0586                          SUPERSEDED SURVEY CONTROL
 QS0586
 QS0586  NAVD 88 (06/15/91)  740.838  (m)         2430.57   (f) SUPERSEDED  1 2
 QS0586
 QS0586.Superseded values are not recommended for survey control.
 QS0586
 QS0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0586.See file dsdata.pdf to determine how the superseded data were derived.
 QS0586
 QS0586_MARKER: I = METAL ROD
 QS0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0586_STAMPING: T 434 1985
 QS0586_MARK LOGO: NGS
 QS0586_PROJECTION: FLUSH
 QS0586_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0586+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0586_ROD/PIPE-DEPTH: 3.7 meters
 QS0586
 QS0586  HISTORY     - Date     Condition        Report By
 QS0586  HISTORY     - 1985     MONUMENTED       NGS
 QS0586  HISTORY     - 19960425 GOOD             NGS
 QS0586  HISTORY     - 20120712 GOOD             INDIV
 QS0586
 QS0586                          STATION DESCRIPTION
 QS0586
 QS0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0586'11.4 KM (7.1 MI) WEST FROM EAGLE BUTTE.
 QS0586'11.37 KM (7.07 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0586'STREET AT EAGLE BUTTE, ALSO 3.99 KM (2.48 MI) EAST ALONG US HIGHWAY
 QS0586'212 FROM THE POST OFFICE AT LANTRY, 0.20 KM (0.12 MI) EAST OF THE
 QS0586'JUNCTION OF A GRAVEL SECTION LINE ROAD, 0.17 KM (0.11 MI) EAST OF
 QS0586'MILEPOST 148, 21.3 METERS (70 FT) SOUTH-SOUTHWEST OF THE HIGHWAY
 QS0586'CENTERLINE, 26.5 METERS (87 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 QS0586'OLD ABANDONED RAILROAD BED AND 2.0 METERS (6.5 FT) WEST-NORTHWEST OF A
 QS0586'POWER POLE WITH ONE GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 QS0586'THROUGH A 5-INCH LOGO CAP.
 QS0586'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0586'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QS0586
 QS0586                          STATION RECOVERY (1996)
 QS0586
 QS0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0586'11.4 KM (7.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0586'MAIN STREET IN EAGLE BUTTE, 174.0 M (570.9 FT) EAST OF MILEPOST 148,
 QS0586'26.5 M (86.9 FT) NORTH OF THE CENTER OF A RAILROAD GRADE (TRACKS
 QS0586'REMOVED), 21.3 M (69.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6
 QS0586'FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT) BELOW THE
 QS0586'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 QS0586'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0586
 QS0586                          STATION RECOVERY (2012)
 QS0586
 QS0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0688 ***********************************************************************
 OT0688  DESIGNATION -  T 435
 OT0688  PID         -  OT0688
 OT0688  STATE/COUNTY-  SD/PENNINGTON
 OT0688  COUNTRY     -  US
 OT0688  USGS QUAD   -  CAPUTA (2017)
 OT0688
 OT0688                         *CURRENT SURVEY CONTROL
 OT0688  ______________________________________________________________________
 OT0688* NAD 83(1986) POSITION- 43 58 22.     (N) 102 53 59.     (W)   SCALED
 OT0688* NAVD 88 ORTHO HEIGHT -   883.818 (meters)     2899.66  (feet) ADJUSTED
 OT0688  ______________________________________________________________________
 OT0688  GEOID HEIGHT    -        -17.241 (meters)                     GEOID18
 OT0688  DYNAMIC HEIGHT  -        883.533 (meters)     2898.72  (feet) COMP
 OT0688  MODELED GRAVITY -    980,265.8   (mgal)                       NAVD 88
 OT0688
 OT0688  VERT ORDER      -  FIRST     CLASS II
 OT0688
 OT0688.The horizontal coordinates were scaled from a map and have
 OT0688.an estimated accuracy of +/- 6 seconds.
 OT0688
 OT0688.The orthometric height was determined by differential leveling and
 OT0688.adjusted by the NATIONAL GEODETIC SURVEY
 OT0688.in June 1991.
 OT0688
 OT0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0688.GEOID18 height accuracy estimate available here.
 OT0688
 OT0688.Click photographs - Photos may exist for this station.
 OT0688
 OT0688.The dynamic height is computed by dividing the NAVD 88
 OT0688.geopotential number by the normal gravity value computed on the
 OT0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0688.degrees latitude (g = 980.6199 gals.).
 OT0688
 OT0688.The modeled gravity was interpolated from observed gravity values.
 OT0688
 OT0688;                    North         East    Units  Estimated Accuracy
 OT0688;SPC SD S     -   185,310.      394,110.      MT  (+/- 180 meters Scaled)
 OT0688
 OT0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ684709(NAD 83)
 OT0688
 OT0688                          SUPERSEDED SURVEY CONTROL
 OT0688
 OT0688.No superseded survey control is available for this station.
 OT0688
 OT0688_MARKER: I = METAL ROD
 OT0688_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0688_STAMPING: T 435 1985
 OT0688_MARK LOGO: NGS
 OT0688_PROJECTION: FLUSH
 OT0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0688+STABILITY: POSITION/ELEVATION WELL
 OT0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0688+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2011
 OT0688_ROD/PIPE-DEPTH: 13.1 meters
 OT0688_SLEEVE-DEPTH  : 12.5 meters
 OT0688
 OT0688  HISTORY     - Date     Condition        Report By
 OT0688  HISTORY     - 1985     MONUMENTED       NGS
 OT0688  HISTORY     - 20110503 GOOD             INDIV
 OT0688
 OT0688                          STATION DESCRIPTION
 OT0688
 OT0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0688'28.2 KM (17.5 MI) SE FROM RAPID CITY.
 OT0688'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0688'RAPID CITY, THENCE 27.9 KM (17.45 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0688'44, AT THE Y JUNCTION OF COUNTY ROAD 463, 0.5 KM (0.3 MI) NORTHWEST OF
 OT0688'MILEPOST 64, 22.8 METERS (75 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OT0688'16.0 METERS (52.5 FT) SOUTHEAST OF A YELLOW WOODEN RIGHT-OF-WAY POST,
 OT0688'3.0 METERS (10 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD AND
 OT0688'0.6 METER (2 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0688'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0688'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0688'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 OT0688
 OT0688                          STATION RECOVERY (2011)
 OT0688
 OT0688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0639 ***********************************************************************
 OS0639  DESIGNATION -  T 436
 OS0639  PID         -  OS0639
 OS0639  STATE/COUNTY-  SD/JACKSON
 OS0639  COUNTRY     -  US
 OS0639  USGS QUAD   -  STAMFORD SW (2017)
 OS0639
 OS0639                         *CURRENT SURVEY CONTROL
 OS0639  ______________________________________________________________________
 OS0639* NAD 83(1986) POSITION- 43 51 19.     (N) 101 11 50.     (W)   SCALED
 OS0639* NAVD 88 ORTHO HEIGHT -   696.623 (meters)     2285.50  (feet) ADJUSTED
 OS0639  ______________________________________________________________________
 OS0639  GEOID HEIGHT    -        -22.798 (meters)                     GEOID18
 OS0639  DYNAMIC HEIGHT  -        696.397 (meters)     2284.76  (feet) COMP
 OS0639  MODELED GRAVITY -    980,273.3   (mgal)                       NAVD 88
 OS0639
 OS0639  VERT ORDER      -  FIRST     CLASS II
 OS0639
 OS0639.The horizontal coordinates were scaled from a map and have
 OS0639.an estimated accuracy of +/- 6 seconds.
 OS0639
 OS0639.The orthometric height was determined by differential leveling and
 OS0639.adjusted by the NATIONAL GEODETIC SURVEY
 OS0639.in June 1991.
 OS0639
 OS0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0639.GEOID18 height accuracy estimate available here.
 OS0639
 OS0639.Click photographs - Photos may exist for this station.
 OS0639
 OS0639.The dynamic height is computed by dividing the NAVD 88
 OS0639.geopotential number by the normal gravity value computed on the
 OS0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0639.degrees latitude (g = 980.6199 gals.).
 OS0639
 OS0639.The modeled gravity was interpolated from observed gravity values.
 OS0639
 OS0639;                    North         East    Units  Estimated Accuracy
 OS0639;SPC SD S     -   169,440.      530,550.      MT  (+/- 180 meters Scaled)
 OS0639
 OS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP234581(NAD 83)
 OS0639
 OS0639                          SUPERSEDED SURVEY CONTROL
 OS0639
 OS0639.No superseded survey control is available for this station.
 OS0639
 OS0639_MARKER: I = METAL ROD
 OS0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0639_STAMPING: T 436 1985
 OS0639_MARK LOGO: NGS
 OS0639_PROJECTION: FLUSH
 OS0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0639+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0639_ROD/PIPE-DEPTH: 5.9 meters
 OS0639
 OS0639  HISTORY     - Date     Condition        Report By
 OS0639  HISTORY     - 1985     MONUMENTED       NGS
 OS0639  HISTORY     - 19910702 GOOD             NGS
 OS0639  HISTORY     - 20130118 GOOD             INDIV
 OS0639
 OS0639                          STATION DESCRIPTION
 OS0639
 OS0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0639'7.5 KM (4.65 MI) EAST FROM BELVIDERE.
 OS0639'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 OS0639'1.15 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0639'BELVIDERE, THENCE 6.35 KM (3.95 MI) EAST ALONG I-90, 0.65 KM (0.4 MI)
 OS0639'NORTHEAST OF THE WEST BOUND REST AREA RELIEF STATION, 46.5 METERS
 OS0639'(152.5 FT) SOUTH OF MILEPOST 167, 31.5 METERS (103.5 FT) SOUTHEAST OF
 OS0639'THE EAST BOUND HIGHWAY CENTERLINE, 59.6 METERS (195.5 FT) NORTHEAST OF
 OS0639'THE SOUTHEAST END OF A 24-INCH METAL PIPE CULVERT, 38.7 METERS (127
 OS0639'FT) NORTHEAST OF A RIGHT-OF-WAY FENCE BRACE, 30.9 METERS (101.5 FT)
 OS0639'NORTHWEST OF THE CENTER OF THE FRONTAGE ROAD AND 0.5 METER (1.5 FT)
 OS0639'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OS0639'HAD THROUGH A 5-INCH LOGO CAP.
 OS0639'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OS0639
 OS0639                          STATION RECOVERY (1991)
 OS0639
 OS0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0639'27.2 KM (16.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0639'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KODOKA (EXIT 150), 46.3 M
 OS0639'(151.9 FT) SOUTHWEST OF MILEPOST 167, 31.7 M (104.0 FT) SOUTHEAST OF
 OS0639'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 30.9 M (101.4
 OS0639'FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 2.4 M (7.9 FT)
 OS0639'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A FENCE,
 OS0639'AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 OS0639'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0639
 OS0639                          STATION RECOVERY (2013)
 OS0639
 OS0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0613 ***********************************************************************
 QS0613  DESIGNATION -  T 438
 QS0613  PID         -  QS0613
 QS0613  STATE/COUNTY-  SD/ZIEBACH
 QS0613  COUNTRY     -  US
 QS0613  USGS QUAD   -  ISABEL SW (2017)
 QS0613
 QS0613                         *CURRENT SURVEY CONTROL
 QS0613  ______________________________________________________________________
 QS0613* NAD 83(1986) POSITION- 45 19 32.     (N) 101 29 12.     (W)   SCALED
 QS0613* NAVD 88 ORTHO HEIGHT -   698.803 (meters)     2292.66  (feet) ADJUSTED
 QS0613  ______________________________________________________________________
 QS0613  GEOID HEIGHT    -        -20.547 (meters)                     GEOID18
 QS0613  DYNAMIC HEIGHT  -        698.689 (meters)     2292.28  (feet) COMP
 QS0613  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 QS0613
 QS0613  VERT ORDER      -  FIRST     CLASS II
 QS0613
 QS0613.The horizontal coordinates were scaled from a map and have
 QS0613.an estimated accuracy of +/- 6 seconds.
 QS0613
 QS0613.The orthometric height was determined by differential leveling and
 QS0613.adjusted by the NATIONAL GEODETIC SURVEY
 QS0613.in June 1991.
 QS0613
 QS0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0613.GEOID18 height accuracy estimate available here.
 QS0613
 QS0613.Click photographs - Photos may exist for this station.
 QS0613
 QS0613.The dynamic height is computed by dividing the NAVD 88
 QS0613.geopotential number by the normal gravity value computed on the
 QS0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0613.degrees latitude (g = 980.6199 gals.).
 QS0613
 QS0613.The modeled gravity was interpolated from observed gravity values.
 QS0613
 QS0613;                    North         East    Units  Estimated Accuracy
 QS0613;SPC SD N     -   166,890.      483,460.      MT  (+/- 180 meters Scaled)
 QS0613
 QS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR051221(NAD 83)
 QS0613
 QS0613                          SUPERSEDED SURVEY CONTROL
 QS0613
 QS0613.No superseded survey control is available for this station.
 QS0613
 QS0613_MARKER: I = METAL ROD
 QS0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0613_STAMPING: T 438 1985
 QS0613_MARK LOGO: NGS
 QS0613_PROJECTION: FLUSH
 QS0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0613_ROD/PIPE-DEPTH: 3.7 meters
 QS0613
 QS0613  HISTORY     - Date     Condition        Report By
 QS0613  HISTORY     - 1985     MONUMENTED       NGS
 QS0613  HISTORY     - 20120731 MARK NOT FOUND   INDIV
 QS0613
 QS0613                          STATION DESCRIPTION
 QS0613
 QS0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0613'11.9 KM (7.4 MI) SOUTH FROM ISABEL.
 QS0613'11.90 KM (7.40 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0613'AT ISABEL, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 QS0613'LEADING WEST, AT THE TOP OF A RISE IN THE HIGHWAY, 0.50 KM (0.31 MI)
 QS0613'SOUTH OF MILEPOST 186, 14.8 METERS (48.5 FT) WEST OF THE HIGHWAY
 QS0613'CENTERLINE, 9.8 METERS (32 FT) NORTH OF THE CENTER OF THE ROAD, 10.4
 QS0613'METERS (34 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD IN
 QS0613'THE GRAVEL ROAD, 1.8 METERS (6 FT) SOUTHWEST OF THE SOUTHEAST WOOD
 QS0613'POST BRACED CORNER IN THE RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT)
 QS0613'SOUTHEAST OF THE SOUTHWEST-NORTHEAST PORTION OF THE RIGHT-OF-WAY
 QS0613'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0613'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QS0613'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0613
 QS0613                          STATION RECOVERY (2012)
 QS0613
 QS0613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0613'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0067 ***********************************************************************
 PS0067  DESIGNATION -  T 44
 PS0067  PID         -  PS0067
 PS0067  STATE/COUNTY-  SD/SANBORN
 PS0067  COUNTRY     -  US
 PS0067  USGS QUAD   -  WOONSOCKET (2017)
 PS0067
 PS0067                         *CURRENT SURVEY CONTROL
 PS0067  ______________________________________________________________________
 PS0067* NAD 83(1986) POSITION- 44 04 49.     (N) 098 17 27.     (W)   SCALED
 PS0067* NAVD 88 ORTHO HEIGHT -   398.406 (meters)     1307.10  (feet) ADJUSTED
 PS0067  ______________________________________________________________________
 PS0067  GEOID HEIGHT    -        -25.443 (meters)                     GEOID18
 PS0067  DYNAMIC HEIGHT  -        398.327 (meters)     1306.84  (feet) COMP
 PS0067  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 PS0067
 PS0067  VERT ORDER      -  FIRST     CLASS II
 PS0067
 PS0067.The horizontal coordinates were scaled from a map and have
 PS0067.an estimated accuracy of +/- 6 seconds.
 PS0067
 PS0067.The orthometric height was determined by differential leveling and
 PS0067.adjusted by the NATIONAL GEODETIC SURVEY
 PS0067.in June 1991.
 PS0067
 PS0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0067.GEOID18 height accuracy estimate available here.
 PS0067
 PS0067.Click photographs - Photos may exist for this station.
 PS0067
 PS0067.The dynamic height is computed by dividing the NAVD 88
 PS0067.geopotential number by the normal gravity value computed on the
 PS0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0067.degrees latitude (g = 980.6199 gals.).
 PS0067
 PS0067.The modeled gravity was interpolated from observed gravity values.
 PS0067
 PS0067;                    North         East    Units  Estimated Accuracy
 PS0067;SPC SD S     -   196,090.      763,570.      MT  (+/- 180 meters Scaled)
 PS0067
 PS0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP567810(NAD 83)
 PS0067
 PS0067                          SUPERSEDED SURVEY CONTROL
 PS0067
 PS0067  NGVD 29 (??/??/92)  398.110  (m)         1306.13   (f) ADJ UNCH    1 2
 PS0067
 PS0067.Superseded values are not recommended for survey control.
 PS0067
 PS0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0067.See file dsdata.pdf to determine how the superseded data were derived.
 PS0067
 PS0067_MARKER: DB = BENCH MARK DISK
 PS0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0067_STAMPING: T 44 1934
 PS0067_MARK LOGO: CGS
 PS0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0067+STABILITY: SURFACE MOTION
 PS0067
 PS0067  HISTORY     - Date     Condition        Report By
 PS0067  HISTORY     - 1934     MONUMENTED       CGS
 PS0067  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0067
 PS0067                          STATION DESCRIPTION
 PS0067
 PS0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0067'2.2 MI NW FROM WOONSOCKET.
 PS0067'ABOUT 2.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0067'AND PACIFIC RAILROAD FROM THE MUNICIPAL BUILDING, AT WOONSOCKET,
 PS0067'SANBORN COUNTY, ABOUT 1 POLE NORTHWEST OF MILEPOST 30, AT A
 PS0067'ROAD CROSSING, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PS0067'ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 4
 PS0067'FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED T 44 1934
 PS0067'AND SET IN THE TOP OF A CONCRETE POST.
 PS0067
 PS0067                          STATION RECOVERY (2012)
 PS0067
 PS0067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0966 ***********************************************************************
 OQ0966  DESIGNATION -  T 447
 OQ0966  PID         -  OQ0966
 OQ0966  STATE/COUNTY-  SD/LINCOLN
 OQ0966  COUNTRY     -  US
 OQ0966  USGS QUAD   -  BERESFORD NE (2017)
 OQ0966
 OQ0966                         *CURRENT SURVEY CONTROL
 OQ0966  ______________________________________________________________________
 OQ0966* NAD 83(1986) POSITION- 43 13 44.     (N) 096 47 43.     (W)   SCALED
 OQ0966* NAVD 88 ORTHO HEIGHT -   405.524 (meters)     1330.46  (feet) ADJUSTED
 OQ0966  ______________________________________________________________________
 OQ0966  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 OQ0966  DYNAMIC HEIGHT  -        405.407 (meters)     1330.07  (feet) COMP
 OQ0966  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 OQ0966
 OQ0966  VERT ORDER      -  FIRST     CLASS II
 OQ0966
 OQ0966.The horizontal coordinates were scaled from a map and have
 OQ0966.an estimated accuracy of +/- 6 seconds.
 OQ0966
 OQ0966.The orthometric height was determined by differential leveling and
 OQ0966.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0966.in June 1991.
 OQ0966
 OQ0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0966.GEOID18 height accuracy estimate available here.
 OQ0966
 OQ0966.Click photographs - Photos may exist for this station.
 OQ0966
 OQ0966.The dynamic height is computed by dividing the NAVD 88
 OQ0966.geopotential number by the normal gravity value computed on the
 OQ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0966.degrees latitude (g = 980.6199 gals.).
 OQ0966
 OQ0966.The modeled gravity was interpolated from observed gravity values.
 OQ0966
 OQ0966;                    North         East    Units  Estimated Accuracy
 OQ0966;SPC SD S     -   105,610.      887,320.      MT  (+/- 180 meters Scaled)
 OQ0966
 OQ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN790885(NAD 83)
 OQ0966
 OQ0966                          SUPERSEDED SURVEY CONTROL
 OQ0966
 OQ0966.No superseded survey control is available for this station.
 OQ0966
 OQ0966_MARKER: I = METAL ROD
 OQ0966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0966_STAMPING: T 447 1990
 OQ0966_MARK LOGO: NGS
 OQ0966_PROJECTION: PROJECTING 14 CENTIMETERS
 OQ0966_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0966+STABILITY: POSITION/ELEVATION WELL
 OQ0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0966+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0966_ROD/PIPE-DEPTH: 27.4 meters
 OQ0966_SLEEVE-DEPTH  : 12.2 meters
 OQ0966
 OQ0966  HISTORY     - Date     Condition        Report By
 OQ0966  HISTORY     - 1990     MONUMENTED       NGS
 OQ0966  HISTORY     - 20120229 POOR             INDIV
 OQ0966
 OQ0966                          STATION DESCRIPTION
 OQ0966
 OQ0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0966'16.2 KM (10.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0966'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.55 KM (0.34 MI) NORTH
 OQ0966'OF MILEPOST 57, 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE
 OQ0966'NORTHBOUND LANES OF THE HIGHWAY, 24.4 M (80.1 FT) NORTHEAST OF THE
 OQ0966'EAST END OF A 36-INCH CULVERT, 5.8 M (19.0 FT) NORTH OF A T-FENCE
 OQ0966'CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 OQ0966'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ0966'POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0966
 OQ0966                          STATION RECOVERY (2012)
 OQ0966
 OQ0966'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0966'REMOVED DURING SD DOT PROJECT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1034 ***********************************************************************
 OQ1034  DESIGNATION -  T 448
 OQ1034  PID         -  OQ1034
 OQ1034  STATE/COUNTY-  SD/MINNEHAHA
 OQ1034  COUNTRY     -  US
 OQ1034  USGS QUAD   -  COLTON SE (2017)
 OQ1034
 OQ1034                         *CURRENT SURVEY CONTROL
 OQ1034  ______________________________________________________________________
 OQ1034* NAD 83(1986) POSITION- 43 46 46.     (N) 096 46 50.     (W)   SCALED
 OQ1034* NAVD 88 ORTHO HEIGHT -   472.900 (meters)     1551.51  (feet) ADJUSTED
 OQ1034  ______________________________________________________________________
 OQ1034  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 OQ1034  DYNAMIC HEIGHT  -        472.788 (meters)     1551.14  (feet) COMP
 OQ1034  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 OQ1034
 OQ1034  VERT ORDER      -  FIRST     CLASS II
 OQ1034
 OQ1034.The horizontal coordinates were scaled from a map and have
 OQ1034.an estimated accuracy of +/- 6 seconds.
 OQ1034
 OQ1034.The orthometric height was determined by differential leveling and
 OQ1034.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1034.in September 1993.
 OQ1034
 OQ1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1034.GEOID18 height accuracy estimate available here.
 OQ1034
 OQ1034.Click photographs - Photos may exist for this station.
 OQ1034
 OQ1034.The dynamic height is computed by dividing the NAVD 88
 OQ1034.geopotential number by the normal gravity value computed on the
 OQ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1034.degrees latitude (g = 980.6199 gals.).
 OQ1034
 OQ1034.The modeled gravity was interpolated from observed gravity values.
 OQ1034
 OQ1034;                    North         East    Units  Estimated Accuracy
 OQ1034;SPC SD S     -   166,770.      885,900.      MT  (+/- 180 meters Scaled)
 OQ1034
 OQ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP786497(NAD 83)
 OQ1034
 OQ1034                          SUPERSEDED SURVEY CONTROL
 OQ1034
 OQ1034.No superseded survey control is available for this station.
 OQ1034
 OQ1034_MARKER: I = METAL ROD
 OQ1034_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1034_STAMPING: T 448 1990
 OQ1034_MARK LOGO: NGS
 OQ1034_PROJECTION: PROJECTING 12 CENTIMETERS
 OQ1034_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1034+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1034_ROD/PIPE-DEPTH: 9.1 meters
 OQ1034_SLEEVE-DEPTH  : 0.9 meters
 OQ1034
 OQ1034  HISTORY     - Date     Condition        Report By
 OQ1034  HISTORY     - 1990     MONUMENTED       NGS
 OQ1034  HISTORY     - 19910619 GOOD             NGS
 OQ1034  HISTORY     - 20110304 POOR             INDIV
 OQ1034
 OQ1034                          STATION DESCRIPTION
 OQ1034
 OQ1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1034'22.7 KM (14.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1034'JUNCTION WITH STATE HIGHWAY 24 (COLMAN EXIT 109), 1.1 KM (0.7 MI)
 OQ1034'NORTH OF MILEPOST 95, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE
 OQ1034'NORTHBOUND LANES OF THE HIGHWAY, 19.4 M (63.6 FT) EAST-NORTHEAST OF
 OQ1034'THE EAST END OF A 24-INCH PIPE CULVERT, 3.2 M (10.5 FT) NORTH OF A
 OQ1034'T-FENCE CORNER, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ1034'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1034'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1034'MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1034
 OQ1034                          STATION RECOVERY (1991)
 OQ1034
 OQ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1034'22.7 KM (14.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1034'JUNCTION WITH STATE HIGHWAY 24 (COLMAN EXIT 109), 1.1 KM (0.7 MI)
 OQ1034'NORTH OF MILEPOST 95, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE
 OQ1034'NORTHBOUND LANES OF THE HIGHWAY, 19.4 M (63.6 FT) EAST-NORTHEAST OF
 OQ1034'THE EAST END OF A 24-INCH PIPE CULVERT, 3.2 M (10.5 FT) NORTH OF A
 OQ1034'T-FENCE CORNER, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OQ1034'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1034'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1034'MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1034
 OQ1034                          STATION RECOVERY (2011)
 OQ1034
 OQ1034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1034'COLLAR GONE. BM ROD IS EXPOSED ABOVE GROUND LEVEL. ELEVATION WOULD
 OQ1034'NEED VERIFICATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0216 ***********************************************************************
 PS0216  DESIGNATION -  T 45
 PS0216  PID         -  PS0216
 PS0216  STATE/COUNTY-  SD/BEADLE
 PS0216  COUNTRY     -  US
 PS0216  USGS QUAD   -  TULARE SE (2017)
 PS0216
 PS0216                         *CURRENT SURVEY CONTROL
 PS0216  ______________________________________________________________________
 PS0216* NAD 83(1986) POSITION- 44 36 15.     (N) 098 30 09.     (W)   SCALED
 PS0216* NAVD 88 ORTHO HEIGHT -   406.221 (meters)     1332.74  (feet) ADJUSTED
 PS0216  ______________________________________________________________________
 PS0216  GEOID HEIGHT    -        -24.692 (meters)                     GEOID18
 PS0216  DYNAMIC HEIGHT  -        406.159 (meters)     1332.54  (feet) COMP
 PS0216  MODELED GRAVITY -    980,455.0   (mgal)                       NAVD 88
 PS0216
 PS0216  VERT ORDER      -  FIRST     CLASS II
 PS0216
 PS0216.The horizontal coordinates were scaled from a map and have
 PS0216.an estimated accuracy of +/- 6 seconds.
 PS0216
 PS0216.The orthometric height was determined by differential leveling and
 PS0216.adjusted by the NATIONAL GEODETIC SURVEY
 PS0216.in June 1991.
 PS0216
 PS0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0216.GEOID18 height accuracy estimate available here.
 PS0216
 PS0216.Click photographs - Photos may exist for this station.
 PS0216
 PS0216.The dynamic height is computed by dividing the NAVD 88
 PS0216.geopotential number by the normal gravity value computed on the
 PS0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0216.degrees latitude (g = 980.6199 gals.).
 PS0216
 PS0216.The modeled gravity was interpolated from observed gravity values.
 PS0216
 PS0216;                    North         East    Units  Estimated Accuracy
 PS0216;SPC SD N     -    86,760.      718,870.      MT  (+/- 180 meters Scaled)
 PS0216
 PS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ394391(NAD 83)
 PS0216
 PS0216                          SUPERSEDED SURVEY CONTROL
 PS0216
 PS0216  NGVD 29 (??/??/92)  405.919  (m)         1331.75   (f) ADJ UNCH    1 2
 PS0216
 PS0216.Superseded values are not recommended for survey control.
 PS0216
 PS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0216.See file dsdata.pdf to determine how the superseded data were derived.
 PS0216
 PS0216_MARKER: DB = BENCH MARK DISK
 PS0216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0216_SP_SET: CULVERT HEADWALL
 PS0216_STAMPING: T 45 1934
 PS0216_MARK LOGO: CGS
 PS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0216+STABILITY: SURFACE MOTION
 PS0216
 PS0216  HISTORY     - Date     Condition        Report By
 PS0216  HISTORY     - 1934     MONUMENTED       CGS
 PS0216
 PS0216                          STATION DESCRIPTION
 PS0216
 PS0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0216'1.5 MI N FROM BONILLA.
 PS0216'1-1/2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0216'PACIFIC RAILROAD FROM THE STATION AT BONILLA, BEADLE COUNTY,
 PS0216'ABOUT 17 POLES SOUTH OF MILEPOST 69, AT A ROAD CROSSING, 54 FEET
 PS0216'EAST OF THE CENTER LINE OF THE TRACK, AT A ROAD CULVERT, IN THE
 PS0216'CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL, AND 20 FEET
 PS0216'SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 PS0216'T 45 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1966 ***********************************************************************
 NM1966  DESIGNATION -  T 450
 NM1966  PID         -  NM1966
 NM1966  STATE/COUNTY-  SD/UNION
 NM1966  COUNTRY     -  US
 NM1966  USGS QUAD   -  VERMILLION SE (2017)
 NM1966
 NM1966                         *CURRENT SURVEY CONTROL
 NM1966  ______________________________________________________________________
 NM1966* NAD 83(1986) POSITION- 42 46 13.     (N) 096 46 31.     (W)   SCALED
 NM1966* NAVD 88 ORTHO HEIGHT -   346.393 (meters)     1136.46  (feet) ADJUSTED
 NM1966  ______________________________________________________________________
 NM1966  GEOID HEIGHT    -        -25.538 (meters)                     GEOID18
 NM1966  DYNAMIC HEIGHT  -        346.296 (meters)     1136.14  (feet) COMP
 NM1966  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 NM1966
 NM1966  VERT ORDER      -  FIRST     CLASS II
 NM1966
 NM1966.The horizontal coordinates were scaled from a map and have
 NM1966.an estimated accuracy of +/- 6 seconds.
 NM1966
 NM1966.The orthometric height was determined by differential leveling and
 NM1966.adjusted by the NATIONAL GEODETIC SURVEY
 NM1966.in June 1991.
 NM1966
 NM1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1966.GEOID18 height accuracy estimate available here.
 NM1966
 NM1966.Click photographs - Photos may exist for this station.
 NM1966
 NM1966.The dynamic height is computed by dividing the NAVD 88
 NM1966.geopotential number by the normal gravity value computed on the
 NM1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1966.degrees latitude (g = 980.6199 gals.).
 NM1966
 NM1966.The modeled gravity was interpolated from observed gravity values.
 NM1966
 NM1966;                    North         East    Units  Estimated Accuracy
 NM1966;SPC SD S     -    54,780.      891,120.      MT  (+/- 180 meters Scaled)
 NM1966
 NM1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN820377(NAD 83)
 NM1966
 NM1966                          SUPERSEDED SURVEY CONTROL
 NM1966
 NM1966.No superseded survey control is available for this station.
 NM1966
 NM1966_MARKER: I = METAL ROD
 NM1966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1966_STAMPING: T 450 1990
 NM1966_MARK LOGO: NGS
 NM1966_PROJECTION: PROJECTING 5 CENTIMETERS
 NM1966_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1966+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM1966_ROD/PIPE-DEPTH: 14.0 meters
 NM1966_SLEEVE-DEPTH  : 0.9 meters
 NM1966
 NM1966  HISTORY     - Date     Condition        Report By
 NM1966  HISTORY     - 1990     MONUMENTED       NGS
 NM1966  HISTORY     - 20120402 GOOD             INDIV
 NM1966
 NM1966                          STATION DESCRIPTION
 NM1966
 NM1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1966'2.2 KM (1.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1966'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.5 KM (0.3 MI)
 NM1966'NORTH OF MILEPOST 25, 32.1 M (105.3 FT) NORTHEAST OF THE CENTERLINE
 NM1966'OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.8 M (19.0 FT) NORTHWEST OF
 NM1966'A T-FENCE CORNER, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NM1966'0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 NM1966'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 NM1966'DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1966
 NM1966                          STATION RECOVERY (2012)
 NM1966
 NM1966'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1042 ***********************************************************************
 PR1042  DESIGNATION -  T 451
 PR1042  PID         -  PR1042
 PR1042  STATE/COUNTY-  SD/BROOKINGS
 PR1042  COUNTRY     -  US
 PR1042  USGS QUAD   -  BROOKINGS (2017)
 PR1042
 PR1042                         *CURRENT SURVEY CONTROL
 PR1042  ______________________________________________________________________
 PR1042* NAD 83(1986) POSITION- 44 18 14.     (N) 096 45 31.     (W)   SCALED
 PR1042* NAVD 88 ORTHO HEIGHT -   503.913 (meters)     1653.25  (feet) ADJUSTED
 PR1042  ______________________________________________________________________
 PR1042  GEOID HEIGHT    -        -25.459 (meters)                     GEOID18
 PR1042  DYNAMIC HEIGHT  -        503.819 (meters)     1652.95  (feet) COMP
 PR1042  MODELED GRAVITY -    980,415.4   (mgal)                       NAVD 88
 PR1042
 PR1042  VERT ORDER      -  FIRST     CLASS II
 PR1042
 PR1042.The horizontal coordinates were scaled from a map and have
 PR1042.an estimated accuracy of +/- 6 seconds.
 PR1042
 PR1042.The orthometric height was determined by differential leveling and
 PR1042.adjusted by the NATIONAL GEODETIC SURVEY
 PR1042.in October 1997.
 PR1042
 PR1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1042.GEOID18 height accuracy estimate available here.
 PR1042
 PR1042.Click photographs - Photos may exist for this station.
 PR1042
 PR1042.The dynamic height is computed by dividing the NAVD 88
 PR1042.geopotential number by the normal gravity value computed on the
 PR1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1042.degrees latitude (g = 980.6199 gals.).
 PR1042
 PR1042.The modeled gravity was interpolated from observed gravity values.
 PR1042
 PR1042;                    North         East    Units  Estimated Accuracy
 PR1042;SPC SD N     -    57,470.      858,590.      MT  (+/- 180 meters Scaled)
 PR1042
 PR1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ787080(NAD 83)
 PR1042
 PR1042                          SUPERSEDED SURVEY CONTROL
 PR1042
 PR1042  NAVD 88 (06/15/91)  503.939  (m)         1653.34   (f) SUPERSEDED  1 2
 PR1042
 PR1042.Superseded values are not recommended for survey control.
 PR1042
 PR1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1042.See file dsdata.pdf to determine how the superseded data were derived.
 PR1042
 PR1042_MARKER: I = METAL ROD
 PR1042_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1042_STAMPING: T 451 1990
 PR1042_MARK LOGO: NGS
 PR1042_PROJECTION: PROJECTING 3 CENTIMETERS
 PR1042_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1042+STABILITY: POSITION/ELEVATION WELL
 PR1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1042+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1994
 PR1042_ROD/PIPE-DEPTH: 15.5 meters
 PR1042_SLEEVE-DEPTH  : 12.2 meters
 PR1042
 PR1042  HISTORY     - Date     Condition        Report By
 PR1042  HISTORY     - 1990     MONUMENTED       NGS
 PR1042  HISTORY     - 19940916 GOOD             NGS
 PR1042
 PR1042                          STATION DESCRIPTION
 PR1042
 PR1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1042'0.8 KM (0.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1042'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.6 KM (0.4 MI) NORTH OF
 PR1042'MILEPOST 132, 33.8 M (110.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 PR1042'OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT) NORTH OF A
 PR1042'T-FENCE CORNER, AND 0.65 M (2.13 FT) WEST OF A WITNESS POST.
 PR1042'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PR1042
 PR1042                          STATION RECOVERY (1994)
 PR1042
 PR1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1042'0.8 KM (0.50 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1042'JUNCTION OF U.S. HIGHWAY 14 IN BROOKINGS, 0.6 KM (0.35 MI) NORTH OF
 PR1042'MILEPOST 132, 33.8 M (110.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 PR1042'OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT) NORTH OF A
 PR1042'T-FENCE CORNER, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
 PR1042'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-IN LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1122 ***********************************************************************
 OQ1122  DESIGNATION -  T 452
 OQ1122  PID         -  OQ1122
 OQ1122  STATE/COUNTY-  SD/MINNEHAHA
 OQ1122  COUNTRY     -  US
 OQ1122  USGS QUAD   -  GRASS LAKE (2017)
 OQ1122
 OQ1122                         *CURRENT SURVEY CONTROL
 OQ1122  ______________________________________________________________________
 OQ1122* NAD 83(1986) POSITION- 43 36 30.     (N) 097 00 33.     (W)   SCALED
 OQ1122* NAVD 88 ORTHO HEIGHT -   510.239 (meters)     1674.01  (feet) ADJUSTED
 OQ1122  ______________________________________________________________________
 OQ1122  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OQ1122  DYNAMIC HEIGHT  -        510.100 (meters)     1673.55  (feet) COMP
 OQ1122  MODELED GRAVITY -    980,331.2   (mgal)                       NAVD 88
 OQ1122
 OQ1122  VERT ORDER      -  FIRST     CLASS II
 OQ1122
 OQ1122.The horizontal coordinates were scaled from a map and have
 OQ1122.an estimated accuracy of +/- 6 seconds.
 OQ1122
 OQ1122.The orthometric height was determined by differential leveling and
 OQ1122.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1122.in September 1993.
 OQ1122
 OQ1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1122.GEOID18 height accuracy estimate available here.
 OQ1122
 OQ1122.Click photographs - Photos may exist for this station.
 OQ1122
 OQ1122.The dynamic height is computed by dividing the NAVD 88
 OQ1122.geopotential number by the normal gravity value computed on the
 OQ1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1122.degrees latitude (g = 980.6199 gals.).
 OQ1122
 OQ1122.The modeled gravity was interpolated from observed gravity values.
 OQ1122
 OQ1122;                    North         East    Units  Estimated Accuracy
 OQ1122;SPC SD S     -   147,010.      868,270.      MT  (+/- 180 meters Scaled)
 OQ1122
 OQ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP606302(NAD 83)
 OQ1122
 OQ1122                          SUPERSEDED SURVEY CONTROL
 OQ1122
 OQ1122.No superseded survey control is available for this station.
 OQ1122
 OQ1122_MARKER: I = METAL ROD
 OQ1122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1122_STAMPING: T 452 1991
 OQ1122_MARK LOGO: NGS
 OQ1122_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1122_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1122+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 OQ1122_ROD/PIPE-DEPTH: 8.0 meters
 OQ1122_SLEEVE-DEPTH  : 0.9 meters
 OQ1122
 OQ1122  HISTORY     - Date     Condition        Report By
 OQ1122  HISTORY     - 1991     MONUMENTED       NGS
 OQ1122  HISTORY     - 20110322 GOOD             INDIV
 OQ1122
 OQ1122                          STATION DESCRIPTION
 OQ1122
 OQ1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1122'7.8 KM (4.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1122'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1122'0.8 KM (0.5 MI) WEST OF MILEPOST 385, 32.4 M (106.3 FT) SOUTH OF THE
 OQ1122'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 6.7 M (22.0 FT)
 OQ1122'EAST OF A T-FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 OQ1122'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1122'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1122'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1122
 OQ1122                          STATION RECOVERY (2011)
 OQ1122
 OQ1122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0972 ***********************************************************************
 OR0972  DESIGNATION -  T 453
 OR0972  PID         -  OR0972
 OR0972  STATE/COUNTY-  SD/DAVISON
 OR0972  COUNTRY     -  US
 OR0972  USGS QUAD   -  MITCHELL (2017)
 OR0972
 OR0972                         *CURRENT SURVEY CONTROL
 OR0972  ______________________________________________________________________
 OR0972* NAD 83(1986) POSITION- 43 41 33.     (N) 098 03 42.     (W)   SCALED
 OR0972* NAVD 88 ORTHO HEIGHT -   408.490 (meters)     1340.19  (feet) ADJUSTED
 OR0972  ______________________________________________________________________
 OR0972  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 OR0972  DYNAMIC HEIGHT  -        408.388 (meters)     1339.85  (feet) COMP
 OR0972  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 OR0972
 OR0972  VERT ORDER      -  FIRST     CLASS II
 OR0972
 OR0972.The horizontal coordinates were scaled from a map and have
 OR0972.an estimated accuracy of +/- 6 seconds.
 OR0972
 OR0972.The orthometric height was determined by differential leveling and
 OR0972.adjusted by the NATIONAL GEODETIC SURVEY
 OR0972.in September 1993.
 OR0972
 OR0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0972.GEOID18 height accuracy estimate available here.
 OR0972
 OR0972.Click photographs - Photos may exist for this station.
 OR0972
 OR0972.The dynamic height is computed by dividing the NAVD 88
 OR0972.geopotential number by the normal gravity value computed on the
 OR0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0972.degrees latitude (g = 980.6199 gals.).
 OR0972
 OR0972.The modeled gravity was interpolated from observed gravity values.
 OR0972
 OR0972;                    North         East    Units  Estimated Accuracy
 OR0972;SPC SD S     -   153,500.      783,100.      MT  (+/- 180 meters Scaled)
 OR0972
 OR0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP756381(NAD 83)
 OR0972
 OR0972                          SUPERSEDED SURVEY CONTROL
 OR0972
 OR0972.No superseded survey control is available for this station.
 OR0972
 OR0972_MARKER: I = METAL ROD
 OR0972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0972_STAMPING: T 453 1991
 OR0972_MARK LOGO: NGS
 OR0972_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0972_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0972+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OR0972_ROD/PIPE-DEPTH: 9.5 meters
 OR0972_SLEEVE-DEPTH  : 0.9 meters
 OR0972
 OR0972  HISTORY     - Date     Condition        Report By
 OR0972  HISTORY     - 1991     MONUMENTED       NGS
 OR0972  HISTORY     - 20120201 GOOD             INDIV
 OR0972
 OR0972                          STATION DESCRIPTION
 OR0972
 OR0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0972'4.0 KM (2.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0972'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 0.5 KM (0.3 MI)
 OR0972'WEST OF MILEPOST 330, 30.6 M (100.4 FT) SOUTHWEST OF THE CENTERLINE
 OR0972'OF THE EASTBOUND LANES OF THE HIGHWAY, 12.7 M (41.7 FT) NORTHWEST OF
 OR0972'THE NORTH LEG OF A BILLBOARD, 10.7 M (35.1 FT) SOUTHEAST OF A BRACED
 OR0972'FENCE POST, 1.2 M (3.9 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND
 OR0972'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 OR0972'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OR0972'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0972
 OR0972                          STATION RECOVERY (2012)
 OR0972
 OR0972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1016 ***********************************************************************
 OR1016  DESIGNATION -  T 454
 OR1016  PID         -  OR1016
 OR1016  STATE/COUNTY-  SD/BRULE
 OR1016  COUNTRY     -  US
 OR1016  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR1016
 OR1016                         *CURRENT SURVEY CONTROL
 OR1016  ______________________________________________________________________
 OR1016* NAD 83(1986) POSITION- 43 44 14.     (N) 098 54 49.     (W)   SCALED
 OR1016* NAVD 88 ORTHO HEIGHT -   522.349 (meters)     1713.74  (feet) ADJUSTED
 OR1016  ______________________________________________________________________
 OR1016  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OR1016  DYNAMIC HEIGHT  -        522.202 (meters)     1713.26  (feet) COMP
 OR1016  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 OR1016
 OR1016  VERT ORDER      -  FIRST     CLASS II
 OR1016
 OR1016.The horizontal coordinates were scaled from a map and have
 OR1016.an estimated accuracy of +/- 6 seconds.
 OR1016
 OR1016.The orthometric height was determined by differential leveling and
 OR1016.adjusted by the NATIONAL GEODETIC SURVEY
 OR1016.in September 1993.
 OR1016
 OR1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1016.GEOID18 height accuracy estimate available here.
 OR1016
 OR1016.Click photographs - Photos may exist for this station.
 OR1016
 OR1016.The dynamic height is computed by dividing the NAVD 88
 OR1016.geopotential number by the normal gravity value computed on the
 OR1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1016.degrees latitude (g = 980.6199 gals.).
 OR1016
 OR1016.The modeled gravity was interpolated from observed gravity values.
 OR1016
 OR1016;                    North         East    Units  Estimated Accuracy
 OR1016;SPC SD S     -   156,940.      714,360.      MT  (+/- 180 meters Scaled)
 OR1016
 OR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP069426(NAD 83)
 OR1016
 OR1016                          SUPERSEDED SURVEY CONTROL
 OR1016
 OR1016.No superseded survey control is available for this station.
 OR1016
 OR1016_MARKER: I = METAL ROD
 OR1016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1016_STAMPING: T 454 1991
 OR1016_MARK LOGO: NGS
 OR1016_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1016_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1016+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1016_ROD/PIPE-DEPTH: 8.0 meters
 OR1016_SLEEVE-DEPTH  : 0.9 meters
 OR1016
 OR1016  HISTORY     - Date     Condition        Report By
 OR1016  HISTORY     - 1990     MONUMENTED       NGS
 OR1016  HISTORY     - 20120312 GOOD             INDIV
 OR1016
 OR1016                          STATION DESCRIPTION
 OR1016
 OR1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1016'3.6 KM (2.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1016'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, 0.5 KM (0.3 MI) EAST OF MILE
 OR1016'POST 286, 32.0 M (105.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 OR1016'THE EASTBOUND LANES OF THE HIGHWAY, 11.5 M (37.7 FT) WEST OF A
 OR1016'UTILITY POLE AND A T-FENCE CORNER, AND 1.1 M (3.6 FT) NORTH OF A
 OR1016'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR1016'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OR1016'FOR A CLASS A MARK.
 OR1016
 OR1016                          STATION RECOVERY (2012)
 OR1016
 OR1016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1024 ***********************************************************************
 OR1024  DESIGNATION -  T 455
 OR1024  PID         -  OR1024
 OR1024  STATE/COUNTY-  SD/BRULE
 OR1024  COUNTRY     -  US
 OR1024  USGS QUAD   -  PUKWANA SE (2017)
 OR1024
 OR1024                         *CURRENT SURVEY CONTROL
 OR1024  ______________________________________________________________________
 OR1024* NAD 83(1986) POSITION- 43 45 06.     (N) 099 07 02.     (W)   SCALED
 OR1024* NAVD 88 ORTHO HEIGHT -   499.885 (meters)     1640.04  (feet) ADJUSTED
 OR1024  ______________________________________________________________________
 OR1024  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 OR1024  DYNAMIC HEIGHT  -        499.749 (meters)     1639.59  (feet) COMP
 OR1024  MODELED GRAVITY -    980,333.4   (mgal)                       NAVD 88
 OR1024
 OR1024  VERT ORDER      -  FIRST     CLASS II
 OR1024
 OR1024.The horizontal coordinates were scaled from a map and have
 OR1024.an estimated accuracy of +/- 6 seconds.
 OR1024
 OR1024.The orthometric height was determined by differential leveling and
 OR1024.adjusted by the NATIONAL GEODETIC SURVEY
 OR1024.in September 1993.
 OR1024
 OR1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1024.GEOID18 height accuracy estimate available here.
 OR1024
 OR1024.Click photographs - Photos may exist for this station.
 OR1024
 OR1024.The dynamic height is computed by dividing the NAVD 88
 OR1024.geopotential number by the normal gravity value computed on the
 OR1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1024.degrees latitude (g = 980.6199 gals.).
 OR1024
 OR1024.The modeled gravity was interpolated from observed gravity values.
 OR1024
 OR1024;                    North         East    Units  Estimated Accuracy
 OR1024;SPC SD S     -   158,280.      697,930.      MT  (+/- 180 meters Scaled)
 OR1024
 OR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP905442(NAD 83)
 OR1024
 OR1024                          SUPERSEDED SURVEY CONTROL
 OR1024
 OR1024.No superseded survey control is available for this station.
 OR1024
 OR1024_MARKER: I = METAL ROD
 OR1024_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1024_STAMPING: T 455 1991
 OR1024_MARK LOGO: NGS
 OR1024_PROJECTION: FLUSH
 OR1024_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1024+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 OR1024_ROD/PIPE-DEPTH: 6.7 meters
 OR1024_SLEEVE-DEPTH  : 0.9 meters
 OR1024
 OR1024  HISTORY     - Date     Condition        Report By
 OR1024  HISTORY     - 1991     MONUMENTED       NGS
 OR1024  HISTORY     - 20120308 GOOD             INDIV
 OR1024
 OR1024                          STATION DESCRIPTION
 OR1024
 OR1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1024'13.1 KM (8.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1024'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, 103.7 M (340.2
 OR1024'FT) SOUTHWEST OF MILEPOST 276, 32.3 M (106.0 FT) SOUTH OF THE
 OR1024'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.7 M (5.6 FT) EAST
 OR1024'OF THE MOST EASTERLY OF 3 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW
 OR1024'THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST
 OR1024'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1024'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OR1024'MARK.
 OR1024
 OR1024                          STATION RECOVERY (2012)
 OR1024
 OR1024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0862 ***********************************************************************
 OS0862  DESIGNATION -  T 457
 OS0862  PID         -  OS0862
 OS0862  STATE/COUNTY-  SD/JACKSON
 OS0862  COUNTRY     -  US
 OS0862  USGS QUAD   -  STAMFORD SW (2017)
 OS0862
 OS0862                         *CURRENT SURVEY CONTROL
 OS0862  ______________________________________________________________________
 OS0862* NAD 83(1986) POSITION- 43 50 59.     (N) 101 12 32.     (W)   SCALED
 OS0862* NAVD 88 ORTHO HEIGHT -   706.019 (meters)     2316.33  (feet) ADJUSTED
 OS0862  ______________________________________________________________________
 OS0862  GEOID HEIGHT    -        -22.755 (meters)                     GEOID18
 OS0862  DYNAMIC HEIGHT  -        705.792 (meters)     2315.59  (feet) COMP
 OS0862  MODELED GRAVITY -    980,274.6   (mgal)                       NAVD 88
 OS0862
 OS0862  VERT ORDER      -  FIRST     CLASS II
 OS0862
 OS0862.The horizontal coordinates were scaled from a map and have
 OS0862.an estimated accuracy of +/- 6 seconds.
 OS0862
 OS0862.The orthometric height was determined by differential leveling and
 OS0862.adjusted by the NATIONAL GEODETIC SURVEY
 OS0862.in September 1993.
 OS0862
 OS0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0862.GEOID18 height accuracy estimate available here.
 OS0862
 OS0862.Click photographs - Photos may exist for this station.
 OS0862
 OS0862.The dynamic height is computed by dividing the NAVD 88
 OS0862.geopotential number by the normal gravity value computed on the
 OS0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0862.degrees latitude (g = 980.6199 gals.).
 OS0862
 OS0862.The modeled gravity was interpolated from observed gravity values.
 OS0862
 OS0862;                    North         East    Units  Estimated Accuracy
 OS0862;SPC SD S     -   168,830.      529,610.      MT  (+/- 180 meters Scaled)
 OS0862
 OS0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP224575(NAD 83)
 OS0862
 OS0862                          SUPERSEDED SURVEY CONTROL
 OS0862
 OS0862.No superseded survey control is available for this station.
 OS0862
 OS0862_MARKER: I = METAL ROD
 OS0862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0862_STAMPING: T 457 1991
 OS0862_MARK LOGO: NGS
 OS0862_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0862_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0862+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0862_ROD/PIPE-DEPTH: 6.6 meters
 OS0862_SLEEVE-DEPTH  : 0.9 meters
 OS0862
 OS0862  HISTORY     - Date     Condition        Report By
 OS0862  HISTORY     - 1991     MONUMENTED       NGS
 OS0862  HISTORY     - 20130118 GOOD             INDIV
 OS0862
 OS0862                          STATION DESCRIPTION
 OS0862
 OS0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0862'26.0 KM (16.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0862'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.5 KM (0.30
 OS0862'MI) EAST OF MILEPOST 166, 31.4 M (103.0 FT) SOUTHEAST OF THE
 OS0862'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 18.8 M (61.7 FT)
 OS0862'EAST-SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY, 1.6 M
 OS0862'(5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST
 OS0862'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0862'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OS0862'SPECIFICATIONS FOR A CLASS A MARK.
 OS0862
 OS0862                          STATION RECOVERY (2013)
 OS0862
 OS0862'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0899 ***********************************************************************
 OS0899  DESIGNATION -  T 458
 OS0899  PID         -  OS0899
 OS0899  STATE/COUNTY-  SD/MELLETTE
 OS0899  COUNTRY     -  US
 OS0899  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0899
 OS0899                         *CURRENT SURVEY CONTROL
 OS0899  ______________________________________________________________________
 OS0899* NAD 83(1986) POSITION- 43 32 38.     (N) 100 44 30.     (W)   SCALED
 OS0899* NAVD 88 ORTHO HEIGHT -   658.615 (meters)     2160.81  (feet) ADJUSTED
 OS0899  ______________________________________________________________________
 OS0899  GEOID HEIGHT    -        -23.865 (meters)                     GEOID18
 OS0899  DYNAMIC HEIGHT  -        658.376 (meters)     2160.02  (feet) COMP
 OS0899  MODELED GRAVITY -    980,235.7   (mgal)                       NAVD 88
 OS0899
 OS0899  VERT ORDER      -  FIRST     CLASS II
 OS0899
 OS0899.The horizontal coordinates were scaled from a map and have
 OS0899.an estimated accuracy of +/- 6 seconds.
 OS0899
 OS0899.The orthometric height was determined by differential leveling and
 OS0899.adjusted by the NATIONAL GEODETIC SURVEY
 OS0899.in June 1994.
 OS0899
 OS0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0899.GEOID18 height accuracy estimate available here.
 OS0899
 OS0899.Click photographs - Photos may exist for this station.
 OS0899
 OS0899.The dynamic height is computed by dividing the NAVD 88
 OS0899.geopotential number by the normal gravity value computed on the
 OS0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0899.degrees latitude (g = 980.6199 gals.).
 OS0899
 OS0899.The modeled gravity was interpolated from observed gravity values.
 OS0899
 OS0899;                    North         East    Units  Estimated Accuracy
 OS0899;SPC SD S     -   134,560.      567,000.      MT  (+/- 180 meters Scaled)
 OS0899
 OS0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP592226(NAD 83)
 OS0899
 OS0899                          SUPERSEDED SURVEY CONTROL
 OS0899
 OS0899.No superseded survey control is available for this station.
 OS0899
 OS0899_MARKER: I = METAL ROD
 OS0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0899_STAMPING: T 458 1992
 OS0899_MARK LOGO: NGS
 OS0899_PROJECTION: FLUSH
 OS0899_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0899+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0899_ROD/PIPE-DEPTH: 3.7 meters
 OS0899
 OS0899  HISTORY     - Date     Condition        Report By
 OS0899  HISTORY     - 1992     MONUMENTED       NGS
 OS0899
 OS0899                          STATION DESCRIPTION
 OS0899
 OS0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0899'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0899'IN WHITE RIVER, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG U.S. HIGHWAY
 OS0899'83, 40.5 M (132.9 FT) SOUTH OF A UTILITY POLE, 30.0 M (98.4 FT) WEST
 OS0899'OF THE CENTERLINE OF THE HIGHWAY, 17.1 M (56.1 FT) NORTH OF THE
 OS0899'CENTER OF A HIGHWAY APPROACH AND GATE, 2.1 M (6.9 FT) BELOW THE LEVEL
 OS0899'OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST-NORTHEAST OF A WITNESS POST
 OS0899'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OS0899'CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0945 ***********************************************************************
 OS0945  DESIGNATION -  T 459
 OS0945  PID         -  OS0945
 OS0945  STATE/COUNTY-  SD/TODD
 OS0945  COUNTRY     -  US
 OS0945  USGS QUAD   -  OLSONVILLE SE (2017)
 OS0945
 OS0945                         *CURRENT SURVEY CONTROL
 OS0945  ______________________________________________________________________
 OS0945* NAD 83(1986) POSITION- 43 01 06.     (N) 100 36 37.     (W)   SCALED
 OS0945* NAVD 88 ORTHO HEIGHT -   840.194 (meters)     2756.54  (feet) ADJUSTED
 OS0945  ______________________________________________________________________
 OS0945  GEOID HEIGHT    -        -22.168 (meters)                     GEOID18
 OS0945  DYNAMIC HEIGHT  -        839.853 (meters)     2755.42  (feet) COMP
 OS0945  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 OS0945
 OS0945  VERT ORDER      -  FIRST     CLASS II
 OS0945
 OS0945.The horizontal coordinates were scaled from a map and have
 OS0945.an estimated accuracy of +/- 6 seconds.
 OS0945
 OS0945.The orthometric height was determined by differential leveling and
 OS0945.adjusted by the NATIONAL GEODETIC SURVEY
 OS0945.in June 1994.
 OS0945
 OS0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0945.GEOID18 height accuracy estimate available here.
 OS0945
 OS0945.Click photographs - Photos may exist for this station.
 OS0945
 OS0945.The dynamic height is computed by dividing the NAVD 88
 OS0945.geopotential number by the normal gravity value computed on the
 OS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0945.degrees latitude (g = 980.6199 gals.).
 OS0945
 OS0945.The modeled gravity was interpolated from observed gravity values.
 OS0945
 OS0945;                    North         East    Units  Estimated Accuracy
 OS0945;SPC SD S     -    76,140.      577,430.      MT  (+/- 180 meters Scaled)
 OS0945
 OS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN687641(NAD 83)
 OS0945
 OS0945                          SUPERSEDED SURVEY CONTROL
 OS0945
 OS0945.No superseded survey control is available for this station.
 OS0945
 OS0945_MARKER: I = METAL ROD
 OS0945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0945_STAMPING: T 459 1992
 OS0945_MARK LOGO: NGS
 OS0945_PROJECTION: FLUSH
 OS0945_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0945+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0945_ROD/PIPE-DEPTH: 5.5 meters
 OS0945
 OS0945  HISTORY     - Date     Condition        Report By
 OS0945  HISTORY     - 1992     MONUMENTED       NGS
 OS0945
 OS0945                          STATION DESCRIPTION
 OS0945
 OS0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0945'16.0 KM (9.95 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 OS0945'COURTHOUSE IN VALENTINE, NE, THENCE 2.1 KM (1.30 MI) WESTERLY ALONG A
 OS0945'DIRT ROAD, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A ROAD LEADING TO
 OS0945'THE COX CATTLE COMPANY NORTH RANCH, 7.7 M (25.3 FT) EAST OF THE
 OS0945'CENTER OF A DRIVEWAY, 6.4 M (21.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 OS0945'CORNER OF A CATTLE GUARD, 2.3 M (7.5 FT) SOUTH OF A FENCE, 0.4 M (1.3
 OS0945'FT) WEST OF A WITNESS POST AND FENCE, AND 0.2 M (0.7 FT) ABOVE THE
 OS0945'LEVEL OF THE DRIVEWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0945'5-INCH LOGO CAP.  THE MARK IS ON PROPERTY OWNED BY BILL COX, COX
 OS0945'CATTLE COMPANY, HC 14 BOX 104, VALENTINE, NE 69201, TELEPHONE NUMBER
 OS0945'(402) 376-2579.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0240 ***********************************************************************
 PS0240  DESIGNATION -  T 46
 PS0240  PID         -  PS0240
 PS0240  STATE/COUNTY-  SD/FAULK
 PS0240  COUNTRY     -  US
 PS0240  USGS QUAD   -  MIRANDA (2017)
 PS0240
 PS0240                         *CURRENT SURVEY CONTROL
 PS0240  ______________________________________________________________________
 PS0240* NAD 83(1986) POSITION- 44 56 53.     (N) 098 55 11.     (W)   SCALED
 PS0240* NAVD 88 ORTHO HEIGHT -   433.422 (meters)     1421.99  (feet) ADJUSTED
 PS0240  ______________________________________________________________________
 PS0240  GEOID HEIGHT    -        -24.018 (meters)                     GEOID18
 PS0240  DYNAMIC HEIGHT  -        433.369 (meters)     1421.81  (feet) COMP
 PS0240  MODELED GRAVITY -    980,482.3   (mgal)                       NAVD 88
 PS0240
 PS0240  VERT ORDER      -  FIRST     CLASS II
 PS0240
 PS0240.The horizontal coordinates were scaled from a map and have
 PS0240.an estimated accuracy of +/- 6 seconds.
 PS0240
 PS0240.The orthometric height was determined by differential leveling and
 PS0240.adjusted by the NATIONAL GEODETIC SURVEY
 PS0240.in June 1991.
 PS0240
 PS0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0240.GEOID18 height accuracy estimate available here.
 PS0240
 PS0240.Click photographs - Photos may exist for this station.
 PS0240
 PS0240.The dynamic height is computed by dividing the NAVD 88
 PS0240.geopotential number by the normal gravity value computed on the
 PS0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0240.degrees latitude (g = 980.6199 gals.).
 PS0240
 PS0240.The modeled gravity was interpolated from observed gravity values.
 PS0240
 PS0240;                    North         East    Units  Estimated Accuracy
 PS0240;SPC SD N     -   124,440.      685,250.      MT  (+/- 180 meters Scaled)
 PS0240
 PS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ063771(NAD 83)
 PS0240
 PS0240                          SUPERSEDED SURVEY CONTROL
 PS0240
 PS0240  NGVD 29 (??/??/92)  433.103  (m)         1420.94   (f) ADJ UNCH    1 2
 PS0240
 PS0240.Superseded values are not recommended for survey control.
 PS0240
 PS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0240.See file dsdata.pdf to determine how the superseded data were derived.
 PS0240
 PS0240_MARKER: DB = BENCH MARK DISK
 PS0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0240_STAMPING: T 46 1934
 PS0240_MARK LOGO: CGS
 PS0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0240+STABILITY: SURFACE MOTION
 PS0240
 PS0240  HISTORY     - Date     Condition        Report By
 PS0240  HISTORY     - 1934     MONUMENTED       CGS
 PS0240
 PS0240                          STATION DESCRIPTION
 PS0240
 PS0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0240'2.7 MI SE FROM MIRANDA.
 PS0240'2.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0240'FROM THE STATION AT MIRANDA, FAULK COUNTY, ABOUT 5 POLES EAST
 PS0240'OF MILEPOST 21, AT A ROAD CROSSING, 30 FEET EAST OF THE CENTER
 PS0240'LINE OF THE ROAD, 37 FEET NORTH OF THE CENTER LINE OF THE
 PS0240'TRACK, AND 6 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 PS0240'T 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8820 ***********************************************************************
 AB8820  DESIGNATION -  T 460
 AB8820  PID         -  AB8820
 AB8820  STATE/COUNTY-  SD/BROOKINGS
 AB8820  COUNTRY     -  US
 AB8820  USGS QUAD   -  VOLGA (2017)
 AB8820
 AB8820                         *CURRENT SURVEY CONTROL
 AB8820  ______________________________________________________________________
 AB8820* NAD 83(1986) POSITION- 44 19 35.     (N) 096 55 50.     (W)   SCALED
 AB8820* NAVD 88 ORTHO HEIGHT -   497.317 (meters)     1631.61  (feet) ADJUSTED
 AB8820  ______________________________________________________________________
 AB8820  GEOID HEIGHT    -        -25.240 (meters)                     GEOID18
 AB8820  DYNAMIC HEIGHT  -        497.227 (meters)     1631.32  (feet) COMP
 AB8820  MODELED GRAVITY -    980,421.7   (mgal)                       NAVD 88
 AB8820
 AB8820  VERT ORDER      -  FIRST     CLASS II
 AB8820
 AB8820.The horizontal coordinates were scaled from a map and have
 AB8820.an estimated accuracy of +/- 6 seconds.
 AB8820
 AB8820.The orthometric height was determined by differential leveling and
 AB8820.adjusted by the NATIONAL GEODETIC SURVEY
 AB8820.in October 1997.
 AB8820
 AB8820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8820.GEOID18 height accuracy estimate available here.
 AB8820
 AB8820.Click photographs - Photos may exist for this station.
 AB8820
 AB8820.The dynamic height is computed by dividing the NAVD 88
 AB8820.geopotential number by the normal gravity value computed on the
 AB8820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8820.degrees latitude (g = 980.6199 gals.).
 AB8820
 AB8820.The modeled gravity was interpolated from observed gravity values.
 AB8820
 AB8820;                    North         East    Units  Estimated Accuracy
 AB8820;SPC SD N     -    59,430.      844,780.      MT  (+/- 180 meters Scaled)
 AB8820
 AB8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ650102(NAD 83)
 AB8820
 AB8820                          SUPERSEDED SURVEY CONTROL
 AB8820
 AB8820.No superseded survey control is available for this station.
 AB8820
 AB8820_MARKER: I = METAL ROD
 AB8820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8820_STAMPING: T 460 1994
 AB8820_MARK LOGO: NGS
 AB8820_PROJECTION: FLUSH
 AB8820_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8820+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8820_ROD/PIPE-DEPTH: 11.0 meters
 AB8820_SLEEVE-DEPTH  : 0.9 meters
 AB8820
 AB8820  HISTORY     - Date     Condition        Report By
 AB8820  HISTORY     - 1994     MONUMENTED       NGS
 AB8820
 AB8820                          STATION DESCRIPTION
 AB8820
 AB8820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8820'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8820'BROOKINGS, THENCE 11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8820'64.7 M (212.3 FT) WEST OF MILEPOST 413, 24.0 M (78.7 FT) NORTH OF THE
 AB8820'HIGHWAY CENTER, 14.9 M (48.9 FT) NORTHEAST OF A UTILITY POLE, 11.6 M
 AB8820'(38.1 FT) WEST OF THE WEST END OF A FENCE, 0.9 M (3.0 FT) BELOW THE
 AB8820'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 AB8820'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8820'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8891 ***********************************************************************
 AB8891  DESIGNATION -  T 461
 AB8891  PID         -  AB8891
 AB8891  STATE/COUNTY-  SD/BEADLE
 AB8891  COUNTRY     -  US
 AB8891  USGS QUAD   -  CAVOUR (2017)
 AB8891
 AB8891                         *CURRENT SURVEY CONTROL
 AB8891  ______________________________________________________________________
 AB8891* NAD 83(1986) POSITION- 44 22 09.     (N) 098 02 24.     (W)   SCALED
 AB8891* NAVD 88 ORTHO HEIGHT -   396.978 (meters)     1302.42  (feet) ADJUSTED
 AB8891  ______________________________________________________________________
 AB8891  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 AB8891  DYNAMIC HEIGHT  -        396.912 (meters)     1302.20  (feet) COMP
 AB8891  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 AB8891
 AB8891  VERT ORDER      -  FIRST     CLASS II
 AB8891
 AB8891.The horizontal coordinates were scaled from a map and have
 AB8891.an estimated accuracy of +/- 6 seconds.
 AB8891
 AB8891.The orthometric height was determined by differential leveling and
 AB8891.adjusted by the NATIONAL GEODETIC SURVEY
 AB8891.in October 1997.
 AB8891
 AB8891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8891.GEOID18 height accuracy estimate available here.
 AB8891
 AB8891.Click photographs - Photos may exist for this station.
 AB8891
 AB8891.The dynamic height is computed by dividing the NAVD 88
 AB8891.geopotential number by the normal gravity value computed on the
 AB8891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8891.degrees latitude (g = 980.6199 gals.).
 AB8891
 AB8891.The modeled gravity was interpolated from observed gravity values.
 AB8891
 AB8891;                    North         East    Units  Estimated Accuracy
 AB8891;SPC SD N     -    61,430.      756,210.      MT  (+/- 180 meters Scaled)
 AB8891
 AB8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ764133(NAD 83)
 AB8891
 AB8891                          SUPERSEDED SURVEY CONTROL
 AB8891
 AB8891.No superseded survey control is available for this station.
 AB8891
 AB8891_MARKER: I = METAL ROD
 AB8891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8891_STAMPING: T 461 1994
 AB8891_MARK LOGO: NGS
 AB8891_PROJECTION: FLUSH
 AB8891_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8891+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8891_ROD/PIPE-DEPTH: 7.0 meters
 AB8891_SLEEVE-DEPTH  : 0.9 meters
 AB8891
 AB8891  HISTORY     - Date     Condition        Report By
 AB8891  HISTORY     - 1994     MONUMENTED       NGS
 AB8891
 AB8891                          STATION DESCRIPTION
 AB8891
 AB8891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8891'13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8891'STATE HIGHWAY 37 IN HURON, 398.0 M (1305.8 FT) EAST OF MILEPOST 354,
 AB8891'30.3 M (99.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.3 M (66.6 FT)
 AB8891'EAST OF THE MOST EASTERLY OF 2 UTILITY POLES, 5.5 M (18.0 FT) NORTH OF
 AB8891'THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AB8891'HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO
 AB8891'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AB8891'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8901 ***********************************************************************
 AB8901  DESIGNATION -  T 462
 AB8901  PID         -  AB8901
 AB8901  STATE/COUNTY-  SD/BEADLE
 AB8901  COUNTRY     -  US
 AB8901  USGS QUAD   -  HURON NW (2017)
 AB8901
 AB8901                         *CURRENT SURVEY CONTROL
 AB8901  ______________________________________________________________________
 AB8901* NAD 83(1986) POSITION- 44 22 40.     (N) 098 12 52.     (W)   SCALED
 AB8901* NAVD 88 ORTHO HEIGHT -   390.667 (meters)     1281.71  (feet) ADJUSTED
 AB8901  ______________________________________________________________________
 AB8901  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 AB8901  DYNAMIC HEIGHT  -        390.602 (meters)     1281.50  (feet) COMP
 AB8901  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 AB8901
 AB8901  VERT ORDER      -  FIRST     CLASS II
 AB8901
 AB8901.The horizontal coordinates were scaled from a map and have
 AB8901.an estimated accuracy of +/- 6 seconds.
 AB8901
 AB8901.The orthometric height was determined by differential leveling and
 AB8901.adjusted by the NATIONAL GEODETIC SURVEY
 AB8901.in October 1997.
 AB8901
 AB8901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8901.GEOID18 height accuracy estimate available here.
 AB8901
 AB8901.Click photographs - Photos may exist for this station.
 AB8901
 AB8901.The dynamic height is computed by dividing the NAVD 88
 AB8901.geopotential number by the normal gravity value computed on the
 AB8901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8901.degrees latitude (g = 980.6199 gals.).
 AB8901
 AB8901.The modeled gravity was interpolated from observed gravity values.
 AB8901
 AB8901;                    North         East    Units  Estimated Accuracy
 AB8901;SPC SD N     -    62,070.      742,290.      MT  (+/- 180 meters Scaled)
 AB8901
 AB8901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625141(NAD 83)
 AB8901
 AB8901                          SUPERSEDED SURVEY CONTROL
 AB8901
 AB8901.No superseded survey control is available for this station.
 AB8901
 AB8901_MARKER: I = METAL ROD
 AB8901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8901_STAMPING: T 462 1994
 AB8901_MARK LOGO: NGS
 AB8901_PROJECTION: FLUSH
 AB8901_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8901+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8901_ROD/PIPE-DEPTH: 6.4 meters
 AB8901_SLEEVE-DEPTH  : 0.9 meters
 AB8901
 AB8901  HISTORY     - Date     Condition        Report By
 AB8901  HISTORY     - 1994     MONUMENTED       NGS
 AB8901
 AB8901                          STATION DESCRIPTION
 AB8901
 AB8901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8901'IN HURON, AT THE INTERSECTION OF STATE HIGHWAY 37 (DAKOTA AVENUE) AND
 AB8901'10TH STREET NORTHEAST, 331.0 M (1086.0 FT) NORTH OF MILEPOST 128, 17.6
 AB8901'M (57.7 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AB8901'RAILROAD, 13.1 M (43.0 FT) EAST OF THE HIGHWAY CENTERLINE, 7.9 M (25.9
 AB8901'FT) SOUTH OF THE STREET CENTER, 1.7 M (5.6 FT) NORTH OF A UTILITY POLE
 AB8901'WITH A GUY CABLE ATTACHED, 1.5 M (4.9 FT) NORTH OF A WITNESS POST, AND
 AB8901'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 AB8901'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8901'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8994 ***********************************************************************
 AB8994  DESIGNATION -  T 463
 AB8994  PID         -  AB8994
 AB8994  STATE/COUNTY-  SD/HYDE
 AB8994  COUNTRY     -  US
 AB8994  USGS QUAD   -  HIGHMORE (2017)
 AB8994
 AB8994                         *CURRENT SURVEY CONTROL
 AB8994  ______________________________________________________________________
 AB8994* NAD 83(1986) POSITION- 44 31 38.     (N) 099 28 55.     (W)   SCALED
 AB8994* NAVD 88 ORTHO HEIGHT -   574.798 (meters)     1885.82  (feet) ADJUSTED
 AB8994  ______________________________________________________________________
 AB8994  GEOID HEIGHT    -        -23.803 (meters)                     GEOID18
 AB8994  DYNAMIC HEIGHT  -        574.683 (meters)     1885.44  (feet) COMP
 AB8994  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 AB8994
 AB8994  VERT ORDER      -  FIRST     CLASS II
 AB8994
 AB8994.The horizontal coordinates were scaled from a map and have
 AB8994.an estimated accuracy of +/- 6 seconds.
 AB8994
 AB8994.The orthometric height was determined by differential leveling and
 AB8994.adjusted by the NATIONAL GEODETIC SURVEY
 AB8994.in October 1997.
 AB8994
 AB8994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8994.GEOID18 height accuracy estimate available here.
 AB8994
 AB8994.Click photographs - Photos may exist for this station.
 AB8994
 AB8994.The dynamic height is computed by dividing the NAVD 88
 AB8994.geopotential number by the normal gravity value computed on the
 AB8994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8994.degrees latitude (g = 980.6199 gals.).
 AB8994
 AB8994.The modeled gravity was interpolated from observed gravity values.
 AB8994
 AB8994;                    North         East    Units  Estimated Accuracy
 AB8994;SPC SD N     -    77,240.      641,180.      MT  (+/- 180 meters Scaled)
 AB8994
 AB8994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ617305(NAD 83)
 AB8994
 AB8994                          SUPERSEDED SURVEY CONTROL
 AB8994
 AB8994.No superseded survey control is available for this station.
 AB8994
 AB8994_MARKER: I = METAL ROD
 AB8994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8994_STAMPING: T 463 1994
 AB8994_MARK LOGO: NGS
 AB8994_PROJECTION: FLUSH
 AB8994_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8994+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8994_ROD/PIPE-DEPTH: 5.5 meters
 AB8994_SLEEVE-DEPTH  : 0.9 meters
 AB8994
 AB8994  HISTORY     - Date     Condition        Report By
 AB8994  HISTORY     - 1994     MONUMENTED       NGS
 AB8994
 AB8994                          STATION DESCRIPTION
 AB8994
 AB8994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8994'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8994'STATE HIGHWAY 47 IN HIGHMORE, 78.0 M (255.9 FT) EAST OF MILEPOST 276,
 AB8994'26.5 M (86.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.3 M (40.4 FT)
 AB8994'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT) BELOW THE LEVEL
 AB8994'OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 AB8994'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8994'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9031 ***********************************************************************
 AB9031  DESIGNATION -  T 464
 AB9031  PID         -  AB9031
 AB9031  STATE/COUNTY-  SD/HUGHES
 AB9031  COUNTRY     -  US
 AB9031  USGS QUAD   -  PIERRE NE (2017)
 AB9031
 AB9031                         *CURRENT SURVEY CONTROL
 AB9031  ______________________________________________________________________
 AB9031* NAD 83(1986) POSITION- 44 24 55.     (N) 100 15 29.     (W)   SCALED
 AB9031* NAVD 88 ORTHO HEIGHT -   522.501 (meters)     1714.24  (feet) ADJUSTED
 AB9031  ______________________________________________________________________
 AB9031  GEOID HEIGHT    -        -23.386 (meters)                     GEOID18
 AB9031  DYNAMIC HEIGHT  -        522.399 (meters)     1713.90  (feet) COMP
 AB9031  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 AB9031
 AB9031  VERT ORDER      -  FIRST     CLASS II
 AB9031
 AB9031.The horizontal coordinates were scaled from a map and have
 AB9031.an estimated accuracy of +/- 6 seconds.
 AB9031
 AB9031.The orthometric height was determined by differential leveling and
 AB9031.adjusted by the NATIONAL GEODETIC SURVEY
 AB9031.in October 1997.
 AB9031
 AB9031.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9031.GEOID18 height accuracy estimate available here.
 AB9031
 AB9031.Click photographs - Photos may exist for this station.
 AB9031
 AB9031.The dynamic height is computed by dividing the NAVD 88
 AB9031.geopotential number by the normal gravity value computed on the
 AB9031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9031.degrees latitude (g = 980.6199 gals.).
 AB9031
 AB9031.The modeled gravity was interpolated from observed gravity values.
 AB9031
 AB9031;                    North         East    Units  Estimated Accuracy
 AB9031;SPC SD S     -   231,300.      606,000.      MT  (+/- 180 meters Scaled)
 AB9031
 AB9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ998187(NAD 83)
 AB9031
 AB9031                          SUPERSEDED SURVEY CONTROL
 AB9031
 AB9031.No superseded survey control is available for this station.
 AB9031
 AB9031_MARKER: I = METAL ROD
 AB9031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9031_STAMPING: T 464 1994
 AB9031_MARK LOGO: NGS
 AB9031_PROJECTION: FLUSH
 AB9031_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9031+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9031_ROD/PIPE-DEPTH: 10.4 meters
 AB9031_SLEEVE-DEPTH  : 0.9 meters
 AB9031
 AB9031  HISTORY     - Date     Condition        Report By
 AB9031  HISTORY     - 1994     MONUMENTED       NGS
 AB9031  HISTORY     - 20120308 GOOD             INDIV
 AB9031
 AB9031                          STATION DESCRIPTION
 AB9031
 AB9031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9031'10.0 KM (6.20 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9031'IN PIERRE, 643.0 M (2109.6 FT) EAST OF MILEPOST 235, 35.1 M (115.2 FT)
 AB9031'NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING TO DELL ACRES, 26.3
 AB9031'M (86.3 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW
 AB9031'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 AB9031'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9031'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9031
 AB9031                          STATION RECOVERY (2012)
 AB9031
 AB9031'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9054 ***********************************************************************
 AB9054  DESIGNATION -  T 465
 AB9054  PID         -  AB9054
 AB9054  STATE/COUNTY-  SD/STANLEY
 AB9054  COUNTRY     -  US
 AB9054  USGS QUAD   -  LACY (2017)
 AB9054
 AB9054                         *CURRENT SURVEY CONTROL
 AB9054  ______________________________________________________________________
 AB9054* NAD 83(1986) POSITION- 44 23 12.     (N) 100 41 22.     (W)   SCALED
 AB9054* NAVD 88 ORTHO HEIGHT -   606.005 (meters)     1988.20  (feet) ADJUSTED
 AB9054  ______________________________________________________________________
 AB9054  GEOID HEIGHT    -        -22.967 (meters)                     GEOID18
 AB9054  DYNAMIC HEIGHT  -        605.869 (meters)     1987.76  (feet) COMP
 AB9054  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 AB9054
 AB9054  VERT ORDER      -  FIRST     CLASS II
 AB9054
 AB9054.The horizontal coordinates were scaled from a map and have
 AB9054.an estimated accuracy of +/- 6 seconds.
 AB9054
 AB9054.The orthometric height was determined by differential leveling and
 AB9054.adjusted by the NATIONAL GEODETIC SURVEY
 AB9054.in October 1997.
 AB9054
 AB9054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9054.GEOID18 height accuracy estimate available here.
 AB9054
 AB9054.Click photographs - Photos may exist for this station.
 AB9054
 AB9054.The dynamic height is computed by dividing the NAVD 88
 AB9054.geopotential number by the normal gravity value computed on the
 AB9054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9054.degrees latitude (g = 980.6199 gals.).
 AB9054
 AB9054.The modeled gravity was interpolated from observed gravity values.
 AB9054
 AB9054;                    North         East    Units  Estimated Accuracy
 AB9054;SPC SD S     -   228,180.      571,620.      MT  (+/- 180 meters Scaled)
 AB9054
 AB9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ654162(NAD 83)
 AB9054
 AB9054                          SUPERSEDED SURVEY CONTROL
 AB9054
 AB9054.No superseded survey control is available for this station.
 AB9054
 AB9054_MARKER: I = METAL ROD
 AB9054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9054_STAMPING: T 465 1995
 AB9054_MARK LOGO: NGS
 AB9054_PROJECTION: FLUSH
 AB9054_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9054+STABILITY: POSITION/ELEVATION WELL
 AB9054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9054+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB9054_ROD/PIPE-DEPTH: 9.1 meters
 AB9054_SLEEVE-DEPTH  : 6.1 meters
 AB9054
 AB9054  HISTORY     - Date     Condition        Report By
 AB9054  HISTORY     - 1995     MONUMENTED       NGS
 AB9054  HISTORY     - 20120524 GOOD             INDIV
 AB9054
 AB9054                          STATION DESCRIPTION
 AB9054
 AB9054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9054'27.9 KM (17.35 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9054'IN PIERRE, 416.0 M (1364.8 FT) WEST OF MILEPOST 212, 43.4 M (142.4 FT)
 AB9054'EAST OF THE EAST END OF 2 BRACED FENCE POSTS, 21.6 M (70.9 FT) NORTH
 AB9054'OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) SOUTH OF A WITNESS POST AND
 AB9054'FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9054'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9054
 AB9054                          STATION RECOVERY (2012)
 AB9054
 AB9054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9061 ***********************************************************************
 AB9061  DESIGNATION -  T 466
 AB9061  PID         -  AB9061
 AB9061  STATE/COUNTY-  SD/STANLEY
 AB9061  COUNTRY     -  US
 AB9061  USGS QUAD   -  PIERRE SW (2017)
 AB9061
 AB9061                         *CURRENT SURVEY CONTROL
 AB9061  ______________________________________________________________________
 AB9061* NAD 83(1986) POSITION- 44 22 04.     (N) 100 22 49.     (W)   SCALED
 AB9061* NAVD 88 ORTHO HEIGHT -   437.287 (meters)     1434.67  (feet) ADJUSTED
 AB9061  ______________________________________________________________________
 AB9061  GEOID HEIGHT    -        -23.440 (meters)                     GEOID18
 AB9061  DYNAMIC HEIGHT  -        437.198 (meters)     1434.37  (feet) COMP
 AB9061  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 AB9061
 AB9061  VERT ORDER      -  FIRST     CLASS II
 AB9061
 AB9061.The horizontal coordinates were scaled from a map and have
 AB9061.an estimated accuracy of +/- 6 seconds.
 AB9061
 AB9061.The orthometric height was determined by differential leveling and
 AB9061.adjusted by the NATIONAL GEODETIC SURVEY
 AB9061.in October 1997.
 AB9061
 AB9061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9061.GEOID18 height accuracy estimate available here.
 AB9061
 AB9061.Click photographs - Photos may exist for this station.
 AB9061
 AB9061.The dynamic height is computed by dividing the NAVD 88
 AB9061.geopotential number by the normal gravity value computed on the
 AB9061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9061.degrees latitude (g = 980.6199 gals.).
 AB9061
 AB9061.The modeled gravity was interpolated from observed gravity values.
 AB9061
 AB9061;                    North         East    Units  Estimated Accuracy
 AB9061;SPC SD S     -   226,020.      596,260.      MT  (+/- 180 meters Scaled)
 AB9061
 AB9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ900136(NAD 83)
 AB9061
 AB9061                          SUPERSEDED SURVEY CONTROL
 AB9061
 AB9061.No superseded survey control is available for this station.
 AB9061
 AB9061_MARKER: I = METAL ROD
 AB9061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9061_STAMPING: T 466 1995
 AB9061_MARK LOGO: NGS
 AB9061_PROJECTION: FLUSH
 AB9061_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9061+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9061_ROD/PIPE-DEPTH: 21.1 meters
 AB9061_SLEEVE-DEPTH  : 0.9 meters
 AB9061
 AB9061  HISTORY     - Date     Condition        Report By
 AB9061  HISTORY     - 1995     MONUMENTED       NGS
 AB9061
 AB9061                          STATION DESCRIPTION
 AB9061
 AB9061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9061'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9061'IN PIERRE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG THE DAKOTA
 AB9061'MINNESOTA AND EASTERN RAILROAD, 14.2 M (46.6 FT) WEST OF THE NEAR
 AB9061'RAIL, 9.3 M (30.5 FT) EAST OF A WITNESS POST AND THE SOUTHEAST CORNER
 AB9061'OF A CHAIN-LINK FENCE ENCLOSING A SUB-STATION, AND LEVEL WITH THE
 AB9061'TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9061'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5821 ***********************************************************************
 AE5821  DESIGNATION -  T 467
 AE5821  PID         -  AE5821
 AE5821  STATE/COUNTY-  SD/SPINK
 AE5821  COUNTRY     -  US
 AE5821  USGS QUAD   -  FRANKFORT (2017)
 AE5821
 AE5821                         *CURRENT SURVEY CONTROL
 AE5821  ______________________________________________________________________
 AE5821* NAD 83(1986) POSITION- 44 53 41.     (N) 098 15 07.     (W)   SCALED
 AE5821* NAVD 88 ORTHO HEIGHT -   392.116 (meters)     1286.47  (feet) ADJUSTED
 AE5821  ______________________________________________________________________
 AE5821  GEOID HEIGHT    -        -24.375 (meters)                     GEOID18
 AE5821  DYNAMIC HEIGHT  -        392.075 (meters)     1286.33  (feet) COMP
 AE5821  MODELED GRAVITY -    980,501.6   (mgal)                       NAVD 88
 AE5821
 AE5821  VERT ORDER      -  FIRST     CLASS II
 AE5821
 AE5821.The horizontal coordinates were scaled from a map and have
 AE5821.an estimated accuracy of +/- 6 seconds.
 AE5821
 AE5821.The orthometric height was determined by differential leveling and
 AE5821.adjusted by the NATIONAL GEODETIC SURVEY
 AE5821.in July 1998.
 AE5821
 AE5821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5821.GEOID18 height accuracy estimate available here.
 AE5821
 AE5821.Click photographs - Photos may exist for this station.
 AE5821
 AE5821.The dynamic height is computed by dividing the NAVD 88
 AE5821.geopotential number by the normal gravity value computed on the
 AE5821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5821.degrees latitude (g = 980.6199 gals.).
 AE5821
 AE5821.The modeled gravity was interpolated from observed gravity values.
 AE5821
 AE5821;                    North         East    Units  Estimated Accuracy
 AE5821;SPC SD N     -   119,430.      738,060.      MT  (+/- 180 meters Scaled)
 AE5821
 AE5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ590715(NAD 83)
 AE5821
 AE5821                          SUPERSEDED SURVEY CONTROL
 AE5821
 AE5821.No superseded survey control is available for this station.
 AE5821
 AE5821_MARKER: I = METAL ROD
 AE5821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5821_STAMPING: T 467 1995
 AE5821_MARK LOGO: NGS
 AE5821_PROJECTION: FLUSH
 AE5821_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5821+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5821_ROD/PIPE-DEPTH: 15.9 meters
 AE5821_SLEEVE-DEPTH  : 0.9 meters
 AE5821
 AE5821  HISTORY     - Date     Condition        Report By
 AE5821  HISTORY     - 1995     MONUMENTED       NGS
 AE5821
 AE5821                          STATION DESCRIPTION
 AE5821
 AE5821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5821'11.9 KM (7.40 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5821'HUMPHREY DRIVE IN DOLAND, 249.0 M (816.9 FT) EAST OF MILEPOST 320,
 AE5821'21.6 M (70.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.6 M (31.5 FT) WEST
 AE5821'OF THE CENTER OF A FIELD ENTRANCE, 1.9 M (6.2 FT) BELOW THE LEVEL OF
 AE5821'THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE
 AE5821'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE5821'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4094 ***********************************************************************
 AE4094  DESIGNATION -  T 468
 AE4094  PID         -  AE4094
 AE4094  STATE/COUNTY-  SD/POTTER
 AE4094  COUNTRY     -  US
 AE4094  USGS QUAD   -  LAKE HURLEY (2017)
 AE4094
 AE4094                         *CURRENT SURVEY CONTROL
 AE4094  ______________________________________________________________________
 AE4094* NAD 83(1986) POSITION- 45 00 43.     (N) 100 12 58.     (W)   SCALED
 AE4094* NAVD 88 ORTHO HEIGHT -   570.194 (meters)     1870.71  (feet) ADJUSTED
 AE4094  ______________________________________________________________________
 AE4094  GEOID HEIGHT    -        -22.487 (meters)                     GEOID18
 AE4094  DYNAMIC HEIGHT  -        570.110 (meters)     1870.44  (feet) COMP
 AE4094  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 AE4094
 AE4094  VERT ORDER      -  FIRST     CLASS II
 AE4094
 AE4094.The horizontal coordinates were scaled from a map and have
 AE4094.an estimated accuracy of +/- 6 seconds.
 AE4094
 AE4094.The orthometric height was determined by differential leveling and
 AE4094.adjusted by the NATIONAL GEODETIC SURVEY
 AE4094.in July 1998.
 AE4094
 AE4094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4094.GEOID18 height accuracy estimate available here.
 AE4094
 AE4094.Click photographs - Photos may exist for this station.
 AE4094
 AE4094.The dynamic height is computed by dividing the NAVD 88
 AE4094.geopotential number by the normal gravity value computed on the
 AE4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4094.degrees latitude (g = 980.6199 gals.).
 AE4094
 AE4094.The modeled gravity was interpolated from observed gravity values.
 AE4094
 AE4094;                    North         East    Units  Estimated Accuracy
 AE4094;SPC SD N     -   130,990.      582,970.      MT  (+/- 180 meters Scaled)
 AE4094
 AE4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ041849(NAD 83)
 AE4094
 AE4094                          SUPERSEDED SURVEY CONTROL
 AE4094
 AE4094.No superseded survey control is available for this station.
 AE4094
 AE4094_MARKER: I = METAL ROD
 AE4094_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4094_STAMPING: T 468 1996
 AE4094_MARK LOGO: NGS
 AE4094_PROJECTION: FLUSH
 AE4094_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4094+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4094_ROD/PIPE-DEPTH: 7.0 meters
 AE4094_SLEEVE-DEPTH  : 0.9 meters
 AE4094
 AE4094  HISTORY     - Date     Condition        Report By
 AE4094  HISTORY     - 1996     MONUMENTED       NGS
 AE4094  HISTORY     - 20120620 GOOD             INDIV
 AE4094
 AE4094                          STATION DESCRIPTION
 AE4094
 AE4094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4094'20.8 KM (12.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4094'OF EXENE STREET IN GETTYSBURG, 527.0 M (1729.0 FT) WEST OF MILEPOST
 AE4094'213, 39.8 M (130.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 28.0 M
 AE4094'(91.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE
 AE4094'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 AE4094'RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE4094'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE4094'FOR A CLASS A MARK.
 AE4094
 AE4094                          STATION RECOVERY (2012)
 AE4094
 AE4094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5836 ***********************************************************************
 AE5836  DESIGNATION -  T 469
 AE5836  PID         -  AE5836
 AE5836  STATE/COUNTY-  SD/SPINK
 AE5836  COUNTRY     -  US
 AE5836  USGS QUAD   -  REDFIELD NORTH (2017)
 AE5836
 AE5836                         *CURRENT SURVEY CONTROL
 AE5836  ______________________________________________________________________
 AE5836* NAD 83(1986) POSITION- 44 53 12.     (N) 098 33 05.     (W)   SCALED
 AE5836* NAVD 88 ORTHO HEIGHT -   393.011 (meters)     1289.40  (feet) ADJUSTED
 AE5836  ______________________________________________________________________
 AE5836  GEOID HEIGHT    -        -24.285 (meters)                     GEOID18
 AE5836  DYNAMIC HEIGHT  -        392.967 (meters)     1289.26  (feet) COMP
 AE5836  MODELED GRAVITY -    980,494.2   (mgal)                       NAVD 88
 AE5836
 AE5836  VERT ORDER      -  FIRST     CLASS II
 AE5836
 AE5836.The horizontal coordinates were scaled from a map and have
 AE5836.an estimated accuracy of +/- 6 seconds.
 AE5836
 AE5836.The orthometric height was determined by differential leveling and
 AE5836.adjusted by the NATIONAL GEODETIC SURVEY
 AE5836.in July 1998.
 AE5836
 AE5836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5836.GEOID18 height accuracy estimate available here.
 AE5836
 AE5836.Click photographs - Photos may exist for this station.
 AE5836
 AE5836.The dynamic height is computed by dividing the NAVD 88
 AE5836.geopotential number by the normal gravity value computed on the
 AE5836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5836.degrees latitude (g = 980.6199 gals.).
 AE5836
 AE5836.The modeled gravity was interpolated from observed gravity values.
 AE5836
 AE5836;                    North         East    Units  Estimated Accuracy
 AE5836;SPC SD N     -   118,070.      714,430.      MT  (+/- 180 meters Scaled)
 AE5836
 AE5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ354704(NAD 83)
 AE5836
 AE5836                          SUPERSEDED SURVEY CONTROL
 AE5836
 AE5836.No superseded survey control is available for this station.
 AE5836
 AE5836_MARKER: I = METAL ROD
 AE5836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5836_STAMPING: T 469 1996
 AE5836_MARK LOGO: NGS
 AE5836_PROJECTION: FLUSH
 AE5836_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5836+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5836_ROD/PIPE-DEPTH: 7.5 meters
 AE5836_SLEEVE-DEPTH  : 0.9 meters
 AE5836
 AE5836  HISTORY     - Date     Condition        Report By
 AE5836  HISTORY     - 1996     MONUMENTED       NGS
 AE5836
 AE5836                          STATION DESCRIPTION
 AE5836
 AE5836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5836'2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5836'U.S. HIGHWAY 281 IN REDFIELD, EAST OF MILEPOST 255, 17.2 M (56.4 FT)
 AE5836'NORTHEAST OF THE HIGHWAY CENTERLINE, 16.0 M (52.5 FT) WEST OF THE
 AE5836'CENTER OF A DRIVEWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE5836'AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND A FENCE.  NOTE--ACCESS
 AE5836'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE5836'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0324 ***********************************************************************
 PS0324  DESIGNATION -  T 47
 PS0324  PID         -  PS0324
 PS0324  STATE/COUNTY-  SD/HYDE
 PS0324  COUNTRY     -  US
 PS0324  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0324
 PS0324                         *CURRENT SURVEY CONTROL
 PS0324  ______________________________________________________________________
 PS0324* NAD 83(1986) POSITION- 44 38 04.83   (N) 099 27 08.04   (W)   HD_HELD1
 PS0324* NAVD 88 ORTHO HEIGHT -   521.803 (meters)     1711.95  (feet) ADJUSTED
 PS0324  ______________________________________________________________________
 PS0324  GEOID HEIGHT    -        -23.568 (meters)                     GEOID18
 PS0324  DYNAMIC HEIGHT  -        521.714 (meters)     1711.66  (feet) COMP
 PS0324  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 PS0324
 PS0324  VERT ORDER      -  SECOND    CLASS 0
 PS0324
 PS0324.The horizontal coordinates were determined by differentially corrected
 PS0324.hand held GPS observations or other comparable positioning techniques
 PS0324.and have an estimated accuracy of +/- 3 meters.
 PS0324
 PS0324.The orthometric height was determined by differential leveling and
 PS0324.adjusted by the NATIONAL GEODETIC SURVEY
 PS0324.in June 1991.
 PS0324
 PS0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0324.GEOID18 height accuracy estimate available here.
 PS0324
 PS0324.Click photographs - Photos may exist for this station.
 PS0324
 PS0324.The dynamic height is computed by dividing the NAVD 88
 PS0324.geopotential number by the normal gravity value computed on the
 PS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0324.degrees latitude (g = 980.6199 gals.).
 PS0324
 PS0324.The modeled gravity was interpolated from observed gravity values.
 PS0324
 PS0324;                    North         East    Units  Estimated Accuracy
 PS0324;SPC SD N     -    89,193.8     643,461.4     MT  (+/- 3 meters HH1 GPS) 
 PS0324
 PS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6413142468(NAD 83)
 PS0324
 PS0324                          SUPERSEDED SURVEY CONTROL
 PS0324
 PS0324  NGVD 29 (??/??/92)  521.46   (m)         1710.8    (f) COMPUTED    2 0
 PS0324
 PS0324.Superseded values are not recommended for survey control.
 PS0324
 PS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0324.See file dsdata.pdf to determine how the superseded data were derived.
 PS0324
 PS0324_MARKER: DB = BENCH MARK DISK
 PS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0324_STAMPING: T 47 1934
 PS0324_MARK LOGO: CGS
 PS0324_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0324+STABILITY: SURFACE MOTION
 PS0324
 PS0324  HISTORY     - Date     Condition        Report By
 PS0324  HISTORY     - 1934     MONUMENTED       CGS
 PS0324  HISTORY     - 1940     GOOD             CGS
 PS0324  HISTORY     - 1984     GOOD             NGS
 PS0324
 PS0324                          STATION DESCRIPTION
 PS0324
 PS0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0324'8.5 MI N FROM HIGHMORE.
 PS0324'8.5 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0324'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, NEAR THE
 PS0324'INTERSECTION OF A SECTION-LINE ROAD, 130.6 FEET EAST OF THE
 PS0324'CENTERLINE OF THE SENECA ROAD, 31.5 FEET SOUTH OF THE
 PS0324'CENTERLINE OF THE SECTION-LINE ROAD, AND 0.7 FOOT SOUTH OF A
 PS0324'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 47 1934
 PS0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PS0324'ABOVE GROUND.
 PS0324
 PS0324                          STATION RECOVERY (1984)
 PS0324
 PS0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0324'ABOUT 12.9 KM (8.0 MI) NORTH ALONG HIGHWAY 47 FROM THE JUNCTION OF
 PS0324'HIGHWAYS 47 AND 14 ON THE NORTH EDGE OF HIGHMORE, 8.7 M (28.5 FT)
 PS0324'EAST OF THE EAST RIGHT-OF-WAY FENCE, 0.45 M (1.5 FT) NORTH OF A
 PS0324'FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5802 ***********************************************************************
 AE5802  DESIGNATION -  T 470
 AE5802  PID         -  AE5802
 AE5802  STATE/COUNTY-  SD/HAND
 AE5802  COUNTRY     -  US
 AE5802  USGS QUAD   -  ROCKHAM SW (2017)
 AE5802
 AE5802                         *CURRENT SURVEY CONTROL
 AE5802  ______________________________________________________________________
 AE5802* NAD 83(1986) POSITION- 44 50 59.     (N) 098 59 17.     (W)   SCALED
 AE5802* NAVD 88 ORTHO HEIGHT -   448.732 (meters)     1472.21  (feet) ADJUSTED
 AE5802  ______________________________________________________________________
 AE5802  GEOID HEIGHT    -        -24.081 (meters)                     GEOID18
 AE5802  DYNAMIC HEIGHT  -        448.668 (meters)     1472.00  (feet) COMP
 AE5802  MODELED GRAVITY -    980,461.5   (mgal)                       NAVD 88
 AE5802
 AE5802  VERT ORDER      -  FIRST     CLASS II
 AE5802
 AE5802.The horizontal coordinates were scaled from a map and have
 AE5802.an estimated accuracy of +/- 6 seconds.
 AE5802
 AE5802.The orthometric height was determined by differential leveling and
 AE5802.adjusted by the NATIONAL GEODETIC SURVEY
 AE5802.in July 1998.
 AE5802
 AE5802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5802.GEOID18 height accuracy estimate available here.
 AE5802
 AE5802.Click photographs - Photos may exist for this station.
 AE5802
 AE5802.The dynamic height is computed by dividing the NAVD 88
 AE5802.geopotential number by the normal gravity value computed on the
 AE5802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5802.degrees latitude (g = 980.6199 gals.).
 AE5802
 AE5802.The modeled gravity was interpolated from observed gravity values.
 AE5802
 AE5802;                    North         East    Units  Estimated Accuracy
 AE5802;SPC SD N     -   113,440.      679,990.      MT  (+/- 180 meters Scaled)
 AE5802
 AE5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009662(NAD 83)
 AE5802
 AE5802                          SUPERSEDED SURVEY CONTROL
 AE5802
 AE5802.No superseded survey control is available for this station.
 AE5802
 AE5802_MARKER: I = METAL ROD
 AE5802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5802_STAMPING: T 470 1996
 AE5802_MARK LOGO: NGS
 AE5802_PROJECTION: FLUSH
 AE5802_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5802+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5802_ROD/PIPE-DEPTH: 7.0 meters
 AE5802_SLEEVE-DEPTH  : 0.9 meters
 AE5802
 AE5802  HISTORY     - Date     Condition        Report By
 AE5802  HISTORY     - 1996     MONUMENTED       NGS
 AE5802
 AE5802                          STATION DESCRIPTION
 AE5802
 AE5802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5802'36.8 KM (22.85 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5802'OFFICE IN MILLER, 643.0 M (2109.6 FT) SOUTH OF MILEPOST 134, 16.4 M
 AE5802'(53.8 FT) EAST OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) SOUTH OF THE
 AE5802'CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 AE5802'THE HIGHWAY, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE.
 AE5802'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5802'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4114 ***********************************************************************
 AE4114  DESIGNATION -  T 471
 AE4114  PID         -  AE4114
 AE4114  STATE/COUNTY-  SD/POTTER
 AE4114  COUNTRY     -  US
 AE4114  USGS QUAD   -  SENECA SW (2017)
 AE4114
 AE4114                         *CURRENT SURVEY CONTROL
 AE4114  ______________________________________________________________________
 AE4114* NAD 83(1986) POSITION- 45 03 25.     (N) 099 42 57.     (W)   SCALED
 AE4114* NAVD 88 ORTHO HEIGHT -   627.856 (meters)     2059.89  (feet) ADJUSTED
 AE4114  ______________________________________________________________________
 AE4114  GEOID HEIGHT    -        -22.587 (meters)                     GEOID18
 AE4114  DYNAMIC HEIGHT  -        627.768 (meters)     2059.60  (feet) COMP
 AE4114  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 AE4114
 AE4114  VERT ORDER      -  FIRST     CLASS II
 AE4114
 AE4114.The horizontal coordinates were scaled from a map and have
 AE4114.an estimated accuracy of +/- 6 seconds.
 AE4114
 AE4114.The orthometric height was determined by differential leveling and
 AE4114.adjusted by the NATIONAL GEODETIC SURVEY
 AE4114.in July 1998.
 AE4114
 AE4114.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4114.GEOID18 height accuracy estimate available here.
 AE4114
 AE4114.Click photographs - Photos may exist for this station.
 AE4114
 AE4114.The dynamic height is computed by dividing the NAVD 88
 AE4114.geopotential number by the normal gravity value computed on the
 AE4114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4114.degrees latitude (g = 980.6199 gals.).
 AE4114
 AE4114.The modeled gravity was interpolated from observed gravity values.
 AE4114
 AE4114;                    North         East    Units  Estimated Accuracy
 AE4114;SPC SD N     -   136,010.      622,380.      MT  (+/- 180 meters Scaled)
 AE4114
 AE4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ436895(NAD 83)
 AE4114
 AE4114                          SUPERSEDED SURVEY CONTROL
 AE4114
 AE4114.No superseded survey control is available for this station.
 AE4114
 AE4114_MARKER: I = METAL ROD
 AE4114_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4114_STAMPING: T 471 1996
 AE4114_MARK LOGO: NGS
 AE4114_PROJECTION: FLUSH
 AE4114_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4114+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4114_ROD/PIPE-DEPTH: 6.3 meters
 AE4114_SLEEVE-DEPTH  : 0.9 meters
 AE4114
 AE4114  HISTORY     - Date     Condition        Report By
 AE4114  HISTORY     - 1996     MONUMENTED       NGS
 AE4114  HISTORY     - 20120613 GOOD             INDIV
 AE4114
 AE4114                          STATION DESCRIPTION
 AE4114
 AE4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4114'20.2 KM (12.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4114'OF EXENE STREET IN GETTYSBURG, 93.0 M (305.1 FT) WEST OF MILEPOST 238,
 AE4114'30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) EAST
 AE4114'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.9 M (3.0 FT) ABOVE THE
 AE4114'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND
 AE4114'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4114'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4114
 AE4114                          STATION RECOVERY (2012)
 AE4114
 AE4114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0527 ***********************************************************************
 PS0527  DESIGNATION -  T 49
 PS0527  PID         -  PS0527
 PS0527  STATE/COUNTY-  SD/HUGHES
 PS0527  COUNTRY     -  US
 PS0527  USGS QUAD   -  BLUNT SE (2017)
 PS0527
 PS0527                         *CURRENT SURVEY CONTROL
 PS0527  ______________________________________________________________________
 PS0527* NAD 83(1986) POSITION- 44 31 31.     (N) 099 48 19.     (W)   SCALED
 PS0527* NAVD 88 ORTHO HEIGHT -   527.628 (meters)     1731.06  (feet) ADJUSTED
 PS0527  ______________________________________________________________________
 PS0527  GEOID HEIGHT    -        -23.558 (meters)                     GEOID18
 PS0527  DYNAMIC HEIGHT  -        527.526 (meters)     1730.72  (feet) COMP
 PS0527  MODELED GRAVITY -    980,407.2   (mgal)                       NAVD 88
 PS0527
 PS0527  VERT ORDER      -  SECOND    CLASS 0
 PS0527
 PS0527.The horizontal coordinates were scaled from a map and have
 PS0527.an estimated accuracy of +/- 6 seconds.
 PS0527
 PS0527.The orthometric height was determined by differential leveling and
 PS0527.adjusted by the NATIONAL GEODETIC SURVEY
 PS0527.in June 1991.
 PS0527
 PS0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0527.GEOID18 height accuracy estimate available here.
 PS0527
 PS0527.Click photographs - Photos may exist for this station.
 PS0527
 PS0527.The dynamic height is computed by dividing the NAVD 88
 PS0527.geopotential number by the normal gravity value computed on the
 PS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0527.degrees latitude (g = 980.6199 gals.).
 PS0527
 PS0527.The modeled gravity was interpolated from observed gravity values.
 PS0527
 PS0527;                    North         East    Units  Estimated Accuracy
 PS0527;SPC SD S     -   243,650.      641,980.      MT  (+/- 180 meters Scaled)
 PS0527
 PS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ360305(NAD 83)
 PS0527
 PS0527                          SUPERSEDED SURVEY CONTROL
 PS0527
 PS0527  NGVD 29 (??/??/92)  527.273  (m)         1729.89   (f) ADJ UNCH    2 0
 PS0527
 PS0527.Superseded values are not recommended for survey control.
 PS0527
 PS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0527.See file dsdata.pdf to determine how the superseded data were derived.
 PS0527
 PS0527_MARKER: DB = BENCH MARK DISK
 PS0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0527_STAMPING: T 49 1934
 PS0527_MARK LOGO: CGS
 PS0527_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0527+STABILITY: SURFACE MOTION
 PS0527
 PS0527  HISTORY     - Date     Condition        Report By
 PS0527  HISTORY     - 1934     MONUMENTED       CGS
 PS0527  HISTORY     - 1966     MARK NOT FOUND   USGS
 PS0527
 PS0527                          STATION DESCRIPTION
 PS0527
 PS0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0527'3.2 MI W FROM HARROLD.
 PS0527'ABOUT 3.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0527'FROM THE STATION AT HARROLD, HUGHES COUNTY, ABOUT 6 POLES WEST
 PS0527'OF MILEPOST 443, AT A SECTION-LINE ROAD CROSSING, 97.0 FEET
 PS0527'NORTH OF THE NORTH RAIL, 50.5 FEET WEST OF THE CENTER LINE OF
 PS0527'THE ROAD, 18 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, 0.6 FOOT
 PS0527'SOUTH OF A WHITE REFERENCE POST, AND ABOUT 2 FEET LOWER THAN
 PS0527'THE TRACK.  A STANDARD DISK, STAMPED T 49 1934 AND SET IN THE
 PS0527'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 PS0527
 PS0527                          STATION RECOVERY (1966)
 PS0527
 PS0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PS0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0341 ***********************************************************************
 OQ0341  DESIGNATION -  T 5
 OQ0341  PID         -  OQ0341
 OQ0341  STATE/COUNTY-  SD/MINNEHAHA
 OQ0341  COUNTRY     -  US
 OQ0341  USGS QUAD   -  MONTROSE (2017)
 OQ0341
 OQ0341                         *CURRENT SURVEY CONTROL
 OQ0341  ______________________________________________________________________
 OQ0341* NAD 83(1986) POSITION- 43 40 30.     (N) 097 07 44.     (W)   SCALED
 OQ0341* NAVD 88 ORTHO HEIGHT -   496.566 (meters)     1629.15  (feet) ADJUSTED
 OQ0341  ______________________________________________________________________
 OQ0341  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 OQ0341  DYNAMIC HEIGHT  -        496.436 (meters)     1628.72  (feet) COMP
 OQ0341  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 OQ0341
 OQ0341  VERT ORDER      -  FIRST     CLASS II
 OQ0341
 OQ0341.The horizontal coordinates were scaled from a map and have
 OQ0341.an estimated accuracy of +/- 6 seconds.
 OQ0341
 OQ0341.The orthometric height was determined by differential leveling and
 OQ0341.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0341.in June 1991.
 OQ0341
 OQ0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0341.GEOID18 height accuracy estimate available here.
 OQ0341
 OQ0341.Click photographs - Photos may exist for this station.
 OQ0341
 OQ0341.The dynamic height is computed by dividing the NAVD 88
 OQ0341.geopotential number by the normal gravity value computed on the
 OQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0341.degrees latitude (g = 980.6199 gals.).
 OQ0341
 OQ0341.The modeled gravity was interpolated from observed gravity values.
 OQ0341
 OQ0341;                    North         East    Units  Estimated Accuracy
 OQ0341;SPC SD S     -   154,030.      858,330.      MT  (+/- 180 meters Scaled)
 OQ0341
 OQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP508374(NAD 83)
 OQ0341
 OQ0341                          SUPERSEDED SURVEY CONTROL
 OQ0341
 OQ0341  NGVD 29 (??/??/92)  496.266  (m)         1628.17   (f) ADJ UNCH    1 2
 OQ0341
 OQ0341.Superseded values are not recommended for survey control.
 OQ0341
 OQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0341.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0341
 OQ0341_MARKER: DB = BENCH MARK DISK
 OQ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0341_STAMPING: 1628.166 T 5 1925
 OQ0341_MARK LOGO: CGS
 OQ0341_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0341+STABILITY: SURFACE MOTION
 OQ0341
 OQ0341  HISTORY     - Date     Condition        Report By
 OQ0341  HISTORY     - 1925     MONUMENTED       CGS
 OQ0341  HISTORY     - 1941     GOOD             CGS
 OQ0341
 OQ0341                          STATION DESCRIPTION
 OQ0341
 OQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0341'3 MI SE FROM MONTROSE.
 OQ0341'IN MINNEHAHA COUNTY, ABOUT 3 MILES SOUTHEAST ALONG THE CHICAGO,
 OQ0341'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM MONTROSE, MC COOK
 OQ0341'COUNTY, ABOUT 8 RAILS NORTHWEST OF MILEPOST T 83, AT A ROAD
 OQ0341'CROSSING, ABOUT 39 FEET NORTHEAST OF THE CROSSING, 37 FEET
 OQ0341'NORTHEAST OF THE CENTER LINE OF THE TRACK, 33 FEET EAST OF THE
 OQ0341'CENTER LINE OF THE ROAD, 12 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 OQ0341'FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 OQ0341'1628.166 T 5 1925 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0341'ABOUT 1 INCH ABOVE GROUND.  NOTE-- THE CHICAGO, ST. PAUL,
 OQ0341'MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0341
 OQ0341                          STATION RECOVERY (1941)
 OQ0341
 OQ0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OQ0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0305 ***********************************************************************
 PS0305  DESIGNATION -  T 50
 PS0305  PID         -  PS0305
 PS0305  STATE/COUNTY-  SD/HAND
 PS0305  COUNTRY     -  US
 PS0305  USGS QUAD   -  REE HEIGHTS SE (2017)
 PS0305
 PS0305                         *CURRENT SURVEY CONTROL
 PS0305  ______________________________________________________________________
 PS0305* NAD 83(1986) POSITION- 44 30 56.52   (N) 099 02 40.10   (W)   HD_HELD1
 PS0305* NAVD 88 ORTHO HEIGHT -   491.982 (meters)     1614.11  (feet) ADJUSTED
 PS0305  ______________________________________________________________________
 PS0305  GEOID HEIGHT    -        -24.380 (meters)                     GEOID18
 PS0305  DYNAMIC HEIGHT  -        491.888 (meters)     1613.80  (feet) COMP
 PS0305  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 PS0305
 PS0305  VERT ORDER      -  SECOND    CLASS 0
 PS0305
 PS0305.The horizontal coordinates were determined by differentially corrected
 PS0305.hand held GPS observations or other comparable positioning techniques
 PS0305.and have an estimated accuracy of +/- 3 meters.
 PS0305
 PS0305.The orthometric height was determined by differential leveling and
 PS0305.adjusted by the NATIONAL GEODETIC SURVEY
 PS0305.in June 1991.
 PS0305
 PS0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0305.GEOID18 height accuracy estimate available here.
 PS0305
 PS0305.Click photographs - Photos may exist for this station.
 PS0305
 PS0305.The dynamic height is computed by dividing the NAVD 88
 PS0305.geopotential number by the normal gravity value computed on the
 PS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0305.degrees latitude (g = 980.6199 gals.).
 PS0305
 PS0305.The modeled gravity was interpolated from observed gravity values.
 PS0305
 PS0305;                    North         East    Units  Estimated Accuracy
 PS0305;SPC SD N     -    76,274.6     675,969.2     MT  (+/- 3 meters HH1 GPS) 
 PS0305
 PS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9646529154(NAD 83)
 PS0305
 PS0305                          SUPERSEDED SURVEY CONTROL
 PS0305
 PS0305  NGVD 29 (??/??/92)  491.650  (m)         1613.02   (f) ADJ UNCH    2 0
 PS0305
 PS0305.Superseded values are not recommended for survey control.
 PS0305
 PS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0305.See file dsdata.pdf to determine how the superseded data were derived.
 PS0305
 PS0305_MARKER: DB = BENCH MARK DISK
 PS0305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0305_SP_SET: CULVERT HEADWALL
 PS0305_STAMPING: T 50 1934
 PS0305_MARK LOGO: CGS
 PS0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0305+STABILITY: SURFACE MOTION
 PS0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0305+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0305
 PS0305  HISTORY     - Date     Condition        Report By
 PS0305  HISTORY     - 1934     MONUMENTED       CGS
 PS0305  HISTORY     - 19941102 GOOD             NGS
 PS0305
 PS0305                          STATION DESCRIPTION
 PS0305
 PS0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0305'2.8 MI W FROM MILLER.
 PS0305'ABOUT 2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0305'FROM THE CITY WATER TANK AT MILLER, HAND COUNTY, ABOUT 11 POLES
 PS0305'EAST OF MILEPOST 406, AT A CROSS ROAD, IN THE CENTER OF THE TOP
 PS0305'OF THE WEST CONCRETE HEAD WALL OF A ROAD CULVERT, ABOUT 200 FEET
 PS0305'SOUTH OF THE CENTER LINE OF THE TRACK, 27 FEET NORTH OF THE
 PS0305'CENTER LINE OF U.S. HIGHWAY 14, AND ABOUT 2 FEET LOWER THAN THE
 PS0305'TRACK.  A STANDARD DISK, STAMPED T 50 1934.
 PS0305
 PS0305                          STATION RECOVERY (1994)
 PS0305
 PS0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0305'5.6 KM (3.45 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0305'IN MILLER, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG A GRAVELED ROAD, IN
 PS0305'TOP OF AND 0.7 M (2.3 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 PS0305'HEADWALL OF A CULVERT, 60.0 M (196.8 FT) SOUTH OF THE NEAR RAIL OF THE
 PS0305'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 8.4 M (27.6 FT) NORTH OF THE
 PS0305'CENTER OF A GRAVELED ROAD, 7.0 M (23.0 FT) WEST OF THE ROAD CENTER,
 PS0305'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0090 ***********************************************************************
 PS0090  DESIGNATION -  T 51
 PS0090  PID         -  PS0090
 PS0090  STATE/COUNTY-  SD/BEADLE
 PS0090  COUNTRY     -  US
 PS0090  USGS QUAD   -  WOLSEY (2017)
 PS0090
 PS0090                         *CURRENT SURVEY CONTROL
 PS0090  ______________________________________________________________________
 PS0090* NAD 83(1986) POSITION- 44 23 42.     (N) 098 22 37.     (W)   SCALED
 PS0090* NAVD 88 ORTHO HEIGHT -   405.560 (meters)     1330.57  (feet) ADJUSTED
 PS0090  ______________________________________________________________________
 PS0090  GEOID HEIGHT    -        -24.978 (meters)                     GEOID18
 PS0090  DYNAMIC HEIGHT  -        405.490 (meters)     1330.35  (feet) COMP
 PS0090  MODELED GRAVITY -    980,434.3   (mgal)                       NAVD 88
 PS0090
 PS0090  VERT ORDER      -  SECOND    CLASS 0
 PS0090
 PS0090.The horizontal coordinates were scaled from a map and have
 PS0090.an estimated accuracy of +/- 6 seconds.
 PS0090
 PS0090.The orthometric height was determined by differential leveling and
 PS0090.adjusted by the NATIONAL GEODETIC SURVEY
 PS0090.in June 1991.
 PS0090
 PS0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0090.GEOID18 height accuracy estimate available here.
 PS0090
 PS0090.Click photographs - Photos may exist for this station.
 PS0090
 PS0090.The dynamic height is computed by dividing the NAVD 88
 PS0090.geopotential number by the normal gravity value computed on the
 PS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0090.degrees latitude (g = 980.6199 gals.).
 PS0090
 PS0090.The modeled gravity was interpolated from observed gravity values.
 PS0090
 PS0090;                    North         East    Units  Estimated Accuracy
 PS0090;SPC SD N     -    63,710.      729,300.      MT  (+/- 180 meters Scaled)
 PS0090
 PS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ496159(NAD 83)
 PS0090
 PS0090                          SUPERSEDED SURVEY CONTROL
 PS0090
 PS0090  NGVD 29 (??/??/92)  405.267  (m)         1329.61   (f) ADJ UNCH    2 0
 PS0090
 PS0090.Superseded values are not recommended for survey control.
 PS0090
 PS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0090.See file dsdata.pdf to determine how the superseded data were derived.
 PS0090
 PS0090_MARKER: DB = BENCH MARK DISK
 PS0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0090_STAMPING: T 51 1934
 PS0090_MARK LOGO: CGS
 PS0090_PROJECTION: FLUSH
 PS0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0090+STABILITY: SURFACE MOTION
 PS0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0090+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0090
 PS0090  HISTORY     - Date     Condition        Report By
 PS0090  HISTORY     - 1934     MONUMENTED       CGS
 PS0090  HISTORY     - 19941102 GOOD             NGS
 PS0090  HISTORY     - 19950101 GOOD             SDDENR
 PS0090
 PS0090                          STATION DESCRIPTION
 PS0090
 PS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0090'5 MI E FROM WOLSEY.
 PS0090'ABOUT 5.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0090'FROM THE POST OFFICE AT WOLSEY, BEADLE COUNTY, ABOUT 4 POLES
 PS0090'WEST OF MILEPOST 371, AT A ROAD CROSSING, 42 FEET EAST OF THE
 PS0090'CENTER LINE OF THE ROAD, ABOUT 100 FEET NORTH OF THE CENTER LINE
 PS0090'OF THE TRACK, 18 INCHES SOUTH OF THE RIGHT-OF-WAY FENCE, 12 FEET
 PS0090'EAST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT LEVEL WITH THE
 PS0090'TRACK.  A STANDARD DISK, STAMPED T 51 1934 AND SET IN THE TOP
 PS0090'OF A CONCRETE POST.
 PS0090
 PS0090                          STATION RECOVERY (1994)
 PS0090
 PS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0090'13.5 KM (8.40 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0090'STATE HIGHWAY 37 IN HURON, THENCE 2.7 KM (1.65 MI) NORTHERLY ALONG A
 PS0090'GRAVELED ROAD, 29.5 M (96.8 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA,
 PS0090'MINNESOTA AND EASTERN RAILROAD, 14.0 M (45.9 FT) EAST OF THE ROAD
 PS0090'CENTER, 5.3 M (17.4 FT) SOUTHEAST OF A UTILITY POLE, 0.8 M (2.6 FT)
 PS0090'SOUTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, AND THE
 PS0090'MONUMENT PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.
 PS0090
 PS0090                          STATION RECOVERY (1995)
 PS0090
 PS0090'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0090'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0571 ***********************************************************************
 PR0571  DESIGNATION -  T 52
 PR0571  PID         -  PR0571
 PR0571  STATE/COUNTY-  SD/KINGSBURY
 PR0571  COUNTRY     -  US
 PR0571  USGS QUAD   -  DE SMET (2017)
 PR0571
 PR0571                         *CURRENT SURVEY CONTROL
 PR0571  ______________________________________________________________________
 PR0571* NAD 83(1986) POSITION- 44 23 08.     (N) 097 36 44.     (W)   SCALED
 PR0571* NAVD 88 ORTHO HEIGHT -   524.902 (meters)     1722.12  (feet) ADJUSTED
 PR0571  ______________________________________________________________________
 PR0571  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 PR0571  DYNAMIC HEIGHT  -        524.803 (meters)     1721.79  (feet) COMP
 PR0571  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 PR0571
 PR0571  VERT ORDER      -  SECOND    CLASS 0
 PR0571
 PR0571.The horizontal coordinates were scaled from a map and have
 PR0571.an estimated accuracy of +/- 6 seconds.
 PR0571
 PR0571.The orthometric height was determined by differential leveling and
 PR0571.adjusted by the NATIONAL GEODETIC SURVEY
 PR0571.in June 1991.
 PR0571
 PR0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0571.GEOID18 height accuracy estimate available here.
 PR0571
 PR0571.Click photographs - Photos may exist for this station.
 PR0571
 PR0571.The dynamic height is computed by dividing the NAVD 88
 PR0571.geopotential number by the normal gravity value computed on the
 PR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0571.degrees latitude (g = 980.6199 gals.).
 PR0571
 PR0571.The modeled gravity was interpolated from observed gravity values.
 PR0571
 PR0571;                    North         East    Units  Estimated Accuracy
 PR0571;SPC SD N     -    64,170.      790,240.      MT  (+/- 180 meters Scaled)
 PR0571
 PR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ105156(NAD 83)
 PR0571
 PR0571                          SUPERSEDED SURVEY CONTROL
 PR0571
 PR0571  NGVD 29 (??/??/92)  524.601  (m)         1721.13   (f) ADJ UNCH    2 0
 PR0571
 PR0571.Superseded values are not recommended for survey control.
 PR0571
 PR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0571.See file dsdata.pdf to determine how the superseded data were derived.
 PR0571
 PR0571_MARKER: DB = BENCH MARK DISK
 PR0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0571_STAMPING: T 52 1934
 PR0571_MARK LOGO: CGS
 PR0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0571+STABILITY: SURFACE MOTION
 PR0571
 PR0571  HISTORY     - Date     Condition        Report By
 PR0571  HISTORY     - 1934     MONUMENTED       CGS
 PR0571  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0571
 PR0571                          STATION DESCRIPTION
 PR0571
 PR0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0571'3.5 MI W FROM DE SMET.
 PR0571'ABOUT 3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 PR0571'RAILWAY FROM THE STATION AT DE SMET, KINGSBURY COUNTY, ABOUT
 PR0571'6 POLES EAST OF MILEPOST 333, AT A ROAD CROSSING, 31 FEET WEST
 PR0571'OF THE CENTER LINE OF THE ROAD, ABOUT 90 FEET NORTH OF THE
 PR0571'CENTER LINE OF THE TRACK, 8 FEET SOUTH OF A RIGHT-OF-WAY FENCE
 PR0571'CORNER, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0571'DISK, STAMPED T 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0571
 PR0571                          STATION RECOVERY (1971)
 PR0571
 PR0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0571'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0300 ***********************************************************************
 PR0300  DESIGNATION -  T 55
 PR0300  PID         -  PR0300
 PR0300  STATE/COUNTY-  SD/DEUEL
 PR0300  COUNTRY     -  US
 PR0300  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0300
 PR0300                         *CURRENT SURVEY CONTROL
 PR0300  ______________________________________________________________________
 PR0300* NAD 83(1986) POSITION- 44 39 52.     (N) 096 37 42.     (W)   SCALED
 PR0300* NAVD 88 ORTHO HEIGHT -   564.029 (meters)     1850.49  (feet) ADJUSTED
 PR0300  ______________________________________________________________________
 PR0300  GEOID HEIGHT    -        -25.258 (meters)                     GEOID18
 PR0300  DYNAMIC HEIGHT  -        563.939 (meters)     1850.19  (feet) COMP
 PR0300  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 PR0300
 PR0300  VERT ORDER      -  SECOND    CLASS 0
 PR0300
 PR0300.The horizontal coordinates were scaled from a map and have
 PR0300.an estimated accuracy of +/- 6 seconds.
 PR0300
 PR0300.The orthometric height was determined by differential leveling and
 PR0300.adjusted by the NATIONAL GEODETIC SURVEY
 PR0300.in June 1991.
 PR0300
 PR0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0300.GEOID18 height accuracy estimate available here.
 PR0300
 PR0300.Click photographs - Photos may exist for this station.
 PR0300
 PR0300.The dynamic height is computed by dividing the NAVD 88
 PR0300.geopotential number by the normal gravity value computed on the
 PR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0300.degrees latitude (g = 980.6199 gals.).
 PR0300
 PR0300.The modeled gravity was interpolated from observed gravity values.
 PR0300
 PR0300;                    North         East    Units  Estimated Accuracy
 PR0300;SPC SD N     -    97,920.      867,310.      MT  (+/- 180 meters Scaled)
 PR0300
 PR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ880484(NAD 83)
 PR0300
 PR0300                          SUPERSEDED SURVEY CONTROL
 PR0300
 PR0300  NGVD 29 (??/??/92)  563.770  (m)         1849.64   (f) ADJ UNCH    2 0
 PR0300
 PR0300.Superseded values are not recommended for survey control.
 PR0300
 PR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0300.See file dsdata.pdf to determine how the superseded data were derived.
 PR0300
 PR0300_MARKER: DB = BENCH MARK DISK
 PR0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0300_STAMPING: T 55 1934
 PR0300_MARK LOGO: CGS
 PR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0300+STABILITY: SURFACE MOTION
 PR0300
 PR0300  HISTORY     - Date     Condition        Report By
 PR0300  HISTORY     - 1934     MONUMENTED       CGS
 PR0300  HISTORY     - 20020602 MARK NOT FOUND   MNDT
 PR0300
 PR0300                          STATION DESCRIPTION
 PR0300
 PR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0300'AT BRANDT.
 PR0300'AT BRANDT, DEUEL COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0300'RAILWAY, ABOUT 250 FEET NORTH OF THE STATION, 37 FEET EAST OF THE
 PR0300'CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP
 PR0300'OF THE RAIL.  A STANDARD DISK, STAMPED T 55 1934 AND SET
 PR0300'IN A CONCRETE POST.
 PR0300
 PR0300                          STATION RECOVERY (2002)
 PR0300
 PR0300'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DJS)
 PR0300'MARK SEARCH FOR AND NOT FOUND. (DJS)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0631 ***********************************************************************
 PR0631  DESIGNATION -  T 56
 PR0631  PID         -  PR0631
 PR0631  STATE/COUNTY-  SD/CLARK
 PR0631  COUNTRY     -  US
 PR0631  USGS QUAD   -  VIENNA EAST (2017)
 PR0631
 PR0631                         *CURRENT SURVEY CONTROL
 PR0631  ______________________________________________________________________
 PR0631* NAD 83(1986) POSITION- 44 42 21.     (N) 097 29 57.     (W)   SCALED
 PR0631* NAVD 88 ORTHO HEIGHT -   561.478 (meters)     1842.12  (feet) ADJUSTED
 PR0631  ______________________________________________________________________
 PR0631  GEOID HEIGHT    -        -24.745 (meters)                     GEOID18
 PR0631  DYNAMIC HEIGHT  -        561.389 (meters)     1841.82  (feet) COMP
 PR0631  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 PR0631
 PR0631  VERT ORDER      -  SECOND    CLASS 0
 PR0631
 PR0631.The horizontal coordinates were scaled from a map and have
 PR0631.an estimated accuracy of +/- 6 seconds.
 PR0631
 PR0631.The orthometric height was determined by differential leveling and
 PR0631.adjusted by the NATIONAL GEODETIC SURVEY
 PR0631.in June 1991.
 PR0631
 PR0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0631.GEOID18 height accuracy estimate available here.
 PR0631
 PR0631.Click photographs - Photos may exist for this station.
 PR0631
 PR0631.The dynamic height is computed by dividing the NAVD 88
 PR0631.geopotential number by the normal gravity value computed on the
 PR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0631.degrees latitude (g = 980.6199 gals.).
 PR0631
 PR0631.The modeled gravity was interpolated from observed gravity values.
 PR0631
 PR0631;                    North         East    Units  Estimated Accuracy
 PR0631;SPC SD N     -   100,020.      798,150.      MT  (+/- 180 meters Scaled)
 PR0631
 PR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ188513(NAD 83)
 PR0631
 PR0631                          SUPERSEDED SURVEY CONTROL
 PR0631
 PR0631  NGVD 29 (??/??/92)  561.190  (m)         1841.17   (f) ADJ UNCH    2 0
 PR0631
 PR0631.Superseded values are not recommended for survey control.
 PR0631
 PR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0631.See file dsdata.pdf to determine how the superseded data were derived.
 PR0631
 PR0631_MARKER: DB = BENCH MARK DISK
 PR0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0631_SP_SET: BUILDING
 PR0631_STAMPING: T 56 1934
 PR0631_MARK LOGO: CGS
 PR0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0631
 PR0631  HISTORY     - Date     Condition        Report By
 PR0631  HISTORY     - 1934     MONUMENTED       CGS
 PR0631
 PR0631                          STATION DESCRIPTION
 PR0631
 PR0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0631'AT VIENNA.
 PR0631'AT VIENNA, CLARK COUNTY, AT THE SCHOOL, IN THE BRICK WALL, 10
 PR0631'FEET SOUTH OF THE EAST MAIN ENTRANCE, AND ABOUT 3-1/2 FEET ABOVE
 PR0631'GROUND.  A STANDARD DISK, STAMPED T 56 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0271 ***********************************************************************
 QQ0271  DESIGNATION -  T 57
 QQ0271  PID         -  QQ0271
 QQ0271  STATE/COUNTY-  SD/DAY
 QQ0271  COUNTRY     -  US
 QQ0271  USGS QUAD   -  LILY (2017)
 QQ0271
 QQ0271                         *CURRENT SURVEY CONTROL
 QQ0271  ______________________________________________________________________
 QQ0271* NAD 83(1986) POSITION- 45 14 23.     (N) 097 42 09.     (W)   SCALED
 QQ0271* NAVD 88 ORTHO HEIGHT -   557.562 (meters)     1829.27  (feet) ADJUSTED
 QQ0271  ______________________________________________________________________
 QQ0271  GEOID HEIGHT    -        -24.757 (meters)                     GEOID18
 QQ0271  DYNAMIC HEIGHT  -        557.495 (meters)     1829.05  (feet) COMP
 QQ0271  MODELED GRAVITY -    980,479.3   (mgal)                       NAVD 88
 QQ0271
 QQ0271  VERT ORDER      -  SECOND    CLASS 0
 QQ0271
 QQ0271.The horizontal coordinates were scaled from a map and have
 QQ0271.an estimated accuracy of +/- 6 seconds.
 QQ0271
 QQ0271.The orthometric height was determined by differential leveling and
 QQ0271.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0271.in June 1991.
 QQ0271
 QQ0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0271.GEOID18 height accuracy estimate available here.
 QQ0271
 QQ0271.Click photographs - Photos may exist for this station.
 QQ0271
 QQ0271.The dynamic height is computed by dividing the NAVD 88
 QQ0271.geopotential number by the normal gravity value computed on the
 QQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0271.degrees latitude (g = 980.6199 gals.).
 QQ0271
 QQ0271.The modeled gravity was interpolated from observed gravity values.
 QQ0271
 QQ0271;                    North         East    Units  Estimated Accuracy
 QQ0271;SPC SD N     -   158,840.      780,360.      MT  (+/- 180 meters Scaled)
 QQ0271
 QQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR018103(NAD 83)
 QQ0271
 QQ0271                          SUPERSEDED SURVEY CONTROL
 QQ0271
 QQ0271  NGVD 29 (??/??/92)  557.258  (m)         1828.27   (f) ADJ UNCH    2 0
 QQ0271
 QQ0271.Superseded values are not recommended for survey control.
 QQ0271
 QQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0271.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0271
 QQ0271_MARKER: DB = BENCH MARK DISK
 QQ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0271_STAMPING: T 57 1934
 QQ0271_MARK LOGO: CGS
 QQ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0271+STABILITY: SURFACE MOTION
 QQ0271
 QQ0271  HISTORY     - Date     Condition        Report By
 QQ0271  HISTORY     - 1934     MONUMENTED       CGS
 QQ0271  HISTORY     - 1973     GOOD             USGS
 QQ0271
 QQ0271                          STATION DESCRIPTION
 QQ0271
 QQ0271'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QQ0271'1.5 MI S FROM BUTLER.
 QQ0271'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0271'AND PACIFIC RAILROAD FROM BUTLER, DAY COUNTY, ABOUT 6 POLES NORTH
 QQ0271'OF MILEPOST 95, 40 FEET SOUTHWEST OF A ROAD CROSSING 29 FEET
 QQ0271'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 QQ0271'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 57 1934 AND
 QQ0271'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0010 ***********************************************************************
 PS0010  DESIGNATION -  T 58
 PS0010  PID         -  PS0010
 PS0010  STATE/COUNTY-  SD/SPINK
 PS0010  COUNTRY     -  US
 PS0010  USGS QUAD   -  DOLAND (2017)
 PS0010
 PS0010                         *CURRENT SURVEY CONTROL
 PS0010  ______________________________________________________________________
 PS0010* NAD 83(1986) POSITION- 44 53 55.     (N) 098 03 08.     (W)   SCALED
 PS0010* NAVD 88 ORTHO HEIGHT -   419.657 (meters)     1376.82  (feet) ADJUSTED
 PS0010  ______________________________________________________________________
 PS0010  GEOID HEIGHT    -        -24.474 (meters)                     GEOID18
 PS0010  DYNAMIC HEIGHT  -        419.610 (meters)     1376.67  (feet) COMP
 PS0010  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 PS0010
 PS0010  VERT ORDER      -  SECOND    CLASS 0
 PS0010
 PS0010.The horizontal coordinates were scaled from a map and have
 PS0010.an estimated accuracy of +/- 6 seconds.
 PS0010
 PS0010.The orthometric height was determined by differential leveling and
 PS0010.adjusted by the NATIONAL GEODETIC SURVEY
 PS0010.in June 1991.
 PS0010
 PS0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0010.GEOID18 height accuracy estimate available here.
 PS0010
 PS0010.Click photographs - Photos may exist for this station.
 PS0010
 PS0010.The dynamic height is computed by dividing the NAVD 88
 PS0010.geopotential number by the normal gravity value computed on the
 PS0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0010.degrees latitude (g = 980.6199 gals.).
 PS0010
 PS0010.The modeled gravity was interpolated from observed gravity values.
 PS0010
 PS0010;                    North         East    Units  Estimated Accuracy
 PS0010;SPC SD N     -   120,230.      753,820.      MT  (+/- 180 meters Scaled)
 PS0010
 PS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ748721(NAD 83)
 PS0010
 PS0010                          SUPERSEDED SURVEY CONTROL
 PS0010
 PS0010  NGVD 29 (??/??/92)  419.377  (m)         1375.91   (f) ADJ UNCH    2 0
 PS0010
 PS0010.Superseded values are not recommended for survey control.
 PS0010
 PS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0010.See file dsdata.pdf to determine how the superseded data were derived.
 PS0010
 PS0010_MARKER: DB = BENCH MARK DISK
 PS0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0010_STAMPING: T 58 1934
 PS0010_MARK LOGO: CGS
 PS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0010+STABILITY: SURFACE MOTION
 PS0010
 PS0010  HISTORY     - Date     Condition        Report By
 PS0010  HISTORY     - 1934     MONUMENTED       CGS
 PS0010
 PS0010                          STATION DESCRIPTION
 PS0010
 PS0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0010'2.3 MI E FROM DOLAND.
 PS0010'ABOUT 2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0010'FROM DOLAND, SPINK COUNTY, AT MILEPOST 367, 35 FEET NORTH OF THE
 PS0010'CENTER LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 PS0010'A STANDARD DISK, STAMPED T 58 1934 AND SET IN THE TOP OF A
 PS0010'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0072 ***********************************************************************
 QR0072  DESIGNATION -  T 59
 QR0072  PID         -  QR0072
 QR0072  STATE/COUNTY-  SD/SPINK
 QR0072  COUNTRY     -  US
 QR0072  USGS QUAD   -  GALLUP (2017)
 QR0072
 QR0072                         *CURRENT SURVEY CONTROL
 QR0072  ______________________________________________________________________
 QR0072* NAD 83(1986) POSITION- 45 04 16.97   (N) 098 29 44.40   (W)   HD_HELD1
 QR0072* NAVD 88 ORTHO HEIGHT -   395.057 (meters)     1296.12  (feet) ADJUSTED
 QR0072  ______________________________________________________________________
 QR0072  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 QR0072  DYNAMIC HEIGHT  -        395.017 (meters)     1295.98  (feet) COMP
 QR0072  MODELED GRAVITY -    980,504.6   (mgal)                       NAVD 88
 QR0072
 QR0072  VERT ORDER      -  SECOND    CLASS 0
 QR0072
 QR0072.The horizontal coordinates were determined by differentially corrected
 QR0072.hand held GPS observations or other comparable positioning techniques
 QR0072.and have an estimated accuracy of +/- 3 meters.
 QR0072
 QR0072.The orthometric height was determined by differential leveling and
 QR0072.adjusted by the NATIONAL GEODETIC SURVEY
 QR0072.in June 1991.
 QR0072
 QR0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0072.GEOID18 height accuracy estimate available here.
 QR0072
 QR0072.Click photographs - Photos may exist for this station.
 QR0072
 QR0072.The dynamic height is computed by dividing the NAVD 88
 QR0072.geopotential number by the normal gravity value computed on the
 QR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0072.degrees latitude (g = 980.6199 gals.).
 QR0072
 QR0072.The modeled gravity was interpolated from observed gravity values.
 QR0072
 QR0072;                    North         East    Units  Estimated Accuracy
 QR0072;SPC SD N     -   138,675.4     718,450.5     MT  (+/- 3 meters HH1 GPS) 
 QR0072
 QR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3969991003(NAD 83)
 QR0072
 QR0072                          SUPERSEDED SURVEY CONTROL
 QR0072
 QR0072  NGVD 29 (??/??/92)  394.767  (m)         1295.16   (f) ADJ UNCH    2 0
 QR0072
 QR0072.Superseded values are not recommended for survey control.
 QR0072
 QR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0072.See file dsdata.pdf to determine how the superseded data were derived.
 QR0072
 QR0072_MARKER: DB = BENCH MARK DISK
 QR0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0072_STAMPING: T 59 1934
 QR0072_MARK LOGO: CGS
 QR0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0072+STABILITY: SURFACE MOTION
 QR0072
 QR0072  HISTORY     - Date     Condition        Report By
 QR0072  HISTORY     - 1934     MONUMENTED       CGS
 QR0072
 QR0072                          STATION DESCRIPTION
 QR0072
 QR0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0072'AT GALLUP.
 QR0072'AT GALLUP, SPINK COUNTY, 90 FEET NORTH OF THE GRADE CROSSING
 QR0072'NORTH OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QR0072'STATION, 40 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 QR0072'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T
 QR0072'59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0007 ***********************************************************************
 OR0007  DESIGNATION -  T 6
 OR0007  PID         -  OR0007
 OR0007  STATE/COUNTY-  SD/DAVISON
 OR0007  COUNTRY     -  US
 OR0007  USGS QUAD   -  MITCHELL (2017)
 OR0007
 OR0007                         *CURRENT SURVEY CONTROL
 OR0007  ______________________________________________________________________
 OR0007* NAD 83(1986) POSITION- 43 42 42.     (N) 098 01 31.     (W)   SCALED
 OR0007* NAVD 88 ORTHO HEIGHT -   398.052 (meters)     1305.94  (feet) ADJUSTED
 OR0007  ______________________________________________________________________
 OR0007  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 OR0007  DYNAMIC HEIGHT  -        397.954 (meters)     1305.62  (feet) COMP
 OR0007  MODELED GRAVITY -    980,360.2   (mgal)                       NAVD 88
 OR0007
 OR0007  VERT ORDER      -  FIRST     CLASS II
 OR0007
 OR0007.The horizontal coordinates were scaled from a map and have
 OR0007.an estimated accuracy of +/- 6 seconds.
 OR0007
 OR0007.The orthometric height was determined by differential leveling and
 OR0007.adjusted by the NATIONAL GEODETIC SURVEY
 OR0007.in June 1991.
 OR0007
 OR0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0007.GEOID18 height accuracy estimate available here.
 OR0007
 OR0007.Click photographs - Photos may exist for this station.
 OR0007
 OR0007.The dynamic height is computed by dividing the NAVD 88
 OR0007.geopotential number by the normal gravity value computed on the
 OR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0007.degrees latitude (g = 980.6199 gals.).
 OR0007
 OR0007.The modeled gravity was interpolated from observed gravity values.
 OR0007
 OR0007;                    North         East    Units  Estimated Accuracy
 OR0007;SPC SD S     -   155,710.      785,970.      MT  (+/- 180 meters Scaled)
 OR0007
 OR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP785403(NAD 83)
 OR0007
 OR0007                          SUPERSEDED SURVEY CONTROL
 OR0007
 OR0007  NGVD 29 (??/??/92)  397.756  (m)         1304.97   (f) ADJ UNCH    1 2
 OR0007
 OR0007.Superseded values are not recommended for survey control.
 OR0007
 OR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0007.See file dsdata.pdf to determine how the superseded data were derived.
 OR0007
 OR0007_MARKER: DB = BENCH MARK DISK
 OR0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0007_SP_SET: BUILDING WALL
 OR0007_STAMPING: T 6 1925
 OR0007_MARK LOGO: CGS
 OR0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0007
 OR0007  HISTORY     - Date     Condition        Report By
 OR0007  HISTORY     - 1925     MONUMENTED       CGS
 OR0007  HISTORY     - 1935     GOOD             CGS
 OR0007  HISTORY     - 19910617 MARK NOT FOUND   NGS
 OR0007
 OR0007                          STATION DESCRIPTION
 OR0007
 OR0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0007'AT MITCHELL.
 OR0007'AT MITCHELL, DAVISON COUNTY, ON THE EAST SIDE OF MAIN STREET,
 OR0007'AT THE NORTHWEST CORNER OF THE COMMERCIAL TRUST AND SAVINGS
 OR0007'BANK BUILDING, AND IN THE NORTH FACE OF THE CORNER STONE.  A
 OR0007'STANDARD DISK, STAMPED T 6 1925 AND SET VERTICALLY.
 OR0007
 OR0007                          STATION RECOVERY (1935)
 OR0007
 OR0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0007'RECOVERED IN GOOD CONDITION.
 OR0007
 OR0007                          STATION RECOVERY (1991)
 OR0007
 OR0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0007'THE BUILDING AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 OR0007'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0004 ***********************************************************************
 QR0004  DESIGNATION -  T 60
 QR0004  PID         -  QR0004
 QR0004  STATE/COUNTY-  SD/BROWN
 QR0004  COUNTRY     -  US
 QR0004  USGS QUAD   -  ORDWAY (2017)
 QR0004
 QR0004                         *CURRENT SURVEY CONTROL
 QR0004  ______________________________________________________________________
 QR0004* NAD 83(1986) POSITION- 45 33 37.     (N) 098 25 19.     (W)   SCALED
 QR0004* NAVD 88 ORTHO HEIGHT -   398.348 (meters)     1306.91  (feet) ADJUSTED
 QR0004  ______________________________________________________________________
 QR0004  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 QR0004  DYNAMIC HEIGHT  -        398.321 (meters)     1306.82  (feet) COMP
 QR0004  MODELED GRAVITY -    980,534.4   (mgal)                       NAVD 88
 QR0004
 QR0004  VERT ORDER      -  FIRST     CLASS II
 QR0004
 QR0004.The horizontal coordinates were scaled from a map and have
 QR0004.an estimated accuracy of +/- 6 seconds.
 QR0004
 QR0004.The orthometric height was determined by differential leveling and
 QR0004.adjusted by the NATIONAL GEODETIC SURVEY
 QR0004.in June 1991.
 QR0004
 QR0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0004.GEOID18 height accuracy estimate available here.
 QR0004
 QR0004.Click photographs - Photos may exist for this station.
 QR0004
 QR0004.The dynamic height is computed by dividing the NAVD 88
 QR0004.geopotential number by the normal gravity value computed on the
 QR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0004.degrees latitude (g = 980.6199 gals.).
 QR0004
 QR0004.The modeled gravity was interpolated from observed gravity values.
 QR0004
 QR0004;                    North         East    Units  Estimated Accuracy
 QR0004;SPC SD N     -   193,110.      723,200.      MT  (+/- 180 meters Scaled)
 QR0004
 QR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR451453(NAD 83)
 QR0004
 QR0004                          SUPERSEDED SURVEY CONTROL
 QR0004
 QR0004  NGVD 29 (??/??/92)  398.046  (m)         1305.92   (f) ADJ UNCH    1 2
 QR0004
 QR0004.Superseded values are not recommended for survey control.
 QR0004
 QR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0004.See file dsdata.pdf to determine how the superseded data were derived.
 QR0004
 QR0004_MARKER: DB = BENCH MARK DISK
 QR0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0004_STAMPING: T 60 1934
 QR0004_MARK LOGO: CGS
 QR0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0004+STABILITY: SURFACE MOTION
 QR0004
 QR0004  HISTORY     - Date     Condition        Report By
 QR0004  HISTORY     - 1934     MONUMENTED       CGS
 QR0004
 QR0004                          STATION DESCRIPTION
 QR0004
 QR0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0004'1.3 MI SW FROM ORDWAY.
 QR0004'1.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0004'FROM THE STATION AT ORDWAY, BROWN COUNTY, ABOUT 16 POLES NORTH OF
 QR0004'MILEPOST 89, AT A ROAD CROSSING, ABOUT 70 FEET SOUTH OF THE CENTER
 QR0004'LINE OF THE ROAD, 48 FEET EAST OF THE CENTER LINE OF THE TRACK,
 QR0004'7 FEET SOUTH OF A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 QR0004'A STANDARD DISK, STAMPED T 60 1934 AND SET IN THE TOP OF A CONCRETE
 QR0004'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0302 ***********************************************************************
 QQ0302  DESIGNATION -  T 61
 QQ0302  PID         -  QQ0302
 QQ0302  STATE/COUNTY-  SD/MARSHALL
 QQ0302  COUNTRY     -  US
 QQ0302  USGS QUAD   -  BRITTON EAST (2017)
 QQ0302
 QQ0302                         *CURRENT SURVEY CONTROL
 QQ0302  ______________________________________________________________________
 QQ0302* NAD 83(1986) POSITION- 45 51 39.     (N) 097 44 23.     (W)   SCALED
 QQ0302* NAVD 88 ORTHO HEIGHT -   398.618 (meters)     1307.80  (feet) ADJUSTED
 QQ0302  ______________________________________________________________________
 QQ0302  GEOID HEIGHT    -        -25.469 (meters)                     GEOID18
 QQ0302  DYNAMIC HEIGHT  -        398.600 (meters)     1307.74  (feet) COMP
 QQ0302  MODELED GRAVITY -    980,559.3   (mgal)                       NAVD 88
 QQ0302
 QQ0302  VERT ORDER      -  SECOND    CLASS 0
 QQ0302
 QQ0302.The horizontal coordinates were scaled from a map and have
 QQ0302.an estimated accuracy of +/- 6 seconds.
 QQ0302
 QQ0302.The orthometric height was determined by differential leveling and
 QQ0302.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0302.in June 1991.
 QQ0302
 QQ0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0302.GEOID18 height accuracy estimate available here.
 QQ0302
 QQ0302.Click photographs - Photos may exist for this station.
 QQ0302
 QQ0302.The dynamic height is computed by dividing the NAVD 88
 QQ0302.geopotential number by the normal gravity value computed on the
 QQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0302.degrees latitude (g = 980.6199 gals.).
 QQ0302
 QQ0302.The modeled gravity was interpolated from observed gravity values.
 QQ0302
 QQ0302;                    North         East    Units  Estimated Accuracy
 QQ0302;SPC SD N     -   227,760.      775,510.      MT  (+/- 180 meters Scaled)
 QQ0302
 QQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR978793(NAD 83)
 QQ0302
 QQ0302                          SUPERSEDED SURVEY CONTROL
 QQ0302
 QQ0302  NGVD 29 (??/??/92)  398.337  (m)         1306.88   (f) ADJ UNCH    2 0
 QQ0302
 QQ0302.Superseded values are not recommended for survey control.
 QQ0302
 QQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0302.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0302
 QQ0302_MARKER: DB = BENCH MARK DISK
 QQ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0302_STAMPING: T 61 1934
 QQ0302_MARK LOGO: CGS
 QQ0302_PROJECTION: PROJECTING 10 CENTIMETERS
 QQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0302+STABILITY: SURFACE MOTION
 QQ0302
 QQ0302  HISTORY     - Date     Condition        Report By
 QQ0302  HISTORY     - 1934     MONUMENTED       CGS
 QQ0302  HISTORY     - 1967     GOOD             CGS
 QQ0302
 QQ0302                          STATION DESCRIPTION
 QQ0302
 QQ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 QQ0302'1.9 MI SW FROM KIDDER.
 QQ0302'1.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 QQ0302'STATION AT KIDDER, MARSHALL COUNTY, SOUTH DAKOTA, ABOUT 10 POLES
 QQ0302'NORTHEAST OF MILEPOST 73, ABOUT 7 POLES SOUTHWEST OF A ROAD CROSSING,
 QQ0302'45 FEET SOUTHEAST OF A WHISTLE BOARD, AND 5 FEET EAST OF THE EDGE
 QQ0302'OF A DITCH ALONG THE TRACK.  A STANDARD DISK, STAMPED T 61 1934
 QQ0302'AND SET IN THE TOP OF A CONCRETE POST.  PROJECTS ABOUT 4 INCHES.
 QQ0302'AT THIS TIME THIS MARK WAS REACHED FROM THE TOWN OF BRITTON, GO
 QQ0302'NORTH ON PAVED ROAD FOR 5.0 MILES TO CROSSROADS, TURN RIGHT AND GO
 QQ0302'EAST FOR 0.7 MILE TO RAILROAD CROSSING, PASS OVER RAILROAD CROSSING
 QQ0302'AND TURN RIGHT AND GO SOUTHWEST ON THE SOUTHEAST SIDE OF RAILROAD
 QQ0302'TRACKS FOR 0.2 MILE TO THE MARK AS DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0178 ***********************************************************************
 QQ0178  DESIGNATION -  T 62
 QQ0178  PID         -  QQ0178
 QQ0178  STATE/COUNTY-  SD/ROBERTS
 QQ0178  COUNTRY     -  US
 QQ0178  USGS QUAD   -  WHITESTONE LAKE (2017)
 QQ0178
 QQ0178                         *CURRENT SURVEY CONTROL
 QQ0178  ______________________________________________________________________
 QQ0178* NAD 83(1986) POSITION- 45 39 33.     (N) 097 13 37.     (W)   SCALED
 QQ0178* NAVD 88 ORTHO HEIGHT -   603.728 (meters)     1980.73  (feet) ADJUSTED
 QQ0178  ______________________________________________________________________
 QQ0178  GEOID HEIGHT    -        -25.415 (meters)                     GEOID18
 QQ0178  DYNAMIC HEIGHT  -        603.673 (meters)     1980.55  (feet) COMP
 QQ0178  MODELED GRAVITY -    980,506.1   (mgal)                       NAVD 88
 QQ0178
 QQ0178  VERT ORDER      -  SECOND    CLASS 0
 QQ0178
 QQ0178.The horizontal coordinates were scaled from a map and have
 QQ0178.an estimated accuracy of +/- 6 seconds.
 QQ0178
 QQ0178.The orthometric height was determined by differential leveling and
 QQ0178.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0178.in June 1991.
 QQ0178
 QQ0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0178.GEOID18 height accuracy estimate available here.
 QQ0178
 QQ0178.Click photographs - Photos may exist for this station.
 QQ0178
 QQ0178.The dynamic height is computed by dividing the NAVD 88
 QQ0178.geopotential number by the normal gravity value computed on the
 QQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0178.degrees latitude (g = 980.6199 gals.).
 QQ0178
 QQ0178.The modeled gravity was interpolated from observed gravity values.
 QQ0178
 QQ0178;                    North         East    Units  Estimated Accuracy
 QQ0178;SPC SD N     -   206,600.      816,080.      MT  (+/- 180 meters Scaled)
 QQ0178
 QQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR381577(NAD 83)
 QQ0178
 QQ0178                          SUPERSEDED SURVEY CONTROL
 QQ0178
 QQ0178  NGVD 29 (??/??/92)  603.456  (m)         1979.84   (f) ADJ UNCH    2 0
 QQ0178
 QQ0178.Superseded values are not recommended for survey control.
 QQ0178
 QQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0178.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0178
 QQ0178_MARKER: DB = BENCH MARK DISK
 QQ0178_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0178_SP_SET: CULVERT
 QQ0178_STAMPING: T 62 1934
 QQ0178_MARK LOGO: CGS
 QQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0178+STABILITY: SURFACE MOTION
 QQ0178
 QQ0178  HISTORY     - Date     Condition        Report By
 QQ0178  HISTORY     - 1934     MONUMENTED       CGS
 QQ0178
 QQ0178                          STATION DESCRIPTION
 QQ0178
 QQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0178'8.3 MI W FROM SISSETON.
 QQ0178'8.3 MILES WEST OF ALONG STATE HIWAY 10 AT 3 FOOT CONCRETE BOX
 QQ0178'CULVERT, 90 FEET EAST OF ROBERTS - MARSHALL COUNTY LINE.  SET
 QQ0178'IN CENTER OF THE SOUTH CONCRETE FOOTWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0369 ***********************************************************************
 QS0369  DESIGNATION -  T 63
 QS0369  PID         -  QS0369
 QS0369  STATE/COUNTY-  SD/CORSON
 QS0369  COUNTRY     -  US
 QS0369  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0369
 QS0369                         *CURRENT SURVEY CONTROL
 QS0369  ______________________________________________________________________
 QS0369* NAD 83(1986) POSITION- 45 50 20.     (N) 100 51 06.     (W)   SCALED
 QS0369* NAVD 88 ORTHO HEIGHT -   612.428 (meters)     2009.27  (feet) ADJUSTED
 QS0369  ______________________________________________________________________
 QS0369  GEOID HEIGHT    -        -21.094 (meters)                     GEOID18
 QS0369  DYNAMIC HEIGHT  -        612.375 (meters)     2009.10  (feet) COMP
 QS0369  MODELED GRAVITY -    980,509.0   (mgal)                       NAVD 88
 QS0369
 QS0369  VERT ORDER      -  SECOND    CLASS 0
 QS0369
 QS0369.The horizontal coordinates were scaled from a map and have
 QS0369.an estimated accuracy of +/- 6 seconds.
 QS0369
 QS0369.The orthometric height was determined by differential leveling and
 QS0369.adjusted by the NATIONAL GEODETIC SURVEY
 QS0369.in June 1991.
 QS0369
 QS0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0369.GEOID18 height accuracy estimate available here.
 QS0369
 QS0369.Click photographs - Photos may exist for this station.
 QS0369
 QS0369.The dynamic height is computed by dividing the NAVD 88
 QS0369.geopotential number by the normal gravity value computed on the
 QS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0369.degrees latitude (g = 980.6199 gals.).
 QS0369
 QS0369.The modeled gravity was interpolated from observed gravity values.
 QS0369
 QS0369;                    North         East    Units  Estimated Accuracy
 QS0369;SPC SD N     -   223,220.      533,840.      MT  (+/- 180 meters Scaled)
 QS0369
 QS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR562778(NAD 83)
 QS0369
 QS0369                          SUPERSEDED SURVEY CONTROL
 QS0369
 QS0369  NGVD 29 (??/??/92)  612.004  (m)         2007.88   (f) ADJ UNCH    2 0
 QS0369
 QS0369.Superseded values are not recommended for survey control.
 QS0369
 QS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0369.See file dsdata.pdf to determine how the superseded data were derived.
 QS0369
 QS0369_MARKER: DB = BENCH MARK DISK
 QS0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0369_STAMPING: T 63 1934
 QS0369_MARK LOGO: CGS
 QS0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0369+STABILITY: SURFACE MOTION
 QS0369
 QS0369  HISTORY     - Date     Condition        Report By
 QS0369  HISTORY     - 1934     MONUMENTED       CGS
 QS0369  HISTORY     - 1945     GOOD             CGS
 QS0369
 QS0369                          STATION DESCRIPTION
 QS0369
 QS0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0369'6.2 MI S FROM MAPLE LEAF.
 QS0369'6.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0369'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON COUNTY, 2.6 MILES
 QS0369'NORTHWEST OF THE STATION AT MC LAUGHLIN, 8 POLES SOUTH OF MILEPOST
 QS0369'3, AT A ROAD CROSSING, 90 FEET NORTH OF THE CENTER LINE OF THE
 QS0369'ROAD, 30 FEET WEST OF THE CENTER LINE OF THE TRACK, 3 FEET NORTH
 QS0369'OF A POLE, AND 1 FOOT LOWER THAN THE TRACKS.  A STANDARD DISK,
 QS0369'STAMPED T 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0369
 QS0369                          STATION RECOVERY (1945)
 QS0369
 QS0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0334 ***********************************************************************
 QS0334  DESIGNATION -  T 65
 QS0334  PID         -  QS0334
 QS0334  STATE/COUNTY-  SD/CORSON
 QS0334  COUNTRY     -  US
 QS0334  USGS QUAD   -  MCLAUGHLIN (2017)
 QS0334
 QS0334                         *CURRENT SURVEY CONTROL
 QS0334  ______________________________________________________________________
 QS0334* NAD 83(1986) POSITION- 45 48 30.     (N) 100 46 49.     (W)   SCALED
 QS0334* NAVD 88 ORTHO HEIGHT -   605.264 (meters)     1985.77  (feet) ADJUSTED
 QS0334  ______________________________________________________________________
 QS0334  GEOID HEIGHT    -        -21.164 (meters)                     GEOID18
 QS0334  DYNAMIC HEIGHT  -        605.214 (meters)     1985.61  (feet) COMP
 QS0334  MODELED GRAVITY -    980,514.1   (mgal)                       NAVD 88
 QS0334
 QS0334  VERT ORDER      -  SECOND    CLASS 0
 QS0334
 QS0334.The horizontal coordinates were scaled from a map and have
 QS0334.an estimated accuracy of +/- 6 seconds.
 QS0334
 QS0334.The orthometric height was determined by differential leveling and
 QS0334.adjusted by the NATIONAL GEODETIC SURVEY
 QS0334.in June 1991.
 QS0334
 QS0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0334.GEOID18 height accuracy estimate available here.
 QS0334
 QS0334.Click photographs - Photos may exist for this station.
 QS0334
 QS0334.The dynamic height is computed by dividing the NAVD 88
 QS0334.geopotential number by the normal gravity value computed on the
 QS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0334.degrees latitude (g = 980.6199 gals.).
 QS0334
 QS0334.The modeled gravity was interpolated from observed gravity values.
 QS0334
 QS0334;                    North         East    Units  Estimated Accuracy
 QS0334;SPC SD N     -   219,770.      539,350.      MT  (+/- 180 meters Scaled)
 QS0334
 QS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR616742(NAD 83)
 QS0334
 QS0334                          SUPERSEDED SURVEY CONTROL
 QS0334
 QS0334  NGVD 29 (??/??/92)  604.846  (m)         1984.40   (f) ADJ UNCH    2 0
 QS0334
 QS0334.Superseded values are not recommended for survey control.
 QS0334
 QS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0334.See file dsdata.pdf to determine how the superseded data were derived.
 QS0334
 QS0334_MARKER: DB = BENCH MARK DISK
 QS0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0334_STAMPING: T 66 1934
 QS0334_MARK LOGO: CGS
 QS0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0334+STABILITY: SURFACE MOTION
 QS0334
 QS0334  HISTORY     - Date     Condition        Report By
 QS0334  HISTORY     - 1934     MONUMENTED       CGS
 QS0334  HISTORY     - 1945     GOOD             CGS
 QS0334
 QS0334                          STATION DESCRIPTION
 QS0334
 QS0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0334'1.5 MI E FROM MC LAUGHLIN.
 QS0334'1.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0334'RAILROAD FROM THE STATION AT MC LAUGHLIN, CORSON COUNTY, AT
 QS0334'MILEPOST 834 AND CULVERT 89, 50 FEET NORTH OF THE CENTER LINE OF THE
 QS0334'TRACK, 4 FEET EAST OF A FENCE POST MARKED WITH THE CULVERT NUMBER,
 QS0334'4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT 3 FEET
 QS0334'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED (ERRONEOUSLY) T 66
 QS0334'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0365 ***********************************************************************
 QR0365  DESIGNATION -  T 66
 QR0365  PID         -  QR0365
 QR0365  STATE/COUNTY-  SD/CAMPBELL
 QR0365  COUNTRY     -  US
 QR0365  USGS QUAD   -  ZEELAND SW (2017)
 QR0365
 QR0365                         *CURRENT SURVEY CONTROL
 QR0365  ______________________________________________________________________
 QR0365* NAD 83(1986) POSITION- 45 51 30.     (N) 099 56 03.     (W)   SCALED
 QR0365* NAVD 88 ORTHO HEIGHT -   541.700 (meters)     1777.23  (feet) ADJUSTED
 QR0365  ______________________________________________________________________
 QR0365  GEOID HEIGHT    -        -22.269 (meters)                     GEOID18
 QR0365  DYNAMIC HEIGHT  -        541.671 (meters)     1777.13  (feet) COMP
 QR0365  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 QR0365
 QR0365  VERT ORDER      -  SECOND    CLASS 0
 QR0365
 QR0365.The horizontal coordinates were scaled from a map and have
 QR0365.an estimated accuracy of +/- 6 seconds.
 QR0365
 QR0365.The orthometric height was determined by differential leveling and
 QR0365.adjusted by the NATIONAL GEODETIC SURVEY
 QR0365.in June 1991.
 QR0365
 QR0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0365.GEOID18 height accuracy estimate available here.
 QR0365
 QR0365.Click photographs - Photos may exist for this station.
 QR0365
 QR0365.The dynamic height is computed by dividing the NAVD 88
 QR0365.geopotential number by the normal gravity value computed on the
 QR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0365.degrees latitude (g = 980.6199 gals.).
 QR0365
 QR0365.The modeled gravity was interpolated from observed gravity values.
 QR0365
 QR0365;                    North         East    Units  Estimated Accuracy
 QR0365;SPC SD N     -   225,040.      605,110.      MT  (+/- 180 meters Scaled)
 QR0365
 QR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR274787(NAD 83)
 QR0365
 QR0365                          SUPERSEDED SURVEY CONTROL
 QR0365
 QR0365  NGVD 29 (??/??/92)  541.311  (m)         1775.95   (f) ADJ UNCH    2 0
 QR0365
 QR0365.Superseded values are not recommended for survey control.
 QR0365
 QR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0365.See file dsdata.pdf to determine how the superseded data were derived.
 QR0365
 QR0365_MARKER: DB = BENCH MARK DISK
 QR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0365_STAMPING: T-66 1934
 QR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0365+STABILITY: SURFACE MOTION
 QR0365
 QR0365  HISTORY     - Date     Condition        Report By
 QR0365  HISTORY     - 1934     MONUMENTED       CGS
 QR0365
 QR0365                          STATION DESCRIPTION
 QR0365
 QR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0365'6.5 MI SW FROM ARTAS.
 QR0365'6.5 MILES SOUTHWEST OF DEPOT.  ALONG THE MINNEAPOLIS, ST PAUL AND
 QR0365'SAULT STE MARIE RAILWAY, 8 1/2 POLES WEST OF MILEPOLE 391.  45
 QR0365'FEET SOUTH OF CENTERLINE OF TRACK, 24 FEET WEST OF FIELD ENTRANCE
 QR0365'AT T FENCE, 3 FEET NORTH OF RIGHT OF WAY FENCE AND 2 FEET BELOW
 QR0365'LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0291 ***********************************************************************
 QR0291  DESIGNATION -  T 68
 QR0291  PID         -  QR0291
 QR0291  STATE/COUNTY-  SD/POTTER
 QR0291  COUNTRY     -  US
 QR0291  USGS QUAD   -  GETTYSBURG (2017)
 QR0291
 QR0291                         *CURRENT SURVEY CONTROL
 QR0291  ______________________________________________________________________
 QR0291* NAD 83(1986) POSITION- 45 00 48.     (N) 099 59 46.     (W)   SCALED
 QR0291* NAVD 88 ORTHO HEIGHT -   642.919 (meters)     2109.31  (feet) ADJUSTED
 QR0291  ______________________________________________________________________
 QR0291  GEOID HEIGHT    -        -22.548 (meters)                     GEOID18
 QR0291  DYNAMIC HEIGHT  -        642.821 (meters)     2108.99  (feet) COMP
 QR0291  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 QR0291
 QR0291  VERT ORDER      -  SECOND    CLASS 0
 QR0291
 QR0291.The horizontal coordinates were scaled from a map and have
 QR0291.an estimated accuracy of +/- 6 seconds.
 QR0291
 QR0291.The orthometric height was determined by differential leveling and
 QR0291.adjusted by the NATIONAL GEODETIC SURVEY
 QR0291.in June 1991.
 QR0291
 QR0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0291.GEOID18 height accuracy estimate available here.
 QR0291
 QR0291.Click photographs - Photos may exist for this station.
 QR0291
 QR0291.The dynamic height is computed by dividing the NAVD 88
 QR0291.geopotential number by the normal gravity value computed on the
 QR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0291.degrees latitude (g = 980.6199 gals.).
 QR0291
 QR0291.The modeled gravity was interpolated from observed gravity values.
 QR0291
 QR0291;                    North         East    Units  Estimated Accuracy
 QR0291;SPC SD N     -   131,120.      600,310.      MT  (+/- 180 meters Scaled)
 QR0291
 QR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ215849(NAD 83)
 QR0291
 QR0291                          SUPERSEDED SURVEY CONTROL
 QR0291
 QR0291  NGVD 29 (??/??/92)  642.55   (m)         2108.1    (f) COMPUTED    2 0
 QR0291
 QR0291.Superseded values are not recommended for survey control.
 QR0291
 QR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0291.See file dsdata.pdf to determine how the superseded data were derived.
 QR0291
 QR0291_MARKER: DB = BENCH MARK DISK
 QR0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0291_SP_SET: CULVERT HEADWALL
 QR0291_STAMPING: T 68 1934
 QR0291_MARK LOGO: CGS
 QR0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0291+STABILITY: SURFACE MOTION
 QR0291
 QR0291  HISTORY     - Date     Condition        Report By
 QR0291  HISTORY     - 1934     MONUMENTED       CGS
 QR0291  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QR0291
 QR0291                          STATION DESCRIPTION
 QR0291
 QR0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0291'2.2 MI W FROM GETTYSBURG.
 QR0291'2.2 MILES WEST OF FIRST NATL BANK BUILDING AT GETTYSBURG ALONG
 QR0291'U.S. HIGHWAY 212 BETWEEN TWO SMALL HILLS, 132 FEET WEST OF FARM
 QR0291'ENTRANCE, THENCE 15 FEET SOUTH OF CENTER LINE OF HIGHWAY.  SET
 QR0291'IN THE EAST END OF THE SOUTH HEADWALL OF 20 INCH CONCRETE CULVERT.
 QR0291'LEVEL WITH ROAD.
 QR0291
 QR0291                          STATION RECOVERY (1996)
 QR0291
 QR0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0291'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2307 ***********************************************************************
 PU2307  DESIGNATION -  T 7 5 RESET
 PU2307  PID         -  PU2307
 PU2307  STATE/COUNTY-  SD/PENNINGTON
 PU2307  COUNTRY     -  US
 PU2307  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2307
 PU2307                         *CURRENT SURVEY CONTROL
 PU2307  ______________________________________________________________________
 PU2307* NAD 83(1996) POSITION- 44 06 50.32045(N) 103 14 37.88975(W)   NO CHECK
 PU2307* NAVD 88 ORTHO HEIGHT -  1204.    (meters)     3950.    (feet) SCALED
 PU2307  ______________________________________________________________________
 PU2307  GEOID HEIGHT    -        -15.745 (meters)                     GEOID18
 PU2307  LAPLACE CORR    -        -15.26  (seconds)                    DEFLEC18
 PU2307  HORZ ORDER      -  THIRD
 PU2307
 PU2307.The horizontal coordinates were established by classical geodetic methods
 PU2307.and adjusted by the National Geodetic Survey in January 1998.
 PU2307
 PU2307.No horizontal observational check was made to the station.
 PU2307
 PU2307.The orthometric height was scaled from a topographic map.
 PU2307
 PU2307.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2307.GEOID18 height accuracy estimate available here.
 PU2307
 PU2307.Click photographs - Photos may exist for this station.
 PU2307
 PU2307.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2307
 PU2307. The following values were computed from the NAD 83(1996) position.
 PU2307
 PU2307;                    North         East     Units Scale Factor Converg.
 PU2307;SPC SD S     -   201,900.379   367,065.903   MT  0.99994425   -2 00 28.2
 PU2307;SPC SD S     -   662,401.49  1,204,282.05   sFT  0.99994425   -2 00 28.2
 PU2307;UTM  13      - 4,886,031.593   640,528.002   MT  0.99984288   +1 13 21.5
 PU2307
 PU2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2307!SPC SD S     -   0.99981364  x   0.99994425  =   0.99975790
 PU2307!UTM  13      -   0.99981364  x   0.99984288  =   0.99965655
 PU2307
 PU2307:                Primary Azimuth Mark                     Grid Az
 PU2307:SPC SD S     -  RAPID CITY RADIO KOTA FM MAST            188 51 57.1
 PU2307:UTM  13      -  RAPID CITY RADIO KOTA FM MAST            185 38 07.4
 PU2307
 PU2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4052886031(NAD 83)
 PU2307
 PU2307|---------------------------------------------------------------------|
 PU2307| PID    Reference Object                     Distance      Geod. Az  |
 PU2307|                                                           dddmmss.s |
 PU2307| CQ4184 T 7 5 RM 1                            5.100 METERS 11847     |
 PU2307| PU2306 RAPID CITY RADIO STA WCAT TWR       APPROX. 5.5 KM 1470130.7 |
 PU2307| PU2310 RAPID CITY RADIO KOTA FM MAST       APPROX. 5.1 KM 1865128.9 |
 PU2307| OT0812 HARNEY PEAK LOOKOUT TOWER           APPROX.35.9 KM 2195956.1 |
 PU2307| CQ4185 T 7 5 RM 2                            5.638 METERS 25629     |
 PU2307|---------------------------------------------------------------------|
 PU2307
 PU2307                          SUPERSEDED SURVEY CONTROL
 PU2307
 PU2307  NAD 83(1993)-  44 06 50.31250(N)    103 14 37.89257(W) AD(       ) 3
 PU2307  NAD 83(1986)-  44 06 50.31128(N)    103 14 37.89460(W) AD(       ) 3
 PU2307  NAD 27      -  44 06 50.35700(N)    103 14 36.23300(W) AD(       ) 3
 PU2307
 PU2307.Superseded values are not recommended for survey control.
 PU2307
 PU2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2307.See file dsdata.pdf to determine how the superseded data were derived.
 PU2307
 PU2307_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2307_STAMPING: T 7-5 1950 1976
 PU2307_MARK LOGO: NGS
 PU2307_PROJECTION: RECESSED 61 CENTIMETERS
 PU2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2307+STABILITY: SURFACE MOTION
 PU2307
 PU2307  HISTORY     - Date     Condition        Report By
 PU2307  HISTORY     - 1976     MONUMENTED       NGS
 PU2307
 PU2307                          STATION DESCRIPTION
 PU2307
 PU2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PU2307'THE SURFACE STATION MARK WAS FOUND DESTROYED, THE TOP OF THE MONUMENT
 PU2307'HAD BEEN BROKEN OFF AND THE DISK REMOVED, THERE WAS NO UNDERGROUND
 PU2307'STATION MARK.  REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 PU2307'GOOD CONDITION, BUT THE DISKS HAVE BEEN SCUFFED UP.  THERE WAS NO
 PU2307'AZIMUTH MARK AND NONE WAS SET AT THIS TIME, THERE ARE
 PU2307'INTERSECTION STATION THAT CAN BE USED FOR AZIMUTHS.  THE SURFACE
 PU2307'STATION MARK WAS REMOVED, AND THE POSITION OF THE STATION WAS
 PU2307'DETERMINED FROM MEASUREMENTS TO THE REFERENCE MARKS AND
 PU2307'DIRECTIONS TO INTERSECTION STATIONS AND THE REFERENCE MARKS.  AN
 PU2307'UNDERGROUND STATION MARK WAS SET AND A SURFACE STATION MARK WAS
 PU2307'PLUMBED OVER IT.
 PU2307'
 PU2307'A NEW DESCRIPTION FOLLOWS--
 PU2307'
 PU2307'THE STATION IS LOCATED AT THE NORTHWEST PART OF RAPID CITY, ON A
 PU2307'HIGH TIMBERED RIDGE, ON PROPERTY OWNED BY MR. BILL CABOT WHO LIVES
 PU2307'AT THE FOOT OF THE HILL.  (OBTAIN KEY FROM MR. CABOT FOR A LOCKED
 PU2307'GATE).
 PU2307'
 PU2307'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 PU2307'HAINES AVENUE AT OVERPASS EXIT NO. 58, GO NORTH ON HAINES AVENUE
 PU2307'0.45 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A GRADED ROAD
 PU2307'0.6 MILE TO A SIDE ROAD ON THE LEFT AND A DRIVEWAY ON THE RIGHT
 PU2307'LEADING INTO THE HOME OF MR. CABOT, CONTINUE WEST ON GRADED ROAD
 PU2307'UP A STEEP HILL 0.4 MILE TO A WIRE GATE, TURN RIGHT THRU GATE AND
 PU2307'FOLLOW TRACK ROAD 0.05 MILE TO A LOCKED GATE, GO THRU GATE AND
 PU2307'CONTINUE NORTH ON TRACK ROAD 0.1 MILE TO A WIRE GATE, GO THRU
 PU2307'GATE AND FOLLOW WINDING ROAD NORTHWESTERLY TO THE TOP OF THE SOUTH
 PU2307'END OF THE RIDGE AND THE STATION AS DESCRIBED.
 PU2307'
 PU2307'THE STATION MARKS ARE STANDARD DISKS STAMPED T 7-5 1950 1976.  THE
 PU2307'UNDERGROUND STATION MARK IS SET IN THE TOP OF AN IRREGULAR SHAPED
 PU2307'MASS OF CONCRETE 2-FEET BELOW GROUND LEVEL.  THE SURFACE STATION
 PU2307'MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PU2307'2-INCHES.  THE MARKS ARE 30 FEET NORTH OF THE SOUTH BREAK OF THE
 PU2307'RIDGE, AND 25 FEET EAST OF THE WEST EDGE OF THE HILL.
 PU2307'
 PU2307'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED T 7-5 NO 1 1950,
 PU2307'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE SOUTH EAST
 PU2307'SLOPE OF THE SOUTH END OF THE RIDGE, AND ABOUT 2-FEET LOWER THEN
 PU2307'THE STATION.
 PU2307'
 PU2307'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED T 7-5 NO 2 1950,
 PU2307'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 6-FEET EAST OF
 PU2307'THE WEST EDGE OF THE RIDGE, AND LEVEL WITH THE STATION.
 PU2307'
 PU2307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 PU2307'NW OF RAPID CITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0420 ***********************************************************************
 PT0420  DESIGNATION -  T 70
 PT0420  PID         -  PT0420
 PT0420  STATE/COUNTY-  SD/DEWEY
 PT0420  COUNTRY     -  US
 PT0420  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0420
 PT0420                         *CURRENT SURVEY CONTROL
 PT0420  ______________________________________________________________________
 PT0420* NAD 83(1986) POSITION- 44 59 37.     (N) 101 16 43.     (W)   SCALED
 PT0420* NAVD 88 ORTHO HEIGHT -   734.356 (meters)     2409.30  (feet) ADJUSTED
 PT0420  ______________________________________________________________________
 PT0420  GEOID HEIGHT    -        -21.156 (meters)                     GEOID18
 PT0420  DYNAMIC HEIGHT  -        734.218 (meters)     2408.85  (feet) COMP
 PT0420  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 PT0420
 PT0420  VERT ORDER      -  FIRST     CLASS II
 PT0420
 PT0420.The horizontal coordinates were scaled from a map and have
 PT0420.an estimated accuracy of +/- 6 seconds.
 PT0420
 PT0420.The orthometric height was determined by differential leveling and
 PT0420.adjusted by the NATIONAL GEODETIC SURVEY
 PT0420.in June 1991.
 PT0420
 PT0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0420.GEOID18 height accuracy estimate available here.
 PT0420
 PT0420.Click photographs - Photos may exist for this station.
 PT0420
 PT0420.The dynamic height is computed by dividing the NAVD 88
 PT0420.geopotential number by the normal gravity value computed on the
 PT0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0420.degrees latitude (g = 980.6199 gals.).
 PT0420
 PT0420.The modeled gravity was interpolated from observed gravity values.
 PT0420
 PT0420;                    North         East    Units  Estimated Accuracy
 PT0420;SPC SD N     -   129,730.      499,190.      MT  (+/- 180 meters Scaled)
 PT0420
 PT0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ203847(NAD 83)
 PT0420
 PT0420                          SUPERSEDED SURVEY CONTROL
 PT0420
 PT0420  NGVD 29 (??/??/92)  733.874  (m)         2407.72   (f) ADJ UNCH    1 2
 PT0420
 PT0420.Superseded values are not recommended for survey control.
 PT0420
 PT0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0420.See file dsdata.pdf to determine how the superseded data were derived.
 PT0420
 PT0420_MARKER: DB = BENCH MARK DISK
 PT0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0420_STAMPING: T 70 1934
 PT0420_MARK LOGO: CGS
 PT0420_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0420+STABILITY: SURFACE MOTION
 PT0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0420+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 PT0420
 PT0420  HISTORY     - Date     Condition        Report By
 PT0420  HISTORY     - 1934     MONUMENTED       CGS
 PT0420  HISTORY     - 1953     GOOD             CGS
 PT0420  HISTORY     - 1985     GOOD             NGS
 PT0420  HISTORY     - 20110420 GOOD             INDIV
 PT0420
 PT0420                          STATION DESCRIPTION
 PT0420
 PT0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PT0420'2.1 MI W FROM EAGLE BUTTE DEWEY CO.
 PT0420'2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 PT0420'RAILROAD FROM THE STATION AT EAGLE BUTTE, DEWEY COUNTY, AT THE
 PT0420'CROSSING OF STATE HIGHWAY 63, 123 FEET EAST OF THE CENTERLINE
 PT0420'OF THE HIGHWAY, 18 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 PT0420'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST.
 PT0420
 PT0420                          STATION RECOVERY (1985)
 PT0420
 PT0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0420'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0420'EAGLE BUTTE, THENCE 1.62 KM (1.01 MI) SOUTH ALONG STATE HIGHWAY 63, IN
 PT0420'THE NORTHEAST CORNER OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST TO
 PT0420'EAGLE BUTTE AND FOLLOWING THE DEWEY-ZIEBACH COUNTY LINE, 0.45 KM
 PT0420'(0.28 MI) SOUTH OF MILEPOST 167, 37.2 METERS (122 FT) EAST OF THE
 PT0420'HIGHWAY CENTERLINE AND 34.4 METERS (113 FT) NORTH OF THE CENTER OF THE
 PT0420'ROAD.
 PT0420'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0420'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PT0420
 PT0420                          STATION RECOVERY (2011)
 PT0420
 PT0420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0280 ***********************************************************************
 QS0280  DESIGNATION -  T 71
 QS0280  PID         -  QS0280
 QS0280  STATE/COUNTY-  SD/DEWEY
 QS0280  COUNTRY     -  US
 QS0280  USGS QUAD   -  VIRGINIA (2017)
 QS0280
 QS0280                         *CURRENT SURVEY CONTROL
 QS0280  ______________________________________________________________________
 QS0280* NAD 83(1986) POSITION- 45 13 37.     (N) 100 33 46.     (W)   SCALED
 QS0280* NAVD 88 ORTHO HEIGHT -   539.290 (meters)     1769.32  (feet) ADJUSTED
 QS0280  ______________________________________________________________________
 QS0280  GEOID HEIGHT    -        -21.983 (meters)                     GEOID18
 QS0280  DYNAMIC HEIGHT  -        539.215 (meters)     1769.07  (feet) COMP
 QS0280  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 QS0280
 QS0280  VERT ORDER      -  SECOND    CLASS 0
 QS0280
 QS0280.The horizontal coordinates were scaled from a map and have
 QS0280.an estimated accuracy of +/- 6 seconds.
 QS0280
 QS0280.The orthometric height was determined by differential leveling and
 QS0280.adjusted by the NATIONAL GEODETIC SURVEY
 QS0280.in June 1991.
 QS0280
 QS0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0280.GEOID18 height accuracy estimate available here.
 QS0280
 QS0280.Click photographs - Photos may exist for this station.
 QS0280
 QS0280.The dynamic height is computed by dividing the NAVD 88
 QS0280.geopotential number by the normal gravity value computed on the
 QS0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0280.degrees latitude (g = 980.6199 gals.).
 QS0280
 QS0280.The modeled gravity was interpolated from observed gravity values.
 QS0280
 QS0280;                    North         East    Units  Estimated Accuracy
 QS0280;SPC SD N     -   155,020.      555,810.      MT  (+/- 180 meters Scaled)
 QS0280
 QS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR773093(NAD 83)
 QS0280
 QS0280                          SUPERSEDED SURVEY CONTROL
 QS0280
 QS0280  NGVD 29 (??/??/92)  538.892  (m)         1768.01   (f) ADJ UNCH    2 0
 QS0280
 QS0280.Superseded values are not recommended for survey control.
 QS0280
 QS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0280.See file dsdata.pdf to determine how the superseded data were derived.
 QS0280
 QS0280_MARKER: DB = BENCH MARK DISK
 QS0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0280_STAMPING: T 71 1934
 QS0280_MARK LOGO: CGS
 QS0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0280+STABILITY: SURFACE MOTION
 QS0280
 QS0280  HISTORY     - Date     Condition        Report By
 QS0280  HISTORY     - 1934     MONUMENTED       CGS
 QS0280  HISTORY     - 1940     GOOD             LOCENG
 QS0280
 QS0280                          STATION DESCRIPTION
 QS0280
 QS0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0280'8.2 MI SE FROM PROMISE.
 QS0280'ABOUT 8.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0280'PAUL AND PACIFIC RAILROAD FROM THE STATION AT PROMISE, DEWEY
 QS0280'COUNTY, OPPOSITE MILEPOST 21, 24 FEET SOUTHWEST OF THE CENTER
 QS0280'LINE OF THE TRACK, 1 FOOT SOUTHWEST OF A WHITE REFERENCE POST
 QS0280'STENCILED U.S.B.M., AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 QS0280'STANDARD DISK, STAMPED T 71 1934 AND SET IN THE TOP OF A CONCRETE
 QS0280'POST.
 QS0280
 QS0280                          STATION RECOVERY (1940)
 QS0280
 QS0280'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0398 ***********************************************************************
 PT0398  DESIGNATION -  T 72
 PT0398  PID         -  PT0398
 PT0398  STATE/COUNTY-  SD/STANLEY
 PT0398  COUNTRY     -  US
 PT0398  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0398
 PT0398                         *CURRENT SURVEY CONTROL
 PT0398  ______________________________________________________________________
 PT0398* NAD 83(1986) POSITION- 44 36 11.95   (N) 101 08 04.46   (W)   HD_HELD1
 PT0398* NAVD 88 ORTHO HEIGHT -   621.915 (meters)     2040.40  (feet) ADJUSTED
 PT0398  ______________________________________________________________________
 PT0398  GEOID HEIGHT    -        -22.019 (meters)                     GEOID18
 PT0398  DYNAMIC HEIGHT  -        621.769 (meters)     2039.92  (feet) COMP
 PT0398  MODELED GRAVITY -    980,363.1   (mgal)                       NAVD 88
 PT0398
 PT0398  VERT ORDER      -  FIRST     CLASS II
 PT0398
 PT0398.The horizontal coordinates were determined by differentially corrected
 PT0398.hand held GPS observations or other comparable positioning techniques
 PT0398.and have an estimated accuracy of +/- 3 meters.
 PT0398
 PT0398.The orthometric height was determined by differential leveling and
 PT0398.adjusted by the NATIONAL GEODETIC SURVEY
 PT0398.in June 1991.
 PT0398
 PT0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0398.GEOID18 height accuracy estimate available here.
 PT0398
 PT0398.Click photographs - Photos may exist for this station.
 PT0398
 PT0398.The dynamic height is computed by dividing the NAVD 88
 PT0398.geopotential number by the normal gravity value computed on the
 PT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0398.degrees latitude (g = 980.6199 gals.).
 PT0398
 PT0398.The modeled gravity was interpolated from observed gravity values.
 PT0398
 PT0398;                    North         East    Units  Estimated Accuracy
 PT0398;SPC SD S     -   252,500.3     536,388.0     MT  (+/- 3 meters HH1 GPS) 
 PT0398
 PT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3060541101(NAD 83)
 PT0398
 PT0398                          SUPERSEDED SURVEY CONTROL
 PT0398
 PT0398  NGVD 29 (??/??/92)  621.478  (m)         2038.97   (f) ADJ UNCH    1 2
 PT0398
 PT0398.Superseded values are not recommended for survey control.
 PT0398
 PT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0398.See file dsdata.pdf to determine how the superseded data were derived.
 PT0398
 PT0398_MARKER: DB = BENCH MARK DISK
 PT0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0398_STAMPING: T 72 1934
 PT0398_MARK LOGO: CGS
 PT0398_PROJECTION: FLUSH
 PT0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0398+STABILITY: SURFACE MOTION
 PT0398
 PT0398  HISTORY     - Date     Condition        Report By
 PT0398  HISTORY     - 1934     MONUMENTED       CGS
 PT0398  HISTORY     - 1985     GOOD             NGS
 PT0398
 PT0398                          STATION DESCRIPTION
 PT0398
 PT0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0398'38.4 MI N FROM MIDLAND.
 PT0398'IN STANLEY COUNTY, 38.4 MILES NORTH ALONG STATE HIGHWAY 63 FROM
 PT0398'THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT THE CREST OF
 PT0398'A RISE, 45 FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD, 120
 PT0398'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET LOWER THAN THE
 PT0398'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 PT0398
 PT0398                          STATION RECOVERY (1985)
 PT0398
 PT0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0398'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.49 KM (2.17
 PT0398'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 PT0398'EAGLE BUTTE, THENCE 51.97 KM (32.30 MI) SOUTH ALONG STATE HIGHWAY 63,
 PT0398'IN THE SOUTHEAST CORNER OF THE JUNCTION OF A GRAVEL ROAD, 29.7 METERS
 PT0398'(97.5 FT) EAST OF THE HIGHWAY CENTERLINE, 13.9 METERS (45.5 FT) SOUTH
 PT0398'OF THE CENTER OF THE ROAD, 61.0 METERS (200 FT) NORTH-NORTHEAST OF
 PT0398'MILEPOST 135, 6.6 METERS (21.5 FT) EAST OF THE RIGHT-OF-WAY FENCE AND
 PT0398'5.3 METERS (17.5 FT) SOUTHEAST OF A POWER POLE AT THE EAST END OF A
 PT0398'POWER LINE CROSSING.
 PT0398'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0398'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0884 ***********************************************************************
 PT0884  DESIGNATION -  T 74 RESET
 PT0884  PID         -  PT0884
 PT0884  STATE/COUNTY-  SD/STANLEY
 PT0884  COUNTRY     -  US
 PT0884  USGS QUAD   -  PRINCES RANCH (2017)
 PT0884
 PT0884                         *CURRENT SURVEY CONTROL
 PT0884  ______________________________________________________________________
 PT0884* NAD 83(1986) POSITION- 44 23 10.     (N) 100 45 01.     (W)   SCALED
 PT0884* NAVD 88 ORTHO HEIGHT -   592.75  (meters)     1944.7   (feet) RESET
 PT0884  ______________________________________________________________________
 PT0884  GEOID HEIGHT    -        -22.869 (meters)                     GEOID18
 PT0884  VERT ORDER      -  THIRD
 PT0884
 PT0884.The horizontal coordinates were scaled from a map and have
 PT0884.an estimated accuracy of +/- 6 seconds.
 PT0884
 PT0884.The orthometric height was computed from unverified reset data.
 PT0884
 PT0884.No vertical observational check was made to the station.
 PT0884
 PT0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0884.GEOID18 height accuracy estimate available here.
 PT0884
 PT0884.Click photographs - Photos may exist for this station.
 PT0884
 PT0884;                    North         East    Units  Estimated Accuracy
 PT0884;SPC SD S     -   228,140.      566,780.      MT  (+/- 180 meters Scaled)
 PT0884
 PT0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ605162(NAD 83)
 PT0884
 PT0884                          SUPERSEDED SURVEY CONTROL
 PT0884
 PT0884  NGVD 29 (04/17/07)  592.34   (m)         1943.4    (f) RESET       3  
 PT0884
 PT0884.Superseded values are not recommended for survey control.
 PT0884
 PT0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0884.See file dsdata.pdf to determine how the superseded data were derived.
 PT0884
 PT0884_MARKER: DV = VERTICAL CONTROL DISK
 PT0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0884_STAMPING: T 74 RESET 1983
 PT0884_MARK LOGO: NGS
 PT0884_PROJECTION: FLUSH
 PT0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0884+STABILITY: SURFACE MOTION
 PT0884
 PT0884  HISTORY     - Date     Condition        Report By
 PT0884  HISTORY     - 1983     MONUMENTED       NGS
 PT0884  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0884
 PT0884                          STATION DESCRIPTION
 PT0884
 PT0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0884'29.9 KM (18.55 MI) NW FROM FORT PIERRE.
 PT0884'16.6 KM (10.3 MI) WEST ALONG HIGHWAY 14-34 FROM THE JUNCTION OF
 PT0884'HIGHWAYS 14-34 AND 83 IN THE NORTH EDGE OF FORT PIERRE, THENCE
 PT0884'3.9 KM (2.4 MI) NORTHWEST ALONG HIGHWAY, THENCE 9.4 KM (5.85 MI) WEST
 PT0884'ALONG HIGHWAY, AND 22.9 METERS (75.0 FEET) SOUTH OF CENTERLINE
 PT0884'OF HIGHWAY.
 PT0884'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 PT0884
 PT0884                          STATION RECOVERY (1995)
 PT0884
 PT0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0884'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0414 ***********************************************************************
 PT0414  DESIGNATION -  T 75
 PT0414  PID         -  PT0414
 PT0414  STATE/COUNTY-  SD/HAAKON
 PT0414  COUNTRY     -  US
 PT0414  USGS QUAD   -  CHERRY CREEK (2017)
 PT0414
 PT0414                         *CURRENT SURVEY CONTROL
 PT0414  ______________________________________________________________________
 PT0414* NAD 83(1986) POSITION- 44 35 56.     (N) 101 29 04.     (W)   SCALED
 PT0414* NAVD 88 ORTHO HEIGHT -   523.956 (meters)     1719.01  (feet) ADJUSTED
 PT0414  ______________________________________________________________________
 PT0414  GEOID HEIGHT    -        -21.418 (meters)                     GEOID18
 PT0414  DYNAMIC HEIGHT  -        523.845 (meters)     1718.65  (feet) COMP
 PT0414  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 PT0414
 PT0414  VERT ORDER      -  SECOND    CLASS 0
 PT0414
 PT0414.The horizontal coordinates were scaled from a map and have
 PT0414.an estimated accuracy of +/- 6 seconds.
 PT0414
 PT0414.The orthometric height was determined by differential leveling and
 PT0414.adjusted by the NATIONAL GEODETIC SURVEY
 PT0414.in June 1991.
 PT0414
 PT0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0414.GEOID18 height accuracy estimate available here.
 PT0414
 PT0414.Click photographs - Photos may exist for this station.
 PT0414
 PT0414.The dynamic height is computed by dividing the NAVD 88
 PT0414.geopotential number by the normal gravity value computed on the
 PT0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0414.degrees latitude (g = 980.6199 gals.).
 PT0414
 PT0414.The modeled gravity was interpolated from observed gravity values.
 PT0414
 PT0414;                    North         East    Units  Estimated Accuracy
 PT0414;SPC SD S     -   252,330.      508,610.      MT  (+/- 180 meters Scaled)
 PT0414
 PT0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ028413(NAD 83)
 PT0414
 PT0414                          SUPERSEDED SURVEY CONTROL
 PT0414
 PT0414  NGVD 29 (??/??/92)  523.516  (m)         1717.57   (f) ADJ UNCH    2 0
 PT0414
 PT0414.Superseded values are not recommended for survey control.
 PT0414
 PT0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0414.See file dsdata.pdf to determine how the superseded data were derived.
 PT0414
 PT0414_MARKER: DB = BENCH MARK DISK
 PT0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0414_STAMPING: T 75 1934
 PT0414_MARK LOGO: CGS
 PT0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0414+STABILITY: SURFACE MOTION
 PT0414
 PT0414  HISTORY     - Date     Condition        Report By
 PT0414  HISTORY     - 1934     MONUMENTED       CGS
 PT0414
 PT0414                          STATION DESCRIPTION
 PT0414
 PT0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0414'1 MI E FROM CHERRY CREEK.
 PT0414'1 MILE EAST ALONG CHERRY CREEK ROAD FROM THE POST OFFICE AT
 PT0414'CHERRY CREEK, HAAKON COUNTY, ON THE EAST BANK OF CHEYENNE RIVER
 PT0414'OPPOSITE CHERRY CREEK, 63 FEET EAST OF A 2-FOOT TREE, 30 FEET
 PT0414'FROM THE EDGE OF THE RIVER, IN LINE WITH A FENCE AND SET IN
 PT0414'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0346 ***********************************************************************
 PT0346  DESIGNATION -  T 76
 PT0346  PID         -  PT0346
 PT0346  STATE/COUNTY-  SD/STANLEY
 PT0346  COUNTRY     -  US
 PT0346  USGS QUAD   -  TETON (2017)
 PT0346
 PT0346                         *CURRENT SURVEY CONTROL
 PT0346  ______________________________________________________________________
 PT0346* NAD 83(1986) POSITION- 44 15 30.     (N) 100 34 59.     (W)   SCALED
 PT0346* NAVD 88 ORTHO HEIGHT -   473.474 (meters)     1553.39  (feet) ADJUSTED
 PT0346  ______________________________________________________________________
 PT0346  GEOID HEIGHT    -        -23.527 (meters)                     GEOID18
 PT0346  DYNAMIC HEIGHT  -        473.359 (meters)     1553.01  (feet) COMP
 PT0346  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 PT0346
 PT0346  VERT ORDER      -  SECOND    CLASS 0
 PT0346
 PT0346.The horizontal coordinates were scaled from a map and have
 PT0346.an estimated accuracy of +/- 6 seconds.
 PT0346
 PT0346.The orthometric height was determined by differential leveling and
 PT0346.adjusted by the NATIONAL GEODETIC SURVEY
 PT0346.in June 1991.
 PT0346
 PT0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0346.GEOID18 height accuracy estimate available here.
 PT0346
 PT0346.Click photographs - Photos may exist for this station.
 PT0346
 PT0346.The dynamic height is computed by dividing the NAVD 88
 PT0346.geopotential number by the normal gravity value computed on the
 PT0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0346.degrees latitude (g = 980.6199 gals.).
 PT0346
 PT0346.The modeled gravity was interpolated from observed gravity values.
 PT0346
 PT0346;                    North         East    Units  Estimated Accuracy
 PT0346;SPC SD S     -   213,890.      580,060.      MT  (+/- 180 meters Scaled)
 PT0346
 PT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ736017(NAD 83)
 PT0346
 PT0346                          SUPERSEDED SURVEY CONTROL
 PT0346
 PT0346  NGVD 29 (??/??/92)  473.074  (m)         1552.08   (f) ADJ UNCH    2 0
 PT0346
 PT0346.Superseded values are not recommended for survey control.
 PT0346
 PT0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0346.See file dsdata.pdf to determine how the superseded data were derived.
 PT0346
 PT0346_MARKER: DB = BENCH MARK DISK
 PT0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0346_STAMPING: T 76 1934
 PT0346_MARK LOGO: CGS
 PT0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0346+STABILITY: SURFACE MOTION
 PT0346
 PT0346  HISTORY     - Date     Condition        Report By
 PT0346  HISTORY     - 1934     MONUMENTED       CGS
 PT0346
 PT0346                          STATION DESCRIPTION
 PT0346
 PT0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0346'4.7 MI W FROM TETON.
 PT0346'4.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0346'FROM THE STATION AT TETON, STANLEY COUNTY, 8 POLES WEST OF
 PT0346'MILEPOST 498, 100 FEET EAST OF BRIDGE NO. 1537, 50 FEET NORTH OF
 PT0346'THE CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF A FENCE, AND OPPOSITE
 PT0346'A POLE.  A STANDARD DISK, STAMPED T 76 1934 AND SET IN THE TOP OF
 PT0346'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0007 ***********************************************************************
 OS0007  DESIGNATION -  T 8
 OS0007  PID         -  OS0007
 OS0007  STATE/COUNTY-  SD/LYMAN
 OS0007  COUNTRY     -  US
 OS0007  USGS QUAD   -  PRESHO NW (2017)
 OS0007
 OS0007                         *CURRENT SURVEY CONTROL
 OS0007  ______________________________________________________________________
 OS0007* NAD 83(1986) POSITION- 43 55 39.     (N) 100 14 46.     (W)   SCALED
 OS0007* NAVD 88 ORTHO HEIGHT -   566.238 (meters)     1857.73  (feet) ADJUSTED
 OS0007  ______________________________________________________________________
 OS0007  GEOID HEIGHT    -        -24.821 (meters)                     GEOID18
 OS0007  DYNAMIC HEIGHT  -        566.068 (meters)     1857.17  (feet) COMP
 OS0007  MODELED GRAVITY -    980,301.1   (mgal)                       NAVD 88
 OS0007
 OS0007  VERT ORDER      -  FIRST     CLASS II
 OS0007
 OS0007.The horizontal coordinates were scaled from a map and have
 OS0007.an estimated accuracy of +/- 6 seconds.
 OS0007
 OS0007.The orthometric height was determined by differential leveling and
 OS0007.adjusted by the NATIONAL GEODETIC SURVEY
 OS0007.in June 1991.
 OS0007
 OS0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0007.GEOID18 height accuracy estimate available here.
 OS0007
 OS0007.Click photographs - Photos may exist for this station.
 OS0007
 OS0007.The dynamic height is computed by dividing the NAVD 88
 OS0007.geopotential number by the normal gravity value computed on the
 OS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0007.degrees latitude (g = 980.6199 gals.).
 OS0007
 OS0007.The modeled gravity was interpolated from observed gravity values.
 OS0007
 OS0007;                    North         East    Units  Estimated Accuracy
 OS0007;SPC SD S     -   177,100.      607,000.      MT  (+/- 180 meters Scaled)
 OS0007
 OS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP999645(NAD 83)
 OS0007
 OS0007                          SUPERSEDED SURVEY CONTROL
 OS0007
 OS0007  NGVD 29 (??/??/92)  565.828  (m)         1856.39   (f) ADJ UNCH    1 2
 OS0007
 OS0007.Superseded values are not recommended for survey control.
 OS0007
 OS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0007.See file dsdata.pdf to determine how the superseded data were derived.
 OS0007
 OS0007_MARKER: DB = BENCH MARK DISK
 OS0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0007_STAMPING: T 8 1925
 OS0007_MARK LOGO: CGS
 OS0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0007+STABILITY: SURFACE MOTION
 OS0007
 OS0007  HISTORY     - Date     Condition        Report By
 OS0007  HISTORY     - 1925     MONUMENTED       CGS
 OS0007  HISTORY     - 1935     GOOD             CGS
 OS0007  HISTORY     - 19950426 GOOD             LOCENG
 OS0007
 OS0007                          STATION DESCRIPTION
 OS0007
 OS0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0007'2.2 MI E FROM VIVIAN.
 OS0007'2.25 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0007'PACIFIC RAILROAD FROM VIVIAN, LYMAN COUNTY, AT A SECTION-LINE
 OS0007'ROAD CROSSING, 96.5 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 OS0007'87.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 41.3 FEET SOUTH
 OS0007'OF THE CENTERLINE OF THE TRACK, 20 FEET EAST OF THE FIRST POLE
 OS0007'WEST OF THE CROSSING, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 OS0007'DISK SET IN THE TOP OF A CONCRETE POST.
 OS0007
 OS0007                          STATION RECOVERY (1995)
 OS0007
 OS0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GLJ)
 OS0007'RECOVERED IN GOOD CONDITION.  NOTE--THE POLE WEST OF THE CROSSING IS
 OS0007'GONE ALONG WITH THE ROW OF POLES.  SET A NGS CARSONITE POST 1 FOOT
 OS0007'(0.3 M) WEST OF THE MARK FACING THE EAST TOWARD THE SECTION LINE ROAD
 OS0007'TRAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0601 ***********************************************************************
 PR0601  DESIGNATION -  T 82
 PR0601  PID         -  PR0601
 PR0601  STATE/COUNTY-  SD/MINER
 PR0601  COUNTRY     -  US
 PR0601  USGS QUAD   -  HOWARD (2017)
 PR0601
 PR0601                         *CURRENT SURVEY CONTROL
 PR0601  ______________________________________________________________________
 PR0601* NAD 83(1986) POSITION- 44 00 30.     (N) 097 36 03.     (W)   SCALED
 PR0601* NAVD 88 ORTHO HEIGHT -   447.303 (meters)     1467.53  (feet) ADJUSTED
 PR0601  ______________________________________________________________________
 PR0601  GEOID HEIGHT    -        -25.731 (meters)                     GEOID18
 PR0601  DYNAMIC HEIGHT  -        447.205 (meters)     1467.21  (feet) COMP
 PR0601  MODELED GRAVITY -    980,385.3   (mgal)                       NAVD 88
 PR0601
 PR0601  VERT ORDER      -  SECOND    CLASS 0
 PR0601
 PR0601.The horizontal coordinates were scaled from a map and have
 PR0601.an estimated accuracy of +/- 6 seconds.
 PR0601
 PR0601.The orthometric height was determined by differential leveling and
 PR0601.adjusted by the NATIONAL GEODETIC SURVEY
 PR0601.in June 1991.
 PR0601
 PR0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0601.GEOID18 height accuracy estimate available here.
 PR0601
 PR0601.Click photographs - Photos may exist for this station.
 PR0601
 PR0601.The dynamic height is computed by dividing the NAVD 88
 PR0601.geopotential number by the normal gravity value computed on the
 PR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0601.degrees latitude (g = 980.6199 gals.).
 PR0601
 PR0601.The modeled gravity was interpolated from observed gravity values.
 PR0601
 PR0601;                    North         East    Units  Estimated Accuracy
 PR0601;SPC SD S     -   189,690.      819,080.      MT  (+/- 180 meters Scaled)
 PR0601
 PR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP121737(NAD 83)
 PR0601
 PR0601                          SUPERSEDED SURVEY CONTROL
 PR0601
 PR0601  NGVD 29 (??/??/92)  447.019  (m)         1466.59   (f) ADJ UNCH    2 0
 PR0601
 PR0601.Superseded values are not recommended for survey control.
 PR0601
 PR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0601.See file dsdata.pdf to determine how the superseded data were derived.
 PR0601
 PR0601_MARKER: DB = BENCH MARK DISK
 PR0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0601_STAMPING: T 82 1934
 PR0601_MARK LOGO: CGS
 PR0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0601+STABILITY: SURFACE MOTION
 PR0601
 PR0601  HISTORY     - Date     Condition        Report By
 PR0601  HISTORY     - 1934     MONUMENTED       CGS
 PR0601
 PR0601                          STATION DESCRIPTION
 PR0601
 PR0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0601'AT VILAS.
 PR0601'AT VILAS, MINER COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0601'PACIFIC RAILROAD, 110 FEET EAST OF THE SEMAPHORE AT THE STATION,
 PR0601'4 POLES EAST OF MILEPOST 359, AT A ROAD CROSSING, 45 FEET SOUTH
 PR0601'OF THE CENTER LINE OF THE TRACK, 34 FEET WEST OF THE CENTER
 PR0601'LINE OF THE ROAD, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 PR0601'STAMPED T 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0031 ***********************************************************************
 PS0031  DESIGNATION -  T 83
 PS0031  PID         -  PS0031
 PS0031  STATE/COUNTY-  SD/BEADLE
 PS0031  COUNTRY     -  US
 PS0031  USGS QUAD   -  LAKE BYRON (2017)
 PS0031
 PS0031                         *CURRENT SURVEY CONTROL
 PS0031  ______________________________________________________________________
 PS0031* NAD 83(1986) POSITION- 44 30 03.     (N) 098 12 49.     (W)   SCALED
 PS0031* NAVD 88 ORTHO HEIGHT -   395.189 (meters)     1296.55  (feet) ADJUSTED
 PS0031  ______________________________________________________________________
 PS0031  GEOID HEIGHT    -        -24.707 (meters)                     GEOID18
 PS0031  DYNAMIC HEIGHT  -        395.130 (meters)     1296.36  (feet) COMP
 PS0031  MODELED GRAVITY -    980,457.8   (mgal)                       NAVD 88
 PS0031
 PS0031  VERT ORDER      -  SECOND    CLASS 0
 PS0031
 PS0031.The horizontal coordinates were scaled from a map and have
 PS0031.an estimated accuracy of +/- 6 seconds.
 PS0031
 PS0031.The orthometric height was determined by differential leveling and
 PS0031.adjusted by the NATIONAL GEODETIC SURVEY
 PS0031.in June 1991.
 PS0031
 PS0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0031.GEOID18 height accuracy estimate available here.
 PS0031
 PS0031.Click photographs - Photos may exist for this station.
 PS0031
 PS0031.The dynamic height is computed by dividing the NAVD 88
 PS0031.geopotential number by the normal gravity value computed on the
 PS0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0031.degrees latitude (g = 980.6199 gals.).
 PS0031
 PS0031.The modeled gravity was interpolated from observed gravity values.
 PS0031
 PS0031;                    North         East    Units  Estimated Accuracy
 PS0031;SPC SD N     -    75,740.      742,060.      MT  (+/- 180 meters Scaled)
 PS0031
 PS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625278(NAD 83)
 PS0031
 PS0031                          SUPERSEDED SURVEY CONTROL
 PS0031
 PS0031  NGVD 29 (??/??/92)  394.93   (m)         1295.7    (f) COMPUTED    2 0
 PS0031
 PS0031.Superseded values are not recommended for survey control.
 PS0031
 PS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0031.See file dsdata.pdf to determine how the superseded data were derived.
 PS0031
 PS0031_MARKER: DB = BENCH MARK DISK
 PS0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0031_SP_SET: CULVERT HEADWALL
 PS0031_STAMPING: T 83 1934
 PS0031_MARK LOGO: CGS
 PS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0031+STABILITY: SURFACE MOTION
 PS0031
 PS0031  HISTORY     - Date     Condition        Report By
 PS0031  HISTORY     - 1934     MONUMENTED       CGS
 PS0031  HISTORY     - 1951     MARK NOT FOUND   USGS
 PS0031
 PS0031                          STATION DESCRIPTION
 PS0031
 PS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0031'9.3 MI N FROM HURON.
 PS0031'9.3 MILES NORTH OF C AND NW DEPOT, ALONG HIWAY 37, 21 FEET SOUTH
 PS0031'OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 32 FEET WEST OF
 PS0031'CENTERLINE OF HIWAY.  SET IN CENTER OF SOUTH HEADWALL OF 16 INCH
 PS0031'CONCRETE CULVERT, LEVEL WITH ROAD.
 PS0031
 PS0031                          STATION RECOVERY (1951)
 PS0031
 PS0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PS0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0032 ***********************************************************************
 PS0032  DESIGNATION -  T 83 RESET
 PS0032  PID         -  PS0032
 PS0032  STATE/COUNTY-  SD/BEADLE
 PS0032  COUNTRY     -  US
 PS0032  USGS QUAD   -  LAKE BYRON (2017)
 PS0032
 PS0032                         *CURRENT SURVEY CONTROL
 PS0032  ______________________________________________________________________
 PS0032* NAD 83(1986) POSITION- 44 30 04.     (N) 098 12 49.     (W)   SCALED
 PS0032* NAVD 88 ORTHO HEIGHT -   395.13  (meters)     1296.4   (feet) RESET
 PS0032  ______________________________________________________________________
 PS0032  GEOID HEIGHT    -        -24.706 (meters)                     GEOID18
 PS0032  VERT ORDER      -  THIRD
 PS0032
 PS0032.The horizontal coordinates were scaled from a map and have
 PS0032.an estimated accuracy of +/- 6 seconds.
 PS0032
 PS0032.The orthometric height was computed from unverified reset data.
 PS0032
 PS0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0032.GEOID18 height accuracy estimate available here.
 PS0032
 PS0032.Click photographs - Photos may exist for this station.
 PS0032
 PS0032;                    North         East    Units  Estimated Accuracy
 PS0032;SPC SD N     -    75,770.      742,050.      MT  (+/- 180 meters Scaled)
 PS0032
 PS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625278(NAD 83)
 PS0032
 PS0032                          SUPERSEDED SURVEY CONTROL
 PS0032
 PS0032.No superseded survey control is available for this station.
 PS0032
 PS0032_MARKER: DB = BENCH MARK DISK
 PS0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0032_STAMPING: T 83 RESET 1951
 PS0032_MARK LOGO: CGS
 PS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0032+STABILITY: SURFACE MOTION
 PS0032
 PS0032  HISTORY     - Date     Condition        Report By
 PS0032  HISTORY     - 1951     MONUMENTED       SDHD
 PS0032  HISTORY     - 1956     GOOD             CGS
 PS0032
 PS0032                          STATION DESCRIPTION
 PS0032
 PS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PS0032'9.3 MI N FROM HURON.
 PS0032'9.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 PS0032'NORTH WESTERN RAILWAY CROSSING ON DAKOTA AVENUE IN HURON, BEADLE
 PS0032'COUNTY, 127 FEET WEST AND 29 FEET NORTH OF THE SOUTHEAST CORNER
 PS0032'OF SECTION 13, T 112 N, R 62 W, 1 FOOT WEST OF A U.S. CADASTRAL
 PS0032'STATION MARKED S-13+30, AND IN AN EAST-AND-WEST FENCE LINE.  A
 PS0032'STANDARD DISK, STAMPED T 83 RESET 1951 AND SET IN THE TOP OF A
 PS0032'CONCRETE POST.  33 FEET NORTH AND 132 FEET WEST OF CENTERLINE
 PS0032'OF CROSS-ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0106 ***********************************************************************
 QR0106  DESIGNATION -  T 86
 QR0106  PID         -  QR0106
 QR0106  STATE/COUNTY-  SD/SPINK
 QR0106  COUNTRY     -  US
 QR0106  USGS QUAD   -  MELLETTE (2017)
 QR0106
 QR0106                         *CURRENT SURVEY CONTROL
 QR0106  ______________________________________________________________________
 QR0106* NAD 83(1986) POSITION- 45 09 24.     (N) 098 29 33.     (W)   SCALED
 QR0106* NAVD 88 ORTHO HEIGHT -   395.336 (meters)     1297.03  (feet) ADJUSTED
 QR0106  ______________________________________________________________________
 QR0106  GEOID HEIGHT    -        -24.373 (meters)                     GEOID18
 QR0106  DYNAMIC HEIGHT  -        395.299 (meters)     1296.91  (feet) COMP
 QR0106  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 QR0106
 QR0106  VERT ORDER      -  SECOND    CLASS 0
 QR0106
 QR0106.The horizontal coordinates were scaled from a map and have
 QR0106.an estimated accuracy of +/- 6 seconds.
 QR0106
 QR0106.The orthometric height was determined by differential leveling and
 QR0106.adjusted by the NATIONAL GEODETIC SURVEY
 QR0106.in June 1991.
 QR0106
 QR0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0106.GEOID18 height accuracy estimate available here.
 QR0106
 QR0106.Click photographs - Photos may exist for this station.
 QR0106
 QR0106.The dynamic height is computed by dividing the NAVD 88
 QR0106.geopotential number by the normal gravity value computed on the
 QR0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0106.degrees latitude (g = 980.6199 gals.).
 QR0106
 QR0106.The modeled gravity was interpolated from observed gravity values.
 QR0106
 QR0106;                    North         East    Units  Estimated Accuracy
 QR0106;SPC SD N     -   148,160.      718,520.      MT  (+/- 180 meters Scaled)
 QR0106
 QR0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR398004(NAD 83)
 QR0106
 QR0106                          SUPERSEDED SURVEY CONTROL
 QR0106
 QR0106  NGVD 29 (??/??/92)  395.052  (m)         1296.10   (f) ADJ UNCH    2 0
 QR0106
 QR0106.Superseded values are not recommended for survey control.
 QR0106
 QR0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0106.See file dsdata.pdf to determine how the superseded data were derived.
 QR0106
 QR0106_MARKER: DB = BENCH MARK DISK
 QR0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0106_STAMPING: T 86 1934
 QR0106_MARK LOGO: CGS
 QR0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0106+STABILITY: SURFACE MOTION
 QR0106
 QR0106  HISTORY     - Date     Condition        Report By
 QR0106  HISTORY     - 1934     MONUMENTED       CGS
 QR0106
 QR0106                          STATION DESCRIPTION
 QR0106
 QR0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0106'0.7 MI E FROM MELLETTE.
 QR0106'0.7 MILE EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QR0106'FROM THE HIGH SCHOOL AT MELLETTE, SPINK COUNTY, ABOUT 15-1/2
 QR0106'POLES WEST OF MILEPOST 310, AT A PUBLIC-ROAD CROSSING, ABOUT 129
 QR0106'FEET EAST OF THE ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE
 QR0106'TRACK, 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 QR0106'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 86
 QR0106'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0107 ***********************************************************************
 QR0107  DESIGNATION -  T 86 RESET
 QR0107  PID         -  QR0107
 QR0107  STATE/COUNTY-  SD/SPINK
 QR0107  COUNTRY     -  US
 QR0107  USGS QUAD   -  MELLETTE (2017)
 QR0107
 QR0107                         *CURRENT SURVEY CONTROL
 QR0107  ______________________________________________________________________
 QR0107* NAD 83(1986) POSITION- 45 09 24.     (N) 098 29 33.     (W)   SCALED
 QR0107* NAVD 88 ORTHO HEIGHT -   395.15  (meters)     1296.4   (feet) RESET
 QR0107  ______________________________________________________________________
 QR0107  GEOID HEIGHT    -        -24.373 (meters)                     GEOID18
 QR0107  VERT ORDER      -  THIRD
 QR0107
 QR0107.The horizontal coordinates were scaled from a map and have
 QR0107.an estimated accuracy of +/- 6 seconds.
 QR0107
 QR0107.The orthometric height was computed from unverified reset data.
 QR0107
 QR0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0107.GEOID18 height accuracy estimate available here.
 QR0107
 QR0107.Click photographs - Photos may exist for this station.
 QR0107
 QR0107;                    North         East    Units  Estimated Accuracy
 QR0107;SPC SD N     -   148,160.      718,520.      MT  (+/- 180 meters Scaled)
 QR0107
 QR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR398004(NAD 83)
 QR0107
 QR0107                          SUPERSEDED SURVEY CONTROL
 QR0107
 QR0107.No superseded survey control is available for this station.
 QR0107
 QR0107_MARKER: DB = BENCH MARK DISK
 QR0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0107_STAMPING: T 86 RESET 1961
 QR0107_MARK LOGO: CGS
 QR0107_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0107+STABILITY: SURFACE MOTION
 QR0107
 QR0107  HISTORY     - Date     Condition        Report By
 QR0107  HISTORY     - 1961     MONUMENTED       CGS
 QR0107
 QR0107                          STATION DESCRIPTION
 QR0107
 QR0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QR0107'NEAR MELLETTE.
 QR0107'AT THE NORTHEAST EDGE OF MELLETTE, SPINK COUNTY, ABOUT 375
 QR0107'FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 AND A DIRT
 QR0107'ROAD, ABOUT 34 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 QR0107'ROAD, ABOUT 6 FEET NORTH-NORTHEAST OF A TELEPHONE POLE GUY POLE
 QR0107'AND 1 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 QR0107'POST PROJECTING 2 INCHES.  THE RAILROAD HAS BEEN REMOVED AND
 QR0107'THE OLD RAILROAD GRADE HAS BEEN LEVELED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0148 ***********************************************************************
 QR0148  DESIGNATION -  T 89
 QR0148  PID         -  QR0148
 QR0148  STATE/COUNTY-  SD/MCPHERSON
 QR0148  COUNTRY     -  US
 QR0148  USGS QUAD   -  WETONKA NORTH (2017)
 QR0148
 QR0148                         *CURRENT SURVEY CONTROL
 QR0148  ______________________________________________________________________
 QR0148* NAD 83(1986) POSITION- 45 44 11.     (N) 098 45 39.     (W)   SCALED
 QR0148* NAVD 88 ORTHO HEIGHT -   450.632 (meters)     1478.45  (feet) ADJUSTED
 QR0148  ______________________________________________________________________
 QR0148  GEOID HEIGHT    -        -24.033 (meters)                     GEOID18
 QR0148  DYNAMIC HEIGHT  -        450.608 (meters)     1478.37  (feet) COMP
 QR0148  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 QR0148
 QR0148  VERT ORDER      -  SECOND    CLASS 0
 QR0148
 QR0148.The horizontal coordinates were scaled from a map and have
 QR0148.an estimated accuracy of +/- 6 seconds.
 QR0148
 QR0148.The orthometric height was determined by differential leveling and
 QR0148.adjusted by the NATIONAL GEODETIC SURVEY
 QR0148.in June 1991.
 QR0148
 QR0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0148.GEOID18 height accuracy estimate available here.
 QR0148
 QR0148.Click photographs - Photos may exist for this station.
 QR0148
 QR0148.The dynamic height is computed by dividing the NAVD 88
 QR0148.geopotential number by the normal gravity value computed on the
 QR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0148.degrees latitude (g = 980.6199 gals.).
 QR0148
 QR0148.The modeled gravity was interpolated from observed gravity values.
 QR0148
 QR0148;                    North         East    Units  Estimated Accuracy
 QR0148;SPC SD N     -   212,220.      696,440.      MT  (+/- 180 meters Scaled)
 QR0148
 QR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR186647(NAD 83)
 QR0148
 QR0148                          SUPERSEDED SURVEY CONTROL
 QR0148
 QR0148  NGVD 29 (??/??/92)  450.30   (m)         1477.4    (f) COMPUTED    2 0
 QR0148
 QR0148.Superseded values are not recommended for survey control.
 QR0148
 QR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0148.See file dsdata.pdf to determine how the superseded data were derived.
 QR0148
 QR0148_MARKER: DB = BENCH MARK DISK
 QR0148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0148_SP_SET: CULVERT HEADWALL
 QR0148_STAMPING: T 89 1934
 QR0148_MARK LOGO: CGS
 QR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0148+STABILITY: SURFACE MOTION
 QR0148
 QR0148  HISTORY     - Date     Condition        Report By
 QR0148  HISTORY     - 1934     MONUMENTED       CGS
 QR0148
 QR0148                          STATION DESCRIPTION
 QR0148
 QR0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0148'9.7 MI E FROM LEOLA.
 QR0148'9.7 MILES EAST OF THE CITY WATER TOWER AT LEOLA.  ALONG STATE
 QR0148'HIGHWAY 10 AT 5 FOOT BY 10 FOOT R C B CULVERT, 700 FEET WEST OF
 QR0148'THE SCHOOL HOUSE, 700 FEET EAST OF TURN EAST.  SET IN THE EAST
 QR0148'END OF THE NORTH HEADWALL, 3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0149 ***********************************************************************
 QR0149  DESIGNATION -  T 89 RESET
 QR0149  PID         -  QR0149
 QR0149  STATE/COUNTY-  SD/MCPHERSON
 QR0149  COUNTRY     -  US
 QR0149  USGS QUAD   -  WETONKA NORTH (2017)
 QR0149
 QR0149                         *CURRENT SURVEY CONTROL
 QR0149  ______________________________________________________________________
 QR0149* NAD 83(1986) POSITION- 45 44 11.     (N) 098 45 39.     (W)   SCALED
 QR0149* NAVD 88 ORTHO HEIGHT -   449.84  (meters)     1475.9   (feet) RESET
 QR0149  ______________________________________________________________________
 QR0149  GEOID HEIGHT    -        -24.033 (meters)                     GEOID18
 QR0149  VERT ORDER      -  THIRD
 QR0149
 QR0149.The horizontal coordinates were scaled from a map and have
 QR0149.an estimated accuracy of +/- 6 seconds.
 QR0149
 QR0149.The orthometric height was computed from unverified reset data.
 QR0149
 QR0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0149.GEOID18 height accuracy estimate available here.
 QR0149
 QR0149.Click photographs - Photos may exist for this station.
 QR0149
 QR0149;                    North         East    Units  Estimated Accuracy
 QR0149;SPC SD N     -   212,220.      696,440.      MT  (+/- 180 meters Scaled)
 QR0149
 QR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR186647(NAD 83)
 QR0149
 QR0149                          SUPERSEDED SURVEY CONTROL
 QR0149
 QR0149.No superseded survey control is available for this station.
 QR0149
 QR0149_MARKER: DB = BENCH MARK DISK
 QR0149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0149_SP_SET: BOX CULVERT HEADWALL
 QR0149_STAMPING: T 89 RESET 1951
 QR0149_MARK LOGO: CGS
 QR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0149+STABILITY: SURFACE MOTION
 QR0149
 QR0149  HISTORY     - Date     Condition        Report By
 QR0149  HISTORY     - 1951     MONUMENTED       SDHD
 QR0149
 QR0149                          STATION DESCRIPTION
 QR0149
 QR0149'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1951
 QR0149'9.7 MI E FROM LEOLA.
 QR0149'9.7 MILES EAST ALONG STATE HIGHWAY 10 FROM THE MUNICIPAL WATER
 QR0149'TOWER AT LEOLA, MC PHERSON COUNTY, 700 FEET WEST OF A SCHOOLHOUSE,
 QR0149'700 FEET EAST OF THE POINT WHERE THE ROAD TURNS EAST, AT A
 QR0149'5- BY 10-FOOT REINFORCED CONCRETE-BOX CULVERT, AND IN THE TOP OF
 QR0149'THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED T 89 RESET 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0261 ***********************************************************************
 OS0261  DESIGNATION -  T 9
 OS0261  PID         -  OS0261
 OS0261  STATE/COUNTY-  SD/JACKSON
 OS0261  COUNTRY     -  US
 OS0261  USGS QUAD   -  BELVIDERE (2017)
 OS0261
 OS0261                         *CURRENT SURVEY CONTROL
 OS0261  ______________________________________________________________________
 OS0261* NAD 83(1986) POSITION- 43 49 57.     (N) 101 16 43.     (W)   SCALED
 OS0261* NAVD 88 ORTHO HEIGHT -   703.357 (meters)     2307.60  (feet) ADJUSTED
 OS0261  ______________________________________________________________________
 OS0261  GEOID HEIGHT    -        -22.491 (meters)                     GEOID18
 OS0261  DYNAMIC HEIGHT  -        703.126 (meters)     2306.84  (feet) COMP
 OS0261  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OS0261
 OS0261  VERT ORDER      -  FIRST     CLASS II
 OS0261
 OS0261.The horizontal coordinates were scaled from a map and have
 OS0261.an estimated accuracy of +/- 6 seconds.
 OS0261
 OS0261.The orthometric height was determined by differential leveling and
 OS0261.adjusted by the NATIONAL GEODETIC SURVEY
 OS0261.in June 1991.
 OS0261
 OS0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0261.GEOID18 height accuracy estimate available here.
 OS0261
 OS0261.Click photographs - Photos may exist for this station.
 OS0261
 OS0261.The dynamic height is computed by dividing the NAVD 88
 OS0261.geopotential number by the normal gravity value computed on the
 OS0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0261.degrees latitude (g = 980.6199 gals.).
 OS0261
 OS0261.The modeled gravity was interpolated from observed gravity values.
 OS0261
 OS0261;                    North         East    Units  Estimated Accuracy
 OS0261;SPC SD S     -   166,980.      523,980.      MT  (+/- 180 meters Scaled)
 OS0261
 OS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP167557(NAD 83)
 OS0261
 OS0261                          SUPERSEDED SURVEY CONTROL
 OS0261
 OS0261  NGVD 29 (??/??/92)  702.887  (m)         2306.06   (f) ADJ UNCH    1 2
 OS0261
 OS0261.Superseded values are not recommended for survey control.
 OS0261
 OS0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0261.See file dsdata.pdf to determine how the superseded data were derived.
 OS0261
 OS0261_MARKER: DB = BENCH MARK DISK
 OS0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OS0261_SP_SET: LIGHT STRUCTURE
 OS0261_STAMPING: T 9 1925 2306.071
 OS0261_MARK LOGO: CGS
 OS0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0261+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1988
 OS0261
 OS0261  HISTORY     - Date     Condition        Report By
 OS0261  HISTORY     - 1925     MONUMENTED       CGS
 OS0261  HISTORY     - 1962     GOOD             CGS
 OS0261  HISTORY     - 19880505 GOOD             NGS
 OS0261
 OS0261                          STATION DESCRIPTION
 OS0261
 OS0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0261'0.5 MI W FROM BELVIDERE.
 OS0261'ABOUT 0.1 MILE SOUTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0261'ST. PAUL AND PACIFIC RAILROAD STATION AT BELVIDERE, THENCE 0.4
 OS0261'MILE WEST ALONG A DIRT ROAD, ABOUT 0.2 MILE SOUTH OF RAILROAD
 OS0261'TRACKS, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 OS0261'LEVEL WITH THE ROAD, AND SET IN THE TOP OF THE NORTHWEST
 OS0261'WINGWALL OF A CONCRETE CULVERT.
 OS0261
 OS0261                          STATION RECOVERY (1988)
 OS0261
 OS0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OS0261'0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 63, FROM ITS JUNCTION
 OS0261'WITH INTERSTATE HIGHWAY 90, THEN 0.6 KM (0.35 MI) WEST ALONG A
 OS0261'COUNTY ROAD, IN THE TOP OF THE NORTHWEST END OF THE NORTH WING
 OS0261'WALL OF A CULVERT, ABOUT LEVEL WITH THE ROAD AND 5.5 M (18.0 FT),
 OS0261'NORTH OF THE ROAD CENTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0159 ***********************************************************************
 QQ0159  DESIGNATION -  T 92
 QQ0159  PID         -  QQ0159
 QQ0159  STATE/COUNTY-  SD/ROBERTS
 QQ0159  COUNTRY     -  US
 QQ0159  USGS QUAD   -  ROSHOLT (2017)
 QQ0159
 QQ0159                         *CURRENT SURVEY CONTROL
 QQ0159  ______________________________________________________________________
 QQ0159* NAD 83(1986) POSITION- 45 52 09.     (N) 096 43 58.     (W)   SCALED
 QQ0159* NAVD 88 ORTHO HEIGHT -   319.426 (meters)     1047.98  (feet) ADJUSTED
 QQ0159  ______________________________________________________________________
 QQ0159  GEOID HEIGHT    -        -26.248 (meters)                     GEOID18
 QQ0159  DYNAMIC HEIGHT  -        319.422 (meters)     1047.97  (feet) COMP
 QQ0159  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 QQ0159
 QQ0159  VERT ORDER      -  SECOND    CLASS 0
 QQ0159
 QQ0159.The horizontal coordinates were scaled from a map and have
 QQ0159.an estimated accuracy of +/- 6 seconds.
 QQ0159
 QQ0159.The orthometric height was determined by differential leveling and
 QQ0159.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0159.in June 1991.
 QQ0159
 QQ0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0159.GEOID18 height accuracy estimate available here.
 QQ0159
 QQ0159.Click photographs - Photos may exist for this station.
 QQ0159
 QQ0159.The dynamic height is computed by dividing the NAVD 88
 QQ0159.geopotential number by the normal gravity value computed on the
 QQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0159.degrees latitude (g = 980.6199 gals.).
 QQ0159
 QQ0159.The modeled gravity was interpolated from observed gravity values.
 QQ0159
 QQ0159;                    North         East    Units  Estimated Accuracy
 QQ0159;SPC SD N     -   231,360.      853,630.      MT  (+/- 180 meters Scaled)
 QQ0159
 QQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR759820(NAD 83)
 QQ0159
 QQ0159                          SUPERSEDED SURVEY CONTROL
 QQ0159
 QQ0159  NGVD 29 (??/??/92)  319.220  (m)         1047.31   (f) ADJ UNCH    2 0
 QQ0159
 QQ0159.Superseded values are not recommended for survey control.
 QQ0159
 QQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0159.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0159
 QQ0159_MARKER: DB = BENCH MARK DISK
 QQ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0159_STAMPING: T 92 1934
 QQ0159_MARK LOGO: CGS
 QQ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0159+STABILITY: SURFACE MOTION
 QQ0159
 QQ0159  HISTORY     - Date     Condition        Report By
 QQ0159  HISTORY     - 1934     MONUMENTED       CGS
 QQ0159
 QQ0159                          STATION DESCRIPTION
 QQ0159
 QQ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0159'AT ROSHOLT.
 QQ0159'AT ROSHOLT, ROBERTS COUNTY, AT THE MINNEAPOLIS, ST. PAUL AND
 QQ0159'SAULT STE. MARIE RAILWAY STATION, ABOUT 2 POLES WEST OF MILEPOST
 QQ0159'18, 39 FEET NORTH OF A BLADE SEMAPHORE SIGNAL, 21 FEET SOUTH OF
 QQ0159'THE WEST END OF THE LOADING DOCK ON THE TEAM TRACK, 27 FEET
 QQ0159'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH
 QQ0159'THE TRACK.  A STANDARD DISK, STAMPED T 92 1934 AND SET IN THE
 QQ0159'TOP OF A CONCRETE POST.  NOTE-- MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0159'STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0291 ***********************************************************************
 PR0291  DESIGNATION -  T 93
 PR0291  PID         -  PR0291
 PR0291  STATE/COUNTY-  SD/DEUEL
 PR0291  COUNTRY     -  US
 PR0291  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0291
 PR0291                         *CURRENT SURVEY CONTROL
 PR0291  ______________________________________________________________________
 PR0291* NAD 83(1986) POSITION- 44 50 21.     (N) 096 40 34.     (W)   SCALED
 PR0291* NAVD 88 ORTHO HEIGHT -   548.824 (meters)     1800.60  (feet) ADJUSTED
 PR0291  ______________________________________________________________________
 PR0291  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 PR0291  DYNAMIC HEIGHT  -        548.747 (meters)     1800.35  (feet) COMP
 PR0291  MODELED GRAVITY -    980,457.8   (mgal)                       NAVD 88
 PR0291
 PR0291  VERT ORDER      -  SECOND    CLASS 0
 PR0291
 PR0291.The horizontal coordinates were scaled from a map and have
 PR0291.an estimated accuracy of +/- 6 seconds.
 PR0291
 PR0291.The orthometric height was determined by differential leveling and
 PR0291.adjusted by the NATIONAL GEODETIC SURVEY
 PR0291.in June 1991.
 PR0291
 PR0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0291.GEOID18 height accuracy estimate available here.
 PR0291
 PR0291.Click photographs - Photos may exist for this station.
 PR0291
 PR0291.The dynamic height is computed by dividing the NAVD 88
 PR0291.geopotential number by the normal gravity value computed on the
 PR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0291.degrees latitude (g = 980.6199 gals.).
 PR0291
 PR0291.The modeled gravity was interpolated from observed gravity values.
 PR0291
 PR0291;                    North         East    Units  Estimated Accuracy
 PR0291;SPC SD N     -   117,160.      862,720.      MT  (+/- 180 meters Scaled)
 PR0291
 PR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ836677(NAD 83)
 PR0291
 PR0291                          SUPERSEDED SURVEY CONTROL
 PR0291
 PR0291  NGVD 29 (??/??/92)  548.571  (m)         1799.77   (f) ADJ UNCH    2 0
 PR0291
 PR0291.Superseded values are not recommended for survey control.
 PR0291
 PR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0291.See file dsdata.pdf to determine how the superseded data were derived.
 PR0291
 PR0291_MARKER: DB = BENCH MARK DISK
 PR0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0291_STAMPING: T 93 1934
 PR0291_MARK LOGO: CGS
 PR0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0291+STABILITY: SURFACE MOTION
 PR0291
 PR0291  HISTORY     - Date     Condition        Report By
 PR0291  HISTORY     - 1934     MONUMENTED       CGS
 PR0291  HISTORY     - 1973     GOOD             USGS
 PR0291
 PR0291                          STATION DESCRIPTION
 PR0291
 PR0291'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0291'0.7 MI E FROM ALTAMONT.
 PR0291'ALTAMONT ABOUT 0.7 MILE EAST OF, T 116 N, R 49 W, IN THE SW 1/4
 PR0291'OF SEC 25, ABOUT 1800 FEET EAST OF U.S. HWY 77, ABOUT 350 FEET
 PR0291'WEST OF THE THIRD CULVERT EAST OF THE HWY ON THE OLD RR GRADE,
 PR0291'AT THE TOP OF A SMALL KNOLL.  IN A CONCRETE POST A STD DISK
 PR0291'STAMPED T 93 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0218 ***********************************************************************
 PR0218  DESIGNATION -  T 95
 PR0218  PID         -  PR0218
 PR0218  STATE/COUNTY-  SD/BROOKINGS
 PR0218  COUNTRY     -  US
 PR0218  USGS QUAD   -  AURORA (2017)
 PR0218
 PR0218                         *CURRENT SURVEY CONTROL
 PR0218  ______________________________________________________________________
 PR0218* NAD 83(1986) POSITION- 44 17 36.     (N) 096 44 08.     (W)   SCALED
 PR0218* NAVD 88 ORTHO HEIGHT -   492.287 (meters)     1615.11  (feet) ADJUSTED
 PR0218  ______________________________________________________________________
 PR0218  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 PR0218  DYNAMIC HEIGHT  -        492.193 (meters)     1614.80  (feet) COMP
 PR0218  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 PR0218
 PR0218  VERT ORDER      -  SECOND    CLASS 0
 PR0218
 PR0218.The horizontal coordinates were scaled from a map and have
 PR0218.an estimated accuracy of +/- 6 seconds.
 PR0218
 PR0218.The orthometric height was determined by differential leveling and
 PR0218.adjusted by the NATIONAL GEODETIC SURVEY
 PR0218.in June 1991.
 PR0218
 PR0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0218.GEOID18 height accuracy estimate available here.
 PR0218
 PR0218.Click photographs - Photos may exist for this station.
 PR0218
 PR0218.The dynamic height is computed by dividing the NAVD 88
 PR0218.geopotential number by the normal gravity value computed on the
 PR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0218.degrees latitude (g = 980.6199 gals.).
 PR0218
 PR0218.The modeled gravity was interpolated from observed gravity values.
 PR0218
 PR0218;                    North         East    Units  Estimated Accuracy
 PR0218;SPC SD N     -    56,370.      860,470.      MT  (+/- 180 meters Scaled)
 PR0218
 PR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ806069(NAD 83)
 PR0218
 PR0218                          SUPERSEDED SURVEY CONTROL
 PR0218
 PR0218  NGVD 29 (??/??/92)  492.032  (m)         1614.28   (f) ADJ UNCH    2 0
 PR0218
 PR0218.Superseded values are not recommended for survey control.
 PR0218
 PR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0218.See file dsdata.pdf to determine how the superseded data were derived.
 PR0218
 PR0218_MARKER: DB = BENCH MARK DISK
 PR0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0218_STAMPING: T 95 1934
 PR0218_MARK LOGO: CGS
 PR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0218+STABILITY: SURFACE MOTION
 PR0218
 PR0218  HISTORY     - Date     Condition        Report By
 PR0218  HISTORY     - 1934     MONUMENTED       CGS
 PR0218
 PR0218                          STATION DESCRIPTION
 PR0218
 PR0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0218'2.4 MI W FROM AURORA.
 PR0218'2.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0218'THE STATION AT AURORA, BROOKINGS COUNTY, 10 POLES WEST OF
 PR0218'MILEPOST 287, 51 FEET NORTH OF THE CENTER LINE OF THE TRACK, IN
 PR0218'THE CORNER OF A FIELD, 8 FEET WEST OF A NORTH-AND-SOUTH FENCE,
 PR0218'1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER
 PR0218'THAN THE RAIL.  A STANDARD DISK, STAMPED T 95 1934 AND SET IN
 PR0218'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0423 ***********************************************************************
 PR0423  DESIGNATION -  T RESET
 PR0423  PID         -  PR0423
 PR0423  STATE/COUNTY-  SD/CODINGTON
 PR0423  COUNTRY     -  US
 PR0423  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0423
 PR0423                         *CURRENT SURVEY CONTROL
 PR0423  ______________________________________________________________________
 PR0423* NAD 83(1986) POSITION- 44 54 03.     (N) 097 06 55.     (W)   SCALED
 PR0423* NAVD 88 ORTHO HEIGHT -   529.79  (meters)     1738.2   (feet) RESET
 PR0423  ______________________________________________________________________
 PR0423  GEOID HEIGHT    -        -25.120 (meters)                     GEOID18
 PR0423  VERT ORDER      -  THIRD
 PR0423
 PR0423.The horizontal coordinates were scaled from a map and have
 PR0423.an estimated accuracy of +/- 6 seconds.
 PR0423
 PR0423.The orthometric height was computed from unverified reset data.
 PR0423
 PR0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0423.GEOID18 height accuracy estimate available here.
 PR0423
 PR0423.Click photographs - Photos may exist for this station.
 PR0423
 PR0423;                    North         East    Units  Estimated Accuracy
 PR0423;SPC SD N     -   122,680.      827,780.      MT  (+/- 180 meters Scaled)
 PR0423
 PR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ488736(NAD 83)
 PR0423
 PR0423                          SUPERSEDED SURVEY CONTROL
 PR0423
 PR0423.No superseded survey control is available for this station.
 PR0423
 PR0423_MARKER: DB = BENCH MARK DISK
 PR0423_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0423+WITH SETTING: PAVEMENT
 PR0423_SP_SET: STEAM MANHOLE
 PR0423_STAMPING: T RESET 1965
 PR0423_MARK LOGO: CGS
 PR0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0423+STABILITY: SURFACE MOTION
 PR0423
 PR0423  HISTORY     - Date     Condition        Report By
 PR0423  HISTORY     - 1965     MONUMENTED       LOCENG
 PR0423  HISTORY     - 1977     GOOD             NGS
 PR0423
 PR0423                          STATION DESCRIPTION
 PR0423
 PR0423'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 PR0423'AT WATERTOWN.
 PR0423'AT WATERTOWN, 100 FEET EAST OF THE CENTERLINE OF FIRST STREET
 PR0423'SOUTHWEST, 28 FEET NORTH OF THE CENTERLINE OF KEMP AVENUE, AND
 PR0423'SET IN THE CURB ON TOP OF A STEAM MANHOLE ACROSS KEMP AVENUE
 PR0423'NORTH OF MAIN ENTRANCE TO THE CITY HALL.
 PR0423
 PR0423                          STATION RECOVERY (1977)
 PR0423
 PR0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PR0423'THE MARK WAS REMOVED AT THIS TIME A NEW MARK WAS SET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0731 ***********************************************************************
 OS0731  DESIGNATION -  T1 2S R25 26E SECS 1 6 31 36
 OS0731  PID         -  OS0731
 OS0731  STATE/COUNTY-  SD/JACKSON
 OS0731  COUNTRY     -  US
 OS0731  USGS QUAD   -  STAMFORD (2017)
 OS0731
 OS0731                         *CURRENT SURVEY CONTROL
 OS0731  ______________________________________________________________________
 OS0731* NAD 83(1996) POSITION- 43 54 29.82279(N) 101 03 51.42876(W)   ADJUSTED
 OS0731* NAVD 88 ORTHO HEIGHT -   752.5   (meters)     2469.    (feet) VERTCON3
 OS0731  ______________________________________________________________________
 OS0731  GEOID HEIGHT    -        -23.202 (meters)                     GEOID18
 OS0731  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 OS0731  HORZ ORDER      -  SECOND
 OS0731
 OS0731.The horizontal coordinates were established by classical geodetic methods
 OS0731.and adjusted by the National Geodetic Survey in January 1998.
 OS0731
 OS0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0731
 OS0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0731.GEOID18 height accuracy estimate available here.
 OS0731
 OS0731.Click photographs - Photos may exist for this station.
 OS0731
 OS0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0731
 OS0731. The following values were computed from the NAD 83(1996) position.
 OS0731
 OS0731;                    North         East     Units Scale Factor Converg.
 OS0731;SPC SD S     -   175,223.368   541,288.328   MT  0.99991964   -0 30 15.3
 OS0731;SPC SD S     -   574,878.67  1,775,876.79   sFT  0.99991964   -0 30 15.3
 OS0731;UTM  14      - 4,863,757.524   334,241.566   MT  0.99993795   -1 25 54.9
 OS0731
 OS0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0731!SPC SD S     -   0.99988566  x   0.99991964  =   0.99980531
 OS0731!UTM  14      -   0.99988566  x   0.99993795  =   0.99982362
 OS0731
 OS0731:                Primary Azimuth Mark                     Grid Az
 OS0731:SPC SD S     -  STAMFORD                                 144 33 55.9
 OS0731:UTM  14      -  STAMFORD                                 145 29 35.5
 OS0731
 OS0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3424163757(NAD 83)
 OS0731
 OS0731|---------------------------------------------------------------------|
 OS0731| PID    Reference Object                     Distance      Geod. Az  |
 OS0731|                                                           dddmmss.s |
 OS0731| OS0733 STAMFORD                            APPROX. 1.0 KM 1440340.6 |
 OS0731| OS0730 GLO 10 RM 1                          13.935 METERS 22009     |
 OS0731| OS0729 GLO 10 RM 2                          12.876 METERS 30950     |
 OS0731|---------------------------------------------------------------------|
 OS0731
 OS0731                          SUPERSEDED SURVEY CONTROL
 OS0731
 OS0731  NAD 83(1986)-  43 54 29.81598(N)    101 03 51.43335(W) AD(       ) 2
 OS0731  NAD 27      -  43 54 29.84900(N)    101 03 49.92900(W) AD(       ) 2
 OS0731  NGVD 29 (07/19/86)  752.0    (m)         2467.     (f) VERT ANG       
 OS0731
 OS0731.Superseded values are not recommended for survey control.
 OS0731
 OS0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0731.See file dsdata.pdf to determine how the superseded data were derived.
 OS0731
 OS0731_MARKER: DD = SURVEY DISK
 OS0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0731+STABILITY: SURFACE MOTION
 OS0731
 OS0731  HISTORY     - Date     Condition        Report By
 OS0731  HISTORY     - 1924     MONUMENTED       CGS
 OS0731  HISTORY     - 1935     GOOD             CGS
 OS0731
 OS0731                          STATION DESCRIPTION
 OS0731
 OS0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0731'THE CORNER OF SECS. 31, 36, 1, 6, TPS. 1 AND 2 S, RS 25 AND 26
 OS0731'E, BLACK HILLS MERIDIAN.
 OS0731'
 OS0731'THE ORIGINAL MONUMENT IS A SMALL STONE MARKED WITH A CROSS AND
 OS0731'A GLASS VIAL CONTAINING A PIECE OF CARDBOARD MARKED TPS. 1 AND
 OS0731'2 S, RS 25 AND 26 E, DEPOSITED IN A MOUND OF EARTH, WITNESSED
 OS0731'BY FOUR PITS.
 OS0731'
 OS0731'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE.
 OS0731'
 OS0731'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, UNDER FENCE,
 OS0731'AND BEARS TO THE SW.
 OS0731'
 OS0731'REFERENCE MARK NO. 2--A BRASS DISK SET IN CONCRETE INSIDE OF
 OS0731'FENCE, AND BEARS TO THE NW.
 OS0731
 OS0731                          STATION RECOVERY (1935)
 OS0731
 OS0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0731'STATION MARK IS ABOUT 6 INCHES BELOW SURFACE, AS DESCRIBED.
 OS0731'REFERENCE MARKS PROJECT ABOUT 3 INCHES ABOVE GROUND.  DISTANCES
 OS0731'FROM STATION TO REFERENCES WERE CHECKED EXACTLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0900 ***********************************************************************
 OQ0900  DESIGNATION -  T100N R55W SEC 18 NW COR
 OQ0900  PID         -  OQ0900
 OQ0900  STATE/COUNTY-  SD/HUTCHINSON
 OQ0900  COUNTRY     -  US
 OQ0900  USGS QUAD   -  DOLTON (2017)
 OQ0900
 OQ0900                         *CURRENT SURVEY CONTROL
 OQ0900  ______________________________________________________________________
 OQ0900* NAD 83(1996) POSITION- 43 29 15.47623(N) 097 24 04.77717(W)   ADJUSTED
 OQ0900* NAVD 88 ORTHO HEIGHT -   441.    (meters)     1447.    (feet) SCALED
 OQ0900  ______________________________________________________________________
 OQ0900  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 OQ0900  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 OQ0900  HORZ ORDER      -  SECOND
 OQ0900
 OQ0900.The horizontal coordinates were established by classical geodetic methods
 OQ0900.and adjusted by the National Geodetic Survey in January 1998.
 OQ0900
 OQ0900.The orthometric height was scaled from a topographic map.
 OQ0900
 OQ0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0900.GEOID18 height accuracy estimate available here.
 OQ0900
 OQ0900.Click photographs - Photos may exist for this station.
 OQ0900
 OQ0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0900
 OQ0900. The following values were computed from the NAD 83(1996) position.
 OQ0900
 OQ0900;                    North         East     Units Scale Factor Converg.
 OQ0900;SPC SD S     -   132,417.755   837,108.602   MT  0.99990946   +2 01 21.5
 OQ0900;SPC SD S     -   434,440.58  2,746,413.81   sFT  0.99990946   +2 01 21.5
 OQ0900;UTM  14      - 4,816,209.156   629,270.937   MT  0.99980556   +1 06 01.3
 OQ0900
 OQ0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0900!SPC SD S     -   0.99993489  x   0.99990946  =   0.99984435
 OQ0900!UTM  14      -   0.99993489  x   0.99980556  =   0.99974046
 OQ0900
 OQ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2927016209(NAD 83)
 OQ0900
 OQ0900                          SUPERSEDED SURVEY CONTROL
 OQ0900
 OQ0900  NAD 83(1995)-  43 29 15.47685(N)    097 24 04.76359(W) AD(       ) 2
 OQ0900  NAD 83(1986)-  43 29 15.48280(N)    097 24 04.75964(W) AD(       ) 2
 OQ0900  NAD 27      -  43 29 15.54000(N)    097 24 03.53000(W) AD(       ) 2
 OQ0900  USSD        -  43 29 15.74000(N)    097 24 03.91000(W) AD(       ) 3
 OQ0900
 OQ0900.Superseded values are not recommended for survey control.
 OQ0900
 OQ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0900.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0900
 OQ0900_MARKER: Q = CHISELED SQUARE
 OQ0900_SETTING: 80 = SET IN A BOULDER
 OQ0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0900+STABILITY: SURFACE MOTION
 OQ0900
 OQ0900  HISTORY     - Date     Condition        Report By
 OQ0900  HISTORY     - 1903     MONUMENTED       CGS
 OQ0900  HISTORY     - 1935     MARK NOT FOUND   CGS
 OQ0900
 OQ0900                          STATION DESCRIPTION
 OQ0900
 OQ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0900'NORTHWEST CORNER IS MARKED BY A ROUGH SQUARE, CHISELED IN RELIEF ON
 OQ0900'THE HIGHEST POINT OF A BOULDER.
 OQ0900
 OQ0900                          STATION RECOVERY (1935)
 OQ0900
 OQ0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0900'THE NORTHWEST CORNER OF SEC. 18, T100N, R55W.  THIS MARK
 OQ0900'IS BURIED UNDER ROAD GRADE.  DID NOT DIG FOR IT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0901 ***********************************************************************
 OQ0901  DESIGNATION -  T100N R57W SEC 17 NW COR
 OQ0901  PID         -  OQ0901
 OQ0901  STATE/COUNTY-  SD/HUTCHINSON
 OQ0901  COUNTRY     -  US
 OQ0901  USGS QUAD   -  CLAYTON NE (2017)
 OQ0901
 OQ0901                         *CURRENT SURVEY CONTROL
 OQ0901  ______________________________________________________________________
 OQ0901* NAD 83(1996) POSITION- 43 29 12.50769(N) 097 37 12.35949(W)   ADJUSTED
 OQ0901* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 OQ0901  ______________________________________________________________________
 OQ0901  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 OQ0901  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 OQ0901  HORZ ORDER      -  SECOND
 OQ0901
 OQ0901.The horizontal coordinates were established by classical geodetic methods
 OQ0901.and adjusted by the National Geodetic Survey in January 1998.
 OQ0901
 OQ0901.The orthometric height was scaled from a topographic map.
 OQ0901
 OQ0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0901.GEOID18 height accuracy estimate available here.
 OQ0901
 OQ0901.Click photographs - Photos may exist for this station.
 OQ0901
 OQ0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0901
 OQ0901. The following values were computed from the NAD 83(1996) position.
 OQ0901
 OQ0901;                    North         East     Units Scale Factor Converg.
 OQ0901;SPC SD S     -   131,724.930   819,426.185   MT  0.99990950   +1 52 18.2
 OQ0901;SPC SD S     -   432,167.54  2,688,400.74   sFT  0.99990950   +1 52 18.2
 OQ0901;UTM  14      - 4,815,801.052   611,581.974   MT  0.99975315   +0 56 59.0
 OQ0901
 OQ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0901!SPC SD S     -   0.99993897  x   0.99990950  =   0.99984848
 OQ0901!UTM  14      -   0.99993897  x   0.99975315  =   0.99969214
 OQ0901
 OQ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1158115801(NAD 83)
 OQ0901
 OQ0901                          SUPERSEDED SURVEY CONTROL
 OQ0901
 OQ0901  NAD 83(1995)-  43 29 12.51219(N)    097 37 12.34663(W) AD(       ) 2
 OQ0901  NAD 83(1986)-  43 29 12.51768(N)    097 37 12.34303(W) AD(       ) 2
 OQ0901  NAD 27      -  43 29 12.62000(N)    097 37 11.01000(W) AD(       ) 2
 OQ0901  USSD        -  43 29 12.81000(N)    097 37 11.38000(W) AD(       ) 3
 OQ0901
 OQ0901.Superseded values are not recommended for survey control.
 OQ0901
 OQ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0901.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0901
 OQ0901_MARKER: Z = SEE DESCRIPTION
 OQ0901_SETTING: 80 = SET IN A BOULDER
 OQ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0901+STABILITY: SURFACE MOTION
 OQ0901
 OQ0901  HISTORY     - Date     Condition        Report By
 OQ0901  HISTORY     - 1903     MONUMENTED       CGS
 OQ0901  HISTORY     - 1935     MARK NOT FOUND   CGS
 OQ0901
 OQ0901                          STATION DESCRIPTION
 OQ0901
 OQ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0901'NORTHWEST CORNER IS MARKED BY A LARGE STONE, 12 BY 14 BY 20
 OQ0901'INCHES, SET AT THE CENTER OF THE CROSSING OF THE ROADS, WITH
 OQ0901'ITS TOP 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS AN OLD
 OQ0901'AND VERY RELIABLE CORNER.
 OQ0901
 OQ0901                          STATION RECOVERY (1935)
 OQ0901
 OQ0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0901'THE NORTHWEST CORNER OF SEC. 17, T. 100 N., R. 57 W.  MADE NO
 OQ0901'SEARCH FOR MARK AS STATION WOLF CREEK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0874 ***********************************************************************
 OQ0874  DESIGNATION -  T103N R55W SEC 21 NW COR
 OQ0874  PID         -  OQ0874
 OQ0874  STATE/COUNTY-  SD/MCCOOK
 OQ0874  COUNTRY     -  US
 OQ0874  USGS QUAD   -  SALEM (2017)
 OQ0874
 OQ0874                         *CURRENT SURVEY CONTROL
 OQ0874  ______________________________________________________________________
 OQ0874* NAD 83(1996) POSITION- 43 43 01.92026(N) 097 26 56.20337(W)   ADJUSTED
 OQ0874* NAVD 88 ORTHO HEIGHT -   461.    (meters)     1512.    (feet) SCALED
 OQ0874  ______________________________________________________________________
 OQ0874  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 OQ0874  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 OQ0874  HORZ ORDER      -  SECOND
 OQ0874
 OQ0874.The horizontal coordinates were established by classical geodetic methods
 OQ0874.and adjusted by the National Geodetic Survey in January 1998.
 OQ0874
 OQ0874.The orthometric height was scaled from a topographic map.
 OQ0874
 OQ0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0874.GEOID18 height accuracy estimate available here.
 OQ0874
 OQ0874.Click photographs - Photos may exist for this station.
 OQ0874
 OQ0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0874
 OQ0874. The following values were computed from the NAD 83(1996) position.
 OQ0874
 OQ0874;                    North         East     Units Scale Factor Converg.
 OQ0874;SPC SD S     -   157,771.191   832,373.781   MT  0.99990835   +1 59 23.3
 OQ0874;SPC SD S     -   517,620.98  2,730,879.65   sFT  0.99990835   +1 59 23.3
 OQ0874;UTM  14      - 4,841,632.579   624,944.275   MT  0.99979202   +1 04 19.5
 OQ0874
 OQ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0874!SPC SD S     -   0.99993174  x   0.99990835  =   0.99984009
 OQ0874!UTM  14      -   0.99993174  x   0.99979202  =   0.99972377
 OQ0874
 OQ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2494441632(NAD 83)
 OQ0874
 OQ0874                          SUPERSEDED SURVEY CONTROL
 OQ0874
 OQ0874  NAD 83(1995)-  43 43 01.92745(N)    097 26 56.18121(W) AD(       ) 2
 OQ0874  NAD 83(1986)-  43 43 01.92893(N)    097 26 56.17946(W) AD(       ) 2
 OQ0874  NAD 27      -  43 43 02.00000(N)    097 26 54.95000(W) AD(       ) 2
 OQ0874  USSD        -  43 43 02.19000(N)    097 26 55.34000(W) AD(       ) 3
 OQ0874
 OQ0874.Superseded values are not recommended for survey control.
 OQ0874
 OQ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0874.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0874
 OQ0874_MARKER: Z = SEE DESCRIPTION
 OQ0874_SETTING: 0 = UNSPECIFIED SETTING
 OQ0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0874
 OQ0874  HISTORY     - Date     Condition        Report By
 OQ0874  HISTORY     - 1903     MONUMENTED       CGS
 OQ0874  HISTORY     - 1935     GOOD             CGS
 OQ0874
 OQ0874                          STATION DESCRIPTION
 OQ0874
 OQ0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OQ0874'NORTHWEST CORNER IS MARKED BY A MOUND OF EARTH, IN WHICH WAS
 OQ0874'FOUND AN OLD OAK STAKE, 3 BY 14 INCHES, AND QUITE ROTTEN.
 OQ0874
 OQ0874                          STATION RECOVERY (1935)
 OQ0874
 OQ0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0874'NORTHWEST CORNER SEC. 21, T. 103 N., R. 55 W.  THIS MARK
 OQ0874'IS BURIED UNDER A HIGH ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0874 ***********************************************************************
 OR0874  DESIGNATION -  T104N R71W SECS 28 29 32 33
 OR0874  PID         -  OR0874
 OR0874  STATE/COUNTY-  SD/BRULE
 OR0874  COUNTRY     -  US
 OR0874  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0874
 OR0874                         *CURRENT SURVEY CONTROL
 OR0874  ______________________________________________________________________
 OR0874* NAD 83(1996) POSITION- 43 46 26.25654(N) 099 21 09.56264(W)   ADJUSTED
 OR0874* NAVD 88 ORTHO HEIGHT -   531.    (meters)     1742.    (feet) SCALED
 OR0874  ______________________________________________________________________
 OR0874  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 OR0874  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 OR0874  HORZ ORDER      -  SECOND
 OR0874
 OR0874.The horizontal coordinates were established by classical geodetic methods
 OR0874.and adjusted by the National Geodetic Survey in January 1998.
 OR0874
 OR0874.The orthometric height was scaled from a topographic map.
 OR0874
 OR0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0874.GEOID18 height accuracy estimate available here.
 OR0874
 OR0874.Click photographs - Photos may exist for this station.
 OR0874
 OR0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0874
 OR0874. The following values were computed from the NAD 83(1996) position.
 OR0874
 OR0874;                    North         East     Units Scale Factor Converg.
 OR0874;SPC SD S     -   160,507.747   678,945.480   MT  0.99991055   +0 40 35.5
 OR0874;SPC SD S     -   526,599.17  2,227,506.96   sFT  0.99991055   +0 40 35.5
 OR0874;UTM  14      - 4,846,828.016   471,618.966   MT  0.99960991   -0 14 38.3
 OR0874
 OR0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0874!SPC SD S     -   0.99992071  x   0.99991055  =   0.99983127
 OR0874!UTM  14      -   0.99992071  x   0.99960991  =   0.99953065
 OR0874
 OR0874:                Primary Azimuth Mark                     Grid Az
 OR0874:SPC SD S     -  VIEW                                     039 48 17.2
 OR0874:UTM  14      -  VIEW                                     040 43 31.0
 OR0874
 OR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7161846828(NAD 83)
 OR0874
 OR0874|---------------------------------------------------------------------|
 OR0874| PID    Reference Object                     Distance      Geod. Az  |
 OR0874|                                                           dddmmss.s |
 OR0874| CO3157 T104N R71W SECS 28 29 32 33 RM 1     10.832 METERS 03302     |
 OR0874| OR0865 VIEW                                APPROX. 3.1 KM 0402852.7 |
 OR0874| OR0869 1 RM 2                               14.270 METERS 12938     |
 OR0874| OR0873 TAFT                                262.732 METERS 27139     |
 OR0874| CO3158 T104N R71W SECS 28 29 32 33 RM 2     12.238 METERS 27229     |
 OR0874|---------------------------------------------------------------------|
 OR0874
 OR0874                          SUPERSEDED SURVEY CONTROL
 OR0874
 OR0874  NAD 83(1986)-  43 46 26.25564(N)    099 21 09.56974(W) AD(       ) 2
 OR0874  NAD 27      -  43 46 26.27500(N)    099 21 08.21400(W) AD(       ) 2
 OR0874
 OR0874.Superseded values are not recommended for survey control.
 OR0874
 OR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0874.See file dsdata.pdf to determine how the superseded data were derived.
 OR0874
 OR0874_MARKER: DD = SURVEY DISK
 OR0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0874_STAMPING: T104N R71W S29 S28 S32 S33
 OR0874_MARK LOGO: USGLO
 OR0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0874+STABILITY: SURFACE MOTION
 OR0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0874+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 OR0874
 OR0874  HISTORY     - Date     Condition        Report By
 OR0874  HISTORY     - 1924     MONUMENTED       USGLO
 OR0874  HISTORY     - 20020220 GOOD             INDIV
 OR0874  HISTORY     - 20050713 GOOD             GEOCAC
 OR0874
 OR0874                          STATION DESCRIPTION
 OR0874
 OR0874'DESCRIBED BY US GENERAL LAND OFFICE 1924 (MEW)
 OR0874'THE STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTH-SOUTHWEST OF
 OR0874'CHAMBERLAIN AT THE INTERSECTION OF SECTIONS 29, 28, 32 AND 33 ABOUT 90
 OR0874'FEET NORTHWEST OF THE CENTERLINE OF CURVE IN GRAVEL ROAD, 51 FEET
 OR0874'SOUTHWEST OF A SOUTHEAST FENCE CORNER POST AND 43 FEET EAST OF A
 OR0874'NORTHEAST FENCE CORNER POST.
 OR0874'
 OR0874'THE MARK IS A U.S. GENERAL LAND OFFICE SURVEY DISC ESTABLISHED IN 1924
 OR0874'AND STAMPED T104N R71W S29 S28 S32 S33.  IT IS SET IN A CONCRETE, 12
 OR0874'INCHES SQUARE, AND PROJECTING 6 INCHES.
 OR0874'
 OR0874'REFERENCE MARK NO. 1 IS 35.54 FEET NORTHEAST OF THE STATION, 17 FEET
 OR0874'WEST-SOUTHWEST OF A SOUTHEAST FENCE CORNER POST AND 1 FOOT SOUTHEAST
 OR0874'OF FENCE.  IT IS STAMPED T104N R71W S29 S28 S32 S33, NO 1 1948 AND
 OR0874'PROJECTS 4 INCHES.
 OR0874'
 OR0874'REFERENCE MARK NO. 2 IS 40.15 FEET WEST OF THE STATION, 18 FEET
 OR0874'WEST-SOUTHWEST OF A WEST GATE POST AND 2 FEET EAST-NORTHEAST OF A
 OR0874'NORTHEAST FENCE CORNER POST.  IT IS STAMPED T104N R71W S29 S28 S32 S33
 OR0874'NO 2 1948 AND PROJECTS 4 INCHES.
 OR0874'
 OR0874'THE AZIMUTH MARK IS TRIANGULATION STATION TAFT 1924 WHICH IS 0.2 MILE
 OR0874'WEST OF THE STATION.  IT IS 20 FEET NORTH OF FENCE, PROJECTS 3 INCHES
 OR0874'AND IS STAMPED TAFT 1924.
 OR0874'
 OR0874'THE MARK IS DESCRIBED.
 OR0874'
 OR0874'TO REACH THE STATION FROM THE TAFT HOTEL IN CHAMBERLAIN, GO SOUTHEAST
 OR0874'ON U.S. HIGHWAY 16 FOR 2.8 MILES TO A POINT WHERE THE HIGHWAY TURNS
 OR0874'EAST.  TURN RIGHT ON GRADED DIRT ROAD AND GO WEST 2.0 MILES TO WHERE
 OR0874'THE MAIN ROAD TURNS SOUTH AND THE STATION AS DESCRIBED.
 OR0874'
 OR0874'TO REACH THE AZIMUTH MARK (TRIANGULATION STATION TAFT 1924) FROM THE
 OR0874'STATION, PASS THROUGH GATE AND GO WEST ALONG NORTHSIDE OF FIELD FOR
 OR0874'0.2 MILE.
 OR0874
 OR0874                          STATION RECOVERY (2002)
 OR0874
 OR0874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MDD)
 OR0874'PID OR0869 REFERS TO SAME POINT, STONE NOT VISIBLE, EARTH AROUND
 OR0874'MONUMENT HAS SETTLED SOMEWHAT OTHERWISE GOOD CONDITION.
 OR0874
 OR0874                          STATION RECOVERY (2005)
 OR0874
 OR0874'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OR0874'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 OR0874'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE PREVIOUSLY DESCRIBED
 OR0874'CURVE IN A GRAVEL ROAD CONSTITUTES THE INTERSECTION OF EAST-WEST ROAD
 OR0874'249TH AVENUE AND NORTH-SOUTH ROAD 342ND AVENUE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0878 ***********************************************************************
 OQ0878  DESIGNATION -  T105N R54W SEC 20 NE COR
 OQ0878  PID         -  OQ0878
 OQ0878  STATE/COUNTY-  SD/LAKE
 OQ0878  COUNTRY     -  US
 OQ0878  USGS QUAD   -  WINFRED (2017)
 OQ0878
 OQ0878                         *CURRENT SURVEY CONTROL
 OQ0878  ______________________________________________________________________
 OQ0878* NAD 83(1996) POSITION- 43 53 31.36659(N) 097 19 44.38044(W)   ADJUSTED
 OQ0878* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 OQ0878  ______________________________________________________________________
 OQ0878  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 OQ0878  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 OQ0878  HORZ ORDER      -  SECOND
 OQ0878
 OQ0878.The horizontal coordinates were established by classical geodetic methods
 OQ0878.and adjusted by the National Geodetic Survey in January 1998.
 OQ0878
 OQ0878.The orthometric height was scaled from a topographic map.
 OQ0878
 OQ0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0878.GEOID18 height accuracy estimate available here.
 OQ0878
 OQ0878.Click photographs - Photos may exist for this station.
 OQ0878
 OQ0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0878
 OQ0878. The following values were computed from the NAD 83(1996) position.
 OQ0878
 OQ0878;                    North         East     Units Scale Factor Converg.
 OQ0878;SPC SD S     -   177,526.247   841,330.689   MT  0.99991825   +2 04 21.2
 OQ0878;SPC SD S     -   582,434.03  2,760,265.77   sFT  0.99991825   +2 04 21.2
 OQ0878;UTM  14      - 4,861,239.870   634,214.817   MT  0.99982156   +1 09 31.3
 OQ0878
 OQ0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0878!SPC SD S     -   0.99992514  x   0.99991825  =   0.99984340
 OQ0878!UTM  14      -   0.99992514  x   0.99982156  =   0.99974671
 OQ0878
 OQ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3421461239(NAD 83)
 OQ0878
 OQ0878                          SUPERSEDED SURVEY CONTROL
 OQ0878
 OQ0878  NAD 83(1986)-  43 53 31.37300(N)    097 19 44.35356(W) AD(       ) 2
 OQ0878  NAD 27      -  43 53 31.46000(N)    097 19 43.12000(W) AD(       ) 2
 OQ0878  USSD        -  43 53 31.64000(N)    097 19 43.54000(W) AD(       ) 3
 OQ0878
 OQ0878.Superseded values are not recommended for survey control.
 OQ0878
 OQ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0878.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0878
 OQ0878_MARKER: Z = SEE DESCRIPTION
 OQ0878_SETTING: 0 = UNSPECIFIED SETTING
 OQ0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0878
 OQ0878  HISTORY     - Date     Condition        Report By
 OQ0878  HISTORY     - 1903     MONUMENTED       CGS
 OQ0878  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0878
 OQ0878                          STATION DESCRIPTION
 OQ0878
 OQ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0878'NORTHEAST CORNER MARKED BY AN OAK STAKE, 3-1/2 INCHES IN DIAMETER,
 OQ0878'SURROUNDED BY A PILE OF SMALL BOULDERS.  IT IS ABOUT IN THE CENTER
 OQ0878'OF CROSSROADS.
 OQ0878
 OQ0878                          STATION RECOVERY (1935)
 OQ0878
 OQ0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0878'NORTHEAST CORNER SEC. 20, T. 105 N., R. 54 W.  ROAD HAS BEEN
 OQ0878'GRADED AT THIS POINT AND NO EXCAVATION FOR THE MARK WAS MADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0886 ***********************************************************************
 OQ0886  DESIGNATION -  T105N R55W SEC 20 NE COR
 OQ0886  PID         -  OQ0886
 OQ0886  STATE/COUNTY-  SD/MINER
 OQ0886  COUNTRY     -  US
 OQ0886  USGS QUAD   -  CANOVA EAST (2017)
 OQ0886
 OQ0886                         *CURRENT SURVEY CONTROL
 OQ0886  ______________________________________________________________________
 OQ0886* NAD 83(1996) POSITION- 43 53 31.28053(N) 097 26 58.78389(W)   ADJUSTED
 OQ0886* NAVD 88 ORTHO HEIGHT -   475.    (meters)     1558.    (feet) SCALED
 OQ0886  ______________________________________________________________________
 OQ0886  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 OQ0886  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 OQ0886  HORZ ORDER      -  SECOND
 OQ0886
 OQ0886.The horizontal coordinates were established by classical geodetic methods
 OQ0886.and adjusted by the National Geodetic Survey in January 1998.
 OQ0886
 OQ0886.The orthometric height was scaled from a topographic map.
 OQ0886
 OQ0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0886.GEOID18 height accuracy estimate available here.
 OQ0886
 OQ0886.Click photographs - Photos may exist for this station.
 OQ0886
 OQ0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0886
 OQ0886. The following values were computed from the NAD 83(1996) position.
 OQ0886
 OQ0886;                    North         East     Units Scale Factor Converg.
 OQ0886;SPC SD S     -   177,180.011   831,641.842   MT  0.99991825   +1 59 21.5
 OQ0886;SPC SD S     -   581,298.09  2,728,478.28   sFT  0.99991825   +1 59 21.5
 OQ0886;UTM  14      - 4,861,048.268   624,522.769   MT  0.99979071   +1 04 30.0
 OQ0886
 OQ0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0886!SPC SD S     -   0.99992953  x   0.99991825  =   0.99984779
 OQ0886!UTM  14      -   0.99992953  x   0.99979071  =   0.99972026
 OQ0886
 OQ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP2452261048(NAD 83)
 OQ0886
 OQ0886                          SUPERSEDED SURVEY CONTROL
 OQ0886
 OQ0886  NAD 83(1986)-  43 53 31.28843(N)    097 26 58.75532(W) AD(       ) 2
 OQ0886  NAD 27      -  43 53 31.38000(N)    097 26 57.51000(W) AD(       ) 2
 OQ0886  USSD        -  43 53 31.56000(N)    097 26 57.92000(W) AD(       ) 3
 OQ0886
 OQ0886.Superseded values are not recommended for survey control.
 OQ0886
 OQ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0886.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0886
 OQ0886_MARKER: Z = SEE DESCRIPTION
 OQ0886_SETTING: 0 = UNSPECIFIED SETTING
 OQ0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0886
 OQ0886  HISTORY     - Date     Condition        Report By
 OQ0886  HISTORY     - 1903     MONUMENTED       CGS
 OQ0886  HISTORY     - 1935     GOOD             CGS
 OQ0886
 OQ0886                          STATION DESCRIPTION
 OQ0886
 OQ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0886'NORTHEAST CORNER MARKED BY A MOUND OF EARTH IN THE MIDDLE OF A
 OQ0886'STREET.  THE MOUND IS OVERGROWN WITH GRASS.
 OQ0886
 OQ0886                          STATION RECOVERY (1935)
 OQ0886
 OQ0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0886'NORTHEAST CORNER SEC. 20, T. 105 N., R. 55 W.  THE ROAD HAS BEEN
 OQ0886'GRADED UP CONSIDERABLY AT THIS POINT, AND NO EXCAVATION IN
 OQ0886'SEARCH OF THE MARK WAS MADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0926 ***********************************************************************
 OQ0926  DESIGNATION -  T105N R57W SEC 14 COR
 OQ0926  PID         -  OQ0926
 OQ0926  STATE/COUNTY-  SD/MINER
 OQ0926  COUNTRY     -  US
 OQ0926  USGS QUAD   -  BITTER LAKE (2017)
 OQ0926
 OQ0926                         *CURRENT SURVEY CONTROL
 OQ0926  ______________________________________________________________________
 OQ0926* NAD 83(1996) POSITION- 43 54 26.18574(N) 097 37 49.47527(W)   ADJUSTED
 OQ0926* NAVD 88 ORTHO HEIGHT -   433.    (meters)     1421.    (feet) SCALED
 OQ0926  ______________________________________________________________________
 OQ0926  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 OQ0926  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 OQ0926  HORZ ORDER      -  SECOND
 OQ0926
 OQ0926.The horizontal coordinates were established by classical geodetic methods
 OQ0926.and adjusted by the National Geodetic Survey in January 1998.
 OQ0926
 OQ0926.The orthometric height was scaled from a topographic map.
 OQ0926
 OQ0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0926.GEOID18 height accuracy estimate available here.
 OQ0926
 OQ0926.Click photographs - Photos may exist for this station.
 OQ0926
 OQ0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0926
 OQ0926. The following values were computed from the NAD 83(1996) position.
 OQ0926
 OQ0926;                    North         East     Units Scale Factor Converg.
 OQ0926;SPC SD S     -   178,385.255   817,072.768   MT  0.99991956   +1 51 52.6
 OQ0926;SPC SD S     -   585,252.29  2,680,679.57   sFT  0.99991956   +1 51 52.6
 OQ0926;UTM  14      - 4,862,485.674   609,976.962   MT  0.99974876   +0 56 59.6
 OQ0926
 OQ0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0926!SPC SD S     -   0.99993612  x   0.99991956  =   0.99985568
 OQ0926!UTM  14      -   0.99993612  x   0.99974876  =   0.99968489
 OQ0926
 OQ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP0997662485(NAD 83)
 OQ0926
 OQ0926                          SUPERSEDED SURVEY CONTROL
 OQ0926
 OQ0926  NAD 83(1986)-  43 54 26.19686(N)    097 37 49.44033(W) AD(       ) 2
 OQ0926  NAD 27      -  43 54 26.29000(N)    097 37 48.18000(W) AD(       ) 2
 OQ0926  USSD        -  43 54 26.46000(N)    097 37 48.59000(W) AD(       ) 3
 OQ0926
 OQ0926.Superseded values are not recommended for survey control.
 OQ0926
 OQ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0926.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0926
 OQ0926_MARKER: Z = SEE DESCRIPTION
 OQ0926_SETTING: 0 = UNSPECIFIED SETTING
 OQ0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0926
 OQ0926  HISTORY     - Date     Condition        Report By
 OQ0926  HISTORY     - 1903     MONUMENTED       CGS
 OQ0926  HISTORY     - 1935     MARK NOT FOUND   CGS
 OQ0926
 OQ0926                          STATION DESCRIPTION
 OQ0926
 OQ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 OQ0926'NORTHEAST CORNER MARKED BY A MOUND OF EARTH, QUITE PRONOUNCED.
 OQ0926'THERE WAS ORIGINALLY A STAKE IN THE CENTER OF THE MOUND.
 OQ0926
 OQ0926                          STATION RECOVERY (1935)
 OQ0926
 OQ0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0926'THE NORTHEAST CORNER OF SEC. 14, T. 105 N., R. 57 W.  DIGGING
 OQ0926'AT THE ROAD INTERSECTION, FAILED TO REVEAL THE MARK, AS THE ROAD
 OQ0926'HAS BEEN GRADED UP SOME AT THIS POINT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0931 ***********************************************************************
 OR0931  DESIGNATION -  T105N R73 72W SECS 31 36 SC
 OR0931  PID         -  OR0931
 OR0931  STATE/COUNTY-  SD/LYMAN
 OR0931  COUNTRY     -  US
 OR0931  USGS QUAD   -  RELIANCE SE (2017)
 OR0931
 OR0931                         *CURRENT SURVEY CONTROL
 OR0931  ______________________________________________________________________
 OR0931* NAD 83(1996) POSITION- 43 50 50.13124(N) 099 31 32.37282(W)   ADJUSTED
 OR0931* NAVD 88 ORTHO HEIGHT -   545.4   (meters)     1789.    (feet) VERTCON3
 OR0931  ______________________________________________________________________
 OR0931  GEOID HEIGHT    -        -25.434 (meters)                     GEOID18
 OR0931  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 OR0931  HORZ ORDER      -  SECOND
 OR0931
 OR0931.The horizontal coordinates were established by classical geodetic methods
 OR0931.and adjusted by the National Geodetic Survey in January 1998.
 OR0931
 OR0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0931
 OR0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0931.GEOID18 height accuracy estimate available here.
 OR0931
 OR0931.Click photographs - Photos may exist for this station.
 OR0931
 OR0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0931
 OR0931. The following values were computed from the NAD 83(1996) position.
 OR0931
 OR0931;                    North         East     Units Scale Factor Converg.
 OR0931;SPC SD S     -   168,500.805   664,939.877   MT  0.99991483   +0 33 25.8
 OR0931;SPC SD S     -   552,823.06  2,181,556.91   sFT  0.99991483   +0 33 25.8
 OR0931;UTM  14      - 4,855,042.695   457,747.756   MT  0.99962196   -0 21 50.9
 OR0931
 OR0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0931!SPC SD S     -   0.99991848  x   0.99991483  =   0.99983332
 OR0931!UTM  14      -   0.99991848  x   0.99962196  =   0.99954047
 OR0931
 OR0931:                Primary Azimuth Mark                     Grid Az
 OR0931:SPC SD S     -  CLARK                                    185 40 05.2
 OR0931:UTM  14      -  CLARK                                    186 35 21.9
 OR0931
 OR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5774755042(NAD 83)
 OR0931
 OR0931|---------------------------------------------------------------------|
 OR0931| PID    Reference Object                     Distance      Geod. Az  |
 OR0931|                                                           dddmmss.s |
 OR0931| OR0932 GLO 3 RM 1                           14.624 METERS 04603     |
 OR0931| OR0929 CLARK                               APPROX. 6.3 KM 1861331.0 |
 OR0931| OR0930 GLO 3 RM 2                           23.761 METERS 29436     |
 OR0931|---------------------------------------------------------------------|
 OR0931
 OR0931                          SUPERSEDED SURVEY CONTROL
 OR0931
 OR0931  NAD 83(1986)-  43 50 50.13029(N)    099 31 32.37861(W) AD(       ) 2
 OR0931  NAD 27      -  43 50 50.15800(N)    099 31 31.00000(W) AD(       ) 2
 OR0931  NGVD 29 (07/19/86)  545.0    (m)         1788.     (f) VERT ANG       
 OR0931
 OR0931.Superseded values are not recommended for survey control.
 OR0931
 OR0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0931.See file dsdata.pdf to determine how the superseded data were derived.
 OR0931
 OR0931_MARKER: DD = SURVEY DISK
 OR0931_SETTING: 0 = UNSPECIFIED SETTING
 OR0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0931
 OR0931  HISTORY     - Date     Condition        Report By
 OR0931  HISTORY     - 1924     MONUMENTED       USGLO
 OR0931  HISTORY     - 1935     GOOD             CGS
 OR0931
 OR0931                          STATION DESCRIPTION
 OR0931
 OR0931'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OR0931'STATION IS THE STANDARD CORNER OF SECS. 31 AND 36, T 105
 OR0931'N, R 72 AND 73 W, FIFTH PRINCIPAL MERIDIAN ON FIRST STANDARD
 OR0931'PARALLEL N.
 OR0931'
 OR0931'THE ORIGINAL MONUMENT IS A LARGE GRANITE STONE MARKED SC
 OR0931'ON N AND 6 NOTCHES ON N, E AND W.
 OR0931'
 OR0931'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE 12 INCHES
 OR0931'BENEATH SURFACE OF GROUND, WITH THE ORIGINAL STONE ON TOP.
 OR0931'
 OR0931'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, INSIDE
 OR0931'OF FENCE AND BEARS TO THE NE.
 OR0931'
 OR0931'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE, AND
 OR0931'BEARS TO THE NW.
 OR0931
 OR0931                          STATION RECOVERY (1935)
 OR0931
 OR0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0931'THE ORIGINAL DESCRIPTION WAS FOUND TO BE CORRECT IN ALL RESPECTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0683 ***********************************************************************
 OS0683  DESIGNATION -  T105N R79W SECS 19 30 CC
 OS0683  PID         -  OS0683
 OS0683  STATE/COUNTY-  SD/LYMAN
 OS0683  COUNTRY     -  US
 OS0683  USGS QUAD   -  VIVIAN (2017)
 OS0683
 OS0683                         *CURRENT SURVEY CONTROL
 OS0683  ______________________________________________________________________
 OS0683* NAD 83(1996) POSITION- 43 52 34.37924(N) 100 21 58.39927(W)   ADJUSTED
 OS0683* NAVD 88 ORTHO HEIGHT -   627.4   (meters)     2058.    (feet) VERTCON3
 OS0683  ______________________________________________________________________
 OS0683  GEOID HEIGHT    -        -24.689 (meters)                     GEOID18
 OS0683  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 OS0683  HORZ ORDER      -  SECOND
 OS0683
 OS0683.The horizontal coordinates were established by classical geodetic methods
 OS0683.and adjusted by the National Geodetic Survey in January 1998.
 OS0683
 OS0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0683
 OS0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0683.GEOID18 height accuracy estimate available here.
 OS0683
 OS0683.Click photographs - Photos may exist for this station.
 OS0683
 OS0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0683
 OS0683. The following values were computed from the NAD 83(1996) position.
 OS0683
 OS0683;                    North         East     Units Scale Factor Converg.
 OS0683;SPC SD S     -   171,402.785   597,356.865   MT  0.99991697   -0 01 21.7
 OS0683;SPC SD S     -   562,343.97  1,959,828.31   sFT  0.99991697   -0 01 21.7
 OS0683;UTM  14      - 4,859,031.748   390,236.466   MT  0.99974818   -0 56 49.3
 OS0683
 OS0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0683!SPC SD S     -   0.99990550  x   0.99991697  =   0.99982247
 OS0683!UTM  14      -   0.99990550  x   0.99974818  =   0.99965370
 OS0683
 OS0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9023659031(NAD 83)
 OS0683
 OS0683|---------------------------------------------------------------------|
 OS0683| PID    Reference Object                     Distance      Geod. Az  |
 OS0683|                                                           dddmmss.s |
 OS0683| OS0684 GLO 6 A RM                           15.878 METERS 04901     |
 OS0683| OS0682 GLO 6 B RM 1                        292.217 METERS 35132     |
 OS0683|---------------------------------------------------------------------|
 OS0683
 OS0683                          SUPERSEDED SURVEY CONTROL
 OS0683
 OS0683  NAD 83(1986)-  43 52 34.37512(N)    100 21 58.40124(W) AD(       ) 2
 OS0683  NAD 27      -  43 52 34.41000(N)    100 21 56.93000(W) AD(       ) 2
 OS0683  NGVD 29 (07/19/86)  627.0    (m)         2057.     (f) VERT ANG       
 OS0683
 OS0683.Superseded values are not recommended for survey control.
 OS0683
 OS0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0683.See file dsdata.pdf to determine how the superseded data were derived.
 OS0683
 OS0683_MARKER: DD = SURVEY DISK
 OS0683_SETTING: 0 = UNSPECIFIED SETTING
 OS0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0683
 OS0683  HISTORY     - Date     Condition        Report By
 OS0683  HISTORY     - 1924     MONUMENTED       USGLO
 OS0683  HISTORY     - 1935     GOOD             CGS
 OS0683
 OS0683                          STATION DESCRIPTION
 OS0683
 OS0683'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0683'THE CORNER OF SEC. 19 AND 30, T 105 N, R 79 W, FIFTH PRINCIPAL
 OS0683'MERIDIAN.
 OS0683'
 OS0683'THE ORIGINAL MONUMENT IS A GLASS VIAL CONTAINING A CARDBOARD
 OS0683'MARKED W BOUNDARY R 79 W 5TH P.M. T 105 N SECTIONS 19 AND 30,
 OS0683'1890, IN A MOUND OF EARTH, WITNESSED BY THREE PITS.
 OS0683'
 OS0683'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE 6 INCHES
 OS0683'BENEATH SURFACE OF GROUND.
 OS0683'
 OS0683'REFERENCE MARK NO. 1 A BRASS DISK SET IN CONCRETE INSIDE OF FENCE,
 OS0683'AND BEARS TO THE NE, 15.878 METERS FROM THE STATION N 49 DEG 01 MIN E.
 OS0683
 OS0683                          STATION RECOVERY (1935)
 OS0683
 OS0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0683'STATION MARK AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION
 OS0683'AND TO BE AS DESCRIBED.  STATION DISK IS ABOUT 1.2 FEET BELOW
 OS0683'SURFACE OF ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0935 ***********************************************************************
 OR0935  DESIGNATION -  T106N R74 73W SECS 25 30 31 36
 OR0935  PID         -  OR0935
 OR0935  STATE/COUNTY-  SD/LYMAN
 OR0935  COUNTRY     -  US
 OR0935  USGS QUAD   -  LYMAN (2017)
 OR0935
 OR0935                         *CURRENT SURVEY CONTROL
 OR0935  ______________________________________________________________________
 OR0935* NAD 83(1996) POSITION- 43 56 55.20734(N) 099 38 44.22397(W)   ADJUSTED
 OR0935* NAVD 88 ORTHO HEIGHT -   545.4   (meters)     1789.    (feet) VERTCON3
 OR0935  ______________________________________________________________________
 OR0935  GEOID HEIGHT    -        -25.100 (meters)                     GEOID18
 OR0935  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 OR0935  HORZ ORDER      -  SECOND
 OR0935
 OR0935.The horizontal coordinates were established by classical geodetic methods
 OR0935.and adjusted by the National Geodetic Survey in January 1998.
 OR0935
 OR0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0935
 OR0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0935.GEOID18 height accuracy estimate available here.
 OR0935
 OR0935.Click photographs - Photos may exist for this station.
 OR0935
 OR0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0935
 OR0935. The following values were computed from the NAD 83(1996) position.
 OR0935
 OR0935;                    North         East     Units Scale Factor Converg.
 OR0935;SPC SD S     -   179,680.369   655,201.724   MT  0.99992346   +0 28 27.9
 OR0935;SPC SD S     -   589,501.34  2,149,607.66   sFT  0.99992346   +0 28 27.9
 OR0935;UTM  14      - 4,866,374.187   448,193.522   MT  0.99963301   -0 26 53.1
 OR0935
 OR0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0935!SPC SD S     -   0.99991843  x   0.99992346  =   0.99984189
 OR0935!UTM  14      -   0.99991843  x   0.99963301  =   0.99955146
 OR0935
 OR0935:                Primary Azimuth Mark                     Grid Az
 OR0935:SPC SD S     -  RED                                      208 19 45.8
 OR0935:UTM  14      -  RED                                      209 15 06.8
 OR0935
 OR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP4819366374(NAD 83)
 OR0935
 OR0935|---------------------------------------------------------------------|
 OR0935| PID    Reference Object                     Distance      Geod. Az  |
 OR0935|                                                           dddmmss.s |
 OR0935| OR0936 GLO 4 RM 1                           16.022 METERS 04458     |
 OR0935| OR0933 RED                                 APPROX.13.1 KM 2084813.7 |
 OR0935| OR0934 GLO 4 RM 2                           15.058 METERS 31340     |
 OR0935|---------------------------------------------------------------------|
 OR0935
 OR0935                          SUPERSEDED SURVEY CONTROL
 OR0935
 OR0935  NAD 83(1986)-  43 56 55.20548(N)    099 38 44.22949(W) AD(       ) 2
 OR0935  NAD 27      -  43 56 55.52000(N)    099 38 42.81700(W) AD(       ) 2
 OR0935  NGVD 29 (07/19/86)  545.0    (m)         1788.     (f) VERT ANG       
 OR0935
 OR0935.Superseded values are not recommended for survey control.
 OR0935
 OR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0935.See file dsdata.pdf to determine how the superseded data were derived.
 OR0935
 OR0935_MARKER: DD = SURVEY DISK
 OR0935_SETTING: 0 = UNSPECIFIED SETTING
 OR0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0935
 OR0935  HISTORY     - Date     Condition        Report By
 OR0935  HISTORY     - 1924     MONUMENTED       CGS
 OR0935  HISTORY     - 1935     GOOD             CGS
 OR0935
 OR0935                          STATION DESCRIPTION
 OR0935
 OR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0935'STATION IS THE CORNER OF SECS. 25, 30, 31 AND 36, T 106 N,
 OR0935'R 73 AND 74 W, FIFTH PRINCIPAL MERIDIAN, ON TENTH GUIDE
 OR0935'MERIDIAN W.
 OR0935'
 OR0935'THE ORIGINAL MONUMENT IS A LIMESTONE, 10- BY 8- BY 6 INCHES,
 OR0935'MARKS OBLITERATED BY TRAFFIC, WITNESSED BY 4 PITS.
 OR0935'
 OR0935'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, WITH ORIGINAL
 OR0935'STONE ON TOP (6 INCHES BENEATH SURFACE OF GROUND).
 OR0935'
 OR0935'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE, AND
 OR0935'BEARS TO THE NE.
 OR0935'
 OR0935'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE, AND
 OR0935'BEARS TO THE NW.
 OR0935
 OR0935                          STATION RECOVERY (1935)
 OR0935
 OR0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0935'STATION MARK AND REFERENCE MARKS WERE FOUND TO BE IN GOOD
 OR0935'CONDITION AND TO BE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0976 ***********************************************************************
 PR0976  DESIGNATION -  T112N R51W SEC 33 NE COR
 PR0976  PID         -  PR0976
 PR0976  STATE/COUNTY-  SD/BROOKINGS
 PR0976  COUNTRY     -  US
 PR0976  USGS QUAD   -  BRUCE (2017)
 PR0976
 PR0976                         *CURRENT SURVEY CONTROL
 PR0976  ______________________________________________________________________
 PR0976* NAD 83(1996) POSITION- 44 28 12.98217(N) 096 56 51.42314(W)   ADJUSTED
 PR0976* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 PR0976  ______________________________________________________________________
 PR0976  GEOID HEIGHT    -        -24.968 (meters)                     GEOID18
 PR0976  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 PR0976  HORZ ORDER      -  SECOND
 PR0976
 PR0976.The horizontal coordinates were established by classical geodetic methods
 PR0976.and adjusted by the National Geodetic Survey in January 1998.
 PR0976
 PR0976.The orthometric height was scaled from a topographic map.
 PR0976
 PR0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0976.GEOID18 height accuracy estimate available here.
 PR0976
 PR0976.Click photographs - Photos may exist for this station.
 PR0976
 PR0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0976
 PR0976. The following values were computed from the NAD 83(1996) position.
 PR0976
 PR0976;                    North         East     Units Scale Factor Converg.
 PR0976;SPC SD N     -    75,356.520   842,818.024   MT  0.99999016   +2 09 37.0
 PR0976;SPC SD N     -   247,232.18  2,765,145.47   sFT  0.99999016   +2 09 37.0
 PR0976;UTM  14      - 4,926,155.817   663,243.370   MT  0.99992772   +1 26 17.1
 PR0976
 PR0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0976!SPC SD N     -   0.99992093  x   0.99999016  =   0.99991110
 PR0976!UTM  14      -   0.99992093  x   0.99992772  =   0.99984866
 PR0976
 PR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6324326155(NAD 83)
 PR0976
 PR0976                          SUPERSEDED SURVEY CONTROL
 PR0976
 PR0976  NAD 83(1986)-  44 28 12.97940(N)    096 56 51.40047(W) AD(       ) 2
 PR0976  NAD 27      -  44 28 13.09000(N)    096 56 50.17000(W) AD(       ) 2
 PR0976  USSD        -  44 28 13.26000(N)    096 56 50.62000(W) AD(       ) 3
 PR0976
 PR0976.Superseded values are not recommended for survey control.
 PR0976
 PR0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0976.See file dsdata.pdf to determine how the superseded data were derived.
 PR0976
 PR0976_MARKER: Z = SEE DESCRIPTION
 PR0976_SETTING: 0 = UNSPECIFIED SETTING
 PR0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0976
 PR0976  HISTORY     - Date     Condition        Report By
 PR0976  HISTORY     - 1903     MONUMENTED       CGS
 PR0976
 PR0976                          STATION DESCRIPTION
 PR0976
 PR0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 PR0976'SITUATED IN THE SOUTHWESTERN PART OF THE NORTHEAST QUARTER
 PR0976'OF SEC. 33, T. 112 N., R. 51 W., ON LAND BELONGING TO A. BINFORD,
 PR0976'WHOSE AGENT IS A.E. BUNDY, OF BRUCE.  IT IS ON A HIGH RIDGE
 PR0976'IN AN OPEN FIELD AND IS 2 MILES NORTH AND 3 MILES WEST OF THE
 PR0976'TOWN OF BRUCE.  THE NORTHEAST CORNER OF THE SECTION (33) IS CONNECTED
 PR0976'WITH STATION OAKWOOD LAKE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1014 ***********************************************************************
 PR1014  DESIGNATION -  T117N R51W SEC 34 SW COR
 PR1014  PID         -  PR1014
 PR1014  STATE/COUNTY-  SD/CODINGTON
 PR1014  COUNTRY     -  US
 PR1014  USGS QUAD   -  KRANZBURG (2017)
 PR1014
 PR1014                         *CURRENT SURVEY CONTROL
 PR1014  ______________________________________________________________________
 PR1014* NAD 83(1996) POSITION- 44 53 24.22462(N) 096 56 37.29700(W)   ADJUSTED
 PR1014* NAVD 88 ORTHO HEIGHT -   606.    (meters)     1988.    (feet) SCALED
 PR1014  ______________________________________________________________________
 PR1014  GEOID HEIGHT    -        -25.167 (meters)                     GEOID18
 PR1014  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 PR1014  HORZ ORDER      -  SECOND
 PR1014
 PR1014.The horizontal coordinates were established by classical geodetic methods
 PR1014.and adjusted by the National Geodetic Survey in January 1998.
 PR1014
 PR1014.The orthometric height was scaled from a topographic map.
 PR1014
 PR1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1014.GEOID18 height accuracy estimate available here.
 PR1014
 PR1014.Click photographs - Photos may exist for this station.
 PR1014
 PR1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1014
 PR1014. The following values were computed from the NAD 83(1996) position.
 PR1014
 PR1014;                    North         East     Units Scale Factor Converg.
 PR1014;SPC SD N     -   121,982.632   841,369.377   MT  0.99994305   +2 09 47.0
 PR1014;SPC SD N     -   400,204.69  2,760,392.70   sFT  0.99994305   +2 09 47.0
 PR1014;UTM  14      - 4,972,794.714   662,378.211   MT  0.99992423   +1 27 05.6
 PR1014
 PR1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1014!SPC SD N     -   0.99990889  x   0.99994305  =   0.99985195
 PR1014!UTM  14      -   0.99990889  x   0.99992423  =   0.99983313
 PR1014
 PR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ6237872794(NAD 83)
 PR1014
 PR1014                          SUPERSEDED SURVEY CONTROL
 PR1014
 PR1014  NAD 83(1986)-  44 53 24.22124(N)    096 56 37.28053(W) AD(       ) 2
 PR1014  NAD 27      -  44 53 24.36000(N)    096 56 36.02000(W) AD(       ) 2
 PR1014  USSD        -  44 53 24.52000(N)    096 56 36.47000(W) AD(       ) 3
 PR1014
 PR1014.Superseded values are not recommended for survey control.
 PR1014
 PR1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1014.See file dsdata.pdf to determine how the superseded data were derived.
 PR1014
 PR1014_MARKER: Z = SEE DESCRIPTION
 PR1014_SETTING: 0 = UNSPECIFIED SETTING
 PR1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1014
 PR1014  HISTORY     - Date     Condition        Report By
 PR1014  HISTORY     - 1903     MONUMENTED       CGS
 PR1014
 PR1014                          STATION DESCRIPTION
 PR1014
 PR1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 PR1014'THE SW CORNER OF THIS SECTION (34) IS CONNECTED WITH STATION FRANKLIN.
 PR1014'
 PR1014'STATION IS LOCATED ABOUT 0.5 MILE W OF KRANZBURG IN T 117 N, R 51
 PR1014'W, AT THE CENTER OF THE W HALF OF SEC. 34, IN FENCE LINE BETWEEN
 PR1014'THE FIELDS OF TOM SPARTZ AND MR. RICHTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0405 ***********************************************************************
 QQ0405  DESIGNATION -  T119N R53W SEC 31 NE 1/4 NW CR
 QQ0405  PID         -  QQ0405
 QQ0405  STATE/COUNTY-  SD/CODINGTON
 QQ0405  COUNTRY     -  US
 QQ0405  USGS QUAD   -  STILL LAKE (2017)
 QQ0405
 QQ0405                         *CURRENT SURVEY CONTROL
 QQ0405  ______________________________________________________________________
 QQ0405* NAD 83(1996) POSITION- 45 04 43.08918(N) 097 14 20.37981(W)   ADJUSTED
 QQ0405* NAVD 88 ORTHO HEIGHT -   556.    (meters)     1824.    (feet) SCALED
 QQ0405  ______________________________________________________________________
 QQ0405  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 QQ0405  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 QQ0405  HORZ ORDER      -  SECOND
 QQ0405
 QQ0405.The horizontal coordinates were established by classical geodetic methods
 QQ0405.and adjusted by the National Geodetic Survey in January 1998.
 QQ0405
 QQ0405.The orthometric height was scaled from a topographic map.
 QQ0405
 QQ0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0405.GEOID18 height accuracy estimate available here.
 QQ0405
 QQ0405.Click photographs - Photos may exist for this station.
 QQ0405
 QQ0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0405
 QQ0405. The following values were computed from the NAD 83(1996) position.
 QQ0405
 QQ0405;                    North         East     Units Scale Factor Converg.
 QQ0405;SPC SD N     -   142,087.724   817,343.221   MT  0.99993923   +1 57 14.6
 QQ0405;SPC SD N     -   466,166.14  2,681,566.88   sFT  0.99993923   +1 57 14.6
 QQ0405;UTM  14      - 4,993,194.369   638,604.172   MT  0.99983622   +1 14 49.6
 QQ0405
 QQ0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0405!SPC SD N     -   0.99991673  x   0.99993923  =   0.99985597
 QQ0405!UTM  14      -   0.99991673  x   0.99983622  =   0.99975297
 QQ0405
 QQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3860493194(NAD 83)
 QQ0405
 QQ0405                          SUPERSEDED SURVEY CONTROL
 QQ0405
 QQ0405  NAD 83(1986)-  45 04 43.08689(N)    097 14 20.36419(W) AD(       ) 2
 QQ0405  NAD 27      -  45 04 43.22000(N)    097 14 19.08000(W) AD(       ) 2
 QQ0405  USSD        -  45 04 43.38000(N)    097 14 19.52000(W) AD(       ) 3
 QQ0405
 QQ0405.Superseded values are not recommended for survey control.
 QQ0405
 QQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0405.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0405
 QQ0405_MARKER: Z = SEE DESCRIPTION
 QQ0405_SETTING: 0 = UNSPECIFIED SETTING
 QQ0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0405
 QQ0405  HISTORY     - Date     Condition        Report By
 QQ0405  HISTORY     - 1903     MONUMENTED       CGS
 QQ0405  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QQ0405
 QQ0405                          STATION DESCRIPTION
 QQ0405
 QQ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 QQ0405'QUARTER CORNER, CENTER NORTH SIDE MARKED BY A MOUND OF EARTH.  THE
 QQ0405'REFERENCE MARK FOR STATION HELGEN IS 0.71 METER A LITTLE WEST OF
 QQ0405'SOUTH FROM THIS MOUND.
 QQ0405
 QQ0405                          STATION RECOVERY (1935)
 QQ0405
 QQ0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0405'THE NORTH QUARTER-CORNER OF SEC. 31, T. 119 N., R. 53 W., WAS
 QQ0405'RECOVERED AND WAS FOUND TO BE MARKED AS DESCRIBED BY A MOUND OF
 QQ0405'EARTH.  A LENGTH OF IRON PIPE HAS BEEN DRIVEN INTO THE CENTER
 QQ0405'OF THE MOUND.  THE REFERENCE MARK OF STATION HELGEN IS A LITTLE
 QQ0405'SOUTHWEST AND 2.2 FEET DISTANT FROM IRON PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0995 ***********************************************************************
 PT0995  DESIGNATION -  T11N R30E SECS 14 15 1/4 COR RM
 PT0995  PID         -  PT0995
 PT0995  STATE/COUNTY-  SD/DEWEY
 PT0995  COUNTRY     -  US
 PT0995  USGS QUAD   -  ARTICHOKE BUTTE NW (2017)
 PT0995
 PT0995                         *CURRENT SURVEY CONTROL
 PT0995  ______________________________________________________________________
 PT0995* NAD 83(1996) POSITION- 44 54 48.92735(N) 100 26 51.08994(W)   ADJUSTED
 PT0995* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 PT0995  ______________________________________________________________________
 PT0995  GEOID HEIGHT    -        -22.479 (meters)                     GEOID18
 PT0995  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 PT0995  HORZ ORDER      -  SECOND
 PT0995
 PT0995.The horizontal coordinates were established by classical geodetic methods
 PT0995.and adjusted by the National Geodetic Survey in January 1998.
 PT0995
 PT0995.The orthometric height was scaled from a topographic map.
 PT0995
 PT0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0995.GEOID18 height accuracy estimate available here.
 PT0995
 PT0995.Click photographs - Photos may exist for this station.
 PT0995
 PT0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0995
 PT0995. The following values were computed from the NAD 83(1996) position.
 PT0995
 PT0995;                    North         East     Units Scale Factor Converg.
 PT0995;SPC SD N     -   120,138.173   564,663.305   MT  0.99994198   -0 19 00.2
 PT0995;SPC SD N     -   394,153.32  1,852,566.19   sFT  0.99994198   -0 19 00.2
 PT0995;UTM  14      - 4,974,370.670   385,741.485   MT  0.99976053   -1 01 19.6
 PT0995
 PT0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0995!SPC SD N     -   0.99991222  x   0.99994198  =   0.99985421
 PT0995!UTM  14      -   0.99991222  x   0.99976053  =   0.99967277
 PT0995
 PT0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8574174370(NAD 83)
 PT0995
 PT0995                          SUPERSEDED SURVEY CONTROL
 PT0995
 PT0995  NAD 83(1986)-  44 54 48.92087(N)    100 26 51.09221(W) AD(       ) 2
 PT0995  NAD 27      -  44 54 48.97800(N)    100 26 49.60500(W) AD(       ) 2
 PT0995
 PT0995.Superseded values are not recommended for survey control.
 PT0995
 PT0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0995.See file dsdata.pdf to determine how the superseded data were derived.
 PT0995
 PT0995_MARKER: I = METAL ROD
 PT0995_SETTING: 0 = UNSPECIFIED SETTING
 PT0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0995
 PT0995  HISTORY     - Date     Condition        Report By
 PT0995  HISTORY     - 1938     MONUMENTED       USGLO
 PT0995
 PT0995                          STATION DESCRIPTION
 PT0995
 PT0995'DESCRIBED BY US GENERAL LAND OFFICE 1938
 PT0995'THE GLO MARK IS A SMALL IRON PIPE SET IN THE GROUND WITH ONE OF
 PT0995'THEIR STANDARD MARKS WELDED IN THE TOP.  THIS IS NOT A SOLID MARK
 PT0995'AND IS GOOD ONLY AS A REFERENCE.
 PT0995'
 PT0995'STATION IS LOCATED 18-1/2 MILES SOUTHEAST OF LA PLANT, 10-1/4
 PT0995'MILES SOUTHWEST OF CHEYENNE AGENCY.  1-1/2 MILES WEST OF THE
 PT0995'MISSOURI RIVER, ON THE RIDGE BETWEEN WILLOW CREEK AND STOVE
 PT0995'CREEK, JUST EAST OF A DEEP DRAW KNOWN AS STRANGERS DRAW.  1/2
 PT0995'MILE NORTHEAST OF A SMALL COOK SHANTY AND 1 MILE NORTH NORTHEAST
 PT0995'OF 2 CIRCULAR IRON GRAINERIES.  IN THELMA A. GILBERTS INDIAN
 PT0995'ALLOTMENT NO. 3424.  50 YARDS NORTH AND 10 YARDS WEST OF GLO
 PT0995'STAKE MARKING THE QUARTER SECTION CORNER COMMON TO SECTIONS
 PT0995'14 AND 15, T 11 N., R 30 E.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0383 ***********************************************************************
 QQ0383  DESIGNATION -  T125N R52W SEC 10 NE COR
 QQ0383  PID         -  QQ0383
 QQ0383  STATE/COUNTY-  SD/ROBERTS
 QQ0383  COUNTRY     -  US
 QQ0383  USGS QUAD   -  WHITESTONE LAKE (2017)
 QQ0383
 QQ0383                         *CURRENT SURVEY CONTROL
 QQ0383  ______________________________________________________________________
 QQ0383* NAD 83(1996) POSITION- 45 37 51.57417(N) 097 08 39.17533(W)   ADJUSTED
 QQ0383* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 QQ0383  ______________________________________________________________________
 QQ0383  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 QQ0383  LAPLACE CORR    -         -6.04  (seconds)                    DEFLEC18
 QQ0383  HORZ ORDER      -  SECOND
 QQ0383
 QQ0383.The horizontal coordinates were established by classical geodetic methods
 QQ0383.and adjusted by the National Geodetic Survey in January 1998.
 QQ0383
 QQ0383.The orthometric height was scaled from a topographic map.
 QQ0383
 QQ0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0383.GEOID18 height accuracy estimate available here.
 QQ0383
 QQ0383.Click photographs - Photos may exist for this station.
 QQ0383
 QQ0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0383
 QQ0383. The following values were computed from the NAD 83(1996) position.
 QQ0383
 QQ0383;                    North         East     Units Scale Factor Converg.
 QQ0383;SPC SD N     -   203,693.954   822,636.104   MT  0.99999032   +2 01 16.1
 QQ0383;SPC SD N     -   668,285.91  2,698,931.95   sFT  0.99999032   +2 01 16.1
 QQ0383;SPC SD N     -   668,285.91  2,698,931.95   sFT  0.99999032   +2 01 16.1
 QQ0383;SPC ND S     -     1,623.749   861,633.510   MT  1.00015421   +2 26 51.5
 QQ0383;SPC ND S     -     5,327.26  2,826,881.59   iFT  1.00015421   +2 26 51.5
 QQ0383;SPC SD N     -   203,693.954   822,636.104   MT  0.99999032   +2 01 16.1
 QQ0383;UTM  14      - 5,054,724.470   644,649.414   MT  0.99985725   +1 19 36.6
 QQ0383
 QQ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0383!SPC SD N     -   0.99990598  x   0.99999032  =   0.99989630
 QQ0383!SPC ND S     -   0.99990598  x   1.00015421  =   1.00006018
 QQ0383!SPC SD N     -   0.99990598  x   0.99999032  =   0.99989630
 QQ0383!UTM  14      -   0.99990598  x   0.99985725  =   0.99976325
 QQ0383
 QQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4464954724(NAD 83)
 QQ0383
 QQ0383                          SUPERSEDED SURVEY CONTROL
 QQ0383
 QQ0383  NAD 83(1986)-  45 37 51.57403(N)    097 08 39.16362(W) AD(       ) 2
 QQ0383  NAD 27      -  45 37 51.72000(N)    097 08 37.86000(W) AD(       ) 2
 QQ0383  USSD        -  45 37 51.88000(N)    097 08 38.30000(W) AD(       ) 3
 QQ0383
 QQ0383.Superseded values are not recommended for survey control.
 QQ0383
 QQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0383.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0383
 QQ0383_MARKER: Z = SEE DESCRIPTION
 QQ0383_SETTING: 0 = UNSPECIFIED SETTING
 QQ0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0383
 QQ0383  HISTORY     - Date     Condition        Report By
 QQ0383  HISTORY     - 1903     MONUMENTED       CGS
 QQ0383  HISTORY     - 1935     MARK NOT FOUND   CGS
 QQ0383
 QQ0383                          STATION DESCRIPTION
 QQ0383
 QQ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 QQ0383'CORNER COMMON TO SECS. 2, 3. 10, AND 11.  MARKED IN 1868 BY POST
 QQ0383'IN MOUND OF EARTH.  STATION DRYWOOD
 QQ0383'IS 202.2 METERS (663 FEET) FROM MARK S 80 DEG 10 MIN W.
 QQ0383'IN 1935, REPORTED BURIED UNDER ROAD GRADE.
 QQ0383
 QQ0383                          STATION RECOVERY (1935)
 QQ0383
 QQ0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0383'SINCE ROAD HAS BEEN GRADED AT THIS POINT AND REFERENCE MARK,
 QQ0383'WHICH WAS NEARBY, WAS DUG UP I DID NOT CONSIDER IT WORTHWHILE
 QQ0383'TO SPEND TIME SEARCHING FOR SECTION CORNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0786 ***********************************************************************
 QS0786  DESIGNATION -  T12N R26E SEC 1 SE COR
 QS0786  PID         -  QS0786
 QS0786  STATE/COUNTY-  SD/DEWEY
 QS0786  COUNTRY     -  US
 QS0786  USGS QUAD   -  RIDGEVIEW SW (2017)
 QS0786
 QS0786                         *CURRENT SURVEY CONTROL
 QS0786  ______________________________________________________________________
 QS0786* NAD 83(1996) POSITION- 45 01 20.64572(N) 100 53 37.51727(W)   ADJUSTED
 QS0786* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 QS0786  ______________________________________________________________________
 QS0786  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 QS0786  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 QS0786  HORZ ORDER      -  SECOND
 QS0786
 QS0786.The horizontal coordinates were established by classical geodetic methods
 QS0786.and adjusted by the National Geodetic Survey in January 1998.
 QS0786
 QS0786.The orthometric height was scaled from a topographic map.
 QS0786
 QS0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0786.GEOID18 height accuracy estimate available here.
 QS0786
 QS0786.Click photographs - Photos may exist for this station.
 QS0786
 QS0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0786
 QS0786. The following values were computed from the NAD 83(1996) position.
 QS0786
 QS0786;                    North         East     Units Scale Factor Converg.
 QS0786;SPC SD N     -   132,520.847   529,563.439   MT  0.99993924   -0 37 57.2
 QS0786;SPC SD N     -   434,778.81  1,737,409.38   sFT  0.99993924   -0 37 57.2
 QS0786;UTM  14      - 4,987,183.435   350,801.307   MT  0.99987372   -1 20 23.5
 QS0786
 QS0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0786!SPC SD N     -   0.99988858  x   0.99993924  =   0.99982783
 QS0786!UTM  14      -   0.99988858  x   0.99987372  =   0.99976231
 QS0786
 QS0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5080187183(NAD 83)
 QS0786
 QS0786                          SUPERSEDED SURVEY CONTROL
 QS0786
 QS0786  NAD 83(1986)-  45 01 20.63852(N)    100 53 37.51723(W) AD(       ) 2
 QS0786  NAD 27      -  45 01 20.70300(N)    100 53 35.99900(W) AD(       ) 2
 QS0786
 QS0786.Superseded values are not recommended for survey control.
 QS0786
 QS0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0786.See file dsdata.pdf to determine how the superseded data were derived.
 QS0786
 QS0786_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QS0786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0786_STAMPING: T12N R26E R27E 945 3572 S1 S6 S12 S7 2912 1928
 QS0786_MARK LOGO: USGLO
 QS0786_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0786
 QS0786  HISTORY     - Date     Condition        Report By
 QS0786  HISTORY     - 1928     MONUMENTED       USGLO
 QS0786
 QS0786                          STATION DESCRIPTION
 QS0786
 QS0786'DESCRIBED BY US GENERAL LAND OFFICE 1928 (JCM)
 QS0786'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 4-1/2 MILES
 QS0786'WEST OF RIDGVIEW, 2-1/2 MILES EAST OF THE MOSSMAN RAILROAD
 QS0786'STATION, 83.5 FEET WEST OF A GATE AND IN AN EAST-WEST FENCE LINE.
 QS0786'IT IS A STANDARD GENERAL LAND OFFICE DISK BOLTED TO THE TOP OF
 QS0786'A 2-INCH GALVANIZED PIPE THAT PROJECTS 12 INCHES.  THE DISK IS
 QS0786'STAMPED T 12N, R 26 E, R 27 E, 945 3572, S1, S6, S12, S7,2912,
 QS0786'1928.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 QS0786'ROSSEAU 1938 AND THE DISTANCE WAS FOUND TO BE 141.641 METERS
 QS0786'(464.70 FEET).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1072 ***********************************************************************
 PT1072  DESIGNATION -  T12N R30E SEC 29 NW COR
 PT1072  PID         -  PT1072
 PT1072  STATE/COUNTY-  SD/DEWEY
 PT1072  COUNTRY     -  US
 PT1072  USGS QUAD   -  NO HEART CREEK NE (2017)
 PT1072
 PT1072                         *CURRENT SURVEY CONTROL
 PT1072  ______________________________________________________________________
 PT1072* NAD 83(1996) POSITION- 44 58 17.88762(N) 100 30 31.48091(W)   ADJUSTED
 PT1072* NAVD 88 ORTHO HEIGHT -   587.    (meters)     1926.    (feet) SCALED
 PT1072  ______________________________________________________________________
 PT1072  GEOID HEIGHT    -        -22.386 (meters)                     GEOID18
 PT1072  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 PT1072  HORZ ORDER      -  SECOND
 PT1072
 PT1072.The horizontal coordinates were established by classical geodetic methods
 PT1072.and adjusted by the National Geodetic Survey in January 1998.
 PT1072
 PT1072.The orthometric height was scaled from a topographic map.
 PT1072
 PT1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1072.GEOID18 height accuracy estimate available here.
 PT1072
 PT1072.Click photographs - Photos may exist for this station.
 PT1072
 PT1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1072
 PT1072. The following values were computed from the NAD 83(1996) position.
 PT1072
 PT1072;                    North         East     Units Scale Factor Converg.
 PT1072;SPC SD N     -   126,616.739   559,869.974   MT  0.99994007   -0 21 36.2
 PT1072;SPC SD N     -   415,408.42  1,836,840.07   sFT  0.99994007   -0 21 36.2
 PT1072;UTM  14      - 4,980,906.661   381,029.149   MT  0.99977404   -1 03 59.2
 PT1072
 PT1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1072!SPC SD N     -   0.99991142  x   0.99994007  =   0.99985150
 PT1072!UTM  14      -   0.99991142  x   0.99977404  =   0.99968548
 PT1072
 PT1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8102980906(NAD 83)
 PT1072
 PT1072                          SUPERSEDED SURVEY CONTROL
 PT1072
 PT1072  NAD 83(1986)-  44 58 17.88067(N)    100 30 31.48180(W) AD(       ) 2
 PT1072  NAD 27      -  44 58 17.94100(N)    100 30 29.98600(W) AD(       ) 2
 PT1072
 PT1072.Superseded values are not recommended for survey control.
 PT1072
 PT1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1072.See file dsdata.pdf to determine how the superseded data were derived.
 PT1072
 PT1072_MARKER: DD = SURVEY DISK
 PT1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1072_MARK LOGO: USGLO
 PT1072_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1072
 PT1072  HISTORY     - Date     Condition        Report By
 PT1072  HISTORY     - 1938     MONUMENTED       USGLO
 PT1072
 PT1072                          STATION DESCRIPTION
 PT1072
 PT1072'DESCRIBED BY US GENERAL LAND OFFICE 1938
 PT1072'IT IS 13 MILES SOUTHEAST OF LA PLANT AND 4 MILES WEST OF THE
 PT1072'MISSOURI RIVER.  IT IS 234.8 FEET WEST-NORTHWEST OF THE NORTHWEST
 PT1072'CORNER OF SEC. 29, T. 12 N., R. 30 E., 112 FEET SOUTH OF THE
 PT1072'APPROXIMATE CENTERLINE OF A TRACK ROAD, AND 6 FEET SOUTH OF A
 PT1072'WITNESS POST.
 PT1072'
 PT1072'THE NW CORNER OF SEC. 29, T. 12 N., R. 30 E. IS EAST-SOUTHEAST
 PT1072'OF THE STATION AND 22 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 PT1072'OF THE TRACK ROAD.  IT IS A STANDARD GENERAL LAND OFFICE DISK
 PT1072'WELDED TO THE TOP OF A 1-INCH GALVANIZED IRON PIPE THAT PROJECTS
 PT1072'18 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0879 ***********************************************************************
 QS0879  DESIGNATION -  T13N R25E SECS 17 18 1/4 COR
 QS0879  PID         -  QS0879
 QS0879  STATE/COUNTY-  SD/DEWEY
 QS0879  COUNTRY     -  US
 QS0879  USGS QUAD   -  PARADE (2017)
 QS0879
 QS0879                         *CURRENT SURVEY CONTROL
 QS0879  ______________________________________________________________________
 QS0879* NAD 83(1996) POSITION- 45 05 20.39058(N) 101 05 53.14871(W)   ADJUSTED
 QS0879* NAVD 88 ORTHO HEIGHT -   717.    (meters)     2352.    (feet) SCALED
 QS0879  ______________________________________________________________________
 QS0879  GEOID HEIGHT    -        -21.556 (meters)                     GEOID18
 QS0879  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 QS0879  HORZ ORDER      -  FIRST
 QS0879
 QS0879.The horizontal coordinates were established by classical geodetic methods
 QS0879.and adjusted by the National Geodetic Survey in January 1998.
 QS0879
 QS0879.The orthometric height was scaled from a topographic map.
 QS0879
 QS0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0879.GEOID18 height accuracy estimate available here.
 QS0879
 QS0879.Click photographs - Photos may exist for this station.
 QS0879
 QS0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0879
 QS0879. The following values were computed from the NAD 83(1996) position.
 QS0879
 QS0879;                    North         East     Units Scale Factor Converg.
 QS0879;SPC SD N     -   140,118.810   513,560.573   MT  0.99993933   -0 46 37.8
 QS0879;SPC SD N     -   459,706.46  1,684,906.65   sFT  0.99993933   -0 46 37.8
 QS0879;UTM  14      - 4,994,978.327   334,894.129   MT  0.99993520   -1 29 10.4
 QS0879
 QS0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0879!SPC SD N     -   0.99989105  x   0.99993933  =   0.99983039
 QS0879!UTM  14      -   0.99989105  x   0.99993520  =   0.99982626
 QS0879
 QS0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3489494978(NAD 83)
 QS0879
 QS0879                          SUPERSEDED SURVEY CONTROL
 QS0879
 QS0879  NAD 83(1986)-  45 05 20.38304(N)    101 05 53.14825(W) AD(       ) 1
 QS0879  NAD 27      -  45 05 20.45400(N)    101 05 51.61800(W) AD(       ) 1
 QS0879
 QS0879.Superseded values are not recommended for survey control.
 QS0879
 QS0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0879.See file dsdata.pdf to determine how the superseded data were derived.
 QS0879
 QS0879_MARKER: DD = SURVEY DISK
 QS0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0879_MARK LOGO: USGLO
 QS0879_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0879
 QS0879  HISTORY     - Date     Condition        Report By
 QS0879  HISTORY     - 1945     MONUMENTED       USGLO
 QS0879
 QS0879                          STATION DESCRIPTION
 QS0879
 QS0879'DESCRIBED BY US GENERAL LAND OFFICE 1945 (JCP)
 QS0879'THE STATION IS LOCATED ABOUT 4.5 MILES N OF THE VILLAGE OF PARADE,
 QS0879'0.4 MILE NNE OF A.E. WRIGHTS FARMHOUSE AND IN A N-S FENCE LINE.
 QS0879'
 QS0879'THE MARKER IS A 1-INCH PIPE THAT PROJECTS 7 INCHES AND ON THE
 QS0879'TOP IS A SMALL DISK WITH VARIOUS CAST NUMBERS THAT COULD NOT
 QS0879'BE DECIPHERED AS THE DISK HAD BEEN TAMPERED WITH.
 QS0879'
 QS0879'POINT MEASURED TO AND OBSERVED WAS THE CENTER OF THE DISK.
 QS0879'
 QS0879'A TRAVERSE CONNECTION WAS MADE FROM STATION PARADE TO THE G.L.O.
 QS0879'MARKER.  IT IS 273.856 METERS (898 FEET) W OF THAT STATION.
 QS0879'
 QS0879'TO REACH THE STATION FROM THE SMALL VILLAGE OF PARADE, GO W
 QS0879'ON U.S. HIGHWAY 212 FOR ABOUT 200 YARDS TO A DIRT T-ROAD RIGHT,
 QS0879'TURN RIGHT AND GO N 4.0 MILES TO A WIRE GATE ON THE RIGHT, PASS
 QS0879'THROUGH GATE AND GO E AND N FOR 0.3 MILE TO THE A.E. WRIGHT
 QS0879'FARMHOUSE ON THE RIGHT.  PASS TO THE LEFT OF THE HOUSE, GO 0.1
 QS0879'MILE TO WIRE GATE, PASS THROUGH GATE, GO 0.3 MILE TO ANOTHER
 QS0879'GATE, PASS THROUGH GATE AND FOLLOW FENCE LINE N 0.3 MILE TO THE
 QS0879'MARK ON THE LEFT.
 QS0879'
 QS0879'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0775 ***********************************************************************
 QS0775  DESIGNATION -  T14N R29E SEC 36 SE COR
 QS0775  PID         -  QS0775
 QS0775  STATE/COUNTY-  SD/DEWEY
 QS0775  COUNTRY     -  US
 QS0775  USGS QUAD   -  VIRGINIA (2017)
 QS0775
 QS0775                         *CURRENT SURVEY CONTROL
 QS0775  ______________________________________________________________________
 QS0775* NAD 83(1996) POSITION- 45 07 30.08522(N) 100 30 22.68034(W)   ADJUSTED
 QS0775* NAVD 88 ORTHO HEIGHT -   634.    (meters)     2080.    (feet) SCALED
 QS0775  ______________________________________________________________________
 QS0775  GEOID HEIGHT    -        -22.232 (meters)                     GEOID18
 QS0775  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 QS0775  HORZ ORDER      -  SECOND
 QS0775
 QS0775.The horizontal coordinates were established by classical geodetic methods
 QS0775.and adjusted by the National Geodetic Survey in January 1998.
 QS0775
 QS0775.The orthometric height was scaled from a topographic map.
 QS0775
 QS0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0775.GEOID18 height accuracy estimate available here.
 QS0775
 QS0775.Click photographs - Photos may exist for this station.
 QS0775
 QS0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0775
 QS0775. The following values were computed from the NAD 83(1996) position.
 QS0775
 QS0775;                    North         East     Units Scale Factor Converg.
 QS0775;SPC SD N     -   143,660.615   560,169.404   MT  0.99993994   -0 21 30.0
 QS0775;SPC SD N     -   471,326.53  1,837,822.45   sFT  0.99993994   -0 21 30.0
 QS0775;UTM  14      - 4,997,942.706   381,539.019   MT  0.99977255   -1 04 03.2
 QS0775
 QS0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0775!SPC SD N     -   0.99990403  x   0.99993994  =   0.99984397
 QS0775!UTM  14      -   0.99990403  x   0.99977255  =   0.99967660
 QS0775
 QS0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8153997942(NAD 83)
 QS0775
 QS0775                          SUPERSEDED SURVEY CONTROL
 QS0775
 QS0775  NAD 83(1986)-  45 07 30.07793(N)    100 30 22.68217(W) AD(       ) 2
 QS0775  NAD 27      -  45 07 30.13900(N)    100 30 21.17200(W) AD(       ) 2
 QS0775
 QS0775.Superseded values are not recommended for survey control.
 QS0775
 QS0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0775.See file dsdata.pdf to determine how the superseded data were derived.
 QS0775
 QS0775_MARKER: P = PIPE CAP
 QS0775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0775_MARK LOGO: USGLO
 QS0775_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0775
 QS0775  HISTORY     - Date     Condition        Report By
 QS0775  HISTORY     - UNK      MONUMENTED       USGLO
 QS0775
 QS0775                          STATION DESCRIPTION
 QS0775
 QS0775'DESCRIBED BY US GENERAL LAND OFFICE UNK
 QS0775'S.E. CORNER OF SEC. 36, T. 14 N., R. 29 E. IS SOUTHEAST OF
 QS0775'STATION SWIFT BIRD.  IT IS A STANDARD GENERAL LAND OFFICE DISK
 QS0775'FASTENED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 12 INCHES.
 QS0775'
 QS0775'TO REACH STATION SWIFT BIRD FROM THE POST OFFICE IN WHITLOCK CROSSING,
 QS0775'GO WESTERLY ON U.S. HIGHWAY 212 FOR 12.74 MILES TO WHERE
 QS0775'THE OLD HIGHWAY BEARS LEFT, BEAR LEFT, PASS THROUGH A GATE
 QS0775'AND CONTINUE WESTERLY FOR 0.6 MILE TO STATION SWIFT BIRD ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0887 ***********************************************************************
 QS0887  DESIGNATION -  T15N R23E SEC 31 NW 1/4 NE COR
 QS0887  PID         -  QS0887
 QS0887  STATE/COUNTY-  SD/DEWEY
 QS0887  COUNTRY     -  US
 QS0887  USGS QUAD   -  LANTRY NE (2017)
 QS0887
 QS0887                         *CURRENT SURVEY CONTROL
 QS0887  ______________________________________________________________________
 QS0887* NAD 83(1996) POSITION- 45 13 34.86946(N) 101 21 14.05617(W)   ADJUSTED
 QS0887* NAVD 88 ORTHO HEIGHT -   690.    (meters)     2264.    (feet) SCALED
 QS0887  ______________________________________________________________________
 QS0887  GEOID HEIGHT    -        -20.946 (meters)                     GEOID18
 QS0887  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 QS0887  HORZ ORDER      -  THIRD
 QS0887
 QS0887.The horizontal coordinates were established by classical geodetic methods
 QS0887.and adjusted by the National Geodetic Survey in January 1998.
 QS0887
 QS0887.The orthometric height was scaled from a topographic map.
 QS0887
 QS0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0887.GEOID18 height accuracy estimate available here.
 QS0887
 QS0887.Click photographs - Photos may exist for this station.
 QS0887
 QS0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0887
 QS0887. The following values were computed from the NAD 83(1996) position.
 QS0887
 QS0887;                    North         East     Units Scale Factor Converg.
 QS0887;SPC SD N     -   155,685.677   493,681.002   MT  0.99994377   -0 57 29.6
 QS0887;SPC SD N     -   510,778.76  1,619,685.09   sFT  0.99994377   -0 57 29.6
 QS0887;UTM  14      - 5,010,791.278   315,208.581   MT  1.00001988   -1 40 17.4
 QS0887
 QS0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0887!SPC SD N     -   0.99989505  x   0.99994377  =   0.99983882
 QS0887!UTM  14      -   0.99989505  x   1.00001988  =   0.99991492
 QS0887
 QS0887:                Primary Azimuth Mark                     Grid Az
 QS0887:SPC SD N     -  RED EARTH                                263 43 40.7
 QS0887:UTM  14      -  RED EARTH                                264 26 28.5
 QS0887
 QS0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1520810791(NAD 83)
 QS0887
 QS0887|---------------------------------------------------------------------|
 QS0887| PID    Reference Object                     Distance      Geod. Az  |
 QS0887|                                                           dddmmss.s |
 QS0887| QS0888 TT 3 RDS                            103.119 METERS 00028     |
 QS0887| QS0886 RED EARTH                           APPROX. 0.7 KM 2624611.1 |
 QS0887|---------------------------------------------------------------------|
 QS0887
 QS0887                          SUPERSEDED SURVEY CONTROL
 QS0887
 QS0887  NAD 83(1986)-  45 13 34.86174(N)    101 21 14.05544(W) AD(       ) 3
 QS0887  NAD 27      -  45 13 34.94600(N)    101 21 12.49500(W) AD(       ) 3
 QS0887
 QS0887.Superseded values are not recommended for survey control.
 QS0887
 QS0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0887.See file dsdata.pdf to determine how the superseded data were derived.
 QS0887
 QS0887_MARKER: P = PIPE CAP
 QS0887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0887_MARK LOGO: USGLO
 QS0887_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0887
 QS0887  HISTORY     - Date     Condition        Report By
 QS0887  HISTORY     - 1952     MONUMENTED       USGLO
 QS0887
 QS0887                          STATION DESCRIPTION
 QS0887
 QS0887'DESCRIBED BY US GENERAL LAND OFFICE 1952 (JCM)
 QS0887'THE STATION IS ABOUT 11-1/2 MILES SOUTH AND 3-1/2 MILES EAST
 QS0887'OF ISABEL, AND ABOUT 1-1/2 MILES SOUTHWEST OF RED EARTH CREEK.
 QS0887'
 QS0887'THE MARK IS A STANDARD G.L.O. INDIAN ALLOTMENT BRONZE CAP
 QS0887'RIVETED TO THE TOP OF A 2 INCH ROUND GALVANIZED IRON PIPE
 QS0887'PROJECTING 14 INCHES.  IT IS 17 FEET SOUTHEAST OF THE TRACK
 QS0887'ROAD.
 QS0887'
 QS0887'THE STATION WAS LOCATED FROM STATION RED EARTH AND TT 3 (USGS)
 QS0887'BY TRIANGULATION.  THE DISTANCE FROM RED EARTH WAS FOUND TO BE
 QS0887'(702.013) M. (2303.19) FT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0795 ***********************************************************************
 QS0795  DESIGNATION -  T15N R26E SEC 21 NW COR
 QS0795  PID         -  QS0795
 QS0795  STATE/COUNTY-  SD/DEWEY
 QS0795  COUNTRY     -  US
 QS0795  USGS QUAD   -  WHITE HORSE (2017)
 QS0795
 QS0795                         *CURRENT SURVEY CONTROL
 QS0795  ______________________________________________________________________
 QS0795* NAD 83(1996) POSITION- 45 15 19.62822(N) 100 57 18.99609(W)   ADJUSTED
 QS0795* NAVD 88 ORTHO HEIGHT -   611.    (meters)     2005.    (feet) SCALED
 QS0795  ______________________________________________________________________
 QS0795  GEOID HEIGHT    -        -21.600 (meters)                     GEOID18
 QS0795  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 QS0795  HORZ ORDER      -  SECOND
 QS0795
 QS0795.The horizontal coordinates were established by classical geodetic methods
 QS0795.and adjusted by the National Geodetic Survey in January 1998.
 QS0795
 QS0795.The orthometric height was scaled from a topographic map.
 QS0795
 QS0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0795.GEOID18 height accuracy estimate available here.
 QS0795
 QS0795.Click photographs - Photos may exist for this station.
 QS0795
 QS0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0795
 QS0795. The following values were computed from the NAD 83(1996) position.
 QS0795
 QS0795;                    North         East     Units Scale Factor Converg.
 QS0795;SPC SD N     -   158,472.856   525,020.727   MT  0.99994545   -0 40 33.9
 QS0795;SPC SD N     -   519,923.03  1,722,505.50   sFT  0.99994545   -0 40 33.9
 QS0795;UTM  14      - 5,013,188.203   346,580.820   MT  0.99988941   -1 23 20.4
 QS0795
 QS0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0795!SPC SD N     -   0.99990754  x   0.99994545  =   0.99985299
 QS0795!UTM  14      -   0.99990754  x   0.99988941  =   0.99979696
 QS0795
 QS0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4658013188(NAD 83)
 QS0795
 QS0795                          SUPERSEDED SURVEY CONTROL
 QS0795
 QS0795  NAD 83(1986)-  45 15 19.62093(N)    100 57 18.99413(W) AD(       ) 2
 QS0795  NAD 27      -  45 15 19.68000(N)    100 57 17.47400(W) AD(       ) 2
 QS0795
 QS0795.Superseded values are not recommended for survey control.
 QS0795
 QS0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0795.See file dsdata.pdf to determine how the superseded data were derived.
 QS0795
 QS0795_MARKER: P = PIPE CAP
 QS0795_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0795_MARK LOGO: USGLO
 QS0795_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0795+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 QS0795
 QS0795  HISTORY     - Date     Condition        Report By
 QS0795  HISTORY     - 1952     MONUMENTED       USGLO
 QS0795  HISTORY     - 20090225 GOOD             BROSZ
 QS0795
 QS0795                          STATION DESCRIPTION
 QS0795
 QS0795'DESCRIBED BY US GENERAL LAND OFFICE 1952 (JCM)
 QS0795'THE STATION IS ABOUT 3 MILES WEST AND 1 MILE SOUTH OF THE
 QS0795'WHITEHORSE POST OFFICE, AND ABOUT 1-1/2 MILES NORTH OF THE
 QS0795'MOREAU RIVER.
 QS0795'
 QS0795'THE MARK IS A STANDARD INDIAN ALLOTMENT G.L.O. MARK.  IT IS A
 QS0795'BRONZE CAP RIVETED TO THE TOP OF A 2 INCH GALVANIZED IRON
 QS0795'PIPE PROJECTING 24 INCHES.
 QS0795'
 QS0795'THE STATION WAS LOCATED BY SECOND ORDER TRAVERSE FROM
 QS0795'TRIANGULATION STATION WAN, AND THE DISTANCE WAS FOUND TO BE
 QS0795'290.684 METERS (953.69 FEET).
 QS0795
 QS0795                          STATION RECOVERY (2009)
 QS0795
 QS0795'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2009 (JRS)
 QS0795'STATION FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0851 ***********************************************************************
 QS0851  DESIGNATION -  T18N R23E SEC 10 SE COR
 QS0851  PID         -  QS0851
 QS0851  STATE/COUNTY-  SD/CORSON
 QS0851  COUNTRY     -  US
 QS0851  USGS QUAD   -  BLACK HORSE SE (2017)
 QS0851
 QS0851                         *CURRENT SURVEY CONTROL
 QS0851  ______________________________________________________________________
 QS0851* NAD 83(1996) POSITION- 45 32 42.29391(N) 101 17 08.29750(W)   ADJUSTED
 QS0851* NAVD 88 ORTHO HEIGHT -   667.    (meters)     2188.    (feet) SCALED
 QS0851  ______________________________________________________________________
 QS0851  GEOID HEIGHT    -        -20.650 (meters)                     GEOID18
 QS0851  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 QS0851  HORZ ORDER      -  SECOND
 QS0851
 QS0851.The horizontal coordinates were established by classical geodetic methods
 QS0851.and adjusted by the National Geodetic Survey in January 1998.
 QS0851
 QS0851.The orthometric height was scaled from a topographic map.
 QS0851
 QS0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0851.GEOID18 height accuracy estimate available here.
 QS0851
 QS0851.Click photographs - Photos may exist for this station.
 QS0851
 QS0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0851
 QS0851. The following values were computed from the NAD 83(1996) position.
 QS0851
 QS0851;                    North         East     Units Scale Factor Converg.
 QS0851;SPC SD N     -   191,015.634   499,603.833   MT  0.99997625   -0 54 35.6
 QS0851;SPC SD N     -   626,690.46  1,639,116.91   sFT  0.99997625   -0 54 35.6
 QS0851;UTM  14      - 5,046,045.970   321,573.796   MT  0.99999143   -1 37 54.9
 QS0851
 QS0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0851!SPC SD N     -   0.99989861  x   0.99997625  =   0.99987486
 QS0851!UTM  14      -   0.99989861  x   0.99999143  =   0.99989004
 QS0851
 QS0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2157346045(NAD 83)
 QS0851
 QS0851                          SUPERSEDED SURVEY CONTROL
 QS0851
 QS0851  NAD 83(1986)-  45 32 42.28548(N)    101 17 08.29450(W) AD(       ) 2
 QS0851  NAD 27      -  45 32 42.31200(N)    101 17 06.77000(W) AD(       ) 2
 QS0851
 QS0851.Superseded values are not recommended for survey control.
 QS0851
 QS0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0851.See file dsdata.pdf to determine how the superseded data were derived.
 QS0851
 QS0851_MARKER: P = PIPE CAP
 QS0851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0851_MARK LOGO: USGLO
 QS0851_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0851
 QS0851  HISTORY     - Date     Condition        Report By
 QS0851  HISTORY     - 1952     MONUMENTED       USGLO
 QS0851
 QS0851                          STATION DESCRIPTION
 QS0851
 QS0851'DESCRIBED BY US GENERAL LAND OFFICE 1952 (JCM)
 QS0851'THE STATION IS ON THE RIGHT-OF-WAY OF AN UNIMPROVED SECTION
 QS0851'LINE ROAD, ABOUT 8 MILES NORTH OF FIRESTEEL AND 20 FEET EAST
 QS0851'OF THE CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD G.L.O.
 QS0851'INDIAN ALLOTMENT BRONZE CAP RIVETED TO THE TOP OF A 2-INCH
 QS0851'GALVANIZED IRON PIPE.  THE PIPE PROJECTS 15 INCHES AND THE CAP
 QS0851'IS STAMPED.
 QS0851'
 QS0851'A FIRST ORDER TRAVERSE WAS MADE FROM TRIANGULATION STATION
 QS0851'STEEL AND THE DISTANCE WAS FOUND TO BE 111.808 METERS (366.82)
 QS0851'FT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0723 ***********************************************************************
 OS0723  DESIGNATION -  T1N R28E SECS 32 33 SC
 OS0723  PID         -  OS0723
 OS0723  STATE/COUNTY-  SD/JONES
 OS0723  COUNTRY     -  US
 OS0723  USGS QUAD   -  OKATON NE (2017)
 OS0723
 OS0723                         *CURRENT SURVEY CONTROL
 OS0723  ______________________________________________________________________
 OS0723* NAD 83(1996) POSITION- 43 59 42.03402(N) 100 45 59.00765(W)   ADJUSTED
 OS0723* NAVD 88 ORTHO HEIGHT -   680.4   (meters)     2232.    (feet) VERTCON3
 OS0723  ______________________________________________________________________
 OS0723  GEOID HEIGHT    -        -23.803 (meters)                     GEOID18
 OS0723  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 OS0723  HORZ ORDER      -  SECOND
 OS0723
 OS0723.The horizontal coordinates were established by classical geodetic methods
 OS0723.and adjusted by the National Geodetic Survey in January 1998.
 OS0723
 OS0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0723
 OS0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0723.GEOID18 height accuracy estimate available here.
 OS0723
 OS0723.Click photographs - Photos may exist for this station.
 OS0723
 OS0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0723
 OS0723. The following values were computed from the NAD 83(1996) position.
 OS0723
 OS0723;                    North         East     Units Scale Factor Converg.
 OS0723;SPC SD S     -   184,690.997   565,265.824   MT  0.99992844   -0 17 55.5
 OS0723;SPC SD S     -   605,940.38  1,854,542.96   sFT  0.99992844   -0 17 55.5
 OS0723;UTM  14      - 4,872,835.241   358,368.477   MT  0.99984672   -1 13 37.7
 OS0723
 OS0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0723!SPC SD S     -   0.99989705  x   0.99992844  =   0.99982549
 OS0723!UTM  14      -   0.99989705  x   0.99984672  =   0.99974378
 OS0723
 OS0723:                Primary Azimuth Mark                     Grid Az
 OS0723:SPC SD S     -  HOGBACK                                  290 05 44.3
 OS0723:UTM  14      -  HOGBACK                                  291 01 26.5
 OS0723
 OS0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5836872835(NAD 83)
 OS0723
 OS0723|---------------------------------------------------------------------|
 OS0723| PID    Reference Object                     Distance      Geod. Az  |
 OS0723|                                                           dddmmss.s |
 OS0723| OS0724 GLO 9 A RM                           23.528 METERS 05731     |
 OS0723| OS0725 T1S R28E SECS 3 4 CC                 45.418 METERS 08953     |
 OS0723| PT1060 HOGBACK                             APPROX.14.5 KM 2894748.8 |
 OS0723|---------------------------------------------------------------------|
 OS0723
 OS0723                          SUPERSEDED SURVEY CONTROL
 OS0723
 OS0723  NAD 83(1986)-  43 59 42.02873(N)    100 45 59.01102(W) AD(       ) 2
 OS0723  NAD 27      -  43 59 42.07300(N)    100 45 57.52000(W) AD(       ) 2
 OS0723  NGVD 29 (07/19/86)  680.0    (m)         2231.     (f) VERT ANG       
 OS0723
 OS0723.Superseded values are not recommended for survey control.
 OS0723
 OS0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0723.See file dsdata.pdf to determine how the superseded data were derived.
 OS0723
 OS0723_MARKER: DD = SURVEY DISK
 OS0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0723_MARK LOGO: USGLO
 OS0723_PROJECTION: RECESSED 15 CENTIMETERS
 OS0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0723+STABILITY: SURFACE MOTION
 OS0723
 OS0723  HISTORY     - Date     Condition        Report By
 OS0723  HISTORY     - 1924     MONUMENTED       USGLO
 OS0723  HISTORY     - 1935     GOOD             CGS
 OS0723
 OS0723                          STATION DESCRIPTION
 OS0723
 OS0723'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0723'THE STATION CORNER OF SECS. 32 AND 33, T 1 N, R 28 E, BLACK
 OS0723'HILLS MERIDIAN.
 OS0723'
 OS0723'THE ORIGINAL MONUMENT IS A MOUND OF EARTH WITNESSED BY THREE
 OS0723'PITS.
 OS0723'
 OS0723'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE 6 INCHES
 OS0723'BENEATH THE SURFACE OF GROUND.
 OS0723'
 OS0723'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE UNDER FENCE,
 OS0723'AND BEARS TO THE NE, IS 23.528 METERS (77.215 FEET) DISTANT
 OS0723'FROM THE STATION N 57 DEG 31 MIN E.
 OS0723'
 OS0723'REFERENCE MARK NO. 2--CORNER NO. 9B ALSO SERVES AS A REFERENCE
 OS0723'MARK, AND BEARS TO THE E, IS 45.418 METERS (149.01 FEET)
 OS0723'DISTANT FROM THE STATION N 69 DEG 53 MIN E.
 OS0723
 OS0723                          STATION RECOVERY (1935)
 OS0723
 OS0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0723'STATION MARK IS ABOUT 6 INCHES BELOW SURFACE OF ROAD.  REFERENCE
 OS0723'MARK IS AT FENCE LINE, AND WAS COVERED BY ABOUT 1 FOOT OF
 OS0723'DRIFTED SOIL.  BOTH MARKS WERE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2298 ***********************************************************************
 PU2298  DESIGNATION -  T1N R8 9E SECS 1 6 7 12=GLO 19
 PU2298  PID         -  PU2298
 PU2298  STATE/COUNTY-  SD/PENNINGTON
 PU2298  COUNTRY     -  US
 PU2298  USGS QUAD   -  BOX ELDER (2017)
 PU2298
 PU2298                         *CURRENT SURVEY CONTROL
 PU2298  ______________________________________________________________________
 PU2298* NAD 83(1996) POSITION- 44 04 02.82838(N) 103 05 27.07905(W)   ADJUSTED
 PU2298* NAVD 88 ORTHO HEIGHT -   997.5   (meters)     3273.    (feet) VERTCON3
 PU2298  ______________________________________________________________________
 PU2298  GEOID HEIGHT    -        -16.599 (meters)                     GEOID18
 PU2298  LAPLACE CORR    -        -11.03  (seconds)                    DEFLEC18
 PU2298  HORZ ORDER      -  SECOND
 PU2298
 PU2298.The horizontal coordinates were established by classical geodetic methods
 PU2298.and adjusted by the National Geodetic Survey in January 1998.
 PU2298
 PU2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2298
 PU2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2298.GEOID18 height accuracy estimate available here.
 PU2298
 PU2298.Click photographs - Photos may exist for this station.
 PU2298
 PU2298.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2298
 PU2298. The following values were computed from the NAD 83(1996) position.
 PU2298
 PU2298;                    North         East     Units Scale Factor Converg.
 PU2298;SPC SD S     -   196,316.057   379,134.762   MT  0.99993755   -1 54 08.2
 PU2298;SPC SD S     -   644,080.26  1,243,877.96   sFT  0.99993755   -1 54 08.2
 PU2298;UTM  13      - 4,881,136.617   652,891.430   MT  0.99988750   +1 19 41.1
 PU2298
 PU2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2298!SPC SD S     -   0.99984622  x   0.99993755  =   0.99978378
 PU2298!UTM  13      -   0.99984622  x   0.99988750  =   0.99973374
 PU2298
 PU2298:                Primary Azimuth Mark                     Grid Az
 PU2298:SPC SD S     -  DUNNING                                  042 36 48.4
 PU2298:UTM  13      -  DUNNING                                  039 22 59.1
 PU2298
 PU2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5289181136(NAD 83)
 PU2298
 PU2298|---------------------------------------------------------------------|
 PU2298| PID    Reference Object                     Distance      Geod. Az  |
 PU2298|                                                           dddmmss.s |
 PU2298| PU2301 DUNNING                             APPROX. 3.1 KM 0404240.2 |
 PU2298| PU2296 19 RM 1                              15.279 METERS 14630     |
 PU2298| PU2299 19 RM 2                              15.410 METERS 21719     |
 PU2298|---------------------------------------------------------------------|
 PU2298
 PU2298                          SUPERSEDED SURVEY CONTROL
 PU2298
 PU2298  NAD 83(1993)-  44 04 02.82019(N)    103 05 27.08184(W) AD(       ) 2
 PU2298  NAD 83(1986)-  44 04 02.83426(N)    103 05 27.06829(W) AD(       ) 2
 PU2298  NAD 27      -  44 04 02.87700(N)    103 05 25.43000(W) AD(       ) 2
 PU2298  NGVD 29 (07/19/86)  997.0    (m)         3271.     (f) VERT ANG       
 PU2298
 PU2298.Superseded values are not recommended for survey control.
 PU2298
 PU2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2298.See file dsdata.pdf to determine how the superseded data were derived.
 PU2298
 PU2298_MARKER: DD = SURVEY DISK
 PU2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2298_MARK LOGO: USGLO
 PU2298_PROJECTION: RECESSED 10 CENTIMETERS
 PU2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2298+STABILITY: SURFACE MOTION
 PU2298
 PU2298  HISTORY     - Date     Condition        Report By
 PU2298  HISTORY     - 1924     MONUMENTED       USGLO
 PU2298  HISTORY     - 1935     GOOD             CGS
 PU2298  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PU2298  HISTORY     - 1950     SEE DESCRIPTION  CGS
 PU2298  HISTORY     - 1950     GOOD             CGS
 PU2298  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PU2298
 PU2298                          STATION DESCRIPTION
 PU2298
 PU2298'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 PU2298'THE CORNER OF SECS. 1, 6, 7, 12, T 1 N, RS 8 AND 9 E, BLACK
 PU2298'HILLS MERIDIAN.
 PU2298'
 PU2298'THE ORIGINAL MONUMENT IS A SANDSTONE, 12- BY 6- BY 4 INCHES,
 PU2298'MARKED FIVE NOTCHES S AND ONE NOTCH N, WITNESSED BY FOUR
 PU2298'PITS.
 PU2298'
 PU2298'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 4 INCHES
 PU2298'BENEATH THE SURFACE OF GROUND WITH THE ORIGINAL STONE ON
 PU2298'TOP.
 PU2298'
 PU2298'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE AND
 PU2298'BEARS TO THE SE.
 PU2298'
 PU2298'REFERENCE MARK NO. 2 IS A BRASS DISK SET IN CONCRETE AND BEARS
 PU2298'TO THE SW.
 PU2298
 PU2298                          STATION RECOVERY (1935)
 PU2298
 PU2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2298'STATION AND REFERENCE MARKS WERE ALL FOUND TO BE IN GOOD
 PU2298'CONDITION AND TO BE CORRECTLY DESCRIBED.
 PU2298
 PU2298                          STATION RECOVERY (1943)
 PU2298
 PU2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 PU2298'RECOVERED THE REFERENCE MARKS, BUT STATION MARK MAY HAVE
 PU2298'BEEN REMOVED BY ROAD GRADING.  NO SEARCH MADE FOR UNDERGROUND
 PU2298'MARK.  DESCRIPTION ADEQUATE.
 PU2298
 PU2298                          STATION RECOVERY (1950)
 PU2298
 PU2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2298'THE STATION MARK WAS NOT RECOVERED, BUT BOTH REFERENCE MARKS
 PU2298'WERE FOUND IN GOOD CONDITION.  IT IS BELIEVED THE STATION
 PU2298'MARK WAS DESTROYED BY ROAD GRADING.
 PU2298'
 PU2298'THE STATION SITE IS ABOUT 6-1/2 MILES EAST OF RAPID CITY IN THE
 PU2298'CENTER OF A DIRT ROAD.
 PU2298'
 PU2298'TO REACH FROM THE POST OFFICE IN RAPID CITY, GO EAST ON
 PU2298'U.S. HIGHWAY 14 AND 16 FOR 8.2 MILES TO CROSS ROAD AT AIR
 PU2298'BASE TRAILER VILLAGE.  TURN RIGHT, SOUTH, AND GO 3.4 MILES
 PU2298'TO STATION SITE.
 PU2298'
 PU2298'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION SITE 2.5
 PU2298'FEET WEST OF A WIRE FENCE.  IT IS A STANDARD BUREAU OF LAND
 PU2298'MANAGEMENT (G.L.O.) BRASS SURVEY DISK SET IN THE TOP OF A
 PU2298'12-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES, AND STAMPED
 PU2298'REFERENCE NO 1 1924.
 PU2298'
 PU2298'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION SITE 3 FEET
 PU2298'EAST OF A WIRE FENCE.  IT IS A STANDARD BUREAU OF LAND
 PU2298'MANAGEMENT (G.L.O.) BRASS SURVEY DISK SET IN THE TOP OF A
 PU2298'12-INCH SQUARE CONCRETE POST PROJECTING 10 INCHES, AND
 PU2298'STAMPED REFERENCE NO 2 1924.
 PU2298'
 PU2298'THIS STATION WAS NOT OCCUPIED IN 1950.
 PU2298
 PU2298                          STATION RECOVERY (1950)
 PU2298
 PU2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 PU2298'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PU2298'SANDSTONE MONUMENT GONE.
 PU2298'
 PU2298'TO REACH FROM RAPID CITY GO EAST ON STATE HIGHWAY 40 FROM THE
 PU2298'ALEX JOHNSON HOTEL FOR 5 MILES TO WHERE SECTION LINE ROAD
 PU2298'LEADS EAST, (HIGHWAY 40 CONTINUES PARALLELING RAILROAD),
 PU2298'GO E ON SECTION LINE ROAD FOR 2.5 MILES TO RADIO RANGE, TURN LEFT
 PU2298'(N) AND GO 1 MILE TO STATION.  STATION IS 32 FEET E OF POLE
 PU2298'LS 273 AT FENCE CORNER, 33 FEET EAST OF N-S FENCE 31 FEET WEST
 PU2298'OF N-S FENCE, 49.7 FEET NW OF R.M. 1, 50.6 FEET NE OF R.M. 2,
 PU2298'A STANDARD GLO DISK STAMPED T 1N R8E R9E S1 S6 S12 S7 1924
 PU2298'SET IN CONCRETE AND ABOUT 4 INCHES BELOW THE SURFACE OF THE
 PU2298'GROUND.
 PU2298
 PU2298                          STATION RECOVERY (1966)
 PU2298
 PU2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PU2298'THE STATION IS DESTROYED BUT R.M. 1 AND R.M. 2 WERE RECOVERED
 PU2298'AS DESCRIBED.
 PU2298'
 PU2298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MI E
 PU2298'OF RAPID CITY
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1560 ***********************************************************************
 PU1560  DESIGNATION -  T1N R9E SECS 19 20 1/4 COR
 PU1560  PID         -  PU1560
 PU1560  STATE/COUNTY-  SD/PENNINGTON
 PU1560  COUNTRY     -  US
 PU1560  USGS QUAD   -  BOX ELDER (2017)
 PU1560
 PU1560                         *CURRENT SURVEY CONTROL
 PU1560  ______________________________________________________________________
 PU1560* NAD 83(1986) POSITION- 44 01 52.     (N) 103 04 15.     (W)   SCALED
 PU1560* NAVD 88 ORTHO HEIGHT -   923.130 (meters)     3028.64  (feet) ADJUSTED
 PU1560  ______________________________________________________________________
 PU1560  GEOID HEIGHT    -        -16.707 (meters)                     GEOID18
 PU1560  DYNAMIC HEIGHT  -        922.812 (meters)     3027.59  (feet) COMP
 PU1560  MODELED GRAVITY -    980,243.2   (mgal)                       NAVD 88
 PU1560
 PU1560  VERT ORDER      -  FIRST     CLASS II
 PU1560
 PU1560.The horizontal coordinates were scaled from a map and have
 PU1560.an estimated accuracy of +/- 6 seconds.
 PU1560
 PU1560.The orthometric height was determined by differential leveling and
 PU1560.adjusted by the NATIONAL GEODETIC SURVEY
 PU1560.in June 1991.
 PU1560
 PU1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1560.GEOID18 height accuracy estimate available here.
 PU1560
 PU1560.Click photographs - Photos may exist for this station.
 PU1560
 PU1560.The dynamic height is computed by dividing the NAVD 88
 PU1560.geopotential number by the normal gravity value computed on the
 PU1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1560.degrees latitude (g = 980.6199 gals.).
 PU1560
 PU1560.The modeled gravity was interpolated from observed gravity values.
 PU1560
 PU1560;                    North         East    Units  Estimated Accuracy
 PU1560;SPC SD S     -   192,230.      380,610.      MT  (+/- 180 meters Scaled)
 PU1560
 PU1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ545771(NAD 83)
 PU1560
 PU1560                          SUPERSEDED SURVEY CONTROL
 PU1560
 PU1560  NGVD 29 (??/??/92)  922.66   (m)         3027.1    (f) COMPUTED    1 2
 PU1560
 PU1560.Superseded values are not recommended for survey control.
 PU1560
 PU1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1560.See file dsdata.pdf to determine how the superseded data were derived.
 PU1560
 PU1560_MARKER: P = PIPE CAP
 PU1560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU1560_STAMPING: 1/4 S19 S20 1949
 PU1560_MARK LOGO: BLM
 PU1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1560+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 PU1560
 PU1560  HISTORY     - Date     Condition        Report By
 PU1560  HISTORY     - 1949     MONUMENTED       BLM
 PU1560  HISTORY     - 1962     GOOD             CGS
 PU1560  HISTORY     - 1985     GOOD             NGS
 PU1560  HISTORY     - 20110426 GOOD             INDIV
 PU1560
 PU1560                          STATION DESCRIPTION
 PU1560
 PU1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1560'9.8 MI E FROM RAPID CITY.
 PU1560'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1560'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1560'STATION AT RAPID CITY, THENCE 0.5 MILE NORTHEAST ALONG COUNTY
 PU1560'ROAD 435, 325 FEET WEST OF THE CENTER LINE OF A CURVE IN THE
 PU1560'ROAD, 126 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL
 PU1560'HOUSE DIST. NO. 27, 187 FEET SOUTHWEST OF A 5 FORKED LARGE
 PU1560'COTTONWOOD TREE, 54 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 PU1560'ROAD, 29 FEET EAST OF A TRANSFORMER POLE, 2-INCHES EAST OF A
 PU1560'FENCE 1.4 FEET EAST OF A METAL WITNESS POST, AND RIVETED ON THE
 PU1560'TOP OF A 2-INCH IRON PIPE PROJECTING 2-INCHES.
 PU1560
 PU1560                          STATION RECOVERY (1985)
 PU1560
 PU1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1560'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  NOT
 PU1560'LEVELWD TO DURING THIS SURVEY.
 PU1560
 PU1560                          STATION RECOVERY (2011)
 PU1560
 PU1560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0725 ***********************************************************************
 OS0725  DESIGNATION -  T1S R28E SECS 3 4 CC
 OS0725  PID         -  OS0725
 OS0725  STATE/COUNTY-  SD/JONES
 OS0725  COUNTRY     -  US
 OS0725  USGS QUAD   -  OKATON NE (2017)
 OS0725
 OS0725                         *CURRENT SURVEY CONTROL
 OS0725  ______________________________________________________________________
 OS0725* NAD 83(1996) POSITION- 43 59 42.03706(N) 100 45 56.96926(W)   ADJUSTED
 OS0725* NAVD 88 ORTHO HEIGHT -   680.    (meters)     2231.    (feet) SCALED
 OS0725  ______________________________________________________________________
 OS0725  GEOID HEIGHT    -        -23.804 (meters)                     GEOID18
 OS0725  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 OS0725  HORZ ORDER      -  SECOND
 OS0725
 OS0725.The horizontal coordinates were established by classical geodetic methods
 OS0725.and adjusted by the National Geodetic Survey in January 1998.
 OS0725
 OS0725.The orthometric height was scaled from a topographic map.
 OS0725
 OS0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0725.GEOID18 height accuracy estimate available here.
 OS0725
 OS0725.Click photographs - Photos may exist for this station.
 OS0725
 OS0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0725
 OS0725. The following values were computed from the NAD 83(1996) position.
 OS0725
 OS0725;                    North         East     Units Scale Factor Converg.
 OS0725;SPC SD S     -   184,690.854   565,311.239   MT  0.99992844   -0 17 54.1
 OS0725;SPC SD S     -   605,939.91  1,854,691.96   sFT  0.99992844   -0 17 54.1
 OS0725;UTM  14      - 4,872,834.362   358,413.880   MT  0.99984656   -1 13 36.3
 OS0725
 OS0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0725!SPC SD S     -   0.99989705  x   0.99992844  =   0.99982549
 OS0725!UTM  14      -   0.99989705  x   0.99984656  =   0.99974362
 OS0725
 OS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5841372834(NAD 83)
 OS0725
 OS0725                          SUPERSEDED SURVEY CONTROL
 OS0725
 OS0725  NAD 83(1986)-  43 59 42.03177(N)    100 45 56.97264(W) AD(       ) 2
 OS0725  NAD 27      -  43 59 42.08000(N)    100 45 55.48000(W) AD(       ) 2
 OS0725
 OS0725.Superseded values are not recommended for survey control.
 OS0725
 OS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0725.See file dsdata.pdf to determine how the superseded data were derived.
 OS0725
 OS0725_MARKER: DD = SURVEY DISK
 OS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0725_MARK LOGO: USGLO
 OS0725_PROJECTION: RECESSED 15 CENTIMETERS
 OS0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0725+STABILITY: SURFACE MOTION
 OS0725
 OS0725  HISTORY     - Date     Condition        Report By
 OS0725  HISTORY     - 1924     MONUMENTED       USGLO
 OS0725  HISTORY     - 1935     GOOD             CGS
 OS0725
 OS0725                          STATION DESCRIPTION
 OS0725
 OS0725'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0725'THE CLOSING CORNER OF SECS. 3 AND 4, T 1 S, R 28 E, BLACK
 OS0725'HILLS MERIDIAN.
 OS0725'
 OS0725'THE ORIGINAL MONUMENT IS A MOUND OF EARTH WITNESSED BY THREE
 OS0725'PITS.
 OS0725'
 OS0725'THE NEW MONUMENT IS A BRASS DISK, SET IN CONCRETE, 6 INCHES
 OS0725'BENEATH SURFACE OF GROUND.
 OS0725'
 OS0725'REFERENCE MARK NO. 1--CORNER NO. 9A SERVES AS A REFERENCE
 OS0725'MARK, AND BEARS TO THE W, IT IS 45.418 METERS (149.01 FEET)
 OS0725'DISTANT FROM THE STATION S 89 DEG 53 MIN W.
 OS0725
 OS0725                          STATION RECOVERY (1935)
 OS0725
 OS0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0725'MARK WAS RECOVERED AND FOUND TO BE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0715 ***********************************************************************
 OS0715  DESIGNATION -  T1S R29E SECS 20 29 1/4 COR
 OS0715  PID         -  OS0715
 OS0715  STATE/COUNTY-  SD/JONES
 OS0715  COUNTRY     -  US
 OS0715  USGS QUAD   -  MURDO (2017)
 OS0715
 OS0715                         *CURRENT SURVEY CONTROL
 OS0715  ______________________________________________________________________
 OS0715* NAD 83(1996) POSITION- 43 56 14.14936(N) 100 40 36.08222(W)   ADJUSTED
 OS0715* NAVD 88 ORTHO HEIGHT -   737.5   (meters)     2420.    (feet) VERTCON3
 OS0715  ______________________________________________________________________
 OS0715  GEOID HEIGHT    -        -24.040 (meters)                     GEOID18
 OS0715  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 OS0715  HORZ ORDER      -  SECOND
 OS0715
 OS0715.The horizontal coordinates were established by classical geodetic methods
 OS0715.and adjusted by the National Geodetic Survey in January 1998.
 OS0715
 OS0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0715
 OS0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0715.GEOID18 height accuracy estimate available here.
 OS0715
 OS0715.Click photographs - Photos may exist for this station.
 OS0715
 OS0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0715
 OS0715. The following values were computed from the NAD 83(1996) position.
 OS0715
 OS0715;                    North         East     Units Scale Factor Converg.
 OS0715;SPC SD S     -   178,241.682   572,433.926   MT  0.99992233   -0 14 12.7
 OS0715;SPC SD S     -   584,781.25  1,878,060.31   sFT  0.99992233   -0 14 12.7
 OS0715;UTM  14      - 4,866,271.330   365,430.599   MT  0.99982273   -1 09 48.9
 OS0715
 OS0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0715!SPC SD S     -   0.99988815  x   0.99992233  =   0.99981048
 OS0715!UTM  14      -   0.99988815  x   0.99982273  =   0.99971089
 OS0715
 OS0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6543066271(NAD 83)
 OS0715
 OS0715|---------------------------------------------------------------------|
 OS0715| PID    Reference Object                     Distance      Geod. Az  |
 OS0715|                                                           dddmmss.s |
 OS0715| OS0714 GLO 8 RM                             18.909 METERS 23541     |
 OS0715| OS0713 WHITE                               201.352 METERS 29737     |
 OS0715|---------------------------------------------------------------------|
 OS0715
 OS0715                          SUPERSEDED SURVEY CONTROL
 OS0715
 OS0715  NAD 83(1986)-  43 56 14.14412(N)    100 40 36.08547(W) AD(       ) 2
 OS0715  NAD 27      -  43 56 14.18000(N)    100 40 34.60000(W) AD(       ) 2
 OS0715  NGVD 29 (07/19/86)  737.0    (m)         2418.     (f) VERT ANG       
 OS0715
 OS0715.Superseded values are not recommended for survey control.
 OS0715
 OS0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0715.See file dsdata.pdf to determine how the superseded data were derived.
 OS0715
 OS0715_MARKER: DD = SURVEY DISK
 OS0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0715_MARK LOGO: USGLO
 OS0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0715+STABILITY: SURFACE MOTION
 OS0715
 OS0715  HISTORY     - Date     Condition        Report By
 OS0715  HISTORY     - 1924     MONUMENTED       USGLO
 OS0715  HISTORY     - 1935     GOOD             CGS
 OS0715
 OS0715                          STATION DESCRIPTION
 OS0715
 OS0715'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0715'THE QUARTER-SECTION CORNER OF SECS. 20 AND 29, T 1 S, R 29 E,
 OS0715'BLACK HILLS MERIDIAN.
 OS0715'
 OS0715'THE ORIGINAL MONUMENT IS A WOOD STAKE WITNESSED BY TWO PITS.
 OS0715'
 OS0715'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE.
 OS0715'
 OS0715'REFERENCE MARK NO. 1--A BRASS DISK CEMENTED IN A LARGE BOULDER
 OS0715'IN PLACE, AND BEARS TO THE SW, 19.175 METERS DISTANT FROM
 OS0715'THE STATION S 55 DEG 41 MIN W.
 OS0715'
 OS0715'REFERENCE MARK NO. 2--U.S.C. AND G.S. TRIANGULATION STATION
 OS0715'WHITE ALSO SERVES AS A REFERENCE MARK, AND BEARS TO THE NW,
 OS0715'203.255 METERS DISTANT FROM THE STATION N 62 DEG 23 MIN W.
 OS0715
 OS0715                          STATION RECOVERY (1935)
 OS0715
 OS0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0715'STATION AND REFERENCE MARKS WERE RECOVERED AND WERE FOUND
 OS0715'TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION WAS FOUND
 OS0715'TO BE CORRECT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0688 ***********************************************************************
 OS0688  DESIGNATION -  T1S R30 31E SECS 1 6 CC
 OS0688  PID         -  OS0688
 OS0688  STATE/COUNTY-  SD/JONES
 OS0688  COUNTRY     -  US
 OS0688  USGS QUAD   -  VIVIAN NW (2017)
 OS0688
 OS0688                         *CURRENT SURVEY CONTROL
 OS0688  ______________________________________________________________________
 OS0688* NAD 83(1996) POSITION- 43 59 42.30098(N) 100 28 00.64321(W)   ADJUSTED
 OS0688* NAVD 88 ORTHO HEIGHT -   664.4   (meters)     2180.    (feet) VERTCON3
 OS0688  ______________________________________________________________________
 OS0688  GEOID HEIGHT    -        -24.278 (meters)                     GEOID18
 OS0688  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 OS0688  HORZ ORDER      -  SECOND
 OS0688
 OS0688.The horizontal coordinates were established by classical geodetic methods
 OS0688.and adjusted by the National Geodetic Survey in January 1998.
 OS0688
 OS0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0688
 OS0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0688.GEOID18 height accuracy estimate available here.
 OS0688
 OS0688.Click photographs - Photos may exist for this station.
 OS0688
 OS0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0688
 OS0688. The following values were computed from the NAD 83(1996) position.
 OS0688
 OS0688;                    North         East     Units Scale Factor Converg.
 OS0688;SPC SD S     -   184,617.289   589,291.397   MT  0.99992845   -0 05 31.6
 OS0688;SPC SD S     -   605,698.56  1,933,366.86   sFT  0.99992845   -0 05 31.6
 OS0688;UTM  14      - 4,872,372.637   382,386.797   MT  0.99977013   -1 01 08.3
 OS0688
 OS0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0688!SPC SD S     -   0.99989963  x   0.99992845  =   0.99982809
 OS0688!UTM  14      -   0.99989963  x   0.99977013  =   0.99966978
 OS0688
 OS0688:                Primary Azimuth Mark                     Grid Az
 OS0688:SPC SD S     -  JONES                                    355 08 57.4
 OS0688:UTM  14      -  JONES                                    356 04 34.1
 OS0688
 OS0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8238672372(NAD 83)
 OS0688
 OS0688|---------------------------------------------------------------------|
 OS0688| PID    Reference Object                     Distance      Geod. Az  |
 OS0688|                                                           dddmmss.s |
 OS0688| OS0689 GLO 7 RM 1                           18.397 METERS 13646     |
 OS0688| OS0687 GLO 7 RM 2                           18.999 METERS 22423     |
 OS0688| PT1018 JONES                               APPROX. 5.1 KM 3550325.8 |
 OS0688|---------------------------------------------------------------------|
 OS0688
 OS0688                          SUPERSEDED SURVEY CONTROL
 OS0688
 OS0688  NAD 83(1986)-  43 59 42.29677(N)    100 28 00.64588(W) AD(       ) 2
 OS0688  NAD 27      -  43 59 42.34300(N)    100 27 59.16800(W) AD(       ) 2
 OS0688  NGVD 29 (07/19/86)  664.0    (m)         2178.     (f) VERT ANG       
 OS0688
 OS0688.Superseded values are not recommended for survey control.
 OS0688
 OS0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0688.See file dsdata.pdf to determine how the superseded data were derived.
 OS0688
 OS0688_MARKER: DD = SURVEY DISK
 OS0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0688_MARK LOGO: USGLO
 OS0688_PROJECTION: RECESSED 15 CENTIMETERS
 OS0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0688+STABILITY: SURFACE MOTION
 OS0688
 OS0688  HISTORY     - Date     Condition        Report By
 OS0688  HISTORY     - 1924     MONUMENTED       USGLO
 OS0688  HISTORY     - 1935     GOOD             CGS
 OS0688
 OS0688                          STATION DESCRIPTION
 OS0688
 OS0688'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0688'THE CLOSING CORNER OF SECS. 1 AND 6, T 1 S, RS 30 AND 31 E,
 OS0688'BLACK HILLS MERIDIAN.
 OS0688'
 OS0688'THE ORIGINAL MONUMENT IS A DECOMPOSED WOOD STAKE IN MOUND OF
 OS0688'EARTH, WITNESSED BY THREE PITS.
 OS0688'
 OS0688'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 6 INCHES
 OS0688'BENEATH SURFACE OF GROUND.
 OS0688'
 OS0688'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND BEARS
 OS0688'TO THE SE.
 OS0688'
 OS0688'REFERENCE MARK NO. 2--A BRASS DISK SET IN CONCRETE, AND BEARS
 OS0688'TO THE SW.
 OS0688
 OS0688                          STATION RECOVERY (1935)
 OS0688
 OS0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0688'STATION MARK AND REFERENCE MARKS WERE FOUND TO BE IN GOOD
 OS0688'CONDITION AND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2207 ***********************************************************************
 PU2207  DESIGNATION -  T2 3N R12 13E SECS 1 6 31 36
 PU2207  PID         -  PU2207
 PU2207  STATE/COUNTY-  SD/MEADE
 PU2207  COUNTRY     -  US
 PU2207  USGS QUAD   -  OWANKA NE (2017)
 PU2207
 PU2207                         *CURRENT SURVEY CONTROL
 PU2207  ______________________________________________________________________
 PU2207* NAD 83(1996) POSITION- 44 10 06.89567(N) 102 36 29.43955(W)   ADJUSTED
 PU2207* NAVD 88 ORTHO HEIGHT -   851.5   (meters)     2794.    (feet) VERTCON3
 PU2207  ______________________________________________________________________
 PU2207  GEOID HEIGHT    -        -18.172 (meters)                     GEOID18
 PU2207  LAPLACE CORR    -         -6.92  (seconds)                    DEFLEC18
 PU2207  HORZ ORDER      -  SECOND
 PU2207
 PU2207.The horizontal coordinates were established by classical geodetic methods
 PU2207.and adjusted by the National Geodetic Survey in January 1998.
 PU2207
 PU2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2207
 PU2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2207.GEOID18 height accuracy estimate available here.
 PU2207
 PU2207.Click photographs - Photos may exist for this station.
 PU2207
 PU2207.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2207
 PU2207. The following values were computed from the NAD 83(1996) position.
 PU2207
 PU2207;                    North         East     Units Scale Factor Converg.
 PU2207;SPC SD N     -    40,614.364   391,425.480   MT  1.00005676   -1 50 45.3
 PU2207;SPC SD N     -   133,248.96  1,284,201.76   sFT  1.00005676   -1 50 45.3
 PU2207;SPC SD S     -   206,376.955   418,092.120   MT  0.99995295   -1 34 09.5
 PU2207;SPC SD S     -   677,088.39  1,371,690.56   sFT  0.99995295   -1 34 09.5
 PU2207;UTM  13      - 4,893,378.985   691,220.120   MT  1.00004972   +1 40 01.4
 PU2207
 PU2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2207!SPC SD N     -   0.99986935  x   1.00005676  =   0.99992611
 PU2207!SPC SD S     -   0.99986935  x   0.99995295  =   0.99982231
 PU2207!UTM  13      -   0.99986935  x   1.00004972  =   0.99991907
 PU2207
 PU2207:                Primary Azimuth Mark                     Grid Az
 PU2207:SPC SD N     -  16 SOUTHEAST BASE                        142 30 56.4
 PU2207:SPC SD S     -  16 SOUTHEAST BASE                        142 14 20.6
 PU2207:UTM  13      -  16 SOUTHEAST BASE                        139 00 09.7
 PU2207
 PU2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9122093378(NAD 83)
 PU2207
 PU2207|---------------------------------------------------------------------|
 PU2207| PID    Reference Object                     Distance      Geod. Az  |
 PU2207|                                                           dddmmss.s |
 PU2207| PU2205 16 NORTHWEST BASE RM 1               14.340 METERS 04641     |
 PU2207| PU2206 16 SOUTHEAST BASE                   APPROX. 0.7 KM 1404011.1 |
 PU2207|---------------------------------------------------------------------|
 PU2207
 PU2207                          SUPERSEDED SURVEY CONTROL
 PU2207
 PU2207  NAD 83(1993)-  44 10 06.88749(N)    102 36 29.44084(W) AD(       ) 2
 PU2207  NAD 83(1986)-  44 10 06.88672(N)    102 36 29.44144(W) AD(       ) 2
 PU2207  NAD 27      -  44 10 06.94000(N)    102 36 27.85000(W) AD(       ) 2
 PU2207  NGVD 29 (07/19/86)  851.0    (m)         2792.     (f) VERT ANG       
 PU2207
 PU2207.Superseded values are not recommended for survey control.
 PU2207
 PU2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2207.See file dsdata.pdf to determine how the superseded data were derived.
 PU2207
 PU2207_MARKER: DD = SURVEY DISK
 PU2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2207_MARK LOGO: USGLO
 PU2207_PROJECTION: RECESSED 10 CENTIMETERS
 PU2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2207+STABILITY: SURFACE MOTION
 PU2207
 PU2207  HISTORY     - Date     Condition        Report By
 PU2207  HISTORY     - 1925     MONUMENTED       USGLO
 PU2207  HISTORY     - 1935     GOOD             CGS
 PU2207
 PU2207                          STATION DESCRIPTION
 PU2207
 PU2207'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PU2207'THE CORNER OF SECS. 1, 6, 31, 36, TPS 2 AND 3 N, RS 12 AND 13 E,
 PU2207'BLACK HILLS MERIDIAN, ON THE THIRD GUIDE MERIDIAN E.
 PU2207'
 PU2207'THE ORIGINAL MONUMENT IS A LIMESTONE (BROKEN AND MARKS OBLITERATED
 PU2207'BY TRAFFIC) IS A MOUND OF EARTH, WITNESS BY 4 PITS.
 PU2207'
 PU2207'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE
 PU2207'4 INCHES BENEATH THE SURFACE OF THE GROUND.
 PU2207'
 PU2207'REFERENCE MARK NO. 1 IS A BRASS DISK SET IN CONCRETE AND BEARS
 PU2207'TO THE NE, 14.34 METERS DISTANT FROM THE STATION
 PU2207'N 46 DEG 41 MIN E.  REFERENCE MARK NO. 2 IS A BRASS DISK,
 PU2207'MARKED NORTH WEST BASE, 1924, SET IN CONCRETE AND BEARS TO THE
 PU2207'NW, 673.393 METERS DISTANT FROM THE STATION N 39 DEG 20 MIN W.
 PU2207'REFERENCE MARK NO. 3 IS A BRASS DISK, MARKED
 PU2207'SOUTH EAST BASE, 1924, SET IN CONCRETE AND BEARS TO THE SE,
 PU2207'671.413 METERS FROM THE STATION S 39 DEG 20 MIN E.
 PU2207
 PU2207                          STATION RECOVERY (1935)
 PU2207
 PU2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2207'STATION MARK AND REFERENCE MARK WERE FOUND TO BE IN GOOD
 PU2207'CONDITION AND AS DESCRIBED.
 PU2207'
 PU2207'G.L.O. STATION 16 NORTH WEST BASE IS ABOUT 30 YARDS SE OF A
 PU2207'SMALL CREEK AND ABOUT 30 YARDS NE OF A DIM TRAIL, AND PROJECTS
 PU2207'ABOUT 6 INCHES ABOVE GROUND.  G.L.O. STATION 16 SOUTH EAST BASE
 PU2207'IS ON A VERY LOW KNOLL SHORT DISTANCE E OF A LONG COTTONWOOD
 PU2207'TREE IN A CREEK BED, AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2181 ***********************************************************************
 PU2181  DESIGNATION -  T2 3N R15 16E SECS 1 6 31 36
 PU2181  PID         -  PU2181
 PU2181  STATE/COUNTY-  SD/PENNINGTON
 PU2181  COUNTRY     -  US
 PU2181  USGS QUAD   -  RAINY CREEK (2017)
 PU2181
 PU2181                         *CURRENT SURVEY CONTROL
 PU2181  ______________________________________________________________________
 PU2181* NAD 83(1996) POSITION- 44 10 05.04391(N) 102 14 52.78617(W)   ADJUSTED
 PU2181* NAVD 88 ORTHO HEIGHT -   874.5   (meters)     2869.    (feet) VERTCON3
 PU2181  ______________________________________________________________________
 PU2181  GEOID HEIGHT    -        -19.078 (meters)                     GEOID18
 PU2181  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 PU2181  HORZ ORDER      -  SECOND
 PU2181
 PU2181.The horizontal coordinates were established by classical geodetic methods
 PU2181.and adjusted by the National Geodetic Survey in January 1998.
 PU2181
 PU2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2181
 PU2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2181.GEOID18 height accuracy estimate available here.
 PU2181
 PU2181.Click photographs - Photos may exist for this station.
 PU2181
 PU2181.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2181
 PU2181. The following values were computed from the NAD 83(1996) position.
 PU2181
 PU2181;                    North         East     Units Scale Factor Converg.
 PU2181;SPC SD S     -   205,593.385   446,887.126   MT  0.99995287   -1 19 15.0
 PU2181;SPC SD S     -   674,517.63  1,466,162.18   sFT  0.99995287   -1 19 15.0
 PU2181;UTM  13      - 4,894,223.120   720,018.253   MT  1.00019539   +1 55 05.8
 PU2181
 PU2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2181!SPC SD S     -   0.99986589  x   0.99995287  =   0.99981877
 PU2181!UTM  13      -   0.99986589  x   1.00019539  =   1.00006126
 PU2181
 PU2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2001894223(NAD 83)
 PU2181
 PU2181|---------------------------------------------------------------------|
 PU2181| PID    Reference Object                     Distance      Geod. Az  |
 PU2181|                                                           dddmmss.s |
 PU2181| PU2182 15 RM 1                              14.162 METERS 04416     |
 PU2181| PU2180 15 RM 2                             153.177 METERS 30053     |
 PU2181|---------------------------------------------------------------------|
 PU2181
 PU2181                          SUPERSEDED SURVEY CONTROL
 PU2181
 PU2181  NAD 83(1986)-  44 10 05.03574(N)    102 14 52.78818(W) AD(       ) 2
 PU2181  NAD 27      -  44 10 05.09000(N)    102 14 51.22000(W) AD(       ) 2
 PU2181  NGVD 29 (07/19/86)  874.0    (m)         2867.     (f) VERT ANG       
 PU2181
 PU2181.Superseded values are not recommended for survey control.
 PU2181
 PU2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2181.See file dsdata.pdf to determine how the superseded data were derived.
 PU2181
 PU2181_MARKER: DD = SURVEY DISK
 PU2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2181_MARK LOGO: USGLO
 PU2181_PROJECTION: RECESSED 10 CENTIMETERS
 PU2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2181+STABILITY: SURFACE MOTION
 PU2181
 PU2181  HISTORY     - Date     Condition        Report By
 PU2181  HISTORY     - 1924     MONUMENTED       USGLO
 PU2181  HISTORY     - 1935     GOOD             CGS
 PU2181
 PU2181                          STATION DESCRIPTION
 PU2181
 PU2181'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 PU2181'THE CORNER OF SECS. 1, 6, 31, 36, TPS 2 AND 3 N, RS 15 AND
 PU2181'16 E, BLACK HILLS MERIDIAN.  THE ORIGINAL MONUMENT IS A SMALL
 PU2181'STONE MARKED WITH A CROSS DEPOSITED IN A MOUND OF EARTH.
 PU2181'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 4 INCHES
 PU2181'BENEATH THE SURFACE OF GROUND, WITH THE ORIGINAL STONE TOP.
 PU2181'
 PU2181'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 PU2181'AND BEARS TO THE NE, 14.162 METERS DISTANT FROM THE STATION
 PU2181'N 44 DEG 16 MIN E.  REFERENCE MARK NO. 2 IS
 PU2181'A STANDARD BRONZE DISK SET IN CONCRETE, ON TOP OF LOW KNOLL
 PU2181'(SERVED AS AN ECCENTRIC STATION), AND BEAR TO THE NW, 153.283
 PU2181'METERS DISTANT (INCLINED) FROM THE STATION N 59 DEG 08 MIN W.
 PU2181
 PU2181                          STATION RECOVERY (1935)
 PU2181
 PU2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2181'MARKS WERE FOUND TO BE IN GOOD CONDITION AND TO BE AS
 PU2181'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0424 ***********************************************************************
 QS0424  DESIGNATION -  T20N R23E SECS 7 18
 QS0424  PID         -  QS0424
 QS0424  STATE/COUNTY-  SD/CORSON
 QS0424  COUNTRY     -  US
 QS0424  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0424
 QS0424                         *CURRENT SURVEY CONTROL
 QS0424  ______________________________________________________________________
 QS0424* NAD 83(1986) POSITION- 45 42 15.     (N) 101 20 13.     (W)   SCALED
 QS0424* NAVD 88 ORTHO HEIGHT -   627.912 (meters)     2060.07  (feet) ADJUSTED
 QS0424  ______________________________________________________________________
 QS0424  GEOID HEIGHT    -        -20.542 (meters)                     GEOID18
 QS0424  DYNAMIC HEIGHT  -        627.845 (meters)     2059.85  (feet) COMP
 QS0424  MODELED GRAVITY -    980,488.2   (mgal)                       NAVD 88
 QS0424
 QS0424  VERT ORDER      -  SECOND    CLASS 0
 QS0424
 QS0424.The horizontal coordinates were scaled from a map and have
 QS0424.an estimated accuracy of +/- 6 seconds.
 QS0424
 QS0424.The orthometric height was determined by differential leveling and
 QS0424.adjusted by the NATIONAL GEODETIC SURVEY
 QS0424.in June 1991.
 QS0424
 QS0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0424.GEOID18 height accuracy estimate available here.
 QS0424
 QS0424.Click photographs - Photos may exist for this station.
 QS0424
 QS0424.The dynamic height is computed by dividing the NAVD 88
 QS0424.geopotential number by the normal gravity value computed on the
 QS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0424.degrees latitude (g = 980.6199 gals.).
 QS0424
 QS0424.The modeled gravity was interpolated from observed gravity values.
 QS0424
 QS0424;                    North         East    Units  Estimated Accuracy
 QS0424;SPC SD N     -   208,760.      495,890.      MT  (+/- 180 meters Scaled)
 QS0424
 QS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR180638(NAD 83)
 QS0424
 QS0424                          SUPERSEDED SURVEY CONTROL
 QS0424
 QS0424  NGVD 29 (??/??/92)  627.46   (m)         2058.6    (f) COMPUTED    2 0
 QS0424
 QS0424.Superseded values are not recommended for survey control.
 QS0424
 QS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0424.See file dsdata.pdf to determine how the superseded data were derived.
 QS0424
 QS0424_MARKER: P = PIPE CAP
 QS0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0424_STAMPING: S-7 T-20 R-23 S-18
 QS0424_MARK LOGO: USGLO
 QS0424_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0424
 QS0424  HISTORY     - Date     Condition        Report By
 QS0424  HISTORY     - UNK      MONUMENTED       USGLO
 QS0424  HISTORY     - 1938     GOOD             CGS
 QS0424  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0424
 QS0424                          STATION DESCRIPTION
 QS0424
 QS0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0424'16.8 MI S FROM MC INTOSH.
 QS0424'16.8 MILES SOUTH ALONG STATE HIGHWAY 65 FROM MC INTOSH, CORSON
 QS0424'COUNTY, 0.2 MILE NORTH OF A DRY CREEK, AT THE SOUTH EDGE OF A
 QS0424'LEVEL AREA, AND 38 FEET WEST OF THE CENTER OF THE HIGHWAY.  AN
 QS0424'INDIAN ALLOTMENT DISK, STAMPED S-7 T-20 R-23 81-S AND SET IN THE
 QS0424'TOP OF A TWO-INCH PIPE.
 QS0424
 QS0424                          STATION RECOVERY (1985)
 QS0424
 QS0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0424'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0812 ***********************************************************************
 QS0812  DESIGNATION -  T23N R28E SECS 21 22 CC
 QS0812  PID         -  QS0812
 QS0812  STATE/COUNTY-  SD/CORSON
 QS0812  COUNTRY     -  US
 QS0812  USGS QUAD   -  MAHTO NW (2017)
 QS0812
 QS0812                         *CURRENT SURVEY CONTROL
 QS0812  ______________________________________________________________________
 QS0812* NAD 83(1996) POSITION- 45 56 37.39563(N) 100 38 41.91082(W)   ADJUSTED
 QS0812* NAVD 88 ORTHO HEIGHT -   596.    (meters)     1955.    (feet) SCALED
 QS0812  ______________________________________________________________________
 QS0812  GEOID HEIGHT    -        -21.361 (meters)                     GEOID18
 QS0812  LAPLACE CORR    -         -5.39  (seconds)                    DEFLEC18
 QS0812  HORZ ORDER      -  SECOND
 QS0812
 QS0812.The horizontal coordinates were established by classical geodetic methods
 QS0812.and adjusted by the National Geodetic Survey in January 1998.
 QS0812
 QS0812.The orthometric height was scaled from a topographic map.
 QS0812
 QS0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0812.GEOID18 height accuracy estimate available here.
 QS0812
 QS0812.Click photographs - Photos may exist for this station.
 QS0812
 QS0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0812
 QS0812. The following values were computed from the NAD 83(1996) position.
 QS0812
 QS0812;                    North         East     Units Scale Factor Converg.
 QS0812;SPC SD N     -   234,725.611   549,984.955   MT  1.00006069   -0 27 23.3
 QS0812;SPC SD N     -   770,095.61  1,804,408.97   sFT  1.00006069   -0 27 23.3
 QS0812;UTM  14      - 5,089,110.090   372,497.236   MT  0.99979986   -1 10 56.4
 QS0812
 QS0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0812!SPC SD N     -   0.99990986  x   1.00006069  =   0.99997054
 QS0812!UTM  14      -   0.99990986  x   0.99979986  =   0.99970974
 QS0812
 QS0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7249789110(NAD 83)
 QS0812
 QS0812                          SUPERSEDED SURVEY CONTROL
 QS0812
 QS0812  NAD 83(1986)-  45 56 37.38654(N)    100 38 41.90554(W) AD(       ) 2
 QS0812  NAD 27      -  45 56 37.38900(N)    100 38 40.44600(W) AD(       ) 2
 QS0812
 QS0812.Superseded values are not recommended for survey control.
 QS0812
 QS0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0812.See file dsdata.pdf to determine how the superseded data were derived.
 QS0812
 QS0812_MARKER: P = PIPE CAP
 QS0812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QS0812_MARK LOGO: USGLO
 QS0812_MAGNETIC: P = MARKER IS A STEEL PIPE
 QS0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0812
 QS0812  HISTORY     - Date     Condition        Report By
 QS0812  HISTORY     - 1934     MONUMENTED       USGLO
 QS0812  HISTORY     - 1945     GOOD             CGS
 QS0812
 QS0812                          STATION DESCRIPTION
 QS0812
 QS0812'DESCRIBED BY US GENERAL LAND OFFICE 1934 (WRP)
 QS0812'THIS MARKER IS 18 FEET N OF THE STATE LINE ROAD, 2 FEET S
 QS0812'OF AN E AND W FENCE LINE, WHICH IS ON THE N SIDE OF THE ROAD,
 QS0812'AND 46 FEET NNW OF A SECTION-LINE FENCE CORNER, WHICH IS ON
 QS0812'THE S SIDE OF THE ROAD.  THE MARK CONSISTS OF AN IRON PIPE
 QS0812'WITH A LEAD CAP HAVING SECTION LOCATION STAMPED UPON IT.
 QS0812'THE MARK PROJECTS 1-1/2 FEET ABOVE THE GROUND.  IT IS 235.70
 QS0812'METERS NE OF STATION BOUNDARY MONUMENT 197 ECCENTRIC.
 QS0812'
 QS0812'THE STATION MAY BE REACHED FROM THE STANDARD OIL FILLING STATION
 QS0812'IN FORT YATES, NORTH DAKOTA, BY GOING S ON THE MAIN GRADED
 QS0812'ROAD 11.0 MILES TO THE STATE LINE.  TURN W ON THE STATE LINE
 QS0812'ROAD AND GO 0.8 MILE.
 QS0812
 QS0812                          STATION RECOVERY (1945)
 QS0812
 QS0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WRJ)
 QS0812'RECOVERED AS DESCRIBED EXCEPT THAT THERE IS NO FENCE CORNER
 QS0812'ON SOUTH SIDE OF ROAD.  THE MAIN ROAD HAS BEEN CHANGED.  REVISE
 QS0812'DIRECTIONS TO READ--
 QS0812'
 QS0812'THE STATION MAY BE REACHED FROM THE STANDARD OIL FILLING
 QS0812'STATION IN FORT YATES BY GOING S ON MAIN GRADED ROAD 4.7 MILES
 QS0812'(MAIN ROAD TURNS EAST AT THIS POINT).  CONTINUE S ON SECTION
 QS0812'LINE ROAD 6.0 MILES TO STATE LINE.  TURN W ON STATE LINE ROAD
 QS0812'AND GO 0.8 MILES TO STATION.  IT IS MARKED WITH A LEAD CAP
 QS0812'ON IRON PIPE PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND AND
 QS0812'STAMPED T23 R28 21 S22.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2176 ***********************************************************************
 PU2176  DESIGNATION -  T2N R17 18E SECS 1 6 7 12
 PU2176  PID         -  PU2176
 PU2176  STATE/COUNTY-  SD/PENNINGTON
 PU2176  COUNTRY     -  US
 PU2176  USGS QUAD   -  HORSE TOOTH (2017)
 PU2176
 PU2176                         *CURRENT SURVEY CONTROL
 PU2176  ______________________________________________________________________
 PU2176* NAD 83(1996) POSITION- 44 09 13.54031(N) 102 00 27.01954(W)   ADJUSTED
 PU2176* NAVD 88 ORTHO HEIGHT -   781.4   (meters)     2564.    (feet) VERTCON3
 PU2176  ______________________________________________________________________
 PU2176  GEOID HEIGHT    -        -19.849 (meters)                     GEOID18
 PU2176  LAPLACE CORR    -         -9.33  (seconds)                    DEFLEC18
 PU2176  HORZ ORDER      -  SECOND
 PU2176
 PU2176.The horizontal coordinates were established by classical geodetic methods
 PU2176.and adjusted by the National Geodetic Survey in January 1998.
 PU2176
 PU2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2176
 PU2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2176.GEOID18 height accuracy estimate available here.
 PU2176
 PU2176.Click photographs - Photos may exist for this station.
 PU2176
 PU2176.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2176
 PU2176. The following values were computed from the NAD 83(1996) position.
 PU2176
 PU2176;                    North         East     Units Scale Factor Converg.
 PU2176;SPC SD S     -   203,588.599   466,083.997   MT  0.99995050   -1 09 17.8
 PU2176;SPC SD S     -   667,940.26  1,529,143.91   sFT  0.99995050   -1 09 17.8
 PU2176;UTM  13      - 4,893,306.171   739,303.478   MT  1.00030436   +2 05 07.9
 PU2176;UTM  14      - 4,893,349.995   259,496.102   MT  1.00031144   -2 05 45.6
 PU2176
 PU2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2176!SPC SD S     -   0.99988059  x   0.99995050  =   0.99983110
 PU2176!UTM  13      -   0.99988059  x   1.00030436  =   1.00018492
 PU2176!UTM  14      -   0.99988059  x   1.00031144  =   1.00019200
 PU2176
 PU2176:                Primary Azimuth Mark                     Grid Az
 PU2176:SPC SD S     -  KNODEL                                   317 25 11.0
 PU2176:UTM  13      -  KNODEL                                   314 10 45.3
 PU2176:UTM  14      -  KNODEL                                   318 21 38.8
 PU2176
 PU2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3930393306(NAD 83)
 PU2176
 PU2176|---------------------------------------------------------------------|
 PU2176| PID    Reference Object                     Distance      Geod. Az  |
 PU2176|                                                           dddmmss.s |
 PU2176| PU2175 14 RM                                13.620 METERS 31109     |
 PU2176| PU2174 KNODEL                              APPROX. 6.2 KM 3161553.2 |
 PU2176|---------------------------------------------------------------------|
 PU2176
 PU2176                          SUPERSEDED SURVEY CONTROL
 PU2176
 PU2176  NAD 83(1986)-  44 09 13.53262(N)    102 00 27.02136(W) AD(       ) 2
 PU2176  NAD 27      -  44 09 13.58000(N)    102 00 25.47600(W) AD(       ) 2
 PU2176  NGVD 29 (07/19/86)  781.0    (m)         2562.     (f) VERT ANG       
 PU2176
 PU2176.Superseded values are not recommended for survey control.
 PU2176
 PU2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2176.See file dsdata.pdf to determine how the superseded data were derived.
 PU2176
 PU2176_MARKER: DD = SURVEY DISK
 PU2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2176_MARK LOGO: USGLO
 PU2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2176+STABILITY: SURFACE MOTION
 PU2176
 PU2176  HISTORY     - Date     Condition        Report By
 PU2176  HISTORY     - 1924     MONUMENTED       USGLO
 PU2176  HISTORY     - 1935     GOOD             CGS
 PU2176  HISTORY     - 1950     GOOD             CGS
 PU2176
 PU2176                          STATION DESCRIPTION
 PU2176
 PU2176'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 PU2176'THE CORNER OF SECS. 1, 6, 7, 12, T 2 N, RS 17 AND 18 E,
 PU2176'BLACK HILLS MERIDIAN.
 PU2176'
 PU2176'THE ORIGINAL MONUMENT IS A SMALL STONE MARKED WITH A CROSS
 PU2176'DEPOSITED IN A MOUND OF EARTH, WITNESSED BY FOUR PITS.  THE
 PU2176'NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, 4 INCHES BENEATH
 PU2176'SURFACE OF GROUND WITH THE ORIGINAL STONE ON TOP.
 PU2176'
 PU2176'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND
 PU2176'BEARS TO THE SE.
 PU2176
 PU2176                          STATION RECOVERY (1935)
 PU2176
 PU2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2176'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 PU2176'DESCRIPTION OF THE MARKS IS CORRECT EXCEPT THAT AZIMUTH
 PU2176'FROM STATION TO REFERENCE MARK IS WRONG.  THE REFERENCE MARK
 PU2176'IS NEARLY SE FROM STATION MARK.  DISTANCE FROM STATION TO
 PU2176'REFERENCE MARK IS CORRECT.
 PU2176
 PU2176                          STATION RECOVERY (1950)
 PU2176
 PU2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2176'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 PU2176'BE IN GOOD CONDITION.  THE DISTANCE FROM THE STATION TO THE
 PU2176'REFERENCE MARK AS WELL AS THE OBSERVED DIRECTION WAS NOT
 PU2176'OBTAINED IN 1950.  SINCE THE 1942 DESCRIPTION TO REACH THE
 PU2176'STATION WAS NOT AVAILABLE A NEW DESCRIPTION FOLLOWS.
 PU2176'
 PU2176'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF WALL AND
 PU2176'19 MILES NORTHWEST OF PHILP OF THE HAAKON - PENNINGTON COUNTY
 PU2176'LINE.  THE MARK IS FLUSH WITH THE GROUND, AND DISK IS STAMPED
 PU2176'T 2 N, S 1, S 6, S 12, S 7, R 17 E, AND R 18 E.
 PU2176'
 PU2176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PU2176'AND STATE HIGHWAY 73 IN PHILIP, GO WEST ON MAIN GRADED DIRT
 PU2176'ROAD FOR 6.1 MILES TO WHERE THE MAIN ROAD TURNS RIGHT.  TURN
 PU2176'RIGHT AND GO NORTH AND WEST FOR 5.75 MILES TO SIDE ROAD RIGHT.
 PU2176'TURN RIGHT, NORTH, AND GO 2.0 MILES.  THENCE LEFT, WEST, ON
 PU2176'MAIN TRAVELED ROAD FOR 4 MILES TO A T ROAD INTERSECTION.
 PU2176'TURN RIGHT, NORTH, ON MAIN TRAVELED GRADED DIRT ROAD FOR
 PU2176'2 MILES.  THENCE LEFT, WEST, ON MAIN TRAVELED ROAD FOR 3 MILES
 PU2176'TO CROSSROADS AND SMALL SETTLEMENT OF GRINDSTONE.  HERE GO
 PU2176'WEST ON SECTION LINE TRCK ROAD FOR 2 MILES.  THENCE RIGHT ON
 PU2176'DIM TRACK ROAD FOR 0.5 MILE TO WIRE GATE.  PASS THROUGH
 PU2176'GATE AND GO NORTH ACROSS PASTURE LAND FOR 0.5 TO FENCE
 PU2176'CORNER AND STATION IN FENCE LINE.
 PU2176'
 PU2176'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  IT IS A
 PU2176'U.S. GENERAL LAND OFFICE SURVEY BRASS DISK THAT IS SET IN THE
 PU2176'TOP OF A 12-INCH SQUARE CONCRETE BLOCK THAT PROJECTS 7 INCHES,
 PU2176'AND IS STAMPED REFERENCE 1924.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0740 ***********************************************************************
 OS0740  DESIGNATION -  T2S R23E SECS 2 3 1/4 COR
 OS0740  PID         -  OS0740
 OS0740  STATE/COUNTY-  SD/JACKSON
 OS0740  COUNTRY     -  US
 OS0740  USGS QUAD   -  BELVIDERE NE (2017)
 OS0740
 OS0740                         *CURRENT SURVEY CONTROL
 OS0740  ______________________________________________________________________
 OS0740* NAD 83(1996) POSITION- 43 54 03.03360(N) 101 20 35.07273(W)   ADJUSTED
 OS0740* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 OS0740  ______________________________________________________________________
 OS0740  GEOID HEIGHT    -        -22.279 (meters)                     GEOID18
 OS0740  LAPLACE CORR    -         -9.29  (seconds)                    DEFLEC18
 OS0740  HORZ ORDER      -  SECOND
 OS0740
 OS0740.The horizontal coordinates were established by classical geodetic methods
 OS0740.and adjusted by the National Geodetic Survey in January 1998.
 OS0740
 OS0740.The orthometric height was scaled from a topographic map.
 OS0740
 OS0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0740.GEOID18 height accuracy estimate available here.
 OS0740
 OS0740.Click photographs - Photos may exist for this station.
 OS0740
 OS0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0740
 OS0740. The following values were computed from the NAD 83(1996) position.
 OS0740
 OS0740;                    North         East     Units Scale Factor Converg.
 OS0740;SPC SD S     -   174,631.333   518,886.216   MT  0.99991900   -0 41 47.7
 OS0740;SPC SD S     -   572,936.30  1,702,379.19   sFT  0.99991900   -0 41 47.7
 OS0740;UTM  14      - 4,863,528.432   311,831.316   MT  1.00003551   -1 37 30.7
 OS0740
 OS0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0740!SPC SD S     -   0.99988755  x   0.99991900  =   0.99980656
 OS0740!UTM  14      -   0.99988755  x   1.00003551  =   0.99992306
 OS0740
 OS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1183163528(NAD 83)
 OS0740
 OS0740                          SUPERSEDED SURVEY CONTROL
 OS0740
 OS0740  NAD 83(1986)-  43 54 03.02726(N)    101 20 35.07668(W) AD(       ) 2
 OS0740  NAD 27      -  43 54 03.06000(N)    101 20 33.57000(W) AD(       ) 2
 OS0740
 OS0740.Superseded values are not recommended for survey control.
 OS0740
 OS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0740.See file dsdata.pdf to determine how the superseded data were derived.
 OS0740
 OS0740_MARKER: DD = SURVEY DISK
 OS0740_SETTING: 0 = UNSPECIFIED SETTING
 OS0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0740
 OS0740  HISTORY     - Date     Condition        Report By
 OS0740  HISTORY     - 1924     MONUMENTED       USGLO
 OS0740  HISTORY     - 1935     GOOD             CGS
 OS0740
 OS0740                          STATION DESCRIPTION
 OS0740
 OS0740'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0740'THE QUARTER-SECTION CORNER OF SECS. 2 AND 3, T 2 S, R 23 E,
 OS0740'BLACK HILLS MERIDIAN.
 OS0740'
 OS0740'THE ORIGINAL MONUMENT IS A WOOD STAKE WITNESSED BY TWO PITS.
 OS0740'
 OS0740'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, FLUSH WITH THE
 OS0740'SURFACE OF GROUND.
 OS0740'
 OS0740'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE AND BEARS TO
 OS0740'THE NE, 26.561 METERS (87.149 FEET) DISTANT FROM THE STATION
 OS0740'N 76 DEG 35 MIN.  THIS REFERENCE MARK WAS USED
 OS0740'AS AN ECCENTRIC STATION.
 OS0740'
 OS0740'REFERENCE MARK NO. 2--U.S.C. AND G.S. TRIANGULATION STATION PETERS
 OS0740'ALSO SERVES AS A REFERENCE MARK.
 OS0740
 OS0740                          STATION RECOVERY (1935)
 OS0740
 OS0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0740'STATION MARK IS ABOUT 6 INCHES BELOW SURFACE OF ROAD.  REFERENCE
 OS0740'MARK (IDENTICAL WITH G.L.O. STATION NO. 11 ECCENTRIC), IS IN
 OS0740'SW CORNER OF FRONT YARD OF THOMAS ROSSOS FRONT YARD, AND 87.14
 OS0740'FEET E OF STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0685 ***********************************************************************
 OS0685  DESIGNATION -  T2S R31E SECS 11 14 CC
 OS0685  PID         -  OS0685
 OS0685  STATE/COUNTY-  SD/LYMAN
 OS0685  COUNTRY     -  US
 OS0685  USGS QUAD   -  VIVIAN (2017)
 OS0685
 OS0685                         *CURRENT SURVEY CONTROL
 OS0685  ______________________________________________________________________
 OS0685* NAD 83(1996) POSITION- 43 52 44.91402(N) 100 21 58.43793(W)   ADJUSTED
 OS0685* NAVD 88 ORTHO HEIGHT -   642.4   (meters)     2108.    (feet) VERTCON3
 OS0685  ______________________________________________________________________
 OS0685  GEOID HEIGHT    -        -24.685 (meters)                     GEOID18
 OS0685  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 OS0685  HORZ ORDER      -  SECOND
 OS0685
 OS0685.The horizontal coordinates were established by classical geodetic methods
 OS0685.and adjusted by the National Geodetic Survey in January 1998.
 OS0685
 OS0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0685
 OS0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0685.GEOID18 height accuracy estimate available here.
 OS0685
 OS0685.Click photographs - Photos may exist for this station.
 OS0685
 OS0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0685
 OS0685. The following values were computed from the NAD 83(1996) position.
 OS0685
 OS0685;                    North         East     Units Scale Factor Converg.
 OS0685;SPC SD S     -   171,727.902   597,356.131   MT  0.99991720   -0 01 21.7
 OS0685;SPC SD S     -   563,410.63  1,959,825.91   sFT  0.99991720   -0 01 21.7
 OS0685;UTM  14      - 4,859,356.780   390,240.976   MT  0.99974817   -0 56 49.5
 OS0685
 OS0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0685!SPC SD S     -   0.99990314  x   0.99991720  =   0.99982035
 OS0685!UTM  14      -   0.99990314  x   0.99974817  =   0.99965134
 OS0685
 OS0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9024059356(NAD 83)
 OS0685
 OS0685                          SUPERSEDED SURVEY CONTROL
 OS0685
 OS0685  NAD 83(1986)-  43 52 44.90988(N)    100 21 58.43992(W) AD(       ) 2
 OS0685  NAD 27      -  43 52 44.95000(N)    100 21 56.96000(W) AD(       ) 2
 OS0685  NGVD 29 (07/19/86)  642.0    (m)         2106.     (f) VERT ANG       
 OS0685
 OS0685.Superseded values are not recommended for survey control.
 OS0685
 OS0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0685.See file dsdata.pdf to determine how the superseded data were derived.
 OS0685
 OS0685_MARKER: DD = SURVEY DISK
 OS0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0685
 OS0685  HISTORY     - Date     Condition        Report By
 OS0685  HISTORY     - 1924     MONUMENTED       USGLO
 OS0685  HISTORY     - 1935     GOOD             CGS
 OS0685  HISTORY     - 1975     GOOD             NGS
 OS0685
 OS0685                          STATION DESCRIPTION
 OS0685
 OS0685'DESCRIBED BY US GENERAL LAND OFFICE 1924 (HO)
 OS0685'THE CLOSING CORNER OF SECS. 11 AND 14, T 2 S, R 31 E, BLACK
 OS0685'HILLS MERIDIAN.
 OS0685'
 OS0685'THE ORIGINAL MONUMENT IS A CHARRED STAKE IN A MOUND OF EARTH,
 OS0685'WITNESSED BY THREE PITS.
 OS0685'
 OS0685'THE NEW MONUMENT IS A BRASS DISK SET IN CONCRETE, FLUSH WITH
 OS0685'SURFACE OF GROUND.
 OS0685'
 OS0685'REFERENCE MARK NO. 1--A BRASS DISK SET IN CONCRETE, AND BEARS
 OS0685'TO THE SW, 55.550 METERS DISTANT FROM THE STATION
 OS0685'S 49 DEG 25 MIN W, (THIS VALUE QUESTIONABLE.  EMPLOY WITH
 OS0685'CAUTION).
 OS0685'
 OS0685'NOTE--THIS REFERENCE MARK SERVED AS ECCENTRIC STATION TO CORNER
 OS0685'NO. 6B, AND A DIRECT CONNECTION WAS FROM THIS REFERENCE MARK
 OS0685'TO CORNER NO. 6A.
 OS0685
 OS0685                          STATION RECOVERY (1935)
 OS0685
 OS0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OS0685'BOTH STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD
 OS0685'CONDITION.  THE DESCRIPTION WAS FOUND TO BE CORRECT.
 OS0685
 OS0685                          STATION RECOVERY (1975)
 OS0685
 OS0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OS0685'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD
 OS0685'CONDITION.  REFERENCE MARK G.L.O. 6A WAS NOT SEARCHED FOR AT THIS
 OS0685'TIME, A PREVIOUS RECOVERY NOTE SHOWS IT TO BE 1.2 FEET BELOW
 OS0685'ROAD SURFACE.
 OS0685'
 OS0685'ADDITIONAL NOTES--
 OS0685'
 OS0685'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF VIVIAN IN PASTURE
 OS0685'LAND OWNED BY MR. CHARLES OLLER.
 OS0685'
 OS0685'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 OS0685'90 AND STATE HIGHWAY 53 AT VIVIAN, GO SOUTH ON HIGHWAY 53 FOR
 OS0685'3.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON THE
 OS0685'GRADED ROAD 3.1 MILES TO A T ROAD INTERSECTION, TURN RIGHT AND GO
 OS0685'NORTH 1.0 MILE TO A CROSSROAD, CONTINUE NORTH 0.2 MILE TO A
 OS0685'ROAD JUNCTION WHERE THE MAIN ROAD TURNS LEFT AND A SECTION LINE
 OS0685'ROAD LEADS NORTH.  THE STATION IS IN THE PASTURE ON THE RIGHT.
 OS0685'
 OS0685'THE STATION MARK IS A BRASS DISK SET IN THE TOP OF A 14-INCH
 OS0685'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS 189 FEET
 OS0685'EAST OF THE CENTER OF THE ROAD JUNCTION, AND 160 FET EAST OF THE
 OS0685'SOUTH GATE POST AND FENCE.  THE MARK IS STAMPED AS FOLLOWS--
 OS0685'T2S R31 S11 S14 CC.
 OS0685'
 OS0685'REFERENCE MARK G.L.O. 6B ECC REFERENCE MARK NO. 1 1924 IS A BRASS
 OS0685'REFERENCE MARK DISK WITH NO STAMPING ON IT.  IT IS SET IN THE TOP
 OS0685'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS
 OS0685'130 FEET SOUTHEAST OF THE ROAD JUNCTION, 50 FEET EAST OF THE
 OS0685'CENTER OF THE ROAD, AND 20 FEET EAST OF THE EAST RIGHT-OF-WAY
 OS0685'FENCE.
 OS0685'
 OS0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 OS0685'SW OF VIVIAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5558 ***********************************************************************
 AC5558  DESIGNATION -  T2S R6E SEC 8 LS=16A 056.93
 AC5558  PID         -  AC5558
 AC5558  STATE/COUNTY-  SD/PENNINGTON
 AC5558  COUNTRY     -  US
 AC5558  USGS QUAD   -  MOUNT RUSHMORE (2017)
 AC5558
 AC5558                         *CURRENT SURVEY CONTROL
 AC5558  ______________________________________________________________________
 AC5558* NAD 83(1986) POSITION- 43 53 37.1    (N) 103 25 32.0    (W)   HD_HELD2
 AC5558* NAVD 88 ORTHO HEIGHT -  1327.866 (meters)     4356.51  (feet) ADJUSTED
 AC5558  ______________________________________________________________________
 AC5558  GEOID HEIGHT    -        -14.572 (meters)                     GEOID18
 AC5558  DYNAMIC HEIGHT  -       1327.278 (meters)     4354.58  (feet) COMP
 AC5558  MODELED GRAVITY -    980,128.9   (mgal)                       NAVD 88
 AC5558
 AC5558  VERT ORDER      -  FIRST     CLASS II
 AC5558
 AC5558.The horizontal coordinates were established by autonomous hand held GPS
 AC5558.observations and have an estimated accuracy of +/- 10 meters.
 AC5558
 AC5558.The orthometric height was determined by differential leveling and
 AC5558.adjusted by the NATIONAL GEODETIC SURVEY
 AC5558.in October 1997.
 AC5558
 AC5558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5558.GEOID18 height accuracy estimate available here.
 AC5558
 AC5558.Click photographs - Photos may exist for this station.
 AC5558
 AC5558.The dynamic height is computed by dividing the NAVD 88
 AC5558.geopotential number by the normal gravity value computed on the
 AC5558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5558.degrees latitude (g = 980.6199 gals.).
 AC5558
 AC5558.The modeled gravity was interpolated from observed gravity values.
 AC5558
 AC5558;                    North         East    Units  Estimated Accuracy
 AC5558;SPC SD S     -   177,962.      351,620.      MT  (+/- 10 meters HH2 GPS)
 AC5558
 AC5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2645561264(NAD 83)
 AC5558
 AC5558                          SUPERSEDED SURVEY CONTROL
 AC5558
 AC5558.No superseded survey control is available for this station.
 AC5558
 AC5558_MARKER: DD = SURVEY DISK
 AC5558_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5558_SP_SET: SIDEWALK
 AC5558_STAMPING: LS T2S R6E S8 LS 1771 MS 1785 WG 4 1987 2
 AC5558_MARK LOGO: USFS
 AC5558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5558+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2016
 AC5558
 AC5558  HISTORY     - Date     Condition        Report By
 AC5558  HISTORY     - 1987     MONUMENTED       USFS
 AC5558  HISTORY     - 19950501 GOOD             NGS
 AC5558  HISTORY     - 20140609 GOOD             GEOCAC
 AC5558  HISTORY     - 20160916 GOOD             USPSQD
 AC5558
 AC5558                          STATION DESCRIPTION
 AC5558
 AC5558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5558'IN KEYSTONE, AT THE INTERSECTION OF U.S. HIGHWAY 16 ALTERNATE (WINTER
 AC5558'STREET) AND COUNTY ROAD C323 (OLD HILL CITY ROAD), IN A CONCRETE
 AC5558'SIDEWALK ALONG THE SOUTH SIDE OF A PARKING AREA, 1021.0 M (3349.7 FT)
 AC5558'SOUTH OF MILEPOST 57.43, 16.3 M (53.5 FT) WEST OF THE HIGHWAY
 AC5558'CENTERLINE, 7.7 M (25.3 FT) NORTH OF THE ROAD CENTERLINE, 2.1 M (6.9
 AC5558'FT) NORTHWEST OF A SIGNAL LIGHT POLE, 0.6 M (2.0 FT) NORTH OF THE
 AC5558'CENTER OF A MANHOLE COVER, 0.5 M (1.6 FT) SOUTH OF A CURB, AND 0.3 M
 AC5558'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC5558
 AC5558                          STATION RECOVERY (2014)
 AC5558
 AC5558'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AC5558'RECOVERED IN GOOD CONDITION.
 AC5558
 AC5558                          STATION RECOVERY (2016)
 AC5558
 AC5558'RECOVERY NOTE BY US POWER SQUADRON 2016 (JTH)
 AC5558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0718 ***********************************************************************
 OS0718  DESIGNATION -  T41N R28W SECS 14 23 1/4 COR
 OS0718  PID         -  OS0718
 OS0718  STATE/COUNTY-  SD/MELLETTE
 OS0718  COUNTRY     -  US
 OS0718  USGS QUAD   -  WHITE RIVER SE (2017)
 OS0718
 OS0718                         *CURRENT SURVEY CONTROL
 OS0718  ______________________________________________________________________
 OS0718* NAD 83(1996) POSITION- 43 31 19.73498(N) 100 37 11.99308(W)   ADJUSTED
 OS0718* NAVD 88 ORTHO HEIGHT -   803.    (meters)     2635.    (feet) SCALED
 OS0718  ______________________________________________________________________
 OS0718  GEOID HEIGHT    -        -24.112 (meters)                     GEOID18
 OS0718  LAPLACE CORR    -         -5.45  (seconds)                    DEFLEC18
 OS0718  HORZ ORDER      -  SECOND
 OS0718
 OS0718.The horizontal coordinates were established by classical geodetic methods
 OS0718.and adjusted by the National Geodetic Survey in January 1998.
 OS0718
 OS0718.The orthometric height was scaled from a topographic map.
 OS0718
 OS0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0718.GEOID18 height accuracy estimate available here.
 OS0718
 OS0718.Click photographs - Photos may exist for this station.
 OS0718
 OS0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0718
 OS0718. The following values were computed from the NAD 83(1996) position.
 OS0718
 OS0718;                    North         East     Units Scale Factor Converg.
 OS0718;SPC SD S     -   132,106.622   576,826.156   MT  0.99990828   -0 11 51.9
 OS0718;SPC SD S     -   433,419.81  1,892,470.48   sFT  0.99990828   -0 11 51.9
 OS0718;UTM  14      - 4,820,075.899   369,079.299   MT  0.99981083   -1 06 56.7
 OS0718
 OS0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0718!SPC SD S     -   0.99987780  x   0.99990828  =   0.99978610
 OS0718!UTM  14      -   0.99987780  x   0.99981083  =   0.99968866
 OS0718
 OS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6907920075(NAD 83)
 OS0718
 OS0718                          SUPERSEDED SURVEY CONTROL
 OS0718
 OS0718  NAD 83(1995)-  43 31 19.73135(N)    100 37 11.99741(W) AD(       ) 2
 OS0718  NAD 83(1986)-  43 31 19.73069(N)    100 37 12.00329(W) AD(       ) 2
 OS0718  NAD 27      -  43 31 19.73700(N)    100 37 10.50600(W) AD(       ) 2
 OS0718
 OS0718.Superseded values are not recommended for survey control.
 OS0718
 OS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0718.See file dsdata.pdf to determine how the superseded data were derived.
 OS0718
 OS0718_MARKER: Z = SEE DESCRIPTION
 OS0718_SETTING: 0 = UNSPECIFIED SETTING
 OS0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0718
 OS0718  HISTORY     - Date     Condition        Report By
 OS0718  HISTORY     - 1933     MONUMENTED       CGS
 OS0718
 OS0718                          STATION DESCRIPTION
 OS0718
 OS0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0718'ABOUT 7 MILES SOUTHEAST OF WHITE RIVER AND 1 MILE NORTH OF
 OS0718'STATE HIGHWAY 40 ON LAND OWNED BY STATE OF SOUTH DAKOTA.
 OS0718'STATION IS SOUTH BY EAST OF QUARTER SEC. CORNER 14 AND 23,
 OS0718'T. 41 N., R. 28 W., ON SUMMIT OF HIGHEST RIDGE IN VICINITY.
 OS0718'
 OS0718'REACHED FROM WHITE RIVER BY FOLLOWING STATE HIGHWAY 59 SOUTHEAST
 OS0718'2.5 MILES TO JUNCTION WITH STATE HIGHWAY 40.  FOLLOW STATE
 OS0718'HIGHWAY 40 IN A SOUTHEASTERLY DIRECTION 6.7 MILES TO A POINT
 OS0718'JUST EAST TO CORNER WHERE GRADED ROAD LEADS SOUTH.  FROM HERE FOLLOW
 OS0718'TRAIL CROSS FIELD TO HIGHEST POINT OF RIDGE AND STATION MELLETTE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2327 ***********************************************************************
 PU2327  DESIGNATION -  T4N R3E SECS 1 2 CC=GLO 22
 PU2327  PID         -  PU2327
 PU2327  STATE/COUNTY-  SD/LAWRENCE
 PU2327  COUNTRY     -  US
 PU2327  USGS QUAD   -  DEADWOOD SOUTH (2017)
 PU2327
 PU2327                         *CURRENT SURVEY CONTROL
 PU2327  ______________________________________________________________________
 PU2327* NAD 83(1996) POSITION- 44 20 39.91369(N) 103 42 51.75834(W)   ADJUSTED
 PU2327* NAVD 88 ORTHO HEIGHT -  1726.6   (meters)     5665.    (feet) VERTCON3
 PU2327  ______________________________________________________________________
 PU2327  GEOID HEIGHT    -        -13.846 (meters)                     GEOID18
 PU2327  LAPLACE CORR    -         -5.97  (seconds)                    DEFLEC18
 PU2327  HORZ ORDER      -  SECOND
 PU2327
 PU2327.The horizontal coordinates were established by classical geodetic methods
 PU2327.and adjusted by the National Geodetic Survey in January 1998.
 PU2327
 PU2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2327
 PU2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2327.GEOID18 height accuracy estimate available here.
 PU2327
 PU2327.Click photographs - Photos may exist for this station.
 PU2327
 PU2327.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2327
 PU2327. The following values were computed from the NAD 83(1996) position.
 PU2327
 PU2327;                    North         East     Units Scale Factor Converg.
 PU2327;SPC SD N     -    63,587.230   303,912.316   MT  1.00001462   -2 37 43.7
 PU2327;SPC SD N     -   208,619.10    997,085.66   sFT  1.00001462   -2 37 43.7
 PU2327;UTM  13      - 4,910,931.691   602,475.731   MT  0.99972915   +0 53 55.3
 PU2327
 PU2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2327!SPC SD N     -   0.99973151  x   1.00001462  =   0.99974613
 PU2327!UTM  13      -   0.99973151  x   0.99972915  =   0.99946073
 PU2327
 PU2327:                Primary Azimuth Mark                     Grid Az
 PU2327:SPC SD N     -  CUSTER                                   191 03 32.5
 PU2327:UTM  13      -  CUSTER                                   187 31 53.5
 PU2327
 PU2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0247510931(NAD 83)
 PU2327
 PU2327|---------------------------------------------------------------------|
 PU2327| PID    Reference Object                     Distance      Geod. Az  |
 PU2327|                                                           dddmmss.s |
 PU2327| PU2324 GLO 22 RM 1                          12.650 METERS 13754     |
 PU2327| PU2338 CUSTER                              APPROX.11.2 KM 1882548.8 |
 PU2327| PU2326 GLO 22 RM 2                           9.341 METERS 22657     |
 PU2327| PU2325 GLO 22 RM 3                          12.651 METERS 35729     |
 PU2327|---------------------------------------------------------------------|
 PU2327
 PU2327                          SUPERSEDED SURVEY CONTROL
 PU2327
 PU2327  NAD 83(1993)-  44 20 39.90680(N)    103 42 51.76069(W) AD(       ) 2
 PU2327  NAD 83(1986)-  44 20 39.90259(N)    103 42 51.75546(W) AD(       ) 2
 PU2327  NAD 27      -  44 20 39.95700(N)    103 42 50.04600(W) AD(       ) 2
 PU2327  NGVD 29 (07/19/86) 1726.0    (m)         5663.     (f) VERT ANG       
 PU2327
 PU2327.Superseded values are not recommended for survey control.
 PU2327
 PU2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2327.See file dsdata.pdf to determine how the superseded data were derived.
 PU2327
 PU2327_MARKER: P = PIPE CAP
 PU2327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2327_MARK LOGO: USGLO
 PU2327_PROJECTION: PROJECTING 41 CENTIMETERS
 PU2327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2327
 PU2327  HISTORY     - Date     Condition        Report By
 PU2327  HISTORY     - 1925     MONUMENTED       USGLO
 PU2327  HISTORY     - 1950     SEE DESCRIPTION  CGS
 PU2327
 PU2327                          STATION DESCRIPTION
 PU2327
 PU2327'DESCRIBED BY US GENERAL LAND OFFICE 1925 (GLO)
 PU2327'STATION IS A BLACK HILLS U.S. FOREST RESERVE BOUNDARY POST
 PU2327'WITNESSED BY THREE REFERENCE MARKS, IN THE CLOSING CORNER OF
 PU2327'SECS. 1 AND 2, T 4 N, R 3 E.
 PU2327
 PU2327                          STATION RECOVERY (1950)
 PU2327
 PU2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2327'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PU2327'CONDITION.  DIRECTIONS TO REACH AND ADDITIONAL INFORMATION
 PU2327'FOLLOW.
 PU2327'
 PU2327'THE STATION IS ABOUT 2-1/2 MILES EAST OF LEAD, AND 2-1/2 MILES
 PU2327'SOUTH OF DEADWOOD, ON THE CREST OF A RIDGE IN THE BLACK HILLS
 PU2327'NATIONAL FOREST.
 PU2327'
 PU2327'TO REACH FROM THE POST OFFICE IN DEADWOOD, GO SOUTH ON U.S.
 PU2327'HIGHWAY 85 FOR 1.8 MILES TO THE JUNCTION WITH U.S. HIGHWAY 85A.
 PU2327'TURN LEFT ON HIGHWAY 85A FOR 3.2 MILES TO A DIRT ROAD ON THE
 PU2327'LEFT.  TURN LEFT ON THIS ROAD FOR 0.1 MILE TO THE TOP OF A RIDGE,
 PU2327'CONTINUE ON MAIN TRAVELED ROAD PASSING SAWMILL ON RIGHT FOR
 PU2327'1.0 MILE TO A FORK.  TAKE LEFT ROAD FOR 0.9 MILE TO A POWER
 PU2327'LINE CROSSING ROAD.  TURN LEFT AND FOLLOW POWER LINE FOR 100
 PU2327'FEET TO END OF TRUCK TRAVEL AT CREST OF RIDGE.  HERE WALK LEFT
 PU2327'ALONG CREST OF RIDGE FOR 200 YARDS TO THE STATION.
 PU2327'
 PU2327'THE STATION MARK IS A 3-INCH IRON PIPE PROJECTING 16 INCHES WITH
 PU2327'A BRONZE CAP DISK BEARING THE LEGEND U.S. FOREST RESERVE BLACK
 PU2327'HILLS BOUNDARY POST NO 215.
 PU2327'
 PU2327'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  IT IS A
 PU2327'STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.) BRASS SURVEY DISK
 PU2327'SET IN THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES, AND
 PU2327'STAMPED REFERENCE NO. 1 1925.
 PU2327'
 PU2327'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT IS A
 PU2327'STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.) BRASS SURVEY DISK
 PU2327'SET IN THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES, AND
 PU2327'STAMPED REFERENCE MARK NO. 2 1925.
 PU2327'
 PU2327'REFERENCE MARK NO. 3 IS NORTH OF THE STATION.  IT IS A STANDARD
 PU2327'BUREAU OF LAND MANAGEMENT (G.L.O.) BRASS SURVEY DISK SET IN
 PU2327'THE TOP OF A 3-INCH IRON PIPE PROJECTING 14 INCHES, AND STAMPED
 PU2327'REFERENCE NO 3 1925.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5660 ***********************************************************************
 AC5660  DESIGNATION -  T5S R4E 523
 AC5660  PID         -  AC5660
 AC5660  STATE/COUNTY-  SD/CUSTER
 AC5660  COUNTRY     -  US
 AC5660  USGS QUAD   -  PRINGLE (2017)
 AC5660
 AC5660                         *CURRENT SURVEY CONTROL
 AC5660  ______________________________________________________________________
 AC5660* NAD 83(1986) POSITION- 43 36 25.     (N) 103 36 09.     (W)   SCALED
 AC5660* NAVD 88 ORTHO HEIGHT -  1495.622 (meters)     4906.89  (feet) ADJUSTED
 AC5660  ______________________________________________________________________
 AC5660  GEOID HEIGHT    -        -14.273 (meters)                     GEOID18
 AC5660  DYNAMIC HEIGHT  -       1494.950 (meters)     4904.68  (feet) COMP
 AC5660  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 AC5660
 AC5660  VERT ORDER      -  FIRST     CLASS II
 AC5660
 AC5660.The horizontal coordinates were scaled from a map and have
 AC5660.an estimated accuracy of +/- 6 seconds.
 AC5660
 AC5660.The orthometric height was determined by differential leveling and
 AC5660.adjusted by the NATIONAL GEODETIC SURVEY
 AC5660.in October 1997.
 AC5660
 AC5660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5660.GEOID18 height accuracy estimate available here.
 AC5660
 AC5660.Click photographs - Photos may exist for this station.
 AC5660
 AC5660.The dynamic height is computed by dividing the NAVD 88
 AC5660.geopotential number by the normal gravity value computed on the
 AC5660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5660.degrees latitude (g = 980.6199 gals.).
 AC5660
 AC5660.The modeled gravity was interpolated from observed gravity values.
 AC5660
 AC5660;                    North         East    Units  Estimated Accuracy
 AC5660;SPC SD S     -   146,680.      336,160.      MT  (+/- 180 meters Scaled)
 AC5660
 AC5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ127291(NAD 83)
 AC5660
 AC5660                          SUPERSEDED SURVEY CONTROL
 AC5660
 AC5660.No superseded survey control is available for this station.
 AC5660
 AC5660_MARKER: P = PIPE CAP
 AC5660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC5660_STAMPING: T5S R4E 523 C-N-NE-NE 1/256 LS 2196 1990
 AC5660_MARK LOGO: USFS
 AC5660_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC5660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5660+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1995
 AC5660
 AC5660  HISTORY     - Date     Condition        Report By
 AC5660  HISTORY     - 1990     MONUMENTED       USFS
 AC5660  HISTORY     - 19950410 GOOD             NGS
 AC5660
 AC5660                          STATION DESCRIPTION
 AC5660
 AC5660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5660'0.2 KM (0.10 MI) WESTERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE
 AC5660'IN PRINGLE, THENCE 0.9 KM (0.55 MI) SOUTHWESTERLY ALONG A GRAVELED
 AC5660'ROAD, 224.7 M (737.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 AC5660'TO THE PRINGLE CEMETERY, 28.0 M (91.9 FT) WEST OF THE SOUTHWEST CORNER
 AC5660'OF A BARN, 18.6 M (61.0 FT) NORTH OF THE ROAD CENTER, 2.5 M (8.2 FT)
 AC5660'SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE, 2.0 M (6.6 FT) SOUTH OF
 AC5660'A FENCE AND AN UNDERGROUND CABLE JUNCTION BOX, 1.5 M (4.9 FT) ABOVE
 AC5660'THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, AND
 AC5660'THE PIPE IS PROJECTING 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1192 ***********************************************************************
 PT1192  DESIGNATION -  T8N R20E SEC 2 WEST 1/16 COR
 PT1192  PID         -  PT1192
 PT1192  STATE/COUNTY-  SD/ZIEBACH
 PT1192  COUNTRY     -  US
 PT1192  USGS QUAD   -  RATTLESNAKE LAKE (2017)
 PT1192
 PT1192                         *CURRENT SURVEY CONTROL
 PT1192  ______________________________________________________________________
 PT1192* NAD 83(1996) POSITION- 44 41 23.04626(N) 101 40 25.15698(W)   ADJUSTED
 PT1192* NAVD 88 ORTHO HEIGHT -   657.    (meters)     2156.    (feet) SCALED
 PT1192  ______________________________________________________________________
 PT1192  GEOID HEIGHT    -        -20.870 (meters)                     GEOID18
 PT1192  LAPLACE CORR    -         -6.79  (seconds)                    DEFLEC18
 PT1192  HORZ ORDER      -  THIRD
 PT1192
 PT1192.The horizontal coordinates were established by classical geodetic methods
 PT1192.and adjusted by the National Geodetic Survey in January 1998.
 PT1192
 PT1192.The orthometric height was scaled from a topographic map.
 PT1192
 PT1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1192.GEOID18 height accuracy estimate available here.
 PT1192
 PT1192.Click photographs - Photos may exist for this station.
 PT1192
 PT1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1192
 PT1192. The following values were computed from the NAD 83(1996) position.
 PT1192
 PT1192;                    North         East     Units Scale Factor Converg.
 PT1192;SPC SD N     -    96,536.439   467,342.281   MT  0.99995890   -1 11 04.2
 PT1192;SPC SD N     -   316,719.97  1,533,272.13   sFT  0.99995890   -1 11 04.2
 PT1192;SPC SD S     -   262,654.424   493,746.997   MT  1.00008214   -0 55 28.6
 PT1192;SPC SD S     -   861,725.39  1,619,901.61   sFT  1.00008214   -0 55 28.6
 PT1192;UTM  14      - 4,951,962.455   288,140.014   MT  1.00015199   -1 52 51.6
 PT1192
 PT1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1192!SPC SD N     -   0.99990020  x   0.99995890  =   0.99985911
 PT1192!SPC SD S     -   0.99990020  x   1.00008214  =   0.99998233
 PT1192!UTM  14      -   0.99990020  x   1.00015199  =   1.00005218
 PT1192
 PT1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ8814051962(NAD 83)
 PT1192
 PT1192                          SUPERSEDED SURVEY CONTROL
 PT1192
 PT1192  NAD 83(1986)-  44 41 23.03855(N)    101 40 25.15740(W) AD(       ) 3
 PT1192  NAD 27      -  44 41 23.08500(N)    101 40 23.61100(W) AD(       ) 3
 PT1192
 PT1192.Superseded values are not recommended for survey control.
 PT1192
 PT1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1192.See file dsdata.pdf to determine how the superseded data were derived.
 PT1192
 PT1192_MARKER: DD = SURVEY DISK
 PT1192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PT1192_MARK LOGO: USGLO
 PT1192_MAGNETIC: P = MARKER IS A STEEL PIPE
 PT1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1192
 PT1192  HISTORY     - Date     Condition        Report By
 PT1192  HISTORY     - 1950     MONUMENTED       USGLO
 PT1192
 PT1192                          STATION DESCRIPTION
 PT1192
 PT1192'DESCRIBED BY US GENERAL LAND OFFICE 1950
 PT1192'WEST 1/16 COR., SEC. 2, T. 8 N., R. 20 E. (GLO) IS 49 PACES
 PT1192'WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF A WIRE FENCE.
 PT1192'IT IS AN INDIAN ALLOTMENT GLO DISK ON TOP OF A 2-INCH IRON
 PT1192'PIPE THAT PROJECTS 8 INCHES.
 PT1192'
 PT1192'TO REACH THE STATION LAKE FROM THE ZIEBACH COUNTY COURTHOUSE IN
 PT1192'DUPREE, GO SOUTH FOR 0.65 MILE.  THEN RIGHT, WEST FOR 1.0 MILE.
 PT1192'THEN LEFT, SOUTH, ON A PARTLY GRAVELED AND GRADED DIRT ROAD
 PT1192'FOR 20.5 MILES TO A SIDE ROAD ON THE RIGHT AND SIGNS THAT
 PT1192'READ CHERRY CREEK 15, RED SCAFFOLD 20.  TURN RIGHT, SOUTHERLY,
 PT1192'FOR 4.6 MILES TO A FORK.  THEN SHARP RIGHT (MAIN TRAVELED ROAD),
 PT1192'NORTHWESTERLY AND WEST FOR 1.6 MILES TO A GATE ON THE LEFT**.
 PT1192'THEN THROUGH GATE, SOUTH, FOR 0.1 MILE TO A FORK.  THEN LEFT ON
 PT1192'A TRACK ROAD, SOUTHEASTERLY, FOR 0.55 MILE TO THE STATION ON
 PT1192'THE LEFT AS DESCRIBED.
 PT1192'SEE STATION LAKE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2265 ***********************************************************************
 PU2265  DESIGNATION -  T8N R7 8E SECS 1 6 CC=GLO 20 B
 PU2265  PID         -  PU2265
 PU2265  STATE/COUNTY-  SD/BUTTE
 PU2265  COUNTRY     -  US
 PU2265  USGS QUAD   -  VOLUNTEER NW (2017)
 PU2265
 PU2265                         *CURRENT SURVEY CONTROL
 PU2265  ______________________________________________________________________
 PU2265* NAD 83(1996) POSITION- 44 41 26.19476(N) 103 12 19.42634(W)   ADJUSTED
 PU2265* NAVD 88 ORTHO HEIGHT -   888.5   (meters)     2915.    (feet) VERTCON3
 PU2265  ______________________________________________________________________
 PU2265  GEOID HEIGHT    -        -16.854 (meters)                     GEOID18
 PU2265  LAPLACE CORR    -         -7.01  (seconds)                    DEFLEC18
 PU2265  HORZ ORDER      -  SECOND
 PU2265
 PU2265.The horizontal coordinates were established by classical geodetic methods
 PU2265.and adjusted by the National Geodetic Survey in January 1998.
 PU2265
 PU2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2265
 PU2265.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2265.GEOID18 height accuracy estimate available here.
 PU2265
 PU2265.Click photographs - Photos may exist for this station.
 PU2265
 PU2265.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2265
 PU2265. The following values were computed from the NAD 83(1996) position.
 PU2265
 PU2265;                    North         East     Units Scale Factor Converg.
 PU2265;SPC SD N     -   100,291.737   345,985.062   MT  0.99995881   -2 16 06.9
 PU2265;SPC SD N     -   329,040.47  1,135,119.32   sFT  0.99995881   -2 16 06.9
 PU2265;UTM  13      - 4,950,148.450   642,201.644   MT  0.99984867   +1 15 44.3
 PU2265
 PU2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2265!SPC SD N     -   0.99986336  x   0.99995881  =   0.99982217
 PU2265!UTM  13      -   0.99986336  x   0.99984867  =   0.99971205
 PU2265
 PU2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4220150148(NAD 83)
 PU2265
 PU2265|---------------------------------------------------------------------|
 PU2265| PID    Reference Object                     Distance      Geod. Az  |
 PU2265|                                                           dddmmss.s |
 PU2265| PU2263 T9N R7 8E SECS 31 36 SC=GLO 20 A    237.813 METERS 08958     |
 PU2265| PU2262 GLO 20 B RM                          17.950 METERS 22959     |
 PU2265|---------------------------------------------------------------------|
 PU2265
 PU2265                          SUPERSEDED SURVEY CONTROL
 PU2265
 PU2265  NAD 83(1993)-  44 41 26.18806(N)    103 12 19.42535(W) AD(       ) 2
 PU2265  NAD 83(1986)-  44 41 26.18305(N)    103 12 19.42216(W) AD(       ) 2
 PU2265  NAD 27      -  44 41 26.25000(N)    103 12 17.78000(W) AD(       ) 2
 PU2265  NGVD 29 (07/19/86)  888.0    (m)         2913.     (f) VERT ANG       
 PU2265
 PU2265.Superseded values are not recommended for survey control.
 PU2265
 PU2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2265.See file dsdata.pdf to determine how the superseded data were derived.
 PU2265
 PU2265_MARKER: DD = SURVEY DISK
 PU2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2265_MARK LOGO: USGLO
 PU2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2265+STABILITY: SURFACE MOTION
 PU2265
 PU2265  HISTORY     - Date     Condition        Report By
 PU2265  HISTORY     - 1925     MONUMENTED       USGLO
 PU2265  HISTORY     - 1950     GOOD             CGS
 PU2265
 PU2265                          STATION DESCRIPTION
 PU2265
 PU2265'DESCRIBED BY US GENERAL LAND OFFICE 1925 (GLO)
 PU2265'STATION MARK IS A BRASS DISK SET IN CONCRETE, WITNESSED BY
 PU2265'ONE REFERENCE MARK, IN THE CLOSING CORNER OF SECS. 1 AND 6,
 PU2265'T 8 N, RS 7 AND 8 E.
 PU2265'
 PU2265'THE REFERENCE MARK IS 17.950 METERS (58.89 FEET) DISTANT
 PU2265'FROM THE STATION S 49 DEG 59 MIN W.
 PU2265
 PU2265                          STATION RECOVERY (1950)
 PU2265
 PU2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2265'STATION WAS RECOVERED AS DESCRIBED AND MARK FOUND IN GOOD CONDITION.
 PU2265'DIRECTIONS TO REACH AND ADDITIONAL INFORMATION FOLLOW.
 PU2265'
 PU2265'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF NEWELL, IN
 PU2265'A GUMBO FLAT ABOUT 0.2 MILE SOUTH OF A TRACK ROAD, AND 1/4
 PU2265'MILE EAST OF A CORRAL.
 PU2265'
 PU2265'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 212 AND SOUTH DAKOTA
 PU2265'HIGHWAY 79 AT NEWELL, GO EAST ON HIGHWAY 212 FOR 9.25 MILS
 PU2265'TO A DIRT ROAD AND CATTLE GUARD ON RIGHT (TRIANGULATION STATION
 PU2265'JUG ON LEFT).  TURN RIGHT AND GO 0.6 MILE TO A FORK.  TAKE LEFT
 PU2265'ROAD FOR 1.5 MILES TO A T-INTERSECTION.  TURN RIGHT, WEST, FOR
 PU2265'0.2 MILE ON TRACK ROAD TOWARD A CORRAL.  TURN LEFT, SOUTH,
 PU2265'ACROSS COUNTRY FOR 0.2 MILE TO STATION.
 PU2265'
 PU2265'STATION MARK IS A STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.)
 PU2265'BRASS DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST
 PU2265'PROJECTING 10 INCHES.
 PU2265'
 PU2265'THE REFERENCE MARK IS A STANDARD BUREAU OF MANAGEMENT (G.L.O.)
 PU2265'BRASS SURVEY DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 PU2265'POST PROJECTING 12 INCHES, AND STAMPED REFERENCE 1925.
 PU2265'IT IS SOUTHWEST OF THE STATION.
 PU2265'
 PU2265'THIS STATION WAS NOT OCCUPIED IN 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0912 ***********************************************************************
 OQ0912  DESIGNATION -  T96N R60E SEC 36 CEN
 OQ0912  PID         -  OQ0912
 OQ0912  STATE/COUNTY-  SD/BON HOMME
 OQ0912  COUNTRY     -  US
 OQ0912  USGS QUAD   -  TRIPP SE (2017)
 OQ0912
 OQ0912                         *CURRENT SURVEY CONTROL
 OQ0912  ______________________________________________________________________
 OQ0912* NAD 83(1996) POSITION- 43 05 24.55603(N) 097 52 16.78353(W)   ADJUSTED
 OQ0912* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 OQ0912  ______________________________________________________________________
 OQ0912  GEOID HEIGHT    -        -26.176 (meters)                     GEOID18
 OQ0912  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 OQ0912  HORZ ORDER      -  SECOND
 OQ0912
 OQ0912.The horizontal coordinates were established by classical geodetic methods
 OQ0912.and adjusted by the National Geodetic Survey in January 1998.
 OQ0912
 OQ0912.The orthometric height was scaled from a topographic map.
 OQ0912
 OQ0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0912.GEOID18 height accuracy estimate available here.
 OQ0912
 OQ0912.Click photographs - Photos may exist for this station.
 OQ0912
 OQ0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0912
 OQ0912. The following values were computed from the NAD 83(1996) position.
 OQ0912
 OQ0912;                    North         East     Units Scale Factor Converg.
 OQ0912;SPC SD S     -    87,047.044   800,420.916   MT  0.99994909   +1 41 54.3
 OQ0912;SPC SD S     -   285,586.84  2,626,047.62   sFT  0.99994909   +1 41 54.3
 OQ0912;UTM  14      - 4,771,444.525   591,861.923   MT  0.99970381   +0 46 16.0
 OQ0912
 OQ0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0912!SPC SD S     -   0.99993115  x   0.99994909  =   0.99988024
 OQ0912!UTM  14      -   0.99993115  x   0.99970381  =   0.99963498
 OQ0912
 OQ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9186171444(NAD 83)
 OQ0912
 OQ0912                          SUPERSEDED SURVEY CONTROL
 OQ0912
 OQ0912  NAD 83(1995)-  43 05 24.55840(N)    097 52 16.78191(W) AD(       ) 2
 OQ0912  NAD 83(1986)-  43 05 24.56809(N)    097 52 16.77743(W) AD(       ) 2
 OQ0912  NAD 27      -  43 05 24.59000(N)    097 52 15.53000(W) AD(       ) 2
 OQ0912  USSD        -  43 05 24.76000(N)    097 52 15.86000(W) AD(       ) 3
 OQ0912
 OQ0912.Superseded values are not recommended for survey control.
 OQ0912
 OQ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0912.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0912
 OQ0912
 OQ0912  HISTORY     - Date     Condition        Report By
 OQ0912  HISTORY     - 1901     MONUMENTED       CGS
 OQ0912  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0912
 OQ0912                          STATION DESCRIPTION
 OQ0912
 OQ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0912'THE SECTION-LINE ROAD HAS BEEN GRADED AND GRAVELED AT THIS
 OQ0912'POINT.  HENCE, THERE IS LITTLE LIKELIHOOD OF FINDING THE ORIGINAL
 OQ0912'EARTH MOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0913 ***********************************************************************
 OQ0913  DESIGNATION -  T96N R60E SEC 36 SE COR
 OQ0913  PID         -  OQ0913
 OQ0913  STATE/COUNTY-  SD/BON HOMME
 OQ0913  COUNTRY     -  US
 OQ0913  USGS QUAD   -  TRIPP SE (2017)
 OQ0913
 OQ0913                         *CURRENT SURVEY CONTROL
 OQ0913  ______________________________________________________________________
 OQ0913* NAD 83(1996) POSITION- 43 04 58.68587(N) 097 52 17.05843(W)   ADJUSTED
 OQ0913* NAVD 88 ORTHO HEIGHT -   454.    (meters)     1489.    (feet) SCALED
 OQ0913  ______________________________________________________________________
 OQ0913  GEOID HEIGHT    -        -26.169 (meters)                     GEOID18
 OQ0913  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 OQ0913  HORZ ORDER      -  SECOND
 OQ0913
 OQ0913.The horizontal coordinates were established by classical geodetic methods
 OQ0913.and adjusted by the National Geodetic Survey in January 1998.
 OQ0913
 OQ0913.The orthometric height was scaled from a topographic map.
 OQ0913
 OQ0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0913.GEOID18 height accuracy estimate available here.
 OQ0913
 OQ0913.Click photographs - Photos may exist for this station.
 OQ0913
 OQ0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0913
 OQ0913. The following values were computed from the NAD 83(1996) position.
 OQ0913
 OQ0913;                    North         East     Units Scale Factor Converg.
 OQ0913;SPC SD S     -    86,248.909   800,438.362   MT  0.99995025   +1 41 54.1
 OQ0913;SPC SD S     -   282,968.30  2,626,104.86   sFT  0.99995025   +1 41 54.1
 OQ0913;UTM  14      - 4,770,646.408   591,866.447   MT  0.99970382   +0 46 15.4
 OQ0913
 OQ0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0913!SPC SD S     -   0.99993287  x   0.99995025  =   0.99988312
 OQ0913!UTM  14      -   0.99993287  x   0.99970382  =   0.99963671
 OQ0913
 OQ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9186670646(NAD 83)
 OQ0913
 OQ0913                          SUPERSEDED SURVEY CONTROL
 OQ0913
 OQ0913  NAD 83(1995)-  43 04 58.68823(N)    097 52 17.05688(W) AD(       ) 2
 OQ0913  NAD 83(1986)-  43 04 58.69795(N)    097 52 17.05239(W) AD(       ) 2
 OQ0913  NAD 27      -  43 04 58.72000(N)    097 52 15.80000(W) AD(       ) 2
 OQ0913  USSD        -  43 04 58.89000(N)    097 52 16.13000(W) AD(       ) 3
 OQ0913
 OQ0913.Superseded values are not recommended for survey control.
 OQ0913
 OQ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0913.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0913
 OQ0913
 OQ0913  HISTORY     - Date     Condition        Report By
 OQ0913  HISTORY     - 1901     MONUMENTED       CGS
 OQ0913  HISTORY     - 1935     MARK NOT FOUND   CGS
 OQ0913
 OQ0913                          STATION DESCRIPTION
 OQ0913
 OQ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0913'SEARCHED 3 HOURS FOR THIS MARK BUT DID NOT FIND IT.  WAS
 OQ0913'INFORMED BY BON HOMME COUNTY HIGHWAY SUPERVISOR THAT THE PIPE
 OQ0913'WAS NEARLY TORN OUT AND CAP BROKEN OFF WHEN THE ROAD WAS GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2359 ***********************************************************************
 PU2359  DESIGNATION -  T9N R4E SECS 35 36 SC=GLO 21
 PU2359  PID         -  PU2359
 PU2359  STATE/COUNTY-  SD/BUTTE
 PU2359  COUNTRY     -  US
 PU2359  USGS QUAD   -  NISLAND (2017)
 PU2359
 PU2359                         *CURRENT SURVEY CONTROL
 PU2359  ______________________________________________________________________
 PU2359* NAD 83(1996) POSITION- 44 41 27.26235(N) 103 35 17.09040(W)   ADJUSTED
 PU2359* NAVD 88 ORTHO HEIGHT -   895.    (meters)     2936.    (feet) SCALED
 PU2359  ______________________________________________________________________
 PU2359  GEOID HEIGHT    -        -15.942 (meters)                     GEOID18
 PU2359  LAPLACE CORR    -         -7.22  (seconds)                    DEFLEC18
 PU2359  HORZ ORDER      -  SECOND
 PU2359
 PU2359.The horizontal coordinates were established by classical geodetic methods
 PU2359.and adjusted by the National Geodetic Survey in January 1998.
 PU2359
 PU2359.The orthometric height was scaled from a topographic map.
 PU2359
 PU2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2359.GEOID18 height accuracy estimate available here.
 PU2359
 PU2359.Click photographs - Photos may exist for this station.
 PU2359
 PU2359.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2359
 PU2359. The following values were computed from the NAD 83(1996) position.
 PU2359
 PU2359;                    North         East     Units Scale Factor Converg.
 PU2359;SPC SD N     -   101,597.036   315,679.096   MT  0.99995877   -2 32 21.9
 PU2359;SPC SD N     -   333,322.94  1,035,690.50   sFT  0.99995877   -2 32 21.9
 PU2359;UTM  13      - 4,949,584.490   611,877.659   MT  0.99975392   +0 59 35.1
 PU2359
 PU2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2359!SPC SD N     -   0.99986211  x   0.99995877  =   0.99982089
 PU2359!UTM  13      -   0.99986211  x   0.99975392  =   0.99961607
 PU2359
 PU2359:                Primary Azimuth Mark                     Grid Az
 PU2359:SPC SD N     -  BEAR                                     154 18 00.6
 PU2359:UTM  13      -  BEAR                                     150 46 03.6
 PU2359
 PU2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1187749584(NAD 83)
 PU2359
 PU2359|---------------------------------------------------------------------|
 PU2359| PID    Reference Object                     Distance      Geod. Az  |
 PU2359|                                                           dddmmss.s |
 PU2359| PU2319 BEAR                                APPROX.27.1 KM 1514538.7 |
 PU2359| PU2360 21 RM                                16.425 METERS 31603     |
 PU2359|---------------------------------------------------------------------|
 PU2359
 PU2359                          SUPERSEDED SURVEY CONTROL
 PU2359
 PU2359  NAD 83(1993)-  44 41 27.25576(N)    103 35 17.09075(W) AD(       ) 2
 PU2359  NAD 83(1986)-  44 41 27.25250(N)    103 35 17.08707(W) AD(       ) 2
 PU2359  NAD 27      -  44 41 27.28900(N)    103 35 15.37200(W) AD(       ) 2
 PU2359
 PU2359.Superseded values are not recommended for survey control.
 PU2359
 PU2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2359.See file dsdata.pdf to determine how the superseded data were derived.
 PU2359
 PU2359_MARKER: DD = SURVEY DISK
 PU2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2359_MARK LOGO: USGLO
 PU2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2359+STABILITY: SURFACE MOTION
 PU2359
 PU2359  HISTORY     - Date     Condition        Report By
 PU2359  HISTORY     - 1925     MONUMENTED       USGLO
 PU2359  HISTORY     - 1950     GOOD             CGS
 PU2359
 PU2359                          STATION DESCRIPTION
 PU2359
 PU2359'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PU2359'STATION MARK IS A BRASS DISK SET IN CONCRETE, WITNESSED BY ONE
 PU2359'REFERENCE MARK IN THE STANDARD CORNER OF SECS. 35 AND 36, T 9 N,
 PU2359'R 4 E.
 PU2359
 PU2359                          STATION RECOVERY (1950)
 PU2359
 PU2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2359'STATION RECOVERED AS DESCRIBED AND MARKS FOUND IN GOOD CONDITION.
 PU2359'DIRECTIONS TO REACH AND OTHER INFORMATION FOLLOW.
 PU2359'
 PU2359'STATION IS IN THE EAST EDGE OF A FIELD, ABOUT 2 MILES WEST-NORTHWEST
 PU2359'OF NISLAND, 400 FEET SOUTH OF A CANAL, 100 FEET NORTH OF AN
 PU2359'EAST-WEST FENCE, AND 20 FEET WEST OF A NORTH-SOUTH FENCE.
 PU2359'
 PU2359'TO REACH FROM NISLAND OPPOSITE THE MUNICIPAL WATER TANK ON
 PU2359'U.S. HIGHWAY 212, GO WEST ON THE HIGHWAY FOR 1.7 MILES TO A
 PU2359'DIRT ROAD ON THE RIGHT.  TURN RIGHT, NORTH, THROUGH A GATE AND GO
 PU2359'0.6 MILE TO A GATE IN EAST-WEST FENCE.  THROUGH GATE GO LEFT
 PU2359'THROUGH GAP IN NORTH-SOUTH FENCE AND TURN RIGHT, NORTH, FOR 60
 PU2359'FEET TO THE STATION.
 PU2359'
 PU2359'STATION MARK IS A STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.)
 PU2359'BRASS SURVEY DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 PU2359'POST PROJECTING 10 INCHES.
 PU2359'
 PU2359'THE REFERENCE MARK IS NORTHWEST OF THE STATION.  IT IS A STANDARD
 PU2359'BUREAU OF LAND MANAGEMENT (G.L.O.) BRASS SURVEY DISK SET IN THE
 PU2359'TOP OF A 14-INCH SQUARE CONCRETE POST PROJECTING 10 INCHES, AND
 PU2359'STAMPED REFERENCE 1925.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2263 ***********************************************************************
 PU2263  DESIGNATION -  T9N R7 8E SECS 31 36 SC=GLO 20 A
 PU2263  PID         -  PU2263
 PU2263  STATE/COUNTY-  SD/BUTTE
 PU2263  COUNTRY     -  US
 PU2263  USGS QUAD   -  VOLUNTEER NW (2017)
 PU2263
 PU2263                         *CURRENT SURVEY CONTROL
 PU2263  ______________________________________________________________________
 PU2263* NAD 83(1996) POSITION- 44 41 26.19804(N) 103 12 08.62622(W)   ADJUSTED
 PU2263* NAVD 88 ORTHO HEIGHT -   887.5   (meters)     2912.    (feet) VERTCON3
 PU2263  ______________________________________________________________________
 PU2263  GEOID HEIGHT    -        -16.862 (meters)                     GEOID18
 PU2263  LAPLACE CORR    -         -7.03  (seconds)                    DEFLEC18
 PU2263  HORZ ORDER      -  SECOND
 PU2263
 PU2263.The horizontal coordinates were established by classical geodetic methods
 PU2263.and adjusted by the National Geodetic Survey in January 1998.
 PU2263
 PU2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2263
 PU2263.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2263.GEOID18 height accuracy estimate available here.
 PU2263
 PU2263.Click photographs - Photos may exist for this station.
 PU2263
 PU2263.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2263
 PU2263. The following values were computed from the NAD 83(1996) position.
 PU2263
 PU2263;                    North         East     Units Scale Factor Converg.
 PU2263;SPC SD N     -   100,282.429   346,222.683   MT  0.99995881   -2 15 59.2
 PU2263;SPC SD N     -   329,009.94  1,135,898.92   sFT  0.99995881   -2 15 59.2
 PU2263;UTM  13      - 4,950,153.794   642,439.361   MT  0.99984950   +1 15 51.9
 PU2263
 PU2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2263!SPC SD N     -   0.99986352  x   0.99995881  =   0.99982233
 PU2263!UTM  13      -   0.99986352  x   0.99984950  =   0.99971304
 PU2263
 PU2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4243950153(NAD 83)
 PU2263
 PU2263                          SUPERSEDED SURVEY CONTROL
 PU2263
 PU2263  NAD 83(1993)-  44 41 26.19134(N)    103 12 08.62524(W) AD(       ) 2
 PU2263  NAD 83(1986)-  44 41 26.18633(N)    103 12 08.62207(W) AD(       ) 2
 PU2263  NAD 27      -  44 41 26.25000(N)    103 12 06.98000(W) AD(       ) 2
 PU2263  NGVD 29 (07/19/86)  887.0    (m)         2910.     (f) VERT ANG       
 PU2263
 PU2263.Superseded values are not recommended for survey control.
 PU2263
 PU2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2263.See file dsdata.pdf to determine how the superseded data were derived.
 PU2263
 PU2263_MARKER: DD = SURVEY DISK
 PU2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2263_MARK LOGO: USGLO
 PU2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2263+STABILITY: SURFACE MOTION
 PU2263
 PU2263  HISTORY     - Date     Condition        Report By
 PU2263  HISTORY     - 1925     MONUMENTED       USGLO
 PU2263  HISTORY     - 1950     GOOD             CGS
 PU2263
 PU2263                          STATION DESCRIPTION
 PU2263
 PU2263'DESCRIBED BY US GENERAL LAND OFFICE 1925 (GLO)
 PU2263'STATION MARK IS A BRASS DISK SET IN CONCRETE, WITNESSED BY ONE
 PU2263'REFERENCE MARK, IN THE STANDARD CORNER OF SECS. 31 AND 36,
 PU2263'T 9 N, RS 7 AND 8 E.
 PU2263'
 PU2263'REFERENCE MARK (G.L.O. NO. 20 A. ECC. IS 129.411 METERS
 PU2263'(424.58 FEET) DISTANT S 65 DEG 37 MIN E.
 PU2263
 PU2263                          STATION RECOVERY (1950)
 PU2263
 PU2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2263'STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND IN GOOD
 PU2263'CONDITION.  DIRECTIONS TO REACH, AND ADDITIONAL INFORMATION
 PU2263'FOLLOW.
 PU2263'
 PU2263'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF NEWELL, IN
 PU2263'A GUMBO FLAT ABOUT 1/4 MILE WEST OF A DIRT ROAD.
 PU2263'
 PU2263'TO REACH FROM NEWELL AT THE JUNCTION OF U.S. HIGHWAY 212
 PU2263'AND SOUTH DAKOTA HIGHWAY 79, GO EAST ON HIGHWAY 212 FOR 9.25
 PU2263'MILES TO A DIRT ROAD AND CATTLE GUARD ON RIGHT (TRIANGULATION
 PU2263'STATION JUG ON LEFT).  TURN RIGHT AND GO 0.6 MILE TO A FORK.
 PU2263'TAKE LEFT ROAD FOR 1.5 MILES TO A T-INTERSECTION.  TURN RIGHT,
 PU2263'WEST, TOWARD A CORRAL FOR 0.2 MILE.  TURN LEFT, SOUTH, ACROSS
 PU2263'COUNTRY FOR 0.2 MILE TO SECTION CORNER OF SECS. 1 AND 6,
 PU2263'T 8 N, RS 7 AND 8 E.  TURN LEFT, EAST AND GO 0.25 MILE TO
 PU2263'STATION.
 PU2263'
 PU2263'STATION MARK IS A STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.)
 PU2263'BRASS SURVEY DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 PU2263'POST PROJECTING 12 INCHES.
 PU2263'
 PU2263'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION.  IT IS
 PU2263'A STANDARD BUREAU OF LAND MANAGEMENT (G.L.O.) BRASS SURVEY
 PU2263'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST PROJECTIG
 PU2263'10 INCHES, AND STAMPED REFERENCE NO 1 1925.
 PU2263'
 PU2263'THIS STATION WAS NOT OCCUPIED IN 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0768 ***********************************************************************
 QS0768  DESIGNATION -  TABLE
 QS0768  PID         -  QS0768
 QS0768  STATE/COUNTY-  SD/DEWEY
 QS0768  COUNTRY     -  US
 QS0768  USGS QUAD   -  TRAIL CITY SW (2017)
 QS0768
 QS0768                         *CURRENT SURVEY CONTROL
 QS0768  ______________________________________________________________________
 QS0768* NAD 83(1996) POSITION- 45 20 44.76210(N) 100 43 15.26845(W)   ADJUSTED
 QS0768* NAVD 88 ORTHO HEIGHT -   593.    (meters)     1946.    (feet) SCALED
 QS0768  ______________________________________________________________________
 QS0768  GEOID HEIGHT    -        -21.640 (meters)                     GEOID18
 QS0768  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 QS0768  HORZ ORDER      -  THIRD
 QS0768
 QS0768.The horizontal coordinates were established by classical geodetic methods
 QS0768.and adjusted by the National Geodetic Survey in January 1998.
 QS0768
 QS0768.The orthometric height was scaled from a topographic map.
 QS0768
 QS0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0768.GEOID18 height accuracy estimate available here.
 QS0768
 QS0768.Click photographs - Photos may exist for this station.
 QS0768
 QS0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0768
 QS0768. The following values were computed from the NAD 83(1996) position.
 QS0768
 QS0768;                    North         East     Units Scale Factor Converg.
 QS0768;SPC SD N     -   168,318.897   543,505.047   MT  0.99995231   -0 30 36.8
 QS0768;SPC SD N     -   552,226.25  1,783,149.48   sFT  0.99995231   -0 30 36.8
 QS0768;UTM  14      - 5,022,802.382   365,184.600   MT  0.99982347   -1 13 27.7
 QS0768
 QS0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0768!SPC SD N     -   0.99991037  x   0.99995231  =   0.99986268
 QS0768!UTM  14      -   0.99991037  x   0.99982347  =   0.99973385
 QS0768
 QS0768:                Primary Azimuth Mark                     Grid Az
 QS0768:SPC SD N     -  TABLE AZ MK                              148 15 18.1
 QS0768:UTM  14      -  TABLE AZ MK                              148 58 09.0
 QS0768
 QS0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6518422802(NAD 83)
 QS0768
 QS0768|---------------------------------------------------------------------|
 QS0768| PID    Reference Object                     Distance      Geod. Az  |
 QS0768|                                                           dddmmss.s |
 QS0768| CO6248 TABLE RM 1                           12.518 METERS 10402     |
 QS0768| CO6247 TABLE AZ MK                                        1474441.3 |
 QS0768| CO6249 TABLE RM 2                           13.102 METERS 19342     |
 QS0768|---------------------------------------------------------------------|
 QS0768
 QS0768                          SUPERSEDED SURVEY CONTROL
 QS0768
 QS0768  NAD 83(1986)-  45 20 44.75412(N)    100 43 15.26712(W) AD(       ) 3
 QS0768  NAD 27      -  45 20 44.77300(N)    100 43 13.76200(W) AD(       ) 3
 QS0768
 QS0768.Superseded values are not recommended for survey control.
 QS0768
 QS0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0768.See file dsdata.pdf to determine how the superseded data were derived.
 QS0768
 QS0768_MARKER: DS = TRIANGULATION STATION DISK
 QS0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0768_STAMPING: TABLE 1952
 QS0768_MARK LOGO: CGS
 QS0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0768+STABILITY: SURFACE MOTION
 QS0768
 QS0768  HISTORY     - Date     Condition        Report By
 QS0768  HISTORY     - 1952     MONUMENTED       CGS
 QS0768
 QS0768                          STATION DESCRIPTION
 QS0768
 QS0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0768'THE STATION IS IN SECTION 17, T 16 N, R 28 E, ABOUT 8-3/4
 QS0768'MILES SOUTH AND 1/2 MILE EAST OF TRAIL CITY, ON HIGHEST POINT
 QS0768'OF A FLAT-TOPPED RIDGE ABOUT 1-1/4 MILES NORTHWEST OF A
 QS0768'LARGE U-BEND IN THE MOREAU RIVER, AND 8 FEET SOUTH OF A WHITE
 QS0768'4 IN X 4 IN WITNESS POST.
 QS0768'
 QS0768'TO REACH THE STATION FROM THE CROSSROADS JUST NORTH OF THE
 QS0768'WHITEHORSE POST OFFICE GO EAST ON GRAVEL ROAD FOR 2.0 MILE
 QS0768'TO A FORK AND SIGN PROMISE 15, TAKE LEFT FORK AND FOLLOW MAIN
 QS0768'ROAD NORTHEASTERLY FOR 9.8 MILES TO A WHITE BUNGALOW HOUSE
 QS0768'ABOUT 1/4 MILE TO RIGHT OF ROAD, CONTINUE ON GRAVEL ROAD FOR
 QS0768'0.4 MILE TO A TRACK ROAD RIGHT THROUGH A WIRE GATE, TURN
 QS0768'LEFT ON TRACK ROAD IMMEDIATELY BEYOND THE ONE LEADING RIGHT
 QS0768'THROUGH WIRE GATE AND GO NORTHWESTERLY UP VALLEY FOR 0.6
 QS0768'MILE TO POINT WHERE TRACK ROAD STARTS UP RIDGE, CONTINUE ON
 QS0768'TRACK ROAD FOR 0.4 MILE TO A WIRE GATE AND THE AZIMUTH MARK
 QS0768'ON THE RIGHT AS DESCRIBED BELOW, PASS THROUGH GATE AND
 QS0768'CONTINUE NORTHWESTERLY ACROSS COUNTRY FOR 0.2 MILE TO THE
 QS0768'HIGHEST POINT AND THE STATION.
 QS0768'
 QS0768'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0768'TABLE 1952.
 QS0768'
 QS0768'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS
 QS0768'STAMPED TABLE NO 1 1952.
 QS0768'
 QS0768'REFERENCE MARK NO. 2 PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 QS0768'TABLE NO 2 1952.
 QS0768'
 QS0768'THE AZIMUTH MARK IS 70 FEET NORTH-NORTHEAST OF A WIRE GATE,
 QS0768'AND 2 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 QS0768'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED TABLE 1952.
 QS0768'
 QS0768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0536 ***********************************************************************
 QT0536  DESIGNATION -  TABLE
 QT0536  PID         -  QT0536
 QT0536  STATE/COUNTY-  SD/HARDING
 QT0536  COUNTRY     -  US
 QT0536  USGS QUAD   -  TABLE MOUNTAIN (2017)
 QT0536
 QT0536                         *CURRENT SURVEY CONTROL
 QT0536  ______________________________________________________________________
 QT0536* NAD 83(1996) POSITION- 45 53 49.89663(N) 103 39 29.04785(W)   ADJUSTED
 QT0536* NAVD 88 ORTHO HEIGHT -  1099.1   (meters)     3606.    (feet) VERTCON3
 QT0536  ______________________________________________________________________
 QT0536  GEOID HEIGHT    -        -15.576 (meters)                     GEOID18
 QT0536  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 QT0536  HORZ ORDER      -  FIRST
 QT0536
 QT0536.The horizontal coordinates were established by classical geodetic methods
 QT0536.and adjusted by the National Geodetic Survey in January 1998.
 QT0536
 QT0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0536
 QT0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0536.GEOID18 height accuracy estimate available here.
 QT0536
 QT0536.Click photographs - Photos may exist for this station.
 QT0536
 QT0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0536
 QT0536. The following values were computed from the NAD 83(1996) position.
 QT0536
 QT0536;                    North         East     Units Scale Factor Converg.
 QT0536;SPC SD N     -   235,767.699   316,192.458   MT  1.00004831   -2 35 20.2
 QT0536;SPC SD N     -   773,514.53  1,037,374.76   sFT  1.00004831   -2 35 20.2
 QT0536;UTM  13      - 5,083,500.579   604,100.825   MT  0.99973323   +0 57 49.4
 QT0536
 QT0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0536!SPC SD N     -   0.99983016  x   1.00004831  =   0.99987846
 QT0536!UTM  13      -   0.99983016  x   0.99973323  =   0.99956343
 QT0536
 QT0536:                Primary Azimuth Mark                     Grid Az
 QT0536:SPC SD N     -  TABLE AZ MK                              005 39 50.1
 QT0536:UTM  13      -  TABLE AZ MK                              002 06 40.5
 QT0536
 QT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL0410083500(NAD 83)
 QT0536
 QT0536|---------------------------------------------------------------------|
 QT0536| PID    Reference Object                     Distance      Geod. Az  |
 QT0536|                                                           dddmmss.s |
 QT0536| CQ9654 TABLE AZ MK                                        0030429.9 |
 QT0536| CQ9657 TABLE RM 2                           15.148 METERS 03522     |
 QT0536| QT0494 EAGLES NEST BUTTE CAIRN             APPROX.13.4 KM 0772011.2 |
 QT0536| CQ9656 TABLE RM 1                           28.702 METERS 09525     |
 QT0536| CQ9655 TABLE RM DRILL HOLE                  48.650 METERS 12656     |
 QT0536|---------------------------------------------------------------------|
 QT0536
 QT0536                          SUPERSEDED SURVEY CONTROL
 QT0536
 QT0536  NAD 83(1993)-  45 53 49.88513(N)    103 39 29.04418(W) AD(       ) 1
 QT0536  NAD 83(1986)-  45 53 49.88029(N)    103 39 29.03878(W) AD(       ) 1
 QT0536  NAD 27      -  45 53 49.87500(N)    103 39 27.33300(W) AD(       ) 1
 QT0536  USSD        -  45 53 50.50600(N)    103 39 26.91700(W) AD(       ) 3
 QT0536  NGVD 29 (07/19/86) 1098.6    (m)         3604.     (f) VERT ANG       
 QT0536
 QT0536.Superseded values are not recommended for survey control.
 QT0536
 QT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0536.See file dsdata.pdf to determine how the superseded data were derived.
 QT0536
 QT0536_MARKER: DS = TRIANGULATION STATION DISK
 QT0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0536_STAMPING: TABLE 1912
 QT0536_MARK LOGO: CGS
 QT0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0536+STABILITY: SURFACE MOTION
 QT0536
 QT0536  HISTORY     - Date     Condition        Report By
 QT0536  HISTORY     - 1912     MONUMENTED       CGS
 QT0536  HISTORY     - 1949     GOOD             CGS
 QT0536  HISTORY     - 1952     GOOD             CGS
 QT0536
 QT0536                          STATION DESCRIPTION
 QT0536
 QT0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0536'ABOUT 2 MILES EAST OF KARINEN POST OFFICE, ON THE HIGHEST POINT
 QT0536'OF TABLE MOUNTAIN, A FLAT-TOPPED BUTTE WITH STEEP ROCKY
 QT0536'SLOPES AND BLUFFS.  THE STATION IS ON THE EAST SIDE OF THE
 QT0536'SUMMIT A LITTLE NORTH OF THE CENTER AND JUST WEST OF THE
 QT0536'HEAD OF THE MORE NORTHERLY LARGE COVE WITH SHEER ROCKY WALLS
 QT0536'ON THE EAST SIDE OF THE MOUNTAIN.  THE STATION IS MARKED BY
 QT0536'A STANDARD DISK STATION MARK, SET IN THE TOP OF A CONCRETE
 QT0536'CYLINDER 9-1/2 INCHES IN DIAMETER AND 14 INCHES LONG INCASED
 QT0536'IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 QT0536'CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 QT0536'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER
 QT0536'AND 2 INCHES LONG SET IN A BOULDER ABOUT 12 INCHES BELOW THE
 QT0536'SURFACE OF THE GROUND.  A REFERENCE MARK IS WITHIN 1
 QT0536'FOOT OF THE EDGE OF THE BLUFF, 28.71 METERS FROM THE
 QT0536'STATION S 84 DEG 33 MIN E, AND A DRILL HOLE IN
 QT0536'SOLID ROCK IS AT THE EDGE OF THE BLUFF, 48.65 METERS
 QT0536'FROM THE STATION S 53 DEG 04 MIN E.  THE REFERENCE
 QT0536'MARK CONSISTS OF A STANDARD DISK, CEMENTED IN SOLID ROCK.
 QT0536
 QT0536                          STATION RECOVERY (1949)
 QT0536
 QT0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MJT)
 QT0536'THE STATION AND ONE REFERENCE MARK WERE RECOVERED AS DESCRIBED
 QT0536'IN GOOD CONDITION.  A DRILL HOLE USED AS A REFERENCE MARK WAS
 QT0536'NOT RECOVERED.  AN AZIMUTH MARK AND AN ADDITIONAL REFERENCE
 QT0536'MARK WAS ESTABLISHED AT THIS TIME.  THE ORIGINAL REFERENCE
 QT0536'MARK WAS NOT STAMPED.  IT WAS STAMPED BY THIS PARTY AND NOW
 QT0536'READS TABLE NO 1 1912.  FOLLOWING IS A COMPLETE DESCRIPTION.
 QT0536'
 QT0536'STATION IS ABOUT 23 MILES SOUTH OF RHAME, ON THE HIGHEST
 QT0536'POINT OF A MOUNTAIN LOCALLY KNOWN AS TABLE MOUNTAIN, AND
 QT0536'ON LAND OWNED BY FRED KOAN.  IT IS 11 FEET EAST OF A FENCE.
 QT0536'
 QT0536'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RHAME, GO
 QT0536'SOUTH ON A GRAVEL ROAD 3.65 MILES TO A FORK, BEAR RIGHT AND
 QT0536'CONTINUE SOUTH 2.25 MILES TO A CROSSROADS, CONTINUE SOUTH
 QT0536'4.70 MILES TO A CHURCH ON THE RIGHT, CONTINUE SOUTH 5.1 MILES
 QT0536'TO A CROSSROADS AND A SCHOOL HOUSE, CONTINUE SOUTH 4.3 MILES
 QT0536'TO A FORKS, BEAR RIGHT AND CONTINUE SOUTHERLY 1.35 MILES TO
 QT0536'A T-ROAD, TURN LEFT, GO EAST 0.25 MILE TO THE FARM HOUSE OF
 QT0536'FRED KOAN, FROM THE FARM HOUSE GO ACROSS COUNTRY, WEST AND
 QT0536'SOUTHWEST, FOR AN APPROXIMATE DISTANCE OF 2 MILES TO THE
 QT0536'EAST END OF THE MOUNTAIN, TURN RIGHT AND GO NORTHWEST 0.1
 QT0536'MILE TO THE AZIMUTH ON THE LEFT, TURN LEFT AND GO SOUTH 0.3
 QT0536'MILE TO THE STATION.
 QT0536'
 QT0536'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 QT0536'CYLINDER ABOUT 9 INCHES IN DIAMETER.  THE CYLINDER PROJECTS
 QT0536'ABOUT 2 INCHES AND THE DISK IS STAMPED TABLE 1912.
 QT0536'
 QT0536'REFERENCE MARK NO. 1 IS 79 FEET EAST OF THE FENCE AND 1
 QT0536'FOOT WEST OF THE RIM OF THE BLUFF.  THE MARK IS A STANDARD
 QT0536'DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK THAT IS FLUSH
 QT0536'WITH THE GROUND.  THE DISK IS STAMPED TABLE NO 1 1912.
 QT0536'
 QT0536'REFERENCE MARK NO. 2 IS 58 FEET EAST OF THE FENCE.  THE
 QT0536'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE
 QT0536'CONCRETE POST THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0536'TABLE NO 2 1949.
 QT0536'
 QT0536'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION, ON A SMALL
 QT0536'SOLID ROCK KNOLL.  IT IS 10 FEET SOUTH OF A WITNESS POST.
 QT0536'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 QT0536'ROCK THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED TABLE
 QT0536'1949.
 QT0536'
 QT0536'STATIONS CAMEL, NEBO, BUTTE 1912, WATSON AND LODGE ARE VISIBLE
 QT0536'FROM THE GROUND.  DAHL AND DALE ARE VISIBLE FROM A 28 FOOT
 QT0536'TOWER.
 QT0536
 QT0536                          STATION RECOVERY (1952)
 QT0536
 QT0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0536'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  A
 QT0536'FOUR-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION.  DESCRIPTION
 QT0536'FOLLOWS--
 QT0536'
 QT0536'THE STATION IS LOCATED ON TOP OF TABLE MOUNTAIN (A FLAT-TOPPED
 QT0536'BUTTE WITH STEEP ROCKY SLOPES AND BLUFFS ABOUT 22 MILES
 QT0536'NORTH-NORTHWEST OF BUFFALO), JUST EAST OF THE HIGHEST POINT,
 QT0536'A LITTLE NORTH OF THE CENTER OF THE TOP OF THE MOUNTAIN AND
 QT0536'JUST WEST OF THE HEAD OF THE MORE NORTHERLY LARGE COVE WITH
 QT0536'SHEER ROCKY WALLS ON THE EAST SIDE OF THE MOUNTAIN.  IT IS
 QT0536'86 FEET SOUTHWEST OF THE EDGE OF THE BLUFF, AND 10 FEET
 QT0536'NORTHEAST OF A WIRE FENCE.
 QT0536'
 QT0536'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 QT0536'AND U.S. HIGHWAY NO. 85 IN BUFFALO, GO NORTH ON NO. 85 FOR
 QT0536'0.4 MILE TO A POINT WHERE NO. 85 BEARS TO THE RIGHT.  CONTINUE
 QT0536'NORTHERLY ON A GRADED DIRT AND GRAVELED ROAD FOR 17.6 MILES
 QT0536'TO A FORK (JUST AFTER PASSING TOW WHITE HOUSES AND VARIOUS
 QT0536'RANCH BUILDINGS ON THE RIGHT).  THEN LEFT ROAD, WEST AND NORTH,
 QT0536'FOR 5.8 MILES TO A T-INTERSECTION.  TURN RIGHT, EAST AND
 QT0536'NORTH FOR 6.1 MILES TO THE KARINEN POST OFFICE ON THE LEFT.
 QT0536'CONTINUE NORTH AND EAST FOR 1.9 MILES TO A CATTLE GUARD.
 QT0536'CONTINUE EASTERLY FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT.
 QT0536'PASS THROUGH THE GATE, SOUTHEASTERLY, ON A DIM TRACK ROAD
 QT0536'FOR 0.15 MILE.  THEN RIGHT ON ANOTHER TRACK ROAD FOR 0.5
 QT0536'MILE TO A WIRE GATE.  PASS THROUGH THE GATE, THEN RIGHT,
 QT0536'SOUTHERLY AND EASTERLY (ON REACHING TREES AT THE BASE OF THE
 QT0536'BLUFF BEAR TO THE LEFT, EAST) FOR 1.4 MILES TO A WIRE GATE IN AN
 QT0536'EAST-WEST FENCE LINE.  PASS THROUGH THE GATE, THEN RIGHT,
 QT0536'SOUTHWESTERLY UP A VERY STEEP HILL FOR 0.1 MILE TO THE
 QT0536'TOP OF THE MOUNTAIN.  CONTINUE SOUTHWESTERLY ON A TRACK ROAD
 QT0536'FOR 0.25 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 QT0536'SOUTHERLY FOR 0.3 MILE TO THE STATION.
 QT0536'
 QT0536'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0536'TABLE 1912.
 QT0536'
 QT0536'REFERENCE MARK NO. 1 IS AT THE EDGE OF THE BLUFF.  IT IS
 QT0536'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TABLE NO 1
 QT0536'1912.
 QT0536'
 QT0536'REFERENCE MARK NO. 2 IS 60 FEET NORTHEAST OF THE WIRE FENCE,
 QT0536'AND 39 FEET SOUTHWEST OF THE EDGE OF THE BLUFF.  IT PROJECTS
 QT0536'8 INCHES, AND THE DISK IS STAMPED TABLE NO 2 1949.
 QT0536'
 QT0536'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF THE TRACK
 QT0536'ROAD, AND 9 FEET EAST-SOUTHEAST OF A 4 IN X 4 IN WITNESS POST.
 QT0536'IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TABLE
 QT0536'1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2254 ***********************************************************************
 PU2254  DESIGNATION -  TABLE TOP
 PU2254  PID         -  PU2254
 PU2254  STATE/COUNTY-  SD/BUTTE
 PU2254  COUNTRY     -  US
 PU2254  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU2254
 PU2254                         *CURRENT SURVEY CONTROL
 PU2254  ______________________________________________________________________
 PU2254* NAD 83(1996) POSITION- 44 51 29.94758(N) 102 57 57.66440(W)   ADJUSTED
 PU2254* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 PU2254  ______________________________________________________________________
 PU2254  GEOID HEIGHT    -        -17.289 (meters)                     GEOID18
 PU2254  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 PU2254  HORZ ORDER      -  SECOND
 PU2254
 PU2254.The horizontal coordinates were established by classical geodetic methods
 PU2254.and adjusted by the National Geodetic Survey in January 1998.
 PU2254
 PU2254.The orthometric height was scaled from a topographic map.
 PU2254
 PU2254.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2254.GEOID18 height accuracy estimate available here.
 PU2254
 PU2254.Click photographs - Photos may exist for this station.
 PU2254
 PU2254.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2254
 PU2254. The following values were computed from the NAD 83(1996) position.
 PU2254
 PU2254;                    North         East     Units Scale Factor Converg.
 PU2254;SPC SD N     -   118,192.331   365,628.639   MT  0.99994475   -2 05 57.0
 PU2254;SPC SD N     -   387,769.34  1,199,566.63   sFT  0.99994475   -2 05 57.0
 PU2254;UTM  13      - 4,969,224.038   660,703.708   MT  0.99991758   +1 26 06.0
 PU2254
 PU2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2254!SPC SD N     -   0.99985935  x   0.99994475  =   0.99980411
 PU2254!UTM  13      -   0.99985935  x   0.99991758  =   0.99977694
 PU2254
 PU2254:                Primary Azimuth Mark                     Grid Az
 PU2254:SPC SD N     -  W 121                                    176 43 04.7
 PU2254:UTM  13      -  W 121                                    173 11 01.7
 PU2254
 PU2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6070369224(NAD 83)
 PU2254
 PU2254|---------------------------------------------------------------------|
 PU2254| PID    Reference Object                     Distance      Geod. Az  |
 PU2254|                                                           dddmmss.s |
 PU2254| CQ4186 TABLE TOP RM 1                       11.985 METERS 10115     |
 PU2254| PU0715 W 121                                              1743707.7 |
 PU2254| CQ4187 TABLE TOP RM 2                       10.562 METERS 35653     |
 PU2254|---------------------------------------------------------------------|
 PU2254
 PU2254                          SUPERSEDED SURVEY CONTROL
 PU2254
 PU2254  NAD 83(1993)-  44 51 29.94046(N)    102 57 57.66340(W) AD(       ) 2
 PU2254  NAD 83(1986)-  44 51 29.93840(N)    102 57 57.66146(W) AD(       ) 2
 PU2254  NAD 27      -  44 51 29.98280(N)    102 57 56.04600(W) AD(       ) 2
 PU2254
 PU2254.Superseded values are not recommended for survey control.
 PU2254
 PU2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2254.See file dsdata.pdf to determine how the superseded data were derived.
 PU2254
 PU2254_MARKER: DS = TRIANGULATION STATION DISK
 PU2254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2254_STAMPING: TABLE TOP 1951
 PU2254_MARK LOGO: CGS
 PU2254_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2254
 PU2254  HISTORY     - Date     Condition        Report By
 PU2254  HISTORY     - 1951     MONUMENTED       CGS
 PU2254  HISTORY     - 1962     GOOD             CGS
 PU2254
 PU2254                          STATION DESCRIPTION
 PU2254
 PU2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2254'STATION IS LOCATED ABOUT 3 MILES WEST AND 1 MILE SOUTH OF
 PU2254'SULPHUR AND 3/4 MILE NORTHWEST OF U.S. HIGHWAY 212, AT THE
 PU2254'SOUTH END AND ON THE HIGHEST POINT OF A PROMINENT BUTTE
 PU2254'LOCALLY KNOWN AS TABLETOP BUTTE.
 PU2254'
 PU2254'TO REACH THE STATION FROM THE POST OFFICE IN SULPHUR.  GO
 PU2254'SOUTHWESTERLY ON U.S. HIGHWAY 212 FOR 1.45 MILES TO A T-ROAD
 PU2254'RIGHT.  CONTINUE ON THE HIGHWAY 1.0 MILE TO A TRACK ROAD
 PU2254'LEADING NORTHWESTERLY.  (THE AZIMUTH MARK IS 1.0 MILE SOUTHWEST
 PU2254'OF THIS PONT) TURN RIGHT AND FOLLOW THE TRACK ROAD
 PU2254'NORTHWESTERLY FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND
 PU2254'CONTINUE NORTHWESTERLY FOR 0.2 MILE TO A DIM TRACK ROAD LEFT.
 PU2254'BEAR LEFT AND GO WEST FOR 0.2 MILE TO THE SOUTH END OF THE
 PU2254'BUTTE AND THE STATION.
 PU2254'
 PU2254'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2254'2-INCH IRON PIPE THAT PROJECTS 4 INCHES.  THE DISK IS
 PU2254'STAMPED TABLE TOP 1951.
 PU2254'
 PU2254'REFERENCE MARK ON. 1 IS A STANDARD DISK BRAZED TO THE TOP OF
 PU2254'A 2-INCH IRON PIPE THAT PROJECTS 2 INCHES.  THE DISK IS
 PU2254'STAMPED TABLE TOP NO 1 1951.
 PU2254'
 PU2254'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 PU2254'2-INCH IRON PIPE THAT PROJECTS 5 INCHES.  THE DISK IS STAMPED
 PU2254'TABLE TOP NO 2 1951.
 PU2254'
 PU2254'BENCH MARK W 121 IS 48 FEET WEST OF THE CENTER OF THE
 PU2254'HIGHWAY, 10 FEET WEST OF A FENCE AND 9 FEET WEST OF A
 PU2254'WITNESS POST.  THE MARK IS A UNITED STATES COAST AND GEODETIC
 PU2254'SURVEY BENCH MARK DISK SET IN THE TOP OF AN 8-INCH CONCRETE POST
 PU2254'THAT PROJECTS 7 INCHES.  THE DISK IS STAMPED W 121 1934.
 PU2254
 PU2254                          STATION RECOVERY (1962)
 PU2254
 PU2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WHK)
 PU2254'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 PU2254'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE ROAD
 PU2254'DESCRIBED IN 1951 AS BEING U.S. HIGHWAY 212 IS NOW A GRAVELED
 PU2254'COUNTY ROAD AND THE HIGHWAY IS NOW SITUATED 5-1/2 MILES NORTH
 PU2254'OF THE STATION.
 PU2254'
 PU2254'THE STATION IS 3-1/4 MILES SOUTHWEST OF SULPHUR, 1.0 MILE
 PU2254'WEST OF THE BUTTE-MEADE COUNTY LINE, ON THE TOP OF THE SOUTH
 PU2254'END OF A PROMINENT BUTTE KNOWN AS TABLETOP BUTTE.
 PU2254'
 PU2254'TO REACH THE STATION FROM THE POST OFFICE AT SULPHUR, DRIVE
 PU2254'SOUTHWEST ON A GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD
 PU2254'ON THE RIGHT.  KEEP STRAIGHT AHEAD, SOUTHWEST, FOR 1.7 MILES
 PU2254'TO A WIRE GATE AND TRACK ROAD ON THE RIGHT **.  TURN RIGHT,
 PU2254'PASS THROUGH THE GATE AND DRIVE NORTH ON THE TRACK ROAD FOR
 PU2254'1.0 MILE TO THE SOUTHWEST BASE OF A HIGH BUTTE.  BEAR LEFT
 PU2254'AND DRIVE NORTH ALONG THE WEST BASE OF THE BUTTE FOR 0.2
 PU2254'MILE, THENCE TURN RIGHT, EAST, 0.05 MILE TO THE SUMMIT, THENCE
 PU2254'TURN RIGHT AND DRIVE SOUTH ALONG THE CREST FOR 0.2 MILE TO
 PU2254'THE SOUTH END AND HIGHEST POINT OF THE BUTTE AND THE STATION.
 PU2254'
 PU2254'THE STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 PU2254'DISKS BRAZED TO THE TOPS OF IRON PIPES WHICH ARE 2 INCHES IN
 PU2254'DIAMETER AND SET IN THE GROUND.
 PU2254'
 PU2254'STATION MARK, STAMPED TABLE TOP 1951, IS ON THE HIGHEST POINT
 PU2254'OF THE BUTTE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 PU2254'IT IS 30 FEET NORTH OF THE SOUTH EDGE AND 20 FEET EAST OF THE
 PU2254'WEST EDGE OF THE TOP OF THE BUTTE.
 PU2254'
 PU2254'REFERENCE MARK 1, STAMPED TABLE TOP NO 1 1951, PROJECTS 8
 PU2254'INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET NORTH OF THE
 PU2254'SOUTH EDGE OF THE BUTTE.
 PU2254'
 PU2254'REFERENCE MARK 2, STAMPED TABLE TOP NO 2 1951, PROJECTS 4
 PU2254'INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET SOUTHWEST
 PU2254'OF THE NORTHWEST EDGE OF THE BUTTE.
 PU2254'
 PU2254'A STANDARD C AND GS BENCH MARK WAS USED FOR THE AZIMUTH MARK.
 PU2254'THE DISK, STAMPED W 121 1934, IS SET IN THE TOP OF A CONCRETE
 PU2254'MONUMENT, 8 INCHES SQUARE AT THE TOP, PROJECTING 6 INCHES
 PU2254'ABOVE THE GROUND SURFACE.  IT IS 58 FEET NORTH OF THE CENTER
 PU2254'OF A CATTLE GUARD, 47 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 PU2254'ROAD AND 9.0 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY
 PU2254'FENCE AND A METAL WITNESS POST WITH SIGN ATTACHED.
 PU2254'
 PU2254'**TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWEST ON THE
 PU2254'GRAVELED ROAD FOR 0.2 MILE TO A CATTLE GUARD SPANNING THE
 PU2254'ROAD BED AND THE AZIMUTH IN THE PASTURE ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1887 ***********************************************************************
 NM1887  DESIGNATION -  TABOR
 NM1887  PID         -  NM1887
 NM1887  STATE/COUNTY-  SD/BON HOMME
 NM1887  COUNTRY     -  US
 NM1887  USGS QUAD   -  TABOR (2017)
 NM1887
 NM1887                         *CURRENT SURVEY CONTROL
 NM1887  ______________________________________________________________________
 NM1887* NAD 83(1996) POSITION- 42 54 31.12352(N) 097 41 39.25741(W)   ADJUSTED
 NM1887* NAVD 88 ORTHO HEIGHT -   414.    (meters)     1358.    (feet) SCALED
 NM1887  ______________________________________________________________________
 NM1887  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 NM1887  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 NM1887  HORZ ORDER      -  THIRD
 NM1887
 NM1887.The horizontal coordinates were established by classical geodetic methods
 NM1887.and adjusted by the National Geodetic Survey in January 1998.
 NM1887
 NM1887.The orthometric height was scaled from a topographic map.
 NM1887
 NM1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1887.GEOID18 height accuracy estimate available here.
 NM1887
 NM1887.Click photographs - Photos may exist for this station.
 NM1887
 NM1887.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1887
 NM1887. The following values were computed from the NAD 83(1996) position.
 NM1887
 NM1887;                    North         East     Units Scale Factor Converg.
 NM1887;SPC SD S     -    67,336.293   815,472.985   MT  0.99998302   +1 49 14.1
 NM1887;SPC SD S     -   220,919.15  2,675,430.95   sFT  0.99998302   +1 49 14.1
 NM1887;UTM  14      - 4,751,497.099   606,588.725   MT  0.99973977   +0 53 20.7
 NM1887
 NM1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1887!SPC SD S     -   0.99993910  x   0.99998302  =   0.99992212
 NM1887!UTM  14      -   0.99993910  x   0.99973977  =   0.99967889
 NM1887
 NM1887:                Primary Azimuth Mark                     Grid Az
 NM1887:SPC SD S     -  TT 57 PB                                 154 29 11.0
 NM1887:UTM  14      -  TT 57 PB                                 155 25 04.4
 NM1887
 NM1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0658851497(NAD 83)
 NM1887
 NM1887|---------------------------------------------------------------------|
 NM1887| PID    Reference Object                     Distance      Geod. Az  |
 NM1887|                                                           dddmmss.s |
 NM1887| CO4666 TABOR AZ MK                                        0881132.0 |
 NM1887| NM1886 TT 57 PB                            APPROX. 4.0 KM 1561825.1 |
 NM1887| CO4667 TABOR RM 1                           22.190 METERS 17447     |
 NM1887| NM1455 L 317                                27.921 METERS 27756     |
 NM1887|---------------------------------------------------------------------|
 NM1887
 NM1887                          SUPERSEDED SURVEY CONTROL
 NM1887
 NM1887  NAD 83(1995)-  42 54 31.12354(N)    097 41 39.25742(W) AD(       ) 3
 NM1887  NAD 83(1986)-  42 54 31.13348(N)    097 41 39.25201(W) AD(       ) 3
 NM1887  NAD 27      -  42 54 31.13800(N)    097 41 38.02000(W) AD(       ) 3
 NM1887
 NM1887.Superseded values are not recommended for survey control.
 NM1887
 NM1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1887.See file dsdata.pdf to determine how the superseded data were derived.
 NM1887
 NM1887_MARKER: DS = TRIANGULATION STATION DISK
 NM1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1887_STAMPING: TABOR 1948
 NM1887_MARK LOGO: CGS
 NM1887_PROJECTION: FLUSH
 NM1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1887+STABILITY: SURFACE MOTION
 NM1887
 NM1887  HISTORY     - Date     Condition        Report By
 NM1887  HISTORY     - 1948     MONUMENTED       CGS
 NM1887  HISTORY     - 1953     SEE DESCRIPTION  SDDT
 NM1887  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1887
 NM1887                          STATION DESCRIPTION
 NM1887
 NM1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1887'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF TABOR, IN
 NM1887'THE NORTHEAST CORNER OF A CROSSROADS.  IT IS 40 FEET NORTH OF
 NM1887'THE CENTERLINE OF A GRAVELED ROAD, AND 85 FEET EAST OF THE
 NM1887'CENTERLINE OF A NORTH-SOUTH ROAD.  THE MARK IS FLUSH WITH THE
 NM1887'SURFACE OF THE GROUND AND THE DISK IS STAMPED TABOR 1948.
 NM1887'
 NM1887'REFERENCE MARK NO. 1 IS 72.80 FEET SOUTH OF THE STATION, 67
 NM1887'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 34 FEET
 NM1887'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MARK PROJECTS
 NM1887'2 INCHES AND THE DISK IS STAMPED TABOR NO 1 1948.
 NM1887'
 NM1887'L 317 BENCH MARK (REFERENCE MARK NO. 2) IS 91.60 FEET (TRAVERSE
 NM1887'DISTANCE) WEST-NORTHWEST OF THE STATION, 29 FEET WEST OF THE
 NM1887'CENTERLINE OF A NORTH-SOUTH ROAD, 17 FEET NORTH OF A FENCE
 NM1887'CORNER, 1 FOOT EAST OF THE FENCE AND 1 FOOT SOUTH OF A WITNESS
 NM1887'POST.  THE MARK IS A STANDARD U.S. C. AND G.S. BENCH MARK SET
 NM1887'IN A 6 INCH SQUARE CONCRETE POST.  THE MARK IS FLUSH WITH THE
 NM1887'SURFACE OF THE GROUND AND THE DISK IS STAMPED L 317.
 NM1887'
 NM1887'AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, IN A
 NM1887'NORTH-SOUTH FENCE LINE 59 FEET NORTH OF THE CENTERLINE OF A
 NM1887'GRAVELED ROAD AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK
 NM1887'PROJECTS 4 INCHES AND THE DISK IS STAMPED TABOR 1948.
 NM1887'
 NM1887'TO REACH FROM THE RAILROAD CROSSING AT THE EAST EDGE OF TABOR,
 NM1887'GO SOUTH ON HIGHWAY 50 2.3 MILES TO WHERE THE HIGHWAY TURNS
 NM1887'EAST (LEFT), CONTINUE STRAIGHT AHEAD 0.2 MILE TO CROSSROADS,
 NM1887'TURN RIGHT (WEST) 1.85 MILES TO THE AZIMUTH MARK ON THE RIGHT
 NM1887'AT CORNER OF FIELD, CONTINUE ON WEST 0.2 MILE TO THE STATION IN
 NM1887'THE NORTHEAST CORNER OF CROSSROADS.
 NM1887'
 NM1887'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1887
 NM1887                          STATION RECOVERY (1953)
 NM1887
 NM1887'RECOVERY NOTE BY SD DEPT OF TRANSP 1953 (CSK)
 NM1887'STATION MARK, R.M. NO. 1 AND B.M. L 317 WERE DESTROYED DUE TO
 NM1887'HIGHWAY CONSTRUCTION.  THE AZIMUTH MARK IS INTACT.  NEW MARKS
 NM1887'R.M. NO. 3 AND B.M. L 317 RESET WERE ESTABLISHED.
 NM1887'
 NM1887'R.M. NO. 3 WAS ESTABLISHED IN THE FOLLOWING MANNER--
 NM1887'
 NM1887'AN ARC WAS STRUCK FROM B.M. L 317, USING THE DISTANCE GIVEN
 NM1887'IN THE DESCRIPTION.  A SECOND ARC WAS STRUCK FROM R.M. NO. 1.
 NM1887'AT THE INTERSECTION OF THE ARCS THE TRANSIT WAS SET, USING R.M.
 NM1887'NO. 1 AS THE FORESIGHT.  R.M. 3 WAS THEN ESTABLISHED ON THIS
 NM1887'LINE 47.74 FEET IN A SOUTHERLY DIRECTION FROM R.M. NO. 1.
 NM1887'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED TABOR
 NM1887'NO. 3 1948.
 NM1887'
 NM1887'B.M. L 317 RESET WAS THEN MOVED IN A NORTHERLY DIRECTION 67.30
 NM1887'FEET FROM ITS ORIGINAL POSITION.  THE DISTANCE FROM THE NEW
 NM1887'POSITION TO THE INTERSECTION OF THE ARCS DESCRIBED IN THE ABOVE
 NM1887'PARAGRAPH IS 122.80 FEET.  THE MARK IS A STANDARD DISK STAMPED L
 NM1887'317 RESET 1953.
 NM1887
 NM1887                          STATION RECOVERY (1974)
 NM1887
 NM1887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 NM1887'THE STATION MARK WAS NOT FOUND.  THE AZIMUTH MARK WAS NOT FOUND.
 NM1887'
 NM1887'R.M. 3 RESET AND B.M. L 317 RESET WERE FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1888 ***********************************************************************
 NM1888  DESIGNATION -  TABOR CHURCH SPIRE
 NM1888  PID         -  NM1888
 NM1888  STATE/COUNTY-  SD/BON HOMME
 NM1888  COUNTRY     -  US
 NM1888  USGS QUAD   -  TABOR (2017)
 NM1888
 NM1888                         *CURRENT SURVEY CONTROL
 NM1888  ______________________________________________________________________
 NM1888* NAD 83(1996) POSITION- 42 57 01.19692(N) 097 39 30.42823(W)   ADJUSTED
 NM1888  ______________________________________________________________________
 NM1888  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 NM1888  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 NM1888  HORZ ORDER      -  THIRD
 NM1888
 NM1888.The horizontal coordinates were established by classical geodetic methods
 NM1888.and adjusted by the National Geodetic Survey in January 1998.
 NM1888
 NM1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1888.GEOID18 height accuracy estimate available here.
 NM1888
 NM1888.Click photographs - Photos may exist for this station.
 NM1888
 NM1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1888
 NM1888. The following values were computed from the NAD 83(1996) position.
 NM1888
 NM1888;                    North         East     Units Scale Factor Converg.
 NM1888;SPC SD S     -    72,058.334   818,244.656   MT  0.99997435   +1 50 43.0
 NM1888;SPC SD S     -   236,411.38  2,684,524.34   sFT  0.99997435   +1 50 43.0
 NM1888;UTM  14      - 4,756,172.367   609,436.109   MT  0.99974733   +0 54 51.0
 NM1888
 NM1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0943656172(NAD 83)
 NM1888
 NM1888                          SUPERSEDED SURVEY CONTROL
 NM1888
 NM1888  NAD 83(1995)-  42 57 01.19775(N)    097 39 30.42798(W) AD(       ) 3
 NM1888  NAD 83(1986)-  42 57 01.20703(N)    097 39 30.42279(W) AD(       ) 3
 NM1888  NAD 27      -  42 57 01.21300(N)    097 39 29.20100(W) AD(       ) 3
 NM1888  USSD        -  42 57 01.40000(N)    097 39 29.50800(W) AD(       ) 3
 NM1888
 NM1888.Superseded values are not recommended for survey control.
 NM1888
 NM1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1888.See file dsdata.pdf to determine how the superseded data were derived.
 NM1888
 NM1888_MARKER: 90 = CHURCH SPIRE
 NM1888
 NM1888  HISTORY     - Date     Condition        Report By
 NM1888  HISTORY     - 1901     FIRST OBSERVED   CGS
 NM1888  HISTORY     - 1935     GOOD             CGS
 NM1888  HISTORY     - 1948     GOOD             CGS
 NM1888
 NM1888                          STATION DESCRIPTION
 NM1888
 NM1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1888'ST. WENGESLAUS CHURCH, ERECTED IN 1898, IS STILL STANDING.
 NM1888
 NM1888                          STATION RECOVERY (1948)
 NM1888
 NM1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1888'THE STATION IS LOCATED IN THE TOWN OF TABOR.  THE BUILDING IS
 NM1888'CONSTRUCTED OF BRICK, 140 FEET LONG, 120 FEET HIGH AND 45 FEET
 NM1888'WIDE.
 NM1888'
 NM1888'THE POINT INTERSECTED WAS THE CROSS ATOP THE STEEPLE.
 NM1888'
 NM1888'TO REACH FROM THE POST OFFICE IN TABOR, GO NORTH ON MAIN STREET
 NM1888'0.1 MILE TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0873 ***********************************************************************
 OR0873  DESIGNATION -  TAFT
 OR0873  PID         -  OR0873
 OR0873  STATE/COUNTY-  SD/BRULE
 OR0873  COUNTRY     -  US
 OR0873  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0873
 OR0873                         *CURRENT SURVEY CONTROL
 OR0873  ______________________________________________________________________
 OR0873* NAD 83(1996) POSITION- 43 46 26.50212(N) 099 21 21.30579(W)   ADJUSTED
 OR0873* NAVD 88 ORTHO HEIGHT -   534.3   (meters)     1753.    (feet) VERTCON3
 OR0873  ______________________________________________________________________
 OR0873  GEOID HEIGHT    -        -25.677 (meters)                     GEOID18
 OR0873  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 OR0873  HORZ ORDER      -  FIRST
 OR0873
 OR0873.The horizontal coordinates were established by classical geodetic methods
 OR0873.and adjusted by the National Geodetic Survey in January 1998.
 OR0873
 OR0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0873
 OR0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0873.GEOID18 height accuracy estimate available here.
 OR0873
 OR0873.Click photographs - Photos may exist for this station.
 OR0873
 OR0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0873
 OR0873. The following values were computed from the NAD 83(1996) position.
 OR0873
 OR0873;                    North         East     Units Scale Factor Converg.
 OR0873;SPC SD S     -   160,512.230   678,682.810   MT  0.99991055   +0 40 27.4
 OR0873;SPC SD S     -   526,613.87  2,226,645.19   sFT  0.99991055   +0 40 27.4
 OR0873;UTM  14      - 4,846,836.716   471,356.481   MT  0.99961009   -0 14 46.4
 OR0873
 OR0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0873!SPC SD S     -   0.99992024  x   0.99991055  =   0.99983080
 OR0873!UTM  14      -   0.99992024  x   0.99961009  =   0.99953036
 OR0873
 OR0873:                Primary Azimuth Mark                     Grid Az
 OR0873:SPC SD S     -  TAFT AZ MK                               171 25 36.8
 OR0873:UTM  14      -  TAFT AZ MK                               172 20 50.6
 OR0873
 OR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7135646836(NAD 83)
 OR0873
 OR0873|---------------------------------------------------------------------|
 OR0873| PID    Reference Object                     Distance      Geod. Az  |
 OR0873|                                                           dddmmss.s |
 OR0873| OR0870 CHAMBERLAIN ST JAMES CATH CH        APPROX. 4.2 KM 0262855.1 |
 OR0873| OR0871 CHAMBERLAIN INDEP SCH DIST STK      APPROX. 4.1 KM 0293153.8 |
 OR0873| CO4669 TAFT RM                             319.166 METERS 05717     |
 OR0873| OR0874 T104N R71W SECS 28 29 32 33         262.732 METERS 09139     |
 OR0873| CO4671 TAFT RM 3                            12.424 METERS 11736     |
 OR0873| CO4668 TAFT AZ MK                                         1720604.2 |
 OR0873| CO4670 TAFT RM 2                            31.555 METERS 25959     |
 OR0873|---------------------------------------------------------------------|
 OR0873
 OR0873                          SUPERSEDED SURVEY CONTROL
 OR0873
 OR0873  NAD 83(1986)-  43 46 26.50121(N)    099 21 21.31280(W) AD(       ) 1
 OR0873  NAD 27      -  43 46 26.52100(N)    099 21 19.96100(W) AD(       ) 1
 OR0873  NGVD 29 (07/19/86)  534.0    (m)         1752.     (f) VERT ANG       
 OR0873
 OR0873.Superseded values are not recommended for survey control.
 OR0873
 OR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0873.See file dsdata.pdf to determine how the superseded data were derived.
 OR0873
 OR0873_MARKER: DS = TRIANGULATION STATION DISK
 OR0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0873_STAMPING: TAFT 1924
 OR0873_MARK LOGO: CGS
 OR0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0873+STABILITY: SURFACE MOTION
 OR0873
 OR0873  HISTORY     - Date     Condition        Report By
 OR0873  HISTORY     - 1924     MONUMENTED       CGS
 OR0873  HISTORY     - 1934     GOOD             CGS
 OR0873  HISTORY     - 1935     GOOD             CGS
 OR0873  HISTORY     - 1938     GOOD             CGS
 OR0873  HISTORY     - 1948     GOOD             CGS
 OR0873  HISTORY     - 1962     GOOD             CGS
 OR0873
 OR0873                          STATION DESCRIPTION
 OR0873
 OR0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0873'STATION IS LOCATED ABOUT 2-1/4 MILES S AND 2-1/4 MILES W OF
 OR0873'CHAMBERLAIN, IN THE SE CORNER OF THE SECTION.  THE LAND IS
 OR0873'OWNED BY E.B. TAFT, PROPRIETOR OF THE TAFT HOTEL IN CHAMBERLAIN.
 OR0873'THE REFERENCE MARK IS ABOUT 300 METERS (984 FEET) NE OF THE
 OR0873'STATION.
 OR0873'
 OR0873'HEIGHT OF TRIPOD AT TAFT FROM CUT, PUKWANA AND GOOSE IS 1.10
 OR0873'METERS (3.61 FEET).  HEIGHT OF TRIPOD AT TAFT WHEN SIGHTING
 OR0873'TO ALL OTHER STATIONS IS 3.15 METERS (10.3 FEET).  A NEW TRIPOD
 OR0873'WAS SET BEFORE TAFT WAS OCCUPIED.
 OR0873'
 OR0873'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0873'DISKS SET IN CONCRETE.
 OR0873
 OR0873                          STATION RECOVERY (1934)
 OR0873
 OR0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0873'STATION IS LOCATED ABOUT 2-1/2 MILES SW OF CHAMBERLAIN, SOUTH
 OR0873'DAKOTA, IN BRULE COUNTY, 1050 FEET W OF SE CORNER OF SEC. 29,
 OR0873'T 104 N, R 71 W, 18 FEET N OF E-W SECTION-LINE FENCE.
 OR0873'
 OR0873'REFERENCE MARK 1924 IS 510 FEET N OF SECTION CORNER IN N-S
 OR0873'SECTION FENCE LINE (DISTANCE 1047.13 FEET).  REFERENCE MARK
 OR0873'NO. 2 IS 3 FEET N OF E-W SECTION-LINE FENCE (DISTANCE 103.53
 OR0873'FEET OR 31.555 METERS).
 OR0873'
 OR0873'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 OR0873'DESCRIBED.
 OR0873'
 OR0873'TO REACH AZIMUTH MARK FROM SECTION CORNER, GO S ON GRADED
 OR0873'DIRT ROAD 1.4 MILES.  MARK IS NNW 200 YARDS FROM WHITE HOUSE
 OR0873'ON E SIDE OF ROAD, 24 FEET W OF CENTER LINE OF ROAD, IN FENCE
 OR0873'LINE.
 OR0873'
 OR0873'TO REACH FROM TAFT HOTEL IN CHAMBERLAIN, TAKE HIGHWAY 16 SE
 OR0873'FOR 2.8 MILES, TURN RIGHT (W) AT CROSSROADS WHERE HIGHWAY 16
 OR0873'TURNS E, PROCEED (W) ON GRADED DIRT ROAD FOR 2.0 MILES TO POINT
 OR0873'WHERE MAIN ROAD TURNS (S), THERE PROCEED (W) THROUGH GATE AND
 OR0873'FOLLOW (N) SIDE OF SECTION-LINE FENCE FOR 0.2 MILE TO HIGHEST
 OR0873'GROUND AND STATION.  MARK IS 18 FEET N OF E-W SECTION-LINE
 OR0873'FENCE ON PROPERTY OWNED BY THE FEDERAL LAND BANK OF OMAHA.
 OR0873
 OR0873                          STATION RECOVERY (1935)
 OR0873
 OR0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0873'STATION IS ABOUT 862 FEET W OF SE CORNER OF SEC. 29, T 104 N,
 OR0873'R 71 W, AND 19-1/2 FEET N OF SECTION-LINE FENCE.  REFERENCE
 OR0873'MARK (1924) IS ABOUT 590 FEET N OF SECTION CORNER, AT FENCE
 OR0873'LINE ON W SIDE OF TRAIL, AND 1046.3 FEET NE OF STATION.  REFERENCE
 OR0873'MARK NO. 2 IS AS DESCRIBED.  AZIMUTH MARK IS AS DESCRIBED, AND
 OR0873'IS BESIDE THE FOURTH FENCE POST S OF A TELEPHONE POLE.
 OR0873
 OR0873                          STATION RECOVERY (1938)
 OR0873
 OR0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OR0873'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OR0873'
 OR0873'IT IS LOCATED 2-1/2 MILES SW OF CHAMBERLAIN, S.D. IN BRULE
 OR0873'COUNTY.  1050 FEET WEST OF SE CORNER OF SEC. 29, T 104 N, R 71 W
 OR0873'(GLO MARK).  IT IS 18 FEET NORTH OF THE E-W SECTION LINE FENCE.
 OR0873'TO REACH FROM TAFT HOTEL IN CHAMBERLAIN, TAKE ROUTE 16 SE FOR
 OR0873'2.8 MILES, TURN RIGHT, W, ON GRADED DIRT ROAD FOR 2 MILES
 OR0873'TO POINT WHERE MAIN ROAD TURNS S, THEN PROCEED WEST THROUGH
 OR0873'GATE AND FOLLOW ALONG FENCE FOR 0.2 MILE TO HIGHEST GROUND AND
 OR0873'STATION.
 OR0873'
 OR0873'TO REACH AZIMUTH MARK FROM GLO SECTION CORNER, GO SOUTH ON
 OR0873'GRADED DIRT ROAD 1.4 MILES.  MARK IS ABOUT 220 YARDS NNW OF
 OR0873'WHITE HOUSE ON EAST SIDE OF ROAD, ALONG THE FENCE LINE.  DUE TO
 OR0873'ROAD IMPROVEMENTS, IT HAD RECENTLY BEEN MOVED 56 FEET ON LINE
 OR0873'TOWARD THE STATION.
 OR0873
 OR0873                          STATION RECOVERY (1948)
 OR0873
 OR0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0873'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS FOUND TO BE IN
 OR0873'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS DESTROYED DUE
 OR0873'TO WIDENING OF THE ROAD.  REFERENCE MARK 1924 WAS USED AS THE
 OR0873'AZIMUTH AND A NEW REFERENCE MARK NO. 3 WAS SET.  A NEW DESCRIPTION
 OR0873'FOLLOWS.
 OR0873'
 OR0873'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF CHAMBERLAIN,
 OR0873'0.2 MILE WEST OF THE SECTION LINE CORNER AND 20 FEET NORTH OF AN
 OR0873'EAST-WEST FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 OR0873'STAMPED TAFT 1924.
 OR0873'
 OR0873'R.M. NO. 2 IS 103.53 FEET WEST-SOUTHWEST OF THE STATION AND
 OR0873'1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 OR0873'DISK IS STAMPED TAFT NO 2 1934.
 OR0873'
 OR0873'R.M. NO. 3 IS 40.76 FEET SOUTHEAST OF THE STATION AND 1 FOOT
 OR0873'NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 OR0873'IS STAMPED TAFT NO 3 1948.
 OR0873'
 OR0873'R.M. (1924) (AZIMUTH) IS 0.2 MILE NORTHEAST OF THE STATION, 0.1
 OR0873'MILE NORTH OF THE SECTION LINE CORNER AND 1 FOOT WEST OF THE
 OR0873'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED TAFT
 OR0873'1924.
 OR0873'
 OR0873'TO REACH FROM THE TAFT HOTEL IN CHAMBERLAIN, GO SOUTHEAST ON
 OR0873'HIGHWAY 16, 2.8 MILES TO WHERE HIGHWAY TURNS LEFT, TURN RIGHT
 OR0873'(WEST) ON DIRT ROAD 2.0 MILES TO WHERE MAIN ROAD TURNS LEFT,
 OR0873'CONTINUE WEST 0.2 MILE, THROUGH GATE AND ALONG FENCE TO STATION
 OR0873'AT TOP OF HILL.
 OR0873'
 OR0873'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 OR0873
 OR0873                          STATION RECOVERY (1962)
 OR0873
 OR0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 OR0873'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OR0873'THE 1948 DESCRIPTION BY M.E.W. IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0381 ***********************************************************************
 QQ0381  DESIGNATION -  TAHANA
 QQ0381  PID         -  QQ0381
 QQ0381  STATE/COUNTY-  SD/ROBERTS
 QQ0381  COUNTRY     -  US
 QQ0381  USGS QUAD   -  DRYWOOD LAKES (2017)
 QQ0381
 QQ0381                         *CURRENT SURVEY CONTROL
 QQ0381  ______________________________________________________________________
 QQ0381* NAD 83(1996) POSITION- 45 32 38.25086(N) 097 11 09.28243(W)   ADJUSTED
 QQ0381* NAVD 88 ORTHO HEIGHT -   627.    (meters)     2057.    (feet) SCALED
 QQ0381  ______________________________________________________________________
 QQ0381  GEOID HEIGHT    -        -25.347 (meters)                     GEOID18
 QQ0381  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 QQ0381  HORZ ORDER      -  SECOND
 QQ0381
 QQ0381.The horizontal coordinates were established by classical geodetic methods
 QQ0381.and adjusted by the National Geodetic Survey in January 1998.
 QQ0381
 QQ0381.The orthometric height was scaled from a topographic map.
 QQ0381
 QQ0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0381.GEOID18 height accuracy estimate available here.
 QQ0381
 QQ0381.Click photographs - Photos may exist for this station.
 QQ0381
 QQ0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0381
 QQ0381. The following values were computed from the NAD 83(1996) position.
 QQ0381
 QQ0381;                    North         East     Units Scale Factor Converg.
 QQ0381;SPC SD N     -   193,912.859   819,722.959   MT  0.99997608   +1 59 29.9
 QQ0381;SPC SD N     -   636,195.77  2,689,374.41   sFT  0.99997608   +1 59 29.9
 QQ0381;UTM  14      - 5,044,980.732   641,618.164   MT  0.99984658   +1 17 42.3
 QQ0381
 QQ0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0381!SPC SD N     -   0.99990564  x   0.99997608  =   0.99988172
 QQ0381!UTM  14      -   0.99990564  x   0.99984658  =   0.99975223
 QQ0381
 QQ0381:                Primary Azimuth Mark                     Grid Az
 QQ0381:SPC SD N     -  TAHANA AZ MK                             272 49 35.9
 QQ0381:UTM  14      -  TAHANA AZ MK                             273 31 23.5
 QQ0381
 QQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4161844980(NAD 83)
 QQ0381
 QQ0381|---------------------------------------------------------------------|
 QQ0381| PID    Reference Object                     Distance      Geod. Az  |
 QQ0381|                                                           dddmmss.s |
 QQ0381| QQ0380 BETHEL LUTHERAN CHURCH SPIRE        APPROX. 4.0 KM 0892049.3 |
 QQ0381| CO6257 TAHANA RM 1                          10.876 METERS 18203     |
 QQ0381| CO6258 TAHANA RM 2                           9.973 METERS 26833     |
 QQ0381| CO6256 TAHANA AZ MK                                       2744905.8 |
 QQ0381|---------------------------------------------------------------------|
 QQ0381
 QQ0381                          SUPERSEDED SURVEY CONTROL
 QQ0381
 QQ0381  NAD 83(1986)-  45 32 38.25112(N)    097 11 09.27044(W) AD(       ) 2
 QQ0381  NAD 27      -  45 32 38.39778(N)    097 11 07.96407(W) AD(       ) 2
 QQ0381
 QQ0381.Superseded values are not recommended for survey control.
 QQ0381
 QQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0381.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0381
 QQ0381_MARKER: DS = TRIANGULATION STATION DISK
 QQ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0381_STAMPING: TAHANA 1952
 QQ0381_MARK LOGO: CGS
 QQ0381_PROJECTION: FLUSH
 QQ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0381+STABILITY: SURFACE MOTION
 QQ0381
 QQ0381  HISTORY     - Date     Condition        Report By
 QQ0381  HISTORY     - 1952     MONUMENTED       CGS
 QQ0381
 QQ0381                          STATION DESCRIPTION
 QQ0381
 QQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0381'THE STATION IS ABOUT 10 MILES SOUTHWEST OF SISSETON, 8 MILES WEST
 QQ0381'OF U.S. HIGHWAY 81, AND 1 MILE SOUTH OF TAHANA LAKE, IN SECTION 8,
 QQ0381'T 124 N, R 52 W, ON ROAD RIGHT-OF-WAY, 65 FEET SOUTH OF THE CENTER
 QQ0381'OF A GRAVELED ROAD, 30 FEET WEST OF THE CENTER OF A TRACK ROAD,
 QQ0381'AND 12 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QQ0381'
 QQ0381'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 QQ0381'U.S. HIGHWAY 81 AT THE SOUTHEAST EDGE OF SISSETON, GO SOUTH ON
 QQ0381'HIGHWAY 81 FOR 8.7 MILES TO A CROSS ROAD, TURN RIGHT AND GO WEST
 QQ0381'ON GRAVELED ROAD FOR 5.45 MILES TO A CROSS ROAD AND A STORE ON
 QQ0381'THE LEFT, CONTINUE WEST FOR 3.2 MILES TO A CROSS ROAD AND THE
 QQ0381'STATION ON THE LEFT, CONTINUE WEST FOR 0.3 MILE TO THE AZIMUTH
 QQ0381'MARK ON THE RIGHT.
 QQ0381'
 QQ0381'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 QQ0381'STAMPED TAHANA 1952.
 QQ0381'
 QQ0381'REFERENCE MARK 1 IS 30 FEET WEST OF THE CENTER OF A TRACK
 QQ0381'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QQ0381'TAHANA NO 1 1952.
 QQ0381'
 QQ0381'REFERENCE MARK 2 IS 62 FEET WEST OF THE CENTER OF A TRACK
 QQ0381'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 QQ0381'TAHANA NO 2 1952.
 QQ0381'
 QQ0381'THE AZIMUTH MARK IS 81 FEET NORTH OF THE CENTER OF A GRAVELED
 QQ0381'ROAD AND 8 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST.  THE
 QQ0381'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED TAHANA 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0253 ***********************************************************************
 OS0253  DESIGNATION -  TAM
 OS0253  PID         -  OS0253
 OS0253  STATE/COUNTY-  SD/JACKSON
 OS0253  COUNTRY     -  US
 OS0253  USGS QUAD   -  STAMFORD SW (2017)
 OS0253
 OS0253                         *CURRENT SURVEY CONTROL
 OS0253  ______________________________________________________________________
 OS0253* NAD 83(1996) POSITION- 43 51 56.77327(N) 101 10 00.91829(W)   ADJUSTED
 OS0253* NAVD 88 ORTHO HEIGHT -   716.320 (meters)     2350.13  (feet) ADJUSTED
 OS0253  ______________________________________________________________________
 OS0253  GEOID HEIGHT    -        -22.904 (meters)                     GEOID18
 OS0253  LAPLACE CORR    -         -8.31  (seconds)                    DEFLEC18
 OS0253  DYNAMIC HEIGHT  -        716.084 (meters)     2349.35  (feet) COMP
 OS0253  MODELED GRAVITY -    980,266.8   (mgal)                       NAVD 88
 OS0253
 OS0253  HORZ ORDER      -  FIRST
 OS0253  VERT ORDER      -  FIRST     CLASS II
 OS0253
 OS0253.The horizontal coordinates were established by classical geodetic methods
 OS0253.and adjusted by the National Geodetic Survey in January 1998.
 OS0253
 OS0253.The orthometric height was determined by differential leveling and
 OS0253.adjusted by the NATIONAL GEODETIC SURVEY
 OS0253.in June 1991.
 OS0253
 OS0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0253.GEOID18 height accuracy estimate available here.
 OS0253
 OS0253.Click photographs - Photos may exist for this station.
 OS0253
 OS0253.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0253
 OS0253.The dynamic height is computed by dividing the NAVD 88
 OS0253.geopotential number by the normal gravity value computed on the
 OS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0253.degrees latitude (g = 980.6199 gals.).
 OS0253
 OS0253.The modeled gravity was interpolated from observed gravity values.
 OS0253
 OS0253. The following values were computed from the NAD 83(1996) position.
 OS0253
 OS0253;                    North         East     Units Scale Factor Converg.
 OS0253;SPC SD S     -   170,577.936   532,997.240   MT  0.99991617   -0 34 30.2
 OS0253;SPC SD S     -   559,637.78  1,748,675.11   sFT  0.99991617   -0 34 30.2
 OS0253;UTM  14      - 4,859,246.714   325,876.069   MT  0.99997292   -1 30 07.2
 OS0253
 OS0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0253!SPC SD S     -   0.99989128  x   0.99991617  =   0.99980746
 OS0253!UTM  14      -   0.99989128  x   0.99997292  =   0.99986420
 OS0253
 OS0253:                Primary Azimuth Mark                     Grid Az
 OS0253:SPC SD S     -  TAM AZ MK                                102 09 17.0
 OS0253:UTM  14      -  TAM AZ MK                                103 04 54.0
 OS0253
 OS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2587659246(NAD 83)
 OS0253
 OS0253|---------------------------------------------------------------------|
 OS0253| PID    Reference Object                     Distance      Geod. Az  |
 OS0253|                                                           dddmmss.s |
 OS0253| OS0251 TAM RM 1                             18.943 METERS 07736     |
 OS0253| OS0250 TAM AZ MK                                          1013446.8 |
 OS0253| OS0252 TAM RM 2                             18.102 METERS 16605     |
 OS0253| OS0742 BELVIDERE MUNICIPAL TANK            APPROX. 9.2 KM 2453236.3 |
 OS0253|---------------------------------------------------------------------|
 OS0253
 OS0253                          SUPERSEDED SURVEY CONTROL
 OS0253
 OS0253  NAD 83(1986)-  43 51 56.76732(N)    101 10 00.92349(W) AD(       ) 1
 OS0253  NAD 27      -  43 51 56.79180(N)    101 09 59.41330(W) AD(       ) 1
 OS0253  NGVD 29 (??/??/92)  715.847  (m)         2348.57   (f) ADJ UNCH    1 2
 OS0253  NGVD 29             715.85   (m)         2348.6    (f) LEVELING    3  
 OS0253
 OS0253.Superseded values are not recommended for survey control.
 OS0253
 OS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0253.See file dsdata.pdf to determine how the superseded data were derived.
 OS0253
 OS0253_MARKER: DS = TRIANGULATION STATION DISK
 OS0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0253_STAMPING: TAM 1936
 OS0253_MARK LOGO: CGS
 OS0253_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0253+STABILITY: SURFACE MOTION
 OS0253
 OS0253  HISTORY     - Date     Condition        Report By
 OS0253  HISTORY     - 1936     MONUMENTED       CGS
 OS0253  HISTORY     - 1962     GOOD             CGS
 OS0253
 OS0253                          STATION DESCRIPTION
 OS0253
 OS0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0253'STATION IS ABOUT 7 MILES WEST OF STAMFORD, 6 MILES NORTHEAST
 OS0253'OF BELVIDERE, 0.9 MILE EAST OF U.S. HIGHWAY 16, ON SOUTH
 OS0253'SIDE OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 OS0253'100 YARDS NORTH OF GRADED SECTION-LINE ROAD, ON RAILROAD
 OS0253'PROPERTY.
 OS0253'
 OS0253'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 16 AND STATE
 OS0253'HIGHWAY 40 (0.5 MILE EAST OF BELVIDERE) BY GOING EAST AND
 OS0253'NORTH ON U.S. 16 FOR 5.0 MILES, TURN EAST ON DIRT SECTION-LINE
 OS0253'ROAD, GO 0.9 MILE, TURN LEFT (NORTH) ACROSS PASTURE FOR ABOUT
 OS0253'100 YARDS TO STATION, 14 PACES SOUTH OF SOUTH RAIL OF RAILROAD
 OS0253'TRACK, 25 FEET SOUTHWEST OF TELEPHONE POLE.  MARK PROJECTS
 OS0253'ABOUT 4 INCHES.
 OS0253'
 OS0253'REFERENCE MARK NO. 1 IS EAST OF STATION, 11 PACES SOUTH OF
 OS0253'SOUTH RAIL OF RAILROAD TRACK.  MARK PROJECTS 3 INCHES.
 OS0253'
 OS0253'REFERENCE MARK NO. 2 IS SOUTH OF STATION.  MARK PROJECTS
 OS0253'ABOUT 4 INCHES.
 OS0253'
 OS0253'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF STATION AT
 OS0253'EAST-WEST RAILROAD CROSSING, 1 FOOT NORTH EAST-WEST FENCE,
 OS0253'AT FENCE CORNER, 10 PACES SOUTH OF CENTERLINE OF EAST-WEST
 OS0253'ROAD, 13 PACES SOUTHWEST OF SOUTH RAIL OF RAILROAD TRACK.
 OS0253'MARK PROJECTS ABOUT 4 INCHES.
 OS0253'
 OS0253'ALL LINES VISIBEL FROM THE GROUND, EXCEPT TEXSAM, WHICH
 OS0253'REQUIRES 15-FOOT STAND.
 OS0253'
 OS0253'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0253'BRONZE DISKS SET IN CONCRETE.
 OS0253'
 OS0253'HEIGHT OF LIGHT ABOVE STATION MARK - 15 FEET.
 OS0253
 OS0253                          STATION RECOVERY (1962)
 OS0253
 OS0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0253'ABOUT 5.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0253'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN
 OS0253'SECTION 18, T2S, R25E, 3 POLES EAST OF MILE POST 543,
 OS0253'56 FEET SOUTH OF THE SOUTH RAIL, 25 FEET SOUTHEAST OF A
 OS0253'TELEPHONE POLE, 7 FEET SOUTH OF A FENCE, 7.5 FEET SOUTH
 OS0253'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE RAILS, AND
 OS0253'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0250 ***********************************************************************
 OS0250  DESIGNATION -  TAM AZ MK
 OS0250  PID         -  OS0250
 OS0250  STATE/COUNTY-  SD/JACKSON
 OS0250  COUNTRY     -  US
 OS0250  USGS QUAD   -  STAMFORD SW (2017)
 OS0250
 OS0250                         *CURRENT SURVEY CONTROL
 OS0250  ______________________________________________________________________
 OS0250* NAD 83(1986) POSITION- 43 51 54.     (N) 101 09 42.     (W)   SCALED
 OS0250* NAVD 88 ORTHO HEIGHT -   714.169 (meters)     2343.07  (feet) ADJUSTED
 OS0250  ______________________________________________________________________
 OS0250  GEOID HEIGHT    -        -22.922 (meters)                     GEOID18
 OS0250  DYNAMIC HEIGHT  -        713.933 (meters)     2342.30  (feet) COMP
 OS0250  MODELED GRAVITY -    980,265.3   (mgal)                       NAVD 88
 OS0250
 OS0250  VERT ORDER      -  FIRST     CLASS II
 OS0250
 OS0250.The horizontal coordinates were scaled from a map and have
 OS0250.an estimated accuracy of +/- 6 seconds.
 OS0250
 OS0250.The orthometric height was determined by differential leveling and
 OS0250.adjusted by the NATIONAL GEODETIC SURVEY
 OS0250.in June 1991.
 OS0250
 OS0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0250.GEOID18 height accuracy estimate available here.
 OS0250
 OS0250.Click photographs - Photos may exist for this station.
 OS0250
 OS0250.The dynamic height is computed by dividing the NAVD 88
 OS0250.geopotential number by the normal gravity value computed on the
 OS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0250.degrees latitude (g = 980.6199 gals.).
 OS0250
 OS0250.The modeled gravity was interpolated from observed gravity values.
 OS0250
 OS0250;                    North         East    Units  Estimated Accuracy
 OS0250;SPC SD S     -   170,490.      533,420.      MT  (+/- 180 meters Scaled)
 OS0250
 OS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP262591(NAD 83)
 OS0250
 OS0250                          SUPERSEDED SURVEY CONTROL
 OS0250
 OS0250  NGVD 29 (??/??/92)  713.695  (m)         2341.51   (f) ADJ UNCH    1 2
 OS0250
 OS0250.Superseded values are not recommended for survey control.
 OS0250
 OS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0250.See file dsdata.pdf to determine how the superseded data were derived.
 OS0250
 OS0250_MARKER: DZ = AZIMUTH MARK DISK
 OS0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0250_STAMPING: TAM 1936
 OS0250_MARK LOGO: CGS
 OS0250_PROJECTION: FLUSH
 OS0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0250+STABILITY: SURFACE MOTION
 OS0250
 OS0250  HISTORY     - Date     Condition        Report By
 OS0250  HISTORY     - 1936     MONUMENTED       CGS
 OS0250  HISTORY     - 1962     GOOD             CGS
 OS0250
 OS0250                          STATION DESCRIPTION
 OS0250
 OS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0250'6.2 MI E FROM BELVIDERE.
 OS0250'ABOUT 6.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0250'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0250'20, T 2 S, R 25 E, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OS0250'22 FEET SOUTH OF A POWER POLE, 1 FOOT SOUTHWEST OF A FENCE,
 OS0250'1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 OS0250'ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OS0250'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0251 ***********************************************************************
 OS0251  DESIGNATION -  TAM RM 1
 OS0251  PID         -  OS0251
 OS0251  STATE/COUNTY-  SD/JACKSON
 OS0251  COUNTRY     -  US
 OS0251  USGS QUAD   -  STAMFORD SW (2017)
 OS0251
 OS0251                         *CURRENT SURVEY CONTROL
 OS0251  ______________________________________________________________________
 OS0251* NAD 83(1986) POSITION- 43 51 56.91   (N) 101 10 00.09   (W)   HD_HELD1
 OS0251* NAVD 88 ORTHO HEIGHT -   716.007 (meters)     2349.10  (feet) ADJUSTED
 OS0251  ______________________________________________________________________
 OS0251  GEOID HEIGHT    -        -22.905 (meters)                     GEOID18
 OS0251  DYNAMIC HEIGHT  -        715.772 (meters)     2348.33  (feet) COMP
 OS0251  MODELED GRAVITY -    980,266.8   (mgal)                       NAVD 88
 OS0251
 OS0251  VERT ORDER      -  FIRST     CLASS II
 OS0251
 OS0251.The horizontal coordinates were determined by differentially corrected
 OS0251.hand held GPS observations or other comparable positioning techniques
 OS0251.and have an estimated accuracy of +/- 3 meters.
 OS0251
 OS0251.The orthometric height was determined by differential leveling and
 OS0251.adjusted by the NATIONAL GEODETIC SURVEY
 OS0251.in June 1991.
 OS0251
 OS0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0251.GEOID18 height accuracy estimate available here.
 OS0251
 OS0251.Click photographs - Photos may exist for this station.
 OS0251
 OS0251.The dynamic height is computed by dividing the NAVD 88
 OS0251.geopotential number by the normal gravity value computed on the
 OS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0251.degrees latitude (g = 980.6199 gals.).
 OS0251
 OS0251.The modeled gravity was interpolated from observed gravity values.
 OS0251
 OS0251;                    North         East    Units  Estimated Accuracy
 OS0251;SPC SD S     -   170,582.0     533,015.8     MT  (+/- 3 meters HH1 GPS) 
 OS0251
 OS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2589459250(NAD 83)
 OS0251
 OS0251                          SUPERSEDED SURVEY CONTROL
 OS0251
 OS0251  NGVD 29 (??/??/92)  715.535  (m)         2347.55   (f) ADJ UNCH    1 2
 OS0251
 OS0251.Superseded values are not recommended for survey control.
 OS0251
 OS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0251.See file dsdata.pdf to determine how the superseded data were derived.
 OS0251
 OS0251_MARKER: DR = REFERENCE MARK DISK
 OS0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0251_STAMPING: TAM NO 1 1936
 OS0251_MARK LOGO: CGS
 OS0251_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0251+STABILITY: SURFACE MOTION
 OS0251
 OS0251  HISTORY     - Date     Condition        Report By
 OS0251  HISTORY     - 1936     MONUMENTED       CGS
 OS0251  HISTORY     - 1962     GOOD             CGS
 OS0251
 OS0251                          STATION DESCRIPTION
 OS0251
 OS0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0251'5.9 MI E FROM BELVIDERE.
 OS0251'ABOUT 5.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0251'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0251'18, T 2 S, R 25 E, 3 1/2 POLES EAST OF MILE POST 543, 38 FEET
 OS0251'SOUTH OF THE SOUTH RAIL, 9 FEET NORTH OF A FENCE, 62.0 FEET
 OS0251'EAST OF TAM 1936 TRIANGULATION STATION, ABOUT 3 FEET ABOVE THE
 OS0251'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0251'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0252 ***********************************************************************
 OS0252  DESIGNATION -  TAM RM 2
 OS0252  PID         -  OS0252
 OS0252  STATE/COUNTY-  SD/JACKSON
 OS0252  COUNTRY     -  US
 OS0252  USGS QUAD   -  STAMFORD SW (2017)
 OS0252
 OS0252                         *CURRENT SURVEY CONTROL
 OS0252  ______________________________________________________________________
 OS0252* NAD 83(1986) POSITION- 43 51 56.20   (N) 101 10 00.72   (W)   HD_HELD1
 OS0252* NAVD 88 ORTHO HEIGHT -   716.136 (meters)     2349.52  (feet) ADJUSTED
 OS0252  ______________________________________________________________________
 OS0252  GEOID HEIGHT    -        -22.904 (meters)                     GEOID18
 OS0252  DYNAMIC HEIGHT  -        715.901 (meters)     2348.75  (feet) COMP
 OS0252  MODELED GRAVITY -    980,266.8   (mgal)                       NAVD 88
 OS0252
 OS0252  VERT ORDER      -  FIRST     CLASS II
 OS0252
 OS0252.The horizontal coordinates were determined by differentially corrected
 OS0252.hand held GPS observations or other comparable positioning techniques
 OS0252.and have an estimated accuracy of +/- 3 meters.
 OS0252
 OS0252.The orthometric height was determined by differential leveling and
 OS0252.adjusted by the NATIONAL GEODETIC SURVEY
 OS0252.in June 1991.
 OS0252
 OS0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0252.GEOID18 height accuracy estimate available here.
 OS0252
 OS0252.Click photographs - Photos may exist for this station.
 OS0252
 OS0252.The dynamic height is computed by dividing the NAVD 88
 OS0252.geopotential number by the normal gravity value computed on the
 OS0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0252.degrees latitude (g = 980.6199 gals.).
 OS0252
 OS0252.The modeled gravity was interpolated from observed gravity values.
 OS0252
 OS0252;                    North         East    Units  Estimated Accuracy
 OS0252;SPC SD S     -   170,560.2     533,001.5     MT  (+/- 3 meters HH1 GPS) 
 OS0252
 OS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2588059228(NAD 83)
 OS0252
 OS0252                          SUPERSEDED SURVEY CONTROL
 OS0252
 OS0252  NGVD 29 (??/??/92)  715.664  (m)         2347.97   (f) ADJ UNCH    1 2
 OS0252
 OS0252.Superseded values are not recommended for survey control.
 OS0252
 OS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0252.See file dsdata.pdf to determine how the superseded data were derived.
 OS0252
 OS0252_MARKER: DR = REFERENCE MARK DISK
 OS0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0252_STAMPING: TAM NO 2 1962
 OS0252_MARK LOGO: CGS
 OS0252_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0252+STABILITY: SURFACE MOTION
 OS0252
 OS0252  HISTORY     - Date     Condition        Report By
 OS0252  HISTORY     - 1936     MONUMENTED       CGS
 OS0252  HISTORY     - 1962     GOOD             NGS
 OS0252
 OS0252                          STATION DESCRIPTION
 OS0252
 OS0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0252'5.9 MI E FROM BELVIDERE.
 OS0252'ABOUT 5.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0252'AND PACIFIC RAILROAD, FROM THE STATION AT BELVIDERE, IN
 OS0252'SECTION 18, T 2 S, R 25 E, 3 POLES EAST OF MILE POST 543,
 OS0252'114 FEET SOUTH OF THE SOUTH RAIL, 66 1/2 FEET SOUTH OF A
 OS0252'FENCE, 59.5 FEET SOUTH OF TAM 1936 TRIANGULATION STATION,
 OS0252'67.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 OS0252'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0252'PROJECTING 6 INCHES.
 OS0252
 OS0252                          STATION RECOVERY (1962)
 OS0252
 OS0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OS0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0026 ***********************************************************************
 PU0026  DESIGNATION -  TAMA
 PU0026  PID         -  PU0026
 PU0026  STATE/COUNTY-  SD/MEADE
 PU0026  COUNTRY     -  US
 PU0026  USGS QUAD   -  WHITE OWL NW (2017)
 PU0026
 PU0026                         *CURRENT SURVEY CONTROL
 PU0026  ______________________________________________________________________
 PU0026* NAD 83(1996) POSITION- 44 44 09.34303(N) 102 28 00.03849(W)   ADJUSTED
 PU0026* NAVD 88 ORTHO HEIGHT -   849.764 (meters)     2787.93  (feet) ADJUSTED
 PU0026  ______________________________________________________________________
 PU0026  GEOID HEIGHT    -        -18.581 (meters)                     GEOID18
 PU0026  LAPLACE CORR    -         -7.60  (seconds)                    DEFLEC18
 PU0026  DYNAMIC HEIGHT  -        849.568 (meters)     2787.29  (feet) COMP
 PU0026  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 PU0026
 PU0026  HORZ ORDER      -  SECOND
 PU0026  VERT ORDER      -  SECOND    CLASS 0
 PU0026
 PU0026.The horizontal coordinates were established by classical geodetic methods
 PU0026.and adjusted by the National Geodetic Survey in January 1998.
 PU0026
 PU0026.The orthometric height was determined by differential leveling and
 PU0026.adjusted by the NATIONAL GEODETIC SURVEY
 PU0026.in June 1991.
 PU0026
 PU0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0026.GEOID18 height accuracy estimate available here.
 PU0026
 PU0026.Click photographs - Photos may exist for this station.
 PU0026
 PU0026.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0026
 PU0026.The dynamic height is computed by dividing the NAVD 88
 PU0026.geopotential number by the normal gravity value computed on the
 PU0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0026.degrees latitude (g = 980.6199 gals.).
 PU0026
 PU0026.The modeled gravity was interpolated from observed gravity values.
 PU0026
 PU0026. The following values were computed from the NAD 83(1996) position.
 PU0026
 PU0026;                    North         East     Units Scale Factor Converg.
 PU0026;SPC SD N     -   103,274.416   404,658.186   MT  0.99995417   -1 44 44.7
 PU0026;SPC SD N     -   338,826.15  1,327,616.07   sFT  0.99995417   -1 44 44.7
 PU0026;UTM  13      - 4,956,738.172   700,580.279   MT  1.00009476   +1 47 01.1
 PU0026
 PU0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0026!SPC SD N     -   0.99986969  x   0.99995417  =   0.99982387
 PU0026!UTM  13      -   0.99986969  x   1.00009476  =   0.99996444
 PU0026
 PU0026:                Primary Azimuth Mark                     Grid Az
 PU0026:SPC SD N     -  TAMA AZ MK                               210 56 49.4
 PU0026:UTM  13      -  TAMA AZ MK                               207 25 03.6
 PU0026
 PU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0058056738(NAD 83)
 PU0026
 PU0026|---------------------------------------------------------------------|
 PU0026| PID    Reference Object                     Distance      Geod. Az  |
 PU0026|                                                           dddmmss.s |
 PU0026| PU0027 TAMA RM 1                            13.922 METERS 05052     |
 PU0026| PU0025 TAMA RM 2                            13.320 METERS 13431     |
 PU0026| PU0024 TAMA AZ MK                                         2091204.7 |
 PU0026|---------------------------------------------------------------------|
 PU0026
 PU0026                          SUPERSEDED SURVEY CONTROL
 PU0026
 PU0026  NAD 83(1993)-  44 44 09.33513(N)    102 28 00.03793(W) AD(       ) 2
 PU0026  NAD 83(1986)-  44 44 09.33474(N)    102 28 00.03782(W) AD(       ) 2
 PU0026  NAD 27      -  44 44 09.37620(N)    102 27 58.43920(W) AD(       ) 2
 PU0026  NGVD 29 (??/??/92)  849.307  (m)         2786.43   (f) ADJ UNCH    2 0
 PU0026  NGVD 29             849.31   (m)         2786.4    (f) LEVELING    3  
 PU0026
 PU0026.Superseded values are not recommended for survey control.
 PU0026
 PU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0026.See file dsdata.pdf to determine how the superseded data were derived.
 PU0026
 PU0026_MARKER: DS = TRIANGULATION STATION DISK
 PU0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0026_STAMPING: TAMA 1951
 PU0026_MARK LOGO: CGS
 PU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0026+STABILITY: SURFACE MOTION
 PU0026
 PU0026  HISTORY     - Date     Condition        Report By
 PU0026  HISTORY     - 1951     MONUMENTED       CGS
 PU0026  HISTORY     - 1962     GOOD             CGS
 PU0026  HISTORY     - 1963     GOOD             CGS
 PU0026
 PU0026                          STATION DESCRIPTION
 PU0026
 PU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0026'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF ENNING, ABOUT
 PU0026'5 MILES NORTHEAST OF RED OWL, IN THE NORTHWEST 1/4 SECTION 19,
 PU0026'T 9 N, R 14 E, 0.1 MILE WEST OF A GRADED ROAD, AND 7 FEET
 PU0026'EAST OF A WITNESS POST.
 PU0026'
 PU0026'TO REACH THE STATION FROM THE POST OFFICE IN RED OWL, GO NORTH
 PU0026'ON THE GRAVELED ROAD FOR 1.7 MILES TO A FORK.  BEAR RIGHT AND
 PU0026'GO EAST FOR 4.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 PU0026'GO NORTH ON A GRADED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK
 PU0026'ON THE LEFT.  CONTINUE NORTH FOR 0.5 MILE.  TURN LEFT AND GO
 PU0026'WEST ACROSS COUNTRY FOR 0.1 MILE TO THE TOP OF A KNOLL AND
 PU0026'THE STATION.
 PU0026'
 PU0026'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU0026'TAMA 1951.
 PU0026'
 PU0026'REFERENCE MARK NO. 1 IS 47 FEET NORTH OF THE WITNESS POST.
 PU0026'IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED TAMA NO 1 1951.
 PU0026'
 PU0026'REFERENCE MARK NO. 2 IS 50 FEET EAST OF THE WITNESS POST.
 PU0026'IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED TAMA NO 2 1951.
 PU0026'
 PU0026'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE GRADED
 PU0026'ROAD AND 4 FEET EAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 PU0026'AND THE DISK IS STAMPED TAMA 1951.
 PU0026'
 PU0026'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU0026'CONCRETE CYLINDERS.
 PU0026
 PU0026                          STATION RECOVERY (1962)
 PU0026
 PU0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0026'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 PU0026'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE HORIZONTAL
 PU0026'DISTANCE TO BOTH REFERENCE MARKS WERE FOUND IN ERROR, AS
 PU0026'WAS THE HORIZONTAL DIRECTION TO REFERENCE MARK NO. 2.  A NEW
 PU0026'DESCRIPTION FOLLOWS.
 PU0026'
 PU0026'THE STATION IS 9 MILES NORTH-NORTHWEST OF WHITE OWL, 5 MILES
 PU0026'NORTHEAST OF RED OWL, AT THE CREST OF A HILL WHERE THE ROAD
 PU0026'TURNS RIGHT, IN SECTION 18, T. 9 N., R. 14 E.
 PU0026'
 PU0026'TO REACH THE STATION FROM THE POST OFFICE AT ENNING GO NORTH
 PU0026'ON A GRAVELED ROAD FOR 8.6 MILES TO RED OWL.  CONTINUE STRAIGHT
 PU0026'AHEAD AND GO NORTH ON THE GRAVELED ROAD FOR 1.6 MILES TO A
 PU0026'FORK IN THE ROAD.  TAKE THE RIGHT FORK AND GO EAST ON A
 PU0026'GRAVELED ROAD FOR 4.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 PU0026'AND GO NORTH ON A GRADED ROAD FOR 0.75 MILE TO THE AZIMUTH
 PU0026'MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD AND
 PU0026'GO NORTH ON THE GRADED ROAD FOR 0.5 MILE TO WHERE THE ROAD
 PU0026'TURNS RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 PU0026'
 PU0026'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0026'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 PU0026'TAMA 1951.  IT IS 96 FEET WEST OF THE CENTER OF A GRADED ROAD,
 PU0026'34 FEET NORTH-NORTHWEST OF A TELEPHONE POLE AND 7 FEET SOUTHEAST
 PU0026'OF A 4 X 4 WHITE WITNESS POST.
 PU0026'
 PU0026'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU0026'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 PU0026'STAMPED TAMA NO 1 1951.  IT IS 94 FEET NORTHWEST OF THE
 PU0026'CENTER OF A CURVE IN THE ROAD AND 46.2 FEET NORTHEAST OF A
 PU0026'4 X 4 WHITE WITNESS POST.
 PU0026'
 PU0026'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU0026'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 PU0026'STAMPED TAMA NO 2 1951.  IT IS 52 FEET WEST OF THE CENTER OF
 PU0026'A GRADED ROAD AND 28 FEET EAST-NORTHEAST OF A TELEPHONE POLE.
 PU0026'
 PU0026'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU0026'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 PU0026'STAMPED TAMA 1951.  IT IS 46 FEET WEST OF THE CENTER OF A
 PU0026'GRADED ROAD, 10 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 4 FEET
 PU0026'EAST OF A NORTH-SOUTH FENCE LINE AND 1.5 FEET WEST OF A METAL
 PU0026'WITNESS POST.
 PU0026
 PU0026                          STATION RECOVERY (1963)
 PU0026
 PU0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0026'6.9 MI NE FROM RED OWL.
 PU0026'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE
 PU0026'AND POST OFFICE AT RED OWL, THENCE 4.0 MILES EAST ALONG A
 PU0026'GRAVELED ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD,
 PU0026'AT THE CREST OF A HILL, IN SECTION 13, T 9 N, R 13 E, 93 FEET
 PU0026'NORTHWEST OF THE CENTER LINE OF THE ROAD, 34 FEET NORTH OF A
 PU0026'TELEPHONE POLE BRACED BY A GUY WIRE, 2.5 FEET WEST OF A METAL
 PU0026'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PU0026'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0024 ***********************************************************************
 PU0024  DESIGNATION -  TAMA AZ MK
 PU0024  PID         -  PU0024
 PU0024  STATE/COUNTY-  SD/MEADE
 PU0024  COUNTRY     -  US
 PU0024  USGS QUAD   -  WHITE OWL NW (2017)
 PU0024
 PU0024                         *CURRENT SURVEY CONTROL
 PU0024  ______________________________________________________________________
 PU0024* NAD 83(1986) POSITION- 44 43 46.     (N) 102 28 17.     (W)   SCALED
 PU0024* NAVD 88 ORTHO HEIGHT -   839.388 (meters)     2753.89  (feet) ADJUSTED
 PU0024  ______________________________________________________________________
 PU0024  GEOID HEIGHT    -        -18.569 (meters)                     GEOID18
 PU0024  DYNAMIC HEIGHT  -        839.193 (meters)     2753.25  (feet) COMP
 PU0024  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 PU0024
 PU0024  VERT ORDER      -  SECOND    CLASS 0
 PU0024
 PU0024.The horizontal coordinates were scaled from a map and have
 PU0024.an estimated accuracy of +/- 6 seconds.
 PU0024
 PU0024.The orthometric height was determined by differential leveling and
 PU0024.adjusted by the NATIONAL GEODETIC SURVEY
 PU0024.in June 1991.
 PU0024
 PU0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0024.GEOID18 height accuracy estimate available here.
 PU0024
 PU0024.Click photographs - Photos may exist for this station.
 PU0024
 PU0024.The dynamic height is computed by dividing the NAVD 88
 PU0024.geopotential number by the normal gravity value computed on the
 PU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0024.degrees latitude (g = 980.6199 gals.).
 PU0024
 PU0024.The modeled gravity was interpolated from observed gravity values.
 PU0024
 PU0024;                    North         East    Units  Estimated Accuracy
 PU0024;SPC SD N     -   102,570.      404,260.      MT  (+/- 180 meters Scaled)
 PU0024
 PU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK002560(NAD 83)
 PU0024
 PU0024                          SUPERSEDED SURVEY CONTROL
 PU0024
 PU0024  NGVD 29 (??/??/92)  838.930  (m)         2752.39   (f) ADJ UNCH    2 0
 PU0024
 PU0024.Superseded values are not recommended for survey control.
 PU0024
 PU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0024.See file dsdata.pdf to determine how the superseded data were derived.
 PU0024
 PU0024_MARKER: DZ = AZIMUTH MARK DISK
 PU0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0024_STAMPING: TAMA 1951
 PU0024_MARK LOGO: CGS
 PU0024_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0024+STABILITY: SURFACE MOTION
 PU0024
 PU0024  HISTORY     - Date     Condition        Report By
 PU0024  HISTORY     - 1951     MONUMENTED       CGS
 PU0024  HISTORY     - 1963     GOOD             CGS
 PU0024
 PU0024                          STATION DESCRIPTION
 PU0024
 PU0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0024'6.4 MI NE FROM RED OWL.
 PU0024'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0024'POST OFFICE AT RED OWL, THENCE 4.0 MILES EAST ALONG A GRAVELED
 PU0024'ROAD, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, AT A POINT
 PU0024'WHERE THE ROAD MAKES A 45 DEGREE CURVE TO THE RIGHT, IN SECTION
 PU0024'24, T 9 N, R 13 E, 45 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0024'12 FEET SOUTHEAST OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE, 1.2
 PU0024'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0024'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0027 ***********************************************************************
 PU0027  DESIGNATION -  TAMA RM 1
 PU0027  PID         -  PU0027
 PU0027  STATE/COUNTY-  SD/MEADE
 PU0027  COUNTRY     -  US
 PU0027  USGS QUAD   -  WHITE OWL NW (2017)
 PU0027
 PU0027                         *CURRENT SURVEY CONTROL
 PU0027  ______________________________________________________________________
 PU0027* NAD 83(1986) POSITION- 44 44 09.63   (N) 102 27 59.55   (W)   HD_HELD1
 PU0027* NAVD 88 ORTHO HEIGHT -   849.024 (meters)     2785.51  (feet) ADJUSTED
 PU0027  ______________________________________________________________________
 PU0027  GEOID HEIGHT    -        -18.582 (meters)                     GEOID18
 PU0027  DYNAMIC HEIGHT  -        848.828 (meters)     2784.86  (feet) COMP
 PU0027  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 PU0027
 PU0027  VERT ORDER      -  SECOND    CLASS 0
 PU0027
 PU0027.The horizontal coordinates were determined by differentially corrected
 PU0027.hand held GPS observations or other comparable positioning techniques
 PU0027.and have an estimated accuracy of +/- 3 meters.
 PU0027
 PU0027.The orthometric height was determined by differential leveling and
 PU0027.adjusted by the NATIONAL GEODETIC SURVEY
 PU0027.in June 1991.
 PU0027
 PU0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0027.GEOID18 height accuracy estimate available here.
 PU0027
 PU0027.Click photographs - Photos may exist for this station.
 PU0027
 PU0027.The dynamic height is computed by dividing the NAVD 88
 PU0027.geopotential number by the normal gravity value computed on the
 PU0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0027.degrees latitude (g = 980.6199 gals.).
 PU0027
 PU0027.The modeled gravity was interpolated from observed gravity values.
 PU0027
 PU0027;                    North         East    Units  Estimated Accuracy
 PU0027;SPC SD N     -   103,282.9     404,669.2     MT  (+/- 3 meters HH1 GPS) 
 PU0027
 PU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0059056747(NAD 83)
 PU0027
 PU0027                          SUPERSEDED SURVEY CONTROL
 PU0027
 PU0027  NGVD 29 (??/??/92)  848.567  (m)         2784.01   (f) ADJ UNCH    2 0
 PU0027
 PU0027.Superseded values are not recommended for survey control.
 PU0027
 PU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0027.See file dsdata.pdf to determine how the superseded data were derived.
 PU0027
 PU0027_MARKER: DR = REFERENCE MARK DISK
 PU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0027_STAMPING: TAMA NO 1 1951
 PU0027_MARK LOGO: CGS
 PU0027_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0027+STABILITY: SURFACE MOTION
 PU0027
 PU0027  HISTORY     - Date     Condition        Report By
 PU0027  HISTORY     - 1951     MONUMENTED       CGS
 PU0027  HISTORY     - 1963     GOOD             CGS
 PU0027
 PU0027                          STATION DESCRIPTION
 PU0027
 PU0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0027'6.9 MI NE FROM RED OWL.
 PU0027'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0027'POST OFFICE AT RED OWL, THENCE 4.0 MILES EAST ALONG A GRAVELED
 PU0027'ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, AT THE CREST
 PU0027'OF A HILL, IN SECTION 13, T 9 N, R 13 E, 87 FEET NORTHWEST
 PU0027'OF THE CENTER LINE OF THE ROAD, 45.7 FEET NORTHEAST OF TAMA
 PU0027'1951, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PU0027'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0025 ***********************************************************************
 PU0025  DESIGNATION -  TAMA RM 2
 PU0025  PID         -  PU0025
 PU0025  STATE/COUNTY-  SD/MEADE
 PU0025  COUNTRY     -  US
 PU0025  USGS QUAD   -  WHITE OWL NW (2017)
 PU0025
 PU0025                         *CURRENT SURVEY CONTROL
 PU0025  ______________________________________________________________________
 PU0025* NAD 83(1986) POSITION- 44 44 09.04   (N) 102 27 59.61   (W)   HD_HELD1
 PU0025* NAVD 88 ORTHO HEIGHT -   849.109 (meters)     2785.79  (feet) ADJUSTED
 PU0025  ______________________________________________________________________
 PU0025  GEOID HEIGHT    -        -18.582 (meters)                     GEOID18
 PU0025  DYNAMIC HEIGHT  -        848.913 (meters)     2785.14  (feet) COMP
 PU0025  MODELED GRAVITY -    980,357.7   (mgal)                       NAVD 88
 PU0025
 PU0025  VERT ORDER      -  SECOND    CLASS 0
 PU0025
 PU0025.The horizontal coordinates were determined by differentially corrected
 PU0025.hand held GPS observations or other comparable positioning techniques
 PU0025.and have an estimated accuracy of +/- 3 meters.
 PU0025
 PU0025.The orthometric height was determined by differential leveling and
 PU0025.adjusted by the NATIONAL GEODETIC SURVEY
 PU0025.in June 1991.
 PU0025
 PU0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0025.GEOID18 height accuracy estimate available here.
 PU0025
 PU0025.Click photographs - Photos may exist for this station.
 PU0025
 PU0025.The dynamic height is computed by dividing the NAVD 88
 PU0025.geopotential number by the normal gravity value computed on the
 PU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0025.degrees latitude (g = 980.6199 gals.).
 PU0025
 PU0025.The modeled gravity was interpolated from observed gravity values.
 PU0025
 PU0025;                    North         East    Units  Estimated Accuracy
 PU0025;SPC SD N     -   103,264.8     404,667.3     MT  (+/- 3 meters HH1 GPS) 
 PU0025
 PU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0058956729(NAD 83)
 PU0025
 PU0025                          SUPERSEDED SURVEY CONTROL
 PU0025
 PU0025  NGVD 29 (??/??/92)  848.652  (m)         2784.29   (f) ADJ UNCH    2 0
 PU0025
 PU0025.Superseded values are not recommended for survey control.
 PU0025
 PU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0025.See file dsdata.pdf to determine how the superseded data were derived.
 PU0025
 PU0025_MARKER: DR = REFERENCE MARK DISK
 PU0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0025_STAMPING: TAMA NO 2 1951
 PU0025_MARK LOGO: CGS
 PU0025_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0025+STABILITY: SURFACE MOTION
 PU0025
 PU0025  HISTORY     - Date     Condition        Report By
 PU0025  HISTORY     - 1951     MONUMENTED       CGS
 PU0025  HISTORY     - 1963     GOOD             CGS
 PU0025
 PU0025                          STATION DESCRIPTION
 PU0025
 PU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0025'6.9 MI NE FROM RED OWL.
 PU0025'ABOUT 1.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0025'POST OFFICE AT RED OWL, THENCE 4.0 MILES EAST ALONG A GRAVELED
 PU0025'ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, AT THE CREST
 PU0025'OF A HILL, IN SECTION 13, T 9 N, R 13 E, 49 FEET NORTHWEST OF THE
 PU0025'CENTER LINE OF THE ROAD, 28 FEET NORTHEAST OF A TELEPHONE POLE,
 PU0025'43.8 FEET SOUTHEAST OF TAMA 1951, ABOUT 2 FEET ABOVE THE LEVEL
 PU0025'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0025'8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0721 ***********************************************************************
 OS0721  DESIGNATION -  TARGET 1
 OS0721  PID         -  OS0721
 OS0721  STATE/COUNTY-  SD/MELLETTE
 OS0721  COUNTRY     -  US
 OS0721  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0721
 OS0721                         *CURRENT SURVEY CONTROL
 OS0721  ______________________________________________________________________
 OS0721* NAD 83(1996) POSITION- 43 33 54.71657(N) 100 43 48.08990(W)   ADJUSTED
 OS0721* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 OS0721  ______________________________________________________________________
 OS0721  GEOID HEIGHT    -        -23.953 (meters)                     GEOID18
 OS0721  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC18
 OS0721  HORZ ORDER      -  SECOND
 OS0721
 OS0721.The horizontal coordinates were established by classical geodetic methods
 OS0721.and adjusted by the National Geodetic Survey in January 1998.
 OS0721
 OS0721.The orthometric height was scaled from a topographic map.
 OS0721
 OS0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0721.GEOID18 height accuracy estimate available here.
 OS0721
 OS0721.Click photographs - Photos may exist for this station.
 OS0721
 OS0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0721
 OS0721. The following values were computed from the NAD 83(1996) position.
 OS0721
 OS0721;                    North         East     Units Scale Factor Converg.
 OS0721;SPC SD S     -   136,925.765   567,954.534   MT  0.99990730   -0 16 25.2
 OS0721;SPC SD S     -   449,230.61  1,863,364.17   sFT  0.99990730   -0 16 25.2
 OS0721;UTM  14      - 4,825,036.212   360,286.785   MT  0.99984010   -1 11 33.0
 OS0721
 OS0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0721!SPC SD S     -   0.99990099  x   0.99990730  =   0.99980829
 OS0721!UTM  14      -   0.99990099  x   0.99984010  =   0.99974110
 OS0721
 OS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6028625036(NAD 83)
 OS0721
 OS0721                          SUPERSEDED SURVEY CONTROL
 OS0721
 OS0721  NAD 83(1995)-  43 33 54.71213(N)    100 43 48.09314(W) AD(       ) 2
 OS0721  NAD 83(1986)-  43 33 54.71236(N)    100 43 48.09935(W) AD(       ) 2
 OS0721  NAD 27      -  43 33 54.72000(N)    100 43 46.60000(W) AD(       ) 2
 OS0721
 OS0721.Superseded values are not recommended for survey control.
 OS0721
 OS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0721.See file dsdata.pdf to determine how the superseded data were derived.
 OS0721
 OS0721_MARKER: DD = SURVEY DISK
 OS0721_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OS0721_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0721
 OS0721  HISTORY     - Date     Condition        Report By
 OS0721  HISTORY     - 1936     MONUMENTED       CGS
 OS0721
 OS0721                          STATION DESCRIPTION
 OS0721
 OS0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0721'STATION IS ABOUT 1 MILE EAST OF WHITE RIVER ON GRADED ROAD KNOWN
 OS0721'LOCALLY AS OLD HIGHWAY 40, AT INTERSECTION OF ROADS.
 OS0721'
 OS0721'REACHED FROM THE POST OFFICE IN WHITE RIVER BY GOING SOUTH ON
 OS0721'MAIN STREET FOR 0.3 MILE, TURN EAST GO 0.9 MILE TO CROSSROADS,
 OS0721'AND STATION IN NORTHEAST ANGLE, 3 FEET EAST OF TELEPHONE POLE,
 OS0721'11 PACES EAST OF CENTERLINE OF NORTH-SOUTH ROAD, AND 11 PACES
 OS0721'NORTH OF CENTERLINE OF EAST-WEST ROAD.  MARK IS A SQUARE, 6- BY
 OS0721'6-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES.
 OS0721'
 OS0721'OBSERVED UPON FROM TRIANGULATION STATIONS, CODY 1933, MELLETTE
 OS0721'1933.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0780 ***********************************************************************
 OS0780  DESIGNATION -  TARGET 2
 OS0780  PID         -  OS0780
 OS0780  STATE/COUNTY-  SD/JACKSON
 OS0780  COUNTRY     -  US
 OS0780  USGS QUAD   -  WANBLEE NW (2017)
 OS0780
 OS0780                         *CURRENT SURVEY CONTROL
 OS0780  ______________________________________________________________________
 OS0780* NAD 83(1996) POSITION- 43 44 56.47312(N) 101 43 17.69555(W)   ADJUSTED
 OS0780* NAVD 88 ORTHO HEIGHT -   694.3   (meters)     2278.    (feet) VERTCON3
 OS0780  ______________________________________________________________________
 OS0780  GEOID HEIGHT    -        -20.763 (meters)                     GEOID18
 OS0780  LAPLACE CORR    -         -8.76  (seconds)                    DEFLEC18
 OS0780  HORZ ORDER      -  SECOND
 OS0780
 OS0780.The horizontal coordinates were established by classical geodetic methods
 OS0780.and adjusted by the National Geodetic Survey in January 1998.
 OS0780
 OS0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0780
 OS0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0780.GEOID18 height accuracy estimate available here.
 OS0780
 OS0780.Click photographs - Photos may exist for this station.
 OS0780
 OS0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0780
 OS0780. The following values were computed from the NAD 83(1996) position.
 OS0780
 OS0780;                    North         East     Units Scale Factor Converg.
 OS0780;SPC SD S     -   158,205.281   488,200.886   MT  0.99990946   -0 57 27.7
 OS0780;SPC SD S     -   519,045.16  1,601,705.74   sFT  0.99990946   -0 57 27.7
 OS0780;UTM  14      - 4,847,597.798   280,878.157   MT  1.00019061   -1 52 57.8
 OS0780
 OS0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0780!SPC SD S     -   0.99989439  x   0.99990946  =   0.99980386
 OS0780!UTM  14      -   0.99989439  x   1.00019061  =   1.00008498
 OS0780
 OS0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8087847597(NAD 83)
 OS0780
 OS0780                          SUPERSEDED SURVEY CONTROL
 OS0780
 OS0780  NAD 83(1995)-  43 44 56.46650(N)    101 43 17.69886(W) AD(       ) 2
 OS0780  NAD 83(1986)-  43 44 56.46610(N)    101 43 17.70040(W) AD(       ) 2
 OS0780  NAD 27      -  43 44 56.48500(N)    101 43 16.17300(W) AD(       ) 2
 OS0780  NGVD 29 (07/19/86)  693.9    (m)         2277.     (f) VERT ANG       
 OS0780
 OS0780.Superseded values are not recommended for survey control.
 OS0780
 OS0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0780.See file dsdata.pdf to determine how the superseded data were derived.
 OS0780
 OS0780_MARKER: B = BOLT
 OS0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0780+STABILITY: SURFACE MOTION
 OS0780
 OS0780  HISTORY     - Date     Condition        Report By
 OS0780  HISTORY     - 1936     MONUMENTED       CGS
 OS0780
 OS0780                          STATION DESCRIPTION
 OS0780
 OS0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0780'STATION IS 1.7 MILES AIRLINE SOUTH OF WETA AND 14 MILES
 OS0780'AIRLINE EAST OF INTERIOR, AT A T-INTERSECTION OF ROADS, NEAR
 OS0780'CENTER OF Y FORMED BY ROAD FROM WEST, AT ABOUT THE SECTION
 OS0780'CORNER OF SECS. 27, 28, 33, AND 34, 68 FEET WEST-SOUTHWEST
 OS0780'OF TELEPHONE POLE NO. 8, 60 FEET NORTH-NORTHEAST OF TELEPHONE
 OS0780'POLE NO. 9, AND 31 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 OS0780'ROAD.  THE POINT IS MARKED BY A BOLT AT THE CENTER OF 7-INCH
 OS0780'SQUARE CONCRETE BLOCK, FLUSH WITH THE SURFACE OF THE GROUND.
 OS0780'
 OS0780'THE POINT WAS OBSERVED UPON FROM SPUR AND WETA AND IS VISIBLE
 OS0780'FROM THE GROUND AT BOTH STATIONS.
 OS0780'
 OS0780'TO REACH FROM RAILROAD DEPOT IN WETA, GO WEST ALONG NORTH SIDE
 OS0780'OF TRACKS FOR 0.2 MILE, THEN LEFT (SOUTH) ON INTERIOR ROAD
 OS0780'FOR 1.7 MILES TO T-INTERSECTION AND STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0733 ***********************************************************************
 OT0733  DESIGNATION -  TARGET 3
 OT0733  PID         -  OT0733
 OT0733  STATE/COUNTY-  SD/JACKSON
 OT0733  COUNTRY     -  US
 OT0733  USGS QUAD   -  CONATA NE (2017)
 OT0733
 OT0733                         *CURRENT SURVEY CONTROL
 OT0733  ______________________________________________________________________
 OT0733* NAD 83(1996) POSITION- 43 42 13.55683(N) 102 01 09.18325(W)   ADJUSTED
 OT0733* NAVD 88 ORTHO HEIGHT -   727.    (meters)     2385.    (feet) SCALED
 OT0733  ______________________________________________________________________
 OT0733  GEOID HEIGHT    -        -19.771 (meters)                     GEOID18
 OT0733  LAPLACE CORR    -         -7.63  (seconds)                    DEFLEC18
 OT0733  HORZ ORDER      -  SECOND
 OT0733
 OT0733.The horizontal coordinates were established by classical geodetic methods
 OT0733.and adjusted by the National Geodetic Survey in January 1998.
 OT0733
 OT0733.The orthometric height was scaled from a topographic map.
 OT0733
 OT0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0733.GEOID18 height accuracy estimate available here.
 OT0733
 OT0733.Click photographs - Photos may exist for this station.
 OT0733
 OT0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0733
 OT0733. The following values were computed from the NAD 83(1996) position.
 OT0733
 OT0733;                    North         East     Units Scale Factor Converg.
 OT0733;SPC SD S     -   153,622.271   464,132.520   MT  0.99990798   -1 09 46.8
 OT0733;SPC SD S     -   504,009.07  1,522,741.44   sFT  0.99990798   -1 09 46.8
 OT0733;UTM  13      - 4,843,290.151   740,172.474   MT  1.00030956   +2 03 37.8
 OT0733;UTM  14      - 4,843,402.294   256,730.536   MT  1.00032798   -2 05 13.5
 OT0733
 OT0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0733!SPC SD S     -   0.99988904  x   0.99990798  =   0.99979703
 OT0733!UTM  13      -   0.99988904  x   1.00030956  =   1.00019857
 OT0733!UTM  14      -   0.99988904  x   1.00032798  =   1.00021698
 OT0733
 OT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ4017243290(NAD 83)
 OT0733
 OT0733                          SUPERSEDED SURVEY CONTROL
 OT0733
 OT0733  NAD 83(1995)-  43 42 13.55032(N)    102 01 09.18633(W) AD(       ) 2
 OT0733  NAD 83(1986)-  43 42 13.54904(N)    102 01 09.18612(W) AD(       ) 2
 OT0733  NAD 27      -  43 42 13.57600(N)    102 01 07.62900(W) AD(       ) 2
 OT0733
 OT0733.Superseded values are not recommended for survey control.
 OT0733
 OT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0733.See file dsdata.pdf to determine how the superseded data were derived.
 OT0733
 OT0733_MARKER: U = CONCRETE POST
 OT0733_SETTING: 0 = UNSPECIFIED SETTING
 OT0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0733
 OT0733  HISTORY     - Date     Condition        Report By
 OT0733  HISTORY     - 1936     MONUMENTED       CGS
 OT0733
 OT0733                          STATION DESCRIPTION
 OT0733
 OT0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0733'STATION IS AT A Y-ROAD INTERSECTION ABOUT 2-1/2 MILES SOUTHWEST
 OT0733'OF INTERIOR, ABOUT 200 YARDS SOUTH OF THE WHITE RIVER BRIDGE.
 OT0733'
 OT0733'REACHED FROM INTERIOR BY GOING WEST ON STATE HIGHWAY 40 FOR
 OT0733'2.0 MILES TO COUNTY LINE AND SIDE ROAD SOUTH, TURN LEFT GO
 OT0733'SOUTH FOR 0.9 MILE, THENCE RIGHT (WEST) ACROSS WHITE RIVER
 OT0733'BRIDGE FOR 0.3 MILE TO Y-ROAD INTERSECTION AND STATION, 250 FEET
 OT0733'SOUTH-SOUTHEAST OF Y-ROAD INTERSECTION, 120 FEET EAST OF
 OT0733'FARM ROAD LEADING WEST, 200 YARDS SOUTH OF BRIDGE.  MARK IS
 OT0733'A 6- BY 6-INCH CONCRETE POST, WHICH PROJECTS ABOUT 6 INCHES
 OT0733'AND IS MARKED WITH WIRE ON THE TOP TARGET Y.
 OT0733'
 OT0733'OBSERVED FROM TRIANGULATION STATIONS HURLEY 1934 AND INTERIOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0741 ***********************************************************************
 OT0741  DESIGNATION -  TAYLOR
 OT0741  PID         -  OT0741
 OT0741  STATE/COUNTY-  SD/SHANNON
 OT0741  COUNTRY     -  US
 OT0741  USGS QUAD   -  IMLAY (2017)
 OT0741
 OT0741                         *CURRENT SURVEY CONTROL
 OT0741  ______________________________________________________________________
 OT0741* NAD 83(1996) POSITION- 43 39 38.65730(N) 102 23 38.95602(W)   ADJUSTED
 OT0741* NAVD 88 ORTHO HEIGHT -   902.9   (meters)     2962.    (feet) VERTCON3
 OT0741  ______________________________________________________________________
 OT0741  GEOID HEIGHT    -        -18.653 (meters)                     GEOID18
 OT0741  LAPLACE CORR    -         -6.68  (seconds)                    DEFLEC18
 OT0741  HORZ ORDER      -  FIRST
 OT0741
 OT0741.The horizontal coordinates were established by classical geodetic methods
 OT0741.and adjusted by the National Geodetic Survey in January 1998.
 OT0741
 OT0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0741
 OT0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0741.GEOID18 height accuracy estimate available here.
 OT0741
 OT0741.Click photographs - Photos may exist for this station.
 OT0741
 OT0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0741
 OT0741. The following values were computed from the NAD 83(1996) position.
 OT0741
 OT0741;                    North         East     Units Scale Factor Converg.
 OT0741;SPC SD S     -   149,525.093   433,802.936   MT  0.99990714   -1 25 18.0
 OT0741;SPC SD S     -   490,566.91  1,423,235.13   sFT  0.99990714   -1 25 18.0
 OT0741;UTM  13      - 4,837,492.736   710,111.630   MT  1.00014304   +1 47 58.9
 OT0741
 OT0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0741!SPC SD S     -   0.99986137  x   0.99990714  =   0.99976852
 OT0741!UTM  13      -   0.99986137  x   1.00014304  =   1.00000439
 OT0741
 OT0741:                Primary Azimuth Mark                     Grid Az
 OT0741:SPC SD S     -  TAYLOR AZ MK                             333 42 24.8
 OT0741:UTM  13      -  TAYLOR AZ MK                             330 29 07.9
 OT0741
 OT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1011137492(NAD 83)
 OT0741
 OT0741|---------------------------------------------------------------------|
 OT0741| PID    Reference Object                     Distance      Geod. Az  |
 OT0741|                                                           dddmmss.s |
 OT0741| CQ4192 TAYLOR RM 1                          22.671 METERS 20450     |
 OT0741| CQ4191 TAYLOR AZ MK                                       3321706.8 |
 OT0741| CQ4193 TAYLOR RM 2                          19.285 METERS 33814     |
 OT0741|---------------------------------------------------------------------|
 OT0741
 OT0741                          SUPERSEDED SURVEY CONTROL
 OT0741
 OT0741  NAD 83(1995)-  43 39 38.65262(N)    102 23 38.95646(W) AD(       ) 1
 OT0741  NAD 83(1993)-  43 39 38.64787(N)    102 23 38.95941(W) AD(       ) 1
 OT0741  NAD 83(1986)-  43 39 38.64705(N)    102 23 38.96047(W) AD(       ) 1
 OT0741  NAD 27      -  43 39 38.67600(N)    102 23 37.36100(W) AD(       ) 1
 OT0741  NGVD 29 (07/19/86)  902.4    (m)         2961.     (f) VERT ANG       
 OT0741
 OT0741.Superseded values are not recommended for survey control.
 OT0741
 OT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0741.See file dsdata.pdf to determine how the superseded data were derived.
 OT0741
 OT0741_MARKER: DS = TRIANGULATION STATION DISK
 OT0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0741_STAMPING: TAYLOR 1934
 OT0741_MARK LOGO: CGS
 OT0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0741+STABILITY: SURFACE MOTION
 OT0741
 OT0741  HISTORY     - Date     Condition        Report By
 OT0741  HISTORY     - 1934     MONUMENTED       CGS
 OT0741  HISTORY     - 1936     GOOD             CGS
 OT0741
 OT0741                          STATION DESCRIPTION
 OT0741
 OT0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0741'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF CONATA, A SMALL
 OT0741'TOWN ON THE CHICAGO, MINNEAPOLIS, ST. PAUL AND PACIFIC RAILROAD, AND
 OT0741'STATE ROUTE 40.  IT IS ON THE MOST SOUTHERN AND HIGHEST OF A GROUP OF
 OT0741'GRASS-COVERED SANDHILLS THAT HAVE WHITE CLIFFS ON THEIR EAST SIDE.  IT
 OT0741'IS ON PINE RIDGE INDIAN RESERVATION LAND AND IS IN SEC. 1
 OT0741'(APPROXIMATELY) T42N, R43W.
 OT0741'
 OT0741'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 OT0741'DISKS SET IN CONCRETE.
 OT0741'
 OT0741'THE STATION MARK IS ON THE HIGHEST POINT OF THE HILL MENTIONED ABOVE.
 OT0741'(AS VIEWED FROM THE NE, THE STATION IS ON THE SOUTHERN END AND HIGHEST
 OT0741'POINT OF A HIGH RIDGE EXTENDING N AND S).  IT IS ABOUT 1-1/2 MILES
 OT0741'SOUTH OF TAYLOR BROTHERS RANCH CAMP AND SPRING.
 OT0741'
 OT0741'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS SOUTH-SOUTHWEST OF
 OT0741'STATION.
 OT0741'
 OT0741'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS NORTHWEST OF STATION.
 OT0741'
 OT0741'THE AZIMUTH MARK PROJECTS 3 INCHES AND IS NORTHWEST OF STATION.  IT IS
 OT0741'ON THE MOST NORTHERN AND HIGHEST HILL OF A GROUP OF FOUR NORTHWEST OF
 OT0741'STATION.
 OT0741'
 OT0741'TO REACH THE STATION FROM CONATA, GO SOUTH FROM THE POST OFFICE 0.5
 OT0741'MILE TO STATE HIGHWAY 40.  HERE TURN RIGHT, W AND FOLLOW ROUTE 40, 8.5
 OT0741'MILES TO A GRADED ROAD ON THE LEFT. (THIS POINT IS 100 YARDS EAST OF A
 OT0741'SMALL RAILROAD TRESTLE.) HERE TURN LEFT, S AND FOLLOW GRADED ROADS S
 OT0741'AND SW THROUGH HILLS AND THEN DOWN A VALLEY A TOTAL OF 1.1 MILES TO A
 OT0741'BRIDGE.  CROSS BRIDGE AND CONTINUE ON GRADED ROAD 0.9 MILE TO A RANCH
 OT0741'ON THE RIGHT SIDE OF ROAD.  CONTINUE ON MAIN ROAD E AND THEN SW 0.6
 OT0741'MILE UP HILL TO A CATTLE GUARD.  CROSS GUARD AND CONTINUE SOUTHWEST
 OT0741'0.1 MILE TO ANOTHER CATTLE GUARD IN AN EAST-WEST FENCE.  CROSS GUARD,
 OT0741'TURN SHARP RIGHT, AND FOLLOW A NW-SE FENCE (ON ITS SOUTHWEST SIDE)
 OT0741'0.15 MILE TO A CROSS ROAD, WHICH GOES S OVER THE HILLS.  DONT TAKE
 OT0741'THIS ROAD, BUT CONTINUE ALONG FENCE 0.1 MILE TO A JUNCTION WITH AN
 OT0741'EAST-WEST FENCE.  THEN GO WEST ALONG SOUTH SIDE OF FENCE 0.05 MILE TO
 OT0741'A DIM ROAD LEADING SW ABOUT 100 YARDS, EAST OF A GATE AND T-FENCE
 OT0741'CORNER.  FOLLOW THIS ROAD THROUGH SAND HILLS 0.5 MILE TO A NORTH-SOUTH
 OT0741'FENCE, WHICH IS DOWN.  CROSS FENCE AND TAKE RIGHT FORK, MAIN ROAD, AND
 OT0741'GO 0.8 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.5 MILE TO A FORK.
 OT0741'TAKE LEFT FORK AND GO 0.9 MILE W TO A GATE IN A NORTH-SOUTH FENCE.
 OT0741'(STATION IS ON HIGHEST HILL SOUTH OF THIS POINT).  PASS THROUGH GATE,
 OT0741'TAKE LEFT FORK JUST WEST OF GATE AND GO 0.8 MILE TO A COULEE AND
 OT0741'TAYLOR BROS. CAMP IN COULEE BANK.  CROSS COULEE AND THEN GO SOUTH ON
 OT0741'DIM ROAD ON EAST EDGE OF FIELD 0.5 MILE TO A GATE IN AN EAST-WEST
 OT0741'FENCE.  PASS THROUGH GATE AND FOLLOW DIM ROAD S 0.5 MILE TO A POINT
 OT0741'WHERE IT ENTERS HILLS AT HEAD OF DEEP CUT COULEE.  HERE LEAVE ROAD AND
 OT0741'GO SOUTH AND SE ACROSS HILLS AND ALONG RIDGE TO HIGHEST POINT AT SOUTH
 OT0741'END AND STATION.
 OT0741'
 OT0741'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.  THIS HEIGHT
 OT0741'OF STRUCTURE IS ESSENTIAL TO CLEAR THE LINE TO STATION HURLEY.
 OT0741
 OT0741                          STATION RECOVERY (1936)
 OT0741
 OT0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0741'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED AND
 OT0741'ALL MARKS, EXCEPT THE AZIMUTH MARK, WERE CHECKED.
 OT0741'
 OT0741'STATION IS ABOUT 11 MILES SOUTHEAST OF SCENIC AND ABOUT 12 MILES
 OT0741'SOUTHWEST OF CONATA.  IT IS ON THE MOST SOUTHERN AND HIGHEST OF A
 OT0741'GROUP OF GRASS-COVERED SAND HILLS, WHICH HAVE WHITE CLIFFS ON THE EAST
 OT0741'SIDE.  IT IS ON INDIAN ALLOTMENT LAND. (APPROXIMATELY SEC.  36, T43N,
 OT0741'R43W.)
 OT0741'
 OT0741'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION AND PROJECTS 2
 OT0741'INCHES.
 OT0741'
 OT0741'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION AND PROJECTS 4 INCHES.
 OT0741'
 OT0741'STATION IS REACHED FROM CONATA, S.D., BY GOING SOUTH 0.5 MILE TO STATE
 OT0741'ROUTE 40.  TURN RIGHT (W) ON STATE ROUTE 40 AND GO 8.5 MILES TO DIRT
 OT0741'ROAD LEADING S.  TURN LEFT (S) ON THIS ROAD AND GO 2.3 MILES TO WHITE
 OT0741'PAINTED CATTLE GUARD.  HERE BEAR SW ABOUT 0.1 MILE THROUGH GUARD TO
 OT0741'OPENING IN FENCE LINE.  TAKE RIGHT HAND FORK (CLOSEST TO FENCE) AND GO
 OT0741'1.4 MILES TO FORKS.  TAKE LEFT FORK AND GO 0.9 MILE TO GATE.  WITHOUT
 OT0741'GOING THROUGH GATE, BEAR LEFT ALONG EAST SIDE OF FENCE 0.3 MILE TO
 OT0741'FENCE CORNER AND SECTION CORNER POST (MAGNETIC 161 DEG).  FROM HERE
 OT0741'FOLLOW COW TRAIL SSW FOR 0.5 MILE TO BASE OF HILL.  TURN SOUTHEAST UP
 OT0741'HILL TO TOP.  HERE BEAR SE ALONG TOP OF RIDGE 0.8 MILE (APPROXIMATELY)
 OT0741'TO TOP OF HIGHEST KNOLL AND STATION.
 OT0741'
 OT0741'LIGHTS 10 FEET ABOVE RED WATER - 1934, 4 FEET ABOVE CEDAR.  1934, 90
 OT0741'FEET ABOVE SHEEP AND 4 FEET ABOVE HECK ARE VISIBLE FROM THE GROUND AT
 OT0741'THIS STATION.
 OT0741'
 OT0741'NO OBSERVATIONS WERE MADE TO THE AZIMUTH MARK.  OLD DIRECTION GIVEN
 OT0741'BELOW.  AZIMUTH MARK ABOUT 0.7 MILE NORTHWEST OF THE STATION ON THE
 OT0741'MOST NORTHERN AND HIGHEST HILL OF A GROUP OF FOUR NORTHWEST OF THE
 OT0741'STATION.  IT PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2240 ***********************************************************************
 PU2240  DESIGNATION -  TED
 PU2240  PID         -  PU2240
 PU2240  STATE/COUNTY-  SD/MEADE
 PU2240  COUNTRY     -  US
 PU2240  USGS QUAD   -  STONEVILLE (2017)
 PU2240
 PU2240                         *CURRENT SURVEY CONTROL
 PU2240  ______________________________________________________________________
 PU2240* NAD 83(1996) POSITION- 44 38 52.05236(N) 102 39 07.64928(W)   ADJUSTED
 PU2240* NAVD 88 ORTHO HEIGHT -   948.    (meters)     3110.    (feet) SCALED
 PU2240  ______________________________________________________________________
 PU2240  GEOID HEIGHT    -        -18.104 (meters)                     GEOID18
 PU2240  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 PU2240  HORZ ORDER      -  SECOND
 PU2240
 PU2240.The horizontal coordinates were established by classical geodetic methods
 PU2240.and adjusted by the National Geodetic Survey in January 1998.
 PU2240
 PU2240.The orthometric height was scaled from a topographic map.
 PU2240
 PU2240.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2240.GEOID18 height accuracy estimate available here.
 PU2240
 PU2240.Click photographs - Photos may exist for this station.
 PU2240
 PU2240.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2240
 PU2240. The following values were computed from the NAD 83(1996) position.
 PU2240
 PU2240;                    North         East     Units Scale Factor Converg.
 PU2240;SPC SD N     -    93,950.150   389,656.462   MT  0.99996375   -1 52 37.2
 PU2240;SPC SD N     -   308,234.78  1,278,397.91   sFT  0.99996375   -1 52 37.2
 PU2240;UTM  13      - 4,946,507.291   686,179.377   MT  1.00002627   +1 39 01.6
 PU2240
 PU2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2240!SPC SD N     -   0.99985414  x   0.99996375  =   0.99981790
 PU2240!UTM  13      -   0.99985414  x   1.00002627  =   0.99988041
 PU2240
 PU2240:                Primary Azimuth Mark                     Grid Az
 PU2240:SPC SD N     -  PLATEAU                                  148 09 13.7
 PU2240:UTM  13      -  PLATEAU                                  144 37 34.9
 PU2240
 PU2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8617946507(NAD 83)
 PU2240
 PU2240|---------------------------------------------------------------------|
 PU2240| PID    Reference Object                     Distance      Geod. Az  |
 PU2240|                                                           dddmmss.s |
 PU2240| PU2234 PLATEAU                             APPROX. 5.8 KM 1461636.5 |
 PU2240| CQ4198 TED RM 2                             16.516 METERS 26552     |
 PU2240| CQ4197 TED RM 1                             16.458 METERS 35641     |
 PU2240|---------------------------------------------------------------------|
 PU2240
 PU2240                          SUPERSEDED SURVEY CONTROL
 PU2240
 PU2240  NAD 83(1993)-  44 38 52.04455(N)    102 39 07.64918(W) AD(       ) 2
 PU2240  NAD 83(1986)-  44 38 52.04415(N)    102 39 07.64865(W) AD(       ) 2
 PU2240
 PU2240.Superseded values are not recommended for survey control.
 PU2240
 PU2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2240.See file dsdata.pdf to determine how the superseded data were derived.
 PU2240
 PU2240_MARKER: DS = TRIANGULATION STATION DISK
 PU2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2240_STAMPING: TED 1962
 PU2240_MARK LOGO: CGS
 PU2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2240+STABILITY: SURFACE MOTION
 PU2240
 PU2240  HISTORY     - Date     Condition        Report By
 PU2240  HISTORY     - 1962     MONUMENTED       CGS
 PU2240
 PU2240                          STATION DESCRIPTION
 PU2240
 PU2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2240'THE STATION IS LOCATED ABOUT 6-3/4 MILES NORTH-NORTHWEST OF ENNING,
 PU2240'6 MILES NORTH OF UNION CENTER, AND 5-3/4 MILES SOUTH OF STONEVILLE,
 PU2240'ON THE SOUTH SIDE OF AN UNIMPROVED SECTIONLINE ROAD JUST WEST OF
 PU2240'THE FENCE CORNER AT THE HALF-SECTIONLINE.
 PU2240'
 PU2240'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE AT
 PU2240'UNION CENTER, GO EAST ON STATE HIGHWAY 34 FOR 0.2 MILE TO A SIDE
 PU2240'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRADED, GRAVELED
 PU2240'ROAD 6.15 MILES TO AN UNIMPROVED, SECTIONLINE ROAD ON THE RIGHT.
 PU2240'TURN RIGHT AND GO EAST 0.55 MILE TO THE STATION ON THE RIGHT.
 PU2240'
 PU2240'THE STATION MARK, A STANDARD DISK STAMPED TED 1962 CEMENTED IN THE
 PU2240'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 INCH
 PU2240'ABOVE GROUND, IS 36.3 FEET WEST-NORTHWEST OF THE CORNER FENCE POST
 PU2240'OF THE HALF-SECTIONLINE FENCE RUNNING SOUTH, 32.1 FEET SOUTH OF
 PU2240'THE CENTER OF THE TRACK ROAD, AND 4.6 FEET NORTH-NORTHWEST OF A
 PU2240'METAL WITNESS POST WITH SIGN.
 PU2240'
 PU2240'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED TED NO 1 1962
 PU2240'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2240'PROJECTING 2 INCHES ABOVE GROUND, IS 37.2 FEET NORTH OF THE CENTER
 PU2240'OF THE TRACK ROAD, 1.0 FOOT SOUTH OF A WIRE FENCE, AT THE SAME
 PU2240'ELEVATION AS THE STATION.
 PU2240'
 PU2240'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED TED NO 2 1962
 PU2240'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU2240'PROJECTING 2 INCHES ABOVE GROUND, IS 22.2 FEET SOUTH OF THE CENTER
 PU2240'OF THE TRACK ROAD, 1.2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 PU2240'AND 2.8 FEET HIGHER THAN STATION ELEVATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0688 ***********************************************************************
 QS0688  DESIGNATION -  TEDDY
 QS0688  PID         -  QS0688
 QS0688  STATE/COUNTY-  SD/WALWORTH
 QS0688  COUNTRY     -  US
 QS0688  USGS QUAD   -  SELBY SW (2017)
 QS0688
 QS0688                         *CURRENT SURVEY CONTROL
 QS0688  ______________________________________________________________________
 QS0688* NAD 83(1996) POSITION- 45 32 12.09299(N) 100 12 35.51720(W)   ADJUSTED
 QS0688* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 QS0688  ______________________________________________________________________
 QS0688  GEOID HEIGHT    -        -22.126 (meters)                     GEOID18
 QS0688  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 QS0688  HORZ ORDER      -  SECOND
 QS0688
 QS0688.The horizontal coordinates were established by classical geodetic methods
 QS0688.and adjusted by the National Geodetic Survey in January 1998.
 QS0688
 QS0688.The orthometric height was scaled from a topographic map.
 QS0688
 QS0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0688.GEOID18 height accuracy estimate available here.
 QS0688
 QS0688.Click photographs - Photos may exist for this station.
 QS0688
 QS0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0688
 QS0688. The following values were computed from the NAD 83(1996) position.
 QS0688
 QS0688;                    North         East     Units Scale Factor Converg.
 QS0688;SPC SD N     -   189,307.318   583,608.374   MT  0.99997500   -0 08 54.7
 QS0688;SPC SD N     -   621,085.76  1,914,721.81   sFT  0.99997500   -0 08 54.7
 QS0688;UTM  14      - 5,043,284.794   405,538.585   MT  0.99970970   -0 51 48.8
 QS0688
 QS0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0688!SPC SD N     -   0.99991735  x   0.99997500  =   0.99989235
 QS0688!UTM  14      -   0.99991735  x   0.99970970  =   0.99962707
 QS0688
 QS0688:                Primary Azimuth Mark                     Grid Az
 QS0688:SPC SD N     -  SCHMIDT                                  264 28 44.2
 QS0688:UTM  14      -  SCHMIDT                                  265 11 38.3
 QS0688
 QS0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0553843284(NAD 83)
 QS0688
 QS0688|---------------------------------------------------------------------|
 QS0688| PID    Reference Object                     Distance      Geod. Az  |
 QS0688|                                                           dddmmss.s |
 QS0688| AE7253 TEDDY RM 2                           16.243 METERS 09450     |
 QS0688| QS0699 SCHMIDT                             APPROX.10.3 KM 2641949.5 |
 QS0688| AE7407 TEDDY RM 1                           17.365 METERS 26700     |
 QS0688|---------------------------------------------------------------------|
 QS0688
 QS0688                          SUPERSEDED SURVEY CONTROL
 QS0688
 QS0688  NAD 83(1986)-  45 32 12.08294(N)    100 12 35.51596(W) AD(       ) 2
 QS0688  NAD 27      -  45 32 12.11433(N)    100 12 34.06272(W) AD(       ) 2
 QS0688
 QS0688.Superseded values are not recommended for survey control.
 QS0688
 QS0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0688.See file dsdata.pdf to determine how the superseded data were derived.
 QS0688
 QS0688_MARKER: DD = SURVEY DISK
 QS0688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QS0688+WITH SETTING: INFORMATION.
 QS0688_STAMPING: ET TEDDY 1967
 QS0688_MARK LOGO: USGS
 QS0688_PROJECTION: FLUSH
 QS0688_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0688
 QS0688  HISTORY     - Date     Condition        Report By
 QS0688  HISTORY     - 1967     MONUMENTED       USGS
 QS0688  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QS0688
 QS0688                          STATION DESCRIPTION
 QS0688
 QS0688'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 QS0688'THE STATION IS LOCATED ABOUT 11.0 MI E. OF MOBRIDGE, T. 124 N.,
 QS0688'R. 78 W., NEAR THE NE. COR. OF THE NW. QUARTER OF SEC. 25.
 QS0688'
 QS0688'TO REACH THE STATION FROM THE P.O. AT MOBRIDGE, SOUTH DAKOTA,
 QS0688'GO N. ON MAIN ST. ONE-HALF BLOCK TO STATE HWY., 12 (GRAND
 QS0688'CROSSING AVE.) TURN RIGHT (E.) AND GO 10.8 MI ALONG HWY. 12 TO
 QS0688'FIELD ENTRANCE S. AT TOP HILL AND STATION ON RIGHT (S.).
 QS0688'
 QS0688'STATION MARK IS 94.6 FT S. AND 26 FT E. OF THE CENTER OF HWY.
 QS0688'AT A FIELD ENTRANCE S., 6 FT N. OF FENCE, 6 FT N. OF USGS
 QS0688'WITNESS POST, STAMPED ET TEDDY 1967.
 QS0688'
 QS0688'REFERENCE MARK NO. 1 IS W. OF THE STATION, 98 FT S. AND 31 FT
 QS0688'W. OF CENTER OF HWY. AT FIELD ENTRANCE S., 3 FT N. OF FENCE,
 QS0688'STAMPED TEDDY NO. 1 1967.
 QS0688'
 QS0688'REFERENCE MARK NO. 2 IS E. OF THE STATION, 98 FT S. AND 79 FT
 QS0688'E. OF CENTER OF HWY. AT FIELD ENTRANCE S., 3 FT N. OF FENCE,
 QS0688'STAMPED TEDDY NO. 2 1967.
 QS0688'
 QS0688'AZIMUTH MARK - NONE SET.
 QS0688'
 QS0688'REFERENCE AZIMUTH - NONE OBSERVED.
 QS0688'
 QS0688'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED TO
 QS0688'ONE-HALF IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER
 QS0688'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QS0688'
 QS0688'STANDARD BRACED TRIPOD.
 QS0688
 QS0688                          STATION RECOVERY (1997)
 QS0688
 QS0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0688'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7407 ***********************************************************************
 AE7407  DESIGNATION -  TEDDY RM 1
 AE7407  PID         -  AE7407
 AE7407  STATE/COUNTY-  SD/WALWORTH
 AE7407  COUNTRY     -  US
 AE7407  USGS QUAD   -  SELBY SW (2017)
 AE7407
 AE7407                         *CURRENT SURVEY CONTROL
 AE7407  ______________________________________________________________________
 AE7407* NAD 83(1986) POSITION- 45 32 12.06   (N) 100 12 36.32   (W)   HD_HELD1
 AE7407* NAVD 88 ORTHO HEIGHT -   548.854 (meters)     1800.70  (feet) ADJUSTED
 AE7407  ______________________________________________________________________
 AE7407  GEOID HEIGHT    -        -22.126 (meters)                     GEOID18
 AE7407  DYNAMIC HEIGHT  -        548.799 (meters)     1800.52  (feet) COMP
 AE7407  MODELED GRAVITY -    980,498.2   (mgal)                       NAVD 88
 AE7407
 AE7407  VERT ORDER      -  FIRST     CLASS II
 AE7407
 AE7407.The horizontal coordinates were determined by differentially corrected
 AE7407.hand held GPS observations or other comparable positioning techniques
 AE7407.and have an estimated accuracy of +/- 3 meters.
 AE7407
 AE7407.The orthometric height was determined by differential leveling and
 AE7407.adjusted by the NATIONAL GEODETIC SURVEY
 AE7407.in July 1998.
 AE7407
 AE7407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7407.GEOID18 height accuracy estimate available here.
 AE7407
 AE7407.Click photographs - Photos may exist for this station.
 AE7407
 AE7407.The dynamic height is computed by dividing the NAVD 88
 AE7407.geopotential number by the normal gravity value computed on the
 AE7407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7407.degrees latitude (g = 980.6199 gals.).
 AE7407
 AE7407.The modeled gravity was interpolated from observed gravity values.
 AE7407
 AE7407;                    North         East    Units  Estimated Accuracy
 AE7407;SPC SD N     -   189,306.3     583,591.0     MT  (+/- 3 meters HH1 GPS) 
 AE7407
 AE7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0552143284(NAD 83)
 AE7407
 AE7407                          SUPERSEDED SURVEY CONTROL
 AE7407
 AE7407.No superseded survey control is available for this station.
 AE7407
 AE7407_MARKER: DR = REFERENCE MARK DISK
 AE7407_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7407+WITH SETTING: INFORMATION.
 AE7407_STAMPING: TEDDY 1 1967
 AE7407_MARK LOGO: USGS
 AE7407_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7407+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE7407
 AE7407  HISTORY     - Date     Condition        Report By
 AE7407  HISTORY     - 1967     MONUMENTED       USGS
 AE7407  HISTORY     - 19970311 GOOD             NGS
 AE7407
 AE7407                          STATION DESCRIPTION
 AE7407
 AE7407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7407'17.4 KM (10.80 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7407'MAIN STREET IN MOBRIDGE, 838.0 M (2749.3 FT) EAST OF MILEPOST 200,
 AE7407'29.9 M (98.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) WEST
 AE7407'OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE7407'THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.
 AE7407'NOTE--THE DISK IS ENCASED IN A 6-INCH TILE PIPE AND IS RECESSED 0.1 M
 AE7407'(0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2351 ***********************************************************************
 PU2351  DESIGNATION -  TERRY
 PU2351  PID         -  PU2351
 PU2351  STATE/COUNTY-  SD/LAWRENCE
 PU2351  COUNTRY     -  US
 PU2351  USGS QUAD   -  LEAD (2017)
 PU2351
 PU2351                         *CURRENT SURVEY CONTROL
 PU2351  ______________________________________________________________________
 PU2351* NAD 83(1996) POSITION- 44 19 39.44830(N) 103 50 08.06601(W)   ADJUSTED
 PU2351* NAVD 88 ORTHO HEIGHT -  2153.9   (meters)     7067.    (feet) VERTCON3
 PU2351  ______________________________________________________________________
 PU2351  GEOID HEIGHT    -        -13.387 (meters)                     GEOID18
 PU2351  LAPLACE CORR    -         -7.41  (seconds)                    DEFLEC18
 PU2351  HORZ ORDER      -  FIRST
 PU2351
 PU2351.The horizontal coordinates were established by classical geodetic methods
 PU2351.and adjusted by the National Geodetic Survey in January 1998.
 PU2351
 PU2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2351
 PU2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2351.GEOID18 height accuracy estimate available here.
 PU2351
 PU2351.Click photographs - Photos may exist for this station.
 PU2351
 PU2351.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2351
 PU2351. The following values were computed from the NAD 83(1996) position.
 PU2351
 PU2351;                    North         East     Units Scale Factor Converg.
 PU2351;SPC SD N     -    62,173.438   294,169.981   MT  1.00001825   -2 42 52.5
 PU2351;SPC SD N     -   203,980.69    965,122.68   sFT  1.00001825   -2 42 52.5
 PU2351;UTM  13      - 4,908,921.690   592,841.737   MT  0.99970600   +0 48 49.4
 PU2351
 PU2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2351!SPC SD N     -   0.99966448  x   1.00001825  =   0.99968273
 PU2351!UTM  13      -   0.99966448  x   0.99970600  =   0.99937058
 PU2351
 PU2351:                Primary Azimuth Mark                     Grid Az
 PU2351:SPC SD N     -  PEAK SOUTH OF TERRY                      141 47 11.4
 PU2351:UTM  13      -  PEAK SOUTH OF TERRY                      138 15 29.5
 PU2351
 PU2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9284108921(NAD 83)
 PU2351
 PU2351|---------------------------------------------------------------------|
 PU2351| PID    Reference Object                     Distance      Geod. Az  |
 PU2351|                                                           dddmmss.s |
 PU2351| PU2336 PEAK SOUTH OF TERRY                 APPROX.12.3 KM 1390418.9 |
 PU2351| CQ4203 TERRY RM                             17.510 METERS 33628     |
 PU2351| CQ3738 FLAG POLE RM                                       33633     |
 PU2351|---------------------------------------------------------------------|
 PU2351
 PU2351                          SUPERSEDED SURVEY CONTROL
 PU2351
 PU2351  NAD 83(1993)-  44 19 39.44159(N)    103 50 08.06870(W) AD(       ) 1
 PU2351  NAD 83(1986)-  44 19 39.43775(N)    103 50 08.06057(W) AD(       ) 1
 PU2351  NAD 27      -  44 19 39.49500(N)    103 50 06.33500(W) AD(       ) 1
 PU2351  USSD        -  44 19 39.97100(N)    103 50 05.99000(W) AD(       ) 3
 PU2351  NGVD 29 (07/19/86) 2153.2    (m)         7064.     (f) VERT ANG       
 PU2351
 PU2351.Superseded values are not recommended for survey control.
 PU2351
 PU2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2351.See file dsdata.pdf to determine how the superseded data were derived.
 PU2351
 PU2351_MARKER: DS = TRIANGULATION STATION DISK
 PU2351_SETTING: 66 = SET IN ROCK OUTCROP
 PU2351_STAMPING: TERRY 1912
 PU2351_MARK LOGO: CGS
 PU2351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2351+STABILITY: POSITION/ELEVATION WELL
 PU2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2351+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2007
 PU2351
 PU2351  HISTORY     - Date     Condition        Report By
 PU2351  HISTORY     - 1912     MONUMENTED       CGS
 PU2351  HISTORY     - 1928     GOOD             CGS
 PU2351  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PU2351  HISTORY     - 20071219 GOOD             USGS
 PU2351  HISTORY     - 20210807 MARK NOT FOUND   USFS
 PU2351
 PU2351                          STATION DESCRIPTION
 PU2351
 PU2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 PU2351'ABOUT 1-1/2 MILES SW OF TOWN OF TERRY, ON TOP OF TERRY PEAK,
 PU2351'WELL-KNOWN PEAK OF BLACK HILLS, AND ON SOUTH END, ABOUT 3 FEET
 PU2351'BELOW HIGHEST PONT, WHICH IS AT NORTH END.  MARKED BY STANDARD
 PU2351'STATION DISK IN SOLID ROCK.
 PU2351'
 PU2351'TO REACH FROM LEAD, GO TO TOWN OF TERRY, THENCE TO TOWN OF TROJAN,
 PU2351'TAKE ROAD THRU TOWN ABOUT 1/2 MILE TO CLEARING ON NORTH
 PU2351'SIDE OF PEAK, GO DUE SOUTH ON CLEARED TRAIL TO TOP OF RIDGE
 PU2351'WHERE SUMMIT IS PLAINLY VISIBLE ABOUT 1/4 MILE TO EAST.
 PU2351'
 PU2351'REFERENCE MARK IS A STANDARD DISK IN SOLID ROCK ON NORTH END
 PU2351'OF PEAK AT EDGE OF PILE OF ROCKS MARKING THE HIGHEST POINT,
 PU2351'AND 17.51 METERS (57.4 FEET) FROM STATION N 23 DEG 32 MIN W.
 PU2351'
 PU2351'IN 1925 THE REFERENCE MARK WAS NOT RECOVERED, BUT STOUT FLAGPOLE
 PU2351'WAS AT NORTH END OF PEAK 18.90 METES (62.0 FEET) FROM STATION
 PU2351'N 23 DEG 28 MIN W.
 PU2351
 PU2351                          STATION RECOVERY (1949)
 PU2351
 PU2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PU2351'THE STATION WAS RECOVERED AND ONLY THE STEM OF THE STATION
 PU2351'DISK WAS FIRM IN DRILL HOLE.  THE OLD REFERENCE MARK WAS NOT
 PU2351'RECOVERED AND IS BELIEVED TO BE LOST.  A TRAVERSE CONNECTION
 PU2351'WAS MADE FROM TERRY 2 TO TERRY 1912.  IT IS 1.241 METERS
 PU2351'(4.07 FEET) SOUTH OF TERRY 2.  DUE TO ROAD CHANGES IN THE
 PU2351'VICINITY OF THE STATION THE ORIGINAL DESCRIPTION TO REACH
 PU2351'THE STATION NO LONGER APPLIES.  A NEW DESCRIPTION FOLLOWS.
 PU2351'
 PU2351'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE
 PU2351'TOWN OF TERRY, ON THE TOP OF TERRY PEAK, WELL-KNOWN PEAK
 PU2351'OF THE BLACK HILLS.
 PU2351'
 PU2351'TO REACH THE STATION FROM THE POST OFFICE IN LEAD, SOUTH DAKOTA,
 PU2351'GO SOUTHWESTERLY ON U.S. HIGHWAY 85 FOR 6 MILES TO A SIDE
 PU2351'ROAD ON THE RIGHT AND SIGN TERRY PEAK 3 MILES TURN RIGHT,
 PU2351'AND FOLLOW THIS ROUGH ROCK AND GRAVELED ROAD FOR 3 MILES TO
 PU2351'THE SUMMIT AND STATION.
 PU2351
 PU2351                          STATION RECOVERY (2007)
 PU2351
 PU2351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2007 (RFT)
 PU2351'AN OBSERVATION DECK AND A FOOT PATH LEADING TO IT HAVE BEEN
 PU2351'CONSTRUCTED BETWEEN THE END OF THE ROAD AND THE MARK.  THE MARK IS
 PU2351'LOCATED ON THE FAR SIDE OF THE OBSERVATION DECK.  THIS SITE IS
 PU2351'SUITABLE FOR SATELITE OBSERVATIONS.
 PU2351
 PU2351                          STATION RECOVERY (2021)
 PU2351
 PU2351'RECOVERY NOTE BY US FOREST SERVICE 2021 (JRS)
 PU2351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2350 ***********************************************************************
 PU2350  DESIGNATION -  TERRY 2
 PU2350  PID         -  PU2350
 PU2350  STATE/COUNTY-  SD/LAWRENCE
 PU2350  COUNTRY     -  US
 PU2350  USGS QUAD   -  LEAD (2017)
 PU2350
 PU2350                         *CURRENT SURVEY CONTROL
 PU2350  ______________________________________________________________________
 PU2350* NAD 83(1996) POSITION- 44 19 39.48791(N) 103 50 08.06004(W)   ADJUSTED
 PU2350* NAD 83(1996) ELLIP HT-  2141.332 (meters)        (05/25/04)   ADJUSTED
 PU2350* NAVD 88 ORTHO HEIGHT -  2154.8   (meters)     7070.    (feet) VERTCON3
 PU2350  ______________________________________________________________________
 PU2350  GEOID HEIGHT    -        -13.387 (meters)                     GEOID18
 PU2350  NAD 83(1996) X  - -1,093,246.260 (meters)                     COMP
 PU2350  NAD 83(1996) Y  - -4,439,002.450 (meters)                     COMP
 PU2350  NAD 83(1996) Z  -  4,435,703.270 (meters)                     COMP
 PU2350  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC18
 PU2350  HORZ ORDER      -  FIRST
 PU2350  ELLP ORDER      -  FOURTH    CLASS II
 PU2350
 PU2350.The horizontal coordinates were established by classical geodetic methods
 PU2350.and adjusted by the National Geodetic Survey in January 1998.
 PU2350
 PU2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2350
 PU2350.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2350.GEOID18 height accuracy estimate available here.
 PU2350
 PU2350.Click photographs - Photos may exist for this station.
 PU2350
 PU2350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU2350
 PU2350.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2350
 PU2350.The ellipsoidal height was determined by GPS observations
 PU2350.and is referenced to NAD 83.
 PU2350
 PU2350. The following values were computed from the NAD 83(1996) position.
 PU2350
 PU2350;                    North         East     Units Scale Factor Converg.
 PU2350;SPC SD N     -    62,174.653   294,170.171   MT  1.00001825   -2 42 52.5
 PU2350;SPC SD N     -   203,984.67    965,123.30   sFT  1.00001825   -2 42 52.5
 PU2350;UTM  13      - 4,908,922.914   592,841.852   MT  0.99970600   +0 48 49.4
 PU2350
 PU2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2350!SPC SD N     -   0.99966435  x   1.00001825  =   0.99968260
 PU2350!UTM  13      -   0.99966435  x   0.99970600  =   0.99937045
 PU2350
 PU2350:                Primary Azimuth Mark                     Grid Az
 PU2350:SPC SD N     -  TERRY 2 AZ MK                            124 54 03.5
 PU2350:UTM  13      -  TERRY 2 AZ MK                            121 22 21.6
 PU2350
 PU2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9284108922(NAD 83)
 PU2350
 PU2350|---------------------------------------------------------------------|
 PU2350| PID    Reference Object                     Distance      Geod. Az  |
 PU2350|                                                           dddmmss.s |
 PU2350| CQ4205 TERRY 2 RM 1                          4.323 METERS 08406     |
 PU2350| CQ4207 TERRY 2 RM 3                          4.744 METERS 11009     |
 PU2350| CQ4204 TERRY 2 AZ MK                                      1221111.0 |
 PU2350| PU2351 TERRY                                 1.230 METERS 18610     |
 PU2350| PV0497 SUNDANCE RM 2                       APPROX.51.9 KM 2890739.1 |
 PU2350| CQ4206 TERRY 2 RM 2                          8.056 METERS 32817     |
 PU2350| PU2349 TERRY PEAK LOOKOUT TOWER             15.234 METERS 33421     |
 PU2350|---------------------------------------------------------------------|
 PU2350
 PU2350                          SUPERSEDED SURVEY CONTROL
 PU2350
 PU2350  ELLIP H (01/23/98) 2141.385  (m)                       GP(       ) 4 1
 PU2350  ELLIP H (08/18/97) 2141.480  (m)                       GP(       ) 4 1
 PU2350  NAD 83(1993)-  44 19 39.48100(N)    103 50 08.06275(W) AD(       ) 1
 PU2350  NAD 83(1986)-  44 19 39.47728(N)    103 50 08.05462(W) AD(       ) 1
 PU2350  NAD 27      -  44 19 39.53520(N)    103 50 06.32900(W) AD(       ) 1
 PU2350  NGVD 29 (06/17/92) 2154.1    (m)  UNKNOWN  model used  GPS OBS        
 PU2350  NGVD 29 (07/19/86) 2153.2    (m)         7064.     (f) VERT ANG       
 PU2350
 PU2350.Superseded values are not recommended for survey control.
 PU2350
 PU2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2350.See file dsdata.pdf to determine how the superseded data were derived.
 PU2350
 PU2350_MARKER: DS = TRIANGULATION STATION DISK
 PU2350_SETTING: 66 = SET IN ROCK OUTCROP
 PU2350_STAMPING: TERRY 2 1949
 PU2350_MARK LOGO: CGS
 PU2350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU2350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2350+STABILITY: POSITION/ELEVATION WELL
 PU2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2350+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2021
 PU2350
 PU2350  HISTORY     - Date     Condition        Report By
 PU2350  HISTORY     - 1949     MONUMENTED       CGS
 PU2350  HISTORY     - 1949     GOOD             CGS
 PU2350  HISTORY     - 1950     GOOD             CGS
 PU2350  HISTORY     - 1962     GOOD             CGS
 PU2350  HISTORY     - 19911020 GOOD             USFS
 PU2350  HISTORY     - 20210807 GOOD             USFS
 PU2350
 PU2350                          STATION DESCRIPTION
 PU2350
 PU2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PU2350'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF THE TOWN
 PU2350'OF TERRY, ON TOP OF TERRY PEAK, WELL-KNOWN PEAK OF THE BLACK
 PU2350'HILLS, 67 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A
 PU2350'SMALL ROCK BUILDING, 58.3 FEET SOUTHEAST OF A 15-FOOT, 2-INCH
 PU2350'IRON PIPE, 23.3 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 PU2350'SMALL WOODEN BUILDING, AND ON LAND OWNED BY THE U.S. GOVERNMENT.
 PU2350'
 PU2350'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LEAD, SOUTH
 PU2350'DAKOTA, GO SOUTHWESTERLY ON U.S. HIGHWAY 85 FOR 6 MILES TO A
 PU2350'SIDE ROAD ON THE RIGHT AND SIGN TERRY PEAK 3 MILES.  TURN
 PU2350'RIGHT AND FOLLOW THIS ROUGH ROCK AND GRAVELED ROAD FOR 2.7
 PU2350'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW,
 PU2350'CONTINUE ON THE MAIN ROAD FOR 0.3 MILES TO THE TOP OF THE HILL
 PU2350'AND THE STATION AS DESCRIBED.
 PU2350'
 PU2350'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 PU2350'OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND IS STAMPED
 PU2350'TERRY 2 1949.
 PU2350'
 PU2350'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2350'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND
 PU2350'IS STAMPED TERRY 2 NO 1 1949.
 PU2350'
 PU2350'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2350'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND
 PU2350'IS STAMPED TERRY 2 NO 2 1949.
 PU2350'
 PU2350'THE AZIMUTH MARK IS 24 FEET NORTHEAST OF THE APPROXIMATE
 PU2350'CENTERLINE OF THE ROAD, 12 FEET WEST OF A 1-FOOT TRIANGULAR
 PU2350'BLAZED PINE TREE, AND 4.7 FEET NORTH OF A WITNESS POST.  THE
 PU2350'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 PU2350'TOP OF A SMALL BOULDER WHICH PROTRUDES ABOUT 6 INCHES, FLUSHW
 PU2350'WITH THE SURFACE AND IS STAMPED TERRY 2 1949.
 PU2350
 PU2350                          STATION RECOVERY (1949)
 PU2350
 PU2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PU2350'RECOVERED IN GOOD CONDITION.
 PU2350
 PU2350                          STATION RECOVERY (1950)
 PU2350
 PU2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2350'STATION AND ALL MARKS, EXCEPT REFERENCE MARK NO. 1, WERE
 PU2350'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 PU2350'HAD BEEN DESTROYED.  THEREFORE, REFERENCE MARK NO. 3 WAS
 PU2350'ESTABLISHED BY THIS PARTY.  A COMPLETE DESCRIPTION OF MARKS
 PU2350'FOLLOWS--
 PU2350'
 PU2350'STATION MARK IS SET FLUSH IN BEDROCK, AND THE DISK IS STAMPED
 PU2350'TERRY 2 1949.
 PU2350'
 PU2350'REFERENCE MARK NO. 2 IS 12 FEET SOUTH OF THE SOUTH SIDE OF
 PU2350'LOOKOUT TOWER.  THE MARK IS SET FLUSH IN BEDROCK, AND THE DISK
 PU2350'IS STAMPED TERRY 2 NO 2 1949.
 PU2350'
 PU2350'REFERENCE MARK NO. 3 IS 40 FEET NORTHWEST OF A POWER LINE POLE.
 PU2350'THE MARK IS SET FLUSH IN BEDROCK, AND THE DISK IS STAMPED
 PU2350'TERRY 2 NO 3 1949.
 PU2350'
 PU2350'AZIMUTH MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED TERRY
 PU2350'2 1949.
 PU2350'
 PU2350'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 PU2350
 PU2350                          STATION RECOVERY (1962)
 PU2350
 PU2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWY)
 PU2350'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 PU2350'IN GOOD CONDITION.  NO OBSERVATIONS WERE MADE FROM THE
 PU2350'STATION THIS DATE AND WAS USED FOR A CHECK ANGLE ONLY.
 PU2350
 PU2350                          STATION RECOVERY (1991)
 PU2350
 PU2350'RECOVERY NOTE BY US FOREST SERVICE 1991
 PU2350'THE STATION IS LOCATED ON TERRY PEAK, THE HIGHEST PEAK IN LAWERENCE CO
 PU2350'. APROX. 3.5 MI (5.63 KM) . SOUTHWEST OF LEAD, S.D. IN THE BLACK HILLS
 PU2350'NATIONAL FOREST.
 PU2350'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 14A AND 85
 PU2350'(CHEYENNE CROSSING), TRAVEL EAST ON 85 2.6 MI (4.18 KM) . TO THE
 PU2350'INTERSECTION OF FOREST SERVICE RD. 194 (TERRY PEAK SUMMIT ROAD). TAKE
 PU2350'F.S. RD. 194 3.4 MI (5.47 KM) . TO ITS TERMINUS AT THE PARKING LOT
 PU2350'FOR THE OBSERVATION PLATFORM. GO 400 FT. ON A TRAIL THAT LEADS SOUTH
 PU2350'FROM THE PARKING LOT TO ITS END AT A RADIO EQUIPMENT SHACK. THE
 PU2350'STATION IS ABOUT 30 FT. FROM THIS POINT ALONG AN ASPHALT PATH WHICH
 PU2350'LEADS TO THE OBSERVATION PLATFORM. STATION IS 4 FT. EAST OF THE WALK
 PU2350', 40 FT. S. OF THE PLATFORM AND 15 FT. NW. OF THE EAST LEG OF A
 PU2350'MICROWAVE TOWER.
 PU2350
 PU2350                          STATION RECOVERY (2021)
 PU2350
 PU2350'RECOVERY NOTE BY US FOREST SERVICE 2021 (JRS)
 PU2350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1043 ***********************************************************************
 PT1043  DESIGNATION -  TETON
 PT1043  PID         -  PT1043
 PT1043  STATE/COUNTY-  SD/STANLEY
 PT1043  COUNTRY     -  US
 PT1043  USGS QUAD   -  PIERRE SW (2017)
 PT1043
 PT1043                         *CURRENT SURVEY CONTROL
 PT1043  ______________________________________________________________________
 PT1043* NAD 83(1996) POSITION- 44 19 24.85490(N) 100 28 46.76578(W)   ADJUSTED
 PT1043* NAVD 88 ORTHO HEIGHT -   553.    (meters)     1814.    (feet) SCALED
 PT1043  ______________________________________________________________________
 PT1043  GEOID HEIGHT    -        -23.493 (meters)                     GEOID18
 PT1043  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 PT1043  HORZ ORDER      -  SECOND
 PT1043
 PT1043.The horizontal coordinates were established by classical geodetic methods
 PT1043.and adjusted by the National Geodetic Survey in January 1998.
 PT1043
 PT1043.The orthometric height was scaled from a topographic map.
 PT1043
 PT1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1043.GEOID18 height accuracy estimate available here.
 PT1043
 PT1043.Click photographs - Photos may exist for this station.
 PT1043
 PT1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1043
 PT1043. The following values were computed from the NAD 83(1996) position.
 PT1043
 PT1043;                    North         East     Units Scale Factor Converg.
 PT1043;SPC SD S     -   221,117.212   588,328.101   MT  0.99998264   -0 06 03.4
 PT1043;SPC SD S     -   725,448.72  1,930,206.44   sFT  0.99998264   -0 06 03.4
 PT1043;UTM  14      - 4,908,876.736   382,016.086   MT  0.99977119   -1 02 02.3
 PT1043
 PT1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1043!SPC SD S     -   0.99991692  x   0.99998264  =   0.99989956
 PT1043!UTM  14      -   0.99991692  x   0.99977119  =   0.99968813
 PT1043
 PT1043:                Primary Azimuth Mark                     Grid Az
 PT1043:SPC SD S     -  TETON AZ MK                              125 20 35.9
 PT1043:UTM  14      -  TETON AZ MK                              126 16 34.8
 PT1043
 PT1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8201608876(NAD 83)
 PT1043
 PT1043|---------------------------------------------------------------------|
 PT1043| PID    Reference Object                     Distance      Geod. Az  |
 PT1043|                                                           dddmmss.s |
 PT1043| CO6267 TETON RM 1                           11.789 METERS 12158     |
 PT1043| CO6266 TETON AZ MK                                        1251432.5 |
 PT1043| CO6268 TETON RM 2                           12.915 METERS 22647     |
 PT1043|---------------------------------------------------------------------|
 PT1043
 PT1043                          SUPERSEDED SURVEY CONTROL
 PT1043
 PT1043  NAD 83(1986)-  44 19 24.85058(N)    100 28 46.76915(W) AD(       ) 2
 PT1043  NAD 27      -  44 19 24.91600(N)    100 28 45.28000(W) AD(       ) 2
 PT1043
 PT1043.Superseded values are not recommended for survey control.
 PT1043
 PT1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1043.See file dsdata.pdf to determine how the superseded data were derived.
 PT1043
 PT1043_MARKER: DS = TRIANGULATION STATION DISK
 PT1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1043_STAMPING: TETON 1952
 PT1043_MARK LOGO: CGS
 PT1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1043+STABILITY: SURFACE MOTION
 PT1043
 PT1043  HISTORY     - Date     Condition        Report By
 PT1043  HISTORY     - 1952     MONUMENTED       CGS
 PT1043  HISTORY     - 1965     SEE DESCRIPTION  USFS
 PT1043
 PT1043                          STATION DESCRIPTION
 PT1043
 PT1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1043'THE STATION IS IN SECTION 11, T 4 N, R 30 E, ON THE SOUTHEASTERN
 PT1043'END OF A RIDGE BETWEEN WILLOW AND POWELL CREEKS, ABOUT 5-1/2
 PT1043'MILES WEST AND 2-1/2 MILES SOUTH OF FORT PIERRE, 45 FEET SOUTHWEST
 PT1043'OF THE CENTER OF A GRADED ROAD AND 5 FEET SOUTHWEST OF A WHITE
 PT1043'4 X 4 INCH WITNESS POST.
 PT1043'
 PT1043'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PIERRE, GO
 PT1043'SOUTH ON U.S. HIGHWAY 83 FOR 1.4 MILES TO A SIDE ROAD ON THE
 PT1043'RIGHT, TURN RIGHT (WEST) AND FOLLOW THE MAIN GRAVELED ROAD FOR
 PT1043'6.7N MILES TO A SIDE ROAD ON THE RIGHT AT THE TOP OF A HILL,
 PT1043'TURN RIGHT (NORTH WEST) AND GO FOR 0.25 MILE TO THE AZIMUTH
 PT1043'MARK AS DESCRIBED BELOW, CONTINUE NORTHWESTERLY FOR 0.3 MILE TO
 PT1043'THE STATION ON THE LEFT AS DESCRIBED.
 PT1043'
 PT1043'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PT1043'TETON 1952.
 PT1043'
 PT1043'REFERENCE MARK 1 IS 42 FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 PT1043'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED TETON NO 1
 PT1043'1952.
 PT1043'
 PT1043'REFERENCE MARK 2 PROJECTS 1 INCH AND THE DISK IS STAMPED TETON
 PT1043'NO 2 1952.
 PT1043'
 PT1043'THE AZIMUTH MARK IS ABOUT 125 FEET EAST OF A Y-JUNCTION OF TWO
 PT1043'GRADED ROADS, 24 FEET SOUTH OF THE CENTER OF THE GRADED ROAD TO
 PT1043'THE NORTH, 23 FEET NORTH OF THE CENTER OF THE GRADED ROAD TO THE
 PT1043'SOUTH AND 4 FEET SOUTHWEST OF A WHITE 4 X 4 INCH WITNESS POST.
 PT1043'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TETON 1952.
 PT1043'
 PT1043'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 PT1043
 PT1043                          STATION RECOVERY (1965)
 PT1043
 PT1043'RECOVERY NOTE BY US FOREST SERVICE 1965 (AWH)
 PT1043'THE STATION AND AZIMUTH MARKERS HAVE BEEN DESTROYED.  THE REFERENCE
 PT1043'MARKERS HAVE BEEN UPROOTED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0734 ***********************************************************************
 OS0734  DESIGNATION -  TEXSAM
 OS0734  PID         -  OS0734
 OS0734  STATE/COUNTY-  SD/MELLETTE
 OS0734  COUNTRY     -  US
 OS0734  USGS QUAD   -  CEDAR BUTTE NE (2017)
 OS0734
 OS0734                         *CURRENT SURVEY CONTROL
 OS0734  ______________________________________________________________________
 OS0734* NAD 83(1996) POSITION- 43 42 00.09514(N) 101 00 58.13190(W)   ADJUSTED
 OS0734* NAVD 88 ORTHO HEIGHT -   756.4   (meters)     2482.    (feet) VERTCON3
 OS0734  ______________________________________________________________________
 OS0734  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 OS0734  LAPLACE CORR    -         -8.10  (seconds)                    DEFLEC18
 OS0734  HORZ ORDER      -  FIRST
 OS0734
 OS0734.The horizontal coordinates were established by classical geodetic methods
 OS0734.and adjusted by the National Geodetic Survey in January 1998.
 OS0734
 OS0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0734
 OS0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0734.GEOID18 height accuracy estimate available here.
 OS0734
 OS0734.Click photographs - Photos may exist for this station.
 OS0734
 OS0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0734
 OS0734. The following values were computed from the NAD 83(1996) position.
 OS0734
 OS0734;                    North         East     Units Scale Factor Converg.
 OS0734;SPC SD S     -   152,054.081   544,964.573   MT  0.99990788   -0 28 15.7
 OS0734;SPC SD S     -   498,864.10  1,787,937.94   sFT  0.99990788   -0 28 15.7
 OS0734;UTM  14      - 4,840,531.481   337,543.395   MT  0.99992463   -1 23 35.6
 OS0734
 OS0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0734!SPC SD S     -   0.99988506  x   0.99990788  =   0.99979295
 OS0734!UTM  14      -   0.99988506  x   0.99992463  =   0.99980970
 OS0734
 OS0734:                Primary Azimuth Mark                     Grid Az
 OS0734:SPC SD S     -  TEXSAM AZ MK                             286 12 06.0
 OS0734:UTM  14      -  TEXSAM AZ MK                             287 07 25.9
 OS0734
 OS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3754340531(NAD 83)
 OS0734
 OS0734|---------------------------------------------------------------------|
 OS0734| PID    Reference Object                     Distance      Geod. Az  |
 OS0734|                                                           dddmmss.s |
 OS0734| CQ4210 TEXSAM RM 1                          92.705 METERS 01445     |
 OS0734| OS0727 OKATON CHURCH BELFRY                APPROX.23.0 KM 0255833.5 |
 OS0734| OS0712 MURDO MUNICIPAL TANK                APPROX.32.1 KM 0490056.6 |
 OS0734| CQ4211 TEXSAM RM 2                          64.941 METERS 06951     |
 OS0734| CQ4209 TEXSAM AZ MK                                       2854350.3 |
 OS0734| OS0770 KADOKA MUNICIPAL TANK               APPROX.42.4 KM 2904351.7 |
 OS0734| OS0742 BELVIDERE MUNICIPAL TANK            APPROX.25.2 KM 3053506.1 |
 OS0734|---------------------------------------------------------------------|
 OS0734
 OS0734                          SUPERSEDED SURVEY CONTROL
 OS0734
 OS0734  NAD 83(1995)-  43 42 00.08901(N)    101 00 58.13583(W) AD(       ) 1
 OS0734  NAD 83(1986)-  43 42 00.08999(N)    101 00 58.13848(W) AD(       ) 1
 OS0734  NAD 27      -  43 42 00.10400(N)    101 00 56.62500(W) AD(       ) 1
 OS0734  NGVD 29 (07/19/86)  755.9    (m)         2480.     (f) VERT ANG       
 OS0734
 OS0734.Superseded values are not recommended for survey control.
 OS0734
 OS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0734.See file dsdata.pdf to determine how the superseded data were derived.
 OS0734
 OS0734_MARKER: DS = TRIANGULATION STATION DISK
 OS0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0734_STAMPING: TEXSAM 1933
 OS0734_MARK LOGO: CGS
 OS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0734+STABILITY: SURFACE MOTION
 OS0734
 OS0734  HISTORY     - Date     Condition        Report By
 OS0734  HISTORY     - 1933     MONUMENTED       CGS
 OS0734  HISTORY     - 1936     GOOD             CGS
 OS0734
 OS0734                          STATION DESCRIPTION
 OS0734
 OS0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0734'STATION IS IN NW 1/4 SW 1/4 SEC. 16, T. 43 N., R. 31 W., PROSPECT
 OS0734'TOWNSHIP.  ABOUT 304 FEET SOUTH OF HALF-SECTION AND ABOUT ONE
 OS0734'QUARTER MILE EAST OF SECTION LINE DIVIDING SEC. 16 AND 17.
 OS0734'AZIMUTH MARK IS IN NORTHWEST CORNER OF SEC. 16.  REACHED FROM
 OS0734'STAMFORD BY GOING SOUTH 4.7 MILES TO WHITE RIVER.  CONTINUE
 OS0734'SOUTH ON RIGHT HAND FORK AT RIVER 4.7 MILES THENCE EAST 1 MILE
 OS0734'THENCE SOUTH 1 MILE TO SCHOOLHOUSE.  TURN EAST 1 MILE THENCE SOUTH
 OS0734'5.5 MILES TO POINT JUST SOUTH OF EAST-WEST FENCE AND TURN
 OS0734'LEFT.  STATION IS ABOUT 0.3 MILE EAST FROM THIS POINT ON
 OS0734'TOP OF SMOOTH HILL, TOWARD EASTERN PART OF HIGHEST POINT.
 OS0734'
 OS0734'REFERENCE MARK NO. 1 IS IN QUARTER-SECTION FENCE LINE ABOUT 300
 OS0734'FEET FROM TOP OF HILL AND ABOUT 0.25 MILE EAST FROM INTERSECTION
 OS0734'OF BOUNDARY BETWEEN SEC. 16 AND 17 AND SEC. 16 QUARTER-SECTION
 OS0734'FENCE.
 OS0734'
 OS0734'REFERENCE MARK NO. 2 IS ABOUT 350 FEET SOUTH OF EAST-WEST
 OS0734'QUARTER-SECTION FENCE, SEC. 16 AND ABOUT 0.25 MILE EAST OF
 OS0734'FENCE BETWEEN SEC. 16 AND 17 ON WESTERN BREAK OF HILL.
 OS0734'
 OS0734'AZIMUTH MARK IS ON EAST SIDE OF ROAD BETWEEN SEC. 16 AND 17 AT
 OS0734'THE INTERSECTION OF THE FENCE ON THE EAST SIDE OF ROAD AND THE
 OS0734'HALF-SECTION EAST-AND-WEST FENCE OF SEC. 16.
 OS0734'
 OS0734'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0734'BRONZE DISKS SET IN CONCRETE.
 OS0734'
 OS0734'HEIGHT OF LIGHT ABOVE STATION MARK - 0.4 METER.
 OS0734
 OS0734                          STATION RECOVERY (1936)
 OS0734
 OS0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0734'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 OS0734'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE CHECKED AND
 OS0734'FOUND TO BE CORRECT, EXCEPT THAT THE DIRECTION TO REFERENCE MARK
 OS0734'NO. 2 WAS FOUND TO BE 180 DEGREES IN ERROR.
 OS0734'
 OS0734'THE STATION IS LOCATED ABOUT 24-1/4 MILES NORTH AND WEST OF WHITE
 OS0734'RIVER, SOUTH DAKOTA.  0.2 MILE EAST OF A SECTION-LINE ROAD.  IN
 OS0734'AN OPEN FIELD ON THE HIGHEST PART OF PROMINENT GROUND.
 OS0734'
 OS0734'TO REACH THE STATION FROM WHITE RIVER GO WEST AND NORTH ON
 OS0734'STATE HIGHWAY 40 FOR 15 MILES TO CROSSROADS.  GO NORTH 9.1
 OS0734'MILES TO A T-ROAD WEST.  HERE TURN EAST IN A GATE AND FOLLOW THE
 OS0734'FENCE ON THE EAST SIDE OF THE ROAD 0.5 MILE SOUTH, KEEPING CLOSE
 OS0734'TO THE FENCE.  TURN EAST ALONG THE SOUTH EDGE OF A CULTIVATED
 OS0734'FIELD AND GO 0.2 MILE TO THE HIGHEST GROUND IN VICINITY AND
 OS0734'STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1121 ***********************************************************************
 PT1121  DESIGNATION -  THE LITTLE BROWN METH CH BEL
 PT1121  PID         -  PT1121
 PT1121  STATE/COUNTY-  SD/STANLEY
 PT1121  COUNTRY     -  US
 PT1121  USGS QUAD   -  HAYES SOUTH (2017)
 PT1121
 PT1121                         *CURRENT SURVEY CONTROL
 PT1121  ______________________________________________________________________
 PT1121* NAD 83(1996) POSITION- 44 22 20.55642(N) 101 04 27.14339(W)   ADJUSTED
 PT1121  ______________________________________________________________________
 PT1121  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 PT1121  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 PT1121  HORZ ORDER      -  THIRD
 PT1121
 PT1121.The horizontal coordinates were established by classical geodetic methods
 PT1121.and adjusted by the National Geodetic Survey in January 1998.
 PT1121
 PT1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1121.GEOID18 height accuracy estimate available here.
 PT1121
 PT1121.Click photographs - Photos may exist for this station.
 PT1121
 PT1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1121
 PT1121. The following values were computed from the NAD 83(1996) position.
 PT1121
 PT1121;                    North         East     Units Scale Factor Converg.
 PT1121;SPC SD S     -   226,793.504   540,951.462   MT  0.99999352   -0 30 39.9
 PT1121;SPC SD S     -   744,071.69  1,774,771.59   sFT  0.99999352   -0 30 39.9
 PT1121;UTM  14      - 4,915,325.570   334,745.110   MT  0.99993586   -1 27 03.1
 PT1121
 PT1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3474515325(NAD 83)
 PT1121
 PT1121                          SUPERSEDED SURVEY CONTROL
 PT1121
 PT1121  NAD 83(1986)-  44 22 20.54993(N)    101 04 27.14522(W) AD(       ) 3
 PT1121  NAD 27      -  44 22 20.60600(N)    101 04 25.63900(W) AD(       ) 3
 PT1121
 PT1121.Superseded values are not recommended for survey control.
 PT1121
 PT1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1121.See file dsdata.pdf to determine how the superseded data were derived.
 PT1121
 PT1121_MARKER: 75 = BELFRY
 PT1121
 PT1121  HISTORY     - Date     Condition        Report By
 PT1121  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1121
 PT1121                          STATION DESCRIPTION
 PT1121
 PT1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1121'THE STATION IS IN SECTION 23, T 5 N, R 25 E, ABOUT 3 MILES
 PT1121'WEST OF HAYES ALONG U.S. HIGHWAY 14.
 PT1121'
 PT1121'THE STATION IS THE LITTLE BROWN METHODIST CHURCH BELFRY.
 PT1121'IT IS A WOODEN BUILDING 40 FEET HIGH WITH A BELFRY ON THE
 PT1121'SOUTHWEST CORNER.  THE POINT OBSERVED WAS THE CENTER OF THE
 PT1121'BELFRY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0104 ***********************************************************************
 QT0104  DESIGNATION -  THISCHLER
 QT0104  PID         -  QT0104
 QT0104  STATE/COUNTY-  SD/MEADE
 QT0104  COUNTRY     -  US
 QT0104  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0104
 QT0104                         *CURRENT SURVEY CONTROL
 QT0104  ______________________________________________________________________
 QT0104* NAD 83(1986) POSITION- 45 01 39.     (N) 102 15 06.     (W)   SCALED
 QT0104* NAVD 88 ORTHO HEIGHT -   819.752 (meters)     2689.47  (feet) ADJUSTED
 QT0104  ______________________________________________________________________
 QT0104  GEOID HEIGHT    -        -18.910 (meters)                     GEOID18
 QT0104  DYNAMIC HEIGHT  -        819.586 (meters)     2688.93  (feet) COMP
 QT0104  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 QT0104
 QT0104  VERT ORDER      -  FIRST     CLASS II
 QT0104
 QT0104.The horizontal coordinates were scaled from a map and have
 QT0104.an estimated accuracy of +/- 6 seconds.
 QT0104
 QT0104.The orthometric height was determined by differential leveling and
 QT0104.adjusted by the NATIONAL GEODETIC SURVEY
 QT0104.in July 1998.
 QT0104
 QT0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0104.GEOID18 height accuracy estimate available here.
 QT0104
 QT0104.Click photographs - Photos may exist for this station.
 QT0104
 QT0104.The dynamic height is computed by dividing the NAVD 88
 QT0104.geopotential number by the normal gravity value computed on the
 QT0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0104.degrees latitude (g = 980.6199 gals.).
 QT0104
 QT0104.The modeled gravity was interpolated from observed gravity values.
 QT0104
 QT0104;                    North         East    Units  Estimated Accuracy
 QT0104;SPC SD N     -   135,170.      422,580.      MT  (+/- 180 meters Scaled)
 QT0104
 QT0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK165896(NAD 83)
 QT0104
 QT0104                          SUPERSEDED SURVEY CONTROL
 QT0104
 QT0104  NAVD 88 (06/15/91)  819.774  (m)         2689.54   (f) SUPERSEDED  1 2
 QT0104  NGVD 29 (??/??/92)  819.310  (m)         2688.02   (f) ADJ UNCH    1 2
 QT0104
 QT0104.Superseded values are not recommended for survey control.
 QT0104
 QT0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0104.See file dsdata.pdf to determine how the superseded data were derived.
 QT0104
 QT0104_MARKER: DS = TRIANGULATION STATION DISK
 QT0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0104_STAMPING: THISCHLER 1962
 QT0104_MARK LOGO: CGS
 QT0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0104+STABILITY: SURFACE MOTION
 QT0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0104+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0104
 QT0104  HISTORY     - Date     Condition        Report By
 QT0104  HISTORY     - 1962     MONUMENTED       CGS
 QT0104  HISTORY     - 1963     GOOD             CGS
 QT0104  HISTORY     - 19960425 GOOD             NGS
 QT0104
 QT0104                          STATION DESCRIPTION
 QT0104
 QT0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0104'11 MI W FROM FAITH.
 QT0104'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0104'FAITH, THENCE 10.6 MILES WEST ALONG U.S. HIGHWAY 212 TO A SIDE
 QT0104'ROAD RIGHT, THENCE 0.2 MILE NORTH TO THE FOOT OF A GRASSEY HILL,
 QT0104'THENCE 0.15 MILE WEST TO THE CREST OF A HILL, 4.5 FEET
 QT0104'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 QT0104'POST PROJECTING 4 INCHES.
 QT0104
 QT0104                          STATION RECOVERY (1996)
 QT0104
 QT0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0104'16.1 M (52.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0104'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.5 KM (0.30 MI)
 QT0104'NORTHERLY ALONG A GRAVELED ROAD, 215.0 M (705.4 FT) WEST OF THE ROAD
 QT0104'CENTER, 11.8 M (38.7 FT) NORTH OF REFERENCE MARK 2, 9.4 M (30.8 FT)
 QT0104'NORTHWEST OF REFERENCE MARK 1, 1.3 M (4.3 FT) NORTHEAST OF A METAL
 QT0104'GUARD POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0104'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY R.D.  EVITT, HCR 71,
 QT0104'BOX 20, FAITH, SD 57626, TELEPHONE NUMBER (605) 739-3531.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0105 ***********************************************************************
 QT0105  DESIGNATION -  THISCHLER RM 1
 QT0105  PID         -  QT0105
 QT0105  STATE/COUNTY-  SD/MEADE
 QT0105  COUNTRY     -  US
 QT0105  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0105
 QT0105                         *CURRENT SURVEY CONTROL
 QT0105  ______________________________________________________________________
 QT0105* NAD 83(1986) POSITION- 45 01 38.     (N) 102 15 05.     (W)   SCALED
 QT0105* NAVD 88 ORTHO HEIGHT -   819.018 (meters)     2687.06  (feet) ADJUSTED
 QT0105  ______________________________________________________________________
 QT0105  GEOID HEIGHT    -        -18.910 (meters)                     GEOID18
 QT0105  DYNAMIC HEIGHT  -        818.853 (meters)     2686.52  (feet) COMP
 QT0105  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 QT0105
 QT0105  VERT ORDER      -  FIRST     CLASS II
 QT0105
 QT0105.The horizontal coordinates were scaled from a map and have
 QT0105.an estimated accuracy of +/- 6 seconds.
 QT0105
 QT0105.The orthometric height was determined by differential leveling and
 QT0105.adjusted by the NATIONAL GEODETIC SURVEY
 QT0105.in July 1998.
 QT0105
 QT0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0105.GEOID18 height accuracy estimate available here.
 QT0105
 QT0105.Click photographs - Photos may exist for this station.
 QT0105
 QT0105.The dynamic height is computed by dividing the NAVD 88
 QT0105.geopotential number by the normal gravity value computed on the
 QT0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0105.degrees latitude (g = 980.6199 gals.).
 QT0105
 QT0105.The modeled gravity was interpolated from observed gravity values.
 QT0105
 QT0105;                    North         East    Units  Estimated Accuracy
 QT0105;SPC SD N     -   135,140.      422,600.      MT  (+/- 180 meters Scaled)
 QT0105
 QT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK165896(NAD 83)
 QT0105
 QT0105                          SUPERSEDED SURVEY CONTROL
 QT0105
 QT0105  NAVD 88 (06/15/91)  819.014  (m)         2687.05   (f) SUPERSEDED  1 2
 QT0105  NGVD 29 (??/??/92)  818.550  (m)         2685.53   (f) ADJ UNCH    1 2
 QT0105
 QT0105.Superseded values are not recommended for survey control.
 QT0105
 QT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0105.See file dsdata.pdf to determine how the superseded data were derived.
 QT0105
 QT0105_MARKER: DR = REFERENCE MARK DISK
 QT0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0105_STAMPING: THISCHLER NO 1 1962
 QT0105_MARK LOGO: CGS
 QT0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0105+STABILITY: SURFACE MOTION
 QT0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0105+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0105
 QT0105  HISTORY     - Date     Condition        Report By
 QT0105  HISTORY     - 1962     MONUMENTED       CGS
 QT0105  HISTORY     - 1963     GOOD             CGS
 QT0105  HISTORY     - 19960425 GOOD             NGS
 QT0105
 QT0105                          STATION DESCRIPTION
 QT0105
 QT0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0105'11 MI W FROM FAITH.
 QT0105'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0105'FAITH, THENCE 10.6 MILES WEST ALONG U.S. HIGHWAY 212 TO A SIDE
 QT0105'ROAD RIGHT, THENCE 0.2 MILE NORTH TO THE FOOT OF A GRASSEY HILL,
 QT0105'THENCE 0.15 MILE WEST TO THE CREST OF A HILL, 30.5 FEET
 QT0105'EAST-SOUTHEAST OF THISCHLER 1962, 29 FEET SOUTHEAST OF A METAL
 QT0105'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE STATION, AND
 QT0105'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QT0105
 QT0105                          STATION RECOVERY (1996)
 QT0105
 QT0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0105'16.1 M (52.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0105'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.5 KM (0.30 MI)
 QT0105'NORTHERLY ALONG A GRAVELED ROAD, 210.0 M (689.0 FT) WEST OF THE ROAD
 QT0105'CENTER, 12.2 M (40.0 FT) EAST OF REFERENCE MARK 2, 9.4 M (30.8 FT)
 QT0105'SOUTHEAST OF TRIANGULATION STATION THISCHLER, AND THE MONUMENT
 QT0105'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS
 QT0105'ON PROPERTY OWNED BY R.D.  EVITT, HCR 71, BOX 20, FAITH, SD 57626,
 QT0105'TELEPHONE NUMBER (605) 739-3531.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0103 ***********************************************************************
 QT0103  DESIGNATION -  THISCHLER RM 2
 QT0103  PID         -  QT0103
 QT0103  STATE/COUNTY-  SD/MEADE
 QT0103  COUNTRY     -  US
 QT0103  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0103
 QT0103                         *CURRENT SURVEY CONTROL
 QT0103  ______________________________________________________________________
 QT0103* NAD 83(1986) POSITION- 45 01 39.     (N) 102 15 05.     (W)   SCALED
 QT0103* NAVD 88 ORTHO HEIGHT -   819.050 (meters)     2687.17  (feet) ADJUSTED
 QT0103  ______________________________________________________________________
 QT0103  GEOID HEIGHT    -        -18.910 (meters)                     GEOID18
 QT0103  DYNAMIC HEIGHT  -        818.885 (meters)     2686.63  (feet) COMP
 QT0103  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 QT0103
 QT0103  VERT ORDER      -  FIRST     CLASS II
 QT0103
 QT0103.The horizontal coordinates were scaled from a map and have
 QT0103.an estimated accuracy of +/- 6 seconds.
 QT0103
 QT0103.The orthometric height was determined by differential leveling and
 QT0103.adjusted by the NATIONAL GEODETIC SURVEY
 QT0103.in July 1998.
 QT0103
 QT0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0103.GEOID18 height accuracy estimate available here.
 QT0103
 QT0103.Click photographs - Photos may exist for this station.
 QT0103
 QT0103.The dynamic height is computed by dividing the NAVD 88
 QT0103.geopotential number by the normal gravity value computed on the
 QT0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0103.degrees latitude (g = 980.6199 gals.).
 QT0103
 QT0103.The modeled gravity was interpolated from observed gravity values.
 QT0103
 QT0103;                    North         East    Units  Estimated Accuracy
 QT0103;SPC SD N     -   135,170.      422,600.      MT  (+/- 180 meters Scaled)
 QT0103
 QT0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK165896(NAD 83)
 QT0103
 QT0103                          SUPERSEDED SURVEY CONTROL
 QT0103
 QT0103  NAVD 88 (06/15/91)  819.060  (m)         2687.20   (f) SUPERSEDED  1 2
 QT0103  NGVD 29 (??/??/92)  818.596  (m)         2685.68   (f) ADJ UNCH    1 2
 QT0103
 QT0103.Superseded values are not recommended for survey control.
 QT0103
 QT0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0103.See file dsdata.pdf to determine how the superseded data were derived.
 QT0103
 QT0103_MARKER: DR = REFERENCE MARK DISK
 QT0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0103_STAMPING: THISCHLER NO 2 1962
 QT0103_MARK LOGO: CGS
 QT0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0103+STABILITY: SURFACE MOTION
 QT0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0103+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0103
 QT0103  HISTORY     - Date     Condition        Report By
 QT0103  HISTORY     - 1962     MONUMENTED       CGS
 QT0103  HISTORY     - 1963     GOOD             CGS
 QT0103  HISTORY     - 19960425 GOOD             NGS
 QT0103
 QT0103                          STATION DESCRIPTION
 QT0103
 QT0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0103'11 MI W FROM FAITH.
 QT0103'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 QT0103'AT FAITH, THENCE 10.6 MILES WEST ALONG U.S. HIGHWAY 212 TO A SIDE
 QT0103'ROAD RIGHT, THENCE 0.2 MILE NORTH TO THE FOOT OF A GRASSEY HILL,
 QT0103'THENCE 0.15 MILE WEST TO THE CREST OF A HILL, 38.6 FEET SOUTH OF
 QT0103'THISCHLER 1962, 34 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 QT0103'FEET BELOW THE LEVEL OF THE STATION, AND SET IN THE TOP OF A
 QT0103'CONCRETE POST PROJECTING 4 INCHES.
 QT0103
 QT0103                          STATION RECOVERY (1996)
 QT0103
 QT0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0103'16.1 M (52.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0103'JUNCTION OF STATE HIGHWAY 73 IN FAITH, THENCE 0.5 KM (0.30 MI)
 QT0103'NORTHERLY ALONG A GRAVELED ROAD, 216.0 M (708.7 FT) WEST OF THE ROAD
 QT0103'CENTER, 12.2 M (40.0 FT) WEST OF REFERENCE MARK 1, 11.8 M (38.7 FT)
 QT0103'SOUTH OF TRIANGULATION STATION THISCHLER, AND THE MONUMENT PROJECTS
 QT0103'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON
 QT0103'PROPERTY OWNED BY R.D.  EVITT, HCR 71, BOX 20, FAITH, SD 57626,
 QT0103'TELEPHONE NUMBER (605) 739-3531.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1113 ***********************************************************************
 PU1113  DESIGNATION -  THISTLE
 PU1113  PID         -  PU1113
 PU1113  STATE/COUNTY-  SD/BUTTE
 PU1113  COUNTRY     -  US
 PU1113  USGS QUAD   -  NEWELL LAKE (2017)
 PU1113
 PU1113                         *CURRENT SURVEY CONTROL
 PU1113  ______________________________________________________________________
 PU1113* NAD 83(1996) POSITION- 44 47 31.61702(N) 103 27 46.19207(W)   ADJUSTED
 PU1113* NAVD 88 ORTHO HEIGHT -   905.796 (meters)     2971.77  (feet) ADJUSTED
 PU1113  ______________________________________________________________________
 PU1113  GEOID HEIGHT    -        -16.330 (meters)                     GEOID18
 PU1113  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 PU1113  DYNAMIC HEIGHT  -        905.567 (meters)     2971.01  (feet) COMP
 PU1113  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 PU1113
 PU1113  HORZ ORDER      -  SECOND
 PU1113  VERT ORDER      -  SECOND    CLASS 0
 PU1113
 PU1113.The horizontal coordinates were established by classical geodetic methods
 PU1113.and adjusted by the National Geodetic Survey in January 1998.
 PU1113
 PU1113.The orthometric height was determined by differential leveling and
 PU1113.adjusted by the NATIONAL GEODETIC SURVEY
 PU1113.in June 1991.
 PU1113
 PU1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1113.GEOID18 height accuracy estimate available here.
 PU1113
 PU1113.Click photographs - Photos may exist for this station.
 PU1113
 PU1113.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1113
 PU1113.The dynamic height is computed by dividing the NAVD 88
 PU1113.geopotential number by the normal gravity value computed on the
 PU1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1113.degrees latitude (g = 980.6199 gals.).
 PU1113
 PU1113.The modeled gravity was interpolated from observed gravity values.
 PU1113
 PU1113. The following values were computed from the NAD 83(1996) position.
 PU1113
 PU1113;                    North         East     Units Scale Factor Converg.
 PU1113;SPC SD N     -   112,401.116   326,078.671   MT  0.99994928   -2 27 02.8
 PU1113;SPC SD N     -   368,769.33  1,069,809.77   sFT  0.99994928   -2 27 02.8
 PU1113;UTM  13      - 4,961,006.798   621,589.842   MT  0.99978180   +1 04 59.2
 PU1113
 PU1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1113!SPC SD N     -   0.99986056  x   0.99994928  =   0.99980985
 PU1113!UTM  13      -   0.99986056  x   0.99978180  =   0.99964239
 PU1113
 PU1113:                Primary Azimuth Mark                     Grid Az
 PU1113:SPC SD N     -  NEWELL MUNICIPAL TANK                    164 23 50.7
 PU1113:UTM  13      -  NEWELL MUNICIPAL TANK                    160 51 48.7
 PU1113
 PU1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2158961006(NAD 83)
 PU1113
 PU1113|---------------------------------------------------------------------|
 PU1113| PID    Reference Object                     Distance      Geod. Az  |
 PU1113|                                                           dddmmss.s |
 PU1113| PU1112 THISTLE RM 1                          7.765 METERS 09557     |
 PU1113| PU2272 NEWELL MUNICIPAL TANK               APPROX. 8.9 KM 1615647.9 |
 PU1113| PU1114 THISTLE RM 2                          7.830 METERS 26359     |
 PU1113|---------------------------------------------------------------------|
 PU1113
 PU1113                          SUPERSEDED SURVEY CONTROL
 PU1113
 PU1113  NAD 83(1993)-  44 47 31.61105(N)    103 27 46.19170(W) AD(       ) 2
 PU1113  NAD 83(1986)-  44 47 31.60658(N)    103 27 46.18828(W) AD(       ) 2
 PU1113  NAD 27      -  44 47 31.65680(N)    103 27 44.50130(W) AD(       ) 2
 PU1113  NGVD 29 (??/??/92)  905.316  (m)         2970.19   (f) ADJ UNCH    2 0
 PU1113  NGVD 29             905.32   (m)         2970.2    (f) LEVELING    3  
 PU1113
 PU1113.Superseded values are not recommended for survey control.
 PU1113
 PU1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1113.See file dsdata.pdf to determine how the superseded data were derived.
 PU1113
 PU1113_MARKER: DS = TRIANGULATION STATION DISK
 PU1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1113_STAMPING: THISTLE 1962
 PU1113_MARK LOGO: CGS
 PU1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1113+STABILITY: SURFACE MOTION
 PU1113
 PU1113  HISTORY     - Date     Condition        Report By
 PU1113  HISTORY     - 1962     MONUMENTED       CGS
 PU1113  HISTORY     - 1963     GOOD             CGS
 PU1113
 PU1113                          STATION DESCRIPTION
 PU1113
 PU1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1113'THE STATION IS IN THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED
 PU1113'ROAD, 6 MILES NORTH-NORTHWEST OF NEWELL, 1.85 MILES WEST OF STATE
 PU1113'HIGHWAY 79, AT THE EAST EDGE OF A FLAT BENCH OF LAND RISING ALONG
 PU1113'THE NORTH SIDE OF THE NEWELL IRRIGATION PROJECT AND IN THE
 PU1113'NORTHWEST 1/4 OF SECTION 36, T 10 N, R 5 E.
 PU1113'
 PU1113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 PU1113'STATE HIGHWAY 79 IN THE NORTHWEST CORNER OF NEWELL, DRIVE NORTH
 PU1113'ON STATE HIGHWAY 79 FOR 5.1 MILES TO A GRAVELED SIDE ROAD ON THE
 PU1113'LEFT.  TURN LEFT AND DRIVE WEST FOR 1.85 MILES TO A PROMINENT
 PU1113'SUMMIT AND THE STATION ON THE LEFT.
 PU1113'
 PU1113'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU1113'STAMPED THISTLE 1962.  THE SURFACE-STATION MARK IS SET IN THE
 PU1113'TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU1113'PROJECTING 1 INCHES ABOVE THE GROUND SURFACE.  IT IS 28.0 FEET
 PU1113'SOUTH OF THE CENTER OF THE ROAD, 22.5 FEET EAST-NORTHEAST OF
 PU1113'TELEPHONE POLE NUMBER 16, 6.5 FEET WEST-NORTHWEST OF A METAL
 PU1113'WITNESS POST WITH SIGN ATTACHED AND 2.5 FEET NORTH OF THE SOUTH
 PU1113'RIGHT-OF-WAY FENCE.
 PU1113'
 PU1113'REFERENCE MARK 1, A STANDARD DISK STAMPED THISTLE NO 1 1962, IS
 PU1113'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1113'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 PU1113'30.5 FEET SOUTH OF THE CENTER OF THE ROAD AND 0.5 FOOT NORTH OF
 PU1113'THE SOUTH RIGHT-OF-WAY FENCE.
 PU1113'
 PU1113'REFERENCE MARK 2, A STANDARD DISK STAMPED THISTLE NO 2 1962, IS
 PU1113'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1113'DIAMETER, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 PU1113'30.5 FEET SOUTH OF THE ROAD, 3.0 FEET NORTHEAST OF TELEPHONE
 PU1113'POLE NUMBER 16 AND 0.5 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 PU1113'FENCE.
 PU1113
 PU1113                          STATION RECOVERY (1963)
 PU1113
 PU1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1113'7.1 MI NW FROM NEWELL.
 PU1113'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1113'SCHOOL AT NEWELL, THENCE 1.85 MILES WEST ALONG A GRAVELED COUNTY
 PU1113'ROAD, 0.15 MILE EAST OF THE T-JUNCTION OF A ROAD LEADING SOUTH,
 PU1113'AT THE CREST OF A HILL, 31 FEET SOUTH OF THE CENTERLINE OF
 PU1113'THE ROAD, 25.7 FEET WEST OF R.M. 1, 25.7 FEET EAST OF R.M. 2,
 PU1113'3.0 FEET NORTH OF AN EAST-WEST FENCE, 6.7 FEET NORTHWEST OF A
 PU1113'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU1113'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1112 ***********************************************************************
 PU1112  DESIGNATION -  THISTLE RM 1
 PU1112  PID         -  PU1112
 PU1112  STATE/COUNTY-  SD/BUTTE
 PU1112  COUNTRY     -  US
 PU1112  USGS QUAD   -  NEWELL LAKE (2017)
 PU1112
 PU1112                         *CURRENT SURVEY CONTROL
 PU1112  ______________________________________________________________________
 PU1112* NAD 83(1986) POSITION- 44 47 31.59   (N) 103 27 45.84   (W)   HD_HELD1
 PU1112* NAVD 88 ORTHO HEIGHT -   905.849 (meters)     2971.94  (feet) ADJUSTED
 PU1112  ______________________________________________________________________
 PU1112  GEOID HEIGHT    -        -16.330 (meters)                     GEOID18
 PU1112  DYNAMIC HEIGHT  -        905.620 (meters)     2971.19  (feet) COMP
 PU1112  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 PU1112
 PU1112  VERT ORDER      -  SECOND    CLASS 0
 PU1112
 PU1112.The horizontal coordinates were determined by differentially corrected
 PU1112.hand held GPS observations or other comparable positioning techniques
 PU1112.and have an estimated accuracy of +/- 3 meters.
 PU1112
 PU1112.The orthometric height was determined by differential leveling and
 PU1112.adjusted by the NATIONAL GEODETIC SURVEY
 PU1112.in June 1991.
 PU1112
 PU1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1112.GEOID18 height accuracy estimate available here.
 PU1112
 PU1112.Click photographs - Photos may exist for this station.
 PU1112
 PU1112.The dynamic height is computed by dividing the NAVD 88
 PU1112.geopotential number by the normal gravity value computed on the
 PU1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1112.degrees latitude (g = 980.6199 gals.).
 PU1112
 PU1112.The modeled gravity was interpolated from observed gravity values.
 PU1112
 PU1112;                    North         East    Units  Estimated Accuracy
 PU1112;SPC SD N     -   112,400.0     326,086.4     MT  (+/- 3 meters HH1 GPS) 
 PU1112
 PU1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2159761006(NAD 83)
 PU1112
 PU1112                          SUPERSEDED SURVEY CONTROL
 PU1112
 PU1112  NGVD 29 (??/??/92)  905.369  (m)         2970.36   (f) ADJ UNCH    2 0
 PU1112
 PU1112.Superseded values are not recommended for survey control.
 PU1112
 PU1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1112.See file dsdata.pdf to determine how the superseded data were derived.
 PU1112
 PU1112_MARKER: DR = REFERENCE MARK DISK
 PU1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1112_STAMPING: THISTLE NO 1 1962
 PU1112_MARK LOGO: CGS
 PU1112_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1112+STABILITY: SURFACE MOTION
 PU1112
 PU1112  HISTORY     - Date     Condition        Report By
 PU1112  HISTORY     - 1962     MONUMENTED       CGS
 PU1112  HISTORY     - 1963     GOOD             CGS
 PU1112
 PU1112                          STATION DESCRIPTION
 PU1112
 PU1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1112'7.1 MI NW FROM NEWELL.
 PU1112'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1112'SCHOOL AT NEWELL, THENCE 1.85 MILES WEST ALONG A GRAVELED COUNTY
 PU1112'ROAD, 0.15 MILE EAST OF THE T-JUNCTION OF A ROAD LEADING SOUTH,
 PU1112'51.0 FEET EAST OF R.M. 2, 34 FEET SOUTH OF THE CENTERLINE OF
 PU1112'THE ROAD, 25.7 FEET EAST OF THE STATION MARK, 0.5 FOOT NORTH
 PU1112'OF AN EAST-WEST FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1112'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1114 ***********************************************************************
 PU1114  DESIGNATION -  THISTLE RM 2
 PU1114  PID         -  PU1114
 PU1114  STATE/COUNTY-  SD/BUTTE
 PU1114  COUNTRY     -  US
 PU1114  USGS QUAD   -  NEWELL LAKE (2017)
 PU1114
 PU1114                         *CURRENT SURVEY CONTROL
 PU1114  ______________________________________________________________________
 PU1114* NAD 83(1986) POSITION- 44 47 31.59   (N) 103 27 46.55   (W)   HD_HELD1
 PU1114* NAVD 88 ORTHO HEIGHT -   905.845 (meters)     2971.93  (feet) ADJUSTED
 PU1114  ______________________________________________________________________
 PU1114  GEOID HEIGHT    -        -16.330 (meters)                     GEOID18
 PU1114  DYNAMIC HEIGHT  -        905.617 (meters)     2971.18  (feet) COMP
 PU1114  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 PU1114
 PU1114  VERT ORDER      -  SECOND    CLASS 0
 PU1114
 PU1114.The horizontal coordinates were determined by differentially corrected
 PU1114.hand held GPS observations or other comparable positioning techniques
 PU1114.and have an estimated accuracy of +/- 3 meters.
 PU1114
 PU1114.The orthometric height was determined by differential leveling and
 PU1114.adjusted by the NATIONAL GEODETIC SURVEY
 PU1114.in June 1991.
 PU1114
 PU1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1114.GEOID18 height accuracy estimate available here.
 PU1114
 PU1114.Click photographs - Photos may exist for this station.
 PU1114
 PU1114.The dynamic height is computed by dividing the NAVD 88
 PU1114.geopotential number by the normal gravity value computed on the
 PU1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1114.degrees latitude (g = 980.6199 gals.).
 PU1114
 PU1114.The modeled gravity was interpolated from observed gravity values.
 PU1114
 PU1114;                    North         East    Units  Estimated Accuracy
 PU1114;SPC SD N     -   112,400.6     326,070.8     MT  (+/- 3 meters HH1 GPS) 
 PU1114
 PU1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2158161005(NAD 83)
 PU1114
 PU1114                          SUPERSEDED SURVEY CONTROL
 PU1114
 PU1114  NGVD 29 (??/??/92)  905.366  (m)         2970.36   (f) ADJ UNCH    2 0
 PU1114
 PU1114.Superseded values are not recommended for survey control.
 PU1114
 PU1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1114.See file dsdata.pdf to determine how the superseded data were derived.
 PU1114
 PU1114_MARKER: DR = REFERENCE MARK DISK
 PU1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1114_STAMPING: THISTLE NO 2 1962
 PU1114_MARK LOGO: CGS
 PU1114_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1114+STABILITY: SURFACE MOTION
 PU1114
 PU1114  HISTORY     - Date     Condition        Report By
 PU1114  HISTORY     - 1962     MONUMENTED       CGS
 PU1114  HISTORY     - 1963     GOOD             CGS
 PU1114
 PU1114                          STATION DESCRIPTION
 PU1114
 PU1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1114'7.1 MI NW FROM NEWELL.
 PU1114'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1114'SCHOOL AT NEWELL, THENCE 1.85 MILES WEST ALONG A GRAVELED COUNTY
 PU1114'ROAD, 0.15 MILE EAST OF THE T-JUNCTION OF A ROAD LEADING SOUTH,
 PU1114'51.0 FEET WEST OF R.M. 1, 34 FEET SOUTH OF THE CENTERLINE OF
 PU1114'THE ROAD, 25.7 FEET WEST OF THE STATION MARK, 0.5 FOOT NORTH
 PU1114'OF AN EAST-WEST FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1114'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0917 ***********************************************************************
 OR0917  DESIGNATION -  THOMAS
 OR0917  PID         -  OR0917
 OR0917  STATE/COUNTY-  SD/TRIPP
 OR0917  COUNTRY     -  US
 OR0917  USGS QUAD   -  DALLAS SW (2017)
 OR0917
 OR0917                         *CURRENT SURVEY CONTROL
 OR0917  ______________________________________________________________________
 OR0917* NAD 83(1996) POSITION- 43 06 47.66595(N) 099 37 47.71154(W)   ADJUSTED
 OR0917* NAVD 88 ORTHO HEIGHT -   726.77  (+/-2cm)     2384.4   (feet) VERTCON3
 OR0917  ______________________________________________________________________
 OR0917  GEOID HEIGHT    -        -24.937 (meters)                     GEOID18
 OR0917  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 OR0917  HORZ ORDER      -  FIRST
 OR0917  VERT ORDER      -  THIRD ? (See Below)
 OR0917
 OR0917.The horizontal coordinates were established by classical geodetic methods
 OR0917.and adjusted by the National Geodetic Survey in January 1998.
 OR0917
 OR0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0917
 OR0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0917.GEOID18 height accuracy estimate available here.
 OR0917
 OR0917.The vertical order pertains to the NGVD 29 superseded value.
 OR0917
 OR0917.Click photographs - Photos may exist for this station.
 OR0917
 OR0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0917
 OR0917. The following values were computed from the NAD 83(1996) position.
 OR0917
 OR0917;                    North         East     Units Scale Factor Converg.
 OR0917;SPC SD S     -    86,883.319   657,247.765   MT  0.99994549   +0 29 06.9
 OR0917;SPC SD S     -   285,049.69  2,156,320.38   sFT  0.99994549   +0 29 06.9
 OR0917;UTM  14      - 4,773,582.636   448,750.589   MT  0.99963231   -0 25 49.9
 OR0917
 OR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0917!SPC SD S     -   0.99988995  x   0.99994549  =   0.99983545
 OR0917!UTM  14      -   0.99988995  x   0.99963231  =   0.99952230
 OR0917
 OR0917:                Primary Azimuth Mark                     Grid Az
 OR0917:SPC SD S     -  THOMAS AZ MK                             203 37 46.4
 OR0917:UTM  14      -  THOMAS AZ MK                             204 32 43.2
 OR0917
 OR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4875073582(NAD 83)
 OR0917
 OR0917|---------------------------------------------------------------------|
 OR0917| PID    Reference Object                     Distance      Geod. Az  |
 OR0917|                                                           dddmmss.s |
 OR0917| OR0913 DALLAS MUNICIPAL TANK               APPROX.16.3 KM 0341444.7 |
 OR0917| OR0914 DALLAS CATH CH BELFRY BASE FP       APPROX.16.3 KM 0342106.5 |
 OR0917| CO4683 THOMAS RM 1                          19.693 METERS 07550     |
 OR0917| OR0915 PAXTON CATH CH WHITE CUPOLA         APPROX. 8.6 KM 1133439.4 |
 OR0917| CO4684 THOMAS RM 2                          19.565 METERS 16126     |
 OR0917| CO4682 THOMAS AZ MK                                       2040653.3 |
 OR0917| OR0918 HOPE LUTHERAN CHURCH CUPOLA         APPROX.11.8 KM 2570518.6 |
 OR0917| OR0909 COLOME MUNICIPAL TANK               APPROX.18.0 KM 3353813.9 |
 OR0917| OR0910 COLOME CHURCH CUPOLA                APPROX.17.8 KM 3361438.8 |
 OR0917|---------------------------------------------------------------------|
 OR0917
 OR0917                          SUPERSEDED SURVEY CONTROL
 OR0917
 OR0917  NAD 83(1995)-  43 06 47.66555(N)    099 37 47.71206(W) AD(       ) 1
 OR0917  NAD 83(1986)-  43 06 47.67218(N)    099 37 47.72029(W) AD(       ) 1
 OR0917  NAD 27      -  43 06 47.66000(N)    099 37 46.31200(W) AD(       ) 1
 OR0917  NGVD 29             726.42   (m)         2383.3    (f) LEVELING    3  
 OR0917
 OR0917.Superseded values are not recommended for survey control.
 OR0917
 OR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0917.See file dsdata.pdf to determine how the superseded data were derived.
 OR0917
 OR0917_MARKER: DS = TRIANGULATION STATION DISK
 OR0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0917_STAMPING: THOMAS 1936
 OR0917_MARK LOGO: CGS
 OR0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0917+STABILITY: SURFACE MOTION
 OR0917
 OR0917  HISTORY     - Date     Condition        Report By
 OR0917  HISTORY     - 1936     MONUMENTED       CGS
 OR0917
 OR0917                          STATION DESCRIPTION
 OR0917
 OR0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0917'STATION IS ABOUT 13-1/2 MILES AIRLINE, AND 15 MILES BY ROAD
 OR0917'SOUTHWEST OF DALLAS, ABOUT 12 MILES AIRLINE, AND 14.3 MILES
 OR0917'BY ROAD SOUTH-SOUTHEAST OF COLOME, ON PROPERTY OWNED BY HENRY J.
 OR0917'ABRAHAM OF OMAHA, NEBR., ON HIGHEST POINT OF DIRT KNOLL, 0.15
 OR0917'MILE EAST OF NORTH-SOUTH DIRT ROAD, 0.2 MILE NORTH OF EAST-WEST
 OR0917'DIRT ROAD, 0.2 MILE DIRECTLY EAST OF RANCH HOUSE OCCUPIED BY
 OR0917'J.W.  THOMAS.  THE MARK PROJECTS 4 INCHES.
 OR0917'
 OR0917'REFERENCE MARK NO. 1 IS EAST OF STATION ON EAST SLOPE OF KNOLL.
 OR0917'THE MARK PROJECTS 5 INCHES.
 OR0917'
 OR0917'REFERENCE MARK NO. 2 IS SOUTH OF STATION.  THE MARK PROJECTS
 OR0917'3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 87.54
 OR0917'FEET.
 OR0917'
 OR0917'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION AT WEST SIDE
 OR0917'OF NORTH-SOUTH ROAD, 0.2 MILE SOUTH OF CROSSROADS, 100 YARDS
 OR0917'NORTHEAST OF FARMHOUSE, 36 FEET WEST OF CENTERLINE OF ROAD.
 OR0917'THE MARK PROJECTS 6 INCHES.
 OR0917'
 OR0917'TO REACH THE STATION FROM WATER TANK IN DALLAS, GO WEST ON
 OR0917'U.S. HIGHWAY 18 FOR 5.85 MILES TO CROSSROADS, THENCE SOUTH ON
 OR0917'DIRT ROAD 8.65 MILES TO CROSSROADS, THENCE EAST 0.1 MILE TO GATE
 OR0917'IN WIRE FENCE ON NORTH SIDE OF ROAD.  TURN NORTH THROUGH GATE
 OR0917'AND BEAR NORTH-NORTHEAST 0.2 MILE TO HIGHEST POINT OF KNOLL AND
 OR0917'STATION.
 OR0917'
 OR0917'TO REACH FROM COLOME, GO SOUTH ON U.S. HIGHWAY 83 FOR 9.0 MILES
 OR0917'TO STURDS HALL AND GASOLINE STATION, WHERE THE HIGHWAY TURNS
 OR0917'DUE WEST.  TURN EAST AND GO 4.0 MILES TO DIRT CROSSROADS, THENCE
 OR0917'SOUTH 1.0 MILE TO DIRT CROSSROADS, THENCE EAST 0.1 MILE TO GATE
 OR0917'IN WIRE FENCE ON NORTH SIDE OF ROAD, TURN NORTH THROUGH GATE
 OR0917'AND BEAR NORTH-NORTHEAST TO HIGHEST POINT OF KNOLL AND STATION.
 OR0917'
 OR0917'A 74-FOOT SIGNAL AT HEATH, FARRAN, COLOME, DALLAS (1934) AND
 OR0917'DICKENS (1934) IS VISIBLE AT THE GROUND FROM THIS STATION.
 OR0917'
 OR0917'A SIGNAL ON THE GROUND AT BAMERLIN IS VISIBLE FROM THE GROUND
 OR0917'AT THIS STATION.
 OR0917'
 OR0917'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OR0917'BRONZE DISKS SET AS DESCRIBED.
 OR0917'
 OR0917'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0691 ***********************************************************************
 PS0691  DESIGNATION -  THOMPSON
 PS0691  PID         -  PS0691
 PS0691  STATE/COUNTY-  SD/BUFFALO
 PS0691  COUNTRY     -  US
 PS0691  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0691
 PS0691                         *CURRENT SURVEY CONTROL
 PS0691  ______________________________________________________________________
 PS0691* NAD 83(1996) POSITION- 44 03 54.29103(N) 099 20 29.01430(W)   ADJUSTED
 PS0691* NAVD 88 ORTHO HEIGHT -   521.    (meters)     1709.    (feet) SCALED
 PS0691  ______________________________________________________________________
 PS0691  GEOID HEIGHT    -        -24.869 (meters)                     GEOID18
 PS0691  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 PS0691  HORZ ORDER      -  SECOND
 PS0691
 PS0691.The horizontal coordinates were established by classical geodetic methods
 PS0691.and adjusted by the National Geodetic Survey in January 1998.
 PS0691
 PS0691.The orthometric height was scaled from a topographic map.
 PS0691
 PS0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0691.GEOID18 height accuracy estimate available here.
 PS0691
 PS0691.Click photographs - Photos may exist for this station.
 PS0691
 PS0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0691
 PS0691. The following values were computed from the NAD 83(1996) position.
 PS0691
 PS0691;                    North         East     Units Scale Factor Converg.
 PS0691;SPC SD S     -   192,860.292   679,465.874   MT  0.99993723   +0 41 03.5
 PS0691;SPC SD S     -   632,742.47  2,229,214.29   sFT  0.99993723   +0 41 03.5
 PS0691;UTM  14      - 4,879,157.918   472,659.062   MT  0.99960919   -0 14 14.8
 PS0691
 PS0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0691!SPC SD S     -   0.99992216  x   0.99993723  =   0.99985939
 PS0691!UTM  14      -   0.99992216  x   0.99960919  =   0.99953138
 PS0691
 PS0691:                Primary Azimuth Mark                     Grid Az
 PS0691:SPC SD S     -  THOMPSON AZ MK                           354 16 24.4
 PS0691:UTM  14      -  THOMPSON AZ MK                           355 11 42.7
 PS0691
 PS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7265979157(NAD 83)
 PS0691
 PS0691|---------------------------------------------------------------------|
 PS0691| PID    Reference Object                     Distance      Geod. Az  |
 PS0691|                                                           dddmmss.s |
 PS0691| CO6273 THOMPSON RM 1                        20.870 METERS 09840     |
 PS0691| CO6274 THOMPSON RM 2                        18.826 METERS 19259     |
 PS0691| CO6272 THOMPSON AZ MK                                     3545727.9 |
 PS0691|---------------------------------------------------------------------|
 PS0691
 PS0691                          SUPERSEDED SURVEY CONTROL
 PS0691
 PS0691  NAD 83(1986)-  44 03 54.28935(N)    099 20 29.02087(W) AD(       ) 2
 PS0691  NAD 27      -  44 03 54.32200(N)    099 20 27.64900(W) AD(       ) 2
 PS0691
 PS0691.Superseded values are not recommended for survey control.
 PS0691
 PS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0691.See file dsdata.pdf to determine how the superseded data were derived.
 PS0691
 PS0691_MARKER: DS = TRIANGULATION STATION DISK
 PS0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0691_STAMPING: THOMPSON 1948
 PS0691_MARK LOGO: CGS
 PS0691_PROJECTION: FLUSH
 PS0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0691+STABILITY: SURFACE MOTION
 PS0691
 PS0691  HISTORY     - Date     Condition        Report By
 PS0691  HISTORY     - 1948     MONUMENTED       CGS
 PS0691
 PS0691                          STATION DESCRIPTION
 PS0691
 PS0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0691'THE STATION IS LOCATED AT THE HIGHEST POINT OF A LONG RIDGE,
 PS0691'ABOUT 5 MILES EAST-NORTHEAST OF FORT THOMPSON, AND ABOUT 0.9
 PS0691'MILE SOUTH OF AN EAST-WEST HIGHWAY.  THE DISK IS STAMPED
 PS0691'THOMPSON 1948 AND IS SET FLUSH.
 PS0691'
 PS0691'REFERENCE MARK NO. 1 IS 68.47 FEET EAST OF, AND ABOUT 2 FEET
 PS0691'LOWER THAN THE STATION.  THE DISK IS STAMPED THOMPSON NO 1 1948
 PS0691'AND PROJECTS 8 INCHES.
 PS0691'
 PS0691'REFERENCE MARK NO. 2 IS 61.76 FEET SOUTH OF, AND ABOUT 2 FEET
 PS0691'HIGHER THAN THE STATION.  THE DISK IS STAMPED THOMPSON NO 2 1948
 PS0691'AND PROJECTS 8 INCHES.
 PS0691'
 PS0691'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION, AND
 PS0691'16 FEET EAST OF THE CENTERLINE OF AN OLD GRADED ROAD.  IT IS
 PS0691'A STANDARD REFERENCE MARK DISK, STAMPED THOMPSON AZI 1948 AND
 PS0691'PROJECTS 8 INCHES.
 PS0691'
 PS0691'TO REACH THE STATION FROM THE MAIN INTERSECTION, JUST EAST OF
 PS0691'FORT THOMPSON, GO NORTH ON STATE HIGHWAY 47 FOR 1.65 MILES
 PS0691'TO A CROSS ROAD.  TURN RIGHT, ON A NEW GRADED HIGHWAY, AND
 PS0691'GO EAST FOR 4.7 MILES TO THE TOP OF A RIDGE.  HERE TURN RIGHT,
 PS0691'OFF THE HIGHWAY, AND FOLLOW AN OLD GRADED ROAD, SOUTH, FOR
 PS0691'0.35 MILE TO THE TOP OF A LOW RIDGE AND THE AZIMUTH MARK ON
 PS0691'THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON THE OLD ROAD FOR
 PS0691'0.55 MILE TO THE TOP OF THE NEXT RIDGE.  HERE TURN LEFT AND
 PS0691'GO ACROSS COUNTRY FOR 0.05 MILE TO THE HIGHEST POINT AND
 PS0691'THE STATION.
 PS0691'
 PS0691'A 47 FOOT SIGNAL AT CONVENT IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 60 FOOT SIGNAL AT ELM IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 4 FOOT SIGNAL AT CROW IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 4 FOOT SIGNAL AT WOLF CREEK (MO.RC) IS VISIBLE FROM THE
 PS0691'GROUND.
 PS0691'
 PS0691'A 74 FOOT SIGNAL AT GOOSE 1924 IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 4 FOOT SIGNAL AT BLUFF (MO.RC) IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 4 FOOT SIGNAL AT BADGER (USGS) IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 4 FOOT SIGNAL AT MEDICINE 1924 IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 47 FOOT SIGNAL AT BRULE IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'A 4 FOOT SIGNAL AT SOLDIER IS VISIBLE FROM THE GROUND.
 PS0691'
 PS0691'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0782 ***********************************************************************
 OT0782  DESIGNATION -  THOMPSON
 OT0782  PID         -  OT0782
 OT0782  STATE/COUNTY-  SD/PENNINGTON
 OT0782  COUNTRY     -  US
 OT0782  USGS QUAD   -  CAPUTA (2017)
 OT0782
 OT0782                         *CURRENT SURVEY CONTROL
 OT0782  ______________________________________________________________________
 OT0782* NAD 83(1996) POSITION- 43 55 04.91382(N) 102 59 07.29774(W)   ADJUSTED
 OT0782* NAVD 88 ORTHO HEIGHT -  1053.7   (meters)     3457.    (feet) VERTCON3
 OT0782  ______________________________________________________________________
 OT0782  GEOID HEIGHT    -        -16.946 (meters)                     GEOID18
 OT0782  LAPLACE CORR    -         -9.11  (seconds)                    DEFLEC18
 OT0782  HORZ ORDER      -  FIRST
 OT0782
 OT0782.The horizontal coordinates were established by classical geodetic methods
 OT0782.and adjusted by the National Geodetic Survey in January 1998.
 OT0782
 OT0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0782
 OT0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0782.GEOID18 height accuracy estimate available here.
 OT0782
 OT0782.Click photographs - Photos may exist for this station.
 OT0782
 OT0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0782
 OT0782. The following values were computed from the NAD 83(1996) position.
 OT0782
 OT0782;                    North         East     Units Scale Factor Converg.
 OT0782;SPC SD S     -   179,448.084   387,051.495   MT  0.99992052   -1 49 46.2
 OT0782;SPC SD S     -   588,739.26  1,269,851.45   sFT  0.99992052   -1 49 46.2
 OT0782;UTM  13      - 4,864,741.715   661,745.450   MT  0.99992178   +1 23 51.8
 OT0782
 OT0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0782!SPC SD S     -   0.99983746  x   0.99992052  =   0.99975799
 OT0782!UTM  13      -   0.99983746  x   0.99992178  =   0.99975925
 OT0782
 OT0782:                Primary Azimuth Mark                     Grid Az
 OT0782:SPC SD S     -  HERMOSA TV STA KOTA MAST                 234 10 39.7
 OT0782:UTM  13      -  HERMOSA TV STA KOTA MAST                 230 57 01.7
 OT0782
 OT0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6174564741(NAD 83)
 OT0782
 OT0782|---------------------------------------------------------------------|
 OT0782| PID    Reference Object                     Distance      Geod. Az  |
 OT0782|                                                           dddmmss.s |
 OT0782| OT0784 HERMOSA TV STA KOTA MAST            APPROX.19.8 KM 2322053.5 |
 OT0782| CQ4213 THOMPSON RM 1                        19.163 METERS 23522     |
 OT0782| CQ4212 THOMPSON RM                          24.397 METERS 29401     |
 OT0782|---------------------------------------------------------------------|
 OT0782
 OT0782                          SUPERSEDED SURVEY CONTROL
 OT0782
 OT0782  NAD 83(1995)-  43 55 04.91043(N)    102 59 07.30111(W) AD(       ) 1
 OT0782  NAD 83(1993)-  43 55 04.90476(N)    102 59 07.30094(W) AD(       ) 1
 OT0782  NAD 83(1986)-  43 55 04.90137(N)    102 59 07.30219(W) AD(       ) 1
 OT0782  NAD 27      -  43 55 04.93900(N)    102 59 05.66900(W) AD(       ) 1
 OT0782  NGVD 29 (07/19/86) 1053.2    (m)         3455.     (f) VERT ANG       
 OT0782
 OT0782.Superseded values are not recommended for survey control.
 OT0782
 OT0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0782.See file dsdata.pdf to determine how the superseded data were derived.
 OT0782
 OT0782_MARKER: DS = TRIANGULATION STATION DISK
 OT0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0782_STAMPING: THOMPSON 1925
 OT0782_MARK LOGO: CGS
 OT0782_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0782
 OT0782  HISTORY     - Date     Condition        Report By
 OT0782  HISTORY     - 1925     MONUMENTED       CGS
 OT0782  HISTORY     - 1935     GOOD             CGS
 OT0782  HISTORY     - 1961     GOOD             CGS
 OT0782
 OT0782                          STATION DESCRIPTION
 OT0782
 OT0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 OT0782'STATION THOMPSON IS ABOUT 12 MILES S AND ABOUT 12 MILES E
 OT0782'OF RAPID CITY, ABOUT 5 MILES S OF THE TOWN OF CAPUTA, ON THE
 OT0782'HIGHEST POINT ON THOMPSON BUTTE, A WELL KNOWN CONICAL SHAPED
 OT0782'PEAK, A FORMER U.S.G.S. STATION.
 OT0782'
 OT0782'STATION IS MARKED BY A STANDARD BRASS TABLET SET ON THE TOP
 OT0782'OF AN IRON PIPE CEMENTED IN THE ROCK.  THE PIPE PROJECTS 6 INCHES.
 OT0782'
 OT0782'ONE REFERENCE MARK CONSISTS OF A STANDARD BRASS TABLET CEMENTED
 OT0782'IN ROCK.  IT IS W OF THE STATION
 OT0782'AND DISTANT ABOUT 25 METERS.
 OT0782'
 OT0782'TO REACH THE STATION, GO 5 MILES S FROM CAPUTA, FOLLOW AROUND
 OT0782'TO THE WESTWARD OF THE BUTTE, AND APPROACH THE STATION ON THE
 OT0782'W SIDE.  A TRUCK CAN BE DRIVEN TO WITHIN 400 METERS OF THE
 OT0782'STATION.
 OT0782'
 OT0782'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.20 METERS.
 OT0782
 OT0782                          STATION RECOVERY (1935)
 OT0782
 OT0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OT0782'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OT0782'THE ORIGINAL DESCRIPTION IS STILL SUITABLE.
 OT0782
 OT0782                          STATION RECOVERY (1961)
 OT0782
 OT0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 OT0782'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 OT0782'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OT0782'
 OT0782'THE STATION IS LOCATED 14 MILES SOUTHEAST OF RAPID CITY, 5 MILES
 OT0782'NORTHWEST OF FARMINGDALE, ON THE HIGHEST POINT OF THOMPSONS
 OT0782'BUTTE.
 OT0782'
 OT0782'TO REACH THE STATION FROM THE POST OFFICE IN RAPID CITY, GO
 OT0782'EAST AND SOUTH ON STATE HIGHWAY 79 FOR 2.1 MILES TO CROSSROAD
 OT0782'AT TRAFFIC LIGHT, TURN LEFT AND GO EAST ON MACADAM ROAD FOR
 OT0782'1.4 MILES TO STATE HIGHWAY 40, TURN RIGHT AND GO SOUTHEAST
 OT0782'ON STATE HIGHWAY 40 FOR 5.6 MILES TO SIDE ROAD LEFT LEADING TO
 OT0782'CITY MUNICIPAL AIRPORT, CONTINUE SOUTHEAST FOR 3.85 MILES TO A
 OT0782'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR
 OT0782'3.2 MILES TO CURVE IN ROAD AND SIDE ROAD LEFT, TURN LEFT
 OT0782'AND GO SOUTH FOR 0.05 MILE TO GATE, CONTINUE SOUTH ON
 OT0782'TRACK ROAD FOR 1.0 MILE TO GATE AND T-ROAD RIGHT, TURN
 OT0782'RIGHT AND GO WEST AND SOUTH FOR 0.6 MILE TO FENCE
 OT0782'CORNER AND Y-FORK, KEEP THE RIGHT FORK AND GO SOUTH ALONG
 OT0782'THE EAST SIDE OF FENCE FOR 0.5 MILE TO T-FENCE WEST, TURN
 OT0782'LEFT AND GO EAST ACROSS PASTURE FOR 0.75 MILE TO THE BOTTOM
 OT0782'OF A DRAW, CROSS DRAW AND GO SOUTH PICKING WAY UP A LONG
 OT0782'RIDGE FOR 0.45 MILE TO A FENCE AND THE END OF TRUCK
 OT0782'TRAVEL.  PACK SOUTH UP STEEP HILL FOR 300 YARDS TO TOP OF
 OT0782'HILL AND STATION.
 OT0782'
 OT0782'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A
 OT0782'3 INCH IRON PIPE, WHICH PROJECTS 6 INCHES.  THE DISK IS
 OT0782'STAMPED THOMPSONS 1924.
 OT0782'
 OT0782'R.M. 1 IS A STANDARD DISK, STAMPED THOMPSONS NO 1 1924.  IT
 OT0782'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ON THE
 OT0782'WEST EDGE OF THE SLOPE AND ABOUT 25 FEET LOWER THAN THE
 OT0782'STATION.
 OT0782'
 OT0782'R.M. 2 IS A STANDARD DISK, STAMPED THOMPSONS NO 2 1924.  IT
 OT0782'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ON THE
 OT0782'NORTHWEST EDGE OF THE SLOPE AND ABOUT 25 FEET LOWER THAN
 OT0782'THE STATION.
 OT0782'
 OT0782'NO AZIMUTH WAS ESTABLISHED AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0391 ***********************************************************************
 QT0391  DESIGNATION -  THOMPSON
 QT0391  PID         -  QT0391
 QT0391  STATE/COUNTY-  SD/PERKINS
 QT0391  COUNTRY     -  US
 QT0391  USGS QUAD   -  BISON NE (2017)
 QT0391
 QT0391                         *CURRENT SURVEY CONTROL
 QT0391  ______________________________________________________________________
 QT0391* NAD 83(1996) POSITION- 45 38 01.99962(N) 102 17 45.39500(W)   ADJUSTED
 QT0391* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 QT0391  ______________________________________________________________________
 QT0391  GEOID HEIGHT    -        -18.588 (meters)                     GEOID18
 QT0391  LAPLACE CORR    -         -6.09  (seconds)                    DEFLEC18
 QT0391  HORZ ORDER      -  THIRD
 QT0391
 QT0391.The horizontal coordinates were established by classical geodetic methods
 QT0391.and adjusted by the National Geodetic Survey in January 1998.
 QT0391
 QT0391.The orthometric height was scaled from a topographic map.
 QT0391
 QT0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0391.GEOID18 height accuracy estimate available here.
 QT0391
 QT0391.Click photographs - Photos may exist for this station.
 QT0391
 QT0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0391
 QT0391. The following values were computed from the NAD 83(1996) position.
 QT0391
 QT0391;                    North         East     Units Scale Factor Converg.
 QT0391;SPC SD N     -   202,626.940   421,004.973   MT  0.99999083   -1 37 29.7
 QT0391;SPC SD N     -   664,785.22  1,381,247.15   sFT  0.99999083   -1 37 29.7
 QT0391;UTM  13      - 5,056,927.986   710,756.400   MT  1.00014613   +1 56 01.7
 QT0391
 QT0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0391!SPC SD N     -   0.99988340  x   0.99999083  =   0.99987423
 QT0391!UTM  13      -   0.99988340  x   1.00014613  =   1.00002951
 QT0391
 QT0391:                Primary Azimuth Mark                     Grid Az
 QT0391:SPC SD N     -  THOMPSON AZ MK                           143 56 28.8
 QT0391:UTM  13      -  THOMPSON AZ MK                           140 22 57.4
 QT0391
 QT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1075656927(NAD 83)
 QT0391
 QT0391|---------------------------------------------------------------------|
 QT0391| PID    Reference Object                     Distance      Geod. Az  |
 QT0391|                                                           dddmmss.s |
 QT0391| CQ8828 THOMPSON RM 1                         9.584 METERS 10725     |
 QT0391| CQ8827 THOMPSON AZ MK                                     1421859.1 |
 QT0391| CQ8829 THOMPSON RM 2                        11.809 METERS 18110     |
 QT0391|---------------------------------------------------------------------|
 QT0391
 QT0391                          SUPERSEDED SURVEY CONTROL
 QT0391
 QT0391  NAD 83(1993)-  45 38 01.99027(N)    102 17 45.39252(W) AD(       ) 3
 QT0391  NAD 83(1986)-  45 38 01.99052(N)    102 17 45.39281(W) AD(       ) 3
 QT0391  NAD 27      -  45 38 01.99900(N)    102 17 43.82300(W) AD(       ) 3
 QT0391
 QT0391.Superseded values are not recommended for survey control.
 QT0391
 QT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0391.See file dsdata.pdf to determine how the superseded data were derived.
 QT0391
 QT0391_MARKER: DS = TRIANGULATION STATION DISK
 QT0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0391_STAMPING: THOMPSON 1952
 QT0391_MARK LOGO: CGS
 QT0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0391+STABILITY: SURFACE MOTION
 QT0391
 QT0391  HISTORY     - Date     Condition        Report By
 QT0391  HISTORY     - 1952     MONUMENTED       CGS
 QT0391
 QT0391                          STATION DESCRIPTION
 QT0391
 QT0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0391'THE STATION IS IN SECTION 5, T 19 N, R 15 E, ON A HIGH RIDGE
 QT0391'ABOUT 8 MILES EAST AND 8 MILES NORTH OF BISON, 7-1/4 MILES
 QT0391'NORTH AND 3-3/4 MILES WEST OF MEADOW, 2-1/2 MILES NORTH-NORTHWEST
 QT0391'OF THE THOMPSON SCHOOL HOUSE, 88 FEET NORTHEAST OF THE CENTER
 QT0391'OF A BLADED ROAD AND 10 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QT0391'
 QT0391'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 QT0391'AND STATE HIGHWAY 8 IN MEADOW, GO EAST ON STATE HIGHWAY 8 FOR
 QT0391'2.4 MILES TO THE JUNCTION OF STATE HIGHWAY 73, TURN LEFT AND
 QT0391'GO NORTH ON STATE HIGHWAY 73 FOR 5.25 MILES TO A CROSS ROAD
 QT0391'AND A FARM HOME ABOUT 0.15 MILE SOUTHWEST, TURN LEFT AND GO
 QT0391'WEST ON THE MAIN GRADED DIRT ROAD FOR 5.4 MILES TO A SIDE
 QT0391'ROAD AND THE THOMPSON SCHOOL HOUSE IN THE NORTHEAST ANGLE,
 QT0391'TURN RIGHT AND GO NORTH FOR 1.1 MILE TO A CATTLE GUARD, PASS
 QT0391'THROUGH THE CATTLE GUARD AND TURN LEFT ON A TRACK ROAD, GO
 QT0391'WEST AND NORTH FOR 1.1 MILE TO A CROSS ROAD, CONTINUE
 QT0391'NORTHWEST ON A BLADED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 QT0391'ON THE RIGHT AS DESCRIBED, CONTINUE ON THE BLADED ROAD
 QT0391'FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 QT0391'
 QT0391'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QT0391'THOMPSON 1952.
 QT0391'
 QT0391'REFERENCE MARK 1 IS 47 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 QT0391'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QT0391'THOMPSON NO 1 1952.
 QT0391'
 QT0391'REFERENCE MARK 2 IS 58 FEET NORTHEAST OF THE CENTER OF THE
 QT0391'BLADED ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QT0391'STAMPED THOMPSON NO 2 1952.
 QT0391'
 QT0391'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTER OF THE BLADED
 QT0391'ROAD AND 6 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE
 QT0391'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED THOMPSON NO 2
 QT0391'1952.
 QT0391'
 QT0391'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0699 ***********************************************************************
 OS0699  DESIGNATION -  THUNDER
 OS0699  PID         -  OS0699
 OS0699  STATE/COUNTY-  SD/TODD
 OS0699  COUNTRY     -  US
 OS0699  USGS QUAD   -  MISSION SE (2017)
 OS0699
 OS0699                         *CURRENT SURVEY CONTROL
 OS0699  ______________________________________________________________________
 OS0699* NAD 83(1996) POSITION- 43 21 03.46552(N) 100 32 20.05054(W)   ADJUSTED
 OS0699* NAVD 88 ORTHO HEIGHT -   823.    (meters)     2700.    (feet) SCALED
 OS0699  ______________________________________________________________________
 OS0699  GEOID HEIGHT    -        -23.760 (meters)                     GEOID18
 OS0699  LAPLACE CORR    -         -6.30  (seconds)                    DEFLEC18
 OS0699  HORZ ORDER      -  FIRST
 OS0699
 OS0699.The horizontal coordinates were established by classical geodetic methods
 OS0699.and adjusted by the National Geodetic Survey in January 1998.
 OS0699
 OS0699.The orthometric height was scaled from a topographic map.
 OS0699
 OS0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0699.GEOID18 height accuracy estimate available here.
 OS0699
 OS0699.Click photographs - Photos may exist for this station.
 OS0699
 OS0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0699
 OS0699. The following values were computed from the NAD 83(1996) position.
 OS0699
 OS0699;                    North         East     Units Scale Factor Converg.
 OS0699;SPC SD S     -   113,069.949   583,334.764   MT  0.99991771   -0 08 30.5
 OS0699;SPC SD S     -   370,963.66  1,913,824.14   sFT  0.99991771   -0 08 30.5
 OS0699;UTM  14      - 4,800,939.702   375,281.945   MT  0.99979134   -1 03 23.5
 OS0699
 OS0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0699!SPC SD S     -   0.99987462  x   0.99991771  =   0.99979234
 OS0699!UTM  14      -   0.99987462  x   0.99979134  =   0.99966598
 OS0699
 OS0699:                Primary Azimuth Mark                     Grid Az
 OS0699:SPC SD S     -  THUNDER AZ MK                            199 33 02.1
 OS0699:UTM  14      -  THUNDER AZ MK                            200 27 55.1
 OS0699
 OS0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7528100939(NAD 83)
 OS0699
 OS0699|---------------------------------------------------------------------|
 OS0699| PID    Reference Object                     Distance      Geod. Az  |
 OS0699|                                                           dddmmss.s |
 OS0699| CO4690 THUNDER AZ MK                                      1992431.6 |
 OS0699| CO4691 THUNDER RM 1                         16.642 METERS 24900     |
 OS0699| CO4692 THUNDER RM 2                         19.221 METERS 34244     |
 OS0699|---------------------------------------------------------------------|
 OS0699
 OS0699                          SUPERSEDED SURVEY CONTROL
 OS0699
 OS0699  NAD 83(1995)-  43 21 03.46362(N)    100 32 20.05500(W) AD(       ) 1
 OS0699  NAD 83(1986)-  43 21 03.46185(N)    100 32 20.06116(W) AD(       ) 1
 OS0699  NAD 27      -  43 21 03.45500(N)    100 32 18.56300(W) AD(       ) 1
 OS0699
 OS0699.Superseded values are not recommended for survey control.
 OS0699
 OS0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0699.See file dsdata.pdf to determine how the superseded data were derived.
 OS0699
 OS0699_MARKER: DS = TRIANGULATION STATION DISK
 OS0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0699_STAMPING: THUNDER 1936
 OS0699_MARK LOGO: CGS
 OS0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0699+STABILITY: SURFACE MOTION
 OS0699
 OS0699  HISTORY     - Date     Condition        Report By
 OS0699  HISTORY     - 1936     MONUMENTED       CGS
 OS0699
 OS0699                          STATION DESCRIPTION
 OS0699
 OS0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0699'STATION IS ABOUT 9.3 MILES NORTHEAST OF MISSION BY ROAD,
 OS0699'LOCATED AT THE HIGHEST POINT ON A HILL IN AN OPEN PASTURE,
 OS0699'WHICH IS THE RIDGE AT THE HEAD OF WHITE THUNDER AND OAK
 OS0699'CREEKS.  THE POINT IS ON A FLAT-TOPPED RIDGE ABOUT 100 YARDS
 OS0699'LONG AND 25 YARDS WIDE, ABOUT 0.2 MILE NORTHWEST OF AN UNGRADED
 OS0699'PUBLIC ROAD.
 OS0699'
 OS0699'TO REACH THE STATION FROM MISSION, GO EAST ON U.S. HIGHWAY
 OS0699'18 FOR 5.7 MILES TO A ROAD LEADING TO THE NORTH AT A WHITE
 OS0699'SCHOOLHOUSE, GO NORTH ALONG THIS ROAD FOR 3.6 MILES PASSING
 OS0699'THROUGH SEVERAL GATES OR GAPS IN THE FENCES, TURN OFF ROAD
 OS0699'ABOUT 0.1 MILE NORTH OF THE LAST GAP PASSED THROUGH, CROSS
 OS0699'FENCE AND FOLLOW THE TOP OF RIDGE ABOUT 0.2 MILE TO THE
 OS0699'STATION ON HIGHEST GROUND IN THE VICINITY.
 OS0699'
 OS0699'AZIMUTH MARK IS ABOUT 1/4 MILE SOUTH-SOUTHWEST OF THE STATION,
 OS0699'1 FOOT EAST OF A NORTH-SOUTH FENCE, 150 FEET SOUTH OF AN EAST-WEST
 OS0699'FENCE, 120 FEET SOUTH OF THE CENTERLINE OF ROAD, LOCATED
 OS0699'ON PROMINENT GROUND, BUT NOT THE HIGHEST IN VICINITY.
 OS0699'
 OS0699'REFERENCE MARK NO. 1 IS 54.60 FEET SOUTHWEST OF STATION AND
 OS0699'86.02 FEET SOUTH OF REFERENCE MARK NO. 2.
 OS0699'
 OS0699'REFERENCE MARK NO. 2 IS 63.06 FEET NORTHWEST OF THE STATION.
 OS0699'
 OS0699'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0699'BRONZE DISKS SET AS DESCRIBE.
 OS0699'
 OS0699'HEIGHT OF LIGHT ABOVE STATION MARK - 2.2 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0901 ***********************************************************************
 QS0901  DESIGNATION -  THUNDER
 QS0901  PID         -  QS0901
 QS0901  STATE/COUNTY-  SD/ZIEBACH
 QS0901  COUNTRY     -  US
 QS0901  USGS QUAD   -  IRISH CREEK SW (2017)
 QS0901
 QS0901                         *CURRENT SURVEY CONTROL
 QS0901  ______________________________________________________________________
 QS0901* NAD 83(1996) POSITION- 45 16 14.14148(N) 101 38 22.10316(W)   ADJUSTED
 QS0901* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0901  ______________________________________________________________________
 QS0901  GEOID HEIGHT    -        -20.251 (meters)                     GEOID18
 QS0901  LAPLACE CORR    -         -7.32  (seconds)                    DEFLEC18
 QS0901  HORZ ORDER      -  THIRD
 QS0901
 QS0901.The horizontal coordinates were established by classical geodetic methods
 QS0901.and adjusted by the National Geodetic Survey in January 1998.
 QS0901
 QS0901.The orthometric height was scaled from a topographic map.
 QS0901
 QS0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0901.GEOID18 height accuracy estimate available here.
 QS0901
 QS0901.Click photographs - Photos may exist for this station.
 QS0901
 QS0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0901
 QS0901. The following values were computed from the NAD 83(1996) position.
 QS0901
 QS0901;                    North         East     Units Scale Factor Converg.
 QS0901;SPC SD N     -   161,015.913   471,358.319   MT  0.99994643   -1 09 37.1
 QS0901;SPC SD N     -   528,266.37  1,546,448.08   sFT  0.99994643   -1 09 37.1
 QS0901;UTM  14      - 5,016,400.132   292,951.254   MT  1.00012713   -1 52 33.0
 QS0901
 QS0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0901!SPC SD N     -   0.99989086  x   0.99994643  =   0.99983730
 QS0901!UTM  14      -   0.99989086  x   1.00012713  =   1.00001798
 QS0901
 QS0901:                Primary Azimuth Mark                     Grid Az
 QS0901:SPC SD N     -  THUNDER AZ MK                            342 55 24.4
 QS0901:UTM  14      -  THUNDER AZ MK                            343 38 20.3
 QS0901
 QS0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9295116400(NAD 83)
 QS0901
 QS0901|---------------------------------------------------------------------|
 QS0901| PID    Reference Object                     Distance      Geod. Az  |
 QS0901|                                                           dddmmss.s |
 QS0901| CQ8839 THUNDER RM 1                         10.798 METERS 22720     |
 QS0901| CQ8840 THUNDER RM 2                         12.530 METERS 32813     |
 QS0901| CQ8838 THUNDER AZ MK                                      3414547.3 |
 QS0901|---------------------------------------------------------------------|
 QS0901
 QS0901                          SUPERSEDED SURVEY CONTROL
 QS0901
 QS0901  NAD 83(1986)-  45 16 14.13346(N)    101 38 22.10216(W) AD(       ) 3
 QS0901  NAD 27      -  45 16 14.21200(N)    101 38 20.53900(W) AD(       ) 3
 QS0901
 QS0901.Superseded values are not recommended for survey control.
 QS0901
 QS0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0901.See file dsdata.pdf to determine how the superseded data were derived.
 QS0901
 QS0901_MARKER: DB = BENCH MARK DISK
 QS0901_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0901_STAMPING: THUNDER 1938
 QS0901_MARK LOGO: USGS
 QS0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0901
 QS0901  HISTORY     - Date     Condition        Report By
 QS0901  HISTORY     - 1938     MONUMENTED       USGS
 QS0901  HISTORY     - 1952     GOOD             USGS
 QS0901
 QS0901                          STATION DESCRIPTION
 QS0901
 QS0901'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (JCM)
 QS0901'THE STATION IS IN SECTION 15, T15N, R20E, ABOUT 8 MILES
 QS0901'SOUTH AND 7 MILES EAST OF GLAD VALLEY, 4 MILES NORTH AND
 QS0901'1-3/4 MILES EAST OF THUNDER BUTTE, 35 FEET WEST OF THE CENTER
 QS0901'OF A GRADED ROAD AND 6 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QS0901'
 QS0901'TO REACH THE STATION FROM THE CROSS ROAD IN GLAD VALLEY,
 QS0901'GO EAST ON STATE HIGHWAY 8 FOR 6.6 MILES TO A FORK WHERE THE
 QS0901'HIGHWAY TURNS NORTH, CONTINUE EAST ON RIGHT FORK FOR 0.2
 QS0901'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH ON GRADED
 QS0901'DIRT ROAD FOR 1.9 MILES TO A FORK, TAKE RIGHT FORK AND GO
 QS0901'4.25 MILES TO A CATTLE GUARD, CONTINUE SOUTH FOR 1.9 MILES
 QS0901'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.3 MILE TO THE
 QS0901'TOP OF HILL AND THE STATION.
 QS0901'
 QS0901'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN THE
 QS0901'TOP OF A 6 X 6 INCH CONCRETE POST.  THE MARK PROJECTS 4
 QS0901'INCHES AND THE DISK IS STAMPED THUNDER 1938.
 QS0901'
 QS0901'REFERENCE MARK 1 IS 69 FEET WEST OF THE CENTER OF THE GRADED
 QS0901'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0901'THUNDER USGS NO 1 1952.
 QS0901'
 QS0901'REFERENCE MARK 2 IS 41 FEET WEST OF THE CENTER OF THE GRADED
 QS0901'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0901'THUNDER USGS NO 2 1952.
 QS0901'
 QS0901'THE AZIMUTH MARK IS 24 FEET WEST OF THE GRADED ROAD AND 4
 QS0901'FEET SOUTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QS0901'5 INCHES AND THE DISK IS STAMPED THUNDER USGS 1952.
 QS0901'
 QS0901'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0901
 QS0901                          STATION RECOVERY (1952)
 QS0901
 QS0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QS0901'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0921 ***********************************************************************
 QS0921  DESIGNATION -  THUNDER BUTTE
 QS0921  PID         -  QS0921
 QS0921  STATE/COUNTY-  SD/ZIEBACH
 QS0921  COUNTRY     -  US
 QS0921  USGS QUAD   -  GLAD VALLEY SW (2017)
 QS0921
 QS0921                         *CURRENT SURVEY CONTROL
 QS0921  ______________________________________________________________________
 QS0921* NAD 83(1996) POSITION- 45 19 11.96204(N) 101 52 51.22492(W)   ADJUSTED
 QS0921* NAVD 88 ORTHO HEIGHT -   834.8   (meters)     2739.    (feet) VERTCON3
 QS0921  ______________________________________________________________________
 QS0921  GEOID HEIGHT    -        -19.577 (meters)                     GEOID18
 QS0921  LAPLACE CORR    -         -6.66  (seconds)                    DEFLEC18
 QS0921  HORZ ORDER      -  FIRST
 QS0921
 QS0921.The horizontal coordinates were established by classical geodetic methods
 QS0921.and adjusted by the National Geodetic Survey in January 1998.
 QS0921
 QS0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0921
 QS0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0921.GEOID18 height accuracy estimate available here.
 QS0921
 QS0921.Click photographs - Photos may exist for this station.
 QS0921
 QS0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0921
 QS0921. The following values were computed from the NAD 83(1996) position.
 QS0921
 QS0921;                    North         East     Units Scale Factor Converg.
 QS0921;SPC SD N     -   166,915.611   452,545.738   MT  0.99995010   -1 19 52.3
 QS0921;SPC SD N     -   547,622.30  1,484,727.14   sFT  0.99995010   -1 19 52.3
 QS0921;UTM  14      - 5,022,536.117   274,209.678   MT  1.00022688   -2 02 57.5
 QS0921
 QS0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0921!SPC SD N     -   0.99987220  x   0.99995010  =   0.99982231
 QS0921!UTM  14      -   0.99987220  x   1.00022688  =   1.00009905
 QS0921
 QS0921:                Primary Azimuth Mark                     Grid Az
 QS0921:SPC SD N     -  THUNDER BUTTE AZ MK                      034 23 41.9
 QS0921:UTM  14      -  THUNDER BUTTE AZ MK                      035 06 47.1
 QS0921
 QS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7420922536(NAD 83)
 QS0921
 QS0921|---------------------------------------------------------------------|
 QS0921| PID    Reference Object                     Distance      Geod. Az  |
 QS0921|                                                           dddmmss.s |
 QS0921| CQ8835 THUNDER BUTTE AZ MK                                0330349.6 |
 QS0921| QS0918 GLAD VALLEY ST BARTHOLOMEW CH       APPROX.12.3 KM 0435213.9 |
 QS0921| CQ8836 THUNDER BUTTE RM 1                   10.694 METERS 05854     |
 QS0921| CQ8837 THUNDER BUTTE RM 2                    9.238 METERS 17312     |
 QS0921|---------------------------------------------------------------------|
 QS0921
 QS0921                          SUPERSEDED SURVEY CONTROL
 QS0921
 QS0921  NAD 83(1986)-  45 19 11.95358(N)    101 52 51.22364(W) AD(       ) 1
 QS0921  NAD 27      -  45 19 12.04500(N)    101 52 49.68400(W) AD(       ) 1
 QS0921  NGVD 29 (07/19/86)  834.4    (m)         2738.     (f) VERT ANG       
 QS0921
 QS0921.Superseded values are not recommended for survey control.
 QS0921
 QS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0921.See file dsdata.pdf to determine how the superseded data were derived.
 QS0921
 QS0921_MARKER: DS = TRIANGULATION STATION DISK
 QS0921_SETTING: 66 = SET IN ROCK OUTCROP
 QS0921_STAMPING: THUNDER BUTTE 1951
 QS0921_MARK LOGO: CGS
 QS0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0921+STABILITY: POSITION/ELEVATION WELL
 QS0921
 QS0921  HISTORY     - Date     Condition        Report By
 QS0921  HISTORY     - 1951     MONUMENTED       CGS
 QS0921  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QS0921
 QS0921                          STATION DESCRIPTION
 QS0921
 QS0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0921'THE STATION IS LOCATED ON THE NORTHERN END OF A VERY HIGH
 QS0921'AND PROMINENT BUTTE KNOWN AS THE THUNDER BUTTE, ABOUT 5
 QS0921'MILES WEST AND 5-3/4 SOUTH OF GLAD VALLEY, AND 5-3/4 MILES
 QS0921'EAST OF THE PERKINS-ZIEBACK COUNTY LINE.
 QS0921'
 QS0921'TO REACH THE AZIMUTH MARK FROM THE NORTHEAST BASE OF THE
 QS0921'BUTTE, GO NORTH-NORTHEAST ACROSS PASTURE LAND FOR 0.4 MILE
 QS0921'TO A FIRE-BREAK LANE AND THE AZIMUTH MARK AS DESCRIBED.
 QS0921'
 QS0921'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QS0921'IN OUTCROPPING BEDROCK, AND IT IS STAMPED THUNDER BUTTE 1951.
 QS0921'
 QS0921'REFERENCE MARK NO. 1 IS SET NEAR THE NORTHEAST RIM OF THE
 QS0921'BUTTE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 QS0921'OUTCROPPING BEDROCK, AND IT IS STAMPED THUNDER BUTTE NO 1 1951.
 QS0921'
 QS0921'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 QS0921'HOLE IN OUTCROPPING BEDROCK, AND IT IS STAMPED THUNDER BUTTE
 QS0921'NO 2 1951.
 QS0921'
 QS0921'THE AZIMUTH MARK IS 10 FEET WEST OF THE CENTER OF A FIRE-BREAK
 QS0921'LANE, AND 3.5 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 QS0921'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 QS0921'CYLINDER, PROJECTING 4 INCHES, AND THE DISK IS STAMPED THUNDER
 QS0921'BUTTE 1951.
 QS0921
 QS0921                          STATION RECOVERY (1952)
 QS0921
 QS0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0921'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 QS0921'EXCEPT FOR THE STATION MARK, WHICH HAD BEEN DUG OUT.  A NEW
 QS0921'MARK WAS SET IN EXACTLY THE SAME PLACE AS THE OLD MARK.  THE
 QS0921'DISK IS STAMPED THUNDER BUTTE 1951 1952.  THE ORIGINAL DESCRIPTION
 QS0921'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0286 ***********************************************************************
 PU0286  DESIGNATION -  TIBBLE
 PU0286  PID         -  PU0286
 PU0286  STATE/COUNTY-  SD/MEADE
 PU0286  COUNTRY     -  US
 PU0286  USGS QUAD   -  OPAL EAST SW (2017)
 PU0286
 PU0286                         *CURRENT SURVEY CONTROL
 PU0286  ______________________________________________________________________
 PU0286* NAD 83(1996) POSITION- 44 50 15.03615(N) 102 27 13.31438(W)   ADJUSTED
 PU0286* NAVD 88 ORTHO HEIGHT -   823.015 (meters)     2700.18  (feet) ADJUSTED
 PU0286  ______________________________________________________________________
 PU0286  GEOID HEIGHT    -        -18.537 (meters)                     GEOID18
 PU0286  LAPLACE CORR    -         -7.39  (seconds)                    DEFLEC18
 PU0286  DYNAMIC HEIGHT  -        822.834 (meters)     2699.58  (feet) COMP
 PU0286  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 PU0286
 PU0286  HORZ ORDER      -  SECOND
 PU0286  VERT ORDER      -  SECOND    CLASS 0
 PU0286
 PU0286.The horizontal coordinates were established by classical geodetic methods
 PU0286.and adjusted by the National Geodetic Survey in January 1998.
 PU0286
 PU0286.The orthometric height was determined by differential leveling and
 PU0286.adjusted by the NATIONAL GEODETIC SURVEY
 PU0286.in June 1991.
 PU0286
 PU0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0286.GEOID18 height accuracy estimate available here.
 PU0286
 PU0286.Click photographs - Photos may exist for this station.
 PU0286
 PU0286.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0286
 PU0286.The dynamic height is computed by dividing the NAVD 88
 PU0286.geopotential number by the normal gravity value computed on the
 PU0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0286.degrees latitude (g = 980.6199 gals.).
 PU0286
 PU0286.The modeled gravity was interpolated from observed gravity values.
 PU0286
 PU0286. The following values were computed from the NAD 83(1996) position.
 PU0286
 PU0286;                    North         East     Units Scale Factor Converg.
 PU0286;SPC SD N     -   114,525.932   406,027.774   MT  0.99994603   -1 44 11.7
 PU0286;SPC SD N     -   375,740.50  1,332,109.46   sFT  0.99994603   -1 44 11.7
 PU0286;UTM  13      - 4,968,054.337   701,254.403   MT  1.00009808   +1 47 45.6
 PU0286
 PU0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0286!SPC SD N     -   0.99987388  x   0.99994603  =   0.99981992
 PU0286!UTM  13      -   0.99987388  x   1.00009808  =   0.99997195
 PU0286
 PU0286:                Primary Azimuth Mark                     Grid Az
 PU0286:SPC SD N     -  TIBBLE AZ MK                             038 56 29.7
 PU0286:UTM  13      -  TIBBLE AZ MK                             035 24 32.4
 PU0286
 PU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0125468054(NAD 83)
 PU0286
 PU0286|---------------------------------------------------------------------|
 PU0286| PID    Reference Object                     Distance      Geod. Az  |
 PU0286|                                                           dddmmss.s |
 PU0286| PU0283 HARE                                               0091016.1 |
 PU0286| CQ4214 TIBBLE AZ MK                                       0371218.0 |
 PU0286| PU0285 TIBBLE RM 1                           8.008 METERS 05928     |
 PU0286| PU0287 TIBBLE RM 2                           9.386 METERS 15827     |
 PU0286|---------------------------------------------------------------------|
 PU0286
 PU0286                          SUPERSEDED SURVEY CONTROL
 PU0286
 PU0286  NAD 83(1993)-  44 50 15.02805(N)    102 27 13.31369(W) AD(       ) 2
 PU0286  NAD 83(1986)-  44 50 15.02778(N)    102 27 13.31368(W) AD(       ) 2
 PU0286  NAD 27      -  44 50 15.06550(N)    102 27 11.71810(W) AD(       ) 2
 PU0286  NGVD 29 (??/??/92)  822.557  (m)         2698.67   (f) ADJ UNCH    2 0
 PU0286  NGVD 29             822.56   (m)         2698.7    (f) LEVELING    3  
 PU0286
 PU0286.Superseded values are not recommended for survey control.
 PU0286
 PU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0286.See file dsdata.pdf to determine how the superseded data were derived.
 PU0286
 PU0286_MARKER: DS = TRIANGULATION STATION DISK
 PU0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0286_STAMPING: TIBBLE 1950
 PU0286_MARK LOGO: CGS
 PU0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0286+STABILITY: SURFACE MOTION
 PU0286
 PU0286  HISTORY     - Date     Condition        Report By
 PU0286  HISTORY     - 1950     MONUMENTED       CGS
 PU0286  HISTORY     - 1951     GOOD             CGS
 PU0286  HISTORY     - 1954     GOOD             CGS
 PU0286  HISTORY     - 1962     GOOD             CGS
 PU0286  HISTORY     - 1962     GOOD             CGS
 PU0286
 PU0286                          STATION DESCRIPTION
 PU0286
 PU0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0286'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTH AND 9 MILES WEST
 PU0286'OF MARCUS, 4 MILES SOUTH AND 2 MILES EAST OF OPAL, 12.5 FEET
 PU0286'NORTHWEST OF A WITNESS POST, AND ON LAND OWNED BY MR. S.
 PU0286'TIBBLE.
 PU0286'
 PU0286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73
 PU0286'AND 24 AT HOWES POST OFFICE, (28 MILES SOUTH OF FAITH) GO WEST ON
 PU0286'STATE HIGHWAY 24 FOR 6 MILES TO THE SMALL SETTLEMENT OF PLAINVIEW
 PU0286'ON THE RIGHT.  CONTINUE WESTERLY ON THE HIGHWAY FOR 6.05
 PU0286'MILES TO A CROSSROAD AND SIGN ON THE RIGHT MARCUS.  TURN RIGHT
 PU0286'AND GO NORTH ON A DIRT AND GRAVELED ROAD FOR 3.85 MILES
 PU0286'TO ANOTHER CROSSROAD (1/2 MILE WEST OF MARCUS).  CONTINUE
 PU0286'NORTHERLY ON THE MAIN DIRT ROAD FOR 3.3 MILES TO A SIDE ROAD
 PU0286'ON THE LEFT.  TURN LEFT, WEST, AND FOLLOW THE MAIN DIRT ROAD
 PU0286'FOR 9.95 MILES TO A ROAD FORK.  BEAR RIGHT, AND CONTINUE
 PU0286'NORTH, NORTHEAST, AND DUE NORTH FOR 7.95 MILES TO ANOTHER ROAD
 PU0286'FORK.  CONTINUE ON THE LEFT ROAD ACROSS A CROSSROAD AND GO
 PU0286'NORTHERLY FOR 0.85 MILE TO THE TIBBLES RANCH BUILDINGS ON
 PU0286'THE LEFT.  CONTINUE ON NORTHERLY ON THE MAIN ROAD FOR 0.6
 PU0286'MILE TO SOME RANCH BUILDINGS ON THE RIGHT, A WIRE GATE ON THE
 PU0286'LEFT, AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 PU0286'SOUTHWESTERLY ACROSS A DRAW AND UP A SLOPE TO THE
 PU0286'HIGHEST POINT OF A SMALL HILL AND THE STATION.
 PU0286'
 PU0286'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU0286'TIBBLE 1950.
 PU0286'
 PU0286'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PU0286'TIBBLE NO 1 1950.
 PU0286'
 PU0286'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU0286'TIBBLE NO 2 1950.
 PU0286'
 PU0286'THE AZIMUTH MARK IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE
 PU0286'OF THE ROAD, 8 FEET SOUTH OF A WITNESS POST, AND 1 FEET
 PU0286'WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 PU0286'DISK IS STAMPED TIBBLE 1950.
 PU0286'
 PU0286'ALL MARKS ARE STANDARD DISK SET IN THE TOPS OF 12-INCH CONCRETE
 PU0286'CYLINDERS.
 PU0286'
 PU0286'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU0286
 PU0286                          STATION RECOVERY (1951)
 PU0286
 PU0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0286'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.  ALL MARKS
 PU0286'WERE RECOVERED AS DESCRIBED.
 PU0286'
 PU0286'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU0286'TIBBLE 1950.
 PU0286'
 PU0286'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU0286'TIBBLE NO 1 1950.
 PU0286'
 PU0286'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU0286'TIBBLE NO 2 1950.
 PU0286'
 PU0286'THE AZIMUTH MARK IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE
 PU0286'OF A GRAVELED ROAD, 7 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 PU0286'WEST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 PU0286'STAMPED TIBBLE 1950.
 PU0286
 PU0286                          STATION RECOVERY (1954)
 PU0286
 PU0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 PU0286'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PU0286'TO BE IN GOOD CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE.
 PU0286
 PU0286                          STATION RECOVERY (1962)
 PU0286
 PU0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0286'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 PU0286'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 PU0286'FOR, WITH THE USE OF A THEODOLITE, BUT NOT RECOVERED.  A FIELD
 PU0286'ENTRANCE ROAD AND GATE HAS BEEN ESTABLISHED AT THE DESCRIBED
 PU0286'SITE OF THE AZIMUTH.  THE AZIMUTH MARK ESTABLISHED FOR
 PU0286'TRIANGULATION HARE WAS USED FOR THIS STATION ALSO.
 PU0286'
 PU0286'THE STATION IS 12-1/2 MILES NORTH AND 9 MILES EAST OF MARCUS,
 PU0286'13-1/2 MILES SOUTH OF U.S. HIGHWAY 212, 4 MILES SOUTH AND 2
 PU0286'MILES EAST OF OPAL, 0.1 MILE WEST OF A NORTH-SOUTH GRAVELED
 PU0286'ROAD, ON THE SUMMIT OF A SMALL BUT PROMINENT GRASS COVERED
 PU0286'HILL RISING IN THE SE 1/4 OF SEC. 7, T 10 N, R 14 E.
 PU0286'
 PU0286'TO REACH THE STATION FROM THE GENERAL STORE AND SERVICE STATION
 PU0286'AT MAURINE, DRIVE EAST ON U.S. HIGHWAY 212 FOR 8.3 MILES TO
 PU0286'A SIDE ROAD ON THE RIGHT AT HIGHWAY SIGN READING, OPAL 11.
 PU0286'TURN RIGHT AND DRIVE SOUTH ON THE GRAVELED ROAD FOR 9.75 MILES
 PU0286'TO A CROSSROAD, WHICH IS 0.2 MILE SOUTH OF THE OPAL COMMUNITY
 PU0286'HALL.  KEEP STRAIGHT AHEAD, SOUTH, ON THE GRAVELED ROAD FOR
 PU0286'3.0 MILES TO THE HARE AZIMUTH MARK ON THE LEFT, EAST, SIDE
 PU0286'OF THE ROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.8 MILE
 PU0286'TO RANCH BUILDINGS ON THE LEFT AND A WIRE GATE ON THE RIGHT.
 PU0286'TURN RIGHT, PASS THROUGH THE GATE, THENCE DRIVE SOUTHWEST ON
 PU0286'A TRACK ROAD FOR 0.15 MILE TO THE CREST OF A SMALL RIDGE.
 PU0286'TURN LEFT, SOUTHEAST, FOR 0.1 MILE TO THE HIGHEST POINT OF
 PU0286'THE HILL AND THE STATION.
 PU0286'
 PU0286'THE STATION MARK, A STANDARD DISK STAMPED TIBBLE 1950, IS SET
 PU0286'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU0286'DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU0286'IT IS 6 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PU0286'
 PU0286'REFERENCE MARK 1, A STANDARD DISK STAMPED TIBBLE NO 1 1950, IS
 PU0286'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0286'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU0286'
 PU0286'REFERENCE MARK 2, A STANDARD DISK STAMPED TIBBLE NO 2 1950,
 PU0286'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0286'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 PU0286'GROUND.
 PU0286'
 PU0286'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARE 1962, IS SET
 PU0286'IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU0286'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 PU0286'46 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 3.0 FEET
 PU0286'SOUTH OF A POWERLINE POLE, 2.3 FEET NORTH OF A METAL WITNESS
 PU0286'POST WITH SIGN ATTACHED, 1.0 FOOT EAST OF THE EAST RIGHT-OF-WAY
 PU0286'FENCE AND ABOUT 3 FEET HIGHER IN ELEVATION THAN THE SURFACE OF
 PU0286'THE ROAD.
 PU0286
 PU0286                          STATION RECOVERY (1962)
 PU0286
 PU0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0286'5.8 MI SE FROM OPAL.
 PU0286'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0286'3.85 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST
 PU0286'ACROSS COUNTRY, ON THE TOP OF A SMALL KNOLL, ABOUT 0.2 MILE
 PU0286'SOUTHWEST AND ACROSS THE ROAD FROM A FARMHOUSE, 26.4 FEET
 PU0286'WEST-SOUTHWEST OF REFERENCE MARK 1, 30.95 FEET NORTH-NORTHWEST
 PU0286'OF REFERENCE MARK 2, 5.8 FEET NORTH OF A WITNESS POST AND IN THE
 PU0286'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0285 ***********************************************************************
 PU0285  DESIGNATION -  TIBBLE RM 1
 PU0285  PID         -  PU0285
 PU0285  STATE/COUNTY-  SD/MEADE
 PU0285  COUNTRY     -  US
 PU0285  USGS QUAD   -  OPAL EAST SW (2017)
 PU0285
 PU0285                         *CURRENT SURVEY CONTROL
 PU0285  ______________________________________________________________________
 PU0285* NAD 83(1986) POSITION- 44 50 15.17   (N) 102 27 13.00   (W)   HD_HELD1
 PU0285* NAVD 88 ORTHO HEIGHT -   822.468 (meters)     2698.38  (feet) ADJUSTED
 PU0285  ______________________________________________________________________
 PU0285  GEOID HEIGHT    -        -18.537 (meters)                     GEOID18
 PU0285  DYNAMIC HEIGHT  -        822.287 (meters)     2697.79  (feet) COMP
 PU0285  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 PU0285
 PU0285  VERT ORDER      -  SECOND    CLASS 0
 PU0285
 PU0285.The horizontal coordinates were determined by differentially corrected
 PU0285.hand held GPS observations or other comparable positioning techniques
 PU0285.and have an estimated accuracy of +/- 3 meters.
 PU0285
 PU0285.The orthometric height was determined by differential leveling and
 PU0285.adjusted by the NATIONAL GEODETIC SURVEY
 PU0285.in June 1991.
 PU0285
 PU0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0285.GEOID18 height accuracy estimate available here.
 PU0285
 PU0285.Click photographs - Photos may exist for this station.
 PU0285
 PU0285.The dynamic height is computed by dividing the NAVD 88
 PU0285.geopotential number by the normal gravity value computed on the
 PU0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0285.degrees latitude (g = 980.6199 gals.).
 PU0285
 PU0285.The modeled gravity was interpolated from observed gravity values.
 PU0285
 PU0285;                    North         East    Units  Estimated Accuracy
 PU0285;SPC SD N     -   114,529.9     406,034.8     MT  (+/- 3 meters HH1 GPS) 
 PU0285
 PU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0126168058(NAD 83)
 PU0285
 PU0285                          SUPERSEDED SURVEY CONTROL
 PU0285
 PU0285  NGVD 29 (??/??/92)  822.010  (m)         2696.88   (f) ADJ UNCH    2 0
 PU0285
 PU0285.Superseded values are not recommended for survey control.
 PU0285
 PU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0285.See file dsdata.pdf to determine how the superseded data were derived.
 PU0285
 PU0285_MARKER: DR = REFERENCE MARK DISK
 PU0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0285_STAMPING: TIBBLE NO 1 1950
 PU0285_MARK LOGO: CGS
 PU0285_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0285+STABILITY: SURFACE MOTION
 PU0285
 PU0285  HISTORY     - Date     Condition        Report By
 PU0285  HISTORY     - 1950     MONUMENTED       CGS
 PU0285  HISTORY     - 1962     GOOD             CGS
 PU0285
 PU0285                          STATION DESCRIPTION
 PU0285
 PU0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0285'5.8 MI SE FROM OPAL.
 PU0285'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0285'3.85 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST
 PU0285'ACROSS COUNTRY, ON A SMALL KNOLL, 26.4 FEET EAST-NORTHEAST OF THE
 PU0285'STATION, 43.6 FEET NORTH-NORTHEAST OF REFERENCE MARK 2 AND IN
 PU0285'THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0287 ***********************************************************************
 PU0287  DESIGNATION -  TIBBLE RM 2
 PU0287  PID         -  PU0287
 PU0287  STATE/COUNTY-  SD/MEADE
 PU0287  COUNTRY     -  US
 PU0287  USGS QUAD   -  OPAL EAST SW (2017)
 PU0287
 PU0287                         *CURRENT SURVEY CONTROL
 PU0287  ______________________________________________________________________
 PU0287* NAD 83(1986) POSITION- 44 50 14.75   (N) 102 27 13.16   (W)   HD_HELD1
 PU0287* NAVD 88 ORTHO HEIGHT -   822.655 (meters)     2698.99  (feet) ADJUSTED
 PU0287  ______________________________________________________________________
 PU0287  GEOID HEIGHT    -        -18.537 (meters)                     GEOID18
 PU0287  DYNAMIC HEIGHT  -        822.473 (meters)     2698.40  (feet) COMP
 PU0287  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 PU0287
 PU0287  VERT ORDER      -  SECOND    CLASS 0
 PU0287
 PU0287.The horizontal coordinates were determined by differentially corrected
 PU0287.hand held GPS observations or other comparable positioning techniques
 PU0287.and have an estimated accuracy of +/- 3 meters.
 PU0287
 PU0287.The orthometric height was determined by differential leveling and
 PU0287.adjusted by the NATIONAL GEODETIC SURVEY
 PU0287.in June 1991.
 PU0287
 PU0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0287.GEOID18 height accuracy estimate available here.
 PU0287
 PU0287.Click photographs - Photos may exist for this station.
 PU0287
 PU0287.The dynamic height is computed by dividing the NAVD 88
 PU0287.geopotential number by the normal gravity value computed on the
 PU0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0287.degrees latitude (g = 980.6199 gals.).
 PU0287
 PU0287.The modeled gravity was interpolated from observed gravity values.
 PU0287
 PU0287;                    North         East    Units  Estimated Accuracy
 PU0287;SPC SD N     -   114,517.0     406,030.9     MT  (+/- 3 meters HH1 GPS) 
 PU0287
 PU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0125868045(NAD 83)
 PU0287
 PU0287                          SUPERSEDED SURVEY CONTROL
 PU0287
 PU0287  NGVD 29 (??/??/92)  822.197  (m)         2697.49   (f) ADJ UNCH    2 0
 PU0287
 PU0287.Superseded values are not recommended for survey control.
 PU0287
 PU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0287.See file dsdata.pdf to determine how the superseded data were derived.
 PU0287
 PU0287_MARKER: DR = REFERENCE MARK DISK
 PU0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0287_STAMPING: TIBBLE NO 2 1950
 PU0287_MARK LOGO: CGS
 PU0287_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0287+STABILITY: SURFACE MOTION
 PU0287
 PU0287  HISTORY     - Date     Condition        Report By
 PU0287  HISTORY     - 1950     MONUMENTED       CGS
 PU0287  HISTORY     - 1962     GOOD             CGS
 PU0287
 PU0287                          STATION DESCRIPTION
 PU0287
 PU0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0287'5.8 MI SE FROM OPAL.
 PU0287'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL
 PU0287'THENCE 3.85 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE
 PU0287'WEST ACROSS COUNTRY, ON THE TOP OF A SMALL KNOLL, 43.6 FEET
 PU0287'SOUTHWEST OF REFERENCE MARK 1, 30.95 FEET SOUTH-SOUTHEAST OF THE
 PU0287'STATION AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0998 ***********************************************************************
 PR0998  DESIGNATION -  TIE
 PR0998  PID         -  PR0998
 PR0998  STATE/COUNTY-  SD/BROOKINGS
 PR0998  COUNTRY     -  US
 PR0998  USGS QUAD   -  TORONTO (2017)
 PR0998
 PR0998                         *CURRENT SURVEY CONTROL
 PR0998  ______________________________________________________________________
 PR0998* NAD 83(1996) POSITION- 44 30 23.83820(N) 096 38 53.51840(W)   ADJUSTED
 PR0998* NAVD 88 ORTHO HEIGHT -   586.    (meters)     1923.    (feet) SCALED
 PR0998  ______________________________________________________________________
 PR0998  GEOID HEIGHT    -        -25.223 (meters)                     GEOID18
 PR0998  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 PR0998  HORZ ORDER      -  SECOND
 PR0998
 PR0998.The horizontal coordinates were established by classical geodetic methods
 PR0998.and adjusted by the National Geodetic Survey in January 1998.
 PR0998
 PR0998.The orthometric height was scaled from a topographic map.
 PR0998
 PR0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0998.GEOID18 height accuracy estimate available here.
 PR0998
 PR0998.Click photographs - Photos may exist for this station.
 PR0998
 PR0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0998
 PR0998. The following values were computed from the NAD 83(1996) position.
 PR0998
 PR0998;                    North         East     Units Scale Factor Converg.
 PR0998;SPC SD N     -    80,334.252   866,456.638   MT  0.99998398   +2 22 19.9
 PR0998;SPC SD N     -   263,563.29  2,842,699.82   sFT  0.99998398   +2 22 19.9
 PR0998;UTM  14      - 4,930,834.956   686,942.664   MT  1.00002979   +1 38 56.6
 PR0998
 PR0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0998!SPC SD N     -   0.99991204  x   0.99998398  =   0.99989602
 PR0998!UTM  14      -   0.99991204  x   1.00002979  =   0.99994183
 PR0998
 PR0998:                Primary Azimuth Mark                     Grid Az
 PR0998:SPC SD N     -  TIE AZ MK                                186 52 29.1
 PR0998:UTM  14      -  TIE AZ MK                                187 35 52.4
 PR0998
 PR0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8694230834(NAD 83)
 PR0998
 PR0998|---------------------------------------------------------------------|
 PR0998| PID    Reference Object                     Distance      Geod. Az  |
 PR0998|                                                           dddmmss.s |
 PR0998| CO8870 TIE RM 1                             18.361 METERS 01601     |
 PR0998| CO8871 TIE RM 2                             26.655 METERS 16654     |
 PR0998| CO8869 TIE AZ MK                                          1891449.0 |
 PR0998|---------------------------------------------------------------------|
 PR0998
 PR0998                          SUPERSEDED SURVEY CONTROL
 PR0998
 PR0998  NAD 83(1986)-  44 30 23.83583(N)    096 38 53.49750(W) AD(       ) 2
 PR0998  NAD 27      -  44 30 23.96050(N)    096 38 52.31420(W) AD(       ) 2
 PR0998
 PR0998.Superseded values are not recommended for survey control.
 PR0998
 PR0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0998.See file dsdata.pdf to determine how the superseded data were derived.
 PR0998
 PR0998_MARKER: DD = SURVEY DISK
 PR0998_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0998+WITH SETTING: INFORMATION.
 PR0998_STAMPING: ET TIE 1968
 PR0998_MARK LOGO: USGS
 PR0998_PROJECTION: FLUSH
 PR0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0998
 PR0998  HISTORY     - Date     Condition        Report By
 PR0998  HISTORY     - 1968     MONUMENTED       USGS
 PR0998
 PR0998                          STATION DESCRIPTION
 PR0998
 PR0998'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WCM)
 PR0998'STATION IS LOCATED ABOUT 5.1 MI N. OF TOWN OF WHITE, ABOUT 4.5 MI
 PR0998'S. OF TOWN OF TORONTO, NEAR THE CENTER OF THE W. EDGE OF SEC.
 PR0998'13, T. 112 N., R. 49 W.
 PR0998'
 PR0998'TO REACH FROM THE POST OFFICE IN TORONTO LOCATED AT THE
 PR0998'INTERSECTION OF STATE HWY. 28 AND COUNTY RD. TO WHITE, GO S.
 PR0998'ON COUNTY RD. FOR 4.5 MI TO TRACK RD. ON RIGHT (W.), TURN RIGHT
 PR0998'AND GO 0.15 MI TO OLD RR. BED AND STATION ON RIGHT (N.).
 PR0998'
 PR0998'STATION IS 14.0 FT N. OF TRACK RD., 9.6 FT W. OF CENTER OF RR.
 PR0998'BED, 6.0 FT S. OF USGS WITNESS POST AND IS STAMPED ET TIE 1968.
 PR0998'
 PR0998'REFERENCE MARK NO. 1 IS N. OF STATION, 7.0 FT E. OF RR. BED AND
 PR0998'IS STAMPED TIE NO. 1 1968.
 PR0998'
 PR0998'REFERENCE MARK NO. 2 IS S. OF STATION, 12.7 FT E. OF RR. BED
 PR0998'AND IS STAMPED TIE NO. 2 1968.
 PR0998'
 PR0998'AZIMUTH MARK IS ABOUT 0.5 MI SSW. OF STATION, 37.0 FT N. OF
 PR0998'E.-W. RD., 4.2 FT W. OF POWER POLE AND IS STAMPED TIE AZIMUTH
 PR0998'MARK 1968.
 PR0998'
 PR0998'STATION ET BELT 1968 IS GROUND VISIBLE.
 PR0998'
 PR0998'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0998'SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE FILLED
 PR0998'WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1428 ***********************************************************************
 PU1428  DESIGNATION -  TILFORD
 PU1428  PID         -  PU1428
 PU1428  STATE/COUNTY-  SD/MEADE
 PU1428  COUNTRY     -  US
 PU1428  USGS QUAD   -  TILFORD (2017)
 PU1428
 PU1428                         *CURRENT SURVEY CONTROL
 PU1428  ______________________________________________________________________
 PU1428* NAD 83(1986) POSITION- 44 18 06.     (N) 103 25 43.     (W)   SCALED
 PU1428* NAVD 88 ORTHO HEIGHT -  1092.691 (meters)     3584.94  (feet) ADJUSTED
 PU1428  ______________________________________________________________________
 PU1428  GEOID HEIGHT    -        -15.228 (meters)                     GEOID18
 PU1428  DYNAMIC HEIGHT  -       1092.320 (meters)     3583.72  (feet) COMP
 PU1428  MODELED GRAVITY -    980,240.9   (mgal)                       NAVD 88
 PU1428
 PU1428  VERT ORDER      -  FIRST     CLASS II
 PU1428
 PU1428.The horizontal coordinates were scaled from a map and have
 PU1428.an estimated accuracy of +/- 6 seconds.
 PU1428
 PU1428.The orthometric height was determined by differential leveling and
 PU1428.adjusted by the NATIONAL GEODETIC SURVEY
 PU1428.in June 1991.
 PU1428
 PU1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1428.GEOID18 height accuracy estimate available here.
 PU1428
 PU1428.Click photographs - Photos may exist for this station.
 PU1428
 PU1428.The dynamic height is computed by dividing the NAVD 88
 PU1428.geopotential number by the normal gravity value computed on the
 PU1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1428.degrees latitude (g = 980.6199 gals.).
 PU1428
 PU1428.The modeled gravity was interpolated from observed gravity values.
 PU1428
 PU1428;                    North         East    Units  Estimated Accuracy
 PU1428;SPC SD N     -    57,840.      326,480.      MT  (+/- 180 meters Scaled)
 PU1428
 PU1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK253065(NAD 83)
 PU1428
 PU1428                          SUPERSEDED SURVEY CONTROL
 PU1428
 PU1428  NGVD 29 (??/??/92) 1092.178  (m)         3583.25   (f) ADJ UNCH    1 2
 PU1428
 PU1428.Superseded values are not recommended for survey control.
 PU1428
 PU1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1428.See file dsdata.pdf to determine how the superseded data were derived.
 PU1428
 PU1428_MARKER: R = RIVET
 PU1428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1428_SP_SET: PIER
 PU1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1428
 PU1428  HISTORY     - Date     Condition        Report By
 PU1428  HISTORY     - UNK      MONUMENTED       CNWRR
 PU1428  HISTORY     - 1934     GOOD             CGS
 PU1428
 PU1428                          STATION DESCRIPTION
 PU1428
 PU1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1428'AT TILFORD.
 PU1428'IN E CORNER OF NE CORNER PIER OF WATER TANK FOUNDATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2315 ***********************************************************************
 PU2315  DESIGNATION -  TILFORD
 PU2315  PID         -  PU2315
 PU2315  STATE/COUNTY-  SD/MEADE
 PU2315  COUNTRY     -  US
 PU2315  USGS QUAD   -  TILFORD (2017)
 PU2315
 PU2315                         *CURRENT SURVEY CONTROL
 PU2315  ______________________________________________________________________
 PU2315* NAD 83(1996) POSITION- 44 18 04.40633(N) 103 26 00.70214(W)   ADJUSTED
 PU2315* NAVD 88 ORTHO HEIGHT -  1104.    (meters)     3622.    (feet) SCALED
 PU2315  ______________________________________________________________________
 PU2315  GEOID HEIGHT    -        -15.194 (meters)                     GEOID18
 PU2315  LAPLACE CORR    -        -17.87  (seconds)                    DEFLEC18
 PU2315  HORZ ORDER      -  THIRD
 PU2315
 PU2315.The horizontal coordinates were established by classical geodetic methods
 PU2315.and adjusted by the National Geodetic Survey in January 1998.
 PU2315
 PU2315.The orthometric height was scaled from a topographic map.
 PU2315
 PU2315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2315.GEOID18 height accuracy estimate available here.
 PU2315
 PU2315.Click photographs - Photos may exist for this station.
 PU2315
 PU2315.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2315
 PU2315. The following values were computed from the NAD 83(1996) position.
 PU2315
 PU2315;                    North         East     Units Scale Factor Converg.
 PU2315;SPC SD N     -    57,803.159   326,082.401   MT  1.00002412   -2 25 48.1
 PU2315;SPC SD N     -   189,642.53  1,069,822.01   sFT  1.00002412   -2 25 48.1
 PU2315;UTM  13      - 4,906,523.167   624,953.729   MT  0.99979202   +1 05 39.2
 PU2315
 PU2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2315!SPC SD N     -   0.99982938  x   1.00002412  =   0.99985350
 PU2315!UTM  13      -   0.99982938  x   0.99979202  =   0.99962144
 PU2315
 PU2315:                Primary Azimuth Mark                     Grid Az
 PU2315:SPC SD N     -  TILFORD AZ MK                            006 20 13.3
 PU2315:UTM  13      -  TILFORD AZ MK                            002 48 46.0
 PU2315
 PU2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2495306523(NAD 83)
 PU2315
 PU2315|---------------------------------------------------------------------|
 PU2315| PID    Reference Object                     Distance      Geod. Az  |
 PU2315|                                                           dddmmss.s |
 PU2315| CQ4224 TILFORD RM 2                         14.158 METERS 00103     |
 PU2315| CQ4222 TILFORD AZ MK                                      0035425.2 |
 PU2315| CQ4223 TILFORD RM 1                         13.387 METERS 18124     |
 PU2315|---------------------------------------------------------------------|
 PU2315
 PU2315                          SUPERSEDED SURVEY CONTROL
 PU2315
 PU2315  NAD 83(1993)-  44 18 04.39903(N)    103 26 00.70442(W) AD(       ) 3
 PU2315  NAD 83(1986)-  44 18 04.39687(N)    103 26 00.69989(W) AD(       ) 3
 PU2315  NAD 27      -  44 18 04.45040(N)    103 25 59.03230(W) AD(       ) 3
 PU2315
 PU2315.Superseded values are not recommended for survey control.
 PU2315
 PU2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2315.See file dsdata.pdf to determine how the superseded data were derived.
 PU2315
 PU2315_MARKER: DS = TRIANGULATION STATION DISK
 PU2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2315_STAMPING: TILFORD 1950
 PU2315_MARK LOGO: CGS
 PU2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2315+STABILITY: SURFACE MOTION
 PU2315
 PU2315  HISTORY     - Date     Condition        Report By
 PU2315  HISTORY     - 1950     MONUMENTED       CGS
 PU2315  HISTORY     - 1976     MARK NOT FOUND   NGS
 PU2315
 PU2315                          STATION DESCRIPTION
 PU2315
 PU2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2315'THE STATION IS LOCATED IN THE VILLAGE OF TILFORD, WHICH IS
 PU2315'ABOUT 9 MILES SOUTHEAST OF STURGIS, AND ON THE RIGHT-OF-WAY
 PU2315'OF U.S. HIGHWAY 14.  IT IS 46 FEET NORTHWEST OF THE CENTER OF
 PU2315'A CROSSROADS, 20 FEET NORTHEAST OF A CATTLE GUARD, 15 FEET
 PU2315'SOUTHEAST OF A TELEPHONE POLE, AND 9 FEET SOUTHWEST OF A WITNESS
 PU2315'POST.
 PU2315'
 PU2315'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S.
 PU2315'HIGHWAY 14 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 PU2315'
 PU2315'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PU2315'TILFORD 1950.
 PU2315'
 PU2315'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE CENTER OF THE
 PU2315'HIGHWAY, AND 15 FEET EAST OF A FENCE.  THE MARK PROJECTS 7
 PU2315'INCHES AND THE DISK IS STAMPED TILFORD NO 1 1950.
 PU2315'
 PU2315'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE HIGHWAY AND 16 FEET
 PU2315'EAST OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 PU2315'STAMPED TILFORD NO 2 1950.
 PU2315'
 PU2315'THE AZIMUTH MARK IS 41 FEET SOUTH OF A TELEPHONE POLE, 30 FEET
 PU2315'EAST OF THE CENTER OF THE HIGHWAY, 3 FEET WEST OF A FENCE, AND
 PU2315'2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 PU2315'AND THE DISK IS STAMPED TILFORD 1950.
 PU2315'
 PU2315'ALL THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2315'CONCRETE CYLINDERS.
 PU2315'
 PU2315'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2315
 PU2315                          STATION RECOVERY (1976)
 PU2315
 PU2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PU2315'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT
 PU2315'RECOVERED AND APPARENTLY WERE DESTROYED DURING CONSTRUCTION OF
 PU2315'THE INTERSTATE HIGHWAY 90 OVERPASS AT TILFORD.  THE AZIMUTH MARK
 PU2315'WAS RECOVERED IN GOOD CONDITION.
 PU2315'
 PU2315'THE STATION SHOULD BE CONSIDERED DESTROYED.
 PU2315'
 PU2315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TILFORD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AI4113 ***********************************************************************
 AI4113  DESIGNATION -  TIMBER
 AI4113  PID         -  AI4113
 AI4113  STATE/COUNTY-  SD/DEWEY
 AI4113  COUNTRY     -  US
 AI4113  USGS QUAD   -  TIMBER LAKE (2017)
 AI4113
 AI4113                         *CURRENT SURVEY CONTROL
 AI4113  ______________________________________________________________________
 AI4113* NAD 83(1986) POSITION- 45 28 22.     (N) 101 03 40.     (W)   SCALED
 AI4113* NAVD 88 ORTHO HEIGHT -   662.785 (meters)     2174.49  (feet) ADJUSTED
 AI4113  ______________________________________________________________________
 AI4113  GEOID HEIGHT    -        -21.163 (meters)                     GEOID18
 AI4113  DYNAMIC HEIGHT  -        662.694 (meters)     2174.19  (feet) COMP
 AI4113  MODELED GRAVITY -    980,457.6   (mgal)                       NAVD 88
 AI4113
 AI4113  VERT ORDER      -  FIRST     CLASS II
 AI4113
 AI4113.The horizontal coordinates were scaled from a map and have
 AI4113.an estimated accuracy of +/- 6 seconds.
 AI4113
 AI4113.The orthometric height was determined by differential leveling and
 AI4113.adjusted by the NATIONAL GEODETIC SURVEY
 AI4113.in April 2000.
 AI4113
 AI4113.No vertical observational check was made to the station.
 AI4113
 AI4113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4113.GEOID18 height accuracy estimate available here.
 AI4113
 AI4113.Click photographs - Photos may exist for this station.
 AI4113
 AI4113.The dynamic height is computed by dividing the NAVD 88
 AI4113.geopotential number by the normal gravity value computed on the
 AI4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4113.degrees latitude (g = 980.6199 gals.).
 AI4113
 AI4113.The modeled gravity was interpolated from observed gravity values.
 AI4113
 AI4113;                    North         East    Units  Estimated Accuracy
 AI4113;SPC SD N     -   182,730.      517,030.      MT  (+/- 180 meters Scaled)
 AI4113
 AI4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR388375(NAD 83)
 AI4113
 AI4113                          SUPERSEDED SURVEY CONTROL
 AI4113
 AI4113.No superseded survey control is available for this station.
 AI4113
 AI4113_MARKER: R = RIVET
 AI4113_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AI4113_STAMPING: TIMBER 1997
 AI4113_MARK LOGO: NGS
 AI4113_PROJECTION: FLUSH
 AI4113_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI4113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4113+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4113_ROD/PIPE-DEPTH: 6.4 meters
 AI4113_SLEEVE-DEPTH  : 2.0 meters
 AI4113
 AI4113  HISTORY     - Date     Condition        Report By
 AI4113  HISTORY     - 1997     MONUMENTED       SDDT
 AI4113  HISTORY     - 19990623 GOOD             NGS
 AI4113
 AI4113                          STATION DESCRIPTION
 AI4113
 AI4113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI4113'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AI4113'TIMBER LAKE, THENCE 4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 20,
 AI4113'THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM
 AI4113'(0.10 MI) WESTERLY ALONG A GRAVELED ROAD, 10.8 M (35.4 FT) SOUTH OF
 AI4113'THE ROAD CENTER, 0.6 M (2.0 FT) EAST OF A WITNESS POST, 0.5 M (1.6 FT)
 AI4113'NORTH OF A FENCE, 0.4 M (1.3 FT) WEST OF A METAL GUARD POST, AND 0.4 M
 AI4113'(1.3 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT
 AI4113'IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH PVC PIPE CAP.
 AI4113'THE DATUM POINT IS A STAINLESS STEEL RIVET AFFIXED TO A METAL PIPE CAP
 AI4113'THAT IS ATTACHED TO A 1 1/2-INCH GALVANIZED STEEL PIPE.  THE MONUMENT
 AI4113'IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0797 ***********************************************************************
 QS0797  DESIGNATION -  TIMBER LAKE
 QS0797  PID         -  QS0797
 QS0797  STATE/COUNTY-  SD/DEWEY
 QS0797  COUNTRY     -  US
 QS0797  USGS QUAD   -  WHITE HORSE (2017)
 QS0797
 QS0797                         *CURRENT SURVEY CONTROL
 QS0797  ______________________________________________________________________
 QS0797* NAD 83(1996) POSITION- 45 19 49.93248(N) 100 59 50.23743(W)   ADJUSTED
 QS0797* NAVD 88 ORTHO HEIGHT -   666.89  (+/-2cm)     2188.0   (feet) VERTCON3
 QS0797  ______________________________________________________________________
 QS0797  GEOID HEIGHT    -        -21.423 (meters)                     GEOID18
 QS0797  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 QS0797  HORZ ORDER      -  THIRD
 QS0797  VERT ORDER      -  THIRD ? (See Below)
 QS0797
 QS0797.The horizontal coordinates were established by classical geodetic methods
 QS0797.and adjusted by the National Geodetic Survey in January 1998.
 QS0797
 QS0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0797
 QS0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0797.GEOID18 height accuracy estimate available here.
 QS0797
 QS0797.The vertical order pertains to the NGVD 29 superseded value.
 QS0797
 QS0797.Click photographs - Photos may exist for this station.
 QS0797
 QS0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0797
 QS0797. The following values were computed from the NAD 83(1996) position.
 QS0797
 QS0797;                    North         East     Units Scale Factor Converg.
 QS0797;SPC SD N     -   166,856.260   521,826.215   MT  0.99995098   -0 42 20.9
 QS0797;SPC SD N     -   547,427.58  1,712,024.84   sFT  0.99995098   -0 42 20.9
 QS0797;UTM  14      - 5,021,610.315   343,491.173   MT  0.99990118   -1 25 14.5
 QS0797
 QS0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0797!SPC SD N     -   0.99989881  x   0.99995098  =   0.99984980
 QS0797!UTM  14      -   0.99989881  x   0.99990118  =   0.99980000
 QS0797
 QS0797:                Primary Azimuth Mark                     Grid Az
 QS0797:SPC SD N     -  CHEYENE                                  235 01 44.0
 QS0797:UTM  14      -  CHEYENE                                  235 44 37.6
 QS0797
 QS0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4349121610(NAD 83)
 QS0797
 QS0797|---------------------------------------------------------------------|
 QS0797| PID    Reference Object                     Distance      Geod. Az  |
 QS0797|                                                           dddmmss.s |
 QS0797| QS0866 CHEYENE                             APPROX.11.6 KM 2341923.1 |
 QS0797|---------------------------------------------------------------------|
 QS0797
 QS0797                          SUPERSEDED SURVEY CONTROL
 QS0797
 QS0797  NAD 83(1986)-  45 19 49.92471(N)    100 59 50.23693(W) AD(       ) 3
 QS0797  NAD 27      -  45 19 49.99869(N)    100 59 48.71160(W) AD(       ) 3
 QS0797  NGVD 29             666.46   (m)         2186.5    (f) LEVELING    3  
 QS0797
 QS0797.Superseded values are not recommended for survey control.
 QS0797
 QS0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0797.See file dsdata.pdf to determine how the superseded data were derived.
 QS0797
 QS0797_MARKER: DB = BENCH MARK DISK
 QS0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0797_STAMPING: TIMBER LAKE 1948
 QS0797_MARK LOGO: USGS
 QS0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0797+STABILITY: SURFACE MOTION
 QS0797
 QS0797  HISTORY     - Date     Condition        Report By
 QS0797  HISTORY     - 1948     MONUMENTED       USGS
 QS0797
 QS0797                          STATION DESCRIPTION
 QS0797
 QS0797'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QS0797'LOCATED 6.5 MI S. AND 3.75 MI E. OF TIMBER LAKE, IN SE. 1/4 SEC. 24,
 QS0797'T. 16 N., R. 25 E., 150 FT W. OF TIMBER LAKE - WHITE HORSE RD., 180 FT
 QS0797'N. OF S. END OF LOW NW. - SE. RIDGE, 27 FT E. OF NW. - SE. FENCE.
 QS0797'
 QS0797'STANDARD TABLET STAMPED---TIMBER LAKE 1948---SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0862 ***********************************************************************
 QS0862  CBN         -  This is a Cooperative Base Network Control Station.
 QS0862  DESIGNATION -  TIMBER LAKE
 QS0862  PID         -  QS0862
 QS0862  STATE/COUNTY-  SD/DEWEY
 QS0862  COUNTRY     -  US
 QS0862  USGS QUAD   -  TIMBER LAKE (2017)
 QS0862
 QS0862                         *CURRENT SURVEY CONTROL
 QS0862  ______________________________________________________________________
 QS0862* NAD 83(2011) POSITION- 45 27 49.20247(N) 101 03 33.39285(W)   ADJUSTED
 QS0862* NAD 83(2011) ELLIP HT-   657.545 (meters)        (06/27/12)   ADJUSTED
 QS0862* NAD 83(2011) EPOCH   -  2010.00
 QS0862* NAVD 88 ORTHO HEIGHT -   678.7   (meters)     2227.    (feet) GPS OBS
 QS0862  ______________________________________________________________________
 QS0862  NAVD 88 orthometric height was determined with geoid model    GEOID96
 QS0862  GEOID HEIGHT    -        -20.971 (meters)                     GEOID96
 QS0862  GEOID HEIGHT    -        -21.171 (meters)                     GEOID18
 QS0862  NAD 83(2011) X  -   -859,655.028 (meters)                     COMP
 QS0862  NAD 83(2011) Y  - -4,398,243.417 (meters)                     COMP
 QS0862  NAD 83(2011) Z  -  4,524,106.685 (meters)                     COMP
 QS0862  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 QS0862
 QS0862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QS0862  Standards:
 QS0862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QS0862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QS0862  -------------------------------------------------------------------
 QS0862  NETWORK    0.93   2.74           0.44   0.29   1.40     -0.10525266
 QS0862  -------------------------------------------------------------------
 QS0862  Click here for local accuracies and other accuracy information.
 QS0862
 QS0862.The horizontal coordinates were established by GPS observations
 QS0862.and adjusted by the National Geodetic Survey in June 2012.
 QS0862
 QS0862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QS0862.been affixed to the stable North American tectonic plate. See 
 QS0862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QS0862
 QS0862.The horizontal coordinates are valid at the epoch date displayed above
 QS0862.which is a decimal equivalence of Year/Month/Day.
 QS0862
 QS0862.The orthometric height was determined by GPS observations and a
 QS0862.high-resolution geoid model.
 QS0862
 QS0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0862.GEOID18 height accuracy estimate available here.
 QS0862
 QS0862.Click photographs - Photos may exist for this station.
 QS0862
 QS0862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0862
 QS0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0862
 QS0862.The ellipsoidal height was determined by GPS observations
 QS0862.and is referenced to NAD 83.
 QS0862
 QS0862. The following values were computed from the NAD 83(2011) position.
 QS0862
 QS0862;                    North         East     Units Scale Factor Converg.
 QS0862;SPC SD N     -   181,712.151   517,161.087   MT  0.99996500   -0 44 58.9
 QS0862;SPC SD N     -   596,167.28  1,696,719.33   sFT  0.99996500   -0 44 58.9
 QS0862;UTM  14      - 5,036,522.683   339,012.440   MT  0.99991865   -1 28 05.4
 QS0862
 QS0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0862!SPC SD N     -   0.99989692  x   0.99996500  =   0.99986193
 QS0862!UTM  14      -   0.99989692  x   0.99991865  =   0.99981558
 QS0862
 QS0862:                Primary Azimuth Mark                     Grid Az
 QS0862:SPC SD N     -  TIMBER LAKE AZ MK 2                      180 14 30.3
 QS0862:UTM  14      -  TIMBER LAKE AZ MK 2                      180 57 36.8
 QS0862
 QS0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3901236522(NAD 83)
 QS0862
 QS0862|---------------------------------------------------------------------|
 QS0862| PID    Reference Object                     Distance      Geod. Az  |
 QS0862|                                                           dddmmss.s |
 QS0862| AI2573 TIMBER LAKE RM 2                     12.519 METERS 00116     |
 QS0862| QS0800 CAIRN 7 MI NE OF TIMBER LAKE        APPROX. 5.9 KM 0725956.4 |
 QS0862| AI2571 TIMBER LAKE AZ MK 2                                1792931.4 |
 QS0862| CQ8844 TIMBER LAKE AZ MK                                  1793857.8 |
 QS0862| QS0864 TIMBER LAKE MUNICIPAL TANK          APPROX. 3.9 KM 1992356.5 |
 QS0862| QS0863 TIMBER LAKE ODEGAARD ELEV VENT      APPROX. 3.7 KM 2012055.6 |
 QS0862| AI2572 TIMBER LAKE RM 1                     24.509 METERS 27507     |
 QS0862|---------------------------------------------------------------------|
 QS0862
 QS0862                          SUPERSEDED SURVEY CONTROL
 QS0862
 QS0862  NAD 83(2007)-  45 27 49.20240(N)    101 03 33.39402(W) AD(2002.00) 0
 QS0862  ELLIP H (02/10/07)  657.572  (m)                       GP(2002.00)    
 QS0862  ELLIP H (04/15/04)  657.568  (m)                       GP(       ) 2 1
 QS0862  NAD 83(1996)-  45 27 49.20174(N)    101 03 33.39353(W) AD(       ) B
 QS0862  ELLIP H (04/18/97)  657.631  (m)                       GP(       ) 4 1
 QS0862  NAD 83(1986)-  45 27 49.19265(N)    101 03 33.38787(W) AD(       ) 3
 QS0862  NAD 27      -  45 27 49.24400(N)    101 03 31.83800(W) AD(       ) 3
 QS0862  NGVD 29 (02/28/92)  678.3    (m)  GEOID90  model used  GPS OBS        
 QS0862
 QS0862.Superseded values are not recommended for survey control.
 QS0862
 QS0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0862.See file dsdata.pdf to determine how the superseded data were derived.
 QS0862
 QS0862_MARKER: DS = TRIANGULATION STATION DISK
 QS0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0862_STAMPING: TIMBER LAKE 1952
 QS0862_MARK LOGO: CGS
 QS0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0862+STABILITY: SURFACE MOTION
 QS0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0862+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 QS0862
 QS0862  HISTORY     - Date     Condition        Report By
 QS0862  HISTORY     - 1952     MONUMENTED       CGS
 QS0862  HISTORY     - 1952     GOOD             CGS
 QS0862  HISTORY     - 1977     GOOD             NGS
 QS0862  HISTORY     - 19910826 GOOD             NGS
 QS0862  HISTORY     - 19960814 GOOD             NGS
 QS0862  HISTORY     - 19990623 MARK NOT FOUND   NGS
 QS0862
 QS0862                          STATION DESCRIPTION
 QS0862
 QS0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0862'THE STATION IS ABOUT 2-1/2 MILES NORTH-NORTHEAST OF TIMBER
 QS0862'LAKE, ON HIGHWAY RIGHT-OF-WAY, NEAR THE WEST SIDE OF SECTION
 QS0862'4, T 17 N, R 25 E, 43 FEET EAST OF CENTER OF STATE HIGHWAY
 QS0862'8, 5 FEET NORTH-NORTHWEST OF A WITNESS POST, AND 3 FEET WEST
 QS0862'OF A WIRE FENCE.
 QS0862'
 QS0862'TO REACH THE STATION FROM THE DEPOT IN TIMBER LAKE, GO
 QS0862'NORTHWEST FOR 0.1 MILE TO STATE HIGHWAY 8, TURN RIGHT AND GO
 QS0862'NORTH, EAST, AND NORTH FOR 2.6 MILES TO THE AZIMUTH MARK ON
 QS0862'RIGHT, CONTINUE NORTH FOR 0.3 MILE TO TOP OF HILL AND
 QS0862'STATION ON RIGHT.
 QS0862'
 QS0862'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0862'TIMBER LAKE 1952.
 QS0862'
 QS0862'REFERENCE MARK 1 IS 37 FEET WEST OF CENTER OF STATE HIGHWAY
 QS0862'8.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0862'TIMBER LAKE NO 1 1952.
 QS0862'
 QS0862'REFERENCE MARK 2 IS 1 FOOT WEST OF A WIRE FENCE.  THE MARK
 QS0862'PROJECTS 3 INCHES, AND THE DISK IS STAMPED TIMBER LAKE NO 2
 QS0862'1952.
 QS0862'
 QS0862'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTER OF STATE
 QS0862'HIGHWAY 8, 3 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST
 QS0862'OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 QS0862'STAMPED TIMBER LAKE 1952.
 QS0862
 QS0862                          STATION RECOVERY (1952)
 QS0862
 QS0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 QS0862'RECOVERED IN GOOD CONDITION.
 QS0862
 QS0862                          STATION RECOVERY (1977)
 QS0862
 QS0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QS0862'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 QS0862'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED, IT HAD
 QS0862'BEEN PUSHED OVER APPARENTLY BY ROAD GRADING EQUIPMENT, THE MARK
 QS0862'WAS DUG OUT AND THE DISK REMOVED AT THIS TIME.  A NEW AZIMUTH MARK
 QS0862'WAS SET.
 QS0862'
 QS0862'A NEW DESCRIPTION FOLLOWS--
 QS0862'
 QS0862'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH-NORTHEAST OF TIMBER
 QS0862'LAKE ON THE RIGHT-OF-WAY ALONG STATE HIGHWAY 20, NEAR THE WEST
 QS0862'SIDE OF SEC. 4, T 17 N, R 25 E, AT THE CREST OF A SMALL HILL.
 QS0862'
 QS0862'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND STATE
 QS0862'HIGHWAY 20 AT THE NORTHEAST EDGE OF TIMBER LAKE, GO NORTH ON
 QS0862'HIGHWAY 20 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 QS0862'DESCRIBED, CONTINUE NORTH ON HIGHWAY 20 FOR 0.4 MILE TO THE
 QS0862'STATION ON THE RIGHT.
 QS0862'
 QS0862'THE STATION MARK IS A STANDARD DISK STAMPED TIMBER LAKE 1952, SET IN
 QS0862'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 QS0862'41 FEET EAST OF THE CENTER OF THE HIGHWAY, 19 FEET NORTH OF A POWER
 QS0862'POLE, AND 2.8 FEET WEST OF A FENCE AND METAL WITNESS POST.
 QS0862'
 QS0862'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TIMBER LAKE NO 1
 QS0862'1952 SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0862'2-INCHES.  IT IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY, 2.5
 QS0862'FEET SOUTH OF A TELEPHONE POLE, AND 1-FOOT WEST OF A FENCE.
 QS0862'
 QS0862'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED TIMBER LAKE NO 2
 QS0862'1952 SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0862'3-INCHES.  IT IS 60 FEET NORTH OF THE POWER POLE, 43 FEET EAST OF
 QS0862'THE CENTER OF THE HIGHWAY, 12 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 QS0862'POST, AND 1.5 FEET WEST OF A FENCE.
 QS0862'
 QS0862'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TIMBER LAKE 1952 1977,
 QS0862'SET IN A DRILLED HOLE IN THE TOP OF A 10-INCH BY 4-FOOT CONCRETE
 QS0862'HEADWALL FOR A STEEL CULVERT.  IT IS AT THE SOUTH EDGE OF A
 QS0862'SECTION LINE ROAD (CLOSED), 50 FEET EAST OF THE CENTER OF THE
 QS0862'HIGHWAY, 20 FEET NORTHEAST OF A FENCE CORNER, 15 FEET SOUTH OF
 QS0862'THE CENTER OF THE SECTION LINE ROAD, 8 FEET EAST OF A FENCE, AND
 QS0862'9 FEET NORTHEAST OF A METAL WITNESS POST.  IT IS ON PROPERTY OF
 QS0862'MR. LOUIS BADER.
 QS0862'
 QS0862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 QS0862'NNE OF TIMBER LAKE.
 QS0862
 QS0862                          STATION RECOVERY (1991)
 QS0862
 QS0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QS0862'THE STATION IS LOCATED ABOUT 51.5 KM (32.0 MI) WEST OF MOBRIDGE, 30.6
 QS0862'KM (19.0 MI) EAST OF ISABEL AND 4.0 KM (2.5 MI) NORTHEAST OF TIMBER
 QS0862'LAKE. OWNERSHIP--UNKNOWN.
 QS0862'TO REACH THE STATION FROM THE POST OFFICE (EIGHTH AND MAIN STREETS) IN
 QS0862'TIMBER LAKE, GO NORTH ON MAIN STREET FOR 0.5 KM (0.3 MI) TO THE
 QS0862'JUNCTION OF STATE HIGHWAYS 20 AND 63. CONTINUE NORTH, THEN EAST AND
 QS0862'THEN NORTH ON STATE HIGHWAYS 20 AND 63 FOR 4.3 KM (2.7 MI) TO THE TOP
 QS0862'OF A SMALL HILL AND THE STATION ON THE RIGHT.
 QS0862'THE STATION IS LOCATED 10.67 KM (6.63 MI) EAST FROM THE CENTER OF THE
 QS0862'HIGHWAY, 0.61 KM (0.38 MI) EAST FROM A WITNESS POST AND 0.46 KM
 QS0862'(0.29 MI) EAST FROM A NORTH-SOUTH FENCE.
 QS0862
 QS0862                          STATION RECOVERY (1996)
 QS0862
 QS0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 QS0862'THE STATION IS LOCATED 3.0 MI (4.8 KM) NORTH OF TIMBER LAKE AND 0.6 MI
 QS0862'(1.0 KM) SOUTH OF THE DEWEY/CORSON COUNTY LINE ON STATE HIGHWAY 20.
 QS0862'OWNERSHIP--GREG AND JUDY GARON, BOX 298, TIMBER LAKE, SD 57656,
 QS0862'TELEPHONE NUMBER (605) 865-3390.  TO REACH THE STATION FROM THE POST
 QS0862'OFFICE IN TIMBER LAKE, GO NORTH ON MAIN STREET FOR 0.3 MI (0.5 KM) TO
 QS0862'THE JUNCTION OF STATE HIGHWAY 20, CONTINUE NORTH ON STATE HIGHWAY 20
 QS0862'FOR 2.8 MI (4.5 KM) TO THE STATION ON THE RIGHT, ON TOP OF A SMALL
 QS0862'HILL.  THE STATION IS LOCATED 24.5 M (80.4 FT) EAST OF REFERENCE MARK
 QS0862'1, 12.6 M (41.3 FT) EAST OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT)
 QS0862'SOUTH OF REFERENCE MARK 2, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND
 QS0862'FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE DISK IS
 QS0862'SET IN TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE MONUMENT THAT PROJECTS
 QS0862'0.06 M (0.20 FT) ABOVE THE GROUND SURFACE.
 QS0862
 QS0862                          STATION RECOVERY (1999)
 QS0862
 QS0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0862'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 QS0862'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0864 ***********************************************************************
 QS0864  DESIGNATION -  TIMBER LAKE MUNICIPAL TANK
 QS0864  PID         -  QS0864
 QS0864  STATE/COUNTY-  SD/DEWEY
 QS0864  COUNTRY     -  US
 QS0864  USGS QUAD   -  TIMBER LAKE (2017)
 QS0864
 QS0864                         *CURRENT SURVEY CONTROL
 QS0864  ______________________________________________________________________
 QS0864* NAD 83(1996) POSITION- 45 25 50.44386(N) 101 04 32.78435(W)   ADJUSTED
 QS0864  ______________________________________________________________________
 QS0864  GEOID HEIGHT    -        -21.166 (meters)                     GEOID18
 QS0864  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 QS0864  HORZ ORDER      -  THIRD
 QS0864
 QS0864.The horizontal coordinates were established by classical geodetic methods
 QS0864.and adjusted by the National Geodetic Survey in January 1998.
 QS0864
 QS0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0864.GEOID18 height accuracy estimate available here.
 QS0864
 QS0864.Click photographs - Photos may exist for this station.
 QS0864
 QS0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0864
 QS0864. The following values were computed from the NAD 83(1996) position.
 QS0864
 QS0864;                    North         East     Units Scale Factor Converg.
 QS0864;SPC SD N     -   178,063.264   515,822.276   MT  0.99996102   -0 45 40.9
 QS0864;SPC SD N     -   584,195.89  1,692,326.92   sFT  0.99996102   -0 45 40.9
 QS0864;UTM  14      - 5,032,891.014   337,628.059   MT  0.99992416   -1 28 44.8
 QS0864
 QS0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3762832891(NAD 83)
 QS0864
 QS0864                          SUPERSEDED SURVEY CONTROL
 QS0864
 QS0864  NAD 83(1986)-  45 25 50.43497(N)    101 04 32.77924(W) AD(       ) 3
 QS0864  NAD 27      -  45 25 50.48200(N)    101 04 31.22700(W) AD(       ) 3
 QS0864
 QS0864.Superseded values are not recommended for survey control.
 QS0864
 QS0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0864.See file dsdata.pdf to determine how the superseded data were derived.
 QS0864
 QS0864_MARKER: 53 = ELEVATED TANK
 QS0864
 QS0864  HISTORY     - Date     Condition        Report By
 QS0864  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0864
 QS0864                          STATION DESCRIPTION
 QS0864
 QS0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0864'THE TANK IS NEAR THE CENTER OF TIMBER LAKE.  IT IS A 4-LEGGED
 QS0864'STEEL STRUCTURE PAINTED BLACK AND IS ABOUT 110 FEET HIGH.
 QS0864'
 QS0864'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0863 ***********************************************************************
 QS0863  DESIGNATION -  TIMBER LAKE ODEGAARD ELEV VENT
 QS0863  PID         -  QS0863
 QS0863  STATE/COUNTY-  SD/DEWEY
 QS0863  COUNTRY     -  US
 QS0863  USGS QUAD   -  TIMBER LAKE (2017)
 QS0863
 QS0863                         *CURRENT SURVEY CONTROL
 QS0863  ______________________________________________________________________
 QS0863* NAD 83(1996) POSITION- 45 25 57.01417(N) 101 04 35.67106(W)   ADJUSTED
 QS0863  ______________________________________________________________________
 QS0863  GEOID HEIGHT    -        -21.164 (meters)                     GEOID18
 QS0863  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC18
 QS0863  HORZ ORDER      -  THIRD
 QS0863
 QS0863.The horizontal coordinates were established by classical geodetic methods
 QS0863.and adjusted by the National Geodetic Survey in January 1998.
 QS0863
 QS0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0863.GEOID18 height accuracy estimate available here.
 QS0863
 QS0863.Click photographs - Photos may exist for this station.
 QS0863
 QS0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0863
 QS0863. The following values were computed from the NAD 83(1996) position.
 QS0863
 QS0863;                    North         East     Units Scale Factor Converg.
 QS0863;SPC SD N     -   178,266.913   515,762.232   MT  0.99996123   -0 45 43.0
 QS0863;SPC SD N     -   584,864.03  1,692,129.92   sFT  0.99996123   -0 45 43.0
 QS0863;UTM  14      - 5,033,095.391   337,570.573   MT  0.99992439   -1 28 47.0
 QS0863
 QS0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3757033095(NAD 83)
 QS0863
 QS0863                          SUPERSEDED SURVEY CONTROL
 QS0863
 QS0863  NAD 83(1986)-  45 25 57.00480(N)    101 04 35.66587(W) AD(       ) 3
 QS0863  NAD 27      -  45 25 57.05600(N)    101 04 34.11400(W) AD(       ) 3
 QS0863
 QS0863.Superseded values are not recommended for survey control.
 QS0863
 QS0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0863.See file dsdata.pdf to determine how the superseded data were derived.
 QS0863
 QS0863_MARKER: 94 = ROOFTOP VENTILATOR
 QS0863
 QS0863  HISTORY     - Date     Condition        Report By
 QS0863  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0863
 QS0863                          STATION DESCRIPTION
 QS0863
 QS0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0863'THE ELEVATOR IS IN THE NORTH EDGE OF TIMBER LAKE.  IT IS A
 QS0863'GALVANIZED TIN-SIDED BUILDING ABOUT 60 FEET HIGH.
 QS0863'
 QS0863'THE POINT INTERSECTED WAS THE VENTILATOR ON THE TOP OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2385 ***********************************************************************
 PU2385  DESIGNATION -  TINHUT
 PU2385  PID         -  PU2385
 PU2385  STATE/COUNTY-  SD/BUTTE
 PU2385  COUNTRY     -  US
 PU2385  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU2385
 PU2385                         *CURRENT SURVEY CONTROL
 PU2385  ______________________________________________________________________
 PU2385* NAD 83(1996) POSITION- 44 54 29.40928(N) 103 45 57.20613(W)   ADJUSTED
 PU2385* NAVD 88 ORTHO HEIGHT -   962.    (meters)     3156.    (feet) SCALED
 PU2385  ______________________________________________________________________
 PU2385  GEOID HEIGHT    -        -15.900 (meters)                     GEOID18
 PU2385  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 PU2385  HORZ ORDER      -  SECOND
 PU2385
 PU2385.The horizontal coordinates were established by classical geodetic methods
 PU2385.and adjusted by the National Geodetic Survey in January 1998.
 PU2385
 PU2385.The orthometric height was scaled from a topographic map.
 PU2385
 PU2385.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2385.GEOID18 height accuracy estimate available here.
 PU2385
 PU2385.Click photographs - Photos may exist for this station.
 PU2385
 PU2385.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2385
 PU2385. The following values were computed from the NAD 83(1996) position.
 PU2385
 PU2385;                    North         East     Units Scale Factor Converg.
 PU2385;SPC SD N     -   126,353.609   302,721.952   MT  0.99994221   -2 39 55.0
 PU2385;SPC SD N     -   414,545.13    993,180.27   sFT  0.99994221   -2 39 55.0
 PU2385;UTM  13      - 4,973,490.013   597,421.980   MT  0.99971671   +0 52 16.7
 PU2385
 PU2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2385!SPC SD N     -   0.99985161  x   0.99994221  =   0.99979383
 PU2385!UTM  13      -   0.99985161  x   0.99971671  =   0.99956836
 PU2385
 PU2385:                Primary Azimuth Mark                     Grid Az
 PU2385:SPC SD N     -  DW                                       089 17 34.3
 PU2385:UTM  13      -  DW                                       085 45 22.6
 PU2385
 PU2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9742173490(NAD 83)
 PU2385
 PU2385|---------------------------------------------------------------------|
 PU2385| PID    Reference Object                     Distance      Geod. Az  |
 PU2385|                                                           dddmmss.s |
 PU2385| CQ4229 TINHUT RM 2                          21.120 METERS 08242     |
 PU2385| CP9221 DW                                                 0863739.3 |
 PU2385| CQ4228 TINHUT RM 1                          15.008 METERS 34646     |
 PU2385|---------------------------------------------------------------------|
 PU2385
 PU2385                          SUPERSEDED SURVEY CONTROL
 PU2385
 PU2385  NAD 83(1993)-  44 54 29.40488(N)    103 45 57.20609(W) AD(       ) 2
 PU2385  NAD 83(1986)-  44 54 29.39850(N)    103 45 57.20188(W) AD(       ) 2
 PU2385  NAD 27      -  44 54 29.44050(N)    103 45 55.47220(W) AD(       ) 2
 PU2385
 PU2385.Superseded values are not recommended for survey control.
 PU2385
 PU2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2385.See file dsdata.pdf to determine how the superseded data were derived.
 PU2385
 PU2385_MARKER: DS = TRIANGULATION STATION DISK
 PU2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2385_STAMPING: TINHUT 1962
 PU2385_MARK LOGO: CGS
 PU2385_PROJECTION: FLUSH
 PU2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2385+STABILITY: SURFACE MOTION
 PU2385
 PU2385  HISTORY     - Date     Condition        Report By
 PU2385  HISTORY     - 1962     MONUMENTED       CGS
 PU2385
 PU2385                          STATION DESCRIPTION
 PU2385
 PU2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU2385'THE STATION IS 17 MILES NORTH OF BELLE FOURCHE, 1-1/2 MILES
 PU2385'EAST OF U.S. HIGHWAY 85, ON THE SUMMIT OF A LOW KNOLL AT THE
 PU2385'SITE OF AN OLD SCHOOL HOUSE, IN THE NORTHWEST QUARTER OF
 PU2385'SECTION 21, T 11 N, R 3 E, ON PROPERTY OWNED BY L.A. WILFRING.
 PU2385'
 PU2385'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 PU2385'212 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85
 PU2385'FOR 13.4 MILES TO A SIDE ROAD ON THE RIGHT AT THE SUMMIT OF A
 PU2385'RIDGE.  CONTINUE NORTH ON HIGHWAY 85 FOR 2.7 MILES TO A SIDE ROAD
 PU2385'ON THE RIGHT.  TURN RIGHT, CROSS A CATTLE GUARD AND GO EAST ON A
 PU2385'GRAVEL ROAD FOR 1.4 MILES TO A TRACK ROAD ON THE RIGHT AT AN OLD
 PU2385'SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 PU2385'TRACK ROAD FOR 175 FEET TO THE STATION ON THE RIGHT.
 PU2385'
 PU2385'STATION MARKS ARE STANDARD DISKS STAMPED TINHUT 1962.  THE
 PU2385'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 PU2385'SURFACE OF THE GROUND.  IT IS 168 FEET SOUTH OF A WEST GATE
 PU2385'POST, 151 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD
 PU2385'SCHOOLHOUSE AND 29 FEET WEST OF THE CENTER OF A TRACK ROAD.
 PU2385'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PU2385'36 INCHES BELOW THE SURFACE OF THE GROUND.
 PU2385'
 PU2385'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TINHUT NO 1 1962,
 PU2385'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 PU2385'20 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 PU2385'
 PU2385'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TINHUT NO 2 1962, IS
 PU2385'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 PU2385'83 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD SCHOOL HOUSE
 PU2385'AND 14 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 PU2385'
 PU2385'DW (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 PU2385'DW 1904, A BRONZE CAP BOLTED TO THE TOP OF A 4 INCH CAST IRON
 PU2385'PIPE WHICH PROJECTS 4 INCHES.  IT IS 32.5 FEET NORTH OF A POWER
 PU2385'POLE AND 3.5 FEET SOUTH OF A NORTH GATE POST.
 PU2385'
 PU2385'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 PU2385'TRACK ROAD FOR 0.6 MILE TO A POINT WHERE THE MAIN ROAD BEARS
 PU2385'RIGHT.  CONTINUE STRAIGHT AHEAD, EAST FOR 0.1 MILE TO THE
 PU2385'AZIMUTH MARK NEAR THE NORTH GATE POST OF A WIRE GATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0913 ***********************************************************************
 QS0913  DESIGNATION -  TIP
 QS0913  PID         -  QS0913
 QS0913  STATE/COUNTY-  SD/ZIEBACH
 QS0913  COUNTRY     -  US
 QS0913  USGS QUAD   -  RED ELM NE (2017)
 QS0913
 QS0913                         *CURRENT SURVEY CONTROL
 QS0913  ______________________________________________________________________
 QS0913* NAD 83(1996) POSITION- 45 11 22.96928(N) 101 48 16.97251(W)   ADJUSTED
 QS0913* NAVD 88 ORTHO HEIGHT -   722.9   (meters)     2372.    (feet) VERTCON3
 QS0913  ______________________________________________________________________
 QS0913  GEOID HEIGHT    -        -19.877 (meters)                     GEOID18
 QS0913  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 QS0913  HORZ ORDER      -  FIRST
 QS0913
 QS0913.The horizontal coordinates were established by classical geodetic methods
 QS0913.and adjusted by the National Geodetic Survey in January 1998.
 QS0913
 QS0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0913
 QS0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0913.GEOID18 height accuracy estimate available here.
 QS0913
 QS0913.Click photographs - Photos may exist for this station.
 QS0913
 QS0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0913
 QS0913. The following values were computed from the NAD 83(1996) position.
 QS0913
 QS0913;                    North         East     Units Scale Factor Converg.
 QS0913;SPC SD N     -   152,305.621   458,194.297   MT  0.99994203   -1 16 38.2
 QS0913;SPC SD N     -   499,689.36  1,503,259.12   sFT  0.99994203   -1 16 38.2
 QS0913;UTM  14      - 5,007,852.803   279,676.757   MT  1.00019690   -1 59 26.1
 QS0913
 QS0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0913!SPC SD N     -   0.99988978  x   0.99994203  =   0.99983182
 QS0913!UTM  14      -   0.99988978  x   1.00019690  =   1.00008666
 QS0913
 QS0913:                Primary Azimuth Mark                     Grid Az
 QS0913:SPC SD N     -  TIP AZ MK                                347 21 01.7
 QS0913:UTM  14      -  TIP AZ MK                                348 03 49.6
 QS0913
 QS0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7967607852(NAD 83)
 QS0913
 QS0913|---------------------------------------------------------------------|
 QS0913| PID    Reference Object                     Distance      Geod. Az  |
 QS0913|                                                           dddmmss.s |
 QS0913| CQ8847 TIP RM 1                             10.122 METERS 09213     |
 QS0913| CQ8846 TIP AZ MK                                          3460423.5 |
 QS0913| CQ8848 TIP RM 2                             11.945 METERS 35638     |
 QS0913|---------------------------------------------------------------------|
 QS0913
 QS0913                          SUPERSEDED SURVEY CONTROL
 QS0913
 QS0913  NAD 83(1986)-  45 11 22.96110(N)    101 48 16.97161(W) AD(       ) 1
 QS0913  NAD 27      -  45 11 23.04600(N)    101 48 15.41600(W) AD(       ) 1
 QS0913  NGVD 29 (07/19/86)  722.5    (m)         2370.     (f) VERT ANG       
 QS0913
 QS0913.Superseded values are not recommended for survey control.
 QS0913
 QS0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0913.See file dsdata.pdf to determine how the superseded data were derived.
 QS0913
 QS0913_MARKER: DS = TRIANGULATION STATION DISK
 QS0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0913_STAMPING: TIP 1951
 QS0913_MARK LOGO: CGS
 QS0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0913+STABILITY: SURFACE MOTION
 QS0913
 QS0913  HISTORY     - Date     Condition        Report By
 QS0913  HISTORY     - 1951     MONUMENTED       CGS
 QS0913  HISTORY     - 1952     GOOD             CGS
 QS0913
 QS0913                          STATION DESCRIPTION
 QS0913
 QS0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0913'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF DUPREE,
 QS0913'ABOUT 2.25 MILES SOUTH OF THE INDIAN VILLAGE OF THUNDER
 QS0913'BUTTE, ON THE CHEYENNE RIVER INDIAN RESERVATION, ON THE HIGHEST
 QS0913'POINT OF A SMALL BLUFF OVERLOOKING THE MOREAU RIVER TO THE
 QS0913'SOUTH AND WEST, 100 FEET SOUTH OF A TRACK ROAD, AND 5 FEET
 QS0913'NORTH OF THE EDGE OF THE BLUFF.
 QS0913'
 QS0913'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DUPREE, GO
 QS0913'NORTH FOR 1 BLOCK TO U.S. HIGHWAY NO. 212.  THEN WEST ON NO.
 QS0913'212 FOR 1.1 MILES TO A SIDE ROAD ON THE RIGHT (SIGN THUNDER
 QS0913'BUTTE 13 MILES).  THEN RIGHT, NORTH, ON A GRADED DIRT ROAD FOR
 QS0913'10.5 MILES TO THE TOP OF A RIDGE (ROAD TO THE LEFT GOES TO
 QS0913'THUNDER BUTTE).  CONTINUE AHEAD, NORTHERLY, FOR 1.8 MILES
 QS0913'TO THE BRIDGE ACROSS THE MOREAU RIVER.  CROSS BRIDGE, CONTINUE
 QS0913'NORTHERLY FOR 0.6 MILE TO A FORK.  THEN LEFT, ON A BLADED
 QS0913'ROAD FOR 1.6 MILE TO A FORK.  THEN LEFT FOR 0.6 MILE TO A
 QS0913'FORK.  THEN LEFT FOR 0.7 MILE TO A FORK.  THEN RIGHT FOR
 QS0913'0.8 MILE TO A WIRE GATE.  PASS THROUGH GATE, CONTINUE
 QS0913'WESTERLY FOR 1.7 MILES TO A RANCH HOUSE.  TURN LEFT,
 QS0913'SOUTHERLY (CROSSING A CREEK) FOR 0.8 MILE TO A WIRE GATE.
 QS0913'THEN THROUGH GATE, CONTINUE FOR 0.35 MILE TO AN INTERSECTION WITH
 QS0913'A FIRE LANE ON THE LEFT.  THEN BEAR RIGHT, WESTERLY, FOR 2.35
 QS0913'MILES TO A FORK.  THEN RIGHT FOR 1.15 MILES TO A FORK AND A
 QS0913'SIGN ON THE RIGHT SKUNK DEN 3 MI.  NORTH ED PRESLERS RANCH.
 QS0913'THEN LEFT, WESTERLY, FOR 0.95 MILE TO A TRACK ROAD ON
 QS0913'THE LEFT.  THEN LEFT, SOUTHERLY, FOR 0.3 MILE TO A REVERSE
 QS0913'Y-INTERSECTION.  CONTINUE ON THE MAIN TRAVELED TRACK ROAD,
 QS0913'SOUTHEASTERLY, FOR 1.15 MILE TO THE AZIMUTH MARK ON THE RIGHT
 QS0913'AS DESCRIBED.  CONTINUE FOR 0.4 MILE TO THE FOOT OF THE
 QS0913'BLUFF AND THE STATION ON THE RIGHT AS DESCRIBED.
 QS0913'
 QS0913'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 QS0913'TIP 1951.
 QS0913'
 QS0913'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE STATION
 QS0913'MARK, AND ABOUT 12 FEET NORTH OF THE EDGE OF THE BLUFF.
 QS0913'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED TIP NO 1 1951.
 QS0913'
 QS0913'REFERENCE MARK NO. 2 IS ABOUT 8 FEET LOWER THAN THE STATION,
 QS0913'ON THE NORTH SLOPE OF THE HILL, AND ABOUT 12 FEET EAST OF THE
 QS0913'WEST EDGE OF THE BLUFF.  IT PROJECTS 8 INCHES, AND THE DISK
 QS0913'IS STAMPED TIP NO 2 1951.
 QS0913'
 QS0913'THE AZIMUTH MARK IS 42 FEET EAST OF THE EAST EDGE OF A RAVINE,
 QS0913'AND 30 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD.  IT
 QS0913'PROJECTS 10 INCHES, AND THE DISK IS STAMPED TIP 1951.
 QS0913'
 QS0913'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QS0913'CONCRETE CYLINDERS.
 QS0913
 QS0913                          STATION RECOVERY (1952)
 QS0913
 QS0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0913'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QS0913'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS COMPLETE AND
 QS0913'ADEQUATE.
 QS0913'
 QS0913'HEIGH OF LIGHT ABOVE STATION MARK.  1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2241 ***********************************************************************
 PU2241  DESIGNATION -  TIPPY
 PU2241  PID         -  PU2241
 PU2241  STATE/COUNTY-  SD/MEADE
 PU2241  COUNTRY     -  US
 PU2241  USGS QUAD   -  FAIRPOINT (2017)
 PU2241
 PU2241                         *CURRENT SURVEY CONTROL
 PU2241  ______________________________________________________________________
 PU2241* NAD 83(1996) POSITION- 44 39 35.31939(N) 102 46 27.99461(W)   ADJUSTED
 PU2241* NAVD 88 ORTHO HEIGHT -   937.    (meters)     3074.    (feet) SCALED
 PU2241  ______________________________________________________________________
 PU2241  GEOID HEIGHT    -        -17.813 (meters)                     GEOID18
 PU2241  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 PU2241  HORZ ORDER      -  SECOND
 PU2241
 PU2241.The horizontal coordinates were established by classical geodetic methods
 PU2241.and adjusted by the National Geodetic Survey in January 1998.
 PU2241
 PU2241.The orthometric height was scaled from a topographic map.
 PU2241
 PU2241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2241.GEOID18 height accuracy estimate available here.
 PU2241
 PU2241.Click photographs - Photos may exist for this station.
 PU2241
 PU2241.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2241
 PU2241. The following values were computed from the NAD 83(1996) position.
 PU2241
 PU2241;                    North         East     Units Scale Factor Converg.
 PU2241;SPC SD N     -    95,610.023   380,004.723   MT  0.99996231   -1 57 48.9
 PU2241;SPC SD N     -   313,680.55  1,246,732.16   sFT  0.99996231   -1 57 48.9
 PU2241;UTM  13      - 4,947,570.150   676,443.386   MT  0.99998285   +1 33 53.1
 PU2241
 PU2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2241!SPC SD N     -   0.99985582  x   0.99996231  =   0.99981814
 PU2241!UTM  13      -   0.99985582  x   0.99998285  =   0.99983868
 PU2241
 PU2241:                Primary Azimuth Mark                     Grid Az
 PU2241:SPC SD N     -  TIPPY AZ MK                              279 04 09.5
 PU2241:UTM  13      -  TIPPY AZ MK                              275 32 27.5
 PU2241
 PU2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7644347570(NAD 83)
 PU2241
 PU2241|---------------------------------------------------------------------|
 PU2241| PID    Reference Object                     Distance      Geod. Az  |
 PU2241|                                                           dddmmss.s |
 PU2241| CQ4231 TIPPY RM 1                           19.103 METERS 22945     |
 PU2241| PU0875 TIPPY AZ MK                                        2770620.6 |
 PU2241| CQ4232 TIPPY RM 2                           12.913 METERS 29435     |
 PU2241|---------------------------------------------------------------------|
 PU2241
 PU2241                          SUPERSEDED SURVEY CONTROL
 PU2241
 PU2241  NAD 83(1993)-  44 39 35.31180(N)    102 46 27.99459(W) AD(       ) 2
 PU2241  NAD 83(1986)-  44 39 35.31133(N)    102 46 27.99407(W) AD(       ) 2
 PU2241  NAD 27      -  44 39 35.35500(N)    102 46 26.37870(W) AD(       ) 2
 PU2241
 PU2241.Superseded values are not recommended for survey control.
 PU2241
 PU2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2241.See file dsdata.pdf to determine how the superseded data were derived.
 PU2241
 PU2241_MARKER: DS = TRIANGULATION STATION DISK
 PU2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2241_STAMPING: TIPPY 1962
 PU2241_MARK LOGO: CGS
 PU2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2241+STABILITY: SURFACE MOTION
 PU2241
 PU2241  HISTORY     - Date     Condition        Report By
 PU2241  HISTORY     - 1962     MONUMENTED       CGS
 PU2241
 PU2241                          STATION DESCRIPTION
 PU2241
 PU2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2241'THE STATION IS ABOUT 8 MILES NORTHWEST OF UNION CENTER, 7.5 MILES
 PU2241'SOUTHWEST OF STONEVILLE AND 6.3 MILES SOUTH-SOUTHEAST OF
 PU2241'FAIRPOINT.
 PU2241'
 PU2241'TO REACH FROM THE VILLAGE OF FAIRPOINT, GO SOUTH ON MAIN
 PU2241'GRAVELED ROAD FOR 6.7 MILES TO A WIRE GATE AND THE AZIMUTH ON
 PU2241'THE LEFT.  TURN LEFT AND GO EAST ON TRACK ROAD FOR 1.1 MILE
 PU2241'TO WIRE GATE.  CONTINUE EAST ON TRACK ROAD FOR 0.2 MILE TO WIRE
 PU2241'GATE (JUST TO THE NORTH OF A ABANDONED FARM).  CONTINUE EAST
 PU2241'ACROSS PASTURE FOR 0.2 MILE TO THE TOP OF A LOW HILL AND THE
 PU2241'STATION.
 PU2241'
 PU2241'STATION MARK IS A STANDARD DISK STAMPED TIPPY 1962 SET IN THE TOP
 PU2241'OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
 PU2241'
 PU2241'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TIPPY NO 1 1962
 PU2241'SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 PU2241'
 PU2241'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TIPPY NO 2 1962
 PU2241'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 PU2241'1 INCH.
 PU2241'
 PU2241'AZIMUTH MARK IS A STANDARD DISK STAMPED TIPPY 1962 SET IN THE
 PU2241'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
 PU2241'IT IS 13 FEET NORTH OF THE CENTER OF A TRACK ROAD, 1.6 FEET
 PU2241'EAST OF A METAL WITNESS POST AND 1.4 FEET SOUTH OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0875 ***********************************************************************
 PU0875  DESIGNATION -  TIPPY AZ MK
 PU0875  PID         -  PU0875
 PU0875  STATE/COUNTY-  SD/MEADE
 PU0875  COUNTRY     -  US
 PU0875  USGS QUAD   -  FAIRPOINT (2017)
 PU0875
 PU0875                         *CURRENT SURVEY CONTROL
 PU0875  ______________________________________________________________________
 PU0875* NAD 83(1986) POSITION- 44 39 44.     (N) 102 48 13.     (W)   SCALED
 PU0875* NAVD 88 ORTHO HEIGHT -   898.837 (meters)     2948.93  (feet) ADJUSTED
 PU0875  ______________________________________________________________________
 PU0875  GEOID HEIGHT    -        -17.754 (meters)                     GEOID18
 PU0875  DYNAMIC HEIGHT  -        898.606 (meters)     2948.18  (feet) COMP
 PU0875  MODELED GRAVITY -    980,329.4   (mgal)                       NAVD 88
 PU0875
 PU0875  VERT ORDER      -  SECOND    CLASS 0
 PU0875
 PU0875.The horizontal coordinates were scaled from a map and have
 PU0875.an estimated accuracy of +/- 6 seconds.
 PU0875
 PU0875.The orthometric height was determined by differential leveling and
 PU0875.adjusted by the NATIONAL GEODETIC SURVEY
 PU0875.in June 1991.
 PU0875
 PU0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0875.GEOID18 height accuracy estimate available here.
 PU0875
 PU0875.Click photographs - Photos may exist for this station.
 PU0875
 PU0875.The dynamic height is computed by dividing the NAVD 88
 PU0875.geopotential number by the normal gravity value computed on the
 PU0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0875.degrees latitude (g = 980.6199 gals.).
 PU0875
 PU0875.The modeled gravity was interpolated from observed gravity values.
 PU0875
 PU0875;                    North         East    Units  Estimated Accuracy
 PU0875;SPC SD N     -    95,960.      377,700.      MT  (+/- 180 meters Scaled)
 PU0875
 PU0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK741477(NAD 83)
 PU0875
 PU0875                          SUPERSEDED SURVEY CONTROL
 PU0875
 PU0875  NGVD 29 (??/??/92)  898.368  (m)         2947.40   (f) ADJ UNCH    2 0
 PU0875
 PU0875.Superseded values are not recommended for survey control.
 PU0875
 PU0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0875.See file dsdata.pdf to determine how the superseded data were derived.
 PU0875
 PU0875_MARKER: DZ = AZIMUTH MARK DISK
 PU0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0875_STAMPING: TIPPY 1962
 PU0875_MARK LOGO: CGS
 PU0875_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0875+STABILITY: SURFACE MOTION
 PU0875
 PU0875  HISTORY     - Date     Condition        Report By
 PU0875  HISTORY     - 1962     MONUMENTED       CGS
 PU0875
 PU0875                          STATION DESCRIPTION
 PU0875
 PU0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0875'6.6 MI S FROM FAIRPOINT.
 PU0875'6.65 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0875'AT THE CROSSING OF A POWER LINE, 128 FEET EAST OF THE CENTER OF
 PU0875'THE JUNCTION OF A DIRT ROAD, 107 FEET NORTHEAST OF THE CENTER
 PU0875'LINE OF THE ROAD, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0875'1.2 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, ABOUT
 PU0875'3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0875'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0719 ***********************************************************************
 OT0719  DESIGNATION -  TL 14 ERS
 OT0719  PID         -  OT0719
 OT0719  STATE/COUNTY-  SD/PENNINGTON
 OT0719  COUNTRY     -  US
 OT0719  USGS QUAD   -  CONATA (2017)
 OT0719
 OT0719                         *CURRENT SURVEY CONTROL
 OT0719  ______________________________________________________________________
 OT0719* NAD 83(1986) POSITION- 43 42 46.     (N) 102 08 19.     (W)   SCALED
 OT0719* NAVD 88 ORTHO HEIGHT -   737.907 (meters)     2420.95  (feet) ADJUSTED
 OT0719  ______________________________________________________________________
 OT0719  GEOID HEIGHT    -        -19.413 (meters)                     GEOID18
 OT0719  DYNAMIC HEIGHT  -        737.671 (meters)     2420.18  (feet) COMP
 OT0719  MODELED GRAVITY -    980,274.7   (mgal)                       NAVD 88
 OT0719
 OT0719  VERT ORDER      -  FIRST     CLASS II
 OT0719
 OT0719.The horizontal coordinates were scaled from a map and have
 OT0719.an estimated accuracy of +/- 6 seconds.
 OT0719
 OT0719.The orthometric height was determined by differential leveling and
 OT0719.adjusted by the NATIONAL GEODETIC SURVEY
 OT0719.in June 1991.
 OT0719
 OT0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0719.GEOID18 height accuracy estimate available here.
 OT0719
 OT0719.Click photographs - Photos may exist for this station.
 OT0719
 OT0719.The dynamic height is computed by dividing the NAVD 88
 OT0719.geopotential number by the normal gravity value computed on the
 OT0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0719.degrees latitude (g = 980.6199 gals.).
 OT0719
 OT0719.The modeled gravity was interpolated from observed gravity values.
 OT0719
 OT0719;                    North         East    Units  Estimated Accuracy
 OT0719;SPC SD S     -   154,830.      454,530.      MT  (+/- 180 meters Scaled)
 OT0719
 OT0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ305439(NAD 83)
 OT0719
 OT0719                          SUPERSEDED SURVEY CONTROL
 OT0719
 OT0719.No superseded survey control is available for this station.
 OT0719
 OT0719_MARKER: DD = SURVEY DISK
 OT0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0719_STAMPING: TL 14 ERS 1948
 OT0719_MARK LOGO: USGS
 OT0719_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0719+STABILITY: SURFACE MOTION
 OT0719
 OT0719  HISTORY     - Date     Condition        Report By
 OT0719  HISTORY     - 1948     MONUMENTED       USGS
 OT0719  HISTORY     - 1985     GOOD             NGS
 OT0719
 OT0719                          STATION DESCRIPTION
 OT0719
 OT0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0719'13.7 KM (8.5 MI) WEST FROM INTERIOR.
 OT0719'13.75 KM (8.6 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0719'STATE HIGHWAY 377 IN INTERIOR, ON THE OUTSIDE OF THE WEST END OF A
 OT0719'CURVE, 4.15 KM (2.6 MI) EAST OF THE T JUNCTION OF CONATA ROAD, 74.0
 OT0719'METERS (243 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 79.7 METERS
 OT0719'(261.5 FT) WEST OF THE SOUTHWEST END OF A 48-INCH CONCRETE PIPE
 OT0719'CULVERT, 51.2 METERS (168 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND
 OT0719'16.3 METERS (53.5 FT) NORTH OF THE CENTER OF THE OLD ROAD BED.
 OT0719'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1159 ***********************************************************************
 PT1159  DESIGNATION -  TOM
 PT1159  PID         -  PT1159
 PT1159  STATE/COUNTY-  SD/HAAKON
 PT1159  COUNTRY     -  US
 PT1159  USGS QUAD   -  PHILIP (2017)
 PT1159
 PT1159                         *CURRENT SURVEY CONTROL
 PT1159  ______________________________________________________________________
 PT1159* NAD 83(1996) POSITION- 44 05 43.58067(N) 101 38 47.31291(W)   ADJUSTED
 PT1159* NAVD 88 ORTHO HEIGHT -   731.    (meters)     2398.    (feet) SCALED
 PT1159  ______________________________________________________________________
 PT1159  GEOID HEIGHT    -        -21.131 (meters)                     GEOID18
 PT1159  LAPLACE CORR    -         -8.96  (seconds)                    DEFLEC18
 PT1159  HORZ ORDER      -  SECOND
 PT1159
 PT1159.The horizontal coordinates were established by classical geodetic methods
 PT1159.and adjusted by the National Geodetic Survey in January 1998.
 PT1159
 PT1159.The orthometric height was scaled from a topographic map.
 PT1159
 PT1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1159.GEOID18 height accuracy estimate available here.
 PT1159
 PT1159.Click photographs - Photos may exist for this station.
 PT1159
 PT1159.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1159
 PT1159. The following values were computed from the NAD 83(1996) position.
 PT1159
 PT1159;                    North         East     Units Scale Factor Converg.
 PT1159;SPC SD S     -   196,589.960   494,857.350   MT  0.99994150   -0 54 21.1
 PT1159;SPC SD S     -   644,978.89  1,623,544.49   sFT  0.99994150   -0 54 21.1
 PT1159;UTM  14      - 4,885,878.804   288,159.082   MT  1.00015196   -1 50 32.1
 PT1159
 PT1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1159!SPC SD S     -   0.99988863  x   0.99994150  =   0.99983014
 PT1159!UTM  14      -   0.99988863  x   1.00015196  =   1.00004057
 PT1159
 PT1159:                Primary Azimuth Mark                     Grid Az
 PT1159:SPC SD S     -  PHIL                                     202 19 55.1
 PT1159:UTM  14      -  PHIL                                     203 16 06.1
 PT1159
 PT1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8815985878(NAD 83)
 PT1159
 PT1159|---------------------------------------------------------------------|
 PT1159| PID    Reference Object                     Distance      Geod. Az  |
 PT1159|                                                           dddmmss.s |
 PT1159| CQ4239 TOM RM 1                             34.169 METERS 01628     |
 PT1159| PT0574 PHIL                                APPROX. 4.5 KM 2012534.0 |
 PT1159| CQ4240 TOM RM 2                             22.849 METERS 24921     |
 PT1159|---------------------------------------------------------------------|
 PT1159
 PT1159                          SUPERSEDED SURVEY CONTROL
 PT1159
 PT1159  NAD 83(1986)-  44 05 43.57350(N)    101 38 47.31427(W) AD(       ) 2
 PT1159  NAD 27      -  44 05 43.62060(N)    101 38 45.80020(W) AD(       ) 2
 PT1159
 PT1159.Superseded values are not recommended for survey control.
 PT1159
 PT1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1159.See file dsdata.pdf to determine how the superseded data were derived.
 PT1159
 PT1159_MARKER: DS = TRIANGULATION STATION DISK
 PT1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1159_STAMPING: TOM 1961
 PT1159_MARK LOGO: CGS
 PT1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1159+STABILITY: SURFACE MOTION
 PT1159
 PT1159  HISTORY     - Date     Condition        Report By
 PT1159  HISTORY     - 1961     MONUMENTED       CGS
 PT1159
 PT1159                          STATION DESCRIPTION
 PT1159
 PT1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PT1159'LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF PHILIP AND 1 MILE
 PT1159'EAST OF STATE HIGHWAY 73.  IT IS IN THE NW CORNER OF SECTION
 PT1159'31, R 20 E, T 2 N.
 PT1159'
 PT1159'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PT1159'73 AT THE NORTH EDGE OF PHILIP, GO NORTH ON HIGHWAY 73 FOR
 PT1159'3.65 MILE TO A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE
 PT1159'AND GO ABOUT 75 FEET TO A FORK, TAKE LEFT FORK AND GO EAST
 PT1159'FOR 1.0 MILE TO A SMALL CORRAL AND FENCE INTERSECTION, PASS
 PT1159'THROUGH WOOD GATE, THENCE LEFT THROUGH OPENING IN THE FENCE
 PT1159'FOR ABOUT 75 FEET, THEN TURN RIGHT AND GO SOUTHEAST FOR ABOUT
 PT1159'200 FEET THE THE HIGHEST POINT AND THE STATION.
 PT1159'
 PT1159'STATION MARK, A STANDARD DISK STAMPED TOM 1961, IS SET IN
 PT1159'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT1159'4 INCHES.  IT IS 157 FEET EAST OF A NORTH-SOUTH FENCE LINE
 PT1159'AND 100 FEET SOUTH OF A DIM TRACK ROAD.
 PT1159'
 PT1159'REFERENCE MARK 1, A STANDARD DISK STAMPED TOM NO 1 1961, IS
 PT1159'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 PT1159'4 INCHES.  IT IS 12 FEET SOUTH OF THE CENTER OF THE DIM TRACK
 PT1159'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 PT1159'
 PT1159'REFERENCE MARK 2, A STANDARD DISK STAMPED TOM NO 2 1961,
 PT1159'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PT1159'THAT PROJECTS 2 INCHES.  IT IS 83 FEET EAST OF THE NORTH-SOUTH
 PT1159'FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 PT1159'
 PT1159'PICTURE POINT, IS THE SOUTHEAST CORNER OF A SMALL CORRAL.  THE
 PT1159'POINT OBSERVED WAS THE CORNER FENCE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0428 ***********************************************************************
 QT0428  DESIGNATION -  TOM
 QT0428  PID         -  QT0428
 QT0428  STATE/COUNTY-  SD/PERKINS
 QT0428  COUNTRY     -  US
 QT0428  USGS QUAD   -  DATE NE (2017)
 QT0428
 QT0428                         *CURRENT SURVEY CONTROL
 QT0428  ______________________________________________________________________
 QT0428* NAD 83(1996) POSITION- 45 28 22.97821(N) 102 34 08.00832(W)   ADJUSTED
 QT0428* NAVD 88 ORTHO HEIGHT -   861.    (meters)     2825.    (feet) SCALED
 QT0428  ______________________________________________________________________
 QT0428  GEOID HEIGHT    -        -17.930 (meters)                     GEOID18
 QT0428  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC18
 QT0428  HORZ ORDER      -  THIRD
 QT0428
 QT0428.The horizontal coordinates were established by classical geodetic methods
 QT0428.and adjusted by the National Geodetic Survey in January 1998.
 QT0428
 QT0428.The orthometric height was scaled from a topographic map.
 QT0428
 QT0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0428.GEOID18 height accuracy estimate available here.
 QT0428
 QT0428.Click photographs - Photos may exist for this station.
 QT0428
 QT0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0428
 QT0428. The following values were computed from the NAD 83(1996) position.
 QT0428
 QT0428;                    North         East     Units Scale Factor Converg.
 QT0428;SPC SD N     -   185,399.593   399,165.171   MT  0.99996619   -1 49 05.2
 QT0428;SPC SD N     -   608,265.16  1,309,594.40   sFT  0.99996619   -1 49 05.2
 QT0428;UTM  13      - 5,038,377.354   690,024.480   MT  1.00004398   +1 44 01.3
 QT0428
 QT0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0428!SPC SD N     -   0.99986777  x   0.99996619  =   0.99983397
 QT0428!UTM  13      -   0.99986777  x   1.00004398  =   0.99991175
 QT0428
 QT0428:                Primary Azimuth Mark                     Grid Az
 QT0428:SPC SD N     -  TOM AZ MK                                063 54 15.8
 QT0428:UTM  13      -  TOM AZ MK                                060 21 09.3
 QT0428
 QT0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9002438377(NAD 83)
 QT0428
 QT0428|---------------------------------------------------------------------|
 QT0428| PID    Reference Object                     Distance      Geod. Az  |
 QT0428|                                                           dddmmss.s |
 QT0428| QT0395 BISON MUNICIPAL TANK                APPROX.10.1 KM 0563156.8 |
 QT0428| CQ8852 TOM AZ MK                                          0620510.6 |
 QT0428| CQ8853 TOM RM 1                             28.075 METERS 13612     |
 QT0428| CQ8854 TOM RM 2                             30.012 METERS 22748     |
 QT0428|---------------------------------------------------------------------|
 QT0428
 QT0428                          SUPERSEDED SURVEY CONTROL
 QT0428
 QT0428  NAD 83(1993)-  45 28 22.96911(N)    102 34 08.00656(W) AD(       ) 3
 QT0428  NAD 83(1986)-  45 28 22.96879(N)    102 34 08.00646(W) AD(       ) 3
 QT0428  NAD 27      -  45 28 23.01900(N)    102 34 06.45600(W) AD(       ) 3
 QT0428
 QT0428.Superseded values are not recommended for survey control.
 QT0428
 QT0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0428.See file dsdata.pdf to determine how the superseded data were derived.
 QT0428
 QT0428_MARKER: DS = TRIANGULATION STATION DISK
 QT0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0428_STAMPING: TOM 1952
 QT0428_MARK LOGO: CGS
 QT0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0428+STABILITY: SURFACE MOTION
 QT0428
 QT0428  HISTORY     - Date     Condition        Report By
 QT0428  HISTORY     - 1952     MONUMENTED       CGS
 QT0428
 QT0428                          STATION DESCRIPTION
 QT0428
 QT0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0428'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BISON, IN
 QT0428'THE SOUTHEAST 1/4 OF SECTION 31, T 18 N, R 13 E, 0.05 MILE
 QT0428'EAST OF THE ENTRANCE TO A FARMHOUSE, AT THE SOUTH EDGE OF A
 QT0428'CULTIVATED FIELD, 42 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 QT0428'7 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST, AND 5.5 FEET
 QT0428'SOUTH-SOUTHWEST OF A POWER LINE POLE.
 QT0428'
 QT0428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 QT0428'8 AND THE ROAD TO BISON (ABOUT 1/2 MILE NORTH OF BISON),
 QT0428'GO WEST ON NO. 8 FOR 4.85 MILES (SIGN BIXBY).  THEN LEFT,
 QT0428'SOUTH, ON A GRAVELED ROAD FOR 3.9 MILES TO THE AZIMUTH MARK
 QT0428'ON THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILE.  THEN RIGHT, WEST,
 QT0428'ON A DIRT ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 QT0428'
 QT0428'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QT0428'TOM 1952.
 QT0428'
 QT0428'REFERENCE MARK NO. 1 IS IN A FENCE LINE, AND 25 FEET SOUTH
 QT0428'OF THE CENTER OF THE DIRT ROAD.  IT PROJECTS 6 INCHES, AND THE
 QT0428'DISK IS STAMPED TOM NO 1 1952.
 QT0428'
 QT0428'REFERENCE MARK NO. 2 IS IN THE FENCE LINE, AND 24 FEET SOUTH
 QT0428'OF THE CENTER OF THE DIRT ROAD.  IT PROJECTS 6 INCHES, AND THE
 QT0428'DISK IS STAMPED TOM NO 2 1952.
 QT0428'
 QT0428'THE AZIMUTH MARK IS 84 FEET NORTHWEST OF THE ENTRANCE TO A
 QT0428'FARMHOUSE, 50 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 QT0428'4.5 FEET NORTH OF A 4 IN X 4 IN WITNESS POST, AND 4 FEET SOUTH
 QT0428'OF A POWER LINE POLE.  IT PROJECTS 6 INCHES, AND THE DISK
 QT0428'IS STAMPED TOM 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0627 ***********************************************************************
 QR0627  DESIGNATION -  TONKA ET
 QR0627  PID         -  QR0627
 QR0627  STATE/COUNTY-  SD/EDMUNDS
 QR0627  COUNTRY     -  US
 QR0627  USGS QUAD   -  RICHMOND SW (2017)
 QR0627
 QR0627                         *CURRENT SURVEY CONTROL
 QR0627  ______________________________________________________________________
 QR0627* NAD 83(1996) POSITION- 45 33 09.19775(N) 098 44 19.52587(W)   ADJUSTED
 QR0627* NAVD 88 ORTHO HEIGHT -   448.1   (meters)     1470.    (feet) VERTCON3
 QR0627  ______________________________________________________________________
 QR0627  GEOID HEIGHT    -        -23.943 (meters)                     GEOID18
 QR0627  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 QR0627  HORZ ORDER      -  SECOND
 QR0627
 QR0627.The horizontal coordinates were established by classical geodetic methods
 QR0627.and adjusted by the National Geodetic Survey in January 1998.
 QR0627
 QR0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0627
 QR0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0627.GEOID18 height accuracy estimate available here.
 QR0627
 QR0627.Click photographs - Photos may exist for this station.
 QR0627
 QR0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0627
 QR0627. The following values were computed from the NAD 83(1996) position.
 QR0627
 QR0627;                    North         East     Units Scale Factor Converg.
 QR0627;SPC SD N     -   191,816.147   698,478.335   MT  0.99997738   +0 53 33.5
 QR0627;SPC SD N     -   629,316.81  2,291,591.00   sFT  0.99997738   +0 53 33.5
 QR0627;UTM  14      - 5,044,368.418   520,391.067   MT  0.99960511   +0 11 11.4
 QR0627
 QR0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0627!SPC SD N     -   0.99993350  x   0.99997738  =   0.99991089
 QR0627!UTM  14      -   0.99993350  x   0.99960511  =   0.99953864
 QR0627
 QR0627:                Primary Azimuth Mark                     Grid Az
 QR0627:SPC SD N     -  WETONKA MUNICIPAL TANK                   342 42 26.5
 QR0627:UTM  14      -  WETONKA MUNICIPAL TANK                   343 24 48.6
 QR0627
 QR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2039144368(NAD 83)
 QR0627
 QR0627|---------------------------------------------------------------------|
 QR0627| PID    Reference Object                     Distance      Geod. Az  |
 QR0627|                                                           dddmmss.s |
 QR0627| CO6275 TONKA ET RM 1                                      15445     |
 QR0627| QR0628 WETONKA RM 2                        330.273 METERS 27726     |
 QR0627| QR0634 WETONKA MUNICIPAL TANK              APPROX. 8.3 KM 3433600.0 |
 QR0627|---------------------------------------------------------------------|
 QR0627
 QR0627                          SUPERSEDED SURVEY CONTROL
 QR0627
 QR0627  NAD 83(1986)-  45 33 09.21277(N)    098 44 19.51357(W) AD(       ) 2
 QR0627  NAD 27      -  45 33 09.29404(N)    098 44 18.14840(W) AD(       ) 2
 QR0627  NGVD 29 (07/19/86)  447.8    (m)         1469.     (f) VERT ANG       
 QR0627
 QR0627.Superseded values are not recommended for survey control.
 QR0627
 QR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0627.See file dsdata.pdf to determine how the superseded data were derived.
 QR0627
 QR0627_MARKER: DD = SURVEY DISK
 QR0627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0627+WITH SETTING: INFORMATION.
 QR0627_STAMPING: ET TONKA 1970
 QR0627_MARK LOGO: USGS
 QR0627_PROJECTION: RECESSED 30 CENTIMETERS
 QR0627_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0627
 QR0627  HISTORY     - Date     Condition        Report By
 QR0627  HISTORY     - 1970     MONUMENTED       USGS
 QR0627
 QR0627                          STATION DESCRIPTION
 QR0627
 QR0627'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0627'THE STATION IS ABOUT 5.25 MI SSE. OF WETONKA, IN THE SW. QUARTER
 QR0627'OF SEC. 13, T. 124 N., R. 66 W., ABOUT 0.25 MI N. AND ABOUT 0.2
 QR0627'MI E. OF THE COR. OF SECS. 13, 14, 23 AND 24, ON TOP OF A KNOLL,
 QR0627'THE HIGHEST POINT IN VICINITY AND IN THE MIDDLE OF A CULTIVATED
 QR0627'FIELD.
 QR0627'
 QR0627'TO REACH FROM THE CROSSROADS AT THE SE. COR. OF WETONKA, GO
 QR0627'S. ON OILED COUNTY RD. FOR 2.0 MI TO A CURVE W., TURN E. ON
 QR0627'GRAVEL RD. FOR ABOUT 0.2 MI TO A RD. S., TURN RIGHT AND GO S. FOR
 QR0627'3.0 MI TO A CROSSROAD, TURN LEFT AND GO E. FOR ABOUT 1.4 MI TO
 QR0627'THE TOP OF A RIDGE WITH FARMHOUSES ON BOTH N. AND S. SIDES.  THE
 QR0627'STATION IS ABOUT 0.3 MI NNW. OF THE N. HOUSE ON TOP OF THE
 QR0627'HIGHEST POINT IN VICINITY.
 QR0627'
 QR0627'STATION MARK, STAMPED ET TONKA 1970 IS 1.3 FT S. OF A USGS
 QR0627'WITNESS POST AND IS BURIED ABOUT 12 IN. BELOW THE SURFACE.
 QR0627'
 QR0627'REFERENCE MARK NO. 1, STAMPED TONKA NO 1 1970 IS SSE. OF THE
 QR0627'STATION ON N. SIDE OF A FARM SHELTER BELT, ABOUT 100 YARDS W. OF
 QR0627'THE E. END OF THE BELT.  31 FT N. OF THE N. ROW OF TREES.  1 FT
 QR0627'S. AND 15 FT E. CENTER N.-S. TRAIL AT E.-W. FENCE LINE, 4.3 FT
 QR0627'E. AND 1 FT S. OF THE E. GATE POST, SET FLUSH WITH GROUND.
 QR0627'
 QR0627'REFERENCE MARK NO. 2, WETONKA REFERENCE MARK NO. 2 1934, IS A
 QR0627'STANDARD USC AND GS TABLET SET IN THE TOP OF AN APPROX. 12
 QR0627'IN. DIAMETER CONCRETE POST PROJECTING ABOUT 0.4 FT.  IT IS
 QR0627'WNW. OF THE STATION ABOUT 1.5 FT E. OF N.-S. SECTION FENCE LINE.
 QR0627'
 QR0627'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD TABLETS
 QR0627'CRIMPED ON 1/2 IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER
 QR0627'TILE 12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QR0627'
 QR0627'NO AZIMUTH MARK WAS SET.
 QR0627'
 QR0627'REFERENCE AZIMUTH USED - WETONKA MUNICIPAL WATER TANK.  POINT
 QR0627'OBSERVED WAS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED IN THE
 QR0627'W. PART OF TOWN.  HEIGHT OF TOWER IS ABOUT 130 FT.  THE TANK IS
 QR0627'PAINTED BLACK, T. 125 N., R. 66 W., IN THE SE. QUARTER OF SEC. 22.
 QR0627'
 QR0627'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2243 ***********************************************************************
 PU2243  DESIGNATION -  TOPPER
 PU2243  PID         -  PU2243
 PU2243  STATE/COUNTY-  SD/MEADE
 PU2243  COUNTRY     -  US
 PU2243  USGS QUAD   -  FAIRPOINT (2017)
 PU2243
 PU2243                         *CURRENT SURVEY CONTROL
 PU2243  ______________________________________________________________________
 PU2243* NAD 83(1996) POSITION- 44 42 20.11952(N) 102 47 52.77236(W)   ADJUSTED
 PU2243* NAVD 88 ORTHO HEIGHT -   920.    (meters)     3018.    (feet) SCALED
 PU2243  ______________________________________________________________________
 PU2243  GEOID HEIGHT    -        -17.722 (meters)                     GEOID18
 PU2243  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 PU2243  HORZ ORDER      -  SECOND
 PU2243
 PU2243.The horizontal coordinates were established by classical geodetic methods
 PU2243.and adjusted by the National Geodetic Survey in January 1998.
 PU2243
 PU2243.The orthometric height was scaled from a topographic map.
 PU2243
 PU2243.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2243.GEOID18 height accuracy estimate available here.
 PU2243
 PU2243.Click photographs - Photos may exist for this station.
 PU2243
 PU2243.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2243
 PU2243. The following values were computed from the NAD 83(1996) position.
 PU2243
 PU2243;                    North         East     Units Scale Factor Converg.
 PU2243;SPC SD N     -   100,758.133   378,313.928   MT  0.99995720   -1 58 48.9
 PU2243;SPC SD N     -   330,570.64  1,241,184.95   sFT  0.99995720   -1 58 48.9
 PU2243;UTM  13      - 4,952,604.517   674,438.875   MT  0.99997420   +1 32 57.9
 PU2243
 PU2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2243!SPC SD N     -   0.99985848  x   0.99995720  =   0.99981568
 PU2243!UTM  13      -   0.99985848  x   0.99997420  =   0.99983268
 PU2243
 PU2243:                Primary Azimuth Mark                     Grid Az
 PU2243:SPC SD N     -  WOOD                                     017 03 39.2
 PU2243:UTM  13      -  WOOD                                     013 31 52.4
 PU2243
 PU2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7443852604(NAD 83)
 PU2243
 PU2243|---------------------------------------------------------------------|
 PU2243| PID    Reference Object                     Distance      Geod. Az  |
 PU2243|                                                           dddmmss.s |
 PU2243| PU0849 WOOD                                APPROX. 4.9 KM 0150450.3 |
 PU2243| CQ4244 TOPPER RM 1                          15.317 METERS 23144     |
 PU2243| CQ4245 TOPPER RM 2                          18.922 METERS 28813     |
 PU2243|---------------------------------------------------------------------|
 PU2243
 PU2243                          SUPERSEDED SURVEY CONTROL
 PU2243
 PU2243  NAD 83(1993)-  44 42 20.11202(N)    102 47 52.77221(W) AD(       ) 2
 PU2243  NAD 83(1986)-  44 42 20.11115(N)    102 47 52.77140(W) AD(       ) 2
 PU2243  NAD 27      -  44 42 20.15820(N)    102 47 51.15800(W) AD(       ) 2
 PU2243
 PU2243.Superseded values are not recommended for survey control.
 PU2243
 PU2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2243.See file dsdata.pdf to determine how the superseded data were derived.
 PU2243
 PU2243_MARKER: DS = TRIANGULATION STATION DISK
 PU2243_SETTING: 66 = SET IN ROCK OUTCROP
 PU2243_STAMPING: TOPPER 1962
 PU2243_MARK LOGO: CGS
 PU2243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2243+STABILITY: POSITION/ELEVATION WELL
 PU2243
 PU2243  HISTORY     - Date     Condition        Report By
 PU2243  HISTORY     - 1962     MONUMENTED       CGS
 PU2243
 PU2243                          STATION DESCRIPTION
 PU2243
 PU2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2243'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF UNION
 PU2243'CENTER AND 3.0 MILES SOUTH OF FAIRPOINT.
 PU2243'
 PU2243'TO REACH THE STATION FROM THE POST OFFICE IN FAIRPOINT, GO SOUTH
 PU2243'ON GRAVELED ROAD FOR 3.1 MILES TO A WIRE GATE ON THE RIGHT.
 PU2243'TURN RIGHT, WEST THROUGH GATE FOR 0.05 MILE.  TURN RIGHT,
 PU2243'NORTH TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 PU2243'
 PU2243'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2243'IN OUTCROPPING BEDROCK.  IT IS STAMPED TOPPER 1962.  IT IS
 PU2243'SET AT THE EAST EDGE OF AN EAST-WEST RIDGE.
 PU2243'
 PU2243'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PU2243'IN OUTCROPPING BEDROCK.  IT IS STAMPED TOPPER NO 1 1962.
 PU2243'
 PU2243'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2243'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED TOPPER NO 2 1962.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0999 ***********************************************************************
 PR0999  DESIGNATION -  TORONTO MUNICIPAL TANK
 PR0999  PID         -  PR0999
 PR0999  STATE/COUNTY-  SD/DEUEL
 PR0999  COUNTRY     -  US
 PR0999  USGS QUAD   -  TORONTO (2017)
 PR0999
 PR0999                         *CURRENT SURVEY CONTROL
 PR0999  ______________________________________________________________________
 PR0999* NAD 83(1996) POSITION- 44 34 19.85728(N) 096 38 34.77502(W)   ADJUSTED
 PR0999  ______________________________________________________________________
 PR0999  GEOID HEIGHT    -        -25.200 (meters)                     GEOID18
 PR0999  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 PR0999  HORZ ORDER      -  THIRD
 PR0999
 PR0999.The horizontal coordinates were established by classical geodetic methods
 PR0999.and adjusted by the National Geodetic Survey in January 1998.
 PR0999
 PR0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0999.GEOID18 height accuracy estimate available here.
 PR0999
 PR0999.Click photographs - Photos may exist for this station.
 PR0999
 PR0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0999
 PR0999. The following values were computed from the NAD 83(1996) position.
 PR0999
 PR0999;                    North         East     Units Scale Factor Converg.
 PR0999;SPC SD N     -    87,630.289   866,568.293   MT  0.99997384   +2 22 33.2
 PR0999;SPC SD N     -   287,500.37  2,843,066.14   sFT  0.99997384   +2 22 33.2
 PR0999;UTM  14      - 4,938,129.382   687,146.281   MT  1.00003072   +1 39 16.7
 PR0999
 PR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8714638129(NAD 83)
 PR0999
 PR0999                          SUPERSEDED SURVEY CONTROL
 PR0999
 PR0999  NAD 83(1986)-  44 34 19.85424(N)    096 38 34.75479(W) AD(       ) 3
 PR0999  NAD 27      -  44 34 19.98035(N)    096 38 33.55843(W) AD(       ) 3
 PR0999
 PR0999.Superseded values are not recommended for survey control.
 PR0999
 PR0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0999.See file dsdata.pdf to determine how the superseded data were derived.
 PR0999
 PR0999_MARKER: 53 = ELEVATED TANK
 PR0999
 PR0999  HISTORY     - Date     Condition        Report By
 PR0999  HISTORY     - 1968     FIRST OBSERVED   USGS
 PR0999
 PR0999                          STATION DESCRIPTION
 PR0999
 PR0999'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0999'TORONTO M.W.T. IS FOUR-LEGGED AND APPROX. 90 FT HIGH.  THE
 PR0999'TANK IS PAINTED SILVER, WITH CONICAL TOP AND CYLINDRICAL
 PR0999'BODY.  POINT SIGHTED FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0267 ***********************************************************************
 OR0267  DESIGNATION -  TP 25
 OR0267  PID         -  OR0267
 OR0267  STATE/COUNTY-  SD/CHARLES MIX
 OR0267  COUNTRY     -  US
 OR0267  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0267
 OR0267                         *CURRENT SURVEY CONTROL
 OR0267  ______________________________________________________________________
 OR0267* NAD 83(1986) POSITION- 43 03 30.     (N) 098 32 37.     (W)   SCALED
 OR0267* NAVD 88 ORTHO HEIGHT -   383.435 (meters)     1257.99  (feet) ADJUSTED
 OR0267  ______________________________________________________________________
 OR0267  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 OR0267  DYNAMIC HEIGHT  -        383.307 (meters)     1257.57  (feet) COMP
 OR0267  MODELED GRAVITY -    980,274.4   (mgal)                       NAVD 88
 OR0267
 OR0267  VERT ORDER      -  FIRST     CLASS II
 OR0267
 OR0267.The horizontal coordinates were scaled from a map and have
 OR0267.an estimated accuracy of +/- 6 seconds.
 OR0267
 OR0267.The orthometric height was determined by differential leveling and
 OR0267.adjusted by the NATIONAL GEODETIC SURVEY
 OR0267.in June 1991.
 OR0267
 OR0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0267.GEOID18 height accuracy estimate available here.
 OR0267
 OR0267.Click photographs - Photos may exist for this station.
 OR0267
 OR0267.The dynamic height is computed by dividing the NAVD 88
 OR0267.geopotential number by the normal gravity value computed on the
 OR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0267.degrees latitude (g = 980.6199 gals.).
 OR0267
 OR0267.The modeled gravity was interpolated from observed gravity values.
 OR0267
 OR0267;                    North         East    Units  Estimated Accuracy
 OR0267;SPC SD S     -    82,110.      745,780.      MT  (+/- 180 meters Scaled)
 OR0267
 OR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN371673(NAD 83)
 OR0267
 OR0267                          SUPERSEDED SURVEY CONTROL
 OR0267
 OR0267  NGVD 29 (??/??/92)  383.131  (m)         1256.99   (f) ADJ UNCH    1 2
 OR0267
 OR0267.Superseded values are not recommended for survey control.
 OR0267
 OR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0267.See file dsdata.pdf to determine how the superseded data were derived.
 OR0267
 OR0267_MARKER: Z = SEE DESCRIPTION
 OR0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0267_PROJECTION: FLUSH
 OR0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0267+STABILITY: SURFACE MOTION
 OR0267
 OR0267  HISTORY     - Date     Condition        Report By
 OR0267  HISTORY     - UNK      MONUMENTED       USACE
 OR0267  HISTORY     - 1949     GOOD             CGS
 OR0267  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0267
 OR0267                          STATION DESCRIPTION
 OR0267
 OR0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0267'AT PICKSTOWN.
 OR0267'AT PICKSTOWN, ABOUT 0.5 MILE SOUTHEAST OF THE SOUTHEAST VERTICAL
 OR0267'STONE WALL OF THE OUTLET WORKS, 19.0 FEET SOUTHWEST OF THE CENTER
 OR0267'LINE OF A GRAVEL ROAD LEADING SOUTHEAST ALONG THE RIVER BANK TO
 OR0267'THE EXPLOSIVE SHED, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 OR0267'LEADING SOUTHEAST AND NORTHEAST, ON THE WEST SHOULDER OF THE
 OR0267'ROAD, 66.9 FEET NORTHWEST OF A TELEPHONE POLE ON THE NORTHEAST
 OR0267'SIDE OF THE ROAD.  THE TOP OF AN IRON ROD SET IN THE TOP OF A
 OR0267'CONCRETE POST AND LEVEL WITH THE GROUND.  NOTE-- THIS MARK WILL
 OR0267'PROBABLY BE DESTROYED AT THE COMPLETION OF THE DAM.
 OR0267
 OR0267                          STATION RECOVERY (2013)
 OR0267
 OR0267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0268 ***********************************************************************
 OR0268  DESIGNATION -  TP 259
 OR0268  PID         -  OR0268
 OR0268  STATE/COUNTY-  SD/CHARLES MIX
 OR0268  COUNTRY     -  US
 OR0268  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0268
 OR0268                         *CURRENT SURVEY CONTROL
 OR0268  ______________________________________________________________________
 OR0268* NAD 83(1986) POSITION- 43 03 43.     (N) 098 32 36.     (W)   SCALED
 OR0268* NAVD 88 ORTHO HEIGHT -   370.824 (meters)     1216.61  (feet) ADJUSTED
 OR0268  ______________________________________________________________________
 OR0268  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 OR0268  DYNAMIC HEIGHT  -        370.699 (meters)     1216.20  (feet) COMP
 OR0268  MODELED GRAVITY -    980,275.2   (mgal)                       NAVD 88
 OR0268
 OR0268  VERT ORDER      -  FIRST     CLASS II
 OR0268
 OR0268.The horizontal coordinates were scaled from a map and have
 OR0268.an estimated accuracy of +/- 6 seconds.
 OR0268
 OR0268.The orthometric height was determined by differential leveling and
 OR0268.adjusted by the NATIONAL GEODETIC SURVEY
 OR0268.in June 1991.
 OR0268
 OR0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0268.GEOID18 height accuracy estimate available here.
 OR0268
 OR0268.Click photographs - Photos may exist for this station.
 OR0268
 OR0268.The dynamic height is computed by dividing the NAVD 88
 OR0268.geopotential number by the normal gravity value computed on the
 OR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0268.degrees latitude (g = 980.6199 gals.).
 OR0268
 OR0268.The modeled gravity was interpolated from observed gravity values.
 OR0268
 OR0268;                    North         East    Units  Estimated Accuracy
 OR0268;SPC SD S     -    82,510.      745,790.      MT  (+/- 180 meters Scaled)
 OR0268
 OR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN371677(NAD 83)
 OR0268
 OR0268                          SUPERSEDED SURVEY CONTROL
 OR0268
 OR0268  NGVD 29 (??/??/92)  370.519  (m)         1215.61   (f) ADJ UNCH    1 2
 OR0268
 OR0268.Superseded values are not recommended for survey control.
 OR0268
 OR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0268.See file dsdata.pdf to determine how the superseded data were derived.
 OR0268
 OR0268_MARKER: DD = SURVEY DISK
 OR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0268+STABILITY: SURFACE MOTION
 OR0268
 OR0268  HISTORY     - Date     Condition        Report By
 OR0268  HISTORY     - UNK      MONUMENTED       USACE
 OR0268  HISTORY     - 1949     GOOD             CGS
 OR0268  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0268
 OR0268                          STATION DESCRIPTION
 OR0268
 OR0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0268'AT PICKSTOWN.
 OR0268'AT PICKSTOWN, 408.0 FEET SOUTHEAST OF THE SOUTHEAST FACE OF THE
 OR0268'VERTICAL STONE WALL AT THE OUTLET WORKS, ON RANGE 811, SET IN THE
 OR0268'TOP OF A CONCRETE POST LEVEL WITH THE GROUND AND SURROUNDED BY
 OR0268'A CIRCULAR STEEL FRAME PAINTED BLACK AND WHITE AND PAINTED ON
 OR0268'THE INSIDE OF THE FRAME 258-+-80.95 RG 811.  NOTE-- THIS MARK WILL
 OR0268'BE DESTROYED AT THE COMPLETION OF THE DAM.  THE DEPTH OF THE MARK
 OR0268'IS NOT KNOWN.
 OR0268
 OR0268                          STATION RECOVERY (2013)
 OR0268
 OR0268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1012 ***********************************************************************
 PR1012  DESIGNATION -  TRACK
 PR1012  PID         -  PR1012
 PR1012  STATE/COUNTY-  SD/HAMLIN
 PR1012  COUNTRY     -  US
 PR1012  USGS QUAD   -  KRANZBURG SW (2017)
 PR1012
 PR1012                         *CURRENT SURVEY CONTROL
 PR1012  ______________________________________________________________________
 PR1012* NAD 83(1996) POSITION- 44 46 56.89336(N) 096 58 44.61233(W)   ADJUSTED
 PR1012* NAVD 88 ORTHO HEIGHT -   568.    (meters)     1864.    (feet) SCALED
 PR1012  ______________________________________________________________________
 PR1012  GEOID HEIGHT    -        -25.054 (meters)                     GEOID18
 PR1012  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 PR1012  HORZ ORDER      -  SECOND
 PR1012
 PR1012.The horizontal coordinates were established by classical geodetic methods
 PR1012.and adjusted by the National Geodetic Survey in January 1998.
 PR1012
 PR1012.The orthometric height was scaled from a topographic map.
 PR1012
 PR1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1012.GEOID18 height accuracy estimate available here.
 PR1012
 PR1012.Click photographs - Photos may exist for this station.
 PR1012
 PR1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1012
 PR1012. The following values were computed from the NAD 83(1996) position.
 PR1012
 PR1012;                    North         East     Units Scale Factor Converg.
 PR1012;SPC SD N     -   109,930.218   839,023.769   MT  0.99995005   +2 08 16.9
 PR1012;SPC SD N     -   360,662.72  2,752,697.15   sFT  0.99995005   +2 08 16.9
 PR1012;UTM  14      - 4,960,772.740   659,882.907   MT  0.99991435   +1 25 26.0
 PR1012
 PR1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1012!SPC SD N     -   0.99991483  x   0.99995005  =   0.99986489
 PR1012!UTM  14      -   0.99991483  x   0.99991435  =   0.99982919
 PR1012
 PR1012:                Primary Azimuth Mark                     Grid Az
 PR1012:SPC SD N     -  CASTLEWOOD MUNICIPAL TANK                209 55 15.7
 PR1012:UTM  14      -  CASTLEWOOD MUNICIPAL TANK                210 38 06.6
 PR1012
 PR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5988260772(NAD 83)
 PR1012
 PR1012|---------------------------------------------------------------------|
 PR1012| PID    Reference Object                     Distance      Geod. Az  |
 PR1012|                                                           dddmmss.s |
 PR1012| CO8877 TRACK RM 1                           36.972 METERS 08923     |
 PR1012| PR0842 CASTLEWOOD MUNICIPAL TANK           APPROX. 7.7 KM 2120332.6 |
 PR1012| CO8878 TRACK RM 2                           45.649 METERS 27005     |
 PR1012|---------------------------------------------------------------------|
 PR1012
 PR1012                          SUPERSEDED SURVEY CONTROL
 PR1012
 PR1012  NAD 83(1986)-  44 46 56.88958(N)    096 58 44.59401(W) AD(       ) 2
 PR1012  NAD 27      -  44 46 57.01816(N)    096 58 43.34741(W) AD(       ) 2
 PR1012
 PR1012.Superseded values are not recommended for survey control.
 PR1012
 PR1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1012.See file dsdata.pdf to determine how the superseded data were derived.
 PR1012
 PR1012_MARKER: DD = SURVEY DISK
 PR1012_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR1012+WITH SETTING: INFORMATION.
 PR1012_STAMPING: ET TRACK 1968
 PR1012_MARK LOGO: USGS
 PR1012_PROJECTION: FLUSH
 PR1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1012
 PR1012  HISTORY     - Date     Condition        Report By
 PR1012  HISTORY     - 1968     MONUMENTED       USGS
 PR1012
 PR1012                          STATION DESCRIPTION
 PR1012
 PR1012'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR1012'STATION IS LOCATED ABOUT 4.0 MI N. AND 2.8 MI E. OF TOWN OF
 PR1012'CASTLEWOOD, ABOUT 0.15 MI W. OF CENTER OF SEC. 8, T. 115 N.,
 PR1012'R. 51 W.
 PR1012'
 PR1012'TO REACH FROM THE JCT. OF MAIN ST. IN CASTLEWOOD AND AN
 PR1012'IMPROVED COUNTY RD. AT E. EDGE OF TOWN, GO N. 0.5 MI TO JCT.
 PR1012'WITH STATE HWY. 22, TURN RIGHT (E.) AND GO 2.0 MI TO CROSSROADS,
 PR1012'TURN LEFT (N.) AND GO 3.0 MI TO CROSSROADS, TURN RIGHT (E.) AND
 PR1012'GO 1.0 MI TO CROSSROADS, TURN LEFT (N.) AND GO 0.5 MI TO TRACK
 PR1012'RD. ON LEFT, TURN LEFT (W.) AND GO 0.65 MI TO STATION ON RIGHT
 PR1012'(N.).
 PR1012'
 PR1012'STATION IS 803.1 FT W. OF FENCE COR. (APPROX. CEN. OF SEC. 8),
 PR1012'2.8 FT S. OF E.-W. FENCE, 2.6 FT S. OF USGS WITNESS POST AND
 PR1012'STAMPED ET TRACK 1968.
 PR1012'
 PR1012'REFERENCE MARK NO. 1 IS E. OF THE STATION, 2.3 FT S. OF
 PR1012'E.-W. FENCE AND IS STAMPED TRACK NO. 1 1968.
 PR1012'
 PR1012'REFERENCE MARK NO. 2 IS W. OF THE STATION, 2.9 FT S. OF
 PR1012'E.-W. FENCE, AND IS STAMPED TRACK NO. 2 1968.
 PR1012'
 PR1012'NO AZIMUTH MARK WAS SET.  USC AND GS TRI. STA. HORSWILL
 PR1012'1903-1935 IS GROUND VISIBLE.  DIRECTION WAS TURNED TO THE
 PR1012'CASTLEWOOD M.W.T.
 PR1012'
 PR1012'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS, SET
 PR1012'FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE FILLED
 PR1012'WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0862 ***********************************************************************
 PR0862  DESIGNATION -  TRAIL
 PR0862  PID         -  PR0862
 PR0862  STATE/COUNTY-  SD/KINGSBURY
 PR0862  COUNTRY     -  US
 PR0862  USGS QUAD   -  ARLINGTON (2017)
 PR0862
 PR0862                         *CURRENT SURVEY CONTROL
 PR0862  ______________________________________________________________________
 PR0862* NAD 83(1996) POSITION- 44 17 49.72466(N) 097 11 03.10936(W)   ADJUSTED
 PR0862* NAVD 88 ORTHO HEIGHT -   550.    (meters)     1804.    (feet) SCALED
 PR0862  ______________________________________________________________________
 PR0862  GEOID HEIGHT    -        -25.247 (meters)                     GEOID18
 PR0862  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 PR0862  HORZ ORDER      -  SECOND
 PR0862
 PR0862.The horizontal coordinates were established by classical geodetic methods
 PR0862.and adjusted by the National Geodetic Survey in January 1998.
 PR0862
 PR0862.The orthometric height was scaled from a topographic map.
 PR0862
 PR0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0862.GEOID18 height accuracy estimate available here.
 PR0862
 PR0862.Click photographs - Photos may exist for this station.
 PR0862
 PR0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0862
 PR0862. The following values were computed from the NAD 83(1996) position.
 PR0862
 PR0862;                    North         East     Units Scale Factor Converg.
 PR0862;SPC SD N     -    55,448.084   824,674.953   MT  1.00002504   +1 59 34.3
 PR0862;SPC SD N     -   181,915.92  2,705,621.07   sFT  1.00002504   +1 59 34.3
 PR0862;SPC SD S     -   222,934.479   851,250.261   MT  0.99997706   +2 10 20.8
 PR0862;SPC SD S     -   731,410.87  2,792,810.23   sFT  0.99997706   +2 10 20.8
 PR0862;UTM  14      - 4,906,480.299   644,852.488   MT  0.99985805   +1 16 06.0
 PR0862
 PR0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0862!SPC SD N     -   0.99991768  x   1.00002504  =   0.99994272
 PR0862!SPC SD S     -   0.99991768  x   0.99997706  =   0.99989474
 PR0862!UTM  14      -   0.99991768  x   0.99985805  =   0.99977574
 PR0862
 PR0862:                Primary Azimuth Mark                     Grid Az
 PR0862:SPC SD N     -  ARLINGTON MUNICIPAL TANK                 026 29 44.5
 PR0862:SPC SD S     -  ARLINGTON MUNICIPAL TANK                 026 18 58.0
 PR0862:UTM  14      -  ARLINGTON MUNICIPAL TANK                 027 13 12.8
 PR0862
 PR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4485206480(NAD 83)
 PR0862
 PR0862|---------------------------------------------------------------------|
 PR0862| PID    Reference Object                     Distance      Geod. Az  |
 PR0862|                                                           dddmmss.s |
 PR0862| PR0861 ARLINGTON MUNICIPAL TANK            APPROX. 8.3 KM 0282918.8 |
 PR0862| CO6276 TRAIL RM 1                           32.344 METERS 09254     |
 PR0862| CO6277 TRAIL RM 2                           28.254 METERS 26640     |
 PR0862| CO6684 PRESTON LAKE MUNICIPAL TANK                        2955259.8 |
 PR0862|---------------------------------------------------------------------|
 PR0862
 PR0862                          SUPERSEDED SURVEY CONTROL
 PR0862
 PR0862  NAD 83(1986)-  44 17 49.72194(N)    097 11 03.08387(W) AD(       ) 2
 PR0862  NAD 27      -  44 17 49.82321(N)    097 11 01.85402(W) AD(       ) 2
 PR0862
 PR0862.Superseded values are not recommended for survey control.
 PR0862
 PR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0862.See file dsdata.pdf to determine how the superseded data were derived.
 PR0862
 PR0862_MARKER: DD = SURVEY DISK
 PR0862_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0862+WITH SETTING: INFORMATION.
 PR0862_STAMPING: ET TRAIL 1968
 PR0862_MARK LOGO: USGS
 PR0862_PROJECTION: RECESSED 30 CENTIMETERS
 PR0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0862
 PR0862  HISTORY     - Date     Condition        Report By
 PR0862  HISTORY     - 1968     MONUMENTED       USGS
 PR0862
 PR0862                          STATION DESCRIPTION
 PR0862
 PR0862'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0862'STATION IS LOCATED ABOUT 4.5 MI S. AND 2.2 MI W. OF TOWN OF
 PR0862'ARLINGTON, ALONG S. EDGE OF SW 1/4 OF SEC. 27, T. 110 N., R. 53
 PR0862'W.
 PR0862'
 PR0862'TO REACH FROM THE JCT. OF HWYS. 14 AND 81 AT E. EDGE OF ARLINGTON,
 PR0862'GO W. ON U.S. HWY. 14, 3.2 MI TO CROSSROADS, TURN LEFT (S.) AND
 PR0862'GO 5.0 MI TO CROSSROADS (TRACK RDS. E. AND W.), TURN LEFT (E.)
 PR0862'AND GO 0.3 MI ALONG TRACK RD. TO STATION ON LEFT (N.).
 PR0862'
 PR0862'STATION IS 14.0 FT N. OF E.-W. TRACK RD., 5.6 FT S. OF E.-W. FIELD
 PR0862'LINE, 5.5 FT N. OF USGS WITNESS POST AND IS BURIED 12 IN.
 PR0862'STATION IS STAMPED ET TRAIL 1968.
 PR0862'
 PR0862'REFERENCE MARK NO. 1 IS 8.3 FT N. OF E.-W. TRACK RD., 12.0
 PR0862'FT S. OF E.-W. FIELD LINE, SET FLUSH WITH GROUND AND STAMPED
 PR0862'TRAIL NO. 1 1968.
 PR0862'
 PR0862'REFERENCE MARK NO. 2 IS 9.0 FT N. OF E.-W. TRACK RD., 11.0 FT S.
 PR0862'OF E.-W. FIELD LINE, SET FLUSH WITH GROUND AND STAMPED TRAIL NO.
 PR0862'2 1968.
 PR0862'
 PR0862'NO AZIMUTH MARK WAS SET.  DIRECTIONS WERE OBSERVED TO ARLINGTON
 PR0862'AND PRESTON LAKE MWTS.
 PR0862'
 PR0862'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS
 PR0862'AND CENTERED IN 6 IN. DRAIN TILE FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0499 ***********************************************************************
 QT0499  DESIGNATION -  TRAIL
 QT0499  PID         -  QT0499
 QT0499  STATE/COUNTY-  SD/BUTTE
 QT0499  COUNTRY     -  US
 QT0499  USGS QUAD   -  FISH DRAW (2017)
 QT0499
 QT0499                         *CURRENT SURVEY CONTROL
 QT0499  ______________________________________________________________________
 QT0499* NAD 83(1996) POSITION- 45 08 55.24534(N) 103 03 23.90645(W)   ADJUSTED
 QT0499* NAVD 88 ORTHO HEIGHT -   899.    (meters)     2949.    (feet) SCALED
 QT0499  ______________________________________________________________________
 QT0499  GEOID HEIGHT    -        -17.106 (meters)                     GEOID18
 QT0499  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 QT0499  HORZ ORDER      -  THIRD
 QT0499
 QT0499.The horizontal coordinates were established by classical geodetic methods
 QT0499.and adjusted by the National Geodetic Survey in January 1998.
 QT0499
 QT0499.The orthometric height was scaled from a topographic map.
 QT0499
 QT0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0499.GEOID18 height accuracy estimate available here.
 QT0499
 QT0499.Click photographs - Photos may exist for this station.
 QT0499
 QT0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0499
 QT0499. The following values were computed from the NAD 83(1996) position.
 QT0499
 QT0499;                    North         East     Units Scale Factor Converg.
 QT0499;SPC SD N     -   150,702.075   359,689.066   MT  0.99994056   -2 09 47.9
 QT0499;SPC SD N     -   494,428.39  1,180,079.88   sFT  0.99994056   -2 09 47.9
 QT0499;UTM  13      - 5,001,304.087   652,769.690   MT  0.99988697   +1 22 40.8
 QT0499
 QT0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0499!SPC SD N     -   0.99986168  x   0.99994056  =   0.99980225
 QT0499!UTM  13      -   0.99986168  x   0.99988697  =   0.99974866
 QT0499
 QT0499:                Primary Azimuth Mark                     Grid Az
 QT0499:SPC SD N     -  TRAIL AZ MK                              203 28 10.1
 QT0499:UTM  13      -  TRAIL AZ MK                              199 55 41.4
 QT0499
 QT0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL5276901304(NAD 83)
 QT0499
 QT0499|---------------------------------------------------------------------|
 QT0499| PID    Reference Object                     Distance      Geod. Az  |
 QT0499|                                                           dddmmss.s |
 QT0499| CQ8861 TRAIL RM 1                            5.743 METERS 03255     |
 QT0499| CQ8862 TRAIL RM 2                            6.173 METERS 14429     |
 QT0499| CQ8860 TRAIL AZ MK                                        2011822.2 |
 QT0499|---------------------------------------------------------------------|
 QT0499
 QT0499                          SUPERSEDED SURVEY CONTROL
 QT0499
 QT0499  NAD 83(1993)-  45 08 55.23798(N)    103 03 23.90326(W) AD(       ) 3
 QT0499  NAD 83(1986)-  45 08 55.23475(N)    103 03 23.90324(W) AD(       ) 3
 QT0499  NAD 27      -  45 08 55.26700(N)    103 03 22.28000(W) AD(       ) 3
 QT0499
 QT0499.Superseded values are not recommended for survey control.
 QT0499
 QT0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0499.See file dsdata.pdf to determine how the superseded data were derived.
 QT0499
 QT0499_MARKER: DS = TRIANGULATION STATION DISK
 QT0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0499_STAMPING: TRAIL 1951
 QT0499_MARK LOGO: CGS
 QT0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0499+STABILITY: SURFACE MOTION
 QT0499
 QT0499  HISTORY     - Date     Condition        Report By
 QT0499  HISTORY     - 1951     MONUMENTED       CGS
 QT0499
 QT0499                          STATION DESCRIPTION
 QT0499
 QT0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCM)
 QT0499'THE STATION WAS BUILT IN 1951 BUT NOT OCCUPIED BY AN OBSERVING
 QT0499'PARTY.  IT IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF HOOVER,
 QT0499'ON THE CREST OF A LOW NORTHWEST-SOUTHEAST RIDGE THAT IS COVERED
 QT0499'WITH ROCKS AND BOULDERS, ABOUT 4 MILES SOUTH OF THE BUTTE-HARDING
 QT0499'COUNTY LINE, BETWEEN TRAIL CREEK AND NORTH FORK MOREAU RIVER,
 QT0499'IN THE SOUTHWEST 1/4 OF SECTION 20, T 14 N, R 9 E, AND 12 FEET
 QT0499'SOUTHEAST OF A 4 X 4 IN WITNESS POST.
 QT0499'
 QT0499'TO REACH THE STATION FROM THE VILLAGE OF HOOVER, GO NORTH ON
 QT0499'A GRADED DIRT ROAD FOR 1.0 MILE TO A T-INTERSECTION.  THEN
 QT0499'RIGHT, EAST, FOR 2.25 MILES (MAIN TRAVELED ROAD BEARS TO THE
 QT0499'NORTH).  CONTINUE EAST ON A BLADED ROAD FOR 7.7 MILES.  THEN
 QT0499'LEFT, NORTH, ON A TRACK ROAD FOR 0.85 MILE TO THE RANCH BUILDINGS
 QT0499'OF MR. GIBSON.  TURN RIGHT (EAST) PASSING THROUGH TWO WIRE
 QT0499'GATES JUST SOUTH OF A BARN, THEN BEAR SOUTHEASTERLY FOR 0.15
 QT0499'MILE TO A CREEK.  CROSS CREEK, GO NORTHEASTERLY ON A TRACK
 QT0499'ROAD FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE, GO
 QT0499'NORTHEASTERLY FOR 0.45 MILE TO A FENCE CORNER.  GO NORTH
 QT0499'(ON THE EAST SIDE OF THE FENCE) FOR ABOUT 300 FEET TO THE
 QT0499'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.45 MILE.
 QT0499'THEN RIGHT, EAST, FOR 0.15 MILE TO A WIRE GATE.  THEN
 QT0499'LEFT, NORTH, THROUGH THE GATE FOR 0.1 MILE TO THE STATION.
 QT0499'
 QT0499'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0499'TRAIL 1951.
 QT0499'
 QT0499'REFERENCE MARK NO. 1 IS AT THE EDGE OF THE NORTHERLY SLOPE
 QT0499'OF THE RIDGE.  IT PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 QT0499'TRAIL NO 1 1951.
 QT0499'
 QT0499'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 QT0499'2 INCHES, AND THE DISK IS STAMPED TRAIL NO 2 1951.
 QT0499'
 QT0499'THE AZIMUTH MARK IS 300 FEET NORTH OF A FENCE CORNER, 3 FEET
 QT0499'NORTH OF A 4 X 4 IN WITNESS POST, AND 6 INCHES EAST OF
 QT0499'A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0499'TRAIL 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0770 ***********************************************************************
 QS0770  DESIGNATION -  TRAIL CITY
 QS0770  PID         -  QS0770
 QS0770  STATE/COUNTY-  SD/CORSON
 QS0770  COUNTRY     -  US
 QS0770  USGS QUAD   -  TRAIL CITY (2017)
 QS0770
 QS0770                         *CURRENT SURVEY CONTROL
 QS0770  ______________________________________________________________________
 QS0770* NAD 83(1996) POSITION- 45 28 47.19415(N) 100 44 26.14588(W)   ADJUSTED
 QS0770* NAVD 88 ORTHO HEIGHT -   655.    (meters)     2149.    (feet) SCALED
 QS0770  ______________________________________________________________________
 QS0770  GEOID HEIGHT    -        -21.424 (meters)                     GEOID18
 QS0770  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 QS0770  HORZ ORDER      -  THIRD
 QS0770
 QS0770.The horizontal coordinates were established by classical geodetic methods
 QS0770.and adjusted by the National Geodetic Survey in January 1998.
 QS0770
 QS0770.The orthometric height was scaled from a topographic map.
 QS0770
 QS0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0770.GEOID18 height accuracy estimate available here.
 QS0770
 QS0770.Click photographs - Photos may exist for this station.
 QS0770
 QS0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0770
 QS0770. The following values were computed from the NAD 83(1996) position.
 QS0770
 QS0770;                    North         East     Units Scale Factor Converg.
 QS0770;SPC SD N     -   183,225.322   542,098.440   MT  0.99996707   -0 31 26.9
 QS0770;SPC SD N     -   601,131.74  1,778,534.63   sFT  0.99996707   -0 31 26.9
 QS0770;UTM  14      - 5,037,723.217   363,964.442   MT  0.99982753   -1 14 28.5
 QS0770
 QS0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0770!SPC SD N     -   0.99990062  x   0.99996707  =   0.99986769
 QS0770!UTM  14      -   0.99990062  x   0.99982753  =   0.99972816
 QS0770
 QS0770:                Primary Azimuth Mark                     Grid Az
 QS0770:SPC SD N     -  TRAIL CITY AZ MK                         186 24 10.3
 QS0770:UTM  14      -  TRAIL CITY AZ MK                         187 07 11.9
 QS0770
 QS0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6396437723(NAD 83)
 QS0770
 QS0770|---------------------------------------------------------------------|
 QS0770| PID    Reference Object                     Distance      Geod. Az  |
 QS0770|                                                           dddmmss.s |
 QS0770| QS0771 TRAIL CITY QUEEN ROSARY CHURCH      APPROX. 1.1 KM 1265638.1 |
 QS0770| QS0769 TRAIL CITY BAGLEY E ELEV S GAB      APPROX. 1.4 KM 1285651.2 |
 QS0770| AI2579 TRAIL CITY RM 1                      11.242 METERS 17934     |
 QS0770| AI2581 TRAIL CITY AZ MK                                   1855243.4 |
 QS0770| AI2580 TRAIL CITY RM 2                      22.088 METERS 26957     |
 QS0770|---------------------------------------------------------------------|
 QS0770
 QS0770                          SUPERSEDED SURVEY CONTROL
 QS0770
 QS0770  NAD 83(1986)-  45 28 47.18578(N)    100 44 26.14357(W) AD(       ) 3
 QS0770  NAD 27      -  45 28 47.21200(N)    100 44 24.64900(W) AD(       ) 3
 QS0770
 QS0770.Superseded values are not recommended for survey control.
 QS0770
 QS0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0770.See file dsdata.pdf to determine how the superseded data were derived.
 QS0770
 QS0770_MARKER: DS = TRIANGULATION STATION DISK
 QS0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0770_STAMPING: TRAIL CITY 1952
 QS0770_MARK LOGO: CGS
 QS0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0770+STABILITY: SURFACE MOTION
 QS0770
 QS0770  HISTORY     - Date     Condition        Report By
 QS0770  HISTORY     - 1952     MONUMENTED       CGS
 QS0770  HISTORY     - 1969     GOOD             USAF
 QS0770  HISTORY     - 19990623 MARK NOT FOUND   NGS
 QS0770
 QS0770                          STATION DESCRIPTION
 QS0770
 QS0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0770'THE STATION IS IN SECTION 36, T 18 N, R 27 E, ON THE RIGHT-OF-WAY
 QS0770'OF A NORTH-SOUTH GRADED DIRT ROAD, ABOUT 0.7 MILE WEST AND
 QS0770'1/2 MILE NORTH OF TRAIL CITY, 0.5 MILE NORTH OF THE CORSON-DEWEY
 QS0770'COUNTY LINE, 36 FEET EAST OF THE CENTER OF GRADED ROAD, 16
 QS0770'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 15 FEET NORTH OF A
 QS0770'4 IN X 4 IN WITNESS POST.
 QS0770'
 QS0770'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 QS0770'AND STATE HIGHWAY 8 IN TRAIL CITY, GO WEST ON STATE HIGHWAY
 QS0770'8 FOR 0.7 MILE TO A T-ROAD RIGHT AND THE AZIMUTH MARK ON THE
 QS0770'LEFT AS DESCRIBED BELOW, TURN RIGHT AND GO NORTH FOR 0.5
 QS0770'MILE TO THE STATION ON THE RIGHT.
 QS0770'
 QS0770'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QS0770'TRAIL CITY 1952.
 QS0770'
 QS0770'REFERENCE MARK 1 IS 36 FEET EAST OF THE CENTER OF THE GRADED
 QS0770'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0770'TRAIL CITY NO 1 1952.
 QS0770'
 QS0770'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTER OF THE GRADED
 QS0770'ROAD AND 3 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS
 QS0770'4 INCHES AND THE DISK IS STAMPED TRAIL CITY NO 2 1952.
 QS0770'
 QS0770'THE AZIMUTH MARK IS 71 PACES WEST OF THE CENTER OF THE
 QS0770'T-ROAD, 36 FEET NORTH OF THE CENTER OF THE HIGHWAY, 16 FEET
 QS0770'SOUTH OF A WIRE FENCE, 3 FEET NORTHWEST OF A TELEPHONE POLE
 QS0770'AND 3 FEET WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QS0770'6 INCHES AND THE DISK IS STAMPED TRAIL CITY 1952.
 QS0770'
 QS0770'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QS0770
 QS0770                          STATION RECOVERY (1969)
 QS0770
 QS0770'RECOVERY NOTE BY US AIR FORCE 1969
 QS0770'STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 QS0770'IN GOOD CONDITION.  THE ONLY ALTERATION IN THE ROUTE DESCRIPTION
 QS0770'IS THAT STATE HIGHWAY 8 IS NOW ENTITLED STATE HIGHWAY 20.
 QS0770
 QS0770                          STATION RECOVERY (1999)
 QS0770
 QS0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0770'THE CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK
 QS0770'MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0769 ***********************************************************************
 QS0769  DESIGNATION -  TRAIL CITY BAGLEY E ELEV S GAB
 QS0769  PID         -  QS0769
 QS0769  STATE/COUNTY-  SD/DEWEY
 QS0769  COUNTRY     -  US
 QS0769  USGS QUAD   -  TRAIL CITY (2017)
 QS0769
 QS0769                         *CURRENT SURVEY CONTROL
 QS0769  ______________________________________________________________________
 QS0769* NAD 83(1996) POSITION- 45 28 18.01600(N) 100 43 34.84357(W)   ADJUSTED
 QS0769  ______________________________________________________________________
 QS0769  GEOID HEIGHT    -        -21.446 (meters)                     GEOID18
 QS0769  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 QS0769  HORZ ORDER      -  THIRD
 QS0769
 QS0769.The horizontal coordinates were established by classical geodetic methods
 QS0769.and adjusted by the National Geodetic Survey in January 1998.
 QS0769
 QS0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0769.GEOID18 height accuracy estimate available here.
 QS0769
 QS0769.Click photographs - Photos may exist for this station.
 QS0769
 QS0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0769
 QS0769. The following values were computed from the NAD 83(1996) position.
 QS0769
 QS0769;                    North         East     Units Scale Factor Converg.
 QS0769;SPC SD N     -   182,314.491   543,204.478   MT  0.99996602   -0 30 50.6
 QS0769;SPC SD N     -   598,143.46  1,782,163.36   sFT  0.99996602   -0 30 50.6
 QS0769;UTM  14      - 5,036,798.748   365,058.841   MT  0.99982388   -1 13 51.3
 QS0769
 QS0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6505836798(NAD 83)
 QS0769
 QS0769                          SUPERSEDED SURVEY CONTROL
 QS0769
 QS0769  NAD 83(1986)-  45 28 18.00738(N)    100 43 34.84093(W) AD(       ) 3
 QS0769  NAD 27      -  45 28 18.03600(N)    100 43 33.35400(W) AD(       ) 3
 QS0769
 QS0769.Superseded values are not recommended for survey control.
 QS0769
 QS0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0769.See file dsdata.pdf to determine how the superseded data were derived.
 QS0769
 QS0769_MARKER: 81 = GABLE
 QS0769
 QS0769  HISTORY     - Date     Condition        Report By
 QS0769  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0769
 QS0769                          STATION DESCRIPTION
 QS0769
 QS0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0769'THE STATION IS IN THE SOUTHEAST PART OF TOWN.  IT IS A WOODEN,
 QS0769'RED PAINTED BUILDING ABOUT 75 FEET HIGH.  THE POINT INTERSECTED
 QS0769'WAS THE SOUTH GABLE.  IT IS THE EAST ONE OF TWO ELEVATORS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0771 ***********************************************************************
 QS0771  DESIGNATION -  TRAIL CITY QUEEN ROSARY CHURCH
 QS0771  PID         -  QS0771
 QS0771  STATE/COUNTY-  SD/CORSON
 QS0771  COUNTRY     -  US
 QS0771  USGS QUAD   -  TRAIL CITY (2017)
 QS0771
 QS0771                         *CURRENT SURVEY CONTROL
 QS0771  ______________________________________________________________________
 QS0771* NAD 83(1996) POSITION- 45 28 25.54466(N) 100 43 45.23146(W)   ADJUSTED
 QS0771  ______________________________________________________________________
 QS0771  GEOID HEIGHT    -        -21.441 (meters)                     GEOID18
 QS0771  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 QS0771  HORZ ORDER      -  THIRD
 QS0771
 QS0771.The horizontal coordinates were established by classical geodetic methods
 QS0771.and adjusted by the National Geodetic Survey in January 1998.
 QS0771
 QS0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0771.GEOID18 height accuracy estimate available here.
 QS0771
 QS0771.Click photographs - Photos may exist for this station.
 QS0771
 QS0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0771
 QS0771. The following values were computed from the NAD 83(1996) position.
 QS0771
 QS0771;                    North         East     Units Scale Factor Converg.
 QS0771;SPC SD N     -   182,548.931   542,980.948   MT  0.99996629   -0 30 58.0
 QS0771;SPC SD N     -   598,912.62  1,781,429.99   sFT  0.99996629   -0 30 58.0
 QS0771;UTM  14      - 5,037,035.932   364,838.293   MT  0.99982461   -1 13 58.8
 QS0771
 QS0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6483837035(NAD 83)
 QS0771
 QS0771                          SUPERSEDED SURVEY CONTROL
 QS0771
 QS0771  NAD 83(1986)-  45 28 25.53607(N)    100 43 45.22885(W) AD(       ) 3
 QS0771  NAD 27      -  45 28 25.56400(N)    100 43 43.74000(W) AD(       ) 3
 QS0771
 QS0771.Superseded values are not recommended for survey control.
 QS0771
 QS0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0771.See file dsdata.pdf to determine how the superseded data were derived.
 QS0771
 QS0771_MARKER: 90 = CHURCH SPIRE
 QS0771
 QS0771  HISTORY     - Date     Condition        Report By
 QS0771  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0771
 QS0771                          STATION DESCRIPTION
 QS0771
 QS0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0771'THE STATION IS IN THE NORTHWEST EDGE OF TOWN.  IT IS A GRAY
 QS0771'ASPHALT SHINGLED BUILDING ABOUT 50 FEET HIGH.  THE POINT
 QS0771'INTERSECTED WAS THE APEX OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0997 ***********************************************************************
 PT0997  DESIGNATION -  TRAVESSY
 PT0997  PID         -  PT0997
 PT0997  STATE/COUNTY-  SD/DEWEY
 PT0997  COUNTRY     -  US
 PT0997  USGS QUAD   -  ARTICHOKE BUTTE NW (2017)
 PT0997
 PT0997                         *CURRENT SURVEY CONTROL
 PT0997  ______________________________________________________________________
 PT0997* NAD 83(1996) POSITION- 44 59 28.75395(N) 100 27 43.64026(W)   ADJUSTED
 PT0997* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 PT0997  ______________________________________________________________________
 PT0997  GEOID HEIGHT    -        -22.434 (meters)                     GEOID18
 PT0997  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 PT0997  HORZ ORDER      -  SECOND
 PT0997
 PT0997.The horizontal coordinates were established by classical geodetic methods
 PT0997.and adjusted by the National Geodetic Survey in January 1998.
 PT0997
 PT0997.The orthometric height was scaled from a topographic map.
 PT0997
 PT0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0997.GEOID18 height accuracy estimate available here.
 PT0997
 PT0997.Click photographs - Photos may exist for this station.
 PT0997
 PT0997.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0997
 PT0997. The following values were computed from the NAD 83(1996) position.
 PT0997
 PT0997;                    North         East     Units Scale Factor Converg.
 PT0997;SPC SD N     -   128,782.153   563,560.016   MT  0.99993966   -0 19 37.4
 PT0997;SPC SD N     -   422,512.78  1,848,946.49   sFT  0.99993966   -0 19 37.4
 PT0997;UTM  14      - 4,983,026.042   384,744.978   MT  0.99976334   -1 02 01.8
 PT0997
 PT0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0997!SPC SD N     -   0.99991504  x   0.99993966  =   0.99985470
 PT0997!UTM  14      -   0.99991504  x   0.99976334  =   0.99967840
 PT0997
 PT0997:                Primary Azimuth Mark                     Grid Az
 PT0997:SPC SD N     -  PASCAL                                   172 43 54.8
 PT0997:UTM  14      -  PASCAL                                   173 26 19.2
 PT0997
 PT0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8474483026(NAD 83)
 PT0997
 PT0997|---------------------------------------------------------------------|
 PT0997| PID    Reference Object                     Distance      Geod. Az  |
 PT0997|                                                           dddmmss.s |
 PT0997| PT0998 PASCAL                              APPROX. 8.7 KM 1722417.4 |
 PT0997|---------------------------------------------------------------------|
 PT0997
 PT0997                          SUPERSEDED SURVEY CONTROL
 PT0997
 PT0997  NAD 83(1986)-  44 59 28.74751(N)    100 27 43.64239(W) AD(       ) 2
 PT0997  NAD 27      -  44 59 28.80600(N)    100 27 42.16000(W) AD(       ) 2
 PT0997  MORC        -  44 59 26.12000(N)    100 27 41.83000(W) AD(       ) 3
 PT0997
 PT0997.Superseded values are not recommended for survey control.
 PT0997
 PT0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0997.See file dsdata.pdf to determine how the superseded data were derived.
 PT0997
 PT0997_MARKER: Z = SEE DESCRIPTION
 PT0997_SETTING: 0 = UNSPECIFIED SETTING
 PT0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0997
 PT0997  HISTORY     - Date     Condition        Report By
 PT0997  HISTORY     - 1889     MONUMENTED       MORC
 PT0997
 PT0997                          STATION DESCRIPTION
 PT0997
 PT0997'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 PT0997'TRAVESSY IS ON RIGHT BANK, ON A SMALL MOUND STANDING ALONE,
 PT0997'2-1/2 MILES BACK FROM RIVER, AT A POINT 3 MILES ABOVE PASCAL
 PT0997'ISLAND, AND IS THE HIGHEST LAND IN VICINITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0469 ***********************************************************************
 QT0469  DESIGNATION -  TREAT
 QT0469  PID         -  QT0469
 QT0469  STATE/COUNTY-  SD/HARDING
 QT0469  COUNTRY     -  US
 QT0469  USGS QUAD   -  RALPH SW (2017)
 QT0469
 QT0469                         *CURRENT SURVEY CONTROL
 QT0469  ______________________________________________________________________
 QT0469* NAD 83(1996) POSITION- 45 50 04.14216(N) 103 13 22.78089(W)   ADJUSTED
 QT0469* NAVD 88 ORTHO HEIGHT -   876.42  (+/-2cm)     2875.4   (feet) VERTCON3
 QT0469  ______________________________________________________________________
 QT0469  GEOID HEIGHT    -        -16.250 (meters)                     GEOID18
 QT0469  LAPLACE CORR    -         -6.61  (seconds)                    DEFLEC18
 QT0469  HORZ ORDER      -  THIRD
 QT0469  VERT ORDER      -  THIRD ? (See Below)
 QT0469
 QT0469.The horizontal coordinates were established by classical geodetic methods
 QT0469.and adjusted by the National Geodetic Survey in January 1998.
 QT0469
 QT0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0469
 QT0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0469.GEOID18 height accuracy estimate available here.
 QT0469
 QT0469.The vertical order pertains to the NGVD 29 superseded value.
 QT0469
 QT0469.Click photographs - Photos may exist for this station.
 QT0469
 QT0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0469
 QT0469. The following values were computed from the NAD 83(1996) position.
 QT0469
 QT0469;                    North         East     Units Scale Factor Converg.
 QT0469;SPC SD N     -   227,368.264   349,650.775   MT  1.00003269   -2 16 51.7
 QT0469;SPC SD N     -   745,957.38  1,147,145.92   sFT  1.00003269   -2 16 51.7
 QT0469;UTM  13      - 5,077,193.199   638,006.722   MT  0.99983415   +1 16 29.6
 QT0469
 QT0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0469!SPC SD N     -   0.99986517  x   1.00003269  =   0.99989785
 QT0469!UTM  13      -   0.99986517  x   0.99983415  =   0.99969934
 QT0469
 QT0469:                Primary Azimuth Mark                     Grid Az
 QT0469:SPC SD N     -  TREAT AZ MK                              271 48 01.7
 QT0469:UTM  13      -  TREAT AZ MK                              268 14 40.4
 QT0469
 QT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3800677193(NAD 83)
 QT0469
 QT0469|---------------------------------------------------------------------|
 QT0469| PID    Reference Object                     Distance      Geod. Az  |
 QT0469|                                                           dddmmss.s |
 QT0469| QT0560 TREAT RM 1                           13.720 METERS 09109     |
 QT0469| CQ8863 TREAT RM 2                            9.188 METERS 18154     |
 QT0469| QT0559 TREAT AZ MK                                        2693110.0 |
 QT0469|---------------------------------------------------------------------|
 QT0469
 QT0469                          SUPERSEDED SURVEY CONTROL
 QT0469
 QT0469  NAD 83(1993)-  45 50 04.13076(N)    103 13 22.77767(W) AD(       ) 3
 QT0469  NAD 83(1986)-  45 50 04.12837(N)    103 13 22.77676(W) AD(       ) 3
 QT0469  NAD 27      -  45 50 04.12600(N)    103 13 21.14400(W) AD(       ) 3
 QT0469  NGVD 29             875.92   (m)         2873.7    (f) LEVELING    3  
 QT0469
 QT0469.Superseded values are not recommended for survey control.
 QT0469
 QT0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0469.See file dsdata.pdf to determine how the superseded data were derived.
 QT0469
 QT0469_MARKER: DS = TRIANGULATION STATION DISK
 QT0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0469_STAMPING: TREAT 1952
 QT0469_MARK LOGO: CGS
 QT0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0469+STABILITY: SURFACE MOTION
 QT0469
 QT0469  HISTORY     - Date     Condition        Report By
 QT0469  HISTORY     - 1952     MONUMENTED       CGS
 QT0469
 QT0469                          STATION DESCRIPTION
 QT0469
 QT0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0469'THE STATION IS IN SECTION 35, T 22 N, R 7 E, ON THE RIGHT-OF-WAY
 QT0469'OF A GRADED DIRT ROAD, ABOUT 7-1/2 MILES WEST AND 4 MILES
 QT0469'NORTH OF RALPH, 7-1/2 MILES EAST OF LUDLOW, 26 FEET SOUTH OF THE
 QT0469'CENTER OF THE GRADED ROAD, 4 FEET NORTH-NORTHWEST OF A 4 X 4 INCH
 QT0469'WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.
 QT0469'
 QT0469'TO REACH THE STATION FROM THE CROSS ROAD ABOUT 0.1 MILE SOUTH OF
 QT0469'THE POST OFFICE IN LUDLOW, GO EAST ON THE MAIN GRADED DIRT ROAD
 QT0469'FOR 3.2 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT
 QT0469'AHEAD FOR 4.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 QT0469'CONTINUE EAST FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 QT0469'
 QT0469'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED TREAT
 QT0469'1952.
 QT0469'
 QT0469'REFERENCE MARK 1 IS 27 FEET SOUTH OF THE CENTER OF THE GRADED
 QT0469'ROAD AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 1
 QT0469'INCH AND THE DISK IS STAMPED TREAT NO 1 1952.
 QT0469'
 QT0469'REFERENCE MARK 2 IS 28 FEET SOUTH OF THE WIRE FENCE.  THE MARK
 QT0469'PROJECTS 2 INCHES AND THE DISK IS STAMPED TREAT NO 2 1952.
 QT0469'
 QT0469'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF THE GRADED
 QT0469'ROAD, 4 FEET EAST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT NORTH
 QT0469'OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QT0469'STAMPED TREAT 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0766 ***********************************************************************
 OQ0766  DESIGNATION -  TRENT
 OQ0766  PID         -  OQ0766
 OQ0766  STATE/COUNTY-  SD/MOODY
 OQ0766  COUNTRY     -  US
 OQ0766  USGS QUAD   -  TRENT (2017)
 OQ0766
 OQ0766                         *CURRENT SURVEY CONTROL
 OQ0766  ______________________________________________________________________
 OQ0766* NAD 83(1996) POSITION- 43 53 24.46337(N) 096 39 53.16297(W)   ADJUSTED
 OQ0766* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 OQ0766  ______________________________________________________________________
 OQ0766  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 OQ0766  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 OQ0766  HORZ ORDER      -  THIRD
 OQ0766
 OQ0766.The horizontal coordinates were established by classical geodetic methods
 OQ0766.and adjusted by the National Geodetic Survey in January 1998.
 OQ0766
 OQ0766.The orthometric height was scaled from a topographic map.
 OQ0766
 OQ0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0766.GEOID18 height accuracy estimate available here.
 OQ0766
 OQ0766.Click photographs - Photos may exist for this station.
 OQ0766
 OQ0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0766
 OQ0766. The following values were computed from the NAD 83(1996) position.
 OQ0766
 OQ0766;                    North         East     Units Scale Factor Converg.
 OQ0766;SPC SD S     -   179,456.674   894,664.163   MT  0.99991809   +2 31 50.8
 OQ0766;SPC SD S     -   588,767.44  2,935,244.01   sFT  0.99991809   +2 31 50.8
 OQ0766;UTM  14      - 4,862,320.598   687,572.438   MT  1.00003275   +1 37 10.0
 OQ0766
 OQ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0766!SPC SD S     -   0.99993239  x   0.99991809  =   0.99985049
 OQ0766!UTM  14      -   0.99993239  x   1.00003275  =   0.99996514
 OQ0766
 OQ0766:                Primary Azimuth Mark                     Grid Az
 OQ0766:SPC SD S     -  TRENT AZ MK                              348 27 21.2
 OQ0766:UTM  14      -  TRENT AZ MK                              349 22 02.0
 OQ0766
 OQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8757262320(NAD 83)
 OQ0766
 OQ0766|---------------------------------------------------------------------|
 OQ0766| PID    Reference Object                     Distance      Geod. Az  |
 OQ0766|                                                           dddmmss.s |
 OQ0766| CO4708 TRENT RM 1                           12.920 METERS 14451     |
 OQ0766| CO4709 TRENT RM 2                           12.635 METERS 28425     |
 OQ0766| CO4707 TRENT AZ MK                                        3505912.0 |
 OQ0766|---------------------------------------------------------------------|
 OQ0766
 OQ0766                          SUPERSEDED SURVEY CONTROL
 OQ0766
 OQ0766  NAD 83(1986)-  43 53 24.46632(N)    096 39 53.14211(W) AD(       ) 3
 OQ0766  NAD 27      -  43 53 24.56400(N)    096 39 51.96900(W) AD(       ) 3
 OQ0766
 OQ0766.Superseded values are not recommended for survey control.
 OQ0766
 OQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0766.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0766
 OQ0766_MARKER: DS = TRIANGULATION STATION DISK
 OQ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0766_STAMPING: TRENT 1949
 OQ0766_MARK LOGO: CGS
 OQ0766_PROJECTION: FLUSH
 OQ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0766+STABILITY: SURFACE MOTION
 OQ0766
 OQ0766  HISTORY     - Date     Condition        Report By
 OQ0766  HISTORY     - 1949     MONUMENTED       CGS
 OQ0766
 OQ0766                          STATION DESCRIPTION
 OQ0766
 OQ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0766'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH SOUTHEAST OF TRENT
 OQ0766'ON A HIGH RIDGE IN A PASTURE.  STATION IS 16 FEET NORTH OF FENCE
 OQ0766'AND 15.5 FEET NORTH OF WITNESS POST.  THE MARK IS FLUSH WITH
 OQ0766'THE GROUND AND THE DISK IS STAMPED TRENT 1949.
 OQ0766'
 OQ0766'REFERENCE MARK NO. 1 IS 0.5 FOOT NORTH OF FENCE.  THE MARK
 OQ0766'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED TRENT NO 1
 OQ0766'1949.
 OQ0766'
 OQ0766'REFERENCE MARK NO. 2 IS 0.5 FOOT NORTH OF FENCE.  THE MARK IS
 OQ0766'FLUSH WITH THE GROUND AND THE DISK IS STAMPED TRENT NO 2 1949
 OQ0766'
 OQ0766'AZIMUTH MARK IS 53 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 OQ0766'GRAVEL ROAD, 41 FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL
 OQ0766'ROAD, 41 FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL
 OQ0766'ROAD, 19 FEET SOUTH OF A TELEPHONE POLE AND 9 FEET SOUTH OF
 OQ0766'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 OQ0766'STAMPED TRENT 1949.
 OQ0766'
 OQ0766'TO REACH FROM THE RAILROAD CROSSING AND DEPOT IN TRENT GO WEST
 OQ0766'ON GRAVEL ROAD FOR 0.7 MILE TO CROSSROADS AND AZIMUTH MARK IN
 OQ0766'SOUTHWEST ANGLE OF ROADS AS DESCRIBED.  TURN LEFT AND GO
 OQ0766'SOUTH ON GRAVEL ROAD FOR 1.05 MILE TO TOP OF RIDGE AND WIRE
 OQ0766'GATE ON LEFT.  PASS THROUGH GATE AND GO EASTERLY ON TRACK
 OQ0766'ROAD ALONG FENCELINE FOR 0.2 MILE TO STATION ON LEFT AS
 OQ0766'DESCRIBED.
 OQ0766'
 OQ0766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0884 ***********************************************************************
 OR0884  DESIGNATION -  TRINITY LUTH CH STEEPLE
 OR0884  PID         -  OR0884
 OR0884  STATE/COUNTY-  SD/CHARLES MIX
 OR0884  COUNTRY     -  US
 OR0884  USGS QUAD   -  LUCAS SE (2017)
 OR0884
 OR0884                         *CURRENT SURVEY CONTROL
 OR0884  ______________________________________________________________________
 OR0884* NAD 83(1996) POSITION- 43 22 16.86663(N) 099 02 34.40560(W)   ADJUSTED
 OR0884  ______________________________________________________________________
 OR0884  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 OR0884  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 OR0884  HORZ ORDER      -  THIRD
 OR0884
 OR0884.The horizontal coordinates were established by classical geodetic methods
 OR0884.and adjusted by the National Geodetic Survey in January 1998.
 OR0884
 OR0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0884.GEOID18 height accuracy estimate available here.
 OR0884
 OR0884.Click photographs - Photos may exist for this station.
 OR0884
 OR0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0884
 OR0884. The following values were computed from the NAD 83(1996) position.
 OR0884
 OR0884;                    North         East     Units Scale Factor Converg.
 OR0884;SPC SD S     -   116,126.789   704,575.082   MT  0.99991612   +0 53 24.8
 OR0884;SPC SD S     -   380,992.64  2,311,593.41   sFT  0.99991612   +0 53 24.8
 OR0884;UTM  14      - 4,802,055.023   496,525.197   MT  0.99960015   -0 01 46.0
 OR0884
 OR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9652502055(NAD 83)
 OR0884
 OR0884                          SUPERSEDED SURVEY CONTROL
 OR0884
 OR0884  NAD 83(1995)-  43 22 16.86700(N)    099 02 34.40757(W) AD(       ) 3
 OR0884  NAD 83(1986)-  43 22 16.87022(N)    099 02 34.41606(W) AD(       ) 3
 OR0884  NAD 27      -  43 22 16.88000(N)    099 02 33.09000(W) AD(       ) 3
 OR0884
 OR0884.Superseded values are not recommended for survey control.
 OR0884
 OR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0884.See file dsdata.pdf to determine how the superseded data were derived.
 OR0884
 OR0884_MARKER: 90 = CHURCH SPIRE
 OR0884
 OR0884  HISTORY     - Date     Condition        Report By
 OR0884  HISTORY     - 1948     FIRST OBSERVED   CGS
 OR0884
 OR0884                          STATION DESCRIPTION
 OR0884
 OR0884'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0916 ***********************************************************************
 OQ0916  DESIGNATION -  TRIPP WATER TOWER
 OQ0916  PID         -  OQ0916
 OQ0916  STATE/COUNTY-  SD/HUTCHINSON
 OQ0916  COUNTRY     -  US
 OQ0916  USGS QUAD   -  TRIPP (2017)
 OQ0916
 OQ0916                         *CURRENT SURVEY CONTROL
 OQ0916  ______________________________________________________________________
 OQ0916* NAD 83(1996) POSITION- 43 13 25.62988(N) 097 58 22.30163(W)   ADJUSTED
 OQ0916  ______________________________________________________________________
 OQ0916  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 OQ0916  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 OQ0916  HORZ ORDER      -  THIRD
 OQ0916
 OQ0916.The horizontal coordinates were established by classical geodetic methods
 OQ0916.and adjusted by the National Geodetic Survey in January 1998.
 OQ0916
 OQ0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0916.GEOID18 height accuracy estimate available here.
 OQ0916
 OQ0916.Click photographs - Photos may exist for this station.
 OQ0916
 OQ0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0916
 OQ0916. The following values were computed from the NAD 83(1996) position.
 OQ0916
 OQ0916;                    North         East     Units Scale Factor Converg.
 OQ0916;SPC SD S     -   101,646.101   791,736.006   MT  0.99993045   +1 37 42.2
 OQ0916;SPC SD S     -   333,483.92  2,597,553.88   sFT  0.99993045   +1 37 42.2
 OQ0916;UTM  14      - 4,786,178.437   583,416.171   MT  0.99968559   +0 42 12.5
 OQ0916
 OQ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8341686178(NAD 83)
 OQ0916
 OQ0916                          SUPERSEDED SURVEY CONTROL
 OQ0916
 OQ0916  NAD 83(1995)-  43 13 25.63548(N)    097 58 22.30105(W) AD(       ) 3
 OQ0916  NAD 83(1986)-  43 13 25.64398(N)    097 58 22.29468(W) AD(       ) 3
 OQ0916  NAD 27      -  43 13 25.67700(N)    097 58 21.03900(W) AD(       ) 3
 OQ0916  USSD        -  43 13 25.84400(N)    097 58 21.38400(W) AD(       ) 3
 OQ0916
 OQ0916.Superseded values are not recommended for survey control.
 OQ0916
 OQ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0916.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0916
 OQ0916_MARKER: 54 = WATER TOWER
 OQ0916
 OQ0916  HISTORY     - Date     Condition        Report By
 OQ0916  HISTORY     - 1901     FIRST OBSERVED   CGS
 OQ0916  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0916
 OQ0916                          STATION DESCRIPTION
 OQ0916
 OQ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0916'ACCORDING TO STATEMENTS OF COUNCIL MEMBERS A NEW TANK WAS
 OQ0916'BUILT IN 1928.  HOWEVER, IT WAS THE SAME DIMENSIONS AS THE
 OQ0916'OLD ONE AND WAS PLACED ON THE SAME FOUNDATION AND TOWER.  HENCE,
 OQ0916'IT IS A REPLICA OF THE OLD STRUCTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0570 ***********************************************************************
 QQ0570  DESIGNATION -  TROY
 QQ0570  PID         -  QQ0570
 QQ0570  STATE/COUNTY-  SD/GRANT
 QQ0570  COUNTRY     -  US
 QQ0570  USGS QUAD   -  STOCKHOLM (2017)
 QQ0570
 QQ0570                         *CURRENT SURVEY CONTROL
 QQ0570  ______________________________________________________________________
 QQ0570* NAD 83(1996) POSITION- 45 03 42.52902(N) 096 50 26.43462(W)   ADJUSTED
 QQ0570* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 QQ0570  ______________________________________________________________________
 QQ0570  GEOID HEIGHT    -        -25.431 (meters)                     GEOID18
 QQ0570  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 QQ0570  HORZ ORDER      -  FIRST
 QQ0570
 QQ0570.The horizontal coordinates were established by classical geodetic methods
 QQ0570.and adjusted by the National Geodetic Survey in January 1998.
 QQ0570
 QQ0570.The orthometric height was scaled from a topographic map.
 QQ0570
 QQ0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0570.GEOID18 height accuracy estimate available here.
 QQ0570
 QQ0570.Click photographs - Photos may exist for this station.
 QQ0570
 QQ0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0570
 QQ0570. The following values were computed from the NAD 83(1996) position.
 QQ0570
 QQ0570;                    North         East     Units Scale Factor Converg.
 QQ0570;SPC SD N     -   141,366.217   848,756.389   MT  0.99993913   +2 14 09.5
 QQ0570;SPC SD N     -   463,799.00  2,784,628.25   sFT  0.99993913   +2 14 09.5
 QQ0570;UTM  14      - 4,992,085.351   670,004.620   MT  0.99995539   +1 31 44.0
 QQ0570
 QQ0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0570!SPC SD N     -   0.99991427  x   0.99993913  =   0.99985341
 QQ0570!UTM  14      -   0.99991427  x   0.99995539  =   0.99986966
 QQ0570
 QQ0570:                Primary Azimuth Mark                     Grid Az
 QQ0570:SPC SD N     -  TROY AZ MK                               079 50 17.2
 QQ0570:UTM  14      -  TROY AZ MK                               080 32 42.7
 QQ0570
 QQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7000492085(NAD 83)
 QQ0570
 QQ0570|---------------------------------------------------------------------|
 QQ0570| PID    Reference Object                     Distance      Geod. Az  |
 QQ0570|                                                           dddmmss.s |
 QQ0570| QQ0563 MILBANK MUNICIPAL TANK              APPROX.23.7 KM 0424818.3 |
 QQ0570| CO8881 TROY AZ MK                                         0820426.7 |
 QQ0570| QQ0569 STRANDBURG SWEDISH BAP CH SPIR      APPROX. 6.6 KM 1054056.3 |
 QQ0570| QQ0567 STRANDBURG PUB SCHOOL FLAGPOLE      APPROX. 6.6 KM 1091943.5 |
 QQ0570| QQ0568 STRANDBURG GRACE LUTH CH CROSS      APPROX. 6.7 KM 1101617.3 |
 QQ0570| CO8882 TROY RM 1                            48.670 METERS 12712     |
 QQ0570| PR1015 KRANZBURG CATH CH SPIRE             APPROX.19.7 KM 1975926.7 |
 QQ0570| CO8883 TROY RM 2                            36.485 METERS 35701     |
 QQ0570| QQ0572 WILMOT MUNICIPAL TANK               APPROX.38.6 KM 3575130.5 |
 QQ0570|---------------------------------------------------------------------|
 QQ0570
 QQ0570                          SUPERSEDED SURVEY CONTROL
 QQ0570
 QQ0570  NAD 83(1986)-  45 03 42.52548(N)    096 50 26.42061(W) AD(       ) 1
 QQ0570  NAD 27      -  45 03 42.64800(N)    096 50 25.18000(W) AD(       ) 1
 QQ0570
 QQ0570.Superseded values are not recommended for survey control.
 QQ0570
 QQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0570.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0570
 QQ0570_MARKER: DS = TRIANGULATION STATION DISK
 QQ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0570_STAMPING: TROY 1935
 QQ0570_MARK LOGO: CGS
 QQ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0570+STABILITY: SURFACE MOTION
 QQ0570
 QQ0570  HISTORY     - Date     Condition        Report By
 QQ0570  HISTORY     - 1935     MONUMENTED       CGS
 QQ0570  HISTORY     - 1973     GOOD             NGS
 QQ0570
 QQ0570                          STATION DESCRIPTION
 QQ0570
 QQ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0570'STATION IS IN NW 1/4 SEC. 4, T 118 N, R 50 W, ON GRASSY AND
 QQ0570'ROCK-TOPPED HILL IN PASTURE LAND ABOUT 1/4 MILE W OF N.G.
 QQ0570'HEDMANS HOUSE, 2 MILES N AND 1-1/4 MILES E OF TROY.  THERE
 QQ0570'ARE HIGHER HILLS TO SW.  MARK IS SET IN ABOUT CENTER OF HILL,
 QQ0570'PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 QQ0570'
 QQ0570'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 QQ0570'CONCRETE CYLINDERS.  UNDERGROUND
 QQ0570'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN CONCRETE.
 QQ0570'
 QQ0570'TO REACH FROM POST OFFICE IN TROY, GO NE AND N ON MAIN ROAD
 QQ0570'0.9 MILE AND TURN R, E, ON MAIN GRAVELED ROAD.  GO E 2 MILES,
 QQ0570'THENCE L, N, ON DIRT SECTION LINE ROAD 1 MILE, THENCE L, W,
 QQ0570'AT CROSSROADS.  GO W 0.6 MILE AND TURN L, S, INTO YARD OF N.G.
 QQ0570'HEDMAN 0.1 MILE S.  FROM YARD GO S 0.1 MILE BETWEEN BARNS
 QQ0570'AND THEN R, W, THRU WIRE GATE.  GO OVER HILLS W IN PASTURE
 QQ0570'1/4 MILE TO HIGHEST HILL AND STATION.
 QQ0570'
 QQ0570'REFERENCE MARK NO. 1 IS SE OF STATION ACROSS SMALL RAVINE
 QQ0570'ON RIDGE.  REFERENCE MARK NO. 2 IS NNW OF STATION ON SAME
 QQ0570'HILL AS STATION.
 QQ0570'
 QQ0570'AZIMUTH MARK IS ABOUT 0.75 MILE ENE OF STATION, SET IN N-S
 QQ0570'FENCE AT CROSSROADS, 35 FT N OF CENTER LINE OF ROAD, 27 FT
 QQ0570'W OF N-S ROAD, 4 FT N OF SE FENCE CORNER.  REACHED FROM HEDMANS
 QQ0570'HOUSE BY GOING N 0.1 MILE, THENCE E 0.6 MILE TO CROSSROADS
 QQ0570'AND MARK ON N SIDE OF ROAD.
 QQ0570'
 QQ0570'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QQ0570
 QQ0570                          STATION RECOVERY (1973)
 QQ0570
 QQ0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QQ0570'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 QQ0570'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS ALSO
 QQ0570'RECOVERED IN GOOD CONDITION, EXCEPT THAT THE ARROW ON THE
 QQ0570'MARK POINTS ABOUT DUE WEST ALONG THE NORTH SIDE OF THE EAST-WEST
 QQ0570'ROAD INSTEAD OF AT THE STATION WHICH IS TO THE SOUTH OF THE
 QQ0570'ROAD.  THE STATION WAS RECOVERED DUE TO A REPORT THAT SOME
 QQ0570'UNIDENTIFIED PARTY HAD LOWERED THE AZIMUTH MARK, IT REPORTEDLY
 QQ0570'HAD BEEN LEFT ON A MOUND OF EARTH DURING ROAD IMPROVEMENTS
 QQ0570'APPROXIMATELY 6 YEARS AGO, SHORTLY AFTER THAT THE MARK WAS
 QQ0570'REMOVED, THE GROUND LEVELED OFF AND THE MARK RESET.  THE
 QQ0570'HORIZONTAL DIRECTION TO THE AZIMUTH MARK CHECKED GOOD,
 QQ0570'THE DISK WAS RE-STAMPED AND LEFT AS FOUND.
 QQ0570'
 QQ0570'A NEW DESCRIPTION FOLLOWS--
 QQ0570'
 QQ0570'THE STATION IS LOCATED ON A ROCK TOPPED HILL IN PASTURE LAND,
 QQ0570'IN THE NW 1/4 OF SEC. 4, T 118 N, R 50 W, ABOUT 3 MILES
 QQ0570'SOUTH-SOUTHWEST OF STOCKHOLM, 2.5 MILES NORTHEAST OF TROY, AND
 QQ0570'0.25 MILE WEST OF A FARMSTEAD.  ON PROPERTY OWNED AND FARMED
 QQ0570'BY MR. NELSON RANSOM.
 QQ0570'
 QQ0570'TO REACH THE STATION FROM THE STOCKHOLM STATE BANK IN STOCKHOLM,
 QQ0570'GO SOUTH ON A GRAVELED ROAD FOR 2.45 MILES TO A GRAVELED
 QQ0570'CROSSROAD, TURN RIGHT AND GO WEST ON THE CROSSROAD 1.0 MILE
 QQ0570'TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE
 QQ0570'WEST ON A GRAVELED ROAD FOR 0.6 MILE, THENCE LEFT, SOUTH, INTO
 QQ0570'THE FARMSTEAD OF MR. NELSON RANSOM 0.1 MILE, PACK WESTERLY
 QQ0570'FROM THE BARNYARD ABOUT 0.25 MILE TO THE HIGHEST HILL IN THE
 QQ0570'PASTURE AND THE STATION AS DESCRIBED.  (TRUCKS CAN BE DRIVEN
 QQ0570'TO THE STATION IF IT IS NECESSARY).
 QQ0570'
 QQ0570'THE STATION MARK IS A STANDARD DISK STAMPED TROY 1935, SET IN A
 QQ0570'ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS AT
 QQ0570'THE HIGHEST PART OF THE HILL, 20 FEET NORTHWEST OF A LARGE
 QQ0570'BOULDER.
 QQ0570'
 QQ0570'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TROY NO 1
 QQ0570'1935, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 QQ0570'IT IS ON A RIDGE SOUTHEAST OF THE STATION ACROSS A SMALL RAVINE.
 QQ0570'
 QQ0570'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED TROY NO 2
 QQ0570'1935, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 QQ0570'IT IS NORTH-NORTHWEST ON THE RIDGE FROM THE STATION.
 QQ0570'
 QQ0570'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TROY 1935 1973,
 QQ0570'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 QQ0570'IS IN THE NORTHWEST CORNER OF THE CROSSROAD INTERSECTION,
 QQ0570'40 FEET NORTH OF THE ROAD LEADING WEST, 34 FEET WEST OF THE
 QQ0570'ROAD LEADING NORTH, AND 6 FEET NORTH-NORTHEAST OF A POWER POLE
 QQ0570'AND FENCE CORNER.
 QQ0570'
 QQ0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 QQ0570'MILES NORTHEAST OF TROY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0764 ***********************************************************************
 QS0764  DESIGNATION -  TT 1 DMH
 QS0764  PID         -  QS0764
 QS0764  STATE/COUNTY-  SD/CORSON
 QS0764  COUNTRY     -  US
 QS0764  USGS QUAD   -  LAUNDREAUX BUTTE (2017)
 QS0764
 QS0764                         *CURRENT SURVEY CONTROL
 QS0764  ______________________________________________________________________
 QS0764* NAD 83(1996) POSITION- 45 29 12.24828(N) 100 31 30.55368(W)   ADJUSTED
 QS0764* NAVD 88 ORTHO HEIGHT -   601.12  (+/-2cm)     1972.2   (feet) VERTCON3
 QS0764  ______________________________________________________________________
 QS0764  GEOID HEIGHT    -        -21.709 (meters)                     GEOID18
 QS0764  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 QS0764  HORZ ORDER      -  SECOND
 QS0764  VERT ORDER      -  THIRD ? (See Below)
 QS0764
 QS0764.The horizontal coordinates were established by classical geodetic methods
 QS0764.and adjusted by the National Geodetic Survey in January 1998.
 QS0764
 QS0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0764
 QS0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0764.GEOID18 height accuracy estimate available here.
 QS0764
 QS0764.The vertical order pertains to the NGVD 29 superseded value.
 QS0764
 QS0764.Click photographs - Photos may exist for this station.
 QS0764
 QS0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0764
 QS0764. The following values were computed from the NAD 83(1996) position.
 QS0764
 QS0764;                    North         East     Units Scale Factor Converg.
 QS0764;SPC SD N     -   183,867.089   558,946.962   MT  0.99996798   -0 22 18.0
 QS0764;SPC SD N     -   603,237.27  1,833,811.82   sFT  0.99996798   -0 22 18.0
 QS0764;UTM  14      - 5,038,154.154   380,816.856   MT  0.99977464   -1 05 15.7
 QS0764
 QS0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0764!SPC SD N     -   0.99990917  x   0.99996798  =   0.99987715
 QS0764!UTM  14      -   0.99990917  x   0.99977464  =   0.99968383
 QS0764
 QS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8081638154(NAD 83)
 QS0764
 QS0764                          SUPERSEDED SURVEY CONTROL
 QS0764
 QS0764  NAD 83(1986)-  45 29 12.23940(N)    100 31 30.55206(W) AD(       ) 2
 QS0764  NAD 27      -  45 29 12.26100(N)    100 31 29.04800(W) AD(       ) 2
 QS0764  NGVD 29             600.76   (m)         1971.0    (f) LEVELING    3  
 QS0764
 QS0764.Superseded values are not recommended for survey control.
 QS0764
 QS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0764.See file dsdata.pdf to determine how the superseded data were derived.
 QS0764
 QS0764_MARKER: DB = BENCH MARK DISK
 QS0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0764_STAMPING: TT 1 DMH 1950
 QS0764_MARK LOGO: USGS
 QS0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0764+STABILITY: SURFACE MOTION
 QS0764
 QS0764  HISTORY     - Date     Condition        Report By
 QS0764  HISTORY     - 1950     MONUMENTED       USGS
 QS0764
 QS0764                          STATION DESCRIPTION
 QS0764
 QS0764'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JCM)
 QS0764'THE STATION IS IN SECTION 34, T18N, R29E, ABOUT 10 MILES
 QS0764'EAST AND 1 MILE NORTH OF TRAIL CITY.
 QS0764'
 QS0764'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QS0764'SET IN THE TOP OF A 6 INCH ROUND CONCRETE POST PROJECTING 5
 QS0764'INCHES.  IT IS 167 FEET SOUTH OF STATE HIGHWAY 8, 105 FEET
 QS0764'SOUTH OF A WIRE GATE, AND IS IN A NORTH-SOUTH FENCE LINE.
 QS0764'
 QS0764'THE DISK IS STAMPED TT 1 DMH 1950.
 QS0764'
 QS0764'THE STATION WAS LOCATED BY SECOND ORDER TRAVERSE FROM
 QS0764'TRIANGULATION STATION CLAYMORE, AND THE DISTANCE WAS FOUND
 QS0764'TO BE 32.288 METERS, (105.93 FT.).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0008 ***********************************************************************
 OT0008  DESIGNATION -  TT 1 GB
 OT0008  PID         -  OT0008
 OT0008  STATE/COUNTY-  SD/PENNINGTON
 OT0008  COUNTRY     -  US
 OT0008  USGS QUAD   -  CONATA NE (2017)
 OT0008
 OT0008                         *CURRENT SURVEY CONTROL
 OT0008  ______________________________________________________________________
 OT0008* NAD 83(1986) POSITION- 43 44 00.02   (N) 102 05 17.95   (W)   HD_HELD1
 OT0008* NAVD 88 ORTHO HEIGHT -   740.633 (meters)     2429.89  (feet) ADJUSTED
 OT0008  ______________________________________________________________________
 OT0008  GEOID HEIGHT    -        -19.570 (meters)                     GEOID18
 OT0008  DYNAMIC HEIGHT  -        740.398 (meters)     2429.12  (feet) COMP
 OT0008  MODELED GRAVITY -    980,276.5   (mgal)                       NAVD 88
 OT0008
 OT0008  VERT ORDER      -  FIRST     CLASS II
 OT0008
 OT0008.The horizontal coordinates were determined by differentially corrected
 OT0008.hand held GPS observations or other comparable positioning techniques
 OT0008.and have an estimated accuracy of +/- 3 meters.
 OT0008
 OT0008.The orthometric height was determined by differential leveling and
 OT0008.adjusted by the NATIONAL GEODETIC SURVEY
 OT0008.in June 1991.
 OT0008
 OT0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0008.GEOID18 height accuracy estimate available here.
 OT0008
 OT0008.Click photographs - Photos may exist for this station.
 OT0008
 OT0008.The dynamic height is computed by dividing the NAVD 88
 OT0008.geopotential number by the normal gravity value computed on the
 OT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0008.degrees latitude (g = 980.6199 gals.).
 OT0008
 OT0008.The modeled gravity was interpolated from observed gravity values.
 OT0008
 OT0008;                    North         East    Units  Estimated Accuracy
 OT0008;SPC SD S     -   157,022.4     458,633.7     MT  (+/- 3 meters HH1 GPS) 
 OT0008
 OT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3448846376(NAD 83)
 OT0008
 OT0008                          SUPERSEDED SURVEY CONTROL
 OT0008
 OT0008  NGVD 29 (??/??/92)  740.167  (m)         2428.36   (f) ADJ UNCH    1 2
 OT0008
 OT0008.Superseded values are not recommended for survey control.
 OT0008
 OT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0008.See file dsdata.pdf to determine how the superseded data were derived.
 OT0008
 OT0008_MARKER: DD = SURVEY DISK
 OT0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0008_STAMPING: TT 1 GB 2428.340
 OT0008_MARK LOGO: USGS
 OT0008_PROJECTION: FLUSH
 OT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0008+STABILITY: SURFACE MOTION
 OT0008
 OT0008  HISTORY     - Date     Condition        Report By
 OT0008  HISTORY     - UNK      MONUMENTED       USGS
 OT0008  HISTORY     - 1962     GOOD             CGS
 OT0008
 OT0008                          STATION DESCRIPTION
 OT0008
 OT0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0008'5.4 MI SW FROM INTERIOR.
 OT0008'ABOUT 5.35 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0008'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION
 OT0008'4, T 4 S, R 17 E, 0.5 MILE WEST OF THE X-ING WITH A TRAIL ROAD,
 OT0008'0.2 MILE WEST OF A TRESTLE, 0.45 MILE WEST OF MILE POST 593,
 OT0008'38 1/2 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF
 OT0008'TELEPHONE POLES, 1.8 FEET EAST OF A METAL WITNESS POST ABOUT 4
 OT0008'FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OT0008'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0485 ***********************************************************************
 OT0485  DESIGNATION -  TT 1 WDR
 OT0485  PID         -  OT0485
 OT0485  STATE/COUNTY-  SD/FALL RIVER
 OT0485  COUNTRY     -  US
 OT0485  USGS QUAD   -  BURDOCK (2017)
 OT0485
 OT0485                         *CURRENT SURVEY CONTROL
 OT0485  ______________________________________________________________________
 OT0485* NAD 83(1986) POSITION- 43 25 48.00   (N) 103 58 06.12   (W)   HD_HELD1
 OT0485* NAVD 88 ORTHO HEIGHT -  1086.572 (meters)     3564.86  (feet) ADJUSTED
 OT0485  ______________________________________________________________________
 OT0485  GEOID HEIGHT    -        -14.752 (meters)                     GEOID18
 OT0485  DYNAMIC HEIGHT  -       1086.123 (meters)     3563.39  (feet) COMP
 OT0485  MODELED GRAVITY -    980,168.1   (mgal)                       NAVD 88
 OT0485
 OT0485  VERT ORDER      -  FIRST     CLASS II
 OT0485
 OT0485.The horizontal coordinates were determined by differentially corrected
 OT0485.hand held GPS observations or other comparable positioning techniques
 OT0485.and have an estimated accuracy of +/- 3 meters.
 OT0485
 OT0485.The orthometric height was determined by differential leveling and
 OT0485.adjusted by the NATIONAL GEODETIC SURVEY
 OT0485.in June 1991.
 OT0485
 OT0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0485.GEOID18 height accuracy estimate available here.
 OT0485
 OT0485.Click photographs - Photos may exist for this station.
 OT0485
 OT0485.The dynamic height is computed by dividing the NAVD 88
 OT0485.geopotential number by the normal gravity value computed on the
 OT0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0485.degrees latitude (g = 980.6199 gals.).
 OT0485
 OT0485.The modeled gravity was interpolated from observed gravity values.
 OT0485
 OT0485;                    North         East    Units  Estimated Accuracy
 OT0485;SPC SD S     -   128,268.9     305,790.9     MT  (+/- 3 meters HH1 GPS) 
 OT0485
 OT0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8349809084(NAD 83)
 OT0485
 OT0485                          SUPERSEDED SURVEY CONTROL
 OT0485
 OT0485  NGVD 29 (??/??/92) 1086.031  (m)         3563.09   (f) ADJ UNCH    1 2
 OT0485
 OT0485.Superseded values are not recommended for survey control.
 OT0485
 OT0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0485.See file dsdata.pdf to determine how the superseded data were derived.
 OT0485
 OT0485_MARKER: DD = SURVEY DISK
 OT0485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0485_SP_SET: BRIDGE ABUTMENT
 OT0485_STAMPING: TT 1 WDR 1949
 OT0485_MARK LOGO: USGS
 OT0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0485
 OT0485  HISTORY     - Date     Condition        Report By
 OT0485  HISTORY     - 1949     MONUMENTED       USGS
 OT0485  HISTORY     - 1957     GOOD             CGS
 OT0485  HISTORY     - 1985     GOOD             NGS
 OT0485
 OT0485                          STATION DESCRIPTION
 OT0485
 OT0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0485'11.7 MI NW FROM EDGEMONT.
 OT0485'ABOUT 11.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0485'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 23,
 OT0485'T. 7 S., R. 1 E., IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 OT0485'ABUTMENT OF BRIDGE 487.93, 5.8 FEET SOUTHWEST OF THE SOUTHWEST
 OT0485'RAIL AND ABOUT 2 FEET BELOW THE TOP OF THE RAIL.
 OT0485
 OT0485                          STATION RECOVERY (1985)
 OT0485
 OT0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0485'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.5 KM
 OT0485'(12.7 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OT0485'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0485'IN TOP OF AND 0.3 METER (1 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 OT0485'SOUTHEAST ABUTMENT FOR THE BURLINGTON NORTHERN RAILROAD BRIDGE 487.93,
 OT0485'1.8 METERS (6 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 OT0485'THE MARK IS 0.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0339 ***********************************************************************
 PU0339  DESIGNATION -  TT 10 DFC
 PU0339  PID         -  PU0339
 PU0339  STATE/COUNTY-  SD/PENNINGTON
 PU0339  COUNTRY     -  US
 PU0339  USGS QUAD   -  WASTA (2017)
 PU0339
 PU0339                         *CURRENT SURVEY CONTROL
 PU0339  ______________________________________________________________________
 PU0339* NAD 83(1986) POSITION- 44 02 29.52   (N) 102 22 44.06   (W)   HD_HELD1
 PU0339* NAVD 88 ORTHO HEIGHT -   836.088 (meters)     2743.07  (feet) ADJUSTED
 PU0339  ______________________________________________________________________
 PU0339  GEOID HEIGHT    -        -18.623 (meters)                     GEOID18
 PU0339  DYNAMIC HEIGHT  -        835.847 (meters)     2742.27  (feet) COMP
 PU0339  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 PU0339
 PU0339  VERT ORDER      -  SECOND    CLASS 0
 PU0339
 PU0339.The horizontal coordinates were determined by differentially corrected
 PU0339.hand held GPS observations or other comparable positioning techniques
 PU0339.and have an estimated accuracy of +/- 3 meters.
 PU0339
 PU0339.The orthometric height was determined by differential leveling and
 PU0339.adjusted by the NATIONAL GEODETIC SURVEY
 PU0339.in June 1991.
 PU0339
 PU0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0339.GEOID18 height accuracy estimate available here.
 PU0339
 PU0339.Click photographs - Photos may exist for this station.
 PU0339
 PU0339.The dynamic height is computed by dividing the NAVD 88
 PU0339.geopotential number by the normal gravity value computed on the
 PU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0339.degrees latitude (g = 980.6199 gals.).
 PU0339
 PU0339.The modeled gravity was interpolated from observed gravity values.
 PU0339
 PU0339;                    North         East    Units  Estimated Accuracy
 PU0339;SPC SD S     -   191,788.2     436,074.3     MT  (+/- 3 meters HH1 GPS) 
 PU0339
 PU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0999979826(NAD 83)
 PU0339
 PU0339                          SUPERSEDED SURVEY CONTROL
 PU0339
 PU0339  NGVD 29 (??/??/92)  835.647  (m)         2741.62   (f) ADJ UNCH    2 0
 PU0339
 PU0339.Superseded values are not recommended for survey control.
 PU0339
 PU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0339.See file dsdata.pdf to determine how the superseded data were derived.
 PU0339
 PU0339_MARKER: DD = SURVEY DISK
 PU0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0339_STAMPING: TT 10 DFC 1950
 PU0339_MARK LOGO: USGS
 PU0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0339+STABILITY: SURFACE MOTION
 PU0339
 PU0339  HISTORY     - Date     Condition        Report By
 PU0339  HISTORY     - 1950     MONUMENTED       USGS
 PU0339  HISTORY     - 1962     GOOD             CGS
 PU0339
 PU0339                          STATION DESCRIPTION
 PU0339
 PU0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0339'6 MI SE FROM WASTA.
 PU0339'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0339'FROM THE STATION AT WASTA, THENCE 2.7 MILES SOUTHEAST ALONG
 PU0339'A GRAVELED ROAD, IN SECTION 13 T 1 N R 14 E, 82 1/2 FEET NORTH
 PU0339'OF THE NORTH SIDE OF A 18 INCH ROUND CONCRETE CYLINDER, 41 FEET
 PU0339'WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A
 PU0339'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0339'OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0793 ***********************************************************************
 QS0793  DESIGNATION -  TT 10 MF
 QS0793  PID         -  QS0793
 QS0793  STATE/COUNTY-  SD/DEWEY
 QS0793  COUNTRY     -  US
 QS0793  USGS QUAD   -  GLENCROSS SE (2017)
 QS0793
 QS0793                         *CURRENT SURVEY CONTROL
 QS0793  ______________________________________________________________________
 QS0793* NAD 83(1996) POSITION- 45 21 19.83102(N) 100 52 24.11522(W)   ADJUSTED
 QS0793* NAVD 88 ORTHO HEIGHT -   656.67  (+/-2cm)     2154.4   (feet) VERTCON3
 QS0793  ______________________________________________________________________
 QS0793  GEOID HEIGHT    -        -21.513 (meters)                     GEOID18
 QS0793  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 QS0793  HORZ ORDER      -  SECOND
 QS0793  VERT ORDER      -  THIRD ? (See Below)
 QS0793
 QS0793.The horizontal coordinates were established by classical geodetic methods
 QS0793.and adjusted by the National Geodetic Survey in January 1998.
 QS0793
 QS0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0793
 QS0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0793.GEOID18 height accuracy estimate available here.
 QS0793
 QS0793.The vertical order pertains to the NGVD 29 superseded value.
 QS0793
 QS0793.Click photographs - Photos may exist for this station.
 QS0793
 QS0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0793
 QS0793. The following values were computed from the NAD 83(1996) position.
 QS0793
 QS0793;                    North         East     Units Scale Factor Converg.
 QS0793;SPC SD N     -   169,519.066   531,569.610   MT  0.99995320   -0 37 05.2
 QS0793;SPC SD N     -   556,163.80  1,743,991.30   sFT  0.99995320   -0 37 05.2
 QS0793;UTM  14      - 5,024,151.161   353,266.357   MT  0.99986473   -1 19 59.2
 QS0793
 QS0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0793!SPC SD N     -   0.99990043  x   0.99995320  =   0.99985363
 QS0793!UTM  14      -   0.99990043  x   0.99986473  =   0.99976517
 QS0793
 QS0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5326624151(NAD 83)
 QS0793
 QS0793                          SUPERSEDED SURVEY CONTROL
 QS0793
 QS0793  NAD 83(1986)-  45 21 19.82304(N)    100 52 24.11354(W) AD(       ) 2
 QS0793  NAD 27      -  45 21 19.87100(N)    100 52 22.58100(W) AD(       ) 2
 QS0793  NGVD 29             656.25   (m)         2153.0    (f) LEVELING    3  
 QS0793
 QS0793.Superseded values are not recommended for survey control.
 QS0793
 QS0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0793.See file dsdata.pdf to determine how the superseded data were derived.
 QS0793
 QS0793_MARKER: DD = SURVEY DISK
 QS0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0793_STAMPING: TT 10 MF 1948
 QS0793_MARK LOGO: USGS
 QS0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0793+STABILITY: SURFACE MOTION
 QS0793
 QS0793  HISTORY     - Date     Condition        Report By
 QS0793  HISTORY     - 1948     MONUMENTED       USGS
 QS0793
 QS0793                          STATION DESCRIPTION
 QS0793
 QS0793'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JCM)
 QS0793'THE STATION IS IN SECTION 18, T 16 N, R 27 E, ABOUT 6-1/2
 QS0793'MILES SOUTH AND 2-1/4 MILES EAST OF GLENCROSS, IN A NORTH-SOUTH
 QS0793'FENCE LINE.
 QS0793'
 QS0793'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN
 QS0793'THE TOP OF A 10 IN X 10 IN CONCRETE POST PROJECTING 5 INCHES.
 QS0793'THE DISK IS STAMPED TT 10 MF 1948.
 QS0793'
 QS0793'THE STATION WAS LOCATED BY SECOND ORDER TRAVERSE FROM
 QS0793'TRIANGULATION STATION HORSE, AND THE DISTANCE WAS FOUND
 QS0793'TO BE 52.985 METERS (173.835) FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0063 ***********************************************************************
 NN0063  DESIGNATION -  TT 10 PB
 NN0063  PID         -  NN0063
 NN0063  STATE/COUNTY-  SD/CHARLES MIX
 NN0063  COUNTRY     -  US
 NN0063  USGS QUAD   -  LYNCH NE (2017)
 NN0063
 NN0063                         *CURRENT SURVEY CONTROL
 NN0063  ______________________________________________________________________
 NN0063* NAD 83(1986) POSITION- 42 52 41.97   (N) 098 16 10.38   (W)   HD_HELD1
 NN0063* NAVD 88 ORTHO HEIGHT -   376.424 (meters)     1234.98  (feet) ADJUSTED
 NN0063  ______________________________________________________________________
 NN0063  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 NN0063  DYNAMIC HEIGHT  -        376.297 (meters)     1234.57  (feet) COMP
 NN0063  MODELED GRAVITY -    980,273.7   (mgal)                       NAVD 88
 NN0063
 NN0063  VERT ORDER      -  SECOND    CLASS 0
 NN0063
 NN0063.The horizontal coordinates were determined by differentially corrected
 NN0063.hand held GPS observations or other comparable positioning techniques
 NN0063.and have an estimated accuracy of +/- 3 meters.
 NN0063
 NN0063.The orthometric height was determined by differential leveling and
 NN0063.adjusted by the NATIONAL GEODETIC SURVEY
 NN0063.in June 1991.
 NN0063
 NN0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0063.GEOID18 height accuracy estimate available here.
 NN0063
 NN0063.Click photographs - Photos may exist for this station.
 NN0063
 NN0063.The dynamic height is computed by dividing the NAVD 88
 NN0063.geopotential number by the normal gravity value computed on the
 NN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0063.degrees latitude (g = 980.6199 gals.).
 NN0063
 NN0063.The modeled gravity was interpolated from observed gravity values.
 NN0063
 NN0063;                    North         East    Units  Estimated Accuracy
 NN0063;SPC SD S     -    62,639.2     768,595.5     MT  (+/- 3 meters HH1 GPS) 
 NN0063
 NN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5965547561(NAD 83)
 NN0063
 NN0063                          SUPERSEDED SURVEY CONTROL
 NN0063
 NN0063  NGVD 29 (??/??/92)  376.174  (m)         1234.16   (f) ADJ UNCH    2 0
 NN0063
 NN0063.Superseded values are not recommended for survey control.
 NN0063
 NN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0063.See file dsdata.pdf to determine how the superseded data were derived.
 NN0063
 NN0063_MARKER: DD = SURVEY DISK
 NN0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0063_STAMPING: TT 10 PB 1946 1234
 NN0063_MARK LOGO: USGS
 NN0063_PROJECTION: FLUSH
 NN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0063+STABILITY: SURFACE MOTION
 NN0063
 NN0063  HISTORY     - Date     Condition        Report By
 NN0063  HISTORY     - 1946     MONUMENTED       USGS
 NN0063  HISTORY     - 1949     GOOD             CGS
 NN0063
 NN0063                          STATION DESCRIPTION
 NN0063
 NN0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0063'8.5 MI S FROM GREENWOOD.
 NN0063'1.4 MILES EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN AGENCY
 NN0063'AT GREENWOOD, THENCE 7.1 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 NN0063'ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND NORTH,
 NN0063'65.0 FEET EAST OF THE PROJECTED CENTER LINE OF THE NORTH TANGENT,
 NN0063'28.0 FEET NORTH OF THE PROJECTED CENTER LINE OF THE EAST
 NN0063'TANGENT, 59.0 FEET SOUTHWEST OF THE CENTER LINE OF THE CURVE,
 NN0063'79.0 FEET NORTHEAST OF A 3-WAY CORNER FENCE POST, 42.4 FEET
 NN0063'NORTH OF AN EAST-WEST FENCE, 1.1 FEET SOUTH OF A REFERENCE
 NN0063'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE9747 ***********************************************************************
 AE9747  DESIGNATION -  TT 100 RDS
 AE9747  PID         -  AE9747
 AE9747  STATE/COUNTY-  SD/GRANT
 AE9747  COUNTRY     -  US
 AE9747  USGS QUAD   -  BIG STONE LAKE SE (2017)
 AE9747
 AE9747                         *CURRENT SURVEY CONTROL
 AE9747  ______________________________________________________________________
 AE9747* NAD 83(1986) POSITION- 45 15 15.44   (N) 096 32 42.82   (W)   HD_HELD1
 AE9747* NAVD 88 ORTHO HEIGHT -   324.637 (meters)     1065.08  (feet) ADJUSTED
 AE9747  ______________________________________________________________________
 AE9747  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 AE9747  DYNAMIC HEIGHT  -        324.615 (meters)     1065.01  (feet) COMP
 AE9747  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 AE9747
 AE9747  VERT ORDER      -  FIRST     CLASS II
 AE9747
 AE9747.The horizontal coordinates were determined by differentially corrected
 AE9747.hand held GPS observations or other comparable positioning techniques
 AE9747.and have an estimated accuracy of +/- 3 meters.
 AE9747
 AE9747.The orthometric height was determined by differential leveling and
 AE9747.adjusted by the NATIONAL GEODETIC SURVEY
 AE9747.in July 1998.
 AE9747
 AE9747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9747.GEOID18 height accuracy estimate available here.
 AE9747
 AE9747.Click photographs - Photos may exist for this station.
 AE9747
 AE9747.The dynamic height is computed by dividing the NAVD 88
 AE9747.geopotential number by the normal gravity value computed on the
 AE9747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9747.degrees latitude (g = 980.6199 gals.).
 AE9747
 AE9747.The modeled gravity was interpolated from observed gravity values.
 AE9747
 AE9747;                    North         East    Units  Estimated Accuracy
 AE9747;SPC SD N     -   163,686.5     871,093.2     MT  (+/- 3 meters HH1 GPS) 
 AE9747
 AE9747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9261514130(NAD 83)
 AE9747
 AE9747                          SUPERSEDED SURVEY CONTROL
 AE9747
 AE9747.No superseded survey control is available for this station.
 AE9747
 AE9747_MARKER: DD = SURVEY DISK
 AE9747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9747_STAMPING: TT 100 RDS 1951 1064
 AE9747_MARK LOGO: USGS
 AE9747_PROJECTION: PROJECTING 10 CENTIMETERS
 AE9747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9747+STABILITY: SURFACE MOTION
 AE9747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9747+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AE9747
 AE9747  HISTORY     - Date     Condition        Report By
 AE9747  HISTORY     - 1951     MONUMENTED       USGS
 AE9747  HISTORY     - 19970520 GOOD             NGS
 AE9747
 AE9747                          STATION DESCRIPTION
 AE9747
 AE9747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9747'9.0 KM (5.60 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE9747'STATE HIGHWAY 15 IN MILBANK, 756.0 M (2480.3 FT) EAST OF MILEPOST 394,
 AE9747'118.6 M (389.1 FT) SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 AE9747'9.8 M (32.2 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 4.9 M (16.1 FT)
 AE9747'EAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND
 AE9747'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2199 ***********************************************************************
 PU2199  DESIGNATION -  TT 11 GB
 PU2199  PID         -  PU2199
 PU2199  STATE/COUNTY-  SD/MEADE
 PU2199  COUNTRY     -  US
 PU2199  USGS QUAD   -  ELM SPRINGS SW (2017)
 PU2199
 PU2199                         *CURRENT SURVEY CONTROL
 PU2199  ______________________________________________________________________
 PU2199* NAD 83(1996) POSITION- 44 18 20.02539(N) 102 43 42.09770(W)   ADJUSTED
 PU2199* NAVD 88 ORTHO HEIGHT -   843.34  (+/-2cm)     2766.9   (feet) VERTCON3
 PU2199  ______________________________________________________________________
 PU2199  GEOID HEIGHT    -        -18.016 (meters)                     GEOID18
 PU2199  LAPLACE CORR    -         -7.88  (seconds)                    DEFLEC18
 PU2199  HORZ ORDER      -  SECOND
 PU2199  VERT ORDER      -  THIRD ? (See Below)
 PU2199
 PU2199.The horizontal coordinates were established by classical geodetic methods
 PU2199.and adjusted by the National Geodetic Survey in January 1998.
 PU2199
 PU2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2199
 PU2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2199.GEOID18 height accuracy estimate available here.
 PU2199
 PU2199.The vertical order pertains to the NGVD 29 superseded value.
 PU2199
 PU2199.Click photographs - Photos may exist for this station.
 PU2199
 PU2199.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2199
 PU2199. The following values were computed from the NAD 83(1996) position.
 PU2199
 PU2199;                    North         East     Units Scale Factor Converg.
 PU2199;SPC SD N     -    56,143.933   382,330.977   MT  1.00002314   -1 55 51.5
 PU2199;SPC SD N     -   184,198.89  1,254,364.21   sFT  1.00002314   -1 55 51.5
 PU2199;UTM  13      - 4,908,321.464   681,190.591   MT  1.00000377   +1 35 13.7
 PU2199
 PU2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2199!SPC SD N     -   0.99987061  x   1.00002314  =   0.99989374
 PU2199!UTM  13      -   0.99987061  x   1.00000377  =   0.99987438
 PU2199
 PU2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8119008321(NAD 83)
 PU2199
 PU2199                          SUPERSEDED SURVEY CONTROL
 PU2199
 PU2199  NAD 83(1993)-  44 18 20.01720(N)    102 43 42.09859(W) AD(       ) 2
 PU2199  NAD 83(1986)-  44 18 20.01575(N)    102 43 42.09820(W) AD(       ) 2
 PU2199  NAD 27      -  44 18 20.05410(N)    102 43 40.47610(W) AD(       ) 2
 PU2199  NGVD 29             842.86   (m)         2765.3    (f) LEVELING    3  
 PU2199
 PU2199.Superseded values are not recommended for survey control.
 PU2199
 PU2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2199.See file dsdata.pdf to determine how the superseded data were derived.
 PU2199
 PU2199_MARKER: DB = BENCH MARK DISK
 PU2199_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2199_STAMPING: TT 11 GB 1950
 PU2199_MARK LOGO: USGS
 PU2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2199
 PU2199  HISTORY     - Date     Condition        Report By
 PU2199  HISTORY     - 1950     MONUMENTED       USGS
 PU2199
 PU2199                          STATION DESCRIPTION
 PU2199
 PU2199'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2199'THE STATION IS LOCATED ON THE CREST OF A SMALL KNOLL, ABOUT
 PU2199'10-1/2 MILES NORTH-NORTHEAST OF NEW UNDERWOOD, ABOUT 2-3/4
 PU2199'MILES SOUTH OF THE BELLE FOURCHE RIVER, ABOUT 200 FEET SOUTH
 PU2199'OF A FENCE CORNER, AND 6 INCHES WEST OF A WIRE FENCE.  IT IS
 PU2199'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 PU2199'TT 11 GB 1950 SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER
 PU2199'THAT PROJECTS 4 INCHES.
 PU2199'
 PU2199'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PU2199'ANTELOPE AND THE DISTANCE WAS FOUND TO BE 171.808 METERS
 PU2199'(563.67 FEET).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2286 ***********************************************************************
 PU2286  DESIGNATION -  TT 11 RD
 PU2286  PID         -  PU2286
 PU2286  STATE/COUNTY-  SD/MEADE
 PU2286  COUNTRY     -  US
 PU2286  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU2286
 PU2286                         *CURRENT SURVEY CONTROL
 PU2286  ______________________________________________________________________
 PU2286* NAD 83(1996) POSITION- 44 23 14.50066(N) 103 07 35.16388(W)   ADJUSTED
 PU2286* NAVD 88 ORTHO HEIGHT -   266.05  (+/-2cm)      872.9   (feet) VERTCON3
 PU2286  ______________________________________________________________________
 PU2286  GEOID HEIGHT    -        -16.807 (meters)                     GEOID18
 PU2286  LAPLACE CORR    -         -8.96  (seconds)                    DEFLEC18
 PU2286  HORZ ORDER      -  THIRD
 PU2286  VERT ORDER      -  THIRD ? (See Below)
 PU2286
 PU2286.The horizontal coordinates were established by classical geodetic methods
 PU2286.and adjusted by the National Geodetic Survey in January 1998.
 PU2286
 PU2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2286
 PU2286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2286.GEOID18 height accuracy estimate available here.
 PU2286
 PU2286.The vertical order pertains to the NGVD 29 superseded value.
 PU2286
 PU2286.Click photographs - Photos may exist for this station.
 PU2286
 PU2286.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2286
 PU2286. The following values were computed from the NAD 83(1996) position.
 PU2286
 PU2286;                    North         East     Units Scale Factor Converg.
 PU2286;SPC SD N     -    66,375.032   350,938.300   MT  1.00000574   -2 12 45.7
 PU2286;SPC SD N     -   217,765.42  1,151,370.07   sFT  1.00000574   -2 12 45.7
 PU2286;UTM  13      - 4,916,604.721   649,231.332   MT  0.99987388   +1 18 38.9
 PU2286
 PU2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2286!SPC SD N     -   0.99996092  x   1.00000574  =   0.99996666
 PU2286!UTM  13      -   0.99996092  x   0.99987388  =   0.99983481
 PU2286
 PU2286:                Primary Azimuth Mark                     Grid Az
 PU2286:SPC SD N     -  TT 11 RD AZ MK                           005 47 38.7
 PU2286:UTM  13      -  TT 11 RD AZ MK                           002 16 14.1
 PU2286
 PU2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4923116604(NAD 83)
 PU2286
 PU2286|---------------------------------------------------------------------|
 PU2286| PID    Reference Object                     Distance      Geod. Az  |
 PU2286|                                                           dddmmss.s |
 PU2286| CQ4263 TT 11 RD AZ MK                                     0033453.0 |
 PU2286| CQ4264 TT 11 RD RM 1                         8.706 METERS 08933     |
 PU2286| CQ4265 TT 11 RD RM 2                         9.320 METERS 18120     |
 PU2286|---------------------------------------------------------------------|
 PU2286
 PU2286                          SUPERSEDED SURVEY CONTROL
 PU2286
 PU2286  NAD 83(1993)-  44 23 14.49307(N)    103 07 35.16582(W) AD(       ) 3
 PU2286  NAD 83(1986)-  44 23 14.49133(N)    103 07 35.16777(W) AD(       ) 3
 PU2286  NAD 27      -  44 23 14.54200(N)    103 07 33.52000(W) AD(       ) 3
 PU2286  NGVD 29             265.58   (m)          871.3    (f) LEVELING    3  
 PU2286
 PU2286.Superseded values are not recommended for survey control.
 PU2286
 PU2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2286.See file dsdata.pdf to determine how the superseded data were derived.
 PU2286
 PU2286_MARKER: DB = BENCH MARK DISK
 PU2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2286_STAMPING: TT 11 RD 1950
 PU2286_MARK LOGO: USGS
 PU2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2286+STABILITY: SURFACE MOTION
 PU2286
 PU2286  HISTORY     - Date     Condition        Report By
 PU2286  HISTORY     - 1950     MONUMENTED       USGS
 PU2286
 PU2286                          STATION DESCRIPTION
 PU2286
 PU2286'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2286'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE LOWER
 PU2286'ALKALI SCHOOL YARD, ABOUT 19 MILES EAST OF STURGIS, ABOUT 16
 PU2286'MILES NORTHEAST OF PIEDMONT, 68 FEET NORTHWEST OF THE NORTHWEST
 PU2286'CORNER OF SCHOOLHOUSE, 8 FEET NORTHEAST OF WITNESS POST,
 PU2286'AND 3 FEET SOUTHEAST OF A FENCE CORNER.
 PU2286'
 PU2286'TO REACH FROM THE POST OFFICE IN STURGIS, GO NORTH ON STATE
 PU2286'HIGHWAY 24 AND 79 FOR 0.1 MILE TO THE JUNCTION OF THESE
 PU2286'HIGHWAYS.  TURN RIGHT AND GO EAST ON HIGHWAY 24 FOR 4.25
 PU2286'MILES TO A FORK.  BEAR RIGHT AND GO 9.55 MILES TO A SCHOOLHOUSE
 PU2286'ON RIGHT.  CONTINUE EAST FOR 6.3 MILES TO A FORK.  BEAR RIGHT
 PU2286'AND GO 1.25 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 PU2286'SOUTH FOR 0.7 MILE TO A SCHOOLHOUSE AND STATION ON RIGHT.
 PU2286'
 PU2286'STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED TT
 PU2286'11 RD 1950.
 PU2286'
 PU2286'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF A WIRE FENCE.  THE
 PU2286'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED 11 RD NO 1 1950.
 PU2286'
 PU2286'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A WIRE FENCE.  THE
 PU2286'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED 11 RD NO 2 1950.
 PU2286'
 PU2286'AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF GRAVELED ROAD,
 PU2286'9 FEET SOUTH OF A GATE POST, 4 FEET SOUTH OF A WITNESS
 PU2286'POST, AND 2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS
 PU2286'4 INCHES, AND THE DISK IS STAMPED 11 RD 1950.
 PU2286'
 PU2286'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PU2286'SET IN THE TOP OF AN 8 X 10-INCH CONCRETE POST.  AZIMUTH
 PU2286'AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS OF
 PU2286'12-INCH CONCRETE CYLINDERS.
 PU2286'
 PU2286'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0172 ***********************************************************************
 PT0172  DESIGNATION -  TT 12 B
 PT0172  PID         -  PT0172
 PT0172  STATE/COUNTY-  SD/HUGHES
 PT0172  COUNTRY     -  US
 PT0172  USGS QUAD   -  ROUSSEAU (2017)
 PT0172
 PT0172                         *CURRENT SURVEY CONTROL
 PT0172  ______________________________________________________________________
 PT0172* NAD 83(1986) POSITION- 44 17 41.29   (N) 100 00 26.85   (W)   HD_HELD1
 PT0172* NAVD 88 ORTHO HEIGHT -   458.558 (meters)     1504.45  (feet) ADJUSTED
 PT0172  ______________________________________________________________________
 PT0172  GEOID HEIGHT    -        -23.842 (meters)                     GEOID18
 PT0172  DYNAMIC HEIGHT  -        458.466 (meters)     1504.15  (feet) COMP
 PT0172  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 PT0172
 PT0172  VERT ORDER      -  FIRST     CLASS II
 PT0172
 PT0172.The horizontal coordinates were determined by differentially corrected
 PT0172.hand held GPS observations or other comparable positioning techniques
 PT0172.and have an estimated accuracy of +/- 3 meters.
 PT0172
 PT0172.The orthometric height was determined by differential leveling and
 PT0172.adjusted by the NATIONAL GEODETIC SURVEY
 PT0172.in June 1991.
 PT0172
 PT0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0172.GEOID18 height accuracy estimate available here.
 PT0172
 PT0172.Click photographs - Photos may exist for this station.
 PT0172
 PT0172.The dynamic height is computed by dividing the NAVD 88
 PT0172.geopotential number by the normal gravity value computed on the
 PT0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0172.degrees latitude (g = 980.6199 gals.).
 PT0172
 PT0172.The modeled gravity was interpolated from observed gravity values.
 PT0172
 PT0172;                    North         East    Units  Estimated Accuracy
 PT0172;SPC SD S     -   217,961.4     626,006.8     MT  (+/- 3 meters HH1 GPS) 
 PT0172
 PT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1962805110(NAD 83)
 PT0172
 PT0172                          SUPERSEDED SURVEY CONTROL
 PT0172
 PT0172  NGVD 29 (??/??/92)  458.219  (m)         1503.34   (f) ADJ UNCH    1 2
 PT0172
 PT0172.Superseded values are not recommended for survey control.
 PT0172
 PT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0172.See file dsdata.pdf to determine how the superseded data were derived.
 PT0172
 PT0172_MARKER: DD = SURVEY DISK
 PT0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0172_STAMPING: TT 12 B 1934 1503
 PT0172_MARK LOGO: USGS
 PT0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0172+STABILITY: SURFACE MOTION
 PT0172
 PT0172  HISTORY     - Date     Condition        Report By
 PT0172  HISTORY     - 1934     MONUMENTED       USGS
 PT0172  HISTORY     - 1949     GOOD             CGS
 PT0172
 PT0172                          STATION DESCRIPTION
 PT0172
 PT0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0172'5.3 MI W FROM DE GRAY.
 PT0172'5.3 MILES WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PT0172'AT DE GREY, HUGHES COUNTY, 3.9 MILES EAST OF THE PUBLIC SCHOOL
 PT0172'AT ROUSSEAU, AT HILLVIEW SCHOOL, 73 FEET SOUTH OF THE CENTER
 PT0172'LINE OF THE HIGHWAY, 10 FEET EAST OF THE NORTHEAST CORNER OF
 PT0172'THE SCHOOLHOUSE, 12 FEET WEST OF THE FENCE, AND 2 FEET WEST
 PT0172'OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 PT0172'SURVEY STANDARD DISK, STAMPED TT 12 B 1934 1503 AND SET IN THE
 PT0172'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0667 ***********************************************************************
 PS0667  DESIGNATION -  TT 12 C
 PS0667  PID         -  PS0667
 PS0667  STATE/COUNTY-  SD/HAND
 PS0667  COUNTRY     -  US
 PS0667  USGS QUAD   -  REE HEIGHTS NE (2017)
 PS0667
 PS0667                         *CURRENT SURVEY CONTROL
 PS0667  ______________________________________________________________________
 PS0667* NAD 83(1996) POSITION- 44 40 38.35020(N) 099 06 36.48741(W)   ADJUSTED
 PS0667* NAVD 88 ORTHO HEIGHT -   483.00  (+/-2cm)     1584.6   (feet) VERTCON3
 PS0667  ______________________________________________________________________
 PS0667  GEOID HEIGHT    -        -24.107 (meters)                     GEOID18
 PS0667  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 PS0667  HORZ ORDER      -  SECOND
 PS0667  VERT ORDER      -  THIRD ? (See Below)
 PS0667
 PS0667.The horizontal coordinates were established by classical geodetic methods
 PS0667.and adjusted by the National Geodetic Survey in January 1998.
 PS0667
 PS0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0667
 PS0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0667.GEOID18 height accuracy estimate available here.
 PS0667
 PS0667.The vertical order pertains to the NGVD 29 superseded value.
 PS0667
 PS0667.Click photographs - Photos may exist for this station.
 PS0667
 PS0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0667
 PS0667. The following values were computed from the NAD 83(1996) position.
 PS0667
 PS0667;                    North         East     Units Scale Factor Converg.
 PS0667;SPC SD N     -    94,173.255   670,551.482   MT  0.99996028   +0 37 47.2
 PS0667;SPC SD N     -   308,966.75  2,199,967.65   sFT  0.99996028   +0 37 47.2
 PS0667;UTM  14      - 4,947,111.602   491,271.063   MT  0.99960094   -0 04 38.8
 PS0667
 PS0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0667!SPC SD N     -   0.99992805  x   0.99996028  =   0.99988834
 PS0667!UTM  14      -   0.99992805  x   0.99960094  =   0.99952902
 PS0667
 PS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9127147111(NAD 83)
 PS0667
 PS0667                          SUPERSEDED SURVEY CONTROL
 PS0667
 PS0667  NAD 83(1986)-  44 40 38.34798(N)    099 06 36.49364(W) AD(       ) 2
 PS0667  NAD 27      -  44 40 38.42100(N)    099 06 35.10900(W) AD(       ) 2
 PS0667  NGVD 29             482.67   (m)         1583.6    (f) LEVELING    3  
 PS0667
 PS0667.Superseded values are not recommended for survey control.
 PS0667
 PS0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0667.See file dsdata.pdf to determine how the superseded data were derived.
 PS0667
 PS0667_MARKER: DD = SURVEY DISK
 PS0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0667_STAMPING: TT 12 C 1948
 PS0667_MARK LOGO: USGS
 PS0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0667+STABILITY: SURFACE MOTION
 PS0667
 PS0667  HISTORY     - Date     Condition        Report By
 PS0667  HISTORY     - 1948     MONUMENTED       USGS
 PS0667
 PS0667                          STATION DESCRIPTION
 PS0667
 PS0667'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JCT)
 PS0667'THIS IS A TRAVERSE STATION.
 PS0667'
 PS0667'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF
 PS0667'MILLER, 11-1/2 MILE NORTH-NORTHEAST OF REE HEIGHTS, ALONG
 PS0667'THE WEST SIDE OF A GRAVELED ROAD.  IT IS 33 FEET WEST OF
 PS0667'CENTERLINE OF ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE
 PS0667'AND ABOUT 300 FEET SOUTH OF CROSSROADS.  IT IS A STANDARD USGS
 PS0667'BENCH MARK SET IN AN 8X8 INCH SQUARE CONCRETE POST WHICH
 PS0667'PROJECTS 6 INCHES AND THE DISK IS STAMPED TT 12 C 1948.
 PS0667'
 PS0667'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PS0667'POST TO TT 12 C.  IT IS 22.706 METERS OR 74.49 FEET WEST-SOUTHWEST
 PS0667'OF THE STATION.
 PS0667'
 PS0667'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE ROAD
 PS0667'45 ABOUT 0.7 MILE NORTH OF MILLER, GO WEST ON HIGHWAY 14 FOR
 PS0667'4.7 MILES TO CROSSROADS (AND SIGN LAKE LOUISE) TURN RIGHT
 PS0667'(N) ON GRAVELED ROAD, 1.0 MILE TO CROSSROADS, TURN LEFT (W)
 PS0667'0.2 MILE, TURN RIGHT (N) 1.0 MILE TO CROSSROADS, TURN LEFT
 PS0667'(W) 1.0 MILE TO CROSSROADS AND SCHOOL HOUSE, TURN RIGHT (N)
 PS0667'7.9 MILES TO THE STATION ON THE LEFT JUST BEFORE REACHING
 PS0667'CROSSROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0058 ***********************************************************************
 NN0058  DESIGNATION -  TT 12 PB
 NN0058  PID         -  NN0058
 NN0058  STATE/COUNTY-  SD/CHARLES MIX
 NN0058  COUNTRY     -  US
 NN0058  USGS QUAD   -  LYNCH NE (2017)
 NN0058
 NN0058                         *CURRENT SURVEY CONTROL
 NN0058  ______________________________________________________________________
 NN0058* NAD 83(1986) POSITION- 42 53 37.94   (N) 098 18 33.32   (W)   HD_HELD1
 NN0058* NAVD 88 ORTHO HEIGHT -   377.069 (meters)     1237.10  (feet) ADJUSTED
 NN0058  ______________________________________________________________________
 NN0058  GEOID HEIGHT    -        -26.010 (meters)                     GEOID18
 NN0058  DYNAMIC HEIGHT  -        376.942 (meters)     1236.68  (feet) COMP
 NN0058  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 NN0058
 NN0058  VERT ORDER      -  SECOND    CLASS 0
 NN0058
 NN0058.The horizontal coordinates were determined by differentially corrected
 NN0058.hand held GPS observations or other comparable positioning techniques
 NN0058.and have an estimated accuracy of +/- 3 meters.
 NN0058
 NN0058.The orthometric height was determined by differential leveling and
 NN0058.adjusted by the NATIONAL GEODETIC SURVEY
 NN0058.in June 1991.
 NN0058
 NN0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0058.GEOID18 height accuracy estimate available here.
 NN0058
 NN0058.Click photographs - Photos may exist for this station.
 NN0058
 NN0058.The dynamic height is computed by dividing the NAVD 88
 NN0058.geopotential number by the normal gravity value computed on the
 NN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0058.degrees latitude (g = 980.6199 gals.).
 NN0058
 NN0058.The modeled gravity was interpolated from observed gravity values.
 NN0058
 NN0058;                    North         East    Units  Estimated Accuracy
 NN0058;SPC SD S     -    64,285.9     765,310.4     MT  (+/- 3 meters HH1 GPS) 
 NN0058
 NN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5639849260(NAD 83)
 NN0058
 NN0058                          SUPERSEDED SURVEY CONTROL
 NN0058
 NN0058  NGVD 29 (??/??/92)  376.812  (m)         1236.26   (f) ADJ UNCH    2 0
 NN0058
 NN0058.Superseded values are not recommended for survey control.
 NN0058
 NN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0058.See file dsdata.pdf to determine how the superseded data were derived.
 NN0058
 NN0058_MARKER: DD = SURVEY DISK
 NN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0058_STAMPING: TT 12 PB 1946 1236
 NN0058_MARK LOGO: USGS
 NN0058_PROJECTION: RECESSED 20 CENTIMETERS
 NN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0058+STABILITY: SURFACE MOTION
 NN0058
 NN0058  HISTORY     - Date     Condition        Report By
 NN0058  HISTORY     - 1946     MONUMENTED       USGS
 NN0058  HISTORY     - 1974     GOOD             NGS
 NN0058
 NN0058                          STATION DESCRIPTION
 NN0058
 NN0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NN0058'5.3 MI ESE FROM GREENWOOD.
 NN0058'1.3 MILES EAST ALONG A GRAVELED ROAD FROM THE SCHOOL BUILDING
 NN0058'IN GREENWOOD TO A ROAD FORKS, CONTINUE EAST SOUTHEASTERLY ON
 NN0058'THE MAIN ROAD FOR 4.0 MILES TO WHERE THE ROAD TURNS LEFT, EAST,
 NN0058'AND A DRIVEWAY ON THE RIGHT LEADS INTO THE FARMSTEAD OF MR.
 NN0058'HENRY REINSCHMIDT.  THE MARK IS 434 FEET NORTH OF THE EXTENDED
 NN0058'LINE OF THE NORTH WALL OF MR. REINSCHMIDTS HOUSE, 123 FEET NORTH
 NN0058'OF A TALL GATE POST AT THE NORTHEAST CORNER OF THE WOOD LOT,
 NN0058'50 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING TO THE NORTH,
 NN0058'1.0 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP
 NN0058'OF A CONCRETE POST 8-INCHES BELOW GROUND SURFACE.  A NEW
 NN0058'RIGHT-OF-WAY FENCE RUNNING NORTH AND SOUTH IS TO BE ERECTED
 NN0058'ALONG THE WEST SIDE OF THE ROAD AND WILL VERY LIKELY PASS OVER
 NN0058'THE MARK OR JUST TO THE WEST OF IT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5621 ***********************************************************************
 AC5621  DESIGNATION -  TT 12 RESET 2
 AC5621  PID         -  AC5621
 AC5621  STATE/COUNTY-  SD/CUSTER
 AC5621  COUNTRY     -  US
 AC5621  USGS QUAD   -  JEWEL CAVE (2017)
 AC5621
 AC5621                         *CURRENT SURVEY CONTROL
 AC5621  ______________________________________________________________________
 AC5621* NAD 83(1986) POSITION- 43 43 31.     (N) 103 51 55.     (W)   SCALED
 AC5621* NAVD 88 ORTHO HEIGHT -  1686.083 (meters)     5531.76  (feet) ADJUSTED
 AC5621  ______________________________________________________________________
 AC5621  GEOID HEIGHT    -        -13.427 (meters)                     GEOID18
 AC5621  DYNAMIC HEIGHT  -       1685.314 (meters)     5529.23  (feet) COMP
 AC5621  MODELED GRAVITY -    980,101.1   (mgal)                       NAVD 88
 AC5621
 AC5621  VERT ORDER      -  FIRST     CLASS II
 AC5621
 AC5621.The horizontal coordinates were scaled from a map and have
 AC5621.an estimated accuracy of +/- 6 seconds.
 AC5621
 AC5621.The orthometric height was determined by differential leveling and
 AC5621.adjusted by the NATIONAL GEODETIC SURVEY
 AC5621.in October 1997.
 AC5621
 AC5621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5621.GEOID18 height accuracy estimate available here.
 AC5621
 AC5621.Click photographs - Photos may exist for this station.
 AC5621
 AC5621.The dynamic height is computed by dividing the NAVD 88
 AC5621.geopotential number by the normal gravity value computed on the
 AC5621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5621.degrees latitude (g = 980.6199 gals.).
 AC5621
 AC5621.The modeled gravity was interpolated from observed gravity values.
 AC5621
 AC5621;                    North         East    Units  Estimated Accuracy
 AC5621;SPC SD S     -   160,680.      315,520.      MT  (+/- 180 meters Scaled)
 AC5621
 AC5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ913419(NAD 83)
 AC5621
 AC5621                          SUPERSEDED SURVEY CONTROL
 AC5621
 AC5621.No superseded survey control is available for this station.
 AC5621
 AC5621_MARKER: DD = SURVEY DISK
 AC5621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5621_STAMPING: TT 12 RESET 2 1993
 AC5621_MARK LOGO: USGS
 AC5621_PROJECTION: FLUSH
 AC5621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5621+STABILITY: SURFACE MOTION
 AC5621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5621+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5621
 AC5621  HISTORY     - Date     Condition        Report By
 AC5621  HISTORY     - 1993     MONUMENTED       USGS
 AC5621  HISTORY     - 19950418 GOOD             NGS
 AC5621
 AC5621                          STATION DESCRIPTION
 AC5621
 AC5621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5621'25.8 KM (16.05 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5621'IN CUSTER, 152.0 M (498.7 FT) WEST OF MILEPOST 11, 108.8 M (357.0 FT)
 AC5621'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 30.3 M (99.4 FT) SOUTHEAST
 AC5621'OF THE HIGHWAY CENTERLINE, 15.6 M (51.2 FT) SOUTHEAST OF THE SOUTHEAST
 AC5621'END OF A CULVERT UNDER THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 AC5621'THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND
 AC5621'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0273 ***********************************************************************
 PU0273  DESIGNATION -  TT 13 CRS
 PU0273  PID         -  PU0273
 PU0273  STATE/COUNTY-  SD/MEADE
 PU0273  COUNTRY     -  US
 PU0273  USGS QUAD   -  HOWES (2017)
 PU0273
 PU0273                         *CURRENT SURVEY CONTROL
 PU0273  ______________________________________________________________________
 PU0273* NAD 83(1986) POSITION- 44 35 52.     (N) 102 01 33.     (W)   SCALED
 PU0273* NAVD 88 ORTHO HEIGHT -   735.267 (meters)     2412.29  (feet) ADJUSTED
 PU0273  ______________________________________________________________________
 PU0273  GEOID HEIGHT    -        -19.900 (meters)                     GEOID18
 PU0273  DYNAMIC HEIGHT  -        735.093 (meters)     2411.72  (feet) COMP
 PU0273  MODELED GRAVITY -    980,357.6   (mgal)                       NAVD 88
 PU0273
 PU0273  VERT ORDER      -  SECOND    CLASS 0
 PU0273
 PU0273.The horizontal coordinates were scaled from a map and have
 PU0273.an estimated accuracy of +/- 6 seconds.
 PU0273
 PU0273.The orthometric height was determined by differential leveling and
 PU0273.adjusted by the NATIONAL GEODETIC SURVEY
 PU0273.in June 1991.
 PU0273
 PU0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0273.GEOID18 height accuracy estimate available here.
 PU0273
 PU0273.Click photographs - Photos may exist for this station.
 PU0273
 PU0273.The dynamic height is computed by dividing the NAVD 88
 PU0273.geopotential number by the normal gravity value computed on the
 PU0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0273.degrees latitude (g = 980.6199 gals.).
 PU0273
 PU0273.The modeled gravity was interpolated from observed gravity values.
 PU0273
 PU0273;                    North         East    Units  Estimated Accuracy
 PU0273;SPC SD N     -    86,960.      439,180.      MT  (+/- 180 meters Scaled)
 PU0273
 PU0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK360425(NAD 83)
 PU0273
 PU0273                          SUPERSEDED SURVEY CONTROL
 PU0273
 PU0273  NGVD 29 (??/??/92)  734.809  (m)         2410.79   (f) ADJ UNCH    2 0
 PU0273
 PU0273.Superseded values are not recommended for survey control.
 PU0273
 PU0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0273.See file dsdata.pdf to determine how the superseded data were derived.
 PU0273
 PU0273_MARKER: DB = BENCH MARK DISK
 PU0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0273_STAMPING: TT 13 CRS 1950
 PU0273_MARK LOGO: USGS
 PU0273_PROJECTION: FLUSH
 PU0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0273+STABILITY: SURFACE MOTION
 PU0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0273+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0273
 PU0273  HISTORY     - Date     Condition        Report By
 PU0273  HISTORY     - 1950     MONUMENTED       USGS
 PU0273  HISTORY     - 1963     GOOD             CGS
 PU0273  HISTORY     - 19950605 GOOD             NGS
 PU0273
 PU0273                          STATION DESCRIPTION
 PU0273
 PU0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0273'2.2 MI SE FROM HOWES.
 PU0273'0.1 MILE SOUTH ALONG STATE HIGHWAY 73 FROM THE STORE AND POST
 PU0273'OFFICE AT HOWES, THENCE 0.45 MILE EAST ALONG STATE HIGHWAYS 73
 PU0273'AND 34, THENCE 1.65 MILES SOUTHEAST ALONG A GRAVELED ROAD, 42
 PU0273'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.1 MILE NORTHWEST
 PU0273'OF A T FENCE CORNER, 2 FEET NORTHEAST OF THE ROAD, 0.1 MILE
 PU0273'NORTHWEST OF A T FENCE CORNER, 2 FEET NORTHEAST OF A FENCE, 1.0
 PU0273'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU0273'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0273'2 INCHES.
 PU0273
 PU0273                          STATION RECOVERY (1995)
 PU0273
 PU0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0273'0.8 KM (0.50 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU0273'STATE HIGHWAY 73 IN HOWES, THENCE 2.6 KM (1.60 MI) SOUTHERLY ALONG
 PU0273'COUNTY ROAD 41 S, 14.0 M (45.9 FT) SOUTHWEST OF THE ROAD CENTER, 0.7 M
 PU0273'(2.3 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU0273'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2212 ***********************************************************************
 PU2212  DESIGNATION -  TT 13 GB
 PU2212  PID         -  PU2212
 PU2212  STATE/COUNTY-  SD/MEADE
 PU2212  COUNTRY     -  US
 PU2212  USGS QUAD   -  OWANKA NW (2017)
 PU2212
 PU2212                         *CURRENT SURVEY CONTROL
 PU2212  ______________________________________________________________________
 PU2212* NAD 83(1996) POSITION- 44 14 41.17932(N) 102 43 42.85006(W)   ADJUSTED
 PU2212* NAVD 88 ORTHO HEIGHT -   811.15  (+/-2cm)     2661.2   (feet) VERTCON3
 PU2212  ______________________________________________________________________
 PU2212  GEOID HEIGHT    -        -17.947 (meters)                     GEOID18
 PU2212  LAPLACE CORR    -         -7.73  (seconds)                    DEFLEC18
 PU2212  HORZ ORDER      -  SECOND
 PU2212  VERT ORDER      -  THIRD ? (See Below)
 PU2212
 PU2212.The horizontal coordinates were established by classical geodetic methods
 PU2212.and adjusted by the National Geodetic Survey in January 1998.
 PU2212
 PU2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2212
 PU2212.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2212.GEOID18 height accuracy estimate available here.
 PU2212
 PU2212.The vertical order pertains to the NGVD 29 superseded value.
 PU2212
 PU2212.Click photographs - Photos may exist for this station.
 PU2212
 PU2212.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2212
 PU2212. The following values were computed from the NAD 83(1996) position.
 PU2212
 PU2212;                    North         East     Units Scale Factor Converg.
 PU2212;SPC SD N     -    49,393.224   382,086.677   MT  1.00003736   -1 55 52.0
 PU2212;SPC SD N     -   162,050.94  1,253,562.71   sFT  1.00003736   -1 55 52.0
 PU2212;SPC SD S     -   215,109.690   408,711.700   MT  0.99996663   -1 39 08.5
 PU2212;SPC SD S     -   705,739.04  1,340,914.97   sFT  0.99996663   -1 39 08.5
 PU2212;UTM  13      - 4,901,568.659   681,360.896   MT  1.00000453   +1 35 07.0
 PU2212
 PU2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2212!SPC SD N     -   0.99987564  x   1.00003736  =   0.99991300
 PU2212!SPC SD S     -   0.99987564  x   0.99996663  =   0.99984228
 PU2212!UTM  13      -   0.99987564  x   1.00000453  =   0.99988017
 PU2212
 PU2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8136001568(NAD 83)
 PU2212
 PU2212                          SUPERSEDED SURVEY CONTROL
 PU2212
 PU2212  NAD 83(1993)-  44 14 41.17153(N)    102 43 42.85164(W) AD(       ) 2
 PU2212  NAD 83(1986)-  44 14 41.17218(N)    102 43 42.85376(W) AD(       ) 2
 PU2212  NAD 27      -  44 14 41.22900(N)    102 43 41.25500(W) AD(       ) 2
 PU2212  NGVD 29             810.69   (m)         2659.7    (f) LEVELING    3  
 PU2212
 PU2212.Superseded values are not recommended for survey control.
 PU2212
 PU2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2212.See file dsdata.pdf to determine how the superseded data were derived.
 PU2212
 PU2212_MARKER: DB = BENCH MARK DISK
 PU2212_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2212_STAMPING: TT 13 GB 1950
 PU2212_MARK LOGO: USGS
 PU2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2212
 PU2212  HISTORY     - Date     Condition        Report By
 PU2212  HISTORY     - 1950     MONUMENTED       USGS
 PU2212
 PU2212                          STATION DESCRIPTION
 PU2212
 PU2212'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2212'THE STATION IS LOCATED ON A GRADED ROAD RIGHT-OF-WAY, ABOUT 12
 PU2212'MILES NORTHEAST OF NEW UNDERWOOD, ABOUT 2 MILES NORTH OF ELK
 PU2212'CREEK, 28 FEET EAST OF THE CENTER OF THE GRADED ROAD, AND 2 FEET
 PU2212'SOUTH OF A WITNESS POST.
 PU2212'
 PU2212'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND
 PU2212'16 AND THE MAIN STREET NORTH OF THE BUSINESS DISTRICT IN NEW
 PU2212'UNDERWOOD, GO EAST ON HIGHWAY 14 AND 16 FOR 0.35 MILE TO A SIDE
 PU2212'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 PU2212'8.25 MILES TO A FORK JUST AFTER PASSING THE VIEWFIELD STORE AND
 PU2212'CHURCH ON THE RIGHT.  BEAR RIGHT AND GO EAST ON A GRADED ROAD
 PU2212'FOR 5.15 MILES TO THE POINT WHERE THE MAIN ROAD TURNS LEFT.
 PU2212'TURN LEFT AND GO NORTH FOR 1.0 MILE TO A CROSS ROAD AND A SCHOOL
 PU2212'ON THE LEFT.  CONTINUE NORTH FOR 0.9 MILE TO TRIANGULATION
 PU2212'STATION ELK ON THE LEFT.  CONTINUE NORTH FOR 0.4 MILE TO THE
 PU2212'STATION MARK ON THE RIGHT.
 PU2212'
 PU2212'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 PU2212'THE TOP OF A 6-INCH CONCRETE CYLINDER PROJECTING 3 INCHES.  THE
 PU2212'DISK IS STAMPED TT 13 GB 1950.
 PU2212'
 PU2212'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ELK,
 PU2212'AND THE DISTANCE WAS FOUND TO BE (2103.66 FEET) 641.198 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5618 ***********************************************************************
 AC5618  DESIGNATION -  TT 13 MT RESET
 AC5618  PID         -  AC5618
 AC5618  STATE/COUNTY-  SD/CUSTER
 AC5618  COUNTRY     -  US
 AC5618  USGS QUAD   -  JEWEL CAVE NW (2017)
 AC5618
 AC5618                         *CURRENT SURVEY CONTROL
 AC5618  ______________________________________________________________________
 AC5618* NAD 83(1986) POSITION- 43 43 39.     (N) 103 53 14.     (W)   SCALED
 AC5618* NAVD 88 ORTHO HEIGHT -  1584.885 (meters)     5199.74  (feet) ADJUSTED
 AC5618  ______________________________________________________________________
 AC5618  GEOID HEIGHT    -        -13.445 (meters)                     GEOID18
 AC5618  DYNAMIC HEIGHT  -       1584.158 (meters)     5197.36  (feet) COMP
 AC5618  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 AC5618
 AC5618  VERT ORDER      -  FIRST     CLASS II
 AC5618
 AC5618.The horizontal coordinates were scaled from a map and have
 AC5618.an estimated accuracy of +/- 6 seconds.
 AC5618
 AC5618.The orthometric height was determined by differential leveling and
 AC5618.adjusted by the NATIONAL GEODETIC SURVEY
 AC5618.in October 1997.
 AC5618
 AC5618.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5618.GEOID18 height accuracy estimate available here.
 AC5618
 AC5618.Click photographs - Photos may exist for this station.
 AC5618
 AC5618.The dynamic height is computed by dividing the NAVD 88
 AC5618.geopotential number by the normal gravity value computed on the
 AC5618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5618.degrees latitude (g = 980.6199 gals.).
 AC5618
 AC5618.The modeled gravity was interpolated from observed gravity values.
 AC5618
 AC5618;                    North         East    Units  Estimated Accuracy
 AC5618;SPC SD S     -   161,010.      313,770.      MT  (+/- 180 meters Scaled)
 AC5618
 AC5618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ896422(NAD 83)
 AC5618
 AC5618                          SUPERSEDED SURVEY CONTROL
 AC5618
 AC5618.No superseded survey control is available for this station.
 AC5618
 AC5618_MARKER: I = METAL ROD
 AC5618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5618_STAMPING: TT 13 MT RESET 1993
 AC5618_MARK LOGO: NGS
 AC5618_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5618+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5618
 AC5618  HISTORY     - Date     Condition        Report By
 AC5618  HISTORY     - 1993     MONUMENTED       NGS
 AC5618  HISTORY     - 19950418 GOOD             NGS
 AC5618
 AC5618                          STATION DESCRIPTION
 AC5618
 AC5618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5618'27.8 KM (17.25 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5618'IN CUSTER, 499.0 M (1637.1 FT) WEST OF MILEPOST 10, 197.7 M (648.6 FT)
 AC5618'WEST OF THE EXTENDED CENTER OF A FOREST SERVICE ROAD LEADING TO TEPEE
 AC5618'CANYON, 129.1 M (423.6 FT) SOUTHWEST OF BENCH MARK 16 009.74, 27.4 M
 AC5618'(89.9 FT) WEST OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD, 27.4 M
 AC5618'(89.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE
 AC5618'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 AC5618'FENCE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST. NOTE--ACCESS TO THE
 AC5618'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC5618'MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE ROD DEPTH IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0055 ***********************************************************************
 NN0055  DESIGNATION -  TT 13 PB
 NN0055  PID         -  NN0055
 NN0055  STATE/COUNTY-  SD/CHARLES MIX
 NN0055  COUNTRY     -  US
 NN0055  USGS QUAD   -  LYNCH NE (2017)
 NN0055
 NN0055                         *CURRENT SURVEY CONTROL
 NN0055  ______________________________________________________________________
 NN0055* NAD 83(1986) POSITION- 42 54 27.87   (N) 098 19 45.05   (W)   HD_HELD1
 NN0055* NAVD 88 ORTHO HEIGHT -   390.687 (meters)     1281.78  (feet) ADJUSTED
 NN0055  ______________________________________________________________________
 NN0055  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 NN0055  DYNAMIC HEIGHT  -        390.555 (meters)     1281.35  (feet) COMP
 NN0055  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 NN0055
 NN0055  VERT ORDER      -  SECOND    CLASS 0
 NN0055
 NN0055.The horizontal coordinates were determined by differentially corrected
 NN0055.hand held GPS observations or other comparable positioning techniques
 NN0055.and have an estimated accuracy of +/- 3 meters.
 NN0055
 NN0055.The orthometric height was determined by differential leveling and
 NN0055.adjusted by the NATIONAL GEODETIC SURVEY
 NN0055.in June 1991.
 NN0055
 NN0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0055.GEOID18 height accuracy estimate available here.
 NN0055
 NN0055.Click photographs - Photos may exist for this station.
 NN0055
 NN0055.The dynamic height is computed by dividing the NAVD 88
 NN0055.geopotential number by the normal gravity value computed on the
 NN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0055.degrees latitude (g = 980.6199 gals.).
 NN0055
 NN0055.The modeled gravity was interpolated from observed gravity values.
 NN0055
 NN0055;                    North         East    Units  Estimated Accuracy
 NN0055;SPC SD S     -    65,786.8     763,646.2     MT  (+/- 3 meters HH1 GPS) 
 NN0055
 NN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5475950787(NAD 83)
 NN0055
 NN0055                          SUPERSEDED SURVEY CONTROL
 NN0055
 NN0055  NGVD 29 (??/??/92)  390.424  (m)         1280.92   (f) ADJ UNCH    2 0
 NN0055
 NN0055.Superseded values are not recommended for survey control.
 NN0055
 NN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0055.See file dsdata.pdf to determine how the superseded data were derived.
 NN0055
 NN0055_MARKER: DD = SURVEY DISK
 NN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0055_STAMPING: TT 13 PB 1946 1281
 NN0055_MARK LOGO: USGS
 NN0055_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0055+STABILITY: SURFACE MOTION
 NN0055
 NN0055  HISTORY     - Date     Condition        Report By
 NN0055  HISTORY     - 1946     MONUMENTED       USGS
 NN0055  HISTORY     - 1949     GOOD             CGS
 NN0055
 NN0055                          STATION DESCRIPTION
 NN0055
 NN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0055'3.6 MI ESE FROM GREENWOOD.
 NN0055'1.7 MILES EAST ALONG A GRAVEL ROAD FROM THE YANKTON INDIAN
 NN0055'AGENCY AT GREENWOOD, THENCE 2.2 MILES SOUTHEAST ALONG A GRAVEL
 NN0055'ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING WEST
 NN0055'AND SOUTH, 128.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NN0055'59.0 FEET WEST OF THE CENTER LINE OF A SECTION LINE ROAD LEADING
 NN0055'NORTH, 12.0 FEET WEST OF THE CENTER LINE OF A GATE, 1.8 FEET
 NN0055'SOUTH OF A FENCE, 1.0 FEET EAST OF A REFERENCE POST, SET IN
 NN0055'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1010 ***********************************************************************
 PT1010  DESIGNATION -  TT 14 B
 PT1010  PID         -  PT1010
 PT1010  STATE/COUNTY-  SD/HUGHES
 PT1010  COUNTRY     -  US
 PT1010  USGS QUAD   -  CANNING NW (2017)
 PT1010
 PT1010                         *CURRENT SURVEY CONTROL
 PT1010  ______________________________________________________________________
 PT1010* NAD 83(1996) POSITION- 44 23 47.36619(N) 100 07 42.04354(W)   ADJUSTED
 PT1010* NAVD 88 ORTHO HEIGHT -   535.10  (+/-2cm)     1755.6   (feet) VERTCON3
 PT1010  ______________________________________________________________________
 PT1010  GEOID HEIGHT    -        -23.626 (meters)                     GEOID18
 PT1010  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 PT1010  HORZ ORDER      -  SECOND
 PT1010  VERT ORDER      -  THIRD ? (See Below)
 PT1010
 PT1010.The horizontal coordinates were established by classical geodetic methods
 PT1010.and adjusted by the National Geodetic Survey in January 1998.
 PT1010
 PT1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1010
 PT1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1010.GEOID18 height accuracy estimate available here.
 PT1010
 PT1010.The vertical order pertains to the NGVD 29 superseded value.
 PT1010
 PT1010.Click photographs - Photos may exist for this station.
 PT1010
 PT1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1010
 PT1010. The following values were computed from the NAD 83(1996) position.
 PT1010
 PT1010;                    North         East     Units Scale Factor Converg.
 PT1010;SPC SD S     -   229,229.805   616,331.385   MT  0.99999916   +0 08 29.1
 PT1010;SPC SD S     -   752,064.79  2,022,080.55   sFT  0.99999916   +0 08 29.1
 PT1010;UTM  14      - 4,916,530.790   410,140.389   MT  0.99969930   -0 47 22.1
 PT1010
 PT1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1010!SPC SD S     -   0.99991981  x   0.99999916  =   0.99991897
 PT1010!UTM  14      -   0.99991981  x   0.99969930  =   0.99961913
 PT1010
 PT1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1014016530(NAD 83)
 PT1010
 PT1010                          SUPERSEDED SURVEY CONTROL
 PT1010
 PT1010  NAD 83(1986)-  44 23 47.36238(N)    100 07 42.04764(W) AD(       ) 2
 PT1010  NAD 27      -  44 23 47.42300(N)    100 07 40.59300(W) AD(       ) 2
 PT1010  NGVD 29             534.72   (m)         1754.3    (f) LEVELING    3  
 PT1010
 PT1010.Superseded values are not recommended for survey control.
 PT1010
 PT1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1010.See file dsdata.pdf to determine how the superseded data were derived.
 PT1010
 PT1010_MARKER: DD = SURVEY DISK
 PT1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1010_STAMPING: 1754 TT 14 B 1934
 PT1010_MARK LOGO: USGS
 PT1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1010+STABILITY: SURFACE MOTION
 PT1010
 PT1010  HISTORY     - Date     Condition        Report By
 PT1010  HISTORY     - 1951     MONUMENTED       USGS
 PT1010  HISTORY     - 1966     GOOD             CGS
 PT1010  HISTORY     - 1981     GOOD             NGS
 PT1010
 PT1010                          STATION DESCRIPTION
 PT1010
 PT1010'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 PT1010'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF BLUNT AND
 PT1010'4-1/2 MILES WEST OF CANNING IN TRIANGLE FORMED BE CROSS ROADS.
 PT1010'STATION IS 44 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT
 PT1010'ROAD AND 38 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT
 PT1010'ROAD.  THE MARK IS AN 8 X 8 CONCRETE POST WHICH PROJECTS ABOUT
 PT1010'8 INCHES AND THE DISK IS STAMPED 1754 TT 14 B 1934.
 PT1010'
 PT1010'TO REACH FROM THE RAILROAD CROSSING JUST EAST OF THE DEPOT
 PT1010'IN CANNING GO NORTH FOR 0.05 MILE TO CROSS ROADS.  TURN LEFT
 PT1010'AND GO WEST ON MAIN GRAVEL ROAD FOR 4.8 MILES TO CROSS ROADS
 PT1010'AND STATION AS DESCRIBED.
 PT1010'
 PT1010'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 PT1010'STATION POWERS AND THE DISTANCE IS 41.756 METERS, 136.99 FEET,
 PT1010'WEST NORTHWEST.
 PT1010
 PT1010                          STATION RECOVERY (1966)
 PT1010
 PT1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 PT1010'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PT1010'
 PT1010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MI SW
 PT1010'OF BLUNT
 PT1010
 PT1010                          STATION RECOVERY (1981)
 PT1010
 PT1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1010'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1951
 PT1010'DESCRIPTIVE TEXT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0466 ***********************************************************************
 PS0466  DESIGNATION -  TT 14 D
 PS0466  PID         -  PS0466
 PS0466  STATE/COUNTY-  SD/LYMAN
 PS0466  COUNTRY     -  US
 PS0466  USGS QUAD   -  LOWER BRULE (2017)
 PS0466
 PS0466                         *CURRENT SURVEY CONTROL
 PS0466  ______________________________________________________________________
 PS0466* NAD 83(1986) POSITION- 44 05 28.71   (N) 099 34 32.39   (W)   HD_HELD1
 PS0466* NAVD 88 ORTHO HEIGHT -   422.221 (meters)     1385.24  (feet) ADJUSTED
 PS0466  ______________________________________________________________________
 PS0466  GEOID HEIGHT    -        -24.652 (meters)                     GEOID18
 PS0466  DYNAMIC HEIGHT  -        422.124 (meters)     1384.92  (feet) COMP
 PS0466  MODELED GRAVITY -    980,377.2   (mgal)                       NAVD 88
 PS0466
 PS0466  VERT ORDER      -  FIRST     CLASS II
 PS0466
 PS0466.The horizontal coordinates were determined by differentially corrected
 PS0466.hand held GPS observations or other comparable positioning techniques
 PS0466.and have an estimated accuracy of +/- 3 meters.
 PS0466
 PS0466.The orthometric height was determined by differential leveling and
 PS0466.adjusted by the NATIONAL GEODETIC SURVEY
 PS0466.in June 1991.
 PS0466
 PS0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0466.GEOID18 height accuracy estimate available here.
 PS0466
 PS0466.Click photographs - Photos may exist for this station.
 PS0466
 PS0466.The dynamic height is computed by dividing the NAVD 88
 PS0466.geopotential number by the normal gravity value computed on the
 PS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0466.degrees latitude (g = 980.6199 gals.).
 PS0466
 PS0466.The modeled gravity was interpolated from observed gravity values.
 PS0466
 PS0466;                    North         East    Units  Estimated Accuracy
 PS0466;SPC SD S     -   195,576.5     660,672.1     MT  (+/- 3 meters HH1 GPS) 
 PS0466
 PS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP5391782175(NAD 83)
 PS0466
 PS0466                          SUPERSEDED SURVEY CONTROL
 PS0466
 PS0466  NGVD 29 (??/??/92)  421.89   (m)         1384.2    (f) COMPUTED    1 2
 PS0466
 PS0466.Superseded values are not recommended for survey control.
 PS0466
 PS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0466.See file dsdata.pdf to determine how the superseded data were derived.
 PS0466
 PS0466_MARKER: DD = SURVEY DISK
 PS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0466_STAMPING: TT 14 D 1946 1384
 PS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0466+STABILITY: SURFACE MOTION
 PS0466
 PS0466  HISTORY     - Date     Condition        Report By
 PS0466  HISTORY     - 1946     MONUMENTED       USGS
 PS0466  HISTORY     - 1949     GOOD             CGS
 PS0466
 PS0466                          STATION DESCRIPTION
 PS0466
 PS0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0466'1.3 MI N FROM LOWER BRULE.
 PS0466'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0466'LOWER BRULE, 0.1 MILE NORTH OF A TURN WITH TANGENTS LEADING EAST
 PS0466'AND NORTH, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 37 FEET
 PS0466'SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE, 40 FEET SOUTH OF A
 PS0466'CORNER FENCE POST, IN LINE WITH THE WEST RIGHT-OF-WAY FENCE, ON
 PS0466'TOP OF A CUT BANK, 1.4 FEET NORTH OF A REFERENCE POST, SET IN
 PS0466'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0208 ***********************************************************************
 OS0208  DESIGNATION -  TT 14 JCL
 OS0208  PID         -  OS0208
 OS0208  STATE/COUNTY-  SD/JONES
 OS0208  COUNTRY     -  US
 OS0208  USGS QUAD   -  OKATON (2017)
 OS0208
 OS0208                         *CURRENT SURVEY CONTROL
 OS0208  ______________________________________________________________________
 OS0208* NAD 83(1986) POSITION- 43 52 50.60   (N) 100 53 07.08   (W)   HD_HELD1
 OS0208* NAVD 88 ORTHO HEIGHT -   713.575 (meters)     2341.12  (feet) ADJUSTED
 OS0208  ______________________________________________________________________
 OS0208  GEOID HEIGHT    -        -23.698 (meters)                     GEOID18
 OS0208  DYNAMIC HEIGHT  -        713.338 (meters)     2340.34  (feet) COMP
 OS0208  MODELED GRAVITY -    980,263.7   (mgal)                       NAVD 88
 OS0208
 OS0208  VERT ORDER      -  FIRST     CLASS II
 OS0208
 OS0208.The horizontal coordinates were determined by differentially corrected
 OS0208.hand held GPS observations or other comparable positioning techniques
 OS0208.and have an estimated accuracy of +/- 3 meters.
 OS0208
 OS0208.The orthometric height was determined by differential leveling and
 OS0208.adjusted by the NATIONAL GEODETIC SURVEY
 OS0208.in June 1991.
 OS0208
 OS0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0208.GEOID18 height accuracy estimate available here.
 OS0208
 OS0208.Click photographs - Photos may exist for this station.
 OS0208
 OS0208.The dynamic height is computed by dividing the NAVD 88
 OS0208.geopotential number by the normal gravity value computed on the
 OS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0208.degrees latitude (g = 980.6199 gals.).
 OS0208
 OS0208.The modeled gravity was interpolated from observed gravity values.
 OS0208
 OS0208;                    North         East    Units  Estimated Accuracy
 OS0208;SPC SD S     -   172,050.2     555,644.3     MT  (+/- 3 meters HH1 GPS) 
 OS0208
 OS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP4854460352(NAD 83)
 OS0208
 OS0208                          SUPERSEDED SURVEY CONTROL
 OS0208
 OS0208  NGVD 29 (??/??/92)  713.107  (m)         2339.59   (f) ADJ UNCH    1 2
 OS0208
 OS0208.Superseded values are not recommended for survey control.
 OS0208
 OS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0208.See file dsdata.pdf to determine how the superseded data were derived.
 OS0208
 OS0208_MARKER: DD = SURVEY DISK
 OS0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0208_STAMPING: TT 14 JCL 1948
 OS0208_MARK LOGO: USGS
 OS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0208+STABILITY: SURFACE MOTION
 OS0208
 OS0208  HISTORY     - Date     Condition        Report By
 OS0208  HISTORY     - 1948     MONUMENTED       USGS
 OS0208  HISTORY     - 1962     GOOD             CGS
 OS0208  HISTORY     - 1985     POOR             NGS
 OS0208
 OS0208                          STATION DESCRIPTION
 OS0208
 OS0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0208'0.5 MI SE FROM OKATON.
 OS0208'ABOUT 0.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0208'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, 14 1/2
 OS0208'POLES NORTHWEST OF MILE POST 526, 61 FEET SOUTHWEST OF THE
 OS0208'SOUTHWEST RAIL, 63 FEET SOUTHWEST OF THE CENTER OF A ROAD
 OS0208'CROSSING, 12 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A
 OS0208'FENCE, 0.7 FEET WEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW
 OS0208'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0208'PROJECTING 4 INCHES.
 OS0208
 OS0208                          STATION RECOVERY (1985)
 OS0208
 OS0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0208'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2189 ***********************************************************************
 PU2189  DESIGNATION -  TT 14 RM
 PU2189  PID         -  PU2189
 PU2189  STATE/COUNTY-  SD/MEADE
 PU2189  COUNTRY     -  US
 PU2189  USGS QUAD   -  DALZELL NE (2017)
 PU2189
 PU2189                         *CURRENT SURVEY CONTROL
 PU2189  ______________________________________________________________________
 PU2189* NAD 83(1996) POSITION- 44 23 14.41109(N) 102 20 30.24083(W)   ADJUSTED
 PU2189* NAVD 88 ORTHO HEIGHT -   731.38  (+/-2cm)     2399.5   (feet) VERTCON3
 PU2189  ______________________________________________________________________
 PU2189  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 PU2189  LAPLACE CORR    -         -6.50  (seconds)                    DEFLEC18
 PU2189  HORZ ORDER      -  SECOND
 PU2189  VERT ORDER      -  THIRD ? (See Below)
 PU2189
 PU2189.The horizontal coordinates were established by classical geodetic methods
 PU2189.and adjusted by the National Geodetic Survey in January 1998.
 PU2189
 PU2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2189
 PU2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2189.GEOID18 height accuracy estimate available here.
 PU2189
 PU2189.The vertical order pertains to the NGVD 29 superseded value.
 PU2189
 PU2189.Click photographs - Photos may exist for this station.
 PU2189
 PU2189.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2189
 PU2189. The following values were computed from the NAD 83(1996) position.
 PU2189
 PU2189;                    North         East     Units Scale Factor Converg.
 PU2189;SPC SD N     -    64,260.982   413,429.624   MT  1.00000575   -1 39 26.4
 PU2189;SPC SD N     -   210,829.57  1,356,393.69   sFT  1.00000575   -1 39 26.4
 PU2189;UTM  13      - 4,918,331.966   711,734.479   MT  1.00015137   +1 51 36.6
 PU2189
 PU2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2189!SPC SD N     -   0.99988833  x   1.00000575  =   0.99989408
 PU2189!UTM  13      -   0.99988833  x   1.00015137  =   1.00003968
 PU2189
 PU2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1173418331(NAD 83)
 PU2189
 PU2189                          SUPERSEDED SURVEY CONTROL
 PU2189
 PU2189  NAD 83(1993)-  44 23 14.40308(N)    102 20 30.24159(W) AD(       ) 2
 PU2189  NAD 83(1986)-  44 23 14.40310(N)    102 20 30.24162(W) AD(       ) 2
 PU2189  NAD 27      -  44 23 14.45700(N)    102 20 28.65300(W) AD(       ) 2
 PU2189  NGVD 29             730.94   (m)         2398.1    (f) LEVELING    3  
 PU2189
 PU2189.Superseded values are not recommended for survey control.
 PU2189
 PU2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2189.See file dsdata.pdf to determine how the superseded data were derived.
 PU2189
 PU2189_MARKER: DB = BENCH MARK DISK
 PU2189_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2189_STAMPING: TT 14 RM 1950
 PU2189_MARK LOGO: USGS
 PU2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2189
 PU2189  HISTORY     - Date     Condition        Report By
 PU2189  HISTORY     - 1950     MONUMENTED       USGS
 PU2189
 PU2189                          STATION DESCRIPTION
 PU2189
 PU2189'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2189'THE STATION IS LOCATED ON A GRAVELED ROAD RIGHT-OF-WAY, ABOUT
 PU2189'15 MILES SOUTHEAST OF WHITE OWL, ABOUT 10.5 MILES NORTHEAST OF
 PU2189'ELM SPRINGS, ABOUT 2 MILES SOUTHEAST OF THE CHEYENNE RIVER*, 50
 PU2189'FEET NORTH OF A GATE POST, 27 FEET WEST OF THE CENTER OF THE
 PU2189'GRAVELED ROAD, AND 2 FEET EAST OF A WIRE FENCE.
 PU2189'
 PU2189'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 PU2189'STORE AND POST OFFICE IN ELM SPRINGS, GO EAST ON A GRAVELED
 PU2189'ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST, NORTH,
 PU2189'AND EAST ON THE MAIN GRAVELED ROAD FOR 9.45 MILES TO THE POINT
 PU2189'WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO NORTH FOR
 PU2189'100 FEET TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 PU2189'AND EAST FOR 1.15 MILES TO A CATTLE GUARD.  CONTINUE EAST AND
 PU2189'NORTH FOR 0.75 MILE TO A CATTLE GUARD AND THE STATION ON THE
 PU2189'LEFT.
 PU2189'
 PU2189'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 PU2189'THE TOP OF A 6-INCH CONCRETE CYLINDER PROJECTING 5 INCHES, AND
 PU2189'THE DISK IS STAMPED 14 R.M. 1950 TT.
 PU2189'
 PU2189'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PEDRO 2
 PU2189'E (USGS), AND THE DISTANCE WAS FOUND TO BE (978.24 FEET)
 PU2189'298.169 METERS.
 PU2189'
 PU2189'OFFICE NOTE--APPARENTLY BELLE FOURCHE RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0037 ***********************************************************************
 NN0037  DESIGNATION -  TT 15 PB
 NN0037  PID         -  NN0037
 NN0037  STATE/COUNTY-  SD/CHARLES MIX
 NN0037  COUNTRY     -  US
 NN0037  USGS QUAD   -  LYNCH NE (2017)
 NN0037
 NN0037                         *CURRENT SURVEY CONTROL
 NN0037  ______________________________________________________________________
 NN0037* NAD 83(1996) POSITION- 42 56 06.44603(N) 098 19 43.35974(W)   ADJUSTED
 NN0037* NAVD 88 ORTHO HEIGHT -   434.873 (meters)     1426.75  (feet) ADJUSTED
 NN0037  ______________________________________________________________________
 NN0037  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 NN0037  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 NN0037  DYNAMIC HEIGHT  -        434.727 (meters)     1426.27  (feet) COMP
 NN0037  MODELED GRAVITY -    980,271.9   (mgal)                       NAVD 88
 NN0037
 NN0037  HORZ ORDER      -  SECOND
 NN0037  VERT ORDER      -  SECOND    CLASS 0
 NN0037
 NN0037.The horizontal coordinates were established by classical geodetic methods
 NN0037.and adjusted by the National Geodetic Survey in January 1998.
 NN0037
 NN0037.The orthometric height was determined by differential leveling and
 NN0037.adjusted by the NATIONAL GEODETIC SURVEY
 NN0037.in June 1991.
 NN0037
 NN0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0037.GEOID18 height accuracy estimate available here.
 NN0037
 NN0037.Click photographs - Photos may exist for this station.
 NN0037
 NN0037.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0037
 NN0037.The dynamic height is computed by dividing the NAVD 88
 NN0037.geopotential number by the normal gravity value computed on the
 NN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0037.degrees latitude (g = 980.6199 gals.).
 NN0037
 NN0037.The modeled gravity was interpolated from observed gravity values.
 NN0037
 NN0037. The following values were computed from the NAD 83(1996) position.
 NN0037
 NN0037;                    North         East     Units Scale Factor Converg.
 NN0037;SPC SD S     -    68,828.681   763,611.135   MT  0.99997745   +1 22 58.4
 NN0037;SPC SD S     -   225,815.43  2,505,280.87   sFT  0.99997745   +1 22 58.4
 NN0037;UTM  14      - 4,753,829.027   554,773.280   MT  0.99963691   +0 27 26.2
 NN0037
 NN0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0037!SPC SD S     -   0.99993590  x   0.99997745  =   0.99991335
 NN0037!UTM  14      -   0.99993590  x   0.99963691  =   0.99957283
 NN0037
 NN0037:                Primary Azimuth Mark                     Grid Az
 NN0037:SPC SD S     -  CONGER                                   091 33 03.0
 NN0037:UTM  14      -  CONGER                                   092 28 35.2
 NN0037
 NN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5477353829(NAD 83)
 NN0037
 NN0037|---------------------------------------------------------------------|
 NN0037| PID    Reference Object                     Distance      Geod. Az  |
 NN0037|                                                           dddmmss.s |
 NN0037| CO4717 TT 15 PB RM 1                        29.958 METERS 08838     |
 NN0037| NN0809 CONGER                              APPROX. 8.2 KM 0925601.4 |
 NN0037| CO4718 TT 15 PB RM 2                        26.889 METERS 18016     |
 NN0037| CO4716 TT 15 PB AZ MK                                     2710340.1 |
 NN0037|---------------------------------------------------------------------|
 NN0037
 NN0037                          SUPERSEDED SURVEY CONTROL
 NN0037
 NN0037  NAD 83(1995)-  42 56 06.44605(N)    098 19 43.35973(W) AD(       ) 2
 NN0037  NAD 83(1986)-  42 56 06.45782(N)    098 19 43.36195(W) AD(       ) 2
 NN0037  NAD 27      -  42 56 06.47500(N)    098 19 42.07500(W) AD(       ) 2
 NN0037  NGVD 29 (??/??/92)  434.600  (m)         1425.85   (f) ADJ UNCH    2 0
 NN0037  NGVD 29             434.60   (m)         1425.9    (f) LEVELING    3  
 NN0037
 NN0037.Superseded values are not recommended for survey control.
 NN0037
 NN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0037.See file dsdata.pdf to determine how the superseded data were derived.
 NN0037
 NN0037_MARKER: DB = BENCH MARK DISK
 NN0037_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NN0037_STAMPING: TT 15 P B 1946
 NN0037_MARK LOGO: USGS
 NN0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0037
 NN0037  HISTORY     - Date     Condition        Report By
 NN0037  HISTORY     - 1946     MONUMENTED       USGS
 NN0037  HISTORY     - 1946     GOOD             CGS
 NN0037  HISTORY     - 1973     MARK NOT FOUND   USAF
 NN0037
 NN0037                          STATION DESCRIPTION
 NN0037
 NN0037'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (MEW)
 NN0037'LOCATED ABOUT 10 MILES SOUTH AND 2 MILES WEST OF WAGNER AND
 NN0037'2-1/2 MILES SOUTH OF THE MISSOURI RIVER.  IN THE NORTHEAST CORNER
 NN0037'OF SEC. 30, T. 94 N., R. 63 W,.  IT IS 31 FEET SOUTH OF THE
 NN0037'EASTWARD EXTENSION OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST
 NN0037'GRAVELED ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER AND 4-1/2
 NN0037'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS A 6 BY 6
 NN0037'INCH CONCRETE POST THAT PROJECTS ABOUT 8 INCHES WITH A USGS
 NN0037'STANDARD DISC IN THE TOP THAT IS STAMPED 1946 TT15PB.
 NN0037'
 NN0037'REFERENCE MARK NO 1 IS 98.29 FEET EAST OF THE STATION, 29
 NN0037'FEET SOUTH OF EASTWARD EXTENSION OF THE APPROXIMATE CENTERLINE
 NN0037'OF THE EAST-WEST GRAVELED ROAD, 1 FOOT SOUTH OF THE FENCE
 NN0037'LINE AND ABOUT 80 FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS
 NN0037'ABOUT 4 INCHES AND THE DISC IS STAMPED USGS TT 15 PB NO 1 1948.
 NN0037'
 NN0037'REFERENCE MARK NO. 2 IS 88.22 FEET SOUTH OF THE STATION, ABOUT
 NN0037'110 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST
 NN0037'OF THE NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 4 INCHES AND
 NN0037'THE DISC IS STAMPED USGS TT 15 PB NO 2 1948.
 NN0037'
 NN0037'AZIMUTH MARK IS APPROXIMATE 0.4 MILE WEST OF THE STATION ON
 NN0037'THE SOUTH RIGHT-OF-WAY OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF THE
 NN0037'RIGHT-OF-WAY FENCE LINE, 29 FEET NORTH OF THE APPROXIMATE
 NN0037'CENTERLINE OF THE ROAD AND 3 FEET EAST OF A WHITE WITNESS POST.
 NN0037'THE MARK PROJECTS 8 INCHES AND THE DISC IS STAMPED USGS TT 15 PB
 NN0037'1948.
 NN0037'
 NN0037'THE STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET
 NN0037'AND STATE HIGHWAY 50 IN WAGNER, BY GOING SOUTH ON MAIN ST.
 NN0037'AND MAIN GRAVELED ROAD FOR 1.1 MILES, THENCE RIGHT OR WEST
 NN0037'FOR 0.7 MILE, THENCE LEFT OR SOUTH 5.1 MILES, THENCE RIGHT OR
 NN0037'WEST FOR 1.0 MILE, AND SOUTH FOR 4.0 MILES TO THE STATION
 NN0037'SITE JUST SOUTH, OFF THE CURVE IN THE ROAD.
 NN0037'
 NN0037'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE MAIN
 NN0037'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NN0037'
 NN0037'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0037
 NN0037                          STATION RECOVERY (1946)
 NN0037
 NN0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NN0037'4 MI NE FROM GREENWOOD.
 NN0037'4.0 MILES NORTHEAST TO REACH FROM THE YANKTON INDIAN AGENCY
 NN0037'BUILDING AT GREENWOOD GO EAST 1.4 MILES ALONG A GRAVELED ROAD,
 NN0037'THENCE NORTHEASTERLY 1.0 MILE ALONG A GRAVELED ROAD, THENCE
 NN0037'NORTH 0.6 MILE ALONG A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG
 NN0037'A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT A L TURN IN THE
 NN0037'ROAD, ABOUT 96 YARDS NORTHWEST OF A FARMHOUSE, 31.0 FEET SOUTH
 NN0037'OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD,
 NN0037'2.0 FEET SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT WEST OF A
 NN0037'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED TT 15 P B 1946
 NN0037'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 NN0037'GROUND.
 NN0037
 NN0037                          STATION RECOVERY (1973)
 NN0037
 NN0037'RECOVERY NOTE BY US AIR FORCE 1973
 NN0037'A SEARCH WAS MADE FOR THE STATION AND THE AZIMUTH MARK, HOWEVER
 NN0037'WERE FOUND AND ARE THOUGHT TO BE DESTROYED.  BOTH REFERENCE
 NN0037'MARKS WERE FOUND AND ARE IN GOOD CONDITION.
 NN0037'
 NN0037'A COMPLETE DESCRIPTION FOLLOWS--
 NN0037'
 NN0037'TO REACH FROM THE JUNCTION OF HIGHWAYS 50/18 AND 281 IN LAKE
 NN0037'ANDES PROCEED SOUTH FOR 7.0 MILES TO THE JUNCTION OF HIGHWAYS
 NN0037'46/281 AND 18 TURN LEFT ONTO HIGHWAY 46 AND PROCEED FOR 5.2
 NN0037'MILES TO A BLACK-TOPPED CROSS ROAD.  TURN RIGHT (SOUTH) AND
 NN0037'PROCEED FOR 5.9 MILES TO MARTY MISSION AND TEE INTERSECTION.
 NN0037'TURN LEFT (WEST) AND PROCEED A LONG A PAVED (THEN GRAVELED)
 NN0037'ROAD WEST FOR 4.9 MILES.  TURN RIGHT (SOUTH) FOR 4 MILES TO A
 NN0037'POINT WHERE THE ROAD TURNS WEST.  REFERENCE MARK NO 1 IS 29
 NN0037'FEET SOUTH OF THE EASTWARD EXTENSION OF THE APPROXIMATE
 NN0037'CENTERLINE OF THE EAST-WEST GRAVED ROAD.  REFERENCE MARK
 NN0037'NO 2 IS ABOUT 110 FEET SOUTH FOR THE CENTERLINE OF THE ROAD
 NN0037'AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2282 ***********************************************************************
 PU2282  DESIGNATION -  TT 15 WDR
 PU2282  PID         -  PU2282
 PU2282  STATE/COUNTY-  SD/MEADE
 PU2282  COUNTRY     -  US
 PU2282  USGS QUAD   -  LONE TREE CREEK (2017)
 PU2282
 PU2282                         *CURRENT SURVEY CONTROL
 PU2282  ______________________________________________________________________
 PU2282* NAD 83(1996) POSITION- 44 22 15.99251(N) 103 00 29.00030(W)   ADJUSTED
 PU2282* NAVD 88 ORTHO HEIGHT -   845.15  (+/-2cm)     2772.8   (feet) VERTCON3
 PU2282  ______________________________________________________________________
 PU2282  GEOID HEIGHT    -        -17.192 (meters)                     GEOID18
 PU2282  LAPLACE CORR    -         -9.24  (seconds)                    DEFLEC18
 PU2282  HORZ ORDER      -  THIRD
 PU2282  VERT ORDER      -  THIRD ? (See Below)
 PU2282
 PU2282.The horizontal coordinates were established by classical geodetic methods
 PU2282.and adjusted by the National Geodetic Survey in January 1998.
 PU2282
 PU2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2282
 PU2282.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2282.GEOID18 height accuracy estimate available here.
 PU2282
 PU2282.The vertical order pertains to the NGVD 29 superseded value.
 PU2282
 PU2282.Click photographs - Photos may exist for this station.
 PU2282
 PU2282.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2282
 PU2282. The following values were computed from the NAD 83(1996) position.
 PU2282
 PU2282;                    North         East     Units Scale Factor Converg.
 PU2282;SPC SD N     -    64,213.019   360,297.216   MT  1.00000904   -2 07 44.1
 PU2282;SPC SD N     -   210,672.21  1,182,075.12   sFT  1.00000904   -2 07 44.1
 PU2282;UTM  13      - 4,915,022.049   658,704.315   MT  0.99990976   +1 23 35.7
 PU2282
 PU2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2282!SPC SD N     -   0.99987019  x   1.00000904  =   0.99987923
 PU2282!UTM  13      -   0.99987019  x   0.99990976  =   0.99977997
 PU2282
 PU2282:                Primary Azimuth Mark                     Grid Az
 PU2282:SPC SD N     -  TT 15 WDR AZ MK                          131 44 49.2
 PU2282:UTM  13      -  TT 15 WDR AZ MK                          128 13 29.4
 PU2282
 PU2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5870415022(NAD 83)
 PU2282
 PU2282|---------------------------------------------------------------------|
 PU2282| PID    Reference Object                     Distance      Geod. Az  |
 PU2282|                                                           dddmmss.s |
 PU2282| CQ4269 TT 15 WDR RM 1                       11.161 METERS 11357     |
 PU2282| CQ4268 TT 15 WDR AZ MK                                    1293705.1 |
 PU2282| CQ4270 TT 15 WDR RM 2                       10.843 METERS 29428     |
 PU2282|---------------------------------------------------------------------|
 PU2282
 PU2282                          SUPERSEDED SURVEY CONTROL
 PU2282
 PU2282  NAD 83(1993)-  44 22 15.98479(N)    103 00 29.00178(W) AD(       ) 3
 PU2282  NAD 83(1986)-  44 22 15.98383(N)    103 00 29.00268(W) AD(       ) 3
 PU2282  NAD 27      -  44 22 16.03500(N)    103 00 27.36300(W) AD(       ) 3
 PU2282  NGVD 29             844.70   (m)         2771.3    (f) LEVELING    3  
 PU2282
 PU2282.Superseded values are not recommended for survey control.
 PU2282
 PU2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2282.See file dsdata.pdf to determine how the superseded data were derived.
 PU2282
 PU2282_MARKER: DD = SURVEY DISK
 PU2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2282_STAMPING: TT 15 WDR 1950
 PU2282_MARK LOGO: USGS
 PU2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2282+STABILITY: SURFACE MOTION
 PU2282
 PU2282  HISTORY     - Date     Condition        Report By
 PU2282  HISTORY     - 1950     MONUMENTED       USGS
 PU2282
 PU2282                          STATION DESCRIPTION
 PU2282
 PU2282'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2282'THE STATION IS LOCATED ABOUT 25 MILES EAST AND 3 MILES SOUTH
 PU2282'OF STURGIS, ABOUT 19 MILES NORTH AND 8-3/4 MILES WEST OF NEW
 PU2282'UNDERWOOD, ABOUT 1-1/2 MILES SOUTH OF THE BELLE FOURCHE
 PU2282'RIVER AND ABOUT 0.05 MILE EAST OF THE MAIN ROAD.  IT IS 30
 PU2282'FEET NORTH OF THE CENTER OF A TRACK ROAD, 5 FEET NORTHWEST OF A
 PU2282'WITNESS POST, AND 2 FEET SOUTH OF A FENCE.
 PU2282'
 PU2282'TO REACH THE STATION FROM THE POST OFFICE IN STURGIS.  GO
 PU2282'NORTH ON STATE HIGHWAYS 24 AND 79 FOR 0.1 MILE TO THE JUNCTION
 PU2282'OF THESE HIGHWAYS.  THUR RIGHT AND GO EAST ON THE EAST ON THE
 PU2282'MAIN GRAVELED ROAD FOR 8.55 MILES TO A T-ROAD AND A SCHOOLHOUSE.
 PU2282'CONTINUE EASTERLY ON THE MAIN ROAD FOR 6.3 MILES TO A FORK.
 PU2282'BEAR LEFT AND CONTINUE EAST ON THE MAIN ROAD FOR 6.95 MILES
 PU2282'TO A GATE AND A MAIL BOX.  TURN RIGHT, PASS THROUGH THE GATE
 PU2282'AND GO EASTERLY FOR 0.05 MILE TO THE STATION ON THE LEFT.
 PU2282'CONTINUE EASTERLY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 PU2282'LEFT.
 PU2282'
 PU2282'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BRONZE
 PU2282'DISK SET IN THE TOP OF A 9-INCH SQUARE CONCRETE POST THAT
 PU2282'PROJECTS 4 INCHES.  THE DISK IS STAMPED TT 15 WDR 1950.
 PU2282'
 PU2282'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE
 PU2282'TRACK ROAD, 29 FEET EAST OF THE WITNESS POST, AND 1 FOOT SOUTH
 PU2282'OF THE FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 PU2282'A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4 INCHES.  THE
 PU2282'DISK IS STAMPED TT 15 WDR USGS NO 1 1950.
 PU2282'
 PU2282'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2282'12-INCH CONCRETE CYLINDER THAT PROJECTS 5 INCHES.  THE DISK
 PU2282'IS STAMPED TT 15 WDR USGS NO 2 1950.  IT IS 42 FEET WEST OF
 PU2282'THE WITNESS POST, 30 FEET NORTH OF THE CENTER OF THE TRACK
 PU2282'ROAD, AND 1 FOOT SOUTH OF THE FENCE.
 PU2282'
 PU2282'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTER OF A TRACK
 PU2282'ROAD, 5 FEET WEST OF A FENCE AND 3 FEET NORTHWEST OF A WITNESS
 PU2282'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2282'12-INCH CONCRETE CYLINDER THAT PROJECTS 8 INCHES.  THE DISK
 PU2282'IS STAMPED TT 15 WDR USGS 1950.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0035 ***********************************************************************
 NN0035  DESIGNATION -  TT 16 PB
 NN0035  PID         -  NN0035
 NN0035  STATE/COUNTY-  SD/CHARLES MIX
 NN0035  COUNTRY     -  US
 NN0035  USGS QUAD   -  LYNCH NE (2017)
 NN0035
 NN0035                         *CURRENT SURVEY CONTROL
 NN0035  ______________________________________________________________________
 NN0035* NAD 83(1986) POSITION- 42 57 50.73   (N) 098 19 43.64   (W)   HD_HELD1
 NN0035* NAVD 88 ORTHO HEIGHT -   437.212 (meters)     1434.42  (feet) ADJUSTED
 NN0035  ______________________________________________________________________
 NN0035  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 NN0035  DYNAMIC HEIGHT  -        437.064 (meters)     1433.93  (feet) COMP
 NN0035  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 NN0035
 NN0035  VERT ORDER      -  SECOND    CLASS 0
 NN0035
 NN0035.The horizontal coordinates were determined by differentially corrected
 NN0035.hand held GPS observations or other comparable positioning techniques
 NN0035.and have an estimated accuracy of +/- 3 meters.
 NN0035
 NN0035.The orthometric height was determined by differential leveling and
 NN0035.adjusted by the NATIONAL GEODETIC SURVEY
 NN0035.in June 1991.
 NN0035
 NN0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0035.GEOID18 height accuracy estimate available here.
 NN0035
 NN0035.Click photographs - Photos may exist for this station.
 NN0035
 NN0035.The dynamic height is computed by dividing the NAVD 88
 NN0035.geopotential number by the normal gravity value computed on the
 NN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0035.degrees latitude (g = 980.6199 gals.).
 NN0035
 NN0035.The modeled gravity was interpolated from observed gravity values.
 NN0035
 NN0035;                    North         East    Units  Estimated Accuracy
 NN0035;SPC SD S     -    72,045.6     763,527.1     MT  (+/- 3 meters HH1 GPS) 
 NN0035
 NN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5474157045(NAD 83)
 NN0035
 NN0035                          SUPERSEDED SURVEY CONTROL
 NN0035
 NN0035  NGVD 29 (??/??/92)  436.934  (m)         1433.51   (f) ADJ UNCH    2 0
 NN0035
 NN0035.Superseded values are not recommended for survey control.
 NN0035
 NN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0035.See file dsdata.pdf to determine how the superseded data were derived.
 NN0035
 NN0035_MARKER: DB = BENCH MARK DISK
 NN0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0035_STAMPING: TT 16 P B 1946
 NN0035_MARK LOGO: USGS
 NN0035_PROJECTION: PROJECTING 13 CENTIMETERS
 NN0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0035+STABILITY: SURFACE MOTION
 NN0035
 NN0035  HISTORY     - Date     Condition        Report By
 NN0035  HISTORY     - 1946     MONUMENTED       USGS
 NN0035  HISTORY     - 1946     GOOD             CGS
 NN0035
 NN0035                          STATION DESCRIPTION
 NN0035
 NN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0035'6 MI NE FROM GREENWOOD.
 NN0035'6.0 MILES NORTHEAST TO REACH FROM THE YANKTON INDIAN AGENCY
 NN0035'BUILDING AT GREENWOOD GO EAST 1.4 MILES ALONG A GRAVELED ROAD,
 NN0035'THENCE NORTHEASTERLY 1.0 MILE ALONG A GRAVELED ROAD, THENCE
 NN0035'NORTH 0.6 MILE ALONG A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG
 NN0035'A GRAVELED ROAD, THENCE NORTH 2.0 MILES ALONG A GRAVELED ROAD TO
 NN0035'SITE OF MARK, BENCH MARK IS AT A ROAD INTERSECTION, 44.0 FEET
 NN0035'WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NN0035'NORTH-SOUTH ROAD, 31.0 FEET SOUTH OF THE CENTER LINE OF THE
 NN0035'EAST-WEST ROAD, 7.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH
 NN0035'OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0035'BRONZE DISK STAMPED TT 16 P B 1946 SET IN THE TOP OF A CONCRETE
 NN0035'POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2222 ***********************************************************************
 PU2222  DESIGNATION -  TT 17 GB
 PU2222  PID         -  PU2222
 PU2222  STATE/COUNTY-  SD/MEADE
 PU2222  COUNTRY     -  US
 PU2222  USGS QUAD   -  HEREFORD NE (2017)
 PU2222
 PU2222                         *CURRENT SURVEY CONTROL
 PU2222  ______________________________________________________________________
 PU2222* NAD 83(1996) POSITION- 44 24 54.15724(N) 102 51 49.39300(W)   ADJUSTED
 PU2222* NAVD 88 ORTHO HEIGHT -   826.99  (+/-2cm)     2713.2   (feet) VERTCON3
 PU2222  ______________________________________________________________________
 PU2222  GEOID HEIGHT    -        -17.688 (meters)                     GEOID18
 PU2222  LAPLACE CORR    -         -8.15  (seconds)                    DEFLEC18
 PU2222  HORZ ORDER      -  SECOND
 PU2222  VERT ORDER      -  THIRD ? (See Below)
 PU2222
 PU2222.The horizontal coordinates were established by classical geodetic methods
 PU2222.and adjusted by the National Geodetic Survey in January 1998.
 PU2222
 PU2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2222
 PU2222.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2222.GEOID18 height accuracy estimate available here.
 PU2222
 PU2222.The vertical order pertains to the NGVD 29 superseded value.
 PU2222
 PU2222.Click photographs - Photos may exist for this station.
 PU2222
 PU2222.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2222
 PU2222. The following values were computed from the NAD 83(1996) position.
 PU2222
 PU2222;                    North         East     Units Scale Factor Converg.
 PU2222;SPC SD N     -    68,674.888   371,966.601   MT  1.00000031   -2 01 36.4
 PU2222;SPC SD N     -   225,310.86  1,220,360.42   sFT  1.00000031   -2 01 36.4
 PU2222;UTM  13      - 4,920,192.024   670,076.724   MT  0.99995574   +1 29 43.6
 PU2222
 PU2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2222!SPC SD N     -   0.99987312  x   1.00000031  =   0.99987343
 PU2222!UTM  13      -   0.99987312  x   0.99995574  =   0.99982887
 PU2222
 PU2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7007620192(NAD 83)
 PU2222
 PU2222                          SUPERSEDED SURVEY CONTROL
 PU2222
 PU2222  NAD 83(1993)-  44 24 54.14947(N)    102 51 49.39386(W) AD(       ) 2
 PU2222  NAD 83(1986)-  44 24 54.14877(N)    102 51 49.39366(W) AD(       ) 2
 PU2222  NAD 27      -  44 24 54.18620(N)    102 51 47.75750(W) AD(       ) 2
 PU2222  NGVD 29             826.52   (m)         2711.7    (f) LEVELING    3  
 PU2222
 PU2222.Superseded values are not recommended for survey control.
 PU2222
 PU2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2222.See file dsdata.pdf to determine how the superseded data were derived.
 PU2222
 PU2222_MARKER: DB = BENCH MARK DISK
 PU2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2222_STAMPING: TT 17 GB 1950
 PU2222_MARK LOGO: USGS
 PU2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2222+STABILITY: SURFACE MOTION
 PU2222
 PU2222  HISTORY     - Date     Condition        Report By
 PU2222  HISTORY     - 1950     MONUMENTED       USGS
 PU2222
 PU2222                          STATION DESCRIPTION
 PU2222
 PU2222'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2222'THE STATION IS LOCATED ON A GRADED ROAD RIGHT-OF-WAY, ABOUT 31.5
 PU2222'MILES EAST OF STURGIS, ABOUT 22.5 MILES NORTH OF NEW UNDERWOOD,
 PU2222'ABOUT 13.5 MILES SOUTHWEST OF UNION.  CENTER, ABOUT 13.5 MILES
 PU2222'NORTH OF VIEWFIELD, 18 FEET WEST OF THE CENTER OF THE GRADED ROAD,
 PU2222'AND 1 FOOT EAST OF A WIRE FENCE.
 PU2222'
 PU2222'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN VIEWFIELD,
 PU2222'GO NORTH ON A GRAVELED ROAD FOR 5.1 MILES TO A FORK.  BEAR LEFT
 PU2222'AND CONTINUE NORTH FOR 5.0 MILES TO THE BRIDGE OVER THE BELLE
 PU2222'FOURCHE RIVER.  CONTINUE NORTH FOR 2.3 MILES TO A SCHOOLHOUSE
 PU2222'ON THE LEFT.  CONTINUE NORTH FOR 1.0 MILE TO A SIDE ROAD LEFT.
 PU2222'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 PU2222'CROSS ROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR
 PU2222'1.95 MILES TO THE STATION ON THE LEFT.
 PU2222'
 PU2222'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 PU2222'THE TOP OF A 6-INCH CONCRETE CYLINDER PROJECTING 4 INCHES.
 PU2222'THE DISK IS STAMPED TT 17 GB 1950.
 PU2222'
 PU2222'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HEREFORD,
 PU2222'AND THE DISTANCE WAS FOUND TO BE 378.45 FEET (115.351 METERS).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0447 ***********************************************************************
 PU0447  DESIGNATION -  TT 17 WH
 PU0447  PID         -  PU0447
 PU0447  STATE/COUNTY-  SD/PENNINGTON
 PU0447  COUNTRY     -  US
 PU0447  USGS QUAD   -  CREIGHTON (2017)
 PU0447
 PU0447                         *CURRENT SURVEY CONTROL
 PU0447  ______________________________________________________________________
 PU0447* NAD 83(1996) POSITION- 44 16 08.93804(N) 102 08 52.51274(W)   ADJUSTED
 PU0447* NAVD 88 ORTHO HEIGHT -   787.242 (meters)     2582.81  (feet) ADJUSTED
 PU0447  ______________________________________________________________________
 PU0447  GEOID HEIGHT    -        -19.488 (meters)                     GEOID18
 PU0447  LAPLACE CORR    -         -7.66  (seconds)                    DEFLEC18
 PU0447  DYNAMIC HEIGHT  -        787.029 (meters)     2582.11  (feet) COMP
 PU0447  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 PU0447
 PU0447  HORZ ORDER      -  THIRD
 PU0447  VERT ORDER      -  SECOND    CLASS 0
 PU0447
 PU0447.The horizontal coordinates were established by classical geodetic methods
 PU0447.and adjusted by the National Geodetic Survey in January 1998.
 PU0447
 PU0447.The orthometric height was determined by differential leveling and
 PU0447.adjusted by the NATIONAL GEODETIC SURVEY
 PU0447.in June 1991.
 PU0447
 PU0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0447.GEOID18 height accuracy estimate available here.
 PU0447
 PU0447.Click photographs - Photos may exist for this station.
 PU0447
 PU0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0447
 PU0447.The dynamic height is computed by dividing the NAVD 88
 PU0447.geopotential number by the normal gravity value computed on the
 PU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0447.degrees latitude (g = 980.6199 gals.).
 PU0447
 PU0447.The modeled gravity was interpolated from observed gravity values.
 PU0447
 PU0447. The following values were computed from the NAD 83(1996) position.
 PU0447
 PU0447;                    North         East     Units Scale Factor Converg.
 PU0447;SPC SD S     -   216,642.452   455,134.114   MT  0.99997138   -1 15 06.5
 PU0447;SPC SD S     -   710,767.78  1,493,219.17   sFT  0.99997138   -1 15 06.5
 PU0447;UTM  13      - 4,905,723.728   727,629.262   MT  1.00023729   +1 59 30.1
 PU0447
 PU0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0447!SPC SD S     -   0.99987963  x   0.99997138  =   0.99985101
 PU0447!UTM  13      -   0.99987963  x   1.00023729  =   1.00011689
 PU0447
 PU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2762905723(NAD 83)
 PU0447
 PU0447                          SUPERSEDED SURVEY CONTROL
 PU0447
 PU0447  NAD 83(1986)-  44 16 08.93045(N)    102 08 52.51458(W) AD(       ) 3
 PU0447  NAD 27      -  44 16 08.98420(N)    102 08 50.95680(W) AD(       ) 3
 PU0447  NGVD 29 (??/??/92)  786.788  (m)         2581.32   (f) ADJ UNCH    2 0
 PU0447  NGVD 29             786.79   (m)         2581.3    (f) LEVELING    3  
 PU0447
 PU0447.Superseded values are not recommended for survey control.
 PU0447
 PU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0447.See file dsdata.pdf to determine how the superseded data were derived.
 PU0447
 PU0447_MARKER: DD = SURVEY DISK
 PU0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0447_STAMPING: TT 17 WH 1950
 PU0447_MARK LOGO: USGS
 PU0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0447+STABILITY: SURFACE MOTION
 PU0447
 PU0447  HISTORY     - Date     Condition        Report By
 PU0447  HISTORY     - 1950     MONUMENTED       USGS
 PU0447  HISTORY     - 1961     GOOD             CGS
 PU0447  HISTORY     - 1962     GOOD             CGS
 PU0447
 PU0447                          STATION DESCRIPTION
 PU0447
 PU0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU0447'A SIGNAL SET OVER USGS BM TT 17 WH LOCATED IN THE SOUTHWEST CORNER
 PU0447'OF A CROSS ROAD 3 MILES EAST AND 1 MILE NORTH OF CREIGHTON
 PU0447'POST OFFICE IN SECTION 35, T 4 N, R 16 W.  A 4-INCH BRONZE DISK
 PU0447'STAMPED TT 17 WH 1950 SET IN THE TOP OF A 7-INCH-SQUARE CONCRETE
 PU0447'POST FLUSH WITH THE GROUND.  IT IS 3.05 FEET NORTH OF A QUARTER
 PU0447'SECTION MARKER STAMPED R.D. SEC. COR. 46.7.
 PU0447
 PU0447                          STATION RECOVERY (1962)
 PU0447
 PU0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0447'6 MI NE FROM CREIGHTON.
 PU0447'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0447'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0447'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 48
 PU0447'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD INTERSECTION, 68.8
 PU0447'FEET WEST OF AND ACROSS THE ROAD FROM A POWER POLE, 37 FEET WEST
 PU0447'OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE
 PU0447'OF THE ROAD LEADING WEST, 2.0 FEET SOUTH OF A FENCE CORNER, 1.0
 PU0447'FEET WEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 PU0447'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PU0447'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0873 ***********************************************************************
 QS0873  DESIGNATION -  TT 18 MF
 QS0873  PID         -  QS0873
 QS0873  STATE/COUNTY-  SD/DEWEY
 QS0873  COUNTRY     -  US
 QS0873  USGS QUAD   -  PARADE NE (2017)
 QS0873
 QS0873                         *CURRENT SURVEY CONTROL
 QS0873  ______________________________________________________________________
 QS0873* NAD 83(1996) POSITION- 45 13 32.42934(N) 101 07 06.28664(W)   ADJUSTED
 QS0873* NAVD 88 ORTHO HEIGHT -   605.82  (+/-2cm)     1987.6   (feet) VERTCON3
 QS0873  ______________________________________________________________________
 QS0873  GEOID HEIGHT    -        -21.388 (meters)                     GEOID18
 QS0873  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 QS0873  HORZ ORDER      -  THIRD
 QS0873  VERT ORDER      -  THIRD ? (See Below)
 QS0873
 QS0873.The horizontal coordinates were established by classical geodetic methods
 QS0873.and adjusted by the National Geodetic Survey in January 1998.
 QS0873
 QS0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0873
 QS0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0873.GEOID18 height accuracy estimate available here.
 QS0873
 QS0873.The vertical order pertains to the NGVD 29 superseded value.
 QS0873
 QS0873.Click photographs - Photos may exist for this station.
 QS0873
 QS0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0873
 QS0873. The following values were computed from the NAD 83(1996) position.
 QS0873
 QS0873;                    North         East     Units Scale Factor Converg.
 QS0873;SPC SD N     -   155,327.985   512,171.269   MT  0.99994374   -0 47 29.6
 QS0873;SPC SD N     -   509,605.23  1,680,348.57   sFT  0.99994374   -0 47 29.6
 QS0873;UTM  14      - 5,010,203.515   333,693.622   MT  0.99994008   -1 30 15.0
 QS0873
 QS0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0873!SPC SD N     -   0.99990838  x   0.99994374  =   0.99985212
 QS0873!UTM  14      -   0.99990838  x   0.99994008  =   0.99984847
 QS0873
 QS0873:                Primary Azimuth Mark                     Grid Az
 QS0873:SPC SD N     -  PETE NO 2                                266 20 40.3
 QS0873:UTM  14      -  PETE NO 2                                267 03 25.7
 QS0873
 QS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3369310203(NAD 83)
 QS0873
 QS0873|---------------------------------------------------------------------|
 QS0873| PID    Reference Object                     Distance      Geod. Az  |
 QS0873|                                                           dddmmss.s |
 QS0873| QS0885 PETE NO 2                           APPROX. 3.8 KM 2653310.7 |
 QS0873|---------------------------------------------------------------------|
 QS0873
 QS0873                          SUPERSEDED SURVEY CONTROL
 QS0873
 QS0873  NAD 83(1986)-  45 13 32.42185(N)    101 07 06.28607(W) AD(       ) 3
 QS0873  NAD 27      -  45 13 32.48978(N)    101 07 04.74860(W) AD(       ) 3
 QS0873  NGVD 29             605.37   (m)         1986.1    (f) LEVELING    3  
 QS0873
 QS0873.Superseded values are not recommended for survey control.
 QS0873
 QS0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0873.See file dsdata.pdf to determine how the superseded data were derived.
 QS0873
 QS0873_MARKER: DB = BENCH MARK DISK
 QS0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0873_STAMPING: TT 18 MF 1948
 QS0873_MARK LOGO: USGS
 QS0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0873+STABILITY: SURFACE MOTION
 QS0873
 QS0873  HISTORY     - Date     Condition        Report By
 QS0873  HISTORY     - 1948     MONUMENTED       USGS
 QS0873
 QS0873                          STATION DESCRIPTION
 QS0873
 QS0873'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QS0873'LOCATED 14.0 MI S. AND 2.0 MI W. OF TIMBER LAKE, NEAR COR. SECS. 25,
 QS0873'30, 31, AND 36, T. 15 N., RS. 24 AND 25 E., 0.5 MI N. OF T - FENCE E.,
 QS0873'1000 FT W. OF BEND IN REDWATER CREEK FROM E. TO S., 300 FT S. OF RD.
 QS0873'AT FENCE, ON SMALL RISE.
 QS0873'
 QS0873'STANDARD TABLET STAMPED---TT 18 MF 1948---SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0494 ***********************************************************************
 OR0494  DESIGNATION -  TT 19 B
 OR0494  PID         -  OR0494
 OR0494  STATE/COUNTY-  SD/BRULE
 OR0494  COUNTRY     -  US
 OR0494  USGS QUAD   -  RED LAKE WEST (2017)
 OR0494
 OR0494                         *CURRENT SURVEY CONTROL
 OR0494  ______________________________________________________________________
 OR0494* NAD 83(1986) POSITION- 43 39 28.07   (N) 099 18 41.33   (W)   HD_HELD1
 OR0494* NAVD 88 ORTHO HEIGHT -   541.076 (meters)     1775.18  (feet) ADJUSTED
 OR0494  ______________________________________________________________________
 OR0494  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 OR0494  DYNAMIC HEIGHT  -        540.912 (meters)     1774.64  (feet) COMP
 OR0494  MODELED GRAVITY -    980,299.5   (mgal)                       NAVD 88
 OR0494
 OR0494  VERT ORDER      -  SECOND    CLASS 0
 OR0494
 OR0494.The horizontal coordinates were determined by differentially corrected
 OR0494.hand held GPS observations or other comparable positioning techniques
 OR0494.and have an estimated accuracy of +/- 3 meters.
 OR0494
 OR0494.The orthometric height was determined by differential leveling and
 OR0494.adjusted by the NATIONAL GEODETIC SURVEY
 OR0494.in June 1991.
 OR0494
 OR0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0494.GEOID18 height accuracy estimate available here.
 OR0494
 OR0494.Click photographs - Photos may exist for this station.
 OR0494
 OR0494.The dynamic height is computed by dividing the NAVD 88
 OR0494.geopotential number by the normal gravity value computed on the
 OR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0494.degrees latitude (g = 980.6199 gals.).
 OR0494
 OR0494.The modeled gravity was interpolated from observed gravity values.
 OR0494
 OR0494;                    North         East    Units  Estimated Accuracy
 OR0494;SPC SD S     -   147,643.4     682,418.8     MT  (+/- 3 meters HH1 GPS) 
 OR0494
 OR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7488433913(NAD 83)
 OR0494
 OR0494                          SUPERSEDED SURVEY CONTROL
 OR0494
 OR0494  NGVD 29 (??/??/92)  540.726  (m)         1774.03   (f) ADJ UNCH    2 0
 OR0494
 OR0494.Superseded values are not recommended for survey control.
 OR0494
 OR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0494.See file dsdata.pdf to determine how the superseded data were derived.
 OR0494
 OR0494_MARKER: DB = BENCH MARK DISK
 OR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0494_STAMPING: TT 19 B 1940
 OR0494_MARK LOGO: USGS
 OR0494_PROJECTION: PROJECTING 38 CENTIMETERS
 OR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0494+STABILITY: SURFACE MOTION
 OR0494
 OR0494  HISTORY     - Date     Condition        Report By
 OR0494  HISTORY     - 1940     MONUMENTED       USGS
 OR0494
 OR0494                          STATION DESCRIPTION
 OR0494
 OR0494'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 OR0494'10.9 MI SE FROM CHAMBERLAIN.
 OR0494'10.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0494'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0494'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, AND
 OR0494'THENCE 8.1 MILES SOUTH ALONG A GRAVEL ROAD.  IT IS AT THE
 OR0494'T-INTERSECTION OF A ROAD LEADING EAST, 40 FEET EAST OF THE
 OR0494'CENTER LINE OF THE GRAVEL ROAD, 35 FEET SOUTH OF THE CENER LINE
 OR0494'OF THE SIDE ROAD, AT A NORTHWEST FENCE CORNER, 6 INCHES NORTHWEST
 OR0494'OF THE FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST
 OR0494'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 15 INCHES ABOVE
 OR0494'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2191 ***********************************************************************
 PU2191  DESIGNATION -  TT 19 DFC
 PU2191  PID         -  PU2191
 PU2191  STATE/COUNTY-  SD/MEADE
 PU2191  COUNTRY     -  US
 PU2191  USGS QUAD   -  DALZELL (2017)
 PU2191
 PU2191                         *CURRENT SURVEY CONTROL
 PU2191  ______________________________________________________________________
 PU2191* NAD 83(1996) POSITION- 44 19 27.49135(N) 102 28 51.57830(W)   ADJUSTED
 PU2191* NAVD 88 ORTHO HEIGHT -   823.87  (+/-2cm)     2703.0   (feet) VERTCON3
 PU2191  ______________________________________________________________________
 PU2191  GEOID HEIGHT    -        -18.727 (meters)                     GEOID18
 PU2191  LAPLACE CORR    -         -6.85  (seconds)                    DEFLEC18
 PU2191  HORZ ORDER      -  SECOND
 PU2191  VERT ORDER      -  THIRD ? (See Below)
 PU2191
 PU2191.The horizontal coordinates were established by classical geodetic methods
 PU2191.and adjusted by the National Geodetic Survey in January 1998.
 PU2191
 PU2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2191
 PU2191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2191.GEOID18 height accuracy estimate available here.
 PU2191
 PU2191.The vertical order pertains to the NGVD 29 superseded value.
 PU2191
 PU2191.Click photographs - Photos may exist for this station.
 PU2191
 PU2191.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2191
 PU2191. The following values were computed from the NAD 83(1996) position.
 PU2191
 PU2191;                    North         East     Units Scale Factor Converg.
 PU2191;SPC SD N     -    57,590.457   402,123.238   MT  1.00001897   -1 45 21.2
 PU2191;SPC SD N     -   188,944.69  1,319,299.32   sFT  1.00001897   -1 45 21.2
 PU2191;SPC SD S     -   223,403.092   428,707.394   MT  0.99998280   -1 28 53.6
 PU2191;SPC SD S     -   732,948.31  1,406,517.51   sFT  0.99998280   -1 28 53.6
 PU2191;UTM  13      - 4,910,979.599   700,857.378   MT  1.00009618   +1 45 38.4
 PU2191
 PU2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2191!SPC SD N     -   0.99987377  x   1.00001897  =   0.99989274
 PU2191!SPC SD S     -   0.99987377  x   0.99998280  =   0.99985657
 PU2191!UTM  13      -   0.99987377  x   1.00009618  =   0.99996994
 PU2191
 PU2191:                Primary Azimuth Mark                     Grid Az
 PU2191:SPC SD N     -  ELM SPRINGS                              232 00 08.3
 PU2191:SPC SD S     -  ELM SPRINGS                              231 43 40.7
 PU2191:UTM  13      -  ELM SPRINGS                              228 29 08.7
 PU2191
 PU2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0085710979(NAD 83)
 PU2191
 PU2191|---------------------------------------------------------------------|
 PU2191| PID    Reference Object                     Distance      Geod. Az  |
 PU2191|                                                           dddmmss.s |
 PU2191| PU2192 POINT A                             266.536 METERS 18652     |
 PU2191| PU2193 ELM SPRINGS                         468.170 METERS 2301447.1 |
 PU2191|---------------------------------------------------------------------|
 PU2191
 PU2191                          SUPERSEDED SURVEY CONTROL
 PU2191
 PU2191  NAD 83(1993)-  44 19 27.48329(N)    102 28 51.57927(W) AD(       ) 2
 PU2191  NAD 83(1986)-  44 19 27.48334(N)    102 28 51.57936(W) AD(       ) 2
 PU2191  NAD 27      -  44 19 27.53400(N)    102 28 49.98000(W) AD(       ) 2
 PU2191  NGVD 29             823.40   (m)         2701.4    (f) LEVELING    3  
 PU2191
 PU2191.Superseded values are not recommended for survey control.
 PU2191
 PU2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2191.See file dsdata.pdf to determine how the superseded data were derived.
 PU2191
 PU2191_MARKER: DB = BENCH MARK DISK
 PU2191_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2191_STAMPING: TT 19 DFC 1950
 PU2191_MARK LOGO: USGS
 PU2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2191
 PU2191  HISTORY     - Date     Condition        Report By
 PU2191  HISTORY     - 1950     MONUMENTED       USGS
 PU2191  HISTORY     - 1962     GOOD             CGS
 PU2191
 PU2191                          STATION DESCRIPTION
 PU2191
 PU2191'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2191'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF ELM
 PU2191'SPRINGS, AT THE NORTHEAST EDGE OF A TRIANGULAR PLOT OF GROUND
 PU2191'THAT FORMS THE CENTER OF THE INTERSECTION OF THREE DIRT ROADS,
 PU2191'12 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, 4 FEET
 PU2191'NORTH-NORTHWEST OF A WITNESS POST, AND 3 FEET NORTHEAST OF A
 PU2191'FENCE CORNER.
 PU2191'
 PU2191'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN ELM
 PU2191'SPRINGS, GO EAST ON A GRAVELED ROAD FOR 2.1 MILES TO A CROSS
 PU2191'ROADS.  THEN LEFT, NORTHERLY, ON A DIRT ROAD FOR 0.9 MILES
 PU2191'TO THE MARK AS DESCRIBED.
 PU2191'
 PU2191'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PU2191'STAMPED TT 19 DFC 1950 SET IN THE TOP OF A 6-INCH CONCRETE
 PU2191'CYLINDER THAT PROJECTS 4 INCHES.  A TRAVERSE CONNECTION WAS
 PU2191'MADE TO TRIANGULATION STATION ELM SPRINGS AND THE DISTANCE
 PU2191'WAS FOUND TO BE 468.169 METERS (1,535.98 FEET).
 PU2191
 PU2191                          STATION RECOVERY (1962)
 PU2191
 PU2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2191'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0875 ***********************************************************************
 QS0875  DESIGNATION -  TT 19 MF
 QS0875  PID         -  QS0875
 QS0875  STATE/COUNTY-  SD/DEWEY
 QS0875  COUNTRY     -  US
 QS0875  USGS QUAD   -  PARADE NE (2017)
 QS0875
 QS0875                         *CURRENT SURVEY CONTROL
 QS0875  ______________________________________________________________________
 QS0875* NAD 83(1996) POSITION- 45 11 49.40732(N) 101 07 08.18959(W)   ADJUSTED
 QS0875* NAVD 88 ORTHO HEIGHT -   599.50  (+/-2cm)     1966.9   (feet) VERTCON3
 QS0875  ______________________________________________________________________
 QS0875  GEOID HEIGHT    -        -21.447 (meters)                     GEOID18
 QS0875  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 QS0875  HORZ ORDER      -  THIRD
 QS0875  VERT ORDER      -  THIRD ? (See Below)
 QS0875
 QS0875.The horizontal coordinates were established by classical geodetic methods
 QS0875.and adjusted by the National Geodetic Survey in January 1998.
 QS0875
 QS0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0875
 QS0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0875.GEOID18 height accuracy estimate available here.
 QS0875
 QS0875.The vertical order pertains to the NGVD 29 superseded value.
 QS0875
 QS0875.Click photographs - Photos may exist for this station.
 QS0875
 QS0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0875
 QS0875. The following values were computed from the NAD 83(1996) position.
 QS0875
 QS0875;                    North         East     Units Scale Factor Converg.
 QS0875;SPC SD N     -   152,148.642   512,085.806   MT  0.99994234   -0 47 30.9
 QS0875;SPC SD N     -   499,174.34  1,680,068.18   sFT  0.99994234   -0 47 30.9
 QS0875;UTM  14      - 5,007,025.489   333,568.645   MT  0.99994059   -1 30 13.7
 QS0875
 QS0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0875!SPC SD N     -   0.99990938  x   0.99994234  =   0.99985173
 QS0875!UTM  14      -   0.99990938  x   0.99994059  =   0.99984998
 QS0875
 QS0875:                Primary Azimuth Mark                     Grid Az
 QS0875:SPC SD N     -  BUZZ NO 1                                104 03 37.3
 QS0875:UTM  14      -  BUZZ NO 1                                104 46 20.1
 QS0875
 QS0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3356807025(NAD 83)
 QS0875
 QS0875|---------------------------------------------------------------------|
 QS0875| PID    Reference Object                     Distance      Geod. Az  |
 QS0875|                                                           dddmmss.s |
 QS0875| QS0872 BUZZ NO 1                           APPROX. 1.6 KM 1031606.4 |
 QS0875|---------------------------------------------------------------------|
 QS0875
 QS0875                          SUPERSEDED SURVEY CONTROL
 QS0875
 QS0875  NAD 83(1986)-  45 11 49.39992(N)    101 07 08.18904(W) AD(       ) 3
 QS0875  NAD 27      -  45 11 49.46998(N)    101 07 06.65277(W) AD(       ) 3
 QS0875  NGVD 29             599.05   (m)         1965.4    (f) LEVELING    3  
 QS0875
 QS0875.Superseded values are not recommended for survey control.
 QS0875
 QS0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0875.See file dsdata.pdf to determine how the superseded data were derived.
 QS0875
 QS0875_MARKER: DB = BENCH MARK DISK
 QS0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0875_STAMPING: TT 19 MF 1948
 QS0875_MARK LOGO: USGS
 QS0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0875+STABILITY: SURFACE MOTION
 QS0875
 QS0875  HISTORY     - Date     Condition        Report By
 QS0875  HISTORY     - 1948     MONUMENTED       USGS
 QS0875
 QS0875                          STATION DESCRIPTION
 QS0875
 QS0875'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QS0875'LOCATED 16.0 MI S. AND 2.0 MI W. OF TIMBER LAKE, NEAR COR. SECS. 1,
 QS0875'6, 7, AND 12, T. 14 N., RS. 24 AND 25 E., ON TOP OF HILL W. OF
 QS0875'REDWATER CREEK, 2 FT S. AND 131 FT W. OF T - FENCE W.
 QS0875'
 QS0875'STANDARD TABLET STAMPED---TT 19 MF 1948---SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0777 ***********************************************************************
 QS0777  DESIGNATION -  TT 2 JNF
 QS0777  PID         -  QS0777
 QS0777  STATE/COUNTY-  SD/DEWEY
 QS0777  COUNTRY     -  US
 QS0777  USGS QUAD   -  VIRGINIA (2017)
 QS0777
 QS0777                         *CURRENT SURVEY CONTROL
 QS0777  ______________________________________________________________________
 QS0777* NAD 83(1996) POSITION- 45 11 24.97104(N) 100 30 32.00318(W)   ADJUSTED
 QS0777* NAVD 88 ORTHO HEIGHT -   654.42  (+/-2cm)     2147.0   (feet) VERTCON3
 QS0777  ______________________________________________________________________
 QS0777  GEOID HEIGHT    -        -22.087 (meters)                     GEOID18
 QS0777  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 QS0777  HORZ ORDER      -  SECOND
 QS0777  VERT ORDER      -  THIRD ? (See Below)
 QS0777
 QS0777.The horizontal coordinates were established by classical geodetic methods
 QS0777.and adjusted by the National Geodetic Survey in January 1998.
 QS0777
 QS0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0777
 QS0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0777.GEOID18 height accuracy estimate available here.
 QS0777
 QS0777.The vertical order pertains to the NGVD 29 superseded value.
 QS0777
 QS0777.Click photographs - Photos may exist for this station.
 QS0777
 QS0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0777
 QS0777. The following values were computed from the NAD 83(1996) position.
 QS0777
 QS0777;                    North         East     Units Scale Factor Converg.
 QS0777;SPC SD N     -   150,912.432   560,011.254   MT  0.99994205   -0 21 36.6
 QS0777;SPC SD N     -   495,118.54  1,837,303.59   sFT  0.99994205   -0 21 36.6
 QS0777;UTM  14      - 5,005,194.706   381,470.734   MT  0.99977274   -1 04 14.2
 QS0777
 QS0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0777!SPC SD N     -   0.99990087  x   0.99994205  =   0.99984293
 QS0777!UTM  14      -   0.99990087  x   0.99977274  =   0.99967363
 QS0777
 QS0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8147005194(NAD 83)
 QS0777
 QS0777                          SUPERSEDED SURVEY CONTROL
 QS0777
 QS0777  NAD 83(1986)-  45 11 24.96327(N)    100 30 32.00471(W) AD(       ) 2
 QS0777  NAD 27      -  45 11 25.02500(N)    100 30 30.49600(W) AD(       ) 2
 QS0777  NGVD 29             653.99   (m)         2145.6    (f) LEVELING    3  
 QS0777
 QS0777.Superseded values are not recommended for survey control.
 QS0777
 QS0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0777.See file dsdata.pdf to determine how the superseded data were derived.
 QS0777
 QS0777_MARKER: DB = BENCH MARK DISK
 QS0777_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0777_STAMPING: TT 2 JNF 1948
 QS0777_MARK LOGO: USGS
 QS0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0777
 QS0777  HISTORY     - Date     Condition        Report By
 QS0777  HISTORY     - 1948     MONUMENTED       USGS
 QS0777
 QS0777                          STATION DESCRIPTION
 QS0777
 QS0777'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JCM)
 QS0777'THE MARK IS ABOUT 7 MILES NORTHEAST OF LA PLANT, 4 MILES NORTH
 QS0777'OF U.S. HIGHWAY 212, IN SECTION 12, T 14 N, R 29 E. ON THE
 QS0777'CHEYENNE RIVER INDIAN RESERVATION, 157 FEET NORTH OF CENTER
 QS0777'OF A TRACK ROAD, AND 2 FEET NORTHEAST OF A 4 X 4 INCH WITNESS
 QS0777'POST.
 QS0777'
 QS0777'IT IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A
 QS0777'6 X 6 INCH CONCRETE POST PROJECTING 3 INCHES.  THE DISK IS
 QS0777'STAMPED TT 2 JNF 1948.
 QS0777'
 QS0777'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VIRGIN,
 QS0777'AND THE DISTANCE IS 419.437 METERS (1376.10 FEET).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0480 ***********************************************************************
 OT0480  DESIGNATION -  TT 2 WDR
 OT0480  PID         -  OT0480
 OT0480  STATE/COUNTY-  SD/FALL RIVER
 OT0480  COUNTRY     -  US
 OT0480  USGS QUAD   -  BURDOCK (2017)
 OT0480
 OT0480                         *CURRENT SURVEY CONTROL
 OT0480  ______________________________________________________________________
 OT0480* NAD 83(1986) POSITION- 43 23 33.00   (N) 103 55 13.61   (W)   HD_HELD1
 OT0480* NAVD 88 ORTHO HEIGHT -  1066.153 (meters)     3497.87  (feet) ADJUSTED
 OT0480  ______________________________________________________________________
 OT0480  GEOID HEIGHT    -        -14.833 (meters)                     GEOID18
 OT0480  DYNAMIC HEIGHT  -       1065.712 (meters)     3496.42  (feet) COMP
 OT0480  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 OT0480
 OT0480  VERT ORDER      -  FIRST     CLASS II
 OT0480
 OT0480.The horizontal coordinates were determined by differentially corrected
 OT0480.hand held GPS observations or other comparable positioning techniques
 OT0480.and have an estimated accuracy of +/- 3 meters.
 OT0480
 OT0480.The orthometric height was determined by differential leveling and
 OT0480.adjusted by the NATIONAL GEODETIC SURVEY
 OT0480.in June 1991.
 OT0480
 OT0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0480.GEOID18 height accuracy estimate available here.
 OT0480
 OT0480.Click photographs - Photos may exist for this station.
 OT0480
 OT0480.The dynamic height is computed by dividing the NAVD 88
 OT0480.geopotential number by the normal gravity value computed on the
 OT0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0480.degrees latitude (g = 980.6199 gals.).
 OT0480
 OT0480.The modeled gravity was interpolated from observed gravity values.
 OT0480
 OT0480;                    North         East    Units  Estimated Accuracy
 OT0480;SPC SD S     -   123,938.3     309,487.1     MT  (+/- 3 meters HH1 GPS) 
 OT0480
 OT0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8743004968(NAD 83)
 OT0480
 OT0480                          SUPERSEDED SURVEY CONTROL
 OT0480
 OT0480  NGVD 29 (??/??/92) 1065.622  (m)         3496.13   (f) ADJ UNCH    1 2
 OT0480
 OT0480.Superseded values are not recommended for survey control.
 OT0480
 OT0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0480.See file dsdata.pdf to determine how the superseded data were derived.
 OT0480
 OT0480_MARKER: DD = SURVEY DISK
 OT0480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0480_SP_SET: BRIDGE ABUTMENT
 OT0480_STAMPING: TT 2 WDR
 OT0480_MARK LOGO: USGS
 OT0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0480
 OT0480  HISTORY     - Date     Condition        Report By
 OT0480  HISTORY     - 1949     MONUMENTED       USGS
 OT0480  HISTORY     - 1957     GOOD             CGS
 OT0480  HISTORY     - 1985     GOOD             NGS
 OT0480
 OT0480                          STATION DESCRIPTION
 OT0480
 OT0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0480'8.2 MI NW FROM EDGEMONT.
 OT0480'ABOUT 8.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0480'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 31,
 OT0480'T. 7 S., R. 2 E., 2 POLES NORTHWEST OF THE SECTION FOREMANS
 OT0480'HOUSE AT MARIETTA, IN THE TOP OF THE NORTHEAST END OF THE
 OT0480'NORTHWEST ABUTMENT OF BRIDGE 484.36, 5 FEET NORTHEAST OF THE
 OT0480'NORTHEAST RAIL AND ABOUT 1 1/2 FEET BELOW THE TOP OF THE RAIL.
 OT0480
 OT0480                          STATION RECOVERY (1985)
 OT0480
 OT0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.9 KM
 OT0480'(8.7 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OT0480'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0480'THENCE 0.65 KM (0.4 MI) WEST ALONG A DIRT ROAD, THENCE 0.1 KM
 OT0480'(0.05 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD, IN TOP OF
 OT0480'AND 0.2 METER (0.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 OT0480'ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE 484.36, 1.5 METERS
 OT0480'(5 FT) NORTHEAST OF THE NORTHEAST RAIL.
 OT0480'THE MARK IS 0.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0874 ***********************************************************************
 QS0874  DESIGNATION -  TT 20 MF
 QS0874  PID         -  QS0874
 QS0874  STATE/COUNTY-  SD/DEWEY
 QS0874  COUNTRY     -  US
 QS0874  USGS QUAD   -  PARADE NE (2017)
 QS0874
 QS0874                         *CURRENT SURVEY CONTROL
 QS0874  ______________________________________________________________________
 QS0874* NAD 83(1996) POSITION- 45 10 34.65542(N) 101 07 06.43788(W)   ADJUSTED
 QS0874* NAVD 88 ORTHO HEIGHT -   558.27  (+/-2cm)     1831.6   (feet) VERTCON3
 QS0874  ______________________________________________________________________
 QS0874  GEOID HEIGHT    -        -21.489 (meters)                     GEOID18
 QS0874  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 QS0874  HORZ ORDER      -  THIRD
 QS0874  VERT ORDER      -  THIRD ? (See Below)
 QS0874
 QS0874.The horizontal coordinates were established by classical geodetic methods
 QS0874.and adjusted by the National Geodetic Survey in January 1998.
 QS0874
 QS0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0874
 QS0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0874.GEOID18 height accuracy estimate available here.
 QS0874
 QS0874.The vertical order pertains to the NGVD 29 superseded value.
 QS0874
 QS0874.Click photographs - Photos may exist for this station.
 QS0874
 QS0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0874
 QS0874. The following values were computed from the NAD 83(1996) position.
 QS0874
 QS0874;                    North         East     Units Scale Factor Converg.
 QS0874;SPC SD N     -   149,840.806   512,092.156   MT  0.99994149   -0 47 29.7
 QS0874;SPC SD N     -   491,602.71  1,680,089.02   sFT  0.99994149   -0 47 29.7
 QS0874;UTM  14      - 5,004,717.754   333,546.331   MT  0.99994068   -1 30 10.5
 QS0874
 QS0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0874!SPC SD N     -   0.99991585  x   0.99994149  =   0.99985734
 QS0874!UTM  14      -   0.99991585  x   0.99994068  =   0.99985653
 QS0874
 QS0874:                Primary Azimuth Mark                     Grid Az
 QS0874:SPC SD N     -  BUZZ NO 1                                038 38 49.6
 QS0874:UTM  14      -  BUZZ NO 1                                039 21 30.4
 QS0874
 QS0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3354604717(NAD 83)
 QS0874
 QS0874|---------------------------------------------------------------------|
 QS0874| PID    Reference Object                     Distance      Geod. Az  |
 QS0874|                                                           dddmmss.s |
 QS0874| QS0872 BUZZ NO 1                           APPROX. 2.5 KM 0375119.9 |
 QS0874|---------------------------------------------------------------------|
 QS0874
 QS0874                          SUPERSEDED SURVEY CONTROL
 QS0874
 QS0874  NAD 83(1986)-  45 10 34.64812(N)    101 07 06.43741(W) AD(       ) 3
 QS0874  NAD 27      -  45 10 34.72146(N)    101 07 04.90099(W) AD(       ) 3
 QS0874  NGVD 29             557.82   (m)         1830.1    (f) LEVELING    3  
 QS0874
 QS0874.Superseded values are not recommended for survey control.
 QS0874
 QS0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0874.See file dsdata.pdf to determine how the superseded data were derived.
 QS0874
 QS0874_MARKER: DB = BENCH MARK DISK
 QS0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0874_STAMPING: TT 20 MF 1948
 QS0874_MARK LOGO: USGS
 QS0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0874+STABILITY: SURFACE MOTION
 QS0874
 QS0874  HISTORY     - Date     Condition        Report By
 QS0874  HISTORY     - 1948     MONUMENTED       USGS
 QS0874
 QS0874                          STATION DESCRIPTION
 QS0874
 QS0874'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QS0874'LOCATED 17.5 MI S. AND 2.0 MI W. OF TIMBER LAKE, NEAR QUARTER CORNER
 QS0874'BETWEEN SECS. 13 AND 18, T. 14 N., RS. 24 AND 25 E., 610 FT N. OF
 QS0874'MOREAU RIVER, 200 FT S. OF RD., 1.5 FT W. OF N. - S. FENCE.
 QS0874'
 QS0874'STANDARD TABLET STAMPED---TT 20 MF 1948---SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2291 ***********************************************************************
 PU2291  DESIGNATION -  TT 20 WDR
 PU2291  PID         -  PU2291
 PU2291  STATE/COUNTY-  SD/MEADE
 PU2291  COUNTRY     -  US
 PU2291  USGS QUAD   -  BEND (2017)
 PU2291
 PU2291                         *CURRENT SURVEY CONTROL
 PU2291  ______________________________________________________________________
 PU2291* NAD 83(1996) POSITION- 44 14 34.71523(N) 103 00 36.31556(W)   ADJUSTED
 PU2291* NAVD 88 ORTHO HEIGHT -   911.89  (+/-2cm)     2991.8   (feet) VERTCON3
 PU2291  ______________________________________________________________________
 PU2291  GEOID HEIGHT    -        -16.995 (meters)                     GEOID18
 PU2291  LAPLACE CORR    -         -8.75  (seconds)                    DEFLEC18
 PU2291  HORZ ORDER      -  THIRD
 PU2291  VERT ORDER      -  THIRD ? (See Below)
 PU2291
 PU2291.The horizontal coordinates were established by classical geodetic methods
 PU2291.and adjusted by the National Geodetic Survey in January 1998.
 PU2291
 PU2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2291
 PU2291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2291.GEOID18 height accuracy estimate available here.
 PU2291
 PU2291.The vertical order pertains to the NGVD 29 superseded value.
 PU2291
 PU2291.Click photographs - Photos may exist for this station.
 PU2291
 PU2291.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2291
 PU2291. The following values were computed from the NAD 83(1996) position.
 PU2291
 PU2291;                    North         East     Units Scale Factor Converg.
 PU2291;SPC SD N     -    49,990.684   359,606.087   MT  1.00003780   -2 07 49.3
 PU2291;SPC SD N     -   164,011.10  1,179,807.64   sFT  1.00003780   -2 07 49.3
 PU2291;SPC SD S     -   215,596.750   386,230.045   MT  0.99996628   -1 50 47.6
 PU2291;SPC SD S     -   707,337.00  1,267,156.41   sFT  0.99996628   -1 50 47.6
 PU2291;UTM  13      - 4,900,785.722   658,887.825   MT  0.99991048   +1 23 19.2
 PU2291
 PU2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2291!SPC SD N     -   0.99985970  x   1.00003780  =   0.99989749
 PU2291!SPC SD S     -   0.99985970  x   0.99996628  =   0.99982598
 PU2291!UTM  13      -   0.99985970  x   0.99991048  =   0.99977019
 PU2291
 PU2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5888700785(NAD 83)
 PU2291
 PU2291                          SUPERSEDED SURVEY CONTROL
 PU2291
 PU2291  NAD 83(1993)-  44 14 34.70672(N)    103 00 36.31804(W) AD(       ) 3
 PU2291  NAD 83(1986)-  44 14 34.70463(N)    103 00 36.32304(W) AD(       ) 3
 PU2291  NAD 27      -  44 14 34.75200(N)    103 00 34.69300(W) AD(       ) 3
 PU2291  NGVD 29             911.41   (m)         2990.2    (f) LEVELING    3  
 PU2291
 PU2291.Superseded values are not recommended for survey control.
 PU2291
 PU2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2291.See file dsdata.pdf to determine how the superseded data were derived.
 PU2291
 PU2291_MARKER: DB = BENCH MARK DISK
 PU2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2291_STAMPING: TT 20 1950
 PU2291_MARK LOGO: USGS
 PU2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2291+STABILITY: SURFACE MOTION
 PU2291
 PU2291  HISTORY     - Date     Condition        Report By
 PU2291  HISTORY     - 1950     MONUMENTED       USGS
 PU2291
 PU2291                          STATION DESCRIPTION
 PU2291
 PU2291'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 PU2291'TT 20 WDR (USGS) IS 20 FEET EAST OF THE CENTER OF THE GRADED
 PU2291'DIRT ROAD, AND 2 FEET NORTHWEST OF A POWER LINE POLE.  IT IS
 PU2291'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT
 PU2291'20 1950 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 PU2291'THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1134 ***********************************************************************
 PT1134  DESIGNATION -  TT 20 WHV
 PT1134  PID         -  PT1134
 PT1134  STATE/COUNTY-  SD/HAAKON
 PT1134  COUNTRY     -  US
 PT1134  USGS QUAD   -  NOWLIN (2017)
 PT1134
 PT1134                         *CURRENT SURVEY CONTROL
 PT1134  ______________________________________________________________________
 PT1134* NAD 83(1996) POSITION- 44 00 58.21443(N) 101 16 30.50022(W)   ADJUSTED
 PT1134* NAVD 88 ORTHO HEIGHT -   694.    (meters)     2277.    (feet) SCALED
 PT1134  ______________________________________________________________________
 PT1134  GEOID HEIGHT    -        -22.516 (meters)                     GEOID18
 PT1134  LAPLACE CORR    -         -7.99  (seconds)                    DEFLEC18
 PT1134  HORZ ORDER      -  SECOND
 PT1134
 PT1134.The horizontal coordinates were established by classical geodetic methods
 PT1134.and adjusted by the National Geodetic Survey in January 1998.
 PT1134
 PT1134.The orthometric height was scaled from a topographic map.
 PT1134
 PT1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1134.GEOID18 height accuracy estimate available here.
 PT1134
 PT1134.Click photographs - Photos may exist for this station.
 PT1134
 PT1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1134
 PT1134. The following values were computed from the NAD 83(1996) position.
 PT1134
 PT1134;                    North         East     Units Scale Factor Converg.
 PT1134;SPC SD S     -   187,379.687   524,488.710   MT  0.99993094   -0 38 58.9
 PT1134;SPC SD S     -   614,761.52  1,720,760.04   sFT  0.99993094   -0 38 58.9
 PT1134;UTM  14      - 4,876,185.393   317,640.587   MT  1.00000902   -1 34 52.8
 PT1134
 PT1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1134!SPC SD S     -   0.99989465  x   0.99993094  =   0.99982559
 PT1134!UTM  14      -   0.99989465  x   1.00000902  =   0.99990366
 PT1134
 PT1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1764076185(NAD 83)
 PT1134
 PT1134|---------------------------------------------------------------------|
 PT1134| PID    Reference Object                     Distance      Geod. Az  |
 PT1134|                                                           dddmmss.s |
 PT1134| PT1135 TT 20 WHV RESET                      25.157 METERS 14024     |
 PT1134| PT1136 NOWLIN                              282.042 METERS 32023     |
 PT1134| PT1137 NOWLIN 2                            285.599 METERS 32209     |
 PT1134|---------------------------------------------------------------------|
 PT1134
 PT1134                          SUPERSEDED SURVEY CONTROL
 PT1134
 PT1134  NAD 83(1986)-  44 00 58.20732(N)    101 16 30.50243(W) AD(       ) 2
 PT1134  NAD 27      -  44 00 58.25020(N)    101 16 28.99720(W) AD(       ) 2
 PT1134
 PT1134.Superseded values are not recommended for survey control.
 PT1134
 PT1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1134.See file dsdata.pdf to determine how the superseded data were derived.
 PT1134
 PT1134_MARKER: DD = SURVEY DISK
 PT1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1134_STAMPING: TT WHV 20 1949
 PT1134_MARK LOGO: USGS
 PT1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1134+STABILITY: SURFACE MOTION
 PT1134
 PT1134  HISTORY     - Date     Condition        Report By
 PT1134  HISTORY     - 1949     MONUMENTED       USGS
 PT1134
 PT1134                          STATION DESCRIPTION
 PT1134
 PT1134'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (JCM)
 PT1134'THE STATION IS IN SECTION 30, T 1 N, R 24 E, ABOUT 3 MILES
 PT1134'SOUTHEAST OF THE VILLAGE OF NOWLIN, 1-1/2 MILES NORTH OF THE
 PT1134'HAAKON-JACKSON COUNTY LINES, ON THE RIGHT OF WAY OF A
 PT1134'COUNTY ROAD.  THE MARK IS 28 FEET EAST OF THE CENTER OF A
 PT1134'DIRT ROAD AND 2 FEET WEST OF A FENCE.  IT IS A BRONZE DISK OF
 PT1134'THE UNITED STATES GEOLOGICAL SURVEY SET IN THE TOP OF AN 8-INCH
 PT1134'CONCRETE CYLINDER THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED
 PT1134'WHV TT 20 1949.
 PT1134'
 PT1134'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PT1134'NOWLIN AND THE DISTANCE IS 282.041 METERS.  (925.33) FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1135 ***********************************************************************
 PT1135  DESIGNATION -  TT 20 WHV RESET
 PT1135  PID         -  PT1135
 PT1135  STATE/COUNTY-  SD/HAAKON
 PT1135  COUNTRY     -  US
 PT1135  USGS QUAD   -  NOWLIN (2017)
 PT1135
 PT1135                         *CURRENT SURVEY CONTROL
 PT1135  ______________________________________________________________________
 PT1135* NAD 83(1996) POSITION- 44 00 57.58644(N) 101 16 29.78022(W)   NO CHECK
 PT1135* NAVD 88 ORTHO HEIGHT -   694.23  (+/-2cm)     2277.7   (feet) VERTCON3
 PT1135  ______________________________________________________________________
 PT1135  GEOID HEIGHT    -        -22.517 (meters)                     GEOID18
 PT1135  LAPLACE CORR    -         -8.00  (seconds)                    DEFLEC18
 PT1135  HORZ ORDER      -  THIRD
 PT1135  VERT ORDER      -  THIRD ? (See Below)
 PT1135
 PT1135.The horizontal coordinates were established by classical geodetic methods
 PT1135.and adjusted by the National Geodetic Survey in January 1998.
 PT1135
 PT1135.No horizontal observational check was made to the station.
 PT1135
 PT1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1135
 PT1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1135.GEOID18 height accuracy estimate available here.
 PT1135
 PT1135.The vertical order pertains to the NGVD 29 superseded value.
 PT1135
 PT1135.Click photographs - Photos may exist for this station.
 PT1135
 PT1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1135
 PT1135. The following values were computed from the NAD 83(1996) position.
 PT1135
 PT1135;                    North         East     Units Scale Factor Converg.
 PT1135;SPC SD S     -   187,360.125   524,504.525   MT  0.99993092   -0 38 58.4
 PT1135;SPC SD S     -   614,697.34  1,720,811.93   sFT  0.99993092   -0 38 58.4
 PT1135;UTM  14      - 4,876,165.575   317,656.083   MT  1.00000895   -1 34 52.3
 PT1135
 PT1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1135!SPC SD S     -   0.99989468  x   0.99993092  =   0.99982561
 PT1135!UTM  14      -   0.99989468  x   1.00000895  =   0.99990363
 PT1135
 PT1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1765676165(NAD 83)
 PT1135
 PT1135                          SUPERSEDED SURVEY CONTROL
 PT1135
 PT1135  NAD 83(1986)-  44 00 57.57931(N)    101 16 29.78241(W) AD(       ) 3
 PT1135  NAD 27      -  44 00 57.62220(N)    101 16 28.27720(W) AD(       ) 3
 PT1135  NGVD 29             693.76   (m)         2276.1    (f) LEVELING    3  
 PT1135
 PT1135.Superseded values are not recommended for survey control.
 PT1135
 PT1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1135.See file dsdata.pdf to determine how the superseded data were derived.
 PT1135
 PT1135_MARKER: DB = BENCH MARK DISK
 PT1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1135_STAMPING: WHV 20 TT RESET 1956
 PT1135_MARK LOGO: USGS
 PT1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1135+STABILITY: SURFACE MOTION
 PT1135
 PT1135  HISTORY     - Date     Condition        Report By
 PT1135  HISTORY     - 1956     MONUMENTED       CGS
 PT1135
 PT1135                          STATION DESCRIPTION
 PT1135
 PT1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PT1135'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NOWLIN, GO
 PT1135'SOUTH AND SOUTHEAST ON THE MAIN GRADED ROAD FOR 2.9 MILES TO
 PT1135'THE STATION ON THE LEFT.  CONTINUE SOUTHEAST FOR 0.2 MILE
 PT1135'TO THE MARK ON THE LEFT.
 PT1135'
 PT1135'THE MARK IS ABOUT 75 FEET EAST OF THE CENTER LINE OF
 PT1135'THE ROAD.  IT IS A STANDARD BENCH MARK DISK STAMPED WHV 20 TT
 PT1135'RESET 1956 AND THE MARK PROJECTS ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0499 ***********************************************************************
 OR0499  DESIGNATION -  TT 21 B
 OR0499  PID         -  OR0499
 OR0499  STATE/COUNTY-  SD/BRULE
 OR0499  COUNTRY     -  US
 OR0499  USGS QUAD   -  RED LAKE WEST (2017)
 OR0499
 OR0499                         *CURRENT SURVEY CONTROL
 OR0499  ______________________________________________________________________
 OR0499* NAD 83(1986) POSITION- 43 37 47.30   (N) 099 15 06.84   (W)   HD_HELD1
 OR0499* NAVD 88 ORTHO HEIGHT -   530.608 (meters)     1740.84  (feet) ADJUSTED
 OR0499  ______________________________________________________________________
 OR0499  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 OR0499  DYNAMIC HEIGHT  -        530.445 (meters)     1740.30  (feet) COMP
 OR0499  MODELED GRAVITY -    980,297.0   (mgal)                       NAVD 88
 OR0499
 OR0499  VERT ORDER      -  SECOND    CLASS 0
 OR0499
 OR0499.The horizontal coordinates were determined by differentially corrected
 OR0499.hand held GPS observations or other comparable positioning techniques
 OR0499.and have an estimated accuracy of +/- 3 meters.
 OR0499
 OR0499.The orthometric height was determined by differential leveling and
 OR0499.adjusted by the NATIONAL GEODETIC SURVEY
 OR0499.in June 1991.
 OR0499
 OR0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0499.GEOID18 height accuracy estimate available here.
 OR0499
 OR0499.Click photographs - Photos may exist for this station.
 OR0499
 OR0499.The dynamic height is computed by dividing the NAVD 88
 OR0499.geopotential number by the normal gravity value computed on the
 OR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0499.degrees latitude (g = 980.6199 gals.).
 OR0499
 OR0499.The modeled gravity was interpolated from observed gravity values.
 OR0499
 OR0499;                    North         East    Units  Estimated Accuracy
 OR0499;SPC SD S     -   144,594.8     687,264.5     MT  (+/- 3 meters HH1 GPS) 
 OR0499
 OR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7967830788(NAD 83)
 OR0499
 OR0499                          SUPERSEDED SURVEY CONTROL
 OR0499
 OR0499  NGVD 29 (??/??/92)  530.257  (m)         1739.68   (f) ADJ UNCH    2 0
 OR0499
 OR0499.Superseded values are not recommended for survey control.
 OR0499
 OR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0499.See file dsdata.pdf to determine how the superseded data were derived.
 OR0499
 OR0499_MARKER: DD = SURVEY DISK
 OR0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0499_STAMPING: 1740 TT 21 B 1940
 OR0499_MARK LOGO: USGS
 OR0499_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0499+STABILITY: SURFACE MOTION
 OR0499
 OR0499  HISTORY     - Date     Condition        Report By
 OR0499  HISTORY     - 1940     MONUMENTED       USGS
 OR0499  HISTORY     - 1984     MARK NOT FOUND   NGS
 OR0499
 OR0499                          STATION DESCRIPTION
 OR0499
 OR0499'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 OR0499'15.9 MI SE FROM CHAMBERLAIN.
 OR0499'15.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0499'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0499'SOUTH, 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, 10.1 MILES
 OR0499'SOUTH ALONG A GRAVEL ROAD, AND 3.0 MILES EAST ALONG A GRADED
 OR0499'DIRT ROAD.  IT IS AT THE INTERSECTION OF A NORTH-AND-SOUTH
 OR0499'GRADED DIRT ROAD, 80 FEET EAST OF THE CENTERLINE OF THE
 OR0499'NORTH-AND-SOUTH ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE
 OR0499'EAST-AND-WEST ROAD, 50 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 OR0499'OF THE FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 OR0499'ABOUT 1 FOOT LOWER THAN THE EAST-AND-WEST ROAD AND SET IN THE
 OR0499'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OR0499
 OR0499                          STATION RECOVERY (1984)
 OR0499
 OR0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0596 ***********************************************************************
 PT0596  DESIGNATION -  TT 21 GB
 PT0596  PID         -  PT0596
 PT0596  STATE/COUNTY-  SD/HAAKON
 PT0596  COUNTRY     -  US
 PT0596  USGS QUAD   -  PHILIP SE (2017)
 PT0596
 PT0596                         *CURRENT SURVEY CONTROL
 PT0596  ______________________________________________________________________
 PT0596* NAD 83(1996) POSITION- 44 03 09.88897(N) 101 36 14.82370(W)   ADJUSTED
 PT0596* NAVD 88 ORTHO HEIGHT -   674.419 (meters)     2212.66  (feet) ADJUSTED
 PT0596  ______________________________________________________________________
 PT0596  GEOID HEIGHT    -        -21.321 (meters)                     GEOID18
 PT0596  LAPLACE CORR    -         -9.56  (seconds)                    DEFLEC18
 PT0596  DYNAMIC HEIGHT  -        674.222 (meters)     2212.01  (feet) COMP
 PT0596  MODELED GRAVITY -    980,304.6   (mgal)                       NAVD 88
 PT0596
 PT0596  HORZ ORDER      -  SECOND
 PT0596  VERT ORDER      -  SECOND    CLASS 0
 PT0596
 PT0596.The horizontal coordinates were established by classical geodetic methods
 PT0596.and adjusted by the National Geodetic Survey in January 1998.
 PT0596
 PT0596.The orthometric height was determined by differential leveling and
 PT0596.adjusted by the NATIONAL GEODETIC SURVEY
 PT0596.in June 1991.
 PT0596
 PT0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0596.GEOID18 height accuracy estimate available here.
 PT0596
 PT0596.Click photographs - Photos may exist for this station.
 PT0596
 PT0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0596
 PT0596.The dynamic height is computed by dividing the NAVD 88
 PT0596.geopotential number by the normal gravity value computed on the
 PT0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0596.degrees latitude (g = 980.6199 gals.).
 PT0596
 PT0596.The modeled gravity was interpolated from observed gravity values.
 PT0596
 PT0596. The following values were computed from the NAD 83(1996) position.
 PT0596
 PT0596;                    North         East     Units Scale Factor Converg.
 PT0596;SPC SD S     -   191,794.368   498,176.100   MT  0.99993557   -0 52 36.0
 PT0596;SPC SD S     -   629,245.36  1,634,432.75   sFT  0.99993557   -0 52 36.0
 PT0596;UTM  14      - 4,881,028.671   291,399.755   MT  1.00013521   -1 48 40.8
 PT0596
 PT0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0596!SPC SD S     -   0.99989760  x   0.99993557  =   0.99983318
 PT0596!UTM  14      -   0.99989760  x   1.00013521  =   1.00003280
 PT0596
 PT0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9139981028(NAD 83)
 PT0596
 PT0596                          SUPERSEDED SURVEY CONTROL
 PT0596
 PT0596  NAD 83(1986)-  44 03 09.87992(N)    101 36 14.82579(W) AD(       ) 2
 PT0596  NAD 27      -  44 03 09.92410(N)    101 36 13.31160(W) AD(       ) 2
 PT0596  NGVD 29 (??/??/92)  673.968  (m)         2211.18   (f) ADJ UNCH    2 0
 PT0596  NGVD 29             673.94   (m)         2211.1    (f) LEVELING    3  
 PT0596
 PT0596.Superseded values are not recommended for survey control.
 PT0596
 PT0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0596.See file dsdata.pdf to determine how the superseded data were derived.
 PT0596
 PT0596_MARKER: DD = SURVEY DISK
 PT0596_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT0596_STAMPING: TT 21 GB 1949
 PT0596_MARK LOGO: USGS
 PT0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0596
 PT0596  HISTORY     - Date     Condition        Report By
 PT0596  HISTORY     - 1949     MONUMENTED       USGS
 PT0596  HISTORY     - 1961     GOOD             USGS
 PT0596  HISTORY     - 1962     GOOD             CGS
 PT0596
 PT0596                          STATION DESCRIPTION
 PT0596
 PT0596'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 PT0596'STATION PORT IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF PHILIP,
 PT0596'ABOUT 1/4 MILE WEST OF THE BUILDINGS AT THE PHILIP MUNICIPAL
 PT0596'AIRPORT, 52 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 14,
 PT0596'18.5 FEET SOUTHEAST OF THE EAST GATE POST OF A WIRE GATE,
 PT0596'AND 8.6 FEET SOUTH OF A WITNESS POST.
 PT0596'
 PT0596'TT 21 GB (USGS) IS 72 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PT0596'NO. 14, 25 FEET EAST OF A TELEPHONE POLE, AND 10.5 FEET WEST
 PT0596'OF THE WEST GATE POST OF A WIRE GATE.  IT IS A STANDARD U.S.
 PT0596'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 21 GB 1949.  IT
 PT0596'IS SET IN THE CENTER OF A 6-INCH CONCRETE CYLINDER THAT
 PT0596'PROJECTS 6 INCHES.
 PT0596
 PT0596                          STATION RECOVERY (1961)
 PT0596
 PT0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 PT0596'STATION PORT IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF PHILIP AND
 PT0596'1/4 MILE WEST OF THE PHILIP MUNICIPAL AIRPORT.  IT IS IN
 PT0596'SEC. 9, R21E, T1N.
 PT0596'
 PT0596'BENCH MARK TT 21 GB 1949 IS A
 PT0596'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PT0596'STAMPED TT 21 GB 1949, IS SET IN THE TOP OF A 5-INCH CYLINDRICAL
 PT0596'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 10.9 FEET WEST
 PT0596'OF THE WEST GATE POST AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 PT0596
 PT0596                          STATION RECOVERY (1962)
 PT0596
 PT0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0596'3.8 MI NE FROM PHILIP.
 PT0596'ABOUT 2.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0596'FROM THE STATION AT PHILIP, THENCE 0.6 MILE NORTHEAST ALONG A
 PT0596'PRIVATE GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG OLD U.S. HIGHWAY
 PT0596'14, 0.15 MILE WEST OF THE PHILIP MUNICIPAL AIRPORT, IN SECTION
 PT0596'9, T 1 N, R 21 E, 73 FEET NORTH OF THE CENTER LINE OF THE OLD
 PT0596'HIGHWAY, 97 FEET EAST OF THE CENTER LINE OF A PRIVATE GRAVELED
 PT0596'ROAD, 25 FEET EAST OF A TELEPHONE POLE, 1/2 FOOT SOUTH OF A
 PT0596'FENCE, 44.7 FEET WEST-NORTHWEST OF PORT 1950, ABOUT LEVEL WITH THE
 PT0596'OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0596'4-INCHES.  NOTE-THIS MARK IS PORT R.M. 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0102 ***********************************************************************
 NN0102  DESIGNATION -  TT 21 PB
 NN0102  PID         -  NN0102
 NN0102  STATE/COUNTY-  SD/CHARLES MIX
 NN0102  COUNTRY     -  US
 NN0102  USGS QUAD   -  MARTY (2017)
 NN0102
 NN0102                         *CURRENT SURVEY CONTROL
 NN0102  ______________________________________________________________________
 NN0102* NAD 83(1986) POSITION- 42 57 05.42   (N) 098 26 46.12   (W)   HD_HELD1
 NN0102* NAVD 88 ORTHO HEIGHT -   378.411 (meters)     1241.50  (feet) ADJUSTED
 NN0102  ______________________________________________________________________
 NN0102  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 NN0102  DYNAMIC HEIGHT  -        378.287 (meters)     1241.10  (feet) COMP
 NN0102  MODELED GRAVITY -    980,282.5   (mgal)                       NAVD 88
 NN0102
 NN0102  VERT ORDER      -  SECOND    CLASS 0
 NN0102
 NN0102.The horizontal coordinates were determined by differentially corrected
 NN0102.hand held GPS observations or other comparable positioning techniques
 NN0102.and have an estimated accuracy of +/- 3 meters.
 NN0102
 NN0102.The orthometric height was determined by differential leveling and
 NN0102.adjusted by the NATIONAL GEODETIC SURVEY
 NN0102.in June 1991.
 NN0102
 NN0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0102.GEOID18 height accuracy estimate available here.
 NN0102
 NN0102.Click photographs - Photos may exist for this station.
 NN0102
 NN0102.The dynamic height is computed by dividing the NAVD 88
 NN0102.geopotential number by the normal gravity value computed on the
 NN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0102.degrees latitude (g = 980.6199 gals.).
 NN0102
 NN0102.The modeled gravity was interpolated from observed gravity values.
 NN0102
 NN0102;                    North         East    Units  Estimated Accuracy
 NN0102;SPC SD S     -    70,423.5     753,986.9     MT  (+/- 3 meters HH1 GPS) 
 NN0102
 NN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4517955578(NAD 83)
 NN0102
 NN0102                          SUPERSEDED SURVEY CONTROL
 NN0102
 NN0102  NGVD 29 (??/??/92)  378.137  (m)         1240.60   (f) ADJ UNCH    2 0
 NN0102
 NN0102.Superseded values are not recommended for survey control.
 NN0102
 NN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0102.See file dsdata.pdf to determine how the superseded data were derived.
 NN0102
 NN0102_MARKER: DD = SURVEY DISK
 NN0102_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NN0102_STAMPING: TT 21 PB 1946
 NN0102_MARK LOGO: USGS
 NN0102_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0102
 NN0102  HISTORY     - Date     Condition        Report By
 NN0102  HISTORY     - 1946     MONUMENTED       USGS
 NN0102  HISTORY     - 1949     GOOD             CGS
 NN0102
 NN0102                          STATION DESCRIPTION
 NN0102
 NN0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0102'4.2 MI NW FROM GREENWOOD.
 NN0102'4.15 MILES NORTHWEST ALONG A DIRT ROAD FROM THE YANKTON INDIAN
 NN0102'AGENCY AT GREENWOOD, 0.1 MILE NORTH OF A COUNTRY SCHOOL ON THE
 NN0102'WEST SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NN0102'LEADING SOUTH AND WEST, 97.0 FEET NORTHEAST OF THE CENTER LINE
 NN0102'OF THE ROAD, 28.0 FEET EAST OF A POINT ON THE PROJECTED CENTER
 NN0102'LINE OF THE SOUTH TANGENT, 17.8 FEET SOUTH OF A CORNER FENCE POST,
 NN0102'2.2 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST,
 NN0102'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NN0102'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1748 ***********************************************************************
 PU1748  DESIGNATION -  TT 21 WDR
 PU1748  PID         -  PU1748
 PU1748  STATE/COUNTY-  SD/BUTTE
 PU1748  COUNTRY     -  US
 PU1748  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1748
 PU1748                         *CURRENT SURVEY CONTROL
 PU1748  ______________________________________________________________________
 PU1748* NAD 83(1986) POSITION- 44 41 33.86   (N) 103 51 06.77   (W)   HD_HELD1
 PU1748* NAVD 88 ORTHO HEIGHT -   929.194 (meters)     3048.53  (feet) ADJUSTED
 PU1748  ______________________________________________________________________
 PU1748  GEOID HEIGHT    -        -15.387 (meters)                     GEOID18
 PU1748  DYNAMIC HEIGHT  -        928.940 (meters)     3047.70  (feet) COMP
 PU1748  MODELED GRAVITY -    980,312.1   (mgal)                       NAVD 88
 PU1748
 PU1748  VERT ORDER      -  FIRST     CLASS II
 PU1748
 PU1748.The horizontal coordinates were determined by differentially corrected
 PU1748.hand held GPS observations or other comparable positioning techniques
 PU1748.and have an estimated accuracy of +/- 3 meters.
 PU1748
 PU1748.The orthometric height was determined by differential leveling and
 PU1748.adjusted by the NATIONAL GEODETIC SURVEY
 PU1748.in June 1991.
 PU1748
 PU1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1748.GEOID18 height accuracy estimate available here.
 PU1748
 PU1748.Click photographs - Photos may exist for this station.
 PU1748
 PU1748.The dynamic height is computed by dividing the NAVD 88
 PU1748.geopotential number by the normal gravity value computed on the
 PU1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1748.degrees latitude (g = 980.6199 gals.).
 PU1748
 PU1748.The modeled gravity was interpolated from observed gravity values.
 PU1748
 PU1748;                    North         East    Units  Estimated Accuracy
 PU1748;SPC SD N     -   102,761.0     294,800.4     MT  (+/- 3 meters HH1 GPS) 
 PU1748
 PU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9097149459(NAD 83)
 PU1748
 PU1748                          SUPERSEDED SURVEY CONTROL
 PU1748
 PU1748  NGVD 29 (??/??/92)  928.709  (m)         3046.94   (f) ADJ UNCH    1 2
 PU1748
 PU1748.Superseded values are not recommended for survey control.
 PU1748
 PU1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1748.See file dsdata.pdf to determine how the superseded data were derived.
 PU1748
 PU1748_MARKER: DD = SURVEY DISK
 PU1748_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU1748_SP_SET: BOX CULVERT WINGWALL
 PU1748_STAMPING: TT 21 WDR 1950
 PU1748_MARK LOGO: USGS
 PU1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1748+STABILITY: SURFACE MOTION
 PU1748
 PU1748  HISTORY     - Date     Condition        Report By
 PU1748  HISTORY     - 1950     MONUMENTED       USGS
 PU1748  HISTORY     - 1962     GOOD             CGS
 PU1748  HISTORY     - 19980920 MARK NOT FOUND   NGS
 PU1748
 PU1748                          STATION DESCRIPTION
 PU1748
 PU1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1748'1.6 MI N FROM BELLE FOURCHE.
 PU1748'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1748'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 34,
 PU1748'T 9 N, R 2 E, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46
 PU1748'FEET NORTHEAST OF A POWER POLE, 37 FEET EAST OF A FENCE, ABOUT 3
 PU1748'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 PU1748'NORTHWEST WINGWALL OF A 6 FOOT X 6 FOOT BOX TYPE CULVERT.
 PU1748
 PU1748                          STATION RECOVERY (1998)
 PU1748
 PU1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1748'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0478 ***********************************************************************
 PU0478  DESIGNATION -  TT 21 WH
 PU0478  PID         -  PU0478
 PU0478  STATE/COUNTY-  SD/PENNINGTON
 PU0478  COUNTRY     -  US
 PU0478  USGS QUAD   -  CREIGHTON (2017)
 PU0478
 PU0478                         *CURRENT SURVEY CONTROL
 PU0478  ______________________________________________________________________
 PU0478* NAD 83(1986) POSITION- 44 22 22.38   (N) 102 07 51.20   (W)   HD_HELD1
 PU0478* NAVD 88 ORTHO HEIGHT -   637.012 (meters)     2089.93  (feet) ADJUSTED
 PU0478  ______________________________________________________________________
 PU0478  GEOID HEIGHT    -        -19.618 (meters)                     GEOID18
 PU0478  DYNAMIC HEIGHT  -        636.860 (meters)     2089.43  (feet) COMP
 PU0478  MODELED GRAVITY -    980,359.5   (mgal)                       NAVD 88
 PU0478
 PU0478  VERT ORDER      -  SECOND    CLASS 0
 PU0478
 PU0478.The horizontal coordinates were determined by differentially corrected
 PU0478.hand held GPS observations or other comparable positioning techniques
 PU0478.and have an estimated accuracy of +/- 3 meters.
 PU0478
 PU0478.The orthometric height was determined by differential leveling and
 PU0478.adjusted by the NATIONAL GEODETIC SURVEY
 PU0478.in June 1991.
 PU0478
 PU0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0478.GEOID18 height accuracy estimate available here.
 PU0478
 PU0478.Click photographs - Photos may exist for this station.
 PU0478
 PU0478.The dynamic height is computed by dividing the NAVD 88
 PU0478.geopotential number by the normal gravity value computed on the
 PU0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0478.degrees latitude (g = 980.6199 gals.).
 PU0478
 PU0478.The modeled gravity was interpolated from observed gravity values.
 PU0478
 PU0478;                    North         East    Units  Estimated Accuracy
 PU0478;SPC SD S     -   228,136.7     456,743.0     MT  (+/- 3 meters HH1 GPS) 
 PU0478
 PU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2858517293(NAD 83)
 PU0478
 PU0478                          SUPERSEDED SURVEY CONTROL
 PU0478
 PU0478  NGVD 29 (??/??/92)  636.568  (m)         2088.47   (f) ADJ UNCH    2 0
 PU0478
 PU0478.Superseded values are not recommended for survey control.
 PU0478
 PU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0478.See file dsdata.pdf to determine how the superseded data were derived.
 PU0478
 PU0478_MARKER: DD = SURVEY DISK
 PU0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0478_STAMPING: TT 21 WH 1950
 PU0478_MARK LOGO: USGS
 PU0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0478+STABILITY: SURFACE MOTION
 PU0478
 PU0478  HISTORY     - Date     Condition        Report By
 PU0478  HISTORY     - 1950     MONUMENTED       USGS
 PU0478  HISTORY     - 1962     GOOD             CGS
 PU0478
 PU0478                          STATION DESCRIPTION
 PU0478
 PU0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0478'3.9 MI SW FROM PEDRO.
 PU0478'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0478'AT PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A
 PU0478'ROAD JUNCTION, THENCE 2.5 MILES SOUTHWEST ALONG A GRAVELED
 PU0478'ROAD, ABOUT 0.9 MILE NORTH OF A RANCH HOUSE ON THE SOUTHEAST
 PU0478'SIDE OF A CURVE IN THE ROAD, 85 FEET EAST-NORTHEAST OF AND
 PU0478'ACROSS THE ROAD FROM A POWER POLE BRACED BY A GUY WIRE, 35 FEET
 PU0478'EAST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET SOUTHEAST OF A
 PU0478'CORNER FENCE POST, 3.0 FEET EAST OF A FENCE, 2.8 FEET EAST OF A
 PU0478'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0478'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0810 ***********************************************************************
 OR0810  DESIGNATION -  TT 23 PB RESET
 OR0810  PID         -  OR0810
 OR0810  STATE/COUNTY-  SD/GREGORY
 OR0810  COUNTRY     -  US
 OR0810  USGS QUAD   -  LUCAS SE (2017)
 OR0810
 OR0810                         *CURRENT SURVEY CONTROL
 OR0810  ______________________________________________________________________
 OR0810* NAD 83(1986) POSITION- 43 18 37.     (N) 099 06 20.     (W)   SCALED
 OR0810* NAVD 88 ORTHO HEIGHT -   609.33  (meters)     1999.1   (feet) RESET
 OR0810  ______________________________________________________________________
 OR0810  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 OR0810  VERT ORDER      -  THIRD
 OR0810
 OR0810.The horizontal coordinates were scaled from a map and have
 OR0810.an estimated accuracy of +/- 6 seconds.
 OR0810
 OR0810.The orthometric height was computed from unverified reset data.
 OR0810
 OR0810.No vertical observational check was made to the station.
 OR0810
 OR0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0810.GEOID18 height accuracy estimate available here.
 OR0810
 OR0810.Click photographs - Photos may exist for this station.
 OR0810
 OR0810;                    North         East    Units  Estimated Accuracy
 OR0810;SPC SD S     -   109,270.      699,600.      MT  (+/- 180 meters Scaled)
 OR0810
 OR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN914952(NAD 83)
 OR0810
 OR0810                          SUPERSEDED SURVEY CONTROL
 OR0810
 OR0810  NGVD 29 (04/17/07)  608.99   (m)         1998.0    (f) RESET       3  
 OR0810
 OR0810.Superseded values are not recommended for survey control.
 OR0810
 OR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0810.See file dsdata.pdf to determine how the superseded data were derived.
 OR0810
 OR0810_MARKER: DV = VERTICAL CONTROL DISK
 OR0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0810_STAMPING: TT 23 PB USGS 1946 RESET 1981
 OR0810_MARK LOGO: NGS
 OR0810_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0810+STABILITY: SURFACE MOTION
 OR0810
 OR0810  HISTORY     - Date     Condition        Report By
 OR0810  HISTORY     - 1981     MONUMENTED       NGS
 OR0810
 OR0810                          STATION DESCRIPTION
 OR0810
 OR0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OR0810'42.0 KM (26.1 MI) SW FROM PLATTE.
 OR0810'29.0 KM (18.0 MI) WEST ALONG HIGHWAY 44 FROM PLATTE, THENCE 13.0 KM
 OR0810'(8.1 MI) SOUTHEAST ALONG HIGHWAY 1806 TO A CURVE TO THE RIGHT,
 OR0810'50.8 METERS (166.8 FEET) NORTH OF THE CENTER OF HIGHWAY 1806, AND
 OR0810'4.6 METERS (15.2 FEET) SOUTH-SOUTHWEST OF A POWER POLE.
 OR0810'THE MARK IS 1.1 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0650 ***********************************************************************
 QS0650  DESIGNATION -  TT 24 CK
 QS0650  PID         -  QS0650
 QS0650  STATE/COUNTY-  SD/CORSON
 QS0650  COUNTRY     -  US
 QS0650  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0650
 QS0650                         *CURRENT SURVEY CONTROL
 QS0650  ______________________________________________________________________
 QS0650* NAD 83(1986) POSITION- 45 30 06.11   (N) 101 25 49.80   (W)   HD_HELD1
 QS0650* NAVD 88 ORTHO HEIGHT -   698.098 (meters)     2290.34  (feet) ADJUSTED
 QS0650  ______________________________________________________________________
 QS0650  GEOID HEIGHT    -        -20.429 (meters)                     GEOID18
 QS0650  DYNAMIC HEIGHT  -        698.005 (meters)     2290.04  (feet) COMP
 QS0650  MODELED GRAVITY -    980,459.3   (mgal)                       NAVD 88
 QS0650
 QS0650  VERT ORDER      -  FIRST     CLASS II
 QS0650
 QS0650.The horizontal coordinates were determined by differentially corrected
 QS0650.hand held GPS observations or other comparable positioning techniques
 QS0650.and have an estimated accuracy of +/- 3 meters.
 QS0650
 QS0650.The orthometric height was determined by differential leveling and
 QS0650.adjusted by the NATIONAL GEODETIC SURVEY
 QS0650.in June 1991.
 QS0650
 QS0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0650.GEOID18 height accuracy estimate available here.
 QS0650
 QS0650.Click photographs - Photos may exist for this station.
 QS0650
 QS0650.The dynamic height is computed by dividing the NAVD 88
 QS0650.geopotential number by the normal gravity value computed on the
 QS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0650.degrees latitude (g = 980.6199 gals.).
 QS0650
 QS0650.The modeled gravity was interpolated from observed gravity values.
 QS0650
 QS0650;                    North         East    Units  Estimated Accuracy
 QS0650;SPC SD N     -   186,384.5     488,207.4     MT  (+/- 3 meters HH1 GPS) 
 QS0650
 QS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1011941558(NAD 83)
 QS0650
 QS0650                          SUPERSEDED SURVEY CONTROL
 QS0650
 QS0650.No superseded survey control is available for this station.
 QS0650
 QS0650_MARKER: DD = SURVEY DISK
 QS0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0650_STAMPING: TT 24 CK 1950 2289
 QS0650_MARK LOGO: USGS
 QS0650_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0650+STABILITY: SURFACE MOTION
 QS0650
 QS0650  HISTORY     - Date     Condition        Report By
 QS0650  HISTORY     - 1950     MONUMENTED       USGS
 QS0650  HISTORY     - 1985     GOOD             NGS
 QS0650
 QS0650                          STATION DESCRIPTION
 QS0650
 QS0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0650'12.3 KM (7.65 MI) NORTH FROM ISABEL.
 QS0650'12.2 KM (7.55 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0650'ISABEL, THENCE 0.08 KM (0.05 MI) WEST ALONG A GRADED ROAD, 7.7 METERS
 QS0650'(24.8 FT) NORTH OF THE CENTER OF THE ROAD, 43.6 METERS (143 FT) WEST
 QS0650'OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF A EAST-WEST FENCE.
 QS0650'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0650'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9082 ***********************************************************************
 AD9082  DESIGNATION -  TT 24 WDR
 AD9082  PID         -  AD9082
 AD9082  STATE/COUNTY-  SD/LAWRENCE
 AD9082  COUNTRY     -  US
 AD9082  USGS QUAD   -  JOLLY (2017)
 AD9082
 AD9082                         *CURRENT SURVEY CONTROL
 AD9082  ______________________________________________________________________
 AD9082* NAD 83(1986) POSITION- 44 34 26.18   (N) 103 51 36.05   (W)   HD_HELD1
 AD9082* NAVD 88 ORTHO HEIGHT -  1020.139 (meters)     3346.91  (feet) ADJUSTED
 AD9082  ______________________________________________________________________
 AD9082  GEOID HEIGHT    -        -14.990 (meters)                     GEOID18
 AD9082  DYNAMIC HEIGHT  -       1019.830 (meters)     3345.89  (feet) COMP
 AD9082  MODELED GRAVITY -    980,279.4   (mgal)                       NAVD 88
 AD9082
 AD9082  VERT ORDER      -  FIRST     CLASS II
 AD9082
 AD9082.The horizontal coordinates were determined by differentially corrected
 AD9082.hand held GPS observations or other comparable positioning techniques
 AD9082.and have an estimated accuracy of +/- 3 meters.
 AD9082
 AD9082.The orthometric height was determined by differential leveling and
 AD9082.adjusted by the NATIONAL GEODETIC SURVEY
 AD9082.in July 1998.
 AD9082
 AD9082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9082.GEOID18 height accuracy estimate available here.
 AD9082
 AD9082.Click photographs - Photos may exist for this station.
 AD9082
 AD9082.The dynamic height is computed by dividing the NAVD 88
 AD9082.geopotential number by the normal gravity value computed on the
 AD9082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9082.degrees latitude (g = 980.6199 gals.).
 AD9082
 AD9082.The modeled gravity was interpolated from observed gravity values.
 AD9082
 AD9082;                    North         East    Units  Estimated Accuracy
 AD9082;SPC SD N     -    89,605.5     293,527.3     MT  (+/- 3 meters HH1 GPS) 
 AD9082
 AD9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9051136254(NAD 83)
 AD9082
 AD9082                          SUPERSEDED SURVEY CONTROL
 AD9082
 AD9082.No superseded survey control is available for this station.
 AD9082
 AD9082_MARKER: DB = BENCH MARK DISK
 AD9082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9082_STAMPING: TT 24 WDR 1950
 AD9082_MARK LOGO: USGS
 AD9082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9082+STABILITY: SURFACE MOTION
 AD9082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9082+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9082
 AD9082  HISTORY     - Date     Condition        Report By
 AD9082  HISTORY     - 1950     MONUMENTED       USGS
 AD9082  HISTORY     - 19960415 GOOD             NGS
 AD9082
 AD9082                          STATION DESCRIPTION
 AD9082
 AD9082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9082'6.1 KM (3.80 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AD9082'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 60.1 M (197.2 FT)
 AD9082'SOUTHWEST OF MILEPOST 49, 17.6 M (57.7 FT) WEST OF THE HIGHWAY
 AD9082'CENTERLINE, 5.0 M (16.4 FT) EAST OF A FENCE, 1.0 M (3.3 FT) BELOW THE
 AD9082'LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE
 AD9082'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0502 ***********************************************************************
 OR0502  DESIGNATION -  TT 25 B
 OR0502  PID         -  OR0502
 OR0502  STATE/COUNTY-  SD/BRULE
 OR0502  COUNTRY     -  US
 OR0502  USGS QUAD   -  BOND BOTTOM (2017)
 OR0502
 OR0502                         *CURRENT SURVEY CONTROL
 OR0502  ______________________________________________________________________
 OR0502* NAD 83(1986) POSITION- 43 36 01.     (N) 099 15 06.     (W)   SCALED
 OR0502* NAVD 88 ORTHO HEIGHT -   540.142 (meters)     1772.12  (feet) ADJUSTED
 OR0502  ______________________________________________________________________
 OR0502  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 OR0502  DYNAMIC HEIGHT  -        539.972 (meters)     1771.56  (feet) COMP
 OR0502  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 OR0502
 OR0502  VERT ORDER      -  SECOND    CLASS 0
 OR0502
 OR0502.The horizontal coordinates were scaled from a map and have
 OR0502.an estimated accuracy of +/- 6 seconds.
 OR0502
 OR0502.The orthometric height was determined by differential leveling and
 OR0502.adjusted by the NATIONAL GEODETIC SURVEY
 OR0502.in June 1991.
 OR0502
 OR0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0502.GEOID18 height accuracy estimate available here.
 OR0502
 OR0502.Click photographs - Photos may exist for this station.
 OR0502
 OR0502.The dynamic height is computed by dividing the NAVD 88
 OR0502.geopotential number by the normal gravity value computed on the
 OR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0502.degrees latitude (g = 980.6199 gals.).
 OR0502
 OR0502.The modeled gravity was interpolated from observed gravity values.
 OR0502
 OR0502;                    North         East    Units  Estimated Accuracy
 OR0502;SPC SD S     -   141,320.      687,330.      MT  (+/- 180 meters Scaled)
 OR0502
 OR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP796275(NAD 83)
 OR0502
 OR0502                          SUPERSEDED SURVEY CONTROL
 OR0502
 OR0502  NGVD 29 (??/??/92)  539.79   (m)         1771.0    (f) COMPUTED    2 0
 OR0502
 OR0502.Superseded values are not recommended for survey control.
 OR0502
 OR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0502.See file dsdata.pdf to determine how the superseded data were derived.
 OR0502
 OR0502_MARKER: DD = SURVEY DISK
 OR0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0502_STAMPING: 1771 TT 25 B 1940
 OR0502_MARK LOGO: USGS
 OR0502_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0502+STABILITY: SURFACE MOTION
 OR0502
 OR0502  HISTORY     - Date     Condition        Report By
 OR0502  HISTORY     - 1940     MONUMENTED       USGS
 OR0502  HISTORY     - 1945     GOOD             CGS
 OR0502  HISTORY     - 1984     MARK NOT FOUND   NGS
 OR0502
 OR0502                          STATION DESCRIPTION
 OR0502
 OR0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0502'17.9 MI SE FROM CHAMBERLAIN.
 OR0502'17.9 MILES SOUTHEAST TO REACH FROM THE POST OFFICE AT CHAMBERLAIN
 OR0502'GO SOUTH 2 BLOCKS, THENCE SOUTHEASTERLY 2.7 MILES ALONG U.S.
 OR0502'HIGHWAY NO. 16, THENCE SOUTH 10.1 MILES ALONG A GRAVELED ROAD,
 OR0502'THENCE EAST 3.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTH 2.0
 OR0502'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT
 OR0502'THE INTERSECTION OF TWO DIRT ROADS, 37.0 FEET EAST OF AND ABOUT
 OR0502'LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33.0 FEET
 OR0502'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3.0 FEET EAST
 OR0502'OF A FENCE CORNER POST AND 2.0 FEET WEST OF A 4 X 4 MARKER POST.
 OR0502'A BRONZE DISK STAMPED 1771 TT 25 B 1940 SET IN THE TOP OF A
 OR0502'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
 OR0502
 OR0502                          STATION RECOVERY (1984)
 OR0502
 OR0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0502'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0503 ***********************************************************************
 OR0503  DESIGNATION -  TT 25 B RESET
 OR0503  PID         -  OR0503
 OR0503  STATE/COUNTY-  SD/BRULE
 OR0503  COUNTRY     -  US
 OR0503  USGS QUAD   -  BOND BOTTOM (2017)
 OR0503
 OR0503                         *CURRENT SURVEY CONTROL
 OR0503  ______________________________________________________________________
 OR0503* NAD 83(1986) POSITION- 43 36 02.     (N) 099 15 06.     (W)   SCALED
 OR0503* NAVD 88 ORTHO HEIGHT -   538.16  (+/-2cm)     1765.6   (feet) VERTCON3
 OR0503  ______________________________________________________________________
 OR0503  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 OR0503  VERT ORDER      -  THIRD (See Below)
 OR0503
 OR0503.The horizontal coordinates were scaled from a map and have
 OR0503.an estimated accuracy of +/- 6 seconds.
 OR0503
 OR0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0503
 OR0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0503.GEOID18 height accuracy estimate available here.
 OR0503
 OR0503.The vertical order pertains to the NGVD 29 superseded value.
 OR0503
 OR0503.Click photographs - Photos may exist for this station.
 OR0503
 OR0503;                    North         East    Units  Estimated Accuracy
 OR0503;SPC SD S     -   141,350.      687,330.      MT  (+/- 180 meters Scaled)
 OR0503
 OR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP796275(NAD 83)
 OR0503
 OR0503                          SUPERSEDED SURVEY CONTROL
 OR0503
 OR0503  NGVD 29 (??/??/??)  537.80   (m)         1764.4    (f) RESET       3  
 OR0503
 OR0503.Superseded values are not recommended for survey control.
 OR0503
 OR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0503.See file dsdata.pdf to determine how the superseded data were derived.
 OR0503
 OR0503_MARKER: DD = SURVEY DISK
 OR0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0503_STAMPING: 25 B RESET 1949
 OR0503_MARK LOGO: USGS
 OR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0503+STABILITY: SURFACE MOTION
 OR0503
 OR0503  HISTORY     - Date     Condition        Report By
 OR0503  HISTORY     - 1949     MONUMENTED       USGS
 OR0503
 OR0503                          STATION DESCRIPTION
 OR0503
 OR0503'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OR0503'17.9 MI SE FROM CHAMBERLAIN.
 OR0503'17.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0503'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0503'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0503'10.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST
 OR0503'ALONG A GRADED DIRT ROAD, AND THENCE 2.0 MILES SOUTH ALONG A
 OR0503'GRADED DIRT ROAD.  IT IS AT THE INTERSECTION OF AN EAST-AND-WEST
 OR0503'GRADED DIRT ROAD, 62 FEET NORTH OF THE CENTER LINE OF THE
 OR0503'EAST-AND-WEST ROAD, AND 41 FEET EAST OF THE CENTER LINE OF THE
 OR0503'NORTH-AND-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0638 ***********************************************************************
 OR0638  DESIGNATION -  TT 25 PB
 OR0638  PID         -  OR0638
 OR0638  STATE/COUNTY-  SD/CHARLES MIX
 OR0638  COUNTRY     -  US
 OR0638  USGS QUAD   -  ACADEMY (2017)
 OR0638
 OR0638                         *CURRENT SURVEY CONTROL
 OR0638  ______________________________________________________________________
 OR0638* NAD 83(1986) POSITION- 43 23 33.     (N) 099 05 27.     (W)   SCALED
 OR0638* NAVD 88 ORTHO HEIGHT -   504.530 (meters)     1655.28  (feet) ADJUSTED
 OR0638  ______________________________________________________________________
 OR0638  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 OR0638  DYNAMIC HEIGHT  -        504.359 (meters)     1654.72  (feet) COMP
 OR0638  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 OR0638
 OR0638  VERT ORDER      -  FIRST     CLASS II
 OR0638
 OR0638.The horizontal coordinates were scaled from a map and have
 OR0638.an estimated accuracy of +/- 6 seconds.
 OR0638
 OR0638.The orthometric height was determined by differential leveling and
 OR0638.adjusted by the NATIONAL GEODETIC SURVEY
 OR0638.in June 1991.
 OR0638
 OR0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0638.GEOID18 height accuracy estimate available here.
 OR0638
 OR0638.Click photographs - Photos may exist for this station.
 OR0638
 OR0638.The dynamic height is computed by dividing the NAVD 88
 OR0638.geopotential number by the normal gravity value computed on the
 OR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0638.degrees latitude (g = 980.6199 gals.).
 OR0638
 OR0638.The modeled gravity was interpolated from observed gravity values.
 OR0638
 OR0638;                    North         East    Units  Estimated Accuracy
 OR0638;SPC SD S     -   118,420.      700,660.      MT  (+/- 180 meters Scaled)
 OR0638
 OR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP926044(NAD 83)
 OR0638
 OR0638                          SUPERSEDED SURVEY CONTROL
 OR0638
 OR0638  NGVD 29 (??/??/92)  504.18   (m)         1654.1    (f) COMPUTED    1 2
 OR0638
 OR0638.Superseded values are not recommended for survey control.
 OR0638
 OR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0638.See file dsdata.pdf to determine how the superseded data were derived.
 OR0638
 OR0638_MARKER: DB = BENCH MARK DISK
 OR0638_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0638_STAMPING: TT 25 PB 1946 1654
 OR0638_MARK LOGO: USGS
 OR0638_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0638
 OR0638  HISTORY     - Date     Condition        Report By
 OR0638  HISTORY     - 1946     MONUMENTED       USGS
 OR0638  HISTORY     - 1949     GOOD             CGS
 OR0638  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0638
 OR0638                          STATION DESCRIPTION
 OR0638
 OR0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0638'13.2 MI W FROM PLATTE.
 OR0638'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0638'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH
 OR0638'ALONG A GRAVEL ROAD, THENCE 1.5 MILES WEST ALONG A DIRT ROAD, JUST
 OR0638'NORTHWEST OF A U-CURVE, 32.0 FEET NORTHEAST OF THE CENTER LINE
 OR0638'OF THE ROAD, 18.0 FEET SOUTHEAST OF THE CENTER LINE OF A GATE,
 OR0638'8.0 FEET SOUTHEAST OF A 3-WAY CORNER FENCE POST, 1.0 FOOT SOUTHWEST
 OR0638'OF A FENCE, 1.0 FOOT NORTHWEST OF A REFERENCE POST, SET IN THE
 OR0638'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0638'NOTE-- THE CONCRETE POST IS LEANING SLIGHTLY TO THE SOUTHEAST.
 OR0638
 OR0638                          STATION RECOVERY (2013)
 OR0638
 OR0638'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0638'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0639 ***********************************************************************
 OR0639  DESIGNATION -  TT 25 PB RESET
 OR0639  PID         -  OR0639
 OR0639  STATE/COUNTY-  SD/CHARLES MIX
 OR0639  COUNTRY     -  US
 OR0639  USGS QUAD   -  ACADEMY (2017)
 OR0639
 OR0639                         *CURRENT SURVEY CONTROL
 OR0639  ______________________________________________________________________
 OR0639* NAD 83(1986) POSITION- 43 23 33.     (N) 099 05 27.     (W)   SCALED
 OR0639* NAVD 88 ORTHO HEIGHT -   502.15  (meters)     1647.5   (feet) RESET
 OR0639  ______________________________________________________________________
 OR0639  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 OR0639  VERT ORDER      -  THIRD
 OR0639
 OR0639.The horizontal coordinates were scaled from a map and have
 OR0639.an estimated accuracy of +/- 6 seconds.
 OR0639
 OR0639.The orthometric height was computed from unverified reset data.
 OR0639
 OR0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0639.GEOID18 height accuracy estimate available here.
 OR0639
 OR0639.Click photographs - Photos may exist for this station.
 OR0639
 OR0639;                    North         East    Units  Estimated Accuracy
 OR0639;SPC SD S     -   118,420.      700,660.      MT  (+/- 180 meters Scaled)
 OR0639
 OR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP926044(NAD 83)
 OR0639
 OR0639                          SUPERSEDED SURVEY CONTROL
 OR0639
 OR0639.No superseded survey control is available for this station.
 OR0639
 OR0639_MARKER: DB = BENCH MARK DISK
 OR0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0639_STAMPING: TT 25 PB USGS RESET 1963
 OR0639_MARK LOGO: CGS
 OR0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0639+STABILITY: SURFACE MOTION
 OR0639
 OR0639  HISTORY     - Date     Condition        Report By
 OR0639  HISTORY     - 1963     MONUMENTED       CGS
 OR0639
 OR0639                          STATION DESCRIPTION
 OR0639
 OR0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0639'13 MI NW FROM PLATTE.
 OR0639'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0639'CHARLES MIX COUNTY, TO JUNCTION WITH STATE HIGHWAY 44, TURN RIGHT
 OR0639'AND FOLLOW THE NEW HIGHWAY WEST, NORTHWEST AND WEST FOR ABOUT 13.0
 OR0639'MILES TO THE MARK ON THE RIGHT.  IT IS ABOUT 150 YARDS NORTHEAST
 OR0639'OF THE BANK AZIMUTH MARK, ABOUT 105 FEET NORTH OF THE CENTERLINE
 OR0639'OF THE HIGHWAY, ABOUT 45 FEET WEST OF THE BANK OF A DEEP GULLY,
 OR0639'2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF
 OR0639'A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD9085 ***********************************************************************
 AD9085  DESIGNATION -  TT 25 WDR
 AD9085  PID         -  AD9085
 AD9085  STATE/COUNTY-  SD/LAWRENCE
 AD9085  COUNTRY     -  US
 AD9085  USGS QUAD   -  JOLLY (2017)
 AD9085
 AD9085                         *CURRENT SURVEY CONTROL
 AD9085  ______________________________________________________________________
 AD9085* NAD 83(1986) POSITION- 44 32 29.89   (N) 103 51 37.85   (W)   HD_HELD1
 AD9085* NAVD 88 ORTHO HEIGHT -  1041.497 (meters)     3416.98  (feet) ADJUSTED
 AD9085  ______________________________________________________________________
 AD9085  GEOID HEIGHT    -        -14.834 (meters)                     GEOID18
 AD9085  DYNAMIC HEIGHT  -       1041.170 (meters)     3415.91  (feet) COMP
 AD9085  MODELED GRAVITY -    980,268.2   (mgal)                       NAVD 88
 AD9085
 AD9085  VERT ORDER      -  FIRST     CLASS II
 AD9085
 AD9085.The horizontal coordinates were determined by differentially corrected
 AD9085.hand held GPS observations or other comparable positioning techniques
 AD9085.and have an estimated accuracy of +/- 3 meters.
 AD9085
 AD9085.The orthometric height was determined by differential leveling and
 AD9085.adjusted by the NATIONAL GEODETIC SURVEY
 AD9085.in July 1998.
 AD9085
 AD9085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9085.GEOID18 height accuracy estimate available here.
 AD9085
 AD9085.Click photographs - Photos may exist for this station.
 AD9085
 AD9085.The dynamic height is computed by dividing the NAVD 88
 AD9085.geopotential number by the normal gravity value computed on the
 AD9085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9085.degrees latitude (g = 980.6199 gals.).
 AD9085
 AD9085.The modeled gravity was interpolated from observed gravity values.
 AD9085
 AD9085;                    North         East    Units  Estimated Accuracy
 AD9085;SPC SD N     -    86,022.0     293,316.5     MT  (+/- 3 meters HH1 GPS) 
 AD9085
 AD9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9052232665(NAD 83)
 AD9085
 AD9085                          SUPERSEDED SURVEY CONTROL
 AD9085
 AD9085.No superseded survey control is available for this station.
 AD9085
 AD9085_MARKER: DB = BENCH MARK DISK
 AD9085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9085_STAMPING: TT 25 WDR 1950
 AD9085_MARK LOGO: USGS
 AD9085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9085+STABILITY: SURFACE MOTION
 AD9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9085+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AD9085
 AD9085  HISTORY     - Date     Condition        Report By
 AD9085  HISTORY     - 1950     MONUMENTED       USGS
 AD9085  HISTORY     - 19960415 GOOD             NGS
 AD9085
 AD9085                          STATION DESCRIPTION
 AD9085
 AD9085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD9085'2.5 KM (1.55 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 AD9085'INTERSTATE HIGHWAY 90 (EXIT 10) IN SPEARFISH, 438.0 M (1437.0 FT)
 AD9085'SOUTH OF MILEPOST 47, 19.1 M (62.7 FT) SOUTH OF AN UNDERGROUND CABLE
 AD9085'JUNCTION BOX, 15.0 M (49.2 FT) WEST OF THE HIGHWAY CENTERLINE, 8.4 M
 AD9085'(27.6 FT) EAST OF A FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 AD9085'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 AD9085'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0259 ***********************************************************************
 OS0259  DESIGNATION -  TT 26
 OS0259  PID         -  OS0259
 OS0259  STATE/COUNTY-  SD/JACKSON
 OS0259  COUNTRY     -  US
 OS0259  USGS QUAD   -  BELVIDERE (2017)
 OS0259
 OS0259                         *CURRENT SURVEY CONTROL
 OS0259  ______________________________________________________________________
 OS0259* NAD 83(1986) POSITION- 43 49 59.36   (N) 101 15 47.89   (W)   HD_HELD1
 OS0259* NAVD 88 ORTHO HEIGHT -   707.717 (meters)     2321.90  (feet) ADJUSTED
 OS0259  ______________________________________________________________________
 OS0259  GEOID HEIGHT    -        -22.548 (meters)                     GEOID18
 OS0259  DYNAMIC HEIGHT  -        707.487 (meters)     2321.15  (feet) COMP
 OS0259  MODELED GRAVITY -    980,271.5   (mgal)                       NAVD 88
 OS0259
 OS0259  VERT ORDER      -  FIRST     CLASS II
 OS0259
 OS0259.The horizontal coordinates were determined by differentially corrected
 OS0259.hand held GPS observations or other comparable positioning techniques
 OS0259.and have an estimated accuracy of +/- 3 meters.
 OS0259
 OS0259.The orthometric height was determined by differential leveling and
 OS0259.adjusted by the NATIONAL GEODETIC SURVEY
 OS0259.in June 1991.
 OS0259
 OS0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0259.GEOID18 height accuracy estimate available here.
 OS0259
 OS0259.Click photographs - Photos may exist for this station.
 OS0259
 OS0259.The dynamic height is computed by dividing the NAVD 88
 OS0259.geopotential number by the normal gravity value computed on the
 OS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0259.degrees latitude (g = 980.6199 gals.).
 OS0259
 OS0259.The modeled gravity was interpolated from observed gravity values.
 OS0259
 OS0259;                    North         East    Units  Estimated Accuracy
 OS0259;SPC SD S     -   167,036.9     525,210.0     MT  (+/- 3 meters HH1 GPS) 
 OS0259
 OS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1803155831(NAD 83)
 OS0259
 OS0259                          SUPERSEDED SURVEY CONTROL
 OS0259
 OS0259  NGVD 29 (??/??/92)  707.250  (m)         2320.37   (f) ADJ UNCH    1 2
 OS0259
 OS0259.Superseded values are not recommended for survey control.
 OS0259
 OS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0259.See file dsdata.pdf to determine how the superseded data were derived.
 OS0259
 OS0259_MARKER: DD = SURVEY DISK
 OS0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0259_STAMPING: TT 26 EV 1948
 OS0259_MARK LOGO: USGS
 OS0259_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0259+STABILITY: SURFACE MOTION
 OS0259
 OS0259  HISTORY     - Date     Condition        Report By
 OS0259  HISTORY     - 1948     MONUMENTED       USGS
 OS0259  HISTORY     - 1962     GOOD             CGS
 OS0259
 OS0259                          STATION DESCRIPTION
 OS0259
 OS0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0259'ABOUT 0.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0259'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN
 OS0259'SECTION 32, T2S, R24E, 15 1/2 POLES WEST OF MILE POST 548,
 OS0259'124 FEET SOUTH OF SOUTH RAIL, 35 FEET SOUTH OF THE CENTER
 OS0259'LINE OF OLD U.S. HIGHWAY 16, 39 FEET EAST OF THE CENTER LINE
 OS0259'OF A T ROAD SOUTH, 9 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH
 OS0259'OF A FENCE, 0.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 OS0259'WITH THE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OS0259'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8971 ***********************************************************************
 AD8971  DESIGNATION -  TT 26 JNF
 AD8971  PID         -  AD8971
 AD8971  STATE/COUNTY-  SD/MEADE
 AD8971  COUNTRY     -  US
 AD8971  USGS QUAD   -  CEDAR CANYON (2017)
 AD8971
 AD8971                         *CURRENT SURVEY CONTROL
 AD8971  ______________________________________________________________________
 AD8971* NAD 83(1986) POSITION- 45 01 26.09   (N) 102 43 32.98   (W)   HD_HELD1
 AD8971* NAVD 88 ORTHO HEIGHT -   919.985 (meters)     3018.32  (feet) ADJUSTED
 AD8971  ______________________________________________________________________
 AD8971  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 AD8971  DYNAMIC HEIGHT  -        919.780 (meters)     3017.64  (feet) COMP
 AD8971  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 AD8971
 AD8971  VERT ORDER      -  FIRST     CLASS II
 AD8971
 AD8971.The horizontal coordinates were determined by differentially corrected
 AD8971.hand held GPS observations or other comparable positioning techniques
 AD8971.and have an estimated accuracy of +/- 3 meters.
 AD8971
 AD8971.The orthometric height was determined by differential leveling and
 AD8971.adjusted by the NATIONAL GEODETIC SURVEY
 AD8971.in July 1998.
 AD8971
 AD8971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8971.GEOID18 height accuracy estimate available here.
 AD8971
 AD8971.Click photographs - Photos may exist for this station.
 AD8971
 AD8971.The dynamic height is computed by dividing the NAVD 88
 AD8971.geopotential number by the normal gravity value computed on the
 AD8971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8971.degrees latitude (g = 980.6199 gals.).
 AD8971
 AD8971.The modeled gravity was interpolated from observed gravity values.
 AD8971
 AD8971;                    North         East    Units  Estimated Accuracy
 AD8971;SPC SD N     -   135,916.3     385,220.2     MT  (+/- 3 meters HH1 GPS) 
 AD8971
 AD8971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7916588122(NAD 83)
 AD8971
 AD8971                          SUPERSEDED SURVEY CONTROL
 AD8971
 AD8971.No superseded survey control is available for this station.
 AD8971
 AD8971_MARKER: DB = BENCH MARK DISK
 AD8971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8971_STAMPING: TT 26 JNF 1948
 AD8971_MARK LOGO: USGS
 AD8971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8971+STABILITY: SURFACE MOTION
 AD8971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8971+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AD8971
 AD8971  HISTORY     - Date     Condition        Report By
 AD8971  HISTORY     - 1948     MONUMENTED       USGS
 AD8971  HISTORY     - 19960425 GOOD             NGS
 AD8971
 AD8971                          STATION DESCRIPTION
 AD8971
 AD8971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8971'12.4 KM (7.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AD8971'IN MUD BUTTE, 555.0 M (1820.9 FT) WEST OF MILEPOST 81, 110.4 M (362.2
 AD8971'FT) NORTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) WEST OF THE
 AD8971'CENTER OF A GRAVELED ROAD, 1.3 M (4.3 FT) EAST OF A WITNESS POST AND
 AD8971'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AD8971'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0645 ***********************************************************************
 OR0645  DESIGNATION -  TT 26 PB
 OR0645  PID         -  OR0645
 OR0645  STATE/COUNTY-  SD/CHARLES MIX
 OR0645  COUNTRY     -  US
 OR0645  USGS QUAD   -  ACADEMY (2017)
 OR0645
 OR0645                         *CURRENT SURVEY CONTROL
 OR0645  ______________________________________________________________________
 OR0645* NAD 83(1986) POSITION- 43 23 43.38   (N) 099 07 05.98   (W)   HD_HELD1
 OR0645* NAVD 88 ORTHO HEIGHT -   409.123 (meters)     1342.26  (feet) ADJUSTED
 OR0645  ______________________________________________________________________
 OR0645  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 OR0645  DYNAMIC HEIGHT  -        408.981 (meters)     1341.80  (feet) COMP
 OR0645  MODELED GRAVITY -    980,261.6   (mgal)                       NAVD 88
 OR0645
 OR0645  VERT ORDER      -  FIRST     CLASS II
 OR0645
 OR0645.The horizontal coordinates were determined by differentially corrected
 OR0645.hand held GPS observations or other comparable positioning techniques
 OR0645.and have an estimated accuracy of +/- 3 meters.
 OR0645
 OR0645.The orthometric height was determined by differential leveling and
 OR0645.adjusted by the NATIONAL GEODETIC SURVEY
 OR0645.in June 1991.
 OR0645
 OR0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0645.GEOID18 height accuracy estimate available here.
 OR0645
 OR0645.Click photographs - Photos may exist for this station.
 OR0645
 OR0645.The dynamic height is computed by dividing the NAVD 88
 OR0645.geopotential number by the normal gravity value computed on the
 OR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0645.degrees latitude (g = 980.6199 gals.).
 OR0645
 OR0645.The modeled gravity was interpolated from observed gravity values.
 OR0645
 OR0645;                    North         East    Units  Estimated Accuracy
 OR0645;SPC SD S     -   118,704.0     698,423.2     MT  (+/- 3 meters HH1 GPS) 
 OR0645
 OR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP9041704729(NAD 83)
 OR0645
 OR0645                          SUPERSEDED SURVEY CONTROL
 OR0645
 OR0645  NGVD 29 (??/??/92)  408.766  (m)         1341.09   (f) ADJ UNCH    1 2
 OR0645
 OR0645.Superseded values are not recommended for survey control.
 OR0645
 OR0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0645.See file dsdata.pdf to determine how the superseded data were derived.
 OR0645
 OR0645_MARKER: DD = SURVEY DISK
 OR0645_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0645_STAMPING: TT 26 PB 1946 1341
 OR0645_MARK LOGO: USGS
 OR0645_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0645
 OR0645  HISTORY     - Date     Condition        Report By
 OR0645  HISTORY     - 1946     MONUMENTED       USGS
 OR0645  HISTORY     - 1949     GOOD             CGS
 OR0645  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0645
 OR0645                          STATION DESCRIPTION
 OR0645
 OR0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0645'14.6 MI W FROM PLATTE.
 OR0645'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0645'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH
 OR0645'ALONG A GRAVEL ROAD, THENCE 2.9 MILES WESTERLY ALONG A DIRT
 OR0645'ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS LEADING SOUTHWEST
 OR0645'AND NORTHWEST, JUST SOUTHEAST OF AN S-CURVE, 21.0 FEET NORTHWEST
 OR0645'OF THE CENTER LINE OF THE ROAD, 45.0 FEET WEST OF A POINT IN LINE
 OR0645'WITH A NORTH-SOUTH FENCE LEADING UP A HILL ON THE SOUTHEAST SIDE
 OR0645'OF THE ROAD, 2.3 FEET NORTHWEST OF A FENCE, 2.8 FEET NORTHWEST
 OR0645'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0645'0.2 FOOT ABOVE THE GROUND.
 OR0645
 OR0645                          STATION RECOVERY (2013)
 OR0645
 OR0645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OR0645'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0168 ***********************************************************************
 QT0168  DESIGNATION -  TT 27 JNF
 QT0168  PID         -  QT0168
 QT0168  STATE/COUNTY-  SD/PERKINS
 QT0168  COUNTRY     -  US
 QT0168  USGS QUAD   -  CEDAR CANYON (2017)
 QT0168
 QT0168                         *CURRENT SURVEY CONTROL
 QT0168  ______________________________________________________________________
 QT0168* NAD 83(1996) POSITION- 45 03 09.00145(N) 102 44 39.87974(W)   ADJUSTED
 QT0168* NAVD 88 ORTHO HEIGHT -   923.235 (meters)     3028.98  (feet) ADJUSTED
 QT0168  ______________________________________________________________________
 QT0168  GEOID HEIGHT    -        -17.698 (meters)                     GEOID18
 QT0168  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC18
 QT0168  DYNAMIC HEIGHT  -        923.039 (meters)     3028.34  (feet) COMP
 QT0168  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 QT0168
 QT0168  HORZ ORDER      -  SECOND
 QT0168  VERT ORDER      -  SECOND    CLASS 0
 QT0168
 QT0168.The horizontal coordinates were established by classical geodetic methods
 QT0168.and adjusted by the National Geodetic Survey in January 1998.
 QT0168
 QT0168.The orthometric height was determined by differential leveling and
 QT0168.adjusted by the NATIONAL GEODETIC SURVEY
 QT0168.in June 1991.
 QT0168
 QT0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0168.GEOID18 height accuracy estimate available here.
 QT0168
 QT0168.Click photographs - Photos may exist for this station.
 QT0168
 QT0168.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0168
 QT0168.The dynamic height is computed by dividing the NAVD 88
 QT0168.geopotential number by the normal gravity value computed on the
 QT0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0168.degrees latitude (g = 980.6199 gals.).
 QT0168
 QT0168.The modeled gravity was interpolated from observed gravity values.
 QT0168
 QT0168. The following values were computed from the NAD 83(1996) position.
 QT0168
 QT0168;                    North         East     Units Scale Factor Converg.
 QT0168;SPC SD N     -   139,140.636   383,864.145   MT  0.99993911   -1 56 32.4
 QT0168;SPC SD N     -   456,497.24  1,259,394.28   sFT  0.99993911   -1 56 32.4
 QT0168;UTM  13      - 4,991,257.562   677,612.471   MT  0.99998791   +1 35 48.5
 QT0168
 QT0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0168!SPC SD N     -   0.99985804  x   0.99993911  =   0.99979716
 QT0168!UTM  13      -   0.99985804  x   0.99998791  =   0.99984596
 QT0168
 QT0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7761291257(NAD 83)
 QT0168
 QT0168                          SUPERSEDED SURVEY CONTROL
 QT0168
 QT0168  NAD 83(1993)-  45 03 08.99350(N)    102 44 39.87821(W) AD(       ) 2
 QT0168  NAD 83(1986)-  45 03 08.99201(N)    102 44 39.87801(W) AD(       ) 2
 QT0168  NAD 27      -  45 03 09.03220(N)    102 44 38.28370(W) AD(       ) 2
 QT0168  NGVD 29 (??/??/92)  922.767  (m)         3027.44   (f) ADJ UNCH    2 0
 QT0168  NGVD 29             922.77   (m)         3027.5    (f) LEVELING    3  
 QT0168
 QT0168.Superseded values are not recommended for survey control.
 QT0168
 QT0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0168.See file dsdata.pdf to determine how the superseded data were derived.
 QT0168
 QT0168_MARKER: DB = BENCH MARK DISK
 QT0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0168_STAMPING: TT 27 JNF 1948
 QT0168_MARK LOGO: USGS
 QT0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0168+STABILITY: SURFACE MOTION
 QT0168
 QT0168  HISTORY     - Date     Condition        Report By
 QT0168  HISTORY     - 1948     MONUMENTED       USGS
 QT0168  HISTORY     - 1962     GOOD             CGS
 QT0168
 QT0168                          STATION DESCRIPTION
 QT0168
 QT0168'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (HWK)
 QT0168'THE STATION IS 7-3/4 MILES WEST-NORTHWEST OF MAURINE, 7-1/2
 QT0168'MILES EAST-NORTHEAST OF MUD BUTTE, 2 MILES NORTH OF THE
 QT0168'MEADE-PERKINS COUNTY LINE AND ON THE WEST RIGHT-OF-WAY OF A
 QT0168'NORTH-SOUTH GRAVELED ROAD.
 QT0168'
 QT0168'TO REACH THE STATION FROM THE STORE AND POST OFFICE AT MAURINE,
 QT0168'DRIVE WEST ON U.S. HIGHWAY 212 FOR 6.5 MILES TO A SIDE ROAD
 QT0168'ON THE RIGHT.  TURN RIGHT AND DRIVE NORTH ON THE GRAVELED ROAD
 QT0168'FOR 2.7 MILES TO A BLADED SIDE ROAD AND THE STATION ON THE LEFT.
 QT0168'
 QT0168'THE STATION IS A STANDARD GEOLOGICAL SURVEY BENCH MARK DISK,
 QT0168'STAMPED TT 27 JNF 1948, SET IN THE TOP OF A CONCRETE POST
 QT0168'WHICH IS 8 INCHES SQUARE AT THE TOP AND PROJECTS 2 INCHES
 QT0168'ABOVE THE GROUND SURFACE.  IT IS 120 FEET WEST OF THE CENTER
 QT0168'OF THE GRAVELED NORTH-SOUTH ROAD, 26 FEET NORTH OF THE CENTER
 QT0168'OF THE BLADED ROAD AND A WIRE GATE, AND 7.0 FEET EAST OF THE
 QT0168'WEST RIGHT-OF-WAY FENCE.
 QT0168'
 QT0168'A TRAVERSE CONNECTION WAS MADE TO THE COAST AND GEODETIC
 QT0168'SURVEY TRIANGULATION STATION DOWN.  THE HORIZONTAL DISTANCE
 QT0168'IS 112.0132 METERS (367.497) FEET.
 QT0168
 QT0168                          STATION RECOVERY (1962)
 QT0168
 QT0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QT0168'9.5 MI NW FROM MAURINE.
 QT0168'6.65 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0168'THENCE 2.85 MILES NORTH ALONG A COUNTY ROAD, AT THE JUNCTION
 QT0168'OF A TRACK ROAD WEST, 117 FEET WEST OF THE CENTER LINE OF THE
 QT0168'ROAD, 23 1/2 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD,
 QT0168'16 FEET NORTH-NORTHEAST OF THE NORTH END OF A GATE, 9 FEET
 QT0168'EAST-SOUTHEAST OF A T JUNCTION FENCE CORNER POST, 1.4 FEET EAST
 QT0168'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND
 QT0168'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 QT0168'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0420 ***********************************************************************
 QT0420  DESIGNATION -  TT 27 LES
 QT0420  PID         -  QT0420
 QT0420  STATE/COUNTY-  SD/PERKINS
 QT0420  COUNTRY     -  US
 QT0420  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0420
 QT0420                         *CURRENT SURVEY CONTROL
 QT0420  ______________________________________________________________________
 QT0420* NAD 83(1996) POSITION- 45 04 04.49589(N) 102 15 41.50578(W)   ADJUSTED
 QT0420* NAVD 88 ORTHO HEIGHT -   805.48  (+/-2cm)     2642.6   (feet) VERTCON3
 QT0420  ______________________________________________________________________
 QT0420  GEOID HEIGHT    -        -18.853 (meters)                     GEOID18
 QT0420  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 QT0420  HORZ ORDER      -  SECOND
 QT0420  VERT ORDER      -  THIRD ? (See Below)
 QT0420
 QT0420.The horizontal coordinates were established by classical geodetic methods
 QT0420.and adjusted by the National Geodetic Survey in January 1998.
 QT0420
 QT0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0420
 QT0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0420.GEOID18 height accuracy estimate available here.
 QT0420
 QT0420.The vertical order pertains to the NGVD 29 superseded value.
 QT0420
 QT0420.Click photographs - Photos may exist for this station.
 QT0420
 QT0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0420
 QT0420. The following values were computed from the NAD 83(1996) position.
 QT0420
 QT0420;                    North         East     Units Scale Factor Converg.
 QT0420;SPC SD N     -   139,677.181   421,930.346   MT  0.99993915   -1 36 02.1
 QT0420;SPC SD N     -   458,257.55  1,384,283.14   sFT  0.99993915   -1 36 02.1
 QT0420;UTM  13      - 4,994,143.593   715,578.156   MT  1.00017148   +1 56 21.9
 QT0420
 QT0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0420!SPC SD N     -   0.99987668  x   0.99993915  =   0.99981584
 QT0420!UTM  13      -   0.99987668  x   1.00017148  =   1.00004814
 QT0420
 QT0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1557894143(NAD 83)
 QT0420
 QT0420                          SUPERSEDED SURVEY CONTROL
 QT0420
 QT0420  NAD 83(1993)-  45 04 04.48725(N)    102 15 41.50505(W) AD(       ) 2
 QT0420  NAD 83(1986)-  45 04 04.48711(N)    102 15 41.50507(W) AD(       ) 2
 QT0420  NAD 27      -  45 04 04.54830(N)    102 15 39.93580(W) AD(       ) 2
 QT0420  NGVD 29             805.02   (m)         2641.1    (f) LEVELING    3  
 QT0420
 QT0420.Superseded values are not recommended for survey control.
 QT0420
 QT0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0420.See file dsdata.pdf to determine how the superseded data were derived.
 QT0420
 QT0420_MARKER: DB = BENCH MARK DISK
 QT0420_STAMPING: TT 27 LES 1948
 QT0420_MARK LOGO: USGS
 QT0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0420
 QT0420  HISTORY     - Date     Condition        Report By
 QT0420  HISTORY     - 1948     MONUMENTED       USGS
 QT0420  HISTORY     - 1962     GOOD             CGS
 QT0420
 QT0420                          STATION DESCRIPTION
 QT0420
 QT0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QT0420'RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0648 ***********************************************************************
 OR0648  DESIGNATION -  TT 27 PB
 OR0648  PID         -  OR0648
 OR0648  STATE/COUNTY-  SD/GREGORY
 OR0648  COUNTRY     -  US
 OR0648  USGS QUAD   -  LUCAS NW (2017)
 OR0648
 OR0648                         *CURRENT SURVEY CONTROL
 OR0648  ______________________________________________________________________
 OR0648* NAD 83(1986) POSITION- 43 23 31.26   (N) 099 09 08.70   (W)   HD_HELD1
 OR0648* NAVD 88 ORTHO HEIGHT -   428.170 (meters)     1404.75  (feet) ADJUSTED
 OR0648  ______________________________________________________________________
 OR0648  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 OR0648  DYNAMIC HEIGHT  -        428.018 (meters)     1404.26  (feet) COMP
 OR0648  MODELED GRAVITY -    980,254.5   (mgal)                       NAVD 88
 OR0648
 OR0648  VERT ORDER      -  FIRST     CLASS II
 OR0648
 OR0648.The horizontal coordinates were determined by differentially corrected
 OR0648.hand held GPS observations or other comparable positioning techniques
 OR0648.and have an estimated accuracy of +/- 3 meters.
 OR0648
 OR0648.The orthometric height was determined by differential leveling and
 OR0648.adjusted by the NATIONAL GEODETIC SURVEY
 OR0648.in June 1991.
 OR0648
 OR0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0648.GEOID18 height accuracy estimate available here.
 OR0648
 OR0648.Click photographs - Photos may exist for this station.
 OR0648
 OR0648.The dynamic height is computed by dividing the NAVD 88
 OR0648.geopotential number by the normal gravity value computed on the
 OR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0648.degrees latitude (g = 980.6199 gals.).
 OR0648
 OR0648.The modeled gravity was interpolated from observed gravity values.
 OR0648
 OR0648;                    North         East    Units  Estimated Accuracy
 OR0648;SPC SD S     -   118,290.2     695,667.3     MT  (+/- 3 meters HH1 GPS) 
 OR0648
 OR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP8765604360(NAD 83)
 OR0648
 OR0648                          SUPERSEDED SURVEY CONTROL
 OR0648
 OR0648  NGVD 29 (??/??/92)  427.811  (m)         1403.58   (f) ADJ UNCH    1 2
 OR0648
 OR0648.Superseded values are not recommended for survey control.
 OR0648
 OR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0648.See file dsdata.pdf to determine how the superseded data were derived.
 OR0648
 OR0648_MARKER: DD = SURVEY DISK
 OR0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0648_STAMPING: TT 27 PB 1946 1403
 OR0648_MARK LOGO: USGS
 OR0648_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0648+STABILITY: SURFACE MOTION
 OR0648
 OR0648  HISTORY     - Date     Condition        Report By
 OR0648  HISTORY     - 1946     MONUMENTED       USGS
 OR0648  HISTORY     - 1949     GOOD             CGS
 OR0648  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0648
 OR0648                          STATION DESCRIPTION
 OR0648
 OR0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0648'29.4 MI NE FROM GREGORY.
 OR0648'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0648'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES NORTH
 OR0648'ALONG A GRAVEL ROAD, THENCE 8.9 MILES EAST ALONG A GRAVEL
 OR0648'ROAD, THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.0
 OR0648'MILES NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES WEST ALONG A
 OR0648'DIRT ROAD, THENCE 5.1 MILES NORTHEASTERLY ALONG A DIRT ROAD,
 OR0648'ABOUT 400 FEET SOUTHWEST OF A FARMHOUSE, ON THE INSIDE OF A CURVE
 OR0648'WITH TANGENTS LEADING SOUTH AND SOUTHWEST, 145 FEET SOUTH OF
 OR0648'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO THE FARMHOUSE,
 OR0648'17 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 OR0648'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0648'PROJECTING 0.3 FOOT ABOVE THE GROUND AND ABOUT 5 FEET ABOVE THE
 OR0648'ROAD.
 OR0648
 OR0648                          STATION RECOVERY (2013)
 OR0648
 OR0648'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0648'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0200 ***********************************************************************
 PT0200  DESIGNATION -  TT 28 B
 PT0200  PID         -  PT0200
 PT0200  STATE/COUNTY-  SD/HUGHES
 PT0200  COUNTRY     -  US
 PT0200  USGS QUAD   -  PIERRE NE (2017)
 PT0200
 PT0200                         *CURRENT SURVEY CONTROL
 PT0200  ______________________________________________________________________
 PT0200* NAD 83(1986) POSITION- 44 28 32.73   (N) 100 21 03.23   (W)   HD_HELD1
 PT0200* NAVD 88 ORTHO HEIGHT -   527.327 (meters)     1730.07  (feet) ADJUSTED
 PT0200  ______________________________________________________________________
 PT0200  GEOID HEIGHT    -        -23.167 (meters)                     GEOID18
 PT0200  DYNAMIC HEIGHT  -        527.226 (meters)     1729.74  (feet) COMP
 PT0200  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 PT0200
 PT0200  VERT ORDER      -  FIRST     CLASS II
 PT0200
 PT0200.The horizontal coordinates were determined by differentially corrected
 PT0200.hand held GPS observations or other comparable positioning techniques
 PT0200.and have an estimated accuracy of +/- 3 meters.
 PT0200
 PT0200.The orthometric height was determined by differential leveling and
 PT0200.adjusted by the NATIONAL GEODETIC SURVEY
 PT0200.in June 1991.
 PT0200
 PT0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0200.GEOID18 height accuracy estimate available here.
 PT0200
 PT0200.Click photographs - Photos may exist for this station.
 PT0200
 PT0200.The dynamic height is computed by dividing the NAVD 88
 PT0200.geopotential number by the normal gravity value computed on the
 PT0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0200.degrees latitude (g = 980.6199 gals.).
 PT0200
 PT0200.The modeled gravity was interpolated from observed gravity values.
 PT0200
 PT0200;                    North         East    Units  Estimated Accuracy
 PT0200;SPC SD S     -   238,018.2     598,602.5     MT  (+/- 3 meters HH1 GPS) 
 PT0200
 PT0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9256225603(NAD 83)
 PT0200
 PT0200                          SUPERSEDED SURVEY CONTROL
 PT0200
 PT0200  NGVD 29 (??/??/92)  526.939  (m)         1728.80   (f) ADJ UNCH    1 2
 PT0200
 PT0200.Superseded values are not recommended for survey control.
 PT0200
 PT0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0200.See file dsdata.pdf to determine how the superseded data were derived.
 PT0200
 PT0200_MARKER: DD = SURVEY DISK
 PT0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0200_STAMPING: TT 28 B 1934
 PT0200_MARK LOGO: USGS
 PT0200_PROJECTION: PROJECTING 43 CENTIMETERS
 PT0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0200+STABILITY: SURFACE MOTION
 PT0200
 PT0200  HISTORY     - Date     Condition        Report By
 PT0200  HISTORY     - 1934     MONUMENTED       USGS
 PT0200  HISTORY     - 1949     GOOD             CGS
 PT0200  HISTORY     - 1951     GOOD             CGS
 PT0200
 PT0200                          STATION DESCRIPTION
 PT0200
 PT0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0200'7.6 MI NE FROM PIERRE.
 PT0200'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PT0200'PIERRE, THENCE 6.3 MILES NORTH ALONG A GRAVELED ROAD, AT A
 PT0200'JUNCTION WITH AN EAST-WEST TRAIL, 66 FEET WEST OF THE CENTER LINE
 PT0200'OF THE GRAVELED ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE
 PT0200'TRAIL, 12 FEET WEST OF THE WEST END OF A WIRE GATE, 5.0 FEET
 PT0200'SOUTH OF A FENCE LINE, 2.0 FEET WEST OF A REFERENCE POST, AND
 PT0200'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE THE
 PT0200'GROUND.
 PT0200
 PT0200                          STATION RECOVERY (1951)
 PT0200
 PT0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0038 ***********************************************************************
 OT0038  DESIGNATION -  TT 28 EV
 OT0038  PID         -  OT0038
 OT0038  STATE/COUNTY-  SD/PENNINGTON
 OT0038  COUNTRY     -  US
 OT0038  USGS QUAD   -  WALL (2017)
 OT0038
 OT0038                         *CURRENT SURVEY CONTROL
 OT0038  ______________________________________________________________________
 OT0038* NAD 83(1986) POSITION- 43 58 02.54   (N) 102 14 21.00   (W)   HD_HELD1
 OT0038* NAVD 88 ORTHO HEIGHT -   878.663 (meters)     2882.75  (feet) ADJUSTED
 OT0038  ______________________________________________________________________
 OT0038  GEOID HEIGHT    -        -19.009 (meters)                     GEOID18
 OT0038  DYNAMIC HEIGHT  -        878.388 (meters)     2881.84  (feet) COMP
 OT0038  MODELED GRAVITY -    980,275.2   (mgal)                       NAVD 88
 OT0038
 OT0038  VERT ORDER      -  SECOND    CLASS 0
 OT0038
 OT0038.The horizontal coordinates were determined by differentially corrected
 OT0038.hand held GPS observations or other comparable positioning techniques
 OT0038.and have an estimated accuracy of +/- 3 meters.
 OT0038
 OT0038.The orthometric height was determined by differential leveling and
 OT0038.adjusted by the NATIONAL GEODETIC SURVEY
 OT0038.in June 1991.
 OT0038
 OT0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0038.GEOID18 height accuracy estimate available here.
 OT0038
 OT0038.Click photographs - Photos may exist for this station.
 OT0038
 OT0038.The dynamic height is computed by dividing the NAVD 88
 OT0038.geopotential number by the normal gravity value computed on the
 OT0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0038.degrees latitude (g = 980.6199 gals.).
 OT0038
 OT0038.The modeled gravity was interpolated from observed gravity values.
 OT0038
 OT0038;                    North         East    Units  Estimated Accuracy
 OT0038;SPC SD S     -   183,284.4     447,081.5     MT  (+/- 3 meters HH1 GPS) 
 OT0038
 OT0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2147171954(NAD 83)
 OT0038
 OT0038                          SUPERSEDED SURVEY CONTROL
 OT0038
 OT0038  NGVD 29 (??/??/92)  878.199  (m)         2881.22   (f) ADJ UNCH    2 0
 OT0038
 OT0038.Superseded values are not recommended for survey control.
 OT0038
 OT0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0038.See file dsdata.pdf to determine how the superseded data were derived.
 OT0038
 OT0038_MARKER: DB = BENCH MARK DISK
 OT0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0038_STAMPING: TT 28 EV 1957
 OT0038_MARK LOGO: USGS
 OT0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0038+STABILITY: SURFACE MOTION
 OT0038
 OT0038  HISTORY     - Date     Condition        Report By
 OT0038  HISTORY     - 1957     MONUMENTED       USGS
 OT0038  HISTORY     - 1962     GOOD             CGS
 OT0038
 OT0038                          STATION DESCRIPTION
 OT0038
 OT0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0038'1.8 MI S FROM WALL.
 OT0038'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT WALL,
 OT0038'THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE 1.45
 OT0038'MILES SOUTH ALONG HIGHWAY 16 ALTERNATE, 0.15 MILE NORTH OF THE
 OT0038'JUNCTION WITH A GRADED DIRT ROAD LEADING WEST, AT THE SOUTH
 OT0038'END OF A LONG CURVE, 52 FEET WEST OF THE CENTER LINE OF THE
 OT0038'HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY,
 OT0038'2 1/2 FEET SOUTH OF A T-FENCE CORNER, 8 INCHES EAST OF A FENCE,
 OT0038'1.0 NORTH OF A WITNESS POST, 3 1/2 FEET BELOW THE HIGHWAY, AND
 OT0038'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0903 ***********************************************************************
 OR0903  DESIGNATION -  TT 28 PB
 OR0903  PID         -  OR0903
 OR0903  STATE/COUNTY-  SD/GREGORY
 OR0903  COUNTRY     -  US
 OR0903  USGS QUAD   -  DIXON NE (2017)
 OR0903
 OR0903                         *CURRENT SURVEY CONTROL
 OR0903  ______________________________________________________________________
 OR0903* NAD 83(1996) POSITION- 43 25 20.92182(N) 099 17 14.85585(W)   ADJUSTED
 OR0903* NAVD 88 ORTHO HEIGHT -   565.    (meters)     1854.    (feet) SCALED
 OR0903  ______________________________________________________________________
 OR0903  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 OR0903  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 OR0903  HORZ ORDER      -  SECOND
 OR0903
 OR0903.The horizontal coordinates were established by classical geodetic methods
 OR0903.and adjusted by the National Geodetic Survey in January 1998.
 OR0903
 OR0903.The orthometric height was scaled from a topographic map.
 OR0903
 OR0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0903.GEOID18 height accuracy estimate available here.
 OR0903
 OR0903.Click photographs - Photos may exist for this station.
 OR0903
 OR0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0903
 OR0903. The following values were computed from the NAD 83(1996) position.
 OR0903
 OR0903;                    North         East     Units Scale Factor Converg.
 OR0903;SPC SD S     -   121,527.265   684,685.276   MT  0.99991269   +0 43 17.4
 OR0903;SPC SD S     -   398,710.70  2,246,338.28   sFT  0.99991269   +0 43 17.4
 OR0903;UTM  14      - 4,807,772.153   476,730.776   MT  0.99960666   -0 11 51.3
 OR0903
 OR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0903!SPC SD S     -   0.99991547  x   0.99991269  =   0.99982816
 OR0903!UTM  14      -   0.99991547  x   0.99960666  =   0.99952216
 OR0903
 OR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7673007772(NAD 83)
 OR0903
 OR0903                          SUPERSEDED SURVEY CONTROL
 OR0903
 OR0903  NAD 83(1995)-  43 25 20.92105(N)    099 17 14.85834(W) AD(       ) 2
 OR0903  NAD 83(1986)-  43 25 20.92435(N)    099 17 14.86251(W) AD(       ) 2
 OR0903  NAD 27      -  43 25 20.92100(N)    099 17 13.50900(W) AD(       ) 2
 OR0903
 OR0903.Superseded values are not recommended for survey control.
 OR0903
 OR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0903.See file dsdata.pdf to determine how the superseded data were derived.
 OR0903
 OR0903_MARKER: DB = BENCH MARK DISK
 OR0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0903_STAMPING: TT 28 PB 1946
 OR0903_MARK LOGO: USGS
 OR0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0903+STABILITY: SURFACE MOTION
 OR0903
 OR0903  HISTORY     - Date     Condition        Report By
 OR0903  HISTORY     - 1946     MONUMENTED       USGS
 OR0903
 OR0903                          STATION DESCRIPTION
 OR0903
 OR0903'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (MEW)
 OR0903'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF IONA, 9-1/2
 OR0903'MILES EAST AND 2-1/2 MILES NORTH OF DIXON, AND 1-1/2 MILES
 OR0903'SOUTH OF THE MISSOURI RIVER AND NEAR THE EDGE OF THE BLUFF
 OR0903'ABOVE THE RIVER.  THE STATION MARK IS A 6 BY 6 INCH CONCRETE
 OR0903'POST THAT PROJECTS ABOUT 8 INCHES AND MARKED BY A STANDARD
 OR0903'USGS BM DISC THAT IS STAMPED 1946 ELEV. 1896 TT28PB.  IT IS
 OR0903'ABOUT 100 FEET EAST OF A FARM HOUSE, 1 FOOT EAST OF THE
 OR0903'BARNYARD FENCE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  (THE
 OR0903'LAND IS OWNED AND OCCUPIED BY MR. RAY LOW).
 OR0903'
 OR0903'THE STATION MAY BE REACHED FROM THE SMALL VILLAGE OF DIXON BY
 OR0903'GOING EAST FOR 0.2 MILE TO A CROSSROADS AT THE JUNCTION OF STATE
 OR0903'HIGHWAY 47.  CONTINUE EASTERLY OR STRAIGHT AHEAD, KEEPING EAST
 OR0903'AT ALL INTERSECTIONS, FOR 8.2 MILES TO THE SECOND WOODEN BRIDGE,
 OR0903'JUST BEYOND FARM BUILDINGS TO THE LEFT.  CONTINUE EASTERLY FOR
 OR0903'2.25 MILES TO A T-INTERSECTION OF ROADS.  THENCE LEFT FOR
 OR0903'0.8 MILE TO FARM BUILDINGS AND THE STATION SITE.
 OR0903'
 OR0903'THE TRAVERSE DISTANCE TO TRIANGULATION STATION DRY IS--10.182
 OR0903'METERS (33.41 FEET)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1059 ***********************************************************************
 PT1059  DESIGNATION -  TT 28 WWF
 PT1059  PID         -  PT1059
 PT1059  STATE/COUNTY-  SD/JONES
 PT1059  COUNTRY     -  US
 PT1059  USGS QUAD   -  CAPA SE (2017)
 PT1059
 PT1059                         *CURRENT SURVEY CONTROL
 PT1059  ______________________________________________________________________
 PT1059* NAD 83(1996) POSITION- 44 06 42.28814(N) 100 45 58.76106(W)   ADJUSTED
 PT1059* NAVD 88 ORTHO HEIGHT -   598.42  (+/-2cm)     1963.3   (feet) VERTCON3
 PT1059  ______________________________________________________________________
 PT1059  GEOID HEIGHT    -        -23.626 (meters)                     GEOID18
 PT1059  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 PT1059  HORZ ORDER      -  THIRD
 PT1059  VERT ORDER      -  THIRD ? (See Below)
 PT1059
 PT1059.The horizontal coordinates were established by classical geodetic methods
 PT1059.and adjusted by the National Geodetic Survey in January 1998.
 PT1059
 PT1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1059
 PT1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1059.GEOID18 height accuracy estimate available here.
 PT1059
 PT1059.The vertical order pertains to the NGVD 29 superseded value.
 PT1059
 PT1059.Click photographs - Photos may exist for this station.
 PT1059
 PT1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1059
 PT1059. The following values were computed from the NAD 83(1996) position.
 PT1059
 PT1059;                    North         East     Units Scale Factor Converg.
 PT1059;SPC SD S     -   197,661.020   565,338.935   MT  0.99994391   -0 17 55.3
 PT1059;SPC SD S     -   648,492.86  1,854,782.82   sFT  0.99994391   -0 17 55.3
 PT1059;UTM  14      - 4,885,801.208   358,651.995   MT  0.99984572   -1 13 46.8
 PT1059
 PT1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1059!SPC SD S     -   0.99990988  x   0.99994391  =   0.99985379
 PT1059!UTM  14      -   0.99990988  x   0.99984572  =   0.99975561
 PT1059
 PT1059:                Primary Azimuth Mark                     Grid Az
 PT1059:SPC SD S     -  TT 28 WWF AZ MK                          359 02 03.7
 PT1059:UTM  14      -  TT 28 WWF AZ MK                          359 57 55.2
 PT1059
 PT1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5865185801(NAD 83)
 PT1059
 PT1059|---------------------------------------------------------------------|
 PT1059| PID    Reference Object                     Distance      Geod. Az  |
 PT1059|                                                           dddmmss.s |
 PT1059| CO6287 TT 28 WWF RM 1                       29.893 METERS 17947     |
 PT1059| CO6288 TT 28 WWK RM 2                       19.558 METERS 27050     |
 PT1059| CO6286 TT 28 WWF AZ MK                                    3584408.4 |
 PT1059|---------------------------------------------------------------------|
 PT1059
 PT1059                          SUPERSEDED SURVEY CONTROL
 PT1059
 PT1059  NAD 83(1986)-  44 06 42.28320(N)    100 45 58.76367(W) AD(       ) 3
 PT1059  NAD 27      -  44 06 42.33700(N)    100 45 57.27100(W) AD(       ) 3
 PT1059  NGVD 29             597.99   (m)         1961.9    (f) LEVELING    3  
 PT1059
 PT1059.Superseded values are not recommended for survey control.
 PT1059
 PT1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1059.See file dsdata.pdf to determine how the superseded data were derived.
 PT1059
 PT1059_MARKER: DB = BENCH MARK DISK
 PT1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1059_STAMPING: TT 28 WWF 1949
 PT1059_MARK LOGO: USGS
 PT1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1059+STABILITY: SURFACE MOTION
 PT1059
 PT1059  HISTORY     - Date     Condition        Report By
 PT1059  HISTORY     - 1949     MONUMENTED       USGS
 PT1059
 PT1059                          STATION DESCRIPTION
 PT1059
 PT1059'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (JCM)
 PT1059'THE STATION IS IN SECTION 21, T 2 N, R 28 E, ON THE RIGHT-OF-WAY
 PT1059'OF THE MURDO TO VAN METRE ROAD, ABOUT 15-1/2 MILES NORTH AND
 PT1059'2-1/4 MILES WEST OF MURDO, ABOUT 3-1/4 MILES SOUTH AND 1-1/2
 PT1059'MILES EAST OF VAN METRE, APPROXIMATELY 120 YARDS NORTH OF A
 PT1059'T-ROAD, 33 FEET EAST OF THE CENTER OF A GRADED ROAD, AND 2
 PT1059'FEET WEST OF A WIRE FENCE.
 PT1059'
 PT1059'TO REACH FROM A CROSS ROAD JUST NORTHEAST OF THE DEPOT IN CAPA,
 PT1059'GO EAST AND SOUTH, FOLLOWING THE MAIN TRAVELED ROAD FOR 11.7
 PT1059'MILES TO A FORK JUST NORTH OF A CATTLE GUARD, TAKE RIGHT FORK
 PT1059'AND GO 0.15 MILE TO A REVERSE FORK, KEEP RIGHT AND GO SOUTHEAST
 PT1059'AND SOUTH FOR 1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PT1059'CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO THE STATION ON THE
 PT1059'LEFT AS DESCRIBED BELOW.
 PT1059'
 PT1059'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PT1059'MARK SET IN THE TOP OF A 6 INCH CONCRETE CYLINDER.  THE MARK
 PT1059'PROJECTS 2 INCHES AND THE DISK IS STAMPED TT 28 W W F 1949.
 PT1059'
 PT1059'REFERENCE MARK 1 IS 31 FEET EAST OF THE CENTER OF THE ROAD AND
 PT1059'2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 10 INCHES AND
 PT1059'THE DISK IS STAMPED TT 28 W W F NO 1 1952.
 PT1059'
 PT1059'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTER OF THE ROAD AND
 PT1059'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 10 INCHES AND
 PT1059'THE DISK IS STAMPED TT 28 W W F NO 2 1952.
 PT1059'
 PT1059'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF THE ROAD, 3
 PT1059'FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND 6 INCHES EAST
 PT1059'OF A WIRE FENCE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 PT1059'STAMPED TT 28 W W F 1952.
 PT1059'
 PT1059'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2203 ***********************************************************************
 PU2203  DESIGNATION -  TT 3 DN
 PU2203  PID         -  PU2203
 PU2203  STATE/COUNTY-  SD/MEADE
 PU2203  COUNTRY     -  US
 PU2203  USGS QUAD   -  OWANKA NE (2017)
 PU2203
 PU2203                         *CURRENT SURVEY CONTROL
 PU2203  ______________________________________________________________________
 PU2203* NAD 83(1996) POSITION- 44 14 11.77309(N) 102 35 18.81061(W)   ADJUSTED
 PU2203* NAVD 88 ORTHO HEIGHT -   818.18  (+/-2cm)     2684.3   (feet) VERTCON3
 PU2203  ______________________________________________________________________
 PU2203  GEOID HEIGHT    -        -18.347 (meters)                     GEOID18
 PU2203  LAPLACE CORR    -         -7.26  (seconds)                    DEFLEC18
 PU2203  HORZ ORDER      -  THIRD
 PU2203  VERT ORDER      -  THIRD ? (See Below)
 PU2203
 PU2203.The horizontal coordinates were established by classical geodetic methods
 PU2203.and adjusted by the National Geodetic Survey in January 1998.
 PU2203
 PU2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2203
 PU2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2203.GEOID18 height accuracy estimate available here.
 PU2203
 PU2203.The vertical order pertains to the NGVD 29 superseded value.
 PU2203
 PU2203.Click photographs - Photos may exist for this station.
 PU2203
 PU2203.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2203
 PU2203. The following values were computed from the NAD 83(1996) position.
 PU2203
 PU2203;                    North         East     Units Scale Factor Converg.
 PU2203;SPC SD N     -    48,118.797   393,235.522   MT  1.00003936   -1 49 55.3
 PU2203;SPC SD N     -   157,869.75  1,290,140.21   sFT  1.00003936   -1 49 55.3
 PU2203;SPC SD S     -   213,889.365   419,865.777   MT  0.99996508   -1 33 20.8
 PU2203;SPC SD S     -   701,735.36  1,377,509.64   sFT  0.99996508   -1 33 20.8
 PU2203;UTM  13      - 4,900,980.286   692,566.814   MT  1.00005607   +1 40 58.1
 PU2203
 PU2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2203!SPC SD N     -   0.99987460  x   1.00003936  =   0.99991396
 PU2203!SPC SD S     -   0.99987460  x   0.99996508  =   0.99983969
 PU2203!UTM  13      -   0.99987460  x   1.00005607  =   0.99993066
 PU2203
 PU2203:                Primary Azimuth Mark                     Grid Az
 PU2203:SPC SD N     -  TT 3 DN AZ MK                            323 45 47.2
 PU2203:SPC SD S     -  TT 3 DN AZ MK                            323 29 12.7
 PU2203:UTM  13      -  TT 3 DN AZ MK                            320 14 53.8
 PU2203
 PU2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9256600980(NAD 83)
 PU2203
 PU2203|---------------------------------------------------------------------|
 PU2203| PID    Reference Object                     Distance      Geod. Az  |
 PU2203|                                                           dddmmss.s |
 PU2203| CQ4275 TT 3 DN RM 2                          6.632 METERS 18040     |
 PU2203| CQ4273 TT 3 DN AZ MK                                      3215551.9 |
 PU2203| CQ4274 TT 3 DN RM 1                          6.373 METERS 35720     |
 PU2203|---------------------------------------------------------------------|
 PU2203
 PU2203                          SUPERSEDED SURVEY CONTROL
 PU2203
 PU2203  NAD 83(1993)-  44 14 11.76490(N)    102 35 18.81180(W) AD(       ) 3
 PU2203  NAD 83(1986)-  44 14 11.76459(N)    102 35 18.81228(W) AD(       ) 3
 PU2203  NAD 27      -  44 14 11.82500(N)    102 35 17.21300(W) AD(       ) 3
 PU2203  NGVD 29             817.72   (m)         2682.8    (f) LEVELING    3  
 PU2203
 PU2203.Superseded values are not recommended for survey control.
 PU2203
 PU2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2203.See file dsdata.pdf to determine how the superseded data were derived.
 PU2203
 PU2203_MARKER: DB = BENCH MARK DISK
 PU2203_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2203_STAMPING: TT 3 DN 1950
 PU2203_MARK LOGO: USGS
 PU2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2203
 PU2203  HISTORY     - Date     Condition        Report By
 PU2203  HISTORY     - 1950     MONUMENTED       USGS
 PU2203
 PU2203                          STATION DESCRIPTION
 PU2203
 PU2203'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2203'THE STATION IS ABOUT 10 MILES NORTH OF WICKSVILLE AND ABOUT
 PU2203'6 MILES SOUTHWEST OF ELM SPRINGS.  IT IS ON THE RIGHT OF WAY
 PU2203'OF A PUBLIC ROAD.  30 FEET EAST OF THE ROAD, 3 FEET SOUTH OF A
 PU2203'TELEPHONE POLE AND 1 FOOT EAST OF A WIRE FENCE.
 PU2203'
 PU2203'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 PU2203'AND U.S. HIGHWAY NO. 14 AND 16 IN WICKSVILLE, GO NORTH ON
 PU2203'A GRAVELED ROAD FOR 9.95 MILES TO THE STATION ON THE RIGHT
 PU2203'AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 PU2203'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO THE
 PU2203'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PU2203'
 PU2203'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PU2203'SET IN A 6-INCH CONCRETE CYLINDER THAT PROJECTS 6 INCHES.
 PU2203'THE DISK IS STAMPED 3 DN 1950.
 PU2203'
 PU2203'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE GRAVELED ROAD AND
 PU2203'1 FOOT EAST OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 PU2203'AND THE DISK IS STAMPED 3 DN USGS NO 1 1951.
 PU2203'
 PU2203'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE GRAVELED ROAD
 PU2203'AND 1 FOOT EAST OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 PU2203'AND THE DISK IS STAMPED 3 DN USGS NO 2 1951.
 PU2203'
 PU2203'THE AZIMUTH MARK IS 30 FEET WEST OF THE GRAVELED ROAD AND 6
 PU2203'FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND
 PU2203'THE DISK IS STAMPED 3 DN USGS 1951.
 PU2203'
 PU2203'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD DISKS
 PU2203'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0888 ***********************************************************************
 QS0888  DESIGNATION -  TT 3 RDS
 QS0888  PID         -  QS0888
 QS0888  STATE/COUNTY-  SD/DEWEY
 QS0888  COUNTRY     -  US
 QS0888  USGS QUAD   -  LANTRY NE (2017)
 QS0888
 QS0888                         *CURRENT SURVEY CONTROL
 QS0888  ______________________________________________________________________
 QS0888* NAD 83(1996) POSITION- 45 13 38.20965(N) 101 21 14.01829(W)   ADJUSTED
 QS0888* NAVD 88 ORTHO HEIGHT -   689.12  (+/-2cm)     2260.9   (feet) VERTCON3
 QS0888  ______________________________________________________________________
 QS0888  GEOID HEIGHT    -        -20.946 (meters)                     GEOID18
 QS0888  LAPLACE CORR    -         -6.11  (seconds)                    DEFLEC18
 QS0888  HORZ ORDER      -  SECOND
 QS0888  VERT ORDER      -  THIRD ? (See Below)
 QS0888
 QS0888.The horizontal coordinates were established by classical geodetic methods
 QS0888.and adjusted by the National Geodetic Survey in January 1998.
 QS0888
 QS0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0888
 QS0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0888.GEOID18 height accuracy estimate available here.
 QS0888
 QS0888.The vertical order pertains to the NGVD 29 superseded value.
 QS0888
 QS0888.Click photographs - Photos may exist for this station.
 QS0888
 QS0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0888
 QS0888. The following values were computed from the NAD 83(1996) position.
 QS0888
 QS0888;                    North         East     Units Scale Factor Converg.
 QS0888;SPC SD N     -   155,788.759   493,683.553   MT  0.99994382   -0 57 29.5
 QS0888;SPC SD N     -   511,116.95  1,619,693.46   sFT  0.99994382   -0 57 29.5
 QS0888;UTM  14      - 5,010,894.327   315,212.415   MT  1.00001987   -1 40 17.5
 QS0888
 QS0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0888!SPC SD N     -   0.99989525  x   0.99994382  =   0.99983908
 QS0888!UTM  14      -   0.99989525  x   1.00001987  =   0.99991512
 QS0888
 QS0888:                Primary Azimuth Mark                     Grid Az
 QS0888:SPC SD N     -  RED EARTH                                255 36 11.3
 QS0888:UTM  14      -  RED EARTH                                256 18 59.3
 QS0888
 QS0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1521210894(NAD 83)
 QS0888
 QS0888|---------------------------------------------------------------------|
 QS0888| PID    Reference Object                     Distance      Geod. Az  |
 QS0888|                                                           dddmmss.s |
 QS0888| QS0887 T15N R23E SEC 31 NW 1/4 NE COR      103.119 METERS 18028     |
 QS0888| QS0886 RED EARTH                           APPROX. 0.7 KM 2543841.8 |
 QS0888|---------------------------------------------------------------------|
 QS0888
 QS0888                          SUPERSEDED SURVEY CONTROL
 QS0888
 QS0888  NAD 83(1986)-  45 13 38.20192(N)    101 21 14.01756(W) AD(       ) 2
 QS0888  NAD 27      -  45 13 38.28700(N)    101 21 12.45700(W) AD(       ) 2
 QS0888  NGVD 29             688.67   (m)         2259.4    (f) LEVELING    3  
 QS0888
 QS0888.Superseded values are not recommended for survey control.
 QS0888
 QS0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0888.See file dsdata.pdf to determine how the superseded data were derived.
 QS0888
 QS0888_MARKER: DB = BENCH MARK DISK
 QS0888_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0888_STAMPING: 3 RDS 1948
 QS0888_MARK LOGO: USGS
 QS0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0888
 QS0888  HISTORY     - Date     Condition        Report By
 QS0888  HISTORY     - 1948     MONUMENTED       USGS
 QS0888
 QS0888                          STATION DESCRIPTION
 QS0888
 QS0888'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JCM)
 QS0888'THE STATION IS IN SECTION 30, T 15 N, R 23 E, ABOUT 11-1/2
 QS0888'MILES SOUTH AND 3-1/2 MILES EAST OF ISABEL, AND 1-1/2 MILES
 QS0888'SOUTHWEST OF RED EARTH CREEK.
 QS0888'
 QS0888'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QS0888'SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST PROJECTING 6 INCHES.
 QS0888'IT IS 21 FEET WEST OF A TRACK ROAD, AND 5 FEET NORTH OF A
 QS0888'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS STAMPED 3 RDS 1948.
 QS0888'
 QS0888'THE STATION WAS LOCATED BY SECOND ORDER TRAVERSE FROM
 QS0888'TRIANGULATION STATION RED EARTH, AND THE DISTANCE WAS FOUND
 QS0888'TO BE 723.069 M. (2372.27 FT.).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0445 ***********************************************************************
 PS0445  DESIGNATION -  TT 30 D
 PS0445  PID         -  PS0445
 PS0445  STATE/COUNTY-  SD/HUGHES
 PS0445  COUNTRY     -  US
 PS0445  USGS QUAD   -  JOE CREEK NW (2017)
 PS0445
 PS0445                         *CURRENT SURVEY CONTROL
 PS0445  ______________________________________________________________________
 PS0445* NAD 83(1986) POSITION- 44 09 53.68   (N) 099 53 50.85   (W)   HD_HELD1
 PS0445* NAVD 88 ORTHO HEIGHT -   450.026 (meters)     1476.46  (feet) ADJUSTED
 PS0445  ______________________________________________________________________
 PS0445  GEOID HEIGHT    -        -24.098 (meters)                     GEOID18
 PS0445  DYNAMIC HEIGHT  -        449.936 (meters)     1476.17  (feet) COMP
 PS0445  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 PS0445
 PS0445  VERT ORDER      -  FIRST     CLASS II
 PS0445
 PS0445.The horizontal coordinates were determined by differentially corrected
 PS0445.hand held GPS observations or other comparable positioning techniques
 PS0445.and have an estimated accuracy of +/- 3 meters.
 PS0445
 PS0445.The orthometric height was determined by differential leveling and
 PS0445.adjusted by the NATIONAL GEODETIC SURVEY
 PS0445.in June 1991.
 PS0445
 PS0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0445.GEOID18 height accuracy estimate available here.
 PS0445
 PS0445.Click photographs - Photos may exist for this station.
 PS0445
 PS0445.The dynamic height is computed by dividing the NAVD 88
 PS0445.geopotential number by the normal gravity value computed on the
 PS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0445.degrees latitude (g = 980.6199 gals.).
 PS0445
 PS0445.The modeled gravity was interpolated from observed gravity values.
 PS0445
 PS0445;                    North         East    Units  Estimated Accuracy
 PS0445;SPC SD S     -   203,569.2     634,861.1     MT  (+/- 3 meters HH1 GPS) 
 PS0445
 PS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP2824690580(NAD 83)
 PS0445
 PS0445                          SUPERSEDED SURVEY CONTROL
 PS0445
 PS0445  NGVD 29 (??/??/92)  449.71   (m)         1475.4    (f) COMPUTED    1 2
 PS0445
 PS0445.Superseded values are not recommended for survey control.
 PS0445
 PS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0445.See file dsdata.pdf to determine how the superseded data were derived.
 PS0445
 PS0445_MARKER: DB = BENCH MARK DISK
 PS0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0445_STAMPING: TT 30 D 1946
 PS0445_MARK LOGO: USGS
 PS0445_PROJECTION: PROJECTING 12 CENTIMETERS
 PS0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0445+STABILITY: SURFACE MOTION
 PS0445
 PS0445  HISTORY     - Date     Condition        Report By
 PS0445  HISTORY     - 1946     MONUMENTED       USGS
 PS0445  HISTORY     - 1949     GOOD             CGS
 PS0445
 PS0445                          STATION DESCRIPTION
 PS0445
 PS0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0445'3.2 MI NW FROM JOE CREEK.
 PS0445'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0445'CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE 0.7
 PS0445'MILE NORTHWEST ALONG A FIELD ROAD, AT THE 1/4 SECTION CORNER
 PS0445'BETWEEN SECTION 7 AND 18, T. 108 N., R. 75 W., 0.7 MILE NORTHWEST
 PS0445'ACROSS A FIELD FROM A FARMHOUSE, 24 FEET SOUTH OF THE CENTER LINE
 PS0445'OF AN EAST-WEST FIELD ROAD, 11 FEET SOUTH OF A FENCE, 1.2 FEET
 PS0445'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 PS0445'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0437 ***********************************************************************
 PS0437  DESIGNATION -  TT 31 D
 PS0437  PID         -  PS0437
 PS0437  STATE/COUNTY-  SD/HUGHES
 PS0437  COUNTRY     -  US
 PS0437  USGS QUAD   -  JOE CREEK (2017)
 PS0437
 PS0437                         *CURRENT SURVEY CONTROL
 PS0437  ______________________________________________________________________
 PS0437* NAD 83(1986) POSITION- 44 11 11.89   (N) 099 52 01.98   (W)   HD_HELD1
 PS0437* NAVD 88 ORTHO HEIGHT -   518.677 (meters)     1701.69  (feet) ADJUSTED
 PS0437  ______________________________________________________________________
 PS0437  GEOID HEIGHT    -        -24.061 (meters)                     GEOID18
 PS0437  DYNAMIC HEIGHT  -        518.572 (meters)     1701.35  (feet) COMP
 PS0437  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 PS0437
 PS0437  VERT ORDER      -  FIRST     CLASS II
 PS0437
 PS0437.The horizontal coordinates were determined by differentially corrected
 PS0437.hand held GPS observations or other comparable positioning techniques
 PS0437.and have an estimated accuracy of +/- 3 meters.
 PS0437
 PS0437.The orthometric height was determined by differential leveling and
 PS0437.adjusted by the NATIONAL GEODETIC SURVEY
 PS0437.in June 1991.
 PS0437
 PS0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0437.GEOID18 height accuracy estimate available here.
 PS0437
 PS0437.Click photographs - Photos may exist for this station.
 PS0437
 PS0437.The dynamic height is computed by dividing the NAVD 88
 PS0437.geopotential number by the normal gravity value computed on the
 PS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0437.degrees latitude (g = 980.6199 gals.).
 PS0437
 PS0437.The modeled gravity was interpolated from observed gravity values.
 PS0437
 PS0437;                    North         East    Units  Estimated Accuracy
 PS0437;SPC SD S     -   205,996.2     637,266.2     MT  (+/- 3 meters HH1 GPS) 
 PS0437
 PS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3068992968(NAD 83)
 PS0437
 PS0437                          SUPERSEDED SURVEY CONTROL
 PS0437
 PS0437  NGVD 29 (??/??/92)  518.35   (m)         1700.6    (f) COMPUTED    1 2
 PS0437
 PS0437.Superseded values are not recommended for survey control.
 PS0437
 PS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0437.See file dsdata.pdf to determine how the superseded data were derived.
 PS0437
 PS0437_MARKER: DB = BENCH MARK DISK
 PS0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0437_STAMPING: TT 31 D 1946
 PS0437_MARK LOGO: USGS
 PS0437_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0437+STABILITY: SURFACE MOTION
 PS0437
 PS0437  HISTORY     - Date     Condition        Report By
 PS0437  HISTORY     - 1946     MONUMENTED       USGS
 PS0437  HISTORY     - 1949     GOOD             CGS
 PS0437
 PS0437                          STATION DESCRIPTION
 PS0437
 PS0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0437'7 MI NW FROM JOE CREEK.
 PS0437'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0437'CREEK, THENCE 0.5 MILE NORTH ALONG A FIELD ROAD, THENCE 0.7
 PS0437'MILE NORTHWEST ALONG A FIELD ROAD, THENCE 0.5 MILE WEST ALONG
 PS0437'A FIELD ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, THENCE
 PS0437'1.0 MILES EAST ALONG A FIELD ROAD, THENCE 0.6 MILE EAST ALONG
 PS0437'A DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD, ON
 PS0437'THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTH AND WEST,
 PS0437'ON ABOUT THE PROJECTED CENTER LINE OF THE NORTH TANGENT, 47 FEET
 PS0437'EAST OF THE CENTER LINE OF THE ROAD, 38 FEET WEST OF A 3-WAY
 PS0437'CORNER FENCE POST, 36 FEET EAST OF THE NORTHEAST CORNER OF A
 PS0437'CATTLE GUARD, 2.5 FEET NORTH OF A FENCE, 1.2 FEET EAST OF A
 PS0437'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PS0437'0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS LOCATED 0.5
 PS0437'MILE SOUTH OF BENCH MARK Z 349.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0418 ***********************************************************************
 QT0418  DESIGNATION -  TT 31 LES
 QT0418  PID         -  QT0418
 QT0418  STATE/COUNTY-  SD/PERKINS
 QT0418  COUNTRY     -  US
 QT0418  USGS QUAD   -  DEEP CREEK NE (2017)
 QT0418
 QT0418                         *CURRENT SURVEY CONTROL
 QT0418  ______________________________________________________________________
 QT0418* NAD 83(1996) POSITION- 45 12 46.71106(N) 102 15 51.42791(W)   ADJUSTED
 QT0418* NAVD 88 ORTHO HEIGHT -   735.78  (+/-2cm)     2414.0   (feet) VERTCON3
 QT0418  ______________________________________________________________________
 QT0418  GEOID HEIGHT    -        -18.779 (meters)                     GEOID18
 QT0418  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC18
 QT0418  HORZ ORDER      -  SECOND
 QT0418  VERT ORDER      -  THIRD ? (See Below)
 QT0418
 QT0418.The horizontal coordinates were established by classical geodetic methods
 QT0418.and adjusted by the National Geodetic Survey in January 1998.
 QT0418
 QT0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0418
 QT0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0418.GEOID18 height accuracy estimate available here.
 QT0418
 QT0418.The vertical order pertains to the NGVD 29 superseded value.
 QT0418
 QT0418.Click photographs - Photos may exist for this station.
 QT0418
 QT0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0418
 QT0418. The following values were computed from the NAD 83(1996) position.
 QT0418
 QT0418;                    North         East     Units Scale Factor Converg.
 QT0418;SPC SD N     -   155,797.133   422,164.199   MT  0.99994309   -1 36 09.1
 QT0418;SPC SD N     -   511,144.43  1,385,050.38   sFT  0.99994309   -1 36 09.1
 QT0418;UTM  13      - 5,010,250.879   714,815.370   MT  1.00016742   +1 56 32.5
 QT0418
 QT0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0418!SPC SD N     -   0.99988760  x   0.99994309  =   0.99983070
 QT0418!UTM  13      -   0.99988760  x   1.00016742  =   1.00005500
 QT0418
 QT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1481510250(NAD 83)
 QT0418
 QT0418|---------------------------------------------------------------------|
 QT0418| PID    Reference Object                     Distance      Geod. Az  |
 QT0418|                                                           dddmmss.s |
 QT0418| QT0416 WILKENS                             384.524 METERS 27639     |
 QT0418| QT0417 TT 31 LES OFFSET                    149.965 METERS 35525     |
 QT0418|---------------------------------------------------------------------|
 QT0418
 QT0418                          SUPERSEDED SURVEY CONTROL
 QT0418
 QT0418  NAD 83(1993)-  45 12 46.70228(N)    102 15 51.42634(W) AD(       ) 2
 QT0418  NAD 83(1986)-  45 12 46.70228(N)    102 15 51.42638(W) AD(       ) 2
 QT0418  NAD 27      -  45 12 46.76700(N)    102 15 49.84600(W) AD(       ) 2
 QT0418  NGVD 29             735.35   (m)         2412.6    (f) LEVELING    3  
 QT0418
 QT0418.Superseded values are not recommended for survey control.
 QT0418
 QT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0418.See file dsdata.pdf to determine how the superseded data were derived.
 QT0418
 QT0418_MARKER: DB = BENCH MARK DISK
 QT0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QT0418_STAMPING: TT 31 LES 1948
 QT0418_MARK LOGO: USGS
 QT0418_MAGNETIC: P = MARKER IS A STEEL PIPE
 QT0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0418
 QT0418  HISTORY     - Date     Condition        Report By
 QT0418  HISTORY     - 1948     MONUMENTED       USGS
 QT0418
 QT0418                          STATION DESCRIPTION
 QT0418
 QT0418'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QT0418'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 QT0418'STATE HIGHWAY 73 NEAR THE WEST EDGE OF THE TOWN OF FAITH.  GO
 QT0418'WEST ON HIGHWAY 212 AND 73 FOR 3.1 MILES TO THEIR JUNCTION.  TURN
 QT0418'RIGHT, NORTH, WITH STATE HIGHWAY 73 AND GO FOR 12.45 MILES TO THE
 QT0418'MOREAU RIVER BRIDGE.  CROSS AND CONTINUE NORTHERLY ON THE HIGHWAY
 QT0418'FOR 1.65 MILES TO THE USTA POST OFFICE AND STORE ON THE RIGHT.
 QT0418'AND A CATTLE GUARD ON THE LEFT, TURN LEFT, WEST, CROSS CATTLE
 QT0418'GUARD AND FOLLOW THE MAIN DIRT ROAD FOR 4.5 MILES TO A SIDE
 QT0418'ROAD ON THE LEFT, WHERE THE MAIN ROAD TURNS NORTH.  TURN
 QT0418'LEFT, SOUTHERLY, AND FOLLOW THE MAIN TRACK ROAD FOR 0.9 MILE
 QT0418'TO A GATE AND A CATTLE GUARD.  TURN LEFT, SOUTH, ON THE EAST
 QT0418'SIDE OF THE FENCE AND FOLLOW THE MAIN TRACK ROAD FOR 1 MILE
 QT0418'TO A FENCE CORNER AND THE MARK (USGS) AS DESCRIBED.
 QT0418'
 QT0418'TT 31 LES (USGS) IS 335 FEET WEST OF A FENCE
 QT0418'CORNER, 250 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 1
 QT0418'FOOT SOUTH OF A FENCE.  THE MARK IS A STANDARD GEOLOGICAL SURVEY
 QT0418'BENCH MARK DISK SET IN CONCRETE IN THE TOP OF AN 8-INCH STOVE
 QT0418'PIPE, PROJECTING 7 INCHES, AND THE DISK IS STAMPED 31 LES 1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1874 ***********************************************************************
 PU1874  DESIGNATION -  TT 33
 PU1874  PID         -  PU1874
 PU1874  STATE/COUNTY-  SD/BUTTE
 PU1874  COUNTRY     -  US
 PU1874  USGS QUAD   -  NISLAND (2017)
 PU1874
 PU1874                         *CURRENT SURVEY CONTROL
 PU1874  ______________________________________________________________________
 PU1874* NAD 83(1986) POSITION- 44 44 03.24   (N) 103 34 32.60   (W)   HD_HELD1
 PU1874* NAVD 88 ORTHO HEIGHT -   892.888 (meters)     2929.42  (feet) ADJUSTED
 PU1874  ______________________________________________________________________
 PU1874  GEOID HEIGHT    -        -16.052 (meters)                     GEOID18
 PU1874  DYNAMIC HEIGHT  -        892.655 (meters)     2928.65  (feet) COMP
 PU1874  MODELED GRAVITY -    980,327.1   (mgal)                       NAVD 88
 PU1874
 PU1874  VERT ORDER      -  SECOND    CLASS 0
 PU1874
 PU1874.The horizontal coordinates were determined by differentially corrected
 PU1874.hand held GPS observations or other comparable positioning techniques
 PU1874.and have an estimated accuracy of +/- 3 meters.
 PU1874
 PU1874.The orthometric height was determined by differential leveling and
 PU1874.adjusted by the NATIONAL GEODETIC SURVEY
 PU1874.in June 1991.
 PU1874
 PU1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1874.GEOID18 height accuracy estimate available here.
 PU1874
 PU1874.Click photographs - Photos may exist for this station.
 PU1874
 PU1874.The dynamic height is computed by dividing the NAVD 88
 PU1874.geopotential number by the normal gravity value computed on the
 PU1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1874.degrees latitude (g = 980.6199 gals.).
 PU1874
 PU1874.The modeled gravity was interpolated from observed gravity values.
 PU1874
 PU1874;                    North         East    Units  Estimated Accuracy
 PU1874;SPC SD N     -   106,363.6     316,870.3     MT  (+/- 3 meters HH1 GPS) 
 PU1874
 PU1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1277254414(NAD 83)
 PU1874
 PU1874                          SUPERSEDED SURVEY CONTROL
 PU1874
 PU1874  NGVD 29 (??/??/92)  892.406  (m)         2927.84   (f) ADJ UNCH    2 0
 PU1874
 PU1874.Superseded values are not recommended for survey control.
 PU1874
 PU1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1874.See file dsdata.pdf to determine how the superseded data were derived.
 PU1874
 PU1874_MARKER: DD = SURVEY DISK
 PU1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1874_STAMPING: TT 33 PC 1950
 PU1874_MARK LOGO: USGS
 PU1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1874+STABILITY: SURFACE MOTION
 PU1874
 PU1874  HISTORY     - Date     Condition        Report By
 PU1874  HISTORY     - 1950     MONUMENTED       USGS
 PU1874  HISTORY     - 1963     GOOD             CGS
 PU1874
 PU1874                          STATION DESCRIPTION
 PU1874
 PU1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1874'6.3 MI NW FROM NISLAND.
 PU1874'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1874'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1874'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1874'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1874'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 1.4 MILES WEST
 PU1874'ALONG A GRAVELED COUNTY ROAD, 0.1 MILE EAST OF A T-JUNCTION OF
 PU1874'FENCES, 34.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7.0 FEET
 PU1874'NORTHWEST ACROSS A FENCE FROM A POWER POLE, 0.6 FOOT NORTH OF AN
 PU1874'EAST-WEST FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU1874'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1874'CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1723 ***********************************************************************
 PU1723  DESIGNATION -  TT 33 WDR
 PU1723  PID         -  PU1723
 PU1723  STATE/COUNTY-  SD/LAWRENCE
 PU1723  COUNTRY     -  US
 PU1723  USGS QUAD   -  SAINT ONGE (2017)
 PU1723
 PU1723                         *CURRENT SURVEY CONTROL
 PU1723  ______________________________________________________________________
 PU1723* NAD 83(1986) POSITION- 44 33 05.84   (N) 103 43 41.20   (W)   HD_HELD1
 PU1723* NAVD 88 ORTHO HEIGHT -  1041.458 (meters)     3416.85  (feet) ADJUSTED
 PU1723  ______________________________________________________________________
 PU1723  GEOID HEIGHT    -        -15.154 (meters)                     GEOID18
 PU1723  DYNAMIC HEIGHT  -       1041.140 (meters)     3415.81  (feet) COMP
 PU1723  MODELED GRAVITY -    980,276.5   (mgal)                       NAVD 88
 PU1723
 PU1723  VERT ORDER      -  FIRST     CLASS II
 PU1723
 PU1723.The horizontal coordinates were determined by differentially corrected
 PU1723.hand held GPS observations or other comparable positioning techniques
 PU1723.and have an estimated accuracy of +/- 3 meters.
 PU1723
 PU1723.The orthometric height was determined by differential leveling and
 PU1723.adjusted by the NATIONAL GEODETIC SURVEY
 PU1723.in June 1991.
 PU1723
 PU1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1723.GEOID18 height accuracy estimate available here.
 PU1723
 PU1723.Click photographs - Photos may exist for this station.
 PU1723
 PU1723.The dynamic height is computed by dividing the NAVD 88
 PU1723.geopotential number by the normal gravity value computed on the
 PU1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1723.degrees latitude (g = 980.6199 gals.).
 PU1723
 PU1723.The modeled gravity was interpolated from observed gravity values.
 PU1723
 PU1723;                    North         East    Units  Estimated Accuracy
 PU1723;SPC SD N     -    86,637.5     303,878.2     MT  (+/- 3 meters HH1 GPS) 
 PU1723
 PU1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0102333929(NAD 83)
 PU1723
 PU1723                          SUPERSEDED SURVEY CONTROL
 PU1723
 PU1723  NGVD 29 (??/??/92) 1040.948  (m)         3415.18   (f) ADJ UNCH    1 2
 PU1723
 PU1723.Superseded values are not recommended for survey control.
 PU1723
 PU1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1723.See file dsdata.pdf to determine how the superseded data were derived.
 PU1723
 PU1723_MARKER: DB = BENCH MARK DISK
 PU1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1723_STAMPING: TT 33 WDR 1950
 PU1723_MARK LOGO: USGS
 PU1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1723+STABILITY: SURFACE MOTION
 PU1723
 PU1723  HISTORY     - Date     Condition        Report By
 PU1723  HISTORY     - 1950     MONUMENTED       USGS
 PU1723  HISTORY     - 1962     GOOD             CGS
 PU1723
 PU1723                          STATION DESCRIPTION
 PU1723
 PU1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1723'0.4 MI NW FROM ST ONGE.
 PU1723'ABOUT 0.4 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1723'RAILWAY FROM THE POST OFFICE AT ST. ONGE, IN SECTION 22, T 7 N,
 PU1723'R 3 E, 3 POLES NORTHWEST OF MILE POST 143, 145 FEET SOUTHWEST
 PU1723'AND ACROSS STATE HIGHWAY 24 FROM THE SOUTHWEST RAIL, 191 FEET
 PU1723'NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 48 FEET
 PU1723'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTHEAST OF A
 PU1723'POWER POLE, 10 FEET SOUTH OF A GUY WIRE, 1 1/2 FEET NORTHEAST
 PU1723'OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 PU1723'4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PU1723'CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1724 ***********************************************************************
 PU1724  DESIGNATION -  TT 33 WDR RESET
 PU1724  PID         -  PU1724
 PU1724  STATE/COUNTY-  SD/LAWRENCE
 PU1724  COUNTRY     -  US
 PU1724  USGS QUAD   -  SAINT ONGE (2017)
 PU1724
 PU1724                         *CURRENT SURVEY CONTROL
 PU1724  ______________________________________________________________________
 PU1724* NAD 83(1986) POSITION- 44 33 05.79   (N) 103 43 42.13   (W)   HD_HELD1
 PU1724* NAVD 88 ORTHO HEIGHT -  1041.39  (+/-2cm)     3416.6   (feet) VERTCON3
 PU1724  ______________________________________________________________________
 PU1724  GEOID HEIGHT    -        -15.153 (meters)                     GEOID18
 PU1724  VERT ORDER      -  THIRD (See Below)
 PU1724
 PU1724.The horizontal coordinates were determined by differentially corrected
 PU1724.hand held GPS observations or other comparable positioning techniques
 PU1724.and have an estimated accuracy of +/- 3 meters.
 PU1724
 PU1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU1724
 PU1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1724.GEOID18 height accuracy estimate available here.
 PU1724
 PU1724.The vertical order pertains to the NGVD 29 superseded value.
 PU1724
 PU1724.Click photographs - Photos may exist for this station.
 PU1724
 PU1724;                    North         East    Units  Estimated Accuracy
 PU1724;SPC SD N     -    86,636.9     303,857.7     MT  (+/- 3 meters HH1 GPS) 
 PU1724
 PU1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0100233928(NAD 83)
 PU1724
 PU1724                          SUPERSEDED SURVEY CONTROL
 PU1724
 PU1724  NGVD 29 (??/??/??) 1040.89   (m)         3415.0    (f) RESET       3  
 PU1724
 PU1724.Superseded values are not recommended for survey control.
 PU1724
 PU1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1724.See file dsdata.pdf to determine how the superseded data were derived.
 PU1724
 PU1724_MARKER: DB = BENCH MARK DISK
 PU1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1724_STAMPING: TT 33 WDR USGS RESET 1963
 PU1724_MARK LOGO: USGS
 PU1724_PROJECTION: PROJECTING 8 CENTIMETERS
 PU1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1724+STABILITY: SURFACE MOTION
 PU1724
 PU1724  HISTORY     - Date     Condition        Report By
 PU1724  HISTORY     - 1963     MONUMENTED       CGS
 PU1724
 PU1724                          STATION DESCRIPTION
 PU1724
 PU1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1724'0.4 MI NW FROM ST ONGE.
 PU1724'THIS MARK IS LOCATED 0.45 MILE NORTHWEST ALONG STATE HIGHWAY
 PU1724'34 FROM THE MAIN CROSSROADS IN ST. ONGE, 0.05 MILE NORTHWEST OF
 PU1724'THE NORTHWEST END OF THE BRIDGE OVER FALSE BOTTOM CREEK, SOUTHWEST
 PU1724'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A METAL
 PU1724'WITNESS POST.  THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1385 ***********************************************************************
 PU1385  DESIGNATION -  TT 34
 PU1385  PID         -  PU1385
 PU1385  STATE/COUNTY-  SD/PENNINGTON
 PU1385  COUNTRY     -  US
 PU1385  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1385
 PU1385                         *CURRENT SURVEY CONTROL
 PU1385  ______________________________________________________________________
 PU1385* NAD 83(1986) POSITION- 44 05 02.26   (N) 103 15 22.12   (W)   HD_HELD1
 PU1385* NAVD 88 ORTHO HEIGHT -   997.309 (meters)     3272.00  (feet) ADJUSTED
 PU1385  ______________________________________________________________________
 PU1385  GEOID HEIGHT    -        -15.652 (meters)                     GEOID18
 PU1385  DYNAMIC HEIGHT  -        996.985 (meters)     3270.94  (feet) COMP
 PU1385  MODELED GRAVITY -    980,259.2   (mgal)                       NAVD 88
 PU1385
 PU1385  VERT ORDER      -  FIRST     CLASS II
 PU1385
 PU1385.The horizontal coordinates were determined by differentially corrected
 PU1385.hand held GPS observations or other comparable positioning techniques
 PU1385.and have an estimated accuracy of +/- 3 meters.
 PU1385
 PU1385.The orthometric height was determined by differential leveling and
 PU1385.adjusted by the NATIONAL GEODETIC SURVEY
 PU1385.in June 1991.
 PU1385
 PU1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1385.GEOID18 height accuracy estimate available here.
 PU1385
 PU1385.Click photographs - Photos may exist for this station.
 PU1385
 PU1385.The dynamic height is computed by dividing the NAVD 88
 PU1385.geopotential number by the normal gravity value computed on the
 PU1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1385.degrees latitude (g = 980.6199 gals.).
 PU1385
 PU1385.The modeled gravity was interpolated from observed gravity values.
 PU1385
 PU1385;                    North         East    Units  Estimated Accuracy
 PU1385;SPC SD S     -   198,601.9     365,965.7     MT  (+/- 3 meters HH1 GPS) 
 PU1385
 PU1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3961582676(NAD 83)
 PU1385
 PU1385                          SUPERSEDED SURVEY CONTROL
 PU1385
 PU1385  NGVD 29 (??/??/92)  996.841  (m)         3270.47   (f) ADJ UNCH    1 2
 PU1385
 PU1385.Superseded values are not recommended for survey control.
 PU1385
 PU1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1385.See file dsdata.pdf to determine how the superseded data were derived.
 PU1385
 PU1385_MARKER: DD = SURVEY DISK
 PU1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1385_STAMPING: TT 34 3271 J1B 1952
 PU1385_MARK LOGO: USGS
 PU1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1385+STABILITY: SURFACE MOTION
 PU1385
 PU1385  HISTORY     - Date     Condition        Report By
 PU1385  HISTORY     - 1952     MONUMENTED       USGS
 PU1385  HISTORY     - 1962     GOOD             CGS
 PU1385  HISTORY     - 19971223 MARK NOT FOUND   USPSQD
 PU1385  HISTORY     - 20110110 MARK NOT FOUND   INDIV
 PU1385
 PU1385                          STATION DESCRIPTION
 PU1385
 PU1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1385'1.4 MI W FROM RAPID CITY.
 PU1385'ABOUT 1.45 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1385'FROM THE STATION AT RAPID CITY, 2 POLES WEST OF MILE POST 101,
 PU1385'ABOUT 400 FEET NORTH OF AND ACROSS RAPID CREEK FROM THE NORTH
 PU1385'RAIL OF THE TRACK, 38 FEET NORTH OF THE NORTHWEST CORNER OF A
 PU1385'OLD STEEL BRIDGE OVER RAPID CREEK, 99 YARDS SOUTH OF THE CENTER
 PU1385'LINE OF WEST OMAHA STREET, 29 FEET EAST OF THE CENTER LINE OF
 PU1385'DEADWOOD AVENUE, 1 FOOT EAST OF A FENCE, 1.6 FEET EAST OF A
 PU1385'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PU1385'PROJECTING ABOUT 8 INCHES.
 PU1385
 PU1385                          STATION RECOVERY (1997)
 PU1385
 PU1385'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1385'MARK NOT FOUND.
 PU1385
 PU1385                          STATION RECOVERY (2011)
 PU1385
 PU1385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1385'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0188 ***********************************************************************
 QT0188  DESIGNATION -  TT 35 JNF RESET
 QT0188  PID         -  QT0188
 QT0188  STATE/COUNTY-  SD/MEADE
 QT0188  COUNTRY     -  US
 QT0188  USGS QUAD   -  CEDAR CANYON (2017)
 QT0188
 QT0188                         *CURRENT SURVEY CONTROL
 QT0188  ______________________________________________________________________
 QT0188* NAD 83(1986) POSITION- 45 01 23.     (N) 102 37 38.     (W)   SCALED
 QT0188* NAVD 88 ORTHO HEIGHT -   880.137 (meters)     2887.58  (feet) ADJUSTED
 QT0188  ______________________________________________________________________
 QT0188  GEOID HEIGHT    -        -17.946 (meters)                     GEOID18
 QT0188  DYNAMIC HEIGHT  -        879.943 (meters)     2886.95  (feet) COMP
 QT0188  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 QT0188
 QT0188  VERT ORDER      -  FIRST     CLASS II
 QT0188
 QT0188.The horizontal coordinates were scaled from a map and have
 QT0188.an estimated accuracy of +/- 6 seconds.
 QT0188
 QT0188.The orthometric height was determined by differential leveling and
 QT0188.adjusted by the NATIONAL GEODETIC SURVEY
 QT0188.in July 1998.
 QT0188
 QT0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0188.GEOID18 height accuracy estimate available here.
 QT0188
 QT0188.Click photographs - Photos may exist for this station.
 QT0188
 QT0188.The dynamic height is computed by dividing the NAVD 88
 QT0188.geopotential number by the normal gravity value computed on the
 QT0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0188.degrees latitude (g = 980.6199 gals.).
 QT0188
 QT0188.The modeled gravity was interpolated from observed gravity values.
 QT0188
 QT0188;                    North         East    Units  Estimated Accuracy
 QT0188;SPC SD N     -   135,560.      392,980.      MT  (+/- 180 meters Scaled)
 QT0188
 QT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK869882(NAD 83)
 QT0188
 QT0188                          SUPERSEDED SURVEY CONTROL
 QT0188
 QT0188.No superseded survey control is available for this station.
 QT0188
 QT0188_MARKER: DD = SURVEY DISK
 QT0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0188_STAMPING: TT 35 JNF RESET 1966
 QT0188_MARK LOGO: USGS
 QT0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0188+STABILITY: SURFACE MOTION
 QT0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0188+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0188
 QT0188  HISTORY     - Date     Condition        Report By
 QT0188  HISTORY     - 1966     MONUMENTED       SDHD
 QT0188  HISTORY     - 1966     GOOD             CGS
 QT0188  HISTORY     - 19960425 GOOD             NGS
 QT0188
 QT0188                          STATION DESCRIPTION
 QT0188
 QT0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0188'1.7 MI W FROM MAURINE.
 QT0188'1.7 MILES WEST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 QT0188'99 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 212, 3.3 FEET EAST
 QT0188'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QT0188'WHICH PROJECTS 4 INCHES.
 QT0188
 QT0188                          STATION RECOVERY (1996)
 QT0188
 QT0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0188'20.2 KM (12.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QT0188'OFFICE IN MUD BUTTE, 801.0 M (2627.9 FT) EAST OF MILEPOST 85, 29.9 M
 QT0188'(98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.9 M (39.0 FT) SOUTHEAST
 QT0188'OF A UTILITY POLE, 0.9 M (3.0 FT) EAST OF A WITNESS POST, 0.8 M (2.6
 QT0188'FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 QT0188'0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 QT0188'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0445 ***********************************************************************
 OT0445  DESIGNATION -  TT 39 WM
 OT0445  PID         -  OT0445
 OT0445  STATE/COUNTY-  SD/FALL RIVER
 OT0445  COUNTRY     -  US
 OT0445  USGS QUAD   -  RUMFORD (2017)
 OT0445
 OT0445                         *CURRENT SURVEY CONTROL
 OT0445  ______________________________________________________________________
 OT0445* NAD 83(1986) POSITION- 43 09 31.55   (N) 103 44 26.27   (W)   HD_HELD1
 OT0445* NAVD 88 ORTHO HEIGHT -  1085.590 (meters)     3561.64  (feet) ADJUSTED
 OT0445  ______________________________________________________________________
 OT0445  GEOID HEIGHT    -        -15.520 (meters)                     GEOID18
 OT0445  DYNAMIC HEIGHT  -       1085.117 (meters)     3560.09  (feet) COMP
 OT0445  MODELED GRAVITY -    980,146.4   (mgal)                       NAVD 88
 OT0445
 OT0445  VERT ORDER      -  FIRST     CLASS II
 OT0445
 OT0445.The horizontal coordinates were determined by differentially corrected
 OT0445.hand held GPS observations or other comparable positioning techniques
 OT0445.and have an estimated accuracy of +/- 3 meters.
 OT0445
 OT0445.The orthometric height was determined by differential leveling and
 OT0445.adjusted by the NATIONAL GEODETIC SURVEY
 OT0445.in June 1991.
 OT0445
 OT0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0445.GEOID18 height accuracy estimate available here.
 OT0445
 OT0445.Click photographs - Photos may exist for this station.
 OT0445
 OT0445.The dynamic height is computed by dividing the NAVD 88
 OT0445.geopotential number by the normal gravity value computed on the
 OT0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0445.degrees latitude (g = 980.6199 gals.).
 OT0445
 OT0445.The modeled gravity was interpolated from observed gravity values.
 OT0445
 OT0445;                    North         East    Units  Estimated Accuracy
 OT0445;SPC SD S     -    97,381.2     322,976.8     MT  (+/- 3 meters HH1 GPS) 
 OT0445
 OT0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0238479215(NAD 83)
 OT0445
 OT0445                          SUPERSEDED SURVEY CONTROL
 OT0445
 OT0445  NGVD 29 (??/??/92) 1085.025  (m)         3559.79   (f) ADJ UNCH    1 2
 OT0445
 OT0445.Superseded values are not recommended for survey control.
 OT0445
 OT0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0445.See file dsdata.pdf to determine how the superseded data were derived.
 OT0445
 OT0445_MARKER: DD = SURVEY DISK
 OT0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0445_STAMPING: TT 39 WM 1948
 OT0445_MARK LOGO: USGS
 OT0445_PROJECTION: PROJECTING 25 CENTIMETERS
 OT0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0445+STABILITY: SURFACE MOTION
 OT0445
 OT0445  HISTORY     - Date     Condition        Report By
 OT0445  HISTORY     - 1948     MONUMENTED       USGS
 OT0445  HISTORY     - 1957     GOOD             CGS
 OT0445  HISTORY     - 1985     POOR             NGS
 OT0445
 OT0445                          STATION DESCRIPTION
 OT0445
 OT0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0445'5.4 MI SE FROM PROVO.
 OT0445'ABOUT 5.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0445'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 27,
 OT0445'T. 10 S., R. 3 E., 17 POLES SOUTHEAST OF MILEPOST 462, 97 FEET
 OT0445'NORTHEAST OF THE NORTHEAST RAIL, 103 FEET NORTH OF THE CENTER
 OT0445'OF A PRIVATE ROAD CROSSING, 22 FEET NORTHWEST OF THE CENTER
 OT0445'LINE OF A PRIVATE ROAD, 1 FOOT NORTHEAST OF A FENCE LINE, 1 1/2
 OT0445'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 OT0445'BELOW THE TOP OF THE RAIL AND IN THE TOP OF A CONCRETE POST
 OT0445'PROJECTING 10 INCHES.
 OT0445
 OT0445                          STATION RECOVERY (1985)
 OT0445
 OT0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0445'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0445'MI) NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF COUNTY ROADS
 OT0445'6412 WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI) NORTHWEST
 OT0445'ALONG STATE ROAD 471, THENCE 4.71 KM (2.9 MI) NORTHWEST ALONG THE
 OT0445'NORTHEAST SIDE OF THE BURLINGTON NORTHERN RAILROAD, NEAR AN IRON
 OT0445'GATE, 29.6 METERS (97 FT) NORTHEAST OF THE NORTHEAST RAIL, 6.7 METERS
 OT0445'(22 FT) NORTHWEST OF THE CENTER OF THE GATE, 0.3 METER (1 FT)
 OT0445'NORTHEAST OF A FENCE, 0.45 METER (1.5 FT) NORTHEAST OF A WITNESS POST
 OT0445'AND 20.7 METERS (68 FT) NORTHWEST OF BENCH MARK D 427.  NOTE--BENCH
 OT0445'MARK WAS FOUND LOOSE IN THE GROUND.
 OT0445'THE MARK IS 1.5 METERS  NE FROM  A WITNESS POST
 OT0445'THE MARK IS 1.8 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0411 ***********************************************************************
 PS0411  DESIGNATION -  TT 4 D
 PS0411  PID         -  PS0411
 PS0411  STATE/COUNTY-  SD/BUFFALO
 PS0411  COUNTRY     -  US
 PS0411  USGS QUAD   -  BIG BEND DAM (2017)
 PS0411
 PS0411                         *CURRENT SURVEY CONTROL
 PS0411  ______________________________________________________________________
 PS0411* NAD 83(1996) POSITION- 44 02 54.99613(N) 099 23 14.77919(W)   ADJUSTED
 PS0411* NAVD 88 ORTHO HEIGHT -   449.813 (meters)     1475.76  (feet) ADJUSTED
 PS0411  ______________________________________________________________________
 PS0411  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 PS0411  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 PS0411  DYNAMIC HEIGHT  -        449.712 (meters)     1475.43  (feet) COMP
 PS0411  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 PS0411
 PS0411  HORZ ORDER      -  THIRD
 PS0411  VERT ORDER      -  FIRST     CLASS II
 PS0411
 PS0411.The horizontal coordinates were established by classical geodetic methods
 PS0411.and adjusted by the National Geodetic Survey in January 1998.
 PS0411
 PS0411.The orthometric height was determined by differential leveling and
 PS0411.adjusted by the NATIONAL GEODETIC SURVEY
 PS0411.in June 1991.
 PS0411
 PS0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0411.GEOID18 height accuracy estimate available here.
 PS0411
 PS0411.Click photographs - Photos may exist for this station.
 PS0411
 PS0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0411
 PS0411.The dynamic height is computed by dividing the NAVD 88
 PS0411.geopotential number by the normal gravity value computed on the
 PS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0411.degrees latitude (g = 980.6199 gals.).
 PS0411
 PS0411.The modeled gravity was interpolated from observed gravity values.
 PS0411
 PS0411. The following values were computed from the NAD 83(1996) position.
 PS0411
 PS0411;                    North         East     Units Scale Factor Converg.
 PS0411;SPC SD S     -   190,987.368   675,798.078   MT  0.99993503   +0 39 09.1
 PS0411;SPC SD S     -   626,597.72  2,217,180.86   sFT  0.99993503   +0 39 09.1
 PS0411;UTM  14      - 4,877,344.834   468,962.814   MT  0.99961185   -0 16 09.8
 PS0411
 PS0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0411!SPC SD S     -   0.99993338  x   0.99993503  =   0.99986841
 PS0411!UTM  14      -   0.99993338  x   0.99961185  =   0.99954525
 PS0411
 PS0411:                Primary Azimuth Mark                     Grid Az
 PS0411:SPC SD S     -  TT 4 D AZ MK                             250 22 24.5
 PS0411:UTM  14      -  TT 4 D AZ MK                             251 17 43.4
 PS0411
 PS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6896277344(NAD 83)
 PS0411
 PS0411|---------------------------------------------------------------------|
 PS0411| PID    Reference Object                     Distance      Geod. Az  |
 PS0411|                                                           dddmmss.s |
 PS0411| PS0412 TT 4 D RM 1                          15.984 METERS 00509     |
 PS0411| PS0410 TT 4 D AZ MK                                       2510133.6 |
 PS0411| PS0413 TT 4 D RM 2                          14.575 METERS 26702     |
 PS0411|---------------------------------------------------------------------|
 PS0411
 PS0411                          SUPERSEDED SURVEY CONTROL
 PS0411
 PS0411  NAD 83(1986)-  44 02 54.99448(N)    099 23 14.78563(W) AD(       ) 3
 PS0411  NAD 27      -  44 02 55.02800(N)    099 23 13.40800(W) AD(       ) 3
 PS0411  NGVD 29 (??/??/92)  449.49   (m)         1474.7    (f) COMPUTED    1 2
 PS0411  NGVD 29             449.49   (m)         1474.7    (f) LEVELING    3  
 PS0411
 PS0411.Superseded values are not recommended for survey control.
 PS0411
 PS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0411.See file dsdata.pdf to determine how the superseded data were derived.
 PS0411
 PS0411_MARKER: DB = BENCH MARK DISK
 PS0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0411_STAMPING: TT 4 D 1946
 PS0411_MARK LOGO: USGS
 PS0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0411+STABILITY: SURFACE MOTION
 PS0411
 PS0411  HISTORY     - Date     Condition        Report By
 PS0411  HISTORY     - 1946     MONUMENTED       USGS
 PS0411  HISTORY     - 1948     GOOD             CGS
 PS0411  HISTORY     - 1949     GOOD             CGS
 PS0411  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0411
 PS0411                          STATION DESCRIPTION
 PS0411
 PS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 PS0411'STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF FORT THOMPSON
 PS0411'AND 1 MILE NORTH OF STATE HIGHWAY 47 AND AT THE JUNCTION OF
 PS0411'TWO SECTION LINE ROADS.  IT IS IN THE SOUTHEAST CORNER OF A
 PS0411'FIELD, 6 FEET WEST OF THE FENCE CORNER, 2-1/2 FEET NORTH
 PS0411'OF THE EAST-WEST RIGHT-OF-WAY FENCE AND 4 FEET NORTHWEST
 PS0411'OF A WHITE WITNESS POST.  THE MARK IS A 6 BY 6 INCH CONCRETE
 PS0411'POST THAT PROJECTS ABOUT 4 INCHES AND MARKED BY A STANDARD
 PS0411'USGS BM DISC THAT IS STAMPED TT 4D 1946.
 PS0411'
 PS0411'REFERENCE MARK NO. 1 IS 15.984 METERS OF 52.44 FEET NORTH
 PS0411'OF THE STATION, 55 FEET NORTH OF THE FENCE CORNER AND 1 FOOT
 PS0411'WEST OF THE NORTH-SOUTH, RIGHT-OF-WAY FENCE LINE.  THE MARK
 PS0411'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED TT4D NO 1 1948.
 PS0411'
 PS0411'REFERENCE MARK NO. 2 IS 14.575 METERS OR 47.82 FEET WEST OF
 PS0411'THE STATION, 55 FEET WEST OF THE FENCE CORNER AND 1 FOOT NORTH
 PS0411'OF THE EAST-WEST RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 PS0411'ABOUT 6 INCHES AND THE DISC IS STAMPED TT4D NO 2 1948.
 PS0411'
 PS0411'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION,
 PS0411'0.15 MILE SOUTH OF THE SECTION LINE ROAD RIGHT-OF-WAY FENCE
 PS0411'LINE AND GATE, 8 FEET WEST OF A TRACK ROAD, 5 FEET NORTH OF A
 PS0411'WHITE WITNESS POST AND IN THE NORTH-SOUTH FENCE LINE.  THE
 PS0411'MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED TT4D
 PS0411'1948.
 PS0411'
 PS0411'STATION WAS REACHED FROM FORT THOMPSON BY GOING EAST ON STATE
 PS0411'HIGHWAY 47 FOR 2.5 MILES TO AN OLD ABANDONED HOUSE ON THE
 PS0411'LEFT AND A TRACK ROAD PASSING TO THE EAST OF THE HOUSE.  TURN
 PS0411'LEFT AND FOLLOW TRACK ROAD NORTH, ALONG THE EAST SIDE OF FENCE
 PS0411'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT IN THE FENCE
 PS0411'LINE.  CONTINUE NORTH FOR 0.15 MILE TO A GATE IN THE
 PS0411'SECTION-LINE-ROAD RIGHT-OF-WAY FENCE LINE.  GO THRU GATE AND
 PS0411'TURN RIGHT OR EAST AND GO 0.25 MILE, ON SECTION LINE ROAD, TO
 PS0411'THE STATION ON THE LEFT IN THE FENCE CORNER.
 PS0411'
 PS0411'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PS0411
 PS0411                          STATION RECOVERY (1949)
 PS0411
 PS0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0411'3.6 MI SE FROM FORT THOMPSON.
 PS0411'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT FORT
 PS0411'THOMPSON, THENCE 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 47,
 PS0411'THENCE 0.8 MILE NORTH ALONG A FIELD ROAD, THENCE 0.2 MILE EAST ALONG A
 PS0411'SECTION LINE ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS LEADING WEST
 PS0411'AND NORTH, 47.8 FEET EAST OF TT 4 D RM 2, 52.4 FEET SOUTH OF TT 4 D RM
 PS0411'1, 38 FEET NORTH OF THE CENTER LINE OF THE WEST TANGENT, 37 FEET WEST
 PS0411'OF THE CENTER LINE OF THE NORTH TANGENT, 5.7 FEET NORTHWEST OF A
 PS0411'CORNER FENCE POST, 3.8 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 PS0411'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PS0411
 PS0411                          STATION RECOVERY (2013)
 PS0411
 PS0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0410 ***********************************************************************
 PS0410  DESIGNATION -  TT 4 D AZ MK
 PS0410  PID         -  PS0410
 PS0410  STATE/COUNTY-  SD/BUFFALO
 PS0410  COUNTRY     -  US
 PS0410  USGS QUAD   -  BIG BEND DAM (2017)
 PS0410
 PS0410                         *CURRENT SURVEY CONTROL
 PS0410  ______________________________________________________________________
 PS0410* NAD 83(1986) POSITION- 44 02 51.     (N) 099 23 22.     (W)   SCALED
 PS0410* NAVD 88 ORTHO HEIGHT -   449.143 (meters)     1473.56  (feet) ADJUSTED
 PS0410  ______________________________________________________________________
 PS0410  GEOID HEIGHT    -        -24.921 (meters)                     GEOID18
 PS0410  DYNAMIC HEIGHT  -        449.042 (meters)     1473.23  (feet) COMP
 PS0410  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 PS0410
 PS0410  VERT ORDER      -  FIRST     CLASS II
 PS0410
 PS0410.The horizontal coordinates were scaled from a map and have
 PS0410.an estimated accuracy of +/- 6 seconds.
 PS0410
 PS0410.The orthometric height was determined by differential leveling and
 PS0410.adjusted by the NATIONAL GEODETIC SURVEY
 PS0410.in June 1991.
 PS0410
 PS0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0410.GEOID18 height accuracy estimate available here.
 PS0410
 PS0410.Click photographs - Photos may exist for this station.
 PS0410
 PS0410.The dynamic height is computed by dividing the NAVD 88
 PS0410.geopotential number by the normal gravity value computed on the
 PS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0410.degrees latitude (g = 980.6199 gals.).
 PS0410
 PS0410.The modeled gravity was interpolated from observed gravity values.
 PS0410
 PS0410;                    North         East    Units  Estimated Accuracy
 PS0410;SPC SD S     -   190,860.      675,640.      MT  (+/- 180 meters Scaled)
 PS0410
 PS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP688772(NAD 83)
 PS0410
 PS0410                          SUPERSEDED SURVEY CONTROL
 PS0410
 PS0410  NGVD 29 (??/??/92)  448.816  (m)         1472.49   (f) ADJ UNCH    1 2
 PS0410
 PS0410.Superseded values are not recommended for survey control.
 PS0410
 PS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0410.See file dsdata.pdf to determine how the superseded data were derived.
 PS0410
 PS0410_MARKER: DZ = AZIMUTH MARK DISK
 PS0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0410_STAMPING: TT 4 D 1948
 PS0410_MARK LOGO: CGS
 PS0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0410+STABILITY: SURFACE MOTION
 PS0410
 PS0410  HISTORY     - Date     Condition        Report By
 PS0410  HISTORY     - 1948     MONUMENTED       CGS
 PS0410  HISTORY     - 1949     GOOD             CGS
 PS0410  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0410
 PS0410                          STATION DESCRIPTION
 PS0410
 PS0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0410'3.3 MI SE FROM FORT THOMPSON.
 PS0410'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0410'FORT THOMPSON, THENCE 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0410'47, THENCE 0.7 MILE NORTH ALONG A FIELD ROAD, 409 FEET SOUTH OF
 PS0410'THE CENTER LINE OF AN EAST-WEST SECTION LINE ROAD, 12 FEET WEST
 PS0410'OF THE CENTER LINE OF THE FIELD ROAD, 0.7 FOOT EAST OF A
 PS0410'NORTH-SOUTH FENCE, 5.5 FEET NORTH OF A REFERENCE POST, SET IN
 PS0410'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PS0410
 PS0410                          STATION RECOVERY (2013)
 PS0410
 PS0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0412 ***********************************************************************
 PS0412  DESIGNATION -  TT 4 D RM 1
 PS0412  PID         -  PS0412
 PS0412  STATE/COUNTY-  SD/BUFFALO
 PS0412  COUNTRY     -  US
 PS0412  USGS QUAD   -  BIG BEND DAM (2017)
 PS0412
 PS0412                         *CURRENT SURVEY CONTROL
 PS0412  ______________________________________________________________________
 PS0412* NAD 83(1986) POSITION- 44 02 55.51   (N) 099 23 14.71   (W)   HD_HELD1
 PS0412* NAVD 88 ORTHO HEIGHT -   449.710 (meters)     1475.42  (feet) ADJUSTED
 PS0412  ______________________________________________________________________
 PS0412  GEOID HEIGHT    -        -24.917 (meters)                     GEOID18
 PS0412  DYNAMIC HEIGHT  -        449.610 (meters)     1475.10  (feet) COMP
 PS0412  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 PS0412
 PS0412  VERT ORDER      -  FIRST     CLASS II
 PS0412
 PS0412.The horizontal coordinates were determined by differentially corrected
 PS0412.hand held GPS observations or other comparable positioning techniques
 PS0412.and have an estimated accuracy of +/- 3 meters.
 PS0412
 PS0412.The orthometric height was determined by differential leveling and
 PS0412.adjusted by the NATIONAL GEODETIC SURVEY
 PS0412.in June 1991.
 PS0412
 PS0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0412.GEOID18 height accuracy estimate available here.
 PS0412
 PS0412.Click photographs - Photos may exist for this station.
 PS0412
 PS0412.The dynamic height is computed by dividing the NAVD 88
 PS0412.geopotential number by the normal gravity value computed on the
 PS0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0412.degrees latitude (g = 980.6199 gals.).
 PS0412
 PS0412.The modeled gravity was interpolated from observed gravity values.
 PS0412
 PS0412;                    North         East    Units  Estimated Accuracy
 PS0412;SPC SD S     -   191,003.2     675,799.4     MT  (+/- 3 meters HH1 GPS) 
 PS0412
 PS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6896477360(NAD 83)
 PS0412
 PS0412                          SUPERSEDED SURVEY CONTROL
 PS0412
 PS0412  NGVD 29 (??/??/92)  449.384  (m)         1474.35   (f) ADJ UNCH    1 2
 PS0412
 PS0412.Superseded values are not recommended for survey control.
 PS0412
 PS0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0412.See file dsdata.pdf to determine how the superseded data were derived.
 PS0412
 PS0412_MARKER: DR = REFERENCE MARK DISK
 PS0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0412_STAMPING: TT 4 D NO 1 1948
 PS0412_MARK LOGO: CGS
 PS0412_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0412+STABILITY: SURFACE MOTION
 PS0412
 PS0412  HISTORY     - Date     Condition        Report By
 PS0412  HISTORY     - 1948     MONUMENTED       CGS
 PS0412  HISTORY     - 1949     GOOD             CGS
 PS0412  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0412
 PS0412                          STATION DESCRIPTION
 PS0412
 PS0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0412'3.6 MI SE FROM FORT THOMPSON.
 PS0412'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0412'FORT THOMPSON, THENCE 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0412'47, THENCE 0.8 MILE NORTH ALONG A FIELD ROAD, THENCE 0.2 MILE EAST
 PS0412'ALONG A SECTION LINE ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS
 PS0412'LEADING WEST AND NORTH, 89 FEET NORTH OF THE CENTER LINE OF THE
 PS0412'WEST TANGENT, 75.9 FEET NORTHEAST OF TT 4 D R.M. 2, 52.4 FEET
 PS0412'NORTH OF TRIANGULATION STATION TT 4 D 1946, 28 FEET WEST OF THE
 PS0412'CENTER LINE OF THE NORTH TANGENT, 0.8 FOOT WEST OF A NORTH-SOUTH
 PS0412'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PS0412'ABOVE THE GROUND.
 PS0412
 PS0412                          STATION RECOVERY (2013)
 PS0412
 PS0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0413 ***********************************************************************
 PS0413  DESIGNATION -  TT 4 D RM 2
 PS0413  PID         -  PS0413
 PS0413  STATE/COUNTY-  SD/BUFFALO
 PS0413  COUNTRY     -  US
 PS0413  USGS QUAD   -  BIG BEND DAM (2017)
 PS0413
 PS0413                         *CURRENT SURVEY CONTROL
 PS0413  ______________________________________________________________________
 PS0413* NAD 83(1986) POSITION- 44 02 54.97   (N) 099 23 15.43   (W)   HD_HELD1
 PS0413* NAVD 88 ORTHO HEIGHT -   449.987 (meters)     1476.33  (feet) ADJUSTED
 PS0413  ______________________________________________________________________
 PS0413  GEOID HEIGHT    -        -24.918 (meters)                     GEOID18
 PS0413  DYNAMIC HEIGHT  -        449.886 (meters)     1476.00  (feet) COMP
 PS0413  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 PS0413
 PS0413  VERT ORDER      -  FIRST     CLASS II
 PS0413
 PS0413.The horizontal coordinates were determined by differentially corrected
 PS0413.hand held GPS observations or other comparable positioning techniques
 PS0413.and have an estimated accuracy of +/- 3 meters.
 PS0413
 PS0413.The orthometric height was determined by differential leveling and
 PS0413.adjusted by the NATIONAL GEODETIC SURVEY
 PS0413.in June 1991.
 PS0413
 PS0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0413.GEOID18 height accuracy estimate available here.
 PS0413
 PS0413.Click photographs - Photos may exist for this station.
 PS0413
 PS0413.The dynamic height is computed by dividing the NAVD 88
 PS0413.geopotential number by the normal gravity value computed on the
 PS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0413.degrees latitude (g = 980.6199 gals.).
 PS0413
 PS0413.The modeled gravity was interpolated from observed gravity values.
 PS0413
 PS0413;                    North         East    Units  Estimated Accuracy
 PS0413;SPC SD S     -   190,986.4     675,783.6     MT  (+/- 3 meters HH1 GPS) 
 PS0413
 PS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6894877344(NAD 83)
 PS0413
 PS0413                          SUPERSEDED SURVEY CONTROL
 PS0413
 PS0413  NGVD 29 (??/??/92)  449.660  (m)         1475.26   (f) ADJ UNCH    1 2
 PS0413
 PS0413.Superseded values are not recommended for survey control.
 PS0413
 PS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0413.See file dsdata.pdf to determine how the superseded data were derived.
 PS0413
 PS0413_MARKER: DR = REFERENCE MARK DISK
 PS0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0413_STAMPING: TT 4 D NO 2 1948
 PS0413_MARK LOGO: CGS
 PS0413_PROJECTION: PROJECTING 18 CENTIMETERS
 PS0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0413+STABILITY: SURFACE MOTION
 PS0413
 PS0413  HISTORY     - Date     Condition        Report By
 PS0413  HISTORY     - 1948     MONUMENTED       CGS
 PS0413  HISTORY     - 1949     GOOD             CGS
 PS0413  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0413
 PS0413                          STATION DESCRIPTION
 PS0413
 PS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0413'3.6 MI SE FROM FORT THOMPSON.
 PS0413'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0413'FORT THOMPSON, THENCE 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0413'47, THENCE 0.8 MILE NORTH ALONG A FIELD ROAD, THENCE 0.2 MILE EAST
 PS0413'ALONG A SECTION-LINE ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS
 PS0413'LEADING NORTH AND WEST, 85 FEET WEST OF THE CENTER LINE OF THE
 PS0413'NORTH TANGENT, 75.9 FEET SOUTHWEST OF TT 4 D R.M. 1, 47.8 FEET
 PS0413'WEST OF TRIANGULATION STATION TT 4 D 1946, 33 FEET NORTH OF THE
 PS0413'CENTER LINE OF THE WEST TANGENT, 0.8 FOOT NORTH OF AN EAST-WEST
 PS0413'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 PS0413'ABOVE THE GROUND.
 PS0413
 PS0413                          STATION RECOVERY (2013)
 PS0413
 PS0413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2246 ***********************************************************************
 PU2246  DESIGNATION -  TT 4 RDM
 PU2246  PID         -  PU2246
 PU2246  STATE/COUNTY-  SD/MEADE
 PU2246  COUNTRY     -  US
 PU2246  USGS QUAD   -  FAIRPOINT SE (2017)
 PU2246
 PU2246                         *CURRENT SURVEY CONTROL
 PU2246  ______________________________________________________________________
 PU2246* NAD 83(1996) POSITION- 44 30 56.35811(N) 102 50 05.85482(W)   ADJUSTED
 PU2246* NAVD 88 ORTHO HEIGHT -   852.802 (meters)     2797.90  (feet) ADJUSTED
 PU2246  ______________________________________________________________________
 PU2246  GEOID HEIGHT    -        -17.793 (meters)                     GEOID18
 PU2246  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 PU2246  DYNAMIC HEIGHT  -        852.573 (meters)     2797.15  (feet) COMP
 PU2246  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 PU2246
 PU2246  HORZ ORDER      -  SECOND
 PU2246  VERT ORDER      -  FIRST     CLASS II
 PU2246
 PU2246.The horizontal coordinates were established by classical geodetic methods
 PU2246.and adjusted by the National Geodetic Survey in January 1998.
 PU2246
 PU2246.The orthometric height was determined by differential leveling and
 PU2246.adjusted by the NATIONAL GEODETIC SURVEY
 PU2246.in October 1997.
 PU2246
 PU2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2246.GEOID18 height accuracy estimate available here.
 PU2246
 PU2246.Click photographs - Photos may exist for this station.
 PU2246
 PU2246.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2246
 PU2246.The dynamic height is computed by dividing the NAVD 88
 PU2246.geopotential number by the normal gravity value computed on the
 PU2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2246.degrees latitude (g = 980.6199 gals.).
 PU2246
 PU2246.The modeled gravity was interpolated from observed gravity values.
 PU2246
 PU2246. The following values were computed from the NAD 83(1996) position.
 PU2246
 PU2246;                    North         East     Units Scale Factor Converg.
 PU2246;SPC SD N     -    79,767.398   374,647.246   MT  0.99998251   -2 00 23.1
 PU2246;SPC SD N     -   261,703.54  1,229,155.17   sFT  0.99998251   -2 00 23.1
 PU2246;UTM  13      - 4,931,427.959   672,070.527   MT  0.99996412   +1 31 05.8
 PU2246
 PU2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2246!SPC SD N     -   0.99986909  x   0.99998251  =   0.99985160
 PU2246!UTM  13      -   0.99986909  x   0.99996412  =   0.99983322
 PU2246
 PU2246:                Primary Azimuth Mark                     Grid Az
 PU2246:SPC SD N     -  TT 4 RDM AZ MK                           140 43 39.2
 PU2246:UTM  13      -  TT 4 RDM AZ MK                           137 12 10.3
 PU2246
 PU2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7207031427(NAD 83)
 PU2246
 PU2246|---------------------------------------------------------------------|
 PU2246| PID    Reference Object                     Distance      Geod. Az  |
 PU2246|                                                           dddmmss.s |
 PU2246| AB6194 TT 4 RDM RM 1                         9.358 METERS 06941     |
 PU2246| CQ4276 TT 4 RDM AZ MK                                     1384316.1 |
 PU2246| AB6193 TT 4 RDM RM 2                         9.371 METERS 24922     |
 PU2246|---------------------------------------------------------------------|
 PU2246
 PU2246                          SUPERSEDED SURVEY CONTROL
 PU2246
 PU2246  NAD 83(1993)-  44 30 56.35044(N)    102 50 05.85536(W) AD(       ) 2
 PU2246  NAD 83(1986)-  44 30 56.34987(N)    102 50 05.85490(W) AD(       ) 2
 PU2246  NAD 27      -  44 30 56.39570(N)    102 50 04.22420(W) AD(       ) 2
 PU2246  NGVD 29             852.40   (m)         2796.6    (f) LEVELING    3  
 PU2246
 PU2246.Superseded values are not recommended for survey control.
 PU2246
 PU2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2246.See file dsdata.pdf to determine how the superseded data were derived.
 PU2246
 PU2246_MARKER: DD = SURVEY DISK
 PU2246_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2246_STAMPING: 4 RDM 1950
 PU2246_MARK LOGO: USGS
 PU2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2246+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 PU2246
 PU2246  HISTORY     - Date     Condition        Report By
 PU2246  HISTORY     - 1950     MONUMENTED       USGS
 PU2246  HISTORY     - 1951     GOOD             CGS
 PU2246  HISTORY     - 1962     GOOD             CGS
 PU2246  HISTORY     - 19950613 GOOD             NGS
 PU2246
 PU2246                          STATION DESCRIPTION
 PU2246
 PU2246'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2246'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST AND 3 MILES
 PU2246'SOUTH OF UNION CENTER, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 24.
 PU2246'IT IS 46 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 2
 PU2246'FEET NORTHWEST OF A FENCE.
 PU2246'
 PU2246'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER.  GO
 PU2246'WEST, SOUTH AND WEST ON STATE HIGHWAY 24 FOR 11.2 MILES TO A
 PU2246'CROSSROAD (THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THIS POINT).
 PU2246'CONTINUE WEST FOR 0.45 MILE TO THE STATION ON THE LEFT.
 PU2246'
 PU2246'THE STATION MARK IS A STANDARD BRONZE DISK OF THE UNITED STATES
 PU2246'GEOLOGICAL SURVEY SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER
 PU2246'THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED 4 R D M 1950.
 PU2246'
 PU2246'REFERENCE MARK NO. 1 IS 47 FEET SOUTHEAST OF THE CENTER OF THE
 PU2246'HIGHWAY, AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS
 PU2246'8 INCHES AND THE DISK IS STAMPED 4 R D M USGS NO 1 1950.
 PU2246'
 PU2246'REFERENCE MARK NO. 2 IS 48 FEET SOUTHEAST OF THE CENTER OF THE
 PU2246'HIGHWAY, AND 2 FEET NORTHWEST OF A FENCE.  THE MARK PROJECTS
 PU2246'5 INCHES AND THE DISK IS STAMPED 4 R D M USGS NO 2 1950.
 PU2246'
 PU2246'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF A GRAVELED
 PU2246'ROAD, 3 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 PU2246'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED 4 R D M
 PU2246'USGS 1950.
 PU2246'
 PU2246'ALL THE MARK WITH THE EXCEPTION OF THE STATION MARK ARE STANDARD
 PU2246'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2246'
 PU2246'NOTE--OBSERVATIONS NOT COMPLETED DUE TO BAD WEATHER.
 PU2246'
 PU2246'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU2246
 PU2246                          STATION RECOVERY (1951)
 PU2246
 PU2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2246'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST AND 3 MILES
 PU2246'SOUTH OF UNION CENTER, ON THE CREST OF A RIDGE, AND ON THE
 PU2246'RIGHT-OF-WAY OF STATE HIGHWAY NO. 24.  IT IS 46 FEET SOUTHEAST
 PU2246'OF THE CENTER OF THE HIGHWAY, AND 2 FEET NORTHWEST OF A WIRE
 PU2246'FENCE.
 PU2246'
 PU2246'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER.
 PU2246'GO WEST, SOUTH AND WEST ON STATE HIGHWAY NO. 24 FOR 11.2 MILES
 PU2246'TO A CROSSROADS (THE AZIMUTH MARK IS 0.7 MILE SOUTH OF THIS
 PU2246'POINT).  CONTINUE WEST FOR 0.45 MILE TO THE STATION ON THE
 PU2246'LEFT AS DESCRIBED.
 PU2246'
 PU2246'THE STATION MARK IS A STANDARD BRONZE DISK OF THE UNITED
 PU2246'STATES GEOLOGICAL SURVEY SET IN THE TOP OF A 6-INCH CYLINDER
 PU2246'THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED 4 RDM 1950.
 PU2246'
 PU2246'REFERENCE MARK NO. 1 IS 47 FEET SOUTHEAST OF THE CENTER OF THE
 PU2246'HIGHWAY, AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS
 PU2246'8 INCHES, AND THE DISK IS STAMPED TT 4 RDM USGS NO 1 1950.
 PU2246'
 PU2246'REFERENCE MARK NO. 2 IS 48 FEET SOUTHEAST OF THE CENTER OF
 PU2246'THE HIGHWAY, AND 2 FEET NORTHWEST OF A FENCE.  THE MARK PROJECTS
 PU2246'5 INCHES, AND THE DISK IS STAMPED TT 4 RDM USGS NO 2 1950.
 PU2246'
 PU2246'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF A GRAVELED
 PU2246'ROAD, 3 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 PU2246'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED TT 4 RDM
 PU2246'USGS 1950.
 PU2246'
 PU2246'ALL THE MARKS WITH THE EXCEPTION OF THE STATION MARK ARE
 PU2246'STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2246
 PU2246                          STATION RECOVERY (1962)
 PU2246
 PU2246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2246'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PU2246'ND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 PU2246'THE HORIZONTAL DISTANCE TO BOTH REFERENCE MARKS WAS CHECKED,
 PU2246'THE HORIZONTAL DIRECTION TO BOTH REFERENCE MARKS WERE FOUND
 PU2246'IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 PU2246'
 PU2246'THE STATION IS LOCATED 8-1/2 MILES WEST-SOUTHWEST OF UNION
 PU2246'CENTER, 0.3 MILE SOUTH OF STATE HIGHWAY 34, IN SECTION 6,
 PU2246'T. 7 N., R. 11 E., ALONG THE SOUTHEAST SIDE OF AN OLD ROAD BED
 PU2246'IN OPEN PASTURE LAND OWNED BY MR. F.A. MOONEY.
 PU2246'
 PU2246'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT UNION
 PU2246'CENTER, GO WEST AND SOUTHWEST ON STATE HIGHWAY 34 FOR 8.5
 PU2246'MILES TO A CROSSROAD AND A SIGN FAIRPOINT, HAYDRAW, ELM
 PU2246'SPRINGS.  (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN
 PU2246'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.15 MILES TO THE
 PU2246'MARK ON THE RIGHT AS DESCRIBED.) CONTINUE STRAIGHT AHEAD AND
 PU2246'GO SOUTHWEST ON STATE HIGHWAY 34 FOR 0.45 MILE TO AN EARTH
 PU2246'RAMP ON THE LEFT AND A WIRE GATE.  TURN LEFT THROUGH THE WIRE
 PU2246'GATE AND GO SOUTH ON A DIM TRACK ROAD FOR 0.25 MILE TO A WIRE
 PU2246'GATE.  PASS THROUGH THE WIRE GATE, THENCE TURN SHARP RIGHT
 PU2246'AND GO WEST-SOUTHWEST ON AN OLD ROAD BED FOR 0.3 MILE TO
 PU2246'THE STATION ON THE LEFT AS DESCRIBED.
 PU2246'
 PU2246'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PU2246'SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER WHICH PROJECTS
 PU2246'4 INCHES AND IS STAMPED 4 RDM 1950.  IT IS 50 FEET SOUTHEAST
 PU2246'OF THE CENTER OF AN OLD ROAD BED.
 PU2246'
 PU2246'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2246'12-INCH CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS
 PU2246'STAMPED TT 4 RDM USGS NO 1 1950.  IT IS 50 FEET SOUTHEAST
 PU2246'OF THE CENTER OF AN OLD ROAD BED.
 PU2246'
 PU2246'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 PU2246'A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 PU2246'STAMPED TT 4 RDM USGS NO 2 1950.  IT IS 50 FEET SOUTHEAST
 PU2246'OF THE CENTER OF AN OLD ROAD BED.
 PU2246'
 PU2246'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2246'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 PU2246'STAMPED TT 4 RDM USGS 1950.  IT IS 41 FEET WEST OF THE CENTER
 PU2246'OF A GRAVELED ROAD, 4.8 FEET SOUTH OF A METAL WITNESS POST
 PU2246'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 PU2246
 PU2246                          STATION RECOVERY (1995)
 PU2246
 PU2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2246'14.6 KM (9.05 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU2246'IN UNION, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG COUNTY ROAD 21,
 PU2246'THENCE 0.9 KM (0.55 MI) WESTERLY ALONG AN ABANDONED ROAD BED, 17.8 M
 PU2246'(58.4 FT) SOUTHEAST OF THE ROAD CENTER, 9.4 M (30.8 FT) SOUTHWEST OF
 PU2246'REFERENCE MARK 1, 9.4 M (30.8 FT) NORTHEAST OF REFERENCE MARK 2, 0.3 M
 PU2246'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M
 PU2246'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 PU2246'OWNED BY DENNIS LEVIN, HCR 75, BOX 244, HEREFORD, SD 5775, TELEPHONE
 PU2246'NUMBER (605) 985-5369.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6194 ***********************************************************************
 AB6194  DESIGNATION -  TT 4 RDM RM 1
 AB6194  PID         -  AB6194
 AB6194  STATE/COUNTY-  SD/MEADE
 AB6194  COUNTRY     -  US
 AB6194  USGS QUAD   -  FAIRPOINT SE (2017)
 AB6194
 AB6194                         *CURRENT SURVEY CONTROL
 AB6194  ______________________________________________________________________
 AB6194* NAD 83(1986) POSITION- 44 30 56.46   (N) 102 50 05.46   (W)   HD_HELD1
 AB6194* NAVD 88 ORTHO HEIGHT -   852.788 (meters)     2797.86  (feet) ADJUSTED
 AB6194  ______________________________________________________________________
 AB6194  GEOID HEIGHT    -        -17.794 (meters)                     GEOID18
 AB6194  DYNAMIC HEIGHT  -        852.559 (meters)     2797.10  (feet) COMP
 AB6194  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 AB6194
 AB6194  VERT ORDER      -  FIRST     CLASS II
 AB6194
 AB6194.The horizontal coordinates were determined by differentially corrected
 AB6194.hand held GPS observations or other comparable positioning techniques
 AB6194.and have an estimated accuracy of +/- 3 meters.
 AB6194
 AB6194.The orthometric height was determined by differential leveling and
 AB6194.adjusted by the NATIONAL GEODETIC SURVEY
 AB6194.in October 1997.
 AB6194
 AB6194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6194.GEOID18 height accuracy estimate available here.
 AB6194
 AB6194.Click photographs - Photos may exist for this station.
 AB6194
 AB6194.The dynamic height is computed by dividing the NAVD 88
 AB6194.geopotential number by the normal gravity value computed on the
 AB6194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6194.degrees latitude (g = 980.6199 gals.).
 AB6194
 AB6194.The modeled gravity was interpolated from observed gravity values.
 AB6194
 AB6194;                    North         East    Units  Estimated Accuracy
 AB6194;SPC SD N     -    79,770.2     374,656.1     MT  (+/- 3 meters HH1 GPS) 
 AB6194
 AB6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7207931431(NAD 83)
 AB6194
 AB6194                          SUPERSEDED SURVEY CONTROL
 AB6194
 AB6194.No superseded survey control is available for this station.
 AB6194
 AB6194_MARKER: DR = REFERENCE MARK DISK
 AB6194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6194_STAMPING: 4 RDM USGS NO 1 TT 1950
 AB6194_MARK LOGO: CGS
 AB6194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6194+STABILITY: SURFACE MOTION
 AB6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6194+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 AB6194
 AB6194  HISTORY     - Date     Condition        Report By
 AB6194  HISTORY     - 1950     MONUMENTED       CGS
 AB6194  HISTORY     - 19950613 GOOD             NGS
 AB6194
 AB6194                          STATION DESCRIPTION
 AB6194
 AB6194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6194'14.6 KM (9.05 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB6194'IN UNION, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG COUNTY ROAD 21,
 AB6194'THENCE 0.9 KM (0.55 MI) WESTERLY ALONG AN ABANDONED ROAD BED, 15.1 M
 AB6194'(49.5 FT) SOUTHEAST OF THE ROAD CENTER, 9.4 M (30.8 FT) NORTHEAST OF
 AB6194'TRIANGULATION STATION TT 4 RDM, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB6194'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AB6194'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DENNIS LEVIN, HCR
 AB6194'75, BOX 244, HEREFORD, SD 5775, TELEPHONE NUMBER (605) 985-5369.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6193 ***********************************************************************
 AB6193  DESIGNATION -  TT 4 RDM RM 2
 AB6193  PID         -  AB6193
 AB6193  STATE/COUNTY-  SD/MEADE
 AB6193  COUNTRY     -  US
 AB6193  USGS QUAD   -  FAIRPOINT SE (2017)
 AB6193
 AB6193                         *CURRENT SURVEY CONTROL
 AB6193  ______________________________________________________________________
 AB6193* NAD 83(1986) POSITION- 44 30 56.25   (N) 102 50 06.25   (W)   HD_HELD1
 AB6193* NAVD 88 ORTHO HEIGHT -   852.749 (meters)     2797.73  (feet) ADJUSTED
 AB6193  ______________________________________________________________________
 AB6193  GEOID HEIGHT    -        -17.793 (meters)                     GEOID18
 AB6193  DYNAMIC HEIGHT  -        852.520 (meters)     2796.98  (feet) COMP
 AB6193  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 AB6193
 AB6193  VERT ORDER      -  FIRST     CLASS II
 AB6193
 AB6193.The horizontal coordinates were determined by differentially corrected
 AB6193.hand held GPS observations or other comparable positioning techniques
 AB6193.and have an estimated accuracy of +/- 3 meters.
 AB6193
 AB6193.The orthometric height was determined by differential leveling and
 AB6193.adjusted by the NATIONAL GEODETIC SURVEY
 AB6193.in October 1997.
 AB6193
 AB6193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6193.GEOID18 height accuracy estimate available here.
 AB6193
 AB6193.Click photographs - Photos may exist for this station.
 AB6193
 AB6193.The dynamic height is computed by dividing the NAVD 88
 AB6193.geopotential number by the normal gravity value computed on the
 AB6193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6193.degrees latitude (g = 980.6199 gals.).
 AB6193
 AB6193.The modeled gravity was interpolated from observed gravity values.
 AB6193
 AB6193;                    North         East    Units  Estimated Accuracy
 AB6193;SPC SD N     -    79,764.4     374,638.4     MT  (+/- 3 meters HH1 GPS) 
 AB6193
 AB6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7206131424(NAD 83)
 AB6193
 AB6193                          SUPERSEDED SURVEY CONTROL
 AB6193
 AB6193.No superseded survey control is available for this station.
 AB6193
 AB6193_MARKER: DR = REFERENCE MARK DISK
 AB6193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6193_STAMPING: 4 RDM USGS NO 2 TT 1950
 AB6193_MARK LOGO: CGS
 AB6193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6193+STABILITY: SURFACE MOTION
 AB6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6193+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 AB6193
 AB6193  HISTORY     - Date     Condition        Report By
 AB6193  HISTORY     - 1950     MONUMENTED       CGS
 AB6193  HISTORY     - 19950613 GOOD             NGS
 AB6193
 AB6193                          STATION DESCRIPTION
 AB6193
 AB6193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6193'14.6 KM (9.05 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AB6193'IN UNION, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG COUNTY ROAD 21,
 AB6193'THENCE 0.9 KM (0.55 MI) WESTERLY ALONG AN ABANDONED ROAD BED, 15.9 M
 AB6193'(52.2 FT) SOUTHEAST OF THE ROAD CENTER, 9.4 M (30.8 FT) SOUTHWEST OF
 AB6193'TRIANGULATION STATION TT 4 RDM, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB6193'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AB6193'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DENNIS LEVIN, HCR
 AB6193'75, BOX 244, HEREFORD, SD 5775, TELEPHONE NUMBER (605) 985-5369.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0041 ***********************************************************************
 PT0041  DESIGNATION -  TT 4 S
 PT0041  PID         -  PT0041
 PT0041  STATE/COUNTY-  SD/HUGHES
 PT0041  COUNTRY     -  US
 PT0041  USGS QUAD   -  IRON POST BUTTES SE (2017)
 PT0041
 PT0041                         *CURRENT SURVEY CONTROL
 PT0041  ______________________________________________________________________
 PT0041* NAD 83(1986) POSITION- 44 31 57.16   (N) 100 30 10.54   (W)   HD_HELD1
 PT0041* NAVD 88 ORTHO HEIGHT -   443.502 (meters)     1455.06  (feet) ADJUSTED
 PT0041  ______________________________________________________________________
 PT0041  GEOID HEIGHT    -        -22.886 (meters)                     GEOID18
 PT0041  DYNAMIC HEIGHT  -        443.417 (meters)     1454.78  (feet) COMP
 PT0041  MODELED GRAVITY -    980,413.0   (mgal)                       NAVD 88
 PT0041
 PT0041  VERT ORDER      -  FIRST     CLASS II
 PT0041
 PT0041.The horizontal coordinates were determined by differentially corrected
 PT0041.hand held GPS observations or other comparable positioning techniques
 PT0041.and have an estimated accuracy of +/- 3 meters.
 PT0041
 PT0041.The orthometric height was determined by differential leveling and
 PT0041.adjusted by the NATIONAL GEODETIC SURVEY
 PT0041.in June 1991.
 PT0041
 PT0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0041.GEOID18 height accuracy estimate available here.
 PT0041
 PT0041.Click photographs - Photos may exist for this station.
 PT0041
 PT0041.The dynamic height is computed by dividing the NAVD 88
 PT0041.geopotential number by the normal gravity value computed on the
 PT0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0041.degrees latitude (g = 980.6199 gals.).
 PT0041
 PT0041.The modeled gravity was interpolated from observed gravity values.
 PT0041
 PT0041;                    North         East    Units  Estimated Accuracy
 PT0041;SPC SD S     -   244,342.1     586,519.3     MT  (+/- 3 meters HH1 GPS) 
 PT0041
 PT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8058632122(NAD 83)
 PT0041
 PT0041                          SUPERSEDED SURVEY CONTROL
 PT0041
 PT0041  NGVD 29 (??/??/92)  443.119  (m)         1453.80   (f) ADJ UNCH    1 2
 PT0041
 PT0041.Superseded values are not recommended for survey control.
 PT0041
 PT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0041.See file dsdata.pdf to determine how the superseded data were derived.
 PT0041
 PT0041_MARKER: DD = SURVEY DISK
 PT0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0041_STAMPING: TT 4 S 1945
 PT0041_MARK LOGO: USGS
 PT0041_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0041+STABILITY: SURFACE MOTION
 PT0041
 PT0041  HISTORY     - Date     Condition        Report By
 PT0041  HISTORY     - 1945     MONUMENTED       USGS
 PT0041  HISTORY     - 1949     GOOD             CGS
 PT0041  HISTORY     - 1951     GOOD             CGS
 PT0041
 PT0041                          STATION DESCRIPTION
 PT0041
 PT0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0041'18.6 MI NW FROM PIERRE.
 PT0041'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0041'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD TO THE
 PT0041'GRAY GOOSE DANCE HALL, THENCE 5.0 MILES WEST ALONG A GRAVELED
 PT0041'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.75
 PT0041'MILES WEST ALONG A DIRT ROAD, THENCE 1.45 MILES NORTHWEST ALONG
 PT0041'A DIRT ROAD, 83 FEET SOUTHEAST OF A STEEL BRIDGE, 40 FEET SOUTH
 PT0041'OF THE CENTER LINE OF ROAD, 24 FEET NORTHEAST OF A FENCE CORNER
 PT0041'AND GATE POST, 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PT0041'SMALL WOODEN BRIDGE, 1.7 FEET EAST OF A REFERENCE POST, SET IN
 PT0041'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PT0041
 PT0041                          STATION RECOVERY (1951)
 PT0041
 PT0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1206 ***********************************************************************
 PU1206  DESIGNATION -  TT 42 GB
 PU1206  PID         -  PU1206
 PU1206  STATE/COUNTY-  SD/BUTTE
 PU1206  COUNTRY     -  US
 PU1206  USGS QUAD   -  VALE NE (2017)
 PU1206
 PU1206                         *CURRENT SURVEY CONTROL
 PU1206  ______________________________________________________________________
 PU1206* NAD 83(1986) POSITION- 44 43 08.72   (N) 103 21 52.48   (W)   HD_HELD1
 PU1206* NAVD 88 ORTHO HEIGHT -   867.428 (meters)     2845.89  (feet) ADJUSTED
 PU1206  ______________________________________________________________________
 PU1206  GEOID HEIGHT    -        -16.485 (meters)                     GEOID18
 PU1206  DYNAMIC HEIGHT  -        867.211 (meters)     2845.17  (feet) COMP
 PU1206  MODELED GRAVITY -    980,337.6   (mgal)                       NAVD 88
 PU1206
 PU1206  VERT ORDER      -  SECOND    CLASS 0
 PU1206
 PU1206.The horizontal coordinates were determined by differentially corrected
 PU1206.hand held GPS observations or other comparable positioning techniques
 PU1206.and have an estimated accuracy of +/- 3 meters.
 PU1206
 PU1206.The orthometric height was determined by differential leveling and
 PU1206.adjusted by the NATIONAL GEODETIC SURVEY
 PU1206.in June 1991.
 PU1206
 PU1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1206.GEOID18 height accuracy estimate available here.
 PU1206
 PU1206.Click photographs - Photos may exist for this station.
 PU1206
 PU1206.The dynamic height is computed by dividing the NAVD 88
 PU1206.geopotential number by the normal gravity value computed on the
 PU1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1206.degrees latitude (g = 980.6199 gals.).
 PU1206
 PU1206.The modeled gravity was interpolated from observed gravity values.
 PU1206
 PU1206;                    North         East    Units  Estimated Accuracy
 PU1206;SPC SD N     -   103,965.5     333,509.1     MT  (+/- 3 meters HH1 GPS) 
 PU1206
 PU1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2952453046(NAD 83)
 PU1206
 PU1206                          SUPERSEDED SURVEY CONTROL
 PU1206
 PU1206  NGVD 29 (??/??/92)  866.953  (m)         2844.33   (f) ADJ UNCH    2 0
 PU1206
 PU1206.Superseded values are not recommended for survey control.
 PU1206
 PU1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1206.See file dsdata.pdf to determine how the superseded data were derived.
 PU1206
 PU1206_MARKER: DD = SURVEY DISK
 PU1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1206_STAMPING: TT 42 GB 1950
 PU1206_MARK LOGO: USGS
 PU1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1206+STABILITY: SURFACE MOTION
 PU1206
 PU1206  HISTORY     - Date     Condition        Report By
 PU1206  HISTORY     - 1950     MONUMENTED       USGS
 PU1206  HISTORY     - 1963     GOOD             CGS
 PU1206
 PU1206                          STATION DESCRIPTION
 PU1206
 PU1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1206'3.2 MI E FROM NEWELL.
 PU1206'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1206'AT NEWELL, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, 223 FEET
 PU1206'SOUTH OF THE CENTERLINE OF THE INTERSECTION OF A GRAVELED ROAD,
 PU1206'27 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 1.5
 PU1206'FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 PU1206'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1206'CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0415 ***********************************************************************
 QT0415  DESIGNATION -  TT 48 KW
 QT0415  PID         -  QT0415
 QT0415  STATE/COUNTY-  SD/PERKINS
 QT0415  COUNTRY     -  US
 QT0415  USGS QUAD   -  FAITH NW (2017)
 QT0415
 QT0415                         *CURRENT SURVEY CONTROL
 QT0415  ______________________________________________________________________
 QT0415* NAD 83(1996) POSITION- 45 12 45.50755(N) 102 08 24.38389(W)   ADJUSTED
 QT0415* NAVD 88 ORTHO HEIGHT -   729.86  (+/-2cm)     2394.5   (feet) VERTCON3
 QT0415  ______________________________________________________________________
 QT0415  GEOID HEIGHT    -        -19.058 (meters)                     GEOID18
 QT0415  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC18
 QT0415  HORZ ORDER      -  SECOND
 QT0415  VERT ORDER      -  THIRD ? (See Below)
 QT0415
 QT0415.The horizontal coordinates were established by classical geodetic methods
 QT0415.and adjusted by the National Geodetic Survey in January 1998.
 QT0415
 QT0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0415
 QT0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0415.GEOID18 height accuracy estimate available here.
 QT0415
 QT0415.The vertical order pertains to the NGVD 29 superseded value.
 QT0415
 QT0415.Click photographs - Photos may exist for this station.
 QT0415
 QT0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0415
 QT0415. The following values were computed from the NAD 83(1996) position.
 QT0415
 QT0415;                    North         East     Units Scale Factor Converg.
 QT0415;SPC SD N     -   155,494.689   431,913.824   MT  0.99994307   -1 30 52.7
 QT0415;SPC SD N     -   510,152.16  1,417,037.27   sFT  0.99994307   -1 30 52.7
 QT0415;UTM  13      - 5,010,551.942   724,567.483   MT  1.00022012   +2 01 50.1
 QT0415
 QT0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0415!SPC SD N     -   0.99988857  x   0.99994307  =   0.99983165
 QT0415!UTM  13      -   0.99988857  x   1.00022012  =   1.00010867
 QT0415
 QT0415:                Primary Azimuth Mark                     Grid Az
 QT0415:SPC SD N     -  USTA                                     271 45 15.8
 QT0415:UTM  13      -  USTA                                     268 12 33.0
 QT0415
 QT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2456710551(NAD 83)
 QT0415
 QT0415|---------------------------------------------------------------------|
 QT0415| PID    Reference Object                     Distance      Geod. Az  |
 QT0415|                                                           dddmmss.s |
 QT0415| QT0413 USTA                                APPROX. 1.1 KM 2701423.1 |
 QT0415|---------------------------------------------------------------------|
 QT0415
 QT0415                          SUPERSEDED SURVEY CONTROL
 QT0415
 QT0415  NAD 83(1986)-  45 12 45.49890(N)    102 08 24.38236(W) AD(       ) 2
 QT0415  NAD 27      -  45 12 45.56800(N)    102 08 22.80400(W) AD(       ) 2
 QT0415  NGVD 29             729.43   (m)         2393.1    (f) LEVELING    3  
 QT0415
 QT0415.Superseded values are not recommended for survey control.
 QT0415
 QT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0415.See file dsdata.pdf to determine how the superseded data were derived.
 QT0415
 QT0415_MARKER: DB = BENCH MARK DISK
 QT0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0415_STAMPING: TT 48 KW 1948
 QT0415_MARK LOGO: USGS
 QT0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0415+STABILITY: SURFACE MOTION
 QT0415
 QT0415  HISTORY     - Date     Condition        Report By
 QT0415  HISTORY     - 1948     MONUMENTED       USGS
 QT0415
 QT0415                          STATION DESCRIPTION
 QT0415
 QT0415'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 QT0415'TO REACH THE STATION FROM THE BRIDGE ACROSS THE MOREAU RIVER
 QT0415'MENTIONED ABOVE, GO NORTH ON THE HIGHWAY FOR 1.05 MILES TO A
 QT0415'FARM ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO
 QT0415'STATION USTA.  CONTINUE FOR 0.65 MILE TO TT 48 KW
 QT0415'(USGS) ON THE RIGHT.
 QT0415'
 QT0415'TT 48 KW (USGS) IS ABOUT 500 FEET WEST OF A FARM HOUSE, 50 FEET
 QT0415'SOUTH OF THE FARM ROAD, AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 QT0415'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 QT0415'THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 QT0415'ABOUT 2 INCHES, AND THE DISK IS STAMPED 48 KW 1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1052 ***********************************************************************
 PT1052  DESIGNATION -  TT 5
 PT1052  PID         -  PT1052
 PT1052  STATE/COUNTY-  SD/JONES
 PT1052  COUNTRY     -  US
 PT1052  USGS QUAD   -  WENDTE SE (2017)
 PT1052
 PT1052                         *CURRENT SURVEY CONTROL
 PT1052  ______________________________________________________________________
 PT1052* NAD 83(1996) POSITION- 44 00 31.40962(N) 100 32 46.64113(W)   ADJUSTED
 PT1052* NAVD 88 ORTHO HEIGHT -   671.54  (+/-2cm)     2203.2   (feet) VERTCON3
 PT1052  ______________________________________________________________________
 PT1052  GEOID HEIGHT    -        -24.126 (meters)                     GEOID18
 PT1052  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 PT1052  HORZ ORDER      -  THIRD
 PT1052  VERT ORDER      -  THIRD ? (See Below)
 PT1052
 PT1052.The horizontal coordinates were established by classical geodetic methods
 PT1052.and adjusted by the National Geodetic Survey in January 1998.
 PT1052
 PT1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1052
 PT1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1052.GEOID18 height accuracy estimate available here.
 PT1052
 PT1052.The vertical order pertains to the NGVD 29 superseded value.
 PT1052
 PT1052.Click photographs - Photos may exist for this station.
 PT1052
 PT1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1052
 PT1052. The following values were computed from the NAD 83(1996) position.
 PT1052
 PT1052;                    North         East     Units Scale Factor Converg.
 PT1052;SPC SD S     -   186,146.182   582,923.337   MT  0.99993004   -0 08 48.9
 PT1052;SPC SD S     -   610,714.60  1,912,474.31   sFT  0.99993004   -0 08 48.9
 PT1052;UTM  14      - 4,874,004.134   376,045.261   MT  0.99978897   -1 04 28.0
 PT1052
 PT1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1052!SPC SD S     -   0.99989849  x   0.99993004  =   0.99982854
 PT1052!UTM  14      -   0.99989849  x   0.99978897  =   0.99968748
 PT1052
 PT1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7604574004(NAD 83)
 PT1052
 PT1052                          SUPERSEDED SURVEY CONTROL
 PT1052
 PT1052  NAD 83(1986)-  44 00 31.40524(N)    100 32 46.64383(W) AD(       ) 3
 PT1052  NAD 27      -  44 00 31.45200(N)    100 32 45.16500(W) AD(       ) 3
 PT1052  NGVD 29             671.10   (m)         2201.8    (f) LEVELING    3  
 PT1052
 PT1052.Superseded values are not recommended for survey control.
 PT1052
 PT1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1052.See file dsdata.pdf to determine how the superseded data were derived.
 PT1052
 PT1052_MARKER: DB = BENCH MARK DISK
 PT1052_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT1052_STAMPING: TT 5 WWF 1949
 PT1052_MARK LOGO: USGS
 PT1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1052
 PT1052  HISTORY     - Date     Condition        Report By
 PT1052  HISTORY     - 1949     MONUMENTED       USGS
 PT1052  HISTORY     - 19840505 MARK NOT FOUND   NGS
 PT1052
 PT1052                          STATION DESCRIPTION
 PT1052
 PT1052'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (JCM)
 PT1052'THE STATION IS ABOUT 6 MILES NORTH OF DRAPER ON A ROAD RIGHT-OF-WAY,
 PT1052'31 FEET WEST OF THE CENTER OF A GRADED DIRT ROAD, 3 FEET NORTH
 PT1052'OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.
 PT1052'
 PT1052'IT IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A
 PT1052'6-INCH CYLINDER PROJECTING 6 INCHES.  THE DISK IS STAMPED
 PT1052'5WWF 1949 TT.
 PT1052'
 PT1052'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LAY,
 PT1052'AND THE DISTANCE IS 387.315 METERS (1,270.72 FEET).
 PT1052
 PT1052                          STATION RECOVERY (1984)
 PT1052
 PT1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PT1052'MARK WAS NOT RECOVERED AND APPEARS TO HAVE BEEN DESTROYED BY ROAD
 PT1052'CONTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1565 ***********************************************************************
 PU1565  DESIGNATION -  TT 5 RA
 PU1565  PID         -  PU1565
 PU1565  STATE/COUNTY-  SD/PENNINGTON
 PU1565  COUNTRY     -  US
 PU1565  USGS QUAD   -  BOX ELDER (2017)
 PU1565
 PU1565                         *CURRENT SURVEY CONTROL
 PU1565  ______________________________________________________________________
 PU1565* NAD 83(2011) POSITION- 44 01 52.15307(N) 103 05 29.85268(W)   ADJUSTED
 PU1565* NAD 83(2011) ELLIP HT-   904.902 (meters)        (06/27/12)   ADJUSTED
 PU1565* NAD 83(2011) EPOCH   -  2010.00
 PU1565* NAVD 88 ORTHO HEIGHT -   921.528 (meters)     3023.38  (feet) ADJUSTED
 PU1565  ______________________________________________________________________
 PU1565  GEOID HEIGHT    -        -16.621 (meters)                     GEOID18
 PU1565  NAD 83(2011) X  - -1,040,519.073 (meters)                     COMP
 PU1565  NAD 83(2011) Y  - -4,474,326.633 (meters)                     COMP
 PU1565  NAD 83(2011) Z  -  4,411,209.947 (meters)                     COMP
 PU1565  LAPLACE CORR    -        -11.17  (seconds)                    DEFLEC18
 PU1565  DYNAMIC HEIGHT  -        921.209 (meters)     3022.33  (feet) COMP
 PU1565  MODELED GRAVITY -    980,241.2   (mgal)                       NAVD 88
 PU1565
 PU1565  VERT ORDER      -  FIRST     CLASS II
 PU1565
 PU1565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PU1565  Standards:
 PU1565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PU1565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PU1565  -------------------------------------------------------------------
 PU1565  NETWORK    1.45   1.69           0.66   0.51   0.86      0.04993604
 PU1565  -------------------------------------------------------------------
 PU1565  Click here for local accuracies and other accuracy information.
 PU1565
 PU1565.The horizontal coordinates were established by GPS observations
 PU1565.and adjusted by the National Geodetic Survey in June 2012.
 PU1565
 PU1565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PU1565.been affixed to the stable North American tectonic plate. See 
 PU1565.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PU1565
 PU1565.The horizontal coordinates are valid at the epoch date displayed above
 PU1565.which is a decimal equivalence of Year/Month/Day.
 PU1565
 PU1565.The orthometric height was determined by differential leveling and
 PU1565.adjusted by the NATIONAL GEODETIC SURVEY
 PU1565.in June 1991.
 PU1565
 PU1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1565.GEOID18 height accuracy estimate available here.
 PU1565
 PU1565.Click photographs - Photos may exist for this station.
 PU1565
 PU1565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PU1565
 PU1565.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1565
 PU1565.The ellipsoidal height was determined by GPS observations
 PU1565.and is referenced to NAD 83.
 PU1565
 PU1565.The dynamic height is computed by dividing the NAVD 88
 PU1565.geopotential number by the normal gravity value computed on the
 PU1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1565.degrees latitude (g = 980.6199 gals.).
 PU1565
 PU1565.The modeled gravity was interpolated from observed gravity values.
 PU1565
 PU1565. The following values were computed from the NAD 83(2011) position.
 PU1565
 PU1565;                    North         East     Units Scale Factor Converg.
 PU1565;SPC SD S     -   192,287.327   378,939.162   MT  0.99993279   -1 54 10.1
 PU1565;SPC SD S     -   630,862.67  1,243,236.23   sFT  0.99993279   -1 54 10.1
 PU1565;UTM  13      - 4,877,103.458   652,923.129   MT  0.99988762   +1 19 36.0
 PU1565
 PU1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1565!SPC SD S     -   0.99985813  x   0.99993279  =   0.99979093
 PU1565!UTM  13      -   0.99985813  x   0.99988762  =   0.99974576
 PU1565
 PU1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ5292377103(NAD 83)
 PU1565
 PU1565                          SUPERSEDED SURVEY CONTROL
 PU1565
 PU1565  NAD 83(2007)-  44 01 52.15295(N)    103 05 29.85379(W) AD(2002.00) 0
 PU1565  ELLIP H (02/10/07)  904.930  (m)                       GP(2002.00)    
 PU1565  ELLIP H (04/20/04)  904.921  (m)                       GP(       ) 4 2
 PU1565  NAD 83(1996)-  44 01 52.15237(N)    103 05 29.85380(W) AD(       ) 1
 PU1565  ELLIP H (09/12/00)  904.978  (m)                       GP(       ) 4 1
 PU1565  NAVD 88             921.53   (m)         3023.4    (f) LEVELING    3  
 PU1565  NGVD 29 (??/??/92)  921.053  (m)         3021.82   (f) ADJ UNCH    1 2
 PU1565
 PU1565.Superseded values are not recommended for survey control.
 PU1565
 PU1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1565.See file dsdata.pdf to determine how the superseded data were derived.
 PU1565
 PU1565_MARKER: DD = SURVEY DISK
 PU1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1565_STAMPING: TT 5 RA 1952 3022
 PU1565_MARK LOGO: USGS
 PU1565_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1565+STABILITY: SURFACE MOTION
 PU1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1565+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2010
 PU1565
 PU1565  HISTORY     - Date     Condition        Report By
 PU1565  HISTORY     - 1952     MONUMENTED       USGS
 PU1565  HISTORY     - 1962     GOOD             CGS
 PU1565  HISTORY     - 1985     GOOD             NGS
 PU1565  HISTORY     - 20000330 GOOD             GEOMET
 PU1565  HISTORY     - 20100611 GOOD             WOOLPT
 PU1565
 PU1565                          STATION DESCRIPTION
 PU1565
 PU1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1565'8.1 MI SE FROM RAPID CITY.
 PU1565'ABOUT 8.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1565'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1565'STATION AT RAPID CITY, 10 1/2 RAILS EAST OF TRESTLE NUMBER
 PU1565'W 711, 174 FEET WEST-SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 PU1565'217 FEET WEST-SOUTHWEST OF AND ACROSS DIRT ROAD FROM A LONE
 PU1565'COTTONWOOD TREE, 53 FEET NORTH OF THE CENTER LINE OF A DIRT
 PU1565'ROAD, 44 1/2 FEET SOUTH OF THE SOUTH RAIL, 14 FEET WEST OF A
 PU1565'FENCE CORNER POST, 2 FEET NORTH OF A FENCE, 1.0 FEET SOUTH OF A
 PU1565'METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND
 PU1565'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PU1565
 PU1565                          STATION RECOVERY (1985)
 PU1565
 PU1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1565'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 PU1565'MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID CITY,
 PU1565'THENCE 10.95 KM (6.85 MI) SOUTHEAST ALONG STATE HIGHWAY 44, IN THE
 PU1565'NORTHWEST CORNER OF THE Y JUNCTION OF A DIRT ROAD, 0.25 KM (0.15 MI)
 PU1565'SOUTHEAST OF MILEPOST 53, 47.7 METERS (156.5 FT) SOUTHWEST OF THE
 PU1565'HIGHWAY CENTERLINE, 16.1 METERS (53 FT) NORTH OF THE CENTER OF THE
 PU1565'ROAD, 13.5 METERS (44.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PU1565'CHICAGO, MILWAUKEE, ST. PAUL AND THE PACIFIC RAILROAD, 4.2 METERS (14
 PU1565'FT) NORTHWEST OF A FENCE CORNER AND 0.6 METER (2 FT) NORTHEAST OF A
 PU1565'RAILROAD RIGHT-OF-WAY FENCE.
 PU1565'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PU1565'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PU1565
 PU1565                          STATION RECOVERY (2000)
 PU1565
 PU1565'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 PU1565'RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTIONS.  THE RAILROAD
 PU1565'HAS NOW BEEN REMOVED, THE EMBANKMENT REMAINS.  Y INTERSECTION IS NOW
 PU1565'FULL INTERSECTION.
 PU1565
 PU1565                          STATION RECOVERY (2010)
 PU1565
 PU1565'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (BRC)
 PU1565'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0458 ***********************************************************************
 OT0458  DESIGNATION -  TT 5 WM
 OT0458  PID         -  OT0458
 OT0458  STATE/COUNTY-  SD/FALL RIVER
 OT0458  COUNTRY     -  US
 OT0458  USGS QUAD   -  PHISTER RANCH (2017)
 OT0458
 OT0458                         *CURRENT SURVEY CONTROL
 OT0458  ______________________________________________________________________
 OT0458* NAD 83(1986) POSITION- 43 14 44.47   (N) 103 52 29.83   (W)   HD_HELD1
 OT0458* NAVD 88 ORTHO HEIGHT -  1090.852 (meters)     3578.90  (feet) POSTED
 OT0458  ______________________________________________________________________
 OT0458  GEOID HEIGHT    -        -15.111 (meters)                     GEOID18
 OT0458  DYNAMIC HEIGHT  -       1090.39  (meters)     3577.4   (feet) COMP
 OT0458  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 OT0458
 OT0458  VERT ORDER      -  * POSTED, SEE BELOW
 OT0458
 OT0458.The horizontal coordinates were determined by differentially corrected
 OT0458.hand held GPS observations or other comparable positioning techniques
 OT0458.and have an estimated accuracy of +/- 3 meters.
 OT0458
 OT0458.The orthometric height was determined by differential leveling
 OT0458.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0458
 OT0458.* This is a POSTED BENCH MARK height.
 OT0458
 OT0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0458.GEOID18 height accuracy estimate available here.
 OT0458
 OT0458.Click photographs - Photos may exist for this station.
 OT0458
 OT0458.The dynamic height is computed by dividing the NAVD 88
 OT0458.geopotential number by the normal gravity value computed on the
 OT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0458.degrees latitude (g = 980.6199 gals.).
 OT0458
 OT0458.The modeled gravity was interpolated from observed gravity values.
 OT0458
 OT0458;                    North         East    Units  Estimated Accuracy
 OT0458;SPC SD S     -   107,485.4     312,474.1     MT  (+/- 3 meters HH1 GPS) 
 OT0458
 OT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9133488712(NAD 83)
 OT0458
 OT0458                          SUPERSEDED SURVEY CONTROL
 OT0458
 OT0458  NGVD 29 (??/??/92) 1090.303  (m)         3577.10   (f) ADJ UNCH    1 2
 OT0458
 OT0458.Superseded values are not recommended for survey control.
 OT0458
 OT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0458.See file dsdata.pdf to determine how the superseded data were derived.
 OT0458
 OT0458_MARKER: DD = SURVEY DISK
 OT0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0458_STAMPING: TT 5 WM 1948
 OT0458_MARK LOGO: USGS
 OT0458_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0458+STABILITY: SURFACE MOTION
 OT0458
 OT0458  HISTORY     - Date     Condition        Report By
 OT0458  HISTORY     - 1948     MONUMENTED       USGS
 OT0458  HISTORY     - 1957     GOOD             CGS
 OT0458  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0458
 OT0458                          STATION DESCRIPTION
 OT0458
 OT0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0458'4.6 MI NW FROM PROVO.
 OT0458'ABOUT 4.45 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0458'QUINCY RAILROAD FROM THE STATION AT PROVO, THENCE 0.1 MILE
 OT0458'NORTHWEST ALONG A DIRT ROAD, IN SECTION 21, T. 9 S., R. 2 E.,
 OT0458'648 FEET WEST OF THE WEST RAIL, 120 FEET EAST-NORTHEAST OF THE
 OT0458'NORTHEAST CORNER OF A VACANT HOUSE, 72 FEET SOUTH-SOUTHEAST
 OT0458'OF THE SOUTHEAST CORNER OF A GRAINERY, 45 FEET WEST OF THE
 OT0458'CENTER LINE OF A DIRT ROAD, 7 FEET NORTHWEST OF A FENCE
 OT0458'CORNER POST, 4 1/2 FEET NORTH OF A FENCE, 4 1/2 FEET WEST
 OT0458'OF A FENCE AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0458
 OT0458                          STATION RECOVERY (1985)
 OT0458
 OT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0458'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0382 ***********************************************************************
 PR0382  DESIGNATION -  TT 56
 PR0382  PID         -  PR0382
 PR0382  STATE/COUNTY-  SD/HAMLIN
 PR0382  COUNTRY     -  US
 PR0382  USGS QUAD   -  VIENNA EAST (2017)
 PR0382
 PR0382                         *CURRENT SURVEY CONTROL
 PR0382  ______________________________________________________________________
 PR0382* NAD 83(1986) POSITION- 44 43 46.     (N) 097 27 05.     (W)   SCALED
 PR0382* NAVD 88 ORTHO HEIGHT -   551.747 (meters)     1810.19  (feet) ADJUSTED
 PR0382  ______________________________________________________________________
 PR0382  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 PR0382  DYNAMIC HEIGHT  -        551.660 (meters)     1809.90  (feet) COMP
 PR0382  MODELED GRAVITY -    980,443.0   (mgal)                       NAVD 88
 PR0382
 PR0382  VERT ORDER      -  SECOND    CLASS 0
 PR0382
 PR0382.The horizontal coordinates were scaled from a map and have
 PR0382.an estimated accuracy of +/- 6 seconds.
 PR0382
 PR0382.The orthometric height was determined by differential leveling and
 PR0382.adjusted by the NATIONAL GEODETIC SURVEY
 PR0382.in June 1991.
 PR0382
 PR0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0382.GEOID18 height accuracy estimate available here.
 PR0382
 PR0382.Click photographs - Photos may exist for this station.
 PR0382
 PR0382.The dynamic height is computed by dividing the NAVD 88
 PR0382.geopotential number by the normal gravity value computed on the
 PR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0382.degrees latitude (g = 980.6199 gals.).
 PR0382
 PR0382.The modeled gravity was interpolated from observed gravity values.
 PR0382
 PR0382;                    North         East    Units  Estimated Accuracy
 PR0382;SPC SD N     -   102,760.      801,850.      MT  (+/- 180 meters Scaled)
 PR0382
 PR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ226540(NAD 83)
 PR0382
 PR0382                          SUPERSEDED SURVEY CONTROL
 PR0382
 PR0382  NGVD 29 (??/??/92)  551.46   (m)         1809.2    (f) COMPUTED    2 0
 PR0382
 PR0382.Superseded values are not recommended for survey control.
 PR0382
 PR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0382.See file dsdata.pdf to determine how the superseded data were derived.
 PR0382
 PR0382_MARKER: DB = BENCH MARK DISK
 PR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0382_STAMPING: TT-56 1934
 PR0382_MARK LOGO: USGS
 PR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0382+STABILITY: SURFACE MOTION
 PR0382
 PR0382  HISTORY     - Date     Condition        Report By
 PR0382  HISTORY     - 1934     MONUMENTED       USGS
 PR0382
 PR0382                          STATION DESCRIPTION
 PR0382
 PR0382'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 PR0382'2.8 MI E FROM VIENNA.
 PR0382'2.8 MILES EAST OF CITY SCHOOL ALONG THE GREAT NORTHERN RAILROAD
 PR0382'ABOUT 1000 FEET WEST OF GRADE CROSSING, AT WEST END OF SHORT CUT.
 PR0382'SET IN POST, 21 FEET SOUTH OF CENTERLINE OF TRACK AND 2 FEET
 PR0382'ABOVE TRACK LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0383 ***********************************************************************
 PR0383  DESIGNATION -  TT 56 RESET
 PR0383  PID         -  PR0383
 PR0383  STATE/COUNTY-  SD/HAMLIN
 PR0383  COUNTRY     -  US
 PR0383  USGS QUAD   -  VIENNA EAST (2017)
 PR0383
 PR0383                         *CURRENT SURVEY CONTROL
 PR0383  ______________________________________________________________________
 PR0383* NAD 83(1986) POSITION- 44 43 46.     (N) 097 27 05.     (W)   SCALED
 PR0383* NAVD 88 ORTHO HEIGHT -   551.32  (meters)     1808.8   (feet) RESET
 PR0383  ______________________________________________________________________
 PR0383  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 PR0383  VERT ORDER      -  THIRD
 PR0383
 PR0383.The horizontal coordinates were scaled from a map and have
 PR0383.an estimated accuracy of +/- 6 seconds.
 PR0383
 PR0383.The orthometric height was computed from unverified reset data.
 PR0383
 PR0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0383.GEOID18 height accuracy estimate available here.
 PR0383
 PR0383.Click photographs - Photos may exist for this station.
 PR0383
 PR0383;                    North         East    Units  Estimated Accuracy
 PR0383;SPC SD N     -   102,760.      801,850.      MT  (+/- 180 meters Scaled)
 PR0383
 PR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ226540(NAD 83)
 PR0383
 PR0383                          SUPERSEDED SURVEY CONTROL
 PR0383
 PR0383.No superseded survey control is available for this station.
 PR0383
 PR0383_MARKER: DB = BENCH MARK DISK
 PR0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0383_STAMPING: TT 56 RESET 1936
 PR0383_MARK LOGO: CGS
 PR0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0383+STABILITY: SURFACE MOTION
 PR0383
 PR0383  HISTORY     - Date     Condition        Report By
 PR0383  HISTORY     - 1936     MONUMENTED       CGS
 PR0383  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0383
 PR0383                          STATION DESCRIPTION
 PR0383
 PR0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 PR0383'2.8 MI NE FROM VIENNA.
 PR0383'IN HAMLIN COUNTY, 2.8 MILES NORTHEAST ALONG THE GREAT NORTHERN
 PR0383'RAILWAY FROM THE STATION AT VIENNA, CLARK COUNTY, IN SECTION 32,
 PR0383'T 115 N, R 55 W, WEST OF AN OVERHEAD-CROSSING STRUCTURE, 31 FEET
 PR0383'WEST OF THE CENTER LINE OF THE ROAD, AND 23 FEET SOUTH OF THE
 PR0383'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED TT 56 RESET
 PR0383'1936 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE AREA IS
 PR0383'NOW COVERED BY A RR TRESTLE WITH AN 8-FT DEEP FILL.
 PR0383
 PR0383                          STATION RECOVERY (1973)
 PR0383
 PR0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0272 ***********************************************************************
 OU0272  DESIGNATION -  TT 56 WM
 OU0272  PID         -  OU0272
 OU0272  STATE/COUNTY-  SD/FALL RIVER
 OU0272  COUNTRY     -  US
 OU0272  USGS QUAD   -  TWENTYONE DIVIDE (2017)
 OU0272
 OU0272                         *CURRENT SURVEY CONTROL
 OU0272  ______________________________________________________________________
 OU0272* NAD 83(1986) POSITION- 43 27 49.39   (N) 104 00 09.53   (W)   HD_HELD1
 OU0272* NAVD 88 ORTHO HEIGHT -  1105.757 (meters)     3627.80  (feet) ADJUSTED
 OU0272  ______________________________________________________________________
 OU0272  GEOID HEIGHT    -        -14.697 (meters)                     GEOID18
 OU0272  DYNAMIC HEIGHT  -       1105.301 (meters)     3626.31  (feet) COMP
 OU0272  MODELED GRAVITY -    980,168.4   (mgal)                       NAVD 88
 OU0272
 OU0272  VERT ORDER      -  FIRST     CLASS II
 OU0272
 OU0272.The horizontal coordinates were determined by differentially corrected
 OU0272.hand held GPS observations or other comparable positioning techniques
 OU0272.and have an estimated accuracy of +/- 3 meters.
 OU0272
 OU0272.The orthometric height was determined by differential leveling and
 OU0272.adjusted by the NATIONAL GEODETIC SURVEY
 OU0272.in June 1991.
 OU0272
 OU0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0272.GEOID18 height accuracy estimate available here.
 OU0272
 OU0272.Click photographs - Photos may exist for this station.
 OU0272
 OU0272.The dynamic height is computed by dividing the NAVD 88
 OU0272.geopotential number by the normal gravity value computed on the
 OU0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0272.degrees latitude (g = 980.6199 gals.).
 OU0272
 OU0272.The modeled gravity was interpolated from observed gravity values.
 OU0272
 OU0272;                    North         East    Units  Estimated Accuracy
 OU0272;SPC SD S     -   132,133.2     303,183.6     MT  (+/- 3 meters HH1 GPS) 
 OU0272
 OU0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ8067812795(NAD 83)
 OU0272
 OU0272                          SUPERSEDED SURVEY CONTROL
 OU0272
 OU0272  NGVD 29 (??/??/92) 1105.22   (m)         3626.0    (f) COMPUTED    1 2
 OU0272
 OU0272.Superseded values are not recommended for survey control.
 OU0272
 OU0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0272.See file dsdata.pdf to determine how the superseded data were derived.
 OU0272
 OU0272_MARKER: DD = SURVEY DISK
 OU0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0272_STAMPING: TT 56 WM 1948 3626
 OU0272_MARK LOGO: USGS
 OU0272_PROJECTION: PROJECTING 10 CENTIMETERS
 OU0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0272+STABILITY: SURFACE MOTION
 OU0272
 OU0272  HISTORY     - Date     Condition        Report By
 OU0272  HISTORY     - 1948     MONUMENTED       USGS
 OU0272  HISTORY     - 1957     GOOD             CGS
 OU0272  HISTORY     - 1985     GOOD             NGS
 OU0272
 OU0272                          STATION DESCRIPTION
 OU0272
 OU0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0272'14.6 MI NW FROM EDGEMONT.
 OU0272'ABOUT 14.65 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0272'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, NEAR THE LINE
 OU0272'BETWEEN SECTIONS 4 AND 9, T. 7 S., R. 1 E., 97 FEET NORTHEAST
 OU0272'OF THE NORTHEAST RAIL, 119 FEET EAST OF THE CENTER OF A PRIVATE
 OU0272'ROAD CROSSING, 31 FEET SOUTHWEST OF THE CENTER OF A GRAVEL
 OU0272'ROAD, 23 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 1
 OU0272'FOOT NORTHEAST OF THE FENCE LINE, 1 FOOT NORTHWEST OF A CONCRETE
 OU0272'WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 OU0272'INCHES.
 OU0272
 OU0272                          STATION RECOVERY (1985)
 OU0272
 OU0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0272'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.15 KM
 OU0272'(15.6 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OU0272'BRIDGE OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OU0272'AT A ROAD CROSSING THE BURLINGTON NORTHERN RAILROAD, 9.4 METERS
 OU0272'(31 FT) SOUTHWEST OF THE CENTER OF THE COUNTY ROAD, 29.5 METERS
 OU0272'(97 FT) NORTHEAST OF THE NORTHEAST RAIL AND 17.0 METERS (56 FT)
 OU0272'SOUTHEAST OF THE CENTER OF THE ROAD.
 OU0272'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0272'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1886 ***********************************************************************
 NM1886  DESIGNATION -  TT 57 PB
 NM1886  PID         -  NM1886
 NM1886  STATE/COUNTY-  SD/BON HOMME
 NM1886  COUNTRY     -  US
 NM1886  USGS QUAD   -  TABOR (2017)
 NM1886
 NM1886                         *CURRENT SURVEY CONTROL
 NM1886  ______________________________________________________________________
 NM1886* NAD 83(1996) POSITION- 42 52 33.67295(N) 097 40 29.18386(W)   ADJUSTED
 NM1886* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 NM1886  ______________________________________________________________________
 NM1886  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 NM1886  LAPLACE CORR    -          3.46  (seconds)                    DEFLEC18
 NM1886  HORZ ORDER      -  THIRD
 NM1886
 NM1886.The horizontal coordinates were established by classical geodetic methods
 NM1886.and adjusted by the National Geodetic Survey in January 1998.
 NM1886
 NM1886.The orthometric height was scaled from a topographic map.
 NM1886
 NM1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1886.GEOID18 height accuracy estimate available here.
 NM1886
 NM1886.Click photographs - Photos may exist for this station.
 NM1886
 NM1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1886
 NM1886. The following values were computed from the NAD 83(1996) position.
 NM1886
 NM1886;                    North         East     Units Scale Factor Converg.
 NM1886;SPC SD S     -    63,764.533   817,177.677   MT  0.99999017   +1 50 02.4
 NM1886;SPC SD S     -   209,200.81  2,681,023.76   sFT  0.99999017   +1 50 02.4
 NM1886;UTM  14      - 4,747,898.968   608,234.699   MT  0.99974412   +0 54 06.4
 NM1886
 NM1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1886!SPC SD S     -   0.99992921  x   0.99999017  =   0.99991938
 NM1886!UTM  14      -   0.99992921  x   0.99974412  =   0.99967335
 NM1886
 NM1886:                Primary Azimuth Mark                     Grid Az
 NM1886:SPC SD S     -  BON                                      144 50 41.6
 NM1886:UTM  14      -  BON                                      145 46 37.6
 NM1886
 NM1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0823447898(NAD 83)
 NM1886
 NM1886|---------------------------------------------------------------------|
 NM1886| PID    Reference Object                     Distance      Geod. Az  |
 NM1886|                                                           dddmmss.s |
 NM1886| CO4719 TT 57 PB RM 1                        12.385 METERS 02733     |
 NM1886| NM1885 BON                                 405.455 METERS 1464044.0 |
 NM1886| CO4720 TT 57 PB RM 2                        12.604 METERS 27025     |
 NM1886|---------------------------------------------------------------------|
 NM1886
 NM1886                          SUPERSEDED SURVEY CONTROL
 NM1886
 NM1886  NAD 83(1995)-  42 52 33.67297(N)    097 40 29.18386(W) AD(       ) 3
 NM1886  NAD 83(1986)-  42 52 33.68255(N)    097 40 29.17843(W) AD(       ) 3
 NM1886  NAD 27      -  42 52 33.68500(N)    097 40 27.94500(W) AD(       ) 3
 NM1886
 NM1886.Superseded values are not recommended for survey control.
 NM1886
 NM1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1886.See file dsdata.pdf to determine how the superseded data were derived.
 NM1886
 NM1886_MARKER: DB = BENCH MARK DISK
 NM1886_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 NM1886_STAMPING: TT 57 PB 1946
 NM1886_MARK LOGO: USGS
 NM1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1886
 NM1886  HISTORY     - Date     Condition        Report By
 NM1886  HISTORY     - 1946     MONUMENTED       USGS
 NM1886
 NM1886                          STATION DESCRIPTION
 NM1886
 NM1886'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (MEW)
 NM1886'LOCATED ABOUT 5 MILE SOUTH AND 1 MILE WEST OF THE VILLAGE OF
 NM1886'TABOR ON PROPERTY OWNED BY RUSSIAN VILLAGE.  NEAR THE SUMMIT
 NM1886'OF A SMALL NORTH-SOUTH RIDGE, ABOUT 0.3 MILE NORTHEAST OF TWO
 NM1886'HIGHER KNOLLS AND OVERLOOKS THE MISSOURI RIVER VALLEY TO THE
 NM1886'WEST AND SOUTH.  IT IS ABOUT 7 FEET WEST OF A TRACK ROAD (AN
 NM1886'EXTENSION OF A NORTH-SOUTH SECTION ROAD), 6 FEET WEST OF THE
 NM1886'WEST GATE POST IN THE EAST-WEST FENCE LINE THAT CROSSES THE
 NM1886'RIDGE, ABOUT 1 FOOT NORTH OF THE FENCE LINE AND 3 FEET WEST OF
 NM1886'A WITNESS POST.  THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT
 NM1886'PROJECTS ABOUT 6 INCHES AND MARKED BY A USGS BRONZE DISC
 NM1886'THAT IS STAMPED TT 57 PB 1946.
 NM1886'
 NM1886'REFERENCE MARK NO. 1 IS 40.63 FEET NORTH OF THE STATION, 6
 NM1886'FEET WEST OF A TRACK ROAD AND IN THE OLD FENCE LINE.  THE MARK
 NM1886'PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED TT57PB NO 1 1948.
 NM1886'
 NM1886'REFERENCE MARK NO. 2 IS 41.35 FEET WEST OF THE STATION, ABOUT 1
 NM1886'FOOT NORTH OF THE EAST-WEST FENCE LINE.  THE MARK PROJECTS 6
 NM1886'INCHES AND THE DISC IS STAMPED TT57PB NO 2 1948.
 NM1886'
 NM1886'TRIANGULATION STATION BON WAS USED AS AN AZIMUTH MARK AND IS LOCATED
 NM1886'ABOUT 0.3 MILE SOUTHEAST OF THE STATION, ON THE MOST EASTERLY
 NM1886'AND HIGHEST OF TWO KNOLLS IN THAT DIRECTION.
 NM1886'
 NM1886'STATION WAS REACHED FROM THE RAILROAD CROSSING OF STATE HIGHWAY
 NM1886'50 AT THE EAST EDGE OF THE VILLAGE OF TABOR, BY GOING SOUTH ON
 NM1886'HIGHWAY 50 FOR 2.4 MILE TO A CROSSROADS JUST OFF THE CURVE
 NM1886'IN THE HIGHWAY.  HERE TURN RIGHT OR WEST ON GRAVELED ROAD AND
 NM1886'GO 1.0 MILE TO A CROSSROADS.  TURN LEFT OR SOUTH AND GO 2.85
 NM1886'MILES ON A GRADED ROAD WHICH IS LITTLE USED AT THE SOUTH END, TO
 NM1886'A WIRE GATE.  GO THRU GATE AND CONTINUE ON TRACK ROAD FOR 0.15
 NM1886'MILE TO A WIRE AND BOARD GATE AND THE STATION SITE.
 NM1886'
 NM1886'TO REACH STATION BON PASS THRU THE WIRE AND BOARD GATE AND FOLLOW
 NM1886'TRACK ROAD 0.15 MILE, STAYING ON TOP OF THE RIDGE, TO A GATE.  GO
 NM1886'THRU GATE AND FOLLOW TRACK ROAD, EASTERLY, PASSING TO THE LEFT
 NM1886'OF THE FIRST HIGH KNOLL, TO THE SECOND KNOLL AND THE STATION SITE.
 NM1886'
 NM1886'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0125 ***********************************************************************
 OU0125  DESIGNATION -  TT 57 WM
 OU0125  PID         -  OU0125
 OU0125  STATE/COUNTY-  SD/CUSTER
 OU0125  COUNTRY     -  US
 OU0125  USGS QUAD   -  TWENTYONE DIVIDE (2017)
 OU0125
 OU0125                         *CURRENT SURVEY CONTROL
 OU0125  ______________________________________________________________________
 OU0125* NAD 83(1986) POSITION- 43 29 30.62   (N) 104 00 58.33   (W)   HD_HELD1
 OU0125* NAVD 88 ORTHO HEIGHT -  1120.741 (meters)     3676.96  (feet) POSTED
 OU0125  ______________________________________________________________________
 OU0125  GEOID HEIGHT    -        -14.642 (meters)                     GEOID18
 OU0125  DYNAMIC HEIGHT  -       1120.28  (meters)     3675.5   (feet) COMP
 OU0125  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 OU0125
 OU0125  VERT ORDER      -  * POSTED, SEE BELOW
 OU0125
 OU0125.The horizontal coordinates were determined by differentially corrected
 OU0125.hand held GPS observations or other comparable positioning techniques
 OU0125.and have an estimated accuracy of +/- 3 meters.
 OU0125
 OU0125.The orthometric height was determined by differential leveling
 OU0125.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OU0125
 OU0125.* This is a POSTED BENCH MARK height.
 OU0125
 OU0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0125.GEOID18 height accuracy estimate available here.
 OU0125
 OU0125.Click photographs - Photos may exist for this station.
 OU0125
 OU0125.The dynamic height is computed by dividing the NAVD 88
 OU0125.geopotential number by the normal gravity value computed on the
 OU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0125.degrees latitude (g = 980.6199 gals.).
 OU0125
 OU0125.The modeled gravity was interpolated from observed gravity values.
 OU0125
 OU0125;                    North         East    Units  Estimated Accuracy
 OU0125;SPC SD S     -   135,302.5     302,226.3     MT  (+/- 3 meters HH1 GPS) 
 OU0125
 OU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7954515905(NAD 83)
 OU0125
 OU0125                          SUPERSEDED SURVEY CONTROL
 OU0125
 OU0125  NGVD 29 (??/??/92) 1120.177  (m)         3675.11   (f) ADJ UNCH    1 2
 OU0125
 OU0125.Superseded values are not recommended for survey control.
 OU0125
 OU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0125.See file dsdata.pdf to determine how the superseded data were derived.
 OU0125
 OU0125_MARKER: DD = SURVEY DISK
 OU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0125_STAMPING: TT 57 WM 1948 3675
 OU0125_MARK LOGO: USGS
 OU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0125+STABILITY: SURFACE MOTION
 OU0125
 OU0125  HISTORY     - Date     Condition        Report By
 OU0125  HISTORY     - 1948     MONUMENTED       USGS
 OU0125  HISTORY     - 1957     GOOD             CGS
 OU0125  HISTORY     - 1985     POOR             NGS
 OU0125
 OU0125                          STATION DESCRIPTION
 OU0125
 OU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0125'16.7 MI NW FROM EDGEMONT.
 OU0125'ABOUT 16.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0125'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 32,
 OU0125'T. 6 S., R. 1 E., 175 FEET NORTHEAST OF THE 5TH POLE SOUTHEAST
 OU0125'OF MILEPOST 493, 22.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 32
 OU0125'FEET NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 10 FEET
 OU0125'SOUTHWEST OF A FENCE LINE, 2 FEET NORTH OF A WITNESS POST, ABOUT
 OU0125'LEVEL WITH THE GRAVEL ROAD AND IN THE TOP OF A CONCRETE POST
 OU0125'PROJECTING 7 INCHES.
 OU0125
 OU0125                          STATION RECOVERY (1985)
 OU0125
 OU0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0125'RECOVERED IN POOR CONDITION.  MARK LOOSE IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0008 ***********************************************************************
 OU0008  DESIGNATION -  TT 58 WM
 OU0008  PID         -  OU0008
 OU0008  STATE/COUNTY-  SD/CUSTER
 OU0008  COUNTRY     -  US
 OU0008  USGS QUAD   -  DEWEY (2017)
 OU0008
 OU0008                         *CURRENT SURVEY CONTROL
 OU0008  ______________________________________________________________________
 OU0008* NAD 83(1986) POSITION- 43 31 07.69   (N) 104 02 04.50   (W)   HD_HELD1
 OU0008* NAVD 88 ORTHO HEIGHT -  1125.451 (meters)     3692.42  (feet) ADJUSTED
 OU0008  ______________________________________________________________________
 OU0008  GEOID HEIGHT    -        -14.598 (meters)                     GEOID18
 OU0008  DYNAMIC HEIGHT  -       1124.984 (meters)     3690.89  (feet) COMP
 OU0008  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 OU0008
 OU0008  VERT ORDER      -  FIRST     CLASS II
 OU0008
 OU0008.The horizontal coordinates were determined by differentially corrected
 OU0008.hand held GPS observations or other comparable positioning techniques
 OU0008.and have an estimated accuracy of +/- 3 meters.
 OU0008
 OU0008.The orthometric height was determined by differential leveling and
 OU0008.adjusted by the NATIONAL GEODETIC SURVEY
 OU0008.in June 1991.
 OU0008
 OU0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0008.GEOID18 height accuracy estimate available here.
 OU0008
 OU0008.Click photographs - Photos may exist for this station.
 OU0008
 OU0008.The dynamic height is computed by dividing the NAVD 88
 OU0008.geopotential number by the normal gravity value computed on the
 OU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0008.degrees latitude (g = 980.6199 gals.).
 OU0008
 OU0008.The modeled gravity was interpolated from observed gravity values.
 OU0008
 OU0008;                    North         East    Units  Estimated Accuracy
 OU0008;SPC SD S     -   138,361.1     300,874.6     MT  (+/- 3 meters HH1 GPS) 
 OU0008
 OU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7802418882(NAD 83)
 OU0008
 OU0008                          SUPERSEDED SURVEY CONTROL
 OU0008
 OU0008  NGVD 29 (??/??/92) 1124.876  (m)         3690.53   (f) ADJ UNCH    1 2
 OU0008
 OU0008.Superseded values are not recommended for survey control.
 OU0008
 OU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0008.See file dsdata.pdf to determine how the superseded data were derived.
 OU0008
 OU0008_MARKER: DD = SURVEY DISK
 OU0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0008_STAMPING: TT 58 WM 1948
 OU0008_MARK LOGO: USGS
 OU0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0008+STABILITY: SURFACE MOTION
 OU0008
 OU0008  HISTORY     - Date     Condition        Report By
 OU0008  HISTORY     - 1948     MONUMENTED       USGS
 OU0008  HISTORY     - 1957     GOOD             CGS
 OU0008  HISTORY     - 1985     POOR             NGS
 OU0008
 OU0008                          STATION DESCRIPTION
 OU0008
 OU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0008'18.8 MI NW FROM EDGEMONT.
 OU0008'ABOUT 18.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0008'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 20,
 OU0008'T. 6 S., R. 1 E., 140 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 OU0008'CORNER OF BRIDGE 495.00, 101 FEET NORTHEAST OF THE NORTHEAST
 OU0008'RAIL, 103 FEET SOUTHEAST OF THE SOUTHWEST END OF A 48-INCH
 OU0008'PIPE CULVERT UNDER THE ROAD, 34 FEET SOUTHWEST OF THE CENTER
 OU0008'LINE OF THE ROAD, 2 FEET NORTHEAST OF THE FENCE LINE, 1 1/2 FEET
 OU0008'SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 10 FEET BELOW THE
 OU0008'LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 OU0008'7 INCHES.
 OU0008
 OU0008                          STATION RECOVERY (1985)
 OU0008
 OU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0008'RECOVERED IN POOR CONDITION.  MARK IS VERY LOOSE IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1123 ***********************************************************************
 PT1123  DESIGNATION -  TT 6
 PT1123  PID         -  PT1123
 PT1123  STATE/COUNTY-  SD/STANLEY
 PT1123  COUNTRY     -  US
 PT1123  USGS QUAD   -  HAYES SOUTH (2017)
 PT1123
 PT1123                         *CURRENT SURVEY CONTROL
 PT1123  ______________________________________________________________________
 PT1123* NAD 83(1996) POSITION- 44 15 15.09272(N) 101 00 25.47682(W)   ADJUSTED
 PT1123* NAVD 88 ORTHO HEIGHT -   621.31  (+/-2cm)     2038.4   (feet) VERTCON3
 PT1123  ______________________________________________________________________
 PT1123  GEOID HEIGHT    -        -22.855 (meters)                     GEOID18
 PT1123  LAPLACE CORR    -         -5.82  (seconds)                    DEFLEC18
 PT1123  HORZ ORDER      -  SECOND
 PT1123  VERT ORDER      -  THIRD ? (See Below)
 PT1123
 PT1123.The horizontal coordinates were established by classical geodetic methods
 PT1123.and adjusted by the National Geodetic Survey in January 1998.
 PT1123
 PT1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1123
 PT1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1123.GEOID18 height accuracy estimate available here.
 PT1123
 PT1123.The vertical order pertains to the NGVD 29 superseded value.
 PT1123
 PT1123.Click photographs - Photos may exist for this station.
 PT1123
 PT1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1123
 PT1123. The following values were computed from the NAD 83(1996) position.
 PT1123
 PT1123;                    North         East     Units Scale Factor Converg.
 PT1123;SPC SD S     -   213,616.175   546,195.127   MT  0.99996844   -0 27 53.2
 PT1123;SPC SD S     -   700,839.07  1,791,975.18   sFT  0.99996844   -0 27 53.2
 PT1123;UTM  14      - 4,902,064.898   339,772.092   MT  0.99991574   -1 24 03.3
 PT1123
 PT1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1123!SPC SD S     -   0.99990617  x   0.99996844  =   0.99987461
 PT1123!UTM  14      -   0.99990617  x   0.99991574  =   0.99982192
 PT1123
 PT1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3977202064(NAD 83)
 PT1123
 PT1123                          SUPERSEDED SURVEY CONTROL
 PT1123
 PT1123  NAD 83(1986)-  44 15 15.08648(N)    101 00 25.48062(W) AD(       ) 2
 PT1123  NAD 27      -  44 15 15.14400(N)    101 00 23.97700(W) AD(       ) 2
 PT1123  NGVD 29             620.84   (m)         2036.9    (f) LEVELING    3  
 PT1123
 PT1123.Superseded values are not recommended for survey control.
 PT1123
 PT1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1123.See file dsdata.pdf to determine how the superseded data were derived.
 PT1123
 PT1123_MARKER: DB = BENCH MARK DISK
 PT1123_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PT1123_STAMPING: TT 6 CLB 1949
 PT1123_MARK LOGO: USGS
 PT1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT1123
 PT1123  HISTORY     - Date     Condition        Report By
 PT1123  HISTORY     - 1949     MONUMENTED       USGS
 PT1123
 PT1123                          STATION DESCRIPTION
 PT1123
 PT1123'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (JCM)
 PT1123'THE STATION IS IN SECTION 33, T R N, R 26 E, ABOUT 7 MILES
 PT1123'SOUTH AND 1/2 MILE EAST OF HAYES, 6 MILES EAST OF NORTH OF THE
 PT1123'JONES-STANLEY COUNTY LINE, 22 FEET WEST OF THE CENTER OF A
 PT1123'TRACK ROAD AND 2 FEET EAST OF A WIRE FENCE.
 PT1123'
 PT1123'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION PLUME.
 PT1123'IT IS 295.751 METERS (970.31 FEET) SOUTH OF STATION PLUME.
 PT1123'
 PT1123'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 PT1123'SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER, THAT PROJECTS
 PT1123'3 INCHES AND THE DISK IS STAMPED TT 6 CLB 1949.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0514 ***********************************************************************
 PS0514  DESIGNATION -  TT 6 B
 PS0514  PID         -  PS0514
 PS0514  STATE/COUNTY-  SD/HUGHES
 PS0514  COUNTRY     -  US
 PS0514  USGS QUAD   -  BLUNT (2017)
 PS0514
 PS0514                         *CURRENT SURVEY CONTROL
 PS0514  ______________________________________________________________________
 PS0514* NAD 83(1986) POSITION- 44 30 49.3    (N) 099 59 31.6    (W)   HD_HELD2
 PS0514* NAVD 88 ORTHO HEIGHT -   493.924 (meters)     1620.48  (feet) ADJUSTED
 PS0514  ______________________________________________________________________
 PS0514  GEOID HEIGHT    -        -23.484 (meters)                     GEOID18
 PS0514  DYNAMIC HEIGHT  -        493.832 (meters)     1620.18  (feet) COMP
 PS0514  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 PS0514
 PS0514  VERT ORDER      -  FIRST     CLASS II
 PS0514
 PS0514.The horizontal coordinates were established by autonomous hand held GPS
 PS0514.observations and have an estimated accuracy of +/- 10 meters.
 PS0514
 PS0514.The orthometric height was determined by differential leveling and
 PS0514.adjusted by the NATIONAL GEODETIC SURVEY
 PS0514.in October 1997.
 PS0514
 PS0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0514.GEOID18 height accuracy estimate available here.
 PS0514
 PS0514.Click photographs - Photos may exist for this station.
 PS0514
 PS0514.The dynamic height is computed by dividing the NAVD 88
 PS0514.geopotential number by the normal gravity value computed on the
 PS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0514.degrees latitude (g = 980.6199 gals.).
 PS0514
 PS0514.The modeled gravity was interpolated from observed gravity values.
 PS0514
 PS0514;                    North         East    Units  Estimated Accuracy
 PS0514;SPC SD S     -   242,289.      627,132.      MT  (+/- 10 meters HH2 GPS)
 PS0514
 PS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2114729408(NAD 83)
 PS0514
 PS0514                          SUPERSEDED SURVEY CONTROL
 PS0514
 PS0514  NAVD 88 (06/15/91)  493.954  (m)         1620.58   (f) SUPERSEDED  1 2
 PS0514  NGVD 29 (??/??/92)  493.603  (m)         1619.43   (f) ADJ UNCH    1 2
 PS0514
 PS0514.Superseded values are not recommended for survey control.
 PS0514
 PS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0514.See file dsdata.pdf to determine how the superseded data were derived.
 PS0514
 PS0514_MARKER: DB = BENCH MARK DISK
 PS0514_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PS0514_STAMPING: TT 6 B 1934
 PS0514_MARK LOGO: USGS
 PS0514_PROJECTION: RECESSED 10 CENTIMETERS
 PS0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0514+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 PS0514
 PS0514  HISTORY     - Date     Condition        Report By
 PS0514  HISTORY     - 1934     MONUMENTED       USGS
 PS0514  HISTORY     - 1940     GOOD             CGS
 PS0514  HISTORY     - 19941130 GOOD             NGS
 PS0514  HISTORY     - 20120516 MARK NOT FOUND   INDIV
 PS0514
 PS0514                          STATION DESCRIPTION
 PS0514
 PS0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0514'AT BLUNT.
 PS0514'AT BLUNT, AT CATHOLIC CHURCH, 24.4 FEET NORTH OF THE NORTHEAST
 PS0514'CORNER OF CHURCH, 82.0 FEET SOUTH OF EAST-WEST STREET, 63.0 FEET
 PS0514'WEST OF NORTH-SOUTH STREET, 0.6 FOOT EAST OF WHITE MARKER POST,
 PS0514'FLUSH WITH GROUND.  A STANDARD USGS DISK IN PRE CAST POST.
 PS0514
 PS0514                          STATION RECOVERY (1994)
 PS0514
 PS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0514'IN BLUNT, AT THE INTERSECTION OF BUTTE AND CANFORD STREETS, 23.6 M
 PS0514'(77.4 FT) SOUTH OF THE CENTER OF BUTTE STREET, 18.7 M (61.4 FT) WEST
 PS0514'OF THE CENTER OF CANFORD STREET, 7.4 M (24.3 FT) NORTH-NORTHEAST OF
 PS0514'THE NORTHEAST CORNER OF A CHURCH, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 PS0514'BUTTE STREET, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 PS0514'GROUND SURFACE.
 PS0514
 PS0514                          STATION RECOVERY (2012)
 PS0514
 PS0514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0399 ***********************************************************************
 PS0399  DESIGNATION -  TT 6 D RM 1
 PS0399  PID         -  PS0399
 PS0399  STATE/COUNTY-  SD/BUFFALO
 PS0399  COUNTRY     -  US
 PS0399  USGS QUAD   -  BIG BEND DAM (2017)
 PS0399
 PS0399                         *CURRENT SURVEY CONTROL
 PS0399  ______________________________________________________________________
 PS0399* NAD 83(1986) POSITION- 44 04 38.95   (N) 099 26 17.41   (W)   HD_HELD1
 PS0399* NAVD 88 ORTHO HEIGHT -   443.109 (meters)     1453.77  (feet) ADJUSTED
 PS0399  ______________________________________________________________________
 PS0399  GEOID HEIGHT    -        -24.797 (meters)                     GEOID18
 PS0399  DYNAMIC HEIGHT  -        443.012 (meters)     1453.45  (feet) COMP
 PS0399  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 PS0399
 PS0399  VERT ORDER      -  FIRST     CLASS II
 PS0399
 PS0399.The horizontal coordinates were determined by differentially corrected
 PS0399.hand held GPS observations or other comparable positioning techniques
 PS0399.and have an estimated accuracy of +/- 3 meters.
 PS0399
 PS0399.The orthometric height was determined by differential leveling and
 PS0399.adjusted by the NATIONAL GEODETIC SURVEY
 PS0399.in June 1991.
 PS0399
 PS0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0399.GEOID18 height accuracy estimate available here.
 PS0399
 PS0399.Click photographs - Photos may exist for this station.
 PS0399
 PS0399.The dynamic height is computed by dividing the NAVD 88
 PS0399.geopotential number by the normal gravity value computed on the
 PS0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0399.degrees latitude (g = 980.6199 gals.).
 PS0399
 PS0399.The modeled gravity was interpolated from observed gravity values.
 PS0399
 PS0399;                    North         East    Units  Estimated Accuracy
 PS0399;SPC SD S     -   194,150.4     671,698.4     MT  (+/- 3 meters HH1 GPS) 
 PS0399
 PS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6491580572(NAD 83)
 PS0399
 PS0399                          SUPERSEDED SURVEY CONTROL
 PS0399
 PS0399  NGVD 29 (??/??/92)  442.78   (m)         1452.7    (f) COMPUTED    1 2
 PS0399
 PS0399.Superseded values are not recommended for survey control.
 PS0399
 PS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0399.See file dsdata.pdf to determine how the superseded data were derived.
 PS0399
 PS0399_MARKER: DR = REFERENCE MARK DISK
 PS0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0399_STAMPING: TT 6 D NO 1 1948
 PS0399_MARK LOGO: CGS
 PS0399_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0399+STABILITY: SURFACE MOTION
 PS0399
 PS0399  HISTORY     - Date     Condition        Report By
 PS0399  HISTORY     - 1948     MONUMENTED       CGS
 PS0399  HISTORY     - 1949     GOOD             CGS
 PS0399
 PS0399                          STATION DESCRIPTION
 PS0399
 PS0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0399'1.8 MI NE FROM FORT THOMPSON.
 PS0399'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0399'FORT THOMPSON, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY NO. 47,
 PS0399'AT THE JUNCTION OF STATE HIGHWAY NO. 47 AND STATE HIGHWAY NO. 34
 PS0399'LEADING EAST, IN THE NORTHWEST QUARTER OF THE JUNCTION, 79 FEET
 PS0399'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 59.1 FEET
 PS0399'NORTHEAST OF TT 6 D R.M. 2, 50 FEET WEST OF THE CENTER LINE OF
 PS0399'STATE HIGHWAY NO. 47, 38.6 FEET NORTH OF TRIANGULATION STATION TT
 PS0399'6 D (USGS), 1.8 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 PS0399'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0398 ***********************************************************************
 PS0398  DESIGNATION -  TT 6 D RM 2
 PS0398  PID         -  PS0398
 PS0398  STATE/COUNTY-  SD/BUFFALO
 PS0398  COUNTRY     -  US
 PS0398  USGS QUAD   -  BIG BEND DAM (2017)
 PS0398
 PS0398                         *CURRENT SURVEY CONTROL
 PS0398  ______________________________________________________________________
 PS0398* NAD 83(1986) POSITION- 44 04 38.55   (N) 099 26 17.99   (W)   HD_HELD1
 PS0398* NAVD 88 ORTHO HEIGHT -   443.003 (meters)     1453.42  (feet) ADJUSTED
 PS0398  ______________________________________________________________________
 PS0398  GEOID HEIGHT    -        -24.798 (meters)                     GEOID18
 PS0398  DYNAMIC HEIGHT  -        442.906 (meters)     1453.10  (feet) COMP
 PS0398  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 PS0398
 PS0398  VERT ORDER      -  FIRST     CLASS II
 PS0398
 PS0398.The horizontal coordinates were determined by differentially corrected
 PS0398.hand held GPS observations or other comparable positioning techniques
 PS0398.and have an estimated accuracy of +/- 3 meters.
 PS0398
 PS0398.The orthometric height was determined by differential leveling and
 PS0398.adjusted by the NATIONAL GEODETIC SURVEY
 PS0398.in June 1991.
 PS0398
 PS0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0398.GEOID18 height accuracy estimate available here.
 PS0398
 PS0398.Click photographs - Photos may exist for this station.
 PS0398
 PS0398.The dynamic height is computed by dividing the NAVD 88
 PS0398.geopotential number by the normal gravity value computed on the
 PS0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0398.degrees latitude (g = 980.6199 gals.).
 PS0398
 PS0398.The modeled gravity was interpolated from observed gravity values.
 PS0398
 PS0398;                    North         East    Units  Estimated Accuracy
 PS0398;SPC SD S     -   194,138.0     671,685.6     MT  (+/- 3 meters HH1 GPS) 
 PS0398
 PS0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6490280560(NAD 83)
 PS0398
 PS0398                          SUPERSEDED SURVEY CONTROL
 PS0398
 PS0398  NGVD 29 (??/??/92)  442.67   (m)         1452.3    (f) COMPUTED    1 2
 PS0398
 PS0398.Superseded values are not recommended for survey control.
 PS0398
 PS0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0398.See file dsdata.pdf to determine how the superseded data were derived.
 PS0398
 PS0398_MARKER: DR = REFERENCE MARK DISK
 PS0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0398_STAMPING: TT 6 D NO 2 1948
 PS0398_MARK LOGO: CGS
 PS0398_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0398+STABILITY: SURFACE MOTION
 PS0398
 PS0398  HISTORY     - Date     Condition        Report By
 PS0398  HISTORY     - 1948     MONUMENTED       CGS
 PS0398  HISTORY     - 1949     GOOD             CGS
 PS0398
 PS0398                          STATION DESCRIPTION
 PS0398
 PS0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0398'1.8 MI NE FROM FORT THOMPSON.
 PS0398'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0398'FORT THOMPSON, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY NO. 47,
 PS0398'AT THE JUNCTION OF STATE HIGHWAY NO. 47 AND STATE HIGHWAY NO. 34
 PS0398'LEADING EAST, IN THE NORTHWEST QUARTER OF THE JUNCTION, 94 FEET
 PS0398'WEST OF THE CENTER LINE OF STATE HIGHWAY NO. 47, 59.1 FEET SOUTHWEST
 PS0398'OF TT 6 D R.M. 1, 41.2 FEET WEST OF TRIANGULATION STATION TT 6
 PS0398'D (USGS), 37 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 PS0398'WEST, 13.5 FEET WEST OF TELEPHONE POLE NO. 5, 3 FEET NORTH OF A
 PS0398'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PS0398'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2190 ***********************************************************************
 PU2190  DESIGNATION -  TT 6 WH
 PU2190  PID         -  PU2190
 PU2190  STATE/COUNTY-  SD/PENNINGTON
 PU2190  COUNTRY     -  US
 PU2190  USGS QUAD   -  DALZELL SE (2017)
 PU2190
 PU2190                         *CURRENT SURVEY CONTROL
 PU2190  ______________________________________________________________________
 PU2190* NAD 83(1996) POSITION- 44 15 15.04824(N) 102 19 59.85913(W)   ADJUSTED
 PU2190* NAVD 88 ORTHO HEIGHT -   785.37  (+/-2cm)     2576.7   (feet) VERTCON3
 PU2190  ______________________________________________________________________
 PU2190  GEOID HEIGHT    -        -19.033 (meters)                     GEOID18
 PU2190  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 PU2190  HORZ ORDER      -  THIRD
 PU2190  VERT ORDER      -  THIRD ? (See Below)
 PU2190
 PU2190.The horizontal coordinates were established by classical geodetic methods
 PU2190.and adjusted by the National Geodetic Survey in January 1998.
 PU2190
 PU2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2190
 PU2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2190.GEOID18 height accuracy estimate available here.
 PU2190
 PU2190.The vertical order pertains to the NGVD 29 superseded value.
 PU2190
 PU2190.Click photographs - Photos may exist for this station.
 PU2190
 PU2190.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2190
 PU2190. The following values were computed from the NAD 83(1996) position.
 PU2190
 PU2190;                    North         East     Units Scale Factor Converg.
 PU2190;SPC SD S     -   215,319.470   440,297.629   MT  0.99996844   -1 22 46.8
 PU2190;SPC SD S     -   706,427.29  1,444,543.14   sFT  0.99996844   -1 22 46.8
 PU2190;UTM  13      - 4,903,563.218   712,888.011   MT  1.00015741   +1 51 41.9
 PU2190
 PU2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2190!SPC SD S     -   0.99987985  x   0.99996844  =   0.99984830
 PU2190!UTM  13      -   0.99987985  x   1.00015741  =   1.00003724
 PU2190
 PU2190:                Primary Azimuth Mark                     Grid Az
 PU2190:SPC SD S     -  TT 6 WH AZ MK                            105 01 48.4
 PU2190:UTM  13      -  TT 6 WH AZ MK                            101 47 19.7
 PU2190
 PU2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1288803563(NAD 83)
 PU2190
 PU2190|---------------------------------------------------------------------|
 PU2190| PID    Reference Object                     Distance      Geod. Az  |
 PU2190|                                                           dddmmss.s |
 PU2190| CQ4279 TT 6 WH AZ MK                                      1033901.6 |
 PU2190| CQ4280 TT 6 WH RM 1                         11.993 METERS 20707     |
 PU2190| CQ4281 TT 6 WH RM 2                          9.601 METERS 32531     |
 PU2190|---------------------------------------------------------------------|
 PU2190
 PU2190                          SUPERSEDED SURVEY CONTROL
 PU2190
 PU2190  NAD 83(1993)-  44 15 15.03998(N)    102 19 59.86007(W) AD(       ) 3
 PU2190  NAD 83(1986)-  44 15 15.03993(N)    102 19 59.85953(W) AD(       ) 3
 PU2190  NAD 27      -  44 15 15.09100(N)    102 19 58.29000(W) AD(       ) 3
 PU2190  NGVD 29             784.93   (m)         2575.2    (f) LEVELING    3  
 PU2190
 PU2190.Superseded values are not recommended for survey control.
 PU2190
 PU2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2190.See file dsdata.pdf to determine how the superseded data were derived.
 PU2190
 PU2190_MARKER: DB = BENCH MARK DISK
 PU2190_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2190_STAMPING: TT 6 WH 1950
 PU2190_MARK LOGO: USGS
 PU2190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2190
 PU2190  HISTORY     - Date     Condition        Report By
 PU2190  HISTORY     - 1950     MONUMENTED       USGS
 PU2190
 PU2190                          STATION DESCRIPTION
 PU2190
 PU2190'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2190'THE STATION IS LOCATED ABOUT 7 MILES WEST OF CREIGHTON ON THE
 PU2190'BLUFFS OVERLOOKING THE CHEYENNE RIVER TO THE WEST, 36 FEET SOUTH
 PU2190'OF A FENCE CORNER, 15 FEET WEST OF THE EDGE OF A STEEP BLUFF THAT
 PU2190'HAS A SHELF ROAD ALONG ITS EAST SLOPE, AND 3 FEET EAST OF A
 PU2190'WITNESS POST.
 PU2190'
 PU2190'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN CREIGHTON,
 PU2190'GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE.  THEN LEFT, WEST, ON
 PU2190'A GRADED DIRT ROAD THAT CHANGES TO A TRACK ROAD THROUGH PASTURE
 PU2190'LAND FOR 2.25 MILES TO A CATTLE GUARD AND A WIRE GATE.  CONTINUE
 PU2190'FOR 1.0 MILE TO A FORK.  THEN LEFT FOR 2.05 MILES TO A FORK.
 PU2190'THEN LEFT FOR 0.1 MILE TO A CATTLE GUARD AND A WIRE GATE.
 PU2190'CONTINUE FOR 0.55 MILE TO A RANCH HOUSE.  CONTINUE SOUTHERLY
 PU2190'AND WESTERLY ON THE MAIN TRACK ROAD FOR 1.15 MILE TO A WIRE
 PU2190'GATE.  CONTINUE FOR 1.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 PU2190'AS DESCRIBED.  CONTINUE FOR 0.45 MILE TO A FORK JUST EAST OF A WIRE
 PU2190'GATE.  THEN RIGHT, PASS THROUGH THE GATE THEN BEAR LEFT
 PU2190'FOR ABOUT 75 YARDS TO A FENCE CORNER AND THE STATION AS
 PU2190'DESCRIBED.
 PU2190'
 PU2190'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PU2190'DISK STAMPED TT 6 WH 1950 SET IN THE TOP OF A 6-INCH CONCRETE
 PU2190'CYLINDER THAT PROJECTS 6 INCHES.
 PU2190'
 PU2190'REFERENCE MARK NO. 1 IS 5 FEET WEST OF THE WIRE FENCE.  IT
 PU2190'PROJECTS 5 INCHES, AND THE DISK IS STAMPED TT 6 WH USGS NO 1
 PU2190'1951.
 PU2190'
 PU2190'REFERENCE MARK NO. 2 IS 38 FEET SOUTHWEST OF THE FENCE CORNER.
 PU2190'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED TT 6 WH USGS NO
 PU2190'2 1951.
 PU2190'
 PU2190'THE AZIMUTH MARK IS 0.05 MILE WEST TO THE CREST OF A RIDGE, 75
 PU2190'FEET NORTH OF THE STEEP SLOPE OF A BLUFF, AND 18 FEET SOUTH OF
 PU2190'THE CENTER OF THE TRACK ROAD.  IT PROJECTS 8 INCHES, AND THE
 PU2190'DISK IS STAMPED TT 6 WH USGS 1951.
 PU2190'
 PU2190'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS SET IN
 PU2190'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0422 ***********************************************************************
 QT0422  DESIGNATION -  TT 61 JNF
 QT0422  PID         -  QT0422
 QT0422  STATE/COUNTY-  SD/PERKINS
 QT0422  COUNTRY     -  US
 QT0422  USGS QUAD   -  DEEP CREEK NW (2018)
 QT0422
 QT0422                         *CURRENT SURVEY CONTROL
 QT0422  ______________________________________________________________________
 QT0422* NAD 83(1996) POSITION- 45 08 29.06654(N) 102 24 23.21229(W)   ADJUSTED
 QT0422* NAVD 88 ORTHO HEIGHT -   760.03  (+/-2cm)     2493.5   (feet) VERTCON3
 QT0422  ______________________________________________________________________
 QT0422  GEOID HEIGHT    -        -18.475 (meters)                     GEOID18
 QT0422  LAPLACE CORR    -         -6.01  (seconds)                    DEFLEC18
 QT0422  HORZ ORDER      -  SECOND
 QT0422  VERT ORDER      -  THIRD ? (See Below)
 QT0422
 QT0422.The horizontal coordinates were established by classical geodetic methods
 QT0422.and adjusted by the National Geodetic Survey in January 1998.
 QT0422
 QT0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0422
 QT0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0422.GEOID18 height accuracy estimate available here.
 QT0422
 QT0422.The vertical order pertains to the NGVD 29 superseded value.
 QT0422
 QT0422.Click photographs - Photos may exist for this station.
 QT0422
 QT0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0422
 QT0422. The following values were computed from the NAD 83(1996) position.
 QT0422
 QT0422;                    North         East     Units Scale Factor Converg.
 QT0422;SPC SD N     -   148,169.480   410,765.657   MT  0.99994035   -1 42 11.3
 QT0422;SPC SD N     -   486,119.37  1,347,653.66   sFT  0.99994035   -1 42 11.3
 QT0422;UTM  13      - 5,001,931.661   703,907.907   MT  1.00011127   +1 50 20.7
 QT0422
 QT0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0422!SPC SD N     -   0.99988375  x   0.99994035  =   0.99982411
 QT0422!UTM  13      -   0.99988375  x   1.00011127  =   0.99999501
 QT0422
 QT0422:                Primary Azimuth Mark                     Grid Az
 QT0422:SPC SD N     -  TT 61 JNF AZ MK                          175 10 40.0
 QT0422:UTM  13      -  TT 61 JNF AZ MK                          171 38 08.0
 QT0422
 QT0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0390701931(NAD 83)
 QT0422
 QT0422|---------------------------------------------------------------------|
 QT0422| PID    Reference Object                     Distance      Geod. Az  |
 QT0422|                                                           dddmmss.s |
 QT0422| CQ8884 TT 61 JNF RM 1                        7.897 METERS 00110     |
 QT0422| CQ8885 TT 61 JNF RM 2                        7.876 METERS 09148     |
 QT0422| CQ8883 TT 61 JNF AZ MK                                    1732828.7 |
 QT0422|---------------------------------------------------------------------|
 QT0422
 QT0422                          SUPERSEDED SURVEY CONTROL
 QT0422
 QT0422  NAD 83(1993)-  45 08 29.05782(N)    102 24 23.21037(W) AD(       ) 2
 QT0422  NAD 83(1986)-  45 08 29.05790(N)    102 24 23.21028(W) AD(       ) 2
 QT0422  NAD 27      -  45 08 29.10400(N)    102 24 21.63500(W) AD(       ) 2
 QT0422  NGVD 29             759.60   (m)         2492.1    (f) LEVELING    3  
 QT0422
 QT0422.Superseded values are not recommended for survey control.
 QT0422
 QT0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0422.See file dsdata.pdf to determine how the superseded data were derived.
 QT0422
 QT0422_MARKER: DB = BENCH MARK DISK
 QT0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0422_STAMPING: TT 61 JNF 1948
 QT0422_MARK LOGO: USGS
 QT0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0422+STABILITY: SURFACE MOTION
 QT0422
 QT0422  HISTORY     - Date     Condition        Report By
 QT0422  HISTORY     - 1948     MONUMENTED       USGS
 QT0422
 QT0422                          STATION DESCRIPTION
 QT0422
 QT0422'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (VRS)
 QT0422'THE STATION IS LOCATED ABOUT 19 MILES WEST-NORTHWEST OF
 QT0422'FAITH, IN PASTURE LAND, ON THE SUMMIT OF A LOW HILL, 32 FEET
 QT0422'EAST OF THE CENTER OF A GRADED DIRT ROAD, AND 7 FEET NORTHEAST
 QT0422'OF A WITNESS POST.
 QT0422'
 QT0422'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 QT0422'U.S. HIGHWAY NO. 212 NEAR THE NORTH EDGE OF FAITH, GO WEST
 QT0422'ON NO. 212 FOR 3.1 MILE TO THE JUNCTION WITH STATE HIGHWAY
 QT0422'NO. 73.  CONTINUE WEST ON NO. 212 FOR 9.15 MILE TO A CATTLE
 QT0422'GUARD ON THE LEFT AND A GRADED DIRT ROAD ON THE RIGHT. THEN
 QT0422'RIGHT, NORTHERLY, FOR 5.7 MILES TO A FORK.  THEN LEFT, WESTERLY,
 QT0422'FOR 3.5 MILES TO A BRIDGE.  CROSS BRIDGE, CONTINUE WESTERLY
 QT0422'FOR 1.3 MILES TO A CATTLE GUARD ON THE RIGHT.  THEN RIGHT,
 QT0422'NORTHERLY, FOR 1.0 MILE TO A CATTLE GUARD.  CROSS CATTLE
 QT0422'GUARD, CONTINUE NORTHERLY FOR 0.1 MILE TO THE AZIMUTH MARK
 QT0422'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHERLY FOR 1.0 MILE
 QT0422'TO THE STATION ON THE RIGHT AS DESCRIBED.
 QT0422'
 QT0422'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 QT0422'MARK DISK STAMPED TT 61 JNF 1948 SET IN THE TOP OF A 10-INCH
 QT0422'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 QT0422'
 QT0422'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTER OF THE
 QT0422'GRADED DIRT ROAD.  IT PROJECTS 3 INCHES, AND THE DISK IS
 QT0422'STAMPED TT 61 JNF USGS NO 1 1951.
 QT0422'
 QT0422'REFERENCE MARK NO. 2 IS 59 FEET EAST OF THE CENTER OF THE
 QT0422'ROAD, AND 31 FEET EAST OF THE WITNESS POST.  IT PROJECTS
 QT0422'6 INCHES, AND THE DISK IS STAMPED TT 61 JNF USGS NO 2 1951.
 QT0422'
 QT0422'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF THE GRADED
 QT0422'DIRT ROAD.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QT0422'TT 61 JNF USGS 1951.
 QT0422'
 QT0422'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 QT0422'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0401 ***********************************************************************
 OS0401  DESIGNATION -  TT 64 EV RESET
 OS0401  PID         -  OS0401
 OS0401  STATE/COUNTY-  SD/JACKSON
 OS0401  COUNTRY     -  US
 OS0401  USGS QUAD   -  WETA (2017)
 OS0401
 OS0401                         *CURRENT SURVEY CONTROL
 OS0401  ______________________________________________________________________
 OS0401* NAD 83(1986) POSITION- 43 50 08.     (N) 101 38 31.     (W)   SCALED
 OS0401* NAVD 88 ORTHO HEIGHT -   748.221 (meters)     2454.79  (feet) ADJUSTED
 OS0401  ______________________________________________________________________
 OS0401  GEOID HEIGHT    -        -21.108 (meters)                     GEOID18
 OS0401  DYNAMIC HEIGHT  -        747.984 (meters)     2454.01  (feet) COMP
 OS0401  MODELED GRAVITY -    980,278.8   (mgal)                       NAVD 88
 OS0401
 OS0401  VERT ORDER      -  FIRST     CLASS II
 OS0401
 OS0401.The horizontal coordinates were scaled from a map and have
 OS0401.an estimated accuracy of +/- 6 seconds.
 OS0401
 OS0401.The orthometric height was determined by differential leveling and
 OS0401.adjusted by the NATIONAL GEODETIC SURVEY
 OS0401.in June 1991.
 OS0401
 OS0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0401.GEOID18 height accuracy estimate available here.
 OS0401
 OS0401.Click photographs - Photos may exist for this station.
 OS0401
 OS0401.The dynamic height is computed by dividing the NAVD 88
 OS0401.geopotential number by the normal gravity value computed on the
 OS0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0401.degrees latitude (g = 980.6199 gals.).
 OS0401
 OS0401.The modeled gravity was interpolated from observed gravity values.
 OS0401
 OS0401;                    North         East    Units  Estimated Accuracy
 OS0401;SPC SD S     -   167,710.      494,770.      MT  (+/- 180 meters Scaled)
 OS0401
 OS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP875570(NAD 83)
 OS0401
 OS0401                          SUPERSEDED SURVEY CONTROL
 OS0401
 OS0401.No superseded survey control is available for this station.
 OS0401
 OS0401_MARKER: DB = BENCH MARK DISK
 OS0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0401_STAMPING: TT 64 EV RESET 1966
 OS0401_MARK LOGO: USGS
 OS0401_PROJECTION: FLUSH
 OS0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0401+STABILITY: SURFACE MOTION
 OS0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0401+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0401
 OS0401  HISTORY     - Date     Condition        Report By
 OS0401  HISTORY     - 1966     MONUMENTED       USGS
 OS0401  HISTORY     - 1966     GOOD             CGS
 OS0401  HISTORY     - 1985     GOOD             NGS
 OS0401  HISTORY     - 19910713 GOOD             NGS
 OS0401  HISTORY     - 20130116 GOOD             INDIV
 OS0401
 OS0401                          STATION DESCRIPTION
 OS0401
 OS0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OS0401'7.2 MI W FROM KADOKA.
 OS0401'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0401'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 6.7 MILES
 OS0401'WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73, THENCE
 OS0401'NORTH TO THE NORTH RIGHT-OF-WAY FENCE FOR THE WEST BOUND LANE OF
 OS0401'INTERSTATE HIGHWAY 90, 3 FEET EAST OF A T-FENCE CORNER POST, 2
 OS0401'FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 OS0401'FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OS0401'3 INCHES.
 OS0401
 OS0401                          STATION RECOVERY (1985)
 OS0401
 OS0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0401'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 OS0401'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.45 KM (5.9
 OS0401'MI) WEST ALONG I-90 FROM THE JUNCTION OF STATE HIGHWAY 73 SOUTH AT
 OS0401'KADOKA, 1.55 KM (0.95 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 73
 OS0401'NORTH, 0.4 KM (0.25 MI) EAST OF MILEPOST 144, 29.5 METERS (97 FT)
 OS0401'NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 0.9 METER (3 FT) EAST OF A
 OS0401'FENCE T JUNCTION AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 OS0401'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 OS0401
 OS0401                          STATION RECOVERY (1991)
 OS0401
 OS0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0401'9.5 KM (5.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0401'JUNCTION OF STATE HIGHWAY 73 (EXIT 150) IN KADOKA, 0.4 KM (0.25 MI)
 OS0401'EAST OF MILEPOST 144, 29.6 M (97.1 FT) NORTH OF THE CENTERLINE OF THE
 OS0401'WESTBOUND LANES OF THE HIGHWAY, 2.2 M (7.2 FT) BELOW THE LEVEL OF THE
 OS0401'HIGHWAY, 0.7 M (2.3 FT) EAST OF A T-FENCE CORNER, 0.6 M (2.0 FT) WEST
 OS0401'OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF THE FENCE, AND THE
 OS0401'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OS0401
 OS0401                          STATION RECOVERY (2013)
 OS0401
 OS0401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0455 ***********************************************************************
 OS0455  DESIGNATION -  TT 66
 OS0455  PID         -  OS0455
 OS0455  STATE/COUNTY-  SD/JACKSON
 OS0455  COUNTRY     -  US
 OS0455  USGS QUAD   -  WETA (2017)
 OS0455
 OS0455                         *CURRENT SURVEY CONTROL
 OS0455  ______________________________________________________________________
 OS0455* NAD 83(1986) POSITION- 43 46 41.74   (N) 101 39 40.86   (W)   HD_HELD1
 OS0455* NAVD 88 ORTHO HEIGHT -   711.252 (meters)     2333.50  (feet) ADJUSTED
 OS0455  ______________________________________________________________________
 OS0455  GEOID HEIGHT    -        -21.005 (meters)                     GEOID18
 OS0455  DYNAMIC HEIGHT  -        711.029 (meters)     2332.77  (feet) COMP
 OS0455  MODELED GRAVITY -    980,281.4   (mgal)                       NAVD 88
 OS0455
 OS0455  VERT ORDER      -  FIRST     CLASS II
 OS0455
 OS0455.The horizontal coordinates were determined by differentially corrected
 OS0455.hand held GPS observations or other comparable positioning techniques
 OS0455.and have an estimated accuracy of +/- 3 meters.
 OS0455
 OS0455.The orthometric height was determined by differential leveling and
 OS0455.adjusted by the NATIONAL GEODETIC SURVEY
 OS0455.in June 1991.
 OS0455
 OS0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0455.GEOID18 height accuracy estimate available here.
 OS0455
 OS0455.Click photographs - Photos may exist for this station.
 OS0455
 OS0455.The dynamic height is computed by dividing the NAVD 88
 OS0455.geopotential number by the normal gravity value computed on the
 OS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0455.degrees latitude (g = 980.6199 gals.).
 OS0455
 OS0455.The modeled gravity was interpolated from observed gravity values.
 OS0455
 OS0455;                    North         East    Units  Estimated Accuracy
 OS0455;SPC SD S     -   161,374.1     493,103.0     MT  (+/- 3 meters HH1 GPS) 
 OS0455
 OS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8583250687(NAD 83)
 OS0455
 OS0455                          SUPERSEDED SURVEY CONTROL
 OS0455
 OS0455  NGVD 29 (??/??/92)  710.804  (m)         2332.03   (f) ADJ UNCH    1 2
 OS0455
 OS0455.Superseded values are not recommended for survey control.
 OS0455
 OS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0455.See file dsdata.pdf to determine how the superseded data were derived.
 OS0455
 OS0455_MARKER: DD = SURVEY DISK
 OS0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0455_STAMPING: TT 66 EV 1948 2332
 OS0455_MARK LOGO: USGS
 OS0455_PROJECTION: FLUSH
 OS0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0455+STABILITY: SURFACE MOTION
 OS0455
 OS0455  HISTORY     - Date     Condition        Report By
 OS0455  HISTORY     - 1948     MONUMENTED       USGS
 OS0455  HISTORY     - 1962     GOOD             CGS
 OS0455
 OS0455                          STATION DESCRIPTION
 OS0455
 OS0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0455'9.4 MI SW FROM KADOKA.
 OS0455'ABOUT 8.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0455'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE 0.15 MILE
 OS0455'SOUTH ACROSS PRAIRIE, ON SECTION LINES 13 AND 18, T 3 S, R 20
 OS0455'AND 21, ABOUT 0.6 MILE SOUTHEAST OF AND ACROSS TRACKS BALD HILL,
 OS0455'0.3 MILE EAST-SOUTHEAST OF A TRESTLE, 154 FEET NORTH OF THE
 OS0455'CENTER LINE OF A DIRT ROAD, IN LINE WITH CENTER OF AN ABANDONED
 OS0455'DIRT ROAD LEADING SOUTH, 1.8 FEET NORTH OF A METAL WITNESS POST,
 OS0455'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 OS0455'A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0680 ***********************************************************************
 PS0680  DESIGNATION -  TT 68 LEE
 PS0680  PID         -  PS0680
 PS0680  STATE/COUNTY-  SD/HYDE
 PS0680  COUNTRY     -  US
 PS0680  USGS QUAD   -  RICE LAKE (2017)
 PS0680
 PS0680                         *CURRENT SURVEY CONTROL
 PS0680  ______________________________________________________________________
 PS0680* NAD 83(1996) POSITION- 44 50 15.47130(N) 099 29 26.91943(W)   ADJUSTED
 PS0680* NAVD 88 ORTHO HEIGHT -   567.56  (+/-2cm)     1862.1   (feet) VERTCON3
 PS0680  ______________________________________________________________________
 PS0680  GEOID HEIGHT    -        -22.977 (meters)                     GEOID18
 PS0680  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC18
 PS0680  HORZ ORDER      -  SECOND
 PS0680  VERT ORDER      -  THIRD ? (See Below)
 PS0680
 PS0680.The horizontal coordinates were established by classical geodetic methods
 PS0680.and adjusted by the National Geodetic Survey in January 1998.
 PS0680
 PS0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0680
 PS0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0680.GEOID18 height accuracy estimate available here.
 PS0680
 PS0680.The vertical order pertains to the NGVD 29 superseded value.
 PS0680
 PS0680.Click photographs - Photos may exist for this station.
 PS0680
 PS0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0680
 PS0680. The following values were computed from the NAD 83(1996) position.
 PS0680
 PS0680;                    North         East     Units Scale Factor Converg.
 PS0680;SPC SD N     -   111,726.197   640,258.736   MT  0.99994603   +0 21 37.3
 PS0680;SPC SD N     -   366,555.03  2,100,582.20   sFT  0.99994603   +0 21 37.3
 PS0680;UTM  14      - 4,965,030.667   461,207.487   MT  0.99961850   -0 20 45.9
 PS0680
 PS0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0680!SPC SD N     -   0.99991462  x   0.99994603  =   0.99986066
 PS0680!UTM  14      -   0.99991462  x   0.99961850  =   0.99953316
 PS0680
 PS0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6120765030(NAD 83)
 PS0680
 PS0680                          SUPERSEDED SURVEY CONTROL
 PS0680
 PS0680  NAD 83(1986)-  44 50 15.46769(N)    099 29 26.92777(W) AD(       ) 2
 PS0680  NAD 27      -  44 50 15.53600(N)    099 29 25.51500(W) AD(       ) 2
 PS0680  NGVD 29             567.21   (m)         1860.9    (f) LEVELING    3  
 PS0680
 PS0680.Superseded values are not recommended for survey control.
 PS0680
 PS0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0680.See file dsdata.pdf to determine how the superseded data were derived.
 PS0680
 PS0680_MARKER: DD = SURVEY DISK
 PS0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0680_STAMPING: TT 68 LEE 1948
 PS0680_MARK LOGO: USGS
 PS0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0680+STABILITY: SURFACE MOTION
 PS0680
 PS0680  HISTORY     - Date     Condition        Report By
 PS0680  HISTORY     - 1948     MONUMENTED       USGS
 PS0680
 PS0680                          STATION DESCRIPTION
 PS0680
 PS0680'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JCT)
 PS0680'STATION IS LOCATED ABOUT 21 MILES NORTH OF HIGHMORE IN THE
 PS0680'SOUTHWEST ANGLE OF A DIRT CROSSROADS.  STATION IS 72 FEET
 PS0680'WEST SOUTHWEST OF THE APPROXIMATE CENTER OF INTERSECTION,
 PS0680'32 FEET WEST OF FENCE CORNER AND GATE POST, 30 FEET SOUTH
 PS0680'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 1.5 FEET EAST
 PS0680'NORTHEAST OF WITNESS POST.  THE MARK IS AN 8 X 8 INCH CONCRETE
 PS0680'POST WITH STANDARD DISK WHICH PROJECTS ABOUT 6 INCHES AND
 PS0680'IS STAMPED TT 68 LEE 1948.
 PS0680'
 PS0680'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PS0680'UNION TO STATION AND THE DISTANCE IS 757.149 METERS, 2484.08
 PS0680'FEET, WEST.
 PS0680'
 PS0680'TO REACH FROM THE CROSS STREETS JUST WEST OF THE POST OFFICE
 PS0680'IN HIGHMORE GO NORTH FOR 0.5 MILE TO U.S. HIGHWAY 14.  CONTINUE
 PS0680'NORTH ON MAIN GRAVEL ROAD FOR 21.5 MILES TO CROSS ROADS.
 PS0680'TURN LEFT AND GO WEST ON DIRT ROAD FOR 2.0 MILES TO CROSS
 PS0680'ROADS AND STATION ON LEFT IN SOUTHWEST ANGLE OF CROSS ROADS
 PS0680'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0672 ***********************************************************************
 PS0672  DESIGNATION -  TT 7 C
 PS0672  PID         -  PS0672
 PS0672  STATE/COUNTY-  SD/HAND
 PS0672  COUNTRY     -  US
 PS0672  USGS QUAD   -  REE HEIGHTS NW (2017)
 PS0672
 PS0672                         *CURRENT SURVEY CONTROL
 PS0672  ______________________________________________________________________
 PS0672* NAD 83(1996) POSITION- 44 40 47.04239(N) 099 13 56.13951(W)   ADJUSTED
 PS0672* NAVD 88 ORTHO HEIGHT -   498.26  (+/-2cm)     1634.7   (feet) VERTCON3
 PS0672  ______________________________________________________________________
 PS0672  GEOID HEIGHT    -        -23.837 (meters)                     GEOID18
 PS0672  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 PS0672  HORZ ORDER      -  SECOND
 PS0672  VERT ORDER      -  THIRD ? (See Below)
 PS0672
 PS0672.The horizontal coordinates were established by classical geodetic methods
 PS0672.and adjusted by the National Geodetic Survey in January 1998.
 PS0672
 PS0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0672
 PS0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0672.GEOID18 height accuracy estimate available here.
 PS0672
 PS0672.The vertical order pertains to the NGVD 29 superseded value.
 PS0672
 PS0672.Click photographs - Photos may exist for this station.
 PS0672
 PS0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0672
 PS0672. The following values were computed from the NAD 83(1996) position.
 PS0672
 PS0672;                    North         East     Units Scale Factor Converg.
 PS0672;SPC SD N     -    94,342.417   660,866.721   MT  0.99996001   +0 32 36.1
 PS0672;SPC SD N     -   309,521.75  2,168,193.57   sFT  0.99996001   +0 32 36.1
 PS0672;UTM  14      - 4,947,400.142   481,592.590   MT  0.99960417   -0 09 47.9
 PS0672
 PS0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0672!SPC SD N     -   0.99992562  x   0.99996001  =   0.99988563
 PS0672!UTM  14      -   0.99992562  x   0.99960417  =   0.99952982
 PS0672
 PS0672:                Primary Azimuth Mark                     Grid Az
 PS0672:SPC SD N     -  TT 7 C AZ MK                             177 09 47.6
 PS0672:UTM  14      -  TT 7 C AZ MK                             177 52 11.6
 PS0672
 PS0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ8159247400(NAD 83)
 PS0672
 PS0672|---------------------------------------------------------------------|
 PS0672| PID    Reference Object                     Distance      Geod. Az  |
 PS0672|                                                           dddmmss.s |
 PS0672| CO6295 TT 7 C RM 1                          25.515 METERS 00017     |
 PS0672| CO6296 TT 7 C RM 2                          22.245 METERS 09003     |
 PS0672| CO6294 TT 7 C AZ MK                                       1774223.7 |
 PS0672|---------------------------------------------------------------------|
 PS0672
 PS0672                          SUPERSEDED SURVEY CONTROL
 PS0672
 PS0672  NAD 83(1986)-  44 40 47.03985(N)    099 13 56.14663(W) AD(       ) 2
 PS0672  NAD 27      -  44 40 47.10700(N)    099 13 54.75800(W) AD(       ) 2
 PS0672  NGVD 29             497.93   (m)         1633.6    (f) LEVELING    3  
 PS0672
 PS0672.Superseded values are not recommended for survey control.
 PS0672
 PS0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0672.See file dsdata.pdf to determine how the superseded data were derived.
 PS0672
 PS0672_MARKER: DD = SURVEY DISK
 PS0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0672_STAMPING: TT 7 C 1948
 PS0672_MARK LOGO: USGS
 PS0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0672+STABILITY: SURFACE MOTION
 PS0672
 PS0672  HISTORY     - Date     Condition        Report By
 PS0672  HISTORY     - 1948     MONUMENTED       USGS
 PS0672  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 PS0672
 PS0672                          STATION DESCRIPTION
 PS0672
 PS0672'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (JCT)
 PS0672'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF REE HEIGHTS,
 PS0672'ALONG THE WEST SIDE OF A GRAVELED ROAD AND ABOUT 500 FEET
 PS0672'NORTH OF CROSSROADS.  IT IS A STANDARD USGS BENCH MARK SET
 PS0672'IN AN 8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 PS0672'AND THE DISK IS STAMPED TT 7 C 1948.
 PS0672'
 PS0672'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE CENTERLINE OF
 PS0672'THE ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 PS0672'PROJECTS 2 INCHES AND THE DISK IS STAMPED TT 7 C USGS
 PS0672'NO 1 1951.
 PS0672'
 PS0672'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE CENTERLINE OF THE
 PS0672'ROAD AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 PS0672'PROJECTS 2 INCHES AND THE DISK IS STAMPED TT 7 C USGS NO 2 1951.
 PS0672'
 PS0672'AZIMUTH MARK IS 33 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PS0672'2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 PS0672'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PS0672'TT 7 C USGS 1951.
 PS0672'
 PS0672'TO REACH FROM THE POST OFFICE IN REE HEIGHTS, GO NORTH 0.9
 PS0672'MILE TO HIGHWAY 14, TURN LEFT (WEST) ON HIGHWAY 14 0.2 MILE
 PS0672'TO CROSSROADS, TURN RIGHT (NORTH) ON GRAVELED ROAD 4.5 MILES
 PS0672'TO WHERE MAIN ROAD TURNS LEFT, TURN LEFT (WEST) 1.0 MILE,
 PS0672'TURN RIGHT (NORTH) ON MAIN GRAVELED ROAD FOR 5.7 MILES TO
 PS0672'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH 0.2 MILE TO
 PS0672'CROSSROADS AND THE STATION ABOUT 500 FEET TO THE NORTH ON
 PS0672'THE WEST SIDE OF THE ROAD.
 PS0672'
 PS0672'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 PS0672
 PS0672                          STATION RECOVERY (2012)
 PS0672
 PS0672'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 PS0672'AFTER A SEARCH OF THE INDICATED AREA, THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0392 ***********************************************************************
 PS0392  DESIGNATION -  TT 7 D
 PS0392  PID         -  PS0392
 PS0392  STATE/COUNTY-  SD/BUFFALO
 PS0392  COUNTRY     -  US
 PS0392  USGS QUAD   -  BIG BEND DAM (2017)
 PS0392
 PS0392                         *CURRENT SURVEY CONTROL
 PS0392  ______________________________________________________________________
 PS0392* NAD 83(1986) POSITION- 44 04 37.49   (N) 099 29 17.50   (W)   HD_HELD1
 PS0392* NAVD 88 ORTHO HEIGHT -   447.108 (meters)     1466.89  (feet) ADJUSTED
 PS0392  ______________________________________________________________________
 PS0392  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 PS0392  DYNAMIC HEIGHT  -        447.008 (meters)     1466.56  (feet) COMP
 PS0392  MODELED GRAVITY -    980,381.2   (mgal)                       NAVD 88
 PS0392
 PS0392  VERT ORDER      -  FIRST     CLASS II
 PS0392
 PS0392.The horizontal coordinates were determined by differentially corrected
 PS0392.hand held GPS observations or other comparable positioning techniques
 PS0392.and have an estimated accuracy of +/- 3 meters.
 PS0392
 PS0392.The orthometric height was determined by differential leveling and
 PS0392.adjusted by the NATIONAL GEODETIC SURVEY
 PS0392.in June 1991.
 PS0392
 PS0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0392.GEOID18 height accuracy estimate available here.
 PS0392
 PS0392.Click photographs - Photos may exist for this station.
 PS0392
 PS0392.The dynamic height is computed by dividing the NAVD 88
 PS0392.geopotential number by the normal gravity value computed on the
 PS0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0392.degrees latitude (g = 980.6199 gals.).
 PS0392
 PS0392.The modeled gravity was interpolated from observed gravity values.
 PS0392
 PS0392;                    North         East    Units  Estimated Accuracy
 PS0392;SPC SD S     -   194,063.4     667,692.2     MT  (+/- 3 meters HH1 GPS) 
 PS0392
 PS0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6091080549(NAD 83)
 PS0392
 PS0392                          SUPERSEDED SURVEY CONTROL
 PS0392
 PS0392  NGVD 29 (??/??/92)  446.78   (m)         1465.8    (f) COMPUTED    1 2
 PS0392
 PS0392.Superseded values are not recommended for survey control.
 PS0392
 PS0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0392.See file dsdata.pdf to determine how the superseded data were derived.
 PS0392
 PS0392_MARKER: DB = BENCH MARK DISK
 PS0392_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PS0392_STAMPING: TT 7 D 1946
 PS0392_MARK LOGO: USGS
 PS0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0392
 PS0392  HISTORY     - Date     Condition        Report By
 PS0392  HISTORY     - 1946     MONUMENTED       USGS
 PS0392  HISTORY     - 1949     GOOD             CGS
 PS0392
 PS0392                          STATION DESCRIPTION
 PS0392
 PS0392'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 PS0392'4 MI NW FROM FORT THOMPSON.
 PS0392'1.5 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM FORT THOMPSON,
 PS0392'THENCE 2.5 MILES NORTH ALONG A GRAVELED COUNTY ROAD TO THE SITE
 PS0392'OF THE MARK.  THE MARK IS SET NEAR A ROAD JUNCTION.  31 FEET
 PS0392'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 30 FEET WEST OF THE
 PS0392'EXTENDED CENTER LINE OF THE SIDE ROAD, 3 FEET EAST OF A WHITE
 PS0392'4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 PS0392'POST.
 PS0392
 PS0392                          STATION RECOVERY (1949)
 PS0392
 PS0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0816 ***********************************************************************
 QS0816  DESIGNATION -  TT 7 F
 QS0816  PID         -  QS0816
 QS0816  STATE/COUNTY-  SD/CORSON
 QS0816  COUNTRY     -  US
 QS0816  USGS QUAD   -  WAKPALA SE (2017)
 QS0816
 QS0816                         *CURRENT SURVEY CONTROL
 QS0816  ______________________________________________________________________
 QS0816* NAD 83(1996) POSITION- 45 35 42.11055(N) 100 36 28.47738(W)   ADJUSTED
 QS0816* NAVD 88 ORTHO HEIGHT -   547.32  (+/-2cm)     1795.7   (feet) VERTCON3
 QS0816  ______________________________________________________________________
 QS0816  GEOID HEIGHT    -        -21.533 (meters)                     GEOID18
 QS0816  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 QS0816  HORZ ORDER      -  SECOND
 QS0816  VERT ORDER      -  THIRD ? (See Below)
 QS0816
 QS0816.The horizontal coordinates were established by classical geodetic methods
 QS0816.and adjusted by the National Geodetic Survey in January 1998.
 QS0816
 QS0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0816
 QS0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0816.GEOID18 height accuracy estimate available here.
 QS0816
 QS0816.The vertical order pertains to the NGVD 29 superseded value.
 QS0816
 QS0816.Click photographs - Photos may exist for this station.
 QS0816
 QS0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0816
 QS0816. The following values were computed from the NAD 83(1996) position.
 QS0816
 QS0816;                    North         East     Units Scale Factor Converg.
 QS0816;SPC SD N     -   195,947.900   552,568.093   MT  0.99998415   -0 25 48.9
 QS0816;SPC SD N     -   642,872.40  1,812,883.82   sFT  0.99998415   -0 25 48.9
 QS0816;UTM  14      - 5,050,311.542   374,590.921   MT  0.99979336   -1 08 55.9
 QS0816
 QS0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0816!SPC SD N     -   0.99991758  x   0.99998415  =   0.99990173
 QS0816!UTM  14      -   0.99991758  x   0.99979336  =   0.99971095
 QS0816
 QS0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7459050311(NAD 83)
 QS0816
 QS0816                          SUPERSEDED SURVEY CONTROL
 QS0816
 QS0816  NAD 83(1986)-  45 35 42.10141(N)    100 36 28.47476(W) AD(       ) 2
 QS0816  NAD 27      -  45 35 42.12000(N)    100 36 26.96800(W) AD(       ) 2
 QS0816  NGVD 29             546.95   (m)         1794.5    (f) LEVELING    3  
 QS0816
 QS0816.Superseded values are not recommended for survey control.
 QS0816
 QS0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0816.See file dsdata.pdf to determine how the superseded data were derived.
 QS0816
 QS0816_MARKER: DB = BENCH MARK DISK
 QS0816_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0816_STAMPING: TT 7 F 1946 1794
 QS0816_MARK LOGO: USGS
 QS0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0816
 QS0816  HISTORY     - Date     Condition        Report By
 QS0816  HISTORY     - 1946     MONUMENTED       USGS
 QS0816
 QS0816                          STATION DESCRIPTION
 QS0816
 QS0816'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 QS0816'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-NORTHWEST OF
 QS0816'MOBRIDGE, 49 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 12,
 QS0816'4 FEET SOUTH OF THE SOUTHEAST GATE POST OF A WIRE GATE, AND 3
 QS0816'FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.  IT IS A U.S.
 QS0816'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 7 F 1946 ELEV. 1794
 QS0816'SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST THAT PROJECTS
 QS0816'2 INCHES.
 QS0816'
 QS0816'IT IS LOCATED AS THE RESULT OF A SECOND ORDER TRAVERSE FROM
 QS0816'TRIANGULATION STATION WAKPALA AND THE DISTANCE WAS FOUND TO BE
 QS0816'331.883 METERS (1088.85 FEET).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0680 ***********************************************************************
 PU0680  DESIGNATION -  TT 7 GB
 PU0680  PID         -  PU0680
 PU0680  STATE/COUNTY-  SD/MEADE
 PU0680  COUNTRY     -  US
 PU0680  USGS QUAD   -  HAYDRAW (2017)
 PU0680
 PU0680                         *CURRENT SURVEY CONTROL
 PU0680  ______________________________________________________________________
 PU0680* NAD 83(1986) POSITION- 44 24 31.81   (N) 102 43 45.43   (W)   HD_HELD1
 PU0680* NAVD 88 ORTHO HEIGHT -   793.021 (meters)     2601.77  (feet) ADJUSTED
 PU0680  ______________________________________________________________________
 PU0680  GEOID HEIGHT    -        -18.080 (meters)                     GEOID18
 PU0680  DYNAMIC HEIGHT  -        792.807 (meters)     2601.07  (feet) COMP
 PU0680  MODELED GRAVITY -    980,322.4   (mgal)                       NAVD 88
 PU0680
 PU0680  VERT ORDER      -  SECOND    CLASS 0
 PU0680
 PU0680.The horizontal coordinates were determined by differentially corrected
 PU0680.hand held GPS observations or other comparable positioning techniques
 PU0680.and have an estimated accuracy of +/- 3 meters.
 PU0680
 PU0680.The orthometric height was determined by differential leveling and
 PU0680.adjusted by the NATIONAL GEODETIC SURVEY
 PU0680.in June 1991.
 PU0680
 PU0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0680.GEOID18 height accuracy estimate available here.
 PU0680
 PU0680.Click photographs - Photos may exist for this station.
 PU0680
 PU0680.The dynamic height is computed by dividing the NAVD 88
 PU0680.geopotential number by the normal gravity value computed on the
 PU0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0680.degrees latitude (g = 980.6199 gals.).
 PU0680
 PU0680.The modeled gravity was interpolated from observed gravity values.
 PU0680
 PU0680;                    North         East    Units  Estimated Accuracy
 PU0680;SPC SD N     -    67,615.7     382,644.0     MT  (+/- 3 meters HH1 GPS) 
 PU0680
 PU0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8079819790(NAD 83)
 PU0680
 PU0680                          SUPERSEDED SURVEY CONTROL
 PU0680
 PU0680  NGVD 29 (??/??/92)  792.554  (m)         2600.24   (f) ADJ UNCH    2 0
 PU0680
 PU0680.Superseded values are not recommended for survey control.
 PU0680
 PU0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0680.See file dsdata.pdf to determine how the superseded data were derived.
 PU0680
 PU0680_MARKER: DB = BENCH MARK DISK
 PU0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0680_STAMPING: TT 7 GB 1950 2601
 PU0680_MARK LOGO: USGS
 PU0680_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0680+STABILITY: SURFACE MOTION
 PU0680
 PU0680  HISTORY     - Date     Condition        Report By
 PU0680  HISTORY     - 1950     MONUMENTED       USGS
 PU0680  HISTORY     - 1962     GOOD             CGS
 PU0680
 PU0680                          STATION DESCRIPTION
 PU0680
 PU0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0680'10.4 MI E FROM HEREFORD.
 PU0680'2.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0680'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 7.4 MILES
 PU0680'EAST ALONG A GRAVEL ROAD, 0.2 MILE NORTH OF THE SUMMIT OF A
 PU0680'GRADE, ON THE OUTSIDE OF A CURVE, ABOUT 114 YARDS NORTHWEST OF
 PU0680'THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, ABOUT 17
 PU0680'FEET ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0680'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1554 ***********************************************************************
 PU1554  DESIGNATION -  TT 7 RA
 PU1554  PID         -  PU1554
 PU1554  STATE/COUNTY-  SD/PENNINGTON
 PU1554  COUNTRY     -  US
 PU1554  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1554
 PU1554                         *CURRENT SURVEY CONTROL
 PU1554  ______________________________________________________________________
 PU1554* NAD 83(1986) POSITION- 44 00 43.15   (N) 103 07 53.15   (W)   HD_HELD1
 PU1554* NAVD 88 ORTHO HEIGHT -   976.601 (meters)     3204.07  (feet) ADJUSTED
 PU1554  ______________________________________________________________________
 PU1554  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 PU1554  DYNAMIC HEIGHT  -        976.258 (meters)     3202.94  (feet) COMP
 PU1554  MODELED GRAVITY -    980,233.9   (mgal)                       NAVD 88
 PU1554
 PU1554  VERT ORDER      -  FIRST     CLASS II
 PU1554
 PU1554.The horizontal coordinates were determined by differentially corrected
 PU1554.hand held GPS observations or other comparable positioning techniques
 PU1554.and have an estimated accuracy of +/- 3 meters.
 PU1554
 PU1554.The orthometric height was determined by differential leveling and
 PU1554.adjusted by the NATIONAL GEODETIC SURVEY
 PU1554.in June 1991.
 PU1554
 PU1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1554.GEOID18 height accuracy estimate available here.
 PU1554
 PU1554.Click photographs - Photos may exist for this station.
 PU1554
 PU1554.The dynamic height is computed by dividing the NAVD 88
 PU1554.geopotential number by the normal gravity value computed on the
 PU1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1554.degrees latitude (g = 980.6199 gals.).
 PU1554
 PU1554.The modeled gravity was interpolated from observed gravity values.
 PU1554
 PU1554;                    North         East    Units  Estimated Accuracy
 PU1554;SPC SD S     -   190,265.6     375,678.5     MT  (+/- 3 meters HH1 GPS) 
 PU1554
 PU1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4978174901(NAD 83)
 PU1554
 PU1554                          SUPERSEDED SURVEY CONTROL
 PU1554
 PU1554  NGVD 29 (??/??/92)  976.117  (m)         3202.48   (f) ADJ UNCH    1 2
 PU1554
 PU1554.Superseded values are not recommended for survey control.
 PU1554
 PU1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1554.See file dsdata.pdf to determine how the superseded data were derived.
 PU1554
 PU1554_MARKER: DB = BENCH MARK DISK
 PU1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1554_STAMPING: 1952 3202 TT 7 RA
 PU1554_MARK LOGO: USGS
 PU1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1554+STABILITY: SURFACE MOTION
 PU1554
 PU1554  HISTORY     - Date     Condition        Report By
 PU1554  HISTORY     - 1952     MONUMENTED       USGS
 PU1554  HISTORY     - 1962     GOOD             CGS
 PU1554  HISTORY     - 20070913 GOOD             GEOCAC
 PU1554
 PU1554                          STATION DESCRIPTION
 PU1554
 PU1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1554'8.4 MI SE FROM RAPID CITY.
 PU1554'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1554'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1554'STATION AT RAPID CITY, THENCE 2.6 MILES SOUTH ALONG A GRAVELED
 PU1554'ROAD, IN SECTION 27, T 1 N, R 8 E, 200 FEET SOUTH OF A JOG IN THE
 PU1554'ROAD ON THE CREST OF A HILL, 0.1 MILE NORTH OF A LARGE ABANDONED
 PU1554'BARN AND WOODEN SILO, 160 FEET SOUTH OF THE SOUTH EDGE OF AN
 PU1554'OLD CONCRETE FOUNDATION OF A SCHOOLHOUSE, 78 FEET SOUTH OF A
 PU1554'FENCE CORNER POST, 35 1/2 FEET WEST OF THE CENTER LINE OF THE
 PU1554'ROAD, 8-INCHES EAST OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS
 PU1554'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 PU1554'TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 PU1554
 PU1554                          STATION RECOVERY (2007)
 PU1554
 PU1554'RECOVERY NOTE BY GEOCACHING 2007
 PU1554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0394 ***********************************************************************
 PS0394  DESIGNATION -  TT 8 D
 PS0394  PID         -  PS0394
 PS0394  STATE/COUNTY-  SD/BUFFALO
 PS0394  COUNTRY     -  US
 PS0394  USGS QUAD   -  BIG BEND DAM (2017)
 PS0394
 PS0394                         *CURRENT SURVEY CONTROL
 PS0394  ______________________________________________________________________
 PS0394* NAD 83(1986) POSITION- 44 06 17.13   (N) 099 29 19.28   (W)   HD_HELD1
 PS0394* NAVD 88 ORTHO HEIGHT -   449.639 (meters)     1475.19  (feet) ADJUSTED
 PS0394  ______________________________________________________________________
 PS0394  GEOID HEIGHT    -        -24.665 (meters)                     GEOID18
 PS0394  DYNAMIC HEIGHT  -        449.540 (meters)     1474.87  (feet) COMP
 PS0394  MODELED GRAVITY -    980,385.2   (mgal)                       NAVD 88
 PS0394
 PS0394  VERT ORDER      -  FIRST     CLASS II
 PS0394
 PS0394.The horizontal coordinates were determined by differentially corrected
 PS0394.hand held GPS observations or other comparable positioning techniques
 PS0394.and have an estimated accuracy of +/- 3 meters.
 PS0394
 PS0394.The orthometric height was determined by differential leveling and
 PS0394.adjusted by the NATIONAL GEODETIC SURVEY
 PS0394.in June 1991.
 PS0394
 PS0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0394.GEOID18 height accuracy estimate available here.
 PS0394
 PS0394.Click photographs - Photos may exist for this station.
 PS0394
 PS0394.The dynamic height is computed by dividing the NAVD 88
 PS0394.geopotential number by the normal gravity value computed on the
 PS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0394.degrees latitude (g = 980.6199 gals.).
 PS0394
 PS0394.The modeled gravity was interpolated from observed gravity values.
 PS0394
 PS0394;                    North         East    Units  Estimated Accuracy
 PS0394;SPC SD S     -   197,138.1     667,621.4     MT  (+/- 3 meters HH1 GPS) 
 PS0394
 PS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6088883624(NAD 83)
 PS0394
 PS0394                          SUPERSEDED SURVEY CONTROL
 PS0394
 PS0394  NGVD 29 (??/??/92)  449.31   (m)         1474.1    (f) COMPUTED    1 2
 PS0394
 PS0394.Superseded values are not recommended for survey control.
 PS0394
 PS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0394.See file dsdata.pdf to determine how the superseded data were derived.
 PS0394
 PS0394_MARKER: DB = BENCH MARK DISK
 PS0394_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PS0394_STAMPING: TT 8 D 1946
 PS0394_MARK LOGO: USGS
 PS0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0394
 PS0394  HISTORY     - Date     Condition        Report By
 PS0394  HISTORY     - 1946     MONUMENTED       USGS
 PS0394  HISTORY     - 1949     GOOD             CGS
 PS0394
 PS0394                          STATION DESCRIPTION
 PS0394
 PS0394'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 PS0394'5.9 MI NW FROM FORT THOMPSON.
 PS0394'ALONG A GRAVELED COUNTY ROAD, 1.5 MILES NORTH THENCE 2.5 MILES,
 PS0394'WEST THENCE 1.9 MILES NORTH OF FORT THOMPSON, NEAR A TURN IN
 PS0394'THE ROAD, 33 FEET EAST OF THE CENTER OF THE ROAD, 45 FEET WEST OF
 PS0394'A FENCE, 2 FEET NORTH OF WITNESS POST.  A BRONZE DISK SET IN THE
 PS0394'TOP OF A CONCRETE POST AND STAMPED TT 8 D 1946.
 PS0394
 PS0394                          STATION RECOVERY (1949)
 PS0394
 PS0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2223 ***********************************************************************
 PU2223  DESIGNATION -  TT 9 DN
 PU2223  PID         -  PU2223
 PU2223  STATE/COUNTY-  SD/MEADE
 PU2223  COUNTRY     -  US
 PU2223  USGS QUAD   -  HEREFORD NE (2017)
 PU2223
 PU2223                         *CURRENT SURVEY CONTROL
 PU2223  ______________________________________________________________________
 PU2223* NAD 83(1996) POSITION- 44 22 36.14063(N) 102 47 53.49038(W)   ADJUSTED
 PU2223* NAVD 88 ORTHO HEIGHT -   786.38  (+/-2cm)     2580.0   (feet) VERTCON3
 PU2223  ______________________________________________________________________
 PU2223  GEOID HEIGHT    -        -17.865 (meters)                     GEOID18
 PU2223  LAPLACE CORR    -         -7.72  (seconds)                    DEFLEC18
 PU2223  HORZ ORDER      -  SECOND
 PU2223  VERT ORDER      -  THIRD ? (See Below)
 PU2223
 PU2223.The horizontal coordinates were established by classical geodetic methods
 PU2223.and adjusted by the National Geodetic Survey in January 1998.
 PU2223
 PU2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2223
 PU2223.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2223.GEOID18 height accuracy estimate available here.
 PU2223
 PU2223.The vertical order pertains to the NGVD 29 superseded value.
 PU2223
 PU2223.Click photographs - Photos may exist for this station.
 PU2223
 PU2223.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2223
 PU2223. The following values were computed from the NAD 83(1996) position.
 PU2223
 PU2223;                    North         East     Units Scale Factor Converg.
 PU2223;SPC SD N     -    64,234.837   377,035.209   MT  1.00000790   -1 58 49.4
 PU2223;SPC SD N     -   210,743.79  1,236,989.68   sFT  1.00000790   -1 58 49.4
 PU2223;UTM  13      - 4,916,071.833   675,408.280   MT  0.99997840   +1 32 25.0
 PU2223
 PU2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2223!SPC SD N     -   0.99987951  x   1.00000790  =   0.99988741
 PU2223!UTM  13      -   0.99987951  x   0.99997840  =   0.99985792
 PU2223
 PU2223:                Primary Azimuth Mark                     Grid Az
 PU2223:SPC SD N     -  TT 9 DN AZ MK                            267 07 11.5
 PU2223:UTM  13      -  TT 9 DN AZ MK                            263 35 57.1
 PU2223
 PU2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7540816071(NAD 83)
 PU2223
 PU2223|---------------------------------------------------------------------|
 PU2223| PID    Reference Object                     Distance      Geod. Az  |
 PU2223|                                                           dddmmss.s |
 PU2223| CQ4284 TT 9 DN RM 2                         11.878 METERS 17824     |
 PU2223| CQ4282 TT 9 DN AZ MK                                      2650822.1 |
 PU2223| CQ4283 TT 9 DN RM 1                         15.706 METERS 35752     |
 PU2223|---------------------------------------------------------------------|
 PU2223
 PU2223                          SUPERSEDED SURVEY CONTROL
 PU2223
 PU2223  NAD 83(1993)-  44 22 36.13269(N)    102 47 53.49122(W) AD(       ) 2
 PU2223  NAD 83(1986)-  44 22 36.13179(N)    102 47 53.49088(W) AD(       ) 2
 PU2223  NAD 27      -  44 22 36.16940(N)    102 47 51.85920(W) AD(       ) 2
 PU2223  NGVD 29             785.92   (m)         2578.5    (f) LEVELING    3  
 PU2223
 PU2223.Superseded values are not recommended for survey control.
 PU2223
 PU2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2223.See file dsdata.pdf to determine how the superseded data were derived.
 PU2223
 PU2223_MARKER: DB = BENCH MARK DISK
 PU2223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2223_STAMPING: TT 9 DN 1950
 PU2223_MARK LOGO: USGS
 PU2223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2223
 PU2223  HISTORY     - Date     Condition        Report By
 PU2223  HISTORY     - 1950     MONUMENTED       USGS
 PU2223  HISTORY     - 1962     GOOD             CGS
 PU2223
 PU2223                          STATION DESCRIPTION
 PU2223
 PU2223'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2223'THE STATION IS LOCATED BESIDE A SECTION LINE FENCE, ABOUT 20
 PU2223'MILES NORTH OF NEW UNDERWOOD, ABOUT 14 MILES SOUTHWEST OF
 PU2223'UNION CENTER, 111 FEET NORTH OF THE CENTER OF A CATTLE
 PU2223'GUARD, AND 1 FOOT WEST OF A WIRE FENCE.
 PU2223'
 PU2223'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14
 PU2223'AND 16 AND THE MAIN STREET AT THE NORTH EDGE OF NEW UNDERWOOD,
 PU2223'GO EAST ON HIGHWAY 14 AND 16 FOR 0.35 MILE TO A SIDE ROAD
 PU2223'LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 8.25
 PU2223'MILES TO A FORK JUST AFTER PASSING THE STORE AND POST OFFICE
 PU2223'IN VIEWFIELD.  BEAR LEFT AND CONTINUE NORTH FOR 5.1 MILES
 PU2223'TO A FORK.  BEAR LEFT AND CONTINUE NORTH 5.0 MILES TO THE
 PU2223'BRIDGE OVER THE BELLE FOURCHE RIVER.  CONTINUE NORTH FOR 2.3
 PU2223'MILES TO A CROSS ROAD AND A SCHOOLHOUSE ON THE LEFT.  TURN
 PU2223'RIGHT AND GO EAST ON GRADED ROAD FOR 1.0 MILE TO A CATTLE
 PU2223'GUARD AND A FORK.  BEAR RIGHT AND GO EAST FOR 0.4 MILE TO A
 PU2223'CATTLE GUARD.  CONTINUE EAST FOR 0.5 MILE TO A RANCH HOUSE
 PU2223'ON THE RIGHT.  CONTINUE EAST FOR 0.25 MILE TO THE AZIMUTH
 PU2223'MARK ON THE RIGHT.  CONTINUE EAST FOR 0.4 MILE TO A
 PU2223'CATTLE GUARD.  TURN LEFT AND GO NORTH ALONG THE WEST SIDE
 PU2223'OF A FENCE FOR 100 FEET TO THE STATION IN THE FENCE LINE.
 PU2223'
 PU2223'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 PU2223'MARK DISK SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER PROJECTING
 PU2223'4 INCHES.  THE DISK IS STAMPED 9 DN 1950.
 PU2223'
 PU2223'REFERENCE MARK O. 1 IS 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS
 PU2223'6 INCHES, AND THE DISK IS STAMPED TT 9 DN USGS NO 1 1951.
 PU2223'
 PU2223'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A WIRE FENCE.  IT
 PU2223'PROJECTS 7 INCHES, AND THE DISK IS STAMPED TT 9 DN USGS NO 2 1951.
 PU2223'
 PU2223'THE AZIMUTH MARK IS 57 FEET WEST OF A FENCE CORNER, 22 FEET
 PU2223'SOUTH OF THE CENTER OF A TRACK ROAD, AND 1 FOOT WEST OF A
 PU2223'WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PU2223'TT 9 DN USGS 1951.
 PU2223'
 PU2223'THE AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 PU2223'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2223
 PU2223                          STATION RECOVERY (1962)
 PU2223
 PU2223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2223'STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 PU2223'WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 PU2223'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE MARK WAS
 PU2223'SATISFACTORY AND THE DESCRIPTION TO REACH THE STATION WAS
 PU2223'CONSIDERED ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2200 ***********************************************************************
 PU2200  DESIGNATION -  TT 9 WDR
 PU2200  PID         -  PU2200
 PU2200  STATE/COUNTY-  SD/MEADE
 PU2200  COUNTRY     -  US
 PU2200  USGS QUAD   -  ELM SPRINGS SW (2017)
 PU2200
 PU2200                         *CURRENT SURVEY CONTROL
 PU2200  ______________________________________________________________________
 PU2200* NAD 83(1996) POSITION- 44 17 59.77625(N) 102 37 42.31393(W)   ADJUSTED
 PU2200* NAVD 88 ORTHO HEIGHT -   828.61  (+/-2cm)     2718.5   (feet) VERTCON3
 PU2200  ______________________________________________________________________
 PU2200  GEOID HEIGHT    -        -18.305 (meters)                     GEOID18
 PU2200  LAPLACE CORR    -         -7.30  (seconds)                    DEFLEC18
 PU2200  HORZ ORDER      -  SECOND
 PU2200  VERT ORDER      -  THIRD ? (See Below)
 PU2200
 PU2200.The horizontal coordinates were established by classical geodetic methods
 PU2200.and adjusted by the National Geodetic Survey in January 1998.
 PU2200
 PU2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2200
 PU2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2200.GEOID18 height accuracy estimate available here.
 PU2200
 PU2200.The vertical order pertains to the NGVD 29 superseded value.
 PU2200
 PU2200.Click photographs - Photos may exist for this station.
 PU2200
 PU2200.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2200
 PU2200. The following values were computed from the NAD 83(1996) position.
 PU2200
 PU2200;                    North         East     Units Scale Factor Converg.
 PU2200;SPC SD N     -    55,255.443   390,281.056   MT  1.00002441   -1 51 36.8
 PU2200;SPC SD N     -   181,283.90  1,280,447.10   sFT  1.00002441   -1 51 36.8
 PU2200;UTM  13      - 4,907,922.425   689,180.191   MT  1.00004016   +1 39 24.6
 PU2200
 PU2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2200!SPC SD N     -   0.99987296  x   1.00002441  =   0.99989737
 PU2200!UTM  13      -   0.99987296  x   1.00004016  =   0.99991312
 PU2200
 PU2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8918007922(NAD 83)
 PU2200
 PU2200                          SUPERSEDED SURVEY CONTROL
 PU2200
 PU2200  NAD 83(1993)-  44 17 59.76827(N)    102 37 42.31510(W) AD(       ) 2
 PU2200  NAD 83(1986)-  44 17 59.76815(N)    102 37 42.31589(W) AD(       ) 2
 PU2200  NAD 27      -  44 17 59.81700(N)    102 37 40.71700(W) AD(       ) 2
 PU2200  NGVD 29             828.14   (m)         2717.0    (f) LEVELING    3  
 PU2200
 PU2200.Superseded values are not recommended for survey control.
 PU2200
 PU2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2200.See file dsdata.pdf to determine how the superseded data were derived.
 PU2200
 PU2200_MARKER: DB = BENCH MARK DISK
 PU2200_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU2200_STAMPING: TT 9 WDR 1950
 PU2200_MARK LOGO: USGS
 PU2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2200
 PU2200  HISTORY     - Date     Condition        Report By
 PU2200  HISTORY     - 1950     MONUMENTED       USGS
 PU2200
 PU2200                          STATION DESCRIPTION
 PU2200
 PU2200'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (VRS)
 PU2200'THE STATION IS LOCATED ON LAND OWNED BY MR. CHARLES WILSON,
 PU2200'ABOUT 18 MILES NORTHEAST OF NEW UNDERWOOD, ABOUT 14 MILES
 PU2200'NORTHWEST OF WICKSVILLE, ABOUT 5 MILES WEST AND 1 MILE SOUTH
 PU2200'OF ELM SPRINGS, AND 1 FOOT EAST OF A WIRE FENCE.
 PU2200'
 PU2200'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN ELM
 PU2200'SPRINGS, GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A
 PU2200'CROSS ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 PU2200'3.5 MILES TO A SIDE ROAD LEFT.  CONTINUE WEST FOR 1.5 MILES
 PU2200'TO TWO WIRE GATES ON THE RIGHT AND ONE WIRE GATE ON THE LEFT.
 PU2200'TURN RIGHT THROUGH THE WEST GATE AND GO NORTH ALONG THE WEST
 PU2200'SIDE OF A FENCE ON A TRACK ROAD FOR 0.65 MILE TO THE AZIMUTH
 PU2200'MARK FOR TRIANGULATION STATION WILSON ON THE RIGHT.  CONTINUE
 PU2200'NORTH FOR 0.35 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 PU2200'AND CONTINUE NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.1
 PU2200'MILE TO THE STATION ON THE LEFT.
 PU2200'
 PU2200'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 PU2200'IN THE TOP OF A 6-INCH CONCRETE CYLINDER.  IT PROJECTS 4
 PU2200'INCHES, AND THE DISK IS STAMPED TT 9 WDR 1950.
 PU2200'
 PU2200'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WILSON,
 PU2200'AND THE DISTANCE WAS FOUND TO BE 23.07 FEET OR 7.032 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0466 ***********************************************************************
 OS0466  DESIGNATION -  TT 95
 OS0466  PID         -  OS0466
 OS0466  STATE/COUNTY-  SD/JACKSON
 OS0466  COUNTRY     -  US
 OS0466  USGS QUAD   -  SCHOOL SECTION BUTTE (2017)
 OS0466
 OS0466                         *CURRENT SURVEY CONTROL
 OS0466  ______________________________________________________________________
 OS0466* NAD 83(1986) POSITION- 43 44 06.     (N) 101 50 49.     (W)   SCALED
 OS0466* NAVD 88 ORTHO HEIGHT -   707.707 (meters)     2321.87  (feet) ADJUSTED
 OS0466  ______________________________________________________________________
 OS0466  GEOID HEIGHT    -        -20.332 (meters)                     GEOID18
 OS0466  DYNAMIC HEIGHT  -        707.483 (meters)     2321.13  (feet) COMP
 OS0466  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 OS0466
 OS0466  VERT ORDER      -  FIRST     CLASS II
 OS0466
 OS0466.The horizontal coordinates were scaled from a map and have
 OS0466.an estimated accuracy of +/- 6 seconds.
 OS0466
 OS0466.The orthometric height was determined by differential leveling and
 OS0466.adjusted by the NATIONAL GEODETIC SURVEY
 OS0466.in June 1991.
 OS0466
 OS0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0466.GEOID18 height accuracy estimate available here.
 OS0466
 OS0466.Click photographs - Photos may exist for this station.
 OS0466
 OS0466.The dynamic height is computed by dividing the NAVD 88
 OS0466.geopotential number by the normal gravity value computed on the
 OS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0466.degrees latitude (g = 980.6199 gals.).
 OS0466
 OS0466.The modeled gravity was interpolated from observed gravity values.
 OS0466
 OS0466;                    North         East    Units  Estimated Accuracy
 OS0466;SPC SD S     -   156,820.      478,080.      MT  (+/- 180 meters Scaled)
 OS0466
 OS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP707463(NAD 83)
 OS0466
 OS0466                          SUPERSEDED SURVEY CONTROL
 OS0466
 OS0466  NGVD 29 (??/??/92)  707.266  (m)         2320.42   (f) ADJ UNCH    1 2
 OS0466
 OS0466.Superseded values are not recommended for survey control.
 OS0466
 OS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0466.See file dsdata.pdf to determine how the superseded data were derived.
 OS0466
 OS0466_MARKER: DD = SURVEY DISK
 OS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0466_STAMPING: TT 95 EV 1948 2320 417
 OS0466_MARK LOGO: USGS
 OS0466_PROJECTION: FLUSH
 OS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0466+STABILITY: SURFACE MOTION
 OS0466
 OS0466  HISTORY     - Date     Condition        Report By
 OS0466  HISTORY     - 1948     MONUMENTED       USGS
 OS0466  HISTORY     - 1962     GOOD             CGS
 OS0466
 OS0466                          STATION DESCRIPTION
 OS0466
 OS0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0466'7.4 MI E FROM INTERIOR.
 OS0466'ABOUT 7.35 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0466'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION
 OS0466'23, T 3 S, R 19 E, 11 1/2 RAILS EAST-NORTHEAST OF THE
 OS0466'EAST-NORTHEAST END OF TRESTLE NUMBER W 196, 32 FEET
 OS0466'SOUTH-SOUTHWEST OF THE 4TH TELEPHONE POLE EAST-NORTHEAST OF MILE
 OS0466'POST 581, 52 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 1/2 FEET
 OS0466'SOUTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS
 OS0466'POST, ABOUT 2 FEET ABOVE THE RAILS, AND SET IN THE TOP OF A
 OS0466'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5607 ***********************************************************************
 AC5607  DESIGNATION -  TT 97 WM RESET
 AC5607  PID         -  AC5607
 AC5607  STATE/COUNTY-  SD/CUSTER
 AC5607  COUNTRY     -  US
 AC5607  USGS QUAD   -  CLIFTON (2017)
 AC5607
 AC5607                         *CURRENT SURVEY CONTROL
 AC5607  ______________________________________________________________________
 AC5607* NAD 83(1986) POSITION- 43 44 43.     (N) 104 02 19.     (W)   SCALED
 AC5607* NAVD 88 ORTHO HEIGHT -  1410.473 (meters)     4627.53  (feet) ADJUSTED
 AC5607  ______________________________________________________________________
 AC5607  GEOID HEIGHT    -        -13.737 (meters)                     GEOID18
 AC5607  DYNAMIC HEIGHT  -       1409.871 (meters)     4625.55  (feet) COMP
 AC5607  MODELED GRAVITY -    980,141.2   (mgal)                       NAVD 88
 AC5607
 AC5607  VERT ORDER      -  FIRST     CLASS II
 AC5607
 AC5607.The horizontal coordinates were scaled from a map and have
 AC5607.an estimated accuracy of +/- 6 seconds.
 AC5607
 AC5607.The orthometric height was determined by differential leveling and
 AC5607.adjusted by the NATIONAL GEODETIC SURVEY
 AC5607.in October 1997.
 AC5607
 AC5607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5607.GEOID18 height accuracy estimate available here.
 AC5607
 AC5607.Click photographs - Photos may exist for this station.
 AC5607
 AC5607.The dynamic height is computed by dividing the NAVD 88
 AC5607.geopotential number by the normal gravity value computed on the
 AC5607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5607.degrees latitude (g = 980.6199 gals.).
 AC5607
 AC5607.The modeled gravity was interpolated from observed gravity values.
 AC5607
 AC5607;                    North         East    Units  Estimated Accuracy
 AC5607;SPC SD S     -   163,510.      301,670.      MT  (+/- 180 meters Scaled)
 AC5607
 AC5607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ774440(NAD 83)
 AC5607
 AC5607                          SUPERSEDED SURVEY CONTROL
 AC5607
 AC5607.No superseded survey control is available for this station.
 AC5607
 AC5607_MARKER: DV = VERTICAL CONTROL DISK
 AC5607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5607_STAMPING: TT 97 WM RESET 1993
 AC5607_MARK LOGO: NGS
 AC5607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5607+STABILITY: SURFACE MOTION
 AC5607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5607+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5607
 AC5607  HISTORY     - Date     Condition        Report By
 AC5607  HISTORY     - 1993     MONUMENTED       NGS
 AC5607  HISTORY     - 19950418 GOOD             NGS
 AC5607
 AC5607                          STATION DESCRIPTION
 AC5607
 AC5607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5607'41.0 KM (25.45 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5607'IN CUSTER, 723.0 M (2372.0 FT) SOUTHEAST OF MILEPOST 1, 54.0 M (177.2
 AC5607'FT) SOUTH OF BENCH MARK 16-001.43, 36.5 M (119.8 FT) NORTH OF THE
 AC5607'NORTHEAST CORNER OF A BUILDING (VACANT), 21.4 M (70.2 FT) WEST OF THE
 AC5607'HIGHWAY CENTERLINE, 18.5 M (60.7 FT) NORTH OF THE CENTER OF A
 AC5607'DRIVEWAY, 2.1 M (6.9 FT) EAST OF A FENCE CORNER, 1.9 M (6.2 FT) EAST
 AC5607'OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AC5607'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M
 AC5607'(0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0301 ***********************************************************************
 PT0301  DESIGNATION -  TTS 29 B
 PT0301  PID         -  PT0301
 PT0301  STATE/COUNTY-  SD/STANLEY
 PT0301  COUNTRY     -  US
 PT0301  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0301
 PT0301                         *CURRENT SURVEY CONTROL
 PT0301  ______________________________________________________________________
 PT0301* NAD 83(1986) POSITION- 44 24 01.75   (N) 100 33 03.79   (W)   HD_HELD1
 PT0301* NAVD 88 ORTHO HEIGHT -   553.912 (meters)     1817.29  (feet) POSTED
 PT0301  ______________________________________________________________________
 PT0301  GEOID HEIGHT    -        -23.165 (meters)                     GEOID18
 PT0301  DYNAMIC HEIGHT  -        553.79  (meters)     1816.9   (feet) COMP
 PT0301  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 PT0301
 PT0301  VERT ORDER      -  * POSTED, SEE BELOW
 PT0301
 PT0301.The horizontal coordinates were determined by differentially corrected
 PT0301.hand held GPS observations or other comparable positioning techniques
 PT0301.and have an estimated accuracy of +/- 3 meters.
 PT0301
 PT0301.The orthometric height was determined by differential leveling
 PT0301.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0301
 PT0301.* This is a POSTED BENCH MARK height.
 PT0301
 PT0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0301.GEOID18 height accuracy estimate available here.
 PT0301
 PT0301.Click photographs - Photos may exist for this station.
 PT0301
 PT0301.The dynamic height is computed by dividing the NAVD 88
 PT0301.geopotential number by the normal gravity value computed on the
 PT0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0301.degrees latitude (g = 980.6199 gals.).
 PT0301
 PT0301.The modeled gravity was interpolated from observed gravity values.
 PT0301
 PT0301;                    North         East    Units  Estimated Accuracy
 PT0301;SPC SD S     -   229,676.4     582,655.5     MT  (+/- 3 meters HH1 GPS) 
 PT0301
 PT0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7648417525(NAD 83)
 PT0301
 PT0301                          SUPERSEDED SURVEY CONTROL
 PT0301
 PT0301  NGVD 29 (??/??/92)  553.514  (m)         1815.99   (f) ADJ UNCH    2 0
 PT0301
 PT0301.Superseded values are not recommended for survey control.
 PT0301
 PT0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0301.See file dsdata.pdf to determine how the superseded data were derived.
 PT0301
 PT0301_MARKER: DD = SURVEY DISK
 PT0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0301_STAMPING: TT 29 B 1934
 PT0301_MARK LOGO: USGS
 PT0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0301+STABILITY: SURFACE MOTION
 PT0301
 PT0301  HISTORY     - Date     Condition        Report By
 PT0301  HISTORY     - 1934     MONUMENTED       USGS
 PT0301
 PT0301                          STATION DESCRIPTION
 PT0301
 PT0301'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 PT0301'11.4 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0301'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, IN THE NORTHWEST
 PT0301'CORNER OF SECTION 18, T5N, R30E, 250 FEET EAST OF THE
 PT0301'HIGHWAY, AT A CURVE TO THE WEST, AND 3 FEET SOUTH AND 3 FEET
 PT0301'EAST OF A POLE USED AS THE CORNER POST FOR THREE FENCES.  A
 PT0301'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 29 B
 PT0301'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0310 ***********************************************************************
 PT0310  DESIGNATION -  TTS 31 B
 PT0310  PID         -  PT0310
 PT0310  STATE/COUNTY-  SD/STANLEY
 PT0310  COUNTRY     -  US
 PT0310  USGS QUAD   -  LACY (2017)
 PT0310
 PT0310                         *CURRENT SURVEY CONTROL
 PT0310  ______________________________________________________________________
 PT0310* NAD 83(1986) POSITION- 44 23 11.37   (N) 100 39 06.14   (W)   HD_HELD1
 PT0310* NAVD 88 ORTHO HEIGHT -   601.799 (meters)     1974.40  (feet) POSTED
 PT0310  ______________________________________________________________________
 PT0310  GEOID HEIGHT    -        -23.030 (meters)                     GEOID18
 PT0310  DYNAMIC HEIGHT  -        601.66  (meters)     1973.9   (feet) COMP
 PT0310  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 PT0310
 PT0310  VERT ORDER      -  * POSTED, SEE BELOW
 PT0310
 PT0310.The horizontal coordinates were determined by differentially corrected
 PT0310.hand held GPS observations or other comparable positioning techniques
 PT0310.and have an estimated accuracy of +/- 3 meters.
 PT0310
 PT0310.The orthometric height was determined by differential leveling
 PT0310.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0310
 PT0310.* This is a POSTED BENCH MARK height.
 PT0310
 PT0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0310.GEOID18 height accuracy estimate available here.
 PT0310
 PT0310.Click photographs - Photos may exist for this station.
 PT0310
 PT0310.The dynamic height is computed by dividing the NAVD 88
 PT0310.geopotential number by the normal gravity value computed on the
 PT0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0310.degrees latitude (g = 980.6199 gals.).
 PT0310
 PT0310.The modeled gravity was interpolated from observed gravity values.
 PT0310
 PT0310;                    North         East    Units  Estimated Accuracy
 PT0310;SPC SD S     -   228,147.2     574,631.1     MT  (+/- 3 meters HH1 GPS) 
 PT0310
 PT0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6843816127(NAD 83)
 PT0310
 PT0310                          SUPERSEDED SURVEY CONTROL
 PT0310
 PT0310  NGVD 29 (??/??/92)  601.390  (m)         1973.06   (f) ADJ UNCH    2 0
 PT0310
 PT0310.Superseded values are not recommended for survey control.
 PT0310
 PT0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0310.See file dsdata.pdf to determine how the superseded data were derived.
 PT0310
 PT0310_MARKER: DD = SURVEY DISK
 PT0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0310_STAMPING: 1973 TT 31 B 1934
 PT0310_MARK LOGO: USGS
 PT0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0310+STABILITY: SURFACE MOTION
 PT0310
 PT0310  HISTORY     - Date     Condition        Report By
 PT0310  HISTORY     - 1934     MONUMENTED       USGS
 PT0310  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0310
 PT0310                          STATION DESCRIPTION
 PT0310
 PT0310'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 PT0310'16.8 MI W FROM FORT PIERRE.
 PT0310'16.8 MILES WEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0310'COURTHOUSE AT FORT PIERRE, STANLEY COUNTY, NEAR THE CORNER
 PT0310'COMMON TO SECTIONS 17, 18, 19, AND 20, T 5 N, R 29 E, AT THE
 PT0310'SOUTHWEST CORNER OF SECTION 17, 37 FEET NORTH OF THE CENTER LINE
 PT0310'OF THE HIGHWAY, AND 4 FEET NORTH AND 4 FEET EAST OF THE FENCE
 PT0310'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PT0310'1973 TT 31 B 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PT0310
 PT0310                          STATION RECOVERY (1995)
 PT0310
 PT0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0310'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0887 ***********************************************************************
 PT0887  DESIGNATION -  TTS 32 B RESET
 PT0887  PID         -  PT0887
 PT0887  STATE/COUNTY-  SD/STANLEY
 PT0887  COUNTRY     -  US
 PT0887  USGS QUAD   -  LACY (2017)
 PT0887
 PT0887                         *CURRENT SURVEY CONTROL
 PT0887  ______________________________________________________________________
 PT0887* NAD 83(1986) POSITION- 44 23 10.     (N) 100 42 45.     (W)   SCALED
 PT0887* NAVD 88 ORTHO HEIGHT -   594.489 (meters)     1950.42  (feet) ADJUSTED
 PT0887  ______________________________________________________________________
 PT0887  GEOID HEIGHT    -        -22.932 (meters)                     GEOID18
 PT0887  DYNAMIC HEIGHT  -        594.355 (meters)     1949.98  (feet) COMP
 PT0887  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PT0887
 PT0887  VERT ORDER      -  FIRST     CLASS II
 PT0887
 PT0887.The horizontal coordinates were scaled from a map and have
 PT0887.an estimated accuracy of +/- 6 seconds.
 PT0887
 PT0887.The orthometric height was determined by differential leveling and
 PT0887.adjusted by the NATIONAL GEODETIC SURVEY
 PT0887.in October 1997.
 PT0887
 PT0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0887.GEOID18 height accuracy estimate available here.
 PT0887
 PT0887.Click photographs - Photos may exist for this station.
 PT0887
 PT0887.The dynamic height is computed by dividing the NAVD 88
 PT0887.geopotential number by the normal gravity value computed on the
 PT0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0887.degrees latitude (g = 980.6199 gals.).
 PT0887
 PT0887.The modeled gravity was interpolated from observed gravity values.
 PT0887
 PT0887;                    North         East    Units  Estimated Accuracy
 PT0887;SPC SD S     -   228,130.      569,790.      MT  (+/- 180 meters Scaled)
 PT0887
 PT0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ635161(NAD 83)
 PT0887
 PT0887                          SUPERSEDED SURVEY CONTROL
 PT0887
 PT0887  NGVD 29 (04/17/07)  594.07   (m)         1949.0    (f) RESET       3  
 PT0887
 PT0887.Superseded values are not recommended for survey control.
 PT0887
 PT0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0887.See file dsdata.pdf to determine how the superseded data were derived.
 PT0887
 PT0887_MARKER: DV = VERTICAL CONTROL DISK
 PT0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0887_STAMPING: TTS 32 B USGS RESET 1983
 PT0887_MARK LOGO: NGS
 PT0887_PROJECTION: FLUSH
 PT0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0887+STABILITY: SURFACE MOTION
 PT0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0887+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 PT0887
 PT0887  HISTORY     - Date     Condition        Report By
 PT0887  HISTORY     - 1983     MONUMENTED       NGS
 PT0887  HISTORY     - 19950803 GOOD             NGS
 PT0887  HISTORY     - 20120530 GOOD             INDIV
 PT0887
 PT0887                          STATION DESCRIPTION
 PT0887
 PT0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0887'26.9 KM (16.65 MI) NW FROM FORT PIERRE.
 PT0887'16.6 KM (10.3 MI) WEST ALONG HIGHWAY 14-34 FROM THE JUNCTION OF
 PT0887'HIGHWAYS 14-34 AND 83 FROM THE NORTH EDGE OF FORT PIERRE, THENCE
 PT0887'3.9 KM (2.4 MI) NORTHWEST ALONG HIGHWAY, THENCE 6.4 KM (3.95 MI)
 PT0887'WEST ALONG HIGHWAY, AND 22.9 METERS (75.0 FEET) NORTH OF THE
 PT0887'CENTERLINE OF HIGHWAY.
 PT0887'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 PT0887
 PT0887                          STATION RECOVERY (1995)
 PT0887
 PT0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0887'29.8 KM (18.50 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0887'IN PIERRE, 911.0 M (2988.8 FT) EAST OF MILEPOST 210, 22.8 M (74.8 FT)
 PT0887'NORTH OF THE HIGHWAY CENTERLINE, 7.1 M (23.3 FT) EAST OF THE CENTER OF
 PT0887'A FIELD ENTRANCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 PT0887'(1.0 FT) SOUTH OF A T-FENCE CORNER, NEAR THE CENTER OF 2 WITNESS
 PT0887'POSTS, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 PT0887'SURFACE.
 PT0887
 PT0887                          STATION RECOVERY (2012)
 PT0887
 PT0887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0318 ***********************************************************************
 PT0318  DESIGNATION -  TTS 33 B
 PT0318  PID         -  PT0318
 PT0318  STATE/COUNTY-  SD/STANLEY
 PT0318  COUNTRY     -  US
 PT0318  USGS QUAD   -  PRINCES RANCH (2017)
 PT0318
 PT0318                         *CURRENT SURVEY CONTROL
 PT0318  ______________________________________________________________________
 PT0318* NAD 83(1986) POSITION- 44 23 11.11   (N) 100 45 08.97   (W)   HD_HELD1
 PT0318* NAVD 88 ORTHO HEIGHT -   599.45  (+/-2cm)     1966.7   (feet) VERTCON3
 PT0318  ______________________________________________________________________
 PT0318  GEOID HEIGHT    -        -22.864 (meters)                     GEOID18
 PT0318  VERT ORDER      -  ? (See Below)
 PT0318
 PT0318.The horizontal coordinates were determined by differentially corrected
 PT0318.hand held GPS observations or other comparable positioning techniques
 PT0318.and have an estimated accuracy of +/- 3 meters.
 PT0318
 PT0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT0318
 PT0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0318.GEOID18 height accuracy estimate available here.
 PT0318
 PT0318.The vertical order pertains to the NGVD 29 superseded value.
 PT0318
 PT0318.Click photographs - Photos may exist for this station.
 PT0318
 PT0318;                    North         East    Units  Estimated Accuracy
 PT0318;SPC SD S     -   228,174.8     566,600.1     MT  (+/- 3 meters HH1 GPS) 
 PT0318
 PT0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6041016286(NAD 83)
 PT0318
 PT0318                          SUPERSEDED SURVEY CONTROL
 PT0318
 PT0318  NGVD 29 (??/??/92)  599.035  (m)         1965.33   (f) ADJ UNCH       
 PT0318
 PT0318.Superseded values are not recommended for survey control.
 PT0318
 PT0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0318.See file dsdata.pdf to determine how the superseded data were derived.
 PT0318
 PT0318_MARKER: DD = SURVEY DISK
 PT0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0318_STAMPING: 1965 TT 33 B 1934
 PT0318_MARK LOGO: USGS
 PT0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0318+STABILITY: SURFACE MOTION
 PT0318
 PT0318  HISTORY     - Date     Condition        Report By
 PT0318  HISTORY     - 1934     MONUMENTED       USGS
 PT0318  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0318
 PT0318                          STATION DESCRIPTION
 PT0318
 PT0318'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 PT0318'13.9 MI E FROM HAYES.
 PT0318'13.9 MILES EAST ALONG OLD U.S. HIGHWAY 14 FROM HAYES, STANLEY
 PT0318'COUNTY, AT THE CORNER COMMON TO SECTIONS 16, 17, 20, AND 21,
 PT0318'T 5 N, R 28 E, AT THE NORTHEAST CORNER OF SECTION 20, AT A ROAD
 PT0318'INTERSECTION, 52 FEET SOUTH OF THE CENTER LINE OF THE OLD
 PT0318'HIGHWAY, AND 37 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 PT0318'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PT0318'1965 TT 33 B 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PT0318
 PT0318                          STATION RECOVERY (1995)
 PT0318
 PT0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0318'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0641 ***********************************************************************
 PS0641  DESIGNATION -  TULARE MUNICIPAL TANK
 PS0641  PID         -  PS0641
 PS0641  STATE/COUNTY-  SD/SPINK
 PS0641  COUNTRY     -  US
 PS0641  USGS QUAD   -  TULARE (2017)
 PS0641
 PS0641                         *CURRENT SURVEY CONTROL
 PS0641  ______________________________________________________________________
 PS0641* NAD 83(1996) POSITION- 44 44 15.26905(N) 098 30 21.47101(W)   ADJUSTED
 PS0641  ______________________________________________________________________
 PS0641  GEOID HEIGHT    -        -24.431 (meters)                     GEOID18
 PS0641  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 PS0641  HORZ ORDER      -  THIRD
 PS0641
 PS0641.The horizontal coordinates were established by classical geodetic methods
 PS0641.and adjusted by the National Geodetic Survey in January 1998.
 PS0641
 PS0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0641.GEOID18 height accuracy estimate available here.
 PS0641
 PS0641.Click photographs - Photos may exist for this station.
 PS0641
 PS0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0641
 PS0641. The following values were computed from the NAD 83(1996) position.
 PS0641
 PS0641;                    North         East     Units Scale Factor Converg.
 PS0641;SPC SD N     -   101,573.003   718,324.326   MT  0.99995401   +1 03 26.6
 PS0641;SPC SD N     -   333,244.09  2,356,702.39   sFT  0.99995401   +1 03 26.6
 PS0641;UTM  14      - 4,953,917.649   539,114.916   MT  0.99961881   +0 20 51.9
 PS0641
 PS0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3911453917(NAD 83)
 PS0641
 PS0641                          SUPERSEDED SURVEY CONTROL
 PS0641
 PS0641  NAD 83(1986)-  44 44 15.26611(N)    098 30 21.46841(W) AD(       ) 3
 PS0641  NAD 27      -  44 44 15.38000(N)    098 30 20.11100(W) AD(       ) 3
 PS0641
 PS0641.Superseded values are not recommended for survey control.
 PS0641
 PS0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0641.See file dsdata.pdf to determine how the superseded data were derived.
 PS0641
 PS0641_MARKER: 53 = ELEVATED TANK
 PS0641
 PS0641  HISTORY     - Date     Condition        Report By
 PS0641  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0641  HISTORY     - 1935     GOOD             CGS
 PS0641
 PS0641                          STATION DESCRIPTION
 PS0641
 PS0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0641'POINT OBSERVED UPON IS FINIAL OF THE BLACK WATER TANK (MUNICIPAL)
 PS0641'WITH WHITE TOP.  THE TANK IS IN THE SOUTHEASTERN PART OF
 PS0641'TOWN.  THIS TANK IS 125 FEET HIGH AND WAS BUILT IN 1920.
 PS0641'
 PS0641'STATION WAS OBSERVED UPON FROM BALD, BING, HULBERT, WESS, AND
 PS0641'HART.
 PS0641
 PS0641                          STATION RECOVERY (1935)
 PS0641
 PS0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0641'THIS STATION IS THE CENTER OF THE TULARE MUNICIPAL WATER TANK.
 PS0641'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP
 PS0641'AND HAS A BALL AT THE TIP WITH A LIGHT ABOVE THE BALL.  IT
 PS0641'IS SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP
 PS0641'OF THE LEGS.  THE TOP OF THE TANK IS PAINTED BLACK AND THE
 PS0641'REST OF THE STRUCTURE IS BLACK.  THERE IS A YELLOW SQUARE
 PS0641'WITH THE LETTER S ON THE E SIDE OF THE TANK.  THE TANK IS
 PS0641'ABOUT 125 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED
 PS0641'IN 1916.
 PS0641'
 PS0641'THE TANK IS IN THE SOUTHEASTERN PART OF TULARE, ABOUT 500
 PS0641'FEET W OF U.S. HIGHWAY 281, ABOUT 300 FEET W OF THE CHICAGO,
 PS0641'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK, AND ABOUT 200
 PS0641'FEET S OF THE MAIN STREET OF TOWN.
 PS0641'
 PS0641'THE STATION WAS OBSERVED FROM BALD, BING, HULBERT, WESS, AND
 PS0641'HART IN 1934 AND FROM ANTELOPE, LINCOLN, LOVOLD, AND BALD IN
 PS0641'1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0893 ***********************************************************************
 OQ0893  DESIGNATION -  TURKEY RIDGE
 OQ0893  PID         -  OQ0893
 OQ0893  STATE/COUNTY-  SD/TURNER
 OQ0893  COUNTRY     -  US
 OQ0893  USGS QUAD   -  MIDWAY (2017)
 OQ0893
 OQ0893                         *CURRENT SURVEY CONTROL
 OQ0893  ______________________________________________________________________
 OQ0893* NAD 83(1996) POSITION- 43 14 55.80646(N) 097 22 37.19374(W)   ADJUSTED
 OQ0893* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 OQ0893  ______________________________________________________________________
 OQ0893  GEOID HEIGHT    -        -25.900 (meters)                     GEOID18
 OQ0893  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 OQ0893  HORZ ORDER      -  SECOND
 OQ0893
 OQ0893.The horizontal coordinates were established by classical geodetic methods
 OQ0893.and adjusted by the National Geodetic Survey in January 1998.
 OQ0893
 OQ0893.The orthometric height was scaled from a topographic map.
 OQ0893
 OQ0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0893.GEOID18 height accuracy estimate available here.
 OQ0893
 OQ0893.Click photographs - Photos may exist for this station.
 OQ0893
 OQ0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0893
 OQ0893. The following values were computed from the NAD 83(1996) position.
 OQ0893
 OQ0893;                    North         East     Units Scale Factor Converg.
 OQ0893;SPC SD S     -   105,976.158   840,019.281   MT  0.99992755   +2 02 22.0
 OQ0893;SPC SD S     -   347,690.11  2,755,963.26   sFT  0.99992755   +2 02 22.0
 OQ0893;UTM  14      - 4,789,726.875   631,754.220   MT  0.99981354   +1 06 43.9
 OQ0893
 OQ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0893!SPC SD S     -   0.99992107  x   0.99992755  =   0.99984862
 OQ0893!UTM  14      -   0.99992107  x   0.99981354  =   0.99973462
 OQ0893
 OQ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3175489726(NAD 83)
 OQ0893
 OQ0893                          SUPERSEDED SURVEY CONTROL
 OQ0893
 OQ0893  NAD 83(1995)-  43 14 55.80697(N)    097 22 37.18995(W) AD(       ) 2
 OQ0893  NAD 83(1986)-  43 14 55.81382(N)    097 22 37.18461(W) AD(       ) 2
 OQ0893  NAD 27      -  43 14 55.84600(N)    097 22 35.95100(W) AD(       ) 2
 OQ0893  USSD        -  43 14 56.04800(N)    097 22 36.30400(W) AD(       ) 3
 OQ0893
 OQ0893.Superseded values are not recommended for survey control.
 OQ0893
 OQ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0893.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0893
 OQ0893_MARKER: N = NAIL
 OQ0893_SP_SET: PINE STUB
 OQ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0893
 OQ0893  HISTORY     - Date     Condition        Report By
 OQ0893  HISTORY     - 1901     MONUMENTED       CGS
 OQ0893  HISTORY     - 1935     MARK NOT FOUND   CGS
 OQ0893
 OQ0893                          STATION DESCRIPTION
 OQ0893
 OQ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 OQ0893'ON HIGH LAND ABOUT 25 PACES SOUTH AND 109 PACES EAST OF THE WEST
 OQ0893'CENTER OF SEC. 5, T. 97 N., R. 55 W.  A SMALL FRAME SCHOOLHOUSE
 OQ0893'IS AT THE SOUTHWEST CORNER OF THE SECTION.  THE SURFACE MARK
 OQ0893'IS A NAIL IN THE TOP OF A 4- BY 6-INCH PINE STUB, AND THE
 OQ0893'UNDERGROUND MARK IS A COPPER TACK IN THE CORK OF A STONE JUG.
 OQ0893
 OQ0893                          STATION RECOVERY (1935)
 OQ0893
 OQ0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0893'STATION WAS NOT RECOVERED ON MAY 9, 1935.  A FARMER LIVING IN
 OQ0893'THE SECTION SOUTH OF THE STATION INDICATED WHERE HE THOUGHT
 OQ0893'IT HAD BEEN, AND THE SITE AGREED FAIRLY WELL WITH THE DESCRIPTION
 OQ0893'I.E., ABOUT 25 PACES SOUTH AND 109 PACES EAST OF WEST 1/4 CORNER
 OQ0893'OF SEC. 5.  THERE WERE THREE SHALLOW DEPRESSIONS IN THE SOD,
 OQ0893'ARRANGED IN TRIANGULAR PATTERN WITH ANOTHER DEPRESSION IN THE
 OQ0893'CENTER, BUT A 4-FOOT EXCAVATION AT THIS POINT FAILED TO UNCOVER
 OQ0893'THE MARK.  2 HOURS WERE SPENT IN THE SEARCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0923 ***********************************************************************
 QS0923  DESIGNATION -  TURN
 QS0923  PID         -  QS0923
 QS0923  STATE/COUNTY-  SD/ZIEBACH
 QS0923  COUNTRY     -  US
 QS0923  USGS QUAD   -  GLAD VALLEY NW (2017)
 QS0923
 QS0923                         *CURRENT SURVEY CONTROL
 QS0923  ______________________________________________________________________
 QS0923* NAD 83(1996) POSITION- 45 24 00.08340(N) 101 57 48.18014(W)   ADJUSTED
 QS0923* NAVD 88 ORTHO HEIGHT -   761.6   (meters)     2499.    (feet) VERTCON3
 QS0923  ______________________________________________________________________
 QS0923  GEOID HEIGHT    -        -19.337 (meters)                     GEOID18
 QS0923  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 QS0923  HORZ ORDER      -  SECOND
 QS0923
 QS0923.The horizontal coordinates were established by classical geodetic methods
 QS0923.and adjusted by the National Geodetic Survey in January 1998.
 QS0923
 QS0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0923
 QS0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0923.GEOID18 height accuracy estimate available here.
 QS0923
 QS0923.Click photographs - Photos may exist for this station.
 QS0923
 QS0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0923
 QS0923. The following values were computed from the NAD 83(1996) position.
 QS0923
 QS0923;                    North         East     Units Scale Factor Converg.
 QS0923;SPC SD N     -   175,960.972   446,295.994   MT  0.99995762   -1 23 22.4
 QS0923;SPC SD N     -   577,298.62  1,464,222.77   sFT  0.99995762   -1 23 22.4
 QS0923;UTM  14      - 5,031,661.920   268,072.270   MT  1.00026141   -2 06 39.4
 QS0923;UTM  13      - 5,031,875.796   737,659.225   MT  1.00029451   +2 09 47.4
 QS0923
 QS0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0923!SPC SD N     -   0.99988364  x   0.99995762  =   0.99984126
 QS0923!UTM  14      -   0.99988364  x   1.00026141  =   1.00014501
 QS0923!UTM  13      -   0.99988364  x   1.00029451  =   1.00017811
 QS0923
 QS0923:                Primary Azimuth Mark                     Grid Az
 QS0923:SPC SD N     -  TURN AZ MK                               359 42 41.7
 QS0923:UTM  14      -  TURN AZ MK                               000 25 58.7
 QS0923:UTM  13      -  TURN AZ MK                               356 09 31.9
 QS0923
 QS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR6807231661(NAD 83)
 QS0923
 QS0923|---------------------------------------------------------------------|
 QS0923| PID    Reference Object                     Distance      Geod. Az  |
 QS0923|                                                           dddmmss.s |
 QS0923| AI2562 TURN RM 1                            11.668 METERS 09451     |
 QS0923| AI2563 TURN RM 2                            13.170 METERS 19558     |
 QS0923| AI2698 TURN AZ MK                                         3581919.3 |
 QS0923|---------------------------------------------------------------------|
 QS0923
 QS0923                          SUPERSEDED SURVEY CONTROL
 QS0923
 QS0923  NAD 83(1986)-  45 24 00.07478(N)    101 57 48.17865(W) AD(       ) 2
 QS0923  NAD 27      -  45 24 00.16300(N)    101 57 46.63900(W) AD(       ) 2
 QS0923  NGVD 29 (07/19/86)  761.2    (m)         2497.     (f) VERT ANG       
 QS0923
 QS0923.Superseded values are not recommended for survey control.
 QS0923
 QS0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0923.See file dsdata.pdf to determine how the superseded data were derived.
 QS0923
 QS0923_MARKER: DS = TRIANGULATION STATION DISK
 QS0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0923_STAMPING: TURN 1951
 QS0923_MARK LOGO: CGS
 QS0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0923+STABILITY: SURFACE MOTION
 QS0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0923+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 QS0923
 QS0923  HISTORY     - Date     Condition        Report By
 QS0923  HISTORY     - 1951     MONUMENTED       CGS
 QS0923  HISTORY     - 1966     GOOD             CGS
 QS0923  HISTORY     - 19990621 GOOD             NGS
 QS0923
 QS0923                          STATION DESCRIPTION
 QS0923
 QS0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0923'THE STATION IS 9 MILES WEST OF GLAD VALLEY, 7 MILES EAST
 QS0923'AND 3 MILES NORTH OF COAL SPRINGS, AND 2 MILES EAST OF THE
 QS0923'ZIEBACH-PERKINS COUNTY LINE, ON THE RIGHT-OF-WAY OF
 QS0923'STATE HIGHWAY 8.  IT IS 85 FEET SOUTH OF THE CENTER OF THE
 QS0923'HIGHWAY, 13 FEET EAST OF THE EAST END OF A GATE, AND 5 FEET
 QS0923'NORTH OF A FENCE.
 QS0923'
 QS0923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73
 QS0923'AND 8 ABOUT 3 MILES WEST OF COAL SPRINGS.  GO EAST ON HIGHWAY
 QS0923'8 FOR 10.4 MILES TO A SCHOOLHOUSE.  BEAR RIGHT AND CONTINUE
 QS0923'ON HIGHWAY 8 SOUTH FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 QS0923'RIGHT.  CONTINUE SOUTH 0.5 MILE TO A SHARP TURN IN THE HIGHWAY
 QS0923'AND THE STATION ON THE RIGHT.
 QS0923'
 QS0923'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0923'TURN 1951.
 QS0923'
 QS0923'REFERENCE MARK NO. 1 IS 61 FEET SOUTH OF THE CENTER OF THE
 QS0923'HIGHWAY AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 QS0923'AND THE DISK IS STAMPED TURN NO 1 1951.
 QS0923'
 QS0923'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A FENCE.  THE MARK
 QS0923'PROJECTS 7 INCHES AND THE DISK IS STAMPED TURN NO 2 1951.
 QS0923'
 QS0923'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QS0923'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 9 INCHES AND
 QS0923'THE DISK IS STAMPED TURN 1951.
 QS0923'
 QS0923'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QS0923'CONCRETE CYLINDERS.
 QS0923
 QS0923                          STATION RECOVERY (1966)
 QS0923
 QS0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 QS0923'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 QS0923'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 QS0923'GOOD CONDITION.  NOTE--STATE HIGHWAY 8, IS NOW STATE HIGHWAY 20.
 QS0923'
 QS0923'THE ORIGINAL 1951 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 QS0923'
 QS0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 MILES
 QS0923'WEST OF GLAD VALLEY, 7.0 MILES EAST AND 3.0 MILES NORTH OF
 QS0923'COAL SPRINGS AND 2.0 MILES EAST OF THE ZIEBACH-PERKINS COUNTY
 QS0923'LINE.
 QS0923
 QS0923                          STATION RECOVERY (1999)
 QS0923
 QS0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0923'36.7 KM (22.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QS0923'OFFICE IN ISABEL, THENCE 5.9 KM (3.65 MI) WESTERLY ALONG A GRAVELED
 QS0923'ROAD, 21.4 M (70.2 FT) SOUTHWEST OF THE ROAD CENTER AT THE CENTER OF A
 QS0923'CURVE, 13.3 M (43.6 FT) NORTH OF REFERENCE MARK 2, 11.6 M (38.1 FT)
 QS0923'WEST OF REFERENCE MARK 1, 4.4 M (14.4 FT) EAST OF A FENCE CORNER, 1.3
 QS0923'M (4.3 FT) NORTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE
 QS0923'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 QS0923'GROUND SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0439 ***********************************************************************
 QQ0439  DESIGNATION -  TWENTY FIVE
 QQ0439  PID         -  QQ0439
 QQ0439  STATE/COUNTY-  SD/DAY
 QQ0439  COUNTRY     -  US
 QQ0439  USGS QUAD   -  SWAN LAKE (2017)
 QQ0439
 QQ0439                         *CURRENT SURVEY CONTROL
 QQ0439  ______________________________________________________________________
 QQ0439* NAD 83(1996) POSITION- 45 12 50.32818(N) 097 32 07.61532(W)   ADJUSTED
 QQ0439* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 QQ0439  ______________________________________________________________________
 QQ0439  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 QQ0439  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 QQ0439  HORZ ORDER      -  THIRD
 QQ0439
 QQ0439.The horizontal coordinates were established by classical geodetic methods
 QQ0439.and adjusted by the National Geodetic Survey in January 1998.
 QQ0439
 QQ0439.The orthometric height was scaled from a topographic map.
 QQ0439
 QQ0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0439.GEOID18 height accuracy estimate available here.
 QQ0439
 QQ0439.Click photographs - Photos may exist for this station.
 QQ0439
 QQ0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0439
 QQ0439. The following values were computed from the NAD 83(1996) position.
 QQ0439
 QQ0439;                    North         East     Units Scale Factor Converg.
 QQ0439;SPC SD N     -   156,368.110   793,556.510   MT  0.99994314   +1 44 39.3
 QQ0439;SPC SD N     -   513,017.71  2,603,526.65   sFT  0.99994314   +1 44 39.3
 QQ0439;UTM  14      - 5,007,764.579   614,998.521   MT  0.99976261   +1 02 22.4
 QQ0439
 QQ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0439!SPC SD N     -   0.99991544  x   0.99994314  =   0.99985858
 QQ0439!UTM  14      -   0.99991544  x   0.99976261  =   0.99967807
 QQ0439
 QQ0439:                Primary Azimuth Mark                     Grid Az
 QQ0439:SPC SD N     -  TWENTY FIVE AZ MK                        356 19 12.1
 QQ0439:UTM  14      -  TWENTY FIVE AZ MK                        357 01 29.0
 QQ0439
 QQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1499807764(NAD 83)
 QQ0439
 QQ0439|---------------------------------------------------------------------|
 QQ0439| PID    Reference Object                     Distance      Geod. Az  |
 QQ0439|                                                           dddmmss.s |
 QQ0439| CO6298 TWENTY FIVE RM 1                      8.361 METERS 17940     |
 QQ0439| CO6299 TWENTY FIVE RM 2                      8.440 METERS 27005     |
 QQ0439| CO6297 TWENTY FIVE AZ MK                                  3580351.4 |
 QQ0439|---------------------------------------------------------------------|
 QQ0439
 QQ0439                          SUPERSEDED SURVEY CONTROL
 QQ0439
 QQ0439  NAD 83(1986)-  45 12 50.32833(N)    097 32 07.60089(W) AD(       ) 3
 QQ0439  NAD 27      -  45 12 50.47604(N)    097 32 06.28895(W) AD(       ) 3
 QQ0439
 QQ0439.Superseded values are not recommended for survey control.
 QQ0439
 QQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0439.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0439
 QQ0439_MARKER: DS = TRIANGULATION STATION DISK
 QQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0439_STAMPING: TWENTY FIVE 1952
 QQ0439_MARK LOGO: CGS
 QQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0439+STABILITY: SURFACE MOTION
 QQ0439
 QQ0439  HISTORY     - Date     Condition        Report By
 QQ0439  HISTORY     - 1952     MONUMENTED       CGS
 QQ0439
 QQ0439                          STATION DESCRIPTION
 QQ0439
 QQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0439'THE STATION IS ABOUT 8 MILES SOUTH AND 1/2 MILE WEST OF WEBSTER,
 QQ0439'0.2 MILE SOUTH OF A SCHOOLHOUSE IN THE SOUTHEAST 1/4 SEC. 10, T
 QQ0439'120 N, R 56 W.  IT IS 46 FEET WEST OF THE CENTER OF STATE HIGHWAY
 QQ0439'25, 7 FEET NORTH OF A TELEPHONE POLE AND 5 FEET NORTH OF A 3 X 4
 QQ0439'INCH WITNESS POST.
 QQ0439'
 QQ0439'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WEBSTER, GO
 QQ0439'SOUTH ON STATE HIGHWAY 25 FOR 5.6 MILES TO A POINT WHERE THE
 QQ0439'HIGHWAY BEARS RIGHT, TURN RIGHT AND CONTINUE ON THE HIGHWAY
 QQ0439'SOUTHWEST AND SOUTH FOR 2.55 MILES TO A SCHOOLHOUSE AND THE
 QQ0439'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH 0.2 MILE TO THE
 QQ0439'STATION ON THE RIGHT.
 QQ0439'
 QQ0439'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED TWENTY
 QQ0439'FIVE 1952.
 QQ0439'
 QQ0439'REFERENCE MARK 1 IS 47 FEET WEST OF THE CENTER OF THE HIGHWAY
 QQ0439'AND 20 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH
 QQ0439'THE GROUND AND THE DISK IS STAMPED TWENTY FIVE NO 1 1952.
 QQ0439'
 QQ0439'REFERENCE MARK 2 IS 75 FEET WEST OF THE CENTER OF THE HIGHWAY
 QQ0439'AND 26 FEET WEST OF THE TELEPHONE POLE.  THE MARK PROJECTS 2
 QQ0439'INCHES AND THE DISK IS STAMPED TWENTY FIVE NO 2 1952.
 QQ0439'
 QQ0439'THE AZIMUTH MARK IS 138 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 QQ0439'OF THE SCHOOLHOUSE, 67 FEET WEST OF THE CENTER OF THE HIGHWAY,
 QQ0439'25 FEET NORTHWEST OF A TELEPHONE POLE AND 4 FEET WEST OF A 3 X 4
 QQ0439'INCH WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 QQ0439'THE DISK IS STAMPED TWENTY FIVE 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1301 ***********************************************************************
 PU1301  DESIGNATION -  TWILIGHT
 PU1301  PID         -  PU1301
 PU1301  STATE/COUNTY-  SD/BUTTE
 PU1301  COUNTRY     -  US
 PU1301  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1301
 PU1301                         *CURRENT SURVEY CONTROL
 PU1301  ______________________________________________________________________
 PU1301* NAD 83(1996) POSITION- 44 58 04.53572(N) 103 03 45.64910(W)   ADJUSTED
 PU1301* NAVD 88 ORTHO HEIGHT -   913.167 (meters)     2995.95  (feet) ADJUSTED
 PU1301  ______________________________________________________________________
 PU1301  GEOID HEIGHT    -        -17.116 (meters)                     GEOID18
 PU1301  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 PU1301  DYNAMIC HEIGHT  -        912.957 (meters)     2995.26  (feet) COMP
 PU1301  MODELED GRAVITY -    980,356.2   (mgal)                       NAVD 88
 PU1301
 PU1301  HORZ ORDER      -  SECOND
 PU1301  VERT ORDER      -  SECOND    CLASS 0
 PU1301
 PU1301.The horizontal coordinates were established by classical geodetic methods
 PU1301.and adjusted by the National Geodetic Survey in January 1998.
 PU1301
 PU1301.The orthometric height was determined by differential leveling and
 PU1301.adjusted by the NATIONAL GEODETIC SURVEY
 PU1301.in June 1991.
 PU1301
 PU1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1301.GEOID18 height accuracy estimate available here.
 PU1301
 PU1301.Click photographs - Photos may exist for this station.
 PU1301
 PU1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1301
 PU1301.The dynamic height is computed by dividing the NAVD 88
 PU1301.geopotential number by the normal gravity value computed on the
 PU1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1301.degrees latitude (g = 980.6199 gals.).
 PU1301
 PU1301.The modeled gravity was interpolated from observed gravity values.
 PU1301
 PU1301. The following values were computed from the NAD 83(1996) position.
 PU1301
 PU1301;                    North         East     Units Scale Factor Converg.
 PU1301;SPC SD N     -   130,648.036   358,454.748   MT  0.99994016   -2 10 03.3
 PU1301;SPC SD N     -   428,634.43  1,176,030.29   sFT  0.99994016   -2 10 03.3
 PU1301;UTM  13      - 4,981,213.154   652,775.665   MT  0.99988701   +1 22 09.8
 PU1301
 PU1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1301!SPC SD N     -   0.99985953  x   0.99994016  =   0.99979970
 PU1301!UTM  13      -   0.99985953  x   0.99988701  =   0.99974656
 PU1301
 PU1301:                Primary Azimuth Mark                     Grid Az
 PU1301:SPC SD N     -  TWILIGHT AZ MK                           233 57 49.5
 PU1301:UTM  13      -  TWILIGHT AZ MK                           230 25 36.4
 PU1301
 PU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5277581213(NAD 83)
 PU1301
 PU1301|---------------------------------------------------------------------|
 PU1301| PID    Reference Object                     Distance      Geod. Az  |
 PU1301|                                                           dddmmss.s |
 PU1301| PU1302 TWILIGHT RM 1                         9.093 METERS 14042     |
 PU1301| PU2112 TWILIGHT RM 2                         7.178 METERS 21648     |
 PU1301| PU1303 TWILIGHT AZ MK                                     2314746.2 |
 PU1301|---------------------------------------------------------------------|
 PU1301
 PU1301                          SUPERSEDED SURVEY CONTROL
 PU1301
 PU1301  NAD 83(1993)-  44 58 04.52880(N)    103 03 45.64712(W) AD(       ) 2
 PU1301  NAD 83(1986)-  44 58 04.52604(N)    103 03 45.64555(W) AD(       ) 2
 PU1301  NAD 27      -  44 58 04.56680(N)    103 03 44.01400(W) AD(       ) 2
 PU1301  NGVD 29 (??/??/92)  912.685  (m)         2994.37   (f) ADJ UNCH    2 0
 PU1301  NGVD 29             912.69   (m)         2994.4    (f) LEVELING    3  
 PU1301
 PU1301.Superseded values are not recommended for survey control.
 PU1301
 PU1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1301.See file dsdata.pdf to determine how the superseded data were derived.
 PU1301
 PU1301_MARKER: DS = TRIANGULATION STATION DISK
 PU1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1301_STAMPING: TWILIGHT 1951
 PU1301_MARK LOGO: CGS
 PU1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1301+STABILITY: SURFACE MOTION
 PU1301
 PU1301  HISTORY     - Date     Condition        Report By
 PU1301  HISTORY     - 1951     MONUMENTED       CGS
 PU1301  HISTORY     - 1962     GOOD             CGS
 PU1301  HISTORY     - 1963     GOOD             CGS
 PU1301
 PU1301                          STATION DESCRIPTION
 PU1301
 PU1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU1301'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF NEWELL, IN
 PU1301'THE NORTHEAST 1/4 OF SECTION 31, T 12 N, P 9 E, ABOUT 5 MILES
 PU1301'WEST OF THE BUTTE-PERKINS COUNTY LINE, 50 FEET SOUTH OF A
 PU1301'Y-INTERSECTION OF GRADED DIRT ROADS, AND 5 FEET SOUTHWEST OF A
 PU1301'WITNESS POST.
 PU1301'
 PU1301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 212
 PU1301'AND STATE HIGHWAY NO. 79 AT THE NORTH EDGE OF NEWALL, GO EAST ON
 PU1301'NO. 212 FOR 3.0 MILES TO A SIGN TWILIGHT.  THEN LEFT, NORTH
 PU1301'AND NORTHEASTERLY, ON A GRADED DIRT ROAD FOR 15.6 MILES TO
 PU1301'A SIDE ROAD ON THE RIGHT.  THEN RIGHT, EAST AND NORTH, FOR
 PU1301'8.8 MILES TO A POINT WHERE THE ROAD BEARS RIGHT (CAIRN ON
 PU1301'HIGHEST POINT OF PROMINENT KNOLL 0.25 MILE NORTH OF THIS
 PU1301'POINT).  CONTINUE EASTERLY AND NORTHERLY FOR 3.5 MILES TO
 PU1301'THE CREST OF A LOW RIDGE AND THE AZIMUTH MARK ON THE RIGHT AS
 PU1301'DESCRIBED.  CONTINUE FOR 1.2 MILES TO THE STATION ON THE
 PU1301'RIGHT AS DESCRIBED.
 PU1301'
 PU1301'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 PU1301'TWILIGHT 1951.
 PU1301'
 PU1301'REFERENCE MARK NO. 1 IS 67 FEET SOUTH OF THE Y-INTERSECTION.
 PU1301'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED TWILIGHT NO 1 1951.
 PU1301'
 PU1301'REFERENCE MARK NO. 2 IS 71 FEET SOUTHWEST OF THE Y-INTERSECTION.
 PU1301'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED TWILIGHT NO 2 1951.
 PU1301'
 PU1301'THE AZIMUTH MARK IS ON THE HIGHEST POINT OF A LOW RIDGE, AND 54
 PU1301'FEET SOUTHEAST OF THE CENTER OF THE GRADED DIRT ROAD.  IT
 PU1301'PROJECTS 4 INCHES, AND THE DISK IS STAMPED TWILIGHT 1951.
 PU1301'
 PU1301'THE MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU1301'CYLINDERS.
 PU1301
 PU1301                          STATION RECOVERY (1962)
 PU1301
 PU1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1301'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 PU1301'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION AND
 PU1301'ROUTE FOR THE STATION FOLLOWS.
 PU1301'
 PU1301'THE STATION IS ON THE SUMMIT OF A LOW RIDGE, ABOUT 25 MILES
 PU1301'NORTHEAST OF NEWELL, 5 MILES WEST OF THE BUTTE-PERKINS COUNTY LINE,
 PU1301'IN THE NORTHWEST 1/4 OF SECTION 31, T 12 N, R 9 E AND ALONG THE
 PU1301'SOUTH SIDE OF AN EAST-WEST ROAD AT A POINT WHERE THE ROAD DIVIDES
 PU1301'INTO A Y-INTERSECTION.
 PU1301'
 PU1301'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL, DRIVE NORTH ON
 PU1301'GIRARD AVENUE FOR 0.4 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 212.
 PU1301'TURN RIGHT ONTO THE HIGHWAY AND DRIVE EAST AND NORTHEAST FOR
 PU1301'23 MILES TO THE CONCRETE BRIDGE OVER SULPHUR CREEK.  CROSS THE
 PU1301'BRIDGE AND CONTINUE EAST ON THE HIGHWAY FOR 0.4 MILE TO A SIDE
 PU1301'ROAD ON THE LEFT.  TURN LEFT AND DRIVE NORTHWEST AND NORTH ON
 PU1301'THE GRAVELED ROAD FOR 4.25 MILES TO A T-ROAD INTERSECTION**.
 PU1301'TURN RIGHT, EAST, FOR 0.05 MILE TO A Y-FORK IN THE ROAD AND THE
 PU1301'STATION ON THE RIGHT.
 PU1301'
 PU1301'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED TWILIGHT 1951,
 PU1301'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1301'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1301'IT IS 46.0 FEET SOUTH OF THE CENTER OF THE Y-FORK IN THE ROAD
 PU1301'AND 5.0 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 PU1301'ATTACHED.
 PU1301'
 PU1301'REFERENCE MARK 1, A STANDARD DISK STAMPED TWILIGHT NO 1 1951,
 PU1301'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1301'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 PU1301'69.0 FEET SOUTH OF THE CENTER OF THE ROAD, AND ABOUT THE SAME
 PU1301'ELEVATION AS THE STATION MARK.
 PU1301'
 PU1301'REFERENCE MARK 2, A STANDARD DISK STAMPED TWILIGHT NO 2 1951,
 PU1301'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU1301'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE GROUND SURFACE.  IT
 PU1301'IS 64.0 FEET SOUTH OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 PU1301'ELEVATION AS THE STATION MARK.
 PU1301'
 PU1301'THE AZIMUTH MARK, A STANDARD DISK STAMPED TWILIGHT 1951, IS SET
 PU1301'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU1301'DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU1301'IT IS SITUATED ON THE HIGHEST POINT OF A RIDGE WHICH LIES IN A
 PU1301'NORTHWEST-SOUTHEAST DIRECTION, 58.0 FEET SOUTH OF THE CENTER OF
 PU1301'A GRAVELED ROAD, 2.0 FEET WEST OF A METAL WITNESS POST WITH
 PU1301'SIGN ATTACHED AND 1.5 FEET NORTHEAST OF A WOODEN WITNESS POST.
 PU1301'
 PU1301'**TO REACH THE AZIMUTH MARK, TURN LEFT AND DRIVE WEST AND SOUTHWEST
 PU1301'FOR 1.2 MILES TO THE CREST OF A RIDGE AND THE AZIMUTH ON THE LEFT.
 PU1301
 PU1301                          STATION RECOVERY (1963)
 PU1301
 PU1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1301'27.6 MI NE FROM NEWELL.
 PU1301'23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH SCHOOL
 PU1301'AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD, ABOUT
 PU1301'135 YARDS EAST OF A T-JUNCTION OF ROADS, AT A Y-JUNCTION OF AN
 PU1301'EAST-WEST ROAD, 55 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 PU1301'ROAD, 37.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD LEADING
 PU1301'SOUTHEAST, SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 PU1301'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1301'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1303 ***********************************************************************
 PU1303  DESIGNATION -  TWILIGHT AZ MK
 PU1303  PID         -  PU1303
 PU1303  STATE/COUNTY-  SD/BUTTE
 PU1303  COUNTRY     -  US
 PU1303  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1303
 PU1303                         *CURRENT SURVEY CONTROL
 PU1303  ______________________________________________________________________
 PU1303* NAD 83(1986) POSITION- 44 57 30.     (N) 103 04 46.     (W)   SCALED
 PU1303* NAVD 88 ORTHO HEIGHT -   906.529 (meters)     2974.17  (feet) ADJUSTED
 PU1303  ______________________________________________________________________
 PU1303  GEOID HEIGHT    -        -17.093 (meters)                     GEOID18
 PU1303  DYNAMIC HEIGHT  -        906.319 (meters)     2973.48  (feet) COMP
 PU1303  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 PU1303
 PU1303  VERT ORDER      -  SECOND    CLASS 0
 PU1303
 PU1303.The horizontal coordinates were scaled from a map and have
 PU1303.an estimated accuracy of +/- 6 seconds.
 PU1303
 PU1303.The orthometric height was determined by differential leveling and
 PU1303.adjusted by the NATIONAL GEODETIC SURVEY
 PU1303.in June 1991.
 PU1303
 PU1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1303.GEOID18 height accuracy estimate available here.
 PU1303
 PU1303.Click photographs - Photos may exist for this station.
 PU1303
 PU1303.The dynamic height is computed by dividing the NAVD 88
 PU1303.geopotential number by the normal gravity value computed on the
 PU1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1303.degrees latitude (g = 980.6199 gals.).
 PU1303
 PU1303.The modeled gravity was interpolated from observed gravity values.
 PU1303
 PU1303;                    North         East    Units  Estimated Accuracy
 PU1303;SPC SD N     -   129,630.      357,090.      MT  (+/- 180 meters Scaled)
 PU1303
 PU1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK514801(NAD 83)
 PU1303
 PU1303                          SUPERSEDED SURVEY CONTROL
 PU1303
 PU1303  NGVD 29 (??/??/92)  906.046  (m)         2972.59   (f) ADJ UNCH    2 0
 PU1303
 PU1303.Superseded values are not recommended for survey control.
 PU1303
 PU1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1303.See file dsdata.pdf to determine how the superseded data were derived.
 PU1303
 PU1303_MARKER: DZ = AZIMUTH MARK DISK
 PU1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1303_STAMPING: TWILIGHT 1951
 PU1303_MARK LOGO: CGS
 PU1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1303+STABILITY: SURFACE MOTION
 PU1303
 PU1303  HISTORY     - Date     Condition        Report By
 PU1303  HISTORY     - 1951     MONUMENTED       CGS
 PU1303  HISTORY     - 1963     GOOD             CGS
 PU1303
 PU1303                          STATION DESCRIPTION
 PU1303
 PU1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1303'28.7 MI NE FROM NEWELL.
 PU1303'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1303'HIGH SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 PU1303'ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVELED ROAD, 57 FEET
 PU1303'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A
 PU1303'METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD,
 PU1303'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1302 ***********************************************************************
 PU1302  DESIGNATION -  TWILIGHT RM 1
 PU1302  PID         -  PU1302
 PU1302  STATE/COUNTY-  SD/BUTTE
 PU1302  COUNTRY     -  US
 PU1302  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1302
 PU1302                         *CURRENT SURVEY CONTROL
 PU1302  ______________________________________________________________________
 PU1302* NAD 83(1986) POSITION- 44 58 04.31   (N) 103 03 45.39   (W)   HD_HELD1
 PU1302* NAVD 88 ORTHO HEIGHT -   913.075 (meters)     2995.65  (feet) ADJUSTED
 PU1302  ______________________________________________________________________
 PU1302  GEOID HEIGHT    -        -17.116 (meters)                     GEOID18
 PU1302  DYNAMIC HEIGHT  -        912.866 (meters)     2994.96  (feet) COMP
 PU1302  MODELED GRAVITY -    980,356.2   (mgal)                       NAVD 88
 PU1302
 PU1302  VERT ORDER      -  SECOND    CLASS 0
 PU1302
 PU1302.The horizontal coordinates were determined by differentially corrected
 PU1302.hand held GPS observations or other comparable positioning techniques
 PU1302.and have an estimated accuracy of +/- 3 meters.
 PU1302
 PU1302.The orthometric height was determined by differential leveling and
 PU1302.adjusted by the NATIONAL GEODETIC SURVEY
 PU1302.in June 1991.
 PU1302
 PU1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1302.GEOID18 height accuracy estimate available here.
 PU1302
 PU1302.Click photographs - Photos may exist for this station.
 PU1302
 PU1302.The dynamic height is computed by dividing the NAVD 88
 PU1302.geopotential number by the normal gravity value computed on the
 PU1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1302.degrees latitude (g = 980.6199 gals.).
 PU1302
 PU1302.The modeled gravity was interpolated from observed gravity values.
 PU1302
 PU1302;                    North         East    Units  Estimated Accuracy
 PU1302;SPC SD N     -   130,640.9     358,460.2     MT  (+/- 3 meters HH1 GPS) 
 PU1302
 PU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5278181206(NAD 83)
 PU1302
 PU1302                          SUPERSEDED SURVEY CONTROL
 PU1302
 PU1302  NGVD 29 (??/??/92)  912.594  (m)         2994.07   (f) ADJ UNCH    2 0
 PU1302
 PU1302.Superseded values are not recommended for survey control.
 PU1302
 PU1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1302.See file dsdata.pdf to determine how the superseded data were derived.
 PU1302
 PU1302_MARKER: DR = REFERENCE MARK DISK
 PU1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1302_STAMPING: TWILIGHT NO 1 1951
 PU1302_MARK LOGO: CGS
 PU1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1302+STABILITY: SURFACE MOTION
 PU1302
 PU1302  HISTORY     - Date     Condition        Report By
 PU1302  HISTORY     - 1951     MONUMENTED       CGS
 PU1302  HISTORY     - 1963     GOOD             CGS
 PU1302
 PU1302                          STATION DESCRIPTION
 PU1302
 PU1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1302'27.6 MI NE FROM NEWELL.
 PU1302'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1302'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU1302'ABOUT 140 YARDS EAST OF A T-JUNCTION OF ROADS, AT A Y-JUNCTION
 PU1302'OF ROADS, 80.5 FEET SOUTH AND ACROSS THE ROAD LEADING SOUTHEAST
 PU1302'FROM THE CENTERLINE OF THE EAST-WEST ROAD, 59 FEET SOUTHWEST OF
 PU1302'THE CENTERLINE OF THE ROAD LEADING SOUTHEAST, 29.8 FEET SOUTHEAST
 PU1302'OF THE STATION MARK, ABOUT LEVEL WITH THE ROAD LEADING SOUTHEAST,
 PU1302'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2357 ***********************************************************************
 PU2357  DESIGNATION -  TWIN
 PU2357  PID         -  PU2357
 PU2357  STATE/COUNTY-  SD/BUTTE
 PU2357  COUNTRY     -  US
 PU2357  USGS QUAD   -  NISLAND (2017)
 PU2357
 PU2357                         *CURRENT SURVEY CONTROL
 PU2357  ______________________________________________________________________
 PU2357* NAD 83(1996) POSITION- 44 39 22.76139(N) 103 33 30.24765(W)   ADJUSTED
 PU2357* NAVD 88 ORTHO HEIGHT -   925.    (meters)     3035.    (feet) SCALED
 PU2357  ______________________________________________________________________
 PU2357  GEOID HEIGHT    -        -15.952 (meters)                     GEOID18
 PU2357  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 PU2357  HORZ ORDER      -  SECOND
 PU2357
 PU2357.The horizontal coordinates were established by classical geodetic methods
 PU2357.and adjusted by the National Geodetic Survey in January 1998.
 PU2357
 PU2357.The orthometric height was scaled from a topographic map.
 PU2357
 PU2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2357.GEOID18 height accuracy estimate available here.
 PU2357
 PU2357.Click photographs - Photos may exist for this station.
 PU2357
 PU2357.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2357
 PU2357. The following values were computed from the NAD 83(1996) position.
 PU2357
 PU2357;                    North         East     Units Scale Factor Converg.
 PU2357;SPC SD N     -    97,653.981   317,860.452   MT  0.99996272   -2 31 06.3
 PU2357;SPC SD N     -   320,386.44  1,042,847.17   sFT  0.99996272   -2 31 06.3
 PU2357;UTM  13      - 4,945,784.089   614,297.304   MT  0.99976065   +1 00 48.0
 PU2357
 PU2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2357!SPC SD N     -   0.99985741  x   0.99996272  =   0.99982014
 PU2357!UTM  13      -   0.99985741  x   0.99976065  =   0.99961810
 PU2357
 PU2357:                Primary Azimuth Mark                     Grid Az
 PU2357:SPC SD N     -  NISLAND MUNICIPAL TANK                   017 52 10.8
 PU2357:UTM  13      -  NISLAND MUNICIPAL TANK                   014 20 16.5
 PU2357
 PU2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1429745784(NAD 83)
 PU2357
 PU2357|---------------------------------------------------------------------|
 PU2357| PID    Reference Object                     Distance      Geod. Az  |
 PU2357|                                                           dddmmss.s |
 PU2357| CQ4288 TWIN RM 1                            12.317 METERS 00005     |
 PU2357| PU2358 NISLAND MUNICIPAL TANK              APPROX. 2.2 KM 0152104.5 |
 PU2357| CQ4289 TWIN RM 2                            13.743 METERS 09050     |
 PU2357|---------------------------------------------------------------------|
 PU2357
 PU2357                          SUPERSEDED SURVEY CONTROL
 PU2357
 PU2357  NAD 83(1993)-  44 39 22.75530(N)    103 33 30.24827(W) AD(       ) 2
 PU2357  NAD 83(1986)-  44 39 22.75086(N)    103 33 30.24370(W) AD(       ) 2
 PU2357  NAD 27      -  44 39 22.80300(N)    103 33 28.54900(W) AD(       ) 2
 PU2357
 PU2357.Superseded values are not recommended for survey control.
 PU2357
 PU2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2357.See file dsdata.pdf to determine how the superseded data were derived.
 PU2357
 PU2357_MARKER: DS = TRIANGULATION STATION DISK
 PU2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2357_STAMPING: TWIN 1962
 PU2357_MARK LOGO: CGS
 PU2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2357+STABILITY: SURFACE MOTION
 PU2357
 PU2357  HISTORY     - Date     Condition        Report By
 PU2357  HISTORY     - 1962     MONUMENTED       CGS
 PU2357
 PU2357                          STATION DESCRIPTION
 PU2357
 PU2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2357'THE STATION IS 1 MILE SOUTH-SOUTHWEST OF NISLAND, 1/2 MILE SOUTH
 PU2357'OF THE BELLE FOURCHE RIVER, ON THE SUMMIT OF THE SOUTHWEST ONE OF
 PU2357'TWO BUTTES, KNOWN AS TWIN BUTTES, NEAR THE CENTER OF SECTION 18,
 PU2357'T 8 N, R 5 E, ON THE PROPERTY OF MR. HARRY PAYNE WHO RESIDES IN
 PU2357'NISLAND.
 PU2357'
 PU2357'TO REACH THE STATION FROM THE POST OFFICE IN NISLAND, DRIVE
 PU2357'EAST FOR 1/2 BLOCK, THENCE TURN RIGHT AND DRIVE SOUTH, WEST AND
 PU2357'SOUTH ON A GRAVELED ROAD FOR 0.9 MILE TO A T-ROAD INTERSECTION.
 PU2357'TURN RIGHT AND DRIVE WEST ON THE GRAVELED ROAD FOR 0.6 MILE TO
 PU2357'A WIRE GATE AND TRACK ROAD ON THE LEFT, JUST BEFORE REACHING A
 PU2357'WOODEN BRIDGE OVER A CREEK.  TURN LEFT, PASS THROUGH THE GATE,
 PU2357'THENCE DRIVE SOUTH AND SOUTHWEST ON THE TRACK ROAD FOR 0.25
 PU2357'MILE TO A CROSSING OVER AN IRRIGATION CANAL AT A CONCRETE
 PU2357'SYPHON.  CROSS THE SYPHON, TURN LEFT AND DRIVE EAST ON THE
 PU2357'FIELD ROAD FOR 0.05 MILE, THENCE BEAR LEFT AND DRIVE NORTHEAST
 PU2357'AND EAST ALONG A NARROW STRIP BETWEEN A FENCE AND THE
 PU2357'IRRIGATION CANAL FOR 0.15 MILE TO A WIRE GATE IN THE FENCE.
 PU2357'TURN RIGHT, PASS THROUGH THE GATE AND DRIVE SOUTHEAST ACROSS
 PU2357'PASTURE LANE ON DIM TRACKS FOR 0.35 MILE TO A GATE IN A
 PU2357'NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND DRIVE EAST ON
 PU2357'A TRACK ROAD FOR 0.25 MILE TO ANOTHER NORTH-SOUTH FENCE.
 PU2357'TURN LEFT AND DRIVE NORTH ALONG THE WEST SIDE OF THE FENCE FOR
 PU2357'0.15 MILE TO THE SUMMIT OF A PROMINENT BUTTE AND THE STATION.
 PU2357'
 PU2357'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU2357'STAMPED TWIN 1962.  THE SURFACE-STATION MARK IS SET IN THE TOP OF
 PU2357'A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2357'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 46.0
 PU2357'FEET WEST OF THE NORTH-SOUTH FENCE.
 PU2357'
 PU2357'REFERENCE MARK 1, A STANDARD DISK STAMPED TWIN NO 1 1962, IS SET
 PU2357'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2357'DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2357'IT IS 41.0 FEET WEST OF THE NORTH-SOUTH FENCE.
 PU2357'
 PU2357'REFERENCE MARK 2, A STANDARD DISK STAMPED TWIN NO 2 1962, IS SET
 PU2357'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 PU2357'DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 PU2357'IS 0.5 FOOT WEST OF THE NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0482 ***********************************************************************
 QT0482  DESIGNATION -  TWIN
 QT0482  PID         -  QT0482
 QT0482  STATE/COUNTY-  SD/HARDING
 QT0482  COUNTRY     -  US
 QT0482  USGS QUAD   -  HAY CREEK (2017)
 QT0482
 QT0482                         *CURRENT SURVEY CONTROL
 QT0482  ______________________________________________________________________
 QT0482* NAD 83(1996) POSITION- 45 37 45.00103(N) 103 22 34.73819(W)   ADJUSTED
 QT0482* NAVD 88 ORTHO HEIGHT -   927.    (meters)     3041.    (feet) SCALED
 QT0482  ______________________________________________________________________
 QT0482  GEOID HEIGHT    -        -16.075 (meters)                     GEOID18
 QT0482  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 QT0482  HORZ ORDER      -  SECOND
 QT0482
 QT0482.The horizontal coordinates were established by classical geodetic methods
 QT0482.and adjusted by the National Geodetic Survey in January 1998.
 QT0482
 QT0482.The orthometric height was scaled from a topographic map.
 QT0482
 QT0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0482.GEOID18 height accuracy estimate available here.
 QT0482
 QT0482.Click photographs - Photos may exist for this station.
 QT0482
 QT0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0482
 QT0482. The following values were computed from the NAD 83(1996) position.
 QT0482
 QT0482;                    North         East     Units Scale Factor Converg.
 QT0482;SPC SD N     -   205,053.099   336,796.670   MT  0.99999000   -2 23 22.4
 QT0482;SPC SD N     -   672,745.04  1,104,973.74   sFT  0.99999000   -2 23 22.4
 QT0482;UTM  13      - 5,054,128.816   626,562.501   MT  0.99979693   +1 09 38.9
 QT0482
 QT0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0482!SPC SD N     -   0.99985713  x   0.99999000  =   0.99984714
 QT0482!UTM  13      -   0.99985713  x   0.99979693  =   0.99965409
 QT0482
 QT0482:                Primary Azimuth Mark                     Grid Az
 QT0482:SPC SD N     -  TWIN AZ MK                               296 50 35.3
 QT0482:UTM  13      -  TWIN AZ MK                               293 17 34.0
 QT0482
 QT0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2656254128(NAD 83)
 QT0482
 QT0482|---------------------------------------------------------------------|
 QT0482| PID    Reference Object                     Distance      Geod. Az  |
 QT0482|                                                           dddmmss.s |
 QT0482| CQ8890 TWIN RM 1                             9.440 METERS 18112     |
 QT0482| CQ8891 TWIN RM 2                             8.449 METERS 27651     |
 QT0482| CQ8889 TWIN AZ MK                                         2942712.9 |
 QT0482|---------------------------------------------------------------------|
 QT0482
 QT0482                          SUPERSEDED SURVEY CONTROL
 QT0482
 QT0482  NAD 83(1993)-  45 37 44.99089(N)    103 22 34.73463(W) AD(       ) 2
 QT0482  NAD 83(1986)-  45 37 44.98896(N)    103 22 34.73236(W) AD(       ) 2
 QT0482  NAD 27      -  45 37 45.00200(N)    103 22 33.07100(W) AD(       ) 2
 QT0482
 QT0482.Superseded values are not recommended for survey control.
 QT0482
 QT0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0482.See file dsdata.pdf to determine how the superseded data were derived.
 QT0482
 QT0482_MARKER: DS = TRIANGULATION STATION DISK
 QT0482_SETTING: 66 = SET IN ROCK OUTCROP
 QT0482_STAMPING: TWIN 1952
 QT0482_MARK LOGO: CGS
 QT0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QT0482+STABILITY: POSITION/ELEVATION WELL
 QT0482
 QT0482  HISTORY     - Date     Condition        Report By
 QT0482  HISTORY     - 1952     MONUMENTED       CGS
 QT0482
 QT0482                          STATION DESCRIPTION
 QT0482
 QT0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0482'THE STATION IS ABOUT 9 MILES EAST-NORTHEAST OF BUFFALO, 5 MILES
 QT0482'EAST OF U.S. HIGHWAY 85, IN SECTION 10, T 19 N, R 6 E, ON THE
 QT0482'NORTHWEST ONE OF TWO BUTTES, AND 15 FEET SOUTH-SOUTHEAST OF THE
 QT0482'NORTH EDGE OF THE BUTTE.
 QT0482'
 QT0482'TO REACH THE STATION FROM THE POST OFFICE IN BUFFALO, GO NORTH
 QT0482'ON U.S. HIGHWAY 85 FOR 5.4 MILES TO A CONCRETE BRIDGE, CONTINUE
 QT0482'NORTH FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 QT0482'FOR 3.15 MILES TO A SIDE ROAD LEFT, CONTINUE EAST FOR 1.9 MILES
 QT0482'TO THE AZIMUTH MARK ON LEFT, CONTINUE EAST FOR 0.2 MILE, THEN
 QT0482'TURN RIGHT OFF ROAD AND GO SOUTH-SOUTHEAST ACROSS COUNTRY FOR
 QT0482'0.15 MILE TO BASE OF BUTTE AND END OF TRUCK TRAVEL, PACK EAST
 QT0482'UP BUTTE FOR ABOUT 50 YARDS TO TOP AND STATION.
 QT0482'
 QT0482'THE STATION MARK IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE DISK
 QT0482'IS STAMPED TWIN 1952.
 QT0482'
 QT0482'REFERENCE MARK 1 IS 10 FEET EAST OF THE NORTHWEST EDGE OF THE
 QT0482'BUTTE.  THE MARK IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE
 QT0482'DISK IS STAMPED TWIN NO 1 1952.
 QT0482'
 QT0482'REFERENCE MARK 2 IS 50 FEET NORTH OF SOUTH EDGE OF BUTTE.  THE
 QT0482'MARK IS SET FLUSH IN OUTCROPPING BEDROCK, AND THE DISK IS STAMPED
 QT0482'TWIN NO 2 1952.
 QT0482'
 QT0482'THE AZIMUTH MARK IS 20 FEET NORTH OF A TRACK ROAD, 6 FEET EAST
 QT0482'OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.
 QT0482'THE MARK PROJECTS 12 INCHES, AND THE DISK IS STAMPED TWIN 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0947 ***********************************************************************
 OR0947  DESIGNATION -  TWIN BUTTE
 OR0947  PID         -  OR0947
 OR0947  STATE/COUNTY-  SD/LYMAN
 OR0947  COUNTRY     -  US
 OR0947  USGS QUAD   -  KENNEBEC (2017)
 OR0947
 OR0947                         *CURRENT SURVEY CONTROL
 OR0947  ______________________________________________________________________
 OR0947* NAD 83(1996) POSITION- 43 57 56.14362(N) 099 49 12.09694(W)   ADJUSTED
 OR0947* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 OR0947  ______________________________________________________________________
 OR0947  GEOID HEIGHT    -        -24.950 (meters)                     GEOID18
 OR0947  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 OR0947  HORZ ORDER      -  SECOND
 OR0947
 OR0947.The horizontal coordinates were established by classical geodetic methods
 OR0947.and adjusted by the National Geodetic Survey in January 1998.
 OR0947
 OR0947.The orthometric height was scaled from a topographic map.
 OR0947
 OR0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0947.GEOID18 height accuracy estimate available here.
 OR0947
 OR0947.Click photographs - Photos may exist for this station.
 OR0947
 OR0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0947
 OR0947. The following values were computed from the NAD 83(1996) position.
 OR0947
 OR0947;                    North         East     Units Scale Factor Converg.
 OR0947;SPC SD S     -   181,459.725   641,190.792   MT  0.99992520   +0 21 14.8
 OR0947;SPC SD S     -   595,339.11  2,103,640.12   sFT  0.99992520   +0 21 14.8
 OR0947;UTM  14      - 4,868,378.432   434,217.006   MT  0.99965322   -0 34 09.5
 OR0947
 OR0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0947!SPC SD S     -   0.99991981  x   0.99992520  =   0.99984502
 OR0947!UTM  14      -   0.99991981  x   0.99965322  =   0.99957306
 OR0947
 OR0947:                Primary Azimuth Mark                     Grid Az
 OR0947:SPC SD S     -  TWIN BUTTE AZ MK                         239 17 55.0
 OR0947:UTM  14      -  TWIN BUTTE AZ MK                         240 13 19.3
 OR0947
 OR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3421768378(NAD 83)
 OR0947
 OR0947|---------------------------------------------------------------------|
 OR0947| PID    Reference Object                     Distance      Geod. Az  |
 OR0947|                                                           dddmmss.s |
 OR0947| CO4735 TWIN BUTTE RM 1                      15.343 METERS 05314     |
 OR0947| OR0927 RELIANCE ST MARY CATH CH CROSS      APPROX.20.1 KM 1181850.8 |
 OR0947| OR0926 RELIANCE MUNICIPAL TANK             APPROX.19.8 KM 1185655.7 |
 OR0947| OR0946 KENNEBEC WATER TOWER                APPROX. 7.6 KM 2061102.0 |
 OR0947| CO4734 TWIN BUTTE AZ MK                                   2393909.8 |
 OR0947| CO4736 TWIN BUTTE RM 2                       8.474 METERS 26815     |
 OR0947|---------------------------------------------------------------------|
 OR0947
 OR0947                          SUPERSEDED SURVEY CONTROL
 OR0947
 OR0947  NAD 83(1986)-  43 57 56.14163(N)    099 49 12.10114(W) AD(       ) 2
 OR0947  NAD 27      -  43 57 56.18000(N)    099 49 10.69100(W) AD(       ) 2
 OR0947
 OR0947.Superseded values are not recommended for survey control.
 OR0947
 OR0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0947.See file dsdata.pdf to determine how the superseded data were derived.
 OR0947
 OR0947_MARKER: DS = TRIANGULATION STATION DISK
 OR0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0947_STAMPING: TWIN BUTTE 1948
 OR0947_MARK LOGO: CGS
 OR0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0947+STABILITY: SURFACE MOTION
 OR0947
 OR0947  HISTORY     - Date     Condition        Report By
 OR0947  HISTORY     - 1948     MONUMENTED       CGS
 OR0947
 OR0947                          STATION DESCRIPTION
 OR0947
 OR0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0947'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF KENNEBEC ON THE
 OR0947'SOUTHWEST ONE OF TWO POINTED BUTTES KNOWN LOCALLY AS TWIN
 OR0947'BUTTES.  STATION IS 5.5 FEET NORTHEAST OF WITNESS POST.  THE
 OR0947'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TWIN
 OR0947'BUTTE 1948.
 OR0947'
 OR0947'REFERENCE MARK NO. 1 IS 50.34 FEET NORTHEAST OF STATION.
 OR0947'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TWIN
 OR0947'BUTTE NO 1 1948.
 OR0947'
 OR0947'REFERENCE MARK NO. 2 IS 27.80 FEET WEST OF STATION.  THE MARK
 OR0947'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TWIN BUTTE
 OR0947'NO 2 1948.
 OR0947'
 OR0947'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTHWEST OF STATION,
 OR0947'40 FEET NORTHEAST OF THE APPROXIMATE INTERSECTION OF T ROAD,
 OR0947'3.5 FEET WEST OF WITNESS POST AND 2 FEET NORTHEAST OF FENCECORNER.
 OR0947'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TWIN
 OR0947'BUTTE 1948.
 OR0947'
 OR0947'TO REACH FROM THE POST OFFICE AND LYMAN COUNTY COURT HOUSE IN
 OR0947'KENNEBEC GO NORTH ON MAIN STREET FOR 0.2 MILE.  TURN LEFT ON
 OR0947'CROSS STREET AND GO WEST FOR 0.2 MILE TO T INTERSECTION.
 OR0947'TURN RIGHT AND GO NORTH ON MAIN ROAD FOR 3.9 MILES TO
 OR0947'CROSSROADS.  TURN RIGHT AND GO EAST FOR 2.0 MILES TO T
 OR0947'INTERSECTION AND AZIMUTH MARK ON EAST SIDE OF ROAD AS DESCRIBED.
 OR0947'BEAR LEFT AND GO NORTHEAST ACROSS FIELD FOR 0.35 MILE TO
 OR0947'SUMMIT OF FIRST KNOLL AND STATION SITE AS DESCRIBED.
 OR0947'
 OR0947'A 47 FOOT SIGNAL AT STATION CEDAR RIVER (MO.RC) IS VISIBLE
 OR0947'FROM THE GROUND.
 OR0947'
 OR0947'A 4 FOOT SIGNAL AT STATION MEDICINE 1924 IS VISIBLE FROM THE
 OR0947'GROUND.
 OR0947'
 OR0947'A 4 FOOT SIGNAL AT STATION PRESHO 1924 IS VISIBLE FROM THE
 OR0947'GROUND.
 OR0947'
 OR0947'A 74 FOOT SIGNAL AT STATION BRULE IS VISIBLE FROM THE GROUND.
 OR0947'
 OR0947'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0280 ***********************************************************************
 QT0280  DESIGNATION -  TWINE
 QT0280  PID         -  QT0280
 QT0280  STATE/COUNTY-  SD/BUTTE
 QT0280  COUNTRY     -  US
 QT0280  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0280
 QT0280                         *CURRENT SURVEY CONTROL
 QT0280  ______________________________________________________________________
 QT0280* NAD 83(1986) POSITION- 45 00 46.     (N) 103 02 26.     (W)   SCALED
 QT0280* NAVD 88 ORTHO HEIGHT -   874.447 (meters)     2868.91  (feet) ADJUSTED
 QT0280  ______________________________________________________________________
 QT0280  GEOID HEIGHT    -        -17.158 (meters)                     GEOID18
 QT0280  DYNAMIC HEIGHT  -        874.255 (meters)     2868.28  (feet) COMP
 QT0280  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 QT0280
 QT0280  VERT ORDER      -  SECOND    CLASS 0
 QT0280
 QT0280.The horizontal coordinates were scaled from a map and have
 QT0280.an estimated accuracy of +/- 6 seconds.
 QT0280
 QT0280.The orthometric height was determined by differential leveling and
 QT0280.adjusted by the NATIONAL GEODETIC SURVEY
 QT0280.in June 1991.
 QT0280
 QT0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0280.GEOID18 height accuracy estimate available here.
 QT0280
 QT0280.Click photographs - Photos may exist for this station.
 QT0280
 QT0280.The dynamic height is computed by dividing the NAVD 88
 QT0280.geopotential number by the normal gravity value computed on the
 QT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0280.degrees latitude (g = 980.6199 gals.).
 QT0280
 QT0280.The modeled gravity was interpolated from observed gravity values.
 QT0280
 QT0280;                    North         East    Units  Estimated Accuracy
 QT0280;SPC SD N     -   135,560.      360,390.      MT  (+/- 180 meters Scaled)
 QT0280
 QT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK543862(NAD 83)
 QT0280
 QT0280                          SUPERSEDED SURVEY CONTROL
 QT0280
 QT0280  NGVD 29 (??/??/92)  873.97   (m)         2867.3    (f) COMPUTED    2 0
 QT0280
 QT0280.Superseded values are not recommended for survey control.
 QT0280
 QT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0280.See file dsdata.pdf to determine how the superseded data were derived.
 QT0280
 QT0280_MARKER: DS = TRIANGULATION STATION DISK
 QT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0280_STAMPING: TWINE 1962
 QT0280_MARK LOGO: CGS
 QT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0280+STABILITY: SURFACE MOTION
 QT0280
 QT0280  HISTORY     - Date     Condition        Report By
 QT0280  HISTORY     - 1962     MONUMENTED       CGS
 QT0280  HISTORY     - 1963     GOOD             CGS
 QT0280
 QT0280                          STATION DESCRIPTION
 QT0280
 QT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0280'31.5 MI NE FROM NEWELL.
 QT0280'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 QT0280'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 QT0280'THENCE 2.9 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 QT0280'NORTH ALONG A TRAVELED ROAD, ON THE TOP OF A LOW RIDGE, 42 FEET
 QT0280'WEST OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 QT0280'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0281 ***********************************************************************
 QT0281  DESIGNATION -  TWINE RM 1
 QT0281  PID         -  QT0281
 QT0281  STATE/COUNTY-  SD/BUTTE
 QT0281  COUNTRY     -  US
 QT0281  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0281
 QT0281                         *CURRENT SURVEY CONTROL
 QT0281  ______________________________________________________________________
 QT0281* NAD 83(1986) POSITION- 45 00 46.     (N) 103 02 26.     (W)   SCALED
 QT0281* NAVD 88 ORTHO HEIGHT -   873.953 (meters)     2867.29  (feet) ADJUSTED
 QT0281  ______________________________________________________________________
 QT0281  GEOID HEIGHT    -        -17.158 (meters)                     GEOID18
 QT0281  DYNAMIC HEIGHT  -        873.760 (meters)     2866.66  (feet) COMP
 QT0281  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 QT0281
 QT0281  VERT ORDER      -  SECOND    CLASS 0
 QT0281
 QT0281.The horizontal coordinates were scaled from a map and have
 QT0281.an estimated accuracy of +/- 6 seconds.
 QT0281
 QT0281.The orthometric height was determined by differential leveling and
 QT0281.adjusted by the NATIONAL GEODETIC SURVEY
 QT0281.in June 1991.
 QT0281
 QT0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0281.GEOID18 height accuracy estimate available here.
 QT0281
 QT0281.Click photographs - Photos may exist for this station.
 QT0281
 QT0281.The dynamic height is computed by dividing the NAVD 88
 QT0281.geopotential number by the normal gravity value computed on the
 QT0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0281.degrees latitude (g = 980.6199 gals.).
 QT0281
 QT0281.The modeled gravity was interpolated from observed gravity values.
 QT0281
 QT0281;                    North         East    Units  Estimated Accuracy
 QT0281;SPC SD N     -   135,560.      360,390.      MT  (+/- 180 meters Scaled)
 QT0281
 QT0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK543862(NAD 83)
 QT0281
 QT0281                          SUPERSEDED SURVEY CONTROL
 QT0281
 QT0281  NGVD 29 (??/??/92)  873.48   (m)         2865.7    (f) COMPUTED    2 0
 QT0281
 QT0281.Superseded values are not recommended for survey control.
 QT0281
 QT0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0281.See file dsdata.pdf to determine how the superseded data were derived.
 QT0281
 QT0281_MARKER: DR = REFERENCE MARK DISK
 QT0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0281_STAMPING: TWINE NO 1 1962
 QT0281_MARK LOGO: CGS
 QT0281_PROJECTION: PROJECTING 5 CENTIMETERS
 QT0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0281+STABILITY: SURFACE MOTION
 QT0281
 QT0281  HISTORY     - Date     Condition        Report By
 QT0281  HISTORY     - 1962     MONUMENTED       CGS
 QT0281  HISTORY     - 1963     GOOD             CGS
 QT0281
 QT0281                          STATION DESCRIPTION
 QT0281
 QT0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0281'31.5 MI NE FROM NEWELL.
 QT0281'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 QT0281'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 QT0281'THENCE 2.9 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 QT0281'NORTH ALONG A GRAVELED ROAD, ON THE TOP OF A LOW RIDGE, 42 FEET
 QT0281'WEST OF THE CENTERLINE OF THE ROAD, 42.6 FEET NORTH OF THE
 QT0281'STATION MARK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 QT0281'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0279 ***********************************************************************
 QT0279  DESIGNATION -  TWINE RM 2
 QT0279  PID         -  QT0279
 QT0279  STATE/COUNTY-  SD/BUTTE
 QT0279  COUNTRY     -  US
 QT0279  USGS QUAD   -  TOMATO CAN BUTTES (2017)
 QT0279
 QT0279                         *CURRENT SURVEY CONTROL
 QT0279  ______________________________________________________________________
 QT0279* NAD 83(1986) POSITION- 45 00 46.     (N) 103 02 26.     (W)   SCALED
 QT0279* NAVD 88 ORTHO HEIGHT -   874.293 (meters)     2868.41  (feet) ADJUSTED
 QT0279  ______________________________________________________________________
 QT0279  GEOID HEIGHT    -        -17.158 (meters)                     GEOID18
 QT0279  DYNAMIC HEIGHT  -        874.100 (meters)     2867.78  (feet) COMP
 QT0279  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 QT0279
 QT0279  VERT ORDER      -  SECOND    CLASS 0
 QT0279
 QT0279.The horizontal coordinates were scaled from a map and have
 QT0279.an estimated accuracy of +/- 6 seconds.
 QT0279
 QT0279.The orthometric height was determined by differential leveling and
 QT0279.adjusted by the NATIONAL GEODETIC SURVEY
 QT0279.in June 1991.
 QT0279
 QT0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0279.GEOID18 height accuracy estimate available here.
 QT0279
 QT0279.Click photographs - Photos may exist for this station.
 QT0279
 QT0279.The dynamic height is computed by dividing the NAVD 88
 QT0279.geopotential number by the normal gravity value computed on the
 QT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0279.degrees latitude (g = 980.6199 gals.).
 QT0279
 QT0279.The modeled gravity was interpolated from observed gravity values.
 QT0279
 QT0279;                    North         East    Units  Estimated Accuracy
 QT0279;SPC SD N     -   135,560.      360,390.      MT  (+/- 180 meters Scaled)
 QT0279
 QT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK543862(NAD 83)
 QT0279
 QT0279                          SUPERSEDED SURVEY CONTROL
 QT0279
 QT0279  NGVD 29 (??/??/92)  873.82   (m)         2866.9    (f) COMPUTED    2 0
 QT0279
 QT0279.Superseded values are not recommended for survey control.
 QT0279
 QT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0279.See file dsdata.pdf to determine how the superseded data were derived.
 QT0279
 QT0279_MARKER: DR = REFERENCE MARK DISK
 QT0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0279_STAMPING: TWINE NO 2 1962
 QT0279_MARK LOGO: CGS
 QT0279_PROJECTION: PROJECTING 8 CENTIMETERS
 QT0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0279+STABILITY: SURFACE MOTION
 QT0279
 QT0279  HISTORY     - Date     Condition        Report By
 QT0279  HISTORY     - 1962     MONUMENTED       CGS
 QT0279  HISTORY     - 1963     GOOD             CGS
 QT0279
 QT0279                          STATION DESCRIPTION
 QT0279
 QT0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0279'31.5 MI NE FROM NEWELL.
 QT0279'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 QT0279'SCHOOL AT NEWELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED ROAD,
 QT0279'THENCE 2.9 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.0
 QT0279'MILE NORTH ALONG A GRAVELED ROAD, ON THE TOP OF A LOW RIDGE,
 QT0279'42 FEET WEST OF THE CENTERLINE OF THE ROAD, 40.3 FEET SOUTH OF
 QT0279'THE STATION MARK, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 QT0279'OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0064 ***********************************************************************
 NM0064  DESIGNATION -  TWO POINT LAKE
 NM0064  PID         -  NM0064
 NM0064  STATE/COUNTY-  SD/UNION
 NM0064  COUNTRY     -  US
 NM0064  USGS QUAD   -  JEFFERSON (2017)
 NM0064
 NM0064                         *CURRENT SURVEY CONTROL
 NM0064  ______________________________________________________________________
 NM0064* NAD 83(1986) POSITION- 42 30 32.     (N) 096 31 04.     (W)   SCALED
 NM0064* NAVD 88 ORTHO HEIGHT -   337.539 (meters)     1107.41  (feet) ADJUSTED
 NM0064  ______________________________________________________________________
 NM0064  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 NM0064  DYNAMIC HEIGHT  -        337.432 (meters)     1107.06  (feet) COMP
 NM0064  MODELED GRAVITY -    980,294.3   (mgal)                       NAVD 88
 NM0064
 NM0064  VERT ORDER      -  SECOND    CLASS 0
 NM0064
 NM0064.The horizontal coordinates were scaled from a map and have
 NM0064.an estimated accuracy of +/- 6 seconds.
 NM0064
 NM0064.The orthometric height was determined by differential leveling and
 NM0064.adjusted by the NATIONAL GEODETIC SURVEY
 NM0064.in June 1991.
 NM0064
 NM0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0064.GEOID18 height accuracy estimate available here.
 NM0064
 NM0064.Click photographs - Photos may exist for this station.
 NM0064
 NM0064.The dynamic height is computed by dividing the NAVD 88
 NM0064.geopotential number by the normal gravity value computed on the
 NM0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0064.degrees latitude (g = 980.6199 gals.).
 NM0064
 NM0064.The modeled gravity was interpolated from observed gravity values.
 NM0064
 NM0064;                    North         East    Units  Estimated Accuracy
 NM0064;SPC SD S     -    26,710.      913,510.      MT  (+/- 180 meters Scaled)
 NM0064
 NM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN039092(NAD 83)
 NM0064
 NM0064                          SUPERSEDED SURVEY CONTROL
 NM0064
 NM0064.No superseded survey control is available for this station.
 NM0064
 NM0064_MARKER: DD = SURVEY DISK
 NM0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0064_STAMPING: TWO POINT-LAKE
 NM0064_PROJECTION: RECESSED 30 CENTIMETERS
 NM0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0064+STABILITY: SURFACE MOTION
 NM0064
 NM0064  HISTORY     - Date     Condition        Report By
 NM0064  HISTORY     - UNK      MONUMENTED       USACE
 NM0064  HISTORY     - 1948     GOOD             CGS
 NM0064
 NM0064                          STATION DESCRIPTION
 NM0064
 NM0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0064'3.6 MI SW FROM RIVERSIDE.
 NM0064'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0064'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.7
 NM0064'MILE SOUTHERLY ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG
 NM0064'A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD,
 NM0064'THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.2 MILE
 NM0064'SOUTHWEST ALONG A GRAVEL AND DIRT ROAD, ON TOP OF THE SOUTHEAST
 NM0064'BANK OF THE MC COOK LAKE BOTTOM WHICH IS NOW UNDER CULTIVATION,
 NM0064'AT THE WEST SIDE OF A CULTIVATED FIELD, 51.0 FEET NORTHEAST
 NM0064'OF A 3.0 FOOT ELM TREE MARKED WITH A WHITE BOARD, 40.0 FEET
 NM0064'SOUTH OF AN 8 INCH ELM TREE MARKED WITH A WHITE BOARD, 16.0
 NM0064'FEET EAST OF A 1.0 FOOT ELM TREE MARKED WITH A WHITE BOARD, 12.0
 NM0064'FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD, A 1.5 INCH
 NM0064'COPPER DISK SET IN THE TOP OF A CONCRETE POST 1.0 FOOT BELOW
 NM0064'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0477 ***********************************************************************
 QT0477  DESIGNATION -  TWO TOP
 QT0477  PID         -  QT0477
 QT0477  STATE/COUNTY-  SD/HARDING
 QT0477  COUNTRY     -  US
 QT0477  USGS QUAD   -  REVA NW (2017)
 QT0477
 QT0477                         *CURRENT SURVEY CONTROL
 QT0477  ______________________________________________________________________
 QT0477* NAD 83(1996) POSITION- 45 44 53.50288(N) 103 13 24.24338(W)   ADJUSTED
 QT0477* NAVD 88 ORTHO HEIGHT -   991.    (meters)     3251.    (feet) SCALED
 QT0477  ______________________________________________________________________
 QT0477  GEOID HEIGHT    -        -16.263 (meters)                     GEOID18
 QT0477  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 QT0477  HORZ ORDER      -  THIRD
 QT0477
 QT0477.The horizontal coordinates were established by classical geodetic methods
 QT0477.and adjusted by the National Geodetic Survey in January 1998.
 QT0477
 QT0477.The orthometric height was scaled from a topographic map.
 QT0477
 QT0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0477.GEOID18 height accuracy estimate available here.
 QT0477
 QT0477.Click photographs - Photos may exist for this station.
 QT0477
 QT0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0477
 QT0477. The following values were computed from the NAD 83(1996) position.
 QT0477
 QT0477;                    North         East     Units Scale Factor Converg.
 QT0477;SPC SD N     -   217,786.154   349,237.457   MT  1.00001317   -2 16 52.8
 QT0477;SPC SD N     -   714,520.07  1,145,789.89   sFT  1.00001317   -2 16 52.8
 QT0477;UTM  13      - 5,067,605.705   638,188.320   MT  0.99983477   +1 16 21.9
 QT0477
 QT0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0477!SPC SD N     -   0.99984713  x   1.00001317  =   0.99986030
 QT0477!UTM  13      -   0.99984713  x   0.99983477  =   0.99968193
 QT0477
 QT0477:                Primary Azimuth Mark                     Grid Az
 QT0477:SPC SD N     -  TWO TOP AZ MK                            310 46 05.2
 QT0477:UTM  13      -  TWO TOP AZ MK                            307 12 50.5
 QT0477
 QT0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3818867605(NAD 83)
 QT0477
 QT0477|---------------------------------------------------------------------|
 QT0477| PID    Reference Object                     Distance      Geod. Az  |
 QT0477|                                                           dddmmss.s |
 QT0477| CQ8903 TWO TOP RM 1                         10.762 METERS 09422     |
 QT0477| CQ8902 TWO TOP AZ MK                                      3082912.4 |
 QT0477| CQ8904 TWO TOP RM 2                         11.682 METERS 35841     |
 QT0477|---------------------------------------------------------------------|
 QT0477
 QT0477                          SUPERSEDED SURVEY CONTROL
 QT0477
 QT0477  NAD 83(1993)-  45 44 53.49149(N)    103 13 24.24005(W) AD(       ) 3
 QT0477  NAD 83(1986)-  45 44 53.48960(N)    103 13 24.23874(W) AD(       ) 3
 QT0477  NAD 27      -  45 44 53.49000(N)    103 13 22.60700(W) AD(       ) 3
 QT0477
 QT0477.Superseded values are not recommended for survey control.
 QT0477
 QT0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0477.See file dsdata.pdf to determine how the superseded data were derived.
 QT0477
 QT0477_MARKER: DS = TRIANGULATION STATION DISK
 QT0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0477_STAMPING: TWO TOP 1952
 QT0477_MARK LOGO: CGS
 QT0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0477+STABILITY: SURFACE MOTION
 QT0477
 QT0477  HISTORY     - Date     Condition        Report By
 QT0477  HISTORY     - 1952     MONUMENTED       CGS
 QT0477
 QT0477                          STATION DESCRIPTION
 QT0477
 QT0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0477'THE STATION IS IN SECTION 26, T 21 N, R 7 E, ON THE SUMMIT OF A
 QT0477'HIGH BUTTE KNOWN AS TWO TOP BUTTE, ON LAND OWNED BY THE COUNTY,
 QT0477'ABOUT 7-1/4 MILES EAST AND 5-3/4 MILES SOUTH OF LUDLOW, 7-3/4
 QT0477'MILES WEST AND 1-3/4 MILES SOUTH OF THE SMALL SETTLEMENT OF RALPH
 QT0477'AND 5 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QT0477'
 QT0477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND A
 QT0477'CROSS ROAD JUST SOUTH OF THE POST OFFICE IN LUDLOW, GO EAST ON
 QT0477'A GRAVELED ROAD FOR 3.1 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 QT0477'RIGHT AND GO SOUTH AND EAST ON THE MAIN ROAD FOR 7.15 MILES
 QT0477'TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE SOUTHEAST AND SOUTH
 QT0477'ON THE MAIN ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT
 QT0477'AS DESCRIBED BELOW, CONTINUE FOR 0.2 MILE TO A Y-JUNCTION,
 QT0477'THENCE LEFT FOR 0.05 MILE TO AN ANGLING CROSS ROAD, CONTINUE
 QT0477'STRAIGHT AHEAD ON A BLADED ROAD FOR 0.65 MILE, TURN RIGHT
 QT0477'ACROSS PASTURE LAND AND GO FOR 0.4 MILE TO THE BASE OF THE
 QT0477'BUTTE AND THE END OF TRUCK TRAVEL.  PACK SOUTHERLY FOR 0.1
 QT0477'MILE TO THE TOP AND STATION.  NOTE--A FOUR-WHEEL DRIVE
 QT0477'TRUCK CAN BE DRIVEN UP TO THE TOP FROM THE NORTH SIDE OF THE
 QT0477'BUTTE.
 QT0477'
 QT0477'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED TWO
 QT0477'TOP 1952.
 QT0477'
 QT0477'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED TWO
 QT0477'TOP NO 1 1952.
 QT0477'
 QT0477'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED TWO
 QT0477'TOP NO 2 1952.
 QT0477'
 QT0477'THE AZIMUTH MARK IS 41 FEET EAST OF THE CENTER OF THE ROAD AND
 QT0477'2.5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 QT0477'PROJECTS 6 INCHES AND THE DISK IS STAMPED TWO TOP 1952.
 QT0477'
 QT0477'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1770 ***********************************************************************
 PU1770  DESIGNATION -  TYE
 PU1770  PID         -  PU1770
 PU1770  STATE/COUNTY-  SD/BUTTE
 PU1770  COUNTRY     -  US
 PU1770  USGS QUAD   -  MUD BUTTES (2017)
 PU1770
 PU1770                         *CURRENT SURVEY CONTROL
 PU1770  ______________________________________________________________________
 PU1770* NAD 83(1996) POSITION- 44 46 55.04102(N) 103 51 06.34324(W)   ADJUSTED
 PU1770* NAVD 88 ORTHO HEIGHT -   980.202 (meters)     3215.88  (feet) ADJUSTED
 PU1770  ______________________________________________________________________
 PU1770  GEOID HEIGHT    -        -15.564 (meters)                     GEOID18
 PU1770  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 PU1770  DYNAMIC HEIGHT  -        979.937 (meters)     3215.01  (feet) COMP
 PU1770  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 PU1770
 PU1770  HORZ ORDER      -  THIRD
 PU1770  VERT ORDER      -  FIRST     CLASS II
 PU1770
 PU1770.The horizontal coordinates were established by classical geodetic methods
 PU1770.and adjusted by the National Geodetic Survey in January 1998.
 PU1770
 PU1770.The orthometric height was determined by differential leveling and
 PU1770.adjusted by the NATIONAL GEODETIC SURVEY
 PU1770.in April 2000.
 PU1770
 PU1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1770.GEOID18 height accuracy estimate available here.
 PU1770
 PU1770.Click photographs - Photos may exist for this station.
 PU1770
 PU1770.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1770
 PU1770.The dynamic height is computed by dividing the NAVD 88
 PU1770.geopotential number by the normal gravity value computed on the
 PU1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1770.degrees latitude (g = 980.6199 gals.).
 PU1770
 PU1770.The modeled gravity was interpolated from observed gravity values.
 PU1770
 PU1770. The following values were computed from the NAD 83(1996) position.
 PU1770
 PU1770;                    North         East     Units Scale Factor Converg.
 PU1770;SPC SD N     -   112,663.223   295,281.308   MT  0.99995010   -2 43 33.7
 PU1770;SPC SD N     -   369,629.26    968,768.76   sFT  0.99995010   -2 43 33.7
 PU1770;UTM  13      - 4,959,370.158   590,841.357   MT  0.99970147   +0 48 32.0
 PU1770
 PU1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1770!SPC SD N     -   0.99984878  x   0.99995010  =   0.99979888
 PU1770!UTM  13      -   0.99984878  x   0.99970147  =   0.99955029
 PU1770
 PU1770:                Primary Azimuth Mark                     Grid Az
 PU1770:SPC SD N     -  HANIFY                                   134 46 41.0
 PU1770:UTM  13      -  HANIFY                                   131 14 35.3
 PU1770
 PU1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9084159370(NAD 83)
 PU1770
 PU1770|---------------------------------------------------------------------|
 PU1770| PID    Reference Object                     Distance      Geod. Az  |
 PU1770|                                                           dddmmss.s |
 PU1770| PU1773 TYE RM 3                              9.781 METERS 10427     |
 PU1770| PU2388 HANIFY                              APPROX. 2.2 KM 1320307.3 |
 PU1770| PU1771 TYE RM 2                             32.226 METERS 28128     |
 PU1770| PU1772 TYE RM 1                             32.654 METERS 35801     |
 PU1770|---------------------------------------------------------------------|
 PU1770
 PU1770                          SUPERSEDED SURVEY CONTROL
 PU1770
 PU1770  NAD 83(1993)-  44 46 55.03618(N)    103 51 06.34403(W) AD(       ) 3
 PU1770  NAD 83(1986)-  44 46 55.02963(N)    103 51 06.33815(W) AD(       ) 3
 PU1770  NAD 27      -  44 46 55.08580(N)    103 51 04.60060(W) AD(       ) 3
 PU1770  NAVD 88 (06/15/91)  980.186  (m)         3215.83   (f) SUPERSEDED  1 2
 PU1770  NGVD 29 (??/??/92)  979.706  (m)         3214.25   (f) ADJ UNCH    1 2
 PU1770  NGVD 29             979.71   (m)         3214.3    (f) LEVELING    3  
 PU1770
 PU1770.Superseded values are not recommended for survey control.
 PU1770
 PU1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1770.See file dsdata.pdf to determine how the superseded data were derived.
 PU1770
 PU1770_MARKER: DS = TRIANGULATION STATION DISK
 PU1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1770_STAMPING: TYE 1962
 PU1770_MARK LOGO: CGS
 PU1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1770+STABILITY: SURFACE MOTION
 PU1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1770+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1770
 PU1770  HISTORY     - Date     Condition        Report By
 PU1770  HISTORY     - 1962     MONUMENTED       CGS
 PU1770  HISTORY     - 1962     GOOD             CGS
 PU1770  HISTORY     - 1966     GOOD             CGS
 PU1770  HISTORY     - 19980920 GOOD             NGS
 PU1770
 PU1770                          STATION DESCRIPTION
 PU1770
 PU1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1770'THE STATION IS 8 MILES NORTH OF BELLE FOURCHE, ON THE EAST
 PU1770'RIGHT-OF-WAY OF U.S. HIGHWAY 85.
 PU1770'
 PU1770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND 812
 PU1770'IN THE NORTH EDGE OF BELLE FOURCHE, GO NORTH ON HIGHWAY 85
 PU1770'FOR 5.2 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTH ON HIGHWAY
 PU1770'85 FOR 1.7 MILES TO THE TOP OF THE RIDGE AND THE STATION,
 PU1770'ON THE EAST SIDE OF THE HIGHWAY.
 PU1770'
 PU1770'STATION MARKS ARE STANDARD DISKS STAMPED TYE 1962.  THE
 PU1770'SURFACE DISK IS SET IN A CONCRETE CYLINDER WHICH PROJECTS 4
 PU1770'INCHES.  IT IS 51 FEET EAST OF THE CENTER LINE OF HIGHWAY
 PU1770'85, 12 FEET WEST OF A FENCE, 5 FEET SOUTHEAST OF A POWER POLE
 PU1770'AND 4 FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 PU1770'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 50 INCHES BELOW
 PU1770'THE SURFACE OF THE GROUND.
 PU1770'
 PU1770'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TYE NO 1 1962,
 PU1770'IS SET IN A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 PU1770'GROUND.  IT IS 34 FEET EAST OF THE CENTER LINE OF HIGHWAY
 PU1770'85, 19 FEET WEST OF A FENCE AND 2.5 FEET SOUTH OF A POWER
 PU1770'POLE.
 PU1770'
 PU1770'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TYE NO 2 1962,
 PU1770'IS SET IN A CONCRETE CYLINDER WHICH PROJECTS 8 INCHES.  IT IS
 PU1770'55 FEET WEST OF THE CENTER LINE OF HIGHWAY 85 AND 1.5 FEET
 PU1770'EAST OF A FENCE.
 PU1770'
 PU1770'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 PU1770
 PU1770                          STATION RECOVERY (1962)
 PU1770
 PU1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1770'7.8 MI N FROM BELLE FOURCHE.
 PU1770'ABOUT 7.85 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1770'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE CREST OF
 PU1770'A HILL IN SECTION 35, T 10 N, R 2 E, 51 FEET EAST OF THE CENTER
 PU1770'LINE OF THE HIGHWAY, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 12 FEET
 PU1770'WEST OF A FENCE, 4.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 PU1770'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1770'PROJECTING 2-INCHES.
 PU1770
 PU1770                          STATION RECOVERY (1966)
 PU1770
 PU1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PU1770'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 PU1770'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 PU1770'ADEQUATE FOR RECOVERY.
 PU1770'
 PU1770'REFERENCE MARK NO. 2 WAS DESTROYED WHEN U.S. HIGHWAY 85 WAS
 PU1770'WIDENED.
 PU1770'
 PU1770'THE STATION IS ABOUT 150 FEET EAST OF NEW U.S. HIGHWAY 85.
 PU1770'
 PU1770'REFERENCE MARK NO. 3 WAS SET.
 PU1770'
 PU1770'FOLLOWING ARE NOTES FOR REFERENCE MARK NO. 3.
 PU1770'
 PU1770'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TYE NO 3 1962,
 PU1770'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 PU1770'INCHES.  IT IS 19.5 FEET EAST OF A NORTH-SOUTH FENCE AND 16 FEET
 PU1770'WEST OF A POWERLINE POLE.
 PU1770'
 PU1770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 PU1770'NORTH OF BELLE FOURCHE.
 PU1770
 PU1770                          STATION RECOVERY (1998)
 PU1770
 PU1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1770'11.2 KM (6.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1770'U.S. HIGHWAY 212 IN BELLE FOURCHE, 702.0 M (2303.1 FT) SOUTH OF
 PU1770'MILEPOST 64, 76.1 M (249.7 FT) EAST OF THE HIGHWAY CENTERLINE, 47.2 M
 PU1770'(154.9 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 32.8 M (107.6 FT)
 PU1770'SOUTH OF REFERENCE MARK 1, 14.4 M (47.2 FT) WEST OF A UTILITY POLE,
 PU1770'14.1 M (46.3 FT) EAST OF THE CENTER OF AN OLD ROAD GRADE, 10.5 M (34.4
 PU1770'FT) NORTHWEST OF A VERTICAL RAILROAD TIE WITH A WITNESS SIGN ATTACHED,
 PU1770'9.7 M (31.8 FT) WEST OF REFERENCE MARK 3, 0.3 M (1.0 FT) EAST OF A
 PU1770'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 PU1770'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 PU1770'MONUMENT IS ON PROPERTY OWNED BY MAURICE HANIFY, HC 69, BOX 38, BELLE
 PU1770'FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1772 ***********************************************************************
 PU1772  DESIGNATION -  TYE RM 1
 PU1772  PID         -  PU1772
 PU1772  STATE/COUNTY-  SD/BUTTE
 PU1772  COUNTRY     -  US
 PU1772  USGS QUAD   -  MUD BUTTES (2017)
 PU1772
 PU1772                         *CURRENT SURVEY CONTROL
 PU1772  ______________________________________________________________________
 PU1772* NAD 83(1986) POSITION- 44 46 56.10   (N) 103 51 06.39   (W)   HD_HELD1
 PU1772* NAVD 88 ORTHO HEIGHT -   979.023 (meters)     3212.01  (feet) ADJUSTED
 PU1772  ______________________________________________________________________
 PU1772  GEOID HEIGHT    -        -15.564 (meters)                     GEOID18
 PU1772  DYNAMIC HEIGHT  -        978.758 (meters)     3211.14  (feet) COMP
 PU1772  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 PU1772
 PU1772  VERT ORDER      -  FIRST     CLASS II
 PU1772
 PU1772.The horizontal coordinates were determined by differentially corrected
 PU1772.hand held GPS observations or other comparable positioning techniques
 PU1772.and have an estimated accuracy of +/- 3 meters.
 PU1772
 PU1772.The orthometric height was determined by differential leveling and
 PU1772.adjusted by the NATIONAL GEODETIC SURVEY
 PU1772.in April 2000.
 PU1772
 PU1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1772.GEOID18 height accuracy estimate available here.
 PU1772
 PU1772.Click photographs - Photos may exist for this station.
 PU1772
 PU1772.The dynamic height is computed by dividing the NAVD 88
 PU1772.geopotential number by the normal gravity value computed on the
 PU1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1772.degrees latitude (g = 980.6199 gals.).
 PU1772
 PU1772.The modeled gravity was interpolated from observed gravity values.
 PU1772
 PU1772;                    North         East    Units  Estimated Accuracy
 PU1772;SPC SD N     -   112,695.9     295,281.8     MT  (+/- 3 meters HH1 GPS) 
 PU1772
 PU1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9083959402(NAD 83)
 PU1772
 PU1772                          SUPERSEDED SURVEY CONTROL
 PU1772
 PU1772  NAVD 88 (06/15/91)  979.016  (m)         3211.99   (f) SUPERSEDED  1 2
 PU1772  NGVD 29 (??/??/92)  978.535  (m)         3210.41   (f) ADJ UNCH    1 2
 PU1772
 PU1772.Superseded values are not recommended for survey control.
 PU1772
 PU1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1772.See file dsdata.pdf to determine how the superseded data were derived.
 PU1772
 PU1772_MARKER: DR = REFERENCE MARK DISK
 PU1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1772_STAMPING: TYE NO 1 1962
 PU1772_MARK LOGO: CGS
 PU1772_PROJECTION: FLUSH
 PU1772_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1772+STABILITY: SURFACE MOTION
 PU1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1772+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1772
 PU1772  HISTORY     - Date     Condition        Report By
 PU1772  HISTORY     - 1962     MONUMENTED       CGS
 PU1772  HISTORY     - 19980920 GOOD             NGS
 PU1772
 PU1772                          STATION DESCRIPTION
 PU1772
 PU1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1772'7.8 MI N FROM BELLE FOURCHE.
 PU1772'ABOUT 7.85 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1772'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE CREST OF A
 PU1772'HILL IN SECTION 35, T 10 N, R 2 E, 34 FEET EAST OF THE CENTER
 PU1772'LINE OF THE HIGHWAY, 19 FEET WEST OF A FENCE, 2 1/2 FEET SOUTH OF
 PU1772'A TELEPHONE POLE, 107.3 FEET NORTH-NORTHWEST OF TYE 1962, ABOUT 1
 PU1772'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PU1772'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 PU1772
 PU1772                          STATION RECOVERY (1998)
 PU1772
 PU1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1772'11.2 KM (6.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1772'U.S. HIGHWAY 212 IN BELLE FOURCHE, 702.0 M (2303.1 FT) SOUTH OF
 PU1772'MILEPOST 64, 71.4 M (234.3 FT) EAST OF THE HIGHWAY CENTERLINE, 38.3 M
 PU1772'(125.7 FT) NORTHWEST OF A UTILITY POLE, 32.8 M (107.6 FT) NORTH OF THE
 PU1772'STATION MARK, 9.4 M (30.8 FT) EAST OF THE CENTER OF AN OLD HIGHWAY
 PU1772'GRADE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE GRADE, AND THE MONUMENT
 PU1772'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 PU1772'IS ON PROPERTY OWNED BY MAURICE HANIFY, HC 69, BOX 38, BELLE FOURCHE,
 PU1772'SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1771 ***********************************************************************
 PU1771  DESIGNATION -  TYE RM 2
 PU1771  PID         -  PU1771
 PU1771  STATE/COUNTY-  SD/BUTTE
 PU1771  COUNTRY     -  US
 PU1771  USGS QUAD   -  MUD BUTTES (2017)
 PU1771
 PU1771                         *CURRENT SURVEY CONTROL
 PU1771  ______________________________________________________________________
 PU1771* NAD 83(1986) POSITION- 44 46 55.25   (N) 103 51 07.78   (W)   HD_HELD1
 PU1771* NAVD 88 ORTHO HEIGHT -   981.422 (meters)     3219.88  (feet) ADJUSTED
 PU1771  ______________________________________________________________________
 PU1771  GEOID HEIGHT    -        -15.563 (meters)                     GEOID18
 PU1771  DYNAMIC HEIGHT  -        981.156 (meters)     3219.01  (feet) COMP
 PU1771  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 PU1771
 PU1771  VERT ORDER      -  FIRST     CLASS II
 PU1771
 PU1771.The horizontal coordinates were determined by differentially corrected
 PU1771.hand held GPS observations or other comparable positioning techniques
 PU1771.and have an estimated accuracy of +/- 3 meters.
 PU1771
 PU1771.The orthometric height was determined by differential leveling and
 PU1771.adjusted by the NATIONAL GEODETIC SURVEY
 PU1771.in June 1991.
 PU1771
 PU1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1771.GEOID18 height accuracy estimate available here.
 PU1771
 PU1771.Click photographs - Photos may exist for this station.
 PU1771
 PU1771.The dynamic height is computed by dividing the NAVD 88
 PU1771.geopotential number by the normal gravity value computed on the
 PU1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1771.degrees latitude (g = 980.6199 gals.).
 PU1771
 PU1771.The modeled gravity was interpolated from observed gravity values.
 PU1771
 PU1771;                    North         East    Units  Estimated Accuracy
 PU1771;SPC SD N     -   112,671.2     295,250.1     MT  (+/- 3 meters HH1 GPS) 
 PU1771
 PU1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9080959376(NAD 83)
 PU1771
 PU1771                          SUPERSEDED SURVEY CONTROL
 PU1771
 PU1771  NGVD 29 (??/??/92)  980.941  (m)         3218.30   (f) ADJ UNCH    1 2
 PU1771
 PU1771.Superseded values are not recommended for survey control.
 PU1771
 PU1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1771.See file dsdata.pdf to determine how the superseded data were derived.
 PU1771
 PU1771_MARKER: DR = REFERENCE MARK DISK
 PU1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1771_STAMPING: TYE NO 2 1962
 PU1771_MARK LOGO: CGS
 PU1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1771+STABILITY: SURFACE MOTION
 PU1771
 PU1771  HISTORY     - Date     Condition        Report By
 PU1771  HISTORY     - 1962     MONUMENTED       CGS
 PU1771
 PU1771                          STATION DESCRIPTION
 PU1771
 PU1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PU1771'7.8 MI N FROM BELLE FOURCHE.
 PU1771'ABOUT 7.85 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1771'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE CREST OF A
 PU1771'HILL IN SECTION 35, T 10 N, R 2 E, 55 FEET WEST OF THE CENTER
 PU1771'LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF A FENCE, 106.2 FEET WEST
 PU1771'AND ACROSS THE HIGHWAY FROM TYE 1962, ABOUT 3 FEET BELOW THE
 PU1771'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1771'PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1773 ***********************************************************************
 PU1773  DESIGNATION -  TYE RM 3
 PU1773  PID         -  PU1773
 PU1773  STATE/COUNTY-  SD/BUTTE
 PU1773  COUNTRY     -  US
 PU1773  USGS QUAD   -  MUD BUTTES (2017)
 PU1773
 PU1773                         *CURRENT SURVEY CONTROL
 PU1773  ______________________________________________________________________
 PU1773* NAD 83(1986) POSITION- 44 46 54.96   (N) 103 51 05.91   (W)   HD_HELD1
 PU1773* NAVD 88 ORTHO HEIGHT -   980.056 (meters)     3215.40  (feet) ADJUSTED
 PU1773  ______________________________________________________________________
 PU1773  GEOID HEIGHT    -        -15.564 (meters)                     GEOID18
 PU1773  DYNAMIC HEIGHT  -        979.792 (meters)     3214.53  (feet) COMP
 PU1773  MODELED GRAVITY -    980,313.5   (mgal)                       NAVD 88
 PU1773
 PU1773  VERT ORDER      -  FIRST     CLASS II
 PU1773
 PU1773.The horizontal coordinates were determined by differentially corrected
 PU1773.hand held GPS observations or other comparable positioning techniques
 PU1773.and have an estimated accuracy of +/- 3 meters.
 PU1773
 PU1773.The orthometric height was determined by differential leveling and
 PU1773.adjusted by the NATIONAL GEODETIC SURVEY
 PU1773.in April 2000.
 PU1773
 PU1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1773.GEOID18 height accuracy estimate available here.
 PU1773
 PU1773.Click photographs - Photos may exist for this station.
 PU1773
 PU1773.The dynamic height is computed by dividing the NAVD 88
 PU1773.geopotential number by the normal gravity value computed on the
 PU1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1773.degrees latitude (g = 980.6199 gals.).
 PU1773
 PU1773.The modeled gravity was interpolated from observed gravity values.
 PU1773
 PU1773;                    North         East    Units  Estimated Accuracy
 PU1773;SPC SD N     -   112,660.3     295,290.7     MT  (+/- 3 meters HH1 GPS) 
 PU1773
 PU1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9085059367(NAD 83)
 PU1773
 PU1773                          SUPERSEDED SURVEY CONTROL
 PU1773
 PU1773  NAVD 88 (04/17/07)  980.017  (m)         3215.27   (f) SUPERSEDED  3 0
 PU1773
 PU1773.Superseded values are not recommended for survey control.
 PU1773
 PU1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1773.See file dsdata.pdf to determine how the superseded data were derived.
 PU1773
 PU1773_MARKER: DR = REFERENCE MARK DISK
 PU1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1773_STAMPING: TYE NO. 3 1962
 PU1773_MARK LOGO: CGS
 PU1773_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1773+STABILITY: SURFACE MOTION
 PU1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1773+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1773
 PU1773  HISTORY     - Date     Condition        Report By
 PU1773  HISTORY     - 1966     MONUMENTED       CGS
 PU1773  HISTORY     - 1966     GOOD             CGS
 PU1773  HISTORY     - 19980920 GOOD             NGS
 PU1773
 PU1773                          STATION DESCRIPTION
 PU1773
 PU1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PU1773'7.8 MI N FROM BELLE FOURCHE.
 PU1773'ABOUT 7.85 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1773'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, ON THE CREST
 PU1773'OF A HILL IN SECTION 35, T 10 N, R 2 E, ABOUT 180 FEET EAST OF NEW
 PU1773'U.S. HIGWHAY 85, 19.5 FEET EAST OF A NORTH-SOUTH FENCE, 16 FEET
 PU1773'WEST OF A POWERLINE POLE, AND SET IN THE TOP OF A ROUND CONCRETE
 PU1773'POST WHICH PROJECTS 3 INCHES.  NOTE--YEAR STAMPED ON DISK IS 1962,
 PU1773'BUT IT WAS ACTUALLY SET IN 1966.
 PU1773
 PU1773                          STATION RECOVERY (1998)
 PU1773
 PU1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1773'11.2 KM (6.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1773'U.S. HIGHWAY 212 IN BELLE FOURCHE, 702.0 M (2303.1 FT) SOUTH OF
 PU1773'MILEPOST 64, 85.9 M (281.8 FT) EAST OF THE HIGHWAY CENTERLINE, 56.9 M
 PU1773'(186.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 23.9 M (78.4 FT)
 PU1773'EAST OF THE CENTER OF AN OLD ROAD GRADE, 9.7 M (31.8 FT) EAST OF THE
 PU1773'STATION MARK, 9.6 M (31.5 FT) NORTHEAST OF A VERTICAL RAILROAD TIE
 PU1773'WITH A WITNESS SIGN ATTACHED, 4.7 M (15.4 FT) WEST OF A UTILITY POLE,
 PU1773'0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 PU1773'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 PU1773'PROPERTY OWNED BY MAURICE HANIFY, HC 69, BOX 38, BELLE FOURCHE, SD
 PU1773'57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1478 ***********************************************************************
 NM1478  DESIGNATION -  TYNDALL
 NM1478  PID         -  NM1478
 NM1478  STATE/COUNTY-  SD/BON HOMME
 NM1478  COUNTRY     -  US
 NM1478  USGS QUAD   -  TYNDALL (2017)
 NM1478
 NM1478                         *CURRENT SURVEY CONTROL
 NM1478  ______________________________________________________________________
 NM1478* NAD 83(1986) POSITION- 42 59 22.     (N) 097 51 46.     (W)   SCALED
 NM1478* NAVD 88 ORTHO HEIGHT -   433.651 (meters)     1422.74  (feet) ADJUSTED
 NM1478  ______________________________________________________________________
 NM1478  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 NM1478  DYNAMIC HEIGHT  -        433.514 (meters)     1422.29  (feet) COMP
 NM1478  MODELED GRAVITY -    980,291.5   (mgal)                       NAVD 88
 NM1478
 NM1478  VERT ORDER      -  FIRST     CLASS II
 NM1478
 NM1478.The horizontal coordinates were scaled from a map and have
 NM1478.an estimated accuracy of +/- 6 seconds.
 NM1478
 NM1478.The orthometric height was determined by differential leveling and
 NM1478.adjusted by the NATIONAL GEODETIC SURVEY
 NM1478.in June 1991.
 NM1478
 NM1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1478.GEOID18 height accuracy estimate available here.
 NM1478
 NM1478.Click photographs - Photos may exist for this station.
 NM1478
 NM1478.The dynamic height is computed by dividing the NAVD 88
 NM1478.geopotential number by the normal gravity value computed on the
 NM1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1478.degrees latitude (g = 980.6199 gals.).
 NM1478
 NM1478.The modeled gravity was interpolated from observed gravity values.
 NM1478
 NM1478;                    North         East    Units  Estimated Accuracy
 NM1478;SPC SD S     -    75,890.      801,450.      MT  (+/- 180 meters Scaled)
 NM1478
 NM1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN927602(NAD 83)
 NM1478
 NM1478                          SUPERSEDED SURVEY CONTROL
 NM1478
 NM1478  NGVD 29 (??/??/92)  433.396  (m)         1421.90   (f) ADJ UNCH    1 2
 NM1478
 NM1478.Superseded values are not recommended for survey control.
 NM1478
 NM1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1478.See file dsdata.pdf to determine how the superseded data were derived.
 NM1478
 NM1478_MARKER: DB = BENCH MARK DISK
 NM1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1478_STAMPING: TYNDALL 1934
 NM1478_MARK LOGO: CGS
 NM1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1478+STABILITY: SURFACE MOTION
 NM1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1478+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 NM1478
 NM1478  HISTORY     - Date     Condition        Report By
 NM1478  HISTORY     - 1934     MONUMENTED       CGS
 NM1478  HISTORY     - 1974     GOOD             USGS
 NM1478  HISTORY     - 19930919 GOOD             NGS
 NM1478  HISTORY     - 20120228 GOOD             INDIV
 NM1478
 NM1478                          STATION DESCRIPTION
 NM1478
 NM1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1478'AT TYNDALL.
 NM1478'AT TYNDALL, IN THE CITY PARK, 124.9 FT S.W. OF THE W. EDGE OF
 NM1478'PAVEMENT ON THE CROSSING OF STATE PTS, 50 AND 37, 78.2 FT. N.W.
 NM1478'OF THE N.W. RAIL, 64.6 FT N.E. OF THE N.E. SIDE OF THE CITY
 NM1478'WATER RESERVOIR, 0.9 FT. E. OF WHITE MARKER POST, FLUSH WITH
 NM1478'GROUND.  STANDARD DISK IN CAST IN PLACE POST.
 NM1478
 NM1478                          STATION RECOVERY (1974)
 NM1478
 NM1478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1478'RECOVERED IN GOOD CONDITION.
 NM1478
 NM1478                          STATION RECOVERY (1993)
 NM1478
 NM1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1478'IN TYNDALL, AT THE INTERSECTION OF PEARL AND LAWYER STREETS, 44.1 M
 NM1478'(144.7 FT) NORTH OF THE CENTER OF LAWYER STREET, 40.2 M (131.9 FT)
 NM1478'EAST OF THE CENTERLINE OF PEARL STREET, 11.6 M (38.1 FT)
 NM1478'EAST-NORTHEAST OF THE NORTHEAST CORNER OF BON HOMME MEMORIAL CHURCH
 NM1478'MUSEUM, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM1478
 NM1478                          STATION RECOVERY (2012)
 NM1478
 NM1478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1892 ***********************************************************************
 NM1892  DESIGNATION -  TYNDALL CATHOLIC CHURCH
 NM1892  PID         -  NM1892
 NM1892  STATE/COUNTY-  SD/BON HOMME
 NM1892  COUNTRY     -  US
 NM1892  USGS QUAD   -  TYNDALL (2017)
 NM1892
 NM1892                         *CURRENT SURVEY CONTROL
 NM1892  ______________________________________________________________________
 NM1892* NAD 83(1996) POSITION- 42 59 44.19549(N) 097 51 51.45982(W)   ADJUSTED
 NM1892  ______________________________________________________________________
 NM1892  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 NM1892  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 NM1892  HORZ ORDER      -  THIRD
 NM1892
 NM1892.The horizontal coordinates were established by classical geodetic methods
 NM1892.and adjusted by the National Geodetic Survey in January 1998.
 NM1892
 NM1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1892.GEOID18 height accuracy estimate available here.
 NM1892
 NM1892.Click photographs - Photos may exist for this station.
 NM1892
 NM1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1892
 NM1892. The following values were computed from the NAD 83(1996) position.
 NM1892
 NM1892;                    North         East     Units Scale Factor Converg.
 NM1892;SPC SD S     -    76,565.837   801,305.564   MT  0.99996553   +1 42 11.8
 NM1892;SPC SD S     -   251,199.75  2,628,950.00   sFT  0.99996553   +1 42 11.8
 NM1892;UTM  14      - 4,760,953.015   592,576.517   MT  0.99970543   +0 46 28.3
 NM1892
 NM1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9257660953(NAD 83)
 NM1892
 NM1892                          SUPERSEDED SURVEY CONTROL
 NM1892
 NM1892  NAD 83(1995)-  42 59 44.19759(N)    097 51 51.45914(W) AD(       ) 3
 NM1892  NAD 83(1986)-  42 59 44.20716(N)    097 51 51.45536(W) AD(       ) 3
 NM1892  NAD 27      -  42 59 44.22000(N)    097 51 50.20800(W) AD(       ) 3
 NM1892  USSD        -  42 59 44.39200(N)    097 51 50.52500(W) AD(       ) 3
 NM1892
 NM1892.Superseded values are not recommended for survey control.
 NM1892
 NM1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1892.See file dsdata.pdf to determine how the superseded data were derived.
 NM1892
 NM1892_MARKER: 90 = CHURCH SPIRE
 NM1892
 NM1892  HISTORY     - Date     Condition        Report By
 NM1892  HISTORY     - 1901     FIRST OBSERVED   CGS
 NM1892  HISTORY     - 1935     GOOD             CGS
 NM1892
 NM1892                          STATION DESCRIPTION
 NM1892
 NM1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1892'ST. LEOS CHURCH WAS BUILT IN 1899.  THE SPIRE, SURMOUNTED BY
 NM1892'A CROSS ON TOP OF A BALL, REMAINS UNCHANGED SINCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1894 ***********************************************************************
 NM1894  DESIGNATION -  TYNDALL COURTHOUSE CUPOLA POLE
 NM1894  PID         -  NM1894
 NM1894  STATE/COUNTY-  SD/BON HOMME
 NM1894  COUNTRY     -  US
 NM1894  USGS QUAD   -  TYNDALL (2017)
 NM1894
 NM1894                         *CURRENT SURVEY CONTROL
 NM1894  ______________________________________________________________________
 NM1894* NAD 83(1996) POSITION- 42 59 37.29545(N) 097 51 58.16708(W)   ADJUSTED
 NM1894  ______________________________________________________________________
 NM1894  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 NM1894  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 NM1894  HORZ ORDER      -  THIRD
 NM1894
 NM1894.The horizontal coordinates were established by classical geodetic methods
 NM1894.and adjusted by the National Geodetic Survey in January 1998.
 NM1894
 NM1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1894.GEOID18 height accuracy estimate available here.
 NM1894
 NM1894.Click photographs - Photos may exist for this station.
 NM1894
 NM1894.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1894
 NM1894. The following values were computed from the NAD 83(1996) position.
 NM1894
 NM1894;                    North         East     Units Scale Factor Converg.
 NM1894;SPC SD S     -    76,348.496   801,160.028   MT  0.99996589   +1 42 07.1
 NM1894;SPC SD S     -   250,486.69  2,628,472.53   sFT  0.99996589   +1 42 07.1
 NM1894;UTM  14      - 4,760,738.116   592,427.516   MT  0.99970509   +0 46 23.7
 NM1894
 NM1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9242760738(NAD 83)
 NM1894
 NM1894                          SUPERSEDED SURVEY CONTROL
 NM1894
 NM1894  NAD 83(1995)-  42 59 37.29684(N)    097 51 58.16630(W) AD(       ) 3
 NM1894  NAD 83(1986)-  42 59 37.30696(N)    097 51 58.16263(W) AD(       ) 3
 NM1894  NAD 27      -  42 59 37.32000(N)    097 51 56.92000(W) AD(       ) 3
 NM1894  USSD        -  42 59 37.49000(N)    097 51 57.23000(W) AD(       ) 3
 NM1894
 NM1894.Superseded values are not recommended for survey control.
 NM1894
 NM1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1894.See file dsdata.pdf to determine how the superseded data were derived.
 NM1894
 NM1894_MARKER: 86 = CUPOLA
 NM1894
 NM1894  HISTORY     - Date     Condition        Report By
 NM1894  HISTORY     - 1901     FIRST OBSERVED   CGS
 NM1894  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NM1894
 NM1894                          STATION DESCRIPTION
 NM1894
 NM1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1894'THE BUILDING WHICH WAS STANDING IN 1901 HAS SINCE BEEN REMOVED
 NM1894'AND A NEW BUILDING ERECTED JUST NORTH OF THE FORMER SITE.
 NM1894'PRESENT STRUCTURE WAS ERECTED IN 1914.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1893 ***********************************************************************
 NM1893  DESIGNATION -  TYNDALL FLAGSTAFF CTHSE YARD
 NM1893  PID         -  NM1893
 NM1893  STATE/COUNTY-  SD/BON HOMME
 NM1893  COUNTRY     -  US
 NM1893  USGS QUAD   -  TYNDALL (2017)
 NM1893
 NM1893                         *CURRENT SURVEY CONTROL
 NM1893  ______________________________________________________________________
 NM1893* NAD 83(1996) POSITION- 42 59 36.00144(N) 097 51 58.16446(W)   ADJUSTED
 NM1893  ______________________________________________________________________
 NM1893  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 NM1893  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 NM1893  HORZ ORDER      -  THIRD
 NM1893
 NM1893.The horizontal coordinates were established by classical geodetic methods
 NM1893.and adjusted by the National Geodetic Survey in January 1998.
 NM1893
 NM1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1893.GEOID18 height accuracy estimate available here.
 NM1893
 NM1893.Click photographs - Photos may exist for this station.
 NM1893
 NM1893.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1893
 NM1893. The following values were computed from the NAD 83(1996) position.
 NM1893
 NM1893;                    North         East     Units Scale Factor Converg.
 NM1893;SPC SD S     -    76,308.584   801,161.273   MT  0.99996596   +1 42 07.2
 NM1893;SPC SD S     -   250,355.75  2,628,476.61   sFT  0.99996596   +1 42 07.2
 NM1893;UTM  14      - 4,760,698.201   592,428.114   MT  0.99970509   +0 46 23.7
 NM1893
 NM1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9242860698(NAD 83)
 NM1893
 NM1893                          SUPERSEDED SURVEY CONTROL
 NM1893
 NM1893  NAD 83(1995)-  42 59 36.00336(N)    097 51 58.16382(W) AD(       ) 3
 NM1893  NAD 83(1986)-  42 59 36.01305(N)    097 51 58.16005(W) AD(       ) 3
 NM1893  NAD 27      -  42 59 36.02700(N)    097 51 56.91400(W) AD(       ) 3
 NM1893  USSD        -  42 59 36.20000(N)    097 51 57.23000(W) AD(       ) 3
 NM1893
 NM1893.Superseded values are not recommended for survey control.
 NM1893
 NM1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1893.See file dsdata.pdf to determine how the superseded data were derived.
 NM1893
 NM1893_MARKER: 83 = FLAGSTAFF
 NM1893
 NM1893  HISTORY     - Date     Condition        Report By
 NM1893  HISTORY     - 1901     FIRST OBSERVED   CGS
 NM1893  HISTORY     - 1935     GOOD             CGS
 NM1893
 NM1893                          STATION DESCRIPTION
 NM1893
 NM1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1893'THIS FLAGSTAFF WAS ERECTED IN 1898, DURING SPANISH-AMERICAN WAR
 NM1893'AND HAS NOT BEEN CHANGED SINCE.  LOWER PART OF THE STRUCTURE
 NM1893'IS A STEEL TOWER WHICH IS SURMOUNTED BY A LARGE MAST AT THE TOP
 NM1893'OF WHICH IS A LARGE BALL COVERED WITH GOLD LEAF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1005 ***********************************************************************
 PU1005  DESIGNATION -  TYSDAL AZ MK
 PU1005  PID         -  PU1005
 PU1005  STATE/COUNTY-  SD/MEADE
 PU1005  COUNTRY     -  US
 PU1005  USGS QUAD   -  REDOWL (2017)
 PU1005
 PU1005                         *CURRENT SURVEY CONTROL
 PU1005  ______________________________________________________________________
 PU1005* NAD 83(1986) POSITION- 44 41 20.     (N) 102 33 46.     (W)   SCALED
 PU1005* NAVD 88 ORTHO HEIGHT -   850.844 (meters)     2791.48  (feet) ADJUSTED
 PU1005  ______________________________________________________________________
 PU1005  GEOID HEIGHT    -        -18.328 (meters)                     GEOID18
 PU1005  DYNAMIC HEIGHT  -        850.633 (meters)     2790.79  (feet) COMP
 PU1005  MODELED GRAVITY -    980,341.5   (mgal)                       NAVD 88
 PU1005
 PU1005  VERT ORDER      -  SECOND    CLASS 0
 PU1005
 PU1005.The horizontal coordinates were scaled from a map and have
 PU1005.an estimated accuracy of +/- 6 seconds.
 PU1005
 PU1005.The orthometric height was determined by differential leveling and
 PU1005.adjusted by the NATIONAL GEODETIC SURVEY
 PU1005.in June 1991.
 PU1005
 PU1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1005.GEOID18 height accuracy estimate available here.
 PU1005
 PU1005.Click photographs - Photos may exist for this station.
 PU1005
 PU1005.The dynamic height is computed by dividing the NAVD 88
 PU1005.geopotential number by the normal gravity value computed on the
 PU1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1005.degrees latitude (g = 980.6199 gals.).
 PU1005
 PU1005.The modeled gravity was interpolated from observed gravity values.
 PU1005
 PU1005;                    North         East    Units  Estimated Accuracy
 PU1005;SPC SD N     -    98,290.      396,890.      MT  (+/- 180 meters Scaled)
 PU1005
 PU1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK931512(NAD 83)
 PU1005
 PU1005                          SUPERSEDED SURVEY CONTROL
 PU1005
 PU1005  NGVD 29 (??/??/92)  850.375  (m)         2789.94   (f) ADJ UNCH    2 0
 PU1005
 PU1005.Superseded values are not recommended for survey control.
 PU1005
 PU1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1005.See file dsdata.pdf to determine how the superseded data were derived.
 PU1005
 PU1005_MARKER: DZ = AZIMUTH MARK DISK
 PU1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1005_STAMPING: TYSDAL 1962
 PU1005_MARK LOGO: CGS
 PU1005_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1005+STABILITY: SURFACE MOTION
 PU1005
 PU1005  HISTORY     - Date     Condition        Report By
 PU1005  HISTORY     - 1962     MONUMENTED       CGS
 PU1005
 PU1005                          STATION DESCRIPTION
 PU1005
 PU1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1005'0.7 MI SW FROM RED OWL.
 PU1005'0.7 MILE SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1005'OFFICE AND STORE AT RED OWL, ON THE OUTSIDE OF A LONG CURVE,
 PU1005'0.1 MILE SOUTH OF A DIRT ROAD LEADING WEST, 152 FEET
 PU1005'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 85 1/2 FEET WEST
 PU1005'OF A TELEPHONE POLE, 96 FEET SOUTH OF A JUNCTION POWER LINE
 PU1005'POLE, 1.0 FEET EAST OF A FENCE, 3.3 FEET SOUTH OF A WITNESS
 PU1005'POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 PU1005'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0471 ***********************************************************************
 PR0471  DESIGNATION -  U 1
 PR0471  PID         -  PR0471
 PR0471  STATE/COUNTY-  SD/KINGSBURY
 PR0471  COUNTRY     -  US
 PR0471  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0471
 PR0471                         *CURRENT SURVEY CONTROL
 PR0471  ______________________________________________________________________
 PR0471* NAD 83(1986) POSITION- 44 18 30.     (N) 097 21 28.     (W)   SCALED
 PR0471* NAVD 88 ORTHO HEIGHT -   516.016 (meters)     1692.96  (feet) ADJUSTED
 PR0471  ______________________________________________________________________
 PR0471  GEOID HEIGHT    -        -25.249 (meters)                     GEOID18
 PR0471  DYNAMIC HEIGHT  -        515.913 (meters)     1692.62  (feet) COMP
 PR0471  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 PR0471
 PR0471  VERT ORDER      -  FIRST     CLASS II
 PR0471
 PR0471.The horizontal coordinates were scaled from a map and have
 PR0471.an estimated accuracy of +/- 6 seconds.
 PR0471
 PR0471.The orthometric height was determined by differential leveling and
 PR0471.adjusted by the NATIONAL GEODETIC SURVEY
 PR0471.in June 1991.
 PR0471
 PR0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0471.GEOID18 height accuracy estimate available here.
 PR0471
 PR0471.Click photographs - Photos may exist for this station.
 PR0471
 PR0471.The dynamic height is computed by dividing the NAVD 88
 PR0471.geopotential number by the normal gravity value computed on the
 PR0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0471.degrees latitude (g = 980.6199 gals.).
 PR0471
 PR0471.The modeled gravity was interpolated from observed gravity values.
 PR0471
 PR0471;                    North         East    Units  Estimated Accuracy
 PR0471;SPC SD N     -    56,220.      810,790.      MT  (+/- 180 meters Scaled)
 PR0471
 PR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ309074(NAD 83)
 PR0471
 PR0471                          SUPERSEDED SURVEY CONTROL
 PR0471
 PR0471  NGVD 29 (??/??/92)  515.729  (m)         1692.02   (f) ADJ UNCH    1 2
 PR0471
 PR0471.Superseded values are not recommended for survey control.
 PR0471
 PR0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0471.See file dsdata.pdf to determine how the superseded data were derived.
 PR0471
 PR0471_MARKER: P = PIPE CAP
 PR0471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0471_STAMPING: ELEV 1692.021 FT
 PR0471_MARK LOGO: CGS
 PR0471_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0471
 PR0471  HISTORY     - Date     Condition        Report By
 PR0471  HISTORY     - 1905     MONUMENTED       CGS
 PR0471  HISTORY     - 1934     GOOD             CGS
 PR0471  HISTORY     - 1964     GOOD             USGS
 PR0471
 PR0471                          STATION DESCRIPTION
 PR0471
 PR0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0471'3.8 MI S FROM LAKE PRESTON.
 PR0471'3.8 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0471'PACIFIC RAILROAD FROM THE STATION AT LAKE PRESTON, KINGSBURY
 PR0471'COUNTY, NEAR THE CENTER OF THE NORTH SIDE OF LOT 6 OF THE NORTH
 PR0471'HALF OF SECTION 30, T 110 N, R 54 W, AT A ROAD CROSSING, 48 FEET
 PR0471'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 44 FEET NORTHWEST
 PR0471'OF THE CENTER LINE OF THE ROAD, 140 FEET NORTH OF ANOTHER ROAD,
 PR0471'79 FEET SOUTHWEST OF THE CROSSING-WARNING SIGN, AND 17 FEET WEST
 PR0471'OF THE FIRST POLE WEST OF THE CROSSING.  A STANDARD CAP, STAMPED
 PR0471'ELEV 1692.021 FT AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON
 PR0471'PIPE PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- DISTANCES TAPED
 PR0471'AND BM PROBED FOR.  CITY CLERK AT LAKE PRESTON HAD SEEN MARK
 PR0471'SEVERAL YEARS AGO, AT WHICH TIME IT WAS DISTURBED.
 PR0471
 PR0471                          STATION RECOVERY (1964)
 PR0471
 PR0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PR0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0246 ***********************************************************************
 OT0246  DESIGNATION -  U 10
 OT0246  PID         -  OT0246
 OT0246  STATE/COUNTY-  SD/PENNINGTON
 OT0246  COUNTRY     -  US
 OT0246  USGS QUAD   -  SCENIC (2017)
 OT0246
 OT0246                         *CURRENT SURVEY CONTROL
 OT0246  ______________________________________________________________________
 OT0246* NAD 83(1986) POSITION- 43 49 26.     (N) 102 37 01.     (W)   SCALED
 OT0246* NAVD 88 ORTHO HEIGHT -   818.154 (meters)     2684.23  (feet) ADJUSTED
 OT0246  ______________________________________________________________________
 OT0246  GEOID HEIGHT    -        -17.949 (meters)                     GEOID18
 OT0246  DYNAMIC HEIGHT  -        817.897 (meters)     2683.38  (feet) COMP
 OT0246  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 OT0246
 OT0246  VERT ORDER      -  FIRST     CLASS II
 OT0246
 OT0246.The horizontal coordinates were scaled from a map and have
 OT0246.an estimated accuracy of +/- 6 seconds.
 OT0246
 OT0246.The orthometric height was determined by differential leveling and
 OT0246.adjusted by the NATIONAL GEODETIC SURVEY
 OT0246.in June 1991.
 OT0246
 OT0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0246.GEOID18 height accuracy estimate available here.
 OT0246
 OT0246.Click photographs - Photos may exist for this station.
 OT0246
 OT0246.The dynamic height is computed by dividing the NAVD 88
 OT0246.geopotential number by the normal gravity value computed on the
 OT0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0246.degrees latitude (g = 980.6199 gals.).
 OT0246
 OT0246.The modeled gravity was interpolated from observed gravity values.
 OT0246
 OT0246;                    North         East    Units  Estimated Accuracy
 OT0246;SPC SD S     -   168,110.      416,340.      MT  (+/- 180 meters Scaled)
 OT0246
 OT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ916550(NAD 83)
 OT0246
 OT0246                          SUPERSEDED SURVEY CONTROL
 OT0246
 OT0246  NGVD 29 (??/??/92)  817.697  (m)         2682.73   (f) ADJ UNCH    1 2
 OT0246
 OT0246.Superseded values are not recommended for survey control.
 OT0246
 OT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0246.See file dsdata.pdf to determine how the superseded data were derived.
 OT0246
 OT0246_MARKER: DB = BENCH MARK DISK
 OT0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0246_STAMPING: U 10 1925 2682.728
 OT0246_MARK LOGO: CGS
 OT0246_PROJECTION: FLUSH
 OT0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0246+STABILITY: SURFACE MOTION
 OT0246
 OT0246  HISTORY     - Date     Condition        Report By
 OT0246  HISTORY     - 1925     MONUMENTED       CGS
 OT0246  HISTORY     - 1962     GOOD             CGS
 OT0246
 OT0246                          STATION DESCRIPTION
 OT0246
 OT0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0246'4.4 MI NW FROM SCENIC.
 OT0246'ABOUT 4.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0246'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0246'SECTION 36, T 2 S, R 12 E, 114 FEET SOUTHEAST OF THE CENTER
 OT0246'OF A GRAVELED ROAD CROSSING, 28 FEET SOUTHEAST OF THE 11TH
 OT0246'TELEPHONE POLE SOUTHEAST OF MILE POST 623, 38 FEET SOUTH
 OT0246'SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 36 FEET EAST OF THE
 OT0246'CENTER LINE OF A GRAVELED ROAD, IN LINE WITH A ROW OF POLES,
 OT0246'1.7 FEET SOUTHEAST OF A METAL WITNESS POST, 1 1/2 FEET ABOVE
 OT0246'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OT0246'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0320 ***********************************************************************
 OT0320  DESIGNATION -  U 11
 OT0320  PID         -  OT0320
 OT0320  STATE/COUNTY-  SD/CUSTER
 OT0320  COUNTRY     -  US
 OT0320  USGS QUAD   -  FAIRBURN (2017)
 OT0320
 OT0320                         *CURRENT SURVEY CONTROL
 OT0320  ______________________________________________________________________
 OT0320* NAD 83(1986) POSITION- 43 44 18.     (N) 103 11 48.     (W)   SCALED
 OT0320* NAVD 88 ORTHO HEIGHT -  1013.367 (meters)     3324.69  (feet) ADJUSTED
 OT0320  ______________________________________________________________________
 OT0320  GEOID HEIGHT    -        -16.151 (meters)                     GEOID18
 OT0320  DYNAMIC HEIGHT  -       1012.981 (meters)     3323.42  (feet) COMP
 OT0320  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 OT0320
 OT0320  VERT ORDER      -  FIRST     CLASS II
 OT0320
 OT0320.The horizontal coordinates were scaled from a map and have
 OT0320.an estimated accuracy of +/- 6 seconds.
 OT0320
 OT0320.The orthometric height was determined by differential leveling and
 OT0320.adjusted by the NATIONAL GEODETIC SURVEY
 OT0320.in June 1991.
 OT0320
 OT0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0320.GEOID18 height accuracy estimate available here.
 OT0320
 OT0320.Click photographs - Photos may exist for this station.
 OT0320
 OT0320.The dynamic height is computed by dividing the NAVD 88
 OT0320.geopotential number by the normal gravity value computed on the
 OT0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0320.degrees latitude (g = 980.6199 gals.).
 OT0320
 OT0320.The modeled gravity was interpolated from observed gravity values.
 OT0320
 OT0320;                    North         East    Units  Estimated Accuracy
 OT0320;SPC SD S     -   160,060.      369,400.      MT  (+/- 180 meters Scaled)
 OT0320
 OT0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ452443(NAD 83)
 OT0320
 OT0320                          SUPERSEDED SURVEY CONTROL
 OT0320
 OT0320  NGVD 29 (??/??/92) 1012.876  (m)         3323.08   (f) ADJ UNCH    1 2
 OT0320
 OT0320.Superseded values are not recommended for survey control.
 OT0320
 OT0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0320.See file dsdata.pdf to determine how the superseded data were derived.
 OT0320
 OT0320_MARKER: DB = BENCH MARK DISK
 OT0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0320_STAMPING: U 11 1926
 OT0320_MARK LOGO: CGS
 OT0320_PROJECTION: FLUSH
 OT0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0320+STABILITY: SURFACE MOTION
 OT0320
 OT0320  HISTORY     - Date     Condition        Report By
 OT0320  HISTORY     - 1926     MONUMENTED       CGS
 OT0320  HISTORY     - 1963     GOOD             CGS
 OT0320
 OT0320                          STATION DESCRIPTION
 OT0320
 OT0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0320'3.9 MI N FROM FAIRBURN.
 OT0320'ABOUT 3.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0320'FROM THE STATION SIGN AT FAIRBURN, 3 1/2 POLES SOUTH OF MILE
 OT0320'POST 71, AT AN EAST-WEST FENCE, 44 FEET WEST OF THE WEST RAIL, 3
 OT0320'FEET EAST OF A NORTH-SOUTH FENCE 1.0 FOOT SOUTH OF A METAL
 OT0320'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS, AND SET
 OT0320'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0520 ***********************************************************************
 OT0520  DESIGNATION -  U 12
 OT0520  PID         -  OT0520
 OT0520  STATE/COUNTY-  SD/FALL RIVER
 OT0520  COUNTRY     -  US
 OT0520  USGS QUAD   -  MINNEKAHTA (2017)
 OT0520
 OT0520                         *CURRENT SURVEY CONTROL
 OT0520  ______________________________________________________________________
 OT0520* NAD 83(1986) POSITION- 43 26 02.     (N) 103 40 07.     (W)   SCALED
 OT0520* NAVD 88 ORTHO HEIGHT -  1269.557 (meters)     4165.20  (feet) POSTED
 OT0520  ______________________________________________________________________
 OT0520  GEOID HEIGHT    -        -14.900 (meters)                     GEOID18
 OT0520  DYNAMIC HEIGHT  -       1269.00  (meters)     4163.4   (feet) COMP
 OT0520  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 OT0520
 OT0520  VERT ORDER      -  * POSTED, SEE BELOW
 OT0520
 OT0520.The horizontal coordinates were scaled from a map and have
 OT0520.an estimated accuracy of +/- 6 seconds.
 OT0520
 OT0520.The orthometric height was determined by differential leveling
 OT0520.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0520
 OT0520.* This is a POSTED BENCH MARK height.
 OT0520
 OT0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0520.GEOID18 height accuracy estimate available here.
 OT0520
 OT0520.Click photographs - Photos may exist for this station.
 OT0520
 OT0520.The dynamic height is computed by dividing the NAVD 88
 OT0520.geopotential number by the normal gravity value computed on the
 OT0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0520.degrees latitude (g = 980.6199 gals.).
 OT0520
 OT0520.The modeled gravity was interpolated from observed gravity values.
 OT0520
 OT0520;                    North         East    Units  Estimated Accuracy
 OT0520;SPC SD S     -   127,680.      330,060.      MT  (+/- 180 meters Scaled)
 OT0520
 OT0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ077098(NAD 83)
 OT0520
 OT0520                          SUPERSEDED SURVEY CONTROL
 OT0520
 OT0520  NGVD 29 (??/??/92) 1268.981  (m)         4163.32   (f) ADJ UNCH    1 2
 OT0520
 OT0520.Superseded values are not recommended for survey control.
 OT0520
 OT0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0520.See file dsdata.pdf to determine how the superseded data were derived.
 OT0520
 OT0520_MARKER: DB = BENCH MARK DISK
 OT0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0520_STAMPING: U 12 1926
 OT0520_MARK LOGO: CGS
 OT0520_PROJECTION: FLUSH
 OT0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0520+STABILITY: SURFACE MOTION
 OT0520
 OT0520  HISTORY     - Date     Condition        Report By
 OT0520  HISTORY     - 1926     MONUMENTED       CGS
 OT0520  HISTORY     - 1963     GOOD             CGS
 OT0520  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0520
 OT0520                          STATION DESCRIPTION
 OT0520
 OT0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0520'1 MI E FROM MINNEKAHTA.
 OT0520'ABOUT 1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0520'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, 43 FEET SOUTH
 OT0520'OF THE SOUTH RAIL, 284 FEET EAST OF MILE POST 1, 42 FEET NORTH OF
 OT0520'THE CENTER LINE OF U.S. HIGHWAY 18, 1.0 FOOT SOUTH OF A METAL
 OT0520'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF
 OT0520'A CONCRETE POST FLUSH WITH THE GROUND.
 OT0520
 OT0520                          STATION RECOVERY (1985)
 OT0520
 OT0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0520'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0589 ***********************************************************************
 OT0589  DESIGNATION -  U 12 RESET
 OT0589  PID         -  OT0589
 OT0589  STATE/COUNTY-  SD/FALL RIVER
 OT0589  COUNTRY     -  US
 OT0589  USGS QUAD   -  MINNEKAHTA (2017)
 OT0589
 OT0589                         *CURRENT SURVEY CONTROL
 OT0589  ______________________________________________________________________
 OT0589* NAD 83(1986) POSITION- 43 26 03.81   (N) 103 40 06.27   (W)   HD_HELD1
 OT0589* NAVD 88 ORTHO HEIGHT -  1269.657 (meters)     4165.53  (feet) ADJUSTED
 OT0589  ______________________________________________________________________
 OT0589  GEOID HEIGHT    -        -14.899 (meters)                     GEOID18
 OT0589  DYNAMIC HEIGHT  -       1269.095 (meters)     4163.69  (feet) COMP
 OT0589  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 OT0589
 OT0589  VERT ORDER      -  FIRST     CLASS II
 OT0589
 OT0589.The horizontal coordinates were determined by differentially corrected
 OT0589.hand held GPS observations or other comparable positioning techniques
 OT0589.and have an estimated accuracy of +/- 3 meters.
 OT0589
 OT0589.The orthometric height was determined by differential leveling and
 OT0589.adjusted by the NATIONAL GEODETIC SURVEY
 OT0589.in June 1991.
 OT0589
 OT0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0589.GEOID18 height accuracy estimate available here.
 OT0589
 OT0589.Click photographs - Photos may exist for this station.
 OT0589
 OT0589.The dynamic height is computed by dividing the NAVD 88
 OT0589.geopotential number by the normal gravity value computed on the
 OT0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0589.degrees latitude (g = 980.6199 gals.).
 OT0589
 OT0589.The modeled gravity was interpolated from observed gravity values.
 OT0589
 OT0589;                    North         East    Units  Estimated Accuracy
 OT0589;SPC SD S     -   127,737.7     330,074.6     MT  (+/- 3 meters HH1 GPS) 
 OT0589
 OT0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0776809916(NAD 83)
 OT0589
 OT0589                          SUPERSEDED SURVEY CONTROL
 OT0589
 OT0589  NGVD 29 (04/17/07) 1269.07   (m)         4163.6    (f) RESET       3  
 OT0589
 OT0589.Superseded values are not recommended for survey control.
 OT0589
 OT0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0589.See file dsdata.pdf to determine how the superseded data were derived.
 OT0589
 OT0589_MARKER: DV = VERTICAL CONTROL DISK
 OT0589_SETTING: 66 = SET IN ROCK OUTCROP
 OT0589_STAMPING: U 12 RESET 1983
 OT0589_MARK LOGO: NGS
 OT0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0589+STABILITY: POSITION/ELEVATION WELL
 OT0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0589+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2011
 OT0589
 OT0589  HISTORY     - Date     Condition        Report By
 OT0589  HISTORY     - 1983     MONUMENTED       NGS
 OT0589  HISTORY     - 1985     GOOD             NGS
 OT0589  HISTORY     - 20110912 GOOD             WOOLPT
 OT0589
 OT0589                          STATION DESCRIPTION
 OT0589
 OT0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OT0589'12.9 KM (8.1 MI) WEST FROM HOT SPRINGS.
 OT0589'7.7 KM (4.8 MI) WEST ALONG HIGHWAY 18 FROM THE JUNCTION OF HIGHWAYS
 OT0589'18 AND 385 AT STREET LIGHT IN HOT SPRINGS TO COTTONWOOD SPRINGS
 OT0589'RECREATION AREA ROAD, THENCE 5.2 KM (3.3 MI) WEST ALONG HIGHWAY 18,
 OT0589'26.6 METERS (87.5 FEET) NORTH OF THE CENTER OF THE HIGHWAY, 0.3 METER
 OT0589'(1.0 FOOT) SOUTH OF A FENCE, IN BEDROCK.
 OT0589'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 OT0589
 OT0589                          STATION RECOVERY (1985)
 OT0589
 OT0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0589'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.55 KM
 OT0589'(10.35 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US HIGHWAY
 OT0589'385 AT HOT SPRINGS, IN TOP OF THE EAST EDGE OF A 3- BY 3-FOOT
 OT0589'LIMESTONE CONGLOMERATE OUTCROP PROJECTING 4-INCHES ABOVE THE SURFACE
 OT0589'OF THE GROUND, 0.6 KM (0.4 MI) WEST OF MILEPOST 26, 26.4 METERS (86.5
 OT0589'FT) NORTH OF THE HIGHWAY CENTERLINE, 16.9 METERS (55.5 FT) EAST OF THE
 OT0589'EAST END OF A WIRE GATE AND 3.5 METERS (11.5 FT) NORTH OF THE
 OT0589'RIGHT-OF-WAY FENCE.
 OT0589'THE MARK IS 3.5 METERS  N FROM  A WITNESS POST
 OT0589'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0589
 OT0589                          STATION RECOVERY (2011)
 OT0589
 OT0589'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JSW)
 OT0589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1922 ***********************************************************************
 PU1922  DESIGNATION -  U 120
 PU1922  PID         -  PU1922
 PU1922  STATE/COUNTY-  SD/BUTTE
 PU1922  COUNTRY     -  US
 PU1922  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1922
 PU1922                         *CURRENT SURVEY CONTROL
 PU1922  ______________________________________________________________________
 PU1922* NAD 83(1986) POSITION- 44 40 00.     (N) 103 50 22.     (W)   SCALED
 PU1922* NAVD 88 ORTHO HEIGHT -   921.897 (meters)     3024.59  (feet) ADJUSTED
 PU1922  ______________________________________________________________________
 PU1922  GEOID HEIGHT    -        -15.347 (meters)                     GEOID18
 PU1922  DYNAMIC HEIGHT  -        921.643 (meters)     3023.76  (feet) COMP
 PU1922  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PU1922
 PU1922  VERT ORDER      -  SECOND    CLASS 0
 PU1922
 PU1922.The horizontal coordinates were scaled from a map and have
 PU1922.an estimated accuracy of +/- 6 seconds.
 PU1922
 PU1922.The orthometric height was determined by differential leveling and
 PU1922.adjusted by the NATIONAL GEODETIC SURVEY
 PU1922.in June 1991.
 PU1922
 PU1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1922.GEOID18 height accuracy estimate available here.
 PU1922
 PU1922.Click photographs - Photos may exist for this station.
 PU1922
 PU1922.The dynamic height is computed by dividing the NAVD 88
 PU1922.geopotential number by the normal gravity value computed on the
 PU1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1922.degrees latitude (g = 980.6199 gals.).
 PU1922
 PU1922.The modeled gravity was interpolated from observed gravity values.
 PU1922
 PU1922;                    North         East    Units  Estimated Accuracy
 PU1922;SPC SD N     -    99,820.      295,650.      MT  (+/- 180 meters Scaled)
 PU1922
 PU1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK919465(NAD 83)
 PU1922
 PU1922                          SUPERSEDED SURVEY CONTROL
 PU1922
 PU1922  NGVD 29 (??/??/92)  921.458  (m)         3023.15   (f) ADJ UNCH    2 0
 PU1922
 PU1922.Superseded values are not recommended for survey control.
 PU1922
 PU1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1922.See file dsdata.pdf to determine how the superseded data were derived.
 PU1922
 PU1922_MARKER: DB = BENCH MARK DISK
 PU1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1922_STAMPING: U 120 1934
 PU1922_MARK LOGO: CGS
 PU1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1922+STABILITY: SURFACE MOTION
 PU1922
 PU1922  HISTORY     - Date     Condition        Report By
 PU1922  HISTORY     - 1934     MONUMENTED       CGS
 PU1922  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1922
 PU1922                          STATION DESCRIPTION
 PU1922
 PU1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1922'AT BELLE FOURCHE.
 PU1922'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU1922'THE STATION AT BELLE FOURCHE, BUTTE COUNTY, 0.4 MILE EAST OF A
 PU1922'RAILROAD JUNCTION, 140 YARDS EAST OF A SIDE-TRACK SWITCH,
 PU1922'A A HIGHWAY CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF
 PU1922'THE HIGHWAY, 29.5 FEET SOUTHWEST OF THE WEST END OF A TRESTLE,
 PU1922'AND 31.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD
 PU1922'DISK, STAMPED U 120 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU1922'PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1378 ***********************************************************************
 PU1378  DESIGNATION -  U 121
 PU1378  PID         -  PU1378
 PU1378  STATE/COUNTY-  SD/BUTTE
 PU1378  COUNTRY     -  US
 PU1378  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1378
 PU1378                         *CURRENT SURVEY CONTROL
 PU1378  ______________________________________________________________________
 PU1378* NAD 83(1986) POSITION- 44 48 12.     (N) 103 01 20.     (W)   SCALED
 PU1378* NAVD 88 ORTHO HEIGHT -   880.946 (meters)     2890.24  (feet) ADJUSTED
 PU1378  ______________________________________________________________________
 PU1378  GEOID HEIGHT    -        -17.223 (meters)                     GEOID18
 PU1378  DYNAMIC HEIGHT  -        880.739 (meters)     2889.56  (feet) COMP
 PU1378  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 PU1378
 PU1378  VERT ORDER      -  SECOND    CLASS 0
 PU1378
 PU1378.The horizontal coordinates were scaled from a map and have
 PU1378.an estimated accuracy of +/- 6 seconds.
 PU1378
 PU1378.The orthometric height was determined by differential leveling and
 PU1378.adjusted by the NATIONAL GEODETIC SURVEY
 PU1378.in June 1991.
 PU1378
 PU1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1378.GEOID18 height accuracy estimate available here.
 PU1378
 PU1378.Click photographs - Photos may exist for this station.
 PU1378
 PU1378.The dynamic height is computed by dividing the NAVD 88
 PU1378.geopotential number by the normal gravity value computed on the
 PU1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1378.degrees latitude (g = 980.6199 gals.).
 PU1378
 PU1378.The modeled gravity was interpolated from observed gravity values.
 PU1378
 PU1378;                    North         East    Units  Estimated Accuracy
 PU1378;SPC SD N     -   112,250.      360,960.      MT  (+/- 180 meters Scaled)
 PU1378
 PU1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK564630(NAD 83)
 PU1378
 PU1378                          SUPERSEDED SURVEY CONTROL
 PU1378
 PU1378  NGVD 29 (??/??/92)  880.462  (m)         2888.65   (f) ADJ UNCH    2 0
 PU1378
 PU1378.Superseded values are not recommended for survey control.
 PU1378
 PU1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1378.See file dsdata.pdf to determine how the superseded data were derived.
 PU1378
 PU1378_MARKER: DB = BENCH MARK DISK
 PU1378_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1378_STAMPING: U 121 1934
 PU1378_MARK LOGO: CGS
 PU1378_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1378
 PU1378  HISTORY     - Date     Condition        Report By
 PU1378  HISTORY     - 1934     MONUMENTED       CGS
 PU1378  HISTORY     - 1962     GOOD             CGS
 PU1378
 PU1378                          STATION DESCRIPTION
 PU1378
 PU1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1378'7.8 MI SW FROM SULPHUR.
 PU1378'7.85 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1378'SULPHUR, 0.2 MILE WEST-SOUTHWEST OF A STEEL CATTLEGUARD AND A
 PU1378'CROSS FENCE, 44 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 PU1378'ROAD, 1.0 FOOT SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 PU1378'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1378'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0003 ***********************************************************************
 PU0003  DESIGNATION -  U 122
 PU0003  PID         -  PU0003
 PU0003  STATE/COUNTY-  SD/MEADE
 PU0003  COUNTRY     -  US
 PU0003  USGS QUAD   -  OPAL EAST (2017)
 PU0003
 PU0003                         *CURRENT SURVEY CONTROL
 PU0003  ______________________________________________________________________
 PU0003* NAD 83(1986) POSITION- 44 59 38.82   (N) 102 27 06.39   (W)   HD_HELD1
 PU0003* NAVD 88 ORTHO HEIGHT -   884.066 (meters)     2900.47  (feet) ADJUSTED
 PU0003  ______________________________________________________________________
 PU0003  GEOID HEIGHT    -        -18.385 (meters)                     GEOID18
 PU0003  DYNAMIC HEIGHT  -        883.878 (meters)     2899.86  (feet) COMP
 PU0003  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 PU0003
 PU0003  VERT ORDER      -  SECOND    CLASS 0
 PU0003
 PU0003.The horizontal coordinates were determined by differentially corrected
 PU0003.hand held GPS observations or other comparable positioning techniques
 PU0003.and have an estimated accuracy of +/- 3 meters.
 PU0003
 PU0003.The orthometric height was determined by differential leveling and
 PU0003.adjusted by the NATIONAL GEODETIC SURVEY
 PU0003.in June 1991.
 PU0003
 PU0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0003.GEOID18 height accuracy estimate available here.
 PU0003
 PU0003.Click photographs - Photos may exist for this station.
 PU0003
 PU0003.The dynamic height is computed by dividing the NAVD 88
 PU0003.geopotential number by the normal gravity value computed on the
 PU0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0003.degrees latitude (g = 980.6199 gals.).
 PU0003
 PU0003.The modeled gravity was interpolated from observed gravity values.
 PU0003
 PU0003;                    North         East    Units  Estimated Accuracy
 PU0003;SPC SD N     -   131,916.1     406,706.7     MT  (+/- 3 meters HH1 GPS) 
 PU0003
 PU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0085985455(NAD 83)
 PU0003
 PU0003                          SUPERSEDED SURVEY CONTROL
 PU0003
 PU0003  NGVD 29 (??/??/92)  883.606  (m)         2898.96   (f) ADJ UNCH    2 0
 PU0003
 PU0003.Superseded values are not recommended for survey control.
 PU0003
 PU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0003.See file dsdata.pdf to determine how the superseded data were derived.
 PU0003
 PU0003_MARKER: DB = BENCH MARK DISK
 PU0003_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0003_STAMPING: U 122 1934
 PU0003_MARK LOGO: CGS
 PU0003_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0003
 PU0003  HISTORY     - Date     Condition        Report By
 PU0003  HISTORY     - 1934     MONUMENTED       CGS
 PU0003  HISTORY     - 1963     GOOD             CGS
 PU0003
 PU0003                          STATION DESCRIPTION
 PU0003
 PU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0003'8.5 MI SE FROM MAURINE.
 PU0003'0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0003'THENCE 7.8 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY U.S.
 PU0003'HIGHWAY 212, 93 FEET NORTH OF A TRIANGULAR INTERSECTION OF DIRT
 PU0003'ROAD AND ROAD LEADING SOUTH TO OPAL, 35 FEET NORTH OF THE CENTER
 PU0003'LINE OF THE ROAD, 51 FEET EAST OF A DIM ROAD LEADING NORTH ALONG
 PU0003'EDGE OF A FIELD, 120 FEET NORTHEAST OF A FENCE CORNER, 0.8 FEET
 PU0003'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU0003'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0531 ***********************************************************************
 QS0531  DESIGNATION -  U 123
 QS0531  PID         -  QS0531
 QS0531  STATE/COUNTY-  SD/ZIEBACH
 QS0531  COUNTRY     -  US
 QS0531  USGS QUAD   -  BEDNERS DAM (2017)
 QS0531
 QS0531                         *CURRENT SURVEY CONTROL
 QS0531  ______________________________________________________________________
 QS0531* NAD 83(1986) POSITION- 45 02 45.     (N) 101 41 28.     (W)   SCALED
 QS0531* NAVD 88 ORTHO HEIGHT -   733.210 (meters)     2405.54  (feet) ADJUSTED
 QS0531  ______________________________________________________________________
 QS0531  GEOID HEIGHT    -        -20.305 (meters)                     GEOID18
 QS0531  DYNAMIC HEIGHT  -        733.066 (meters)     2405.07  (feet) COMP
 QS0531  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 QS0531
 QS0531  VERT ORDER      -  SECOND    CLASS 0
 QS0531
 QS0531.The horizontal coordinates were scaled from a map and have
 QS0531.an estimated accuracy of +/- 6 seconds.
 QS0531
 QS0531.The orthometric height was determined by differential leveling and
 QS0531.adjusted by the NATIONAL GEODETIC SURVEY
 QS0531.in June 1991.
 QS0531
 QS0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0531.GEOID18 height accuracy estimate available here.
 QS0531
 QS0531.Click photographs - Photos may exist for this station.
 QS0531
 QS0531.The dynamic height is computed by dividing the NAVD 88
 QS0531.geopotential number by the normal gravity value computed on the
 QS0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0531.degrees latitude (g = 980.6199 gals.).
 QS0531
 QS0531.The modeled gravity was interpolated from observed gravity values.
 QS0531
 QS0531;                    North         East    Units  Estimated Accuracy
 QS0531;SPC SD N     -   136,130.      466,790.      MT  (+/- 180 meters Scaled)
 QS0531
 QS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ880915(NAD 83)
 QS0531
 QS0531                          SUPERSEDED SURVEY CONTROL
 QS0531
 QS0531  NGVD 29 (??/??/92)  732.761  (m)         2404.07   (f) ADJ UNCH    2 0
 QS0531
 QS0531.Superseded values are not recommended for survey control.
 QS0531
 QS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0531.See file dsdata.pdf to determine how the superseded data were derived.
 QS0531
 QS0531_MARKER: DB = BENCH MARK DISK
 QS0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0531_STAMPING: U 123 1934
 QS0531_MARK LOGO: CGS
 QS0531_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0531+STABILITY: SURFACE MOTION
 QS0531
 QS0531  HISTORY     - Date     Condition        Report By
 QS0531  HISTORY     - 1934     MONUMENTED       CGS
 QS0531  HISTORY     - 1958     GOOD             CGS
 QS0531  HISTORY     - 19960510 MARK NOT FOUND   NGS
 QS0531
 QS0531                          STATION DESCRIPTION
 QS0531
 QS0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0531'4.3 MI W FROM DUPREE.
 QS0531'4.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0531'RAILROAD FROM THE STATION AT DUPREE, ZIEBACH COUNTY, 0.4 MILE
 QS0531'WEST OF MILEPOST 87, 70.5 FEET SOUTHEAST OF THE CENTER OF THE
 QS0531'SOUTH END OF A 2-FOOT CULVERT UNDER THE TRACK, 40.8 FEET SOUTH
 QS0531'OF THE SOUTH RAIL, 70 FEET EAST OF A CORNER POST OF THE
 QS0531'RIGHT-OF-WAY FENCE, AND 3 FEET NORTH OF THE FENCE.  A STANDARD
 QS0531'DISK, STAMPED U 123 1934 AND SET IN THE TOP OF A CONCRETE POST
 QS0531'PROJECTING 6 INCHES ABOVE GROUND.
 QS0531
 QS0531                          STATION RECOVERY (1958)
 QS0531
 QS0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 QS0531'RECOVERED IN GOOD CONDITION.
 QS0531
 QS0531                          STATION RECOVERY (1996)
 QS0531
 QS0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0531'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0278 ***********************************************************************
 QT0278  DESIGNATION -  U 124
 QT0278  PID         -  QT0278
 QT0278  STATE/COUNTY-  SD/BUTTE
 QT0278  COUNTRY     -  US
 QT0278  USGS QUAD   -  LONE TREE DRAW EAST (2017)
 QT0278
 QT0278                         *CURRENT SURVEY CONTROL
 QT0278  ______________________________________________________________________
 QT0278* NAD 83(1986) POSITION- 45 11 54.     (N) 103 29 14.     (W)   SCALED
 QT0278* NAVD 88 ORTHO HEIGHT -   924.658 (meters)     3033.65  (feet) ADJUSTED
 QT0278  ______________________________________________________________________
 QT0278  GEOID HEIGHT    -        -16.337 (meters)                     GEOID18
 QT0278  DYNAMIC HEIGHT  -        924.462 (meters)     3033.01  (feet) COMP
 QT0278  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 QT0278
 QT0278  VERT ORDER      -  SECOND    CLASS 0
 QT0278
 QT0278.The horizontal coordinates were scaled from a map and have
 QT0278.an estimated accuracy of +/- 6 seconds.
 QT0278
 QT0278.The orthometric height was determined by differential leveling and
 QT0278.adjusted by the NATIONAL GEODETIC SURVEY
 QT0278.in June 1991.
 QT0278
 QT0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0278.GEOID18 height accuracy estimate available here.
 QT0278
 QT0278.Click photographs - Photos may exist for this station.
 QT0278
 QT0278.The dynamic height is computed by dividing the NAVD 88
 QT0278.geopotential number by the normal gravity value computed on the
 QT0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0278.degrees latitude (g = 980.6199 gals.).
 QT0278
 QT0278.The modeled gravity was interpolated from observed gravity values.
 QT0278
 QT0278;                    North         East    Units  Estimated Accuracy
 QT0278;SPC SD N     -   157,580.      326,090.      MT  (+/- 180 meters Scaled)
 QT0278
 QT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL188060(NAD 83)
 QT0278
 QT0278                          SUPERSEDED SURVEY CONTROL
 QT0278
 QT0278  NGVD 29 (??/??/92)  924.168  (m)         3032.04   (f) ADJ UNCH    2 0
 QT0278
 QT0278.Superseded values are not recommended for survey control.
 QT0278
 QT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0278.See file dsdata.pdf to determine how the superseded data were derived.
 QT0278
 QT0278_MARKER: DB = BENCH MARK DISK
 QT0278_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0278_STAMPING: U 124 1934
 QT0278_MARK LOGO: CGS
 QT0278_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0278
 QT0278  HISTORY     - Date     Condition        Report By
 QT0278  HISTORY     - 1934     MONUMENTED       CGS
 QT0278  HISTORY     - 1973     GOOD             USGS
 QT0278
 QT0278                          STATION DESCRIPTION
 QT0278
 QT0278'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0278'2.6 MI W FROM MASON.
 QT0278'REDIG POSTOFFICE, HARDING CO., THENCE SOUTH 5.0 MI. ALONG U.S.
 QT0278'HWY. 85 TO X-RD., THENCE EAST 2.9 MILES TO X-RD.  34 FEET SOUTH,
 QT0278'9 FEET WEST AND 3.1 FEET LOWER THAN CENTER OF ROAD INTERSECTION.
 QT0278'A STANDARD DISK STAMPED U 124 1934 AND SET IN THE TOP OF A
 QT0278'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2397 ***********************************************************************
 PU2397  DESIGNATION -  U 125 RESET
 PU2397  PID         -  PU2397
 PU2397  STATE/COUNTY-  SD/MEADE
 PU2397  COUNTRY     -  US
 PU2397  USGS QUAD   -  DURKEE LAKE (2017)
 PU2397
 PU2397                         *CURRENT SURVEY CONTROL
 PU2397  ______________________________________________________________________
 PU2397* NAD 83(1986) POSITION- 44 55 16.     (N) 102 02 43.     (W)   SCALED
 PU2397* NAVD 88 ORTHO HEIGHT -   747.706 (meters)     2453.10  (feet) ADJUSTED
 PU2397  ______________________________________________________________________
 PU2397  GEOID HEIGHT    -        -19.596 (meters)                     GEOID18
 PU2397  DYNAMIC HEIGHT  -        747.552 (meters)     2452.59  (feet) COMP
 PU2397  MODELED GRAVITY -    980,385.1   (mgal)                       NAVD 88
 PU2397
 PU2397  VERT ORDER      -  FIRST     CLASS II
 PU2397
 PU2397.The horizontal coordinates were scaled from a map and have
 PU2397.an estimated accuracy of +/- 6 seconds.
 PU2397
 PU2397.The orthometric height was determined by differential leveling and
 PU2397.adjusted by the NATIONAL GEODETIC SURVEY
 PU2397.in July 1998.
 PU2397
 PU2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2397.GEOID18 height accuracy estimate available here.
 PU2397
 PU2397.Click photographs - Photos may exist for this station.
 PU2397
 PU2397.The dynamic height is computed by dividing the NAVD 88
 PU2397.geopotential number by the normal gravity value computed on the
 PU2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2397.degrees latitude (g = 980.6199 gals.).
 PU2397
 PU2397.The modeled gravity was interpolated from observed gravity values.
 PU2397
 PU2397;                    North         East    Units  Estimated Accuracy
 PU2397;SPC SD N     -   122,920.      438,540.      MT  (+/- 180 meters Scaled)
 PU2397
 PU2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK331784(NAD 83)
 PU2397
 PU2397                          SUPERSEDED SURVEY CONTROL
 PU2397
 PU2397  NGVD 29 (04/17/07)  747.21   (m)         2451.5    (f) RESET       3  
 PU2397
 PU2397.Superseded values are not recommended for survey control.
 PU2397
 PU2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2397.See file dsdata.pdf to determine how the superseded data were derived.
 PU2397
 PU2397_MARKER: DV = VERTICAL CONTROL DISK
 PU2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2397_STAMPING: U 125 RESET 1987
 PU2397_MARK LOGO: NGS
 PU2397_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2397+STABILITY: SURFACE MOTION
 PU2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2397+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2397
 PU2397  HISTORY     - Date     Condition        Report By
 PU2397  HISTORY     - 1987     MONUMENTED       NGS
 PU2397  HISTORY     - 19960711 GOOD             NGS
 PU2397
 PU2397                          STATION DESCRIPTION
 PU2397
 PU2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2397'0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 PU2397'FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212,
 PU2397'THEN SOUTH, 11.8 KM (7.35 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE
 PU2397'WEST IN FAITH),  30.5 M (100.1 FT) WEST FROM THE CENTER OF 73,
 PU2397'0.3 M (1.0 FT) EAST FROM A WITNESS POST,
 PU2397'0.3 M (1.0 FT) NORTH FROM A FENCE,
 PU2397'9.75 M (32.0 FT) SOUTH FROM THE SECTION LINE, IN THE TOP OF A
 PU2397'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  AT THE NE CORNER OF
 PU2397'THE NE 1/4, SECTION 16, T 11 N, R 17 E., 1.85 KM (1.15 MI) NORTH OF
 PU2397'BENCH MARK M 394 RESET
 PU2397
 PU2397                          STATION RECOVERY (1996)
 PU2397
 PU2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2397'11.4 KM (7.10 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2397'OF U.S. HIGHWAY 212 IN FAITH, 472.0 M (1548.6 FT) NORTH OF MILEPOST
 PU2397'167, 30.6 M (100.4 FT) WEST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 PU2397'SOUTH OF THE CENTER OF A TRACK ROAD, 7.4 M (24.3 FT) WEST OF A T-FENCE
 PU2397'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PU2397'EAST OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 PU2397'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0657 ***********************************************************************
 PT0657  DESIGNATION -  U 126
 PT0657  PID         -  PT0657
 PT0657  STATE/COUNTY-  SD/HAAKON
 PT0657  COUNTRY     -  US
 PT0657  USGS QUAD   -  HILLAND NW (2017)
 PT0657
 PT0657                         *CURRENT SURVEY CONTROL
 PT0657  ______________________________________________________________________
 PT0657* NAD 83(1986) POSITION- 44 24 55.     (N) 101 53 36.     (W)   SCALED
 PT0657* NAVD 88 ORTHO HEIGHT -   669.052 (meters)     2195.05  (feet) ADJUSTED
 PT0657  ______________________________________________________________________
 PT0657  GEOID HEIGHT    -        -20.306 (meters)                     GEOID18
 PT0657  DYNAMIC HEIGHT  -        668.888 (meters)     2194.51  (feet) COMP
 PT0657  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 PT0657
 PT0657  VERT ORDER      -  SECOND    CLASS 0
 PT0657
 PT0657.The horizontal coordinates were scaled from a map and have
 PT0657.an estimated accuracy of +/- 6 seconds.
 PT0657
 PT0657.The orthometric height was determined by differential leveling and
 PT0657.adjusted by the NATIONAL GEODETIC SURVEY
 PT0657.in June 1991.
 PT0657
 PT0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0657.GEOID18 height accuracy estimate available here.
 PT0657
 PT0657.Click photographs - Photos may exist for this station.
 PT0657
 PT0657.The dynamic height is computed by dividing the NAVD 88
 PT0657.geopotential number by the normal gravity value computed on the
 PT0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0657.degrees latitude (g = 980.6199 gals.).
 PT0657
 PT0657.The modeled gravity was interpolated from observed gravity values.
 PT0657
 PT0657;                    North         East    Units  Estimated Accuracy
 PT0657;SPC SD S     -   232,460.      475,760.      MT  (+/- 180 meters Scaled)
 PT0657
 PT0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ696220(NAD 83)
 PT0657
 PT0657                          SUPERSEDED SURVEY CONTROL
 PT0657
 PT0657  NGVD 29 (??/??/92)  668.599  (m)         2193.56   (f) ADJ UNCH    2 0
 PT0657
 PT0657.Superseded values are not recommended for survey control.
 PT0657
 PT0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0657.See file dsdata.pdf to determine how the superseded data were derived.
 PT0657
 PT0657_MARKER: DB = BENCH MARK DISK
 PT0657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0657_SP_SET: BRIDGE
 PT0657_STAMPING: U 126 1934
 PT0657_MARK LOGO: CGS
 PT0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0657
 PT0657  HISTORY     - Date     Condition        Report By
 PT0657  HISTORY     - 1934     MONUMENTED       CGS
 PT0657  HISTORY     - 1962     GOOD             CGS
 PT0657
 PT0657                          STATION DESCRIPTION
 PT0657
 PT0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0657'15.9 MI W FROM MILESVILLE.
 PT0657'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0657'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0657'HIGHWAY 34 AND 73, THENCE 4.55 MILES NORTHWEST ALONG A GRAVEL
 PT0657'ROAD WHICH WAS FORMERLY HIGHWAY 34 AND 73, AT A BRIDGE OVER
 PT0657'BRIDGER CREEK, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PT0657'SET IN THE TOP OF THE NORTHEAST CONCRETE WINGWALL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0305 ***********************************************************************
 PU0305  DESIGNATION -  U 129
 PU0305  PID         -  PU0305
 PU0305  STATE/COUNTY-  SD/MEADE
 PU0305  COUNTRY     -  US
 PU0305  USGS QUAD   -  WASTA NW (2017)
 PU0305
 PU0305                         *CURRENT SURVEY CONTROL
 PU0305  ______________________________________________________________________
 PU0305* NAD 83(1986) POSITION- 44 09 40.43   (N) 102 29 16.16   (W)   HD_HELD1
 PU0305* NAVD 88 ORTHO HEIGHT -   824.158 (meters)     2703.93  (feet) ADJUSTED
 PU0305  ______________________________________________________________________
 PU0305  GEOID HEIGHT    -        -18.493 (meters)                     GEOID18
 PU0305  DYNAMIC HEIGHT  -        823.917 (meters)     2703.13  (feet) COMP
 PU0305  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 PU0305
 PU0305  VERT ORDER      -  SECOND    CLASS 0
 PU0305
 PU0305.The horizontal coordinates were determined by differentially corrected
 PU0305.hand held GPS observations or other comparable positioning techniques
 PU0305.and have an estimated accuracy of +/- 3 meters.
 PU0305
 PU0305.The orthometric height was determined by differential leveling and
 PU0305.adjusted by the NATIONAL GEODETIC SURVEY
 PU0305.in June 1991.
 PU0305
 PU0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0305.GEOID18 height accuracy estimate available here.
 PU0305
 PU0305.Click photographs - Photos may exist for this station.
 PU0305
 PU0305.The dynamic height is computed by dividing the NAVD 88
 PU0305.geopotential number by the normal gravity value computed on the
 PU0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0305.degrees latitude (g = 980.6199 gals.).
 PU0305
 PU0305.The modeled gravity was interpolated from observed gravity values.
 PU0305
 PU0305;                    North         East    Units  Estimated Accuracy
 PU0305;SPC SD N     -    39,494.9     401,022.0     MT  (+/- 3 meters HH1 GPS) 
 PU0305
 PU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0086792849(NAD 83)
 PU0305
 PU0305                          SUPERSEDED SURVEY CONTROL
 PU0305
 PU0305  NGVD 29 (??/??/92)  823.691  (m)         2702.39   (f) ADJ UNCH    2 0
 PU0305
 PU0305.Superseded values are not recommended for survey control.
 PU0305
 PU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0305.See file dsdata.pdf to determine how the superseded data were derived.
 PU0305
 PU0305_MARKER: DB = BENCH MARK DISK
 PU0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0305_STAMPING: U 129 1934
 PU0305_MARK LOGO: CGS
 PU0305_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0305
 PU0305  HISTORY     - Date     Condition        Report By
 PU0305  HISTORY     - 1934     MONUMENTED       CGS
 PU0305
 PU0305                          STATION DESCRIPTION
 PU0305
 PU0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0305'7.8 MI N FROM WASTA.
 PU0305'IN MEADE COUNTY, 7.8 MILES NORTH ALONG THE ROAD LEADING TO
 PU0305'ENNING FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT
 PU0305'WASTA, PENNINGTON COUNTY, 0.5 MILE SOUTH OF A SCHOOL BUILDING
 PU0305'EAST OF THE ROAD, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.5
 PU0305'FEET NORTH OF A FENCE CORNER, AND 1.3 FEET WEST OF A FENCE
 PU0305'LINE PARALLELING THE ROAD.  A STANDARD DISK, STAMPED U 129 1934
 PU0305'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PU0305'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0123 ***********************************************************************
 PT0123  DESIGNATION -  U 13
 PT0123  PID         -  PT0123
 PT0123  STATE/COUNTY-  SD/STANLEY
 PT0123  COUNTRY     -  US
 PT0123  USGS QUAD   -  PIERRE (2017)
 PT0123
 PT0123                         *CURRENT SURVEY CONTROL
 PT0123  ______________________________________________________________________
 PT0123* NAD 83(1986) POSITION- 44 21 00.     (N) 100 22 28.     (W)   SCALED
 PT0123* NAVD 88 ORTHO HEIGHT -   438.394 (meters)     1438.30  (feet) ADJUSTED
 PT0123  ______________________________________________________________________
 PT0123  GEOID HEIGHT    -        -23.507 (meters)                     GEOID18
 PT0123  DYNAMIC HEIGHT  -        438.304 (meters)     1438.00  (feet) COMP
 PT0123  MODELED GRAVITY -    980,400.1   (mgal)                       NAVD 88
 PT0123
 PT0123  VERT ORDER      -  FIRST     CLASS II
 PT0123
 PT0123.The horizontal coordinates were scaled from a map and have
 PT0123.an estimated accuracy of +/- 6 seconds.
 PT0123
 PT0123.The orthometric height was determined by differential leveling and
 PT0123.adjusted by the NATIONAL GEODETIC SURVEY
 PT0123.in June 1991.
 PT0123
 PT0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0123.GEOID18 height accuracy estimate available here.
 PT0123
 PT0123.Click photographs - Photos may exist for this station.
 PT0123
 PT0123.The dynamic height is computed by dividing the NAVD 88
 PT0123.geopotential number by the normal gravity value computed on the
 PT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0123.degrees latitude (g = 980.6199 gals.).
 PT0123
 PT0123.The modeled gravity was interpolated from observed gravity values.
 PT0123
 PT0123;                    North         East    Units  Estimated Accuracy
 PT0123;SPC SD S     -   224,040.      596,720.      MT  (+/- 180 meters Scaled)
 PT0123
 PT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ904116(NAD 83)
 PT0123
 PT0123                          SUPERSEDED SURVEY CONTROL
 PT0123
 PT0123  NGVD 29 (??/??/92)  438.013  (m)         1437.05   (f) ADJ UNCH    1 2
 PT0123
 PT0123.Superseded values are not recommended for survey control.
 PT0123
 PT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0123.See file dsdata.pdf to determine how the superseded data were derived.
 PT0123
 PT0123_MARKER: DB = BENCH MARK DISK
 PT0123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PT0123_SP_SET: PIER
 PT0123_STAMPING: U 13 1926 1437.08
 PT0123_MARK LOGO: CGS
 PT0123_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0123+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1995
 PT0123
 PT0123  HISTORY     - Date     Condition        Report By
 PT0123  HISTORY     - 1926     MONUMENTED       CGS
 PT0123  HISTORY     - 1949     GOOD             CGS
 PT0123  HISTORY     - 1951     GOOD             CGS
 PT0123  HISTORY     - 19861110 GOOD             NGS
 PT0123  HISTORY     - 19950802 GOOD             NGS
 PT0123
 PT0123                          STATION DESCRIPTION
 PT0123
 PT0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0123'AT FORT PIERRE.
 PT0123'0.55 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0123'FROM THE STATION AT FORT PIERRE, AT RAILROAD BRIDGE 1506, SET
 PT0123'IN THE EAST END OF THE PIER AT THE NORTH END OF THE BRIDGE, 4
 PT0123'FEET LOWER THAN THE TOP OF THE RAIL.
 PT0123
 PT0123                          STATION RECOVERY (1951)
 PT0123
 PT0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0123'RECOVERED IN GOOD CONDITION.
 PT0123
 PT0123                          STATION RECOVERY (1986)
 PT0123
 PT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0123'AT FORT PIERRE, SET IN THE EAST END OF THE PIER, AT THE NORTH END,
 PT0123'OF THE CHICAGO AND NORTH WESTERN RAILWAY BRIDGE, OVER THE BAD RIVER,
 PT0123'1.22 M (4.0 FT) LOWER THAN THE TOP OF THE RAIL.
 PT0123
 PT0123                          STATION RECOVERY (1995)
 PT0123
 PT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0123'0.5 KM (0.30 MI) SOUTHERLY ALONG DEADWOOD STREET FROM THE POST OFFICE
 PT0123'IN FORT PIERRE, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG MAIN AVENUE,
 PT0123'THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG THE CHICAGO NORTHWESTERN
 PT0123'RAILROAD, IN TOP OF AND 1.5 M (4.9 FT) WEST OF THE EAST END OF THE
 PT0123'CONCRETE PIER AT THE NORTH END OF THE STEEL SPAN OF THE RAILROAD
 PT0123'BRIDGE SPANNING THE BAD RIVER, 3.2 M (10.5 FT) EAST OF THE NEAR RAIL,
 PT0123'AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0076 ***********************************************************************
 OT0076  DESIGNATION -  U 130
 OT0076  PID         -  OT0076
 OT0076  STATE/COUNTY-  SD/PENNINGTON
 OT0076  COUNTRY     -  US
 OT0076  USGS QUAD   -  WALL SE (2017)
 OT0076
 OT0076                         *CURRENT SURVEY CONTROL
 OT0076  ______________________________________________________________________
 OT0076* NAD 83(1986) POSITION- 43 47 34.     (N) 102 04 45.     (W)   SCALED
 OT0076* NAVD 88 ORTHO HEIGHT -   817.049 (meters)     2680.60  (feet) ADJUSTED
 OT0076  ______________________________________________________________________
 OT0076  GEOID HEIGHT    -        -19.584 (meters)                     GEOID18
 OT0076  DYNAMIC HEIGHT  -        816.782 (meters)     2679.73  (feet) COMP
 OT0076  MODELED GRAVITY -    980,265.1   (mgal)                       NAVD 88
 OT0076
 OT0076  VERT ORDER      -  SECOND    CLASS 0
 OT0076
 OT0076.The horizontal coordinates were scaled from a map and have
 OT0076.an estimated accuracy of +/- 6 seconds.
 OT0076
 OT0076.The orthometric height was determined by differential leveling and
 OT0076.adjusted by the NATIONAL GEODETIC SURVEY
 OT0076.in June 1991.
 OT0076
 OT0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0076.GEOID18 height accuracy estimate available here.
 OT0076
 OT0076.Click photographs - Photos may exist for this station.
 OT0076
 OT0076.The dynamic height is computed by dividing the NAVD 88
 OT0076.geopotential number by the normal gravity value computed on the
 OT0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0076.degrees latitude (g = 980.6199 gals.).
 OT0076
 OT0076.The modeled gravity was interpolated from observed gravity values.
 OT0076
 OT0076;                    North         East    Units  Estimated Accuracy
 OT0076;SPC SD S     -   163,610.      459,510.      MT  (+/- 180 meters Scaled)
 OT0076
 OT0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ349530(NAD 83)
 OT0076
 OT0076                          SUPERSEDED SURVEY CONTROL
 OT0076
 OT0076  NGVD 29 (??/??/92)  816.586  (m)         2679.08   (f) ADJ UNCH    2 0
 OT0076
 OT0076.Superseded values are not recommended for survey control.
 OT0076
 OT0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0076.See file dsdata.pdf to determine how the superseded data were derived.
 OT0076
 OT0076_MARKER: DB = BENCH MARK DISK
 OT0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0076_STAMPING: U 130 1934
 OT0076_MARK LOGO: CGS
 OT0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0076+STABILITY: SURFACE MOTION
 OT0076
 OT0076  HISTORY     - Date     Condition        Report By
 OT0076  HISTORY     - 1934     MONUMENTED       CGS
 OT0076  HISTORY     - 1962     GOOD             CGS
 OT0076
 OT0076                          STATION DESCRIPTION
 OT0076
 OT0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0076'9.6 MI NW FROM INTERIOR.
 OT0076'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL,
 OT0076'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 4.7
 OT0076'MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.1 MILES
 OT0076'NORTHWEST ALONG U.S. HIGHWAY 16A, 0.5 MILE EAST OF AN ASPHALT
 OT0076'PARKING AREA, ON A SLIGHT RISE AND CUT BANK ON THE NORTHWEST
 OT0076'SIDE OF THE HIGHWAY, 59 FEET NORTHWEST OF THE CENTER LINE OF THE
 OT0076'HIGHWAY, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, 1.3 FEET
 OT0076'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 OT0076'CONCRETE POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0631 ***********************************************************************
 PU0631  DESIGNATION -  U 131
 PU0631  PID         -  PU0631
 PU0631  STATE/COUNTY-  SD/PENNINGTON
 PU0631  COUNTRY     -  US
 PU0631  USGS QUAD   -  NEW UNDERWOOD SW (2017)
 PU0631
 PU0631                         *CURRENT SURVEY CONTROL
 PU0631  ______________________________________________________________________
 PU0631* NAD 83(1986) POSITION- 44 06 16.     (N) 102 59 25.     (W)   SCALED
 PU0631* NAVD 88 ORTHO HEIGHT -   903.839 (meters)     2965.35  (feet) ADJUSTED
 PU0631  ______________________________________________________________________
 PU0631  GEOID HEIGHT    -        -16.982 (meters)                     GEOID18
 PU0631  DYNAMIC HEIGHT  -        903.545 (meters)     2964.38  (feet) COMP
 PU0631  MODELED GRAVITY -    980,262.5   (mgal)                       NAVD 88
 PU0631
 PU0631  VERT ORDER      -  SECOND    CLASS 0
 PU0631
 PU0631.The horizontal coordinates were scaled from a map and have
 PU0631.an estimated accuracy of +/- 6 seconds.
 PU0631
 PU0631.The orthometric height was determined by differential leveling and
 PU0631.adjusted by the NATIONAL GEODETIC SURVEY
 PU0631.in June 1991.
 PU0631
 PU0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0631.GEOID18 height accuracy estimate available here.
 PU0631
 PU0631.Click photographs - Photos may exist for this station.
 PU0631
 PU0631.The dynamic height is computed by dividing the NAVD 88
 PU0631.geopotential number by the normal gravity value computed on the
 PU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0631.degrees latitude (g = 980.6199 gals.).
 PU0631
 PU0631.The modeled gravity was interpolated from observed gravity values.
 PU0631
 PU0631;                    North         East    Units  Estimated Accuracy
 PU0631;SPC SD S     -   200,160.      387,320.      MT  (+/- 180 meters Scaled)
 PU0631
 PU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ608854(NAD 83)
 PU0631
 PU0631                          SUPERSEDED SURVEY CONTROL
 PU0631
 PU0631  NGVD 29 (??/??/92)  903.369  (m)         2963.80   (f) ADJ UNCH    2 0
 PU0631
 PU0631.Superseded values are not recommended for survey control.
 PU0631
 PU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0631.See file dsdata.pdf to determine how the superseded data were derived.
 PU0631
 PU0631_MARKER: DB = BENCH MARK DISK
 PU0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0631_STAMPING: U 131 1934
 PU0631_MARK LOGO: CGS
 PU0631_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0631+STABILITY: SURFACE MOTION
 PU0631
 PU0631  HISTORY     - Date     Condition        Report By
 PU0631  HISTORY     - 1934     MONUMENTED       CGS
 PU0631
 PU0631                          STATION DESCRIPTION
 PU0631
 PU0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0631'7.8 MI W FROM NEW UNDERWOOD.
 PU0631'7.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PU0631'THE STATION AT NEW UNDERWOOD, PENNINGTON COUNTY, 7 POLES EAST
 PU0631'OF MILEPOST 637, 66 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 PU0631'OF A SECTION ROAD, 45.6 FEET NORTH OF THE NORTH RAIL, 12 FEET WEST
 PU0631'OF THE RIGHT-OF-WAY FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE
 PU0631'LINE.  A STANDARD DISK SET IN THE TOP OF THE CONCRETE POST
 PU0631'PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0191 ***********************************************************************
 OT0191  DESIGNATION -  U 132
 OT0191  PID         -  OT0191
 OT0191  STATE/COUNTY-  SD/SHANNON
 OT0191  COUNTRY     -  US
 OT0191  USGS QUAD   -  EVERGREEN SW (2017)
 OT0191
 OT0191                         *CURRENT SURVEY CONTROL
 OT0191  ______________________________________________________________________
 OT0191* NAD 83(1986) POSITION- 43 21 37.     (N) 102 29 31.     (W)   SCALED
 OT0191* NAVD 88 ORTHO HEIGHT -   879.465 (meters)     2885.38  (feet) ADJUSTED
 OT0191  ______________________________________________________________________
 OT0191  GEOID HEIGHT    -        -18.318 (meters)                     GEOID18
 OT0191  DYNAMIC HEIGHT  -        879.131 (meters)     2884.28  (feet) COMP
 OT0191  MODELED GRAVITY -    980,210.3   (mgal)                       NAVD 88
 OT0191
 OT0191  VERT ORDER      -  SECOND    CLASS 0
 OT0191
 OT0191.The horizontal coordinates were scaled from a map and have
 OT0191.an estimated accuracy of +/- 6 seconds.
 OT0191
 OT0191.The orthometric height was determined by differential leveling and
 OT0191.adjusted by the NATIONAL GEODETIC SURVEY
 OT0191.in June 1991.
 OT0191
 OT0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0191.GEOID18 height accuracy estimate available here.
 OT0191
 OT0191.Click photographs - Photos may exist for this station.
 OT0191
 OT0191.The dynamic height is computed by dividing the NAVD 88
 OT0191.geopotential number by the normal gravity value computed on the
 OT0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0191.degrees latitude (g = 980.6199 gals.).
 OT0191
 OT0191.The modeled gravity was interpolated from observed gravity values.
 OT0191
 OT0191;                    North         East    Units  Estimated Accuracy
 OT0191;SPC SD S     -   116,360.      425,050.      MT  (+/- 180 meters Scaled)
 OT0191
 OT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ032038(NAD 83)
 OT0191
 OT0191                          SUPERSEDED SURVEY CONTROL
 OT0191
 OT0191  NGVD 29 (??/??/92)  879.012  (m)         2883.89   (f) ADJ UNCH    2 0
 OT0191
 OT0191.Superseded values are not recommended for survey control.
 OT0191
 OT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0191.See file dsdata.pdf to determine how the superseded data were derived.
 OT0191
 OT0191_MARKER: DB = BENCH MARK DISK
 OT0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0191_STAMPING: U 132 1934
 OT0191_MARK LOGO: CGS
 OT0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0191+STABILITY: SURFACE MOTION
 OT0191
 OT0191  HISTORY     - Date     Condition        Report By
 OT0191  HISTORY     - 1934     MONUMENTED       CGS
 OT0191  HISTORY     - 1948     GOOD             CGS
 OT0191
 OT0191                          STATION DESCRIPTION
 OT0191
 OT0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OT0191'9.6 MI N FROM MANDERSON.
 OT0191'9.6 MILES NORTH ALONG THE ROAD LEADING TO SCENIC FROM MANDERSON,
 OT0191'SHANNON COUNTY, 0.4 MILE SOUTH OF A CREEK, ON THE NORTH SLOPE
 OT0191'OF A LONG HILL, AND 21 FEET EAST OF THE CENTERLINE OF THE ROAD.
 OT0191'A STANDARD DISK, STAMPED U 132 1934 AND SET IN THE TOP OF A
 OT0191'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0387 ***********************************************************************
 OT0387  DESIGNATION -  U 133
 OT0387  PID         -  OT0387
 OT0387  STATE/COUNTY-  SD/FALL RIVER
 OT0387  COUNTRY     -  US
 OT0387  USGS QUAD   -  BUFFALO GAP (2017)
 OT0387
 OT0387                         *CURRENT SURVEY CONTROL
 OT0387  ______________________________________________________________________
 OT0387* NAD 83(1986) POSITION- 43 24 55.     (N) 103 15 58.     (W)   SCALED
 OT0387* NAVD 88 ORTHO HEIGHT -   897.941 (meters)     2945.99  (feet) ADJUSTED
 OT0387  ______________________________________________________________________
 OT0387  GEOID HEIGHT    -        -16.520 (meters)                     GEOID18
 OT0387  DYNAMIC HEIGHT  -        897.580 (meters)     2944.81  (feet) COMP
 OT0387  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 OT0387
 OT0387  VERT ORDER      -  SECOND    CLASS 0
 OT0387
 OT0387.The horizontal coordinates were scaled from a map and have
 OT0387.an estimated accuracy of +/- 6 seconds.
 OT0387
 OT0387.The orthometric height was determined by differential leveling and
 OT0387.adjusted by the NATIONAL GEODETIC SURVEY
 OT0387.in June 1991.
 OT0387
 OT0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0387.GEOID18 height accuracy estimate available here.
 OT0387
 OT0387.Click photographs - Photos may exist for this station.
 OT0387
 OT0387.The dynamic height is computed by dividing the NAVD 88
 OT0387.geopotential number by the normal gravity value computed on the
 OT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0387.degrees latitude (g = 980.6199 gals.).
 OT0387
 OT0387.The modeled gravity was interpolated from observed gravity values.
 OT0387
 OT0387;                    North         East    Units  Estimated Accuracy
 OT0387;SPC SD S     -   124,390.      362,550.      MT  (+/- 180 meters Scaled)
 OT0387
 OT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ403083(NAD 83)
 OT0387
 OT0387                          SUPERSEDED SURVEY CONTROL
 OT0387
 OT0387  NGVD 29 (??/??/92)  897.491  (m)         2944.52   (f) ADJ UNCH    2 0
 OT0387
 OT0387.Superseded values are not recommended for survey control.
 OT0387
 OT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0387.See file dsdata.pdf to determine how the superseded data were derived.
 OT0387
 OT0387_MARKER: DB = BENCH MARK DISK
 OT0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0387_SP_SET: ABUTMENT
 OT0387_STAMPING: U 133 1934
 OT0387_MARK LOGO: CGS
 OT0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0387
 OT0387  HISTORY     - Date     Condition        Report By
 OT0387  HISTORY     - 1934     MONUMENTED       CGS
 OT0387
 OT0387                          STATION DESCRIPTION
 OT0387
 OT0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0387'0.7 MI N FROM ORAL.
 OT0387'0.7 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0387'THE STATION AT ORAL, FALL RIVER COUNTY, AT THE BRIDGE OVER
 OT0387'CHEYENNE RIVER, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 OT0387'ABUTMENT, AND 3.7 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 OT0387'STAMPED U 133 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0217 ***********************************************************************
 OT0217  DESIGNATION -  U 134
 OT0217  PID         -  OT0217
 OT0217  STATE/COUNTY-  SD/SHANNON
 OT0217  COUNTRY     -  US
 OT0217  USGS QUAD   -  MANDERSON SW (2017)
 OT0217
 OT0217                         *CURRENT SURVEY CONTROL
 OT0217  ______________________________________________________________________
 OT0217* NAD 83(1986) POSITION- 43 01 56.     (N) 102 28 30.     (W)   SCALED
 OT0217* NAVD 88 ORTHO HEIGHT -  1016.332 (meters)     3334.42  (feet) ADJUSTED
 OT0217  ______________________________________________________________________
 OT0217  GEOID HEIGHT    -        -18.231 (meters)                     GEOID18
 OT0217  DYNAMIC HEIGHT  -       1015.870 (meters)     3332.90  (feet) COMP
 OT0217  MODELED GRAVITY -    980,131.5   (mgal)                       NAVD 88
 OT0217
 OT0217  VERT ORDER      -  SECOND    CLASS 0
 OT0217
 OT0217.The horizontal coordinates were scaled from a map and have
 OT0217.an estimated accuracy of +/- 6 seconds.
 OT0217
 OT0217.The orthometric height was determined by differential leveling and
 OT0217.adjusted by the NATIONAL GEODETIC SURVEY
 OT0217.in June 1991.
 OT0217
 OT0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0217.GEOID18 height accuracy estimate available here.
 OT0217
 OT0217.Click photographs - Photos may exist for this station.
 OT0217
 OT0217.The dynamic height is computed by dividing the NAVD 88
 OT0217.geopotential number by the normal gravity value computed on the
 OT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0217.degrees latitude (g = 980.6199 gals.).
 OT0217
 OT0217.The modeled gravity was interpolated from observed gravity values.
 OT0217
 OT0217;                    North         East    Units  Estimated Accuracy
 OT0217;SPC SD S     -    79,890.      425,480.      MT  (+/- 180 meters Scaled)
 OT0217
 OT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH057674(NAD 83)
 OT0217
 OT0217                          SUPERSEDED SURVEY CONTROL
 OT0217
 OT0217  NGVD 29 (??/??/92) 1015.822  (m)         3332.74   (f) ADJ UNCH    2 0
 OT0217
 OT0217.Superseded values are not recommended for survey control.
 OT0217
 OT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0217.See file dsdata.pdf to determine how the superseded data were derived.
 OT0217
 OT0217_MARKER: DB = BENCH MARK DISK
 OT0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0217_STAMPING: U 134 1934
 OT0217_MARK LOGO: CGS
 OT0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0217+STABILITY: SURFACE MOTION
 OT0217
 OT0217  HISTORY     - Date     Condition        Report By
 OT0217  HISTORY     - 1934     MONUMENTED       CGS
 OT0217  HISTORY     - 1966     GOOD             USGS
 OT0217  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0217
 OT0217                          STATION DESCRIPTION
 OT0217
 OT0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0217'4.2 MI E FROM PINE RIDGE.
 OT0217'4.2 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE INDIAN AGENCY AT
 OT0217'PINE RIDGE, SHANNON COUNTY, 32 FEET EAST OF THE CENTERLINE OF A
 OT0217'NORTH-AND-SOUTH SECTION ROAD, 35 FEET NORTH OF THE CENTERLINE
 OT0217'OF THE HIGHWAY, AND 3.5 FEET NORTHEAST OF A FENCE CORNER.  A
 OT0217'STANDARD DISK, STAMPED U 134 1934 AND SET IN THE TOP OF A
 OT0217'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  ABOUT 450 FEET
 OT0217'SOUTH C/L U.S. HIGHWAY 18 AT N-S DRIVE CROSSING, 32 FEET EAST
 OT0217'C/L OLD N-S ROAD DITCH, 60 FEET EAST C/L OLD ROAD FILL, 2 FEET
 OT0217'NORTH OF NORTH ROW FENCE.
 OT0217
 OT0217                          STATION RECOVERY (1966)
 OT0217
 OT0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0217'RECOVERED IN GOOD CONDITION.
 OT0217
 OT0217                          STATION RECOVERY (1993)
 OT0217
 OT0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0424 ***********************************************************************
 OT0424  DESIGNATION -  U 135
 OT0424  PID         -  OT0424
 OT0424  STATE/COUNTY-  SD/FALL RIVER
 OT0424  COUNTRY     -  US
 OT0424  USGS QUAD   -  OELRICHS (2017)
 OT0424
 OT0424                         *CURRENT SURVEY CONTROL
 OT0424  ______________________________________________________________________
 OT0424* NAD 83(1986) POSITION- 43 11 15.     (N) 103 08 51.     (W)   SCALED
 OT0424* NAVD 88 ORTHO HEIGHT -   989.955 (meters)     3247.88  (feet) ADJUSTED
 OT0424  ______________________________________________________________________
 OT0424  GEOID HEIGHT    -        -17.182 (meters)                     GEOID18
 OT0424  DYNAMIC HEIGHT  -        989.521 (meters)     3246.45  (feet) COMP
 OT0424  MODELED GRAVITY -    980,148.4   (mgal)                       NAVD 88
 OT0424
 OT0424  VERT ORDER      -  SECOND    CLASS 0
 OT0424
 OT0424.The horizontal coordinates were scaled from a map and have
 OT0424.an estimated accuracy of +/- 6 seconds.
 OT0424
 OT0424.The orthometric height was determined by differential leveling and
 OT0424.adjusted by the NATIONAL GEODETIC SURVEY
 OT0424.in June 1991.
 OT0424
 OT0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0424.GEOID18 height accuracy estimate available here.
 OT0424
 OT0424.Click photographs - Photos may exist for this station.
 OT0424
 OT0424.The dynamic height is computed by dividing the NAVD 88
 OT0424.geopotential number by the normal gravity value computed on the
 OT0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0424.degrees latitude (g = 980.6199 gals.).
 OT0424
 OT0424.The modeled gravity was interpolated from observed gravity values.
 OT0424
 OT0424;                    North         East    Units  Estimated Accuracy
 OT0424;SPC SD S     -    98,770.      371,290.      MT  (+/- 180 meters Scaled)
 OT0424
 OT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH505833(NAD 83)
 OT0424
 OT0424                          SUPERSEDED SURVEY CONTROL
 OT0424
 OT0424  NGVD 29 (??/??/92)  989.426  (m)         3246.14   (f) ADJ UNCH    2 0
 OT0424
 OT0424.Superseded values are not recommended for survey control.
 OT0424
 OT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0424.See file dsdata.pdf to determine how the superseded data were derived.
 OT0424
 OT0424_MARKER: DB = BENCH MARK DISK
 OT0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0424_STAMPING: U 135 1934
 OT0424_MARK LOGO: CGS
 OT0424_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0424+STABILITY: SURFACE MOTION
 OT0424
 OT0424  HISTORY     - Date     Condition        Report By
 OT0424  HISTORY     - 1934     MONUMENTED       CGS
 OT0424  HISTORY     - 19930919 MARK NOT FOUND   NGS
 OT0424
 OT0424                          STATION DESCRIPTION
 OT0424
 OT0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0424'4.5 MI E FROM OELRICHS.
 OT0424'4.5 MILES EAST ALONG STATE HIGHWAY 52 FROM THE CHICAGO AND NORTH
 OT0424'WESTERN RAILWAY STATION AT OELRICHS, FALL RIVER COUNTY, AT A
 OT0424'SECTION-LINE CORNER AT A TURN FROM EAST TO NORTH, 70 YARDS EAST
 OT0424'OF THE EAST END OF A WOODEN BRIDGE OVER A CREEK, 77 FEET NORTH
 OT0424'OF THE CENTERLINE OF A ROAD LEADING DIRECTLY EAST, AND 64 FEET
 OT0424'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AT THE CURVE.  A
 OT0424'STANDARD DISK, STAMPED U 135 1934 AND SET IN THE TOP OF A
 OT0424'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 OT0424
 OT0424                          STATION RECOVERY (1993)
 OT0424
 OT0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0424'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0173 ***********************************************************************
 OS0173  DESIGNATION -  U 136
 OS0173  PID         -  OS0173
 OS0173  STATE/COUNTY-  SD/TODD
 OS0173  COUNTRY     -  US
 OS0173  USGS QUAD   -  SOLDIER CREEK (2017)
 OS0173
 OS0173                         *CURRENT SURVEY CONTROL
 OS0173  ______________________________________________________________________
 OS0173* NAD 83(1986) POSITION- 43 16 10.     (N) 100 55 51.     (W)   SCALED
 OS0173* NAVD 88 ORTHO HEIGHT -   787.472 (meters)     2583.56  (feet) ADJUSTED
 OS0173  ______________________________________________________________________
 OS0173  GEOID HEIGHT    -        -22.273 (meters)                     GEOID18
 OS0173  DYNAMIC HEIGHT  -        787.168 (meters)     2582.57  (feet) COMP
 OS0173  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 OS0173
 OS0173  VERT ORDER      -  SECOND    CLASS 0
 OS0173
 OS0173.The horizontal coordinates were scaled from a map and have
 OS0173.an estimated accuracy of +/- 6 seconds.
 OS0173
 OS0173.The orthometric height was determined by differential leveling and
 OS0173.adjusted by the NATIONAL GEODETIC SURVEY
 OS0173.in June 1991.
 OS0173
 OS0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0173.GEOID18 height accuracy estimate available here.
 OS0173
 OS0173.Click photographs - Photos may exist for this station.
 OS0173
 OS0173.The dynamic height is computed by dividing the NAVD 88
 OS0173.geopotential number by the normal gravity value computed on the
 OS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0173.degrees latitude (g = 980.6199 gals.).
 OS0173
 OS0173.The modeled gravity was interpolated from observed gravity values.
 OS0173
 OS0173;                    North         East    Units  Estimated Accuracy
 OS0173;SPC SD S     -   104,170.      551,500.      MT  (+/- 180 meters Scaled)
 OS0173
 OS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN433925(NAD 83)
 OS0173
 OS0173                          SUPERSEDED SURVEY CONTROL
 OS0173
 OS0173  NGVD 29 (??/??/92)  787.080  (m)         2582.28   (f) ADJ UNCH    2 0
 OS0173
 OS0173.Superseded values are not recommended for survey control.
 OS0173
 OS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0173.See file dsdata.pdf to determine how the superseded data were derived.
 OS0173
 OS0173_MARKER: DB = BENCH MARK DISK
 OS0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0173_STAMPING: U 136 1934
 OS0173_MARK LOGO: CGS
 OS0173_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0173+STABILITY: SURFACE MOTION
 OS0173
 OS0173  HISTORY     - Date     Condition        Report By
 OS0173  HISTORY     - 1934     MONUMENTED       CGS
 OS0173  HISTORY     - 1960     GOOD             CGS
 OS0173
 OS0173                          STATION DESCRIPTION
 OS0173
 OS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0173'5 MI W FROM ROSEBUD.
 OS0173'ABOUT 5 MILES WEST ALONG U.S. HIGHWAY 18 FROM ROSEBUD, TODD
 OS0173'COUNTY, ABOUT 0.9 MILE WEST OF THE BRIDGE OVER LITTLE WHITE
 OS0173'RIVER, ABOUT 0.3 MILE SOUTH OF A COUNTRY CHURCH, AND 47 FEET
 OS0173'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 OS0173'STAMPED U 136 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0173'ABOUT 5 INCHES ABOVE GROUND.
 OS0173
 OS0173                          STATION RECOVERY (1960)
 OS0173
 OS0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 OS0173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0051 ***********************************************************************
 OS0051  DESIGNATION -  U 137
 OS0051  PID         -  OS0051
 OS0051  STATE/COUNTY-  SD/TRIPP
 OS0051  COUNTRY     -  US
 OS0051  USGS QUAD   -  CARTER (2017)
 OS0051
 OS0051                         *CURRENT SURVEY CONTROL
 OS0051  ______________________________________________________________________
 OS0051* NAD 83(1986) POSITION- 43 27 15.     (N) 100 12 22.     (W)   SCALED
 OS0051* NAVD 88 ORTHO HEIGHT -   621.056 (meters)     2037.58  (feet) ADJUSTED
 OS0051  ______________________________________________________________________
 OS0051  GEOID HEIGHT    -        -24.868 (meters)                     GEOID18
 OS0051  DYNAMIC HEIGHT  -        620.835 (meters)     2036.86  (feet) COMP
 OS0051  MODELED GRAVITY -    980,244.8   (mgal)                       NAVD 88
 OS0051
 OS0051  VERT ORDER      -  SECOND    CLASS 0
 OS0051
 OS0051.The horizontal coordinates were scaled from a map and have
 OS0051.an estimated accuracy of +/- 6 seconds.
 OS0051
 OS0051.The orthometric height was determined by differential leveling and
 OS0051.adjusted by the NATIONAL GEODETIC SURVEY
 OS0051.in June 1991.
 OS0051
 OS0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0051.GEOID18 height accuracy estimate available here.
 OS0051
 OS0051.Click photographs - Photos may exist for this station.
 OS0051
 OS0051.The dynamic height is computed by dividing the NAVD 88
 OS0051.geopotential number by the normal gravity value computed on the
 OS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0051.degrees latitude (g = 980.6199 gals.).
 OS0051
 OS0051.The modeled gravity was interpolated from observed gravity values.
 OS0051
 OS0051;                    North         East    Units  Estimated Accuracy
 OS0051;SPC SD S     -   124,520.      610,300.      MT  (+/- 180 meters Scaled)
 OS0051
 OS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP024119(NAD 83)
 OS0051
 OS0051                          SUPERSEDED SURVEY CONTROL
 OS0051
 OS0051  NGVD 29 (??/??/92)  620.676  (m)         2036.33   (f) ADJ UNCH    2 0
 OS0051
 OS0051.Superseded values are not recommended for survey control.
 OS0051
 OS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0051.See file dsdata.pdf to determine how the superseded data were derived.
 OS0051
 OS0051_MARKER: DB = BENCH MARK DISK
 OS0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0051_STAMPING: U 137 1934
 OS0051_MARK LOGO: CGS
 OS0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0051+STABILITY: SURFACE MOTION
 OS0051
 OS0051  HISTORY     - Date     Condition        Report By
 OS0051  HISTORY     - 1934     MONUMENTED       CGS
 OS0051  HISTORY     - 1946     GOOD             CGS
 OS0051
 OS0051                          STATION DESCRIPTION
 OS0051
 OS0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0051'4.8 MI SE FROM MOSHER.
 OS0051'LOCATED 4.8 MILES SOUTHEAST OF STATION ALONG CHICAGO AND NORTH
 OS0051'WESTERN RWY AT MOSHER, 6.9 MILES WEST OF STATION AT WITTEN,
 OS0051'163 FEET WEST OF CENTERLINE OF A GRADED COUNTY ROAD CROSSING
 OS0051'THE TRACK, 37.4 FEET SOUTH OF SOUTH RAIL, 25.5 FEET EAST OF M.P.
 OS0051'194 AND IN LINE WITH ROW OF TELEGRAPH POLES.  STANDARD TABLET
 OS0051'SET IN TOP OF CONCRETE POST 6 INCHES HIGH, STAMPED U 137 1934.
 OS0051
 OS0051                          STATION RECOVERY (1946)
 OS0051
 OS0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OS0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0726 ***********************************************************************
 OR0726  DESIGNATION -  U 138
 OR0726  PID         -  OR0726
 OR0726  STATE/COUNTY-  SD/TRIPP
 OR0726  COUNTRY     -  US
 OR0726  USGS QUAD   -  DALLAS (2017)
 OR0726
 OR0726                         *CURRENT SURVEY CONTROL
 OR0726  ______________________________________________________________________
 OR0726* NAD 83(1986) POSITION- 43 14 17.     (N) 099 32 09.     (W)   SCALED
 OR0726* NAVD 88 ORTHO HEIGHT -   670.188 (meters)     2198.78  (feet) ADJUSTED
 OR0726  ______________________________________________________________________
 OR0726  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 OR0726  DYNAMIC HEIGHT  -        669.934 (meters)     2197.94  (feet) COMP
 OR0726  MODELED GRAVITY -    980,220.1   (mgal)                       NAVD 88
 OR0726
 OR0726  VERT ORDER      -  SECOND    CLASS 0
 OR0726
 OR0726.The horizontal coordinates were scaled from a map and have
 OR0726.an estimated accuracy of +/- 6 seconds.
 OR0726
 OR0726.The orthometric height was determined by differential leveling and
 OR0726.adjusted by the NATIONAL GEODETIC SURVEY
 OR0726.in June 1991.
 OR0726
 OR0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0726.GEOID18 height accuracy estimate available here.
 OR0726
 OR0726.Click photographs - Photos may exist for this station.
 OR0726
 OR0726.The dynamic height is computed by dividing the NAVD 88
 OR0726.geopotential number by the normal gravity value computed on the
 OR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0726.degrees latitude (g = 980.6199 gals.).
 OR0726
 OR0726.The modeled gravity was interpolated from observed gravity values.
 OR0726
 OR0726;                    North         East    Units  Estimated Accuracy
 OR0726;SPC SD S     -   100,820.      664,770.      MT  (+/- 180 meters Scaled)
 OR0726
 OR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN564873(NAD 83)
 OR0726
 OR0726                          SUPERSEDED SURVEY CONTROL
 OR0726
 OR0726  NGVD 29 (??/??/92)  669.839  (m)         2197.63   (f) ADJ UNCH    2 0
 OR0726
 OR0726.Superseded values are not recommended for survey control.
 OR0726
 OR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0726.See file dsdata.pdf to determine how the superseded data were derived.
 OR0726
 OR0726_MARKER: DB = BENCH MARK DISK
 OR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0726_STAMPING: U 138 1934
 OR0726_MARK LOGO: CGS
 OR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0726+STABILITY: SURFACE MOTION
 OR0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0726+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1987
 OR0726
 OR0726  HISTORY     - Date     Condition        Report By
 OR0726  HISTORY     - 1934     MONUMENTED       CGS
 OR0726  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0726  HISTORY     - 19870709 SEE DESCRIPTION  NGS
 OR0726  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0726
 OR0726                          STATION DESCRIPTION
 OR0726
 OR0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0726'1 MI W FROM DALLAS.
 OR0726'IN TRIPP COUNTY, ABOUT 1 MILE WEST ALONG THE CHICAGO AND NORTH
 OR0726'WESTERN RAILWAY FROM THE STATION AT DALLAS, GREGORY COUNTY, AT
 OR0726'THE WEST END OF A CUT, ABOUT 220 YARDS EAST OF THE CROSSING OF A
 OR0726'SECTION-LINE ROAD, 85 FEET SOUTHEAST OF THE SOUTH END OF A
 OR0726'2-FOOT IRON CULVERT F 355, 49.5 FEET SOUTH OF THE SOUTH RAIL, AND
 OR0726'23.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OR0726'STAMPED U 138 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0726'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OR0726
 OR0726                          STATION RECOVERY (1971)
 OR0726
 OR0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0726'MARK NOT FOUND.
 OR0726
 OR0726                          STATION RECOVERY (1987)
 OR0726
 OR0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0726'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OR0726
 OR0726                          STATION RECOVERY (1993)
 OR0726
 OR0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0726'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0071 ***********************************************************************
 OS0071  DESIGNATION -  U 139
 OS0071  PID         -  OS0071
 OS0071  STATE/COUNTY-  SD/TRIPP
 OS0071  COUNTRY     -  US
 OS0071  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0071
 OS0071                         *CURRENT SURVEY CONTROL
 OS0071  ______________________________________________________________________
 OS0071* NAD 83(1986) POSITION- 43 30 00.     (N) 100 02 25.     (W)   SCALED
 OS0071* NAVD 88 ORTHO HEIGHT -   588.271 (meters)     1930.02  (feet) ADJUSTED
 OS0071  ______________________________________________________________________
 OS0071  GEOID HEIGHT    -        -25.348 (meters)                     GEOID18
 OS0071  DYNAMIC HEIGHT  -        588.064 (meters)     1929.34  (feet) COMP
 OS0071  MODELED GRAVITY -    980,249.7   (mgal)                       NAVD 88
 OS0071
 OS0071  VERT ORDER      -  SECOND    CLASS 0
 OS0071
 OS0071.The horizontal coordinates were scaled from a map and have
 OS0071.an estimated accuracy of +/- 6 seconds.
 OS0071
 OS0071.The orthometric height was determined by differential leveling and
 OS0071.adjusted by the NATIONAL GEODETIC SURVEY
 OS0071.in June 1991.
 OS0071
 OS0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0071.GEOID18 height accuracy estimate available here.
 OS0071
 OS0071.Click photographs - Photos may exist for this station.
 OS0071
 OS0071.The dynamic height is computed by dividing the NAVD 88
 OS0071.geopotential number by the normal gravity value computed on the
 OS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0071.degrees latitude (g = 980.6199 gals.).
 OS0071
 OS0071.The modeled gravity was interpolated from observed gravity values.
 OS0071
 OS0071;                    North         East    Units  Estimated Accuracy
 OS0071;SPC SD S     -   129,650.      623,700.      MT  (+/- 180 meters Scaled)
 OS0071
 OS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP158168(NAD 83)
 OS0071
 OS0071                          SUPERSEDED SURVEY CONTROL
 OS0071
 OS0071  NGVD 29 (??/??/92)  587.895  (m)         1928.79   (f) ADJ UNCH    2 0
 OS0071
 OS0071.Superseded values are not recommended for survey control.
 OS0071
 OS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0071.See file dsdata.pdf to determine how the superseded data were derived.
 OS0071
 OS0071_MARKER: DB = BENCH MARK DISK
 OS0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0071_STAMPING: U 139 1934
 OS0071_MARK LOGO: CGS
 OS0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0071+STABILITY: SURFACE MOTION
 OS0071
 OS0071  HISTORY     - Date     Condition        Report By
 OS0071  HISTORY     - 1934     MONUMENTED       CGS
 OS0071  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0071
 OS0071                          STATION DESCRIPTION
 OS0071
 OS0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0071'17 MI NW FROM WINNER.
 OS0071'LOCATED 17 MILES NORTHWEST OF THE COUNTY COURT HOUSE ALONG U.S.
 OS0071'HY. 83 AT WINNER, 74 FT. WEST OF CENTERLINE OF U.S. HY. 83,
 OS0071'39 FT. NORTH OF CENTERLINE OF AN EAST-WEST SECTION LINE ROAD,
 OS0071'6.5 FT. NORTH OF TELEPHONE POLE 2.  STANDARD TABLET SET IN TOP
 OS0071'OF CONCRETE POST 4 IN HIGH.
 OS0071
 OS0071                          STATION RECOVERY (1977)
 OS0071
 OS0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0004 ***********************************************************************
 PT0004  DESIGNATION -  U 14
 PT0004  PID         -  PT0004
 PT0004  STATE/COUNTY-  SD/SULLY
 PT0004  COUNTRY     -  US
 PT0004  USGS QUAD   -  ONIDA (2017)
 PT0004
 PT0004                         *CURRENT SURVEY CONTROL
 PT0004  ______________________________________________________________________
 PT0004* NAD 83(1986) POSITION- 44 39 52.     (N) 100 02 33.     (W)   SCALED
 PT0004* NAVD 88 ORTHO HEIGHT -   557.748 (meters)     1829.88  (feet) ADJUSTED
 PT0004  ______________________________________________________________________
 PT0004  GEOID HEIGHT    -        -23.117 (meters)                     GEOID18
 PT0004  DYNAMIC HEIGHT  -        557.647 (meters)     1829.55  (feet) COMP
 PT0004  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 PT0004
 PT0004  VERT ORDER      -  FIRST     CLASS II
 PT0004
 PT0004.The horizontal coordinates were scaled from a map and have
 PT0004.an estimated accuracy of +/- 6 seconds.
 PT0004
 PT0004.The orthometric height was determined by differential leveling and
 PT0004.adjusted by the NATIONAL GEODETIC SURVEY
 PT0004.in June 1991.
 PT0004
 PT0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0004.GEOID18 height accuracy estimate available here.
 PT0004
 PT0004.Click photographs - Photos may exist for this station.
 PT0004
 PT0004.The dynamic height is computed by dividing the NAVD 88
 PT0004.geopotential number by the normal gravity value computed on the
 PT0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0004.degrees latitude (g = 980.6199 gals.).
 PT0004
 PT0004.The modeled gravity was interpolated from observed gravity values.
 PT0004
 PT0004;                    North         East    Units  Estimated Accuracy
 PT0004;SPC SD N     -    92,360.      596,630.      MT  (+/- 180 meters Scaled)
 PT0004
 PT0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ173462(NAD 83)
 PT0004
 PT0004                          SUPERSEDED SURVEY CONTROL
 PT0004
 PT0004  NGVD 29 (??/??/92)  557.384  (m)         1828.68   (f) ADJ UNCH    1 2
 PT0004
 PT0004.Superseded values are not recommended for survey control.
 PT0004
 PT0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0004.See file dsdata.pdf to determine how the superseded data were derived.
 PT0004
 PT0004_MARKER: DB = BENCH MARK DISK
 PT0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0004_STAMPING: 1828.684 U 14 1926
 PT0004_MARK LOGO: CGS
 PT0004_PROJECTION: FLUSH
 PT0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0004+STABILITY: SURFACE MOTION
 PT0004
 PT0004  HISTORY     - Date     Condition        Report By
 PT0004  HISTORY     - 1926     MONUMENTED       CGS
 PT0004  HISTORY     - 1964     MARK NOT FOUND   USGS
 PT0004
 PT0004                          STATION DESCRIPTION
 PT0004
 PT0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0004'3 MI S FROM ONIDA.
 PT0004'3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0004'FROM ONIDA, SULLY COUNTY, ABOUT 1/3 MILE NORTH OF A RANCH
 PT0004'HOUSE, 45 FEET EAST OF THE CENTER LINE OF THE TRACK, 5-1/4
 PT0004'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 8 FEET NORTH OF THE
 PT0004'NORTH FENCE ALONG A SECTION-LINE ROAD, IN LINE WITH A ROW
 PT0004'OF POLES, AND 7.5 FEET SOUTH OF THE FIRST POLE NORTH OF THE
 PT0004'ROAD.  A STANDARD DISK, STAMPED 1828.684 U 14 1926 AND SET IN
 PT0004'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 PT0004
 PT0004                          STATION RECOVERY (1964)
 PT0004
 PT0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0460 ***********************************************************************
 OR0460  DESIGNATION -  U 140
 OR0460  PID         -  OR0460
 OR0460  STATE/COUNTY-  SD/LYMAN
 OR0460  COUNTRY     -  US
 OR0460  USGS QUAD   -  IONA NW (2017)
 OR0460
 OR0460                         *CURRENT SURVEY CONTROL
 OR0460  ______________________________________________________________________
 OR0460* NAD 83(1986) POSITION- 43 42 38.84   (N) 099 27 19.44   (W)   HD_HELD1
 OR0460* NAVD 88 ORTHO HEIGHT -   421.762 (meters)     1383.73  (feet) ADJUSTED
 OR0460  ______________________________________________________________________
 OR0460  GEOID HEIGHT    -        -25.916 (meters)                     GEOID18
 OR0460  DYNAMIC HEIGHT  -        421.637 (meters)     1383.32  (feet) COMP
 OR0460  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 OR0460
 OR0460  VERT ORDER      -  SECOND    CLASS 0
 OR0460
 OR0460.The horizontal coordinates were determined by differentially corrected
 OR0460.hand held GPS observations or other comparable positioning techniques
 OR0460.and have an estimated accuracy of +/- 3 meters.
 OR0460
 OR0460.The orthometric height was determined by differential leveling and
 OR0460.adjusted by the NATIONAL GEODETIC SURVEY
 OR0460.in June 1991.
 OR0460
 OR0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0460.GEOID18 height accuracy estimate available here.
 OR0460
 OR0460.Click photographs - Photos may exist for this station.
 OR0460
 OR0460.The dynamic height is computed by dividing the NAVD 88
 OR0460.geopotential number by the normal gravity value computed on the
 OR0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0460.degrees latitude (g = 980.6199 gals.).
 OR0460
 OR0460.The modeled gravity was interpolated from observed gravity values.
 OR0460
 OR0460;                    North         East    Units  Estimated Accuracy
 OR0460;SPC SD S     -   153,397.4     670,749.0     MT  (+/- 3 meters HH1 GPS) 
 OR0460
 OR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6331139852(NAD 83)
 OR0460
 OR0460                          SUPERSEDED SURVEY CONTROL
 OR0460
 OR0460  NGVD 29 (??/??/92)  421.428  (m)         1382.64   (f) ADJ UNCH    2 0
 OR0460
 OR0460.Superseded values are not recommended for survey control.
 OR0460
 OR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0460.See file dsdata.pdf to determine how the superseded data were derived.
 OR0460
 OR0460_MARKER: DB = BENCH MARK DISK
 OR0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0460_STAMPING: U 140 1934
 OR0460_MARK LOGO: CGS
 OR0460_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0460+STABILITY: SURFACE MOTION
 OR0460
 OR0460  HISTORY     - Date     Condition        Report By
 OR0460  HISTORY     - 1934     MONUMENTED       CGS
 OR0460  HISTORY     - 1945     GOOD             CGS
 OR0460
 OR0460                          STATION DESCRIPTION
 OR0460
 OR0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0460'0.8 MI W FROM OACOMA.
 OR0460'0.8 MILE WEST ALONG U.S. HIGHWAY 16 FROM A POINT TWO BLOCKS SOUTH
 OR0460'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 OR0460'AT OACOMA, LYMAN COUNTY, 11.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 OR0460'47, 13.1 MILES NORTH OF IONA, 0.1 MILE SOUTH OF A RISE FROM THE
 OR0460'RIVER VALLEY TO A CLIFF 85 FEET NORTH OF A DEEP GULLY LEADING
 OR0460'EAST, 53 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET WEST
 OR0460'OF THE EDGE OF A CLIFF, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 OR0460'POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 OR0460'U 140 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0460'2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0737 ***********************************************************************
 OR0737  DESIGNATION -  U 141
 OR0737  PID         -  OR0737
 OR0737  STATE/COUNTY-  SD/TRIPP
 OR0737  COUNTRY     -  US
 OR0737  USGS QUAD   -  DALLAS NW (2017)
 OR0737
 OR0737                         *CURRENT SURVEY CONTROL
 OR0737  ______________________________________________________________________
 OR0737* NAD 83(1986) POSITION- 43 07 31.     (N) 099 42 48.     (W)   SCALED
 OR0737* NAVD 88 ORTHO HEIGHT -   722.089 (meters)     2369.05  (feet) ADJUSTED
 OR0737  ______________________________________________________________________
 OR0737  GEOID HEIGHT    -        -24.763 (meters)                     GEOID18
 OR0737  DYNAMIC HEIGHT  -        721.809 (meters)     2368.14  (feet) COMP
 OR0737  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 OR0737
 OR0737  VERT ORDER      -  SECOND    CLASS 0
 OR0737
 OR0737.The horizontal coordinates were scaled from a map and have
 OR0737.an estimated accuracy of +/- 6 seconds.
 OR0737
 OR0737.The orthometric height was determined by differential leveling and
 OR0737.adjusted by the NATIONAL GEODETIC SURVEY
 OR0737.in June 1991.
 OR0737
 OR0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0737.GEOID18 height accuracy estimate available here.
 OR0737
 OR0737.Click photographs - Photos may exist for this station.
 OR0737
 OR0737.The dynamic height is computed by dividing the NAVD 88
 OR0737.geopotential number by the normal gravity value computed on the
 OR0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0737.degrees latitude (g = 980.6199 gals.).
 OR0737
 OR0737.The modeled gravity was interpolated from observed gravity values.
 OR0737
 OR0737;                    North         East    Units  Estimated Accuracy
 OR0737;SPC SD S     -    88,170.      650,450.      MT  (+/- 180 meters Scaled)
 OR0737
 OR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN419749(NAD 83)
 OR0737
 OR0737                          SUPERSEDED SURVEY CONTROL
 OR0737
 OR0737  NGVD 29 (??/??/92)  721.738  (m)         2367.90   (f) ADJ UNCH    2 0
 OR0737
 OR0737.Superseded values are not recommended for survey control.
 OR0737
 OR0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0737.See file dsdata.pdf to determine how the superseded data were derived.
 OR0737
 OR0737_MARKER: DB = BENCH MARK DISK
 OR0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0737_STAMPING: U 141 1934
 OR0737_MARK LOGO: CGS
 OR0737_PROJECTION: FLUSH
 OR0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0737+STABILITY: SURFACE MOTION
 OR0737
 OR0737  HISTORY     - Date     Condition        Report By
 OR0737  HISTORY     - 1934     MONUMENTED       CGS
 OR0737  HISTORY     - 19860709 GOOD             NGS
 OR0737  HISTORY     - 19950101 GOOD             SDDENR
 OR0737
 OR0737                          STATION DESCRIPTION
 OR0737
 OR0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0737'9.5 MI S FROM COLOME.
 OR0737'LOCATED 9.5 MILES SOUTH OF STATION AT COLOME, AT A CURVE IN
 OR0737'HIGHWAY FROM SOUTH TO WEST, 135 YARDS WEST OF CENTERLINE OF ROAD
 OR0737'SOUTH OF AN EXTENSION OF CENTERLINE OF U.S. HWY. 83, 44 FEET
 OR0737'SOUTH OF CENTERLINE OF U.S. HWY. 83, 8.5 FEET SOUTH OF FENCE
 OR0737'CORNER, 1.7 FEET EAST OF FENCE.  STANDARD TABLET SET IN TOP OF
 OR0737'CONCRETE POST 6 INCHES HIGH.  STAMPED U 141 1934.
 OR0737
 OR0737                          STATION RECOVERY (1986)
 OR0737
 OR0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OR0737'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 OR0737'11.8 KM (7.35 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0737'WITH U.S. HIGHWAY 18 IN COLOME, THEN 3.2 KM (2.00 MI) SOUTH ALONG
 OR0737'A COUNTY ROAD, 0.2 KM (0.10 MI) WEST OF CROSSROADS, 13.41 METERS
 OR0737'(44 FT) SOUTH FROM THE CENTER OF THE EAST-WEST COUNTY ROAD,
 OR0737'3.66 METERS (12 FEET) NORTH FROM A FENCE CORNER,
 OR0737'0.61 METER (2 FT) SOUTHWEST FROM A TREE THAT IS THE NORTHWEST
 OR0737'ONE OF A GROUP, 0.3 METER (1 FT) NORTH FROM A WITNESS POST,
 OR0737'IN THE TOP OF A CONCRETE POST THAT PROJECTS 15 CM (0.5 FT).
 OR0737'2 MILES EAST OF BENCH MARK V 141.
 OR0737
 OR0737                          STATION RECOVERY (1995)
 OR0737
 OR0737'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 OR0737'FOUND. WITNESS POST HAS BEEN BROKEN OFF.  TREES MAY HINDER USE OF THE
 OR0737'SITE FOR GPS SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0102 ***********************************************************************
 OR0102  DESIGNATION -  U 142
 OR0102  PID         -  OR0102
 OR0102  STATE/COUNTY-  SD/CHARLES MIX
 OR0102  COUNTRY     -  US
 OR0102  USGS QUAD   -  WAGNER (2017)
 OR0102
 OR0102                         *CURRENT SURVEY CONTROL
 OR0102  ______________________________________________________________________
 OR0102* NAD 83(1986) POSITION- 43 06 02.     (N) 098 20 50.     (W)   SCALED
 OR0102* NAVD 88 ORTHO HEIGHT -   450.990 (meters)     1479.62  (feet) ADJUSTED
 OR0102  ______________________________________________________________________
 OR0102  GEOID HEIGHT    -        -26.419 (meters)                     GEOID18
 OR0102  DYNAMIC HEIGHT  -        450.839 (meters)     1479.13  (feet) COMP
 OR0102  MODELED GRAVITY -    980,273.4   (mgal)                       NAVD 88
 OR0102
 OR0102  VERT ORDER      -  SECOND    CLASS 0
 OR0102
 OR0102.The horizontal coordinates were scaled from a map and have
 OR0102.an estimated accuracy of +/- 6 seconds.
 OR0102
 OR0102.The orthometric height was determined by differential leveling and
 OR0102.adjusted by the NATIONAL GEODETIC SURVEY
 OR0102.in June 1991.
 OR0102
 OR0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0102.GEOID18 height accuracy estimate available here.
 OR0102
 OR0102.Click photographs - Photos may exist for this station.
 OR0102
 OR0102.The dynamic height is computed by dividing the NAVD 88
 OR0102.geopotential number by the normal gravity value computed on the
 OR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0102.degrees latitude (g = 980.6199 gals.).
 OR0102
 OR0102.The modeled gravity was interpolated from observed gravity values.
 OR0102
 OR0102;                    North         East    Units  Estimated Accuracy
 OR0102;SPC SD S     -    87,170.      761,660.      MT  (+/- 180 meters Scaled)
 OR0102
 OR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531721(NAD 83)
 OR0102
 OR0102                          SUPERSEDED SURVEY CONTROL
 OR0102
 OR0102  NGVD 29 (??/??/92)  450.699  (m)         1478.67   (f) ADJ UNCH    2 0
 OR0102
 OR0102.Superseded values are not recommended for survey control.
 OR0102
 OR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0102.See file dsdata.pdf to determine how the superseded data were derived.
 OR0102
 OR0102_MARKER: DB = BENCH MARK DISK
 OR0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0102_STAMPING: U 142 1934
 OR0102_MARK LOGO: CGS
 OR0102_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0102+STABILITY: SURFACE MOTION
 OR0102
 OR0102  HISTORY     - Date     Condition        Report By
 OR0102  HISTORY     - 1934     MONUMENTED       CGS
 OR0102
 OR0102                          STATION DESCRIPTION
 OR0102
 OR0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0102'4.8 MI SE FROM RAVINIA.
 OR0102'4.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0102'PACIFIC RAILROAD FROM THE STATION AT RAVINIA, CHARLES MIX COUNTY,
 OR0102'3.2 MILES NORTHWEST OF THE STATION AT WAGNER, AT A COUNTY-ROAD
 OR0102'CROSSING, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 41 FEET
 OR0102'SOUTH OF THE SOUTH RAIL, 7.2 FEET WEST OF A POLE, 35.4 FEET EAST
 OR0102'OF A FENCE CORNER, AND 4.6 FEET NORTH OF THE FENCE.  A STANDARD
 OR0102'DISK, STAMPED U 142 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0102'PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0072 ***********************************************************************
 OR0072  DESIGNATION -  U 143
 OR0072  PID         -  OR0072
 OR0072  STATE/COUNTY-  SD/DOUGLAS
 OR0072  COUNTRY     -  US
 OR0072  USGS QUAD   -  ARMOUR (2017)
 OR0072
 OR0072                         *CURRENT SURVEY CONTROL
 OR0072  ______________________________________________________________________
 OR0072* NAD 83(1986) POSITION- 43 16 13.     (N) 098 20 44.     (W)   SCALED
 OR0072* NAVD 88 ORTHO HEIGHT -   450.644 (meters)     1478.49  (feet) ADJUSTED
 OR0072  ______________________________________________________________________
 OR0072  GEOID HEIGHT    -        -26.632 (meters)                     GEOID18
 OR0072  DYNAMIC HEIGHT  -        450.498 (meters)     1478.01  (feet) COMP
 OR0072  MODELED GRAVITY -    980,283.0   (mgal)                       NAVD 88
 OR0072
 OR0072  VERT ORDER      -  SECOND    CLASS 0
 OR0072
 OR0072.The horizontal coordinates were scaled from a map and have
 OR0072.an estimated accuracy of +/- 6 seconds.
 OR0072
 OR0072.The orthometric height was determined by differential leveling and
 OR0072.adjusted by the NATIONAL GEODETIC SURVEY
 OR0072.in June 1991.
 OR0072
 OR0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0072.GEOID18 height accuracy estimate available here.
 OR0072
 OR0072.Click photographs - Photos may exist for this station.
 OR0072
 OR0072.The dynamic height is computed by dividing the NAVD 88
 OR0072.geopotential number by the normal gravity value computed on the
 OR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0072.degrees latitude (g = 980.6199 gals.).
 OR0072
 OR0072.The modeled gravity was interpolated from observed gravity values.
 OR0072
 OR0072;                    North         East    Units  Estimated Accuracy
 OR0072;SPC SD S     -   106,020.      761,350.      MT  (+/- 180 meters Scaled)
 OR0072
 OR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531910(NAD 83)
 OR0072
 OR0072                          SUPERSEDED SURVEY CONTROL
 OR0072
 OR0072  NGVD 29 (??/??/92)  450.331  (m)         1477.46   (f) ADJ UNCH    2 0
 OR0072
 OR0072.Superseded values are not recommended for survey control.
 OR0072
 OR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0072.See file dsdata.pdf to determine how the superseded data were derived.
 OR0072
 OR0072_MARKER: DB = BENCH MARK DISK
 OR0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0072_STAMPING: U 143 1934
 OR0072_MARK LOGO: CGS
 OR0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0072+STABILITY: SURFACE MOTION
 OR0072
 OR0072  HISTORY     - Date     Condition        Report By
 OR0072  HISTORY     - 1934     MONUMENTED       CGS
 OR0072  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0072
 OR0072                          STATION DESCRIPTION
 OR0072
 OR0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0072'3.4 MI S FROM ARMOUR.
 OR0072'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE COUNTY
 OR0072'COURTHOUSE AT ARMOUR, DOUGLAS COUNTY, ABOUT 140 YARDS NORTH OF
 OR0072'THE CENTER OF THE JUNCTION WITH U.S. HIGHWAY 18 LEADING TO THE
 OR0072'SOUTHWEST, 44 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 OR0072'41, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OR0072'DISK, STAMPED U 143 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0072'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0072
 OR0072                          STATION RECOVERY (1963)
 OR0072
 OR0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0086 ***********************************************************************
 OR0086  DESIGNATION -  U 144
 OR0086  PID         -  OR0086
 OR0086  STATE/COUNTY-  SD/DOUGLAS
 OR0086  COUNTRY     -  US
 OR0086  USGS QUAD   -  ARMOUR (2017)
 OR0086
 OR0086                         *CURRENT SURVEY CONTROL
 OR0086  ______________________________________________________________________
 OR0086* NAD 83(1986) POSITION- 43 17 17.     (N) 098 15 06.     (W)   SCALED
 OR0086* NAVD 88 ORTHO HEIGHT -   440.397 (meters)     1444.87  (feet) ADJUSTED
 OR0086  ______________________________________________________________________
 OR0086  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 OR0086  DYNAMIC HEIGHT  -        440.255 (meters)     1444.40  (feet) COMP
 OR0086  MODELED GRAVITY -    980,285.7   (mgal)                       NAVD 88
 OR0086
 OR0086  VERT ORDER      -  SECOND    CLASS 0
 OR0086
 OR0086.The horizontal coordinates were scaled from a map and have
 OR0086.an estimated accuracy of +/- 6 seconds.
 OR0086
 OR0086.The orthometric height was determined by differential leveling and
 OR0086.adjusted by the NATIONAL GEODETIC SURVEY
 OR0086.in June 1991.
 OR0086
 OR0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0086.GEOID18 height accuracy estimate available here.
 OR0086
 OR0086.Click photographs - Photos may exist for this station.
 OR0086
 OR0086.The dynamic height is computed by dividing the NAVD 88
 OR0086.geopotential number by the normal gravity value computed on the
 OR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0086.degrees latitude (g = 980.6199 gals.).
 OR0086
 OR0086.The modeled gravity was interpolated from observed gravity values.
 OR0086
 OR0086;                    North         East    Units  Estimated Accuracy
 OR0086;SPC SD S     -   108,180.      768,920.      MT  (+/- 180 meters Scaled)
 OR0086
 OR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN607930(NAD 83)
 OR0086
 OR0086                          SUPERSEDED SURVEY CONTROL
 OR0086
 OR0086  NGVD 29 (??/??/92)  440.094  (m)         1443.88   (f) ADJ UNCH    2 0
 OR0086
 OR0086.Superseded values are not recommended for survey control.
 OR0086
 OR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0086.See file dsdata.pdf to determine how the superseded data were derived.
 OR0086
 OR0086_MARKER: DB = BENCH MARK DISK
 OR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0086_STAMPING: U 144 1934
 OR0086_MARK LOGO: CGS
 OR0086_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0086+STABILITY: SURFACE MOTION
 OR0086
 OR0086  HISTORY     - Date     Condition        Report By
 OR0086  HISTORY     - 1934     MONUMENTED       CGS
 OR0086
 OR0086                          STATION DESCRIPTION
 OR0086
 OR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0086'4.6 MI NW FROM DELMONT.
 OR0086'4.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0086'PACIFIC RAILROAD FROM THE STATION AT DELMONT, DOUGLAS COUNTY,
 OR0086'OPPOSITE MILEPOST 15, 500 YARDS NORTHWEST OF A SECTION-LINE
 OR0086'ROAD CROSSING, 45.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.4
 OR0086'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OR0086'STAMPED U 144 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0086'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0477 ***********************************************************************
 OQ0477  DESIGNATION -  U 145
 OQ0477  PID         -  OQ0477
 OQ0477  STATE/COUNTY-  SD/BON HOMME
 OQ0477  COUNTRY     -  US
 OQ0477  USGS QUAD   -  KLOUCEK LAKE (2017)
 OQ0477
 OQ0477                         *CURRENT SURVEY CONTROL
 OQ0477  ______________________________________________________________________
 OQ0477* NAD 83(1986) POSITION- 43 06 17.     (N) 097 41 41.     (W)   SCALED
 OQ0477* NAVD 88 ORTHO HEIGHT -   408.205 (meters)     1339.25  (feet) ADJUSTED
 OQ0477  ______________________________________________________________________
 OQ0477  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 OQ0477  DYNAMIC HEIGHT  -        408.084 (meters)     1338.86  (feet) COMP
 OQ0477  MODELED GRAVITY -    980,312.2   (mgal)                       NAVD 88
 OQ0477
 OQ0477  VERT ORDER      -  SECOND    CLASS 0
 OQ0477
 OQ0477.The horizontal coordinates were scaled from a map and have
 OQ0477.an estimated accuracy of +/- 6 seconds.
 OQ0477
 OQ0477.The orthometric height was determined by differential leveling and
 OQ0477.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0477.in June 1991.
 OQ0477
 OQ0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0477.GEOID18 height accuracy estimate available here.
 OQ0477
 OQ0477.Click photographs - Photos may exist for this station.
 OQ0477
 OQ0477.The dynamic height is computed by dividing the NAVD 88
 OQ0477.geopotential number by the normal gravity value computed on the
 OQ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0477.degrees latitude (g = 980.6199 gals.).
 OQ0477
 OQ0477.The modeled gravity was interpolated from observed gravity values.
 OQ0477
 OQ0477;                    North         East    Units  Estimated Accuracy
 OQ0477;SPC SD S     -    89,110.      814,740.      MT  (+/- 180 meters Scaled)
 OQ0477
 OQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN062732(NAD 83)
 OQ0477
 OQ0477                          SUPERSEDED SURVEY CONTROL
 OQ0477
 OQ0477  NGVD 29 (??/??/92)  407.962  (m)         1338.46   (f) ADJ UNCH    2 0
 OQ0477
 OQ0477.Superseded values are not recommended for survey control.
 OQ0477
 OQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0477.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0477
 OQ0477_MARKER: DB = BENCH MARK DISK
 OQ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0477_STAMPING: U 145 1934
 OQ0477_MARK LOGO: CGS
 OQ0477_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0477+STABILITY: SURFACE MOTION
 OQ0477
 OQ0477  HISTORY     - Date     Condition        Report By
 OQ0477  HISTORY     - 1934     MONUMENTED       CGS
 OQ0477  HISTORY     - 1946     GOOD             CGS
 OQ0477
 OQ0477                          STATION DESCRIPTION
 OQ0477
 OQ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0477'4.1 MI SE FROM SCOTLAND.
 OQ0477'4.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0477'AND PACIFIC RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME
 OQ0477'COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 175, 163 FEET EAST OF
 OQ0477'THE CENTER LINE OF A GRADED ROAD WHICH CROSSES THE TRACK, 45.2
 OQ0477'FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET SOUTHWEST OF
 OQ0477'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 145 1934 AND
 OQ0477'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OQ0477'GROUND.
 OQ0477
 OQ0477                          STATION RECOVERY (1946)
 OQ0477
 OQ0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OQ0477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0460 ***********************************************************************
 OQ0460  DESIGNATION -  U 146
 OQ0460  PID         -  OQ0460
 OQ0460  STATE/COUNTY-  SD/HUTCHINSON
 OQ0460  COUNTRY     -  US
 OQ0460  USGS QUAD   -  PARKSTON (2017)
 OQ0460
 OQ0460                         *CURRENT SURVEY CONTROL
 OQ0460  ______________________________________________________________________
 OQ0460* NAD 83(1986) POSITION- 43 28 16.     (N) 097 59 04.     (W)   SCALED
 OQ0460* NAVD 88 ORTHO HEIGHT -   419.862 (meters)     1377.50  (feet) ADJUSTED
 OQ0460  ______________________________________________________________________
 OQ0460  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 OQ0460  DYNAMIC HEIGHT  -        419.741 (meters)     1377.10  (feet) COMP
 OQ0460  MODELED GRAVITY -    980,319.1   (mgal)                       NAVD 88
 OQ0460
 OQ0460  VERT ORDER      -  SECOND    CLASS 0
 OQ0460
 OQ0460.The horizontal coordinates were scaled from a map and have
 OQ0460.an estimated accuracy of +/- 6 seconds.
 OQ0460
 OQ0460.The orthometric height was determined by differential leveling and
 OQ0460.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0460.in June 1991.
 OQ0460
 OQ0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0460.GEOID18 height accuracy estimate available here.
 OQ0460
 OQ0460.Click photographs - Photos may exist for this station.
 OQ0460
 OQ0460.The dynamic height is computed by dividing the NAVD 88
 OQ0460.geopotential number by the normal gravity value computed on the
 OQ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0460.degrees latitude (g = 980.6199 gals.).
 OQ0460
 OQ0460.The modeled gravity was interpolated from observed gravity values.
 OQ0460
 OQ0460;                    North         East    Units  Estimated Accuracy
 OQ0460;SPC SD S     -   129,080.      790,020.      MT  (+/- 180 meters Scaled)
 OQ0460
 OQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP821136(NAD 83)
 OQ0460
 OQ0460                          SUPERSEDED SURVEY CONTROL
 OQ0460
 OQ0460  NGVD 29 (??/??/92)  419.561  (m)         1376.51   (f) ADJ UNCH    2 0
 OQ0460
 OQ0460.Superseded values are not recommended for survey control.
 OQ0460
 OQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0460.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0460
 OQ0460_MARKER: DB = BENCH MARK DISK
 OQ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0460_STAMPING: U 146 1934
 OQ0460_MARK LOGO: CGS
 OQ0460_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0460+STABILITY: SURFACE MOTION
 OQ0460
 OQ0460  HISTORY     - Date     Condition        Report By
 OQ0460  HISTORY     - 1934     MONUMENTED       CGS
 OQ0460
 OQ0460                          STATION DESCRIPTION
 OQ0460
 OQ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0460'5.2 MI N FROM PARKSTON.
 OQ0460'5.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0460'PACIFIC RAILROAD FROM THE STATION AT PARKSTON, HUTCHINSON
 OQ0460'COUNTY, ABOUT 437 YARDS SOUTH OF THE STATION AT DIMOCK, 85 FEET
 OQ0460'NORTHWEST OF THE SOUTH END OF A SWITCH, 53 FEET SOUTH OF THE
 OQ0460'CENTER LINE OF A SECTION CROSS ROAD, 46.5 FEET WEST OF THE
 OQ0460'WEST RAIL, 21 FEET SOUTH OF A FENCE CORNER, AND 1.3 FEET EAST
 OQ0460'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 146 1934
 OQ0460'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 OQ0460'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0407 ***********************************************************************
 OQ0407  DESIGNATION -  U 147
 OQ0407  PID         -  OQ0407
 OQ0407  STATE/COUNTY-  SD/TURNER
 OQ0407  COUNTRY     -  US
 OQ0407  USGS QUAD   -  PARKER (2017)
 OQ0407
 OQ0407                         *CURRENT SURVEY CONTROL
 OQ0407  ______________________________________________________________________
 OQ0407* NAD 83(1986) POSITION- 43 24 31.     (N) 097 09 39.     (W)   SCALED
 OQ0407* NAVD 88 ORTHO HEIGHT -   425.823 (meters)     1397.05  (feet) ADJUSTED
 OQ0407  ______________________________________________________________________
 OQ0407  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 OQ0407  DYNAMIC HEIGHT  -        425.708 (meters)     1396.68  (feet) COMP
 OQ0407  MODELED GRAVITY -    980,339.1   (mgal)                       NAVD 88
 OQ0407
 OQ0407  VERT ORDER      -  SECOND    CLASS 0
 OQ0407
 OQ0407.The horizontal coordinates were scaled from a map and have
 OQ0407.an estimated accuracy of +/- 6 seconds.
 OQ0407
 OQ0407.The orthometric height was determined by differential leveling and
 OQ0407.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0407.in June 1991.
 OQ0407
 OQ0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0407.GEOID18 height accuracy estimate available here.
 OQ0407
 OQ0407.Click photographs - Photos may exist for this station.
 OQ0407
 OQ0407.The dynamic height is computed by dividing the NAVD 88
 OQ0407.geopotential number by the normal gravity value computed on the
 OQ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0407.degrees latitude (g = 980.6199 gals.).
 OQ0407
 OQ0407.The modeled gravity was interpolated from observed gravity values.
 OQ0407
 OQ0407;                    North         East    Units  Estimated Accuracy
 OQ0407;SPC SD S     -   124,360.      856,880.      MT  (+/- 180 meters Scaled)
 OQ0407
 OQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP489078(NAD 83)
 OQ0407
 OQ0407                          SUPERSEDED SURVEY CONTROL
 OQ0407
 OQ0407  NGVD 29 (??/??/92)  425.561  (m)         1396.19   (f) ADJ UNCH    2 0
 OQ0407
 OQ0407.Superseded values are not recommended for survey control.
 OQ0407
 OQ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0407.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0407
 OQ0407_MARKER: DB = BENCH MARK DISK
 OQ0407_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0407_STAMPING: U 147 1934
 OQ0407_MARK LOGO: CGS
 OQ0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0407
 OQ0407  HISTORY     - Date     Condition        Report By
 OQ0407  HISTORY     - 1934     MONUMENTED       CGS
 OQ0407
 OQ0407                          STATION DESCRIPTION
 OQ0407
 OQ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0407'1.6 MI NW FROM PARKER.
 OQ0407'LOCATED 1.6 MILES NORTHWEST OF THE CHICAGO AND NORTH WESTERN DEPOT
 OQ0407'AT PARKER, ALONG CHI. AND N.W.R.R., AT THE INTERSECTION OF THE
 OQ0407'RAILROAD WITH COUNTY ROAD TO MONROE, 122 FEET EAST OF THE
 OQ0407'INTERSECTION WITH COUNTY ROAD, 45.8 FEET NORTHEAST OF NORTHEAST
 OQ0407'RAIL OF TRACK, 2.0 FEET SOUTHWEST OF R/W FENCE.  STANDARD TABLET
 OQ0407'SET IN TOP OF CONCRETE POST 3 INCHES HIGH.  STAMPED U-147--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0441 ***********************************************************************
 OQ0441  DESIGNATION -  U 149
 OQ0441  PID         -  OQ0441
 OQ0441  STATE/COUNTY-  SD/HUTCHINSON
 OQ0441  COUNTRY     -  US
 OQ0441  USGS QUAD   -  SCOTLAND (2017)
 OQ0441
 OQ0441                         *CURRENT SURVEY CONTROL
 OQ0441  ______________________________________________________________________
 OQ0441* NAD 83(1986) POSITION- 43 10 58.     (N) 097 40 12.     (W)   SCALED
 OQ0441* NAVD 88 ORTHO HEIGHT -   373.687 (meters)     1226.00  (feet) ADJUSTED
 OQ0441  ______________________________________________________________________
 OQ0441  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 OQ0441  DYNAMIC HEIGHT  -        373.582 (meters)     1225.66  (feet) COMP
 OQ0441  MODELED GRAVITY -    980,326.7   (mgal)                       NAVD 88
 OQ0441
 OQ0441  VERT ORDER      -  SECOND    CLASS 0
 OQ0441
 OQ0441.The horizontal coordinates were scaled from a map and have
 OQ0441.an estimated accuracy of +/- 6 seconds.
 OQ0441
 OQ0441.The orthometric height was determined by differential leveling and
 OQ0441.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0441.in June 1991.
 OQ0441
 OQ0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0441.GEOID18 height accuracy estimate available here.
 OQ0441
 OQ0441.Click photographs - Photos may exist for this station.
 OQ0441
 OQ0441.The dynamic height is computed by dividing the NAVD 88
 OQ0441.geopotential number by the normal gravity value computed on the
 OQ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0441.degrees latitude (g = 980.6199 gals.).
 OQ0441
 OQ0441.The modeled gravity was interpolated from observed gravity values.
 OQ0441
 OQ0441;                    North         East    Units  Estimated Accuracy
 OQ0441;SPC SD S     -    97,840.      816,480.      MT  (+/- 180 meters Scaled)
 OQ0441
 OQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN080819(NAD 83)
 OQ0441
 OQ0441                          SUPERSEDED SURVEY CONTROL
 OQ0441
 OQ0441  NGVD 29 (??/??/92)  373.453  (m)         1225.24   (f) ADJ UNCH    2 0
 OQ0441
 OQ0441.Superseded values are not recommended for survey control.
 OQ0441
 OQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0441.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0441
 OQ0441_MARKER: DB = BENCH MARK DISK
 OQ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0441_STAMPING: U 149 1934
 OQ0441_MARK LOGO: CGS
 OQ0441_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0441+STABILITY: SURFACE MOTION
 OQ0441
 OQ0441  HISTORY     - Date     Condition        Report By
 OQ0441  HISTORY     - 1934     MONUMENTED       CGS
 OQ0441  HISTORY     - 1954     MARK NOT FOUND   USGS
 OQ0441
 OQ0441                          STATION DESCRIPTION
 OQ0441
 OQ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0441'4 MI NE FROM SCOTLAND.
 OQ0441'IN HUTCHINSON COUNTY, ABOUT 4 MILES NORTHEAST ALONG THE CHICAGO,
 OQ0441'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 OQ0441'SCOTLAND, BON HOMME COUNTY, ABOUT 70 YARDS NORTHEAST OF A
 OQ0441'WOODEN TRESTLE, 47.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 OQ0441'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OQ0441'STAMPED U 149 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0441'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OQ0441
 OQ0441                          STATION RECOVERY (1954)
 OQ0441
 OQ0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OQ0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0273 ***********************************************************************
 QR0273  DESIGNATION -  U 15
 QR0273  PID         -  QR0273
 QR0273  STATE/COUNTY-  SD/POTTER
 QR0273  COUNTRY     -  US
 QR0273  USGS QUAD   -  LEBANON (2017)
 QR0273
 QR0273                         *CURRENT SURVEY CONTROL
 QR0273  ______________________________________________________________________
 QR0273* NAD 83(1986) POSITION- 45 04 07.     (N) 099 45 23.     (W)   SCALED
 QR0273* NAVD 88 ORTHO HEIGHT -   595.716 (meters)     1954.44  (feet) ADJUSTED
 QR0273  ______________________________________________________________________
 QR0273  GEOID HEIGHT    -        -22.546 (meters)                     GEOID18
 QR0273  DYNAMIC HEIGHT  -        595.633 (meters)     1954.17  (feet) COMP
 QR0273  MODELED GRAVITY -    980,457.3   (mgal)                       NAVD 88
 QR0273
 QR0273  VERT ORDER      -  FIRST     CLASS II
 QR0273
 QR0273.The horizontal coordinates were scaled from a map and have
 QR0273.an estimated accuracy of +/- 6 seconds.
 QR0273
 QR0273.The orthometric height was determined by differential leveling and
 QR0273.adjusted by the NATIONAL GEODETIC SURVEY
 QR0273.in June 1991.
 QR0273
 QR0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0273.GEOID18 height accuracy estimate available here.
 QR0273
 QR0273.Click photographs - Photos may exist for this station.
 QR0273
 QR0273.The dynamic height is computed by dividing the NAVD 88
 QR0273.geopotential number by the normal gravity value computed on the
 QR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0273.degrees latitude (g = 980.6199 gals.).
 QR0273
 QR0273.The modeled gravity was interpolated from observed gravity values.
 QR0273
 QR0273;                    North         East    Units  Estimated Accuracy
 QR0273;SPC SD N     -   137,300.      619,180.      MT  (+/- 180 meters Scaled)
 QR0273
 QR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ404908(NAD 83)
 QR0273
 QR0273                          SUPERSEDED SURVEY CONTROL
 QR0273
 QR0273  NGVD 29 (??/??/92)  595.346  (m)         1953.23   (f) ADJ UNCH    1 2
 QR0273
 QR0273.Superseded values are not recommended for survey control.
 QR0273
 QR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0273.See file dsdata.pdf to determine how the superseded data were derived.
 QR0273
 QR0273_MARKER: DB = BENCH MARK DISK
 QR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0273_STAMPING: U 15 1926 1953.231
 QR0273_MARK LOGO: CGS
 QR0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0273+STABILITY: SURFACE MOTION
 QR0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0273+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 QR0273
 QR0273  HISTORY     - Date     Condition        Report By
 QR0273  HISTORY     - 1926     MONUMENTED       CGS
 QR0273  HISTORY     - 1973     GOOD             NGS
 QR0273  HISTORY     - 19960819 GOOD             NGS
 QR0273  HISTORY     - 20120613 GOOD             INDIV
 QR0273
 QR0273                          STATION DESCRIPTION
 QR0273
 QR0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0273'0.8 MI E FROM LEBANON.
 QR0273'ABOUT 3/4 MILE EAST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 QR0273'RAILWAY AT A NORTH-SOUTH GRADED ROAD, AT THE NORTH EDGE OF A TREE
 QR0273'SHELTER BELT ON PROPERTY OF MR. DON SCHNEIDER, 135 FEET NORTH
 QR0273'ALONG THE NORTH-SOUTH ROAD FROM ITS JUNCTION WITH THE ROAD
 QR0273'LEADING WEST, 50 FEET EAST OF THE CENTER OF THE GRADED ROAD, 7
 QR0273'FEET EAST OF THE SOUTH GATE POST, 14 FEET SOUTH OF THE CENTER
 QR0273'OF THE FIELD ENTRANCE, 1.0 FOOT NORTH OF A FENCE AND METAL
 QR0273'WITNESS POST, AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 QR0273'4-INCHES BELOW GROUND SURFACE.
 QR0273
 QR0273                          STATION RECOVERY (1996)
 QR0273
 QR0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0273'16.9 KM (10.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QR0273'OF EXENE STREET IN GETTYSBERG, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG
 QR0273'A GRAVELED ROAD, NEAR THE VILLAGE OF LEBANON, 15.2 M (49.9 FT) EAST OF
 QR0273'THE ROAD CENTER, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF A FIELD
 QR0273'ENTRANCE AND GATE, 1.8 M (5.9 FT) EAST OF THE WEST END OF A FENCE, 0.5
 QR0273'M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A
 QR0273'WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 QR0273'BELOW THE GROUND SURFACE.
 QR0273
 QR0273                          STATION RECOVERY (2012)
 QR0273
 QR0273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QR0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0971 ***********************************************************************
 NM0971  DESIGNATION -  U 150
 NM0971  PID         -  NM0971
 NM0971  STATE/COUNTY-  SD/YANKTON
 NM0971  COUNTRY     -  US
 NM0971  USGS QUAD   -  MISSION HILL (2017)
 NM0971
 NM0971                         *CURRENT SURVEY CONTROL
 NM0971  ______________________________________________________________________
 NM0971* NAD 83(1986) POSITION- 42 55 41.     (N) 097 15 01.     (W)   SCALED
 NM0971* NAVD 88 ORTHO HEIGHT -   355.803 (meters)     1167.33  (feet) ADJUSTED
 NM0971  ______________________________________________________________________
 NM0971  GEOID HEIGHT    -        -25.646 (meters)                     GEOID18
 NM0971  DYNAMIC HEIGHT  -        355.703 (meters)     1167.00  (feet) COMP
 NM0971  MODELED GRAVITY -    980,327.6   (mgal)                       NAVD 88
 NM0971
 NM0971  VERT ORDER      -  SECOND    CLASS 0
 NM0971
 NM0971.The horizontal coordinates were scaled from a map and have
 NM0971.an estimated accuracy of +/- 6 seconds.
 NM0971
 NM0971.The orthometric height was determined by differential leveling and
 NM0971.adjusted by the NATIONAL GEODETIC SURVEY
 NM0971.in June 1991.
 NM0971
 NM0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0971.GEOID18 height accuracy estimate available here.
 NM0971
 NM0971.Click photographs - Photos may exist for this station.
 NM0971
 NM0971.The dynamic height is computed by dividing the NAVD 88
 NM0971.geopotential number by the normal gravity value computed on the
 NM0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0971.degrees latitude (g = 980.6199 gals.).
 NM0971
 NM0971.The modeled gravity was interpolated from observed gravity values.
 NM0971
 NM0971;                    North         East    Units  Estimated Accuracy
 NM0971;SPC SD S     -    70,740.      851,630.      MT  (+/- 180 meters Scaled)
 NM0971
 NM0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN427543(NAD 83)
 NM0971
 NM0971                          SUPERSEDED SURVEY CONTROL
 NM0971
 NM0971  NGVD 29 (??/??/92)  355.607  (m)         1166.69   (f) ADJ UNCH    2 0
 NM0971
 NM0971.Superseded values are not recommended for survey control.
 NM0971
 NM0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0971.See file dsdata.pdf to determine how the superseded data were derived.
 NM0971
 NM0971_MARKER: DB = BENCH MARK DISK
 NM0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0971_STAMPING: U 150 1934
 NM0971_MARK LOGO: CGS
 NM0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0971+STABILITY: SURFACE MOTION
 NM0971
 NM0971  HISTORY     - Date     Condition        Report By
 NM0971  HISTORY     - 1934     MONUMENTED       CGS
 NM0971
 NM0971                          STATION DESCRIPTION
 NM0971
 NM0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0971'1.6 MI NE FROM MISSION HILL.
 NM0971'1.6 MILES NORTHEAST OF STATION ALONG GREAT NORTHERN RWY. AT
 NM0971'MISSION HILL, 50 YARDS SOUTHWEST OF M.P. 200, 75 FEET NOTHEAST
 NM0971'OF CENTERLINE OF FARM ROAD CROSSING TRACKS, 50 FEET NORTHWEST
 NM0971'OF NORTHWEST RAIL, 2 FEET SOUTHEAST OF R/W FENCE.  STANDARD
 NM0971'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0751 ***********************************************************************
 NM0751  DESIGNATION -  U 151
 NM0751  PID         -  NM0751
 NM0751  STATE/COUNTY-  SD/CLAY
 NM0751  COUNTRY     -  US
 NM0751  USGS QUAD   -  VERMILLION (2017)
 NM0751
 NM0751                         *CURRENT SURVEY CONTROL
 NM0751  ______________________________________________________________________
 NM0751* NAD 83(1986) POSITION- 42 47 03.     (N) 096 57 27.     (W)   SCALED
 NM0751* NAVD 88 ORTHO HEIGHT -   349.063 (meters)     1145.22  (feet) ADJUSTED
 NM0751  ______________________________________________________________________
 NM0751  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM0751  DYNAMIC HEIGHT  -        348.960 (meters)     1144.88  (feet) COMP
 NM0751  MODELED GRAVITY -    980,315.4   (mgal)                       NAVD 88
 NM0751
 NM0751  VERT ORDER      -  SECOND    CLASS 0
 NM0751
 NM0751.The horizontal coordinates were scaled from a map and have
 NM0751.an estimated accuracy of +/- 6 seconds.
 NM0751
 NM0751.The orthometric height was determined by differential leveling and
 NM0751.adjusted by the NATIONAL GEODETIC SURVEY
 NM0751.in June 1991.
 NM0751
 NM0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0751.GEOID18 height accuracy estimate available here.
 NM0751
 NM0751.Click photographs - Photos may exist for this station.
 NM0751
 NM0751.The dynamic height is computed by dividing the NAVD 88
 NM0751.geopotential number by the normal gravity value computed on the
 NM0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0751.degrees latitude (g = 980.6199 gals.).
 NM0751
 NM0751.The modeled gravity was interpolated from observed gravity values.
 NM0751
 NM0751;                    North         East    Units  Estimated Accuracy
 NM0751;SPC SD S     -    55,700.      876,160.      MT  (+/- 180 meters Scaled)
 NM0751
 NM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN670388(NAD 83)
 NM0751
 NM0751                          SUPERSEDED SURVEY CONTROL
 NM0751
 NM0751  NGVD 29 (??/??/92)  348.857  (m)         1144.54   (f) ADJ UNCH    2 0
 NM0751
 NM0751.Superseded values are not recommended for survey control.
 NM0751
 NM0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0751.See file dsdata.pdf to determine how the superseded data were derived.
 NM0751
 NM0751_MARKER: DB = BENCH MARK DISK
 NM0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0751_STAMPING: U 151 1934
 NM0751_MARK LOGO: CGS
 NM0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0751+STABILITY: SURFACE MOTION
 NM0751
 NM0751  HISTORY     - Date     Condition        Report By
 NM0751  HISTORY     - 1934     MONUMENTED       CGS
 NM0751  HISTORY     - 1969     GOOD             USGS
 NM0751  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM0751  HISTORY     - 19950331 GOOD             LOCENG
 NM0751
 NM0751                          STATION DESCRIPTION
 NM0751
 NM0751'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NM0751'1.4 MI NW FROM VERMILLION.
 NM0751'1.4 MI. NW ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0751'RR FROM THE STATION AT VERMILLION, CLAY CO., 0.2 MI. SE OF A
 NM0751'TRESTLE OVER THE VERMILLION RIVER, 0.2 MI. NW OF AN OVERHEAD
 NM0751'ROAD CROSSING, ABOUT 300 FT. SE OF STATE HIGHWAY 50 OVERPASS,
 NM0751'40.7 FT. NE OF THE NE RAIL, 1.5 FT. SW OF THE RIGHT-OF-WAY
 NM0751'FENCE, AND 1.5 FT. SE OF A WHITE WOODEN WITNESS POST.  A STANDARD
 NM0751'DISK, STAMPED U 151 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0751'ABOUT 0.1.
 NM0751
 NM0751                          STATION RECOVERY (1993)
 NM0751
 NM0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0751'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NM0751
 NM0751                          STATION RECOVERY (1995)
 NM0751
 NM0751'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GM)
 NM0751'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0339 ***********************************************************************
 QR0339  DESIGNATION -  U 17
 QR0339  PID         -  QR0339
 QR0339  STATE/COUNTY-  SD/MCPHERSON
 QR0339  COUNTRY     -  US
 QR0339  USGS QUAD   -  HILLSVIEW (2017)
 QR0339
 QR0339                         *CURRENT SURVEY CONTROL
 QR0339  ______________________________________________________________________
 QR0339* NAD 83(1986) POSITION- 45 42 57.     (N) 099 35 36.     (W)   SCALED
 QR0339* NAVD 88 ORTHO HEIGHT -   562.595 (meters)     1845.78  (feet) ADJUSTED
 QR0339  ______________________________________________________________________
 QR0339  GEOID HEIGHT    -        -22.771 (meters)                     GEOID18
 QR0339  DYNAMIC HEIGHT  -        562.548 (meters)     1845.63  (feet) COMP
 QR0339  MODELED GRAVITY -    980,514.3   (mgal)                       NAVD 88
 QR0339
 QR0339  VERT ORDER      -  FIRST     CLASS II
 QR0339
 QR0339.The horizontal coordinates were scaled from a map and have
 QR0339.an estimated accuracy of +/- 6 seconds.
 QR0339
 QR0339.The orthometric height was determined by differential leveling and
 QR0339.adjusted by the NATIONAL GEODETIC SURVEY
 QR0339.in June 1991.
 QR0339
 QR0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0339.GEOID18 height accuracy estimate available here.
 QR0339
 QR0339.Click photographs - Photos may exist for this station.
 QR0339
 QR0339.The dynamic height is computed by dividing the NAVD 88
 QR0339.geopotential number by the normal gravity value computed on the
 QR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0339.degrees latitude (g = 980.6199 gals.).
 QR0339
 QR0339.The modeled gravity was interpolated from observed gravity values.
 QR0339
 QR0339;                    North         East    Units  Estimated Accuracy
 QR0339;SPC SD N     -   209,280.      631,660.      MT  (+/- 180 meters Scaled)
 QR0339
 QR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR538626(NAD 83)
 QR0339
 QR0339                          SUPERSEDED SURVEY CONTROL
 QR0339
 QR0339  NGVD 29 (??/??/92)  562.198  (m)         1844.48   (f) ADJ UNCH    1 2
 QR0339
 QR0339.Superseded values are not recommended for survey control.
 QR0339
 QR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0339.See file dsdata.pdf to determine how the superseded data were derived.
 QR0339
 QR0339_MARKER: DB = BENCH MARK DISK
 QR0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0339_STAMPING: 1844.478 U 17 1927
 QR0339_MARK LOGO: CGS
 QR0339_PROJECTION: PROJECTING 15 CENTIMETERS
 QR0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0339+STABILITY: SURFACE MOTION
 QR0339
 QR0339  HISTORY     - Date     Condition        Report By
 QR0339  HISTORY     - 1927     MONUMENTED       CGS
 QR0339  HISTORY     - 1934     GOOD             CGS
 QR0339
 QR0339                          STATION DESCRIPTION
 QR0339
 QR0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0339'3.8 MI SE FROM EUREKA.
 QR0339'3-3/4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0339'AND PACIFIC RAILROAD FROM EUREKA, MC PHERSON COUNTY, AT THE
 QR0339'NORTH END OF A LONG TANGENT, AT THE NORTH END OF A CUT, 167
 QR0339'FEET SOUTHWEST OF A ROAD CROSSING, 39 FEET EAST OF THE CENTER
 QR0339'LINE OF THE ROAD, 27.5 FEET SOUTHWEST OF THE CENTER LINE OF
 QR0339'THE TRACK, 22.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 57
 QR0339'FEET SOUTHEAST OF THE FIRST POLE SOUTH OF THE ROAD, AND 9 FEET
 QR0339'NORTHEAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED 1844.478
 QR0339'U 17 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QR0339'6 INCHES ABOVE GROUND.
 QR0339
 QR0339                          STATION RECOVERY (1934)
 QR0339
 QR0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2080 ***********************************************************************
 PU2080  DESIGNATION -  U 176
 PU2080  PID         -  PU2080
 PU2080  STATE/COUNTY-  SD/LAWRENCE
 PU2080  COUNTRY     -  US
 PU2080  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2080
 PU2080                         *CURRENT SURVEY CONTROL
 PU2080  ______________________________________________________________________
 PU2080* NAD 83(1986) POSITION- 44 31 05.     (N) 103 53 07.     (W)   SCALED
 PU2080* NAVD 88 ORTHO HEIGHT -  1077.797 (meters)     3536.07  (feet) ADJUSTED
 PU2080  ______________________________________________________________________
 PU2080  GEOID HEIGHT    -        -14.667 (meters)                     GEOID18
 PU2080  DYNAMIC HEIGHT  -       1077.446 (meters)     3534.92  (feet) COMP
 PU2080  MODELED GRAVITY -    980,254.7   (mgal)                       NAVD 88
 PU2080
 PU2080  VERT ORDER      -  SECOND    CLASS 0
 PU2080
 PU2080.The horizontal coordinates were scaled from a map and have
 PU2080.an estimated accuracy of +/- 6 seconds.
 PU2080
 PU2080.The orthometric height was determined by differential leveling and
 PU2080.adjusted by the NATIONAL GEODETIC SURVEY
 PU2080.in June 1991.
 PU2080
 PU2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2080.GEOID18 height accuracy estimate available here.
 PU2080
 PU2080.Click photographs - Photos may exist for this station.
 PU2080
 PU2080.The dynamic height is computed by dividing the NAVD 88
 PU2080.geopotential number by the normal gravity value computed on the
 PU2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2080.degrees latitude (g = 980.6199 gals.).
 PU2080
 PU2080.The modeled gravity was interpolated from observed gravity values.
 PU2080
 PU2080;                    North         East    Units  Estimated Accuracy
 PU2080;SPC SD N     -    83,500.      291,230.      MT  (+/- 180 meters Scaled)
 PU2080
 PU2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK885300(NAD 83)
 PU2080
 PU2080                          SUPERSEDED SURVEY CONTROL
 PU2080
 PU2080  NGVD 29 (??/??/92) 1077.252  (m)         3534.28   (f) ADJ UNCH    2 0
 PU2080
 PU2080.Superseded values are not recommended for survey control.
 PU2080
 PU2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2080.See file dsdata.pdf to determine how the superseded data were derived.
 PU2080
 PU2080_MARKER: DB = BENCH MARK DISK
 PU2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2080_STAMPING: U 176 1934
 PU2080_MARK LOGO: CGS
 PU2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2080+STABILITY: SURFACE MOTION
 PU2080
 PU2080  HISTORY     - Date     Condition        Report By
 PU2080  HISTORY     - 1934     MONUMENTED       CGS
 PU2080  HISTORY     - 1958     GOOD             USGS
 PU2080
 PU2080                          STATION DESCRIPTION
 PU2080
 PU2080'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PU2080'3 MI N FROM SPEARFISH.
 PU2080'3.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU2080'SPEARFISH, AT THE EDGE OF THE WEST BENCH OF SPEARFISH CREEK,
 PU2080'42.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST
 PU2080'OF THE WEST END OF A FARM GATE, AND 2.5 FEET NORTH OF THE
 PU2080'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1628 ***********************************************************************
 PU1628  DESIGNATION -  U 177
 PU1628  PID         -  PU1628
 PU1628  STATE/COUNTY-  SD/PENNINGTON
 PU1628  COUNTRY     -  US
 PU1628  USGS QUAD   -  ROCHFORD (2017)
 PU1628
 PU1628                         *CURRENT SURVEY CONTROL
 PU1628  ______________________________________________________________________
 PU1628* NAD 83(1986) POSITION- 44 04 46.52   (N) 103 37 53.02   (W)   HD_HELD1
 PU1628* NAVD 88 ORTHO HEIGHT -  1467.723 (meters)     4815.35  (feet) ADJUSTED
 PU1628  ______________________________________________________________________
 PU1628  GEOID HEIGHT    -        -13.493 (meters)                     GEOID18
 PU1628  DYNAMIC HEIGHT  -       1467.108 (meters)     4813.34  (feet) COMP
 PU1628  MODELED GRAVITY -    980,146.9   (mgal)                       NAVD 88
 PU1628
 PU1628  VERT ORDER      -  SECOND    CLASS 0
 PU1628
 PU1628.The horizontal coordinates were determined by differentially corrected
 PU1628.hand held GPS observations or other comparable positioning techniques
 PU1628.and have an estimated accuracy of +/- 3 meters.
 PU1628
 PU1628.The orthometric height was determined by differential leveling and
 PU1628.adjusted by the NATIONAL GEODETIC SURVEY
 PU1628.in June 1991.
 PU1628
 PU1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1628.GEOID18 height accuracy estimate available here.
 PU1628
 PU1628.Click photographs - Photos may exist for this station.
 PU1628
 PU1628.The dynamic height is computed by dividing the NAVD 88
 PU1628.geopotential number by the normal gravity value computed on the
 PU1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1628.degrees latitude (g = 980.6199 gals.).
 PU1628
 PU1628.The modeled gravity was interpolated from observed gravity values.
 PU1628
 PU1628;                    North         East    Units  Estimated Accuracy
 PU1628;SPC SD S     -   199,241.7     335,914.4     MT  (+/- 3 meters HH1 GPS) 
 PU1628
 PU1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0958081623(NAD 83)
 PU1628
 PU1628                          SUPERSEDED SURVEY CONTROL
 PU1628
 PU1628  NGVD 29 (??/??/92) 1467.124  (m)         4813.39   (f) ADJ UNCH    2 0
 PU1628
 PU1628.Superseded values are not recommended for survey control.
 PU1628
 PU1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1628.See file dsdata.pdf to determine how the superseded data were derived.
 PU1628
 PU1628_MARKER: DB = BENCH MARK DISK
 PU1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1628_STAMPING: U 177 1934
 PU1628_MARK LOGO: CGS
 PU1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1628+STABILITY: SURFACE MOTION
 PU1628
 PU1628  HISTORY     - Date     Condition        Report By
 PU1628  HISTORY     - 1934     MONUMENTED       CGS
 PU1628  HISTORY     - 1938     GOOD             CGS
 PU1628  HISTORY     - 20110513 GOOD             GEOCAC
 PU1628
 PU1628                          STATION DESCRIPTION
 PU1628
 PU1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PU1628'0.9 MI NE FROM MYSTIC.
 PU1628'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PU1628'RAILROAD FROM THE POST OFFICE AT MYSTIC, PENNINGTON COUNTY, ABOUT
 PU1628'0.3 MILE NORTHEAST OF MILEPOST 76, ABOUT 2 1/2 RAILS SOUTHEAST OF
 PU1628'A CROSSING BETWEEN POLES 1179 AND 1180, AND 38.7 FEET NORTHEAST
 PU1628'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED U 177 1934 AND SET
 PU1628'IN THE TOP OF A CONCRETE POST.
 PU1628
 PU1628                          STATION RECOVERY (2011)
 PU1628
 PU1628'RECOVERY NOTE BY GEOCACHING 2011
 PU1628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0353 ***********************************************************************
 OS0353  DESIGNATION -  U 18
 OS0353  PID         -  OS0353
 OS0353  STATE/COUNTY-  SD/BENNETT
 OS0353  COUNTRY     -  US
 OS0353  USGS QUAD   -  MARTIN (2017)
 OS0353
 OS0353                         *CURRENT SURVEY CONTROL
 OS0353  ______________________________________________________________________
 OS0353* NAD 83(1986) POSITION- 43 11 54.     (N) 101 38 32.     (W)   SCALED
 OS0353* NAVD 88 ORTHO HEIGHT -   970.348 (meters)     3183.55  (feet) ADJUSTED
 OS0353  ______________________________________________________________________
 OS0353  GEOID HEIGHT    -        -19.994 (meters)                     GEOID18
 OS0353  DYNAMIC HEIGHT  -        969.949 (meters)     3182.24  (feet) COMP
 OS0353  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 OS0353
 OS0353  VERT ORDER      -  SECOND    CLASS 0
 OS0353
 OS0353.The horizontal coordinates were scaled from a map and have
 OS0353.an estimated accuracy of +/- 6 seconds.
 OS0353
 OS0353.The orthometric height was determined by differential leveling and
 OS0353.adjusted by the NATIONAL GEODETIC SURVEY
 OS0353.in June 1991.
 OS0353
 OS0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0353.GEOID18 height accuracy estimate available here.
 OS0353
 OS0353.Click photographs - Photos may exist for this station.
 OS0353
 OS0353.The dynamic height is computed by dividing the NAVD 88
 OS0353.geopotential number by the normal gravity value computed on the
 OS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0353.degrees latitude (g = 980.6199 gals.).
 OS0353
 OS0353.The modeled gravity was interpolated from observed gravity values.
 OS0353
 OS0353;                    North         East    Units  Estimated Accuracy
 OS0353;SPC SD S     -    96,930.      493,630.      MT  (+/- 180 meters Scaled)
 OS0353
 OS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN853862(NAD 83)
 OS0353
 OS0353                          SUPERSEDED SURVEY CONTROL
 OS0353
 OS0353  NGVD 29 (??/??/92)  969.902  (m)         3182.09   (f) ADJ UNCH    2 0
 OS0353
 OS0353.Superseded values are not recommended for survey control.
 OS0353
 OS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0353.See file dsdata.pdf to determine how the superseded data were derived.
 OS0353
 OS0353_MARKER: DB = BENCH MARK DISK
 OS0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0353_STAMPING: U 18 1934
 OS0353_MARK LOGO: CGS
 OS0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0353+STABILITY: SURFACE MOTION
 OS0353
 OS0353  HISTORY     - Date     Condition        Report By
 OS0353  HISTORY     - 1934     MONUMENTED       CGS
 OS0353  HISTORY     - 1960     GOOD             CGS
 OS0353
 OS0353                          STATION DESCRIPTION
 OS0353
 OS0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0353'6.1 MI NE FROM MARTIN.
 OS0353'6.1 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM MARTIN, BENNETT
 OS0353'COUNTY, 38 YARDS EAST OF THE CENTERLINE OF A PRIVATE ROAD
 OS0353'LEADING SOUTH, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OS0353'AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OS0353'STAMPED U 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OS0353
 OS0353                          STATION RECOVERY (1960)
 OS0353
 OS0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 OS0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0026 ***********************************************************************
 PV0026  DESIGNATION -  U 183 RESET
 PV0026  PID         -  PV0026
 PV0026  STATE/COUNTY-  SD/LAWRENCE
 PV0026  COUNTRY     -  US
 PV0026  USGS QUAD   -  BEULAH (2017)
 PV0026
 PV0026                         *CURRENT SURVEY CONTROL
 PV0026  ______________________________________________________________________
 PV0026* NAD 83(1986) POSITION- 44 32 49.     (N) 104 02 51.     (W)   SCALED
 PV0026* NAVD 88 ORTHO HEIGHT -  1067.479 (meters)     3502.22  (feet) ADJUSTED
 PV0026  ______________________________________________________________________
 PV0026  GEOID HEIGHT    -        -14.477 (meters)                     GEOID18
 PV0026  DYNAMIC HEIGHT  -       1067.137 (meters)     3501.10  (feet) COMP
 PV0026  MODELED GRAVITY -    980,260.6   (mgal)                       NAVD 88
 PV0026
 PV0026  VERT ORDER      -  FIRST     CLASS II
 PV0026
 PV0026.The horizontal coordinates were scaled from a map and have
 PV0026.an estimated accuracy of +/- 6 seconds.
 PV0026
 PV0026.The orthometric height was determined by differential leveling and
 PV0026.adjusted by the NATIONAL GEODETIC SURVEY
 PV0026.in September 1993.
 PV0026
 PV0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0026.GEOID18 height accuracy estimate available here.
 PV0026
 PV0026.Click photographs - Photos may exist for this station.
 PV0026
 PV0026.The dynamic height is computed by dividing the NAVD 88
 PV0026.geopotential number by the normal gravity value computed on the
 PV0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0026.degrees latitude (g = 980.6199 gals.).
 PV0026
 PV0026.The modeled gravity was interpolated from observed gravity values.
 PV0026
 PV0026;                    North         East    Units  Estimated Accuracy
 PV0026;SPC SD N     -    87,340.      278,500.      MT  (+/- 180 meters Scaled)
 PV0026
 PV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK756330(NAD 83)
 PV0026
 PV0026                          SUPERSEDED SURVEY CONTROL
 PV0026
 PV0026.No superseded survey control is available for this station.
 PV0026
 PV0026_MARKER: DB = BENCH MARK DISK
 PV0026_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PV0026_STAMPING: U 183 RESET 1940
 PV0026_MARK LOGO: CGS
 PV0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0026+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 PV0026
 PV0026  HISTORY     - Date     Condition        Report By
 PV0026  HISTORY     - 1940     MONUMENTED       CGS
 PV0026  HISTORY     - 1940     GOOD             CGS
 PV0026  HISTORY     - 19910815 GOOD             NGS
 PV0026  HISTORY     - 20120306 GOOD             INDIV
 PV0026
 PV0026                          STATION DESCRIPTION
 PV0026
 PV0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PV0026'2.1 MI E FROM BEULAH.
 PV0026'A STANDARD DISK, STAMPED U 183 RESET 1940 AND SET IN THE TOP
 PV0026'OF A CONCRETE POST 50 FEET DUE NORTH OF THE FORMER LOCATION OF
 PV0026'THE ORIGINAL BENCH MARK WHICH WAS DESCRIBED AS FOLLOWS-- IN
 PV0026'LAWRENCE COUNTY, SOUTH DAKOTA, 2.1 MILES EAST ALONG U.S. HIGHWAY
 PV0026'14 FROM THE POST OFFICE AT BEULAH, CROOK COUNTY, WYOMING, 0.5
 PV0026'MILE EAST OF THE WYOMING-SOUTH DAKOTA STATE LINE, 0.1 MILE EAST
 PV0026'OF A CURVE, NEAR A FENCE CORNER, 31.5 FEET NORTH OF THE
 PV0026'CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A NORTH-AND-SOUTH
 PV0026'FENCE, AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 PV0026
 PV0026                          STATION RECOVERY (1991)
 PV0026
 PV0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0026'3.6 KM (2.25 MI) EASTERLY ALONG A APVED ROAD (INTERSTATE HIGHWAY 90
 PV0026'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, WYOMING, 0.8 KM (0.50
 PV0026'MI) EAST OF THE SOUTH DAKOTA-WYOMING STATE LINE, 38.8 M (127.3 FT)
 PV0026'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 23.5 M (77.1
 PV0026'FT) NORTH OF A T-FENCE CORNER, 0.3 M (1.0 FT) EAST OF A FENCE, AND
 PV0026'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PV0026
 PV0026                          STATION RECOVERY (2012)
 PV0026
 PV0026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0244 ***********************************************************************
 QQ0244  DESIGNATION -  U 19
 QQ0244  PID         -  QQ0244
 QQ0244  STATE/COUNTY-  SD/DAY
 QQ0244  COUNTRY     -  US
 QQ0244  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0244
 QQ0244                         *CURRENT SURVEY CONTROL
 QQ0244  ______________________________________________________________________
 QQ0244* NAD 83(1986) POSITION- 45 20 22.     (N) 097 42 01.     (W)   SCALED
 QQ0244* NAVD 88 ORTHO HEIGHT -   543.330 (meters)     1782.58  (feet) ADJUSTED
 QQ0244  ______________________________________________________________________
 QQ0244  GEOID HEIGHT    -        -24.890 (meters)                     GEOID18
 QQ0244  DYNAMIC HEIGHT  -        543.267 (meters)     1782.37  (feet) COMP
 QQ0244  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 QQ0244
 QQ0244  VERT ORDER      -  FIRST     CLASS II
 QQ0244
 QQ0244.The horizontal coordinates were scaled from a map and have
 QQ0244.an estimated accuracy of +/- 6 seconds.
 QQ0244
 QQ0244.The orthometric height was determined by differential leveling and
 QQ0244.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0244.in July 1998.
 QQ0244
 QQ0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0244.GEOID18 height accuracy estimate available here.
 QQ0244
 QQ0244.Click photographs - Photos may exist for this station.
 QQ0244
 QQ0244.The dynamic height is computed by dividing the NAVD 88
 QQ0244.geopotential number by the normal gravity value computed on the
 QQ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0244.degrees latitude (g = 980.6199 gals.).
 QQ0244
 QQ0244.The modeled gravity was interpolated from observed gravity values.
 QQ0244
 QQ0244;                    North         East    Units  Estimated Accuracy
 QQ0244;SPC SD N     -   169,930.      780,220.      MT  (+/- 180 meters Scaled)
 QQ0244
 QQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR018214(NAD 83)
 QQ0244
 QQ0244                          SUPERSEDED SURVEY CONTROL
 QQ0244
 QQ0244  NAVD 88 (06/15/91)  543.300  (m)         1782.48   (f) SUPERSEDED  1 2
 QQ0244  NGVD 29 (??/??/92)  543.009  (m)         1781.52   (f) ADJ UNCH    1 2
 QQ0244
 QQ0244.Superseded values are not recommended for survey control.
 QQ0244
 QQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0244.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0244
 QQ0244_MARKER: DB = BENCH MARK DISK
 QQ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0244_STAMPING: U 19 1931 1781.522
 QQ0244_MARK LOGO: CGS
 QQ0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0244+STABILITY: SURFACE MOTION
 QQ0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0244+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2010
 QQ0244
 QQ0244  HISTORY     - Date     Condition        Report By
 QQ0244  HISTORY     - 1931     MONUMENTED       CGS
 QQ0244  HISTORY     - 1941     GOOD             CGS
 QQ0244  HISTORY     - 19970314 GOOD             NGS
 QQ0244  HISTORY     - 20100717 GOOD             WOOLPT
 QQ0244
 QQ0244                          STATION DESCRIPTION
 QQ0244
 QQ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0244'2.4 MI W FROM HOLMQUIST.
 QQ0244'2.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0244'RAILROAD FROM HOLMQUIST, DAY COUNTY, 1 MILE WEST OF BLOCK SIGNAL
 QQ0244'244.3, 270 FEET EAST OF MILEPOST 245, 7 FEET EAST OF THE SECOND
 QQ0244'POLE EAST OF THE MILEPOST, 52.5 FEET NORTH OF THE CENTER LINE
 QQ0244'OF THE NORTH TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 QQ0244'DISK, STAMPED 1781.522 U 19 1931 AND SET IN THE TOP OF A CONCRETE
 QQ0244'POST PROJECTING 1 INCH ABOVE GROUND.
 QQ0244
 QQ0244                          STATION RECOVERY (1941)
 QQ0244
 QQ0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QQ0244'RECOVERED IN GOOD CONDITION.
 QQ0244
 QQ0244                          STATION RECOVERY (1997)
 QQ0244
 QQ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0244'14.1 KM (8.75 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0244'STATE HIGHWAY 25 IN WEBSTER, 829.0 M (2719.8 FT) EAST OF MILEPOST 333,
 QQ0244'149.6 M (490.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 80.9 M (265.4 FT)
 QQ0244'EAST OF RAILROAD MILEPOST 666 AND AN UNDERGROUND CABLE JUNCTION BOX,
 QQ0244'14.9 M (48.9 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 QQ0244'RAILROAD, 2.5 M (8.2 FT) EAST OF A UTILITY POLE, 1.3 M (4.3 FT) BELOW
 QQ0244'THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND
 QQ0244'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 QQ0244
 QQ0244                          STATION RECOVERY (2010)
 QQ0244
 QQ0244'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DJK)
 QQ0244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0428 ***********************************************************************
 QS0428  DESIGNATION -  U 19
 QS0428  PID         -  QS0428
 QS0428  STATE/COUNTY-  SD/CORSON
 QS0428  COUNTRY     -  US
 QS0428  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0428
 QS0428                         *CURRENT SURVEY CONTROL
 QS0428  ______________________________________________________________________
 QS0428* NAD 83(1986) POSITION- 45 33 33.     (N) 101 24 31.     (W)   SCALED
 QS0428* NAVD 88 ORTHO HEIGHT -   667.643 (meters)     2190.43  (feet) ADJUSTED
 QS0428  ______________________________________________________________________
 QS0428  GEOID HEIGHT    -        -20.417 (meters)                     GEOID18
 QS0428  DYNAMIC HEIGHT  -        667.561 (meters)     2190.16  (feet) COMP
 QS0428  MODELED GRAVITY -    980,471.4   (mgal)                       NAVD 88
 QS0428
 QS0428  VERT ORDER      -  FIRST     CLASS II
 QS0428
 QS0428.The horizontal coordinates were scaled from a map and have
 QS0428.an estimated accuracy of +/- 6 seconds.
 QS0428
 QS0428.The orthometric height was determined by differential leveling and
 QS0428.adjusted by the NATIONAL GEODETIC SURVEY
 QS0428.in June 1991.
 QS0428
 QS0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0428.GEOID18 height accuracy estimate available here.
 QS0428
 QS0428.Click photographs - Photos may exist for this station.
 QS0428
 QS0428.The dynamic height is computed by dividing the NAVD 88
 QS0428.geopotential number by the normal gravity value computed on the
 QS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0428.degrees latitude (g = 980.6199 gals.).
 QS0428
 QS0428.The modeled gravity was interpolated from observed gravity values.
 QS0428
 QS0428;                    North         East    Units  Estimated Accuracy
 QS0428;SPC SD N     -   192,740.      490,030.      MT  (+/- 180 meters Scaled)
 QS0428
 QS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR120478(NAD 83)
 QS0428
 QS0428                          SUPERSEDED SURVEY CONTROL
 QS0428
 QS0428  NGVD 29 (??/??/92)  667.189  (m)         2188.94   (f) ADJ UNCH    1 2
 QS0428
 QS0428.Superseded values are not recommended for survey control.
 QS0428
 QS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0428.See file dsdata.pdf to determine how the superseded data were derived.
 QS0428
 QS0428_MARKER: DB = BENCH MARK DISK
 QS0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0428_STAMPING: U 19 1933
 QS0428_MARK LOGO: CGS
 QS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0428+STABILITY: SURFACE MOTION
 QS0428
 QS0428  HISTORY     - Date     Condition        Report By
 QS0428  HISTORY     - 1933     MONUMENTED       CGS
 QS0428  HISTORY     - 1944     GOOD             CGS
 QS0428  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0428
 QS0428                          STATION DESCRIPTION
 QS0428
 QS0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 QS0428'12.2 MI N FROM ISABEL.
 QS0428'IN CORSON COUNTY, ABOUT 12.2 MILES NORTH ALONG STATE HIGHWAY
 QS0428'65 FROM ISABEL, DEWEY COUNTY, ABOUT 0.2 MILE SOUTH OF A
 QS0428'FARMHOUSE, ON THE WEST SLOPE OF A RIDGE, AND 90 FEET EAST OF THE
 QS0428'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 19 1933
 QS0428'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 QS0428'ABOVE GROUND.
 QS0428
 QS0428                          STATION RECOVERY (1985)
 QS0428
 QS0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0428'NOT RECOVERED.  ROADS IMPASSIBLE AT TIME OF RECOVERY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0301 ***********************************************************************
 OQ0301  DESIGNATION -  U 2
 OQ0301  PID         -  OQ0301
 OQ0301  STATE/COUNTY-  SD/MOODY
 OQ0301  COUNTRY     -  US
 OQ0301  USGS QUAD   -  TRENT (2017)
 OQ0301
 OQ0301                         *CURRENT SURVEY CONTROL
 OQ0301  ______________________________________________________________________
 OQ0301* NAD 83(1986) POSITION- 43 56 06.     (N) 096 40 30.     (W)   SCALED
 OQ0301* NAVD 88 ORTHO HEIGHT -   460.889 (meters)     1512.10  (feet) ADJUSTED
 OQ0301  ______________________________________________________________________
 OQ0301  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 OQ0301  DYNAMIC HEIGHT  -        460.781 (meters)     1511.75  (feet) COMP
 OQ0301  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 OQ0301
 OQ0301  VERT ORDER      -  FIRST     CLASS II
 OQ0301
 OQ0301.The horizontal coordinates were scaled from a map and have
 OQ0301.an estimated accuracy of +/- 6 seconds.
 OQ0301
 OQ0301.The orthometric height was determined by differential leveling and
 OQ0301.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0301.in June 1991.
 OQ0301
 OQ0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0301.GEOID18 height accuracy estimate available here.
 OQ0301
 OQ0301.Click photographs - Photos may exist for this station.
 OQ0301
 OQ0301.The dynamic height is computed by dividing the NAVD 88
 OQ0301.geopotential number by the normal gravity value computed on the
 OQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0301.degrees latitude (g = 980.6199 gals.).
 OQ0301
 OQ0301.The modeled gravity was interpolated from observed gravity values.
 OQ0301
 OQ0301;                    North         East    Units  Estimated Accuracy
 OQ0301;SPC SD S     -   184,400.      893,620.      MT  (+/- 180 meters Scaled)
 OQ0301
 OQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP866672(NAD 83)
 OQ0301
 OQ0301                          SUPERSEDED SURVEY CONTROL
 OQ0301
 OQ0301  NGVD 29 (??/??/92)  460.616  (m)         1511.20   (f) ADJ UNCH    1 2
 OQ0301
 OQ0301.Superseded values are not recommended for survey control.
 OQ0301
 OQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0301.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0301
 OQ0301_MARKER: P = PIPE CAP
 OQ0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0301_MARK LOGO: CGS
 OQ0301_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0301
 OQ0301  HISTORY     - Date     Condition        Report By
 OQ0301  HISTORY     - 1905     MONUMENTED       CGS
 OQ0301  HISTORY     - 1934     MARK NOT FOUND   CGS
 OQ0301  HISTORY     - 1965     MARK NOT FOUND   CGS
 OQ0301
 OQ0301                          STATION DESCRIPTION
 OQ0301
 OQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0301'4.3 MI SW FROM EGAN.
 OQ0301'4.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0301'PACIFIC RAILROAD FROM EGAN, MOODY COUNTY, AT THE CROSSING OF A
 OQ0301'ROAD ON THE NORTH LINE OF SECTION 2, T 105 N, R 49 W, 46 FEET
 OQ0301'EAST OF THE CENTERLINE OF THE TRACK, 39 FEET SOUTH OF THE
 OQ0301'CENTERLINE OF THE ROAD, AND 3 FEET EAST OF THE CORNER OF A
 OQ0301'CULTIVATED FIELD OWNED BY S.J. HIVELY.  A STANDARD CAP, FASTENED
 OQ0301'ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- WIND BLOWN SOIL
 OQ0301'DEPOSITED AT POINT DESCRIBED.
 OQ0301
 OQ0301                          STATION RECOVERY (1965)
 OQ0301
 OQ0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 OQ0301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0111 ***********************************************************************
 QR0111  DESIGNATION -  U 20
 QR0111  PID         -  QR0111
 QR0111  STATE/COUNTY-  SD/BROWN
 QR0111  COUNTRY     -  US
 QR0111  USGS QUAD   -  ABERDEEN WEST (2017)
 QR0111
 QR0111                         *CURRENT SURVEY CONTROL
 QR0111  ______________________________________________________________________
 QR0111* NAD 83(1986) POSITION- 45 26 45.     (N) 098 37 08.     (W)   SCALED
 QR0111* NAVD 88 ORTHO HEIGHT -   416.730 (meters)     1367.22  (feet) ADJUSTED
 QR0111  ______________________________________________________________________
 QR0111  GEOID HEIGHT    -        -24.182 (meters)                     GEOID18
 QR0111  DYNAMIC HEIGHT  -        416.702 (meters)     1367.13  (feet) COMP
 QR0111  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 QR0111
 QR0111  VERT ORDER      -  FIRST     CLASS II
 QR0111
 QR0111.The horizontal coordinates were scaled from a map and have
 QR0111.an estimated accuracy of +/- 6 seconds.
 QR0111
 QR0111.The orthometric height was determined by differential leveling and
 QR0111.adjusted by the NATIONAL GEODETIC SURVEY
 QR0111.in June 1991.
 QR0111
 QR0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0111.GEOID18 height accuracy estimate available here.
 QR0111
 QR0111.Click photographs - Photos may exist for this station.
 QR0111
 QR0111.The dynamic height is computed by dividing the NAVD 88
 QR0111.geopotential number by the normal gravity value computed on the
 QR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0111.degrees latitude (g = 980.6199 gals.).
 QR0111
 QR0111.The modeled gravity was interpolated from observed gravity values.
 QR0111
 QR0111;                    North         East    Units  Estimated Accuracy
 QR0111;SPC SD N     -   180,110.      708,040.      MT  (+/- 180 meters Scaled)
 QR0111
 QR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR298325(NAD 83)
 QR0111
 QR0111                          SUPERSEDED SURVEY CONTROL
 QR0111
 QR0111  NGVD 29 (??/??/92)  416.426  (m)         1366.22   (f) ADJ UNCH    1 2
 QR0111
 QR0111.Superseded values are not recommended for survey control.
 QR0111
 QR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0111.See file dsdata.pdf to determine how the superseded data were derived.
 QR0111
 QR0111_MARKER: DB = BENCH MARK DISK
 QR0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0111_STAMPING: U 20 1931 1366.224
 QR0111_MARK LOGO: CGS
 QR0111_PROJECTION: RECESSED 30 CENTIMETERS
 QR0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0111+STABILITY: SURFACE MOTION
 QR0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0111+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QR0111
 QR0111  HISTORY     - Date     Condition        Report By
 QR0111  HISTORY     - 1931     MONUMENTED       CGS
 QR0111  HISTORY     - 1941     GOOD             CGS
 QR0111  HISTORY     - 19970314 GOOD             NGS
 QR0111
 QR0111                          STATION DESCRIPTION
 QR0111
 QR0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0111'6.5 MI W FROM ABERDEEN.
 QR0111'6-1/2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0111'PACIFIC RAILROAD FROM ABERDEEN, BROWN COUNTY, 1 MILE EAST
 QR0111'OF THE EAST END OF THE SIDING AT FIFE, AT A ROAD CROSSING,
 QR0111'62 FEET WEST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTH
 QR0111'OF THE NORTH RAIL AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD
 QR0111'DISK, STAMPED 1366.224 U 20 1931 AND SET IN THE TOP OF A CONCRETE
 QR0111'POST FLUSH WITH THE GROUND.
 QR0111
 QR0111                          STATION RECOVERY (1941)
 QR0111
 QR0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0111'RECOVERED IN GOOD CONDITION.
 QR0111
 QR0111                          STATION RECOVERY (1997)
 QR0111
 QR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0111'8.4 KM (5.20 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST JUNCTION
 QR0111'OF U.S. HIGHWAY 281 IN OF ABERDEEN, 533.0 M (1748.7 FT) EAST OF
 QR0111'MILEPOST 283, 100.3 M (329.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.6
 QR0111'M (61.0 FT) WEST OF THE CENTER OF A ROAD, 13.9 M (45.6 FT) NORTH OF
 QR0111'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 13.6 M (44.6 FT)
 QR0111'WEST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 QR0111'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 QR0111'IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0827 ***********************************************************************
 PT0827  DESIGNATION -  U 20
 PT0827  PID         -  PT0827
 PT0827  STATE/COUNTY-  SD/ZIEBACH
 PT0827  COUNTRY     -  US
 PT0827  USGS QUAD   -  MILLER DAM (2017)
 PT0827
 PT0827                         *CURRENT SURVEY CONTROL
 PT0827  ______________________________________________________________________
 PT0827* NAD 83(1986) POSITION- 44 57 03.     (N) 101 37 21.     (W)   SCALED
 PT0827* NAVD 88 ORTHO HEIGHT -   729.613 (meters)     2393.74  (feet) ADJUSTED
 PT0827  ______________________________________________________________________
 PT0827  GEOID HEIGHT    -        -20.608 (meters)                     GEOID18
 PT0827  DYNAMIC HEIGHT  -        729.461 (meters)     2393.24  (feet) COMP
 PT0827  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 PT0827
 PT0827  VERT ORDER      -  FIRST     CLASS II
 PT0827
 PT0827.The horizontal coordinates were scaled from a map and have
 PT0827.an estimated accuracy of +/- 6 seconds.
 PT0827
 PT0827.The orthometric height was determined by differential leveling and
 PT0827.adjusted by the NATIONAL GEODETIC SURVEY
 PT0827.in June 1991.
 PT0827
 PT0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0827.GEOID18 height accuracy estimate available here.
 PT0827
 PT0827.Click photographs - Photos may exist for this station.
 PT0827
 PT0827.The dynamic height is computed by dividing the NAVD 88
 PT0827.geopotential number by the normal gravity value computed on the
 PT0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0827.degrees latitude (g = 980.6199 gals.).
 PT0827
 PT0827.The modeled gravity was interpolated from observed gravity values.
 PT0827
 PT0827;                    North         East    Units  Estimated Accuracy
 PT0827;SPC SD N     -   125,460.      471,980.      MT  (+/- 180 meters Scaled)
 PT0827
 PT0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ931808(NAD 83)
 PT0827
 PT0827                          SUPERSEDED SURVEY CONTROL
 PT0827
 PT0827  NGVD 29 (??/??/92)  729.160  (m)         2392.25   (f) ADJ UNCH    1 2
 PT0827
 PT0827.Superseded values are not recommended for survey control.
 PT0827
 PT0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0827.See file dsdata.pdf to determine how the superseded data were derived.
 PT0827
 PT0827_MARKER: DB = BENCH MARK DISK
 PT0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0827_STAMPING: U 20 1933
 PT0827_MARK LOGO: CGS
 PT0827_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0827+STABILITY: SURFACE MOTION
 PT0827
 PT0827  HISTORY     - Date     Condition        Report By
 PT0827  HISTORY     - 1933     MONUMENTED       CGS
 PT0827  HISTORY     - 1934     GOOD             CGS
 PT0827
 PT0827                          STATION DESCRIPTION
 PT0827
 PT0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0827'7.5 MI S FROM DUPREE.
 PT0827'7.5 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0827'COUNTY, AT A SECTION CORNER, ABOUT 180 FEET NORTH OF THE SECTION
 PT0827'LINE, AND 80 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 PT0827'STANDARD DISK, STAMPED U 20 1933 AND SET IN THE TOP OF A CONCRETE
 PT0827'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PT0827
 PT0827                          STATION RECOVERY (1934)
 PT0827
 PT0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0492 ***********************************************************************
 PT0492  DESIGNATION -  U 21
 PT0492  PID         -  PT0492
 PT0492  STATE/COUNTY-  SD/HAAKON
 PT0492  COUNTRY     -  US
 PT0492  USGS QUAD   -  MILESVILLE (2017)
 PT0492
 PT0492                         *CURRENT SURVEY CONTROL
 PT0492  ______________________________________________________________________
 PT0492* NAD 83(1986) POSITION- 44 25 48.     (N) 101 40 43.     (W)   SCALED
 PT0492* NAVD 88 ORTHO HEIGHT -   746.537 (meters)     2449.26  (feet) ADJUSTED
 PT0492  ______________________________________________________________________
 PT0492  GEOID HEIGHT    -        -20.917 (meters)                     GEOID18
 PT0492  DYNAMIC HEIGHT  -        746.346 (meters)     2448.64  (feet) COMP
 PT0492  MODELED GRAVITY -    980,337.9   (mgal)                       NAVD 88
 PT0492
 PT0492  VERT ORDER      -  FIRST     CLASS II
 PT0492
 PT0492.The horizontal coordinates were scaled from a map and have
 PT0492.an estimated accuracy of +/- 6 seconds.
 PT0492
 PT0492.The orthometric height was determined by differential leveling and
 PT0492.adjusted by the NATIONAL GEODETIC SURVEY
 PT0492.in June 1991.
 PT0492
 PT0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0492.GEOID18 height accuracy estimate available here.
 PT0492
 PT0492.Click photographs - Photos may exist for this station.
 PT0492
 PT0492.The dynamic height is computed by dividing the NAVD 88
 PT0492.geopotential number by the normal gravity value computed on the
 PT0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0492.degrees latitude (g = 980.6199 gals.).
 PT0492
 PT0492.The modeled gravity was interpolated from observed gravity values.
 PT0492
 PT0492;                    North         East    Units  Estimated Accuracy
 PT0492;SPC SD S     -   233,800.      492,890.      MT  (+/- 180 meters Scaled)
 PT0492
 PT0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ868231(NAD 83)
 PT0492
 PT0492                          SUPERSEDED SURVEY CONTROL
 PT0492
 PT0492  NGVD 29 (??/??/92)  746.08   (m)         2447.8    (f) COMPUTED    1 2
 PT0492
 PT0492.Superseded values are not recommended for survey control.
 PT0492
 PT0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0492.See file dsdata.pdf to determine how the superseded data were derived.
 PT0492
 PT0492_MARKER: DB = BENCH MARK DISK
 PT0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0492_STAMPING: U 21 1933
 PT0492_MARK LOGO: CGS
 PT0492_PROJECTION: PROJECTING 23 CENTIMETERS
 PT0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0492+STABILITY: SURFACE MOTION
 PT0492
 PT0492  HISTORY     - Date     Condition        Report By
 PT0492  HISTORY     - 1933     MONUMENTED       CGS
 PT0492  HISTORY     - 1961     GOOD             CGS
 PT0492  HISTORY     - 1981     GOOD             NGS
 PT0492  HISTORY     - 19950717 MARK NOT FOUND   NGS
 PT0492
 PT0492                          STATION DESCRIPTION
 PT0492
 PT0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PT0492'2 MI S FROM MILESVILLE.
 PT0492'2.0 MILES SOUTH ALONG THE PHILIP ROAD FROM MILESVILLE, HAAKON
 PT0492'COUNTY, IN THE NORTHWEST CORNER OF A SECTION, 68 FEET EAST OF THE
 PT0492'CENTERLINE OF THE ROAD, AND 35 FEET SOUTH OF THE SECTION LINE.
 PT0492'A STANDARD DISK, STAMPED U 21 1933 AND SET IN THE TOP OF A CONCRETE
 PT0492'POST PROJECTING 9 INCHES ABOVE GROUND.
 PT0492
 PT0492                          STATION RECOVERY (1981)
 PT0492
 PT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0492'RECOVERED IN GOOD CONDITION.
 PT0492
 PT0492                          STATION RECOVERY (1995)
 PT0492
 PT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0492'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PT0492'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0422 ***********************************************************************
 OS0422  DESIGNATION -  U 22
 OS0422  PID         -  OS0422
 OS0422  STATE/COUNTY-  SD/JACKSON
 OS0422  COUNTRY     -  US
 OS0422  USGS QUAD   -  KADOKA (2017)
 OS0422
 OS0422                         *CURRENT SURVEY CONTROL
 OS0422  ______________________________________________________________________
 OS0422* NAD 83(1986) POSITION- 43 50 10.     (N) 101 32 12.     (W)   SCALED
 OS0422* NAVD 88 ORTHO HEIGHT -   751.216 (meters)     2464.61  (feet) ADJUSTED
 OS0422  ______________________________________________________________________
 OS0422  GEOID HEIGHT    -        -21.518 (meters)                     GEOID18
 OS0422  DYNAMIC HEIGHT  -        750.974 (meters)     2463.82  (feet) COMP
 OS0422  MODELED GRAVITY -    980,272.7   (mgal)                       NAVD 88
 OS0422
 OS0422  VERT ORDER      -  FIRST     CLASS II
 OS0422
 OS0422.The horizontal coordinates were scaled from a map and have
 OS0422.an estimated accuracy of +/- 6 seconds.
 OS0422
 OS0422.The orthometric height was determined by differential leveling and
 OS0422.adjusted by the NATIONAL GEODETIC SURVEY
 OS0422.in June 1991.
 OS0422
 OS0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0422.GEOID18 height accuracy estimate available here.
 OS0422
 OS0422.Click photographs - Photos may exist for this station.
 OS0422
 OS0422.The dynamic height is computed by dividing the NAVD 88
 OS0422.geopotential number by the normal gravity value computed on the
 OS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0422.degrees latitude (g = 980.6199 gals.).
 OS0422
 OS0422.The modeled gravity was interpolated from observed gravity values.
 OS0422
 OS0422;                    North         East    Units  Estimated Accuracy
 OS0422;SPC SD S     -   167,650.      503,230.      MT  (+/- 180 meters Scaled)
 OS0422
 OS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP960567(NAD 83)
 OS0422
 OS0422                          SUPERSEDED SURVEY CONTROL
 OS0422
 OS0422  NGVD 29 (??/??/92)  750.761  (m)         2463.12   (f) ADJ UNCH    1 2
 OS0422
 OS0422.Superseded values are not recommended for survey control.
 OS0422
 OS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0422.See file dsdata.pdf to determine how the superseded data were derived.
 OS0422
 OS0422_MARKER: DB = BENCH MARK DISK
 OS0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0422_STAMPING: U 22 1933
 OS0422_MARK LOGO: CGS
 OS0422_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0422+STABILITY: SURFACE MOTION
 OS0422
 OS0422  HISTORY     - Date     Condition        Report By
 OS0422  HISTORY     - 1933     MONUMENTED       CGS
 OS0422  HISTORY     - 1962     MARK NOT FOUND   CGS
 OS0422
 OS0422                          STATION DESCRIPTION
 OS0422
 OS0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0422'1.3 MI W FROM KADOKA.
 OS0422'1.3 MILES WEST ALONG U.S. HIGHWAY 16 FROM KADOKA, JACKSON COUNTY,
 OS0422'0.4 MILE WEST OF A FARMHOUSE, 112 FEET WEST OF A GUARDRAIL, AND
 OS0422'53 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 OS0422'STAMPED U 22 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0422'8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0286 ***********************************************************************
 QT0286  DESIGNATION -  U 25
 QT0286  PID         -  QT0286
 QT0286  STATE/COUNTY-  SD/BUTTE
 QT0286  COUNTRY     -  US
 QT0286  USGS QUAD   -  BATTLE CREEK BUTTE (2017)
 QT0286
 QT0286                         *CURRENT SURVEY CONTROL
 QT0286  ______________________________________________________________________
 QT0286* NAD 83(1986) POSITION- 45 05 14.     (N) 103 46 20.     (W)   SCALED
 QT0286* NAVD 88 ORTHO HEIGHT -   976.220 (meters)     3202.82  (feet) ADJUSTED
 QT0286  ______________________________________________________________________
 QT0286  GEOID HEIGHT    -        -16.023 (meters)                     GEOID18
 QT0286  DYNAMIC HEIGHT  -        975.980 (meters)     3202.03  (feet) COMP
 QT0286  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 QT0286
 QT0286  VERT ORDER      -  FIRST     CLASS II
 QT0286
 QT0286.The horizontal coordinates were scaled from a map and have
 QT0286.an estimated accuracy of +/- 6 seconds.
 QT0286
 QT0286.The orthometric height was determined by differential leveling and
 QT0286.adjusted by the NATIONAL GEODETIC SURVEY
 QT0286.in June 1991.
 QT0286
 QT0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0286.GEOID18 height accuracy estimate available here.
 QT0286
 QT0286.Click photographs - Photos may exist for this station.
 QT0286
 QT0286.The dynamic height is computed by dividing the NAVD 88
 QT0286.geopotential number by the normal gravity value computed on the
 QT0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0286.degrees latitude (g = 980.6199 gals.).
 QT0286
 QT0286.The modeled gravity was interpolated from observed gravity values.
 QT0286
 QT0286;                    North         East    Units  Estimated Accuracy
 QT0286;SPC SD N     -   146,250.      303,150.      MT  (+/- 180 meters Scaled)
 QT0286
 QT0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK966933(NAD 83)
 QT0286
 QT0286                          SUPERSEDED SURVEY CONTROL
 QT0286
 QT0286  NGVD 29 (??/??/92)  975.727  (m)         3201.20   (f) ADJ UNCH    1 2
 QT0286
 QT0286.Superseded values are not recommended for survey control.
 QT0286
 QT0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0286.See file dsdata.pdf to determine how the superseded data were derived.
 QT0286
 QT0286_MARKER: DB = BENCH MARK DISK
 QT0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0286_STAMPING: U 25 1934
 QT0286_MARK LOGO: CGS
 QT0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0286+STABILITY: SURFACE MOTION
 QT0286
 QT0286  HISTORY     - Date     Condition        Report By
 QT0286  HISTORY     - 1934     MONUMENTED       CGS
 QT0286  HISTORY     - 1953     GOOD             LOCSUR
 QT0286
 QT0286                          STATION DESCRIPTION
 QT0286
 QT0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0286'29.9 MI N FROM BELLE FOURCHE.
 QT0286'52 FT W OF CENTER OF HIGHWAY, MARK IS AT A LARGE CURVE WHERE
 QT0286'HIGHWAY CURVES TO RIGHT, FROM N AND S DIRECTION TO NE.  29.9 MI.
 QT0286'NORTH ALONG U.S. HWY. 85 FROM BELLE FOURCHE, BUTTE COUNTY, AT
 QT0286'A LARGE CURVE AROUND CREEK BED AND OVER A BRIDGE, 52 FEET WEST
 QT0286'OF THE CENTERLINE OF HIGHWAY AT NORTH END OF CURVE WHERE ROAD
 QT0286'TURNS FROM A NW-SE HEADING TO A N AND S HEADING.
 QT0286
 QT0286                          STATION RECOVERY (1953)
 QT0286
 QT0286'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QT0286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0224 ***********************************************************************
 QT0224  DESIGNATION -  U 26
 QT0224  PID         -  QT0224
 QT0224  STATE/COUNTY-  SD/HARDING
 QT0224  COUNTRY     -  US
 QT0224  USGS QUAD   -  HAY CREEK (2017)
 QT0224
 QT0224                         *CURRENT SURVEY CONTROL
 QT0224  ______________________________________________________________________
 QT0224* NAD 83(1986) POSITION- 45 42 32.     (N) 103 29 05.     (W)   SCALED
 QT0224* NAVD 88 ORTHO HEIGHT -   908.697 (meters)     2981.28  (feet) ADJUSTED
 QT0224  ______________________________________________________________________
 QT0224  GEOID HEIGHT    -        -15.847 (meters)                     GEOID18
 QT0224  DYNAMIC HEIGHT  -        908.571 (meters)     2980.87  (feet) COMP
 QT0224  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 QT0224
 QT0224  VERT ORDER      -  FIRST     CLASS II
 QT0224
 QT0224.The horizontal coordinates were scaled from a map and have
 QT0224.an estimated accuracy of +/- 6 seconds.
 QT0224
 QT0224.The orthometric height was determined by differential leveling and
 QT0224.adjusted by the NATIONAL GEODETIC SURVEY
 QT0224.in June 1991.
 QT0224
 QT0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0224.GEOID18 height accuracy estimate available here.
 QT0224
 QT0224.Click photographs - Photos may exist for this station.
 QT0224
 QT0224.The dynamic height is computed by dividing the NAVD 88
 QT0224.geopotential number by the normal gravity value computed on the
 QT0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0224.degrees latitude (g = 980.6199 gals.).
 QT0224
 QT0224.The modeled gravity was interpolated from observed gravity values.
 QT0224
 QT0224;                    North         East    Units  Estimated Accuracy
 QT0224;SPC SD N     -   214,260.      328,730.      MT  (+/- 180 meters Scaled)
 QT0224
 QT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL179628(NAD 83)
 QT0224
 QT0224                          SUPERSEDED SURVEY CONTROL
 QT0224
 QT0224  NGVD 29 (??/??/92)  908.204  (m)         2979.67   (f) ADJ UNCH    1 2
 QT0224
 QT0224.Superseded values are not recommended for survey control.
 QT0224
 QT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0224.See file dsdata.pdf to determine how the superseded data were derived.
 QT0224
 QT0224_MARKER: DB = BENCH MARK DISK
 QT0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0224_STAMPING: U 26 1934
 QT0224_MARK LOGO: CGS
 QT0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0224+STABILITY: SURFACE MOTION
 QT0224
 QT0224  HISTORY     - Date     Condition        Report By
 QT0224  HISTORY     - 1934     MONUMENTED       CGS
 QT0224  HISTORY     - 1961     GOOD             CGS
 QT0224
 QT0224                          STATION DESCRIPTION
 QT0224
 QT0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QT0224'10.7 MI N FROM BUFFALO.
 QT0224'10.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM BUFFALO, HARDING
 QT0224'COUNTY, ABOUT 156 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 QT0224'36 FEET WEST OF THE CENTER LINE OF AN OLD ROAD, AND 6 FEET WEST
 QT0224'OF THE FENCE.  A STANDARD DISK, STAMPED U 26 1934 AND SET IN THE
 QT0224'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0382 ***********************************************************************
 QR0382  DESIGNATION -  U 27
 QR0382  PID         -  QR0382
 QR0382  STATE/COUNTY-  SD/WALWORTH
 QR0382  COUNTRY     -  US
 QR0382  USGS QUAD   -  JAVA (2017)
 QR0382
 QR0382                         *CURRENT SURVEY CONTROL
 QR0382  ______________________________________________________________________
 QR0382* NAD 83(1986) POSITION- 45 30 13.     (N) 099 59 16.     (W)   SCALED
 QR0382* NAVD 88 ORTHO HEIGHT -   584.004 (meters)     1916.02  (feet) ADJUSTED
 QR0382  ______________________________________________________________________
 QR0382  GEOID HEIGHT    -        -22.357 (meters)                     GEOID18
 QR0382  DYNAMIC HEIGHT  -        583.943 (meters)     1915.82  (feet) COMP
 QR0382  MODELED GRAVITY -    980,493.3   (mgal)                       NAVD 88
 QR0382
 QR0382  VERT ORDER      -  FIRST     CLASS II
 QR0382
 QR0382.The horizontal coordinates were scaled from a map and have
 QR0382.an estimated accuracy of +/- 6 seconds.
 QR0382
 QR0382.The orthometric height was determined by differential leveling and
 QR0382.adjusted by the NATIONAL GEODETIC SURVEY
 QR0382.in June 1991.
 QR0382
 QR0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0382.GEOID18 height accuracy estimate available here.
 QR0382
 QR0382.Click photographs - Photos may exist for this station.
 QR0382
 QR0382.The dynamic height is computed by dividing the NAVD 88
 QR0382.geopotential number by the normal gravity value computed on the
 QR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0382.degrees latitude (g = 980.6199 gals.).
 QR0382
 QR0382.The modeled gravity was interpolated from observed gravity values.
 QR0382
 QR0382;                    North         East    Units  Estimated Accuracy
 QR0382;SPC SD N     -   185,610.      600,960.      MT  (+/- 180 meters Scaled)
 QR0382
 QR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR228393(NAD 83)
 QR0382
 QR0382                          SUPERSEDED SURVEY CONTROL
 QR0382
 QR0382  NGVD 29 (??/??/92)  583.63   (m)         1914.8    (f) COMPUTED    1 2
 QR0382
 QR0382.Superseded values are not recommended for survey control.
 QR0382
 QR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0382.See file dsdata.pdf to determine how the superseded data were derived.
 QR0382
 QR0382_MARKER: DB = BENCH MARK DISK
 QR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0382_STAMPING: U 27 1934
 QR0382_MARK LOGO: CGS
 QR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0382+STABILITY: SURFACE MOTION
 QR0382
 QR0382  HISTORY     - Date     Condition        Report By
 QR0382  HISTORY     - 1934     MONUMENTED       CGS
 QR0382  HISTORY     - 1974     GOOD             USGS
 QR0382
 QR0382                          STATION DESCRIPTION
 QR0382
 QR0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0382'2 MI E FROM SELBY.
 QR0382'2.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0382'RAILROAD FROM SELBY, WALWORTH COUNTY, 140 FEET SOUTHWEST OF
 QR0382'MILEPOST 782, ABOUT 50 FEET NORTH OF THE CENTER LINE OF THE
 QR0382'TRACK, AND 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QR0382'DISK, STAMPED U 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QR0382
 QR0382                          STATION RECOVERY (1974)
 QR0382
 QR0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0330 ***********************************************************************
 QS0330  DESIGNATION -  U 28
 QS0330  PID         -  QS0330
 QS0330  STATE/COUNTY-  SD/CORSON
 QS0330  COUNTRY     -  US
 QS0330  USGS QUAD   -  WAKPALA SW (2017)
 QS0330
 QS0330                         *CURRENT SURVEY CONTROL
 QS0330  ______________________________________________________________________
 QS0330* NAD 83(1986) POSITION- 45 32 15.     (N) 100 41 17.     (W)   SCALED
 QS0330* NAVD 88 ORTHO HEIGHT -   563.137 (meters)     1847.56  (feet) ADJUSTED
 QS0330  ______________________________________________________________________
 QS0330  GEOID HEIGHT    -        -21.452 (meters)                     GEOID18
 QS0330  DYNAMIC HEIGHT  -        563.081 (meters)     1847.37  (feet) COMP
 QS0330  MODELED GRAVITY -    980,498.8   (mgal)                       NAVD 88
 QS0330
 QS0330  VERT ORDER      -  FIRST     CLASS II
 QS0330
 QS0330.The horizontal coordinates were scaled from a map and have
 QS0330.an estimated accuracy of +/- 6 seconds.
 QS0330
 QS0330.The orthometric height was determined by differential leveling and
 QS0330.adjusted by the NATIONAL GEODETIC SURVEY
 QS0330.in June 1991.
 QS0330
 QS0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0330.GEOID18 height accuracy estimate available here.
 QS0330
 QS0330.Click photographs - Photos may exist for this station.
 QS0330
 QS0330.The dynamic height is computed by dividing the NAVD 88
 QS0330.geopotential number by the normal gravity value computed on the
 QS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0330.degrees latitude (g = 980.6199 gals.).
 QS0330
 QS0330.The modeled gravity was interpolated from observed gravity values.
 QS0330
 QS0330;                    North         East    Units  Estimated Accuracy
 QS0330;SPC SD N     -   189,600.      546,260.      MT  (+/- 180 meters Scaled)
 QS0330
 QS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR682440(NAD 83)
 QS0330
 QS0330                          SUPERSEDED SURVEY CONTROL
 QS0330
 QS0330  NGVD 29 (??/??/92)  562.747  (m)         1846.28   (f) ADJ UNCH    1 2
 QS0330
 QS0330.Superseded values are not recommended for survey control.
 QS0330
 QS0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0330.See file dsdata.pdf to determine how the superseded data were derived.
 QS0330
 QS0330_MARKER: DB = BENCH MARK DISK
 QS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0330_STAMPING: U 28 1934
 QS0330_MARK LOGO: CGS
 QS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0330+STABILITY: SURFACE MOTION
 QS0330
 QS0330  HISTORY     - Date     Condition        Report By
 QS0330  HISTORY     - 1934     MONUMENTED       CGS
 QS0330
 QS0330                          STATION DESCRIPTION
 QS0330
 QS0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0330'AT LANDEAU.
 QS0330'AT LANDEAU, CORSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0330'AND PACIFIC RAILROAD, ABOUT 34 YARDS NORTH OF MILEPOST 16, ABOUT
 QS0330'100 YARDS EAST OF A WHITE SCHOOLHOUSE, AND 62 FEET NORTHWEST OF
 QS0330'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED U
 QS0330'28 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 USGS
 QS0330'REPORT -- THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QS0330'HAS BEEN MOVED ABOVE THE OAHE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0072 ***********************************************************************
 QS0072  DESIGNATION -  U 294
 QS0072  PID         -  QS0072
 QS0072  STATE/COUNTY-  SD/CAMPBELL
 QS0072  COUNTRY     -  US
 QS0072  USGS QUAD   -  MOUND CITY (2017)
 QS0072
 QS0072                         *CURRENT SURVEY CONTROL
 QS0072  ______________________________________________________________________
 QS0072* NAD 83(1986) POSITION- 45 42 34.     (N) 100 02 50.     (W)   SCALED
 QS0072* NAVD 88 ORTHO HEIGHT -   513.872 (meters)     1685.93  (feet) ADJUSTED
 QS0072  ______________________________________________________________________
 QS0072  GEOID HEIGHT    -        -22.318 (meters)                     GEOID18
 QS0072  DYNAMIC HEIGHT  -        513.831 (meters)     1685.79  (feet) COMP
 QS0072  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 QS0072
 QS0072  VERT ORDER      -  SECOND    CLASS 0
 QS0072
 QS0072.The horizontal coordinates were scaled from a map and have
 QS0072.an estimated accuracy of +/- 6 seconds.
 QS0072
 QS0072.The orthometric height was determined by differential leveling and
 QS0072.adjusted by the NATIONAL GEODETIC SURVEY
 QS0072.in June 1991.
 QS0072
 QS0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0072.GEOID18 height accuracy estimate available here.
 QS0072
 QS0072.Click photographs - Photos may exist for this station.
 QS0072
 QS0072.The dynamic height is computed by dividing the NAVD 88
 QS0072.geopotential number by the normal gravity value computed on the
 QS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0072.degrees latitude (g = 980.6199 gals.).
 QS0072
 QS0072.The modeled gravity was interpolated from observed gravity values.
 QS0072
 QS0072;                    North         East    Units  Estimated Accuracy
 QS0072;SPC SD N     -   208,490.      596,320.      MT  (+/- 180 meters Scaled)
 QS0072
 QS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR184622(NAD 83)
 QS0072
 QS0072                          SUPERSEDED SURVEY CONTROL
 QS0072
 QS0072  NGVD 29 (??/??/92)  513.495  (m)         1684.69   (f) ADJ UNCH    2 0
 QS0072
 QS0072.Superseded values are not recommended for survey control.
 QS0072
 QS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0072.See file dsdata.pdf to determine how the superseded data were derived.
 QS0072
 QS0072_MARKER: DB = BENCH MARK DISK
 QS0072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0072_SP_SET: CULVERT HEADWALL
 QS0072_STAMPING: U 294 1940
 QS0072_MARK LOGO: CGS
 QS0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0072+STABILITY: SURFACE MOTION
 QS0072
 QS0072  HISTORY     - Date     Condition        Report By
 QS0072  HISTORY     - 1940     MONUMENTED       CGS
 QS0072  HISTORY     - 1941     GOOD             CGS
 QS0072
 QS0072                          STATION DESCRIPTION
 QS0072
 QS0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0072'2.2 MI SE FROM MOUND CITY.
 QS0072'ABOUT 2.2 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83 FROM THE
 QS0072'COURTHOUSE AT MOUND CITY, CAMPBELL COUNTY, AT A SECTION-LINE
 QS0072'ROAD CROSSING, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 QS0072'AT A CONCRETE CULVERT, IN THE TOP OF THE EAST HEAD WALL, 20 FEET
 QS0072'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET SOUTH OF A
 QS0072'WHITE POST.  A STANDARD DISK, STAMPED U 294 1940.
 QS0072
 QS0072                          STATION RECOVERY (1941)
 QS0072
 QS0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QS0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0328 ***********************************************************************
 PS0328  DESIGNATION -  U 295 RESET
 PS0328  PID         -  PS0328
 PS0328  STATE/COUNTY-  SD/HYDE
 PS0328  COUNTRY     -  US
 PS0328  USGS QUAD   -  HIGHMORE (2017)
 PS0328
 PS0328                         *CURRENT SURVEY CONTROL
 PS0328  ______________________________________________________________________
 PS0328* NAD 83(1986) POSITION- 44 35 31.     (N) 099 27 11.     (W)   SCALED
 PS0328* NAVD 88 ORTHO HEIGHT -   536.04  (meters)     1758.7   (feet) RESET
 PS0328  ______________________________________________________________________
 PS0328  GEOID HEIGHT    -        -23.683 (meters)                     GEOID18
 PS0328  VERT ORDER      -  THIRD
 PS0328
 PS0328.The horizontal coordinates were scaled from a map and have
 PS0328.an estimated accuracy of +/- 6 seconds.
 PS0328
 PS0328.The orthometric height was computed from unverified reset data.
 PS0328
 PS0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0328.GEOID18 height accuracy estimate available here.
 PS0328
 PS0328.Click photographs - Photos may exist for this station.
 PS0328
 PS0328;                    North         East    Units  Estimated Accuracy
 PS0328;SPC SD N     -    84,450.      643,430.      MT  (+/- 180 meters Scaled)
 PS0328
 PS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ640377(NAD 83)
 PS0328
 PS0328                          SUPERSEDED SURVEY CONTROL
 PS0328
 PS0328.No superseded survey control is available for this station.
 PS0328
 PS0328_MARKER: DB = BENCH MARK DISK
 PS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0328_STAMPING: U 295 RESET 1963
 PS0328_MARK LOGO: CGS
 PS0328_PROJECTION: PROJECTING 8 CENTIMETERS
 PS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0328+STABILITY: SURFACE MOTION
 PS0328
 PS0328  HISTORY     - Date     Condition        Report By
 PS0328  HISTORY     - 1963     MONUMENTED       SDHD
 PS0328  HISTORY     - 1984     GOOD             NGS
 PS0328
 PS0328                          STATION DESCRIPTION
 PS0328
 PS0328'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1963
 PS0328'5.5 MI N FROM HIGHMORE.
 PS0328'5.5 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0328'NORTHWESTERN RAILWAY STATION AT HIGHMORE, 0.1 MILE NORTH OF THE
 PS0328'INTERSECTION OF A SECTION-LINE ROAD, 101 FT EAST OF THE
 PS0328'CENTERLINE OF THE SENECA ROAD, SET IN THE TOP OF A CONCRETE
 PS0328'POST PROJECTING 3 INCHES ABOVE GROUND.
 PS0328
 PS0328                          STATION RECOVERY (1984)
 PS0328
 PS0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0328'ABOUT 8 KM (5.0 MI) NORTH ALONG HIGHWAY 47 FROM THE JUNCTION OF
 PS0328'HIGHWAYS 47 AND 14 ON THE NORTH EDGE OF HIGHMORE, 30.8 M (101 FT)
 PS0328'EAST OF CENTER OF HIGHWAY, 0.3 M (1.0 FT) WEST OF FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0343 ***********************************************************************
 OR0343  DESIGNATION -  U 296
 OR0343  PID         -  OR0343
 OR0343  STATE/COUNTY-  SD/GREGORY
 OR0343  COUNTRY     -  US
 OR0343  USGS QUAD   -  BONESTEEL (2017)
 OR0343
 OR0343                         *CURRENT SURVEY CONTROL
 OR0343  ______________________________________________________________________
 OR0343* NAD 83(1986) POSITION- 43 04 33.     (N) 098 56 05.     (W)   SCALED
 OR0343* NAVD 88 ORTHO HEIGHT -   595.063 (meters)     1952.30  (feet) ADJUSTED
 OR0343  ______________________________________________________________________
 OR0343  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 OR0343  DYNAMIC HEIGHT  -        594.847 (meters)     1951.59  (feet) COMP
 OR0343  MODELED GRAVITY -    980,239.0   (mgal)                       NAVD 88
 OR0343
 OR0343  VERT ORDER      -  FIRST     CLASS II
 OR0343
 OR0343.The horizontal coordinates were scaled from a map and have
 OR0343.an estimated accuracy of +/- 6 seconds.
 OR0343
 OR0343.The orthometric height was determined by differential leveling and
 OR0343.adjusted by the NATIONAL GEODETIC SURVEY
 OR0343.in June 1991.
 OR0343
 OR0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0343.GEOID18 height accuracy estimate available here.
 OR0343
 OR0343.Click photographs - Photos may exist for this station.
 OR0343
 OR0343.The dynamic height is computed by dividing the NAVD 88
 OR0343.geopotential number by the normal gravity value computed on the
 OR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0343.degrees latitude (g = 980.6199 gals.).
 OR0343
 OR0343.The modeled gravity was interpolated from observed gravity values.
 OR0343
 OR0343;                    North         East    Units  Estimated Accuracy
 OR0343;SPC SD S     -    83,440.      713,890.      MT  (+/- 180 meters Scaled)
 OR0343
 OR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN053692(NAD 83)
 OR0343
 OR0343                          SUPERSEDED SURVEY CONTROL
 OR0343
 OR0343  NGVD 29 (??/??/92)  594.745  (m)         1951.26   (f) ADJ UNCH    1 2
 OR0343
 OR0343.Superseded values are not recommended for survey control.
 OR0343
 OR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0343.See file dsdata.pdf to determine how the superseded data were derived.
 OR0343
 OR0343_MARKER: DB = BENCH MARK DISK
 OR0343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0343_SP_SET: CULVERT HEADWALL
 OR0343_STAMPING: U 296 1940
 OR0343_MARK LOGO: CGS
 OR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0343+STABILITY: SURFACE MOTION
 OR0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0343+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2012
 OR0343
 OR0343  HISTORY     - Date     Condition        Report By
 OR0343  HISTORY     - 1940     MONUMENTED       CGS
 OR0343  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0343  HISTORY     - 20120114 GOOD             INDIV
 OR0343
 OR0343                          STATION DESCRIPTION
 OR0343
 OR0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0343'0.8 MI SE FROM BONESTEEL.
 OR0343'0.8 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0343'FROM THE STATION AT BONESTEEL, GREGORY COUNTY, 4-1/2 POLES
 OR0343'NORTHWEST OF MILEPOST 120, 62.7 FEET NORTHEAST OF THE NORTHEAST
 OR0343'RAIL, 18.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 18, AT A
 OR0343'CULVERT UNDER U.S. HIGHWAY 18, IN THE TOP OF THE WEST END OF
 OR0343'THE SOUTH CONCRETE HEAD WALL, AND 1.4 FEET EAST OF A WHITE
 OR0343'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED U 296 1940.
 OR0343
 OR0343                          STATION RECOVERY (1993)
 OR0343
 OR0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0343'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OR0343
 OR0343                          STATION RECOVERY (2012)
 OR0343
 OR0343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0281 ***********************************************************************
 QS0281  DESIGNATION -  U 298
 QS0281  PID         -  QS0281
 QS0281  STATE/COUNTY-  SD/DEWEY
 QS0281  COUNTRY     -  US
 QS0281  USGS QUAD   -  VIRGINIA (2017)
 QS0281
 QS0281                         *CURRENT SURVEY CONTROL
 QS0281  ______________________________________________________________________
 QS0281* NAD 83(1986) POSITION- 45 12 45.     (N) 100 33 40.     (W)   SCALED
 QS0281* NAVD 88 ORTHO HEIGHT -   545.409 (meters)     1789.40  (feet) ADJUSTED
 QS0281  ______________________________________________________________________
 QS0281  GEOID HEIGHT    -        -22.012 (meters)                     GEOID18
 QS0281  DYNAMIC HEIGHT  -        545.331 (meters)     1789.14  (feet) COMP
 QS0281  MODELED GRAVITY -    980,456.1   (mgal)                       NAVD 88
 QS0281
 QS0281  VERT ORDER      -  SECOND    CLASS 0
 QS0281
 QS0281.The horizontal coordinates were scaled from a map and have
 QS0281.an estimated accuracy of +/- 6 seconds.
 QS0281
 QS0281.The orthometric height was determined by differential leveling and
 QS0281.adjusted by the NATIONAL GEODETIC SURVEY
 QS0281.in June 1991.
 QS0281
 QS0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0281.GEOID18 height accuracy estimate available here.
 QS0281
 QS0281.Click photographs - Photos may exist for this station.
 QS0281
 QS0281.The dynamic height is computed by dividing the NAVD 88
 QS0281.geopotential number by the normal gravity value computed on the
 QS0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0281.degrees latitude (g = 980.6199 gals.).
 QS0281
 QS0281.The modeled gravity was interpolated from observed gravity values.
 QS0281
 QS0281;                    North         East    Units  Estimated Accuracy
 QS0281;SPC SD N     -   153,410.      555,930.      MT  (+/- 180 meters Scaled)
 QS0281
 QS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR774077(NAD 83)
 QS0281
 QS0281                          SUPERSEDED SURVEY CONTROL
 QS0281
 QS0281  NGVD 29 (??/??/92)  545.008  (m)         1788.08   (f) ADJ UNCH    2 0
 QS0281
 QS0281.Superseded values are not recommended for survey control.
 QS0281
 QS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0281.See file dsdata.pdf to determine how the superseded data were derived.
 QS0281
 QS0281_MARKER: DB = BENCH MARK DISK
 QS0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0281_STAMPING: U 298 1940
 QS0281_MARK LOGO: CGS
 QS0281_PROJECTION: FLUSH
 QS0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0281+STABILITY: SURFACE MOTION
 QS0281
 QS0281  HISTORY     - Date     Condition        Report By
 QS0281  HISTORY     - 1940     MONUMENTED       CGS
 QS0281
 QS0281                          STATION DESCRIPTION
 QS0281
 QS0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0281'7.2 MI NE FROM LA PLANT.
 QS0281'ABOUT 7.2 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0281'PAUL AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY
 QS0281'COUNTY, OPPOSITE MILEPOST 22, 60 FEET WEST OF THE CENTER LINE
 QS0281'OF THE TRACK, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 0.5
 QS0281'FOOT NORTH OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A
 QS0281'STANDARD DISK, STAMPED U 298 1940 AND SET IN THE TOP OF A
 QS0281'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0697 ***********************************************************************
 OR0697  DESIGNATION -  U 301
 OR0697  PID         -  OR0697
 OR0697  STATE/COUNTY-  SD/CHARLES MIX
 OR0697  COUNTRY     -  US
 OR0697  USGS QUAD   -  ACADEMY (2017)
 OR0697
 OR0697                         *CURRENT SURVEY CONTROL
 OR0697  ______________________________________________________________________
 OR0697* NAD 83(1986) POSITION- 43 23 02.     (N) 099 01 22.     (W)   SCALED
 OR0697* NAVD 88 ORTHO HEIGHT -   524.877 (meters)     1722.03  (feet) ADJUSTED
 OR0697  ______________________________________________________________________
 OR0697  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 OR0697  DYNAMIC HEIGHT  -        524.705 (meters)     1721.47  (feet) COMP
 OR0697  MODELED GRAVITY -    980,276.1   (mgal)                       NAVD 88
 OR0697
 OR0697  VERT ORDER      -  FIRST     CLASS II
 OR0697
 OR0697.The horizontal coordinates were scaled from a map and have
 OR0697.an estimated accuracy of +/- 6 seconds.
 OR0697
 OR0697.The orthometric height was determined by differential leveling and
 OR0697.adjusted by the NATIONAL GEODETIC SURVEY
 OR0697.in June 1991.
 OR0697
 OR0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0697.GEOID18 height accuracy estimate available here.
 OR0697
 OR0697.Click photographs - Photos may exist for this station.
 OR0697
 OR0697.The dynamic height is computed by dividing the NAVD 88
 OR0697.geopotential number by the normal gravity value computed on the
 OR0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0697.degrees latitude (g = 980.6199 gals.).
 OR0697
 OR0697.The modeled gravity was interpolated from observed gravity values.
 OR0697
 OR0697;                    North         East    Units  Estimated Accuracy
 OR0697;SPC SD S     -   117,550.      706,180.      MT  (+/- 180 meters Scaled)
 OR0697
 OR0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP981034(NAD 83)
 OR0697
 OR0697                          SUPERSEDED SURVEY CONTROL
 OR0697
 OR0697  NGVD 29 (??/??/92)  524.53   (m)         1720.9    (f) COMPUTED    1 2
 OR0697
 OR0697.Superseded values are not recommended for survey control.
 OR0697
 OR0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0697.See file dsdata.pdf to determine how the superseded data were derived.
 OR0697
 OR0697_MARKER: DB = BENCH MARK DISK
 OR0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0697_STAMPING: U 301 1945
 OR0697_MARK LOGO: CGS
 OR0697_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0697+STABILITY: SURFACE MOTION
 OR0697
 OR0697  HISTORY     - Date     Condition        Report By
 OR0697  HISTORY     - 1945     MONUMENTED       CGS
 OR0697  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0697
 OR0697                          STATION DESCRIPTION
 OR0697
 OR0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0697'9.2 MI W FROM PLATTE.
 OR0697'TO REACH FROM THE POST OFFICE AT PLATTE GO SOUTH 0.2 MILE ALONG
 OR0697'MAIN STREET, THENCE WEST 9.0 MILES ALONG A GRAVELED ROAD TO SITE
 OR0697'OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD
 OR0697'AND A NORTH-SOUTH DIRT ROAD, 42.0 FEET SOUTH OF AND ABOUT 2.0
 OR0697'FEET HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 47.0 FEET
 OR0697'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND 2.0 FEET EAST
 OR0697'OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED U 301 1945 SET
 OR0697'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 OR0697
 OR0697                          STATION RECOVERY (2013)
 OR0697
 OR0697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0698 ***********************************************************************
 OR0698  DESIGNATION -  U 301 RESET
 OR0698  PID         -  OR0698
 OR0698  STATE/COUNTY-  SD/CHARLES MIX
 OR0698  COUNTRY     -  US
 OR0698  USGS QUAD   -  ACADEMY (2017)
 OR0698
 OR0698                         *CURRENT SURVEY CONTROL
 OR0698  ______________________________________________________________________
 OR0698* NAD 83(1986) POSITION- 43 23 02.     (N) 099 01 22.     (W)   SCALED
 OR0698* NAVD 88 ORTHO HEIGHT -   524.08  (+/-2cm)     1719.4   (feet) VERTCON3
 OR0698  ______________________________________________________________________
 OR0698  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 OR0698  VERT ORDER      -  THIRD (See Below)
 OR0698
 OR0698.The horizontal coordinates were scaled from a map and have
 OR0698.an estimated accuracy of +/- 6 seconds.
 OR0698
 OR0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0698
 OR0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0698.GEOID18 height accuracy estimate available here.
 OR0698
 OR0698.The vertical order pertains to the NGVD 29 superseded value.
 OR0698
 OR0698.Click photographs - Photos may exist for this station.
 OR0698
 OR0698;                    North         East    Units  Estimated Accuracy
 OR0698;SPC SD S     -   117,550.      706,180.      MT  (+/- 180 meters Scaled)
 OR0698
 OR0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP981034(NAD 83)
 OR0698
 OR0698                          SUPERSEDED SURVEY CONTROL
 OR0698
 OR0698  NGVD 29 (??/??/??)  523.73   (m)         1718.3    (f) RESET       3  
 OR0698
 OR0698.Superseded values are not recommended for survey control.
 OR0698
 OR0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0698.See file dsdata.pdf to determine how the superseded data were derived.
 OR0698
 OR0698_MARKER: DB = BENCH MARK DISK
 OR0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0698_STAMPING: U 301 RESET 1963
 OR0698_MARK LOGO: CGS
 OR0698_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0698+STABILITY: SURFACE MOTION
 OR0698
 OR0698  HISTORY     - Date     Condition        Report By
 OR0698  HISTORY     - 1963     MONUMENTED       CGS
 OR0698
 OR0698                          STATION DESCRIPTION
 OR0698
 OR0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0698'9 MI W FROM PLATTE.
 OR0698'ABOUT 9.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION WITH
 OR0698'MAIN STREET IN PLATTE, CHARLES MIX COUNTY, IN THE NORTHWEST ANGLE
 OR0698'OF CROSSROADS, ABOUT 114 FEET NORTH OF THE CENTERLINE OF THE
 OR0698'HIGHWAY, 34 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 OR0698'1 FOOT WEST OF A FENCE, 1 FOOT SOUTH OF A WOODEN WITNESS POST, AND
 OR0698'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 OR0698'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0474 ***********************************************************************
 OR0474  DESIGNATION -  U 302
 OR0474  PID         -  OR0474
 OR0474  STATE/COUNTY-  SD/LYMAN
 OR0474  COUNTRY     -  US
 OR0474  USGS QUAD   -  IONA (2017)
 OR0474
 OR0474                         *CURRENT SURVEY CONTROL
 OR0474  ______________________________________________________________________
 OR0474* NAD 83(1986) POSITION- 43 33 02.     (N) 099 25 29.     (W)   SCALED
 OR0474* NAVD 88 ORTHO HEIGHT -   540.449 (meters)     1773.12  (feet) ADJUSTED
 OR0474  ______________________________________________________________________
 OR0474  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 OR0474  DYNAMIC HEIGHT  -        540.275 (meters)     1772.55  (feet) COMP
 OR0474  MODELED GRAVITY -    980,281.5   (mgal)                       NAVD 88
 OR0474
 OR0474  VERT ORDER      -  SECOND    CLASS 0
 OR0474
 OR0474.The horizontal coordinates were scaled from a map and have
 OR0474.an estimated accuracy of +/- 6 seconds.
 OR0474
 OR0474.The orthometric height was determined by differential leveling and
 OR0474.adjusted by the NATIONAL GEODETIC SURVEY
 OR0474.in June 1991.
 OR0474
 OR0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0474.GEOID18 height accuracy estimate available here.
 OR0474
 OR0474.Click photographs - Photos may exist for this station.
 OR0474
 OR0474.The dynamic height is computed by dividing the NAVD 88
 OR0474.geopotential number by the normal gravity value computed on the
 OR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0474.degrees latitude (g = 980.6199 gals.).
 OR0474
 OR0474.The modeled gravity was interpolated from observed gravity values.
 OR0474
 OR0474;                    North         East    Units  Estimated Accuracy
 OR0474;SPC SD S     -   135,620.      673,420.      MT  (+/- 180 meters Scaled)
 OR0474
 OR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP656220(NAD 83)
 OR0474
 OR0474                          SUPERSEDED SURVEY CONTROL
 OR0474
 OR0474  NGVD 29 (??/??/92)  540.125  (m)         1772.06   (f) ADJ UNCH    2 0
 OR0474
 OR0474.Superseded values are not recommended for survey control.
 OR0474
 OR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0474.See file dsdata.pdf to determine how the superseded data were derived.
 OR0474
 OR0474_MARKER: DB = BENCH MARK DISK
 OR0474_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0474_SP_SET: CULVERT HEADWALL
 OR0474_STAMPING: U 302 1945
 OR0474_MARK LOGO: CGS
 OR0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0474+STABILITY: SURFACE MOTION
 OR0474
 OR0474  HISTORY     - Date     Condition        Report By
 OR0474  HISTORY     - 1945     MONUMENTED       CGS
 OR0474
 OR0474                          STATION DESCRIPTION
 OR0474
 OR0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0474'0.5 MI N FROM IONA.
 OR0474'0.5 MILE NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0474'IONA, LYMAN COUNTY, 30 FEET NORTH OF A FARMHOUSE DRIVEWAY, AND
 OR0474'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 5- BY
 OR0474'10-FOOT CONCRETE CULVERT.  A STANDARD DISK, STAMPED U 302 1945.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0139 ***********************************************************************
 PT0139  DESIGNATION -  U 303
 PT0139  PID         -  PT0139
 PT0139  STATE/COUNTY-  SD/HUGHES
 PT0139  COUNTRY     -  US
 PT0139  USGS QUAD   -  PIERRE NE (2017)
 PT0139
 PT0139                         *CURRENT SURVEY CONTROL
 PT0139  ______________________________________________________________________
 PT0139* NAD 83(1986) POSITION- 44 22 42.     (N) 100 17 27.     (W)   SCALED
 PT0139* NAVD 88 ORTHO HEIGHT -   524.324 (meters)     1720.22  (feet) ADJUSTED
 PT0139  ______________________________________________________________________
 PT0139  GEOID HEIGHT    -        -23.436 (meters)                     GEOID18
 PT0139  DYNAMIC HEIGHT  -        524.221 (meters)     1719.88  (feet) COMP
 PT0139  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 PT0139
 PT0139  VERT ORDER      -  FIRST     CLASS II
 PT0139
 PT0139.This mark is at Pierre Airport (PIR)
 PT0139
 PT0139.The horizontal coordinates were scaled from a map and have
 PT0139.an estimated accuracy of +/- 6 seconds.
 PT0139
 PT0139.The orthometric height was determined by differential leveling and
 PT0139.adjusted by the NATIONAL GEODETIC SURVEY
 PT0139.in October 1997.
 PT0139
 PT0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0139.GEOID18 height accuracy estimate available here.
 PT0139
 PT0139.Click photographs - Photos may exist for this station.
 PT0139
 PT0139.The dynamic height is computed by dividing the NAVD 88
 PT0139.geopotential number by the normal gravity value computed on the
 PT0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0139.degrees latitude (g = 980.6199 gals.).
 PT0139
 PT0139.The modeled gravity was interpolated from observed gravity values.
 PT0139
 PT0139;                    North         East    Units  Estimated Accuracy
 PT0139;SPC SD S     -   227,190.      603,390.      MT  (+/- 180 meters Scaled)
 PT0139
 PT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ971147(NAD 83)
 PT0139
 PT0139                          SUPERSEDED SURVEY CONTROL
 PT0139
 PT0139  NAVD 88 (06/15/91)  524.132  (m)         1719.59   (f) SUPERSEDED  1 2
 PT0139  NGVD 29 (??/??/92)  523.756  (m)         1718.36   (f) ADJ UNCH    1 2
 PT0139
 PT0139.Superseded values are not recommended for survey control.
 PT0139
 PT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0139.See file dsdata.pdf to determine how the superseded data were derived.
 PT0139
 PT0139_MARKER: DB = BENCH MARK DISK
 PT0139_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PT0139+WITH SETTING: PAVEMENT
 PT0139_SP_SET: APRON
 PT0139_STAMPING: U 303 1945
 PT0139_MARK LOGO: CGS
 PT0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0139+STABILITY: SURFACE MOTION
 PT0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0139+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1994
 PT0139
 PT0139  HISTORY     - Date     Condition        Report By
 PT0139  HISTORY     - 1945     MONUMENTED       CGS
 PT0139  HISTORY     - 1967     GOOD             USGS
 PT0139  HISTORY     - 1977     GOOD             NGS
 PT0139  HISTORY     - 19860930 GOOD             NGS
 PT0139  HISTORY     - 19941202 GOOD             NGS
 PT0139  HISTORY     - 20120516 MARK NOT FOUND   INDIV
 PT0139
 PT0139                          STATION DESCRIPTION
 PT0139
 PT0139'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PT0139'3.7 MI NE FROM PIERRE.
 PT0139'PIERRE, 3.7 MILES NORTHEAST OF COURTHOUSE, AT THE PIERRE
 PT0139'MUNICIPAL AIRPORT, IN THE NE/4 OF SECTION 35, T. 111 N., R. 79
 PT0139'W., AT THE SOUTHWEST CORNER OF THE CONCRETE APPROACH TO THE
 PT0139'MAIN HANGAR, 22 FT. NORTHWEST OF THE SOUTHEAST CORNER OF THE
 PT0139'HANGAR, 1.5 FT NORTHEAST OF THE BUILDING, AND IN THE CONCRETE, A
 PT0139'STANDARD DISK, STAMPED J 303 1945.
 PT0139
 PT0139                          STATION RECOVERY (1977)
 PT0139
 PT0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PT0139'RECOVERED IN GOOD CONDITION.
 PT0139
 PT0139                          STATION RECOVERY (1986)
 PT0139
 PT0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0139'AT THE NORTHEAST SIDE OF PIERRE, AT THE PIERRE MUNICIPAL AIRPORT,
 PT0139'IN THE SOUTHWEST CORNER OF THE CONCRETE APPROACH TO THE MAIN HANGAR,
 PT0139'6.71 M (22.0 FT) NORTHWEST FROM THE SOUTHEAST CORNER OF THE HANGAR,
 PT0139'0.46 M (1.5 FT) NORTHEAST OF THE BUILDING, AND FLUSH WITH THE
 PT0139'CONCRETE SURFACE.
 PT0139
 PT0139                          STATION RECOVERY (1994)
 PT0139
 PT0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PT0139'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0139'IN PIERRE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG GARFIELD AVENUE
 PT0139'(U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE), THENCE 2.0 KM (1.25 MI)
 PT0139'EASTERLY ALONG AIRPORT ROAD, IN A CONCRETE APRON AT THE MAIN HANGAR,
 PT0139'72.0 M (236.2 FT) NORTHEAST OF THE ROAD CENTER, 18.2 M (59.7 FT)
 PT0139'SOUTHEAST OF THE CENTER OF THE HANGAR DOORS, 6.3 M (20.7 FT) NORTHWEST
 PT0139'OF THE SOUTHEAST CORNER OF THE HANGAR, 0.9 M (3.0 FT) NORTHEAST OF THE
 PT0139'SOUTHEAST END OF THE SOUTHEAST HANGAR DOOR, AND 0.2 M (0.7 FT)
 PT0139'NORTHEAST OF THE NORTHEAST FACE OF THE HANGAR.
 PT0139
 PT0139                          STATION RECOVERY (2012)
 PT0139
 PT0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0167 ***********************************************************************
 QS0167  DESIGNATION -  U 304
 QS0167  PID         -  QS0167
 QS0167  STATE/COUNTY-  SD/DEWEY
 QS0167  COUNTRY     -  US
 QS0167  USGS QUAD   -  MOREAU SE (2017)
 QS0167
 QS0167                         *CURRENT SURVEY CONTROL
 QS0167  ______________________________________________________________________
 QS0167* NAD 83(1986) POSITION- 45 17 00.     (N) 100 19 52.     (W)   SCALED
 QS0167* NAVD 88 ORTHO HEIGHT -   560.475 (meters)     1838.83  (feet) ADJUSTED
 QS0167  ______________________________________________________________________
 QS0167  GEOID HEIGHT    -        -22.080 (meters)                     GEOID18
 QS0167  DYNAMIC HEIGHT  -        560.411 (meters)     1838.62  (feet) COMP
 QS0167  MODELED GRAVITY -    980,483.5   (mgal)                       NAVD 88
 QS0167
 QS0167  VERT ORDER      -  SECOND    CLASS 0
 QS0167
 QS0167.The horizontal coordinates were scaled from a map and have
 QS0167.an estimated accuracy of +/- 6 seconds.
 QS0167
 QS0167.The orthometric height was determined by differential leveling and
 QS0167.adjusted by the NATIONAL GEODETIC SURVEY
 QS0167.in June 1991.
 QS0167
 QS0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0167.GEOID18 height accuracy estimate available here.
 QS0167
 QS0167.Click photographs - Photos may exist for this station.
 QS0167
 QS0167.The dynamic height is computed by dividing the NAVD 88
 QS0167.geopotential number by the normal gravity value computed on the
 QS0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0167.degrees latitude (g = 980.6199 gals.).
 QS0167
 QS0167.The modeled gravity was interpolated from observed gravity values.
 QS0167
 QS0167;                    North         East    Units  Estimated Accuracy
 QS0167;SPC SD N     -   161,180.      574,020.      MT  (+/- 180 meters Scaled)
 QS0167
 QS0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR956152(NAD 83)
 QS0167
 QS0167                          SUPERSEDED SURVEY CONTROL
 QS0167
 QS0167  NGVD 29 (??/??/92)  560.109  (m)         1837.62   (f) ADJ UNCH    2 0
 QS0167
 QS0167.Superseded values are not recommended for survey control.
 QS0167
 QS0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0167.See file dsdata.pdf to determine how the superseded data were derived.
 QS0167
 QS0167_MARKER: DB = BENCH MARK DISK
 QS0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0167_STAMPING: U 304 1945
 QS0167_MARK LOGO: CGS
 QS0167_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0167+STABILITY: SURFACE MOTION
 QS0167
 QS0167  HISTORY     - Date     Condition        Report By
 QS0167  HISTORY     - 1945     MONUMENTED       CGS
 QS0167
 QS0167                          STATION DESCRIPTION
 QS0167
 QS0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0167'23.5 MI NW FROM CHEYENNE AGENCY.
 QS0167'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0167'WESTERLY 23.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0167'MARK IS 129.0 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING
 QS0167'WEST, 53.5 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN CENTERLINE
 QS0167'OF ROAD, 14.2 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH
 QS0167'ROW OF POLES WEST OF ROAD, 1.0 FOOT SOUTH OF A 4 X 4 MARKER
 QS0167'POST.  AN IRON DISK STAMPED U 304 1945 IS SET IN TOP OF A CONCRETE
 QS0167'POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0293 ***********************************************************************
 QS0293  DESIGNATION -  U 305
 QS0293  PID         -  QS0293
 QS0293  STATE/COUNTY-  SD/DEWEY
 QS0293  COUNTRY     -  US
 QS0293  USGS QUAD   -  PROMISE (2017)
 QS0293
 QS0293                         *CURRENT SURVEY CONTROL
 QS0293  ______________________________________________________________________
 QS0293* NAD 83(1986) POSITION- 45 22 20.     (N) 100 31 42.     (W)   SCALED
 QS0293* NAVD 88 ORTHO HEIGHT -   485.090 (meters)     1591.50  (feet) ADJUSTED
 QS0293  ______________________________________________________________________
 QS0293  GEOID HEIGHT    -        -21.810 (meters)                     GEOID18
 QS0293  DYNAMIC HEIGHT  -        485.040 (meters)     1591.34  (feet) COMP
 QS0293  MODELED GRAVITY -    980,496.8   (mgal)                       NAVD 88
 QS0293
 QS0293  VERT ORDER      -  SECOND    CLASS 0
 QS0293
 QS0293.The horizontal coordinates were scaled from a map and have
 QS0293.an estimated accuracy of +/- 6 seconds.
 QS0293
 QS0293.The orthometric height was determined by differential leveling and
 QS0293.adjusted by the NATIONAL GEODETIC SURVEY
 QS0293.in June 1991.
 QS0293
 QS0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0293.GEOID18 height accuracy estimate available here.
 QS0293
 QS0293.Click photographs - Photos may exist for this station.
 QS0293
 QS0293.The dynamic height is computed by dividing the NAVD 88
 QS0293.geopotential number by the normal gravity value computed on the
 QS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0293.degrees latitude (g = 980.6199 gals.).
 QS0293
 QS0293.The modeled gravity was interpolated from observed gravity values.
 QS0293
 QS0293;                    North         East    Units  Estimated Accuracy
 QS0293;SPC SD N     -   171,140.      558,620.      MT  (+/- 180 meters Scaled)
 QS0293
 QS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR803254(NAD 83)
 QS0293
 QS0293                          SUPERSEDED SURVEY CONTROL
 QS0293
 QS0293  NGVD 29 (??/??/92)  484.719  (m)         1590.28   (f) ADJ UNCH    2 0
 QS0293
 QS0293.Superseded values are not recommended for survey control.
 QS0293
 QS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0293.See file dsdata.pdf to determine how the superseded data were derived.
 QS0293
 QS0293_MARKER: DB = BENCH MARK DISK
 QS0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0293_STAMPING: U 305 1945
 QS0293_MARK LOGO: CGS
 QS0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0293+STABILITY: SURFACE MOTION
 QS0293
 QS0293  HISTORY     - Date     Condition        Report By
 QS0293  HISTORY     - 1945     MONUMENTED       CGS
 QS0293
 QS0293                          STATION DESCRIPTION
 QS0293
 QS0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0293'6.5 MI NE FROM PROMISE.
 QS0293'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0293'RAILROAD STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A DIRT
 QS0293'ROAD, THENCE EASTERLY 4.6 MILES ALONG A GRAVELED ROAD TO SITE OF
 QS0293'MARK, BENCH MARK IS 141.5 FEET EAST OF THE SOUTH END OF A THREE
 QS0293'FOOT CORRUGATED IRON CULVERT, 37.6 FEET SOUTH OF AND ABOUT 1.0
 QS0293'FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF
 QS0293'A TELEPHONE POLE, 1.5 FEET NORTH OF A FENCE AND 1.5 FEET WEST
 QS0293'OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED U 305 1945 SET
 QS0293'IN THE TOP OF A CONCRETE  POST WHICH PROJECTS 5 INCHES ABOVE
 QS0293'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0003 ***********************************************************************
 QS0003  DESIGNATION -  U 306
 QS0003  PID         -  QS0003
 QS0003  STATE/COUNTY-  SD/CORSON
 QS0003  COUNTRY     -  US
 QS0003  USGS QUAD   -  POLLOCK NW (2017)
 QS0003
 QS0003                         *CURRENT SURVEY CONTROL
 QS0003  ______________________________________________________________________
 QS0003* NAD 83(1986) POSITION- 45 53 21.     (N) 100 28 07.     (W)   SCALED
 QS0003* NAVD 88 ORTHO HEIGHT -   493.117 (meters)     1617.83  (feet) ADJUSTED
 QS0003  ______________________________________________________________________
 QS0003  GEOID HEIGHT    -        -21.668 (meters)                     GEOID18
 QS0003  DYNAMIC HEIGHT  -        493.090 (meters)     1617.75  (feet) COMP
 QS0003  MODELED GRAVITY -    980,544.4   (mgal)                       NAVD 88
 QS0003
 QS0003  VERT ORDER      -  FIRST     CLASS II
 QS0003
 QS0003.The horizontal coordinates were scaled from a map and have
 QS0003.an estimated accuracy of +/- 6 seconds.
 QS0003
 QS0003.The orthometric height was determined by differential leveling and
 QS0003.adjusted by the NATIONAL GEODETIC SURVEY
 QS0003.in June 1991.
 QS0003
 QS0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0003.GEOID18 height accuracy estimate available here.
 QS0003
 QS0003.Click photographs - Photos may exist for this station.
 QS0003
 QS0003.The dynamic height is computed by dividing the NAVD 88
 QS0003.geopotential number by the normal gravity value computed on the
 QS0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0003.degrees latitude (g = 980.6199 gals.).
 QS0003
 QS0003.The modeled gravity was interpolated from observed gravity values.
 QS0003
 QS0003;                    North         East    Units  Estimated Accuracy
 QS0003;SPC SD N     -   228,570.      563,630.      MT  (+/- 180 meters Scaled)
 QS0003
 QS0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR860827(NAD 83)
 QS0003
 QS0003                          SUPERSEDED SURVEY CONTROL
 QS0003
 QS0003  NGVD 29 (??/??/92)  492.735  (m)         1616.58   (f) ADJ UNCH    1 2
 QS0003
 QS0003.Superseded values are not recommended for survey control.
 QS0003
 QS0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0003.See file dsdata.pdf to determine how the superseded data were derived.
 QS0003
 QS0003_MARKER: DB = BENCH MARK DISK
 QS0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0003_STAMPING: U 306 1945
 QS0003_MARK LOGO: CGS
 QS0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0003+STABILITY: SURFACE MOTION
 QS0003
 QS0003  HISTORY     - Date     Condition        Report By
 QS0003  HISTORY     - 1945     MONUMENTED       CGS
 QS0003  HISTORY     - 1949     GOOD             CGS
 QS0003
 QS0003                          STATION DESCRIPTION
 QS0003
 QS0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0003'2.2 MI S FROM KENEL.
 QS0003'2.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0003'SCHOOL AT KENEL, SOUTH DAKOTA, TO SITE OF THE MARK.  27.0 FEET
 QS0003'EAST OF THE CENTER LINE OF THE ROAD, 5.6 FEET EAST OF A TELEPHONE
 QS0003'POLE, IRON DISK SET IN TOP OF A CONCRETE MONUMENT NEAR A 4 X 4
 QS0003'INCH WHITE WOODEN WITNESS POST STAMPED U 306 1945.  NOTE-- 1964
 QS0003'REPORT-- THE TOWN OF KENEL HAS BEEN MOVED 5.0 MILE SOUTH ALONG A
 QS0003'GRAVEL ROAD FROM ITS ORIGINAL SITE.  THE FOUNDATIONS OF ITS OLD
 QS0003'BUILDINGS STILL REMAIN.
 QS0003
 QS0003                          STATION RECOVERY (1949)
 QS0003
 QS0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 QS0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0364 ***********************************************************************
 QS0364  DESIGNATION -  U 307
 QS0364  PID         -  QS0364
 QS0364  STATE/COUNTY-  SD/CORSON
 QS0364  COUNTRY     -  US
 QS0364  USGS QUAD   -  MAPLE LEAF (2017)
 QS0364
 QS0364                         *CURRENT SURVEY CONTROL
 QS0364  ______________________________________________________________________
 QS0364* NAD 83(1986) POSITION- 45 54 03.     (N) 100 52 42.     (W)   SCALED
 QS0364* NAVD 88 ORTHO HEIGHT -   630.856 (meters)     2069.73  (feet) ADJUSTED
 QS0364  ______________________________________________________________________
 QS0364  GEOID HEIGHT    -        -21.057 (meters)                     GEOID18
 QS0364  DYNAMIC HEIGHT  -        630.802 (meters)     2069.56  (feet) COMP
 QS0364  MODELED GRAVITY -    980,509.7   (mgal)                       NAVD 88
 QS0364
 QS0364  VERT ORDER      -  SECOND    CLASS 0
 QS0364
 QS0364.The horizontal coordinates were scaled from a map and have
 QS0364.an estimated accuracy of +/- 6 seconds.
 QS0364
 QS0364.The orthometric height was determined by differential leveling and
 QS0364.adjusted by the NATIONAL GEODETIC SURVEY
 QS0364.in June 1991.
 QS0364
 QS0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0364.GEOID18 height accuracy estimate available here.
 QS0364
 QS0364.Click photographs - Photos may exist for this station.
 QS0364
 QS0364.The dynamic height is computed by dividing the NAVD 88
 QS0364.geopotential number by the normal gravity value computed on the
 QS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0364.degrees latitude (g = 980.6199 gals.).
 QS0364
 QS0364.The modeled gravity was interpolated from observed gravity values.
 QS0364
 QS0364;                    North         East    Units  Estimated Accuracy
 QS0364;SPC SD N     -   230,130.      531,840.      MT  (+/- 180 meters Scaled)
 QS0364
 QS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR542847(NAD 83)
 QS0364
 QS0364                          SUPERSEDED SURVEY CONTROL
 QS0364
 QS0364  NGVD 29 (??/??/92)  630.430  (m)         2068.34   (f) ADJ UNCH    2 0
 QS0364
 QS0364.Superseded values are not recommended for survey control.
 QS0364
 QS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0364.See file dsdata.pdf to determine how the superseded data were derived.
 QS0364
 QS0364_MARKER: DB = BENCH MARK DISK
 QS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0364_STAMPING: U 307 1945
 QS0364_MARK LOGO: CGS
 QS0364_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0364+STABILITY: SURFACE MOTION
 QS0364
 QS0364  HISTORY     - Date     Condition        Report By
 QS0364  HISTORY     - 1945     MONUMENTED       CGS
 QS0364
 QS0364                          STATION DESCRIPTION
 QS0364
 QS0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0364'1.9 MI S FROM MAPLE LEAF.
 QS0364'1.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0364'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON COUNTY, 10 FEET
 QS0364'SOUTH OF THE EIGHTH POLE NORTH OF MILEPOST 7, 30.4 FEET WEST OF
 QS0364'THE CETER LINE OF THE TRACK, 11.0 FEET SOUTH OF THE LINE OF AN
 QS0364'EAST-AND-WEST FENCE, 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1
 QS0364'FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER
 QS0364'THAN THE TRACKS.  A STANDARD DISK, STAMPED U 307 1945 AND SET IN
 QS0364'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0177 ***********************************************************************
 PT0177  DESIGNATION -  U 308
 PT0177  PID         -  PT0177
 PT0177  STATE/COUNTY-  SD/HUGHES
 PT0177  COUNTRY     -  US
 PT0177  USGS QUAD   -  PIERRE NE (2017)
 PT0177
 PT0177                         *CURRENT SURVEY CONTROL
 PT0177  ______________________________________________________________________
 PT0177* NAD 83(1986) POSITION- 44 23 45.     (N) 100 20 39.     (W)   SCALED
 PT0177* NAVD 88 ORTHO HEIGHT -   531.142 (meters)     1742.59  (feet) ADJUSTED
 PT0177  ______________________________________________________________________
 PT0177  GEOID HEIGHT    -        -23.354 (meters)                     GEOID18
 PT0177  DYNAMIC HEIGHT  -        531.039 (meters)     1742.25  (feet) COMP
 PT0177  MODELED GRAVITY -    980,406.9   (mgal)                       NAVD 88
 PT0177
 PT0177  VERT ORDER      -  FIRST     CLASS II
 PT0177
 PT0177.The horizontal coordinates were scaled from a map and have
 PT0177.an estimated accuracy of +/- 6 seconds.
 PT0177
 PT0177.The orthometric height was determined by differential leveling and
 PT0177.adjusted by the NATIONAL GEODETIC SURVEY
 PT0177.in June 1991.
 PT0177
 PT0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0177.GEOID18 height accuracy estimate available here.
 PT0177
 PT0177.Click photographs - Photos may exist for this station.
 PT0177
 PT0177.The dynamic height is computed by dividing the NAVD 88
 PT0177.geopotential number by the normal gravity value computed on the
 PT0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0177.degrees latitude (g = 980.6199 gals.).
 PT0177
 PT0177.The modeled gravity was interpolated from observed gravity values.
 PT0177
 PT0177;                    North         East    Units  Estimated Accuracy
 PT0177;SPC SD S     -   229,140.      599,140.      MT  (+/- 180 meters Scaled)
 PT0177
 PT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ929167(NAD 83)
 PT0177
 PT0177                          SUPERSEDED SURVEY CONTROL
 PT0177
 PT0177  NGVD 29 (??/??/92)  530.762  (m)         1741.34   (f) ADJ UNCH    1 2
 PT0177
 PT0177.Superseded values are not recommended for survey control.
 PT0177
 PT0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0177.See file dsdata.pdf to determine how the superseded data were derived.
 PT0177
 PT0177_MARKER: DB = BENCH MARK DISK
 PT0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0177_STAMPING: U 308 1946
 PT0177_MARK LOGO: CGS
 PT0177_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0177+STABILITY: SURFACE MOTION
 PT0177
 PT0177  HISTORY     - Date     Condition        Report By
 PT0177  HISTORY     - 1946     MONUMENTED       CGS
 PT0177  HISTORY     - 1949     GOOD             CGS
 PT0177  HISTORY     - 1967     MARK NOT FOUND   USGS
 PT0177
 PT0177                          STATION DESCRIPTION
 PT0177
 PT0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0177'2.2 MI NE FROM PIERRE.
 PT0177'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0177'AT PIERRE, THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD, NEAR
 PT0177'THE CREST OF A HILL, 58 FEET EAST OF THE CENTER LINE OF THE
 PT0177'GRAVELED ROAD, 8.0 FEET SOUTHEAST OF A TELEPHONE POLE, 7.6 FEET
 PT0177'NORTHEAST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET
 PT0177'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 PT0177'THE GROUND.  NOTE-- ROAD HAS BEEN GRADED RECENTLY.
 PT0177
 PT0177                          STATION RECOVERY (1967)
 PT0177
 PT0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PT0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0042 ***********************************************************************
 PT0042  DESIGNATION -  U 309
 PT0042  PID         -  PT0042
 PT0042  STATE/COUNTY-  SD/HUGHES
 PT0042  COUNTRY     -  US
 PT0042  USGS QUAD   -  OKOBOJO SW (2017)
 PT0042
 PT0042                         *CURRENT SURVEY CONTROL
 PT0042  ______________________________________________________________________
 PT0042* NAD 83(1986) POSITION- 44 31 59.     (N) 100 27 05.     (W)   SCALED
 PT0042* NAVD 88 ORTHO HEIGHT -   504.539 (meters)     1655.31  (feet) ADJUSTED
 PT0042  ______________________________________________________________________
 PT0042  GEOID HEIGHT    -        -22.952 (meters)                     GEOID18
 PT0042  DYNAMIC HEIGHT  -        504.443 (meters)     1654.99  (feet) COMP
 PT0042  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 PT0042
 PT0042  VERT ORDER      -  SECOND    CLASS 0
 PT0042
 PT0042.The horizontal coordinates were scaled from a map and have
 PT0042.an estimated accuracy of +/- 6 seconds.
 PT0042
 PT0042.The orthometric height was determined by differential leveling and
 PT0042.adjusted by the NATIONAL GEODETIC SURVEY
 PT0042.in June 1991.
 PT0042
 PT0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0042.GEOID18 height accuracy estimate available here.
 PT0042
 PT0042.Click photographs - Photos may exist for this station.
 PT0042
 PT0042.The dynamic height is computed by dividing the NAVD 88
 PT0042.geopotential number by the normal gravity value computed on the
 PT0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0042.degrees latitude (g = 980.6199 gals.).
 PT0042
 PT0042.The modeled gravity was interpolated from observed gravity values.
 PT0042
 PT0042;                    North         East    Units  Estimated Accuracy
 PT0042;SPC SD S     -   244,390.      590,620.      MT  (+/- 180 meters Scaled)
 PT0042
 PT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ846321(NAD 83)
 PT0042
 PT0042                          SUPERSEDED SURVEY CONTROL
 PT0042
 PT0042  NGVD 29 (??/??/92)  504.158  (m)         1654.06   (f) ADJ UNCH    2 0
 PT0042
 PT0042.Superseded values are not recommended for survey control.
 PT0042
 PT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0042.See file dsdata.pdf to determine how the superseded data were derived.
 PT0042
 PT0042_MARKER: DB = BENCH MARK DISK
 PT0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0042_STAMPING: U 309 1946
 PT0042_MARK LOGO: CGS
 PT0042_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0042+STABILITY: SURFACE MOTION
 PT0042
 PT0042  HISTORY     - Date     Condition        Report By
 PT0042  HISTORY     - 1946     MONUMENTED       CGS
 PT0042  HISTORY     - 1971     GOOD             NGS
 PT0042
 PT0042                          STATION DESCRIPTION
 PT0042
 PT0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0042'18.6 MI NW FROM PIERRE.
 PT0042'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION WITH
 PT0042'U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A GRAVELED CROSSROAD
 PT0042'AND A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 12.6
 PT0042'MILES TO WHERE THE NEW ROAD BEARS SLIGHTLY TO THE RIGHT, 0.3
 PT0042'MILE NORTH-NORTHEAST OF CONCRETE BRIDGE, 0.3 MILE NORTH OF
 PT0042'STEEL BRIDGE ON OLD ROAD, 255 FEET SOUTH OF CENTER OF ROAD
 PT0042'JUNCTION TO IRON BRIDGE, 99 FEET EAST OF CENTER OF NEW ROAD,
 PT0042'38 FEET WEST OF CENTER OF OLD ROAD, 26 FEET NORTH OF A POWER
 PT0042'POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, SET IN A SQUARE
 PT0042'CONCRETE POST WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0246 ***********************************************************************
 QT0246  DESIGNATION -  U 31
 QT0246  PID         -  QT0246
 QT0246  STATE/COUNTY-  SD/HARDING
 QT0246  COUNTRY     -  US
 QT0246  USGS QUAD   -  SHEEP PEN DRAW SE (2017)
 QT0246
 QT0246                         *CURRENT SURVEY CONTROL
 QT0246  ______________________________________________________________________
 QT0246* NAD 83(1986) POSITION- 45 32 41.     (N) 103 19 09.     (W)   SCALED
 QT0246* NAVD 88 ORTHO HEIGHT -   888.788 (meters)     2915.97  (feet) ADJUSTED
 QT0246  ______________________________________________________________________
 QT0246  GEOID HEIGHT    -        -16.229 (meters)                     GEOID18
 QT0246  DYNAMIC HEIGHT  -        888.646 (meters)     2915.50  (feet) COMP
 QT0246  MODELED GRAVITY -    980,425.9   (mgal)                       NAVD 88
 QT0246
 QT0246  VERT ORDER      -  FIRST     CLASS II
 QT0246
 QT0246.The horizontal coordinates were scaled from a map and have
 QT0246.an estimated accuracy of +/- 6 seconds.
 QT0246
 QT0246.The orthometric height was determined by differential leveling and
 QT0246.adjusted by the NATIONAL GEODETIC SURVEY
 QT0246.in June 1991.
 QT0246
 QT0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0246.GEOID18 height accuracy estimate available here.
 QT0246
 QT0246.Click photographs - Photos may exist for this station.
 QT0246
 QT0246.The dynamic height is computed by dividing the NAVD 88
 QT0246.geopotential number by the normal gravity value computed on the
 QT0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0246.degrees latitude (g = 980.6199 gals.).
 QT0246
 QT0246.The modeled gravity was interpolated from observed gravity values.
 QT0246
 QT0246;                    North         East    Units  Estimated Accuracy
 QT0246;SPC SD N     -   195,490.      340,870.      MT  (+/- 180 meters Scaled)
 QT0246
 QT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL312448(NAD 83)
 QT0246
 QT0246                          SUPERSEDED SURVEY CONTROL
 QT0246
 QT0246  NGVD 29 (??/??/92)  888.311  (m)         2914.40   (f) ADJ UNCH    1 2
 QT0246
 QT0246.Superseded values are not recommended for survey control.
 QT0246
 QT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0246.See file dsdata.pdf to determine how the superseded data were derived.
 QT0246
 QT0246_MARKER: DB = BENCH MARK DISK
 QT0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0246_STAMPING: U 31 1934
 QT0246_MARK LOGO: CGS
 QT0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0246+STABILITY: SURFACE MOTION
 QT0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0246+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0246
 QT0246  HISTORY     - Date     Condition        Report By
 QT0246  HISTORY     - 1934     MONUMENTED       CGS
 QT0246  HISTORY     - 1953     GOOD             LOCSUR
 QT0246  HISTORY     - 19990527 GOOD             NGS
 QT0246
 QT0246                          STATION DESCRIPTION
 QT0246
 QT0246'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 QT0246'12.5 MI E FROM BUFFALO.
 QT0246'12.5 MILES EAST ALONG HIGHWAY 73 FROM BUFFALO, 0.4 MILE EAST
 QT0246'OF ENTRANCE TO SOUTH DAKOTA UNIVERSITY EXPERIMENTAL FARM TO A
 QT0246'GATE AND TRAIL EAST, 26 YARDS WEST ALONG EXTENDED CENTERLINE
 QT0246'OF OLD HIGHWAY BED AND ABOUT 25 FEET WEST OF A FENCE LINE.
 QT0246
 QT0246                          STATION RECOVERY (1999)
 QT0246
 QT0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0246'19.0 KM (11.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QT0246'OFFICE IN REVA, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG AN ABANDONED
 QT0246'ROAD BED, 53.7 M (176.2 FT) SOUTHEAST OF THE THIRD UTILITY POLE SOUTH
 QT0246'OF THE HIGHWAY, 39.6 M (129.9 FT) NORTHWEST OF A FENCE CORNER, 22.9 M
 QT0246'(75.1 FT) WEST OF THE CENTER OF THE ABANDONED ROAD BED LEADING SOUTH,
 QT0246'11.4 M (37.4 FT) WEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT)
 QT0246'ABOVE THE LEVEL OF THE ROAD BED, ON THE EXTENDED CENTER OF AN
 QT0246'ABANDONED ROAD BED LEADING EAST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QT0246'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 QT0246'BY JAMES DOOLITTLE, PRAIRIE HILLS RANCHETTES NUMBER 2, BELLE FOURCHE,
 QT0246'SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0371 ***********************************************************************
 PT0371  DESIGNATION -  U 310
 PT0371  PID         -  PT0371
 PT0371  STATE/COUNTY-  SD/SULLY
 PT0371  COUNTRY     -  US
 PT0371  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT0371
 PT0371                         *CURRENT SURVEY CONTROL
 PT0371  ______________________________________________________________________
 PT0371* NAD 83(1986) POSITION- 44 43 14.     (N) 100 34 07.     (W)   SCALED
 PT0371* NAVD 88 ORTHO HEIGHT -   560.375 (meters)     1838.50  (feet) ADJUSTED
 PT0371  ______________________________________________________________________
 PT0371  GEOID HEIGHT    -        -22.473 (meters)                     GEOID18
 PT0371  DYNAMIC HEIGHT  -        560.279 (meters)     1838.18  (feet) COMP
 PT0371  MODELED GRAVITY -    980,428.8   (mgal)                       NAVD 88
 PT0371
 PT0371  VERT ORDER      -  SECOND    CLASS 0
 PT0371
 PT0371.The horizontal coordinates were scaled from a map and have
 PT0371.an estimated accuracy of +/- 6 seconds.
 PT0371
 PT0371.The orthometric height was determined by differential leveling and
 PT0371.adjusted by the NATIONAL GEODETIC SURVEY
 PT0371.in June 1991.
 PT0371
 PT0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0371.GEOID18 height accuracy estimate available here.
 PT0371
 PT0371.Click photographs - Photos may exist for this station.
 PT0371
 PT0371.The dynamic height is computed by dividing the NAVD 88
 PT0371.geopotential number by the normal gravity value computed on the
 PT0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0371.degrees latitude (g = 980.6199 gals.).
 PT0371
 PT0371.The modeled gravity was interpolated from observed gravity values.
 PT0371
 PT0371;                    North         East    Units  Estimated Accuracy
 PT0371;SPC SD N     -    98,750.      554,950.      MT  (+/- 180 meters Scaled)
 PT0371
 PT0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ757531(NAD 83)
 PT0371
 PT0371                          SUPERSEDED SURVEY CONTROL
 PT0371
 PT0371  NGVD 29 (??/??/92)  559.992  (m)         1837.24   (f) ADJ UNCH    2 0
 PT0371
 PT0371.Superseded values are not recommended for survey control.
 PT0371
 PT0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0371.See file dsdata.pdf to determine how the superseded data were derived.
 PT0371
 PT0371_MARKER: DB = BENCH MARK DISK
 PT0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0371_STAMPING: U 310 1946
 PT0371_MARK LOGO: CGS
 PT0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0371+STABILITY: SURFACE MOTION
 PT0371
 PT0371  HISTORY     - Date     Condition        Report By
 PT0371  HISTORY     - 1946     MONUMENTED       CGS
 PT0371  HISTORY     - 1984     GOOD             NGS
 PT0371
 PT0371                          STATION DESCRIPTION
 PT0371
 PT0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0371'36.4 MI NW FROM PIERRE.
 PT0371'ALONG A COUNTY ROAD LEADING TO THE DEPARTMENT OF AGRICULTURE,
 PT0371'SOIL CONSERVATION OFFICE AND CAMP, 36.4 MILES NORTHWEST OF THE
 PT0371'POST OFFICE IN PIERRE, 4.2 MILES WEST THENCE 0.5 MILE NORTH
 PT0371'THENCE 1.8 MILES WEST THENCE 1.0 MILE NORTH OF GRANDVIEW SCHOOL,
 PT0371'NEAR A FENCE CORNER, 22 FEET NORTH OF THE CENTER OF AN EAST-WEST
 PT0371'ROAD EXTENDED, 21 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 PT0371'ROAD EXTENDED, 9 FEET WEST OF A CORNER FENCE POST, 3 FEET
 PT0371'SOUTH OF A FENCE, 2 FEET EAST OF WITNESS POST.  A STANDARD
 PT0371'DISK SET IN TOP OF A CONCRETE POST.
 PT0371
 PT0371                          STATION RECOVERY (1984)
 PT0371
 PT0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0371'ABOUT 21.3 KM (13.25 MI) NORTH ALONG HIGHWAY 1804 FROM THE EAST END
 PT0371'OF THE OAHE DAM TO OKOBOJO CREEK, THENCE NORTH ALONG THE HIGHWAY FOR
 PT0371'9.2 KM (5.7 MI) TO A CROSSROAD, THENCE LEFT ALONG GRAVELED ROADS FOR
 PT0371'10.5 KM (6.5 MI) WEST, 1.6 KM (1.0 MI) NORTH, 6.7 M (22 FT) NORTH
 PT0371'FROM CENTER OF ROAD, 6.7 M (22 FT) EAST FROM CENTER OF THE EXTENDED
 PT0371'CENTER OF ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0015 ***********************************************************************
 QS0015  DESIGNATION -  U 311
 QS0015  PID         -  QS0015
 QS0015  STATE/COUNTY-  SD/CAMPBELL
 QS0015  COUNTRY     -  US
 QS0015  USGS QUAD   -  POLLOCK NW (2017)
 QS0015
 QS0015                         *CURRENT SURVEY CONTROL
 QS0015  ______________________________________________________________________
 QS0015* NAD 83(1986) POSITION- 45 52 46.     (N) 100 23 08.     (W)   SCALED
 QS0015* NAVD 88 ORTHO HEIGHT -   479.389 (meters)     1572.80  (feet) ADJUSTED
 QS0015  ______________________________________________________________________
 QS0015  GEOID HEIGHT    -        -21.784 (meters)                     GEOID18
 QS0015  DYNAMIC HEIGHT  -        479.358 (meters)     1572.69  (feet) COMP
 QS0015  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 QS0015
 QS0015  VERT ORDER      -  FIRST     CLASS II
 QS0015
 QS0015.The horizontal coordinates were scaled from a map and have
 QS0015.an estimated accuracy of +/- 6 seconds.
 QS0015
 QS0015.The orthometric height was determined by differential leveling and
 QS0015.adjusted by the NATIONAL GEODETIC SURVEY
 QS0015.in June 1991.
 QS0015
 QS0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0015.GEOID18 height accuracy estimate available here.
 QS0015
 QS0015.Click photographs - Photos may exist for this station.
 QS0015
 QS0015.The dynamic height is computed by dividing the NAVD 88
 QS0015.geopotential number by the normal gravity value computed on the
 QS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0015.degrees latitude (g = 980.6199 gals.).
 QS0015
 QS0015.The modeled gravity was interpolated from observed gravity values.
 QS0015
 QS0015;                    North         East    Units  Estimated Accuracy
 QS0015;SPC SD N     -   227,450.      570,070.      MT  (+/- 180 meters Scaled)
 QS0015
 QS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR924815(NAD 83)
 QS0015
 QS0015                          SUPERSEDED SURVEY CONTROL
 QS0015
 QS0015  NGVD 29 (??/??/92)  479.005  (m)         1571.54   (f) ADJ UNCH    1 2
 QS0015
 QS0015.Superseded values are not recommended for survey control.
 QS0015
 QS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0015.See file dsdata.pdf to determine how the superseded data were derived.
 QS0015
 QS0015_MARKER: DB = BENCH MARK DISK
 QS0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0015_STAMPING: U 311 1945
 QS0015_MARK LOGO: CGS
 QS0015_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0015+STABILITY: SURFACE MOTION
 QS0015
 QS0015  HISTORY     - Date     Condition        Report By
 QS0015  HISTORY     - 1945     MONUMENTED       CGS
 QS0015  HISTORY     - 1949     GOOD             CGS
 QS0015
 QS0015                          STATION DESCRIPTION
 QS0015
 QS0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0015'8.4 MI SW FROM POLLOCK.
 QS0015'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM R.R. STATION AT POLLOCK,
 QS0015'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 QS0015'ALONG A GRAVELED ROAD, THENCE 4.15 MILES WEST ALONG A GRAVELED
 QS0015'ROAD, THENCE 0.5 MILE SOUTH ALONG AW GRAVELED ROAD, THENCE 1.45
 QS0015'MILES WEST ALONG A GRAVELED ROAD, 0.1 MILE WEST OF A WOODEN BRIDGE,
 QS0015'ABOUT 50 YARDS SOUTH OF AND AT THE FOOT OF A SMALL KNOLL, 40
 QS0015'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF A
 QS0015'REFERENCE POST, 1.0 FOOT NORTH OF A WIRE FENCE, AND SET IN THE
 QS0015'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 QS0015'NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY
 QS0015'0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0497 ***********************************************************************
 PS0497  DESIGNATION -  U 312
 PS0497  PID         -  PS0497
 PS0497  STATE/COUNTY-  SD/HUGHES
 PS0497  COUNTRY     -  US
 PS0497  USGS QUAD   -  DE GREY (2017)
 PS0497
 PS0497                         *CURRENT SURVEY CONTROL
 PS0497  ______________________________________________________________________
 PS0497* NAD 83(1986) POSITION- 44 16 49.41   (N) 099 53 39.27   (W)   HD_HELD1
 PS0497* NAVD 88 ORTHO HEIGHT -   508.925 (meters)     1669.70  (feet) ADJUSTED
 PS0497  ______________________________________________________________________
 PS0497  GEOID HEIGHT    -        -23.953 (meters)                     GEOID18
 PS0497  DYNAMIC HEIGHT  -        508.822 (meters)     1669.36  (feet) COMP
 PS0497  MODELED GRAVITY -    980,399.2   (mgal)                       NAVD 88
 PS0497
 PS0497  VERT ORDER      -  FIRST     CLASS II
 PS0497
 PS0497.The horizontal coordinates were determined by differentially corrected
 PS0497.hand held GPS observations or other comparable positioning techniques
 PS0497.and have an estimated accuracy of +/- 3 meters.
 PS0497
 PS0497.The orthometric height was determined by differential leveling and
 PS0497.adjusted by the NATIONAL GEODETIC SURVEY
 PS0497.in June 1991.
 PS0497
 PS0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0497.GEOID18 height accuracy estimate available here.
 PS0497
 PS0497.Click photographs - Photos may exist for this station.
 PS0497
 PS0497.The dynamic height is computed by dividing the NAVD 88
 PS0497.geopotential number by the normal gravity value computed on the
 PS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0497.degrees latitude (g = 980.6199 gals.).
 PS0497
 PS0497.The modeled gravity was interpolated from observed gravity values.
 PS0497
 PS0497;                    North         East    Units  Estimated Accuracy
 PS0497;SPC SD S     -   216,401.7     635,050.5     MT  (+/- 3 meters HH1 GPS) 
 PS0497
 PS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2864303404(NAD 83)
 PS0497
 PS0497                          SUPERSEDED SURVEY CONTROL
 PS0497
 PS0497  NGVD 29 (??/??/92)  508.588  (m)         1668.59   (f) ADJ UNCH    1 2
 PS0497
 PS0497.Superseded values are not recommended for survey control.
 PS0497
 PS0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0497.See file dsdata.pdf to determine how the superseded data were derived.
 PS0497
 PS0497_MARKER: DB = BENCH MARK DISK
 PS0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0497_STAMPING: U 312 1946
 PS0497_MARK LOGO: CGS
 PS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0497+STABILITY: SURFACE MOTION
 PS0497
 PS0497  HISTORY     - Date     Condition        Report By
 PS0497  HISTORY     - 1946     MONUMENTED       CGS
 PS0497  HISTORY     - 1949     GOOD             CGS
 PS0497
 PS0497                          STATION DESCRIPTION
 PS0497
 PS0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0497'1.1 MI E FROM DE GREY.
 PS0497'1.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 PS0497'DE GREY, HUGHES COUNTY, AT A ROAD JUNCTION, 50 FEET SOUTH OF
 PS0497'THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE CENTER
 PS0497'LINE OF THE ROAD LEADING SOUTHEAST, AND 3 FEET NORTHWEST OF A
 PS0497'WHITE WOODEN WITNESS POST.  A STANDAD DISK, STAMPED U 312 1946
 PS0497'AND SET IN THE TOP OF A CONCRETE POST.
 PS0497
 PS0497                          STATION RECOVERY (1949)
 PS0497
 PS0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0088 ***********************************************************************
 PT0088  DESIGNATION -  U 313
 PT0088  PID         -  PT0088
 PT0088  STATE/COUNTY-  SD/SULLY
 PT0088  COUNTRY     -  US
 PT0088  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0088
 PT0088                         *CURRENT SURVEY CONTROL
 PT0088  ______________________________________________________________________
 PT0088* NAD 83(1986) POSITION- 44 50 18.     (N) 100 18 16.     (W)   SCALED
 PT0088* NAVD 88 ORTHO HEIGHT -   565.418 (meters)     1855.04  (feet) ADJUSTED
 PT0088  ______________________________________________________________________
 PT0088  GEOID HEIGHT    -        -22.665 (meters)                     GEOID18
 PT0088  DYNAMIC HEIGHT  -        565.322 (meters)     1854.73  (feet) COMP
 PT0088  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 PT0088
 PT0088  VERT ORDER      -  SECOND    CLASS 0
 PT0088
 PT0088.The horizontal coordinates were scaled from a map and have
 PT0088.an estimated accuracy of +/- 6 seconds.
 PT0088
 PT0088.The orthometric height was determined by differential leveling and
 PT0088.adjusted by the NATIONAL GEODETIC SURVEY
 PT0088.in June 1991.
 PT0088
 PT0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0088.GEOID18 height accuracy estimate available here.
 PT0088
 PT0088.Click photographs - Photos may exist for this station.
 PT0088
 PT0088.The dynamic height is computed by dividing the NAVD 88
 PT0088.geopotential number by the normal gravity value computed on the
 PT0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0088.degrees latitude (g = 980.6199 gals.).
 PT0088
 PT0088.The modeled gravity was interpolated from observed gravity values.
 PT0088
 PT0088;                    North         East    Units  Estimated Accuracy
 PT0088;SPC SD N     -   111,720.      575,930.      MT  (+/- 180 meters Scaled)
 PT0088
 PT0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ969658(NAD 83)
 PT0088
 PT0088                          SUPERSEDED SURVEY CONTROL
 PT0088
 PT0088  NGVD 29 (??/??/92)  565.041  (m)         1853.81   (f) ADJ UNCH    2 0
 PT0088
 PT0088.Superseded values are not recommended for survey control.
 PT0088
 PT0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0088.See file dsdata.pdf to determine how the superseded data were derived.
 PT0088
 PT0088_MARKER: DB = BENCH MARK DISK
 PT0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0088_STAMPING: U 313 1946
 PT0088_MARK LOGO: CGS
 PT0088_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0088+STABILITY: SURFACE MOTION
 PT0088
 PT0088  HISTORY     - Date     Condition        Report By
 PT0088  HISTORY     - 1946     MONUMENTED       CGS
 PT0088  HISTORY     - 1964     GOOD             USGS
 PT0088
 PT0088                          STATION DESCRIPTION
 PT0088
 PT0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0088'11.3 MI W FROM AGAR.
 PT0088'TO REACH THE MARK FROM AGAR GO 11.3 MILES WEST ALONG A GRAVEL
 PT0088'ROAD, TO A SECTION CROSS ROAD, 69.4 FEET EAST OF A TELEPHONE
 PT0088'POLE, 36.6 FEET EAST OF THE CENTERLINE OF A DIRT CROSS ROAD,
 PT0088'AND ABOUT LEVEL, 35.3 FEET NORTH OF THE CENTERLINE OF A
 PT0088'GRAVEL ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, 2.3 FEET WEST OF
 PT0088'A WHITE 4/4 MARKER POST, AND PROJECTING 3 INCHES ABOVE THE
 PT0088'GROUND.  NEAR COR. SECS. 23, 24, 25 AND 26, T. 116 N., R. 79 W.
 PT0088'STAMPED U 313 1946.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 PT0088'POST.
 PT0088
 PT0088                          STATION RECOVERY (1964)
 PT0088
 PT0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0485 ***********************************************************************
 PS0485  DESIGNATION -  U 314
 PS0485  PID         -  PS0485
 PS0485  STATE/COUNTY-  SD/HUGHES
 PS0485  COUNTRY     -  US
 PS0485  USGS QUAD   -  CHAPELLE LAKE SW (2017)
 PS0485
 PS0485                         *CURRENT SURVEY CONTROL
 PS0485  ______________________________________________________________________
 PS0485* NAD 83(1986) POSITION- 44 18 33.     (N) 099 40 56.     (W)   SCALED
 PS0485* NAVD 88 ORTHO HEIGHT -   607.332 (meters)     1992.56  (feet) ADJUSTED
 PS0485  ______________________________________________________________________
 PS0485  GEOID HEIGHT    -        -23.951 (meters)                     GEOID18
 PS0485  DYNAMIC HEIGHT  -        607.197 (meters)     1992.11  (feet) COMP
 PS0485  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 PS0485
 PS0485  VERT ORDER      -  SECOND    CLASS 0
 PS0485
 PS0485.The horizontal coordinates were scaled from a map and have
 PS0485.an estimated accuracy of +/- 6 seconds.
 PS0485
 PS0485.The orthometric height was determined by differential leveling and
 PS0485.adjusted by the NATIONAL GEODETIC SURVEY
 PS0485.in June 1991.
 PS0485
 PS0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0485.GEOID18 height accuracy estimate available here.
 PS0485
 PS0485.Click photographs - Photos may exist for this station.
 PS0485
 PS0485.The dynamic height is computed by dividing the NAVD 88
 PS0485.geopotential number by the normal gravity value computed on the
 PS0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0485.degrees latitude (g = 980.6199 gals.).
 PS0485
 PS0485.The modeled gravity was interpolated from observed gravity values.
 PS0485
 PS0485;                    North         East    Units  Estimated Accuracy
 PS0485;SPC SD S     -   219,710.      651,950.      MT  (+/- 180 meters Scaled)
 PS0485
 PS0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ455064(NAD 83)
 PS0485
 PS0485                          SUPERSEDED SURVEY CONTROL
 PS0485
 PS0485  NGVD 29 (??/??/92)  606.982  (m)         1991.41   (f) ADJ UNCH    2 0
 PS0485
 PS0485.Superseded values are not recommended for survey control.
 PS0485
 PS0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0485.See file dsdata.pdf to determine how the superseded data were derived.
 PS0485
 PS0485_MARKER: DB = BENCH MARK DISK
 PS0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0485_STAMPING: U 314 1946
 PS0485_MARK LOGO: CGS
 PS0485_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0485+STABILITY: SURFACE MOTION
 PS0485
 PS0485  HISTORY     - Date     Condition        Report By
 PS0485  HISTORY     - 1946     MONUMENTED       CGS
 PS0485
 PS0485                          STATION DESCRIPTION
 PS0485
 PS0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0485'17 MI NW FROM STEPHAN.
 PS0485'IN HUGHES COUNTY, 17.0 MILES NORTHWEST OF STEPHAN, HYDE COUNTY.
 PS0485'THIS BENCH MARK MAY BE REACHED FROM THE CHURCH BY GOING 0.5 MILE
 PS0485'NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE EAST ALONG A GRAVEL
 PS0485'ROAD, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 47, THENCE 7.0
 PS0485'MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH, 1.0 MILE
 PS0485'WEST, 2.0 MILES NORTH, AND 4.0 MILES WEST ALONG A GRAVEL ROAD.
 PS0485'IT IS 42.3 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7.4 FEET
 PS0485'SOUTHWEST OF A FENCE CORNER, 1.8 FEET WEST OF THE FENCE, 2.2
 PS0485'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 PS0485'ROAD.  A STANDARD DISK, STAMPED U 314 1946 AND SET IN THE TOP
 PS0485'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0395 ***********************************************************************
 PS0395  DESIGNATION -  U 315
 PS0395  PID         -  PS0395
 PS0395  STATE/COUNTY-  SD/BUFFALO
 PS0395  COUNTRY     -  US
 PS0395  USGS QUAD   -  BIG BEND DAM (2017)
 PS0395
 PS0395                         *CURRENT SURVEY CONTROL
 PS0395  ______________________________________________________________________
 PS0395* NAD 83(1986) POSITION- 44 04 38.     (N) 099 28 04.     (W)   SCALED
 PS0395* NAVD 88 ORTHO HEIGHT -   447.574 (meters)     1468.42  (feet) ADJUSTED
 PS0395  ______________________________________________________________________
 PS0395  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 PS0395  DYNAMIC HEIGHT  -        447.474 (meters)     1468.09  (feet) COMP
 PS0395  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 PS0395
 PS0395  VERT ORDER      -  FIRST     CLASS II
 PS0395
 PS0395.The horizontal coordinates were scaled from a map and have
 PS0395.an estimated accuracy of +/- 6 seconds.
 PS0395
 PS0395.The orthometric height was determined by differential leveling and
 PS0395.adjusted by the NATIONAL GEODETIC SURVEY
 PS0395.in June 1991.
 PS0395
 PS0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0395.GEOID18 height accuracy estimate available here.
 PS0395
 PS0395.Click photographs - Photos may exist for this station.
 PS0395
 PS0395.The dynamic height is computed by dividing the NAVD 88
 PS0395.geopotential number by the normal gravity value computed on the
 PS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0395.degrees latitude (g = 980.6199 gals.).
 PS0395
 PS0395.The modeled gravity was interpolated from observed gravity values.
 PS0395
 PS0395;                    North         East    Units  Estimated Accuracy
 PS0395;SPC SD S     -   194,100.      669,330.      MT  (+/- 180 meters Scaled)
 PS0395
 PS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP625805(NAD 83)
 PS0395
 PS0395                          SUPERSEDED SURVEY CONTROL
 PS0395
 PS0395  NGVD 29 (??/??/92)  447.25   (m)         1467.4    (f) COMPUTED    1 2
 PS0395
 PS0395.Superseded values are not recommended for survey control.
 PS0395
 PS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0395.See file dsdata.pdf to determine how the superseded data were derived.
 PS0395
 PS0395_MARKER: DB = BENCH MARK DISK
 PS0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0395_STAMPING: U 315 1946
 PS0395_MARK LOGO: CGS
 PS0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0395+STABILITY: SURFACE MOTION
 PS0395
 PS0395  HISTORY     - Date     Condition        Report By
 PS0395  HISTORY     - 1946     MONUMENTED       CGS
 PS0395  HISTORY     - 1949     GOOD             CGS
 PS0395
 PS0395                          STATION DESCRIPTION
 PS0395
 PS0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0395'3 MI NW FROM FORT THOMPSON.
 PS0395'ALONG A GRAVELED COUNTY ROAD, 1.5 MILES NORTH THENCE 1.5 MILES
 PS0395'WEST OF FORT THOMPSON, NEAR A FARM HOUSE, 130 FEET SOUTHEAST OF
 PS0395'THE SOUTHEAST CORNER OF A FARM HOUSE, 33 FEET NORTH OF THE
 PS0395'CENTER OF THE ROAD, 32 FEET WEST OF THE CENTER OF A DRIVEWAY,
 PS0395'1 FOOT NORTH OF A FENCE, 3 FEET EAST OF WITNESS POST.  A BRONZE
 PS0395'DISK SET IN THE TOP OF A CONCRETE POST.
 PS0395
 PS0395                          STATION RECOVERY (1949)
 PS0395
 PS0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0403 ***********************************************************************
 OR0403  DESIGNATION -  U 317
 OR0403  PID         -  OR0403
 OR0403  STATE/COUNTY-  SD/BRULE
 OR0403  COUNTRY     -  US
 OR0403  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0403
 OR0403                         *CURRENT SURVEY CONTROL
 OR0403  ______________________________________________________________________
 OR0403* NAD 83(1986) POSITION- 43 48 26.     (N) 099 18 20.     (W)   SCALED
 OR0403* NAVD 88 ORTHO HEIGHT -   430.296 (meters)     1411.73  (feet) ADJUSTED
 OR0403  ______________________________________________________________________
 OR0403  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 OR0403  DYNAMIC HEIGHT  -        430.181 (meters)     1411.35  (feet) COMP
 OR0403  MODELED GRAVITY -    980,340.5   (mgal)                       NAVD 88
 OR0403
 OR0403  VERT ORDER      -  FIRST     CLASS II
 OR0403
 OR0403.The horizontal coordinates were scaled from a map and have
 OR0403.an estimated accuracy of +/- 6 seconds.
 OR0403
 OR0403.The orthometric height was determined by differential leveling and
 OR0403.adjusted by the NATIONAL GEODETIC SURVEY
 OR0403.in June 1991.
 OR0403
 OR0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0403.GEOID18 height accuracy estimate available here.
 OR0403
 OR0403.Click photographs - Photos may exist for this station.
 OR0403
 OR0403.The dynamic height is computed by dividing the NAVD 88
 OR0403.geopotential number by the normal gravity value computed on the
 OR0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0403.degrees latitude (g = 980.6199 gals.).
 OR0403
 OR0403.The modeled gravity was interpolated from observed gravity values.
 OR0403
 OR0403;                    North         East    Units  Estimated Accuracy
 OR0403;SPC SD S     -   164,250.      682,690.      MT  (+/- 180 meters Scaled)
 OR0403
 OR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP754505(NAD 83)
 OR0403
 OR0403                          SUPERSEDED SURVEY CONTROL
 OR0403
 OR0403  NGVD 29 (??/??/92)  429.953  (m)         1410.60   (f) ADJ UNCH    1 2
 OR0403
 OR0403.Superseded values are not recommended for survey control.
 OR0403
 OR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0403.See file dsdata.pdf to determine how the superseded data were derived.
 OR0403
 OR0403_MARKER: DB = BENCH MARK DISK
 OR0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0403_STAMPING: U 317 1946
 OR0403_MARK LOGO: CGS
 OR0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0403+STABILITY: SURFACE MOTION
 OR0403
 OR0403  HISTORY     - Date     Condition        Report By
 OR0403  HISTORY     - 1946     MONUMENTED       CGS
 OR0403  HISTORY     - 1974     GOOD             USGS
 OR0403  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0403
 OR0403                          STATION DESCRIPTION
 OR0403
 OR0403'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OR0403'1.2 MI SE FROM CHAMBERLAIN.
 OR0403'1.2 MILE SOUTHEAST ALONG GLENN AVE. AND OLD RAILROAD GRADE FROM
 OR0403'STATE HWY 47 BRIDGE OVER AMERICAN CREEK AT CHAMBERLAIN, T. 104
 OR0403'N., R. 71 W., IN SW 1/4 SEC. 14, 50 FT SOUTHWEST OF AND ABOUT
 OR0403'3.0 FT HIGHER THAN THE CENTER OF THE OLD RAILROAD GRADE, AT THE
 OR0403'EAST EDGE OF A SMALL CLEARING, 1.5 FT SOUTHEAST OF A 4 IN X 4 IN
 OR0403'MARKER POST, A BRONZE DISK STAMPED U 317 1946 AND SET IN THE
 OR0403'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OR0403
 OR0403                          STATION RECOVERY (2012)
 OR0403
 OR0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1446 ***********************************************************************
 NM1446  DESIGNATION -  U 319
 NM1446  PID         -  NM1446
 NM1446  STATE/COUNTY-  SD/YANKTON
 NM1446  COUNTRY     -  US
 NM1446  USGS QUAD   -  TABOR NE (2017)
 NM1446
 NM1446                         *CURRENT SURVEY CONTROL
 NM1446  ______________________________________________________________________
 NM1446* NAD 83(1986) POSITION- 42 54 30.     (N) 097 33 22.     (W)   SCALED
 NM1446* NAVD 88 ORTHO HEIGHT -   489.399 (meters)     1605.64  (feet) ADJUSTED
 NM1446  ______________________________________________________________________
 NM1446  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 NM1446  DYNAMIC HEIGHT  -        489.250 (meters)     1605.15  (feet) COMP
 NM1446  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 NM1446
 NM1446  VERT ORDER      -  SECOND    CLASS 0
 NM1446
 NM1446.The horizontal coordinates were scaled from a map and have
 NM1446.an estimated accuracy of +/- 6 seconds.
 NM1446
 NM1446.The orthometric height was determined by differential leveling and
 NM1446.adjusted by the NATIONAL GEODETIC SURVEY
 NM1446.in June 1991.
 NM1446
 NM1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1446.GEOID18 height accuracy estimate available here.
 NM1446
 NM1446.Click photographs - Photos may exist for this station.
 NM1446
 NM1446.The dynamic height is computed by dividing the NAVD 88
 NM1446.geopotential number by the normal gravity value computed on the
 NM1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1446.degrees latitude (g = 980.6199 gals.).
 NM1446
 NM1446.The modeled gravity was interpolated from observed gravity values.
 NM1446
 NM1446;                    North         East    Units  Estimated Accuracy
 NM1446;SPC SD S     -    67,670.      826,750.      MT  (+/- 180 meters Scaled)
 NM1446
 NM1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN178516(NAD 83)
 NM1446
 NM1446                          SUPERSEDED SURVEY CONTROL
 NM1446
 NM1446  NGVD 29 (??/??/92)  489.18   (m)         1604.9    (f) COMPUTED    2 0
 NM1446
 NM1446.Superseded values are not recommended for survey control.
 NM1446
 NM1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1446.See file dsdata.pdf to determine how the superseded data were derived.
 NM1446
 NM1446_MARKER: DB = BENCH MARK DISK
 NM1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1446_STAMPING: U 319 1946
 NM1446_MARK LOGO: CGS
 NM1446_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1446+STABILITY: SURFACE MOTION
 NM1446
 NM1446  HISTORY     - Date     Condition        Report By
 NM1446  HISTORY     - 1946     MONUMENTED       CGS
 NM1446
 NM1446                          STATION DESCRIPTION
 NM1446
 NM1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1446'9.4 MI W FROM YANKTON.
 NM1446'ABOUT 9.4 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO.
 NM1446'50 FROM THE POST OFFICE AT YANKTON, AND AT THE INTERSECTION
 NM1446'OF A NORTH-SOUTH GRAVEL ROAD, 96 FEET SOUTH OF AND ABOUT 5 FEET
 NM1446'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 42 FEET WEST OF THE
 NM1446'CENTER LINE OF THE NORTH-SOUTH ROAD, 7 FEET WEST OF THE
 NM1446'RIGHT-OF-WAY FENCE CORNER, 1 FOOT WEST OF A 4 IN X 4 IN MARKER
 NM1446'POST.  A BRONZE DISC STAMPED U 319 1946 AND SET IN THE TOP OF A
 NM1446'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1575 ***********************************************************************
 NM1575  DESIGNATION -  U 319 RESET
 NM1575  PID         -  NM1575
 NM1575  STATE/COUNTY-  SD/YANKTON
 NM1575  COUNTRY     -  US
 NM1575  USGS QUAD   -  TABOR NE (2017)
 NM1575
 NM1575                         *CURRENT SURVEY CONTROL
 NM1575  ______________________________________________________________________
 NM1575* NAD 83(1986) POSITION- 42 54 30.     (N) 097 33 22.     (W)   SCALED
 NM1575* NAVD 88 ORTHO HEIGHT -   489.323 (meters)     1605.39  (feet) ADJUSTED
 NM1575  ______________________________________________________________________
 NM1575  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 NM1575  DYNAMIC HEIGHT  -        489.174 (meters)     1604.90  (feet) COMP
 NM1575  MODELED GRAVITY -    980,300.8   (mgal)                       NAVD 88
 NM1575
 NM1575  VERT ORDER      -  FIRST     CLASS II
 NM1575
 NM1575.The horizontal coordinates were scaled from a map and have
 NM1575.an estimated accuracy of +/- 6 seconds.
 NM1575
 NM1575.The orthometric height was determined by differential leveling and
 NM1575.adjusted by the NATIONAL GEODETIC SURVEY
 NM1575.in June 1994.
 NM1575
 NM1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1575.GEOID18 height accuracy estimate available here.
 NM1575
 NM1575.Click photographs - Photos may exist for this station.
 NM1575
 NM1575.The dynamic height is computed by dividing the NAVD 88
 NM1575.geopotential number by the normal gravity value computed on the
 NM1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1575.degrees latitude (g = 980.6199 gals.).
 NM1575
 NM1575.The modeled gravity was interpolated from observed gravity values.
 NM1575
 NM1575;                    North         East    Units  Estimated Accuracy
 NM1575;SPC SD S     -    67,670.      826,750.      MT  (+/- 180 meters Scaled)
 NM1575
 NM1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN178516(NAD 83)
 NM1575
 NM1575                          SUPERSEDED SURVEY CONTROL
 NM1575
 NM1575.No superseded survey control is available for this station.
 NM1575
 NM1575_MARKER: DV = VERTICAL CONTROL DISK
 NM1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1575_STAMPING: U 319 RESET 1979
 NM1575_MARK LOGO: NGS
 NM1575_PROJECTION: FLUSH
 NM1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1575+STABILITY: SURFACE MOTION
 NM1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1575+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM1575
 NM1575  HISTORY     - Date     Condition        Report By
 NM1575  HISTORY     - 1979     MONUMENTED       NGS
 NM1575  HISTORY     - 19930908 GOOD             NGS
 NM1575  HISTORY     - 20120319 GOOD             INDIV
 NM1575
 NM1575                          STATION DESCRIPTION
 NM1575
 NM1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NM1575'9.4 MI WEST FROM YANKTON.
 NM1575'9.4 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE IN
 NM1575'YANKTON, AT THE JUNCTION OF STATE HIGHWAYS 50 AND 52, 200.0 FEET
 NM1575'SOUTH OF CENTER OF STATE HIGHWAY 50, AND 162.0 FEET WEST OF CENTER
 NM1575'OF STATE HIGHWAY 52.
 NM1575'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 NM1575
 NM1575                          STATION RECOVERY (1993)
 NM1575
 NM1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1575'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM1575'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 345.0 M (1131.9 FT) WEST OF
 NM1575'MILEPOST 375, 52.8 M (173.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 52.0
 NM1575'M (170.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 52, 9.0 M (29.5
 NM1575'FT) SOUTH OF A FENCE CORNER, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE
 NM1575'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, 0.2 M (0.7
 NM1575'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7
 NM1575'FT) BELOW THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED AND
 NM1575'THE MONUMENT HAS BEEN CHIPPED, BUT IT IS SOLID IN PLACE.
 NM1575
 NM1575                          STATION RECOVERY (2012)
 NM1575
 NM1575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0132 ***********************************************************************
 OS0132  DESIGNATION -  U 320
 OS0132  PID         -  OS0132
 OS0132  STATE/COUNTY-  SD/TODD
 OS0132  COUNTRY     -  US
 OS0132  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0132
 OS0132                         *CURRENT SURVEY CONTROL
 OS0132  ______________________________________________________________________
 OS0132* NAD 83(1986) POSITION- 43 06 12.     (N) 100 22 26.     (W)   SCALED
 OS0132* NAVD 88 ORTHO HEIGHT -   771.118 (meters)     2529.91  (feet) ADJUSTED
 OS0132  ______________________________________________________________________
 OS0132  GEOID HEIGHT    -        -23.166 (meters)                     GEOID18
 OS0132  DYNAMIC HEIGHT  -        770.815 (meters)     2528.92  (feet) COMP
 OS0132  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 OS0132
 OS0132  VERT ORDER      -  SECOND    CLASS 0
 OS0132
 OS0132.The horizontal coordinates were scaled from a map and have
 OS0132.an estimated accuracy of +/- 6 seconds.
 OS0132
 OS0132.The orthometric height was determined by differential leveling and
 OS0132.adjusted by the NATIONAL GEODETIC SURVEY
 OS0132.in June 1991.
 OS0132
 OS0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0132.GEOID18 height accuracy estimate available here.
 OS0132
 OS0132.Click photographs - Photos may exist for this station.
 OS0132
 OS0132.The dynamic height is computed by dividing the NAVD 88
 OS0132.geopotential number by the normal gravity value computed on the
 OS0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0132.degrees latitude (g = 980.6199 gals.).
 OS0132
 OS0132.The modeled gravity was interpolated from observed gravity values.
 OS0132
 OS0132;                    North         East    Units  Estimated Accuracy
 OS0132;SPC SD S     -    85,540.      596,700.      MT  (+/- 180 meters Scaled)
 OS0132
 OS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN882732(NAD 83)
 OS0132
 OS0132                          SUPERSEDED SURVEY CONTROL
 OS0132
 OS0132  NGVD 29 (??/??/92)  770.789  (m)         2528.83   (f) ADJ UNCH    2 0
 OS0132
 OS0132.Superseded values are not recommended for survey control.
 OS0132
 OS0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0132.See file dsdata.pdf to determine how the superseded data were derived.
 OS0132
 OS0132_MARKER: DB = BENCH MARK DISK
 OS0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0132_STAMPING: U 320 1946
 OS0132_MARK LOGO: CGS
 OS0132_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0132+STABILITY: SURFACE MOTION
 OS0132
 OS0132  HISTORY     - Date     Condition        Report By
 OS0132  HISTORY     - 1946     MONUMENTED       CGS
 OS0132
 OS0132                          STATION DESCRIPTION
 OS0132
 OS0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0132'12.5 MI W FROM KEYAPAHA.
 OS0132'ABOUT 12.5 MILES WEST ALONG A DIRT ROAD FROM THE U.S. POST OFFICE
 OS0132'AT KEYAPAHA, AND AT THE INTERSECTION WITH A DIM ROAD LEADING
 OS0132'SOUTH, 43 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 OS0132'32 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0132'EAST-WEST ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 OS0132'EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED U 320
 OS0132'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 OS0132'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0082 ***********************************************************************
 OS0082  DESIGNATION -  U 321
 OS0082  PID         -  OS0082
 OS0082  STATE/COUNTY-  SD/TRIPP
 OS0082  COUNTRY     -  US
 OS0082  USGS QUAD   -  WITTEN SW (2017)
 OS0082
 OS0082                         *CURRENT SURVEY CONTROL
 OS0082  ______________________________________________________________________
 OS0082* NAD 83(1986) POSITION- 43 18 50.     (N) 100 11 10.     (W)   SCALED
 OS0082* NAVD 88 ORTHO HEIGHT -   709.736 (meters)     2328.53  (feet) ADJUSTED
 OS0082  ______________________________________________________________________
 OS0082  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 OS0082  DYNAMIC HEIGHT  -        709.472 (meters)     2327.66  (feet) COMP
 OS0082  MODELED GRAVITY -    980,225.2   (mgal)                       NAVD 88
 OS0082
 OS0082  VERT ORDER      -  SECOND    CLASS 0
 OS0082
 OS0082.The horizontal coordinates were scaled from a map and have
 OS0082.an estimated accuracy of +/- 6 seconds.
 OS0082
 OS0082.The orthometric height was determined by differential leveling and
 OS0082.adjusted by the NATIONAL GEODETIC SURVEY
 OS0082.in June 1991.
 OS0082
 OS0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0082.GEOID18 height accuracy estimate available here.
 OS0082
 OS0082.Click photographs - Photos may exist for this station.
 OS0082
 OS0082.The dynamic height is computed by dividing the NAVD 88
 OS0082.geopotential number by the normal gravity value computed on the
 OS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0082.degrees latitude (g = 980.6199 gals.).
 OS0082
 OS0082.The modeled gravity was interpolated from observed gravity values.
 OS0082
 OS0082;                    North         East    Units  Estimated Accuracy
 OS0082;SPC SD S     -   108,940.      611,940.      MT  (+/- 180 meters Scaled)
 OS0082
 OS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN038963(NAD 83)
 OS0082
 OS0082                          SUPERSEDED SURVEY CONTROL
 OS0082
 OS0082  NGVD 29 (??/??/92)  709.370  (m)         2327.32   (f) ADJ UNCH    2 0
 OS0082
 OS0082.Superseded values are not recommended for survey control.
 OS0082
 OS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0082.See file dsdata.pdf to determine how the superseded data were derived.
 OS0082
 OS0082_MARKER: DB = BENCH MARK DISK
 OS0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0082_STAMPING: U 321 1946
 OS0082_MARK LOGO: CGS
 OS0082_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0082+STABILITY: SURFACE MOTION
 OS0082
 OS0082  HISTORY     - Date     Condition        Report By
 OS0082  HISTORY     - 1946     MONUMENTED       CGS
 OS0082
 OS0082                          STATION DESCRIPTION
 OS0082
 OS0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0082'6 MI SE FROM CARTER.
 OS0082'ABOUT 5.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0082'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0082'AT CARTER, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, AND AT A
 OS0082'ROAD INTERSECTION, 89 FEET SOUTH OF THE CENTER LINE OF THE
 OS0082'EAST-WEST ROAD, 47 FEET EAST OF AND ABOUT 6 FEET HIGHER THAN THE
 OS0082'CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT WEST OF THE
 OS0082'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.
 OS0082'A BRONZE DISC STAMPED U 321 1946 AND SET IN THE TOP OF A
 OS0082'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0111 ***********************************************************************
 OS0111  DESIGNATION -  U 322
 OS0111  PID         -  OS0111
 OS0111  STATE/COUNTY-  SD/TRIPP
 OS0111  COUNTRY     -  US
 OS0111  USGS QUAD   -  KEYAPAHA (2017)
 OS0111
 OS0111                         *CURRENT SURVEY CONTROL
 OS0111  ______________________________________________________________________
 OS0111* NAD 83(1986) POSITION- 43 02 21.     (N) 100 07 37.     (W)   SCALED
 OS0111* NAVD 88 ORTHO HEIGHT -   740.329 (meters)     2428.90  (feet) ADJUSTED
 OS0111  ______________________________________________________________________
 OS0111  GEOID HEIGHT    -        -23.499 (meters)                     GEOID18
 OS0111  DYNAMIC HEIGHT  -        740.038 (meters)     2427.94  (feet) COMP
 OS0111  MODELED GRAVITY -    980,203.1   (mgal)                       NAVD 88
 OS0111
 OS0111  VERT ORDER      -  SECOND    CLASS 0
 OS0111
 OS0111.The horizontal coordinates were scaled from a map and have
 OS0111.an estimated accuracy of +/- 6 seconds.
 OS0111
 OS0111.The orthometric height was determined by differential leveling and
 OS0111.adjusted by the NATIONAL GEODETIC SURVEY
 OS0111.in June 1991.
 OS0111
 OS0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0111.GEOID18 height accuracy estimate available here.
 OS0111
 OS0111.Click photographs - Photos may exist for this station.
 OS0111
 OS0111.The dynamic height is computed by dividing the NAVD 88
 OS0111.geopotential number by the normal gravity value computed on the
 OS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0111.degrees latitude (g = 980.6199 gals.).
 OS0111
 OS0111.The modeled gravity was interpolated from observed gravity values.
 OS0111
 OS0111;                    North         East    Units  Estimated Accuracy
 OS0111;SPC SD S     -    78,430.      616,820.      MT  (+/- 180 meters Scaled)
 OS0111
 OS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN082657(NAD 83)
 OS0111
 OS0111                          SUPERSEDED SURVEY CONTROL
 OS0111
 OS0111  NGVD 29 (??/??/92)  740.000  (m)         2427.82   (f) ADJ UNCH    2 0
 OS0111
 OS0111.Superseded values are not recommended for survey control.
 OS0111
 OS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0111.See file dsdata.pdf to determine how the superseded data were derived.
 OS0111
 OS0111_MARKER: DB = BENCH MARK DISK
 OS0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0111_STAMPING: U 322 1946
 OS0111_MARK LOGO: CGS
 OS0111_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0111+STABILITY: SURFACE MOTION
 OS0111
 OS0111  HISTORY     - Date     Condition        Report By
 OS0111  HISTORY     - 1946     MONUMENTED       CGS
 OS0111
 OS0111                          STATION DESCRIPTION
 OS0111
 OS0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0111'7.5 MI SE FROM KEYAPAHA.
 OS0111'ABOUT 1.5 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0111'KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0
 OS0111'MILE WEST ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A DIRT
 OS0111'ROAD LEADING NORTH, 65 FEET NORTHWEST OF A 12 INCH CONCRETE
 OS0111'FENCE CORNER POST, 54 FEET NORTH OF AND ABOUT LEVEL WITH THE
 OS0111'CENTER LINE OF THE EAST-WEST ROAD, 30 FEET WEST OF THE CENTER
 OS0111'LINE OF THE NORTH-SOUTH ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY
 OS0111'FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5
 OS0111'INCHES ABOVE THE GROUND.  STAMPED U 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0062 ***********************************************************************
 NM0062  DESIGNATION -  U 324
 NM0062  PID         -  NM0062
 NM0062  STATE/COUNTY-  SD/UNION
 NM0062  COUNTRY     -  US
 NM0062  USGS QUAD   -  JEFFERSON (2017)
 NM0062
 NM0062                         *CURRENT SURVEY CONTROL
 NM0062  ______________________________________________________________________
 NM0062* NAD 83(1986) POSITION- 42 30 35.     (N) 096 30 56.     (W)   SCALED
 NM0062* NAVD 88 ORTHO HEIGHT -   337.284 (meters)     1106.57  (feet) ADJUSTED
 NM0062  ______________________________________________________________________
 NM0062  GEOID HEIGHT    -        -25.953 (meters)                     GEOID18
 NM0062  DYNAMIC HEIGHT  -        337.177 (meters)     1106.22  (feet) COMP
 NM0062  MODELED GRAVITY -    980,294.5   (mgal)                       NAVD 88
 NM0062
 NM0062  VERT ORDER      -  SECOND    CLASS 0
 NM0062
 NM0062.The horizontal coordinates were scaled from a map and have
 NM0062.an estimated accuracy of +/- 6 seconds.
 NM0062
 NM0062.The orthometric height was determined by differential leveling and
 NM0062.adjusted by the NATIONAL GEODETIC SURVEY
 NM0062.in June 1991.
 NM0062
 NM0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0062.GEOID18 height accuracy estimate available here.
 NM0062
 NM0062.Click photographs - Photos may exist for this station.
 NM0062
 NM0062.The dynamic height is computed by dividing the NAVD 88
 NM0062.geopotential number by the normal gravity value computed on the
 NM0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0062.degrees latitude (g = 980.6199 gals.).
 NM0062
 NM0062.The modeled gravity was interpolated from observed gravity values.
 NM0062
 NM0062;                    North         East    Units  Estimated Accuracy
 NM0062;SPC SD S     -    26,810.      913,690.      MT  (+/- 180 meters Scaled)
 NM0062
 NM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN041093(NAD 83)
 NM0062
 NM0062                          SUPERSEDED SURVEY CONTROL
 NM0062
 NM0062  NGVD 29 (??/??/92)  337.115  (m)         1106.02   (f) ADJ UNCH    2 0
 NM0062
 NM0062.Superseded values are not recommended for survey control.
 NM0062
 NM0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0062.See file dsdata.pdf to determine how the superseded data were derived.
 NM0062
 NM0062_MARKER: DB = BENCH MARK DISK
 NM0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0062_STAMPING: U 324 1948
 NM0062_MARK LOGO: CGS
 NM0062_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0062+STABILITY: SURFACE MOTION
 NM0062
 NM0062  HISTORY     - Date     Condition        Report By
 NM0062  HISTORY     - 1948     MONUMENTED       CGS
 NM0062
 NM0062                          STATION DESCRIPTION
 NM0062
 NM0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0062'3.4 MI SW FROM RIVERSIDE.
 NM0062'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0062'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NM0062'0.7 MILE SOUTHERLY ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST
 NM0062'ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD,
 NM0062'THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF
 NM0062'A CURVE WITH TANGENTS LEADING EAST AND SOUTHWEST, 34.0 FEET
 NM0062'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18.0 FEET EAST OF A
 NM0062'40-INCH COTTONWOOD TREE, 2.0 FEET SOUTH OF A FENCE, 1.9 FEET WEST
 NM0062'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0062'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0804 ***********************************************************************
 NM0804  DESIGNATION -  U 325
 NM0804  PID         -  NM0804
 NM0804  STATE/COUNTY-  SD/UNION
 NM0804  COUNTRY     -  US
 NM0804  USGS QUAD   -  JEFFERSON (2017)
 NM0804
 NM0804                         *CURRENT SURVEY CONTROL
 NM0804  ______________________________________________________________________
 NM0804* NAD 83(1986) POSITION- 42 32 58.     (N) 096 31 11.     (W)   SCALED
 NM0804* NAVD 88 ORTHO HEIGHT -   337.504 (meters)     1107.29  (feet) ADJUSTED
 NM0804  ______________________________________________________________________
 NM0804  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 NM0804  DYNAMIC HEIGHT  -        337.398 (meters)     1106.95  (feet) COMP
 NM0804  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 NM0804
 NM0804  VERT ORDER      -  SECOND    CLASS 0
 NM0804
 NM0804.The horizontal coordinates were scaled from a map and have
 NM0804.an estimated accuracy of +/- 6 seconds.
 NM0804
 NM0804.The orthometric height was determined by differential leveling and
 NM0804.adjusted by the NATIONAL GEODETIC SURVEY
 NM0804.in June 1991.
 NM0804
 NM0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0804.GEOID18 height accuracy estimate available here.
 NM0804
 NM0804.Click photographs - Photos may exist for this station.
 NM0804
 NM0804.The dynamic height is computed by dividing the NAVD 88
 NM0804.geopotential number by the normal gravity value computed on the
 NM0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0804.degrees latitude (g = 980.6199 gals.).
 NM0804
 NM0804.The modeled gravity was interpolated from observed gravity values.
 NM0804
 NM0804;                    North         East    Units  Estimated Accuracy
 NM0804;SPC SD S     -    31,200.      913,140.      MT  (+/- 180 meters Scaled)
 NM0804
 NM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN036137(NAD 83)
 NM0804
 NM0804                          SUPERSEDED SURVEY CONTROL
 NM0804
 NM0804  NGVD 29 (??/??/92)  337.333  (m)         1106.73   (f) ADJ UNCH    2 0
 NM0804
 NM0804.Superseded values are not recommended for survey control.
 NM0804
 NM0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0804.See file dsdata.pdf to determine how the superseded data were derived.
 NM0804
 NM0804_MARKER: DB = BENCH MARK DISK
 NM0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0804_STAMPING: U 325 1948
 NM0804_MARK LOGO: CGS
 NM0804_PROJECTION: PROJECTING 9 CENTIMETERS
 NM0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0804+STABILITY: SURFACE MOTION
 NM0804
 NM0804  HISTORY     - Date     Condition        Report By
 NM0804  HISTORY     - 1948     MONUMENTED       CGS
 NM0804
 NM0804                          STATION DESCRIPTION
 NM0804
 NM0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0804'4.1 MI NW FROM RIVERSIDE.
 NM0804'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0804'AT RIVERSIDE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.2
 NM0804'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST ALONG
 NM0804'A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A PAVED ROAD, AT THE
 NM0804'NORTH CORNER OF A GREEN ROOFED GARAGE, 25.0 FEET SOUTHEAST OF
 NM0804'THE CENTER LINE OF THE ROAD, 19.0 FEET SOUTHWEST OF THE CENTER
 NM0804'LINE OF A PARKING AREA, 1.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 NM0804'OF A GARAGE, 1.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 NM0804'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND
 NM0804'ABOUT 1.0 FOOT BELOW THE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0217 ***********************************************************************
 OQ0217  DESIGNATION -  U 326
 OQ0217  PID         -  OQ0217
 OQ0217  STATE/COUNTY-  SD/LINCOLN
 OQ0217  COUNTRY     -  US
 OQ0217  USGS QUAD   -  CANTON (2017)
 OQ0217
 OQ0217                         *CURRENT SURVEY CONTROL
 OQ0217  ______________________________________________________________________
 OQ0217* NAD 83(1996) POSITION- 43 17 56.18961(N) 096 32 58.44113(W)   ADJUSTED
 OQ0217* NAVD 88 ORTHO HEIGHT -   385.095 (meters)     1263.43  (feet) ADJUSTED
 OQ0217  ______________________________________________________________________
 OQ0217  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 OQ0217  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 OQ0217  DYNAMIC HEIGHT  -        384.991 (meters)     1263.09  (feet) COMP
 OQ0217  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 OQ0217
 OQ0217  HORZ ORDER      -  SECOND
 OQ0217  VERT ORDER      -  SECOND    CLASS 0
 OQ0217
 OQ0217.The horizontal coordinates were established by classical geodetic methods
 OQ0217.and adjusted by the National Geodetic Survey in January 1998.
 OQ0217
 OQ0217.The orthometric height was determined by differential leveling and
 OQ0217.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0217.in June 1991.
 OQ0217
 OQ0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0217.GEOID18 height accuracy estimate available here.
 OQ0217
 OQ0217.Click photographs - Photos may exist for this station.
 OQ0217
 OQ0217.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0217
 OQ0217.The dynamic height is computed by dividing the NAVD 88
 OQ0217.geopotential number by the normal gravity value computed on the
 OQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0217.degrees latitude (g = 980.6199 gals.).
 OQ0217
 OQ0217.The modeled gravity was interpolated from observed gravity values.
 OQ0217
 OQ0217. The following values were computed from the NAD 83(1996) position.
 OQ0217
 OQ0217;                    North         East     Units Scale Factor Converg.
 OQ0217;SPC SD S     -   114,262.309   906,901.977   MT  0.99992233   +2 36 36.9
 OQ0217;SPC SD S     -   374,875.59  2,975,394.24   sFT  0.99992233   +2 36 36.9
 OQ0217;UTM  14      - 4,796,928.464   698,763.438   MT  1.00008600   +1 40 51.8
 OQ0217
 OQ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0217!SPC SD S     -   0.99994376  x   0.99992233  =   0.99986609
 OQ0217!UTM  14      -   0.99994376  x   1.00008600  =   1.00002975
 OQ0217
 OQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9876396928(NAD 83)
 OQ0217
 OQ0217                          SUPERSEDED SURVEY CONTROL
 OQ0217
 OQ0217  NAD 83(1995)-  43 17 56.19023(N)    096 32 58.43659(W) AD(       ) 2
 OQ0217  NAD 83(1986)-  43 17 56.19185(N)    096 32 58.42715(W) AD(       ) 2
 OQ0217  NAD 27      -  43 17 56.25300(N)    096 32 57.25800(W) AD(       ) 2
 OQ0217  NGVD 29 (??/??/92)  384.859  (m)         1262.66   (f) ADJ UNCH    2 0
 OQ0217  NGVD 29             384.86   (m)         1262.7    (f) LEVELING    3  
 OQ0217
 OQ0217.Superseded values are not recommended for survey control.
 OQ0217
 OQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0217.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0217
 OQ0217_MARKER: DB = BENCH MARK DISK
 OQ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0217_STAMPING: U 326 1949
 OQ0217_MARK LOGO: CGS
 OQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0217+STABILITY: SURFACE MOTION
 OQ0217
 OQ0217  HISTORY     - Date     Condition        Report By
 OQ0217  HISTORY     - 1949     MONUMENTED       CGS
 OQ0217  HISTORY     - 1949     GOOD             CGS
 OQ0217
 OQ0217                          STATION DESCRIPTION
 OQ0217
 OQ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0217'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN THE SMALL CITY
 OQ0217'OF CANTON, GO EAST ON U.S. HIGHWAY 18 FOR 2.2 MILES TO CROSSROADS,
 OQ0217'TURN RIGHT (SOUTH) FOR 0.1 MILE TO ENTRANCE TO AIRPORT, PASS THROUGH
 OQ0217'GATE AND GO WEST FOR 0.2 MILE TO OFFICE BUILDING AND STATION
 OQ0217'AS DESCRIBED.
 OQ0217'
 OQ0217'NOTE--BENCH MARK U 326 1949 IS 54 FEET SOUTH OF THE CENTERLINE
 OQ0217'OF DRIVEWAY AND ENTRANCE TO THE MUNICIPAL AIRPORT, 34 FEET WEST
 OQ0217'OF THE CENTERLINE OF A TRACK ROAD, 2 FEET WEST OF A FENCELINE
 OQ0217'AND 1.5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 OQ0217'BENCH MARK U 326 1949 AND PROJECTS ABOUT 6 INCHES.
 OQ0217
 OQ0217                          STATION RECOVERY (1949)
 OQ0217
 OQ0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0217'2.2 MI SE FROM CANTON.
 OQ0217'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE AT
 OQ0217'CANTON, THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, AT THE CANTON
 OQ0217'MUNICIPAL AIRPORT, AT THE EAST ENTRANCE TO THE AIRPORT, 55.0 FEET
 OQ0217'SOUTH OF THE CNETER LINE OF THE ROAD LEADING TO THE HANGARS,
 OQ0217'33.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.3
 OQ0217'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 OQ0217'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0227 ***********************************************************************
 OQ0227  DESIGNATION -  U 327
 OQ0227  PID         -  OQ0227
 OQ0227  STATE/COUNTY-  SD/LINCOLN
 OQ0227  COUNTRY     -  US
 OQ0227  USGS QUAD   -  KLONDIKE (2018)
 OQ0227
 OQ0227                         *CURRENT SURVEY CONTROL
 OQ0227  ______________________________________________________________________
 OQ0227* NAD 83(1986) POSITION- 43 25 01.     (N) 096 35 27.     (W)   SCALED
 OQ0227* NAVD 88 ORTHO HEIGHT -   433.970 (meters)     1423.78  (feet) ADJUSTED
 OQ0227  ______________________________________________________________________
 OQ0227  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 OQ0227  DYNAMIC HEIGHT  -        433.855 (meters)     1423.41  (feet) COMP
 OQ0227  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 OQ0227
 OQ0227  VERT ORDER      -  SECOND    CLASS 0
 OQ0227
 OQ0227.The horizontal coordinates were scaled from a map and have
 OQ0227.an estimated accuracy of +/- 6 seconds.
 OQ0227
 OQ0227.The orthometric height was determined by differential leveling and
 OQ0227.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0227.in June 1991.
 OQ0227
 OQ0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0227.GEOID18 height accuracy estimate available here.
 OQ0227
 OQ0227.Click photographs - Photos may exist for this station.
 OQ0227
 OQ0227.The dynamic height is computed by dividing the NAVD 88
 OQ0227.geopotential number by the normal gravity value computed on the
 OQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0227.degrees latitude (g = 980.6199 gals.).
 OQ0227
 OQ0227.The modeled gravity was interpolated from observed gravity values.
 OQ0227
 OQ0227;                    North         East    Units  Estimated Accuracy
 OQ0227;SPC SD S     -   127,210.      902,970.      MT  (+/- 180 meters Scaled)
 OQ0227
 OQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP950099(NAD 83)
 OQ0227
 OQ0227                          SUPERSEDED SURVEY CONTROL
 OQ0227
 OQ0227  NGVD 29 (??/??/92)  433.714  (m)         1422.94   (f) ADJ UNCH    2 0
 OQ0227
 OQ0227.Superseded values are not recommended for survey control.
 OQ0227
 OQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0227.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0227
 OQ0227_MARKER: DB = BENCH MARK DISK
 OQ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0227_STAMPING: U 327 1949
 OQ0227_MARK LOGO: CGS
 OQ0227_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0227+STABILITY: SURFACE MOTION
 OQ0227
 OQ0227  HISTORY     - Date     Condition        Report By
 OQ0227  HISTORY     - 1949     MONUMENTED       CGS
 OQ0227
 OQ0227                          STATION DESCRIPTION
 OQ0227
 OQ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0227'6.5 MI SE FROM HARRISBURG.
 OQ0227'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0227'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 OQ0227'1.0 MILE EAST ALONG A GRAVELED ROAD, AT THE FARM HOME OF AUGUST
 OQ0227'SWANSON, 151.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 OQ0227'40.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26.0 FEET EAST OF
 OQ0227'THE CENTER LINE OF PRIVATE DRIVEWAY, 1.2 FEET SOUTH OF THE FENCE,
 OQ0227'1.7 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 OQ0227'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0255 ***********************************************************************
 PR0255  DESIGNATION -  U 329
 PR0255  PID         -  PR0255
 PR0255  STATE/COUNTY-  SD/MOODY
 PR0255  COUNTRY     -  US
 PR0255  USGS QUAD   -  FLANDREAU NW (2017)
 PR0255
 PR0255                         *CURRENT SURVEY CONTROL
 PR0255  ______________________________________________________________________
 PR0255* NAD 83(1986) POSITION- 44 10 00.     (N) 096 43 45.     (W)   SCALED
 PR0255* NAVD 88 ORTHO HEIGHT -   477.393 (meters)     1566.25  (feet) ADJUSTED
 PR0255  ______________________________________________________________________
 PR0255  GEOID HEIGHT    -        -25.784 (meters)                     GEOID18
 PR0255  DYNAMIC HEIGHT  -        477.290 (meters)     1565.91  (feet) COMP
 PR0255  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 PR0255
 PR0255  VERT ORDER      -  SECOND    CLASS 0
 PR0255
 PR0255.The horizontal coordinates were scaled from a map and have
 PR0255.an estimated accuracy of +/- 6 seconds.
 PR0255
 PR0255.The orthometric height was determined by differential leveling and
 PR0255.adjusted by the NATIONAL GEODETIC SURVEY
 PR0255.in June 1991.
 PR0255
 PR0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0255.GEOID18 height accuracy estimate available here.
 PR0255
 PR0255.Click photographs - Photos may exist for this station.
 PR0255
 PR0255.The dynamic height is computed by dividing the NAVD 88
 PR0255.geopotential number by the normal gravity value computed on the
 PR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0255.degrees latitude (g = 980.6199 gals.).
 PR0255
 PR0255.The modeled gravity was interpolated from observed gravity values.
 PR0255
 PR0255;                    North         East    Units  Estimated Accuracy
 PR0255;SPC SD S     -   209,930.      888,160.      MT  (+/- 180 meters Scaled)
 PR0255
 PR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP815928(NAD 83)
 PR0255
 PR0255                          SUPERSEDED SURVEY CONTROL
 PR0255
 PR0255  NGVD 29 (??/??/92)  477.126  (m)         1565.37   (f) ADJ UNCH    2 0
 PR0255
 PR0255.Superseded values are not recommended for survey control.
 PR0255
 PR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0255.See file dsdata.pdf to determine how the superseded data were derived.
 PR0255
 PR0255_MARKER: DB = BENCH MARK DISK
 PR0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0255_STAMPING: U 329 1949
 PR0255_MARK LOGO: CGS
 PR0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0255+STABILITY: SURFACE MOTION
 PR0255
 PR0255  HISTORY     - Date     Condition        Report By
 PR0255  HISTORY     - 1949     MONUMENTED       CGS
 PR0255
 PR0255                          STATION DESCRIPTION
 PR0255
 PR0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0255'15.8 MI NW FROM FLANDREAU.
 PR0255'7.8 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 PR0255'FLANDREAU, THENCE 7.0 MILES WEST ALONG A GRAVELED ROAD,
 PR0255'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 PR0255'49.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 34.0
 PR0255'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.4 FEET
 PR0255'EAST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, AND SET IN
 PR0255'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0445 ***********************************************************************
 PR0445  DESIGNATION -  U 330
 PR0445  PID         -  PR0445
 PR0445  STATE/COUNTY-  SD/HAMLIN
 PR0445  COUNTRY     -  US
 PR0445  USGS QUAD   -  CASTLEWOOD (2017)
 PR0445
 PR0445                         *CURRENT SURVEY CONTROL
 PR0445  ______________________________________________________________________
 PR0445* NAD 83(1986) POSITION- 44 41 18.     (N) 097 01 35.     (W)   SCALED
 PR0445* NAVD 88 ORTHO HEIGHT -   515.620 (meters)     1691.66  (feet) ADJUSTED
 PR0445  ______________________________________________________________________
 PR0445  GEOID HEIGHT    -        -24.972 (meters)                     GEOID18
 PR0445  DYNAMIC HEIGHT  -        515.543 (meters)     1691.41  (feet) COMP
 PR0445  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 PR0445
 PR0445  VERT ORDER      -  SECOND    CLASS 0
 PR0445
 PR0445.The horizontal coordinates were scaled from a map and have
 PR0445.an estimated accuracy of +/- 6 seconds.
 PR0445
 PR0445.The orthometric height was determined by differential leveling and
 PR0445.adjusted by the NATIONAL GEODETIC SURVEY
 PR0445.in June 1991.
 PR0445
 PR0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0445.GEOID18 height accuracy estimate available here.
 PR0445
 PR0445.Click photographs - Photos may exist for this station.
 PR0445
 PR0445.The dynamic height is computed by dividing the NAVD 88
 PR0445.geopotential number by the normal gravity value computed on the
 PR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0445.degrees latitude (g = 980.6199 gals.).
 PR0445
 PR0445.The modeled gravity was interpolated from observed gravity values.
 PR0445
 PR0445;                    North         East    Units  Estimated Accuracy
 PR0445;SPC SD N     -    99,340.      835,670.      MT  (+/- 180 meters Scaled)
 PR0445
 PR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ563502(NAD 83)
 PR0445
 PR0445                          SUPERSEDED SURVEY CONTROL
 PR0445
 PR0445  NGVD 29 (??/??/92)  515.334  (m)         1690.73   (f) ADJ UNCH    2 0
 PR0445
 PR0445.Superseded values are not recommended for survey control.
 PR0445
 PR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0445.See file dsdata.pdf to determine how the superseded data were derived.
 PR0445
 PR0445_MARKER: DB = BENCH MARK DISK
 PR0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0445_STAMPING: U 330 1949
 PR0445_MARK LOGO: CGS
 PR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0445+STABILITY: SURFACE MOTION
 PR0445
 PR0445  HISTORY     - Date     Condition        Report By
 PR0445  HISTORY     - 1949     MONUMENTED       CGS
 PR0445
 PR0445                          STATION DESCRIPTION
 PR0445
 PR0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0445'2.6 MI S FROM CASTLEWOOD.
 PR0445'2.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0445'CASTLEWOOD, AT A JUNCTION WITH AN ABANDONED ROADBED LEADING
 PR0445'WEST, 68.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 PR0445'28.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF AN ABANDONED
 PR0445'ROADBED LEADING WEST, 1.5 FEET EAST OF A REFERENCE POST, 1.3
 PR0445'FEET NORTH OF A FENCE ALONG THE NORTH SIDE OF A WINDBREAK, AND
 PR0445'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 PR0445'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0298 ***********************************************************************
 PT0298  DESIGNATION -  U 331
 PT0298  PID         -  PT0298
 PT0298  STATE/COUNTY-  SD/STANLEY
 PT0298  COUNTRY     -  US
 PT0298  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0298
 PT0298                         *CURRENT SURVEY CONTROL
 PT0298  ______________________________________________________________________
 PT0298* NAD 83(1986) POSITION- 44 24 02.77   (N) 100 30 40.07   (W)   HD_HELD1
 PT0298* NAVD 88 ORTHO HEIGHT -   548.110 (meters)     1798.26  (feet) ADJUSTED
 PT0298  ______________________________________________________________________
 PT0298  GEOID HEIGHT    -        -23.213 (meters)                     GEOID18
 PT0298  DYNAMIC HEIGHT  -        547.992 (meters)     1797.87  (feet) COMP
 PT0298  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 PT0298
 PT0298  VERT ORDER      -  FIRST     CLASS II
 PT0298
 PT0298.The horizontal coordinates were determined by differentially corrected
 PT0298.hand held GPS observations or other comparable positioning techniques
 PT0298.and have an estimated accuracy of +/- 3 meters.
 PT0298
 PT0298.The orthometric height was determined by differential leveling and
 PT0298.adjusted by the NATIONAL GEODETIC SURVEY
 PT0298.in June 1991.
 PT0298
 PT0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0298.GEOID18 height accuracy estimate available here.
 PT0298
 PT0298.Click photographs - Photos may exist for this station.
 PT0298
 PT0298.The dynamic height is computed by dividing the NAVD 88
 PT0298.geopotential number by the normal gravity value computed on the
 PT0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0298.degrees latitude (g = 980.6199 gals.).
 PT0298
 PT0298.The modeled gravity was interpolated from observed gravity values.
 PT0298
 PT0298;                    North         East    Units  Estimated Accuracy
 PT0298;SPC SD S     -   229,700.3     585,835.9     MT  (+/- 3 meters HH1 GPS) 
 PT0298
 PT0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7966417497(NAD 83)
 PT0298
 PT0298                          SUPERSEDED SURVEY CONTROL
 PT0298
 PT0298  NGVD 29 (??/??/92)  547.720  (m)         1796.98   (f) ADJ UNCH    1 2
 PT0298
 PT0298.Superseded values are not recommended for survey control.
 PT0298
 PT0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0298.See file dsdata.pdf to determine how the superseded data were derived.
 PT0298
 PT0298_MARKER: DB = BENCH MARK DISK
 PT0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0298_STAMPING: U 331 1949
 PT0298_MARK LOGO: CGS
 PT0298_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0298+STABILITY: SURFACE MOTION
 PT0298
 PT0298  HISTORY     - Date     Condition        Report By
 PT0298  HISTORY     - 1949     MONUMENTED       CGS
 PT0298  HISTORY     - 1952     GOOD             CGS
 PT0298  HISTORY     - 1984     GOOD             NGS
 PT0298
 PT0298                          STATION DESCRIPTION
 PT0298
 PT0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0298'8.4 MI NW FROM FORT PIERRE.
 PT0298'8.45 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0298'COURTHOUSE AT FORT PIERRE, ON THE EAST SLOPE OF A SMALL KNOLL
 PT0298'OVER-LOOKING A VALLEY TO THE WEST, AT A SECTION CORNER, 87 FEET
 PT0298'NORTHEAST OF A TELEPHONE POLE, 36 FEET NORTH OF THE CENTER LINE
 PT0298'OF HIGHWAY, 1.8 FEET NORTHEAST OF A FENCE CORNER, 2.0 FEET
 PT0298'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 PT0298'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PT0298
 PT0298                          STATION RECOVERY (1952)
 PT0298
 PT0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 PT0298'RECOVERED IN GOOD CONDITION.
 PT0298
 PT0298                          STATION RECOVERY (1984)
 PT0298
 PT0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0298'ABOUT 8 KM (5 MI) WEST ALONG HIGHWAY 14 FROM THE JUNCTION OF HIGHWAY
 PT0298'1806 AT THE NORTHWEST EDGE OF FORT PIERRE, THENCE 1.6 KM (1.0 MI)
 PT0298'NORTH ALONG GRAVELED ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG OLD
 PT0298'ROAD, 10.7 M (35 FT) NORTH FROM CENTER OF ROAD
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0389 ***********************************************************************
 QS0389  DESIGNATION -  U 332
 QS0389  PID         -  QS0389
 QS0389  STATE/COUNTY-  SD/CORSON
 QS0389  COUNTRY     -  US
 QS0389  USGS QUAD   -  MAHTO NE (2017)
 QS0389
 QS0389                         *CURRENT SURVEY CONTROL
 QS0389  ______________________________________________________________________
 QS0389* NAD 83(1986) POSITION- 45 56 06.     (N) 100 33 43.     (W)   SCALED
 QS0389* NAVD 88 ORTHO HEIGHT -   498.481 (meters)     1635.43  (feet) ADJUSTED
 QS0389  ______________________________________________________________________
 QS0389  GEOID HEIGHT    -        -21.513 (meters)                     GEOID18
 QS0389  DYNAMIC HEIGHT  -        498.454 (meters)     1635.34  (feet) COMP
 QS0389  MODELED GRAVITY -    980,545.6   (mgal)                       NAVD 88
 QS0389
 QS0389  VERT ORDER      -  FIRST     CLASS II
 QS0389
 QS0389.The horizontal coordinates were scaled from a map and have
 QS0389.an estimated accuracy of +/- 6 seconds.
 QS0389
 QS0389.The orthometric height was determined by differential leveling and
 QS0389.adjusted by the NATIONAL GEODETIC SURVEY
 QS0389.in June 1991.
 QS0389
 QS0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0389.GEOID18 height accuracy estimate available here.
 QS0389
 QS0389.Click photographs - Photos may exist for this station.
 QS0389
 QS0389.The dynamic height is computed by dividing the NAVD 88
 QS0389.geopotential number by the normal gravity value computed on the
 QS0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0389.degrees latitude (g = 980.6199 gals.).
 QS0389
 QS0389.The modeled gravity was interpolated from observed gravity values.
 QS0389
 QS0389;                    North         East    Units  Estimated Accuracy
 QS0389;SPC SD N     -   233,710.      556,420.      MT  (+/- 180 meters Scaled)
 QS0389
 QS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR789880(NAD 83)
 QS0389
 QS0389                          SUPERSEDED SURVEY CONTROL
 QS0389
 QS0389  NGVD 29 (??/??/92)  498.094  (m)         1634.16   (f) ADJ UNCH    1 2
 QS0389
 QS0389.Superseded values are not recommended for survey control.
 QS0389
 QS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0389.See file dsdata.pdf to determine how the superseded data were derived.
 QS0389
 QS0389_MARKER: DB = BENCH MARK DISK
 QS0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0389_STAMPING: U 332 1949
 QS0389_MARK LOGO: CGS
 QS0389_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0389+STABILITY: SURFACE MOTION
 QS0389
 QS0389  HISTORY     - Date     Condition        Report By
 QS0389  HISTORY     - 1949     MONUMENTED       CGS
 QS0389  HISTORY     - 1959     GOOD             CGS
 QS0389
 QS0389                          STATION DESCRIPTION
 QS0389
 QS0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0389'14 MI SE FROM FORT YATES.
 QS0389'4.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF YATES
 QS0389'STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, THENCE
 QS0389'0.3 MILE EAST ALONG THE GRAVELED ROAD TO A ROAD JUNCTION, THENCE
 QS0389'1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE WEST
 QS0389'ALONG A GRADED DIRT ROAD, THENCE 4.6 MILES SOUTH ALONG A GRADED
 QS0389'DIRT ROAD TO A ROAD INTERSECTION, AND THE NORTH-SOUTH DAKOTA
 QS0389'STATE LINE, THENCE 1.3 MILES EAST TO A WIRE FENCE, THENCE 2.2
 QS0389'MILES EAST ALONG A WINDING DIRT ROAD, 20 YARDS (PACED) EAST OF
 QS0389'A CREEK, IN AN ELM THICKET, 39 FEET NORTH OF THE CENTER LINE OF
 QS0389'THE ROAD, 1.7 FEET EAST OF A REFERENCE POST, AND SET IN THE
 QS0389'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QS0389'NOTE-- THIS BENCH MARK IS 1.2 MILES WEST OF BENCH MARK V 332.
 QS0389
 QS0389                          STATION RECOVERY (1959)
 QS0389
 QS0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QS0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0453 ***********************************************************************
 OT0453  DESIGNATION -  U 333
 OT0453  PID         -  OT0453
 OT0453  STATE/COUNTY-  SD/FALL RIVER
 OT0453  COUNTRY     -  US
 OT0453  USGS QUAD   -  PROVO (2017)
 OT0453
 OT0453                         *CURRENT SURVEY CONTROL
 OT0453  ______________________________________________________________________
 OT0453* NAD 83(1986) POSITION- 43 11 59.     (N) 103 51 05.     (W)   SCALED
 OT0453* NAVD 88 ORTHO HEIGHT -  1118.168 (meters)     3668.52  (feet) POSTED
 OT0453  ______________________________________________________________________
 OT0453  GEOID HEIGHT    -        -15.210 (meters)                     GEOID18
 OT0453  DYNAMIC HEIGHT  -       1117.68  (meters)     3666.9   (feet) COMP
 OT0453  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 OT0453
 OT0453  VERT ORDER      -  * POSTED, SEE BELOW
 OT0453
 OT0453.The horizontal coordinates were scaled from a map and have
 OT0453.an estimated accuracy of +/- 6 seconds.
 OT0453
 OT0453.The orthometric height was determined by differential leveling
 OT0453.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0453
 OT0453.* This is a POSTED BENCH MARK height.
 OT0453
 OT0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0453.GEOID18 height accuracy estimate available here.
 OT0453
 OT0453.Click photographs - Photos may exist for this station.
 OT0453
 OT0453.The dynamic height is computed by dividing the NAVD 88
 OT0453.geopotential number by the normal gravity value computed on the
 OT0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0453.degrees latitude (g = 980.6199 gals.).
 OT0453
 OT0453.The modeled gravity was interpolated from observed gravity values.
 OT0453
 OT0453;                    North         East    Units  Estimated Accuracy
 OT0453;SPC SD S     -   102,300.      314,170.      MT  (+/- 180 meters Scaled)
 OT0453
 OT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH933836(NAD 83)
 OT0453
 OT0453                          SUPERSEDED SURVEY CONTROL
 OT0453
 OT0453  NGVD 29 (??/??/92) 1117.612  (m)         3666.70   (f) ADJ UNCH    1 2
 OT0453
 OT0453.Superseded values are not recommended for survey control.
 OT0453
 OT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0453.See file dsdata.pdf to determine how the superseded data were derived.
 OT0453
 OT0453_MARKER: DB = BENCH MARK DISK
 OT0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0453_STAMPING: U 333 1957
 OT0453_MARK LOGO: CGS
 OT0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0453+STABILITY: SURFACE MOTION
 OT0453
 OT0453  HISTORY     - Date     Condition        Report By
 OT0453  HISTORY     - 1957     MONUMENTED       CGS
 OT0453  HISTORY     - 1985     GOOD             NGS
 OT0453
 OT0453                          STATION DESCRIPTION
 OT0453
 OT0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0453'1 MI NW FROM PROVO.
 OT0453'ABOUT 1.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0453'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 11,
 OT0453'T. 10 S., R. 2 E., 218 FEET SOUTH-SOUTHWEST OF MILEPOST 468,
 OT0453'183 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 78 FEET WEST OF THE
 OT0453'WEST RAIL OF A SPUR TRACK LEADING TO IGLOO ORDANCE DEPOT, 96
 OT0453'FEET NORTHWEST OF A GATE IN THE SOUTHWEST RIGHT OF WAY FENCE
 OT0453'LINE, 4 FEET NORTHEAST OF THE FENCE, 2 FEET WEST OF A CONCRETE
 OT0453'WITNESS POST, ABOUT 4 FEET BELOW THE TOP OF THE RAIL AND IN THE
 OT0453'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 OT0453
 OT0453                          STATION RECOVERY (1985)
 OT0453
 OT0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0011 ***********************************************************************
 OU0011  DESIGNATION -  U 334
 OU0011  PID         -  OU0011
 OU0011  STATE/COUNTY-  SD/CUSTER
 OU0011  COUNTRY     -  US
 OU0011  USGS QUAD   -  DEWEY (2017)
 OU0011
 OU0011                         *CURRENT SURVEY CONTROL
 OU0011  ______________________________________________________________________
 OU0011* NAD 83(1986) POSITION- 43 32 11.     (N) 104 02 38.     (W)   SCALED
 OU0011* NAVD 88 ORTHO HEIGHT -  1129.456 (meters)     3705.56  (feet) ADJUSTED
 OU0011  ______________________________________________________________________
 OU0011  GEOID HEIGHT    -        -14.564 (meters)                     GEOID18
 OU0011  DYNAMIC HEIGHT  -       1128.989 (meters)     3704.02  (feet) COMP
 OU0011  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 OU0011
 OU0011  VERT ORDER      -  FIRST     CLASS II
 OU0011
 OU0011.The horizontal coordinates were scaled from a map and have
 OU0011.an estimated accuracy of +/- 6 seconds.
 OU0011
 OU0011.The orthometric height was determined by differential leveling and
 OU0011.adjusted by the NATIONAL GEODETIC SURVEY
 OU0011.in June 1991.
 OU0011
 OU0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0011.GEOID18 height accuracy estimate available here.
 OU0011
 OU0011.Click photographs - Photos may exist for this station.
 OU0011
 OU0011.The dynamic height is computed by dividing the NAVD 88
 OU0011.geopotential number by the normal gravity value computed on the
 OU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0011.degrees latitude (g = 980.6199 gals.).
 OU0011
 OU0011.The modeled gravity was interpolated from observed gravity values.
 OU0011
 OU0011;                    North         East    Units  Estimated Accuracy
 OU0011;SPC SD S     -   140,350.      300,210.      MT  (+/- 180 meters Scaled)
 OU0011
 OU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ772208(NAD 83)
 OU0011
 OU0011                          SUPERSEDED SURVEY CONTROL
 OU0011
 OU0011  NGVD 29 (??/??/92) 1128.882  (m)         3703.67   (f) ADJ UNCH    1 2
 OU0011
 OU0011.Superseded values are not recommended for survey control.
 OU0011
 OU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0011.See file dsdata.pdf to determine how the superseded data were derived.
 OU0011
 OU0011_MARKER: DB = BENCH MARK DISK
 OU0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0011_SP_SET: BRIDGE ABUTMENT
 OU0011_STAMPING: U 334 1957
 OU0011_MARK LOGO: CGS
 OU0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0011
 OU0011  HISTORY     - Date     Condition        Report By
 OU0011  HISTORY     - 1957     MONUMENTED       CGS
 OU0011
 OU0011                          STATION DESCRIPTION
 OU0011
 OU0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0011'20.1 MI NW FROM EDGEMONT.
 OU0011'ABOUT 20.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0011'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 7,
 OU0011'T. 6 S., R. 1 E., IN THE TOP OF THE NORTHEAST AND OF THE SOUTHEAST
 OU0011'ABUTMENT OF BRIDGE 496.30, 4.2 FEET NORTHEAST OF THE NORTHEAST
 OU0011'RAIL AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0442 ***********************************************************************
 OT0442  CBN         -  This is a Cooperative Base Network Control Station.
 OT0442  DESIGNATION -  U 335
 OT0442  PID         -  OT0442
 OT0442  STATE/COUNTY-  SD/FALL RIVER
 OT0442  COUNTRY     -  US
 OT0442  USGS QUAD   -  RUMFORD (2017)
 OT0442
 OT0442                         *CURRENT SURVEY CONTROL
 OT0442  ______________________________________________________________________
 OT0442* NAD 83(2011) POSITION- 43 07 55.41786(N) 103 42 15.52253(W)   ADJUSTED
 OT0442* NAD 83(2011) ELLIP HT-  1055.802 (meters)        (06/27/12)   ADJUSTED
 OT0442* NAD 83(2011) EPOCH   -  2010.00
 OT0442* NAVD 88 ORTHO HEIGHT -  1071.461 (meters)     3515.29  (feet) ADJUSTED
 OT0442  ______________________________________________________________________
 OT0442  GEOID HEIGHT    -        -15.671 (meters)                     GEOID18
 OT0442  NAD 83(2011) X  - -1,104,647.497 (meters)                     COMP
 OT0442  NAD 83(2011) Y  - -4,529,964.567 (meters)                     COMP
 OT0442  NAD 83(2011) Z  -  4,338,941.840 (meters)                     COMP
 OT0442  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 OT0442  DYNAMIC HEIGHT  -       1070.992 (meters)     3513.75  (feet) COMP
 OT0442  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 OT0442
 OT0442  VERT ORDER      -  FIRST     CLASS II
 OT0442
 OT0442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0442  Standards:
 OT0442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0442  -------------------------------------------------------------------
 OT0442  NETWORK    0.61   1.22           0.27   0.22   0.62     -0.01417914
 OT0442  -------------------------------------------------------------------
 OT0442  Click here for local accuracies and other accuracy information.
 OT0442
 OT0442.The horizontal coordinates were established by GPS observations
 OT0442.and adjusted by the National Geodetic Survey in June 2012.
 OT0442
 OT0442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0442.been affixed to the stable North American tectonic plate. See 
 OT0442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0442
 OT0442.The horizontal coordinates are valid at the epoch date displayed above
 OT0442.which is a decimal equivalence of Year/Month/Day.
 OT0442
 OT0442.The orthometric height was determined by differential leveling and
 OT0442.adjusted by the NATIONAL GEODETIC SURVEY
 OT0442.in June 1991.
 OT0442
 OT0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0442.GEOID18 height accuracy estimate available here.
 OT0442
 OT0442.Click photographs - Photos may exist for this station.
 OT0442
 OT0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0442
 OT0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0442
 OT0442.The ellipsoidal height was determined by GPS observations
 OT0442.and is referenced to NAD 83.
 OT0442
 OT0442.The dynamic height is computed by dividing the NAVD 88
 OT0442.geopotential number by the normal gravity value computed on the
 OT0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0442.degrees latitude (g = 980.6199 gals.).
 OT0442
 OT0442.The modeled gravity was interpolated from observed gravity values.
 OT0442
 OT0442. The following values were computed from the NAD 83(2011) position.
 OT0442
 OT0442;                    North         East     Units Scale Factor Converg.
 OT0442;SPC SD S     -    94,296.703   325,807.581   MT  0.99994267   -2 19 31.7
 OT0442;SPC SD S     -   309,371.77  1,068,920.37   sFT  0.99994267   -2 19 31.7
 OT0442;UTM  13      - 4,776,294.791   605,383.552   MT  0.99973662   +0 53 09.3
 OT0442
 OT0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0442!SPC SD S     -   0.99983446  x   0.99994267  =   0.99977713
 OT0442!UTM  13      -   0.99983446  x   0.99973662  =   0.99957112
 OT0442
 OT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0538376294(NAD 83)
 OT0442
 OT0442                          SUPERSEDED SURVEY CONTROL
 OT0442
 OT0442  NAD 83(2007)-  43 07 55.41772(N)    103 42 15.52364(W) AD(2002.00) 0
 OT0442  ELLIP H (02/10/07) 1055.831  (m)                       GP(2002.00)    
 OT0442  NAD 83(1993)-  43 07 55.41713(N)    103 42 15.52350(W) AD(       ) A
 OT0442  ELLIP H (06/23/03) 1055.818  (m)                       GP(       ) 3 1
 OT0442  NAVD 88            1071.46   (m)         3515.3    (f) LEVELING    3  
 OT0442  NGVD 29 (??/??/92) 1070.898  (m)         3513.44   (f) ADJ UNCH    1 2
 OT0442
 OT0442.Superseded values are not recommended for survey control.
 OT0442
 OT0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0442.See file dsdata.pdf to determine how the superseded data were derived.
 OT0442
 OT0442_MARKER: DB = BENCH MARK DISK
 OT0442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0442_STAMPING: U 335 1957
 OT0442_MARK LOGO: CGS
 OT0442_PROJECTION: FLUSH
 OT0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0442+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 OT0442_ROD/PIPE-DEPTH: 10.7 meters
 OT0442
 OT0442  HISTORY     - Date     Condition        Report By
 OT0442  HISTORY     - 1957     MONUMENTED       CGS
 OT0442  HISTORY     - 1985     GOOD             NGS
 OT0442  HISTORY     - 20020514 GOOD             SDDT
 OT0442  HISTORY     - 20060715 GOOD             JCLS
 OT0442
 OT0442                          STATION DESCRIPTION
 OT0442
 OT0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0442'8 MI SE FROM PROVO.
 OT0442'ABOUT 7.95 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0442'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 36,
 OT0442'T. 10 S., R. 2 E., 105 FEET SOUTHWEST AND ACROSS THE TRACK
 OT0442'FROM MILEPOST 459, 0.2 MILE NORTHWEST OF A EAST-WEST ROAD
 OT0442'CROSSING, 90 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET
 OT0442'NORTHEAST OF FENCE LINE, A DISK ON A 5/9-INCH COPPER COATED
 OT0442'ROAD THAT IS DRIVEN TO A DEPTH OF 35 FEET.  THE ROD IS ENCASED
 OT0442'IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
 OT0442
 OT0442                          STATION RECOVERY (1985)
 OT0442
 OT0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0442'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0442'MI) NORTH ALONG STATE ROUTE 71 FROM THE JUNCTION OF COUNTY ROADS 6412
 OT0442'WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI) NORTHWEST ALONG
 OT0442'STATE ROUTE 471, THENCE 0.32 KM (0.2 MI) NORTHWEST ALONG A RAILROAD
 OT0442'UTILITY ROAD ON THE NORTHEAST SIDE OF THE TRACKS, 27.4 METERS (90 FT)
 OT0442'SOUTHWEST OF THE SOUTHWEST RAIL, 32.0 METERS (105 FT) SOUTHWEST AND
 OT0442'ACROSS THE TRACKS FROM MILEPOLE 459, 2.1 METERS (7 FT) NORTHEAST OF A
 OT0442'FENCE AND 0.6 METER (2 FT) SOUTHEAST OF A WITNESS POST.
 OT0442'THE MARK IS 0.61 METERS  SE FROM  A WITNESS POST
 OT0442'THE MARK IS 0.6 M BELOW THE TRACKS.
 OT0442
 OT0442                          STATION RECOVERY (2002)
 OT0442
 OT0442'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0442'RECOVERED AS DESCRIBED
 OT0442'
 OT0442
 OT0442                          STATION RECOVERY (2006)
 OT0442
 OT0442'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 OT0442'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0326 ***********************************************************************
 OR0326  DESIGNATION -  U 336 RESET
 OR0326  PID         -  OR0326
 OR0326  STATE/COUNTY-  SD/CHARLES MIX
 OR0326  COUNTRY     -  US
 OR0326  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0326
 OR0326                         *CURRENT SURVEY CONTROL
 OR0326  ______________________________________________________________________
 OR0326* NAD 83(1986) POSITION- 43 08 22.     (N) 098 42 24.     (W)   SCALED
 OR0326* NAVD 88 ORTHO HEIGHT -   431.50  (meters)     1415.7   (feet) RESET
 OR0326  ______________________________________________________________________
 OR0326  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 OR0326  VERT ORDER      -  THIRD
 OR0326
 OR0326.The horizontal coordinates were scaled from a map and have
 OR0326.an estimated accuracy of +/- 6 seconds.
 OR0326
 OR0326.The orthometric height was computed from unverified reset data.
 OR0326
 OR0326.No vertical observational check was made to the station.
 OR0326
 OR0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0326.GEOID18 height accuracy estimate available here.
 OR0326
 OR0326.Click photographs - Photos may exist for this station.
 OR0326
 OR0326;                    North         East    Units  Estimated Accuracy
 OR0326;SPC SD S     -    90,850.      732,320.      MT  (+/- 180 meters Scaled)
 OR0326
 OR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN238763(NAD 83)
 OR0326
 OR0326                          SUPERSEDED SURVEY CONTROL
 OR0326
 OR0326  NGVD 29 (04/17/07)  431.18   (m)         1414.6    (f) RESET       3  
 OR0326
 OR0326.Superseded values are not recommended for survey control.
 OR0326
 OR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0326.See file dsdata.pdf to determine how the superseded data were derived.
 OR0326
 OR0326_MARKER: DV = VERTICAL CONTROL DISK
 OR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0326_STAMPING: U 336 RESET 1974
 OR0326_MARK LOGO: NGS
 OR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0326+STABILITY: SURFACE MOTION
 OR0326
 OR0326  HISTORY     - Date     Condition        Report By
 OR0326  HISTORY     - 1974     MONUMENTED       NGS
 OR0326
 OR0326                          STATION DESCRIPTION
 OR0326
 OR0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OR0326'8.4 MI S FROM GEDDES.
 OR0326'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 50 AND THE ROAD
 OR0326'LEADING EAST 1/2 MILE TO GEDDES, GO SOUTH ON HIGHWAY 50 FOR 6.0
 OR0326'MILES TO WHERE IT MAKES A LONG CURVE TO THE EAST, AND A JUNCTION
 OR0326'WITH A GRAVELED ROAD LEADING SOUTH, GO SOUTH ON THE GRAVELED
 OR0326'ROAD 2.4 MILES TO A LARGE CONCRETE BRIDGE OVER A CREEK, AND THE
 OR0326'MARK ON THE LEFT, ALONG A FARM TRACK ROAD LEADING EAST FROM THE
 OR0326'SOUTH END OF THE BRIDGE, 111 FEET EAST OF THE CENTER OF THE
 OR0326'GRAVELED ROAD, 23 FEET NORTH OF THE TRACK ROAD, 1-FOOT SOUTH OF
 OR0326'A FENCE, 1.5 FEET WEST OF A META WITNESS POST, AND SET IN THE
 OR0326'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  THE
 OR0326'MARK SHOULD BE USED WITH CAUTION AS BENCH MARK U 336 1949 FROM
 OR0326'WHICH IT WAS SET WAS IN AN UNSTABLE CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0084 ***********************************************************************
 NN0084  DESIGNATION -  U 337
 NN0084  PID         -  NN0084
 NN0084  STATE/COUNTY-  SD/BON HOMME
 NN0084  COUNTRY     -  US
 NN0084  USGS QUAD   -  NIOBRARA (2017)
 NN0084
 NN0084                         *CURRENT SURVEY CONTROL
 NN0084  ______________________________________________________________________
 NN0084* NAD 83(1986) POSITION- 42 48 28.     (N) 098 00 39.     (W)   SCALED
 NN0084* NAVD 88 ORTHO HEIGHT -   451.484 (meters)     1481.24  (feet) ADJUSTED
 NN0084  ______________________________________________________________________
 NN0084  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 NN0084  DYNAMIC HEIGHT  -        451.335 (meters)     1480.75  (feet) COMP
 NN0084  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 NN0084
 NN0084  VERT ORDER      -  SECOND    CLASS 0
 NN0084
 NN0084.The horizontal coordinates were scaled from a map and have
 NN0084.an estimated accuracy of +/- 6 seconds.
 NN0084
 NN0084.The orthometric height was determined by differential leveling and
 NN0084.adjusted by the NATIONAL GEODETIC SURVEY
 NN0084.in June 1991.
 NN0084
 NN0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0084.GEOID18 height accuracy estimate available here.
 NN0084
 NN0084.Click photographs - Photos may exist for this station.
 NN0084
 NN0084.The dynamic height is computed by dividing the NAVD 88
 NN0084.geopotential number by the normal gravity value computed on the
 NN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0084.degrees latitude (g = 980.6199 gals.).
 NN0084
 NN0084.The modeled gravity was interpolated from observed gravity values.
 NN0084
 NN0084;                    North         East    Units  Estimated Accuracy
 NN0084;SPC SD S     -    55,360.      789,950.      MT  (+/- 180 meters Scaled)
 NN0084
 NN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN808399(NAD 83)
 NN0084
 NN0084                          SUPERSEDED SURVEY CONTROL
 NN0084
 NN0084  NGVD 29 (??/??/92)  451.258  (m)         1480.50   (f) ADJ UNCH    2 0
 NN0084
 NN0084.Superseded values are not recommended for survey control.
 NN0084
 NN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0084.See file dsdata.pdf to determine how the superseded data were derived.
 NN0084
 NN0084_MARKER: DB = BENCH MARK DISK
 NN0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0084_STAMPING: U 337 1949
 NN0084_MARK LOGO: CGS
 NN0084_PROJECTION: FLUSH
 NN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0084+STABILITY: SURFACE MOTION
 NN0084
 NN0084  HISTORY     - Date     Condition        Report By
 NN0084  HISTORY     - 1949     MONUMENTED       CGS
 NN0084
 NN0084                          STATION DESCRIPTION
 NN0084
 NN0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0084'3.7 MI NW FROM RUNNING WATER.
 NN0084'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0084'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0084'1.0 MILE NORTH ALONG A GRAVEL ROAD, AT A T-JUNCTION OF ROADS,
 NN0084'95.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 42.0
 NN0084'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 5.7 FEET
 NN0084'NORTH OF THE NORTHWEST CORNER OF A SCHOOLHOUSE AND IN LINE WITH THE
 NN0084'WEST SIDE OF THE BUILDING, 28.6 FEET WEST OF THE NORTHEAST CORNER
 NN0084'OF THE SCHOOL BUILDING, SET IN THE TOP OF A CONCRETE POST AND
 NN0084'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0186 ***********************************************************************
 OR0186  DESIGNATION -  U 338
 OR0186  PID         -  OR0186
 OR0186  STATE/COUNTY-  SD/GREGORY
 OR0186  COUNTRY     -  US
 OR0186  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0186
 OR0186                         *CURRENT SURVEY CONTROL
 OR0186  ______________________________________________________________________
 OR0186* NAD 83(1986) POSITION- 43 11 20.     (N) 098 54 33.     (W)   SCALED
 OR0186* NAVD 88 ORTHO HEIGHT -   413.843 (meters)     1357.75  (feet) ADJUSTED
 OR0186  ______________________________________________________________________
 OR0186  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 OR0186  DYNAMIC HEIGHT  -        413.703 (meters)     1357.29  (feet) COMP
 OR0186  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 OR0186
 OR0186  VERT ORDER      -  FIRST     CLASS II
 OR0186
 OR0186.The horizontal coordinates were scaled from a map and have
 OR0186.an estimated accuracy of +/- 6 seconds.
 OR0186
 OR0186.The orthometric height was determined by differential leveling and
 OR0186.adjusted by the NATIONAL GEODETIC SURVEY
 OR0186.in June 1991.
 OR0186
 OR0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0186.GEOID18 height accuracy estimate available here.
 OR0186
 OR0186.Click photographs - Photos may exist for this station.
 OR0186
 OR0186.The dynamic height is computed by dividing the NAVD 88
 OR0186.geopotential number by the normal gravity value computed on the
 OR0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0186.degrees latitude (g = 980.6199 gals.).
 OR0186
 OR0186.The modeled gravity was interpolated from observed gravity values.
 OR0186
 OR0186;                    North         East    Units  Estimated Accuracy
 OR0186;SPC SD S     -    96,040.      715,760.      MT  (+/- 180 meters Scaled)
 OR0186
 OR0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN073817(NAD 83)
 OR0186
 OR0186                          SUPERSEDED SURVEY CONTROL
 OR0186
 OR0186  NGVD 29 (??/??/92)  413.518  (m)         1356.68   (f) ADJ UNCH    1 2
 OR0186
 OR0186.Superseded values are not recommended for survey control.
 OR0186
 OR0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0186.See file dsdata.pdf to determine how the superseded data were derived.
 OR0186
 OR0186_MARKER: DB = BENCH MARK DISK
 OR0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0186_STAMPING: U 338 1949
 OR0186_MARK LOGO: CGS
 OR0186_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0186+STABILITY: SURFACE MOTION
 OR0186
 OR0186  HISTORY     - Date     Condition        Report By
 OR0186  HISTORY     - 1949     MONUMENTED       CGS
 OR0186  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0186
 OR0186                          STATION DESCRIPTION
 OR0186
 OR0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0186'12.9 MI N FROM BONESTEEL.
 OR0186'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0186'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0
 OR0186'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES EASTERLY ALONG
 OR0186'A GRAVEL ROAD, THENCE 6.0 MILES NORTHEAST ALONG A GRAVEL ROAD,
 OR0186'THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.1 MILES
 OR0186'WESTERLY ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH
 OR0186'TANGENTS LEADING NORTHEAST AND WEST, 0.2 MILE EAST OF A PRIVATE
 OR0186'DRIVE LEADING SOUTH TO A FARMHOUSE, 20.0 FEET SOUTH OF THE CENTER
 OR0186'LINE OF THE ROAD, 0.9 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A
 OR0186'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0186'0.2 FOOT ABOVE THE GROUND.
 OR0186
 OR0186                          STATION RECOVERY (2013)
 OR0186
 OR0186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0450 ***********************************************************************
 PR0450  DESIGNATION -  U 341 RESET
 PR0450  PID         -  PR0450
 PR0450  STATE/COUNTY-  SD/HAMLIN
 PR0450  COUNTRY     -  US
 PR0450  USGS QUAD   -  CASTLEWOOD (2017)
 PR0450
 PR0450                         *CURRENT SURVEY CONTROL
 PR0450  ______________________________________________________________________
 PR0450* NAD 83(1986) POSITION- 44 43 55.     (N) 097 01 37.     (W)   SCALED
 PR0450* NAVD 88 ORTHO HEIGHT -   517.05  (meters)     1696.4   (feet) RESET
 PR0450  ______________________________________________________________________
 PR0450  GEOID HEIGHT    -        -24.994 (meters)                     GEOID18
 PR0450  VERT ORDER      -  THIRD
 PR0450
 PR0450.The horizontal coordinates were scaled from a map and have
 PR0450.an estimated accuracy of +/- 6 seconds.
 PR0450
 PR0450.The orthometric height was computed from unverified reset data.
 PR0450
 PR0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0450.GEOID18 height accuracy estimate available here.
 PR0450
 PR0450.Click photographs - Photos may exist for this station.
 PR0450
 PR0450;                    North         East    Units  Estimated Accuracy
 PR0450;SPC SD N     -   104,180.      835,440.      MT  (+/- 180 meters Scaled)
 PR0450
 PR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ562550(NAD 83)
 PR0450
 PR0450                          SUPERSEDED SURVEY CONTROL
 PR0450
 PR0450.No superseded survey control is available for this station.
 PR0450
 PR0450_MARKER: DB = BENCH MARK DISK
 PR0450_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0450_SP_SET: BOX CULVERT HEADWALL
 PR0450_STAMPING: U 341 RESET 1957
 PR0450_MARK LOGO: CGS
 PR0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0450+STABILITY: SURFACE MOTION
 PR0450
 PR0450  HISTORY     - Date     Condition        Report By
 PR0450  HISTORY     - 1957     MONUMENTED       SDHD
 PR0450
 PR0450                          STATION DESCRIPTION
 PR0450
 PR0450'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1957
 PR0450'0.4 MI N FROM CASTLEWOOD.
 PR0450'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0450'CASTLEWOOD, AT AN INTERSECTION WITH STATE HIGHWAY 22, 138
 PR0450'FEET WEST OF SECTION CORNER, AND IN THE NORTH HEADWALL
 PR0450'OF A CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1084 ***********************************************************************
 NM1084  DESIGNATION -  U 342
 NM1084  PID         -  NM1084
 NM1084  STATE/COUNTY-  SD/YANKTON
 NM1084  COUNTRY     -  US
 NM1084  USGS QUAD   -  MISSION HILL (2017)
 NM1084
 NM1084                         *CURRENT SURVEY CONTROL
 NM1084  ______________________________________________________________________
 NM1084* NAD 83(1986) POSITION- 42 52 46.     (N) 097 18 03.     (W)   SCALED
 NM1084* NAVD 88 ORTHO HEIGHT -   356.591 (meters)     1169.92  (feet) ADJUSTED
 NM1084  ______________________________________________________________________
 NM1084  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 NM1084  DYNAMIC HEIGHT  -        356.489 (meters)     1169.58  (feet) COMP
 NM1084  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 NM1084
 NM1084  VERT ORDER      -  SECOND    CLASS 0
 NM1084
 NM1084.The horizontal coordinates were scaled from a map and have
 NM1084.an estimated accuracy of +/- 6 seconds.
 NM1084
 NM1084.The orthometric height was determined by differential leveling and
 NM1084.adjusted by the NATIONAL GEODETIC SURVEY
 NM1084.in June 1991.
 NM1084
 NM1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1084.GEOID18 height accuracy estimate available here.
 NM1084
 NM1084.Click photographs - Photos may exist for this station.
 NM1084
 NM1084.The dynamic height is computed by dividing the NAVD 88
 NM1084.geopotential number by the normal gravity value computed on the
 NM1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1084.degrees latitude (g = 980.6199 gals.).
 NM1084
 NM1084.The modeled gravity was interpolated from observed gravity values.
 NM1084
 NM1084;                    North         East    Units  Estimated Accuracy
 NM1084;SPC SD S     -    65,190.      847,700.      MT  (+/- 180 meters Scaled)
 NM1084
 NM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN387488(NAD 83)
 NM1084
 NM1084                          SUPERSEDED SURVEY CONTROL
 NM1084
 NM1084  NGVD 29 (??/??/92)  356.393  (m)         1169.27   (f) ADJ UNCH    2 0
 NM1084
 NM1084.Superseded values are not recommended for survey control.
 NM1084
 NM1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1084.See file dsdata.pdf to determine how the superseded data were derived.
 NM1084
 NM1084_MARKER: DB = BENCH MARK DISK
 NM1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1084_STAMPING: U 342 1949
 NM1084_MARK LOGO: CGS
 NM1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1084+STABILITY: SURFACE MOTION
 NM1084
 NM1084  HISTORY     - Date     Condition        Report By
 NM1084  HISTORY     - 1949     MONUMENTED       CGS
 NM1084
 NM1084                          STATION DESCRIPTION
 NM1084
 NM1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1084'4.8 MI E FROM YANKTON.
 NM1084'4.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1084'YANKTON, AT THE FARM HOME OF MRS. TONEY KROVIVG AND OCCUPIED
 NM1084'BY TOM BRENNAN, 85 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NM1084'47.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 34.0
 NM1084'FEET SOUTH OF A FENCE CORNER POST, 17 FEET EAST OF THE CENTER
 NM1084'LINE OF THE DRIVE-WAY, 0.6 FOOT WEST OF A FENCE, 1.4 FEET NORTH
 NM1084'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM1084'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1033 ***********************************************************************
 NM1033  DESIGNATION -  U 343
 NM1033  PID         -  NM1033
 NM1033  STATE/COUNTY-  SD/CLAY
 NM1033  COUNTRY     -  US
 NM1033  USGS QUAD   -  MECKLING (2017)
 NM1033
 NM1033                         *CURRENT SURVEY CONTROL
 NM1033  ______________________________________________________________________
 NM1033* NAD 83(1986) POSITION- 42 50 26.     (N) 097 07 17.     (W)   SCALED
 NM1033* NAVD 88 ORTHO HEIGHT -   353.092 (meters)     1158.44  (feet) ADJUSTED
 NM1033  ______________________________________________________________________
 NM1033  GEOID HEIGHT    -        -25.580 (meters)                     GEOID18
 NM1033  DYNAMIC HEIGHT  -        352.990 (meters)     1158.10  (feet) COMP
 NM1033  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 NM1033
 NM1033  VERT ORDER      -  SECOND    CLASS 0
 NM1033
 NM1033.The horizontal coordinates were scaled from a map and have
 NM1033.an estimated accuracy of +/- 6 seconds.
 NM1033
 NM1033.The orthometric height was determined by differential leveling and
 NM1033.adjusted by the NATIONAL GEODETIC SURVEY
 NM1033.in June 1991.
 NM1033
 NM1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1033.GEOID18 height accuracy estimate available here.
 NM1033
 NM1033.Click photographs - Photos may exist for this station.
 NM1033
 NM1033.The dynamic height is computed by dividing the NAVD 88
 NM1033.geopotential number by the normal gravity value computed on the
 NM1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1033.degrees latitude (g = 980.6199 gals.).
 NM1033
 NM1033.The modeled gravity was interpolated from observed gravity values.
 NM1033
 NM1033;                    North         East    Units  Estimated Accuracy
 NM1033;SPC SD S     -    61,430.      862,520.      MT  (+/- 180 meters Scaled)
 NM1033
 NM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN535448(NAD 83)
 NM1033
 NM1033                          SUPERSEDED SURVEY CONTROL
 NM1033
 NM1033  NGVD 29 (??/??/92)  352.882  (m)         1157.75   (f) ADJ UNCH    2 0
 NM1033
 NM1033.Superseded values are not recommended for survey control.
 NM1033
 NM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1033.See file dsdata.pdf to determine how the superseded data were derived.
 NM1033
 NM1033_MARKER: DB = BENCH MARK DISK
 NM1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1033_STAMPING: U 343 1949
 NM1033_MARK LOGO: CGS
 NM1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1033+STABILITY: SURFACE MOTION
 NM1033
 NM1033  HISTORY     - Date     Condition        Report By
 NM1033  HISTORY     - 1949     MONUMENTED       CGS
 NM1033
 NM1033                          STATION DESCRIPTION
 NM1033
 NM1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1033'3 MI W FROM MECKLING.
 NM1033'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1033'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1033'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1033'SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF AXEL M. JENSEN,
 NM1033'65.0 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 39 FEET
 NM1033'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET SOUTH
 NM1033'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4.0 FEET SOUTH OF A
 NM1033'FENCE CORNER POST, 1.0 FOOT EAST OF A FENCE, 2.0 FEET EAST OF A
 NM1033'REFERENCE POST, AND SET IN THE TOP OF A 5.6-FOOT CONCRETE POST
 NM1033'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0346 ***********************************************************************
 PR0346  DESIGNATION -  U 344 RESET
 PR0346  PID         -  PR0346
 PR0346  STATE/COUNTY-  SD/DEUEL
 PR0346  COUNTRY     -  US
 PR0346  USGS QUAD   -  ESTELLINE SE (2017)
 PR0346
 PR0346                         *CURRENT SURVEY CONTROL
 PR0346  ______________________________________________________________________
 PR0346* NAD 83(1986) POSITION- 44 34 22.     (N) 096 46 16.     (W)   SCALED
 PR0346* NAVD 88 ORTHO HEIGHT -   545.769 (meters)     1790.58  (feet) ADJUSTED
 PR0346  ______________________________________________________________________
 PR0346  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 PR0346  DYNAMIC HEIGHT  -        545.680 (meters)     1790.29  (feet) COMP
 PR0346  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 PR0346
 PR0346  VERT ORDER      -  FIRST     CLASS II
 PR0346
 PR0346.The horizontal coordinates were scaled from a map and have
 PR0346.an estimated accuracy of +/- 6 seconds.
 PR0346
 PR0346.The orthometric height was determined by differential leveling and
 PR0346.adjusted by the NATIONAL GEODETIC SURVEY
 PR0346.in October 1997.
 PR0346
 PR0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0346.GEOID18 height accuracy estimate available here.
 PR0346
 PR0346.Click photographs - Photos may exist for this station.
 PR0346
 PR0346.The dynamic height is computed by dividing the NAVD 88
 PR0346.geopotential number by the normal gravity value computed on the
 PR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0346.degrees latitude (g = 980.6199 gals.).
 PR0346
 PR0346.The modeled gravity was interpolated from observed gravity values.
 PR0346
 PR0346;                    North         East    Units  Estimated Accuracy
 PR0346;SPC SD N     -    87,280.      856,400.      MT  (+/- 180 meters Scaled)
 PR0346
 PR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ769379(NAD 83)
 PR0346
 PR0346                          SUPERSEDED SURVEY CONTROL
 PR0346
 PR0346  NAVD 88 (06/15/91)  545.780  (m)         1790.61   (f) SUPERSEDED  1 2
 PR0346
 PR0346.Superseded values are not recommended for survey control.
 PR0346
 PR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0346.See file dsdata.pdf to determine how the superseded data were derived.
 PR0346
 PR0346_MARKER: DB = BENCH MARK DISK
 PR0346_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0346_STAMPING: U 344 RESET 1969
 PR0346_MARK LOGO: CGS
 PR0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0346+STABILITY: SURFACE MOTION
 PR0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0346+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1990
 PR0346
 PR0346  HISTORY     - Date     Condition        Report By
 PR0346  HISTORY     - 1969     MONUMENTED       SDHD
 PR0346  HISTORY     - 19900703 GOOD             NGS
 PR0346
 PR0346                          STATION DESCRIPTION
 PR0346
 PR0346'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1969
 PR0346'6 MI W FROM TORONTO.
 PR0346'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO,
 PR0346'ROCK ISLAND AND PACIFIC RAILROAD STATION AT TORONTO, THENCE 3.85
 PR0346'MILES WEST ALONG U.S. HIGHWAY 77, ABOUT 0.5 MILE WEST OF A SCHOOL
 PR0346'HOUSE, 1270 FEET WEST OF THE CENTER LINE OF CONNECTORS AND 52
 PR0346'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 77, 18 FEET WEST OF THE
 PR0346'CENTER OF A 6-POST PANEL, SET IN THE TOP OF CONCRETE ABOUT 0.2
 PR0346'FEET ABOVE THE GROUND.
 PR0346
 PR0346                          STATION RECOVERY (1990)
 PR0346
 PR0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0346'10.5 KM (6.5 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 PR0346'MAIN STREET IN ESTELLINE, 0.65 KM (0.40 MI) WEST OF THE INTERSECTION
 PR0346'OF INTERSTATE HIGHWAY 29 (EXIT 150), 15.8 M (51.8 FT) SOUTH OF THE
 PR0346'CENTERLINE OF THE HIGHWAY, 7.6 M (24.9 FT)  EAST OF A UTILITY POLE
 PR0346'WITH A GUY WIRE, 0.8 M (2.6 FT) WEST-SOUTHWEST OF THE MOST WESTERLY
 PR0346'OF 5 FENCE BRACE POSTS, 0.45 M (1.48 FT) SOUTH OF A FENCE, 0.3 M
 PR0346'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A
 PR0346'WITNESS POST, AND THE MONUMENT IS 0.03 M (0.10 FT) BELOW THE GROUND
 PR0346'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0431 ***********************************************************************
 PS0431  DESIGNATION -  U 349
 PS0431  PID         -  PS0431
 PS0431  STATE/COUNTY-  SD/HUGHES
 PS0431  COUNTRY     -  US
 PS0431  USGS QUAD   -  DE GREY (2017)
 PS0431
 PS0431                         *CURRENT SURVEY CONTROL
 PS0431  ______________________________________________________________________
 PS0431* NAD 83(1986) POSITION- 44 15 29.     (N) 099 53 12.     (W)   SCALED
 PS0431* NAVD 88 ORTHO HEIGHT -   434.375 (meters)     1425.11  (feet) ADJUSTED
 PS0431  ______________________________________________________________________
 PS0431  GEOID HEIGHT    -        -23.973 (meters)                     GEOID18
 PS0431  DYNAMIC HEIGHT  -        434.287 (meters)     1424.82  (feet) COMP
 PS0431  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 PS0431
 PS0431  VERT ORDER      -  FIRST     CLASS II
 PS0431
 PS0431.The horizontal coordinates were scaled from a map and have
 PS0431.an estimated accuracy of +/- 6 seconds.
 PS0431
 PS0431.The orthometric height was determined by differential leveling and
 PS0431.adjusted by the NATIONAL GEODETIC SURVEY
 PS0431.in June 1991.
 PS0431
 PS0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0431.GEOID18 height accuracy estimate available here.
 PS0431
 PS0431.Click photographs - Photos may exist for this station.
 PS0431
 PS0431.The dynamic height is computed by dividing the NAVD 88
 PS0431.geopotential number by the normal gravity value computed on the
 PS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0431.degrees latitude (g = 980.6199 gals.).
 PS0431
 PS0431.The modeled gravity was interpolated from observed gravity values.
 PS0431
 PS0431;                    North         East    Units  Estimated Accuracy
 PS0431;SPC SD S     -   213,920.      635,670.      MT  (+/- 180 meters Scaled)
 PS0431
 PS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ292009(NAD 83)
 PS0431
 PS0431                          SUPERSEDED SURVEY CONTROL
 PS0431
 PS0431  NGVD 29 (??/??/92)  434.040  (m)         1424.01   (f) ADJ UNCH    1 2
 PS0431
 PS0431.Superseded values are not recommended for survey control.
 PS0431
 PS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0431.See file dsdata.pdf to determine how the superseded data were derived.
 PS0431
 PS0431_MARKER: DB = BENCH MARK DISK
 PS0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0431_STAMPING: U 349 1949
 PS0431_MARK LOGO: CGS
 PS0431_PROJECTION: PROJECTING 6 CENTIMETERS
 PS0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0431+STABILITY: SURFACE MOTION
 PS0431
 PS0431  HISTORY     - Date     Condition        Report By
 PS0431  HISTORY     - 1949     MONUMENTED       CGS
 PS0431  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0431
 PS0431                          STATION DESCRIPTION
 PS0431
 PS0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0431'2.4 MI SE FROM DE GREY.
 PS0431'0.35 MILE EAST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0431'AT DE GREY, THENCE 2.1 MILES SOUTHEAST ALONG A DIRT ROAD,
 PS0431'JUST SOUTH OF A GROUP OF BUILDINGS, 217 FEET SOUTH OF THE SOUTH
 PS0431'FACE OF A STEEL STORAGE BIN, 19 FEET WEST OF THE CENTER LINE
 PS0431'OF THE ROAD, 1.6 FEET NORTH OF A FENCE, AT A GATE, SET IN THE
 PS0431'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 PS0431'FOOT ABOVE THE GROUND.
 PS0431
 PS0431                          STATION RECOVERY (1973)
 PS0431
 PS0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0431'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0640 ***********************************************************************
 PU0640  DESIGNATION -  U 355
 PU0640  PID         -  PU0640
 PU0640  STATE/COUNTY-  SD/PENNINGTON
 PU0640  COUNTRY     -  US
 PU0640  USGS QUAD   -  OWANKA NW (2017)
 PU0640
 PU0640                         *CURRENT SURVEY CONTROL
 PU0640  ______________________________________________________________________
 PU0640* NAD 83(1986) POSITION- 44 07 30.     (N) 102 37 41.     (W)   SCALED
 PU0640* NAVD 88 ORTHO HEIGHT -   904.568 (meters)     2967.74  (feet) ADJUSTED
 PU0640  ______________________________________________________________________
 PU0640  GEOID HEIGHT    -        -18.055 (meters)                     GEOID18
 PU0640  DYNAMIC HEIGHT  -        904.289 (meters)     2966.82  (feet) COMP
 PU0640  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 PU0640
 PU0640  VERT ORDER      -  SECOND    CLASS 0
 PU0640
 PU0640.The horizontal coordinates were scaled from a map and have
 PU0640.an estimated accuracy of +/- 6 seconds.
 PU0640
 PU0640.The orthometric height was determined by differential leveling and
 PU0640.adjusted by the NATIONAL GEODETIC SURVEY
 PU0640.in June 1991.
 PU0640
 PU0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0640.GEOID18 height accuracy estimate available here.
 PU0640
 PU0640.Click photographs - Photos may exist for this station.
 PU0640
 PU0640.The dynamic height is computed by dividing the NAVD 88
 PU0640.geopotential number by the normal gravity value computed on the
 PU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0640.degrees latitude (g = 980.6199 gals.).
 PU0640
 PU0640.The modeled gravity was interpolated from observed gravity values.
 PU0640
 PU0640;                    North         East    Units  Estimated Accuracy
 PU0640;SPC SD S     -   201,580.      416,370.      MT  (+/- 180 meters Scaled)
 PU0640
 PU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ897884(NAD 83)
 PU0640
 PU0640                          SUPERSEDED SURVEY CONTROL
 PU0640
 PU0640  NGVD 29 (??/??/92)  904.094  (m)         2966.18   (f) ADJ UNCH    2 0
 PU0640
 PU0640.Superseded values are not recommended for survey control.
 PU0640
 PU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0640.See file dsdata.pdf to determine how the superseded data were derived.
 PU0640
 PU0640_MARKER: DB = BENCH MARK DISK
 PU0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0640_STAMPING: U 355 1961
 PU0640_MARK LOGO: CGS
 PU0640_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0640+STABILITY: SURFACE MOTION
 PU0640
 PU0640  HISTORY     - Date     Condition        Report By
 PU0640  HISTORY     - 1961     MONUMENTED       CGS
 PU0640
 PU0640                          STATION DESCRIPTION
 PU0640
 PU0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0640'2.5 MI NW FROM WICKSVILLE.
 PU0640'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0640'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0640'THENCE NORTH ALONG SURFACED ROAD FOR 2.0 MILES, 72 FEET EAST OF THE
 PU0640'CENTER OF THE SURFACED ROAD, 81 FEET SOUTH OF THE CENTER OF A
 PU0640'DRIVEWAY LEADING TO A FARM HOUSE, 1.0 FOOT WEST OF A WITNESS
 PU0640'POST, AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 PU0640'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1589 ***********************************************************************
 PU1589  DESIGNATION -  U 358
 PU1589  PID         -  PU1589
 PU1589  STATE/COUNTY-  SD/LAWRENCE
 PU1589  COUNTRY     -  US
 PU1589  USGS QUAD   -  SPEARFISH (2017)
 PU1589
 PU1589                         *CURRENT SURVEY CONTROL
 PU1589  ______________________________________________________________________
 PU1589* NAD 83(1986) POSITION- 44 29 25.     (N) 103 51 54.     (W)   SCALED
 PU1589* NAVD 88 ORTHO HEIGHT -  1107.422 (meters)     3633.27  (feet) ADJUSTED
 PU1589  ______________________________________________________________________
 PU1589  GEOID HEIGHT    -        -14.526 (meters)                     GEOID18
 PU1589  DYNAMIC HEIGHT  -       1107.047 (meters)     3632.04  (feet) COMP
 PU1589  MODELED GRAVITY -    980,240.9   (mgal)                       NAVD 88
 PU1589
 PU1589  VERT ORDER      -  SECOND    CLASS 0
 PU1589
 PU1589.The horizontal coordinates were scaled from a map and have
 PU1589.an estimated accuracy of +/- 6 seconds.
 PU1589
 PU1589.The orthometric height was determined by differential leveling and
 PU1589.adjusted by the NATIONAL GEODETIC SURVEY
 PU1589.in June 1991.
 PU1589
 PU1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1589.GEOID18 height accuracy estimate available here.
 PU1589
 PU1589.Click photographs - Photos may exist for this station.
 PU1589
 PU1589.The dynamic height is computed by dividing the NAVD 88
 PU1589.geopotential number by the normal gravity value computed on the
 PU1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1589.degrees latitude (g = 980.6199 gals.).
 PU1589
 PU1589.The modeled gravity was interpolated from observed gravity values.
 PU1589
 PU1589;                    North         East    Units  Estimated Accuracy
 PU1589;SPC SD N     -    80,340.      292,690.      MT  (+/- 180 meters Scaled)
 PU1589
 PU1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK902269(NAD 83)
 PU1589
 PU1589                          SUPERSEDED SURVEY CONTROL
 PU1589
 PU1589  NGVD 29 (??/??/92) 1106.869  (m)         3631.45   (f) ADJ UNCH    2 0
 PU1589
 PU1589.Superseded values are not recommended for survey control.
 PU1589
 PU1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1589.See file dsdata.pdf to determine how the superseded data were derived.
 PU1589
 PU1589_MARKER: DB = BENCH MARK DISK
 PU1589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1589_SP_SET: BRIDGE CURB
 PU1589_STAMPING: U 358 1962
 PU1589_MARK LOGO: CGS
 PU1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1589
 PU1589  HISTORY     - Date     Condition        Report By
 PU1589  HISTORY     - 1962     MONUMENTED       CGS
 PU1589  HISTORY     - 19910815 MARK NOT FOUND   NGS
 PU1589
 PU1589                          STATION DESCRIPTION
 PU1589
 PU1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1589'0.4 MI NW FROM SPEARFISH.
 PU1589'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1589'SPEARFISH, THENCE 0.25 MILE WEST ALONG OLD HIGHWAY 85 AND AT
 PU1589'THE BRIDGE OVER SPEARFISH CREEK, SET IN TOP AND AT THE WEST END
 PU1589'OF THE NORTH CONCRETE CURB, 12 FEET NORTH OF THE CENTERLINE OF THE
 PU1589'HIGHWAY, 2 FEET EAST OF THE WEST END OF THE CURB AND ABOUT 0.5
 PU1589'FOOT ABOVE THE HIGHWAY, DRILLED IN HORIZONTAL.
 PU1589
 PU1589                          STATION RECOVERY (1991)
 PU1589
 PU1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1589'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0038 ***********************************************************************
 PV0038  DESIGNATION -  U 359
 PV0038  PID         -  PV0038
 PV0038  STATE/COUNTY-  SD/BUTTE
 PV0038  COUNTRY     -  US
 PV0038  USGS QUAD   -  SLAUGHTER RESERVOIR (2017)
 PV0038
 PV0038                         *CURRENT SURVEY CONTROL
 PV0038  ______________________________________________________________________
 PV0038* NAD 83(1986) POSITION- 44 38 15.     (N) 104 00 24.     (W)   SCALED
 PV0038* NAVD 88 ORTHO HEIGHT -  1002.237 (meters)     3288.17  (feet) ADJUSTED
 PV0038  ______________________________________________________________________
 PV0038  GEOID HEIGHT    -        -14.882 (meters)                     GEOID18
 PV0038  DYNAMIC HEIGHT  -       1001.941 (meters)     3287.20  (feet) COMP
 PV0038  MODELED GRAVITY -    980,288.1   (mgal)                       NAVD 88
 PV0038
 PV0038  VERT ORDER      -  SECOND    CLASS 0
 PV0038
 PV0038.The horizontal coordinates were scaled from a map and have
 PV0038.an estimated accuracy of +/- 6 seconds.
 PV0038
 PV0038.The orthometric height was determined by differential leveling and
 PV0038.adjusted by the NATIONAL GEODETIC SURVEY
 PV0038.in June 1991.
 PV0038
 PV0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0038.GEOID18 height accuracy estimate available here.
 PV0038
 PV0038.Click photographs - Photos may exist for this station.
 PV0038
 PV0038.The dynamic height is computed by dividing the NAVD 88
 PV0038.geopotential number by the normal gravity value computed on the
 PV0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0038.degrees latitude (g = 980.6199 gals.).
 PV0038
 PV0038.The modeled gravity was interpolated from observed gravity values.
 PV0038
 PV0038;                    North         East    Units  Estimated Accuracy
 PV0038;SPC SD N     -    97,230.      282,240.      MT  (+/- 180 meters Scaled)
 PV0038
 PV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK787431(NAD 83)
 PV0038
 PV0038                          SUPERSEDED SURVEY CONTROL
 PV0038
 PV0038  NGVD 29 (??/??/92) 1001.725  (m)         3286.49   (f) ADJ UNCH    2 0
 PV0038
 PV0038.Superseded values are not recommended for survey control.
 PV0038
 PV0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0038.See file dsdata.pdf to determine how the superseded data were derived.
 PV0038
 PV0038_MARKER: DB = BENCH MARK DISK
 PV0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0038_STAMPING: U 359 1962
 PV0038_MARK LOGO: CGS
 PV0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0038+STABILITY: SURFACE MOTION
 PV0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0038+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2010
 PV0038
 PV0038  HISTORY     - Date     Condition        Report By
 PV0038  HISTORY     - 1962     MONUMENTED       CGS
 PV0038  HISTORY     - 20100728 GOOD             NJS
 PV0038
 PV0038                          STATION DESCRIPTION
 PV0038
 PV0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0038'8.9 MI SW FROM BELLE FOURCHE.
 PV0038'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0038'BELLE FOURCHE, THENCE 7.5 MILE WEST ALONG STATE HIGHWAY 34, AT
 PV0038'THE T JUNCTION OF A GRAVEL ROAD SOUTH, 121 FEET SOUTHEAST OF
 PV0038'THE CENTERLINE OF THE JUNCTION, 101 FEET SOUTH OF THE CENTERLINE
 PV0038'OF THE HIGHWAY, 41 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 PV0038'ROAD, 28 FEET SOUTH OF A POWER POLE, 2.3 FEET SOUTHWEST OF A
 PV0038'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1.5 FEET NORTH OF
 PV0038'A WITNESS POST ABOUT 2.5 FEET LOWER THAN THE HIGHWAY, A POST
 PV0038'PROJECTING ABOUT 0.5 OF A FOOT.
 PV0038
 PV0038                          STATION RECOVERY (2010)
 PV0038
 PV0038'RECOVERY NOTE BY NJS ENGINEERING 2010 (WHM)
 PV0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0160 ***********************************************************************
 OR0160  DESIGNATION -  U 36
 OR0160  PID         -  OR0160
 OR0160  STATE/COUNTY-  SD/CHARLES MIX
 OR0160  COUNTRY     -  US
 OR0160  USGS QUAD   -  PLATTE (2017)
 OR0160
 OR0160                         *CURRENT SURVEY CONTROL
 OR0160  ______________________________________________________________________
 OR0160* NAD 83(1986) POSITION- 43 24 48.     (N) 098 50 41.     (W)   SCALED
 OR0160* NAVD 88 ORTHO HEIGHT -   477.382 (meters)     1566.21  (feet) ADJUSTED
 OR0160  ______________________________________________________________________
 OR0160  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 OR0160  DYNAMIC HEIGHT  -        477.228 (meters)     1565.71  (feet) COMP
 OR0160  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 OR0160
 OR0160  VERT ORDER      -  FIRST     CLASS II
 OR0160
 OR0160.The horizontal coordinates were scaled from a map and have
 OR0160.an estimated accuracy of +/- 6 seconds.
 OR0160
 OR0160.The orthometric height was determined by differential leveling and
 OR0160.adjusted by the NATIONAL GEODETIC SURVEY
 OR0160.in June 1991.
 OR0160
 OR0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0160.GEOID18 height accuracy estimate available here.
 OR0160
 OR0160.Click photographs - Photos may exist for this station.
 OR0160
 OR0160.The dynamic height is computed by dividing the NAVD 88
 OR0160.geopotential number by the normal gravity value computed on the
 OR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0160.degrees latitude (g = 980.6199 gals.).
 OR0160
 OR0160.The modeled gravity was interpolated from observed gravity values.
 OR0160
 OR0160;                    North         East    Units  Estimated Accuracy
 OR0160;SPC SD S     -   121,060.      720,550.      MT  (+/- 180 meters Scaled)
 OR0160
 OR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP125067(NAD 83)
 OR0160
 OR0160                          SUPERSEDED SURVEY CONTROL
 OR0160
 OR0160  NGVD 29 (??/??/92)  477.04   (m)         1565.1    (f) COMPUTED    1 2
 OR0160
 OR0160.Superseded values are not recommended for survey control.
 OR0160
 OR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0160.See file dsdata.pdf to determine how the superseded data were derived.
 OR0160
 OR0160_MARKER: DB = BENCH MARK DISK
 OR0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0160_STAMPING: U 36 1933 1565.112 FEET
 OR0160_MARK LOGO: CGS
 OR0160_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0160+STABILITY: SURFACE MOTION
 OR0160
 OR0160  HISTORY     - Date     Condition        Report By
 OR0160  HISTORY     - 1933     MONUMENTED       CGS
 OR0160  HISTORY     - 1949     GOOD             CGS
 OR0160  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0160
 OR0160                          STATION DESCRIPTION
 OR0160
 OR0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0160'1.8 MI N FROM PLATTE.
 OR0160'1.8 MILES NORTH ALONG U.S. HIGHWAY NO. 281 FROM THE POST OFFICE
 OR0160'AT PLATTE, 166.0 FEET NORTH OF AN EAST-WEST CROSS ROAD, 49.8
 OR0160'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET WEST
 OR0160'OF A NORTH-SOUTH FENCE, ABOUT MIDWAY BETWEEN TWO POWER LINE
 OR0160'POLES, SET IN THE TOP OF A CONCRETE POST AND PROJECTING 0.3
 OR0160'OF A FOOT ABOVE THE GROUND.
 OR0160
 OR0160                          STATION RECOVERY (2013)
 OR0160
 OR0160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0161 ***********************************************************************
 OR0161  DESIGNATION -  U 36 RESET
 OR0161  PID         -  OR0161
 OR0161  STATE/COUNTY-  SD/CHARLES MIX
 OR0161  COUNTRY     -  US
 OR0161  USGS QUAD   -  PLATTE (2017)
 OR0161
 OR0161                         *CURRENT SURVEY CONTROL
 OR0161  ______________________________________________________________________
 OR0161* NAD 83(1986) POSITION- 43 24 48.     (N) 098 50 41.     (W)   SCALED
 OR0161* NAVD 88 ORTHO HEIGHT -   477.177 (meters)     1565.54  (feet) ADJUSTED
 OR0161  ______________________________________________________________________
 OR0161  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 OR0161  DYNAMIC HEIGHT  -        477.024 (meters)     1565.04  (feet) COMP
 OR0161  MODELED GRAVITY -    980,283.7   (mgal)                       NAVD 88
 OR0161
 OR0161  VERT ORDER      -  FIRST     CLASS II
 OR0161
 OR0161.The horizontal coordinates were scaled from a map and have
 OR0161.an estimated accuracy of +/- 6 seconds.
 OR0161
 OR0161.The orthometric height was determined by differential leveling and
 OR0161.adjusted by the NATIONAL GEODETIC SURVEY
 OR0161.in June 1991.
 OR0161
 OR0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0161.GEOID18 height accuracy estimate available here.
 OR0161
 OR0161.Click photographs - Photos may exist for this station.
 OR0161
 OR0161.The dynamic height is computed by dividing the NAVD 88
 OR0161.geopotential number by the normal gravity value computed on the
 OR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0161.degrees latitude (g = 980.6199 gals.).
 OR0161
 OR0161.The modeled gravity was interpolated from observed gravity values.
 OR0161
 OR0161;                    North         East    Units  Estimated Accuracy
 OR0161;SPC SD S     -   121,060.      720,550.      MT  (+/- 180 meters Scaled)
 OR0161
 OR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP125067(NAD 83)
 OR0161
 OR0161                          SUPERSEDED SURVEY CONTROL
 OR0161
 OR0161  NGVD 29 (??/??/92)  476.840  (m)         1564.43   (f) ADJ UNCH    1 2
 OR0161
 OR0161.Superseded values are not recommended for survey control.
 OR0161
 OR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0161.See file dsdata.pdf to determine how the superseded data were derived.
 OR0161
 OR0161_MARKER: DB = BENCH MARK DISK
 OR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0161_STAMPING: U 36 1933 RESET 1949
 OR0161_MARK LOGO: CGS
 OR0161_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0161+STABILITY: SURFACE MOTION
 OR0161
 OR0161  HISTORY     - Date     Condition        Report By
 OR0161  HISTORY     - 1949     MONUMENTED       SDHD
 OR0161  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0161
 OR0161                          STATION DESCRIPTION
 OR0161
 OR0161'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 OR0161'1.8 MI N FROM PLATTE.
 OR0161'1.8 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE
 OR0161'AT PLATTE, CHARLES MIX COUNTY, 166 FEET NORTH OF THE INTERSECTION
 OR0161'OF AN EAST-AND-WEST ROAD, 165 FEET NORTH AND 49 FEET EAST
 OR0161'OF THE SOUTHWEST CORNER OF SECTION 1, T 99 N, R 68 W, 49.8
 OR0161'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, MIDWAY BETWEEN TWO
 OR0161'POWER-TRANSMISSION LINE POLES, AND 1.6 FEET WEST OF A
 OR0161'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED U 36 1933 RESET
 OR0161'1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OR0161'ABOVE GROUND.
 OR0161
 OR0161                          STATION RECOVERY (2013)
 OR0161
 OR0161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0161'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1365 ***********************************************************************
 PU1365  DESIGNATION -  U 360
 PU1365  PID         -  PU1365
 PU1365  STATE/COUNTY-  SD/BUTTE
 PU1365  COUNTRY     -  US
 PU1365  USGS QUAD   -  NEWELL (2017)
 PU1365
 PU1365                         *CURRENT SURVEY CONTROL
 PU1365  ______________________________________________________________________
 PU1365* NAD 83(1986) POSITION- 44 40 36.     (N) 103 25 48.     (W)   SCALED
 PU1365* NAVD 88 ORTHO HEIGHT -   849.469 (meters)     2786.97  (feet) ADJUSTED
 PU1365  ______________________________________________________________________
 PU1365  GEOID HEIGHT    -        -16.315 (meters)                     GEOID18
 PU1365  DYNAMIC HEIGHT  -        849.252 (meters)     2786.25  (feet) COMP
 PU1365  MODELED GRAVITY -    980,333.9   (mgal)                       NAVD 88
 PU1365
 PU1365  VERT ORDER      -  FIRST     CLASS II
 PU1365
 PU1365.The horizontal coordinates were scaled from a map and have
 PU1365.an estimated accuracy of +/- 6 seconds.
 PU1365
 PU1365.The orthometric height was determined by differential leveling and
 PU1365.adjusted by the NATIONAL GEODETIC SURVEY
 PU1365.in July 1998.
 PU1365
 PU1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1365.GEOID18 height accuracy estimate available here.
 PU1365
 PU1365.Click photographs - Photos may exist for this station.
 PU1365
 PU1365.The dynamic height is computed by dividing the NAVD 88
 PU1365.geopotential number by the normal gravity value computed on the
 PU1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1365.degrees latitude (g = 980.6199 gals.).
 PU1365
 PU1365.The modeled gravity was interpolated from observed gravity values.
 PU1365
 PU1365;                    North         East    Units  Estimated Accuracy
 PU1365;SPC SD N     -    99,470.      328,130.      MT  (+/- 180 meters Scaled)
 PU1365
 PU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK244482(NAD 83)
 PU1365
 PU1365                          SUPERSEDED SURVEY CONTROL
 PU1365
 PU1365  NAVD 88 (06/15/91)  846.226  (m)         2776.33   (f) SUPERSEDED  1 2
 PU1365
 PU1365.Superseded values are not recommended for survey control.
 PU1365
 PU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1365.See file dsdata.pdf to determine how the superseded data were derived.
 PU1365
 PU1365_MARKER: DB = BENCH MARK DISK
 PU1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1365_STAMPING: U 360 1962
 PU1365_MARK LOGO: CGS
 PU1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1365+STABILITY: SURFACE MOTION
 PU1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1365+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1365
 PU1365  HISTORY     - Date     Condition        Report By
 PU1365  HISTORY     - 1962     MONUMENTED       CGS
 PU1365  HISTORY     - 19951116 SEE DESCRIPTION  NGS
 PU1365
 PU1365                          STATION DESCRIPTION
 PU1365
 PU1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1365'2.5 MI SW FROM NEWELL.
 PU1365'2.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST LUTHERAN
 PU1365'CHURCH AT NEWELL, AT THE JUNCTION OF U.S. HIGHWAY 212 AND STATE
 PU1365'HIGHWAY 79 SOUTH.  273 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PU1365'JUNCTION, 91 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 79,
 PU1365'72 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 212, 19 FEET
 PU1365'NORTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST OF A FENCE LINE,
 PU1365'1.7 FEET SOUTHWEST OF A WITNESS POST, 10 FEET BELOW THE HIGHWAY,
 PU1365'A CONCRETE POST WHICH PROJECTS ABOUT 0.6 FOOT.
 PU1365
 PU1365                          STATION RECOVERY (1995)
 PU1365
 PU1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1365'4.9 KM (3.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1365'STATE HIGHWAY 75 IN NEWELL, 200.0 M (656.2 FT) EAST OF MILEPOST 36,
 PU1365'121.0 M (397.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 79, 102.4 M
 PU1365'(336.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) WEST OF A
 PU1365'FENCE CORNER, 1.2 M (3.9 FT) NORTH OF A FENCE, 1.0 M (3.3 FT) BELOW
 PU1365'THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF A WITNESS POST,
 PU1365'0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 PU1365'M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1365'NOTE--CHANGES IN HEIGHT AND DESCRIPTIVE REFERENCES INDICATE THAT THIS
 PU1365'MARK MAY BE AN UNREPORTED RESET.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1389 ***********************************************************************
 PU1389  DESIGNATION -  U 361
 PU1389  PID         -  PU1389
 PU1389  STATE/COUNTY-  SD/PENNINGTON
 PU1389  COUNTRY     -  US
 PU1389  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1389
 PU1389                         *CURRENT SURVEY CONTROL
 PU1389  ______________________________________________________________________
 PU1389* NAD 83(1986) POSITION- 44 06 43.     (N) 103 16 43.     (W)   SCALED
 PU1389* NAVD 88 ORTHO HEIGHT -  1041.151 (meters)     3415.84  (feet) ADJUSTED
 PU1389  ______________________________________________________________________
 PU1389  GEOID HEIGHT    -        -15.542 (meters)                     GEOID18
 PU1389  DYNAMIC HEIGHT  -       1040.809 (meters)     3414.72  (feet) COMP
 PU1389  MODELED GRAVITY -    980,253.9   (mgal)                       NAVD 88
 PU1389
 PU1389  VERT ORDER      -  FIRST     CLASS II
 PU1389
 PU1389.The horizontal coordinates were scaled from a map and have
 PU1389.an estimated accuracy of +/- 6 seconds.
 PU1389
 PU1389.The orthometric height was determined by differential leveling and
 PU1389.adjusted by the NATIONAL GEODETIC SURVEY
 PU1389.in June 1991.
 PU1389
 PU1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1389.GEOID18 height accuracy estimate available here.
 PU1389
 PU1389.Click photographs - Photos may exist for this station.
 PU1389
 PU1389.The dynamic height is computed by dividing the NAVD 88
 PU1389.geopotential number by the normal gravity value computed on the
 PU1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1389.degrees latitude (g = 980.6199 gals.).
 PU1389
 PU1389.The modeled gravity was interpolated from observed gravity values.
 PU1389
 PU1389;                    North         East    Units  Estimated Accuracy
 PU1389;SPC SD S     -   201,770.      364,280.      MT  (+/- 180 meters Scaled)
 PU1389
 PU1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ377857(NAD 83)
 PU1389
 PU1389                          SUPERSEDED SURVEY CONTROL
 PU1389
 PU1389  NGVD 29 (??/??/92) 1040.674  (m)         3414.28   (f) ADJ UNCH    1 2
 PU1389
 PU1389.Superseded values are not recommended for survey control.
 PU1389
 PU1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1389.See file dsdata.pdf to determine how the superseded data were derived.
 PU1389
 PU1389_MARKER: DB = BENCH MARK DISK
 PU1389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1389_SP_SET: CULVERT HEADWALL
 PU1389_STAMPING: U 361 1962
 PU1389_MARK LOGO: CGS
 PU1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1389+STABILITY: SURFACE MOTION
 PU1389
 PU1389  HISTORY     - Date     Condition        Report By
 PU1389  HISTORY     - 1962     MONUMENTED       CGS
 PU1389
 PU1389                          STATION DESCRIPTION
 PU1389
 PU1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1389'3.7 MI NW FROM RAPID CITY.
 PU1389'ABOUT 3.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1389'RAILWAY FROM THE STATION AT RAPID CITY, 15 POLES SOUTHEAST OF
 PU1389'MILE POST 104 188 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 PU1389'11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 23 FEET
 PU1389'SOUTH-SOUTHEAST OF A SWITCH STAND, ABOUT 3 1/2 FEET BELOW THE
 PU1389'LEVEL OF THE RAILS, AND SET IN THE TOP OF THE NORTH WEST END OF
 PU1389'THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1546 ***********************************************************************
 PU1546  DESIGNATION -  U 362
 PU1546  PID         -  PU1546
 PU1546  STATE/COUNTY-  SD/PENNINGTON
 PU1546  COUNTRY     -  US
 PU1546  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1546
 PU1546                         *CURRENT SURVEY CONTROL
 PU1546  ______________________________________________________________________
 PU1546* NAD 83(1986) POSITION- 44 03 45.80   (N) 103 16 56.61   (W)   HD_HELD1
 PU1546* NAVD 88 ORTHO HEIGHT -  1018.277 (meters)     3340.80  (feet) ADJUSTED
 PU1546  ______________________________________________________________________
 PU1546  GEOID HEIGHT    -        -15.476 (meters)                     GEOID18
 PU1546  DYNAMIC HEIGHT  -       1017.940 (meters)     3339.69  (feet) COMP
 PU1546  MODELED GRAVITY -    980,251.7   (mgal)                       NAVD 88
 PU1546
 PU1546  VERT ORDER      -  FIRST     CLASS II
 PU1546
 PU1546.The horizontal coordinates were determined by differentially corrected
 PU1546.hand held GPS observations or other comparable positioning techniques
 PU1546.and have an estimated accuracy of +/- 3 meters.
 PU1546
 PU1546.The orthometric height was determined by differential leveling and
 PU1546.adjusted by the NATIONAL GEODETIC SURVEY
 PU1546.in June 1991.
 PU1546
 PU1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1546.GEOID18 height accuracy estimate available here.
 PU1546
 PU1546.Click photographs - Photos may exist for this station.
 PU1546
 PU1546.The dynamic height is computed by dividing the NAVD 88
 PU1546.geopotential number by the normal gravity value computed on the
 PU1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1546.degrees latitude (g = 980.6199 gals.).
 PU1546
 PU1546.The modeled gravity was interpolated from observed gravity values.
 PU1546
 PU1546;                    North         East    Units  Estimated Accuracy
 PU1546;SPC SD S     -   196,317.9     363,781.1     MT  (+/- 3 meters HH1 GPS) 
 PU1546
 PU1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3756380273(NAD 83)
 PU1546
 PU1546                          SUPERSEDED SURVEY CONTROL
 PU1546
 PU1546  NGVD 29 (??/??/92) 1017.799  (m)         3339.23   (f) ADJ UNCH    1 2
 PU1546
 PU1546.Superseded values are not recommended for survey control.
 PU1546
 PU1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1546.See file dsdata.pdf to determine how the superseded data were derived.
 PU1546
 PU1546_MARKER: DB = BENCH MARK DISK
 PU1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1546_STAMPING: U 362 1962
 PU1546_MARK LOGO: CGS
 PU1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1546+STABILITY: SURFACE MOTION
 PU1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1546+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2010
 PU1546
 PU1546  HISTORY     - Date     Condition        Report By
 PU1546  HISTORY     - 1962     MONUMENTED       CGS
 PU1546  HISTORY     - 19971221 GOOD             USPSQD
 PU1546  HISTORY     - 20101222 GOOD             INDIV
 PU1546
 PU1546                          STATION DESCRIPTION
 PU1546
 PU1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1546'3.6 MI SW FROM RAPID CITY.
 PU1546'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1546'FROM THE STATION AT RAPID CITY, THENCE 0.55 MILE SOUTH ALONG
 PU1546'MT. VIEW ROAD, THENCE 1.9 MILES SOUTHWEST ALONG JACKSON BOULEVARD,
 PU1546'0.45 MILE NORTHEAST OF THE CANYON LAKE CLUB, 217 FEET
 PU1546'NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION OF JACKSON
 PU1546'BOULEVARD AND 38TH STREET, 41 FEET SOUTH OF THE SOUTHEAST CORNER
 PU1546'OF A STEEL MESH FENCE AROUND A SMALL POWER SUB STATION 27 FEET
 PU1546'WEST-SOUTHWEST OF THE CENTER LINE OF 38TH STREET, 26 FEET SOUTH
 PU1546'OF THE CENTER LINE OF LAKE VIEW DRIVE, 6 FEET SOUTHWEST OF A
 PU1546'ARCH SHAPED CONCRETE CURBING AT CORNER, 4 FEET SOUTHWEST OF THE
 PU1546'STREET SIGN POST, 38TH STREET AND LAKE VIEW DRIVE, ABOUT 1 FOOT
 PU1546'ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE
 PU1546'POST PROJECTING 1 INCH.
 PU1546
 PU1546                          STATION RECOVERY (1997)
 PU1546
 PU1546'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1546'RECOVERED IN GOOD CONDITION.
 PU1546
 PU1546                          STATION RECOVERY (2010)
 PU1546
 PU1546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 PU1546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0252 ***********************************************************************
 OT0252  DESIGNATION -  U 363
 OT0252  PID         -  OT0252
 OT0252  STATE/COUNTY-  SD/PENNINGTON
 OT0252  COUNTRY     -  US
 OT0252  USGS QUAD   -  CRESTON (2017)
 OT0252
 OT0252                         *CURRENT SURVEY CONTROL
 OT0252  ______________________________________________________________________
 OT0252* NAD 83(1986) POSITION- 43 53 22.     (N) 102 41 24.     (W)   SCALED
 OT0252* NAVD 88 ORTHO HEIGHT -   762.048 (meters)     2500.15  (feet) ADJUSTED
 OT0252  ______________________________________________________________________
 OT0252  GEOID HEIGHT    -        -17.787 (meters)                     GEOID18
 OT0252  DYNAMIC HEIGHT  -        761.818 (meters)     2499.40  (feet) COMP
 OT0252  MODELED GRAVITY -    980,290.6   (mgal)                       NAVD 88
 OT0252
 OT0252  VERT ORDER      -  FIRST     CLASS II
 OT0252
 OT0252.The horizontal coordinates were scaled from a map and have
 OT0252.an estimated accuracy of +/- 6 seconds.
 OT0252
 OT0252.The orthometric height was determined by differential leveling and
 OT0252.adjusted by the NATIONAL GEODETIC SURVEY
 OT0252.in June 1991.
 OT0252
 OT0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0252.GEOID18 height accuracy estimate available here.
 OT0252
 OT0252.Click photographs - Photos may exist for this station.
 OT0252
 OT0252.The dynamic height is computed by dividing the NAVD 88
 OT0252.geopotential number by the normal gravity value computed on the
 OT0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0252.degrees latitude (g = 980.6199 gals.).
 OT0252
 OT0252.The modeled gravity was interpolated from observed gravity values.
 OT0252
 OT0252;                    North         East    Units  Estimated Accuracy
 OT0252;SPC SD S     -   175,560.      410,670.      MT  (+/- 180 meters Scaled)
 OT0252
 OT0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ855621(NAD 83)
 OT0252
 OT0252                          SUPERSEDED SURVEY CONTROL
 OT0252
 OT0252  NGVD 29 (??/??/92)  761.604  (m)         2498.70   (f) ADJ UNCH    1 2
 OT0252
 OT0252.Superseded values are not recommended for survey control.
 OT0252
 OT0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0252.See file dsdata.pdf to determine how the superseded data were derived.
 OT0252
 OT0252_MARKER: DB = BENCH MARK DISK
 OT0252_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0252+WITH SETTING: INFORMATION.
 OT0252_STAMPING: U 363 1962
 OT0252_MARK LOGO: CGS
 OT0252_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0252
 OT0252  HISTORY     - Date     Condition        Report By
 OT0252  HISTORY     - 1962     MONUMENTED       CGS
 OT0252
 OT0252                          STATION DESCRIPTION
 OT0252
 OT0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0252'10.4 MI NW FROM SCENIC.
 OT0252'ABOUT 10.35 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0252'AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, OR 31.90
 OT0252'MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0252'PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0252'STATION AT RAPID CITY, 0.45 MILE SOUTH OF MILE POST 629,
 OT0252'147 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, IN
 OT0252'SECTION 9, T 2 S, R 12 E, 103 FEET NORTH WEST OF THE NORTHWEST
 OT0252'CORNER OF TRESTLE NUMBER W 27 1/2, 120 FEET SOUTH OF THE CENTER
 OT0252'LINE OF A STEEL CATTLE GUARD, 76 1/2 FEET WEST OF THE WEST RAIL,
 OT0252'2 FEET WEST OF A FENCE LINE, 1.8 FEET NORTHEAST OF A METAL
 OT0252'WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE RAIL AND
 OT0252'OF THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 OT0252'DEPTH OF 7 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 OT0252'13 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0001 ***********************************************************************
 OT0001  DESIGNATION -  U 364
 OT0001  PID         -  OT0001
 OT0001  STATE/COUNTY-  SD/JACKSON
 OT0001  COUNTRY     -  US
 OT0001  USGS QUAD   -  CONATA NE (2017)
 OT0001
 OT0001                         *CURRENT SURVEY CONTROL
 OT0001  ______________________________________________________________________
 OT0001* NAD 83(1986) POSITION- 43 43 48.     (N) 102 00 23.     (W)   SCALED
 OT0001* NAVD 88 ORTHO HEIGHT -   725.628 (meters)     2380.66  (feet) POSTED
 OT0001  ______________________________________________________________________
 OT0001  GEOID HEIGHT    -        -19.820 (meters)                     GEOID18
 OT0001  DYNAMIC HEIGHT  -        725.40  (meters)     2379.9   (feet) COMP
 OT0001  MODELED GRAVITY -    980,277.2   (mgal)                       NAVD 88
 OT0001
 OT0001  VERT ORDER      -  * POSTED, SEE BELOW
 OT0001
 OT0001.The horizontal coordinates were scaled from a map and have
 OT0001.an estimated accuracy of +/- 6 seconds.
 OT0001
 OT0001.The orthometric height was determined by differential leveling
 OT0001.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0001
 OT0001.* This is a POSTED BENCH MARK height.
 OT0001
 OT0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0001.GEOID18 height accuracy estimate available here.
 OT0001
 OT0001.Click photographs - Photos may exist for this station.
 OT0001
 OT0001.The dynamic height is computed by dividing the NAVD 88
 OT0001.geopotential number by the normal gravity value computed on the
 OT0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0001.degrees latitude (g = 980.6199 gals.).
 OT0001
 OT0001.The modeled gravity was interpolated from observed gravity values.
 OT0001
 OT0001;                    North         East    Units  Estimated Accuracy
 OT0001;SPC SD S     -   156,520.      465,230.      MT  (+/- 180 meters Scaled)
 OT0001
 OT0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ411462(NAD 83)
 OT0001
 OT0001                          SUPERSEDED SURVEY CONTROL
 OT0001
 OT0001  NGVD 29 (??/??/92)  725.177  (m)         2379.18   (f) ADJ UNCH    1 2
 OT0001
 OT0001.Superseded values are not recommended for survey control.
 OT0001
 OT0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0001.See file dsdata.pdf to determine how the superseded data were derived.
 OT0001
 OT0001_MARKER: DB = BENCH MARK DISK
 OT0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0001_STAMPING: U 364 1962
 OT0001_MARK LOGO: CGS
 OT0001_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0001+STABILITY: SURFACE MOTION
 OT0001
 OT0001  HISTORY     - Date     Condition        Report By
 OT0001  HISTORY     - 1962     MONUMENTED       CGS
 OT0001
 OT0001                          STATION DESCRIPTION
 OT0001
 OT0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0001'1 MI W FROM INTERIOR.
 OT0001'ABOUT 1.0 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0001'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 6,
 OT0001'T 4 S, R 18 E, 0.2 MILE EAST OF TRESTLE NUMBER W 212, 120 1/2
 OT0001'FEET NORTHWEST OF AND ACROSS THE TRACK FROM THE 7TH TELEPHONE
 OT0001'POLE WEST OF MILE POST 689, 54 1/2 FEET NORTH OF NORTH RAIL,
 OT0001'2.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 OT0001'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OT0001'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0470 ***********************************************************************
 OS0470  DESIGNATION -  U 365
 OS0470  PID         -  OS0470
 OS0470  STATE/COUNTY-  SD/JACKSON
 OS0470  COUNTRY     -  US
 OS0470  USGS QUAD   -  INTERIOR (2017)
 OS0470
 OS0470                         *CURRENT SURVEY CONTROL
 OS0470  ______________________________________________________________________
 OS0470* NAD 83(1986) POSITION- 43 43 07.     (N) 101 54 13.     (W)   SCALED
 OS0470* NAVD 88 ORTHO HEIGHT -   725.124 (meters)     2379.01  (feet) ADJUSTED
 OS0470  ______________________________________________________________________
 OS0470  GEOID HEIGHT    -        -20.138 (meters)                     GEOID18
 OS0470  DYNAMIC HEIGHT  -        724.893 (meters)     2378.25  (feet) COMP
 OS0470  MODELED GRAVITY -    980,276.7   (mgal)                       NAVD 88
 OS0470
 OS0470  VERT ORDER      -  FIRST     CLASS II
 OS0470
 OS0470.The horizontal coordinates were scaled from a map and have
 OS0470.an estimated accuracy of +/- 6 seconds.
 OS0470
 OS0470.The orthometric height was determined by differential leveling and
 OS0470.adjusted by the NATIONAL GEODETIC SURVEY
 OS0470.in June 1991.
 OS0470
 OS0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0470.GEOID18 height accuracy estimate available here.
 OS0470
 OS0470.Click photographs - Photos may exist for this station.
 OS0470
 OS0470.The dynamic height is computed by dividing the NAVD 88
 OS0470.geopotential number by the normal gravity value computed on the
 OS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0470.degrees latitude (g = 980.6199 gals.).
 OS0470
 OS0470.The modeled gravity was interpolated from observed gravity values.
 OS0470
 OS0470;                    North         East    Units  Estimated Accuracy
 OS0470;SPC SD S     -   155,090.      473,480.      MT  (+/- 180 meters Scaled)
 OS0470
 OS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP661447(NAD 83)
 OS0470
 OS0470                          SUPERSEDED SURVEY CONTROL
 OS0470
 OS0470  NGVD 29 (??/??/92)  724.685  (m)         2377.57   (f) ADJ UNCH    1 2
 OS0470
 OS0470.Superseded values are not recommended for survey control.
 OS0470
 OS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0470.See file dsdata.pdf to determine how the superseded data were derived.
 OS0470
 OS0470_MARKER: DB = BENCH MARK DISK
 OS0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0470_STAMPING: U 365 1962
 OS0470_MARK LOGO: CGS
 OS0470_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0470+STABILITY: SURFACE MOTION
 OS0470
 OS0470  HISTORY     - Date     Condition        Report By
 OS0470  HISTORY     - 1962     MONUMENTED       CGS
 OS0470  HISTORY     - 1962     GOOD             CGS
 OS0470
 OS0470                          STATION DESCRIPTION
 OS0470
 OS0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0470'4.2 MI E FROM INTERIOR.
 OS0470'ABOUT 4.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0470'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 12,
 OS0470'T 4 S, R 18 E, 55 FEET SOUTH OF SOUTH RAIL, 78 FEET NORTH OF THE
 OS0470'CENTER LINE OF A GRADED DIRT ROAD, 16 FEET SOUTH OF MILE POST
 OS0470'584, 2 FEET SOUTH OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS
 OS0470'POST, 2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OS0470'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0080 ***********************************************************************
 OT0080  DESIGNATION -  U 366
 OT0080  PID         -  OT0080
 OT0080  STATE/COUNTY-  SD/PENNINGTON
 OT0080  COUNTRY     -  US
 OT0080  USGS QUAD   -  WALL SE (2017)
 OT0080
 OT0080                         *CURRENT SURVEY CONTROL
 OT0080  ______________________________________________________________________
 OT0080* NAD 83(1986) POSITION- 43 46 57.     (N) 102 02 48.     (W)   SCALED
 OT0080* NAVD 88 ORTHO HEIGHT -   761.078 (meters)     2496.97  (feet) ADJUSTED
 OT0080  ______________________________________________________________________
 OT0080  GEOID HEIGHT    -        -19.692 (meters)                     GEOID18
 OT0080  DYNAMIC HEIGHT  -        760.833 (meters)     2496.17  (feet) COMP
 OT0080  MODELED GRAVITY -    980,271.9   (mgal)                       NAVD 88
 OT0080
 OT0080  VERT ORDER      -  SECOND    CLASS 0
 OT0080
 OT0080.The horizontal coordinates were scaled from a map and have
 OT0080.an estimated accuracy of +/- 6 seconds.
 OT0080
 OT0080.The orthometric height was determined by differential leveling and
 OT0080.adjusted by the NATIONAL GEODETIC SURVEY
 OT0080.in June 1991.
 OT0080
 OT0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0080.GEOID18 height accuracy estimate available here.
 OT0080
 OT0080.Click photographs - Photos may exist for this station.
 OT0080
 OT0080.The dynamic height is computed by dividing the NAVD 88
 OT0080.geopotential number by the normal gravity value computed on the
 OT0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0080.degrees latitude (g = 980.6199 gals.).
 OT0080
 OT0080.The modeled gravity was interpolated from observed gravity values.
 OT0080
 OT0080;                    North         East    Units  Estimated Accuracy
 OT0080;SPC SD S     -   162,410.      462,100.      MT  (+/- 180 meters Scaled)
 OT0080
 OT0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ376519(NAD 83)
 OT0080
 OT0080                          SUPERSEDED SURVEY CONTROL
 OT0080
 OT0080  NGVD 29 (??/??/92)  760.611  (m)         2495.44   (f) ADJ UNCH    2 0
 OT0080
 OT0080.Superseded values are not recommended for survey control.
 OT0080
 OT0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0080.See file dsdata.pdf to determine how the superseded data were derived.
 OT0080
 OT0080_MARKER: DB = BENCH MARK DISK
 OT0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0080_STAMPING: U 366 1962
 OT0080_MARK LOGO: CGS
 OT0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0080+STABILITY: SURFACE MOTION
 OT0080
 OT0080  HISTORY     - Date     Condition        Report By
 OT0080  HISTORY     - 1962     MONUMENTED       CGS
 OT0080
 OT0080                          STATION DESCRIPTION
 OT0080
 OT0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0080'6.6 MI NW FROM INTERIOR.
 OT0080'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OT0080'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 3.8 MILES
 OT0080'NORTHWEST ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTHEAST OF A
 OT0080'SMALL PASS, 87 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 OT0080'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, 2.0 FEET NORTHEAST
 OT0080'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 OT0080'PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0414 ***********************************************************************
 PU0414  DESIGNATION -  U 367
 PU0414  PID         -  PU0414
 PU0414  STATE/COUNTY-  SD/PENNINGTON
 PU0414  COUNTRY     -  US
 PU0414  USGS QUAD   -  RAINY CREEK (2017)
 PU0414
 PU0414                         *CURRENT SURVEY CONTROL
 PU0414  ______________________________________________________________________
 PU0414* NAD 83(1986) POSITION- 44 08 21.     (N) 102 12 27.     (W)   SCALED
 PU0414* NAVD 88 ORTHO HEIGHT -   877.197 (meters)     2877.94  (feet) ADJUSTED
 PU0414  ______________________________________________________________________
 PU0414  GEOID HEIGHT    -        -19.154 (meters)                     GEOID18
 PU0414  DYNAMIC HEIGHT  -        876.938 (meters)     2877.09  (feet) COMP
 PU0414  MODELED GRAVITY -    980,293.0   (mgal)                       NAVD 88
 PU0414
 PU0414  VERT ORDER      -  SECOND    CLASS 0
 PU0414
 PU0414.The horizontal coordinates were scaled from a map and have
 PU0414.an estimated accuracy of +/- 6 seconds.
 PU0414
 PU0414.The orthometric height was determined by differential leveling and
 PU0414.adjusted by the NATIONAL GEODETIC SURVEY
 PU0414.in June 1991.
 PU0414
 PU0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0414.GEOID18 height accuracy estimate available here.
 PU0414
 PU0414.Click photographs - Photos may exist for this station.
 PU0414
 PU0414.The dynamic height is computed by dividing the NAVD 88
 PU0414.geopotential number by the normal gravity value computed on the
 PU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0414.degrees latitude (g = 980.6199 gals.).
 PU0414
 PU0414.The modeled gravity was interpolated from observed gravity values.
 PU0414
 PU0414;                    North         East    Units  Estimated Accuracy
 PU0414;SPC SD S     -   202,310.      450,050.      MT  (+/- 180 meters Scaled)
 PU0414
 PU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ233911(NAD 83)
 PU0414
 PU0414                          SUPERSEDED SURVEY CONTROL
 PU0414
 PU0414  NGVD 29 (??/??/92)  876.740  (m)         2876.44   (f) ADJ UNCH    2 0
 PU0414
 PU0414.Superseded values are not recommended for survey control.
 PU0414
 PU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0414.See file dsdata.pdf to determine how the superseded data were derived.
 PU0414
 PU0414_MARKER: DB = BENCH MARK DISK
 PU0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0414_STAMPING: U 367 1962
 PU0414_MARK LOGO: CGS
 PU0414_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0414+STABILITY: SURFACE MOTION
 PU0414
 PU0414  HISTORY     - Date     Condition        Report By
 PU0414  HISTORY     - 1962     MONUMENTED       CGS
 PU0414
 PU0414                          STATION DESCRIPTION
 PU0414
 PU0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0414'11.6 MI N FROM WALL.
 PU0414'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0414'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.05
 PU0414'MILES NORTH ALONG A GRAVELED ROAD, 85 FEET EAST OF THE CENTER
 PU0414'LINE OF THE GRAVELED ROAD, 76 FEET SOUTHEAST OF A TELEPHONE
 PU0414'POLE, 26 1/2 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD
 PU0414'LEADING EAST, 2.0 FEET NORTH OF A FENCE, 2.0 FEET SOUTHEAST OF A
 PU0414'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0414'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1755 ***********************************************************************
 PU1755  DESIGNATION -  U 368
 PU1755  PID         -  PU1755
 PU1755  STATE/COUNTY-  SD/BUTTE
 PU1755  COUNTRY     -  US
 PU1755  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1755
 PU1755                         *CURRENT SURVEY CONTROL
 PU1755  ______________________________________________________________________
 PU1755* NAD 83(1986) POSITION- 44 42 36.     (N) 103 51 08.     (W)   SCALED
 PU1755* NAVD 88 ORTHO HEIGHT -   932.237 (meters)     3058.51  (feet) ADJUSTED
 PU1755  ______________________________________________________________________
 PU1755  GEOID HEIGHT    -        -15.423 (meters)                     GEOID18
 PU1755  DYNAMIC HEIGHT  -        931.981 (meters)     3057.67  (feet) COMP
 PU1755  MODELED GRAVITY -    980,310.6   (mgal)                       NAVD 88
 PU1755
 PU1755  VERT ORDER      -  FIRST     CLASS II
 PU1755
 PU1755.The horizontal coordinates were scaled from a map and have
 PU1755.an estimated accuracy of +/- 6 seconds.
 PU1755
 PU1755.The orthometric height was determined by differential leveling and
 PU1755.adjusted by the NATIONAL GEODETIC SURVEY
 PU1755.in June 1991.
 PU1755
 PU1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1755.GEOID18 height accuracy estimate available here.
 PU1755
 PU1755.Click photographs - Photos may exist for this station.
 PU1755
 PU1755.The dynamic height is computed by dividing the NAVD 88
 PU1755.geopotential number by the normal gravity value computed on the
 PU1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1755.degrees latitude (g = 980.6199 gals.).
 PU1755
 PU1755.The modeled gravity was interpolated from observed gravity values.
 PU1755
 PU1755;                    North         East    Units  Estimated Accuracy
 PU1755;SPC SD N     -   104,680.      294,870.      MT  (+/- 180 meters Scaled)
 PU1755
 PU1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909513(NAD 83)
 PU1755
 PU1755                          SUPERSEDED SURVEY CONTROL
 PU1755
 PU1755  NGVD 29 (??/??/92)  931.752  (m)         3056.92   (f) ADJ UNCH    1 2
 PU1755
 PU1755.Superseded values are not recommended for survey control.
 PU1755
 PU1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1755.See file dsdata.pdf to determine how the superseded data were derived.
 PU1755
 PU1755_MARKER: DB = BENCH MARK DISK
 PU1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1755_STAMPING: U 368 1962
 PU1755_MARK LOGO: CGS
 PU1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1755+STABILITY: SURFACE MOTION
 PU1755
 PU1755  HISTORY     - Date     Condition        Report By
 PU1755  HISTORY     - 1962     MONUMENTED       CGS
 PU1755  HISTORY     - 19980920 MARK NOT FOUND   NGS
 PU1755
 PU1755                          STATION DESCRIPTION
 PU1755
 PU1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1755'2.8 MI N FROM BELLE FOURCHE.
 PU1755'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 14 FROM THE CHICAGO AND
 PU1755'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 27,
 PU1755'T 9 N, R 2 E, 0.15 MILE NORTH OF A BRIDGE OVER CROW CREEK, 58
 PU1755'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET NORTH OF A
 PU1755'POWER POLE, 2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL
 PU1755'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 PU1755'OF A CONCRETE POST PROJECTING 8-INCHES.
 PU1755
 PU1755                          STATION RECOVERY (1998)
 PU1755
 PU1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1755'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1756 ***********************************************************************
 PU1756  DESIGNATION -  U 368 RESET
 PU1756  PID         -  PU1756
 PU1756  STATE/COUNTY-  SD/BUTTE
 PU1756  COUNTRY     -  US
 PU1756  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1756
 PU1756                         *CURRENT SURVEY CONTROL
 PU1756  ______________________________________________________________________
 PU1756* NAD 83(1986) POSITION- 44 42 36.     (N) 103 51 08.     (W)   SCALED
 PU1756* NAVD 88 ORTHO HEIGHT -   931.35  (meters)     3055.6   (feet) RESET
 PU1756  ______________________________________________________________________
 PU1756  GEOID HEIGHT    -        -15.423 (meters)                     GEOID18
 PU1756  VERT ORDER      -  THIRD
 PU1756
 PU1756.The horizontal coordinates were scaled from a map and have
 PU1756.an estimated accuracy of +/- 6 seconds.
 PU1756
 PU1756.The orthometric height was computed from unverified reset data.
 PU1756
 PU1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1756.GEOID18 height accuracy estimate available here.
 PU1756
 PU1756.Click photographs - Photos may exist for this station.
 PU1756
 PU1756;                    North         East    Units  Estimated Accuracy
 PU1756;SPC SD N     -   104,680.      294,870.      MT  (+/- 180 meters Scaled)
 PU1756
 PU1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK909513(NAD 83)
 PU1756
 PU1756                          SUPERSEDED SURVEY CONTROL
 PU1756
 PU1756.No superseded survey control is available for this station.
 PU1756
 PU1756_MARKER: DB = BENCH MARK DISK
 PU1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1756_STAMPING: U 368 RESET 1966
 PU1756_MARK LOGO: CGS
 PU1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1756+STABILITY: SURFACE MOTION
 PU1756
 PU1756  HISTORY     - Date     Condition        Report By
 PU1756  HISTORY     - 1966     MONUMENTED       CGS
 PU1756
 PU1756                          STATION DESCRIPTION
 PU1756
 PU1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PU1756'2.8 MI N FROM BELLE FOURCHE.
 PU1756'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1756'NORTH WESTERN RAILWAY STATE AT BELLE FOURCHE, IN SECTION 27, T 9 N,
 PU1756'R 2 E, ABOUT 150 FEET EAST OF THE CENTER OF NEW U.S. HIGHWAY 85,
 PU1756'2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PU1756'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1837 ***********************************************************************
 PU1837  DESIGNATION -  U 369
 PU1837  PID         -  PU1837
 PU1837  STATE/COUNTY-  SD/BUTTE
 PU1837  COUNTRY     -  US
 PU1837  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1837
 PU1837                         *CURRENT SURVEY CONTROL
 PU1837  ______________________________________________________________________
 PU1837* NAD 83(1986) POSITION- 44 56 39.     (N) 103 53 41.     (W)   SCALED
 PU1837* NAVD 88 ORTHO HEIGHT -   948.191 (meters)     3110.86  (feet) ADJUSTED
 PU1837  ______________________________________________________________________
 PU1837  GEOID HEIGHT    -        -15.753 (meters)                     GEOID18
 PU1837  DYNAMIC HEIGHT  -        947.941 (meters)     3110.04  (feet) COMP
 PU1837  MODELED GRAVITY -    980,320.6   (mgal)                       NAVD 88
 PU1837
 PU1837  VERT ORDER      -  SECOND    CLASS 0
 PU1837
 PU1837.The horizontal coordinates were scaled from a map and have
 PU1837.an estimated accuracy of +/- 6 seconds.
 PU1837
 PU1837.The orthometric height was determined by differential leveling and
 PU1837.adjusted by the NATIONAL GEODETIC SURVEY
 PU1837.in June 1991.
 PU1837
 PU1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1837.GEOID18 height accuracy estimate available here.
 PU1837
 PU1837.Click photographs - Photos may exist for this station.
 PU1837
 PU1837.The dynamic height is computed by dividing the NAVD 88
 PU1837.geopotential number by the normal gravity value computed on the
 PU1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1837.degrees latitude (g = 980.6199 gals.).
 PU1837
 PU1837.The modeled gravity was interpolated from observed gravity values.
 PU1837
 PU1837;                    North         East    Units  Estimated Accuracy
 PU1837;SPC SD N     -   130,830.      292,750.      MT  (+/- 180 meters Scaled)
 PU1837
 PU1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK871773(NAD 83)
 PU1837
 PU1837                          SUPERSEDED SURVEY CONTROL
 PU1837
 PU1837  NGVD 29 (??/??/92)  947.698  (m)         3109.24   (f) ADJ UNCH    2 0
 PU1837
 PU1837.Superseded values are not recommended for survey control.
 PU1837
 PU1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1837.See file dsdata.pdf to determine how the superseded data were derived.
 PU1837
 PU1837_MARKER: DB = BENCH MARK DISK
 PU1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1837_STAMPING: U 369 1962
 PU1837_MARK LOGO: CGS
 PU1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1837+STABILITY: SURFACE MOTION
 PU1837
 PU1837  HISTORY     - Date     Condition        Report By
 PU1837  HISTORY     - 1962     MONUMENTED       CGS
 PU1837
 PU1837                          STATION DESCRIPTION
 PU1837
 PU1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1837'22.4 MI NW FROM BELLE FOURCHE.
 PU1837'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1837'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.15
 PU1837'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES SOUTHWEST
 PU1837'ALONG A TRAIL ROAD, IN SECTION 4, T 11 N, R 2 E, 21 FEET NORTHWEST
 PU1837'OF THE CENTER LINE OF A GATE AND TRAIL ROAD, 2 1/2 FEET SOUTHWEST
 PU1837'OF A FENCE, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PU1837'LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1837'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0227 ***********************************************************************
 OS0227  DESIGNATION -  U 37
 OS0227  PID         -  OS0227
 OS0227  STATE/COUNTY-  SD/MELLETTE
 OS0227  COUNTRY     -  US
 OS0227  USGS QUAD   -  WHITE RIVER WEST (2017)
 OS0227
 OS0227                         *CURRENT SURVEY CONTROL
 OS0227  ______________________________________________________________________
 OS0227* NAD 83(1986) POSITION- 43 35 02.     (N) 100 45 02.     (W)   SCALED
 OS0227* NAVD 88 ORTHO HEIGHT -   643.180 (meters)     2110.17  (feet) ADJUSTED
 OS0227  ______________________________________________________________________
 OS0227  GEOID HEIGHT    -        -23.947 (meters)                     GEOID18
 OS0227  DYNAMIC HEIGHT  -        642.948 (meters)     2109.41  (feet) COMP
 OS0227  MODELED GRAVITY -    980,238.2   (mgal)                       NAVD 88
 OS0227
 OS0227  VERT ORDER      -  FIRST     CLASS II
 OS0227
 OS0227.The horizontal coordinates were scaled from a map and have
 OS0227.an estimated accuracy of +/- 6 seconds.
 OS0227
 OS0227.The orthometric height was determined by differential leveling and
 OS0227.adjusted by the NATIONAL GEODETIC SURVEY
 OS0227.in June 1994.
 OS0227
 OS0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0227.GEOID18 height accuracy estimate available here.
 OS0227
 OS0227.Click photographs - Photos may exist for this station.
 OS0227
 OS0227.The dynamic height is computed by dividing the NAVD 88
 OS0227.geopotential number by the normal gravity value computed on the
 OS0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0227.degrees latitude (g = 980.6199 gals.).
 OS0227
 OS0227.The modeled gravity was interpolated from observed gravity values.
 OS0227
 OS0227;                    North         East    Units  Estimated Accuracy
 OS0227;SPC SD S     -   139,010.      566,310.      MT  (+/- 180 meters Scaled)
 OS0227
 OS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP586271(NAD 83)
 OS0227
 OS0227                          SUPERSEDED SURVEY CONTROL
 OS0227
 OS0227  NAVD 88 (06/15/91)  642.922  (m)         2109.32   (f) SUPERSEDED  1 2
 OS0227  NGVD 29 (??/??/92)  642.495  (m)         2107.92   (f) ADJ UNCH    1 2
 OS0227
 OS0227.Superseded values are not recommended for survey control.
 OS0227
 OS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0227.See file dsdata.pdf to determine how the superseded data were derived.
 OS0227
 OS0227_MARKER: DB = BENCH MARK DISK
 OS0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0227_STAMPING: U 37 1933
 OS0227_MARK LOGO: CGS
 OS0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0227+STABILITY: SURFACE MOTION
 OS0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0227+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0227
 OS0227  HISTORY     - Date     Condition        Report By
 OS0227  HISTORY     - 1933     MONUMENTED       CGS
 OS0227  HISTORY     - 1941     GOOD             CGS
 OS0227  HISTORY     - 19920721 GOOD             NGS
 OS0227
 OS0227                          STATION DESCRIPTION
 OS0227
 OS0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0227'1 MI NE FROM WHITE RIVER.
 OS0227'1 MILE NORTHEAST ALONG U.S. HIGHWAY 83 FROM WHITE RIVER, MELLETTE
 OS0227'COUNTY, 0.5 MILE SOUTH OF A TURN IN THE ROAD, IN THE FRONT YARD
 OS0227'OF A FRAME HOUSE WITH BRICK PORCHES, 12 YARDS WEST OF THE
 OS0227'CENTERLINE OF THE HIGHWAY, 5 YARDS NORTH OF THE ENTRANCE DRIVE,
 OS0227'AND 2 YARDS NORTHWEST OF A CORNER FENCE POST.  A STANDARD DISK,
 OS0227'STAMPED U 37 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0227
 OS0227                          STATION RECOVERY (1992)
 OS0227
 OS0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0227'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0227'IN WHITE RIVER, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG U.S. HIGHWAY
 OS0227'83, 30.3 M (99.4 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 OS0227'HIGHWAY, 6.6 M (21.7 FT) NORTH OF THE CENTER OF A DRIVEWAY, 0.7 M
 OS0227'(2.3 FT) SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE WARNING POST, 0.4 M
 OS0227'(1.3 FT) NORTH OF A FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M
 OS0227'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THIS MARK MAY HAVE BEEN
 OS0227'RELOCATED PRIOR TO THIS LEVELING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0366 ***********************************************************************
 OS0366  DESIGNATION -  U 371
 OS0366  PID         -  OS0366
 OS0366  STATE/COUNTY-  SD/HAAKON
 OS0366  COUNTRY     -  US
 OS0366  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0366
 OS0366                         *CURRENT SURVEY CONTROL
 OS0366  ______________________________________________________________________
 OS0366* NAD 83(1986) POSITION- 43 59 54.     (N) 101 39 42.     (W)   SCALED
 OS0366* NAVD 88 ORTHO HEIGHT -   722.707 (meters)     2371.08  (feet) ADJUSTED
 OS0366  ______________________________________________________________________
 OS0366  GEOID HEIGHT    -        -21.113 (meters)                     GEOID18
 OS0366  DYNAMIC HEIGHT  -        722.492 (meters)     2370.38  (feet) COMP
 OS0366  MODELED GRAVITY -    980,297.6   (mgal)                       NAVD 88
 OS0366
 OS0366  VERT ORDER      -  FIRST     CLASS II
 OS0366
 OS0366.The horizontal coordinates were scaled from a map and have
 OS0366.an estimated accuracy of +/- 6 seconds.
 OS0366
 OS0366.The orthometric height was determined by differential leveling and
 OS0366.adjusted by the NATIONAL GEODETIC SURVEY
 OS0366.in June 1991.
 OS0366
 OS0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0366.GEOID18 height accuracy estimate available here.
 OS0366
 OS0366.Click photographs - Photos may exist for this station.
 OS0366
 OS0366.The dynamic height is computed by dividing the NAVD 88
 OS0366.geopotential number by the normal gravity value computed on the
 OS0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0366.degrees latitude (g = 980.6199 gals.).
 OS0366
 OS0366.The modeled gravity was interpolated from observed gravity values.
 OS0366
 OS0366;                    North         East    Units  Estimated Accuracy
 OS0366;SPC SD S     -   185,820.      493,470.      MT  (+/- 180 meters Scaled)
 OS0366
 OS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP865751(NAD 83)
 OS0366
 OS0366                          SUPERSEDED SURVEY CONTROL
 OS0366
 OS0366  NGVD 29 (??/??/92)  722.255  (m)         2369.60   (f) ADJ UNCH    1 2
 OS0366
 OS0366.Superseded values are not recommended for survey control.
 OS0366
 OS0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0366.See file dsdata.pdf to determine how the superseded data were derived.
 OS0366
 OS0366_MARKER: DB = BENCH MARK DISK
 OS0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0366_STAMPING: U 371 1962
 OS0366_MARK LOGO: CGS
 OS0366_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0366+STABILITY: SURFACE MOTION
 OS0366
 OS0366  HISTORY     - Date     Condition        Report By
 OS0366  HISTORY     - 1962     MONUMENTED       CGS
 OS0366
 OS0366                          STATION DESCRIPTION
 OS0366
 OS0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0366'3 MI S FROM PHILIP.
 OS0366'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 OS0366'NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 1.0 MILE SOUTH
 OS0366'ALONG THE ABANDONED HIGHWAY 73 ROAD BED, ON THE SOUTH SLOPE OF A
 OS0366'HILL, 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET
 OS0366'SOUTH OF A METAL WITNESS POST, 1 1/2 FEET WEST OF A FENCE, ABOUT
 OS0366'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 OS0366'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0305 ***********************************************************************
 OS0305  DESIGNATION -  U 372
 OS0305  PID         -  OS0305
 OS0305  STATE/COUNTY-  SD/JACKSON
 OS0305  COUNTRY     -  US
 OS0305  USGS QUAD   -  BELVIDERE SW (2017)
 OS0305
 OS0305                         *CURRENT SURVEY CONTROL
 OS0305  ______________________________________________________________________
 OS0305* NAD 83(1986) POSITION- 43 50 52.     (N) 101 28 56.     (W)   SCALED
 OS0305* NAVD 88 ORTHO HEIGHT -   747.674 (meters)     2452.99  (feet) ADJUSTED
 OS0305  ______________________________________________________________________
 OS0305  GEOID HEIGHT    -        -21.728 (meters)                     GEOID18
 OS0305  DYNAMIC HEIGHT  -        747.430 (meters)     2452.19  (feet) COMP
 OS0305  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OS0305
 OS0305  VERT ORDER      -  FIRST     CLASS II
 OS0305
 OS0305.The horizontal coordinates were scaled from a map and have
 OS0305.an estimated accuracy of +/- 6 seconds.
 OS0305
 OS0305.The orthometric height was determined by differential leveling and
 OS0305.adjusted by the NATIONAL GEODETIC SURVEY
 OS0305.in June 1991.
 OS0305
 OS0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0305.GEOID18 height accuracy estimate available here.
 OS0305
 OS0305.Click photographs - Photos may exist for this station.
 OS0305
 OS0305.The dynamic height is computed by dividing the NAVD 88
 OS0305.geopotential number by the normal gravity value computed on the
 OS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0305.degrees latitude (g = 980.6199 gals.).
 OS0305
 OS0305.The modeled gravity was interpolated from observed gravity values.
 OS0305
 OS0305;                    North         East    Units  Estimated Accuracy
 OS0305;SPC SD S     -   168,880.      507,630.      MT  (+/- 180 meters Scaled)
 OS0305
 OS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP004579(NAD 83)
 OS0305
 OS0305                          SUPERSEDED SURVEY CONTROL
 OS0305
 OS0305  NGVD 29 (??/??/92)  747.199  (m)         2451.44   (f) ADJ UNCH    1 2
 OS0305
 OS0305.Superseded values are not recommended for survey control.
 OS0305
 OS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0305.See file dsdata.pdf to determine how the superseded data were derived.
 OS0305
 OS0305_MARKER: DB = BENCH MARK DISK
 OS0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0305_STAMPING: U 372 1962
 OS0305_MARK LOGO: CGS
 OS0305_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0305+STABILITY: SURFACE MOTION
 OS0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0305+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1991
 OS0305
 OS0305  HISTORY     - Date     Condition        Report By
 OS0305  HISTORY     - 1962     MONUMENTED       CGS
 OS0305  HISTORY     - 1985     GOOD             NGS
 OS0305  HISTORY     - 19910629 GOOD             NGS
 OS0305
 OS0305                          STATION DESCRIPTION
 OS0305
 OS0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0305'1.7 MI NE FROM KADOKA.
 OS0305'ABOUT 1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0305'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, 1 POLE
 OS0305'EAST OF MILE POST 560, 52 FEET NORTH OF NORTH RAIL, 5 FEET
 OS0305'SOUTHEAST OF A POWER POLE WITH 3 GUY WIRES, 1.8 FEET NORTH OF A
 OS0305'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAILS,
 OS0305'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OS0305
 OS0305                          STATION RECOVERY (1985)
 OS0305
 OS0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0305'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OS0305'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.55 KM (0.35
 OS0305'MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION OF I-90 AT
 OS0305'KADOKA, THENCE 3.5 KM (2.2 MI) EAST ALONG BUSINESS ROUTE 90, AT THE T
 OS0305'JUNCTION OF SOUTH CREEK ROAD, 76.8 METERS (252 FT) SOUTHEAST OF THE
 OS0305'CENTER OF THE ROAD, 15.8 METERS (52 FT) NORTH OF THE NORTH RAIL OF THE
 OS0305'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 8.2 METERS (27 FT)
 OS0305'WEST OF THE WEST END OF A RIGHT-OF-WAY FENCE AND 4.2 METERS (14.5 FT)
 OS0305'WEST OF THE EXTENDED CENTER OF SOUTH CREEK ROAD.
 OS0305'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OS0305
 OS0305                          STATION RECOVERY (1991)
 OS0305
 OS0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0305'3.6 KM (2.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0305'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), THENCE 0.3
 OS0305'KM (0.20 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS (EXIT
 OS0305'152), 76.7 M (251.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.0
 OS0305'M (52.5 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA SOUTHERN RAILROAD,
 OS0305'7.5 M (24.6 FT) WEST OF THE EXTENDED CENTERLINE OF A SERVICE ROAD,
 OS0305'2.4 M (7.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 OS0305'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0388 ***********************************************************************
 PU0388  DESIGNATION -  U 373
 PU0388  PID         -  PU0388
 PU0388  STATE/COUNTY-  SD/PENNINGTON
 PU0388  COUNTRY     -  US
 PU0388  USGS QUAD   -  PEDRO (2017)
 PU0388
 PU0388                         *CURRENT SURVEY CONTROL
 PU0388  ______________________________________________________________________
 PU0388* NAD 83(1986) POSITION- 44 28 04.     (N) 102 01 11.     (W)   SCALED
 PU0388* NAVD 88 ORTHO HEIGHT -   720.934 (meters)     2365.26  (feet) ADJUSTED
 PU0388  ______________________________________________________________________
 PU0388  GEOID HEIGHT    -        -19.959 (meters)                     GEOID18
 PU0388  DYNAMIC HEIGHT  -        720.761 (meters)     2364.70  (feet) COMP
 PU0388  MODELED GRAVITY -    980,353.9   (mgal)                       NAVD 88
 PU0388
 PU0388  VERT ORDER      -  SECOND    CLASS 0
 PU0388
 PU0388.The horizontal coordinates were scaled from a map and have
 PU0388.an estimated accuracy of +/- 6 seconds.
 PU0388
 PU0388.The orthometric height was determined by differential leveling and
 PU0388.adjusted by the NATIONAL GEODETIC SURVEY
 PU0388.in June 1991.
 PU0388
 PU0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0388.GEOID18 height accuracy estimate available here.
 PU0388
 PU0388.Click photographs - Photos may exist for this station.
 PU0388
 PU0388.The dynamic height is computed by dividing the NAVD 88
 PU0388.geopotential number by the normal gravity value computed on the
 PU0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0388.degrees latitude (g = 980.6199 gals.).
 PU0388
 PU0388.The modeled gravity was interpolated from observed gravity values.
 PU0388
 PU0388;                    North         East    Units  Estimated Accuracy
 PU0388;SPC SD S     -   238,490.      465,820.      MT  (+/- 180 meters Scaled)
 PU0388
 PU0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK370281(NAD 83)
 PU0388
 PU0388                          SUPERSEDED SURVEY CONTROL
 PU0388
 PU0388  NGVD 29 (??/??/92)  720.484  (m)         2363.79   (f) ADJ UNCH    2 0
 PU0388
 PU0388.Superseded values are not recommended for survey control.
 PU0388
 PU0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0388.See file dsdata.pdf to determine how the superseded data were derived.
 PU0388
 PU0388_MARKER: DB = BENCH MARK DISK
 PU0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0388_STAMPING: U 373 1962
 PU0388_MARK LOGO: CGS
 PU0388_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0388_ROD/PIPE-DEPTH: 3.7 meters
 PU0388
 PU0388  HISTORY     - Date     Condition        Report By
 PU0388  HISTORY     - 1962     MONUMENTED       CGS
 PU0388
 PU0388                          STATION DESCRIPTION
 PU0388
 PU0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0388'9.6 MI NE FROM PEDRO.
 PU0388'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0388'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0388'8.65 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 13,
 PU0388'T 6 N, R 17 E, 0.55 MILE NORTH OF A ROAD JUNCTION, 32 FEET EAST
 PU0388'OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF A METAL WITNESS
 PU0388'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0388'COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND
 PU0388'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0366 ***********************************************************************
 PU0366  DESIGNATION -  U 374
 PU0366  PID         -  PU0366
 PU0366  STATE/COUNTY-  SD/PENNINGTON
 PU0366  COUNTRY     -  US
 PU0366  USGS QUAD   -  PEDRO SE (2017)
 PU0366
 PU0366                         *CURRENT SURVEY CONTROL
 PU0366  ______________________________________________________________________
 PU0366* NAD 83(1986) POSITION- 44 18 40.     (N) 102 01 05.     (W)   SCALED
 PU0366* NAVD 88 ORTHO HEIGHT -   799.482 (meters)     2622.97  (feet) ADJUSTED
 PU0366  ______________________________________________________________________
 PU0366  GEOID HEIGHT    -        -19.874 (meters)                     GEOID18
 PU0366  DYNAMIC HEIGHT  -        799.264 (meters)     2622.25  (feet) COMP
 PU0366  MODELED GRAVITY -    980,318.1   (mgal)                       NAVD 88
 PU0366
 PU0366  VERT ORDER      -  SECOND    CLASS 0
 PU0366
 PU0366.The horizontal coordinates were scaled from a map and have
 PU0366.an estimated accuracy of +/- 6 seconds.
 PU0366
 PU0366.The orthometric height was determined by differential leveling and
 PU0366.adjusted by the NATIONAL GEODETIC SURVEY
 PU0366.in June 1991.
 PU0366
 PU0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0366.GEOID18 height accuracy estimate available here.
 PU0366
 PU0366.Click photographs - Photos may exist for this station.
 PU0366
 PU0366.The dynamic height is computed by dividing the NAVD 88
 PU0366.geopotential number by the normal gravity value computed on the
 PU0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0366.degrees latitude (g = 980.6199 gals.).
 PU0366
 PU0366.The modeled gravity was interpolated from observed gravity values.
 PU0366
 PU0366;                    North         East    Units  Estimated Accuracy
 PU0366;SPC SD S     -   221,090.      465,600.      MT  (+/- 180 meters Scaled)
 PU0366
 PU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK378107(NAD 83)
 PU0366
 PU0366                          SUPERSEDED SURVEY CONTROL
 PU0366
 PU0366  NGVD 29 (??/??/92)  799.021  (m)         2621.45   (f) ADJ UNCH    2 0
 PU0366
 PU0366.Superseded values are not recommended for survey control.
 PU0366
 PU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0366.See file dsdata.pdf to determine how the superseded data were derived.
 PU0366
 PU0366_MARKER: DB = BENCH MARK DISK
 PU0366_SETTING: 66 = SET IN ROCK OUTCROP
 PU0366_STAMPING: U 374 1962
 PU0366_MARK LOGO: CGS
 PU0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0366+STABILITY: POSITION/ELEVATION WELL
 PU0366
 PU0366  HISTORY     - Date     Condition        Report By
 PU0366  HISTORY     - 1962     MONUMENTED       CGS
 PU0366
 PU0366                          STATION DESCRIPTION
 PU0366
 PU0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0366'9.6 MI NW FROM HILLAND.
 PU0366'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0366'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0366'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0366'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0366'GRAVELED ROAD, THENCE 2.9 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0366'IN SECTION 13, T 4 N, R 17 E, 0.25 MILE EAST OF A CREEK, ABOUT
 PU0366'0.25 MILE SOUTH OF AN EARTH DAM, 333 FEET SOUTH OF THE CENTER
 PU0366'LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 PU0366'ABOUT 4 FEET, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, AND
 PU0366'ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0678 ***********************************************************************
 PT0678  DESIGNATION -  U 375
 PT0678  PID         -  PT0678
 PT0678  STATE/COUNTY-  SD/HAAKON
 PT0678  COUNTRY     -  US
 PT0678  USGS QUAD   -  POST RANCH (2017)
 PT0678
 PT0678                         *CURRENT SURVEY CONTROL
 PT0678  ______________________________________________________________________
 PT0678* NAD 83(1986) POSITION- 44 22 19.     (N) 101 55 15.     (W)   SCALED
 PT0678* NAVD 88 ORTHO HEIGHT -   765.520 (meters)     2511.54  (feet) ADJUSTED
 PT0678  ______________________________________________________________________
 PT0678  GEOID HEIGHT    -        -20.201 (meters)                     GEOID18
 PT0678  DYNAMIC HEIGHT  -        765.318 (meters)     2510.88  (feet) COMP
 PT0678  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 PT0678
 PT0678  VERT ORDER      -  SECOND    CLASS 0
 PT0678
 PT0678.The horizontal coordinates were scaled from a map and have
 PT0678.an estimated accuracy of +/- 6 seconds.
 PT0678
 PT0678.The orthometric height was determined by differential leveling and
 PT0678.adjusted by the NATIONAL GEODETIC SURVEY
 PT0678.in June 1991.
 PT0678
 PT0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0678.GEOID18 height accuracy estimate available here.
 PT0678
 PT0678.Click photographs - Photos may exist for this station.
 PT0678
 PT0678.The dynamic height is computed by dividing the NAVD 88
 PT0678.geopotential number by the normal gravity value computed on the
 PT0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0678.degrees latitude (g = 980.6199 gals.).
 PT0678
 PT0678.The modeled gravity was interpolated from observed gravity values.
 PT0678
 PT0678;                    North         East    Units  Estimated Accuracy
 PT0678;SPC SD S     -   227,690.      473,480.      MT  (+/- 180 meters Scaled)
 PT0678
 PT0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ672173(NAD 83)
 PT0678
 PT0678                          SUPERSEDED SURVEY CONTROL
 PT0678
 PT0678  NGVD 29 (??/??/92)  765.060  (m)         2510.03   (f) ADJ UNCH    2 0
 PT0678
 PT0678.Superseded values are not recommended for survey control.
 PT0678
 PT0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0678.See file dsdata.pdf to determine how the superseded data were derived.
 PT0678
 PT0678_MARKER: DB = BENCH MARK DISK
 PT0678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0678_SP_SET: CATTLE GUARD
 PT0678_STAMPING: U 375 1962
 PT0678_MARK LOGO: CGS
 PT0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0678+STABILITY: SURFACE MOTION
 PT0678
 PT0678  HISTORY     - Date     Condition        Report By
 PT0678  HISTORY     - 1962     MONUMENTED       CGS
 PT0678  HISTORY     - 1981     MARK NOT FOUND   USGS
 PT0678
 PT0678                          STATION DESCRIPTION
 PT0678
 PT0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0678'12 MI NW FROM HILLAND.
 PT0678'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0678'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0678'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.3
 PT0678'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH
 PT0678'ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES EAST ALONG A GRADED
 PT0678'DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, IN
 PT0678'SECTION 21, T 5 N, R 18 E, SET IN THE TOP OF THE WEST END OF THE
 PT0678'SOUTH CONCRETE HEADWALL OF A CATTLE GUARD, 11 FEET WEST OF THE
 PT0678'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 PT0678
 PT0678                          STATION RECOVERY (1981)
 PT0678
 PT0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PT0678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1691 ***********************************************************************
 PU1691  DESIGNATION -  U 376 RESET
 PU1691  PID         -  PU1691
 PU1691  STATE/COUNTY-  SD/LAWRENCE
 PU1691  COUNTRY     -  US
 PU1691  USGS QUAD   -  SPEARFISH (2017)
 PU1691
 PU1691                         *CURRENT SURVEY CONTROL
 PU1691  ______________________________________________________________________
 PU1691* NAD 83(1986) POSITION- 44 28 28.     (N) 103 46 44.     (W)   SCALED
 PU1691* NAVD 88 ORTHO HEIGHT -  1193.09  (meters)     3914.3   (feet) RESET
 PU1691  ______________________________________________________________________
 PU1691  GEOID HEIGHT    -        -14.569 (meters)                     GEOID18
 PU1691  VERT ORDER      -  THIRD
 PU1691
 PU1691.The horizontal coordinates were scaled from a map and have
 PU1691.an estimated accuracy of +/- 6 seconds.
 PU1691
 PU1691.The orthometric height was computed from unverified reset data.
 PU1691
 PU1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1691.GEOID18 height accuracy estimate available here.
 PU1691
 PU1691.Click photographs - Photos may exist for this station.
 PU1691
 PU1691;                    North         East    Units  Estimated Accuracy
 PU1691;SPC SD N     -    78,260.      299,450.      MT  (+/- 180 meters Scaled)
 PU1691
 PU1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK971252(NAD 83)
 PU1691
 PU1691                          SUPERSEDED SURVEY CONTROL
 PU1691
 PU1691.No superseded survey control is available for this station.
 PU1691
 PU1691_MARKER: DB = BENCH MARK DISK
 PU1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1691_STAMPING: U 376 RESET 1971
 PU1691_MARK LOGO: CGS
 PU1691_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1691+STABILITY: SURFACE MOTION
 PU1691
 PU1691  HISTORY     - Date     Condition        Report By
 PU1691  HISTORY     - 1971     MONUMENTED       NGS
 PU1691
 PU1691                          STATION DESCRIPTION
 PU1691
 PU1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PU1691'4.4 MI E FROM SPEARFISH.
 PU1691'4.4 MILES EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE IN
 PU1691'SPEARFISH, 0.45 MILE WEST OF A CROSSROAD WHICH LEADS TO STATION
 PU1691'FALSE (0.2 MILE SOUTH), 99 FEET SOUTH OF THE SOUTH R.O.W. OF
 PU1691'INTERSTATE HIGHWAY 90, 49 FEET SOUTH OF THE CENTER OF HIGHWAY 85,
 PU1691'0.8 FOOT NORTH OF A FENCE LINE, 1.5 FEET EAST OF A METAL WITNESS
 PU1691'POST, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2025 ***********************************************************************
 PU2025  DESIGNATION -  U 377
 PU2025  PID         -  PU2025
 PU2025  STATE/COUNTY-  SD/BUTTE
 PU2025  COUNTRY     -  US
 PU2025  USGS QUAD   -  NISLAND (2017)
 PU2025
 PU2025                         *CURRENT SURVEY CONTROL
 PU2025  ______________________________________________________________________
 PU2025* NAD 83(1986) POSITION- 44 38 51.     (N) 103 35 41.     (W)   SCALED
 PU2025* NAVD 88 ORTHO HEIGHT -   903.880 (meters)     2965.48  (feet) ADJUSTED
 PU2025  ______________________________________________________________________
 PU2025  GEOID HEIGHT    -        -15.827 (meters)                     GEOID18
 PU2025  DYNAMIC HEIGHT  -        903.637 (meters)     2964.68  (feet) COMP
 PU2025  MODELED GRAVITY -    980,317.7   (mgal)                       NAVD 88
 PU2025
 PU2025  VERT ORDER      -  SECOND    CLASS 0
 PU2025
 PU2025.The horizontal coordinates were scaled from a map and have
 PU2025.an estimated accuracy of +/- 6 seconds.
 PU2025
 PU2025.The orthometric height was determined by differential leveling and
 PU2025.adjusted by the NATIONAL GEODETIC SURVEY
 PU2025.in June 1991.
 PU2025
 PU2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2025.GEOID18 height accuracy estimate available here.
 PU2025
 PU2025.Click photographs - Photos may exist for this station.
 PU2025
 PU2025.The dynamic height is computed by dividing the NAVD 88
 PU2025.geopotential number by the normal gravity value computed on the
 PU2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2025.degrees latitude (g = 980.6199 gals.).
 PU2025
 PU2025.The modeled gravity was interpolated from observed gravity values.
 PU2025
 PU2025;                    North         East    Units  Estimated Accuracy
 PU2025;SPC SD N     -    96,800.      314,940.      MT  (+/- 180 meters Scaled)
 PU2025
 PU2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK114447(NAD 83)
 PU2025
 PU2025                          SUPERSEDED SURVEY CONTROL
 PU2025
 PU2025  NGVD 29 (??/??/92)  903.395  (m)         2963.89   (f) ADJ UNCH    2 0
 PU2025
 PU2025.Superseded values are not recommended for survey control.
 PU2025
 PU2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2025.See file dsdata.pdf to determine how the superseded data were derived.
 PU2025
 PU2025_MARKER: DB = BENCH MARK DISK
 PU2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2025_STAMPING: U 377 1962
 PU2025_MARK LOGO: CGS
 PU2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2025+STABILITY: SURFACE MOTION
 PU2025
 PU2025  HISTORY     - Date     Condition        Report By
 PU2025  HISTORY     - 1962     MONUMENTED       CGS
 PU2025
 PU2025                          STATION DESCRIPTION
 PU2025
 PU2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2025'3.9 MI SW FROM NISLAND.
 PU2025'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2025'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 1.6 MILES WEST
 PU2025'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 PU2025'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, 30 FEET SOUTH
 PU2025'OF THE CENTER LINE OF THE ROAD, 42 FEET WEST OF THE PROLONGATION
 PU2025'OF THE CENTER LINE OF A GRAVELED ROAD NORTH, 67 FEET WEST OF
 PU2025'A TELEPHONE POLE, 49 FEET EAST OF THE CENTER OF A WIRE GATE
 PU2025'ACROSS AN ABANDONED GRADED ROAD, 2.0 FEET NORTH OF A FENCE,
 PU2025'1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU2025'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 PU2025'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0479 ***********************************************************************
 PU0479  DESIGNATION -  U 378
 PU0479  PID         -  PU0479
 PU0479  STATE/COUNTY-  SD/PENNINGTON
 PU0479  COUNTRY     -  US
 PU0479  USGS QUAD   -  PEDRO NW (2017)
 PU0479
 PU0479                         *CURRENT SURVEY CONTROL
 PU0479  ______________________________________________________________________
 PU0479* NAD 83(1986) POSITION- 44 23 18.     (N) 102 07 52.     (W)   SCALED
 PU0479* NAVD 88 ORTHO HEIGHT -   631.682 (meters)     2072.44  (feet) ADJUSTED
 PU0479  ______________________________________________________________________
 PU0479  GEOID HEIGHT    -        -19.628 (meters)                     GEOID18
 PU0479  DYNAMIC HEIGHT  -        631.531 (meters)     2071.95  (feet) COMP
 PU0479  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 PU0479
 PU0479  VERT ORDER      -  SECOND    CLASS 0
 PU0479
 PU0479.The horizontal coordinates were scaled from a map and have
 PU0479.an estimated accuracy of +/- 6 seconds.
 PU0479
 PU0479.The orthometric height was determined by differential leveling and
 PU0479.adjusted by the NATIONAL GEODETIC SURVEY
 PU0479.in June 1991.
 PU0479
 PU0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0479.GEOID18 height accuracy estimate available here.
 PU0479
 PU0479.Click photographs - Photos may exist for this station.
 PU0479
 PU0479.The dynamic height is computed by dividing the NAVD 88
 PU0479.geopotential number by the normal gravity value computed on the
 PU0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0479.degrees latitude (g = 980.6199 gals.).
 PU0479
 PU0479.The modeled gravity was interpolated from observed gravity values.
 PU0479
 PU0479;                    North         East    Units  Estimated Accuracy
 PU0479;SPC SD S     -   229,850.      456,760.      MT  (+/- 180 meters Scaled)
 PU0479
 PU0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK285190(NAD 83)
 PU0479
 PU0479                          SUPERSEDED SURVEY CONTROL
 PU0479
 PU0479  NGVD 29 (??/??/92)  631.237  (m)         2070.98   (f) ADJ UNCH    2 0
 PU0479
 PU0479.Superseded values are not recommended for survey control.
 PU0479
 PU0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0479.See file dsdata.pdf to determine how the superseded data were derived.
 PU0479
 PU0479_MARKER: DB = BENCH MARK DISK
 PU0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0479_STAMPING: U 378 1962
 PU0479_MARK LOGO: CGS
 PU0479_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0479+STABILITY: SURFACE MOTION
 PU0479
 PU0479  HISTORY     - Date     Condition        Report By
 PU0479  HISTORY     - 1962     MONUMENTED       CGS
 PU0479
 PU0479                          STATION DESCRIPTION
 PU0479
 PU0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0479'2.8 MI SW FROM PEDRO.
 PU0479'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 PU0479'PEDRO, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD TO A ROAD
 PU0479'JUNCTION, THENCE 1.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, 59
 PU0479'FEET WEST OF THE CENTER LINE OF THE ROAD, 57.6 FEET NORTHWEST
 PU0479'OF A POWER POLE, 12.6 FEET SOUTH OF A POWER POLE, 1.8 FEET EAST
 PU0479'OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PU0479'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0479'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0537 ***********************************************************************
 PU0537  DESIGNATION -  U 379
 PU0537  PID         -  PU0537
 PU0537  STATE/COUNTY-  SD/PENNINGTON
 PU0537  COUNTRY     -  US
 PU0537  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0537
 PU0537                         *CURRENT SURVEY CONTROL
 PU0537  ______________________________________________________________________
 PU0537* NAD 83(1986) POSITION- 44 06 37.     (N) 102 02 51.     (W)   SCALED
 PU0537* NAVD 88 ORTHO HEIGHT -   795.621 (meters)     2610.30  (feet) ADJUSTED
 PU0537  ______________________________________________________________________
 PU0537  GEOID HEIGHT    -        -19.688 (meters)                     GEOID18
 PU0537  DYNAMIC HEIGHT  -        795.389 (meters)     2609.54  (feet) COMP
 PU0537  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 PU0537
 PU0537  VERT ORDER      -  SECOND    CLASS 0
 PU0537
 PU0537.The horizontal coordinates were scaled from a map and have
 PU0537.an estimated accuracy of +/- 6 seconds.
 PU0537
 PU0537.The orthometric height was determined by differential leveling and
 PU0537.adjusted by the NATIONAL GEODETIC SURVEY
 PU0537.in June 1991.
 PU0537
 PU0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0537.GEOID18 height accuracy estimate available here.
 PU0537
 PU0537.Click photographs - Photos may exist for this station.
 PU0537
 PU0537.The dynamic height is computed by dividing the NAVD 88
 PU0537.geopotential number by the normal gravity value computed on the
 PU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0537.degrees latitude (g = 980.6199 gals.).
 PU0537
 PU0537.The modeled gravity was interpolated from observed gravity values.
 PU0537
 PU0537;                    North         East    Units  Estimated Accuracy
 PU0537;SPC SD S     -   198,820.      462,790.      MT  (+/- 180 meters Scaled)
 PU0537
 PU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ362883(NAD 83)
 PU0537
 PU0537                          SUPERSEDED SURVEY CONTROL
 PU0537
 PU0537  NGVD 29 (??/??/92)  795.165  (m)         2608.80   (f) ADJ UNCH    2 0
 PU0537
 PU0537.Superseded values are not recommended for survey control.
 PU0537
 PU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0537.See file dsdata.pdf to determine how the superseded data were derived.
 PU0537
 PU0537_MARKER: DB = BENCH MARK DISK
 PU0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0537_STAMPING: U 379 1962
 PU0537_MARK LOGO: CGS
 PU0537_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0537_ROD/PIPE-DEPTH: 4.9 meters
 PU0537
 PU0537  HISTORY     - Date     Condition        Report By
 PU0537  HISTORY     - 1962     MONUMENTED       CGS
 PU0537
 PU0537                          STATION DESCRIPTION
 PU0537
 PU0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0537'12.8 MI NE FROM QUINN.
 PU0537'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0537'AT QUINN, THENCE 4.05 MILES EAST ALONG A GRAVELED ROAD, 100
 PU0537'FEET NORTHEAST OF AND ACROSS THE ROAD FROM A POWER POLE, 38 FEET
 PU0537'NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF THE
 PU0537'EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTH, 2 1/2 FEET
 PU0537'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 PU0537'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER-COATED
 PU0537'ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 PU0537'6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0513 ***********************************************************************
 PU0513  DESIGNATION -  U 380
 PU0513  PID         -  PU0513
 PU0513  STATE/COUNTY-  SD/PENNINGTON
 PU0513  COUNTRY     -  US
 PU0513  USGS QUAD   -  WASTA NW (2017)
 PU0513
 PU0513                         *CURRENT SURVEY CONTROL
 PU0513  ______________________________________________________________________
 PU0513* NAD 83(1986) POSITION- 44 11 49.     (N) 102 23 13.     (W)   SCALED
 PU0513* NAVD 88 ORTHO HEIGHT -   676.889 (meters)     2220.76  (feet) ADJUSTED
 PU0513  ______________________________________________________________________
 PU0513  GEOID HEIGHT    -        -18.832 (meters)                     GEOID18
 PU0513  DYNAMIC HEIGHT  -        676.700 (meters)     2220.14  (feet) COMP
 PU0513  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 PU0513
 PU0513  VERT ORDER      -  SECOND    CLASS 0
 PU0513
 PU0513.The horizontal coordinates were scaled from a map and have
 PU0513.an estimated accuracy of +/- 6 seconds.
 PU0513
 PU0513.The orthometric height was determined by differential leveling and
 PU0513.adjusted by the NATIONAL GEODETIC SURVEY
 PU0513.in June 1991.
 PU0513
 PU0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0513.GEOID18 height accuracy estimate available here.
 PU0513
 PU0513.Click photographs - Photos may exist for this station.
 PU0513
 PU0513.The dynamic height is computed by dividing the NAVD 88
 PU0513.geopotential number by the normal gravity value computed on the
 PU0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0513.degrees latitude (g = 980.6199 gals.).
 PU0513
 PU0513.The modeled gravity was interpolated from observed gravity values.
 PU0513
 PU0513;                    North         East    Units  Estimated Accuracy
 PU0513;SPC SD S     -   209,070.      435,860.      MT  (+/- 180 meters Scaled)
 PU0513
 PU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ088970(NAD 83)
 PU0513
 PU0513                          SUPERSEDED SURVEY CONTROL
 PU0513
 PU0513  NGVD 29 (??/??/92)  676.434  (m)         2219.27   (f) ADJ UNCH    2 0
 PU0513
 PU0513.Superseded values are not recommended for survey control.
 PU0513
 PU0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0513.See file dsdata.pdf to determine how the superseded data were derived.
 PU0513
 PU0513_MARKER: DB = BENCH MARK DISK
 PU0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0513_STAMPING: U 380 1962
 PU0513_MARK LOGO: CGS
 PU0513_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0513+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 PU0513_ROD/PIPE-DEPTH: 3.7 meters
 PU0513
 PU0513  HISTORY     - Date     Condition        Report By
 PU0513  HISTORY     - 1962     MONUMENTED       CGS
 PU0513  HISTORY     - 20090925 GOOD             USGS
 PU0513
 PU0513                          STATION DESCRIPTION
 PU0513
 PU0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0513'21.6 MI NW FROM WALL.
 PU0513'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM
 PU0513'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0513'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0513'THENCE 2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 11.05 MILES
 PU0513'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 25, T 3 N, R 14 E,
 PU0513'OR 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0513'AND SERVICE STATION AT CREIGHTON, THENCE 3.0 MILES WEST ALONG
 PU0513'A GRAVELED ROAD, THENCE 3.7 MILES NORTHWEST ALONG A GRAVELED
 PU0513'ROAD TO A PRIVATE ROAD LEADING TO A RANCH, THENCE 5.1 MILES
 PU0513'NORTHWEST ALONG A GRADED DIRT ROAD 0.1 MILE SOUTH OF A SET OF
 PU0513'RANCH BUILDINGS, 173 FEET NORTHWEST OF THE CENTER LINE OF THE
 PU0513'ROAD, 21 1/2 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE,
 PU0513'28 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 6 INCHES
 PU0513'EAST OF A FENCE, 1.7 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 PU0513'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0513'COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS
 PU0513'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 PU0513
 PU0513                          STATION RECOVERY (2009)
 PU0513
 PU0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2009 (RFT)
 PU0513'THE CLAY TILE PIPE HAS BROKEN OFF APPROXIMATELY AT GROUND LEVEL,
 PU0513'LEAVING THE DISK PROJECTING ABOVE THE GROUND APPROXIMATELY 0.1 FEET.
 PU0513'THE DISK ITSELF HAS BEEN BENT SLIGHTLY, BUT THE ROD IT IS MOUNTED ON
 PU0513'APPEARS TO STILL BE STRAIGHT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0091 ***********************************************************************
 OT0091  DESIGNATION -  U 381
 OT0091  PID         -  OT0091
 OT0091  STATE/COUNTY-  SD/PENNINGTON
 OT0091  COUNTRY     -  US
 OT0091  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0091
 OT0091                         *CURRENT SURVEY CONTROL
 OT0091  ______________________________________________________________________
 OT0091* NAD 83(1986) POSITION- 43 57 56.     (N) 102 21 30.     (W)   SCALED
 OT0091* NAVD 88 ORTHO HEIGHT -   860.783 (meters)     2824.09  (feet) ADJUSTED
 OT0091  ______________________________________________________________________
 OT0091  GEOID HEIGHT    -        -18.643 (meters)                     GEOID18
 OT0091  DYNAMIC HEIGHT  -        860.514 (meters)     2823.20  (feet) COMP
 OT0091  MODELED GRAVITY -    980,277.8   (mgal)                       NAVD 88
 OT0091
 OT0091  VERT ORDER      -  SECOND    CLASS 0
 OT0091
 OT0091.The horizontal coordinates were scaled from a map and have
 OT0091.an estimated accuracy of +/- 6 seconds.
 OT0091
 OT0091.The orthometric height was determined by differential leveling and
 OT0091.adjusted by the NATIONAL GEODETIC SURVEY
 OT0091.in June 1991.
 OT0091
 OT0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0091.GEOID18 height accuracy estimate available here.
 OT0091
 OT0091.Click photographs - Photos may exist for this station.
 OT0091
 OT0091.The dynamic height is computed by dividing the NAVD 88
 OT0091.geopotential number by the normal gravity value computed on the
 OT0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0091.degrees latitude (g = 980.6199 gals.).
 OT0091
 OT0091.The modeled gravity was interpolated from observed gravity values.
 OT0091
 OT0091;                    North         East    Units  Estimated Accuracy
 OT0091;SPC SD S     -   183,310.      437,520.      MT  (+/- 180 meters Scaled)
 OT0091
 OT0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ119714(NAD 83)
 OT0091
 OT0091                          SUPERSEDED SURVEY CONTROL
 OT0091
 OT0091  NGVD 29 (??/??/92)  860.325  (m)         2822.58   (f) ADJ UNCH    2 0
 OT0091
 OT0091.Superseded values are not recommended for survey control.
 OT0091
 OT0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0091.See file dsdata.pdf to determine how the superseded data were derived.
 OT0091
 OT0091_MARKER: DB = BENCH MARK DISK
 OT0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0091_STAMPING: U 381 1962
 OT0091_MARK LOGO: CGS
 OT0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0091+STABILITY: SURFACE MOTION
 OT0091
 OT0091  HISTORY     - Date     Condition        Report By
 OT0091  HISTORY     - 1962     MONUMENTED       CGS
 OT0091
 OT0091                          STATION DESCRIPTION
 OT0091
 OT0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0091'13.8 MI SE FROM WASTA.
 OT0091'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0091'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG
 OT0091'A GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0091'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0091'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, IN
 OT0091'SECTION 17 T 1 S R 15 E, 85 FEET SOUTHWEST OF THE CENTER LINE OF
 OT0091'A CURVE WITH A TANGENT TO THE EAST, 45 FEET EAST OF THE CENTER
 OT0091'LINE OF A GATE AND A FIELD ROAD LEADING SOUTH, 11 1/2 FEET WEST
 OT0091'OF A BRACED POWER POLE, 2 FEET NORT OF A FENCE, 1.6 FEET WEST
 OT0091'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 OT0091'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 OT0091'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0497 ***********************************************************************
 OS0497  DESIGNATION -  U 382
 OS0497  PID         -  OS0497
 OS0497  STATE/COUNTY-  SD/JACKSON
 OS0497  COUNTRY     -  US
 OS0497  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0497
 OS0497                         *CURRENT SURVEY CONTROL
 OS0497  ______________________________________________________________________
 OS0497* NAD 83(1986) POSITION- 43 51 34.     (N) 101 56 24.     (W)   SCALED
 OS0497* NAVD 88 ORTHO HEIGHT -   786.584 (meters)     2580.65  (feet) ADJUSTED
 OS0497  ______________________________________________________________________
 OS0497  GEOID HEIGHT    -        -20.037 (meters)                     GEOID18
 OS0497  DYNAMIC HEIGHT  -        786.337 (meters)     2579.84  (feet) COMP
 OS0497  MODELED GRAVITY -    980,279.1   (mgal)                       NAVD 88
 OS0497
 OS0497  VERT ORDER      -  SECOND    CLASS 0
 OS0497
 OS0497.The horizontal coordinates were scaled from a map and have
 OS0497.an estimated accuracy of +/- 6 seconds.
 OS0497
 OS0497.The orthometric height was determined by differential leveling and
 OS0497.adjusted by the NATIONAL GEODETIC SURVEY
 OS0497.in June 1991.
 OS0497
 OS0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0497.GEOID18 height accuracy estimate available here.
 OS0497
 OS0497.Click photographs - Photos may exist for this station.
 OS0497
 OS0497.The dynamic height is computed by dividing the NAVD 88
 OS0497.geopotential number by the normal gravity value computed on the
 OS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0497.degrees latitude (g = 980.6199 gals.).
 OS0497
 OS0497.The modeled gravity was interpolated from observed gravity values.
 OS0497
 OS0497;                    North         East    Units  Estimated Accuracy
 OS0497;SPC SD S     -   170,790.      470,850.      MT  (+/- 180 meters Scaled)
 OS0497
 OS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP637604(NAD 83)
 OS0497
 OS0497                          SUPERSEDED SURVEY CONTROL
 OS0497
 OS0497  NGVD 29 (??/??/92)  786.133  (m)         2579.17   (f) ADJ UNCH    2 0
 OS0497
 OS0497.Superseded values are not recommended for survey control.
 OS0497
 OS0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0497.See file dsdata.pdf to determine how the superseded data were derived.
 OS0497
 OS0497_MARKER: DB = BENCH MARK DISK
 OS0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0497_STAMPING: U 382 1962
 OS0497_MARK LOGO: CGS
 OS0497_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0497+STABILITY: SURFACE MOTION
 OS0497
 OS0497  HISTORY     - Date     Condition        Report By
 OS0497  HISTORY     - 1962     MONUMENTED       CGS
 OS0497
 OS0497                          STATION DESCRIPTION
 OS0497
 OS0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0497'9 MI N FROM CEDAR PASS.
 OS0497'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0497'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.5
 OS0497'MILES NORTH ALONG A GRAVELED ROAD TO A CURVE TO THE EAST, THENCE
 OS0497'1.15 MILES NORTH ALONG A GRADED DIRT ROAD TO A CURVE TO THE
 OS0497'WEST, THENCE 0.7 MILE NORTH ALONG A TRAIL ROAD ALONG THE EAST
 OS0497'SIDE OF A POWER LINE, 185 FEET SOUTHWEST OF THE CENTER LINE OF
 OS0497'INTERSTATE HIGHWAY 90, 76 FEET WEST OF THE CENTER LINE OF
 OS0497'A GATE ACROSS A TRAIL ROAD, 15 1/2 FEET WEST OF A POWER POLE, 2
 OS0497'FEET NORTH OF A FENCE, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 OS0497'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 OS0497'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0498 ***********************************************************************
 OS0498  DESIGNATION -  U 382 RESET
 OS0498  PID         -  OS0498
 OS0498  STATE/COUNTY-  SD/JACKSON
 OS0498  COUNTRY     -  US
 OS0498  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0498
 OS0498                         *CURRENT SURVEY CONTROL
 OS0498  ______________________________________________________________________
 OS0498* NAD 83(1986) POSITION- 43 51 34.     (N) 101 56 24.     (W)   SCALED
 OS0498* NAVD 88 ORTHO HEIGHT -   786.668 (meters)     2580.93  (feet) ADJUSTED
 OS0498  ______________________________________________________________________
 OS0498  GEOID HEIGHT    -        -20.037 (meters)                     GEOID18
 OS0498  DYNAMIC HEIGHT  -        786.421 (meters)     2580.12  (feet) COMP
 OS0498  MODELED GRAVITY -    980,279.1   (mgal)                       NAVD 88
 OS0498
 OS0498  VERT ORDER      -  FIRST     CLASS II
 OS0498
 OS0498.The horizontal coordinates were scaled from a map and have
 OS0498.an estimated accuracy of +/- 6 seconds.
 OS0498
 OS0498.The orthometric height was determined by differential leveling and
 OS0498.adjusted by the NATIONAL GEODETIC SURVEY
 OS0498.in September 1993.
 OS0498
 OS0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0498.GEOID18 height accuracy estimate available here.
 OS0498
 OS0498.Click photographs - Photos may exist for this station.
 OS0498
 OS0498.The dynamic height is computed by dividing the NAVD 88
 OS0498.geopotential number by the normal gravity value computed on the
 OS0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0498.degrees latitude (g = 980.6199 gals.).
 OS0498
 OS0498.The modeled gravity was interpolated from observed gravity values.
 OS0498
 OS0498;                    North         East    Units  Estimated Accuracy
 OS0498;SPC SD S     -   170,790.      470,850.      MT  (+/- 180 meters Scaled)
 OS0498
 OS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP637604(NAD 83)
 OS0498
 OS0498                          SUPERSEDED SURVEY CONTROL
 OS0498
 OS0498.No superseded survey control is available for this station.
 OS0498
 OS0498_MARKER: DV = VERTICAL CONTROL DISK
 OS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0498_STAMPING: U 382 RESET 1973
 OS0498_MARK LOGO: NGS
 OS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0498+STABILITY: SURFACE MOTION
 OS0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0498+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OS0498
 OS0498  HISTORY     - Date     Condition        Report By
 OS0498  HISTORY     - 1973     MONUMENTED       NGS
 OS0498  HISTORY     - 19910713 GOOD             NGS
 OS0498  HISTORY     - 20120607 GOOD             INDIV
 OS0498
 OS0498                          STATION DESCRIPTION
 OS0498
 OS0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OS0498'2.2 MI W FROM CACTUS FLAT.
 OS0498'2.2 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM THE HIGHWAY
 OS0498'OVERPASS AT CACTUS FLAT, 207 FEET WEST OF A JOG IN THE SOUTH
 OS0498'RIGHT-OF-WAY FENCE, 108 FEET WEST OF BEING ON LINE WITH POWER
 OS0498'POLES TO THE SOUTH, 13 FEET EAST OF THE EAST GATE POST OF
 OS0498'ENTRANCE TO PASTURE, I-FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 OS0498'FENCE LINE, 1.7 FEET WEST OF A METAL WITNESS POST, AND SET IN
 OS0498'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 OS0498'BENCH MARK U 382 1962 WAS RECOVERED IN GOOD CONDITION.  DUE TO
 OS0498'NEW HIGHWAY CONSTRUCTION TO THE SOUTH DAKOTA HIGHWAY DEPARTMENT
 OS0498'REQUESTED THAT THE MARK BE MOVED.  THE DISK WAS REMOVED FROM
 OS0498'BENCH MARK U 382 1962 AT THIS TIME.
 OS0498
 OS0498                          STATION RECOVERY (1991)
 OS0498
 OS0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0498'28.8 KM (17.90 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0498'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE EAST END
 OS0498'OF 3 BRACED FENCE POSTS, 232.4 M (762.5 FT) NORTHWEST OF MILEPOST
 OS0498'129, 33.4 M (109.6 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 OS0498'LANES OF THE HIGHWAY, 7.8 M (25.6 FT) SOUTHEAST OF THE CENTER OF A
 OS0498'GATE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 OS0498'NORTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 OS0498'POST, 0.2 M (0.7 FT) NORTHEAST OF THE FENCE, AND THE MONUMENT
 OS0498'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OS0498
 OS0498                          STATION RECOVERY (2012)
 OS0498
 OS0498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0738 ***********************************************************************
 PT0738  DESIGNATION -  U 383
 PT0738  PID         -  PT0738
 PT0738  STATE/COUNTY-  SD/HAAKON
 PT0738  COUNTRY     -  US
 PT0738  USGS QUAD   -  GRINDSTONE (2017)
 PT0738
 PT0738                         *CURRENT SURVEY CONTROL
 PT0738  ______________________________________________________________________
 PT0738* NAD 83(1986) POSITION- 44 11 51.     (N) 101 53 12.     (W)   SCALED
 PT0738* NAVD 88 ORTHO HEIGHT -   779.461 (meters)     2557.28  (feet) ADJUSTED
 PT0738  ______________________________________________________________________
 PT0738  GEOID HEIGHT    -        -20.248 (meters)                     GEOID18
 PT0738  DYNAMIC HEIGHT  -        779.238 (meters)     2556.55  (feet) COMP
 PT0738  MODELED GRAVITY -    980,306.4   (mgal)                       NAVD 88
 PT0738
 PT0738  VERT ORDER      -  SECOND    CLASS 0
 PT0738
 PT0738.The horizontal coordinates were scaled from a map and have
 PT0738.an estimated accuracy of +/- 6 seconds.
 PT0738
 PT0738.The orthometric height was determined by differential leveling and
 PT0738.adjusted by the NATIONAL GEODETIC SURVEY
 PT0738.in June 1991.
 PT0738
 PT0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0738.GEOID18 height accuracy estimate available here.
 PT0738
 PT0738.Click photographs - Photos may exist for this station.
 PT0738
 PT0738.The dynamic height is computed by dividing the NAVD 88
 PT0738.geopotential number by the normal gravity value computed on the
 PT0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0738.degrees latitude (g = 980.6199 gals.).
 PT0738
 PT0738.The modeled gravity was interpolated from observed gravity values.
 PT0738
 PT0738;                    North         East    Units  Estimated Accuracy
 PT0738;SPC SD S     -   208,260.      475,840.      MT  (+/- 180 meters Scaled)
 PT0738
 PT0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP693978(NAD 83)
 PT0738
 PT0738                          SUPERSEDED SURVEY CONTROL
 PT0738
 PT0738  NGVD 29 (??/??/92)  778.999  (m)         2555.77   (f) ADJ UNCH    2 0
 PT0738
 PT0738.Superseded values are not recommended for survey control.
 PT0738
 PT0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0738.See file dsdata.pdf to determine how the superseded data were derived.
 PT0738
 PT0738_MARKER: DB = BENCH MARK DISK
 PT0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0738_STAMPING: U 383 1962
 PT0738_MARK LOGO: CGS
 PT0738_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0738+STABILITY: SURFACE MOTION
 PT0738
 PT0738  HISTORY     - Date     Condition        Report By
 PT0738  HISTORY     - 1962     MONUMENTED       CGS
 PT0738
 PT0738                          STATION DESCRIPTION
 PT0738
 PT0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0738'8.5 MI SW FROM HILLAND.
 PT0738'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0738'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0738'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0738'2.0 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 17, T 3 N,
 PT0738'R 19 E, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39 FEET
 PT0738'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 150 FEET
 PT0738'EAST OF THE EXTENDED CENTER LINE OF A ROAD WHICH LEADS SOUTH,
 PT0738'1 1/2 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A METAL WITNESS
 PT0738'POST ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0738'POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0112 ***********************************************************************
 OT0112  DESIGNATION -  U 384
 OT0112  PID         -  OT0112
 OT0112  STATE/COUNTY-  SD/PENNINGTON
 OT0112  COUNTRY     -  US
 OT0112  USGS QUAD   -  WALL (2017)
 OT0112
 OT0112                         *CURRENT SURVEY CONTROL
 OT0112  ______________________________________________________________________
 OT0112* NAD 83(1986) POSITION- 43 59 15.     (N) 102 11 07.     (W)   SCALED
 OT0112* NAVD 88 ORTHO HEIGHT -   822.037 (meters)     2696.97  (feet) ADJUSTED
 OT0112  ______________________________________________________________________
 OT0112  GEOID HEIGHT    -        -19.196 (meters)                     GEOID18
 OT0112  DYNAMIC HEIGHT  -        821.787 (meters)     2696.15  (feet) COMP
 OT0112  MODELED GRAVITY -    980,287.2   (mgal)                       NAVD 88
 OT0112
 OT0112  VERT ORDER      -  SECOND    CLASS 0
 OT0112
 OT0112.The horizontal coordinates were scaled from a map and have
 OT0112.an estimated accuracy of +/- 6 seconds.
 OT0112
 OT0112.The orthometric height was determined by differential leveling and
 OT0112.adjusted by the NATIONAL GEODETIC SURVEY
 OT0112.in June 1991.
 OT0112
 OT0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0112.GEOID18 height accuracy estimate available here.
 OT0112
 OT0112.Click photographs - Photos may exist for this station.
 OT0112
 OT0112.The dynamic height is computed by dividing the NAVD 88
 OT0112.geopotential number by the normal gravity value computed on the
 OT0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0112.degrees latitude (g = 980.6199 gals.).
 OT0112
 OT0112.The modeled gravity was interpolated from observed gravity values.
 OT0112
 OT0112;                    North         East    Units  Estimated Accuracy
 OT0112;SPC SD S     -   185,420.      451,450.      MT  (+/- 180 meters Scaled)
 OT0112
 OT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ257743(NAD 83)
 OT0112
 OT0112                          SUPERSEDED SURVEY CONTROL
 OT0112
 OT0112  NGVD 29 (??/??/92)  821.579  (m)         2695.46   (f) ADJ UNCH    2 0
 OT0112
 OT0112.Superseded values are not recommended for survey control.
 OT0112
 OT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0112.See file dsdata.pdf to determine how the superseded data were derived.
 OT0112
 OT0112_MARKER: DB = BENCH MARK DISK
 OT0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0112_STAMPING: U 384 1962
 OT0112_MARK LOGO: CGS
 OT0112_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0112
 OT0112  HISTORY     - Date     Condition        Report By
 OT0112  HISTORY     - 1962     MONUMENTED       CGS
 OT0112
 OT0112                          STATION DESCRIPTION
 OT0112
 OT0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0112'3 MI E FROM WALL.
 OT0112'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0112'AT WALL, THENCE 1.65 MILE EAST ALONG U.S. HIGHWAY 14 AND 16,
 OT0112'THENCE 1.1 MILE EAST ALONG U.S. HIGHWAY 14 IN SECTION 3, T 1 S,
 OT0112'R 16 E, 97 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET
 OT0112'WEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.3 FEET
 OT0112'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 OT0112'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH
 OT0112'OF 16 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0159 ***********************************************************************
 OT0159  DESIGNATION -  U 385
 OT0159  PID         -  OT0159
 OT0159  STATE/COUNTY-  SD/PENNINGTON
 OT0159  COUNTRY     -  US
 OT0159  USGS QUAD   -  WALL NE (2017)
 OT0159
 OT0159                         *CURRENT SURVEY CONTROL
 OT0159  ______________________________________________________________________
 OT0159* NAD 83(1986) POSITION- 43 58 56.98   (N) 102 06 22.31   (W)   HD_HELD1
 OT0159* NAVD 88 ORTHO HEIGHT -   784.765 (meters)     2574.68  (feet) ADJUSTED
 OT0159  ______________________________________________________________________
 OT0159  GEOID HEIGHT    -        -19.475 (meters)                     GEOID18
 OT0159  DYNAMIC HEIGHT  -        784.526 (meters)     2573.90  (feet) COMP
 OT0159  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 OT0159
 OT0159  VERT ORDER      -  SECOND    CLASS 0
 OT0159
 OT0159.The horizontal coordinates were determined by differentially corrected
 OT0159.hand held GPS observations or other comparable positioning techniques
 OT0159.and have an estimated accuracy of +/- 3 meters.
 OT0159
 OT0159.The orthometric height was determined by differential leveling and
 OT0159.adjusted by the NATIONAL GEODETIC SURVEY
 OT0159.in June 1991.
 OT0159
 OT0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0159.GEOID18 height accuracy estimate available here.
 OT0159
 OT0159.Click photographs - Photos may exist for this station.
 OT0159
 OT0159.The dynamic height is computed by dividing the NAVD 88
 OT0159.geopotential number by the normal gravity value computed on the
 OT0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0159.degrees latitude (g = 980.6199 gals.).
 OT0159
 OT0159.The modeled gravity was interpolated from observed gravity values.
 OT0159
 OT0159;                    North         East    Units  Estimated Accuracy
 OT0159;SPC SD S     -   184,727.9     457,784.7     MT  (+/- 3 meters HH1 GPS) 
 OT0159
 OT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3207974000(NAD 83)
 OT0159
 OT0159                          SUPERSEDED SURVEY CONTROL
 OT0159
 OT0159  NGVD 29 (??/??/92)  784.308  (m)         2573.18   (f) ADJ UNCH    2 0
 OT0159
 OT0159.Superseded values are not recommended for survey control.
 OT0159
 OT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0159.See file dsdata.pdf to determine how the superseded data were derived.
 OT0159
 OT0159_MARKER: DB = BENCH MARK DISK
 OT0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0159_STAMPING: U 385 1962
 OT0159_MARK LOGO: CGS
 OT0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0159+STABILITY: SURFACE MOTION
 OT0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0159+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2017
 OT0159
 OT0159  HISTORY     - Date     Condition        Report By
 OT0159  HISTORY     - 1962     MONUMENTED       CGS
 OT0159  HISTORY     - 20170807 GOOD             SDDT
 OT0159
 OT0159                          STATION DESCRIPTION
 OT0159
 OT0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0159'1.2 MI E FROM QUINN.
 OT0159'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0159'QUINN, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0159'5, T 1 S, R 17 E, 99 FEET NORTH OF THE CENTER LINE OF THE
 OT0159'HIGHWAY, 85 FEET EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A
 OT0159'FENCE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 OT0159'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OT0159'POST PROJECTING 6 INCHES.
 OT0159
 OT0159                          STATION RECOVERY (2017)
 OT0159
 OT0159'RECOVERY NOTE BY SD DEPT OF TRANSP 2017 (JCC)
 OT0159'RECOVERED AS DESCRIBED. FENCE TO THE NORTH HAS SINCE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0563 ***********************************************************************
 OS0563  DESIGNATION -  U 386
 OS0563  PID         -  OS0563
 OS0563  STATE/COUNTY-  SD/JACKSON
 OS0563  COUNTRY     -  US
 OS0563  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0563
 OS0563                         *CURRENT SURVEY CONTROL
 OS0563  ______________________________________________________________________
 OS0563* NAD 83(1986) POSITION- 43 55 20.     (N) 101 50 22.     (W)   SCALED
 OS0563* NAVD 88 ORTHO HEIGHT -   744.815 (meters)     2443.61  (feet) ADJUSTED
 OS0563  ______________________________________________________________________
 OS0563  GEOID HEIGHT    -        -20.427 (meters)                     GEOID18
 OS0563  DYNAMIC HEIGHT  -        744.587 (meters)     2442.87  (feet) COMP
 OS0563  MODELED GRAVITY -    980,288.4   (mgal)                       NAVD 88
 OS0563
 OS0563  VERT ORDER      -  SECOND    CLASS 0
 OS0563
 OS0563.The horizontal coordinates were scaled from a map and have
 OS0563.an estimated accuracy of +/- 6 seconds.
 OS0563
 OS0563.The orthometric height was determined by differential leveling and
 OS0563.adjusted by the NATIONAL GEODETIC SURVEY
 OS0563.in June 1991.
 OS0563
 OS0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0563.GEOID18 height accuracy estimate available here.
 OS0563
 OS0563.Click photographs - Photos may exist for this station.
 OS0563
 OS0563.The dynamic height is computed by dividing the NAVD 88
 OS0563.geopotential number by the normal gravity value computed on the
 OS0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0563.degrees latitude (g = 980.6199 gals.).
 OS0563
 OS0563.The modeled gravity was interpolated from observed gravity values.
 OS0563
 OS0563;                    North         East    Units  Estimated Accuracy
 OS0563;SPC SD S     -   177,610.      479,060.      MT  (+/- 180 meters Scaled)
 OS0563
 OS0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP720671(NAD 83)
 OS0563
 OS0563                          SUPERSEDED SURVEY CONTROL
 OS0563
 OS0563  NGVD 29 (??/??/92)  744.363  (m)         2442.13   (f) ADJ UNCH    2 0
 OS0563
 OS0563.Superseded values are not recommended for survey control.
 OS0563
 OS0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0563.See file dsdata.pdf to determine how the superseded data were derived.
 OS0563
 OS0563_MARKER: DB = BENCH MARK DISK
 OS0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0563_STAMPING: U 386 1962
 OS0563_MARK LOGO: CGS
 OS0563_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0563_ROD/PIPE-DEPTH: 4.9 meters
 OS0563
 OS0563  HISTORY     - Date     Condition        Report By
 OS0563  HISTORY     - 1962     MONUMENTED       CGS
 OS0563
 OS0563                          STATION DESCRIPTION
 OS0563
 OS0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0563'6.7 MI SE FROM COTTONWOOD.
 OS0563'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0563'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0563'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 OS0563'EAST ALONG A GRADED DIRT ROAD, 32 FEET SOUTH OF THE CENTER LINE
 OS0563'OF THE ROAD, 18 FEET EAST OF A T FENCE LEADING SOUTH, 1 1/2
 OS0563'FEET NORTH OF AN EAST-WEST FENCE, 1.0 FEET EAST OF A METAL
 OS0563'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON
 OS0563'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 OS0563'OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1849 ***********************************************************************
 PU1849  DESIGNATION -  U 387
 PU1849  PID         -  PU1849
 PU1849  STATE/COUNTY-  SD/BUTTE
 PU1849  COUNTRY     -  US
 PU1849  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1849
 PU1849                         *CURRENT SURVEY CONTROL
 PU1849  ______________________________________________________________________
 PU1849* NAD 83(1986) POSITION- 44 54 32.     (N) 103 51 11.     (W)   SCALED
 PU1849* NAVD 88 ORTHO HEIGHT -   945.009 (meters)     3100.42  (feet) ADJUSTED
 PU1849  ______________________________________________________________________
 PU1849  GEOID HEIGHT    -        -15.779 (meters)                     GEOID18
 PU1849  DYNAMIC HEIGHT  -        944.762 (meters)     3099.61  (feet) COMP
 PU1849  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 PU1849
 PU1849  VERT ORDER      -  SECOND    CLASS 0
 PU1849
 PU1849.The horizontal coordinates were scaled from a map and have
 PU1849.an estimated accuracy of +/- 6 seconds.
 PU1849
 PU1849.The orthometric height was determined by differential leveling and
 PU1849.adjusted by the NATIONAL GEODETIC SURVEY
 PU1849.in June 1991.
 PU1849
 PU1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1849.GEOID18 height accuracy estimate available here.
 PU1849
 PU1849.Click photographs - Photos may exist for this station.
 PU1849
 PU1849.The dynamic height is computed by dividing the NAVD 88
 PU1849.geopotential number by the normal gravity value computed on the
 PU1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1849.degrees latitude (g = 980.6199 gals.).
 PU1849
 PU1849.The modeled gravity was interpolated from observed gravity values.
 PU1849
 PU1849;                    North         East    Units  Estimated Accuracy
 PU1849;SPC SD N     -   126,760.      295,850.      MT  (+/- 180 meters Scaled)
 PU1849
 PU1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK905734(NAD 83)
 PU1849
 PU1849                          SUPERSEDED SURVEY CONTROL
 PU1849
 PU1849  NGVD 29 (??/??/92)  944.521  (m)         3098.82   (f) ADJ UNCH    2 0
 PU1849
 PU1849.Superseded values are not recommended for survey control.
 PU1849
 PU1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1849.See file dsdata.pdf to determine how the superseded data were derived.
 PU1849
 PU1849_MARKER: DB = BENCH MARK DISK
 PU1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1849_STAMPING: U 387 1962
 PU1849_MARK LOGO: CGS
 PU1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1849+STABILITY: SURFACE MOTION
 PU1849
 PU1849  HISTORY     - Date     Condition        Report By
 PU1849  HISTORY     - 1962     MONUMENTED       CGS
 PU1849
 PU1849                          STATION DESCRIPTION
 PU1849
 PU1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1849'17.3 MI N FROM BELLE FOURCHE.
 PU1849'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1849'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 4.85
 PU1849'MILES NORTH ALONG A GRAVELED ROAD, 0.1 MILE NORTHWEST OF A SET
 PU1849'OF TRANSFORMERS, 89 FEET EAST OF THE CENTER LINE OF THE ROAD, 43
 PU1849'FEET NORTH OF THE CENTER OF A WIRE GATE AND ROAD TO TRANSFORMERS,
 PU1849'44 FEET WEST OF A POWER POLE, 2 FEET WEST OF A FENCE, 1.7 FEET
 PU1849'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 PU1849'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PU1849'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0626 ***********************************************************************
 PT0626  DESIGNATION -  U 388
 PT0626  PID         -  PT0626
 PT0626  STATE/COUNTY-  SD/HAAKON
 PT0626  COUNTRY     -  US
 PT0626  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0626
 PT0626                         *CURRENT SURVEY CONTROL
 PT0626  ______________________________________________________________________
 PT0626* NAD 83(1986) POSITION- 44 03 08.     (N) 101 56 46.     (W)   SCALED
 PT0626* NAVD 88 ORTHO HEIGHT -   820.879 (meters)     2693.17  (feet) ADJUSTED
 PT0626  ______________________________________________________________________
 PT0626  GEOID HEIGHT    -        -20.059 (meters)                     GEOID18
 PT0626  DYNAMIC HEIGHT  -        820.628 (meters)     2692.34  (feet) COMP
 PT0626  MODELED GRAVITY -    980,285.1   (mgal)                       NAVD 88
 PT0626
 PT0626  VERT ORDER      -  SECOND    CLASS 0
 PT0626
 PT0626.The horizontal coordinates were scaled from a map and have
 PT0626.an estimated accuracy of +/- 6 seconds.
 PT0626
 PT0626.The orthometric height was determined by differential leveling and
 PT0626.adjusted by the NATIONAL GEODETIC SURVEY
 PT0626.in June 1991.
 PT0626
 PT0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0626.GEOID18 height accuracy estimate available here.
 PT0626
 PT0626.Click photographs - Photos may exist for this station.
 PT0626
 PT0626.The dynamic height is computed by dividing the NAVD 88
 PT0626.geopotential number by the normal gravity value computed on the
 PT0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0626.degrees latitude (g = 980.6199 gals.).
 PT0626
 PT0626.The modeled gravity was interpolated from observed gravity values.
 PT0626
 PT0626;                    North         East    Units  Estimated Accuracy
 PT0626;SPC SD S     -   192,210.      470,780.      MT  (+/- 180 meters Scaled)
 PT0626
 PT0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP640818(NAD 83)
 PT0626
 PT0626                          SUPERSEDED SURVEY CONTROL
 PT0626
 PT0626  NGVD 29 (??/??/92)  820.419  (m)         2691.66   (f) ADJ UNCH    2 0
 PT0626
 PT0626.Superseded values are not recommended for survey control.
 PT0626
 PT0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0626.See file dsdata.pdf to determine how the superseded data were derived.
 PT0626
 PT0626_MARKER: DB = BENCH MARK DISK
 PT0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0626_STAMPING: U 388 1962
 PT0626_MARK LOGO: CGS
 PT0626_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0626+STABILITY: SURFACE MOTION
 PT0626
 PT0626  HISTORY     - Date     Condition        Report By
 PT0626  HISTORY     - 1962     MONUMENTED       CGS
 PT0626
 PT0626                          STATION DESCRIPTION
 PT0626
 PT0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0626'8.4 MI NNW FROM COTTONWOOD.
 PT0626'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0626'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0626'6.2 MILE NORTH ALONG A GRADED DIRT ROAD, AT A JOG IN THE ROAD
 PT0626'FORMING A HORSESHOE CURVE WITH A DIRT ROAD LEADING EAST, 74 FEET
 PT0626'SOUTHEAST OF THE CENTER LINE OF THE CURVE, 92.8 FEET EAST OF A
 PT0626'POWER POLE, 2 1/2 FEET NORTHWEST OF A WOVEN WIRE FENCE, 1.7
 PT0626'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET ABOVE
 PT0626'LEVEL OF CURVE IN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0626'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0009 ***********************************************************************
 OT0009  DESIGNATION -  U 389
 OT0009  PID         -  OT0009
 OT0009  STATE/COUNTY-  SD/PENNINGTON
 OT0009  COUNTRY     -  US
 OT0009  USGS QUAD   -  CONATA NE (2017)
 OT0009
 OT0009                         *CURRENT SURVEY CONTROL
 OT0009  ______________________________________________________________________
 OT0009* NAD 83(1986) POSITION- 43 44 02.     (N) 102 05 59.     (W)   SCALED
 OT0009* NAVD 88 ORTHO HEIGHT -   744.515 (meters)     2442.63  (feet) ADJUSTED
 OT0009  ______________________________________________________________________
 OT0009  GEOID HEIGHT    -        -19.535 (meters)                     GEOID18
 OT0009  DYNAMIC HEIGHT  -        744.278 (meters)     2441.85  (feet) COMP
 OT0009  MODELED GRAVITY -    980,276.1   (mgal)                       NAVD 88
 OT0009
 OT0009  VERT ORDER      -  FIRST     CLASS II
 OT0009
 OT0009.The horizontal coordinates were scaled from a map and have
 OT0009.an estimated accuracy of +/- 6 seconds.
 OT0009
 OT0009.The orthometric height was determined by differential leveling and
 OT0009.adjusted by the NATIONAL GEODETIC SURVEY
 OT0009.in June 1991.
 OT0009
 OT0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0009.GEOID18 height accuracy estimate available here.
 OT0009
 OT0009.Click photographs - Photos may exist for this station.
 OT0009
 OT0009.The dynamic height is computed by dividing the NAVD 88
 OT0009.geopotential number by the normal gravity value computed on the
 OT0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0009.degrees latitude (g = 980.6199 gals.).
 OT0009
 OT0009.The modeled gravity was interpolated from observed gravity values.
 OT0009
 OT0009;                    North         East    Units  Estimated Accuracy
 OT0009;SPC SD S     -   157,100.      457,720.      MT  (+/- 180 meters Scaled)
 OT0009
 OT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ335464(NAD 83)
 OT0009
 OT0009                          SUPERSEDED SURVEY CONTROL
 OT0009
 OT0009  NGVD 29 (??/??/92)  744.048  (m)         2441.10   (f) ADJ UNCH    1 2
 OT0009
 OT0009.Superseded values are not recommended for survey control.
 OT0009
 OT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0009.See file dsdata.pdf to determine how the superseded data were derived.
 OT0009
 OT0009_MARKER: DB = BENCH MARK DISK
 OT0009_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0009_STAMPING: U 389 1962
 OT0009_MARK LOGO: CGS
 OT0009_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0009
 OT0009  HISTORY     - Date     Condition        Report By
 OT0009  HISTORY     - 1962     MONUMENTED       CGS
 OT0009
 OT0009                          STATION DESCRIPTION
 OT0009
 OT0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0009'5.9 MI SW FROM INTERIOR.
 OT0009'ABOUT 5.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0009'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, 145 FEET
 OT0009'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF TRESTLE NUMBER W 224,
 OT0009'44 1/2 FEET EAST OF MILE POST 594, IN LINE WITH A ROW OF TELEPHONE
 OT0009'POLES, 39 FEET SOUTH OF THE SOUTH RAIL, IN SECTION 5, T 4 S,
 OT0009'R 17 E, 1.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2
 OT0009'FEET BELOW THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH
 OT0009'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS
 OT0009'ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0095 ***********************************************************************
 PU0095  DESIGNATION -  U 390
 PU0095  PID         -  PU0095
 PU0095  STATE/COUNTY-  SD/MEADE
 PU0095  COUNTRY     -  US
 PU0095  USGS QUAD   -  REED DAM (2017)
 PU0095
 PU0095                         *CURRENT SURVEY CONTROL
 PU0095  ______________________________________________________________________
 PU0095* NAD 83(1986) POSITION- 44 51 45.     (N) 102 14 54.     (W)   SCALED
 PU0095* NAVD 88 ORTHO HEIGHT -   753.728 (meters)     2472.86  (feet) ADJUSTED
 PU0095  ______________________________________________________________________
 PU0095  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 PU0095  DYNAMIC HEIGHT  -        753.564 (meters)     2472.32  (feet) COMP
 PU0095  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 PU0095
 PU0095  VERT ORDER      -  SECOND    CLASS 0
 PU0095
 PU0095.The horizontal coordinates were scaled from a map and have
 PU0095.an estimated accuracy of +/- 6 seconds.
 PU0095
 PU0095.The orthometric height was determined by differential leveling and
 PU0095.adjusted by the NATIONAL GEODETIC SURVEY
 PU0095.in June 1991.
 PU0095
 PU0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0095.GEOID18 height accuracy estimate available here.
 PU0095
 PU0095.Click photographs - Photos may exist for this station.
 PU0095
 PU0095.The dynamic height is computed by dividing the NAVD 88
 PU0095.geopotential number by the normal gravity value computed on the
 PU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0095.degrees latitude (g = 980.6199 gals.).
 PU0095
 PU0095.The modeled gravity was interpolated from observed gravity values.
 PU0095
 PU0095;                    North         East    Units  Estimated Accuracy
 PU0095;SPC SD N     -   116,830.      422,340.      MT  (+/- 180 meters Scaled)
 PU0095
 PU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK173713(NAD 83)
 PU0095
 PU0095                          SUPERSEDED SURVEY CONTROL
 PU0095
 PU0095  NGVD 29 (??/??/92)  753.268  (m)         2471.35   (f) ADJ UNCH    2 0
 PU0095
 PU0095.Superseded values are not recommended for survey control.
 PU0095
 PU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0095.See file dsdata.pdf to determine how the superseded data were derived.
 PU0095
 PU0095_MARKER: DB = BENCH MARK DISK
 PU0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0095_SP_SET: CULVERT HEADWALL
 PU0095_STAMPING: U 390 1963
 PU0095_MARK LOGO: CGS
 PU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0095+STABILITY: SURFACE MOTION
 PU0095
 PU0095  HISTORY     - Date     Condition        Report By
 PU0095  HISTORY     - 1963     MONUMENTED       CGS
 PU0095  HISTORY     - 1963     GOOD             CGS
 PU0095
 PU0095                          STATION DESCRIPTION
 PU0095
 PU0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0095'15.9 MI SE FROM OPAL.
 PU0095'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0095'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0095'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 3.1 MILES
 PU0095'SOUTH ALONG A GRAVELED ROAD, 20 FEET WEST OF THE CENTER LINE OF
 PU0095'THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 PU0095'THE TOP OF THE NORTHEND OF THE WEST HEADWALL OF A LARGE TWIN
 PU0095'CHANEL CONCRETE CULVERT OVER A CREEK.
 PU0095
 PU0095                          STATION RECOVERY (1963)
 PU0095
 PU0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0109 ***********************************************************************
 PU0109  DESIGNATION -  U 391
 PU0109  PID         -  PU0109
 PU0109  STATE/COUNTY-  SD/MEADE
 PU0109  COUNTRY     -  US
 PU0109  USGS QUAD   -  OPAL EAST SE (2017)
 PU0109
 PU0109                         *CURRENT SURVEY CONTROL
 PU0109  ______________________________________________________________________
 PU0109* NAD 83(1986) POSITION- 44 47 40.     (N) 102 16 07.     (W)   SCALED
 PU0109* NAVD 88 ORTHO HEIGHT -   766.021 (meters)     2513.19  (feet) ADJUSTED
 PU0109  ______________________________________________________________________
 PU0109  GEOID HEIGHT    -        -19.118 (meters)                     GEOID18
 PU0109  DYNAMIC HEIGHT  -        765.849 (meters)     2512.62  (feet) COMP
 PU0109  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 PU0109
 PU0109  VERT ORDER      -  SECOND    CLASS 0
 PU0109
 PU0109.The horizontal coordinates were scaled from a map and have
 PU0109.an estimated accuracy of +/- 6 seconds.
 PU0109
 PU0109.The orthometric height was determined by differential leveling and
 PU0109.adjusted by the NATIONAL GEODETIC SURVEY
 PU0109.in June 1991.
 PU0109
 PU0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0109.GEOID18 height accuracy estimate available here.
 PU0109
 PU0109.Click photographs - Photos may exist for this station.
 PU0109
 PU0109.The dynamic height is computed by dividing the NAVD 88
 PU0109.geopotential number by the normal gravity value computed on the
 PU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0109.degrees latitude (g = 980.6199 gals.).
 PU0109
 PU0109.The modeled gravity was interpolated from observed gravity values.
 PU0109
 PU0109;                    North         East    Units  Estimated Accuracy
 PU0109;SPC SD N     -   109,320.      420,520.      MT  (+/- 180 meters Scaled)
 PU0109
 PU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK160637(NAD 83)
 PU0109
 PU0109                          SUPERSEDED SURVEY CONTROL
 PU0109
 PU0109  NGVD 29 (??/??/92)  765.561  (m)         2511.68   (f) ADJ UNCH    2 0
 PU0109
 PU0109.Superseded values are not recommended for survey control.
 PU0109
 PU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0109.See file dsdata.pdf to determine how the superseded data were derived.
 PU0109
 PU0109_MARKER: DB = BENCH MARK DISK
 PU0109_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0109+WITH SETTING: INFORMATION.
 PU0109_STAMPING: U 391 1963
 PU0109_MARK LOGO: CGS
 PU0109_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0109_ROD/PIPE-DEPTH: 2.6 meters
 PU0109
 PU0109  HISTORY     - Date     Condition        Report By
 PU0109  HISTORY     - 1963     MONUMENTED       CGS
 PU0109  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0109
 PU0109                          STATION DESCRIPTION
 PU0109
 PU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0109'11.2 MI N FROM MARCUS.
 PU0109'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0109'POST OFFICE AT MARCUS, THENCE 10.65 MILES NORTH ALONG A GRAVELED
 PU0109'ROAD, IN SECTION 10, T 10 N, R 15 E, 39 FEET WEST OF THE CENTER
 PU0109'LINE OF THE ROAD, 25 FEET WEST OF THE WEST END OF A CATTLE GUARD,
 PU0109'3 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF AN EAST-WEST
 PU0109'FENCE LINE, 1.0 WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 PU0109'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 PU0109'ROD THAT IS DRIVEN TO A DEPTH OF 8 1/2 FEET AND IS ENCASED IN
 PU0109'A 6-INCH TILE PROJECTING 6 INCHES.
 PU0109
 PU0109                          STATION RECOVERY (1981)
 PU0109
 PU0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0334 ***********************************************************************
 OT0334  DESIGNATION -  U 392
 OT0334  PID         -  OT0334
 OT0334  STATE/COUNTY-  SD/CUSTER
 OT0334  COUNTRY     -  US
 OT0334  USGS QUAD   -  BUTCHER HILL (2017)
 OT0334
 OT0334                         *CURRENT SURVEY CONTROL
 OT0334  ______________________________________________________________________
 OT0334* NAD 83(1986) POSITION- 43 38 27.     (N) 103 17 16.     (W)   SCALED
 OT0334* NAVD 88 ORTHO HEIGHT -  1103.501 (meters)     3620.40  (feet) ADJUSTED
 OT0334  ______________________________________________________________________
 OT0334  GEOID HEIGHT    -        -15.809 (meters)                     GEOID18
 OT0334  DYNAMIC HEIGHT  -       1103.059 (meters)     3618.95  (feet) COMP
 OT0334  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 OT0334
 OT0334  VERT ORDER      -  FIRST     CLASS II
 OT0334
 OT0334.The horizontal coordinates were scaled from a map and have
 OT0334.an estimated accuracy of +/- 6 seconds.
 OT0334
 OT0334.The orthometric height was determined by differential leveling and
 OT0334.adjusted by the NATIONAL GEODETIC SURVEY
 OT0334.in June 1991.
 OT0334
 OT0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0334.GEOID18 height accuracy estimate available here.
 OT0334
 OT0334.Click photographs - Photos may exist for this station.
 OT0334
 OT0334.The dynamic height is computed by dividing the NAVD 88
 OT0334.geopotential number by the normal gravity value computed on the
 OT0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0334.degrees latitude (g = 980.6199 gals.).
 OT0334
 OT0334.The modeled gravity was interpolated from observed gravity values.
 OT0334
 OT0334;                    North         East    Units  Estimated Accuracy
 OT0334;SPC SD S     -   149,490.      361,680.      MT  (+/- 180 meters Scaled)
 OT0334
 OT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ381334(NAD 83)
 OT0334
 OT0334                          SUPERSEDED SURVEY CONTROL
 OT0334
 OT0334  NGVD 29 (??/??/92) 1102.990  (m)         3618.73   (f) ADJ UNCH    1 2
 OT0334
 OT0334.Superseded values are not recommended for survey control.
 OT0334
 OT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0334.See file dsdata.pdf to determine how the superseded data were derived.
 OT0334
 OT0334_MARKER: DB = BENCH MARK DISK
 OT0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0334_STAMPING: U 392 1963
 OT0334_MARK LOGO: CGS
 OT0334_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0334+STABILITY: SURFACE MOTION
 OT0334
 OT0334  HISTORY     - Date     Condition        Report By
 OT0334  HISTORY     - UNK      MONUMENTED       CGS
 OT0334  HISTORY     - 1963     GOOD             CGS
 OT0334  HISTORY     - 1985     GOOD             NGS
 OT0334
 OT0334                          STATION DESCRIPTION
 OT0334
 OT0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0334'5.2 MI SW FROM FAIRBURN.
 OT0334'ABOUT 5.15 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0334'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 3 POLES SOUTH OF MILE
 OT0334'POST 62, 3 POLES NORTH OF A WOODEN TRESTLE, IN SECTION 4, T 5 S,
 OT0334'R 7 E, 44 FEET EAST OF THE EAST RAIL, 2 FEET WEST OF A FENCE,
 OT0334'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OT0334'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0334
 OT0334                          STATION RECOVERY (1985)
 OT0334
 OT0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0334'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.1 KM (15.7
 OT0334'MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 40
 OT0334'EAST AT HERMOSA, THENCE 0.15 KM (0.1 MI) SOUTHEAST ACROSS COUNTRY TO
 OT0334'THE CHICAGO NORTH WESTERN RAILROAD, 0.15 KM (0.1 MI) SOUTHEAST ACROSS
 OT0334'COUNTRY FROM MILEPOST 45, THREE TELEPHONE POLES SOUTH OF RAILROAD
 OT0334'MILEPOLE 62, 13.4 METERS (44 FT) EAST OF THE EAST RAIL AND 0.6 METER
 OT0334'(2 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 OT0334'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OT0334'THE MARK IS 0.3 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0220 ***********************************************************************
 PU0220  DESIGNATION -  U 393
 PU0220  PID         -  PU0220
 PU0220  STATE/COUNTY-  SD/MEADE
 PU0220  COUNTRY     -  US
 PU0220  USGS QUAD   -  AVANCE SE (2017)
 PU0220
 PU0220                         *CURRENT SURVEY CONTROL
 PU0220  ______________________________________________________________________
 PU0220* NAD 83(1986) POSITION- 44 50 56.     (N) 102 06 21.     (W)   SCALED
 PU0220* NAVD 88 ORTHO HEIGHT -   752.683 (meters)     2469.43  (feet) ADJUSTED
 PU0220  ______________________________________________________________________
 PU0220  GEOID HEIGHT    -        -19.528 (meters)                     GEOID18
 PU0220  DYNAMIC HEIGHT  -        752.523 (meters)     2468.90  (feet) COMP
 PU0220  MODELED GRAVITY -    980,379.5   (mgal)                       NAVD 88
 PU0220
 PU0220  VERT ORDER      -  SECOND    CLASS 0
 PU0220
 PU0220.The horizontal coordinates were scaled from a map and have
 PU0220.an estimated accuracy of +/- 6 seconds.
 PU0220
 PU0220.The orthometric height was determined by differential leveling and
 PU0220.adjusted by the NATIONAL GEODETIC SURVEY
 PU0220.in June 1991.
 PU0220
 PU0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0220.GEOID18 height accuracy estimate available here.
 PU0220
 PU0220.Click photographs - Photos may exist for this station.
 PU0220
 PU0220.The dynamic height is computed by dividing the NAVD 88
 PU0220.geopotential number by the normal gravity value computed on the
 PU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0220.degrees latitude (g = 980.6199 gals.).
 PU0220
 PU0220.The modeled gravity was interpolated from observed gravity values.
 PU0220
 PU0220;                    North         East    Units  Estimated Accuracy
 PU0220;SPC SD N     -   115,020.      433,550.      MT  (+/- 180 meters Scaled)
 PU0220
 PU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK287702(NAD 83)
 PU0220
 PU0220                          SUPERSEDED SURVEY CONTROL
 PU0220
 PU0220  NGVD 29 (??/??/92)  752.226  (m)         2467.93   (f) ADJ UNCH    2 0
 PU0220
 PU0220.Superseded values are not recommended for survey control.
 PU0220
 PU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0220.See file dsdata.pdf to determine how the superseded data were derived.
 PU0220
 PU0220_MARKER: DB = BENCH MARK DISK
 PU0220_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0220_STAMPING: U 393 1963
 PU0220_MARK LOGO: CGS
 PU0220_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0220_ROD/PIPE-DEPTH: 4.9 meters
 PU0220
 PU0220  HISTORY     - Date     Condition        Report By
 PU0220  HISTORY     - 1963     MONUMENTED       CGS
 PU0220
 PU0220                          STATION DESCRIPTION
 PU0220
 PU0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0220'15.2 MI SW FROM FAITH.
 PU0220'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0220'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0220'12.05 MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 3.2 MILES WEST
 PU0220'ALONG A GRADED DIRT ROAD, ABOUT 130 YARDS WEST OF THE CREST
 PU0220'OF A HILL, 103 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 60
 PU0220'FEET SOUTH OF A CORNER FENCE POST, 1 FOOT EAST OF A FENCE, 1.0
 PU0220'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0220'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PU0220'DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0220'WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0064 ***********************************************************************
 QT0064  DESIGNATION -  U 394
 QT0064  PID         -  QT0064
 QT0064  STATE/COUNTY-  SD/PERKINS
 QT0064  COUNTRY     -  US
 QT0064  USGS QUAD   -  FAITH (2017)
 QT0064
 QT0064                         *CURRENT SURVEY CONTROL
 QT0064  ______________________________________________________________________
 QT0064* NAD 83(1986) POSITION- 45 04 07.     (N) 102 07 16.     (W)   SCALED
 QT0064* NAVD 88 ORTHO HEIGHT -   760.348 (meters)     2494.58  (feet) ADJUSTED
 QT0064  ______________________________________________________________________
 QT0064  GEOID HEIGHT    -        -19.197 (meters)                     GEOID18
 QT0064  DYNAMIC HEIGHT  -        760.204 (meters)     2494.10  (feet) COMP
 QT0064  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 QT0064
 QT0064  VERT ORDER      -  SECOND    CLASS 0
 QT0064
 QT0064.The horizontal coordinates were scaled from a map and have
 QT0064.an estimated accuracy of +/- 6 seconds.
 QT0064
 QT0064.The orthometric height was determined by differential leveling and
 QT0064.adjusted by the NATIONAL GEODETIC SURVEY
 QT0064.in June 1991.
 QT0064
 QT0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0064.GEOID18 height accuracy estimate available here.
 QT0064
 QT0064.Click photographs - Photos may exist for this station.
 QT0064
 QT0064.The dynamic height is computed by dividing the NAVD 88
 QT0064.geopotential number by the normal gravity value computed on the
 QT0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0064.degrees latitude (g = 980.6199 gals.).
 QT0064
 QT0064.The modeled gravity was interpolated from observed gravity values.
 QT0064
 QT0064;                    North         East    Units  Estimated Accuracy
 QT0064;SPC SD N     -   139,460.      432,990.      MT  (+/- 180 meters Scaled)
 QT0064
 QT0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK266946(NAD 83)
 QT0064
 QT0064                          SUPERSEDED SURVEY CONTROL
 QT0064
 QT0064  NGVD 29 (??/??/92)  759.902  (m)         2493.11   (f) ADJ UNCH    2 0
 QT0064
 QT0064.Superseded values are not recommended for survey control.
 QT0064
 QT0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0064.See file dsdata.pdf to determine how the superseded data were derived.
 QT0064
 QT0064_MARKER: DB = BENCH MARK DISK
 QT0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0064_STAMPING: U 394 1963
 QT0064_MARK LOGO: CGS
 QT0064_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0064+STABILITY: SURFACE MOTION
 QT0064
 QT0064  HISTORY     - Date     Condition        Report By
 QT0064  HISTORY     - 1963     MONUMENTED       CGS
 QT0064
 QT0064                          STATION DESCRIPTION
 QT0064
 QT0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0064'7 MI NW FROM FAITH.
 QT0064'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0064'FAITH, THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY 212, THENCE
 QT0064'3.15 MILES NORTH ALONG STATE HIGHWAY 73, AT A ROAD INTERSECTION,
 QT0064'132 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET
 QT0064'SOUTHEAST AND ACROSS A GRAVELED ROAD FROM A POWER POLE, 34 FEET
 QT0064'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 72 FEET WEST OF
 QT0064'A CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST
 QT0064'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 QT0064'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 QT0064'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0109 ***********************************************************************
 PS0109  DESIGNATION -  U 395
 PS0109  PID         -  PS0109
 PS0109  STATE/COUNTY-  SD/BEADLE
 PS0109  COUNTRY     -  US
 PS0109  USGS QUAD   -  HURON NW (2017)
 PS0109
 PS0109                         *CURRENT SURVEY CONTROL
 PS0109  ______________________________________________________________________
 PS0109* NAD 83(1986) POSITION- 44 23 04.     (N) 098 13 16.     (W)   SCALED
 PS0109* NAVD 88 ORTHO HEIGHT -   390.828 (meters)     1282.24  (feet) ADJUSTED
 PS0109  ______________________________________________________________________
 PS0109  GEOID HEIGHT    -        -24.991 (meters)                     GEOID18
 PS0109  DYNAMIC HEIGHT  -        390.764 (meters)     1282.03  (feet) COMP
 PS0109  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 PS0109
 PS0109  VERT ORDER      -  FIRST     CLASS II
 PS0109
 PS0109.This mark is at Huron Airport (HON)
 PS0109
 PS0109.The horizontal coordinates were scaled from a map and have
 PS0109.an estimated accuracy of +/- 6 seconds.
 PS0109
 PS0109.The orthometric height was determined by differential leveling and
 PS0109.adjusted by the NATIONAL GEODETIC SURVEY
 PS0109.in October 1997.
 PS0109
 PS0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0109.GEOID18 height accuracy estimate available here.
 PS0109
 PS0109.Click photographs - Photos may exist for this station.
 PS0109
 PS0109.The dynamic height is computed by dividing the NAVD 88
 PS0109.geopotential number by the normal gravity value computed on the
 PS0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0109.degrees latitude (g = 980.6199 gals.).
 PS0109
 PS0109.The modeled gravity was interpolated from observed gravity values.
 PS0109
 PS0109;                    North         East    Units  Estimated Accuracy
 PS0109;SPC SD N     -    62,800.      741,740.      MT  (+/- 180 meters Scaled)
 PS0109
 PS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ620148(NAD 83)
 PS0109
 PS0109                          SUPERSEDED SURVEY CONTROL
 PS0109
 PS0109  NAVD 88 (06/15/91)  390.875  (m)         1282.40   (f) SUPERSEDED  1 2
 PS0109  NGVD 29 (??/??/92)  390.610  (m)         1281.53   (f) ADJ UNCH    1 2
 PS0109
 PS0109.Superseded values are not recommended for survey control.
 PS0109
 PS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0109.See file dsdata.pdf to determine how the superseded data were derived.
 PS0109
 PS0109_MARKER: DB = BENCH MARK DISK
 PS0109_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PS0109_SP_SET: CONCRETE MANHOLE BASE
 PS0109_STAMPING: U 395 1967
 PS0109_MARK LOGO: CGS
 PS0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PS0109+STABILITY: POSITION/ELEVATION WELL
 PS0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0109+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1996
 PS0109
 PS0109  HISTORY     - Date     Condition        Report By
 PS0109  HISTORY     - 1967     MONUMENTED       CGS
 PS0109  HISTORY     - 1968     GOOD             CGS
 PS0109  HISTORY     - 1977     GOOD             NGS
 PS0109  HISTORY     - 19941031 GOOD             NGS
 PS0109  HISTORY     - 19960507 GOOD             NGS
 PS0109
 PS0109                          STATION DESCRIPTION
 PS0109
 PS0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PS0109'1.8 MI NW FROM HURON.
 PS0109'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 PS0109'AT HURON, THENCE 0.3 MILE WEST ALONG THE AIRPORT ROAD TO THE HURON
 PS0109'MUNICIPAL AIRPORT, 57 FEET WEST-NORTHWEST OF THE NEW WEATHER
 PS0109'BUREAU AIRPORT STATION, 25.5 FEET NORTHEAST OF THE NORTHWEST
 PS0109'CORNER OF THE BUILDING, 0.9 FEET NORTHWEST OF THE SOUTHEAST CORNER
 PS0109'OF A 4 3/4 BY 4 3/4 FOOT CONCRETE FOUNDATION FOR A MANHOLE, AND
 PS0109'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION AND IS FLUSH.
 PS0109
 PS0109                          STATION RECOVERY (1968)
 PS0109
 PS0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 PS0109'RECOVERED IN GOOD CONDITION.
 PS0109
 PS0109                          STATION RECOVERY (1977)
 PS0109
 PS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PS0109'RECOVERED IN GOOD CONDITION.
 PS0109
 PS0109                          STATION RECOVERY (1994)
 PS0109
 PS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0109'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF
 PS0109'U.S. HIGHWAY 14 IN HURON, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG 15TH
 PS0109'STREET NORTHWEST, NEAR THE SOUTHWEST CORNER OF THE CONCRETE FOOTING
 PS0109'FOR THE MOST WESTERLY OF 2 MANHOLES, 150.9 M (495.1 FT) SOUTH OF THE
 PS0109'STREET CENTER, 100.0 M (328.1 FT) SOUTH OF AND IN LINE WITH THE EAST
 PS0109'WALL OF A STONE HANGER AT THE HURON REGIONAL AIRPORT, 7.8 M (25.6 FT)
 PS0109'NORTHEAST OF THE NORTHWEST CORNER OF A BUILDING (NATIONAL WEATHER
 PS0109'SERVICE), 6.6 M (21.7 FT) NORTH OF THE NORTH FACE OF THE BUILDING, 5.5
 PS0109'M (18.0 FT) EAST OF THE CENTER OF A SIDEWALK, AND 0.3 M (1.0 FT)
 PS0109'NORTHWEST OF THE SOUTHEAST CORNER OF THE FOOTING.  NOTE--THE MARK IS
 PS0109'ON PROPERTY OWNED BY THE HURON REGIONAL AIRPORT, HURON, SD 57350,
 PS0109'TELEPHONE NUMBER (605) 352-9092.
 PS0109
 PS0109                          STATION RECOVERY (1996)
 PS0109
 PS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PS0109'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST-SOUTHEAST OF
 PS0109'WOLSLEY AND 1.2 MI (1.9 KM) NORTHWEST OF HURON AT THE HURON REGIONAL
 PS0109'AIRPORT.  OWNERSHIP--CITY OF HURON, PO BOX 1369 HURON SD 57350.
 PS0109'AIRPORT MANAGER IS LARRY E. COOPER, PHONE 605-352-4577 OR 352-9092. TO
 PS0109'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 14 AND STATE
 PS0109'HIGHWAY 37 IN HURON, GO NORTH ON STATE HIGHWAY 37 FOR 1.05 MI (1.69
 PS0109'KM) TO AN INTERSECTION.  TURN LEFT, WEST, AND GO 0.35 MI (0.56 KM) TO
 PS0109'THE WEST SIDE OF A ROCK HANGAR AND A GATE ON THE LEFT. TURN LEFT,
 PS0109'SOUTH FOR 0.1 MI (0.2 KM) ACROSS APRON TO THE STATION STRAIGHT AHEAD.
 PS0109'THE STATION IS 142.1 FT (43.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 PS0109'RUNWAY SIGN 30/35 AND 12/17, 57.1 FT (17.4 M) WEST-NORTHWEST OF THE
 PS0109'NORTHEAST CORNER OF NATIONAL WEATHER SERVICE BUILDING, 25.5 FT (7.8 M)
 PS0109'NORTHEAST OF THE NORTHWEST CORNER OF THE NATIONAL WEATHER SERVICE
 PS0109'BUILDING AND 35.3 FT (10.8 M) SOUTH OF THE EDGE OF THE APRON.  THE
 PS0109'STATION IS A STANDARD USCGS BENCHMARK DISK STAMPED U 395 1967 SET
 PS0109'FLUSH IN A 4.7 FT (1.4 M) X 4.7 FT (1.4 M) CONCRETE MANHOLE BASE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0514 ***********************************************************************
 OT0514  DESIGNATION -  U 396
 OT0514  PID         -  OT0514
 OT0514  STATE/COUNTY-  SD/FALL RIVER
 OT0514  COUNTRY     -  US
 OT0514  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0514
 OT0514                         *CURRENT SURVEY CONTROL
 OT0514  ______________________________________________________________________
 OT0514* NAD 83(1986) POSITION- 43 25 23.     (N) 103 35 09.     (W)   SCALED
 OT0514* NAVD 88 ORTHO HEIGHT -  1205.563 (meters)     3955.25  (feet) ADJUSTED
 OT0514  ______________________________________________________________________
 OT0514  GEOID HEIGHT    -        -15.177 (meters)                     GEOID18
 OT0514  DYNAMIC HEIGHT  -       1205.028 (meters)     3953.50  (feet) COMP
 OT0514  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 OT0514
 OT0514  VERT ORDER      -  FIRST     CLASS II
 OT0514
 OT0514.The horizontal coordinates were scaled from a map and have
 OT0514.an estimated accuracy of +/- 6 seconds.
 OT0514
 OT0514.The orthometric height was determined by differential leveling and
 OT0514.adjusted by the NATIONAL GEODETIC SURVEY
 OT0514.in June 1991.
 OT0514
 OT0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0514.GEOID18 height accuracy estimate available here.
 OT0514
 OT0514.Click photographs - Photos may exist for this station.
 OT0514
 OT0514.The dynamic height is computed by dividing the NAVD 88
 OT0514.geopotential number by the normal gravity value computed on the
 OT0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0514.degrees latitude (g = 980.6199 gals.).
 OT0514
 OT0514.The modeled gravity was interpolated from observed gravity values.
 OT0514
 OT0514;                    North         East    Units  Estimated Accuracy
 OT0514;SPC SD S     -   126,210.      336,710.      MT  (+/- 180 meters Scaled)
 OT0514
 OT0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ144087(NAD 83)
 OT0514
 OT0514                          SUPERSEDED SURVEY CONTROL
 OT0514
 OT0514  NGVD 29 (??/??/92) 1205.010  (m)         3953.44   (f) ADJ UNCH    1 2
 OT0514
 OT0514.Superseded values are not recommended for survey control.
 OT0514
 OT0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0514.See file dsdata.pdf to determine how the superseded data were derived.
 OT0514
 OT0514_MARKER: DB = BENCH MARK DISK
 OT0514_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0514_STAMPING: U 396 1963
 OT0514_MARK LOGO: CGS
 OT0514_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0514_ROD/PIPE-DEPTH: 4.8 meters
 OT0514
 OT0514  HISTORY     - Date     Condition        Report By
 OT0514  HISTORY     - 1963     MONUMENTED       CGS
 OT0514  HISTORY     - 1985     GOOD             NGS
 OT0514
 OT0514                          STATION DESCRIPTION
 OT0514
 OT0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0514'5.4 MI E FROM MINNEKAHTA.
 OT0514'ABOUT 5.45 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0514'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, 0.45 MILE
 OT0514'EAST OF MILE POST 5, 47 1/2 FEET SOUTH OF THE SOUTH RAIL, 142
 OT0514'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 18, 1.0 FOOT
 OT0514'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 OT0514'THE RAILS, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OT0514'WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 OT0514'WHICH PROJECTS 6 INCHES.
 OT0514
 OT0514                          STATION RECOVERY (1985)
 OT0514
 OT0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0514'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM
 OT0514'(6.0 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US HIGHWAY 385
 OT0514'AT HOT SPRINGS, 0.15 KM (0.1 MI) NORTH ACROSS THE HIGHWAY FROM
 OT0514'MILEPOST 30, 133.3 METERS (437.5 FT) NORTHEAST OF THE HIGHWAY
 OT0514'CENTERLINE, 59.7 METERS (196 FT) WEST OF THE INTERSECTION OF A
 OT0514'NORTH-SOUTH FENCE AND 14.9 METERS (49 FT) SOUTH OF THE CENTER OF THE
 OT0514'OLD RAILROAD BED.
 OT0514'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0514'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0599 ***********************************************************************
 OR0599  DESIGNATION -  U 399
 OR0599  PID         -  OR0599
 OR0599  STATE/COUNTY-  SD/GREGORY
 OR0599  COUNTRY     -  US
 OR0599  USGS QUAD   -  DIXON SE (2017)
 OR0599
 OR0599                         *CURRENT SURVEY CONTROL
 OR0599  ______________________________________________________________________
 OR0599* NAD 83(1986) POSITION- 43 17 05.     (N) 099 17 44.     (W)   SCALED
 OR0599* NAVD 88 ORTHO HEIGHT -   660.389 (meters)     2166.63  (feet) ADJUSTED
 OR0599  ______________________________________________________________________
 OR0599  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 OR0599  DYNAMIC HEIGHT  -        660.143 (meters)     2165.82  (feet) COMP
 OR0599  MODELED GRAVITY -    980,226.9   (mgal)                       NAVD 88
 OR0599
 OR0599  VERT ORDER      -  SECOND    CLASS 0
 OR0599
 OR0599.The horizontal coordinates were scaled from a map and have
 OR0599.an estimated accuracy of +/- 6 seconds.
 OR0599
 OR0599.The orthometric height was determined by differential leveling and
 OR0599.adjusted by the NATIONAL GEODETIC SURVEY
 OR0599.in June 1991.
 OR0599
 OR0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0599.GEOID18 height accuracy estimate available here.
 OR0599
 OR0599.Click photographs - Photos may exist for this station.
 OR0599
 OR0599.The dynamic height is computed by dividing the NAVD 88
 OR0599.geopotential number by the normal gravity value computed on the
 OR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0599.degrees latitude (g = 980.6199 gals.).
 OR0599
 OR0599.The modeled gravity was interpolated from observed gravity values.
 OR0599
 OR0599;                    North         East    Units  Estimated Accuracy
 OR0599;SPC SD S     -   106,220.      684,220.      MT  (+/- 180 meters Scaled)
 OR0599
 OR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN760924(NAD 83)
 OR0599
 OR0599                          SUPERSEDED SURVEY CONTROL
 OR0599
 OR0599  NGVD 29 (??/??/92)  660.04   (m)         2165.5    (f) COMPUTED    2 0
 OR0599
 OR0599.Superseded values are not recommended for survey control.
 OR0599
 OR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0599.See file dsdata.pdf to determine how the superseded data were derived.
 OR0599
 OR0599_MARKER: DB = BENCH MARK DISK
 OR0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0599_STAMPING: U 339 1949
 OR0599_MARK LOGO: CGS
 OR0599_PROJECTION: FLUSH
 OR0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0599+STABILITY: SURFACE MOTION
 OR0599
 OR0599  HISTORY     - Date     Condition        Report By
 OR0599  HISTORY     - 1949     MONUMENTED       CGS
 OR0599
 OR0599                          STATION DESCRIPTION
 OR0599
 OR0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0599'10.4 MI NE FROM GREGORY.
 OR0599'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0599'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0599'NOTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST ALONG A GRAVEL
 OR0599'ROAD, IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 166.0
 OR0599'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 122.0
 OR0599'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 343.0 FEET
 OR0599'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33.0 FEET
 OR0599'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 10.0 FEET EAST
 OR0599'OF THE CENTER LINE OF A GATE, 1.2 FEET SOUTH OF A FENCE, 1.4 FEET
 OR0599'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 OR0599'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0470 ***********************************************************************
 OT0470  DESIGNATION -  U 4
 OT0470  PID         -  OT0470
 OT0470  STATE/COUNTY-  SD/FALL RIVER
 OT0470  COUNTRY     -  US
 OT0470  USGS QUAD   -  EDGEMONT (2017)
 OT0470
 OT0470                         *CURRENT SURVEY CONTROL
 OT0470  ______________________________________________________________________
 OT0470* NAD 83(1986) POSITION- 43 18 22.     (N) 103 49 21.     (W)   SCALED
 OT0470* NAVD 88 ORTHO HEIGHT -  1049.019 (meters)     3441.66  (feet) ADJUSTED
 OT0470  ______________________________________________________________________
 OT0470  GEOID HEIGHT    -        -15.070 (meters)                     GEOID18
 OT0470  DYNAMIC HEIGHT  -       1048.587 (meters)     3440.24  (feet) COMP
 OT0470  MODELED GRAVITY -    980,171.6   (mgal)                       NAVD 88
 OT0470
 OT0470  VERT ORDER      -  FIRST     CLASS II
 OT0470
 OT0470.The horizontal coordinates were scaled from a map and have
 OT0470.an estimated accuracy of +/- 6 seconds.
 OT0470
 OT0470.The orthometric height was determined by differential leveling and
 OT0470.adjusted by the NATIONAL GEODETIC SURVEY
 OT0470.in June 1991.
 OT0470
 OT0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0470.GEOID18 height accuracy estimate available here.
 OT0470
 OT0470.Click photographs - Photos may exist for this station.
 OT0470
 OT0470.The dynamic height is computed by dividing the NAVD 88
 OT0470.geopotential number by the normal gravity value computed on the
 OT0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0470.degrees latitude (g = 980.6199 gals.).
 OT0470
 OT0470.The modeled gravity was interpolated from observed gravity values.
 OT0470
 OT0470;                    North         East    Units  Estimated Accuracy
 OT0470;SPC SD S     -   114,010.      317,010.      MT  (+/- 180 meters Scaled)
 OT0470
 OT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH954954(NAD 83)
 OT0470
 OT0470                          SUPERSEDED SURVEY CONTROL
 OT0470
 OT0470  NGVD 29 (??/??/92) 1048.472  (m)         3439.86   (f) ADJ UNCH    1 2
 OT0470
 OT0470.Superseded values are not recommended for survey control.
 OT0470
 OT0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0470.See file dsdata.pdf to determine how the superseded data were derived.
 OT0470
 OT0470_MARKER: DB = BENCH MARK DISK
 OT0470_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OT0470_SP_SET: BRIDGE ABUTMENT
 OT0470_STAMPING: U 4
 OT0470_MARK LOGO: CGS
 OT0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0470
 OT0470  HISTORY     - Date     Condition        Report By
 OT0470  HISTORY     - 1908     MONUMENTED       CGS
 OT0470  HISTORY     - 1963     GOOD             CGS
 OT0470  HISTORY     - 1985     GOOD             NGS
 OT0470  HISTORY     - 20101021 MARK NOT FOUND   GEOCAC
 OT0470
 OT0470                          STATION DESCRIPTION
 OT0470
 OT0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0470'0.4 MI N FROM EDGEMONT.
 OT0470'ABOUT 0.4 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0470'RAILROAD FROM THE STATION AT EDGEMONT, SET IN THE TOP OF THE
 OT0470'WEST END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER THE
 OT0470'SOUTH FORK OF CHEYENNE RIVER, 6 FEET WEST OF THE WEST RAIL,
 OT0470'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- ACCESS TO
 OT0470'THE MARK IS HAD BY REMOVING A SHORT PLANK IN A BOARD WALK WHICH
 OT0470'HAS BEEN BUILT OVER THE MARK.
 OT0470
 OT0470                          STATION RECOVERY (1985)
 OT0470
 OT0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0470'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EDGEMONT,
 OT0470'IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE EASTERN MOST ONE
 OT0470'OF TWO BURLINGTON NORTHERN RAILROAD BRIDGES OVER THE CHEYENNE RIVER,
 OT0470'1.8 METERS (5.9 FT) WEST OF THE WEST RAIL.
 OT0470'THE MARK IS 0.6 M BELOW A STEEL WALKWAY.
 OT0470
 OT0470                          STATION RECOVERY (2010)
 OT0470
 OT0470'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0470'LOCATION IS UNDER BALLAST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0761 ***********************************************************************
 PU0761  DESIGNATION -  U 402
 PU0761  PID         -  PU0761
 PU0761  STATE/COUNTY-  SD/MEADE
 PU0761  COUNTRY     -  US
 PU0761  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0761
 PU0761                         *CURRENT SURVEY CONTROL
 PU0761  ______________________________________________________________________
 PU0761* NAD 83(1986) POSITION- 44 52 42.     (N) 102 51 07.     (W)   SCALED
 PU0761* NAVD 88 ORTHO HEIGHT -   825.562 (meters)     2708.53  (feet) ADJUSTED
 PU0761  ______________________________________________________________________
 PU0761  GEOID HEIGHT    -        -17.510 (meters)                     GEOID18
 PU0761  DYNAMIC HEIGHT  -        825.385 (meters)     2707.95  (feet) COMP
 PU0761  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 PU0761
 PU0761  VERT ORDER      -  SECOND    CLASS 0
 PU0761
 PU0761.The horizontal coordinates were scaled from a map and have
 PU0761.an estimated accuracy of +/- 6 seconds.
 PU0761
 PU0761.The orthometric height was determined by differential leveling and
 PU0761.adjusted by the NATIONAL GEODETIC SURVEY
 PU0761.in June 1991.
 PU0761
 PU0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0761.GEOID18 height accuracy estimate available here.
 PU0761
 PU0761.Click photographs - Photos may exist for this station.
 PU0761
 PU0761.The dynamic height is computed by dividing the NAVD 88
 PU0761.geopotential number by the normal gravity value computed on the
 PU0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0761.degrees latitude (g = 980.6199 gals.).
 PU0761
 PU0761.The modeled gravity was interpolated from observed gravity values.
 PU0761
 PU0761;                    North         East    Units  Estimated Accuracy
 PU0761;SPC SD N     -   120,090.      374,720.      MT  (+/- 180 meters Scaled)
 PU0761
 PU0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK696716(NAD 83)
 PU0761
 PU0761                          SUPERSEDED SURVEY CONTROL
 PU0761
 PU0761  NGVD 29 (??/??/92)  825.095  (m)         2707.00   (f) ADJ UNCH    2 0
 PU0761
 PU0761.Superseded values are not recommended for survey control.
 PU0761
 PU0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0761.See file dsdata.pdf to determine how the superseded data were derived.
 PU0761
 PU0761_MARKER: DB = BENCH MARK DISK
 PU0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0761_STAMPING: U 402 1962
 PU0761_MARK LOGO: CGS
 PU0761_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0761+STABILITY: SURFACE MOTION
 PU0761
 PU0761  HISTORY     - Date     Condition        Report By
 PU0761  HISTORY     - 1962     MONUMENTED       CGS
 PU0761
 PU0761                          STATION DESCRIPTION
 PU0761
 PU0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0761'3.2 MI E FROM SULPHUR.
 PU0761'3.15 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, ON
 PU0761'THE TOP OF A SMALL RISE, 0.25 MILE WEST OF THE JUNCTION OF A
 PU0761'ROAD NORTH TO RANCH BUILDINGS, 47 FEET SOUTH OF THE CENTER
 PU0761'LINE OF THE ROAD, 6.7 FEET NORTHWEST OF A TELEPHONE POLE, 2.0
 PU0761'FEET NORTH OF A FENCE, 17 FEET WEST OF THE CENTER OF A GATE
 PU0761'ACROSS A DIM DIRT ROAD, 2.6 FEET WEST OF A WITNESS POST, ABOUT
 PU0761'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0761'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0973 ***********************************************************************
 PU0973  DESIGNATION -  U 404
 PU0973  PID         -  PU0973
 PU0973  STATE/COUNTY-  SD/MEADE
 PU0973  COUNTRY     -  US
 PU0973  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0973
 PU0973                         *CURRENT SURVEY CONTROL
 PU0973  ______________________________________________________________________
 PU0973* NAD 83(1986) POSITION- 44 53 34.     (N) 102 38 03.     (W)   SCALED
 PU0973* NAVD 88 ORTHO HEIGHT -   810.944 (meters)     2660.57  (feet) ADJUSTED
 PU0973  ______________________________________________________________________
 PU0973  GEOID HEIGHT    -        -18.010 (meters)                     GEOID18
 PU0973  DYNAMIC HEIGHT  -        810.771 (meters)     2660.00  (feet) COMP
 PU0973  MODELED GRAVITY -    980,375.8   (mgal)                       NAVD 88
 PU0973
 PU0973  VERT ORDER      -  SECOND    CLASS 0
 PU0973
 PU0973.The horizontal coordinates were scaled from a map and have
 PU0973.an estimated accuracy of +/- 6 seconds.
 PU0973
 PU0973.The orthometric height was determined by differential leveling and
 PU0973.adjusted by the NATIONAL GEODETIC SURVEY
 PU0973.in June 1991.
 PU0973
 PU0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0973.GEOID18 height accuracy estimate available here.
 PU0973
 PU0973.Click photographs - Photos may exist for this station.
 PU0973
 PU0973.The dynamic height is computed by dividing the NAVD 88
 PU0973.geopotential number by the normal gravity value computed on the
 PU0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0973.degrees latitude (g = 980.6199 gals.).
 PU0973
 PU0973.The modeled gravity was interpolated from observed gravity values.
 PU0973
 PU0973;                    North         East    Units  Estimated Accuracy
 PU0973;SPC SD N     -   121,110.      391,970.      MT  (+/- 180 meters Scaled)
 PU0973
 PU0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK868737(NAD 83)
 PU0973
 PU0973                          SUPERSEDED SURVEY CONTROL
 PU0973
 PU0973  NGVD 29 (??/??/92)  810.483  (m)         2659.06   (f) ADJ UNCH    2 0
 PU0973
 PU0973.Superseded values are not recommended for survey control.
 PU0973
 PU0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0973.See file dsdata.pdf to determine how the superseded data were derived.
 PU0973
 PU0973_MARKER: DB = BENCH MARK DISK
 PU0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0973_STAMPING: U 404 1962
 PU0973_MARK LOGO: CGS
 PU0973_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0973+STABILITY: SURFACE MOTION
 PU0973
 PU0973  HISTORY     - Date     Condition        Report By
 PU0973  HISTORY     - 1962     MONUMENTED       CGS
 PU0973
 PU0973                          STATION DESCRIPTION
 PU0973
 PU0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0973'7.2 MI W FROM OPAL.
 PU0973'7.2 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0973'51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST
 PU0973'OF A POWER LINE POLE, 24 FEET WEST OF THE CENTER OF A GATE,
 PU0973'29 FEET NORTH-NORTHEAST OF THE NORTH END OF AN 18-INCH PIPE
 PU0973'CULVERT, 4.3 FEET EAST OF A FENCE CORNER, 2.4 FEET WEST OF A
 PU0973'WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD AND IN THE TOP OF A
 PU0973'CONCRETE POST PROJECTING 0.3 FOOT.  THIS MARK IS 12.0 MILES NORTH
 PU0973'AND 1.0 MILE EAST ALONG GRAVEL ROADS FROM THE STORE AT
 PU0973'STONEVILLE, 1.0 MILE EAST OF V 404.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0290 ***********************************************************************
 PU0290  DESIGNATION -  U 405
 PU0290  PID         -  PU0290
 PU0290  STATE/COUNTY-  SD/MEADE
 PU0290  COUNTRY     -  US
 PU0290  USGS QUAD   -  OPAL EAST SW (2017)
 PU0290
 PU0290                         *CURRENT SURVEY CONTROL
 PU0290  ______________________________________________________________________
 PU0290* NAD 83(1986) POSITION- 44 47 26.     (N) 102 27 05.     (W)   SCALED
 PU0290* NAVD 88 ORTHO HEIGHT -   777.027 (meters)     2549.30  (feet) ADJUSTED
 PU0290  ______________________________________________________________________
 PU0290  GEOID HEIGHT    -        -18.597 (meters)                     GEOID18
 PU0290  DYNAMIC HEIGHT  -        776.853 (meters)     2548.73  (feet) COMP
 PU0290  MODELED GRAVITY -    980,366.9   (mgal)                       NAVD 88
 PU0290
 PU0290  VERT ORDER      -  SECOND    CLASS 0
 PU0290
 PU0290.The horizontal coordinates were scaled from a map and have
 PU0290.an estimated accuracy of +/- 6 seconds.
 PU0290
 PU0290.The orthometric height was determined by differential leveling and
 PU0290.adjusted by the NATIONAL GEODETIC SURVEY
 PU0290.in June 1991.
 PU0290
 PU0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0290.GEOID18 height accuracy estimate available here.
 PU0290
 PU0290.Click photographs - Photos may exist for this station.
 PU0290
 PU0290.The dynamic height is computed by dividing the NAVD 88
 PU0290.geopotential number by the normal gravity value computed on the
 PU0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0290.degrees latitude (g = 980.6199 gals.).
 PU0290
 PU0290.The modeled gravity was interpolated from observed gravity values.
 PU0290
 PU0290;                    North         East    Units  Estimated Accuracy
 PU0290;SPC SD N     -   109,310.      406,050.      MT  (+/- 180 meters Scaled)
 PU0290
 PU0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK016628(NAD 83)
 PU0290
 PU0290                          SUPERSEDED SURVEY CONTROL
 PU0290
 PU0290  NGVD 29 (??/??/92)  776.567  (m)         2547.79   (f) ADJ UNCH    2 0
 PU0290
 PU0290.Superseded values are not recommended for survey control.
 PU0290
 PU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0290.See file dsdata.pdf to determine how the superseded data were derived.
 PU0290
 PU0290_MARKER: DB = BENCH MARK DISK
 PU0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0290_STAMPING: U 405 1962
 PU0290_MARK LOGO: CGS
 PU0290_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0290+STABILITY: SURFACE MOTION
 PU0290
 PU0290  HISTORY     - Date     Condition        Report By
 PU0290  HISTORY     - 1962     MONUMENTED       CGS
 PU0290
 PU0290                          STATION DESCRIPTION
 PU0290
 PU0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0290'9 MI S FROM OPAL.
 PU0290'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0290'7.25 MILES SOUTH ALONG A GRAVEL ROAD, 0.65 MILE SOUTH OF A
 PU0290'WOODEN BRIDGE OVER PINE CREEK, ON A LOW SUMMIT THAT IS 0.1 MILE
 PU0290'NORTH OF A HIGHWAY SUMMIT, 48 1/2 FEET WEST OF THE CENTER LINE
 PU0290'OF THE ROAD, 2.6 FEET EAST OF THE FENCE, 1.8 FEET NORTH OF A
 PU0290'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD AND IN THE
 PU0290'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2044 ***********************************************************************
 PU2044  DESIGNATION -  U 406
 PU2044  PID         -  PU2044
 PU2044  STATE/COUNTY-  SD/LAWRENCE
 PU2044  COUNTRY     -  US
 PU2044  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2044
 PU2044                         *CURRENT SURVEY CONTROL
 PU2044  ______________________________________________________________________
 PU2044* NAD 83(1986) POSITION- 44 34 07.     (N) 103 34 06.     (W)   SCALED
 PU2044* NAVD 88 ORTHO HEIGHT -   967.038 (meters)     3172.69  (feet) ADJUSTED
 PU2044  ______________________________________________________________________
 PU2044  GEOID HEIGHT    -        -15.693 (meters)                     GEOID18
 PU2044  DYNAMIC HEIGHT  -        966.763 (meters)     3171.79  (feet) COMP
 PU2044  MODELED GRAVITY -    980,299.6   (mgal)                       NAVD 88
 PU2044
 PU2044  VERT ORDER      -  SECOND    CLASS 0
 PU2044
 PU2044.The horizontal coordinates were scaled from a map and have
 PU2044.an estimated accuracy of +/- 6 seconds.
 PU2044
 PU2044.The orthometric height was determined by differential leveling and
 PU2044.adjusted by the NATIONAL GEODETIC SURVEY
 PU2044.in June 1991.
 PU2044
 PU2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2044.GEOID18 height accuracy estimate available here.
 PU2044
 PU2044.Click photographs - Photos may exist for this station.
 PU2044
 PU2044.The dynamic height is computed by dividing the NAVD 88
 PU2044.geopotential number by the normal gravity value computed on the
 PU2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2044.degrees latitude (g = 980.6199 gals.).
 PU2044
 PU2044.The modeled gravity was interpolated from observed gravity values.
 PU2044
 PU2044;                    North         East    Units  Estimated Accuracy
 PU2044;SPC SD N     -    87,950.      316,640.      MT  (+/- 180 meters Scaled)
 PU2044
 PU2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK136360(NAD 83)
 PU2044
 PU2044                          SUPERSEDED SURVEY CONTROL
 PU2044
 PU2044  NGVD 29 (??/??/92)  966.542  (m)         3171.06   (f) ADJ UNCH    2 0
 PU2044
 PU2044.Superseded values are not recommended for survey control.
 PU2044
 PU2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2044.See file dsdata.pdf to determine how the superseded data were derived.
 PU2044
 PU2044_MARKER: DB = BENCH MARK DISK
 PU2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2044_STAMPING: U 406 1962
 PU2044_MARK LOGO: CGS
 PU2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2044+STABILITY: SURFACE MOTION
 PU2044
 PU2044  HISTORY     - Date     Condition        Report By
 PU2044  HISTORY     - 1962     MONUMENTED       CGS
 PU2044
 PU2044                          STATION DESCRIPTION
 PU2044
 PU2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2044'9.2 MI NE FROM WHITEWOOD.
 PU2044'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2044'RAILWAY STATION AT WHITEWOOD, THENCE 8.95 MILES NORTHEAST ALONG
 PU2044'A ROAD, 0.5 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD WEST
 PU2044'AND IN LINE WITH A FENCE LINE WEST, 27 FEET WEST OF THE CENTER
 PU2044'LINE OF THE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF A FARM
 PU2044'ROAD WEST, 2.7 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS
 PU2044'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU2044'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1448 ***********************************************************************
 PU1448  DESIGNATION -  U 407
 PU1448  PID         -  PU1448
 PU1448  STATE/COUNTY-  SD/MEADE
 PU1448  COUNTRY     -  US
 PU1448  USGS QUAD   -  FORT MEADE (2017)
 PU1448
 PU1448                         *CURRENT SURVEY CONTROL
 PU1448  ______________________________________________________________________
 PU1448* NAD 83(1986) POSITION- 44 29 30.     (N) 103 29 18.     (W)   SCALED
 PU1448* NAVD 88 ORTHO HEIGHT -   967.957 (meters)     3175.71  (feet) ADJUSTED
 PU1448  ______________________________________________________________________
 PU1448  GEOID HEIGHT    -        -15.721 (meters)                     GEOID18
 PU1448  DYNAMIC HEIGHT  -        967.668 (meters)     3174.76  (feet) COMP
 PU1448  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 PU1448
 PU1448  VERT ORDER      -  SECOND    CLASS 0
 PU1448
 PU1448.The horizontal coordinates were scaled from a map and have
 PU1448.an estimated accuracy of +/- 6 seconds.
 PU1448
 PU1448.The orthometric height was determined by differential leveling and
 PU1448.adjusted by the NATIONAL GEODETIC SURVEY
 PU1448.in June 1991.
 PU1448
 PU1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1448.GEOID18 height accuracy estimate available here.
 PU1448
 PU1448.Click photographs - Photos may exist for this station.
 PU1448
 PU1448.The dynamic height is computed by dividing the NAVD 88
 PU1448.geopotential number by the normal gravity value computed on the
 PU1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1448.degrees latitude (g = 980.6199 gals.).
 PU1448
 PU1448.The modeled gravity was interpolated from observed gravity values.
 PU1448
 PU1448;                    North         East    Units  Estimated Accuracy
 PU1448;SPC SD N     -    79,130.      322,620.      MT  (+/- 180 meters Scaled)
 PU1448
 PU1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK201275(NAD 83)
 PU1448
 PU1448                          SUPERSEDED SURVEY CONTROL
 PU1448
 PU1448  NGVD 29 (??/??/92)  967.451  (m)         3174.05   (f) ADJ UNCH    2 0
 PU1448
 PU1448.Superseded values are not recommended for survey control.
 PU1448
 PU1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1448.See file dsdata.pdf to determine how the superseded data were derived.
 PU1448
 PU1448_MARKER: DB = BENCH MARK DISK
 PU1448_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU1448_SP_SET: CULVERT WINGWALL
 PU1448_STAMPING: U 407 1962
 PU1448_MARK LOGO: CGS
 PU1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1448+STABILITY: SURFACE MOTION
 PU1448
 PU1448  HISTORY     - Date     Condition        Report By
 PU1448  HISTORY     - 1962     MONUMENTED       CGS
 PU1448
 PU1448                          STATION DESCRIPTION
 PU1448
 PU1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1448'6.6 MI N FROM STURGIS.
 PU1448'6.55 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1448'IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST WING WALL OF A
 PU1448'CONCRETE BOX CULVERT, 13 1/2 FEET WEST OF THE CENTER LINE OF THE
 PU1448'ROAD AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0657 ***********************************************************************
 PU0657  DESIGNATION -  U 408
 PU0657  PID         -  PU0657
 PU0657  STATE/COUNTY-  SD/MEADE
 PU0657  COUNTRY     -  US
 PU0657  USGS QUAD   -  HEREFORD (2017)
 PU0657
 PU0657                         *CURRENT SURVEY CONTROL
 PU0657  ______________________________________________________________________
 PU0657* NAD 83(1986) POSITION- 44 24 57.     (N) 102 55 26.     (W)   SCALED
 PU0657* NAVD 88 ORTHO HEIGHT -   833.735 (meters)     2735.35  (feet) ADJUSTED
 PU0657  ______________________________________________________________________
 PU0657  GEOID HEIGHT    -        -17.510 (meters)                     GEOID18
 PU0657  DYNAMIC HEIGHT  -        833.504 (meters)     2734.59  (feet) COMP
 PU0657  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 PU0657
 PU0657  VERT ORDER      -  SECOND    CLASS 0
 PU0657
 PU0657.The horizontal coordinates were scaled from a map and have
 PU0657.an estimated accuracy of +/- 6 seconds.
 PU0657
 PU0657.The orthometric height was determined by differential leveling and
 PU0657.adjusted by the NATIONAL GEODETIC SURVEY
 PU0657.in June 1991.
 PU0657
 PU0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0657.GEOID18 height accuracy estimate available here.
 PU0657
 PU0657.Click photographs - Photos may exist for this station.
 PU0657
 PU0657.The dynamic height is computed by dividing the NAVD 88
 PU0657.geopotential number by the normal gravity value computed on the
 PU0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0657.degrees latitude (g = 980.6199 gals.).
 PU0657
 PU0657.The modeled gravity was interpolated from observed gravity values.
 PU0657
 PU0657;                    North         East    Units  Estimated Accuracy
 PU0657;SPC SD N     -    68,930.      367,180.      MT  (+/- 180 meters Scaled)
 PU0657
 PU0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK652201(NAD 83)
 PU0657
 PU0657                          SUPERSEDED SURVEY CONTROL
 PU0657
 PU0657  NGVD 29 (??/??/92)  833.274  (m)         2733.83   (f) ADJ UNCH    2 0
 PU0657
 PU0657.Superseded values are not recommended for survey control.
 PU0657
 PU0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0657.See file dsdata.pdf to determine how the superseded data were derived.
 PU0657
 PU0657_MARKER: DB = BENCH MARK DISK
 PU0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0657_STAMPING: U 408 1962
 PU0657_MARK LOGO: CGS
 PU0657_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0657+STABILITY: SURFACE MOTION
 PU0657
 PU0657  HISTORY     - Date     Condition        Report By
 PU0657  HISTORY     - 1962     MONUMENTED       CGS
 PU0657
 PU0657                          STATION DESCRIPTION
 PU0657
 PU0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0657'3.4 MI NW FROM HEREFORD.
 PU0657'1.4 MILES WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0657'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, AT THE SOUTHEAST
 PU0657'CORNER OF THE INTERSECTION OF AN EAST-WEST ROAD, 36 1/2 FEET EAST
 PU0657'OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTH OF THE CENTER LINE
 PU0657'OF THE ROAD EAST, 4.5 FEET SOUTHEAST OF POWER POLE 3/402, 3.3
 PU0657'FEET WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 PU0657'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0887 ***********************************************************************
 PU0887  DESIGNATION -  U 409
 PU0887  PID         -  PU0887
 PU0887  STATE/COUNTY-  SD/MEADE
 PU0887  COUNTRY     -  US
 PU0887  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0887
 PU0887                         *CURRENT SURVEY CONTROL
 PU0887  ______________________________________________________________________
 PU0887* NAD 83(1986) POSITION- 44 34 32.     (N) 102 48 13.     (W)   SCALED
 PU0887* NAVD 88 ORTHO HEIGHT -   840.499 (meters)     2757.54  (feet) ADJUSTED
 PU0887  ______________________________________________________________________
 PU0887  GEOID HEIGHT    -        -17.841 (meters)                     GEOID18
 PU0887  DYNAMIC HEIGHT  -        840.275 (meters)     2756.80  (feet) COMP
 PU0887  MODELED GRAVITY -    980,323.2   (mgal)                       NAVD 88
 PU0887
 PU0887  VERT ORDER      -  SECOND    CLASS 0
 PU0887
 PU0887.The horizontal coordinates were scaled from a map and have
 PU0887.an estimated accuracy of +/- 6 seconds.
 PU0887
 PU0887.The orthometric height was determined by differential leveling and
 PU0887.adjusted by the NATIONAL GEODETIC SURVEY
 PU0887.in June 1991.
 PU0887
 PU0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0887.GEOID18 height accuracy estimate available here.
 PU0887
 PU0887.Click photographs - Photos may exist for this station.
 PU0887
 PU0887.The dynamic height is computed by dividing the NAVD 88
 PU0887.geopotential number by the normal gravity value computed on the
 PU0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0887.degrees latitude (g = 980.6199 gals.).
 PU0887
 PU0887.The modeled gravity was interpolated from observed gravity values.
 PU0887
 PU0887;                    North         East    Units  Estimated Accuracy
 PU0887;SPC SD N     -    86,330.      377,370.      MT  (+/- 180 meters Scaled)
 PU0887
 PU0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK743381(NAD 83)
 PU0887
 PU0887                          SUPERSEDED SURVEY CONTROL
 PU0887
 PU0887  NGVD 29 (??/??/92)  840.030  (m)         2756.00   (f) ADJ UNCH    2 0
 PU0887
 PU0887.Superseded values are not recommended for survey control.
 PU0887
 PU0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0887.See file dsdata.pdf to determine how the superseded data were derived.
 PU0887
 PU0887_MARKER: DB = BENCH MARK DISK
 PU0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0887_STAMPING: U 409 1962
 PU0887_MARK LOGO: CGS
 PU0887_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0887+STABILITY: SURFACE MOTION
 PU0887
 PU0887  HISTORY     - Date     Condition        Report By
 PU0887  HISTORY     - 1962     MONUMENTED       CGS
 PU0887
 PU0887                          STATION DESCRIPTION
 PU0887
 PU0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0887'12.8 MI N FROM FAIRPOINT.
 PU0887'12.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0887'FAIRPOINT, 1.0 MILE NORTH OF THE JUNCTION OF OLD STATE HIGHWAY
 PU0887'34, 107 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 PU0887'ABANDONED ROAD, 32 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PU0887'100 FEET NORTH OF THE CENTER LINE OF THE ABANDONED ROAD, 2 1/2
 PU0887'FEET WEST OF A TELEPHONE POLE, 1.6 FEET WEST OF A FENCE, ABOUT
 PU0887'2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0887'PROJECTING 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS 4.0 MILES
 PU0887'WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION CENTER,
 PU0887'THENCE 2.8 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH
 PU0887'ALONG A GRAVEL ROD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0948 ***********************************************************************
 PU0948  DESIGNATION -  U 410
 PU0948  PID         -  PU0948
 PU0948  STATE/COUNTY-  SD/MEADE
 PU0948  COUNTRY     -  US
 PU0948  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0948
 PU0948                         *CURRENT SURVEY CONTROL
 PU0948  ______________________________________________________________________
 PU0948* NAD 83(1986) POSITION- 44 31 02.     (N) 102 52 03.     (W)   SCALED
 PU0948* NAVD 88 ORTHO HEIGHT -   789.142 (meters)     2589.04  (feet) ADJUSTED
 PU0948  ______________________________________________________________________
 PU0948  GEOID HEIGHT    -        -17.724 (meters)                     GEOID18
 PU0948  DYNAMIC HEIGHT  -        788.931 (meters)     2588.35  (feet) COMP
 PU0948  MODELED GRAVITY -    980,324.8   (mgal)                       NAVD 88
 PU0948
 PU0948  VERT ORDER      -  FIRST     CLASS II
 PU0948
 PU0948.The horizontal coordinates were scaled from a map and have
 PU0948.an estimated accuracy of +/- 6 seconds.
 PU0948
 PU0948.The orthometric height was determined by differential leveling and
 PU0948.adjusted by the NATIONAL GEODETIC SURVEY
 PU0948.in October 1997.
 PU0948
 PU0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0948.GEOID18 height accuracy estimate available here.
 PU0948
 PU0948.Click photographs - Photos may exist for this station.
 PU0948
 PU0948.The dynamic height is computed by dividing the NAVD 88
 PU0948.geopotential number by the normal gravity value computed on the
 PU0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0948.degrees latitude (g = 980.6199 gals.).
 PU0948
 PU0948.The modeled gravity was interpolated from observed gravity values.
 PU0948
 PU0948;                    North         East    Units  Estimated Accuracy
 PU0948;SPC SD N     -    80,030.      372,070.      MT  (+/- 180 meters Scaled)
 PU0948
 PU0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK694315(NAD 83)
 PU0948
 PU0948                          SUPERSEDED SURVEY CONTROL
 PU0948
 PU0948  NAVD 88 (06/15/91)  789.093  (m)         2588.88   (f) SUPERSEDED  1 2
 PU0948  NGVD 29 (??/??/92)  788.636  (m)         2587.38   (f) ADJ UNCH    1 2
 PU0948
 PU0948.Superseded values are not recommended for survey control.
 PU0948
 PU0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0948.See file dsdata.pdf to determine how the superseded data were derived.
 PU0948
 PU0948_MARKER: DB = BENCH MARK DISK
 PU0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0948_STAMPING: U 410 1962
 PU0948_MARK LOGO: CGS
 PU0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0948+STABILITY: SURFACE MOTION
 PU0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0948+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2012
 PU0948
 PU0948  HISTORY     - Date     Condition        Report By
 PU0948  HISTORY     - 1962     MONUMENTED       CGS
 PU0948  HISTORY     - 19950524 GOOD             NGS
 PU0948  HISTORY     - 20120503 GOOD             INDIV
 PU0948
 PU0948                          STATION DESCRIPTION
 PU0948
 PU0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0948'14 MI E FROM VOLUNTEER.
 PU0948'14.0 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0948'VOLUNTEER, 101 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 PU0948'195 FEET EAST OF THE EAST END OF A GATE, 61 FEET SOUTHEAST OF
 PU0948'A POWER POLE, 1.4 FEET SOUTH OF A FENCE, 2.1 FEET EAST OF A
 PU0948'WITNESS POST, 1 1/2 FEET LOWER THAN THE HIGHWAY AND IN THE
 PU0948'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 PU0948
 PU0948                          STATION RECOVERY (1995)
 PU0948
 PU0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0948'17.2 KM (10.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0948'OFFICE IN UNION CENTER, 330.0 M (1082.7 FT) EAST OF MILEPOST 70, 64.7
 PU0948'M (212.3 FT) EAST OF THE CENTER OF A GATE, 30.1 M (98.8 FT) SOUTH OF
 PU0948'THE HIGHWAY CENTERLINE, 18.9 M (62.0 FT) SOUTHEAST OF A UTILITY POLE,
 PU0948'0.6 M (2.0 FT) EAST OF A WITNESS POST, 0.5 M (1.6 FT) SOUTH OF A
 PU0948'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PU0948'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0948
 PU0948                          STATION RECOVERY (2012)
 PU0948
 PU0948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2124 ***********************************************************************
 PU2124  DESIGNATION -  U 411 RESET
 PU2124  PID         -  PU2124
 PU2124  STATE/COUNTY-  SD/MEADE
 PU2124  COUNTRY     -  US
 PU2124  USGS QUAD   -  WHITE OWL SE (2017)
 PU2124
 PU2124                         *CURRENT SURVEY CONTROL
 PU2124  ______________________________________________________________________
 PU2124* NAD 83(1986) POSITION- 44 36 17.     (N) 102 22 16.     (W)   SCALED
 PU2124* NAVD 88 ORTHO HEIGHT -   830.232 (meters)     2723.85  (feet) ADJUSTED
 PU2124  ______________________________________________________________________
 PU2124  GEOID HEIGHT    -        -18.911 (meters)                     GEOID18
 PU2124  DYNAMIC HEIGHT  -        830.019 (meters)     2723.15  (feet) COMP
 PU2124  MODELED GRAVITY -    980,334.0   (mgal)                       NAVD 88
 PU2124
 PU2124  VERT ORDER      -  FIRST     CLASS II
 PU2124
 PU2124.The horizontal coordinates were scaled from a map and have
 PU2124.an estimated accuracy of +/- 6 seconds.
 PU2124
 PU2124.The orthometric height was determined by differential leveling and
 PU2124.adjusted by the NATIONAL GEODETIC SURVEY
 PU2124.in October 1997.
 PU2124
 PU2124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2124.GEOID18 height accuracy estimate available here.
 PU2124
 PU2124.Click photographs - Photos may exist for this station.
 PU2124
 PU2124.The dynamic height is computed by dividing the NAVD 88
 PU2124.geopotential number by the normal gravity value computed on the
 PU2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2124.degrees latitude (g = 980.6199 gals.).
 PU2124
 PU2124.The modeled gravity was interpolated from observed gravity values.
 PU2124
 PU2124;                    North         East    Units  Estimated Accuracy
 PU2124;SPC SD N     -    88,480.      411,800.      MT  (+/- 180 meters Scaled)
 PU2124
 PU2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK086424(NAD 83)
 PU2124
 PU2124                          SUPERSEDED SURVEY CONTROL
 PU2124
 PU2124  NGVD 29 (04/17/07)  829.70   (m)         2722.1    (f) RESET       3  
 PU2124
 PU2124.Superseded values are not recommended for survey control.
 PU2124
 PU2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2124.See file dsdata.pdf to determine how the superseded data were derived.
 PU2124
 PU2124_MARKER: DV = VERTICAL CONTROL DISK
 PU2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2124_STAMPING: U 411 RESET 1980
 PU2124_MARK LOGO: NGS
 PU2124_PROJECTION: FLUSH
 PU2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2124+STABILITY: SURFACE MOTION
 PU2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2124+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2124
 PU2124  HISTORY     - Date     Condition        Report By
 PU2124  HISTORY     - 1980     MONUMENTED       NGS
 PU2124  HISTORY     - 19900509 GOOD             NGS
 PU2124  HISTORY     - 19950605 GOOD             NGS
 PU2124
 PU2124                          STATION DESCRIPTION
 PU2124
 PU2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 PU2124'3.3 MI EAST FROM WHITE OWL.
 PU2124'3.3 MILES EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU2124'STORE IN WHITE OWL, 106.0 FEET NORTH OF CENTER OF STATE HIGHWAY 34,
 PU2124'6.0 FEET NORTHEAST OF POWERLINE POLE, AND 1.0 FOOT WEST OF A FENCE.
 PU2124'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 PU2124
 PU2124                          STATION RECOVERY (1990)
 PU2124
 PU2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PU2124'4.91 KM (3.05 MI) EAST FROM WHITE OWL, OR 24.78 KM (15.40 MI) WEST
 PU2124'FROM HOWES AND THE JUNCTION OF STATE HIGHWAY 73 NORTH, ALONG STATE
 PU2124'HIGHWAY 34, 32.31 M (106.00 FT) NORTH FROM THE CENTER OF STATE
 PU2124'HIGHWAY 34, 0.3 M (1.0 FT) SOUTHEAST FROM A WITNESS POST, 1.98 M
 PU2124'(6.50 FT) NORTH FROM THE RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) WEST FROM
 PU2124'A FENCE , 1.98 M (6.50 FT) NORTH-NORTHEAST FROM A GUYED POWER-POLE.
 PU2124
 PU2124                          STATION RECOVERY (1995)
 PU2124
 PU2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2124'25.1 KM (15.60 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU2124'OFFICE IN UNION CENTER, 378.0 M (1240.2 FT) WEST OF MILEPOST 97, 32.5
 PU2124'M (106.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) NORTHEAST
 PU2124'OF A UTILITY POLE WITH 2 GUY CABLES, 2.2 M (7.2 FT) NORTH OF A FENCE,
 PU2124'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PU2124'SOUTHEAST OF A WITNESS POST, 0.2 M (0.7 FT) WEST OF A FENCE, AND THE
 PU2124'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1250 ***********************************************************************
 PU1250  DESIGNATION -  U 412
 PU1250  PID         -  PU1250
 PU1250  STATE/COUNTY-  SD/BUTTE
 PU1250  COUNTRY     -  US
 PU1250  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1250
 PU1250                         *CURRENT SURVEY CONTROL
 PU1250  ______________________________________________________________________
 PU1250* NAD 83(1986) POSITION- 44 46 40.6    (N) 103 17 42.8    (W)   HD_HELD2
 PU1250* NAVD 88 ORTHO HEIGHT -   901.184 (meters)     2956.63  (feet) ADJUSTED
 PU1250  ______________________________________________________________________
 PU1250  GEOID HEIGHT    -        -16.639 (meters)                     GEOID18
 PU1250  DYNAMIC HEIGHT  -        900.963 (meters)     2955.91  (feet) COMP
 PU1250  MODELED GRAVITY -    980,342.0   (mgal)                       NAVD 88
 PU1250
 PU1250  VERT ORDER      -  FIRST     CLASS II
 PU1250
 PU1250.The horizontal coordinates were established by autonomous hand held GPS
 PU1250.observations and have an estimated accuracy of +/- 10 meters.
 PU1250
 PU1250.The orthometric height was determined by differential leveling and
 PU1250.adjusted by the NATIONAL GEODETIC SURVEY
 PU1250.in July 1998.
 PU1250
 PU1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1250.GEOID18 height accuracy estimate available here.
 PU1250
 PU1250.Click photographs - Photos may exist for this station.
 PU1250
 PU1250.The dynamic height is computed by dividing the NAVD 88
 PU1250.geopotential number by the normal gravity value computed on the
 PU1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1250.degrees latitude (g = 980.6199 gals.).
 PU1250
 PU1250.The modeled gravity was interpolated from observed gravity values.
 PU1250
 PU1250;                    North         East    Units  Estimated Accuracy
 PU1250;SPC SD N     -   110,274.      339,265.      MT  (+/- 10 meters HH2 GPS)
 PU1250
 PU1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3488059696(NAD 83)
 PU1250
 PU1250                          SUPERSEDED SURVEY CONTROL
 PU1250
 PU1250  NAVD 88 (06/15/91)  901.049  (m)         2956.19   (f) SUPERSEDED  1 2
 PU1250  NGVD 29 (??/??/92)  900.575  (m)         2954.64   (f) ADJ UNCH    1 2
 PU1250
 PU1250.Superseded values are not recommended for survey control.
 PU1250
 PU1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1250.See file dsdata.pdf to determine how the superseded data were derived.
 PU1250
 PU1250_MARKER: DB = BENCH MARK DISK
 PU1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1250_STAMPING: U 412 1963
 PU1250_MARK LOGO: CGS
 PU1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1250+STABILITY: SURFACE MOTION
 PU1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1250+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1250
 PU1250  HISTORY     - Date     Condition        Report By
 PU1250  HISTORY     - 1963     MONUMENTED       CGS
 PU1250  HISTORY     - 19951116 GOOD             NGS
 PU1250
 PU1250                          STATION DESCRIPTION
 PU1250
 PU1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1250'7.9 MI NE FROM NEWELL.
 PU1250'ABOUT 7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1250'SCHOOL AT NEWELL, ABOUT 0.7 MILE SOUTHWEST OF A 185-FOOT CONCRETE
 PU1250'BRIDGE OVER A SMALL STREAM, AT THE JUNCTION OF A PRIVATE ROAD
 PU1250'LEADING SOUTHEAST AND SOUTH, 73.5 FEET SOUTHEAST OF THE CENTERLINE
 PU1250'OF THE HIGHWAY, 26.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PU1250'DRIVEWAY, 49 FEET NORTHEAST OF A T-FENCE CORNER, 2.0 FEET
 PU1250'NORTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 PU1250'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1250'OF A CONCRETE POST PROJECTING 6 INCHES.
 PU1250
 PU1250                          STATION RECOVERY (1995)
 PU1250
 PU1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1250'12.5 KM (7.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1250'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 92.4 M (303.1 FT) SOUTHWEST OF
 PU1250'MILEPOST 47, 23.1 M (75.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.2
 PU1250'M (23.6 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.0
 PU1250'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF
 PU1250'A FENCE, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 PU1250'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1290 ***********************************************************************
 PU1290  DESIGNATION -  U 413
 PU1290  PID         -  PU1290
 PU1290  STATE/COUNTY-  SD/BUTTE
 PU1290  COUNTRY     -  US
 PU1290  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1290
 PU1290                         *CURRENT SURVEY CONTROL
 PU1290  ______________________________________________________________________
 PU1290* NAD 83(1986) POSITION- 44 56 16.     (N) 103 03 38.     (W)   SCALED
 PU1290* NAVD 88 ORTHO HEIGHT -   869.563 (meters)     2852.89  (feet) ADJUSTED
 PU1290  ______________________________________________________________________
 PU1290  GEOID HEIGHT    -        -17.131 (meters)                     GEOID18
 PU1290  DYNAMIC HEIGHT  -        869.363 (meters)     2852.24  (feet) COMP
 PU1290  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 PU1290
 PU1290  VERT ORDER      -  SECOND    CLASS 0
 PU1290
 PU1290.The horizontal coordinates were scaled from a map and have
 PU1290.an estimated accuracy of +/- 6 seconds.
 PU1290
 PU1290.The orthometric height was determined by differential leveling and
 PU1290.adjusted by the NATIONAL GEODETIC SURVEY
 PU1290.in June 1991.
 PU1290
 PU1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1290.GEOID18 height accuracy estimate available here.
 PU1290
 PU1290.Click photographs - Photos may exist for this station.
 PU1290
 PU1290.The dynamic height is computed by dividing the NAVD 88
 PU1290.geopotential number by the normal gravity value computed on the
 PU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1290.degrees latitude (g = 980.6199 gals.).
 PU1290
 PU1290.The modeled gravity was interpolated from observed gravity values.
 PU1290
 PU1290;                    North         East    Units  Estimated Accuracy
 PU1290;SPC SD N     -   127,290.      358,500.      MT  (+/- 180 meters Scaled)
 PU1290
 PU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK530778(NAD 83)
 PU1290
 PU1290                          SUPERSEDED SURVEY CONTROL
 PU1290
 PU1290  NGVD 29 (??/??/92)  869.083  (m)         2851.32   (f) ADJ UNCH    2 0
 PU1290
 PU1290.Superseded values are not recommended for survey control.
 PU1290
 PU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1290.See file dsdata.pdf to determine how the superseded data were derived.
 PU1290
 PU1290_MARKER: DB = BENCH MARK DISK
 PU1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1290_STAMPING: U 413 1963
 PU1290_MARK LOGO: CGS
 PU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1290+STABILITY: SURFACE MOTION
 PU1290
 PU1290  HISTORY     - Date     Condition        Report By
 PU1290  HISTORY     - 1963     MONUMENTED       CGS
 PU1290
 PU1290                          STATION DESCRIPTION
 PU1290
 PU1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1290'25.4 MI NE FROM NEWELL.
 PU1290'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1290'HIGH SCHOOL AT NEWELL, THENCE 2.1 MILES NORTH ALONG A GRAVELED
 PU1290'ROAD, ABOUT 0.9 MILE NORTH OF A DRIVEWAY LEADING WEST TO A
 PU1290'FARMHOUSE, ON THE SOUTH SLOPE OF A STEEP HILL, 45 FEET EAST OF
 PU1290'THE CENTERLINE OF THE ROAD, 33 FEET EAST OF THE NORTHEAST CORNER
 PU1290'OF A CATTLE GUARD ACROSS THE ROAD, 2 FEET NORTH OF AN EAST-WEST
 PU1290'FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET
 PU1290'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1290'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1909 ***********************************************************************
 PU1909  DESIGNATION -  U 414
 PU1909  PID         -  PU1909
 PU1909  STATE/COUNTY-  SD/BUTTE
 PU1909  COUNTRY     -  US
 PU1909  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1909
 PU1909                         *CURRENT SURVEY CONTROL
 PU1909  ______________________________________________________________________
 PU1909* NAD 83(1986) POSITION- 44 47 31.     (N) 103 30 26.     (W)   SCALED
 PU1909* NAVD 88 ORTHO HEIGHT -   900.117 (meters)     2953.13  (feet) ADJUSTED
 PU1909  ______________________________________________________________________
 PU1909  GEOID HEIGHT    -        -16.252 (meters)                     GEOID18
 PU1909  DYNAMIC HEIGHT  -        899.888 (meters)     2952.38  (feet) COMP
 PU1909  MODELED GRAVITY -    980,332.0   (mgal)                       NAVD 88
 PU1909
 PU1909  VERT ORDER      -  SECOND    CLASS 0
 PU1909
 PU1909.The horizontal coordinates were scaled from a map and have
 PU1909.an estimated accuracy of +/- 6 seconds.
 PU1909
 PU1909.The orthometric height was determined by differential leveling and
 PU1909.adjusted by the NATIONAL GEODETIC SURVEY
 PU1909.in June 1991.
 PU1909
 PU1909.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1909.GEOID18 height accuracy estimate available here.
 PU1909
 PU1909.Click photographs - Photos may exist for this station.
 PU1909
 PU1909.The dynamic height is computed by dividing the NAVD 88
 PU1909.geopotential number by the normal gravity value computed on the
 PU1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1909.degrees latitude (g = 980.6199 gals.).
 PU1909
 PU1909.The modeled gravity was interpolated from observed gravity values.
 PU1909
 PU1909;                    North         East    Units  Estimated Accuracy
 PU1909;SPC SD N     -   112,530.      322,570.      MT  (+/- 180 meters Scaled)
 PU1909
 PU1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK180609(NAD 83)
 PU1909
 PU1909                          SUPERSEDED SURVEY CONTROL
 PU1909
 PU1909  NGVD 29 (??/??/92)  899.635  (m)         2951.55   (f) ADJ UNCH    2 0
 PU1909
 PU1909.Superseded values are not recommended for survey control.
 PU1909
 PU1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1909.See file dsdata.pdf to determine how the superseded data were derived.
 PU1909
 PU1909_MARKER: DB = BENCH MARK DISK
 PU1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1909_STAMPING: U 414 1963
 PU1909_MARK LOGO: CGS
 PU1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1909+STABILITY: SURFACE MOTION
 PU1909
 PU1909  HISTORY     - Date     Condition        Report By
 PU1909  HISTORY     - 1963     MONUMENTED       CGS
 PU1909
 PU1909                          STATION DESCRIPTION
 PU1909
 PU1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1909'9.2 MI NW FROM NEWELL.
 PU1909'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1909'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRAVELED COUNTY
 PU1909'ROAD, 57 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 PU1909'NORTH-SOUTH ROAD, 26.5 FEET SOUTH OF THE CENTERLINE OF THE
 PU1909'ROAD, 40 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 PU1909'6.6 FEET WEST OF A FENCE CORNER, 2.0 FEET EAST OF A METAL
 PU1909'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH
 PU1909'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1915 ***********************************************************************
 PU1915  DESIGNATION -  U 415
 PU1915  PID         -  PU1915
 PU1915  STATE/COUNTY-  SD/BUTTE
 PU1915  COUNTRY     -  US
 PU1915  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1915
 PU1915                         *CURRENT SURVEY CONTROL
 PU1915  ______________________________________________________________________
 PU1915* NAD 83(1986) POSITION- 44 51 13.     (N) 103 32 41.     (W)   SCALED
 PU1915* NAVD 88 ORTHO HEIGHT -   895.885 (meters)     2939.25  (feet) ADJUSTED
 PU1915  ______________________________________________________________________
 PU1915  GEOID HEIGHT    -        -16.204 (meters)                     GEOID18
 PU1915  DYNAMIC HEIGHT  -        895.658 (meters)     2938.50  (feet) COMP
 PU1915  MODELED GRAVITY -    980,333.3   (mgal)                       NAVD 88
 PU1915
 PU1915  VERT ORDER      -  SECOND    CLASS 0
 PU1915
 PU1915.The horizontal coordinates were scaled from a map and have
 PU1915.an estimated accuracy of +/- 6 seconds.
 PU1915
 PU1915.The orthometric height was determined by differential leveling and
 PU1915.adjusted by the NATIONAL GEODETIC SURVEY
 PU1915.in June 1991.
 PU1915
 PU1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1915.GEOID18 height accuracy estimate available here.
 PU1915
 PU1915.Click photographs - Photos may exist for this station.
 PU1915
 PU1915.The dynamic height is computed by dividing the NAVD 88
 PU1915.geopotential number by the normal gravity value computed on the
 PU1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1915.degrees latitude (g = 980.6199 gals.).
 PU1915
 PU1915.The modeled gravity was interpolated from observed gravity values.
 PU1915
 PU1915;                    North         East    Units  Estimated Accuracy
 PU1915;SPC SD N     -   119,510.      319,900.      MT  (+/- 180 meters Scaled)
 PU1915
 PU1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK149677(NAD 83)
 PU1915
 PU1915                          SUPERSEDED SURVEY CONTROL
 PU1915
 PU1915  NGVD 29 (??/??/92)  895.403  (m)         2937.67   (f) ADJ UNCH    2 0
 PU1915
 PU1915.Superseded values are not recommended for survey control.
 PU1915
 PU1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1915.See file dsdata.pdf to determine how the superseded data were derived.
 PU1915
 PU1915_MARKER: DB = BENCH MARK DISK
 PU1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1915_STAMPING: U 415 1963
 PU1915_MARK LOGO: CGS
 PU1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1915+STABILITY: SURFACE MOTION
 PU1915
 PU1915  HISTORY     - Date     Condition        Report By
 PU1915  HISTORY     - 1963     MONUMENTED       CGS
 PU1915
 PU1915                          STATION DESCRIPTION
 PU1915
 PU1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1915'15 MI NW FROM NEWELL.
 PU1915'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1915'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1915'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1915'1.9 MILES NORTHWEST ALONG A TRACK ROAD ON PRIVATE PROPERTY OWNED
 PU1915'AND OPERATED BY THE PERSHEY BROTHERS, AT THE WEST END OF A LONG
 PU1915'FILL, 149 FEET WEST OF THE SOUTH END OF A METAL CULVERT, 175
 PU1915'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED WOODEN
 PU1915'BRIDGE, 19 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, ABOUT
 PU1915'1 FOOT BELOW THE LEVEL OF THE TRACK ROAD, AND SET IN THE TOP
 PU1915'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0753 ***********************************************************************
 PU0753  DESIGNATION -  U 416
 PU0753  PID         -  PU0753
 PU0753  STATE/COUNTY-  SD/BUTTE
 PU0753  COUNTRY     -  US
 PU0753  USGS QUAD   -  CAMP CREEK (2017)
 PU0753
 PU0753                         *CURRENT SURVEY CONTROL
 PU0753  ______________________________________________________________________
 PU0753* NAD 83(1986) POSITION- 44 59 43.     (N) 102 58 58.     (W)   SCALED
 PU0753* NAVD 88 ORTHO HEIGHT -   882.067 (meters)     2893.91  (feet) ADJUSTED
 PU0753  ______________________________________________________________________
 PU0753  GEOID HEIGHT    -        -17.250 (meters)                     GEOID18
 PU0753  DYNAMIC HEIGHT  -        881.877 (meters)     2893.29  (feet) COMP
 PU0753  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 PU0753
 PU0753  VERT ORDER      -  SECOND    CLASS 0
 PU0753
 PU0753.The horizontal coordinates were scaled from a map and have
 PU0753.an estimated accuracy of +/- 6 seconds.
 PU0753
 PU0753.The orthometric height was determined by differential leveling and
 PU0753.adjusted by the NATIONAL GEODETIC SURVEY
 PU0753.in June 1991.
 PU0753
 PU0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0753.GEOID18 height accuracy estimate available here.
 PU0753
 PU0753.Click photographs - Photos may exist for this station.
 PU0753
 PU0753.The dynamic height is computed by dividing the NAVD 88
 PU0753.geopotential number by the normal gravity value computed on the
 PU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0753.degrees latitude (g = 980.6199 gals.).
 PU0753
 PU0753.The modeled gravity was interpolated from observed gravity values.
 PU0753
 PU0753;                    North         East    Units  Estimated Accuracy
 PU0753;SPC SD N     -   133,450.      364,870.      MT  (+/- 180 meters Scaled)
 PU0753
 PU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK590844(NAD 83)
 PU0753
 PU0753                          SUPERSEDED SURVEY CONTROL
 PU0753
 PU0753  NGVD 29 (??/??/92)  881.592  (m)         2892.36   (f) ADJ UNCH    2 0
 PU0753
 PU0753.Superseded values are not recommended for survey control.
 PU0753
 PU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0753.See file dsdata.pdf to determine how the superseded data were derived.
 PU0753
 PU0753_MARKER: DB = BENCH MARK DISK
 PU0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0753_STAMPING: U 416 1963
 PU0753_MARK LOGO: CGS
 PU0753_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0753+STABILITY: SURFACE MOTION
 PU0753
 PU0753  HISTORY     - Date     Condition        Report By
 PU0753  HISTORY     - 1963     MONUMENTED       CGS
 PU0753
 PU0753                          STATION DESCRIPTION
 PU0753
 PU0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0753'5.6 MI SW FROM MUD BUTTE.
 PU0753'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM A GRAVELED
 PU0753'ROAD INTERSECTION AT MUD BUTTE, THENCE 4.3 MILES WEST ALONG
 PU0753'A GRAVELED ROAD, ABOUT 0.8 MILE WEST OF THE JUNCTION OF A
 PU0753'PRIVATE ROAD LEADING NORTH TO THE RED STAR SHEEP RANCH, 78 FEET
 PU0753'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A POWER
 PU0753'POLE, IN LINE WITH A ROW OF POLES, 1.2 FEET EAST OF A METAL
 PU0753'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND
 PU0753'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0267 ***********************************************************************
 QT0267  DESIGNATION -  U 417
 QT0267  PID         -  QT0267
 QT0267  STATE/COUNTY-  SD/BUTTE
 QT0267  COUNTRY     -  US
 QT0267  USGS QUAD   -  HAYSTACK BUTTE (2017)
 QT0267
 QT0267                         *CURRENT SURVEY CONTROL
 QT0267  ______________________________________________________________________
 QT0267* NAD 83(1986) POSITION- 45 03 57.     (N) 103 24 21.     (W)   SCALED
 QT0267* NAVD 88 ORTHO HEIGHT -   898.075 (meters)     2946.43  (feet) ADJUSTED
 QT0267  ______________________________________________________________________
 QT0267  GEOID HEIGHT    -        -16.475 (meters)                     GEOID18
 QT0267  DYNAMIC HEIGHT  -        897.873 (meters)     2945.77  (feet) COMP
 QT0267  MODELED GRAVITY -    980,361.4   (mgal)                       NAVD 88
 QT0267
 QT0267  VERT ORDER      -  SECOND    CLASS 0
 QT0267
 QT0267.The horizontal coordinates were scaled from a map and have
 QT0267.an estimated accuracy of +/- 6 seconds.
 QT0267
 QT0267.The orthometric height was determined by differential leveling and
 QT0267.adjusted by the NATIONAL GEODETIC SURVEY
 QT0267.in June 1991.
 QT0267
 QT0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0267.GEOID18 height accuracy estimate available here.
 QT0267
 QT0267.Click photographs - Photos may exist for this station.
 QT0267
 QT0267.The dynamic height is computed by dividing the NAVD 88
 QT0267.geopotential number by the normal gravity value computed on the
 QT0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0267.degrees latitude (g = 980.6199 gals.).
 QT0267
 QT0267.The modeled gravity was interpolated from observed gravity values.
 QT0267
 QT0267;                    North         East    Units  Estimated Accuracy
 QT0267;SPC SD N     -   142,600.      331,860.      MT  (+/- 180 meters Scaled)
 QT0267
 QT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK255914(NAD 83)
 QT0267
 QT0267                          SUPERSEDED SURVEY CONTROL
 QT0267
 QT0267  NGVD 29 (??/??/92)  897.591  (m)         2944.85   (f) ADJ UNCH    2 0
 QT0267
 QT0267.Superseded values are not recommended for survey control.
 QT0267
 QT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0267.See file dsdata.pdf to determine how the superseded data were derived.
 QT0267
 QT0267_MARKER: DB = BENCH MARK DISK
 QT0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0267_STAMPING: U 417 1963
 QT0267_MARK LOGO: CGS
 QT0267_PROJECTION: PROJECTING 21 CENTIMETERS
 QT0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0267+STABILITY: SURFACE MOTION
 QT0267
 QT0267  HISTORY     - Date     Condition        Report By
 QT0267  HISTORY     - 1963     MONUMENTED       CGS
 QT0267
 QT0267                          STATION DESCRIPTION
 QT0267
 QT0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0267'7.4 MI N FROM CASTLE ROCK.
 QT0267'ABOUT 7.45 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE POST
 QT0267'OFFICE AT CASTLE ROCK, 59 FEET WEST OF THE CENTERLINE OF THE
 QT0267'HIGHWAY, 110 FEET NORTH OF A FENCE CORNER, 78 FEET NORTHWEST
 QT0267'OF THE WEST END OF A 36-INCH CORRUGATED METAL CUVLERT, 3.5 FEET
 QT0267'NORTHEAST OF THE NORTH END OF A GATE, 2.0 FEET EAST OF A
 QT0267'NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 QT0267'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 QT0267'PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1468 ***********************************************************************
 PU1468  DESIGNATION -  U 418
 PU1468  PID         -  PU1468
 PU1468  STATE/COUNTY-  SD/MEADE
 PU1468  COUNTRY     -  US
 PU1468  USGS QUAD   -  FORT MEADE NE (2017)
 PU1468
 PU1468                         *CURRENT SURVEY CONTROL
 PU1468  ______________________________________________________________________
 PU1468* NAD 83(1986) POSITION- 44 28 57.     (N) 103 15 43.     (W)   SCALED
 PU1468* NAVD 88 ORTHO HEIGHT -   848.072 (meters)     2782.38  (feet) ADJUSTED
 PU1468  ______________________________________________________________________
 PU1468  GEOID HEIGHT    -        -16.534 (meters)                     GEOID18
 PU1468  DYNAMIC HEIGHT  -        847.837 (meters)     2781.61  (feet) COMP
 PU1468  MODELED GRAVITY -    980,311.9   (mgal)                       NAVD 88
 PU1468
 PU1468  VERT ORDER      -  FIRST     CLASS II
 PU1468
 PU1468.The horizontal coordinates were scaled from a map and have
 PU1468.an estimated accuracy of +/- 6 seconds.
 PU1468
 PU1468.The orthometric height was determined by differential leveling and
 PU1468.adjusted by the NATIONAL GEODETIC SURVEY
 PU1468.in October 1997.
 PU1468
 PU1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1468.GEOID18 height accuracy estimate available here.
 PU1468
 PU1468.Click photographs - Photos may exist for this station.
 PU1468
 PU1468.The dynamic height is computed by dividing the NAVD 88
 PU1468.geopotential number by the normal gravity value computed on the
 PU1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1468.degrees latitude (g = 980.6199 gals.).
 PU1468
 PU1468.The modeled gravity was interpolated from observed gravity values.
 PU1468
 PU1468;                    North         East    Units  Estimated Accuracy
 PU1468;SPC SD N     -    77,360.      340,580.      MT  (+/- 180 meters Scaled)
 PU1468
 PU1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK382269(NAD 83)
 PU1468
 PU1468                          SUPERSEDED SURVEY CONTROL
 PU1468
 PU1468  NAVD 88 (06/15/91)  848.080  (m)         2782.41   (f) SUPERSEDED  1 2
 PU1468  NGVD 29 (??/??/92)  847.595  (m)         2780.82   (f) ADJ UNCH    1 2
 PU1468
 PU1468.Superseded values are not recommended for survey control.
 PU1468
 PU1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1468.See file dsdata.pdf to determine how the superseded data were derived.
 PU1468
 PU1468_MARKER: DB = BENCH MARK DISK
 PU1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1468_STAMPING: U 418 1963
 PU1468_MARK LOGO: CGS
 PU1468_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1468+STABILITY: SURFACE MOTION
 PU1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1468+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2012
 PU1468
 PU1468  HISTORY     - Date     Condition        Report By
 PU1468  HISTORY     - 1963     MONUMENTED       CGS
 PU1468  HISTORY     - 19950513 GOOD             NGS
 PU1468  HISTORY     - 20120411 GOOD             INDIV
 PU1468
 PU1468                          STATION DESCRIPTION
 PU1468
 PU1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1468'2.4 MI NE FROM BEAR BUTTE.
 PU1468'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 PU1468'CATHOLIC CHURCH AT BEAR BUTTE, 96 FEET SOUTHEAST OF THE CENTER
 PU1468'OF THE T-JUNCTION OF A ROAD LEADING SOUTH, 72 FEET SOUTH OF THE
 PU1468'CENTERLINE OF THE HIGHWAY, 60 FEET EAST OF THE CENTERLINE OF
 PU1468'THE GRAVELED ROAD LEADING SOUTH, 27 FEET EAST OF A FENCE CORNER,
 PU1468'23 FEET NORTHWEST ACROSS A FENCE FROM A POWER POLE, 1.8 FEET
 PU1468'NORTH OF AN EAST-WEST FENCE, 2.0 FEET WEST OF A METAL WITNESS
 PU1468'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 PU1468'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1468
 PU1468                          STATION RECOVERY (1995)
 PU1468
 PU1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1468'24.9 KM (15.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1468'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 634.0 M (2080.0 FT)
 PU1468'EAST OF MILEPOST 49, 22.4 M (73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PU1468'18.1 M (59.4 FT) EAST OF THE CENTER OF COUNTY ROAD 7 L, 7.1 M (23.3
 PU1468'FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT) NORTH OF A FENCE, 0.6 M
 PU1468'(2.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU1468'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1468'SURFACE.
 PU1468
 PU1468                          STATION RECOVERY (2012)
 PU1468
 PU1468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0626 ***********************************************************************
 QS0626  DESIGNATION -  U 427
 QS0626  PID         -  QS0626
 QS0626  STATE/COUNTY-  SD/CORSON
 QS0626  COUNTRY     -  US
 QS0626  USGS QUAD   -  MCINTOSH (2017)
 QS0626
 QS0626                         *CURRENT SURVEY CONTROL
 QS0626  ______________________________________________________________________
 QS0626* NAD 83(1986) POSITION- 45 53 28.     (N) 101 19 43.     (W)   SCALED
 QS0626* NAVD 88 ORTHO HEIGHT -   684.949 (meters)     2247.20  (feet) ADJUSTED
 QS0626  ______________________________________________________________________
 QS0626  GEOID HEIGHT    -        -20.461 (meters)                     GEOID18
 QS0626  DYNAMIC HEIGHT  -        684.884 (meters)     2246.99  (feet) COMP
 QS0626  MODELED GRAVITY -    980,497.7   (mgal)                       NAVD 88
 QS0626
 QS0626  VERT ORDER      -  FIRST     CLASS II
 QS0626
 QS0626.The horizontal coordinates were scaled from a map and have
 QS0626.an estimated accuracy of +/- 6 seconds.
 QS0626
 QS0626.The orthometric height was determined by differential leveling and
 QS0626.adjusted by the NATIONAL GEODETIC SURVEY
 QS0626.in June 1991.
 QS0626
 QS0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0626.GEOID18 height accuracy estimate available here.
 QS0626
 QS0626.Click photographs - Photos may exist for this station.
 QS0626
 QS0626.The dynamic height is computed by dividing the NAVD 88
 QS0626.geopotential number by the normal gravity value computed on the
 QS0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0626.degrees latitude (g = 980.6199 gals.).
 QS0626
 QS0626.The modeled gravity was interpolated from observed gravity values.
 QS0626
 QS0626;                    North         East    Units  Estimated Accuracy
 QS0626;SPC SD N     -   229,530.      496,880.      MT  (+/- 180 meters Scaled)
 QS0626
 QS0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR193845(NAD 83)
 QS0626
 QS0626                          SUPERSEDED SURVEY CONTROL
 QS0626
 QS0626.No superseded survey control is available for this station.
 QS0626
 QS0626_MARKER: I = METAL ROD
 QS0626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0626_STAMPING: U 427 1985
 QS0626_MARK LOGO: NGS
 QS0626_PROJECTION: FLUSH
 QS0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0626_ROD/PIPE-DEPTH: 3.7 meters
 QS0626
 QS0626  HISTORY     - Date     Condition        Report By
 QS0626  HISTORY     - 1985     MONUMENTED       NGS
 QS0626
 QS0626                          STATION DESCRIPTION
 QS0626
 QS0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0626'3.3 KM (2.05 MI) SOUTH FROM MCINTOSH.
 QS0626'3.3 KM (2.05 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0626'HIGHWAY 12 AT MCINTOSH, 23.2 METERS (76 FT) WEST OF THE HIGHWAY
 QS0626'CENTERLINE, 5.5 METERS (18 FT) SOUTH OF THE CENTER OF A SECTION LINE
 QS0626'ROAD LEADING WEST, 0.3 METER (1 FT) NORTH OF AN EAST-WEST FENCE AND
 QS0626'0.3 METER (1 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 QS0626'IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0626'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0626'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0655 ***********************************************************************
 QS0655  DESIGNATION -  U 428
 QS0655  PID         -  QS0655
 QS0655  STATE/COUNTY-  SD/DEWEY
 QS0655  COUNTRY     -  US
 QS0655  USGS QUAD   -  ISABEL (2017)
 QS0655
 QS0655                         *CURRENT SURVEY CONTROL
 QS0655  ______________________________________________________________________
 QS0655* NAD 83(1986) POSITION- 45 25 38.     (N) 101 25 47.     (W)   SCALED
 QS0655* NAVD 88 ORTHO HEIGHT -   692.115 (meters)     2270.71  (feet) ADJUSTED
 QS0655  ______________________________________________________________________
 QS0655  GEOID HEIGHT    -        -20.512 (meters)                     GEOID18
 QS0655  DYNAMIC HEIGHT  -        692.011 (meters)     2270.37  (feet) COMP
 QS0655  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 QS0655
 QS0655  VERT ORDER      -  FIRST     CLASS II
 QS0655
 QS0655.The horizontal coordinates were scaled from a map and have
 QS0655.an estimated accuracy of +/- 6 seconds.
 QS0655
 QS0655.The orthometric height was determined by differential leveling and
 QS0655.adjusted by the NATIONAL GEODETIC SURVEY
 QS0655.in June 1991.
 QS0655
 QS0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0655.GEOID18 height accuracy estimate available here.
 QS0655
 QS0655.Click photographs - Photos may exist for this station.
 QS0655
 QS0655.The dynamic height is computed by dividing the NAVD 88
 QS0655.geopotential number by the normal gravity value computed on the
 QS0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0655.degrees latitude (g = 980.6199 gals.).
 QS0655
 QS0655.The modeled gravity was interpolated from observed gravity values.
 QS0655
 QS0655;                    North         East    Units  Estimated Accuracy
 QS0655;SPC SD N     -   178,110.      488,120.      MT  (+/- 180 meters Scaled)
 QS0655
 QS0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR099332(NAD 83)
 QS0655
 QS0655                          SUPERSEDED SURVEY CONTROL
 QS0655
 QS0655.No superseded survey control is available for this station.
 QS0655
 QS0655_MARKER: I = METAL ROD
 QS0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0655_STAMPING: U 428 1985
 QS0655_MARK LOGO: NGS
 QS0655_PROJECTION: FLUSH
 QS0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0655_ROD/PIPE-DEPTH: 6.1 meters
 QS0655
 QS0655  HISTORY     - Date     Condition        Report By
 QS0655  HISTORY     - 1985     MONUMENTED       NGS
 QS0655
 QS0655                          STATION DESCRIPTION
 QS0655
 QS0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0655'3.7 KM (2.3 MI) NORTH FROM ISABEL.
 QS0655'3.7 KM (2.3 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0655'ISABEL, AT A GRAVEL ROAD LEADING EAST, 0.81 KM (0.5 MI) NORTH OF
 QS0655'MILEPOST 195, 30.5 METERS (100 FT) (SLOPE DISTANT) WEST OF THE HIGHWAY
 QS0655'CENTERLINE, 42.7 METERS (140 FT) SOUTHWEST OF THE SOUTH END OF THE
 QS0655'WEST HEADWALL FOR A BOX CULVERT, 12.2 METERS (40 FT) SOUTH OF THE
 QS0655'EXTENDED CENTER OF THE GRAVEL ROAD AND 0.3 METER (1 FT) EAST OF THE
 QS0655'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0655'5-INCH LOGO CAP.
 QS0655'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0655'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0637 ***********************************************************************
 OT0637  DESIGNATION -  U 429
 OT0637  PID         -  OT0637
 OT0637  STATE/COUNTY-  SD/FALL RIVER
 OT0637  COUNTRY     -  US
 OT0637  USGS QUAD   -  MINNEKAHTA (2017)
 OT0637
 OT0637                         *CURRENT SURVEY CONTROL
 OT0637  ______________________________________________________________________
 OT0637* NAD 83(1986) POSITION- 43 23 37.     (N) 103 44 04.     (W)   SCALED
 OT0637* NAVD 88 ORTHO HEIGHT -  1334.905 (meters)     4379.60  (feet) ADJUSTED
 OT0637  ______________________________________________________________________
 OT0637  GEOID HEIGHT    -        -14.882 (meters)                     GEOID18
 OT0637  DYNAMIC HEIGHT  -       1334.309 (meters)     4377.65  (feet) COMP
 OT0637  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 OT0637
 OT0637  VERT ORDER      -  FIRST     CLASS II
 OT0637
 OT0637.The horizontal coordinates were scaled from a map and have
 OT0637.an estimated accuracy of +/- 6 seconds.
 OT0637
 OT0637.The orthometric height was determined by differential leveling and
 OT0637.adjusted by the NATIONAL GEODETIC SURVEY
 OT0637.in June 1991.
 OT0637
 OT0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0637.GEOID18 height accuracy estimate available here.
 OT0637
 OT0637.Click photographs - Photos may exist for this station.
 OT0637
 OT0637.The dynamic height is computed by dividing the NAVD 88
 OT0637.geopotential number by the normal gravity value computed on the
 OT0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0637.degrees latitude (g = 980.6199 gals.).
 OT0637
 OT0637.The modeled gravity was interpolated from observed gravity values.
 OT0637
 OT0637;                    North         East    Units  Estimated Accuracy
 OT0637;SPC SD S     -   123,430.      324,550.      MT  (+/- 180 meters Scaled)
 OT0637
 OT0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ024053(NAD 83)
 OT0637
 OT0637                          SUPERSEDED SURVEY CONTROL
 OT0637
 OT0637.No superseded survey control is available for this station.
 OT0637
 OT0637_MARKER: DV = VERTICAL CONTROL DISK
 OT0637_SETTING: 66 = SET IN ROCK OUTCROP
 OT0637_STAMPING: U 429 1985
 OT0637_MARK LOGO: NGS
 OT0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0637+STABILITY: POSITION/ELEVATION WELL
 OT0637
 OT0637  HISTORY     - Date     Condition        Report By
 OT0637  HISTORY     - 1985     MONUMENTED       NGS
 OT0637
 OT0637                          STATION DESCRIPTION
 OT0637
 OT0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0637'12.6 KM (7.8 MI) NE FROM EDGEMONT.
 OT0637'12.65 KM (7.8 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0637'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0637'TOP OF THE WEST EDGE OF A 3- BY 3-FOOT PORTION OF SANDSTONE OUTCROP
 OT0637'FLUSH WITH THE SURFACE OF THE GROUND, 0.6 KM (0.4 MI) NORTHEAST OF
 OT0637'MILEPOST 20, 31.7 METERS (104 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OT0637'25.9 METERS (85 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRIDGE, 5.2
 OT0637'METERS (17 FT) NORTH OF THE RIGHT-OF-WAY FENCE AND 6.1 METERS (20 FT)
 OT0637'WEST OF A RIGHT-OF-WAY FENCE.
 OT0637'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 OT0637'THE MARK IS 3.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0663 ***********************************************************************
 OT0663  DESIGNATION -  U 430
 OT0663  PID         -  OT0663
 OT0663  STATE/COUNTY-  SD/CUSTER
 OT0663  COUNTRY     -  US
 OT0663  USGS QUAD   -  BUTCHER HILL (2017)
 OT0663
 OT0663                         *CURRENT SURVEY CONTROL
 OT0663  ______________________________________________________________________
 OT0663* NAD 83(1986) POSITION- 43 37 39.     (N) 103 17 46.     (W)   SCALED
 OT0663* NAVD 88 ORTHO HEIGHT -  1112.835 (meters)     3651.03  (feet) ADJUSTED
 OT0663  ______________________________________________________________________
 OT0663  GEOID HEIGHT    -        -15.793 (meters)                     GEOID18
 OT0663  DYNAMIC HEIGHT  -       1112.391 (meters)     3649.57  (feet) COMP
 OT0663  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 OT0663
 OT0663  VERT ORDER      -  FIRST     CLASS II
 OT0663
 OT0663.The horizontal coordinates were scaled from a map and have
 OT0663.an estimated accuracy of +/- 6 seconds.
 OT0663
 OT0663.The orthometric height was determined by differential leveling and
 OT0663.adjusted by the NATIONAL GEODETIC SURVEY
 OT0663.in June 1991.
 OT0663
 OT0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0663.GEOID18 height accuracy estimate available here.
 OT0663
 OT0663.Click photographs - Photos may exist for this station.
 OT0663
 OT0663.The dynamic height is computed by dividing the NAVD 88
 OT0663.geopotential number by the normal gravity value computed on the
 OT0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0663.degrees latitude (g = 980.6199 gals.).
 OT0663
 OT0663.The modeled gravity was interpolated from observed gravity values.
 OT0663
 OT0663;                    North         East    Units  Estimated Accuracy
 OT0663;SPC SD S     -   148,040.      360,960.      MT  (+/- 180 meters Scaled)
 OT0663
 OT0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ374319(NAD 83)
 OT0663
 OT0663                          SUPERSEDED SURVEY CONTROL
 OT0663
 OT0663.No superseded survey control is available for this station.
 OT0663
 OT0663_MARKER: DV = VERTICAL CONTROL DISK
 OT0663_SETTING: 66 = SET IN ROCK OUTCROP
 OT0663_STAMPING: U 430 1985
 OT0663_MARK LOGO: NGS
 OT0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0663+STABILITY: POSITION/ELEVATION WELL
 OT0663
 OT0663  HISTORY     - Date     Condition        Report By
 OT0663  HISTORY     - 1985     MONUMENTED       NGS
 OT0663
 OT0663                          STATION DESCRIPTION
 OT0663
 OT0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0663'26.8 KM (16.65 MI) SOUTH FROM HERMOSA.
 OT0663'26.85 KM (16.65 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0663'STATE HIGHWAY 40 EAST AT HERMOSA, IN TOP OF AND 0.9 METER (3 FT) SOUTH
 OT0663'OF THE NORTH END OF A 3- BY 5-FOOT PORTION OF LIMESTONE OUTCROP FLUSH
 OT0663'WITH THE SURFACE OF THE GROUND, 2.25 KM (1.4 MI) NORTH OF THE CROSSING
 OT0663'OF LAME JOHNNY CREEK, 0.2 KM (0.13 MI) SOUTH OF MILEPOST 44,
 OT0663'25.6 METERS (84 FT) WEST OF THE HIGHWAY CENTERLINE AND 5.5 METERS (18
 OT0663'FT) EAST OF THE RIGHT-OF-WAY FENCE.
 OT0663'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 OT0663'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2143 ***********************************************************************
 PU2143  DESIGNATION -  U 431
 PU2143  PID         -  PU2143
 PU2143  STATE/COUNTY-  SD/PENNINGTON
 PU2143  COUNTRY     -  US
 PU2143  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2143
 PU2143                         *CURRENT SURVEY CONTROL
 PU2143  ______________________________________________________________________
 PU2143* NAD 83(1986) POSITION- 44 02 56.     (N) 103 11 35.     (W)   SCALED
 PU2143* NAVD 88 ORTHO HEIGHT -   977.805 (meters)     3208.02  (feet) ADJUSTED
 PU2143  ______________________________________________________________________
 PU2143  GEOID HEIGHT    -        -16.056 (meters)                     GEOID18
 PU2143  DYNAMIC HEIGHT  -        977.472 (meters)     3206.92  (feet) COMP
 PU2143  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 PU2143
 PU2143  VERT ORDER      -  FIRST     CLASS II
 PU2143
 PU2143.The horizontal coordinates were scaled from a map and have
 PU2143.an estimated accuracy of +/- 6 seconds.
 PU2143
 PU2143.The orthometric height was determined by differential leveling and
 PU2143.adjusted by the NATIONAL GEODETIC SURVEY
 PU2143.in June 1991.
 PU2143
 PU2143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2143.GEOID18 height accuracy estimate available here.
 PU2143
 PU2143.Click photographs - Photos may exist for this station.
 PU2143
 PU2143.The dynamic height is computed by dividing the NAVD 88
 PU2143.geopotential number by the normal gravity value computed on the
 PU2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2143.degrees latitude (g = 980.6199 gals.).
 PU2143
 PU2143.The modeled gravity was interpolated from observed gravity values.
 PU2143
 PU2143;                    North         East    Units  Estimated Accuracy
 PU2143;SPC SD S     -   194,530.      370,880.      MT  (+/- 180 meters Scaled)
 PU2143
 PU2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ447788(NAD 83)
 PU2143
 PU2143                          SUPERSEDED SURVEY CONTROL
 PU2143
 PU2143.No superseded survey control is available for this station.
 PU2143
 PU2143_MARKER: F = FLANGE-ENCASED ROD
 PU2143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PU2143_STAMPING: U 431 1985
 PU2143_MARK LOGO: NGS
 PU2143_PROJECTION: FLUSH
 PU2143_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2143+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2012
 PU2143_ROD/PIPE-DEPTH: 7.3 meters
 PU2143
 PU2143  HISTORY     - Date     Condition        Report By
 PU2143  HISTORY     - 1985     MONUMENTED       NGS
 PU2143  HISTORY     - 19950503 GOOD             NGS
 PU2143  HISTORY     - 20120917 GOOD             INDIV
 PU2143
 PU2143                          STATION DESCRIPTION
 PU2143
 PU2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2143'4.1 KM (2.55 MI) SOUTH FROM RAPID CITY.
 PU2143'4.15 KM (2.6 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE AT
 PU2143'RAPID CITY, AT THE SOUTHEAST CORNER OF A COUNTY HIGHWAY DEPARTMENT
 PU2143'YARD, 0.45 KM (0.3 MI) NORTH OF MILEPOST 75, 70.2 METERS (230.5 FT)
 PU2143'WEST OF THE CENTER OF THE SOUTH BOUND HIGHWAY LANES, 11.9 METERS (39
 PU2143'FT) SOUTH OF THE CENTER OF A GRAVEL DRIVE FOR THE EAST ENTRANCE TO THE
 PU2143'YARD, 0.7 METER (2.5 FT) NORTHEAST OF THE SOUTHEAST FENCE CORNER FOR
 PU2143'THE 8-FOOT CHAIN LINK FENCE, 0.6 METER (2 FT) NORTH OF A 6-FOOT CHAIN
 PU2143'LINK FENCE AND 0.6 METER (2 FT) EAST OF THE HIGHWAY YARD FENCE.
 PU2143'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PU2143'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PU2143'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 PU2143
 PU2143                          STATION RECOVERY (1995)
 PU2143
 PU2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2143'4.2 KM (2.60 MI) SOUTHERLY ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU2143'IN RAPID CITY, 679.0 M (2227.7 FT) NORTH OF MILEPOST 68, 76.4 M (250.7
 PU2143'FT) WEST OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT) SOUTH OF THE
 PU2143'SOUTH ENTRANCE TO THE PENNINGTON COUNTY HIGHWAY MAINTENANCE YARD, 7.0
 PU2143'M (23.0 FT) EAST OF A CHAIN-LINK FENCE CORNER, 0.6 M (2.0 FT) ABOVE
 PU2143'THE LEVEL OF THE HIGHWAYS, 0.5 M (1.6 FT) NORTH OF A CHAIN-LINK FENCE,
 PU2143'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 PU2143'POINT IS THROUGH A 5-INCH LOGO CAP.
 PU2143
 PU2143                          STATION RECOVERY (2012)
 PU2143
 PU2143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0915 ***********************************************************************
 PT0915  DESIGNATION -  U 432
 PT0915  PID         -  PT0915
 PT0915  STATE/COUNTY-  SD/STANLEY
 PT0915  COUNTRY     -  US
 PT0915  USGS QUAD   -  MIDLAND NW (2017)
 PT0915
 PT0915                         *CURRENT SURVEY CONTROL
 PT0915  ______________________________________________________________________
 PT0915* NAD 83(1986) POSITION- 44 14 40.     (N) 101 07 42.     (W)   SCALED
 PT0915* NAVD 88 ORTHO HEIGHT -   633.651 (meters)     2078.90  (feet) ADJUSTED
 PT0915  ______________________________________________________________________
 PT0915  GEOID HEIGHT    -        -22.572 (meters)                     GEOID18
 PT0915  DYNAMIC HEIGHT  -        633.483 (meters)     2078.35  (feet) COMP
 PT0915  MODELED GRAVITY -    980,332.3   (mgal)                       NAVD 88
 PT0915
 PT0915  VERT ORDER      -  FIRST     CLASS II
 PT0915
 PT0915.The horizontal coordinates were scaled from a map and have
 PT0915.an estimated accuracy of +/- 6 seconds.
 PT0915
 PT0915.The orthometric height was determined by differential leveling and
 PT0915.adjusted by the NATIONAL GEODETIC SURVEY
 PT0915.in June 1991.
 PT0915
 PT0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0915.GEOID18 height accuracy estimate available here.
 PT0915
 PT0915.Click photographs - Photos may exist for this station.
 PT0915
 PT0915.The dynamic height is computed by dividing the NAVD 88
 PT0915.geopotential number by the normal gravity value computed on the
 PT0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0915.degrees latitude (g = 980.6199 gals.).
 PT0915
 PT0915.The modeled gravity was interpolated from observed gravity values.
 PT0915
 PT0915;                    North         East    Units  Estimated Accuracy
 PT0915;SPC SD S     -   212,620.      536,500.      MT  (+/- 180 meters Scaled)
 PT0915
 PT0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ300012(NAD 83)
 PT0915
 PT0915                          SUPERSEDED SURVEY CONTROL
 PT0915
 PT0915.No superseded survey control is available for this station.
 PT0915
 PT0915_MARKER: I = METAL ROD
 PT0915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0915_STAMPING: U 432 1985
 PT0915_MARK LOGO: NGS
 PT0915_PROJECTION: FLUSH
 PT0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0915+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0915_ROD/PIPE-DEPTH: 8.5 meters
 PT0915
 PT0915  HISTORY     - Date     Condition        Report By
 PT0915  HISTORY     - 1985     MONUMENTED       NGS
 PT0915  HISTORY     - 20120605 GOOD             INDIV
 PT0915
 PT0915                          STATION DESCRIPTION
 PT0915
 PT0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0915'20.6 KM (12.8 MI) NORTH FROM MIDLAND.
 PT0915'20.64 KM (12.83 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0915'FROM THEIR JUNCTION AT MIDLAND, IN THE SOUTHWEST CORNER OF THE T
 PT0915'JUNCTION OF A FIELD ACCESS ROAD, 0.32 KM (0.20 MI) NORTH OF MILEPOST
 PT0915'181, 30.2 METERS (99 FT) WEST OF THE HIGHWAY CENTERLINE, 8.5 METERS
 PT0915'(28 FT) SOUTH OF THE CENTER OF THE ACCESS ROAD AND 0.3 METER (1 FT)
 PT0915'EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PT0915'THROUGH A 5-INCH LOGO CAP.
 PT0915'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0915'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PT0915
 PT0915                          STATION RECOVERY (2012)
 PT0915
 PT0915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0958 ***********************************************************************
 PT0958  DESIGNATION -  U 433
 PT0958  PID         -  PT0958
 PT0958  STATE/COUNTY-  SD/ZIEBACH
 PT0958  COUNTRY     -  US
 PT0958  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0958
 PT0958                         *CURRENT SURVEY CONTROL
 PT0958  ______________________________________________________________________
 PT0958* NAD 83(1986) POSITION- 44 48 20.     (N) 101 16 49.     (W)   SCALED
 PT0958* NAVD 88 ORTHO HEIGHT -   616.912 (meters)     2023.99  (feet) ADJUSTED
 PT0958  ______________________________________________________________________
 PT0958  GEOID HEIGHT    -        -21.553 (meters)                     GEOID18
 PT0958  DYNAMIC HEIGHT  -        616.794 (meters)     2023.60  (feet) COMP
 PT0958  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 PT0958
 PT0958  VERT ORDER      -  FIRST     CLASS II
 PT0958
 PT0958.The horizontal coordinates were scaled from a map and have
 PT0958.an estimated accuracy of +/- 6 seconds.
 PT0958
 PT0958.The orthometric height was determined by differential leveling and
 PT0958.adjusted by the NATIONAL GEODETIC SURVEY
 PT0958.in June 1991.
 PT0958
 PT0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0958.GEOID18 height accuracy estimate available here.
 PT0958
 PT0958.Click photographs - Photos may exist for this station.
 PT0958
 PT0958.The dynamic height is computed by dividing the NAVD 88
 PT0958.geopotential number by the normal gravity value computed on the
 PT0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0958.degrees latitude (g = 980.6199 gals.).
 PT0958
 PT0958.The modeled gravity was interpolated from observed gravity values.
 PT0958
 PT0958;                    North         East    Units  Estimated Accuracy
 PT0958;SPC SD N     -   108,840.      498,720.      MT  (+/- 180 meters Scaled)
 PT0958
 PT0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ196638(NAD 83)
 PT0958
 PT0958                          SUPERSEDED SURVEY CONTROL
 PT0958
 PT0958.No superseded survey control is available for this station.
 PT0958
 PT0958_MARKER: I = METAL ROD
 PT0958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0958_STAMPING: U 433 1985
 PT0958_MARK LOGO: NGS
 PT0958_PROJECTION: FLUSH
 PT0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0958+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 PT0958_ROD/PIPE-DEPTH: 3.7 meters
 PT0958
 PT0958  HISTORY     - Date     Condition        Report By
 PT0958  HISTORY     - 1985     MONUMENTED       NGS
 PT0958  HISTORY     - 20110413 GOOD             INDIV
 PT0958
 PT0958                          STATION DESCRIPTION
 PT0958
 PT0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0958'26.5 KM (16.45 MI) SOUTH FROM EAGLE BUTTE.
 PT0958'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0958'STREET AT EAGLE BUTTE, THENCE 22.99 KM (14.29 MI) SOUTH ALONG STATE
 PT0958'HIGHWAY 63, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A GRAVEL
 PT0958'SECTION ROAD LEADING WEST, 0.20 KM (0.12 MI) NORTHWEST ACROSS COUNTRY
 PT0958'FROM TRIANGULATION STATION RIGHT, 0.76 KM (0.47 MI) SOUTH OF MILEPOST
 PT0958'154, 161.8 METERS (531 FT) WEST OF THE HIGHWAY CENTERLINE, 10.1 METERS
 PT0958'(33 FT) SOUTH OF THE CENTER OF THE ROAD, 3.5 METERS (11.5 FT) EAST OF
 PT0958'THE EAST END OF A WIRE GATE IN THE EAST-WEST FENCE AND 0.3 METER (1
 PT0958'FT) NORTH OF THE EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PT0958'THROUGH A 5-INCH LOGO CAP.
 PT0958'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0958'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 PT0958
 PT0958                          STATION RECOVERY (2011)
 PT0958
 PT0958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0587 ***********************************************************************
 QS0587  DESIGNATION -  U 434
 QS0587  PID         -  QS0587
 QS0587  STATE/COUNTY-  SD/DEWEY
 QS0587  COUNTRY     -  US
 QS0587  USGS QUAD   -  LANTRY (2017)
 QS0587
 QS0587                         *CURRENT SURVEY CONTROL
 QS0587  ______________________________________________________________________
 QS0587* NAD 83(1986) POSITION- 45 00 55.     (N) 101 24 01.     (W)   SCALED
 QS0587* NAVD 88 ORTHO HEIGHT -   742.724 (meters)     2436.75  (feet) ADJUSTED
 QS0587  ______________________________________________________________________
 QS0587  GEOID HEIGHT    -        -20.944 (meters)                     GEOID18
 QS0587  DYNAMIC HEIGHT  -        742.579 (meters)     2436.28  (feet) COMP
 QS0587  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 QS0587
 QS0587  VERT ORDER      -  FIRST     CLASS II
 QS0587
 QS0587.The horizontal coordinates were scaled from a map and have
 QS0587.an estimated accuracy of +/- 6 seconds.
 QS0587
 QS0587.The orthometric height was determined by differential leveling and
 QS0587.adjusted by the NATIONAL GEODETIC SURVEY
 QS0587.in June 1991.
 QS0587
 QS0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0587.GEOID18 height accuracy estimate available here.
 QS0587
 QS0587.Click photographs - Photos may exist for this station.
 QS0587
 QS0587.The dynamic height is computed by dividing the NAVD 88
 QS0587.geopotential number by the normal gravity value computed on the
 QS0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0587.degrees latitude (g = 980.6199 gals.).
 QS0587
 QS0587.The modeled gravity was interpolated from observed gravity values.
 QS0587
 QS0587;                    North         East    Units  Estimated Accuracy
 QS0587;SPC SD N     -   132,300.      489,630.      MT  (+/- 180 meters Scaled)
 QS0587
 QS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ108874(NAD 83)
 QS0587
 QS0587                          SUPERSEDED SURVEY CONTROL
 QS0587
 QS0587.No superseded survey control is available for this station.
 QS0587
 QS0587_MARKER: I = METAL ROD
 QS0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0587_STAMPING: U 434 1985
 QS0587_MARK LOGO: NGS
 QS0587_PROJECTION: FLUSH
 QS0587_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0587+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0587_ROD/PIPE-DEPTH: 3.7 meters
 QS0587
 QS0587  HISTORY     - Date     Condition        Report By
 QS0587  HISTORY     - 1985     MONUMENTED       NGS
 QS0587  HISTORY     - 19960425 GOOD             NGS
 QS0587  HISTORY     - 20120712 GOOD             INDIV
 QS0587
 QS0587                          STATION DESCRIPTION
 QS0587
 QS0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0587'13.2 KM (8.2 MI) WEST FROM EAGLE BUTTE.
 QS0587'13.23 KM (8.22 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0587'STREET AT EAGLE BUTTE, ALSO 2.13 KM (1.32 MI) EAST ALONG US HIGHWAY
 QS0587'212 FROM THE POST OFFICE AT LANTRY, IN THE SOUTHEAST CORNER OF THE
 QS0587'JUNCTION OF A GRAVEL SECTION LINE ROAD, 21.6 METERS (71 FT) SOUTH OF
 QS0587'THE HIGHWAY CENTERLINE, 22.6 METERS (74 FT) EAST OF THE CENTER OF THE
 QS0587'ROAD, 81.4 METERS (267 FT) WEST-SOUTHWEST OF MILEPOST 147, 14.0 METERS
 QS0587'(46 FT) EAST-SOUTHEAST OF THE SMALLER POWER POLE AT THE SOUTH END OF A
 QS0587'POWER LINE CROSSING AND 1.5 METERS (5 FT) WEST OF THE POWER POLE AT
 QS0587'THE EAST SIDE OF THE POWER LINE CROSSING THE GRAVEL ROAD.
 QS0587'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0587'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0587'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0587
 QS0587                          STATION RECOVERY (1996)
 QS0587
 QS0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0587'13.3 KM (8.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0587'MAIN STREET IN EAGLE BUTTE, 81.4 M (267.1 FT) WEST OF MILEPOST 147,
 QS0587'22.6 M (74.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 21.6 M (70.9
 QS0587'FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) SOUTHEAST OF A
 QS0587'UTILITY POLE, 1.5 M (4.9 FT) WEST OF A UTILITY POLE WITH A GUY CABLE,
 QS0587'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST
 QS0587'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 QS0587'5-INCH LOGO CAP.
 QS0587
 QS0587                          STATION RECOVERY (2012)
 QS0587
 QS0587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0697 ***********************************************************************
 OT0697  DESIGNATION -  U 435
 OT0697  PID         -  OT0697
 OT0697  STATE/COUNTY-  SD/PENNINGTON
 OT0697  COUNTRY     -  US
 OT0697  USGS QUAD   -  CRESTON (2017)
 OT0697
 OT0697                         *CURRENT SURVEY CONTROL
 OT0697  ______________________________________________________________________
 OT0697* NAD 83(1986) POSITION- 43 54 19.     (N) 102 40 53.     (W)   SCALED
 OT0697* NAVD 88 ORTHO HEIGHT -   777.057 (meters)     2549.39  (feet) ADJUSTED
 OT0697  ______________________________________________________________________
 OT0697  GEOID HEIGHT    -        -17.818 (meters)                     GEOID18
 OT0697  DYNAMIC HEIGHT  -        776.821 (meters)     2548.62  (feet) COMP
 OT0697  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 OT0697
 OT0697  VERT ORDER      -  FIRST     CLASS II
 OT0697
 OT0697.The horizontal coordinates were scaled from a map and have
 OT0697.an estimated accuracy of +/- 6 seconds.
 OT0697
 OT0697.The orthometric height was determined by differential leveling and
 OT0697.adjusted by the NATIONAL GEODETIC SURVEY
 OT0697.in June 1991.
 OT0697
 OT0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0697.GEOID18 height accuracy estimate available here.
 OT0697
 OT0697.Click photographs - Photos may exist for this station.
 OT0697
 OT0697.The dynamic height is computed by dividing the NAVD 88
 OT0697.geopotential number by the normal gravity value computed on the
 OT0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0697.degrees latitude (g = 980.6199 gals.).
 OT0697
 OT0697.The modeled gravity was interpolated from observed gravity values.
 OT0697
 OT0697;                    North         East    Units  Estimated Accuracy
 OT0697;SPC SD S     -   177,300.      411,410.      MT  (+/- 180 meters Scaled)
 OT0697
 OT0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ861639(NAD 83)
 OT0697
 OT0697                          SUPERSEDED SURVEY CONTROL
 OT0697
 OT0697.No superseded survey control is available for this station.
 OT0697
 OT0697_MARKER: I = METAL ROD
 OT0697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0697_STAMPING: U 435 1985
 OT0697_MARK LOGO: NGS
 OT0697_PROJECTION: FLUSH
 OT0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0697+STABILITY: POSITION/ELEVATION WELL
 OT0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0697+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 OT0697_ROD/PIPE-DEPTH: 12.5 meters
 OT0697_SLEEVE-DEPTH  : 12.2 meters
 OT0697
 OT0697  HISTORY     - Date     Condition        Report By
 OT0697  HISTORY     - 1985     MONUMENTED       NGS
 OT0697  HISTORY     - 20120307 GOOD             INDIV
 OT0697
 OT0697                          STATION DESCRIPTION
 OT0697
 OT0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0697'18.5 KM (11.5 MI) NW FROM SCENIC.
 OT0697'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0697'IN SCENIC, THENCE 17.8 KM (11.1 MI) NORTHWEST ALONG STATE HIGHWAY 44,
 OT0697'3.15 KM (1.95 MI) WEST OF THE NORTHWEST END OF THE BRIDGE OVER THE
 OT0697'CHEYENNE RIVER, 0.15 KM (0.1 MI) SOUTHEAST OF THE Y JUNCTION OF A DIRT
 OT0697'ROAD LEADING SOUTH, 30.8 METERS (101 FT) NORTHEAST OF THE HIGHWAY
 OT0697'CENTERLINE, 3.6 METERS (12 FT) SOUTH OF THE NORTH POLE OF A POWER LINE
 OT0697'CROSSING, 3.0 METERS (10 FT) NORTHWEST OF THE SOUTHEAST END 5 BRACED
 OT0697'WOODEN RIGHT-OF-WAY FENCE POSTS AND 0.9 METER (3 FT) SOUTHWEST OF THE
 OT0697'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0697'5-INCH LOGO CAP.
 OT0697'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0697'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 OT0697
 OT0697                          STATION RECOVERY (2012)
 OT0697
 OT0697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0641 ***********************************************************************
 OS0641  DESIGNATION -  U 436
 OS0641  PID         -  OS0641
 OS0641  STATE/COUNTY-  SD/JACKSON
 OS0641  COUNTRY     -  US
 OS0641  USGS QUAD   -  STAMFORD SW (2017)
 OS0641
 OS0641                         *CURRENT SURVEY CONTROL
 OS0641  ______________________________________________________________________
 OS0641* NAD 83(1986) POSITION- 43 52 06.     (N) 101 10 05.     (W)   SCALED
 OS0641* NAVD 88 ORTHO HEIGHT -   712.834 (meters)     2338.69  (feet) ADJUSTED
 OS0641  ______________________________________________________________________
 OS0641  GEOID HEIGHT    -        -22.900 (meters)                     GEOID18
 OS0641  DYNAMIC HEIGHT  -        712.599 (meters)     2337.92  (feet) COMP
 OS0641  MODELED GRAVITY -    980,266.8   (mgal)                       NAVD 88
 OS0641
 OS0641  VERT ORDER      -  FIRST     CLASS II
 OS0641
 OS0641.The horizontal coordinates were scaled from a map and have
 OS0641.an estimated accuracy of +/- 6 seconds.
 OS0641
 OS0641.The orthometric height was determined by differential leveling and
 OS0641.adjusted by the NATIONAL GEODETIC SURVEY
 OS0641.in September 1993.
 OS0641
 OS0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0641.GEOID18 height accuracy estimate available here.
 OS0641
 OS0641.Click photographs - Photos may exist for this station.
 OS0641
 OS0641.The dynamic height is computed by dividing the NAVD 88
 OS0641.geopotential number by the normal gravity value computed on the
 OS0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0641.degrees latitude (g = 980.6199 gals.).
 OS0641
 OS0641.The modeled gravity was interpolated from observed gravity values.
 OS0641
 OS0641;                    North         East    Units  Estimated Accuracy
 OS0641;SPC SD S     -   170,860.      532,910.      MT  (+/- 180 meters Scaled)
 OS0641
 OS0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP257595(NAD 83)
 OS0641
 OS0641                          SUPERSEDED SURVEY CONTROL
 OS0641
 OS0641  NAVD 88 (06/15/91)  712.837  (m)         2338.70   (f) SUPERSEDED  1 2
 OS0641
 OS0641.Superseded values are not recommended for survey control.
 OS0641
 OS0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0641.See file dsdata.pdf to determine how the superseded data were derived.
 OS0641
 OS0641_MARKER: I = METAL ROD
 OS0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0641_STAMPING: U 436 1985
 OS0641_MARK LOGO: NGS
 OS0641_PROJECTION: FLUSH
 OS0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0641+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0641_ROD/PIPE-DEPTH: 4.8 meters
 OS0641
 OS0641  HISTORY     - Date     Condition        Report By
 OS0641  HISTORY     - 1985     MONUMENTED       NGS
 OS0641  HISTORY     - 19910702 GOOD             NGS
 OS0641  HISTORY     - 20130116 GOOD             INDIV
 OS0641
 OS0641                          STATION DESCRIPTION
 OS0641
 OS0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0641'10.2 KM (6.35 MI) EAST FROM BELVIDERE.
 OS0641'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OS0641'1.15 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0641'BELVIDERE, THENCE 9.1 KM (5.7 MI) EAST ALONG I-90, 0.5 KM (0.3 MI)
 OS0641'SOUTHWEST OF MILEPOST 169, 28.5 METERS (93.5 FT) SOUTHEAST OF THE EAST
 OS0641'BOUND HIGHWAY CENTERLINE, 16.1 METERS (53 FT) NORTHWEST OF THE CENTER
 OS0641'OF THE FRONTAGE ROAD, 2.6 METERS (8.5 FT) NORTHEAST OF THE SOUTHWEST
 OS0641'END OF A TRIPLE WOODEN RIGHT-OF-WAY FENCE BRACE AND 0.5 METER (1.5 FT)
 OS0641'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OS0641'HAD THROUGH A 5-INCH LOGO CAP.
 OS0641'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OS0641
 OS0641                          STATION RECOVERY (1991)
 OS0641
 OS0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0641'29.9 KM (18.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0641'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 1.1 KM (0.70
 OS0641'MI) EAST OF MILEPOST 168, 40.6 M (133.2 FT) SOUTHWEST OF THE SOUTH
 OS0641'END OF A CULVERT UNDER THE HIGHWAY, 28.3 M (92.8 FT) SOUTHEAST OF THE
 OS0641'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 18.5 M (60.7 FT)
 OS0641'NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 0.4 M (1.3 FT)
 OS0641'NORTHWEST OF THE CENTER 1 OF 3 BRACED FENCE POSTS, AND 0.3 M (1.0 FT)
 OS0641'SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OS0641'THROUGH A 5-INCH LOGO CAP.
 OS0641
 OS0641                          STATION RECOVERY (2013)
 OS0641
 OS0641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0614 ***********************************************************************
 QS0614  DESIGNATION -  U 438
 QS0614  PID         -  QS0614
 QS0614  STATE/COUNTY-  SD/ZIEBACH
 QS0614  COUNTRY     -  US
 QS0614  USGS QUAD   -  ISABEL SW (2017)
 QS0614
 QS0614                         *CURRENT SURVEY CONTROL
 QS0614  ______________________________________________________________________
 QS0614* NAD 83(1986) POSITION- 45 20 22.     (N) 101 29 15.     (W)   SCALED
 QS0614* NAVD 88 ORTHO HEIGHT -   697.697 (meters)     2289.03  (feet) ADJUSTED
 QS0614  ______________________________________________________________________
 QS0614  GEOID HEIGHT    -        -20.523 (meters)                     GEOID18
 QS0614  DYNAMIC HEIGHT  -        697.585 (meters)     2288.66  (feet) COMP
 QS0614  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 QS0614
 QS0614  VERT ORDER      -  FIRST     CLASS II
 QS0614
 QS0614.The horizontal coordinates were scaled from a map and have
 QS0614.an estimated accuracy of +/- 6 seconds.
 QS0614
 QS0614.The orthometric height was determined by differential leveling and
 QS0614.adjusted by the NATIONAL GEODETIC SURVEY
 QS0614.in June 1991.
 QS0614
 QS0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0614.GEOID18 height accuracy estimate available here.
 QS0614
 QS0614.Click photographs - Photos may exist for this station.
 QS0614
 QS0614.The dynamic height is computed by dividing the NAVD 88
 QS0614.geopotential number by the normal gravity value computed on the
 QS0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0614.degrees latitude (g = 980.6199 gals.).
 QS0614
 QS0614.The modeled gravity was interpolated from observed gravity values.
 QS0614
 QS0614;                    North         East    Units  Estimated Accuracy
 QS0614;SPC SD N     -   168,440.      483,420.      MT  (+/- 180 meters Scaled)
 QS0614
 QS0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR051236(NAD 83)
 QS0614
 QS0614                          SUPERSEDED SURVEY CONTROL
 QS0614
 QS0614.No superseded survey control is available for this station.
 QS0614
 QS0614_MARKER: I = METAL ROD
 QS0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0614_STAMPING: U 438 1985
 QS0614_MARK LOGO: NGS
 QS0614_PROJECTION: FLUSH
 QS0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0614+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 QS0614_ROD/PIPE-DEPTH: 6.1 meters
 QS0614
 QS0614  HISTORY     - Date     Condition        Report By
 QS0614  HISTORY     - 1985     MONUMENTED       NGS
 QS0614  HISTORY     - 20120731 GOOD             INDIV
 QS0614
 QS0614                          STATION DESCRIPTION
 QS0614
 QS0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0614'10.4 KM (6.45 MI) SOUTH FROM ISABEL.
 QS0614'10.37 KM (6.44 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE
 QS0614'AT ISABEL, IN THE NORTHWEST CORNER OF THE JUNCTION OF A TRACK ROAD,
 QS0614'0.23 KM (0.14 MI) SOUTH OF THE BRIDGE OVER RED EARTH CREEK, 0.58 KM
 QS0614'(0.36 MI) SOUTH OF MILEPOST 187, 61.0 METERS 200 FT) WEST OF THE
 QS0614'HIGHWAY CENTERLINE, 9.8 METERS (32 FT) NORTH OF THE CENTER OF THE
 QS0614'TRACK ROAD, 56.4 METERS (185 FT) WEST-SOUTHWEST OF THE WEST END OF A
 QS0614'18-INCH CONCRETE PIPE CULVERT, 0.9 METER (2.8 FT) EAST OF THE EAST END
 QS0614'OF A WIRE GATE IN THE EAST-WEST FENCE AND 0.3 METER (1 FT) SOUTH OF
 QS0614'THE EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0614'5-INCH LOGO CAP.
 QS0614'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0614'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 QS0614
 QS0614                          STATION RECOVERY (2012)
 QS0614
 QS0614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0068 ***********************************************************************
 PS0068  DESIGNATION -  U 44
 PS0068  PID         -  PS0068
 PS0068  STATE/COUNTY-  SD/SANBORN
 PS0068  COUNTRY     -  US
 PS0068  USGS QUAD   -  WOONSOCKET (2017)
 PS0068
 PS0068                         *CURRENT SURVEY CONTROL
 PS0068  ______________________________________________________________________
 PS0068* NAD 83(1986) POSITION- 44 05 50.     (N) 098 18 08.     (W)   SCALED
 PS0068* NAVD 88 ORTHO HEIGHT -   399.328 (meters)     1310.13  (feet) ADJUSTED
 PS0068  ______________________________________________________________________
 PS0068  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 PS0068  DYNAMIC HEIGHT  -        399.250 (meters)     1309.87  (feet) COMP
 PS0068  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 PS0068
 PS0068  VERT ORDER      -  FIRST     CLASS II
 PS0068
 PS0068.The horizontal coordinates were scaled from a map and have
 PS0068.an estimated accuracy of +/- 6 seconds.
 PS0068
 PS0068.The orthometric height was determined by differential leveling and
 PS0068.adjusted by the NATIONAL GEODETIC SURVEY
 PS0068.in June 1991.
 PS0068
 PS0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0068.GEOID18 height accuracy estimate available here.
 PS0068
 PS0068.Click photographs - Photos may exist for this station.
 PS0068
 PS0068.The dynamic height is computed by dividing the NAVD 88
 PS0068.geopotential number by the normal gravity value computed on the
 PS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0068.degrees latitude (g = 980.6199 gals.).
 PS0068
 PS0068.The modeled gravity was interpolated from observed gravity values.
 PS0068
 PS0068;                    North         East    Units  Estimated Accuracy
 PS0068;SPC SD S     -   197,950.      762,620.      MT  (+/- 180 meters Scaled)
 PS0068
 PS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP558829(NAD 83)
 PS0068
 PS0068                          SUPERSEDED SURVEY CONTROL
 PS0068
 PS0068  NGVD 29 (??/??/92)  399.032  (m)         1309.16   (f) ADJ UNCH    1 2
 PS0068
 PS0068.Superseded values are not recommended for survey control.
 PS0068
 PS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0068.See file dsdata.pdf to determine how the superseded data were derived.
 PS0068
 PS0068_MARKER: DB = BENCH MARK DISK
 PS0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0068_STAMPING: U 44 1934
 PS0068_MARK LOGO: CGS
 PS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0068+STABILITY: SURFACE MOTION
 PS0068
 PS0068  HISTORY     - Date     Condition        Report By
 PS0068  HISTORY     - 1934     MONUMENTED       CGS
 PS0068  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0068  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0068
 PS0068                          STATION DESCRIPTION
 PS0068
 PS0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0068'3.5 MI NW FROM WOONSOCKET.
 PS0068'ABOUT 3-1/2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE,
 PS0068'ST. PAUL AND PACIFIC RAILROAD FROM THE MUNICIPAL BUILDING AT
 PS0068'WOONSOCKET, SANBORN COUNTY, ABOUT 11 POLES NORTHWEST OF
 PS0068'MILEPOST 31, AT A ROAD CROSSING, 24 FEET NORTHWEST OF THE
 PS0068'CENTER LINE OF THE ROAD, 42 FEET NORTHEAST OF THE CENTER LINE
 PS0068'OF THE TRACK, AND 2 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 PS0068'U 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0068
 PS0068                          STATION RECOVERY (1973)
 PS0068
 PS0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0068'MARK NOT FOUND.
 PS0068
 PS0068                          STATION RECOVERY (2012)
 PS0068
 PS0068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0967 ***********************************************************************
 OQ0967  DESIGNATION -  U 447
 OQ0967  PID         -  OQ0967
 OQ0967  STATE/COUNTY-  SD/LINCOLN
 OQ0967  COUNTRY     -  US
 OQ0967  USGS QUAD   -  BERESFORD NE (2017)
 OQ0967
 OQ0967                         *CURRENT SURVEY CONTROL
 OQ0967  ______________________________________________________________________
 OQ0967* NAD 83(1986) POSITION- 43 14 36.     (N) 096 47 44.     (W)   SCALED
 OQ0967* NAVD 88 ORTHO HEIGHT -   400.039 (meters)     1312.46  (feet) ADJUSTED
 OQ0967  ______________________________________________________________________
 OQ0967  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 OQ0967  DYNAMIC HEIGHT  -        399.925 (meters)     1312.09  (feet) COMP
 OQ0967  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 OQ0967
 OQ0967  VERT ORDER      -  FIRST     CLASS II
 OQ0967
 OQ0967.The horizontal coordinates were scaled from a map and have
 OQ0967.an estimated accuracy of +/- 6 seconds.
 OQ0967
 OQ0967.The orthometric height was determined by differential leveling and
 OQ0967.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0967.in June 1991.
 OQ0967
 OQ0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0967.GEOID18 height accuracy estimate available here.
 OQ0967
 OQ0967.Click photographs - Photos may exist for this station.
 OQ0967
 OQ0967.The dynamic height is computed by dividing the NAVD 88
 OQ0967.geopotential number by the normal gravity value computed on the
 OQ0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0967.degrees latitude (g = 980.6199 gals.).
 OQ0967
 OQ0967.The modeled gravity was interpolated from observed gravity values.
 OQ0967
 OQ0967;                    North         East    Units  Estimated Accuracy
 OQ0967;SPC SD S     -   107,210.      887,230.      MT  (+/- 180 meters Scaled)
 OQ0967
 OQ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN789901(NAD 83)
 OQ0967
 OQ0967                          SUPERSEDED SURVEY CONTROL
 OQ0967
 OQ0967.No superseded survey control is available for this station.
 OQ0967
 OQ0967_MARKER: I = METAL ROD
 OQ0967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0967_STAMPING: U 447 1990
 OQ0967_MARK LOGO: NGS
 OQ0967_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0967_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0967+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 OQ0967_ROD/PIPE-DEPTH: 7.9 meters
 OQ0967_SLEEVE-DEPTH  : 0.9 meters
 OQ0967
 OQ0967  HISTORY     - Date     Condition        Report By
 OQ0967  HISTORY     - 1990     MONUMENTED       NGS
 OQ0967  HISTORY     - 20120129 GOOD             INDIV
 OQ0967
 OQ0967                          STATION DESCRIPTION
 OQ0967
 OQ0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0967'17.8 KM (11.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0967'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.55 KM (0.34 MI) NORTH
 OQ0967'OF MILEPOST 58, 33.2 M (108.9 FT) EAST OF AND LEVEL WITH THE
 OQ0967'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 33.2 M (108.9 FT)
 OQ0967'NORTHEAST OF THE EAST END OF A 36-INCH CULVERT, 5.6 M (18.4 FT) NORTH
 OQ0967'OF A T-FENCE CORNER, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 OQ0967'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0967'THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0967
 OQ0967                          STATION RECOVERY (2012)
 OQ0967
 OQ0967'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1036 ***********************************************************************
 OQ1036  DESIGNATION -  U 448
 OQ1036  PID         -  OQ1036
 OQ1036  STATE/COUNTY-  SD/MINNEHAHA
 OQ1036  COUNTRY     -  US
 OQ1036  USGS QUAD   -  COLTON SE (2017)
 OQ1036
 OQ1036                         *CURRENT SURVEY CONTROL
 OQ1036  ______________________________________________________________________
 OQ1036* NAD 83(1986) POSITION- 43 48 16.     (N) 096 46 50.     (W)   SCALED
 OQ1036* NAVD 88 ORTHO HEIGHT -   485.928 (meters)     1594.25  (feet) ADJUSTED
 OQ1036  ______________________________________________________________________
 OQ1036  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 OQ1036  DYNAMIC HEIGHT  -        485.814 (meters)     1593.87  (feet) COMP
 OQ1036  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 OQ1036
 OQ1036  VERT ORDER      -  FIRST     CLASS II
 OQ1036
 OQ1036.The horizontal coordinates were scaled from a map and have
 OQ1036.an estimated accuracy of +/- 6 seconds.
 OQ1036
 OQ1036.The orthometric height was determined by differential leveling and
 OQ1036.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1036.in September 1993.
 OQ1036
 OQ1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1036.GEOID18 height accuracy estimate available here.
 OQ1036
 OQ1036.Click photographs - Photos may exist for this station.
 OQ1036
 OQ1036.The dynamic height is computed by dividing the NAVD 88
 OQ1036.geopotential number by the normal gravity value computed on the
 OQ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1036.degrees latitude (g = 980.6199 gals.).
 OQ1036
 OQ1036.The modeled gravity was interpolated from observed gravity values.
 OQ1036
 OQ1036;                    North         East    Units  Estimated Accuracy
 OQ1036;SPC SD S     -   169,540.      885,780.      MT  (+/- 180 meters Scaled)
 OQ1036
 OQ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP785525(NAD 83)
 OQ1036
 OQ1036                          SUPERSEDED SURVEY CONTROL
 OQ1036
 OQ1036.No superseded survey control is available for this station.
 OQ1036
 OQ1036_MARKER: I = METAL ROD
 OQ1036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1036_STAMPING: U 448 1990
 OQ1036_MARK LOGO: NGS
 OQ1036_PROJECTION: PROJECTING 16 CENTIMETERS
 OQ1036_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1036+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1036_ROD/PIPE-DEPTH: 7.9 meters
 OQ1036_SLEEVE-DEPTH  : 0.9 meters
 OQ1036
 OQ1036  HISTORY     - Date     Condition        Report By
 OQ1036  HISTORY     - 1990     MONUMENTED       NGS
 OQ1036  HISTORY     - 19910619 GOOD             NGS
 OQ1036  HISTORY     - 20110304 POOR             INDIV
 OQ1036
 OQ1036                          STATION DESCRIPTION
 OQ1036
 OQ1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1036'19.9 KM (12.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1036'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.7 KM (0.4 MI)
 OQ1036'NORTH OF MILEPOST 97, 31.7 EAST OF THE CENTERLINE OF THE NORTHBOUND
 OQ1036'LANES OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTH OF THE EXTENDED CENTER
 OQ1036'OF AN ABANDONED SECTION LINE ROAD, 4.0 M (13.1 FT) BELOW THE LEVEL OF
 OQ1036'THE HIGHWAY, 3.3 M (10.8 FT) SOUTH OF A T-FENCE CORNER, AND 0.7 M
 OQ1036'(2.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1036'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1036'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1036
 OQ1036                          STATION RECOVERY (1991)
 OQ1036
 OQ1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1036'19.9 KM (12.4 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1036'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 0.7 KM (0.4 MI)
 OQ1036'NORTH OF MILEPOST 97, 31.7 EAST OF THE CENTERLINE OF THE NORTHBOUND
 OQ1036'LANES OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTH OF THE EXTENDED CENTER
 OQ1036'OF AN ABANDONED SECTION LINE ROAD, 4.0 M (13.1 FT) BELOW THE LEVEL OF
 OQ1036'THE HIGHWAY, 3.3 M (10.8 FT) SOUTH OF A T-FENCE CORNER, AND 0.7 M
 OQ1036'(2.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1036'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1036'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1036
 OQ1036                          STATION RECOVERY (2011)
 OQ1036
 OQ1036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1036'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0217 ***********************************************************************
 PS0217  DESIGNATION -  U 45
 PS0217  PID         -  PS0217
 PS0217  STATE/COUNTY-  SD/BEADLE
 PS0217  COUNTRY     -  US
 PS0217  USGS QUAD   -  TULARE (2017)
 PS0217
 PS0217                         *CURRENT SURVEY CONTROL
 PS0217  ______________________________________________________________________
 PS0217* NAD 83(1986) POSITION- 44 37 31.     (N) 098 30 13.     (W)   SCALED
 PS0217* NAVD 88 ORTHO HEIGHT -   404.384 (meters)     1326.72  (feet) ADJUSTED
 PS0217  ______________________________________________________________________
 PS0217  GEOID HEIGHT    -        -24.659 (meters)                     GEOID18
 PS0217  DYNAMIC HEIGHT  -        404.324 (meters)     1326.52  (feet) COMP
 PS0217  MODELED GRAVITY -    980,458.6   (mgal)                       NAVD 88
 PS0217
 PS0217  VERT ORDER      -  FIRST     CLASS II
 PS0217
 PS0217.The horizontal coordinates were scaled from a map and have
 PS0217.an estimated accuracy of +/- 6 seconds.
 PS0217
 PS0217.The orthometric height was determined by differential leveling and
 PS0217.adjusted by the NATIONAL GEODETIC SURVEY
 PS0217.in June 1991.
 PS0217
 PS0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0217.GEOID18 height accuracy estimate available here.
 PS0217
 PS0217.Click photographs - Photos may exist for this station.
 PS0217
 PS0217.The dynamic height is computed by dividing the NAVD 88
 PS0217.geopotential number by the normal gravity value computed on the
 PS0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0217.degrees latitude (g = 980.6199 gals.).
 PS0217
 PS0217.The modeled gravity was interpolated from observed gravity values.
 PS0217
 PS0217;                    North         East    Units  Estimated Accuracy
 PS0217;SPC SD N     -    89,100.      718,740.      MT  (+/- 180 meters Scaled)
 PS0217
 PS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ393414(NAD 83)
 PS0217
 PS0217                          SUPERSEDED SURVEY CONTROL
 PS0217
 PS0217  NGVD 29 (??/??/92)  404.083  (m)         1325.73   (f) ADJ UNCH    1 2
 PS0217
 PS0217.Superseded values are not recommended for survey control.
 PS0217
 PS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0217.See file dsdata.pdf to determine how the superseded data were derived.
 PS0217
 PS0217_MARKER: DB = BENCH MARK DISK
 PS0217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0217_SP_SET: CULVERT HEADWALL
 PS0217_STAMPING: U 45 1934
 PS0217_MARK LOGO: CGS
 PS0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0217+STABILITY: SURFACE MOTION
 PS0217
 PS0217  HISTORY     - Date     Condition        Report By
 PS0217  HISTORY     - 1934     MONUMENTED       CGS
 PS0217  HISTORY     - 1967     MARK NOT FOUND   USGS
 PS0217
 PS0217                          STATION DESCRIPTION
 PS0217
 PS0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0217'3 MI N FROM BONILLA.
 PS0217'3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0217'RAILROAD FROM THE STATION AT BONILLA, BEADLE COUNTY, ABOUT 3
 PS0217'POLES SOUTH OF MILEPOST 70, 70 FEET EAST OF THE CENTER LINE OF
 PS0217'THE TRACK, AT A HIGHWAY BOX CULVERT, AND IN THE CENTER OF THE
 PS0217'TOP OF THE WEST CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED
 PS0217'U 45 1934.  NOTE-- BM ON CULVERT WAS PROBABLY REMOVED DURING
 PS0217'ROAD RENOVATIONS IN 1938.  THE REPLACED CULVERT IS DATED 1938,
 PS0217'FOUR YEARS AFTER THE LEVELS WERE RUN.
 PS0217
 PS0217                          STATION RECOVERY (1967)
 PS0217
 PS0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PS0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1968 ***********************************************************************
 NM1968  CBN         -  This is a Cooperative Base Network Control Station.
 NM1968  DESIGNATION -  U 450
 NM1968  PID         -  NM1968
 NM1968  STATE/COUNTY-  SD/UNION
 NM1968  COUNTRY     -  US
 NM1968  USGS QUAD   -  VERMILLION SE (2017)
 NM1968
 NM1968                         *CURRENT SURVEY CONTROL
 NM1968  ______________________________________________________________________
 NM1968* NAD 83(2011) POSITION- 42 47 13.76267(N) 096 47 24.75069(W)   ADJUSTED
 NM1968* NAD 83(2011) ELLIP HT-   340.599 (meters)        (06/27/12)   ADJUSTED
 NM1968* NAD 83(2011) EPOCH   -  2010.00
 NM1968* NAVD 88 ORTHO HEIGHT -   366.130 (meters)     1201.21  (feet) ADJUSTED
 NM1968  ______________________________________________________________________
 NM1968  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 NM1968  NAD 83(2011) X  -   -554,317.390 (meters)                     COMP
 NM1968  NAD 83(2011) Y  - -4,655,411.939 (meters)                     COMP
 NM1968  NAD 83(2011) Z  -  4,310,410.387 (meters)                     COMP
 NM1968  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 NM1968  DYNAMIC HEIGHT  -        366.028 (meters)     1200.88  (feet) COMP
 NM1968  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 NM1968
 NM1968  VERT ORDER      -  FIRST     CLASS II
 NM1968
 NM1968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1968  Standards:
 NM1968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1968  -------------------------------------------------------------------
 NM1968  NETWORK    0.56   1.20           0.25   0.20   0.61     -0.08477917
 NM1968  -------------------------------------------------------------------
 NM1968  Click here for local accuracies and other accuracy information.
 NM1968
 NM1968.The horizontal coordinates were established by GPS observations
 NM1968.and adjusted by the National Geodetic Survey in June 2012.
 NM1968
 NM1968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1968.been affixed to the stable North American tectonic plate. See 
 NM1968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1968
 NM1968.The horizontal coordinates are valid at the epoch date displayed above
 NM1968.which is a decimal equivalence of Year/Month/Day.
 NM1968
 NM1968.The orthometric height was determined by differential leveling and
 NM1968.adjusted by the NATIONAL GEODETIC SURVEY
 NM1968.in June 1994.
 NM1968
 NM1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1968.GEOID18 height accuracy estimate available here.
 NM1968
 NM1968.Click photographs - Photos may exist for this station.
 NM1968
 NM1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1968
 NM1968.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1968
 NM1968.The ellipsoidal height was determined by GPS observations
 NM1968.and is referenced to NAD 83.
 NM1968
 NM1968.The dynamic height is computed by dividing the NAVD 88
 NM1968.geopotential number by the normal gravity value computed on the
 NM1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1968.degrees latitude (g = 980.6199 gals.).
 NM1968
 NM1968.The modeled gravity was interpolated from observed gravity values.
 NM1968
 NM1968. The following values were computed from the NAD 83(2011) position.
 NM1968
 NM1968;                    North         East     Units Scale Factor Converg.
 NM1968;SPC SD S     -    56,599.291   889,820.382   MT  1.00001125   +2 26 39.2
 NM1968;SPC SD S     -   185,692.84  2,919,352.37   sFT  1.00001125   +2 26 39.2
 NM1968;UTM  14      - 4,739,547.479   680,740.450   MT  1.00000191   +1 30 05.3
 NM1968
 NM1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1968!SPC SD S     -   0.99994659  x   1.00001125  =   0.99995784
 NM1968!UTM  14      -   0.99994659  x   1.00000191  =   0.99994850
 NM1968
 NM1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8074039547(NAD 83)
 NM1968
 NM1968                          SUPERSEDED SURVEY CONTROL
 NM1968
 NM1968  NAD 83(2007)-  42 47 13.76265(N)    096 47 24.75156(W) AD(2002.00) 0
 NM1968  ELLIP H (02/10/07)  340.626  (m)                       GP(2002.00)    
 NM1968  NAD 83(1995)-  42 47 13.76257(N)    096 47 24.75126(W) AD(       ) A
 NM1968  ELLIP H (06/23/03)  340.635  (m)                       GP(       ) 3 1
 NM1968  NAVD 88             366.13   (m)         1201.2    (f) LEVELING    3  
 NM1968  NAVD 88 (06/15/91)  366.132  (m)         1201.22   (f) SUPERSEDED  1 2
 NM1968
 NM1968.Superseded values are not recommended for survey control.
 NM1968
 NM1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1968.See file dsdata.pdf to determine how the superseded data were derived.
 NM1968
 NM1968_MARKER: DB = BENCH MARK DISK
 NM1968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1968_STAMPING: U 450 1990
 NM1968_MARK LOGO: NGS
 NM1968_PROJECTION: FLUSH
 NM1968_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1968+STABILITY: POSITION/ELEVATION WELL
 NM1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1968+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NM1968_ROD/PIPE-DEPTH: 21.3 meters
 NM1968_SLEEVE-DEPTH  : 12.2 meters
 NM1968
 NM1968  HISTORY     - Date     Condition        Report By
 NM1968  HISTORY     - 1990     MONUMENTED       NGS
 NM1968  HISTORY     - 19930908 GOOD             NGS
 NM1968  HISTORY     - 20020611 GOOD             SDDT
 NM1968  HISTORY     - 20030205 GOOD             SDDT
 NM1968  HISTORY     - 20120420 MARK NOT FOUND   INDIV
 NM1968
 NM1968                          STATION DESCRIPTION
 NM1968
 NM1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1968'0.1 KM (0.1 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1968'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 1.2 KM (0.7 MI)
 NM1968'NORTH OF MILEPOST 26, 92.5 M (303.5 FT) EAST OF THE CENTERLINE OF THE
 NM1968'NORTHBOUND LANES OF THE HIGHWAY, 29.7 M (97.4 FT) NORTHEAST OF THE
 NM1968'CENTER OF AN ON RAMP, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE ON RAMP,
 NM1968'0.7 M (2.3 FT) SOUTH OF THE MOST SOUTHEASTERLY 1 OF 2 FENCE BRACE
 NM1968'POSTS, AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 NM1968'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1968
 NM1968                          STATION RECOVERY (1993)
 NM1968
 NM1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1968'0.1 KM (0.05 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 NM1968'JUNCTION OF STATE HIGHWAY 50 IN JUNCTION CITY, 1.2 KM (0.75 MI) NORTH
 NM1968'OF MILEPOST 26, 92.5 M (303.5 FT) EAST OF THE CENTERLINE OF THE
 NM1968'NORTHBOUND LANES OF THE HIGHWAY, 29.7 M (97.4 FT) NORTHEAST OF THE
 NM1968'CENTER OF A NORTHBOUND ON RAMP, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE
 NM1968'RAMP, 0.7 M (2.3 FT) SOUTH OF THE MOST SOUTHEASTERLY OF 2 BRACED
 NM1968'FENCE POSTS, AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST AND
 NM1968'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1968
 NM1968                          STATION RECOVERY (2002)
 NM1968
 NM1968'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 NM1968'RECOVERED AS DESCRIBED
 NM1968'
 NM1968
 NM1968                          STATION RECOVERY (2003)
 NM1968
 NM1968'RECOVERY NOTE BY SD DEPT OF TRANSP 2003 (RAH)
 NM1968'RECOVERED AS DESCRIBED.
 NM1968'
 NM1968
 NM1968                          STATION RECOVERY (2012)
 NM1968
 NM1968'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1968'MONUMENT WAS REMOVED DURING I-29 CONSTRUCTION PROJECT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1045 ***********************************************************************
 PR1045  DESIGNATION -  U 451
 PR1045  PID         -  PR1045
 PR1045  STATE/COUNTY-  SD/BROOKINGS
 PR1045  COUNTRY     -  US
 PR1045  USGS QUAD   -  BROOKINGS (2017)
 PR1045
 PR1045                         *CURRENT SURVEY CONTROL
 PR1045  ______________________________________________________________________
 PR1045* NAD 83(1986) POSITION- 44 19 07.     (N) 096 45 29.     (W)   SCALED
 PR1045* NAVD 88 ORTHO HEIGHT -   506.245 (meters)     1660.91  (feet) ADJUSTED
 PR1045  ______________________________________________________________________
 PR1045  GEOID HEIGHT    -        -25.416 (meters)                     GEOID18
 PR1045  DYNAMIC HEIGHT  -        506.152 (meters)     1660.60  (feet) COMP
 PR1045  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 PR1045
 PR1045  VERT ORDER      -  FIRST     CLASS II
 PR1045
 PR1045.The horizontal coordinates were scaled from a map and have
 PR1045.an estimated accuracy of +/- 6 seconds.
 PR1045
 PR1045.The orthometric height was determined by differential leveling and
 PR1045.adjusted by the NATIONAL GEODETIC SURVEY
 PR1045.in October 1997.
 PR1045
 PR1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1045.GEOID18 height accuracy estimate available here.
 PR1045
 PR1045.Click photographs - Photos may exist for this station.
 PR1045
 PR1045.The dynamic height is computed by dividing the NAVD 88
 PR1045.geopotential number by the normal gravity value computed on the
 PR1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1045.degrees latitude (g = 980.6199 gals.).
 PR1045
 PR1045.The modeled gravity was interpolated from observed gravity values.
 PR1045
 PR1045;                    North         East    Units  Estimated Accuracy
 PR1045;SPC SD N     -    59,100.      858,570.      MT  (+/- 180 meters Scaled)
 PR1045
 PR1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ787097(NAD 83)
 PR1045
 PR1045                          SUPERSEDED SURVEY CONTROL
 PR1045
 PR1045  NAVD 88 (06/15/91)  506.272  (m)         1660.99   (f) SUPERSEDED  1 2
 PR1045
 PR1045.Superseded values are not recommended for survey control.
 PR1045
 PR1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1045.See file dsdata.pdf to determine how the superseded data were derived.
 PR1045
 PR1045_MARKER: I = METAL ROD
 PR1045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1045_STAMPING: U 451 1990
 PR1045_MARK LOGO: NGS
 PR1045_PROJECTION: PROJECTING 6 CENTIMETERS
 PR1045_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PR1045+STABILITY: POSITION/ELEVATION WELL
 PR1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1045+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2013
 PR1045_ROD/PIPE-DEPTH: 13.5 meters
 PR1045_SLEEVE-DEPTH  : 12.2 meters
 PR1045
 PR1045  HISTORY     - Date     Condition        Report By
 PR1045  HISTORY     - 1990     MONUMENTED       NGS
 PR1045  HISTORY     - 19940916 GOOD             NGS
 PR1045  HISTORY     - 20130806 GOOD             GEOCAC
 PR1045
 PR1045                          STATION DESCRIPTION
 PR1045
 PR1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1045'0.8 KM (0.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 PR1045'JUNCTION WITH U.S. HIGHWAY 14 IN BROOKINGS, 0.6 KM (0.4 MI) NORTH OF
 PR1045'MILEPOST 133, 40.9 M (134.2 FT) EAST OF THE CENTERLINE OF THE
 PR1045'NORTHBOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT) NORTH OF A T-FENCE
 PR1045'CORNER, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M
 PR1045'(1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 PR1045'POINT IS THROUGH A 5-INCH LOGO CAP.
 PR1045
 PR1045                          STATION RECOVERY (1994)
 PR1045
 PR1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1045'0.8 KM (0.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 PR1045'JUNCTION OF U.S. HIGHWAY 14 IN BROOKINGS, 0.6 KM (0.35 MI) NORTH OF
 PR1045'MILEPOST 133, 40.9 M (134.2 FT) EAST OF THE CENTERLINE OF THE
 PR1045'NORTHBOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT) NORTH OF A T-FENCE
 PR1045'CORNER, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 PR1045'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 PR1045'IS THROUGH A 5-INCH LOGO CAP.
 PR1045
 PR1045                          STATION RECOVERY (2013)
 PR1045
 PR1045'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 PR1045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1124 ***********************************************************************
 OQ1124  DESIGNATION -  U 452
 OQ1124  PID         -  OQ1124
 OQ1124  STATE/COUNTY-  SD/MINNEHAHA
 OQ1124  COUNTRY     -  US
 OQ1124  USGS QUAD   -  GRASS LAKE (2017)
 OQ1124
 OQ1124                         *CURRENT SURVEY CONTROL
 OQ1124  ______________________________________________________________________
 OQ1124* NAD 83(1986) POSITION- 43 37 07.     (N) 097 02 52.     (W)   SCALED
 OQ1124* NAVD 88 ORTHO HEIGHT -   506.158 (meters)     1660.62  (feet) ADJUSTED
 OQ1124  ______________________________________________________________________
 OQ1124  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 OQ1124  DYNAMIC HEIGHT  -        506.020 (meters)     1660.17  (feet) COMP
 OQ1124  MODELED GRAVITY -    980,331.2   (mgal)                       NAVD 88
 OQ1124
 OQ1124  VERT ORDER      -  FIRST     CLASS II
 OQ1124
 OQ1124.The horizontal coordinates were scaled from a map and have
 OQ1124.an estimated accuracy of +/- 6 seconds.
 OQ1124
 OQ1124.The orthometric height was determined by differential leveling and
 OQ1124.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1124.in September 1993.
 OQ1124
 OQ1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1124.GEOID18 height accuracy estimate available here.
 OQ1124
 OQ1124.Click photographs - Photos may exist for this station.
 OQ1124
 OQ1124.The dynamic height is computed by dividing the NAVD 88
 OQ1124.geopotential number by the normal gravity value computed on the
 OQ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1124.degrees latitude (g = 980.6199 gals.).
 OQ1124
 OQ1124.The modeled gravity was interpolated from observed gravity values.
 OQ1124
 OQ1124;                    North         East    Units  Estimated Accuracy
 OQ1124;SPC SD S     -   148,030.      865,110.      MT  (+/- 180 meters Scaled)
 OQ1124
 OQ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP575313(NAD 83)
 OQ1124
 OQ1124                          SUPERSEDED SURVEY CONTROL
 OQ1124
 OQ1124.No superseded survey control is available for this station.
 OQ1124
 OQ1124_MARKER: I = METAL ROD
 OQ1124_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1124_STAMPING: U 452 1991
 OQ1124_MARK LOGO: NGS
 OQ1124_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ1124_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1124+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 OQ1124_ROD/PIPE-DEPTH: 6.0 meters
 OQ1124_SLEEVE-DEPTH  : 0.9 meters
 OQ1124
 OQ1124  HISTORY     - Date     Condition        Report By
 OQ1124  HISTORY     - 1991     MONUMENTED       NGS
 OQ1124  HISTORY     - 20110301 GOOD             INDIV
 OQ1124
 OQ1124                          STATION DESCRIPTION
 OQ1124
 OQ1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1124'4.4 KM (2.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1124'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1124'1.0 KM (0.6 MI) NORTHWEST OF MILEPOST 383, 41.5 M (136.2 FT)
 OQ1124'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A GUARDRAIL, 31.8 M (104.3
 OQ1124'FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OQ1124'HIGHWAY, 6.5 M (21.3 FT) SOUTHEAST OF A T-FENCE CORNER, 2.0 M (6.6
 OQ1124'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHEAST OF A
 OQ1124'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OQ1124'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OQ1124'FOR A CLASS A MARK.
 OQ1124
 OQ1124                          STATION RECOVERY (2011)
 OQ1124
 OQ1124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0974 ***********************************************************************
 OR0974  DESIGNATION -  U 453
 OR0974  PID         -  OR0974
 OR0974  STATE/COUNTY-  SD/DAVISON
 OR0974  COUNTRY     -  US
 OR0974  USGS QUAD   -  MITCHELL (2017)
 OR0974
 OR0974                         *CURRENT SURVEY CONTROL
 OR0974  ______________________________________________________________________
 OR0974* NAD 83(1986) POSITION- 43 41 37.     (N) 098 06 24.     (W)   SCALED
 OR0974* NAVD 88 ORTHO HEIGHT -   418.677 (meters)     1373.61  (feet) ADJUSTED
 OR0974  ______________________________________________________________________
 OR0974  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 OR0974  DYNAMIC HEIGHT  -        418.572 (meters)     1373.27  (feet) COMP
 OR0974  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 OR0974
 OR0974  VERT ORDER      -  FIRST     CLASS II
 OR0974
 OR0974.The horizontal coordinates were scaled from a map and have
 OR0974.an estimated accuracy of +/- 6 seconds.
 OR0974
 OR0974.The orthometric height was determined by differential leveling and
 OR0974.adjusted by the NATIONAL GEODETIC SURVEY
 OR0974.in September 1993.
 OR0974
 OR0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0974.GEOID18 height accuracy estimate available here.
 OR0974
 OR0974.Click photographs - Photos may exist for this station.
 OR0974
 OR0974.The dynamic height is computed by dividing the NAVD 88
 OR0974.geopotential number by the normal gravity value computed on the
 OR0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0974.degrees latitude (g = 980.6199 gals.).
 OR0974
 OR0974.The modeled gravity was interpolated from observed gravity values.
 OR0974
 OR0974;                    North         East    Units  Estimated Accuracy
 OR0974;SPC SD S     -   153,520.      779,470.      MT  (+/- 180 meters Scaled)
 OR0974
 OR0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP719382(NAD 83)
 OR0974
 OR0974                          SUPERSEDED SURVEY CONTROL
 OR0974
 OR0974.No superseded survey control is available for this station.
 OR0974
 OR0974_MARKER: I = METAL ROD
 OR0974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0974_STAMPING: U 453 1991
 OR0974_MARK LOGO: NGS
 OR0974_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0974_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0974+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OR0974_ROD/PIPE-DEPTH: 8.4 meters
 OR0974_SLEEVE-DEPTH  : 0.9 meters
 OR0974
 OR0974  HISTORY     - Date     Condition        Report By
 OR0974  HISTORY     - 1991     MONUMENTED       NGS
 OR0974  HISTORY     - 20120201 GOOD             INDIV
 OR0974
 OR0974                          STATION DESCRIPTION
 OR0974
 OR0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0974'7.6 KM (4.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0974'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 0.7 KM (0.4 MI)
 OR0974'EAST OF MILEPOST 327, 30.3 M (99.4 FT) SOUTH OF THE CENTERLINE OF THE
 OR0974'EASTBOUND LANES OF THE HIGHWAY, 10.0 M (32.8 FT) NORTHWEST OF THE
 OR0974'NORTH LEG OF A BILLBOARD, 2.8 M (9.2 FT) WEST OF A UTILITY POLE WITH
 OR0974'A TRANSFORMER AND ELECTRIC METER, 1.4 M (4.6 FT) NORTH OF A WITNESS
 OR0974'POST AND FENCE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OR0974'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR0974'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0974
 OR0974                          STATION RECOVERY (2012)
 OR0974
 OR0974'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1017 ***********************************************************************
 OR1017  DESIGNATION -  U 454
 OR1017  PID         -  OR1017
 OR1017  STATE/COUNTY-  SD/BRULE
 OR1017  COUNTRY     -  US
 OR1017  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR1017
 OR1017                         *CURRENT SURVEY CONTROL
 OR1017  ______________________________________________________________________
 OR1017* NAD 83(1986) POSITION- 43 44 16.     (N) 098 56 13.     (W)   SCALED
 OR1017* NAVD 88 ORTHO HEIGHT -   529.787 (meters)     1738.14  (feet) ADJUSTED
 OR1017  ______________________________________________________________________
 OR1017  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OR1017  DYNAMIC HEIGHT  -        529.638 (meters)     1737.65  (feet) COMP
 OR1017  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 OR1017
 OR1017  VERT ORDER      -  FIRST     CLASS II
 OR1017
 OR1017.The horizontal coordinates were scaled from a map and have
 OR1017.an estimated accuracy of +/- 6 seconds.
 OR1017
 OR1017.The orthometric height was determined by differential leveling and
 OR1017.adjusted by the NATIONAL GEODETIC SURVEY
 OR1017.in September 1993.
 OR1017
 OR1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1017.GEOID18 height accuracy estimate available here.
 OR1017
 OR1017.Click photographs - Photos may exist for this station.
 OR1017
 OR1017.The dynamic height is computed by dividing the NAVD 88
 OR1017.geopotential number by the normal gravity value computed on the
 OR1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1017.degrees latitude (g = 980.6199 gals.).
 OR1017
 OR1017.The modeled gravity was interpolated from observed gravity values.
 OR1017
 OR1017;                    North         East    Units  Estimated Accuracy
 OR1017;SPC SD S     -   156,970.      712,480.      MT  (+/- 180 meters Scaled)
 OR1017
 OR1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP050427(NAD 83)
 OR1017
 OR1017                          SUPERSEDED SURVEY CONTROL
 OR1017
 OR1017.No superseded survey control is available for this station.
 OR1017
 OR1017_MARKER: I = METAL ROD
 OR1017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1017_STAMPING: U 454 1991
 OR1017_MARK LOGO: NGS
 OR1017_PROJECTION: PROJECTING 2 CENTIMETERS
 OR1017_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1017+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2012
 OR1017_ROD/PIPE-DEPTH: 6.9 meters
 OR1017_SLEEVE-DEPTH  : 0.9 meters
 OR1017
 OR1017  HISTORY     - Date     Condition        Report By
 OR1017  HISTORY     - 1990     MONUMENTED       NGS
 OR1017  HISTORY     - 20120212 GOOD             INDIV
 OR1017
 OR1017                          STATION DESCRIPTION
 OR1017
 OR1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1017'1.7 KM (1.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1017'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, 0.2 KM (0.1 MI) EAST OF MILE
 OR1017'POST 285, 49.7 M (163.1 FT) WEST OF A BRACED FENCE POST, 31.5 M
 OR1017'(103.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OR1017'HIGHWAY, 1.1 M (3.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.5 M
 OR1017'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 OR1017'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OR1017'THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1017
 OR1017                          STATION RECOVERY (2012)
 OR1017
 OR1017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR1017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1023 ***********************************************************************
 OR1023  DESIGNATION -  U 455
 OR1023  PID         -  OR1023
 OR1023  STATE/COUNTY-  SD/BRULE
 OR1023  COUNTRY     -  US
 OR1023  USGS QUAD   -  PUKWANA SE (2017)
 OR1023
 OR1023                         *CURRENT SURVEY CONTROL
 OR1023  ______________________________________________________________________
 OR1023* NAD 83(1986) POSITION- 43 45 07.     (N) 099 05 41.     (W)   SCALED
 OR1023* NAVD 88 ORTHO HEIGHT -   500.107 (meters)     1640.77  (feet) ADJUSTED
 OR1023  ______________________________________________________________________
 OR1023  GEOID HEIGHT    -        -25.762 (meters)                     GEOID18
 OR1023  DYNAMIC HEIGHT  -        499.971 (meters)     1640.32  (feet) COMP
 OR1023  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 OR1023
 OR1023  VERT ORDER      -  FIRST     CLASS II
 OR1023
 OR1023.The horizontal coordinates were scaled from a map and have
 OR1023.an estimated accuracy of +/- 6 seconds.
 OR1023
 OR1023.The orthometric height was determined by differential leveling and
 OR1023.adjusted by the NATIONAL GEODETIC SURVEY
 OR1023.in September 1993.
 OR1023
 OR1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1023.GEOID18 height accuracy estimate available here.
 OR1023
 OR1023.Click photographs - Photos may exist for this station.
 OR1023
 OR1023.The dynamic height is computed by dividing the NAVD 88
 OR1023.geopotential number by the normal gravity value computed on the
 OR1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1023.degrees latitude (g = 980.6199 gals.).
 OR1023
 OR1023.The modeled gravity was interpolated from observed gravity values.
 OR1023
 OR1023;                    North         East    Units  Estimated Accuracy
 OR1023;SPC SD S     -   158,340.      699,750.      MT  (+/- 180 meters Scaled)
 OR1023
 OR1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP923443(NAD 83)
 OR1023
 OR1023                          SUPERSEDED SURVEY CONTROL
 OR1023
 OR1023.No superseded survey control is available for this station.
 OR1023
 OR1023_MARKER: I = METAL ROD
 OR1023_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1023_STAMPING: U 455 1991
 OR1023_MARK LOGO: NGS
 OR1023_PROJECTION: FLUSH
 OR1023_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1023+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1023_ROD/PIPE-DEPTH: 5.8 meters
 OR1023_SLEEVE-DEPTH  : 0.9 meters
 OR1023
 OR1023  HISTORY     - Date     Condition        Report By
 OR1023  HISTORY     - 1991     MONUMENTED       NGS
 OR1023  HISTORY     - 20120312 GOOD             INDIV
 OR1023
 OR1023                          STATION DESCRIPTION
 OR1023
 OR1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1023'11.3 WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF STATE
 OR1023'HIGHWAY 45 (EXIT 284) IN KIMBALL, 51.3 M (168.3 FT) SOUTHEAST OF
 OR1023'MILEPOST 277, 35.5 M (116.5 FT) SOUTH OF AND LEVEL WITH THE
 OR1023'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.3 M (4.3 FT) WEST
 OR1023'OF THE MOST WESTERLY OF 3 BRACED FENCE POSTS, AND 0.6 M (2.0 FT)
 OR1023'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OR1023'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR1023'SPECIFICATIONS FOR A CLASS A MARK.
 OR1023
 OR1023                          STATION RECOVERY (2012)
 OR1023
 OR1023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4091 ***********************************************************************
 AE4091  DESIGNATION -  U 456
 AE4091  PID         -  AE4091
 AE4091  STATE/COUNTY-  SD/POTTER
 AE4091  COUNTRY     -  US
 AE4091  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4091
 AE4091                         *CURRENT SURVEY CONTROL
 AE4091  ______________________________________________________________________
 AE4091* NAD 83(1986) POSITION- 45 00 14.     (N) 100 16 35.     (W)   SCALED
 AE4091* NAVD 88 ORTHO HEIGHT -   569.505 (meters)     1868.45  (feet) ADJUSTED
 AE4091  ______________________________________________________________________
 AE4091  GEOID HEIGHT    -        -22.484 (meters)                     GEOID18
 AE4091  DYNAMIC HEIGHT  -        569.424 (meters)     1868.19  (feet) COMP
 AE4091  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 AE4091
 AE4091  VERT ORDER      -  FIRST     CLASS II
 AE4091
 AE4091.The horizontal coordinates were scaled from a map and have
 AE4091.an estimated accuracy of +/- 6 seconds.
 AE4091
 AE4091.The orthometric height was determined by differential leveling and
 AE4091.adjusted by the NATIONAL GEODETIC SURVEY
 AE4091.in July 1998.
 AE4091
 AE4091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4091.GEOID18 height accuracy estimate available here.
 AE4091
 AE4091.Click photographs - Photos may exist for this station.
 AE4091
 AE4091.The dynamic height is computed by dividing the NAVD 88
 AE4091.geopotential number by the normal gravity value computed on the
 AE4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4091.degrees latitude (g = 980.6199 gals.).
 AE4091
 AE4091.The modeled gravity was interpolated from observed gravity values.
 AE4091
 AE4091;                    North         East    Units  Estimated Accuracy
 AE4091;SPC SD N     -   130,110.      578,210.      MT  (+/- 180 meters Scaled)
 AE4091
 AE4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ994841(NAD 83)
 AE4091
 AE4091                          SUPERSEDED SURVEY CONTROL
 AE4091
 AE4091.No superseded survey control is available for this station.
 AE4091
 AE4091_MARKER: I = METAL ROD
 AE4091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4091_STAMPING: U 456 1996
 AE4091_MARK LOGO: NGS
 AE4091_PROJECTION: FLUSH
 AE4091_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4091+STABILITY: POSITION/ELEVATION WELL
 AE4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4091+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4091_ROD/PIPE-DEPTH: 7.2 meters
 AE4091_SLEEVE-DEPTH  : 6.0 meters
 AE4091
 AE4091  HISTORY     - Date     Condition        Report By
 AE4091  HISTORY     - 1996     MONUMENTED       NGS
 AE4091  HISTORY     - 20120620 GOOD             INDIV
 AE4091
 AE4091                          STATION DESCRIPTION
 AE4091
 AE4091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4091'25.8 KM (16.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4091'OF EXENE STREET IN GETTYSBURG, 693.0 M (2273.6 FT) WEST OF MILEPOST
 AE4091'210, 90.0 M (295.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 21.7 M (71.2
 AE4091'FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 1804, 1.4 M (4.6 FT)
 AE4091'NORTHEAST OF THE SOUTH END OF THREE BRACED FENCE POSTS, 1.2 M (3.9 FT)
 AE4091'EAST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL
 AE4091'OF THE STATE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE4091'5-INCH LOGO CAP.
 AE4091
 AE4091                          STATION RECOVERY (2012)
 AE4091
 AE4091'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0863 ***********************************************************************
 OS0863  DESIGNATION -  U 457
 OS0863  PID         -  OS0863
 OS0863  STATE/COUNTY-  SD/JACKSON
 OS0863  COUNTRY     -  US
 OS0863  USGS QUAD   -  BELVIDERE (2017)
 OS0863
 OS0863                         *CURRENT SURVEY CONTROL
 OS0863  ______________________________________________________________________
 OS0863* NAD 83(1986) POSITION- 43 50 33.     (N) 101 17 05.     (W)   SCALED
 OS0863* NAVD 88 ORTHO HEIGHT -   715.795 (meters)     2348.40  (feet) ADJUSTED
 OS0863  ______________________________________________________________________
 OS0863  GEOID HEIGHT    -        -22.474 (meters)                     GEOID18
 OS0863  DYNAMIC HEIGHT  -        715.561 (meters)     2347.64  (feet) COMP
 OS0863  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OS0863
 OS0863  VERT ORDER      -  FIRST     CLASS II
 OS0863
 OS0863.The horizontal coordinates were scaled from a map and have
 OS0863.an estimated accuracy of +/- 6 seconds.
 OS0863
 OS0863.The orthometric height was determined by differential leveling and
 OS0863.adjusted by the NATIONAL GEODETIC SURVEY
 OS0863.in September 1993.
 OS0863
 OS0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0863.GEOID18 height accuracy estimate available here.
 OS0863
 OS0863.Click photographs - Photos may exist for this station.
 OS0863
 OS0863.The dynamic height is computed by dividing the NAVD 88
 OS0863.geopotential number by the normal gravity value computed on the
 OS0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0863.degrees latitude (g = 980.6199 gals.).
 OS0863
 OS0863.The modeled gravity was interpolated from observed gravity values.
 OS0863
 OS0863;                    North         East    Units  Estimated Accuracy
 OS0863;SPC SD S     -   168,100.      523,500.      MT  (+/- 180 meters Scaled)
 OS0863
 OS0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP163569(NAD 83)
 OS0863
 OS0863                          SUPERSEDED SURVEY CONTROL
 OS0863
 OS0863.No superseded survey control is available for this station.
 OS0863
 OS0863_MARKER: I = METAL ROD
 OS0863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0863_STAMPING: U 457 1991
 OS0863_MARK LOGO: NGS
 OS0863_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0863_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0863+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0863_ROD/PIPE-DEPTH: 7.0 meters
 OS0863_SLEEVE-DEPTH  : 0.9 meters
 OS0863
 OS0863  HISTORY     - Date     Condition        Report By
 OS0863  HISTORY     - 1991     MONUMENTED       NGS
 OS0863  HISTORY     - 20130118 GOOD             INDIV
 OS0863
 OS0863                          STATION DESCRIPTION
 OS0863
 OS0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0863'19.6 KM (12.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0863'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.5 KM (0.30
 OS0863'MI) EAST OF MILEPOST 162, 31.1 M (102.0 FT) SOUTH OF THE CENTERLINE
 OS0863'OF THE EASTBOUND LANES OF THE HIGHWAY, 7.6 M (24.9 FT) EAST OF A
 OS0863'BRACED FENCE POST, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0863'0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0863'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0863'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0863
 OS0863                          STATION RECOVERY (2013)
 OS0863
 OS0863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0900 ***********************************************************************
 OS0900  DESIGNATION -  U 458
 OS0900  PID         -  OS0900
 OS0900  STATE/COUNTY-  SD/MELLETTE
 OS0900  COUNTRY     -  US
 OS0900  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0900
 OS0900                         *CURRENT SURVEY CONTROL
 OS0900  ______________________________________________________________________
 OS0900* NAD 83(1986) POSITION- 43 32 00.     (N) 100 44 03.     (W)   SCALED
 OS0900* NAVD 88 ORTHO HEIGHT -   639.136 (meters)     2096.90  (feet) ADJUSTED
 OS0900  ______________________________________________________________________
 OS0900  GEOID HEIGHT    -        -23.858 (meters)                     GEOID18
 OS0900  DYNAMIC HEIGHT  -        638.903 (meters)     2096.13  (feet) COMP
 OS0900  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 OS0900
 OS0900  VERT ORDER      -  FIRST     CLASS II
 OS0900
 OS0900.The horizontal coordinates were scaled from a map and have
 OS0900.an estimated accuracy of +/- 6 seconds.
 OS0900
 OS0900.The orthometric height was determined by differential leveling and
 OS0900.adjusted by the NATIONAL GEODETIC SURVEY
 OS0900.in June 1994.
 OS0900
 OS0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0900.GEOID18 height accuracy estimate available here.
 OS0900
 OS0900.Click photographs - Photos may exist for this station.
 OS0900
 OS0900.The dynamic height is computed by dividing the NAVD 88
 OS0900.geopotential number by the normal gravity value computed on the
 OS0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0900.degrees latitude (g = 980.6199 gals.).
 OS0900
 OS0900.The modeled gravity was interpolated from observed gravity values.
 OS0900
 OS0900;                    North         East    Units  Estimated Accuracy
 OS0900;SPC SD S     -   133,390.      567,600.      MT  (+/- 180 meters Scaled)
 OS0900
 OS0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP598215(NAD 83)
 OS0900
 OS0900                          SUPERSEDED SURVEY CONTROL
 OS0900
 OS0900.No superseded survey control is available for this station.
 OS0900
 OS0900_MARKER: I = METAL ROD
 OS0900_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0900+WITH SETTING: INFORMATION.
 OS0900_STAMPING: U 458 1992
 OS0900_MARK LOGO: NGS
 OS0900_PROJECTION: FLUSH
 OS0900_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0900+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0900_ROD/PIPE-DEPTH: 1.5 meters
 OS0900
 OS0900  HISTORY     - Date     Condition        Report By
 OS0900  HISTORY     - 1992     MONUMENTED       NGS
 OS0900
 OS0900                          STATION DESCRIPTION
 OS0900
 OS0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0900'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0900'IN WHITE RIVER, THENCE 4.2 KM (2.60 MI) SOUTHERLY ALONG U.S. HIGHWAY
 OS0900'83, 38.7 M (127.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 30.6 M
 OS0900'(100.4 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 44 EAST, 5.8 M
 OS0900'(19.0 FT) EAST-NORTHEAST OF A FENCE CORNER, 1.2 M (3.9 FT) BELOW THE
 OS0900'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH-NORTHWEST OF A WITNESS
 OS0900'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0900'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8801 ***********************************************************************
 AB8801  DESIGNATION -  U 459
 AB8801  PID         -  AB8801
 AB8801  STATE/COUNTY-  SD/BROOKINGS
 AB8801  COUNTRY     -  US
 AB8801  USGS QUAD   -  WHITE SE (2017)
 AB8801
 AB8801                         *CURRENT SURVEY CONTROL
 AB8801  ______________________________________________________________________
 AB8801* NAD 83(1986) POSITION- 44 18 49.     (N) 096 32 52.     (W)   SCALED
 AB8801* NAVD 88 ORTHO HEIGHT -   534.215 (meters)     1752.67  (feet) ADJUSTED
 AB8801  ______________________________________________________________________
 AB8801  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 AB8801  DYNAMIC HEIGHT  -        534.111 (meters)     1752.33  (feet) COMP
 AB8801  MODELED GRAVITY -    980,406.6   (mgal)                       NAVD 88
 AB8801
 AB8801  VERT ORDER      -  FIRST     CLASS II
 AB8801
 AB8801.The horizontal coordinates were scaled from a map and have
 AB8801.an estimated accuracy of +/- 6 seconds.
 AB8801
 AB8801.The orthometric height was determined by differential leveling and
 AB8801.adjusted by the NATIONAL GEODETIC SURVEY
 AB8801.in October 1997.
 AB8801
 AB8801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8801.GEOID18 height accuracy estimate available here.
 AB8801
 AB8801.Click photographs - Photos may exist for this station.
 AB8801
 AB8801.The dynamic height is computed by dividing the NAVD 88
 AB8801.geopotential number by the normal gravity value computed on the
 AB8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8801.degrees latitude (g = 980.6199 gals.).
 AB8801
 AB8801.The modeled gravity was interpolated from observed gravity values.
 AB8801
 AB8801;                    North         East    Units  Estimated Accuracy
 AB8801;SPC SD N     -    59,240.      875,350.      MT  (+/- 180 meters Scaled)
 AB8801
 AB8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ955096(NAD 83)
 AB8801
 AB8801                          SUPERSEDED SURVEY CONTROL
 AB8801
 AB8801.No superseded survey control is available for this station.
 AB8801
 AB8801_MARKER: I = METAL ROD
 AB8801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8801_STAMPING: U 459 1994
 AB8801_MARK LOGO: NGS
 AB8801_PROJECTION: FLUSH
 AB8801_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8801+STABILITY: POSITION/ELEVATION WELL
 AB8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8801+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8801_ROD/PIPE-DEPTH: 11.8 meters
 AB8801_SLEEVE-DEPTH  : 9.8 meters
 AB8801
 AB8801  HISTORY     - Date     Condition        Report By
 AB8801  HISTORY     - 1994     MONUMENTED       NGS
 AB8801
 AB8801                          STATION DESCRIPTION
 AB8801
 AB8801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8801'16.8 KM (10.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8801'INTERSTATE HIGHWAY 29 IN BROOKINGS, THENCE 0.2 KM (0.10 MI) NORTHERLY
 AB8801'ALONG A AVENUE, 9.7 M (31.8 FT) WEST OF THE AVENUE CENTER, 4.1 M (13.5
 AB8801'FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT)
 AB8801'SOUTH-SOUTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTHEAST OF A
 AB8801'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AB8801'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0241 ***********************************************************************
 PS0241  DESIGNATION -  U 46
 PS0241  PID         -  PS0241
 PS0241  STATE/COUNTY-  SD/FAULK
 PS0241  COUNTRY     -  US
 PS0241  USGS QUAD   -  MIRANDA (2017)
 PS0241
 PS0241                         *CURRENT SURVEY CONTROL
 PS0241  ______________________________________________________________________
 PS0241* NAD 83(1986) POSITION- 44 57 53.     (N) 098 56 57.     (W)   SCALED
 PS0241* NAVD 88 ORTHO HEIGHT -   431.114 (meters)     1414.41  (feet) ADJUSTED
 PS0241  ______________________________________________________________________
 PS0241  GEOID HEIGHT    -        -23.954 (meters)                     GEOID18
 PS0241  DYNAMIC HEIGHT  -        431.063 (meters)     1414.25  (feet) COMP
 PS0241  MODELED GRAVITY -    980,486.0   (mgal)                       NAVD 88
 PS0241
 PS0241  VERT ORDER      -  FIRST     CLASS II
 PS0241
 PS0241.The horizontal coordinates were scaled from a map and have
 PS0241.an estimated accuracy of +/- 6 seconds.
 PS0241
 PS0241.The orthometric height was determined by differential leveling and
 PS0241.adjusted by the NATIONAL GEODETIC SURVEY
 PS0241.in June 1991.
 PS0241
 PS0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0241.GEOID18 height accuracy estimate available here.
 PS0241
 PS0241.Click photographs - Photos may exist for this station.
 PS0241
 PS0241.The dynamic height is computed by dividing the NAVD 88
 PS0241.geopotential number by the normal gravity value computed on the
 PS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0241.degrees latitude (g = 980.6199 gals.).
 PS0241
 PS0241.The modeled gravity was interpolated from observed gravity values.
 PS0241
 PS0241;                    North         East    Units  Estimated Accuracy
 PS0241;SPC SD N     -   126,260.      682,900.      MT  (+/- 180 meters Scaled)
 PS0241
 PS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ040790(NAD 83)
 PS0241
 PS0241                          SUPERSEDED SURVEY CONTROL
 PS0241
 PS0241  NGVD 29 (??/??/92)  430.796  (m)         1413.37   (f) ADJ UNCH    1 2
 PS0241
 PS0241.Superseded values are not recommended for survey control.
 PS0241
 PS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0241.See file dsdata.pdf to determine how the superseded data were derived.
 PS0241
 PS0241_MARKER: DB = BENCH MARK DISK
 PS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0241_STAMPING: J 46 1934
 PS0241_MARK LOGO: CGS
 PS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0241+STABILITY: SURFACE MOTION
 PS0241
 PS0241  HISTORY     - Date     Condition        Report By
 PS0241  HISTORY     - 1934     MONUMENTED       CGS
 PS0241
 PS0241                          STATION DESCRIPTION
 PS0241
 PS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0241'1 MI SE FROM MIRANDA.
 PS0241'1 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0241'FROM THE STATION AT MIRANDA, FAULK COUNTY, ABOUT 9 POLES EAST
 PS0241'OF MILEPOST 23, AT A PRIVATE-ROAD CROSSING, 40 FEET NORTH OF THE
 PS0241'CENTER LINE OF THE TRACK, 10 FEET EAST OF THE CENTER LINE OF THE
 PS0241'ROAD, AND 3 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 PS0241'J 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8823 ***********************************************************************
 AB8823  DESIGNATION -  U 460
 AB8823  PID         -  AB8823
 AB8823  STATE/COUNTY-  SD/BROOKINGS
 AB8823  COUNTRY     -  US
 AB8823  USGS QUAD   -  VOLGA (2017)
 AB8823
 AB8823                         *CURRENT SURVEY CONTROL
 AB8823  ______________________________________________________________________
 AB8823* NAD 83(1986) POSITION- 44 19 35.     (N) 096 58 06.     (W)   SCALED
 AB8823* NAVD 88 ORTHO HEIGHT -   513.560 (meters)     1684.90  (feet) ADJUSTED
 AB8823  ______________________________________________________________________
 AB8823  GEOID HEIGHT    -        -25.211 (meters)                     GEOID18
 AB8823  DYNAMIC HEIGHT  -        513.466 (meters)     1684.60  (feet) COMP
 AB8823  MODELED GRAVITY -    980,419.4   (mgal)                       NAVD 88
 AB8823
 AB8823  VERT ORDER      -  FIRST     CLASS II
 AB8823
 AB8823.The horizontal coordinates were scaled from a map and have
 AB8823.an estimated accuracy of +/- 6 seconds.
 AB8823
 AB8823.The orthometric height was determined by differential leveling and
 AB8823.adjusted by the NATIONAL GEODETIC SURVEY
 AB8823.in October 1997.
 AB8823
 AB8823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8823.GEOID18 height accuracy estimate available here.
 AB8823
 AB8823.Click photographs - Photos may exist for this station.
 AB8823
 AB8823.The dynamic height is computed by dividing the NAVD 88
 AB8823.geopotential number by the normal gravity value computed on the
 AB8823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8823.degrees latitude (g = 980.6199 gals.).
 AB8823
 AB8823.The modeled gravity was interpolated from observed gravity values.
 AB8823
 AB8823;                    North         East    Units  Estimated Accuracy
 AB8823;SPC SD N     -    59,320.      841,770.      MT  (+/- 180 meters Scaled)
 AB8823
 AB8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ619101(NAD 83)
 AB8823
 AB8823                          SUPERSEDED SURVEY CONTROL
 AB8823
 AB8823.No superseded survey control is available for this station.
 AB8823
 AB8823_MARKER: I = METAL ROD
 AB8823_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8823_STAMPING: U 460 1994
 AB8823_MARK LOGO: NGS
 AB8823_PROJECTION: FLUSH
 AB8823_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8823+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8823_ROD/PIPE-DEPTH: 6.0 meters
 AB8823_SLEEVE-DEPTH  : 0.9 meters
 AB8823
 AB8823  HISTORY     - Date     Condition        Report By
 AB8823  HISTORY     - 1994     MONUMENTED       NGS
 AB8823
 AB8823                          STATION DESCRIPTION
 AB8823
 AB8823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8823'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8823'BROOKINGS, THENCE 14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8823'44.0 M (144.4 FT) NORTHEAST OF MILEPOST 411, 22.0 M (72.2 FT) NORTH OF
 AB8823'THE HIGHWAY CENTERLINE, 12.4 M (40.7 FT) EAST OF THE CENTER OF A
 AB8823'GRAVELED ROAD, 2.6 M (8.5 FT) EAST OF THE SOUTH END OF A FENCE, 2.2 M
 AB8823'(7.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A
 AB8823'RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 AB8823'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8823'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8893 ***********************************************************************
 AB8893  DESIGNATION -  U 461
 AB8893  PID         -  AB8893
 AB8893  STATE/COUNTY-  SD/BEADLE
 AB8893  COUNTRY     -  US
 AB8893  USGS QUAD   -  CAVOUR (2017)
 AB8893
 AB8893                         *CURRENT SURVEY CONTROL
 AB8893  ______________________________________________________________________
 AB8893* NAD 83(1986) POSITION- 44 22 12.     (N) 098 04 29.     (W)   SCALED
 AB8893* NAVD 88 ORTHO HEIGHT -   395.112 (meters)     1296.30  (feet) ADJUSTED
 AB8893  ______________________________________________________________________
 AB8893  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 AB8893  DYNAMIC HEIGHT  -        395.046 (meters)     1296.08  (feet) COMP
 AB8893  MODELED GRAVITY -    980,439.1   (mgal)                       NAVD 88
 AB8893
 AB8893  VERT ORDER      -  FIRST     CLASS II
 AB8893
 AB8893.The horizontal coordinates were scaled from a map and have
 AB8893.an estimated accuracy of +/- 6 seconds.
 AB8893
 AB8893.The orthometric height was determined by differential leveling and
 AB8893.adjusted by the NATIONAL GEODETIC SURVEY
 AB8893.in October 1997.
 AB8893
 AB8893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8893.GEOID18 height accuracy estimate available here.
 AB8893
 AB8893.Click photographs - Photos may exist for this station.
 AB8893
 AB8893.The dynamic height is computed by dividing the NAVD 88
 AB8893.geopotential number by the normal gravity value computed on the
 AB8893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8893.degrees latitude (g = 980.6199 gals.).
 AB8893
 AB8893.The modeled gravity was interpolated from observed gravity values.
 AB8893
 AB8893;                    North         East    Units  Estimated Accuracy
 AB8893;SPC SD N     -    61,460.      753,440.      MT  (+/- 180 meters Scaled)
 AB8893
 AB8893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ737133(NAD 83)
 AB8893
 AB8893                          SUPERSEDED SURVEY CONTROL
 AB8893
 AB8893.No superseded survey control is available for this station.
 AB8893
 AB8893_MARKER: I = METAL ROD
 AB8893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8893_STAMPING: U 461 1994
 AB8893_MARK LOGO: NGS
 AB8893_PROJECTION: FLUSH
 AB8893_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8893+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8893_ROD/PIPE-DEPTH: 6.3 meters
 AB8893_SLEEVE-DEPTH  : 0.9 meters
 AB8893
 AB8893  HISTORY     - Date     Condition        Report By
 AB8893  HISTORY     - 1994     MONUMENTED       NGS
 AB8893
 AB8893                          STATION DESCRIPTION
 AB8893
 AB8893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8893'11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8893'STATE HIGHWAY 37 IN HURON, 702.0 M (2303.1 FT) WEST OF MILEPOST 353,
 AB8893'29.9 M (98.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.6 M (44.6 FT)
 AB8893'EAST OF THE CENTER OF A GRAVELED ROAD, 1.2 M (3.9 FT) BELOW THE LEVEL
 AB8893'OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8893'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8893'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8906 ***********************************************************************
 AB8906  DESIGNATION -  U 462
 AB8906  PID         -  AB8906
 AB8906  STATE/COUNTY-  SD/BEADLE
 AB8906  COUNTRY     -  US
 AB8906  USGS QUAD   -  WOLSEY SE (2017)
 AB8906
 AB8906                         *CURRENT SURVEY CONTROL
 AB8906  ______________________________________________________________________
 AB8906* NAD 83(1986) POSITION- 44 22 23.97   (N) 098 15 04.28   (W)   HD_HELD1
 AB8906* NAVD 88 ORTHO HEIGHT -   391.405 (meters)     1284.13  (feet) ADJUSTED
 AB8906  ______________________________________________________________________
 AB8906  GEOID HEIGHT    -        -25.014 (meters)                     GEOID18
 AB8906  DYNAMIC HEIGHT  -        391.340 (meters)     1283.92  (feet) COMP
 AB8906  MODELED GRAVITY -    980,440.2   (mgal)                       NAVD 88
 AB8906
 AB8906  VERT ORDER      -  FIRST     CLASS II
 AB8906
 AB8906.The horizontal coordinates were determined by differentially corrected
 AB8906.hand held GPS observations or other comparable positioning techniques
 AB8906.and have an estimated accuracy of +/- 3 meters.
 AB8906
 AB8906.The orthometric height was determined by differential leveling and
 AB8906.adjusted by the NATIONAL GEODETIC SURVEY
 AB8906.in October 1997.
 AB8906
 AB8906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8906.GEOID18 height accuracy estimate available here.
 AB8906
 AB8906.Click photographs - Photos may exist for this station.
 AB8906
 AB8906.The dynamic height is computed by dividing the NAVD 88
 AB8906.geopotential number by the normal gravity value computed on the
 AB8906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8906.degrees latitude (g = 980.6199 gals.).
 AB8906
 AB8906.The modeled gravity was interpolated from observed gravity values.
 AB8906
 AB8906;                    North         East    Units  Estimated Accuracy
 AB8906;SPC SD N     -    61,510.9     739,373.3     MT  (+/- 3 meters HH1 GPS) 
 AB8906
 AB8906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5965713611(NAD 83)
 AB8906
 AB8906                          SUPERSEDED SURVEY CONTROL
 AB8906
 AB8906.No superseded survey control is available for this station.
 AB8906
 AB8906_MARKER: I = METAL ROD
 AB8906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8906_STAMPING: U 462 1994
 AB8906_MARK LOGO: NGS
 AB8906_PROJECTION: FLUSH
 AB8906_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8906+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 AB8906_ROD/PIPE-DEPTH: 7.9 meters
 AB8906_SLEEVE-DEPTH  : 0.9 meters
 AB8906
 AB8906  HISTORY     - Date     Condition        Report By
 AB8906  HISTORY     - 1994     MONUMENTED       NGS
 AB8906  HISTORY     - 20080227 GOOD             USGS
 AB8906
 AB8906                          STATION DESCRIPTION
 AB8906
 AB8906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8906'3.0 KM (1.85 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION
 AB8906'STATE HIGHWAY 37 IN HURON, 324.0 M (1063.0 FT) WEST OF MILEPOST 344,
 AB8906'29.0 M (95.1 FT) NORTHEAST OF THE NEAR RAIL OF THE DAKOTA, MINNESOTA
 AB8906'AND EASTERN RAILROAD, 25.7 M (84.3 FT) NORTHWEST OF THE CENTERLINE OF
 AB8906'THE WESTBOUND LANES OF THE HIGHWAY, 6.8 M (22.3 FT) WEST-NORTHWEST OF
 AB8906'A CHAIN-LINK FENCE CORNER, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 AB8906'HIGHWAY, AND 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 AB8906'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8906'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8906
 AB8906                          STATION RECOVERY (2008)
 AB8906
 AB8906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (RFT)
 AB8906'THE CHAIN LINK FENCE REFERENCED IN THE STATION DESCRIPTION HAS BEEN
 AB8906'REMOVED.  MARK IS NEAR THE SOUTHWEST CORNER OF A PROPERTY OCCUPIED BY
 AB8906'OLSEN IMPLEMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8995 ***********************************************************************
 AB8995  DESIGNATION -  U 463
 AB8995  PID         -  AB8995
 AB8995  STATE/COUNTY-  SD/HYDE
 AB8995  COUNTRY     -  US
 AB8995  USGS QUAD   -  HOLABIRD (2017)
 AB8995
 AB8995                         *CURRENT SURVEY CONTROL
 AB8995  ______________________________________________________________________
 AB8995* NAD 83(1986) POSITION- 44 31 39.     (N) 099 30 10.     (W)   SCALED
 AB8995* NAVD 88 ORTHO HEIGHT -   574.005 (meters)     1883.21  (feet) ADJUSTED
 AB8995  ______________________________________________________________________
 AB8995  GEOID HEIGHT    -        -23.780 (meters)                     GEOID18
 AB8995  DYNAMIC HEIGHT  -        573.891 (meters)     1882.84  (feet) COMP
 AB8995  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 AB8995
 AB8995  VERT ORDER      -  FIRST     CLASS II
 AB8995
 AB8995.The horizontal coordinates were scaled from a map and have
 AB8995.an estimated accuracy of +/- 6 seconds.
 AB8995
 AB8995.The orthometric height was determined by differential leveling and
 AB8995.adjusted by the NATIONAL GEODETIC SURVEY
 AB8995.in October 1997.
 AB8995
 AB8995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8995.GEOID18 height accuracy estimate available here.
 AB8995
 AB8995.Click photographs - Photos may exist for this station.
 AB8995
 AB8995.The dynamic height is computed by dividing the NAVD 88
 AB8995.geopotential number by the normal gravity value computed on the
 AB8995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8995.degrees latitude (g = 980.6199 gals.).
 AB8995
 AB8995.The modeled gravity was interpolated from observed gravity values.
 AB8995
 AB8995;                    North         East    Units  Estimated Accuracy
 AB8995;SPC SD N     -    77,260.      639,520.      MT  (+/- 180 meters Scaled)
 AB8995
 AB8995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ600305(NAD 83)
 AB8995
 AB8995                          SUPERSEDED SURVEY CONTROL
 AB8995
 AB8995.No superseded survey control is available for this station.
 AB8995
 AB8995_MARKER: I = METAL ROD
 AB8995_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8995_STAMPING: U 463 1994
 AB8995_MARK LOGO: NGS
 AB8995_PROJECTION: FLUSH
 AB8995_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8995+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8995_ROD/PIPE-DEPTH: 6.1 meters
 AB8995_SLEEVE-DEPTH  : 0.9 meters
 AB8995
 AB8995  HISTORY     - Date     Condition        Report By
 AB8995  HISTORY     - 1994     MONUMENTED       NGS
 AB8995
 AB8995                          STATION DESCRIPTION
 AB8995
 AB8995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8995'4.8 KM (3.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8995'STATE HIGHWAY 47 IN HIGHMORE, 51.2 M (168.0 FT) NORTHEAST OF MILEPOST
 AB8995'275, 22.0 M (72.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 21.8 M (71.5
 AB8995'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 4.4 M (14.4 FT) WEST OF AN
 AB8995'UNDERGROUND CABLE JUNCTION BOX, 1.9 M (6.2 FT) BELOW THE LEVEL OF THE
 AB8995'HIGHWAY, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 AB8995'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8995'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9033 ***********************************************************************
 AB9033  DESIGNATION -  U 464
 AB9033  PID         -  AB9033
 AB9033  STATE/COUNTY-  SD/HUGHES
 AB9033  COUNTRY     -  US
 AB9033  USGS QUAD   -  PIERRE NE (2017)
 AB9033
 AB9033                         *CURRENT SURVEY CONTROL
 AB9033  ______________________________________________________________________
 AB9033* NAD 83(1986) POSITION- 44 24 15.     (N) 100 17 21.     (W)   SCALED
 AB9033* NAVD 88 ORTHO HEIGHT -   532.065 (meters)     1745.62  (feet) ADJUSTED
 AB9033  ______________________________________________________________________
 AB9033  GEOID HEIGHT    -        -23.371 (meters)                     GEOID18
 AB9033  DYNAMIC HEIGHT  -        531.961 (meters)     1745.28  (feet) COMP
 AB9033  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 AB9033
 AB9033  VERT ORDER      -  FIRST     CLASS II
 AB9033
 AB9033.The horizontal coordinates were scaled from a map and have
 AB9033.an estimated accuracy of +/- 6 seconds.
 AB9033
 AB9033.The orthometric height was determined by differential leveling and
 AB9033.adjusted by the NATIONAL GEODETIC SURVEY
 AB9033.in October 1997.
 AB9033
 AB9033.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9033.GEOID18 height accuracy estimate available here.
 AB9033
 AB9033.Click photographs - Photos may exist for this station.
 AB9033
 AB9033.The dynamic height is computed by dividing the NAVD 88
 AB9033.geopotential number by the normal gravity value computed on the
 AB9033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9033.degrees latitude (g = 980.6199 gals.).
 AB9033
 AB9033.The modeled gravity was interpolated from observed gravity values.
 AB9033
 AB9033;                    North         East    Units  Estimated Accuracy
 AB9033;SPC SD S     -   230,060.      603,520.      MT  (+/- 180 meters Scaled)
 AB9033
 AB9033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ973175(NAD 83)
 AB9033
 AB9033                          SUPERSEDED SURVEY CONTROL
 AB9033
 AB9033.No superseded survey control is available for this station.
 AB9033
 AB9033_MARKER: I = METAL ROD
 AB9033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9033_STAMPING: U 464 1994
 AB9033_MARK LOGO: NGS
 AB9033_PROJECTION: FLUSH
 AB9033_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9033+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9033_ROD/PIPE-DEPTH: 7.3 meters
 AB9033_SLEEVE-DEPTH  : 0.9 meters
 AB9033
 AB9033  HISTORY     - Date     Condition        Report By
 AB9033  HISTORY     - 1994     MONUMENTED       NGS
 AB9033  HISTORY     - 20120308 GOOD             INDIV
 AB9033
 AB9033                          STATION DESCRIPTION
 AB9033
 AB9033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9033'7.2 KM (4.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9033'IN PIERRE, 407.0 M (1335.3 FT) WEST OF MILEPOST 233.95, 55.6 M (182.4
 AB9033'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 6.4 M (21.0 FT) NORTH OF
 AB9033'THE CENTER OF A FIELD ENTRANCE, AND 0.6 M (2.0 FT) WEST OF A WITNESS
 AB9033'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB9033'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AB9033'CLASS A MARK.
 AB9033
 AB9033                          STATION RECOVERY (2012)
 AB9033
 AB9033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9053 ***********************************************************************
 AB9053  DESIGNATION -  U 465
 AB9053  PID         -  AB9053
 AB9053  STATE/COUNTY-  SD/STANLEY
 AB9053  COUNTRY     -  US
 AB9053  USGS QUAD   -  LACY (2017)
 AB9053
 AB9053                         *CURRENT SURVEY CONTROL
 AB9053  ______________________________________________________________________
 AB9053* NAD 83(1986) POSITION- 44 23 11.     (N) 100 42 06.     (W)   SCALED
 AB9053* NAVD 88 ORTHO HEIGHT -   599.062 (meters)     1965.42  (feet) ADJUSTED
 AB9053  ______________________________________________________________________
 AB9053  GEOID HEIGHT    -        -22.948 (meters)                     GEOID18
 AB9053  DYNAMIC HEIGHT  -        598.927 (meters)     1964.98  (feet) COMP
 AB9053  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 AB9053
 AB9053  VERT ORDER      -  FIRST     CLASS II
 AB9053
 AB9053.The horizontal coordinates were scaled from a map and have
 AB9053.an estimated accuracy of +/- 6 seconds.
 AB9053
 AB9053.The orthometric height was determined by differential leveling and
 AB9053.adjusted by the NATIONAL GEODETIC SURVEY
 AB9053.in October 1997.
 AB9053
 AB9053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9053.GEOID18 height accuracy estimate available here.
 AB9053
 AB9053.Click photographs - Photos may exist for this station.
 AB9053
 AB9053.The dynamic height is computed by dividing the NAVD 88
 AB9053.geopotential number by the normal gravity value computed on the
 AB9053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9053.degrees latitude (g = 980.6199 gals.).
 AB9053
 AB9053.The modeled gravity was interpolated from observed gravity values.
 AB9053
 AB9053;                    North         East    Units  Estimated Accuracy
 AB9053;SPC SD S     -   228,150.      570,650.      MT  (+/- 180 meters Scaled)
 AB9053
 AB9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ644161(NAD 83)
 AB9053
 AB9053                          SUPERSEDED SURVEY CONTROL
 AB9053
 AB9053.No superseded survey control is available for this station.
 AB9053
 AB9053_MARKER: I = METAL ROD
 AB9053_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9053_STAMPING: U 465 1995
 AB9053_MARK LOGO: NGS
 AB9053_PROJECTION: FLUSH
 AB9053_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9053+STABILITY: POSITION/ELEVATION WELL
 AB9053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9053+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 AB9053_ROD/PIPE-DEPTH: 8.5 meters
 AB9053_SLEEVE-DEPTH  : 6.1 meters
 AB9053
 AB9053  HISTORY     - Date     Condition        Report By
 AB9053  HISTORY     - 1995     MONUMENTED       NGS
 AB9053  HISTORY     - 20120530 GOOD             INDIV
 AB9053
 AB9053                          STATION DESCRIPTION
 AB9053
 AB9053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9053'28.9 KM (17.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9053'IN PIERRE, 186.0 M (610.2 FT) EAST OF MILEPOST 211, 21.7 M (71.2 FT)
 AB9053'NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) SOUTH OF A WITNESS
 AB9053'POST AND FENCE, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9053'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9053
 AB9053                          STATION RECOVERY (2012)
 AB9053
 AB9053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9230 ***********************************************************************
 AB9230  DESIGNATION -  U 466
 AB9230  PID         -  AB9230
 AB9230  STATE/COUNTY-  SD/BEADLE
 AB9230  COUNTRY     -  US
 AB9230  USGS QUAD   -  HURON (2017)
 AB9230
 AB9230                         *CURRENT SURVEY CONTROL
 AB9230  ______________________________________________________________________
 AB9230* NAD 83(1986) POSITION- 44 21 51.     (N) 098 13 35.     (W)   SCALED
 AB9230* NAVD 88 ORTHO HEIGHT -   391.424 (meters)     1284.20  (feet) ADJUSTED
 AB9230  ______________________________________________________________________
 AB9230  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 AB9230  DYNAMIC HEIGHT  -        391.359 (meters)     1283.98  (feet) COMP
 AB9230  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 AB9230
 AB9230  VERT ORDER      -  FIRST     CLASS II
 AB9230
 AB9230.The horizontal coordinates were scaled from a map and have
 AB9230.an estimated accuracy of +/- 6 seconds.
 AB9230
 AB9230.The orthometric height was determined by differential leveling and
 AB9230.adjusted by the NATIONAL GEODETIC SURVEY
 AB9230.in October 1997.
 AB9230
 AB9230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9230.GEOID18 height accuracy estimate available here.
 AB9230
 AB9230.Click photographs - Photos may exist for this station.
 AB9230
 AB9230.The dynamic height is computed by dividing the NAVD 88
 AB9230.geopotential number by the normal gravity value computed on the
 AB9230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9230.degrees latitude (g = 980.6199 gals.).
 AB9230
 AB9230.The modeled gravity was interpolated from observed gravity values.
 AB9230
 AB9230;                    North         East    Units  Estimated Accuracy
 AB9230;SPC SD N     -    60,540.      741,370.      MT  (+/- 180 meters Scaled)
 AB9230
 AB9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ616126(NAD 83)
 AB9230
 AB9230                          SUPERSEDED SURVEY CONTROL
 AB9230
 AB9230.No superseded survey control is available for this station.
 AB9230
 AB9230_MARKER: I = METAL ROD
 AB9230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9230_STAMPING: U 466 1995
 AB9230_MARK LOGO: NGS
 AB9230_PROJECTION: FLUSH
 AB9230_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9230+STABILITY: POSITION/ELEVATION WELL
 AB9230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9230+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9230_ROD/PIPE-DEPTH: 14.6 meters
 AB9230_SLEEVE-DEPTH  : 9.1 meters
 AB9230
 AB9230  HISTORY     - Date     Condition        Report By
 AB9230  HISTORY     - 1995     MONUMENTED       NGS
 AB9230
 AB9230                          STATION DESCRIPTION
 AB9230
 AB9230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9230'IN HURON, AT THE INTERSECTION OF 3RD STREET SOUTHWEST AND THE
 AB9230'BURLINGTON NORTHERN RAILROAD, 72.1 M (236.5 FT) EAST OF THE CENTER OF
 AB9230'NEVADA AVENUE, 71.1 M (233.3 FT) NORTH OF THE STREET CENTERLINE, 63.3
 AB9230'M (207.7 FT) SOUTH OF THE CENTER OF SECOND STREET SOUTHWEST, 10.8 M
 AB9230'(35.4 FT) WEST OF THE NEAR RAIL, 1.2 M (3.9 FT) WEST OF A WITNESS POST
 AB9230'AND FENCE, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
 AB9230'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB9230'MONUMENT IS THE PROPERTY OF THE STATE FAIRGROUNDS, P.O. BOX 1275,
 AB9230'HURON, SD 57350, TELEPHONE NUMBER (605) 353-7340.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5834 ***********************************************************************
 AE5834  DESIGNATION -  U 467
 AE5834  PID         -  AE5834
 AE5834  STATE/COUNTY-  SD/SPINK
 AE5834  COUNTRY     -  US
 AE5834  USGS QUAD   -  FRANKFORT (2017)
 AE5834
 AE5834                         *CURRENT SURVEY CONTROL
 AE5834  ______________________________________________________________________
 AE5834* NAD 83(1986) POSITION- 44 52 44.     (N) 098 19 07.     (W)   SCALED
 AE5834* NAVD 88 ORTHO HEIGHT -   395.306 (meters)     1296.93  (feet) ADJUSTED
 AE5834  ______________________________________________________________________
 AE5834  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AE5834  DYNAMIC HEIGHT  -        395.264 (meters)     1296.80  (feet) COMP
 AE5834  MODELED GRAVITY -    980,500.9   (mgal)                       NAVD 88
 AE5834
 AE5834  VERT ORDER      -  FIRST     CLASS II
 AE5834
 AE5834.The horizontal coordinates were scaled from a map and have
 AE5834.an estimated accuracy of +/- 6 seconds.
 AE5834
 AE5834.The orthometric height was determined by differential leveling and
 AE5834.adjusted by the NATIONAL GEODETIC SURVEY
 AE5834.in July 1998.
 AE5834
 AE5834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5834.GEOID18 height accuracy estimate available here.
 AE5834
 AE5834.Click photographs - Photos may exist for this station.
 AE5834
 AE5834.The dynamic height is computed by dividing the NAVD 88
 AE5834.geopotential number by the normal gravity value computed on the
 AE5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5834.degrees latitude (g = 980.6199 gals.).
 AE5834
 AE5834.The modeled gravity was interpolated from observed gravity values.
 AE5834
 AE5834;                    North         East    Units  Estimated Accuracy
 AE5834;SPC SD N     -   117,560.      732,830.      MT  (+/- 180 meters Scaled)
 AE5834
 AE5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ538697(NAD 83)
 AE5834
 AE5834                          SUPERSEDED SURVEY CONTROL
 AE5834
 AE5834.No superseded survey control is available for this station.
 AE5834
 AE5834_MARKER: I = METAL ROD
 AE5834_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5834_STAMPING: U 467 1995
 AE5834_MARK LOGO: NGS
 AE5834_PROJECTION: FLUSH
 AE5834_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5834+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5834_ROD/PIPE-DEPTH: 6.8 meters
 AE5834_SLEEVE-DEPTH  : 0.9 meters
 AE5834
 AE5834  HISTORY     - Date     Condition        Report By
 AE5834  HISTORY     - 1995     MONUMENTED       NGS
 AE5834
 AE5834                          STATION DESCRIPTION
 AE5834
 AE5834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5834'15.7 KM (9.75 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5834'1ST STREET IN REDFIELD, 908.0 M (2979.0 FT) EAST OF MILEPOST 316, 30.8
 AE5834'M (101.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.7 M (54.8 FT) NORTH
 AE5834'OF THE CENTER OF A PAVED ROAD LEADING TO FRANKFORT, 1.6 M (5.2 FT)
 AE5834'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST OF THE WEST END OF
 AE5834'A FENCE, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO
 AE5834'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE5834'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4095 ***********************************************************************
 AE4095  DESIGNATION -  U 468
 AE4095  PID         -  AE4095
 AE4095  STATE/COUNTY-  SD/POTTER
 AE4095  COUNTRY     -  US
 AE4095  USGS QUAD   -  LAKE HURLEY (2017)
 AE4095
 AE4095                         *CURRENT SURVEY CONTROL
 AE4095  ______________________________________________________________________
 AE4095* NAD 83(1986) POSITION- 45 00 50.     (N) 100 11 43.     (W)   SCALED
 AE4095* NAVD 88 ORTHO HEIGHT -   570.750 (meters)     1872.54  (feet) ADJUSTED
 AE4095  ______________________________________________________________________
 AE4095  GEOID HEIGHT    -        -22.491 (meters)                     GEOID18
 AE4095  DYNAMIC HEIGHT  -        570.665 (meters)     1872.26  (feet) COMP
 AE4095  MODELED GRAVITY -    980,450.0   (mgal)                       NAVD 88
 AE4095
 AE4095  VERT ORDER      -  FIRST     CLASS II
 AE4095
 AE4095.The horizontal coordinates were scaled from a map and have
 AE4095.an estimated accuracy of +/- 6 seconds.
 AE4095
 AE4095.The orthometric height was determined by differential leveling and
 AE4095.adjusted by the NATIONAL GEODETIC SURVEY
 AE4095.in July 1998.
 AE4095
 AE4095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4095.GEOID18 height accuracy estimate available here.
 AE4095
 AE4095.Click photographs - Photos may exist for this station.
 AE4095
 AE4095.The dynamic height is computed by dividing the NAVD 88
 AE4095.geopotential number by the normal gravity value computed on the
 AE4095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4095.degrees latitude (g = 980.6199 gals.).
 AE4095
 AE4095.The modeled gravity was interpolated from observed gravity values.
 AE4095
 AE4095;                    North         East    Units  Estimated Accuracy
 AE4095;SPC SD N     -   131,210.      584,610.      MT  (+/- 180 meters Scaled)
 AE4095
 AE4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ058851(NAD 83)
 AE4095
 AE4095                          SUPERSEDED SURVEY CONTROL
 AE4095
 AE4095.No superseded survey control is available for this station.
 AE4095
 AE4095_MARKER: I = METAL ROD
 AE4095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4095_STAMPING: U 468 1996
 AE4095_MARK LOGO: NGS
 AE4095_PROJECTION: FLUSH
 AE4095_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4095+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4095_ROD/PIPE-DEPTH: 6.8 meters
 AE4095_SLEEVE-DEPTH  : 0.9 meters
 AE4095
 AE4095  HISTORY     - Date     Condition        Report By
 AE4095  HISTORY     - 1996     MONUMENTED       NGS
 AE4095  HISTORY     - 20120620 MARK NOT FOUND   INDIV
 AE4095
 AE4095                          STATION DESCRIPTION
 AE4095
 AE4095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4095'19.1 KM (11.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4095'OF EXENE STREET IN GETTYSBURG, 448.0 M (1469.8 FT) WEST OF MILEPOST
 AE4095'213, 30.6 M (100.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT)
 AE4095'WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER S1 W12 N6, 1.5 M (4.9
 AE4095'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A
 AE4095'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE4095'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE4095'CLASS A MARK.
 AE4095
 AE4095                          STATION RECOVERY (2012)
 AE4095
 AE4095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4140 ***********************************************************************
 AE4140  DESIGNATION -  U 469
 AE4140  PID         -  AE4140
 AE4140  STATE/COUNTY-  SD/FAULK
 AE4140  COUNTRY     -  US
 AE4140  USGS QUAD   -  FAULKTON WEST (2017)
 AE4140
 AE4140                         *CURRENT SURVEY CONTROL
 AE4140  ______________________________________________________________________
 AE4140* NAD 83(1986) POSITION- 45 02 04.     (N) 099 08 03.     (W)   SCALED
 AE4140* NAVD 88 ORTHO HEIGHT -   485.268 (meters)     1592.08  (feet) ADJUSTED
 AE4140  ______________________________________________________________________
 AE4140  GEOID HEIGHT    -        -23.607 (meters)                     GEOID18
 AE4140  DYNAMIC HEIGHT  -        485.203 (meters)     1591.87  (feet) COMP
 AE4140  MODELED GRAVITY -    980,468.2   (mgal)                       NAVD 88
 AE4140
 AE4140  VERT ORDER      -  FIRST     CLASS II
 AE4140
 AE4140.The horizontal coordinates were scaled from a map and have
 AE4140.an estimated accuracy of +/- 6 seconds.
 AE4140
 AE4140.The orthometric height was determined by differential leveling and
 AE4140.adjusted by the NATIONAL GEODETIC SURVEY
 AE4140.in July 1998.
 AE4140
 AE4140.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4140.GEOID18 height accuracy estimate available here.
 AE4140
 AE4140.Click photographs - Photos may exist for this station.
 AE4140
 AE4140.The dynamic height is computed by dividing the NAVD 88
 AE4140.geopotential number by the normal gravity value computed on the
 AE4140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4140.degrees latitude (g = 980.6199 gals.).
 AE4140
 AE4140.The modeled gravity was interpolated from observed gravity values.
 AE4140
 AE4140;                    North         East    Units  Estimated Accuracy
 AE4140;SPC SD N     -   133,840.      668,220.      MT  (+/- 180 meters Scaled)
 AE4140
 AE4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ894867(NAD 83)
 AE4140
 AE4140                          SUPERSEDED SURVEY CONTROL
 AE4140
 AE4140.No superseded survey control is available for this station.
 AE4140
 AE4140_MARKER: I = METAL ROD
 AE4140_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4140_STAMPING: U 469 1996
 AE4140_MARK LOGO: NGS
 AE4140_PROJECTION: FLUSH
 AE4140_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4140+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4140_ROD/PIPE-DEPTH: 5.4 meters
 AE4140_SLEEVE-DEPTH  : 0.9 meters
 AE4140
 AE4140  HISTORY     - Date     Condition        Report By
 AE4140  HISTORY     - 1996     MONUMENTED       NGS
 AE4140
 AE4140                          STATION DESCRIPTION
 AE4140
 AE4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4140'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4140'IN FAULKTON, 519.0 M (1702.8 FT) WEST OF MILEPOST 267, 10.1 M (33.1
 AE4140'FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.0 M (29.5 FT) WEST OF THE WEST
 AE4140'ENTRANCE DRIVEWAY TO A MOTEL, 7.1 M (23.3 FT) NORTH OF A MOTEL SIGN,
 AE4140'6.6 M (21.7 FT) EAST OF THE CENTER OF A DRIVEWAY, 2.0 M (6.6 FT) EAST
 AE4140'OF THE EXTENDED EAST WALL OF HOUSE NUMBER 1504, 2.0 M (6.6 FT) SOUTH
 AE4140'OF THE SOUTH HIGHWAY CURB, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AE4140'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4140'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4140'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5864 ***********************************************************************
 AE5864  DESIGNATION -  U 470
 AE5864  PID         -  AE5864
 AE5864  STATE/COUNTY-  SD/HAND
 AE5864  COUNTRY     -  US
 AE5864  USGS QUAD   -  ROCKHAM SW (2017)
 AE5864
 AE5864                         *CURRENT SURVEY CONTROL
 AE5864  ______________________________________________________________________
 AE5864* NAD 83(1986) POSITION- 44 49 23.     (N) 098 59 17.     (W)   SCALED
 AE5864* NAVD 88 ORTHO HEIGHT -   448.154 (meters)     1470.32  (feet) ADJUSTED
 AE5864  ______________________________________________________________________
 AE5864  GEOID HEIGHT    -        -24.125 (meters)                     GEOID18
 AE5864  DYNAMIC HEIGHT  -        448.089 (meters)     1470.11  (feet) COMP
 AE5864  MODELED GRAVITY -    980,457.7   (mgal)                       NAVD 88
 AE5864
 AE5864  VERT ORDER      -  FIRST     CLASS II
 AE5864
 AE5864.The horizontal coordinates were scaled from a map and have
 AE5864.an estimated accuracy of +/- 6 seconds.
 AE5864
 AE5864.The orthometric height was determined by differential leveling and
 AE5864.adjusted by the NATIONAL GEODETIC SURVEY
 AE5864.in July 1998.
 AE5864
 AE5864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5864.GEOID18 height accuracy estimate available here.
 AE5864
 AE5864.Click photographs - Photos may exist for this station.
 AE5864
 AE5864.The dynamic height is computed by dividing the NAVD 88
 AE5864.geopotential number by the normal gravity value computed on the
 AE5864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5864.degrees latitude (g = 980.6199 gals.).
 AE5864
 AE5864.The modeled gravity was interpolated from observed gravity values.
 AE5864
 AE5864;                    North         East    Units  Estimated Accuracy
 AE5864;SPC SD N     -   110,480.      680,030.      MT  (+/- 180 meters Scaled)
 AE5864
 AE5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009632(NAD 83)
 AE5864
 AE5864                          SUPERSEDED SURVEY CONTROL
 AE5864
 AE5864.No superseded survey control is available for this station.
 AE5864
 AE5864_MARKER: I = METAL ROD
 AE5864_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5864_STAMPING: U 470 1996
 AE5864_MARK LOGO: NGS
 AE5864_PROJECTION: FLUSH
 AE5864_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5864+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 AE5864_ROD/PIPE-DEPTH: 13.4 meters
 AE5864_SLEEVE-DEPTH  : 0.9 meters
 AE5864
 AE5864  HISTORY     - Date     Condition        Report By
 AE5864  HISTORY     - 1996     MONUMENTED       NGS
 AE5864  HISTORY     - 20121129 GOOD             SDDENR
 AE5864
 AE5864                          STATION DESCRIPTION
 AE5864
 AE5864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5864'33.9 KM (21.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5864'OFFICE IN MILLER, 664.0 M (2178.5 FT) SOUTH OF MILEPOST 133, 26.5 M
 AE5864'(86.9 FT) EAST OF THE HIGHWAY CENTERLINE, 15.1 M (49.5 FT) SOUTH OF
 AE5864'THE CENTER OF A GRAVELED ROAD, 7.1 M (23.3 FT) EAST OF THE CENTER OF A
 AE5864'FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE5864'HIGHWAY, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE.
 AE5864'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5864'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE5864
 AE5864                          STATION RECOVERY (2012)
 AE5864
 AE5864'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 AE5864'MARK RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4112 ***********************************************************************
 AE4112  DESIGNATION -  U 471
 AE4112  PID         -  AE4112
 AE4112  STATE/COUNTY-  SD/POTTER
 AE4112  COUNTRY     -  US
 AE4112  USGS QUAD   -  LEBANON (2017)
 AE4112
 AE4112                         *CURRENT SURVEY CONTROL
 AE4112  ______________________________________________________________________
 AE4112* NAD 83(1986) POSITION- 45 03 26.39   (N) 099 45 24.11   (W)   HD_HELD1
 AE4112* NAVD 88 ORTHO HEIGHT -   600.582 (meters)     1970.41  (feet) ADJUSTED
 AE4112  ______________________________________________________________________
 AE4112  GEOID HEIGHT    -        -22.551 (meters)                     GEOID18
 AE4112  DYNAMIC HEIGHT  -        600.497 (meters)     1970.13  (feet) COMP
 AE4112  MODELED GRAVITY -    980,456.2   (mgal)                       NAVD 88
 AE4112
 AE4112  VERT ORDER      -  FIRST     CLASS II
 AE4112
 AE4112.The horizontal coordinates were determined by differentially corrected
 AE4112.hand held GPS observations or other comparable positioning techniques
 AE4112.and have an estimated accuracy of +/- 3 meters.
 AE4112
 AE4112.The orthometric height was determined by differential leveling and
 AE4112.adjusted by the NATIONAL GEODETIC SURVEY
 AE4112.in July 1998.
 AE4112
 AE4112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4112.GEOID18 height accuracy estimate available here.
 AE4112
 AE4112.Click photographs - Photos may exist for this station.
 AE4112
 AE4112.The dynamic height is computed by dividing the NAVD 88
 AE4112.geopotential number by the normal gravity value computed on the
 AE4112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4112.degrees latitude (g = 980.6199 gals.).
 AE4112
 AE4112.The modeled gravity was interpolated from observed gravity values.
 AE4112
 AE4112;                    North         East    Units  Estimated Accuracy
 AE4112;SPC SD N     -   136,042.3     619,163.3     MT  (+/- 3 meters HH1 GPS) 
 AE4112
 AE4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4042089597(NAD 83)
 AE4112
 AE4112                          SUPERSEDED SURVEY CONTROL
 AE4112
 AE4112.No superseded survey control is available for this station.
 AE4112
 AE4112_MARKER: I = METAL ROD
 AE4112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4112_STAMPING: U 471 1996
 AE4112_MARK LOGO: NGS
 AE4112_PROJECTION: FLUSH
 AE4112_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4112+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4112_ROD/PIPE-DEPTH: 10.2 meters
 AE4112_SLEEVE-DEPTH  : 0.9 meters
 AE4112
 AE4112  HISTORY     - Date     Condition        Report By
 AE4112  HISTORY     - 1996     MONUMENTED       NGS
 AE4112  HISTORY     - 20120613 GOOD             INDIV
 AE4112
 AE4112                          STATION DESCRIPTION
 AE4112
 AE4112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4112'16.9 KM (10.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4112'OF EXENE STREET IN GETTYSBURG, 108.0 M (354.3 FT) WEST OF MILEPOST
 AE4112'236, 37.8 M (124.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.1 M (49.5
 AE4112'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 4.9 M (16.1 FT) NORTH OF A
 AE4112'UTILITY POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 AE4112'(2.0 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 AE4112'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE4112'THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4112
 AE4112                          STATION RECOVERY (2012)
 AE4112
 AE4112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0388 ***********************************************************************
 PS0388  DESIGNATION -  U 48 RESET
 PS0388  PID         -  PS0388
 PS0388  STATE/COUNTY-  SD/BUFFALO
 PS0388  COUNTRY     -  US
 PS0388  USGS QUAD   -  BIG BEND DAM (2017)
 PS0388
 PS0388                         *CURRENT SURVEY CONTROL
 PS0388  ______________________________________________________________________
 PS0388* NAD 83(1986) POSITION- 44 06 13.     (N) 099 26 18.     (W)   SCALED
 PS0388* NAVD 88 ORTHO HEIGHT -   466.24  (meters)     1529.7   (feet) RESET
 PS0388  ______________________________________________________________________
 PS0388  GEOID HEIGHT    -        -24.695 (meters)                     GEOID18
 PS0388  VERT ORDER      -  THIRD
 PS0388
 PS0388.The horizontal coordinates were scaled from a map and have
 PS0388.an estimated accuracy of +/- 6 seconds.
 PS0388
 PS0388.The orthometric height was computed from unverified reset data.
 PS0388
 PS0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0388.GEOID18 height accuracy estimate available here.
 PS0388
 PS0388.Click photographs - Photos may exist for this station.
 PS0388
 PS0388;                    North         East    Units  Estimated Accuracy
 PS0388;SPC SD S     -   197,050.      671,650.      MT  (+/- 180 meters Scaled)
 PS0388
 PS0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP649834(NAD 83)
 PS0388
 PS0388                          SUPERSEDED SURVEY CONTROL
 PS0388
 PS0388.No superseded survey control is available for this station.
 PS0388
 PS0388_MARKER: DB = BENCH MARK DISK
 PS0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0388_SP_SET: CULVERT
 PS0388_STAMPING: U 48 RESET 1962
 PS0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0388
 PS0388  HISTORY     - Date     Condition        Report By
 PS0388  HISTORY     - 1962     MONUMENTED       SDHD
 PS0388
 PS0388                          STATION DESCRIPTION
 PS0388
 PS0388'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1962
 PS0388'3.4 MI N FROM FORT THOMPSON.
 PS0388'IN BUFFALO COUNTY, 3.4 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM
 PS0388'FORT THOMPSON, BUFFALO COUNTY, AT THE BOTTOM OF A DRAW, IN THE
 PS0388'SOUTH CORNER OF THE TOP OF THE EAST HEADWALL OF A TWIN 7 FT X
 PS0388'7 FT X 96 FT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0529 ***********************************************************************
 PS0529  DESIGNATION -  U 49
 PS0529  PID         -  PS0529
 PS0529  STATE/COUNTY-  SD/HUGHES
 PS0529  COUNTRY     -  US
 PS0529  USGS QUAD   -  BLUNT SE (2017)
 PS0529
 PS0529                         *CURRENT SURVEY CONTROL
 PS0529  ______________________________________________________________________
 PS0529* NAD 83(1986) POSITION- 44 31 30.     (N) 099 45 53.     (W)   SCALED
 PS0529* NAVD 88 ORTHO HEIGHT -   545.663 (meters)     1790.23  (feet) ADJUSTED
 PS0529  ______________________________________________________________________
 PS0529  GEOID HEIGHT    -        -23.570 (meters)                     GEOID18
 PS0529  DYNAMIC HEIGHT  -        545.556 (meters)     1789.88  (feet) COMP
 PS0529  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 PS0529
 PS0529  VERT ORDER      -  SECOND    CLASS 0
 PS0529
 PS0529.The horizontal coordinates were scaled from a map and have
 PS0529.an estimated accuracy of +/- 6 seconds.
 PS0529
 PS0529.The orthometric height was determined by differential leveling and
 PS0529.adjusted by the NATIONAL GEODETIC SURVEY
 PS0529.in June 1991.
 PS0529
 PS0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0529.GEOID18 height accuracy estimate available here.
 PS0529
 PS0529.Click photographs - Photos may exist for this station.
 PS0529
 PS0529.The dynamic height is computed by dividing the NAVD 88
 PS0529.geopotential number by the normal gravity value computed on the
 PS0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0529.degrees latitude (g = 980.6199 gals.).
 PS0529
 PS0529.The modeled gravity was interpolated from observed gravity values.
 PS0529
 PS0529;                    North         East    Units  Estimated Accuracy
 PS0529;SPC SD S     -   243,650.      645,200.      MT  (+/- 180 meters Scaled)
 PS0529
 PS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ392304(NAD 83)
 PS0529
 PS0529                          SUPERSEDED SURVEY CONTROL
 PS0529
 PS0529  NGVD 29 (??/??/92)  545.302  (m)         1789.05   (f) ADJ UNCH    2 0
 PS0529
 PS0529.Superseded values are not recommended for survey control.
 PS0529
 PS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0529.See file dsdata.pdf to determine how the superseded data were derived.
 PS0529
 PS0529_MARKER: DB = BENCH MARK DISK
 PS0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0529_STAMPING: U 49 1934
 PS0529_MARK LOGO: CGS
 PS0529_PROJECTION: PROJECTING 13 CENTIMETERS
 PS0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0529+STABILITY: SURFACE MOTION
 PS0529
 PS0529  HISTORY     - Date     Condition        Report By
 PS0529  HISTORY     - 1934     MONUMENTED       CGS
 PS0529  HISTORY     - 1940     GOOD             CGS
 PS0529  HISTORY     - 19941129 MARK NOT FOUND   NGS
 PS0529
 PS0529                          STATION DESCRIPTION
 PS0529
 PS0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0529'1.2 MI W FROM HARROLD.
 PS0529'ABOUT 1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0529'FROM THE STATION AT HARROLD, HUGHES COUNTY, ABOUT 6 POLES WEST
 PS0529'OF MILEPOST 441, AT A SECTION-LINE ROAD CROSSING, 97.1 FEET
 PS0529'NORTH OF THE NORTH RAIL, 28.5 FEET EAST OF THE CENTER LINE OF
 PS0529'THE ROAD, 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE CORNER, 0.8 FOOT
 PS0529'SOUTH OF A WHITE REFERENCE POST, AND ABOUT 1 FOOT LOWER THAN
 PS0529'THE TRACK.  A STANDARD DISK, STAMPED U 49 1934 AND SET IN THE
 PS0529'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PS0529
 PS0529                          STATION RECOVERY (1940)
 PS0529
 PS0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0529'RECOVERED IN GOOD CONDITION.
 PS0529
 PS0529                          STATION RECOVERY (1994)
 PS0529
 PS0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0529'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0342 ***********************************************************************
 OQ0342  DESIGNATION -  U 5
 OQ0342  PID         -  OQ0342
 OQ0342  STATE/COUNTY-  SD/MCCOOK
 OQ0342  COUNTRY     -  US
 OQ0342  USGS QUAD   -  MONTROSE (2017)
 OQ0342
 OQ0342                         *CURRENT SURVEY CONTROL
 OQ0342  ______________________________________________________________________
 OQ0342* NAD 83(1986) POSITION- 43 41 16.     (N) 097 10 08.     (W)   SCALED
 OQ0342* NAVD 88 ORTHO HEIGHT -   469.075 (meters)     1538.96  (feet) ADJUSTED
 OQ0342  ______________________________________________________________________
 OQ0342  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 OQ0342  DYNAMIC HEIGHT  -        468.954 (meters)     1538.56  (feet) COMP
 OQ0342  MODELED GRAVITY -    980,346.4   (mgal)                       NAVD 88
 OQ0342
 OQ0342  VERT ORDER      -  FIRST     CLASS II
 OQ0342
 OQ0342.The horizontal coordinates were scaled from a map and have
 OQ0342.an estimated accuracy of +/- 6 seconds.
 OQ0342
 OQ0342.The orthometric height was determined by differential leveling and
 OQ0342.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0342.in June 1991.
 OQ0342
 OQ0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0342.GEOID18 height accuracy estimate available here.
 OQ0342
 OQ0342.Click photographs - Photos may exist for this station.
 OQ0342
 OQ0342.The dynamic height is computed by dividing the NAVD 88
 OQ0342.geopotential number by the normal gravity value computed on the
 OQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0342.degrees latitude (g = 980.6199 gals.).
 OQ0342
 OQ0342.The modeled gravity was interpolated from observed gravity values.
 OQ0342
 OQ0342;                    North         East    Units  Estimated Accuracy
 OQ0342;SPC SD S     -   155,330.      855,050.      MT  (+/- 180 meters Scaled)
 OQ0342
 OQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP475388(NAD 83)
 OQ0342
 OQ0342                          SUPERSEDED SURVEY CONTROL
 OQ0342
 OQ0342  NGVD 29 (??/??/92)  468.782  (m)         1538.00   (f) ADJ UNCH    1 2
 OQ0342
 OQ0342.Superseded values are not recommended for survey control.
 OQ0342
 OQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0342.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0342
 OQ0342_MARKER: DB = BENCH MARK DISK
 OQ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0342_STAMPING: 1537.996 U 5 1925
 OQ0342_MARK LOGO: CGS
 OQ0342_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0342+STABILITY: SURFACE MOTION
 OQ0342
 OQ0342  HISTORY     - Date     Condition        Report By
 OQ0342  HISTORY     - 1925     MONUMENTED       CGS
 OQ0342  HISTORY     - 1961     MARK NOT FOUND   USGS
 OQ0342  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0342
 OQ0342                          STATION DESCRIPTION
 OQ0342
 OQ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0342'1.3 MI SE FROM MONTROSE.
 OQ0342'ABOUT 1-1/3 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0342'AND OMAHA RAILWAY FROM MONTROSE, MC COOK COUNTY, ABOUT 150 FEET
 OQ0342'NORTH OF THE INTERSECTION OF STATE HIGHWAY 38 AND A COUNTY ROAD,
 OQ0342'36 FEET WEST OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF
 OQ0342'THE CENTER LINE OF THE TRACK, NEAR A CATTLE GUARD, 12 FEET
 OQ0342'SOUTHEAST OF THE SOUTHEAST CORNER OF A FIELD, IN LINE WITH A ROW OF
 OQ0342'POLES, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 OQ0342'STAMPED 1537.996 U 5 1925 AND SET IN THE TOP OF A CONCRETE POST
 OQ0342'PROJECTING ABOUT 1 INCH ABOVE GROUND.  NOTE-- THE CHICAGO, ST. PAUL,
 OQ0342'MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0342
 OQ0342                          STATION RECOVERY (1961)
 OQ0342
 OQ0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OQ0342'MARK NOT FOUND.
 OQ0342
 OQ0342                          STATION RECOVERY (2012)
 OQ0342
 OQ0342'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0306 ***********************************************************************
 PS0306  DESIGNATION -  U 50
 PS0306  PID         -  PS0306
 PS0306  STATE/COUNTY-  SD/HAND
 PS0306  COUNTRY     -  US
 PS0306  USGS QUAD   -  REE HEIGHTS SE (2017)
 PS0306
 PS0306                         *CURRENT SURVEY CONTROL
 PS0306  ______________________________________________________________________
 PS0306* NAD 83(1986) POSITION- 44 30 55.46   (N) 099 00 42.18   (W)   HD_HELD1
 PS0306* NAVD 88 ORTHO HEIGHT -   483.835 (meters)     1587.38  (feet) ADJUSTED
 PS0306  ______________________________________________________________________
 PS0306  GEOID HEIGHT    -        -24.445 (meters)                     GEOID18
 PS0306  DYNAMIC HEIGHT  -        483.742 (meters)     1587.08  (feet) COMP
 PS0306  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 PS0306
 PS0306  VERT ORDER      -  SECOND    CLASS 0
 PS0306
 PS0306.The horizontal coordinates were determined by differentially corrected
 PS0306.hand held GPS observations or other comparable positioning techniques
 PS0306.and have an estimated accuracy of +/- 3 meters.
 PS0306
 PS0306.The orthometric height was determined by differential leveling and
 PS0306.adjusted by the NATIONAL GEODETIC SURVEY
 PS0306.in June 1991.
 PS0306
 PS0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0306.GEOID18 height accuracy estimate available here.
 PS0306
 PS0306.Click photographs - Photos may exist for this station.
 PS0306
 PS0306.The dynamic height is computed by dividing the NAVD 88
 PS0306.geopotential number by the normal gravity value computed on the
 PS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0306.degrees latitude (g = 980.6199 gals.).
 PS0306
 PS0306.The modeled gravity was interpolated from observed gravity values.
 PS0306
 PS0306;                    North         East    Units  Estimated Accuracy
 PS0306;SPC SD N     -    76,273.1     678,573.7     MT  (+/- 3 meters HH1 GPS) 
 PS0306
 PS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ9906829120(NAD 83)
 PS0306
 PS0306                          SUPERSEDED SURVEY CONTROL
 PS0306
 PS0306  NGVD 29 (??/??/92)  483.506  (m)         1586.30   (f) ADJ UNCH    2 0
 PS0306
 PS0306.Superseded values are not recommended for survey control.
 PS0306
 PS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0306.See file dsdata.pdf to determine how the superseded data were derived.
 PS0306
 PS0306_MARKER: DB = BENCH MARK DISK
 PS0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0306_SP_SET: CULVERT HEADWALL
 PS0306_STAMPING: U 50 1934
 PS0306_MARK LOGO: CGS
 PS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0306+STABILITY: SURFACE MOTION
 PS0306
 PS0306  HISTORY     - Date     Condition        Report By
 PS0306  HISTORY     - 1934     MONUMENTED       CGS
 PS0306  HISTORY     - 19941102 MARK NOT FOUND   NGS
 PS0306
 PS0306                          STATION DESCRIPTION
 PS0306
 PS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0306'1.1 MI W FROM MILLER.
 PS0306'ABOUT 1.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0306'FROM THE CITY WATER TANK AT MILLER, HAND COUNTY, ABOUT 1 POLE
 PS0306'WEST OF MILEPOST 404, OPPOSITE RAILROAD CULVERT 187, IN THE
 PS0306'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A CULVERT
 PS0306'UNDER U.S. HIGHWAY 14, 118 FEET NORTH OF THE CENTER LINE OF THE
 PS0306'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 PS0306'U 50 1934.
 PS0306
 PS0306                          STATION RECOVERY (1994)
 PS0306
 PS0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0306'THE CULVERT AND HEADWALL HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0091 ***********************************************************************
 PS0091  DESIGNATION -  U 51
 PS0091  PID         -  PS0091
 PS0091  STATE/COUNTY-  SD/BEADLE
 PS0091  COUNTRY     -  US
 PS0091  USGS QUAD   -  BROADLAND (2017)
 PS0091
 PS0091                         *CURRENT SURVEY CONTROL
 PS0091  ______________________________________________________________________
 PS0091* NAD 83(1986) POSITION- 44 23 15.     (N) 098 20 12.     (W)   SCALED
 PS0091* NAVD 88 ORTHO HEIGHT -   402.588 (meters)     1320.82  (feet) ADJUSTED
 PS0091  ______________________________________________________________________
 PS0091  GEOID HEIGHT    -        -24.988 (meters)                     GEOID18
 PS0091  DYNAMIC HEIGHT  -        402.520 (meters)     1320.60  (feet) COMP
 PS0091  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 PS0091
 PS0091  VERT ORDER      -  SECOND    CLASS 0
 PS0091
 PS0091.The horizontal coordinates were scaled from a map and have
 PS0091.an estimated accuracy of +/- 6 seconds.
 PS0091
 PS0091.The orthometric height was determined by differential leveling and
 PS0091.adjusted by the NATIONAL GEODETIC SURVEY
 PS0091.in June 1991.
 PS0091
 PS0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0091.GEOID18 height accuracy estimate available here.
 PS0091
 PS0091.Click photographs - Photos may exist for this station.
 PS0091
 PS0091.The dynamic height is computed by dividing the NAVD 88
 PS0091.geopotential number by the normal gravity value computed on the
 PS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0091.degrees latitude (g = 980.6199 gals.).
 PS0091
 PS0091.The modeled gravity was interpolated from observed gravity values.
 PS0091
 PS0091;                    North         East    Units  Estimated Accuracy
 PS0091;SPC SD N     -    62,940.      732,530.      MT  (+/- 180 meters Scaled)
 PS0091
 PS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ528151(NAD 83)
 PS0091
 PS0091                          SUPERSEDED SURVEY CONTROL
 PS0091
 PS0091  NGVD 29 (??/??/92)  402.302  (m)         1319.89   (f) ADJ UNCH    2 0
 PS0091
 PS0091.Superseded values are not recommended for survey control.
 PS0091
 PS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0091.See file dsdata.pdf to determine how the superseded data were derived.
 PS0091
 PS0091_MARKER: DB = BENCH MARK DISK
 PS0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0091_STAMPING: U 51 1934
 PS0091_MARK LOGO: CGS
 PS0091_PROJECTION: FLUSH
 PS0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0091+STABILITY: SURFACE MOTION
 PS0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0091+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0091
 PS0091  HISTORY     - Date     Condition        Report By
 PS0091  HISTORY     - 1934     MONUMENTED       CGS
 PS0091  HISTORY     - 19941102 GOOD             NGS
 PS0091  HISTORY     - 19950101 GOOD             SDDENR
 PS0091
 PS0091                          STATION DESCRIPTION
 PS0091
 PS0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0091'6.6 MI W FROM HURON.
 PS0091'ABOUT 6.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0091'FROM THE POST OFFICE AT HURON, BEADLE COUNTY, ABOUT 1 POLE WEST
 PS0091'OF MILEPOST 369, AT A ROAD CROSSING, ABOUT 62 FEET WEST OF THE
 PS0091'CENTER LINE OF THE ROAD, ABOUT 100 FEET SOUTH OF THE CENTER LINE
 PS0091'OF THE TRACK, 32 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, 1
 PS0091'FOOT NORTH OF THE FENCE, AND ABOUT LEVEL WITH THE TRACK.  A
 PS0091'STANDARD DISK, STAMPED U 51 1934 AND SET IN THE TOP OF A CONCRETE
 PS0091'POST.
 PS0091
 PS0091                          STATION RECOVERY (1994)
 PS0091
 PS0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0091'10.3 KM (6.40 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0091'STATE HIGHWAY 37 IN HURON, THENCE 1.9 KM (1.20 MI) NORTHERLY ALONG A
 PS0091'PAVED ROAD, 29.1 M (95.5 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA,
 PS0091'MINNESOTA AND EASTERN RAILROAD, 19.0 M (62.3 FT) WEST OF AND LEVEL
 PS0091'WITH THE ROAD CENTERLINE, 0.4 M (1.3 FT) NORTH OF A METAL GUARD POST,
 PS0091'0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.04
 PS0091'M (0.13 FT) ABOVE THE GROUND SURFACE.
 PS0091
 PS0091                          STATION RECOVERY (1995)
 PS0091
 PS0091'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0091'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0573 ***********************************************************************
 PR0573  DESIGNATION -  U 52
 PR0573  PID         -  PR0573
 PR0573  STATE/COUNTY-  SD/KINGSBURY
 PR0573  COUNTRY     -  US
 PR0573  USGS QUAD   -  DE SMET (2017)
 PR0573
 PR0573                         *CURRENT SURVEY CONTROL
 PR0573  ______________________________________________________________________
 PR0573* NAD 83(1986) POSITION- 44 23 23.     (N) 097 34 16.     (W)   SCALED
 PR0573* NAVD 88 ORTHO HEIGHT -   533.534 (meters)     1750.44  (feet) ADJUSTED
 PR0573  ______________________________________________________________________
 PR0573  GEOID HEIGHT    -        -25.074 (meters)                     GEOID18
 PR0573  DYNAMIC HEIGHT  -        533.433 (meters)     1750.10  (feet) COMP
 PR0573  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 PR0573
 PR0573  VERT ORDER      -  SECOND    CLASS 0
 PR0573
 PR0573.The horizontal coordinates were scaled from a map and have
 PR0573.an estimated accuracy of +/- 6 seconds.
 PR0573
 PR0573.The orthometric height was determined by differential leveling and
 PR0573.adjusted by the NATIONAL GEODETIC SURVEY
 PR0573.in June 1991.
 PR0573
 PR0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0573.GEOID18 height accuracy estimate available here.
 PR0573
 PR0573.Click photographs - Photos may exist for this station.
 PR0573
 PR0573.The dynamic height is computed by dividing the NAVD 88
 PR0573.geopotential number by the normal gravity value computed on the
 PR0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0573.degrees latitude (g = 980.6199 gals.).
 PR0573
 PR0573.The modeled gravity was interpolated from observed gravity values.
 PR0573
 PR0573;                    North         East    Units  Estimated Accuracy
 PR0573;SPC SD N     -    64,730.      793,500.      MT  (+/- 180 meters Scaled)
 PR0573
 PR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ138161(NAD 83)
 PR0573
 PR0573                          SUPERSEDED SURVEY CONTROL
 PR0573
 PR0573  NGVD 29 (??/??/92)  533.230  (m)         1749.44   (f) ADJ UNCH    2 0
 PR0573
 PR0573.Superseded values are not recommended for survey control.
 PR0573
 PR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0573.See file dsdata.pdf to determine how the superseded data were derived.
 PR0573
 PR0573_MARKER: DB = BENCH MARK DISK
 PR0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0573_STAMPING: U 52 1934
 PR0573_MARK LOGO: CGS
 PR0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0573+STABILITY: SURFACE MOTION
 PR0573
 PR0573  HISTORY     - Date     Condition        Report By
 PR0573  HISTORY     - 1934     MONUMENTED       CGS
 PR0573  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0573
 PR0573                          STATION DESCRIPTION
 PR0573
 PR0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0573'1.5 MI W FROM DE SMET.
 PR0573'ABOUT 1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0573'FROM THE STATION AT DE SMET, KINGSBURY COUNTY, ABOUT 7 POLES
 PR0573'EAST OF MILEPOST 331, AT A ROAD CROSSING, 32 FEET EAST OF THE
 PR0573'CENTER LINE OF THE ROAD, 96 FEET NORTH OF THE CENTER LINE OF THE
 PR0573'TRACK, 4 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT
 PR0573'1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED U 52 1934
 PR0573'AND SET IN THE TOP OF A CONCRETE POST.
 PR0573
 PR0573                          STATION RECOVERY (1971)
 PR0573
 PR0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0552 ***********************************************************************
 PR0552  DESIGNATION -  U 53
 PR0552  PID         -  PR0552
 PR0552  STATE/COUNTY-  SD/MINER
 PR0552  COUNTRY     -  US
 PR0552  USGS QUAD   -  HOWARD (2017)
 PR0552
 PR0552                         *CURRENT SURVEY CONTROL
 PR0552  ______________________________________________________________________
 PR0552* NAD 83(1986) POSITION- 44 00 30.     (N) 097 30 50.     (W)   SCALED
 PR0552* NAVD 88 ORTHO HEIGHT -   472.485 (meters)     1550.14  (feet) ADJUSTED
 PR0552  ______________________________________________________________________
 PR0552  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 PR0552  DYNAMIC HEIGHT  -        472.378 (meters)     1549.79  (feet) COMP
 PR0552  MODELED GRAVITY -    980,376.9   (mgal)                       NAVD 88
 PR0552
 PR0552  VERT ORDER      -  SECOND    CLASS 0
 PR0552
 PR0552.The horizontal coordinates were scaled from a map and have
 PR0552.an estimated accuracy of +/- 6 seconds.
 PR0552
 PR0552.The orthometric height was determined by differential leveling and
 PR0552.adjusted by the NATIONAL GEODETIC SURVEY
 PR0552.in June 1991.
 PR0552
 PR0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0552.GEOID18 height accuracy estimate available here.
 PR0552
 PR0552.Click photographs - Photos may exist for this station.
 PR0552
 PR0552.The dynamic height is computed by dividing the NAVD 88
 PR0552.geopotential number by the normal gravity value computed on the
 PR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0552.degrees latitude (g = 980.6199 gals.).
 PR0552
 PR0552.The modeled gravity was interpolated from observed gravity values.
 PR0552
 PR0552;                    North         East    Units  Estimated Accuracy
 PR0552;SPC SD S     -   189,920.      826,050.      MT  (+/- 180 meters Scaled)
 PR0552
 PR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP191738(NAD 83)
 PR0552
 PR0552                          SUPERSEDED SURVEY CONTROL
 PR0552
 PR0552  NGVD 29 (??/??/92)  472.192  (m)         1549.18   (f) ADJ UNCH    2 0
 PR0552
 PR0552.Superseded values are not recommended for survey control.
 PR0552
 PR0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0552.See file dsdata.pdf to determine how the superseded data were derived.
 PR0552
 PR0552_MARKER: DB = BENCH MARK DISK
 PR0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0552_SP_SET: BRIDGE
 PR0552_STAMPING: U 53 1934
 PR0552_MARK LOGO: CGS
 PR0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0552
 PR0552  HISTORY     - Date     Condition        Report By
 PR0552  HISTORY     - 1934     MONUMENTED       CGS
 PR0552
 PR0552                          STATION DESCRIPTION
 PR0552
 PR0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0552'1.1 MI E FROM HOWARD.
 PR0552'1.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0552'PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT HOWARD, MINER COUNTY,
 PR0552'AT THE FIRST HIGHWAY BRIDGE EAST OF THE TOWN, IN THE
 PR0552'CENTER OF THE TOP OF THE SOUTHWEST CONCRETE WING WALL, AND
 PR0552'ABOUT 2 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK,
 PR0552'STAMPED U 53 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0301 ***********************************************************************
 PR0301  DESIGNATION -  U 55
 PR0301  PID         -  PR0301
 PR0301  STATE/COUNTY-  SD/DEUEL
 PR0301  COUNTRY     -  US
 PR0301  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0301
 PR0301                         *CURRENT SURVEY CONTROL
 PR0301  ______________________________________________________________________
 PR0301* NAD 83(2011) POSITION- 44 39 49.35238(N) 096 37 30.16333(W)   ADJUSTED
 PR0301* NAD 83(2011) ELLIP HT-   539.110 (meters)        (06/27/12)   ADJUSTED
 PR0301* NAD 83(2011) EPOCH   -  2010.00
 PR0301* NAVD 88 ORTHO HEIGHT -   564.393 (meters)     1851.68  (feet) ADJUSTED
 PR0301  ______________________________________________________________________
 PR0301  GEOID HEIGHT    -        -25.262 (meters)                     GEOID18
 PR0301  NAD 83(2011) X  -   -524,284.671 (meters)                     COMP
 PR0301  NAD 83(2011) Y  - -4,513,977.231 (meters)                     COMP
 PR0301  NAD 83(2011) Z  -  4,461,224.325 (meters)                     COMP
 PR0301  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 PR0301  DYNAMIC HEIGHT  -        564.303 (meters)     1851.38  (feet) COMP
 PR0301  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 PR0301
 PR0301  VERT ORDER      -  SECOND    CLASS 0
 PR0301
 PR0301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PR0301  Standards:
 PR0301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PR0301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PR0301  -------------------------------------------------------------------
 PR0301  NETWORK    0.39   0.80           0.18   0.13   0.41     -0.01922670
 PR0301  -------------------------------------------------------------------
 PR0301  Click here for local accuracies and other accuracy information.
 PR0301
 PR0301.The horizontal coordinates were established by GPS observations
 PR0301.and adjusted by the National Geodetic Survey in June 2012.
 PR0301
 PR0301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PR0301.been affixed to the stable North American tectonic plate. See 
 PR0301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PR0301
 PR0301.The horizontal coordinates are valid at the epoch date displayed above
 PR0301.which is a decimal equivalence of Year/Month/Day.
 PR0301
 PR0301.The orthometric height was determined by differential leveling and
 PR0301.adjusted by the NATIONAL GEODETIC SURVEY
 PR0301.in June 1991.
 PR0301
 PR0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0301.GEOID18 height accuracy estimate available here.
 PR0301
 PR0301.Click photographs - Photos may exist for this station.
 PR0301
 PR0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR0301
 PR0301.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0301
 PR0301.The ellipsoidal height was determined by GPS observations
 PR0301.and is referenced to NAD 83.
 PR0301
 PR0301.The dynamic height is computed by dividing the NAVD 88
 PR0301.geopotential number by the normal gravity value computed on the
 PR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0301.degrees latitude (g = 980.6199 gals.).
 PR0301
 PR0301.The modeled gravity was interpolated from observed gravity values.
 PR0301
 PR0301. The following values were computed from the NAD 83(2011) position.
 PR0301
 PR0301;                    North         East     Units Scale Factor Converg.
 PR0301;SPC SD N     -    97,851.189   867,568.762   MT  0.99996185   +2 23 18.9
 PR0301;SPC SD N     -   321,033.44  2,846,348.51   sFT  0.99996185   +2 23 18.9
 PR0301;UTM  14      - 4,948,337.574   688,275.171   MT  1.00003592   +1 40 11.8
 PR0301
 PR0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0301!SPC SD N     -   0.99991548  x   0.99996185  =   0.99987733
 PR0301!UTM  14      -   0.99991548  x   1.00003592  =   0.99995140
 PR0301
 PR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8827548337(NAD 83)
 PR0301
 PR0301                          SUPERSEDED SURVEY CONTROL
 PR0301
 PR0301  NAD 83(2007)-  44 39 49.35225(N)    096 37 30.16425(W) AD(2002.00) 0
 PR0301  ELLIP H (02/10/07)  539.147  (m)                       GP(2002.00)    
 PR0301  NAD 83(1996)-  44 39 49.35189(N)    096 37 30.16375(W) AD(       ) 1
 PR0301  ELLIP H (07/31/03)  539.187  (m)                       GP(       ) 3 1
 PR0301  NAVD 88             564.39   (m)         1851.7    (f) LEVELING    3  
 PR0301  NGVD 29 (??/??/92)  564.134  (m)         1850.83   (f) ADJ UNCH    2 0
 PR0301
 PR0301.Superseded values are not recommended for survey control.
 PR0301
 PR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0301.See file dsdata.pdf to determine how the superseded data were derived.
 PR0301
 PR0301_MARKER: DB = BENCH MARK DISK
 PR0301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0301_SP_SET: CULVERT HEADWALL
 PR0301_STAMPING: U 55 1934
 PR0301_MARK LOGO: CGS
 PR0301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0301+STABILITY: SURFACE MOTION
 PR0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0301+SATELLITE: SATELLITE OBSERVATIONS - 2002
 PR0301
 PR0301  HISTORY     - Date     Condition        Report By
 PR0301  HISTORY     - 1934     MONUMENTED       CGS
 PR0301  HISTORY     - 2002     GOOD             MNDT
 PR0301
 PR0301                          STATION DESCRIPTION
 PR0301
 PR0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0301'AT BRANDT.
 PR0301'AT BRANDT, DEUEL COUNTY, 2 BLOCKS EAST OF THE CHICAGO, ROCK
 PR0301'ISLAND AND PACIFIC RAILWAY STATION, ON MAIN STREET, AT A 2-FOOT
 PR0301'CONCRETE CULVERT, IN THE SOUTH CONCRETE HEAD WALL, AND ABOUT 1
 PR0301'FOOT HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED U 55 1934.
 PR0301
 PR0301                          STATION RECOVERY (2002)
 PR0301
 PR0301'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PR0301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0632 ***********************************************************************
 PR0632  DESIGNATION -  U 56
 PR0632  PID         -  PR0632
 PR0632  STATE/COUNTY-  SD/CLARK
 PR0632  COUNTRY     -  US
 PR0632  USGS QUAD   -  VIENNA EAST (2017)
 PR0632
 PR0632                         *CURRENT SURVEY CONTROL
 PR0632  ______________________________________________________________________
 PR0632* NAD 83(1986) POSITION- 44 42 19.     (N) 097 29 47.     (W)   SCALED
 PR0632* NAVD 88 ORTHO HEIGHT -   559.008 (meters)     1834.01  (feet) ADJUSTED
 PR0632  ______________________________________________________________________
 PR0632  GEOID HEIGHT    -        -24.747 (meters)                     GEOID18
 PR0632  DYNAMIC HEIGHT  -        558.919 (meters)     1833.72  (feet) COMP
 PR0632  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 PR0632
 PR0632  VERT ORDER      -  SECOND    CLASS 0
 PR0632
 PR0632.The horizontal coordinates were scaled from a map and have
 PR0632.an estimated accuracy of +/- 6 seconds.
 PR0632
 PR0632.The orthometric height was determined by differential leveling and
 PR0632.adjusted by the NATIONAL GEODETIC SURVEY
 PR0632.in June 1991.
 PR0632
 PR0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0632.GEOID18 height accuracy estimate available here.
 PR0632
 PR0632.Click photographs - Photos may exist for this station.
 PR0632
 PR0632.The dynamic height is computed by dividing the NAVD 88
 PR0632.geopotential number by the normal gravity value computed on the
 PR0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0632.degrees latitude (g = 980.6199 gals.).
 PR0632
 PR0632.The modeled gravity was interpolated from observed gravity values.
 PR0632
 PR0632;                    North         East    Units  Estimated Accuracy
 PR0632;SPC SD N     -    99,960.      798,370.      MT  (+/- 180 meters Scaled)
 PR0632
 PR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ191513(NAD 83)
 PR0632
 PR0632                          SUPERSEDED SURVEY CONTROL
 PR0632
 PR0632  NGVD 29 (??/??/92)  558.720  (m)         1833.07   (f) ADJ UNCH    2 0
 PR0632
 PR0632.Superseded values are not recommended for survey control.
 PR0632
 PR0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0632.See file dsdata.pdf to determine how the superseded data were derived.
 PR0632
 PR0632_MARKER: DB = BENCH MARK DISK
 PR0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0632_STAMPING: U 56 1934
 PR0632_MARK LOGO: CGS
 PR0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0632+STABILITY: SURFACE MOTION
 PR0632
 PR0632  HISTORY     - Date     Condition        Report By
 PR0632  HISTORY     - 1934     MONUMENTED       CGS
 PR0632
 PR0632                          STATION DESCRIPTION
 PR0632
 PR0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0632'AT VIENNA.
 PR0632'AT VIENNA, CLARK COUNTY, ABOUT 175 FEET SOUTH OF THE CROSSING
 PR0632'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND THE
 PR0632'GREAT NORTHERN RAILWAY, ABOUT 75 FEET SOUTHWEST OF THE SOUTHWEST
 PR0632'CORNER OF THE STATION, ABOUT 60 FEET WEST OF THE CHICAGO,
 PR0632'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, ABOUT 60 FEET SOUTHEAST
 PR0632'OF THE GREAT NORTHERN RAILWAY, AND ABOUT 3 FEET HIGHER THAN THE
 PR0632'TRACKS.  A STANDARD DISK, STAMPED U 56 1934 AND SET IN THE TOP
 PR0632'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0272 ***********************************************************************
 QQ0272  DESIGNATION -  U 57
 QQ0272  PID         -  QQ0272
 QQ0272  STATE/COUNTY-  SD/DAY
 QQ0272  COUNTRY     -  US
 QQ0272  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0272
 QQ0272                         *CURRENT SURVEY CONTROL
 QQ0272  ______________________________________________________________________
 QQ0272* NAD 83(1986) POSITION- 45 15 35.     (N) 097 42 40.     (W)   SCALED
 QQ0272* NAVD 88 ORTHO HEIGHT -   555.666 (meters)     1823.05  (feet) ADJUSTED
 QQ0272  ______________________________________________________________________
 QQ0272  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 QQ0272  DYNAMIC HEIGHT  -        555.600 (meters)     1822.83  (feet) COMP
 QQ0272  MODELED GRAVITY -    980,480.6   (mgal)                       NAVD 88
 QQ0272
 QQ0272  VERT ORDER      -  SECOND    CLASS 0
 QQ0272
 QQ0272.The horizontal coordinates were scaled from a map and have
 QQ0272.an estimated accuracy of +/- 6 seconds.
 QQ0272
 QQ0272.The orthometric height was determined by differential leveling and
 QQ0272.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0272.in June 1991.
 QQ0272
 QQ0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0272.GEOID18 height accuracy estimate available here.
 QQ0272
 QQ0272.Click photographs - Photos may exist for this station.
 QQ0272
 QQ0272.The dynamic height is computed by dividing the NAVD 88
 QQ0272.geopotential number by the normal gravity value computed on the
 QQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0272.degrees latitude (g = 980.6199 gals.).
 QQ0272
 QQ0272.The modeled gravity was interpolated from observed gravity values.
 QQ0272
 QQ0272;                    North         East    Units  Estimated Accuracy
 QQ0272;SPC SD N     -   161,040.      779,620.      MT  (+/- 180 meters Scaled)
 QQ0272
 QQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR011126(NAD 83)
 QQ0272
 QQ0272                          SUPERSEDED SURVEY CONTROL
 QQ0272
 QQ0272  NGVD 29 (??/??/92)  555.364  (m)         1822.06   (f) ADJ UNCH    2 0
 QQ0272
 QQ0272.Superseded values are not recommended for survey control.
 QQ0272
 QQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0272.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0272
 QQ0272_MARKER: DB = BENCH MARK DISK
 QQ0272_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0272_SP_SET: STEP
 QQ0272_STAMPING: U 57 1934
 QQ0272_MARK LOGO: CGS
 QQ0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0272
 QQ0272  HISTORY     - Date     Condition        Report By
 QQ0272  HISTORY     - 1934     MONUMENTED       CGS
 QQ0272
 QQ0272                          STATION DESCRIPTION
 QQ0272
 QQ0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0272'AT BUTLER.
 QQ0272'AT BUTLER, DAY COUNTY, ON MAIN STREET, AT THE SOUTH ENTRANCE
 QQ0272'TO THE FARMERS STATE BANK, IN THE TOP OF THE EAST END OF THE
 QQ0272'BOTTOM CONCRETE STEP, AND ABOUT 6 INCHES HIGHER THAN THE SIDEWALK.
 QQ0272'A STANDARD DISK, STAMPED U 57 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0012 ***********************************************************************
 PS0012  DESIGNATION -  U 58
 PS0012  PID         -  PS0012
 PS0012  STATE/COUNTY-  SD/SPINK
 PS0012  COUNTRY     -  US
 PS0012  USGS QUAD   -  DOLAND (2017)
 PS0012
 PS0012                         *CURRENT SURVEY CONTROL
 PS0012  ______________________________________________________________________
 PS0012* NAD 83(1986) POSITION- 44 53 41.     (N) 098 06 07.     (W)   SCALED
 PS0012* NAVD 88 ORTHO HEIGHT -   411.170 (meters)     1348.98  (feet) ADJUSTED
 PS0012  ______________________________________________________________________
 PS0012  GEOID HEIGHT    -        -24.447 (meters)                     GEOID18
 PS0012  DYNAMIC HEIGHT  -        411.125 (meters)     1348.83  (feet) COMP
 PS0012  MODELED GRAVITY -    980,495.9   (mgal)                       NAVD 88
 PS0012
 PS0012  VERT ORDER      -  FIRST     CLASS II
 PS0012
 PS0012.The horizontal coordinates were scaled from a map and have
 PS0012.an estimated accuracy of +/- 6 seconds.
 PS0012
 PS0012.The orthometric height was determined by differential leveling and
 PS0012.adjusted by the NATIONAL GEODETIC SURVEY
 PS0012.in July 1998.
 PS0012
 PS0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0012.GEOID18 height accuracy estimate available here.
 PS0012
 PS0012.Click photographs - Photos may exist for this station.
 PS0012
 PS0012.The dynamic height is computed by dividing the NAVD 88
 PS0012.geopotential number by the normal gravity value computed on the
 PS0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0012.degrees latitude (g = 980.6199 gals.).
 PS0012
 PS0012.The modeled gravity was interpolated from observed gravity values.
 PS0012
 PS0012;                    North         East    Units  Estimated Accuracy
 PS0012;SPC SD N     -   119,700.      749,910.      MT  (+/- 180 meters Scaled)
 PS0012
 PS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ709716(NAD 83)
 PS0012
 PS0012                          SUPERSEDED SURVEY CONTROL
 PS0012
 PS0012  NAVD 88 (06/15/91)  411.190  (m)         1349.05   (f) SUPERSEDED  1 2
 PS0012  NGVD 29 (??/??/92)  410.910  (m)         1348.13   (f) ADJ UNCH    1 2
 PS0012
 PS0012.Superseded values are not recommended for survey control.
 PS0012
 PS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0012.See file dsdata.pdf to determine how the superseded data were derived.
 PS0012
 PS0012_MARKER: DB = BENCH MARK DISK
 PS0012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0012_SP_SET: WINGWALL
 PS0012_STAMPING: U 58 1934
 PS0012_MARK LOGO: CGS
 PS0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0012+STABILITY: SURFACE MOTION
 PS0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0012+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PS0012
 PS0012  HISTORY     - Date     Condition        Report By
 PS0012  HISTORY     - 1934     MONUMENTED       CGS
 PS0012  HISTORY     - 19950919 GOOD             NGS
 PS0012
 PS0012                          STATION DESCRIPTION
 PS0012
 PS0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0012'AT DOLAND.
 PS0012'AT DOLAND, SPINK COUNTY, ABOUT 1-1/4 BLOCKS NORTH OF THE CHICAGO
 PS0012'AND NORTH WESTERN RAILWAY TRACK, ABOUT 2 BLOCKS EAST OF MAIN
 PS0012'STREET, AT A 10-INCH CONCRETE STREET CULVERT, AND IN THE TOP OF
 PS0012'THE SOUTHEAST CONCRETE WING WALL.  A STANDARD DISK, STAMPED U 58
 PS0012'1934.
 PS0012
 PS0012                          STATION RECOVERY (1995)
 PS0012
 PS0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0012'IN DOLAND, AT THE INTERSECTION OF NORTH 2ND AND IOWA STREETS, IN TOP
 PS0012'OF AND 1.2 M (3.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST
 PS0012'CONCRETE WINGWALL OF A CULVERT UNDER 2ND STREET, 70.5 M (231.3 FT)
 PS0012'EAST OF THE CENTER OF IOWA STREET, 4.8 M (15.7 FT) SOUTH OF THE CENTER
 PS0012'OF 2ND STREET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF 2ND STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0073 ***********************************************************************
 QR0073  DESIGNATION -  U 59
 QR0073  PID         -  QR0073
 QR0073  STATE/COUNTY-  SD/SPINK
 QR0073  COUNTRY     -  US
 QR0073  USGS QUAD   -  GALLUP (2017)
 QR0073
 QR0073                         *CURRENT SURVEY CONTROL
 QR0073  ______________________________________________________________________
 QR0073* NAD 83(1986) POSITION- 45 05 36.25   (N) 098 29 44.13   (W)   HD_HELD1
 QR0073* NAVD 88 ORTHO HEIGHT -   395.579 (meters)     1297.83  (feet) ADJUSTED
 QR0073  ______________________________________________________________________
 QR0073  GEOID HEIGHT    -        -24.364 (meters)                     GEOID18
 QR0073  DYNAMIC HEIGHT  -        395.539 (meters)     1297.70  (feet) COMP
 QR0073  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 QR0073
 QR0073  VERT ORDER      -  SECOND    CLASS 0
 QR0073
 QR0073.The horizontal coordinates were determined by differentially corrected
 QR0073.hand held GPS observations or other comparable positioning techniques
 QR0073.and have an estimated accuracy of +/- 3 meters.
 QR0073
 QR0073.The orthometric height was determined by differential leveling and
 QR0073.adjusted by the NATIONAL GEODETIC SURVEY
 QR0073.in June 1991.
 QR0073
 QR0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0073.GEOID18 height accuracy estimate available here.
 QR0073
 QR0073.Click photographs - Photos may exist for this station.
 QR0073
 QR0073.The dynamic height is computed by dividing the NAVD 88
 QR0073.geopotential number by the normal gravity value computed on the
 QR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0073.degrees latitude (g = 980.6199 gals.).
 QR0073
 QR0073.The modeled gravity was interpolated from observed gravity values.
 QR0073
 QR0073;                    North         East    Units  Estimated Accuracy
 QR0073;SPC SD N     -   141,122.4     718,411.0     MT  (+/- 3 meters HH1 GPS) 
 QR0073
 QR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3969093450(NAD 83)
 QR0073
 QR0073                          SUPERSEDED SURVEY CONTROL
 QR0073
 QR0073  NGVD 29 (??/??/92)  395.289  (m)         1296.88   (f) ADJ UNCH    2 0
 QR0073
 QR0073.Superseded values are not recommended for survey control.
 QR0073
 QR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0073.See file dsdata.pdf to determine how the superseded data were derived.
 QR0073
 QR0073_MARKER: DB = BENCH MARK DISK
 QR0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0073_STAMPING: U 59 1934
 QR0073_MARK LOGO: CGS
 QR0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0073+STABILITY: SURFACE MOTION
 QR0073
 QR0073  HISTORY     - Date     Condition        Report By
 QR0073  HISTORY     - 1934     MONUMENTED       CGS
 QR0073
 QR0073                          STATION DESCRIPTION
 QR0073
 QR0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0073'1.5 MI N FROM GALLUP.
 QR0073'1.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0073'PACIFIC RAILWAY STATION AT GALLUP, SPINK COUNTY, ABOUT 10 POLES
 QR0073'SOUTH OF MILEPOST 103, 30 FEET WEST OF THE CENTER LINE OF THE
 QR0073'TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 QR0073'DISK, STAMPED U 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0005 ***********************************************************************
 QR0005  DESIGNATION -  U 60
 QR0005  PID         -  QR0005
 QR0005  STATE/COUNTY-  SD/BROWN
 QR0005  COUNTRY     -  US
 QR0005  USGS QUAD   -  ORDWAY (2017)
 QR0005
 QR0005                         *CURRENT SURVEY CONTROL
 QR0005  ______________________________________________________________________
 QR0005* NAD 83(1986) POSITION- 45 34 43.     (N) 098 24 44.     (W)   SCALED
 QR0005* NAVD 88 ORTHO HEIGHT -   398.692 (meters)     1308.04  (feet) ADJUSTED
 QR0005  ______________________________________________________________________
 QR0005  GEOID HEIGHT    -        -24.613 (meters)                     GEOID18
 QR0005  DYNAMIC HEIGHT  -        398.664 (meters)     1307.95  (feet) COMP
 QR0005  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 QR0005
 QR0005  VERT ORDER      -  FIRST     CLASS II
 QR0005
 QR0005.The horizontal coordinates were scaled from a map and have
 QR0005.an estimated accuracy of +/- 6 seconds.
 QR0005
 QR0005.The orthometric height was determined by differential leveling and
 QR0005.adjusted by the NATIONAL GEODETIC SURVEY
 QR0005.in June 1991.
 QR0005
 QR0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0005.GEOID18 height accuracy estimate available here.
 QR0005
 QR0005.Click photographs - Photos may exist for this station.
 QR0005
 QR0005.The dynamic height is computed by dividing the NAVD 88
 QR0005.geopotential number by the normal gravity value computed on the
 QR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0005.degrees latitude (g = 980.6199 gals.).
 QR0005
 QR0005.The modeled gravity was interpolated from observed gravity values.
 QR0005
 QR0005;                    North         East    Units  Estimated Accuracy
 QR0005;SPC SD N     -   195,160.      723,920.      MT  (+/- 180 meters Scaled)
 QR0005
 QR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR458473(NAD 83)
 QR0005
 QR0005                          SUPERSEDED SURVEY CONTROL
 QR0005
 QR0005  NGVD 29 (??/??/92)  398.388  (m)         1307.04   (f) ADJ UNCH    1 2
 QR0005
 QR0005.Superseded values are not recommended for survey control.
 QR0005
 QR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0005.See file dsdata.pdf to determine how the superseded data were derived.
 QR0005
 QR0005_MARKER: DB = BENCH MARK DISK
 QR0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0005_STAMPING: U 60 1934
 QR0005_MARK LOGO: CGS
 QR0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0005+STABILITY: SURFACE MOTION
 QR0005
 QR0005  HISTORY     - Date     Condition        Report By
 QR0005  HISTORY     - 1934     MONUMENTED       CGS
 QR0005  HISTORY     - 1941     GOOD             CGS
 QR0005
 QR0005                          STATION DESCRIPTION
 QR0005
 QR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0005'AT ORDWAY.
 QR0005'AT ORDWAY, BROWN COUNTY, OPPOSITE THE CHICAGO AND NORTH WESTERN
 QR0005'RAILWAY STATION, ABOUT 3 POLES SOUTH OF MILEPOST 91, ABOUT 200
 QR0005'FEET NORTH OF A ROAD CROSSING, 45 FEET WEST OF THE CENTER LINE OF
 QR0005'THE TRACK, 5 FEET NORTH OF A POLE, AND ABOUT LEVEL WITH THE TRACK.
 QR0005'A STANDARD DISK, STAMPED U 60 1934 AND SET IN THE TOP OF A CONCRETE
 QR0005'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0303 ***********************************************************************
 QQ0303  DESIGNATION -  U 61
 QQ0303  PID         -  QQ0303
 QQ0303  STATE/COUNTY-  SD/MARSHALL
 QQ0303  COUNTRY     -  US
 QQ0303  USGS QUAD   -  BRITTON WEST (2017)
 QQ0303
 QQ0303                         *CURRENT SURVEY CONTROL
 QQ0303  ______________________________________________________________________
 QQ0303* NAD 83(1986) POSITION- 45 50 40.     (N) 097 45 44.     (W)   SCALED
 QQ0303* NAVD 88 ORTHO HEIGHT -   398.901 (meters)     1308.73  (feet) ADJUSTED
 QQ0303  ______________________________________________________________________
 QQ0303  GEOID HEIGHT    -        -25.436 (meters)                     GEOID18
 QQ0303  DYNAMIC HEIGHT  -        398.883 (meters)     1308.67  (feet) COMP
 QQ0303  MODELED GRAVITY -    980,558.9   (mgal)                       NAVD 88
 QQ0303
 QQ0303  VERT ORDER      -  SECOND    CLASS 0
 QQ0303
 QQ0303.The horizontal coordinates were scaled from a map and have
 QQ0303.an estimated accuracy of +/- 6 seconds.
 QQ0303
 QQ0303.The orthometric height was determined by differential leveling and
 QQ0303.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0303.in June 1991.
 QQ0303
 QQ0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0303.GEOID18 height accuracy estimate available here.
 QQ0303
 QQ0303.Click photographs - Photos may exist for this station.
 QQ0303
 QQ0303.The dynamic height is computed by dividing the NAVD 88
 QQ0303.geopotential number by the normal gravity value computed on the
 QQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0303.degrees latitude (g = 980.6199 gals.).
 QQ0303
 QQ0303.The modeled gravity was interpolated from observed gravity values.
 QQ0303
 QQ0303;                    North         East    Units  Estimated Accuracy
 QQ0303;SPC SD N     -   225,890.      773,820.      MT  (+/- 180 meters Scaled)
 QQ0303
 QQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR961775(NAD 83)
 QQ0303
 QQ0303                          SUPERSEDED SURVEY CONTROL
 QQ0303
 QQ0303  NGVD 29 (??/??/92)  398.621  (m)         1307.81   (f) ADJ UNCH    2 0
 QQ0303
 QQ0303.Superseded values are not recommended for survey control.
 QQ0303
 QQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0303.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0303
 QQ0303_MARKER: DB = BENCH MARK DISK
 QQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0303_STAMPING: U 61 1934
 QQ0303_MARK LOGO: CGS
 QQ0303_PROJECTION: FLUSH
 QQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0303+STABILITY: SURFACE MOTION
 QQ0303
 QQ0303  HISTORY     - Date     Condition        Report By
 QQ0303  HISTORY     - 1934     MONUMENTED       CGS
 QQ0303  HISTORY     - 1967     GOOD             CGS
 QQ0303
 QQ0303                          STATION DESCRIPTION
 QQ0303
 QQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 QQ0303'3.8 MI N FROM BRITTON.
 QQ0303'THE MARK IS 3.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST.
 QQ0303'PAUL AND PACIFIC RAILROAD FROM THE LIBRARY AT BRITTON, MARSHALL,
 QQ0303'COUNTY, SOUTH DAKOTA, 77 FEET SOUTHEAST OF THE CENTER OF THE
 QQ0303'INTERSECTION WITH THE GREAT NORTHERN RAILWAY, 44 FEET EAST OF THE
 QQ0303'CENTER LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QQ0303'TRACK, AND 5 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 QQ0303'U 61 1934 AND SET IN THE TOP OF A CONCRETE POST.  MARK IS FLUSH
 QQ0303'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0181 ***********************************************************************
 QQ0181  DESIGNATION -  U 62 RESET
 QQ0181  PID         -  QQ0181
 QQ0181  STATE/COUNTY-  SD/ROBERTS
 QQ0181  COUNTRY     -  US
 QQ0181  USGS QUAD   -  WHITESTONE LAKE (2017)
 QQ0181
 QQ0181                         *CURRENT SURVEY CONTROL
 QQ0181  ______________________________________________________________________
 QQ0181* NAD 83(1986) POSITION- 45 39 35.     (N) 097 10 45.     (W)   SCALED
 QQ0181* NAVD 88 ORTHO HEIGHT -   613.05  (meters)     2011.3   (feet) RESET
 QQ0181  ______________________________________________________________________
 QQ0181  GEOID HEIGHT    -        -25.487 (meters)                     GEOID18
 QQ0181  VERT ORDER      -  THIRD
 QQ0181
 QQ0181.The horizontal coordinates were scaled from a map and have
 QQ0181.an estimated accuracy of +/- 6 seconds.
 QQ0181
 QQ0181.The orthometric height was computed from unverified reset data.
 QQ0181
 QQ0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0181.GEOID18 height accuracy estimate available here.
 QQ0181
 QQ0181.Click photographs - Photos may exist for this station.
 QQ0181
 QQ0181;                    North         East    Units  Estimated Accuracy
 QQ0181;SPC SD N     -   206,790.      819,800.      MT  (+/- 180 meters Scaled)
 QQ0181
 QQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR418578(NAD 83)
 QQ0181
 QQ0181                          SUPERSEDED SURVEY CONTROL
 QQ0181
 QQ0181.No superseded survey control is available for this station.
 QQ0181
 QQ0181_MARKER: DB = BENCH MARK DISK
 QQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0181_STAMPING: U 62 RESET 1950
 QQ0181_MARK LOGO: CGS
 QQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0181+STABILITY: SURFACE MOTION
 QQ0181
 QQ0181  HISTORY     - Date     Condition        Report By
 QQ0181  HISTORY     - 1950     MONUMENTED       SDHD
 QQ0181  HISTORY     - 1951     GOOD             CGS
 QQ0181  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0181
 QQ0181                          STATION DESCRIPTION
 QQ0181
 QQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QQ0181'6.6 MI W FROM SISSETON.
 QQ0181'6.6 MILES WEST ALONG STATE HIGHWAY 10 FROM SISSETON, ROBERTS
 QQ0181'COUNTY, AT A ROAD CROSSING, 35 FEET EAST OF THE ROAD, 63 FEET
 QQ0181'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTHWEST
 QQ0181'OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED
 QQ0181'U 62 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0181
 QQ0181                          STATION RECOVERY (1970)
 QQ0181
 QQ0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0336 ***********************************************************************
 QS0336  DESIGNATION -  U 65
 QS0336  PID         -  QS0336
 QS0336  STATE/COUNTY-  SD/CORSON
 QS0336  COUNTRY     -  US
 QS0336  USGS QUAD   -  MAHTO (2017)
 QS0336
 QS0336                         *CURRENT SURVEY CONTROL
 QS0336  ______________________________________________________________________
 QS0336* NAD 83(1986) POSITION- 45 47 29.     (N) 100 44 34.     (W)   SCALED
 QS0336* NAVD 88 ORTHO HEIGHT -   585.128 (meters)     1919.71  (feet) ADJUSTED
 QS0336  ______________________________________________________________________
 QS0336  GEOID HEIGHT    -        -21.206 (meters)                     GEOID18
 QS0336  DYNAMIC HEIGHT  -        585.083 (meters)     1919.56  (feet) COMP
 QS0336  MODELED GRAVITY -    980,519.3   (mgal)                       NAVD 88
 QS0336
 QS0336  VERT ORDER      -  SECOND    CLASS 0
 QS0336
 QS0336.The horizontal coordinates were scaled from a map and have
 QS0336.an estimated accuracy of +/- 6 seconds.
 QS0336
 QS0336.The orthometric height was determined by differential leveling and
 QS0336.adjusted by the NATIONAL GEODETIC SURVEY
 QS0336.in June 1991.
 QS0336
 QS0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0336.GEOID18 height accuracy estimate available here.
 QS0336
 QS0336.Click photographs - Photos may exist for this station.
 QS0336
 QS0336.The dynamic height is computed by dividing the NAVD 88
 QS0336.geopotential number by the normal gravity value computed on the
 QS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0336.degrees latitude (g = 980.6199 gals.).
 QS0336
 QS0336.The modeled gravity was interpolated from observed gravity values.
 QS0336
 QS0336;                    North         East    Units  Estimated Accuracy
 QS0336;SPC SD N     -   217,860.      542,250.      MT  (+/- 180 meters Scaled)
 QS0336
 QS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR645723(NAD 83)
 QS0336
 QS0336                          SUPERSEDED SURVEY CONTROL
 QS0336
 QS0336  NGVD 29 (??/??/92)  584.721  (m)         1918.37   (f) ADJ UNCH    2 0
 QS0336
 QS0336.Superseded values are not recommended for survey control.
 QS0336
 QS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0336.See file dsdata.pdf to determine how the superseded data were derived.
 QS0336
 QS0336_MARKER: DB = BENCH MARK DISK
 QS0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0336_STAMPING: U 65 1934
 QS0336_MARK LOGO: CGS
 QS0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0336+STABILITY: SURFACE MOTION
 QS0336
 QS0336  HISTORY     - Date     Condition        Report By
 QS0336  HISTORY     - 1934     MONUMENTED       CGS
 QS0336  HISTORY     - 1965     MARK NOT FOUND   CGS
 QS0336
 QS0336                          STATION DESCRIPTION
 QS0336
 QS0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0336'3.8 MI SE FROM MC LAUGHLIN.
 QS0336'3.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0336'PACIFIC RAILROAD FROM THE STATION AT MC LAUGHLIN, CORSON COUNTY,
 QS0336'3.9 MILES NORTHWEST OF THE STATION AT MAHTO, 11 POLES EAST OF
 QS0336'MILEPOST 832, AT A PRIVATE-ROAD CROSSING, 22 FEET NORTHWEST OF
 QS0336'THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF THE CENTER LINE
 QS0336'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 QS0336'DISK, STAMPED U 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0336
 QS0336                          STATION RECOVERY (1965)
 QS0336
 QS0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 QS0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0366 ***********************************************************************
 QR0366  DESIGNATION -  U 66
 QR0366  PID         -  QR0366
 QR0366  STATE/COUNTY-  SD/CAMPBELL
 QR0366  COUNTRY     -  US
 QR0366  USGS QUAD   -  ZEELAND SW (2017)
 QR0366
 QR0366                         *CURRENT SURVEY CONTROL
 QR0366  ______________________________________________________________________
 QR0366* NAD 83(1986) POSITION- 45 51 16.     (N) 099 58 09.     (W)   SCALED
 QR0366* NAVD 88 ORTHO HEIGHT -   531.423 (meters)     1743.51  (feet) ADJUSTED
 QR0366  ______________________________________________________________________
 QR0366  GEOID HEIGHT    -        -22.233 (meters)                     GEOID18
 QR0366  DYNAMIC HEIGHT  -        531.395 (meters)     1743.42  (feet) COMP
 QR0366  MODELED GRAVITY -    980,546.2   (mgal)                       NAVD 88
 QR0366
 QR0366  VERT ORDER      -  SECOND    CLASS 0
 QR0366
 QR0366.The horizontal coordinates were scaled from a map and have
 QR0366.an estimated accuracy of +/- 6 seconds.
 QR0366
 QR0366.The orthometric height was determined by differential leveling and
 QR0366.adjusted by the NATIONAL GEODETIC SURVEY
 QR0366.in June 1991.
 QR0366
 QR0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0366.GEOID18 height accuracy estimate available here.
 QR0366
 QR0366.Click photographs - Photos may exist for this station.
 QR0366
 QR0366.The dynamic height is computed by dividing the NAVD 88
 QR0366.geopotential number by the normal gravity value computed on the
 QR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0366.degrees latitude (g = 980.6199 gals.).
 QR0366
 QR0366.The modeled gravity was interpolated from observed gravity values.
 QR0366
 QR0366;                    North         East    Units  Estimated Accuracy
 QR0366;SPC SD N     -   224,600.      602,400.      MT  (+/- 180 meters Scaled)
 QR0366
 QR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR247783(NAD 83)
 QR0366
 QR0366                          SUPERSEDED SURVEY CONTROL
 QR0366
 QR0366  NGVD 29 (??/??/92)  531.039  (m)         1742.25   (f) ADJ UNCH    2 0
 QR0366
 QR0366.Superseded values are not recommended for survey control.
 QR0366
 QR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0366.See file dsdata.pdf to determine how the superseded data were derived.
 QR0366
 QR0366_MARKER: DB = BENCH MARK DISK
 QR0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0366_STAMPING: U 66 1934
 QR0366_MARK LOGO: CGS
 QR0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0366+STABILITY: SURFACE MOTION
 QR0366
 QR0366  HISTORY     - Date     Condition        Report By
 QR0366  HISTORY     - 1934     MONUMENTED       CGS
 QR0366
 QR0366                          STATION DESCRIPTION
 QR0366
 QR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0366'5.1 MI NE FROM HERREID.
 QR0366'5.1 MILES NORTHEAST OF.  ALONG THE MINNEAPOLIS, ST PAUL AND
 QR0366'SAULT STE MARIE RAILROAD, 1/2 POLE WEST OF MILEPOLE 393.  66 FEET
 QR0366'EAST OF CENTERLINE OF PUBLIC ROAD CROSSING, THENCE 54 FEET NORTH
 QR0366'OF CENTERLINE OF TRACK AND 2 FEET BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0195 ***********************************************************************
 QS0195  DESIGNATION -  U 67 RESET
 QS0195  PID         -  QS0195
 QS0195  STATE/COUNTY-  SD/WALWORTH
 QS0195  COUNTRY     -  US
 QS0195  USGS QUAD   -  AKASKA NE (2017)
 QS0195
 QS0195                         *CURRENT SURVEY CONTROL
 QS0195  ______________________________________________________________________
 QS0195* NAD 83(1986) POSITION- 45 25 49.     (N) 100 02 16.     (W)   SCALED
 QS0195* NAVD 88 ORTHO HEIGHT -   610.63  (+/-2cm)     2003.4   (feet) VERTCON3
 QS0195  ______________________________________________________________________
 QS0195  GEOID HEIGHT    -        -22.227 (meters)                     GEOID18
 QS0195  VERT ORDER      -  THIRD (See Below)
 QS0195
 QS0195.The horizontal coordinates were scaled from a map and have
 QS0195.an estimated accuracy of +/- 6 seconds.
 QS0195
 QS0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0195
 QS0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0195.GEOID18 height accuracy estimate available here.
 QS0195
 QS0195.The vertical order pertains to the NGVD 29 superseded value.
 QS0195
 QS0195.Click photographs - Photos may exist for this station.
 QS0195
 QS0195;                    North         East    Units  Estimated Accuracy
 QS0195;SPC SD N     -   177,460.      597,040.      MT  (+/- 180 meters Scaled)
 QS0195
 QS0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188312(NAD 83)
 QS0195
 QS0195                          SUPERSEDED SURVEY CONTROL
 QS0195
 QS0195  NGVD 29 (??/??/??)  610.25   (m)         2002.1    (f) RESET       3  
 QS0195
 QS0195.Superseded values are not recommended for survey control.
 QS0195
 QS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0195.See file dsdata.pdf to determine how the superseded data were derived.
 QS0195
 QS0195_MARKER: DB = BENCH MARK DISK
 QS0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0195_STAMPING: U 67 RESET 1946
 QS0195_MARK LOGO: CGS
 QS0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0195+STABILITY: SURFACE MOTION
 QS0195
 QS0195  HISTORY     - Date     Condition        Report By
 QS0195  HISTORY     - 1946     MONUMENTED       SDHD
 QS0195  HISTORY     - 1968     MARK NOT FOUND   USGS
 QS0195  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0195
 QS0195                          STATION DESCRIPTION
 QS0195
 QS0195'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1946
 QS0195'5.5 MI S FROM SELBY.
 QS0195'5.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0195'SELBY, WALWORTH COUNTY, 0.3 MILE SOUTH OF A SECTION-LINE ROAD,
 QS0195'423 FEET SOUTH OF A FIELD ENTRANCE, AND 46 FEET EAST OF THE
 QS0195'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 67 RESET
 QS0195'1946 AND SET IN THE TOP OF A CONCRETE POST.
 QS0195
 QS0195                          STATION RECOVERY (1968)
 QS0195
 QS0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QS0195'MARK NOT FOUND.
 QS0195
 QS0195                          STATION RECOVERY (1997)
 QS0195
 QS0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0195'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0202 ***********************************************************************
 QS0202  DESIGNATION -  U 68
 QS0202  PID         -  QS0202
 QS0202  STATE/COUNTY-  SD/POTTER
 QS0202  COUNTRY     -  US
 QS0202  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0202
 QS0202                         *CURRENT SURVEY CONTROL
 QS0202  ______________________________________________________________________
 QS0202* NAD 83(1986) POSITION- 45 00 50.     (N) 100 02 29.     (W)   SCALED
 QS0202* NAVD 88 ORTHO HEIGHT -   615.286 (meters)     2018.65  (feet) ADJUSTED
 QS0202  ______________________________________________________________________
 QS0202  GEOID HEIGHT    -        -22.541 (meters)                     GEOID18
 QS0202  DYNAMIC HEIGHT  -        615.190 (meters)     2018.34  (feet) COMP
 QS0202  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 QS0202
 QS0202  VERT ORDER      -  SECOND    CLASS 0
 QS0202
 QS0202.The horizontal coordinates were scaled from a map and have
 QS0202.an estimated accuracy of +/- 6 seconds.
 QS0202
 QS0202.The orthometric height was determined by differential leveling and
 QS0202.adjusted by the NATIONAL GEODETIC SURVEY
 QS0202.in June 1991.
 QS0202
 QS0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0202.GEOID18 height accuracy estimate available here.
 QS0202
 QS0202.Click photographs - Photos may exist for this station.
 QS0202
 QS0202.The dynamic height is computed by dividing the NAVD 88
 QS0202.geopotential number by the normal gravity value computed on the
 QS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0202.degrees latitude (g = 980.6199 gals.).
 QS0202
 QS0202.The modeled gravity was interpolated from observed gravity values.
 QS0202
 QS0202;                    North         East    Units  Estimated Accuracy
 QS0202;SPC SD N     -   131,190.      596,740.      MT  (+/- 180 meters Scaled)
 QS0202
 QS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ179850(NAD 83)
 QS0202
 QS0202                          SUPERSEDED SURVEY CONTROL
 QS0202
 QS0202  NGVD 29 (??/??/92)  614.91   (m)         2017.4    (f) COMPUTED    2 0
 QS0202
 QS0202.Superseded values are not recommended for survey control.
 QS0202
 QS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0202.See file dsdata.pdf to determine how the superseded data were derived.
 QS0202
 QS0202_MARKER: DB = BENCH MARK DISK
 QS0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0202_STAMPING: U 68 1934
 QS0202_MARK LOGO: CGS
 QS0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0202+STABILITY: SURFACE MOTION
 QS0202
 QS0202  HISTORY     - Date     Condition        Report By
 QS0202  HISTORY     - 1934     MONUMENTED       CGS
 QS0202  HISTORY     - 1945     MARK NOT FOUND   CGS
 QS0202
 QS0202                          STATION DESCRIPTION
 QS0202
 QS0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0202'4.4 MI W FROM GETTYSBURG.
 QS0202'4.4 MILES WEST OF FIRST NATL BANK BUILDING AT GETTYSBURG.  ALONG
 QS0202'U.S. HIGHWAY 212, 45 FEET EAST OF POINT OF INTERSECTION OF
 QS0202'CROSS ROAD, 45 FEET NORTH OF CENTER LINE OF HIGHWAY, 6 FEET
 QS0202'NORTH OF RIGHT-OF-WAY FENCE, 1.5 FEET BELOW ROAD LEVEL.
 QS0202'NOTE-- THIS BM WAS PROBABLY DESTROYED WHEN U.S. HIGHWAY WAS
 QS0202'WIDENED IN 1938.
 QS0202
 QS0202                          STATION RECOVERY (1945)
 QS0202
 QS0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0203 ***********************************************************************
 QS0203  DESIGNATION -  U 68 RESET
 QS0203  PID         -  QS0203
 QS0203  STATE/COUNTY-  SD/POTTER
 QS0203  COUNTRY     -  US
 QS0203  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0203
 QS0203                         *CURRENT SURVEY CONTROL
 QS0203  ______________________________________________________________________
 QS0203* NAD 83(1986) POSITION- 45 00 49.     (N) 100 02 29.     (W)   SCALED
 QS0203* NAVD 88 ORTHO HEIGHT -   615.37  (+/-2cm)     2018.9   (feet) VERTCON3
 QS0203  ______________________________________________________________________
 QS0203  GEOID HEIGHT    -        -22.541 (meters)                     GEOID18
 QS0203  VERT ORDER      -  THIRD (See Below)
 QS0203
 QS0203.The horizontal coordinates were scaled from a map and have
 QS0203.an estimated accuracy of +/- 6 seconds.
 QS0203
 QS0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0203
 QS0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0203.GEOID18 height accuracy estimate available here.
 QS0203
 QS0203.The vertical order pertains to the NGVD 29 superseded value.
 QS0203
 QS0203.Click photographs - Photos may exist for this station.
 QS0203
 QS0203;                    North         East    Units  Estimated Accuracy
 QS0203;SPC SD N     -   131,160.      596,740.      MT  (+/- 180 meters Scaled)
 QS0203
 QS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ179849(NAD 83)
 QS0203
 QS0203                          SUPERSEDED SURVEY CONTROL
 QS0203
 QS0203  NGVD 29 (??/??/??)  614.99   (m)         2017.7    (f) RESET       3  
 QS0203
 QS0203.Superseded values are not recommended for survey control.
 QS0203
 QS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0203.See file dsdata.pdf to determine how the superseded data were derived.
 QS0203
 QS0203_MARKER: DB = BENCH MARK DISK
 QS0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0203_STAMPING: U 68 RESET 1938
 QS0203_MARK LOGO: CGS
 QS0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0203+STABILITY: SURFACE MOTION
 QS0203
 QS0203  HISTORY     - Date     Condition        Report By
 QS0203  HISTORY     - 1938     MONUMENTED       SDHD
 QS0203  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0203
 QS0203                          STATION DESCRIPTION
 QS0203
 QS0203'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1938
 QS0203'4.2 MI W FROM GETTYSBURG.
 QS0203'4.2 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT 0.2 MILE
 QS0203'NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, ABOUT
 QS0203'55 FEET EAST OF A ROAD SECTION, AND 60 FEET SOUTH OF THE
 QS0203'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 68 RESET
 QS0203'1938 AND SET IN THE TOP OF A CONCRETE POST.
 QS0203
 QS0203                          STATION RECOVERY (1996)
 QS0203
 QS0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0203'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0308 ***********************************************************************
 QS0308  DESIGNATION -  U 69
 QS0308  PID         -  QS0308
 QS0308  STATE/COUNTY-  SD/DEWEY
 QS0308  COUNTRY     -  US
 QS0308  USGS QUAD   -  LA PLANT (2017)
 QS0308
 QS0308                         *CURRENT SURVEY CONTROL
 QS0308  ______________________________________________________________________
 QS0308* NAD 83(1986) POSITION- 45 08 29.13   (N) 100 39 08.32   (W)   HD_HELD1
 QS0308* NAVD 88 ORTHO HEIGHT -   592.255 (meters)     1943.09  (feet) ADJUSTED
 QS0308  ______________________________________________________________________
 QS0308  GEOID HEIGHT    -        -22.079 (meters)                     GEOID18
 QS0308  DYNAMIC HEIGHT  -        592.154 (meters)     1942.76  (feet) COMP
 QS0308  MODELED GRAVITY -    980,427.4   (mgal)                       NAVD 88
 QS0308
 QS0308  VERT ORDER      -  SECOND    CLASS 0
 QS0308
 QS0308.The horizontal coordinates were determined by differentially corrected
 QS0308.hand held GPS observations or other comparable positioning techniques
 QS0308.and have an estimated accuracy of +/- 3 meters.
 QS0308
 QS0308.The orthometric height was determined by differential leveling and
 QS0308.adjusted by the NATIONAL GEODETIC SURVEY
 QS0308.in June 1991.
 QS0308
 QS0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0308.GEOID18 height accuracy estimate available here.
 QS0308
 QS0308.Click photographs - Photos may exist for this station.
 QS0308
 QS0308.The dynamic height is computed by dividing the NAVD 88
 QS0308.geopotential number by the normal gravity value computed on the
 QS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0308.degrees latitude (g = 980.6199 gals.).
 QS0308
 QS0308.The modeled gravity was interpolated from observed gravity values.
 QS0308
 QS0308;                    North         East    Units  Estimated Accuracy
 QS0308;SPC SD N     -   145,565.4     548,697.6     MT  (+/- 3 meters HH1 GPS) 
 QS0308
 QS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7009399989(NAD 83)
 QS0308
 QS0308                          SUPERSEDED SURVEY CONTROL
 QS0308
 QS0308  NGVD 29 (??/??/92)  591.821  (m)         1941.67   (f) ADJ UNCH    2 0
 QS0308
 QS0308.Superseded values are not recommended for survey control.
 QS0308
 QS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0308.See file dsdata.pdf to determine how the superseded data were derived.
 QS0308
 QS0308_MARKER: DB = BENCH MARK DISK
 QS0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0308_STAMPING: U 69 1934
 QS0308_MARK LOGO: CGS
 QS0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0308+STABILITY: SURFACE MOTION
 QS0308
 QS0308  HISTORY     - Date     Condition        Report By
 QS0308  HISTORY     - 1934     MONUMENTED       CGS
 QS0308  HISTORY     - 1948     GOOD             USGS
 QS0308  HISTORY     - 1976     MARK NOT FOUND   USGS
 QS0308
 QS0308                          STATION DESCRIPTION
 QS0308
 QS0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0308'AT LA PLANT.
 QS0308'AT LA PLANT, DEWEY COUNTY, ABOUT 100 FEET WEST OF THE CHICAGO,
 QS0308'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 36 FEET NORTH
 QS0308'OF THE CENTER LINE OF THE TRACK, 3 FEET SOUTHWEST OF A POLE, AND
 QS0308'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 69
 QS0308'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0308
 QS0308                          STATION RECOVERY (1948)
 QS0308
 QS0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0308'RECOVERED IN GOOD CONDITION.
 QS0308
 QS0308                          STATION RECOVERY (1976)
 QS0308
 QS0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QS0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0484 ***********************************************************************
 QS0484  DESIGNATION -  U 70
 QS0484  PID         -  QS0484
 QS0484  STATE/COUNTY-  SD/DEWEY
 QS0484  COUNTRY     -  US
 QS0484  USGS QUAD   -  LANTRY SE (2017)
 QS0484
 QS0484                         *CURRENT SURVEY CONTROL
 QS0484  ______________________________________________________________________
 QS0484* NAD 83(1986) POSITION- 45 00 09.     (N) 101 19 11.     (W)   SCALED
 QS0484* NAVD 88 ORTHO HEIGHT -   732.951 (meters)     2404.69  (feet) ADJUSTED
 QS0484  ______________________________________________________________________
 QS0484  GEOID HEIGHT    -        -21.073 (meters)                     GEOID18
 QS0484  DYNAMIC HEIGHT  -        732.813 (meters)     2404.24  (feet) COMP
 QS0484  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 QS0484
 QS0484  VERT ORDER      -  FIRST     CLASS II
 QS0484
 QS0484.The horizontal coordinates were scaled from a map and have
 QS0484.an estimated accuracy of +/- 6 seconds.
 QS0484
 QS0484.The orthometric height was determined by differential leveling and
 QS0484.adjusted by the NATIONAL GEODETIC SURVEY
 QS0484.in June 1991.
 QS0484
 QS0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0484.GEOID18 height accuracy estimate available here.
 QS0484
 QS0484.Click photographs - Photos may exist for this station.
 QS0484
 QS0484.The dynamic height is computed by dividing the NAVD 88
 QS0484.geopotential number by the normal gravity value computed on the
 QS0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0484.degrees latitude (g = 980.6199 gals.).
 QS0484
 QS0484.The modeled gravity was interpolated from observed gravity values.
 QS0484
 QS0484;                    North         East    Units  Estimated Accuracy
 QS0484;SPC SD N     -   130,770.      495,960.      MT  (+/- 180 meters Scaled)
 QS0484
 QS0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ171858(NAD 83)
 QS0484
 QS0484                          SUPERSEDED SURVEY CONTROL
 QS0484
 QS0484  NGVD 29 (??/??/92)  732.449  (m)         2403.04   (f) ADJ UNCH    1 2
 QS0484
 QS0484.Superseded values are not recommended for survey control.
 QS0484
 QS0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0484.See file dsdata.pdf to determine how the superseded data were derived.
 QS0484
 QS0484_MARKER: DB = BENCH MARK DISK
 QS0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0484_STAMPING: U 70 1934
 QS0484_MARK LOGO: CGS
 QS0484_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0484+STABILITY: SURFACE MOTION
 QS0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0484+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 QS0484
 QS0484  HISTORY     - Date     Condition        Report By
 QS0484  HISTORY     - 1934     MONUMENTED       CGS
 QS0484  HISTORY     - 1985     GOOD             NGS
 QS0484  HISTORY     - 19960425 GOOD             NGS
 QS0484  HISTORY     - 20120711 GOOD             INDIV
 QS0484
 QS0484                          STATION DESCRIPTION
 QS0484
 QS0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0484'4.2 MI W FROM EAGLE BUTTE.
 QS0484'ABOUT 4.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0484'AND PACIFIC RAILROAD FROM THE STATION AT EAGLE BUTTE, DEWEY
 QS0484'COUNTY, ABOUT 7 POLES EAST OF MILEPOST 68, AT A ROAD CROSSING,
 QS0484'42 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE
 QS0484'CENTER LINE OF THE TRACK, 13 FEET EAST OF A RIGHT-OF-WAY FENCE
 QS0484'CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QS0484'STAMPED U 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0484
 QS0484                          STATION RECOVERY (1985)
 QS0484
 QS0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.73 KM (4.18
 QS0484'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 QS0484'EAGLE BUTTE, THENCE 0.58 KM (0.36 MI) SOUTH ALONG A GRAVEL SECTION
 QS0484'LINE ROAD, IN THE NORTHEAST CORNER OF THE OLD ABANDONED RAILROAD
 QS0484'GRADE, AT THE NORTHEAST SIDE OF THE TOP OF THE HILL, 12.5 METERS (41
 QS0484'FT) EAST OF THE CENTER OF THE ROAD, 14.9 METERS (49 FT) NORTH OF THE
 QS0484'CENTER OF THE ABANDONED RAILROAD GRADE, 5.8 METERS (19 FT) EAST OF THE
 QS0484'WEST END OF AN OLD FENCE ALONG THE RAILROAD BED AND 0.3 METER (1 FT)
 QS0484'SOUTH OF A FENCE.
 QS0484'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0484'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QS0484
 QS0484                          STATION RECOVERY (1996)
 QS0484
 QS0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0484'6.8 KM (4.20 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0484'MAIN STREET IN DUPREE, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG A DIRT
 QS0484'ROAD, 14.9 M (48.9 FT) NORTH OF THE CENTER OF A RAILROAD GRADE (TRACKS
 QS0484'REMOVED), 12.5 M (41.0 FT) EAST OF THE ROAD CENTER, 0.3 M (1.0 FT)
 QS0484'SOUTH OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M
 QS0484'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 QS0484'FT) ABOVE THE GROUND SURFACE.
 QS0484
 QS0484                          STATION RECOVERY (2012)
 QS0484
 QS0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0282 ***********************************************************************
 QS0282  DESIGNATION -  U 71
 QS0282  PID         -  QS0282
 QS0282  STATE/COUNTY-  SD/DEWEY
 QS0282  COUNTRY     -  US
 QS0282  USGS QUAD   -  VIRGINIA (2017)
 QS0282
 QS0282                         *CURRENT SURVEY CONTROL
 QS0282  ______________________________________________________________________
 QS0282* NAD 83(1986) POSITION- 45 11 34.     (N) 100 33 41.     (W)   SCALED
 QS0282* NAVD 88 ORTHO HEIGHT -   551.566 (meters)     1809.60  (feet) ADJUSTED
 QS0282  ______________________________________________________________________
 QS0282  GEOID HEIGHT    -        -22.052 (meters)                     GEOID18
 QS0282  DYNAMIC HEIGHT  -        551.483 (meters)     1809.32  (feet) COMP
 QS0282  MODELED GRAVITY -    980,450.0   (mgal)                       NAVD 88
 QS0282
 QS0282  VERT ORDER      -  SECOND    CLASS 0
 QS0282
 QS0282.The horizontal coordinates were scaled from a map and have
 QS0282.an estimated accuracy of +/- 6 seconds.
 QS0282
 QS0282.The orthometric height was determined by differential leveling and
 QS0282.adjusted by the NATIONAL GEODETIC SURVEY
 QS0282.in June 1991.
 QS0282
 QS0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0282.GEOID18 height accuracy estimate available here.
 QS0282
 QS0282.Click photographs - Photos may exist for this station.
 QS0282
 QS0282.The dynamic height is computed by dividing the NAVD 88
 QS0282.geopotential number by the normal gravity value computed on the
 QS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0282.degrees latitude (g = 980.6199 gals.).
 QS0282
 QS0282.The modeled gravity was interpolated from observed gravity values.
 QS0282
 QS0282;                    North         East    Units  Estimated Accuracy
 QS0282;SPC SD N     -   151,220.      555,890.      MT  (+/- 180 meters Scaled)
 QS0282
 QS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR773055(NAD 83)
 QS0282
 QS0282                          SUPERSEDED SURVEY CONTROL
 QS0282
 QS0282  NGVD 29 (??/??/92)  551.157  (m)         1808.25   (f) ADJ UNCH    2 0
 QS0282
 QS0282.Superseded values are not recommended for survey control.
 QS0282
 QS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0282.See file dsdata.pdf to determine how the superseded data were derived.
 QS0282
 QS0282_MARKER: DB = BENCH MARK DISK
 QS0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0282_STAMPING: U 71 1934
 QS0282_MARK LOGO: CGS
 QS0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0282+STABILITY: SURFACE MOTION
 QS0282
 QS0282  HISTORY     - Date     Condition        Report By
 QS0282  HISTORY     - 1934     MONUMENTED       CGS
 QS0282  HISTORY     - 1940     GOOD             LOCENG
 QS0282
 QS0282                          STATION DESCRIPTION
 QS0282
 QS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0282'6.1 MI NE FROM LA PLANT.
 QS0282'ABOUT 6.1 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0282'PAUL AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY
 QS0282'COUNTY, ABOUT 2 POLES SOUTH OF CULVERT 2107, AT A ROAD CROSSING,
 QS0282'50 FEET WEST OF THE CENTER LINE OF THE TRACK, 30 FEET NORTH
 QS0282'OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A WHITE REFERENCE
 QS0282'POST STENCILED U.S.B.M., AND ABOUT 3 FEET LOWER THAN THE TRACK.
 QS0282'A STANDARD DISK, STAMPED U 71 1934 AND SET IN THE TOP OF A
 QS0282'CONCRETE POST.
 QS0282
 QS0282                          STATION RECOVERY (1940)
 QS0282
 QS0282'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0399 ***********************************************************************
 PT0399  DESIGNATION -  U 72
 PT0399  PID         -  PT0399
 PT0399  STATE/COUNTY-  SD/STANLEY
 PT0399  COUNTRY     -  US
 PT0399  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0399
 PT0399                         *CURRENT SURVEY CONTROL
 PT0399  ______________________________________________________________________
 PT0399* NAD 83(1986) POSITION- 44 35 55.75   (N) 101 08 05.88   (W)   HD_HELD1
 PT0399* NAVD 88 ORTHO HEIGHT -   616.839 (meters)     2023.75  (feet) ADJUSTED
 PT0399  ______________________________________________________________________
 PT0399  GEOID HEIGHT    -        -22.023 (meters)                     GEOID18
 PT0399  DYNAMIC HEIGHT  -        616.694 (meters)     2023.27  (feet) COMP
 PT0399  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 PT0399
 PT0399  VERT ORDER      -  SECOND    CLASS 0
 PT0399
 PT0399.The horizontal coordinates were determined by differentially corrected
 PT0399.hand held GPS observations or other comparable positioning techniques
 PT0399.and have an estimated accuracy of +/- 3 meters.
 PT0399
 PT0399.The orthometric height was determined by differential leveling and
 PT0399.adjusted by the NATIONAL GEODETIC SURVEY
 PT0399.in June 1991.
 PT0399
 PT0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0399.GEOID18 height accuracy estimate available here.
 PT0399
 PT0399.Click photographs - Photos may exist for this station.
 PT0399
 PT0399.The dynamic height is computed by dividing the NAVD 88
 PT0399.geopotential number by the normal gravity value computed on the
 PT0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0399.degrees latitude (g = 980.6199 gals.).
 PT0399
 PT0399.The modeled gravity was interpolated from observed gravity values.
 PT0399
 PT0399;                    North         East    Units  Estimated Accuracy
 PT0399;SPC SD S     -   252,000.6     536,351.8     MT  (+/- 3 meters HH1 GPS) 
 PT0399
 PT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3056140602(NAD 83)
 PT0399
 PT0399                          SUPERSEDED SURVEY CONTROL
 PT0399
 PT0399  NGVD 29 (??/??/92)  616.363  (m)         2022.18   (f) ADJ UNCH    2 0
 PT0399
 PT0399.Superseded values are not recommended for survey control.
 PT0399
 PT0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0399.See file dsdata.pdf to determine how the superseded data were derived.
 PT0399
 PT0399_MARKER: DB = BENCH MARK DISK
 PT0399_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0399_SP_SET: BOX CULVERT HEADWALL
 PT0399_STAMPING: U 72 1934
 PT0399_MARK LOGO: CGS
 PT0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0399+STABILITY: SURFACE MOTION
 PT0399
 PT0399  HISTORY     - Date     Condition        Report By
 PT0399  HISTORY     - 1934     MONUMENTED       CGS
 PT0399  HISTORY     - 1977     MARK NOT FOUND   USGS
 PT0399  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0399
 PT0399                          STATION DESCRIPTION
 PT0399
 PT0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0399'38 MI N FROM MIDLAND.
 PT0399'IN STANLEY COUNTY, 38 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE
 PT0399'CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT THE BOTTOM OF A
 PT0399'DRAW, AT A LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE EAST
 PT0399'CONCRETE HEADWALL, AND LEVEL WITH THE HIGHWAY.
 PT0399
 PT0399                          STATION RECOVERY (1977)
 PT0399
 PT0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PT0399'MARK NOT FOUND.
 PT0399
 PT0399                          STATION RECOVERY (1985)
 PT0399
 PT0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0399'NOT RECOVERED.  HEADWALL DESCRIBED HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0441 ***********************************************************************
 PT0441  DESIGNATION -  U 73
 PT0441  PID         -  PT0441
 PT0441  STATE/COUNTY-  SD/HAAKON
 PT0441  COUNTRY     -  US
 PT0441  USGS QUAD   -  MIDLAND (2017)
 PT0441
 PT0441                         *CURRENT SURVEY CONTROL
 PT0441  ______________________________________________________________________
 PT0441* NAD 83(1986) POSITION- 44 04 14.     (N) 101 08 54.     (W)   SCALED
 PT0441* NAVD 88 ORTHO HEIGHT -   573.197 (meters)     1880.56  (feet) ADJUSTED
 PT0441  ______________________________________________________________________
 PT0441  GEOID HEIGHT    -        -22.879 (meters)                     GEOID18
 PT0441  DYNAMIC HEIGHT  -        573.034 (meters)     1880.03  (feet) COMP
 PT0441  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PT0441
 PT0441  VERT ORDER      -  SECOND    CLASS 0
 PT0441
 PT0441.The horizontal coordinates were scaled from a map and have
 PT0441.an estimated accuracy of +/- 6 seconds.
 PT0441
 PT0441.The orthometric height was determined by differential leveling and
 PT0441.adjusted by the NATIONAL GEODETIC SURVEY
 PT0441.in June 1991.
 PT0441
 PT0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0441.GEOID18 height accuracy estimate available here.
 PT0441
 PT0441.Click photographs - Photos may exist for this station.
 PT0441
 PT0441.The dynamic height is computed by dividing the NAVD 88
 PT0441.geopotential number by the normal gravity value computed on the
 PT0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0441.degrees latitude (g = 980.6199 gals.).
 PT0441
 PT0441.The modeled gravity was interpolated from observed gravity values.
 PT0441
 PT0441;                    North         East    Units  Estimated Accuracy
 PT0441;SPC SD S     -   193,310.      534,720.      MT  (+/- 180 meters Scaled)
 PT0441
 PT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP279819(NAD 83)
 PT0441
 PT0441                          SUPERSEDED SURVEY CONTROL
 PT0441
 PT0441  NGVD 29 (??/??/92)  572.75   (m)         1879.1    (f) COMPUTED    2 0
 PT0441
 PT0441.Superseded values are not recommended for survey control.
 PT0441
 PT0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0441.See file dsdata.pdf to determine how the superseded data were derived.
 PT0441
 PT0441_MARKER: DB = BENCH MARK DISK
 PT0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0441_SP_SET: BRIDGE
 PT0441_STAMPING: U 73 1934
 PT0441_MARK LOGO: CGS
 PT0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0441
 PT0441  HISTORY     - Date     Condition        Report By
 PT0441  HISTORY     - 1934     MONUMENTED       CGS
 PT0441
 PT0441                          STATION DESCRIPTION
 PT0441
 PT0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0441'AT MIDLAND.
 PT0441'ALONG STATE HIGHWAY 14 AT CONCRETE BRIDGE AT EAST ENTRANCE TO
 PT0441'TOWN.  SET 2 FEET NORTHWEST OF THE END OF THE SOUTHEAST WINGWALL,
 PT0441'2 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0442 ***********************************************************************
 PT0442  DESIGNATION -  U 73 RESET
 PT0442  PID         -  PT0442
 PT0442  STATE/COUNTY-  SD/HAAKON
 PT0442  COUNTRY     -  US
 PT0442  USGS QUAD   -  MIDLAND (2017)
 PT0442
 PT0442                         *CURRENT SURVEY CONTROL
 PT0442  ______________________________________________________________________
 PT0442* NAD 83(1986) POSITION- 44 04 14.     (N) 101 08 54.     (W)   SCALED
 PT0442* NAVD 88 ORTHO HEIGHT -   571.950 (meters)     1876.47  (feet) ADJUSTED
 PT0442  ______________________________________________________________________
 PT0442  GEOID HEIGHT    -        -22.879 (meters)                     GEOID18
 PT0442  DYNAMIC HEIGHT  -        571.788 (meters)     1875.94  (feet) COMP
 PT0442  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 PT0442
 PT0442  VERT ORDER      -  FIRST     CLASS II
 PT0442
 PT0442.The horizontal coordinates were scaled from a map and have
 PT0442.an estimated accuracy of +/- 6 seconds.
 PT0442
 PT0442.The orthometric height was determined by differential leveling and
 PT0442.adjusted by the NATIONAL GEODETIC SURVEY
 PT0442.in June 1991.
 PT0442
 PT0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0442.GEOID18 height accuracy estimate available here.
 PT0442
 PT0442.Click photographs - Photos may exist for this station.
 PT0442
 PT0442.The dynamic height is computed by dividing the NAVD 88
 PT0442.geopotential number by the normal gravity value computed on the
 PT0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0442.degrees latitude (g = 980.6199 gals.).
 PT0442
 PT0442.The modeled gravity was interpolated from observed gravity values.
 PT0442
 PT0442;                    North         East    Units  Estimated Accuracy
 PT0442;SPC SD S     -   193,310.      534,720.      MT  (+/- 180 meters Scaled)
 PT0442
 PT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP279819(NAD 83)
 PT0442
 PT0442                          SUPERSEDED SURVEY CONTROL
 PT0442
 PT0442  NGVD 29 (??/??/??)  571.54   (m)         1875.1    (f) RESET       3  
 PT0442
 PT0442.Superseded values are not recommended for survey control.
 PT0442
 PT0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0442.See file dsdata.pdf to determine how the superseded data were derived.
 PT0442
 PT0442_MARKER: DB = BENCH MARK DISK
 PT0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0442_STAMPING: U 73 RESET 1957
 PT0442_MARK LOGO: CGS
 PT0442_PROJECTION: FLUSH
 PT0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0442+STABILITY: SURFACE MOTION
 PT0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0442+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0442
 PT0442  HISTORY     - Date     Condition        Report By
 PT0442  HISTORY     - 1957     MONUMENTED       CGS
 PT0442  HISTORY     - 1981     GOOD             NGS
 PT0442  HISTORY     - 1985     GOOD             NGS
 PT0442  HISTORY     - 20120605 GOOD             INDIV
 PT0442
 PT0442                          STATION DESCRIPTION
 PT0442
 PT0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PT0442'AT MIDLAND.
 PT0442'AT MIDLAND, HAAKON COUNTY, ALONG U.S. HIGHWAY 14, AT THE CONCRETE
 PT0442'BRIDGE AT THE EAST ENTRANCE TO THE TOWN AND PLACED IN CONCRETE
 PT0442'IN THE GROUND, 1.0 FOOT EAST OF THE SOUTHEAST WING WALL.  A
 PT0442'STANDARD DISK, STAMPED U 73 RESET 1957.
 PT0442
 PT0442                          STATION RECOVERY (1981)
 PT0442
 PT0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0442'RECOVERED IN GOOD CONDITION.
 PT0442
 PT0442                          STATION RECOVERY (1985)
 PT0442
 PT0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0442'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MIDLAND, AT
 PT0442'THE SOUTHEAST END OF A CONCRETE BRIDGE OVER MITCHELL CREEK, 3.8 METERS
 PT0442'(12.5 FT) SOUTH OF THE CENTER OF MAIN STREET AND 0.5 METER (1.5 FT)
 PT0442'EAST OF THE EAST END OF THE SOUTHEAST WINGWALL OF THE BRIDGE.
 PT0442'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 PT0442'THE MARK IS 0.4 M BELOW THE STREET.
 PT0442
 PT0442                          STATION RECOVERY (2012)
 PT0442
 PT0442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0442'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0885 ***********************************************************************
 PT0885  DESIGNATION -  U 74 RESET
 PT0885  PID         -  PT0885
 PT0885  STATE/COUNTY-  SD/STANLEY
 PT0885  COUNTRY     -  US
 PT0885  USGS QUAD   -  PRINCES RANCH (2017)
 PT0885
 PT0885                         *CURRENT SURVEY CONTROL
 PT0885  ______________________________________________________________________
 PT0885* NAD 83(1986) POSITION- 44 23 12.     (N) 100 45 50.     (W)   SCALED
 PT0885* NAVD 88 ORTHO HEIGHT -   585.17  (meters)     1919.8   (feet) RESET
 PT0885  ______________________________________________________________________
 PT0885  GEOID HEIGHT    -        -22.844 (meters)                     GEOID18
 PT0885  VERT ORDER      -  THIRD
 PT0885
 PT0885.The horizontal coordinates were scaled from a map and have
 PT0885.an estimated accuracy of +/- 6 seconds.
 PT0885
 PT0885.The orthometric height was computed from unverified reset data.
 PT0885
 PT0885.No vertical observational check was made to the station.
 PT0885
 PT0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0885.GEOID18 height accuracy estimate available here.
 PT0885
 PT0885.Click photographs - Photos may exist for this station.
 PT0885
 PT0885;                    North         East    Units  Estimated Accuracy
 PT0885;SPC SD S     -   228,210.      565,690.      MT  (+/- 180 meters Scaled)
 PT0885
 PT0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ595163(NAD 83)
 PT0885
 PT0885                          SUPERSEDED SURVEY CONTROL
 PT0885
 PT0885  NGVD 29 (04/17/07)  584.75   (m)         1918.5    (f) RESET       3  
 PT0885
 PT0885.Superseded values are not recommended for survey control.
 PT0885
 PT0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0885.See file dsdata.pdf to determine how the superseded data were derived.
 PT0885
 PT0885_MARKER: DV = VERTICAL CONTROL DISK
 PT0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0885_STAMPING: U 74 RESET 1983
 PT0885_MARK LOGO: NGS
 PT0885_PROJECTION: FLUSH
 PT0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0885+STABILITY: SURFACE MOTION
 PT0885
 PT0885  HISTORY     - Date     Condition        Report By
 PT0885  HISTORY     - 1983     MONUMENTED       NGS
 PT0885  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0885
 PT0885                          STATION DESCRIPTION
 PT0885
 PT0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PT0885'31.0 KM (19.2 MI) NW FROM FORT PIERRE.
 PT0885'16.6 KM (10.3 MI) WEST ALONG HIGHWAY 14-34 FROM THE JUNCTION OF
 PT0885'HIGHWAYS 14-34 AND 83 IN THE NORTH EDGE OF FORT PIERRE, THENCE
 PT0885'3.9 KM (2.4 MI) NORTHWEST ALONG HIGHWAY, THENCE 10.5 KM (6.5 MI)
 PT0885'WEST ALONG HIGHWAY, AND 30.5 METERS (100.0 FEET) SOUTH OF THE
 PT0885'CENTERLINE OF THE HIGHWAY.
 PT0885'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 PT0885
 PT0885                          STATION RECOVERY (1995)
 PT0885
 PT0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0885'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0592 ***********************************************************************
 PT0592  DESIGNATION -  U 75
 PT0592  PID         -  PT0592
 PT0592  STATE/COUNTY-  SD/HAAKON
 PT0592  COUNTRY     -  US
 PT0592  USGS QUAD   -  PHILIP (2017)
 PT0592
 PT0592                         *CURRENT SURVEY CONTROL
 PT0592  ______________________________________________________________________
 PT0592* NAD 83(1986) POSITION- 44 02 20.     (N) 101 38 35.     (W)   SCALED
 PT0592* NAVD 88 ORTHO HEIGHT -   654.534 (meters)     2147.42  (feet) ADJUSTED
 PT0592  ______________________________________________________________________
 PT0592  GEOID HEIGHT    -        -21.182 (meters)                     GEOID18
 PT0592  DYNAMIC HEIGHT  -        654.344 (meters)     2146.79  (feet) COMP
 PT0592  MODELED GRAVITY -    980,307.7   (mgal)                       NAVD 88
 PT0592
 PT0592  VERT ORDER      -  SECOND    CLASS 0
 PT0592
 PT0592.The horizontal coordinates were scaled from a map and have
 PT0592.an estimated accuracy of +/- 6 seconds.
 PT0592
 PT0592.The orthometric height was determined by differential leveling and
 PT0592.adjusted by the NATIONAL GEODETIC SURVEY
 PT0592.in June 1991.
 PT0592
 PT0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0592.GEOID18 height accuracy estimate available here.
 PT0592
 PT0592.Click photographs - Photos may exist for this station.
 PT0592
 PT0592.The dynamic height is computed by dividing the NAVD 88
 PT0592.geopotential number by the normal gravity value computed on the
 PT0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0592.degrees latitude (g = 980.6199 gals.).
 PT0592
 PT0592.The modeled gravity was interpolated from observed gravity values.
 PT0592
 PT0592;                    North         East    Units  Estimated Accuracy
 PT0592;SPC SD S     -   190,300.      495,030.      MT  (+/- 180 meters Scaled)
 PT0592
 PT0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP882795(NAD 83)
 PT0592
 PT0592                          SUPERSEDED SURVEY CONTROL
 PT0592
 PT0592  NGVD 29 (??/??/92)  654.083  (m)         2145.94   (f) ADJ UNCH    2 0
 PT0592
 PT0592.Superseded values are not recommended for survey control.
 PT0592
 PT0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0592.See file dsdata.pdf to determine how the superseded data were derived.
 PT0592
 PT0592_MARKER: DB = BENCH MARK DISK
 PT0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0592_STAMPING: U 75 1934
 PT0592_MARK LOGO: CGS
 PT0592_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0592+STABILITY: SURFACE MOTION
 PT0592
 PT0592  HISTORY     - Date     Condition        Report By
 PT0592  HISTORY     - 1934     MONUMENTED       CGS
 PT0592  HISTORY     - 1962     GOOD             CGS
 PT0592
 PT0592                          STATION DESCRIPTION
 PT0592
 PT0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0592'1.2 MI E FROM PHILIP.
 PT0592'ABOUT 1.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0592'FROM THE STATION AT PHILIP, 14 1/2 POLES EAST OF A PRIVATE ROAD
 PT0592'CROSSING, 83 FEET NORTH OF THE NORTH RAIL, 1 1/2 FEET SOUTH OF A
 PT0592'FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PT0592'BELOW THE LEVEL OF THE RAIL, IN SECTION 18, T 1 N, R 21 E, AND
 PT0592'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0351 ***********************************************************************
 PT0351  DESIGNATION -  U 76
 PT0351  PID         -  PT0351
 PT0351  STATE/COUNTY-  SD/STANLEY
 PT0351  COUNTRY     -  US
 PT0351  USGS QUAD   -  TETON (2017)
 PT0351
 PT0351                         *CURRENT SURVEY CONTROL
 PT0351  ______________________________________________________________________
 PT0351* NAD 83(1986) POSITION- 44 16 35.32   (N) 100 31 25.75   (W)   HD_HELD1
 PT0351* NAVD 88 ORTHO HEIGHT -   467.185 (meters)     1532.76  (feet) ADJUSTED
 PT0351  ______________________________________________________________________
 PT0351  GEOID HEIGHT    -        -23.569 (meters)                     GEOID18
 PT0351  DYNAMIC HEIGHT  -        467.078 (meters)     1532.41  (feet) COMP
 PT0351  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 PT0351
 PT0351  VERT ORDER      -  SECOND    CLASS 0
 PT0351
 PT0351.The horizontal coordinates were determined by differentially corrected
 PT0351.hand held GPS observations or other comparable positioning techniques
 PT0351.and have an estimated accuracy of +/- 3 meters.
 PT0351
 PT0351.The orthometric height was determined by differential leveling and
 PT0351.adjusted by the NATIONAL GEODETIC SURVEY
 PT0351.in June 1991.
 PT0351
 PT0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0351.GEOID18 height accuracy estimate available here.
 PT0351
 PT0351.Click photographs - Photos may exist for this station.
 PT0351
 PT0351.The dynamic height is computed by dividing the NAVD 88
 PT0351.geopotential number by the normal gravity value computed on the
 PT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0351.degrees latitude (g = 980.6199 gals.).
 PT0351
 PT0351.The modeled gravity was interpolated from observed gravity values.
 PT0351
 PT0351;                    North         East    Units  Estimated Accuracy
 PT0351;SPC SD S     -   215,891.6     584,793.4     MT  (+/- 3 meters HH1 GPS) 
 PT0351
 PT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7839703710(NAD 83)
 PT0351
 PT0351                          SUPERSEDED SURVEY CONTROL
 PT0351
 PT0351  NGVD 29 (??/??/92)  466.792  (m)         1531.47   (f) ADJ UNCH    2 0
 PT0351
 PT0351.Superseded values are not recommended for survey control.
 PT0351
 PT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0351.See file dsdata.pdf to determine how the superseded data were derived.
 PT0351
 PT0351_MARKER: DB = BENCH MARK DISK
 PT0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0351_STAMPING: U 76 1934
 PT0351_MARK LOGO: CGS
 PT0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0351+STABILITY: SURFACE MOTION
 PT0351
 PT0351  HISTORY     - Date     Condition        Report By
 PT0351  HISTORY     - 1934     MONUMENTED       CGS
 PT0351
 PT0351                          STATION DESCRIPTION
 PT0351
 PT0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0351'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0351'THE STATION AT TETON, STANLEY COUNTY, AT MILEPOST 495, 84 FEET
 PT0351'WEST OF THE CENTER OF A GATEWAY, 45 FEET NORTH OF THE CENTERLINE
 PT0351'OF THE TRACK, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK,
 PT0351'STAMPED U 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0009 ***********************************************************************
 OS0009  DESIGNATION -  U 8
 OS0009  PID         -  OS0009
 OS0009  STATE/COUNTY-  SD/LYMAN
 OS0009  COUNTRY     -  US
 OS0009  USGS QUAD   -  VIVIAN (2017)
 OS0009
 OS0009                         *CURRENT SURVEY CONTROL
 OS0009  ______________________________________________________________________
 OS0009* NAD 83(1986) POSITION- 43 55 48.     (N) 100 17 33.     (W)   SCALED
 OS0009* NAVD 88 ORTHO HEIGHT -   594.631 (meters)     1950.89  (feet) ADJUSTED
 OS0009  ______________________________________________________________________
 OS0009  GEOID HEIGHT    -        -24.734 (meters)                     GEOID18
 OS0009  DYNAMIC HEIGHT  -        594.454 (meters)     1950.30  (feet) COMP
 OS0009  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 OS0009
 OS0009  VERT ORDER      -  FIRST     CLASS II
 OS0009
 OS0009.The horizontal coordinates were scaled from a map and have
 OS0009.an estimated accuracy of +/- 6 seconds.
 OS0009
 OS0009.The orthometric height was determined by differential leveling and
 OS0009.adjusted by the NATIONAL GEODETIC SURVEY
 OS0009.in June 1991.
 OS0009
 OS0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0009.GEOID18 height accuracy estimate available here.
 OS0009
 OS0009.Click photographs - Photos may exist for this station.
 OS0009
 OS0009.The dynamic height is computed by dividing the NAVD 88
 OS0009.geopotential number by the normal gravity value computed on the
 OS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0009.degrees latitude (g = 980.6199 gals.).
 OS0009
 OS0009.The modeled gravity was interpolated from observed gravity values.
 OS0009
 OS0009;                    North         East    Units  Estimated Accuracy
 OS0009;SPC SD S     -   177,380.      603,280.      MT  (+/- 180 meters Scaled)
 OS0009
 OS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP962649(NAD 83)
 OS0009
 OS0009                          SUPERSEDED SURVEY CONTROL
 OS0009
 OS0009  NGVD 29 (??/??/92)  594.218  (m)         1949.53   (f) ADJ UNCH    1 2
 OS0009
 OS0009.Superseded values are not recommended for survey control.
 OS0009
 OS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0009.See file dsdata.pdf to determine how the superseded data were derived.
 OS0009
 OS0009_MARKER: DB = BENCH MARK DISK
 OS0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0009_SP_SET: BUILDING
 OS0009_STAMPING: U 8 1925
 OS0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0009
 OS0009  HISTORY     - Date     Condition        Report By
 OS0009  HISTORY     - 1925     MONUMENTED       CGS
 OS0009  HISTORY     - 1935     GOOD             CGS
 OS0009  HISTORY     - 19910628 MARK NOT FOUND   NGS
 OS0009
 OS0009                          STATION DESCRIPTION
 OS0009
 OS0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0009'AT VIVIAN.
 OS0009'AT VIVIAN, LYMAN COUNTY, AT THE SOUTH SIDE OF THE CONSOLIDATED
 OS0009'SCHOOL BUILDING, IN A PROJECTION OF THE FOUNDATION AT THE
 OS0009'EAST SIDE OF THE MAIN ENTRANCE, 5.5 FEET EAST OF THE
 OS0009'CENTER OF THE ENTRANCE, AND 6 INCHES HIGHER THAN THE ENTRANCE.
 OS0009
 OS0009                          STATION RECOVERY (1991)
 OS0009
 OS0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0009'THE BUILDING AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 OS0009'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0186 ***********************************************************************
 PS0186  DESIGNATION -  U 80
 PS0186  PID         -  PS0186
 PS0186  STATE/COUNTY-  SD/BUFFALO
 PS0186  COUNTRY     -  US
 PS0186  USGS QUAD   -  GANNVALLEY (2017)
 PS0186
 PS0186                         *CURRENT SURVEY CONTROL
 PS0186  ______________________________________________________________________
 PS0186* NAD 83(1986) POSITION- 44 04 46.     (N) 098 55 57.     (W)   SCALED
 PS0186* NAVD 88 ORTHO HEIGHT -   496.796 (meters)     1629.90  (feet) ADJUSTED
 PS0186  ______________________________________________________________________
 PS0186  GEOID HEIGHT    -        -25.141 (meters)                     GEOID18
 PS0186  DYNAMIC HEIGHT  -        496.676 (meters)     1629.51  (feet) COMP
 PS0186  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 PS0186
 PS0186  VERT ORDER      -  SECOND    CLASS 0
 PS0186
 PS0186.The horizontal coordinates were scaled from a map and have
 PS0186.an estimated accuracy of +/- 6 seconds.
 PS0186
 PS0186.The orthometric height was determined by differential leveling and
 PS0186.adjusted by the NATIONAL GEODETIC SURVEY
 PS0186.in June 1991.
 PS0186
 PS0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0186.GEOID18 height accuracy estimate available here.
 PS0186
 PS0186.Click photographs - Photos may exist for this station.
 PS0186
 PS0186.The dynamic height is computed by dividing the NAVD 88
 PS0186.geopotential number by the normal gravity value computed on the
 PS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0186.degrees latitude (g = 980.6199 gals.).
 PS0186
 PS0186.The modeled gravity was interpolated from observed gravity values.
 PS0186
 PS0186;                    North         East    Units  Estimated Accuracy
 PS0186;SPC SD S     -   194,930.      712,190.      MT  (+/- 180 meters Scaled)
 PS0186
 PS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP054806(NAD 83)
 PS0186
 PS0186                          SUPERSEDED SURVEY CONTROL
 PS0186
 PS0186  NGVD 29 (??/??/92)  496.447  (m)         1628.76   (f) ADJ UNCH    2 0
 PS0186
 PS0186.Superseded values are not recommended for survey control.
 PS0186
 PS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0186.See file dsdata.pdf to determine how the superseded data were derived.
 PS0186
 PS0186_MARKER: DB = BENCH MARK DISK
 PS0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0186_SP_SET: BRIDGE
 PS0186_STAMPING: U 80 1934
 PS0186_MARK LOGO: CGS
 PS0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0186
 PS0186  HISTORY     - Date     Condition        Report By
 PS0186  HISTORY     - 1934     MONUMENTED       CGS
 PS0186
 PS0186                          STATION DESCRIPTION
 PS0186
 PS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0186'3 MI N FROM GANN VALLEY.
 PS0186'ABOUT 3 MILES NORTH OF GANN VALLEY TO THE JUNCTION OF STATE HYS 34
 PS0186'AND 45, THENCE 2.5 MILES EAST.  ALONG STATE HIGHWAY 34 AT 36 FOOT
 PS0186'CONCRETE BRIDGE, 60 FEET WEST OF PRIVATE ENTRANCE.  SET IN THE
 PS0186'EAST END OF THE SOUTH HUBGUARD, 0.5 FOOT ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0187 ***********************************************************************
 PS0187  DESIGNATION -  U 80 RESET
 PS0187  PID         -  PS0187
 PS0187  STATE/COUNTY-  SD/BUFFALO
 PS0187  COUNTRY     -  US
 PS0187  USGS QUAD   -  GANNVALLEY (2017)
 PS0187
 PS0187                         *CURRENT SURVEY CONTROL
 PS0187  ______________________________________________________________________
 PS0187* NAD 83(1986) POSITION- 44 04 46.     (N) 098 55 59.     (W)   SCALED
 PS0187* NAVD 88 ORTHO HEIGHT -   497.54  (+/-2cm)     1632.3   (feet) VERTCON3
 PS0187  ______________________________________________________________________
 PS0187  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 PS0187  VERT ORDER      -  THIRD (See Below)
 PS0187
 PS0187.The horizontal coordinates were scaled from a map and have
 PS0187.an estimated accuracy of +/- 6 seconds.
 PS0187
 PS0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0187
 PS0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0187.GEOID18 height accuracy estimate available here.
 PS0187
 PS0187.The vertical order pertains to the NGVD 29 superseded value.
 PS0187
 PS0187.Click photographs - Photos may exist for this station.
 PS0187
 PS0187;                    North         East    Units  Estimated Accuracy
 PS0187;SPC SD S     -   194,930.      712,150.      MT  (+/- 180 meters Scaled)
 PS0187
 PS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP053806(NAD 83)
 PS0187
 PS0187                          SUPERSEDED SURVEY CONTROL
 PS0187
 PS0187  NGVD 29 (??/??/??)  497.19   (m)         1631.2    (f) RESET       3  
 PS0187
 PS0187.Superseded values are not recommended for survey control.
 PS0187
 PS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0187.See file dsdata.pdf to determine how the superseded data were derived.
 PS0187
 PS0187_MARKER: DB = BENCH MARK DISK
 PS0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0187_SP_SET: CULVERT
 PS0187_STAMPING: U 80 RESET 1952
 PS0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0187
 PS0187  HISTORY     - Date     Condition        Report By
 PS0187  HISTORY     - 1952     MONUMENTED       SDHD
 PS0187
 PS0187                          STATION DESCRIPTION
 PS0187
 PS0187'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0187'5.5 MI NE FROM GANNVALLEY.
 PS0187'ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 45 FROM GANNVALLEY,
 PS0187'BUFFALO COUNTY, THENCE 2.5 MILES EAST ALONG STATE HIGHWAY 34,
 PS0187'AT A TRIPLE 10-BY 6-FOOT REINFORCED-CONCRETE BOX CULVERT, IN THE
 PS0187'TOP OF THE NORTH PARAPET WALL, AND 24.5 FEET NORTH OF THE CENTERLINE
 PS0187'OF THE HIGHWAY AT SURVEY STATION 140 + 45.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0123 ***********************************************************************
 PS0123  DESIGNATION -  U 81
 PS0123  PID         -  PS0123
 PS0123  STATE/COUNTY-  SD/SANBORN
 PS0123  COUNTRY     -  US
 PS0123  USGS QUAD   -  WOONSOCKET (2017)
 PS0123
 PS0123                         *CURRENT SURVEY CONTROL
 PS0123  ______________________________________________________________________
 PS0123* NAD 83(1986) POSITION- 44 03 13.     (N) 098 16 39.     (W)   SCALED
 PS0123* NAVD 88 ORTHO HEIGHT -   398.616 (meters)     1307.79  (feet) ADJUSTED
 PS0123  ______________________________________________________________________
 PS0123  GEOID HEIGHT    -        -25.495 (meters)                     GEOID18
 PS0123  DYNAMIC HEIGHT  -        398.535 (meters)     1307.53  (feet) COMP
 PS0123  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 PS0123
 PS0123  VERT ORDER      -  SECOND    CLASS 0
 PS0123
 PS0123.The horizontal coordinates were scaled from a map and have
 PS0123.an estimated accuracy of +/- 6 seconds.
 PS0123
 PS0123.The orthometric height was determined by differential leveling and
 PS0123.adjusted by the NATIONAL GEODETIC SURVEY
 PS0123.in June 1991.
 PS0123
 PS0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0123.GEOID18 height accuracy estimate available here.
 PS0123
 PS0123.Click photographs - Photos may exist for this station.
 PS0123
 PS0123.The dynamic height is computed by dividing the NAVD 88
 PS0123.geopotential number by the normal gravity value computed on the
 PS0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0123.degrees latitude (g = 980.6199 gals.).
 PS0123
 PS0123.The modeled gravity was interpolated from observed gravity values.
 PS0123
 PS0123;                    North         East    Units  Estimated Accuracy
 PS0123;SPC SD S     -   193,150.      764,720.      MT  (+/- 180 meters Scaled)
 PS0123
 PS0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP578780(NAD 83)
 PS0123
 PS0123                          SUPERSEDED SURVEY CONTROL
 PS0123
 PS0123  NGVD 29 (??/??/92)  398.321  (m)         1306.82   (f) ADJ UNCH    2 0
 PS0123
 PS0123.Superseded values are not recommended for survey control.
 PS0123
 PS0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0123.See file dsdata.pdf to determine how the superseded data were derived.
 PS0123
 PS0123_MARKER: DB = BENCH MARK DISK
 PS0123_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PS0123+WITH SETTING: PAVEMENT
 PS0123_SP_SET: STONE BLOCK
 PS0123_STAMPING: U 81 1934
 PS0123_MARK LOGO: CGS
 PS0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0123+STABILITY: SURFACE MOTION
 PS0123
 PS0123  HISTORY     - Date     Condition        Report By
 PS0123  HISTORY     - 1934     MONUMENTED       CGS
 PS0123
 PS0123                          STATION DESCRIPTION
 PS0123
 PS0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0123'AT WOONSOCKET.
 PS0123'AT WOONSOCKET, SANBORN COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 PS0123'SOUTH ENTRANCE, ON THE WEST SIDE OF THE DOOR, AND IN A SANDSTONE
 PS0123'BLOCK.  A STANDARD DISK, STAMPED U 81 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0527 ***********************************************************************
 PR0527  DESIGNATION -  U 82
 PR0527  PID         -  PR0527
 PR0527  STATE/COUNTY-  SD/MINER
 PR0527  COUNTRY     -  US
 PR0527  USGS QUAD   -  HOWARD (2017)
 PR0527
 PR0527                         *CURRENT SURVEY CONTROL
 PR0527  ______________________________________________________________________
 PR0527* NAD 83(1986) POSITION- 44 00 45.     (N) 097 35 58.     (W)   SCALED
 PR0527* NAVD 88 ORTHO HEIGHT -   449.044 (meters)     1473.24  (feet) ADJUSTED
 PR0527  ______________________________________________________________________
 PR0527  GEOID HEIGHT    -        -25.727 (meters)                     GEOID18
 PR0527  DYNAMIC HEIGHT  -        448.945 (meters)     1472.91  (feet) COMP
 PR0527  MODELED GRAVITY -    980,385.4   (mgal)                       NAVD 88
 PR0527
 PR0527  VERT ORDER      -  SECOND    CLASS 0
 PR0527
 PR0527.The horizontal coordinates were scaled from a map and have
 PR0527.an estimated accuracy of +/- 6 seconds.
 PR0527
 PR0527.The orthometric height was determined by differential leveling and
 PR0527.adjusted by the NATIONAL GEODETIC SURVEY
 PR0527.in June 1991.
 PR0527
 PR0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0527.GEOID18 height accuracy estimate available here.
 PR0527
 PR0527.Click photographs - Photos may exist for this station.
 PR0527
 PR0527.The dynamic height is computed by dividing the NAVD 88
 PR0527.geopotential number by the normal gravity value computed on the
 PR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0527.degrees latitude (g = 980.6199 gals.).
 PR0527
 PR0527.The modeled gravity was interpolated from observed gravity values.
 PR0527
 PR0527;                    North         East    Units  Estimated Accuracy
 PR0527;SPC SD S     -   190,150.      819,170.      MT  (+/- 180 meters Scaled)
 PR0527
 PR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP122742(NAD 83)
 PR0527
 PR0527                          SUPERSEDED SURVEY CONTROL
 PR0527
 PR0527  NGVD 29 (??/??/92)  448.758  (m)         1472.30   (f) ADJ UNCH    2 0
 PR0527
 PR0527.Superseded values are not recommended for survey control.
 PR0527
 PR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0527.See file dsdata.pdf to determine how the superseded data were derived.
 PR0527
 PR0527_MARKER: DB = BENCH MARK DISK
 PR0527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0527_SP_SET: BOX CULVERT
 PR0527_STAMPING: U 82 1934
 PR0527_MARK LOGO: CGS
 PR0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0527+STABILITY: SURFACE MOTION
 PR0527
 PR0527  HISTORY     - Date     Condition        Report By
 PR0527  HISTORY     - 1934     MONUMENTED       CGS
 PR0527
 PR0527                          STATION DESCRIPTION
 PR0527
 PR0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0527'AT VILAS.
 PR0527'AT VILAS, MINER COUNTY, ABOUT 6 POLES NORTH OF THE CHICAGO AND
 PR0527'NORTH WESTERN RAILWAY STATION, AT A 4- BY 4-FOOT LIMESTONE BOX
 PR0527'CULVERT, IN THE SOUTHEAST CORNER OF THE NORTHEAST LIMESTONE
 PR0527'HEAD WALL, 16 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 PR0527'AND ABOUT 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 PR0527'STAMPED U 82 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0033 ***********************************************************************
 PS0033  DESIGNATION -  U 83
 PS0033  PID         -  PS0033
 PS0033  STATE/COUNTY-  SD/BEADLE
 PS0033  COUNTRY     -  US
 PS0033  USGS QUAD   -  LAKE BYRON (2017)
 PS0033
 PS0033                         *CURRENT SURVEY CONTROL
 PS0033  ______________________________________________________________________
 PS0033* NAD 83(1986) POSITION- 44 30 52.     (N) 098 12 49.     (W)   SCALED
 PS0033* NAVD 88 ORTHO HEIGHT -   390.394 (meters)     1280.82  (feet) ADJUSTED
 PS0033  ______________________________________________________________________
 PS0033  GEOID HEIGHT    -        -24.680 (meters)                     GEOID18
 PS0033  DYNAMIC HEIGHT  -        390.337 (meters)     1280.63  (feet) COMP
 PS0033  MODELED GRAVITY -    980,459.7   (mgal)                       NAVD 88
 PS0033
 PS0033  VERT ORDER      -  SECOND    CLASS 0
 PS0033
 PS0033.The horizontal coordinates were scaled from a map and have
 PS0033.an estimated accuracy of +/- 6 seconds.
 PS0033
 PS0033.The orthometric height was determined by differential leveling and
 PS0033.adjusted by the NATIONAL GEODETIC SURVEY
 PS0033.in June 1991.
 PS0033
 PS0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0033.GEOID18 height accuracy estimate available here.
 PS0033
 PS0033.Click photographs - Photos may exist for this station.
 PS0033
 PS0033.The dynamic height is computed by dividing the NAVD 88
 PS0033.geopotential number by the normal gravity value computed on the
 PS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0033.degrees latitude (g = 980.6199 gals.).
 PS0033
 PS0033.The modeled gravity was interpolated from observed gravity values.
 PS0033
 PS0033;                    North         East    Units  Estimated Accuracy
 PS0033;SPC SD N     -    77,250.      742,020.      MT  (+/- 180 meters Scaled)
 PS0033
 PS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625293(NAD 83)
 PS0033
 PS0033                          SUPERSEDED SURVEY CONTROL
 PS0033
 PS0033  NGVD 29 (??/??/92)  390.13   (m)         1280.0    (f) COMPUTED    2 0
 PS0033
 PS0033.Superseded values are not recommended for survey control.
 PS0033
 PS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0033.See file dsdata.pdf to determine how the superseded data were derived.
 PS0033
 PS0033_MARKER: DB = BENCH MARK DISK
 PS0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0033_SP_SET: CULVERT HEADWALL
 PS0033_STAMPING: U 83 1934
 PS0033_MARK LOGO: CGS
 PS0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0033+STABILITY: SURFACE MOTION
 PS0033
 PS0033  HISTORY     - Date     Condition        Report By
 PS0033  HISTORY     - 1934     MONUMENTED       CGS
 PS0033  HISTORY     - 1951     MARK NOT FOUND   USGS
 PS0033  HISTORY     - 19950101 GOOD             SDDENR
 PS0033
 PS0033                          STATION DESCRIPTION
 PS0033
 PS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0033'10.2 MI N FROM HURON.
 PS0033'10.2 MILES NORTH OF C AND NW DEPOT, ALONG HIWAY 37, 350 FEET
 PS0033'SOUTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 12 FEET
 PS0033'EAST OF CENTERLINE OF HIWAY.  20 FEET WEST OF RIGHT OF WAY FENCE,
 PS0033'SET IN NORTH END OF EAST HEADWALL OF DOUBLE 5 X 5 FT CONCRETE BOX
 PS0033'CULVERT.  2 FEET ABOVE ROAD LEVEL.
 PS0033
 PS0033                          STATION RECOVERY (1951)
 PS0033
 PS0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PS0033'MARK NOT FOUND.
 PS0033
 PS0033                          STATION RECOVERY (1995)
 PS0033
 PS0033'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0033'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0034 ***********************************************************************
 PS0034  DESIGNATION -  U 83 RESET
 PS0034  PID         -  PS0034
 PS0034  STATE/COUNTY-  SD/BEADLE
 PS0034  COUNTRY     -  US
 PS0034  USGS QUAD   -  LAKE BYRON (2017)
 PS0034
 PS0034                         *CURRENT SURVEY CONTROL
 PS0034  ______________________________________________________________________
 PS0034* NAD 83(1986) POSITION- 44 30 53.     (N) 098 12 48.     (W)   SCALED
 PS0034* NAVD 88 ORTHO HEIGHT -   390.54  (meters)     1281.3   (feet) RESET
 PS0034  ______________________________________________________________________
 PS0034  GEOID HEIGHT    -        -24.679 (meters)                     GEOID18
 PS0034  VERT ORDER      -  THIRD
 PS0034
 PS0034.The horizontal coordinates were scaled from a map and have
 PS0034.an estimated accuracy of +/- 6 seconds.
 PS0034
 PS0034.The orthometric height was computed from unverified reset data.
 PS0034
 PS0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0034.GEOID18 height accuracy estimate available here.
 PS0034
 PS0034.Click photographs - Photos may exist for this station.
 PS0034
 PS0034;                    North         East    Units  Estimated Accuracy
 PS0034;SPC SD N     -    77,290.      742,040.      MT  (+/- 180 meters Scaled)
 PS0034
 PS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625293(NAD 83)
 PS0034
 PS0034                          SUPERSEDED SURVEY CONTROL
 PS0034
 PS0034.No superseded survey control is available for this station.
 PS0034
 PS0034_MARKER: DB = BENCH MARK DISK
 PS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0034_STAMPING: U 83 RESET 1951
 PS0034_MARK LOGO: CGS
 PS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0034+STABILITY: SURFACE MOTION
 PS0034
 PS0034  HISTORY     - Date     Condition        Report By
 PS0034  HISTORY     - 1951     MONUMENTED       SDHD
 PS0034  HISTORY     - 1956     GOOD             CGS
 PS0034
 PS0034                          STATION DESCRIPTION
 PS0034
 PS0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PS0034'10.2 MI N FROM HURON.
 PS0034'10.2 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 PS0034'NORTH WESTERN RAILWAY CROSSING ON DAKOTA AVENUE IN HURON, BEADLE
 PS0034'COUNTY, 318 FEET SOUTH AND 93 FEET EAST OF THE NORTHWEST CORNER
 PS0034'OF SECTION 18, T 112 N, R 61 W, AT THE TOP OF A SMALL RISE, AND
 PS0034'IN A PASTURE ON THE NORTH SIDE OF A RAVINE.  A STANDARD DISK,
 PS0034'STAMPED U 83 RESET 1951, AND SET IN THE TOP OF A CONCRETE POST.
 PS0034'312 FEET SOUTH AND 117 FEET EAST OF CENTERLINE OF CROSS-ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0427 ***********************************************************************
 PR0427  DESIGNATION -  U 84
 PR0427  PID         -  PR0427
 PR0427  STATE/COUNTY-  SD/CODINGTON
 PR0427  COUNTRY     -  US
 PR0427  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0427
 PR0427                         *CURRENT SURVEY CONTROL
 PR0427  ______________________________________________________________________
 PR0427* NAD 83(1986) POSITION- 44 54 20.3    (N) 097 07 20.1    (W)   HD_HELD2
 PR0427* NAVD 88 ORTHO HEIGHT -   526.539 (meters)     1727.49  (feet) ADJUSTED
 PR0427  ______________________________________________________________________
 PR0427  GEOID HEIGHT    -        -25.121 (meters)                     GEOID18
 PR0427  DYNAMIC HEIGHT  -        526.462 (meters)     1727.23  (feet) COMP
 PR0427  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR0427
 PR0427  VERT ORDER      -  FIRST     CLASS II
 PR0427
 PR0427.The horizontal coordinates were established by autonomous hand held GPS
 PR0427.observations and have an estimated accuracy of +/- 10 meters.
 PR0427
 PR0427.The orthometric height was determined by differential leveling and
 PR0427.adjusted by the NATIONAL GEODETIC SURVEY
 PR0427.in June 1991.
 PR0427
 PR0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0427.GEOID18 height accuracy estimate available here.
 PR0427
 PR0427.Click photographs - Photos may exist for this station.
 PR0427
 PR0427.The dynamic height is computed by dividing the NAVD 88
 PR0427.geopotential number by the normal gravity value computed on the
 PR0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0427.degrees latitude (g = 980.6199 gals.).
 PR0427
 PR0427.The modeled gravity was interpolated from observed gravity values.
 PR0427
 PR0427;                    North         East    Units  Estimated Accuracy
 PR0427;SPC SD N     -   123,196.      827,213.      MT  (+/- 10 meters HH2 GPS)
 PR0427
 PR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4823874183(NAD 83)
 PR0427
 PR0427                          SUPERSEDED SURVEY CONTROL
 PR0427
 PR0427  NGVD 29 (??/??/92)  526.248  (m)         1726.53   (f) ADJ UNCH    1 2
 PR0427
 PR0427.Superseded values are not recommended for survey control.
 PR0427
 PR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0427.See file dsdata.pdf to determine how the superseded data were derived.
 PR0427
 PR0427_MARKER: DB = BENCH MARK DISK
 PR0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0427_STAMPING: U 84 1934
 PR0427_MARK LOGO: CGS
 PR0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0427+STABILITY: SURFACE MOTION
 PR0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0427+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR0427
 PR0427  HISTORY     - Date     Condition        Report By
 PR0427  HISTORY     - 1934     MONUMENTED       CGS
 PR0427  HISTORY     - 19900721 GOOD             NGS
 PR0427  HISTORY     - 19950925 GOOD             NGS
 PR0427  HISTORY     - 19961011 GOOD             CHANCE
 PR0427
 PR0427                          STATION DESCRIPTION
 PR0427
 PR0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0427'AT WATERTOWN.
 PR0427'AT WATERTOWN, CODINGTON COUNTY, ABOUT 0.6 MILE NORTHWEST OF
 PR0427'THE MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, ABOUT 275
 PR0427'FEET SOUTHEAST OF THE CROSSING OF THE GREAT NORTHERN RAILWAY,
 PR0427'90 FEET NORTHEAST OF THE G.N.RY. TRACK, 48 FEET SOUTHWEST
 PR0427'OF THE M. AND ST.L.R.R. TRACK, AND ABOUT 1 FOOT LOWER THAN
 PR0427'THE TRACK.  A STANDARD DISK, STAMPED U 84 1934 AND SET IN THE
 PR0427'TOP OF A CONCRETE POST.
 PR0427
 PR0427                          STATION RECOVERY (1990)
 PR0427
 PR0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0427'0.4 KM (0.2 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 PR0427'FROM THE JUNCTION OF 3RD STREET WEST IN WATERTOWN, 40.2 M (131.9 FT)
 PR0427'SOUTHEAST OF A SWITCH STAND, 23.0 M (75.5 FT) EAST-NORTHEAST OF THE
 PR0427'NEAR RAIL, 22.7 M (74.5 FT) SOUTH OF THE EXTENDED CENTER OF 4TH
 PR0427'AVENUE, 6.4 M (21.0 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY WIRES,
 PR0427'0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACKS, 0.65 M (2.13 FT)
 PR0427'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR0427'SURFACE.
 PR0427
 PR0427                          STATION RECOVERY (1995)
 PR0427
 PR0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0427'IN WATERTOWN, AT THE INTERSECTION OF THE DAKOTA MINNESOTA EASTERN
 PR0427'RAILROAD AND 4TH AVENUE, 22.9 M (75.1 FT) NORTHEAST OF THE NEAR RAIL,
 PR0427'21.1 M (69.2 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 21.1 M
 PR0427'(69.2 FT) SOUTHWEST OF A T-JUNCTION UTILITY POLE WITH 2 GUY CABLES,
 PR0427'0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 PR0427'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PR0427
 PR0427                          STATION RECOVERY (1996)
 PR0427
 PR0427'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR0427'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0287 ***********************************************************************
 QQ0287  DESIGNATION -  U 85
 QQ0287  PID         -  QQ0287
 QQ0287  STATE/COUNTY-  SD/CLARK
 QQ0287  COUNTRY     -  US
 QQ0287  USGS QUAD   -  CROCKER (2017)
 QQ0287
 QQ0287                         *CURRENT SURVEY CONTROL
 QQ0287  ______________________________________________________________________
 QQ0287* NAD 83(1986) POSITION- 45 05 52.     (N) 097 45 21.     (W)   SCALED
 QQ0287* NAVD 88 ORTHO HEIGHT -   539.066 (meters)     1768.59  (feet) ADJUSTED
 QQ0287  ______________________________________________________________________
 QQ0287  GEOID HEIGHT    -        -24.679 (meters)                     GEOID18
 QQ0287  DYNAMIC HEIGHT  -        538.995 (meters)     1768.35  (feet) COMP
 QQ0287  MODELED GRAVITY -    980,469.2   (mgal)                       NAVD 88
 QQ0287
 QQ0287  VERT ORDER      -  SECOND    CLASS 0
 QQ0287
 QQ0287.The horizontal coordinates were scaled from a map and have
 QQ0287.an estimated accuracy of +/- 6 seconds.
 QQ0287
 QQ0287.The orthometric height was determined by differential leveling and
 QQ0287.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0287.in June 1991.
 QQ0287
 QQ0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0287.GEOID18 height accuracy estimate available here.
 QQ0287
 QQ0287.Click photographs - Photos may exist for this station.
 QQ0287
 QQ0287.The dynamic height is computed by dividing the NAVD 88
 QQ0287.geopotential number by the normal gravity value computed on the
 QQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0287.degrees latitude (g = 980.6199 gals.).
 QQ0287
 QQ0287.The modeled gravity was interpolated from observed gravity values.
 QQ0287
 QQ0287;                    North         East    Units  Estimated Accuracy
 QQ0287;SPC SD N     -   142,960.      776,610.      MT  (+/- 180 meters Scaled)
 QQ0287
 QQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ978945(NAD 83)
 QQ0287
 QQ0287                          SUPERSEDED SURVEY CONTROL
 QQ0287
 QQ0287  NGVD 29 (??/??/92)  538.750  (m)         1767.55   (f) ADJ UNCH    2 0
 QQ0287
 QQ0287.Superseded values are not recommended for survey control.
 QQ0287
 QQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0287.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0287
 QQ0287_MARKER: DB = BENCH MARK DISK
 QQ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0287_STAMPING: U 85 1934
 QQ0287_MARK LOGO: CGS
 QQ0287_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0287+STABILITY: SURFACE MOTION
 QQ0287
 QQ0287  HISTORY     - Date     Condition        Report By
 QQ0287  HISTORY     - 1934     MONUMENTED       CGS
 QQ0287  HISTORY     - 1973     GOOD             USGS
 QQ0287  HISTORY     - 19950101 GOOD             SDDENR
 QQ0287
 QQ0287                          STATION DESCRIPTION
 QQ0287
 QQ0287'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QQ0287'1.5 MI SE FROM CROCKER.
 QQ0287'ABOUT 1.5 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST LOUIS
 QQ0287'RAILROAD FROM THE STATION AT CROCKER, CLARK COUNTY, ABOUT 1
 QQ0287'POLE NORTHWEST OF MILEPOST 272, ABOUT 1620 FT SE ALONG TRACKS FROM
 QQ0287'ROAD CROSSING AT THE NW END OF A LONG FILL, ABOUT 205 FT NW FROM
 QQ0287'FENCE CORNER, 45 FT NORTH OF THE CENTER LINE OF THE TRACK, 4 FT
 QQ0287'SOUTH OF RIGHT OF WAY FENCE, AND ABOUT 2 FT LOWER THAN TRACK.
 QQ0287'A STANDARD DISK STAMPED U 85 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0287'POST.
 QQ0287
 QQ0287                          STATION RECOVERY (1995)
 QQ0287
 QQ0287'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0287'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0108 ***********************************************************************
 QR0108  DESIGNATION -  U 86
 QR0108  PID         -  QR0108
 QR0108  STATE/COUNTY-  SD/SPINK
 QR0108  COUNTRY     -  US
 QR0108  USGS QUAD   -  MELLETTE (2017)
 QR0108
 QR0108                         *CURRENT SURVEY CONTROL
 QR0108  ______________________________________________________________________
 QR0108* NAD 83(1986) POSITION- 45 09 15.     (N) 098 29 46.     (W)   SCALED
 QR0108* NAVD 88 ORTHO HEIGHT -   397.410 (meters)     1303.84  (feet) ADJUSTED
 QR0108  ______________________________________________________________________
 QR0108  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 QR0108  DYNAMIC HEIGHT  -        397.373 (meters)     1303.71  (feet) COMP
 QR0108  MODELED GRAVITY -    980,511.7   (mgal)                       NAVD 88
 QR0108
 QR0108  VERT ORDER      -  FIRST     CLASS II
 QR0108
 QR0108.The horizontal coordinates were scaled from a map and have
 QR0108.an estimated accuracy of +/- 6 seconds.
 QR0108
 QR0108.The orthometric height was determined by differential leveling and
 QR0108.adjusted by the NATIONAL GEODETIC SURVEY
 QR0108.in June 1991.
 QR0108
 QR0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0108.GEOID18 height accuracy estimate available here.
 QR0108
 QR0108.Click photographs - Photos may exist for this station.
 QR0108
 QR0108.The dynamic height is computed by dividing the NAVD 88
 QR0108.geopotential number by the normal gravity value computed on the
 QR0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0108.degrees latitude (g = 980.6199 gals.).
 QR0108
 QR0108.The modeled gravity was interpolated from observed gravity values.
 QR0108
 QR0108;                    North         East    Units  Estimated Accuracy
 QR0108;SPC SD N     -   147,870.      718,250.      MT  (+/- 180 meters Scaled)
 QR0108
 QR0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR396002(NAD 83)
 QR0108
 QR0108                          SUPERSEDED SURVEY CONTROL
 QR0108
 QR0108  NGVD 29 (??/??/92)  397.125  (m)         1302.90   (f) ADJ UNCH    1 2
 QR0108
 QR0108.Superseded values are not recommended for survey control.
 QR0108
 QR0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0108.See file dsdata.pdf to determine how the superseded data were derived.
 QR0108
 QR0108_MARKER: DB = BENCH MARK DISK
 QR0108_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QR0108_SP_SET: BUILDING
 QR0108_STAMPING: U 86 1934
 QR0108_MARK LOGO: CGS
 QR0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0108+STABILITY: SURFACE MOTION
 QR0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0108+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1997
 QR0108
 QR0108  HISTORY     - Date     Condition        Report By
 QR0108  HISTORY     - 1934     MONUMENTED       CGS
 QR0108  HISTORY     - 19970729 GOOD             NGS
 QR0108
 QR0108                          STATION DESCRIPTION
 QR0108
 QR0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0108'AT MELLETTE.
 QR0108'AT MELLETTE, SPINK COUNTY, IN THE SOUTH BRICK WALL OF THE
 QR0108'DE LOY BUILDING, 8 FEET EAST OF THE FRONT (SOUTH) ENTRANCE,
 QR0108'AND ABOUT 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 QR0108'U 86 1934 AND SET VERTICALLY.
 QR0108
 QR0108                          STATION RECOVERY (1997)
 QR0108
 QR0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0108'IN MELLETTE, SET VERTICALLY IN THE SOUTH FACE OF THE HALLERS BAR AND
 QR0108'GRILL AT 5 MAIN STREET, 30.0 M (98.4 FT) WEST OF THE SOUTHWEST CORNER
 QR0108'OF THE POST OFFICE, 10.1 M (33.1 FT) NORTH OF THE STREET CENTER, 2.6 M
 QR0108'(8.5 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 1.3 M (4.3 FT)
 QR0108'ABOVE THE LEVEL OF THE STREET, AND 1.3 M (4.3 FT) EAST OF THE CENTER
 QR0108'OF THE SOUTH ENTRANCE TO THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0150 ***********************************************************************
 QR0150  DESIGNATION -  U 89
 QR0150  PID         -  QR0150
 QR0150  STATE/COUNTY-  SD/BROWN
 QR0150  COUNTRY     -  US
 QR0150  USGS QUAD   -  RICHMOND NW (2017)
 QR0150
 QR0150                         *CURRENT SURVEY CONTROL
 QR0150  ______________________________________________________________________
 QR0150* NAD 83(1986) POSITION- 45 44 10.     (N) 098 43 28.     (W)   SCALED
 QR0150* NAVD 88 ORTHO HEIGHT -   449.359 (meters)     1474.27  (feet) ADJUSTED
 QR0150  ______________________________________________________________________
 QR0150  GEOID HEIGHT    -        -24.068 (meters)                     GEOID18
 QR0150  DYNAMIC HEIGHT  -        449.337 (meters)     1474.20  (feet) COMP
 QR0150  MODELED GRAVITY -    980,551.5   (mgal)                       NAVD 88
 QR0150
 QR0150  VERT ORDER      -  SECOND    CLASS 0
 QR0150
 QR0150.The horizontal coordinates were scaled from a map and have
 QR0150.an estimated accuracy of +/- 6 seconds.
 QR0150
 QR0150.The orthometric height was determined by differential leveling and
 QR0150.adjusted by the NATIONAL GEODETIC SURVEY
 QR0150.in June 1991.
 QR0150
 QR0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0150.GEOID18 height accuracy estimate available here.
 QR0150
 QR0150.Click photographs - Photos may exist for this station.
 QR0150
 QR0150.The dynamic height is computed by dividing the NAVD 88
 QR0150.geopotential number by the normal gravity value computed on the
 QR0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0150.degrees latitude (g = 980.6199 gals.).
 QR0150
 QR0150.The modeled gravity was interpolated from observed gravity values.
 QR0150
 QR0150;                    North         East    Units  Estimated Accuracy
 QR0150;SPC SD N     -   212,230.      699,270.      MT  (+/- 180 meters Scaled)
 QR0150
 QR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR214647(NAD 83)
 QR0150
 QR0150                          SUPERSEDED SURVEY CONTROL
 QR0150
 QR0150  NGVD 29 (??/??/92)  449.032  (m)         1473.20   (f) ADJ UNCH    2 0
 QR0150
 QR0150.Superseded values are not recommended for survey control.
 QR0150
 QR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0150.See file dsdata.pdf to determine how the superseded data were derived.
 QR0150
 QR0150_MARKER: DB = BENCH MARK DISK
 QR0150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0150_SP_SET: CULVERT HEADWALL
 QR0150_STAMPING: U 89 1934
 QR0150_MARK LOGO: CGS
 QR0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0150+STABILITY: SURFACE MOTION
 QR0150
 QR0150  HISTORY     - Date     Condition        Report By
 QR0150  HISTORY     - 1934     MONUMENTED       CGS
 QR0150
 QR0150                          STATION DESCRIPTION
 QR0150
 QR0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0150'11.5 MI E FROM LEOLA.
 QR0150'IN BROWN COUNTY, 11.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE
 QR0150'MUNICIPAL WATER TOWER AT LEOLA, MC PHERSON COUNTY, AT THE
 QR0150'BROWN-MC PHERSON COUNTY LINE, AT AN 18-INCH CONCRETE-PIPE CULVERT
 QR0150'UNDER A SIDE ROAD, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 QR0150'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED U 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0279 ***********************************************************************
 OS0279  DESIGNATION -  U 9
 OS0279  PID         -  OS0279
 OS0279  STATE/COUNTY-  SD/JACKSON
 OS0279  COUNTRY     -  US
 OS0279  USGS QUAD   -  BELVIDERE (2017)
 OS0279
 OS0279                         *CURRENT SURVEY CONTROL
 OS0279  ______________________________________________________________________
 OS0279* NAD 83(1986) POSITION- 43 50 08.     (N) 101 18 47.     (W)   SCALED
 OS0279* NAVD 88 ORTHO HEIGHT -   716.814 (meters)     2351.75  (feet) POSTED
 OS0279  ______________________________________________________________________
 OS0279  GEOID HEIGHT    -        -22.362 (meters)                     GEOID18
 OS0279  DYNAMIC HEIGHT  -        716.58  (meters)     2351.0   (feet) COMP
 OS0279  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OS0279
 OS0279  VERT ORDER      -  * POSTED, SEE BELOW
 OS0279
 OS0279.The horizontal coordinates were scaled from a map and have
 OS0279.an estimated accuracy of +/- 6 seconds.
 OS0279
 OS0279.The orthometric height was determined by differential leveling
 OS0279.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OS0279
 OS0279.* This is a POSTED BENCH MARK height.
 OS0279
 OS0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0279.GEOID18 height accuracy estimate available here.
 OS0279
 OS0279.Click photographs - Photos may exist for this station.
 OS0279
 OS0279.The dynamic height is computed by dividing the NAVD 88
 OS0279.geopotential number by the normal gravity value computed on the
 OS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0279.degrees latitude (g = 980.6199 gals.).
 OS0279
 OS0279.The modeled gravity was interpolated from observed gravity values.
 OS0279
 OS0279;                    North         East    Units  Estimated Accuracy
 OS0279;SPC SD S     -   167,350.      521,210.      MT  (+/- 180 meters Scaled)
 OS0279
 OS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP140562(NAD 83)
 OS0279
 OS0279                          SUPERSEDED SURVEY CONTROL
 OS0279
 OS0279.No superseded survey control is available for this station.
 OS0279
 OS0279_MARKER: DB = BENCH MARK DISK
 OS0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0279_SP_SET: BRIDGE
 OS0279_STAMPING: 2350.195 U 9 1925
 OS0279_MARK LOGO: CGS
 OS0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0279
 OS0279  HISTORY     - Date     Condition        Report By
 OS0279  HISTORY     - 1925     MONUMENTED       CGS
 OS0279  HISTORY     - 1962     MARK NOT FOUND   CGS
 OS0279
 OS0279                          STATION DESCRIPTION
 OS0279
 OS0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0279'2.2 MI W FROM BELVIDERE.
 OS0279'2-1/4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0279'PACIFIC RAILROAD FROM BELVIDERE, JACKSON COUNTY, 250 YARDS
 OS0279'NORTHWEST OF THE CROSSING OF U.S. HIGHWAY 16, 150 YARDS SOUTHWEST
 OS0279'OF A SMALL FARMHOUSE, AT A HIGHWAY BRIDGE, IN THE TOP OF THE
 OS0279'PARAPET OVER THE SOUTHEAST WING WALL, 7 FEET LOWER THAN THE
 OS0279'TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0046 ***********************************************************************
 QR0046  DESIGNATION -  U 90
 QR0046  PID         -  QR0046
 QR0046  STATE/COUNTY-  SD/BROWN
 QR0046  COUNTRY     -  US
 QR0046  USGS QUAD   -  HECLA SE (2017)
 QR0046
 QR0046                         *CURRENT SURVEY CONTROL
 QR0046  ______________________________________________________________________
 QR0046* NAD 83(1986) POSITION- 45 47 30.     (N) 098 03 03.     (W)   SCALED
 QR0046* NAVD 88 ORTHO HEIGHT -   394.479 (meters)     1294.22  (feet) ADJUSTED
 QR0046  ______________________________________________________________________
 QR0046  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 QR0046  DYNAMIC HEIGHT  -        394.460 (meters)     1294.16  (feet) COMP
 QR0046  MODELED GRAVITY -    980,557.1   (mgal)                       NAVD 88
 QR0046
 QR0046  VERT ORDER      -  SECOND    CLASS 0
 QR0046
 QR0046.The horizontal coordinates were scaled from a map and have
 QR0046.an estimated accuracy of +/- 6 seconds.
 QR0046
 QR0046.The orthometric height was determined by differential leveling and
 QR0046.adjusted by the NATIONAL GEODETIC SURVEY
 QR0046.in June 1991.
 QR0046
 QR0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0046.GEOID18 height accuracy estimate available here.
 QR0046
 QR0046.Click photographs - Photos may exist for this station.
 QR0046
 QR0046.The dynamic height is computed by dividing the NAVD 88
 QR0046.geopotential number by the normal gravity value computed on the
 QR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0046.degrees latitude (g = 980.6199 gals.).
 QR0046
 QR0046.The modeled gravity was interpolated from observed gravity values.
 QR0046
 QR0046;                    North         East    Units  Estimated Accuracy
 QR0046;SPC SD N     -   219,450.      751,540.      MT  (+/- 180 meters Scaled)
 QR0046
 QR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR737713(NAD 83)
 QR0046
 QR0046                          SUPERSEDED SURVEY CONTROL
 QR0046
 QR0046  NGVD 29 (??/??/92)  394.182  (m)         1293.25   (f) ADJ UNCH    2 0
 QR0046
 QR0046.Superseded values are not recommended for survey control.
 QR0046
 QR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0046.See file dsdata.pdf to determine how the superseded data were derived.
 QR0046
 QR0046_MARKER: DB = BENCH MARK DISK
 QR0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0046_SP_SET: BRIDGE
 QR0046_STAMPING: U 90 1934
 QR0046_MARK LOGO: CGS
 QR0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0046
 QR0046  HISTORY     - Date     Condition        Report By
 QR0046  HISTORY     - 1934     MONUMENTED       CGS
 QR0046
 QR0046                          STATION DESCRIPTION
 QR0046
 QR0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0046'10 MI E FROM HOUGHTON.
 QR0046'10 MILES EAST ALONG STATE HIGHWAY 10 FROM THE CHICAGO AND NORTH
 QR0046'WESTERN RAILWAY STATION AT HOUGHTON, BROWN COUNTY, AT A 30-FOOT
 QR0046'CONCRETE BRIDGE OVER A DRAINAGE CANAL, AT THE EAST END OF THE
 QR0046'NORTH HANDRAIL, IN THE CENTER OF THE TOP OF THE NORTHEAST
 QR0046'COLLISION POST, AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 QR0046'DISK, STAMPED U 90 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0350 ***********************************************************************
 QQ0350  DESIGNATION -  U 91
 QQ0350  PID         -  QQ0350
 QQ0350  STATE/COUNTY-  SD/DAY
 QQ0350  COUNTRY     -  US
 QQ0350  USGS QUAD   -  LANGFORD (2017)
 QQ0350
 QQ0350                         *CURRENT SURVEY CONTROL
 QQ0350  ______________________________________________________________________
 QQ0350* NAD 83(1986) POSITION- 45 30 02.12   (N) 097 49 37.20   (W)   HD_HELD1
 QQ0350* NAVD 88 ORTHO HEIGHT -   460.810 (meters)     1511.84  (feet) ADJUSTED
 QQ0350  ______________________________________________________________________
 QQ0350  GEOID HEIGHT    -        -24.929 (meters)                     GEOID18
 QQ0350  DYNAMIC HEIGHT  -        460.775 (meters)     1511.73  (feet) COMP
 QQ0350  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 QQ0350
 QQ0350  VERT ORDER      -  SECOND    CLASS 0
 QQ0350
 QQ0350.The horizontal coordinates were determined by differentially corrected
 QQ0350.hand held GPS observations or other comparable positioning techniques
 QQ0350.and have an estimated accuracy of +/- 3 meters.
 QQ0350
 QQ0350.The orthometric height was determined by differential leveling and
 QQ0350.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0350.in June 1991.
 QQ0350
 QQ0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0350.GEOID18 height accuracy estimate available here.
 QQ0350
 QQ0350.Click photographs - Photos may exist for this station.
 QQ0350
 QQ0350.The dynamic height is computed by dividing the NAVD 88
 QQ0350.geopotential number by the normal gravity value computed on the
 QQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0350.degrees latitude (g = 980.6199 gals.).
 QQ0350
 QQ0350.The modeled gravity was interpolated from observed gravity values.
 QQ0350
 QQ0350;                    North         East    Units  Estimated Accuracy
 QQ0350;SPC SD N     -   187,552.7     769,810.2     MT  (+/- 3 meters HH1 GPS) 
 QQ0350
 QQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9164139231(NAD 83)
 QQ0350
 QQ0350                          SUPERSEDED SURVEY CONTROL
 QQ0350
 QQ0350  NGVD 29 (??/??/92)  460.521  (m)         1510.89   (f) ADJ UNCH    2 0
 QQ0350
 QQ0350.Superseded values are not recommended for survey control.
 QQ0350
 QQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0350.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0350
 QQ0350_MARKER: DB = BENCH MARK DISK
 QQ0350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0350_SP_SET: CULVERT HEADWALL
 QQ0350_STAMPING: U 91 1934
 QQ0350_MARK LOGO: CGS
 QQ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0350+STABILITY: SURFACE MOTION
 QQ0350
 QQ0350  HISTORY     - Date     Condition        Report By
 QQ0350  HISTORY     - 1934     MONUMENTED       CGS
 QQ0350  HISTORY     - 1969     GOOD             CGS
 QQ0350
 QQ0350                          STATION DESCRIPTION
 QQ0350
 QQ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0350'0.7 MI N FROM PIERPONT.
 QQ0350'ABOUT 0.7 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0350'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT PIERPONT, DAY
 QQ0350'COUNTY, ABOUT 10 POLES NORTH OF MILEPOST 7, AT A PUBLIC-ROAD
 QQ0350'CROSSING, AT AN 18-INCH CONCRETE PIPE CULVERT, IN THE EAST END
 QQ0350'OF THE SOUTH CONCRETE HEAD WALL, 20 FEET WEST OF THE CENTER LINE
 QQ0350'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 QQ0350'DISK, STAMPED U 91 1934.
 QQ0350
 QQ0350                          STATION RECOVERY (1969)
 QQ0350
 QQ0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 QQ0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0337 ***********************************************************************
 PR0337  DESIGNATION -  U 93 RESET
 PR0337  PID         -  PR0337
 PR0337  STATE/COUNTY-  SD/DEUEL
 PR0337  COUNTRY     -  US
 PR0337  USGS QUAD   -  TORONTO (2017)
 PR0337
 PR0337                         *CURRENT SURVEY CONTROL
 PR0337  ______________________________________________________________________
 PR0337* NAD 83(1986) POSITION- 44 34 21.     (N) 096 39 44.     (W)   SCALED
 PR0337* NAVD 88 ORTHO HEIGHT -   599.293 (meters)     1966.18  (feet) ADJUSTED
 PR0337  ______________________________________________________________________
 PR0337  GEOID HEIGHT    -        -25.174 (meters)                     GEOID18
 PR0337  DYNAMIC HEIGHT  -        599.191 (meters)     1965.85  (feet) COMP
 PR0337  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 PR0337
 PR0337  VERT ORDER      -  SECOND    CLASS 0
 PR0337
 PR0337.The horizontal coordinates were scaled from a map and have
 PR0337.an estimated accuracy of +/- 6 seconds.
 PR0337
 PR0337.The orthometric height was determined by differential leveling and
 PR0337.adjusted by the NATIONAL GEODETIC SURVEY
 PR0337.in June 1991.
 PR0337
 PR0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0337.GEOID18 height accuracy estimate available here.
 PR0337
 PR0337.Click photographs - Photos may exist for this station.
 PR0337
 PR0337.The dynamic height is computed by dividing the NAVD 88
 PR0337.geopotential number by the normal gravity value computed on the
 PR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0337.degrees latitude (g = 980.6199 gals.).
 PR0337
 PR0337.The modeled gravity was interpolated from observed gravity values.
 PR0337
 PR0337;                    North         East    Units  Estimated Accuracy
 PR0337;SPC SD N     -    87,600.      865,040.      MT  (+/- 180 meters Scaled)
 PR0337
 PR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ856381(NAD 83)
 PR0337
 PR0337                          SUPERSEDED SURVEY CONTROL
 PR0337
 PR0337  NGVD 29 (??/??/92)  599.020  (m)         1965.28   (f) ADJ UNCH    2 0
 PR0337
 PR0337.Superseded values are not recommended for survey control.
 PR0337
 PR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0337.See file dsdata.pdf to determine how the superseded data were derived.
 PR0337
 PR0337_MARKER: DB = BENCH MARK DISK
 PR0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0337_STAMPING: U 93 1934 RESET 1949
 PR0337_MARK LOGO: CGS
 PR0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0337+STABILITY: SURFACE MOTION
 PR0337
 PR0337  HISTORY     - Date     Condition        Report By
 PR0337  HISTORY     - 1949     MONUMENTED       CGS
 PR0337  HISTORY     - 1969     MARK NOT FOUND   USGS
 PR0337
 PR0337                          STATION DESCRIPTION
 PR0337
 PR0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0337'0.9 MI W FROM TORONTO.
 PR0337'0.9 MILE WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO, ROCK
 PR0337'ISLAND AND PACIFIC RAILROAD STATION AT TORONTO, AT A
 PR0337'POWER-TRANSFORMER SUBSTATION, 62 FEET NORTH OF THE CENTER LINE OF
 PR0337'STATE HIGHWAY 28, 34 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 PR0337'ROAD, 4.5 FEET NORTHEAST OF THE NORTHWEST CORNER POST OF THE FENCE
 PR0337'AROUND THE TRANSFORMER, 2.5 FEET NORTH OF THE FENCE, 2.2 FEET WEST
 PR0337'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 PR0337'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- RD HAS BEEN WIDENED.
 PR0337
 PR0337                          STATION RECOVERY (1969)
 PR0337
 PR0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PR0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0221 ***********************************************************************
 PR0221  DESIGNATION -  U 95
 PR0221  PID         -  PR0221
 PR0221  STATE/COUNTY-  SD/BROOKINGS
 PR0221  COUNTRY     -  US
 PR0221  USGS QUAD   -  AURORA (2017)
 PR0221
 PR0221                         *CURRENT SURVEY CONTROL
 PR0221  ______________________________________________________________________
 PR0221* NAD 83(1986) POSITION- 44 16 58.60   (N) 096 41 14.13   (W)   HD_HELD1
 PR0221* NAVD 88 ORTHO HEIGHT -   495.633 (meters)     1626.09  (feet) ADJUSTED
 PR0221  ______________________________________________________________________
 PR0221  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 PR0221  DYNAMIC HEIGHT  -        495.538 (meters)     1625.78  (feet) COMP
 PR0221  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 PR0221
 PR0221  VERT ORDER      -  SECOND    CLASS 0
 PR0221
 PR0221.The horizontal coordinates were determined by differentially corrected
 PR0221.hand held GPS observations or other comparable positioning techniques
 PR0221.and have an estimated accuracy of +/- 3 meters.
 PR0221
 PR0221.The orthometric height was determined by differential leveling and
 PR0221.adjusted by the NATIONAL GEODETIC SURVEY
 PR0221.in June 1991.
 PR0221
 PR0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0221.GEOID18 height accuracy estimate available here.
 PR0221
 PR0221.Click photographs - Photos may exist for this station.
 PR0221
 PR0221.The dynamic height is computed by dividing the NAVD 88
 PR0221.geopotential number by the normal gravity value computed on the
 PR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0221.degrees latitude (g = 980.6199 gals.).
 PR0221
 PR0221.The modeled gravity was interpolated from observed gravity values.
 PR0221
 PR0221;                    North         East    Units  Estimated Accuracy
 PR0221;SPC SD N     -    55,372.1     864,370.1     MT  (+/- 3 meters HH1 GPS) 
 PR0221
 PR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8453905900(NAD 83)
 PR0221
 PR0221                          SUPERSEDED SURVEY CONTROL
 PR0221
 PR0221  NGVD 29 (??/??/92)  495.379  (m)         1625.26   (f) ADJ UNCH    2 0
 PR0221
 PR0221.Superseded values are not recommended for survey control.
 PR0221
 PR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0221.See file dsdata.pdf to determine how the superseded data were derived.
 PR0221
 PR0221_MARKER: DB = BENCH MARK DISK
 PR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0221_STAMPING: U 95 1934
 PR0221_MARK LOGO: CGS
 PR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0221+STABILITY: SURFACE MOTION
 PR0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0221+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2000
 PR0221
 PR0221  HISTORY     - Date     Condition        Report By
 PR0221  HISTORY     - 1934     MONUMENTED       CGS
 PR0221  HISTORY     - 1963     MARK NOT FOUND   CGS
 PR0221  HISTORY     - 20000119 GOOD             INDIV
 PR0221
 PR0221                          STATION DESCRIPTION
 PR0221
 PR0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0221'AT AURORA.
 PR0221'AT AURORA, BROOKINGS COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PR0221'RAILWAY, 160 FEET EAST OF THE STATION, AT THE CROSSING OF U.S.
 PR0221'HIGHWAY 14, 87 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39
 PR0221'FEET NORTH OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTH OF A
 PR0221'POLE, AND ABOUT 1/2 FOOT LOWER THAN THE RAIL.  A STANDARD DISK,
 PR0221'STAMPED U 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0221
 PR0221                          STATION RECOVERY (1963)
 PR0221
 PR0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PR0221'MARK NOT FOUND.
 PR0221
 PR0221                          STATION RECOVERY (2000)
 PR0221
 PR0221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (MDD)
 PR0221'RAILROAD STATION AND WATERTOWER ARE GONE.  HWY 23 NOT HWY 14 GOES THRU
 PR0221'AURORA, SD.  A SIGN MARKING THE BM IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2217 ***********************************************************************
 PU2217  DESIGNATION -  UNDERWOOD
 PU2217  PID         -  PU2217
 PU2217  STATE/COUNTY-  SD/PENNINGTON
 PU2217  COUNTRY     -  US
 PU2217  USGS QUAD   -  NEW UNDERWOOD (2017)
 PU2217
 PU2217                         *CURRENT SURVEY CONTROL
 PU2217  ______________________________________________________________________
 PU2217* NAD 83(1996) POSITION- 44 05 52.71776(N) 102 51 33.83862(W)   ADJUSTED
 PU2217* NAVD 88 ORTHO HEIGHT -   889.    (meters)     2917.    (feet) SCALED
 PU2217  ______________________________________________________________________
 PU2217  GEOID HEIGHT    -        -17.426 (meters)                     GEOID18
 PU2217  LAPLACE CORR    -         -8.15  (seconds)                    DEFLEC18
 PU2217  HORZ ORDER      -  THIRD
 PU2217
 PU2217.The horizontal coordinates were established by classical geodetic methods
 PU2217.and adjusted by the National Geodetic Survey in January 1998.
 PU2217
 PU2217.The orthometric height was scaled from a topographic map.
 PU2217
 PU2217.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2217.GEOID18 height accuracy estimate available here.
 PU2217
 PU2217.Click photographs - Photos may exist for this station.
 PU2217
 PU2217.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2217
 PU2217. The following values were computed from the NAD 83(1996) position.
 PU2217
 PU2217;                    North         East     Units Scale Factor Converg.
 PU2217;SPC SD S     -   199,116.337   397,770.488   MT  0.99994187   -1 44 33.4
 PU2217;SPC SD S     -   653,267.52  1,305,018.68   sFT  0.99994187   -1 44 33.4
 PU2217;UTM  13      - 4,884,982.873   671,339.376   MT  0.99996107   +1 29 23.9
 PU2217
 PU2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2217!SPC SD S     -   0.99986328  x   0.99994187  =   0.99980516
 PU2217!UTM  13      -   0.99986328  x   0.99996107  =   0.99982435
 PU2217
 PU2217:                Primary Azimuth Mark                     Grid Az
 PU2217:SPC SD S     -  UNDERWOOD AZ MK                          101 23 48.2
 PU2217:UTM  13      -  UNDERWOOD AZ MK                          098 09 50.9
 PU2217
 PU2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7133984982(NAD 83)
 PU2217
 PU2217|---------------------------------------------------------------------|
 PU2217| PID    Reference Object                     Distance      Geod. Az  |
 PU2217|                                                           dddmmss.s |
 PU2217| PU2218 NEW UNDERWOOD MUNICIPAL TANK        APPROX. 1.6 KM 0893605.6 |
 PU2217| CQ4293 UNDERWOOD AZ MK                                    0993914.8 |
 PU2217| CQ4294 UNDERWOOD RM 1                       14.503 METERS 11829     |
 PU2217| CQ4295 UNDERWOOD RM 2                       12.000 METERS 29817     |
 PU2217|---------------------------------------------------------------------|
 PU2217
 PU2217                          SUPERSEDED SURVEY CONTROL
 PU2217
 PU2217  NAD 83(1993)-  44 05 52.70934(N)    102 51 33.84112(W) AD(       ) 3
 PU2217  NAD 83(1986)-  44 05 52.70730(N)    102 51 33.84596(W) AD(       ) 3
 PU2217  NAD 27      -  44 05 52.75600(N)    102 51 32.22900(W) AD(       ) 3
 PU2217
 PU2217.Superseded values are not recommended for survey control.
 PU2217
 PU2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2217.See file dsdata.pdf to determine how the superseded data were derived.
 PU2217
 PU2217_MARKER: DS = TRIANGULATION STATION DISK
 PU2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2217_STAMPING: UNDERWOOD 1951
 PU2217_MARK LOGO: CGS
 PU2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2217+STABILITY: SURFACE MOTION
 PU2217
 PU2217  HISTORY     - Date     Condition        Report By
 PU2217  HISTORY     - 1951     MONUMENTED       CGS
 PU2217
 PU2217                          STATION DESCRIPTION
 PU2217
 PU2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2217'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 PU2217'14 AND 16, ABOUT 1.25 MILES NORTHWEST OF NEW UNDERWOOD, NEAR
 PU2217'THE CENTER OF THE SOUTH SIDE OF SECTION 25, T 2 N, R 10 E,
 PU2217'55 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 14 AND 16, AND
 PU2217'9 FEET SOUTHEAST OF A FENCE CORNER.
 PU2217'
 PU2217'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 PU2217'14 AND 16 AND THE MAIN STREET AT THE NORTH EDGE OF NEW
 PU2217'UNDERWOOD, GO WEST ON THE HIGHWAY FOR 0.4 MILE TO THE AZIMUTH
 PU2217'MARK ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.75
 PU2217'MILE TO THE STATION ON THE LEFT.
 PU2217'
 PU2217'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2217'UNDERWOOD 1951.
 PU2217'
 PU2217'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF THE CENTERLINE OF
 PU2217'THE HIGHWAY.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2217'UNDERWOOD NO 1 1951.
 PU2217'
 PU2217'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF THE CENTERLINE OF
 PU2217'THE HIGHWAY AND 3 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS
 PU2217'7 INCHES, AND THE DISK IS STAMPED UNDERWOOD NO 2 1951.
 PU2217'
 PU2217'THE AZIMUTH MARK IS 43 FEET SOUTH OF THE CENTERLINE OF THE
 PU2217'HIGHWAY, 2 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 PU2217'OF A WIRE FENCE.  IT PROJECTS 7 INCHES, AND THE DISK
 PU2217'IS STAMPED UNDERWOOD 1951.
 PU2217'
 PU2217'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2217'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0898 ***********************************************************************
 PU0898  DESIGNATION -  UNION
 PU0898  PID         -  PU0898
 PU0898  STATE/COUNTY-  SD/MEADE
 PU0898  COUNTRY     -  US
 PU0898  USGS QUAD   -  ENNING (2017)
 PU0898
 PU0898                         *CURRENT SURVEY CONTROL
 PU0898  ______________________________________________________________________
 PU0898* NAD 83(1996) POSITION- 44 33 38.74681(N) 102 36 41.67789(W)   ADJUSTED
 PU0898* NAVD 88 ORTHO HEIGHT -   898.463 (meters)     2947.71  (feet) ADJUSTED
 PU0898  ______________________________________________________________________
 PU0898  GEOID HEIGHT    -        -18.319 (meters)                     GEOID18
 PU0898  LAPLACE CORR    -         -6.24  (seconds)                    DEFLEC18
 PU0898  DYNAMIC HEIGHT  -        898.209 (meters)     2946.87  (feet) COMP
 PU0898  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 PU0898
 PU0898  HORZ ORDER      -  SECOND
 PU0898  VERT ORDER      -  SECOND    CLASS 0
 PU0898
 PU0898.The horizontal coordinates were established by classical geodetic methods
 PU0898.and adjusted by the National Geodetic Survey in January 1998.
 PU0898
 PU0898.The orthometric height was determined by differential leveling and
 PU0898.adjusted by the NATIONAL GEODETIC SURVEY
 PU0898.in June 1991.
 PU0898
 PU0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0898.GEOID18 height accuracy estimate available here.
 PU0898
 PU0898.Click photographs - Photos may exist for this station.
 PU0898
 PU0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0898
 PU0898.The dynamic height is computed by dividing the NAVD 88
 PU0898.geopotential number by the normal gravity value computed on the
 PU0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0898.degrees latitude (g = 980.6199 gals.).
 PU0898
 PU0898.The modeled gravity was interpolated from observed gravity values.
 PU0898
 PU0898. The following values were computed from the NAD 83(1996) position.
 PU0898
 PU0898;                    North         East     Units Scale Factor Converg.
 PU0898;SPC SD N     -    84,179.879   392,559.307   MT  0.99997552   -1 50 53.9
 PU0898;SPC SD N     -   276,180.15  1,287,921.66   sFT  0.99997552   -1 50 53.9
 PU0898;UTM  13      - 4,936,933.428   689,677.851   MT  1.00004245   +1 40 34.9
 PU0898
 PU0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0898!SPC SD N     -   0.99986202  x   0.99997552  =   0.99983754
 PU0898!UTM  13      -   0.99986202  x   1.00004245  =   0.99990446
 PU0898
 PU0898:                Primary Azimuth Mark                     Grid Az
 PU0898:SPC SD N     -  UNION 2 RM 5 AZIMUTH                     269 52 06.0
 PU0898:UTM  13      -  UNION 2 RM 5 AZIMUTH                     266 20 37.2
 PU0898
 PU0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8967736933(NAD 83)
 PU0898
 PU0898|---------------------------------------------------------------------|
 PU0898| PID    Reference Object                     Distance      Geod. Az  |
 PU0898|                                                           dddmmss.s |
 PU0898| PU0897 UNION RM 1                            6.628 METERS 10605     |
 PU0898| PU0902 UNION 2 RM 3                         23.808 METERS 15031     |
 PU0898| PU0901 UNION 2                              23.188 METERS 20320     |
 PU0898| PU0900 X 127 RESET                          30.098 METERS 22516     |
 PU0898| PU0899 X 127                                12.050 METERS 26338     |
 PU0898| PU0903 UNION 2 RM 5 AZIMUTH                               2680112.1 |
 PU0898| PU0905 UNION AZ MK                                        2695748.7 |
 PU0898|---------------------------------------------------------------------|
 PU0898
 PU0898                          SUPERSEDED SURVEY CONTROL
 PU0898
 PU0898  NAD 83(1993)-  44 33 38.73886(N)    102 36 41.67810(W) AD(       ) 2
 PU0898  NAD 83(1986)-  44 33 38.73842(N)    102 36 41.67771(W) AD(       ) 2
 PU0898  NAD 27      -  44 33 38.78600(N)    102 36 40.06580(W) AD(       ) 2
 PU0898  NGVD 29 (??/??/92)  897.976  (m)         2946.11   (f) ADJ UNCH    2 0
 PU0898  NGVD 29             897.98   (m)         2946.1    (f) LEVELING    3  
 PU0898
 PU0898.Superseded values are not recommended for survey control.
 PU0898
 PU0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0898.See file dsdata.pdf to determine how the superseded data were derived.
 PU0898
 PU0898_MARKER: DS = TRIANGULATION STATION DISK
 PU0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0898_STAMPING: UNION 1951
 PU0898_MARK LOGO: CGS
 PU0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0898+STABILITY: SURFACE MOTION
 PU0898
 PU0898  HISTORY     - Date     Condition        Report By
 PU0898  HISTORY     - 1951     MONUMENTED       CGS
 PU0898  HISTORY     - 1962     GOOD             CGS
 PU0898  HISTORY     - 1962     GOOD             CGS
 PU0898  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PU0898  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0898
 PU0898                          STATION DESCRIPTION
 PU0898
 PU0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0898'STATION IS LOCATED ABOUT 3 MILES EAST OF UNION CENTER, ON THE
 PU0898'RIGHT-OF-WAY OF U.S. HIGHWAY 248 AND NEAR THE CENTER OF THE
 PU0898'NORTH SIDE OF SECTION 24, T 7 N, R 12 E.  IT IS 32 FEET SOUTH
 PU0898'OF THE CENTER OF THE HIGHWAY, 13 FEET NORTHWEST OF A WITNESS
 PU0898'POST, 11 FEET NORTHEAST OF WIRE GATE AND 7 FEET NORTH OF A
 PU0898'FENCE.
 PU0898'
 PU0898'TO REACH THE STATION FROM THE POST OFFICE IN UNION CENTER.
 PU0898'GO EAST ON HIGHWAY 24 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE
 PU0898'RIGHT.  CONTINUE EAST FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 PU0898'
 PU0898'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU0898'UNION 1951.
 PU0898'
 PU0898'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE CENTER OF THE
 PU0898'HIGHWAY, 9 FEET EAST OF THE WITNESS POST, AND 1 FOOT NORTH OF
 PU0898'THE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PU0898'UNION NO 1 1951.
 PU0898'
 PU0898'BENCH MARK X 127 IS 36 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 PU0898'8 FEET NORTHWEST OF THE GATE, AND 3 FEET NORTH OF THE FENCE.
 PU0898'THE MARK IS A STANDARD UNITED STATES COAST AND GEODETIC SURVEY
 PU0898'BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 PU0898'POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED X 127 1934.
 PU0898'
 PU0898'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 PU0898'AND 3 FEET NORTH OF A FENCE.  THE MARK PROJECTS 5 INCHES AND
 PU0898'THE DISK IS STAMPED UNION 1951.
 PU0898'
 PU0898'THE STATION, REFERENCE MARK NO 1 AND THE AZIMUTH MARK ARE
 PU0898'STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU0898
 PU0898                          STATION RECOVERY (1962)
 PU0898
 PU0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0898'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND U.S. COAST
 PU0898'AND GEODETIC SURVEY BENCH MARK WERE RECOVERED AND FOUND TO BE IN
 PU0898'GOOD CONDITION.
 PU0898'
 PU0898'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF UNION CENTER,
 PU0898'ABOUT 2-1/2 MILES SOUTHWEST OF ENNING AND ON THE RIGHT-OF-WAY
 PU0898'OF STATE HIGHWAY 34.
 PU0898'
 PU0898'TO REACH THE STATION FROM UNION CENTER GO EAST ON STATE HIGHWAY
 PU0898'34 FOR 2.85 MILES TO STATION ON SOUTH SIDE OF HIGHWAY.
 PU0898'
 PU0898'THE STATION MARK IS A STANDARD DISK STAMPED
 PU0898'UNION 1951 SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN
 PU0898'DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 PU0898'34 FEET NORTHEAST OF A T-FENCE CORNER, 30 FEET SOUTH OF STATE
 PU0898'HIGHWAY 34 CENTERLINE, 7.5 FEET NORTHWEST OF A METAL WITNESS
 PU0898'POST AND 7 FEET NORTH OF A WIRE FENCE.
 PU0898'
 PU0898'REFERENCE MARK 1 IS A STANDARD DISK STAMPED UNION
 PU0898'NO 1 1951 IS SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES
 PU0898'IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 PU0898'IT IS 36 FEET SOUTH OF STATE HIGHWAY 34 CENTERLINE, 5.6 FEET
 PU0898'EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 PU0898'
 PU0898'REFERENCE MARK 2 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 PU0898'STAMPED X 127 1934 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 PU0898'POST AND PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 34 FEET
 PU0898'SOUTH OF STATE HIGHWAY 34 CENTERLINE, 7 FEET NORTHWEST OF T-FENCE
 PU0898'CORNER AND 3 FEET NORTH OF A WIRE FENCE.
 PU0898'
 PU0898'THE AZIMUTH MARK IS A STANDARD DISK STAMPED UNION
 PU0898'1951 SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER
 PU0898'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 34 FEET
 PU0898'SOUTH OF STATE HIGHWAY 34 CENTERLINE, 3 FEET NORTHWEST OF A
 PU0898'METAL WITNESS POST AND 3 FEET NORTH OF A WIRE FENCE.
 PU0898
 PU0898                          STATION RECOVERY (1962)
 PU0898
 PU0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0898'3 MI W FROM ENNING.
 PU0898'3.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0898'29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTHEAST
 PU0898'OF THE EAST END OF A GATE, 7.0 FEET NORTH OF A FENCE, 7.9 FEET
 PU0898'NORTHWEST OF A WITNESS POST, 22.1 FEET WEST-NORTHWEST OF REFERENCE
 PU0898'MARK 1, 40.0 FEET EAST OF A BENCH MARK X 127, ABOUT 2 1/2 FEET
 PU0898'LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCETE POST PROJECTING
 PU0898'0.2 FOOT.
 PU0898
 PU0898                          STATION RECOVERY (1972)
 PU0898
 PU0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PU0898'THE STATION MARK, REFERENCE MARK NO. 1, BENCH MARK X 127 1934
 PU0898'(R.M. 2), AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PU0898'DUE TO HIGHWAY IMPROVEMENTS ALL OF THE MARKS WOULD BE DESTROYED.
 PU0898'A NEW STATION MARK, REFERENCE MARK NO. 3, BENCH MARK X 127
 PU0898'RESET 1972 (R.M. 4), AND REFERENCE MARK NO. 5 (AZ MK) WERE SET.
 PU0898'THE DISKS WERE REMOVED FROM THE SURFACE STATION MARK, REFERENCE
 PU0898'MARKS NO. 1 AND NO. 2, AND THE AZIMUTH MARK.  THE SUB-SURFACE
 PU0898'STATION MARK WAS LEFT INTACT.
 PU0898'
 PU0898'UNION TO UNION 2 = -6.16 FEET.
 PU0898'
 PU0898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 PU0898'MILES SW OF ENNING
 PU0898
 PU0898                          STATION RECOVERY (1995)
 PU0898
 PU0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0898'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  TRIANGULATION
 PU0898'STATION UNION 2 WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE
 PU0898'DESCRIPTION THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0681 ***********************************************************************
 PS0681  DESIGNATION -  UNION
 PS0681  PID         -  PS0681
 PS0681  STATE/COUNTY-  SD/HYDE
 PS0681  COUNTRY     -  US
 PS0681  USGS QUAD   -  RICE LAKE (2017)
 PS0681
 PS0681                         *CURRENT SURVEY CONTROL
 PS0681  ______________________________________________________________________
 PS0681* NAD 83(1996) POSITION- 44 50 16.16476(N) 099 28 52.46022(W)   ADJUSTED
 PS0681* NAVD 88 ORTHO HEIGHT -   578.    (meters)     1896.    (feet) SCALED
 PS0681  ______________________________________________________________________
 PS0681  GEOID HEIGHT    -        -23.000 (meters)                     GEOID18
 PS0681  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC18
 PS0681  HORZ ORDER      -  FIRST
 PS0681
 PS0681.The horizontal coordinates were established by classical geodetic methods
 PS0681.and adjusted by the National Geodetic Survey in January 1998.
 PS0681
 PS0681.The orthometric height was scaled from a topographic map.
 PS0681
 PS0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0681.GEOID18 height accuracy estimate available here.
 PS0681
 PS0681.Click photographs - Photos may exist for this station.
 PS0681
 PS0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0681
 PS0681. The following values were computed from the NAD 83(1996) position.
 PS0681
 PS0681;                    North         East     Units Scale Factor Converg.
 PS0681;SPC SD N     -   111,752.407   641,015.393   MT  0.99994601   +0 22 01.7
 PS0681;SPC SD N     -   366,641.02  2,103,064.67   sFT  0.99994601   +0 22 01.7
 PS0681;UTM  14      - 4,965,047.540   461,964.161   MT  0.99961779   -0 20 21.6
 PS0681
 PS0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0681!SPC SD N     -   0.99991293  x   0.99994601  =   0.99985895
 PS0681!UTM  14      -   0.99991293  x   0.99961779  =   0.99953076
 PS0681
 PS0681:                Primary Azimuth Mark                     Grid Az
 PS0681:SPC SD N     -  TT 68 LEE                                268 00 58.1
 PS0681:UTM  14      -  TT 68 LEE                                268 43 21.4
 PS0681
 PS0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6196465047(NAD 83)
 PS0681
 PS0681|---------------------------------------------------------------------|
 PS0681| PID    Reference Object                     Distance      Geod. Az  |
 PS0681|                                                           dddmmss.s |
 PS0681| CO6300 UNION RM 1                           27.925 METERS 09422     |
 PS0681| CO6301 UNION RM 2                           21.430 METERS 18306     |
 PS0681| PS0680 TT 68 LEE                           APPROX. 0.8 KM 2682259.8 |
 PS0681|---------------------------------------------------------------------|
 PS0681
 PS0681                          SUPERSEDED SURVEY CONTROL
 PS0681
 PS0681  NAD 83(1986)-  44 50 16.16121(N)    099 28 52.46858(W) AD(       ) 1
 PS0681  NAD 27      -  44 50 16.23000(N)    099 28 51.05700(W) AD(       ) 1
 PS0681
 PS0681.Superseded values are not recommended for survey control.
 PS0681
 PS0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0681.See file dsdata.pdf to determine how the superseded data were derived.
 PS0681
 PS0681_MARKER: DS = TRIANGULATION STATION DISK
 PS0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0681_STAMPING: UNION 1951
 PS0681_MARK LOGO: CGS
 PS0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0681+STABILITY: SURFACE MOTION
 PS0681
 PS0681  HISTORY     - Date     Condition        Report By
 PS0681  HISTORY     - 1951     MONUMENTED       CGS
 PS0681  HISTORY     - 1974     MARK NOT FOUND   USGS
 PS0681
 PS0681                          STATION DESCRIPTION
 PS0681
 PS0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0681'STATION IS LOCATED ABOUT 21 MILES NORTH OF HIGHMORE ON A
 PS0681'HIGH HILL IN PASTURE LAND.  STATION IS 40 FEET NORTH OF THE
 PS0681'APPROXIMATE CENTERLINE OF DIRT ROAD, 13 FEET NORTHWEST OF WITNESS
 PS0681'POST AND 8 FEET NORTH OF FENCE.  THE MARK PROJECTS ABOUT 2
 PS0681'INCHES AND THE DISK IS STAMPED UNION 1951.
 PS0681'
 PS0681'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE APPROXIMATE
 PS0681'CENTERLINE OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 PS0681'ABOUT 4 INCHES AND THE DISK IS STAMPED UNION NO 1 1951.
 PS0681'
 PS0681'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE APPROXIMATE
 PS0681'CENTERLINE OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 PS0681'ABOUT 4 INCHES AND THE DISK IS STAMPED UNION NO 2 1951.
 PS0681'
 PS0681'A TRAVERSE CONNECTION WAS MADE TO TT 68 LEE 1948 (USGS) WHICH
 PS0681'WAS USED AS AZIMUTH MARK.  THE MARK IS 72 FEET WEST SOUTHWEST
 PS0681'OF THE APPROXIMATE CENTER OF INTERSECTION, 32 FEET WEST OF
 PS0681'FENCE CORNER AND GATE POST, 30 FEET SOUTH OF THE APPROXIMATE
 PS0681'CENTERLINE OF DIRT ROAD AND 1.5 FEET EAST NORTHEAST OF WITNESS
 PS0681'POST.  THE MARK IS AN 8 X 8 INCH CONCRETE POST WITH STANDARD
 PS0681'DISK WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED TT 68 LEE
 PS0681'1948.
 PS0681'
 PS0681'TO REACH FROM THE CROSS STREETS JUST WEST OF THE POST OFFICE
 PS0681'IN HIGHMORE GO NORTH FOR 0.5 MILE TO U.S. HIGHWAY 14.  CONTINUE
 PS0681'NORTH FOR 21.5 MILES, ON MAIN GRAVEL ROAD, TO CROSS ROADS.
 PS0681'TURN LEFT AND GO WEST ON DIRT ROAD FOR 1.5 MILES TO TOP OF
 PS0681'HILL AND STATION ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 PS0681'CONTINUE WEST FOR 0.5 MILE TO CROSS ROADS AND AZIMUTH MARK
 PS0681'IN SOUTHWEST ANGLE OF CROSSROADS AS DESCRIBED.
 PS0681'
 PS0681'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PS0681
 PS0681                          STATION RECOVERY (1974)
 PS0681
 PS0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 PS0681'STA. MARK WAS NOT FOUND.  NEW ROAD
 PS0681'
 PS0681'R.M. 1 AND 2 WERE DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0901 ***********************************************************************
 PU0901  DESIGNATION -  UNION 2
 PU0901  PID         -  PU0901
 PU0901  STATE/COUNTY-  SD/MEADE
 PU0901  COUNTRY     -  US
 PU0901  USGS QUAD   -  ENNING (2017)
 PU0901
 PU0901                         *CURRENT SURVEY CONTROL
 PU0901  ______________________________________________________________________
 PU0901* NAD 83(1996) POSITION- 44 33 38.05700(N) 102 36 42.09395(W)   NO CHECK
 PU0901* NAVD 88 ORTHO HEIGHT -   896.622 (meters)     2941.67  (feet) ADJUSTED
 PU0901  ______________________________________________________________________
 PU0901  GEOID HEIGHT    -        -18.319 (meters)                     GEOID18
 PU0901  LAPLACE CORR    -         -6.25  (seconds)                    DEFLEC18
 PU0901  DYNAMIC HEIGHT  -        896.368 (meters)     2940.83  (feet) COMP
 PU0901  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 PU0901
 PU0901  HORZ ORDER      -  THIRD
 PU0901  VERT ORDER      -  FIRST     CLASS II
 PU0901
 PU0901.The horizontal coordinates were established by classical geodetic methods
 PU0901.and adjusted by the National Geodetic Survey in January 1998.
 PU0901
 PU0901.No horizontal observational check was made to the station.
 PU0901
 PU0901.The orthometric height was determined by differential leveling and
 PU0901.adjusted by the NATIONAL GEODETIC SURVEY
 PU0901.in October 1997.
 PU0901
 PU0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0901.GEOID18 height accuracy estimate available here.
 PU0901
 PU0901.Click photographs - Photos may exist for this station.
 PU0901
 PU0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0901
 PU0901.The dynamic height is computed by dividing the NAVD 88
 PU0901.geopotential number by the normal gravity value computed on the
 PU0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0901.degrees latitude (g = 980.6199 gals.).
 PU0901
 PU0901.The modeled gravity was interpolated from observed gravity values.
 PU0901
 PU0901. The following values were computed from the NAD 83(1996) position.
 PU0901
 PU0901;                    North         East     Units Scale Factor Converg.
 PU0901;SPC SD N     -    84,158.894   392,549.443   MT  0.99997554   -1 50 54.2
 PU0901;SPC SD N     -   276,111.30  1,287,889.30   sFT  0.99997554   -1 50 54.2
 PU0901;UTM  13      - 4,936,911.875   689,669.296   MT  1.00004241   +1 40 34.6
 PU0901
 PU0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0901!SPC SD N     -   0.99986231  x   0.99997554  =   0.99983785
 PU0901!UTM  13      -   0.99986231  x   1.00004241  =   0.99990471
 PU0901
 PU0901:                Primary Azimuth Mark                     Grid Az
 PU0901:SPC SD N     -  UNION 2 RM 5 AZIMUTH                     271 52 06.4
 PU0901:UTM  13      -  UNION 2 RM 5 AZIMUTH                     268 20 37.6
 PU0901
 PU0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8966936911(NAD 83)
 PU0901
 PU0901|---------------------------------------------------------------------|
 PU0901| PID    Reference Object                     Distance      Geod. Az  |
 PU0901|                                                           dddmmss.s |
 PU0901| PU0898 UNION                                23.188 METERS 02320     |
 PU0901| PU0902 UNION 2 RM 3                         20.918 METERS 08827     |
 PU0901| PU0904 UNION 2 RM 6                                       2695907.7 |
 PU0901| PU0903 UNION 2 RM 5 AZIMUTH                               2700112.2 |
 PU0901| PU0900 X 127 RESET                          12.201 METERS 27031     |
 PU0901| PU0905 UNION AZ MK                                        2715600.9 |
 PU0901|---------------------------------------------------------------------|
 PU0901
 PU0901                          SUPERSEDED SURVEY CONTROL
 PU0901
 PU0901  NAD 83(1993)-  44 33 38.04906(N)    102 36 42.09417(W) AD(       ) 3
 PU0901  NAD 83(1986)-  44 33 38.04867(N)    102 36 42.09374(W) AD(       ) 3
 PU0901  NAD 27      -  44 33 38.09631(N)    102 36 40.48190(W) AD(       ) 3
 PU0901  NGVD 29             896.11   (m)         2940.0    (f) LEVELING    3  
 PU0901
 PU0901.Superseded values are not recommended for survey control.
 PU0901
 PU0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0901.See file dsdata.pdf to determine how the superseded data were derived.
 PU0901
 PU0901_MARKER: DS = TRIANGULATION STATION DISK
 PU0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0901_STAMPING: UNION 2 1972
 PU0901_MARK LOGO: CGS
 PU0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0901+STABILITY: SURFACE MOTION
 PU0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0901+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0901
 PU0901  HISTORY     - Date     Condition        Report By
 PU0901  HISTORY     - 1972     MONUMENTED       NGS
 PU0901  HISTORY     - 1972     GOOD             NGS
 PU0901  HISTORY     - 1973     GOOD             NGS
 PU0901  HISTORY     - 19950605 GOOD             NGS
 PU0901
 PU0901                          STATION DESCRIPTION
 PU0901
 PU0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PU0901'DISTANCE R.M. 3 TO R.M. 4 NOT MEASURED - NEARLY ON LINE.
 PU0901'
 PU0901'THE STATION IS LOCATED ABOUT 3 MILES EAST OF UNION CENTER,
 PU0901'AND 2.5 MILES SOUTHWEST OF ENNING, NEAR THE CENTER OF THE NORTH
 PU0901'SIDE OF SEC. 24, T 7 N, R 12 E, ON THE RIGHT-OF-WAY OF STATE
 PU0901'HIGHWAY 34, AT A T FENCE CORNER ON THE SOUTH SIDE OF THE
 PU0901'HIGHWAY.
 PU0901'
 PU0901'THE STATION MARK IS A STANDARD DISK STAMPED UNION 2 1972,
 PU0901'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 PU0901'IT IS 97 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5 FEET
 PU0901'NORTHEAST OF THE T FENCE CORNER, 2.1 FEET EAST OF A METAL WITNESS
 PU0901'POST, AND AT STATE HIGHWAY STATION NO. 340+32
 PU0901'
 PU0901'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED UNION 2 NO 3
 PU0901'1972, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PU0901'IT IS 95 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 71 FEET EAST
 PU0901'OF THE T FENCE CORNER, 6 FEET NORTH OF A FENCE, 1.3 FEET
 PU0901'WEST OF A METAL WITNESS POST, AND AT STATE HIGHWAY STATION
 PU0901'NO. 341+1.
 PU0901'
 PU0901'REFERENCE MARK NO. 4 IS A STANDARD BENCH MARK DISK STAMPED
 PU0901'X 127 RESET 1972, SET IN A ROUND CONCRETE MONUMENT WHICH
 PU0901'PROJECTS 6-INCHES.  IT IS 97 FEET SOUTH OF THE CENTER OF THE
 PU0901'HIGHWAY, 37 FEET WEST OF THE T FENCE CORNER, 1.3 FEET EAST
 PU0901'OF A METAL WITNESS POST, AND AT STATE HIGHWAY STATION 339+92.
 PU0901'
 PU0901'REFERENCE MARK NO. 5 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 PU0901'UNION 2 NO 5 1972, SET IN A ROUND CONCRETE MONUMENT WHICH
 PU0901'PROJECTS 6-INCHES.  IT IS 0.15 MILE EAST OF A T FENCE LEADING
 PU0901'SOUTH AND A GRADED ROAD TO THE NORTH, ON THE EAST SLOPE OF A LOW
 PU0901'GRADE, 99 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 PU0901'NORTH OF THE SOUTH R.O.W. FENCE, 1.2 FEET EAST OF A METAL
 PU0901'WITNESS POST, AT STATE HIGHWAY STATION 320+55.
 PU0901'
 PU0901'TO REACH THE STATION FROM THE POST OFFICE AND GROCERY STORE
 PU0901'IN UNION CENTER, GO EAST ON STATE HIGHWAY 34 FOR 2.55 MILE TO THE
 PU0901'(AZ MK) REFERENCE MARK NO. 5 ON THE RIGHT AS DESCRIBED, CONTINUE
 PU0901'EAST ON THE HIGHWAY 0.4 MILE TO THE T FENCE CORNER AND STATION
 PU0901'ON THE RIGHT AS DESCRIBED.
 PU0901
 PU0901                          STATION RECOVERY (1972)
 PU0901
 PU0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0901'3 MI W FROM ENNING.
 PU0901'3.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE IN ENNING, 97
 PU0901'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5 FEET NORTHEAST OF A T
 PU0901'FENCE CORNER, 2.1 FEET EAST OF A METAL WITNESS POST, AND SET IN A
 PU0901'ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS AT
 PU0901'HIGHWAY STATION 340+32.  NOTE-- BENCH MARK UNION WAS RECOVERED
 PU0901'IN GOOD CONDITION AS DESCRIBED, THE SURFACE STATION DISK WAS REMOVED
 PU0901'AT THIS TIME.
 PU0901
 PU0901                          STATION RECOVERY (1973)
 PU0901
 PU0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PU0901'THE STATION MARK, REFERENCE MARK NO. 3, BENCH MARK X 127 RESET,
 PU0901'AND REFERENCE MARK NO. 5 (AZ MK) WERE RECOVERED IN GOOD
 PU0901'CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED THAT
 PU0901'REFERENCE MARK NO. 5 BE MOVED, IT WAS FOUND NECESSARY TO REMOVE
 PU0901'MORE EARTH FROM THE SITE OF THE MARK THEN ORIGINALLY PLANNED.
 PU0901'REFERENCE MARK NO. 6 WAS SET AND THE DISK WAS REMOVED FROM
 PU0901'REFERENCE MARK NO. 5 AT THIS TIME.
 PU0901'
 PU0901'THE 1972 DESCRIPTION IS ADEQUATE.  A DESCRIPTION OF REFERENCE
 PU0901'MARK NO. 6 (AZ MK) FOLLOWS--
 PU0901'
 PU0901'REFERENCE MARK NO. 6 IS A STANDARD DISK STAMPED UNION 2 1972
 PU0901'NO 6 1973 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 PU0901'IT IS 0.4 MILE WEST OF THE STATION, AT THE EAST END OF A CUT
 PU0901'IN THE HIGHWAY BACKSLOPE, 100 FEET SOUTH OF THE CENTER OF
 PU0901'STATE HIGHWAY 34, 1 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A
 PU0901'METAL WITNESS POST, AT HIGHWAY STATION NO. 321 + 99.
 PU0901'
 PU0901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 PU0901'MILES E OF UNION CENTER.
 PU0901
 PU0901                          STATION RECOVERY (1995)
 PU0901
 PU0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0901'4.6 KM (2.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0901'IN UNION CENTER, 499.0 M (1637.1 FT) WEST OF MILEPOST 84, 29.5 M (96.8
 PU0901'FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.8 M (68.2 FT) WEST OF
 PU0901'REFERENCE MARK 3, 12.5 M (41.0 FT) EAST OF BENCH MARK X 127 RESET, 1.8
 PU0901'M (5.9 FT) NORTHEAST OF A T-FENCE CORNER, 1.2 M (3.9 FT) NORTH OF A
 PU0901'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU0901'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0902 ***********************************************************************
 PU0902  DESIGNATION -  UNION 2 RM 3
 PU0902  PID         -  PU0902
 PU0902  STATE/COUNTY-  SD/MEADE
 PU0902  COUNTRY     -  US
 PU0902  USGS QUAD   -  ENNING (2017)
 PU0902
 PU0902                         *CURRENT SURVEY CONTROL
 PU0902  ______________________________________________________________________
 PU0902* NAD 83(1986) POSITION- 44 33 38.08   (N) 102 36 41.15   (W)   HD_HELD1
 PU0902* NAVD 88 ORTHO HEIGHT -   897.020 (meters)     2942.97  (feet) ADJUSTED
 PU0902  ______________________________________________________________________
 PU0902  GEOID HEIGHT    -        -18.319 (meters)                     GEOID18
 PU0902  DYNAMIC HEIGHT  -        896.767 (meters)     2942.14  (feet) COMP
 PU0902  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 PU0902
 PU0902  VERT ORDER      -  FIRST     CLASS II
 PU0902
 PU0902.The horizontal coordinates were determined by differentially corrected
 PU0902.hand held GPS observations or other comparable positioning techniques
 PU0902.and have an estimated accuracy of +/- 3 meters.
 PU0902
 PU0902.The orthometric height was determined by differential leveling and
 PU0902.adjusted by the NATIONAL GEODETIC SURVEY
 PU0902.in October 1997.
 PU0902
 PU0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0902.GEOID18 height accuracy estimate available here.
 PU0902
 PU0902.Click photographs - Photos may exist for this station.
 PU0902
 PU0902.The dynamic height is computed by dividing the NAVD 88
 PU0902.geopotential number by the normal gravity value computed on the
 PU0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0902.degrees latitude (g = 980.6199 gals.).
 PU0902
 PU0902.The modeled gravity was interpolated from observed gravity values.
 PU0902
 PU0902;                    North         East    Units  Estimated Accuracy
 PU0902;SPC SD N     -    84,158.9     392,570.3     MT  (+/- 3 meters HH1 GPS) 
 PU0902
 PU0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8969036913(NAD 83)
 PU0902
 PU0902                          SUPERSEDED SURVEY CONTROL
 PU0902
 PU0902.No superseded survey control is available for this station.
 PU0902
 PU0902_MARKER: DR = REFERENCE MARK DISK
 PU0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0902_STAMPING: UNION 2 NO 3 1972
 PU0902_MARK LOGO: CGS
 PU0902_PROJECTION: RECESSED 10 CENTIMETERS
 PU0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0902+STABILITY: SURFACE MOTION
 PU0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0902+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0902
 PU0902  HISTORY     - Date     Condition        Report By
 PU0902  HISTORY     - 1972     MONUMENTED       NGS
 PU0902  HISTORY     - 19950605 GOOD             NGS
 PU0902
 PU0902                          STATION DESCRIPTION
 PU0902
 PU0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PU0902'3.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0902'95 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 71 FEET EAST OF A
 PU0902'T FENCE CORNER, 6 FEET NORTH OF THE SOUTH R.O.W. FENCE, 1.3 FEET
 PU0902'WEST OF A METAL WITNESS POST AND SET IN A ROUND CONCRETE MONUMENT
 PU0902'FLUSH WITH THE GROUND.  IT IS AT HIGHWAY STATION 341+1.  NOTE-- UNION
 PU0902'R.M. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, THE DISK WAS
 PU0902'REMOVED FROM THE MARK AT THIS TIME.
 PU0902
 PU0902                          STATION RECOVERY (1995)
 PU0902
 PU0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0902'4.6 KM (2.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0902'IN UNION CENTER, 499.0 M (1637.1 FT) WEST OF MILEPOST 84, 29.0 M (95.1
 PU0902'FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.8 M (68.2 FT) EAST OF
 PU0902'TRIANGULATION STATION UNION 2, 15.0 M (49.2 FT) EAST OF THE CENTER OF
 PU0902'A FIELD ENTRANCE AND GATE, 1.9 M (6.2 FT) NORTH OF A FENCE, 0.6 M (2.0
 PU0902'FT) WEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL
 PU0902'OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 PU0902'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0903 ***********************************************************************
 PU0903  DESIGNATION -  UNION 2 RM 5 AZIMUTH
 PU0903  PID         -  PU0903
 PU0903  STATE/COUNTY-  SD/MEADE
 PU0903  COUNTRY     -  US
 PU0903  USGS QUAD   -  ENNING (2017)
 PU0903
 PU0903                         *CURRENT SURVEY CONTROL
 PU0903  ______________________________________________________________________
 PU0903* NAD 83(1986) POSITION- 44 33 38.     (N) 102 36 42.     (W)   SCALED
 PU0903* NAVD 88 ORTHO HEIGHT -   895.97  (meters)     2939.5   (feet) RESET
 PU0903  ______________________________________________________________________
 PU0903  GEOID HEIGHT    -        -18.319 (meters)                     GEOID18
 PU0903  VERT ORDER      -  THIRD
 PU0903
 PU0903.The horizontal coordinates were scaled from a map and have
 PU0903.an estimated accuracy of +/- 6 seconds.
 PU0903
 PU0903.The orthometric height was computed from unverified reset data.
 PU0903
 PU0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0903.GEOID18 height accuracy estimate available here.
 PU0903
 PU0903.Click photographs - Photos may exist for this station.
 PU0903
 PU0903;                    North         East    Units  Estimated Accuracy
 PU0903;SPC SD N     -    84,160.      392,550.      MT  (+/- 180 meters Scaled)
 PU0903
 PU0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK896369(NAD 83)
 PU0903
 PU0903                          SUPERSEDED SURVEY CONTROL
 PU0903
 PU0903.No superseded survey control is available for this station.
 PU0903
 PU0903_MARKER: DR = REFERENCE MARK DISK
 PU0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0903_STAMPING: UNION 2 NO 5 1972
 PU0903_MARK LOGO: CGS
 PU0903_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0903+STABILITY: SURFACE MOTION
 PU0903
 PU0903  HISTORY     - Date     Condition        Report By
 PU0903  HISTORY     - 1972     MONUMENTED       NGS
 PU0903
 PU0903                          STATION DESCRIPTION
 PU0903
 PU0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PU0903'3.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0903'2.55 MILES EAST OF THE POST OFFICE AND STORE AT UNION CENTER, ON
 PU0903'THE EAST SLOPE OF A SLIGHT GRADE, 99 FEET SOUTH OF THE CENTER OF
 PU0903'THE HIGHWAY, 2 FOOT NORTH OF THE SOUTH R.O.W. FENCE, 1.2 FEET
 PU0903'EAST OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 PU0903'MONUMENT WHICH PROJECTS 6-INCHES.  IT IS AT HIGHWAY STATION 320+55.
 PU0903'NOTE-- BENCH MARK UNION AZI WAS RECOVERED IN GOOD CONDITION AS
 PU0903'DESCRIBED, THE DISK WAS REMOVED FROM THE MARK AT THIS TIME.  (UNION
 PU0903'2 R.M. 5 IS THE AZIMUTH MARK FOR STATION UNION 2 1972).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0904 ***********************************************************************
 PU0904  DESIGNATION -  UNION 2 RM 6
 PU0904  PID         -  PU0904
 PU0904  STATE/COUNTY-  SD/MEADE
 PU0904  COUNTRY     -  US
 PU0904  USGS QUAD   -  ENNING (2017)
 PU0904
 PU0904                         *CURRENT SURVEY CONTROL
 PU0904  ______________________________________________________________________
 PU0904* NAD 83(1986) POSITION- 44 33 38.     (N) 102 37 09.     (W)   SCALED
 PU0904* NAVD 88 ORTHO HEIGHT -   896.466 (meters)     2941.16  (feet) ADJUSTED
 PU0904  ______________________________________________________________________
 PU0904  GEOID HEIGHT    -        -18.301 (meters)                     GEOID18
 PU0904  DYNAMIC HEIGHT  -        896.212 (meters)     2940.32  (feet) COMP
 PU0904  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 PU0904
 PU0904  VERT ORDER      -  FIRST     CLASS II
 PU0904
 PU0904.The horizontal coordinates were scaled from a map and have
 PU0904.an estimated accuracy of +/- 6 seconds.
 PU0904
 PU0904.The orthometric height was determined by differential leveling and
 PU0904.adjusted by the NATIONAL GEODETIC SURVEY
 PU0904.in October 1997.
 PU0904
 PU0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0904.GEOID18 height accuracy estimate available here.
 PU0904
 PU0904.Click photographs - Photos may exist for this station.
 PU0904
 PU0904.The dynamic height is computed by dividing the NAVD 88
 PU0904.geopotential number by the normal gravity value computed on the
 PU0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0904.degrees latitude (g = 980.6199 gals.).
 PU0904
 PU0904.The modeled gravity was interpolated from observed gravity values.
 PU0904
 PU0904;                    North         East    Units  Estimated Accuracy
 PU0904;SPC SD N     -    84,180.      391,960.      MT  (+/- 180 meters Scaled)
 PU0904
 PU0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK890368(NAD 83)
 PU0904
 PU0904                          SUPERSEDED SURVEY CONTROL
 PU0904
 PU0904.No superseded survey control is available for this station.
 PU0904
 PU0904_MARKER: DR = REFERENCE MARK DISK
 PU0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0904_STAMPING: UNION 2 1972 NO 6 1973
 PU0904_MARK LOGO: NGS
 PU0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0904+STABILITY: SURFACE MOTION
 PU0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0904+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0904
 PU0904  HISTORY     - Date     Condition        Report By
 PU0904  HISTORY     - 1973     MONUMENTED       NGS
 PU0904  HISTORY     - 19950605 GOOD             NGS
 PU0904
 PU0904                          STATION DESCRIPTION
 PU0904
 PU0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PU0904'2.6 MI E FROM UNION CENTER.
 PU0904'3.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0904'2.6 MILES EAST OF THE STORE AT UNION CENTER, 0.4 MILE WEST OF
 PU0904'TRIANGULATION STATION UNION 2 1972, AT THE EAST END OF A ROAD CUT,
 PU0904'100 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT NORTH OF THE
 PU0904'SOUTH RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A METAL WITNESS POST,
 PU0904'AT HIGHWAY STATION NO. 321+99, AND SET IN THE TOP OF A ROUND
 PU0904'CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  THE MARK SERVES AS
 PU0904'AN AZIMUTH MARK.  NOTE-REFERENCE MARK UNION 2 NO 5 WAS FOUND IN
 PU0904'GOOD CONDITION.  DUE TO HIGHWAY IMPROVEMENTS, THE SOUTH DAKOTA
 PU0904'STATE HIGHWAY DEPARTMENT REQUESTED THAT THE MARK BE MOVED.  THE
 PU0904'DISK WAS REMOVED FROM REFERENCE MARK UNION 2 NO 5 1972 AT THIS
 PU0904'TIME.
 PU0904
 PU0904                          STATION RECOVERY (1995)
 PU0904
 PU0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0904'3.9 KM (2.40 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0904'IN UNION CENTER, 540.0 M (1771.6 FT) EAST OF MILEPOST 83, 34.2 M
 PU0904'(112.2 FT) EAST OF BENCH MARK 34 083.30, 30.6 M (100.4 FT) SOUTH OF
 PU0904'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU0904'0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A
 PU0904'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU0904'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0905 ***********************************************************************
 PU0905  DESIGNATION -  UNION AZ MK
 PU0905  PID         -  PU0905
 PU0905  STATE/COUNTY-  SD/MEADE
 PU0905  COUNTRY     -  US
 PU0905  USGS QUAD   -  ENNING (2017)
 PU0905
 PU0905                         *CURRENT SURVEY CONTROL
 PU0905  ______________________________________________________________________
 PU0905* NAD 83(1986) POSITION- 44 33 38.     (N) 102 36 45.     (W)   SCALED
 PU0905* NAVD 88 ORTHO HEIGHT -   898.523 (meters)     2947.90  (feet) ADJUSTED
 PU0905  ______________________________________________________________________
 PU0905  GEOID HEIGHT    -        -18.317 (meters)                     GEOID18
 PU0905  DYNAMIC HEIGHT  -        898.269 (meters)     2947.07  (feet) COMP
 PU0905  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 PU0905
 PU0905  VERT ORDER      -  SECOND    CLASS 0
 PU0905
 PU0905.The horizontal coordinates were scaled from a map and have
 PU0905.an estimated accuracy of +/- 6 seconds.
 PU0905
 PU0905.The orthometric height was determined by differential leveling and
 PU0905.adjusted by the NATIONAL GEODETIC SURVEY
 PU0905.in June 1991.
 PU0905
 PU0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0905.GEOID18 height accuracy estimate available here.
 PU0905
 PU0905.Click photographs - Photos may exist for this station.
 PU0905
 PU0905.The dynamic height is computed by dividing the NAVD 88
 PU0905.geopotential number by the normal gravity value computed on the
 PU0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0905.degrees latitude (g = 980.6199 gals.).
 PU0905
 PU0905.The modeled gravity was interpolated from observed gravity values.
 PU0905
 PU0905;                    North         East    Units  Estimated Accuracy
 PU0905;SPC SD N     -    84,160.      392,490.      MT  (+/- 180 meters Scaled)
 PU0905
 PU0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK896369(NAD 83)
 PU0905
 PU0905                          SUPERSEDED SURVEY CONTROL
 PU0905
 PU0905  NGVD 29 (??/??/92)  898.035  (m)         2946.30   (f) ADJ UNCH    2 0
 PU0905
 PU0905.Superseded values are not recommended for survey control.
 PU0905
 PU0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0905.See file dsdata.pdf to determine how the superseded data were derived.
 PU0905
 PU0905_MARKER: DZ = AZIMUTH MARK DISK
 PU0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0905_STAMPING: UNION 1951
 PU0905_MARK LOGO: CGS
 PU0905_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0905+STABILITY: SURFACE MOTION
 PU0905
 PU0905  HISTORY     - Date     Condition        Report By
 PU0905  HISTORY     - 1951     MONUMENTED       CGS
 PU0905  HISTORY     - 1962     GOOD             CGS
 PU0905  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0905
 PU0905                          STATION DESCRIPTION
 PU0905
 PU0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0905'3.4 MI W FROM ENNING.
 PU0905'3.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0905'2.55 MILES EAST OF THE STORE AT UNION CENTER, 34 FEET SOUTH OF
 PU0905'THE CENTER OF THE HIGHWAY, 2.9 FEET NORTH OF A FENCE, 3.4 FEET
 PU0905'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY
 PU0905'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 PU0905
 PU0905                          STATION RECOVERY (1995)
 PU0905
 PU0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0905'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK UNION
 PU0905'2 RM 6 WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0905'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0729 ***********************************************************************
 OQ0729  DESIGNATION -  UNION RESET
 OQ0729  PID         -  OQ0729
 OQ0729  STATE/COUNTY-  SD/UNION
 OQ0729  COUNTRY     -  US
 OQ0729  USGS QUAD   -  ALCESTER SE (2017)
 OQ0729
 OQ0729                         *CURRENT SURVEY CONTROL
 OQ0729  ______________________________________________________________________
 OQ0729* NAD 83(1996) POSITION- 43 04 48.72531(N) 096 35 31.03562(W)   ADJUSTED
 OQ0729* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) SCALED
 OQ0729  ______________________________________________________________________
 OQ0729  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 OQ0729  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 OQ0729  HORZ ORDER      -  SECOND
 OQ0729
 OQ0729.The horizontal coordinates were established by classical geodetic methods
 OQ0729.and adjusted by the National Geodetic Survey in January 1998.
 OQ0729
 OQ0729.The orthometric height was scaled from a topographic map.
 OQ0729
 OQ0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0729.GEOID18 height accuracy estimate available here.
 OQ0729
 OQ0729.Click photographs - Photos may exist for this station.
 OQ0729
 OQ0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0729
 OQ0729. The following values were computed from the NAD 83(1996) position.
 OQ0729
 OQ0729;                    North         East     Units Scale Factor Converg.
 OQ0729;SPC SD S     -    89,831.538   904,560.524   MT  0.99995070   +2 34 51.6
 OQ0729;SPC SD S     -   294,722.30  2,967,712.32   sFT  0.99995070   +2 34 51.6
 OQ0729;UTM  14      - 4,772,535.519   696,024.317   MT  1.00007272   +1 38 43.0
 OQ0729
 OQ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0729!SPC SD S     -   0.99993395  x   0.99995070  =   0.99988466
 OQ0729!UTM  14      -   0.99993395  x   1.00007272  =   1.00000667
 OQ0729
 OQ0729:                Primary Azimuth Mark                     Grid Az
 OQ0729:SPC SD S     -  UNION AZ MK                              117 32 16.3
 OQ0729:UTM  14      -  UNION AZ MK                              118 28 24.9
 OQ0729
 OQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9602472535(NAD 83)
 OQ0729
 OQ0729|---------------------------------------------------------------------|
 OQ0729| PID    Reference Object                     Distance      Geod. Az  |
 OQ0729|                                                           dddmmss.s |
 OQ0729| CO4737 UNION AZ MK                                        1200707.9 |
 OQ0729| OQ0617 HAWARDEN MUNICIPAL TANK             APPROX.13.0 KM 1330919.7 |
 OQ0729| CO4738 UNION RM 1                           30.596 METERS 15455     |
 OQ0729| OQ0727 OMAHA BISMARCK AIRWAY BCN 12        APPROX. 8.0 KM 1612527.0 |
 OQ0729| CO4740 UNION RM 3                           27.401 METERS 20530     |
 OQ0729| OQ0731 ALCESTER MUNICIPAL TANK             APPROX. 6.9 KM 2063922.3 |
 OQ0729| CO4741 UNION RM 4                           23.605 METERS 23049     |
 OQ0729| OQ0737 BERESFORD STACK                     APPROX.15.0 KM 2693049.4 |
 OQ0729| OQ0739 BERESFORD EVAN LUTH CH SPIRE        APPROX.15.0 KM 2710220.5 |
 OQ0729| OQ0736 BERESFORD TANK                      APPROX.14.9 KM 2712129.7 |
 OQ0729| OQ0743 BERESFORD NEW TANK                  APPROX.14.7 KM 2712657.7 |
 OQ0729| CO4739 UNION RM 2                           22.013 METERS 30709     |
 OQ0729|---------------------------------------------------------------------|
 OQ0729
 OQ0729                          SUPERSEDED SURVEY CONTROL
 OQ0729
 OQ0729  NAD 83(1995)-  43 04 48.72604(N)    096 35 31.03278(W) AD(       ) 2
 OQ0729  NAD 83(1986)-  43 04 48.72881(N)    096 35 31.02476(W) AD(       ) 2
 OQ0729  NAD 27      -  43 04 48.76400(N)    096 35 29.88300(W) AD(       ) 2
 OQ0729
 OQ0729.Superseded values are not recommended for survey control.
 OQ0729
 OQ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0729.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0729
 OQ0729_MARKER: DH = HORIZONTAL CONTROL DISK
 OQ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0729_STAMPING: UNION 1949 1975
 OQ0729_MARK LOGO: NGS
 OQ0729_PROJECTION: RECESSED 41 CENTIMETERS
 OQ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0729+STABILITY: SURFACE MOTION
 OQ0729
 OQ0729  HISTORY     - Date     Condition        Report By
 OQ0729  HISTORY     - 1975     MONUMENTED       NGS
 OQ0729
 OQ0729                          STATION DESCRIPTION
 OQ0729
 OQ0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0729'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 OQ0729'IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK
 OQ0729'NO. 1 WERE NOT FOUND, APPARENTLY PUSHED OUT AND BURIED WHEN THE
 OQ0729'AREA WAS LANDSCAPED.  THE TOP 1/2 OF THE REFERENCE MARK NO. 2
 OQ0729'MONUMENT WAS FOUND WITH THE DISK INTACT, THE BASE OF THE MONUMENT
 OQ0729'WAS FOUND IN PLACE IN THE FIELD, THE DISK WAS REMOVED AT THIS
 OQ0729'TIME.  THE POSITION OF THE UNDERGROUND STATION MARK, WHICH WAS
 OQ0729'FOUND 18-INCHES BELOW GROUND SURFACE, WAS HELD AND THE MARK
 OQ0729'REMOVED, A NEW UNDERGROUND STATION MARK WAS SET AT 3-1/2 FEET
 OQ0729'BELOW GROUND LEVEL AND A NEW SURFACE STATION MARK WAS
 OQ0729'PLUMBED OVER IT AND SET AT 16-INCHES BELOW GROUND LEVEL.
 OQ0729'REFERENCE MARK NO. 3 AND NO. 4 WERE SET.  THE ALCESTER MUNICIPAL
 OQ0729'WATER TANK WAS NOT OBSERVED AS THE LINE OF SIGHT WAS
 OQ0729'OBSTRUCTED BY THE SOUTHEAST CORNER OF THE METAL MACHINE
 OQ0729'SHED.
 OQ0729'
 OQ0729'A NEW DESCRIPTION FOLLOWS--
 OQ0729'
 OQ0729'THE STATION IS LOCATED ABOUT 9 MILES EAST OF BERESFORD, 4 MILES
 OQ0729'NORTH-NORTHEAST OF ALCESTER, AND 0.25 MILE SOUTH OF STATE HIGHWAY
 OQ0729'46, ON A HIGH RIDGE, IN A CULTIVATED FIELD AT THE NORTHEAST SIDE
 OQ0729'OF A FARMSTEAD, ALONG THE SOUTH SIDE OF A SHELTER BELT, ON
 OQ0729'PROPERTY OWNED BY MR. OSMOND TWEDT AND FARMED BY MR. HERMAN VAN
 OQ0729'ENGEN.
 OQ0729'
 OQ0729'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 77
 OQ0729'AND STATE HIGHWAY 46 IN BERESFORD, GO EAST ON HIGHWAY 46 FOR 7.0
 OQ0729'MILES TO STATE HIGHWAY 11 LEADING SOUTH TO ALCESTER, CONTINUE EAST
 OQ0729'ON HIGHWAY 46 FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO
 OQ0729'SOUTH ON THE GRADED ROAD 0.25 MILE TO A FARM DRIVEWAY ON THE RIGHT
 OQ0729'AND THE AZIMUTH MARK AS DESCRIBED, TURN RIGHT AND GO WEST ON
 OQ0729'THE FARM DRIVEWAY FOR 0.2 MILE TO THE FARMSTEAD (NO HOUSE) AND
 OQ0729'THE STATION ON THE RIGHT AS DESCRIBED.
 OQ0729'
 OQ0729'THE STATION MARK IS A STANDARD DISK STAMPED UNION 1949 1975, SET
 OQ0729'IN THE TOP OF A ROUND CONCRETE MONUMENT 16-INCHES BELOW GROUND
 OQ0729'LEVEL.  IT IS 148.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 OQ0729'THE CORN CRIB AND GRANARY, 91 FEET NORTH-NORTHEAST OF THE
 OQ0729'SOUTHEAST CORNER OF THE METAL SHED, 63.3 FEET NORTHEAST OF THE
 OQ0729'NORTHEAST CORNER OF THE METAL SHED, 77 FEET NORTHEAST OF THE
 OQ0729'NORTHWEST CORNER OF THE METAL SHED, AND 38 FEET SOUTH OF THE
 OQ0729'SOUTH EDGE OF THE SHELTER BELT.
 OQ0729'
 OQ0729'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED UNION 1949 NO 3
 OQ0729'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 OQ0729'THE GROUND.  IT IS 29 FEET NORTHEAST OF THE NORTHEAST LEG OF
 OQ0729'THE WINDMILL, 1.0 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE
 OQ0729'METAL SHED, 0.5 FOOT EAST OF THE EAST SIDE OF THE SHED, AND 1.7
 OQ0729'FOOT NORTHEAST OF A METAL WITNESS POST.
 OQ0729'
 OQ0729'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED UNION 1949 NO 4
 OQ0729'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 OQ0729'THE GROUND.  IT IS 54 FEET NORTH OF THE NORTHWEST LEG OF THE
 OQ0729'WINDMILL, 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE METAL
 OQ0729'SHED, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 OQ0729'
 OQ0729'THE AZIMUTH MARK IS A STANDARD DISK STAMPED UNION 1949, SET IN THE
 OQ0729'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS
 OQ0729'390 FEET SOUTH OF THE CENTER OF THE FARM DRIVEWAY, 34 FEET WEST
 OQ0729'OF THE CENTER OF COUNTY ROAD 27, 5.5 FEET NORTH OF A WOODEN
 OQ0729'POST, 0.5 FOOT EAST OF A FENCE, AND 1.2 FEET NORTH OF A METAL
 OQ0729'WITNESS POST.
 OQ0729'
 OQ0729'A DIFFERENCE OF 0.1 MILE WAS FOUND IN THE DISTANCE TO THE AZIMUTH
 OQ0729'MARK.
 OQ0729'
 OQ0729'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED AS THEY
 OQ0729'ARE ON OPPOSITE SIDES OF THE METAL BUILDING.
 OQ0729'
 OQ0729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0729'ABOUT 4 MILES NNE OF ALCESTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0897 ***********************************************************************
 PU0897  DESIGNATION -  UNION RM 1
 PU0897  PID         -  PU0897
 PU0897  STATE/COUNTY-  SD/MEADE
 PU0897  COUNTRY     -  US
 PU0897  USGS QUAD   -  ENNING (2017)
 PU0897
 PU0897                         *CURRENT SURVEY CONTROL
 PU0897  ______________________________________________________________________
 PU0897* NAD 83(1986) POSITION- 44 33 38.69   (N) 102 36 41.39   (W)   HD_HELD1
 PU0897* NAVD 88 ORTHO HEIGHT -   898.425 (meters)     2947.58  (feet) ADJUSTED
 PU0897  ______________________________________________________________________
 PU0897  GEOID HEIGHT    -        -18.319 (meters)                     GEOID18
 PU0897  DYNAMIC HEIGHT  -        898.171 (meters)     2946.75  (feet) COMP
 PU0897  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 PU0897
 PU0897  VERT ORDER      -  SECOND    CLASS 0
 PU0897
 PU0897.The horizontal coordinates were determined by differentially corrected
 PU0897.hand held GPS observations or other comparable positioning techniques
 PU0897.and have an estimated accuracy of +/- 3 meters.
 PU0897
 PU0897.The orthometric height was determined by differential leveling and
 PU0897.adjusted by the NATIONAL GEODETIC SURVEY
 PU0897.in June 1991.
 PU0897
 PU0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0897.GEOID18 height accuracy estimate available here.
 PU0897
 PU0897.Click photographs - Photos may exist for this station.
 PU0897
 PU0897.The dynamic height is computed by dividing the NAVD 88
 PU0897.geopotential number by the normal gravity value computed on the
 PU0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0897.degrees latitude (g = 980.6199 gals.).
 PU0897
 PU0897.The modeled gravity was interpolated from observed gravity values.
 PU0897
 PU0897;                    North         East    Units  Estimated Accuracy
 PU0897;SPC SD N     -    84,177.9     392,565.6     MT  (+/- 3 meters HH1 GPS) 
 PU0897
 PU0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8968436931(NAD 83)
 PU0897
 PU0897                          SUPERSEDED SURVEY CONTROL
 PU0897
 PU0897  NGVD 29 (??/??/92)  897.938  (m)         2945.98   (f) ADJ UNCH    2 0
 PU0897
 PU0897.Superseded values are not recommended for survey control.
 PU0897
 PU0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0897.See file dsdata.pdf to determine how the superseded data were derived.
 PU0897
 PU0897_MARKER: DR = REFERENCE MARK DISK
 PU0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0897_STAMPING: UNION NO 1 1951
 PU0897_MARK LOGO: CGS
 PU0897_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0897+STABILITY: SURFACE MOTION
 PU0897
 PU0897  HISTORY     - Date     Condition        Report By
 PU0897  HISTORY     - 1951     MONUMENTED       CGS
 PU0897  HISTORY     - 1962     GOOD             CGS
 PU0897  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0897
 PU0897                          STATION DESCRIPTION
 PU0897
 PU0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0897'3 MI W FROM ENNING.
 PU0897'3.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0897'36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF
 PU0897'THE EAST END OF A GATE, 1.0 FOOT NORTH OF A FENCE, 16.0 FEET EAST
 PU0897'OF A WITNESS POST, 22.1 FEET EAST-SOUTHEAST OF THE STATION, 2 1/2
 PU0897'FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 PU0897'PROJECTING 0.3 FOOT.
 PU0897
 PU0897                          STATION RECOVERY (1995)
 PU0897
 PU0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0897'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0498 ***********************************************************************
 QT0498  DESIGNATION -  UNIT
 QT0498  PID         -  QT0498
 QT0498  STATE/COUNTY-  SD/HARDING
 QT0498  COUNTRY     -  US
 QT0498  USGS QUAD   -  J B HILL (2017)
 QT0498
 QT0498                         *CURRENT SURVEY CONTROL
 QT0498  ______________________________________________________________________
 QT0498* NAD 83(1996) POSITION- 45 26 36.93927(N) 103 11 55.26766(W)   ADJUSTED
 QT0498* NAVD 88 ORTHO HEIGHT -  1120.    (meters)     3675.    (feet) SCALED
 QT0498  ______________________________________________________________________
 QT0498  GEOID HEIGHT    -        -16.504 (meters)                     GEOID18
 QT0498  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 QT0498  HORZ ORDER      -  SECOND
 QT0498
 QT0498.The horizontal coordinates were established by classical geodetic methods
 QT0498.and adjusted by the National Geodetic Survey in January 1998.
 QT0498
 QT0498.The orthometric height was scaled from a topographic map.
 QT0498
 QT0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0498.GEOID18 height accuracy estimate available here.
 QT0498
 QT0498.Click photographs - Photos may exist for this station.
 QT0498
 QT0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0498
 QT0498. The following values were computed from the NAD 83(1996) position.
 QT0498
 QT0498;                    North         East     Units Scale Factor Converg.
 QT0498;SPC SD N     -   183,882.407   349,821.914   MT  0.99996254   -2 15 49.8
 QT0498;SPC SD N     -   603,287.53  1,147,707.40   sFT  0.99996254   -2 15 49.8
 QT0498;UTM  13      - 5,033,808.182   640,871.067   MT  0.99984399   +1 17 01.5
 QT0498
 QT0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0498!SPC SD N     -   0.99982710  x   0.99996254  =   0.99978965
 QT0498!UTM  13      -   0.99982710  x   0.99984399  =   0.99967112
 QT0498
 QT0498:                Primary Azimuth Mark                     Grid Az
 QT0498:SPC SD N     -  UNIT AZ MK                               198 56 53.6
 QT0498:UTM  13      -  UNIT AZ MK                               195 24 02.3
 QT0498
 QT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL4087133808(NAD 83)
 QT0498
 QT0498|---------------------------------------------------------------------|
 QT0498| PID    Reference Object                     Distance      Geod. Az  |
 QT0498|                                                           dddmmss.s |
 QT0498| CQ8911 UNIT RM 1                             9.074 METERS 11107     |
 QT0498| CQ8912 UNIT RM 2                            11.364 METERS 18658     |
 QT0498| CQ8910 UNIT AZ MK                                         1964103.8 |
 QT0498|---------------------------------------------------------------------|
 QT0498
 QT0498                          SUPERSEDED SURVEY CONTROL
 QT0498
 QT0498  NAD 83(1993)-  45 26 36.93089(N)    103 11 55.26485(W) AD(       ) 2
 QT0498  NAD 83(1986)-  45 26 36.92770(N)    103 11 55.26317(W) AD(       ) 2
 QT0498  NAD 27      -  45 26 36.95300(N)    103 11 53.62600(W) AD(       ) 2
 QT0498
 QT0498.Superseded values are not recommended for survey control.
 QT0498
 QT0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0498.See file dsdata.pdf to determine how the superseded data were derived.
 QT0498
 QT0498_MARKER: DS = TRIANGULATION STATION DISK
 QT0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0498_STAMPING: UNIT 1952
 QT0498_MARK LOGO: CGS
 QT0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0498+STABILITY: SURFACE MOTION
 QT0498
 QT0498  HISTORY     - Date     Condition        Report By
 QT0498  HISTORY     - 1952     MONUMENTED       CGS
 QT0498  HISTORY     - 1973     GOOD             USGS
 QT0498
 QT0498                          STATION DESCRIPTION
 QT0498
 QT0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0498'THE STATION IS IN SECTION 18, T 17 N, R 8 E, ON THE TOP OF A HIGH
 QT0498'BARE RIDGE IN THE CUSTER NATIONAL FOREST, ABOUT 17 MILES EAST
 QT0498'AND 9-1/2 MILES SOUTH OF BUFFALO, 7 MILES SOUTH AND 5-1/2 MILES
 QT0498'WEST OF THE SMALL SETTLEMENT OF REVA AND 4.5 FEET SOUTH-SOUTHWEST
 QT0498'OF A WHITE 4 IN X 4 IN WITNESS POST.
 QT0498'
 QT0498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 QT0498'STATE HIGHWAY 8 IN BUFFALO, GO SOUTH ON U.S. HIGHWAY 85 FOR 1.5
 QT0498'MILES TO THE JUNCTION OF THESE HIGHWAYS, TURN LEFT (EAST) AND
 QT0498'FOLLOW STATE HIGHWAY 8 FOR 10.8 MILES TO A SIDE ROAD ON THE
 QT0498'RIGHT, TURN RIGHT (SOUTHEAST AND SOUTH) AND FOLLOW THE MAIN
 QT0498'GRADED DIRT ROAD FOR 5.9 MILES TO A CATTLE GUARD, CROSS CATTLE
 QT0498'GUARD AND CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 5.1 MILES TO A
 QT0498'CROSS ROAD, TURN LEFT (EAST) AND FOLLOW THE MAIN ROAD FOR
 QT0498'2.1 MILES TO A CATTLE GUARD AT THE ENTRANCE OF THE CUSTER
 QT0498'NATIONAL FOREST, CROSS CATTLE GUARD AND CONTINUE EASTERLY FOR
 QT0498'1.7 MILES TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT (NORTH)
 QT0498'AND FOLLOW THE MAIN TRACK ROAD FOR 1.2 MILES TO A WIRE GATE
 QT0498'BETWEEN TWO HIGH GATE POSTS, CONTINUE NORTHERLY ON THE TRACK
 QT0498'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 QT0498'BELOW, CONTINUE ON THE MAIN ROAD FOR 0.9 MILE TO THE STATION
 QT0498'AS DESCRIBED.
 QT0498'
 QT0498'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED UNIT
 QT0498'1952.
 QT0498'
 QT0498'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED UNIT
 QT0498'NO 1 1952.
 QT0498'
 QT0498'REFERENCE MARK 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 QT0498'UNIT NO 2 1952.
 QT0498'
 QT0498'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF THE TRACK
 QT0498'ROAD, AND 2.5 FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS
 QT0498'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED UNIT
 QT0498'1952.
 QT0498'
 QT0498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0498
 QT0498                          STATION RECOVERY (1973)
 QT0498
 QT0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 QT0498'TO REACH THE STATION FROM THE POST OFFICE IN REVA, SOUTH DAKOTA,
 QT0498'GO WEST ON SOUTH DAKOTA HWY. 20 FOR 0.55 MI TO A X-RD AND SIGN
 QT0498'HOOVER ROAD.  TURN LEFT AND GO SOUTH ON PAVED RD. FOR 11.4 MI
 QT0498'TO A RD WEST AND SIGN J-B ROAD PASS.  TURN RIGHT AND GO WEST
 QT0498'ON MAIN RD. FOR ABOUT 3.0 MI TO A TRACK RD NORTH AND SIGN NORTH
 QT0498'RIDGE ROAD.  TURN RIGHT AND GO NORTHERLY ON MAIN TRACK RD. FOR
 QT0498'3.3 MI TO HILL ON THE RIGHT ABOUT 50 YDS. SOUTH OF A GATE.
 QT0498'TURN RIGHT AND GO EAST TO THE TOP OF HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0758 ***********************************************************************
 NM0758  DESIGNATION -  UNIVERSITY
 NM0758  PID         -  NM0758
 NM0758  STATE/COUNTY-  SD/CLAY
 NM0758  COUNTRY     -  US
 NM0758  USGS QUAD   -  VERMILLION (2017)
 NM0758
 NM0758                         *CURRENT SURVEY CONTROL
 NM0758  ______________________________________________________________________
 NM0758* NAD 83(1996) POSITION- 42 46 57.65192(N) 096 55 30.12695(W)   ADJUSTED
 NM0758* NAVD 88 ORTHO HEIGHT -   376.288 (meters)     1234.54  (feet) ADJUSTED
 NM0758  ______________________________________________________________________
 NM0758  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 NM0758  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 NM0758  DYNAMIC HEIGHT  -        376.178 (meters)     1234.18  (feet) COMP
 NM0758  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 NM0758
 NM0758  HORZ ORDER      -  FIRST
 NM0758  VERT ORDER      -  FIRST     CLASS II
 NM0758
 NM0758.The horizontal coordinates were established by classical geodetic methods
 NM0758.and adjusted by the National Geodetic Survey in January 1998.
 NM0758
 NM0758.The orthometric height was determined by differential leveling and
 NM0758.adjusted by the NATIONAL GEODETIC SURVEY
 NM0758.in June 1994.
 NM0758
 NM0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0758.GEOID18 height accuracy estimate available here.
 NM0758
 NM0758.Click photographs - Photos may exist for this station.
 NM0758
 NM0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0758
 NM0758.The dynamic height is computed by dividing the NAVD 88
 NM0758.geopotential number by the normal gravity value computed on the
 NM0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0758.degrees latitude (g = 980.6199 gals.).
 NM0758
 NM0758.The modeled gravity was interpolated from observed gravity values.
 NM0758
 NM0758. The following values were computed from the NAD 83(1996) position.
 NM0758
 NM0758;                    North         East     Units Scale Factor Converg.
 NM0758;SPC SD S     -    55,641.029   878,818.540   MT  1.00001238   +2 21 04.4
 NM0758;SPC SD S     -   182,548.94  2,883,257.16   sFT  1.00001238   +2 21 04.4
 NM0758;UTM  14      - 4,738,770.274   669,724.712   MT  0.99995441   +1 24 34.9
 NM0758
 NM0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0758!SPC SD S     -   0.99994500  x   1.00001238  =   0.99995738
 NM0758!UTM  14      -   0.99994500  x   0.99995441  =   0.99989942
 NM0758
 NM0758:                Primary Azimuth Mark                     Grid Az
 NM0758:SPC SD S     -  STYLE                                    292 43 20.5
 NM0758:UTM  14      -  STYLE                                    293 39 50.0
 NM0758
 NM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6972438770(NAD 83)
 NM0758
 NM0758|---------------------------------------------------------------------|
 NM0758| PID    Reference Object                     Distance      Geod. Az  |
 NM0758|                                                           dddmmss.s |
 NM0758| NM1852 VERMILLION UNIV OF S DAK TK         201.723 METERS 01954     |
 NM0758| NM1849 VERMILLION UNIV OF S DAK CUP        140.924 METERS 02512     |
 NM0758| NM1854 VERMILLION UNIV OF S DAK STK        223.451 METERS 03114     |
 NM0758| NM1578 UNIVERSITY RM 1                      38.158 METERS 09959     |
 NM0758| NM1841 ELK POINT MUNICIPAL TANK            APPROX.22.2 KM 1183847.9 |
 NM0758| NM1848 VERMILLION FIRST CONG CH CUP        407.458 METERS 2141543.2 |
 NM0758| CO4742 UNIVERSITY RM 2                      38.215 METERS 21834     |
 NM0758| NM1853 VERMILLION TANK                     APPROX. 0.9 KM 2292901.6 |
 NM0758| NM1850 VERMILLION MUN L AND P CO STK       APPROX. 0.6 KM 2422711.5 |
 NM0758| NM1857 STYLE                               APPROX.10.5 KM 2950424.9 |
 NM0758| NM1858 GAYVILLE TANK                       APPROX.23.5 KM 3001054.2 |
 NM0758| NM0759 VERMILLION                          412.452 METERS 3412408.0 |
 NM0758|---------------------------------------------------------------------|
 NM0758
 NM0758                          SUPERSEDED SURVEY CONTROL
 NM0758
 NM0758  NAD 83(1995)-  42 46 57.65203(N)    096 55 30.12685(W) AD(       ) 1
 NM0758  NAD 83(1986)-  42 46 57.65665(N)    096 55 30.11788(W) AD(       ) 1
 NM0758  NAD 27      -  42 46 57.66300(N)    096 55 28.95900(W) AD(       ) 1
 NM0758  NAVD 88 (06/15/91)  376.279  (m)         1234.51   (f) SUPERSEDED  1 2
 NM0758  NGVD 29 (??/??/92)  376.077  (m)         1233.85   (f) ADJ UNCH    1 2
 NM0758  NGVD 29             376.08   (m)         1233.9    (f) LEVELING    3  
 NM0758
 NM0758.Superseded values are not recommended for survey control.
 NM0758
 NM0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0758.See file dsdata.pdf to determine how the superseded data were derived.
 NM0758
 NM0758_MARKER: DS = TRIANGULATION STATION DISK
 NM0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0758_STAMPING: UNIVERSITY 1935
 NM0758_MARK LOGO: CGS
 NM0758_PROJECTION: FLUSH
 NM0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0758+STABILITY: SURFACE MOTION
 NM0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0758+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0758
 NM0758  HISTORY     - Date     Condition        Report By
 NM0758  HISTORY     - 1935     MONUMENTED       CGS
 NM0758  HISTORY     - 1945     GOOD             LOCSUR
 NM0758  HISTORY     - 1949     GOOD             CGS
 NM0758  HISTORY     - 1966     GOOD             CGS
 NM0758  HISTORY     - 1966     GOOD             CGS
 NM0758  HISTORY     - 1981     GOOD             NGS
 NM0758  HISTORY     - 19810922 GOOD             NGS
 NM0758  HISTORY     - 19930908 GOOD             NGS
 NM0758  HISTORY     - 20120420 MARK NOT FOUND   INDIV
 NM0758
 NM0758                          STATION DESCRIPTION
 NM0758
 NM0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM0758'STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF SOUTH
 NM0758'DAKOTA IN VERMILLION, 150 FEET WEST OF THE WEST BUILDING
 NM0758'LINE OF THE AUDITORIUM AND 44 FEET NORTH OF THE NORTH CURB
 NM0758'OF CLARK STREET.  MARK IS FLUSH WITH LAWN.
 NM0758'
 NM0758'STATION VERMILLION CAN BE USED AS AN AZIMUTH MARK.  IT IS
 NM0758'NORTH-NORTHWEST OF STATION, 76 FEET EAST-SOUTHEAST OF THE
 NM0758'SOUTHEAST CORNER OF THE OBSERVATORY, 70 FEET SOUTH AND 57
 NM0758'FEET WEST OF WIRE FENCES, AND IS FLUSH WITH GROUND.
 NM0758'
 NM0758'REFERENCE MARK NO. 1 IS EAST OF STATION, 7 FEET NORTH OF
 NM0758'EDGE OF SIDEWALK, AND IS FLUSH WITH LAWN.
 NM0758'
 NM0758'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 24 FEET SOUTH
 NM0758'OF THE SOUTH CURB LINE, 1 FOOT EAST OF THE WEST FENCE OF ALLEY,
 NM0758'AND IS FLUSH WITH THE GROUND.
 NM0758'
 NM0758'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 NM0758
 NM0758                          STATION RECOVERY (1945)
 NM0758
 NM0758'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945 (WEE)
 NM0758'RECOVERED BY THE UNIV. OF SD.  THERE IS NO BRASS MARKER.  IT IS A
 NM0758'CEMENT MARKER ON CAMPUS, NEAR CLARK STREET.  STAMPED CGS 1935.
 NM0758
 NM0758                          STATION RECOVERY (1949)
 NM0758
 NM0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0758'AT VERMILLION.
 NM0758'ON THE CAMPUS OF UNIVERSITY OF SOUTH DAKOTA, 65.8 FEET SOUTHWEST
 NM0758'OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 43.5
 NM0758'FEET NORTH OF THE NORTH CURB LINE OF CLARK STREET, 20.1 FEET
 NM0758'WEST OF THE WEST CURB LINE OF A NORTH-SOUTH DRIVE LEADING TO
 NM0758'THE WEST ENTRANCE TO THE ADMINISTRATION BUILDING, A TRIANGULATION
 NM0758'STATION DISK SET IN THE TOP OF A CONCRETE POST AND 0.4 FOOT
 NM0758'UNDERGROUND.
 NM0758
 NM0758                          STATION RECOVERY (1966)
 NM0758
 NM0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM0758'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 NM0758'AND FOUND IN GOOD CONDITION.
 NM0758'
 NM0758'A ONE HOUR SEARCH BY TWO MEN WAS MADE FOR TRIANGULATION STATION
 NM0758'VERMILLION WHICH WAS USED FOR AN AZIMUTH MARK.  THE STATION WAS NOT
 NM0758'FOUND.
 NM0758'
 NM0758'THE STATION AND REFERENCE MARKS 1 AND 2 WERE EASILY RECOVERED, USING
 NM0758'THE ORIGINAL DESCRIPTION.  SOME ADDITIONAL REFERENCE POINTS ARE GIVEN
 NM0758'BELOW.
 NM0758'
 NM0758'THE STATION MARK IS 65.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM0758'ADMINISTRATION BUILDING AND 20 FEET WEST OF THE WEST CURB OF THE
 NM0758'DRIVEWAY, LEADING TO THE BUILDING.  THE MONUMENT IS ABOUT 2 INCHES
 NM0758'BELOW GROUND SURFACE.
 NM0758'
 NM0758'REFERENCE MARK NO. 2 IS 25.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NM0758'HOUSE NUMBER 413 AND 9 FEET WEST OF THE APPROXIMATE CENTERLINE OF AN
 NM0758'ALLEY.  THE MONUMENT IS ABOUT 2 INCHES UNDERGROUND.
 NM0758
 NM0758                          STATION RECOVERY (1966)
 NM0758
 NM0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 NM0758'RECOVERED IN GOOD CONDITION.
 NM0758
 NM0758                          STATION RECOVERY (1981)
 NM0758
 NM0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM0758'AT VERMILLION ON THE UNIVERSITY OF SOUTH DAKOTA CAMPUS, NEAR THE
 NM0758'ADMINISTRATION BUILDING, 20.1 N ( 65.9 FT) SOUTHWEST OF THE SOUTHWEST
 NM0758'CORNER OF THE ADMINISTRATION BUILDING, 11.1 N (36.4 FT) NORTH OF THE
 NM0758'NORTH CURB OF CLARK STREET, 6.3 N (20.7 FT) WEST OF THE WEST CURB OF
 NM0758'A CONCRETE DRIVE AND 2.05 N (6.7 FT) NORTH OF THE NORTH EDGE OF A
 NM0758'SIDEWALK.
 NM0758
 NM0758                          STATION RECOVERY (1981)
 NM0758
 NM0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 NM0758'THE STATION MARK, REFERENCE MARK 1 AND VERMILLION MAGNETIC STATION
 NM0758'1935 WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  THE ALLEY
 NM0758'WHERE REFERENCE MARK 2 WAS LOCATED HAS BEEN SURFACED WITH ASPHALT AND
 NM0758'NO TRACE OF THIS MARK WAS FOUND.  STATION VERMILLION 1935 PREVIOUSLY
 NM0758'SUFFICED FOR AN AZIMUTH MARK BUT HAS BEEN DESTROYED.  THERE IS NO
 NM0758'SUITABLE PLACE TO SET A NEW AZIMUTH MARK.  THE DISTANCE TO REFERENCE
 NM0758'MARK 1 WAS NOTED TO BE 0.028 METER (0.092 FT) LONGER THAN THE 1935
 NM0758'DISTANCE REFERENCE MARK 3 WAS ESTABLISHED AND NEW DESCRIPTIVE TEXT
 NM0758'FOLLOWS.
 NM0758'
 NM0758'THE STATION IS LOCATED IN VERMILLION ON THE UNIVERSITY OF SOUTH DAKOTA
 NM0758'CAMPUS, AT THE ADMINISTRATION BUILDING.
 NM0758'
 NM0758'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE UNIVERSITY OF
 NM0758'SOUTH DAKOTA ADMINISTRATION BUILDING, WALK SOUTHWEST FOR 20 METERS
 NM0758'(65.6 FT) TO THE STATION MARK.
 NM0758'
 NM0758'THE STATION IS A STANDARD CGS DISK STAMPED UNIVERSITY 1935 SET INTO
 NM0758'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES 30 CM IN DIAMETER
 NM0758'RECESSED 4 INCHES 10 CM BELOW THE GROUND.  LOCATED 20.1 METERS
 NM0758'(65.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE ADMINISTRATIN
 NM0758'BUILDING, 11.1 METERS (36.4 FT) NORTH FROM THE NORTH CURB OF CLARK
 NM0758'STREET, 6.3 METERS (20.7 FT) WEST FROM WEST CURB OF CONCRETE DRIVE,
 NM0758'2.05 NORTH FROM THE NORTH EDGE OF SIDEWALK.
 NM0758'
 NM0758'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED UNIVERSITY NO. 1
 NM0758'1935 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES 30 CM IN
 NM0758'DIAMETER RECESSED 2 INCHES 5 CM BELOW THE GROUND.  LOCATED 31.7 METERS
 NM0758'(104.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE ADMINISTRATIN
 NM0758'BUILDING, 26.1 METERS (85.6 FT) EAST FROM THE EAST CURB OF A CONCRETE
 NM0758'DRIVE, 4.4 METERS (14.4 FT) NORTH FROM THE NORTH CURB OF CLARK STREET,
 NM0758'2.1 METERS (6.9 FT) NORTH FROM THE NORTH EDGE OF SIDEWALK 1.1 FEET
 NM0758'(0.3 M) 0.34 METERS (1.12 FT) HIGHER THAN THE STATION.
 NM0758'
 NM0758'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED UNIVERSITY 1935
 NM0758'NO. 3 1981 CEMENTED INTO A DRILL HOLE IN CONCRETE CURB AT THE
 NM0758'SOUTHWEST CORNER OF A DRIVE LEADING TO WEST ENTRANCE TO THE
 NM0758'ADMINISTRATION BUILDING.  LOCATED 7.0 METERS (23.0 FT) NORTH FROM THE
 NM0758'CENTER OF CLARK STREET, 3.5 METERS (11.5 FT) WEST FROM THE CENTER OF
 NM0758'CONCRETE DRIVE AND 0.3 FEET (9.1 CM) 0.08 METERS (0.26 FT) HIGHER THAN
 NM0758'THE STATION.
 NM0758
 NM0758                          STATION RECOVERY (1993)
 NM0758
 NM0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0758'IN VERMILLION, AT THE UNIVERSITY OF SOUTH DAKOTA, 19.8 M (65.0 FT)
 NM0758'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING,
 NM0758'17.4 M (57.1 FT) NORTH OF AND LEVEL WITH THE CENTER OF CLARK STREET,
 NM0758'6.1 M (20.0 FT) WEST OF THE WEST CURB OF A DRIVEWAY ALONG THE NORTH
 NM0758'SIDE OF THE BUILDING, 2.0 M (6.6 FT) NORTH OF THE NORTH EDGE OF A
 NM0758'SIDEWALK, AND THE MONUMENT IS RECESSED 0.15 M (0.49 FT) BELOW THE
 NM0758'GROUND SURFACE.
 NM0758
 NM0758                          STATION RECOVERY (2012)
 NM0758
 NM0758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0758'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1578 ***********************************************************************
 NM1578  DESIGNATION -  UNIVERSITY RM 1
 NM1578  PID         -  NM1578
 NM1578  STATE/COUNTY-  SD/CLAY
 NM1578  COUNTRY     -  US
 NM1578  USGS QUAD   -  VERMILLION (2017)
 NM1578
 NM1578                         *CURRENT SURVEY CONTROL
 NM1578  ______________________________________________________________________
 NM1578* NAD 83(1986) POSITION- 42 46 57.44   (N) 096 55 28.47   (W)   HD_HELD1
 NM1578* NAVD 88 ORTHO HEIGHT -   376.63  (meters)     1235.7   (feet) RESET
 NM1578  ______________________________________________________________________
 NM1578  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM1578  VERT ORDER      -  THIRD
 NM1578
 NM1578.The horizontal coordinates were determined by differentially corrected
 NM1578.hand held GPS observations or other comparable positioning techniques
 NM1578.and have an estimated accuracy of +/- 3 meters.
 NM1578
 NM1578.The orthometric height was computed from unverified reset data.
 NM1578
 NM1578.No vertical observational check was made to the station.
 NM1578
 NM1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1578.GEOID18 height accuracy estimate available here.
 NM1578
 NM1578.Click photographs - Photos may exist for this station.
 NM1578
 NM1578;                    North         East    Units  Estimated Accuracy
 NM1578;SPC SD S     -    55,636.0     878,856.4     MT  (+/- 3 meters HH1 GPS) 
 NM1578
 NM1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6976238764(NAD 83)
 NM1578
 NM1578                          SUPERSEDED SURVEY CONTROL
 NM1578
 NM1578  NGVD 29 (04/17/07)  376.42   (m)         1235.0    (f) RESET       3  
 NM1578
 NM1578.Superseded values are not recommended for survey control.
 NM1578
 NM1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1578.See file dsdata.pdf to determine how the superseded data were derived.
 NM1578
 NM1578_MARKER: DR = REFERENCE MARK DISK
 NM1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1578_STAMPING: UNIVERSITY NO 1 1935
 NM1578_MARK LOGO: CGS
 NM1578_PROJECTION: RECESSED 5 CENTIMETERS
 NM1578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1578+STABILITY: SURFACE MOTION
 NM1578
 NM1578  HISTORY     - Date     Condition        Report By
 NM1578  HISTORY     - 1935     MONUMENTED       CGS
 NM1578  HISTORY     - 19810922 GOOD             NGS
 NM1578
 NM1578                          STATION DESCRIPTION
 NM1578
 NM1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1578'IN VERMILLION.
 NM1578'IN VERMILLION, ON THE UNIVERSITY OF SOUTH DAKOTA CAMPUS, NEAR THE
 NM1578'ADMINISTRATION BUILDING, 31.7 METERS (104.0 FEET) SOUTHEAST OF THE
 NM1578'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 26.1 METERS
 NM1578'(85.6 FEET) EAST OF THE EAST CURB OF A CONCRETE DRIVE, 4.4 METERS
 NM1578'(14.4 FEET) NORTH OF THE NORTH CURB OF CLARK STREET, AND 2.1 METERS
 NM1578'(6.9 FEET) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 NM1578'THE MARK IS 0.3 FT BELOW SIDEWALK.
 NM1578
 NM1578                          STATION RECOVERY (1981)
 NM1578
 NM1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 NM1578'AT VERMILLION ON THE UNIVERSITY OF SOUTH DAKOTA CAMPUS, NEAR THE
 NM1578'ADMINISTRTATION BUILDING, 31.7 M (104.0 FT) SOUTHEAST OF THE SOUTHWEST
 NM1578'CORNER OF THE ADMINISTRATION BUILDING, 26.1 M (85.6 FT) EAST OF THE
 NM1578'EAST CURB OF A CONCRETE DRIVE, 4.4 M (14.4 FT) NORTH OF TEH NORTH CURB
 NM1578'OF CLARK STREET, AND 2.1 M (6.9 FT) NORTH OF THE NORTH EDGE OF A
 NM1578'SIDEWALK.  A DISK SET INTO THE TOP OF A CONCRETE POST RECESSED 5 CM,
 NM1578'0.1 BELOW THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1579 ***********************************************************************
 NM1579  DESIGNATION -  UNIVERSITY RM 3
 NM1579  PID         -  NM1579
 NM1579  STATE/COUNTY-  SD/CLAY
 NM1579  COUNTRY     -  US
 NM1579  USGS QUAD   -  VERMILLION (2017)
 NM1579
 NM1579                         *CURRENT SURVEY CONTROL
 NM1579  ______________________________________________________________________
 NM1579* NAD 83(1986) POSITION- 42 46 57.29   (N) 096 55 29.88   (W)   HD_HELD1
 NM1579* NAVD 88 ORTHO HEIGHT -   376.37  (meters)     1234.8   (feet) RESET
 NM1579  ______________________________________________________________________
 NM1579  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 NM1579  VERT ORDER      -  THIRD
 NM1579
 NM1579.The horizontal coordinates were determined by differentially corrected
 NM1579.hand held GPS observations or other comparable positioning techniques
 NM1579.and have an estimated accuracy of +/- 3 meters.
 NM1579
 NM1579.The orthometric height was computed from unverified reset data.
 NM1579
 NM1579.No vertical observational check was made to the station.
 NM1579
 NM1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1579.GEOID18 height accuracy estimate available here.
 NM1579
 NM1579.Click photographs - Photos may exist for this station.
 NM1579
 NM1579;                    North         East    Units  Estimated Accuracy
 NM1579;SPC SD S     -    55,630.1     878,824.6     MT  (+/- 3 meters HH1 GPS) 
 NM1579
 NM1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6973038759(NAD 83)
 NM1579
 NM1579                          SUPERSEDED SURVEY CONTROL
 NM1579
 NM1579  NGVD 29 (04/17/07)  376.16   (m)         1234.1    (f) RESET       3  
 NM1579
 NM1579.Superseded values are not recommended for survey control.
 NM1579
 NM1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1579.See file dsdata.pdf to determine how the superseded data were derived.
 NM1579
 NM1579_MARKER: DR = REFERENCE MARK DISK
 NM1579_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1579_SP_SET: CURB
 NM1579_STAMPING: UNIVERSITY 1935 NO 3 1981
 NM1579_MARK LOGO: NGS
 NM1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1579
 NM1579  HISTORY     - Date     Condition        Report By
 NM1579  HISTORY     - 1981     MONUMENTED       NGS
 NM1579
 NM1579                          STATION DESCRIPTION
 NM1579
 NM1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 NM1579'IN VERMILLION.
 NM1579'IN VERMILLION, ON THE UNIVERSITY OF SOUTH DAKOTA CAMPUS NEAR THE
 NM1579'ADMINISTRATION BUILDING, 7.0 METERS (23.0 FEET) NORTH OF THE CENTER
 NM1579'OF CLARK STREET, AND 3.5 METERS (11.5 FEET) WEST OF THE CENTER OF
 NM1579'A CONCRETE DRIVE WHICH LEADS TO THE WEST DOOR OF THE ADMINISTRATION
 NM1579'BUILDING, IN THE NORTH CURB OF CLARK STREET.
 NM1579'THE MARK IS 0.5 FT ABOVE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0789 ***********************************************************************
 OT0789  DESIGNATION -  UNSTAMPED
 OT0789  PID         -  OT0789
 OT0789  STATE/COUNTY-  SD/PENNINGTON
 OT0789  COUNTRY     -  US
 OT0789  USGS QUAD   -  ROCKERVILLE (2017)
 OT0789
 OT0789                         *CURRENT SURVEY CONTROL
 OT0789  ______________________________________________________________________
 OT0789* NAD 83(1996) POSITION- 43 58 24.25830(N) 103 18 50.45147(W)   ADJUSTED
 OT0789* NAVD 88 ORTHO HEIGHT -  1321.    (meters)     4334.    (feet) SCALED
 OT0789  ______________________________________________________________________
 OT0789  GEOID HEIGHT    -        -15.248 (meters)                     GEOID18
 OT0789  LAPLACE CORR    -        -17.27  (seconds)                    DEFLEC18
 OT0789  HORZ ORDER      -  SECOND
 OT0789
 OT0789.The horizontal coordinates were established by classical geodetic methods
 OT0789.and adjusted by the National Geodetic Survey in January 1998.
 OT0789
 OT0789.The orthometric height was scaled from a topographic map.
 OT0789
 OT0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0789.GEOID18 height accuracy estimate available here.
 OT0789
 OT0789.Click photographs - Photos may exist for this station.
 OT0789
 OT0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0789
 OT0789. The following values were computed from the NAD 83(1996) position.
 OT0789
 OT0789;                    North         East     Units Scale Factor Converg.
 OT0789;SPC SD S     -   186,491.103   360,893.189   MT  0.99992604   -2 03 22.4
 OT0789;SPC SD S     -   611,846.23  1,184,030.40   sFT  0.99992604   -2 03 22.4
 OT0789;UTM  13      - 4,870,300.704   635,233.501   MT  0.99982493   +1 10 14.9
 OT0789
 OT0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0789!SPC SD S     -   0.99979536  x   0.99992604  =   0.99972142
 OT0789!UTM  13      -   0.99979536  x   0.99982493  =   0.99962033
 OT0789
 OT0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3523370300(NAD 83)
 OT0789
 OT0789                          SUPERSEDED SURVEY CONTROL
 OT0789
 OT0789  NAD 83(1995)-  43 58 24.24938(N)    103 18 50.45377(W) AD(       ) 2
 OT0789  NAD 83(1993)-  43 58 24.24994(N)    103 18 50.45470(W) AD(       ) 2
 OT0789  NAD 83(1986)-  43 58 24.25127(N)    103 18 50.45695(W) AD(       ) 2
 OT0789  NAD 27      -  43 58 24.30300(N)    103 18 48.78600(W) AD(       ) 2
 OT0789
 OT0789.Superseded values are not recommended for survey control.
 OT0789
 OT0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0789.See file dsdata.pdf to determine how the superseded data were derived.
 OT0789
 OT0789_MARKER: P = PIPE CAP
 OT0789_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0789_STAMPING: DW 4329
 OT0789_MARK LOGO: USGS
 OT0789_MAGNETIC: P = MARKER IS A STEEL PIPE
 OT0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0789
 OT0789  HISTORY     - Date     Condition        Report By
 OT0789  HISTORY     - 1900     MONUMENTED       USGS
 OT0789  HISTORY     - 19950503 MARK NOT FOUND   NGS
 OT0789
 OT0789                          STATION DESCRIPTION
 OT0789
 OT0789'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 OT0789'TO REACH STATION POST FROM THE POST OFFICE IN RAPID CITY,
 OT0789'GO SOUTHWESTERLY ON U.S. HIGHWAY NO. 16 FOR 10.5 MILES TO THE
 OT0789'STATION ON THE RIGHT AS DESCRIBED.
 OT0789'
 OT0789'BENCH MARK (UNSTAMPED) (USGS) IS 49 FEET NORTHEAST OF A
 OT0789'POWER LINE POLE, AND 36 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 OT0789'NO. 16.  IT PROJECTS 8 INCHES.  THE DESIGNATION OF THE MARK
 OT0789'IS NOT STAMPED ON THE DISK, HOWEVER THE ELEVATION 4329 FEET
 OT0789'AND DW ARE STAMPED AFTER THE CAST LETTERS DATUM.  IT IS A
 OT0789'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK FASTENED TO
 OT0789'THE TOP OF A 3-INCH IRON PIPE.
 OT0789
 OT0789                          STATION RECOVERY (1995)
 OT0789
 OT0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0789'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0635 ***********************************************************************
 PT0635  DESIGNATION -  UPPER
 PT0635  PID         -  PT0635
 PT0635  STATE/COUNTY-  SD/HAAKON
 PT0635  COUNTRY     -  US
 PT0635  USGS QUAD   -  HILLAND NW (2017)
 PT0635
 PT0635                         *CURRENT SURVEY CONTROL
 PT0635  ______________________________________________________________________
 PT0635* NAD 83(1996) POSITION- 44 28 57.74706(N) 101 58 33.40797(W)   ADJUSTED
 PT0635* NAVD 88 ORTHO HEIGHT -   716.942 (meters)     2352.17  (feet) ADJUSTED
 PT0635  ______________________________________________________________________
 PT0635  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 PT0635  LAPLACE CORR    -         -7.36  (seconds)                    DEFLEC18
 PT0635  DYNAMIC HEIGHT  -        716.769 (meters)     2351.60  (feet) COMP
 PT0635  MODELED GRAVITY -    980,352.2   (mgal)                       NAVD 88
 PT0635
 PT0635  HORZ ORDER      -  SECOND
 PT0635  VERT ORDER      -  SECOND    CLASS 0
 PT0635
 PT0635.The horizontal coordinates were established by classical geodetic methods
 PT0635.and adjusted by the National Geodetic Survey in January 1998.
 PT0635
 PT0635.The orthometric height was determined by differential leveling and
 PT0635.adjusted by the NATIONAL GEODETIC SURVEY
 PT0635.in June 1991.
 PT0635
 PT0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0635.GEOID18 height accuracy estimate available here.
 PT0635
 PT0635.Click photographs - Photos may exist for this station.
 PT0635
 PT0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0635
 PT0635.The dynamic height is computed by dividing the NAVD 88
 PT0635.geopotential number by the normal gravity value computed on the
 PT0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0635.degrees latitude (g = 980.6199 gals.).
 PT0635
 PT0635.The modeled gravity was interpolated from observed gravity values.
 PT0635
 PT0635. The following values were computed from the NAD 83(1996) position.
 PT0635
 PT0635;                    North         East     Units Scale Factor Converg.
 PT0635;SPC SD S     -   240,082.427   469,330.875   MT  1.00002081   -1 07 59.4
 PT0635;SPC SD S     -   787,670.43  1,539,796.38   sFT  1.00002081   -1 07 59.4
 PT0635;UTM  14      - 4,929,796.728   263,346.956   MT  1.00028879   -2 05 10.3
 PT0635;UTM  13      - 4,929,937.212   740,478.648   MT  1.00031124   +2 07 11.8
 PT0635
 PT0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0635!SPC SD S     -   0.99989075  x   1.00002081  =   0.99991156
 PT0635!UTM  14      -   0.99989075  x   1.00028879  =   1.00017951
 PT0635!UTM  13      -   0.99989075  x   1.00031124  =   1.00020195
 PT0635
 PT0635:                Primary Azimuth Mark                     Grid Az
 PT0635:SPC SD S     -  Q 126                                    169 13 22.4
 PT0635:UTM  14      -  Q 126                                    170 10 33.3
 PT0635:UTM  13      -  Q 126                                    165 58 11.2
 PT0635
 PT0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6334629796(NAD 83)
 PT0635
 PT0635|---------------------------------------------------------------------|
 PT0635| PID    Reference Object                     Distance      Geod. Az  |
 PT0635|                                                           dddmmss.s |
 PT0635| PT0634 UPPER RM 1                           17.093 METERS 07147     |
 PT0635| PT0636 Q 126                                              1680523.0 |
 PT0635| PT0633 UPPER RM 2                           16.273 METERS 33616     |
 PT0635|---------------------------------------------------------------------|
 PT0635
 PT0635                          SUPERSEDED SURVEY CONTROL
 PT0635
 PT0635  NAD 83(1986)-  44 28 57.73927(N)    101 58 33.40950(W) AD(       ) 2
 PT0635  NAD 27      -  44 28 57.79100(N)    101 58 31.85700(W) AD(       ) 2
 PT0635  NGVD 29 (??/??/92)  716.489  (m)         2350.68   (f) ADJ UNCH    2 0
 PT0635  NGVD 29             716.49   (m)         2350.7    (f) LEVELING    3  
 PT0635
 PT0635.Superseded values are not recommended for survey control.
 PT0635
 PT0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0635.See file dsdata.pdf to determine how the superseded data were derived.
 PT0635
 PT0635_MARKER: DS = TRIANGULATION STATION DISK
 PT0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0635_STAMPING: UPPER 1950
 PT0635_MARK LOGO: CGS
 PT0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0635+STABILITY: SURFACE MOTION
 PT0635
 PT0635  HISTORY     - Date     Condition        Report By
 PT0635  HISTORY     - 1950     MONUMENTED       CGS
 PT0635  HISTORY     - 1962     GOOD             CGS
 PT0635  HISTORY     - 1974     MARK NOT FOUND   USGS
 PT0635
 PT0635                          STATION DESCRIPTION
 PT0635
 PT0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT0635'STATION IS ABOUT 10 MILES SOUTHEAST OF HOWES POST OFFICE, AND
 PT0635'ABOUT 3 MILES SOUTH OF THE CHEYENNE RIVER, ON THE RIGHT-OF-WAY
 PT0635'OF STATE HIGHWAY 73.  IT IS 62 FEET EAST OF THE CENTER OF
 PT0635'THE HIGHWAY, 25 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND
 PT0635'14 FEET NORTHWEST OF A SIGN BEARING THE LEGEND BIG STONE RANCH.
 PT0635'
 PT0635'TO REACH THE STATION FROM THE SOUTH END OF THE STEEL BRIDGE
 PT0635'SPANNING THE CHEYENNE RIVER, GO SOUTH ON HIGHWAY 73 FOR 3.1
 PT0635'MILES TO THE STATION ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY
 PT0635'FOR 0.4 MILE TO THE BENCH MARK ON THE RIGHT.
 PT0635'
 PT0635'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED UPPER 1950.
 PT0635'
 PT0635'REFERENCE MARK NO. 1 IS 117 FEET EAST OF THE CENTER OF THE
 PT0635'HIGHWAY AND 25 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 PT0635'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED UPPER NO
 PT0635'1 1R50.
 PT0635'
 PT0635'REFERENCE MARK NO. 2 IS 53 FEET EAST OF THE CENTER OF THE
 PT0635'HIGHWAY AND 29 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 PT0635'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED UPPER
 PT0635'NO 2 1950.
 PT0635'
 PT0635'BENCH MARK Q 126 IS 60 FEET WEST OF THE CENTER OF THE HIGHWAY,
 PT0635'AND 11 FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD
 PT0635'UNITED STATES COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 PT0635'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 PT0635'INCHES.  THE DISK IS STAMPED Q 126 1934.
 PT0635'
 PT0635'ALL MARKS EXCEPT THE BENCH MARK ARE STANDARD DISKS SET IN
 PT0635'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 PT0635
 PT0635                          STATION RECOVERY (1962)
 PT0635
 PT0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0635'11.6 MI SE FROM HOWES.
 PT0635'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0635'OFFICE AT HOWES, THENCE 0.45 MILES NORTHEAST ALONG STATE HIGHWAY
 PT0635'34 AND 73, THENCE 11.05 MILES SOUTHEAST ALONG A GRAVEL ROAD
 PT0635'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 63 FEET NORTHEAST OF THE
 PT0635'CENTERLINE OF THE ROAD, 21 FEET SOUTHEAST OF THE CENTERLINE OF
 PT0635'A TRAIL ROAD, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 PT0635'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0635'PROJECTING ABOUT 2 INCHES.
 PT0635
 PT0635                          STATION RECOVERY (1974)
 PT0635
 PT0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 PT0635'NOT FOUND, ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0634 ***********************************************************************
 PT0634  DESIGNATION -  UPPER RM 1
 PT0634  PID         -  PT0634
 PT0634  STATE/COUNTY-  SD/HAAKON
 PT0634  COUNTRY     -  US
 PT0634  USGS QUAD   -  HILLAND NW (2017)
 PT0634
 PT0634                         *CURRENT SURVEY CONTROL
 PT0634  ______________________________________________________________________
 PT0634* NAD 83(1986) POSITION- 44 28 57.92   (N) 101 58 32.67   (W)   HD_HELD1
 PT0634* NAVD 88 ORTHO HEIGHT -   717.041 (meters)     2352.49  (feet) ADJUSTED
 PT0634  ______________________________________________________________________
 PT0634  GEOID HEIGHT    -        -20.095 (meters)                     GEOID18
 PT0634  DYNAMIC HEIGHT  -        716.868 (meters)     2351.92  (feet) COMP
 PT0634  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 PT0634
 PT0634  VERT ORDER      -  SECOND    CLASS 0
 PT0634
 PT0634.The horizontal coordinates were determined by differentially corrected
 PT0634.hand held GPS observations or other comparable positioning techniques
 PT0634.and have an estimated accuracy of +/- 3 meters.
 PT0634
 PT0634.The orthometric height was determined by differential leveling and
 PT0634.adjusted by the NATIONAL GEODETIC SURVEY
 PT0634.in June 1991.
 PT0634
 PT0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0634.GEOID18 height accuracy estimate available here.
 PT0634
 PT0634.Click photographs - Photos may exist for this station.
 PT0634
 PT0634.The dynamic height is computed by dividing the NAVD 88
 PT0634.geopotential number by the normal gravity value computed on the
 PT0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0634.degrees latitude (g = 980.6199 gals.).
 PT0634
 PT0634.The modeled gravity was interpolated from observed gravity values.
 PT0634
 PT0634;                    North         East    Units  Estimated Accuracy
 PT0634;SPC SD S     -   240,087.4     469,347.3     MT  (+/- 3 meters HH1 GPS) 
 PT0634
 PT0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6336329801(NAD 83)
 PT0634
 PT0634                          SUPERSEDED SURVEY CONTROL
 PT0634
 PT0634  NGVD 29 (??/??/92)  716.588  (m)         2351.01   (f) ADJ UNCH    2 0
 PT0634
 PT0634.Superseded values are not recommended for survey control.
 PT0634
 PT0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0634.See file dsdata.pdf to determine how the superseded data were derived.
 PT0634
 PT0634_MARKER: DR = REFERENCE MARK DISK
 PT0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0634_STAMPING: UPPER NO 1 1950
 PT0634_MARK LOGO: CGS
 PT0634_PROJECTION: PROJECTING 3 CENTIMETERS
 PT0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0634+STABILITY: SURFACE MOTION
 PT0634
 PT0634  HISTORY     - Date     Condition        Report By
 PT0634  HISTORY     - 1950     MONUMENTED       CGS
 PT0634  HISTORY     - 1962     GOOD             CGS
 PT0634
 PT0634                          STATION DESCRIPTION
 PT0634
 PT0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0634'11.6 MI SE FROM HOWES.
 PT0634'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0634'OFFICE AT HOWES, THENCE 0.45 MILES NORTHEAST ALONG STATE HIGHWAY
 PT0634'34 AND 73, THENCE 11.05 MILES SOUTHEAST ALONG A GRAVEL ROAD
 PT0634'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 129 FEET NORTHEAST OF THE
 PT0634'CENTERLINE OF THE ROAD, 66.1 FEET EAST-NORTHEAST OF UPPER 1950,
 PT0634'15 FEET SOUTHEAST OF THE CENTERLINE OF A TRAIL ROAD, ABOUT LEVEL
 PT0634'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0634'ABOUT 1-INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0633 ***********************************************************************
 PT0633  DESIGNATION -  UPPER RM 2
 PT0633  PID         -  PT0633
 PT0633  STATE/COUNTY-  SD/HAAKON
 PT0633  COUNTRY     -  US
 PT0633  USGS QUAD   -  HILLAND NW (2017)
 PT0633
 PT0633                         *CURRENT SURVEY CONTROL
 PT0633  ______________________________________________________________________
 PT0633* NAD 83(1986) POSITION- 44 28 58.23   (N) 101 58 33.70   (W)   HD_HELD1
 PT0633* NAVD 88 ORTHO HEIGHT -   716.887 (meters)     2351.99  (feet) ADJUSTED
 PT0633  ______________________________________________________________________
 PT0633  GEOID HEIGHT    -        -20.094 (meters)                     GEOID18
 PT0633  DYNAMIC HEIGHT  -        716.714 (meters)     2351.42  (feet) COMP
 PT0633  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 PT0633
 PT0633  VERT ORDER      -  SECOND    CLASS 0
 PT0633
 PT0633.The horizontal coordinates were determined by differentially corrected
 PT0633.hand held GPS observations or other comparable positioning techniques
 PT0633.and have an estimated accuracy of +/- 3 meters.
 PT0633
 PT0633.The orthometric height was determined by differential leveling and
 PT0633.adjusted by the NATIONAL GEODETIC SURVEY
 PT0633.in June 1991.
 PT0633
 PT0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0633.GEOID18 height accuracy estimate available here.
 PT0633
 PT0633.Click photographs - Photos may exist for this station.
 PT0633
 PT0633.The dynamic height is computed by dividing the NAVD 88
 PT0633.geopotential number by the normal gravity value computed on the
 PT0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0633.degrees latitude (g = 980.6199 gals.).
 PT0633
 PT0633.The modeled gravity was interpolated from observed gravity values.
 PT0633
 PT0633;                    North         East    Units  Estimated Accuracy
 PT0633;SPC SD S     -   240,097.5     469,324.7     MT  (+/- 3 meters HH1 GPS) 
 PT0633
 PT0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6334129811(NAD 83)
 PT0633
 PT0633                          SUPERSEDED SURVEY CONTROL
 PT0633
 PT0633  NGVD 29 (??/??/92)  716.434  (m)         2350.50   (f) ADJ UNCH    2 0
 PT0633
 PT0633.Superseded values are not recommended for survey control.
 PT0633
 PT0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0633.See file dsdata.pdf to determine how the superseded data were derived.
 PT0633
 PT0633_MARKER: DR = REFERENCE MARK DISK
 PT0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0633_STAMPING: UPPER NO 2 1950
 PT0633_MARK LOGO: CGS
 PT0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0633+STABILITY: SURFACE MOTION
 PT0633
 PT0633  HISTORY     - Date     Condition        Report By
 PT0633  HISTORY     - 1950     MONUMENTED       CGS
 PT0633  HISTORY     - 1962     GOOD             CGS
 PT0633
 PT0633                          STATION DESCRIPTION
 PT0633
 PT0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0633'11.6 MI SE FROM HOWES.
 PT0633'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0633'OFFICE AT HOWES, THENCE 0.45 MILES NORTHEAST ALONG STATE HIGHWAY
 PT0633'34 AND 73, THENCE 11.05 MILES SOUTHEAST ALONG A GRAVEL ROAD
 PT0633'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 55 FEET NORTHEAST OF THE
 PT0633'CENTERLINE OF THE ROAD, 53.3 FEET NORTHWEST OF UPPER 1950, 31
 PT0633'FEET NORTHWEST OF THE CENTERLINE OF A TRAIL ROAD, ABOUT LEVEL WITH
 PT0633'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 DG5944 ***********************************************************************
 DG5944  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5944  DESIGNATION -  USFS CUSTER CORS ARP
 DG5944  CORS_ID     -  SDCU
 DG5944  PID         -  DG5944
 DG5944  STATE/COUNTY-  SD/CUSTER
 DG5944  COUNTRY     -  US
 DG5944  USGS QUAD   -  CUSTER (2017)
 DG5944
 DG5944                         *CURRENT SURVEY CONTROL
 DG5944  ______________________________________________________________________
 DG5944* NAD 83(2011) POSITION- 43 46 29.85003(N) 103 36 44.07733(W)   ADJUSTED
 DG5944* NAD 83(2011) ELLIP HT-  1687.794 (meters)        (04/??/25)   ADJUSTED
 DG5944* NAD 83(2011) EPOCH   -  2010.00
 DG5944  ______________________________________________________________________
 DG5944  GEOID HEIGHT    -        -13.664 (meters)                     GEOID18
 DG5944  NAD 83(2011) X  - -1,085,910.888 (meters)                     COMP
 DG5944  NAD 83(2011) Y  - -4,484,424.478 (meters)                     COMP
 DG5944  NAD 83(2011) Z  -  4,391,238.558 (meters)                     COMP
 DG5944
 DG5944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5944  Standards:
 DG5944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5944  -------------------------------------------------------------------
 DG5944  NETWORK    0.72   1.33           0.34   0.20   0.68     -0.26253300
 DG5944  -------------------------------------------------------------------
 DG5944
 DG5944.The coordinates were established by GPS observations
 DG5944.and adjusted by the National Geodetic Survey in April 2025.
 DG5944
 DG5944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5944.been affixed to the stable North American Tectonic Plate. 
 DG5944
 DG5944.The coordinates are valid at the epoch date displayed above
 DG5944.which is a decimal equivalence of Year/Month/Day.
 DG5944
 DG5944.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG5944.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG5944.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG5944.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG5944.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG5944.published epoch of 2010.00.
 DG5944
 DG5944.Additional information on MYCS is available at:
 DG5944.https://geodesy.noaa.gov/CORS/index.shtml
 DG5944
 DG5944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5944.GEOID18 height accuracy estimate available here.
 DG5944
 DG5944.The PID for the CORS L1 Phase Center is DG5945.
 DG5944
 DG5944.Click photographs - Photos may exist for this station.
 DG5944
 DG5944.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5944
 DG5944.The ellipsoidal height was determined by GPS observations
 DG5944.and is referenced to NAD 83.
 DG5944
 DG5944. The following values were computed from the NAD 83(2011) position.
 DG5944
 DG5944;                    North         East     Units Scale Factor Converg.
 DG5944;SPC SD S     -   165,362.232   336,111.249   MT  0.99991059   -2 15 43.1
 DG5944;SPC SD S     -   542,525.92  1,102,724.99   sFT  0.99991059   -2 15 43.1
 DG5944;UTM  13      - 4,847,814.261   611,682.294   MT  0.99975341   +0 57 36.7
 DG5944
 DG5944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5944!SPC SD S     -   0.99973541  x   0.99991059  =   0.99964602
 DG5944!UTM  13      -   0.99973541  x   0.99975341  =   0.99948888
 DG5944
 DG5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1168247814(NAD 83)
 DG5944
 DG5944                          SUPERSEDED SURVEY CONTROL
 DG5944
 DG5944  NAD 83(2011)-  43 46 29.85035(N)    103 36 44.07745(W) AD(2010.00) c
 DG5944  ELLIP H (06/??/19) 1687.798  (m)                       GP(2010.00) c c
 DG5944  NAD 83(2011)-  43 46 29.85031(N)    103 36 44.07727(W) AD(2010.00) c
 DG5944  NAD 83(2011)-  43 46 29.85036(N)    103 36 44.07745(W) AD(2010.00) c
 DG5944  ELLIP H (08/??/11) 1687.792  (m)                       GP(2010.00) c c
 DG5944  NAD 83(2007)-  43 46 29.85020(N)    103 36 44.07806(W) AD(2002.00) c
 DG5944  NAD 83(CORS)-  43 46 29.85020(N)    103 36 44.07806(W) AD(2002.00) c
 DG5944  ELLIP H (06/??/04) 1687.784  (m)                       GP(2002.00) c c
 DG5944
 DG5944.Superseded values are not recommended for survey control.
 DG5944
 DG5944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5944.See file dsdata.pdf to determine how the superseded data were derived.
 DG5944
 DG5944_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5944
 DG5944                          STATION DESCRIPTION
 DG5944
 DG5944'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG5944'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG5944'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG5944'AND LOG FILES ACCESSIBLE AT:
 DG5944'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0413 ***********************************************************************
 QT0413  DESIGNATION -  USTA
 QT0413  PID         -  QT0413
 QT0413  STATE/COUNTY-  SD/PERKINS
 QT0413  COUNTRY     -  US
 QT0413  USGS QUAD   -  FAITH NW (2017)
 QT0413
 QT0413                         *CURRENT SURVEY CONTROL
 QT0413  ______________________________________________________________________
 QT0413* NAD 83(1996) POSITION- 45 12 45.65619(N) 102 09 15.72255(W)   ADJUSTED
 QT0413* NAVD 88 ORTHO HEIGHT -   729.97  (+/-2cm)     2394.9   (feet) VERTCON3
 QT0413  ______________________________________________________________________
 QT0413  GEOID HEIGHT    -        -19.027 (meters)                     GEOID18
 QT0413  LAPLACE CORR    -         -5.56  (seconds)                    DEFLEC18
 QT0413  HORZ ORDER      -  SECOND
 QT0413  VERT ORDER      -  THIRD ? (See Below)
 QT0413
 QT0413.The horizontal coordinates were established by classical geodetic methods
 QT0413.and adjusted by the National Geodetic Survey in January 1998.
 QT0413
 QT0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0413
 QT0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0413.GEOID18 height accuracy estimate available here.
 QT0413
 QT0413.The vertical order pertains to the NGVD 29 superseded value.
 QT0413
 QT0413.Click photographs - Photos may exist for this station.
 QT0413
 QT0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0413
 QT0413. The following values were computed from the NAD 83(1996) position.
 QT0413
 QT0413;                    North         East     Units Scale Factor Converg.
 QT0413;SPC SD N     -   155,528.984   430,794.157   MT  0.99994307   -1 31 29.0
 QT0413;SPC SD N     -   510,264.68  1,413,363.83   sFT  0.99994307   -1 31 29.0
 QT0413;UTM  13      - 5,010,516.926   723,447.531   MT  1.00021395   +2 01 13.6
 QT0413
 QT0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0413!SPC SD N     -   0.99988855  x   0.99994307  =   0.99983162
 QT0413!UTM  13      -   0.99988855  x   1.00021395  =   1.00010247
 QT0413
 QT0413:                Primary Azimuth Mark                     Grid Az
 QT0413:SPC SD N     -  G 125                                    297 45 06.7
 QT0413:UTM  13      -  G 125                                    294 12 24.1
 QT0413
 QT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2344710516(NAD 83)
 QT0413
 QT0413|---------------------------------------------------------------------|
 QT0413| PID    Reference Object                     Distance      Geod. Az  |
 QT0413|                                                           dddmmss.s |
 QT0413| QT0414 USTA OFFSET                         294.516 METERS 00014     |
 QT0413| CQ8916 USTA RM 1                            11.049 METERS 08727     |
 QT0413| CQ8917 USTA RM 2                            11.350 METERS 27148     |
 QT0413| QT0057 G 125                                              2961337.7 |
 QT0413|---------------------------------------------------------------------|
 QT0413
 QT0413                          SUPERSEDED SURVEY CONTROL
 QT0413
 QT0413  NAD 83(1986)-  45 12 45.64752(N)    102 09 15.72088(W) AD(       ) 2
 QT0413  NAD 27      -  45 12 45.71600(N)    102 09 14.14700(W) AD(       ) 2
 QT0413  NGVD 29             729.54   (m)         2393.5    (f) LEVELING    3  
 QT0413
 QT0413.Superseded values are not recommended for survey control.
 QT0413
 QT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0413.See file dsdata.pdf to determine how the superseded data were derived.
 QT0413
 QT0413_MARKER: DS = TRIANGULATION STATION DISK
 QT0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0413_STAMPING: USTA 1951
 QT0413_MARK LOGO: CGS
 QT0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0413+STABILITY: SURFACE MOTION
 QT0413
 QT0413  HISTORY     - Date     Condition        Report By
 QT0413  HISTORY     - 1951     MONUMENTED       CGS
 QT0413  HISTORY     - 1966     GOOD             CGS
 QT0413
 QT0413                          STATION DESCRIPTION
 QT0413
 QT0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0413'THE STATION IS LOCATED ABOUT 13 MILES NORTH AND 5.75 MILES WEST
 QT0413'OF FAITH, ABOUT 1 MILE NORTHEAST OF THE BRIDGE ACROSS THE MOREAU
 QT0413'RIVER ON STATE HIGHWAY 73 NORTH OF FAITH, 0.5 MILE SOUTHEAST OF
 QT0413'THE USTA STORE, 42 FEET SOUTH OF THE CENTER OF A DIRT ROAD, AND
 QT0413'3 FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 QT0413'
 QT0413'TO REACH THE STATION FROM THE BRIDGE ACROSS THE MOREAU RIVER
 QT0413'MENTIONED ABOVE, GO NORTH ON THE HIGHWAY FOR 1.05 MILES TO A
 QT0413'FARM ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO
 QT0413'THE STATION ON THE RIGHT.  CONTINUE FOR 0.65 MILE TO TT 48 KW
 QT0413'(USGS) ON THE RIGHT.
 QT0413'
 QT0413'THE STATION MARK PROJECTS ABOUT 3 INCHES, AND THE DISK IS STAMPED
 QT0413'USTA 1951.
 QT0413'
 QT0413'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF THE FENCE.  THE MARK
 QT0413'PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED USTA NO 1 1951.
 QT0413'
 QT0413'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF THE FENCE.  THE MARK
 QT0413'PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED USTA NO 2
 QT0413'1951.
 QT0413'
 QT0413'BENCH MARK G 125 IS 0.15 MILE NORTH OF THE INTERSECTION OF THE
 QT0413'FARM ROAD MENTIONED ABOVE AND THE HIGHWAY, 25 FEET EAST OF THE
 QT0413'CENTER OF A SECTION LINE ROAD, AND 1 FOOT WEST OF A NORTH-SOUTH
 QT0413'FENCE.  THIS MARK WAS USED AS AN AZIMUTH MARK.  THE MARK PROJECTS
 QT0413'ABOUT 10 INCHES, AND THE DISK IS STAMPED G 125 1934.
 QT0413'
 QT0413'TT 48 KW (USGS) IS ABOUT 500 FEET WEST OF A FARM HOUSE, 50 FEET
 QT0413'SOUTH OF THE FARM ROAD, AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 QT0413'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 QT0413'THE TOP OF AN 8-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 QT0413'ABOUT 2 INCHES, AND THE DISK IS STAMPED 48 KW 1948.
 QT0413'
 QT0413'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 QT0413'OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK G 125 IS A STANDARD
 QT0413'BENCH MARK DISK SET IN THE TOP OF AN 8-INCH CONCRETE POST.
 QT0413'TT 48 KW (USGS) IS AS DESCRIBED.
 QT0413
 QT0413                          STATION RECOVERY (1966)
 QT0413
 QT0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 QT0413'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 QT0413'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 QT0413'
 QT0413'THE ORIGINAL 1951 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 QT0413'
 QT0413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13.5 MILES
 QT0413'NORTH AND 5.7 MILES WEST OF FAITH, 0.3 MILE EAST OF STATE HIGHWAY
 QT0413'73 AND 0.5 MILE SOUTHEAST OF THE USTA STORE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1881 ***********************************************************************
 NM1881  DESIGNATION -  UTICA MUNICIPAL TANK
 NM1881  PID         -  NM1881
 NM1881  STATE/COUNTY-  SD/YANKTON
 NM1881  COUNTRY     -  US
 NM1881  USGS QUAD   -  TABOR NE (2017)
 NM1881
 NM1881                         *CURRENT SURVEY CONTROL
 NM1881  ______________________________________________________________________
 NM1881* NAD 83(1996) POSITION- 42 58 50.88413(N) 097 30 01.04262(W)   ADJUSTED
 NM1881  ______________________________________________________________________
 NM1881  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 NM1881  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 NM1881  HORZ ORDER      -  THIRD
 NM1881
 NM1881.The horizontal coordinates were established by classical geodetic methods
 NM1881.and adjusted by the National Geodetic Survey in January 1998.
 NM1881
 NM1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1881.GEOID18 height accuracy estimate available here.
 NM1881
 NM1881.Click photographs - Photos may exist for this station.
 NM1881
 NM1881.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1881
 NM1881. The following values were computed from the NAD 83(1996) position.
 NM1881
 NM1881;                    North         East     Units Scale Factor Converg.
 NM1881;SPC SD S     -    75,868.984   831,028.916   MT  0.99996835   +1 57 15.8
 NM1881;SPC SD S     -   248,913.49  2,726,467.37   sFT  0.99996835   +1 57 15.8
 NM1881;UTM  14      - 4,759,773.943   622,277.982   MT  0.99978394   +1 01 21.2
 NM1881
 NM1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2227759773(NAD 83)
 NM1881
 NM1881                          SUPERSEDED SURVEY CONTROL
 NM1881
 NM1881  NAD 83(1995)-  42 58 50.88420(N)    097 30 01.04252(W) AD(       ) 3
 NM1881  NAD 83(1986)-  42 58 50.89220(N)    097 30 01.03605(W) AD(       ) 3
 NM1881  NAD 27      -  42 58 50.93000(N)    097 29 59.80000(W) AD(       ) 3
 NM1881
 NM1881.Superseded values are not recommended for survey control.
 NM1881
 NM1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1881.See file dsdata.pdf to determine how the superseded data were derived.
 NM1881
 NM1881_MARKER: 53 = ELEVATED TANK
 NM1881
 NM1881  HISTORY     - Date     Condition        Report By
 NM1881  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1881
 NM1881                          STATION DESCRIPTION
 NM1881
 NM1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1881'STATION IS LOCATED IN THE SMALL TOWN OF UTICA ABOUT 1/4
 NM1881'MILE WEST OF THE DEPOT AND 75 FEET SOUTH OF AN EAST-WEST
 NM1881'ROAD.
 NM1881'
 NM1881'THE TANK IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 35 FEET
 NM1881'SQUARE AT THE BASE AND ABOUT 125 FEET HIGH.  THE TANK IS
 NM1881'PAINTED SILVER AND THE LEGS ARE PAINTED BLACK.  THE NAME
 NM1881'UTICA IS PAINTED ON THE TANK IN BLACK LETTERS.
 NM1881'
 NM1881'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 NM1881'
 NM1881'TO REACH THE STATION FROM THE DEPOT IN UTICA, GO WEST 0.2
 NM1881'MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0736 ***********************************************************************
 OS0736  DESIGNATION -  UTTER
 OS0736  PID         -  OS0736
 OS0736  STATE/COUNTY-  SD/MELLETTE
 OS0736  COUNTRY     -  US
 OS0736  USGS QUAD   -  CEDAR BUTTE NW (2017)
 OS0736
 OS0736                         *CURRENT SURVEY CONTROL
 OS0736  ______________________________________________________________________
 OS0736* NAD 83(1996) POSITION- 43 44 30.04994(N) 101 08 47.90778(W)   ADJUSTED
 OS0736* NAVD 88 ORTHO HEIGHT -   772.    (meters)     2533.    (feet) SCALED
 OS0736  ______________________________________________________________________
 OS0736  GEOID HEIGHT    -        -22.895 (meters)                     GEOID18
 OS0736  LAPLACE CORR    -         -8.82  (seconds)                    DEFLEC18
 OS0736  HORZ ORDER      -  FIRST
 OS0736
 OS0736.The horizontal coordinates were established by classical geodetic methods
 OS0736.and adjusted by the National Geodetic Survey in January 1998.
 OS0736
 OS0736.The orthometric height was scaled from a topographic map.
 OS0736
 OS0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0736.GEOID18 height accuracy estimate available here.
 OS0736
 OS0736.Click photographs - Photos may exist for this station.
 OS0736
 OS0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0736
 OS0736. The following values were computed from the NAD 83(1996) position.
 OS0736
 OS0736;                    North         East     Units Scale Factor Converg.
 OS0736;SPC SD S     -   156,776.223   534,492.326   MT  0.99990918   -0 33 39.8
 OS0736;SPC SD S     -   514,356.66  1,753,580.24   sFT  0.99990918   -0 33 39.8
 OS0736;UTM  14      - 4,845,421.857   327,148.172   MT  0.99996750   -1 29 04.5
 OS0736
 OS0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0736!SPC SD S     -   0.99988247  x   0.99990918  =   0.99979166
 OS0736!UTM  14      -   0.99988247  x   0.99996750  =   0.99984998
 OS0736
 OS0736:                Primary Azimuth Mark                     Grid Az
 OS0736:SPC SD S     -  UTTER AZ MK                              037 41 15.1
 OS0736:UTM  14      -  UTTER AZ MK                              038 36 39.8
 OS0736
 OS0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2714845421(NAD 83)
 OS0736
 OS0736|---------------------------------------------------------------------|
 OS0736| PID    Reference Object                     Distance      Geod. Az  |
 OS0736|                                                           dddmmss.s |
 OS0736| CQ4303 UTTER AZ MK                                        0370735.3 |
 OS0736| CQ4304 UTTER RM 1                           11.817 METERS 03906     |
 OS0736| CQ4305 UTTER RM 2                           19.681 METERS 12831     |
 OS0736| OS0770 KADOKA MUNICIPAL TANK               APPROX.31.0 KM 2893009.4 |
 OS0736| OS0742 BELVIDERE MUNICIPAL TANK            APPROX.14.1 KM 3150335.0 |
 OS0736|---------------------------------------------------------------------|
 OS0736
 OS0736                          SUPERSEDED SURVEY CONTROL
 OS0736
 OS0736  NAD 83(1995)-  43 44 30.04376(N)    101 08 47.91262(W) AD(       ) 1
 OS0736  NAD 83(1986)-  43 44 30.04425(N)    101 08 47.91314(W) AD(       ) 1
 OS0736  NAD 27      -  43 44 30.06100(N)    101 08 46.39930(W) AD(       ) 1
 OS0736
 OS0736.Superseded values are not recommended for survey control.
 OS0736
 OS0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0736.See file dsdata.pdf to determine how the superseded data were derived.
 OS0736
 OS0736_MARKER: DS = TRIANGULATION STATION DISK
 OS0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0736_STAMPING: UTTER 1936
 OS0736_MARK LOGO: CGS
 OS0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0736+STABILITY: SURFACE MOTION
 OS0736
 OS0736  HISTORY     - Date     Condition        Report By
 OS0736  HISTORY     - 1936     MONUMENTED       CGS
 OS0736
 OS0736                          STATION DESCRIPTION
 OS0736
 OS0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0736'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTH AND WEST OF CEDAR
 OS0736'BUTTE STORE, ON THE HIGHEST POINT OF A NARROW RIDGE ABOUT 0.1 MILE
 OS0736'WEST OF THE ROAD, ABOUT 25 FEET EAST OF THE WEST EDGE OF THE
 OS0736'RIDGE, ABOUT 25 FEET NORTH OF THE SOUTHERN EDGE OF THE RIDGE,
 OS0736'ON THE MOST PROMINENT GROUND IN THE VICINITY.
 OS0736'
 OS0736'TO REACH THE STATION FROM CEDAR BUTTE STORE, WHICH IS LOCATED
 OS0736'ON STATE HIGHWAY 40 ABOUT 19-1/2 MILES WEST OF WHITE RIVER, GO
 OS0736'NORTH ON THE DIRT ROAD, JUST OPPOSITE THE STORE, FOR 5.0 MILES
 OS0736'TO A T-INTERSECTION, GO WEST ON THE MAIN ROAD FOR ABOUT 0.2
 OS0736'MILE AND TURN NORTH ON THE SAME ROAD AND GO NORTH AND WEST FOR
 OS0736'4.4 MILES TO A T-INTERSECTION, GO WEST 1.0 MILE, TURN NORTH AND
 OS0736'GO 2.4 MILES TO TOP OF A RIDGE, HERE LEAVE THE ROAD AND FOLLOW
 OS0736'THE TOP OF THE RIDGE FOR ABOUT 0.1 MILE TO THE HIGHEST GROUND
 OS0736'IN VICINITY AND STATION.
 OS0736'
 OS0736'AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE NORTH OF THE STATION,
 OS0736'ON THE WEST SIDE OF THE ROAD, ABOUT 1 FOOT EAST OF THE FENCE ALONG
 OS0736'THE WEST SIDE OF ROAD, ON THE MOST PROMINENT GROUND IN THE
 OS0736'IMMEDIATE VICINITY.
 OS0736'
 OS0736'REFERENCE MARK NO. 1 IS 38.77 FEET NORTH OF THE STATION, AND
 OS0736'74.92 FEET WEST OF REFERENCE MARK NO. 2.
 OS0736'
 OS0736'REFERENCE MARK NO. 2 IS LOCATED 64.57 FEET EAST OF THE STATION.
 OS0736'
 OS0736'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0736'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0162 ***********************************************************************
 OR0162  DESIGNATION -  UU 36
 OR0162  PID         -  OR0162
 OR0162  STATE/COUNTY-  SD/CHARLES MIX
 OR0162  COUNTRY     -  US
 OR0162  USGS QUAD   -  PLATTE (2017)
 OR0162
 OR0162                         *CURRENT SURVEY CONTROL
 OR0162  ______________________________________________________________________
 OR0162* NAD 83(1986) POSITION- 43 25 50.     (N) 098 50 39.     (W)   SCALED
 OR0162* NAVD 88 ORTHO HEIGHT -   458.626 (meters)     1504.68  (feet) ADJUSTED
 OR0162  ______________________________________________________________________
 OR0162  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 OR0162  DYNAMIC HEIGHT  -        458.478 (meters)     1504.19  (feet) COMP
 OR0162  MODELED GRAVITY -    980,285.2   (mgal)                       NAVD 88
 OR0162
 OR0162  VERT ORDER      -  FIRST     CLASS II
 OR0162
 OR0162.The horizontal coordinates were scaled from a map and have
 OR0162.an estimated accuracy of +/- 6 seconds.
 OR0162
 OR0162.The orthometric height was determined by differential leveling and
 OR0162.adjusted by the NATIONAL GEODETIC SURVEY
 OR0162.in June 1991.
 OR0162
 OR0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0162.GEOID18 height accuracy estimate available here.
 OR0162
 OR0162.Click photographs - Photos may exist for this station.
 OR0162
 OR0162.The dynamic height is computed by dividing the NAVD 88
 OR0162.geopotential number by the normal gravity value computed on the
 OR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0162.degrees latitude (g = 980.6199 gals.).
 OR0162
 OR0162.The modeled gravity was interpolated from observed gravity values.
 OR0162
 OR0162;                    North         East    Units  Estimated Accuracy
 OR0162;SPC SD S     -   122,970.      720,560.      MT  (+/- 180 meters Scaled)
 OR0162
 OR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP126086(NAD 83)
 OR0162
 OR0162                          SUPERSEDED SURVEY CONTROL
 OR0162
 OR0162  NGVD 29 (??/??/92)  458.289  (m)         1503.57   (f) ADJ UNCH    1 2
 OR0162
 OR0162.Superseded values are not recommended for survey control.
 OR0162
 OR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0162.See file dsdata.pdf to determine how the superseded data were derived.
 OR0162
 OR0162_MARKER: DB = BENCH MARK DISK
 OR0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0162_SP_SET: BRIDGE
 OR0162_STAMPING: UU 36 1949
 OR0162_MARK LOGO: CGS
 OR0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0162
 OR0162  HISTORY     - Date     Condition        Report By
 OR0162  HISTORY     - 1949     MONUMENTED       CGS
 OR0162  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0162
 OR0162                          STATION DESCRIPTION
 OR0162
 OR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0162'3 MI N FROM PLATTE.
 OR0162'3.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE
 OR0162'AT PLATTE, CHARLES MIX COUNTY, AT A 74-FOOT CONCRETE BRIDGE,
 OR0162'IN THE TOP OF THE SOUTHEAST WING WALL, 17.9 FEET EAST OF THE
 OR0162'CENTER LINE OF THE HIGHWAY, AND 2 FEET SOUTHEAST OF THE EAST
 OR0162'END OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED UU 36 1949.
 OR0162
 OR0162                          STATION RECOVERY (2013)
 OR0162
 OR0162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0219 ***********************************************************************
 PR0219  DESIGNATION -  UU 95
 PR0219  PID         -  PR0219
 PR0219  STATE/COUNTY-  SD/BROOKINGS
 PR0219  COUNTRY     -  US
 PR0219  USGS QUAD   -  AURORA (2017)
 PR0219
 PR0219                         *CURRENT SURVEY CONTROL
 PR0219  ______________________________________________________________________
 PR0219* NAD 83(1986) POSITION- 44 17 06.     (N) 096 41 15.     (W)   SCALED
 PR0219* NAVD 88 ORTHO HEIGHT -   495.398 (meters)     1625.32  (feet) ADJUSTED
 PR0219  ______________________________________________________________________
 PR0219  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 PR0219  DYNAMIC HEIGHT  -        495.303 (meters)     1625.01  (feet) COMP
 PR0219  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 PR0219
 PR0219  VERT ORDER      -  SECOND    CLASS 0
 PR0219
 PR0219.The horizontal coordinates were scaled from a map and have
 PR0219.an estimated accuracy of +/- 6 seconds.
 PR0219
 PR0219.The orthometric height was determined by differential leveling and
 PR0219.adjusted by the NATIONAL GEODETIC SURVEY
 PR0219.in June 1991.
 PR0219
 PR0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0219.GEOID18 height accuracy estimate available here.
 PR0219
 PR0219.Click photographs - Photos may exist for this station.
 PR0219
 PR0219.The dynamic height is computed by dividing the NAVD 88
 PR0219.geopotential number by the normal gravity value computed on the
 PR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0219.degrees latitude (g = 980.6199 gals.).
 PR0219
 PR0219.The modeled gravity was interpolated from observed gravity values.
 PR0219
 PR0219;                    North         East    Units  Estimated Accuracy
 PR0219;SPC SD N     -    55,600.      864,340.      MT  (+/- 180 meters Scaled)
 PR0219
 PR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ845061(NAD 83)
 PR0219
 PR0219                          SUPERSEDED SURVEY CONTROL
 PR0219
 PR0219  NGVD 29 (??/??/92)  495.144  (m)         1624.48   (f) ADJ UNCH    2 0
 PR0219
 PR0219.Superseded values are not recommended for survey control.
 PR0219
 PR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0219.See file dsdata.pdf to determine how the superseded data were derived.
 PR0219
 PR0219_MARKER: DD = SURVEY DISK
 PR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0219_STAMPING: UU 95 1934
 PR0219_MARK LOGO: SDHD
 PR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0219+STABILITY: SURFACE MOTION
 PR0219
 PR0219  HISTORY     - Date     Condition        Report By
 PR0219  HISTORY     - 1934     MONUMENTED       SDHD
 PR0219
 PR0219                          STATION DESCRIPTION
 PR0219
 PR0219'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1934
 PR0219'AT AURORA.
 PR0219'AT AURORA, BROOKINGS COUNTY, ON U.S. HIGHWAY 14, TWO BLOCKS
 PR0219'NORTH OF THE CHICAGO AND NORTH WESTERN RAILWAY, IN THE FRONT
 PR0219'YARD OF THE HOME OF GEORGE BAKER, 48 FEET WEST OF THE CENTER
 PR0219'LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF A CROSS
 PR0219'ALLEY, 12 FEET EAST OF THE EAST TREE IN A ROW OF SIX TREES, 1
 PR0219'FOOT WEST OF THE WEST EDGE OF THE CONCRETE SIDEWALK, AND LEVEL
 PR0219'WITH THE STREET.  A STATE SURVEY STANDARD DISK, STAMPED UU 95
 PR0219'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0251 ***********************************************************************
 OT0251  DESIGNATION -  V 10
 OT0251  PID         -  OT0251
 OT0251  STATE/COUNTY-  SD/PENNINGTON
 OT0251  COUNTRY     -  US
 OT0251  USGS QUAD   -  CRESTON (2017)
 OT0251
 OT0251                         *CURRENT SURVEY CONTROL
 OT0251  ______________________________________________________________________
 OT0251* NAD 83(1986) POSITION- 43 52 41.     (N) 102 40 59.     (W)   SCALED
 OT0251* NAVD 88 ORTHO HEIGHT -   757.429 (meters)     2485.00  (feet) ADJUSTED
 OT0251  ______________________________________________________________________
 OT0251  GEOID HEIGHT    -        -17.801 (meters)                     GEOID18
 OT0251  DYNAMIC HEIGHT  -        757.199 (meters)     2484.24  (feet) COMP
 OT0251  MODELED GRAVITY -    980,289.2   (mgal)                       NAVD 88
 OT0251
 OT0251  VERT ORDER      -  FIRST     CLASS II
 OT0251
 OT0251.The horizontal coordinates were scaled from a map and have
 OT0251.an estimated accuracy of +/- 6 seconds.
 OT0251
 OT0251.The orthometric height was determined by differential leveling and
 OT0251.adjusted by the NATIONAL GEODETIC SURVEY
 OT0251.in June 1991.
 OT0251
 OT0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0251.GEOID18 height accuracy estimate available here.
 OT0251
 OT0251.Click photographs - Photos may exist for this station.
 OT0251
 OT0251.The dynamic height is computed by dividing the NAVD 88
 OT0251.geopotential number by the normal gravity value computed on the
 OT0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0251.degrees latitude (g = 980.6199 gals.).
 OT0251
 OT0251.The modeled gravity was interpolated from observed gravity values.
 OT0251
 OT0251;                    North         East    Units  Estimated Accuracy
 OT0251;SPC SD S     -   174,280.      411,190.      MT  (+/- 180 meters Scaled)
 OT0251
 OT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ861609(NAD 83)
 OT0251
 OT0251                          SUPERSEDED SURVEY CONTROL
 OT0251
 OT0251  NGVD 29 (??/??/92)  756.984  (m)         2483.54   (f) ADJ UNCH    1 2
 OT0251
 OT0251.Superseded values are not recommended for survey control.
 OT0251
 OT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0251.See file dsdata.pdf to determine how the superseded data were derived.
 OT0251
 OT0251_MARKER: DB = BENCH MARK DISK
 OT0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0251_SP_SET: BRIDGE PIER
 OT0251_STAMPING: V 10 1925 2483.650
 OT0251_MARK LOGO: CGS
 OT0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0251
 OT0251  HISTORY     - Date     Condition        Report By
 OT0251  HISTORY     - 1925     MONUMENTED       CGS
 OT0251  HISTORY     - 1962     GOOD             CGS
 OT0251
 OT0251                          STATION DESCRIPTION
 OT0251
 OT0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0251'9.4 MI NW FROM SCENIC.
 OT0251'ABOUT 9.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0251'AND PACIFIC RAILROAD FROM THE POST OFFICE A SCENIC, IN SECTION
 OT0251'16, T 2 S, R 12 E, AT THE SOUTHEAST END OF A STEEL GIRDER BRIDGE
 OT0251'OVER THE CHEYENNE RIVER, 6 1/2 FEET NORTHEAST OF THE NORTHEAST
 OT0251'RAIL, 2.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A STEEL GIRDER,
 OT0251'ABOUT 8.0 FEET BELOW THE RAILS, AND SET IN THE TOP OF THE
 OT0251'NORTHEAST END OF THE SOUTHEAST CONCRETE PIER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0322 ***********************************************************************
 OT0322  DESIGNATION -  V 11
 OT0322  PID         -  OT0322
 OT0322  STATE/COUNTY-  SD/CUSTER
 OT0322  COUNTRY     -  US
 OT0322  USGS QUAD   -  FAIRBURN (2017)
 OT0322
 OT0322                         *CURRENT SURVEY CONTROL
 OT0322  ______________________________________________________________________
 OT0322* NAD 83(1986) POSITION- 43 42 33.     (N) 103 12 38.     (W)   SCALED
 OT0322* NAVD 88 ORTHO HEIGHT -  1018.028 (meters)     3339.98  (feet) ADJUSTED
 OT0322  ______________________________________________________________________
 OT0322  GEOID HEIGHT    -        -16.112 (meters)                     GEOID18
 OT0322  DYNAMIC HEIGHT  -       1017.641 (meters)     3338.71  (feet) COMP
 OT0322  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 OT0322
 OT0322  VERT ORDER      -  FIRST     CLASS II
 OT0322
 OT0322.The horizontal coordinates were scaled from a map and have
 OT0322.an estimated accuracy of +/- 6 seconds.
 OT0322
 OT0322.The orthometric height was determined by differential leveling and
 OT0322.adjusted by the NATIONAL GEODETIC SURVEY
 OT0322.in June 1991.
 OT0322
 OT0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0322.GEOID18 height accuracy estimate available here.
 OT0322
 OT0322.Click photographs - Photos may exist for this station.
 OT0322
 OT0322.The dynamic height is computed by dividing the NAVD 88
 OT0322.geopotential number by the normal gravity value computed on the
 OT0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0322.degrees latitude (g = 980.6199 gals.).
 OT0322
 OT0322.The modeled gravity was interpolated from observed gravity values.
 OT0322
 OT0322;                    North         East    Units  Estimated Accuracy
 OT0322;SPC SD S     -   156,860.      368,170.      MT  (+/- 180 meters Scaled)
 OT0322
 OT0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ441411(NAD 83)
 OT0322
 OT0322                          SUPERSEDED SURVEY CONTROL
 OT0322
 OT0322  NGVD 29 (??/??/92) 1017.555  (m)         3338.43   (f) ADJ UNCH    1 2
 OT0322
 OT0322.Superseded values are not recommended for survey control.
 OT0322
 OT0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0322.See file dsdata.pdf to determine how the superseded data were derived.
 OT0322
 OT0322_MARKER: DB = BENCH MARK DISK
 OT0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0322_STAMPING: V 11 1926
 OT0322_MARK LOGO: CGS
 OT0322_PROJECTION: FLUSH
 OT0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0322+STABILITY: SURFACE MOTION
 OT0322
 OT0322  HISTORY     - Date     Condition        Report By
 OT0322  HISTORY     - 1926     MONUMENTED       CGS
 OT0322  HISTORY     - 1963     GOOD             CGS
 OT0322  HISTORY     - 1985     GOOD             NGS
 OT0322
 OT0322                          STATION DESCRIPTION
 OT0322
 OT0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0322'1.8 MI N FROM FAIRBURN.
 OT0322'ABOUT 1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0322'FROM THE STATION SIGN AT FAIRBURN, AT A CROSSING OF THE RAILROAD
 OT0322'AND A GRAVELED ROAD, 7 POLES SOUTH OF MILE POST 69, 39 FEET EAST
 OT0322'OF THE EAST RAIL, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OT0322'57 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 15 FEET WEST
 OT0322'OF A CORNER FENCE POST, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 OT0322'ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 OT0322'POST FLUSH WITH THE GROUND.
 OT0322
 OT0322                          STATION RECOVERY (1985)
 OT0322
 OT0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0322'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.65 KM (9.15
 OT0322'MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 40
 OT0322'EAST AT HERMOSA, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG A COUNTY ROAD,
 OT0322'IN THE NORTHEAST CORNER OF THE INTERSECTION OF THE NORTH WESTERN
 OT0322'RAILROAD, 8.8 METERS (29 FT) NORTH OF THE CENTER OF THE ROAD, 11.9
 OT0322'METERS (39 FT) EAST OF THE EAST RAIL AND 5.0 METERS (16.5 FT) WEST OF
 OT0322'A FENCE CORNER.
 OT0322'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0322'THE MARK IS 0.2 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0522 ***********************************************************************
 OT0522  DESIGNATION -  V 12
 OT0522  PID         -  OT0522
 OT0522  STATE/COUNTY-  SD/FALL RIVER
 OT0522  COUNTRY     -  US
 OT0522  USGS QUAD   -  MINNEKAHTA (2017)
 OT0522
 OT0522                         *CURRENT SURVEY CONTROL
 OT0522  ______________________________________________________________________
 OT0522* NAD 83(1986) POSITION- 43 25 45.     (N) 103 41 22.     (W)   SCALED
 OT0522* NAVD 88 ORTHO HEIGHT -  1268.114 (meters)     4160.47  (feet) ADJUSTED
 OT0522  ______________________________________________________________________
 OT0522  GEOID HEIGHT    -        -14.866 (meters)                     GEOID18
 OT0522  DYNAMIC HEIGHT  -       1267.556 (meters)     4158.64  (feet) COMP
 OT0522  MODELED GRAVITY -    980,135.1   (mgal)                       NAVD 88
 OT0522
 OT0522  VERT ORDER      -  FIRST     CLASS II
 OT0522
 OT0522.The horizontal coordinates were scaled from a map and have
 OT0522.an estimated accuracy of +/- 6 seconds.
 OT0522
 OT0522.The orthometric height was determined by differential leveling and
 OT0522.adjusted by the NATIONAL GEODETIC SURVEY
 OT0522.in June 1991.
 OT0522
 OT0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0522.GEOID18 height accuracy estimate available here.
 OT0522
 OT0522.Click photographs - Photos may exist for this station.
 OT0522
 OT0522.The dynamic height is computed by dividing the NAVD 88
 OT0522.geopotential number by the normal gravity value computed on the
 OT0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0522.degrees latitude (g = 980.6199 gals.).
 OT0522
 OT0522.The modeled gravity was interpolated from observed gravity values.
 OT0522
 OT0522;                    North         East    Units  Estimated Accuracy
 OT0522;SPC SD S     -   127,230.      328,350.      MT  (+/- 180 meters Scaled)
 OT0522
 OT0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ060093(NAD 83)
 OT0522
 OT0522                          SUPERSEDED SURVEY CONTROL
 OT0522
 OT0522  NGVD 29 (??/??/92) 1267.534  (m)         4158.57   (f) ADJ UNCH    1 2
 OT0522
 OT0522.Superseded values are not recommended for survey control.
 OT0522
 OT0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0522.See file dsdata.pdf to determine how the superseded data were derived.
 OT0522
 OT0522_MARKER: DB = BENCH MARK DISK
 OT0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0522_STAMPING: V 12 1926
 OT0522_MARK LOGO: CGS
 OT0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0522+STABILITY: SURFACE MOTION
 OT0522
 OT0522  HISTORY     - Date     Condition        Report By
 OT0522  HISTORY     - 1926     MONUMENTED       CGS
 OT0522  HISTORY     - 1963     GOOD             CGS
 OT0522
 OT0522                          STATION DESCRIPTION
 OT0522
 OT0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0522'0.2 MI S FROM MINNEKAHTA.
 OT0522'ABOUT 0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0522'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0522'19, T 7 S, R 4 E, 8 POLES SOUTH OF MILE POST 16, 9 1/2 RAILS
 OT0522'NORTH OF A CROSSING OF THE RAILROAD AND U.S. HIGHWAY 18, 170 FEET
 OT0522'WEST OF THE CENTER LINE OF U.S. HIGHWAY 18, 43 FEET EAST OF THE
 OT0522'EAST RAIL, 18 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT
 OT0522'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 OT0522'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1924 ***********************************************************************
 PU1924  DESIGNATION -  V 120
 PU1924  PID         -  PU1924
 PU1924  STATE/COUNTY-  SD/BUTTE
 PU1924  COUNTRY     -  US
 PU1924  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1924
 PU1924                         *CURRENT SURVEY CONTROL
 PU1924  ______________________________________________________________________
 PU1924* NAD 83(1986) POSITION- 44 40 53.     (N) 103 48 50.     (W)   SCALED
 PU1924* NAVD 88 ORTHO HEIGHT -   930.984 (meters)     3054.40  (feet) ADJUSTED
 PU1924  ______________________________________________________________________
 PU1924  GEOID HEIGHT    -        -15.428 (meters)                     GEOID18
 PU1924  DYNAMIC HEIGHT  -        930.728 (meters)     3053.56  (feet) COMP
 PU1924  MODELED GRAVITY -    980,310.3   (mgal)                       NAVD 88
 PU1924
 PU1924  VERT ORDER      -  SECOND    CLASS 0
 PU1924
 PU1924.The horizontal coordinates were scaled from a map and have
 PU1924.an estimated accuracy of +/- 6 seconds.
 PU1924
 PU1924.The orthometric height was determined by differential leveling and
 PU1924.adjusted by the NATIONAL GEODETIC SURVEY
 PU1924.in June 1991.
 PU1924
 PU1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1924.GEOID18 height accuracy estimate available here.
 PU1924
 PU1924.Click photographs - Photos may exist for this station.
 PU1924
 PU1924.The dynamic height is computed by dividing the NAVD 88
 PU1924.geopotential number by the normal gravity value computed on the
 PU1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1924.degrees latitude (g = 980.6199 gals.).
 PU1924
 PU1924.The modeled gravity was interpolated from observed gravity values.
 PU1924
 PU1924;                    North         East    Units  Estimated Accuracy
 PU1924;SPC SD N     -   101,360.      297,750.      MT  (+/- 180 meters Scaled)
 PU1924
 PU1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK940482(NAD 83)
 PU1924
 PU1924                          SUPERSEDED SURVEY CONTROL
 PU1924
 PU1924  NGVD 29 (??/??/92)  930.541  (m)         3052.95   (f) ADJ UNCH    2 0
 PU1924
 PU1924.Superseded values are not recommended for survey control.
 PU1924
 PU1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1924.See file dsdata.pdf to determine how the superseded data were derived.
 PU1924
 PU1924_MARKER: DB = BENCH MARK DISK
 PU1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1924_STAMPING: V 120 1934
 PU1924_MARK LOGO: CGS
 PU1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1924+STABILITY: SURFACE MOTION
 PU1924
 PU1924  HISTORY     - Date     Condition        Report By
 PU1924  HISTORY     - 1934     MONUMENTED       CGS
 PU1924  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1924  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1924
 PU1924                          STATION DESCRIPTION
 PU1924
 PU1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1924'2.4 MI E FROM BELLE FOURCHE.
 PU1924'2.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1924'FROM THE STATION AT BELLE FOURCHE, BUTTE COUNTY, 52 FEET EAST
 PU1924'OF CROSSROADS, 45 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 PU1924'212, 88 FEET NORTHEAST OF RAILROAD CROSSING, AND 45.8 FEET
 PU1924'NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED
 PU1924'V 120 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1924'ABOUT 6 INCHES ABOVE GROUND.
 PU1924
 PU1924                          STATION RECOVERY (1995)
 PU1924
 PU1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1924'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0713 ***********************************************************************
 PU0713  DESIGNATION -  V 121
 PU0713  PID         -  PU0713
 PU0713  STATE/COUNTY-  SD/BUTTE
 PU0713  COUNTRY     -  US
 PU0713  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU0713
 PU0713                         *CURRENT SURVEY CONTROL
 PU0713  ______________________________________________________________________
 PU0713* NAD 83(1986) POSITION- 44 49 20.     (N) 102 59 33.     (W)   SCALED
 PU0713* NAVD 88 ORTHO HEIGHT -   847.481 (meters)     2780.44  (feet) ADJUSTED
 PU0713  ______________________________________________________________________
 PU0713  GEOID HEIGHT    -        -17.261 (meters)                     GEOID18
 PU0713  DYNAMIC HEIGHT  -        847.285 (meters)     2779.80  (feet) COMP
 PU0713  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 PU0713
 PU0713  VERT ORDER      -  SECOND    CLASS 0
 PU0713
 PU0713.The horizontal coordinates were scaled from a map and have
 PU0713.an estimated accuracy of +/- 6 seconds.
 PU0713
 PU0713.The orthometric height was determined by differential leveling and
 PU0713.adjusted by the NATIONAL GEODETIC SURVEY
 PU0713.in June 1991.
 PU0713
 PU0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0713.GEOID18 height accuracy estimate available here.
 PU0713
 PU0713.Click photographs - Photos may exist for this station.
 PU0713
 PU0713.The dynamic height is computed by dividing the NAVD 88
 PU0713.geopotential number by the normal gravity value computed on the
 PU0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0713.degrees latitude (g = 980.6199 gals.).
 PU0713
 PU0713.The modeled gravity was interpolated from observed gravity values.
 PU0713
 PU0713;                    North         East    Units  Estimated Accuracy
 PU0713;SPC SD N     -   114,260.      363,390.      MT  (+/- 180 meters Scaled)
 PU0713
 PU0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK587651(NAD 83)
 PU0713
 PU0713                          SUPERSEDED SURVEY CONTROL
 PU0713
 PU0713  NGVD 29 (??/??/92)  846.998  (m)         2778.86   (f) ADJ UNCH    2 0
 PU0713
 PU0713.Superseded values are not recommended for survey control.
 PU0713
 PU0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0713.See file dsdata.pdf to determine how the superseded data were derived.
 PU0713
 PU0713_MARKER: DB = BENCH MARK DISK
 PU0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0713_STAMPING: V 121 1934
 PU0713_MARK LOGO: CGS
 PU0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0713+STABILITY: SURFACE MOTION
 PU0713
 PU0713  HISTORY     - Date     Condition        Report By
 PU0713  HISTORY     - 1934     MONUMENTED       CGS
 PU0713  HISTORY     - 1962     GOOD             CGS
 PU0713
 PU0713                          STATION DESCRIPTION
 PU0713
 PU0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0713'5.7 MI SW FROM SULPHUR.
 PU0713'5.7 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0713'SULPHUR, 0.25 MILE NORTHEAST OF A WOODEN BRIDGE, 0.1 MILE SOUTHWEST
 PU0713'OF A WOODEN BRIDGE, AT THE SUMMIT OF A HILL, 44 FEET SOUTHEAST
 PU0713'OF THE CENTER LINE OF THE ROAD, 83 FEET EAST-SOUTHEAST AND
 PU0713'ACROSS THE ROAD FROM THE NORTHEAST END OF A GATE, 1.2 FEET
 PU0713'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PU0713'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PU0713'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0005 ***********************************************************************
 PU0005  DESIGNATION -  V 122
 PU0005  PID         -  PU0005
 PU0005  STATE/COUNTY-  SD/MEADE
 PU0005  COUNTRY     -  US
 PU0005  USGS QUAD   -  OPAL EAST (2017)
 PU0005
 PU0005                         *CURRENT SURVEY CONTROL
 PU0005  ______________________________________________________________________
 PU0005* NAD 83(1986) POSITION- 44 59 38.16   (N) 102 25 30.34   (W)   HD_HELD1
 PU0005* NAVD 88 ORTHO HEIGHT -   856.853 (meters)     2811.19  (feet) ADJUSTED
 PU0005  ______________________________________________________________________
 PU0005  GEOID HEIGHT    -        -18.459 (meters)                     GEOID18
 PU0005  DYNAMIC HEIGHT  -        856.672 (meters)     2810.60  (feet) COMP
 PU0005  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 PU0005
 PU0005  VERT ORDER      -  SECOND    CLASS 0
 PU0005
 PU0005.The horizontal coordinates were determined by differentially corrected
 PU0005.hand held GPS observations or other comparable positioning techniques
 PU0005.and have an estimated accuracy of +/- 3 meters.
 PU0005
 PU0005.The orthometric height was determined by differential leveling and
 PU0005.adjusted by the NATIONAL GEODETIC SURVEY
 PU0005.in June 1991.
 PU0005
 PU0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0005.GEOID18 height accuracy estimate available here.
 PU0005
 PU0005.Click photographs - Photos may exist for this station.
 PU0005
 PU0005.The dynamic height is computed by dividing the NAVD 88
 PU0005.geopotential number by the normal gravity value computed on the
 PU0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0005.degrees latitude (g = 980.6199 gals.).
 PU0005
 PU0005.The modeled gravity was interpolated from observed gravity values.
 PU0005
 PU0005;                    North         East    Units  Estimated Accuracy
 PU0005;SPC SD N     -   131,832.3     408,808.9     MT  (+/- 3 meters HH1 GPS) 
 PU0005
 PU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0296385502(NAD 83)
 PU0005
 PU0005                          SUPERSEDED SURVEY CONTROL
 PU0005
 PU0005  NGVD 29 (??/??/92)  856.392  (m)         2809.68   (f) ADJ UNCH    2 0
 PU0005
 PU0005.Superseded values are not recommended for survey control.
 PU0005
 PU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0005.See file dsdata.pdf to determine how the superseded data were derived.
 PU0005
 PU0005_MARKER: DB = BENCH MARK DISK
 PU0005_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0005_STAMPING: V 122 1934
 PU0005_MARK LOGO: CGS
 PU0005_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0005
 PU0005  HISTORY     - Date     Condition        Report By
 PU0005  HISTORY     - 1934     MONUMENTED       CGS
 PU0005  HISTORY     - 1963     GOOD             CGS
 PU0005
 PU0005                          STATION DESCRIPTION
 PU0005
 PU0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0005'9.5 MI SE FROM MAURINE.
 PU0005'0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT MAURINE,
 PU0005'THENCE 8.95 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY U.S.
 PU0005'HIGHWAY 212, ON THE RIGHT AT THE CREST OF A SLIGHT HILL, 43 FEET
 PU0005'SOUTH OF THE CENTER LINE OF THE ROAD, 75 FEET SOUTH OF AN
 PU0005'EAST-WEST FENCE LINE ON THE NORTH SIDE OF THE ROAD, 0.6 FEET
 PU0005'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 PU0005'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0005'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0532 ***********************************************************************
 QS0532  DESIGNATION -  V 123
 QS0532  PID         -  QS0532
 QS0532  STATE/COUNTY-  SD/ZIEBACH
 QS0532  COUNTRY     -  US
 QS0532  USGS QUAD   -  BEDNERS DAM (2017)
 QS0532
 QS0532                         *CURRENT SURVEY CONTROL
 QS0532  ______________________________________________________________________
 QS0532* NAD 83(1986) POSITION- 45 02 40.     (N) 101 39 00.     (W)   SCALED
 QS0532* NAVD 88 ORTHO HEIGHT -   726.771 (meters)     2384.41  (feet) ADJUSTED
 QS0532  ______________________________________________________________________
 QS0532  GEOID HEIGHT    -        -20.418 (meters)                     GEOID18
 QS0532  DYNAMIC HEIGHT  -        726.627 (meters)     2383.94  (feet) COMP
 QS0532  MODELED GRAVITY -    980,395.2   (mgal)                       NAVD 88
 QS0532
 QS0532  VERT ORDER      -  SECOND    CLASS 0
 QS0532
 QS0532.The horizontal coordinates were scaled from a map and have
 QS0532.an estimated accuracy of +/- 6 seconds.
 QS0532
 QS0532.The orthometric height was determined by differential leveling and
 QS0532.adjusted by the NATIONAL GEODETIC SURVEY
 QS0532.in June 1991.
 QS0532
 QS0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0532.GEOID18 height accuracy estimate available here.
 QS0532
 QS0532.Click photographs - Photos may exist for this station.
 QS0532
 QS0532.The dynamic height is computed by dividing the NAVD 88
 QS0532.geopotential number by the normal gravity value computed on the
 QS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0532.degrees latitude (g = 980.6199 gals.).
 QS0532
 QS0532.The modeled gravity was interpolated from observed gravity values.
 QS0532
 QS0532;                    North         East    Units  Estimated Accuracy
 QS0532;SPC SD N     -   135,910.      470,020.      MT  (+/- 180 meters Scaled)
 QS0532
 QS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ913913(NAD 83)
 QS0532
 QS0532                          SUPERSEDED SURVEY CONTROL
 QS0532
 QS0532  NGVD 29 (??/??/92)  726.321  (m)         2382.94   (f) ADJ UNCH    2 0
 QS0532
 QS0532.Superseded values are not recommended for survey control.
 QS0532
 QS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0532.See file dsdata.pdf to determine how the superseded data were derived.
 QS0532
 QS0532_MARKER: DB = BENCH MARK DISK
 QS0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0532_STAMPING: V 123 1934
 QS0532_MARK LOGO: CGS
 QS0532_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0532+STABILITY: SURFACE MOTION
 QS0532
 QS0532  HISTORY     - Date     Condition        Report By
 QS0532  HISTORY     - 1934     MONUMENTED       CGS
 QS0532
 QS0532                          STATION DESCRIPTION
 QS0532
 QS0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0532'2.2 MI W FROM DUPREE.
 QS0532'2.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0532'RAILROAD FROM THE STATION AT DUPREE, ZIEBACH COUNTY, 0.3 MILE
 QS0532'WEST OF MILEPOST 85, AT A ROAD CROSSING, 54 FEET EAST OF THE
 QS0532'CENTER LINE OF THE ROAD, 47.1 FEET NORTH OF THE NORTH RAIL, 40
 QS0532'FEET EAST OF A FENCE CORNER, AND 1.5 FEET SOUTH OF THE
 QS0532'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 123 1934 AND SET
 QS0532'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0311 ***********************************************************************
 QT0311  DESIGNATION -  V 124
 QT0311  PID         -  QT0311
 QT0311  STATE/COUNTY-  SD/BUTTE
 QT0311  COUNTRY     -  US
 QT0311  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0311
 QT0311                         *CURRENT SURVEY CONTROL
 QT0311  ______________________________________________________________________
 QT0311* NAD 83(1986) POSITION- 45 11 55.     (N) 103 30 26.     (W)   SCALED
 QT0311* NAVD 88 ORTHO HEIGHT -   919.228 (meters)     3015.83  (feet) ADJUSTED
 QT0311  ______________________________________________________________________
 QT0311  GEOID HEIGHT    -        -16.315 (meters)                     GEOID18
 QT0311  DYNAMIC HEIGHT  -        919.032 (meters)     3015.19  (feet) COMP
 QT0311  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 QT0311
 QT0311  VERT ORDER      -  SECOND    CLASS 0
 QT0311
 QT0311.The horizontal coordinates were scaled from a map and have
 QT0311.an estimated accuracy of +/- 6 seconds.
 QT0311
 QT0311.The orthometric height was determined by differential leveling and
 QT0311.adjusted by the NATIONAL GEODETIC SURVEY
 QT0311.in June 1991.
 QT0311
 QT0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0311.GEOID18 height accuracy estimate available here.
 QT0311
 QT0311.Click photographs - Photos may exist for this station.
 QT0311
 QT0311.The dynamic height is computed by dividing the NAVD 88
 QT0311.geopotential number by the normal gravity value computed on the
 QT0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0311.degrees latitude (g = 980.6199 gals.).
 QT0311
 QT0311.The modeled gravity was interpolated from observed gravity values.
 QT0311
 QT0311;                    North         East    Units  Estimated Accuracy
 QT0311;SPC SD N     -   157,680.      324,530.      MT  (+/- 180 meters Scaled)
 QT0311
 QT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL172060(NAD 83)
 QT0311
 QT0311                          SUPERSEDED SURVEY CONTROL
 QT0311
 QT0311  NGVD 29 (??/??/92)  918.736  (m)         3014.22   (f) ADJ UNCH    2 0
 QT0311
 QT0311.Superseded values are not recommended for survey control.
 QT0311
 QT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0311.See file dsdata.pdf to determine how the superseded data were derived.
 QT0311
 QT0311_MARKER: DB = BENCH MARK DISK
 QT0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0311_STAMPING: V 124 1934
 QT0311_MARK LOGO: CGS
 QT0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0311+STABILITY: SURFACE MOTION
 QT0311
 QT0311  HISTORY     - Date     Condition        Report By
 QT0311  HISTORY     - 1934     MONUMENTED       CGS
 QT0311  HISTORY     - 1938     GOOD             CGS
 QT0311  HISTORY     - 1973     MARK NOT FOUND   USGS
 QT0311
 QT0311                          STATION DESCRIPTION
 QT0311
 QT0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0311'3.6 MI W FROM MASON.
 QT0311'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 QT0311'AT MASON, BUTTE COUNTY, ABOUT 1.9 MILES EAST OF THE JUNCTION
 QT0311'WITH U.S. HIGHWAY 85, ABOUT 75 YARDS NORTHEAST OF THE NORTH
 QT0311'END OF A 3-FOOT CORRUGATED IRON-PIPE CULVERT, 41 FEET NORTH
 QT0311'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A FENCE
 QT0311'CORNER, AND 1.2 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 QT0311'V 124 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QT0311'ABOUT 6 INCHES ABOVE GROUND.
 QT0311
 QT0311                          STATION RECOVERY (1973)
 QT0311
 QT0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QT0311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2400 ***********************************************************************
 PU2400  DESIGNATION -  V 125 RESET
 PU2400  PID         -  PU2400
 PU2400  STATE/COUNTY-  SD/MEADE
 PU2400  COUNTRY     -  US
 PU2400  USGS QUAD   -  DURKEE LAKE (2017)
 PU2400
 PU2400                         *CURRENT SURVEY CONTROL
 PU2400  ______________________________________________________________________
 PU2400* NAD 83(1986) POSITION- 44 53 32.     (N) 102 02 46.     (W)   SCALED
 PU2400* NAVD 88 ORTHO HEIGHT -   745.086 (meters)     2444.50  (feet) ADJUSTED
 PU2400  ______________________________________________________________________
 PU2400  GEOID HEIGHT    -        -19.637 (meters)                     GEOID18
 PU2400  DYNAMIC HEIGHT  -        744.931 (meters)     2443.99  (feet) COMP
 PU2400  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 PU2400
 PU2400  VERT ORDER      -  FIRST     CLASS II
 PU2400
 PU2400.The horizontal coordinates were scaled from a map and have
 PU2400.an estimated accuracy of +/- 6 seconds.
 PU2400
 PU2400.The orthometric height was determined by differential leveling and
 PU2400.adjusted by the NATIONAL GEODETIC SURVEY
 PU2400.in July 1998.
 PU2400
 PU2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2400.GEOID18 height accuracy estimate available here.
 PU2400
 PU2400.Click photographs - Photos may exist for this station.
 PU2400
 PU2400.The dynamic height is computed by dividing the NAVD 88
 PU2400.geopotential number by the normal gravity value computed on the
 PU2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2400.degrees latitude (g = 980.6199 gals.).
 PU2400
 PU2400.The modeled gravity was interpolated from observed gravity values.
 PU2400
 PU2400;                    North         East    Units  Estimated Accuracy
 PU2400;SPC SD N     -   119,710.      438,400.      MT  (+/- 180 meters Scaled)
 PU2400
 PU2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK332752(NAD 83)
 PU2400
 PU2400                          SUPERSEDED SURVEY CONTROL
 PU2400
 PU2400  NGVD 29 (04/17/07)  744.61   (m)         2442.9    (f) RESET       3  
 PU2400
 PU2400.Superseded values are not recommended for survey control.
 PU2400
 PU2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2400.See file dsdata.pdf to determine how the superseded data were derived.
 PU2400
 PU2400_MARKER: DV = VERTICAL CONTROL DISK
 PU2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2400_STAMPING: V 125 RESET 1987
 PU2400_MARK LOGO: NGS
 PU2400_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2400+STABILITY: SURFACE MOTION
 PU2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2400+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2400
 PU2400  HISTORY     - Date     Condition        Report By
 PU2400  HISTORY     - 1987     MONUMENTED       NGS
 PU2400  HISTORY     - 19960711 GOOD             NGS
 PU2400
 PU2400                          STATION DESCRIPTION
 PU2400
 PU2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2400'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2400'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2400'SOUTH, 15.2 KM (9.45 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST
 PU2400'IN FAITH), 61 M (200.1 FT) WEST FROM THE CENTER OF STATE HIGHWAY
 PU2400'73, 0.3 M (1.0 FT) EAST FROM A WITNESS POST, 0.3 M (1.0 FT)
 PU2400'NORTH FROM A FENCE, 9.75 M (32.0 FT) SOUTH FROM THE CENTER OF THE
 PU2400'COUNTY ROAD, ON THE ROAD RIGHT OF WAY, IN THE TOP OF A CONCRETE POST
 PU2400'THAT IS FLUSH WITH THE SURFACE.
 PU2400'AT THE NORTHEAST CORNER OF THE NE 1/4, SEC 28, T 11 N, R 17 E.
 PU2400'1.7 KM (1.05 MI) NORTH FROM V 394.
 PU2400
 PU2400                          STATION RECOVERY (1996)
 PU2400
 PU2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2400'14.6 KM (9.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2400'OF U.S. HIGHWAY 212 IN FAITH, 446.0 M (1463.3 FT) NORTH OF MILEPOST
 PU2400'165, 60.7 M (199.1 FT) WEST OF THE HIGHWAY CENTERLINE, 11.2 M (36.7
 PU2400'FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.3 M (1.0 FT) NORTH OF A
 PU2400'FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 PU2400'PROJECTS O.1 M ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0889 ***********************************************************************
 PU0889  DESIGNATION -  V 127
 PU0889  PID         -  PU0889
 PU0889  STATE/COUNTY-  SD/MEADE
 PU0889  COUNTRY     -  US
 PU0889  USGS QUAD   -  ENNING (2017)
 PU0889
 PU0889                         *CURRENT SURVEY CONTROL
 PU0889  ______________________________________________________________________
 PU0889* NAD 83(1986) POSITION- 44 34 31.     (N) 102 33 51.     (W)   SCALED
 PU0889* NAVD 88 ORTHO HEIGHT -   923.362 (meters)     3029.40  (feet) ADJUSTED
 PU0889  ______________________________________________________________________
 PU0889  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 PU0889  DYNAMIC HEIGHT  -        923.104 (meters)     3028.55  (feet) COMP
 PU0889  MODELED GRAVITY -    980,307.3   (mgal)                       NAVD 88
 PU0889
 PU0889  VERT ORDER      -  SECOND    CLASS 0
 PU0889
 PU0889.The horizontal coordinates were scaled from a map and have
 PU0889.an estimated accuracy of +/- 6 seconds.
 PU0889
 PU0889.The orthometric height was determined by differential leveling and
 PU0889.adjusted by the NATIONAL GEODETIC SURVEY
 PU0889.in June 1991.
 PU0889
 PU0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0889.GEOID18 height accuracy estimate available here.
 PU0889
 PU0889.Click photographs - Photos may exist for this station.
 PU0889
 PU0889.The dynamic height is computed by dividing the NAVD 88
 PU0889.geopotential number by the normal gravity value computed on the
 PU0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0889.degrees latitude (g = 980.6199 gals.).
 PU0889
 PU0889.The modeled gravity was interpolated from observed gravity values.
 PU0889
 PU0889;                    North         East    Units  Estimated Accuracy
 PU0889;SPC SD N     -    85,670.      396,380.      MT  (+/- 180 meters Scaled)
 PU0889
 PU0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933386(NAD 83)
 PU0889
 PU0889                          SUPERSEDED SURVEY CONTROL
 PU0889
 PU0889.No superseded survey control is available for this station.
 PU0889
 PU0889_MARKER: DB = BENCH MARK DISK
 PU0889_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0889_STAMPING: V 127 1934
 PU0889_MARK LOGO: CGS
 PU0889_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0889
 PU0889  HISTORY     - Date     Condition        Report By
 PU0889  HISTORY     - 1934     MONUMENTED       CGS
 PU0889  HISTORY     - 1958     MARK NOT FOUND   USGS
 PU0889  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0889
 PU0889                          STATION DESCRIPTION
 PU0889
 PU0889'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PU0889'0.2 MI W FROM ENNING.
 PU0889'0.2 MILE WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 PU0889'ENNING, 40 YARDS SOUTHEAST OF A GUARD RAIL, 38 FEET SOUTH OF THE
 PU0889'CENTERLINE OF THE HIGHWAY, AND 1.9 FEET SOUTHEAST OF A CORNER
 PU0889'FENCE POST.  A STANDARD DISK, STAMPED V 127 1934 AND SET IN THE
 PU0889'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PU0889
 PU0889                          STATION RECOVERY (1962)
 PU0889
 PU0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0889'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0890 ***********************************************************************
 PU0890  DESIGNATION -  V 127 RESET
 PU0890  PID         -  PU0890
 PU0890  STATE/COUNTY-  SD/MEADE
 PU0890  COUNTRY     -  US
 PU0890  USGS QUAD   -  ENNING (2017)
 PU0890
 PU0890                         *CURRENT SURVEY CONTROL
 PU0890  ______________________________________________________________________
 PU0890* NAD 83(1986) POSITION- 44 34 31.     (N) 102 33 51.     (W)   SCALED
 PU0890* NAVD 88 ORTHO HEIGHT -   922.25  (meters)     3025.7   (feet) RESET
 PU0890  ______________________________________________________________________
 PU0890  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 PU0890  VERT ORDER      -  THIRD
 PU0890
 PU0890.The horizontal coordinates were scaled from a map and have
 PU0890.an estimated accuracy of +/- 6 seconds.
 PU0890
 PU0890.The orthometric height was computed from unverified reset data.
 PU0890
 PU0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0890.GEOID18 height accuracy estimate available here.
 PU0890
 PU0890.Click photographs - Photos may exist for this station.
 PU0890
 PU0890;                    North         East    Units  Estimated Accuracy
 PU0890;SPC SD N     -    85,670.      396,380.      MT  (+/- 180 meters Scaled)
 PU0890
 PU0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933386(NAD 83)
 PU0890
 PU0890                          SUPERSEDED SURVEY CONTROL
 PU0890
 PU0890.No superseded survey control is available for this station.
 PU0890
 PU0890_MARKER: DB = BENCH MARK DISK
 PU0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0890_STAMPING: V 127 RESET 1972
 PU0890_MARK LOGO: CGS
 PU0890_PROJECTION: PROJECTING 20 CENTIMETERS
 PU0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0890+STABILITY: SURFACE MOTION
 PU0890
 PU0890  HISTORY     - Date     Condition        Report By
 PU0890  HISTORY     - 1972     MONUMENTED       NGS
 PU0890
 PU0890                          STATION DESCRIPTION
 PU0890
 PU0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0890'AT ENNING.
 PU0890'0.2 MILE WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING, IN
 PU0890'A SMALL PASTURE OWNED BY MR. ARDEN MAUDE, 616 FEET WEST OF THE
 PU0890'WEST SIDE OF A LARGE GARAGE ON THE MAUDE PROPERTY, 177 FEET SOUTH
 PU0890'OF THE CENTER OF THE HIGHWAY, 76 FEET SOUTH OF THE SOUTH R.O.W.
 PU0890'FENCE, 4.5 FEET EAST OF A POWER POLE IN A LINE OF POWER POLES
 PU0890'LEADING TO THE ENNING GRADE SCHOOL, AND SET IN A ROUND CONCRETE
 PU0890'MONUMENT WHICH PROJECTS 8-INCHES.  IT IS AT HIGHWAY STATION 480+93.
 PU0890'NOTE-- BENCH MARK V 127 1934 WAS FOUND IN GOOD CONDITION, THE
 PU0890'DISK WAS REMOVED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0306 ***********************************************************************
 PU0306  DESIGNATION -  V 129
 PU0306  PID         -  PU0306
 PU0306  STATE/COUNTY-  SD/PENNINGTON
 PU0306  COUNTRY     -  US
 PU0306  USGS QUAD   -  WASTA NW (2017)
 PU0306
 PU0306                         *CURRENT SURVEY CONTROL
 PU0306  ______________________________________________________________________
 PU0306* NAD 83(1986) POSITION- 44 08 04.25   (N) 102 29 16.36   (W)   HD_HELD1
 PU0306* NAVD 88 ORTHO HEIGHT -   833.427 (meters)     2734.34  (feet) ADJUSTED
 PU0306  ______________________________________________________________________
 PU0306  GEOID HEIGHT    -        -18.450 (meters)                     GEOID18
 PU0306  DYNAMIC HEIGHT  -        833.184 (meters)     2733.54  (feet) COMP
 PU0306  MODELED GRAVITY -    980,298.0   (mgal)                       NAVD 88
 PU0306
 PU0306  VERT ORDER      -  SECOND    CLASS 0
 PU0306
 PU0306.The horizontal coordinates were determined by differentially corrected
 PU0306.hand held GPS observations or other comparable positioning techniques
 PU0306.and have an estimated accuracy of +/- 3 meters.
 PU0306
 PU0306.The orthometric height was determined by differential leveling and
 PU0306.adjusted by the NATIONAL GEODETIC SURVEY
 PU0306.in June 1991.
 PU0306
 PU0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0306.GEOID18 height accuracy estimate available here.
 PU0306
 PU0306.Click photographs - Photos may exist for this station.
 PU0306
 PU0306.The dynamic height is computed by dividing the NAVD 88
 PU0306.geopotential number by the normal gravity value computed on the
 PU0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0306.degrees latitude (g = 980.6199 gals.).
 PU0306
 PU0306.The modeled gravity was interpolated from observed gravity values.
 PU0306
 PU0306;                    North         East    Units  Estimated Accuracy
 PU0306;SPC SD S     -   202,336.4     427,611.5     MT  (+/- 3 meters HH1 GPS) 
 PU0306
 PU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0095389881(NAD 83)
 PU0306
 PU0306                          SUPERSEDED SURVEY CONTROL
 PU0306
 PU0306  NGVD 29 (??/??/92)  832.964  (m)         2732.82   (f) ADJ UNCH    2 0
 PU0306
 PU0306.Superseded values are not recommended for survey control.
 PU0306
 PU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0306.See file dsdata.pdf to determine how the superseded data were derived.
 PU0306
 PU0306_MARKER: DB = BENCH MARK DISK
 PU0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0306_STAMPING: V 129 1934
 PU0306_MARK LOGO: CGS
 PU0306_PROJECTION: PROJECTING 25 CENTIMETERS
 PU0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0306+STABILITY: SURFACE MOTION
 PU0306
 PU0306  HISTORY     - Date     Condition        Report By
 PU0306  HISTORY     - 1934     MONUMENTED       CGS
 PU0306  HISTORY     - 1953     GOOD             CGS
 PU0306
 PU0306                          STATION DESCRIPTION
 PU0306
 PU0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PU0306'6 MI S FROM WASTA.
 PU0306'ABOUT 6 MILES NORTH ALONG THE COUNTY ROAD LEADING TO ENNING
 PU0306'FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT WASTA,
 PU0306'PENNINGTON COUNTY, 0.3 MILE SOUTH OF A SMALL CURVE AROUND A
 PU0306'RAVINE EAST OF THE ROAD, 0.2 MILE NORTH OF THE CORNER OF A WIRE
 PU0306'FENCE LEADING EAST, AND 37 FEET EAST OF THE CENTERLINE OF THE
 PU0306'ROAD.  A STANDARD DISK, TAMPED V 129 1934 AND SET IN THE TOP OF A
 PU0306'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0126 ***********************************************************************
 PT0126  DESIGNATION -  V 13
 PT0126  PID         -  PT0126
 PT0126  STATE/COUNTY-  SD/STANLEY
 PT0126  COUNTRY     -  US
 PT0126  USGS QUAD   -  PIERRE SW (2017)
 PT0126
 PT0126                         *CURRENT SURVEY CONTROL
 PT0126  ______________________________________________________________________
 PT0126* NAD 83(1986) POSITION- 44 21 41.23   (N) 100 22 38.25   (W)   HD_HELD1
 PT0126* NAVD 88 ORTHO HEIGHT -   436.735 (meters)     1432.85  (feet) ADJUSTED
 PT0126  ______________________________________________________________________
 PT0126  GEOID HEIGHT    -        -23.464 (meters)                     GEOID18
 PT0126  DYNAMIC HEIGHT  -        436.646 (meters)     1432.56  (feet) COMP
 PT0126  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 PT0126
 PT0126  VERT ORDER      -  FIRST     CLASS II
 PT0126
 PT0126.The horizontal coordinates were determined by differentially corrected
 PT0126.hand held GPS observations or other comparable positioning techniques
 PT0126.and have an estimated accuracy of +/- 3 meters.
 PT0126
 PT0126.The orthometric height was determined by differential leveling and
 PT0126.adjusted by the NATIONAL GEODETIC SURVEY
 PT0126.in June 1991.
 PT0126
 PT0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0126.GEOID18 height accuracy estimate available here.
 PT0126
 PT0126.Click photographs - Photos may exist for this station.
 PT0126
 PT0126.The dynamic height is computed by dividing the NAVD 88
 PT0126.geopotential number by the normal gravity value computed on the
 PT0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0126.degrees latitude (g = 980.6199 gals.).
 PT0126
 PT0126.The modeled gravity was interpolated from observed gravity values.
 PT0126
 PT0126;                    North         East    Units  Estimated Accuracy
 PT0126;SPC SD S     -   225,317.2     596,495.8     MT  (+/- 3 meters HH1 GPS) 
 PT0126
 PT0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9024912942(NAD 83)
 PT0126
 PT0126                          SUPERSEDED SURVEY CONTROL
 PT0126
 PT0126  NGVD 29 (??/??/92)  436.357  (m)         1431.61   (f) ADJ UNCH    1 2
 PT0126
 PT0126.Superseded values are not recommended for survey control.
 PT0126
 PT0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0126.See file dsdata.pdf to determine how the superseded data were derived.
 PT0126
 PT0126_MARKER: DB = BENCH MARK DISK
 PT0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0126_STAMPING: V 13 1926 1431.585
 PT0126_MARK LOGO: CGS
 PT0126_PROJECTION: RECESSED 10 CENTIMETERS
 PT0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0126+STABILITY: SURFACE MOTION
 PT0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0126+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1995
 PT0126
 PT0126  HISTORY     - Date     Condition        Report By
 PT0126  HISTORY     - 1926     MONUMENTED       CGS
 PT0126  HISTORY     - 1949     GOOD             CGS
 PT0126  HISTORY     - 1951     GOOD             CGS
 PT0126  HISTORY     - 19861110 GOOD             NGS
 PT0126  HISTORY     - 19890121 GOOD             NGS
 PT0126  HISTORY     - 19950802 GOOD             NGS
 PT0126
 PT0126                          STATION DESCRIPTION
 PT0126
 PT0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0126'AT FORT PIERRE.
 PT0126'0.2 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0126'FROM THE STATION AT FORT PIERRE, 45 FEET WEST OF THE CENTER
 PT0126'LINE OF THE HIGHWAY, 35 FEET EAST OF THE EAST RAIL OF THE MAIN
 PT0126'TRACK, 25 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH A
 PT0126'ROW OF TELEPHONE POLES, 2.0 FEET SOUTH OF A REFERENCE POST, SET
 PT0126'IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
 PT0126
 PT0126                          STATION RECOVERY (1951)
 PT0126
 PT0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0126'RECOVERED IN GOOD CONDITION.
 PT0126
 PT0126                          STATION RECOVERY (1986)
 PT0126
 PT0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0126'AT FORT PIERRE, AT THE JUNCTION OF U.S. HIGHWAY 83 AND 8TH AVENUE,
 PT0126'13.72 M (45.0 FT) WEST OF U.S. HIGHWAY 83, 10.36 M (34.0 FT) EAST
 PT0126'FROM THE EAST RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY, IN LINE
 PT0126'WITH THE SOUTH EDGE OF EIGHT AVENUE, 7.92 M (26.0 FT) SOUTH OF A
 PT0126'POLE, 0.72 KM (0.45 MI) NORTH FROM THE COURTHOUSE.
 PT0126
 PT0126                          STATION RECOVERY (1989)
 PT0126
 PT0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PT0126'RECOVERED IN GOOD CONDITION.
 PT0126
 PT0126                          STATION RECOVERY (1995)
 PT0126
 PT0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0126'IN FORT PIERRE, AT THE INTERSECTION OF EIGHTH AVENUE AND DEADWOOD
 PT0126'STREET, 19.1 M (62.7 FT) WEST OF THE STREET CENTERLINE, 10.4 M (34.1
 PT0126'FT) EAST OF THE NEAR RAIL OF THE CHICAGO NORTHWESTERN RAILROAD, 3.3 M
 PT0126'(10.8 FT) WEST OF THE NORTHWEST CORNER OF UNDERGROUND CABLE JUNCTION
 PT0126'BOX NUMBER M 4 A, 3.2 M (10.5 FT) SOUTH OF THE EXTENDED AVENUE CENTER,
 PT0126'2.5 M (8.2 FT) WEST OF THE SOUTHWEST CORNER OF UNDERGROUND CABLE
 PT0126'JUNCTION BOX NUMBER T 23 1A, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PT0126'STREET, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 PT0126'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0078 ***********************************************************************
 OT0078  DESIGNATION -  V 130
 OT0078  PID         -  OT0078
 OT0078  STATE/COUNTY-  SD/PENNINGTON
 OT0078  COUNTRY     -  US
 OT0078  USGS QUAD   -  WALL SE (2017)
 OT0078
 OT0078                         *CURRENT SURVEY CONTROL
 OT0078  ______________________________________________________________________
 OT0078* NAD 83(1986) POSITION- 43 48 05.     (N) 102 03 30.     (W)   SCALED
 OT0078* NAVD 88 ORTHO HEIGHT -   823.700 (meters)     2702.42  (feet) ADJUSTED
 OT0078  ______________________________________________________________________
 OT0078  GEOID HEIGHT    -        -19.645 (meters)                     GEOID18
 OT0078  DYNAMIC HEIGHT  -        823.434 (meters)     2701.55  (feet) COMP
 OT0078  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OT0078
 OT0078  VERT ORDER      -  SECOND    CLASS 0
 OT0078
 OT0078.The horizontal coordinates were scaled from a map and have
 OT0078.an estimated accuracy of +/- 6 seconds.
 OT0078
 OT0078.The orthometric height was determined by differential leveling and
 OT0078.adjusted by the NATIONAL GEODETIC SURVEY
 OT0078.in June 1991.
 OT0078
 OT0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0078.GEOID18 height accuracy estimate available here.
 OT0078
 OT0078.Click photographs - Photos may exist for this station.
 OT0078
 OT0078.The dynamic height is computed by dividing the NAVD 88
 OT0078.geopotential number by the normal gravity value computed on the
 OT0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0078.degrees latitude (g = 980.6199 gals.).
 OT0078
 OT0078.The modeled gravity was interpolated from observed gravity values.
 OT0078
 OT0078;                    North         East    Units  Estimated Accuracy
 OT0078;SPC SD S     -   164,530.      461,210.      MT  (+/- 180 meters Scaled)
 OT0078
 OT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ366540(NAD 83)
 OT0078
 OT0078                          SUPERSEDED SURVEY CONTROL
 OT0078
 OT0078  NGVD 29 (??/??/92)  823.234  (m)         2700.89   (f) ADJ UNCH    2 0
 OT0078
 OT0078.Superseded values are not recommended for survey control.
 OT0078
 OT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0078.See file dsdata.pdf to determine how the superseded data were derived.
 OT0078
 OT0078_MARKER: DB = BENCH MARK DISK
 OT0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0078_STAMPING: V 130 1934
 OT0078_MARK LOGO: CGS
 OT0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0078+STABILITY: SURFACE MOTION
 OT0078
 OT0078  HISTORY     - Date     Condition        Report By
 OT0078  HISTORY     - 1934     MONUMENTED       CGS
 OT0078  HISTORY     - 1962     GOOD             CGS
 OT0078
 OT0078                          STATION DESCRIPTION
 OT0078
 OT0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0078'8.1 MI NW FROM INTERIOR.
 OT0078'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OT0078'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 4.7 MILES
 OT0078'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.6 MILE NORTHWEST
 OT0078'ALONG U.S. HIGHWAY 16A, AT THE TOP OF A LONG HILL CLIMBING OUT
 OT0078'OF THE BADLANDS, 202 FEET EAST OF THE CENTER LINE OF THE DIRT
 OT0078'ROAD LEADING NORTH, 53 FEET NORTH OF THE CENTER LINE OF THE
 OT0078'HIGHWAY, ABOUT 2 1/2 BELOW THE LEVEL OF THE HIGHWAY, 1.3 FEET
 OT0078'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 OT0078'POST PROJECTING 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1506 ***********************************************************************
 PU1506  DESIGNATION -  V 131
 PU1506  PID         -  PU1506
 PU1506  STATE/COUNTY-  SD/PENNINGTON
 PU1506  COUNTRY     -  US
 PU1506  USGS QUAD   -  BOX ELDER (2017)
 PU1506
 PU1506                         *CURRENT SURVEY CONTROL
 PU1506  ______________________________________________________________________
 PU1506* NAD 83(1986) POSITION- 44 06 34.     (N) 103 01 47.     (W)   SCALED
 PU1506* NAVD 88 ORTHO HEIGHT -   914.498 (meters)     3000.32  (feet) ADJUSTED
 PU1506  ______________________________________________________________________
 PU1506  GEOID HEIGHT    -        -16.837 (meters)                     GEOID18
 PU1506  DYNAMIC HEIGHT  -        914.204 (meters)     2999.35  (feet) COMP
 PU1506  MODELED GRAVITY -    980,265.2   (mgal)                       NAVD 88
 PU1506
 PU1506  VERT ORDER      -  SECOND    CLASS 0
 PU1506
 PU1506.The horizontal coordinates were scaled from a map and have
 PU1506.an estimated accuracy of +/- 6 seconds.
 PU1506
 PU1506.The orthometric height was determined by differential leveling and
 PU1506.adjusted by the NATIONAL GEODETIC SURVEY
 PU1506.in June 1991.
 PU1506
 PU1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1506.GEOID18 height accuracy estimate available here.
 PU1506
 PU1506.Click photographs - Photos may exist for this station.
 PU1506
 PU1506.The dynamic height is computed by dividing the NAVD 88
 PU1506.geopotential number by the normal gravity value computed on the
 PU1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1506.degrees latitude (g = 980.6199 gals.).
 PU1506
 PU1506.The modeled gravity was interpolated from observed gravity values.
 PU1506
 PU1506;                    North         East    Units  Estimated Accuracy
 PU1506;SPC SD S     -   200,820.      384,180.      MT  (+/- 180 meters Scaled)
 PU1506
 PU1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ576859(NAD 83)
 PU1506
 PU1506                          SUPERSEDED SURVEY CONTROL
 PU1506
 PU1506  NGVD 29 (??/??/92)  914.033  (m)         2998.79   (f) ADJ UNCH    2 0
 PU1506
 PU1506.Superseded values are not recommended for survey control.
 PU1506
 PU1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1506.See file dsdata.pdf to determine how the superseded data were derived.
 PU1506
 PU1506_MARKER: DB = BENCH MARK DISK
 PU1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1506_STAMPING: V 131 1962
 PU1506_MARK LOGO: CGS
 PU1506_PROJECTION: PROJECTING 3 CENTIMETERS
 PU1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1506+STABILITY: SURFACE MOTION
 PU1506
 PU1506  HISTORY     - Date     Condition        Report By
 PU1506  HISTORY     - 1962     MONUMENTED       CGS
 PU1506  HISTORY     - 1962     GOOD             CGS
 PU1506
 PU1506                          STATION DESCRIPTION
 PU1506
 PU1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1506'2 MI E FROM BOX ELDER.
 PU1506'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1506'FROM THE POST OFFICE AND STORE AT BOX ELDER, IN SECTION 27,
 PU1506'T 2 N, R 9 E, 84 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 PU1506'74 FEET EAST OF AND ACROSS THE ROAD FROM A BRACED POWER POLE,
 PU1506'75 1/2 FEET EAST OF THE 7TH TELEPHONE EAST OF MILE POST 639,
 PU1506'43 1/2 FEET SOUTH OF THE SOUTH RAIL, 43 FEET EAST OF THE CENTER
 PU1506'LINE OF A GRAVELED ROAD, 4 1/2 FEET NORTH OF A CORNER FENCE
 PU1506'POST, 1.0 FEET SOUTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW
 PU1506'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 PU1506'PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0079 ***********************************************************************
 OT0079  DESIGNATION -  V 131
 OT0079  PID         -  OT0079
 OT0079  STATE/COUNTY-  SD/PENNINGTON
 OT0079  COUNTRY     -  US
 OT0079  USGS QUAD   -  WALL SE (2017)
 OT0079
 OT0079                         *CURRENT SURVEY CONTROL
 OT0079  ______________________________________________________________________
 OT0079* NAD 83(1986) POSITION- 43 47 48.87   (N) 102 03 11.43   (W)   HD_HELD1
 OT0079* NAVD 88 ORTHO HEIGHT -   785.309 (meters)     2576.47  (feet) ADJUSTED
 OT0079  ______________________________________________________________________
 OT0079  GEOID HEIGHT    -        -19.663 (meters)                     GEOID18
 OT0079  DYNAMIC HEIGHT  -        785.055 (meters)     2575.63  (feet) COMP
 OT0079  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OT0079
 OT0079  VERT ORDER      -  SECOND    CLASS 0
 OT0079
 OT0079.The horizontal coordinates were determined by differentially corrected
 OT0079.hand held GPS observations or other comparable positioning techniques
 OT0079.and have an estimated accuracy of +/- 3 meters.
 OT0079
 OT0079.The orthometric height was determined by differential leveling and
 OT0079.adjusted by the NATIONAL GEODETIC SURVEY
 OT0079.in June 1991.
 OT0079
 OT0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0079.GEOID18 height accuracy estimate available here.
 OT0079
 OT0079.Click photographs - Photos may exist for this station.
 OT0079
 OT0079.The dynamic height is computed by dividing the NAVD 88
 OT0079.geopotential number by the normal gravity value computed on the
 OT0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0079.degrees latitude (g = 980.6199 gals.).
 OT0079
 OT0079.The modeled gravity was interpolated from observed gravity values.
 OT0079
 OT0079;                    North         East    Units  Estimated Accuracy
 OT0079;SPC SD S     -   164,024.0     461,610.5     MT  (+/- 3 meters HH1 GPS) 
 OT0079
 OT0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3706853537(NAD 83)
 OT0079
 OT0079                          SUPERSEDED SURVEY CONTROL
 OT0079
 OT0079  NGVD 29 (??/??/92)  784.840  (m)         2574.93   (f) ADJ UNCH    2 0
 OT0079
 OT0079.Superseded values are not recommended for survey control.
 OT0079
 OT0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0079.See file dsdata.pdf to determine how the superseded data were derived.
 OT0079
 OT0079_MARKER: DD = SURVEY DISK
 OT0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0079_STAMPING: V 131 1940 2574.92
 OT0079_MARK LOGO: NPS
 OT0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0079+STABILITY: SURFACE MOTION
 OT0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0079+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 OT0079
 OT0079  HISTORY     - Date     Condition        Report By
 OT0079  HISTORY     - 1940     MONUMENTED       NPS
 OT0079  HISTORY     - 1962     GOOD             CGS
 OT0079  HISTORY     - 20060719 GOOD             GEOCAC
 OT0079  HISTORY     - 20071022 GOOD             GEOCAC
 OT0079
 OT0079                          STATION DESCRIPTION
 OT0079
 OT0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0079'7.6 MI NW FROM INTERIOR.
 OT0079'ABOUT 0.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OT0079'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, THENCE 4.7 MILES
 OT0079'NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE NORTHWEST
 OT0079'ALONG U.S. HIGHWAY 16A, ABOUT 400 FEET SOUTH OF THE CENTER OF A
 OT0079'DEEP GULLY, 110 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OT0079'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 15 FEET
 OT0079'WEST OF THE TOP OF A SMALL BALD MOUND, AT THE FOOT OF A LONG
 OT0079'HILL, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE
 OT0079'TOP OF A CONCRETE POST PROJECTING 10-INCHES.
 OT0079
 OT0079                          STATION RECOVERY (2006)
 OT0079
 OT0079'RECOVERY NOTE BY GEOCACHING 2006 (AAM)
 OT0079'FOUND WHILE EXPLORING THE BADLANDS. MARK IS IN GOOD SHAPE ALTHOUGH IT
 OT0079'IS INTERESTING TO SEE THE INCHES OF EROSION THAT HAS OCCURRED SINCE IT
 OT0079'WAS PLACED. I TOOK 2 PHOTOS OF MARK, IF NEEDED.
 OT0079
 OT0079                          STATION RECOVERY (2007)
 OT0079
 OT0079'RECOVERY NOTE BY GEOCACHING 2007 (RCF)
 OT0079'THE WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0192 ***********************************************************************
 OT0192  DESIGNATION -  V 132
 OT0192  PID         -  OT0192
 OT0192  STATE/COUNTY-  SD/SHANNON
 OT0192  COUNTRY     -  US
 OT0192  USGS QUAD   -  EVERGREEN SW (2017)
 OT0192
 OT0192                         *CURRENT SURVEY CONTROL
 OT0192  ______________________________________________________________________
 OT0192* NAD 83(1986) POSITION- 43 19 47.     (N) 102 28 20.     (W)   SCALED
 OT0192* NAVD 88 ORTHO HEIGHT -   881.453 (meters)     2891.90  (feet) ADJUSTED
 OT0192  ______________________________________________________________________
 OT0192  GEOID HEIGHT    -        -18.336 (meters)                     GEOID18
 OT0192  DYNAMIC HEIGHT  -        881.113 (meters)     2890.78  (feet) COMP
 OT0192  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 OT0192
 OT0192  VERT ORDER      -  SECOND    CLASS 0
 OT0192
 OT0192.The horizontal coordinates were scaled from a map and have
 OT0192.an estimated accuracy of +/- 6 seconds.
 OT0192
 OT0192.The orthometric height was determined by differential leveling and
 OT0192.adjusted by the NATIONAL GEODETIC SURVEY
 OT0192.in June 1991.
 OT0192
 OT0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0192.GEOID18 height accuracy estimate available here.
 OT0192
 OT0192.Click photographs - Photos may exist for this station.
 OT0192
 OT0192.The dynamic height is computed by dividing the NAVD 88
 OT0192.geopotential number by the normal gravity value computed on the
 OT0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0192.degrees latitude (g = 980.6199 gals.).
 OT0192
 OT0192.The modeled gravity was interpolated from observed gravity values.
 OT0192
 OT0192;                    North         East    Units  Estimated Accuracy
 OT0192;SPC SD S     -   112,920.      426,560.      MT  (+/- 180 meters Scaled)
 OT0192
 OT0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ049005(NAD 83)
 OT0192
 OT0192                          SUPERSEDED SURVEY CONTROL
 OT0192
 OT0192  NGVD 29 (??/??/92)  880.994  (m)         2890.39   (f) ADJ UNCH    2 0
 OT0192
 OT0192.Superseded values are not recommended for survey control.
 OT0192
 OT0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0192.See file dsdata.pdf to determine how the superseded data were derived.
 OT0192
 OT0192_MARKER: DB = BENCH MARK DISK
 OT0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0192_STAMPING: V 132 1934
 OT0192_MARK LOGO: CGS
 OT0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0192+STABILITY: SURFACE MOTION
 OT0192
 OT0192  HISTORY     - Date     Condition        Report By
 OT0192  HISTORY     - 1934     MONUMENTED       CGS
 OT0192  HISTORY     - 1948     GOOD             CGS
 OT0192
 OT0192                          STATION DESCRIPTION
 OT0192
 OT0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OT0192'7.4 MI N FROM MANDERSON.
 OT0192'7.4 MILES NORTH ALONG THE ROAD LEADING TO SCENIC FROM MANDERSON,
 OT0192'SHANNON COUNTY, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 OT0192'2.5 FEET SOUTHWEST OF THE CORNER POST IN A SECTION-LINE FENCE.
 OT0192'A STANDARD DISK, STAMPED V 132 1934 AND SET IN THE TOP OF A
 OT0192'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0389 ***********************************************************************
 OT0389  DESIGNATION -  V 133
 OT0389  PID         -  OT0389
 OT0389  STATE/COUNTY-  SD/FALL RIVER
 OT0389  COUNTRY     -  US
 OT0389  USGS QUAD   -  BUFFALO GAP (2017)
 OT0389
 OT0389                         *CURRENT SURVEY CONTROL
 OT0389  ______________________________________________________________________
 OT0389* NAD 83(1986) POSITION- 43 24 23.     (N) 103 16 03.     (W)   SCALED
 OT0389* NAVD 88 ORTHO HEIGHT -   902.599 (meters)     2961.28  (feet) ADJUSTED
 OT0389  ______________________________________________________________________
 OT0389  GEOID HEIGHT    -        -16.532 (meters)                     GEOID18
 OT0389  DYNAMIC HEIGHT  -        902.235 (meters)     2960.08  (feet) COMP
 OT0389  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 OT0389
 OT0389  VERT ORDER      -  SECOND    CLASS 0
 OT0389
 OT0389.The horizontal coordinates were scaled from a map and have
 OT0389.an estimated accuracy of +/- 6 seconds.
 OT0389
 OT0389.The orthometric height was determined by differential leveling and
 OT0389.adjusted by the NATIONAL GEODETIC SURVEY
 OT0389.in June 1991.
 OT0389
 OT0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0389.GEOID18 height accuracy estimate available here.
 OT0389
 OT0389.Click photographs - Photos may exist for this station.
 OT0389
 OT0389.The dynamic height is computed by dividing the NAVD 88
 OT0389.geopotential number by the normal gravity value computed on the
 OT0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0389.degrees latitude (g = 980.6199 gals.).
 OT0389
 OT0389.The modeled gravity was interpolated from observed gravity values.
 OT0389
 OT0389;                    North         East    Units  Estimated Accuracy
 OT0389;SPC SD S     -   123,400.      362,400.      MT  (+/- 180 meters Scaled)
 OT0389
 OT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ402074(NAD 83)
 OT0389
 OT0389                          SUPERSEDED SURVEY CONTROL
 OT0389
 OT0389  NGVD 29 (??/??/92)  902.147  (m)         2959.79   (f) ADJ UNCH    2 0
 OT0389
 OT0389.Superseded values are not recommended for survey control.
 OT0389
 OT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0389.See file dsdata.pdf to determine how the superseded data were derived.
 OT0389
 OT0389_MARKER: DB = BENCH MARK DISK
 OT0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0389_STAMPING: V 133 1934
 OT0389_MARK LOGO: CGS
 OT0389_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0389+STABILITY: SURFACE MOTION
 OT0389
 OT0389  HISTORY     - Date     Condition        Report By
 OT0389  HISTORY     - 1934     MONUMENTED       CGS
 OT0389  HISTORY     - 1941     GOOD             CGS
 OT0389
 OT0389                          STATION DESCRIPTION
 OT0389
 OT0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0389'AT ORAL.
 OT0389'AT ORAL, FALL RIVER COUNTY, 210 YARDS NORTH OF THE CHICAGO AND
 OT0389'NORTH WESTERN RAILWAY STATION, 49.2 FEET EAST OF THE EAST RAIL
 OT0389'OF THE MAIN TRACK, 18.1 FEET WEST OF A POLE, AND 4.8 FEET EAST
 OT0389'OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED V 133 1934 AND
 OT0389'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OT0389'GROUND.
 OT0389
 OT0389                          STATION RECOVERY (1941)
 OT0389
 OT0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OT0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0218 ***********************************************************************
 OT0218  DESIGNATION -  V 134
 OT0218  PID         -  OT0218
 OT0218  STATE/COUNTY-  SD/SHANNON
 OT0218  COUNTRY     -  US
 OT0218  USGS QUAD   -  PINE RIDGE (2017)
 OT0218
 OT0218                         *CURRENT SURVEY CONTROL
 OT0218  ______________________________________________________________________
 OT0218* NAD 83(1986) POSITION- 43 01 38.     (N) 102 30 53.     (W)   SCALED
 OT0218* NAVD 88 ORTHO HEIGHT -  1004.009 (meters)     3293.99  (feet) ADJUSTED
 OT0218  ______________________________________________________________________
 OT0218  GEOID HEIGHT    -        -18.169 (meters)                     GEOID18
 OT0218  DYNAMIC HEIGHT  -       1003.556 (meters)     3292.50  (feet) COMP
 OT0218  MODELED GRAVITY -    980,134.9   (mgal)                       NAVD 88
 OT0218
 OT0218  VERT ORDER      -  SECOND    CLASS 0
 OT0218
 OT0218.The horizontal coordinates were scaled from a map and have
 OT0218.an estimated accuracy of +/- 6 seconds.
 OT0218
 OT0218.The orthometric height was determined by differential leveling and
 OT0218.adjusted by the NATIONAL GEODETIC SURVEY
 OT0218.in June 1991.
 OT0218
 OT0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0218.GEOID18 height accuracy estimate available here.
 OT0218
 OT0218.Click photographs - Photos may exist for this station.
 OT0218
 OT0218.The dynamic height is computed by dividing the NAVD 88
 OT0218.geopotential number by the normal gravity value computed on the
 OT0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0218.degrees latitude (g = 980.6199 gals.).
 OT0218
 OT0218.The modeled gravity was interpolated from observed gravity values.
 OT0218
 OT0218;                    North         East    Units  Estimated Accuracy
 OT0218;SPC SD S     -    79,420.      422,230.      MT  (+/- 180 meters Scaled)
 OT0218
 OT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH024668(NAD 83)
 OT0218
 OT0218                          SUPERSEDED SURVEY CONTROL
 OT0218
 OT0218  NGVD 29 (??/??/92) 1003.502  (m)         3292.32   (f) ADJ UNCH    2 0
 OT0218
 OT0218.Superseded values are not recommended for survey control.
 OT0218
 OT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0218.See file dsdata.pdf to determine how the superseded data were derived.
 OT0218
 OT0218_MARKER: DB = BENCH MARK DISK
 OT0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0218_STAMPING: V 134 1934
 OT0218_MARK LOGO: CGS
 OT0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0218+STABILITY: SURFACE MOTION
 OT0218
 OT0218  HISTORY     - Date     Condition        Report By
 OT0218  HISTORY     - 1934     MONUMENTED       CGS
 OT0218  HISTORY     - 1966     MARK NOT FOUND   CGS
 OT0218  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0218
 OT0218                          STATION DESCRIPTION
 OT0218
 OT0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0218'2.1 MI E FROM PINE RIDGE.
 OT0218'2.1 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE INDIAN AGENCY AT
 OT0218'PINE RIDGE, SHANNON COUNTY, 40 FEET SOUTH OF THE CENTERLINE OF
 OT0218'THE HIGHWAY, 52 FEET EAST OF A WIRE FENCE LEADING SOUTH, AND 1
 OT0218'FOOT NORTH OF A FENCE LINE PARALLELING THE HIGHWAY.  A STANDARD
 OT0218'DISK, STAMPED V 134 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0218'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- HIGHWAY REALIGNED.
 OT0218
 OT0218                          STATION RECOVERY (1966)
 OT0218
 OT0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 OT0218'MARK NOT FOUND.
 OT0218
 OT0218                          STATION RECOVERY (1993)
 OT0218
 OT0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0425 ***********************************************************************
 OT0425  DESIGNATION -  V 135
 OT0425  PID         -  OT0425
 OT0425  STATE/COUNTY-  SD/FALL RIVER
 OT0425  COUNTRY     -  US
 OT0425  USGS QUAD   -  OELRICHS (2017)
 OT0425
 OT0425                         *CURRENT SURVEY CONTROL
 OT0425  ______________________________________________________________________
 OT0425* NAD 83(1986) POSITION- 43 11 08.     (N) 103 11 21.     (W)   SCALED
 OT0425* NAVD 88 ORTHO HEIGHT -  1037.132 (meters)     3402.66  (feet) ADJUSTED
 OT0425  ______________________________________________________________________
 OT0425  GEOID HEIGHT    -        -17.075 (meters)                     GEOID18
 OT0425  DYNAMIC HEIGHT  -       1036.676 (meters)     3401.16  (feet) COMP
 OT0425  MODELED GRAVITY -    980,144.8   (mgal)                       NAVD 88
 OT0425
 OT0425  VERT ORDER      -  SECOND    CLASS 0
 OT0425
 OT0425.The horizontal coordinates were scaled from a map and have
 OT0425.an estimated accuracy of +/- 6 seconds.
 OT0425
 OT0425.The orthometric height was determined by differential leveling and
 OT0425.adjusted by the NATIONAL GEODETIC SURVEY
 OT0425.in June 1991.
 OT0425
 OT0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0425.GEOID18 height accuracy estimate available here.
 OT0425
 OT0425.Click photographs - Photos may exist for this station.
 OT0425
 OT0425.The dynamic height is computed by dividing the NAVD 88
 OT0425.geopotential number by the normal gravity value computed on the
 OT0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0425.degrees latitude (g = 980.6199 gals.).
 OT0425
 OT0425.The modeled gravity was interpolated from observed gravity values.
 OT0425
 OT0425;                    North         East    Units  Estimated Accuracy
 OT0425;SPC SD S     -    98,670.      367,900.      MT  (+/- 180 meters Scaled)
 OT0425
 OT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH471830(NAD 83)
 OT0425
 OT0425                          SUPERSEDED SURVEY CONTROL
 OT0425
 OT0425  NGVD 29 (??/??/92) 1036.600  (m)         3400.91   (f) ADJ UNCH    2 0
 OT0425
 OT0425.Superseded values are not recommended for survey control.
 OT0425
 OT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0425.See file dsdata.pdf to determine how the superseded data were derived.
 OT0425
 OT0425_MARKER: DB = BENCH MARK DISK
 OT0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0425_STAMPING: V 135 1934
 OT0425_MARK LOGO: CGS
 OT0425_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0425+STABILITY: SURFACE MOTION
 OT0425
 OT0425  HISTORY     - Date     Condition        Report By
 OT0425  HISTORY     - 1934     MONUMENTED       CGS
 OT0425  HISTORY     - 19930919 MARK NOT FOUND   NGS
 OT0425
 OT0425                          STATION DESCRIPTION
 OT0425
 OT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0425'2.3 MI E FROM OELRICHS.
 OT0425'2.3 MILES EAST ALONG STATE HIGHWAY 52 FROM THE CHICAGO AND NORTH
 OT0425'WESTERN RAILWAY STATION AT OELRICHS, FALL RIVER COUNTY, 1.9 MILES
 OT0425'EAST OF THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 OT0425'34 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 FEET
 OT0425'NORTH OF A FENCE ALONG THE LINE OF THE HIGHWAY.  A STANDARD
 OT0425'DISK, STAMPED V 135 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0425'PROJECTING 2 INCHES ABOVE GROUND.
 OT0425
 OT0425                          STATION RECOVERY (1993)
 OT0425
 OT0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0174 ***********************************************************************
 OS0174  DESIGNATION -  V 136
 OS0174  PID         -  OS0174
 OS0174  STATE/COUNTY-  SD/TODD
 OS0174  COUNTRY     -  US
 OS0174  USGS QUAD   -  SOLDIER CREEK (2017)
 OS0174
 OS0174                         *CURRENT SURVEY CONTROL
 OS0174  ______________________________________________________________________
 OS0174* NAD 83(1986) POSITION- 43 15 44.     (N) 100 55 01.     (W)   SCALED
 OS0174* NAVD 88 ORTHO HEIGHT -   735.201 (meters)     2412.07  (feet) ADJUSTED
 OS0174  ______________________________________________________________________
 OS0174  GEOID HEIGHT    -        -22.288 (meters)                     GEOID18
 OS0174  DYNAMIC HEIGHT  -        734.915 (meters)     2411.13  (feet) COMP
 OS0174  MODELED GRAVITY -    980,208.5   (mgal)                       NAVD 88
 OS0174
 OS0174  VERT ORDER      -  SECOND    CLASS 0
 OS0174
 OS0174.The horizontal coordinates were scaled from a map and have
 OS0174.an estimated accuracy of +/- 6 seconds.
 OS0174
 OS0174.The orthometric height was determined by differential leveling and
 OS0174.adjusted by the NATIONAL GEODETIC SURVEY
 OS0174.in June 1991.
 OS0174
 OS0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0174.GEOID18 height accuracy estimate available here.
 OS0174
 OS0174.Click photographs - Photos may exist for this station.
 OS0174
 OS0174.The dynamic height is computed by dividing the NAVD 88
 OS0174.geopotential number by the normal gravity value computed on the
 OS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0174.degrees latitude (g = 980.6199 gals.).
 OS0174
 OS0174.The modeled gravity was interpolated from observed gravity values.
 OS0174
 OS0174;                    North         East    Units  Estimated Accuracy
 OS0174;SPC SD S     -   103,360.      552,620.      MT  (+/- 180 meters Scaled)
 OS0174
 OS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN444917(NAD 83)
 OS0174
 OS0174                          SUPERSEDED SURVEY CONTROL
 OS0174
 OS0174  NGVD 29 (??/??/92)  734.809  (m)         2410.79   (f) ADJ UNCH    2 0
 OS0174
 OS0174.Superseded values are not recommended for survey control.
 OS0174
 OS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0174.See file dsdata.pdf to determine how the superseded data were derived.
 OS0174
 OS0174_MARKER: DB = BENCH MARK DISK
 OS0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0174_STAMPING: V 136 1934
 OS0174_MARK LOGO: CGS
 OS0174_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0174+STABILITY: SURFACE MOTION
 OS0174
 OS0174  HISTORY     - Date     Condition        Report By
 OS0174  HISTORY     - 1934     MONUMENTED       CGS
 OS0174  HISTORY     - 1969     MARK NOT FOUND   USGS
 OS0174
 OS0174                          STATION DESCRIPTION
 OS0174
 OS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0174'4 MI W FROM ROSEBUD.
 OS0174'ABOUT 4 MILES WEST ALONG U.S. HIGHWAY 18 FROM ROSEBUD, TODD
 OS0174'COUNTY, ABOUT 130 YARDS EAST OF THE CONCRETE BRIDGE OVER
 OS0174'LITTLE WHITE RIVER, 42 FEET SOUTH OF THE CENTER LINE OF THE
 OS0174'HIGHWAY, AND 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 OS0174'TO THE ROSEBUD-IECW CAMP 1.  A STANDARD DISK, STAMPED V 136
 OS0174'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OS0174'3 INCHES ABOVE GROUND.
 OS0174
 OS0174                          STATION RECOVERY (1969)
 OS0174
 OS0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OS0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0053 ***********************************************************************
 OS0053  DESIGNATION -  V 137
 OS0053  PID         -  OS0053
 OS0053  STATE/COUNTY-  SD/TRIPP
 OS0053  COUNTRY     -  US
 OS0053  USGS QUAD   -  CARTER (2017)
 OS0053
 OS0053                         *CURRENT SURVEY CONTROL
 OS0053  ______________________________________________________________________
 OS0053* NAD 83(1986) POSITION- 43 27 41.     (N) 100 09 57.     (W)   SCALED
 OS0053* NAVD 88 ORTHO HEIGHT -   608.334 (meters)     1995.84  (feet) ADJUSTED
 OS0053  ______________________________________________________________________
 OS0053  GEOID HEIGHT    -        -24.981 (meters)                     GEOID18
 OS0053  DYNAMIC HEIGHT  -        608.118 (meters)     1995.13  (feet) COMP
 OS0053  MODELED GRAVITY -    980,246.0   (mgal)                       NAVD 88
 OS0053
 OS0053  VERT ORDER      -  SECOND    CLASS 0
 OS0053
 OS0053.The horizontal coordinates were scaled from a map and have
 OS0053.an estimated accuracy of +/- 6 seconds.
 OS0053
 OS0053.The orthometric height was determined by differential leveling and
 OS0053.adjusted by the NATIONAL GEODETIC SURVEY
 OS0053.in June 1991.
 OS0053
 OS0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0053.GEOID18 height accuracy estimate available here.
 OS0053
 OS0053.Click photographs - Photos may exist for this station.
 OS0053
 OS0053.The dynamic height is computed by dividing the NAVD 88
 OS0053.geopotential number by the normal gravity value computed on the
 OS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0053.degrees latitude (g = 980.6199 gals.).
 OS0053
 OS0053.The modeled gravity was interpolated from observed gravity values.
 OS0053
 OS0053;                    North         East    Units  Estimated Accuracy
 OS0053;SPC SD S     -   125,330.      613,550.      MT  (+/- 180 meters Scaled)
 OS0053
 OS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP056127(NAD 83)
 OS0053
 OS0053                          SUPERSEDED SURVEY CONTROL
 OS0053
 OS0053  NGVD 29 (??/??/92)  607.962  (m)         1994.62   (f) ADJ UNCH    2 0
 OS0053
 OS0053.Superseded values are not recommended for survey control.
 OS0053
 OS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0053.See file dsdata.pdf to determine how the superseded data were derived.
 OS0053
 OS0053_MARKER: DB = BENCH MARK DISK
 OS0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0053_STAMPING: V 137 1934
 OS0053_MARK LOGO: CGS
 OS0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0053+STABILITY: SURFACE MOTION
 OS0053
 OS0053  HISTORY     - Date     Condition        Report By
 OS0053  HISTORY     - 1934     MONUMENTED       CGS
 OS0053  HISTORY     - 1946     GOOD             CGS
 OS0053  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0053
 OS0053                          STATION DESCRIPTION
 OS0053
 OS0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0053'4.8 MI NW FROM WITTEN.
 OS0053'LOCATED 4.8 MILES NORTHWEST OF THE STATION ALONG CHICAGO AND
 OS0053'NORTH WESTERN RWY.  AT WITTEN, 190 YARDS EAST OF M.P. 192, 45
 OS0053'FEET EAST OF CENTERLINE OF A GRADED COUNTY ROAD CROSSING THE
 OS0053'TRACKS, 44.7 FEET NORTH OF NORTH RAIL OF TRACK, 8 FEET EAST OF
 OS0053'CORNER AND 3 FEET SOUTH OF R/W FENCE.  STANDARD TABLET SET IN
 OS0053'TOP OF CONCRETE POST 8 IN HIGH, STAMPED V 137 1934.
 OS0053
 OS0053                          STATION RECOVERY (1946)
 OS0053
 OS0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OS0053'RECOVERED IN GOOD CONDITION.
 OS0053
 OS0053                          STATION RECOVERY (1977)
 OS0053
 OS0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0727 ***********************************************************************
 OR0727  DESIGNATION -  V 138
 OR0727  PID         -  OR0727
 OR0727  STATE/COUNTY-  SD/GREGORY
 OR0727  COUNTRY     -  US
 OR0727  USGS QUAD   -  DALLAS (2017)
 OR0727
 OR0727                         *CURRENT SURVEY CONTROL
 OR0727  ______________________________________________________________________
 OR0727* NAD 83(1986) POSITION- 43 14 23.     (N) 099 30 56.     (W)   SCALED
 OR0727* NAVD 88 ORTHO HEIGHT -   669.171 (meters)     2195.44  (feet) ADJUSTED
 OR0727  ______________________________________________________________________
 OR0727  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 OR0727  DYNAMIC HEIGHT  -        668.918 (meters)     2194.61  (feet) COMP
 OR0727  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 OR0727
 OR0727  VERT ORDER      -  SECOND    CLASS 0
 OR0727
 OR0727.The horizontal coordinates were scaled from a map and have
 OR0727.an estimated accuracy of +/- 6 seconds.
 OR0727
 OR0727.The orthometric height was determined by differential leveling and
 OR0727.adjusted by the NATIONAL GEODETIC SURVEY
 OR0727.in June 1991.
 OR0727
 OR0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0727.GEOID18 height accuracy estimate available here.
 OR0727
 OR0727.Click photographs - Photos may exist for this station.
 OR0727
 OR0727.The dynamic height is computed by dividing the NAVD 88
 OR0727.geopotential number by the normal gravity value computed on the
 OR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0727.degrees latitude (g = 980.6199 gals.).
 OR0727
 OR0727.The modeled gravity was interpolated from observed gravity values.
 OR0727
 OR0727;                    North         East    Units  Estimated Accuracy
 OR0727;SPC SD S     -   101,020.      666,420.      MT  (+/- 180 meters Scaled)
 OR0727
 OR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN581875(NAD 83)
 OR0727
 OR0727                          SUPERSEDED SURVEY CONTROL
 OR0727
 OR0727  NGVD 29 (??/??/92)  668.822  (m)         2194.29   (f) ADJ UNCH    2 0
 OR0727
 OR0727.Superseded values are not recommended for survey control.
 OR0727
 OR0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0727.See file dsdata.pdf to determine how the superseded data were derived.
 OR0727
 OR0727_MARKER: DB = BENCH MARK DISK
 OR0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0727_STAMPING: V 138 1934
 OR0727_MARK LOGO: CGS
 OR0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0727+STABILITY: SURFACE MOTION
 OR0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0727+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0727
 OR0727  HISTORY     - Date     Condition        Report By
 OR0727  HISTORY     - 1934     MONUMENTED       CGS
 OR0727  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0727  HISTORY     - 19870708 SEE DESCRIPTION  NGS
 OR0727  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0727
 OR0727                          STATION DESCRIPTION
 OR0727
 OR0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0727'AT DALLAS.
 OR0727'AT DALLAS, GREGORY COUNTY, 89.3 FEET SOUTHWEST OF THE SOUTHWEST
 OR0727'CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 92.7
 OR0727'FEET SOUTH OF THE SOUTH RAIL, 62 FEET EAST OF THE CENTER LINE
 OR0727'OF A NORTH-AND-SOUTH STREET, 4.4 FEET NORTH OF THE RIGHT-OF-WAY
 OR0727'FENCE, AND 2 FEET SOUTH OF A ROW OF POLES.  A STANDARD DISK,
 OR0727'STAMPED V 138 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0727'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OR0727
 OR0727                          STATION RECOVERY (1971)
 OR0727
 OR0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0727'MARK NOT FOUND.
 OR0727
 OR0727                          STATION RECOVERY (1987)
 OR0727
 OR0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0727'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OR0727
 OR0727                          STATION RECOVERY (1993)
 OR0727
 OR0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0727'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0012 ***********************************************************************
 OS0012  DESIGNATION -  V 139
 OS0012  PID         -  OS0012
 OS0012  STATE/COUNTY-  SD/TRIPP
 OS0012  COUNTRY     -  US
 OS0012  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0012
 OS0012                         *CURRENT SURVEY CONTROL
 OS0012  ______________________________________________________________________
 OS0012* NAD 83(1986) POSITION- 43 31 44.     (N) 100 02 28.     (W)   SCALED
 OS0012* NAVD 88 ORTHO HEIGHT -   572.456 (meters)     1878.13  (feet) ADJUSTED
 OS0012  ______________________________________________________________________
 OS0012  GEOID HEIGHT    -        -25.405 (meters)                     GEOID18
 OS0012  DYNAMIC HEIGHT  -        572.256 (meters)     1877.48  (feet) COMP
 OS0012  MODELED GRAVITY -    980,253.6   (mgal)                       NAVD 88
 OS0012
 OS0012  VERT ORDER      -  SECOND    CLASS 0
 OS0012
 OS0012.The horizontal coordinates were scaled from a map and have
 OS0012.an estimated accuracy of +/- 6 seconds.
 OS0012
 OS0012.The orthometric height was determined by differential leveling and
 OS0012.adjusted by the NATIONAL GEODETIC SURVEY
 OS0012.in June 1991.
 OS0012
 OS0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0012.GEOID18 height accuracy estimate available here.
 OS0012
 OS0012.Click photographs - Photos may exist for this station.
 OS0012
 OS0012.The dynamic height is computed by dividing the NAVD 88
 OS0012.geopotential number by the normal gravity value computed on the
 OS0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0012.degrees latitude (g = 980.6199 gals.).
 OS0012
 OS0012.The modeled gravity was interpolated from observed gravity values.
 OS0012
 OS0012;                    North         East    Units  Estimated Accuracy
 OS0012;SPC SD S     -   132,860.      623,620.      MT  (+/- 180 meters Scaled)
 OS0012
 OS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP158200(NAD 83)
 OS0012
 OS0012                          SUPERSEDED SURVEY CONTROL
 OS0012
 OS0012  NGVD 29 (??/??/92)  572.071  (m)         1876.87   (f) ADJ UNCH    2 0
 OS0012
 OS0012.Superseded values are not recommended for survey control.
 OS0012
 OS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0012.See file dsdata.pdf to determine how the superseded data were derived.
 OS0012
 OS0012_MARKER: DB = BENCH MARK DISK
 OS0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0012_STAMPING: V 139 1934
 OS0012_MARK LOGO: CGS
 OS0012_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0012+STABILITY: SURFACE MOTION
 OS0012
 OS0012  HISTORY     - Date     Condition        Report By
 OS0012  HISTORY     - 1934     MONUMENTED       CGS
 OS0012  HISTORY     - 1940     GOOD             CGS
 OS0012  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0012
 OS0012                          STATION DESCRIPTION
 OS0012
 OS0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0012'19 MI NW FROM WINNER.
 OS0012'ABOUT 8 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY
 OS0012'COURTHOUSE AT WINNER, TRIPP COUNTY, THENCE ABOUT 11 MILES NORTH
 OS0012'ALONG U.S. HIGHWAY 183, ABOUT 4 MILES NORTH OF THE JUNCTION
 OS0012'WITH STATE HIGHWAY 40, AT A SECTION-LINE ROAD CROSSING, 55 FEET
 OS0012'EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTH OF THE
 OS0012'CENTER LINE OF THE ROAD, 19.5 FEET EAST OF A RIGHT-OF-WAY FENCE
 OS0012'CORNER, 1 FOOT SOUTH OF THE FENCE, AND 0.5 FOOT NORTH OF A WHITE
 OS0012'REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 OS0012'V 139 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0012'ABOUT 6 INCHES ABOVE GROUND.
 OS0012
 OS0012                          STATION RECOVERY (1940)
 OS0012
 OS0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0012'RECOVERED IN GOOD CONDITION.
 OS0012
 OS0012                          STATION RECOVERY (1977)
 OS0012
 OS0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0005 ***********************************************************************
 PT0005  DESIGNATION -  V 14
 PT0005  PID         -  PT0005
 PT0005  STATE/COUNTY-  SD/SULLY
 PT0005  COUNTRY     -  US
 PT0005  USGS QUAD   -  ONIDA (2017)
 PT0005
 PT0005                         *CURRENT SURVEY CONTROL
 PT0005  ______________________________________________________________________
 PT0005* NAD 83(1986) POSITION- 44 41 04.     (N) 100 03 35.     (W)   SCALED
 PT0005* NAVD 88 ORTHO HEIGHT -   576.749 (meters)     1892.22  (feet) ADJUSTED
 PT0005  ______________________________________________________________________
 PT0005  GEOID HEIGHT    -        -23.066 (meters)                     GEOID18
 PT0005  DYNAMIC HEIGHT  -        576.645 (meters)     1891.88  (feet) COMP
 PT0005  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 PT0005
 PT0005  VERT ORDER      -  FIRST     CLASS II
 PT0005
 PT0005.The horizontal coordinates were scaled from a map and have
 PT0005.an estimated accuracy of +/- 6 seconds.
 PT0005
 PT0005.The orthometric height was determined by differential leveling and
 PT0005.adjusted by the NATIONAL GEODETIC SURVEY
 PT0005.in June 1991.
 PT0005
 PT0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0005.GEOID18 height accuracy estimate available here.
 PT0005
 PT0005.Click photographs - Photos may exist for this station.
 PT0005
 PT0005.The dynamic height is computed by dividing the NAVD 88
 PT0005.geopotential number by the normal gravity value computed on the
 PT0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0005.degrees latitude (g = 980.6199 gals.).
 PT0005
 PT0005.The modeled gravity was interpolated from observed gravity values.
 PT0005
 PT0005;                    North         East    Units  Estimated Accuracy
 PT0005;SPC SD N     -    94,580.      595,270.      MT  (+/- 180 meters Scaled)
 PT0005
 PT0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ160484(NAD 83)
 PT0005
 PT0005                          SUPERSEDED SURVEY CONTROL
 PT0005
 PT0005  NGVD 29 (??/??/92)  576.382  (m)         1891.01   (f) ADJ UNCH    1 2
 PT0005
 PT0005.Superseded values are not recommended for survey control.
 PT0005
 PT0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0005.See file dsdata.pdf to determine how the superseded data were derived.
 PT0005
 PT0005_MARKER: DB = BENCH MARK DISK
 PT0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0005_STAMPING: 1891.013 V 14 1926
 PT0005_MARK LOGO: CGS
 PT0005_PROJECTION: FLUSH
 PT0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0005+STABILITY: SURFACE MOTION
 PT0005
 PT0005  HISTORY     - Date     Condition        Report By
 PT0005  HISTORY     - 1926     MONUMENTED       CGS
 PT0005  HISTORY     - 1964     GOOD             USGS
 PT0005
 PT0005                          STATION DESCRIPTION
 PT0005
 PT0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0005'1.5 MI S FROM ONIDA.
 PT0005'1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0005'FROM ONIDA, SULLY COUNTY, AT THE CROSSING OF STATE HIGHWAY
 PT0005'83, 44 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 12.5
 PT0005'FEET SOUTHEAST OF THE FIRST POLE NORTHEAST OF THE CROSSING,
 PT0005'6 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, AND 4
 PT0005'FEET EAST OF THE EAST HIGHWAY FENCE.  A STANDARD DISK, STAMPED
 PT0005'1891.013 V 14 1926 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 PT0005'FLUSH WITH THE GROUND.  NEAR THE 1/4 COR. BETWEEN SECS. 13
 PT0005'AND 14, T 114 N., R. 77 W.
 PT0005
 PT0005                          STATION RECOVERY (1964)
 PT0005
 PT0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0462 ***********************************************************************
 OR0462  DESIGNATION -  V 140
 OR0462  PID         -  OR0462
 OR0462  STATE/COUNTY-  SD/LYMAN
 OR0462  COUNTRY     -  US
 OR0462  USGS QUAD   -  IONA NW (2017)
 OR0462
 OR0462                         *CURRENT SURVEY CONTROL
 OR0462  ______________________________________________________________________
 OR0462* NAD 83(1986) POSITION- 43 41 16.44   (N) 099 28 43.78   (W)   HD_HELD1
 OR0462* NAVD 88 ORTHO HEIGHT -   407.675 (meters)     1337.51  (feet) ADJUSTED
 OR0462  ______________________________________________________________________
 OR0462  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 OR0462  DYNAMIC HEIGHT  -        407.552 (meters)     1337.11  (feet) COMP
 OR0462  MODELED GRAVITY -    980,308.0   (mgal)                       NAVD 88
 OR0462
 OR0462  VERT ORDER      -  SECOND    CLASS 0
 OR0462
 OR0462.The horizontal coordinates were determined by differentially corrected
 OR0462.hand held GPS observations or other comparable positioning techniques
 OR0462.and have an estimated accuracy of +/- 3 meters.
 OR0462
 OR0462.The orthometric height was determined by differential leveling and
 OR0462.adjusted by the NATIONAL GEODETIC SURVEY
 OR0462.in June 1991.
 OR0462
 OR0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0462.GEOID18 height accuracy estimate available here.
 OR0462
 OR0462.Click photographs - Photos may exist for this station.
 OR0462
 OR0462.The dynamic height is computed by dividing the NAVD 88
 OR0462.geopotential number by the normal gravity value computed on the
 OR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0462.degrees latitude (g = 980.6199 gals.).
 OR0462
 OR0462.The modeled gravity was interpolated from observed gravity values.
 OR0462
 OR0462;                    North         East    Units  Estimated Accuracy
 OR0462;SPC SD S     -   150,835.0     668,887.3     MT  (+/- 3 meters HH1 GPS) 
 OR0462
 OR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6140937320(NAD 83)
 OR0462
 OR0462                          SUPERSEDED SURVEY CONTROL
 OR0462
 OR0462  NGVD 29 (??/??/92)  407.342  (m)         1336.42   (f) ADJ UNCH    2 0
 OR0462
 OR0462.Superseded values are not recommended for survey control.
 OR0462
 OR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0462.See file dsdata.pdf to determine how the superseded data were derived.
 OR0462
 OR0462_MARKER: DB = BENCH MARK DISK
 OR0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0462_STAMPING: V 140 1934
 OR0462_MARK LOGO: CGS
 OR0462_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0462+STABILITY: SURFACE MOTION
 OR0462
 OR0462  HISTORY     - Date     Condition        Report By
 OR0462  HISTORY     - 1934     MONUMENTED       CGS
 OR0462  HISTORY     - 1945     GOOD             CGS
 OR0462  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0462
 OR0462                          STATION DESCRIPTION
 OR0462
 OR0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0462'11 MI N FROM IONA.
 OR0462'11.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0462'IONA, LYMAN COUNTY, 150 YARDS EAST OF A WOODEN BRIDGE, 36 FEET
 OR0462'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF A
 OR0462'WIRE GATE, 1-1/2 FEET NORTHWEST OF A FENCE, AND 2 FEET WEST OF A
 OR0462'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 140 1934
 OR0462'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OR0462'ABOVE GROUND.
 OR0462
 OR0462                          STATION RECOVERY (1974)
 OR0462
 OR0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0738 ***********************************************************************
 OR0738  DESIGNATION -  V 141
 OR0738  PID         -  OR0738
 OR0738  STATE/COUNTY-  SD/TRIPP
 OR0738  COUNTRY     -  US
 OR0738  USGS QUAD   -  WEWELA NE (2017)
 OR0738
 OR0738                         *CURRENT SURVEY CONTROL
 OR0738  ______________________________________________________________________
 OR0738* NAD 83(1986) POSITION- 43 07 31.     (N) 099 45 04.     (W)   SCALED
 OR0738* NAVD 88 ORTHO HEIGHT -   714.401 (meters)     2343.83  (feet) ADJUSTED
 OR0738  ______________________________________________________________________
 OR0738  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 OR0738  DYNAMIC HEIGHT  -        714.125 (meters)     2342.93  (feet) COMP
 OR0738  MODELED GRAVITY -    980,210.7   (mgal)                       NAVD 88
 OR0738
 OR0738  VERT ORDER      -  SECOND    CLASS 0
 OR0738
 OR0738.The horizontal coordinates were scaled from a map and have
 OR0738.an estimated accuracy of +/- 6 seconds.
 OR0738
 OR0738.The orthometric height was determined by differential leveling and
 OR0738.adjusted by the NATIONAL GEODETIC SURVEY
 OR0738.in June 1991.
 OR0738
 OR0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0738.GEOID18 height accuracy estimate available here.
 OR0738
 OR0738.Click photographs - Photos may exist for this station.
 OR0738
 OR0738.The dynamic height is computed by dividing the NAVD 88
 OR0738.geopotential number by the normal gravity value computed on the
 OR0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0738.degrees latitude (g = 980.6199 gals.).
 OR0738
 OR0738.The modeled gravity was interpolated from observed gravity values.
 OR0738
 OR0738;                    North         East    Units  Estimated Accuracy
 OR0738;SPC SD S     -    88,140.      647,380.      MT  (+/- 180 meters Scaled)
 OR0738
 OR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN389750(NAD 83)
 OR0738
 OR0738                          SUPERSEDED SURVEY CONTROL
 OR0738
 OR0738  NGVD 29 (??/??/92)  714.056  (m)         2342.70   (f) ADJ UNCH    2 0
 OR0738
 OR0738.Superseded values are not recommended for survey control.
 OR0738
 OR0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0738.See file dsdata.pdf to determine how the superseded data were derived.
 OR0738
 OR0738_MARKER: DB = BENCH MARK DISK
 OR0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0738_STAMPING: V 141 1934
 OR0738_MARK LOGO: CGS
 OR0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0738+STABILITY: SURFACE MOTION
 OR0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0738+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0738
 OR0738  HISTORY     - Date     Condition        Report By
 OR0738  HISTORY     - 1934     MONUMENTED       CGS
 OR0738  HISTORY     - 19870708 GOOD             NGS
 OR0738
 OR0738                          STATION DESCRIPTION
 OR0738
 OR0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0738'11.5 MI S FROM COLOME.
 OR0738'LOCATED 11.5 MILES SOUTH ALONG U.S. HY 83 OF THE RWY. STATION
 OR0738'AT COLOME, 142 FT. NORTHWEST OF CENTERLINE OF U.S. HY. 83 AT
 OR0738'POINT WHERE IT MAKES A 90 DEGREE TURN FROM WEST TO SOUTH, 50 FT.
 OR0738'SOUTH OF CENTERLINE OF A SECTION ROAD, 39 FT. WEST OF CENTERLINE
 OR0738'OF A SECTION ROAD, 22 FT. SOUTH OF CORNER OF WIRE FENCE, 0.7 OF
 OR0738'FT. EAST OF FENCE LINE.  STANDARD TABLET SET IN TOP OF A CONCRETE
 OR0738'POST 5 IN HIGH.
 OR0738
 OR0738                          STATION RECOVERY (1987)
 OR0738
 OR0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0738'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 OR0738'16.8 KM (10.45 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0738'WITH U.S. HIGHWAY 18, IN COLOME, 43.3 METERS (142 FT) NORTHWEST
 OR0738'FROM THE CENTER OF 183, AT A POINT WHERE THE HIGHWAY TURNS FROM WEST
 OR0738'TO SOUTH, 15.2 METERS (50 FT) SOUTH FROM THE CENTER OF A COUNTY
 OR0738'ROAD, 11.9 METERS (39 FT) EAST FROM THE CENTER OF A COUNTY ROAD, SET
 OR0738'IN THE TOP OF A CONCRETE POST THAT PROJECTS 15 CM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0957 ***********************************************************************
 OR0957  DESIGNATION -  V 141 RESET
 OR0957  PID         -  OR0957
 OR0957  STATE/COUNTY-  SD/TRIPP
 OR0957  COUNTRY     -  US
 OR0957  USGS QUAD   -  WEWELA NE (2017)
 OR0957
 OR0957                         *CURRENT SURVEY CONTROL
 OR0957  ______________________________________________________________________
 OR0957* NAD 83(1986) POSITION- 43 07 31.     (N) 099 45 04.     (W)   SCALED
 OR0957* NAVD 88 ORTHO HEIGHT -   714.34  (meters)     2343.6   (feet) RESET
 OR0957  ______________________________________________________________________
 OR0957  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 OR0957  VERT ORDER      -  THIRD
 OR0957
 OR0957.The horizontal coordinates were scaled from a map and have
 OR0957.an estimated accuracy of +/- 6 seconds.
 OR0957
 OR0957.The orthometric height was computed from unverified reset data.
 OR0957
 OR0957.No vertical observational check was made to the station.
 OR0957
 OR0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0957.GEOID18 height accuracy estimate available here.
 OR0957
 OR0957.Click photographs - Photos may exist for this station.
 OR0957
 OR0957;                    North         East    Units  Estimated Accuracy
 OR0957;SPC SD S     -    88,140.      647,380.      MT  (+/- 180 meters Scaled)
 OR0957
 OR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN389750(NAD 83)
 OR0957
 OR0957                          SUPERSEDED SURVEY CONTROL
 OR0957
 OR0957  NGVD 29 (04/17/07)  714.00   (m)         2342.5    (f) RESET       3  
 OR0957
 OR0957.Superseded values are not recommended for survey control.
 OR0957
 OR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0957.See file dsdata.pdf to determine how the superseded data were derived.
 OR0957
 OR0957_MARKER: DV = VERTICAL CONTROL DISK
 OR0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0957_STAMPING: V 141 RESET 1986
 OR0957_MARK LOGO: NGS
 OR0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0957+STABILITY: SURFACE MOTION
 OR0957
 OR0957  HISTORY     - Date     Condition        Report By
 OR0957  HISTORY     - 1986     MONUMENTED       NGS
 OR0957
 OR0957                          STATION DESCRIPTION
 OR0957
 OR0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OR0957'16.8 KM (10.45 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0957'WITH U.S. HIGHWAY 18, 44.5 METERS (146 FT) SOUTH FROM A CROSSROAD,
 OR0957'21.95 METERS (72 FT) WEST FROM THE CENTER OF THE HIGHWAY 10.67
 OR0957'METERS (35 FT) EAST FROM THE CENTER OF A DIRT ROAD, 46.02 METERS
 OR0957'(151 FT) NORTH FROM A POWERPOLE 0.3 METERS (1 FT) SOUTH FROM A
 OR0957'WITNESS, 10.06 METERS (33 FT) SOUTH FROM A POWERPOLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0103 ***********************************************************************
 OR0103  DESIGNATION -  V 142
 OR0103  PID         -  OR0103
 OR0103  STATE/COUNTY-  SD/CHARLES MIX
 OR0103  COUNTRY     -  US
 OR0103  USGS QUAD   -  WAGNER (2017)
 OR0103
 OR0103                         *CURRENT SURVEY CONTROL
 OR0103  ______________________________________________________________________
 OR0103* NAD 83(1986) POSITION- 43 05 36.     (N) 098 19 46.     (W)   SCALED
 OR0103* NAVD 88 ORTHO HEIGHT -   445.066 (meters)     1460.19  (feet) ADJUSTED
 OR0103  ______________________________________________________________________
 OR0103  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 OR0103  DYNAMIC HEIGHT  -        444.917 (meters)     1459.70  (feet) COMP
 OR0103  MODELED GRAVITY -    980,272.4   (mgal)                       NAVD 88
 OR0103
 OR0103  VERT ORDER      -  SECOND    CLASS 0
 OR0103
 OR0103.The horizontal coordinates were scaled from a map and have
 OR0103.an estimated accuracy of +/- 6 seconds.
 OR0103
 OR0103.The orthometric height was determined by differential leveling and
 OR0103.adjusted by the NATIONAL GEODETIC SURVEY
 OR0103.in June 1991.
 OR0103
 OR0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0103.GEOID18 height accuracy estimate available here.
 OR0103
 OR0103.Click photographs - Photos may exist for this station.
 OR0103
 OR0103.The dynamic height is computed by dividing the NAVD 88
 OR0103.geopotential number by the normal gravity value computed on the
 OR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0103.degrees latitude (g = 980.6199 gals.).
 OR0103
 OR0103.The modeled gravity was interpolated from observed gravity values.
 OR0103
 OR0103;                    North         East    Units  Estimated Accuracy
 OR0103;SPC SD S     -    86,400.      763,130.      MT  (+/- 180 meters Scaled)
 OR0103
 OR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN545713(NAD 83)
 OR0103
 OR0103                          SUPERSEDED SURVEY CONTROL
 OR0103
 OR0103  NGVD 29 (??/??/92)  444.778  (m)         1459.24   (f) ADJ UNCH    2 0
 OR0103
 OR0103.Superseded values are not recommended for survey control.
 OR0103
 OR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0103.See file dsdata.pdf to determine how the superseded data were derived.
 OR0103
 OR0103_MARKER: DB = BENCH MARK DISK
 OR0103_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0103_STAMPING: V 142 1934
 OR0103_MARK LOGO: CGS
 OR0103_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0103
 OR0103  HISTORY     - Date     Condition        Report By
 OR0103  HISTORY     - 1934     MONUMENTED       CGS
 OR0103  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0103  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0103
 OR0103                          STATION DESCRIPTION
 OR0103
 OR0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0103'2.2 MI NW FROM WAGNER.
 OR0103'2.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0103'PACIFIC RAILROAD FROM THE STATION AT WAGNER, CHARLES MIX COUNTY,
 OR0103'ABOUT 1 MILE EAST OF THE ROAD LEADING TO ARMOUR, 120 YARDS WEST
 OR0103'OF A ROAD CROSSING, 43.2 FEET NORTH OF THE NORTH RAIL, 10 FEET
 OR0103'SOUTH OF THE CENTER LINE OF A FIELD ROAD PARALLELING THE TRACK,
 OR0103'AND 3.2 FEET SOUTHWEST OF A FENCE POST.  A STANDARD DISK, STAMPED
 OR0103'V 142 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OR0103'INCHES ABOVE GROUND.
 OR0103
 OR0103                          STATION RECOVERY (1963)
 OR0103
 OR0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0103'MARK NOT FOUND.
 OR0103
 OR0103                          STATION RECOVERY (1993)
 OR0103
 OR0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0103'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0087 ***********************************************************************
 OR0087  DESIGNATION -  V 144
 OR0087  PID         -  OR0087
 OR0087  STATE/COUNTY-  SD/DOUGLAS
 OR0087  COUNTRY     -  US
 OR0087  USGS QUAD   -  DELMONT (2017)
 OR0087
 OR0087                         *CURRENT SURVEY CONTROL
 OR0087  ______________________________________________________________________
 OR0087* NAD 83(1986) POSITION- 43 16 43.     (N) 098 12 44.     (W)   SCALED
 OR0087* NAVD 88 ORTHO HEIGHT -   443.407 (meters)     1454.74  (feet) ADJUSTED
 OR0087  ______________________________________________________________________
 OR0087  GEOID HEIGHT    -        -26.650 (meters)                     GEOID18
 OR0087  DYNAMIC HEIGHT  -        443.263 (meters)     1454.27  (feet) COMP
 OR0087  MODELED GRAVITY -    980,283.3   (mgal)                       NAVD 88
 OR0087
 OR0087  VERT ORDER      -  SECOND    CLASS 0
 OR0087
 OR0087.The horizontal coordinates were scaled from a map and have
 OR0087.an estimated accuracy of +/- 6 seconds.
 OR0087
 OR0087.The orthometric height was determined by differential leveling and
 OR0087.adjusted by the NATIONAL GEODETIC SURVEY
 OR0087.in June 1991.
 OR0087
 OR0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0087.GEOID18 height accuracy estimate available here.
 OR0087
 OR0087.Click photographs - Photos may exist for this station.
 OR0087
 OR0087.The dynamic height is computed by dividing the NAVD 88
 OR0087.geopotential number by the normal gravity value computed on the
 OR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0087.degrees latitude (g = 980.6199 gals.).
 OR0087
 OR0087.The modeled gravity was interpolated from observed gravity values.
 OR0087
 OR0087;                    North         East    Units  Estimated Accuracy
 OR0087;SPC SD S     -   107,210.      772,140.      MT  (+/- 180 meters Scaled)
 OR0087
 OR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN639920(NAD 83)
 OR0087
 OR0087                          SUPERSEDED SURVEY CONTROL
 OR0087
 OR0087  NGVD 29 (??/??/92)  443.102  (m)         1453.74   (f) ADJ UNCH    2 0
 OR0087
 OR0087.Superseded values are not recommended for survey control.
 OR0087
 OR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0087.See file dsdata.pdf to determine how the superseded data were derived.
 OR0087
 OR0087_MARKER: DB = BENCH MARK DISK
 OR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0087_STAMPING: V 144 1934
 OR0087_MARK LOGO: CGS
 OR0087_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0087+STABILITY: SURFACE MOTION
 OR0087
 OR0087  HISTORY     - Date     Condition        Report By
 OR0087  HISTORY     - 1934     MONUMENTED       CGS
 OR0087
 OR0087                          STATION DESCRIPTION
 OR0087
 OR0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0087'2.5 MI NW FROM DELMONT.
 OR0087'2.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0087'PACIFIC RAILROAD FROM THE STATION AT DELMONT, DOUGLAS COUNTY,
 OR0087'0.1 MILE SOUTHEAST OF MILEPOST 13, 300 YARDS NORTHWEST OF A
 OR0087'SECTION-LINE ROAD CROSSING, 46.2 FEET SOUTHWEST OF THE SOUTHWEST
 OR0087'RAIL, AND 1.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 OR0087'STANDARD DISK, STAMPED V 144 1934 AND SET IN THE TOP OF A
 OR0087'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0479 ***********************************************************************
 OQ0479  DESIGNATION -  V 145
 OQ0479  PID         -  OQ0479
 OQ0479  STATE/COUNTY-  SD/BON HOMME
 OQ0479  COUNTRY     -  US
 OQ0479  USGS QUAD   -  KLOUCEK LAKE (2017)
 OQ0479
 OQ0479                         *CURRENT SURVEY CONTROL
 OQ0479  ______________________________________________________________________
 OQ0479* NAD 83(1986) POSITION- 43 04 59.     (N) 097 40 13.     (W)   SCALED
 OQ0479* NAVD 88 ORTHO HEIGHT -   411.462 (meters)     1349.94  (feet) ADJUSTED
 OQ0479  ______________________________________________________________________
 OQ0479  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 OQ0479  DYNAMIC HEIGHT  -        411.339 (meters)     1349.53  (feet) COMP
 OQ0479  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 OQ0479
 OQ0479  VERT ORDER      -  SECOND    CLASS 0
 OQ0479
 OQ0479.The horizontal coordinates were scaled from a map and have
 OQ0479.an estimated accuracy of +/- 6 seconds.
 OQ0479
 OQ0479.The orthometric height was determined by differential leveling and
 OQ0479.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0479.in June 1991.
 OQ0479
 OQ0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0479.GEOID18 height accuracy estimate available here.
 OQ0479
 OQ0479.Click photographs - Photos may exist for this station.
 OQ0479
 OQ0479.The dynamic height is computed by dividing the NAVD 88
 OQ0479.geopotential number by the normal gravity value computed on the
 OQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0479.degrees latitude (g = 980.6199 gals.).
 OQ0479
 OQ0479.The modeled gravity was interpolated from observed gravity values.
 OQ0479
 OQ0479;                    North         East    Units  Estimated Accuracy
 OQ0479;SPC SD S     -    86,760.      816,810.      MT  (+/- 180 meters Scaled)
 OQ0479
 OQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN082708(NAD 83)
 OQ0479
 OQ0479                          SUPERSEDED SURVEY CONTROL
 OQ0479
 OQ0479  NGVD 29 (??/??/92)  411.219  (m)         1349.14   (f) ADJ UNCH    2 0
 OQ0479
 OQ0479.Superseded values are not recommended for survey control.
 OQ0479
 OQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0479.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0479
 OQ0479_MARKER: DB = BENCH MARK DISK
 OQ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0479_STAMPING: V 145 1934
 OQ0479_MARK LOGO: CGS
 OQ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0479+STABILITY: SURFACE MOTION
 OQ0479
 OQ0479  HISTORY     - Date     Condition        Report By
 OQ0479  HISTORY     - 1934     MONUMENTED       CGS
 OQ0479  HISTORY     - 1974     GOOD             USGS
 OQ0479
 OQ0479                          STATION DESCRIPTION
 OQ0479
 OQ0479'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0479'6.7 MI SE FROM SCOTLAND.
 OQ0479'SCOTLAND 4.4 MILE SOUTH 2.3 MILE EAST OF, T 96 N, R 58 W, IN
 OQ0479'THE SW 1/4 OF SECTION 35, 375 FEET NW OF THE CROSSING OF STATE
 OQ0479'HWY 46 AND THE C. M. AND ST. P. RR, 39 FT SW OF THE CENTER OF
 OQ0479'THE TRACK, 6 FEET NW OF THE SECOND POLE NW OF THE ROAD CROSSING,
 OQ0479'IN A CONCRETE POST A STD DISK STAMPED V 145 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0511 ***********************************************************************
 OQ0511  DESIGNATION -  V 146
 OQ0511  PID         -  OQ0511
 OQ0511  STATE/COUNTY-  SD/HUTCHINSON
 OQ0511  COUNTRY     -  US
 OQ0511  USGS QUAD   -  PARKSTON (2017)
 OQ0511
 OQ0511                         *CURRENT SURVEY CONTROL
 OQ0511  ______________________________________________________________________
 OQ0511* NAD 83(1986) POSITION- 43 29 55.34   (N) 097 59 06.28   (W)   HD_HELD1
 OQ0511* NAVD 88 ORTHO HEIGHT -   416.423 (meters)     1366.21  (feet) ADJUSTED
 OQ0511  ______________________________________________________________________
 OQ0511  GEOID HEIGHT    -        -26.540 (meters)                     GEOID18
 OQ0511  DYNAMIC HEIGHT  -        416.305 (meters)     1365.83  (feet) COMP
 OQ0511  MODELED GRAVITY -    980,324.6   (mgal)                       NAVD 88
 OQ0511
 OQ0511  VERT ORDER      -  SECOND    CLASS 0
 OQ0511
 OQ0511.The horizontal coordinates were determined by differentially corrected
 OQ0511.hand held GPS observations or other comparable positioning techniques
 OQ0511.and have an estimated accuracy of +/- 3 meters.
 OQ0511
 OQ0511.The orthometric height was determined by differential leveling and
 OQ0511.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0511.in June 1991.
 OQ0511
 OQ0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0511.GEOID18 height accuracy estimate available here.
 OQ0511
 OQ0511.Click photographs - Photos may exist for this station.
 OQ0511
 OQ0511.The dynamic height is computed by dividing the NAVD 88
 OQ0511.geopotential number by the normal gravity value computed on the
 OQ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0511.degrees latitude (g = 980.6199 gals.).
 OQ0511
 OQ0511.The modeled gravity was interpolated from observed gravity values.
 OQ0511
 OQ0511;                    North         East    Units  Estimated Accuracy
 OQ0511;SPC SD S     -   132,146.8     789,880.6     MT  (+/- 3 meters HH1 GPS) 
 OQ0511
 OQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8205216697(NAD 83)
 OQ0511
 OQ0511                          SUPERSEDED SURVEY CONTROL
 OQ0511
 OQ0511  NGVD 29 (??/??/92)  416.124  (m)         1365.23   (f) ADJ UNCH    2 0
 OQ0511
 OQ0511.Superseded values are not recommended for survey control.
 OQ0511
 OQ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0511.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0511
 OQ0511_MARKER: DB = BENCH MARK DISK
 OQ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0511_STAMPING: V 146 1934
 OQ0511_MARK LOGO: CGS
 OQ0511_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0511+STABILITY: SURFACE MOTION
 OQ0511
 OQ0511  HISTORY     - Date     Condition        Report By
 OQ0511  HISTORY     - 1934     MONUMENTED       CGS
 OQ0511
 OQ0511                          STATION DESCRIPTION
 OQ0511
 OQ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0511'3.3 MI S FROM ETHAN.
 OQ0511'IN HUTCHINSON COUNTY, ABOUT 3.3 MILES SOUTH ALONG THE CHICAGO,
 OQ0511'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 OQ0511'ETHAN, DAVISON COUNTY, AT A SECTION-ROAD CROSSING, 96 FEET SOUTH
 OQ0511'OF THE CENTER LINE OF THE ROAD WHICH IS THE HUTCHINSON-DAVISON
 OQ0511'COUNTY LINE, 46.6 FEET WEST OF THE WEST RAIL, AND 1.5 FEET EAST
 OQ0511'OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED V 146
 OQ0511'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OQ0511'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0409 ***********************************************************************
 OQ0409  DESIGNATION -  V 147
 OQ0409  PID         -  OQ0409
 OQ0409  STATE/COUNTY-  SD/TURNER
 OQ0409  COUNTRY     -  US
 OQ0409  USGS QUAD   -  PARKER (2017)
 OQ0409
 OQ0409                         *CURRENT SURVEY CONTROL
 OQ0409  ______________________________________________________________________
 OQ0409* NAD 83(1986) POSITION- 43 24 02.     (N) 097 08 09.     (W)   SCALED
 OQ0409* NAVD 88 ORTHO HEIGHT -   408.087 (meters)     1338.87  (feet) ADJUSTED
 OQ0409  ______________________________________________________________________
 OQ0409  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 OQ0409  DYNAMIC HEIGHT  -        407.977 (meters)     1338.50  (feet) COMP
 OQ0409  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 OQ0409
 OQ0409  VERT ORDER      -  SECOND    CLASS 0
 OQ0409
 OQ0409.The horizontal coordinates were scaled from a map and have
 OQ0409.an estimated accuracy of +/- 6 seconds.
 OQ0409
 OQ0409.The orthometric height was determined by differential leveling and
 OQ0409.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0409.in June 1991.
 OQ0409
 OQ0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0409.GEOID18 height accuracy estimate available here.
 OQ0409
 OQ0409.Click photographs - Photos may exist for this station.
 OQ0409
 OQ0409.The dynamic height is computed by dividing the NAVD 88
 OQ0409.geopotential number by the normal gravity value computed on the
 OQ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0409.degrees latitude (g = 980.6199 gals.).
 OQ0409
 OQ0409.The modeled gravity was interpolated from observed gravity values.
 OQ0409
 OQ0409;                    North         East    Units  Estimated Accuracy
 OQ0409;SPC SD S     -   123,540.      858,940.      MT  (+/- 180 meters Scaled)
 OQ0409
 OQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP509069(NAD 83)
 OQ0409
 OQ0409                          SUPERSEDED SURVEY CONTROL
 OQ0409
 OQ0409  NGVD 29 (??/??/92)  407.829  (m)         1338.02   (f) ADJ UNCH    2 0
 OQ0409
 OQ0409.Superseded values are not recommended for survey control.
 OQ0409
 OQ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0409.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0409
 OQ0409_MARKER: DB = BENCH MARK DISK
 OQ0409_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0409_STAMPING: V 147 1934
 OQ0409_MARK LOGO: CGS
 OQ0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0409
 OQ0409  HISTORY     - Date     Condition        Report By
 OQ0409  HISTORY     - 1934     MONUMENTED       CGS
 OQ0409  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0409
 OQ0409                          STATION DESCRIPTION
 OQ0409
 OQ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0409'AT PARKER.
 OQ0409'LOCATED AT PARKER, ON THE R/W OF THE CHICAGO AND NORTH WESTERN
 OQ0409'RAILROAD, 74.5 FEET NORTHEAST OF NORTHEAST CORNER OF STATION,
 OQ0409'35.0 FEET NORTH OF NORTH RAIL OF TRACK, 21.1 FEET NORTH OF NORTH
 OQ0409'RAIL OF SIDE TRACK, 1.4 FEET SOUTH OF R/W FENCE.  STANDARD TABLET
 OQ0409'SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 OQ0409
 OQ0409                          STATION RECOVERY (1966)
 OQ0409
 OQ0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0274 ***********************************************************************
 QR0274  DESIGNATION -  V 15
 QR0274  PID         -  QR0274
 QR0274  STATE/COUNTY-  SD/POTTER
 QR0274  COUNTRY     -  US
 QR0274  USGS QUAD   -  SENECA SW (2017)
 QR0274
 QR0274                         *CURRENT SURVEY CONTROL
 QR0274  ______________________________________________________________________
 QR0274* NAD 83(1986) POSITION- 45 05 02.     (N) 099 41 42.     (W)   SCALED
 QR0274* NAVD 88 ORTHO HEIGHT -   617.410 (meters)     2025.62  (feet) ADJUSTED
 QR0274  ______________________________________________________________________
 QR0274  GEOID HEIGHT    -        -22.603 (meters)                     GEOID18
 QR0274  DYNAMIC HEIGHT  -        617.326 (meters)     2025.34  (feet) COMP
 QR0274  MODELED GRAVITY -    980,460.7   (mgal)                       NAVD 88
 QR0274
 QR0274  VERT ORDER      -  FIRST     CLASS II
 QR0274
 QR0274.The horizontal coordinates were scaled from a map and have
 QR0274.an estimated accuracy of +/- 6 seconds.
 QR0274
 QR0274.The orthometric height was determined by differential leveling and
 QR0274.adjusted by the NATIONAL GEODETIC SURVEY
 QR0274.in June 1991.
 QR0274
 QR0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0274.GEOID18 height accuracy estimate available here.
 QR0274
 QR0274.Click photographs - Photos may exist for this station.
 QR0274
 QR0274.The dynamic height is computed by dividing the NAVD 88
 QR0274.geopotential number by the normal gravity value computed on the
 QR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0274.degrees latitude (g = 980.6199 gals.).
 QR0274
 QR0274.The modeled gravity was interpolated from observed gravity values.
 QR0274
 QR0274;                    North         East    Units  Estimated Accuracy
 QR0274;SPC SD N     -   139,010.      624,010.      MT  (+/- 180 meters Scaled)
 QR0274
 QR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ453925(NAD 83)
 QR0274
 QR0274                          SUPERSEDED SURVEY CONTROL
 QR0274
 QR0274  NGVD 29 (??/??/92)  617.041  (m)         2024.41   (f) ADJ UNCH    1 2
 QR0274
 QR0274.Superseded values are not recommended for survey control.
 QR0274
 QR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0274.See file dsdata.pdf to determine how the superseded data were derived.
 QR0274
 QR0274_MARKER: DB = BENCH MARK DISK
 QR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0274_STAMPING: 2024.409 V 15 1926
 QR0274_MARK LOGO: CGS
 QR0274_PROJECTION: FLUSH
 QR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0274+STABILITY: SURFACE MOTION
 QR0274
 QR0274  HISTORY     - Date     Condition        Report By
 QR0274  HISTORY     - 1926     MONUMENTED       CGS
 QR0274  HISTORY     - 1973     GOOD             NGS
 QR0274
 QR0274                          STATION DESCRIPTION
 QR0274
 QR0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0274'4 MI E FROM LEBANON.
 QR0274'ABOUT 4 MILES EAST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 QR0274'RAILWAY FROM LEBANON, 1.5 MILES NORTH OF U.S. HIGHWAY 212, 0.5
 QR0274'MILE SOUTHWEST OF A FARMSTEAD, 200 YARDS EAST OF A STOCK POND AND
 QR0274'SLUE, 138 FEET SOUTHWEST OF MILE POST 61, 132 FEET SOUTH OF A
 QR0274'WIRE GATE AND ON LINE WITH A FENCE LEADING NORTH, 71 FEET NORTH OF
 QR0274'A GATE, 28 FEET SOUTH OF THE CENTER OF THE ABANDONED RAILWAY, 1.1
 QR0274'FEET EAST OF A METAL WITNESS POST, AND SET IN A SQUARE CONCRETE
 QR0274'MONUMENT FLUSH WITH THE GROUND.  THE FARMSTEAD TO THE NORTHEAST
 QR0274'IS VISIBLE FROM THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0972 ***********************************************************************
 NM0972  DESIGNATION -  V 150
 NM0972  PID         -  NM0972
 NM0972  STATE/COUNTY-  SD/YANKTON
 NM0972  COUNTRY     -  US
 NM0972  USGS QUAD   -  GAYVILLE (2017)
 NM0972
 NM0972                         *CURRENT SURVEY CONTROL
 NM0972  ______________________________________________________________________
 NM0972* NAD 83(1986) POSITION- 42 56 19.     (N) 097 13 12.     (W)   SCALED
 NM0972* NAVD 88 ORTHO HEIGHT -   354.773 (meters)     1163.95  (feet) ADJUSTED
 NM0972  ______________________________________________________________________
 NM0972  GEOID HEIGHT    -        -25.655 (meters)                     GEOID18
 NM0972  DYNAMIC HEIGHT  -        354.673 (meters)     1163.62  (feet) COMP
 NM0972  MODELED GRAVITY -    980,328.7   (mgal)                       NAVD 88
 NM0972
 NM0972  VERT ORDER      -  SECOND    CLASS 0
 NM0972
 NM0972.The horizontal coordinates were scaled from a map and have
 NM0972.an estimated accuracy of +/- 6 seconds.
 NM0972
 NM0972.The orthometric height was determined by differential leveling and
 NM0972.adjusted by the NATIONAL GEODETIC SURVEY
 NM0972.in June 1991.
 NM0972
 NM0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0972.GEOID18 height accuracy estimate available here.
 NM0972
 NM0972.Click photographs - Photos may exist for this station.
 NM0972
 NM0972.The dynamic height is computed by dividing the NAVD 88
 NM0972.geopotential number by the normal gravity value computed on the
 NM0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0972.degrees latitude (g = 980.6199 gals.).
 NM0972
 NM0972.The modeled gravity was interpolated from observed gravity values.
 NM0972
 NM0972;                    North         East    Units  Estimated Accuracy
 NM0972;SPC SD S     -    72,000.      854,050.      MT  (+/- 180 meters Scaled)
 NM0972
 NM0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN452555(NAD 83)
 NM0972
 NM0972                          SUPERSEDED SURVEY CONTROL
 NM0972
 NM0972  NGVD 29 (??/??/92)  354.577  (m)         1163.31   (f) ADJ UNCH    2 0
 NM0972
 NM0972.Superseded values are not recommended for survey control.
 NM0972
 NM0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0972.See file dsdata.pdf to determine how the superseded data were derived.
 NM0972
 NM0972_MARKER: DB = BENCH MARK DISK
 NM0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0972_STAMPING: V 150 1934
 NM0972_MARK LOGO: CGS
 NM0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0972+STABILITY: SURFACE MOTION
 NM0972
 NM0972  HISTORY     - Date     Condition        Report By
 NM0972  HISTORY     - 1934     MONUMENTED       CGS
 NM0972
 NM0972                          STATION DESCRIPTION
 NM0972
 NM0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0972'2.5 MI SW FROM VOLIN.
 NM0972'2.5 MILES SOUTHWEST OF STATION ALONG GREAT NORTHERN RWY. AT
 NM0972'VOLIN, 0.3 OF MILE SOUTHWEST OF M.P. 198, 75 FEET SOUTHWEST OF
 NM0972'CENTERLINE OF ROAD CROSSING TRACK, 37.8 FEET SOUTHEAST OF
 NM0972'SOUTHEAST RAIL, 19 FEET NORTHEAST OF SECOND TELEGRAPH POLE AND
 NM0972'IN LINE WITH POLES.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NM0972'6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0238 ***********************************************************************
 QR0238  DESIGNATION -  V 16
 QR0238  PID         -  QR0238
 QR0238  STATE/COUNTY-  SD/FAULK
 QR0238  COUNTRY     -  US
 QR0238  USGS QUAD   -  NORBECK (2017)
 QR0238
 QR0238                         *CURRENT SURVEY CONTROL
 QR0238  ______________________________________________________________________
 QR0238* NAD 83(1986) POSITION- 45 13 52.     (N) 099 14 27.     (W)   SCALED
 QR0238* NAVD 88 ORTHO HEIGHT -   510.400 (meters)     1674.54  (feet) ADJUSTED
 QR0238  ______________________________________________________________________
 QR0238  GEOID HEIGHT    -        -23.316 (meters)                     GEOID18
 QR0238  DYNAMIC HEIGHT  -        510.343 (meters)     1674.35  (feet) COMP
 QR0238  MODELED GRAVITY -    980,487.7   (mgal)                       NAVD 88
 QR0238
 QR0238  VERT ORDER      -  FIRST     CLASS II
 QR0238
 QR0238.The horizontal coordinates were scaled from a map and have
 QR0238.an estimated accuracy of +/- 6 seconds.
 QR0238
 QR0238.The orthometric height was determined by differential leveling and
 QR0238.adjusted by the NATIONAL GEODETIC SURVEY
 QR0238.in June 1991.
 QR0238
 QR0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0238.GEOID18 height accuracy estimate available here.
 QR0238
 QR0238.Click photographs - Photos may exist for this station.
 QR0238
 QR0238.The dynamic height is computed by dividing the NAVD 88
 QR0238.geopotential number by the normal gravity value computed on the
 QR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0238.degrees latitude (g = 980.6199 gals.).
 QR0238
 QR0238.The modeled gravity was interpolated from observed gravity values.
 QR0238
 QR0238;                    North         East    Units  Estimated Accuracy
 QR0238;SPC SD N     -   155,610.      659,610.      MT  (+/- 180 meters Scaled)
 QR0238
 QR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR810086(NAD 83)
 QR0238
 QR0238                          SUPERSEDED SURVEY CONTROL
 QR0238
 QR0238  NGVD 29 (??/??/92)  510.044  (m)         1673.37   (f) ADJ UNCH    1 2
 QR0238
 QR0238.Superseded values are not recommended for survey control.
 QR0238
 QR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0238.See file dsdata.pdf to determine how the superseded data were derived.
 QR0238
 QR0238_MARKER: DB = BENCH MARK DISK
 QR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0238_STAMPING: 1673.369 V 16 1926
 QR0238_MARK LOGO: CGS
 QR0238_PROJECTION: PROJECTING 5 CENTIMETERS
 QR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0238+STABILITY: SURFACE MOTION
 QR0238
 QR0238  HISTORY     - Date     Condition        Report By
 QR0238  HISTORY     - 1926     MONUMENTED       CGS
 QR0238  HISTORY     - 1934     GOOD             CGS
 QR0238
 QR0238                          STATION DESCRIPTION
 QR0238
 QR0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0238'4.8 MI SE FROM LOYALTON.
 QR0238'IN FAULK COUNTY, ABOUT 4-3/4 MILES SOUTHEAST OF LOYALTON, EDMUNDS
 QR0238'COUNTY, AT A SECTION-LINE ROAD CROSSING, 44.5 FEET WEST OF THE
 QR0238'CENTER LINE OF THE TRACK, 38 FEET NORTH OF THE CENTER LINE OF THE
 QR0238'SECTION-LINE ROAD, 7 FEET NORTH OF THE FIRST POLE NORTH OF THE
 QR0238'CROSSING, AND 2 FEET EAST OF A ROW OF POLES.  A STANDARD DISK,
 QR0238'STAMPED 1673.369 V 16 1926 AND SET IN THE TOP OF A CONCRETE POST
 QR0238'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0340 ***********************************************************************
 QR0340  DESIGNATION -  V 17
 QR0340  PID         -  QR0340
 QR0340  STATE/COUNTY-  SD/MCPHERSON
 QR0340  COUNTRY     -  US
 QR0340  USGS QUAD   -  HILLSVIEW (2017)
 QR0340
 QR0340                         *CURRENT SURVEY CONTROL
 QR0340  ______________________________________________________________________
 QR0340* NAD 83(1986) POSITION- 45 44 17.     (N) 099 36 24.     (W)   SCALED
 QR0340* NAVD 88 ORTHO HEIGHT -   574.818 (meters)     1885.88  (feet) ADJUSTED
 QR0340  ______________________________________________________________________
 QR0340  GEOID HEIGHT    -        -22.763 (meters)                     GEOID18
 QR0340  DYNAMIC HEIGHT  -        574.770 (meters)     1885.72  (feet) COMP
 QR0340  MODELED GRAVITY -    980,513.9   (mgal)                       NAVD 88
 QR0340
 QR0340  VERT ORDER      -  FIRST     CLASS II
 QR0340
 QR0340.The horizontal coordinates were scaled from a map and have
 QR0340.an estimated accuracy of +/- 6 seconds.
 QR0340
 QR0340.The orthometric height was determined by differential leveling and
 QR0340.adjusted by the NATIONAL GEODETIC SURVEY
 QR0340.in June 1991.
 QR0340
 QR0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0340.GEOID18 height accuracy estimate available here.
 QR0340
 QR0340.Click photographs - Photos may exist for this station.
 QR0340
 QR0340.The dynamic height is computed by dividing the NAVD 88
 QR0340.geopotential number by the normal gravity value computed on the
 QR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0340.degrees latitude (g = 980.6199 gals.).
 QR0340
 QR0340.The modeled gravity was interpolated from observed gravity values.
 QR0340
 QR0340;                    North         East    Units  Estimated Accuracy
 QR0340;SPC SD N     -   211,740.      630,610.      MT  (+/- 180 meters Scaled)
 QR0340
 QR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR528651(NAD 83)
 QR0340
 QR0340                          SUPERSEDED SURVEY CONTROL
 QR0340
 QR0340  NGVD 29 (??/??/92)  574.417  (m)         1884.57   (f) ADJ UNCH    1 2
 QR0340
 QR0340.Superseded values are not recommended for survey control.
 QR0340
 QR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0340.See file dsdata.pdf to determine how the superseded data were derived.
 QR0340
 QR0340_MARKER: DB = BENCH MARK DISK
 QR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0340_STAMPING: 1884.566 V 17 1927
 QR0340_MARK LOGO: CGS
 QR0340_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0340+STABILITY: SURFACE MOTION
 QR0340
 QR0340  HISTORY     - Date     Condition        Report By
 QR0340  HISTORY     - 1927     MONUMENTED       CGS
 QR0340  HISTORY     - 1934     GOOD             CGS
 QR0340
 QR0340                          STATION DESCRIPTION
 QR0340
 QR0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0340'2 MI SE FROM EUREKA.
 QR0340'2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0340'PACIFIC RAILROAD FROM EUREKA, MC PHERSON COUNTY, AT THE SECOND
 QR0340'ROAD CROSSING SOUTH OF THE TOWN, ON THE NORTH SIDE OF THE
 QR0340'SECTION-LINE ROAD, 36 FEET WEST OF THE CENTER LINE OF THE TRACK,
 QR0340'34 FEET NORTHEAST OF A SECTION-CORNER POST, 15.5 FEET EAST
 QR0340'OF THE WEST RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.
 QR0340'A STANDARD DISK, STAMPED 1884.566 V 17 1927 AND SET IN THE TOP
 QR0340'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QR0340
 QR0340                          STATION RECOVERY (1934)
 QR0340
 QR0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1630 ***********************************************************************
 PU1630  DESIGNATION -  V 177
 PU1630  PID         -  PU1630
 PU1630  STATE/COUNTY-  SD/PENNINGTON
 PU1630  COUNTRY     -  US
 PU1630  USGS QUAD   -  ROCHFORD (2017)
 PU1630
 PU1630                         *CURRENT SURVEY CONTROL
 PU1630  ______________________________________________________________________
 PU1630* NAD 83(1986) POSITION- 44 04 26.80   (N) 103 38 28.79   (W)   HD_HELD1
 PU1630* NAVD 88 ORTHO HEIGHT -  1487.173 (meters)     4879.17  (feet) ADJUSTED
 PU1630  ______________________________________________________________________
 PU1630  GEOID HEIGHT    -        -13.437 (meters)                     GEOID18
 PU1630  DYNAMIC HEIGHT  -       1486.554 (meters)     4877.14  (feet) COMP
 PU1630  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 PU1630
 PU1630  VERT ORDER      -  SECOND    CLASS 0
 PU1630
 PU1630.The horizontal coordinates were determined by differentially corrected
 PU1630.hand held GPS observations or other comparable positioning techniques
 PU1630.and have an estimated accuracy of +/- 3 meters.
 PU1630
 PU1630.The orthometric height was determined by differential leveling and
 PU1630.adjusted by the NATIONAL GEODETIC SURVEY
 PU1630.in June 1991.
 PU1630
 PU1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1630.GEOID18 height accuracy estimate available here.
 PU1630
 PU1630.Click photographs - Photos may exist for this station.
 PU1630
 PU1630.The dynamic height is computed by dividing the NAVD 88
 PU1630.geopotential number by the normal gravity value computed on the
 PU1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1630.degrees latitude (g = 980.6199 gals.).
 PU1630
 PU1630.The modeled gravity was interpolated from observed gravity values.
 PU1630
 PU1630;                    North         East    Units  Estimated Accuracy
 PU1630;SPC SD S     -   198,665.2     335,095.0     MT  (+/- 3 meters HH1 GPS) 
 PU1630
 PU1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0879481001(NAD 83)
 PU1630
 PU1630                          SUPERSEDED SURVEY CONTROL
 PU1630
 PU1630  NGVD 29 (??/??/92) 1486.577  (m)         4877.21   (f) ADJ UNCH    2 0
 PU1630
 PU1630.Superseded values are not recommended for survey control.
 PU1630
 PU1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1630.See file dsdata.pdf to determine how the superseded data were derived.
 PU1630
 PU1630_MARKER: DB = BENCH MARK DISK
 PU1630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1630_SP_SET: ABUTMENT
 PU1630_STAMPING: V 177 1934
 PU1630_MARK LOGO: CGS
 PU1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1630
 PU1630  HISTORY     - Date     Condition        Report By
 PU1630  HISTORY     - 1934     MONUMENTED       CGS
 PU1630  HISTORY     - 20140916 GOOD             GEOCAC
 PU1630
 PU1630                          STATION DESCRIPTION
 PU1630
 PU1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1630'0.3 MI S FROM MYSTIC.
 PU1630'0.3 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PU1630'FROM THE POST OFFICE AT MYSTIC, PENNINGTON COUNTY, ABOUT 0.4 MILE
 PU1630'NORTH OF MILEPOST 74, AT BRIDGE 74.35, IN THE TOP OF THE SOUTHWEST
 PU1630'END OF THE SOUTHEAST ABUTMENT, 5.0 FEET SOUTHWEST OF THE SOUTHWEST
 PU1630'RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 PU1630'STAMPED V 177 1934.
 PU1630
 PU1630                          STATION RECOVERY (2014)
 PU1630
 PU1630'RECOVERY NOTE BY GEOCACHING 2014
 PU1630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0354 ***********************************************************************
 OS0354  DESIGNATION -  V 18
 OS0354  PID         -  OS0354
 OS0354  STATE/COUNTY-  SD/BENNETT
 OS0354  COUNTRY     -  US
 OS0354  USGS QUAD   -  DEADMANS LAKE (2017)
 OS0354
 OS0354                         *CURRENT SURVEY CONTROL
 OS0354  ______________________________________________________________________
 OS0354* NAD 83(1986) POSITION- 43 12 03.     (N) 101 36 11.     (W)   SCALED
 OS0354* NAVD 88 ORTHO HEIGHT -   943.164 (meters)     3094.36  (feet) ADJUSTED
 OS0354  ______________________________________________________________________
 OS0354  GEOID HEIGHT    -        -20.102 (meters)                     GEOID18
 OS0354  DYNAMIC HEIGHT  -        942.778 (meters)     3093.10  (feet) COMP
 OS0354  MODELED GRAVITY -    980,178.0   (mgal)                       NAVD 88
 OS0354
 OS0354  VERT ORDER      -  SECOND    CLASS 0
 OS0354
 OS0354.The horizontal coordinates were scaled from a map and have
 OS0354.an estimated accuracy of +/- 6 seconds.
 OS0354
 OS0354.The orthometric height was determined by differential leveling and
 OS0354.adjusted by the NATIONAL GEODETIC SURVEY
 OS0354.in June 1991.
 OS0354
 OS0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0354.GEOID18 height accuracy estimate available here.
 OS0354
 OS0354.Click photographs - Photos may exist for this station.
 OS0354
 OS0354.The dynamic height is computed by dividing the NAVD 88
 OS0354.geopotential number by the normal gravity value computed on the
 OS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0354.degrees latitude (g = 980.6199 gals.).
 OS0354
 OS0354.The modeled gravity was interpolated from observed gravity values.
 OS0354
 OS0354;                    North         East    Units  Estimated Accuracy
 OS0354;SPC SD S     -    97,160.      496,810.      MT  (+/- 180 meters Scaled)
 OS0354
 OS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN885864(NAD 83)
 OS0354
 OS0354                          SUPERSEDED SURVEY CONTROL
 OS0354
 OS0354  NGVD 29 (??/??/92)  942.720  (m)         3092.91   (f) ADJ UNCH    2 0
 OS0354
 OS0354.Superseded values are not recommended for survey control.
 OS0354
 OS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0354.See file dsdata.pdf to determine how the superseded data were derived.
 OS0354
 OS0354_MARKER: DB = BENCH MARK DISK
 OS0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0354_STAMPING: V 18 1934
 OS0354_MARK LOGO: CGS
 OS0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0354+STABILITY: SURFACE MOTION
 OS0354
 OS0354  HISTORY     - Date     Condition        Report By
 OS0354  HISTORY     - 1934     MONUMENTED       CGS
 OS0354
 OS0354                          STATION DESCRIPTION
 OS0354
 OS0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0354'8.1 MI NE FROM MARTIN.
 OS0354'8.1 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM MARTIN, BENNETT
 OS0354'COUNTY, 0.4 MILE EAST OF A CROSS ROAD, 0.2 MILE EAST OF THE
 OS0354'ENTRANCE OF A FARM TO THE NORTH, ON THE EAST SLOPE OF A HILL, AND
 OS0354'40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OS0354'DISK, STAMPED V 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1669 ***********************************************************************
 PU1669  DESIGNATION -  V 182
 PU1669  PID         -  PU1669
 PU1669  STATE/COUNTY-  SD/PENNINGTON
 PU1669  COUNTRY     -  US
 PU1669  USGS QUAD   -  SILVER CITY (2017)
 PU1669
 PU1669                         *CURRENT SURVEY CONTROL
 PU1669  ______________________________________________________________________
 PU1669* NAD 83(1986) POSITION- 44 04 51.52   (N) 103 35 32.09   (W)   HD_HELD1
 PU1669* NAVD 88 ORTHO HEIGHT -  1421.062 (meters)     4662.27  (feet) ADJUSTED
 PU1669  ______________________________________________________________________
 PU1669  GEOID HEIGHT    -        -13.681 (meters)                     GEOID18
 PU1669  DYNAMIC HEIGHT  -       1420.482 (meters)     4660.36  (feet) COMP
 PU1669  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 PU1669
 PU1669  VERT ORDER      -  SECOND    CLASS 0
 PU1669
 PU1669.The horizontal coordinates were determined by differentially corrected
 PU1669.hand held GPS observations or other comparable positioning techniques
 PU1669.and have an estimated accuracy of +/- 3 meters.
 PU1669
 PU1669.The orthometric height was determined by differential leveling and
 PU1669.adjusted by the NATIONAL GEODETIC SURVEY
 PU1669.in June 1991.
 PU1669
 PU1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1669.GEOID18 height accuracy estimate available here.
 PU1669
 PU1669.Click photographs - Photos may exist for this station.
 PU1669
 PU1669.The dynamic height is computed by dividing the NAVD 88
 PU1669.geopotential number by the normal gravity value computed on the
 PU1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1669.degrees latitude (g = 980.6199 gals.).
 PU1669
 PU1669.The modeled gravity was interpolated from observed gravity values.
 PU1669
 PU1669;                    North         East    Units  Estimated Accuracy
 PU1669;SPC SD S     -   199,272.2     339,053.5     MT  (+/- 3 meters HH1 GPS) 
 PU1669
 PU1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1271281830(NAD 83)
 PU1669
 PU1669                          SUPERSEDED SURVEY CONTROL
 PU1669
 PU1669  NGVD 29 (??/??/92) 1420.476  (m)         4660.35   (f) ADJ UNCH    2 0
 PU1669
 PU1669.Superseded values are not recommended for survey control.
 PU1669
 PU1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1669.See file dsdata.pdf to determine how the superseded data were derived.
 PU1669
 PU1669_MARKER: DB = BENCH MARK DISK
 PU1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1669_STAMPING: V 182 1934
 PU1669_MARK LOGO: CGS
 PU1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1669+STABILITY: SURFACE MOTION
 PU1669
 PU1669  HISTORY     - Date     Condition        Report By
 PU1669  HISTORY     - 1934     MONUMENTED       CGS
 PU1669  HISTORY     - 20130714 GOOD             GEOCAC
 PU1669
 PU1669                          STATION DESCRIPTION
 PU1669
 PU1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1669'4.6 MI E FROM MYSTIC.
 PU1669'ALONG THE RAPID CITY BLACK HILLS AND WESTERN RAILROAD, 3.4
 PU1669'MILES EAST OF RAILROAD JUNCTION, AT LOWER LEOLA SIDING, 6 RAILS
 PU1669'WEST OF THE EAST END OF THE SIDING, IN TELEPHONE POLE LINE,
 PU1669'37.7 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 PU1669'V 182 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PU1669
 PU1669                          STATION RECOVERY (2013)
 PU1669
 PU1669'RECOVERY NOTE BY GEOCACHING 2013
 PU1669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0035 ***********************************************************************
 PV0035  DESIGNATION -  V 183 RESET
 PV0035  PID         -  PV0035
 PV0035  STATE/COUNTY-  SD/LAWRENCE
 PV0035  COUNTRY     -  US
 PV0035  USGS QUAD   -  BEULAH (2017)
 PV0035
 PV0035                         *CURRENT SURVEY CONTROL
 PV0035  ______________________________________________________________________
 PV0035* NAD 83(1986) POSITION- 44 32 49.     (N) 104 00 23.     (W)   SCALED
 PV0035* NAVD 88 ORTHO HEIGHT -  1064.250 (meters)     3491.63  (feet) ADJUSTED
 PV0035  ______________________________________________________________________
 PV0035  GEOID HEIGHT    -        -14.573 (meters)                     GEOID18
 PV0035  DYNAMIC HEIGHT  -       1063.900 (meters)     3490.48  (feet) COMP
 PV0035  MODELED GRAVITY -    980,252.1   (mgal)                       NAVD 88
 PV0035
 PV0035  VERT ORDER      -  SECOND    CLASS 0
 PV0035
 PV0035.The horizontal coordinates were scaled from a map and have
 PV0035.an estimated accuracy of +/- 6 seconds.
 PV0035
 PV0035.The orthometric height was determined by differential leveling and
 PV0035.adjusted by the NATIONAL GEODETIC SURVEY
 PV0035.in June 1991.
 PV0035
 PV0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0035.GEOID18 height accuracy estimate available here.
 PV0035
 PV0035.Click photographs - Photos may exist for this station.
 PV0035
 PV0035.The dynamic height is computed by dividing the NAVD 88
 PV0035.geopotential number by the normal gravity value computed on the
 PV0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0035.degrees latitude (g = 980.6199 gals.).
 PV0035
 PV0035.The modeled gravity was interpolated from observed gravity values.
 PV0035
 PV0035;                    North         East    Units  Estimated Accuracy
 PV0035;SPC SD N     -    87,170.      281,770.      MT  (+/- 180 meters Scaled)
 PV0035
 PV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK789331(NAD 83)
 PV0035
 PV0035                          SUPERSEDED SURVEY CONTROL
 PV0035
 PV0035  NGVD 29 (??/??/92) 1063.71   (m)         3489.9    (f) COMPUTED    2 0
 PV0035
 PV0035.Superseded values are not recommended for survey control.
 PV0035
 PV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0035.See file dsdata.pdf to determine how the superseded data were derived.
 PV0035
 PV0035_MARKER: DB = BENCH MARK DISK
 PV0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0035_STAMPING: V 183 RESET 1940
 PV0035_MARK LOGO: CGS
 PV0035_PROJECTION: PROJECTING 21 CENTIMETERS
 PV0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0035+STABILITY: SURFACE MOTION
 PV0035
 PV0035  HISTORY     - Date     Condition        Report By
 PV0035  HISTORY     - 1940     MONUMENTED       CGS
 PV0035  HISTORY     - 1962     GOOD             CGS
 PV0035
 PV0035                          STATION DESCRIPTION
 PV0035
 PV0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0035'10.4 MI NW FROM SPEARFISH.
 PV0035'2 MILE NORTH ALONG OLD HIGHWAY 85 FROM THE POST OFFICE AT
 PV0035'SPEARFISH TO THE JUNCTION OF U.S. HIGHWAY 14, THENCE 8.35 MILE
 PV0035'WEST ALONG U.S. HIGHWAY 14 AND SET AT A T ROAD JUNCTION OF A
 PV0035'COUNTY ROAD NORTH, 112 FEET NORTHEAST OF THE CENTERLINE OF THE
 PV0035'JUNCTION, 76.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 14,
 PV0035'74 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 49.6 FEET
 PV0035'NORTHEAST OF A POWER POLE, 52.6 FEET NORTHEAST OF A FENCE CORNER,
 PV0035'27 FEET NORTH OF THE FENCE LINE AND THE WITNESS POST, A CONCRETE
 PV0035'POST PROJECTING ABOUT 0.7 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0036 ***********************************************************************
 PV0036  DESIGNATION -  V 183 RESET
 PV0036  PID         -  PV0036
 PV0036  STATE/COUNTY-  SD/LAWRENCE
 PV0036  COUNTRY     -  US
 PV0036  USGS QUAD   -  BEULAH (2017)
 PV0036
 PV0036                         *CURRENT SURVEY CONTROL
 PV0036  ______________________________________________________________________
 PV0036* NAD 83(1986) POSITION- 44 32 49.     (N) 104 00 23.     (W)   SCALED
 PV0036* NAVD 88 ORTHO HEIGHT -  1064.475 (meters)     3492.37  (feet) ADJUSTED
 PV0036  ______________________________________________________________________
 PV0036  GEOID HEIGHT    -        -14.573 (meters)                     GEOID18
 PV0036  DYNAMIC HEIGHT  -       1064.125 (meters)     3491.22  (feet) COMP
 PV0036  MODELED GRAVITY -    980,252.1   (mgal)                       NAVD 88
 PV0036
 PV0036  VERT ORDER      -  FIRST     CLASS II
 PV0036
 PV0036.The horizontal coordinates were scaled from a map and have
 PV0036.an estimated accuracy of +/- 6 seconds.
 PV0036
 PV0036.The orthometric height was determined by differential leveling and
 PV0036.adjusted by the NATIONAL GEODETIC SURVEY
 PV0036.in September 1993.
 PV0036
 PV0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0036.GEOID18 height accuracy estimate available here.
 PV0036
 PV0036.Click photographs - Photos may exist for this station.
 PV0036
 PV0036.The dynamic height is computed by dividing the NAVD 88
 PV0036.geopotential number by the normal gravity value computed on the
 PV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0036.degrees latitude (g = 980.6199 gals.).
 PV0036
 PV0036.The modeled gravity was interpolated from observed gravity values.
 PV0036
 PV0036;                    North         East    Units  Estimated Accuracy
 PV0036;SPC SD N     -    87,170.      281,770.      MT  (+/- 180 meters Scaled)
 PV0036
 PV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK789331(NAD 83)
 PV0036
 PV0036                          SUPERSEDED SURVEY CONTROL
 PV0036
 PV0036.No superseded survey control is available for this station.
 PV0036
 PV0036_MARKER: DV = VERTICAL CONTROL DISK
 PV0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0036_STAMPING: V 183 RESET 1973
 PV0036_MARK LOGO: NGS
 PV0036_PROJECTION: FLUSH
 PV0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0036+STABILITY: SURFACE MOTION
 PV0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0036+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 PV0036
 PV0036  HISTORY     - Date     Condition        Report By
 PV0036  HISTORY     - 1974     MONUMENTED       SDDT
 PV0036  HISTORY     - 19910815 GOOD             NGS
 PV0036  HISTORY     - 20120307 GOOD             INDIV
 PV0036
 PV0036                          STATION DESCRIPTION
 PV0036
 PV0036'DESCRIBED BY SD DEPT OF TRANSP 1974
 PV0036'10.4 MI NW FROM SPEARFISH.
 PV0036'TWO MILES NORTH ALONG OLD HIGHWAY 85 FROM THE POST OFFICE AT
 PV0036'SPEARFISH TO THE JUNCTION OF U.S. HIGHWAY 14, THENCE 8.35 MILE
 PV0036'WEST ALONG U.S. HIGHWAY 14 AND SET AT A T ROAD JUNCTION OF A
 PV0036'COUNTY ROAD NORTH, 22.5 FEET NORTH AND 46.2 FEET EAST OF V 183
 PV0036'1940, OR 97.0 FEET LEFT OF STATION 30 + 00 ON THE SERVICE ROAD
 PV0036'AT 116 PLUS OR MINUS ON PROJECT I 90-1 (32) 0.
 PV0036
 PV0036                          STATION RECOVERY (1991)
 PV0036
 PV0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0036'6.7 KM (4.15 MI) EASTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0036'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, WYOMING, NEAR THE
 PV0036'CENTER OF 3 BRACED FENCE POSTS, 36.6 M (120.1 FT) EAST OF THE CENTER
 PV0036'OF MCNENNY ROAD, 29.7 M (97.4 FT) NORTH OF AND LEVEL WITH THE
 PV0036'CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST,
 PV0036'0.5 M (1.6 FT) SOUTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 PV0036'GROUND SURFACE.
 PV0036
 PV0036                          STATION RECOVERY (2012)
 PV0036
 PV0036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PV0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0246 ***********************************************************************
 QQ0246  DESIGNATION -  V 19
 QQ0246  PID         -  QQ0246
 QQ0246  STATE/COUNTY-  SD/DAY
 QQ0246  COUNTRY     -  US
 QQ0246  USGS QUAD   -  BRISTOL WEST (2017)
 QQ0246
 QQ0246                         *CURRENT SURVEY CONTROL
 QQ0246  ______________________________________________________________________
 QQ0246* NAD 83(1986) POSITION- 45 20 49.     (N) 097 45 00.     (W)   SCALED
 QQ0246* NAVD 88 ORTHO HEIGHT -   546.567 (meters)     1793.20  (feet) ADJUSTED
 QQ0246  ______________________________________________________________________
 QQ0246  GEOID HEIGHT    -        -24.883 (meters)                     GEOID18
 QQ0246  DYNAMIC HEIGHT  -        546.505 (meters)     1792.99  (feet) COMP
 QQ0246  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 QQ0246
 QQ0246  VERT ORDER      -  FIRST     CLASS II
 QQ0246
 QQ0246.The horizontal coordinates were scaled from a map and have
 QQ0246.an estimated accuracy of +/- 6 seconds.
 QQ0246
 QQ0246.The orthometric height was determined by differential leveling and
 QQ0246.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0246.in June 1991.
 QQ0246
 QQ0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0246.GEOID18 height accuracy estimate available here.
 QQ0246
 QQ0246.Click photographs - Photos may exist for this station.
 QQ0246
 QQ0246.The dynamic height is computed by dividing the NAVD 88
 QQ0246.geopotential number by the normal gravity value computed on the
 QQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0246.degrees latitude (g = 980.6199 gals.).
 QQ0246
 QQ0246.The modeled gravity was interpolated from observed gravity values.
 QQ0246
 QQ0246;                    North         East    Units  Estimated Accuracy
 QQ0246;SPC SD N     -   170,650.      776,300.      MT  (+/- 180 meters Scaled)
 QQ0246
 QQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR979222(NAD 83)
 QQ0246
 QQ0246                          SUPERSEDED SURVEY CONTROL
 QQ0246
 QQ0246  NGVD 29 (??/??/92)  546.274  (m)         1792.23   (f) ADJ UNCH    1 2
 QQ0246
 QQ0246.Superseded values are not recommended for survey control.
 QQ0246
 QQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0246.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0246
 QQ0246_MARKER: DB = BENCH MARK DISK
 QQ0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0246_SP_SET: BUILDING
 QQ0246_STAMPING: 1792.234 V 19 1931
 QQ0246_MARK LOGO: CGS
 QQ0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0246
 QQ0246  HISTORY     - Date     Condition        Report By
 QQ0246  HISTORY     - 1931     MONUMENTED       CGS
 QQ0246  HISTORY     - 1934     GOOD             CGS
 QQ0246  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0246
 QQ0246                          STATION DESCRIPTION
 QQ0246
 QQ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0246'IN BRISTOL.
 QQ0246'AT BRISTOL, DAY COUNTY, AT THE FIRST STATE BANK BUILDING (1931),
 QQ0246'IN THE WALL SOUTH OF THE ENTRANCE, AND 5 FEET ABOVE THE LEVEL
 QQ0246'OF THE SIDEWALK.  A STANDARD DISK, STAMPED 1792.234 V 19 1931
 QQ0246'AND SET VERTICALLY.
 QQ0246
 QQ0246                          STATION RECOVERY (1934)
 QQ0246
 QQ0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0246'RECOVERED IN GOOD CONDITION.
 QQ0246
 QQ0246                          STATION RECOVERY (1997)
 QQ0246
 QQ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0246'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0429 ***********************************************************************
 QS0429  DESIGNATION -  V 19
 QS0429  PID         -  QS0429
 QS0429  STATE/COUNTY-  SD/CORSON
 QS0429  COUNTRY     -  US
 QS0429  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0429
 QS0429                         *CURRENT SURVEY CONTROL
 QS0429  ______________________________________________________________________
 QS0429* NAD 83(1986) POSITION- 45 31 49.     (N) 101 24 32.     (W)   SCALED
 QS0429* NAVD 88 ORTHO HEIGHT -   685.632 (meters)     2249.44  (feet) ADJUSTED
 QS0429  ______________________________________________________________________
 QS0429  GEOID HEIGHT    -        -20.439 (meters)                     GEOID18
 QS0429  DYNAMIC HEIGHT  -        685.544 (meters)     2249.16  (feet) COMP
 QS0429  MODELED GRAVITY -    980,465.3   (mgal)                       NAVD 88
 QS0429
 QS0429  VERT ORDER      -  FIRST     CLASS II
 QS0429
 QS0429.The horizontal coordinates were scaled from a map and have
 QS0429.an estimated accuracy of +/- 6 seconds.
 QS0429
 QS0429.The orthometric height was determined by differential leveling and
 QS0429.adjusted by the NATIONAL GEODETIC SURVEY
 QS0429.in June 1991.
 QS0429
 QS0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0429.GEOID18 height accuracy estimate available here.
 QS0429
 QS0429.Click photographs - Photos may exist for this station.
 QS0429
 QS0429.The dynamic height is computed by dividing the NAVD 88
 QS0429.geopotential number by the normal gravity value computed on the
 QS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0429.degrees latitude (g = 980.6199 gals.).
 QS0429
 QS0429.The modeled gravity was interpolated from observed gravity values.
 QS0429
 QS0429;                    North         East    Units  Estimated Accuracy
 QS0429;SPC SD N     -   189,530.      489,950.      MT  (+/- 180 meters Scaled)
 QS0429
 QS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR119446(NAD 83)
 QS0429
 QS0429                          SUPERSEDED SURVEY CONTROL
 QS0429
 QS0429  NGVD 29 (??/??/92)  685.178  (m)         2247.95   (f) ADJ UNCH    1 2
 QS0429
 QS0429.Superseded values are not recommended for survey control.
 QS0429
 QS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0429.See file dsdata.pdf to determine how the superseded data were derived.
 QS0429
 QS0429_MARKER: DB = BENCH MARK DISK
 QS0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0429_STAMPING: V 19 1933
 QS0429_MARK LOGO: CGS
 QS0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0429+STABILITY: SURFACE MOTION
 QS0429
 QS0429  HISTORY     - Date     Condition        Report By
 QS0429  HISTORY     - 1933     MONUMENTED       CGS
 QS0429  HISTORY     - 1938     GOOD             CGS
 QS0429  HISTORY     - 1985     POOR             NGS
 QS0429
 QS0429                          STATION DESCRIPTION
 QS0429
 QS0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0429'10.2 MI N FROM ISABEL.
 QS0429'IN CORSON COUNTY, ABOUT 10.2 MILES NORTH ALONG STATE HIGHWAY
 QS0429'65 FROM ISABEL, DEWEY COUNTY, ABOUT 200 FEET SOUTHWEST OF A
 QS0429'FARMHOUSE, AT A ROAD INTERSECTION, 53 FEET EAST OF THE CENTER
 QS0429'LINE OF THE HIGHWAY, AND 50 FEET NORTH OF THE CENTER LINE OF THE
 QS0429'CROSS ROAD.  A STANDARD DISK, STAMPED V 19 1933 AND SET IN THE
 QS0429'TOP OF A CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 QS0429
 QS0429                          STATION RECOVERY (1985)
 QS0429
 QS0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0429'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0303 ***********************************************************************
 OQ0303  DESIGNATION -  V 2
 OQ0303  PID         -  OQ0303
 OQ0303  STATE/COUNTY-  SD/MOODY
 OQ0303  COUNTRY     -  US
 OQ0303  USGS QUAD   -  TRENT (2017)
 OQ0303
 OQ0303                         *CURRENT SURVEY CONTROL
 OQ0303  ______________________________________________________________________
 OQ0303* NAD 83(1986) POSITION- 43 54 18.     (N) 096 39 16.     (W)   SCALED
 OQ0303* NAVD 88 ORTHO HEIGHT -   457.350 (meters)     1500.49  (feet) ADJUSTED
 OQ0303  ______________________________________________________________________
 OQ0303  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 OQ0303  DYNAMIC HEIGHT  -        457.243 (meters)     1500.14  (feet) COMP
 OQ0303  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 OQ0303
 OQ0303  VERT ORDER      -  FIRST     CLASS II
 OQ0303
 OQ0303.The horizontal coordinates were scaled from a map and have
 OQ0303.an estimated accuracy of +/- 6 seconds.
 OQ0303
 OQ0303.The orthometric height was determined by differential leveling and
 OQ0303.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0303.in June 1991.
 OQ0303
 OQ0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0303.GEOID18 height accuracy estimate available here.
 OQ0303
 OQ0303.Click photographs - Photos may exist for this station.
 OQ0303
 OQ0303.The dynamic height is computed by dividing the NAVD 88
 OQ0303.geopotential number by the normal gravity value computed on the
 OQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0303.degrees latitude (g = 980.6199 gals.).
 OQ0303
 OQ0303.The modeled gravity was interpolated from observed gravity values.
 OQ0303
 OQ0303;                    North         East    Units  Estimated Accuracy
 OQ0303;SPC SD S     -   181,140.      895,420.      MT  (+/- 180 meters Scaled)
 OQ0303
 OQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP883639(NAD 83)
 OQ0303
 OQ0303                          SUPERSEDED SURVEY CONTROL
 OQ0303
 OQ0303  NGVD 29 (??/??/92)  457.078  (m)         1499.60   (f) ADJ UNCH    1 2
 OQ0303
 OQ0303.Superseded values are not recommended for survey control.
 OQ0303
 OQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0303.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0303
 OQ0303_MARKER: H = DRILL HOLE
 OQ0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0303_SP_SET: ELEVATOR FOUNDATION
 OQ0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0303
 OQ0303  HISTORY     - Date     Condition        Report By
 OQ0303  HISTORY     - 1905     MONUMENTED       CGS
 OQ0303  HISTORY     - 1962     MARK NOT FOUND   CGS
 OQ0303  HISTORY     - 1965     MARK NOT FOUND   CGS
 OQ0303  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0303
 OQ0303                          STATION DESCRIPTION
 OQ0303
 OQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OQ0303'AT TRENT.
 OQ0303'AT TRENT, MOODY COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0303'PACIFIC RAILROAD, 394 FEET SOUTH OF THE STATION, 59 FEET WEST OF
 OQ0303'THE MAIN TRACK, AT THE QUAKER OATS ELEVATOR, ON THE SANDSTONE
 OQ0303'FOUNDATION OF THE OLD PART OF THE ELEVATOR, AT THE SOUTHEAST
 OQ0303'CORNER AND 1.5 FEET ABOVE THE GROUND.  THE BOTTOM OF A SQUARE
 OQ0303'HOLE, SURROUNDED BY THE LETTERS USBM.
 OQ0303
 OQ0303                          STATION RECOVERY (1965)
 OQ0303
 OQ0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 OQ0303'MARK NOT FOUND.
 OQ0303
 OQ0303                          STATION RECOVERY (2012)
 OQ0303
 OQ0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0828 ***********************************************************************
 PT0828  DESIGNATION -  V 20
 PT0828  PID         -  PT0828
 PT0828  STATE/COUNTY-  SD/ZIEBACH
 PT0828  COUNTRY     -  US
 PT0828  USGS QUAD   -  MILLER DAM (2017)
 PT0828
 PT0828                         *CURRENT SURVEY CONTROL
 PT0828  ______________________________________________________________________
 PT0828* NAD 83(1986) POSITION- 44 55 18.     (N) 101 37 23.     (W)   SCALED
 PT0828* NAVD 88 ORTHO HEIGHT -   732.314 (meters)     2402.60  (feet) ADJUSTED
 PT0828  ______________________________________________________________________
 PT0828  GEOID HEIGHT    -        -20.647 (meters)                     GEOID18
 PT0828  DYNAMIC HEIGHT  -        732.160 (meters)     2402.09  (feet) COMP
 PT0828  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 PT0828
 PT0828  VERT ORDER      -  FIRST     CLASS II
 PT0828
 PT0828.The horizontal coordinates were scaled from a map and have
 PT0828.an estimated accuracy of +/- 6 seconds.
 PT0828
 PT0828.The orthometric height was determined by differential leveling and
 PT0828.adjusted by the NATIONAL GEODETIC SURVEY
 PT0828.in June 1991.
 PT0828
 PT0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0828.GEOID18 height accuracy estimate available here.
 PT0828
 PT0828.Click photographs - Photos may exist for this station.
 PT0828
 PT0828.The dynamic height is computed by dividing the NAVD 88
 PT0828.geopotential number by the normal gravity value computed on the
 PT0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0828.degrees latitude (g = 980.6199 gals.).
 PT0828
 PT0828.The modeled gravity was interpolated from observed gravity values.
 PT0828
 PT0828;                    North         East    Units  Estimated Accuracy
 PT0828;SPC SD N     -   122,220.      471,870.      MT  (+/- 180 meters Scaled)
 PT0828
 PT0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ929775(NAD 83)
 PT0828
 PT0828                          SUPERSEDED SURVEY CONTROL
 PT0828
 PT0828  NGVD 29 (??/??/92)  731.861  (m)         2401.11   (f) ADJ UNCH    1 2
 PT0828
 PT0828.Superseded values are not recommended for survey control.
 PT0828
 PT0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0828.See file dsdata.pdf to determine how the superseded data were derived.
 PT0828
 PT0828_MARKER: DB = BENCH MARK DISK
 PT0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0828_STAMPING: V 20 1933
 PT0828_MARK LOGO: CGS
 PT0828_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0828+STABILITY: SURFACE MOTION
 PT0828
 PT0828  HISTORY     - Date     Condition        Report By
 PT0828  HISTORY     - 1933     MONUMENTED       CGS
 PT0828  HISTORY     - 1970     MARK NOT FOUND   USGS
 PT0828
 PT0828                          STATION DESCRIPTION
 PT0828
 PT0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0828'9.5 MI S FROM DUPREE.
 PT0828'9.5 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0828'COUNTY, ABOUT 150 FEET EAST OF A SMALL DRY WASH, AT A SECTION
 PT0828'CORNER, ABOUT 147 FEET NORTH OF THE SECTION LINE, AND 53 FEET
 PT0828'WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 PT0828'V 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0828'ABOUT 5 INCHES ABOVE GROUND.
 PT0828
 PT0828                          STATION RECOVERY (1970)
 PT0828
 PT0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PT0828'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0112 ***********************************************************************
 QR0112  DESIGNATION -  V 20
 QR0112  PID         -  QR0112
 QR0112  STATE/COUNTY-  SD/BROWN
 QR0112  COUNTRY     -  US
 QR0112  USGS QUAD   -  LAKE PARMLEY (2017)
 QR0112
 QR0112                         *CURRENT SURVEY CONTROL
 QR0112  ______________________________________________________________________
 QR0112* NAD 83(1986) POSITION- 45 26 31.     (N) 098 42 05.     (W)   SCALED
 QR0112* NAVD 88 ORTHO HEIGHT -   429.918 (meters)     1410.49  (feet) ADJUSTED
 QR0112  ______________________________________________________________________
 QR0112  GEOID HEIGHT    -        -24.057 (meters)                     GEOID18
 QR0112  DYNAMIC HEIGHT  -        429.887 (meters)     1410.39  (feet) COMP
 QR0112  MODELED GRAVITY -    980,532.2   (mgal)                       NAVD 88
 QR0112
 QR0112  VERT ORDER      -  FIRST     CLASS II
 QR0112
 QR0112.The horizontal coordinates were scaled from a map and have
 QR0112.an estimated accuracy of +/- 6 seconds.
 QR0112
 QR0112.The orthometric height was determined by differential leveling and
 QR0112.adjusted by the NATIONAL GEODETIC SURVEY
 QR0112.in June 1991.
 QR0112
 QR0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0112.GEOID18 height accuracy estimate available here.
 QR0112
 QR0112.Click photographs - Photos may exist for this station.
 QR0112
 QR0112.The dynamic height is computed by dividing the NAVD 88
 QR0112.geopotential number by the normal gravity value computed on the
 QR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0112.degrees latitude (g = 980.6199 gals.).
 QR0112
 QR0112.The modeled gravity was interpolated from observed gravity values.
 QR0112
 QR0112;                    North         East    Units  Estimated Accuracy
 QR0112;SPC SD N     -   179,570.      701,590.      MT  (+/- 180 meters Scaled)
 QR0112
 QR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR233320(NAD 83)
 QR0112
 QR0112                          SUPERSEDED SURVEY CONTROL
 QR0112
 QR0112  NGVD 29 (??/??/92)  429.606  (m)         1409.47   (f) ADJ UNCH    1 2
 QR0112
 QR0112.Superseded values are not recommended for survey control.
 QR0112
 QR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0112.See file dsdata.pdf to determine how the superseded data were derived.
 QR0112
 QR0112_MARKER: DB = BENCH MARK DISK
 QR0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0112_STAMPING: 1409.466 V 20 1931
 QR0112_MARK LOGO: CGS
 QR0112_PROJECTION: FLUSH
 QR0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0112+STABILITY: SURFACE MOTION
 QR0112
 QR0112  HISTORY     - Date     Condition        Report By
 QR0112  HISTORY     - 1931     MONUMENTED       CGS
 QR0112  HISTORY     - 1941     GOOD             CGS
 QR0112  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0112
 QR0112                          STATION DESCRIPTION
 QR0112
 QR0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0112'2.5 MI E FROM MINA.
 QR0112'2.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0112'PACIFIC RAILROAD FROM MINE, EDMUNDS COUNTY, 0.5 MILE EAST
 QR0112'OF MILEPOST 11, AT A ROAD CROSSING, 48 FEET WEST OF THE
 QR0112'CENTER LINE OF THE ROAD, 46 FEET NORTH OF THE NORTH RAIL,
 QR0112'AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 1409.466
 QR0112'V 20 1931 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QR0112'GROUND.
 QR0112
 QR0112                          STATION RECOVERY (1941)
 QR0112
 QR0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0112'RECOVERED IN GOOD CONDITION.
 QR0112
 QR0112                          STATION RECOVERY (1997)
 QR0112
 QR0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0112'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0493 ***********************************************************************
 PT0493  DESIGNATION -  V 21
 PT0493  PID         -  PT0493
 PT0493  STATE/COUNTY-  SD/HAAKON
 PT0493  COUNTRY     -  US
 PT0493  USGS QUAD   -  MILESVILLE (2017)
 PT0493
 PT0493                         *CURRENT SURVEY CONTROL
 PT0493  ______________________________________________________________________
 PT0493* NAD 83(1986) POSITION- 44 24 03.     (N) 101 40 46.     (W)   SCALED
 PT0493* NAVD 88 ORTHO HEIGHT -   748.830 (meters)     2456.79  (feet) ADJUSTED
 PT0493  ______________________________________________________________________
 PT0493  GEOID HEIGHT    -        -20.925 (meters)                     GEOID18
 PT0493  DYNAMIC HEIGHT  -        748.634 (meters)     2456.14  (feet) COMP
 PT0493  MODELED GRAVITY -    980,331.8   (mgal)                       NAVD 88
 PT0493
 PT0493  VERT ORDER      -  FIRST     CLASS II
 PT0493
 PT0493.The horizontal coordinates were scaled from a map and have
 PT0493.an estimated accuracy of +/- 6 seconds.
 PT0493
 PT0493.The orthometric height was determined by differential leveling and
 PT0493.adjusted by the NATIONAL GEODETIC SURVEY
 PT0493.in June 1991.
 PT0493
 PT0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0493.GEOID18 height accuracy estimate available here.
 PT0493
 PT0493.Click photographs - Photos may exist for this station.
 PT0493
 PT0493.The dynamic height is computed by dividing the NAVD 88
 PT0493.geopotential number by the normal gravity value computed on the
 PT0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0493.degrees latitude (g = 980.6199 gals.).
 PT0493
 PT0493.The modeled gravity was interpolated from observed gravity values.
 PT0493
 PT0493;                    North         East    Units  Estimated Accuracy
 PT0493;SPC SD S     -   230,560.      492,770.      MT  (+/- 180 meters Scaled)
 PT0493
 PT0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ866198(NAD 83)
 PT0493
 PT0493                          SUPERSEDED SURVEY CONTROL
 PT0493
 PT0493  NGVD 29 (??/??/92)  748.369  (m)         2455.27   (f) ADJ UNCH    1 2
 PT0493
 PT0493.Superseded values are not recommended for survey control.
 PT0493
 PT0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0493.See file dsdata.pdf to determine how the superseded data were derived.
 PT0493
 PT0493_MARKER: DB = BENCH MARK DISK
 PT0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0493_STAMPING: V 21 1933
 PT0493_MARK LOGO: CGS
 PT0493_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0493+STABILITY: SURFACE MOTION
 PT0493
 PT0493  HISTORY     - Date     Condition        Report By
 PT0493  HISTORY     - 1933     MONUMENTED       CGS
 PT0493  HISTORY     - 1962     GOOD             CGS
 PT0493  HISTORY     - 19950717 MARK NOT FOUND   NGS
 PT0493
 PT0493                          STATION DESCRIPTION
 PT0493
 PT0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0493'4 MI S FROM MILESVILLE.
 PT0493'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0493'LUTHERAN HOUR AT MILESVILLE, AT THE INTERSECTION OF STATE HIGHWAYS
 PT0493'34 AND 73, 358 FEET SOUTH OF AND ACROSS HIGHWAY 34 FROM A STORE
 PT0493'AND SERVICE STATION AT BILLSBURG, 161 FEET WEST OF THE CENTERLINE
 PT0493'OF HIGHWAY 73, 66.0 FEET SOUTH OF A METAL WITNESS POST, 65 FEET
 PT0493'SOUTH OF A FENCE, 63 FEET SOUTH OF A TELEPHONE POLE, ABOUT 6 FEET
 PT0493'BELOW THE LEVEL OF THE HIGHWAYS, AND SET IN THE TOP OF A CONCRETE
 PT0493'POST PROJECTING ABOUT 2 INCHES.
 PT0493
 PT0493                          STATION RECOVERY (1995)
 PT0493
 PT0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0493'THE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0611 ***********************************************************************
 OS0611  DESIGNATION -  V 22
 OS0611  PID         -  OS0611
 OS0611  STATE/COUNTY-  SD/BENNETT
 OS0611  COUNTRY     -  US
 OS0611  USGS QUAD   -  PATRICIA (2017)
 OS0611
 OS0611                         *CURRENT SURVEY CONTROL
 OS0611  ______________________________________________________________________
 OS0611* NAD 83(1986) POSITION- 43 15 08.     (N) 101 30 50.     (W)   SCALED
 OS0611* NAVD 88 ORTHO HEIGHT -   899.156 (meters)     2949.98  (feet) POSTED
 OS0611  ______________________________________________________________________
 OS0611  GEOID HEIGHT    -        -20.461 (meters)                     GEOID18
 OS0611  DYNAMIC HEIGHT  -        898.79  (meters)     2948.8   (feet) COMP
 OS0611  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 OS0611
 OS0611  VERT ORDER      -  * POSTED, SEE BELOW
 OS0611
 OS0611.The horizontal coordinates were scaled from a map and have
 OS0611.an estimated accuracy of +/- 6 seconds.
 OS0611
 OS0611.The orthometric height was determined by differential leveling
 OS0611.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OS0611
 OS0611.* This is a POSTED BENCH MARK height.
 OS0611
 OS0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0611.GEOID18 height accuracy estimate available here.
 OS0611
 OS0611.Click photographs - Photos may exist for this station.
 OS0611
 OS0611.The dynamic height is computed by dividing the NAVD 88
 OS0611.geopotential number by the normal gravity value computed on the
 OS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0611.degrees latitude (g = 980.6199 gals.).
 OS0611
 OS0611.The modeled gravity was interpolated from observed gravity values.
 OS0611
 OS0611;                    North         East    Units  Estimated Accuracy
 OS0611;SPC SD S     -   102,760.      504,140.      MT  (+/- 180 meters Scaled)
 OS0611
 OS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN959918(NAD 83)
 OS0611
 OS0611                          SUPERSEDED SURVEY CONTROL
 OS0611
 OS0611  NGVD 29 (??/??/92)  898.706  (m)         2948.50   (f) ADJ UNCH    2 0
 OS0611
 OS0611.Superseded values are not recommended for survey control.
 OS0611
 OS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0611.See file dsdata.pdf to determine how the superseded data were derived.
 OS0611
 OS0611_MARKER: DB = BENCH MARK DISK
 OS0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0611_STAMPING: R 23 1934
 OS0611_MARK LOGO: CGS
 OS0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0611+STABILITY: SURFACE MOTION
 OS0611
 OS0611  HISTORY     - Date     Condition        Report By
 OS0611  HISTORY     - 1934     MONUMENTED       CGS
 OS0611  HISTORY     - 1938     GOOD             CGS
 OS0611  HISTORY     - 1962     GOOD             CGS
 OS0611
 OS0611                          STATION DESCRIPTION
 OS0611
 OS0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0611'3.6 MI S FROM KADOKA.
 OS0611'3.6 MILES SOUTH ALONG STATE HIGHWAY 73 FROM KADOKA, JACKSON
 OS0611'COUNTY, AT THE SUMMIT OF A LONG GRADE RISING TO THE NORTH OUT
 OS0611'OF WHITE RIVER VALLEY, AND 45 FEET WEST OF THE CENTERLINE OF
 OS0611'THE HIGHWAY.  A STANDARD DISK, STAMPED R 23 1934 AND SET IN THE
 OS0611'TOP OF A CONCRETE POST.
 OS0611
 OS0611                          STATION RECOVERY (1962)
 OS0611
 OS0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OS0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1661 ***********************************************************************
 PU1661  DESIGNATION -  V 24
 PU1661  PID         -  PU1661
 PU1661  STATE/COUNTY-  SD/LAWRENCE
 PU1661  COUNTRY     -  US
 PU1661  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1661
 PU1661                         *CURRENT SURVEY CONTROL
 PU1661  ______________________________________________________________________
 PU1661* NAD 83(1986) POSITION- 44 29 25.     (N) 103 39 35.     (W)   SCALED
 PU1661* NAVD 88 ORTHO HEIGHT -  1108.231 (meters)     3635.92  (feet) ADJUSTED
 PU1661  ______________________________________________________________________
 PU1661  GEOID HEIGHT    -        -15.053 (meters)                     GEOID18
 PU1661  DYNAMIC HEIGHT  -       1107.875 (meters)     3634.75  (feet) COMP
 PU1661  MODELED GRAVITY -    980,257.8   (mgal)                       NAVD 88
 PU1661
 PU1661  VERT ORDER      -  FIRST     CLASS II
 PU1661
 PU1661.The horizontal coordinates were scaled from a map and have
 PU1661.an estimated accuracy of +/- 6 seconds.
 PU1661
 PU1661.The orthometric height was determined by differential leveling and
 PU1661.adjusted by the NATIONAL GEODETIC SURVEY
 PU1661.in June 1991.
 PU1661
 PU1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1661.GEOID18 height accuracy estimate available here.
 PU1661
 PU1661.Click photographs - Photos may exist for this station.
 PU1661
 PU1661.The dynamic height is computed by dividing the NAVD 88
 PU1661.geopotential number by the normal gravity value computed on the
 PU1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1661.degrees latitude (g = 980.6199 gals.).
 PU1661
 PU1661.The modeled gravity was interpolated from observed gravity values.
 PU1661
 PU1661;                    North         East    Units  Estimated Accuracy
 PU1661;SPC SD N     -    79,580.      309,000.      MT  (+/- 180 meters Scaled)
 PU1661
 PU1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK065272(NAD 83)
 PU1661
 PU1661                          SUPERSEDED SURVEY CONTROL
 PU1661
 PU1661  NGVD 29 (??/??/92) 1107.704  (m)         3634.19   (f) ADJ UNCH    1 2
 PU1661
 PU1661.Superseded values are not recommended for survey control.
 PU1661
 PU1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1661.See file dsdata.pdf to determine how the superseded data were derived.
 PU1661
 PU1661_MARKER: DB = BENCH MARK DISK
 PU1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1661_STAMPING: V 24 1934
 PU1661_MARK LOGO: CGS
 PU1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1661+STABILITY: SURFACE MOTION
 PU1661
 PU1661  HISTORY     - Date     Condition        Report By
 PU1661  HISTORY     - 1934     MONUMENTED       CGS
 PU1661  HISTORY     - 1962     GOOD             CGS
 PU1661
 PU1661                          STATION DESCRIPTION
 PU1661
 PU1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1661'2.2 MI NW FROM WHITEWOOD.
 PU1661'ABOUT 2.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1661'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD, 17 POLES
 PU1661'NORTHWEST OF MILE POST 137, 4 POLES NORTHWEST OF A ROAD UNDERPASS,
 PU1661'25 1/2 RAILS NORTHWEST OF THE NORTHWEST END OF UNDERPASS NO. H 293
 PU1661'1/3, 61 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET WEST OF A
 PU1661'TELEPHONE POLE, 9 1/2 FEET SOUTHWST OF A FENCE, 9.8 FEET SOUTHWEST
 PU1661'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET IN
 PU1661'THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0287 ***********************************************************************
 QT0287  DESIGNATION -  V 25
 QT0287  PID         -  QT0287
 QT0287  STATE/COUNTY-  SD/BUTTE
 QT0287  COUNTRY     -  US
 QT0287  USGS QUAD   -  BATTLE CREEK BUTTE (2017)
 QT0287
 QT0287                         *CURRENT SURVEY CONTROL
 QT0287  ______________________________________________________________________
 QT0287* NAD 83(1986) POSITION- 45 07 06.     (N) 103 46 23.     (W)   SCALED
 QT0287* NAVD 88 ORTHO HEIGHT -   982.128 (meters)     3222.20  (feet) ADJUSTED
 QT0287  ______________________________________________________________________
 QT0287  GEOID HEIGHT    -        -16.034 (meters)                     GEOID18
 QT0287  DYNAMIC HEIGHT  -        981.895 (meters)     3221.43  (feet) COMP
 QT0287  MODELED GRAVITY -    980,346.1   (mgal)                       NAVD 88
 QT0287
 QT0287  VERT ORDER      -  FIRST     CLASS II
 QT0287
 QT0287.The horizontal coordinates were scaled from a map and have
 QT0287.an estimated accuracy of +/- 6 seconds.
 QT0287
 QT0287.The orthometric height was determined by differential leveling and
 QT0287.adjusted by the NATIONAL GEODETIC SURVEY
 QT0287.in June 1991.
 QT0287
 QT0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0287.GEOID18 height accuracy estimate available here.
 QT0287
 QT0287.Click photographs - Photos may exist for this station.
 QT0287
 QT0287.The dynamic height is computed by dividing the NAVD 88
 QT0287.geopotential number by the normal gravity value computed on the
 QT0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0287.degrees latitude (g = 980.6199 gals.).
 QT0287
 QT0287.The modeled gravity was interpolated from observed gravity values.
 QT0287
 QT0287;                    North         East    Units  Estimated Accuracy
 QT0287;SPC SD N     -   149,710.      303,250.      MT  (+/- 180 meters Scaled)
 QT0287
 QT0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK965968(NAD 83)
 QT0287
 QT0287                          SUPERSEDED SURVEY CONTROL
 QT0287
 QT0287  NGVD 29 (??/??/92)  981.639  (m)         3220.59   (f) ADJ UNCH    1 2
 QT0287
 QT0287.Superseded values are not recommended for survey control.
 QT0287
 QT0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0287.See file dsdata.pdf to determine how the superseded data were derived.
 QT0287
 QT0287_MARKER: DB = BENCH MARK DISK
 QT0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0287_STAMPING: V 25 1934
 QT0287_MARK LOGO: CGS
 QT0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0287+STABILITY: SURFACE MOTION
 QT0287
 QT0287  HISTORY     - Date     Condition        Report By
 QT0287  HISTORY     - 1934     MONUMENTED       CGS
 QT0287
 QT0287                          STATION DESCRIPTION
 QT0287
 QT0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0287'31.9 MI N FROM BELLE FOURCHE.
 QT0287'31.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM BELLE FOURCHE, BUTTE
 QT0287'COUNTY, ABOUT 58 YARDS SOUTH OF A SMALL CREEK, 88 FEET WEST OF
 QT0287'THE CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTH OF AN OLD
 QT0287'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED V 25 1934 AND SET
 QT0287'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0225 ***********************************************************************
 QT0225  DESIGNATION -  V 26
 QT0225  PID         -  QT0225
 QT0225  STATE/COUNTY-  SD/HARDING
 QT0225  COUNTRY     -  US
 QT0225  USGS QUAD   -  HAY CREEK (2017)
 QT0225
 QT0225                         *CURRENT SURVEY CONTROL
 QT0225  ______________________________________________________________________
 QT0225* NAD 83(1986) POSITION- 45 44 17.     (N) 103 27 40.     (W)   SCALED
 QT0225* NAVD 88 ORTHO HEIGHT -   907.314 (meters)     2976.75  (feet) ADJUSTED
 QT0225  ______________________________________________________________________
 QT0225  GEOID HEIGHT    -        -15.843 (meters)                     GEOID18
 QT0225  DYNAMIC HEIGHT  -        907.192 (meters)     2976.35  (feet) COMP
 QT0225  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 QT0225
 QT0225  VERT ORDER      -  FIRST     CLASS II
 QT0225
 QT0225.The horizontal coordinates were scaled from a map and have
 QT0225.an estimated accuracy of +/- 6 seconds.
 QT0225
 QT0225.The orthometric height was determined by differential leveling and
 QT0225.adjusted by the NATIONAL GEODETIC SURVEY
 QT0225.in June 1991.
 QT0225
 QT0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0225.GEOID18 height accuracy estimate available here.
 QT0225
 QT0225.Click photographs - Photos may exist for this station.
 QT0225
 QT0225.The dynamic height is computed by dividing the NAVD 88
 QT0225.geopotential number by the normal gravity value computed on the
 QT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0225.degrees latitude (g = 980.6199 gals.).
 QT0225
 QT0225.The modeled gravity was interpolated from observed gravity values.
 QT0225
 QT0225;                    North         East    Units  Estimated Accuracy
 QT0225;SPC SD N     -   217,420.      330,710.      MT  (+/- 180 meters Scaled)
 QT0225
 QT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL197660(NAD 83)
 QT0225
 QT0225                          SUPERSEDED SURVEY CONTROL
 QT0225
 QT0225  NGVD 29 (??/??/92)  906.821  (m)         2975.13   (f) ADJ UNCH    1 2
 QT0225
 QT0225.Superseded values are not recommended for survey control.
 QT0225
 QT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0225.See file dsdata.pdf to determine how the superseded data were derived.
 QT0225
 QT0225_MARKER: DB = BENCH MARK DISK
 QT0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0225_STAMPING: V 26 1934
 QT0225_MARK LOGO: CGS
 QT0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0225+STABILITY: SURFACE MOTION
 QT0225
 QT0225  HISTORY     - Date     Condition        Report By
 QT0225  HISTORY     - 1934     MONUMENTED       CGS
 QT0225  HISTORY     - 1965     GOOD             USGS
 QT0225
 QT0225                          STATION DESCRIPTION
 QT0225
 QT0225'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QT0225'7 MI S FROM LUDLOW.
 QT0225'7.0 MILES SOUTH OF LUDLOW, THENCE 4.5 MILES WEST, IN THE SOUTHEAST
 QT0225'QUARTER OF SECTION 35, T 21 N, R 5 E, 0.9 MILE NORTHEAST ALONG
 QT0225'ABANDONED HIGHWAY FROM E-W COUNTY ROAD CROSSING, 82 FT. NORTHWEST
 QT0225'OF OLD HIGHWAY, AT FIELD ENTRANCE NORTHWEST, 26 FEET NORTHWEST
 QT0225'OF R.O.W. FENCE, IN A CONCRETE POST.  A STANDARD DISK STAMPED
 QT0225'V 26 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0086 ***********************************************************************
 QS0086  DESIGNATION -  V 27
 QS0086  PID         -  QS0086
 QS0086  STATE/COUNTY-  SD/WALWORTH
 QS0086  COUNTRY     -  US
 QS0086  USGS QUAD   -  SELBY (2017)
 QS0086
 QS0086                         *CURRENT SURVEY CONTROL
 QS0086  ______________________________________________________________________
 QS0086* NAD 83(1986) POSITION- 45 30 24.     (N) 100 02 05.     (W)   SCALED
 QS0086* NAVD 88 ORTHO HEIGHT -   581.070 (meters)     1906.39  (feet) ADJUSTED
 QS0086  ______________________________________________________________________
 QS0086  GEOID HEIGHT    -        -22.304 (meters)                     GEOID18
 QS0086  DYNAMIC HEIGHT  -        581.011 (meters)     1906.20  (feet) COMP
 QS0086  MODELED GRAVITY -    980,497.1   (mgal)                       NAVD 88
 QS0086
 QS0086  VERT ORDER      -  FIRST     CLASS II
 QS0086
 QS0086.The horizontal coordinates were scaled from a map and have
 QS0086.an estimated accuracy of +/- 6 seconds.
 QS0086
 QS0086.The orthometric height was determined by differential leveling and
 QS0086.adjusted by the NATIONAL GEODETIC SURVEY
 QS0086.in July 1998.
 QS0086
 QS0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0086.GEOID18 height accuracy estimate available here.
 QS0086
 QS0086.Click photographs - Photos may exist for this station.
 QS0086
 QS0086.The dynamic height is computed by dividing the NAVD 88
 QS0086.geopotential number by the normal gravity value computed on the
 QS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0086.degrees latitude (g = 980.6199 gals.).
 QS0086
 QS0086.The modeled gravity was interpolated from observed gravity values.
 QS0086
 QS0086;                    North         East    Units  Estimated Accuracy
 QS0086;SPC SD N     -   185,950.      597,290.      MT  (+/- 180 meters Scaled)
 QS0086
 QS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR191397(NAD 83)
 QS0086
 QS0086                          SUPERSEDED SURVEY CONTROL
 QS0086
 QS0086  NAVD 88 (06/15/91)  580.815  (m)         1905.56   (f) SUPERSEDED  1 2
 QS0086  NGVD 29 (??/??/92)  580.442  (m)         1904.33   (f) ADJ UNCH    1 2
 QS0086
 QS0086.Superseded values are not recommended for survey control.
 QS0086
 QS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0086.See file dsdata.pdf to determine how the superseded data were derived.
 QS0086
 QS0086_MARKER: DB = BENCH MARK DISK
 QS0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QS0086_SP_SET: PARAPET
 QS0086_STAMPING: V 27 1934
 QS0086_MARK LOGO: CGS
 QS0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0086+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 QS0086
 QS0086  HISTORY     - Date     Condition        Report By
 QS0086  HISTORY     - 1934     MONUMENTED       CGS
 QS0086  HISTORY     - 1940     GOOD             CGS
 QS0086  HISTORY     - 19970312 GOOD             NGS
 QS0086
 QS0086                          STATION DESCRIPTION
 QS0086
 QS0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0086'AT SELBY.
 QS0086'AT SELBY, WALWORTH COUNTY, AT THE COUNTY COURTHOUSE, 13 FEET
 QS0086'NORTH OF THE CENTERLINE OF THE MAIN ENTRANCE, IN THE CONCRETE
 QS0086'FOUNDATION OF THE NORTH BRICK PARAPET OF THE STEPS, AND 14
 QS0086'INCHES ABOVE THE SIDEWALK.  A STANDARD DISK STAMPED V 27 1934
 QS0086'AND SET VERTICALLY.
 QS0086
 QS0086                          STATION RECOVERY (1997)
 QS0086
 QS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0086'IN SELBY, AT THE INTERSECTION OF SCRANTON STREET AND FOURTH AVENUE,
 QS0086'SET VERTICALLY IN THE EAST FACE OF THE NORTH BRICK PARAPET AT THE EAST
 QS0086'ENTRANCE TO THE COURTHOUSE, 51.5 M (169.0 FT) SOUTH OF THE STREET
 QS0086'CENTERLINE, 42.9 M (140.7 FT) WEST OF THE AVENUE CENTER, 4.0 M (13.1
 QS0086'FT) NORTH OF THE CENTER OF THE ENTRANCE, AND 0.4 M (1.3 FT) ABOVE THE
 QS0086'LEVEL OF THE AVENUE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0331 ***********************************************************************
 QS0331  DESIGNATION -  V 28
 QS0331  PID         -  QS0331
 QS0331  STATE/COUNTY-  SD/CORSON
 QS0331  COUNTRY     -  US
 QS0331  USGS QUAD   -  WAKPALA SW (2017)
 QS0331
 QS0331                         *CURRENT SURVEY CONTROL
 QS0331  ______________________________________________________________________
 QS0331* NAD 83(1986) POSITION- 45 31 08.     (N) 100 42 29.     (W)   SCALED
 QS0331* NAVD 88 ORTHO HEIGHT -   591.726 (meters)     1941.35  (feet) ADJUSTED
 QS0331  ______________________________________________________________________
 QS0331  GEOID HEIGHT    -        -21.433 (meters)                     GEOID18
 QS0331  DYNAMIC HEIGHT  -        591.663 (meters)     1941.15  (feet) COMP
 QS0331  MODELED GRAVITY -    980,491.2   (mgal)                       NAVD 88
 QS0331
 QS0331  VERT ORDER      -  FIRST     CLASS II
 QS0331
 QS0331.The horizontal coordinates were scaled from a map and have
 QS0331.an estimated accuracy of +/- 6 seconds.
 QS0331
 QS0331.The orthometric height was determined by differential leveling and
 QS0331.adjusted by the NATIONAL GEODETIC SURVEY
 QS0331.in June 1991.
 QS0331
 QS0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0331.GEOID18 height accuracy estimate available here.
 QS0331
 QS0331.Click photographs - Photos may exist for this station.
 QS0331
 QS0331.The dynamic height is computed by dividing the NAVD 88
 QS0331.geopotential number by the normal gravity value computed on the
 QS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0331.degrees latitude (g = 980.6199 gals.).
 QS0331
 QS0331.The modeled gravity was interpolated from observed gravity values.
 QS0331
 QS0331;                    North         East    Units  Estimated Accuracy
 QS0331;SPC SD N     -   187,550.      544,680.      MT  (+/- 180 meters Scaled)
 QS0331
 QS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR666420(NAD 83)
 QS0331
 QS0331                          SUPERSEDED SURVEY CONTROL
 QS0331
 QS0331  NGVD 29 (??/??/92)  591.328  (m)         1940.05   (f) ADJ UNCH    1 2
 QS0331
 QS0331.Superseded values are not recommended for survey control.
 QS0331
 QS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0331.See file dsdata.pdf to determine how the superseded data were derived.
 QS0331
 QS0331_MARKER: DB = BENCH MARK DISK
 QS0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0331_STAMPING: V 28 1934
 QS0331_MARK LOGO: CGS
 QS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0331+STABILITY: SURFACE MOTION
 QS0331
 QS0331  HISTORY     - Date     Condition        Report By
 QS0331  HISTORY     - 1934     MONUMENTED       CGS
 QS0331
 QS0331                          STATION DESCRIPTION
 QS0331
 QS0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0331'2 MI SW FROM LANDEAU.
 QS0331'ABOUT 2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0331'AND PACIFIC RAILROAD FROM LANDEAU, CORSON COUNTY, AT MILEPOST
 QS0331'18, ABOUT 16 YARDS EAST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT
 QS0331'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 28
 QS0331'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 USGS
 QS0331'REPORT -- THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QS0331'HAS BEEN MOVED ABOVE THE OAHE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0213 ***********************************************************************
 QT0213  DESIGNATION -  V 29
 QT0213  PID         -  QT0213
 QT0213  STATE/COUNTY-  SD/PERKINS
 QT0213  COUNTRY     -  US
 QT0213  USGS QUAD   -  PRAIRIE CITY (2017)
 QT0213
 QT0213                         *CURRENT SURVEY CONTROL
 QT0213  ______________________________________________________________________
 QT0213* NAD 83(1986) POSITION- 45 31 44.     (N) 102 52 11.     (W)   SCALED
 QT0213* NAVD 88 ORTHO HEIGHT -   902.633 (meters)     2961.39  (feet) ADJUSTED
 QT0213  ______________________________________________________________________
 QT0213  GEOID HEIGHT    -        -17.215 (meters)                     GEOID18
 QT0213  DYNAMIC HEIGHT  -        902.479 (meters)     2960.88  (feet) COMP
 QT0213  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 QT0213
 QT0213  VERT ORDER      -  FIRST     CLASS II
 QT0213
 QT0213.The horizontal coordinates were scaled from a map and have
 QT0213.an estimated accuracy of +/- 6 seconds.
 QT0213
 QT0213.The orthometric height was determined by differential leveling and
 QT0213.adjusted by the NATIONAL GEODETIC SURVEY
 QT0213.in June 1991.
 QT0213
 QT0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0213.GEOID18 height accuracy estimate available here.
 QT0213
 QT0213.Click photographs - Photos may exist for this station.
 QT0213
 QT0213.The dynamic height is computed by dividing the NAVD 88
 QT0213.geopotential number by the normal gravity value computed on the
 QT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0213.degrees latitude (g = 980.6199 gals.).
 QT0213
 QT0213.The modeled gravity was interpolated from observed gravity values.
 QT0213
 QT0213;                    North         East    Units  Estimated Accuracy
 QT0213;SPC SD N     -   192,390.      375,880.      MT  (+/- 180 meters Scaled)
 QT0213
 QT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL663439(NAD 83)
 QT0213
 QT0213                          SUPERSEDED SURVEY CONTROL
 QT0213
 QT0213  NGVD 29 (??/??/92)  902.160  (m)         2959.84   (f) ADJ UNCH    1 2
 QT0213
 QT0213.Superseded values are not recommended for survey control.
 QT0213
 QT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0213.See file dsdata.pdf to determine how the superseded data were derived.
 QT0213
 QT0213_MARKER: DB = BENCH MARK DISK
 QT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0213_STAMPING: V 29 1934
 QT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0213+STABILITY: SURFACE MOTION
 QT0213
 QT0213  HISTORY     - Date     Condition        Report By
 QT0213  HISTORY     - 1934     MONUMENTED       CGS
 QT0213  HISTORY     - 1941     GOOD             CGS
 QT0213  HISTORY     - 1980     MARK NOT FOUND   USGS
 QT0213  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0213
 QT0213                          STATION DESCRIPTION
 QT0213
 QT0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0213'10.7 MI E FROM REVA.
 QT0213'10.7 MILES EAST ALONG STATE HIGHWAY 8 FROM REVA, HARDING COUNTY,
 QT0213'AT A ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF THE
 QT0213'CROSSROAD, 47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 28
 QT0213'FEET NORTH OF THE EAST-AND-WEST FENCE, AND 3 FEET EAST OF THE
 QT0213'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED V 29 1934 AND
 QT0213'SET ON THE TOP OF A CONCRETE POST.
 QT0213
 QT0213                          STATION RECOVERY (1980)
 QT0213
 QT0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0213'STATE HIGHWAY 8, IS NOW STATE HIGHWAY 20.
 QT0213
 QT0213                          STATION RECOVERY (1999)
 QT0213
 QT0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0213'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0074 ***********************************************************************
 QS0074  DESIGNATION -  V 294
 QS0074  PID         -  QS0074
 QS0074  STATE/COUNTY-  SD/CAMPBELL
 QS0074  COUNTRY     -  US
 QS0074  USGS QUAD   -  MOUND CITY (2017)
 QS0074
 QS0074                         *CURRENT SURVEY CONTROL
 QS0074  ______________________________________________________________________
 QS0074* NAD 83(1986) POSITION- 45 40 43.     (N) 100 02 54.     (W)   SCALED
 QS0074* NAVD 88 ORTHO HEIGHT -   523.082 (meters)     1716.14  (feet) ADJUSTED
 QS0074  ______________________________________________________________________
 QS0074  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 QS0074  DYNAMIC HEIGHT  -        523.039 (meters)     1716.00  (feet) COMP
 QS0074  MODELED GRAVITY -    980,516.8   (mgal)                       NAVD 88
 QS0074
 QS0074  VERT ORDER      -  SECOND    CLASS 0
 QS0074
 QS0074.The horizontal coordinates were scaled from a map and have
 QS0074.an estimated accuracy of +/- 6 seconds.
 QS0074
 QS0074.The orthometric height was determined by differential leveling and
 QS0074.adjusted by the NATIONAL GEODETIC SURVEY
 QS0074.in June 1991.
 QS0074
 QS0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0074.GEOID18 height accuracy estimate available here.
 QS0074
 QS0074.Click photographs - Photos may exist for this station.
 QS0074
 QS0074.The dynamic height is computed by dividing the NAVD 88
 QS0074.geopotential number by the normal gravity value computed on the
 QS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0074.degrees latitude (g = 980.6199 gals.).
 QS0074
 QS0074.The modeled gravity was interpolated from observed gravity values.
 QS0074
 QS0074;                    North         East    Units  Estimated Accuracy
 QS0074;SPC SD N     -   205,060.      596,230.      MT  (+/- 180 meters Scaled)
 QS0074
 QS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR183588(NAD 83)
 QS0074
 QS0074                          SUPERSEDED SURVEY CONTROL
 QS0074
 QS0074  NGVD 29 (??/??/92)  522.704  (m)         1714.90   (f) ADJ UNCH    2 0
 QS0074
 QS0074.Superseded values are not recommended for survey control.
 QS0074
 QS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0074.See file dsdata.pdf to determine how the superseded data were derived.
 QS0074
 QS0074_MARKER: DB = BENCH MARK DISK
 QS0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0074_SP_SET: CULVERT HEADWALL
 QS0074_STAMPING: V 294 1940
 QS0074_MARK LOGO: CGS
 QS0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0074+STABILITY: SURFACE MOTION
 QS0074
 QS0074  HISTORY     - Date     Condition        Report By
 QS0074  HISTORY     - 1940     MONUMENTED       CGS
 QS0074
 QS0074                          STATION DESCRIPTION
 QS0074
 QS0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0074'4.3 MI S FROM MOUND CITY.
 QS0074'ABOUT 4.3 MILES SOUTH ALONG OLD U.S. HIGHWAY 83 FROM THE
 QS0074'COURTHOUSE AT MOUND CITY, CAMPBELL COUNTY, AT A CONCRETE CULVERT,
 QS0074'IN THE CENTER OF THE TOP OF A HIGH HEAD WALL, 12.5 FEET WEST OF
 QS0074'THE CENTER LINE OF THE HIGHWAY, AND 5.2 FEET NORTH OF A WHITE
 QS0074'POST.  A STANDARD DISK, STAMPED V 294 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0326 ***********************************************************************
 PS0326  DESIGNATION -  V 295 RESET
 PS0326  PID         -  PS0326
 PS0326  STATE/COUNTY-  SD/HYDE
 PS0326  COUNTRY     -  US
 PS0326  USGS QUAD   -  HIGHMORE (2017)
 PS0326
 PS0326                         *CURRENT SURVEY CONTROL
 PS0326  ______________________________________________________________________
 PS0326* NAD 83(1986) POSITION- 44 36 40.     (N) 099 27 10.     (W)   SCALED
 PS0326* NAVD 88 ORTHO HEIGHT -   529.99  (meters)     1738.8   (feet) RESET
 PS0326  ______________________________________________________________________
 PS0326  GEOID HEIGHT    -        -23.632 (meters)                     GEOID18
 PS0326  VERT ORDER      -  THIRD
 PS0326
 PS0326.The horizontal coordinates were scaled from a map and have
 PS0326.an estimated accuracy of +/- 6 seconds.
 PS0326
 PS0326.The orthometric height was computed from unverified reset data.
 PS0326
 PS0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0326.GEOID18 height accuracy estimate available here.
 PS0326
 PS0326.Click photographs - Photos may exist for this station.
 PS0326
 PS0326;                    North         East    Units  Estimated Accuracy
 PS0326;SPC SD N     -    86,580.      643,440.      MT  (+/- 180 meters Scaled)
 PS0326
 PS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ640398(NAD 83)
 PS0326
 PS0326                          SUPERSEDED SURVEY CONTROL
 PS0326
 PS0326.No superseded survey control is available for this station.
 PS0326
 PS0326_MARKER: DB = BENCH MARK DISK
 PS0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0326_SP_SET: CULVERT HEADWALL
 PS0326_STAMPING: V 295 RESET 1963
 PS0326_MARK LOGO: CGS
 PS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0326+STABILITY: SURFACE MOTION
 PS0326
 PS0326  HISTORY     - Date     Condition        Report By
 PS0326  HISTORY     - 1963     MONUMENTED       SDHD
 PS0326  HISTORY     - 1964     GOOD             CGS
 PS0326  HISTORY     - 1984     GOOD             NGS
 PS0326
 PS0326                          STATION DESCRIPTION
 PS0326
 PS0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PS0326'6.8 MI N FROM HIGHMORE.
 PS0326'6.8 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0326'NORTHWESTERN RAILWAY STATION AT HIGHMORE, AT A CONCRETE BOX
 PS0326'CULVERT UNDER THE ROAD, IN THE TOP OF THE SOUTH END OF THE
 PS0326'EAST HEADWALL, 27 FT EAST OF THE CENTERLINE OF THE ROAD.
 PS0326
 PS0326                          STATION RECOVERY (1984)
 PS0326
 PS0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0095 ***********************************************************************
 OR0095  DESIGNATION -  V 296
 OR0095  PID         -  OR0095
 OR0095  STATE/COUNTY-  SD/CHARLES MIX
 OR0095  COUNTRY     -  US
 OR0095  USGS QUAD   -  RAVINIA (2017)
 OR0095
 OR0095                         *CURRENT SURVEY CONTROL
 OR0095  ______________________________________________________________________
 OR0095* NAD 83(1986) POSITION- 43 08 52.     (N) 098 28 06.     (W)   SCALED
 OR0095* NAVD 88 ORTHO HEIGHT -   448.678 (meters)     1472.04  (feet) ADJUSTED
 OR0095  ______________________________________________________________________
 OR0095  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 OR0095  DYNAMIC HEIGHT  -        448.529 (meters)     1471.55  (feet) COMP
 OR0095  MODELED GRAVITY -    980,276.1   (mgal)                       NAVD 88
 OR0095
 OR0095  VERT ORDER      -  SECOND    CLASS 0
 OR0095
 OR0095.The horizontal coordinates were scaled from a map and have
 OR0095.an estimated accuracy of +/- 6 seconds.
 OR0095
 OR0095.The orthometric height was determined by differential leveling and
 OR0095.adjusted by the NATIONAL GEODETIC SURVEY
 OR0095.in June 1991.
 OR0095
 OR0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0095.GEOID18 height accuracy estimate available here.
 OR0095
 OR0095.Click photographs - Photos may exist for this station.
 OR0095
 OR0095.The dynamic height is computed by dividing the NAVD 88
 OR0095.geopotential number by the normal gravity value computed on the
 OR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0095.degrees latitude (g = 980.6199 gals.).
 OR0095
 OR0095.The modeled gravity was interpolated from observed gravity values.
 OR0095
 OR0095;                    North         East    Units  Estimated Accuracy
 OR0095;SPC SD S     -    92,180.      751,690.      MT  (+/- 180 meters Scaled)
 OR0095
 OR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN432773(NAD 83)
 OR0095
 OR0095                          SUPERSEDED SURVEY CONTROL
 OR0095
 OR0095  NGVD 29 (??/??/92)  448.372  (m)         1471.03   (f) ADJ UNCH    2 0
 OR0095
 OR0095.Superseded values are not recommended for survey control.
 OR0095
 OR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0095.See file dsdata.pdf to determine how the superseded data were derived.
 OR0095
 OR0095_MARKER: DB = BENCH MARK DISK
 OR0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0095_SP_SET: CULVERT HEADWALL
 OR0095_STAMPING: V 296 1940
 OR0095_MARK LOGO: CGS
 OR0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0095+STABILITY: SURFACE MOTION
 OR0095
 OR0095  HISTORY     - Date     Condition        Report By
 OR0095  HISTORY     - 1940     MONUMENTED       CGS
 OR0095
 OR0095                          STATION DESCRIPTION
 OR0095
 OR0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OR0095'2.3 MI NW FROM RAVINIA.
 OR0095'2.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0095'PACIFIC RAILROAD FROM THE STATION AT RAVINIA, CHARLES MIX COUNTY,
 OR0095'4-1/2 POLES NORTHWEST OF MILEPOST 56, 77.9 FEET SOUTHWEST OF THE
 OR0095'SOUTHWEST RAIL, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 18, IN
 OR0095'THE CENTER OF THE TOP OF THE NORTH HEADWALL, AND 19.5 FEET NORTH
 OR0095'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OR0095'V 296 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0284 ***********************************************************************
 QS0284  DESIGNATION -  V 298
 QS0284  PID         -  QS0284
 QS0284  STATE/COUNTY-  SD/DEWEY
 QS0284  COUNTRY     -  US
 QS0284  USGS QUAD   -  VIRGINIA (2017)
 QS0284
 QS0284                         *CURRENT SURVEY CONTROL
 QS0284  ______________________________________________________________________
 QS0284* NAD 83(1986) POSITION- 45 10 48.     (N) 100 35 33.     (W)   SCALED
 QS0284* NAVD 88 ORTHO HEIGHT -   562.841 (meters)     1846.59  (feet) ADJUSTED
 QS0284  ______________________________________________________________________
 QS0284  GEOID HEIGHT    -        -22.055 (meters)                     GEOID18
 QS0284  DYNAMIC HEIGHT  -        562.754 (meters)     1846.30  (feet) COMP
 QS0284  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 QS0284
 QS0284  VERT ORDER      -  SECOND    CLASS 0
 QS0284
 QS0284.The horizontal coordinates were scaled from a map and have
 QS0284.an estimated accuracy of +/- 6 seconds.
 QS0284
 QS0284.The orthometric height was determined by differential leveling and
 QS0284.adjusted by the NATIONAL GEODETIC SURVEY
 QS0284.in June 1991.
 QS0284
 QS0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0284.GEOID18 height accuracy estimate available here.
 QS0284
 QS0284.Click photographs - Photos may exist for this station.
 QS0284
 QS0284.The dynamic height is computed by dividing the NAVD 88
 QS0284.geopotential number by the normal gravity value computed on the
 QS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0284.degrees latitude (g = 980.6199 gals.).
 QS0284
 QS0284.The modeled gravity was interpolated from observed gravity values.
 QS0284
 QS0284;                    North         East    Units  Estimated Accuracy
 QS0284;SPC SD N     -   149,820.      553,430.      MT  (+/- 180 meters Scaled)
 QS0284
 QS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR748041(NAD 83)
 QS0284
 QS0284                          SUPERSEDED SURVEY CONTROL
 QS0284
 QS0284  NGVD 29 (??/??/92)  562.426  (m)         1845.23   (f) ADJ UNCH    2 0
 QS0284
 QS0284.Superseded values are not recommended for survey control.
 QS0284
 QS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0284.See file dsdata.pdf to determine how the superseded data were derived.
 QS0284
 QS0284_MARKER: DB = BENCH MARK DISK
 QS0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0284_STAMPING: V 298 1940
 QS0284_MARK LOGO: CGS
 QS0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0284+STABILITY: SURFACE MOTION
 QS0284
 QS0284  HISTORY     - Date     Condition        Report By
 QS0284  HISTORY     - 1940     MONUMENTED       CGS
 QS0284
 QS0284                          STATION DESCRIPTION
 QS0284
 QS0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0284'4.3 MI NE FROM LA PLANT.
 QS0284'ABOUT 4.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0284'PAUL AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY
 QS0284'COUNTY, ABOUT 11.5 POLES SOUTHWEST OF MILEPOST 25, AT A ROAD
 QS0284'CROSSING, 50 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 QS0284'15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT
 QS0284'SOUTHWEST OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A
 QS0284'STANDARD DISK, STAMPED V 298 1940 AND SET IN THE TOP OF A CONCRETE
 QS0284'POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0509 ***********************************************************************
 OR0509  DESIGNATION -  V 300
 OR0509  PID         -  OR0509
 OR0509  STATE/COUNTY-  SD/BRULE
 OR0509  COUNTRY     -  US
 OR0509  USGS QUAD   -  BIJOU HILLS (2017)
 OR0509
 OR0509                         *CURRENT SURVEY CONTROL
 OR0509  ______________________________________________________________________
 OR0509* NAD 83(1986) POSITION- 43 34 18.     (N) 099 12 38.     (W)   SCALED
 OR0509* NAVD 88 ORTHO HEIGHT -   552.488 (meters)     1812.62  (feet) ADJUSTED
 OR0509  ______________________________________________________________________
 OR0509  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 OR0509  DYNAMIC HEIGHT  -        552.311 (meters)     1812.04  (feet) COMP
 OR0509  MODELED GRAVITY -    980,282.4   (mgal)                       NAVD 88
 OR0509
 OR0509  VERT ORDER      -  SECOND    CLASS 0
 OR0509
 OR0509.The horizontal coordinates were scaled from a map and have
 OR0509.an estimated accuracy of +/- 6 seconds.
 OR0509
 OR0509.The orthometric height was determined by differential leveling and
 OR0509.adjusted by the NATIONAL GEODETIC SURVEY
 OR0509.in June 1991.
 OR0509
 OR0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0509.GEOID18 height accuracy estimate available here.
 OR0509
 OR0509.Click photographs - Photos may exist for this station.
 OR0509
 OR0509.The dynamic height is computed by dividing the NAVD 88
 OR0509.geopotential number by the normal gravity value computed on the
 OR0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0509.degrees latitude (g = 980.6199 gals.).
 OR0509
 OR0509.The modeled gravity was interpolated from observed gravity values.
 OR0509
 OR0509;                    North         East    Units  Estimated Accuracy
 OR0509;SPC SD S     -   138,180.      690,690.      MT  (+/- 180 meters Scaled)
 OR0509
 OR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP829243(NAD 83)
 OR0509
 OR0509                          SUPERSEDED SURVEY CONTROL
 OR0509
 OR0509  NGVD 29 (??/??/92)  552.134  (m)         1811.46   (f) ADJ UNCH    2 0
 OR0509
 OR0509.Superseded values are not recommended for survey control.
 OR0509
 OR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0509.See file dsdata.pdf to determine how the superseded data were derived.
 OR0509
 OR0509_MARKER: DB = BENCH MARK DISK
 OR0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0509_STAMPING: V 300 1945
 OR0509_MARK LOGO: CGS
 OR0509_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0509+STABILITY: SURFACE MOTION
 OR0509
 OR0509  HISTORY     - Date     Condition        Report By
 OR0509  HISTORY     - 1945     MONUMENTED       CGS
 OR0509
 OR0509                          STATION DESCRIPTION
 OR0509
 OR0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0509'21.9 MI SE FROM CHAMBERLAIN.
 OR0509'21.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0509'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0509'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0509'10.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST
 OR0509'ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG A GRADED
 OR0509'DIRT ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, AND
 OR0509'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD.  IT IS AT THE
 OR0509'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 66 FEET SOUTH OF THE
 OR0509'CENTER LINE OF TH EAST-AND-WEST ROAD, 40 FEET EAST OF THE CENTER
 OR0509'LINE OF THE NORTH-AND-SOUTH ROAD, 2 FEET EAST OF A FENCE, 2
 OR0509'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 OR0509'LOWER THAN THE NORTH-AND-SOUTH ROAD, AND SET IN THE TOP OF A
 OR0509'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0699 ***********************************************************************
 OR0699  DESIGNATION -  V 301
 OR0699  PID         -  OR0699
 OR0699  STATE/COUNTY-  SD/CHARLES MIX
 OR0699  COUNTRY     -  US
 OR0699  USGS QUAD   -  ACADEMY (2017)
 OR0699
 OR0699                         *CURRENT SURVEY CONTROL
 OR0699  ______________________________________________________________________
 OR0699* NAD 83(1986) POSITION- 43 23 03.     (N) 099 00 11.     (W)   SCALED
 OR0699* NAVD 88 ORTHO HEIGHT -   514.354 (meters)     1687.51  (feet) ADJUSTED
 OR0699  ______________________________________________________________________
 OR0699  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 OR0699  DYNAMIC HEIGHT  -        514.186 (meters)     1686.96  (feet) COMP
 OR0699  MODELED GRAVITY -    980,277.9   (mgal)                       NAVD 88
 OR0699
 OR0699  VERT ORDER      -  FIRST     CLASS II
 OR0699
 OR0699.The horizontal coordinates were scaled from a map and have
 OR0699.an estimated accuracy of +/- 6 seconds.
 OR0699
 OR0699.The orthometric height was determined by differential leveling and
 OR0699.adjusted by the NATIONAL GEODETIC SURVEY
 OR0699.in June 1991.
 OR0699
 OR0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0699.GEOID18 height accuracy estimate available here.
 OR0699
 OR0699.Click photographs - Photos may exist for this station.
 OR0699
 OR0699.The dynamic height is computed by dividing the NAVD 88
 OR0699.geopotential number by the normal gravity value computed on the
 OR0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0699.degrees latitude (g = 980.6199 gals.).
 OR0699
 OR0699.The modeled gravity was interpolated from observed gravity values.
 OR0699
 OR0699;                    North         East    Units  Estimated Accuracy
 OR0699;SPC SD S     -   117,600.      707,780.      MT  (+/- 180 meters Scaled)
 OR0699
 OR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP997034(NAD 83)
 OR0699
 OR0699                          SUPERSEDED SURVEY CONTROL
 OR0699
 OR0699  NGVD 29 (??/??/92)  514.01   (m)         1686.4    (f) COMPUTED    1 2
 OR0699
 OR0699.Superseded values are not recommended for survey control.
 OR0699
 OR0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0699.See file dsdata.pdf to determine how the superseded data were derived.
 OR0699
 OR0699_MARKER: DB = BENCH MARK DISK
 OR0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0699_STAMPING: V 301 1945
 OR0699_MARK LOGO: CGS
 OR0699_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0699+STABILITY: SURFACE MOTION
 OR0699
 OR0699  HISTORY     - Date     Condition        Report By
 OR0699  HISTORY     - 1945     MONUMENTED       CGS
 OR0699  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0699
 OR0699                          STATION DESCRIPTION
 OR0699
 OR0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0699'8.2 MI W FROM PLATTE.
 OR0699'TO REACH FROM THE POST OFFICE AT PLATTE GO SOUTH 0.2 MILE ALONG
 OR0699'MAIN STREET, THENCE WEST 8.0 MILES ALONG A GRAVELED ROAD TO SITE
 OR0699'OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 OR0699'A NORTH-SOUTH DIRT ROAD, 36.0 FEET NORTH OF AND ABOUT 1.0 FOOT
 OR0699'HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 76.0 FEET WEST
 OR0699'OF THE CENTER LINE OF THE DIRT ROAD, 39.0 FEET WEST OF A FENCE
 OR0699'CORNER AND 2.0 FEET EAST OF A 4 X 4 MARKER POST.  AN IRON DISK
 OR0699'STAMPED V 301 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0699'PROJECTS 5 INCHES ABOVE GROUND.
 OR0699
 OR0699                          STATION RECOVERY (1971)
 OR0699
 OR0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0699'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0700 ***********************************************************************
 OR0700  DESIGNATION -  V 301 RESET
 OR0700  PID         -  OR0700
 OR0700  STATE/COUNTY-  SD/CHARLES MIX
 OR0700  COUNTRY     -  US
 OR0700  USGS QUAD   -  ACADEMY (2017)
 OR0700
 OR0700                         *CURRENT SURVEY CONTROL
 OR0700  ______________________________________________________________________
 OR0700* NAD 83(1986) POSITION- 43 23 03.     (N) 099 00 11.     (W)   SCALED
 OR0700* NAVD 88 ORTHO HEIGHT -   514.57  (+/-2cm)     1688.2   (feet) VERTCON3
 OR0700  ______________________________________________________________________
 OR0700  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 OR0700  VERT ORDER      -  THIRD (See Below)
 OR0700
 OR0700.The horizontal coordinates were scaled from a map and have
 OR0700.an estimated accuracy of +/- 6 seconds.
 OR0700
 OR0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0700
 OR0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0700.GEOID18 height accuracy estimate available here.
 OR0700
 OR0700.The vertical order pertains to the NGVD 29 superseded value.
 OR0700
 OR0700.Click photographs - Photos may exist for this station.
 OR0700
 OR0700;                    North         East    Units  Estimated Accuracy
 OR0700;SPC SD S     -   117,600.      707,780.      MT  (+/- 180 meters Scaled)
 OR0700
 OR0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP997034(NAD 83)
 OR0700
 OR0700                          SUPERSEDED SURVEY CONTROL
 OR0700
 OR0700  NGVD 29 (??/??/??)  514.23   (m)         1687.1    (f) RESET       3  
 OR0700
 OR0700.Superseded values are not recommended for survey control.
 OR0700
 OR0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0700.See file dsdata.pdf to determine how the superseded data were derived.
 OR0700
 OR0700_MARKER: DB = BENCH MARK DISK
 OR0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0700_STAMPING: V 301 RESET 1963
 OR0700_MARK LOGO: CGS
 OR0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0700+STABILITY: SURFACE MOTION
 OR0700
 OR0700  HISTORY     - Date     Condition        Report By
 OR0700  HISTORY     - 1963     MONUMENTED       CGS
 OR0700
 OR0700                          STATION DESCRIPTION
 OR0700
 OR0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0700'8 MI W FROM PLATTE.
 OR0700'ABOUT 8.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION
 OR0700'WITH MAIN STREET IN PLATTE, CHARLES MIX COUNTY, IN THE NORTHWEST
 OR0700'ANGLE OF CROSSROADS, APPROXIMATELY 160 FEET NORTH OF THE CENTERLINE
 OR0700'OF THE HIGHWAY, 38 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 OR0700'ROAD, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 OR0700'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0475 ***********************************************************************
 OR0475  DESIGNATION -  V 302
 OR0475  PID         -  OR0475
 OR0475  STATE/COUNTY-  SD/LYMAN
 OR0475  COUNTRY     -  US
 OR0475  USGS QUAD   -  IONA (2017)
 OR0475
 OR0475                         *CURRENT SURVEY CONTROL
 OR0475  ______________________________________________________________________
 OR0475* NAD 83(1986) POSITION- 43 32 11.     (N) 099 25 30.     (W)   SCALED
 OR0475* NAVD 88 ORTHO HEIGHT -   578.051 (meters)     1896.49  (feet) ADJUSTED
 OR0475  ______________________________________________________________________
 OR0475  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 OR0475  DYNAMIC HEIGHT  -        577.864 (meters)     1895.88  (feet) COMP
 OR0475  MODELED GRAVITY -    980,277.9   (mgal)                       NAVD 88
 OR0475
 OR0475  VERT ORDER      -  SECOND    CLASS 0
 OR0475
 OR0475.The horizontal coordinates were scaled from a map and have
 OR0475.an estimated accuracy of +/- 6 seconds.
 OR0475
 OR0475.The orthometric height was determined by differential leveling and
 OR0475.adjusted by the NATIONAL GEODETIC SURVEY
 OR0475.in June 1991.
 OR0475
 OR0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0475.GEOID18 height accuracy estimate available here.
 OR0475
 OR0475.Click photographs - Photos may exist for this station.
 OR0475
 OR0475.The dynamic height is computed by dividing the NAVD 88
 OR0475.geopotential number by the normal gravity value computed on the
 OR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0475.degrees latitude (g = 980.6199 gals.).
 OR0475
 OR0475.The modeled gravity was interpolated from observed gravity values.
 OR0475
 OR0475;                    North         East    Units  Estimated Accuracy
 OR0475;SPC SD S     -   134,050.      673,410.      MT  (+/- 180 meters Scaled)
 OR0475
 OR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP656204(NAD 83)
 OR0475
 OR0475                          SUPERSEDED SURVEY CONTROL
 OR0475
 OR0475  NGVD 29 (??/??/92)  577.725  (m)         1895.42   (f) ADJ UNCH    2 0
 OR0475
 OR0475.Superseded values are not recommended for survey control.
 OR0475
 OR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0475.See file dsdata.pdf to determine how the superseded data were derived.
 OR0475
 OR0475_MARKER: DB = BENCH MARK DISK
 OR0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0475_STAMPING: V 302 1945
 OR0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0475+STABILITY: SURFACE MOTION
 OR0475
 OR0475  HISTORY     - Date     Condition        Report By
 OR0475  HISTORY     - 1945     MONUMENTED       CGS
 OR0475
 OR0475                          STATION DESCRIPTION
 OR0475
 OR0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0475'0.5 MI S FROM IONA.
 OR0475'0.5 MILE SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0475'IONA, LYMAN COUNTY, ON THE NORTH SLOPE OF A HILL, 65 FEET SOUTHWEST
 OR0475'OF THE SOUTH GUARDRAIL POST ON THE EAST SIDE OF THE HIGHWAY,
 OR0475'170 FEET NORTH OF AN EAST-AND-WEST FENCE, 50 FEET WEST OF THE
 OR0475'CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN
 OR0475'WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  AN IRON BENCH
 OR0475'MARK DISK, STAMPED V 302 1945 AND SET IN THE TOP OF A CONCRETE
 OR0475'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0116 ***********************************************************************
 QS0116  DESIGNATION -  V 303
 QS0116  PID         -  QS0116
 QS0116  STATE/COUNTY-  SD/WALWORTH
 QS0116  COUNTRY     -  US
 QS0116  USGS QUAD   -  MOBRIDGE (2017)
 QS0116
 QS0116                         *CURRENT SURVEY CONTROL
 QS0116  ______________________________________________________________________
 QS0116* NAD 83(1986) POSITION- 45 32 14.     (N) 100 27 02.     (W)   SCALED
 QS0116* NAVD 88 ORTHO HEIGHT -   487.463 (meters)     1599.28  (feet) ADJUSTED
 QS0116  ______________________________________________________________________
 QS0116  GEOID HEIGHT    -        -21.812 (meters)                     GEOID18
 QS0116  DYNAMIC HEIGHT  -        487.421 (meters)     1599.15  (feet) COMP
 QS0116  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QS0116
 QS0116  VERT ORDER      -  SECOND    CLASS 0
 QS0116
 QS0116.The horizontal coordinates were scaled from a map and have
 QS0116.an estimated accuracy of +/- 6 seconds.
 QS0116
 QS0116.The orthometric height was determined by differential leveling and
 QS0116.adjusted by the NATIONAL GEODETIC SURVEY
 QS0116.in June 1991.
 QS0116
 QS0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0116.GEOID18 height accuracy estimate available here.
 QS0116
 QS0116.Click photographs - Photos may exist for this station.
 QS0116
 QS0116.The dynamic height is computed by dividing the NAVD 88
 QS0116.geopotential number by the normal gravity value computed on the
 QS0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0116.degrees latitude (g = 980.6199 gals.).
 QS0116
 QS0116.The modeled gravity was interpolated from observed gravity values.
 QS0116
 QS0116;                    North         East    Units  Estimated Accuracy
 QS0116;SPC SD N     -   189,440.      564,810.      MT  (+/- 180 meters Scaled)
 QS0116
 QS0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR867436(NAD 83)
 QS0116
 QS0116                          SUPERSEDED SURVEY CONTROL
 QS0116
 QS0116  NGVD 29 (??/??/92)  487.112  (m)         1598.13   (f) ADJ UNCH    2 0
 QS0116
 QS0116.Superseded values are not recommended for survey control.
 QS0116
 QS0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0116.See file dsdata.pdf to determine how the superseded data were derived.
 QS0116
 QS0116_MARKER: DB = BENCH MARK DISK
 QS0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0116_STAMPING: V 303 1945
 QS0116_MARK LOGO: CGS
 QS0116_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0116+STABILITY: SURFACE MOTION
 QS0116
 QS0116  HISTORY     - Date     Condition        Report By
 QS0116  HISTORY     - 1945     MONUMENTED       CGS
 QS0116
 QS0116                          STATION DESCRIPTION
 QS0116
 QS0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0116'0.8 MI W FROM MOBRIDGE.
 QS0116'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK,
 QS0116'THENCE WEST 0.8 MILE ALONG U.S. HIGHWAY NO. 12 TO SITE OF MARK,
 QS0116'BENCH MARK IS ABOUT 0.2 MILE WEST OF AN UNDERPASS, 34.3 FEET SOUTH
 QS0116'OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 QS0116'75.0 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 QS0116'SOUTH, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4
 QS0116'MARKER POST.  AN IRON DISK STAMPED V 303 1945 SET IN THE TOP OF
 QS0116'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0168 ***********************************************************************
 QS0168  DESIGNATION -  V 304
 QS0168  PID         -  QS0168
 QS0168  STATE/COUNTY-  SD/DEWEY
 QS0168  COUNTRY     -  US
 QS0168  USGS QUAD   -  MOREAU SE (2017)
 QS0168
 QS0168                         *CURRENT SURVEY CONTROL
 QS0168  ______________________________________________________________________
 QS0168* NAD 83(1986) POSITION- 45 16 27.     (N) 100 19 03.     (W)   SCALED
 QS0168* NAVD 88 ORTHO HEIGHT -   565.910 (meters)     1856.66  (feet) ADJUSTED
 QS0168  ______________________________________________________________________
 QS0168  GEOID HEIGHT    -        -22.101 (meters)                     GEOID18
 QS0168  DYNAMIC HEIGHT  -        565.845 (meters)     1856.44  (feet) COMP
 QS0168  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 QS0168
 QS0168  VERT ORDER      -  SECOND    CLASS 0
 QS0168
 QS0168.The horizontal coordinates were scaled from a map and have
 QS0168.an estimated accuracy of +/- 6 seconds.
 QS0168
 QS0168.The orthometric height was determined by differential leveling and
 QS0168.adjusted by the NATIONAL GEODETIC SURVEY
 QS0168.in June 1991.
 QS0168
 QS0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0168.GEOID18 height accuracy estimate available here.
 QS0168
 QS0168.Click photographs - Photos may exist for this station.
 QS0168
 QS0168.The dynamic height is computed by dividing the NAVD 88
 QS0168.geopotential number by the normal gravity value computed on the
 QS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0168.degrees latitude (g = 980.6199 gals.).
 QS0168
 QS0168.The modeled gravity was interpolated from observed gravity values.
 QS0168
 QS0168;                    North         East    Units  Estimated Accuracy
 QS0168;SPC SD N     -   160,160.      575,090.      MT  (+/- 180 meters Scaled)
 QS0168
 QS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR966142(NAD 83)
 QS0168
 QS0168                          SUPERSEDED SURVEY CONTROL
 QS0168
 QS0168  NGVD 29 (??/??/92)  565.543  (m)         1855.45   (f) ADJ UNCH    2 0
 QS0168
 QS0168.Superseded values are not recommended for survey control.
 QS0168
 QS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0168.See file dsdata.pdf to determine how the superseded data were derived.
 QS0168
 QS0168_MARKER: DB = BENCH MARK DISK
 QS0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0168_STAMPING: V 304 1945
 QS0168_MARK LOGO: CGS
 QS0168_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0168+STABILITY: SURFACE MOTION
 QS0168
 QS0168  HISTORY     - Date     Condition        Report By
 QS0168  HISTORY     - 1945     MONUMENTED       CGS
 QS0168
 QS0168                          STATION DESCRIPTION
 QS0168
 QS0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0168'22.5 MI NW FROM CHEYENNE AGENCY.
 QS0168'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0168'WESTERLY 22.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK,
 QS0168'BENCH MARK IS 49.0 FEET SOUTH OF AND ABOUT 2.5 FEET LOWER THAN
 QS0168'THE CENTERLINE OF ROAD, 41.0 FEET SOUTHEAST OF A ROAD HIGHWAY
 QS0168'SIGN, 5.0 FEET WEST OF A TELEPHONE POLE AND IN LINE WITH ROW OF
 QS0168'POLES SOUTH OF ROAD, 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  AN
 QS0168'IRON DISK STAMPED V 304 1945 IS SET IN TOP OF A CONCRETE POST
 QS0168'WHICH PROJECTS 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0292 ***********************************************************************
 QS0292  DESIGNATION -  V 305
 QS0292  PID         -  QS0292
 QS0292  STATE/COUNTY-  SD/DEWEY
 QS0292  COUNTRY     -  US
 QS0292  USGS QUAD   -  PROMISE (2017)
 QS0292
 QS0292                         *CURRENT SURVEY CONTROL
 QS0292  ______________________________________________________________________
 QS0292* NAD 83(1986) POSITION- 45 22 13.     (N) 100 32 52.     (W)   SCALED
 QS0292* NAVD 88 ORTHO HEIGHT -   488.500 (meters)     1602.69  (feet) ADJUSTED
 QS0292  ______________________________________________________________________
 QS0292  GEOID HEIGHT    -        -21.792 (meters)                     GEOID18
 QS0292  DYNAMIC HEIGHT  -        488.448 (meters)     1602.52  (feet) COMP
 QS0292  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 QS0292
 QS0292  VERT ORDER      -  SECOND    CLASS 0
 QS0292
 QS0292.The horizontal coordinates were scaled from a map and have
 QS0292.an estimated accuracy of +/- 6 seconds.
 QS0292
 QS0292.The orthometric height was determined by differential leveling and
 QS0292.adjusted by the NATIONAL GEODETIC SURVEY
 QS0292.in June 1991.
 QS0292
 QS0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0292.GEOID18 height accuracy estimate available here.
 QS0292
 QS0292.Click photographs - Photos may exist for this station.
 QS0292
 QS0292.The dynamic height is computed by dividing the NAVD 88
 QS0292.geopotential number by the normal gravity value computed on the
 QS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0292.degrees latitude (g = 980.6199 gals.).
 QS0292
 QS0292.The modeled gravity was interpolated from observed gravity values.
 QS0292
 QS0292;                    North         East    Units  Estimated Accuracy
 QS0292;SPC SD N     -   170,940.      557,090.      MT  (+/- 180 meters Scaled)
 QS0292
 QS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR787252(NAD 83)
 QS0292
 QS0292                          SUPERSEDED SURVEY CONTROL
 QS0292
 QS0292  NGVD 29 (??/??/92)  488.125  (m)         1601.46   (f) ADJ UNCH    2 0
 QS0292
 QS0292.Superseded values are not recommended for survey control.
 QS0292
 QS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0292.See file dsdata.pdf to determine how the superseded data were derived.
 QS0292
 QS0292_MARKER: DB = BENCH MARK DISK
 QS0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0292_STAMPING: V 305 1945
 QS0292_MARK LOGO: CGS
 QS0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0292+STABILITY: SURFACE MOTION
 QS0292
 QS0292  HISTORY     - Date     Condition        Report By
 QS0292  HISTORY     - 1945     MONUMENTED       CGS
 QS0292
 QS0292                          STATION DESCRIPTION
 QS0292
 QS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0292'5.5 MI NE FROM PROMISE.
 QS0292'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QS0292'STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A DIRT ROAD, THENCE
 QS0292'EASTERLY 3.6 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0292'MARK IS ABOUT 0.1 MILE EAST OF A SMALL WOODEN BRIDGE, 51.0 FEET
 QS0292'SOUTHEAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF
 QS0292'THE ROAD, 101.0 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 QS0292'DRIVEWAY, 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  AN IRON DISK
 QS0292'STAMPED V 305 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 QS0292'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0002 ***********************************************************************
 QS0002  DESIGNATION -  V 306
 QS0002  PID         -  QS0002
 QS0002  STATE/COUNTY-  SD/CORSON
 QS0002  COUNTRY     -  US
 QS0002  USGS QUAD   -  POLLOCK NW (2017)
 QS0002
 QS0002                         *CURRENT SURVEY CONTROL
 QS0002  ______________________________________________________________________
 QS0002* NAD 83(1986) POSITION- 45 53 52.67   (N) 100 28 45.71   (W)   HD_HELD1
 QS0002* NAVD 88 ORTHO HEIGHT -   496.945 (meters)     1630.39  (feet) ADJUSTED
 QS0002  ______________________________________________________________________
 QS0002  GEOID HEIGHT    -        -21.653 (meters)                     GEOID18
 QS0002  DYNAMIC HEIGHT  -        496.918 (meters)     1630.31  (feet) COMP
 QS0002  MODELED GRAVITY -    980,547.3   (mgal)                       NAVD 88
 QS0002
 QS0002  VERT ORDER      -  FIRST     CLASS II
 QS0002
 QS0002.The horizontal coordinates were determined by differentially corrected
 QS0002.hand held GPS observations or other comparable positioning techniques
 QS0002.and have an estimated accuracy of +/- 3 meters.
 QS0002
 QS0002.The orthometric height was determined by differential leveling and
 QS0002.adjusted by the NATIONAL GEODETIC SURVEY
 QS0002.in June 1991.
 QS0002
 QS0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0002.GEOID18 height accuracy estimate available here.
 QS0002
 QS0002.Click photographs - Photos may exist for this station.
 QS0002
 QS0002.The dynamic height is computed by dividing the NAVD 88
 QS0002.geopotential number by the normal gravity value computed on the
 QS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0002.degrees latitude (g = 980.6199 gals.).
 QS0002
 QS0002.The modeled gravity was interpolated from observed gravity values.
 QS0002
 QS0002;                    North         East    Units  Estimated Accuracy
 QS0002;SPC SD N     -   229,550.4     562,797.1     MT  (+/- 3 meters HH1 GPS) 
 QS0002
 QS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8523983774(NAD 83)
 QS0002
 QS0002                          SUPERSEDED SURVEY CONTROL
 QS0002
 QS0002  NGVD 29 (??/??/92)  496.563  (m)         1629.14   (f) ADJ UNCH    1 2
 QS0002
 QS0002.Superseded values are not recommended for survey control.
 QS0002
 QS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0002.See file dsdata.pdf to determine how the superseded data were derived.
 QS0002
 QS0002_MARKER: DB = BENCH MARK DISK
 QS0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0002_STAMPING: V 306 1945
 QS0002_MARK LOGO: CGS
 QS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0002+STABILITY: SURFACE MOTION
 QS0002
 QS0002  HISTORY     - Date     Condition        Report By
 QS0002  HISTORY     - 1945     MONUMENTED       CGS
 QS0002  HISTORY     - 1964     GOOD             USGS
 QS0002
 QS0002                          STATION DESCRIPTION
 QS0002
 QS0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0002'1.2 MI S FROM KENEL.
 QS0002'1.2 MILES SOUTH ALONG A GRADE DIRT ROAD FROM THE GOVERNMENT
 QS0002'SCHOOL AT KENEL, SOUTH DAKOTA, 36.3 FEET EAST OF THE CENTER
 QS0002'LINE OF THE ROAD 32.0 FEET NORTH OF A TELEPHONE POLE.  A BRONZE
 QS0002'DISK SET IN THE TOP OF A CONCRETE MONUMENT NEAR A 4 X 4 INCH
 QS0002'WHITE WOODEN WITNESS POST STAMPED V 306 1945.  NOTE-- 1964 THE
 QS0002'TOWN OF KENEL HAS BEEN MOVED 5.0 MILE SOUTH ALONG A GRAVEL
 QS0002'ROAD FROM ITS ORIGINAL SITE.  THE FOUNDATIONS OF ITS OLD BUILDINGS
 QS0002'STILL REMAIN.
 QS0002
 QS0002                          STATION RECOVERY (1964)
 QS0002
 QS0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0363 ***********************************************************************
 QS0363  DESIGNATION -  V 307
 QS0363  PID         -  QS0363
 QS0363  STATE/COUNTY-  SD/CORSON
 QS0363  COUNTRY     -  US
 QS0363  USGS QUAD   -  MAPLE LEAF (2017)
 QS0363
 QS0363                         *CURRENT SURVEY CONTROL
 QS0363  ______________________________________________________________________
 QS0363* NAD 83(1986) POSITION- 45 54 47.     (N) 100 53 01.     (W)   SCALED
 QS0363* NAVD 88 ORTHO HEIGHT -   636.246 (meters)     2087.42  (feet) ADJUSTED
 QS0363  ______________________________________________________________________
 QS0363  GEOID HEIGHT    -        -21.050 (meters)                     GEOID18
 QS0363  DYNAMIC HEIGHT  -        636.192 (meters)     2087.24  (feet) COMP
 QS0363  MODELED GRAVITY -    980,509.9   (mgal)                       NAVD 88
 QS0363
 QS0363  VERT ORDER      -  SECOND    CLASS 0
 QS0363
 QS0363.The horizontal coordinates were scaled from a map and have
 QS0363.an estimated accuracy of +/- 6 seconds.
 QS0363
 QS0363.The orthometric height was determined by differential leveling and
 QS0363.adjusted by the NATIONAL GEODETIC SURVEY
 QS0363.in June 1991.
 QS0363
 QS0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0363.GEOID18 height accuracy estimate available here.
 QS0363
 QS0363.Click photographs - Photos may exist for this station.
 QS0363
 QS0363.The dynamic height is computed by dividing the NAVD 88
 QS0363.geopotential number by the normal gravity value computed on the
 QS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0363.degrees latitude (g = 980.6199 gals.).
 QS0363
 QS0363.The modeled gravity was interpolated from observed gravity values.
 QS0363
 QS0363;                    North         East    Units  Estimated Accuracy
 QS0363;SPC SD N     -   231,490.      531,440.      MT  (+/- 180 meters Scaled)
 QS0363
 QS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR539861(NAD 83)
 QS0363
 QS0363                          SUPERSEDED SURVEY CONTROL
 QS0363
 QS0363  NGVD 29 (??/??/92)  635.820  (m)         2086.02   (f) ADJ UNCH    2 0
 QS0363
 QS0363.Superseded values are not recommended for survey control.
 QS0363
 QS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0363.See file dsdata.pdf to determine how the superseded data were derived.
 QS0363
 QS0363_MARKER: DB = BENCH MARK DISK
 QS0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0363_STAMPING: V 307 1945
 QS0363_MARK LOGO: CGS
 QS0363_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0363+STABILITY: SURFACE MOTION
 QS0363
 QS0363  HISTORY     - Date     Condition        Report By
 QS0363  HISTORY     - 1945     MONUMENTED       CGS
 QS0363
 QS0363                          STATION DESCRIPTION
 QS0363
 QS0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0363'1 MI S FROM MAPLE LEAF.
 QS0363'1.0 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0363'RAILROAD FROM THE STSATION AT MAPLE LEAF, CORSON COUNTY, 30.0
 QS0363'FEET NORTH OF THE THIRD POLE NORTH OF MILEPOST 8, IN LINE WITH
 QS0363'A ROW OF POLES WEST OF THE TRACKS, 41 FEET WEST OF THE CENTER
 QS0363'LINE OF THE TRACK, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 QS0363'AND ABOUT 2 FEET HIGHER THAN THE TRACKS.  AN IRON BENCH MARK DISK,
 QS0363'STAMPED V 307 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0363'5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0044 ***********************************************************************
 PT0044  DESIGNATION -  V 309 RESET
 PT0044  PID         -  PT0044
 PT0044  STATE/COUNTY-  SD/HUGHES
 PT0044  COUNTRY     -  US
 PT0044  USGS QUAD   -  OKOBOJO SW (2017)
 PT0044
 PT0044                         *CURRENT SURVEY CONTROL
 PT0044  ______________________________________________________________________
 PT0044* NAD 83(1986) POSITION- 44 32 51.     (N) 100 27 05.     (W)   SCALED
 PT0044* NAVD 88 ORTHO HEIGHT -   506.85  (meters)     1662.9   (feet) RESET
 PT0044  ______________________________________________________________________
 PT0044  GEOID HEIGHT    -        -22.930 (meters)                     GEOID18
 PT0044  VERT ORDER      -  THIRD
 PT0044
 PT0044.The horizontal coordinates were scaled from a map and have
 PT0044.an estimated accuracy of +/- 6 seconds.
 PT0044
 PT0044.The orthometric height was computed from unverified reset data.
 PT0044
 PT0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0044.GEOID18 height accuracy estimate available here.
 PT0044
 PT0044.Click photographs - Photos may exist for this station.
 PT0044
 PT0044;                    North         East    Units  Estimated Accuracy
 PT0044;SPC SD S     -   246,000.      590,620.      MT  (+/- 180 meters Scaled)
 PT0044
 PT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ847337(NAD 83)
 PT0044
 PT0044                          SUPERSEDED SURVEY CONTROL
 PT0044
 PT0044.No superseded survey control is available for this station.
 PT0044
 PT0044_MARKER: DB = BENCH MARK DISK
 PT0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0044_STAMPING: V 309 RESET 1971
 PT0044_MARK LOGO: CGS
 PT0044_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0044+STABILITY: SURFACE MOTION
 PT0044
 PT0044  HISTORY     - Date     Condition        Report By
 PT0044  HISTORY     - 1971     MONUMENTED       NGS
 PT0044  HISTORY     - 1982     GOOD             NGS
 PT0044
 PT0044                          STATION DESCRIPTION
 PT0044
 PT0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0044'17.6 MI NW FROM PIERRE.
 PT0044'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION WITH
 PT0044'U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A CROSSROAD AND
 PT0044'A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 11.6 MILES
 PT0044'TO AN OFFSET CROSSROAD, 235 FEET WEST OF THE JUNCTION OF THE
 PT0044'NORTH-SOUTH ROAD AND THE ROAD WEST, 55 FEET SOUTH OF THE ROAD
 PT0044'WEST, 5 FEET EAST OF A POWER POLE, 2.5 FEET NORTHEAST OF A
 PT0044'METAL HIGHWAY SIGN POST, 1.5 FEET NORTH OF A METAL WITNESS
 PT0044'POST, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 PT0044
 PT0044                          STATION RECOVERY (1982)
 PT0044
 PT0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PT0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0372 ***********************************************************************
 PT0372  DESIGNATION -  V 310
 PT0372  PID         -  PT0372
 PT0372  STATE/COUNTY-  SD/SULLY
 PT0372  COUNTRY     -  US
 PT0372  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT0372
 PT0372                         *CURRENT SURVEY CONTROL
 PT0372  ______________________________________________________________________
 PT0372* NAD 83(1986) POSITION- 44 43 14.     (N) 100 35 10.     (W)   SCALED
 PT0372* NAVD 88 ORTHO HEIGHT -   563.765 (meters)     1849.62  (feet) ADJUSTED
 PT0372  ______________________________________________________________________
 PT0372  GEOID HEIGHT    -        -22.446 (meters)                     GEOID18
 PT0372  DYNAMIC HEIGHT  -        563.670 (meters)     1849.31  (feet) COMP
 PT0372  MODELED GRAVITY -    980,430.4   (mgal)                       NAVD 88
 PT0372
 PT0372  VERT ORDER      -  SECOND    CLASS 0
 PT0372
 PT0372.The horizontal coordinates were scaled from a map and have
 PT0372.an estimated accuracy of +/- 6 seconds.
 PT0372
 PT0372.The orthometric height was determined by differential leveling and
 PT0372.adjusted by the NATIONAL GEODETIC SURVEY
 PT0372.in June 1991.
 PT0372
 PT0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0372.GEOID18 height accuracy estimate available here.
 PT0372
 PT0372.Click photographs - Photos may exist for this station.
 PT0372
 PT0372.The dynamic height is computed by dividing the NAVD 88
 PT0372.geopotential number by the normal gravity value computed on the
 PT0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0372.degrees latitude (g = 980.6199 gals.).
 PT0372
 PT0372.The modeled gravity was interpolated from observed gravity values.
 PT0372
 PT0372;                    North         East    Units  Estimated Accuracy
 PT0372;SPC SD N     -    98,760.      553,570.      MT  (+/- 180 meters Scaled)
 PT0372
 PT0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ743531(NAD 83)
 PT0372
 PT0372                          SUPERSEDED SURVEY CONTROL
 PT0372
 PT0372  NGVD 29 (??/??/92)  563.383  (m)         1848.37   (f) ADJ UNCH    2 0
 PT0372
 PT0372.Superseded values are not recommended for survey control.
 PT0372
 PT0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0372.See file dsdata.pdf to determine how the superseded data were derived.
 PT0372
 PT0372_MARKER: DB = BENCH MARK DISK
 PT0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0372_STAMPING: V 310 1946
 PT0372_MARK LOGO: CGS
 PT0372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PT0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0372+STABILITY: SURFACE MOTION
 PT0372
 PT0372  HISTORY     - Date     Condition        Report By
 PT0372  HISTORY     - 1946     MONUMENTED       CGS
 PT0372  HISTORY     - 1948     GOOD             CGS
 PT0372  HISTORY     - 1984     GOOD             NGS
 PT0372  HISTORY     - 19840315 GOOD             NGS
 PT0372
 PT0372                          STATION DESCRIPTION
 PT0372
 PT0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0372'37.2 MI NW FROM PIERRE.
 PT0372'ALONG A COUNTY ROAD LEADING TO THE DEPARTMENT OF AGRICULTURE
 PT0372'SOIL CONSERVATION OFFICE AND CAMP, 37.2 MILES NORTHWEST OF THE
 PT0372'POST OFFICE IN PIERRE, 8.3 MILES NORTHWEST OF GRANDVIEW SCHOOL,
 PT0372'NEAR A SIGN GOVERNMENT PROPERTY, 21 FEET NORTH OF THE CENTER
 PT0372'OF THE ROAD, 18 FEET NORTH OF THE NORTHEAST CORNER OF A CATTLE
 PT0372'GUARD, 8 FEET EAST OF A STEEL CORNER FENCE POST, 2 FEET WEST
 PT0372'OF WITNESS POST.
 PT0372
 PT0372                          STATION RECOVERY (1948)
 PT0372
 PT0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 PT0372'RECOVERED IN GOOD CONDITION.
 PT0372
 PT0372                          STATION RECOVERY (1984)
 PT0372
 PT0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0372'ABOUT 21.3 KM (13.25 MI) NORTH ALONG HIGHWAY 1804 FROM THE EAST END
 PT0372'OFTHE OAHE DAM TO OKOBOJO CREEK, THENCE NORTH ALONG HIGHWAY 1804 FOR
 PT0372'9.2 KM (5.7 MI) TO CROSSROAD, THENCE ALONG GRAVELED ROADS 10.5 KM
 PT0372'(6.5 MI) WEST, 1.6 KM (1.0 MI) NORTH, AND 1.4 KM (0.85 MI) WEST, 8.8
 PT0372'M (28.9 FT) NORTH OF THE CENTER OF THE ROAD, 2.45 M (8.0 FT)
 PT0372'EAST-SOUTHEAST OF A PUIPE FENCE CORNER, AND 0.8 M (2.6 FT) SOUTH OF A
 PT0372'FENCE.
 PT0372
 PT0372                          STATION RECOVERY (1984)
 PT0372
 PT0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PT0372'THE STATION IS LOCATED ABOUT 55.6 KM (34.55 MI) NORTHWEST OF PIERRE,
 PT0372'AT THE SOUTHEAST CORNER AND ENTRANCE OF THE LITTLE BEND RECREATION
 PT0372'AREA.  TO REACH THE STATION FROM THE EAST END OF THE OAHE DAM, GO
 PT0372'NORTH, WEST AND NORTH ON HIGHWAY 1804 FOR 21.3 KM (13.25 MI) TO
 PT0372'OKOBOJO CREEK.  CONTINUE NORTH ON HIGHWAY 1804 FOR 9.2 KM (5.70 MI) TO
 PT0372'A STOP SIGN AND CROSSROAD.  TURN LEFT AND FOLLOW GRAVELED ROADS 10.5
 PT0372'KM (6.50 MI) WEST, 1.6 KM (1.00 MI) NORTH AND 1.4 KM (0.85 MI) WEST TO
 PT0372'THE MARK ON THE RIGHT, AT THE ENTRANCE TO LITTLE BEND RECREATION AREA.
 PT0372'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED V 310 1946 SET
 PT0372'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM (8 INCHES) ON SIDE
 PT0372'AND FLUSH WITH THE GROUND SURFACE.  IT IS 8.8 M (28.9 FT) NORTH OF THE
 PT0372'CENTER OF A GRAVELED ROAD 2.45 M (8.04 FT) EAST-SOUTHEAST OF A PIPE
 PT0372'FENCE CORNER, 0.8 M (2.6 FT) SOUTH OF A FENCE AND 0.55 M (1.80 FT)
 PT0372'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0014 ***********************************************************************
 QS0014  DESIGNATION -  V 311
 QS0014  PID         -  QS0014
 QS0014  STATE/COUNTY-  SD/CAMPBELL
 QS0014  COUNTRY     -  US
 QS0014  USGS QUAD   -  POLLOCK NW (2017)
 QS0014
 QS0014                         *CURRENT SURVEY CONTROL
 QS0014  ______________________________________________________________________
 QS0014* NAD 83(1986) POSITION- 45 53 14.     (N) 100 24 10.     (W)   SCALED
 QS0014* NAVD 88 ORTHO HEIGHT -   480.252 (meters)     1575.63  (feet) ADJUSTED
 QS0014  ______________________________________________________________________
 QS0014  GEOID HEIGHT    -        -21.760 (meters)                     GEOID18
 QS0014  DYNAMIC HEIGHT  -        480.222 (meters)     1575.53  (feet) COMP
 QS0014  MODELED GRAVITY -    980,538.6   (mgal)                       NAVD 88
 QS0014
 QS0014  VERT ORDER      -  FIRST     CLASS II
 QS0014
 QS0014.The horizontal coordinates were scaled from a map and have
 QS0014.an estimated accuracy of +/- 6 seconds.
 QS0014
 QS0014.The orthometric height was determined by differential leveling and
 QS0014.adjusted by the NATIONAL GEODETIC SURVEY
 QS0014.in June 1991.
 QS0014
 QS0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0014.GEOID18 height accuracy estimate available here.
 QS0014
 QS0014.Click photographs - Photos may exist for this station.
 QS0014
 QS0014.The dynamic height is computed by dividing the NAVD 88
 QS0014.geopotential number by the normal gravity value computed on the
 QS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0014.degrees latitude (g = 980.6199 gals.).
 QS0014
 QS0014.The modeled gravity was interpolated from observed gravity values.
 QS0014
 QS0014;                    North         East    Units  Estimated Accuracy
 QS0014;SPC SD N     -   228,320.      568,740.      MT  (+/- 180 meters Scaled)
 QS0014
 QS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR911824(NAD 83)
 QS0014
 QS0014                          SUPERSEDED SURVEY CONTROL
 QS0014
 QS0014  NGVD 29 (??/??/92)  479.868  (m)         1574.37   (f) ADJ UNCH    1 2
 QS0014
 QS0014.Superseded values are not recommended for survey control.
 QS0014
 QS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0014.See file dsdata.pdf to determine how the superseded data were derived.
 QS0014
 QS0014_MARKER: DB = BENCH MARK DISK
 QS0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0014_STAMPING: V 311 1945
 QS0014_MARK LOGO: CGS
 QS0014_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0014+STABILITY: SURFACE MOTION
 QS0014
 QS0014  HISTORY     - Date     Condition        Report By
 QS0014  HISTORY     - 1945     MONUMENTED       CGS
 QS0014  HISTORY     - 1949     GOOD             CGS
 QS0014
 QS0014                          STATION DESCRIPTION
 QS0014
 QS0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0014'9.2 MI SW FROM POLLOCK.
 QS0014'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM R.R. STATION AT POLLOCK,
 QS0014'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 QS0014'ALONG A GRAVELED ROAD, THENCE 4.15 MILES WEST ALONG A GRAVELED
 QS0014'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.3
 QS0014'MILES WEST ALONG A GRAVELED ROAD, AT THE ENTRANCE TO THE A H.
 QS0014'OLEARY RESIDENCE, 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 QS0014'OF THE HOUSE, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15
 QS0014'FEET EAST OF THE CENTER LINE OF A DRIVE, 4.3 FEET EAST OF THE EAST
 QS0014'GATE POST, 1.0 FOOT SOUTH OF THE YARD FENCE, 2.8 FEET EAST OF A
 QS0014'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0014'0.5 FOOT ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF
 QS0014'POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL
 QS0014'SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0499 ***********************************************************************
 PS0499  DESIGNATION -  V 312 RESET
 PS0499  PID         -  PS0499
 PS0499  STATE/COUNTY-  SD/HUGHES
 PS0499  COUNTRY     -  US
 PS0499  USGS QUAD   -  DE GREY (2017)
 PS0499
 PS0499                         *CURRENT SURVEY CONTROL
 PS0499  ______________________________________________________________________
 PS0499* NAD 83(1986) POSITION- 44 16 24.     (N) 099 52 33.     (W)   SCALED
 PS0499* NAVD 88 ORTHO HEIGHT -   509.936 (meters)     1673.02  (feet) ADJUSTED
 PS0499  ______________________________________________________________________
 PS0499  GEOID HEIGHT    -        -23.968 (meters)                     GEOID18
 PS0499  DYNAMIC HEIGHT  -        509.832 (meters)     1672.67  (feet) COMP
 PS0499  MODELED GRAVITY -    980,397.6   (mgal)                       NAVD 88
 PS0499
 PS0499  VERT ORDER      -  FIRST     CLASS II
 PS0499
 PS0499.The horizontal coordinates were scaled from a map and have
 PS0499.an estimated accuracy of +/- 6 seconds.
 PS0499
 PS0499.The orthometric height was determined by differential leveling and
 PS0499.adjusted by the NATIONAL GEODETIC SURVEY
 PS0499.in June 1991.
 PS0499
 PS0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0499.GEOID18 height accuracy estimate available here.
 PS0499
 PS0499.Click photographs - Photos may exist for this station.
 PS0499
 PS0499.The dynamic height is computed by dividing the NAVD 88
 PS0499.geopotential number by the normal gravity value computed on the
 PS0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0499.degrees latitude (g = 980.6199 gals.).
 PS0499
 PS0499.The modeled gravity was interpolated from observed gravity values.
 PS0499
 PS0499;                    North         East    Units  Estimated Accuracy
 PS0499;SPC SD S     -   215,630.      636,520.      MT  (+/- 180 meters Scaled)
 PS0499
 PS0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ301026(NAD 83)
 PS0499
 PS0499                          SUPERSEDED SURVEY CONTROL
 PS0499
 PS0499  NGVD 29 (??/??/92)  509.596  (m)         1671.90   (f) ADJ UNCH    1 2
 PS0499
 PS0499.Superseded values are not recommended for survey control.
 PS0499
 PS0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0499.See file dsdata.pdf to determine how the superseded data were derived.
 PS0499
 PS0499_MARKER: DB = BENCH MARK DISK
 PS0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0499_STAMPING: V 312 RESET 1949
 PS0499_MARK LOGO: CGS
 PS0499_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0499+STABILITY: SURFACE MOTION
 PS0499
 PS0499  HISTORY     - Date     Condition        Report By
 PS0499  HISTORY     - 1949     MONUMENTED       CGS
 PS0499
 PS0499                          STATION DESCRIPTION
 PS0499
 PS0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0499'2.2 MI SE FROM DE GREY.
 PS0499'2.2 MILES SOUTHEAST OF DE GREY, HUGHES COUNTY.  THIS BENCH MARK
 PS0499'MAY BE REACHED FROM THE POST OFFICE BY GOING 1.1 MILES EAST
 PS0499'ALONG STATE HIGHWAY 34, THENCE 1.1 MILES SOUTHEAST ALONG A DIRT
 PS0499'ROAD.  IT IS IN SECTION 5, T 109 N, R 75 W, 0.1 MILE EAST OF
 PS0499'A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 77 FEET NORTH OF
 PS0499'THE CENTER LINE OF THE NEW HIGHWAY (UNDER CONSTRUCTION IN 1949),
 PS0499'1.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 1.7 FEET EAST
 PS0499'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 312
 PS0499'RESET 1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PS0499'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0076 ***********************************************************************
 PT0076  DESIGNATION -  V 313
 PT0076  PID         -  PT0076
 PT0076  STATE/COUNTY-  SD/SULLY
 PT0076  COUNTRY     -  US
 PT0076  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0076
 PT0076                         *CURRENT SURVEY CONTROL
 PT0076  ______________________________________________________________________
 PT0076* NAD 83(1986) POSITION- 44 50 17.     (N) 100 19 30.     (W)   SCALED
 PT0076* NAVD 88 ORTHO HEIGHT -   556.827 (meters)     1826.86  (feet) ADJUSTED
 PT0076  ______________________________________________________________________
 PT0076  GEOID HEIGHT    -        -22.651 (meters)                     GEOID18
 PT0076  DYNAMIC HEIGHT  -        556.731 (meters)     1826.54  (feet) COMP
 PT0076  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 PT0076
 PT0076  VERT ORDER      -  SECOND    CLASS 0
 PT0076
 PT0076.The horizontal coordinates were scaled from a map and have
 PT0076.an estimated accuracy of +/- 6 seconds.
 PT0076
 PT0076.The orthometric height was determined by differential leveling and
 PT0076.adjusted by the NATIONAL GEODETIC SURVEY
 PT0076.in June 1991.
 PT0076
 PT0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0076.GEOID18 height accuracy estimate available here.
 PT0076
 PT0076.Click photographs - Photos may exist for this station.
 PT0076
 PT0076.The dynamic height is computed by dividing the NAVD 88
 PT0076.geopotential number by the normal gravity value computed on the
 PT0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0076.degrees latitude (g = 980.6199 gals.).
 PT0076
 PT0076.The modeled gravity was interpolated from observed gravity values.
 PT0076
 PT0076;                    North         East    Units  Estimated Accuracy
 PT0076;SPC SD N     -   111,700.      574,300.      MT  (+/- 180 meters Scaled)
 PT0076
 PT0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952658(NAD 83)
 PT0076
 PT0076                          SUPERSEDED SURVEY CONTROL
 PT0076
 PT0076  NGVD 29 (??/??/92)  556.450  (m)         1825.62   (f) ADJ UNCH    2 0
 PT0076
 PT0076.Superseded values are not recommended for survey control.
 PT0076
 PT0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0076.See file dsdata.pdf to determine how the superseded data were derived.
 PT0076
 PT0076_MARKER: DB = BENCH MARK DISK
 PT0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0076_STAMPING: V 313 1946
 PT0076_MARK LOGO: CGS
 PT0076_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0076+STABILITY: SURFACE MOTION
 PT0076
 PT0076  HISTORY     - Date     Condition        Report By
 PT0076  HISTORY     - 1946     MONUMENTED       CGS
 PT0076  HISTORY     - 1964     GOOD             USGS
 PT0076
 PT0076                          STATION DESCRIPTION
 PT0076
 PT0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0076'12.3 MI W FROM AGAR.
 PT0076'TO REACH THE MARK FROM AGAR, GO 12.3 MILES WEST ALONG A GRAVEL
 PT0076'ROAD TO A SECTION CROSS ROAD AND A SOUTH TURN IN MAIN ROAD, THE
 PT0076'MARK IS SET IN A TRIANGLE FORMED BY A SOUTH TURN IN THE ROAD, 116
 PT0076'FEET SOUTHEAST OF A TELEPHONE POLE, 67.2 FEET SOUTHEAST OF THE
 PT0076'INTERSECTION OF THE TWO ROADS, 57.6 FEET NORTHWEST FROM THE
 PT0076'CENTERLINE OF THE MAIN ROAD, ON THE CURVE AND ABOUT 3 FEET
 PT0076'LOWER, 2.3 FEET SOUTH OF A WHITE 4/4 MARKER POST, AND PROJECTING
 PT0076'3 INCHES ABOVE THE GROUND.  NEAR COR. SECS. 22, 23, 26 AND 27,
 PT0076'T. 116 N., R. 79 W.  A STANDARD DISK SET IN TOP OF A CONCRETE
 PT0076'POST.
 PT0076
 PT0076                          STATION RECOVERY (1964)
 PT0076
 PT0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0017 ***********************************************************************
 PT0017  DESIGNATION -  V 314
 PT0017  PID         -  PT0017
 PT0017  STATE/COUNTY-  SD/SULLY
 PT0017  COUNTRY     -  US
 PT0017  USGS QUAD   -  AGAR (2017)
 PT0017
 PT0017                         *CURRENT SURVEY CONTROL
 PT0017  ______________________________________________________________________
 PT0017* NAD 83(1986) POSITION- 44 51 57.     (N) 100 04 33.     (W)   SCALED
 PT0017* NAVD 88 ORTHO HEIGHT -   572.598 (meters)     1878.60  (feet) ADJUSTED
 PT0017  ______________________________________________________________________
 PT0017  GEOID HEIGHT    -        -22.763 (meters)                     GEOID18
 PT0017  DYNAMIC HEIGHT  -        572.502 (meters)     1878.28  (feet) COMP
 PT0017  MODELED GRAVITY -    980,431.1   (mgal)                       NAVD 88
 PT0017
 PT0017  VERT ORDER      -  SECOND    CLASS 0
 PT0017
 PT0017.The horizontal coordinates were scaled from a map and have
 PT0017.an estimated accuracy of +/- 6 seconds.
 PT0017
 PT0017.The orthometric height was determined by differential leveling and
 PT0017.adjusted by the NATIONAL GEODETIC SURVEY
 PT0017.in June 1991.
 PT0017
 PT0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0017.GEOID18 height accuracy estimate available here.
 PT0017
 PT0017.Click photographs - Photos may exist for this station.
 PT0017
 PT0017.The dynamic height is computed by dividing the NAVD 88
 PT0017.geopotential number by the normal gravity value computed on the
 PT0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0017.degrees latitude (g = 980.6199 gals.).
 PT0017
 PT0017.The modeled gravity was interpolated from observed gravity values.
 PT0017
 PT0017;                    North         East    Units  Estimated Accuracy
 PT0017;SPC SD N     -   114,740.      594,010.      MT  (+/- 180 meters Scaled)
 PT0017
 PT0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ150686(NAD 83)
 PT0017
 PT0017                          SUPERSEDED SURVEY CONTROL
 PT0017
 PT0017  NGVD 29 (??/??/92)  572.228  (m)         1877.38   (f) ADJ UNCH    2 0
 PT0017
 PT0017.Superseded values are not recommended for survey control.
 PT0017
 PT0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0017.See file dsdata.pdf to determine how the superseded data were derived.
 PT0017
 PT0017_MARKER: DB = BENCH MARK DISK
 PT0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0017_STAMPING: V 314 1946
 PT0017_MARK LOGO: CGS
 PT0017_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0017+STABILITY: SURFACE MOTION
 PT0017
 PT0017  HISTORY     - Date     Condition        Report By
 PT0017  HISTORY     - 1946     MONUMENTED       CGS
 PT0017  HISTORY     - 1964     GOOD             USGS
 PT0017
 PT0017                          STATION DESCRIPTION
 PT0017
 PT0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0017'2 MI N FROM AGAR.
 PT0017'2.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0017'FROM THE STATION AT AGAR, SULLY COUNTY, AT A ROAD CROSSING,
 PT0017'48.2 FEET WEST OF THE CENTER LINE OF THE TRACK, 33.6 FEET SOUTH
 PT0017'OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTHEAST OF A FENCE
 PT0017'CORNER, 1.9 FEET EAST OF THE FENCE, AND 2 FEET NORTH OF A
 PT0017'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED V 314
 PT0017'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 PT0017'INCHES ABOVE GROUND.
 PT0017
 PT0017                          STATION RECOVERY (1964)
 PT0017
 PT0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0393 ***********************************************************************
 PS0393  DESIGNATION -  V 315
 PS0393  PID         -  PS0393
 PS0393  STATE/COUNTY-  SD/BUFFALO
 PS0393  COUNTRY     -  US
 PS0393  USGS QUAD   -  BIG BEND DAM (2017)
 PS0393
 PS0393                         *CURRENT SURVEY CONTROL
 PS0393  ______________________________________________________________________
 PS0393* NAD 83(1986) POSITION- 44 05 29.     (N) 099 29 17.     (W)   SCALED
 PS0393* NAVD 88 ORTHO HEIGHT -   445.030 (meters)     1460.07  (feet) ADJUSTED
 PS0393  ______________________________________________________________________
 PS0393  GEOID HEIGHT    -        -24.717 (meters)                     GEOID18
 PS0393  DYNAMIC HEIGHT  -        444.931 (meters)     1459.74  (feet) COMP
 PS0393  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 PS0393
 PS0393  VERT ORDER      -  FIRST     CLASS II
 PS0393
 PS0393.The horizontal coordinates were scaled from a map and have
 PS0393.an estimated accuracy of +/- 6 seconds.
 PS0393
 PS0393.The orthometric height was determined by differential leveling and
 PS0393.adjusted by the NATIONAL GEODETIC SURVEY
 PS0393.in June 1991.
 PS0393
 PS0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0393.GEOID18 height accuracy estimate available here.
 PS0393
 PS0393.Click photographs - Photos may exist for this station.
 PS0393
 PS0393.The dynamic height is computed by dividing the NAVD 88
 PS0393.geopotential number by the normal gravity value computed on the
 PS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0393.degrees latitude (g = 980.6199 gals.).
 PS0393
 PS0393.The modeled gravity was interpolated from observed gravity values.
 PS0393
 PS0393;                    North         East    Units  Estimated Accuracy
 PS0393;SPC SD S     -   195,650.      667,690.      MT  (+/- 180 meters Scaled)
 PS0393
 PS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP609821(NAD 83)
 PS0393
 PS0393                          SUPERSEDED SURVEY CONTROL
 PS0393
 PS0393  NGVD 29 (??/??/92)  444.70   (m)         1459.0    (f) COMPUTED    1 2
 PS0393
 PS0393.Superseded values are not recommended for survey control.
 PS0393
 PS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0393.See file dsdata.pdf to determine how the superseded data were derived.
 PS0393
 PS0393_MARKER: DB = BENCH MARK DISK
 PS0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0393_STAMPING: V 315 1946
 PS0393_MARK LOGO: CGS
 PS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0393+STABILITY: SURFACE MOTION
 PS0393
 PS0393  HISTORY     - Date     Condition        Report By
 PS0393  HISTORY     - 1946     MONUMENTED       CGS
 PS0393  HISTORY     - 1949     GOOD             CGS
 PS0393
 PS0393                          STATION DESCRIPTION
 PS0393
 PS0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0393'5 MI NW FROM FORT THOMPSON.
 PS0393'ALONG A GRAVELED COUNTY ROAD, 1.5 MILES NORTH THENCE 2.5 MILES
 PS0393'WEST THENCE 1.0 MILE NORTH OF FORT THOMPSON, NEAR A SECTION CORNER,
 PS0393'38 FEET EAST OF THE CENTER OF THE ROAD, 39 FEET SOUTH OF THE SOUTH
 PS0393'END OF A GATE, 33 FEET SOUTH OF THE SOUTH END OF AN 18 INCH
 PS0393'CORRUGATED PIPE CULVERT, 2 FEET EAST OF A FENCE, 3 FEET NORTH OF
 PS0393'WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 PS0393'AND STAMPED, V 315 1946.
 PS0393
 PS0393                          STATION RECOVERY (1949)
 PS0393
 PS0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0398 ***********************************************************************
 OR0398  DESIGNATION -  V 317
 OR0398  PID         -  OR0398
 OR0398  STATE/COUNTY-  SD/BRULE
 OR0398  COUNTRY     -  US
 OR0398  USGS QUAD   -  PUKWANA (2017)
 OR0398
 OR0398                         *CURRENT SURVEY CONTROL
 OR0398  ______________________________________________________________________
 OR0398* NAD 83(1986) POSITION- 43 47 53.     (N) 099 13 55.     (W)   SCALED
 OR0398* NAVD 88 ORTHO HEIGHT -   470.576 (meters)     1543.88  (feet) ADJUSTED
 OR0398  ______________________________________________________________________
 OR0398  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 OR0398  DYNAMIC HEIGHT  -        470.451 (meters)     1543.47  (feet) COMP
 OR0398  MODELED GRAVITY -    980,339.8   (mgal)                       NAVD 88
 OR0398
 OR0398  VERT ORDER      -  FIRST     CLASS II
 OR0398
 OR0398.The horizontal coordinates were scaled from a map and have
 OR0398.an estimated accuracy of +/- 6 seconds.
 OR0398
 OR0398.The orthometric height was determined by differential leveling and
 OR0398.adjusted by the NATIONAL GEODETIC SURVEY
 OR0398.in June 1991.
 OR0398
 OR0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0398.GEOID18 height accuracy estimate available here.
 OR0398
 OR0398.Click photographs - Photos may exist for this station.
 OR0398
 OR0398.The dynamic height is computed by dividing the NAVD 88
 OR0398.geopotential number by the normal gravity value computed on the
 OR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0398.degrees latitude (g = 980.6199 gals.).
 OR0398
 OR0398.The modeled gravity was interpolated from observed gravity values.
 OR0398
 OR0398;                    North         East    Units  Estimated Accuracy
 OR0398;SPC SD S     -   163,310.      688,630.      MT  (+/- 180 meters Scaled)
 OR0398
 OR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP813494(NAD 83)
 OR0398
 OR0398                          SUPERSEDED SURVEY CONTROL
 OR0398
 OR0398  NGVD 29 (??/??/92)  470.221  (m)         1542.72   (f) ADJ UNCH    1 2
 OR0398
 OR0398.Superseded values are not recommended for survey control.
 OR0398
 OR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0398.See file dsdata.pdf to determine how the superseded data were derived.
 OR0398
 OR0398_MARKER: DB = BENCH MARK DISK
 OR0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0398_STAMPING: V 317 1946
 OR0398_MARK LOGO: CGS
 OR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0398+STABILITY: SURFACE MOTION
 OR0398
 OR0398  HISTORY     - Date     Condition        Report By
 OR0398  HISTORY     - 1946     MONUMENTED       CGS
 OR0398  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0398
 OR0398                          STATION DESCRIPTION
 OR0398
 OR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0398'5.6 MI E FROM CHAMBERLAIN.
 OR0398'5.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0398'RAILROAD FROM THE STATION AT CHAMBERLAIN, 145.0 FEET NORTHEAST
 OR0398'OF THE 10TH POLE NORTHWEST OF MILE POST 435, 99.0 FEET NORTHEAST
 OR0398'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 1.0 FOOT
 OR0398'SOUTHWEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT NORTHWEST OF
 OR0398'A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED V 317 1946
 OR0398'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 OR0398'ABOVE GROUND.
 OR0398
 OR0398                          STATION RECOVERY (2012)
 OR0398
 OR0398'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1494 ***********************************************************************
 NM1494  DESIGNATION -  V 319
 NM1494  PID         -  NM1494
 NM1494  STATE/COUNTY-  SD/YANKTON
 NM1494  COUNTRY     -  US
 NM1494  USGS QUAD   -  TABOR NE (2017)
 NM1494
 NM1494                         *CURRENT SURVEY CONTROL
 NM1494  ______________________________________________________________________
 NM1494* NAD 83(1986) POSITION- 42 53 35.     (N) 097 33 22.     (W)   SCALED
 NM1494* NAVD 88 ORTHO HEIGHT -   464.067 (meters)     1522.53  (feet) ADJUSTED
 NM1494  ______________________________________________________________________
 NM1494  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 NM1494  DYNAMIC HEIGHT  -        463.926 (meters)     1522.06  (feet) COMP
 NM1494  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 NM1494
 NM1494  VERT ORDER      -  SECOND    CLASS 0
 NM1494
 NM1494.The horizontal coordinates were scaled from a map and have
 NM1494.an estimated accuracy of +/- 6 seconds.
 NM1494
 NM1494.The orthometric height was determined by differential leveling and
 NM1494.adjusted by the NATIONAL GEODETIC SURVEY
 NM1494.in June 1991.
 NM1494
 NM1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1494.GEOID18 height accuracy estimate available here.
 NM1494
 NM1494.Click photographs - Photos may exist for this station.
 NM1494
 NM1494.The dynamic height is computed by dividing the NAVD 88
 NM1494.geopotential number by the normal gravity value computed on the
 NM1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1494.degrees latitude (g = 980.6199 gals.).
 NM1494
 NM1494.The modeled gravity was interpolated from observed gravity values.
 NM1494
 NM1494;                    North         East    Units  Estimated Accuracy
 NM1494;SPC SD S     -    65,970.      826,800.      MT  (+/- 180 meters Scaled)
 NM1494
 NM1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN178499(NAD 83)
 NM1494
 NM1494                          SUPERSEDED SURVEY CONTROL
 NM1494
 NM1494  NGVD 29 (??/??/92)  463.85   (m)         1521.8    (f) COMPUTED    2 0
 NM1494
 NM1494.Superseded values are not recommended for survey control.
 NM1494
 NM1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1494.See file dsdata.pdf to determine how the superseded data were derived.
 NM1494
 NM1494_MARKER: DB = BENCH MARK DISK
 NM1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1494_STAMPING: V 319 1946
 NM1494_MARK LOGO: CGS
 NM1494_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1494+STABILITY: SURFACE MOTION
 NM1494
 NM1494  HISTORY     - Date     Condition        Report By
 NM1494  HISTORY     - 1946     MONUMENTED       CGS
 NM1494
 NM1494                          STATION DESCRIPTION
 NM1494
 NM1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1494'10.5 MI W FROM YANKTON.
 NM1494'ABOUT 9.4 MILES WEST ALONG SOUTH DAKOTA STATE HIGHWAY NO. 50
 NM1494'FROM THE POST OFFICE AT YANKTON, THENCE 1.1 MILE SOUTH ALONG
 NM1494'A GRAVEL SURFACED ROAD, AND AT A FIELD ROAD LEADING EAST, 45
 NM1494'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE GRAVEL
 NM1494'ROAD, 15 FEET NORTH OF THE CENTER LINE OF THE FIELD ROAD, 1.5
 NM1494'FEET WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 IN X 4 IN
 NM1494'MARKER POST.  A BRONZE DISC STAMPED V 319 1946 AND SET IN THE TOP
 NM1494'OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1493 ***********************************************************************
 NM1493  DESIGNATION -  V 319 RESET
 NM1493  PID         -  NM1493
 NM1493  STATE/COUNTY-  SD/YANKTON
 NM1493  COUNTRY     -  US
 NM1493  USGS QUAD   -  TABOR NE (2017)
 NM1493
 NM1493                         *CURRENT SURVEY CONTROL
 NM1493  ______________________________________________________________________
 NM1493* NAD 83(1986) POSITION- 42 53 35.     (N) 097 33 22.     (W)   SCALED
 NM1493* NAVD 88 ORTHO HEIGHT -   465.628 (meters)     1527.65  (feet) ADJUSTED
 NM1493  ______________________________________________________________________
 NM1493  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 NM1493  DYNAMIC HEIGHT  -        465.486 (meters)     1527.18  (feet) COMP
 NM1493  MODELED GRAVITY -    980,300.9   (mgal)                       NAVD 88
 NM1493
 NM1493  VERT ORDER      -  FIRST     CLASS II
 NM1493
 NM1493.The horizontal coordinates were scaled from a map and have
 NM1493.an estimated accuracy of +/- 6 seconds.
 NM1493
 NM1493.The orthometric height was determined by differential leveling and
 NM1493.adjusted by the NATIONAL GEODETIC SURVEY
 NM1493.in June 1994.
 NM1493
 NM1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1493.GEOID18 height accuracy estimate available here.
 NM1493
 NM1493.Click photographs - Photos may exist for this station.
 NM1493
 NM1493.The dynamic height is computed by dividing the NAVD 88
 NM1493.geopotential number by the normal gravity value computed on the
 NM1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1493.degrees latitude (g = 980.6199 gals.).
 NM1493
 NM1493.The modeled gravity was interpolated from observed gravity values.
 NM1493
 NM1493;                    North         East    Units  Estimated Accuracy
 NM1493;SPC SD S     -    65,970.      826,800.      MT  (+/- 180 meters Scaled)
 NM1493
 NM1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN178499(NAD 83)
 NM1493
 NM1493                          SUPERSEDED SURVEY CONTROL
 NM1493
 NM1493  NGVD 29 (??/??/??)  465.39   (m)         1526.9    (f) RESET       3  
 NM1493
 NM1493.Superseded values are not recommended for survey control.
 NM1493
 NM1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1493.See file dsdata.pdf to determine how the superseded data were derived.
 NM1493
 NM1493_MARKER: DB = BENCH MARK DISK
 NM1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1493_STAMPING: V 319 RESET 1959
 NM1493_MARK LOGO: CGS
 NM1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1493+STABILITY: SURFACE MOTION
 NM1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1493+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2010
 NM1493
 NM1493  HISTORY     - Date     Condition        Report By
 NM1493  HISTORY     - 1959     MONUMENTED       CGS
 NM1493  HISTORY     - 19930919 GOOD             NGS
 NM1493  HISTORY     - 20100319 GOOD             INDIV
 NM1493
 NM1493                          STATION DESCRIPTION
 NM1493
 NM1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NM1493'10.5 MI W FROM YANKTON.
 NM1493'ABOUT 9.4 MILES WEST ALONG SOUTH DAKOTA STATE HIGHWAY 50, THENCE
 NM1493'ABOUT 1.1 MILES SOUTH ALONG A NEW ROAD LEADING TO THE LEWIS AND
 NM1493'CLARK LAKE, ABOUT OPPOSITE A DRIVEWAY LEADING TO A SAND PIT,
 NM1493'ABOUT 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 1/2
 NM1493'FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NM1493'POST PROJECTING ABOUT 4 INCHES.
 NM1493
 NM1493                          STATION RECOVERY (1993)
 NM1493
 NM1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1493'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM1493'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, THENCE 1.7 KM (1.05 MI)
 NM1493'SOUTHERLY ALONG STATE HIGHWAY 52, 30.0 M (98.4 FT) WEST OF THE
 NM1493'HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NM1493'0.9 M (3.0 FT) WEST OF A WITNESS POST AND FENCE, 0.8 M (2.6 FT) NORTH
 NM1493'OF A 4 BY 4-INCH WOOD POST, ON THE EXTENDED CENTER OF A DRIVEWAY
 NM1493'LEADING EAST TO A FRAME HOUSE, AND THE MONUMENT PROJECTS 0.3 M (1.0
 NM1493'FT) ABOVE THE GROUND SURFACE.
 NM1493
 NM1493                          STATION RECOVERY (2010)
 NM1493
 NM1493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 NM1493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0129 ***********************************************************************
 OS0129  DESIGNATION -  V 320
 OS0129  PID         -  OS0129
 OS0129  STATE/COUNTY-  SD/TODD
 OS0129  COUNTRY     -  US
 OS0129  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0129
 OS0129                         *CURRENT SURVEY CONTROL
 OS0129  ______________________________________________________________________
 OS0129* NAD 83(1986) POSITION- 43 06 14.     (N) 100 21 14.     (W)   SCALED
 OS0129* NAVD 88 ORTHO HEIGHT -   756.077 (meters)     2480.56  (feet) ADJUSTED
 OS0129  ______________________________________________________________________
 OS0129  GEOID HEIGHT    -        -23.223 (meters)                     GEOID18
 OS0129  DYNAMIC HEIGHT  -        755.780 (meters)     2479.59  (feet) COMP
 OS0129  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 OS0129
 OS0129  VERT ORDER      -  SECOND    CLASS 0
 OS0129
 OS0129.The horizontal coordinates were scaled from a map and have
 OS0129.an estimated accuracy of +/- 6 seconds.
 OS0129
 OS0129.The orthometric height was determined by differential leveling and
 OS0129.adjusted by the NATIONAL GEODETIC SURVEY
 OS0129.in June 1991.
 OS0129
 OS0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0129.GEOID18 height accuracy estimate available here.
 OS0129
 OS0129.Click photographs - Photos may exist for this station.
 OS0129
 OS0129.The dynamic height is computed by dividing the NAVD 88
 OS0129.geopotential number by the normal gravity value computed on the
 OS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0129.degrees latitude (g = 980.6199 gals.).
 OS0129
 OS0129.The modeled gravity was interpolated from observed gravity values.
 OS0129
 OS0129;                    North         East    Units  Estimated Accuracy
 OS0129;SPC SD S     -    85,600.      598,330.      MT  (+/- 180 meters Scaled)
 OS0129
 OS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN898732(NAD 83)
 OS0129
 OS0129                          SUPERSEDED SURVEY CONTROL
 OS0129
 OS0129  NGVD 29 (??/??/92)  755.747  (m)         2479.48   (f) ADJ UNCH    2 0
 OS0129
 OS0129.Superseded values are not recommended for survey control.
 OS0129
 OS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0129.See file dsdata.pdf to determine how the superseded data were derived.
 OS0129
 OS0129_MARKER: DB = BENCH MARK DISK
 OS0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0129_STAMPING: V 320 1946
 OS0129_MARK LOGO: CGS
 OS0129_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0129+STABILITY: SURFACE MOTION
 OS0129
 OS0129  HISTORY     - Date     Condition        Report By
 OS0129  HISTORY     - 1946     MONUMENTED       CGS
 OS0129
 OS0129                          STATION DESCRIPTION
 OS0129
 OS0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0129'11.5 MI W FROM KEYAPAHA.
 OS0129'ABOUT 11.5 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0129'OFFICE AT KEYAPAHA, AND AT AN OFFSET IN THE RIGHT-OF-WAY FENCE,
 OS0129'ABOUT 0.1 MILE EAST OF A GROUP OF FARM BUILDINGS, 50 FEET WEST OF
 OS0129'A NORTH-SOUTH FENCE, 43 FEET NORTH OF AND ABOUT LEVEL WITH THE
 OS0129'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 OS0129'1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 OS0129'V 320 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OS0129'5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0083 ***********************************************************************
 OS0083  DESIGNATION -  V 321
 OS0083  PID         -  OS0083
 OS0083  STATE/COUNTY-  SD/TRIPP
 OS0083  COUNTRY     -  US
 OS0083  USGS QUAD   -  WITTEN SW (2017)
 OS0083
 OS0083                         *CURRENT SURVEY CONTROL
 OS0083  ______________________________________________________________________
 OS0083* NAD 83(1986) POSITION- 43 17 57.     (N) 100 11 09.     (W)   SCALED
 OS0083* NAVD 88 ORTHO HEIGHT -   733.714 (meters)     2407.19  (feet) ADJUSTED
 OS0083  ______________________________________________________________________
 OS0083  GEOID HEIGHT    -        -24.364 (meters)                     GEOID18
 OS0083  DYNAMIC HEIGHT  -        733.441 (meters)     2406.30  (feet) COMP
 OS0083  MODELED GRAVITY -    980,223.4   (mgal)                       NAVD 88
 OS0083
 OS0083  VERT ORDER      -  SECOND    CLASS 0
 OS0083
 OS0083.The horizontal coordinates were scaled from a map and have
 OS0083.an estimated accuracy of +/- 6 seconds.
 OS0083
 OS0083.The orthometric height was determined by differential leveling and
 OS0083.adjusted by the NATIONAL GEODETIC SURVEY
 OS0083.in June 1991.
 OS0083
 OS0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0083.GEOID18 height accuracy estimate available here.
 OS0083
 OS0083.Click photographs - Photos may exist for this station.
 OS0083
 OS0083.The dynamic height is computed by dividing the NAVD 88
 OS0083.geopotential number by the normal gravity value computed on the
 OS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0083.degrees latitude (g = 980.6199 gals.).
 OS0083
 OS0083.The modeled gravity was interpolated from observed gravity values.
 OS0083
 OS0083;                    North         East    Units  Estimated Accuracy
 OS0083;SPC SD S     -   107,310.      611,970.      MT  (+/- 180 meters Scaled)
 OS0083
 OS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN038947(NAD 83)
 OS0083
 OS0083                          SUPERSEDED SURVEY CONTROL
 OS0083
 OS0083  NGVD 29 (??/??/92)  733.351  (m)         2406.00   (f) ADJ UNCH    2 0
 OS0083
 OS0083.Superseded values are not recommended for survey control.
 OS0083
 OS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0083.See file dsdata.pdf to determine how the superseded data were derived.
 OS0083
 OS0083_MARKER: DB = BENCH MARK DISK
 OS0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0083_STAMPING: V 321 1946
 OS0083_MARK LOGO: CGS
 OS0083_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0083+STABILITY: SURFACE MOTION
 OS0083
 OS0083  HISTORY     - Date     Condition        Report By
 OS0083  HISTORY     - 1946     MONUMENTED       CGS
 OS0083
 OS0083                          STATION DESCRIPTION
 OS0083
 OS0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0083'7 MI SE FROM CARTER.
 OS0083'ABOUT 5.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0083'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0083'AT CARTER, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 1.0
 OS0083'MILE SOUTH ALONG A DIRT ROAD, AND AT THE INTERSECTION WITH AN
 OS0083'EAST-WEST DIRT ROAD, 45 FEET EAST OF AND ABOUT LEVEL WITH THE
 OS0083'CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET SOUTH OF THE
 OS0083'CENTER LINE OF THE EAST-WEST ROAD, 10 FEET EAST OF THE
 OS0083'RIGHT-OF-WAY FENCE CORNER, 1 FOOT WEST OF A 4 IN X 4 IN MARKER
 OS0083'POST.  A BRONZE DISC STAMPED V 321 1946 AND SET IN THE TOP OF A
 OS0083'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0112 ***********************************************************************
 OS0112  DESIGNATION -  V 322
 OS0112  PID         -  OS0112
 OS0112  STATE/COUNTY-  SD/TRIPP
 OS0112  COUNTRY     -  US
 OS0112  USGS QUAD   -  KEYAPAHA SE (2017)
 OS0112
 OS0112                         *CURRENT SURVEY CONTROL
 OS0112  ______________________________________________________________________
 OS0112* NAD 83(1986) POSITION- 43 02 20.     (N) 100 06 24.     (W)   SCALED
 OS0112* NAVD 88 ORTHO HEIGHT -   742.576 (meters)     2436.27  (feet) ADJUSTED
 OS0112  ______________________________________________________________________
 OS0112  GEOID HEIGHT    -        -23.546 (meters)                     GEOID18
 OS0112  DYNAMIC HEIGHT  -        742.285 (meters)     2435.31  (feet) COMP
 OS0112  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 OS0112
 OS0112  VERT ORDER      -  SECOND    CLASS 0
 OS0112
 OS0112.The horizontal coordinates were scaled from a map and have
 OS0112.an estimated accuracy of +/- 6 seconds.
 OS0112
 OS0112.The orthometric height was determined by differential leveling and
 OS0112.adjusted by the NATIONAL GEODETIC SURVEY
 OS0112.in June 1991.
 OS0112
 OS0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0112.GEOID18 height accuracy estimate available here.
 OS0112
 OS0112.Click photographs - Photos may exist for this station.
 OS0112
 OS0112.The dynamic height is computed by dividing the NAVD 88
 OS0112.geopotential number by the normal gravity value computed on the
 OS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0112.degrees latitude (g = 980.6199 gals.).
 OS0112
 OS0112.The modeled gravity was interpolated from observed gravity values.
 OS0112
 OS0112;                    North         East    Units  Estimated Accuracy
 OS0112;SPC SD S     -    78,410.      618,470.      MT  (+/- 180 meters Scaled)
 OS0112
 OS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN098657(NAD 83)
 OS0112
 OS0112                          SUPERSEDED SURVEY CONTROL
 OS0112
 OS0112  NGVD 29 (??/??/92)  742.248  (m)         2435.19   (f) ADJ UNCH    2 0
 OS0112
 OS0112.Superseded values are not recommended for survey control.
 OS0112
 OS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0112.See file dsdata.pdf to determine how the superseded data were derived.
 OS0112
 OS0112_MARKER: DB = BENCH MARK DISK
 OS0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0112_STAMPING: V 322 1946
 OS0112_MARK LOGO: CGS
 OS0112_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0112+STABILITY: SURFACE MOTION
 OS0112
 OS0112  HISTORY     - Date     Condition        Report By
 OS0112  HISTORY     - 1946     MONUMENTED       CGS
 OS0112
 OS0112                          STATION DESCRIPTION
 OS0112
 OS0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0112'6.5 MI SE FROM KEYAPAHA.
 OS0112'ABOUT 1.5 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0112'KEYAPAHA, THENCE 5.0 MILES SOUTH ALONG A DIRT ROAD, AND AT A
 OS0112'ROAD INTERSECTION, 62 FEET EAST OF THE CENTER LINE OF THE
 OS0112'NORTH-SOUTH ROAD, 28 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN
 OS0112'THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT NORTH OF THE
 OS0112'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 OS0112'PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED V 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0958 ***********************************************************************
 OR0958  DESIGNATION -  V 323 RESET
 OR0958  PID         -  OR0958
 OR0958  STATE/COUNTY-  SD/TRIPP
 OR0958  COUNTRY     -  US
 OR0958  USGS QUAD   -  WEWELA (2017)
 OR0958
 OR0958                         *CURRENT SURVEY CONTROL
 OR0958  ______________________________________________________________________
 OR0958* NAD 83(1986) POSITION- 43 03 20.     (N) 099 45 57.     (W)   SCALED
 OR0958* NAVD 88 ORTHO HEIGHT -   737.98  (meters)     2421.2   (feet) RESET
 OR0958  ______________________________________________________________________
 OR0958  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 OR0958  VERT ORDER      -  THIRD
 OR0958
 OR0958.The horizontal coordinates were scaled from a map and have
 OR0958.an estimated accuracy of +/- 6 seconds.
 OR0958
 OR0958.The orthometric height was computed from unverified reset data.
 OR0958
 OR0958.No vertical observational check was made to the station.
 OR0958
 OR0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0958.GEOID18 height accuracy estimate available here.
 OR0958
 OR0958.Click photographs - Photos may exist for this station.
 OR0958
 OR0958;                    North         East    Units  Estimated Accuracy
 OR0958;SPC SD S     -    80,390.      646,230.      MT  (+/- 180 meters Scaled)
 OR0958
 OR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN376672(NAD 83)
 OR0958
 OR0958                          SUPERSEDED SURVEY CONTROL
 OR0958
 OR0958  NGVD 29 (04/17/07)  737.65   (m)         2420.1    (f) RESET       3  
 OR0958
 OR0958.Superseded values are not recommended for survey control.
 OR0958
 OR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0958.See file dsdata.pdf to determine how the superseded data were derived.
 OR0958
 OR0958_MARKER: DV = VERTICAL CONTROL DISK
 OR0958_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0958_STAMPING: V 323 RESET 1986
 OR0958_MARK LOGO: NGS
 OR0958_PROJECTION: FLUSH
 OR0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0958
 OR0958  HISTORY     - Date     Condition        Report By
 OR0958  HISTORY     - 1986     MONUMENTED       NGS
 OR0958
 OR0958                          STATION DESCRIPTION
 OR0958
 OR0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OR0958'25.3 KM (15.70 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0958'WITH U.S. HIGHWAY 18 IN COLOME, 60.35 METERS (198 FT) WEST FROM U.S.
 OR0958'HIGHWAY 18, 40.23 METERS (132 FT) WEST FROM WEST RIGHT OF WAY FENCE,
 OR0958'IN THE TOP OF A 12-INCH CONCRETE POST THAT IS FLUSH WITH THE
 OR0958'SURFACE, 0.3 METERS (1 FT) EAST FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0050 ***********************************************************************
 NM0050  DESIGNATION -  V 324
 NM0050  PID         -  NM0050
 NM0050  STATE/COUNTY-  SD/UNION
 NM0050  COUNTRY     -  US
 NM0050  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0050
 NM0050                         *CURRENT SURVEY CONTROL
 NM0050  ______________________________________________________________________
 NM0050* NAD 83(1986) POSITION- 42 31 30.     (N) 096 28 52.     (W)   SCALED
 NM0050* NAVD 88 ORTHO HEIGHT -   335.362 (meters)     1100.27  (feet) ADJUSTED
 NM0050  ______________________________________________________________________
 NM0050  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 NM0050  DYNAMIC HEIGHT  -        335.256 (meters)     1099.92  (feet) COMP
 NM0050  MODELED GRAVITY -    980,296.5   (mgal)                       NAVD 88
 NM0050
 NM0050  VERT ORDER      -  FIRST     CLASS II
 NM0050
 NM0050.The horizontal coordinates were scaled from a map and have
 NM0050.an estimated accuracy of +/- 6 seconds.
 NM0050
 NM0050.The orthometric height was determined by differential leveling and
 NM0050.adjusted by the NATIONAL GEODETIC SURVEY
 NM0050.in June 1991.
 NM0050
 NM0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0050.GEOID18 height accuracy estimate available here.
 NM0050
 NM0050.Click photographs - Photos may exist for this station.
 NM0050
 NM0050.The dynamic height is computed by dividing the NAVD 88
 NM0050.geopotential number by the normal gravity value computed on the
 NM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0050.degrees latitude (g = 980.6199 gals.).
 NM0050
 NM0050.The modeled gravity was interpolated from observed gravity values.
 NM0050
 NM0050;                    North         East    Units  Estimated Accuracy
 NM0050;SPC SD S     -    28,630.      916,440.      MT  (+/- 180 meters Scaled)
 NM0050
 NM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN068111(NAD 83)
 NM0050
 NM0050                          SUPERSEDED SURVEY CONTROL
 NM0050
 NM0050  NGVD 29 (??/??/92)  335.21   (m)         1099.8    (f) COMPUTED    1 2
 NM0050
 NM0050.Superseded values are not recommended for survey control.
 NM0050
 NM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0050.See file dsdata.pdf to determine how the superseded data were derived.
 NM0050
 NM0050_MARKER: DB = BENCH MARK DISK
 NM0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0050_STAMPING: V 324 1948
 NM0050_MARK LOGO: CGS
 NM0050_PROJECTION: PROJECTING 6 CENTIMETERS
 NM0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0050+STABILITY: SURFACE MOTION
 NM0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0050+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 NM0050
 NM0050  HISTORY     - Date     Condition        Report By
 NM0050  HISTORY     - 1948     MONUMENTED       CGS
 NM0050  HISTORY     - 19900424 GOOD             NGS
 NM0050
 NM0050                          STATION DESCRIPTION
 NM0050
 NM0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0050'0.7 MI NW FROM RIVERSIDE.
 NM0050'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0050'AT RIVERSIDE, ABOUT 300.0 FEET WEST OF THE NORTHWEST END OF THE
 NM0050'CONCRETE BRIDGE OVER THE BIG SIOUX RIVER, AT THE NORTH CORNER
 NM0050'OF THE BIG SIOUX TOURIST COURTS, 82.0 FEET SOUTHWEST OF THE
 NM0050'CENTER LINE OF THE HIGHWAY, 43.0 FEET SOUTHEAST OF THE CENTER LINE
 NM0050'OF THE ROAD LEADING SOUTHWEST, 18.0 FEET NORTHWEST OF THE
 NM0050'CENTER LINE OF THE ROAD LEADING TO THE CABINS, 5.6 FEET NORTH OF
 NM0050'THE EAST CORNER OF THE OFFICE BUILDING, 1.4 FEET NORTHEAST OF
 NM0050'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0050'0.2 FOOT ABOVE THE GROUND.
 NM0050
 NM0050                          STATION RECOVERY (1990)
 NM0050
 NM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0050'IN NORTH SIOUX CITY, AT THE INTERSECTION OF RIVER DRIVE AND MILITARY
 NM0050'ROAD, 27.4 M (89.9 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 22.4
 NM0050'M (73.5 FT) NORTHWEST OF THE NORTH CORNER OF A HOUSE, 12.5 M (41.0
 NM0050'FT) SOUTHEAST OF THE CENTERLINE OF THE DRIVE, 5.9 M (19.4 FT)
 NM0050'NORTHEAST OF THE CENTER OF A DRIVEWAY, 0.4 M (1.3 FT) SOUTHEAST OF A
 NM0050'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVE, AND IN A
 NM0050'CONCRETE MONUMENT THAT IS 0.25 M (0.82 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0044 ***********************************************************************
 NM0044  DESIGNATION -  V 325
 NM0044  PID         -  NM0044
 NM0044  STATE/COUNTY-  SD/UNION
 NM0044  COUNTRY     -  US
 NM0044  USGS QUAD   -  SIOUX CITY NORTH (2018)
 NM0044
 NM0044                         *CURRENT SURVEY CONTROL
 NM0044  ______________________________________________________________________
 NM0044* NAD 83(1986) POSITION- 42 32 11.     (N) 096 29 15.     (W)   SCALED
 NM0044* NAVD 88 ORTHO HEIGHT -   337.337 (meters)     1106.75  (feet) ADJUSTED
 NM0044  ______________________________________________________________________
 NM0044  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 NM0044  DYNAMIC HEIGHT  -        337.231 (meters)     1106.40  (feet) COMP
 NM0044  MODELED GRAVITY -    980,297.1   (mgal)                       NAVD 88
 NM0044
 NM0044  VERT ORDER      -  FIRST     CLASS II
 NM0044
 NM0044.The horizontal coordinates were scaled from a map and have
 NM0044.an estimated accuracy of +/- 6 seconds.
 NM0044
 NM0044.The orthometric height was determined by differential leveling and
 NM0044.adjusted by the NATIONAL GEODETIC SURVEY
 NM0044.in June 1991.
 NM0044
 NM0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0044.GEOID18 height accuracy estimate available here.
 NM0044
 NM0044.Click photographs - Photos may exist for this station.
 NM0044
 NM0044.The dynamic height is computed by dividing the NAVD 88
 NM0044.geopotential number by the normal gravity value computed on the
 NM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0044.degrees latitude (g = 980.6199 gals.).
 NM0044
 NM0044.The modeled gravity was interpolated from observed gravity values.
 NM0044
 NM0044;                    North         East    Units  Estimated Accuracy
 NM0044;SPC SD S     -    29,870.      915,850.      MT  (+/- 180 meters Scaled)
 NM0044
 NM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN063123(NAD 83)
 NM0044
 NM0044                          SUPERSEDED SURVEY CONTROL
 NM0044
 NM0044  NGVD 29 (??/??/92)  337.19   (m)         1106.3    (f) COMPUTED    1 2
 NM0044
 NM0044.Superseded values are not recommended for survey control.
 NM0044
 NM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0044.See file dsdata.pdf to determine how the superseded data were derived.
 NM0044
 NM0044_MARKER: DB = BENCH MARK DISK
 NM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0044_STAMPING: V 325 1948
 NM0044_MARK LOGO: CGS
 NM0044_PROJECTION: FLUSH
 NM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0044+STABILITY: SURFACE MOTION
 NM0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0044+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 NM0044
 NM0044  HISTORY     - Date     Condition        Report By
 NM0044  HISTORY     - 1948     MONUMENTED       CGS
 NM0044  HISTORY     - 20120327 GOOD             INDIV
 NM0044
 NM0044                          STATION DESCRIPTION
 NM0044
 NM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0044'1.5 MI NW FROM RIVERSIDE.
 NM0044'1.5 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0044'AT RIVERSIDE, AT THE RICKENBACKER AIRPORT, AT THE NORTHEAST CORNER
 NM0044'OF THE YARD AROUND THE MAIN OFFICE BUILDING, 37.5 FEET NORTHWEST
 NM0044'OF THE NORTHWEST CORNER OF THE BUILDING, ON THE INSIDE OF A
 NM0044'90-DEGREE TURN IN THE SIDEWALK, SET IN THE TOP OF A CONCRETE
 NM0044'POST AND LEVEL WITH THE GROUND AND SIDEWALK.
 NM0044
 NM0044                          STATION RECOVERY (2012)
 NM0044
 NM0044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0134 ***********************************************************************
 OQ0134  DESIGNATION -  V 326
 OQ0134  PID         -  OQ0134
 OQ0134  STATE/COUNTY-  SD/LINCOLN
 OQ0134  COUNTRY     -  US
 OQ0134  USGS QUAD   -  FAIRVIEW (2017)
 OQ0134
 OQ0134                         *CURRENT SURVEY CONTROL
 OQ0134  ______________________________________________________________________
 OQ0134* NAD 83(1986) POSITION- 43 10 59.     (N) 096 28 21.     (W)   SCALED
 OQ0134* NAVD 88 ORTHO HEIGHT -   369.568 (meters)     1212.49  (feet) ADJUSTED
 OQ0134  ______________________________________________________________________
 OQ0134  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 OQ0134  DYNAMIC HEIGHT  -        369.465 (meters)     1212.15  (feet) COMP
 OQ0134  MODELED GRAVITY -    980,331.1   (mgal)                       NAVD 88
 OQ0134
 OQ0134  VERT ORDER      -  FIRST     CLASS II
 OQ0134
 OQ0134.The horizontal coordinates were scaled from a map and have
 OQ0134.an estimated accuracy of +/- 6 seconds.
 OQ0134
 OQ0134.The orthometric height was determined by differential leveling and
 OQ0134.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0134.in June 1991.
 OQ0134
 OQ0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0134.GEOID18 height accuracy estimate available here.
 OQ0134
 OQ0134.Click photographs - Photos may exist for this station.
 OQ0134
 OQ0134.The dynamic height is computed by dividing the NAVD 88
 OQ0134.geopotential number by the normal gravity value computed on the
 OQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0134.degrees latitude (g = 980.6199 gals.).
 OQ0134
 OQ0134.The modeled gravity was interpolated from observed gravity values.
 OQ0134
 OQ0134;                    North         East    Units  Estimated Accuracy
 OQ0134;SPC SD S     -   101,690.      913,750.      MT  (+/- 180 meters Scaled)
 OQ0134
 OQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN054842(NAD 83)
 OQ0134
 OQ0134                          SUPERSEDED SURVEY CONTROL
 OQ0134
 OQ0134  NGVD 29 (??/??/92)  369.340  (m)         1211.74   (f) ADJ UNCH    1 2
 OQ0134
 OQ0134.Superseded values are not recommended for survey control.
 OQ0134
 OQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0134.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0134
 OQ0134_MARKER: DB = BENCH MARK DISK
 OQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0134_STAMPING: V 326 1949
 OQ0134_MARK LOGO: CGS
 OQ0134_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0134+STABILITY: SURFACE MOTION
 OQ0134
 OQ0134  HISTORY     - Date     Condition        Report By
 OQ0134  HISTORY     - 1949     MONUMENTED       CGS
 OQ0134  HISTORY     - 20120229 MARK NOT FOUND   INDIV
 OQ0134
 OQ0134                          STATION DESCRIPTION
 OQ0134
 OQ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0134'2.7 MI S FROM FAIRVIEW.
 OQ0134'2.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0134'PACIFIC RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW, AT THE
 OQ0134'SOUTH END OF A CUT, 9 1/2 POLES SOUTH OF MILE-POST 39, 45.0 FEET
 OQ0134'EAST OF THE EAST RAIL, 8.0 FEET NORTHWEST OF A POLE, 1.4 FEET
 OQ0134'WEST OF THE RIGHT-OF-WAY FENCE, 1.4 FEET NORTH OF A REFERENCE
 OQ0134'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OQ0134'ABOVE THE GROUND.
 OQ0134
 OQ0134                          STATION RECOVERY (2012)
 OQ0134
 OQ0134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0226 ***********************************************************************
 OQ0226  DESIGNATION -  V 327
 OQ0226  PID         -  OQ0226
 OQ0226  STATE/COUNTY-  SD/LINCOLN
 OQ0226  COUNTRY     -  US
 OQ0226  USGS QUAD   -  KLONDIKE (2018)
 OQ0226
 OQ0226                         *CURRENT SURVEY CONTROL
 OQ0226  ______________________________________________________________________
 OQ0226* NAD 83(1986) POSITION- 43 25 00.     (N) 096 34 18.     (W)   SCALED
 OQ0226* NAVD 88 ORTHO HEIGHT -   401.392 (meters)     1316.90  (feet) ADJUSTED
 OQ0226  ______________________________________________________________________
 OQ0226  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 OQ0226  DYNAMIC HEIGHT  -        401.285 (meters)     1316.55  (feet) COMP
 OQ0226  MODELED GRAVITY -    980,341.4   (mgal)                       NAVD 88
 OQ0226
 OQ0226  VERT ORDER      -  SECOND    CLASS 0
 OQ0226
 OQ0226.The horizontal coordinates were scaled from a map and have
 OQ0226.an estimated accuracy of +/- 6 seconds.
 OQ0226
 OQ0226.The orthometric height was determined by differential leveling and
 OQ0226.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0226.in June 1991.
 OQ0226
 OQ0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0226.GEOID18 height accuracy estimate available here.
 OQ0226
 OQ0226.Click photographs - Photos may exist for this station.
 OQ0226
 OQ0226.The dynamic height is computed by dividing the NAVD 88
 OQ0226.geopotential number by the normal gravity value computed on the
 OQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0226.degrees latitude (g = 980.6199 gals.).
 OQ0226
 OQ0226.The modeled gravity was interpolated from observed gravity values.
 OQ0226
 OQ0226;                    North         East    Units  Estimated Accuracy
 OQ0226;SPC SD S     -   127,250.      904,520.      MT  (+/- 180 meters Scaled)
 OQ0226
 OQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP965099(NAD 83)
 OQ0226
 OQ0226                          SUPERSEDED SURVEY CONTROL
 OQ0226
 OQ0226  NGVD 29 (??/??/92)  401.136  (m)         1316.06   (f) ADJ UNCH    2 0
 OQ0226
 OQ0226.Superseded values are not recommended for survey control.
 OQ0226
 OQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0226.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0226
 OQ0226_MARKER: DB = BENCH MARK DISK
 OQ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0226_STAMPING: V 327 1949
 OQ0226_MARK LOGO: CGS
 OQ0226_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0226+STABILITY: SURFACE MOTION
 OQ0226
 OQ0226  HISTORY     - Date     Condition        Report By
 OQ0226  HISTORY     - 1949     MONUMENTED       CGS
 OQ0226
 OQ0226                          STATION DESCRIPTION
 OQ0226
 OQ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0226'7.5 MI SE FROM HARRISBURG.
 OQ0226'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0226'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 OQ0226'2.0 MILES EAST ALONG A GRAVELED ROAD, 96.0 FEET SOUTH OF THE CENTER
 OQ0226'LINE OF THE EAST-WEST ROAD, 35.0 FEET NORTHEAST OF THE CENTER LINE
 OQ0226'OF THE SOUTHEAST-NORTHWEST ROAD, 46.0 FEET SOUTHEAST OF A FENCE
 OQ0226'CORNER POST, 1.0 FOOT SOUTHWEST OF THE FENCE, 3.5 FEET NORTHWEST
 OQ0226'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 OQ0226'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0229 ***********************************************************************
 PR0229  DESIGNATION -  V 329
 PR0229  PID         -  PR0229
 PR0229  STATE/COUNTY-  SD/BROOKINGS
 PR0229  COUNTRY     -  US
 PR0229  USGS QUAD   -  VOLGA (2017)
 PR0229
 PR0229                         *CURRENT SURVEY CONTROL
 PR0229  ______________________________________________________________________
 PR0229* NAD 83(1986) POSITION- 44 21 17.     (N) 096 55 43.     (W)   SCALED
 PR0229* NAVD 88 ORTHO HEIGHT -   502.887 (meters)     1649.89  (feet) ADJUSTED
 PR0229  ______________________________________________________________________
 PR0229  GEOID HEIGHT    -        -25.168 (meters)                     GEOID18
 PR0229  DYNAMIC HEIGHT  -        502.798 (meters)     1649.60  (feet) COMP
 PR0229  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 PR0229
 PR0229  VERT ORDER      -  SECOND    CLASS 0
 PR0229
 PR0229.The horizontal coordinates were scaled from a map and have
 PR0229.an estimated accuracy of +/- 6 seconds.
 PR0229
 PR0229.The orthometric height was determined by differential leveling and
 PR0229.adjusted by the NATIONAL GEODETIC SURVEY
 PR0229.in June 1991.
 PR0229
 PR0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0229.GEOID18 height accuracy estimate available here.
 PR0229
 PR0229.Click photographs - Photos may exist for this station.
 PR0229
 PR0229.The dynamic height is computed by dividing the NAVD 88
 PR0229.geopotential number by the normal gravity value computed on the
 PR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0229.degrees latitude (g = 980.6199 gals.).
 PR0229
 PR0229.The modeled gravity was interpolated from observed gravity values.
 PR0229
 PR0229;                    North         East    Units  Estimated Accuracy
 PR0229;SPC SD N     -    62,580.      844,820.      MT  (+/- 180 meters Scaled)
 PR0229
 PR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ650133(NAD 83)
 PR0229
 PR0229                          SUPERSEDED SURVEY CONTROL
 PR0229
 PR0229  NGVD 29 (??/??/92)  502.626  (m)         1649.03   (f) ADJ UNCH    2 0
 PR0229
 PR0229.Superseded values are not recommended for survey control.
 PR0229
 PR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0229.See file dsdata.pdf to determine how the superseded data were derived.
 PR0229
 PR0229_MARKER: DB = BENCH MARK DISK
 PR0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0229_STAMPING: V 329 1949
 PR0229_MARK LOGO: CGS
 PR0229_PROJECTION: FLUSH
 PR0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0229+STABILITY: SURFACE MOTION
 PR0229
 PR0229  HISTORY     - Date     Condition        Report By
 PR0229  HISTORY     - 1949     MONUMENTED       CGS
 PR0229  HISTORY     - 19940920 MARK NOT FOUND   NGS
 PR0229
 PR0229                          STATION DESCRIPTION
 PR0229
 PR0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0229'2 MI N FROM VOLGA.
 PR0229'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PR0229'NORTH WESTERN RAILWAY STATION AT VOLGA, AT A ROAD INTERSECTION,
 PR0229'118.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 53.0
 PR0229'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 41.1 FEET
 PR0229'EAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 7.3 FEET NORTH
 PR0229'OF THE NORTH EDGE OF A CONCRETE SIDEWALK LEADING TO THE
 PR0229'SCHOOLHOUSE, 2.4 FEET SOUTH OF A FLAGPOLE, AND SET IN THE TOP OF
 PR0229'A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 PR0229
 PR0229                          STATION RECOVERY (1994)
 PR0229
 PR0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0229'THE SCHOOL BUILDING HAS BEEN RAZED AND THE AREA GRADED.  ASSUMED
 PR0229'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0446 ***********************************************************************
 PR0446  DESIGNATION -  V 330
 PR0446  PID         -  PR0446
 PR0446  STATE/COUNTY-  SD/HAMLIN
 PR0446  COUNTRY     -  US
 PR0446  USGS QUAD   -  CASTLEWOOD (2017)
 PR0446
 PR0446                         *CURRENT SURVEY CONTROL
 PR0446  ______________________________________________________________________
 PR0446* NAD 83(1986) POSITION- 44 42 18.     (N) 097 01 34.     (W)   SCALED
 PR0446* NAVD 88 ORTHO HEIGHT -   510.109 (meters)     1673.58  (feet) ADJUSTED
 PR0446  ______________________________________________________________________
 PR0446  GEOID HEIGHT    -        -24.980 (meters)                     GEOID18
 PR0446  DYNAMIC HEIGHT  -        510.032 (meters)     1673.33  (feet) COMP
 PR0446  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 PR0446
 PR0446  VERT ORDER      -  SECOND    CLASS 0
 PR0446
 PR0446.The horizontal coordinates were scaled from a map and have
 PR0446.an estimated accuracy of +/- 6 seconds.
 PR0446
 PR0446.The orthometric height was determined by differential leveling and
 PR0446.adjusted by the NATIONAL GEODETIC SURVEY
 PR0446.in June 1991.
 PR0446
 PR0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0446.GEOID18 height accuracy estimate available here.
 PR0446
 PR0446.Click photographs - Photos may exist for this station.
 PR0446
 PR0446.The dynamic height is computed by dividing the NAVD 88
 PR0446.geopotential number by the normal gravity value computed on the
 PR0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0446.degrees latitude (g = 980.6199 gals.).
 PR0446
 PR0446.The modeled gravity was interpolated from observed gravity values.
 PR0446
 PR0446;                    North         East    Units  Estimated Accuracy
 PR0446;SPC SD N     -   101,190.      835,620.      MT  (+/- 180 meters Scaled)
 PR0446
 PR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ563520(NAD 83)
 PR0446
 PR0446                          SUPERSEDED SURVEY CONTROL
 PR0446
 PR0446  NGVD 29 (??/??/92)  509.822  (m)         1672.64   (f) ADJ UNCH    2 0
 PR0446
 PR0446.Superseded values are not recommended for survey control.
 PR0446
 PR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0446.See file dsdata.pdf to determine how the superseded data were derived.
 PR0446
 PR0446_MARKER: DB = BENCH MARK DISK
 PR0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0446_STAMPING: V 330 1949
 PR0446_MARK LOGO: CGS
 PR0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0446+STABILITY: SURFACE MOTION
 PR0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0446+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2006
 PR0446
 PR0446  HISTORY     - Date     Condition        Report By
 PR0446  HISTORY     - 1949     MONUMENTED       CGS
 PR0446  HISTORY     - 20061210 GOOD             USPSQD
 PR0446
 PR0446                          STATION DESCRIPTION
 PR0446
 PR0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0446'1.4 MI S FROM CASTLEWOOD.
 PR0446'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0446'CASTLEWOOD, 0.15 MILE NORTH OF A JUNCTION WITH A ROAD LEADING
 PR0446'WEST, 168.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE
 PR0446'OVER THE BIG SIOUX RIVER, 110.0 FEET SOUTHWEST OF THE SOUTHWEST
 PR0446'CORNER OF A FARMHOUSE, 82.0 FEET EAST OF THE CENTER LINE OF THE
 PR0446'ROAD, 42.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE
 PR0446'LEADING TO THE FARMHOUSE, 1.7 FEET WEST OF A REFERENCE POST,
 PR0446'1.2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PR0446'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PR0446
 PR0446                          STATION RECOVERY (2006)
 PR0446
 PR0446'RECOVERY NOTE BY US POWER SQUADRON 2006 (DS)
 PR0446'RECOVERED AS DESCRIBED WITH THESE ADDITIONS. GRAVEL ROAD IS NOW PAVED
 PR0446'AND NAMED 459TH AVE. THE FARM HOUSE HAS BEEN REMOVED. DS,SPSPS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0291 ***********************************************************************
 PT0291  DESIGNATION -  V 331
 PT0291  PID         -  PT0291
 PT0291  STATE/COUNTY-  SD/STANLEY
 PT0291  COUNTRY     -  US
 PT0291  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0291
 PT0291                         *CURRENT SURVEY CONTROL
 PT0291  ______________________________________________________________________
 PT0291* NAD 83(1986) POSITION- 44 24 36.70   (N) 100 32 08.51   (W)   HD_HELD1
 PT0291* NAVD 88 ORTHO HEIGHT -   568.696 (meters)     1865.80  (feet) ADJUSTED
 PT0291  ______________________________________________________________________
 PT0291  GEOID HEIGHT    -        -23.156 (meters)                     GEOID18
 PT0291  DYNAMIC HEIGHT  -        568.575 (meters)     1865.40  (feet) COMP
 PT0291  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 PT0291
 PT0291  VERT ORDER      -  FIRST     CLASS II
 PT0291
 PT0291.The horizontal coordinates were determined by differentially corrected
 PT0291.hand held GPS observations or other comparable positioning techniques
 PT0291.and have an estimated accuracy of +/- 3 meters.
 PT0291
 PT0291.The orthometric height was determined by differential leveling and
 PT0291.adjusted by the NATIONAL GEODETIC SURVEY
 PT0291.in June 1991.
 PT0291
 PT0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0291.GEOID18 height accuracy estimate available here.
 PT0291
 PT0291.Click photographs - Photos may exist for this station.
 PT0291
 PT0291.The dynamic height is computed by dividing the NAVD 88
 PT0291.geopotential number by the normal gravity value computed on the
 PT0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0291.degrees latitude (g = 980.6199 gals.).
 PT0291
 PT0291.The modeled gravity was interpolated from observed gravity values.
 PT0291
 PT0291;                    North         East    Units  Estimated Accuracy
 PT0291;SPC SD S     -   230,752.1     583,881.4     MT  (+/- 3 meters HH1 GPS) 
 PT0291
 PT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7772718580(NAD 83)
 PT0291
 PT0291                          SUPERSEDED SURVEY CONTROL
 PT0291
 PT0291  NGVD 29 (??/??/92)  568.311  (m)         1864.53   (f) ADJ UNCH    1 2
 PT0291
 PT0291.Superseded values are not recommended for survey control.
 PT0291
 PT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0291.See file dsdata.pdf to determine how the superseded data were derived.
 PT0291
 PT0291_MARKER: DB = BENCH MARK DISK
 PT0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0291_STAMPING: V 331 1949
 PT0291_MARK LOGO: CGS
 PT0291_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0291+STABILITY: SURFACE MOTION
 PT0291
 PT0291  HISTORY     - Date     Condition        Report By
 PT0291  HISTORY     - 1949     MONUMENTED       CGS
 PT0291  HISTORY     - 1951     GOOD             CGS
 PT0291
 PT0291                          STATION DESCRIPTION
 PT0291
 PT0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0291'10 MI NW FROM FORT PIERRE.
 PT0291'9.1 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 14 FROM THE COUNTY
 PT0291'COURTHOUSE AT FORT PIERRE, THENCE 0.9 MILE NORTHWEST ALONG
 PT0291'MISSION RIDGE ROAD, ON THE SOUTH SLOPE OF A LONG HILL, IN LINE
 PT0291'WITH A T FENCE LEADING WEST, SET BETWEEN TWO WIRE GATES, 32 FEET
 PT0291'NORTH OF THE NORTH POST OF THE SOUTH GATE, 31 FEET WEST OF THE
 PT0291'CENTER LINE OF ROAD, 1.9 FEET SOUTH OF A REFERENCE POST, SET
 PT0291'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 PT0291'GROUND.
 PT0291
 PT0291                          STATION RECOVERY (1951)
 PT0291
 PT0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0390 ***********************************************************************
 QS0390  DESIGNATION -  V 332
 QS0390  PID         -  QS0390
 QS0390  STATE/COUNTY-  SD/CORSON
 QS0390  COUNTRY     -  US
 QS0390  USGS QUAD   -  MAHTO NE (2017)
 QS0390
 QS0390                         *CURRENT SURVEY CONTROL
 QS0390  ______________________________________________________________________
 QS0390* NAD 83(1986) POSITION- 45 56 03.     (N) 100 32 09.     (W)   SCALED
 QS0390* NAVD 88 ORTHO HEIGHT -   505.371 (meters)     1658.04  (feet) ADJUSTED
 QS0390  ______________________________________________________________________
 QS0390  GEOID HEIGHT    -        -21.561 (meters)                     GEOID18
 QS0390  DYNAMIC HEIGHT  -        505.345 (meters)     1657.95  (feet) COMP
 QS0390  MODELED GRAVITY -    980,547.9   (mgal)                       NAVD 88
 QS0390
 QS0390  VERT ORDER      -  FIRST     CLASS II
 QS0390
 QS0390.The horizontal coordinates were scaled from a map and have
 QS0390.an estimated accuracy of +/- 6 seconds.
 QS0390
 QS0390.The orthometric height was determined by differential leveling and
 QS0390.adjusted by the NATIONAL GEODETIC SURVEY
 QS0390.in June 1991.
 QS0390
 QS0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0390.GEOID18 height accuracy estimate available here.
 QS0390
 QS0390.Click photographs - Photos may exist for this station.
 QS0390
 QS0390.The dynamic height is computed by dividing the NAVD 88
 QS0390.geopotential number by the normal gravity value computed on the
 QS0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0390.degrees latitude (g = 980.6199 gals.).
 QS0390
 QS0390.The modeled gravity was interpolated from observed gravity values.
 QS0390
 QS0390;                    North         East    Units  Estimated Accuracy
 QS0390;SPC SD N     -   233,600.      558,440.      MT  (+/- 180 meters Scaled)
 QS0390
 QS0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR809878(NAD 83)
 QS0390
 QS0390                          SUPERSEDED SURVEY CONTROL
 QS0390
 QS0390  NGVD 29 (??/??/92)  504.987  (m)         1656.78   (f) ADJ UNCH    1 2
 QS0390
 QS0390.Superseded values are not recommended for survey control.
 QS0390
 QS0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0390.See file dsdata.pdf to determine how the superseded data were derived.
 QS0390
 QS0390_MARKER: DB = BENCH MARK DISK
 QS0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0390_STAMPING: V 332 1949
 QS0390_MARK LOGO: CGS
 QS0390_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0390+STABILITY: SURFACE MOTION
 QS0390
 QS0390  HISTORY     - Date     Condition        Report By
 QS0390  HISTORY     - 1949     MONUMENTED       CGS
 QS0390  HISTORY     - 1959     GOOD             CGS
 QS0390
 QS0390                          STATION DESCRIPTION
 QS0390
 QS0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0390'3.1 MI NW FROM KENEL.
 QS0390'2.6 MILES NORTHWEST ALONG A WINDING GRAVELED ROAD FROM THE
 QS0390'GOVERNMENT SCHOOL AT KENEL, THENCE 0.5 MILE WEST ALONG A DIRT
 QS0390'ROAD, ON THE EAST SIDE OF A DRAW, 49 FEET NORTH OF THE CENTER
 QS0390'LINE OF THE ROAD, IN A ROW OF TELEPHONE POLES, 74.8 FEET EAST OF
 QS0390'A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE
 QS0390'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 QS0390'NOTE-- THIS MARK IS 1.2 MILES EAST OF BENCH MARK U 332.  NOTE-- 1964
 QS0390'USGS REPORT-- THE TOWN OF KENEL HAS BEEN MOVED 5.0 MILES
 QS0390'SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0390
 QS0390                          STATION RECOVERY (1959)
 QS0390
 QS0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QS0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0454 ***********************************************************************
 OT0454  DESIGNATION -  V 333
 OT0454  PID         -  OT0454
 OT0454  STATE/COUNTY-  SD/FALL RIVER
 OT0454  COUNTRY     -  US
 OT0454  USGS QUAD   -  PROVO (2017)
 OT0454
 OT0454                         *CURRENT SURVEY CONTROL
 OT0454  ______________________________________________________________________
 OT0454* NAD 83(1986) POSITION- 43 12 40.     (N) 103 51 26.     (W)   SCALED
 OT0454* NAVD 88 ORTHO HEIGHT -  1113.687 (meters)     3653.82  (feet) POSTED
 OT0454  ______________________________________________________________________
 OT0454  GEOID HEIGHT    -        -15.181 (meters)                     GEOID18
 OT0454  DYNAMIC HEIGHT  -       1113.20  (meters)     3652.2   (feet) COMP
 OT0454  MODELED GRAVITY -    980,147.4   (mgal)                       NAVD 88
 OT0454
 OT0454  VERT ORDER      -  * POSTED, SEE BELOW
 OT0454
 OT0454.The horizontal coordinates were scaled from a map and have
 OT0454.an estimated accuracy of +/- 6 seconds.
 OT0454
 OT0454.The orthometric height was determined by differential leveling
 OT0454.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0454
 OT0454.* This is a POSTED BENCH MARK height.
 OT0454
 OT0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0454.GEOID18 height accuracy estimate available here.
 OT0454
 OT0454.Click photographs - Photos may exist for this station.
 OT0454
 OT0454.The dynamic height is computed by dividing the NAVD 88
 OT0454.geopotential number by the normal gravity value computed on the
 OT0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0454.degrees latitude (g = 980.6199 gals.).
 OT0454
 OT0454.The modeled gravity was interpolated from observed gravity values.
 OT0454
 OT0454;                    North         East    Units  Estimated Accuracy
 OT0454;SPC SD S     -   103,590.      313,750.      MT  (+/- 180 meters Scaled)
 OT0454
 OT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH928848(NAD 83)
 OT0454
 OT0454                          SUPERSEDED SURVEY CONTROL
 OT0454
 OT0454  NGVD 29 (??/??/92) 1113.132  (m)         3652.00   (f) ADJ UNCH    1 2
 OT0454
 OT0454.Superseded values are not recommended for survey control.
 OT0454
 OT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0454.See file dsdata.pdf to determine how the superseded data were derived.
 OT0454
 OT0454_MARKER: DB = BENCH MARK DISK
 OT0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0454_STAMPING: V 333 1957
 OT0454_MARK LOGO: CGS
 OT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0454+STABILITY: SURFACE MOTION
 OT0454
 OT0454  HISTORY     - Date     Condition        Report By
 OT0454  HISTORY     - 1957     MONUMENTED       CGS
 OT0454  HISTORY     - 1985     GOOD             NGS
 OT0454
 OT0454                          STATION DESCRIPTION
 OT0454
 OT0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0454'1.9 MI NW FROM PROVO.
 OT0454'ABOUT 1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0454'QUINCY RAILROAD FROM THE STATION AT PROVO, 6 1/2 POLES SOUTHEAST
 OT0454'OF MILEPOST 469, 96 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OT0454'139 FEET SOUTH-SOUTHEAST OF A LARGE LONE COTTONWOOD THAT IS
 OT0454'LOCATED IN A GULLY, 25 FEET SOUTHEAST OF A TELEPHONE POLE,
 OT0454'4 1/2 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET NORTHWEST
 OT0454'OF A CONCRETE WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE
 OT0454'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 OT0454
 OT0454                          STATION RECOVERY (1985)
 OT0454
 OT0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0012 ***********************************************************************
 OU0012  DESIGNATION -  V 334
 OU0012  PID         -  OU0012
 OU0012  STATE/COUNTY-  SD/CUSTER
 OU0012  COUNTRY     -  US
 OU0012  USGS QUAD   -  DEWEY (2017)
 OU0012
 OU0012                         *CURRENT SURVEY CONTROL
 OU0012  ______________________________________________________________________
 OU0012* NAD 83(1986) POSITION- 43 32 50.     (N) 104 02 57.     (W)   SCALED
 OU0012* NAVD 88 ORTHO HEIGHT -  1132.045 (meters)     3714.05  (feet) ADJUSTED
 OU0012  ______________________________________________________________________
 OU0012  GEOID HEIGHT    -        -14.542 (meters)                     GEOID18
 OU0012  DYNAMIC HEIGHT  -       1131.577 (meters)     3712.52  (feet) COMP
 OU0012  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 OU0012
 OU0012  VERT ORDER      -  FIRST     CLASS II
 OU0012
 OU0012.The horizontal coordinates were scaled from a map and have
 OU0012.an estimated accuracy of +/- 6 seconds.
 OU0012
 OU0012.The orthometric height was determined by differential leveling and
 OU0012.adjusted by the NATIONAL GEODETIC SURVEY
 OU0012.in June 1991.
 OU0012
 OU0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0012.GEOID18 height accuracy estimate available here.
 OU0012
 OU0012.Click photographs - Photos may exist for this station.
 OU0012
 OU0012.The dynamic height is computed by dividing the NAVD 88
 OU0012.geopotential number by the normal gravity value computed on the
 OU0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0012.degrees latitude (g = 980.6199 gals.).
 OU0012
 OU0012.The modeled gravity was interpolated from observed gravity values.
 OU0012
 OU0012;                    North         East    Units  Estimated Accuracy
 OU0012;SPC SD S     -   141,570.      299,840.      MT  (+/- 180 meters Scaled)
 OU0012
 OU0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ768220(NAD 83)
 OU0012
 OU0012                          SUPERSEDED SURVEY CONTROL
 OU0012
 OU0012  NGVD 29 (??/??/92) 1131.470  (m)         3712.16   (f) ADJ UNCH    1 2
 OU0012
 OU0012.Superseded values are not recommended for survey control.
 OU0012
 OU0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0012.See file dsdata.pdf to determine how the superseded data were derived.
 OU0012
 OU0012_MARKER: DB = BENCH MARK DISK
 OU0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0012_STAMPING: V 334 1957
 OU0012_MARK LOGO: CGS
 OU0012_PROJECTION: PROJECTING 18 CENTIMETERS
 OU0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0012+STABILITY: SURFACE MOTION
 OU0012
 OU0012  HISTORY     - Date     Condition        Report By
 OU0012  HISTORY     - 1957     MONUMENTED       CGS
 OU0012
 OU0012                          STATION DESCRIPTION
 OU0012
 OU0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0012'20.8 MI NW FROM EDGEMONT.
 OU0012'ABOUT 20.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0012'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 7,
 OU0012'T. 6 S., R. 1 E., ABOUT 0.7 MILE SOUTHEAST OF THE SOUTH
 OU0012'DAKOTA-WYOMING STATE LINE, 263 FEET NORTH OF MILEPOST 497, 96
 OU0012'FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET SOUTHWEST OF THE
 OU0012'CENTER LINE OF A TRACK ROAD, 2 1/2 FEET SOUTHEAST OF A T FENCE
 OU0012'LINE, 3 1/2 FEET NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHWEST
 OU0012'OF A CONCRETE WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 OU0012'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0443 ***********************************************************************
 OT0443  DESIGNATION -  V 335
 OT0443  PID         -  OT0443
 OT0443  STATE/COUNTY-  SD/FALL RIVER
 OT0443  COUNTRY     -  US
 OT0443  USGS QUAD   -  RUMFORD (2017)
 OT0443
 OT0443                         *CURRENT SURVEY CONTROL
 OT0443  ______________________________________________________________________
 OT0443* NAD 83(1986) POSITION- 43 08 41.     (N) 103 43 19.     (W)   SCALED
 OT0443* NAVD 88 ORTHO HEIGHT -  1077.157 (meters)     3533.97  (feet) ADJUSTED
 OT0443  ______________________________________________________________________
 OT0443  GEOID HEIGHT    -        -15.599 (meters)                     GEOID18
 OT0443  DYNAMIC HEIGHT  -       1076.686 (meters)     3532.43  (feet) COMP
 OT0443  MODELED GRAVITY -    980,145.9   (mgal)                       NAVD 88
 OT0443
 OT0443  VERT ORDER      -  FIRST     CLASS II
 OT0443
 OT0443.The horizontal coordinates were scaled from a map and have
 OT0443.an estimated accuracy of +/- 6 seconds.
 OT0443
 OT0443.The orthometric height was determined by differential leveling and
 OT0443.adjusted by the NATIONAL GEODETIC SURVEY
 OT0443.in June 1991.
 OT0443
 OT0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0443.GEOID18 height accuracy estimate available here.
 OT0443
 OT0443.Click photographs - Photos may exist for this station.
 OT0443
 OT0443.The dynamic height is computed by dividing the NAVD 88
 OT0443.geopotential number by the normal gravity value computed on the
 OT0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0443.degrees latitude (g = 980.6199 gals.).
 OT0443
 OT0443.The modeled gravity was interpolated from observed gravity values.
 OT0443
 OT0443;                    North         East    Units  Estimated Accuracy
 OT0443;SPC SD S     -    95,760.      324,430.      MT  (+/- 180 meters Scaled)
 OT0443
 OT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH039776(NAD 83)
 OT0443
 OT0443                          SUPERSEDED SURVEY CONTROL
 OT0443
 OT0443  NGVD 29 (??/??/92) 1076.562  (m)         3532.02   (f) ADJ UNCH    1 2
 OT0443
 OT0443.Superseded values are not recommended for survey control.
 OT0443
 OT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0443.See file dsdata.pdf to determine how the superseded data were derived.
 OT0443
 OT0443_MARKER: DB = BENCH MARK DISK
 OT0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0443_STAMPING: V 335 1957
 OT0443_MARK LOGO: CGS
 OT0443_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0443+STABILITY: SURFACE MOTION
 OT0443
 OT0443  HISTORY     - Date     Condition        Report By
 OT0443  HISTORY     - 1957     MONUMENTED       CGS
 OT0443  HISTORY     - 1985     GOOD             NGS
 OT0443
 OT0443                          STATION DESCRIPTION
 OT0443
 OT0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0443'6.7 MI SE FROM PROVO.
 OT0443'ABOUT 6.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0443'QUINCY RAILROAD FROM THE STATION AT PROVO, 0.25 MILE NORTHWEST
 OT0443'OF MILE POST 460, 100 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OT0443'IN LINE WITH A ROW OF POLES WHICH CROSS THE TRACK, 39 FEET
 OT0443'NORTH-NORTHWEST OF A POWER POLE WITH A THREE GUY WIRES, 3 FEET
 OT0443'SOUTHWEST OF FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN
 OT0443'WITNESS POST, ABOUT LEVEL WITH THE RAILS AND IN THE TOP OF A
 OT0443'CONCRETE POST PROJECTING 6 INCHES.
 OT0443
 OT0443                          STATION RECOVERY (1985)
 OT0443
 OT0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0443'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0443'MI) NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF COUNTY ROADS
 OT0443'6412 WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI) NORTHWEST
 OT0443'ALONG STATE HIGHWAY 471, THENCE 2.4 KM (1.5 MI) NORTHWEST ALONG A
 OT0443'RAILROAD UTILITY ROAD ON THE NORTHEAST SIDE OF THE BURLINGTON
 OT0443'NORTHERN RAILROAD, 30.5 METERS (100 FT) SOUTHWEST OF THE SOUTHWEST
 OT0443'RAIL, 11.9 METERS (39 FT) NORTH-NORTHWEST OF A TRIPLE GUYED POWER
 OT0443'POLE, 0.9 METER (3 FT) SOUTHWEST OF A FENCE AND 0.6 METER (2 FT)
 OT0443'NORTHWEST OF A WITNESS POST.
 OT0443'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 OT0443'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0245 ***********************************************************************
 OR0245  DESIGNATION -  V 336
 OR0245  PID         -  OR0245
 OR0245  STATE/COUNTY-  SD/CHARLES MIX
 OR0245  COUNTRY     -  US
 OR0245  USGS QUAD   -  LAKE ANDES (2017)
 OR0245
 OR0245                         *CURRENT SURVEY CONTROL
 OR0245  ______________________________________________________________________
 OR0245* NAD 83(1986) POSITION- 43 09 06.     (N) 098 31 45.     (W)   SCALED
 OR0245* NAVD 88 ORTHO HEIGHT -   441.470 (meters)     1448.39  (feet) ADJUSTED
 OR0245  ______________________________________________________________________
 OR0245  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 OR0245  DYNAMIC HEIGHT  -        441.326 (meters)     1447.92  (feet) COMP
 OR0245  MODELED GRAVITY -    980,279.7   (mgal)                       NAVD 88
 OR0245
 OR0245  VERT ORDER      -  FIRST     CLASS II
 OR0245
 OR0245.The horizontal coordinates were scaled from a map and have
 OR0245.an estimated accuracy of +/- 6 seconds.
 OR0245
 OR0245.The orthometric height was determined by differential leveling and
 OR0245.adjusted by the NATIONAL GEODETIC SURVEY
 OR0245.in June 1991.
 OR0245
 OR0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0245.GEOID18 height accuracy estimate available here.
 OR0245
 OR0245.Click photographs - Photos may exist for this station.
 OR0245
 OR0245.The dynamic height is computed by dividing the NAVD 88
 OR0245.geopotential number by the normal gravity value computed on the
 OR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0245.degrees latitude (g = 980.6199 gals.).
 OR0245
 OR0245.The modeled gravity was interpolated from observed gravity values.
 OR0245
 OR0245;                    North         East    Units  Estimated Accuracy
 OR0245;SPC SD S     -    92,500.      746,730.      MT  (+/- 180 meters Scaled)
 OR0245
 OR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN382777(NAD 83)
 OR0245
 OR0245                          SUPERSEDED SURVEY CONTROL
 OR0245
 OR0245  NGVD 29 (??/??/92)  441.161  (m)         1447.38   (f) ADJ UNCH    1 2
 OR0245
 OR0245.Superseded values are not recommended for survey control.
 OR0245
 OR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0245.See file dsdata.pdf to determine how the superseded data were derived.
 OR0245
 OR0245_MARKER: DB = BENCH MARK DISK
 OR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0245_STAMPING: V 336 1949
 OR0245_MARK LOGO: CGS
 OR0245_PROJECTION: PROJECTING 9 CENTIMETERS
 OR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0245+STABILITY: SURFACE MOTION
 OR0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0245+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 OR0245
 OR0245  HISTORY     - Date     Condition        Report By
 OR0245  HISTORY     - 1949     MONUMENTED       CGS
 OR0245  HISTORY     - 20121212 GOOD             INDIV
 OR0245
 OR0245                          STATION DESCRIPTION
 OR0245
 OR0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0245'AT LAKE ANDES.
 OR0245'AT LAKE ANDES, 0.8 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OR0245'PAUL AND PACIFIC RAILROAD FROM THE RAILROAD STATION, IN THE
 OR0245'NORTHWEST QUARTER OF A ROAD CROSSING, 144.3 FEET NORTH OF BENCH
 OR0245'MARK M 142 RESET 1941, 98.3 FEET NORTH OF THE NORTH RAIL OF THE
 OR0245'TRACK, 46.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 OR0245'NORTH, 20.2 FEET WEST OF A POWER LINE POLE AT A FENCE CORNER,
 OR0245'1.0 FOOT SOUTH OF A FENCE, 1.1 FEET EAST OF A REFERENCE POST,
 OR0245'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 OR0245'THE GROUND.
 OR0245
 OR0245                          STATION RECOVERY (2012)
 OR0245
 OR0245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0082 ***********************************************************************
 NN0082  DESIGNATION -  V 337
 NN0082  PID         -  NN0082
 NN0082  STATE/COUNTY-  SD/BON HOMME
 NN0082  COUNTRY     -  US
 NN0082  USGS QUAD   -  NIOBRARA (2017)
 NN0082
 NN0082                         *CURRENT SURVEY CONTROL
 NN0082  ______________________________________________________________________
 NN0082* NAD 83(1986) POSITION- 42 49 20.     (N) 098 01 48.     (W)   SCALED
 NN0082* NAVD 88 ORTHO HEIGHT -   449.589 (meters)     1475.03  (feet) ADJUSTED
 NN0082  ______________________________________________________________________
 NN0082  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 NN0082  DYNAMIC HEIGHT  -        449.439 (meters)     1474.53  (feet) COMP
 NN0082  MODELED GRAVITY -    980,272.4   (mgal)                       NAVD 88
 NN0082
 NN0082  VERT ORDER      -  SECOND    CLASS 0
 NN0082
 NN0082.The horizontal coordinates were scaled from a map and have
 NN0082.an estimated accuracy of +/- 6 seconds.
 NN0082
 NN0082.The orthometric height was determined by differential leveling and
 NN0082.adjusted by the NATIONAL GEODETIC SURVEY
 NN0082.in June 1991.
 NN0082
 NN0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0082.GEOID18 height accuracy estimate available here.
 NN0082
 NN0082.Click photographs - Photos may exist for this station.
 NN0082
 NN0082.The dynamic height is computed by dividing the NAVD 88
 NN0082.geopotential number by the normal gravity value computed on the
 NN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0082.degrees latitude (g = 980.6199 gals.).
 NN0082
 NN0082.The modeled gravity was interpolated from observed gravity values.
 NN0082
 NN0082;                    North         East    Units  Estimated Accuracy
 NN0082;SPC SD S     -    56,920.      788,330.      MT  (+/- 180 meters Scaled)
 NN0082
 NN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN792415(NAD 83)
 NN0082
 NN0082                          SUPERSEDED SURVEY CONTROL
 NN0082
 NN0082  NGVD 29 (??/??/92)  449.358  (m)         1474.27   (f) ADJ UNCH    2 0
 NN0082
 NN0082.Superseded values are not recommended for survey control.
 NN0082
 NN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0082.See file dsdata.pdf to determine how the superseded data were derived.
 NN0082
 NN0082_MARKER: DB = BENCH MARK DISK
 NN0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NN0082_SP_SET: BRIDGE ABUTMENT
 NN0082_STAMPING: V 337 1949
 NN0082_MARK LOGO: CGS
 NN0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0082
 NN0082  HISTORY     - Date     Condition        Report By
 NN0082  HISTORY     - 1949     MONUMENTED       CGS
 NN0082
 NN0082                          STATION DESCRIPTION
 NN0082
 NN0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0082'5.7 MI NW FROM RUNNING WATER.
 NN0082'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0082'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0082'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE WEST
 NN0082'ALONG A GRAVEL ROAD, IN THE SOUTH END OF THE WEST ABUTMENT OF A
 NN0082'STEEL BRIDGE, 112.0 FEET EAST OF THE CENTER LINE OF A PRIVATE
 NN0082'ROAD LEADING SOUTH, 10.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NN0082'3.0 FEET NORTHEAST OF THE TOP OF THE SOUTHWEST END OF THE WINGWALL,
 NN0082'0.9 FOOT NORTHWEST OF THE SOUTHEAST FACE OF THE WINGWALL, LEVEL
 NN0082'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0185 ***********************************************************************
 OR0185  DESIGNATION -  V 338
 OR0185  PID         -  OR0185
 OR0185  STATE/COUNTY-  SD/GREGORY
 OR0185  COUNTRY     -  US
 OR0185  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0185
 OR0185                         *CURRENT SURVEY CONTROL
 OR0185  ______________________________________________________________________
 OR0185* NAD 83(1986) POSITION- 43 11 30.     (N) 098 55 36.     (W)   SCALED
 OR0185* NAVD 88 ORTHO HEIGHT -   419.839 (meters)     1377.42  (feet) ADJUSTED
 OR0185  ______________________________________________________________________
 OR0185  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 OR0185  DYNAMIC HEIGHT  -        419.697 (meters)     1376.96  (feet) COMP
 OR0185  MODELED GRAVITY -    980,271.1   (mgal)                       NAVD 88
 OR0185
 OR0185  VERT ORDER      -  FIRST     CLASS II
 OR0185
 OR0185.The horizontal coordinates were scaled from a map and have
 OR0185.an estimated accuracy of +/- 6 seconds.
 OR0185
 OR0185.The orthometric height was determined by differential leveling and
 OR0185.adjusted by the NATIONAL GEODETIC SURVEY
 OR0185.in June 1991.
 OR0185
 OR0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0185.GEOID18 height accuracy estimate available here.
 OR0185
 OR0185.Click photographs - Photos may exist for this station.
 OR0185
 OR0185.The dynamic height is computed by dividing the NAVD 88
 OR0185.geopotential number by the normal gravity value computed on the
 OR0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0185.degrees latitude (g = 980.6199 gals.).
 OR0185
 OR0185.The modeled gravity was interpolated from observed gravity values.
 OR0185
 OR0185;                    North         East    Units  Estimated Accuracy
 OR0185;SPC SD S     -    96,320.      714,330.      MT  (+/- 180 meters Scaled)
 OR0185
 OR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN059821(NAD 83)
 OR0185
 OR0185                          SUPERSEDED SURVEY CONTROL
 OR0185
 OR0185  NGVD 29 (??/??/92)  419.514  (m)         1376.36   (f) ADJ UNCH    1 2
 OR0185
 OR0185.Superseded values are not recommended for survey control.
 OR0185
 OR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0185.See file dsdata.pdf to determine how the superseded data were derived.
 OR0185
 OR0185_MARKER: DB = BENCH MARK DISK
 OR0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0185_STAMPING: V 338 1949
 OR0185_MARK LOGO: CGS
 OR0185_PROJECTION: FLUSH
 OR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0185+STABILITY: SURFACE MOTION
 OR0185
 OR0185  HISTORY     - Date     Condition        Report By
 OR0185  HISTORY     - 1949     MONUMENTED       CGS
 OR0185  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0185
 OR0185                          STATION DESCRIPTION
 OR0185
 OR0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0185'14 MI N FROM BONESTEEL.
 OR0185'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0185'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18,
 OR0185'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES
 OR0185'EASTERLY ALONG A GRAVEL ROAD, THENCE 6.0 MILES NORTHEAST ALONG
 OR0185'A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD,
 OR0185'THENCE 2.2 MILES WESTERLY ALONG A DIRT ROAD, ON THE EAST SLOPE
 OR0185'OF A HILL, ABOUT 300.0 FEET EAST OF THE SUMMIT OF THE HILL,
 OR0185'28.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19.0 FEET
 OR0185'WEST OF THE CENTER LINE OF A GATE, 1.9 FEET NORTHWEST OF A
 OR0185'3-WAY CORNER FENCE POST, 1.2 FEET NORTH OF A FENCE LINE, 1.8
 OR0185'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 OR0185'POST AND LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK IS
 OR0185'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM BENCH MARK W 338 1949.
 OR0185
 OR0185                          STATION RECOVERY (2013)
 OR0185
 OR0185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0673 ***********************************************************************
 OR0673  DESIGNATION -  V 340
 OR0673  PID         -  OR0673
 OR0673  STATE/COUNTY-  SD/GREGORY
 OR0673  COUNTRY     -  US
 OR0673  USGS QUAD   -  LUCAS SE (2017)
 OR0673
 OR0673                         *CURRENT SURVEY CONTROL
 OR0673  ______________________________________________________________________
 OR0673* NAD 83(1986) POSITION- 43 15 31.     (N) 099 02 13.     (W)   SCALED
 OR0673* NAVD 88 ORTHO HEIGHT -   615.828 (meters)     2020.43  (feet) ADJUSTED
 OR0673  ______________________________________________________________________
 OR0673  GEOID HEIGHT    -        -26.178 (meters)                     GEOID18
 OR0673  DYNAMIC HEIGHT  -        615.622 (meters)     2019.75  (feet) COMP
 OR0673  MODELED GRAVITY -    980,265.1   (mgal)                       NAVD 88
 OR0673
 OR0673  VERT ORDER      -  FIRST     CLASS II
 OR0673
 OR0673.The horizontal coordinates were scaled from a map and have
 OR0673.an estimated accuracy of +/- 6 seconds.
 OR0673
 OR0673.The orthometric height was determined by differential leveling and
 OR0673.adjusted by the NATIONAL GEODETIC SURVEY
 OR0673.in June 1991.
 OR0673
 OR0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0673.GEOID18 height accuracy estimate available here.
 OR0673
 OR0673.Click photographs - Photos may exist for this station.
 OR0673
 OR0673.The dynamic height is computed by dividing the NAVD 88
 OR0673.geopotential number by the normal gravity value computed on the
 OR0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0673.degrees latitude (g = 980.6199 gals.).
 OR0673
 OR0673.The modeled gravity was interpolated from observed gravity values.
 OR0673
 OR0673;                    North         East    Units  Estimated Accuracy
 OR0673;SPC SD S     -   103,610.      705,250.      MT  (+/- 180 meters Scaled)
 OR0673
 OR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN970895(NAD 83)
 OR0673
 OR0673                          SUPERSEDED SURVEY CONTROL
 OR0673
 OR0673  NGVD 29 (??/??/92)  615.498  (m)         2019.35   (f) ADJ UNCH    1 2
 OR0673
 OR0673.Superseded values are not recommended for survey control.
 OR0673
 OR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0673.See file dsdata.pdf to determine how the superseded data were derived.
 OR0673
 OR0673_MARKER: DB = BENCH MARK DISK
 OR0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0673_STAMPING: V 340 1949
 OR0673_MARK LOGO: CGS
 OR0673_PROJECTION: FLUSH
 OR0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0673+STABILITY: SURFACE MOTION
 OR0673
 OR0673  HISTORY     - Date     Condition        Report By
 OR0673  HISTORY     - 1949     MONUMENTED       CGS
 OR0673  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0673
 OR0673                          STATION DESCRIPTION
 OR0673
 OR0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0673'16.6 MI NW FROM BONESTEEL.
 OR0673'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0673'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0673'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0673'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0673'MILES NORTH ALONG A DIRT ROAD, THENCE 5.95 MILES NORTHWEST ALONG
 OR0673'A DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTH
 OR0673'AND EAST, ON THE TOP OF A KNOLL, ABOUT 0.15 MILE SOUTHWEST BY
 OR0673'ROAD FROM A GATE IN AN EAST-WEST FENCE, 160 FEET NORTHWEST OF THE
 OR0673'CENTER LINE OF THE ROAD, 1.7 FEET NORTHEAST OF A REFERENCE POST,
 OR0673'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0673
 OR0673                          STATION RECOVERY (2013)
 OR0673
 OR0673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0673'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0451 ***********************************************************************
 PR0451  DESIGNATION -  V 341
 PR0451  PID         -  PR0451
 PR0451  STATE/COUNTY-  SD/HAMLIN
 PR0451  COUNTRY     -  US
 PR0451  USGS QUAD   -  CASTLEWOOD (2017)
 PR0451
 PR0451                         *CURRENT SURVEY CONTROL
 PR0451  ______________________________________________________________________
 PR0451* NAD 83(1986) POSITION- 44 44 47.     (N) 097 01 37.     (W)   SCALED
 PR0451* NAVD 88 ORTHO HEIGHT -   524.422 (meters)     1720.54  (feet) ADJUSTED
 PR0451  ______________________________________________________________________
 PR0451  GEOID HEIGHT    -        -25.003 (meters)                     GEOID18
 PR0451  DYNAMIC HEIGHT  -        524.343 (meters)     1720.28  (feet) COMP
 PR0451  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 PR0451
 PR0451  VERT ORDER      -  SECOND    CLASS 0
 PR0451
 PR0451.The horizontal coordinates were scaled from a map and have
 PR0451.an estimated accuracy of +/- 6 seconds.
 PR0451
 PR0451.The orthometric height was determined by differential leveling and
 PR0451.adjusted by the NATIONAL GEODETIC SURVEY
 PR0451.in June 1991.
 PR0451
 PR0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0451.GEOID18 height accuracy estimate available here.
 PR0451
 PR0451.Click photographs - Photos may exist for this station.
 PR0451
 PR0451.The dynamic height is computed by dividing the NAVD 88
 PR0451.geopotential number by the normal gravity value computed on the
 PR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0451.degrees latitude (g = 980.6199 gals.).
 PR0451
 PR0451.The modeled gravity was interpolated from observed gravity values.
 PR0451
 PR0451;                    North         East    Units  Estimated Accuracy
 PR0451;SPC SD N     -   105,780.      835,380.      MT  (+/- 180 meters Scaled)
 PR0451
 PR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ561566(NAD 83)
 PR0451
 PR0451                          SUPERSEDED SURVEY CONTROL
 PR0451
 PR0451  NGVD 29 (??/??/92)  524.130  (m)         1719.58   (f) ADJ UNCH    2 0
 PR0451
 PR0451.Superseded values are not recommended for survey control.
 PR0451
 PR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0451.See file dsdata.pdf to determine how the superseded data were derived.
 PR0451
 PR0451_MARKER: DB = BENCH MARK DISK
 PR0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0451_STAMPING: V 341 1949
 PR0451_MARK LOGO: CGS
 PR0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0451+STABILITY: SURFACE MOTION
 PR0451
 PR0451  HISTORY     - Date     Condition        Report By
 PR0451  HISTORY     - 1949     MONUMENTED       CGS
 PR0451
 PR0451                          STATION DESCRIPTION
 PR0451
 PR0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0451'1.4 MI N FROM CASTLEWOOD.
 PR0451'1.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0451'CASTLEWOOD, AT A ROAD INTERSECTION, 150.0 FEET WEST OF THE
 PR0451'CENTER LINE OF A NORTH-SOUTH ROAD, 34.0 FEET NORTH OF THE CENTER
 PR0451'LINE OF AN EAST-WEST ROAD, 3.9 FEET EAST OF A POWER POLE,
 PR0451'1.7 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 PR0451'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1085 ***********************************************************************
 NM1085  DESIGNATION -  V 342
 NM1085  PID         -  NM1085
 NM1085  STATE/COUNTY-  SD/YANKTON
 NM1085  COUNTRY     -  US
 NM1085  USGS QUAD   -  MISSION HILL (2017)
 NM1085
 NM1085                         *CURRENT SURVEY CONTROL
 NM1085  ______________________________________________________________________
 NM1085* NAD 83(1986) POSITION- 42 52 48.     (N) 097 16 47.     (W)   SCALED
 NM1085* NAVD 88 ORTHO HEIGHT -   358.011 (meters)     1174.57  (feet) ADJUSTED
 NM1085  ______________________________________________________________________
 NM1085  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM1085  DYNAMIC HEIGHT  -        357.909 (meters)     1174.24  (feet) COMP
 NM1085  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM1085
 NM1085  VERT ORDER      -  SECOND    CLASS 0
 NM1085
 NM1085.The horizontal coordinates were scaled from a map and have
 NM1085.an estimated accuracy of +/- 6 seconds.
 NM1085
 NM1085.The orthometric height was determined by differential leveling and
 NM1085.adjusted by the NATIONAL GEODETIC SURVEY
 NM1085.in June 1991.
 NM1085
 NM1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1085.GEOID18 height accuracy estimate available here.
 NM1085
 NM1085.Click photographs - Photos may exist for this station.
 NM1085
 NM1085.The dynamic height is computed by dividing the NAVD 88
 NM1085.geopotential number by the normal gravity value computed on the
 NM1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1085.degrees latitude (g = 980.6199 gals.).
 NM1085
 NM1085.The modeled gravity was interpolated from observed gravity values.
 NM1085
 NM1085;                    North         East    Units  Estimated Accuracy
 NM1085;SPC SD S     -    65,320.      849,420.      MT  (+/- 180 meters Scaled)
 NM1085
 NM1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN404489(NAD 83)
 NM1085
 NM1085                          SUPERSEDED SURVEY CONTROL
 NM1085
 NM1085  NGVD 29 (??/??/92)  357.813  (m)         1173.92   (f) ADJ UNCH    2 0
 NM1085
 NM1085.Superseded values are not recommended for survey control.
 NM1085
 NM1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1085.See file dsdata.pdf to determine how the superseded data were derived.
 NM1085
 NM1085_MARKER: DB = BENCH MARK DISK
 NM1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1085_SP_SET: BRIDGE ABUTMENT
 NM1085_STAMPING: V 342 1949
 NM1085_MARK LOGO: CGS
 NM1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1085
 NM1085  HISTORY     - Date     Condition        Report By
 NM1085  HISTORY     - 1949     MONUMENTED       CGS
 NM1085  HISTORY     - 19930921 MARK NOT FOUND   NGS
 NM1085
 NM1085                          STATION DESCRIPTION
 NM1085
 NM1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1085'5.8 MI E FROM YANKTON.
 NM1085'5.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1085'YANKTON, IN THE NORTH END OF THE WEST ABUTMENT OF THE JAMES
 NM1085'RIVER BRIDGE, 17.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NM1085'AND ABOUT LEVEL WITH THE HIGHWAY.
 NM1085
 NM1085                          STATION RECOVERY (1993)
 NM1085
 NM1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1085'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1032 ***********************************************************************
 NM1032  DESIGNATION -  V 343
 NM1032  PID         -  NM1032
 NM1032  STATE/COUNTY-  SD/CLAY
 NM1032  COUNTRY     -  US
 NM1032  USGS QUAD   -  MECKLING (2017)
 NM1032
 NM1032                         *CURRENT SURVEY CONTROL
 NM1032  ______________________________________________________________________
 NM1032* NAD 83(1986) POSITION- 42 51 06.     (N) 097 07 17.     (W)   SCALED
 NM1032* NAVD 88 ORTHO HEIGHT -   352.489 (meters)     1156.46  (feet) ADJUSTED
 NM1032  ______________________________________________________________________
 NM1032  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM1032  DYNAMIC HEIGHT  -        352.388 (meters)     1156.13  (feet) COMP
 NM1032  MODELED GRAVITY -    980,323.6   (mgal)                       NAVD 88
 NM1032
 NM1032  VERT ORDER      -  SECOND    CLASS 0
 NM1032
 NM1032.The horizontal coordinates were scaled from a map and have
 NM1032.an estimated accuracy of +/- 6 seconds.
 NM1032
 NM1032.The orthometric height was determined by differential leveling and
 NM1032.adjusted by the NATIONAL GEODETIC SURVEY
 NM1032.in June 1991.
 NM1032
 NM1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1032.GEOID18 height accuracy estimate available here.
 NM1032
 NM1032.Click photographs - Photos may exist for this station.
 NM1032
 NM1032.The dynamic height is computed by dividing the NAVD 88
 NM1032.geopotential number by the normal gravity value computed on the
 NM1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1032.degrees latitude (g = 980.6199 gals.).
 NM1032
 NM1032.The modeled gravity was interpolated from observed gravity values.
 NM1032
 NM1032;                    North         East    Units  Estimated Accuracy
 NM1032;SPC SD S     -    62,660.      862,470.      MT  (+/- 180 meters Scaled)
 NM1032
 NM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN534460(NAD 83)
 NM1032
 NM1032                          SUPERSEDED SURVEY CONTROL
 NM1032
 NM1032  NGVD 29 (??/??/92)  352.278  (m)         1155.77   (f) ADJ UNCH    2 0
 NM1032
 NM1032.Superseded values are not recommended for survey control.
 NM1032
 NM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1032.See file dsdata.pdf to determine how the superseded data were derived.
 NM1032
 NM1032_MARKER: DB = BENCH MARK DISK
 NM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1032_STAMPING: V 343 1949
 NM1032_MARK LOGO: CGS
 NM1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1032+STABILITY: SURFACE MOTION
 NM1032
 NM1032  HISTORY     - Date     Condition        Report By
 NM1032  HISTORY     - 1949     MONUMENTED       CGS
 NM1032
 NM1032                          STATION DESCRIPTION
 NM1032
 NM1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1032'3.2 MI NW FROM MECKLING.
 NM1032'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1032'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 NM1032'MECKLING, THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE
 NM1032'0.5 MILE NORTH ALONG A GRVELED ROAD, 99 FEET EAST OF THE CENTER
 NM1032'LINE OF THE NORTH AND SOUTH ROAD, 30 FEET SOUTH OF THE CENTER
 NM1032'LINE OF AN EAST AND WEST ROAD, 6.0 FEET WEST OF THE MOST NORTHERLY
 NM1032'OF TWO POWER POLES, 1.2 FEET SOUTH OF THE RIGHT OF WAY FENCE,
 NM1032'2.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A 5.5 FOOT
 NM1032'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0344 ***********************************************************************
 PR0344  DESIGNATION -  V 344
 PR0344  PID         -  PR0344
 PR0344  STATE/COUNTY-  SD/DEUEL
 PR0344  COUNTRY     -  US
 PR0344  USGS QUAD   -  TORONTO (2017)
 PR0344
 PR0344                         *CURRENT SURVEY CONTROL
 PR0344  ______________________________________________________________________
 PR0344* NAD 83(1986) POSITION- 44 34 22.     (N) 096 44 36.     (W)   SCALED
 PR0344* NAVD 88 ORTHO HEIGHT -   564.372 (meters)     1851.61  (feet) ADJUSTED
 PR0344  ______________________________________________________________________
 PR0344  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 PR0344  DYNAMIC HEIGHT  -        564.279 (meters)     1851.31  (feet) COMP
 PR0344  MODELED GRAVITY -    980,434.4   (mgal)                       NAVD 88
 PR0344
 PR0344  VERT ORDER      -  SECOND    CLASS 0
 PR0344
 PR0344.The horizontal coordinates were scaled from a map and have
 PR0344.an estimated accuracy of +/- 6 seconds.
 PR0344
 PR0344.The orthometric height was determined by differential leveling and
 PR0344.adjusted by the NATIONAL GEODETIC SURVEY
 PR0344.in June 1991.
 PR0344
 PR0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0344.GEOID18 height accuracy estimate available here.
 PR0344
 PR0344.Click photographs - Photos may exist for this station.
 PR0344
 PR0344.The dynamic height is computed by dividing the NAVD 88
 PR0344.geopotential number by the normal gravity value computed on the
 PR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0344.degrees latitude (g = 980.6199 gals.).
 PR0344
 PR0344.The modeled gravity was interpolated from observed gravity values.
 PR0344
 PR0344;                    North         East    Units  Estimated Accuracy
 PR0344;SPC SD N     -    87,370.      858,600.      MT  (+/- 180 meters Scaled)
 PR0344
 PR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ791379(NAD 83)
 PR0344
 PR0344                          SUPERSEDED SURVEY CONTROL
 PR0344
 PR0344  NGVD 29 (??/??/92)  564.099  (m)         1850.71   (f) ADJ UNCH    2 0
 PR0344
 PR0344.Superseded values are not recommended for survey control.
 PR0344
 PR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0344.See file dsdata.pdf to determine how the superseded data were derived.
 PR0344
 PR0344_MARKER: DB = BENCH MARK DISK
 PR0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0344_STAMPING: V 344 1949
 PR0344_MARK LOGO: CGS
 PR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0344+STABILITY: SURFACE MOTION
 PR0344
 PR0344  HISTORY     - Date     Condition        Report By
 PR0344  HISTORY     - 1949     MONUMENTED       CGS
 PR0344
 PR0344                          STATION DESCRIPTION
 PR0344
 PR0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0344'4.8 MI W FROM TORONTO.
 PR0344'2.1 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO, ROCK
 PR0344'ISLAND AND PACIFIC RAILROAD STATION AT TORONTO, THENCE 2.75 MILES
 PR0344'WEST ALONG U.S. HIGHWAY 77, 0.5 MILE EAST OF A SCHOOLHOUSE,
 PR0344'55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14.0 FEET SOUTH
 PR0344'OF THE EAST END OF A 12-INCH CONCRETE TUBE CULVERT UNDER A PRIVATE
 PR0344'DRIVE, 13 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 PR0344'SOUTH TO A FARMHOUSE OCCUPIED BY ROBERT DUFF AND OWNED BY MRS.
 PR0344'ANNA BLECKER HENERY, 3.3 FEET SOUTH OF A FENCE CORNER POST, 1.0
 PR0344'FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST, AND SET
 PR0344'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0432 ***********************************************************************
 PS0432  DESIGNATION -  V 349
 PS0432  PID         -  PS0432
 PS0432  STATE/COUNTY-  SD/HUGHES
 PS0432  COUNTRY     -  US
 PS0432  USGS QUAD   -  JOE CREEK NW (2017)
 PS0432
 PS0432                         *CURRENT SURVEY CONTROL
 PS0432  ______________________________________________________________________
 PS0432* NAD 83(1986) POSITION- 44 14 42.     (N) 099 53 08.     (W)   SCALED
 PS0432* NAVD 88 ORTHO HEIGHT -   431.711 (meters)     1416.37  (feet) ADJUSTED
 PS0432  ______________________________________________________________________
 PS0432  GEOID HEIGHT    -        -23.983 (meters)                     GEOID18
 PS0432  DYNAMIC HEIGHT  -        431.623 (meters)     1416.08  (feet) COMP
 PS0432  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 PS0432
 PS0432  VERT ORDER      -  FIRST     CLASS II
 PS0432
 PS0432.The horizontal coordinates were scaled from a map and have
 PS0432.an estimated accuracy of +/- 6 seconds.
 PS0432
 PS0432.The orthometric height was determined by differential leveling and
 PS0432.adjusted by the NATIONAL GEODETIC SURVEY
 PS0432.in June 1991.
 PS0432
 PS0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0432.GEOID18 height accuracy estimate available here.
 PS0432
 PS0432.Click photographs - Photos may exist for this station.
 PS0432
 PS0432.The dynamic height is computed by dividing the NAVD 88
 PS0432.geopotential number by the normal gravity value computed on the
 PS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0432.degrees latitude (g = 980.6199 gals.).
 PS0432
 PS0432.The modeled gravity was interpolated from observed gravity values.
 PS0432
 PS0432;                    North         East    Units  Estimated Accuracy
 PS0432;SPC SD S     -   212,470.      635,770.      MT  (+/- 180 meters Scaled)
 PS0432
 PS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP292994(NAD 83)
 PS0432
 PS0432                          SUPERSEDED SURVEY CONTROL
 PS0432
 PS0432  NGVD 29 (??/??/92)  431.378  (m)         1415.28   (f) ADJ UNCH    1 2
 PS0432
 PS0432.Superseded values are not recommended for survey control.
 PS0432
 PS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0432.See file dsdata.pdf to determine how the superseded data were derived.
 PS0432
 PS0432_MARKER: DB = BENCH MARK DISK
 PS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0432_STAMPING: V 349 1949
 PS0432_MARK LOGO: CGS
 PS0432_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0432+STABILITY: SURFACE MOTION
 PS0432
 PS0432  HISTORY     - Date     Condition        Report By
 PS0432  HISTORY     - 1949     MONUMENTED       CGS
 PS0432  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0432
 PS0432                          STATION DESCRIPTION
 PS0432
 PS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0432'3.4 MI SE FROM DE GREY.
 PS0432'0.35 MILE EAST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0432'AT DE GREY, THENCE 3.0 MILES SOUTHEAST ALONG A DIRT ROAD, ON
 PS0432'TOP OF A HILL ON THE INSIDE OF A CURVE WITH TANGENTS LEADING
 PS0432'NORTH AND EAST, 113 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PS0432'STEEL BRIDGE, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PS0432'1.7 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 PS0432'CONCRETE POST 5 FEET IN DEPTH AND PROJECTING 0.3 FOOT ABOVE THE
 PS0432'GROUND.
 PS0432
 PS0432                          STATION RECOVERY (1973)
 PS0432
 PS0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0641 ***********************************************************************
 PU0641  DESIGNATION -  V 355
 PU0641  PID         -  PU0641
 PU0641  STATE/COUNTY-  SD/PENNINGTON
 PU0641  COUNTRY     -  US
 PU0641  USGS QUAD   -  OWANKA NW (2017)
 PU0641
 PU0641                         *CURRENT SURVEY CONTROL
 PU0641  ______________________________________________________________________
 PU0641* NAD 83(1986) POSITION- 44 08 09.     (N) 102 37 42.     (W)   SCALED
 PU0641* NAVD 88 ORTHO HEIGHT -   917.270 (meters)     3009.41  (feet) ADJUSTED
 PU0641  ______________________________________________________________________
 PU0641  GEOID HEIGHT    -        -18.064 (meters)                     GEOID18
 PU0641  DYNAMIC HEIGHT  -        916.988 (meters)     3008.48  (feet) COMP
 PU0641  MODELED GRAVITY -    980,280.1   (mgal)                       NAVD 88
 PU0641
 PU0641  VERT ORDER      -  SECOND    CLASS 0
 PU0641
 PU0641.The horizontal coordinates were scaled from a map and have
 PU0641.an estimated accuracy of +/- 6 seconds.
 PU0641
 PU0641.The orthometric height was determined by differential leveling and
 PU0641.adjusted by the NATIONAL GEODETIC SURVEY
 PU0641.in June 1991.
 PU0641
 PU0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0641.GEOID18 height accuracy estimate available here.
 PU0641
 PU0641.Click photographs - Photos may exist for this station.
 PU0641
 PU0641.The dynamic height is computed by dividing the NAVD 88
 PU0641.geopotential number by the normal gravity value computed on the
 PU0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0641.degrees latitude (g = 980.6199 gals.).
 PU0641
 PU0641.The modeled gravity was interpolated from observed gravity values.
 PU0641
 PU0641;                    North         East    Units  Estimated Accuracy
 PU0641;SPC SD S     -   202,780.      416,380.      MT  (+/- 180 meters Scaled)
 PU0641
 PU0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ897896(NAD 83)
 PU0641
 PU0641                          SUPERSEDED SURVEY CONTROL
 PU0641
 PU0641  NGVD 29 (??/??/92)  916.794  (m)         3007.85   (f) ADJ UNCH    2 0
 PU0641
 PU0641.Superseded values are not recommended for survey control.
 PU0641
 PU0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0641.See file dsdata.pdf to determine how the superseded data were derived.
 PU0641
 PU0641_MARKER: DB = BENCH MARK DISK
 PU0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0641_STAMPING: V 355 1961
 PU0641_MARK LOGO: CGS
 PU0641_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0641+STABILITY: SURFACE MOTION
 PU0641
 PU0641  HISTORY     - Date     Condition        Report By
 PU0641  HISTORY     - 1961     MONUMENTED       CGS
 PU0641
 PU0641                          STATION DESCRIPTION
 PU0641
 PU0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU0641'3 MI NW FROM WICKSVILLE.
 PU0641'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0641'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0641'THENCE NORTH ALONG A SURFACED ROAD FOR 3.0 MILES, 34 FEET WEST OF
 PU0641'THE CENTER OF THE SURFACED ROAD, 1.0 FOOT EAST OF A WITNESS POST,
 PU0641'AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5
 PU0641'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2079 ***********************************************************************
 PU2079  DESIGNATION -  V 358
 PU2079  PID         -  PU2079
 PU2079  STATE/COUNTY-  SD/LAWRENCE
 PU2079  COUNTRY     -  US
 PU2079  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2079
 PU2079                         *CURRENT SURVEY CONTROL
 PU2079  ______________________________________________________________________
 PU2079* NAD 83(1986) POSITION- 44 31 04.     (N) 103 53 00.     (W)   SCALED
 PU2079* NAVD 88 ORTHO HEIGHT -  1070.184 (meters)     3511.10  (feet) ADJUSTED
 PU2079  ______________________________________________________________________
 PU2079  GEOID HEIGHT    -        -14.669 (meters)                     GEOID18
 PU2079  DYNAMIC HEIGHT  -       1069.835 (meters)     3509.95  (feet) COMP
 PU2079  MODELED GRAVITY -    980,255.5   (mgal)                       NAVD 88
 PU2079
 PU2079  VERT ORDER      -  SECOND    CLASS 0
 PU2079
 PU2079.The horizontal coordinates were scaled from a map and have
 PU2079.an estimated accuracy of +/- 6 seconds.
 PU2079
 PU2079.The orthometric height was determined by differential leveling and
 PU2079.adjusted by the NATIONAL GEODETIC SURVEY
 PU2079.in June 1991.
 PU2079
 PU2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2079.GEOID18 height accuracy estimate available here.
 PU2079
 PU2079.Click photographs - Photos may exist for this station.
 PU2079
 PU2079.The dynamic height is computed by dividing the NAVD 88
 PU2079.geopotential number by the normal gravity value computed on the
 PU2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2079.degrees latitude (g = 980.6199 gals.).
 PU2079
 PU2079.The modeled gravity was interpolated from observed gravity values.
 PU2079
 PU2079;                    North         East    Units  Estimated Accuracy
 PU2079;SPC SD N     -    83,460.      291,380.      MT  (+/- 180 meters Scaled)
 PU2079
 PU2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK887299(NAD 83)
 PU2079
 PU2079                          SUPERSEDED SURVEY CONTROL
 PU2079
 PU2079  NGVD 29 (??/??/92) 1069.648  (m)         3509.34   (f) ADJ UNCH    2 0
 PU2079
 PU2079.Superseded values are not recommended for survey control.
 PU2079
 PU2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2079.See file dsdata.pdf to determine how the superseded data were derived.
 PU2079
 PU2079_MARKER: DB = BENCH MARK DISK
 PU2079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU2079_SP_SET: CULVERT HEADWALL
 PU2079_STAMPING: V 358 1962
 PU2079_MARK LOGO: CGS
 PU2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2079+STABILITY: SURFACE MOTION
 PU2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2079+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 PU2079
 PU2079  HISTORY     - Date     Condition        Report By
 PU2079  HISTORY     - 1962     MONUMENTED       CGS
 PU2079  HISTORY     - 1984     GOOD             NGS
 PU2079  HISTORY     - 20090729 GOOD             NJS
 PU2079
 PU2079                          STATION DESCRIPTION
 PU2079
 PU2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2079'3.2 MI NW FROM SPEARFISH.
 PU2079'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE POST
 PU2079'OFFICE AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD HIGHWAY
 PU2079'85, THENCE 1.8 MILE NORTH ALONG OLD HIGHWAY 85, THENCE 0.7 MILE
 PU2079'WEST ALONG U.S. HIGHWAY 14, SET IN TOP AND AT THE EAST END
 PU2079'OF A 20 FOOT BY 10 FOOT BOX CULVERT UNDER THE HIGHWAY AT Y
 PU2079'KNOT CAFE AND MOTEL, 136 FEET WEST OF THE CENTERLINE OF THE
 PU2079'WEST ENTRANCE TO THE CAFE AND MOTEL, 21 FEET SOUTH OF THE
 PU2079'CENTERLINE OF THE HIGHWAY, 0.6 OF A FOOT WEST OF THE WEST EDGE
 PU2079'OF THE HEADWALL, ABOUT 2.5 FEET ABOVE THE HIGHWAY, DRILLED IN
 PU2079'HORIZONTAL.
 PU2079
 PU2079                          STATION RECOVERY (1984)
 PU2079
 PU2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU2079'RECOVERED IN GOOD CONDITION.
 PU2079
 PU2079                          STATION RECOVERY (2009)
 PU2079
 PU2079'RECOVERY NOTE BY NJS ENGINEERING 2009 (WHM)
 PU2079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0043 ***********************************************************************
 PV0043  DESIGNATION -  V 359
 PV0043  PID         -  PV0043
 PV0043  STATE/COUNTY-  SD/BUTTE
 PV0043  COUNTRY     -  US
 PV0043  USGS QUAD   -  BEULAH (2017)
 PV0043
 PV0043                         *CURRENT SURVEY CONTROL
 PV0043  ______________________________________________________________________
 PV0043* NAD 83(1986) POSITION- 44 37 29.     (N) 104 00 22.     (W)   SCALED
 PV0043* NAVD 88 ORTHO HEIGHT -  1033.662 (meters)     3391.27  (feet) ADJUSTED
 PV0043  ______________________________________________________________________
 PV0043  GEOID HEIGHT    -        -14.844 (meters)                     GEOID18
 PV0043  DYNAMIC HEIGHT  -       1033.352 (meters)     3390.26  (feet) COMP
 PV0043  MODELED GRAVITY -    980,281.9   (mgal)                       NAVD 88
 PV0043
 PV0043  VERT ORDER      -  SECOND    CLASS 0
 PV0043
 PV0043.The horizontal coordinates were scaled from a map and have
 PV0043.an estimated accuracy of +/- 6 seconds.
 PV0043
 PV0043.The orthometric height was determined by differential leveling and
 PV0043.adjusted by the NATIONAL GEODETIC SURVEY
 PV0043.in June 1991.
 PV0043
 PV0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0043.GEOID18 height accuracy estimate available here.
 PV0043
 PV0043.Click photographs - Photos may exist for this station.
 PV0043
 PV0043.The dynamic height is computed by dividing the NAVD 88
 PV0043.geopotential number by the normal gravity value computed on the
 PV0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0043.degrees latitude (g = 980.6199 gals.).
 PV0043
 PV0043.The modeled gravity was interpolated from observed gravity values.
 PV0043
 PV0043;                    North         East    Units  Estimated Accuracy
 PV0043;SPC SD N     -    95,810.      282,220.      MT  (+/- 180 meters Scaled)
 PV0043
 PV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK788417(NAD 83)
 PV0043
 PV0043                          SUPERSEDED SURVEY CONTROL
 PV0043
 PV0043  NGVD 29 (??/??/92) 1033.145  (m)         3389.58   (f) ADJ UNCH    2 0
 PV0043
 PV0043.Superseded values are not recommended for survey control.
 PV0043
 PV0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0043.See file dsdata.pdf to determine how the superseded data were derived.
 PV0043
 PV0043_MARKER: DB = BENCH MARK DISK
 PV0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0043_STAMPING: V 359 1962
 PV0043_MARK LOGO: CGS
 PV0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0043+STABILITY: SURFACE MOTION
 PV0043
 PV0043  HISTORY     - Date     Condition        Report By
 PV0043  HISTORY     - 1962     MONUMENTED       CGS
 PV0043
 PV0043                          STATION DESCRIPTION
 PV0043
 PV0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0043'9.8 MI SW FROM BELLE FOURCHE.
 PV0043'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0043'BELLE FOURCHE, THENCE 7.5 MILES WEST ALONG STATE HIGHWAY 34,
 PV0043'THENCE 0.9 MILE SOUTH ALONG A GRAVEL COUNTY ROAD, AT A POWER
 PV0043'POLE WITH A TRANSFORMER, 29.5 FEET EAST OF THE CENTERLINE OF
 PV0043'THE ROAD, 7.3 FEET WEST OF A POWER POLE, 1.5 FEET WEST OF A
 PV0043'FENCE LINE, 1.2 FEET NORTH OF A WITNESS POST AND ABOUT 3 FEET
 PV0043'LOWER THAN THE ROAD, A POST PROJECTING ABOUT 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0163 ***********************************************************************
 OR0163  DESIGNATION -  V 36
 OR0163  PID         -  OR0163
 OR0163  STATE/COUNTY-  SD/CHARLES MIX
 OR0163  COUNTRY     -  US
 OR0163  USGS QUAD   -  PLATTE (2017)
 OR0163
 OR0163                         *CURRENT SURVEY CONTROL
 OR0163  ______________________________________________________________________
 OR0163* NAD 83(1986) POSITION- 43 26 32.     (N) 098 50 39.     (W)   SCALED
 OR0163* NAVD 88 ORTHO HEIGHT -   472.965 (meters)     1551.72  (feet) ADJUSTED
 OR0163  ______________________________________________________________________
 OR0163  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 OR0163  DYNAMIC HEIGHT  -        472.814 (meters)     1551.22  (feet) COMP
 OR0163  MODELED GRAVITY -    980,286.2   (mgal)                       NAVD 88
 OR0163
 OR0163  VERT ORDER      -  FIRST     CLASS II
 OR0163
 OR0163.The horizontal coordinates were scaled from a map and have
 OR0163.an estimated accuracy of +/- 6 seconds.
 OR0163
 OR0163.The orthometric height was determined by differential leveling and
 OR0163.adjusted by the NATIONAL GEODETIC SURVEY
 OR0163.in June 1991.
 OR0163
 OR0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0163.GEOID18 height accuracy estimate available here.
 OR0163
 OR0163.Click photographs - Photos may exist for this station.
 OR0163
 OR0163.The dynamic height is computed by dividing the NAVD 88
 OR0163.geopotential number by the normal gravity value computed on the
 OR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0163.degrees latitude (g = 980.6199 gals.).
 OR0163
 OR0163.The modeled gravity was interpolated from observed gravity values.
 OR0163
 OR0163;                    North         East    Units  Estimated Accuracy
 OR0163;SPC SD S     -   124,270.      720,540.      MT  (+/- 180 meters Scaled)
 OR0163
 OR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP126099(NAD 83)
 OR0163
 OR0163                          SUPERSEDED SURVEY CONTROL
 OR0163
 OR0163  NGVD 29 (??/??/92)  472.629  (m)         1550.62   (f) ADJ UNCH    1 2
 OR0163
 OR0163.Superseded values are not recommended for survey control.
 OR0163
 OR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0163.See file dsdata.pdf to determine how the superseded data were derived.
 OR0163
 OR0163_MARKER: DB = BENCH MARK DISK
 OR0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0163_STAMPING: 1550.617 V 36 1933
 OR0163_MARK LOGO: CGS
 OR0163_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0163+STABILITY: SURFACE MOTION
 OR0163
 OR0163  HISTORY     - Date     Condition        Report By
 OR0163  HISTORY     - 1933     MONUMENTED       CGS
 OR0163  HISTORY     - 1934     GOOD             CGS
 OR0163  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0163
 OR0163                          STATION DESCRIPTION
 OR0163
 OR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0163'4 MI N FROM PLATTE.
 OR0163'4.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE
 OR0163'AT PLATTE, CHARLES MIX COUNTY, ABOUT 1 MILE SOUTH OF THE JUNCTION
 OR0163'OF U.S. HIGHWAY 50, AT A SECTION LINE, AT THE INTERSECTION OF AN
 OR0163'EAST-AND-WEST ROAD, 81 FEET EAST OF THE CENTER LINE OF THE
 OR0163'HIGHWAY, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 1
 OR0163'FOOT SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED
 OR0163'1550.617 V 36 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0163'3 INCHES ABOVE GROUND.
 OR0163
 OR0163                          STATION RECOVERY (1934)
 OR0163
 OR0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0163'RECOVERED IN GOOD CONDITION.
 OR0163
 OR0163                          STATION RECOVERY (2013)
 OR0163
 OR0163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1366 ***********************************************************************
 PU1366  DESIGNATION -  V 360
 PU1366  PID         -  PU1366
 PU1366  STATE/COUNTY-  SD/BUTTE
 PU1366  COUNTRY     -  US
 PU1366  USGS QUAD   -  NEWELL (2017)
 PU1366
 PU1366                         *CURRENT SURVEY CONTROL
 PU1366  ______________________________________________________________________
 PU1366* NAD 83(1986) POSITION- 44 40 50.     (N) 103 25 40.     (W)   SCALED
 PU1366* NAVD 88 ORTHO HEIGHT -   844.454 (meters)     2770.51  (feet) ADJUSTED
 PU1366  ______________________________________________________________________
 PU1366  GEOID HEIGHT    -        -16.325 (meters)                     GEOID18
 PU1366  DYNAMIC HEIGHT  -        844.240 (meters)     2769.81  (feet) COMP
 PU1366  MODELED GRAVITY -    980,335.2   (mgal)                       NAVD 88
 PU1366
 PU1366  VERT ORDER      -  FIRST     CLASS II
 PU1366
 PU1366.The horizontal coordinates were scaled from a map and have
 PU1366.an estimated accuracy of +/- 6 seconds.
 PU1366
 PU1366.The orthometric height was determined by differential leveling and
 PU1366.adjusted by the NATIONAL GEODETIC SURVEY
 PU1366.in June 1991.
 PU1366
 PU1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1366.GEOID18 height accuracy estimate available here.
 PU1366
 PU1366.Click photographs - Photos may exist for this station.
 PU1366
 PU1366.The dynamic height is computed by dividing the NAVD 88
 PU1366.geopotential number by the normal gravity value computed on the
 PU1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1366.degrees latitude (g = 980.6199 gals.).
 PU1366
 PU1366.The modeled gravity was interpolated from observed gravity values.
 PU1366
 PU1366;                    North         East    Units  Estimated Accuracy
 PU1366;SPC SD N     -    99,900.      328,330.      MT  (+/- 180 meters Scaled)
 PU1366
 PU1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK246486(NAD 83)
 PU1366
 PU1366                          SUPERSEDED SURVEY CONTROL
 PU1366
 PU1366  NGVD 29 (??/??/92)  843.986  (m)         2768.98   (f) ADJ UNCH    1 2
 PU1366
 PU1366.Superseded values are not recommended for survey control.
 PU1366
 PU1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1366.See file dsdata.pdf to determine how the superseded data were derived.
 PU1366
 PU1366_MARKER: DB = BENCH MARK DISK
 PU1366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1366_SP_SET: ABUTMENT
 PU1366_STAMPING: V 360 1962
 PU1366_MARK LOGO: CGS
 PU1366_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1366+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1366
 PU1366  HISTORY     - Date     Condition        Report By
 PU1366  HISTORY     - 1962     MONUMENTED       CGS
 PU1366  HISTORY     - 19951116 GOOD             NGS
 PU1366
 PU1366                          STATION DESCRIPTION
 PU1366
 PU1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1366'2.2 MI SW FROM NEWELL.
 PU1366'2.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE FIRST LUTHERAN
 PU1366'CHURCH AT NEWELL, ABOUT 0.3 MILE NORTHEAST OF THE JUNCTION OF
 PU1366'STATE HIGHWAY 79 SOUTH, SET IN TOP AND AT THE EAST END OF THE
 PU1366'NORTH ABUTMENT FOR A 165 FOOT BRIDGE OVER HORSE CREEK, 15 FEET
 PU1366'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT ABOVE THE HIGHWAY
 PU1366'AND DRILLED IN HORIZONTAL.
 PU1366
 PU1366                          STATION RECOVERY (1995)
 PU1366
 PU1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1366'4.4 KM (2.75 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PU1366'STATE HIGHWAY 75 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 PU1366'EAST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 PU1366'HORSE CREEK, 904.0 M (2965.9 FT) SOUTH OF MILEPOST 37, 4.6 M (15.1 FT)
 PU1366'EAST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 PU1366'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1387 ***********************************************************************
 PU1387  DESIGNATION -  V 361
 PU1387  PID         -  PU1387
 PU1387  STATE/COUNTY-  SD/PENNINGTON
 PU1387  COUNTRY     -  US
 PU1387  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1387
 PU1387                         *CURRENT SURVEY CONTROL
 PU1387  ______________________________________________________________________
 PU1387* NAD 83(1986) POSITION- 44 06 03.     (N) 103 16 28.     (W)   SCALED
 PU1387* NAVD 88 ORTHO HEIGHT -  1024.101 (meters)     3359.90  (feet) ADJUSTED
 PU1387  ______________________________________________________________________
 PU1387  GEOID HEIGHT    -        -15.554 (meters)                     GEOID18
 PU1387  DYNAMIC HEIGHT  -       1023.767 (meters)     3358.81  (feet) COMP
 PU1387  MODELED GRAVITY -    980,256.7   (mgal)                       NAVD 88
 PU1387
 PU1387  VERT ORDER      -  FIRST     CLASS II
 PU1387
 PU1387.The horizontal coordinates were scaled from a map and have
 PU1387.an estimated accuracy of +/- 6 seconds.
 PU1387
 PU1387.The orthometric height was determined by differential leveling and
 PU1387.adjusted by the NATIONAL GEODETIC SURVEY
 PU1387.in June 1991.
 PU1387
 PU1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1387.GEOID18 height accuracy estimate available here.
 PU1387
 PU1387.Click photographs - Photos may exist for this station.
 PU1387
 PU1387.The dynamic height is computed by dividing the NAVD 88
 PU1387.geopotential number by the normal gravity value computed on the
 PU1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1387.degrees latitude (g = 980.6199 gals.).
 PU1387
 PU1387.The modeled gravity was interpolated from observed gravity values.
 PU1387
 PU1387;                    North         East    Units  Estimated Accuracy
 PU1387;SPC SD S     -   200,530.      364,570.      MT  (+/- 180 meters Scaled)
 PU1387
 PU1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ381845(NAD 83)
 PU1387
 PU1387                          SUPERSEDED SURVEY CONTROL
 PU1387
 PU1387  NGVD 29 (??/??/92) 1023.628  (m)         3358.35   (f) ADJ UNCH    1 2
 PU1387
 PU1387.Superseded values are not recommended for survey control.
 PU1387
 PU1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1387.See file dsdata.pdf to determine how the superseded data were derived.
 PU1387
 PU1387_MARKER: DB = BENCH MARK DISK
 PU1387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1387_SP_SET: CULVERT HEADWALL
 PU1387_STAMPING: V 361 1962
 PU1387_MARK LOGO: CGS
 PU1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1387+STABILITY: SURFACE MOTION
 PU1387
 PU1387  HISTORY     - Date     Condition        Report By
 PU1387  HISTORY     - 1962     MONUMENTED       CGS
 PU1387
 PU1387                          STATION DESCRIPTION
 PU1387
 PU1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1387'2.9 MI NW FROM RAPID CITY.
 PU1387'ABOUT 2.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1387'RAILWAY FROM THE STATION AT RAPID CITY, 10 POLES SOUTHEAST OF
 PU1387'MILE POST 103 ABOUT 0.15 MILE SOUTHWEST OF A BRICK BUILDING
 PU1387'LOCATED ON THE CREST OF A HILL 19 FEET NORTHEAST OF THE
 PU1387'NORTHEAST RAIL OF THE TRACK, 3 1/2 RAILS NORTHWEST OF A WHISTLE
 PU1387'POST, ABOUT 6 INCHES BELOW THE LEVEL OF THE RAILS, AND SET IN
 PU1387'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL
 PU1387'OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1544 ***********************************************************************
 PU1544  DESIGNATION -  V 362
 PU1544  PID         -  PU1544
 PU1544  STATE/COUNTY-  SD/PENNINGTON
 PU1544  COUNTRY     -  US
 PU1544  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1544
 PU1544                         *CURRENT SURVEY CONTROL
 PU1544  ______________________________________________________________________
 PU1544* NAD 83(1986) POSITION- 44 03 31.     (N) 103 18 05.     (W)   SCALED
 PU1544* NAVD 88 ORTHO HEIGHT -  1031.376 (meters)     3383.77  (feet) ADJUSTED
 PU1544  ______________________________________________________________________
 PU1544  GEOID HEIGHT    -        -15.353 (meters)                     GEOID18
 PU1544  DYNAMIC HEIGHT  -       1031.025 (meters)     3382.62  (feet) COMP
 PU1544  MODELED GRAVITY -    980,242.5   (mgal)                       NAVD 88
 PU1544
 PU1544  VERT ORDER      -  FIRST     CLASS II
 PU1544
 PU1544.The horizontal coordinates were scaled from a map and have
 PU1544.an estimated accuracy of +/- 6 seconds.
 PU1544
 PU1544.The orthometric height was determined by differential leveling and
 PU1544.adjusted by the NATIONAL GEODETIC SURVEY
 PU1544.in June 1991.
 PU1544
 PU1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1544.GEOID18 height accuracy estimate available here.
 PU1544
 PU1544.Click photographs - Photos may exist for this station.
 PU1544
 PU1544.The dynamic height is computed by dividing the NAVD 88
 PU1544.geopotential number by the normal gravity value computed on the
 PU1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1544.degrees latitude (g = 980.6199 gals.).
 PU1544
 PU1544.The modeled gravity was interpolated from observed gravity values.
 PU1544
 PU1544;                    North         East    Units  Estimated Accuracy
 PU1544;SPC SD S     -   195,920.      362,240.      MT  (+/- 180 meters Scaled)
 PU1544
 PU1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ360797(NAD 83)
 PU1544
 PU1544                          SUPERSEDED SURVEY CONTROL
 PU1544
 PU1544  NGVD 29 (??/??/92) 1030.887  (m)         3382.17   (f) ADJ UNCH    1 2
 PU1544
 PU1544.Superseded values are not recommended for survey control.
 PU1544
 PU1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1544.See file dsdata.pdf to determine how the superseded data were derived.
 PU1544
 PU1544_MARKER: DB = BENCH MARK DISK
 PU1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1544_STAMPING: V 362 1962
 PU1544_MARK LOGO: CGS
 PU1544_PROJECTION: FLUSH
 PU1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1544+STABILITY: SURFACE MOTION
 PU1544
 PU1544  HISTORY     - Date     Condition        Report By
 PU1544  HISTORY     - 1962     MONUMENTED       CGS
 PU1544  HISTORY     - 20110112 MARK NOT FOUND   INDIV
 PU1544
 PU1544                          STATION DESCRIPTION
 PU1544
 PU1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1544'4.6 MI SW FROM RAPID CITY.
 PU1544'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1544'FROM THE STATION AT RAPID CITY, THENCE 0.55 MILES SOUTH ALONG
 PU1544'MT. VIEW ROAD, THENCE 2.4 MILES SOUTHWEST ALONG JACKSON BOULEVARD
 PU1544'TO THE CANYON LAKE CLUB, THENCE 0.55 MILE SOUTHWEST ALONG STATE
 PU1544'HIGHWAY 40 TO THE NORTH ENTRANCE TO THE CLEGHORN SPRINGS TROUT
 PU1544'FISH HATCHERY, 39 FEET WEST OF THE CENTER LINE OF THE NORTH
 PU1544'AND MAIN ENTRANCE, 31 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 PU1544'HIGHWAY, 21 FEET NORTHEAST OF A LARGE COTTONWOOD TREE LOCATED
 PU1544'ON THE HATCHERY GROUNDS, 1 FOOT NORTH OF A FENCE, 1.3 FEET
 PU1544'NORTHEAST OF A METAL WITNESS POST SET IN FENCE LINE, ABOUT
 PU1544'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1544'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PU1544
 PU1544                          STATION RECOVERY (2011)
 PU1544
 PU1544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1544'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0250 ***********************************************************************
 OT0250  DESIGNATION -  V 363
 OT0250  PID         -  OT0250
 OT0250  STATE/COUNTY-  SD/PENNINGTON
 OT0250  COUNTRY     -  US
 OT0250  USGS QUAD   -  SCENIC SW (2017)
 OT0250
 OT0250                         *CURRENT SURVEY CONTROL
 OT0250  ______________________________________________________________________
 OT0250* NAD 83(1986) POSITION- 43 51 46.     (N) 102 40 13.     (W)   SCALED
 OT0250* NAVD 88 ORTHO HEIGHT -   773.424 (meters)     2537.48  (feet) ADJUSTED
 OT0250  ______________________________________________________________________
 OT0250  GEOID HEIGHT    -        -17.823 (meters)                     GEOID18
 OT0250  DYNAMIC HEIGHT  -        773.185 (meters)     2536.69  (feet) COMP
 OT0250  MODELED GRAVITY -    980,283.6   (mgal)                       NAVD 88
 OT0250
 OT0250  VERT ORDER      -  FIRST     CLASS II
 OT0250
 OT0250.The horizontal coordinates were scaled from a map and have
 OT0250.an estimated accuracy of +/- 6 seconds.
 OT0250
 OT0250.The orthometric height was determined by differential leveling and
 OT0250.adjusted by the NATIONAL GEODETIC SURVEY
 OT0250.in June 1991.
 OT0250
 OT0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0250.GEOID18 height accuracy estimate available here.
 OT0250
 OT0250.Click photographs - Photos may exist for this station.
 OT0250
 OT0250.The dynamic height is computed by dividing the NAVD 88
 OT0250.geopotential number by the normal gravity value computed on the
 OT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0250.degrees latitude (g = 980.6199 gals.).
 OT0250
 OT0250.The modeled gravity was interpolated from observed gravity values.
 OT0250
 OT0250;                    North         East    Units  Estimated Accuracy
 OT0250;SPC SD S     -   172,550.      412,170.      MT  (+/- 180 meters Scaled)
 OT0250
 OT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ872592(NAD 83)
 OT0250
 OT0250                          SUPERSEDED SURVEY CONTROL
 OT0250
 OT0250  NGVD 29 (??/??/92)  772.974  (m)         2536.00   (f) ADJ UNCH    1 2
 OT0250
 OT0250.Superseded values are not recommended for survey control.
 OT0250
 OT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0250.See file dsdata.pdf to determine how the superseded data were derived.
 OT0250
 OT0250_MARKER: DB = BENCH MARK DISK
 OT0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0250_STAMPING: V 363 1962
 OT0250_MARK LOGO: CGS
 OT0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0250+STABILITY: SURFACE MOTION
 OT0250
 OT0250  HISTORY     - Date     Condition        Report By
 OT0250  HISTORY     - 1962     MONUMENTED       CGS
 OT0250
 OT0250                          STATION DESCRIPTION
 OT0250
 OT0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0250'8.2 MI NW FROM SCENIC.
 OT0250'ABOUT 8.15 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0250'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, IN
 OT0250'SECTION 22, T 2 S, R 12 E, 0.2 MILE SOUTH EAST OF A TRESTLE,
 OT0250'0.35 MILE NORTHWEST OF MILE POST 626, ABOUT 150 FEET
 OT0250'SOUTHEAST OF A SMALL GROVE OF TREES ALONG A NARROW WASH, 93
 OT0250'FEET SOUTHWEST OF SOUTHWEST RAIL, 3 1/2 FEET NORTHEAST OF A
 OT0250'FENCE, 2.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 OT0250'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OT0250'POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0016 ***********************************************************************
 OT0016  DESIGNATION -  V 364
 OT0016  PID         -  OT0016
 OT0016  STATE/COUNTY-  SD/PENNINGTON
 OT0016  COUNTRY     -  US
 OT0016  USGS QUAD   -  CONATA (2017)
 OT0016
 OT0016                         *CURRENT SURVEY CONTROL
 OT0016  ______________________________________________________________________
 OT0016* NAD 83(1986) POSITION- 43 43 31.     (N) 102 12 36.     (W)   SCALED
 OT0016* NAVD 88 ORTHO HEIGHT -   753.647 (meters)     2472.59  (feet) ADJUSTED
 OT0016  ______________________________________________________________________
 OT0016  GEOID HEIGHT    -        -19.202 (meters)                     GEOID18
 OT0016  DYNAMIC HEIGHT  -        753.405 (meters)     2471.80  (feet) COMP
 OT0016  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 OT0016
 OT0016  VERT ORDER      -  FIRST     CLASS II
 OT0016
 OT0016.The horizontal coordinates were scaled from a map and have
 OT0016.an estimated accuracy of +/- 6 seconds.
 OT0016
 OT0016.The orthometric height was determined by differential leveling and
 OT0016.adjusted by the NATIONAL GEODETIC SURVEY
 OT0016.in June 1991.
 OT0016
 OT0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0016.GEOID18 height accuracy estimate available here.
 OT0016
 OT0016.Click photographs - Photos may exist for this station.
 OT0016
 OT0016.The dynamic height is computed by dividing the NAVD 88
 OT0016.geopotential number by the normal gravity value computed on the
 OT0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0016.degrees latitude (g = 980.6199 gals.).
 OT0016
 OT0016.The modeled gravity was interpolated from observed gravity values.
 OT0016
 OT0016;                    North         East    Units  Estimated Accuracy
 OT0016;SPC SD S     -   156,340.      448,810.      MT  (+/- 180 meters Scaled)
 OT0016
 OT0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ247451(NAD 83)
 OT0016
 OT0016                          SUPERSEDED SURVEY CONTROL
 OT0016
 OT0016  NGVD 29 (??/??/92)  753.180  (m)         2471.06   (f) ADJ UNCH    1 2
 OT0016
 OT0016.Superseded values are not recommended for survey control.
 OT0016
 OT0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0016.See file dsdata.pdf to determine how the superseded data were derived.
 OT0016
 OT0016_MARKER: DB = BENCH MARK DISK
 OT0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0016_STAMPING: V 364 1962
 OT0016_MARK LOGO: CGS
 OT0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0016+STABILITY: SURFACE MOTION
 OT0016
 OT0016  HISTORY     - Date     Condition        Report By
 OT0016  HISTORY     - 1962     MONUMENTED       CGS
 OT0016
 OT0016                          STATION DESCRIPTION
 OT0016
 OT0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0016'11.4 MI W FROM INTERIOR.
 OT0016'ABOUT 11.35 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0016'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 4,
 OT0016'T 4 S, R 16 E, 65 FEET WEST OF THE 15TH POLE WEST OF MILE POST
 OT0016'599, 0.2 MILE WEST OF TRESTLE NUMBER W 232, 39 FEET SOUTH OF
 OT0016'SOUTH RAIL, 57 FEET NORTH OF A FENCE CORNER, 2.0 FEET NORTH OF
 OT0016'A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE
 OT0016'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0317 ***********************************************************************
 PU0317  DESIGNATION -  V 365
 PU0317  PID         -  PU0317
 PU0317  STATE/COUNTY-  SD/PENNINGTON
 PU0317  COUNTRY     -  US
 PU0317  USGS QUAD   -  WASTA (2017)
 PU0317
 PU0317                         *CURRENT SURVEY CONTROL
 PU0317  ______________________________________________________________________
 PU0317* NAD 83(1986) POSITION- 44 04 43.     (N) 102 25 45.     (W)   SCALED
 PU0317* NAVD 88 ORTHO HEIGHT -   709.019 (meters)     2326.17  (feet) ADJUSTED
 PU0317  ______________________________________________________________________
 PU0317  GEOID HEIGHT    -        -18.543 (meters)                     GEOID18
 PU0317  DYNAMIC HEIGHT  -        708.827 (meters)     2325.54  (feet) COMP
 PU0317  MODELED GRAVITY -    980,324.3   (mgal)                       NAVD 88
 PU0317
 PU0317  VERT ORDER      -  SECOND    CLASS 0
 PU0317
 PU0317.The horizontal coordinates were scaled from a map and have
 PU0317.an estimated accuracy of +/- 6 seconds.
 PU0317
 PU0317.The orthometric height was determined by differential leveling and
 PU0317.adjusted by the NATIONAL GEODETIC SURVEY
 PU0317.in June 1991.
 PU0317
 PU0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0317.GEOID18 height accuracy estimate available here.
 PU0317
 PU0317.Click photographs - Photos may exist for this station.
 PU0317
 PU0317.The dynamic height is computed by dividing the NAVD 88
 PU0317.geopotential number by the normal gravity value computed on the
 PU0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0317.degrees latitude (g = 980.6199 gals.).
 PU0317
 PU0317.The modeled gravity was interpolated from observed gravity values.
 PU0317
 PU0317;                    North         East    Units  Estimated Accuracy
 PU0317;SPC SD S     -   196,010.      432,150.      MT  (+/- 180 meters Scaled)
 PU0317
 PU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ058838(NAD 83)
 PU0317
 PU0317                          SUPERSEDED SURVEY CONTROL
 PU0317
 PU0317  NGVD 29 (??/??/92)  708.586  (m)         2324.75   (f) ADJ UNCH    2 0
 PU0317
 PU0317.Superseded values are not recommended for survey control.
 PU0317
 PU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0317.See file dsdata.pdf to determine how the superseded data were derived.
 PU0317
 PU0317_MARKER: DB = BENCH MARK DISK
 PU0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0317_STAMPING: V 365 1962
 PU0317_MARK LOGO: CGS
 PU0317_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0317+STABILITY: SURFACE MOTION
 PU0317
 PU0317  HISTORY     - Date     Condition        Report By
 PU0317  HISTORY     - 1962     MONUMENTED       CGS
 PU0317
 PU0317                          STATION DESCRIPTION
 PU0317
 PU0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0317'1.1 MI NE FROM WASTA.
 PU0317'ABOUT 1.1 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU0317'RAILWAY FROM THE STATION AT WASTS, IN SECTION 4, T 1 N, R 14 E,
 PU0317'60.4 FEET NORTH OF FOURTH TELEPHONE POLE NORTHEAST OF MILEPOST
 PU0317'604, 120 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAYS 14
 PU0317'AND 16, 95 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET NORTHWEST
 PU0317'OF A TELEPHONE POLE.  1.6 FEET SOUTHEAST OF A METAL WITNESS
 PU0317'POST, ABOUT 10 FEET BELOW THE HIGHWAY AND 20 FEET ABOVE THE
 PU0317'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PU0317'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0308 ***********************************************************************
 PU0308  DESIGNATION -  V 366
 PU0308  PID         -  PU0308
 PU0308  STATE/COUNTY-  SD/PENNINGTON
 PU0308  COUNTRY     -  US
 PU0308  USGS QUAD   -  WASTA (2017)
 PU0308
 PU0308                         *CURRENT SURVEY CONTROL
 PU0308  ______________________________________________________________________
 PU0308* NAD 83(1986) POSITION- 44 05 43.     (N) 102 28 34.     (W)   SCALED
 PU0308* NAVD 88 ORTHO HEIGHT -   830.166 (meters)     2723.64  (feet) ADJUSTED
 PU0308  ______________________________________________________________________
 PU0308  GEOID HEIGHT    -        -18.433 (meters)                     GEOID18
 PU0308  DYNAMIC HEIGHT  -        829.930 (meters)     2722.86  (feet) COMP
 PU0308  MODELED GRAVITY -    980,306.3   (mgal)                       NAVD 88
 PU0308
 PU0308  VERT ORDER      -  SECOND    CLASS 0
 PU0308
 PU0308.The horizontal coordinates were scaled from a map and have
 PU0308.an estimated accuracy of +/- 6 seconds.
 PU0308
 PU0308.The orthometric height was determined by differential leveling and
 PU0308.adjusted by the NATIONAL GEODETIC SURVEY
 PU0308.in June 1991.
 PU0308
 PU0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0308.GEOID18 height accuracy estimate available here.
 PU0308
 PU0308.Click photographs - Photos may exist for this station.
 PU0308
 PU0308.The dynamic height is computed by dividing the NAVD 88
 PU0308.geopotential number by the normal gravity value computed on the
 PU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0308.degrees latitude (g = 980.6199 gals.).
 PU0308
 PU0308.The modeled gravity was interpolated from observed gravity values.
 PU0308
 PU0308;                    North         East    Units  Estimated Accuracy
 PU0308;SPC SD S     -   197,950.      428,440.      MT  (+/- 180 meters Scaled)
 PU0308
 PU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ020855(NAD 83)
 PU0308
 PU0308                          SUPERSEDED SURVEY CONTROL
 PU0308
 PU0308  NGVD 29 (??/??/92)  829.714  (m)         2722.15   (f) ADJ UNCH    2 0
 PU0308
 PU0308.Superseded values are not recommended for survey control.
 PU0308
 PU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0308.See file dsdata.pdf to determine how the superseded data were derived.
 PU0308
 PU0308_MARKER: DB = BENCH MARK DISK
 PU0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0308_STAMPING: V 366 1962
 PU0308_MARK LOGO: CGS
 PU0308_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0308+STABILITY: SURFACE MOTION
 PU0308
 PU0308  HISTORY     - Date     Condition        Report By
 PU0308  HISTORY     - 1962     MONUMENTED       CGS
 PU0308
 PU0308                          STATION DESCRIPTION
 PU0308
 PU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0308'3.2 MI NW FROM WASTA.
 PU0308'ABOUT 0.3 MILE NORTHWEST ALONG A PAVED ROAD FROM THE CHICAGO
 PU0308'AND NORTH WESTERN RAILWAY STATION AT WASTA, THENCE 0.35 MILE
 PU0308'SOUTHWEST ALONG U.S. HIGHWAYS 16 AND 14, THENCE 2.6 MILES
 PU0308'NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 31, T 2 N, R 14 E,
 PU0308'AT A CURVE IN THE ROAD WHICH IS NORTHEAST OF A RAVINE AND A DAM,
 PU0308'75 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET
 PU0308'EAST OF A FENCE CORNER, 3 FEET NORTHEAST OF A FENCE, 1.3 FEET
 PU0308'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 PU0308'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PU0308'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0415 ***********************************************************************
 PU0415  DESIGNATION -  V 367
 PU0415  PID         -  PU0415
 PU0415  STATE/COUNTY-  SD/PENNINGTON
 PU0415  COUNTRY     -  US
 PU0415  USGS QUAD   -  RAINY CREEK (2017)
 PU0415
 PU0415                         *CURRENT SURVEY CONTROL
 PU0415  ______________________________________________________________________
 PU0415* NAD 83(1986) POSITION- 44 09 11.     (N) 102 12 27.     (W)   SCALED
 PU0415* NAVD 88 ORTHO HEIGHT -   880.935 (meters)     2890.20  (feet) ADJUSTED
 PU0415  ______________________________________________________________________
 PU0415  GEOID HEIGHT    -        -19.167 (meters)                     GEOID18
 PU0415  DYNAMIC HEIGHT  -        880.676 (meters)     2889.35  (feet) COMP
 PU0415  MODELED GRAVITY -    980,294.1   (mgal)                       NAVD 88
 PU0415
 PU0415  VERT ORDER      -  SECOND    CLASS 0
 PU0415
 PU0415.The horizontal coordinates were scaled from a map and have
 PU0415.an estimated accuracy of +/- 6 seconds.
 PU0415
 PU0415.The orthometric height was determined by differential leveling and
 PU0415.adjusted by the NATIONAL GEODETIC SURVEY
 PU0415.in June 1991.
 PU0415
 PU0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0415.GEOID18 height accuracy estimate available here.
 PU0415
 PU0415.Click photographs - Photos may exist for this station.
 PU0415
 PU0415.The dynamic height is computed by dividing the NAVD 88
 PU0415.geopotential number by the normal gravity value computed on the
 PU0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0415.degrees latitude (g = 980.6199 gals.).
 PU0415
 PU0415.The modeled gravity was interpolated from observed gravity values.
 PU0415
 PU0415;                    North         East    Units  Estimated Accuracy
 PU0415;SPC SD S     -   203,850.      450,090.      MT  (+/- 180 meters Scaled)
 PU0415
 PU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ233926(NAD 83)
 PU0415
 PU0415                          SUPERSEDED SURVEY CONTROL
 PU0415
 PU0415  NGVD 29 (??/??/92)  880.477  (m)         2888.70   (f) ADJ UNCH    2 0
 PU0415
 PU0415.Superseded values are not recommended for survey control.
 PU0415
 PU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0415.See file dsdata.pdf to determine how the superseded data were derived.
 PU0415
 PU0415_MARKER: DB = BENCH MARK DISK
 PU0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0415_STAMPING: V 367 1962
 PU0415_MARK LOGO: CGS
 PU0415_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0415+STABILITY: SURFACE MOTION
 PU0415
 PU0415  HISTORY     - Date     Condition        Report By
 PU0415  HISTORY     - 1962     MONUMENTED       CGS
 PU0415
 PU0415                          STATION DESCRIPTION
 PU0415
 PU0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0415'12.6 MI N FROM WALL.
 PU0415'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0415'AT WALL, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.05
 PU0415'MILES NORTH ALONG A GRAVELED ROAD, OR 7.3 MILES SOUTH ALONG A
 PU0415'GRAVELED ROAD FROM THE POST OFFICE AND SERVICE STATION AT
 PU0415'CREIGHTON, 48 FEET EAST OF THE CENTER LINE OF THE ROAD, 44 FEET
 PU0415'NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 11 FEET NORTHEAST OF
 PU0415'A TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A FENCE, 1.7 NORTH OF A
 PU0415'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 PU0415'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0416 ***********************************************************************
 PU0416  DESIGNATION -  V 367 RESET
 PU0416  PID         -  PU0416
 PU0416  STATE/COUNTY-  SD/PENNINGTON
 PU0416  COUNTRY     -  US
 PU0416  USGS QUAD   -  RAINY CREEK (2017)
 PU0416
 PU0416                         *CURRENT SURVEY CONTROL
 PU0416  ______________________________________________________________________
 PU0416* NAD 83(1986) POSITION- 44 09 11.     (N) 102 12 27.     (W)   SCALED
 PU0416* NAVD 88 ORTHO HEIGHT -   880.86  (meters)     2890.0   (feet) RESET
 PU0416  ______________________________________________________________________
 PU0416  GEOID HEIGHT    -        -19.167 (meters)                     GEOID18
 PU0416  VERT ORDER      -  THIRD
 PU0416
 PU0416.The horizontal coordinates were scaled from a map and have
 PU0416.an estimated accuracy of +/- 6 seconds.
 PU0416
 PU0416.The orthometric height was computed from unverified reset data.
 PU0416
 PU0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0416.GEOID18 height accuracy estimate available here.
 PU0416
 PU0416.Click photographs - Photos may exist for this station.
 PU0416
 PU0416;                    North         East    Units  Estimated Accuracy
 PU0416;SPC SD S     -   203,850.      450,090.      MT  (+/- 180 meters Scaled)
 PU0416
 PU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ233926(NAD 83)
 PU0416
 PU0416                          SUPERSEDED SURVEY CONTROL
 PU0416
 PU0416.No superseded survey control is available for this station.
 PU0416
 PU0416_MARKER: DB = BENCH MARK DISK
 PU0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0416_STAMPING: V 367 RESET 1964
 PU0416_MARK LOGO: CGS
 PU0416_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0416+STABILITY: SURFACE MOTION
 PU0416
 PU0416  HISTORY     - Date     Condition        Report By
 PU0416  HISTORY     - 1964     MONUMENTED       CGS
 PU0416
 PU0416                          STATION DESCRIPTION
 PU0416
 PU0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PU0416'12.6 MI N FROM WALL.
 PU0416'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0416'AT WALL, PENNINGTON COUNTY, THENCE 1.0 MILE EAST ALONG A GRAVELED
 PU0416'ROAD, THENCE 3.05 MILES NORTH ALONG A GRAVELED ROAD TO MARK ON
 PU0416'RIGHT, 50 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 33 FEET
 PU0416'NORTH OF CENTER OF A ROAD LEADING TO A MISSILE SITE AND 2 FEET
 PU0416'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 PU0416'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1763 ***********************************************************************
 PU1763  DESIGNATION -  V 368
 PU1763  PID         -  PU1763
 PU1763  STATE/COUNTY-  SD/BUTTE
 PU1763  COUNTRY     -  US
 PU1763  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1763
 PU1763                         *CURRENT SURVEY CONTROL
 PU1763  ______________________________________________________________________
 PU1763* NAD 83(1986) POSITION- 44 44 52.     (N) 103 51 08.     (W)   SCALED
 PU1763* NAVD 88 ORTHO HEIGHT -   979.800 (meters)     3214.56  (feet) ADJUSTED
 PU1763  ______________________________________________________________________
 PU1763  GEOID HEIGHT    -        -15.491 (meters)                     GEOID18
 PU1763  DYNAMIC HEIGHT  -        979.533 (meters)     3213.68  (feet) COMP
 PU1763  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 PU1763
 PU1763  VERT ORDER      -  FIRST     CLASS II
 PU1763
 PU1763.The horizontal coordinates were scaled from a map and have
 PU1763.an estimated accuracy of +/- 6 seconds.
 PU1763
 PU1763.The orthometric height was determined by differential leveling and
 PU1763.adjusted by the NATIONAL GEODETIC SURVEY
 PU1763.in April 2000.
 PU1763
 PU1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1763.GEOID18 height accuracy estimate available here.
 PU1763
 PU1763.Click photographs - Photos may exist for this station.
 PU1763
 PU1763.The dynamic height is computed by dividing the NAVD 88
 PU1763.geopotential number by the normal gravity value computed on the
 PU1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1763.degrees latitude (g = 980.6199 gals.).
 PU1763
 PU1763.The modeled gravity was interpolated from observed gravity values.
 PU1763
 PU1763;                    North         East    Units  Estimated Accuracy
 PU1763;SPC SD N     -   108,870.      295,060.      MT  (+/- 180 meters Scaled)
 PU1763
 PU1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK908555(NAD 83)
 PU1763
 PU1763                          SUPERSEDED SURVEY CONTROL
 PU1763
 PU1763  NAVD 88 (06/15/91)  979.783  (m)         3214.50   (f) SUPERSEDED  1 2
 PU1763  NGVD 29 (??/??/92)  979.300  (m)         3212.92   (f) ADJ UNCH    1 2
 PU1763
 PU1763.Superseded values are not recommended for survey control.
 PU1763
 PU1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1763.See file dsdata.pdf to determine how the superseded data were derived.
 PU1763
 PU1763_MARKER: DB = BENCH MARK DISK
 PU1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1763_STAMPING: V 368 1962
 PU1763_MARK LOGO: CGS
 PU1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1763+STABILITY: SURFACE MOTION
 PU1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1763+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1763
 PU1763  HISTORY     - Date     Condition        Report By
 PU1763  HISTORY     - 1962     MONUMENTED       CGS
 PU1763  HISTORY     - 19980920 GOOD             NGS
 PU1763
 PU1763                          STATION DESCRIPTION
 PU1763
 PU1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1763'5.5 MI N FROM BELLE FOURCHE.
 PU1763'ABOUT 5.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1763'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 14,
 PU1763'T 9 N, R 2 E, 95 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1763'61 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE,
 PU1763'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1763'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 PU1763
 PU1763                          STATION RECOVERY (1998)
 PU1763
 PU1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1763'7.5 KM (4.65 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1763'U.S. HIGHWAY 212 IN BELLE FOURCHE, 383.0 M (1256.6 FT) NORTH OF
 PU1763'MILEPOST 61, 99.6 M (326.8 FT) EAST OF THE HIGHWAY CENTERLINE, 69.6 M
 PU1763'(228.3 FT) EAST OF A WITNESS POST AND FENCE, 46.0 M (150.9 FT) NORTH
 PU1763'OF A UTILITY POLE, 45.0 M (147.6 FT) SOUTH OF A UTILITY POLE, 26.6 M
 PU1763'(87.3 FT) EAST OF THE CENTER OF AN OLD HIGHWAY GRADE, 6.0 M (19.7 FT)
 PU1763'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PU1763'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 PU1763'BY KUDLOCK RANCH, HC 64, BOX 34, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1838 ***********************************************************************
 PU1838  DESIGNATION -  V 369
 PU1838  PID         -  PU1838
 PU1838  STATE/COUNTY-  SD/BUTTE
 PU1838  COUNTRY     -  US
 PU1838  USGS QUAD   -  MUD BUTTES NW (2017)
 PU1838
 PU1838                         *CURRENT SURVEY CONTROL
 PU1838  ______________________________________________________________________
 PU1838* NAD 83(1986) POSITION- 44 57 12.     (N) 103 52 59.     (W)   SCALED
 PU1838* NAVD 88 ORTHO HEIGHT -   961.268 (meters)     3153.76  (feet) ADJUSTED
 PU1838  ______________________________________________________________________
 PU1838  GEOID HEIGHT    -        -15.782 (meters)                     GEOID18
 PU1838  DYNAMIC HEIGHT  -        961.016 (meters)     3152.93  (feet) COMP
 PU1838  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 PU1838
 PU1838  VERT ORDER      -  SECOND    CLASS 0
 PU1838
 PU1838.The horizontal coordinates were scaled from a map and have
 PU1838.an estimated accuracy of +/- 6 seconds.
 PU1838
 PU1838.The orthometric height was determined by differential leveling and
 PU1838.adjusted by the NATIONAL GEODETIC SURVEY
 PU1838.in June 1991.
 PU1838
 PU1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1838.GEOID18 height accuracy estimate available here.
 PU1838
 PU1838.Click photographs - Photos may exist for this station.
 PU1838
 PU1838.The dynamic height is computed by dividing the NAVD 88
 PU1838.geopotential number by the normal gravity value computed on the
 PU1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1838.degrees latitude (g = 980.6199 gals.).
 PU1838
 PU1838.The modeled gravity was interpolated from observed gravity values.
 PU1838
 PU1838;                    North         East    Units  Estimated Accuracy
 PU1838;SPC SD N     -   131,800.      293,720.      MT  (+/- 180 meters Scaled)
 PU1838
 PU1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK881783(NAD 83)
 PU1838
 PU1838                          SUPERSEDED SURVEY CONTROL
 PU1838
 PU1838  NGVD 29 (??/??/92)  960.777  (m)         3152.15   (f) ADJ UNCH    2 0
 PU1838
 PU1838.Superseded values are not recommended for survey control.
 PU1838
 PU1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1838.See file dsdata.pdf to determine how the superseded data were derived.
 PU1838
 PU1838_MARKER: DB = BENCH MARK DISK
 PU1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1838_STAMPING: V 369 1962
 PU1838_MARK LOGO: CGS
 PU1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1838+STABILITY: SURFACE MOTION
 PU1838
 PU1838  HISTORY     - Date     Condition        Report By
 PU1838  HISTORY     - 1962     MONUMENTED       CGS
 PU1838
 PU1838                          STATION DESCRIPTION
 PU1838
 PU1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1838'21.4 MI NW FROM BELLE FOURCHE.
 PU1838'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1838'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE
 PU1838'8.15 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.8 MILE SOUTHWEST
 PU1838'ALONG A TRAIL ROAD, IN SECTION 33, T 12 N, R 2 E, 55 FEET
 PU1838'SOUTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 2.0 FEET
 PU1838'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL,
 PU1838'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0228 ***********************************************************************
 OS0228  DESIGNATION -  V 37
 OS0228  PID         -  OS0228
 OS0228  STATE/COUNTY-  SD/MELLETTE
 OS0228  COUNTRY     -  US
 OS0228  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0228
 OS0228                         *CURRENT SURVEY CONTROL
 OS0228  ______________________________________________________________________
 OS0228* NAD 83(1986) POSITION- 43 34 09.     (N) 100 44 34.     (W)   SCALED
 OS0228* NAVD 88 ORTHO HEIGHT -   651.570 (meters)     2137.69  (feet) ADJUSTED
 OS0228  ______________________________________________________________________
 OS0228  GEOID HEIGHT    -        -23.929 (meters)                     GEOID18
 OS0228  DYNAMIC HEIGHT  -        651.334 (meters)     2136.92  (feet) COMP
 OS0228  MODELED GRAVITY -    980,237.7   (mgal)                       NAVD 88
 OS0228
 OS0228  VERT ORDER      -  FIRST     CLASS II
 OS0228
 OS0228.The horizontal coordinates were scaled from a map and have
 OS0228.an estimated accuracy of +/- 6 seconds.
 OS0228
 OS0228.The orthometric height was determined by differential leveling and
 OS0228.adjusted by the NATIONAL GEODETIC SURVEY
 OS0228.in June 1991.
 OS0228
 OS0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0228.GEOID18 height accuracy estimate available here.
 OS0228
 OS0228.Click photographs - Photos may exist for this station.
 OS0228
 OS0228.The dynamic height is computed by dividing the NAVD 88
 OS0228.geopotential number by the normal gravity value computed on the
 OS0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0228.degrees latitude (g = 980.6199 gals.).
 OS0228
 OS0228.The modeled gravity was interpolated from observed gravity values.
 OS0228
 OS0228;                    North         East    Units  Estimated Accuracy
 OS0228;SPC SD S     -   137,370.      566,930.      MT  (+/- 180 meters Scaled)
 OS0228
 OS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP592254(NAD 83)
 OS0228
 OS0228                          SUPERSEDED SURVEY CONTROL
 OS0228
 OS0228  NGVD 29 (??/??/92)  651.146  (m)         2136.30   (f) ADJ UNCH    1 2
 OS0228
 OS0228.Superseded values are not recommended for survey control.
 OS0228
 OS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0228.See file dsdata.pdf to determine how the superseded data were derived.
 OS0228
 OS0228_MARKER: DB = BENCH MARK DISK
 OS0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0228_STAMPING: V 37 1933
 OS0228_MARK LOGO: CGS
 OS0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0228+STABILITY: SURFACE MOTION
 OS0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0228+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0228
 OS0228  HISTORY     - Date     Condition        Report By
 OS0228  HISTORY     - 1933     MONUMENTED       CGS
 OS0228  HISTORY     - 1934     GOOD             CGS
 OS0228  HISTORY     - 19920721 GOOD             NGS
 OS0228  HISTORY     - 20010514 MARK NOT FOUND   INDIV
 OS0228
 OS0228                          STATION DESCRIPTION
 OS0228
 OS0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0228'AT WHITE RIVER.
 OS0228'AT WHITE RIVER, MELLETTE COUNTY, AT THE SOUTHEAST CORNER OF THE
 OS0228'COUNTY COURTHOUSE YARD, 29 YARDS EAST OF THE EAST SIDE OF THE
 OS0228'COURTHOUSE, 3 YARDS WEST OF THE END OF THE CONCRETE WALK AND
 OS0228'CORNER FENCE POST, AND 1 FOOT NORTH OF THE WALK.  A STANDARD DISK,
 OS0228'STAMPED V 37 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0228
 OS0228                          STATION RECOVERY (1992)
 OS0228
 OS0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0228'IN WHITE RIVER, AT THE INTERSECTION OF SOUTH 1ST STREET AND SOUTH
 OS0228'MCKINLEY AVENUE, 16.3 M (53.5 FT) WEST OF THE CENTER OF THE AVENUE,
 OS0228'13.7 M (44.9 FT) NORTH OF THE CENTER OF THE STREET, 6.7 M (22.0 FT)
 OS0228'WEST OF A FIRE HYDRANT, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET,
 OS0228'AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 OS0228'NOTE--THE MONUMENT HAS BEEN CHIPPED BUT IS STILL SOLID IN PLACE.
 OS0228
 OS0228                          STATION RECOVERY (2001)
 OS0228
 OS0228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAN)
 OS0228'RECOVERED THE DISK IN A PIECE OF CONCRETE APPROX. 0.67' THICK FROM
 OS0228'NEXT TO THE FIRE HYDRANT ON THE WHITE RIVER COURT HOUSE GROUNDS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0798 ***********************************************************************
 OS0798  DESIGNATION -  V 370 RESET
 OS0798  PID         -  OS0798
 OS0798  STATE/COUNTY-  SD/JACKSON
 OS0798  COUNTRY     -  US
 OS0798  USGS QUAD   -  BELVIDERE (2017)
 OS0798
 OS0798                         *CURRENT SURVEY CONTROL
 OS0798  ______________________________________________________________________
 OS0798* NAD 83(1986) POSITION- 43 51 53.     (N) 101 17 02.     (W)   SCALED
 OS0798* NAVD 88 ORTHO HEIGHT -   713.08  (meters)     2339.5   (feet) RESET
 OS0798  ______________________________________________________________________
 OS0798  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 OS0798  VERT ORDER      -  THIRD
 OS0798
 OS0798.The horizontal coordinates were scaled from a map and have
 OS0798.an estimated accuracy of +/- 6 seconds.
 OS0798
 OS0798.The orthometric height was computed from unverified reset data.
 OS0798
 OS0798.No vertical observational check was made to the station.
 OS0798
 OS0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0798.GEOID18 height accuracy estimate available here.
 OS0798
 OS0798.Click photographs - Photos may exist for this station.
 OS0798
 OS0798;                    North         East    Units  Estimated Accuracy
 OS0798;SPC SD S     -   170,560.      523,600.      MT  (+/- 180 meters Scaled)
 OS0798
 OS0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP164593(NAD 83)
 OS0798
 OS0798                          SUPERSEDED SURVEY CONTROL
 OS0798
 OS0798  NGVD 29 (04/17/07)  712.61   (m)         2338.0    (f) RESET       3  
 OS0798
 OS0798.Superseded values are not recommended for survey control.
 OS0798
 OS0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0798.See file dsdata.pdf to determine how the superseded data were derived.
 OS0798
 OS0798_MARKER: DV = VERTICAL CONTROL DISK
 OS0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0798_STAMPING: V 370 RESET 1988
 OS0798_MARK LOGO: NGS
 OS0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0798+STABILITY: SURFACE MOTION
 OS0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0798+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OS0798
 OS0798  HISTORY     - Date     Condition        Report By
 OS0798  HISTORY     - 1988     MONUMENTED       NGS
 OS0798
 OS0798                          STATION DESCRIPTION
 OS0798
 OS0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OS0798'1.0 KM (0.60 MI) WEST ALONG A COUNTY ROAD THAT PARALLELS INTERSTATE
 OS0798'HIGHWAY 90 ON THE NORTH SIDE OF 90, FROM ITS JUNCTION WITH 90,
 OS0798'THEN 2.4 KM (1.50 MI) NORTH ALONG A COUNTY ROAD, 0.6 M (2.0 FT)
 OS0798'SOUTH OF A SECTION LINE FENCE, 0.6 M (2.0 FT) EAST FROM A WITNESS
 OS0798'POST, 8.2 M (26.9 FT) WEST FROM A FENCE CORNER, 18.3 M (60.0 FT)
 OS0798'WEST FROM THE CENTER OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0368 ***********************************************************************
 OS0368  DESIGNATION -  V 371
 OS0368  PID         -  OS0368
 OS0368  STATE/COUNTY-  SD/JACKSON
 OS0368  COUNTRY     -  US
 OS0368  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0368
 OS0368                         *CURRENT SURVEY CONTROL
 OS0368  ______________________________________________________________________
 OS0368* NAD 83(1986) POSITION- 43 58 34.     (N) 101 39 40.     (W)   SCALED
 OS0368* NAVD 88 ORTHO HEIGHT -   714.849 (meters)     2345.30  (feet) ADJUSTED
 OS0368  ______________________________________________________________________
 OS0368  GEOID HEIGHT    -        -21.109 (meters)                     GEOID18
 OS0368  DYNAMIC HEIGHT  -        714.631 (meters)     2344.59  (feet) COMP
 OS0368  MODELED GRAVITY -    980,289.9   (mgal)                       NAVD 88
 OS0368
 OS0368  VERT ORDER      -  FIRST     CLASS II
 OS0368
 OS0368.The horizontal coordinates were scaled from a map and have
 OS0368.an estimated accuracy of +/- 6 seconds.
 OS0368
 OS0368.The orthometric height was determined by differential leveling and
 OS0368.adjusted by the NATIONAL GEODETIC SURVEY
 OS0368.in June 1991.
 OS0368
 OS0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0368.GEOID18 height accuracy estimate available here.
 OS0368
 OS0368.Click photographs - Photos may exist for this station.
 OS0368
 OS0368.The dynamic height is computed by dividing the NAVD 88
 OS0368.geopotential number by the normal gravity value computed on the
 OS0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0368.degrees latitude (g = 980.6199 gals.).
 OS0368
 OS0368.The modeled gravity was interpolated from observed gravity values.
 OS0368
 OS0368;                    North         East    Units  Estimated Accuracy
 OS0368;SPC SD S     -   183,350.      493,470.      MT  (+/- 180 meters Scaled)
 OS0368
 OS0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP865726(NAD 83)
 OS0368
 OS0368                          SUPERSEDED SURVEY CONTROL
 OS0368
 OS0368  NGVD 29 (??/??/92)  714.392  (m)         2343.80   (f) ADJ UNCH    1 2
 OS0368
 OS0368.Superseded values are not recommended for survey control.
 OS0368
 OS0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0368.See file dsdata.pdf to determine how the superseded data were derived.
 OS0368
 OS0368_MARKER: DB = BENCH MARK DISK
 OS0368_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OS0368_SP_SET: BOX CULVERT WINGWALL
 OS0368_STAMPING: V 371 1962
 OS0368_MARK LOGO: CGS
 OS0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0368+STABILITY: SURFACE MOTION
 OS0368
 OS0368  HISTORY     - Date     Condition        Report By
 OS0368  HISTORY     - 1962     MONUMENTED       CGS
 OS0368
 OS0368                          STATION DESCRIPTION
 OS0368
 OS0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0368'4.8 MI S FROM PHILIP.
 OS0368'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND
 OS0368'NORTH WESTERN RAILROAD STATION AT PHILIP, THENCE 2.85 MILES
 OS0368'SOUTH ALONG THE ABANDONED HIGHWAY 73 ROAD BED, OR 4.7 MILES
 OS0368'SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO AND NORTH WESTERN
 OS0368'RAILROAD STATION AT PHILIP, AT THE JUNCTION OF HIGHWAY 73 AND
 OS0368'THE ABANDONED HIGHWAY 73, 325 FEET NORTHWEST OF THE CENTER OF THE
 OS0368'JUNCTION OF THE HIGHWAYS, 20 FEET EAST OF THE CENTERLINE OF THE
 OS0368'ABANDONED HIGHWAY, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OS0368'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 OS0368'NORTHEAST WINGWALL OF A 6X6-FOOT BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0304 ***********************************************************************
 OS0304  DESIGNATION -  V 372
 OS0304  PID         -  OS0304
 OS0304  STATE/COUNTY-  SD/JACKSON
 OS0304  COUNTRY     -  US
 OS0304  USGS QUAD   -  BELVIDERE SW (2017)
 OS0304
 OS0304                         *CURRENT SURVEY CONTROL
 OS0304  ______________________________________________________________________
 OS0304* NAD 83(1986) POSITION- 43 51 16.     (N) 101 27 45.     (W)   SCALED
 OS0304* NAVD 88 ORTHO HEIGHT -   733.718 (meters)     2407.21  (feet) ADJUSTED
 OS0304  ______________________________________________________________________
 OS0304  GEOID HEIGHT    -        -21.806 (meters)                     GEOID18
 OS0304  DYNAMIC HEIGHT  -        733.480 (meters)     2406.43  (feet) COMP
 OS0304  MODELED GRAVITY -    980,270.6   (mgal)                       NAVD 88
 OS0304
 OS0304  VERT ORDER      -  FIRST     CLASS II
 OS0304
 OS0304.The horizontal coordinates were scaled from a map and have
 OS0304.an estimated accuracy of +/- 6 seconds.
 OS0304
 OS0304.The orthometric height was determined by differential leveling and
 OS0304.adjusted by the NATIONAL GEODETIC SURVEY
 OS0304.in June 1991.
 OS0304
 OS0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0304.GEOID18 height accuracy estimate available here.
 OS0304
 OS0304.Click photographs - Photos may exist for this station.
 OS0304
 OS0304.The dynamic height is computed by dividing the NAVD 88
 OS0304.geopotential number by the normal gravity value computed on the
 OS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0304.degrees latitude (g = 980.6199 gals.).
 OS0304
 OS0304.The modeled gravity was interpolated from observed gravity values.
 OS0304
 OS0304;                    North         East    Units  Estimated Accuracy
 OS0304;SPC SD S     -   169,600.      509,220.      MT  (+/- 180 meters Scaled)
 OS0304
 OS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP020586(NAD 83)
 OS0304
 OS0304                          SUPERSEDED SURVEY CONTROL
 OS0304
 OS0304  NGVD 29 (??/??/92)  733.244  (m)         2405.65   (f) ADJ UNCH    1 2
 OS0304
 OS0304.Superseded values are not recommended for survey control.
 OS0304
 OS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0304.See file dsdata.pdf to determine how the superseded data were derived.
 OS0304
 OS0304_MARKER: DB = BENCH MARK DISK
 OS0304_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OS0304+WITH SETTING: PAVEMENT
 OS0304_SP_SET: CONCRETE BASE
 OS0304_STAMPING: V 372 1962
 OS0304_MARK LOGO: CGS
 OS0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0304+STABILITY: SURFACE MOTION
 OS0304
 OS0304  HISTORY     - Date     Condition        Report By
 OS0304  HISTORY     - 1962     MONUMENTED       CGS
 OS0304  HISTORY     - 1985     GOOD             NGS
 OS0304
 OS0304                          STATION DESCRIPTION
 OS0304
 OS0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0304'3.1 MI NE FROM KADOKA.
 OS0304'ABOUT 1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0304'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, THENCE
 OS0304'1.0 MILE EAST ALONG U.S. HIGHWAY 16, THENCE 0.4 MILE NORTH ALONG
 OS0304'A GRAVELED ROAD, 62 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OS0304'103 FEET SOUTH OF A POWER POLE, 27 1/2 FEET EAST OF A FENCE,
 OS0304'0.4 FEET WEST OF WEST EDGE OF CONCRETE CYLINDER, ABOUT LEVEL
 OS0304'WITH THE ROAD, AND SET IN THE BASE OF AN 18-INCH CONCRETE
 OS0304'CYLINDER, FLUSH WITH THE GROUND, AND PROJECTING 5 FEET.
 OS0304
 OS0304                          STATION RECOVERY (1985)
 OS0304
 OS0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0304'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0304'NEW DESCRIPTION FOLLOWS.  0.55 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY
 OS0304'73 SOUTH FROM THE JUNCTION OF I-90 AT KADOKA, THENCE 3.5 KM (2.2 MI)
 OS0304'EAST ALONG OLD US HIGHWAY 16, THENCE 0.4 KM (0.25 MI) NORTH ALONG A
 OS0304'PAVED ROAD, THENCE 1.6 KM (1.0 MI) EAST ALONG THE NORTH I-90 FRONTAGE
 OS0304'ROAD, THENCE 0.45 KM (0.3 MI) NORTH ALONG A DIRT ROAD, IN THE WEST
 OS0304'EDGE OF THE CONCRETE BASE OF A 18-INCH IN DIAMETER CONCRETE THEODOLITE
 OS0304'PEDESTAL PROJECTING 5-FEET, 18.9 METERS (62 FT) EAST OF THE CENTER OF
 OS0304'THE ROAD, 32.9 METERS (108 FT) SOUTH OF THE 1ST POLE SOUTH OF A POWER
 OS0304'LINE T JUNCTION AND 8.4 METERS (27.5 FT) EAST OF A FENCE.
 OS0304'THE MARK IS 0.7 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0387 ***********************************************************************
 PU0387  DESIGNATION -  V 373
 PU0387  PID         -  PU0387
 PU0387  STATE/COUNTY-  SD/PENNINGTON
 PU0387  COUNTRY     -  US
 PU0387  USGS QUAD   -  PEDRO (2017)
 PU0387
 PU0387                         *CURRENT SURVEY CONTROL
 PU0387  ______________________________________________________________________
 PU0387* NAD 83(1986) POSITION- 44 28 01.     (N) 102 01 40.     (W)   SCALED
 PU0387* NAVD 88 ORTHO HEIGHT -   719.847 (meters)     2361.70  (feet) ADJUSTED
 PU0387  ______________________________________________________________________
 PU0387  GEOID HEIGHT    -        -19.937 (meters)                     GEOID18
 PU0387  DYNAMIC HEIGHT  -        719.676 (meters)     2361.14  (feet) COMP
 PU0387  MODELED GRAVITY -    980,356.2   (mgal)                       NAVD 88
 PU0387
 PU0387  VERT ORDER      -  SECOND    CLASS 0
 PU0387
 PU0387.The horizontal coordinates were scaled from a map and have
 PU0387.an estimated accuracy of +/- 6 seconds.
 PU0387
 PU0387.The orthometric height was determined by differential leveling and
 PU0387.adjusted by the NATIONAL GEODETIC SURVEY
 PU0387.in June 1991.
 PU0387
 PU0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0387.GEOID18 height accuracy estimate available here.
 PU0387
 PU0387.Click photographs - Photos may exist for this station.
 PU0387
 PU0387.The dynamic height is computed by dividing the NAVD 88
 PU0387.geopotential number by the normal gravity value computed on the
 PU0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0387.degrees latitude (g = 980.6199 gals.).
 PU0387
 PU0387.The modeled gravity was interpolated from observed gravity values.
 PU0387
 PU0387;                    North         East    Units  Estimated Accuracy
 PU0387;SPC SD S     -   238,410.      465,170.      MT  (+/- 180 meters Scaled)
 PU0387
 PU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK364280(NAD 83)
 PU0387
 PU0387                          SUPERSEDED SURVEY CONTROL
 PU0387
 PU0387  NGVD 29 (??/??/92)  719.399  (m)         2360.23   (f) ADJ UNCH    2 0
 PU0387
 PU0387.Superseded values are not recommended for survey control.
 PU0387
 PU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0387.See file dsdata.pdf to determine how the superseded data were derived.
 PU0387
 PU0387_MARKER: DB = BENCH MARK DISK
 PU0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0387_STAMPING: V 373 1962
 PU0387_MARK LOGO: CGS
 PU0387_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0387+STABILITY: SURFACE MOTION
 PU0387
 PU0387  HISTORY     - Date     Condition        Report By
 PU0387  HISTORY     - 1962     MONUMENTED       CGS
 PU0387
 PU0387                          STATION DESCRIPTION
 PU0387
 PU0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0387'8.6 MI NE FROM PEDRO.
 PU0387'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0387'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0387'7.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 14,
 PU0387'T 6 N, R 17 E, ABOUT 0.35 MILE WEST OF A ROAD JUNCTION, 33 FEET
 PU0387'NORTHEAST OF THE CENTER LINE OF THE ROAD, 48 FEET NORTHWEST OF
 PU0387'THE CENTER OF A WIRE GATE, 1 1/2 FEET NORTHEAST OF A FENCE,
 PU0387'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU0387'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PU0387'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0367 ***********************************************************************
 PU0367  DESIGNATION -  V 374
 PU0367  PID         -  PU0367
 PU0367  STATE/COUNTY-  SD/PENNINGTON
 PU0367  COUNTRY     -  US
 PU0367  USGS QUAD   -  PEDRO SE (2017)
 PU0367
 PU0367                         *CURRENT SURVEY CONTROL
 PU0367  ______________________________________________________________________
 PU0367* NAD 83(1986) POSITION- 44 18 39.     (N) 102 01 49.     (W)   SCALED
 PU0367* NAVD 88 ORTHO HEIGHT -   804.264 (meters)     2638.66  (feet) ADJUSTED
 PU0367  ______________________________________________________________________
 PU0367  GEOID HEIGHT    -        -19.840 (meters)                     GEOID18
 PU0367  DYNAMIC HEIGHT  -        804.042 (meters)     2637.93  (feet) COMP
 PU0367  MODELED GRAVITY -    980,315.1   (mgal)                       NAVD 88
 PU0367
 PU0367  VERT ORDER      -  SECOND    CLASS 0
 PU0367
 PU0367.The horizontal coordinates were scaled from a map and have
 PU0367.an estimated accuracy of +/- 6 seconds.
 PU0367
 PU0367.The orthometric height was determined by differential leveling and
 PU0367.adjusted by the NATIONAL GEODETIC SURVEY
 PU0367.in June 1991.
 PU0367
 PU0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0367.GEOID18 height accuracy estimate available here.
 PU0367
 PU0367.Click photographs - Photos may exist for this station.
 PU0367
 PU0367.The dynamic height is computed by dividing the NAVD 88
 PU0367.geopotential number by the normal gravity value computed on the
 PU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0367.degrees latitude (g = 980.6199 gals.).
 PU0367
 PU0367.The modeled gravity was interpolated from observed gravity values.
 PU0367
 PU0367;                    North         East    Units  Estimated Accuracy
 PU0367;SPC SD S     -   221,080.      464,620.      MT  (+/- 180 meters Scaled)
 PU0367
 PU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK368106(NAD 83)
 PU0367
 PU0367                          SUPERSEDED SURVEY CONTROL
 PU0367
 PU0367  NGVD 29 (??/??/92)  803.801  (m)         2637.14   (f) ADJ UNCH    2 0
 PU0367
 PU0367.Superseded values are not recommended for survey control.
 PU0367
 PU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0367.See file dsdata.pdf to determine how the superseded data were derived.
 PU0367
 PU0367_MARKER: DB = BENCH MARK DISK
 PU0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0367_STAMPING: V 374 1962
 PU0367_MARK LOGO: CGS
 PU0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0367+STABILITY: SURFACE MOTION
 PU0367
 PU0367  HISTORY     - Date     Condition        Report By
 PU0367  HISTORY     - 1962     MONUMENTED       CGS
 PU0367
 PU0367                          STATION DESCRIPTION
 PU0367
 PU0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0367'10.2 MI NW FROM HILLAND.
 PU0367'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0367'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0367'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0367'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0367'GRAVELED ROAD, THENCE 3.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0367'IN SECTION 11, T 4 N, R 17 E, 0.1 MILE WEST OF A CATTLE GUARD,
 PU0367'40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF
 PU0367'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU0367'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0677 ***********************************************************************
 PT0677  DESIGNATION -  V 375
 PT0677  PID         -  PT0677
 PT0677  STATE/COUNTY-  SD/HAAKON
 PT0677  COUNTRY     -  US
 PT0677  USGS QUAD   -  HILLAND NW (2017)
 PT0677
 PT0677                         *CURRENT SURVEY CONTROL
 PT0677  ______________________________________________________________________
 PT0677* NAD 83(1986) POSITION- 44 23 10.     (N) 101 55 27.     (W)   SCALED
 PT0677* NAVD 88 ORTHO HEIGHT -   759.986 (meters)     2493.39  (feet) ADJUSTED
 PT0677  ______________________________________________________________________
 PT0677  GEOID HEIGHT    -        -20.198 (meters)                     GEOID18
 PT0677  DYNAMIC HEIGHT  -        759.788 (meters)     2492.74  (feet) COMP
 PT0677  MODELED GRAVITY -    980,332.1   (mgal)                       NAVD 88
 PT0677
 PT0677  VERT ORDER      -  SECOND    CLASS 0
 PT0677
 PT0677.The horizontal coordinates were scaled from a map and have
 PT0677.an estimated accuracy of +/- 6 seconds.
 PT0677
 PT0677.The orthometric height was determined by differential leveling and
 PT0677.adjusted by the NATIONAL GEODETIC SURVEY
 PT0677.in June 1991.
 PT0677
 PT0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0677.GEOID18 height accuracy estimate available here.
 PT0677
 PT0677.Click photographs - Photos may exist for this station.
 PT0677
 PT0677.The dynamic height is computed by dividing the NAVD 88
 PT0677.geopotential number by the normal gravity value computed on the
 PT0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0677.degrees latitude (g = 980.6199 gals.).
 PT0677
 PT0677.The modeled gravity was interpolated from observed gravity values.
 PT0677
 PT0677;                    North         East    Units  Estimated Accuracy
 PT0677;SPC SD S     -   229,270.      473,240.      MT  (+/- 180 meters Scaled)
 PT0677
 PT0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ670189(NAD 83)
 PT0677
 PT0677                          SUPERSEDED SURVEY CONTROL
 PT0677
 PT0677  NGVD 29 (??/??/92)  759.526  (m)         2491.88   (f) ADJ UNCH    2 0
 PT0677
 PT0677.Superseded values are not recommended for survey control.
 PT0677
 PT0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0677.See file dsdata.pdf to determine how the superseded data were derived.
 PT0677
 PT0677_MARKER: DB = BENCH MARK DISK
 PT0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0677_STAMPING: V 375 1962
 PT0677_MARK LOGO: CGS
 PT0677_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0677_ROD/PIPE-DEPTH: 3.0 meters
 PT0677
 PT0677  HISTORY     - Date     Condition        Report By
 PT0677  HISTORY     - 1962     MONUMENTED       CGS
 PT0677
 PT0677                          STATION DESCRIPTION
 PT0677
 PT0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0677'13 MI NW FROM HILLAND.
 PT0677'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0677'CEMENTERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 PT0677'ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 PT0677'1.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH
 PT0677'ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES EAST ALONG A GRADED
 PT0677'DIRT ROAD, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, OR
 PT0677'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0677'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAYS
 PT0677'73 AND 34, THENCE 17.05 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 PT0677'THENCE 2.4 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 14, T 5 N,
 PT0677'R 18 E, NEAR THE MIDDLE AND ON THE OUTSIDE OF A LONG CURVE IN THE
 PT0677'ROAD, 108 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 107
 PT0677'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 1 1/2
 PT0677'FEET SOUTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS
 PT0677'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP
 PT0677'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10
 PT0677'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2030 ***********************************************************************
 PU2030  DESIGNATION -  V 377
 PU2030  PID         -  PU2030
 PU2030  STATE/COUNTY-  SD/BUTTE
 PU2030  COUNTRY     -  US
 PU2030  USGS QUAD   -  NISLAND (2017)
 PU2030
 PU2030                         *CURRENT SURVEY CONTROL
 PU2030  ______________________________________________________________________
 PU2030* NAD 83(1986) POSITION- 44 39 44.     (N) 103 35 15.     (W)   SCALED
 PU2030* NAVD 88 ORTHO HEIGHT -   877.439 (meters)     2878.73  (feet) ADJUSTED
 PU2030  ______________________________________________________________________
 PU2030  GEOID HEIGHT    -        -15.885 (meters)                     GEOID18
 PU2030  DYNAMIC HEIGHT  -        877.204 (meters)     2877.96  (feet) COMP
 PU2030  MODELED GRAVITY -    980,319.8   (mgal)                       NAVD 88
 PU2030
 PU2030  VERT ORDER      -  SECOND    CLASS 0
 PU2030
 PU2030.The horizontal coordinates were scaled from a map and have
 PU2030.an estimated accuracy of +/- 6 seconds.
 PU2030
 PU2030.The orthometric height was determined by differential leveling and
 PU2030.adjusted by the NATIONAL GEODETIC SURVEY
 PU2030.in June 1991.
 PU2030
 PU2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2030.GEOID18 height accuracy estimate available here.
 PU2030
 PU2030.Click photographs - Photos may exist for this station.
 PU2030
 PU2030.The dynamic height is computed by dividing the NAVD 88
 PU2030.geopotential number by the normal gravity value computed on the
 PU2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2030.degrees latitude (g = 980.6199 gals.).
 PU2030
 PU2030.The modeled gravity was interpolated from observed gravity values.
 PU2030
 PU2030;                    North         East    Units  Estimated Accuracy
 PU2030;SPC SD N     -    98,410.      315,580.      MT  (+/- 180 meters Scaled)
 PU2030
 PU2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK119463(NAD 83)
 PU2030
 PU2030                          SUPERSEDED SURVEY CONTROL
 PU2030
 PU2030  NGVD 29 (??/??/92)  876.951  (m)         2877.13   (f) ADJ UNCH    2 0
 PU2030
 PU2030.Superseded values are not recommended for survey control.
 PU2030
 PU2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2030.See file dsdata.pdf to determine how the superseded data were derived.
 PU2030
 PU2030_MARKER: DB = BENCH MARK DISK
 PU2030_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU2030_STAMPING: V 377 1962
 PU2030_MARK LOGO: CGS
 PU2030_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2030
 PU2030  HISTORY     - Date     Condition        Report By
 PU2030  HISTORY     - 1962     MONUMENTED       CGS
 PU2030
 PU2030                          STATION DESCRIPTION
 PU2030
 PU2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2030'2.6 MI SW FROM NISLAND.
 PU2030'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2030'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 1.6 MILE WEST
 PU2030'ALONG A GRAVELED ROAD, AT THE INTERSECTION OF A ROAD, 44 FEET
 PU2030'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 41 FEET EAST
 PU2030'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 88 FEET EAST AND
 PU2030'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A FENCE AROUND
 PU2030'A SET OF TRANSFORMERS, 21 FEET SOUTHEAST OF POWER POLE 293,
 PU2030'3 1/2 FEET EAST OF TELEPHONE POLE 8, 1.0 FOOT SOUTH OF A FENCE, 1.2
 PU2030'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK
 PU2030'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN AT A DEPTH
 PU2030'OF 14 1/2 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN
 PU2030'A 6-INCH TILE PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0560 ***********************************************************************
 PU0560  DESIGNATION -  V 378
 PU0560  PID         -  PU0560
 PU0560  STATE/COUNTY-  SD/PENNINGTON
 PU0560  COUNTRY     -  US
 PU0560  USGS QUAD   -  RAINY CREEK (2017)
 PU0560
 PU0560                         *CURRENT SURVEY CONTROL
 PU0560  ______________________________________________________________________
 PU0560* NAD 83(1986) POSITION- 44 14 25.     (N) 102 07 39.     (W)   SCALED
 PU0560* NAVD 88 ORTHO HEIGHT -   771.305 (meters)     2530.52  (feet) ADJUSTED
 PU0560  ______________________________________________________________________
 PU0560  GEOID HEIGHT    -        -19.519 (meters)                     GEOID18
 PU0560  DYNAMIC HEIGHT  -        771.092 (meters)     2529.82  (feet) COMP
 PU0560  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 PU0560
 PU0560  VERT ORDER      -  SECOND    CLASS 0
 PU0560
 PU0560.The horizontal coordinates were scaled from a map and have
 PU0560.an estimated accuracy of +/- 6 seconds.
 PU0560
 PU0560.The orthometric height was determined by differential leveling and
 PU0560.adjusted by the NATIONAL GEODETIC SURVEY
 PU0560.in June 1991.
 PU0560
 PU0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0560.GEOID18 height accuracy estimate available here.
 PU0560
 PU0560.Click photographs - Photos may exist for this station.
 PU0560
 PU0560.The dynamic height is computed by dividing the NAVD 88
 PU0560.geopotential number by the normal gravity value computed on the
 PU0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0560.degrees latitude (g = 980.6199 gals.).
 PU0560
 PU0560.The modeled gravity was interpolated from observed gravity values.
 PU0560
 PU0560;                    North         East    Units  Estimated Accuracy
 PU0560;SPC SD S     -   213,400.      456,700.      MT  (+/- 180 meters Scaled)
 PU0560
 PU0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK293025(NAD 83)
 PU0560
 PU0560                          SUPERSEDED SURVEY CONTROL
 PU0560
 PU0560  NGVD 29 (??/??/92)  770.850  (m)         2529.03   (f) ADJ UNCH    2 0
 PU0560
 PU0560.Superseded values are not recommended for survey control.
 PU0560
 PU0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0560.See file dsdata.pdf to determine how the superseded data were derived.
 PU0560
 PU0560_MARKER: DB = BENCH MARK DISK
 PU0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0560_STAMPING: V 378 1962
 PU0560_MARK LOGO: CGS
 PU0560_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0560+STABILITY: SURFACE MOTION
 PU0560
 PU0560  HISTORY     - Date     Condition        Report By
 PU0560  HISTORY     - 1962     MONUMENTED       CGS
 PU0560
 PU0560                          STATION DESCRIPTION
 PU0560
 PU0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0560'5.1 MI E FROM CREIGHTON.
 PU0560'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0560'AND SERVICE STATION AT CREIGHTEN, THENCE 3.05 MILES EAST ALONG
 PU0560'A GRAVELED ROAD, THENCE 1.05 MILES EAST ALONG A TRACK ROAD, AT A
 PU0560'LONG CURVE IN THE ROAD, 149 FEET SOUTHEAST OF THE CENTER LINE
 PU0560'OF THE ROAD, 85 1/2 FEET NORTH-NORTHEAST OF A POWER POLE, 29 FEET
 PU0560'NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 1.7 FEET
 PU0560'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 PU0560'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0560'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0535 ***********************************************************************
 PU0535  DESIGNATION -  V 379
 PU0535  PID         -  PU0535
 PU0535  STATE/COUNTY-  SD/HAAKON
 PU0535  COUNTRY     -  US
 PU0535  USGS QUAD   -  ELM CREEK RANCH (2017)
 PU0535
 PU0535                         *CURRENT SURVEY CONTROL
 PU0535  ______________________________________________________________________
 PU0535* NAD 83(1986) POSITION- 44 06 36.     (N) 102 00 27.     (W)   SCALED
 PU0535* NAVD 88 ORTHO HEIGHT -   777.342 (meters)     2550.33  (feet) ADJUSTED
 PU0535  ______________________________________________________________________
 PU0535  GEOID HEIGHT    -        -19.839 (meters)                     GEOID18
 PU0535  DYNAMIC HEIGHT  -        777.115 (meters)     2549.58  (feet) COMP
 PU0535  MODELED GRAVITY -    980,300.0   (mgal)                       NAVD 88
 PU0535
 PU0535  VERT ORDER      -  SECOND    CLASS 0
 PU0535
 PU0535.The horizontal coordinates were scaled from a map and have
 PU0535.an estimated accuracy of +/- 6 seconds.
 PU0535
 PU0535.The orthometric height was determined by differential leveling and
 PU0535.adjusted by the NATIONAL GEODETIC SURVEY
 PU0535.in June 1991.
 PU0535
 PU0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0535.GEOID18 height accuracy estimate available here.
 PU0535
 PU0535.Click photographs - Photos may exist for this station.
 PU0535
 PU0535.The dynamic height is computed by dividing the NAVD 88
 PU0535.geopotential number by the normal gravity value computed on the
 PU0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0535.degrees latitude (g = 980.6199 gals.).
 PU0535
 PU0535.The modeled gravity was interpolated from observed gravity values.
 PU0535
 PU0535;                    North         East    Units  Estimated Accuracy
 PU0535;SPC SD S     -   198,730.      465,990.      MT  (+/- 180 meters Scaled)
 PU0535
 PU0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ394884(NAD 83)
 PU0535
 PU0535                          SUPERSEDED SURVEY CONTROL
 PU0535
 PU0535  NGVD 29 (??/??/92)  776.884  (m)         2548.83   (f) ADJ UNCH    2 0
 PU0535
 PU0535.Superseded values are not recommended for survey control.
 PU0535
 PU0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0535.See file dsdata.pdf to determine how the superseded data were derived.
 PU0535
 PU0535_MARKER: DB = BENCH MARK DISK
 PU0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0535_STAMPING: V 379 1962
 PU0535_MARK LOGO: CGS
 PU0535_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0535+STABILITY: SURFACE MOTION
 PU0535
 PU0535  HISTORY     - Date     Condition        Report By
 PU0535  HISTORY     - 1962     MONUMENTED       CGS
 PU0535
 PU0535                          STATION DESCRIPTION
 PU0535
 PU0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0535'14.8 MI NE FROM QUINN.
 PU0535'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 PU0535'AT QUINN, THENCE 6.05 MILES EAST ALONG A GRAVELED ROAD, 0.2
 PU0535'MILE EAST OF A HOUSE, 40 FEET SOUTH OF THE CENTER LINE OF THE
 PU0535'ROAD, 26 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD, 7.8 FEET
 PU0535'SOUTH OF A POWER POLE, 1.6 FEET NORTHEAST OF A METAL WITNESS
 PU0535'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 PU0535'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0509 ***********************************************************************
 PU0509  DESIGNATION -  V 380
 PU0509  PID         -  PU0509
 PU0509  STATE/COUNTY-  SD/PENNINGTON
 PU0509  COUNTRY     -  US
 PU0509  USGS QUAD   -  WASTA NW (2017)
 PU0509
 PU0509                         *CURRENT SURVEY CONTROL
 PU0509  ______________________________________________________________________
 PU0509* NAD 83(1986) POSITION- 44 10 56.     (N) 102 22 54.     (W)   SCALED
 PU0509* NAVD 88 ORTHO HEIGHT -   756.027 (meters)     2480.40  (feet) ADJUSTED
 PU0509  ______________________________________________________________________
 PU0509  GEOID HEIGHT    -        -18.814 (meters)                     GEOID18
 PU0509  DYNAMIC HEIGHT  -        755.817 (meters)     2479.71  (feet) COMP
 PU0509  MODELED GRAVITY -    980,314.8   (mgal)                       NAVD 88
 PU0509
 PU0509  VERT ORDER      -  SECOND    CLASS 0
 PU0509
 PU0509.The horizontal coordinates were scaled from a map and have
 PU0509.an estimated accuracy of +/- 6 seconds.
 PU0509
 PU0509.The orthometric height was determined by differential leveling and
 PU0509.adjusted by the NATIONAL GEODETIC SURVEY
 PU0509.in June 1991.
 PU0509
 PU0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0509.GEOID18 height accuracy estimate available here.
 PU0509
 PU0509.Click photographs - Photos may exist for this station.
 PU0509
 PU0509.The dynamic height is computed by dividing the NAVD 88
 PU0509.geopotential number by the normal gravity value computed on the
 PU0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0509.degrees latitude (g = 980.6199 gals.).
 PU0509
 PU0509.The modeled gravity was interpolated from observed gravity values.
 PU0509
 PU0509;                    North         East    Units  Estimated Accuracy
 PU0509;SPC SD S     -   207,420.      436,240.      MT  (+/- 180 meters Scaled)
 PU0509
 PU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ092954(NAD 83)
 PU0509
 PU0509                          SUPERSEDED SURVEY CONTROL
 PU0509
 PU0509  NGVD 29 (??/??/92)  755.577  (m)         2478.92   (f) ADJ UNCH    2 0
 PU0509
 PU0509.Superseded values are not recommended for survey control.
 PU0509
 PU0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0509.See file dsdata.pdf to determine how the superseded data were derived.
 PU0509
 PU0509_MARKER: DB = BENCH MARK DISK
 PU0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0509_STAMPING: V 380 1962
 PU0509_MARK LOGO: CGS
 PU0509_PROJECTION: PROJECTING 122 CENTIMETERS
 PU0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0509+STABILITY: SURFACE MOTION
 PU0509
 PU0509  HISTORY     - Date     Condition        Report By
 PU0509  HISTORY     - 1962     MONUMENTED       CGS
 PU0509
 PU0509                          STATION DESCRIPTION
 PU0509
 PU0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0509'20.3 MI NW FROM WALL.
 PU0509'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0509'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0509'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 PU0509'2.0 MILES WEST ALONG A TRAIL ROAD, THENCE 9.8 MILES NORTHWEST
 PU0509'ALONG A GRAVELED ROAD, 0.4 MILE SOUTH OF A CATTLE GUARD, 0.15
 PU0509'MILE WEST OF A ROW OF POWER POLES, 134 FEET EAST OF THE CENTER
 PU0509'LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0509'OF THE NORTHWEST SIDE OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 PU0509'4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0092 ***********************************************************************
 OT0092  DESIGNATION -  V 381
 OT0092  PID         -  OT0092
 OT0092  STATE/COUNTY-  SD/PENNINGTON
 OT0092  COUNTRY     -  US
 OT0092  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0092
 OT0092                         *CURRENT SURVEY CONTROL
 OT0092  ______________________________________________________________________
 OT0092* NAD 83(1986) POSITION- 43 57 41.     (N) 102 20 15.     (W)   SCALED
 OT0092* NAVD 88 ORTHO HEIGHT -   896.731 (meters)     2942.03  (feet) ADJUSTED
 OT0092  ______________________________________________________________________
 OT0092  GEOID HEIGHT    -        -18.700 (meters)                     GEOID18
 OT0092  DYNAMIC HEIGHT  -        896.451 (meters)     2941.11  (feet) COMP
 OT0092  MODELED GRAVITY -    980,276.0   (mgal)                       NAVD 88
 OT0092
 OT0092  VERT ORDER      -  SECOND    CLASS 0
 OT0092
 OT0092.The horizontal coordinates were scaled from a map and have
 OT0092.an estimated accuracy of +/- 6 seconds.
 OT0092
 OT0092.The orthometric height was determined by differential leveling and
 OT0092.adjusted by the NATIONAL GEODETIC SURVEY
 OT0092.in June 1991.
 OT0092
 OT0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0092.GEOID18 height accuracy estimate available here.
 OT0092
 OT0092.Click photographs - Photos may exist for this station.
 OT0092
 OT0092.The dynamic height is computed by dividing the NAVD 88
 OT0092.geopotential number by the normal gravity value computed on the
 OT0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0092.degrees latitude (g = 980.6199 gals.).
 OT0092
 OT0092.The modeled gravity was interpolated from observed gravity values.
 OT0092
 OT0092;                    North         East    Units  Estimated Accuracy
 OT0092;SPC SD S     -   182,810.      439,180.      MT  (+/- 180 meters Scaled)
 OT0092
 OT0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136710(NAD 83)
 OT0092
 OT0092                          SUPERSEDED SURVEY CONTROL
 OT0092
 OT0092  NGVD 29 (??/??/92)  896.274  (m)         2940.53   (f) ADJ UNCH    2 0
 OT0092
 OT0092.Superseded values are not recommended for survey control.
 OT0092
 OT0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0092.See file dsdata.pdf to determine how the superseded data were derived.
 OT0092
 OT0092_MARKER: DB = BENCH MARK DISK
 OT0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0092_SP_SET: TOWER FOUNDATION
 OT0092_STAMPING: V 381 1962
 OT0092_MARK LOGO: CGS
 OT0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0092
 OT0092  HISTORY     - Date     Condition        Report By
 OT0092  HISTORY     - 1962     MONUMENTED       CGS
 OT0092
 OT0092                          STATION DESCRIPTION
 OT0092
 OT0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0092'15.2 MI SE FROM WASTA.
 OT0092'ABOUT 3.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0092'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0092'GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0092'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0092'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, THENCE
 OT0092'1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1 MILE EAST ALONG
 OT0092'A GRAVELED ROAD, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD,
 OT0092'273 FEET EAST OF THE CENTER LINE OF THE ROAD, AT A STEEL MICRO
 OT0092'WAVE TOWER, 7 FEET NORTH OF THE NORTH FACE OF A CONCRETE BLOCK
 OT0092'BUILDING, AND SET IN THE TOP AND CENTER OF A TRIANGLE SHAPED
 OT0092'CONCRETE FOUNDATION SUPPORTING THE TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0739 ***********************************************************************
 PT0739  DESIGNATION -  V 383
 PT0739  PID         -  PT0739
 PT0739  STATE/COUNTY-  SD/HAAKON
 PT0739  COUNTRY     -  US
 PT0739  USGS QUAD   -  GRINDSTONE (2017)
 PT0739
 PT0739                         *CURRENT SURVEY CONTROL
 PT0739  ______________________________________________________________________
 PT0739* NAD 83(1986) POSITION- 44 11 51.     (N) 101 54 27.     (W)   SCALED
 PT0739* NAVD 88 ORTHO HEIGHT -   776.685 (meters)     2548.17  (feet) ADJUSTED
 PT0739  ______________________________________________________________________
 PT0739  GEOID HEIGHT    -        -20.176 (meters)                     GEOID18
 PT0739  DYNAMIC HEIGHT  -        776.463 (meters)     2547.45  (feet) COMP
 PT0739  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 PT0739
 PT0739  VERT ORDER      -  SECOND    CLASS 0
 PT0739
 PT0739.The horizontal coordinates were scaled from a map and have
 PT0739.an estimated accuracy of +/- 6 seconds.
 PT0739
 PT0739.The orthometric height was determined by differential leveling and
 PT0739.adjusted by the NATIONAL GEODETIC SURVEY
 PT0739.in June 1991.
 PT0739
 PT0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0739.GEOID18 height accuracy estimate available here.
 PT0739
 PT0739.Click photographs - Photos may exist for this station.
 PT0739
 PT0739.The dynamic height is computed by dividing the NAVD 88
 PT0739.geopotential number by the normal gravity value computed on the
 PT0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0739.degrees latitude (g = 980.6199 gals.).
 PT0739
 PT0739.The modeled gravity was interpolated from observed gravity values.
 PT0739
 PT0739;                    North         East    Units  Estimated Accuracy
 PT0739;SPC SD S     -   208,290.      474,170.      MT  (+/- 180 meters Scaled)
 PT0739
 PT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP676979(NAD 83)
 PT0739
 PT0739                          SUPERSEDED SURVEY CONTROL
 PT0739
 PT0739  NGVD 29 (??/??/92)  776.223  (m)         2546.66   (f) ADJ UNCH    2 0
 PT0739
 PT0739.Superseded values are not recommended for survey control.
 PT0739
 PT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0739.See file dsdata.pdf to determine how the superseded data were derived.
 PT0739
 PT0739_MARKER: DB = BENCH MARK DISK
 PT0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0739_STAMPING: V 383 1962
 PT0739_MARK LOGO: CGS
 PT0739_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0739+STABILITY: SURFACE MOTION
 PT0739
 PT0739  HISTORY     - Date     Condition        Report By
 PT0739  HISTORY     - 1962     MONUMENTED       CGS
 PT0739
 PT0739                          STATION DESCRIPTION
 PT0739
 PT0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0739'9.5 MI SW FROM HILLAND.
 PT0739'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0739'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0739'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0739'3.0 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 24, T 3 N,
 PT0739'R 18 E, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 99 FEET
 PT0739'NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE OVER GOODMANS
 PT0739'CREEK, 25 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF
 PT0739'A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PT0739'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0739'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0113 ***********************************************************************
 OT0113  DESIGNATION -  V 384
 OT0113  PID         -  OT0113
 OT0113  STATE/COUNTY-  SD/PENNINGTON
 OT0113  COUNTRY     -  US
 OT0113  USGS QUAD   -  WALL (2017)
 OT0113
 OT0113                         *CURRENT SURVEY CONTROL
 OT0113  ______________________________________________________________________
 OT0113* NAD 83(1986) POSITION- 43 59 14.     (N) 102 10 11.     (W)   SCALED
 OT0113* NAVD 88 ORTHO HEIGHT -   825.657 (meters)     2708.84  (feet) ADJUSTED
 OT0113  ______________________________________________________________________
 OT0113  GEOID HEIGHT    -        -19.250 (meters)                     GEOID18
 OT0113  DYNAMIC HEIGHT  -        825.407 (meters)     2708.02  (feet) COMP
 OT0113  MODELED GRAVITY -    980,288.4   (mgal)                       NAVD 88
 OT0113
 OT0113  VERT ORDER      -  SECOND    CLASS 0
 OT0113
 OT0113.The horizontal coordinates were scaled from a map and have
 OT0113.an estimated accuracy of +/- 6 seconds.
 OT0113
 OT0113.The orthometric height was determined by differential leveling and
 OT0113.adjusted by the NATIONAL GEODETIC SURVEY
 OT0113.in June 1991.
 OT0113
 OT0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0113.GEOID18 height accuracy estimate available here.
 OT0113
 OT0113.Click photographs - Photos may exist for this station.
 OT0113
 OT0113.The dynamic height is computed by dividing the NAVD 88
 OT0113.geopotential number by the normal gravity value computed on the
 OT0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0113.degrees latitude (g = 980.6199 gals.).
 OT0113
 OT0113.The modeled gravity was interpolated from observed gravity values.
 OT0113
 OT0113;                    North         East    Units  Estimated Accuracy
 OT0113;SPC SD S     -   185,360.      452,700.      MT  (+/- 180 meters Scaled)
 OT0113
 OT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ269743(NAD 83)
 OT0113
 OT0113                          SUPERSEDED SURVEY CONTROL
 OT0113
 OT0113  NGVD 29 (??/??/92)  825.201  (m)         2707.35   (f) ADJ UNCH    2 0
 OT0113
 OT0113.Superseded values are not recommended for survey control.
 OT0113
 OT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0113.See file dsdata.pdf to determine how the superseded data were derived.
 OT0113
 OT0113_MARKER: DB = BENCH MARK DISK
 OT0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0113_STAMPING: V 384 1962
 OT0113_MARK LOGO: CGS
 OT0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0113+STABILITY: SURFACE MOTION
 OT0113
 OT0113  HISTORY     - Date     Condition        Report By
 OT0113  HISTORY     - 1962     MONUMENTED       CGS
 OT0113
 OT0113                          STATION DESCRIPTION
 OT0113
 OT0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0113'4 MI E FROM WALL.
 OT0113'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0113'WALL, THENCE 1.65 MILE EAST ALONG U.S. HIGHWAY 14 AND 16, THENCE
 OT0113'2.1 ALONG U.S. HIGHWAY 14 OR 0.2 MILE SOUTH ALONG MAIN STREET
 OT0113'FROM THE POST OFFICE AT QUINN, THENCE 2.25 MILES WEST ALONG U.S.
 OT0113'HIGHWAY 14 IN SECTION 2, T 1 S, R 16 E, 130 FEET SOUTH OF THE
 OT0113'CENTER LINE OF THE HIGHWAY, 108 FEET EAST-SOUTHEAST OF A POWER
 OT0113'POLE, 1 1/2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A METAL
 OT0113'WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 OT0113'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0160 ***********************************************************************
 OT0160  DESIGNATION -  V 385
 OT0160  PID         -  OT0160
 OT0160  STATE/COUNTY-  SD/PENNINGTON
 OT0160  COUNTRY     -  US
 OT0160  USGS QUAD   -  WALL NE (2017)
 OT0160
 OT0160                         *CURRENT SURVEY CONTROL
 OT0160  ______________________________________________________________________
 OT0160* NAD 83(1986) POSITION- 43 59 00.     (N) 102 07 11.     (W)   SCALED
 OT0160* NAVD 88 ORTHO HEIGHT -   791.587 (meters)     2597.07  (feet) ADJUSTED
 OT0160  ______________________________________________________________________
 OT0160  GEOID HEIGHT    -        -19.426 (meters)                     GEOID18
 OT0160  DYNAMIC HEIGHT  -        791.347 (meters)     2596.28  (feet) COMP
 OT0160  MODELED GRAVITY -    980,288.9   (mgal)                       NAVD 88
 OT0160
 OT0160  VERT ORDER      -  SECOND    CLASS 0
 OT0160
 OT0160.The horizontal coordinates were scaled from a map and have
 OT0160.an estimated accuracy of +/- 6 seconds.
 OT0160
 OT0160.The orthometric height was determined by differential leveling and
 OT0160.adjusted by the NATIONAL GEODETIC SURVEY
 OT0160.in June 1991.
 OT0160
 OT0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0160.GEOID18 height accuracy estimate available here.
 OT0160
 OT0160.Click photographs - Photos may exist for this station.
 OT0160
 OT0160.The dynamic height is computed by dividing the NAVD 88
 OT0160.geopotential number by the normal gravity value computed on the
 OT0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0160.degrees latitude (g = 980.6199 gals.).
 OT0160
 OT0160.The modeled gravity was interpolated from observed gravity values.
 OT0160
 OT0160;                    North         East    Units  Estimated Accuracy
 OT0160;SPC SD S     -   184,840.      456,700.      MT  (+/- 180 meters Scaled)
 OT0160
 OT0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ309740(NAD 83)
 OT0160
 OT0160                          SUPERSEDED SURVEY CONTROL
 OT0160
 OT0160  NGVD 29 (??/??/92)  791.130  (m)         2595.57   (f) ADJ UNCH    2 0
 OT0160
 OT0160.Superseded values are not recommended for survey control.
 OT0160
 OT0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0160.See file dsdata.pdf to determine how the superseded data were derived.
 OT0160
 OT0160_MARKER: DB = BENCH MARK DISK
 OT0160_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0160_STAMPING: V 385 1962
 OT0160_MARK LOGO: CGS
 OT0160_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0160
 OT0160  HISTORY     - Date     Condition        Report By
 OT0160  HISTORY     - 1962     MONUMENTED       CGS
 OT0160
 OT0160                          STATION DESCRIPTION
 OT0160
 OT0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0160'0.5 MI SE FROM QUINN.
 OT0160'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0160'QUINN, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0160'6, T 1 S, R 17 E, 95 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OT0160'81 FEET WEST OF THE CENTER LINE OF OLD HIGHWAY 14 LEADING SOUTH,
 OT0160'34 FEET WEST OF A POWER LINE BRACE POLE WITH GUY WIRE, 1 1/2
 OT0160'FEET NORTH OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS POST,
 OT0160'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 OT0160'COATED ROD DRIVEN TO A DEPTH OF 16 FEET AND ENCASED WITH A
 OT0160'6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0562 ***********************************************************************
 OS0562  DESIGNATION -  V 386
 OS0562  PID         -  OS0562
 OS0562  STATE/COUNTY-  SD/JACKSON
 OS0562  COUNTRY     -  US
 OS0562  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0562
 OS0562                         *CURRENT SURVEY CONTROL
 OS0562  ______________________________________________________________________
 OS0562* NAD 83(1986) POSITION- 43 55 20.     (N) 101 49 10.     (W)   SCALED
 OS0562* NAVD 88 ORTHO HEIGHT -   725.689 (meters)     2380.86  (feet) ADJUSTED
 OS0562  ______________________________________________________________________
 OS0562  GEOID HEIGHT    -        -20.501 (meters)                     GEOID18
 OS0562  DYNAMIC HEIGHT  -        725.468 (meters)     2380.14  (feet) COMP
 OS0562  MODELED GRAVITY -    980,290.3   (mgal)                       NAVD 88
 OS0562
 OS0562  VERT ORDER      -  SECOND    CLASS 0
 OS0562
 OS0562.The horizontal coordinates were scaled from a map and have
 OS0562.an estimated accuracy of +/- 6 seconds.
 OS0562
 OS0562.The orthometric height was determined by differential leveling and
 OS0562.adjusted by the NATIONAL GEODETIC SURVEY
 OS0562.in June 1991.
 OS0562
 OS0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0562.GEOID18 height accuracy estimate available here.
 OS0562
 OS0562.Click photographs - Photos may exist for this station.
 OS0562
 OS0562.The dynamic height is computed by dividing the NAVD 88
 OS0562.geopotential number by the normal gravity value computed on the
 OS0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0562.degrees latitude (g = 980.6199 gals.).
 OS0562
 OS0562.The modeled gravity was interpolated from observed gravity values.
 OS0562
 OS0562;                    North         East    Units  Estimated Accuracy
 OS0562;SPC SD S     -   177,580.      480,670.      MT  (+/- 180 meters Scaled)
 OS0562
 OS0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP736670(NAD 83)
 OS0562
 OS0562                          SUPERSEDED SURVEY CONTROL
 OS0562
 OS0562  NGVD 29 (??/??/92)  725.238  (m)         2379.39   (f) ADJ UNCH    2 0
 OS0562
 OS0562.Superseded values are not recommended for survey control.
 OS0562
 OS0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0562.See file dsdata.pdf to determine how the superseded data were derived.
 OS0562
 OS0562_MARKER: DR = REFERENCE MARK DISK
 OS0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0562_STAMPING: V 386 1962
 OS0562_MARK LOGO: CGS
 OS0562_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0562+STABILITY: SURFACE MOTION
 OS0562
 OS0562  HISTORY     - Date     Condition        Report By
 OS0562  HISTORY     - 1962     MONUMENTED       CGS
 OS0562
 OS0562                          STATION DESCRIPTION
 OS0562
 OS0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0562'7.7 MI SE FROM COTTONWOOD.
 OS0562'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0562'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0562'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 OS0562'EAST ALONG A GRADED DIRT ROAD, 30 FEET SOUTH OF THE CENTER LINE
 OS0562'OF THE ROAD, 115 FEET WEST OF A POWER POLE, 71 FEET EAST OF A
 OS0562'T FENCE LEADING SOUTH, 2 FEET NORTH OF A FENCE, 1.4 FEET EAST
 OS0562'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 OS0562'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1846 ***********************************************************************
 PU1846  DESIGNATION -  V 387
 PU1846  PID         -  PU1846
 PU1846  STATE/COUNTY-  SD/BUTTE
 PU1846  COUNTRY     -  US
 PU1846  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1846
 PU1846                         *CURRENT SURVEY CONTROL
 PU1846  ______________________________________________________________________
 PU1846* NAD 83(1986) POSITION- 44 55 19.     (N) 103 51 04.     (W)   SCALED
 PU1846* NAVD 88 ORTHO HEIGHT -   921.091 (meters)     3021.95  (feet) ADJUSTED
 PU1846  ______________________________________________________________________
 PU1846  GEOID HEIGHT    -        -15.798 (meters)                     GEOID18
 PU1846  DYNAMIC HEIGHT  -        920.851 (meters)     3021.16  (feet) COMP
 PU1846  MODELED GRAVITY -    980,324.8   (mgal)                       NAVD 88
 PU1846
 PU1846  VERT ORDER      -  SECOND    CLASS 0
 PU1846
 PU1846.The horizontal coordinates were scaled from a map and have
 PU1846.an estimated accuracy of +/- 6 seconds.
 PU1846
 PU1846.The orthometric height was determined by differential leveling and
 PU1846.adjusted by the NATIONAL GEODETIC SURVEY
 PU1846.in June 1991.
 PU1846
 PU1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1846.GEOID18 height accuracy estimate available here.
 PU1846
 PU1846.Click photographs - Photos may exist for this station.
 PU1846
 PU1846.The dynamic height is computed by dividing the NAVD 88
 PU1846.geopotential number by the normal gravity value computed on the
 PU1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1846.degrees latitude (g = 980.6199 gals.).
 PU1846
 PU1846.The modeled gravity was interpolated from observed gravity values.
 PU1846
 PU1846;                    North         East    Units  Estimated Accuracy
 PU1846;SPC SD N     -   128,200.      296,070.      MT  (+/- 180 meters Scaled)
 PU1846
 PU1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK906749(NAD 83)
 PU1846
 PU1846                          SUPERSEDED SURVEY CONTROL
 PU1846
 PU1846  NGVD 29 (??/??/92)  920.601  (m)         3020.34   (f) ADJ UNCH    2 0
 PU1846
 PU1846.Superseded values are not recommended for survey control.
 PU1846
 PU1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1846.See file dsdata.pdf to determine how the superseded data were derived.
 PU1846
 PU1846_MARKER: DB = BENCH MARK DISK
 PU1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1846_STAMPING: V 387 1962
 PU1846_MARK LOGO: CGS
 PU1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1846+STABILITY: SURFACE MOTION
 PU1846
 PU1846  HISTORY     - Date     Condition        Report By
 PU1846  HISTORY     - 1962     MONUMENTED       CGS
 PU1846
 PU1846                          STATION DESCRIPTION
 PU1846
 PU1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1846'12.4 MI N FROM BELLE FOURCHE.
 PU1846'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1846'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 5.75
 PU1846'MILES NORTH ALONG A GRAVELED ROAD, ABOUT 0.4 MILE NORTH OF
 PU1846'BRIDGE OVER SOUTH INDIAN CREEK, 53 FEET EAST OF THE CENTER
 PU1846'LINE OF THE ROAD, 12 FEET SOUTH OF CENTER OF WIRE GATE AND FIELD
 PU1846'ROAD EAST, 1 1/2 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A
 PU1846'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PU1846'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0627 ***********************************************************************
 PT0627  DESIGNATION -  V 388
 PT0627  PID         -  PT0627
 PT0627  STATE/COUNTY-  SD/HAAKON
 PT0627  COUNTRY     -  US
 PT0627  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0627
 PT0627                         *CURRENT SURVEY CONTROL
 PT0627  ______________________________________________________________________
 PT0627* NAD 83(1986) POSITION- 44 04 01.     (N) 101 56 50.     (W)   SCALED
 PT0627* NAVD 88 ORTHO HEIGHT -   827.230 (meters)     2714.00  (feet) ADJUSTED
 PT0627  ______________________________________________________________________
 PT0627  GEOID HEIGHT    -        -20.052 (meters)                     GEOID18
 PT0627  DYNAMIC HEIGHT  -        826.981 (meters)     2713.19  (feet) COMP
 PT0627  MODELED GRAVITY -    980,289.3   (mgal)                       NAVD 88
 PT0627
 PT0627  VERT ORDER      -  SECOND    CLASS 0
 PT0627
 PT0627.The horizontal coordinates were scaled from a map and have
 PT0627.an estimated accuracy of +/- 6 seconds.
 PT0627
 PT0627.The orthometric height was determined by differential leveling and
 PT0627.adjusted by the NATIONAL GEODETIC SURVEY
 PT0627.in June 1991.
 PT0627
 PT0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0627.GEOID18 height accuracy estimate available here.
 PT0627
 PT0627.Click photographs - Photos may exist for this station.
 PT0627
 PT0627.The dynamic height is computed by dividing the NAVD 88
 PT0627.geopotential number by the normal gravity value computed on the
 PT0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0627.degrees latitude (g = 980.6199 gals.).
 PT0627
 PT0627.The modeled gravity was interpolated from observed gravity values.
 PT0627
 PT0627;                    North         East    Units  Estimated Accuracy
 PT0627;SPC SD S     -   193,850.      470,720.      MT  (+/- 180 meters Scaled)
 PT0627
 PT0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP639835(NAD 83)
 PT0627
 PT0627                          SUPERSEDED SURVEY CONTROL
 PT0627
 PT0627  NGVD 29 (??/??/92)  826.772  (m)         2712.50   (f) ADJ UNCH    2 0
 PT0627
 PT0627.Superseded values are not recommended for survey control.
 PT0627
 PT0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0627.See file dsdata.pdf to determine how the superseded data were derived.
 PT0627
 PT0627_MARKER: DB = BENCH MARK DISK
 PT0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0627_STAMPING: V 388 1962
 PT0627_MARK LOGO: CGS
 PT0627_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0627_ROD/PIPE-DEPTH: 3.4 meters
 PT0627
 PT0627  HISTORY     - Date     Condition        Report By
 PT0627  HISTORY     - 1962     MONUMENTED       CGS
 PT0627
 PT0627                          STATION DESCRIPTION
 PT0627
 PT0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0627'9.5 MI N FROM COTTONWOOD.
 PT0627'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0627'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0627'7.3 MILE NORTH ALONG A GRADED DIRT ROAD, 118 FEET NORTHEAST OF
 PT0627'THE CENTER LINE OF A CURVE IN THE ROAD, 150 FEET SOUTHEAST OF THE
 PT0627'SOUTHEAST CORNER OF A SCHOOLHOUSE, 39 1/2 FEET NORTH-NORTHWEST OF
 PT0627'A POWER POLE, 36 FEET SOUTH OF THE CENTER LINE OF A GATE, 1 FOOT
 PT0627'WEST OF A FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, AND
 PT0627'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 PT0627'DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5
 PT0627'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0010 ***********************************************************************
 OT0010  DESIGNATION -  V 389
 OT0010  PID         -  OT0010
 OT0010  STATE/COUNTY-  SD/PENNINGTON
 OT0010  COUNTRY     -  US
 OT0010  USGS QUAD   -  CONATA NE (2017)
 OT0010
 OT0010                         *CURRENT SURVEY CONTROL
 OT0010  ______________________________________________________________________
 OT0010* NAD 83(1986) POSITION- 43 44 05.     (N) 102 07 09.     (W)   SCALED
 OT0010* NAVD 88 ORTHO HEIGHT -   749.570 (meters)     2459.21  (feet) ADJUSTED
 OT0010  ______________________________________________________________________
 OT0010  GEOID HEIGHT    -        -19.476 (meters)                     GEOID18
 OT0010  DYNAMIC HEIGHT  -        749.332 (meters)     2458.43  (feet) COMP
 OT0010  MODELED GRAVITY -    980,275.9   (mgal)                       NAVD 88
 OT0010
 OT0010  VERT ORDER      -  FIRST     CLASS II
 OT0010
 OT0010.The horizontal coordinates were scaled from a map and have
 OT0010.an estimated accuracy of +/- 6 seconds.
 OT0010
 OT0010.The orthometric height was determined by differential leveling and
 OT0010.adjusted by the NATIONAL GEODETIC SURVEY
 OT0010.in June 1991.
 OT0010
 OT0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0010.GEOID18 height accuracy estimate available here.
 OT0010
 OT0010.Click photographs - Photos may exist for this station.
 OT0010
 OT0010.The dynamic height is computed by dividing the NAVD 88
 OT0010.geopotential number by the normal gravity value computed on the
 OT0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0010.degrees latitude (g = 980.6199 gals.).
 OT0010
 OT0010.The modeled gravity was interpolated from observed gravity values.
 OT0010
 OT0010;                    North         East    Units  Estimated Accuracy
 OT0010;SPC SD S     -   157,230.      456,150.      MT  (+/- 180 meters Scaled)
 OT0010
 OT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ319464(NAD 83)
 OT0010
 OT0010                          SUPERSEDED SURVEY CONTROL
 OT0010
 OT0010  NGVD 29 (??/??/92)  749.104  (m)         2457.69   (f) ADJ UNCH    1 2
 OT0010
 OT0010.Superseded values are not recommended for survey control.
 OT0010
 OT0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0010.See file dsdata.pdf to determine how the superseded data were derived.
 OT0010
 OT0010_MARKER: DB = BENCH MARK DISK
 OT0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0010_STAMPING: V 389 1962
 OT0010_MARK LOGO: CGS
 OT0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0010+STABILITY: SURFACE MOTION
 OT0010
 OT0010  HISTORY     - Date     Condition        Report By
 OT0010  HISTORY     - 1962     MONUMENTED       CGS
 OT0010
 OT0010                          STATION DESCRIPTION
 OT0010
 OT0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0010'6.9 MI SW FROM INTERIOR.
 OT0010'ABOUT 6.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0010'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 6,
 OT0010'T 3 S, R 17 E, ABOUT 0.8 MILE EAST OF A LONE SHARP JAGGED BUTTE,
 OT0010'13 1/2 FEET EAST OF THE FIRST TELEPHONE POLE WEST OF MILE POST
 OT0010'595, 43 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF
 OT0010'TELEPHONE POLES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 OT0010'FOOT BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OT0010'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0096 ***********************************************************************
 PU0096  DESIGNATION -  V 390
 PU0096  PID         -  PU0096
 PU0096  STATE/COUNTY-  SD/MEADE
 PU0096  COUNTRY     -  US
 PU0096  USGS QUAD   -  REED DAM (2017)
 PU0096
 PU0096                         *CURRENT SURVEY CONTROL
 PU0096  ______________________________________________________________________
 PU0096* NAD 83(1986) POSITION- 44 50 56.     (N) 102 14 54.     (W)   SCALED
 PU0096* NAVD 88 ORTHO HEIGHT -   771.554 (meters)     2531.34  (feet) ADJUSTED
 PU0096  ______________________________________________________________________
 PU0096  GEOID HEIGHT    -        -19.119 (meters)                     GEOID18
 PU0096  DYNAMIC HEIGHT  -        771.386 (meters)     2530.79  (feet) COMP
 PU0096  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 PU0096
 PU0096  VERT ORDER      -  SECOND    CLASS 0
 PU0096
 PU0096.The horizontal coordinates were scaled from a map and have
 PU0096.an estimated accuracy of +/- 6 seconds.
 PU0096
 PU0096.The orthometric height was determined by differential leveling and
 PU0096.adjusted by the NATIONAL GEODETIC SURVEY
 PU0096.in June 1991.
 PU0096
 PU0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0096.GEOID18 height accuracy estimate available here.
 PU0096
 PU0096.Click photographs - Photos may exist for this station.
 PU0096
 PU0096.The dynamic height is computed by dividing the NAVD 88
 PU0096.geopotential number by the normal gravity value computed on the
 PU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0096.degrees latitude (g = 980.6199 gals.).
 PU0096
 PU0096.The modeled gravity was interpolated from observed gravity values.
 PU0096
 PU0096;                    North         East    Units  Estimated Accuracy
 PU0096;SPC SD N     -   115,320.      422,290.      MT  (+/- 180 meters Scaled)
 PU0096
 PU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK174698(NAD 83)
 PU0096
 PU0096                          SUPERSEDED SURVEY CONTROL
 PU0096
 PU0096  NGVD 29 (??/??/92)  771.096  (m)         2529.84   (f) ADJ UNCH    2 0
 PU0096
 PU0096.Superseded values are not recommended for survey control.
 PU0096
 PU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0096.See file dsdata.pdf to determine how the superseded data were derived.
 PU0096
 PU0096_MARKER: DB = BENCH MARK DISK
 PU0096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0096_STAMPING: V 390 1963
 PU0096_MARK LOGO: CGS
 PU0096_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0096_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0096_ROD/PIPE-DEPTH: 3.4 meters
 PU0096
 PU0096  HISTORY     - Date     Condition        Report By
 PU0096  HISTORY     - 1963     MONUMENTED       CGS
 PU0096  HISTORY     - 1963     GOOD             CGS
 PU0096
 PU0096                          STATION DESCRIPTION
 PU0096
 PU0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0096'16.8 MI SE FROM OPAL.
 PU0096'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0096'POST OFFICE AT OPAL, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0096'THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.0 MILES
 PU0096'SOUTH ALONG A GRAVELED ROAD, IN SECTION 11, T 10 N, R 15 E, AT
 PU0096'THE JUNCTION OF AN EAST-WEST ROAD 55 FEET SOUTH OF THE CENTER
 PU0096'LINE OF THE EAST-WEST ROAD, 31 FEET WEST OF CENTER LINE OF T ROAD
 PU0096'NORTH, 2 FEET SOUTH OF A POWER POLE BRACED BY A GUY WIRE, 1/2
 PU0096'FOOT WEST OF A NORTH-SOUTH SECTION LINE FENCE, 3.8 FEET SOUTH
 PU0096'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE CENTER LINE OF
 PU0096'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 PU0096'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE
 PU0096'PROJECTING 6 INCHES.
 PU0096
 PU0096                          STATION RECOVERY (1963)
 PU0096
 PU0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0105 ***********************************************************************
 PU0105  DESIGNATION -  V 391
 PU0105  PID         -  PU0105
 PU0105  STATE/COUNTY-  SD/MEADE
 PU0105  COUNTRY     -  US
 PU0105  USGS QUAD   -  OPAL EAST SE (2017)
 PU0105
 PU0105                         *CURRENT SURVEY CONTROL
 PU0105  ______________________________________________________________________
 PU0105* NAD 83(1986) POSITION- 44 48 26.     (N) 102 16 05.     (W)   SCALED
 PU0105* NAVD 88 ORTHO HEIGHT -   788.312 (meters)     2586.32  (feet) ADJUSTED
 PU0105  ______________________________________________________________________
 PU0105  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 PU0105  DYNAMIC HEIGHT  -        788.137 (meters)     2585.75  (feet) COMP
 PU0105  MODELED GRAVITY -    980,369.3   (mgal)                       NAVD 88
 PU0105
 PU0105  VERT ORDER      -  SECOND    CLASS 0
 PU0105
 PU0105.The horizontal coordinates were scaled from a map and have
 PU0105.an estimated accuracy of +/- 6 seconds.
 PU0105
 PU0105.The orthometric height was determined by differential leveling and
 PU0105.adjusted by the NATIONAL GEODETIC SURVEY
 PU0105.in June 1991.
 PU0105
 PU0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0105.GEOID18 height accuracy estimate available here.
 PU0105
 PU0105.Click photographs - Photos may exist for this station.
 PU0105
 PU0105.The dynamic height is computed by dividing the NAVD 88
 PU0105.geopotential number by the normal gravity value computed on the
 PU0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0105.degrees latitude (g = 980.6199 gals.).
 PU0105
 PU0105.The modeled gravity was interpolated from observed gravity values.
 PU0105
 PU0105;                    North         East    Units  Estimated Accuracy
 PU0105;SPC SD N     -   110,730.      420,610.      MT  (+/- 180 meters Scaled)
 PU0105
 PU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK160651(NAD 83)
 PU0105
 PU0105                          SUPERSEDED SURVEY CONTROL
 PU0105
 PU0105  NGVD 29 (??/??/92)  787.854  (m)         2584.82   (f) ADJ UNCH    2 0
 PU0105
 PU0105.Superseded values are not recommended for survey control.
 PU0105
 PU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0105.See file dsdata.pdf to determine how the superseded data were derived.
 PU0105
 PU0105_MARKER: DB = BENCH MARK DISK
 PU0105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0105_STAMPING: V 391 1963
 PU0105_MARK LOGO: CGS
 PU0105_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0105_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0105_ROD/PIPE-DEPTH: 3.0 meters
 PU0105
 PU0105  HISTORY     - Date     Condition        Report By
 PU0105  HISTORY     - 1963     MONUMENTED       CGS
 PU0105  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0105
 PU0105                          STATION DESCRIPTION
 PU0105
 PU0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0105'12 MI N FROM MARCUS.
 PU0105'ABOUT 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0105'POST OFFICE AT MARCUS, THENCE 11.0 MILES NORTH ALONG A GRAVELED
 PU0105'ROAD, OR 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE
 PU0105'AND POST OFFICE AT OPAL, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 PU0105'ROAD, THENCE 9.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.9
 PU0105'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 23, T 10 N, R 15 E,
 PU0105'35 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE
 PU0105'CENTER LINE OF A PRIVATE FIELD ENTRANCE, 0.9 FEET SOUTH OF A
 PU0105'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 PU0105'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 PU0105'10 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 PU0105
 PU0105                          STATION RECOVERY (1981)
 PU0105
 PU0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0336 ***********************************************************************
 OT0336  DESIGNATION -  V 392
 OT0336  PID         -  OT0336
 OT0336  STATE/COUNTY-  SD/CUSTER
 OT0336  COUNTRY     -  US
 OT0336  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0336
 OT0336                         *CURRENT SURVEY CONTROL
 OT0336  ______________________________________________________________________
 OT0336* NAD 83(1986) POSITION- 43 37 20.     (N) 103 17 04.     (W)   SCALED
 OT0336* NAVD 88 ORTHO HEIGHT -  1081.011 (meters)     3546.62  (feet) ADJUSTED
 OT0336  ______________________________________________________________________
 OT0336  GEOID HEIGHT    -        -15.863 (meters)                     GEOID18
 OT0336  DYNAMIC HEIGHT  -       1080.582 (meters)     3545.21  (feet) COMP
 OT0336  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 OT0336
 OT0336  VERT ORDER      -  FIRST     CLASS II
 OT0336
 OT0336.The horizontal coordinates were scaled from a map and have
 OT0336.an estimated accuracy of +/- 6 seconds.
 OT0336
 OT0336.The orthometric height was determined by differential leveling and
 OT0336.adjusted by the NATIONAL GEODETIC SURVEY
 OT0336.in June 1991.
 OT0336
 OT0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0336.GEOID18 height accuracy estimate available here.
 OT0336
 OT0336.Click photographs - Photos may exist for this station.
 OT0336
 OT0336.The dynamic height is computed by dividing the NAVD 88
 OT0336.geopotential number by the normal gravity value computed on the
 OT0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0336.degrees latitude (g = 980.6199 gals.).
 OT0336
 OT0336.The modeled gravity was interpolated from observed gravity values.
 OT0336
 OT0336;                    North         East    Units  Estimated Accuracy
 OT0336;SPC SD S     -   147,420.      361,880.      MT  (+/- 180 meters Scaled)
 OT0336
 OT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ384313(NAD 83)
 OT0336
 OT0336                          SUPERSEDED SURVEY CONTROL
 OT0336
 OT0336  NGVD 29 (??/??/92) 1080.509  (m)         3544.97   (f) ADJ UNCH    1 2
 OT0336
 OT0336.Superseded values are not recommended for survey control.
 OT0336
 OT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0336.See file dsdata.pdf to determine how the superseded data were derived.
 OT0336
 OT0336_MARKER: DB = BENCH MARK DISK
 OT0336_SETTING: 66 = SET IN ROCK OUTCROP
 OT0336_STAMPING: V 392 1963
 OT0336_MARK LOGO: CGS
 OT0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0336+STABILITY: POSITION/ELEVATION WELL
 OT0336
 OT0336  HISTORY     - Date     Condition        Report By
 OT0336  HISTORY     - 1963     MONUMENTED       CGS
 OT0336
 OT0336                          STATION DESCRIPTION
 OT0336
 OT0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0336'6.5 MI SW FROM FAIRBURN.
 OT0336'ABOUT 6.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0336'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 14 1/2 POLES SOUTH
 OT0336'OF MILE POST 61, IN SECTION 9, T 5 S, R 7 E, SET IN THE TOP OF A
 OT0336'LARGE LIMESTONE OUTCROP, 35 FEET WEST OF THE WEST RAIL, 13 1/2
 OT0336'FEET EAST OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS POST,
 OT0336'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE
 OT0336'TOP OF A ROCK OUTCROP PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0221 ***********************************************************************
 PU0221  DESIGNATION -  V 393
 PU0221  PID         -  PU0221
 PU0221  STATE/COUNTY-  SD/MEADE
 PU0221  COUNTRY     -  US
 PU0221  USGS QUAD   -  REED DAM (2017)
 PU0221
 PU0221                         *CURRENT SURVEY CONTROL
 PU0221  ______________________________________________________________________
 PU0221* NAD 83(1986) POSITION- 44 50 56.     (N) 102 07 33.     (W)   SCALED
 PU0221* NAVD 88 ORTHO HEIGHT -   736.466 (meters)     2416.22  (feet) ADJUSTED
 PU0221  ______________________________________________________________________
 PU0221  GEOID HEIGHT    -        -19.472 (meters)                     GEOID18
 PU0221  DYNAMIC HEIGHT  -        736.309 (meters)     2415.71  (feet) COMP
 PU0221  MODELED GRAVITY -    980,378.9   (mgal)                       NAVD 88
 PU0221
 PU0221  VERT ORDER      -  SECOND    CLASS 0
 PU0221
 PU0221.The horizontal coordinates were scaled from a map and have
 PU0221.an estimated accuracy of +/- 6 seconds.
 PU0221
 PU0221.The orthometric height was determined by differential leveling and
 PU0221.adjusted by the NATIONAL GEODETIC SURVEY
 PU0221.in June 1991.
 PU0221
 PU0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0221.GEOID18 height accuracy estimate available here.
 PU0221
 PU0221.Click photographs - Photos may exist for this station.
 PU0221
 PU0221.The dynamic height is computed by dividing the NAVD 88
 PU0221.geopotential number by the normal gravity value computed on the
 PU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0221.degrees latitude (g = 980.6199 gals.).
 PU0221
 PU0221.The modeled gravity was interpolated from observed gravity values.
 PU0221
 PU0221;                    North         East    Units  Estimated Accuracy
 PU0221;SPC SD N     -   115,060.      431,970.      MT  (+/- 180 meters Scaled)
 PU0221
 PU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK271701(NAD 83)
 PU0221
 PU0221                          SUPERSEDED SURVEY CONTROL
 PU0221
 PU0221  NGVD 29 (??/??/92)  736.008  (m)         2414.72   (f) ADJ UNCH    2 0
 PU0221
 PU0221.Superseded values are not recommended for survey control.
 PU0221
 PU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0221.See file dsdata.pdf to determine how the superseded data were derived.
 PU0221
 PU0221_MARKER: DB = BENCH MARK DISK
 PU0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0221_STAMPING: V 393 1963
 PU0221_MARK LOGO: CGS
 PU0221_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0221+STABILITY: SURFACE MOTION
 PU0221
 PU0221  HISTORY     - Date     Condition        Report By
 PU0221  HISTORY     - 1963     MONUMENTED       CGS
 PU0221
 PU0221                          STATION DESCRIPTION
 PU0221
 PU0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0221'16.2 MI SW FROM FAITH.
 PU0221'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0221'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE 12.05
 PU0221'MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 4.2 MILES WEST ALONG
 PU0221'A GRADED DIRT ROAD, 46 FEET SOUTH OF THE CENTER LINE OF THE
 PU0221'ROAD, 17 FEET WEST OF THE CENTER OF A GATE, 1 1/2 FEET SOUTH OF
 PU0221'A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 PU0221'BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 PU0221'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0242 ***********************************************************************
 PU0242  DESIGNATION -  V 394
 PU0242  PID         -  PU0242
 PU0242  STATE/COUNTY-  SD/MEADE
 PU0242  COUNTRY     -  US
 PU0242  USGS QUAD   -  DURKEE LAKE (2017)
 PU0242
 PU0242                         *CURRENT SURVEY CONTROL
 PU0242  ______________________________________________________________________
 PU0242* NAD 83(1986) POSITION- 44 52 39.     (N) 102 02 42.     (W)   SCALED
 PU0242* NAVD 88 ORTHO HEIGHT -   729.625 (meters)     2393.78  (feet) ADJUSTED
 PU0242  ______________________________________________________________________
 PU0242  GEOID HEIGHT    -        -19.660 (meters)                     GEOID18
 PU0242  DYNAMIC HEIGHT  -        729.472 (meters)     2393.28  (feet) COMP
 PU0242  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 PU0242
 PU0242  VERT ORDER      -  FIRST     CLASS II
 PU0242
 PU0242.The horizontal coordinates were scaled from a map and have
 PU0242.an estimated accuracy of +/- 6 seconds.
 PU0242
 PU0242.The orthometric height was determined by differential leveling and
 PU0242.adjusted by the NATIONAL GEODETIC SURVEY
 PU0242.in July 1998.
 PU0242
 PU0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0242.GEOID18 height accuracy estimate available here.
 PU0242
 PU0242.Click photographs - Photos may exist for this station.
 PU0242
 PU0242.The dynamic height is computed by dividing the NAVD 88
 PU0242.geopotential number by the normal gravity value computed on the
 PU0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0242.degrees latitude (g = 980.6199 gals.).
 PU0242
 PU0242.The modeled gravity was interpolated from observed gravity values.
 PU0242
 PU0242;                    North         East    Units  Estimated Accuracy
 PU0242;SPC SD N     -   118,070.      438,440.      MT  (+/- 180 meters Scaled)
 PU0242
 PU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK333735(NAD 83)
 PU0242
 PU0242                          SUPERSEDED SURVEY CONTROL
 PU0242
 PU0242  NAVD 88 (06/15/91)  729.582  (m)         2393.64   (f) SUPERSEDED  1 2
 PU0242  NGVD 29 (??/??/92)  729.126  (m)         2392.14   (f) ADJ UNCH    1 2
 PU0242
 PU0242.Superseded values are not recommended for survey control.
 PU0242
 PU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0242.See file dsdata.pdf to determine how the superseded data were derived.
 PU0242
 PU0242_MARKER: DB = BENCH MARK DISK
 PU0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0242_STAMPING: V 394 1963
 PU0242_MARK LOGO: CGS
 PU0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0242+STABILITY: SURFACE MOTION
 PU0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0242+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU0242
 PU0242  HISTORY     - Date     Condition        Report By
 PU0242  HISTORY     - 1963     MONUMENTED       CGS
 PU0242  HISTORY     - 19960711 GOOD             NGS
 PU0242
 PU0242                          STATION DESCRIPTION
 PU0242
 PU0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0242'10.6 MI S FROM FAITH.
 PU0242'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0242'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE 10.15
 PU0242'MILES SOUTH ALONG STATE HIGHWAY 73, 0.2 MILE SOUTH OF A GROUP OF
 PU0242'FARM BUILDINGS WHICH ARE ON THE WEST SIDE OF THE HIGHWAY, 76 FEET
 PU0242'EAST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF THE
 PU0242'EXTENDED CENTER LINE OF A GRADED DIRT ROAD LEADING WEST, 15 FEET
 PU0242'SOUTH OF A POWER POLE WHICH IS BRACED WITH 2 GUY WIRES, IN LINE
 PU0242'WITH A ROW OF POWER POLES LEADING NORTH, AT A CROSSING OF A POWER
 PU0242'LINE AND THE HIGHWAY, 42 FEET EAST OF A FENCE, 14.0 FEET SOUTH OF
 PU0242'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 PU0242'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU0242
 PU0242                          STATION RECOVERY (1996)
 PU0242
 PU0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU0242'16.2 KM (10.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU0242'OF U.S. HIGHWAY 212 IN FAITH, 431.0 M (1414.0 FT) NORTH OF MILEPOST
 PU0242'164, 23.5 M (77.1 FT) EAST OF THE HIGHWAY CENTERLINE, 19.3 M (63.3 FT)
 PU0242'SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 4.7 M (15.4 FT) SOUTH OF
 PU0242'UTILITY POLE NUMBER 111734 286, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 PU0242'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 PU0242'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0516 ***********************************************************************
 OT0516  DESIGNATION -  V 396
 OT0516  PID         -  OT0516
 OT0516  STATE/COUNTY-  SD/FALL RIVER
 OT0516  COUNTRY     -  US
 OT0516  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0516
 OT0516                         *CURRENT SURVEY CONTROL
 OT0516  ______________________________________________________________________
 OT0516* NAD 83(1986) POSITION- 43 25 38.     (N) 103 36 16.     (W)   SCALED
 OT0516* NAVD 88 ORTHO HEIGHT -  1229.769 (meters)     4034.67  (feet) POSTED
 OT0516  ______________________________________________________________________
 OT0516  GEOID HEIGHT    -        -15.102 (meters)                     GEOID18
 OT0516  DYNAMIC HEIGHT  -       1229.22  (meters)     4032.9   (feet) COMP
 OT0516  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 OT0516
 OT0516  VERT ORDER      -  * POSTED, SEE BELOW
 OT0516
 OT0516.The horizontal coordinates were scaled from a map and have
 OT0516.an estimated accuracy of +/- 6 seconds.
 OT0516
 OT0516.The orthometric height was determined by differential leveling
 OT0516.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0516
 OT0516.* This is a POSTED BENCH MARK height.
 OT0516
 OT0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0516.GEOID18 height accuracy estimate available here.
 OT0516
 OT0516.Click photographs - Photos may exist for this station.
 OT0516
 OT0516.The dynamic height is computed by dividing the NAVD 88
 OT0516.geopotential number by the normal gravity value computed on the
 OT0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0516.degrees latitude (g = 980.6199 gals.).
 OT0516
 OT0516.The modeled gravity was interpolated from observed gravity values.
 OT0516
 OT0516;                    North         East    Units  Estimated Accuracy
 OT0516;SPC SD S     -   126,740.      335,220.      MT  (+/- 180 meters Scaled)
 OT0516
 OT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ129092(NAD 83)
 OT0516
 OT0516                          SUPERSEDED SURVEY CONTROL
 OT0516
 OT0516  NGVD 29 (??/??/92) 1229.205  (m)         4032.82   (f) ADJ UNCH    1 2
 OT0516
 OT0516.Superseded values are not recommended for survey control.
 OT0516
 OT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0516.See file dsdata.pdf to determine how the superseded data were derived.
 OT0516
 OT0516_MARKER: DB = BENCH MARK DISK
 OT0516_SETTING: 80 = SET IN A BOULDER
 OT0516_STAMPING: V 396 1963
 OT0516_MARK LOGO: CGS
 OT0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0516+STABILITY: SURFACE MOTION
 OT0516
 OT0516  HISTORY     - Date     Condition        Report By
 OT0516  HISTORY     - 1963     MONUMENTED       CGS
 OT0516  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0516
 OT0516                          STATION DESCRIPTION
 OT0516
 OT0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0516'4.4 MI E FROM MINNEKAHTA.
 OT0516'ABOUT 4.45 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0516'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, 0.55 MILE
 OT0516'WEST OF MILE POST 5, SET IN THE TOP OF A LARGE BOULDER, 46 FEET
 OT0516'SOUTH OF THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER LINE OF U.S.
 OT0516'HIGHWAY 18, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET
 OT0516'ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A LARGE
 OT0516'BOULDER PROJECTING 12 INCHES.
 OT0516
 OT0516                          STATION RECOVERY (1985)
 OT0516
 OT0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0516'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0590 ***********************************************************************
 OT0590  DESIGNATION -  V 396 RESET
 OT0590  PID         -  OT0590
 OT0590  STATE/COUNTY-  SD/FALL RIVER
 OT0590  COUNTRY     -  US
 OT0590  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0590
 OT0590                         *CURRENT SURVEY CONTROL
 OT0590  ______________________________________________________________________
 OT0590* NAD 83(1986) POSITION- 43 25 38.     (N) 103 36 16.     (W)   SCALED
 OT0590* NAVD 88 ORTHO HEIGHT -  1231.713 (meters)     4041.05  (feet) ADJUSTED
 OT0590  ______________________________________________________________________
 OT0590  GEOID HEIGHT    -        -15.102 (meters)                     GEOID18
 OT0590  DYNAMIC HEIGHT  -       1231.166 (meters)     4039.25  (feet) COMP
 OT0590  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 OT0590
 OT0590  VERT ORDER      -  FIRST     CLASS II
 OT0590
 OT0590.The horizontal coordinates were scaled from a map and have
 OT0590.an estimated accuracy of +/- 6 seconds.
 OT0590
 OT0590.The orthometric height was determined by differential leveling and
 OT0590.adjusted by the NATIONAL GEODETIC SURVEY
 OT0590.in June 1991.
 OT0590
 OT0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0590.GEOID18 height accuracy estimate available here.
 OT0590
 OT0590.Click photographs - Photos may exist for this station.
 OT0590
 OT0590.The dynamic height is computed by dividing the NAVD 88
 OT0590.geopotential number by the normal gravity value computed on the
 OT0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0590.degrees latitude (g = 980.6199 gals.).
 OT0590
 OT0590.The modeled gravity was interpolated from observed gravity values.
 OT0590
 OT0590;                    North         East    Units  Estimated Accuracy
 OT0590;SPC SD S     -   126,740.      335,220.      MT  (+/- 180 meters Scaled)
 OT0590
 OT0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ129092(NAD 83)
 OT0590
 OT0590                          SUPERSEDED SURVEY CONTROL
 OT0590
 OT0590  NGVD 29 (04/17/07) 1231.14   (m)         4039.2    (f) RESET       3  
 OT0590
 OT0590.Superseded values are not recommended for survey control.
 OT0590
 OT0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0590.See file dsdata.pdf to determine how the superseded data were derived.
 OT0590
 OT0590_MARKER: DV = VERTICAL CONTROL DISK
 OT0590_SETTING: 66 = SET IN ROCK OUTCROP
 OT0590_STAMPING: V 396 RESET 1983
 OT0590_MARK LOGO: NGS
 OT0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0590+STABILITY: POSITION/ELEVATION WELL
 OT0590
 OT0590  HISTORY     - Date     Condition        Report By
 OT0590  HISTORY     - 1983     MONUMENTED       NGS
 OT0590  HISTORY     - 1985     GOOD             NGS
 OT0590
 OT0590                          STATION DESCRIPTION
 OT0590
 OT0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OT0590'11.5 KM (7.2 MI) WEST FROM HOT SPRINGS.
 OT0590'7.7 KM (4.8 MI) WEST ALONG HIGHWAY 18 FROM THE JUNCTION OF HIGHWAYS
 OT0590'18 AND 385 AT STREET LIGHT IN HOT SPRINGS, TO COTTONWOOD SPRINGS
 OT0590'RECREATION AREA ROAD, THENCE 3.8 KM (2.4 MI) WEST ALONG HIGHWAY 18,
 OT0590'42.7 METERS (140.5 FEET) SOUTH OF CENTER OF HIGHWAY 18, AND 8.5 METERS
 OT0590'(28.0 FEET) WEST OF THE CENTER OF A TRACK ROAD, ON THE EAST SLOPE
 OT0590'OF A HILL IN BEDROCK.
 OT0590'THE MARK IS 33.0 FT  S FROM A WITNESS POST.
 OT0590
 OT0590                          STATION RECOVERY (1985)
 OT0590
 OT0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0590'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.1 KM
 OT0590'(6.95 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US HIGHWAY 385
 OT0590'AT HOT SPRINGS, IN TOP OF THE WEST END OF A 2- BY 4-FOOT LIMESTONE
 OT0590'OUTCROP, IN THE CENTER OF THE EAST SLOPE OF AND THE NORTH END OF A
 OT0590'RIDGE, 0.1 KM (0.05 MI) WEST OF MILEPOST 29, 42.8 METERS (140.5 FT)
 OT0590'SOUTH OF THE HIGHWAY CENTERLINE, 58.7 METERS (192.5 FT) WEST OF THE
 OT0590'CENTER OF A DIRT ROAD LEADING SOUTH, 57.3 METERS (188 FT) WEST OF THE
 OT0590'WEST END OF A WIRE GATE AND 19.9 METERS (65.5 FT) SOUTH OF THE
 OT0590'RIGHT-OF-WAY FENCE.
 OT0590'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0489 ***********************************************************************
 OT0489  DESIGNATION -  V 4
 OT0489  PID         -  OT0489
 OT0489  STATE/COUNTY-  SD/FALL RIVER
 OT0489  COUNTRY     -  US
 OT0489  USGS QUAD   -  BURDOCK (2017)
 OT0489
 OT0489                         *CURRENT SURVEY CONTROL
 OT0489  ______________________________________________________________________
 OT0489* NAD 83(1986) POSITION- 43 27 32.     (N) 103 59 56.     (W)   SCALED
 OT0489* NAVD 88 ORTHO HEIGHT -  1104.650 (meters)     3624.17  (feet) POSTED
 OT0489  ______________________________________________________________________
 OT0489  GEOID HEIGHT    -        -14.704 (meters)                     GEOID18
 OT0489  DYNAMIC HEIGHT  -       1104.19  (meters)     3622.7   (feet) COMP
 OT0489  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 OT0489
 OT0489  VERT ORDER      -  * POSTED, SEE BELOW
 OT0489
 OT0489.The horizontal coordinates were scaled from a map and have
 OT0489.an estimated accuracy of +/- 6 seconds.
 OT0489
 OT0489.The orthometric height was determined by differential leveling
 OT0489.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0489
 OT0489.* This is a POSTED BENCH MARK height.
 OT0489
 OT0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0489.GEOID18 height accuracy estimate available here.
 OT0489
 OT0489.Click photographs - Photos may exist for this station.
 OT0489
 OT0489.The dynamic height is computed by dividing the NAVD 88
 OT0489.geopotential number by the normal gravity value computed on the
 OT0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0489.degrees latitude (g = 980.6199 gals.).
 OT0489
 OT0489.The modeled gravity was interpolated from observed gravity values.
 OT0489
 OT0489;                    North         East    Units  Estimated Accuracy
 OT0489;SPC SD S     -   131,580.      303,460.      MT  (+/- 180 meters Scaled)
 OT0489
 OT0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ809122(NAD 83)
 OT0489
 OT0489                          SUPERSEDED SURVEY CONTROL
 OT0489
 OT0489.No superseded survey control is available for this station.
 OT0489
 OT0489_MARKER: B = BOLT
 OT0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0489_SP_SET: ABUTMENT
 OT0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0489
 OT0489  HISTORY     - Date     Condition        Report By
 OT0489  HISTORY     - 1908     MONUMENTED       CGS
 OT0489  HISTORY     - 1957     MARK NOT FOUND   CGS
 OT0489  HISTORY     - 20101021 MARK NOT FOUND   GEOCAC
 OT0489
 OT0489                          STATION DESCRIPTION
 OT0489
 OT0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0489'AT ARGENTINE.
 OT0489'AT ARGENTINE, FALL RIVER COUNTY, ON THE CHICAGO, BURLINGTON AND
 OT0489'QUINCY RAILROAD, AT THE NORTH END OF THE SIDING, AT PLATE-GIRDER
 OT0489'BRIDGE 490.44 OVER PASS CREEK, ON THE EAST END OF THE SOUTH
 OT0489'CONCRETE ABUTMENT, AND 7.2 FEET EAST OF THE CENTERLINE OF THE
 OT0489'MAIN TRACK.
 OT0489
 OT0489                          STATION RECOVERY (2010)
 OT0489
 OT0489'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OT0489'THE STRUCTURE AT THIS LOCATION HAS BEEN CAPPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0873 ***********************************************************************
 PU0873  DESIGNATION -  V 401
 PU0873  PID         -  PU0873
 PU0873  STATE/COUNTY-  SD/MEADE
 PU0873  COUNTRY     -  US
 PU0873  USGS QUAD   -  FAIRPOINT (2017)
 PU0873
 PU0873                         *CURRENT SURVEY CONTROL
 PU0873  ______________________________________________________________________
 PU0873* NAD 83(1986) POSITION- 44 40 31.     (N) 102 48 26.     (W)   SCALED
 PU0873* NAVD 88 ORTHO HEIGHT -   848.764 (meters)     2784.65  (feet) ADJUSTED
 PU0873  ______________________________________________________________________
 PU0873  GEOID HEIGHT    -        -17.735 (meters)                     GEOID18
 PU0873  DYNAMIC HEIGHT  -        848.545 (meters)     2783.93  (feet) COMP
 PU0873  MODELED GRAVITY -    980,330.8   (mgal)                       NAVD 88
 PU0873
 PU0873  VERT ORDER      -  SECOND    CLASS 0
 PU0873
 PU0873.The horizontal coordinates were scaled from a map and have
 PU0873.an estimated accuracy of +/- 6 seconds.
 PU0873
 PU0873.The orthometric height was determined by differential leveling and
 PU0873.adjusted by the NATIONAL GEODETIC SURVEY
 PU0873.in June 1991.
 PU0873
 PU0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0873.GEOID18 height accuracy estimate available here.
 PU0873
 PU0873.Click photographs - Photos may exist for this station.
 PU0873
 PU0873.The dynamic height is computed by dividing the NAVD 88
 PU0873.geopotential number by the normal gravity value computed on the
 PU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0873.degrees latitude (g = 980.6199 gals.).
 PU0873
 PU0873.The modeled gravity was interpolated from observed gravity values.
 PU0873
 PU0873;                    North         East    Units  Estimated Accuracy
 PU0873;SPC SD N     -    97,420.      377,470.      MT  (+/- 180 meters Scaled)
 PU0873
 PU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK737492(NAD 83)
 PU0873
 PU0873                          SUPERSEDED SURVEY CONTROL
 PU0873
 PU0873  NGVD 29 (??/??/92)  848.289  (m)         2783.09   (f) ADJ UNCH    2 0
 PU0873
 PU0873.Superseded values are not recommended for survey control.
 PU0873
 PU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0873.See file dsdata.pdf to determine how the superseded data were derived.
 PU0873
 PU0873_MARKER: DB = BENCH MARK DISK
 PU0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0873_STAMPING: V 401 1962
 PU0873_MARK LOGO: CGS
 PU0873_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0873+STABILITY: SURFACE MOTION
 PU0873
 PU0873  HISTORY     - Date     Condition        Report By
 PU0873  HISTORY     - 1962     MONUMENTED       CGS
 PU0873
 PU0873                          STATION DESCRIPTION
 PU0873
 PU0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0873'5.8 MI S FROM FAIRPOINT.
 PU0873'5.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0873'ON THE OUTSIDE OF A CURVE, 121 FEET WEST-SOUTHWEST OF THE CENTER
 PU0873'OF THE JUNCTION OF A DIRT ROAD EAST TO A RANCHHOUSE, 0.05 MILE
 PU0873'NORTH OF A WOODEN BRIDGE, 90 FEET WEST OF THE CENTER LINE OF THE
 PU0873'ROAD, 15 FEET SOUTH OF THE CENTER OF A GATE ACROSS A TRACK ROAD,
 PU0873'2.0 FEET EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST,
 PU0873'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0873'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0762 ***********************************************************************
 PU0762  DESIGNATION -  V 402
 PU0762  PID         -  PU0762
 PU0762  STATE/COUNTY-  SD/MEADE
 PU0762  COUNTRY     -  US
 PU0762  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0762
 PU0762                         *CURRENT SURVEY CONTROL
 PU0762  ______________________________________________________________________
 PU0762* NAD 83(1986) POSITION- 44 52 42.     (N) 102 49 59.     (W)   SCALED
 PU0762* NAVD 88 ORTHO HEIGHT -   794.242 (meters)     2605.78  (feet) ADJUSTED
 PU0762  ______________________________________________________________________
 PU0762  GEOID HEIGHT    -        -17.553 (meters)                     GEOID18
 PU0762  DYNAMIC HEIGHT  -        794.070 (meters)     2605.21  (feet) COMP
 PU0762  MODELED GRAVITY -    980,374.7   (mgal)                       NAVD 88
 PU0762
 PU0762  VERT ORDER      -  SECOND    CLASS 0
 PU0762
 PU0762.The horizontal coordinates were scaled from a map and have
 PU0762.an estimated accuracy of +/- 6 seconds.
 PU0762
 PU0762.The orthometric height was determined by differential leveling and
 PU0762.adjusted by the NATIONAL GEODETIC SURVEY
 PU0762.in June 1991.
 PU0762
 PU0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0762.GEOID18 height accuracy estimate available here.
 PU0762
 PU0762.Click photographs - Photos may exist for this station.
 PU0762
 PU0762.The dynamic height is computed by dividing the NAVD 88
 PU0762.geopotential number by the normal gravity value computed on the
 PU0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0762.degrees latitude (g = 980.6199 gals.).
 PU0762
 PU0762.The modeled gravity was interpolated from observed gravity values.
 PU0762
 PU0762;                    North         East    Units  Estimated Accuracy
 PU0762;SPC SD N     -   120,040.      376,210.      MT  (+/- 180 meters Scaled)
 PU0762
 PU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK711717(NAD 83)
 PU0762
 PU0762                          SUPERSEDED SURVEY CONTROL
 PU0762
 PU0762  NGVD 29 (??/??/92)  793.773  (m)         2604.24   (f) ADJ UNCH    2 0
 PU0762
 PU0762.Superseded values are not recommended for survey control.
 PU0762
 PU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0762.See file dsdata.pdf to determine how the superseded data were derived.
 PU0762
 PU0762_MARKER: DB = BENCH MARK DISK
 PU0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0762_STAMPING: V 402 1962
 PU0762_MARK LOGO: CGS
 PU0762_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0762+STABILITY: SURFACE MOTION
 PU0762
 PU0762  HISTORY     - Date     Condition        Report By
 PU0762  HISTORY     - 1962     MONUMENTED       CGS
 PU0762
 PU0762                          STATION DESCRIPTION
 PU0762
 PU0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0762'4.1 MI E FROM SULPHUR.
 PU0762'4.1 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 0.25
 PU0762'MILE EAST OF THE JUNCTON OF A DIRT ROAD SOUTH, 0.05 MILE EAST
 PU0762'OF A WOODEN BRIDGE OVER CAMP CREEK, 50 FEET SOUTH OF THE CENTER
 PU0762'LINE OF THE ROAD, 37 FEET WEST OF POWER POLE 3/615, 1.8 FEET
 PU0762'NORTH OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 PU0762'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0762'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1380 ***********************************************************************
 PU1380  DESIGNATION -  V 403
 PU1380  PID         -  PU1380
 PU1380  STATE/COUNTY-  SD/BUTTE
 PU1380  COUNTRY     -  US
 PU1380  USGS QUAD   -  OWL BUTTE SE (2017)
 PU1380
 PU1380                         *CURRENT SURVEY CONTROL
 PU1380  ______________________________________________________________________
 PU1380* NAD 83(1986) POSITION- 44 48 50.     (N) 103 00 09.     (W)   SCALED
 PU1380* NAVD 88 ORTHO HEIGHT -   855.236 (meters)     2805.89  (feet) ADJUSTED
 PU1380  ______________________________________________________________________
 PU1380  GEOID HEIGHT    -        -17.250 (meters)                     GEOID18
 PU1380  DYNAMIC HEIGHT  -        855.039 (meters)     2805.24  (feet) COMP
 PU1380  MODELED GRAVITY -    980,357.2   (mgal)                       NAVD 88
 PU1380
 PU1380  VERT ORDER      -  SECOND    CLASS 0
 PU1380
 PU1380.The horizontal coordinates were scaled from a map and have
 PU1380.an estimated accuracy of +/- 6 seconds.
 PU1380
 PU1380.The orthometric height was determined by differential leveling and
 PU1380.adjusted by the NATIONAL GEODETIC SURVEY
 PU1380.in June 1991.
 PU1380
 PU1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1380.GEOID18 height accuracy estimate available here.
 PU1380
 PU1380.Click photographs - Photos may exist for this station.
 PU1380
 PU1380.The dynamic height is computed by dividing the NAVD 88
 PU1380.geopotential number by the normal gravity value computed on the
 PU1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1380.degrees latitude (g = 980.6199 gals.).
 PU1380
 PU1380.The modeled gravity was interpolated from observed gravity values.
 PU1380
 PU1380;                    North         East    Units  Estimated Accuracy
 PU1380;SPC SD N     -   113,370.      362,560.      MT  (+/- 180 meters Scaled)
 PU1380
 PU1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK579642(NAD 83)
 PU1380
 PU1380                          SUPERSEDED SURVEY CONTROL
 PU1380
 PU1380  NGVD 29 (??/??/92)  854.754  (m)         2804.31   (f) ADJ UNCH    2 0
 PU1380
 PU1380.Superseded values are not recommended for survey control.
 PU1380
 PU1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1380.See file dsdata.pdf to determine how the superseded data were derived.
 PU1380
 PU1380_MARKER: DB = BENCH MARK DISK
 PU1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1380_STAMPING: V 403 1962
 PU1380_MARK LOGO: CGS
 PU1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1380+STABILITY: SURFACE MOTION
 PU1380
 PU1380  HISTORY     - Date     Condition        Report By
 PU1380  HISTORY     - 1962     MONUMENTED       CGS
 PU1380
 PU1380                          STATION DESCRIPTION
 PU1380
 PU1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1380'6.6 MI SW FROM SULPHUR.
 PU1380'6.55 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU1380'SULPHUR, 0.25 MILE SOUTHWEST OF A STEEL CATTLEGUARD, 31 FEET
 PU1380'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A
 PU1380'FENCE CORNER, 2.9 FEET SOUTHEAST OF A FENCE, 2.3 FEET NORTHEAST
 PU1380'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET
 PU1380'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 PU1380'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0791 ***********************************************************************
 PU0791  DESIGNATION -  V 404
 PU0791  PID         -  PU0791
 PU0791  STATE/COUNTY-  SD/MEADE
 PU0791  COUNTRY     -  US
 PU0791  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0791
 PU0791                         *CURRENT SURVEY CONTROL
 PU0791  ______________________________________________________________________
 PU0791* NAD 83(1986) POSITION- 44 53 34.     (N) 102 39 16.     (W)   SCALED
 PU0791* NAVD 88 ORTHO HEIGHT -   816.541 (meters)     2678.93  (feet) ADJUSTED
 PU0791  ______________________________________________________________________
 PU0791  GEOID HEIGHT    -        -17.958 (meters)                     GEOID18
 PU0791  DYNAMIC HEIGHT  -        816.367 (meters)     2678.36  (feet) COMP
 PU0791  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 PU0791
 PU0791  VERT ORDER      -  SECOND    CLASS 0
 PU0791
 PU0791.The horizontal coordinates were scaled from a map and have
 PU0791.an estimated accuracy of +/- 6 seconds.
 PU0791
 PU0791.The orthometric height was determined by differential leveling and
 PU0791.adjusted by the NATIONAL GEODETIC SURVEY
 PU0791.in June 1991.
 PU0791
 PU0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0791.GEOID18 height accuracy estimate available here.
 PU0791
 PU0791.Click photographs - Photos may exist for this station.
 PU0791
 PU0791.The dynamic height is computed by dividing the NAVD 88
 PU0791.geopotential number by the normal gravity value computed on the
 PU0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0791.degrees latitude (g = 980.6199 gals.).
 PU0791
 PU0791.The modeled gravity was interpolated from observed gravity values.
 PU0791
 PU0791;                    North         East    Units  Estimated Accuracy
 PU0791;SPC SD N     -   121,170.      390,370.      MT  (+/- 180 meters Scaled)
 PU0791
 PU0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK852737(NAD 83)
 PU0791
 PU0791                          SUPERSEDED SURVEY CONTROL
 PU0791
 PU0791  NGVD 29 (??/??/92)  816.080  (m)         2677.42   (f) ADJ UNCH    2 0
 PU0791
 PU0791.Superseded values are not recommended for survey control.
 PU0791
 PU0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0791.See file dsdata.pdf to determine how the superseded data were derived.
 PU0791
 PU0791_MARKER: DB = BENCH MARK DISK
 PU0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0791_STAMPING: V 404 1962
 PU0791_MARK LOGO: CGS
 PU0791_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0791+STABILITY: SURFACE MOTION
 PU0791
 PU0791  HISTORY     - Date     Condition        Report By
 PU0791  HISTORY     - 1962     MONUMENTED       CGS
 PU0791
 PU0791                          STATION DESCRIPTION
 PU0791
 PU0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0791'12 MI N FROM STONEVILLE.
 PU0791'12.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0791'STONEVILLE, 1.0 MILE WEST OF BENCH MARK U 404, 73 FEET NORTHEAST
 PU0791'OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD EAST, 56 FEET
 PU0791'EAST OF THE CENTER LINE OF THE ROAD, 51 FEET NORTH OF THE
 PU0791'CENTER LINE OF THE ROAD EAST, 3 1/2 FEET NORTHEAST OF POWER
 PU0791'POLE 3E-1, 3.0 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 PU0791'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0791'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0291 ***********************************************************************
 PU0291  DESIGNATION -  V 405
 PU0291  PID         -  PU0291
 PU0291  STATE/COUNTY-  SD/MEADE
 PU0291  COUNTRY     -  US
 PU0291  USGS QUAD   -  OPAL EAST SW (2017)
 PU0291
 PU0291                         *CURRENT SURVEY CONTROL
 PU0291  ______________________________________________________________________
 PU0291* NAD 83(1986) POSITION- 44 47 03.     (N) 102 27 49.     (W)   SCALED
 PU0291* NAVD 88 ORTHO HEIGHT -   748.785 (meters)     2456.64  (feet) ADJUSTED
 PU0291  ______________________________________________________________________
 PU0291  GEOID HEIGHT    -        -18.568 (meters)                     GEOID18
 PU0291  DYNAMIC HEIGHT  -        748.617 (meters)     2456.09  (feet) COMP
 PU0291  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 PU0291
 PU0291  VERT ORDER      -  SECOND    CLASS 0
 PU0291
 PU0291.The horizontal coordinates were scaled from a map and have
 PU0291.an estimated accuracy of +/- 6 seconds.
 PU0291
 PU0291.The orthometric height was determined by differential leveling and
 PU0291.adjusted by the NATIONAL GEODETIC SURVEY
 PU0291.in June 1991.
 PU0291
 PU0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0291.GEOID18 height accuracy estimate available here.
 PU0291
 PU0291.Click photographs - Photos may exist for this station.
 PU0291
 PU0291.The dynamic height is computed by dividing the NAVD 88
 PU0291.geopotential number by the normal gravity value computed on the
 PU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0291.degrees latitude (g = 980.6199 gals.).
 PU0291
 PU0291.The modeled gravity was interpolated from observed gravity values.
 PU0291
 PU0291;                    North         East    Units  Estimated Accuracy
 PU0291;SPC SD N     -   108,630.      405,060.      MT  (+/- 180 meters Scaled)
 PU0291
 PU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK006621(NAD 83)
 PU0291
 PU0291                          SUPERSEDED SURVEY CONTROL
 PU0291
 PU0291  NGVD 29 (??/??/92)  748.324  (m)         2455.13   (f) ADJ UNCH    2 0
 PU0291
 PU0291.Superseded values are not recommended for survey control.
 PU0291
 PU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0291.See file dsdata.pdf to determine how the superseded data were derived.
 PU0291
 PU0291_MARKER: DB = BENCH MARK DISK
 PU0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0291_STAMPING: V 405 1962
 PU0291_MARK LOGO: CGS
 PU0291_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0291+STABILITY: SURFACE MOTION
 PU0291
 PU0291  HISTORY     - Date     Condition        Report By
 PU0291  HISTORY     - 1962     MONUMENTED       CGS
 PU0291
 PU0291                          STATION DESCRIPTION
 PU0291
 PU0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0291'10.2 MI S FROM OPAL.
 PU0291'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL, THENCE
 PU0291'7.75 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.6 MILE WEST
 PU0291'ALONG A GRAVEL ROAD, 0.15 MILE EAST OF THE JUNCTION OF A DIRT
 PU0291'ROAD SOUTH, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 PU0291'WEST OF A POWER POLE, 2.2 FEET EAST OF A WITNESS POST, ABOUT
 PU0291'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0291'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2045 ***********************************************************************
 PU2045  DESIGNATION -  V 406
 PU2045  PID         -  PU2045
 PU2045  STATE/COUNTY-  SD/MEADE
 PU2045  COUNTRY     -  US
 PU2045  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2045
 PU2045                         *CURRENT SURVEY CONTROL
 PU2045  ______________________________________________________________________
 PU2045* NAD 83(1986) POSITION- 44 34 58.     (N) 103 34 04.     (W)   SCALED
 PU2045* NAVD 88 ORTHO HEIGHT -   937.879 (meters)     3077.02  (feet) ADJUSTED
 PU2045  ______________________________________________________________________
 PU2045  GEOID HEIGHT    -        -15.736 (meters)                     GEOID18
 PU2045  DYNAMIC HEIGHT  -        937.615 (meters)     3076.16  (feet) COMP
 PU2045  MODELED GRAVITY -    980,304.9   (mgal)                       NAVD 88
 PU2045
 PU2045  VERT ORDER      -  SECOND    CLASS 0
 PU2045
 PU2045.The horizontal coordinates were scaled from a map and have
 PU2045.an estimated accuracy of +/- 6 seconds.
 PU2045
 PU2045.The orthometric height was determined by differential leveling and
 PU2045.adjusted by the NATIONAL GEODETIC SURVEY
 PU2045.in June 1991.
 PU2045
 PU2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2045.GEOID18 height accuracy estimate available here.
 PU2045
 PU2045.Click photographs - Photos may exist for this station.
 PU2045
 PU2045.The dynamic height is computed by dividing the NAVD 88
 PU2045.geopotential number by the normal gravity value computed on the
 PU2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2045.degrees latitude (g = 980.6199 gals.).
 PU2045
 PU2045.The modeled gravity was interpolated from observed gravity values.
 PU2045
 PU2045;                    North         East    Units  Estimated Accuracy
 PU2045;SPC SD N     -    89,520.      316,760.      MT  (+/- 180 meters Scaled)
 PU2045
 PU2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK136376(NAD 83)
 PU2045
 PU2045                          SUPERSEDED SURVEY CONTROL
 PU2045
 PU2045  NGVD 29 (??/??/92)  937.386  (m)         3075.41   (f) ADJ UNCH    2 0
 PU2045
 PU2045.Superseded values are not recommended for survey control.
 PU2045
 PU2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2045.See file dsdata.pdf to determine how the superseded data were derived.
 PU2045
 PU2045_MARKER: DB = BENCH MARK DISK
 PU2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2045_STAMPING: V 406 1962
 PU2045_MARK LOGO: CGS
 PU2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2045+STABILITY: SURFACE MOTION
 PU2045
 PU2045  HISTORY     - Date     Condition        Report By
 PU2045  HISTORY     - 1962     MONUMENTED       CGS
 PU2045
 PU2045                          STATION DESCRIPTION
 PU2045
 PU2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2045'10.2 MI NE FROM WHITEWOOD.
 PU2045'0.25 MILE NORTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2045'RAILWAY STATION AT WHITEWOOD, THENCE 9.95 MILE NORTHEAST ALONG
 PU2045'A ROAD, 0.5 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD WEST,
 PU2045'30 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH
 PU2045'OF THE CENTER OF A WIRE GATE, 2.5 FEET WEST OF A FENCE, 2.0
 PU2045'FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD
 PU2045'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1447 ***********************************************************************
 PU1447  DESIGNATION -  V 407
 PU1447  PID         -  PU1447
 PU1447  STATE/COUNTY-  SD/MEADE
 PU1447  COUNTRY     -  US
 PU1447  USGS QUAD   -  VALE (2017)
 PU1447
 PU1447                         *CURRENT SURVEY CONTROL
 PU1447  ______________________________________________________________________
 PU1447* NAD 83(1986) POSITION- 44 30 13.     (N) 103 29 17.     (W)   SCALED
 PU1447* NAVD 88 ORTHO HEIGHT -   978.034 (meters)     3208.77  (feet) ADJUSTED
 PU1447  ______________________________________________________________________
 PU1447  GEOID HEIGHT    -        -15.763 (meters)                     GEOID18
 PU1447  DYNAMIC HEIGHT  -        977.742 (meters)     3207.81  (feet) COMP
 PU1447  MODELED GRAVITY -    980,285.1   (mgal)                       NAVD 88
 PU1447
 PU1447  VERT ORDER      -  SECOND    CLASS 0
 PU1447
 PU1447.The horizontal coordinates were scaled from a map and have
 PU1447.an estimated accuracy of +/- 6 seconds.
 PU1447
 PU1447.The orthometric height was determined by differential leveling and
 PU1447.adjusted by the NATIONAL GEODETIC SURVEY
 PU1447.in June 1991.
 PU1447
 PU1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1447.GEOID18 height accuracy estimate available here.
 PU1447
 PU1447.Click photographs - Photos may exist for this station.
 PU1447
 PU1447.The dynamic height is computed by dividing the NAVD 88
 PU1447.geopotential number by the normal gravity value computed on the
 PU1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1447.degrees latitude (g = 980.6199 gals.).
 PU1447
 PU1447.The modeled gravity was interpolated from observed gravity values.
 PU1447
 PU1447;                    North         East    Units  Estimated Accuracy
 PU1447;SPC SD N     -    80,460.      322,700.      MT  (+/- 180 meters Scaled)
 PU1447
 PU1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK201289(NAD 83)
 PU1447
 PU1447                          SUPERSEDED SURVEY CONTROL
 PU1447
 PU1447  NGVD 29 (??/??/92)  977.529  (m)         3207.11   (f) ADJ UNCH    2 0
 PU1447
 PU1447.Superseded values are not recommended for survey control.
 PU1447
 PU1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1447.See file dsdata.pdf to determine how the superseded data were derived.
 PU1447
 PU1447_MARKER: DB = BENCH MARK DISK
 PU1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1447_STAMPING: V 407 1962
 PU1447_MARK LOGO: CGS
 PU1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1447+STABILITY: SURFACE MOTION
 PU1447
 PU1447  HISTORY     - Date     Condition        Report By
 PU1447  HISTORY     - 1962     MONUMENTED       CGS
 PU1447
 PU1447                          STATION DESCRIPTION
 PU1447
 PU1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1447'7.4 MI N FROM STURGIS.
 PU1447'7.4 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1447'48 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 PU1447'EAST-WEST ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 PU1447'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.6 FEET EAST OF
 PU1447'A FENCE, 3.0 FEET NORTHEST OF A WITNESS POST, ABOUT LEVEL WITH
 PU1447'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0658 ***********************************************************************
 PU0658  DESIGNATION -  V 408
 PU0658  PID         -  PU0658
 PU0658  STATE/COUNTY-  SD/MEADE
 PU0658  COUNTRY     -  US
 PU0658  USGS QUAD   -  HEREFORD (2017)
 PU0658
 PU0658                         *CURRENT SURVEY CONTROL
 PU0658  ______________________________________________________________________
 PU0658* NAD 83(1986) POSITION- 44 24 06.     (N) 102 55 26.     (W)   SCALED
 PU0658* NAVD 88 ORTHO HEIGHT -   836.422 (meters)     2744.16  (feet) ADJUSTED
 PU0658  ______________________________________________________________________
 PU0658  GEOID HEIGHT    -        -17.499 (meters)                     GEOID18
 PU0658  DYNAMIC HEIGHT  -        836.192 (meters)     2743.41  (feet) COMP
 PU0658  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 PU0658
 PU0658  VERT ORDER      -  SECOND    CLASS 0
 PU0658
 PU0658.The horizontal coordinates were scaled from a map and have
 PU0658.an estimated accuracy of +/- 6 seconds.
 PU0658
 PU0658.The orthometric height was determined by differential leveling and
 PU0658.adjusted by the NATIONAL GEODETIC SURVEY
 PU0658.in June 1991.
 PU0658
 PU0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0658.GEOID18 height accuracy estimate available here.
 PU0658
 PU0658.Click photographs - Photos may exist for this station.
 PU0658
 PU0658.The dynamic height is computed by dividing the NAVD 88
 PU0658.geopotential number by the normal gravity value computed on the
 PU0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0658.degrees latitude (g = 980.6199 gals.).
 PU0658
 PU0658.The modeled gravity was interpolated from observed gravity values.
 PU0658
 PU0658;                    North         East    Units  Estimated Accuracy
 PU0658;SPC SD N     -    67,360.      367,120.      MT  (+/- 180 meters Scaled)
 PU0658
 PU0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK653185(NAD 83)
 PU0658
 PU0658                          SUPERSEDED SURVEY CONTROL
 PU0658
 PU0658  NGVD 29 (??/??/92)  835.962  (m)         2742.65   (f) ADJ UNCH    2 0
 PU0658
 PU0658.Superseded values are not recommended for survey control.
 PU0658
 PU0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0658.See file dsdata.pdf to determine how the superseded data were derived.
 PU0658
 PU0658_MARKER: DB = BENCH MARK DISK
 PU0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0658_STAMPING: V 408 1962
 PU0658_MARK LOGO: CGS
 PU0658_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0658+STABILITY: SURFACE MOTION
 PU0658
 PU0658  HISTORY     - Date     Condition        Report By
 PU0658  HISTORY     - 1962     MONUMENTED       CGS
 PU0658
 PU0658                          STATION DESCRIPTION
 PU0658
 PU0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0658'2.4 MI NW FROM HEREFORD.
 PU0658'1.4 MILE WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0658'THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, 65.2 FEET SOUTHWEST
 PU0658'OF THE SOUTHWEST CORNER OF ST. EUSTACE CHURCH, 33 1/2 FEET EAST
 PU0658'OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF THE EXTENDED
 PU0658'CENTER LINE OF A ROAD WEST, 3.5 FEET NORTH OF A POWER POLE, 1.5
 PU0658'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 PU0658'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0886 ***********************************************************************
 PU0886  DESIGNATION -  V 409
 PU0886  PID         -  PU0886
 PU0886  STATE/COUNTY-  SD/MEADE
 PU0886  COUNTRY     -  US
 PU0886  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0886
 PU0886                         *CURRENT SURVEY CONTROL
 PU0886  ______________________________________________________________________
 PU0886* NAD 83(1986) POSITION- 44 35 22.     (N) 102 48 14.     (W)   SCALED
 PU0886* NAVD 88 ORTHO HEIGHT -   850.098 (meters)     2789.03  (feet) ADJUSTED
 PU0886  ______________________________________________________________________
 PU0886  GEOID HEIGHT    -        -17.828 (meters)                     GEOID18
 PU0886  DYNAMIC HEIGHT  -        849.872 (meters)     2788.29  (feet) COMP
 PU0886  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 PU0886
 PU0886  VERT ORDER      -  SECOND    CLASS 0
 PU0886
 PU0886.The horizontal coordinates were scaled from a map and have
 PU0886.an estimated accuracy of +/- 6 seconds.
 PU0886
 PU0886.The orthometric height was determined by differential leveling and
 PU0886.adjusted by the NATIONAL GEODETIC SURVEY
 PU0886.in June 1991.
 PU0886
 PU0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0886.GEOID18 height accuracy estimate available here.
 PU0886
 PU0886.Click photographs - Photos may exist for this station.
 PU0886
 PU0886.The dynamic height is computed by dividing the NAVD 88
 PU0886.geopotential number by the normal gravity value computed on the
 PU0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0886.degrees latitude (g = 980.6199 gals.).
 PU0886
 PU0886.The modeled gravity was interpolated from observed gravity values.
 PU0886
 PU0886;                    North         East    Units  Estimated Accuracy
 PU0886;SPC SD N     -    87,880.      377,400.      MT  (+/- 180 meters Scaled)
 PU0886
 PU0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK743396(NAD 83)
 PU0886
 PU0886                          SUPERSEDED SURVEY CONTROL
 PU0886
 PU0886  NGVD 29 (??/??/92)  849.628  (m)         2787.49   (f) ADJ UNCH    2 0
 PU0886
 PU0886.Superseded values are not recommended for survey control.
 PU0886
 PU0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0886.See file dsdata.pdf to determine how the superseded data were derived.
 PU0886
 PU0886_MARKER: DB = BENCH MARK DISK
 PU0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0886_STAMPING: V 409 1962
 PU0886_MARK LOGO: CGS
 PU0886_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0886+STABILITY: SURFACE MOTION
 PU0886
 PU0886  HISTORY     - Date     Condition        Report By
 PU0886  HISTORY     - 1962     MONUMENTED       CGS
 PU0886
 PU0886                          STATION DESCRIPTION
 PU0886
 PU0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0886'11.8 MI S FROM FAIRPOINT.
 PU0886'11.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0886'FAIRPOINT, 66 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 PU0886'AN OLD GRADED ROAD, 43 1/2 FEET WEST OF THE CENTER LINE OF THE
 PU0886'ROAD, 43 FEET SOUTH OF THE CENTER OF A WIRE GATE ACROSS THE
 PU0886'GRADED ROAD, 1.7 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 PU0886'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU0886'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0947 ***********************************************************************
 PU0947  DESIGNATION -  V 410
 PU0947  PID         -  PU0947
 PU0947  STATE/COUNTY-  SD/MEADE
 PU0947  COUNTRY     -  US
 PU0947  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0947
 PU0947                         *CURRENT SURVEY CONTROL
 PU0947  ______________________________________________________________________
 PU0947* NAD 83(1986) POSITION- 44 31 06.72   (N) 102 50 52.19   (W)   HD_HELD1
 PU0947* NAVD 88 ORTHO HEIGHT -   814.286 (meters)     2671.54  (feet) ADJUSTED
 PU0947  ______________________________________________________________________
 PU0947  GEOID HEIGHT    -        -17.766 (meters)                     GEOID18
 PU0947  DYNAMIC HEIGHT  -        814.068 (meters)     2670.82  (feet) COMP
 PU0947  MODELED GRAVITY -    980,322.8   (mgal)                       NAVD 88
 PU0947
 PU0947  VERT ORDER      -  FIRST     CLASS II
 PU0947
 PU0947.The horizontal coordinates were determined by differentially corrected
 PU0947.hand held GPS observations or other comparable positioning techniques
 PU0947.and have an estimated accuracy of +/- 3 meters.
 PU0947
 PU0947.The orthometric height was determined by differential leveling and
 PU0947.adjusted by the NATIONAL GEODETIC SURVEY
 PU0947.in October 1997.
 PU0947
 PU0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0947.GEOID18 height accuracy estimate available here.
 PU0947
 PU0947.Click photographs - Photos may exist for this station.
 PU0947
 PU0947.The dynamic height is computed by dividing the NAVD 88
 PU0947.geopotential number by the normal gravity value computed on the
 PU0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0947.degrees latitude (g = 980.6199 gals.).
 PU0947
 PU0947.The modeled gravity was interpolated from observed gravity values.
 PU0947
 PU0947;                    North         East    Units  Estimated Accuracy
 PU0947;SPC SD N     -    80,122.9     373,635.8     MT  (+/- 3 meters HH1 GPS) 
 PU0947
 PU0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7103931720(NAD 83)
 PU0947
 PU0947                          SUPERSEDED SURVEY CONTROL
 PU0947
 PU0947  NAVD 88 (06/15/91)  814.226  (m)         2671.34   (f) SUPERSEDED  1 2
 PU0947  NGVD 29 (??/??/92)  813.770  (m)         2669.84   (f) ADJ UNCH    1 2
 PU0947
 PU0947.Superseded values are not recommended for survey control.
 PU0947
 PU0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0947.See file dsdata.pdf to determine how the superseded data were derived.
 PU0947
 PU0947_MARKER: DB = BENCH MARK DISK
 PU0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0947_STAMPING: V 410 1962
 PU0947_MARK LOGO: CGS
 PU0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0947+STABILITY: SURFACE MOTION
 PU0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0947+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2012
 PU0947
 PU0947  HISTORY     - Date     Condition        Report By
 PU0947  HISTORY     - 1962     MONUMENTED       CGS
 PU0947  HISTORY     - 19950524 GOOD             NGS
 PU0947  HISTORY     - 20120503 GOOD             INDIV
 PU0947
 PU0947                          STATION DESCRIPTION
 PU0947
 PU0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0947'15 MI E FROM VOLUNTEER.
 PU0947'15.05 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0947'VOLUNTEER, ON THE EAST SIDE OF A SMALL KNOLL, 98 FEET SOUTH OF
 PU0947'THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTHWEST OF THE SOUTH
 PU0947'END OF A 24-INCH PIPE CULVERT, 2.2 FEET NORTH OF A FENCE, 2.4
 PU0947'FEET WEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE
 PU0947'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0947
 PU0947                          STATION RECOVERY (1995)
 PU0947
 PU0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0947'15.6 KM (9.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0947'IN UNION CENTER, 304.2 M (998.0 FT) EAST OF MILEPOST 71, 29.9 M (98.1
 PU0947'FT) SOUTH OF THE HIGHWAY CENTERLINE, 27.3 M (89.6 FT) SOUTHWEST OF THE
 PU0947'SOUTH END OF A CULVERT, 0.8 M (2.6 FT) WEST OF A WITNESS POST, 0.7 M
 PU0947'(2.3 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PU0947'HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PU0947'SURFACE.
 PU0947
 PU0947                          STATION RECOVERY (2012)
 PU0947
 PU0947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2437 ***********************************************************************
 PU2437  DESIGNATION -  V 411 RESET
 PU2437  PID         -  PU2437
 PU2437  STATE/COUNTY-  SD/MEADE
 PU2437  COUNTRY     -  US
 PU2437  USGS QUAD   -  WHITE OWL SE (2017)
 PU2437
 PU2437                         *CURRENT SURVEY CONTROL
 PU2437  ______________________________________________________________________
 PU2437* NAD 83(1986) POSITION- 44 36 14.     (N) 102 20 34.     (W)   SCALED
 PU2437* NAVD 88 ORTHO HEIGHT -   808.040 (meters)     2651.04  (feet) ADJUSTED
 PU2437  ______________________________________________________________________
 PU2437  GEOID HEIGHT    -        -18.991 (meters)                     GEOID18
 PU2437  DYNAMIC HEIGHT  -        807.835 (meters)     2650.37  (feet) COMP
 PU2437  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 PU2437
 PU2437  VERT ORDER      -  FIRST     CLASS II
 PU2437
 PU2437.The horizontal coordinates were scaled from a map and have
 PU2437.an estimated accuracy of +/- 6 seconds.
 PU2437
 PU2437.The orthometric height was determined by differential leveling and
 PU2437.adjusted by the NATIONAL GEODETIC SURVEY
 PU2437.in October 1997.
 PU2437
 PU2437.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2437.GEOID18 height accuracy estimate available here.
 PU2437
 PU2437.Click photographs - Photos may exist for this station.
 PU2437
 PU2437.The dynamic height is computed by dividing the NAVD 88
 PU2437.geopotential number by the normal gravity value computed on the
 PU2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2437.degrees latitude (g = 980.6199 gals.).
 PU2437
 PU2437.The modeled gravity was interpolated from observed gravity values.
 PU2437
 PU2437;                    North         East    Units  Estimated Accuracy
 PU2437;SPC SD N     -    88,320.      414,040.      MT  (+/- 180 meters Scaled)
 PU2437
 PU2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK108423(NAD 83)
 PU2437
 PU2437                          SUPERSEDED SURVEY CONTROL
 PU2437
 PU2437  NGVD 29 (04/17/07)  807.57   (m)         2649.5    (f) RESET       3  
 PU2437
 PU2437.Superseded values are not recommended for survey control.
 PU2437
 PU2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2437.See file dsdata.pdf to determine how the superseded data were derived.
 PU2437
 PU2437_MARKER: DV = VERTICAL CONTROL DISK
 PU2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2437_STAMPING: V 411 RESET 1990
 PU2437_MARK LOGO: NGS
 PU2437_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2437+STABILITY: SURFACE MOTION
 PU2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2437+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2437
 PU2437  HISTORY     - Date     Condition        Report By
 PU2437  HISTORY     - 1990     MONUMENTED       NGS
 PU2437  HISTORY     - 19950605 GOOD             NGS
 PU2437
 PU2437                          STATION DESCRIPTION
 PU2437
 PU2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2437'7.24 KM (4.50 MI) EAST FROM WHITE OWL, OR 24.22 KM (15.05 MI) WEST
 PU2437'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE ALONG STATE HIGHWAY 34,
 PU2437'THEN 22.86 M (75.00 FT) NORTH FROM THE CENTER OF 34, 48.16 M (158.00
 PU2437'FT) WEST FROM THE CENTER OF A SECTION LINE ROAD AND 19.20 M (62.99
 PU2437'FT) WEST FROM A POWERPOLE, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST
 PU2437'IN THE RIGHT-OF-WAY FENCE.
 PU2437
 PU2437                          STATION RECOVERY (1995)
 PU2437
 PU2437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2437'23.7 KM (14.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU2437'OF STATE HIGHWAY 73 IN HOWES, 240.0 M (787.4 FT) EAST OF MILEPOST 98,
 PU2437'48.2 M (158.1 FT) WEST OF THE CENTER OF A TRACK ROAD, 22.9 M (75.1 FT)
 PU2437'SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 PU2437'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 PU2437'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1254 ***********************************************************************
 PU1254  DESIGNATION -  V 412
 PU1254  PID         -  PU1254
 PU1254  STATE/COUNTY-  SD/BUTTE
 PU1254  COUNTRY     -  US
 PU1254  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1254
 PU1254                         *CURRENT SURVEY CONTROL
 PU1254  ______________________________________________________________________
 PU1254* NAD 83(1986) POSITION- 44 47 01.     (N) 103 17 06.     (W)   SCALED
 PU1254* NAVD 88 ORTHO HEIGHT -   872.351 (meters)     2862.04  (feet) ADJUSTED
 PU1254  ______________________________________________________________________
 PU1254  GEOID HEIGHT    -        -16.663 (meters)                     GEOID18
 PU1254  DYNAMIC HEIGHT  -        872.135 (meters)     2861.33  (feet) COMP
 PU1254  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 PU1254
 PU1254  VERT ORDER      -  FIRST     CLASS II
 PU1254
 PU1254.The horizontal coordinates were scaled from a map and have
 PU1254.an estimated accuracy of +/- 6 seconds.
 PU1254
 PU1254.The orthometric height was determined by differential leveling and
 PU1254.adjusted by the NATIONAL GEODETIC SURVEY
 PU1254.in July 1998.
 PU1254
 PU1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1254.GEOID18 height accuracy estimate available here.
 PU1254
 PU1254.Click photographs - Photos may exist for this station.
 PU1254
 PU1254.The dynamic height is computed by dividing the NAVD 88
 PU1254.geopotential number by the normal gravity value computed on the
 PU1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1254.degrees latitude (g = 980.6199 gals.).
 PU1254
 PU1254.The modeled gravity was interpolated from observed gravity values.
 PU1254
 PU1254;                    North         East    Units  Estimated Accuracy
 PU1254;SPC SD N     -   110,870.      340,100.      MT  (+/- 180 meters Scaled)
 PU1254
 PU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK356603(NAD 83)
 PU1254
 PU1254                          SUPERSEDED SURVEY CONTROL
 PU1254
 PU1254  NAVD 88 (06/15/91)  872.364  (m)         2862.08   (f) SUPERSEDED  1 2
 PU1254  NGVD 29 (??/??/92)  871.887  (m)         2860.52   (f) ADJ UNCH    1 2
 PU1254
 PU1254.Superseded values are not recommended for survey control.
 PU1254
 PU1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1254.See file dsdata.pdf to determine how the superseded data were derived.
 PU1254
 PU1254_MARKER: DB = BENCH MARK DISK
 PU1254_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1254_SP_SET: ABUTMENT
 PU1254_STAMPING: V 412 1963
 PU1254_MARK LOGO: CGS
 PU1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1254+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1254
 PU1254  HISTORY     - Date     Condition        Report By
 PU1254  HISTORY     - 1963     MONUMENTED       CGS
 PU1254  HISTORY     - 19951116 GOOD             NGS
 PU1254
 PU1254                          STATION DESCRIPTION
 PU1254
 PU1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1254'8.6 MI NE FROM NEWELL.
 PU1254'ABOUT 8.6 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1254'SCHOOL AT NEWELL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 PU1254'NORTHEAST ABUTMENT OF A 185-FOOT CONCRETE BRIDGE OVER A SMALL
 PU1254'STREAM, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1254'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PU1254
 PU1254                          STATION RECOVERY (1995)
 PU1254
 PU1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1254'13.6 KM (8.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1254'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT)
 PU1254'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 PU1254'HIGHWAY BRIDGE NUMBER 47.59 SPANNING JUG CREEK, 663.0 M (2175.2 FT)
 PU1254'SOUTHWEST OF MILEPOST 48, 5.1 M (16.7 FT) SOUTHEAST OF THE HIGHWAY
 PU1254'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PU1254'NOTE--THE DISK IS UNDER A BRIDGE RAIL AND A ROD WILL NO LONGER REST ON
 PU1254'THE DISK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1291 ***********************************************************************
 PU1291  DESIGNATION -  V 413
 PU1291  PID         -  PU1291
 PU1291  STATE/COUNTY-  SD/BUTTE
 PU1291  COUNTRY     -  US
 PU1291  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1291
 PU1291                         *CURRENT SURVEY CONTROL
 PU1291  ______________________________________________________________________
 PU1291* NAD 83(1986) POSITION- 44 57 11.     (N) 103 03 47.     (W)   SCALED
 PU1291* NAVD 88 ORTHO HEIGHT -   897.106 (meters)     2943.26  (feet) ADJUSTED
 PU1291  ______________________________________________________________________
 PU1291  GEOID HEIGHT    -        -17.121 (meters)                     GEOID18
 PU1291  DYNAMIC HEIGHT  -        896.900 (meters)     2942.58  (feet) COMP
 PU1291  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 PU1291
 PU1291  VERT ORDER      -  SECOND    CLASS 0
 PU1291
 PU1291.The horizontal coordinates were scaled from a map and have
 PU1291.an estimated accuracy of +/- 6 seconds.
 PU1291
 PU1291.The orthometric height was determined by differential leveling and
 PU1291.adjusted by the NATIONAL GEODETIC SURVEY
 PU1291.in June 1991.
 PU1291
 PU1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1291.GEOID18 height accuracy estimate available here.
 PU1291
 PU1291.Click photographs - Photos may exist for this station.
 PU1291
 PU1291.The dynamic height is computed by dividing the NAVD 88
 PU1291.geopotential number by the normal gravity value computed on the
 PU1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1291.degrees latitude (g = 980.6199 gals.).
 PU1291
 PU1291.The modeled gravity was interpolated from observed gravity values.
 PU1291
 PU1291;                    North         East    Units  Estimated Accuracy
 PU1291;SPC SD N     -   129,000.      358,360.      MT  (+/- 180 meters Scaled)
 PU1291
 PU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK527795(NAD 83)
 PU1291
 PU1291                          SUPERSEDED SURVEY CONTROL
 PU1291
 PU1291  NGVD 29 (??/??/92)  896.625  (m)         2941.68   (f) ADJ UNCH    2 0
 PU1291
 PU1291.Superseded values are not recommended for survey control.
 PU1291
 PU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1291.See file dsdata.pdf to determine how the superseded data were derived.
 PU1291
 PU1291_MARKER: DB = BENCH MARK DISK
 PU1291_SETTING: 66 = SET IN ROCK OUTCROP
 PU1291_STAMPING: V 213 1963
 PU1291_MARK LOGO: CGS
 PU1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1291+STABILITY: POSITION/ELEVATION WELL
 PU1291
 PU1291  HISTORY     - Date     Condition        Report By
 PU1291  HISTORY     - 1963     MONUMENTED       CGS
 PU1291
 PU1291                          STATION DESCRIPTION
 PU1291
 PU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1291'26.5 MI NE FROM NEWELL.
 PU1291'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1291'HIGH SCHOOL AT NEWELL, THENCE 3.2 MILES NORTH ALONG A GRAVELED
 PU1291'ROAD, ABOUT 1.1 MILES SOUTH OF A T-JUNCTION OF ROADS, SET IN THE
 PU1291'TOP OF A SLOPING ROCK LEDGE THAT IS ABOUT 10 FEET LONG AND
 PU1291'2 1/2 FEET WIDE, ABOUT 200 YARDS WEST OF THE CENTERLINE OF THE
 PU1291'ROAD, 2.5 FEET SOUTH OF THE NORTH END OF THE LEDGE, AND ABOUT
 PU1291'100 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1910 ***********************************************************************
 PU1910  DESIGNATION -  V 414
 PU1910  PID         -  PU1910
 PU1910  STATE/COUNTY-  SD/BUTTE
 PU1910  COUNTRY     -  US
 PU1910  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1910
 PU1910                         *CURRENT SURVEY CONTROL
 PU1910  ______________________________________________________________________
 PU1910* NAD 83(1986) POSITION- 44 48 24.     (N) 103 30 26.     (W)   SCALED
 PU1910* NAVD 88 ORTHO HEIGHT -   897.522 (meters)     2944.62  (feet) ADJUSTED
 PU1910  ______________________________________________________________________
 PU1910  GEOID HEIGHT    -        -16.258 (meters)                     GEOID18
 PU1910  DYNAMIC HEIGHT  -        897.294 (meters)     2943.87  (feet) COMP
 PU1910  MODELED GRAVITY -    980,332.8   (mgal)                       NAVD 88
 PU1910
 PU1910  VERT ORDER      -  SECOND    CLASS 0
 PU1910
 PU1910.The horizontal coordinates were scaled from a map and have
 PU1910.an estimated accuracy of +/- 6 seconds.
 PU1910
 PU1910.The orthometric height was determined by differential leveling and
 PU1910.adjusted by the NATIONAL GEODETIC SURVEY
 PU1910.in June 1991.
 PU1910
 PU1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1910.GEOID18 height accuracy estimate available here.
 PU1910
 PU1910.Click photographs - Photos may exist for this station.
 PU1910
 PU1910.The dynamic height is computed by dividing the NAVD 88
 PU1910.geopotential number by the normal gravity value computed on the
 PU1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1910.degrees latitude (g = 980.6199 gals.).
 PU1910
 PU1910.The modeled gravity was interpolated from observed gravity values.
 PU1910
 PU1910;                    North         East    Units  Estimated Accuracy
 PU1910;SPC SD N     -   114,170.      322,640.      MT  (+/- 180 meters Scaled)
 PU1910
 PU1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK180625(NAD 83)
 PU1910
 PU1910                          SUPERSEDED SURVEY CONTROL
 PU1910
 PU1910  NGVD 29 (??/??/92)  897.040  (m)         2943.04   (f) ADJ UNCH    2 0
 PU1910
 PU1910.Superseded values are not recommended for survey control.
 PU1910
 PU1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1910.See file dsdata.pdf to determine how the superseded data were derived.
 PU1910
 PU1910_MARKER: DB = BENCH MARK DISK
 PU1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1910_STAMPING: V 414 1963
 PU1910_MARK LOGO: CGS
 PU1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1910+STABILITY: SURFACE MOTION
 PU1910
 PU1910  HISTORY     - Date     Condition        Report By
 PU1910  HISTORY     - 1963     MONUMENTED       CGS
 PU1910
 PU1910                          STATION DESCRIPTION
 PU1910
 PU1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1910'10.2 MI NW FROM NEWELL.
 PU1910'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1910'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRAVELED COUNTY
 PU1910'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED COUNTY ROAD, 28 FEET
 PU1910'WEST OF THE CENTERLINE OF THE ROAD, 6.0 FEET NORTH OF THE NORTH
 PU1910'END OF A GATE, 2.5 FEET WEST OF A NORTH-SOUTH FENCE, 1.6 FEET
 PU1910'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PU1910'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1916 ***********************************************************************
 PU1916  DESIGNATION -  V 415
 PU1916  PID         -  PU1916
 PU1916  STATE/COUNTY-  SD/BUTTE
 PU1916  COUNTRY     -  US
 PU1916  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1916
 PU1916                         *CURRENT SURVEY CONTROL
 PU1916  ______________________________________________________________________
 PU1916* NAD 83(1986) POSITION- 44 51 27.     (N) 103 33 19.     (W)   SCALED
 PU1916* NAVD 88 ORTHO HEIGHT -   914.520 (meters)     3000.39  (feet) ADJUSTED
 PU1916  ______________________________________________________________________
 PU1916  GEOID HEIGHT    -        -16.187 (meters)                     GEOID18
 PU1916  DYNAMIC HEIGHT  -        914.289 (meters)     2999.63  (feet) COMP
 PU1916  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 PU1916
 PU1916  VERT ORDER      -  SECOND    CLASS 0
 PU1916
 PU1916.The horizontal coordinates were scaled from a map and have
 PU1916.an estimated accuracy of +/- 6 seconds.
 PU1916
 PU1916.The orthometric height was determined by differential leveling and
 PU1916.adjusted by the NATIONAL GEODETIC SURVEY
 PU1916.in June 1991.
 PU1916
 PU1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1916.GEOID18 height accuracy estimate available here.
 PU1916
 PU1916.Click photographs - Photos may exist for this station.
 PU1916
 PU1916.The dynamic height is computed by dividing the NAVD 88
 PU1916.geopotential number by the normal gravity value computed on the
 PU1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1916.degrees latitude (g = 980.6199 gals.).
 PU1916
 PU1916.The modeled gravity was interpolated from observed gravity values.
 PU1916
 PU1916;                    North         East    Units  Estimated Accuracy
 PU1916;SPC SD N     -   119,980.      319,090.      MT  (+/- 180 meters Scaled)
 PU1916
 PU1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK141681(NAD 83)
 PU1916
 PU1916                          SUPERSEDED SURVEY CONTROL
 PU1916
 PU1916  NGVD 29 (??/??/92)  914.038  (m)         2998.81   (f) ADJ UNCH    2 0
 PU1916
 PU1916.Superseded values are not recommended for survey control.
 PU1916
 PU1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1916.See file dsdata.pdf to determine how the superseded data were derived.
 PU1916
 PU1916_MARKER: DB = BENCH MARK DISK
 PU1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1916_STAMPING: V 415 1963
 PU1916_MARK LOGO: CGS
 PU1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1916+STABILITY: SURFACE MOTION
 PU1916
 PU1916  HISTORY     - Date     Condition        Report By
 PU1916  HISTORY     - 1963     MONUMENTED       CGS
 PU1916
 PU1916                          STATION DESCRIPTION
 PU1916
 PU1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1916'15.6 MI NW FROM NEWELL.
 PU1916'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1916'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY ROAD,
 PU1916'THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.5
 PU1916'MILES NORTHWEST ALONG A TRACK ROAD ON PRIVATE PROPERTY OWNED
 PU1916'AND OPERATED BY THE PERSHEY BROTHERS, AT THE CREST OF A HILL,
 PU1916'255 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 2.4 FEET
 PU1916'NORTHWEST OF THE EAST END OF A WOODEN WINDBREAK, 1.4 FEET NORTH
 PU1916'OF THE WINDBREAK, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU1916'1 FOOT BELOW THE LEVEL OF THE TRACK ROAD, AND SET IN THE TOP
 PU1916'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0752 ***********************************************************************
 PU0752  DESIGNATION -  V 416
 PU0752  PID         -  PU0752
 PU0752  STATE/COUNTY-  SD/BUTTE
 PU0752  COUNTRY     -  US
 PU0752  USGS QUAD   -  CAMP CREEK (2017)
 PU0752
 PU0752                         *CURRENT SURVEY CONTROL
 PU0752  ______________________________________________________________________
 PU0752* NAD 83(1986) POSITION- 44 59 43.     (N) 102 58 10.     (W)   SCALED
 PU0752* NAVD 88 ORTHO HEIGHT -   879.547 (meters)     2885.65  (feet) ADJUSTED
 PU0752  ______________________________________________________________________
 PU0752  GEOID HEIGHT    -        -17.272 (meters)                     GEOID18
 PU0752  DYNAMIC HEIGHT  -        879.358 (meters)     2885.03  (feet) COMP
 PU0752  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 PU0752
 PU0752  VERT ORDER      -  SECOND    CLASS 0
 PU0752
 PU0752.The horizontal coordinates were scaled from a map and have
 PU0752.an estimated accuracy of +/- 6 seconds.
 PU0752
 PU0752.The orthometric height was determined by differential leveling and
 PU0752.adjusted by the NATIONAL GEODETIC SURVEY
 PU0752.in June 1991.
 PU0752
 PU0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0752.GEOID18 height accuracy estimate available here.
 PU0752
 PU0752.Click photographs - Photos may exist for this station.
 PU0752
 PU0752.The dynamic height is computed by dividing the NAVD 88
 PU0752.geopotential number by the normal gravity value computed on the
 PU0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0752.degrees latitude (g = 980.6199 gals.).
 PU0752
 PU0752.The modeled gravity was interpolated from observed gravity values.
 PU0752
 PU0752;                    North         East    Units  Estimated Accuracy
 PU0752;SPC SD N     -   133,410.      365,920.      MT  (+/- 180 meters Scaled)
 PU0752
 PU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK600844(NAD 83)
 PU0752
 PU0752                          SUPERSEDED SURVEY CONTROL
 PU0752
 PU0752  NGVD 29 (??/??/92)  879.073  (m)         2884.09   (f) ADJ UNCH    2 0
 PU0752
 PU0752.Superseded values are not recommended for survey control.
 PU0752
 PU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0752.See file dsdata.pdf to determine how the superseded data were derived.
 PU0752
 PU0752_MARKER: DB = BENCH MARK DISK
 PU0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0752_STAMPING: V 416 1963
 PU0752_MARK LOGO: CGS
 PU0752_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0752+STABILITY: SURFACE MOTION
 PU0752
 PU0752  HISTORY     - Date     Condition        Report By
 PU0752  HISTORY     - 1963     MONUMENTED       CGS
 PU0752
 PU0752                          STATION DESCRIPTION
 PU0752
 PU0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0752'4.8 MI SW FROM MUD BUTTE.
 PU0752'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM A GRAVELED
 PU0752'ROAD INTERSECTION AT MUD BUTTE, THENCE 3.5 MILES WEST ALONG
 PU0752'A GRAVELED ROAD, ABOUT 0.3 MILE WEST OF THE BUTTE-MEADE COUNTY
 PU0752'LINE, AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH TO THE
 PU0752'RED STAR SHEEP RANCH, 75.5 FEET NORTH OF THE CENTERLINE OF THE
 PU0752'ROAD, 54 FEET WEST OF THE CENTERLINE OF THE PRIVATE ROAD,
 PU0752'2.5 FEET EAST OF A POWER POLE AND IN LINE WITH A ROW OF POLES,
 PU0752'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 PU0752'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0752'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1316 ***********************************************************************
 PU1316  DESIGNATION -  V 417
 PU1316  PID         -  PU1316
 PU1316  STATE/COUNTY-  SD/BUTTE
 PU1316  COUNTRY     -  US
 PU1316  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1316
 PU1316                         *CURRENT SURVEY CONTROL
 PU1316  ______________________________________________________________________
 PU1316* NAD 83(1986) POSITION- 44 55 21.     (N) 103 11 55.     (W)   SCALED
 PU1316* NAVD 88 ORTHO HEIGHT -   869.000 (meters)     2851.04  (feet) ADJUSTED
 PU1316  ______________________________________________________________________
 PU1316  GEOID HEIGHT    -        -16.885 (meters)                     GEOID18
 PU1316  DYNAMIC HEIGHT  -        868.793 (meters)     2850.37  (feet) COMP
 PU1316  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 PU1316
 PU1316  VERT ORDER      -  SECOND    CLASS 0
 PU1316
 PU1316.The horizontal coordinates were scaled from a map and have
 PU1316.an estimated accuracy of +/- 6 seconds.
 PU1316
 PU1316.The orthometric height was determined by differential leveling and
 PU1316.adjusted by the NATIONAL GEODETIC SURVEY
 PU1316.in June 1991.
 PU1316
 PU1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1316.GEOID18 height accuracy estimate available here.
 PU1316
 PU1316.Click photographs - Photos may exist for this station.
 PU1316
 PU1316.The dynamic height is computed by dividing the NAVD 88
 PU1316.geopotential number by the normal gravity value computed on the
 PU1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1316.degrees latitude (g = 980.6199 gals.).
 PU1316
 PU1316.The modeled gravity was interpolated from observed gravity values.
 PU1316
 PU1316;                    North         East    Units  Estimated Accuracy
 PU1316;SPC SD N     -   126,020.      347,540.      MT  (+/- 180 meters Scaled)
 PU1316
 PU1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK421759(NAD 83)
 PU1316
 PU1316                          SUPERSEDED SURVEY CONTROL
 PU1316
 PU1316  NGVD 29 (??/??/92)  868.521  (m)         2849.47   (f) ADJ UNCH    2 0
 PU1316
 PU1316.Superseded values are not recommended for survey control.
 PU1316
 PU1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1316.See file dsdata.pdf to determine how the superseded data were derived.
 PU1316
 PU1316_MARKER: DB = BENCH MARK DISK
 PU1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1316_SP_SET: BRIDGE HEADWALL
 PU1316_STAMPING: V 417 1963
 PU1316_MARK LOGO: CGS
 PU1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1316
 PU1316  HISTORY     - Date     Condition        Report By
 PU1316  HISTORY     - 1963     MONUMENTED       CGS
 PU1316
 PU1316                          STATION DESCRIPTION
 PU1316
 PU1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1316'13.8 MI SE FROM CASTLE ROCK.
 PU1316'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1316'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED
 PU1316'COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD,
 PU1316'THENCE 3.9 MILES EAST ALONG A GRADED COUNTY ROAD, SET IN THE
 PU1316'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 PU1316'BRIDGE OVER AN IRRIGATION CANAL, 15.4 FEET SOUTH OF THE CENTERLINE
 PU1316'OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND ABOUT 0.7 FOOT WEST
 PU1316'OF THE EAST EDGE OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1467 ***********************************************************************
 PU1467  DESIGNATION -  V 418
 PU1467  PID         -  PU1467
 PU1467  STATE/COUNTY-  SD/MEADE
 PU1467  COUNTRY     -  US
 PU1467  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU1467
 PU1467                         *CURRENT SURVEY CONTROL
 PU1467  ______________________________________________________________________
 PU1467* NAD 83(1986) POSITION- 44 28 52.     (N) 103 14 32.     (W)   SCALED
 PU1467* NAVD 88 ORTHO HEIGHT -   840.690 (meters)     2758.16  (feet) ADJUSTED
 PU1467  ______________________________________________________________________
 PU1467  GEOID HEIGHT    -        -16.598 (meters)                     GEOID18
 PU1467  DYNAMIC HEIGHT  -        840.458 (meters)     2757.40  (feet) COMP
 PU1467  MODELED GRAVITY -    980,313.0   (mgal)                       NAVD 88
 PU1467
 PU1467  VERT ORDER      -  FIRST     CLASS II
 PU1467
 PU1467.The horizontal coordinates were scaled from a map and have
 PU1467.an estimated accuracy of +/- 6 seconds.
 PU1467
 PU1467.The orthometric height was determined by differential leveling and
 PU1467.adjusted by the NATIONAL GEODETIC SURVEY
 PU1467.in October 1997.
 PU1467
 PU1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1467.GEOID18 height accuracy estimate available here.
 PU1467
 PU1467.Click photographs - Photos may exist for this station.
 PU1467
 PU1467.The dynamic height is computed by dividing the NAVD 88
 PU1467.geopotential number by the normal gravity value computed on the
 PU1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1467.degrees latitude (g = 980.6199 gals.).
 PU1467
 PU1467.The modeled gravity was interpolated from observed gravity values.
 PU1467
 PU1467;                    North         East    Units  Estimated Accuracy
 PU1467;SPC SD N     -    77,150.      342,140.      MT  (+/- 180 meters Scaled)
 PU1467
 PU1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK397268(NAD 83)
 PU1467
 PU1467                          SUPERSEDED SURVEY CONTROL
 PU1467
 PU1467  NAVD 88 (06/15/91)  840.703  (m)         2758.21   (f) SUPERSEDED  1 2
 PU1467  NGVD 29 (??/??/92)  840.219  (m)         2756.62   (f) ADJ UNCH    1 2
 PU1467
 PU1467.Superseded values are not recommended for survey control.
 PU1467
 PU1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1467.See file dsdata.pdf to determine how the superseded data were derived.
 PU1467
 PU1467_MARKER: DB = BENCH MARK DISK
 PU1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1467_STAMPING: V 418 1963
 PU1467_MARK LOGO: CGS
 PU1467_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1467+STABILITY: SURFACE MOTION
 PU1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1467+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 PU1467
 PU1467  HISTORY     - Date     Condition        Report By
 PU1467  HISTORY     - 1963     MONUMENTED       CGS
 PU1467  HISTORY     - 19950513 GOOD             NGS
 PU1467  HISTORY     - 20120420 GOOD             INDIV
 PU1467
 PU1467                          STATION DESCRIPTION
 PU1467
 PU1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1467'3.4 MI NE FROM BEAR BUTTE.
 PU1467'ABOUT 3.4 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE CATHOLIC
 PU1467'CHURCH AT BEAR BUTTE, 71.5 FEET SOUTH OF THE CENTERLINE OF THE
 PU1467'HIGHWAY, 2.6 FEET NORTH OF A T-JUNCTION OF FENCES, 1.7 FEET WEST
 PU1467'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU1467'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
 PU1467
 PU1467                          STATION RECOVERY (1995)
 PU1467
 PU1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1467'26.5 KM (16.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1467'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 828.0 M (2716.5 FT)
 PU1467'WEST OF MILEPOST 51, 623.0 M (2044.0 FT) EAST OF MILEPOST 50, 22.4 M
 PU1467'(73.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) WEST OF THE
 PU1467'WEST END OF A FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PU1467'0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A
 PU1467'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1467'GROUND SURFACE.
 PU1467
 PU1467                          STATION RECOVERY (2012)
 PU1467
 PU1467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0627 ***********************************************************************
 QS0627  DESIGNATION -  V 427
 QS0627  PID         -  QS0627
 QS0627  STATE/COUNTY-  SD/CORSON
 QS0627  COUNTRY     -  US
 QS0627  USGS QUAD   -  MCINTOSH (2017)
 QS0627
 QS0627                         *CURRENT SURVEY CONTROL
 QS0627  ______________________________________________________________________
 QS0627* NAD 83(1986) POSITION- 45 52 31.     (N) 101 19 43.     (W)   SCALED
 QS0627* NAVD 88 ORTHO HEIGHT -   679.475 (meters)     2229.24  (feet) ADJUSTED
 QS0627  ______________________________________________________________________
 QS0627  GEOID HEIGHT    -        -20.474 (meters)                     GEOID18
 QS0627  DYNAMIC HEIGHT  -        679.410 (meters)     2229.03  (feet) COMP
 QS0627  MODELED GRAVITY -    980,496.6   (mgal)                       NAVD 88
 QS0627
 QS0627  VERT ORDER      -  FIRST     CLASS II
 QS0627
 QS0627.The horizontal coordinates were scaled from a map and have
 QS0627.an estimated accuracy of +/- 6 seconds.
 QS0627
 QS0627.The orthometric height was determined by differential leveling and
 QS0627.adjusted by the NATIONAL GEODETIC SURVEY
 QS0627.in June 1991.
 QS0627
 QS0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0627.GEOID18 height accuracy estimate available here.
 QS0627
 QS0627.Click photographs - Photos may exist for this station.
 QS0627
 QS0627.The dynamic height is computed by dividing the NAVD 88
 QS0627.geopotential number by the normal gravity value computed on the
 QS0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0627.degrees latitude (g = 980.6199 gals.).
 QS0627
 QS0627.The modeled gravity was interpolated from observed gravity values.
 QS0627
 QS0627;                    North         East    Units  Estimated Accuracy
 QS0627;SPC SD N     -   227,770.      496,850.      MT  (+/- 180 meters Scaled)
 QS0627
 QS0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR192828(NAD 83)
 QS0627
 QS0627                          SUPERSEDED SURVEY CONTROL
 QS0627
 QS0627.No superseded survey control is available for this station.
 QS0627
 QS0627_MARKER: I = METAL ROD
 QS0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0627_STAMPING: V 427 1985
 QS0627_MARK LOGO: NGS
 QS0627_PROJECTION: PROJECTING 5 CENTIMETERS
 QS0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0627_ROD/PIPE-DEPTH: 6.0 meters
 QS0627
 QS0627  HISTORY     - Date     Condition        Report By
 QS0627  HISTORY     - 1985     MONUMENTED       NGS
 QS0627
 QS0627                          STATION DESCRIPTION
 QS0627
 QS0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0627'5.1 KM (3.15 MI) SOUTH FROM MCINTOSH.
 QS0627'5.1 KM (3.15 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0627'HIGHWAY 12 AT MCINTOSH, 0.16 KM (0.1 MI) SOUTH OF A SECTION LINE ROAD
 QS0627'LEADING EAST, 22.3 METERS (73.3 FT) EAST OF THE HIGHWAY CENTERLINE,
 QS0627'1.2 METERS (4 FT) SOUTH OF A 4- BY 4-INCH WOODEN RIHGT OF WAY POST AND
 QS0627'0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 QS0627'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0627'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QS0627'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0624 ***********************************************************************
 QS0624  CBN         -  This is a Cooperative Base Network Control Station.
 QS0624  DESIGNATION -  V 428
 QS0624  PID         -  QS0624
 QS0624  STATE/COUNTY-  SD/CORSON
 QS0624  COUNTRY     -  US
 QS0624  USGS QUAD   -  MCINTOSH (2017)
 QS0624
 QS0624                         *CURRENT SURVEY CONTROL
 QS0624  ______________________________________________________________________
 QS0624* NAD 83(2011) POSITION- 45 55 17.06890(N) 101 20 50.23268(W)   ADJUSTED
 QS0624* NAD 83(2011) ELLIP HT-   683.445 (meters)        (06/27/12)   ADJUSTED
 QS0624* NAD 83(2011) EPOCH   -  2010.00
 QS0624* NAVD 88 ORTHO HEIGHT -   703.846 (meters)     2309.20  (feet) ADJUSTED
 QS0624  ______________________________________________________________________
 QS0624  GEOID HEIGHT    -        -20.402 (meters)                     GEOID18
 QS0624  NAD 83(2011) X  -   -874,592.503 (meters)                     COMP
 QS0624  NAD 83(2011) Y  - -4,358,185.572 (meters)                     COMP
 QS0624  NAD 83(2011) Z  -  4,559,665.994 (meters)                     COMP
 QS0624  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 QS0624  DYNAMIC HEIGHT  -        703.782 (meters)     2308.99  (feet) COMP
 QS0624  MODELED GRAVITY -    980,500.6   (mgal)                       NAVD 88
 QS0624
 QS0624  VERT ORDER      -  FIRST     CLASS II
 QS0624
 QS0624  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 QS0624  Standards:
 QS0624         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 QS0624            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 QS0624  -------------------------------------------------------------------
 QS0624  NETWORK    0.65   1.31           0.31   0.20   0.67     -0.04612402
 QS0624  -------------------------------------------------------------------
 QS0624  Click here for local accuracies and other accuracy information.
 QS0624
 QS0624.The horizontal coordinates were established by GPS observations
 QS0624.and adjusted by the National Geodetic Survey in June 2012.
 QS0624
 QS0624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 QS0624.been affixed to the stable North American tectonic plate. See 
 QS0624.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 QS0624
 QS0624.The horizontal coordinates are valid at the epoch date displayed above
 QS0624.which is a decimal equivalence of Year/Month/Day.
 QS0624
 QS0624.The orthometric height was determined by differential leveling and
 QS0624.adjusted by the NATIONAL GEODETIC SURVEY
 QS0624.in June 1991.
 QS0624
 QS0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0624.GEOID18 height accuracy estimate available here.
 QS0624
 QS0624.Click photographs - Photos may exist for this station.
 QS0624
 QS0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0624
 QS0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0624
 QS0624.The ellipsoidal height was determined by GPS observations
 QS0624.and is referenced to NAD 83.
 QS0624
 QS0624.The dynamic height is computed by dividing the NAVD 88
 QS0624.geopotential number by the normal gravity value computed on the
 QS0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0624.degrees latitude (g = 980.6199 gals.).
 QS0624
 QS0624.The modeled gravity was interpolated from observed gravity values.
 QS0624
 QS0624. The following values were computed from the NAD 83(2011) position.
 QS0624
 QS0624;                    North         East     Units Scale Factor Converg.
 QS0624;SPC SD N     -   232,915.834   495,486.163   MT  1.00005467   -0 57 12.7
 QS0624;SPC SD N     -   764,158.03  1,625,607.52   sFT  1.00005467   -0 57 12.7
 QS0624;UTM  14      - 5,087,994.555   317,988.556   MT  1.00000728   -1 41 12.2
 QS0624
 QS0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0624!SPC SD N     -   0.99989287  x   1.00005467  =   0.99994753
 QS0624!UTM  14      -   0.99989287  x   1.00000728  =   0.99990015
 QS0624
 QS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1798887994(NAD 83)
 QS0624
 QS0624                          SUPERSEDED SURVEY CONTROL
 QS0624
 QS0624  NAD 83(2007)-  45 55 17.06878(N)    101 20 50.23385(W) AD(2002.00) 0
 QS0624  ELLIP H (02/10/07)  683.474  (m)                       GP(2002.00)    
 QS0624  NAD 83(1996)-  45 55 17.06833(N)    101 20 50.23389(W) AD(       ) A
 QS0624  ELLIP H (06/23/03)  683.472  (m)                       GP(       ) 3 1
 QS0624  NAVD 88             703.85   (m)         2309.2    (f) LEVELING    3  
 QS0624
 QS0624.Superseded values are not recommended for survey control.
 QS0624
 QS0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0624.See file dsdata.pdf to determine how the superseded data were derived.
 QS0624
 QS0624_MARKER: I = METAL ROD
 QS0624_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0624_STAMPING: V 428 1985
 QS0624_MARK LOGO: NGS
 QS0624_PROJECTION: FLUSH
 QS0624_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0624+STABILITY: POSITION/ELEVATION WELL
 QS0624_ROD/PIPE-DEPTH: 14.6 meters
 QS0624_SLEEVE-DEPTH  : 12.2 meters
 QS0624
 QS0624  HISTORY     - Date     Condition        Report By
 QS0624  HISTORY     - 1985     MONUMENTED       NGS
 QS0624  HISTORY     - 20020521 GOOD             SDDT
 QS0624
 QS0624                          STATION DESCRIPTION
 QS0624
 QS0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0624'IN MCINTOSH.
 QS0624'IN MCINTOSH, IN THE NORTH LAWN OF THE CORSON COUNTY COURTHOUSE, 24.4
 QS0624'METERS (80 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 QS0624'COURTHOUSE, 12.8 METERS (42 FT) SOUTH OF THE SOUTH CORNER OF THE
 QS0624'COUNTY SHERIFFS OFFICE, 2.4 METERS (8 FT) SOUTH OF A DOUBLE GUYED
 QS0624'POWER POLE WITH A TRANSFORMER AND A STREET LITE ATTACHED AND 7.0
 QS0624'METERS (23 FT) SOUTH OF THE CENTER OF THE GRAVEL DRIVE TO THE
 QS0624'COURTHOUSE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QS0624'CAP.
 QS0624'THE MARK IS ABOVE LEVEL WITH THE GRAVEL DRIVE.
 QS0624
 QS0624                          STATION RECOVERY (2002)
 QS0624
 QS0624'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 QS0624'RECOVERED AS DESCRIBED
 QS0624'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0638 ***********************************************************************
 OT0638  DESIGNATION -  V 429
 OT0638  PID         -  OT0638
 OT0638  STATE/COUNTY-  SD/FALL RIVER
 OT0638  COUNTRY     -  US
 OT0638  USGS QUAD   -  MINNEKAHTA (2017)
 OT0638
 OT0638                         *CURRENT SURVEY CONTROL
 OT0638  ______________________________________________________________________
 OT0638* NAD 83(1986) POSITION- 43 23 36.     (N) 103 43 50.     (W)   SCALED
 OT0638* NAVD 88 ORTHO HEIGHT -  1331.542 (meters)     4368.57  (feet) ADJUSTED
 OT0638  ______________________________________________________________________
 OT0638  GEOID HEIGHT    -        -14.889 (meters)                     GEOID18
 OT0638  DYNAMIC HEIGHT  -       1330.948 (meters)     4366.62  (feet) COMP
 OT0638  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 OT0638
 OT0638  VERT ORDER      -  FIRST     CLASS II
 OT0638
 OT0638.The horizontal coordinates were scaled from a map and have
 OT0638.an estimated accuracy of +/- 6 seconds.
 OT0638
 OT0638.The orthometric height was determined by differential leveling and
 OT0638.adjusted by the NATIONAL GEODETIC SURVEY
 OT0638.in June 1991.
 OT0638
 OT0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0638.GEOID18 height accuracy estimate available here.
 OT0638
 OT0638.Click photographs - Photos may exist for this station.
 OT0638
 OT0638.The dynamic height is computed by dividing the NAVD 88
 OT0638.geopotential number by the normal gravity value computed on the
 OT0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0638.degrees latitude (g = 980.6199 gals.).
 OT0638
 OT0638.The modeled gravity was interpolated from observed gravity values.
 OT0638
 OT0638;                    North         East    Units  Estimated Accuracy
 OT0638;SPC SD S     -   123,380.      324,860.      MT  (+/- 180 meters Scaled)
 OT0638
 OT0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ028052(NAD 83)
 OT0638
 OT0638                          SUPERSEDED SURVEY CONTROL
 OT0638
 OT0638.No superseded survey control is available for this station.
 OT0638
 OT0638_MARKER: DV = VERTICAL CONTROL DISK
 OT0638_SETTING: 66 = SET IN ROCK OUTCROP
 OT0638_STAMPING: V 429 1985
 OT0638_MARK LOGO: NGS
 OT0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0638+STABILITY: POSITION/ELEVATION WELL
 OT0638
 OT0638  HISTORY     - Date     Condition        Report By
 OT0638  HISTORY     - 1985     MONUMENTED       NGS
 OT0638
 OT0638                          STATION DESCRIPTION
 OT0638
 OT0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0638'13.0 KM (8.1 MI) NE FROM EDGEMONT.
 OT0638'13.05 KM (8.05 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0638'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD, IN TOP OF A
 OT0638'1- BY 2-FOOT LEDGE, IN A SANDSTONE BEDROCK CUT, 0.6 KM (0.4 MI) WEST
 OT0638'OF MILEPOST 21, 0.1 KM (0.05 MI) EAST OF THE EAST END OF A BRIDGE,
 OT0638'21.7 METERS (71 FT) NORTH OF THE HIGHWAY CENTERLINE, 39.0 METERS (128
 OT0638'FT) EAST OF THE CENTER OF A DIRT ROAD, 12.6 METERS (41.5 FT) SOUTH OF
 OT0638'THE RIGHT-OF-WAY FENCE AND 1.2 METERS (4 FT) ABOVE THE BASE OF THE
 OT0638'CUT.
 OT0638'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 OT0638'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0664 ***********************************************************************
 OT0664  DESIGNATION -  V 430
 OT0664  PID         -  OT0664
 OT0664  STATE/COUNTY-  SD/CUSTER
 OT0664  COUNTRY     -  US
 OT0664  USGS QUAD   -  BUTCHER HILL (2017)
 OT0664
 OT0664                         *CURRENT SURVEY CONTROL
 OT0664  ______________________________________________________________________
 OT0664* NAD 83(1986) POSITION- 43 38 22.     (N) 103 17 30.     (W)   SCALED
 OT0664* NAVD 88 ORTHO HEIGHT -  1105.644 (meters)     3627.43  (feet) ADJUSTED
 OT0664  ______________________________________________________________________
 OT0664  GEOID HEIGHT    -        -15.791 (meters)                     GEOID18
 OT0664  DYNAMIC HEIGHT  -       1105.200 (meters)     3625.98  (feet) COMP
 OT0664  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 OT0664
 OT0664  VERT ORDER      -  FIRST     CLASS II
 OT0664
 OT0664.The horizontal coordinates were scaled from a map and have
 OT0664.an estimated accuracy of +/- 6 seconds.
 OT0664
 OT0664.The orthometric height was determined by differential leveling and
 OT0664.adjusted by the NATIONAL GEODETIC SURVEY
 OT0664.in June 1991.
 OT0664
 OT0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0664.GEOID18 height accuracy estimate available here.
 OT0664
 OT0664.Click photographs - Photos may exist for this station.
 OT0664
 OT0664.The dynamic height is computed by dividing the NAVD 88
 OT0664.geopotential number by the normal gravity value computed on the
 OT0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0664.degrees latitude (g = 980.6199 gals.).
 OT0664
 OT0664.The modeled gravity was interpolated from observed gravity values.
 OT0664
 OT0664;                    North         East    Units  Estimated Accuracy
 OT0664;SPC SD S     -   149,350.      361,360.      MT  (+/- 180 meters Scaled)
 OT0664
 OT0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ377332(NAD 83)
 OT0664
 OT0664                          SUPERSEDED SURVEY CONTROL
 OT0664
 OT0664.No superseded survey control is available for this station.
 OT0664
 OT0664_MARKER: DV = VERTICAL CONTROL DISK
 OT0664_SETTING: 66 = SET IN ROCK OUTCROP
 OT0664_STAMPING: V 430 1985
 OT0664_MARK LOGO: NGS
 OT0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0664+STABILITY: POSITION/ELEVATION WELL
 OT0664
 OT0664  HISTORY     - Date     Condition        Report By
 OT0664  HISTORY     - 1985     MONUMENTED       NGS
 OT0664
 OT0664                          STATION DESCRIPTION
 OT0664
 OT0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0664'25.4 KM (15.8 MI) SOUTH FROM HERMOSA.
 OT0664'25.45 KM (15.8 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0664'STATE HIGHWAY 40 EAST AT HERMOSA, IN TOP OF THE NORTHEAST END OF A
 OT0664'3- BY 11-FOOT PORTION OF LIMESTONE BEDROCK, IN THE CENTER OF A SHORT
 OT0664'CUT, 3.65 KM (2.3 MI) NORTH OF THE CROSSING OF LAME JOHNNY CREEK,
 OT0664'0.36 KM (0.2 MI) SOUTHWEST OF MILEPOST 45, 16.0 METERS (52.5 FT)
 OT0664'SOUTHEAST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) NORTHWEST OF
 OT0664'THE RIGHT-OF-WAY FENCE AND 0.9 METER (3 FT) ABOVE THE BASE OF THE CUT.
 OT0664'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OT0664'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2144 ***********************************************************************
 PU2144  DESIGNATION -  V 431
 PU2144  PID         -  PU2144
 PU2144  STATE/COUNTY-  SD/PENNINGTON
 PU2144  COUNTRY     -  US
 PU2144  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2144
 PU2144                         *CURRENT SURVEY CONTROL
 PU2144  ______________________________________________________________________
 PU2144* NAD 83(1986) POSITION- 44 03 43.7    (N) 103 11 29.0    (W)   HD_HELD2
 PU2144* NAVD 88 ORTHO HEIGHT -   972.076 (meters)     3189.22  (feet) ADJUSTED
 PU2144  ______________________________________________________________________
 PU2144  GEOID HEIGHT    -        -16.065 (meters)                     GEOID18
 PU2144  DYNAMIC HEIGHT  -        971.749 (meters)     3188.15  (feet) COMP
 PU2144  MODELED GRAVITY -    980,248.6   (mgal)                       NAVD 88
 PU2144
 PU2144  VERT ORDER      -  FIRST     CLASS II
 PU2144
 PU2144.The horizontal coordinates were established by autonomous hand held GPS
 PU2144.observations and have an estimated accuracy of +/- 10 meters.
 PU2144
 PU2144.The orthometric height was determined by differential leveling and
 PU2144.adjusted by the NATIONAL GEODETIC SURVEY
 PU2144.in October 1997.
 PU2144
 PU2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2144.GEOID18 height accuracy estimate available here.
 PU2144
 PU2144.Click photographs - Photos may exist for this station.
 PU2144
 PU2144.The dynamic height is computed by dividing the NAVD 88
 PU2144.geopotential number by the normal gravity value computed on the
 PU2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2144.degrees latitude (g = 980.6199 gals.).
 PU2144
 PU2144.The modeled gravity was interpolated from observed gravity values.
 PU2144
 PU2144;                    North         East    Units  Estimated Accuracy
 PU2144;SPC SD S     -   195,998.      371,065.      MT  (+/- 10 meters HH2 GPS)
 PU2144
 PU2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4485380364(NAD 83)
 PU2144
 PU2144                          SUPERSEDED SURVEY CONTROL
 PU2144
 PU2144  NAVD 88 (06/15/91)  972.081  (m)         3189.24   (f) SUPERSEDED  1 2
 PU2144
 PU2144.Superseded values are not recommended for survey control.
 PU2144
 PU2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2144.See file dsdata.pdf to determine how the superseded data were derived.
 PU2144
 PU2144_MARKER: DV = VERTICAL CONTROL DISK
 PU2144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU2144_SP_SET: PIER
 PU2144_STAMPING: V 431 1985
 PU2144_MARK LOGO: NGS
 PU2144_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2144+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2011
 PU2144
 PU2144  HISTORY     - Date     Condition        Report By
 PU2144  HISTORY     - 1985     MONUMENTED       NGS
 PU2144  HISTORY     - 19950503 GOOD             NGS
 PU2144  HISTORY     - 20050731 GOOD             USPSQD
 PU2144  HISTORY     - 20110527 GOOD             INDIV
 PU2144
 PU2144                          STATION DESCRIPTION
 PU2144
 PU2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PU2144'2.7 KM (1.7 MI) SE FROM RAPID CITY.
 PU2144'2.75 KM (1.7 MI) SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU2144'AT RAPID CITY, VERTICALLY IN THE NORTHWEST FACE OF THE EAST ONE OF TWO
 PU2144'PIERS OF THE SECOND PIERS NORTH OF THE SOUTH END OF THE CAMBELL STREET
 PU2144'BRIDGE OVER THE NORTH BOUND HIGHWAY LANES AND THE NORTH WESTERN
 PU2144'RAILROAD, 6.1 METERS (20 FT) NORTHEAST OF THE CENTER OF THE NORTH
 PU2144'BOUND LANE, 7.3 METERS (24 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PU2144'MAIN TRACKS AND 1.5 METERS (5 FT) ABOVE THE GROUND.
 PU2144'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 PU2144
 PU2144                          STATION RECOVERY (1995)
 PU2144
 PU2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2144'IN RAPID CITY, AT THE INTERSECTION OF CAMBELL STREET AND THE CHICAGO
 PU2144'NORTHWESTERN RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 PU2144'EAST CONCRETE COLUMN OF THE 2ND PIER NORTH OF THE SOUTH ABUTMENT OF
 PU2144'THE STREET OVERPASS OF THE RAILROAD, 7.3 M (24.0 FT) SOUTHWEST OF THE
 PU2144'NEAT RAIL, 6.4 M (21.0 FT) EAST OF THE STREET CENTER, AND 1.5 M (4.9
 PU2144'FT) ABOVE THE GROUND SURFACE.
 PU2144
 PU2144                          STATION RECOVERY (2005)
 PU2144
 PU2144'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGH)
 PU2144'RECOVERED IN GOOD CONDITION.
 PU2144
 PU2144                          STATION RECOVERY (2011)
 PU2144
 PU2144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU2144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0918 ***********************************************************************
 PT0918  DESIGNATION -  V 432
 PT0918  PID         -  PT0918
 PT0918  STATE/COUNTY-  SD/STANLEY
 PT0918  COUNTRY     -  US
 PT0918  USGS QUAD   -  MAY RANCH (2017)
 PT0918
 PT0918                         *CURRENT SURVEY CONTROL
 PT0918  ______________________________________________________________________
 PT0918* NAD 83(1986) POSITION- 44 18 24.06   (N) 101 07 42.02   (W)   HD_HELD1
 PT0918* NAVD 88 ORTHO HEIGHT -   620.273 (meters)     2035.01  (feet) ADJUSTED
 PT0918  ______________________________________________________________________
 PT0918  GEOID HEIGHT    -        -22.458 (meters)                     GEOID18
 PT0918  DYNAMIC HEIGHT  -        620.112 (meters)     2034.48  (feet) COMP
 PT0918  MODELED GRAVITY -    980,340.3   (mgal)                       NAVD 88
 PT0918
 PT0918  VERT ORDER      -  FIRST     CLASS II
 PT0918
 PT0918.The horizontal coordinates were determined by differentially corrected
 PT0918.hand held GPS observations or other comparable positioning techniques
 PT0918.and have an estimated accuracy of +/- 3 meters.
 PT0918
 PT0918.The orthometric height was determined by differential leveling and
 PT0918.adjusted by the NATIONAL GEODETIC SURVEY
 PT0918.in June 1991.
 PT0918
 PT0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0918.GEOID18 height accuracy estimate available here.
 PT0918
 PT0918.Click photographs - Photos may exist for this station.
 PT0918
 PT0918.The dynamic height is computed by dividing the NAVD 88
 PT0918.geopotential number by the normal gravity value computed on the
 PT0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0918.degrees latitude (g = 980.6199 gals.).
 PT0918
 PT0918.The modeled gravity was interpolated from observed gravity values.
 PT0918
 PT0918;                    North         East    Units  Estimated Accuracy
 PT0918;SPC SD S     -   219,534.0     536,567.3     MT  (+/- 3 meters HH1 GPS) 
 PT0918
 PT0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3024208139(NAD 83)
 PT0918
 PT0918                          SUPERSEDED SURVEY CONTROL
 PT0918
 PT0918.No superseded survey control is available for this station.
 PT0918
 PT0918_MARKER: I = METAL ROD
 PT0918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0918_STAMPING: V 432 1985
 PT0918_MARK LOGO: NGS
 PT0918_PROJECTION: FLUSH
 PT0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0918+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0918_ROD/PIPE-DEPTH: 4.9 meters
 PT0918
 PT0918  HISTORY     - Date     Condition        Report By
 PT0918  HISTORY     - 1985     MONUMENTED       NGS
 PT0918  HISTORY     - 20120605 GOOD             INDIV
 PT0918
 PT0918                          STATION DESCRIPTION
 PT0918
 PT0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0918'27.5 KM (17.1 MI) NORTH FROM MIDLAND.
 PT0918'27.53 KM (17.11 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0918'FROM THEIR JUNCTION AT MIDLAND, IN THE NORTHWEST CORNER OF THE T
 PT0918'JUNCTION OF A FIELD ACCESS ROAD LEADING WEST, 0.25 KM (0.16 MI) SOUTH
 PT0918'OF A BRIDGE, 0.80 KM (0.50 MI) SOUTH OF MILEPOST 186, 30.0 METERS
 PT0918'(98.5 FT) WEST OF THE HIGHWAY CENTERLINE, 8.1 METERS (26.5 FT) NORTH
 PT0918'OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) EAST OF THE
 PT0918'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PT0918'5-INCH LOGO CAP.
 PT0918'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0918'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0918
 PT0918                          STATION RECOVERY (2012)
 PT0918
 PT0918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0959 ***********************************************************************
 PT0959  DESIGNATION -  V 433
 PT0959  PID         -  PT0959
 PT0959  STATE/COUNTY-  SD/ZIEBACH
 PT0959  COUNTRY     -  US
 PT0959  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0959
 PT0959                         *CURRENT SURVEY CONTROL
 PT0959  ______________________________________________________________________
 PT0959* NAD 83(1986) POSITION- 44 49 13.     (N) 101 16 47.     (W)   SCALED
 PT0959* NAVD 88 ORTHO HEIGHT -   608.897 (meters)     1997.69  (feet) ADJUSTED
 PT0959  ______________________________________________________________________
 PT0959  GEOID HEIGHT    -        -21.525 (meters)                     GEOID18
 PT0959  DYNAMIC HEIGHT  -        608.780 (meters)     1997.31  (feet) COMP
 PT0959  MODELED GRAVITY -    980,405.7   (mgal)                       NAVD 88
 PT0959
 PT0959  VERT ORDER      -  FIRST     CLASS II
 PT0959
 PT0959.The horizontal coordinates were scaled from a map and have
 PT0959.an estimated accuracy of +/- 6 seconds.
 PT0959
 PT0959.The orthometric height was determined by differential leveling and
 PT0959.adjusted by the NATIONAL GEODETIC SURVEY
 PT0959.in June 1991.
 PT0959
 PT0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0959.GEOID18 height accuracy estimate available here.
 PT0959
 PT0959.Click photographs - Photos may exist for this station.
 PT0959
 PT0959.The dynamic height is computed by dividing the NAVD 88
 PT0959.geopotential number by the normal gravity value computed on the
 PT0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0959.degrees latitude (g = 980.6199 gals.).
 PT0959
 PT0959.The modeled gravity was interpolated from observed gravity values.
 PT0959
 PT0959;                    North         East    Units  Estimated Accuracy
 PT0959;SPC SD N     -   110,470.      498,790.      MT  (+/- 180 meters Scaled)
 PT0959
 PT0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ197655(NAD 83)
 PT0959
 PT0959                          SUPERSEDED SURVEY CONTROL
 PT0959
 PT0959.No superseded survey control is available for this station.
 PT0959
 PT0959_MARKER: I = METAL ROD
 PT0959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0959_STAMPING: V 433 1985
 PT0959_MARK LOGO: NGS
 PT0959_PROJECTION: FLUSH
 PT0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0959+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 PT0959_ROD/PIPE-DEPTH: 4.9 meters
 PT0959
 PT0959  HISTORY     - Date     Condition        Report By
 PT0959  HISTORY     - 1985     MONUMENTED       NGS
 PT0959  HISTORY     - 20110420 GOOD             INDIV
 PT0959
 PT0959                          STATION DESCRIPTION
 PT0959
 PT0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0959'24.9 KM (15.5 MI) SOUTH FROM EAGLE BUTTE.
 PT0959'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0959'STREET AT EAGLE BUTTE, THENCE 21.38 KM (13.29 MI) SOUTH ALONG STATE
 PT0959'HIGHWAY 63, IN THE NORTHWEST CORNER OF THE JUNCTION OF A TRACK SECTION
 PT0959'LINE ROAD, 0.50 KM (0.31 MI) SOUTH OF THE SOUTH END OF A SHARP CURVE,
 PT0959'0.76 KM (0.47 MI) SOUTH OF MILEPOST 155, 38.4 METERS (126 FT) WEST OF
 PT0959'THE HIGHWAY CENTERLINE, 5.8 METERS (19 FT) NORTH OF THE CENTER OF THE
 PT0959'ROAD, 28.5 METERS (93.5 FT) WEST-SOUTHWEST OF A POWER POLE AND
 PT0959'0.3 METER (1 FT) SOUTH OF A EAST-WEST FENCE.  NOTE--ACCESS TO DATUM
 PT0959'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0959'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0959'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PT0959
 PT0959                          STATION RECOVERY (2011)
 PT0959
 PT0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0588 ***********************************************************************
 QS0588  DESIGNATION -  V 434
 QS0588  PID         -  QS0588
 QS0588  STATE/COUNTY-  SD/DEWEY
 QS0588  COUNTRY     -  US
 QS0588  USGS QUAD   -  LANTRY (2017)
 QS0588
 QS0588                         *CURRENT SURVEY CONTROL
 QS0588  ______________________________________________________________________
 QS0588* NAD 83(1986) POSITION- 45 01 20.     (N) 101 26 32.     (W)   SCALED
 QS0588* NAVD 88 ORTHO HEIGHT -   729.944 (meters)     2394.82  (feet) ADJUSTED
 QS0588  ______________________________________________________________________
 QS0588  GEOID HEIGHT    -        -20.882 (meters)                     GEOID18
 QS0588  DYNAMIC HEIGHT  -        729.799 (meters)     2394.35  (feet) COMP
 QS0588  MODELED GRAVITY -    980,393.9   (mgal)                       NAVD 88
 QS0588
 QS0588  VERT ORDER      -  FIRST     CLASS II
 QS0588
 QS0588.The horizontal coordinates were scaled from a map and have
 QS0588.an estimated accuracy of +/- 6 seconds.
 QS0588
 QS0588.The orthometric height was determined by differential leveling and
 QS0588.adjusted by the NATIONAL GEODETIC SURVEY
 QS0588.in June 1991.
 QS0588
 QS0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0588.GEOID18 height accuracy estimate available here.
 QS0588
 QS0588.Click photographs - Photos may exist for this station.
 QS0588
 QS0588.The dynamic height is computed by dividing the NAVD 88
 QS0588.geopotential number by the normal gravity value computed on the
 QS0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0588.degrees latitude (g = 980.6199 gals.).
 QS0588
 QS0588.The modeled gravity was interpolated from observed gravity values.
 QS0588
 QS0588;                    North         East    Units  Estimated Accuracy
 QS0588;SPC SD N     -   133,130.      486,340.      MT  (+/- 180 meters Scaled)
 QS0588
 QS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ075883(NAD 83)
 QS0588
 QS0588                          SUPERSEDED SURVEY CONTROL
 QS0588
 QS0588.No superseded survey control is available for this station.
 QS0588
 QS0588_MARKER: I = METAL ROD
 QS0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0588_STAMPING: V 434 1985
 QS0588_MARK LOGO: NGS
 QS0588_PROJECTION: FLUSH
 QS0588_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0588+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QS0588_ROD/PIPE-DEPTH: 4.3 meters
 QS0588
 QS0588  HISTORY     - Date     Condition        Report By
 QS0588  HISTORY     - 1985     MONUMENTED       NGS
 QS0588  HISTORY     - 19960425 GOOD             NGS
 QS0588
 QS0588                          STATION DESCRIPTION
 QS0588
 QS0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0588'13.8 KM (8.6 MI) EAST FROM DUPREE.
 QS0588'13.82 KM (8.59 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0588'STREET AT DUPREE, ALSO 1.33 KM (0.83 MI) WEST ALONG US HIGHWAY 212
 QS0588'FROM THE POST OFFICE AT LANTRY, IN THE WEST CORNER OF THE Y JUNCTION
 QS0588'OF A GRAVEL SECTION LINE ROAD LEADING SOUTH, 0.31 KM (0.19 MI)
 QS0588'NORTHWEST OF MILEPOST 145, 22.3 METERS (73 FT) SOUTHWEST OF THE
 QS0588'HIGHWAY CENTERLINE, 48.2 METERS (158 FT) WEST OF THE CENTER OF THE
 QS0588'ROAD, 37.1 METERS (121.8 FT) NORTHWEST OF A SMALLER POWER POLE AT THE
 QS0588'SOUTH END OF A POWER LINE CROSSING THE ROAD, 1.7 METERS (5.5 FT)
 QS0588'SOUTHEAST OF A POWER POLE AT THE NORTHWEST END OF A POWER LINE
 QS0588'CROSSING THE GRAVEL ROAD AND 0.8 METER (2.7 FT) NORTHEAST OF THE
 QS0588'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0588'5-INCH LOGO CAP.
 QS0588'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 QS0588'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 QS0588
 QS0588                          STATION RECOVERY (1996)
 QS0588
 QS0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0588'13.8 KM (8.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0588'MAIN STREET IN DUPREE, 310.0 M (1017.1 FT) EAST OF MILEPOST 145, 48.2
 QS0588'M (158.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 37.1 M (121.7 FT)
 QS0588'WEST OF A UTILITY POLE, 22.3 M (73.2 FT) SOUTH OF THE HIGHWAY
 QS0588'CENTERLINE, 1.7 M (5.6 FT) SOUTHEAST OF A UTILITY POLE, 0.8 M (2.6 FT)
 QS0588'NORTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 QS0588'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 QS0588'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0707 ***********************************************************************
 OT0707  DESIGNATION -  V 435
 OT0707  PID         -  OT0707
 OT0707  STATE/COUNTY-  SD/PENNINGTON
 OT0707  COUNTRY     -  US
 OT0707  USGS QUAD   -  SCENIC (2017)
 OT0707
 OT0707                         *CURRENT SURVEY CONTROL
 OT0707  ______________________________________________________________________
 OT0707* NAD 83(1986) POSITION- 43 47 10.     (N) 102 33 19.     (W)   SCALED
 OT0707* NAVD 88 ORTHO HEIGHT -   853.060 (meters)     2798.75  (feet) ADJUSTED
 OT0707  ______________________________________________________________________
 OT0707  GEOID HEIGHT    -        -18.132 (meters)                     GEOID18
 OT0707  DYNAMIC HEIGHT  -        852.782 (meters)     2797.84  (feet) COMP
 OT0707  MODELED GRAVITY -    980,263.5   (mgal)                       NAVD 88
 OT0707
 OT0707  VERT ORDER      -  FIRST     CLASS II
 OT0707
 OT0707.The horizontal coordinates were scaled from a map and have
 OT0707.an estimated accuracy of +/- 6 seconds.
 OT0707
 OT0707.The orthometric height was determined by differential leveling and
 OT0707.adjusted by the NATIONAL GEODETIC SURVEY
 OT0707.in June 1991.
 OT0707
 OT0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0707.GEOID18 height accuracy estimate available here.
 OT0707
 OT0707.Click photographs - Photos may exist for this station.
 OT0707
 OT0707.The dynamic height is computed by dividing the NAVD 88
 OT0707.geopotential number by the normal gravity value computed on the
 OT0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0707.degrees latitude (g = 980.6199 gals.).
 OT0707
 OT0707.The modeled gravity was interpolated from observed gravity values.
 OT0707
 OT0707;                    North         East    Units  Estimated Accuracy
 OT0707;SPC SD S     -   163,780.      421,190.      MT  (+/- 180 meters Scaled)
 OT0707
 OT0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ967510(NAD 83)
 OT0707
 OT0707                          SUPERSEDED SURVEY CONTROL
 OT0707
 OT0707.No superseded survey control is available for this station.
 OT0707
 OT0707_MARKER: I = METAL ROD
 OT0707_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0707_STAMPING: V 435 1985
 OT0707_MARK LOGO: NGS
 OT0707_PROJECTION: FLUSH
 OT0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0707+STABILITY: POSITION/ELEVATION WELL
 OT0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0707+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 OT0707_ROD/PIPE-DEPTH: 12.8 meters
 OT0707_SLEEVE-DEPTH  : 12.2 meters
 OT0707
 OT0707  HISTORY     - Date     Condition        Report By
 OT0707  HISTORY     - 1985     MONUMENTED       NGS
 OT0707  HISTORY     - 20120306 GOOD             INDIV
 OT0707
 OT0707                          STATION DESCRIPTION
 OT0707
 OT0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0707'0.8 KM (0.5 MI) NORTH FROM SCENIC.
 OT0707'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0707'IN SCENIC, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0707'0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 87, 28.9 METERS (95 FT)
 OT0707'NORTHEAST OF THE HIGHWAY CENTERLINE, 55.5 METERS (182 FT) EAST ACROSS
 OT0707'THE HIGHWAY FROM THE CENTER OF COUNTY ROAD C 589, 36.3 METERS (119 FT)
 OT0707'NORTH OF THE NORTHEAST END OF A 30-INCH METAL PIPE CULVERT, 1.5 METERS
 OT0707'(5 FT) SOUTH OF THE NORTHWEST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE
 OT0707'AND 0.9 METER (3 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 OT0707'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0707'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0707'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OT0707
 OT0707                          STATION RECOVERY (2012)
 OT0707
 OT0707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0615 ***********************************************************************
 QS0615  DESIGNATION -  V 438
 QS0615  PID         -  QS0615
 QS0615  STATE/COUNTY-  SD/DEWEY
 QS0615  COUNTRY     -  US
 QS0615  USGS QUAD   -  ISABEL SW (2017)
 QS0615
 QS0615                         *CURRENT SURVEY CONTROL
 QS0615  ______________________________________________________________________
 QS0615* NAD 83(1986) POSITION- 45 21 24.     (N) 101 29 09.     (W)   SCALED
 QS0615* NAVD 88 ORTHO HEIGHT -   708.580 (meters)     2324.73  (feet) ADJUSTED
 QS0615  ______________________________________________________________________
 QS0615  GEOID HEIGHT    -        -20.498 (meters)                     GEOID18
 QS0615  DYNAMIC HEIGHT  -        708.467 (meters)     2324.36  (feet) COMP
 QS0615  MODELED GRAVITY -    980,433.9   (mgal)                       NAVD 88
 QS0615
 QS0615  VERT ORDER      -  FIRST     CLASS II
 QS0615
 QS0615.The horizontal coordinates were scaled from a map and have
 QS0615.an estimated accuracy of +/- 6 seconds.
 QS0615
 QS0615.The orthometric height was determined by differential leveling and
 QS0615.adjusted by the NATIONAL GEODETIC SURVEY
 QS0615.in June 1991.
 QS0615
 QS0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0615.GEOID18 height accuracy estimate available here.
 QS0615
 QS0615.Click photographs - Photos may exist for this station.
 QS0615
 QS0615.The dynamic height is computed by dividing the NAVD 88
 QS0615.geopotential number by the normal gravity value computed on the
 QS0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0615.degrees latitude (g = 980.6199 gals.).
 QS0615
 QS0615.The modeled gravity was interpolated from observed gravity values.
 QS0615
 QS0615;                    North         East    Units  Estimated Accuracy
 QS0615;SPC SD N     -   170,350.      483,590.      MT  (+/- 180 meters Scaled)
 QS0615
 QS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR052255(NAD 83)
 QS0615
 QS0615                          SUPERSEDED SURVEY CONTROL
 QS0615
 QS0615.No superseded survey control is available for this station.
 QS0615
 QS0615_MARKER: I = METAL ROD
 QS0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0615_STAMPING: V 438 1985
 QS0615_MARK LOGO: NGS
 QS0615_PROJECTION: FLUSH
 QS0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0615+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 QS0615_ROD/PIPE-DEPTH: 6.7 meters
 QS0615
 QS0615  HISTORY     - Date     Condition        Report By
 QS0615  HISTORY     - 1985     MONUMENTED       NGS
 QS0615  HISTORY     - 20120731 GOOD             INDIV
 QS0615
 QS0615                          STATION DESCRIPTION
 QS0615
 QS0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0615'8.4 KM (5.2 MI) SOUTH FROM ISABEL.
 QS0615'8.43 KM (5.24 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT
 QS0615'ISABEL, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A GRAVEL SECTION
 QS0615'LINE ROAD LEADING EAST, 3.23 KM (2.01 MI) SOUTH OF THE T JUNCTION OF
 QS0615'STATE HIGHWAY 20, 0.25 KM (0.16 MI) SOUTH OF MILEPOST 188, 33.2 METERS
 QS0615'(109 FT) EAST OF THE HIGHWAY CENTERLINE, 10.7 METERS (35 FT) SOUTH OF
 QS0615'THE CENTER OF THE GRAVEL ROAD, 2.3 METERS (7.6 FT) NORTHWEST OF A
 QS0615'POWER POLE AT THE EAST SIDE OF A POWER LINE CROSSING AND 0.3 METER (1
 QS0615'FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 QS0615'HAD THROUGH A 5-INCH LOGO CAP.
 QS0615'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0615'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QS0615
 QS0615                          STATION RECOVERY (2012)
 QS0615
 QS0615'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0069 ***********************************************************************
 PS0069  DESIGNATION -  V 44
 PS0069  PID         -  PS0069
 PS0069  STATE/COUNTY-  SD/SANBORN
 PS0069  COUNTRY     -  US
 PS0069  USGS QUAD   -  ALPENA (2017)
 PS0069
 PS0069                         *CURRENT SURVEY CONTROL
 PS0069  ______________________________________________________________________
 PS0069* NAD 83(1986) POSITION- 44 07 34.     (N) 098 19 23.     (W)   SCALED
 PS0069* NAVD 88 ORTHO HEIGHT -   400.080 (meters)     1312.60  (feet) ADJUSTED
 PS0069  ______________________________________________________________________
 PS0069  GEOID HEIGHT    -        -25.351 (meters)                     GEOID18
 PS0069  DYNAMIC HEIGHT  -        400.002 (meters)     1312.34  (feet) COMP
 PS0069  MODELED GRAVITY -    980,413.8   (mgal)                       NAVD 88
 PS0069
 PS0069  VERT ORDER      -  FIRST     CLASS II
 PS0069
 PS0069.The horizontal coordinates were scaled from a map and have
 PS0069.an estimated accuracy of +/- 6 seconds.
 PS0069
 PS0069.The orthometric height was determined by differential leveling and
 PS0069.adjusted by the NATIONAL GEODETIC SURVEY
 PS0069.in June 1991.
 PS0069
 PS0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0069.GEOID18 height accuracy estimate available here.
 PS0069
 PS0069.Click photographs - Photos may exist for this station.
 PS0069
 PS0069.The dynamic height is computed by dividing the NAVD 88
 PS0069.geopotential number by the normal gravity value computed on the
 PS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0069.degrees latitude (g = 980.6199 gals.).
 PS0069
 PS0069.The modeled gravity was interpolated from observed gravity values.
 PS0069
 PS0069;                    North         East    Units  Estimated Accuracy
 PS0069;SPC SD S     -   201,110.      760,870.      MT  (+/- 180 meters Scaled)
 PS0069
 PS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP541861(NAD 83)
 PS0069
 PS0069                          SUPERSEDED SURVEY CONTROL
 PS0069
 PS0069  NGVD 29 (??/??/92)  399.784  (m)         1311.62   (f) ADJ UNCH    1 2
 PS0069
 PS0069.Superseded values are not recommended for survey control.
 PS0069
 PS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0069.See file dsdata.pdf to determine how the superseded data were derived.
 PS0069
 PS0069_MARKER: DB = BENCH MARK DISK
 PS0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0069_STAMPING: V 44 1934
 PS0069_MARK LOGO: CGS
 PS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0069+STABILITY: SURFACE MOTION
 PS0069
 PS0069  HISTORY     - Date     Condition        Report By
 PS0069  HISTORY     - 1934     MONUMENTED       CGS
 PS0069  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0069
 PS0069                          STATION DESCRIPTION
 PS0069
 PS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0069'5.7 MI NW FROM WOONSOCKET.
 PS0069'ABOUT 5.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0069'AND PACIFIC RAILROAD FROM THE MUNICIPAL BUILDING AT WOONSOCKET,
 PS0069'SANBORN COUNTY, ABOUT 16 POLES NORTH OF MILEPOST 33, ABOUT 1
 PS0069'POLE SOUTH OF A ROAD CROSSING, 42 FEET EAST OF THE CENTER LINE
 PS0069'OF THE TRACK, AND 3 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 PS0069'V 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0069
 PS0069                          STATION RECOVERY (2012)
 PS0069
 PS0069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0970 ***********************************************************************
 OQ0970  DESIGNATION -  V 447
 OQ0970  PID         -  OQ0970
 OQ0970  STATE/COUNTY-  SD/LINCOLN
 OQ0970  COUNTRY     -  US
 OQ0970  USGS QUAD   -  WORTHING (2017)
 OQ0970
 OQ0970                         *CURRENT SURVEY CONTROL
 OQ0970  ______________________________________________________________________
 OQ0970* NAD 83(1986) POSITION- 43 17 12.     (N) 096 47 44.     (W)   SCALED
 OQ0970* NAVD 88 ORTHO HEIGHT -   397.558 (meters)     1304.32  (feet) ADJUSTED
 OQ0970  ______________________________________________________________________
 OQ0970  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 OQ0970  DYNAMIC HEIGHT  -        397.446 (meters)     1303.95  (feet) COMP
 OQ0970  MODELED GRAVITY -    980,327.8   (mgal)                       NAVD 88
 OQ0970
 OQ0970  VERT ORDER      -  FIRST     CLASS II
 OQ0970
 OQ0970.The horizontal coordinates were scaled from a map and have
 OQ0970.an estimated accuracy of +/- 6 seconds.
 OQ0970
 OQ0970.The orthometric height was determined by differential leveling and
 OQ0970.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0970.in June 1991.
 OQ0970
 OQ0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0970.GEOID18 height accuracy estimate available here.
 OQ0970
 OQ0970.Click photographs - Photos may exist for this station.
 OQ0970
 OQ0970.The dynamic height is computed by dividing the NAVD 88
 OQ0970.geopotential number by the normal gravity value computed on the
 OQ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0970.degrees latitude (g = 980.6199 gals.).
 OQ0970
 OQ0970.The modeled gravity was interpolated from observed gravity values.
 OQ0970
 OQ0970;                    North         East    Units  Estimated Accuracy
 OQ0970;SPC SD S     -   112,020.      887,020.      MT  (+/- 180 meters Scaled)
 OQ0970
 OQ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN788950(NAD 83)
 OQ0970
 OQ0970                          SUPERSEDED SURVEY CONTROL
 OQ0970
 OQ0970.No superseded survey control is available for this station.
 OQ0970
 OQ0970_MARKER: I = METAL ROD
 OQ0970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0970_STAMPING: V 447 1990
 OQ0970_MARK LOGO: NGS
 OQ0970_PROJECTION: PROJECTING 6 CENTIMETERS
 OQ0970_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0970+STABILITY: POSITION/ELEVATION WELL
 OQ0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0970+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ0970_ROD/PIPE-DEPTH: 18.9 meters
 OQ0970_SLEEVE-DEPTH  : 12.2 meters
 OQ0970
 OQ0970  HISTORY     - Date     Condition        Report By
 OQ0970  HISTORY     - 1990     MONUMENTED       NGS
 OQ0970  HISTORY     - 20120215 POOR             INDIV
 OQ0970
 OQ0970                          STATION DESCRIPTION
 OQ0970
 OQ0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0970'22.6 KM (14.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0970'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.55 KM (0.34 MI) NORTH
 OQ0970'OF MILEPOST 61, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE
 OQ0970'NORTHBOUND LANES OF THE HIGHWAY, 20.1 M (65.9 FT) EAST-SOUTHEAST OF
 OQ0970'THE EAST END OF A 36-INCH CULVERT, 4.3 M (14.1 FT) SOUTH OF THE
 OQ0970'EXTENDED CENTER OF A GATE AND AN ABANDONED ROAD, 1.3 M (4.3 FT) BELOW
 OQ0970'THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) WEST OF A WITNESS POST
 OQ0970'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ0970'CAP.
 OQ0970
 OQ0970                          STATION RECOVERY (2012)
 OQ0970
 OQ0970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0970'HIT BY MOWERS, TIPPED ON SIDE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1039 ***********************************************************************
 OQ1039  DESIGNATION -  V 448
 OQ1039  PID         -  OQ1039
 OQ1039  STATE/COUNTY-  SD/MINNEHAHA
 OQ1039  COUNTRY     -  US
 OQ1039  USGS QUAD   -  COLTON SE (2017)
 OQ1039
 OQ1039                         *CURRENT SURVEY CONTROL
 OQ1039  ______________________________________________________________________
 OQ1039* NAD 83(1986) POSITION- 43 50 27.     (N) 096 46 37.     (W)   SCALED
 OQ1039* NAVD 88 ORTHO HEIGHT -   491.286 (meters)     1611.83  (feet) ADJUSTED
 OQ1039  ______________________________________________________________________
 OQ1039  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 OQ1039  DYNAMIC HEIGHT  -        491.172 (meters)     1611.45  (feet) COMP
 OQ1039  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 OQ1039
 OQ1039  VERT ORDER      -  FIRST     CLASS II
 OQ1039
 OQ1039.The horizontal coordinates were scaled from a map and have
 OQ1039.an estimated accuracy of +/- 6 seconds.
 OQ1039
 OQ1039.The orthometric height was determined by differential leveling and
 OQ1039.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1039.in September 1993.
 OQ1039
 OQ1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1039.GEOID18 height accuracy estimate available here.
 OQ1039
 OQ1039.Click photographs - Photos may exist for this station.
 OQ1039
 OQ1039.The dynamic height is computed by dividing the NAVD 88
 OQ1039.geopotential number by the normal gravity value computed on the
 OQ1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1039.degrees latitude (g = 980.6199 gals.).
 OQ1039
 OQ1039.The modeled gravity was interpolated from observed gravity values.
 OQ1039
 OQ1039;                    North         East    Units  Estimated Accuracy
 OQ1039;SPC SD S     -   173,590.      885,890.      MT  (+/- 180 meters Scaled)
 OQ1039
 OQ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP787565(NAD 83)
 OQ1039
 OQ1039                          SUPERSEDED SURVEY CONTROL
 OQ1039
 OQ1039.No superseded survey control is available for this station.
 OQ1039
 OQ1039_MARKER: I = METAL ROD
 OQ1039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1039_STAMPING: V 448 1990
 OQ1039_MARK LOGO: NGS
 OQ1039_PROJECTION: PROJECTING 16 CENTIMETERS
 OQ1039_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1039+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1039_ROD/PIPE-DEPTH: 16.5 meters
 OQ1039_SLEEVE-DEPTH  : 12.2 meters
 OQ1039
 OQ1039  HISTORY     - Date     Condition        Report By
 OQ1039  HISTORY     - 1990     MONUMENTED       NGS
 OQ1039  HISTORY     - 19910619 GOOD             NGS
 OQ1039  HISTORY     - 20110309 POOR             INDIV
 OQ1039
 OQ1039                          STATION DESCRIPTION
 OQ1039
 OQ1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1039'15.8 KM (9.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1039'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 41.1 M (134.8 FT)
 OQ1039'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ1039'29.8 M (97.8 FT) SOUTHEAST OF MILEPOST 100, 28.8 M (94.5 FT)
 OQ1039'SOUTHWEST OF A T-FENCE CORNER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 OQ1039'HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.
 OQ1039'NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1039'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1039
 OQ1039                          STATION RECOVERY (1991)
 OQ1039
 OQ1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1039'15.8 KM (9.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1039'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 41.1 M (134.8 FT)
 OQ1039'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OQ1039'29.8 M (97.8 FT) SOUTHEAST OF MILEPOST 100, 28.8 M (94.5 FT)
 OQ1039'SOUTHWEST OF A T-FENCE CORNER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 OQ1039'HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.
 OQ1039'NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OQ1039'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1039
 OQ1039                          STATION RECOVERY (2011)
 OQ1039
 OQ1039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1039'CAP IS GONE. BM ROD MOVES EASILY, NOT RELIABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0218 ***********************************************************************
 PS0218  DESIGNATION -  V 45
 PS0218  PID         -  PS0218
 PS0218  STATE/COUNTY-  SD/SPINK
 PS0218  COUNTRY     -  US
 PS0218  USGS QUAD   -  TULARE (2017)
 PS0218
 PS0218                         *CURRENT SURVEY CONTROL
 PS0218  ______________________________________________________________________
 PS0218* NAD 83(1986) POSITION- 44 39 43.     (N) 098 30 20.     (W)   SCALED
 PS0218* NAVD 88 ORTHO HEIGHT -   406.093 (meters)     1332.32  (feet) ADJUSTED
 PS0218  ______________________________________________________________________
 PS0218  GEOID HEIGHT    -        -24.591 (meters)                     GEOID18
 PS0218  DYNAMIC HEIGHT  -        406.036 (meters)     1332.14  (feet) COMP
 PS0218  MODELED GRAVITY -    980,465.5   (mgal)                       NAVD 88
 PS0218
 PS0218  VERT ORDER      -  FIRST     CLASS II
 PS0218
 PS0218.The horizontal coordinates were scaled from a map and have
 PS0218.an estimated accuracy of +/- 6 seconds.
 PS0218
 PS0218.The orthometric height was determined by differential leveling and
 PS0218.adjusted by the NATIONAL GEODETIC SURVEY
 PS0218.in June 1991.
 PS0218
 PS0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0218.GEOID18 height accuracy estimate available here.
 PS0218
 PS0218.Click photographs - Photos may exist for this station.
 PS0218
 PS0218.The dynamic height is computed by dividing the NAVD 88
 PS0218.geopotential number by the normal gravity value computed on the
 PS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0218.degrees latitude (g = 980.6199 gals.).
 PS0218
 PS0218.The modeled gravity was interpolated from observed gravity values.
 PS0218
 PS0218;                    North         East    Units  Estimated Accuracy
 PS0218;SPC SD N     -    93,170.      718,510.      MT  (+/- 180 meters Scaled)
 PS0218
 PS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ391455(NAD 83)
 PS0218
 PS0218                          SUPERSEDED SURVEY CONTROL
 PS0218
 PS0218  NGVD 29 (??/??/92)  405.794  (m)         1331.34   (f) ADJ UNCH    1 2
 PS0218
 PS0218.Superseded values are not recommended for survey control.
 PS0218
 PS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0218.See file dsdata.pdf to determine how the superseded data were derived.
 PS0218
 PS0218_MARKER: DB = BENCH MARK DISK
 PS0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0218_STAMPING: V 45 1934
 PS0218_MARK LOGO: CGS
 PS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0218+STABILITY: SURFACE MOTION
 PS0218
 PS0218  HISTORY     - Date     Condition        Report By
 PS0218  HISTORY     - 1934     MONUMENTED       CGS
 PS0218
 PS0218                          STATION DESCRIPTION
 PS0218
 PS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0218'5.5 MI S FROM TULARE.
 PS0218'5-1/2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0218'PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT TULARE, SPINK COUNTY,
 PS0218'ABOUT 17 POLES SOUTH OF MILEPOST 73, AT A ROAD CROSSING, ABOUT
 PS0218'100 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42 FEET WEST
 PS0218'OF THE CENTER LINE OF THE TRACK, AND 4 FEET SOUTH OF A POLE.
 PS0218'A STANDARD DISK, STAMPED V 45 1934 AND SET IN THE TOP OF A
 PS0218'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1969 ***********************************************************************
 NM1969  DESIGNATION -  V 450
 NM1969  PID         -  NM1969
 NM1969  STATE/COUNTY-  SD/UNION
 NM1969  COUNTRY     -  US
 NM1969  USGS QUAD   -  VERMILLION SE (2017)
 NM1969
 NM1969                         *CURRENT SURVEY CONTROL
 NM1969  ______________________________________________________________________
 NM1969* NAD 83(1986) POSITION- 42 47 46.     (N) 096 47 44.     (W)   SCALED
 NM1969* NAVD 88 ORTHO HEIGHT -   373.249 (meters)     1224.57  (feet) ADJUSTED
 NM1969  ______________________________________________________________________
 NM1969  GEOID HEIGHT    -        -25.524 (meters)                     GEOID18
 NM1969  DYNAMIC HEIGHT  -        373.146 (meters)     1224.23  (feet) COMP
 NM1969  MODELED GRAVITY -    980,334.2   (mgal)                       NAVD 88
 NM1969
 NM1969  VERT ORDER      -  FIRST     CLASS II
 NM1969
 NM1969.The horizontal coordinates were scaled from a map and have
 NM1969.an estimated accuracy of +/- 6 seconds.
 NM1969
 NM1969.The orthometric height was determined by differential leveling and
 NM1969.adjusted by the NATIONAL GEODETIC SURVEY
 NM1969.in June 1991.
 NM1969
 NM1969.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1969.GEOID18 height accuracy estimate available here.
 NM1969
 NM1969.Click photographs - Photos may exist for this station.
 NM1969
 NM1969.The dynamic height is computed by dividing the NAVD 88
 NM1969.geopotential number by the normal gravity value computed on the
 NM1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1969.degrees latitude (g = 980.6199 gals.).
 NM1969
 NM1969.The modeled gravity was interpolated from observed gravity values.
 NM1969
 NM1969;                    North         East    Units  Estimated Accuracy
 NM1969;SPC SD S     -    57,580.      889,340.      MT  (+/- 180 meters Scaled)
 NM1969
 NM1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN802405(NAD 83)
 NM1969
 NM1969                          SUPERSEDED SURVEY CONTROL
 NM1969
 NM1969.No superseded survey control is available for this station.
 NM1969
 NM1969_MARKER: I = METAL ROD
 NM1969_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1969_STAMPING: V 450 1990
 NM1969_MARK LOGO: NGS
 NM1969_PROJECTION: PROJECTING 9 CENTIMETERS
 NM1969_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1969+STABILITY: POSITION/ELEVATION WELL
 NM1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1969+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM1969_ROD/PIPE-DEPTH: 20.1 meters
 NM1969_SLEEVE-DEPTH  : 12.2 meters
 NM1969
 NM1969  HISTORY     - Date     Condition        Report By
 NM1969  HISTORY     - 1990     MONUMENTED       NGS
 NM1969  HISTORY     - 19930908 GOOD             NGS
 NM1969  HISTORY     - 20120420 GOOD             INDIV
 NM1969
 NM1969                          STATION DESCRIPTION
 NM1969
 NM1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1969'1.2 KM (0.7 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1969'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.7 KM (0.4 MI)
 NM1969'NORTH OF MILEPOST 27, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 NM1969'NORTHBOUND LANES OF THE HIGHWAY, 11.7 M (38.4 FT) NORTHEAST OF THE
 NM1969'MOST EASTERLY 1 OF 2 LEGS OF A HIGHWAY INFORMATION SIGN, 0.9 M (3.0
 NM1969'FT) NORTHWEST OF THE MOST NORTHERLY 1 OF 2 FENCE BRACE POSTS, AND 0.6
 NM1969'M (2.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NM1969'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1969
 NM1969                          STATION RECOVERY (1993)
 NM1969
 NM1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1969'1.2 KM (0.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 NM1969'JUNCTION OF STATE HIGHWAY 50 IN JUNCTION CITY, 0.7 KM (0.45 MI) NORTH
 NM1969'OF MILEPOST 27, 31.1 M (102.0 FT) EAST OF THE CENTERLINE OF THE
 NM1969'NORTHBOUND LANES OF THE HIGHWAY, 11.7 M (38.4 FT) NORTHEAST OF THE
 NM1969'EAST LEG OF A HIGHWAY INFORMATION SIGN, 0.9 M (3.0 FT) NORTHWEST OF
 NM1969'THE MOST NORTHERLY OF 2 BRACED FENCE POSTS, AND 0.6 M (2.0 FT) WEST
 NM1969'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NM1969'THROUGH A 5-INCH LOGO CAP.
 NM1969
 NM1969                          STATION RECOVERY (2012)
 NM1969
 NM1969'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1043 ***********************************************************************
 PR1043  DESIGNATION -  V 451
 PR1043  PID         -  PR1043
 PR1043  STATE/COUNTY-  SD/BROOKINGS
 PR1043  COUNTRY     -  US
 PR1043  USGS QUAD   -  BROOKINGS (2017)
 PR1043
 PR1043                         *CURRENT SURVEY CONTROL
 PR1043  ______________________________________________________________________
 PR1043* NAD 83(1986) POSITION- 44 18 42.0    (N) 096 46 36.9    (W)   HD_HELD2
 PR1043* NAVD 88 ORTHO HEIGHT -   503.760 (meters)     1652.75  (feet) ADJUSTED
 PR1043  ______________________________________________________________________
 PR1043  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 PR1043  DYNAMIC HEIGHT  -        503.667 (meters)     1652.45  (feet) COMP
 PR1043  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 PR1043
 PR1043  VERT ORDER      -  FIRST     CLASS II
 PR1043
 PR1043.The horizontal coordinates were established by autonomous hand held GPS
 PR1043.observations and have an estimated accuracy of +/- 10 meters.
 PR1043
 PR1043.The orthometric height was determined by differential leveling and
 PR1043.adjusted by the NATIONAL GEODETIC SURVEY
 PR1043.in October 1997.
 PR1043
 PR1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1043.GEOID18 height accuracy estimate available here.
 PR1043
 PR1043.Click photographs - Photos may exist for this station.
 PR1043
 PR1043.The dynamic height is computed by dividing the NAVD 88
 PR1043.geopotential number by the normal gravity value computed on the
 PR1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1043.degrees latitude (g = 980.6199 gals.).
 PR1043
 PR1043.The modeled gravity was interpolated from observed gravity values.
 PR1043
 PR1043;                    North         East    Units  Estimated Accuracy
 PR1043;SPC SD N     -    58,272.      857,092.      MT  (+/- 10 meters HH2 GPS)
 PR1043
 PR1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ7729908893(NAD 83)
 PR1043
 PR1043                          SUPERSEDED SURVEY CONTROL
 PR1043
 PR1043  NAVD 88 (06/15/91)  503.788  (m)         1652.84   (f) SUPERSEDED  1 2
 PR1043
 PR1043.Superseded values are not recommended for survey control.
 PR1043
 PR1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1043.See file dsdata.pdf to determine how the superseded data were derived.
 PR1043
 PR1043_MARKER: F = FLANGE-ENCASED ROD
 PR1043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PR1043_STAMPING: V 451 1990
 PR1043_MARK LOGO: NGS
 PR1043_PROJECTION: FLUSH
 PR1043_MAGNETIC: I = MARKER IS A STEEL ROD
 PR1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1043+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 PR1043_ROD/PIPE-DEPTH: 7.3 meters
 PR1043_SLEEVE-DEPTH  : 0.9 meters
 PR1043
 PR1043  HISTORY     - Date     Condition        Report By
 PR1043  HISTORY     - 1990     MONUMENTED       NGS
 PR1043  HISTORY     - 19940916 GOOD             NGS
 PR1043  HISTORY     - 20160329 GOOD             MNDT
 PR1043
 PR1043                          STATION DESCRIPTION
 PR1043
 PR1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1043'IN BROOKINGS, AT THE INTERSECTION OF 6TH STREET AND 17TH AVENUE, AT
 PR1043'THE NORTHEAST CORNER OF HILLCREST PARK, 25.2 M (82.7 FT) SOUTH OF THE
 PR1043'CENTER OF THE STREET, 9.5 M (31.2 FT) SOUTH OF THE SOUTHEAST CONCRETE
 PR1043'BASE OF A TRAFFIC SIGNAL, 7.4 M (24.3 FT) WEST OF THE CENTER OF THE
 PR1043'AVENUE, 0.75 M (2.46 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND 0.3
 PR1043'M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM
 PR1043'POINT IS THROUGH A 5-INCH LOGO CAP.
 PR1043
 PR1043                          STATION RECOVERY (1994)
 PR1043
 PR1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1043'IN BROOKINGS, AT THE INTERSECTION OF 6TH STREET AND 17TH AVENUE, AT
 PR1043'THE NORTHEAST CORNER OF HILLCREST PARK, 24.0 M (78.7 FT) SOUTH OF THE
 PR1043'STREET CENTER, 9.5 M (31.2 FT) SOUTH OF A TRAFFIC SIGNAL LIGHT, 7.4 M
 PR1043'(24.3 FT) WEST OF THE AVENUE CENTER, 0.7 M (2.3 FT) EAST OF THE EAST
 PR1043'EDGE OF A SIDEWALK, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 PR1043'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 PR1043'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 PR1043
 PR1043                          STATION RECOVERY (2016)
 PR1043
 PR1043'RECOVERY NOTE BY MN DEPT OF TRANSP 2016 (MPP)
 PR1043'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1126 ***********************************************************************
 OQ1126  DESIGNATION -  V 452
 OQ1126  PID         -  OQ1126
 OQ1126  STATE/COUNTY-  SD/MINNEHAHA
 OQ1126  COUNTRY     -  US
 OQ1126  USGS QUAD   -  HUMBOLDT (2017)
 OQ1126
 OQ1126                         *CURRENT SURVEY CONTROL
 OQ1126  ______________________________________________________________________
 OQ1126* NAD 83(1986) POSITION- 43 38 24.     (N) 097 05 02.     (W)   SCALED
 OQ1126* NAVD 88 ORTHO HEIGHT -   516.667 (meters)     1695.10  (feet) ADJUSTED
 OQ1126  ______________________________________________________________________
 OQ1126  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 OQ1126  DYNAMIC HEIGHT  -        516.527 (meters)     1694.64  (feet) COMP
 OQ1126  MODELED GRAVITY -    980,332.9   (mgal)                       NAVD 88
 OQ1126
 OQ1126  VERT ORDER      -  FIRST     CLASS II
 OQ1126
 OQ1126.The horizontal coordinates were scaled from a map and have
 OQ1126.an estimated accuracy of +/- 6 seconds.
 OQ1126
 OQ1126.The orthometric height was determined by differential leveling and
 OQ1126.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1126.in September 1993.
 OQ1126
 OQ1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1126.GEOID18 height accuracy estimate available here.
 OQ1126
 OQ1126.Click photographs - Photos may exist for this station.
 OQ1126
 OQ1126.The dynamic height is computed by dividing the NAVD 88
 OQ1126.geopotential number by the normal gravity value computed on the
 OQ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1126.degrees latitude (g = 980.6199 gals.).
 OQ1126
 OQ1126.The modeled gravity was interpolated from observed gravity values.
 OQ1126
 OQ1126;                    North         East    Units  Estimated Accuracy
 OQ1126;SPC SD S     -   150,290.      862,110.      MT  (+/- 180 meters Scaled)
 OQ1126
 OQ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP545336(NAD 83)
 OQ1126
 OQ1126                          SUPERSEDED SURVEY CONTROL
 OQ1126
 OQ1126.No superseded survey control is available for this station.
 OQ1126
 OQ1126_MARKER: I = METAL ROD
 OQ1126_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1126_STAMPING: V 452 1991
 OQ1126_MARK LOGO: NGS
 OQ1126_PROJECTION: PROJECTING 4 CENTIMETERS
 OQ1126_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1126+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2011
 OQ1126_ROD/PIPE-DEPTH: 5.8 meters
 OQ1126_SLEEVE-DEPTH  : 0.9 meters
 OQ1126
 OQ1126  HISTORY     - Date     Condition        Report By
 OQ1126  HISTORY     - 1991     MONUMENTED       NGS
 OQ1126  HISTORY     - 20110301 GOOD             INDIV
 OQ1126
 OQ1126                          STATION DESCRIPTION
 OQ1126
 OQ1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1126'0.6 KM (0.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1126'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1126'45.6 M (149.6 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 OQ1126'OF THE HIGHWAY, 39.8 M (130.6 FT) SOUTH OF MILEPOST 380, 7.1 M (23.3
 OQ1126'FT) SOUTHEAST OF A T-FENCE CORNER, 2.0 M (6.6 FT) ABOVE THE LEVEL OF
 OQ1126'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND
 OQ1126'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1126'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1126
 OQ1126                          STATION RECOVERY (2011)
 OQ1126
 OQ1126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0975 ***********************************************************************
 OR0975  DESIGNATION -  V 453
 OR0975  PID         -  OR0975
 OR0975  STATE/COUNTY-  SD/DAVISON
 OR0975  COUNTRY     -  US
 OR0975  USGS QUAD   -  BETTS (2017)
 OR0975
 OR0975                         *CURRENT SURVEY CONTROL
 OR0975  ______________________________________________________________________
 OR0975* NAD 83(1986) POSITION- 43 41 39.     (N) 098 07 36.     (W)   SCALED
 OR0975* NAVD 88 ORTHO HEIGHT -   418.896 (meters)     1374.33  (feet) ADJUSTED
 OR0975  ______________________________________________________________________
 OR0975  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 OR0975  DYNAMIC HEIGHT  -        418.791 (meters)     1373.98  (feet) COMP
 OR0975  MODELED GRAVITY -    980,355.7   (mgal)                       NAVD 88
 OR0975
 OR0975  VERT ORDER      -  FIRST     CLASS II
 OR0975
 OR0975.The horizontal coordinates were scaled from a map and have
 OR0975.an estimated accuracy of +/- 6 seconds.
 OR0975
 OR0975.The orthometric height was determined by differential leveling and
 OR0975.adjusted by the NATIONAL GEODETIC SURVEY
 OR0975.in September 1993.
 OR0975
 OR0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0975.GEOID18 height accuracy estimate available here.
 OR0975
 OR0975.Click photographs - Photos may exist for this station.
 OR0975
 OR0975.The dynamic height is computed by dividing the NAVD 88
 OR0975.geopotential number by the normal gravity value computed on the
 OR0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0975.degrees latitude (g = 980.6199 gals.).
 OR0975
 OR0975.The modeled gravity was interpolated from observed gravity values.
 OR0975
 OR0975;                    North         East    Units  Estimated Accuracy
 OR0975;SPC SD S     -   153,540.      777,860.      MT  (+/- 180 meters Scaled)
 OR0975
 OR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP703382(NAD 83)
 OR0975
 OR0975                          SUPERSEDED SURVEY CONTROL
 OR0975
 OR0975.No superseded survey control is available for this station.
 OR0975
 OR0975_MARKER: I = METAL ROD
 OR0975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0975_STAMPING: V 453 1991
 OR0975_MARK LOGO: NGS
 OR0975_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0975_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0975+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OR0975_ROD/PIPE-DEPTH: 6.1 meters
 OR0975_SLEEVE-DEPTH  : 0.9 meters
 OR0975
 OR0975  HISTORY     - Date     Condition        Report By
 OR0975  HISTORY     - 1991     MONUMENTED       NGS
 OR0975  HISTORY     - 20120201 GOOD             INDIV
 OR0975
 OR0975                          STATION DESCRIPTION
 OR0975
 OR0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0975'9.2 KM (5.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0975'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 0.6 KM (0.4 MI)
 OR0975'EAST OF MILEPOST 326, 30.7 M (100.7 FT) SOUTH OF THE CENTERLINE OF
 OR0975'THE EASTBOUND LANES OF THE HIGHWAY, 20.8 M (68.2 FT) EAST OF A
 OR0975'UTILITY POLE, 11.0 M (36.1 FT) WEST OF THE NORTH LEG OF A BILLBOARD,
 OR0975'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.5 M (4.9 FT)
 OR0975'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 OR0975'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OR0975'SPECIFICATIONS FOR A CLASS A MARK.
 OR0975
 OR0975                          STATION RECOVERY (2012)
 OR0975
 OR0975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1019 ***********************************************************************
 OR1019  FBN         -  This is a Federal Base Network Control Station.
 OR1019  DESIGNATION -  V 454
 OR1019  PID         -  OR1019
 OR1019  STATE/COUNTY-  SD/BRULE
 OR1019  COUNTRY     -  US
 OR1019  USGS QUAD   -  KIMBALL SOUTH (2017)
 OR1019
 OR1019                         *CURRENT SURVEY CONTROL
 OR1019  ______________________________________________________________________
 OR1019* NAD 83(2011) POSITION- 43 44 15.15493(N) 098 59 07.53326(W)   ADJUSTED
 OR1019* NAD 83(2011) ELLIP HT-   512.317 (meters)        (06/27/12)   ADJUSTED
 OR1019* NAD 83(2011) EPOCH   -  2010.00
 OR1019* NAVD 88 ORTHO HEIGHT -   538.077 (meters)     1765.34  (feet) ADJUSTED
 OR1019  ______________________________________________________________________
 OR1019  GEOID HEIGHT    -        -25.771 (meters)                     GEOID18
 OR1019  NAD 83(2011) X  -   -720,950.467 (meters)                     COMP
 OR1019  NAD 83(2011) Y  - -4,559,407.910 (meters)                     COMP
 OR1019  NAD 83(2011) Z  -  4,387,422.449 (meters)                     COMP
 OR1019  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 OR1019  DYNAMIC HEIGHT  -        537.928 (meters)     1764.85  (feet) COMP
 OR1019  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 OR1019
 OR1019  VERT ORDER      -  FIRST     CLASS II
 OR1019
 OR1019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR1019  Standards:
 OR1019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR1019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR1019  -------------------------------------------------------------------
 OR1019  NETWORK    0.38   0.76           0.18   0.12   0.39      0.01877010
 OR1019  -------------------------------------------------------------------
 OR1019  Click here for local accuracies and other accuracy information.
 OR1019
 OR1019.The horizontal coordinates were established by GPS observations
 OR1019.and adjusted by the National Geodetic Survey in June 2012.
 OR1019
 OR1019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR1019.been affixed to the stable North American tectonic plate. See 
 OR1019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR1019
 OR1019.The horizontal coordinates are valid at the epoch date displayed above
 OR1019.which is a decimal equivalence of Year/Month/Day.
 OR1019
 OR1019.The orthometric height was determined by differential leveling and
 OR1019.adjusted by the NATIONAL GEODETIC SURVEY
 OR1019.in September 1993.
 OR1019
 OR1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1019.GEOID18 height accuracy estimate available here.
 OR1019
 OR1019.Click photographs - Photos may exist for this station.
 OR1019
 OR1019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR1019
 OR1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1019
 OR1019.The ellipsoidal height was determined by GPS observations
 OR1019.and is referenced to NAD 83.
 OR1019
 OR1019.The dynamic height is computed by dividing the NAVD 88
 OR1019.geopotential number by the normal gravity value computed on the
 OR1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1019.degrees latitude (g = 980.6199 gals.).
 OR1019
 OR1019.The modeled gravity was interpolated from observed gravity values.
 OR1019
 OR1019. The following values were computed from the NAD 83(2011) position.
 OR1019
 OR1019;                    North         East     Units Scale Factor Converg.
 OR1019;SPC SD S     -   156,876.842   708,571.308   MT  0.99990903   +0 55 47.5
 OR1019;SPC SD S     -   514,686.77  2,324,704.37   sFT  0.99990903   +0 55 47.5
 OR1019;UTM  14      - 4,842,723.099   501,173.604   MT  0.99960002   +0 00 36.3
 OR1019
 OR1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1019!SPC SD S     -   0.99991967  x   0.99990903  =   0.99982871
 OR1019!UTM  14      -   0.99991967  x   0.99960002  =   0.99951972
 OR1019
 OR1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP0117342723(NAD 83)
 OR1019
 OR1019                          SUPERSEDED SURVEY CONTROL
 OR1019
 OR1019  NAD 83(2007)-  43 44 15.15491(N)    098 59 07.53418(W) AD(2002.00) 0
 OR1019  ELLIP H (02/10/07)  512.343  (m)                       GP(2002.00)    
 OR1019  ELLIP H (06/23/03)  512.320  (m)                       GP(       ) 3 1
 OR1019  NAD 83(1996)-  43 44 15.15483(N)    098 59 07.53407(W) AD(       ) B
 OR1019  ELLIP H (04/18/97)  512.363  (m)                       GP(       ) 4 1
 OR1019  NAVD 88 (06/30/05)  538.1    (m)  GEOID03  model used  GPS OBS        
 OR1019  NAVD 88             538.08   (m)         1765.4    (f) LEVELING    3  
 OR1019
 OR1019.Superseded values are not recommended for survey control.
 OR1019
 OR1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1019.See file dsdata.pdf to determine how the superseded data were derived.
 OR1019
 OR1019_MARKER: I = METAL ROD
 OR1019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1019_STAMPING: V 454 1991
 OR1019_MARK LOGO: NGS
 OR1019_PROJECTION: FLUSH
 OR1019_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1019+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1019_ROD/PIPE-DEPTH: 6.90 meters
 OR1019_SLEEVE-DEPTH  : 0.90 meters
 OR1019
 OR1019  HISTORY     - Date     Condition        Report By
 OR1019  HISTORY     - 1990     MONUMENTED       NGS
 OR1019  HISTORY     - 19960722 GOOD             NGS
 OR1019  HISTORY     - 20020610 GOOD             SDDT
 OR1019  HISTORY     - 20040816 GOOD             SDDT
 OR1019  HISTORY     - 20120312 GOOD             INDIV
 OR1019
 OR1019                          STATION DESCRIPTION
 OR1019
 OR1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OR1019'2.2 KM (1.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1019'JUNCTION OF STATE HIGHWAY 45 IN KIMBALL, 1.1 KM (0.7 MI) EAST OF MILE
 OR1019'POST 282, 39.0 M (128.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 OR1019'LANES OF THE HIGHWAY, 26.6 M (87.3 FT) SOUTHWEST OF THE SOUTH LEG OF
 OR1019'A HIGHWAY INFORMATION SIGN (EXIT 284 STATE HIGHWAY 45 NORTH KIMBALL 1
 OR1019'MILE), 7.2 M (23.6 FT) EAST OF A BRACED FENCE POST, 1.2 M (3.9 FT)
 OR1019'NORTH OF A WITNESS POST AND FENCE, AND 1.2 M (3.9 FT) BELOW THE LEVEL
 OR1019'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR1019'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OR1019'CLASS A MARK.
 OR1019
 OR1019                          STATION RECOVERY (1996)
 OR1019
 OR1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OR1019'THE STATION IS LOCATED 10.5 MI (16.9 KM) SOUTHEAST OF PUKWANA AND 1.5
 OR1019'MI (2.4 KM) WEST OF KIMBALL, ON INTERSTATE HIGHWAY 90.  OWNERSHIP--THE
 OR1019'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE JUNCTION OF
 OR1019'INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 45 NORTH (EXIT 284) IN
 OR1019'KIMBALL, GO WEST ON INTERSTATE HIGHWAY 90 FOR 1.4 MI (2.3 KM) TO THE
 OR1019'STATION ON THE LEFT.  THE STATION IS LOCATED 0.7 MI (1.1 KM) EAST OF
 OR1019'MILEPOST 282, 38.9 M (127.6 FT) SOUTH OF THE CENTERLINE OF THE
 OR1019'EASTBOUND HIGHWAY, 26.4 M (86.6 FT) SOUTHWEST OF THE SOUTH LEG OF A
 OR1019'HIGHWAY INFORMATION SIGN, 7.4 M (24.3 FT) EAST OF A BRACED FENCE POST,
 OR1019'1.2 M (3.9 FT) NORTH OF A WITNESS POST AND FENCE, 1.0 M (3.3 FT) ABOVE
 OR1019'THE LEVEL OF THE HIGHWAY, AND 0.095 M (0.312 FT) BELOW THE GROUND
 OR1019'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OR1019'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 OR1019'MARK.
 OR1019
 OR1019                          STATION RECOVERY (2002)
 OR1019
 OR1019'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OR1019'RECOVERED AS DESCRIBED
 OR1019'
 OR1019
 OR1019                          STATION RECOVERY (2004)
 OR1019
 OR1019'RECOVERY NOTE BY SD DEPT OF TRANSP 2004 (RAH)
 OR1019'RECOVERED AS DESCRIBED.
 OR1019
 OR1019                          STATION RECOVERY (2012)
 OR1019
 OR1019'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1021 ***********************************************************************
 OR1021  DESIGNATION -  V 455
 OR1021  PID         -  OR1021
 OR1021  STATE/COUNTY-  SD/BRULE
 OR1021  COUNTRY     -  US
 OR1021  USGS QUAD   -  PUKWANA SE (2017)
 OR1021
 OR1021                         *CURRENT SURVEY CONTROL
 OR1021  ______________________________________________________________________
 OR1021* NAD 83(1986) POSITION- 43 45 05.     (N) 099 03 16.     (W)   SCALED
 OR1021* NAVD 88 ORTHO HEIGHT -   507.873 (meters)     1666.25  (feet) ADJUSTED
 OR1021  ______________________________________________________________________
 OR1021  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 OR1021  DYNAMIC HEIGHT  -        507.735 (meters)     1665.79  (feet) COMP
 OR1021  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 OR1021
 OR1021  VERT ORDER      -  FIRST     CLASS II
 OR1021
 OR1021.The horizontal coordinates were scaled from a map and have
 OR1021.an estimated accuracy of +/- 6 seconds.
 OR1021
 OR1021.The orthometric height was determined by differential leveling and
 OR1021.adjusted by the NATIONAL GEODETIC SURVEY
 OR1021.in September 1993.
 OR1021
 OR1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1021.GEOID18 height accuracy estimate available here.
 OR1021
 OR1021.Click photographs - Photos may exist for this station.
 OR1021
 OR1021.The dynamic height is computed by dividing the NAVD 88
 OR1021.geopotential number by the normal gravity value computed on the
 OR1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1021.degrees latitude (g = 980.6199 gals.).
 OR1021
 OR1021.The modeled gravity was interpolated from observed gravity values.
 OR1021
 OR1021;                    North         East    Units  Estimated Accuracy
 OR1021;SPC SD S     -   158,330.      702,990.      MT  (+/- 180 meters Scaled)
 OR1021
 OR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP956442(NAD 83)
 OR1021
 OR1021                          SUPERSEDED SURVEY CONTROL
 OR1021
 OR1021.No superseded survey control is available for this station.
 OR1021
 OR1021_MARKER: I = METAL ROD
 OR1021_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR1021_STAMPING: V 455 1991
 OR1021_MARK LOGO: NGS
 OR1021_PROJECTION: FLUSH
 OR1021_MAGNETIC: I = MARKER IS A STEEL ROD
 OR1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1021+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 OR1021_ROD/PIPE-DEPTH: 7.2 meters
 OR1021_SLEEVE-DEPTH  : 0.9 meters
 OR1021
 OR1021  HISTORY     - Date     Condition        Report By
 OR1021  HISTORY     - 1991     MONUMENTED       NGS
 OR1021  HISTORY     - 20120312 GOOD             INDIV
 OR1021
 OR1021                          STATION DESCRIPTION
 OR1021
 OR1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1021'8.0 KM (5.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR1021'JUNCTION OF STATE HIGHWAY 45 (EXIT 284) IN KIMBALL, 80.5 M (264.1 FT)
 OR1021'SOUTHEAST OF MILEPOST 279, 31.1 M (102.0 FT) SOUTH OF THE CENTERLINE
 OR1021'OF THE EASTBOUND LANES OF THE HIGHWAY, 22.1 M (72.5 FT) SOUTH OF THE
 OR1021'SOUTH END OF A CULVERT, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 OR1021'HIGHWAY, 1.0 M (3.3 FT) NORTHWEST OF A BRACED FENCE POST, AND 0.7 M
 OR1021'(2.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OR1021'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OR1021'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR1021
 OR1021                          STATION RECOVERY (2012)
 OR1021
 OR1021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4099 ***********************************************************************
 AE4099  DESIGNATION -  V 456
 AE4099  PID         -  AE4099
 AE4099  STATE/COUNTY-  SD/POTTER
 AE4099  COUNTRY     -  US
 AE4099  USGS QUAD   -  LAKE HURLEY SE (2017)
 AE4099
 AE4099                         *CURRENT SURVEY CONTROL
 AE4099  ______________________________________________________________________
 AE4099* NAD 83(1986) POSITION- 45 00 51.     (N) 100 06 44.     (W)   SCALED
 AE4099* NAVD 88 ORTHO HEIGHT -   591.711 (meters)     1941.31  (feet) ADJUSTED
 AE4099  ______________________________________________________________________
 AE4099  GEOID HEIGHT    -        -22.522 (meters)                     GEOID18
 AE4099  DYNAMIC HEIGHT  -        591.620 (meters)     1941.01  (feet) COMP
 AE4099  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 AE4099
 AE4099  VERT ORDER      -  FIRST     CLASS II
 AE4099
 AE4099.The horizontal coordinates were scaled from a map and have
 AE4099.an estimated accuracy of +/- 6 seconds.
 AE4099
 AE4099.The orthometric height was determined by differential leveling and
 AE4099.adjusted by the NATIONAL GEODETIC SURVEY
 AE4099.in July 1998.
 AE4099
 AE4099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4099.GEOID18 height accuracy estimate available here.
 AE4099
 AE4099.Click photographs - Photos may exist for this station.
 AE4099
 AE4099.The dynamic height is computed by dividing the NAVD 88
 AE4099.geopotential number by the normal gravity value computed on the
 AE4099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4099.degrees latitude (g = 980.6199 gals.).
 AE4099
 AE4099.The modeled gravity was interpolated from observed gravity values.
 AE4099
 AE4099;                    North         East    Units  Estimated Accuracy
 AE4099;SPC SD N     -   131,220.      591,150.      MT  (+/- 180 meters Scaled)
 AE4099
 AE4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ123851(NAD 83)
 AE4099
 AE4099                          SUPERSEDED SURVEY CONTROL
 AE4099
 AE4099.No superseded survey control is available for this station.
 AE4099
 AE4099_MARKER: I = METAL ROD
 AE4099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4099_STAMPING: V 456 1996
 AE4099_MARK LOGO: NGS
 AE4099_PROJECTION: FLUSH
 AE4099_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4099+STABILITY: POSITION/ELEVATION WELL
 AE4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4099+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4099_ROD/PIPE-DEPTH: 15.0 meters
 AE4099_SLEEVE-DEPTH  : 12.0 meters
 AE4099
 AE4099  HISTORY     - Date     Condition        Report By
 AE4099  HISTORY     - 1996     MONUMENTED       NGS
 AE4099  HISTORY     - 20120614 GOOD             INDIV
 AE4099
 AE4099                          STATION DESCRIPTION
 AE4099
 AE4099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4099'12.1 KM (7.50 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4099'EXENE STREET IN GETTYSBERG, 412.0 M (1351.7 FT) WEST OF MILEPOST 218,
 AE4099'103.0 M (337.9 FT) EAST OF THE SOUTH END OF A CULVERT UNDER THE
 AE4099'HIGHWAY, 17.5 M (57.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.6 M (11.8
 AE4099'FT) WEST-NORTHWEST OF THE CENTER OF A 3 BY 4-FOOT BOULDER, 2.0 M (6.6
 AE4099'FT) BELOW THE LEVEL OF THE HIGHWAY, 1.3 M (4.3 FT) NORTHEAST OF A 2 BY
 AE4099'2.5-FOOT BOULDER, AND 1.0 M (3.3 FT) NORTH OF A WITNESS POST.
 AE4099'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4099
 AE4099                          STATION RECOVERY (2012)
 AE4099
 AE4099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0864 ***********************************************************************
 OS0864  DESIGNATION -  V 457
 OS0864  PID         -  OS0864
 OS0864  STATE/COUNTY-  SD/JACKSON
 OS0864  COUNTRY     -  US
 OS0864  USGS QUAD   -  BELVIDERE (2017)
 OS0864
 OS0864                         *CURRENT SURVEY CONTROL
 OS0864  ______________________________________________________________________
 OS0864* NAD 83(1986) POSITION- 43 50 33.     (N) 101 18 17.     (W)   SCALED
 OS0864* NAVD 88 ORTHO HEIGHT -   720.873 (meters)     2365.06  (feet) ADJUSTED
 OS0864  ______________________________________________________________________
 OS0864  GEOID HEIGHT    -        -22.398 (meters)                     GEOID18
 OS0864  DYNAMIC HEIGHT  -        720.637 (meters)     2364.29  (feet) COMP
 OS0864  MODELED GRAVITY -    980,267.8   (mgal)                       NAVD 88
 OS0864
 OS0864  VERT ORDER      -  FIRST     CLASS II
 OS0864
 OS0864.The horizontal coordinates were scaled from a map and have
 OS0864.an estimated accuracy of +/- 6 seconds.
 OS0864
 OS0864.The orthometric height was determined by differential leveling and
 OS0864.adjusted by the NATIONAL GEODETIC SURVEY
 OS0864.in September 1993.
 OS0864
 OS0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0864.GEOID18 height accuracy estimate available here.
 OS0864
 OS0864.Click photographs - Photos may exist for this station.
 OS0864
 OS0864.The dynamic height is computed by dividing the NAVD 88
 OS0864.geopotential number by the normal gravity value computed on the
 OS0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0864.degrees latitude (g = 980.6199 gals.).
 OS0864
 OS0864.The modeled gravity was interpolated from observed gravity values.
 OS0864
 OS0864;                    North         East    Units  Estimated Accuracy
 OS0864;SPC SD S     -   168,110.      521,890.      MT  (+/- 180 meters Scaled)
 OS0864
 OS0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP147569(NAD 83)
 OS0864
 OS0864                          SUPERSEDED SURVEY CONTROL
 OS0864
 OS0864.No superseded survey control is available for this station.
 OS0864
 OS0864_MARKER: I = METAL ROD
 OS0864_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0864_STAMPING: V 457 1991
 OS0864_MARK LOGO: NGS
 OS0864_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0864_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0864+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0864_ROD/PIPE-DEPTH: 6.6 meters
 OS0864_SLEEVE-DEPTH  : 0.9 meters
 OS0864
 OS0864  HISTORY     - Date     Condition        Report By
 OS0864  HISTORY     - 1991     MONUMENTED       NGS
 OS0864  HISTORY     - 20130118 GOOD             INDIV
 OS0864
 OS0864                          STATION DESCRIPTION
 OS0864
 OS0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0864'18.0 KM (11.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0864'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.5 KM (0.30
 OS0864'MI) EAST OF MILEPOST 161, 31.2 M (102.4 FT) SOUTH OF THE CENTERLINE
 OS0864'OF THE EASTBOUND LANES OF THE HIGHWAY, 23.9 M (78.4 FT) WEST OF A
 OS0864'BRACED FENCE POST, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0864'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0864'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0864'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0864
 OS0864                          STATION RECOVERY (2013)
 OS0864
 OS0864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NO0583 ***********************************************************************
 NO0583  CBN         -  This is a Cooperative Base Network Control Station.
 NO0583  DESIGNATION -  V 458
 NO0583  PID         -  NO0583
 NO0583  STATE/COUNTY-  SD/TODD
 NO0583  COUNTRY     -  US
 NO0583  USGS QUAD   -  VALENTINE NORTH (2017)
 NO0583
 NO0583                         *CURRENT SURVEY CONTROL
 NO0583  ______________________________________________________________________
 NO0583* NAD 83(2011) POSITION- 42 59 55.05935(N) 100 34 24.88279(W)   ADJUSTED
 NO0583* NAD 83(2011) ELLIP HT-   825.101 (meters)        (06/27/12)   ADJUSTED
 NO0583* NAD 83(2011) EPOCH   -  2010.00
 NO0583* NAVD 88 ORTHO HEIGHT -   847.271 (meters)     2779.75  (feet) ADJUSTED
 NO0583  ______________________________________________________________________
 NO0583  GEOID HEIGHT    -        -22.192 (meters)                     GEOID18
 NO0583  NAD 83(2011) X  -   -857,424.177 (meters)                     COMP
 NO0583  NAD 83(2011) Y  - -4,593,319.301 (meters)                     COMP
 NO0583  NAD 83(2011) Z  -  4,327,952.956 (meters)                     COMP
 NO0583  LAPLACE CORR    -         -6.54  (seconds)                    DEFLEC18
 NO0583  DYNAMIC HEIGHT  -        846.933 (meters)     2778.65  (feet) COMP
 NO0583  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 NO0583
 NO0583  VERT ORDER      -  FIRST     CLASS II
 NO0583
 NO0583  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NO0583  Standards:
 NO0583         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NO0583            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NO0583  -------------------------------------------------------------------
 NO0583  NETWORK    0.74   1.51           0.34   0.25   0.77     -0.04687523
 NO0583  -------------------------------------------------------------------
 NO0583  Click here for local accuracies and other accuracy information.
 NO0583
 NO0583.The horizontal coordinates were established by GPS observations
 NO0583.and adjusted by the National Geodetic Survey in June 2012.
 NO0583
 NO0583.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NO0583.been affixed to the stable North American tectonic plate. See 
 NO0583.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NO0583
 NO0583.The horizontal coordinates are valid at the epoch date displayed above
 NO0583.which is a decimal equivalence of Year/Month/Day.
 NO0583
 NO0583.The orthometric height was determined by differential leveling and
 NO0583.adjusted by the NATIONAL GEODETIC SURVEY
 NO0583.in June 1994.
 NO0583
 NO0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 NO0583.GEOID18 height accuracy estimate available here.
 NO0583
 NO0583.Click photographs - Photos may exist for this station.
 NO0583
 NO0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0583
 NO0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 NO0583
 NO0583.The ellipsoidal height was determined by GPS observations
 NO0583.and is referenced to NAD 83.
 NO0583
 NO0583.The dynamic height is computed by dividing the NAVD 88
 NO0583.geopotential number by the normal gravity value computed on the
 NO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0583.degrees latitude (g = 980.6199 gals.).
 NO0583
 NO0583.The modeled gravity was interpolated from observed gravity values.
 NO0583
 NO0583. The following values were computed from the NAD 83(2011) position.
 NO0583
 NO0583;                    North         East     Units Scale Factor Converg.
 NO0583;SPC SD S     -    73,937.011   580,410.450   MT  0.99996496   -0 09 56.6
 NO0583;SPC SD S     -   242,575.01  1,904,229.95   sFT  0.99996496   -0 09 56.6
 NO0583;UTM  14      - 4,761,863.741   371,736.197   MT  0.99980239   -1 04 23.9
 NO0583
 NO0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0583!SPC SD S     -   0.99987062  x   0.99996496  =   0.99983559
 NO0583!UTM  14      -   0.99987062  x   0.99980239  =   0.99967304
 NO0583
 NO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7173661863(NAD 83)
 NO0583
 NO0583                          SUPERSEDED SURVEY CONTROL
 NO0583
 NO0583  NAD 83(2007)-  42 59 55.05927(N)    100 34 24.88387(W) AD(2002.00) 0
 NO0583  ELLIP H (02/10/07)  825.125  (m)                       GP(2002.00)    
 NO0583  NAD 83(1995)-  42 59 55.05907(N)    100 34 24.88372(W) AD(       ) A
 NO0583  ELLIP H (06/23/03)  825.118  (m)                       GP(       ) 3 1
 NO0583  NAVD 88 (06/23/03)  847.4    (m)  GEOID99  model used  GPS OBS        
 NO0583
 NO0583.Superseded values are not recommended for survey control.
 NO0583
 NO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0583.See file dsdata.pdf to determine how the superseded data were derived.
 NO0583
 NO0583_MARKER: F = FLANGE-ENCASED ROD
 NO0583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0583_STAMPING: V 458 1992
 NO0583_MARK LOGO: NGS
 NO0583_PROJECTION: FLUSH
 NO0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0583+STABILITY: POSITION/ELEVATION WELL
 NO0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0583+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2019
 NO0583_ROD/PIPE-DEPTH: 11.4 meters
 NO0583_SLEEVE-DEPTH  : 9.10 meters
 NO0583
 NO0583  HISTORY     - Date     Condition        Report By
 NO0583  HISTORY     - 1992     MONUMENTED       NGS
 NO0583  HISTORY     - 20020610 GOOD             SDDT
 NO0583  HISTORY     - 20100323 GOOD             HKM
 NO0583  HISTORY     - 20190327 GOOD             NEGS
 NO0583
 NO0583                          STATION DESCRIPTION
 NO0583
 NO0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0583'13.7 KM (8.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0583'COURTHOUSE IN VALENTINE, AT THE SD-NE STATE LINE, 22.1 M (72.5 FT)
 NO0583'WEST OF THE CENTERLINE OF THE HIGHWAY, 17.3 M (56.8 FT) NORTH OF THE
 NO0583'CENTER OF AN APPROACH TO AN ABANDONED ROAD, 1.2 M (3.9 FT) BELOW THE
 NO0583'LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) NORTH-NORTHEAST OF A FENCE
 NO0583'CORNER, AND 0.6 M (2.0 FT) EAST OF A WITNESS POST AND FENCE.
 NO0583'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0583
 NO0583                          STATION RECOVERY (2002)
 NO0583
 NO0583'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 NO0583'RECOVERED AS DESCRIBED
 NO0583
 NO0583                          STATION RECOVERY (2010)
 NO0583
 NO0583'RECOVERY NOTE BY HKM ASSOCIATES 2010 (SB)
 NO0583'POINT IS APPROXIMATELY 20 FEET SOUTHEAST OF EAST LEG OF ROSEBUD CASINO
 NO0583'SIGN (SIGN BEING APPROXIMATELY 20 FEET HIGH), BUT IS STILL SUITABLE
 NO0583'FOR GPS OCCUPATION.
 NO0583
 NO0583                          STATION RECOVERY (2019)
 NO0583
 NO0583'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2019 (MH)
 NO0583'THE MARK IS LOCATED IN THE NORTHWEST CORNER OF THE U.S. HIGHWAY 83 AND
 NO0583'THE NEBRASKA SOUTH DAKOTA BORDER.  THIS LOCATION IS APPROXIMATELY 9 MI
 NO0583'(14.5 KM) NORTH OF VALENTINE, NE. AT U.S. 83 - MILE POST 222.41.  TURN
 NO0583'LEFT (WEST) AT THE SOUTHERN DRIVEWAY OF THE ROSEBUD CASINO. THE MARK
 NO0583'IS LOCATED 56 FT (17.1 M) NORTH OF THE CENTERLINE OF THIS DRIVE, 70 FT
 NO0583'(21.3 M) WEST OF THE CENTERLINE OF U.S. 83 AND 2.0 FT (0.6 M) EAST OF
 NO0583'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8795 ***********************************************************************
 AB8795  CBN         -  This is a Cooperative Base Network Control Station.
 AB8795  DESIGNATION -  V 459
 AB8795  PID         -  AB8795
 AB8795  STATE/COUNTY-  SD/BROOKINGS
 AB8795  COUNTRY     -  US
 AB8795  USGS QUAD   -  LAKE BENTON SW (2019)
 AB8795
 AB8795                         *CURRENT SURVEY CONTROL
 AB8795  ______________________________________________________________________
 AB8795* NAD 83(2011) POSITION- 44 16 07.41107(N) 096 29 18.08072(W)   ADJUSTED
 AB8795* NAD 83(2011) ELLIP HT-   502.856 (meters)        (06/27/12)   ADJUSTED
 AB8795* NAD 83(2011) EPOCH   -  2010.00
 AB8795* NAVD 88 ORTHO HEIGHT -   528.588 (meters)     1734.21  (feet) ADJUSTED
 AB8795  ______________________________________________________________________
 AB8795  GEOID HEIGHT    -        -25.727 (meters)                     GEOID18
 AB8795  NAD 83(2011) X  -   -516,985.871 (meters)                     COMP
 AB8795  NAD 83(2011) Y  - -4,545,740.196 (meters)                     COMP
 AB8795  NAD 83(2011) Z  -  4,429,872.935 (meters)                     COMP
 AB8795  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 AB8795  DYNAMIC HEIGHT  -        528.481 (meters)     1733.86  (feet) COMP
 AB8795  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 AB8795
 AB8795  VERT ORDER      -  FIRST     CLASS II
 AB8795
 AB8795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8795  Standards:
 AB8795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8795  -------------------------------------------------------------------
 AB8795  NETWORK    0.36   0.71           0.17   0.11   0.36      0.04054127
 AB8795  -------------------------------------------------------------------
 AB8795  Click here for local accuracies and other accuracy information.
 AB8795
 AB8795.The horizontal coordinates were established by GPS observations
 AB8795.and adjusted by the National Geodetic Survey in June 2012.
 AB8795
 AB8795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8795.been affixed to the stable North American tectonic plate. See 
 AB8795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8795
 AB8795.The horizontal coordinates are valid at the epoch date displayed above
 AB8795.which is a decimal equivalence of Year/Month/Day.
 AB8795
 AB8795.The orthometric height was determined by differential leveling and
 AB8795.adjusted by the NATIONAL GEODETIC SURVEY
 AB8795.in October 1997.
 AB8795
 AB8795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8795.GEOID18 height accuracy estimate available here.
 AB8795
 AB8795.Click photographs - Photos may exist for this station.
 AB8795
 AB8795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8795
 AB8795.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8795
 AB8795.The ellipsoidal height was determined by GPS observations
 AB8795.and is referenced to NAD 83.
 AB8795
 AB8795.The dynamic height is computed by dividing the NAVD 88
 AB8795.geopotential number by the normal gravity value computed on the
 AB8795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8795.degrees latitude (g = 980.6199 gals.).
 AB8795
 AB8795.The modeled gravity was interpolated from observed gravity values.
 AB8795
 AB8795. The following values were computed from the NAD 83(2011) position.
 AB8795
 AB8795;                    North         East     Units Scale Factor Converg.
 AB8795;SPC SD N     -    54,462.585   880,302.204   MT  1.00003163   +2 29 07.2
 AB8795;SPC SD N     -   178,682.66  2,888,124.81   sFT  1.00003163   +2 29 07.2
 AB8795;UTM  14      - 4,904,788.196   700,459.479   MT  1.00009422   +1 45 13.6
 AB8795
 AB8795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8795!SPC SD N     -   0.99992116  x   1.00003163  =   0.99995279
 AB8795!UTM  14      -   0.99992116  x   1.00009422  =   1.00001537
 AB8795
 AB8795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0045904788(NAD 83)
 AB8795
 AB8795                          SUPERSEDED SURVEY CONTROL
 AB8795
 AB8795  NAD 83(2007)-  44 16 07.41099(N)    096 29 18.08171(W) AD(2002.00) 0
 AB8795  ELLIP H (02/10/07)  502.889  (m)                       GP(2002.00)    
 AB8795  ELLIP H (04/15/04)  502.914  (m)                       GP(       ) 2 1
 AB8795  NAD 83(1996)-  44 16 07.41031(N)    096 29 18.08089(W) AD(       ) B
 AB8795  ELLIP H (04/18/97)  502.920  (m)                       GP(       ) 4 1
 AB8795  NAVD 88             528.59   (m)         1734.2    (f) LEVELING    3  
 AB8795  NAVD 88 (04/18/97)  528.6    (m)  GEOID96  model used  GPS OBS        
 AB8795
 AB8795.Superseded values are not recommended for survey control.
 AB8795
 AB8795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8795.See file dsdata.pdf to determine how the superseded data were derived.
 AB8795
 AB8795_MARKER: F = FLANGE-ENCASED ROD
 AB8795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8795_STAMPING: V 459 1994
 AB8795_MARK LOGO: NGS
 AB8795_PROJECTION: FLUSH
 AB8795_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AB8795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8795+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2017
 AB8795_ROD/PIPE-DEPTH: 5.2 meters
 AB8795_SLEEVE-DEPTH  : 0.9 meters
 AB8795
 AB8795  HISTORY     - Date     Condition        Report By
 AB8795  HISTORY     - 1994     MONUMENTED       NGS
 AB8795  HISTORY     - 19960614 GOOD             NGS
 AB8795  HISTORY     - 2002     GOOD             MNDT
 AB8795  HISTORY     - 20040623 GOOD             MNDT
 AB8795  HISTORY     - 20150623 GOOD             MNDT
 AB8795  HISTORY     - 20151001 GOOD             MNDT
 AB8795  HISTORY     - 20170214 GOOD             MNDT
 AB8795
 AB8795                          STATION DESCRIPTION
 AB8795
 AB8795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8795'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8795'INTERSTATE HIGHWAY 29 IN BROOKINGS, THENCE 0.3 KM (0.20 MI) SOUTHERLY
 AB8795'ALONG STATE HIGHWAY 13, 194.0 M (636.5 FT) SOUTH OF MILEPOST 128,
 AB8795'158.0 M (518.4 FT) WEST OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT)
 AB8795'NORTH OF THE CENTER OF A GRAVELED ROAD, 5.0 M (16.4 FT) EAST OF THE
 AB8795'CENTER OF A FIELD ENTRANCE AND GATE, 1.1 M (3.6 FT) EAST OF A FENCE
 AB8795'CORNER, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT)
 AB8795'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8795'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8795'SPECIFICATIONS FOR A CLASS A MARK.
 AB8795
 AB8795                          STATION RECOVERY (1996)
 AB8795
 AB8795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB8795'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF ELKTON, AT THE
 AB8795'INTERSECTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 13. OWNERSHIP--THE
 AB8795'STATE OF SOUTH DAKOTA.  TO REACH THE STATION FROM THE POST OFFICE IN
 AB8795'ELKTON, GO NORTH ON ELK STREET FOR 0.25 MI (0.40 KM) TO THE JUNCTION
 AB8795'OF NORTH DRIVE, TURN LEFT AND GO WEST ON NORTH DRIVE FOR 0.4 MI (0.6
 AB8795'KM) TO THE JUNCTION OF STATE HIGHWAY 13, TURN RIGHT AND GO NORTH ON
 AB8795'STATE HIGHWAY 13 FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF A COUNTY
 AB8795'GRAVELED ROAD, TURN LEFT AND GO WEST ON THE COUNTY ROAD FOR 0.1 MI
 AB8795'(0.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 194.0 M
 AB8795'(636.5 FT) SOUTH OF MILEPOST 128, 158.0 M (518.4 FT) WEST OF THE
 AB8795'HIGHWAY CENTERLINE, 10.7 M (35.1 FT) NORTH OF THE ROAD CENTER, 4.9 M
 AB8795'(16.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, AND 0.3 M (1.0 FT)
 AB8795'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8795'THROUGH A 5-INCH LOGO CAP.
 AB8795
 AB8795                          STATION RECOVERY (2002)
 AB8795
 AB8795'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AB8795'RECOVERED AS DESCRIBED.  MAGNETIC, A RR SPIKE WAS SET NEXT TO THE
 AB8795'MARK.
 AB8795
 AB8795                          STATION RECOVERY (2004)
 AB8795
 AB8795'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AB8795'2 MILES NORTH OF ELKTON,  FROM THE POST OFFICE IN ELKTON, GO NORTH ON
 AB8795'ELK STREET FOR 0.25  MILE THEN WEST ON NORTH DRIVE FOR 0.4 MILE THEN
 AB8795'NORTH ON HIGHWAY 13 FOR 2.1 MILES  THEN WEST ON THE 215 ST FOR 0.1
 AB8795'MILE.  35 .1 FEET NORTH OF THE CENTER OF ROAD, 16.1 FEET  EAST OF THE
 AB8795'CENTER OF  A FIELD ENTRANCE, 1 FOOT SOUTH OF A WITNESS POST AND FENCE.
 AB8795
 AB8795                          STATION RECOVERY (2015)
 AB8795
 AB8795'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AB8795'RECOVERED AS DESCRIBED.
 AB8795
 AB8795                          STATION RECOVERY (2015)
 AB8795
 AB8795'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (MPP)
 AB8795'2.0 MILES NORTH OF ELKTON, AT THE INTERSECTION OF U.S. HIGHWAY 14 AND
 AB8795'STATE HIGHWAY 13.  TO REACH THE STATION FROM THE POST OFFICE IN
 AB8795'ELKTON, GO NORTH ON ELK STREET FOR 0.3 MILE TO THE JUNCTION OF NORTH
 AB8795'DRIVE, TURN LEFT AND GO WEST ON NORTH DRIVE FOR 0.4 MILE TO THE
 AB8795'JUNCTION OF STATE HIGHWAY 13, TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 AB8795'13 FOR 2.1 MILES TO THE JUNCTION OF 215TH STREET, TURN LEFT AND GO
 AB8795'WEST ON THE COUNTY ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT, THE
 AB8795'STATION IS LOCATED 636.5 FEET SOUTH OF MILEPOST 128, 518.4 FEET WEST
 AB8795'OF THE HIGHWAY CENTERLINE, 35.1 FEET NORTH OF THE ROAD CENTER, 16.1
 AB8795'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, AND 1.0 FOOT SOUTH OF A
 AB8795'WITNESS POST AND FENCE.
 AB8795
 AB8795                          STATION RECOVERY (2017)
 AB8795
 AB8795'RECOVERY NOTE BY MN DEPT OF TRANSP 2017 (KDJ)
 AB8795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0242 ***********************************************************************
 PS0242  DESIGNATION -  V 46
 PS0242  PID         -  PS0242
 PS0242  STATE/COUNTY-  SD/FAULK
 PS0242  COUNTRY     -  US
 PS0242  USGS QUAD   -  MIRANDA (2017)
 PS0242
 PS0242                         *CURRENT SURVEY CONTROL
 PS0242  ______________________________________________________________________
 PS0242* NAD 83(1986) POSITION- 44 58 11.     (N) 098 57 59.     (W)   SCALED
 PS0242* NAVD 88 ORTHO HEIGHT -   440.075 (meters)     1443.81  (feet) ADJUSTED
 PS0242  ______________________________________________________________________
 PS0242  GEOID HEIGHT    -        -23.917 (meters)                     GEOID18
 PS0242  DYNAMIC HEIGHT  -        440.023 (meters)     1443.64  (feet) COMP
 PS0242  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 PS0242
 PS0242  VERT ORDER      -  FIRST     CLASS II
 PS0242
 PS0242.The horizontal coordinates were scaled from a map and have
 PS0242.an estimated accuracy of +/- 6 seconds.
 PS0242
 PS0242.The orthometric height was determined by differential leveling and
 PS0242.adjusted by the NATIONAL GEODETIC SURVEY
 PS0242.in June 1991.
 PS0242
 PS0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0242.GEOID18 height accuracy estimate available here.
 PS0242
 PS0242.Click photographs - Photos may exist for this station.
 PS0242
 PS0242.The dynamic height is computed by dividing the NAVD 88
 PS0242.geopotential number by the normal gravity value computed on the
 PS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0242.degrees latitude (g = 980.6199 gals.).
 PS0242
 PS0242.The modeled gravity was interpolated from observed gravity values.
 PS0242
 PS0242;                    North         East    Units  Estimated Accuracy
 PS0242;SPC SD N     -   126,800.      681,530.      MT  (+/- 180 meters Scaled)
 PS0242
 PS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ026795(NAD 83)
 PS0242
 PS0242                          SUPERSEDED SURVEY CONTROL
 PS0242
 PS0242  NGVD 29 (??/??/92)  439.754  (m)         1442.76   (f) ADJ UNCH    1 2
 PS0242
 PS0242.Superseded values are not recommended for survey control.
 PS0242
 PS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0242.See file dsdata.pdf to determine how the superseded data were derived.
 PS0242
 PS0242_MARKER: DB = BENCH MARK DISK
 PS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0242_STAMPING: V 46 1934
 PS0242_MARK LOGO: CGS
 PS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0242+STABILITY: SURFACE MOTION
 PS0242
 PS0242  HISTORY     - Date     Condition        Report By
 PS0242  HISTORY     - 1934     MONUMENTED       CGS
 PS0242
 PS0242                          STATION DESCRIPTION
 PS0242
 PS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0242'AT MIRANDA.
 PS0242'AT MIRANDA, FAULK COUNTY, ABOUT 165 FEET EAST OF THE CHICAGO
 PS0242'AND NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING, 36 FEET
 PS0242'EAST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF THE
 PS0242'CENTER LINE OF THE TRACK, AND 5 FEET EAST OF A POWER-TRANSMISSION
 PS0242'LINE POLE.  A STANDARD DISK, STAMPED V 46 1934 AND SET IN THE
 PS0242'TOP OF A CONCRETE POST.  NOTE-- A WITNESS SIGN WAS PLACED
 PS0242'0.6 FOOT SOUTH OF BM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8821 ***********************************************************************
 AB8821  DESIGNATION -  V 460
 AB8821  PID         -  AB8821
 AB8821  STATE/COUNTY-  SD/BROOKINGS
 AB8821  COUNTRY     -  US
 AB8821  USGS QUAD   -  VOLGA (2017)
 AB8821
 AB8821                         *CURRENT SURVEY CONTROL
 AB8821  ______________________________________________________________________
 AB8821* NAD 83(1986) POSITION- 44 19 34.     (N) 096 56 37.     (W)   SCALED
 AB8821* NAVD 88 ORTHO HEIGHT -   504.665 (meters)     1655.72  (feet) ADJUSTED
 AB8821  ______________________________________________________________________
 AB8821  GEOID HEIGHT    -        -25.230 (meters)                     GEOID18
 AB8821  DYNAMIC HEIGHT  -        504.573 (meters)     1655.42  (feet) COMP
 AB8821  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 AB8821
 AB8821  VERT ORDER      -  FIRST     CLASS II
 AB8821
 AB8821.The horizontal coordinates were scaled from a map and have
 AB8821.an estimated accuracy of +/- 6 seconds.
 AB8821
 AB8821.The orthometric height was determined by differential leveling and
 AB8821.adjusted by the NATIONAL GEODETIC SURVEY
 AB8821.in October 1997.
 AB8821
 AB8821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8821.GEOID18 height accuracy estimate available here.
 AB8821
 AB8821.Click photographs - Photos may exist for this station.
 AB8821
 AB8821.The dynamic height is computed by dividing the NAVD 88
 AB8821.geopotential number by the normal gravity value computed on the
 AB8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8821.degrees latitude (g = 980.6199 gals.).
 AB8821
 AB8821.The modeled gravity was interpolated from observed gravity values.
 AB8821
 AB8821;                    North         East    Units  Estimated Accuracy
 AB8821;SPC SD N     -    59,360.      843,740.      MT  (+/- 180 meters Scaled)
 AB8821
 AB8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ639101(NAD 83)
 AB8821
 AB8821                          SUPERSEDED SURVEY CONTROL
 AB8821
 AB8821.No superseded survey control is available for this station.
 AB8821
 AB8821_MARKER: I = METAL ROD
 AB8821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8821_STAMPING: V 460 1994
 AB8821_MARK LOGO: NGS
 AB8821_PROJECTION: FLUSH
 AB8821_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8821+STABILITY: POSITION/ELEVATION WELL
 AB8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8821+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8821_ROD/PIPE-DEPTH: 12.0 meters
 AB8821_SLEEVE-DEPTH  : 9.8 meters
 AB8821
 AB8821  HISTORY     - Date     Condition        Report By
 AB8821  HISTORY     - 1994     MONUMENTED       NGS
 AB8821
 AB8821                          STATION DESCRIPTION
 AB8821
 AB8821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8821'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN AVENUE FROM THE POST OFFICE IN
 AB8821'BROOKINGS, THENCE 12.4 KM (7.70 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8821'482.0 M (1581.4 FT) EAST OF MILEPOST 412, 29.0 M (95.1 FT) NORTH OF
 AB8821'THE HIGHWAY CENTERLINE, 26.4 M (86.6 FT) WEST OF THE CENTER OF THE
 AB8821'EAST ENTRANCE TO THE TRINITY CEMETERY, 8.1 M (26.6 FT) NORTH OF THE
 AB8821'CENTER OF AN ACCESS ROAD, 1.7 M (5.6 FT) SOUTH OF THE SOUTHEAST CORNER
 AB8821'OF A WALL, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB8821'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8894 ***********************************************************************
 AB8894  DESIGNATION -  V 461
 AB8894  PID         -  AB8894
 AB8894  STATE/COUNTY-  SD/BEADLE
 AB8894  COUNTRY     -  US
 AB8894  USGS QUAD   -  CAVOUR (2017)
 AB8894
 AB8894                         *CURRENT SURVEY CONTROL
 AB8894  ______________________________________________________________________
 AB8894* NAD 83(1986) POSITION- 44 22 12.     (N) 098 05 21.     (W)   SCALED
 AB8894* NAVD 88 ORTHO HEIGHT -   393.317 (meters)     1290.41  (feet) ADJUSTED
 AB8894  ______________________________________________________________________
 AB8894  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 AB8894  DYNAMIC HEIGHT  -        393.251 (meters)     1290.19  (feet) COMP
 AB8894  MODELED GRAVITY -    980,439.0   (mgal)                       NAVD 88
 AB8894
 AB8894  VERT ORDER      -  FIRST     CLASS II
 AB8894
 AB8894.The horizontal coordinates were scaled from a map and have
 AB8894.an estimated accuracy of +/- 6 seconds.
 AB8894
 AB8894.The orthometric height was determined by differential leveling and
 AB8894.adjusted by the NATIONAL GEODETIC SURVEY
 AB8894.in October 1997.
 AB8894
 AB8894.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8894.GEOID18 height accuracy estimate available here.
 AB8894
 AB8894.Click photographs - Photos may exist for this station.
 AB8894
 AB8894.The dynamic height is computed by dividing the NAVD 88
 AB8894.geopotential number by the normal gravity value computed on the
 AB8894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8894.degrees latitude (g = 980.6199 gals.).
 AB8894
 AB8894.The modeled gravity was interpolated from observed gravity values.
 AB8894
 AB8894;                    North         East    Units  Estimated Accuracy
 AB8894;SPC SD N     -    61,430.      752,290.      MT  (+/- 180 meters Scaled)
 AB8894
 AB8894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ725133(NAD 83)
 AB8894
 AB8894                          SUPERSEDED SURVEY CONTROL
 AB8894
 AB8894.No superseded survey control is available for this station.
 AB8894
 AB8894_MARKER: I = METAL ROD
 AB8894_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8894_STAMPING: V 461 1994
 AB8894_MARK LOGO: NGS
 AB8894_PROJECTION: FLUSH
 AB8894_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8894+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8894_ROD/PIPE-DEPTH: 6.1 meters
 AB8894_SLEEVE-DEPTH  : 0.9 meters
 AB8894
 AB8894  HISTORY     - Date     Condition        Report By
 AB8894  HISTORY     - 1994     MONUMENTED       NGS
 AB8894
 AB8894                          STATION DESCRIPTION
 AB8894
 AB8894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8894'10.0 KM (6.20 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8894'STATE HIGHWAY 37 IN HURON, 256.0 M (839.9 FT) WEST OF MILEPOST 352,
 AB8894'45.2 M (148.3 FT) NORTH OF MILEPOST 351.92, 30.1 M (98.8 FT) NORTH OF
 AB8894'THE HIGHWAY CENTERLINE, 23.6 M (77.4 FT) NORTHEAST OF THE NORTH
 AB8894'HEADWALL OF A DOUBLE BOX CULVERT UNDER THE HIGHWAY, 2.1 M (6.9 FT)
 AB8894'EAST OF THE EAST END OF 3 BRACED FENCE POSTS, 1.9 M (6.2 FT) BELOW THE
 AB8894'LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND
 AB8894'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8894'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8935 ***********************************************************************
 AB8935  CBN         -  This is a Cooperative Base Network Control Station.
 AB8935  DESIGNATION -  V 462
 AB8935  PID         -  AB8935
 AB8935  STATE/COUNTY-  SD/BEADLE
 AB8935  COUNTRY     -  US
 AB8935  USGS QUAD   -  WESSINGTON (2017)
 AB8935
 AB8935                         *CURRENT SURVEY CONTROL
 AB8935  ______________________________________________________________________
 AB8935* NAD 83(2011) POSITION- 44 27 28.22642(N) 098 40 23.03240(W)   ADJUSTED
 AB8935* NAD 83(2011) ELLIP HT-   402.063 (meters)        (06/27/12)   ADJUSTED
 AB8935* NAD 83(2011) EPOCH   -  2010.00
 AB8935* NAVD 88 ORTHO HEIGHT -   426.983 (meters)     1400.86  (feet) ADJUSTED
 AB8935  ______________________________________________________________________
 AB8935  GEOID HEIGHT    -        -24.927 (meters)                     GEOID18
 AB8935  NAD 83(2011) X  -   -687,672.082 (meters)                     COMP
 AB8935  NAD 83(2011) Y  - -4,508,130.329 (meters)                     COMP
 AB8935  NAD 83(2011) Z  -  4,444,827.136 (meters)                     COMP
 AB8935  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 AB8935  DYNAMIC HEIGHT  -        426.901 (meters)     1400.59  (feet) COMP
 AB8935  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 AB8935
 AB8935  VERT ORDER      -  FIRST     CLASS II
 AB8935
 AB8935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8935  Standards:
 AB8935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8935  -------------------------------------------------------------------
 AB8935  NETWORK    1.19   3.49           0.56   0.37   1.78     -0.08557298
 AB8935  -------------------------------------------------------------------
 AB8935  Click here for local accuracies and other accuracy information.
 AB8935
 AB8935.The horizontal coordinates were established by GPS observations
 AB8935.and adjusted by the National Geodetic Survey in June 2012.
 AB8935
 AB8935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8935.been affixed to the stable North American tectonic plate. See 
 AB8935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8935
 AB8935.The horizontal coordinates are valid at the epoch date displayed above
 AB8935.which is a decimal equivalence of Year/Month/Day.
 AB8935
 AB8935.The orthometric height was determined by differential leveling and
 AB8935.adjusted by the NATIONAL GEODETIC SURVEY
 AB8935.in October 1997.
 AB8935
 AB8935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8935.GEOID18 height accuracy estimate available here.
 AB8935
 AB8935.Click photographs - Photos may exist for this station.
 AB8935
 AB8935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8935
 AB8935.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8935
 AB8935.The ellipsoidal height was determined by GPS observations
 AB8935.and is referenced to NAD 83.
 AB8935
 AB8935.The dynamic height is computed by dividing the NAVD 88
 AB8935.geopotential number by the normal gravity value computed on the
 AB8935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8935.degrees latitude (g = 980.6199 gals.).
 AB8935
 AB8935.The modeled gravity was interpolated from observed gravity values.
 AB8935
 AB8935. The following values were computed from the NAD 83(2011) position.
 AB8935
 AB8935;                    North         East     Units Scale Factor Converg.
 AB8935;SPC SD N     -    70,262.353   705,601.078   MT  0.99999237   +0 56 20.8
 AB8935;SPC SD N     -   230,519.07  2,314,959.54   sFT  0.99999237   +0 56 20.8
 AB8935;UTM  14      - 4,922,778.215   526,009.357   MT  0.99960832   +0 13 44.3
 AB8935
 AB8935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8935!SPC SD N     -   0.99993696  x   0.99999237  =   0.99992933
 AB8935!UTM  14      -   0.99993696  x   0.99960832  =   0.99954531
 AB8935
 AB8935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2600922778(NAD 83)
 AB8935
 AB8935                          SUPERSEDED SURVEY CONTROL
 AB8935
 AB8935  NAD 83(2007)-  44 27 28.22648(N)    098 40 23.03328(W) AD(2002.00) 0
 AB8935  ELLIP H (02/10/07)  402.093  (m)                       GP(2002.00)    
 AB8935  ELLIP H (04/15/04)  402.091  (m)                       GP(       ) 2 1
 AB8935  NAD 83(1996)-  44 27 28.22600(N)    098 40 23.03281(W) AD(       ) B
 AB8935  ELLIP H (04/18/97)  402.131  (m)                       GP(       ) 4 1
 AB8935  NAVD 88 (04/18/97)  427.0    (m)  GEOID96  model used  GPS OBS        
 AB8935
 AB8935.Superseded values are not recommended for survey control.
 AB8935
 AB8935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8935.See file dsdata.pdf to determine how the superseded data were derived.
 AB8935
 AB8935_MARKER: I = METAL ROD
 AB8935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8935_STAMPING: V 462 1994
 AB8935_MARK LOGO: NGS
 AB8935_PROJECTION: FLUSH
 AB8935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8935+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AB8935_ROD/PIPE-DEPTH: 3.1 meters
 AB8935_SLEEVE-DEPTH  : 0.9 meters
 AB8935
 AB8935  HISTORY     - Date     Condition        Report By
 AB8935  HISTORY     - 1994     MONUMENTED       NGS
 AB8935  HISTORY     - 19960701 GOOD             NGS
 AB8935
 AB8935                          STATION DESCRIPTION
 AB8935
 AB8935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8935'26.8 KM (16.65 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8935'IN MILLER, 361.0 M (1184.4 FT) WEST OF MILEPOST 318, 41.7 M (136.8 FT)
 AB8935'NORTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT) WEST OF THE CENTER OF
 AB8935'A FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 AB8935'FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AB8935'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8935'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AB8935'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AB8935
 AB8935                          STATION RECOVERY (1996)
 AB8935
 AB8935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB8935'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF WESSINGTON AND
 AB8935'8.5 MI (13.7 KM) WEST OF THE JUNCTION OF U.S. HIGHWAYS 281 NORTH AND
 AB8935'14, ON U.S. HIGHWAY 14.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO
 AB8935'REACH THE STATION FROM THE POST OFFICE WESSINGTON, GO NORTH-NORTHEAST
 AB8935'ON WESSINGTON STREET FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF U.S.
 AB8935'HIGHWAY 14, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 14 FOR 1.05 MI
 AB8935'(1.69 KM) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED 361.0 M
 AB8935'(1184.4 FT) WEST OF MILEPOST 318, 41.7 M (136.8 FT) NORTH OF THE
 AB8935'HIGHWAY CENTERLINE, 5.1 M (16.7 FT) WEST OF THE CENTER OF A FIELD
 AB8935'ENTRANCE AND GATE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE,
 AB8935'AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 AB8935'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8996 ***********************************************************************
 AB8996  DESIGNATION -  V 463
 AB8996  PID         -  AB8996
 AB8996  STATE/COUNTY-  SD/HYDE
 AB8996  COUNTRY     -  US
 AB8996  USGS QUAD   -  HOLABIRD (2017)
 AB8996
 AB8996                         *CURRENT SURVEY CONTROL
 AB8996  ______________________________________________________________________
 AB8996* NAD 83(1986) POSITION- 44 31 36.     (N) 099 31 24.     (W)   SCALED
 AB8996* NAVD 88 ORTHO HEIGHT -   571.936 (meters)     1876.43  (feet) ADJUSTED
 AB8996  ______________________________________________________________________
 AB8996  GEOID HEIGHT    -        -23.762 (meters)                     GEOID18
 AB8996  DYNAMIC HEIGHT  -        571.822 (meters)     1876.05  (feet) COMP
 AB8996  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 AB8996
 AB8996  VERT ORDER      -  FIRST     CLASS II
 AB8996
 AB8996.The horizontal coordinates were scaled from a map and have
 AB8996.an estimated accuracy of +/- 6 seconds.
 AB8996
 AB8996.The orthometric height was determined by differential leveling and
 AB8996.adjusted by the NATIONAL GEODETIC SURVEY
 AB8996.in October 1997.
 AB8996
 AB8996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8996.GEOID18 height accuracy estimate available here.
 AB8996
 AB8996.Click photographs - Photos may exist for this station.
 AB8996
 AB8996.The dynamic height is computed by dividing the NAVD 88
 AB8996.geopotential number by the normal gravity value computed on the
 AB8996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8996.degrees latitude (g = 980.6199 gals.).
 AB8996
 AB8996.The modeled gravity was interpolated from observed gravity values.
 AB8996
 AB8996;                    North         East    Units  Estimated Accuracy
 AB8996;SPC SD N     -    77,160.      637,890.      MT  (+/- 180 meters Scaled)
 AB8996
 AB8996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ584305(NAD 83)
 AB8996
 AB8996                          SUPERSEDED SURVEY CONTROL
 AB8996
 AB8996.No superseded survey control is available for this station.
 AB8996
 AB8996_MARKER: I = METAL ROD
 AB8996_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8996_STAMPING: V 463 1994
 AB8996_MARK LOGO: NGS
 AB8996_PROJECTION: FLUSH
 AB8996_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8996+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8996_ROD/PIPE-DEPTH: 7.2 meters
 AB8996_SLEEVE-DEPTH  : 0.9 meters
 AB8996
 AB8996  HISTORY     - Date     Condition        Report By
 AB8996  HISTORY     - 1994     MONUMENTED       NGS
 AB8996
 AB8996                          STATION DESCRIPTION
 AB8996
 AB8996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8996'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8996'STATE HIGHWAY 47 IN HIGHMORE, 54.5 M (178.8 FT) WEST OF THE CENTER OF
 AB8996'COUNTY ROAD 961, 30.5 M (100.1 FT) EAST OF A UTILITY POLE, 22.7 M
 AB8996'(74.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT) SOUTH OF
 AB8996'MILEPOST 274, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AB8996'(1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8996'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8996'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9038 ***********************************************************************
 AB9038  DESIGNATION -  V 464
 AB9038  PID         -  AB9038
 AB9038  STATE/COUNTY-  SD/HUGHES
 AB9038  COUNTRY     -  US
 AB9038  USGS QUAD   -  PIERRE NE (2017)
 AB9038
 AB9038                         *CURRENT SURVEY CONTROL
 AB9038  ______________________________________________________________________
 AB9038* NAD 83(1986) POSITION- 44 23 57.     (N) 100 18 31.     (W)   SCALED
 AB9038* NAVD 88 ORTHO HEIGHT -   533.400 (meters)     1750.00  (feet) ADJUSTED
 AB9038  ______________________________________________________________________
 AB9038  GEOID HEIGHT    -        -23.366 (meters)                     GEOID18
 AB9038  DYNAMIC HEIGHT  -        533.294 (meters)     1749.65  (feet) COMP
 AB9038  MODELED GRAVITY -    980,403.3   (mgal)                       NAVD 88
 AB9038
 AB9038  VERT ORDER      -  FIRST     CLASS II
 AB9038
 AB9038.The horizontal coordinates were scaled from a map and have
 AB9038.an estimated accuracy of +/- 6 seconds.
 AB9038
 AB9038.The orthometric height was determined by differential leveling and
 AB9038.adjusted by the NATIONAL GEODETIC SURVEY
 AB9038.in October 1997.
 AB9038
 AB9038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9038.GEOID18 height accuracy estimate available here.
 AB9038
 AB9038.Click photographs - Photos may exist for this station.
 AB9038
 AB9038.The dynamic height is computed by dividing the NAVD 88
 AB9038.geopotential number by the normal gravity value computed on the
 AB9038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9038.degrees latitude (g = 980.6199 gals.).
 AB9038
 AB9038.The modeled gravity was interpolated from observed gravity values.
 AB9038
 AB9038;                    North         East    Units  Estimated Accuracy
 AB9038;SPC SD S     -   229,510.      601,970.      MT  (+/- 180 meters Scaled)
 AB9038
 AB9038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ957170(NAD 83)
 AB9038
 AB9038                          SUPERSEDED SURVEY CONTROL
 AB9038
 AB9038.No superseded survey control is available for this station.
 AB9038
 AB9038_MARKER: I = METAL ROD
 AB9038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9038_STAMPING: V 464 1994
 AB9038_MARK LOGO: NGS
 AB9038_PROJECTION: FLUSH
 AB9038_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9038+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9038_ROD/PIPE-DEPTH: 7.6 meters
 AB9038_SLEEVE-DEPTH  : 0.9 meters
 AB9038
 AB9038  HISTORY     - Date     Condition        Report By
 AB9038  HISTORY     - 1994     MONUMENTED       NGS
 AB9038  HISTORY     - 20120308 GOOD             INDIV
 AB9038
 AB9038                          STATION DESCRIPTION
 AB9038
 AB9038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9038'5.6 KM (3.45 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9038'IN PIERRE, 565.0 M (1853.7 FT) WEST OF MILEPOST 233, 92.2 M (302.5 FT)
 AB9038'EAST OF THE CENTER OF A GRAVELED ROAD, 32.8 M (107.6 FT) NORTHWEST OF
 AB9038'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.4 M (4.6 FT)
 AB9038'BELOW THE LEVEL OF THE HIGHWAY, 1.1 M (3.6 FT) EAST OF A T-FENCE
 AB9038'CORNER, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 AB9038'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB9038'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9038
 AB9038                          STATION RECOVERY (2012)
 AB9038
 AB9038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9052 ***********************************************************************
 AB9052  DESIGNATION -  V 465
 AB9052  PID         -  AB9052
 AB9052  STATE/COUNTY-  SD/STANLEY
 AB9052  COUNTRY     -  US
 AB9052  USGS QUAD   -  LACY (2017)
 AB9052
 AB9052                         *CURRENT SURVEY CONTROL
 AB9052  ______________________________________________________________________
 AB9052* NAD 83(1986) POSITION- 44 23 12.     (N) 100 42 48.     (W)   SCALED
 AB9052* NAVD 88 ORTHO HEIGHT -   594.040 (meters)     1948.95  (feet) ADJUSTED
 AB9052  ______________________________________________________________________
 AB9052  GEOID HEIGHT    -        -22.929 (meters)                     GEOID18
 AB9052  DYNAMIC HEIGHT  -        593.906 (meters)     1948.51  (feet) COMP
 AB9052  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 AB9052
 AB9052  VERT ORDER      -  FIRST     CLASS II
 AB9052
 AB9052.The horizontal coordinates were scaled from a map and have
 AB9052.an estimated accuracy of +/- 6 seconds.
 AB9052
 AB9052.The orthometric height was determined by differential leveling and
 AB9052.adjusted by the NATIONAL GEODETIC SURVEY
 AB9052.in October 1997.
 AB9052
 AB9052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9052.GEOID18 height accuracy estimate available here.
 AB9052
 AB9052.Click photographs - Photos may exist for this station.
 AB9052
 AB9052.The dynamic height is computed by dividing the NAVD 88
 AB9052.geopotential number by the normal gravity value computed on the
 AB9052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9052.degrees latitude (g = 980.6199 gals.).
 AB9052
 AB9052.The modeled gravity was interpolated from observed gravity values.
 AB9052
 AB9052;                    North         East    Units  Estimated Accuracy
 AB9052;SPC SD S     -   228,190.      569,720.      MT  (+/- 180 meters Scaled)
 AB9052
 AB9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ635162(NAD 83)
 AB9052
 AB9052                          SUPERSEDED SURVEY CONTROL
 AB9052
 AB9052.No superseded survey control is available for this station.
 AB9052
 AB9052_MARKER: I = METAL ROD
 AB9052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9052_STAMPING: V 465 1995
 AB9052_MARK LOGO: NGS
 AB9052_PROJECTION: FLUSH
 AB9052_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9052+STABILITY: POSITION/ELEVATION WELL
 AB9052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9052+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 AB9052_ROD/PIPE-DEPTH: 7.3 meters
 AB9052_SLEEVE-DEPTH  : 6.1 meters
 AB9052
 AB9052  HISTORY     - Date     Condition        Report By
 AB9052  HISTORY     - 1995     MONUMENTED       NGS
 AB9052  HISTORY     - 20120530 GOOD             INDIV
 AB9052
 AB9052                          STATION DESCRIPTION
 AB9052
 AB9052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9052'29.9 KM (18.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9052'IN PIERRE, 764.0 M (2506.6 FT) WEST OF MILEPOST 211, 59.3 M (194.6 FT)
 AB9052'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 21.7 M (71.2 FT)
 AB9052'NORTH OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) SOUTH OF A WITNESS
 AB9052'POST AND FENCE, AND 1.9 M (6.2 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9052'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9052
 AB9052                          STATION RECOVERY (2012)
 AB9052
 AB9052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8873 ***********************************************************************
 AD8873  DESIGNATION -  V 466
 AD8873  PID         -  AD8873
 AD8873  STATE/COUNTY-  SD/DEUEL
 AD8873  COUNTRY     -  US
 AD8873  USGS QUAD   -  GARY NW (2019)
 AD8873
 AD8873                         *CURRENT SURVEY CONTROL
 AD8873  ______________________________________________________________________
 AD8873* NAD 83(1986) POSITION- 44 56 01.25   (N) 096 27 58.81   (W)   HD_HELD1
 AD8873* NAVD 88 ORTHO HEIGHT -   363.430 (meters)     1192.35  (feet) ADJUSTED
 AD8873  ______________________________________________________________________
 AD8873  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 AD8873  DYNAMIC HEIGHT  -        363.393 (meters)     1192.23  (feet) COMP
 AD8873  MODELED GRAVITY -    980,503.3   (mgal)                       NAVD 88
 AD8873
 AD8873  VERT ORDER      -  FIRST     CLASS II
 AD8873
 AD8873.The horizontal coordinates were determined by differentially corrected
 AD8873.hand held GPS observations or other comparable positioning techniques
 AD8873.and have an estimated accuracy of +/- 3 meters.
 AD8873
 AD8873.The orthometric height was determined by differential leveling and
 AD8873.adjusted by the NATIONAL GEODETIC SURVEY
 AD8873.in July 1998.
 AD8873
 AD8873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8873.GEOID18 height accuracy estimate available here.
 AD8873
 AD8873.Click photographs - Photos may exist for this station.
 AD8873
 AD8873.The dynamic height is computed by dividing the NAVD 88
 AD8873.geopotential number by the normal gravity value computed on the
 AD8873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8873.degrees latitude (g = 980.6199 gals.).
 AD8873
 AD8873.The modeled gravity was interpolated from observed gravity values.
 AD8873
 AD8873;                    North         East    Units  Estimated Accuracy
 AD8873;SPC SD N     -   128,359.3     878,834.5     MT  (+/- 3 meters HH1 GPS) 
 AD8873
 AD8873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9992178706(NAD 83)
 AD8873
 AD8873                          SUPERSEDED SURVEY CONTROL
 AD8873
 AD8873.No superseded survey control is available for this station.
 AD8873
 AD8873_MARKER: F = FLANGE-ENCASED ROD
 AD8873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8873_STAMPING: V 466 1995
 AD8873_MARK LOGO: NGS
 AD8873_PROJECTION: FLUSH
 AD8873_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AD8873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8873+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2019
 AD8873_ROD/PIPE-DEPTH: 7.9 meters
 AD8873_SLEEVE-DEPTH  : 0.9 meters
 AD8873
 AD8873  HISTORY     - Date     Condition        Report By
 AD8873  HISTORY     - 19950401 MONUMENTED       NGS
 AD8873  HISTORY     - 19980827 GOOD             NGS
 AD8873  HISTORY     - 20071114 GOOD             MNDT
 AD8873  HISTORY     - 20190911 GOOD             MNDT
 AD8873
 AD8873                          STATION DESCRIPTION
 AD8873
 AD8873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8873'50.6 KM (31.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8873'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 487.0 M (1597.8 FT) EAST OF
 AD8873'MILEPOST 411, 32.1 M (105.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 26.8
 AD8873'M (87.9 FT) WEST OF THE CENTER OF A HIGH LINE CROSSING, 0.6 M (2.0 FT)
 AD8873'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AD8873'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8873'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD8873'CLASS A MARK.
 AD8873
 AD8873                          STATION RECOVERY (1998)
 AD8873
 AD8873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AD8873'50.6 KM (31.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8873'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 487.0 M (1597.8 FT) EAST OF
 AD8873'MILEPOST 411, 32.1 M (105.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 26.8
 AD8873'M (87.9 FT) WEST OF THE CENTER OF A HIGH LINE CROSSING, 0.6 M (2.0 FT)
 AD8873'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AD8873'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8873'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD8873'CLASS A MARK.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AD8873
 AD8873                          STATION RECOVERY (2007)
 AD8873
 AD8873'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 AD8873'RECOVERED AS DESCRIBED.
 AD8873
 AD8873                          STATION RECOVERY (2019)
 AD8873
 AD8873'RECOVERY NOTE BY MN DEPT OF TRANSP 2019 (MPP)
 AD8873'THE STATION IS LOCATED ABOUT 31.45 MI (50.60 KM) EAST ALONG TRUNK
 AD8873'HIGHWAY 212 FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 IN WATERTOWN.
 AD8873'
 AD8873'TO REACH THE MARK AT TRUNK HIGHWAY 212 MILE POINT 411.3, 105.3 NORTH
 AD8873'OF TRUNK HIGHWAY 212.
 AD8873'
 AD8873'THE MARK IS 87.9 FT (26.8 M) WEST THE CENTER OF A HIGH LINE CROSSING,
 AD8873'2.0 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY, 1.3 FT (0.4 M) SOUTH OF
 AD8873'A WITNESS POST AND A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5820 ***********************************************************************
 AE5820  DESIGNATION -  V 467
 AE5820  PID         -  AE5820
 AE5820  STATE/COUNTY-  SD/SPINK
 AE5820  COUNTRY     -  US
 AE5820  USGS QUAD   -  DOLAND NW (2017)
 AE5820
 AE5820                         *CURRENT SURVEY CONTROL
 AE5820  ______________________________________________________________________
 AE5820* NAD 83(1986) POSITION- 44 53 40.     (N) 098 14 08.     (W)   SCALED
 AE5820* NAVD 88 ORTHO HEIGHT -   394.436 (meters)     1294.08  (feet) ADJUSTED
 AE5820  ______________________________________________________________________
 AE5820  GEOID HEIGHT    -        -24.382 (meters)                     GEOID18
 AE5820  DYNAMIC HEIGHT  -        394.395 (meters)     1293.94  (feet) COMP
 AE5820  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 AE5820
 AE5820  VERT ORDER      -  FIRST     CLASS II
 AE5820
 AE5820.The horizontal coordinates were scaled from a map and have
 AE5820.an estimated accuracy of +/- 6 seconds.
 AE5820
 AE5820.The orthometric height was determined by differential leveling and
 AE5820.adjusted by the NATIONAL GEODETIC SURVEY
 AE5820.in July 1998.
 AE5820
 AE5820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5820.GEOID18 height accuracy estimate available here.
 AE5820
 AE5820.Click photographs - Photos may exist for this station.
 AE5820
 AE5820.The dynamic height is computed by dividing the NAVD 88
 AE5820.geopotential number by the normal gravity value computed on the
 AE5820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5820.degrees latitude (g = 980.6199 gals.).
 AE5820
 AE5820.The modeled gravity was interpolated from observed gravity values.
 AE5820
 AE5820;                    North         East    Units  Estimated Accuracy
 AE5820;SPC SD N     -   119,430.      739,360.      MT  (+/- 180 meters Scaled)
 AE5820
 AE5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ603715(NAD 83)
 AE5820
 AE5820                          SUPERSEDED SURVEY CONTROL
 AE5820
 AE5820.No superseded survey control is available for this station.
 AE5820
 AE5820_MARKER: I = METAL ROD
 AE5820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5820_STAMPING: V 467 1995
 AE5820_MARK LOGO: NGS
 AE5820_PROJECTION: FLUSH
 AE5820_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5820+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5820_ROD/PIPE-DEPTH: 6.6 meters
 AE5820_SLEEVE-DEPTH  : 0.9 meters
 AE5820
 AE5820  HISTORY     - Date     Condition        Report By
 AE5820  HISTORY     - 1995     MONUMENTED       NGS
 AE5820
 AE5820                          STATION DESCRIPTION
 AE5820
 AE5820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5820'10.5 KM (6.50 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5820'HUMPHREY DRIVE IN DOLAND, 48.0 M (157.5 FT) EAST OF MILEPOST 321, 33.3
 AE5820'M (109.3 FT) WEST OF A UTILITY POLE, 15.0 M (49.2 FT) NORTH OF THE
 AE5820'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0
 AE5820'M (3.3 FT) SOUTHEAST OF A FENCE CORNER, AND 0.5 M (1.6 FT) SOUTH OF A
 AE5820'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE5820'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5820'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4096 ***********************************************************************
 AE4096  DESIGNATION -  V 468
 AE4096  PID         -  AE4096
 AE4096  STATE/COUNTY-  SD/POTTER
 AE4096  COUNTRY     -  US
 AE4096  USGS QUAD   -  LAKE HURLEY (2017)
 AE4096
 AE4096                         *CURRENT SURVEY CONTROL
 AE4096  ______________________________________________________________________
 AE4096* NAD 83(1986) POSITION- 45 00 49.     (N) 100 10 31.     (W)   SCALED
 AE4096* NAVD 88 ORTHO HEIGHT -   581.536 (meters)     1907.92  (feet) ADJUSTED
 AE4096  ______________________________________________________________________
 AE4096  GEOID HEIGHT    -        -22.499 (meters)                     GEOID18
 AE4096  DYNAMIC HEIGHT  -        581.449 (meters)     1907.64  (feet) COMP
 AE4096  MODELED GRAVITY -    980,448.0   (mgal)                       NAVD 88
 AE4096
 AE4096  VERT ORDER      -  FIRST     CLASS II
 AE4096
 AE4096.The horizontal coordinates were scaled from a map and have
 AE4096.an estimated accuracy of +/- 6 seconds.
 AE4096
 AE4096.The orthometric height was determined by differential leveling and
 AE4096.adjusted by the NATIONAL GEODETIC SURVEY
 AE4096.in July 1998.
 AE4096
 AE4096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4096.GEOID18 height accuracy estimate available here.
 AE4096
 AE4096.Click photographs - Photos may exist for this station.
 AE4096
 AE4096.The dynamic height is computed by dividing the NAVD 88
 AE4096.geopotential number by the normal gravity value computed on the
 AE4096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4096.degrees latitude (g = 980.6199 gals.).
 AE4096
 AE4096.The modeled gravity was interpolated from observed gravity values.
 AE4096
 AE4096;                    North         East    Units  Estimated Accuracy
 AE4096;SPC SD N     -   131,170.      586,180.      MT  (+/- 180 meters Scaled)
 AE4096
 AE4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ073851(NAD 83)
 AE4096
 AE4096                          SUPERSEDED SURVEY CONTROL
 AE4096
 AE4096.No superseded survey control is available for this station.
 AE4096
 AE4096_MARKER: I = METAL ROD
 AE4096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4096_STAMPING: V 468 1996
 AE4096_MARK LOGO: NGS
 AE4096_PROJECTION: FLUSH
 AE4096_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4096+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4096_ROD/PIPE-DEPTH: 6.1 meters
 AE4096_SLEEVE-DEPTH  : 0.9 meters
 AE4096
 AE4096  HISTORY     - Date     Condition        Report By
 AE4096  HISTORY     - 1996     MONUMENTED       NGS
 AE4096  HISTORY     - 20120620 MARK NOT FOUND   INDIV
 AE4096
 AE4096                          STATION DESCRIPTION
 AE4096
 AE4096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4096'17.5 KM (10.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4096'OF EXENE STREET IN GETTYSBURG, 491.0 M (1610.9 FT) WEST OF MILEPOST
 AE4096'215, 14.5 M (47.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 AE4096'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AE4096'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4096'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4096
 AE4096                          STATION RECOVERY (2012)
 AE4096
 AE4096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4139 ***********************************************************************
 AE4139  DESIGNATION -  V 469
 AE4139  PID         -  AE4139
 AE4139  STATE/COUNTY-  SD/FAULK
 AE4139  COUNTRY     -  US
 AE4139  USGS QUAD   -  FAULKTON WEST (2017)
 AE4139
 AE4139                         *CURRENT SURVEY CONTROL
 AE4139  ______________________________________________________________________
 AE4139* NAD 83(1986) POSITION- 45 02 27.     (N) 099 09 20.     (W)   SCALED
 AE4139* NAVD 88 ORTHO HEIGHT -   488.613 (meters)     1603.06  (feet) ADJUSTED
 AE4139  ______________________________________________________________________
 AE4139  GEOID HEIGHT    -        -23.579 (meters)                     GEOID18
 AE4139  DYNAMIC HEIGHT  -        488.548 (meters)     1602.84  (feet) COMP
 AE4139  MODELED GRAVITY -    980,467.3   (mgal)                       NAVD 88
 AE4139
 AE4139  VERT ORDER      -  FIRST     CLASS II
 AE4139
 AE4139.The horizontal coordinates were scaled from a map and have
 AE4139.an estimated accuracy of +/- 6 seconds.
 AE4139
 AE4139.The orthometric height was determined by differential leveling and
 AE4139.adjusted by the NATIONAL GEODETIC SURVEY
 AE4139.in July 1998.
 AE4139
 AE4139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4139.GEOID18 height accuracy estimate available here.
 AE4139
 AE4139.Click photographs - Photos may exist for this station.
 AE4139
 AE4139.The dynamic height is computed by dividing the NAVD 88
 AE4139.geopotential number by the normal gravity value computed on the
 AE4139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4139.degrees latitude (g = 980.6199 gals.).
 AE4139
 AE4139.The modeled gravity was interpolated from observed gravity values.
 AE4139
 AE4139;                    North         East    Units  Estimated Accuracy
 AE4139;SPC SD N     -   134,530.      666,530.      MT  (+/- 180 meters Scaled)
 AE4139
 AE4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ877874(NAD 83)
 AE4139
 AE4139                          SUPERSEDED SURVEY CONTROL
 AE4139
 AE4139.No superseded survey control is available for this station.
 AE4139
 AE4139_MARKER: I = METAL ROD
 AE4139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4139_STAMPING: V 469 1996
 AE4139_MARK LOGO: NGS
 AE4139_PROJECTION: FLUSH
 AE4139_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4139+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4139_ROD/PIPE-DEPTH: 6.0 meters
 AE4139_SLEEVE-DEPTH  : 0.9 meters
 AE4139
 AE4139  HISTORY     - Date     Condition        Report By
 AE4139  HISTORY     - 1996     MONUMENTED       NGS
 AE4139
 AE4139                          STATION DESCRIPTION
 AE4139
 AE4139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4139'2.6 KM (1.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4139'IN FAULKTON, 729.0 M (2391.7 FT) WEST OF MILEPOST 266, 28.8 M (94.5
 AE4139'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 17.0 M (55.8 FT) NORTH OF A
 AE4139'FENCE CORNER, 4.2 M (13.8 FT) SOUTH OF AN UNDERGROUND CABLE JUNCTION
 AE4139'BOX, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 AE4139'WEST OF A WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AE4139'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE4139'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0329 ***********************************************************************
 PS0329  DESIGNATION -  V 47
 PS0329  PID         -  PS0329
 PS0329  STATE/COUNTY-  SD/HYDE
 PS0329  COUNTRY     -  US
 PS0329  USGS QUAD   -  HIGHMORE (2017)
 PS0329
 PS0329                         *CURRENT SURVEY CONTROL
 PS0329  ______________________________________________________________________
 PS0329* NAD 83(1986) POSITION- 44 34 35.     (N) 099 27 13.     (W)   SCALED
 PS0329* NAVD 88 ORTHO HEIGHT -   541.762 (meters)     1777.43  (feet) ADJUSTED
 PS0329  ______________________________________________________________________
 PS0329  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 PS0329  DYNAMIC HEIGHT  -        541.662 (meters)     1777.10  (feet) COMP
 PS0329  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 PS0329
 PS0329  VERT ORDER      -  SECOND    CLASS 0
 PS0329
 PS0329.The horizontal coordinates were scaled from a map and have
 PS0329.an estimated accuracy of +/- 6 seconds.
 PS0329
 PS0329.The orthometric height was determined by differential leveling and
 PS0329.adjusted by the NATIONAL GEODETIC SURVEY
 PS0329.in June 1991.
 PS0329
 PS0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0329.GEOID18 height accuracy estimate available here.
 PS0329
 PS0329.Click photographs - Photos may exist for this station.
 PS0329
 PS0329.The dynamic height is computed by dividing the NAVD 88
 PS0329.geopotential number by the normal gravity value computed on the
 PS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0329.degrees latitude (g = 980.6199 gals.).
 PS0329
 PS0329.The modeled gravity was interpolated from observed gravity values.
 PS0329
 PS0329;                    North         East    Units  Estimated Accuracy
 PS0329;SPC SD N     -    82,720.      643,400.      MT  (+/- 180 meters Scaled)
 PS0329
 PS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ639359(NAD 83)
 PS0329
 PS0329                          SUPERSEDED SURVEY CONTROL
 PS0329
 PS0329  NGVD 29 (??/??/92)  541.41   (m)         1776.3    (f) COMPUTED    2 0
 PS0329
 PS0329.Superseded values are not recommended for survey control.
 PS0329
 PS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0329.See file dsdata.pdf to determine how the superseded data were derived.
 PS0329
 PS0329_MARKER: DB = BENCH MARK DISK
 PS0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0329_STAMPING: V 47 1934
 PS0329_MARK LOGO: CGS
 PS0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0329+STABILITY: SURFACE MOTION
 PS0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0329+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0329
 PS0329  HISTORY     - Date     Condition        Report By
 PS0329  HISTORY     - 1934     MONUMENTED       CGS
 PS0329  HISTORY     - 1940     GOOD             CGS
 PS0329  HISTORY     - 1984     GOOD             NGS
 PS0329  HISTORY     - 19941102 GOOD             NGS
 PS0329
 PS0329                          STATION DESCRIPTION
 PS0329
 PS0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0329'4.4 MI N FROM HIGHMORE.
 PS0329'4.4 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0329'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0329'INTERSECTION OF A SECTION-LINE ROAD, 83.3 FEET EAST OF THE
 PS0329'CENTERLINE OF THE SENECA ROAD, 35 FEET SOUTH OF THE CENTERLINE
 PS0329'OF THE SECTION-LINE ROAD, AND 0.7 FOOT EAST OF A WHITE WOODEN
 PS0329'WITNESS POST.  A STANDARD DISK, STAMPED V 47 1934 AND SET IN THE
 PS0329'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 PS0329
 PS0329                          STATION RECOVERY (1984)
 PS0329
 PS0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0329'ABOUT 6.4 KM (4.0 MI) NORTH ALONG HIGHWAY 47 FROM THE INTERSECTION OF
 PS0329'HIGHWAYS 47 AND 14 ON THE NORTH SIDE OF HIGHMORE, 24.7 M (81 FT) EAST
 PS0329'OF CENTER OF HIGHWAY, 11.4 M (37.5 FT) SOUTHEAST OF THE SOUTH END OF
 PS0329'AN APPROACH CULVERT, 5.8 M (19 FT) WEST OF THE EAST RIGHT-OF-WAY
 PS0329'FENCE.
 PS0329
 PS0329                          STATION RECOVERY (1994)
 PS0329
 PS0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0329'5.7 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 PS0329'U.S. HIGHWAY 14 IN HIGHMORE, 24.9 M (81.7 FT) EAST OF THE HIGHWAY
 PS0329'CENTERLINE, 14.9 M (48.9 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 PS0329'11.4 M (37.4 FT) SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE
 PS0329'FIELD ENTRANCE, 5.5 M (18.0 FT) WEST OF A FENCE, 1.3 M (4.3 FT) BELOW
 PS0329'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND
 PS0329'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5863 ***********************************************************************
 AE5863  DESIGNATION -  V 470
 AE5863  PID         -  AE5863
 AE5863  STATE/COUNTY-  SD/HAND
 AE5863  COUNTRY     -  US
 AE5863  USGS QUAD   -  ROCKHAM SW (2017)
 AE5863
 AE5863                         *CURRENT SURVEY CONTROL
 AE5863  ______________________________________________________________________
 AE5863* NAD 83(1986) POSITION- 44 48 31.     (N) 098 59 17.     (W)   SCALED
 AE5863* NAVD 88 ORTHO HEIGHT -   455.598 (meters)     1494.74  (feet) ADJUSTED
 AE5863  ______________________________________________________________________
 AE5863  GEOID HEIGHT    -        -24.147 (meters)                     GEOID18
 AE5863  DYNAMIC HEIGHT  -        455.531 (meters)     1494.52  (feet) COMP
 AE5863  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 AE5863
 AE5863  VERT ORDER      -  FIRST     CLASS II
 AE5863
 AE5863.The horizontal coordinates were scaled from a map and have
 AE5863.an estimated accuracy of +/- 6 seconds.
 AE5863
 AE5863.The orthometric height was determined by differential leveling and
 AE5863.adjusted by the NATIONAL GEODETIC SURVEY
 AE5863.in July 1998.
 AE5863
 AE5863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5863.GEOID18 height accuracy estimate available here.
 AE5863
 AE5863.Click photographs - Photos may exist for this station.
 AE5863
 AE5863.The dynamic height is computed by dividing the NAVD 88
 AE5863.geopotential number by the normal gravity value computed on the
 AE5863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5863.degrees latitude (g = 980.6199 gals.).
 AE5863
 AE5863.The modeled gravity was interpolated from observed gravity values.
 AE5863
 AE5863;                    North         East    Units  Estimated Accuracy
 AE5863;SPC SD N     -   108,880.      680,050.      MT  (+/- 180 meters Scaled)
 AE5863
 AE5863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009616(NAD 83)
 AE5863
 AE5863                          SUPERSEDED SURVEY CONTROL
 AE5863
 AE5863.No superseded survey control is available for this station.
 AE5863
 AE5863_MARKER: I = METAL ROD
 AE5863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5863_STAMPING: V 470 1996
 AE5863_MARK LOGO: NGS
 AE5863_PROJECTION: FLUSH
 AE5863_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5863+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5863_ROD/PIPE-DEPTH: 10.2 meters
 AE5863_SLEEVE-DEPTH  : 0.9 meters
 AE5863
 AE5863  HISTORY     - Date     Condition        Report By
 AE5863  HISTORY     - 1996     MONUMENTED       NGS
 AE5863
 AE5863                          STATION DESCRIPTION
 AE5863
 AE5863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5863'32.3 KM (20.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5863'OFFICE IN MILLER, 686.0 M (2250.7 FT) SOUTH OF MILEPOST 132, 16.0 M
 AE5863'(52.5 FT) EAST OF THE HIGHWAY CENTERLINE, 10.2 M (33.5 FT) SOUTH OF
 AE5863'THE CENTER OF A TRACK ROAD, 7.5 M (24.6 FT) WEST OF THE CENTER OF A
 AE5863'FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE5863'HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.
 AE5863'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5863'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4111 ***********************************************************************
 AE4111  DESIGNATION -  V 471
 AE4111  PID         -  AE4111
 AE4111  STATE/COUNTY-  SD/POTTER
 AE4111  COUNTRY     -  US
 AE4111  USGS QUAD   -  LEBANON (2017)
 AE4111
 AE4111                         *CURRENT SURVEY CONTROL
 AE4111  ______________________________________________________________________
 AE4111* NAD 83(1986) POSITION- 45 03 25.     (N) 099 46 33.     (W)   SCALED
 AE4111* NAVD 88 ORTHO HEIGHT -   595.133 (meters)     1952.53  (feet) ADJUSTED
 AE4111  ______________________________________________________________________
 AE4111  GEOID HEIGHT    -        -22.538 (meters)                     GEOID18
 AE4111  DYNAMIC HEIGHT  -        595.049 (meters)     1952.26  (feet) COMP
 AE4111  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 AE4111
 AE4111  VERT ORDER      -  FIRST     CLASS II
 AE4111
 AE4111.The horizontal coordinates were scaled from a map and have
 AE4111.an estimated accuracy of +/- 6 seconds.
 AE4111
 AE4111.The orthometric height was determined by differential leveling and
 AE4111.adjusted by the NATIONAL GEODETIC SURVEY
 AE4111.in July 1998.
 AE4111
 AE4111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4111.GEOID18 height accuracy estimate available here.
 AE4111
 AE4111.Click photographs - Photos may exist for this station.
 AE4111
 AE4111.The dynamic height is computed by dividing the NAVD 88
 AE4111.geopotential number by the normal gravity value computed on the
 AE4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4111.degrees latitude (g = 980.6199 gals.).
 AE4111
 AE4111.The modeled gravity was interpolated from observed gravity values.
 AE4111
 AE4111;                    North         East    Units  Estimated Accuracy
 AE4111;SPC SD N     -   136,000.      617,660.      MT  (+/- 180 meters Scaled)
 AE4111
 AE4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ389895(NAD 83)
 AE4111
 AE4111                          SUPERSEDED SURVEY CONTROL
 AE4111
 AE4111.No superseded survey control is available for this station.
 AE4111
 AE4111_MARKER: I = METAL ROD
 AE4111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4111_STAMPING: V 471 1996
 AE4111_MARK LOGO: NGS
 AE4111_PROJECTION: FLUSH
 AE4111_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4111+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4111_ROD/PIPE-DEPTH: 7.5 meters
 AE4111_SLEEVE-DEPTH  : 0.9 meters
 AE4111
 AE4111  HISTORY     - Date     Condition        Report By
 AE4111  HISTORY     - 1996     MONUMENTED       NGS
 AE4111  HISTORY     - 20120613 GOOD             INDIV
 AE4111
 AE4111                          STATION DESCRIPTION
 AE4111
 AE4111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4111'15.4 KM (9.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4111'EXENE STREET IN GETTYSBERG, 71.0 M (232.9 FT) WEST OF MILEPOST 235,
 AE4111'43.3 M (142.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 30.1 M (98.8 FT)
 AE4111'EAST OF THE CENTERLINE OF STATE HIGHWAY 47, 12.6 M (41.3 FT) NORTH OF
 AE4111'A UTILITY BRACE POLE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE4111'AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AE4111'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE4111'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4111
 AE4111                          STATION RECOVERY (2012)
 AE4111
 AE4111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0390 ***********************************************************************
 PS0390  DESIGNATION -  V 48 RESET
 PS0390  PID         -  PS0390
 PS0390  STATE/COUNTY-  SD/BUFFALO
 PS0390  COUNTRY     -  US
 PS0390  USGS QUAD   -  BIG BEND DAM (2017)
 PS0390
 PS0390                         *CURRENT SURVEY CONTROL
 PS0390  ______________________________________________________________________
 PS0390* NAD 83(1986) POSITION- 44 05 10.     (N) 099 26 17.     (W)   SCALED
 PS0390* NAVD 88 ORTHO HEIGHT -   446.44  (meters)     1464.7   (feet) RESET
 PS0390  ______________________________________________________________________
 PS0390  GEOID HEIGHT    -        -24.764 (meters)                     GEOID18
 PS0390  VERT ORDER      -  THIRD
 PS0390
 PS0390.The horizontal coordinates were scaled from a map and have
 PS0390.an estimated accuracy of +/- 6 seconds.
 PS0390
 PS0390.The orthometric height was computed from unverified reset data.
 PS0390
 PS0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0390.GEOID18 height accuracy estimate available here.
 PS0390
 PS0390.Click photographs - Photos may exist for this station.
 PS0390
 PS0390;                    North         East    Units  Estimated Accuracy
 PS0390;SPC SD S     -   195,110.      671,700.      MT  (+/- 180 meters Scaled)
 PS0390
 PS0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP649815(NAD 83)
 PS0390
 PS0390                          SUPERSEDED SURVEY CONTROL
 PS0390
 PS0390.No superseded survey control is available for this station.
 PS0390
 PS0390_MARKER: DB = BENCH MARK DISK
 PS0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0390_SP_SET: CULVERT
 PS0390_STAMPING: V 48 RESET 1962
 PS0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0390
 PS0390  HISTORY     - Date     Condition        Report By
 PS0390  HISTORY     - 1962     MONUMENTED       SDHD
 PS0390
 PS0390                          STATION DESCRIPTION
 PS0390
 PS0390'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1962
 PS0390'2.2 MI N FROM FORT THOMPSON.
 PS0390'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM FORT
 PS0390'THOMPSON, BUFFALO COUNTY, AT A CONCRETE BOX CULVERT IN THE
 PS0390'SOUTHEAST CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0530 ***********************************************************************
 PS0530  DESIGNATION -  V 49
 PS0530  PID         -  PS0530
 PS0530  STATE/COUNTY-  SD/HUGHES
 PS0530  COUNTRY     -  US
 PS0530  USGS QUAD   -  HARROLD (2017)
 PS0530
 PS0530                         *CURRENT SURVEY CONTROL
 PS0530  ______________________________________________________________________
 PS0530* NAD 83(1986) POSITION- 44 31 27.     (N) 099 44 28.     (W)   SCALED
 PS0530* NAVD 88 ORTHO HEIGHT -   547.677 (meters)     1796.84  (feet) ADJUSTED
 PS0530  ______________________________________________________________________
 PS0530  GEOID HEIGHT    -        -23.583 (meters)                     GEOID18
 PS0530  DYNAMIC HEIGHT  -        547.569 (meters)     1796.48  (feet) COMP
 PS0530  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 PS0530
 PS0530  VERT ORDER      -  SECOND    CLASS 0
 PS0530
 PS0530.The horizontal coordinates were scaled from a map and have
 PS0530.an estimated accuracy of +/- 6 seconds.
 PS0530
 PS0530.The orthometric height was determined by differential leveling and
 PS0530.adjusted by the NATIONAL GEODETIC SURVEY
 PS0530.in June 1991.
 PS0530
 PS0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0530.GEOID18 height accuracy estimate available here.
 PS0530
 PS0530.Click photographs - Photos may exist for this station.
 PS0530
 PS0530.The dynamic height is computed by dividing the NAVD 88
 PS0530.geopotential number by the normal gravity value computed on the
 PS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0530.degrees latitude (g = 980.6199 gals.).
 PS0530
 PS0530.The modeled gravity was interpolated from observed gravity values.
 PS0530
 PS0530;                    North         East    Units  Estimated Accuracy
 PS0530;SPC SD S     -   243,570.      647,080.      MT  (+/- 180 meters Scaled)
 PS0530
 PS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ411303(NAD 83)
 PS0530
 PS0530                          SUPERSEDED SURVEY CONTROL
 PS0530
 PS0530  NGVD 29 (??/??/92)  547.312  (m)         1795.64   (f) ADJ UNCH    2 0
 PS0530
 PS0530.Superseded values are not recommended for survey control.
 PS0530
 PS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0530.See file dsdata.pdf to determine how the superseded data were derived.
 PS0530
 PS0530_MARKER: DB = BENCH MARK DISK
 PS0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0530_STAMPING: V 49 1934
 PS0530_MARK LOGO: CGS
 PS0530_PROJECTION: PROJECTING 10 CENTIMETERS
 PS0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0530+STABILITY: SURFACE MOTION
 PS0530
 PS0530  HISTORY     - Date     Condition        Report By
 PS0530  HISTORY     - 1934     MONUMENTED       CGS
 PS0530  HISTORY     - 1940     GOOD             CGS
 PS0530  HISTORY     - 19941129 MARK NOT FOUND   NGS
 PS0530
 PS0530                          STATION DESCRIPTION
 PS0530
 PS0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0530'AT HARROLD.
 PS0530'AT HARROLD, HUGHES COUNTY, 8.4 FEET EAST OF THE SECOND POLE WEST
 PS0530'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT 3 POLES
 PS0530'WEST OF MILEPOST 440, 64.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 PS0530'MAIN TRACK, AND ABOUT 0.7 FOOT SOUTH OF A WHITE REFERENCE POST.
 PS0530'A STANDARD DISK, STAMPED V 49 1934 AND SET IN THE TOP OF A
 PS0530'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 PS0530
 PS0530                          STATION RECOVERY (1940)
 PS0530
 PS0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0530'RECOVERED IN GOOD CONDITION.
 PS0530
 PS0530                          STATION RECOVERY (1994)
 PS0530
 PS0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0530'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0346 ***********************************************************************
 OQ0346  DESIGNATION -  V 5 RESET
 OQ0346  PID         -  OQ0346
 OQ0346  STATE/COUNTY-  SD/MCCOOK
 OQ0346  COUNTRY     -  US
 OQ0346  USGS QUAD   -  MONTROSE (2017)
 OQ0346
 OQ0346                         *CURRENT SURVEY CONTROL
 OQ0346  ______________________________________________________________________
 OQ0346* NAD 83(1986) POSITION- 43 43 21.     (N) 097 14 56.     (W)   SCALED
 OQ0346* NAVD 88 ORTHO HEIGHT -   469.44  (meters)     1540.2   (feet) RESET
 OQ0346  ______________________________________________________________________
 OQ0346  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 OQ0346  VERT ORDER      -  THIRD
 OQ0346
 OQ0346.The horizontal coordinates were scaled from a map and have
 OQ0346.an estimated accuracy of +/- 6 seconds.
 OQ0346
 OQ0346.The orthometric height was computed from unverified reset data.
 OQ0346
 OQ0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0346.GEOID18 height accuracy estimate available here.
 OQ0346
 OQ0346.Click photographs - Photos may exist for this station.
 OQ0346
 OQ0346;                    North         East    Units  Estimated Accuracy
 OQ0346;SPC SD S     -   158,940.      848,460.      MT  (+/- 180 meters Scaled)
 OQ0346
 OQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP410425(NAD 83)
 OQ0346
 OQ0346                          SUPERSEDED SURVEY CONTROL
 OQ0346
 OQ0346.No superseded survey control is available for this station.
 OQ0346
 OQ0346_MARKER: DB = BENCH MARK DISK
 OQ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0346_STAMPING: V 5 1925
 OQ0346_MARK LOGO: CGS
 OQ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0346+STABILITY: SURFACE MOTION
 OQ0346
 OQ0346  HISTORY     - Date     Condition        Report By
 OQ0346  HISTORY     - 1971     MONUMENTED       LOCENG
 OQ0346  HISTORY     - 1971     GOOD             NGS
 OQ0346
 OQ0346                          STATION DESCRIPTION
 OQ0346
 OQ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OQ0346'3.5 MI NW FROM MONTROSE.
 OQ0346'ABOUT 3.5 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS,
 OQ0346'AND OMAHA RAILWAY FROM MONTROSE, MC COOK COUNTY, AT A ROAD CROSSING,
 OQ0346'78 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 63 FEET NORTH
 OQ0346'OF THE CENTERLINE OF THE TRACK, 50 FEET WEST.  A STANDARD DISK
 OQ0346'STAMPED V 5 1925.  THE ELEVATION AS REPORTED BY MR. ROBERT B.
 OQ0346'JOHNSON, JOHNSON ENGINEERING COMPANY IS 1539.182.  NOTE-- THE
 OQ0346'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO
 OQ0346'LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0244 ***********************************************************************
 PS0244  DESIGNATION -  V 50
 PS0244  PID         -  PS0244
 PS0244  STATE/COUNTY-  SD/HAND
 PS0244  COUNTRY     -  US
 PS0244  USGS QUAD   -  MILLER (2017)
 PS0244
 PS0244                         *CURRENT SURVEY CONTROL
 PS0244  ______________________________________________________________________
 PS0244* NAD 83(1986) POSITION- 44 30 55.64   (N) 098 59 43.20   (W)   HD_HELD1
 PS0244* NAVD 88 ORTHO HEIGHT -   482.874 (meters)     1584.23  (feet) ADJUSTED
 PS0244  ______________________________________________________________________
 PS0244  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 PS0244  DYNAMIC HEIGHT  -        482.781 (meters)     1583.92  (feet) COMP
 PS0244  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 PS0244
 PS0244  VERT ORDER      -  SECOND    CLASS 0
 PS0244
 PS0244.The horizontal coordinates were determined by differentially corrected
 PS0244.hand held GPS observations or other comparable positioning techniques
 PS0244.and have an estimated accuracy of +/- 3 meters.
 PS0244
 PS0244.The orthometric height was determined by differential leveling and
 PS0244.adjusted by the NATIONAL GEODETIC SURVEY
 PS0244.in June 1991.
 PS0244
 PS0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0244.GEOID18 height accuracy estimate available here.
 PS0244
 PS0244.Click photographs - Photos may exist for this station.
 PS0244
 PS0244.The dynamic height is computed by dividing the NAVD 88
 PS0244.geopotential number by the normal gravity value computed on the
 PS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0244.degrees latitude (g = 980.6199 gals.).
 PS0244
 PS0244.The modeled gravity was interpolated from observed gravity values.
 PS0244
 PS0244;                    North         East    Units  Estimated Accuracy
 PS0244;SPC SD N     -    76,294.7     679,876.1     MT  (+/- 3 meters HH1 GPS) 
 PS0244
 PS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0037029125(NAD 83)
 PS0244
 PS0244                          SUPERSEDED SURVEY CONTROL
 PS0244
 PS0244  NGVD 29 (??/??/92)  482.545  (m)         1583.15   (f) ADJ UNCH    2 0
 PS0244
 PS0244.Superseded values are not recommended for survey control.
 PS0244
 PS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0244.See file dsdata.pdf to determine how the superseded data were derived.
 PS0244
 PS0244_MARKER: DB = BENCH MARK DISK
 PS0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0244_SP_SET: TANK FOUNDATION
 PS0244_STAMPING: V 50 1934
 PS0244_MARK LOGO: CGS
 PS0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0244
 PS0244  HISTORY     - Date     Condition        Report By
 PS0244  HISTORY     - 1934     MONUMENTED       CGS
 PS0244  HISTORY     - 1940     GOOD             CGS
 PS0244  HISTORY     - 19941103 MARK NOT FOUND   NGS
 PS0244
 PS0244                          STATION DESCRIPTION
 PS0244
 PS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0244'AT MILLER.
 PS0244'AT MILLER, HAND COUNTY, IN THE WESTERN PART OF TOWN, ON THE
 PS0244'CHICAGO AND NORTH WESTERN RAILWAY, AT THE WATER TANK, IN THE
 PS0244'TOP OF THE NORTH CORNER OF THE NORTHWEST CONCRETE BLOCK FOUNDATION,
 PS0244'AND 11 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 PS0244'DISK, STAMPED V 50 1934.
 PS0244
 PS0244                          STATION RECOVERY (1940)
 PS0244
 PS0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0244'RECOVERED IN GOOD CONDITION.
 PS0244
 PS0244                          STATION RECOVERY (1994)
 PS0244
 PS0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0244'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0092 ***********************************************************************
 PS0092  DESIGNATION -  V 51
 PS0092  PID         -  PS0092
 PS0092  STATE/COUNTY-  SD/BEADLE
 PS0092  COUNTRY     -  US
 PS0092  USGS QUAD   -  BROADLAND (2017)
 PS0092
 PS0092                         *CURRENT SURVEY CONTROL
 PS0092  ______________________________________________________________________
 PS0092* NAD 83(1986) POSITION- 44 22 50.     (N) 098 17 47.     (W)   SCALED
 PS0092* NAVD 88 ORTHO HEIGHT -   399.370 (meters)     1310.27  (feet) ADJUSTED
 PS0092  ______________________________________________________________________
 PS0092  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 PS0092  DYNAMIC HEIGHT  -        399.303 (meters)     1310.05  (feet) COMP
 PS0092  MODELED GRAVITY -    980,439.1   (mgal)                       NAVD 88
 PS0092
 PS0092  VERT ORDER      -  SECOND    CLASS 0
 PS0092
 PS0092.The horizontal coordinates were scaled from a map and have
 PS0092.an estimated accuracy of +/- 6 seconds.
 PS0092
 PS0092.The orthometric height was determined by differential leveling and
 PS0092.adjusted by the NATIONAL GEODETIC SURVEY
 PS0092.in June 1991.
 PS0092
 PS0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0092.GEOID18 height accuracy estimate available here.
 PS0092
 PS0092.Click photographs - Photos may exist for this station.
 PS0092
 PS0092.The dynamic height is computed by dividing the NAVD 88
 PS0092.geopotential number by the normal gravity value computed on the
 PS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0092.degrees latitude (g = 980.6199 gals.).
 PS0092
 PS0092.The modeled gravity was interpolated from observed gravity values.
 PS0092
 PS0092;                    North         East    Units  Estimated Accuracy
 PS0092;SPC SD N     -    62,240.      735,760.      MT  (+/- 180 meters Scaled)
 PS0092
 PS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ560143(NAD 83)
 PS0092
 PS0092                          SUPERSEDED SURVEY CONTROL
 PS0092
 PS0092  NGVD 29 (??/??/92)  399.088  (m)         1309.34   (f) ADJ UNCH    2 0
 PS0092
 PS0092.Superseded values are not recommended for survey control.
 PS0092
 PS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0092.See file dsdata.pdf to determine how the superseded data were derived.
 PS0092
 PS0092_MARKER: DB = BENCH MARK DISK
 PS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0092_STAMPING: V 51 1934
 PS0092_MARK LOGO: CGS
 PS0092_PROJECTION: FLUSH
 PS0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0092+STABILITY: SURFACE MOTION
 PS0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0092+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0092
 PS0092  HISTORY     - Date     Condition        Report By
 PS0092  HISTORY     - 1934     MONUMENTED       CGS
 PS0092  HISTORY     - 19941102 GOOD             NGS
 PS0092  HISTORY     - 19950101 MARK NOT FOUND   SDDENR
 PS0092
 PS0092                          STATION DESCRIPTION
 PS0092
 PS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0092'4.5 MI W FROM HURON.
 PS0092'ABOUT 4.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0092'FROM THE POST OFFICE AT HURON, BEADLE COUNTY, AT JAMES VALLEY
 PS0092'JUNCTION, AT MILEPOST 367, AT A ROAD CROSSING, ABOUT 180 FEET
 PS0092'WEST OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTH OF THE CENTER
 PS0092'LINE OF THE TRACK, 4 FEET NORTHEAST OF A POLE, AND ABOUT LEVEL
 PS0092'WITH THE TRACK.  A STANDARD DISK, STAMPED V 51 1934 AND SET IN
 PS0092'THE TOP OF A CONCRETE POST.
 PS0092
 PS0092                          STATION RECOVERY (1994)
 PS0092
 PS0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0092'7.1 KM (4.40 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0092'STATE HIGHWAY 37 IN HURON, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG A
 PS0092'GRAVELED ROAD, 56.4 M (185.0 FT) WEST OF THE ROAD CENTER, 14.0 M (45.9
 PS0092'FT) SOUTH OF AND LEVEL WITH THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND
 PS0092'EASTERN RAILROAD, 0.9 M (3.0 FT) EAST OF A WITNESS POST, AND THE
 PS0092'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PS0092
 PS0092                          STATION RECOVERY (1995)
 PS0092
 PS0092'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0092'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0575 ***********************************************************************
 PR0575  DESIGNATION -  V 52
 PR0575  PID         -  PR0575
 PR0575  STATE/COUNTY-  SD/KINGSBURY
 PR0575  COUNTRY     -  US
 PR0575  USGS QUAD   -  DE SMET (2017)
 PR0575
 PR0575                         *CURRENT SURVEY CONTROL
 PR0575  ______________________________________________________________________
 PR0575* NAD 83(1986) POSITION- 44 23 17.     (N) 097 32 54.     (W)   SCALED
 PR0575* NAVD 88 ORTHO HEIGHT -   524.721 (meters)     1721.52  (feet) ADJUSTED
 PR0575  ______________________________________________________________________
 PR0575  GEOID HEIGHT    -        -25.084 (meters)                     GEOID18
 PR0575  DYNAMIC HEIGHT  -        524.621 (meters)     1721.19  (feet) COMP
 PR0575  MODELED GRAVITY -    980,410.7   (mgal)                       NAVD 88
 PR0575
 PR0575  VERT ORDER      -  SECOND    CLASS 0
 PR0575
 PR0575.The horizontal coordinates were scaled from a map and have
 PR0575.an estimated accuracy of +/- 6 seconds.
 PR0575
 PR0575.The orthometric height was determined by differential leveling and
 PR0575.adjusted by the NATIONAL GEODETIC SURVEY
 PR0575.in June 1991.
 PR0575
 PR0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0575.GEOID18 height accuracy estimate available here.
 PR0575
 PR0575.Click photographs - Photos may exist for this station.
 PR0575
 PR0575.The dynamic height is computed by dividing the NAVD 88
 PR0575.geopotential number by the normal gravity value computed on the
 PR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0575.degrees latitude (g = 980.6199 gals.).
 PR0575
 PR0575.The modeled gravity was interpolated from observed gravity values.
 PR0575
 PR0575;                    North         East    Units  Estimated Accuracy
 PR0575;SPC SD N     -    64,600.      795,320.      MT  (+/- 180 meters Scaled)
 PR0575
 PR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ156159(NAD 83)
 PR0575
 PR0575                          SUPERSEDED SURVEY CONTROL
 PR0575
 PR0575  NGVD 29 (??/??/92)  524.420  (m)         1720.53   (f) ADJ UNCH    2 0
 PR0575
 PR0575.Superseded values are not recommended for survey control.
 PR0575
 PR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0575.See file dsdata.pdf to determine how the superseded data were derived.
 PR0575
 PR0575_MARKER: DB = BENCH MARK DISK
 PR0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0575_STAMPING: V 52 1934
 PR0575_MARK LOGO: CGS
 PR0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0575+STABILITY: SURFACE MOTION
 PR0575
 PR0575  HISTORY     - Date     Condition        Report By
 PR0575  HISTORY     - 1934     MONUMENTED       CGS
 PR0575  HISTORY     - 1971     MARK NOT FOUND   USGS
 PR0575
 PR0575                          STATION DESCRIPTION
 PR0575
 PR0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0575'AT DE SMET.
 PR0575'AT DE SMET, KINGSBURY COUNTY, ON THE OPPOSITE SIDE OF A ROAD
 PR0575'CROSSING FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION,
 PR0575'66 FEET WEST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH
 PR0575'OF THE CENTER LINE OF THE TRACK, AND 5 FEET WEST OF A POLE.
 PR0575'A STANDARD DISK, STAMPED V 52 1934 AND SET IN THE TOP OF A
 PR0575'CONCRETE POST.
 PR0575
 PR0575                          STATION RECOVERY (1971)
 PR0575
 PR0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PR0575'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0490 ***********************************************************************
 PR0490  DESIGNATION -  V 53
 PR0490  PID         -  PR0490
 PR0490  STATE/COUNTY-  SD/MINER
 PR0490  COUNTRY     -  US
 PR0490  USGS QUAD   -  OLDHAM SW (2017)
 PR0490
 PR0490                         *CURRENT SURVEY CONTROL
 PR0490  ______________________________________________________________________
 PR0490* NAD 83(1986) POSITION- 44 00 29.     (N) 097 28 33.     (W)   SCALED
 PR0490* NAVD 88 ORTHO HEIGHT -   489.225 (meters)     1605.07  (feet) ADJUSTED
 PR0490  ______________________________________________________________________
 PR0490  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 PR0490  DYNAMIC HEIGHT  -        489.112 (meters)     1604.70  (feet) COMP
 PR0490  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 PR0490
 PR0490  VERT ORDER      -  SECOND    CLASS 0
 PR0490
 PR0490.The horizontal coordinates were scaled from a map and have
 PR0490.an estimated accuracy of +/- 6 seconds.
 PR0490
 PR0490.The orthometric height was determined by differential leveling and
 PR0490.adjusted by the NATIONAL GEODETIC SURVEY
 PR0490.in June 1991.
 PR0490
 PR0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0490.GEOID18 height accuracy estimate available here.
 PR0490
 PR0490.Click photographs - Photos may exist for this station.
 PR0490
 PR0490.The dynamic height is computed by dividing the NAVD 88
 PR0490.geopotential number by the normal gravity value computed on the
 PR0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0490.degrees latitude (g = 980.6199 gals.).
 PR0490
 PR0490.The modeled gravity was interpolated from observed gravity values.
 PR0490
 PR0490;                    North         East    Units  Estimated Accuracy
 PR0490;SPC SD S     -   189,990.      829,100.      MT  (+/- 180 meters Scaled)
 PR0490
 PR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP221738(NAD 83)
 PR0490
 PR0490                          SUPERSEDED SURVEY CONTROL
 PR0490
 PR0490  NGVD 29 (??/??/92)  488.927  (m)         1604.09   (f) ADJ UNCH    2 0
 PR0490
 PR0490.Superseded values are not recommended for survey control.
 PR0490
 PR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0490.See file dsdata.pdf to determine how the superseded data were derived.
 PR0490
 PR0490_MARKER: DB = BENCH MARK DISK
 PR0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0490_STAMPING: V 53 1934
 PR0490_MARK LOGO: CGS
 PR0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0490+STABILITY: SURFACE MOTION
 PR0490
 PR0490  HISTORY     - Date     Condition        Report By
 PR0490  HISTORY     - 1934     MONUMENTED       CGS
 PR0490
 PR0490                          STATION DESCRIPTION
 PR0490
 PR0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0490'3 MI E FROM HOWARD.
 PR0490'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PR0490'RAILROAD FROM THE PUBLIC SCHOOL AT HOWARD, MINER COUNTY, ABOUT
 PR0490'19 POLES WEST OF MILEPOST 352, AT A PRIVATE-ROAD CROSSING,
 PR0490'16 FEET WEST OF THE CENTER LINE OF THE ROAD, 35 FEET NORTH OF
 PR0490'THE CENTER LINE OF THE TRACK, ABOUT 5 FEET WEST OF A POLE, AND
 PR0490'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED V 53 1934
 PR0490'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0120 ***********************************************************************
 PR0120  DESIGNATION -  V 54
 PR0120  PID         -  PR0120
 PR0120  STATE/COUNTY-  SD/BROOKINGS
 PR0120  COUNTRY     -  US
 PR0120  USGS QUAD   -  ELKTON (2017)
 PR0120
 PR0120                         *CURRENT SURVEY CONTROL
 PR0120  ______________________________________________________________________
 PR0120* NAD 83(1986) POSITION- 44 14 25.     (N) 096 29 20.     (W)   SCALED
 PR0120* NAVD 88 ORTHO HEIGHT -   532.044 (meters)     1745.55  (feet) ADJUSTED
 PR0120  ______________________________________________________________________
 PR0120  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 PR0120  DYNAMIC HEIGHT  -        531.935 (meters)     1745.19  (feet) COMP
 PR0120  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 PR0120
 PR0120  VERT ORDER      -  SECOND    CLASS 0
 PR0120
 PR0120.The horizontal coordinates were scaled from a map and have
 PR0120.an estimated accuracy of +/- 6 seconds.
 PR0120
 PR0120.The orthometric height was determined by differential leveling and
 PR0120.adjusted by the NATIONAL GEODETIC SURVEY
 PR0120.in June 1991.
 PR0120
 PR0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0120.GEOID18 height accuracy estimate available here.
 PR0120
 PR0120.Click photographs - Photos may exist for this station.
 PR0120
 PR0120.The dynamic height is computed by dividing the NAVD 88
 PR0120.geopotential number by the normal gravity value computed on the
 PR0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0120.degrees latitude (g = 980.6199 gals.).
 PR0120
 PR0120.The modeled gravity was interpolated from observed gravity values.
 PR0120
 PR0120;                    North         East    Units  Estimated Accuracy
 PR0120;SPC SD N     -    51,300.      880,400.      MT  (+/- 180 meters Scaled)
 PR0120
 PR0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ005016(NAD 83)
 PR0120
 PR0120                          SUPERSEDED SURVEY CONTROL
 PR0120
 PR0120  NGVD 29 (??/??/92)  531.786  (m)         1744.70   (f) ADJ UNCH    2 0
 PR0120
 PR0120.Superseded values are not recommended for survey control.
 PR0120
 PR0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0120.See file dsdata.pdf to determine how the superseded data were derived.
 PR0120
 PR0120_MARKER: DB = BENCH MARK DISK
 PR0120_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0120+WITH SETTING: PAVEMENT
 PR0120_SP_SET: SIGNAL BASE
 PR0120_STAMPING: V 54 1934
 PR0120_MARK LOGO: CGS
 PR0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0120+STABILITY: SURFACE MOTION
 PR0120
 PR0120  HISTORY     - Date     Condition        Report By
 PR0120  HISTORY     - 1934     MONUMENTED       CGS
 PR0120
 PR0120                          STATION DESCRIPTION
 PR0120
 PR0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0120'AT ELKTON.
 PR0120'AT ELKTON 1/4 MILE NORTHWEST OF ROCK ISLAND DEPOT.  SET IN
 PR0120'CONCRETE SIGNAL BLOCK FOUNDATION, 200 FEET NORTHWEST OF R I - C
 PR0120'AND N W CROSSING, AT TRACK LEVEL.  STAMPED V 54 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0302 ***********************************************************************
 PR0302  DESIGNATION -  V 55
 PR0302  PID         -  PR0302
 PR0302  STATE/COUNTY-  SD/DEUEL
 PR0302  COUNTRY     -  US
 PR0302  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0302
 PR0302                         *CURRENT SURVEY CONTROL
 PR0302  ______________________________________________________________________
 PR0302* NAD 83(1986) POSITION- 44 41 19.     (N) 096 37 51.     (W)   SCALED
 PR0302* NAVD 88 ORTHO HEIGHT -   561.634 (meters)     1842.63  (feet) ADJUSTED
 PR0302  ______________________________________________________________________
 PR0302  GEOID HEIGHT    -        -25.270 (meters)                     GEOID18
 PR0302  DYNAMIC HEIGHT  -        561.546 (meters)     1842.34  (feet) COMP
 PR0302  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 PR0302
 PR0302  VERT ORDER      -  SECOND    CLASS 0
 PR0302
 PR0302.The horizontal coordinates were scaled from a map and have
 PR0302.an estimated accuracy of +/- 6 seconds.
 PR0302
 PR0302.The orthometric height was determined by differential leveling and
 PR0302.adjusted by the NATIONAL GEODETIC SURVEY
 PR0302.in June 1991.
 PR0302
 PR0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0302.GEOID18 height accuracy estimate available here.
 PR0302
 PR0302.Click photographs - Photos may exist for this station.
 PR0302
 PR0302.The dynamic height is computed by dividing the NAVD 88
 PR0302.geopotential number by the normal gravity value computed on the
 PR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0302.degrees latitude (g = 980.6199 gals.).
 PR0302
 PR0302.The modeled gravity was interpolated from observed gravity values.
 PR0302
 PR0302;                    North         East    Units  Estimated Accuracy
 PR0302;SPC SD N     -   100,600.      867,000.      MT  (+/- 180 meters Scaled)
 PR0302
 PR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ877510(NAD 83)
 PR0302
 PR0302                          SUPERSEDED SURVEY CONTROL
 PR0302
 PR0302  NGVD 29 (??/??/92)  561.376  (m)         1841.78   (f) ADJ UNCH    2 0
 PR0302
 PR0302.Superseded values are not recommended for survey control.
 PR0302
 PR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0302.See file dsdata.pdf to determine how the superseded data were derived.
 PR0302
 PR0302_MARKER: DB = BENCH MARK DISK
 PR0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0302_STAMPING: V 55 1934
 PR0302_MARK LOGO: CGS
 PR0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0302+STABILITY: SURFACE MOTION
 PR0302
 PR0302  HISTORY     - Date     Condition        Report By
 PR0302  HISTORY     - 1934     MONUMENTED       CGS
 PR0302
 PR0302                          STATION DESCRIPTION
 PR0302
 PR0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0302'1.9 MI N FROM BRANDT.
 PR0302'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0302'RAILWAY FROM THE STATION AT BRANDT, DEUEL COUNTY, ABOUT 13
 PR0302'POLES NORTH OF MILEPOST 369, ABOUT 100 FEET NORTH OF A GRADE
 PR0302'CROSSING, 36 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 PR0302'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 PR0302'V 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0633 ***********************************************************************
 PR0633  DESIGNATION -  V 56
 PR0633  PID         -  PR0633
 PR0633  STATE/COUNTY-  SD/CLARK
 PR0633  COUNTRY     -  US
 PR0633  USGS QUAD   -  VIENNA WEST (2017)
 PR0633
 PR0633                         *CURRENT SURVEY CONTROL
 PR0633  ______________________________________________________________________
 PR0633* NAD 83(1986) POSITION- 44 43 15.     (N) 097 30 08.     (W)   SCALED
 PR0633* NAVD 88 ORTHO HEIGHT -   553.478 (meters)     1815.87  (feet) ADJUSTED
 PR0633  ______________________________________________________________________
 PR0633  GEOID HEIGHT    -        -24.746 (meters)                     GEOID18
 PR0633  DYNAMIC HEIGHT  -        553.390 (meters)     1815.58  (feet) COMP
 PR0633  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 PR0633
 PR0633  VERT ORDER      -  SECOND    CLASS 0
 PR0633
 PR0633.The horizontal coordinates were scaled from a map and have
 PR0633.an estimated accuracy of +/- 6 seconds.
 PR0633
 PR0633.The orthometric height was determined by differential leveling and
 PR0633.adjusted by the NATIONAL GEODETIC SURVEY
 PR0633.in June 1991.
 PR0633
 PR0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0633.GEOID18 height accuracy estimate available here.
 PR0633
 PR0633.Click photographs - Photos may exist for this station.
 PR0633
 PR0633.The dynamic height is computed by dividing the NAVD 88
 PR0633.geopotential number by the normal gravity value computed on the
 PR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0633.degrees latitude (g = 980.6199 gals.).
 PR0633
 PR0633.The modeled gravity was interpolated from observed gravity values.
 PR0633
 PR0633;                    North         East    Units  Estimated Accuracy
 PR0633;SPC SD N     -   101,670.      797,860.      MT  (+/- 180 meters Scaled)
 PR0633
 PR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ186530(NAD 83)
 PR0633
 PR0633                          SUPERSEDED SURVEY CONTROL
 PR0633
 PR0633  NGVD 29 (??/??/92)  553.187  (m)         1814.91   (f) ADJ UNCH    2 0
 PR0633
 PR0633.Superseded values are not recommended for survey control.
 PR0633
 PR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0633.See file dsdata.pdf to determine how the superseded data were derived.
 PR0633
 PR0633_MARKER: DB = BENCH MARK DISK
 PR0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0633_STAMPING: V 56 1934
 PR0633_MARK LOGO: CGS
 PR0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0633+STABILITY: SURFACE MOTION
 PR0633
 PR0633  HISTORY     - Date     Condition        Report By
 PR0633  HISTORY     - 1934     MONUMENTED       CGS
 PR0633
 PR0633                          STATION DESCRIPTION
 PR0633
 PR0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0633'1.3 MI N FROM VIENNA.
 PR0633'1.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0633'PACIFIC RAILROAD FROM THE SCHOOL AT VIENNA, CLARK COUNTY, AT
 PR0633'MILEPOST 57, 12 FEET SOUTHWEST OF THE TRACK, AND ABOUT 6 FEET
 PR0633'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED V 56 1934 AND
 PR0633'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0273 ***********************************************************************
 QQ0273  DESIGNATION -  V 57
 QQ0273  PID         -  QQ0273
 QQ0273  STATE/COUNTY-  SD/DAY
 QQ0273  COUNTRY     -  US
 QQ0273  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0273
 QQ0273                         *CURRENT SURVEY CONTROL
 QQ0273  ______________________________________________________________________
 QQ0273* NAD 83(1986) POSITION- 45 15 41.     (N) 097 42 38.     (W)   SCALED
 QQ0273* NAVD 88 ORTHO HEIGHT -   554.931 (meters)     1820.64  (feet) ADJUSTED
 QQ0273  ______________________________________________________________________
 QQ0273  GEOID HEIGHT    -        -24.781 (meters)                     GEOID18
 QQ0273  DYNAMIC HEIGHT  -        554.865 (meters)     1820.42  (feet) COMP
 QQ0273  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 QQ0273
 QQ0273  VERT ORDER      -  SECOND    CLASS 0
 QQ0273
 QQ0273.The horizontal coordinates were scaled from a map and have
 QQ0273.an estimated accuracy of +/- 6 seconds.
 QQ0273
 QQ0273.The orthometric height was determined by differential leveling and
 QQ0273.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0273.in June 1991.
 QQ0273
 QQ0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0273.GEOID18 height accuracy estimate available here.
 QQ0273
 QQ0273.Click photographs - Photos may exist for this station.
 QQ0273
 QQ0273.The dynamic height is computed by dividing the NAVD 88
 QQ0273.geopotential number by the normal gravity value computed on the
 QQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0273.degrees latitude (g = 980.6199 gals.).
 QQ0273
 QQ0273.The modeled gravity was interpolated from observed gravity values.
 QQ0273
 QQ0273;                    North         East    Units  Estimated Accuracy
 QQ0273;SPC SD N     -   161,230.      779,660.      MT  (+/- 180 meters Scaled)
 QQ0273
 QQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR011127(NAD 83)
 QQ0273
 QQ0273                          SUPERSEDED SURVEY CONTROL
 QQ0273
 QQ0273  NGVD 29 (??/??/92)  554.629  (m)         1819.65   (f) ADJ UNCH    2 0
 QQ0273
 QQ0273.Superseded values are not recommended for survey control.
 QQ0273
 QQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0273.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0273
 QQ0273_MARKER: DB = BENCH MARK DISK
 QQ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0273_STAMPING: V 57 1934
 QQ0273_MARK LOGO: CGS
 QQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0273+STABILITY: SURFACE MOTION
 QQ0273
 QQ0273  HISTORY     - Date     Condition        Report By
 QQ0273  HISTORY     - 1934     MONUMENTED       CGS
 QQ0273  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0273
 QQ0273                          STATION DESCRIPTION
 QQ0273
 QQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0273'AT BUTLER.
 QQ0273'AT BUTLER, DAY COUNTY, ABOUT 200 FEET NORTH OF THE CHICAGO,
 QQ0273'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 35 FEET EAST
 QQ0273'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN
 QQ0273'THE TRACK.  A STANDARD DISK, STAMPED V 57 1934 AND SET IN THE
 QQ0273'TOP OF A CONCRETE POST.
 QQ0273
 QQ0273                          STATION RECOVERY (1973)
 QQ0273
 QQ0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0013 ***********************************************************************
 PS0013  DESIGNATION -  V 58
 PS0013  PID         -  PS0013
 PS0013  STATE/COUNTY-  SD/SPINK
 PS0013  COUNTRY     -  US
 PS0013  USGS QUAD   -  DOLAND (2017)
 PS0013
 PS0013                         *CURRENT SURVEY CONTROL
 PS0013  ______________________________________________________________________
 PS0013* NAD 83(1986) POSITION- 44 53 43.     (N) 098 06 12.     (W)   SCALED
 PS0013* NAVD 88 ORTHO HEIGHT -   412.526 (meters)     1353.43  (feet) ADJUSTED
 PS0013  ______________________________________________________________________
 PS0013  GEOID HEIGHT    -        -24.447 (meters)                     GEOID18
 PS0013  DYNAMIC HEIGHT  -        412.482 (meters)     1353.28  (feet) COMP
 PS0013  MODELED GRAVITY -    980,496.0   (mgal)                       NAVD 88
 PS0013
 PS0013  VERT ORDER      -  FIRST     CLASS II
 PS0013
 PS0013.The horizontal coordinates were scaled from a map and have
 PS0013.an estimated accuracy of +/- 6 seconds.
 PS0013
 PS0013.The orthometric height was determined by differential leveling and
 PS0013.adjusted by the NATIONAL GEODETIC SURVEY
 PS0013.in June 1991.
 PS0013
 PS0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0013.GEOID18 height accuracy estimate available here.
 PS0013
 PS0013.Click photographs - Photos may exist for this station.
 PS0013
 PS0013.The dynamic height is computed by dividing the NAVD 88
 PS0013.geopotential number by the normal gravity value computed on the
 PS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0013.degrees latitude (g = 980.6199 gals.).
 PS0013
 PS0013.The modeled gravity was interpolated from observed gravity values.
 PS0013
 PS0013;                    North         East    Units  Estimated Accuracy
 PS0013;SPC SD N     -   119,760.      749,800.      MT  (+/- 180 meters Scaled)
 PS0013
 PS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ707717(NAD 83)
 PS0013
 PS0013                          SUPERSEDED SURVEY CONTROL
 PS0013
 PS0013  NGVD 29 (??/??/92)  412.247  (m)         1352.51   (f) ADJ UNCH    1 2
 PS0013
 PS0013.Superseded values are not recommended for survey control.
 PS0013
 PS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0013.See file dsdata.pdf to determine how the superseded data were derived.
 PS0013
 PS0013_MARKER: DB = BENCH MARK DISK
 PS0013_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0013_SP_SET: FOOTING
 PS0013_STAMPING: V 58 1934
 PS0013_MARK LOGO: CGS
 PS0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0013+STABILITY: SURFACE MOTION
 PS0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0013+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 PS0013
 PS0013  HISTORY     - Date     Condition        Report By
 PS0013  HISTORY     - 1934     MONUMENTED       CGS
 PS0013  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0013  HISTORY     - 19950919 GOOD             NGS
 PS0013
 PS0013                          STATION DESCRIPTION
 PS0013
 PS0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0013'AT DOLAND.
 PS0013'AT DOLAND, SPINK COUNTY, AT THE CITY WATER TANK, AND IN THE TOP
 PS0013'OF THE SOUTH CORNER OF THE SOUTHEAST CONCRETE PEDESTAL STONE.
 PS0013'A STANDARD DISK, STAMPED V 58 1934.
 PS0013
 PS0013                          STATION RECOVERY (1995)
 PS0013
 PS0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0013'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0013'FIELD.  ASSUMED DESTROYED.
 PS0013
 PS0013                          STATION RECOVERY (1995)
 PS0013
 PS0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0013'IN DOLAND, NEAR THE SOUTH CORNER OF THE CONCRETE FOOTING FOR THE
 PS0013'SOUTHEAST LEG OF A WATER TANK AT 106 NORTH 2ND STREET, 38.1 M (125.0
 PS0013'FT) NORTH OF THE STREET CENTER, 12.3 M (40.4 FT) EAST OF THE CENTER OF
 PS0013'AN ALLEY, 10.2 M (33.5 FT) NORTH OF THE NORTHWEST CORNER OF THE CITY
 PS0013'HALL AND FIRE STATION, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET,
 PS0013'AND THE FOOTING IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0074 ***********************************************************************
 QR0074  DESIGNATION -  V 59
 QR0074  PID         -  QR0074
 QR0074  STATE/COUNTY-  SD/SPINK
 QR0074  COUNTRY     -  US
 QR0074  USGS QUAD   -  GALLUP (2017)
 QR0074
 QR0074                         *CURRENT SURVEY CONTROL
 QR0074  ______________________________________________________________________
 QR0074* NAD 83(1986) POSITION- 45 06 53.55   (N) 098 29 44.15   (W)   HD_HELD1
 QR0074* NAVD 88 ORTHO HEIGHT -   394.245 (meters)     1293.45  (feet) ADJUSTED
 QR0074  ______________________________________________________________________
 QR0074  GEOID HEIGHT    -        -24.369 (meters)                     GEOID18
 QR0074  DYNAMIC HEIGHT  -        394.206 (meters)     1293.32  (feet) COMP
 QR0074  MODELED GRAVITY -    980,507.6   (mgal)                       NAVD 88
 QR0074
 QR0074  VERT ORDER      -  SECOND    CLASS 0
 QR0074
 QR0074.The horizontal coordinates were determined by differentially corrected
 QR0074.hand held GPS observations or other comparable positioning techniques
 QR0074.and have an estimated accuracy of +/- 3 meters.
 QR0074
 QR0074.The orthometric height was determined by differential leveling and
 QR0074.adjusted by the NATIONAL GEODETIC SURVEY
 QR0074.in June 1991.
 QR0074
 QR0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0074.GEOID18 height accuracy estimate available here.
 QR0074
 QR0074.Click photographs - Photos may exist for this station.
 QR0074
 QR0074.The dynamic height is computed by dividing the NAVD 88
 QR0074.geopotential number by the normal gravity value computed on the
 QR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0074.degrees latitude (g = 980.6199 gals.).
 QR0074
 QR0074.The modeled gravity was interpolated from observed gravity values.
 QR0074
 QR0074;                    North         East    Units  Estimated Accuracy
 QR0074;SPC SD N     -   143,508.1     718,366.2     MT  (+/- 3 meters HH1 GPS) 
 QR0074
 QR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3967595835(NAD 83)
 QR0074
 QR0074                          SUPERSEDED SURVEY CONTROL
 QR0074
 QR0074  NGVD 29 (??/??/92)  393.958  (m)         1292.51   (f) ADJ UNCH    2 0
 QR0074
 QR0074.Superseded values are not recommended for survey control.
 QR0074
 QR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0074.See file dsdata.pdf to determine how the superseded data were derived.
 QR0074
 QR0074_MARKER: DB = BENCH MARK DISK
 QR0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0074_STAMPING: V 59 1934
 QR0074_MARK LOGO: CGS
 QR0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0074+STABILITY: SURFACE MOTION
 QR0074
 QR0074  HISTORY     - Date     Condition        Report By
 QR0074  HISTORY     - 1934     MONUMENTED       CGS
 QR0074
 QR0074                          STATION DESCRIPTION
 QR0074
 QR0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0074'2.9 MI S FROM MELLETTE.
 QR0074'2.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0074'PACIFIC RAILWAY FROM MELLETTE, SPINK COUNTY, ABOUT 5 POLES
 QR0074'NORTH OF MILEPOST 104, ABOUT 160 FEET NORTH OF A CROSSING, 40
 QR0074'FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3-1/2 FEET
 QR0074'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 59 1934 AND SET
 QR0074'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0006 ***********************************************************************
 QR0006  DESIGNATION -  V 60
 QR0006  PID         -  QR0006
 QR0006  STATE/COUNTY-  SD/BROWN
 QR0006  COUNTRY     -  US
 QR0006  USGS QUAD   -  ORDWAY (2017)
 QR0006
 QR0006                         *CURRENT SURVEY CONTROL
 QR0006  ______________________________________________________________________
 QR0006* NAD 83(1986) POSITION- 45 35 22.     (N) 098 23 36.     (W)   SCALED
 QR0006* NAVD 88 ORTHO HEIGHT -   397.508 (meters)     1304.16  (feet) ADJUSTED
 QR0006  ______________________________________________________________________
 QR0006  GEOID HEIGHT    -        -24.649 (meters)                     GEOID18
 QR0006  DYNAMIC HEIGHT  -        397.481 (meters)     1304.07  (feet) COMP
 QR0006  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 QR0006
 QR0006  VERT ORDER      -  FIRST     CLASS II
 QR0006
 QR0006.The horizontal coordinates were scaled from a map and have
 QR0006.an estimated accuracy of +/- 6 seconds.
 QR0006
 QR0006.The orthometric height was determined by differential leveling and
 QR0006.adjusted by the NATIONAL GEODETIC SURVEY
 QR0006.in June 1991.
 QR0006
 QR0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0006.GEOID18 height accuracy estimate available here.
 QR0006
 QR0006.Click photographs - Photos may exist for this station.
 QR0006
 QR0006.The dynamic height is computed by dividing the NAVD 88
 QR0006.geopotential number by the normal gravity value computed on the
 QR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0006.degrees latitude (g = 980.6199 gals.).
 QR0006
 QR0006.The modeled gravity was interpolated from observed gravity values.
 QR0006
 QR0006;                    North         East    Units  Estimated Accuracy
 QR0006;SPC SD N     -   196,390.      725,370.      MT  (+/- 180 meters Scaled)
 QR0006
 QR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR473486(NAD 83)
 QR0006
 QR0006                          SUPERSEDED SURVEY CONTROL
 QR0006
 QR0006  NGVD 29 (??/??/92)  397.204  (m)         1303.16   (f) ADJ UNCH    1 2
 QR0006
 QR0006.Superseded values are not recommended for survey control.
 QR0006
 QR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0006.See file dsdata.pdf to determine how the superseded data were derived.
 QR0006
 QR0006_MARKER: DB = BENCH MARK DISK
 QR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0006_STAMPING: V 60 1934
 QR0006_MARK LOGO: CGS
 QR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0006+STABILITY: SURFACE MOTION
 QR0006
 QR0006  HISTORY     - Date     Condition        Report By
 QR0006  HISTORY     - 1934     MONUMENTED       CGS
 QR0006
 QR0006                          STATION DESCRIPTION
 QR0006
 QR0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0006'1.2 MI NE FROM ORDWAY.
 QR0006'1.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0006'FROM THE STATION AT ORDWAY, BROWN COUNTY, ABOUT 5 POLES NORTH OF
 QR0006'MILEPOST 92, AT A ROAD CROSSING, ABOUT 105 FEET NORTH OF THE CENTER
 QR0006'LINE OF THE ROAD, 48 FEET EAST OF THE CENTER LINE OF THE TRACK,
 QR0006'5 FEET NORTH OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 QR0006'DISK, STAMPED V 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0304 ***********************************************************************
 QQ0304  DESIGNATION -  V 61
 QQ0304  PID         -  QQ0304
 QQ0304  STATE/COUNTY-  SD/MARSHALL
 QQ0304  COUNTRY     -  US
 QQ0304  USGS QUAD   -  BRITTON WEST (2017)
 QQ0304
 QQ0304                         *CURRENT SURVEY CONTROL
 QQ0304  ______________________________________________________________________
 QQ0304* NAD 83(1986) POSITION- 45 49 33.     (N) 097 45 21.     (W)   SCALED
 QQ0304* NAVD 88 ORTHO HEIGHT -   401.199 (meters)     1316.27  (feet) ADJUSTED
 QQ0304  ______________________________________________________________________
 QQ0304  GEOID HEIGHT    -        -25.411 (meters)                     GEOID18
 QQ0304  DYNAMIC HEIGHT  -        401.181 (meters)     1316.21  (feet) COMP
 QQ0304  MODELED GRAVITY -    980,558.3   (mgal)                       NAVD 88
 QQ0304
 QQ0304  VERT ORDER      -  SECOND    CLASS 0
 QQ0304
 QQ0304.The horizontal coordinates were scaled from a map and have
 QQ0304.an estimated accuracy of +/- 6 seconds.
 QQ0304
 QQ0304.The orthometric height was determined by differential leveling and
 QQ0304.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0304.in June 1991.
 QQ0304
 QQ0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0304.GEOID18 height accuracy estimate available here.
 QQ0304
 QQ0304.Click photographs - Photos may exist for this station.
 QQ0304
 QQ0304.The dynamic height is computed by dividing the NAVD 88
 QQ0304.geopotential number by the normal gravity value computed on the
 QQ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0304.degrees latitude (g = 980.6199 gals.).
 QQ0304
 QQ0304.The modeled gravity was interpolated from observed gravity values.
 QQ0304
 QQ0304;                    North         East    Units  Estimated Accuracy
 QQ0304;SPC SD N     -   223,840.      774,370.      MT  (+/- 180 meters Scaled)
 QQ0304
 QQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR966754(NAD 83)
 QQ0304
 QQ0304                          SUPERSEDED SURVEY CONTROL
 QQ0304
 QQ0304  NGVD 29 (??/??/92)  400.918  (m)         1315.35   (f) ADJ UNCH    2 0
 QQ0304
 QQ0304.Superseded values are not recommended for survey control.
 QQ0304
 QQ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0304.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0304
 QQ0304_MARKER: DB = BENCH MARK DISK
 QQ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0304_STAMPING: V 61 1934
 QQ0304_MARK LOGO: CGS
 QQ0304_PROJECTION: FLUSH
 QQ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0304+STABILITY: SURFACE MOTION
 QQ0304
 QQ0304  HISTORY     - Date     Condition        Report By
 QQ0304  HISTORY     - 1934     MONUMENTED       CGS
 QQ0304  HISTORY     - 1967     GOOD             CGS
 QQ0304
 QQ0304                          STATION DESCRIPTION
 QQ0304
 QQ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 QQ0304'2.5 MI N FROM BRITTON.
 QQ0304'THE MARK IS 2.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0304'AND PACIFIC RAILROAD FROM THE LIBRARY AT BRITTON, MARSHALL, COUNTY,
 QQ0304'SOUTH DAKOTA, ABOUT 5 POLES SOUTH OF MILEPOST 31, AT A PRIVATE
 QQ0304'ROAD CROSSING, 44 FEET EAST OF THE CENTER LINE OF THE TRACK, 9
 QQ0304'FEET WEST OF A FENCE, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK,
 QQ0304'STAMPED, V 61 1934 AND SET IN TOP OF A CONCRETE POST.  THE MARK IS
 QQ0304'FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0182 ***********************************************************************
 QQ0182  DESIGNATION -  V 62
 QQ0182  PID         -  QQ0182
 QQ0182  STATE/COUNTY-  SD/ROBERTS
 QQ0182  COUNTRY     -  US
 QQ0182  USGS QUAD   -  WHITESTONE LAKE (2017)
 QQ0182
 QQ0182                         *CURRENT SURVEY CONTROL
 QQ0182  ______________________________________________________________________
 QQ0182* NAD 83(1986) POSITION- 45 39 35.     (N) 097 08 29.     (W)   SCALED
 QQ0182* NAVD 88 ORTHO HEIGHT -   520.540 (meters)     1707.81  (feet) ADJUSTED
 QQ0182  ______________________________________________________________________
 QQ0182  GEOID HEIGHT    -        -25.569 (meters)                     GEOID18
 QQ0182  DYNAMIC HEIGHT  -        520.499 (meters)     1707.67  (feet) COMP
 QQ0182  MODELED GRAVITY -    980,520.9   (mgal)                       NAVD 88
 QQ0182
 QQ0182  VERT ORDER      -  SECOND    CLASS 0
 QQ0182
 QQ0182.The horizontal coordinates were scaled from a map and have
 QQ0182.an estimated accuracy of +/- 6 seconds.
 QQ0182
 QQ0182.The orthometric height was determined by differential leveling and
 QQ0182.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0182.in June 1991.
 QQ0182
 QQ0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0182.GEOID18 height accuracy estimate available here.
 QQ0182
 QQ0182.Click photographs - Photos may exist for this station.
 QQ0182
 QQ0182.The dynamic height is computed by dividing the NAVD 88
 QQ0182.geopotential number by the normal gravity value computed on the
 QQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0182.degrees latitude (g = 980.6199 gals.).
 QQ0182
 QQ0182.The modeled gravity was interpolated from observed gravity values.
 QQ0182
 QQ0182;                    North         East    Units  Estimated Accuracy
 QQ0182;SPC SD N     -   206,890.      822,740.      MT  (+/- 180 meters Scaled)
 QQ0182
 QQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR447579(NAD 83)
 QQ0182
 QQ0182                          SUPERSEDED SURVEY CONTROL
 QQ0182
 QQ0182  NGVD 29 (??/??/92)  520.279  (m)         1706.95   (f) ADJ UNCH    2 0
 QQ0182
 QQ0182.Superseded values are not recommended for survey control.
 QQ0182
 QQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0182.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0182
 QQ0182_MARKER: DB = BENCH MARK DISK
 QQ0182_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0182_SP_SET: CULVERT
 QQ0182_STAMPING: V 62 1934
 QQ0182_MARK LOGO: CGS
 QQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0182+STABILITY: SURFACE MOTION
 QQ0182
 QQ0182  HISTORY     - Date     Condition        Report By
 QQ0182  HISTORY     - 1934     MONUMENTED       CGS
 QQ0182  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0182
 QQ0182                          STATION DESCRIPTION
 QQ0182
 QQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0182'4.1 MI W FROM SISSETON.
 QQ0182'4.1 MILES WEST ALONG STATE HIGHWAY 10 FROM SISSETON, ROBERTS
 QQ0182'COUNTY, ABOUT 65 FEET EAST OF A PRIVATE SIDE ROAD, AT A 3-FOOT
 QQ0182'CONCRETE BOX CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 QQ0182'CONCRETE FOOT WALL.  A STANDARD DISK, STAMPED V 62 1934.
 QQ0182
 QQ0182                          STATION RECOVERY (1970)
 QQ0182
 QQ0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0340 ***********************************************************************
 QS0340  DESIGNATION -  V 65 RESET
 QS0340  PID         -  QS0340
 QS0340  STATE/COUNTY-  SD/CORSON
 QS0340  COUNTRY     -  US
 QS0340  USGS QUAD   -  MAHTO (2017)
 QS0340
 QS0340                         *CURRENT SURVEY CONTROL
 QS0340  ______________________________________________________________________
 QS0340* NAD 83(1986) POSITION- 45 46 21.     (N) 100 42 34.     (W)   SCALED
 QS0340* NAVD 88 ORTHO HEIGHT -   565.513 (meters)     1855.35  (feet) ADJUSTED
 QS0340  ______________________________________________________________________
 QS0340  GEOID HEIGHT    -        -21.251 (meters)                     GEOID18
 QS0340  DYNAMIC HEIGHT  -        565.471 (meters)     1855.22  (feet) COMP
 QS0340  MODELED GRAVITY -    980,524.6   (mgal)                       NAVD 88
 QS0340
 QS0340  VERT ORDER      -  SECOND    CLASS 0
 QS0340
 QS0340.The horizontal coordinates were scaled from a map and have
 QS0340.an estimated accuracy of +/- 6 seconds.
 QS0340
 QS0340.The orthometric height was determined by differential leveling and
 QS0340.adjusted by the NATIONAL GEODETIC SURVEY
 QS0340.in June 1991.
 QS0340
 QS0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0340.GEOID18 height accuracy estimate available here.
 QS0340
 QS0340.Click photographs - Photos may exist for this station.
 QS0340
 QS0340.The dynamic height is computed by dividing the NAVD 88
 QS0340.geopotential number by the normal gravity value computed on the
 QS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0340.degrees latitude (g = 980.6199 gals.).
 QS0340
 QS0340.The modeled gravity was interpolated from observed gravity values.
 QS0340
 QS0340;                    North         East    Units  Estimated Accuracy
 QS0340;SPC SD N     -   215,740.      544,820.      MT  (+/- 180 meters Scaled)
 QS0340
 QS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR670701(NAD 83)
 QS0340
 QS0340                          SUPERSEDED SURVEY CONTROL
 QS0340
 QS0340  NGVD 29 (??/??/92)  565.114  (m)         1854.04   (f) ADJ UNCH    2 0
 QS0340
 QS0340.Superseded values are not recommended for survey control.
 QS0340
 QS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0340.See file dsdata.pdf to determine how the superseded data were derived.
 QS0340
 QS0340_MARKER: DB = BENCH MARK DISK
 QS0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0340_STAMPING: V 65 1934 RESET
 QS0340_MARK LOGO: CGS
 QS0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0340+STABILITY: SURFACE MOTION
 QS0340
 QS0340  HISTORY     - Date     Condition        Report By
 QS0340  HISTORY     - 1945     MONUMENTED       CGS
 QS0340
 QS0340                          STATION DESCRIPTION
 QS0340
 QS0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0340'1.7 MI NW FROM MAHTO.
 QS0340'1.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0340'AND PACIFIC RAILROAD FROM THE STATION AT MAHTO, CORSON COUNTY,
 QS0340'26 FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT, AT A
 QS0340'ROAD CROSSING, 26 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 QS0340'17 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST
 QS0340'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 QS0340'THE TRACK.  A STANDARD DISK, STAMPED V 65 1934 RESET AND SET IN
 QS0340'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0053 ***********************************************************************
 QS0053  DESIGNATION -  V 66
 QS0053  PID         -  QS0053
 QS0053  STATE/COUNTY-  SD/CAMPBELL
 QS0053  COUNTRY     -  US
 QS0053  USGS QUAD   -  HERREID (2017)
 QS0053
 QS0053                         *CURRENT SURVEY CONTROL
 QS0053  ______________________________________________________________________
 QS0053* NAD 83(1986) POSITION- 45 50 58.     (N) 100 00 29.     (W)   SCALED
 QS0053* NAVD 88 ORTHO HEIGHT -   523.737 (meters)     1718.29  (feet) ADJUSTED
 QS0053  ______________________________________________________________________
 QS0053  GEOID HEIGHT    -        -22.197 (meters)                     GEOID18
 QS0053  DYNAMIC HEIGHT  -        523.711 (meters)     1718.21  (feet) COMP
 QS0053  MODELED GRAVITY -    980,549.3   (mgal)                       NAVD 88
 QS0053
 QS0053  VERT ORDER      -  SECOND    CLASS 0
 QS0053
 QS0053.The horizontal coordinates were scaled from a map and have
 QS0053.an estimated accuracy of +/- 6 seconds.
 QS0053
 QS0053.The orthometric height was determined by differential leveling and
 QS0053.adjusted by the NATIONAL GEODETIC SURVEY
 QS0053.in June 1991.
 QS0053
 QS0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0053.GEOID18 height accuracy estimate available here.
 QS0053
 QS0053.Click photographs - Photos may exist for this station.
 QS0053
 QS0053.The dynamic height is computed by dividing the NAVD 88
 QS0053.geopotential number by the normal gravity value computed on the
 QS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0053.degrees latitude (g = 980.6199 gals.).
 QS0053
 QS0053.The modeled gravity was interpolated from observed gravity values.
 QS0053
 QS0053;                    North         East    Units  Estimated Accuracy
 QS0053;SPC SD N     -   224,050.      599,370.      MT  (+/- 180 meters Scaled)
 QS0053
 QS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR217778(NAD 83)
 QS0053
 QS0053                          SUPERSEDED SURVEY CONTROL
 QS0053
 QS0053  NGVD 29 (??/??/92)  523.357  (m)         1717.05   (f) ADJ UNCH    2 0
 QS0053
 QS0053.Superseded values are not recommended for survey control.
 QS0053
 QS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0053.See file dsdata.pdf to determine how the superseded data were derived.
 QS0053
 QS0053_MARKER: DB = BENCH MARK DISK
 QS0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0053_STAMPING: V 66 1934
 QS0053_MARK LOGO: CGS
 QS0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0053+STABILITY: SURFACE MOTION
 QS0053
 QS0053  HISTORY     - Date     Condition        Report By
 QS0053  HISTORY     - 1934     MONUMENTED       CGS
 QS0053  HISTORY     - 1940     GOOD             CGS
 QS0053
 QS0053                          STATION DESCRIPTION
 QS0053
 QS0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0053'3.1 MI NE FROM HERREID.
 QS0053'3.1 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QS0053'STE. MARIE RAILWAY FROM THE STATION AT HERREID, CAMPBELL COUNTY,
 QS0053'ABOUT 0.2 MILE SOUTH OF A FARMHOUSE, 51.3 FEET SOUTHWEST OF THE
 QS0053'SECOND POLE NORTHEAST OF MILEPOST 395, 41.9 FEET NORTHWEST OF THE
 QS0053'NORTHWEST RAIL, 0.8 FOOT NORTH OF A WHITE POST, AND ABOUT 2 FEET
 QS0053'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 66 1934 AND SET
 QS0053'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 QS0053'GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QS0053'RAILROAD IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0197 ***********************************************************************
 QS0197  DESIGNATION -  V 67 RESET
 QS0197  PID         -  QS0197
 QS0197  STATE/COUNTY-  SD/WALWORTH
 QS0197  COUNTRY     -  US
 QS0197  USGS QUAD   -  AKASKA NE (2017)
 QS0197
 QS0197                         *CURRENT SURVEY CONTROL
 QS0197  ______________________________________________________________________
 QS0197* NAD 83(1986) POSITION- 45 24 38.     (N) 100 02 17.     (W)   SCALED
 QS0197* NAVD 88 ORTHO HEIGHT -   597.902 (meters)     1961.62  (feet) ADJUSTED
 QS0197  ______________________________________________________________________
 QS0197  GEOID HEIGHT    -        -22.214 (meters)                     GEOID18
 QS0197  DYNAMIC HEIGHT  -        597.837 (meters)     1961.40  (feet) COMP
 QS0197  MODELED GRAVITY -    980,488.8   (mgal)                       NAVD 88
 QS0197
 QS0197  VERT ORDER      -  FIRST     CLASS II
 QS0197
 QS0197.The horizontal coordinates were scaled from a map and have
 QS0197.an estimated accuracy of +/- 6 seconds.
 QS0197
 QS0197.The orthometric height was determined by differential leveling and
 QS0197.adjusted by the NATIONAL GEODETIC SURVEY
 QS0197.in July 1998.
 QS0197
 QS0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0197.GEOID18 height accuracy estimate available here.
 QS0197
 QS0197.Click photographs - Photos may exist for this station.
 QS0197
 QS0197.The dynamic height is computed by dividing the NAVD 88
 QS0197.geopotential number by the normal gravity value computed on the
 QS0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0197.degrees latitude (g = 980.6199 gals.).
 QS0197
 QS0197.The modeled gravity was interpolated from observed gravity values.
 QS0197
 QS0197;                    North         East    Units  Estimated Accuracy
 QS0197;SPC SD N     -   175,270.      597,020.      MT  (+/- 180 meters Scaled)
 QS0197
 QS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR187290(NAD 83)
 QS0197
 QS0197                          SUPERSEDED SURVEY CONTROL
 QS0197
 QS0197  NGVD 29 (??/??/??)  597.52   (m)         1960.4    (f) RESET       3  
 QS0197
 QS0197.Superseded values are not recommended for survey control.
 QS0197
 QS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0197.See file dsdata.pdf to determine how the superseded data were derived.
 QS0197
 QS0197_MARKER: DB = BENCH MARK DISK
 QS0197_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QS0197_SP_SET: ABUTMENT
 QS0197_STAMPING: V 67 RESET 1946
 QS0197_MARK LOGO: CGS
 QS0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0197+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1997
 QS0197
 QS0197  HISTORY     - Date     Condition        Report By
 QS0197  HISTORY     - 1946     MONUMENTED       SDHD
 QS0197  HISTORY     - 1958     GOOD             CGS
 QS0197  HISTORY     - 19970309 GOOD             NGS
 QS0197
 QS0197                          STATION DESCRIPTION
 QS0197
 QS0197'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1946
 QS0197'6.9 MI S FROM SELBY.
 QS0197'6.9 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0197'SELBY, WALWORTH COUNTY, 0.1 MILE SOUTH OF A FARM ENTRANCE,
 QS0197'AT A 40-FOOT CONCRETE DECK BRIDGE WITH A PIPE GUARDRAIL, IN THE
 QS0197'TOP OF THE SOUTHEAST WING WALL, AND 18 FEET EAST OF THE CENTERLINE
 QS0197'OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 67 RESET 1946.
 QS0197
 QS0197                          STATION RECOVERY (1958)
 QS0197
 QS0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 QS0197'RECOVERED IN GOOD CONDITION.
 QS0197
 QS0197                          STATION RECOVERY (1997)
 QS0197
 QS0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0197'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0197'STATE HIGHWAY 130 IN SELBY, THENCE 4.6 KM (2.85 MI) SOUTHERLY ALONG
 QS0197'U.S. HIGHWAY 83, IN TOP OF AND 3.5 M (11.5 FT) NORTHWEST OF THE
 QS0197'SOUTHEAST END OF SOUTHEAST CONCRETE ABUTMENT WINGWALL OF A BRIDGE,
 QS0197'126.9 M (416.3 FT) NORTH OF MILEPOST 203, AND 5.3 M (17.4 FT) EAST OF
 QS0197'AND LEVEL WITH THE HIGHWAY CENTERLINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0206 ***********************************************************************
 QS0206  DESIGNATION -  V 68 RESET
 QS0206  PID         -  QS0206
 QS0206  STATE/COUNTY-  SD/POTTER
 QS0206  COUNTRY     -  US
 QS0206  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0206
 QS0206                         *CURRENT SURVEY CONTROL
 QS0206  ______________________________________________________________________
 QS0206* NAD 83(1986) POSITION- 45 00 50.     (N) 100 04 31.     (W)   SCALED
 QS0206* NAVD 88 ORTHO HEIGHT -   592.175 (meters)     1942.83  (feet) ADJUSTED
 QS0206  ______________________________________________________________________
 QS0206  GEOID HEIGHT    -        -22.534 (meters)                     GEOID18
 QS0206  DYNAMIC HEIGHT  -        592.083 (meters)     1942.53  (feet) COMP
 QS0206  MODELED GRAVITY -    980,441.8   (mgal)                       NAVD 88
 QS0206
 QS0206  VERT ORDER      -  SECOND    CLASS 0
 QS0206
 QS0206.The horizontal coordinates were scaled from a map and have
 QS0206.an estimated accuracy of +/- 6 seconds.
 QS0206
 QS0206.The orthometric height was determined by differential leveling and
 QS0206.adjusted by the NATIONAL GEODETIC SURVEY
 QS0206.in June 1991.
 QS0206
 QS0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0206.GEOID18 height accuracy estimate available here.
 QS0206
 QS0206.Click photographs - Photos may exist for this station.
 QS0206
 QS0206.The dynamic height is computed by dividing the NAVD 88
 QS0206.geopotential number by the normal gravity value computed on the
 QS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0206.degrees latitude (g = 980.6199 gals.).
 QS0206
 QS0206.The modeled gravity was interpolated from observed gravity values.
 QS0206
 QS0206;                    North         East    Units  Estimated Accuracy
 QS0206;SPC SD N     -   131,190.      594,070.      MT  (+/- 180 meters Scaled)
 QS0206
 QS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ152850(NAD 83)
 QS0206
 QS0206                          SUPERSEDED SURVEY CONTROL
 QS0206
 QS0206  NGVD 29 (??/??/92)  591.799  (m)         1941.59   (f) ADJ UNCH    2 0
 QS0206
 QS0206.Superseded values are not recommended for survey control.
 QS0206
 QS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0206.See file dsdata.pdf to determine how the superseded data were derived.
 QS0206
 QS0206_MARKER: DB = BENCH MARK DISK
 QS0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0206_SP_SET: CULVERT HEADWALL
 QS0206_STAMPING: V 68 RESET 1938
 QS0206_MARK LOGO: CGS
 QS0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0206+STABILITY: SURFACE MOTION
 QS0206
 QS0206  HISTORY     - Date     Condition        Report By
 QS0206  HISTORY     - 1938     MONUMENTED       SDHD
 QS0206  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0206
 QS0206                          STATION DESCRIPTION
 QS0206
 QS0206'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1938
 QS0206'5.8 MI W FROM GETTYSBURG.
 QS0206'5.8 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2
 QS0206'MILE NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, ABOUT
 QS0206'0.2 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY 83, IN THE
 QS0206'CENTER OF THE TOP OF THE NORTH HEAD WALL OF A CONCRETE CULVERT,
 QS0206'28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2-1/2
 QS0206'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 68 RESET
 QS0206'1938.
 QS0206
 QS0206                          STATION RECOVERY (1996)
 QS0206
 QS0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0206'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0309 ***********************************************************************
 QS0309  DESIGNATION -  V 69
 QS0309  PID         -  QS0309
 QS0309  STATE/COUNTY-  SD/DEWEY
 QS0309  COUNTRY     -  US
 QS0309  USGS QUAD   -  LA PLANT (2017)
 QS0309
 QS0309                         *CURRENT SURVEY CONTROL
 QS0309  ______________________________________________________________________
 QS0309* NAD 83(1986) POSITION- 45 08 00.30   (N) 100 40 25.97   (W)   HD_HELD1
 QS0309* NAVD 88 ORTHO HEIGHT -   603.558 (meters)     1980.17  (feet) ADJUSTED
 QS0309  ______________________________________________________________________
 QS0309  GEOID HEIGHT    -        -22.069 (meters)                     GEOID18
 QS0309  DYNAMIC HEIGHT  -        603.453 (meters)     1979.83  (feet) COMP
 QS0309  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 QS0309
 QS0309  VERT ORDER      -  SECOND    CLASS 0
 QS0309
 QS0309.The horizontal coordinates were determined by differentially corrected
 QS0309.hand held GPS observations or other comparable positioning techniques
 QS0309.and have an estimated accuracy of +/- 3 meters.
 QS0309
 QS0309.The orthometric height was determined by differential leveling and
 QS0309.adjusted by the NATIONAL GEODETIC SURVEY
 QS0309.in June 1991.
 QS0309
 QS0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0309.GEOID18 height accuracy estimate available here.
 QS0309
 QS0309.Click photographs - Photos may exist for this station.
 QS0309
 QS0309.The dynamic height is computed by dividing the NAVD 88
 QS0309.geopotential number by the normal gravity value computed on the
 QS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0309.degrees latitude (g = 980.6199 gals.).
 QS0309
 QS0309.The modeled gravity was interpolated from observed gravity values.
 QS0309
 QS0309;                    North         East    Units  Estimated Accuracy
 QS0309;SPC SD N     -   144,689.4     546,993.9     MT  (+/- 3 meters HH1 GPS) 
 QS0309
 QS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6837999134(NAD 83)
 QS0309
 QS0309                          SUPERSEDED SURVEY CONTROL
 QS0309
 QS0309  NGVD 29 (??/??/92)  603.117  (m)         1978.73   (f) ADJ UNCH    2 0
 QS0309
 QS0309.Superseded values are not recommended for survey control.
 QS0309
 QS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0309.See file dsdata.pdf to determine how the superseded data were derived.
 QS0309
 QS0309_MARKER: DB = BENCH MARK DISK
 QS0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0309_STAMPING: V 69 1934
 QS0309_MARK LOGO: CGS
 QS0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0309+STABILITY: SURFACE MOTION
 QS0309
 QS0309  HISTORY     - Date     Condition        Report By
 QS0309  HISTORY     - 1934     MONUMENTED       CGS
 QS0309  HISTORY     - 1948     GOOD             USGS
 QS0309
 QS0309                          STATION DESCRIPTION
 QS0309
 QS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0309'1.4 MI SW FROM LA PLANT.
 QS0309'ABOUT 1.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0309'AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY COUNTY,
 QS0309'ABOUT 3 POLES NORTHEAST OF MILEPOST 31, AT A ROAD CROSSING,
 QS0309'ABOUT 120 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ACROSS
 QS0309'THE TRACK FROM A POLE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE
 QS0309'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 QS0309'STAMPED V 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0309
 QS0309                          STATION RECOVERY (1948)
 QS0309
 QS0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0408 ***********************************************************************
 OR0408  DESIGNATION -  V 7
 OR0408  PID         -  OR0408
 OR0408  STATE/COUNTY-  SD/BRULE
 OR0408  COUNTRY     -  US
 OR0408  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0408
 OR0408                         *CURRENT SURVEY CONTROL
 OR0408  ______________________________________________________________________
 OR0408* NAD 83(1986) POSITION- 43 48 47.05   (N) 099 20 01.84   (W)   HD_HELD1
 OR0408* NAVD 88 ORTHO HEIGHT -   419.434 (meters)     1376.09  (feet) ADJUSTED
 OR0408  ______________________________________________________________________
 OR0408  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 OR0408  DYNAMIC HEIGHT  -        419.324 (meters)     1375.73  (feet) COMP
 OR0408  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 OR0408
 OR0408  VERT ORDER      -  FIRST     CLASS II
 OR0408
 OR0408.The horizontal coordinates were determined by differentially corrected
 OR0408.hand held GPS observations or other comparable positioning techniques
 OR0408.and have an estimated accuracy of +/- 3 meters.
 OR0408
 OR0408.The orthometric height was determined by differential leveling and
 OR0408.adjusted by the NATIONAL GEODETIC SURVEY
 OR0408.in June 1991.
 OR0408
 OR0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0408.GEOID18 height accuracy estimate available here.
 OR0408
 OR0408.Click photographs - Photos may exist for this station.
 OR0408
 OR0408.The dynamic height is computed by dividing the NAVD 88
 OR0408.geopotential number by the normal gravity value computed on the
 OR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0408.degrees latitude (g = 980.6199 gals.).
 OR0408
 OR0408.The modeled gravity was interpolated from observed gravity values.
 OR0408
 OR0408;                    North         East    Units  Estimated Accuracy
 OR0408;SPC SD S     -   164,870.5     680,407.5     MT  (+/- 3 meters HH1 GPS) 
 OR0408
 OR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7315051165(NAD 83)
 OR0408
 OR0408                          SUPERSEDED SURVEY CONTROL
 OR0408
 OR0408  NGVD 29 (??/??/92)  419.097  (m)         1374.99   (f) ADJ UNCH    1 2
 OR0408
 OR0408.Superseded values are not recommended for survey control.
 OR0408
 OR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0408.See file dsdata.pdf to determine how the superseded data were derived.
 OR0408
 OR0408_MARKER: DB = BENCH MARK DISK
 OR0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0408_SP_SET: BRIDGE
 OR0408_STAMPING: V 7 1925
 OR0408_MARK LOGO: CGS
 OR0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0408
 OR0408  HISTORY     - Date     Condition        Report By
 OR0408  HISTORY     - 1925     MONUMENTED       CGS
 OR0408  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0408  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0408
 OR0408                          STATION DESCRIPTION
 OR0408
 OR0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0408'AT CHAMBERLAIN.
 OR0408'AT CHAMBERLAIN, BRULE COUNTY, AT THE U.S. HIGHWAY 16 BRIDGE
 OR0408'OVER MISSOURI RIVER, IN THE TOP OF THE DOWN-STREAM END OF THE
 OR0408'EAST PIER, BETWEEN THE PEDESTAL PLATE AND THE EDGE OF THE PIER,
 OR0408'AND ABOUT 5 FEET BELOW THE BRIDGE DECK.  A STANDARD DISK, STAMPED
 OR0408'V 7 1925.  NOTE-- NEW HWY. BRIDGE BUILT, PIERS REMAIN AT OLD
 OR0408'BRIDGE SITE.
 OR0408
 OR0408                          STATION RECOVERY (1974)
 OR0408
 OR0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0408'MARK NOT FOUND.
 OR0408
 OR0408                          STATION RECOVERY (2012)
 OR0408
 OR0408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0283 ***********************************************************************
 QS0283  DESIGNATION -  V 71
 QS0283  PID         -  QS0283
 QS0283  STATE/COUNTY-  SD/DEWEY
 QS0283  COUNTRY     -  US
 QS0283  USGS QUAD   -  VIRGINIA (2017)
 QS0283
 QS0283                         *CURRENT SURVEY CONTROL
 QS0283  ______________________________________________________________________
 QS0283* NAD 83(1986) POSITION- 45 10 58.     (N) 100 34 47.     (W)   SCALED
 QS0283* NAVD 88 ORTHO HEIGHT -   559.566 (meters)     1835.84  (feet) ADJUSTED
 QS0283  ______________________________________________________________________
 QS0283  GEOID HEIGHT    -        -22.059 (meters)                     GEOID18
 QS0283  DYNAMIC HEIGHT  -        559.481 (meters)     1835.56  (feet) COMP
 QS0283  MODELED GRAVITY -    980,446.0   (mgal)                       NAVD 88
 QS0283
 QS0283  VERT ORDER      -  SECOND    CLASS 0
 QS0283
 QS0283.The horizontal coordinates were scaled from a map and have
 QS0283.an estimated accuracy of +/- 6 seconds.
 QS0283
 QS0283.The orthometric height was determined by differential leveling and
 QS0283.adjusted by the NATIONAL GEODETIC SURVEY
 QS0283.in June 1991.
 QS0283
 QS0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0283.GEOID18 height accuracy estimate available here.
 QS0283
 QS0283.Click photographs - Photos may exist for this station.
 QS0283
 QS0283.The dynamic height is computed by dividing the NAVD 88
 QS0283.geopotential number by the normal gravity value computed on the
 QS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0283.degrees latitude (g = 980.6199 gals.).
 QS0283
 QS0283.The modeled gravity was interpolated from observed gravity values.
 QS0283
 QS0283;                    North         East    Units  Estimated Accuracy
 QS0283;SPC SD N     -   150,120.      554,440.      MT  (+/- 180 meters Scaled)
 QS0283
 QS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR758044(NAD 83)
 QS0283
 QS0283                          SUPERSEDED SURVEY CONTROL
 QS0283
 QS0283  NGVD 29 (??/??/92)  559.153  (m)         1834.49   (f) ADJ UNCH    2 0
 QS0283
 QS0283.Superseded values are not recommended for survey control.
 QS0283
 QS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0283.See file dsdata.pdf to determine how the superseded data were derived.
 QS0283
 QS0283_MARKER: DB = BENCH MARK DISK
 QS0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0283_STAMPING: V 71 1934
 QS0283_MARK LOGO: CGS
 QS0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0283+STABILITY: SURFACE MOTION
 QS0283
 QS0283  HISTORY     - Date     Condition        Report By
 QS0283  HISTORY     - 1934     MONUMENTED       CGS
 QS0283  HISTORY     - 1951     MARK NOT FOUND   CGS
 QS0283
 QS0283                          STATION DESCRIPTION
 QS0283
 QS0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0283'4.9 MI NE FROM LA PLANT.
 QS0283'ABOUT 4.9 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0283'PAUL AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY
 QS0283'COUNTY, ABOUT 28 POLES SOUTHWEST OF MILEPOST 24, ABOUT 1 POLE
 QS0283'NORTHEAST OF CULVERT 2113 1/2, AT A ROAD CROSSING, 50 FEET
 QS0283'NORTHEAST OF THE CENTER LINE OF THE TRACK, 20 FEET SOUTHWEST OF
 QS0283'THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A WHITE
 QS0283'REFERENCE POST STENCILED U.S.B.M., AND ABOUT LEVEL WITH THE
 QS0283'TRACK.  A STANDARD DISK, STAMPED V 71 1934 AND SET IN THE TOP
 QS0283'OF A CONCRETE POST.
 QS0283
 QS0283                          STATION RECOVERY (1951)
 QS0283
 QS0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 QS0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0400 ***********************************************************************
 PT0400  DESIGNATION -  V 72
 PT0400  PID         -  PT0400
 PT0400  STATE/COUNTY-  SD/STANLEY
 PT0400  COUNTRY     -  US
 PT0400  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0400
 PT0400                         *CURRENT SURVEY CONTROL
 PT0400  ______________________________________________________________________
 PT0400* NAD 83(1986) POSITION- 44 35 25.09   (N) 101 08 06.00   (W)   HD_HELD1
 PT0400* NAVD 88 ORTHO HEIGHT -   616.396 (meters)     2022.29  (feet) ADJUSTED
 PT0400  ______________________________________________________________________
 PT0400  GEOID HEIGHT    -        -22.030 (meters)                     GEOID18
 PT0400  DYNAMIC HEIGHT  -        616.250 (meters)     2021.81  (feet) COMP
 PT0400  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 PT0400
 PT0400  VERT ORDER      -  SECOND    CLASS 0
 PT0400
 PT0400.The horizontal coordinates were determined by differentially corrected
 PT0400.hand held GPS observations or other comparable positioning techniques
 PT0400.and have an estimated accuracy of +/- 3 meters.
 PT0400
 PT0400.The orthometric height was determined by differential leveling and
 PT0400.adjusted by the NATIONAL GEODETIC SURVEY
 PT0400.in June 1991.
 PT0400
 PT0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0400.GEOID18 height accuracy estimate available here.
 PT0400
 PT0400.Click photographs - Photos may exist for this station.
 PT0400
 PT0400.The dynamic height is computed by dividing the NAVD 88
 PT0400.geopotential number by the normal gravity value computed on the
 PT0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0400.degrees latitude (g = 980.6199 gals.).
 PT0400
 PT0400.The modeled gravity was interpolated from observed gravity values.
 PT0400
 PT0400;                    North         East    Units  Estimated Accuracy
 PT0400;SPC SD S     -   251,054.2     536,340.0     MT  (+/- 3 meters HH1 GPS) 
 PT0400
 PT0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3053339656(NAD 83)
 PT0400
 PT0400                          SUPERSEDED SURVEY CONTROL
 PT0400
 PT0400  NGVD 29 (??/??/92)  615.919  (m)         2020.73   (f) ADJ UNCH    2 0
 PT0400
 PT0400.Superseded values are not recommended for survey control.
 PT0400
 PT0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0400.See file dsdata.pdf to determine how the superseded data were derived.
 PT0400
 PT0400_MARKER: DB = BENCH MARK DISK
 PT0400_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0400_SP_SET: BOX CULVERT HEADWALL
 PT0400_STAMPING: V 72 1934
 PT0400_MARK LOGO: CGS
 PT0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0400+STABILITY: SURFACE MOTION
 PT0400
 PT0400  HISTORY     - Date     Condition        Report By
 PT0400  HISTORY     - 1934     MONUMENTED       CGS
 PT0400  HISTORY     - 1977     MARK NOT FOUND   USGS
 PT0400  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0400
 PT0400                          STATION DESCRIPTION
 PT0400
 PT0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0400'37.4 MI N FROM MIDLAND.
 PT0400'IN STANLEY COUNTY, 37.4 MILES NORTH ALONG STATE HIGHWAY 63 FROM
 PT0400'THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT THE BOTTOM OF A
 PT0400'DRAW, AT A LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE
 PT0400'EAST CONCRETE HEADWALL, AND LEVEL WITH THE HIGHWAY.
 PT0400
 PT0400                          STATION RECOVERY (1977)
 PT0400
 PT0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PT0400'MARK NOT FOUND.
 PT0400
 PT0400                          STATION RECOVERY (1985)
 PT0400
 PT0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0400'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0443 ***********************************************************************
 PT0443  DESIGNATION -  V 73
 PT0443  PID         -  PT0443
 PT0443  STATE/COUNTY-  SD/HAAKON
 PT0443  COUNTRY     -  US
 PT0443  USGS QUAD   -  MIDLAND (2017)
 PT0443
 PT0443                         *CURRENT SURVEY CONTROL
 PT0443  ______________________________________________________________________
 PT0443* NAD 83(1986) POSITION- 44 04 24.93   (N) 101 09 29.99   (W)   HD_HELD1
 PT0443* NAVD 88 ORTHO HEIGHT -   592.173 (meters)     1942.82  (feet) ADJUSTED
 PT0443  ______________________________________________________________________
 PT0443  GEOID HEIGHT    -        -22.846 (meters)                     GEOID18
 PT0443  DYNAMIC HEIGHT  -        592.006 (meters)     1942.27  (feet) COMP
 PT0443  MODELED GRAVITY -    980,317.6   (mgal)                       NAVD 88
 PT0443
 PT0443  VERT ORDER      -  FIRST     CLASS II
 PT0443
 PT0443.The horizontal coordinates were determined by differentially corrected
 PT0443.hand held GPS observations or other comparable positioning techniques
 PT0443.and have an estimated accuracy of +/- 3 meters.
 PT0443
 PT0443.The orthometric height was determined by differential leveling and
 PT0443.adjusted by the NATIONAL GEODETIC SURVEY
 PT0443.in June 1991.
 PT0443
 PT0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0443.GEOID18 height accuracy estimate available here.
 PT0443
 PT0443.Click photographs - Photos may exist for this station.
 PT0443
 PT0443.The dynamic height is computed by dividing the NAVD 88
 PT0443.geopotential number by the normal gravity value computed on the
 PT0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0443.degrees latitude (g = 980.6199 gals.).
 PT0443
 PT0443.The modeled gravity was interpolated from observed gravity values.
 PT0443
 PT0443;                    North         East    Units  Estimated Accuracy
 PT0443;SPC SD S     -   193,659.6     533,917.1     MT  (+/- 3 meters HH1 GPS) 
 PT0443
 PT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2717082311(NAD 83)
 PT0443
 PT0443                          SUPERSEDED SURVEY CONTROL
 PT0443
 PT0443  NGVD 29 (??/??/92)  591.552  (m)         1940.78   (f) ADJ UNCH    1 2
 PT0443
 PT0443.Superseded values are not recommended for survey control.
 PT0443
 PT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0443.See file dsdata.pdf to determine how the superseded data were derived.
 PT0443
 PT0443_MARKER: DB = BENCH MARK DISK
 PT0443_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0443_SP_SET: WATER TANK FOOTING
 PT0443_STAMPING: V 73 1934
 PT0443_MARK LOGO: CGS
 PT0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0443+STABILITY: SURFACE MOTION
 PT0443
 PT0443  HISTORY     - Date     Condition        Report By
 PT0443  HISTORY     - 1934     MONUMENTED       CGS
 PT0443  HISTORY     - 1981     GOOD             NGS
 PT0443  HISTORY     - 1985     GOOD             NGS
 PT0443
 PT0443                          STATION DESCRIPTION
 PT0443
 PT0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0443'AT MIDLAND.
 PT0443'AT THE CITY WATER TANK.  SET ON THE SOUTH CORNER OF THE SOUTHEAST
 PT0443'BLOCK FOUNDATION OF THE TANK.  A STANDARD DISK, STAMPED V 73
 PT0443'1934.
 PT0443
 PT0443                          STATION RECOVERY (1981)
 PT0443
 PT0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0443'RECOVERED IN GOOD CONDITION.
 PT0443
 PT0443                          STATION RECOVERY (1985)
 PT0443
 PT0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0443'RECOVERED IN GOOD CONDITION.  NEW DSECRIPTION FOLLOWS.  0.27 KM (0.17
 PT0443'MI) NORTHEAST ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THE
 PT0443'JUNCTION AT MIDLAND, THENCE 0.06 KM (0.04 MI) SOUTHEAST ALONG A GRAVEL
 PT0443'ROAD, THENCE 0.14 KM (0.09 MI) EAST ALONG A GRAVEL ROAD, IN THE SOUTH
 PT0443'CORNER OF THE SOUTHEAST ONE OF FOUR 3- BY 3-FOOT CONCRETE PADS FOR THE
 PT0443'OLD ABANDON MIDLAND WATER TOWER, WHICH HAS BEEN DESTROYED, 8.2 METERS
 PT0443'(27 FT) NORTH OF THE CENTER OF A GRAVEL ROAD AND 36.9 METERS (121 FT)
 PT0443'EAST OF THE SOUTHEAST CORNER OF A WOOD HOUSE.
 PT0443'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0320 ***********************************************************************
 PT0320  DESIGNATION -  V 74
 PT0320  PID         -  PT0320
 PT0320  STATE/COUNTY-  SD/STANLEY
 PT0320  COUNTRY     -  US
 PT0320  USGS QUAD   -  PRINCES RANCH (2017)
 PT0320
 PT0320                         *CURRENT SURVEY CONTROL
 PT0320  ______________________________________________________________________
 PT0320* NAD 83(1986) POSITION- 44 23 12.     (N) 100 48 37.     (W)   SCALED
 PT0320* NAVD 88 ORTHO HEIGHT -   572.039 (meters)     1876.76  (feet) POSTED
 PT0320  ______________________________________________________________________
 PT0320  GEOID HEIGHT    -        -22.772 (meters)                     GEOID18
 PT0320  DYNAMIC HEIGHT  -        571.91  (meters)     1876.3   (feet) COMP
 PT0320  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 PT0320
 PT0320  VERT ORDER      -  * POSTED, SEE BELOW
 PT0320
 PT0320.The horizontal coordinates were scaled from a map and have
 PT0320.an estimated accuracy of +/- 6 seconds.
 PT0320
 PT0320.The orthometric height was determined by differential leveling
 PT0320.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0320
 PT0320.* This is a POSTED BENCH MARK height.
 PT0320
 PT0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0320.GEOID18 height accuracy estimate available here.
 PT0320
 PT0320.Click photographs - Photos may exist for this station.
 PT0320
 PT0320.The dynamic height is computed by dividing the NAVD 88
 PT0320.geopotential number by the normal gravity value computed on the
 PT0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0320.degrees latitude (g = 980.6199 gals.).
 PT0320
 PT0320.The modeled gravity was interpolated from observed gravity values.
 PT0320
 PT0320;                    North         East    Units  Estimated Accuracy
 PT0320;SPC SD S     -   228,230.      562,000.      MT  (+/- 180 meters Scaled)
 PT0320
 PT0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ558164(NAD 83)
 PT0320
 PT0320                          SUPERSEDED SURVEY CONTROL
 PT0320
 PT0320  NGVD 29 (??/??/92)  571.618  (m)         1875.38   (f) ADJ UNCH    2 0
 PT0320
 PT0320.Superseded values are not recommended for survey control.
 PT0320
 PT0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0320.See file dsdata.pdf to determine how the superseded data were derived.
 PT0320
 PT0320_MARKER: DB = BENCH MARK DISK
 PT0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0320_SP_SET: BRIDGE
 PT0320_STAMPING: V 74 1934
 PT0320_MARK LOGO: CGS
 PT0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0320
 PT0320  HISTORY     - Date     Condition        Report By
 PT0320  HISTORY     - 1934     MONUMENTED       CGS
 PT0320
 PT0320                          STATION DESCRIPTION
 PT0320
 PT0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0320'11.1 MI E FROM HAYES.
 PT0320'11.1 MILES EAST ALONG OLD U.S. HIGHWAY 14 FROM HAYES, STANLEY
 PT0320'COUNTY, AT A 90-FOOT BRIDGE OVER A LARGE WASH, IN THE TOP OF THE
 PT0320'SOUTH CONCRETE HEAD WALL, 15 INCHES FROM THE EAST END, AND ABOUT
 PT0320'2-1/2 FEET HIGHER THAN THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 PT0320'V 74 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0610 ***********************************************************************
 PT0610  DESIGNATION -  V 75
 PT0610  PID         -  PT0610
 PT0610  STATE/COUNTY-  SD/HAAKON
 PT0610  COUNTRY     -  US
 PT0610  USGS QUAD   -  PHILIP SE (2017)
 PT0610
 PT0610                         *CURRENT SURVEY CONTROL
 PT0610  ______________________________________________________________________
 PT0610* NAD 83(1986) POSITION- 44 02 26.     (N) 101 34 08.     (W)   SCALED
 PT0610* NAVD 88 ORTHO HEIGHT -   641.038 (meters)     2103.14  (feet) ADJUSTED
 PT0610  ______________________________________________________________________
 PT0610  GEOID HEIGHT    -        -21.463 (meters)                     GEOID18
 PT0610  DYNAMIC HEIGHT  -        640.847 (meters)     2102.51  (feet) COMP
 PT0610  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 PT0610
 PT0610  VERT ORDER      -  SECOND    CLASS 0
 PT0610
 PT0610.The horizontal coordinates were scaled from a map and have
 PT0610.an estimated accuracy of +/- 6 seconds.
 PT0610
 PT0610.The orthometric height was determined by differential leveling and
 PT0610.adjusted by the NATIONAL GEODETIC SURVEY
 PT0610.in June 1991.
 PT0610
 PT0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0610.GEOID18 height accuracy estimate available here.
 PT0610
 PT0610.Click photographs - Photos may exist for this station.
 PT0610
 PT0610.The dynamic height is computed by dividing the NAVD 88
 PT0610.geopotential number by the normal gravity value computed on the
 PT0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0610.degrees latitude (g = 980.6199 gals.).
 PT0610
 PT0610.The modeled gravity was interpolated from observed gravity values.
 PT0610
 PT0610;                    North         East    Units  Estimated Accuracy
 PT0610;SPC SD S     -   190,400.      500,980.      MT  (+/- 180 meters Scaled)
 PT0610
 PT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP941795(NAD 83)
 PT0610
 PT0610                          SUPERSEDED SURVEY CONTROL
 PT0610
 PT0610  NGVD 29 (??/??/92)  640.580  (m)         2101.64   (f) ADJ UNCH    2 0
 PT0610
 PT0610.Superseded values are not recommended for survey control.
 PT0610
 PT0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0610.See file dsdata.pdf to determine how the superseded data were derived.
 PT0610
 PT0610_MARKER: DB = BENCH MARK DISK
 PT0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0610_STAMPING: V 75 1934
 PT0610_MARK LOGO: CGS
 PT0610_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0610+STABILITY: SURFACE MOTION
 PT0610
 PT0610  HISTORY     - Date     Condition        Report By
 PT0610  HISTORY     - 1934     MONUMENTED       CGS
 PT0610  HISTORY     - 1962     GOOD             CGS
 PT0610
 PT0610                          STATION DESCRIPTION
 PT0610
 PT0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0610'5 MI E FROM PHILIP.
 PT0610'THIS MARK WAS RECOVERED IN GOOD CONDITION WITH A NEW DETAILED
 PT0610'DESCRIPTION AS FOLLOWS-- ABOUT 5.05 MILES EAST ALONG THE CHICAGO
 PT0610'AND NORTH WESTERN RAILWAY FROM THE STATION AT PHILIP, IN SECTION
 PT0610'15, T 1 N, R 21 E, 46 FEET NORTH OF THE NORTH RAIL, 91 FEET NORTH
 PT0610'AND ACROSS THE TRACK FROM MILE POST 555, 1 1/2 FEET SOUTH OF
 PT0610'A FENCE, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PT0610'ABOVE THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 PT0610'POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0257 ***********************************************************************
 PT0257  DESIGNATION -  V 76
 PT0257  PID         -  PT0257
 PT0257  STATE/COUNTY-  SD/STANLEY
 PT0257  COUNTRY     -  US
 PT0257  USGS QUAD   -  PIERRE SW (2017)
 PT0257
 PT0257                         *CURRENT SURVEY CONTROL
 PT0257  ______________________________________________________________________
 PT0257* NAD 83(1986) POSITION- 44 17 50.     (N) 100 28 35.     (W)   SCALED
 PT0257* NAVD 88 ORTHO HEIGHT -   458.048 (meters)     1502.78  (feet) ADJUSTED
 PT0257  ______________________________________________________________________
 PT0257  GEOID HEIGHT    -        -23.581 (meters)                     GEOID18
 PT0257  DYNAMIC HEIGHT  -        457.947 (meters)     1502.45  (feet) COMP
 PT0257  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 PT0257
 PT0257  VERT ORDER      -  SECOND    CLASS 0
 PT0257
 PT0257.The horizontal coordinates were scaled from a map and have
 PT0257.an estimated accuracy of +/- 6 seconds.
 PT0257
 PT0257.The orthometric height was determined by differential leveling and
 PT0257.adjusted by the NATIONAL GEODETIC SURVEY
 PT0257.in June 1991.
 PT0257
 PT0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0257.GEOID18 height accuracy estimate available here.
 PT0257
 PT0257.Click photographs - Photos may exist for this station.
 PT0257
 PT0257.The dynamic height is computed by dividing the NAVD 88
 PT0257.geopotential number by the normal gravity value computed on the
 PT0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0257.degrees latitude (g = 980.6199 gals.).
 PT0257
 PT0257.The modeled gravity was interpolated from observed gravity values.
 PT0257
 PT0257;                    North         East    Units  Estimated Accuracy
 PT0257;SPC SD S     -   218,190.      588,580.      MT  (+/- 180 meters Scaled)
 PT0257
 PT0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ822059(NAD 83)
 PT0257
 PT0257                          SUPERSEDED SURVEY CONTROL
 PT0257
 PT0257  NGVD 29 (??/??/92)  457.660  (m)         1501.51   (f) ADJ UNCH    2 0
 PT0257
 PT0257.Superseded values are not recommended for survey control.
 PT0257
 PT0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0257.See file dsdata.pdf to determine how the superseded data were derived.
 PT0257
 PT0257_MARKER: DB = BENCH MARK DISK
 PT0257_SETTING: 0 = UNSPECIFIED SETTING
 PT0257_STAMPING: V 76 1934
 PT0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0257
 PT0257  HISTORY     - Date     Condition        Report By
 PT0257  HISTORY     - 1934     MONUMENTED       CGS
 PT0257
 PT0257                          STATION DESCRIPTION
 PT0257
 PT0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0257'1.6 MI E FROM TETON.
 PT0257'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD.  ONE POLE EAST OF
 PT0257'ROAD CROSSING, 2 POLES WEST OF MILE POST 492.  SET IN POST 50
 PT0257'FEET SOUTH OF CENTERLINE OF TRACKS, 30 FEET WEST OF FENCE CORNER
 PT0257'AND 18 FEET SOUTHEAST OF POLE.  2 FEET BELOW LEVEL OF TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0389 ***********************************************************************
 OR0389  DESIGNATION -  V 78 RESET
 OR0389  PID         -  OR0389
 OR0389  STATE/COUNTY-  SD/BUFFALO
 OR0389  COUNTRY     -  US
 OR0389  USGS QUAD   -  LYONVILLE (2017)
 OR0389
 OR0389                         *CURRENT SURVEY CONTROL
 OR0389  ______________________________________________________________________
 OR0389* NAD 83(1986) POSITION- 43 58 04.     (N) 098 59 15.     (W)   SCALED
 OR0389* NAVD 88 ORTHO HEIGHT -   480.90  (+/-2cm)     1577.8   (feet) VERTCON3
 OR0389  ______________________________________________________________________
 OR0389  GEOID HEIGHT    -        -25.274 (meters)                     GEOID18
 OR0389  VERT ORDER      -  THIRD (See Below)
 OR0389
 OR0389.The horizontal coordinates were scaled from a map and have
 OR0389.an estimated accuracy of +/- 6 seconds.
 OR0389
 OR0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0389
 OR0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0389.GEOID18 height accuracy estimate available here.
 OR0389
 OR0389.The vertical order pertains to the NGVD 29 superseded value.
 OR0389
 OR0389.Click photographs - Photos may exist for this station.
 OR0389
 OR0389;                    North         East    Units  Estimated Accuracy
 OR0389;SPC SD S     -   182,450.      707,990.      MT  (+/- 180 meters Scaled)
 OR0389
 OR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010682(NAD 83)
 OR0389
 OR0389                          SUPERSEDED SURVEY CONTROL
 OR0389
 OR0389  NGVD 29 (??/??/??)  480.57   (m)         1576.7    (f) RESET       3  
 OR0389
 OR0389.Superseded values are not recommended for survey control.
 OR0389
 OR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0389.See file dsdata.pdf to determine how the superseded data were derived.
 OR0389
 OR0389_MARKER: DB = BENCH MARK DISK
 OR0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0389_SP_SET: VIADUCT
 OR0389_STAMPING: V 78 RESET 1960
 OR0389_MARK LOGO: CGS
 OR0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0389
 OR0389  HISTORY     - Date     Condition        Report By
 OR0389  HISTORY     - 1960     MONUMENTED       SDHD
 OR0389  HISTORY     - 1963     GOOD             CGS
 OR0389
 OR0389                          STATION DESCRIPTION
 OR0389
 OR0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0389'4.5 MI S FROM GANN VALLEY.
 OR0389'4.5 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 OR0389'AT GANN VALLEY BUFFALO COUNTY, ABOUT 1400 FEET SOUTH OF THE
 OR0389'SECTION LINE ROAD AT THE BOTTOM OF A HILL, AT 206.6 FT CONCRETE
 OR0389'I-BEAM VIADUCT, IN THE SOUTHEAST CORNER OF EAST CONCRETE
 OR0389'WHEEL GUARD, AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE8708 ***********************************************************************
 AE8708  DESIGNATION -  V 79 RESET
 AE8708  PID         -  AE8708
 AE8708  STATE/COUNTY-  SD/HAND
 AE8708  COUNTRY     -  US
 AE8708  USGS QUAD   -  REE HEIGHTS SE (2017)
 AE8708
 AE8708                         *CURRENT SURVEY CONTROL
 AE8708  ______________________________________________________________________
 AE8708* NAD 83(1986) POSITION- 44 31 05.     (N) 099 00 00.     (W)   SCALED
 AE8708* NAVD 88 ORTHO HEIGHT -   481.23  (meters)     1578.8   (feet) RESET
 AE8708  ______________________________________________________________________
 AE8708  GEOID HEIGHT    -        -24.466 (meters)                     GEOID18
 AE8708  VERT ORDER      -  THIRD
 AE8708
 AE8708.The horizontal coordinates were scaled from a map and have
 AE8708.an estimated accuracy of +/- 6 seconds.
 AE8708
 AE8708.The orthometric height was computed from unverified reset data.
 AE8708
 AE8708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8708.GEOID18 height accuracy estimate available here.
 AE8708
 AE8708.Click photographs - Photos may exist for this station.
 AE8708
 AE8708;                    North         East    Units  Estimated Accuracy
 AE8708;SPC SD N     -    76,580.      679,500.      MT  (+/- 180 meters Scaled)
 AE8708
 AE8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ000294(NAD 83)
 AE8708
 AE8708                          SUPERSEDED SURVEY CONTROL
 AE8708
 AE8708.No superseded survey control is available for this station.
 AE8708
 AE8708_MARKER: DB = BENCH MARK DISK
 AE8708_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE8708_SP_SET: SIDEWALK
 AE8708_STAMPING: V 79 RESET 1963
 AE8708_MARK LOGO: CGS
 AE8708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8708
 AE8708  HISTORY     - Date     Condition        Report By
 AE8708  HISTORY     - 1963     MONUMENTED       CGS
 AE8708
 AE8708                          STATION DESCRIPTION
 AE8708
 AE8708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WGT)
 AE8708'AT MILLER, AT THE HAND COUNTY STATE BANK, 3 FEET (0.9 M) WEST AND 0.5
 AE8708'FOOT (15.2 CM) NORTH OF THE NORTHEAST CORNER OF THE BANK BUILDING.  A
 AE8708'STANDARD DISK SET IN A DRILL HOLE FLUSH WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0008 ***********************************************************************
 OS0008  DESIGNATION -  V 8
 OS0008  PID         -  OS0008
 OS0008  STATE/COUNTY-  SD/LYMAN
 OS0008  COUNTRY     -  US
 OS0008  USGS QUAD   -  VIVIAN (2017)
 OS0008
 OS0008                         *CURRENT SURVEY CONTROL
 OS0008  ______________________________________________________________________
 OS0008* NAD 83(1986) POSITION- 43 55 32.     (N) 100 17 45.     (W)   SCALED
 OS0008* NAVD 88 ORTHO HEIGHT -   577.335 (meters)     1894.14  (feet) ADJUSTED
 OS0008  ______________________________________________________________________
 OS0008  GEOID HEIGHT    -        -24.737 (meters)                     GEOID18
 OS0008  DYNAMIC HEIGHT  -        577.163 (meters)     1893.58  (feet) COMP
 OS0008  MODELED GRAVITY -    980,302.9   (mgal)                       NAVD 88
 OS0008
 OS0008  VERT ORDER      -  FIRST     CLASS II
 OS0008
 OS0008.The horizontal coordinates were scaled from a map and have
 OS0008.an estimated accuracy of +/- 6 seconds.
 OS0008
 OS0008.The orthometric height was determined by differential leveling and
 OS0008.adjusted by the NATIONAL GEODETIC SURVEY
 OS0008.in June 1991.
 OS0008
 OS0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0008.GEOID18 height accuracy estimate available here.
 OS0008
 OS0008.Click photographs - Photos may exist for this station.
 OS0008
 OS0008.The dynamic height is computed by dividing the NAVD 88
 OS0008.geopotential number by the normal gravity value computed on the
 OS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0008.degrees latitude (g = 980.6199 gals.).
 OS0008
 OS0008.The modeled gravity was interpolated from observed gravity values.
 OS0008
 OS0008;                    North         East    Units  Estimated Accuracy
 OS0008;SPC SD S     -   176,890.      603,010.      MT  (+/- 180 meters Scaled)
 OS0008
 OS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP959644(NAD 83)
 OS0008
 OS0008                          SUPERSEDED SURVEY CONTROL
 OS0008
 OS0008  NGVD 29 (??/??/92)  576.921  (m)         1892.78   (f) ADJ UNCH    1 2
 OS0008
 OS0008.Superseded values are not recommended for survey control.
 OS0008
 OS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0008.See file dsdata.pdf to determine how the superseded data were derived.
 OS0008
 OS0008_MARKER: DB = BENCH MARK DISK
 OS0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0008_STAMPING: V 8 1925 1892.782
 OS0008_MARK LOGO: CGS
 OS0008_PROJECTION: FLUSH
 OS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0008+STABILITY: SURFACE MOTION
 OS0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0008+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1991
 OS0008
 OS0008  HISTORY     - Date     Condition        Report By
 OS0008  HISTORY     - 1925     MONUMENTED       CGS
 OS0008  HISTORY     - 1941     GOOD             CGS
 OS0008  HISTORY     - 19910628 GOOD             NGS
 OS0008
 OS0008                          STATION DESCRIPTION
 OS0008
 OS0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0008'AT VIVIAN.
 OS0008'AT VIVIAN, LYMAN COUNTY, 300 YARDS WEST OF THE CHICAGO, MILWAUKEE,
 OS0008'ST. PAUL AND PACIFIC RAILROAD STATION, AT A ROAD CROSSING, 63
 OS0008'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 49.2 FEET EAST
 OS0008'OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTH OF THE CENTERLINE
 OS0008'OF THE TRACK, 13 FEET WEST OF A POLE, AND AT AN ANGLE IN THE
 OS0008'ROW OF POLES.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 OS0008'FLUSH WITH THE GROUND.
 OS0008
 OS0008                          STATION RECOVERY (1991)
 OS0008
 OS0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0008'0.1 KM (0.1 MI) SOUTHERLY ALONG A PAVED ROAD FROM THE POST OFFICE IN
 OS0008'VIVIAN, THENCE 0.3 KM (0.2 MI) WESTERLY ALONG THE DAKOTA SOUTHERN
 OS0008'RAILROAD, 49.6 M (162.7 FT) NORTHEAST OF A FENCE CORNER, 49.2 M
 OS0008'(161.4 FT) WEST OF A UTILITY POLE, 27.5 M (90.2 FT) EAST OF A FENCE
 OS0008'CORNER, 12.2 M (40.0 FT) SOUTH OF THE NEAR RAIL, 7.8 M (25.6 FT)
 OS0008'NORTH OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL
 OS0008'OF THE TRACKS, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 OS0008'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0188 ***********************************************************************
 PS0188  DESIGNATION -  V 80
 PS0188  PID         -  PS0188
 PS0188  STATE/COUNTY-  SD/JERAULD
 PS0188  COUNTRY     -  US
 PS0188  USGS QUAD   -  GANNVALLEY (2017)
 PS0188
 PS0188                         *CURRENT SURVEY CONTROL
 PS0188  ______________________________________________________________________
 PS0188* NAD 83(1986) POSITION- 44 04 43.     (N) 098 54 22.     (W)   SCALED
 PS0188* NAVD 88 ORTHO HEIGHT -   501.681 (meters)     1645.93  (feet) ADJUSTED
 PS0188  ______________________________________________________________________
 PS0188  GEOID HEIGHT    -        -25.152 (meters)                     GEOID18
 PS0188  DYNAMIC HEIGHT  -        501.559 (meters)     1645.53  (feet) COMP
 PS0188  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 PS0188
 PS0188  VERT ORDER      -  SECOND    CLASS 0
 PS0188
 PS0188.The horizontal coordinates were scaled from a map and have
 PS0188.an estimated accuracy of +/- 6 seconds.
 PS0188
 PS0188.The orthometric height was determined by differential leveling and
 PS0188.adjusted by the NATIONAL GEODETIC SURVEY
 PS0188.in June 1991.
 PS0188
 PS0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0188.GEOID18 height accuracy estimate available here.
 PS0188
 PS0188.Click photographs - Photos may exist for this station.
 PS0188
 PS0188.The dynamic height is computed by dividing the NAVD 88
 PS0188.geopotential number by the normal gravity value computed on the
 PS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0188.degrees latitude (g = 980.6199 gals.).
 PS0188
 PS0188.The modeled gravity was interpolated from observed gravity values.
 PS0188
 PS0188;                    North         East    Units  Estimated Accuracy
 PS0188;SPC SD S     -   194,870.      714,310.      MT  (+/- 180 meters Scaled)
 PS0188
 PS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP075806(NAD 83)
 PS0188
 PS0188                          SUPERSEDED SURVEY CONTROL
 PS0188
 PS0188  NGVD 29 (??/??/92)  501.332  (m)         1644.79   (f) ADJ UNCH    2 0
 PS0188
 PS0188.Superseded values are not recommended for survey control.
 PS0188
 PS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0188.See file dsdata.pdf to determine how the superseded data were derived.
 PS0188
 PS0188_MARKER: DB = BENCH MARK DISK
 PS0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0188_SP_SET: BRIDGE
 PS0188_STAMPING: V 80 1934
 PS0188_MARK LOGO: CGS
 PS0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0188
 PS0188  HISTORY     - Date     Condition        Report By
 PS0188  HISTORY     - 1934     MONUMENTED       CGS
 PS0188
 PS0188                          STATION DESCRIPTION
 PS0188
 PS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0188'3 MI N FROM GANN VALLEY.
 PS0188'ABOUT 3 MILES NORTH OF GANN VALLEY TO THE JUNCTION OF STATE HYS
 PS0188'34 AND 45, THENCE 3.8 MILES EAST.  ALONG STATE HIGHWAY 34 AT 75
 PS0188'FOOT CONCRETE BRIDGE, 300 FEET EAST OF SECTION CORNER BETWEEN TWO
 PS0188'HILLS.  SET IN THE WEST END OF THE NORTH HUBGUARD, 0.5 FOOT ABOVE
 PS0188'ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0189 ***********************************************************************
 PS0189  DESIGNATION -  V 80 RESET
 PS0189  PID         -  PS0189
 PS0189  STATE/COUNTY-  SD/JERAULD
 PS0189  COUNTRY     -  US
 PS0189  USGS QUAD   -  GANNVALLEY (2017)
 PS0189
 PS0189                         *CURRENT SURVEY CONTROL
 PS0189  ______________________________________________________________________
 PS0189* NAD 83(1986) POSITION- 44 04 43.     (N) 098 54 22.     (W)   SCALED
 PS0189* NAVD 88 ORTHO HEIGHT -   502.01  (+/-2cm)     1647.0   (feet) VERTCON3
 PS0189  ______________________________________________________________________
 PS0189  GEOID HEIGHT    -        -25.152 (meters)                     GEOID18
 PS0189  VERT ORDER      -  THIRD (See Below)
 PS0189
 PS0189.The horizontal coordinates were scaled from a map and have
 PS0189.an estimated accuracy of +/- 6 seconds.
 PS0189
 PS0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0189
 PS0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0189.GEOID18 height accuracy estimate available here.
 PS0189
 PS0189.The vertical order pertains to the NGVD 29 superseded value.
 PS0189
 PS0189.Click photographs - Photos may exist for this station.
 PS0189
 PS0189;                    North         East    Units  Estimated Accuracy
 PS0189;SPC SD S     -   194,870.      714,310.      MT  (+/- 180 meters Scaled)
 PS0189
 PS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP075806(NAD 83)
 PS0189
 PS0189                          SUPERSEDED SURVEY CONTROL
 PS0189
 PS0189  NGVD 29 (??/??/??)  501.66   (m)         1645.9    (f) RESET       3  
 PS0189
 PS0189.Superseded values are not recommended for survey control.
 PS0189
 PS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0189.See file dsdata.pdf to determine how the superseded data were derived.
 PS0189
 PS0189_MARKER: DB = BENCH MARK DISK
 PS0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0189_SP_SET: BRIDGE
 PS0189_STAMPING: V 80 RESET 1952
 PS0189_MARK LOGO: CGS
 PS0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0189
 PS0189  HISTORY     - Date     Condition        Report By
 PS0189  HISTORY     - 1952     MONUMENTED       SDHD
 PS0189
 PS0189                          STATION DESCRIPTION
 PS0189
 PS0189'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0189'7 MI NE FROM GANNVALLEY.
 PS0189'IN JERAULD COUNTY, ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 45
 PS0189'FROM GANNVALLEY, BUFFALO COUNTY, THENCE ABOUT 4 MILES EAST ALONG
 PS0189'STATE HIGHWAY 34, AT A 105-FOOT CONCRETE BRIDGE, IN THE TOP OF THE
 PS0189'WEST ABUTMENT, AND 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 PS0189'AT SURVEY STATION 210 + 67.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0124 ***********************************************************************
 PS0124  DESIGNATION -  V 81
 PS0124  PID         -  PS0124
 PS0124  STATE/COUNTY-  SD/SANBORN
 PS0124  COUNTRY     -  US
 PS0124  USGS QUAD   -  WOONSOCKET (2017)
 PS0124
 PS0124                         *CURRENT SURVEY CONTROL
 PS0124  ______________________________________________________________________
 PS0124* NAD 83(1986) POSITION- 44 03 05.     (N) 098 16 37.     (W)   SCALED
 PS0124* NAVD 88 ORTHO HEIGHT -   398.371 (meters)     1306.99  (feet) ADJUSTED
 PS0124  ______________________________________________________________________
 PS0124  GEOID HEIGHT    -        -25.499 (meters)                     GEOID18
 PS0124  DYNAMIC HEIGHT  -        398.291 (meters)     1306.73  (feet) COMP
 PS0124  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 PS0124
 PS0124  VERT ORDER      -  SECOND    CLASS 0
 PS0124
 PS0124.The horizontal coordinates were scaled from a map and have
 PS0124.an estimated accuracy of +/- 6 seconds.
 PS0124
 PS0124.The orthometric height was determined by differential leveling and
 PS0124.adjusted by the NATIONAL GEODETIC SURVEY
 PS0124.in June 1991.
 PS0124
 PS0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0124.GEOID18 height accuracy estimate available here.
 PS0124
 PS0124.Click photographs - Photos may exist for this station.
 PS0124
 PS0124.The dynamic height is computed by dividing the NAVD 88
 PS0124.geopotential number by the normal gravity value computed on the
 PS0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0124.degrees latitude (g = 980.6199 gals.).
 PS0124
 PS0124.The modeled gravity was interpolated from observed gravity values.
 PS0124
 PS0124;                    North         East    Units  Estimated Accuracy
 PS0124;SPC SD S     -   192,900.      764,770.      MT  (+/- 180 meters Scaled)
 PS0124
 PS0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP579778(NAD 83)
 PS0124
 PS0124                          SUPERSEDED SURVEY CONTROL
 PS0124
 PS0124  NGVD 29 (??/??/92)  398.076  (m)         1306.02   (f) ADJ UNCH    2 0
 PS0124
 PS0124.Superseded values are not recommended for survey control.
 PS0124
 PS0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0124.See file dsdata.pdf to determine how the superseded data were derived.
 PS0124
 PS0124_MARKER: DB = BENCH MARK DISK
 PS0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0124_SP_SET: TOWER FOUNDATION
 PS0124_STAMPING: V 81 1934
 PS0124_MARK LOGO: CGS
 PS0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0124
 PS0124  HISTORY     - Date     Condition        Report By
 PS0124  HISTORY     - 1934     MONUMENTED       CGS
 PS0124
 PS0124                          STATION DESCRIPTION
 PS0124
 PS0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0124'AT WOONSOCKET.
 PS0124'AT WOONSOCKET, SANBORN COUNTY, AT THE CITY WATER TOWER, AND IN
 PS0124'THE SOUTH CORNER OF THE SOUTHEAST LEG FOUNDATION.  A STANDARD
 PS0124'DISK, STAMPED V 81 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0528 ***********************************************************************
 PR0528  DESIGNATION -  V 82
 PR0528  PID         -  PR0528
 PR0528  STATE/COUNTY-  SD/MINER
 PR0528  COUNTRY     -  US
 PR0528  USGS QUAD   -  HOWARD (2017)
 PR0528
 PR0528                         *CURRENT SURVEY CONTROL
 PR0528  ______________________________________________________________________
 PR0528* NAD 83(1986) POSITION- 44 02 17.     (N) 097 37 11.     (W)   SCALED
 PR0528* NAVD 88 ORTHO HEIGHT -   445.905 (meters)     1462.94  (feet) ADJUSTED
 PR0528  ______________________________________________________________________
 PR0528  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 PR0528  DYNAMIC HEIGHT  -        445.808 (meters)     1462.62  (feet) COMP
 PR0528  MODELED GRAVITY -    980,387.7   (mgal)                       NAVD 88
 PR0528
 PR0528  VERT ORDER      -  SECOND    CLASS 0
 PR0528
 PR0528.The horizontal coordinates were scaled from a map and have
 PR0528.an estimated accuracy of +/- 6 seconds.
 PR0528
 PR0528.The orthometric height was determined by differential leveling and
 PR0528.adjusted by the NATIONAL GEODETIC SURVEY
 PR0528.in June 1991.
 PR0528
 PR0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0528.GEOID18 height accuracy estimate available here.
 PR0528
 PR0528.Click photographs - Photos may exist for this station.
 PR0528
 PR0528.The dynamic height is computed by dividing the NAVD 88
 PR0528.geopotential number by the normal gravity value computed on the
 PR0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0528.degrees latitude (g = 980.6199 gals.).
 PR0528
 PR0528.The modeled gravity was interpolated from observed gravity values.
 PR0528
 PR0528;                    North         East    Units  Estimated Accuracy
 PR0528;SPC SD S     -   192,940.      817,460.      MT  (+/- 180 meters Scaled)
 PR0528
 PR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP105770(NAD 83)
 PR0528
 PR0528                          SUPERSEDED SURVEY CONTROL
 PR0528
 PR0528  NGVD 29 (??/??/92)  445.621  (m)         1462.01   (f) ADJ UNCH    2 0
 PR0528
 PR0528.Superseded values are not recommended for survey control.
 PR0528
 PR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0528.See file dsdata.pdf to determine how the superseded data were derived.
 PR0528
 PR0528_MARKER: DB = BENCH MARK DISK
 PR0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0528_SP_SET: BOX CULVERT
 PR0528_STAMPING: V 82 1934
 PR0528_MARK LOGO: CGS
 PR0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0528+STABILITY: SURFACE MOTION
 PR0528
 PR0528  HISTORY     - Date     Condition        Report By
 PR0528  HISTORY     - 1934     MONUMENTED       CGS
 PR0528
 PR0528                          STATION DESCRIPTION
 PR0528
 PR0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0528'2.6 MI SE FROM ARGONNA.
 PR0528'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PR0528'RAILWAY STATION AT ARGONNE, MINER COUNTY, ABOUT 14 POLES NORTHWEST
 PR0528'OF MILEPOST 100, ABOUT 300 FEET NORTHWEST OF A PUBLIC-ROAD
 PR0528'CROSSING, AT 4- BY 4-FOOT LIMESTONE BOX CULVERT 2818, IN THE
 PR0528'CENTER OF THE SOUTHEAST END OF THE SOUTHWEST LIMESTONE HEAD
 PR0528'WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 PR0528'STAMPED V 82 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0428 ***********************************************************************
 PR0428  DESIGNATION -  V 84
 PR0428  PID         -  PR0428
 PR0428  STATE/COUNTY-  SD/CODINGTON
 PR0428  COUNTRY     -  US
 PR0428  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0428
 PR0428                         *CURRENT SURVEY CONTROL
 PR0428  ______________________________________________________________________
 PR0428* NAD 83(1986) POSITION- 44 55 27.     (N) 097 08 49.     (W)   SCALED
 PR0428* NAVD 88 ORTHO HEIGHT -   526.046 (meters)     1725.87  (feet) ADJUSTED
 PR0428  ______________________________________________________________________
 PR0428  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 PR0428  DYNAMIC HEIGHT  -        525.969 (meters)     1725.62  (feet) COMP
 PR0428  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 PR0428
 PR0428  VERT ORDER      -  SECOND    CLASS 0
 PR0428
 PR0428.The horizontal coordinates were scaled from a map and have
 PR0428.an estimated accuracy of +/- 6 seconds.
 PR0428
 PR0428.The orthometric height was determined by differential leveling and
 PR0428.adjusted by the NATIONAL GEODETIC SURVEY
 PR0428.in June 1991.
 PR0428
 PR0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0428.GEOID18 height accuracy estimate available here.
 PR0428
 PR0428.Click photographs - Photos may exist for this station.
 PR0428
 PR0428.The dynamic height is computed by dividing the NAVD 88
 PR0428.geopotential number by the normal gravity value computed on the
 PR0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0428.degrees latitude (g = 980.6199 gals.).
 PR0428
 PR0428.The modeled gravity was interpolated from observed gravity values.
 PR0428
 PR0428;                    North         East    Units  Estimated Accuracy
 PR0428;SPC SD N     -   125,180.      825,190.      MT  (+/- 180 meters Scaled)
 PR0428
 PR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ462761(NAD 83)
 PR0428
 PR0428                          SUPERSEDED SURVEY CONTROL
 PR0428
 PR0428  NGVD 29 (??/??/92)  525.754  (m)         1724.91   (f) ADJ UNCH    2 0
 PR0428
 PR0428.Superseded values are not recommended for survey control.
 PR0428
 PR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0428.See file dsdata.pdf to determine how the superseded data were derived.
 PR0428
 PR0428_MARKER: DB = BENCH MARK DISK
 PR0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0428_STAMPING: V 84 1949
 PR0428_MARK LOGO: CGS
 PR0428_PROJECTION: FLUSH
 PR0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0428+STABILITY: SURFACE MOTION
 PR0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0428+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1995
 PR0428
 PR0428  HISTORY     - Date     Condition        Report By
 PR0428  HISTORY     - 1949     MONUMENTED       CGS
 PR0428  HISTORY     - 1965     GOOD             CGS
 PR0428  HISTORY     - 1971     GOOD             NGS
 PR0428  HISTORY     - 19951028 GOOD             NGS
 PR0428  HISTORY     - 19980531 GOOD             LOCENG
 PR0428  HISTORY     - 20111130 GOOD             USGS
 PR0428
 PR0428                          STATION DESCRIPTION
 PR0428
 PR0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PR0428'1.5 MI NW FROM WATERTOWN.
 PR0428'1.5 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY
 PR0428'(NOW OWNED BY THE CHICAGO AND NORTHWESTERN RAILROAD) FROM
 PR0428'THE STATION AT WATERTOWN, CODINGTON COUNTY, NEAR THE INTERSECTION
 PR0428'OF THE SIOUX CONIFER NURSERY ROAD AND S.D. HIGHWAY 20, 48 FEET
 PR0428'NORTHEAST OF THE NORTHEAST RAIL, 35 FEET WEST OF THE CENTERLINE
 PR0428'OF THE ROAD, 40 FT SE OF A LIGHT POLE, 1 FT SOUTHEAST OF A WHITE
 PR0428'WITNESS POST, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 PR0428'STAMPED V84 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PR0428'WITH THE GROUND.
 PR0428
 PR0428                          STATION RECOVERY (1971)
 PR0428
 PR0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PR0428'RECOVERED IN GOOD CONDITION.
 PR0428
 PR0428                          STATION RECOVERY (1995)
 PR0428
 PR0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0428'1.8 KM (1.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0428'U.S. HIGHWAY 81 IN WATERTOWN, THENCE 4.3 KM (2.65 MI) NORTHWESTERLY
 PR0428'ALONG STATE HIGHWAY 20, 36.9 M (121.1 FT) NORTHEAST OF THE CENTERLINE
 PR0428'OF THE NORTHBOUND LANES OF THE HIGHWAY, 19.0 M (62.3 FT) NORTHEAST OF
 PR0428'THE CENTER OF A BIKE PATH, 10.5 M (34.4 FT) WEST OF THE CENTER OF A
 PR0428'PAVED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE PAVED ROAD, 0.3 M
 PR0428'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PR0428'GROUND SURFACE.
 PR0428
 PR0428                          STATION RECOVERY (1998)
 PR0428
 PR0428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 PR0428'RECOVERED AS DESCRIBED.
 PR0428
 PR0428                          STATION RECOVERY (2011)
 PR0428
 PR0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2011 (RFT)
 PR0428'THIS MARK MAY BE SUITABLE FOR GPS OBSERVATIONS DURING TIMES OF THE
 PR0428'YEAR WHEN THE ADJACENT TREE HAS LOST ITS LEAVES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0288 ***********************************************************************
 QQ0288  DESIGNATION -  V 85
 QQ0288  PID         -  QQ0288
 QQ0288  STATE/COUNTY-  SD/CLARK
 QQ0288  COUNTRY     -  US
 QQ0288  USGS QUAD   -  CROCKER (2017)
 QQ0288
 QQ0288                         *CURRENT SURVEY CONTROL
 QQ0288  ______________________________________________________________________
 QQ0288* NAD 83(1986) POSITION- 45 06 07.     (N) 097 47 08.     (W)   SCALED
 QQ0288* NAVD 88 ORTHO HEIGHT -   543.829 (meters)     1784.21  (feet) ADJUSTED
 QQ0288  ______________________________________________________________________
 QQ0288  GEOID HEIGHT    -        -24.663 (meters)                     GEOID18
 QQ0288  DYNAMIC HEIGHT  -        543.760 (meters)     1783.99  (feet) COMP
 QQ0288  MODELED GRAVITY -    980,470.8   (mgal)                       NAVD 88
 QQ0288
 QQ0288  VERT ORDER      -  SECOND    CLASS 0
 QQ0288
 QQ0288.The horizontal coordinates were scaled from a map and have
 QQ0288.an estimated accuracy of +/- 6 seconds.
 QQ0288
 QQ0288.The orthometric height was determined by differential leveling and
 QQ0288.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0288.in June 1991.
 QQ0288
 QQ0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0288.GEOID18 height accuracy estimate available here.
 QQ0288
 QQ0288.Click photographs - Photos may exist for this station.
 QQ0288
 QQ0288.The dynamic height is computed by dividing the NAVD 88
 QQ0288.geopotential number by the normal gravity value computed on the
 QQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0288.degrees latitude (g = 980.6199 gals.).
 QQ0288
 QQ0288.The modeled gravity was interpolated from observed gravity values.
 QQ0288
 QQ0288;                    North         East    Units  Estimated Accuracy
 QQ0288;SPC SD N     -   143,360.      774,260.      MT  (+/- 180 meters Scaled)
 QQ0288
 QQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ955949(NAD 83)
 QQ0288
 QQ0288                          SUPERSEDED SURVEY CONTROL
 QQ0288
 QQ0288  NGVD 29 (??/??/92)  543.511  (m)         1783.17   (f) ADJ UNCH    2 0
 QQ0288
 QQ0288.Superseded values are not recommended for survey control.
 QQ0288
 QQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0288.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0288
 QQ0288_MARKER: DB = BENCH MARK DISK
 QQ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0288_STAMPING: V 85 1934
 QQ0288_MARK LOGO: CGS
 QQ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0288+STABILITY: SURFACE MOTION
 QQ0288
 QQ0288  HISTORY     - Date     Condition        Report By
 QQ0288  HISTORY     - 1934     MONUMENTED       CGS
 QQ0288
 QQ0288                          STATION DESCRIPTION
 QQ0288
 QQ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0288'AT CROCKER.
 QQ0288'AT CROCKER, CLARK COUNTY, AT THE MINNEAPOLIS AND ST. LOUIS
 QQ0288'RAILROAD STATION, ABOUT 18 POLES WEST OF MILEPOST 273, ABOUT 105
 QQ0288'FEET WEST OF A PUBLIC-ROAD CROSSING, 45 FEET SOUTH OF A BLADE
 QQ0288'SEMAPHORE, 36 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND
 QQ0288'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED V 85 1934
 QQ0288'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0109 ***********************************************************************
 QR0109  DESIGNATION -  V 86
 QR0109  PID         -  QR0109
 QR0109  STATE/COUNTY-  SD/SPINK
 QR0109  COUNTRY     -  US
 QR0109  USGS QUAD   -  NORTHVILLE (2017)
 QR0109
 QR0109                         *CURRENT SURVEY CONTROL
 QR0109  ______________________________________________________________________
 QR0109* NAD 83(1986) POSITION- 45 09 20.     (N) 098 30 02.     (W)   SCALED
 QR0109* NAVD 88 ORTHO HEIGHT -   397.057 (meters)     1302.68  (feet) ADJUSTED
 QR0109  ______________________________________________________________________
 QR0109  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 QR0109  DYNAMIC HEIGHT  -        397.020 (meters)     1302.56  (feet) COMP
 QR0109  MODELED GRAVITY -    980,511.6   (mgal)                       NAVD 88
 QR0109
 QR0109  VERT ORDER      -  SECOND    CLASS 0
 QR0109
 QR0109.The horizontal coordinates were scaled from a map and have
 QR0109.an estimated accuracy of +/- 6 seconds.
 QR0109
 QR0109.The orthometric height was determined by differential leveling and
 QR0109.adjusted by the NATIONAL GEODETIC SURVEY
 QR0109.in June 1991.
 QR0109
 QR0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0109.GEOID18 height accuracy estimate available here.
 QR0109
 QR0109.Click photographs - Photos may exist for this station.
 QR0109
 QR0109.The dynamic height is computed by dividing the NAVD 88
 QR0109.geopotential number by the normal gravity value computed on the
 QR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0109.degrees latitude (g = 980.6199 gals.).
 QR0109
 QR0109.The modeled gravity was interpolated from observed gravity values.
 QR0109
 QR0109;                    North         East    Units  Estimated Accuracy
 QR0109;SPC SD N     -   148,020.      717,890.      MT  (+/- 180 meters Scaled)
 QR0109
 QR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR392003(NAD 83)
 QR0109
 QR0109                          SUPERSEDED SURVEY CONTROL
 QR0109
 QR0109  NGVD 29 (??/??/92)  396.771  (m)         1301.74   (f) ADJ UNCH    2 0
 QR0109
 QR0109.Superseded values are not recommended for survey control.
 QR0109
 QR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0109.See file dsdata.pdf to determine how the superseded data were derived.
 QR0109
 QR0109_MARKER: DB = BENCH MARK DISK
 QR0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0109_SP_SET: BUILDING
 QR0109_STAMPING: V 86 1934
 QR0109_MARK LOGO: CGS
 QR0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0109
 QR0109  HISTORY     - Date     Condition        Report By
 QR0109  HISTORY     - 1934     MONUMENTED       CGS
 QR0109  HISTORY     - 19970422 MARK NOT FOUND   NGS
 QR0109
 QR0109                          STATION DESCRIPTION
 QR0109
 QR0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0109'AT MELLETTE.
 QR0109'AT MELLETTE, SPINK COUNTY, IN THE SOUTH BRICK WALL OF THE
 QR0109'HIGH SCHOOL BUILDING, 2.5 FEET EAST OF THE FRONT (EAST) ENTRANCE,
 QR0109'AND ABOUT 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 QR0109'V 86 1934 AND SET VERTICALLY.
 QR0109
 QR0109                          STATION RECOVERY (1997)
 QR0109
 QR0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0109'THERE IS A NEW SCHOOL AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0189 ***********************************************************************
 QR0189  DESIGNATION -  V 88
 QR0189  PID         -  QR0189
 QR0189  STATE/COUNTY-  SD/MCPHERSON
 QR0189  COUNTRY     -  US
 QR0189  USGS QUAD   -  LONG LAKE (2017)
 QR0189
 QR0189                         *CURRENT SURVEY CONTROL
 QR0189  ______________________________________________________________________
 QR0189* NAD 83(1986) POSITION- 45 45 59.     (N) 099 14 31.     (W)   SCALED
 QR0189* NAVD 88 ORTHO HEIGHT -   593.788 (meters)     1948.12  (feet) ADJUSTED
 QR0189  ______________________________________________________________________
 QR0189  GEOID HEIGHT    -        -23.196 (meters)                     GEOID18
 QR0189  DYNAMIC HEIGHT  -        593.740 (meters)     1947.96  (feet) COMP
 QR0189  MODELED GRAVITY -    980,514.1   (mgal)                       NAVD 88
 QR0189
 QR0189  VERT ORDER      -  SECOND    CLASS 0
 QR0189
 QR0189.The horizontal coordinates were scaled from a map and have
 QR0189.an estimated accuracy of +/- 6 seconds.
 QR0189
 QR0189.The orthometric height was determined by differential leveling and
 QR0189.adjusted by the NATIONAL GEODETIC SURVEY
 QR0189.in June 1991.
 QR0189
 QR0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0189.GEOID18 height accuracy estimate available here.
 QR0189
 QR0189.Click photographs - Photos may exist for this station.
 QR0189
 QR0189.The dynamic height is computed by dividing the NAVD 88
 QR0189.geopotential number by the normal gravity value computed on the
 QR0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0189.degrees latitude (g = 980.6199 gals.).
 QR0189
 QR0189.The modeled gravity was interpolated from observed gravity values.
 QR0189
 QR0189;                    North         East    Units  Estimated Accuracy
 QR0189;SPC SD N     -   215,090.      658,970.      MT  (+/- 180 meters Scaled)
 QR0189
 QR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR811681(NAD 83)
 QR0189
 QR0189                          SUPERSEDED SURVEY CONTROL
 QR0189
 QR0189  NGVD 29 (??/??/92)  593.416  (m)         1946.90   (f) ADJ UNCH    2 0
 QR0189
 QR0189.Superseded values are not recommended for survey control.
 QR0189
 QR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0189.See file dsdata.pdf to determine how the superseded data were derived.
 QR0189
 QR0189_MARKER: DB = BENCH MARK DISK
 QR0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0189_STAMPING: V 88 1934
 QR0189_MARK LOGO: CGS
 QR0189_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0189+STABILITY: SURFACE MOTION
 QR0189
 QR0189  HISTORY     - Date     Condition        Report By
 QR0189  HISTORY     - 1934     MONUMENTED       CGS
 QR0189  HISTORY     - 1965     MARK NOT FOUND   CGS
 QR0189  HISTORY     - 1965     MARK NOT FOUND   CGS
 QR0189
 QR0189                          STATION DESCRIPTION
 QR0189
 QR0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QR0189'18.1 MI E FROM EUREKA.
 QR0189'18.1 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 QR0189'AT LEOLA, MC PHERSON COUNTY, 18.9 MILES EAST OF EUREKA, AT A
 QR0189'CURVE TO THE SOUTH, 48.8 FEET WEST OF THE NORTH-AND-SOUTH
 QR0189'TANGENT, 33.0 FEET SOUTH OF THE EAST-AND-WEST TANGENT, 0.8 FOOT
 QR0189'SOUTH OF A WHITE REFERENCE POST, AND ABOUT 4 FEET LOWER THAN
 QR0189'THE HIGHWAY.  A STANDARD DISK, STAMPED V 88 1934 AND SET IN THE
 QR0189'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 QR0189
 QR0189                          STATION RECOVERY (1965)
 QR0189
 QR0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 QR0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0151 ***********************************************************************
 QR0151  DESIGNATION -  V 89
 QR0151  PID         -  QR0151
 QR0151  STATE/COUNTY-  SD/BROWN
 QR0151  COUNTRY     -  US
 QR0151  USGS QUAD   -  RICHMOND NW (2017)
 QR0151
 QR0151                         *CURRENT SURVEY CONTROL
 QR0151  ______________________________________________________________________
 QR0151* NAD 83(1986) POSITION- 45 44 10.     (N) 098 41 39.     (W)   SCALED
 QR0151* NAVD 88 ORTHO HEIGHT -   442.565 (meters)     1451.98  (feet) ADJUSTED
 QR0151  ______________________________________________________________________
 QR0151  GEOID HEIGHT    -        -24.100 (meters)                     GEOID18
 QR0151  DYNAMIC HEIGHT  -        442.543 (meters)     1451.91  (feet) COMP
 QR0151  MODELED GRAVITY -    980,552.2   (mgal)                       NAVD 88
 QR0151
 QR0151  VERT ORDER      -  SECOND    CLASS 0
 QR0151
 QR0151.The horizontal coordinates were scaled from a map and have
 QR0151.an estimated accuracy of +/- 6 seconds.
 QR0151
 QR0151.The orthometric height was determined by differential leveling and
 QR0151.adjusted by the NATIONAL GEODETIC SURVEY
 QR0151.in June 1991.
 QR0151
 QR0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0151.GEOID18 height accuracy estimate available here.
 QR0151
 QR0151.Click photographs - Photos may exist for this station.
 QR0151
 QR0151.The dynamic height is computed by dividing the NAVD 88
 QR0151.geopotential number by the normal gravity value computed on the
 QR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0151.degrees latitude (g = 980.6199 gals.).
 QR0151
 QR0151.The modeled gravity was interpolated from observed gravity values.
 QR0151
 QR0151;                    North         East    Units  Estimated Accuracy
 QR0151;SPC SD N     -   212,270.      701,630.      MT  (+/- 180 meters Scaled)
 QR0151
 QR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR237647(NAD 83)
 QR0151
 QR0151                          SUPERSEDED SURVEY CONTROL
 QR0151
 QR0151  NGVD 29 (??/??/92)  442.24   (m)         1450.9    (f) COMPUTED    2 0
 QR0151
 QR0151.Superseded values are not recommended for survey control.
 QR0151
 QR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0151.See file dsdata.pdf to determine how the superseded data were derived.
 QR0151
 QR0151_MARKER: DB = BENCH MARK DISK
 QR0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0151_SP_SET: CULVERT HEADWALL
 QR0151_STAMPING: V 89 1934
 QR0151_MARK LOGO: CGS
 QR0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0151+STABILITY: SURFACE MOTION
 QR0151
 QR0151  HISTORY     - Date     Condition        Report By
 QR0151  HISTORY     - 1934     MONUMENTED       CGS
 QR0151
 QR0151                          STATION DESCRIPTION
 QR0151
 QR0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0151'9.9 MI W FROM BARNARD.
 QR0151'9.9 MILES WEST OF THE BARNARD SCHOOL ALONG STATE HIGHWAY 10 AT
 QR0151'4 FOOT BY 6 FOOT R C B CULVERT AT T-FENCE NORTH.  120 FEET EAST
 QR0151'OF PRIVATE ENTRANCE TO FIELD.  SET IN THE CENTER OF THE NORTH
 QR0151'HEADWALL, 3.5 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0152 ***********************************************************************
 QR0152  DESIGNATION -  V 89 RESET
 QR0152  PID         -  QR0152
 QR0152  STATE/COUNTY-  SD/BROWN
 QR0152  COUNTRY     -  US
 QR0152  USGS QUAD   -  RICHMOND NW (2017)
 QR0152
 QR0152                         *CURRENT SURVEY CONTROL
 QR0152  ______________________________________________________________________
 QR0152* NAD 83(1986) POSITION- 45 44 09.     (N) 098 41 38.     (W)   SCALED
 QR0152* NAVD 88 ORTHO HEIGHT -   441.45  (meters)     1448.3   (feet) RESET
 QR0152  ______________________________________________________________________
 QR0152  GEOID HEIGHT    -        -24.100 (meters)                     GEOID18
 QR0152  VERT ORDER      -  THIRD
 QR0152
 QR0152.The horizontal coordinates were scaled from a map and have
 QR0152.an estimated accuracy of +/- 6 seconds.
 QR0152
 QR0152.The orthometric height was computed from unverified reset data.
 QR0152
 QR0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0152.GEOID18 height accuracy estimate available here.
 QR0152
 QR0152.Click photographs - Photos may exist for this station.
 QR0152
 QR0152;                    North         East    Units  Estimated Accuracy
 QR0152;SPC SD N     -   212,240.      701,650.      MT  (+/- 180 meters Scaled)
 QR0152
 QR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR238647(NAD 83)
 QR0152
 QR0152                          SUPERSEDED SURVEY CONTROL
 QR0152
 QR0152.No superseded survey control is available for this station.
 QR0152
 QR0152_MARKER: DB = BENCH MARK DISK
 QR0152_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QR0152_SP_SET: BOX CULVERT WINGWALL
 QR0152_STAMPING: V 89 RESET 1951
 QR0152_MARK LOGO: CGS
 QR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0152+STABILITY: SURFACE MOTION
 QR0152
 QR0152  HISTORY     - Date     Condition        Report By
 QR0152  HISTORY     - 1951     MONUMENTED       SDHD
 QR0152
 QR0152                          STATION DESCRIPTION
 QR0152
 QR0152'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1951
 QR0152'9.9 MI W FROM BARNARD.
 QR0152'9.9 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 QR0152'BARNARD, BROWN COUNTY, 120 FEET EAST OF THE PRIVATE ENTRANCE TO
 QR0152'A FIELD, AT A T-FENCE LEADING NORTH, AT A 4- BY 6-FOOT REINFORCED
 QR0152'CONCRETE-BOX CULVERT, AND IN THE TOP OF THE SOUTHWEST WING WALL.
 QR0152'A STANDARD DISK, STAMPED V 89 RESET 1951.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0292 ***********************************************************************
 OS0292  DESIGNATION -  V 9
 OS0292  PID         -  OS0292
 OS0292  STATE/COUNTY-  SD/JACKSON
 OS0292  COUNTRY     -  US
 OS0292  USGS QUAD   -  BELVIDERE SW (2017)
 OS0292
 OS0292                         *CURRENT SURVEY CONTROL
 OS0292  ______________________________________________________________________
 OS0292* NAD 83(1986) POSITION- 43 50 32.38   (N) 101 22 58.43   (W)   HD_HELD1
 OS0292* NAVD 88 ORTHO HEIGHT -   727.729 (meters)     2387.56  (feet) ADJUSTED
 OS0292  ______________________________________________________________________
 OS0292  GEOID HEIGHT    -        -22.106 (meters)                     GEOID18
 OS0292  DYNAMIC HEIGHT  -        727.493 (meters)     2386.78  (feet) COMP
 OS0292  MODELED GRAVITY -    980,270.1   (mgal)                       NAVD 88
 OS0292
 OS0292  VERT ORDER      -  FIRST     CLASS II
 OS0292
 OS0292.The horizontal coordinates were determined by differentially corrected
 OS0292.hand held GPS observations or other comparable positioning techniques
 OS0292.and have an estimated accuracy of +/- 3 meters.
 OS0292
 OS0292.The orthometric height was determined by differential leveling and
 OS0292.adjusted by the NATIONAL GEODETIC SURVEY
 OS0292.in June 1991.
 OS0292
 OS0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0292.GEOID18 height accuracy estimate available here.
 OS0292
 OS0292.Click photographs - Photos may exist for this station.
 OS0292
 OS0292.The dynamic height is computed by dividing the NAVD 88
 OS0292.geopotential number by the normal gravity value computed on the
 OS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0292.degrees latitude (g = 980.6199 gals.).
 OS0292
 OS0292.The modeled gravity was interpolated from observed gravity values.
 OS0292
 OS0292;                    North         East    Units  Estimated Accuracy
 OS0292;SPC SD S     -   168,170.5     515,605.3     MT  (+/- 3 meters HH1 GPS) 
 OS0292
 OS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0844557120(NAD 83)
 OS0292
 OS0292                          SUPERSEDED SURVEY CONTROL
 OS0292
 OS0292  NGVD 29 (??/??/92)  727.251  (m)         2385.99   (f) ADJ UNCH    1 2
 OS0292
 OS0292.Superseded values are not recommended for survey control.
 OS0292
 OS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0292.See file dsdata.pdf to determine how the superseded data were derived.
 OS0292
 OS0292_MARKER: DB = BENCH MARK DISK
 OS0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0292_STAMPING: V 9 1925 2385.989
 OS0292_MARK LOGO: CGS
 OS0292_PROJECTION: FLUSH
 OS0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0292+STABILITY: SURFACE MOTION
 OS0292
 OS0292  HISTORY     - Date     Condition        Report By
 OS0292  HISTORY     - 1925     MONUMENTED       CGS
 OS0292  HISTORY     - 1962     GOOD             CGS
 OS0292
 OS0292                          STATION DESCRIPTION
 OS0292
 OS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0292'5.9 MI W FROM BELVIDERE.
 OS0292'ABOUT 5.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0292'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, OR 7.1 MILES
 OS0292'NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OS0292'RAILROAD FROM THE STATION AT KADOKA, IN SECTION 28, T 2 S, R
 OS0292'23 E, 12 POLES EAST OF MILE POST 555 AND AT A ROAD CROSSING, 40
 OS0292'FEET SOUTH OF SOUTH RAIL, 80 FEET EAST OF THE CENTER LINE OF A
 OS0292'NORTH-SOUTH ROAD, 15 FEET SOUTHWEST OF A TELEPHONE POLE, 7 FEET
 OS0292'NORTH OF A FENCE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT
 OS0292'4 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 OS0292'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0047 ***********************************************************************
 QR0047  DESIGNATION -  V 90
 QR0047  PID         -  QR0047
 QR0047  STATE/COUNTY-  SD/BROWN
 QR0047  COUNTRY     -  US
 QR0047  USGS QUAD   -  HECLA SE (2017)
 QR0047
 QR0047                         *CURRENT SURVEY CONTROL
 QR0047  ______________________________________________________________________
 QR0047* NAD 83(1986) POSITION- 45 47 29.     (N) 098 00 35.     (W)   SCALED
 QR0047* NAVD 88 ORTHO HEIGHT -   393.937 (meters)     1292.44  (feet) ADJUSTED
 QR0047  ______________________________________________________________________
 QR0047  GEOID HEIGHT    -        -25.202 (meters)                     GEOID18
 QR0047  DYNAMIC HEIGHT  -        393.918 (meters)     1292.38  (feet) COMP
 QR0047  MODELED GRAVITY -    980,557.3   (mgal)                       NAVD 88
 QR0047
 QR0047  VERT ORDER      -  SECOND    CLASS 0
 QR0047
 QR0047.The horizontal coordinates were scaled from a map and have
 QR0047.an estimated accuracy of +/- 6 seconds.
 QR0047
 QR0047.The orthometric height was determined by differential leveling and
 QR0047.adjusted by the NATIONAL GEODETIC SURVEY
 QR0047.in June 1991.
 QR0047
 QR0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0047.GEOID18 height accuracy estimate available here.
 QR0047
 QR0047.Click photographs - Photos may exist for this station.
 QR0047
 QR0047.The dynamic height is computed by dividing the NAVD 88
 QR0047.geopotential number by the normal gravity value computed on the
 QR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0047.degrees latitude (g = 980.6199 gals.).
 QR0047
 QR0047.The modeled gravity was interpolated from observed gravity values.
 QR0047
 QR0047;                    North         East    Units  Estimated Accuracy
 QR0047;SPC SD N     -   219,500.      754,740.      MT  (+/- 180 meters Scaled)
 QR0047
 QR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR769713(NAD 83)
 QR0047
 QR0047                          SUPERSEDED SURVEY CONTROL
 QR0047
 QR0047  NGVD 29 (??/??/92)  393.64   (m)         1291.5    (f) COMPUTED    2 0
 QR0047
 QR0047.Superseded values are not recommended for survey control.
 QR0047
 QR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0047.See file dsdata.pdf to determine how the superseded data were derived.
 QR0047
 QR0047_MARKER: DB = BENCH MARK DISK
 QR0047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0047_SP_SET: CULVERT HEADWALL
 QR0047_STAMPING: V 90 1934
 QR0047_MARK LOGO: CGS
 QR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0047+STABILITY: SURFACE MOTION
 QR0047
 QR0047  HISTORY     - Date     Condition        Report By
 QR0047  HISTORY     - 1934     MONUMENTED       CGS
 QR0047
 QR0047                          STATION DESCRIPTION
 QR0047
 QR0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0047'11.9 MI E FROM HOUGHTON.
 QR0047'11.9 MILES EAST OF DEPOT AT HOUGHTON.  ALONG STATE HIGHWAY 10 AT
 QR0047'5 FOOT BY 5 FOOT RCB CULVERT 55 FEET EAST OF T FENCE SOUTH AT
 QR0047'BASE OF EAST SLOPE.  SET IN THE CENTER OF THE SOUTH HEADWALL, 3
 QR0047'FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0256 ***********************************************************************
 QQ0256  DESIGNATION -  V 91
 QQ0256  PID         -  QQ0256
 QQ0256  STATE/COUNTY-  SD/DAY
 QQ0256  COUNTRY     -  US
 QQ0256  USGS QUAD   -  PIERPONT (2017)
 QQ0256
 QQ0256                         *CURRENT SURVEY CONTROL
 QQ0256  ______________________________________________________________________
 QQ0256* NAD 83(1986) POSITION- 45 29 37.     (N) 097 49 55.     (W)   SCALED
 QQ0256* NAVD 88 ORTHO HEIGHT -   461.016 (meters)     1512.52  (feet) ADJUSTED
 QQ0256  ______________________________________________________________________
 QQ0256  GEOID HEIGHT    -        -24.925 (meters)                     GEOID18
 QQ0256  DYNAMIC HEIGHT  -        460.980 (meters)     1512.40  (feet) COMP
 QQ0256  MODELED GRAVITY -    980,525.3   (mgal)                       NAVD 88
 QQ0256
 QQ0256  VERT ORDER      -  SECOND    CLASS 0
 QQ0256
 QQ0256.The horizontal coordinates were scaled from a map and have
 QQ0256.an estimated accuracy of +/- 6 seconds.
 QQ0256
 QQ0256.The orthometric height was determined by differential leveling and
 QQ0256.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0256.in June 1991.
 QQ0256
 QQ0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0256.GEOID18 height accuracy estimate available here.
 QQ0256
 QQ0256.Click photographs - Photos may exist for this station.
 QQ0256
 QQ0256.The dynamic height is computed by dividing the NAVD 88
 QQ0256.geopotential number by the normal gravity value computed on the
 QQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0256.degrees latitude (g = 980.6199 gals.).
 QQ0256
 QQ0256.The modeled gravity was interpolated from observed gravity values.
 QQ0256
 QQ0256;                    North         East    Units  Estimated Accuracy
 QQ0256;SPC SD N     -   186,770.      769,450.      MT  (+/- 180 meters Scaled)
 QQ0256
 QQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR912384(NAD 83)
 QQ0256
 QQ0256                          SUPERSEDED SURVEY CONTROL
 QQ0256
 QQ0256  NGVD 29 (??/??/92)  460.727  (m)         1511.57   (f) ADJ UNCH    2 0
 QQ0256
 QQ0256.Superseded values are not recommended for survey control.
 QQ0256
 QQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0256.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0256
 QQ0256_MARKER: DB = BENCH MARK DISK
 QQ0256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0256_SP_SET: BANNISTER
 QQ0256_STAMPING: V 91 1934
 QQ0256_MARK LOGO: CGS
 QQ0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0256
 QQ0256  HISTORY     - Date     Condition        Report By
 QQ0256  HISTORY     - 1934     MONUMENTED       CGS
 QQ0256  HISTORY     - 1958     MARK NOT FOUND   CGS
 QQ0256
 QQ0256                          STATION DESCRIPTION
 QQ0256
 QQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0256'AT PIERPONT.
 QQ0256'AT PIERPONT, DAY COUNTY, AT THE PUBLIC SCHOOL BUILDING, ON THE
 QQ0256'WEST SIDE OF THE BUILDING, IN THE TOP OF THE RETAINING WALL OF
 QQ0256'THE BASEMENT STEPS, IN THE SOUTH END OF THE BANNISTER, AND ABOUT
 QQ0256'4 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED V 91 1934.
 QQ0256
 QQ0256                          STATION RECOVERY (1958)
 QQ0256
 QQ0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 QQ0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0162 ***********************************************************************
 QQ0162  DESIGNATION -  V 92
 QQ0162  PID         -  QQ0162
 QQ0162  STATE/COUNTY-  SD/ROBERTS
 QQ0162  COUNTRY     -  US
 QQ0162  USGS QUAD   -  LA MARS (2018)
 QQ0162
 QQ0162                         *CURRENT SURVEY CONTROL
 QQ0162  ______________________________________________________________________
 QQ0162* NAD 83(1986) POSITION- 45 53 20.     (N) 096 41 52.     (W)   SCALED
 QQ0162* NAVD 88 ORTHO HEIGHT -   318.964 (meters)     1046.47  (feet) ADJUSTED
 QQ0162  ______________________________________________________________________
 QQ0162  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 QQ0162  DYNAMIC HEIGHT  -        318.960 (meters)     1046.45  (feet) COMP
 QQ0162  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QQ0162
 QQ0162  VERT ORDER      -  SECOND    CLASS 0
 QQ0162
 QQ0162.The horizontal coordinates were scaled from a map and have
 QQ0162.an estimated accuracy of +/- 6 seconds.
 QQ0162
 QQ0162.The orthometric height was determined by differential leveling and
 QQ0162.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0162.in June 1991.
 QQ0162
 QQ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0162.GEOID18 height accuracy estimate available here.
 QQ0162
 QQ0162.Click photographs - Photos may exist for this station.
 QQ0162
 QQ0162.The dynamic height is computed by dividing the NAVD 88
 QQ0162.geopotential number by the normal gravity value computed on the
 QQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0162.degrees latitude (g = 980.6199 gals.).
 QQ0162
 QQ0162.The modeled gravity was interpolated from observed gravity values.
 QQ0162
 QQ0162;                    North         East    Units  Estimated Accuracy
 QQ0162;SPC SD N     -   233,660.      856,250.      MT  (+/- 180 meters Scaled)
 QQ0162
 QQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR786842(NAD 83)
 QQ0162
 QQ0162                          SUPERSEDED SURVEY CONTROL
 QQ0162
 QQ0162  NGVD 29 (??/??/92)  318.758  (m)         1045.79   (f) ADJ UNCH    2 0
 QQ0162
 QQ0162.Superseded values are not recommended for survey control.
 QQ0162
 QQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0162.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0162
 QQ0162_MARKER: DB = BENCH MARK DISK
 QQ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0162_STAMPING: V 92 1934
 QQ0162_MARK LOGO: CGS
 QQ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0162+STABILITY: SURFACE MOTION
 QQ0162
 QQ0162  HISTORY     - Date     Condition        Report By
 QQ0162  HISTORY     - 1934     MONUMENTED       CGS
 QQ0162  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0162
 QQ0162                          STATION DESCRIPTION
 QQ0162
 QQ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0162'2.5 MI NE FROM ROSHOLT.
 QQ0162'2.5 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0162'STE. MARIE RAILWAY FROM THE STATION AT ROSHOLT, ROBERTS COUNTY,
 QQ0162'ABOUT 5-1/2 POLES NORTHEAST OF MILEPOST 16, ABOUT 219 FEET
 QQ0162'SOUTHWEST OF THE BEGINNING OF A 6-FOOT CUT, 28 FEET NORTHWEST
 QQ0162'OF THE CENTER LINE OF THE TRACK, AND ABOUT 3.5 FEET LOWER THAN
 QQ0162'THE TRACK.  A STANDARD DISK, STAMPED V 92 1934 AND SET IN THE
 QQ0162'TOP OF A CONCRETE POST.  NOTE-- MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0162'STE. MARIE RAILWAY IS NOW THE SOO LINE RAILROAD.
 QQ0162
 QQ0162                          STATION RECOVERY (1972)
 QQ0162
 QQ0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0340 ***********************************************************************
 PR0340  DESIGNATION -  V 93 RESET
 PR0340  PID         -  PR0340
 PR0340  STATE/COUNTY-  SD/DEUEL
 PR0340  COUNTRY     -  US
 PR0340  USGS QUAD   -  TORONTO (2017)
 PR0340
 PR0340                         *CURRENT SURVEY CONTROL
 PR0340  ______________________________________________________________________
 PR0340* NAD 83(1986) POSITION- 44 34 22.     (N) 096 41 25.     (W)   SCALED
 PR0340* NAVD 88 ORTHO HEIGHT -   570.290 (meters)     1871.03  (feet) ADJUSTED
 PR0340  ______________________________________________________________________
 PR0340  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 PR0340  DYNAMIC HEIGHT  -        570.193 (meters)     1870.71  (feet) COMP
 PR0340  MODELED GRAVITY -    980,429.5   (mgal)                       NAVD 88
 PR0340
 PR0340  VERT ORDER      -  SECOND    CLASS 0
 PR0340
 PR0340.The horizontal coordinates were scaled from a map and have
 PR0340.an estimated accuracy of +/- 6 seconds.
 PR0340
 PR0340.The orthometric height was determined by differential leveling and
 PR0340.adjusted by the NATIONAL GEODETIC SURVEY
 PR0340.in June 1991.
 PR0340
 PR0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0340.GEOID18 height accuracy estimate available here.
 PR0340
 PR0340.Click photographs - Photos may exist for this station.
 PR0340
 PR0340.The dynamic height is computed by dividing the NAVD 88
 PR0340.geopotential number by the normal gravity value computed on the
 PR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0340.degrees latitude (g = 980.6199 gals.).
 PR0340
 PR0340.The modeled gravity was interpolated from observed gravity values.
 PR0340
 PR0340;                    North         East    Units  Estimated Accuracy
 PR0340;SPC SD N     -    87,540.      862,810.      MT  (+/- 180 meters Scaled)
 PR0340
 PR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ833380(NAD 83)
 PR0340
 PR0340                          SUPERSEDED SURVEY CONTROL
 PR0340
 PR0340  NGVD 29 (??/??/92)  570.018  (m)         1870.13   (f) ADJ UNCH    2 0
 PR0340
 PR0340.Superseded values are not recommended for survey control.
 PR0340
 PR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0340.See file dsdata.pdf to determine how the superseded data were derived.
 PR0340
 PR0340_MARKER: DB = BENCH MARK DISK
 PR0340_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0340_SP_SET: BOX CULVERT
 PR0340_STAMPING: V 93 RESET 1941
 PR0340_MARK LOGO: CGS
 PR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0340+STABILITY: SURFACE MOTION
 PR0340
 PR0340  HISTORY     - Date     Condition        Report By
 PR0340  HISTORY     - 1941     MONUMENTED       SDHD
 PR0340  HISTORY     - 1941     GOOD             CGS
 PR0340
 PR0340                          STATION DESCRIPTION
 PR0340
 PR0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PR0340'2.3 MI W FROM TORONTO.
 PR0340'2.1 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO, ROCK
 PR0340'ISLAND AND PACIFIC RAILROAD STATION AT TORONTO, THENCE 0.2 MILE
 PR0340'WEST ALONG U.S. HIGHWAY 77, 20 FEET NORTH OF THE CENTER LINE OF
 PR0340'THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, 4.0 FEET EAST OF THE
 PR0340'WEST END OF AND SET IN THE TOP OF THE NORTH HEADWALL OF AN 8 X 10
 PR0340'FOOT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0222 ***********************************************************************
 PR0222  DESIGNATION -  V 95
 PR0222  PID         -  PR0222
 PR0222  STATE/COUNTY-  SD/BROOKINGS
 PR0222  COUNTRY     -  US
 PR0222  USGS QUAD   -  AURORA (2017)
 PR0222
 PR0222                         *CURRENT SURVEY CONTROL
 PR0222  ______________________________________________________________________
 PR0222* NAD 83(1986) POSITION- 44 16 27.     (N) 096 38 46.     (W)   SCALED
 PR0222* NAVD 88 ORTHO HEIGHT -   494.771 (meters)     1623.26  (feet) ADJUSTED
 PR0222  ______________________________________________________________________
 PR0222  GEOID HEIGHT    -        -25.640 (meters)                     GEOID18
 PR0222  DYNAMIC HEIGHT  -        494.673 (meters)     1622.94  (feet) COMP
 PR0222  MODELED GRAVITY -    980,405.2   (mgal)                       NAVD 88
 PR0222
 PR0222  VERT ORDER      -  SECOND    CLASS 0
 PR0222
 PR0222.The horizontal coordinates were scaled from a map and have
 PR0222.an estimated accuracy of +/- 6 seconds.
 PR0222
 PR0222.The orthometric height was determined by differential leveling and
 PR0222.adjusted by the NATIONAL GEODETIC SURVEY
 PR0222.in June 1991.
 PR0222
 PR0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0222.GEOID18 height accuracy estimate available here.
 PR0222
 PR0222.Click photographs - Photos may exist for this station.
 PR0222
 PR0222.The dynamic height is computed by dividing the NAVD 88
 PR0222.geopotential number by the normal gravity value computed on the
 PR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0222.degrees latitude (g = 980.6199 gals.).
 PR0222
 PR0222.The modeled gravity was interpolated from observed gravity values.
 PR0222
 PR0222;                    North         East    Units  Estimated Accuracy
 PR0222;SPC SD N     -    54,530.      867,690.      MT  (+/- 180 meters Scaled)
 PR0222
 PR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ878050(NAD 83)
 PR0222
 PR0222                          SUPERSEDED SURVEY CONTROL
 PR0222
 PR0222  NGVD 29 (??/??/92)  494.516  (m)         1622.42   (f) ADJ UNCH    2 0
 PR0222
 PR0222.Superseded values are not recommended for survey control.
 PR0222
 PR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0222.See file dsdata.pdf to determine how the superseded data were derived.
 PR0222
 PR0222_MARKER: DB = BENCH MARK DISK
 PR0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0222_STAMPING: V 95 1934
 PR0222_MARK LOGO: CGS
 PR0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0222+STABILITY: SURFACE MOTION
 PR0222
 PR0222  HISTORY     - Date     Condition        Report By
 PR0222  HISTORY     - 1934     MONUMENTED       CGS
 PR0222  HISTORY     - 1969     GOOD             USGS
 PR0222  HISTORY     - 19980925 GOOD             LOCENG
 PR0222
 PR0222                          STATION DESCRIPTION
 PR0222
 PR0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0222'2.1 MI E FROM AURORA.
 PR0222'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0222'THE STATION AT AURORA, BROOKINGS COUNTY, ONE POLE WEST OF
 PR0222'MILEPOST 283, 102 FEET NORTH OF THE CENTER LINE OF THE TRACK, 2
 PR0222'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 5 FEET EAST OF A
 PR0222'NORTH-AND-SOUTH FENCE, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A
 PR0222'STANDARD DISK, STAMPED V 95 1934 AND SET IN THE TOP OF A
 PR0222'CONCRETE POST.
 PR0222
 PR0222                          STATION RECOVERY (1969)
 PR0222
 PR0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PR0222'RECOVERED IN GOOD CONDITION.
 PR0222
 PR0222                          STATION RECOVERY (1998)
 PR0222
 PR0222'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (MD)
 PR0222'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2274 ***********************************************************************
 PU2274  DESIGNATION -  VALE
 PU2274  PID         -  PU2274
 PU2274  STATE/COUNTY-  SD/BUTTE
 PU2274  COUNTRY     -  US
 PU2274  USGS QUAD   -  NEWELL (2017)
 PU2274
 PU2274                         *CURRENT SURVEY CONTROL
 PU2274  ______________________________________________________________________
 PU2274* NAD 83(1996) POSITION- 44 38 40.06327(N) 103 23 19.62560(W)   ADJUSTED
 PU2274* NAVD 88 ORTHO HEIGHT -   887.    (meters)     2910.    (feet) SCALED
 PU2274  ______________________________________________________________________
 PU2274  GEOID HEIGHT    -        -16.381 (meters)                     GEOID18
 PU2274  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 PU2274  HORZ ORDER      -  SECOND
 PU2274
 PU2274.The horizontal coordinates were established by classical geodetic methods
 PU2274.and adjusted by the National Geodetic Survey in January 1998.
 PU2274
 PU2274.The orthometric height was scaled from a topographic map.
 PU2274
 PU2274.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2274.GEOID18 height accuracy estimate available here.
 PU2274
 PU2274.Click photographs - Photos may exist for this station.
 PU2274
 PU2274.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2274
 PU2274. The following values were computed from the NAD 83(1996) position.
 PU2274
 PU2274;                    North         East     Units Scale Factor Converg.
 PU2274;SPC SD N     -    95,760.125   331,245.904   MT  0.99996416   -2 23 54.1
 PU2274;SPC SD N     -   314,173.01  1,086,762.60   sFT  0.99996416   -2 23 54.1
 PU2274;UTM  13      - 4,944,718.473   627,771.522   MT  0.99980076   +1 07 56.5
 PU2274
 PU2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2274!SPC SD N     -   0.99986344  x   0.99996416  =   0.99982760
 PU2274!UTM  13      -   0.99986344  x   0.99980076  =   0.99966422
 PU2274
 PU2274:                Primary Azimuth Mark                     Grid Az
 PU2274:SPC SD N     -  VALE AZ MK                               166 09 29.1
 PU2274:UTM  13      -  VALE AZ MK                               162 37 38.5
 PU2274
 PU2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2777144718(NAD 83)
 PU2274
 PU2274|---------------------------------------------------------------------|
 PU2274| PID    Reference Object                     Distance      Geod. Az  |
 PU2274|                                                           dddmmss.s |
 PU2274| CQ4308 VALE AZ MK                                         1634535.0 |
 PU2274| CQ4309 VALE RM 1                             8.492 METERS 20024     |
 PU2274| PU2273 WILSON                                3.498 METERS 28810     |
 PU2274| CQ4310 VALE RM 2                             8.998 METERS 30833     |
 PU2274| PU2272 NEWELL MUNICIPAL TANK               APPROX. 8.5 KM 3383707.9 |
 PU2274|---------------------------------------------------------------------|
 PU2274
 PU2274                          SUPERSEDED SURVEY CONTROL
 PU2274
 PU2274  NAD 83(1993)-  44 38 40.05665(N)    103 23 19.62584(W) AD(       ) 2
 PU2274  NAD 83(1986)-  44 38 40.05274(N)    103 23 19.62174(W) AD(       ) 2
 PU2274  NAD 27      -  44 38 40.10400(N)    103 23 17.95120(W) AD(       ) 2
 PU2274
 PU2274.Superseded values are not recommended for survey control.
 PU2274
 PU2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2274.See file dsdata.pdf to determine how the superseded data were derived.
 PU2274
 PU2274_MARKER: DS = TRIANGULATION STATION DISK
 PU2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2274_STAMPING: VALE 1951
 PU2274_MARK LOGO: CGS
 PU2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2274+STABILITY: SURFACE MOTION
 PU2274
 PU2274  HISTORY     - Date     Condition        Report By
 PU2274  HISTORY     - 1951     MONUMENTED       CGS
 PU2274  HISTORY     - 1962     GOOD             CGS
 PU2274
 PU2274                          STATION DESCRIPTION
 PU2274
 PU2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2274'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NEWELL, ON THE
 PU2274'SUMMIT OF A HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PU2274'VICINITY, AND ON LAND OWNED BY A. SCHIEK.  IT IS 10 FEET
 PU2274'NORTHWEST OF A WITNESS POST.
 PU2274'
 PU2274'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL.  GO SOUTH
 PU2274'ON U.S. HIGHWAY 212 AND STATE HIGHWAY 79 FOR 3.7 MILES TO
 PU2274'THEIR JUNCTION.  CONTINUE SOUTH ON HIGHWAY 79 FOR 2.1 MILES
 PU2274'TO A CROSSROADS.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A
 PU2274'T-ROAD.  TURN RIGHT AND GO SOUTH 0.3 MILE TO A GATE ON THE
 PU2274'RIGHT.  (THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THIS POINT)
 PU2274'PASS THROUGH THE GATE AND GO WEST 0.1 MILE TO THE HIGHEST
 PU2274'POINT AND THE STATION.
 PU2274'
 PU2274'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2274'12-INCH CONCRETE CYLINDER THAT PROJECTS 10 INCHES.  THE DISK
 PU2274'IS STAMPED VALE 1951.
 PU2274'
 PU2274'REFERENCE MARK NO. 1 IS 24 FEET SOUTHWEST OF THE WITNESS POST.
 PU2274'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2274'CONCRETE CYLINDER THAT PROJECTS 8 INCHES.  THE DISK IS
 PU2274'STAMPED VALE NO 1 1951.
 PU2274'
 PU2274'REFERENCE MARK NO. 2 IS 39 FEET NORTHWEST OF THE WITNESS POST.
 PU2274'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 PU2274'CYLINDER THAT PROJECTS 7 INCHES.  THE DISK IS STAMPED VALE
 PU2274'NO 2 1951.
 PU2274'
 PU2274'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF A GRAVELED
 PU2274'ROAD, 13 FEET SOUTH OF THE CENTER OF AN ENTRANCE DRIVE AND 5
 PU2274'FEET SOUTHWEST OF A GATE.  THE MARK IS A STANDARD DISK SET
 PU2274'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 9
 PU2274'INCHES.  THE DISK IS STAMPED VALE 1951.
 PU2274'
 PU2274'WILSON (USGS) IS 21 FEET NORTHWEST OF THE WITNESS POST.  THE
 PU2274'MARK IS A BRONZE BENCH MARK CAP, OF THE UNITED STATES GEOLOGICAL
 PU2274'SURVEY, BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 PU2274'12 INCHES.  THE CAP IS NOT STAMPED.
 PU2274
 PU2274                          STATION RECOVERY (1962)
 PU2274
 PU2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2274'STATION MARK, REFERENCE MARKS 1 AND 2, AZIMUTH MARK AND WILSON
 PU2274'(USGS) WERE RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 PU2274'TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL
 PU2274'MARKS WAS CONSIDERED SATISFACTORY.  THE ORIGINAL DESCRIPTION
 PU2274'TO REACH THE STATION IS ADEQUATE.
 PU2274'
 PU2274'ADDITIONAL MEASUREMENTS BETWEEN REFERENCE MARKS WAS MADE AS
 PU2274'FOLLOWS.  R.M. 1 TO R.M. 2 14.168M (46.48 FT), WILSON (USGS)
 PU2274'TO R.M. 1 9.070 M (29.76 FT.), WILSON (USGS) TO R.M. 2 5.852 M
 PU2274'(19.20) FT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0998 ***********************************************************************
 PU0998  DESIGNATION -  VALVE
 PU0998  PID         -  PU0998
 PU0998  STATE/COUNTY-  SD/MEADE
 PU0998  COUNTRY     -  US
 PU0998  USGS QUAD   -  REDOWL (2017)
 PU0998
 PU0998                         *CURRENT SURVEY CONTROL
 PU0998  ______________________________________________________________________
 PU0998* NAD 83(1996) POSITION- 44 43 09.21783(N) 102 35 30.26753(W)   ADJUSTED
 PU0998* NAVD 88 ORTHO HEIGHT -   896.833 (meters)     2942.36  (feet) ADJUSTED
 PU0998  ______________________________________________________________________
 PU0998  GEOID HEIGHT    -        -18.220 (meters)                     GEOID18
 PU0998  LAPLACE CORR    -         -7.50  (seconds)                    DEFLEC18
 PU0998  DYNAMIC HEIGHT  -        896.616 (meters)     2941.65  (feet) COMP
 PU0998  MODELED GRAVITY -    980,344.7   (mgal)                       NAVD 88
 PU0998
 PU0998  HORZ ORDER      -  SECOND
 PU0998  VERT ORDER      -  SECOND    CLASS 0
 PU0998
 PU0998.The horizontal coordinates were established by classical geodetic methods
 PU0998.and adjusted by the National Geodetic Survey in January 1998.
 PU0998
 PU0998.The orthometric height was determined by differential leveling and
 PU0998.adjusted by the NATIONAL GEODETIC SURVEY
 PU0998.in June 1991.
 PU0998
 PU0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0998.GEOID18 height accuracy estimate available here.
 PU0998
 PU0998.Click photographs - Photos may exist for this station.
 PU0998
 PU0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0998
 PU0998.The dynamic height is computed by dividing the NAVD 88
 PU0998.geopotential number by the normal gravity value computed on the
 PU0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0998.degrees latitude (g = 980.6199 gals.).
 PU0998
 PU0998.The modeled gravity was interpolated from observed gravity values.
 PU0998
 PU0998. The following values were computed from the NAD 83(1996) position.
 PU0998
 PU0998;                    North         East     Units Scale Factor Converg.
 PU0998;SPC SD N     -   101,728.896   394,698.010   MT  0.99995581   -1 50 03.4
 PU0998;SPC SD N     -   333,755.55  1,294,938.39   sFT  0.99995581   -1 50 03.4
 PU0998;UTM  13      - 4,954,582.186   690,732.994   MT  1.00004737   +1 41 42.1
 PU0998
 PU0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0998!SPC SD N     -   0.99986226  x   0.99995581  =   0.99981808
 PU0998!UTM  13      -   0.99986226  x   1.00004737  =   0.99990962
 PU0998
 PU0998:                Primary Azimuth Mark                     Grid Az
 PU0998:SPC SD N     -  ZIPPER                                   196 30 30.5
 PU0998:UTM  13      -  ZIPPER                                   192 58 45.0
 PU0998
 PU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9073254582(NAD 83)
 PU0998
 PU0998|---------------------------------------------------------------------|
 PU0998| PID    Reference Object                     Distance      Geod. Az  |
 PU0998|                                                           dddmmss.s |
 PU0998| PU0997 VALVE RM 1                            9.215 METERS 08344     |
 PU0998| PU2232 ZIPPER                              APPROX. 8.2 KM 1944027.1 |
 PU0998| PU0999 VALVE RM 2                            9.806 METERS 27549     |
 PU0998|---------------------------------------------------------------------|
 PU0998
 PU0998                          SUPERSEDED SURVEY CONTROL
 PU0998
 PU0998  NAD 83(1993)-  44 43 09.21002(N)    102 35 30.26722(W) AD(       ) 2
 PU0998  NAD 83(1986)-  44 43 09.20957(N)    102 35 30.26689(W) AD(       ) 2
 PU0998  NAD 27      -  44 43 09.24800(N)    102 35 28.66670(W) AD(       ) 2
 PU0998  NGVD 29 (??/??/92)  896.366  (m)         2940.83   (f) ADJ UNCH    2 0
 PU0998  NGVD 29             896.37   (m)         2940.8    (f) LEVELING    3  
 PU0998
 PU0998.Superseded values are not recommended for survey control.
 PU0998
 PU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0998.See file dsdata.pdf to determine how the superseded data were derived.
 PU0998
 PU0998_MARKER: DS = TRIANGULATION STATION DISK
 PU0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0998_STAMPING: VALE 1962
 PU0998_MARK LOGO: CGS
 PU0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0998+STABILITY: SURFACE MOTION
 PU0998
 PU0998  HISTORY     - Date     Condition        Report By
 PU0998  HISTORY     - 1962     MONUMENTED       CGS
 PU0998  HISTORY     - 1962     GOOD             CGS
 PU0998  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0998
 PU0998                          STATION DESCRIPTION
 PU0998
 PU0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0998'THE STATION IS 3-1/2 MILES EAST-SOUTHEAST OF STONEVILLE, 2-1/4
 PU0998'MILES NORTHWEST OF RED OWL, IN THE SOUTHWEST 1/4 OF SECTION 19,
 PU0998'T 9 N, R 13 E, ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST ROAD,
 PU0998'AT A POINT WHERE THE ROAD CROSSES THE SUMMIT OF A RIDGE AND
 PU0998'JOGS TO THE SOUTH.  A TRANSFORMER STATION FOR AN ELECTRIC
 PU0998'LINE IS BEING CONSTRUCTED ON THE SUMMIT OF THE STATION
 PU0998'RIDGE, ABOUT 0.15 MILE NORTHWEST OF THE STATION SITE.
 PU0998'
 PU0998'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 PU0998'AT STONEVILLE, DRIVE SOUTH ON THE GRAVELED ROAD FOR 1.0
 PU0998'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND CONTINUE EAST
 PU0998'ON THE BLADED ROAD FOR 3.0 MILES TO THE SUMMIT OF A RIDGE,
 PU0998'A JOG IN THE ROAD AND THE STATION ON THE LEFT.
 PU0998'
 PU0998'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 PU0998'EACH STAMPED VALVE 1962.  THE SURFACE MARK IS SET IN THE TOP
 PU0998'OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU0998'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 75.0
 PU0998'FEET NORTH OF THE CENTER OF THE BLADED ROAD, AND 4.3 FEET
 PU0998'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND A METAL WITNESS POST
 PU0998'WITH SIGN.
 PU0998'
 PU0998'REFERENCE MARK 1, A STANDARD DISK STAMPED VALVE NO 1 1962,
 PU0998'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12
 PU0998'INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.
 PU0998'IT IS 78 FEET NORTH OF THE CENTER OF THE ROAD, 1.0 FOOT
 PU0998'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND ABOUT 1.0 FOOT
 PU0998'LOWER IN ELEVATION THAN THE STATION MARK.
 PU0998'
 PU0998'REFERENCE MARK 2, A STANDARD DISK STAMPED VALVE NO 2 1962,
 PU0998'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU0998'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 PU0998'GROUND.  IT IS 73 FEET NORTH OF THE CENTER OF THE BLADED
 PU0998'ROAD AND 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 PU0998
 PU0998                          STATION RECOVERY (1962)
 PU0998
 PU0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0998'4.1 MI SE FROM STONEVILLE.
 PU0998'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0998'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, AT THE SUMMIT OF
 PU0998'A HILL, 0.1 MILE EAST OF A NORTH-SOUTH CROSS ROAD, ABOUT 0.1
 PU0998'MILE SOUTHEAST OF A POWER SUBSTATION, 73 FEET NORTH-NORTHEAST
 PU0998'OF THE CENTER LINE OF THE ROAD, 30.6 FEET WEST OF REFERENCE
 PU0998'MARK 1, 33.0 FEET EAST OF REFERENCE MARK 2, 4.6 FEET SOUTH OF A
 PU0998'FENCE, 4.4 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER
 PU0998'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0998'0.4 FOOT.
 PU0998
 PU0998                          STATION RECOVERY (1981)
 PU0998
 PU0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0998'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0997 ***********************************************************************
 PU0997  DESIGNATION -  VALVE RM 1
 PU0997  PID         -  PU0997
 PU0997  STATE/COUNTY-  SD/MEADE
 PU0997  COUNTRY     -  US
 PU0997  USGS QUAD   -  REDOWL (2017)
 PU0997
 PU0997                         *CURRENT SURVEY CONTROL
 PU0997  ______________________________________________________________________
 PU0997* NAD 83(1986) POSITION- 44 43 09.25   (N) 102 35 29.85   (W)   HD_HELD1
 PU0997* NAVD 88 ORTHO HEIGHT -   896.379 (meters)     2940.87  (feet) ADJUSTED
 PU0997  ______________________________________________________________________
 PU0997  GEOID HEIGHT    -        -18.220 (meters)                     GEOID18
 PU0997  DYNAMIC HEIGHT  -        896.162 (meters)     2940.16  (feet) COMP
 PU0997  MODELED GRAVITY -    980,344.7   (mgal)                       NAVD 88
 PU0997
 PU0997  VERT ORDER      -  SECOND    CLASS 0
 PU0997
 PU0997.The horizontal coordinates were determined by differentially corrected
 PU0997.hand held GPS observations or other comparable positioning techniques
 PU0997.and have an estimated accuracy of +/- 3 meters.
 PU0997
 PU0997.The orthometric height was determined by differential leveling and
 PU0997.adjusted by the NATIONAL GEODETIC SURVEY
 PU0997.in June 1991.
 PU0997
 PU0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0997.GEOID18 height accuracy estimate available here.
 PU0997
 PU0997.Click photographs - Photos may exist for this station.
 PU0997
 PU0997.The dynamic height is computed by dividing the NAVD 88
 PU0997.geopotential number by the normal gravity value computed on the
 PU0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0997.degrees latitude (g = 980.6199 gals.).
 PU0997
 PU0997.The modeled gravity was interpolated from observed gravity values.
 PU0997
 PU0997;                    North         East    Units  Estimated Accuracy
 PU0997;SPC SD N     -   101,729.6     394,707.2     MT  (+/- 3 meters HH1 GPS) 
 PU0997
 PU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9074254583(NAD 83)
 PU0997
 PU0997                          SUPERSEDED SURVEY CONTROL
 PU0997
 PU0997  NGVD 29 (??/??/92)  895.913  (m)         2939.34   (f) ADJ UNCH    2 0
 PU0997
 PU0997.Superseded values are not recommended for survey control.
 PU0997
 PU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0997.See file dsdata.pdf to determine how the superseded data were derived.
 PU0997
 PU0997_MARKER: DR = REFERENCE MARK DISK
 PU0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0997_STAMPING: VALVE NO 1 1962
 PU0997_MARK LOGO: CGS
 PU0997_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0997+STABILITY: SURFACE MOTION
 PU0997
 PU0997  HISTORY     - Date     Condition        Report By
 PU0997  HISTORY     - 1962     MONUMENTED       CGS
 PU0997  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0997
 PU0997                          STATION DESCRIPTION
 PU0997
 PU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0997'4.1 MI SE FROM STONEVILLE.
 PU0997'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0997'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, 84 FEET NORTH-NORTHEAST
 PU0997'OF THE CENTER LINE OF THE ROAD, 30.6 FEET EAST OF THE STATION,
 PU0997'22 FEET SOUTHWEST OF A POWER POLE, 1.1 FEET SOUTH OF A FENCE,
 PU0997'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0997
 PU0997                          STATION RECOVERY (1981)
 PU0997
 PU0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0997'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0999 ***********************************************************************
 PU0999  DESIGNATION -  VALVE RM 2
 PU0999  PID         -  PU0999
 PU0999  STATE/COUNTY-  SD/MEADE
 PU0999  COUNTRY     -  US
 PU0999  USGS QUAD   -  REDOWL (2017)
 PU0999
 PU0999                         *CURRENT SURVEY CONTROL
 PU0999  ______________________________________________________________________
 PU0999* NAD 83(1986) POSITION- 44 43 09.25   (N) 102 35 30.71   (W)   HD_HELD1
 PU0999* NAVD 88 ORTHO HEIGHT -   896.672 (meters)     2941.83  (feet) ADJUSTED
 PU0999  ______________________________________________________________________
 PU0999  GEOID HEIGHT    -        -18.219 (meters)                     GEOID18
 PU0999  DYNAMIC HEIGHT  -        896.455 (meters)     2941.12  (feet) COMP
 PU0999  MODELED GRAVITY -    980,344.7   (mgal)                       NAVD 88
 PU0999
 PU0999  VERT ORDER      -  SECOND    CLASS 0
 PU0999
 PU0999.The horizontal coordinates were determined by differentially corrected
 PU0999.hand held GPS observations or other comparable positioning techniques
 PU0999.and have an estimated accuracy of +/- 3 meters.
 PU0999
 PU0999.The orthometric height was determined by differential leveling and
 PU0999.adjusted by the NATIONAL GEODETIC SURVEY
 PU0999.in June 1991.
 PU0999
 PU0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0999.GEOID18 height accuracy estimate available here.
 PU0999
 PU0999.Click photographs - Photos may exist for this station.
 PU0999
 PU0999.The dynamic height is computed by dividing the NAVD 88
 PU0999.geopotential number by the normal gravity value computed on the
 PU0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0999.degrees latitude (g = 980.6199 gals.).
 PU0999
 PU0999.The modeled gravity was interpolated from observed gravity values.
 PU0999
 PU0999;                    North         East    Units  Estimated Accuracy
 PU0999;SPC SD N     -   101,730.2     394,688.3     MT  (+/- 3 meters HH1 GPS) 
 PU0999
 PU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9072354582(NAD 83)
 PU0999
 PU0999                          SUPERSEDED SURVEY CONTROL
 PU0999
 PU0999  NGVD 29 (??/??/92)  896.206  (m)         2940.30   (f) ADJ UNCH    2 0
 PU0999
 PU0999.Superseded values are not recommended for survey control.
 PU0999
 PU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0999.See file dsdata.pdf to determine how the superseded data were derived.
 PU0999
 PU0999_MARKER: DR = REFERENCE MARK DISK
 PU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0999_STAMPING: VALVE NO 2 1962
 PU0999_MARK LOGO: CGS
 PU0999_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0999+STABILITY: SURFACE MOTION
 PU0999
 PU0999  HISTORY     - Date     Condition        Report By
 PU0999  HISTORY     - 1962     MONUMENTED       CGS
 PU0999  HISTORY     - 1981     MARK NOT FOUND   USGS
 PU0999
 PU0999                          STATION DESCRIPTION
 PU0999
 PU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0999'4.1 MI SE FROM STONEVILLE.
 PU0999'1.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT STONEVILLE,
 PU0999'THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, 67 FEET NORTH-NORTHEAST
 PU0999'OF THE CENTER LINE OF THE ROAD, 1.1 FEET SOUTH OF A FENCE,
 PU0999'33.0 FEET WEST OF THE STATION, ABOUT 1 FOOT LOWER THAN THE
 PU0999'STATION AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0999
 PU0999                          STATION RECOVERY (1981)
 PU0999
 PU0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PU0999'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1056 ***********************************************************************
 PT1056  DESIGNATION -  VAN
 PT1056  PID         -  PT1056
 PT1056  STATE/COUNTY-  SD/STANLEY
 PT1056  COUNTRY     -  US
 PT1056  USGS QUAD   -  VAN METRE (2017)
 PT1056
 PT1056                         *CURRENT SURVEY CONTROL
 PT1056  ______________________________________________________________________
 PT1056* NAD 83(1996) POSITION- 44 12 42.33555(N) 100 50 29.50985(W)   ADJUSTED
 PT1056* NAVD 88 ORTHO HEIGHT -   642.    (meters)     2106.    (feet) SCALED
 PT1056  ______________________________________________________________________
 PT1056  GEOID HEIGHT    -        -23.269 (meters)                     GEOID18
 PT1056  LAPLACE CORR    -         -4.48  (seconds)                    DEFLEC18
 PT1056  HORZ ORDER      -  SECOND
 PT1056
 PT1056.The horizontal coordinates were established by classical geodetic methods
 PT1056.and adjusted by the National Geodetic Survey in January 1998.
 PT1056
 PT1056.The orthometric height was scaled from a topographic map.
 PT1056
 PT1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1056.GEOID18 height accuracy estimate available here.
 PT1056
 PT1056.Click photographs - Photos may exist for this station.
 PT1056
 PT1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1056
 PT1056. The following values were computed from the NAD 83(1996) position.
 PT1056
 PT1056;                    North         East     Units Scale Factor Converg.
 PT1056;SPC SD S     -   208,807.393   559,386.550   MT  0.99996048   -0 21 02.1
 PT1056;SPC SD S     -   685,062.26  1,835,254.04   sFT  0.99996048   -0 21 02.1
 PT1056;UTM  14      - 4,897,041.883   352,882.325   MT  0.99986619   -1 17 03.7
 PT1056
 PT1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1056!SPC SD S     -   0.99990292  x   0.99996048  =   0.99986341
 PT1056!UTM  14      -   0.99990292  x   0.99986619  =   0.99976913
 PT1056
 PT1056:                Primary Azimuth Mark                     Grid Az
 PT1056:SPC SD S     -  VAN 2 AZ MK                              275 52 39.8
 PT1056:UTM  14      -  VAN 2 AZ MK                              276 48 41.4
 PT1056
 PT1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5288297041(NAD 83)
 PT1056
 PT1056|---------------------------------------------------------------------|
 PT1056| PID    Reference Object                     Distance      Geod. Az  |
 PT1056|                                                           dddmmss.s |
 PT1056| CO6308 VAN RM 1                             12.495 METERS 08412     |
 PT1056| PT1057 VAN 2                                22.610 METERS 14938     |
 PT1056| CO6309 VAN RM 2                             11.649 METERS 17629     |
 PT1056| CO6307 VAN AZ MK                                          2723735.2 |
 PT1056| CO6310 VAN 2 AZ MK                                        2753137.7 |
 PT1056|---------------------------------------------------------------------|
 PT1056
 PT1056                          SUPERSEDED SURVEY CONTROL
 PT1056
 PT1056  NAD 83(1986)-  44 12 42.33048(N)    100 50 29.51248(W) AD(       ) 2
 PT1056  NAD 27      -  44 12 42.39100(N)    100 50 28.01000(W) AD(       ) 2
 PT1056
 PT1056.Superseded values are not recommended for survey control.
 PT1056
 PT1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1056.See file dsdata.pdf to determine how the superseded data were derived.
 PT1056
 PT1056_MARKER: DS = TRIANGULATION STATION DISK
 PT1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1056_STAMPING: VAN 1952
 PT1056_MARK LOGO: CGS
 PT1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1056+STABILITY: SURFACE MOTION
 PT1056
 PT1056  HISTORY     - Date     Condition        Report By
 PT1056  HISTORY     - 1952     MONUMENTED       CGS
 PT1056  HISTORY     - 1966     GOOD             CGS
 PT1056
 PT1056                          STATION DESCRIPTION
 PT1056
 PT1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1056'THE STATION IS IN SECTION 23, T 3 N, R 27 E, ABOUT 9 MILES WEST
 PT1056'AND 2-1/2 MILES SOUTH OF WENDTE, 3-3/4 MILES NORTH AND 2-1/4
 PT1056'MILES WEST OF VAN METRE, 3 MILES NORTH OF THE JONES-STANLEY
 PT1056'COUNTY LINE, 78 FEET SOUTH OF A WIRE FENCE, 21 FEET SOUTH OF THE
 PT1056'CENTER OF A TRACK ROAD AND 17.5 FEET NORTHEAST OF A CATTLE
 PT1056'SCRATCHING POST.
 PT1056'
 PT1056'TO REACH THE STATION FROM THE JUNCTION OF A CROSS ROAD AND
 PT1056'U.S. HIGHWAY 14, ONE BLOCK WEST OF THE BANK BUILDING IN MIDLAND,
 PT1056'GO EAST AND NORTH ON U.S. HIGHWAY 14 FOR 7.2 MILES TO THE
 PT1056'COUNTY LINE, CONTINUE NORTHERLY ON THE HIGHWAY FOR 2 MILES TO
 PT1056'A SIDE ROAD ON THE RIGHT, TURN RIGHT (EAST) AND FOLLOW THE MAIN
 PT1056'GRADED ROAD FOR 8.9 MILES TO A T-INTERSECTION, TURN LEFT (NORTH)
 PT1056'AND GO FOR 1 MILE, TURN RIGHT EAST WITH THE MAIN ROAD FOR 2
 PT1056'MILES TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE EASTERLY ON THE
 PT1056'MAIN TRACK ROAD FOR 1.1 MILES TO A Y-JUNCTION, CONTINUE ON
 PT1056'THE LEFT ROAD ACROSS CATTLE GUARD AND GO FOR 1.9 MILES TO ANOTHER
 PT1056'Y-JUNCTION, CONTINUE NORTH-NORTHEASTERLY ON THE LEFT TRACK ROAD FOR
 PT1056'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 PT1056'EASTERLY FOR 0.35 MILE TO THE STATION AS DESCRIBED.
 PT1056'
 PT1056'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED VAN
 PT1056'1952.
 PT1056'
 PT1056'REFERENCE MARK 1 IS 18 FEET SOUTH OF THE CENTER OF THE
 PT1056'TRACK ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 PT1056'STAMPED VAN NO 1 1952.
 PT1056'
 PT1056'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1056'VAN NO 2 1952.
 PT1056'
 PT1056'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTER OF THE TRACK
 PT1056'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6
 PT1056'INCHES AND THE DISK IS STAMPED VAN 1952.
 PT1056'
 PT1056'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1056
 PT1056                          STATION RECOVERY (1966)
 PT1056
 PT1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PT1056'STATION RECOVERED AS DESCRIBED AND STATION, R.M. NO. 2 AND
 PT1056'AZIMUTH MARK FOUND IN GOOD CONDITION.  OBSERVATIONS WERE MADE
 PT1056'TO BOTH REFERENCE MARKS BUT IT WAS FOUND THAT R.M. NO. 1 HAD
 PT1056'BEEN BROKEN OFF BELOW THE SURFACE OF THE GROUND.  THE STATION
 PT1056'AND AZIMUTH MARKS WERE IN THE WAY OF ROAD CONSTRUCTION.  A NEW
 PT1056'STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  FOR DETAILS
 PT1056'SEE DESCRIPTION FOR STATION VAN 2 1966.
 PT1056'
 PT1056'R.M. NO. 2 WAS LEFT IN PLACE AND THIS MARK WAS USED FOR A
 PT1056'REFERENCE FOR THE NEW STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1057 ***********************************************************************
 PT1057  DESIGNATION -  VAN 2
 PT1057  PID         -  PT1057
 PT1057  STATE/COUNTY-  SD/STANLEY
 PT1057  COUNTRY     -  US
 PT1057  USGS QUAD   -  VAN METRE (2017)
 PT1057
 PT1057                         *CURRENT SURVEY CONTROL
 PT1057  ______________________________________________________________________
 PT1057* NAD 83(1996) POSITION- 44 12 41.70348(N) 100 50 28.99506(W)   NO CHECK
 PT1057* NAVD 88 ORTHO HEIGHT -   642.    (meters)     2106.    (feet) SCALED
 PT1057  ______________________________________________________________________
 PT1057  GEOID HEIGHT    -        -23.270 (meters)                     GEOID18
 PT1057  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 PT1057  HORZ ORDER      -  THIRD
 PT1057
 PT1057.The horizontal coordinates were established by classical geodetic methods
 PT1057.and adjusted by the National Geodetic Survey in January 1998.
 PT1057
 PT1057.No horizontal observational check was made to the station.
 PT1057
 PT1057.The orthometric height was scaled from a topographic map.
 PT1057
 PT1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1057.GEOID18 height accuracy estimate available here.
 PT1057
 PT1057.Click photographs - Photos may exist for this station.
 PT1057
 PT1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1057
 PT1057. The following values were computed from the NAD 83(1996) position.
 PT1057
 PT1057;                    North         East     Units Scale Factor Converg.
 PT1057;SPC SD S     -   208,787.815   559,397.858   MT  0.99996045   -0 21 01.7
 PT1057;SPC SD S     -   684,998.02  1,835,291.14   sFT  0.99996045   -0 21 01.7
 PT1057;UTM  14      - 4,897,022.125   352,893.312   MT  0.99986615   -1 17 03.3
 PT1057
 PT1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1057!SPC SD S     -   0.99990292  x   0.99996045  =   0.99986338
 PT1057!UTM  14      -   0.99990292  x   0.99986615  =   0.99976909
 PT1057
 PT1057:                Primary Azimuth Mark                     Grid Az
 PT1057:SPC SD S     -  VAN 2 AZ MK                              278 10 30.4
 PT1057:UTM  14      -  VAN 2 AZ MK                              279 06 32.0
 PT1057
 PT1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5289397022(NAD 83)
 PT1057
 PT1057|---------------------------------------------------------------------|
 PT1057| PID    Reference Object                     Distance      Geod. Az  |
 PT1057|                                                           dddmmss.s |
 PT1057| CO6311 VAN 2 RM 3                           13.988 METERS 20036     |
 PT1057| CO6307 VAN AZ MK                                          2751149.3 |
 PT1057| CO6310 VAN 2 AZ MK                                        2774928.7 |
 PT1057| CO6309 VAN RM 2                             13.302 METERS 30621     |
 PT1057| PT1056 VAN                                  22.610 METERS 32938     |
 PT1057|---------------------------------------------------------------------|
 PT1057
 PT1057                          SUPERSEDED SURVEY CONTROL
 PT1057
 PT1057  NAD 83(1986)-  44 12 41.69841(N)    100 50 28.99769(W) AD(       ) 3
 PT1057  NAD 27      -  44 12 41.75894(N)    100 50 27.49520(W) AD(       ) 3
 PT1057
 PT1057.Superseded values are not recommended for survey control.
 PT1057
 PT1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1057.See file dsdata.pdf to determine how the superseded data were derived.
 PT1057
 PT1057_MARKER: DS = TRIANGULATION STATION DISK
 PT1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1057_STAMPING: VAN 2 1966
 PT1057_MARK LOGO: CGS
 PT1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1057+STABILITY: SURFACE MOTION
 PT1057
 PT1057  HISTORY     - Date     Condition        Report By
 PT1057  HISTORY     - 1966     MONUMENTED       CGS
 PT1057
 PT1057                          STATION DESCRIPTION
 PT1057
 PT1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PT1057'THE STATION IS IN SECTION 23, T 3 N, R 27 E, ABOUT 9 MILES
 PT1057'WEST AND 2-1/2 MILES SOUTH OF WENDTE, 3-3/4 MILES NORTH AND
 PT1057'2-1/4 MILES WEST OF VAN METRE AND 3 MILES NORTH OF THE
 PT1057'JONES-STANLEY COUNTY LINE.  THE STATION IS 86 FEET SOUTH OF
 PT1057'THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF A METAL WITNESS
 PT1057'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PT1057'VAN 2 1966.
 PT1057'
 PT1057'TO REACH THE STATION FROM WENDTE (WHICH IS ABOUT 20 MILES
 PT1057'SOUTHWEST OF FORT PIERRE), FROM THE MAIN INTERSECTION NORTH OF
 PT1057'TOWN, GO WESTERLY ON MAIN ROAD FOR 4.35 MILES TO SECOND STEEL
 PT1057'BRIDGE, CONTINUE WESTERLY ON OLD AND NEW GRADE FOR 1.2 MILES
 PT1057'TO A CATTLE GUARD NEAR TOP OF RIDGE, CONTINUE WEST ON MAIN ROAD
 PT1057'FOR 5.0 MILES TO GATE AND STATION ON LEFT.  TO REACH AZIMUTH
 PT1057'MARK CONTINUE WEST FOR 0.25 MILE TO MARK ON RIGHT.
 PT1057'
 PT1057'R.M. NO. 2 IS 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE
 PT1057'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED VAN NO 2 1952.
 PT1057'THIS MARK WAS USED FOR A REFERENCE FOR STATION VAN SO THE ARROW
 PT1057'DOES NOT POINT TOWARD THE NEW STATION.
 PT1057'
 PT1057'R.M. NO. 3 IS ABOUT 46 FEET SOUTH-SOUTHWEST OF THE STATION AND
 PT1057'IS IN OPEN PASTURE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 PT1057'IS STAMPED VAN 2 NO 3 1966.
 PT1057'
 PT1057'THE AZIMUTH MARK IS 117 FEET NORTH OF THE CENTERLINE OF THE
 PT1057'ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK
 PT1057'PROJECTS 4 INCHES AND THE DISK IS STAMPED VAN 2 1966.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0702 ***********************************************************************
 PS0702  DESIGNATION -  VAN ORDER
 PS0702  PID         -  PS0702
 PS0702  STATE/COUNTY-  SD/HYDE
 PS0702  COUNTRY     -  US
 PS0702  USGS QUAD   -  MACS CORNER NW (2017)
 PS0702
 PS0702                         *CURRENT SURVEY CONTROL
 PS0702  ______________________________________________________________________
 PS0702* NAD 83(1996) POSITION- 44 26 27.28137(N) 099 23 30.10741(W)   ADJUSTED
 PS0702* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 PS0702  ______________________________________________________________________
 PS0702  GEOID HEIGHT    -        -24.059 (meters)                     GEOID18
 PS0702  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 PS0702  HORZ ORDER      -  FIRST
 PS0702
 PS0702.The horizontal coordinates were established by classical geodetic methods
 PS0702.and adjusted by the National Geodetic Survey in January 1998.
 PS0702
 PS0702.The orthometric height was scaled from a topographic map.
 PS0702
 PS0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0702.GEOID18 height accuracy estimate available here.
 PS0702
 PS0702.Click photographs - Photos may exist for this station.
 PS0702
 PS0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0702
 PS0702. The following values were computed from the NAD 83(1996) position.
 PS0702
 PS0702;                    North         East     Units Scale Factor Converg.
 PS0702;SPC SD N     -    67,697.653   648,426.269   MT  0.99999544   +0 25 49.9
 PS0702;SPC SD N     -   222,104.72  2,127,378.52   sFT  0.99999544   +0 25 49.9
 PS0702;UTM  14      - 4,920,920.408   468,829.571   MT  0.99961195   -0 16 27.3
 PS0702
 PS0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0702!SPC SD N     -   0.99990463  x   0.99999544  =   0.99990007
 PS0702!UTM  14      -   0.99990463  x   0.99961195  =   0.99951661
 PS0702
 PS0702:                Primary Azimuth Mark                     Grid Az
 PS0702:SPC SD N     -  VAN ORDER AZ MK                          268 41 09.0
 PS0702:UTM  14      -  VAN ORDER AZ MK                          269 23 26.2
 PS0702
 PS0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6882920920(NAD 83)
 PS0702
 PS0702|---------------------------------------------------------------------|
 PS0702| PID    Reference Object                     Distance      Geod. Az  |
 PS0702|                                                           dddmmss.s |
 PS0702| PS0701 VAN ORDER 2                           6.681 METERS 00406     |
 PS0702| CO6314 VAN ORDER RM 2                       24.600 METERS 09831     |
 PS0702| CO6312 VAN ORDER AZ MK                                    2690658.9 |
 PS0702| CO6315 VAN ORDER 2 AZ MK                                  2700954.6 |
 PS0702| PS0676 HIGHMORE MUNICIPAL TANK             APPROX. 8.9 KM 3335110.1 |
 PS0702| CO6313 VAN ORDER RM 1                       30.590 METERS 35824     |
 PS0702|---------------------------------------------------------------------|
 PS0702
 PS0702                          SUPERSEDED SURVEY CONTROL
 PS0702
 PS0702  NAD 83(1986)-  44 26 27.27857(N)    099 23 30.11386(W) AD(       ) 1
 PS0702  NAD 27      -  44 26 27.33300(N)    099 23 28.72200(W) AD(       ) 1
 PS0702
 PS0702.Superseded values are not recommended for survey control.
 PS0702
 PS0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0702.See file dsdata.pdf to determine how the superseded data were derived.
 PS0702
 PS0702_MARKER: DS = TRIANGULATION STATION DISK
 PS0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0702_STAMPING: VA ORDER 1951
 PS0702_MARK LOGO: CGS
 PS0702_PROJECTION: FLUSH
 PS0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0702+STABILITY: SURFACE MOTION
 PS0702
 PS0702  HISTORY     - Date     Condition        Report By
 PS0702  HISTORY     - 1951     MONUMENTED       CGS
 PS0702  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PS0702
 PS0702                          STATION DESCRIPTION
 PS0702
 PS0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0702'STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHEAST OF HIGHMORE
 PS0702'ON A LOW HILL ON THE NORTH SIDE OF A GRADED DIRT ROAD.  STATION
 PS0702'IS 58 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD, 13
 PS0702'FEET NORTH OF FENCE, 12 FEET NORTH OF WITNESS POST AND IN
 PS0702'1/2 MILE SECTION FENCELINE.  THE MARK IS FLUSH WITH THE GROUND
 PS0702'AND THE DISK IS STAMPED VAN ORDER 1951.
 PS0702'
 PS0702'REFERENCE MARK NO. 1 IS IN FENCELINE.  THE MARK IS FLUSH
 PS0702'WITH THE GROUND AND THE DISK IS STAMPED VAN ORDER NO 1 1951.
 PS0702'
 PS0702'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE APPROXIMATE
 PS0702'CENTERLINE OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 PS0702'ABOUT 4 INCHES AND THE DISK IS STAMPED VAN ORDER NO 2 1951.
 PS0702'
 PS0702'AZIMUTH MARK IS 40 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 PS0702'ROAD, 3 FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 PS0702'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 PS0702'VAN ORDER 1951.
 PS0702'
 PS0702'TO REACH FROM THE WATER TANK IN THE SOUTH PART OF HIGHMORE
 PS0702'GO EAST ON GRAVEL ROAD FOR 2.0 MILES.  TURN RIGHT AND GO SOUTH
 PS0702'ON GRAVEL ROAD FOR 5.0 MILES TO CROSS ROADS.  TURN LEFT AND
 PS0702'GO EAST ON GRADED DIRT ROAD FOR 0.15 MILE TO AZIMUTH MARK ON
 PS0702'LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE EAST FOR
 PS0702'0.35 MILE TO STATION ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 PS0702'
 PS0702'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PS0702
 PS0702                          STATION RECOVERY (1965)
 PS0702
 PS0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PS0702'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 PS0702'GOOD CONDITION.  A REQUEST WAS RECEIVED FROM THE HIGHWAY
 PS0702'DEPARTMENT TO MOVE THE STATION, R.M. NO. 2 AND THE AZIMUTH
 PS0702'MARK.  A NEW STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY
 PS0702'AND THESE MARKS WERE DESTROYED.  FOR DETAILS SEE DESCRIPTION
 PS0702'FOR VAN ORDER 2 1965.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0701 ***********************************************************************
 PS0701  DESIGNATION -  VAN ORDER 2
 PS0701  PID         -  PS0701
 PS0701  STATE/COUNTY-  SD/HYDE
 PS0701  COUNTRY     -  US
 PS0701  USGS QUAD   -  MACS CORNER NW (2017)
 PS0701
 PS0701                         *CURRENT SURVEY CONTROL
 PS0701  ______________________________________________________________________
 PS0701* NAD 83(1996) POSITION- 44 26 27.49727(N) 099 23 30.08584(W)   NO CHECK
 PS0701* NAVD 88 ORTHO HEIGHT -   632.    (meters)     2073.    (feet) SCALED
 PS0701  ______________________________________________________________________
 PS0701  GEOID HEIGHT    -        -24.059 (meters)                     GEOID18
 PS0701  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 PS0701  HORZ ORDER      -  SECOND
 PS0701
 PS0701.The horizontal coordinates were established by classical geodetic methods
 PS0701.and adjusted by the National Geodetic Survey in January 1998.
 PS0701
 PS0701.No horizontal observational check was made to the station.
 PS0701
 PS0701.The orthometric height was scaled from a topographic map.
 PS0701
 PS0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0701.GEOID18 height accuracy estimate available here.
 PS0701
 PS0701.Click photographs - Photos may exist for this station.
 PS0701
 PS0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0701
 PS0701. The following values were computed from the NAD 83(1996) position.
 PS0701
 PS0701;                    North         East     Units Scale Factor Converg.
 PS0701;SPC SD N     -    67,704.321   648,426.696   MT  0.99999543   +0 25 49.9
 PS0701;SPC SD N     -   222,126.59  2,127,379.92   sFT  0.99999543   +0 25 49.9
 PS0701;UTM  14      - 4,920,927.067   468,830.080   MT  0.99961195   -0 16 27.3
 PS0701
 PS0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0701!SPC SD N     -   0.99990463  x   0.99999543  =   0.99990006
 PS0701!UTM  14      -   0.99990463  x   0.99961195  =   0.99951661
 PS0701
 PS0701:                Primary Azimuth Mark                     Grid Az
 PS0701:SPC SD N     -  VAN ORDER 2 AZ MK                        269 05 51.0
 PS0701:UTM  14      -  VAN ORDER 2 AZ MK                        269 48 08.2
 PS0701
 PS0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6883020927(NAD 83)
 PS0701
 PS0701|---------------------------------------------------------------------|
 PS0701| PID    Reference Object                     Distance      Geod. Az  |
 PS0701|                                                           dddmmss.s |
 PS0701| CO6316 VAN ORDER 2 RM 3                     24.770 METERS 09340     |
 PS0701| PS0702 VAN ORDER                             6.681 METERS 18406     |
 PS0701| CO6312 VAN ORDER AZ MK                                    2682431.0 |
 PS0701| CO6315 VAN ORDER 2 AZ MK                                  2693140.9 |
 PS0701| PS0676 HIGHMORE MUNICIPAL TANK             APPROX. 8.9 KM 3334952.5 |
 PS0701| CO6313 VAN ORDER RM 1                       23.950 METERS 35647     |
 PS0701|---------------------------------------------------------------------|
 PS0701
 PS0701                          SUPERSEDED SURVEY CONTROL
 PS0701
 PS0701  NAD 83(1986)-  44 26 27.49446(N)    099 23 30.09228(W) AD(       ) 2
 PS0701  NAD 27      -  44 26 27.54887(N)    099 23 28.70045(W) AD(       ) 2
 PS0701
 PS0701.Superseded values are not recommended for survey control.
 PS0701
 PS0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0701.See file dsdata.pdf to determine how the superseded data were derived.
 PS0701
 PS0701_MARKER: DS = TRIANGULATION STATION DISK
 PS0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0701_STAMPING: VAN ORDER 2 1965
 PS0701_MARK LOGO: CGS
 PS0701_PROJECTION: FLUSH
 PS0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0701+STABILITY: SURFACE MOTION
 PS0701
 PS0701  HISTORY     - Date     Condition        Report By
 PS0701  HISTORY     - 1965     MONUMENTED       CGS
 PS0701
 PS0701                          STATION DESCRIPTION
 PS0701
 PS0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PS0701'STATION IS ABOUT 6 MILES SOUTH-SOUTHEAST OF HIGHMORE, ON A
 PS0701'LOW HILL AND IS ON THE NORTH SIDE OF A SECTION LINE ROAD.
 PS0701'
 PS0701'THE STATION MARK IS 81 FEET NORTH OF THE CENTER LINE OF THE
 PS0701'ROAD, 2.5 FEET EAST OF A HALF-SECTION LINE FENCE AND IS 2
 PS0701'FEET EAST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH
 PS0701'THE GROUND AND THE DISK IS STAMPED VAN ORDER 2 1965.
 PS0701'
 PS0701'TO REACH FROM HIGHMORE, FROM THE WATER TANK AT THE SOUTH PART
 PS0701'OF TOWN, GO EAST FROM GRAVEL ROAD FOR 2.0 MILES, TURN RIGHT
 PS0701'AND GO SOUTH FOR 5.0 MILES TO CROSSROADS, TURN LEFT AND GO
 PS0701'EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 PS0701'EAST FOR 0.35 MILE TO THE STATION ON THE LEFT.
 PS0701'
 PS0701'R.M. NO. 1 IS ABOUT 160 FEET NORTH OF THE CENTER LINE OF THE
 PS0701'ROAD AND IS 1 FOOT WEST OF THE HALF-SECTION LINE FENCE, MARK
 PS0701'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED VAN ORDER NO.
 PS0701'1 1951.
 PS0701'
 PS0701'R.M. NO. 3 IS 81.26 FEET EAST OF THE STATION AND IS 75 FEET
 PS0701'NORTH OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS 4
 PS0701'INCHES AND THE DISK IS STAMPED VAN ORDER 2 NO. 3 1965.
 PS0701'
 PS0701'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST OF THE STATION, 75
 PS0701'FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF A
 PS0701'NORTH-SOUTH FENCE AND 4 FT EAST OF A METAL WITNESS POST.  THE
 PS0701'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED VAN
 PS0701'ORDER 2 1965.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2187 ***********************************************************************
 PU2187  DESIGNATION -  VANCE
 PU2187  PID         -  PU2187
 PU2187  STATE/COUNTY-  SD/MEADE
 PU2187  COUNTRY     -  US
 PU2187  USGS QUAD   -  OWANKA NE (2017)
 PU2187
 PU2187                         *CURRENT SURVEY CONTROL
 PU2187  ______________________________________________________________________
 PU2187* NAD 83(1996) POSITION- 44 13 42.17848(N) 102 30 00.76672(W)   ADJUSTED
 PU2187* NAVD 88 ORTHO HEIGHT -   820.    (meters)     2690.    (feet) SCALED
 PU2187  ______________________________________________________________________
 PU2187  GEOID HEIGHT    -        -18.580 (meters)                     GEOID18
 PU2187  LAPLACE CORR    -         -7.26  (seconds)                    DEFLEC18
 PU2187  HORZ ORDER      -  SECOND
 PU2187
 PU2187.The horizontal coordinates were established by classical geodetic methods
 PU2187.and adjusted by the National Geodetic Survey in January 1998.
 PU2187
 PU2187.The orthometric height was scaled from a topographic map.
 PU2187
 PU2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2187.GEOID18 height accuracy estimate available here.
 PU2187
 PU2187.Click photographs - Photos may exist for this station.
 PU2187
 PU2187.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2187
 PU2187. The following values were computed from the NAD 83(1996) position.
 PU2187
 PU2187;                    North         East     Units Scale Factor Converg.
 PU2187;SPC SD N     -    46,983.948   400,261.744   MT  1.00004139   -1 46 10.2
 PU2187;SPC SD N     -   154,146.50  1,313,192.07   sFT  1.00004139   -1 46 10.2
 PU2187;SPC SD S     -   212,788.392   426,896.840   MT  0.99996354   -1 29 41.4
 PU2187;SPC SD S     -   698,123.25  1,400,577.38   sFT  0.99996354   -1 29 41.4
 PU2187;UTM  13      - 4,900,278.235   699,649.619   MT  1.00009024   +1 44 39.2
 PU2187
 PU2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2187!SPC SD N     -   0.99987428  x   1.00004139  =   0.99991567
 PU2187!SPC SD S     -   0.99987428  x   0.99996354  =   0.99983783
 PU2187!UTM  13      -   0.99987428  x   1.00009024  =   0.99996451
 PU2187
 PU2187:                Primary Azimuth Mark                     Grid Az
 PU2187:SPC SD N     -  PEDRO 3 H                                097 00 48.7
 PU2187:SPC SD S     -  PEDRO 3 H                                096 44 19.9
 PU2187:UTM  13      -  PEDRO 3 H                                093 29 59.3
 PU2187
 PU2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK9964900278(NAD 83)
 PU2187
 PU2187|---------------------------------------------------------------------|
 PU2187| PID    Reference Object                     Distance      Geod. Az  |
 PU2187|                                                           dddmmss.s |
 PU2187| PU2186 PEDRO 3 H                           APPROX. 1.1 KM 0951438.5 |
 PU2187| CQ4314 VANCE RM 1                            7.458 METERS 15716     |
 PU2187| CQ4315 VANCE RM 2                            6.974 METERS 25321     |
 PU2187|---------------------------------------------------------------------|
 PU2187
 PU2187                          SUPERSEDED SURVEY CONTROL
 PU2187
 PU2187  NAD 83(1993)-  44 13 42.17024(N)    102 30 00.76792(W) AD(       ) 2
 PU2187  NAD 83(1986)-  44 13 42.16998(N)    102 30 00.76797(W) AD(       ) 2
 PU2187  NAD 27      -  44 13 42.22700(N)    102 29 59.16900(W) AD(       ) 2
 PU2187
 PU2187.Superseded values are not recommended for survey control.
 PU2187
 PU2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2187.See file dsdata.pdf to determine how the superseded data were derived.
 PU2187
 PU2187_MARKER: DS = TRIANGULATION STATION DISK
 PU2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2187_STAMPING: VANCE 1951
 PU2187_MARK LOGO: CGS
 PU2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2187+STABILITY: SURFACE MOTION
 PU2187
 PU2187  HISTORY     - Date     Condition        Report By
 PU2187  HISTORY     - 1951     MONUMENTED       CGS
 PU2187  HISTORY     - 1961     GOOD             CGS
 PU2187
 PU2187                          STATION DESCRIPTION
 PU2187
 PU2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2187'THE STATION IS LOCATED ON LAND OWNED BY MR. GEORGE L. VANCE, ABOUT
 PU2187'11.5 MILES NORTHWEST OF WASTA, ABOUT 10 MILES NORTHEAST OF
 PU2187'WICKSVILLE, ABOUT 7 MILES SOUTHEAST OF ELM SPRINGS, AND 0.2 MILE
 PU2187'NORTHWEST OF A WIRE GATE.
 PU2187'
 PU2187'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN ELM SPRINGS,
 PU2187'GO SOUTH AND SOUTHEAST ON THE MAIN GRAVELED ROAD FOR 7.0 MILES TO
 PU2187'TWO WIRE GATES AND TRIANGULATION STATION PEDRO 3 H (USGS) ON
 PU2187'THE LEFT AND ONE WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH
 PU2187'THE GATE AND GO WEST ON A TRACK ROAD FOR 0.5 MILE TO A WIRE GATE.
 PU2187'PASS THROUGH THE GATE AND GO NORTHWEST FOR 0.2 MILE TO THE TOP
 PU2187'OF A KNOLL AND THE STATION.
 PU2187'
 PU2187'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED VANCE
 PU2187'1951.
 PU2187'
 PU2187'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PU2187'VANCE NO 1 1951.
 PU2187'
 PU2187'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2187'VANCE NO 2 1951.
 PU2187'
 PU2187'PEDRO 3 H (USGS) WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 PU2187'
 PU2187'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 PU2187'TOPS OF 12-INCH CONCRETE CYLINDERS.
 PU2187
 PU2187                          STATION RECOVERY (1961)
 PU2187
 PU2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU2187'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 PU2187'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 PU2187'
 PU2187'A DIFFERENCE IN THE HORIZONTAL ANGLE TO THE REFERENCE MARKS WAS
 PU2187'FOUND.  THE STATION WAS REACHED FROM WASTA RATHER THAN ELM SPRINGS.
 PU2187'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PU2187'
 PU2187'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF WASTA, ON LAND
 PU2187'OWNED BY MR. WEISER.
 PU2187'
 PU2187'TO REACH THE STATION FROM THE POST OFFICE AT WASTA GO WEST ON
 PU2187'U.S. HIGHWAYS 14 AND 16 FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 PU2187'RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.7 MILE TO A
 PU2187'FORK, KEEP LEFT FORK STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD
 PU2187'FOR 1.3 MILE TO A FORK, KEEP LEFT FORK AND CONTINUE NORTHWEST AND
 PU2187'NORTH ON THE MAIN TRAVELED ROAD FOR 8.3 MILES TO A SCHOOLHOUSE
 PU2187'ON THE LEFT.  CONTINUE NORTH FOR 1.7 MILES TO A WIRE GATE ON
 PU2187'THE EAST AND WEST SIDE OF THE ROAD (THE AZIMUTH MARK IS 0.1
 PU2187'MILE NORTHEAST OF THIS POINT).  TURN LEFT AND PASS THRU THE
 PU2187'WIRE GATE FOLLOWING THE TRACK ROAD WEST ALONG THE NORTH SIDE OF
 PU2187'THE FENCE FOR 0.5 MILE TO A GATE, PASS THRU GATE THEN BEAR
 PU2187'NORTHWEST ON THE TRACK ROAD FOR 0.2 MILE TO THE STATION.
 PU2187'
 PU2187'THE STATION MARK, STAMPED VANCE 1951, IS A STANDARD DISK SET IN
 PU2187'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER AND
 PU2187'PROJECTS 3 INCHES.  IT IS 11 FEET NORTHEAST OF THE WITNESS POST.
 PU2187'
 PU2187'REFERENCE MARK NO. 1, STAMPED VANCE NO 1 1951, IS A STANDARD DISK
 PU2187'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER
 PU2187'THAT PROJECTS 2 INCHES.  IT IS 22 FEET SOUTHEAST OF THE WITNESS
 PU2187'POST.
 PU2187'
 PU2187'REFERENCE MARK NO. 2, STAMPED VANCE NO 2 1951, IS A STANDARD DISK
 PU2187'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER
 PU2187'THAT PROJECTS 3 INCHES.  IT IS 14-1/2 FEET WEST OF THE WITNESS
 PU2187'POST.
 PU2187'
 PU2187'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 35.2 FEET.
 PU2187'
 PU2187'A GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED PEDRO 3 H 1950, SET
 PU2187'IN THE TOP OF A ROUND CONCRETE MONUMENT, 6 INCHES IN DIAMETER
 PU2187'THAT PROJECTS 5 INCHES WAS USED FOR THE AZIMUTH MARK.  IT IS
 PU2187'2-1/2 FEET NORTHWEST OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0681 ***********************************************************************
 OS0681  DESIGNATION -  VERA
 OS0681  PID         -  OS0681
 OS0681  STATE/COUNTY-  SD/MELLETTE
 OS0681  COUNTRY     -  US
 OS0681  USGS QUAD   -  BADNATION NW (2017)
 OS0681
 OS0681                         *CURRENT SURVEY CONTROL
 OS0681  ______________________________________________________________________
 OS0681* NAD 83(1996) POSITION- 43 43 10.52203(N) 100 28 28.14065(W)   ADJUSTED
 OS0681* NAVD 88 ORTHO HEIGHT -   581.    (meters)     1906.    (feet) SCALED
 OS0681  ______________________________________________________________________
 OS0681  GEOID HEIGHT    -        -24.675 (meters)                     GEOID18
 OS0681  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 OS0681  HORZ ORDER      -  SECOND
 OS0681
 OS0681.The horizontal coordinates were established by classical geodetic methods
 OS0681.and adjusted by the National Geodetic Survey in January 1998.
 OS0681
 OS0681.The orthometric height was scaled from a topographic map.
 OS0681
 OS0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0681.GEOID18 height accuracy estimate available here.
 OS0681
 OS0681.Click photographs - Photos may exist for this station.
 OS0681
 OS0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0681
 OS0681. The following values were computed from the NAD 83(1996) position.
 OS0681
 OS0681;                    North         East     Units Scale Factor Converg.
 OS0681;SPC SD S     -   154,010.896   588,626.746   MT  0.99990843   -0 05 50.5
 OS0681;SPC SD S     -   505,284.08  1,931,186.25   sFT  0.99990843   -0 05 50.5
 OS0681;UTM  14      - 4,841,785.376   381,228.650   MT  0.99977351   -1 01 09.0
 OS0681
 OS0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0681!SPC SD S     -   0.99991271  x   0.99990843  =   0.99982114
 OS0681!UTM  14      -   0.99991271  x   0.99977351  =   0.99968624
 OS0681
 OS0681:                Primary Azimuth Mark                     Grid Az
 OS0681:SPC SD S     -  VERA AZ MK                               123 05 18.5
 OS0681:UTM  14      -  VERA AZ MK                               124 00 37.0
 OS0681
 OS0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8122841785(NAD 83)
 OS0681
 OS0681|---------------------------------------------------------------------|
 OS0681| PID    Reference Object                     Distance      Geod. Az  |
 OS0681|                                                           dddmmss.s |
 OS0681| CO4760 VERA RM 1                            18.913 METERS 09036     |
 OS0681| CO4759 VERA AZ MK                                         1225928.0 |
 OS0681| CO4761 VERA RM 2                            18.230 METERS 19048     |
 OS0681|---------------------------------------------------------------------|
 OS0681
 OS0681                          SUPERSEDED SURVEY CONTROL
 OS0681
 OS0681  NAD 83(1995)-  43 43 10.51760(N)    100 28 28.14666(W) AD(       ) 2
 OS0681  NAD 83(1986)-  43 43 10.51687(N)    100 28 28.15189(W) AD(       ) 2
 OS0681  NAD 27      -  43 43 10.55300(N)    100 28 26.66600(W) AD(       ) 2
 OS0681
 OS0681.Superseded values are not recommended for survey control.
 OS0681
 OS0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0681.See file dsdata.pdf to determine how the superseded data were derived.
 OS0681
 OS0681_MARKER: DS = TRIANGULATION STATION DISK
 OS0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0681_STAMPING: VERA 1936
 OS0681_MARK LOGO: CGS
 OS0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0681+STABILITY: SURFACE MOTION
 OS0681
 OS0681  HISTORY     - Date     Condition        Report By
 OS0681  HISTORY     - 1936     MONUMENTED       CGS
 OS0681
 OS0681                          STATION DESCRIPTION
 OS0681
 OS0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0681'STATION IS ABOUT 16 MILES AIRLINE, AND 25 MILES BY ROAD NORTH
 OS0681'OF THE TOWN OF WOOD, 9.0 MILES BY ROAD NORTHWEST OF BRAVE
 OS0681'STORE, ON HIGHEST POINT OF BLUFF OVERLOOKING WHITE RIVER TO THE
 OS0681'NORTH, ABOUT 100 YARDS SOUTH OF HORSESHOE CURVE IN RIVER, 15
 OS0681'FEET SOUTH OF BRINK OF BLUFF, 0.2 MILE WEST OF EAST-WEST
 OS0681'FENCE LINE.  THE MARK PROJECTS 5 INCHES.  TANGENT SHOTS WERE
 OS0681'TAKEN ON RIVER CHANNEL CUTS AS NOTED BELOW.
 OS0681'
 OS0681'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  MARK PROJECTS
 OS0681'5 INCHES.
 OS0681'
 OS0681'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  MARK PROJECTS 4
 OS0681'INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 93.44
 OS0681'FEET.
 OS0681'
 OS0681'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 1.0 FOOT EAST
 OS0681'OF FIRST FENCE LINE EAST OF THE STATION, 12-1/2 FEET SOUTH OF
 OS0681'GATEPOST, 16 FEET SOUTH OF CENTERLINE OF ROAD.  THE MARK PROJECTS
 OS0681'5 INCHES.
 OS0681'
 OS0681'TO REACH THE STATION FROM WOOD GO TO BRAVE STORE AS FOLLOWS.
 OS0681'GO NORTH ON SECTION-LINE ROAD (ABOUT 0.5 MILE EAST OF TOWN)
 OS0681'FOR 0.5 MILE, THEN EAST 1.0 MILE, NORTH 2.0 MILES, EAST 2.0
 OS0681'MILES, NORTH 4.0 MILES, EAST 1.0 MILE, NORTH 2.0 MILES, EAST 1.0
 OS0681'MILE TO JUNCTION WITH STATE HIGHWAY 53, NORTH ON STATE 53 FOR
 OS0681'2.0 MILES TO BRAVE STORE WHERE STATE 53 TURNS EAST.  FROM BRAVE
 OS0681'STORE GO NORTH ON GRADED DIRT ROAD FOR 1.05 MILES TO
 OS0681'T-INTERSECTION AT 9 MAIL BOXES ON EAST.  GO WEST (LEFT) 1.0 MILE
 OS0681'TO FORKS, TAKE RIGHT FORK AND GO NORTH 0.95 MILE TO CROSSROADS,
 OS0681'THEN WEST (LEFT) FOR 1.2 MILES TO FORKS, TAKE RIGHT FORK AND GO
 OS0681'0.35 MILE TO A GATE, CONTINUE NORTH AND WEST 0.4 MILE TO
 OS0681'ANOTHER GATE.  CONTINUE NORTH AND WEST FOR 1.0 MILE TO A CREEK
 OS0681'CROSSING (0.1 MILE WEST OF 2 HOUSES ON NORTH SIDE OF ROAD),
 OS0681'CROSS CREEK, TAKE RIGHT FORK AND GO 0.1 MILE TO ANOTHER
 OS0681'FORKS, TAKE LEFT FORK AND GO NORTHWEST FOR 0.55 MILE TO
 OS0681'GATE IN EAST-WEST FENCE LINE, CONTINUE NORTH AND WEST
 OS0681'FOR 1.05 MILES TO FENCE CORNER WHERE MAIN TRAVEL TURNS NORTH.
 OS0681'JOG NORTH FOR 25 YARDS, THEN TURN SHARPLY SOUTHWEST, AROUND
 OS0681'FENCE POST, FOR 50 YARDS TO MOUTH OF RUN BETWEEN TWO RIDGES AND
 OS0681'FORKS.  TAKE RIGHT FORK UPHILL AND GO 0.5 MILE WEST TO
 OS0681'ANOTHER FORKS, TAKE RIGHT FORK (CONTINUING WEST) AND GO 0.2
 OS0681'MILE TO FORKS, TAKE LEFT FORK AND GO WEST FOR 0.2 MILE TO
 OS0681'GATE IN NORTH-SOUTH FENCE LINE (AZIMUTH MARK).  GO THROUGH
 OS0681'GATE AND PROCEED NORTHWEST FOR 0.25 MILE TO HIGHEST POINT
 OS0681'OF BLUFF AND STATION.
 OS0681'
 OS0681'A SIGNAL SHOWN FROM THE GROUND AT BRAVE IS VISIBLE FROM THE
 OS0681'GROUND.
 OS0681'
 OS0681'A SIGNAL 15 FEET ABOVE MORAN IS VISIBLE AT 5 FEET.
 OS0681'
 OS0681'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0681'BRONZE DISKS SET AS DESCRIBED.
 OS0681'
 OS0681'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0759 ***********************************************************************
 NM0759  DESIGNATION -  VERMILLION
 NM0759  PID         -  NM0759
 NM0759  STATE/COUNTY-  SD/CLAY
 NM0759  COUNTRY     -  US
 NM0759  USGS QUAD   -  VERMILLION (2017)
 NM0759
 NM0759                         *CURRENT SURVEY CONTROL
 NM0759  ______________________________________________________________________
 NM0759* NAD 83(1996) POSITION- 42 47 10.32007(N) 096 55 35.91437(W)   ADJUSTED
 NM0759* NAVD 88 ORTHO HEIGHT -   374.731 (meters)     1229.43  (feet) ADJUSTED
 NM0759  ______________________________________________________________________
 NM0759  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 NM0759  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 NM0759  DYNAMIC HEIGHT  -        374.622 (meters)     1229.07  (feet) COMP
 NM0759  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 NM0759
 NM0759  HORZ ORDER      -  FIRST
 NM0759  VERT ORDER      -  SECOND    CLASS 0
 NM0759
 NM0759.The horizontal coordinates were established by classical geodetic methods
 NM0759.and adjusted by the National Geodetic Survey in January 1998.
 NM0759
 NM0759.The orthometric height was determined by differential leveling and
 NM0759.adjusted by the NATIONAL GEODETIC SURVEY
 NM0759.in June 1991.
 NM0759
 NM0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0759.GEOID18 height accuracy estimate available here.
 NM0759
 NM0759.Click photographs - Photos may exist for this station.
 NM0759
 NM0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0759
 NM0759.The dynamic height is computed by dividing the NAVD 88
 NM0759.geopotential number by the normal gravity value computed on the
 NM0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0759.degrees latitude (g = 980.6199 gals.).
 NM0759
 NM0759.The modeled gravity was interpolated from observed gravity values.
 NM0759
 NM0759. The following values were computed from the NAD 83(1996) position.
 NM0759
 NM0759;                    North         East     Units Scale Factor Converg.
 NM0759;SPC SD S     -    56,026.222   878,671.071   MT  1.00001149   +2 21 00.4
 NM0759;SPC SD S     -   183,812.70  2,882,773.34   sFT  1.00001149   +2 21 00.4
 NM0759;UTM  14      - 4,739,157.816   669,583.600   MT  0.99995382   +1 24 31.3
 NM0759
 NM0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0759!SPC SD S     -   0.99994525  x   1.00001149  =   0.99995674
 NM0759!UTM  14      -   0.99994525  x   0.99995382  =   0.99989907
 NM0759
 NM0759:                Primary Azimuth Mark                     Grid Az
 NM0759:SPC SD S     -  UNIVERSITY                               159 03 04.3
 NM0759:UTM  14      -  UNIVERSITY                               159 59 33.4
 NM0759
 NM0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6958339157(NAD 83)
 NM0759
 NM0759|---------------------------------------------------------------------|
 NM0759| PID    Reference Object                     Distance      Geod. Az  |
 NM0759|                                                           dddmmss.s |
 NM0759| NM1854 VERMILLION UNIV OF S DAK STK        318.051 METERS 12856     |
 NM0759| NM1852 VERMILLION UNIV OF S DAK TK         283.846 METERS 13509     |
 NM0759| NM0760 VERMILLION RM 1                      44.788 METERS 14340     |
 NM0759| NM1849 VERMILLION UNIV OF S DAK CUP        325.680 METERS 14359     |
 NM0759| NM0758 UNIVERSITY                          412.453 METERS 1612404.7 |
 NM0759| NM1848 VERMILLION FIRST CONG CH CUP        APPROX. 0.7 KM 1873928.3 |
 NM0759| NM1853 VERMILLION TANK                     APPROX. 1.1 KM 2091607.9 |
 NM0759| NM1850 VERMILLION MUN L AND P CO STK       APPROX. 0.8 KM 2104916.3 |
 NM0759| NM0761 VERMILLION RM 2                      53.420 METERS 23321     |
 NM0759| NM1858 GAYVILLE TANK                       APPROX.23.2 KM 2993029.4 |
 NM0759|---------------------------------------------------------------------|
 NM0759
 NM0759                          SUPERSEDED SURVEY CONTROL
 NM0759
 NM0759  NAD 83(1995)-  42 47 10.32019(N)    096 55 35.91427(W) AD(       ) 1
 NM0759  NAD 83(1986)-  42 47 10.32483(N)    096 55 35.90526(W) AD(       ) 1
 NM0759  NAD 27      -  42 47 10.33100(N)    096 55 34.74600(W) AD(       ) 1
 NM0759  NGVD 29 (??/??/92)  374.53   (m)         1228.8    (f) COMPUTED    2 0
 NM0759  NGVD 29             374.53   (m)         1228.8    (f) LEVELING    3  
 NM0759
 NM0759.Superseded values are not recommended for survey control.
 NM0759
 NM0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0759.See file dsdata.pdf to determine how the superseded data were derived.
 NM0759
 NM0759_MARKER: DS = TRIANGULATION STATION DISK
 NM0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0759_STAMPING: VERMILLION 1935
 NM0759_MARK LOGO: CGS
 NM0759_PROJECTION: FLUSH
 NM0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0759+STABILITY: SURFACE MOTION
 NM0759
 NM0759  HISTORY     - Date     Condition        Report By
 NM0759  HISTORY     - 1935     MONUMENTED       CGS
 NM0759  HISTORY     - 1945     GOOD             LOCSUR
 NM0759  HISTORY     - 1949     GOOD             CGS
 NM0759  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NM0759  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0759
 NM0759                          STATION DESCRIPTION
 NM0759
 NM0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM0759'STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF SOUTH
 NM0759'DAKOTA IN VERMILLION, IN THE SOUTHEAST QUARTER SEC. 13, T. 92
 NM0759'N., R. 52 W.  IT IS 35.7 METERS NORTH OF THE NORTH FENCE OF THE
 NM0759'FOOTBALL FIELD, 23.0 METERS EAST-SOUTHEAST OF THE SOUTHEAST
 NM0759'CORNER OF THE OBSERVATORY, 21.1 METERS SOUTH OF WIRE FENCE, 17.3
 NM0759'METERS WEST OF WIRE FENCE, AND SET FLUSH WITH THE SURFACE OF
 NM0759'THE GROUND.
 NM0759'
 NM0759'REFERENCE MARK NO. 1 IS 44.788 METERS (146.95 FEET) SOUTHEAST
 NM0759'OF STATION, 18.9 METERS A LITTLE NORTH FROM EAST OF THE CORNER
 NM0759'POST AT NORTHEAST CORNER OF FOOTBALL FIELD, 12.0 METERS NORTHEAST
 NM0759'OF HI-LINE POLE, 0.3 METER WEST OF WIRE FENCE, AND SET ABOUT
 NM0759'2 INCHES BELOW THE SURFACE OF THE GROUND.
 NM0759'
 NM0759'REFERENCE MARK NO. 2 IS 53.420 METERS (175.27 FEET) SOUTHWEST
 NM0759'OF STATION, 0.3 METER NORTH OF THE NORTH FENCE OF THE FOOTBALL
 NM0759'FIELD, AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NM0759'
 NM0759'STATION UNIVERSITY MAY BE USED AS AN AZIMUTH MARK.  IT IS
 NM0759'APPROXIMATELY 0.2 MILE SOUTH-SOUTHEAST OF STATION, 17.4
 NM0759'METERS NORTH OF CENTERLINE OF CLARK STREET, 27.4 METERS SOUTHWEST
 NM0759'OF RAIN GUAGE, 50.3 METERS SOUTHWEST OF THE SOUTHWEST CORNER
 NM0759'OF THE AUDITORIUM, AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NM0759'
 NM0759'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM0759
 NM0759                          STATION RECOVERY (1945)
 NM0759
 NM0759'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945 (WEE)
 NM0759'RECOVERED BY THE UNIV. OF SD.
 NM0759'
 NM0759'STATION IS IN GOOD CONDITION.  STAMPED VERMILLION 1935.
 NM0759
 NM0759                          STATION RECOVERY (1949)
 NM0759
 NM0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0759'AT VERMILLION.
 NM0759'AT VERMILLION, ON THE CAMPUS OF THE UNIVERSITY AND IN THE
 NM0759'NORTHEAST CORNER OF THE FOOTBALL FIELD, 75.4 FEET SOUTHEAST OF
 NM0759'THE SOUTHEAST CORNER OF THE OBSERVATORY, 69.5 FEET SOUTH OF THE
 NM0759'NORTH FENCE AROUND THE FOOTBALL FIELD, 50.0 FEET SOUTHWEST OF THE
 NM0759'NORTHEAST FENCE AROUND THE FOOTBALL FIELD, 65 FEET NORTH OF THE
 NM0759'CENTER LINE OF THE ROAD AROUND THE FOOTBALL FIELD, AND SET IN THE
 NM0759'TOP OF A CONCRETE POST 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
 NM0759
 NM0759                          STATION RECOVERY (1966)
 NM0759
 NM0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM0759'A ONE HOUR SEARCH BY TWO MEN WAS MADE FOR THE STATION AND
 NM0759'REFERENCE MARKS.  THEY WERE NOT FOUND.  THE CARETAKER STATED
 NM0759'THAT THE AREA WHERE THE STATION IS HAS BEEN FILLED AND LEVELED
 NM0759'DOWN.
 NM0759'
 NM0759'THE DESCRIPTION IS INADEQUATE FOR RECOVERY BY ORDINARY MEANS.
 NM0759
 NM0759                          STATION RECOVERY (1967)
 NM0759
 NM0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0759'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1848 ***********************************************************************
 NM1848  DESIGNATION -  VERMILLION FIRST CONG CH CUP
 NM1848  PID         -  NM1848
 NM1848  STATE/COUNTY-  SD/CLAY
 NM1848  COUNTRY     -  US
 NM1848  USGS QUAD   -  VERMILLION (2017)
 NM1848
 NM1848                         *CURRENT SURVEY CONTROL
 NM1848  ______________________________________________________________________
 NM1848* NAD 83(1996) POSITION- 42 46 46.73879(N) 096 55 40.21843(W)   ADJUSTED
 NM1848  ______________________________________________________________________
 NM1848  GEOID HEIGHT    -        -25.586 (meters)                     GEOID18
 NM1848  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 NM1848  HORZ ORDER      -  THIRD
 NM1848
 NM1848.The horizontal coordinates were established by classical geodetic methods
 NM1848.and adjusted by the National Geodetic Survey in January 1998.
 NM1848
 NM1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1848.GEOID18 height accuracy estimate available here.
 NM1848
 NM1848.Click photographs - Photos may exist for this station.
 NM1848
 NM1848.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1848
 NM1848. The following values were computed from the NAD 83(1996) position.
 NM1848
 NM1848;                    North         East     Units Scale Factor Converg.
 NM1848;SPC SD S     -    55,295.144   878,603.155   MT  1.00001314   +2 20 57.4
 NM1848;SPC SD S     -   181,414.15  2,882,550.52   sFT  1.00001314   +2 20 57.4
 NM1848;UTM  14      - 4,738,427.996   669,503.686   MT  0.99995348   +1 24 27.7
 NM1848
 NM1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6950338427(NAD 83)
 NM1848
 NM1848                          SUPERSEDED SURVEY CONTROL
 NM1848
 NM1848  NAD 83(1995)-  42 46 46.73891(N)    096 55 40.21833(W) AD(       ) 3
 NM1848  NAD 83(1986)-  42 46 46.74355(N)    096 55 40.20949(W) AD(       ) 3
 NM1848  NAD 27      -  42 46 46.75000(N)    096 55 39.05000(W) AD(       ) 3
 NM1848
 NM1848.Superseded values are not recommended for survey control.
 NM1848
 NM1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1848.See file dsdata.pdf to determine how the superseded data were derived.
 NM1848
 NM1848_MARKER: 86 = CUPOLA
 NM1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1848+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NM1848
 NM1848  HISTORY     - Date     Condition        Report By
 NM1848  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1848  HISTORY     - 20120725 GOOD             GEOCAC
 NM1848
 NM1848                          STATION DESCRIPTION
 NM1848
 NM1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1848'POINT OBSERVED UPON WAS THE TIP OF CUPOLA ATOP THE FIRST
 NM1848'CONGREGATIONAL CHURCH LOCATED AT THE CORNER OF EAST MAIN
 NM1848'STREET AND HARVARD AVENUE, IN VERMILLION.
 NM1848'
 NM1848'OBSERVED UPON FROM STATIONS VERMILLION, UNIVERSITY, DOWD,
 NM1848'STYLE, AND ORR LA PLACE AZI.
 NM1848
 NM1848                          STATION RECOVERY (2012)
 NM1848
 NM1848'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM1848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0757 ***********************************************************************
 NM0757  DESIGNATION -  VERMILLION MAG STA
 NM0757  PID         -  NM0757
 NM0757  STATE/COUNTY-  SD/CLAY
 NM0757  COUNTRY     -  US
 NM0757  USGS QUAD   -  VERMILLION (2017)
 NM0757
 NM0757                         *CURRENT SURVEY CONTROL
 NM0757  ______________________________________________________________________
 NM0757* NAD 83(1996) POSITION- 42 46 57.71002(N) 096 55 31.77122(W)   ADJUSTED
 NM0757* NAVD 88 ORTHO HEIGHT -   376.015 (meters)     1233.64  (feet) ADJUSTED
 NM0757  ______________________________________________________________________
 NM0757  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 NM0757  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 NM0757  DYNAMIC HEIGHT  -        375.905 (meters)     1233.28  (feet) COMP
 NM0757  MODELED GRAVITY -    980,318.6   (mgal)                       NAVD 88
 NM0757
 NM0757  HORZ ORDER      -  THIRD
 NM0757  VERT ORDER      -  FIRST     CLASS II
 NM0757
 NM0757.The horizontal coordinates were established by classical geodetic methods
 NM0757.and adjusted by the National Geodetic Survey in January 1998.
 NM0757
 NM0757.The orthometric height was determined by differential leveling and
 NM0757.adjusted by the NATIONAL GEODETIC SURVEY
 NM0757.in June 1994.
 NM0757
 NM0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0757.GEOID18 height accuracy estimate available here.
 NM0757
 NM0757.Click photographs - Photos may exist for this station.
 NM0757
 NM0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM0757
 NM0757.The dynamic height is computed by dividing the NAVD 88
 NM0757.geopotential number by the normal gravity value computed on the
 NM0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0757.degrees latitude (g = 980.6199 gals.).
 NM0757
 NM0757.The modeled gravity was interpolated from observed gravity values.
 NM0757
 NM0757. The following values were computed from the NAD 83(1996) position.
 NM0757
 NM0757;                    North         East     Units Scale Factor Converg.
 NM0757;SPC SD S     -    55,641.287   878,781.123   MT  1.00001237   +2 21 03.3
 NM0757;SPC SD S     -   182,549.79  2,883,134.40   sFT  1.00001237   +2 21 03.3
 NM0757;UTM  14      - 4,738,771.147   669,687.306   MT  0.99995425   +1 24 33.8
 NM0757
 NM0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0757!SPC SD S     -   0.99994505  x   1.00001237  =   0.99995742
 NM0757!UTM  14      -   0.99994505  x   0.99995425  =   0.99989930
 NM0757
 NM0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6968738771(NAD 83)
 NM0757
 NM0757                          SUPERSEDED SURVEY CONTROL
 NM0757
 NM0757  NAD 83(1995)-  42 46 57.71012(N)    096 55 31.77112(W) AD(       ) 3
 NM0757  NAD 83(1986)-  42 46 57.71475(N)    096 55 31.76214(W) AD(       ) 3
 NM0757  NAD 27      -  42 46 57.72100(N)    096 55 30.60300(W) AD(       ) 3
 NM0757  NAVD 88 (06/15/91)  375.993  (m)         1233.57   (f) SUPERSEDED  1 2
 NM0757  NGVD 29 (??/??/92)  375.791  (m)         1232.91   (f) ADJ UNCH    1 2
 NM0757  NGVD 29             375.80   (m)         1232.9    (f) LEVELING    3  
 NM0757
 NM0757.Superseded values are not recommended for survey control.
 NM0757
 NM0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0757.See file dsdata.pdf to determine how the superseded data were derived.
 NM0757
 NM0757_MARKER: B = BOLT
 NM0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0757+STABILITY: SURFACE MOTION
 NM0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0757+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0757
 NM0757  HISTORY     - Date     Condition        Report By
 NM0757  HISTORY     - UNK      MONUMENTED       CGS
 NM0757  HISTORY     - 1935     GOOD             CGS
 NM0757  HISTORY     - 1949     GOOD             CGS
 NM0757  HISTORY     - 1966     GOOD             CGS
 NM0757  HISTORY     - 1967     GOOD             CGS
 NM0757  HISTORY     - 1969     GOOD             USGS
 NM0757  HISTORY     - 19810922 GOOD             NGS
 NM0757  HISTORY     - 19930908 GOOD             NGS
 NM0757  HISTORY     - 20120725 MARK NOT FOUND   GEOCAC
 NM0757
 NM0757                          STATION DESCRIPTION
 NM0757
 NM0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM0757'STATION WAS RECOVERED IN GOOD CONDITION.  A TIE WAS MADE FROM
 NM0757'STATION UNIVERSITY.  THE DISTANCE IS 122.76 FEET (37.417
 NM0757'METERS).
 NM0757'
 NM0757'MARK IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF SOUTH
 NM0757'DAKOTA, 35 FEET NORTH OF THE NORTH EDGE OF THE EAST-AND-WEST
 NM0757'SIDEWALK OF CLARK STREET, AND 105 FEET EAST OF THE EAST
 NM0757'EDGE OF NORTH-AND-SOUTH SIDEWALK.
 NM0757
 NM0757                          STATION RECOVERY (1949)
 NM0757
 NM0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0757'AT VERMILLION.
 NM0757'AT VERMILLION ON THE CAMPUS OF THE UNIVERSITY OF SOUTH DAKOTA,
 NM0757'135 FEET EAST OF THE EAST CURB OF A DRIVE LEADING TO THE PARKING
 NM0757'AREA ON THE EAST SIDE OF THE LIBRARY, 70.3 FEET SOUTHEAST OF THE
 NM0757'SOUTHEAST CORNER OF THE OLD LOG SCHOOL BUILDING (FIRST SCHOOL IN
 NM0757'SOUTH DAKOTA), 49.4 FEET NORTH OF THE NORTH CURB OF CLARK STREET,
 NM0757'A LEAD PLUG SET IN THE TOP OF A CONCRETE POST AND SET ABOUT 0.4
 NM0757'FOOT UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A 1.2 FOOT SQUARE
 NM0757'IRON PLATE.
 NM0757
 NM0757                          STATION RECOVERY (1966)
 NM0757
 NM0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM0757'THE STATION WAS RECOVERED AS DESCRIBED, WITH THE FOLLOWING
 NM0757'EXCEPTIONS.
 NM0757'
 NM0757'1- THE OLD LOG SCHOOLHOUSE HAS BEEN REMOVED.
 NM0757'
 NM0757'2- THE MONUMENT HAS BEEN BOXED IN WITH CONCRETE AND COVERED
 NM0757'BY A REMOVABLE STEEL PLATE ABOUT 1.2 FOOT SQUARE.
 NM0757'
 NM0757'3 THE MARK IS EASILY RECOVERED, USING THE ORIGINAL DESCRIPTION.
 NM0757
 NM0757                          STATION RECOVERY (1967)
 NM0757
 NM0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM0757'RECOVERED IN GOOD CONDITION.
 NM0757
 NM0757                          STATION RECOVERY (1969)
 NM0757
 NM0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TCM)
 NM0757'THIS MARK WAS REPORTED NOT FOUND IN 1967 BUT HAS BEEN RECOVERED
 NM0757'AS DESCRIBED AND IN GOOD CONDITION.
 NM0757
 NM0757                          STATION RECOVERY (1981)
 NM0757
 NM0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 NM0757'AT VERMILLION ON THE UNIVERSITY OF SOUTH DAKOTA CAMPUS IN THE NEAR
 NM0757'VICINITY OF THE ADMINISTRATION BUILDING, 13.7 M (44.9 FT) EAST OF THE
 NM0757'PARKING LOT CURB, 13.0 M (42.7 FT) NORTH OF THE NORTH CURB OF CLARK
 NM0757'STREET, 3.95 M (12.96 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK AND
 NM0757'2.9 M (9.5 FT) NORTH-NORTHEAST OF A LIGHT POST.  THE MARK IS A 2 CM
 NM0757'SQUARE LEAD PLUG SET INTO A 30 CM (12 INCH) SQUARE CONCRETE POST WHICH
 NM0757'IS COVERED BY A 37 CM SQUARE STEEL PLATE.  THE LEAD PLUG IN THE
 NM0757'CONCRETE POST HAS BEEN BADLY CHIPPED AND DISFIGURED, AND 0.1 METERS
 NM0757'(0.3 FT) BELOW LAWN SURFACE.
 NM0757
 NM0757                          STATION RECOVERY (1993)
 NM0757
 NM0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0757'IN VERMILLION, AT THE UNIVERSITY OF SOUTH DAKOTA, 52.5 M (172.2 FT)
 NM0757'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION
 NM0757'BUILDING, 37.4 M (122.7 FT) WEST OF TRIANGULATION STATION UNIVERSITY,
 NM0757'19.6 M (64.3 FT) NORTH OF AND LEVEL WITH THE CENTER OF CLARK STREET,
 NM0757'10.6 M (34.8 FT) EAST OF THE EAST EDGE OF A SIDEWALK, 4.2 M (13.8 FT)
 NM0757'NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT IS RECESSED
 NM0757'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 NM0757'MONUMENT IS THROUGH A 12-INCH SQUARE METAL PLATE.
 NM0757
 NM0757                          STATION RECOVERY (2012)
 NM0757
 NM0757'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM0757'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0760 ***********************************************************************
 NM0760  DESIGNATION -  VERMILLION RM 1
 NM0760  PID         -  NM0760
 NM0760  STATE/COUNTY-  SD/CLAY
 NM0760  COUNTRY     -  US
 NM0760  USGS QUAD   -  VERMILLION (2017)
 NM0760
 NM0760                         *CURRENT SURVEY CONTROL
 NM0760  ______________________________________________________________________
 NM0760* NAD 83(1986) POSITION- 42 47 09.15   (N) 096 55 34.75   (W)   HD_HELD1
 NM0760* NAVD 88 ORTHO HEIGHT -   375.159 (meters)     1230.83  (feet) ADJUSTED
 NM0760  ______________________________________________________________________
 NM0760  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 NM0760  DYNAMIC HEIGHT  -        375.050 (meters)     1230.48  (feet) COMP
 NM0760  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 NM0760
 NM0760  VERT ORDER      -  SECOND    CLASS 0
 NM0760
 NM0760.The horizontal coordinates were determined by differentially corrected
 NM0760.hand held GPS observations or other comparable positioning techniques
 NM0760.and have an estimated accuracy of +/- 3 meters.
 NM0760
 NM0760.The orthometric height was determined by differential leveling and
 NM0760.adjusted by the NATIONAL GEODETIC SURVEY
 NM0760.in June 1991.
 NM0760
 NM0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0760.GEOID18 height accuracy estimate available here.
 NM0760
 NM0760.Click photographs - Photos may exist for this station.
 NM0760
 NM0760.The dynamic height is computed by dividing the NAVD 88
 NM0760.geopotential number by the normal gravity value computed on the
 NM0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0760.degrees latitude (g = 980.6199 gals.).
 NM0760
 NM0760.The modeled gravity was interpolated from observed gravity values.
 NM0760
 NM0760;                    North         East    Units  Estimated Accuracy
 NM0760;SPC SD S     -    55,991.2     878,699.0     MT  (+/- 3 meters HH1 GPS) 
 NM0760
 NM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6961039122(NAD 83)
 NM0760
 NM0760                          SUPERSEDED SURVEY CONTROL
 NM0760
 NM0760  NGVD 29 (??/??/92)  374.958  (m)         1230.17   (f) ADJ UNCH    2 0
 NM0760
 NM0760.Superseded values are not recommended for survey control.
 NM0760
 NM0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0760.See file dsdata.pdf to determine how the superseded data were derived.
 NM0760
 NM0760_MARKER: DR = REFERENCE MARK DISK
 NM0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0760_STAMPING: VERMILLION NO 1 1935
 NM0760_MARK LOGO: CGS
 NM0760_PROJECTION: RECESSED 6 CENTIMETERS
 NM0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0760+STABILITY: SURFACE MOTION
 NM0760
 NM0760  HISTORY     - Date     Condition        Report By
 NM0760  HISTORY     - 1935     MONUMENTED       CGS
 NM0760  HISTORY     - 1949     GOOD             CGS
 NM0760  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0760
 NM0760                          STATION DESCRIPTION
 NM0760
 NM0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0760'AT VERMILLION.
 NM0760'AT VERMILLION, ON THE CAMPUS OF THE UNIVERSITY AND IN THE
 NM0760'NORTHEAST CORNER OF THE FOOTBALL FIELD, 147.0 FEET SOUTHEAST OF
 NM0760'TRIANGULATION STATION VERMILLION 1935 212.0 FEET SOUTHEAST OF
 NM0760'THE SOUTHEAST CORNER OF THE OBSERVATORY, 39.0 FEET NORTHEAST OF A
 NM0760'POWER TRANSMISSION LINE POLE, 39 FEET NORTHEAST OF THE CENTER
 NM0760'LINE OF THE ROAD AROUND THE FOOTBALL FIELD, 1.0 FOOT WEST OF A
 NM0760'FENCE, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT BELOW THE
 NM0760'SURFACE OF THE GROUND.
 NM0760
 NM0760                          STATION RECOVERY (1967)
 NM0760
 NM0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0760'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0761 ***********************************************************************
 NM0761  DESIGNATION -  VERMILLION RM 2
 NM0761  PID         -  NM0761
 NM0761  STATE/COUNTY-  SD/CLAY
 NM0761  COUNTRY     -  US
 NM0761  USGS QUAD   -  VERMILLION (2017)
 NM0761
 NM0761                         *CURRENT SURVEY CONTROL
 NM0761  ______________________________________________________________________
 NM0761* NAD 83(1986) POSITION- 42 47 09.29   (N) 096 55 37.80   (W)   HD_HELD1
 NM0761* NAVD 88 ORTHO HEIGHT -   375.369 (meters)     1231.52  (feet) ADJUSTED
 NM0761  ______________________________________________________________________
 NM0761  GEOID HEIGHT    -        -25.585 (meters)                     GEOID18
 NM0761  DYNAMIC HEIGHT  -        375.259 (meters)     1231.16  (feet) COMP
 NM0761  MODELED GRAVITY -    980,318.9   (mgal)                       NAVD 88
 NM0761
 NM0761  VERT ORDER      -  SECOND    CLASS 0
 NM0761
 NM0761.The horizontal coordinates were determined by differentially corrected
 NM0761.hand held GPS observations or other comparable positioning techniques
 NM0761.and have an estimated accuracy of +/- 3 meters.
 NM0761
 NM0761.The orthometric height was determined by differential leveling and
 NM0761.adjusted by the NATIONAL GEODETIC SURVEY
 NM0761.in June 1991.
 NM0761
 NM0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0761.GEOID18 height accuracy estimate available here.
 NM0761
 NM0761.Click photographs - Photos may exist for this station.
 NM0761
 NM0761.The dynamic height is computed by dividing the NAVD 88
 NM0761.geopotential number by the normal gravity value computed on the
 NM0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0761.degrees latitude (g = 980.6199 gals.).
 NM0761
 NM0761.The modeled gravity was interpolated from observed gravity values.
 NM0761
 NM0761;                    North         East    Units  Estimated Accuracy
 NM0761;SPC SD S     -    55,992.7     878,629.6     MT  (+/- 3 meters HH1 GPS) 
 NM0761
 NM0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6954139124(NAD 83)
 NM0761
 NM0761                          SUPERSEDED SURVEY CONTROL
 NM0761
 NM0761  NGVD 29 (??/??/92)  375.167  (m)         1230.86   (f) ADJ UNCH    2 0
 NM0761
 NM0761.Superseded values are not recommended for survey control.
 NM0761
 NM0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0761.See file dsdata.pdf to determine how the superseded data were derived.
 NM0761
 NM0761_MARKER: DR = REFERENCE MARK DISK
 NM0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0761_STAMPING: VERMILLION NO 2 1935
 NM0761_MARK LOGO: CGS
 NM0761_PROJECTION: FLUSH
 NM0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0761+STABILITY: SURFACE MOTION
 NM0761
 NM0761  HISTORY     - Date     Condition        Report By
 NM0761  HISTORY     - 1935     MONUMENTED       CGS
 NM0761  HISTORY     - 1949     GOOD             CGS
 NM0761  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0761
 NM0761                          STATION DESCRIPTION
 NM0761
 NM0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0761'AT VERMILLION.
 NM0761'AT VERMILLION, ON THE CAMPUS OF THE UNIVERSITY AND IN THE
 NM0761'NORTHEAST CORNER OF THE FOOTBALL FIELD, 175.0 FEET SOUTHWEST OF
 NM0761'TRIANGULATION STATION VERMILLION 1935, 123.0 FEET SOUTH AND 32.0
 NM0761'FEET WEST OF THE WEST END OF THE LOWER DOORSTEP OF THE
 NM0761'OBSERVATORY, 50.4 FEET SOUTH OF THE SOUTH CURB OF THE ROAD
 NM0761'AROUND THE FOOTBALL FIELD, AND SET IN THE TOP OF A CONCRETE
 NM0761'POST WHICH IS FLUSH WITH THE GROUND.
 NM0761
 NM0761                          STATION RECOVERY (1967)
 NM0761
 NM0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0761'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1853 ***********************************************************************
 NM1853  DESIGNATION -  VERMILLION TANK
 NM1853  PID         -  NM1853
 NM1853  STATE/COUNTY-  SD/CLAY
 NM1853  COUNTRY     -  US
 NM1853  USGS QUAD   -  VERMILLION (2017)
 NM1853
 NM1853                         *CURRENT SURVEY CONTROL
 NM1853  ______________________________________________________________________
 NM1853* NAD 83(1996) POSITION- 42 46 39.01381(N) 096 55 59.73169(W)   ADJUSTED
 NM1853  ______________________________________________________________________
 NM1853  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM1853  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 NM1853  HORZ ORDER      -  THIRD
 NM1853
 NM1853.The horizontal coordinates were established by classical geodetic methods
 NM1853.and adjusted by the National Geodetic Survey in January 1998.
 NM1853
 NM1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1853.GEOID18 height accuracy estimate available here.
 NM1853
 NM1853.Click photographs - Photos may exist for this station.
 NM1853
 NM1853.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1853
 NM1853. The following values were computed from the NAD 83(1996) position.
 NM1853
 NM1853;                    North         East     Units Scale Factor Converg.
 NM1853;SPC SD S     -    55,038.797   878,169.721   MT  1.00001369   +2 20 44.0
 NM1853;SPC SD S     -   180,573.12  2,881,128.49   sFT  1.00001369   +2 20 44.0
 NM1853;UTM  14      - 4,738,178.821   669,066.124   MT  0.99995166   +1 24 14.3
 NM1853
 NM1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6906638178(NAD 83)
 NM1853
 NM1853                          SUPERSEDED SURVEY CONTROL
 NM1853
 NM1853  NAD 83(1995)-  42 46 39.01390(N)    096 55 59.73162(W) AD(       ) 3
 NM1853  NAD 83(1986)-  42 46 39.01858(N)    096 55 59.72285(W) AD(       ) 3
 NM1853  NAD 27      -  42 46 39.02200(N)    096 55 58.56400(W) AD(       ) 3
 NM1853
 NM1853.Superseded values are not recommended for survey control.
 NM1853
 NM1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1853.See file dsdata.pdf to determine how the superseded data were derived.
 NM1853
 NM1853_MARKER: 53 = ELEVATED TANK
 NM1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1853+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NM1853
 NM1853  HISTORY     - Date     Condition        Report By
 NM1853  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1853  HISTORY     - 1948     GOOD             CGS
 NM1853  HISTORY     - 20120725 GOOD             GEOCAC
 NM1853
 NM1853                          STATION DESCRIPTION
 NM1853
 NM1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1853'POINT OBSERVED UPON WAS THE FINIAL OF THE 150-FOOT SILVER
 NM1853'MUNICIPAL WATER TANK LOCATED IN THE SOUTHWEST PORTION OF
 NM1853'THE TOWN OF VERMILLION ABOUT 100 FEET EAST FROM CENTERLINE
 NM1853'OF MARKET STREET, AND 60 FEET NORTH FROM CENTERLINE OF
 NM1853'BLOOMINGDALE AVENUE.
 NM1853'
 NM1853'OBSERVED UPON FROM STATIONS VERMILLION, UNIVERSITY, DOWD,
 NM1853'STYLE, WALTON, AND WILLOUGHBY.
 NM1853
 NM1853                          STATION RECOVERY (1948)
 NM1853
 NM1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1853'THIS STATION IS LOCATED IN THE CITY OF VERMILLION, ABOUT
 NM1853'IN THE CENTER OF THE BLOCK WHICH IS BOUNDED ON THE SOUTH BY
 NM1853'BLOOMINGDALE STREET AND ON THE WEST BY MARKET STREET.  IT IS
 NM1853'A LARGE, HIGH, (ABOUT 150 FEET HIGH) ELEVATED TANK, SILVER
 NM1853'IN COLOR, WITH A LARGE LIGHT GLOBE AT THE CENTER AND TOP,
 NM1853'AND VERMILLION PRINTED ON THE SOUTH AND NORTH SIDES.  THE GLOBE
 NM1853'AT THE APEX WAS THE POINT INTERSECTED.
 NM1853
 NM1853                          STATION RECOVERY (2012)
 NM1853
 NM1853'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM1853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1849 ***********************************************************************
 NM1849  DESIGNATION -  VERMILLION UNIV OF S DAK CUP
 NM1849  PID         -  NM1849
 NM1849  STATE/COUNTY-  SD/CLAY
 NM1849  COUNTRY     -  US
 NM1849  USGS QUAD   -  VERMILLION (2017)
 NM1849
 NM1849                         *CURRENT SURVEY CONTROL
 NM1849  ______________________________________________________________________
 NM1849* NAD 83(1996) POSITION- 42 47 01.78415(N) 096 55 27.48717(W)   ADJUSTED
 NM1849  ______________________________________________________________________
 NM1849  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM1849  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 NM1849  HORZ ORDER      -  THIRD
 NM1849
 NM1849.The horizontal coordinates were established by classical geodetic methods
 NM1849.and adjusted by the National Geodetic Survey in January 1998.
 NM1849
 NM1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1849.GEOID18 height accuracy estimate available here.
 NM1849
 NM1849.Click photographs - Photos may exist for this station.
 NM1849
 NM1849.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1849
 NM1849. The following values were computed from the NAD 83(1996) position.
 NM1849
 NM1849;                    North         East     Units Scale Factor Converg.
 NM1849;SPC SD S     -    55,770.897   878,873.260   MT  1.00001209   +2 21 06.2
 NM1849;SPC SD S     -   182,975.02  2,883,436.69   sFT  1.00001209   +2 21 06.2
 NM1849;UTM  14      - 4,738,899.218   669,781.555   MT  0.99995464   +1 24 36.8
 NM1849
 NM1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6978138899(NAD 83)
 NM1849
 NM1849                          SUPERSEDED SURVEY CONTROL
 NM1849
 NM1849  NAD 83(1995)-  42 47 01.78427(N)    096 55 27.48709(W) AD(       ) 3
 NM1849  NAD 83(1986)-  42 47 01.78890(N)    096 55 27.47822(W) AD(       ) 3
 NM1849  NAD 27      -  42 47 01.79200(N)    096 55 26.31700(W) AD(       ) 3
 NM1849
 NM1849.Superseded values are not recommended for survey control.
 NM1849
 NM1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1849.See file dsdata.pdf to determine how the superseded data were derived.
 NM1849
 NM1849_MARKER: 86 = CUPOLA
 NM1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1849+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NM1849
 NM1849  HISTORY     - Date     Condition        Report By
 NM1849  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1849  HISTORY     - 1948     GOOD             CGS
 NM1849  HISTORY     - 20120725 GOOD             GEOCAC
 NM1849
 NM1849                          STATION DESCRIPTION
 NM1849
 NM1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1849'POINT OBSERVED UPON WAS THE TIP OF THE TALLEST CUPOLA ATOP
 NM1849'THE MAIN HALL, LOCATED ON THE CAMPUS AND PROPERTY OF THE
 NM1849'UNIVERSITY OF SOUTH DAKOTA.
 NM1849'
 NM1849'OBSERVED UPON FROM STATIONS VERMILLION, UNIVERSITY, DOWD,
 NM1849'AND STYLE.
 NM1849
 NM1849                          STATION RECOVERY (1948)
 NM1849
 NM1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1849'LOCATED IN THE CITY OF VERMILLION AND ON THE CAMPUS OF THE
 NM1849'UNIVERSITY OF SOUTH DAKOTA WHICH IS AT THE NORTHERN EDGE OF
 NM1849'THE CITY.  THE STATION IS THE HIGHEST AND LARGEST, AND THE
 NM1849'CENTER OF THREE CUPALOS AT THE FRONT OF THE OLD ADMINSTRATION
 NM1849'BUILDING.  IT IS WHITE IN COLOR WITH A FLAG STAFF PROJECTING
 NM1849'FROM THE TOP AND CENTER OF ITS ROOF.  THE FLAGG STAFF WAS
 NM1849'THE POINT INTERSECTED.
 NM1849
 NM1849                          STATION RECOVERY (2012)
 NM1849
 NM1849'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM1849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1854 ***********************************************************************
 NM1854  DESIGNATION -  VERMILLION UNIV OF S DAK STK
 NM1854  PID         -  NM1854
 NM1854  STATE/COUNTY-  SD/CLAY
 NM1854  COUNTRY     -  US
 NM1854  USGS QUAD   -  VERMILLION (2017)
 NM1854
 NM1854                         *CURRENT SURVEY CONTROL
 NM1854  ______________________________________________________________________
 NM1854* NAD 83(1996) POSITION- 42 47 03.84342(N) 096 55 25.02887(W)   ADJUSTED
 NM1854  ______________________________________________________________________
 NM1854  GEOID HEIGHT    -        -25.583 (meters)                     GEOID18
 NM1854  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 NM1854  HORZ ORDER      -  THIRD
 NM1854
 NM1854.The horizontal coordinates were established by classical geodetic methods
 NM1854.and adjusted by the National Geodetic Survey in January 1998.
 NM1854
 NM1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1854.GEOID18 height accuracy estimate available here.
 NM1854
 NM1854.Click photographs - Photos may exist for this station.
 NM1854
 NM1854.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1854
 NM1854. The following values were computed from the NAD 83(1996) position.
 NM1854
 NM1854;                    North         East     Units Scale Factor Converg.
 NM1854;SPC SD S     -    55,836.682   878,926.481   MT  1.00001194   +2 21 07.9
 NM1854;SPC SD S     -   183,190.85  2,883,611.30   sFT  1.00001194   +2 21 07.9
 NM1854;UTM  14      - 4,738,964.116   669,835.847   MT  0.99995487   +1 24 38.5
 NM1854
 NM1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6983538964(NAD 83)
 NM1854
 NM1854                          SUPERSEDED SURVEY CONTROL
 NM1854
 NM1854  NAD 83(1995)-  42 47 03.84354(N)    096 55 25.02877(W) AD(       ) 3
 NM1854  NAD 83(1986)-  42 47 03.84811(N)    096 55 25.01992(W) AD(       ) 3
 NM1854  NAD 27      -  42 47 03.85400(N)    096 55 23.86200(W) AD(       ) 3
 NM1854
 NM1854.Superseded values are not recommended for survey control.
 NM1854
 NM1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1854.See file dsdata.pdf to determine how the superseded data were derived.
 NM1854
 NM1854_MARKER: 63 = STACK
 NM1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1854+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 NM1854
 NM1854  HISTORY     - Date     Condition        Report By
 NM1854  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1854  HISTORY     - 1948     GOOD             CGS
 NM1854  HISTORY     - 20120725 GOOD             GEOCAC
 NM1854
 NM1854                          STATION DESCRIPTION
 NM1854
 NM1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1854'POINT OBSERVED UPON WAS THE CENTER OF THE STACK LOCATED AT
 NM1854'THE HEATING PLANT ON THE CAMPUS AND OWNED BY THE UNIVERSITY
 NM1854'OF SOUTH DAKOTA.
 NM1854'
 NM1854'OBSERVED UPON FROM STATIONS VERMILLION, UNIVERSITY, STYLE,
 NM1854'AND DOWD.
 NM1854
 NM1854                          STATION RECOVERY (1948)
 NM1854
 NM1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1854'THIS STATION IS LOCATED IN THE CITY OF VERMILLION AND ON
 NM1854'THE CAMPUS OF THE UNIVERSITY OF SOUTH DAKOTA WHICH IS AT THE
 NM1854'NORTHERN EDGE OF THE CITY.  THE STATION IS A YELLOW BRICK STACK,
 NM1854'AT THE NORTH END OF THE UNIVERSITY HEATING PLANT BUILDING,
 NM1854'APPROXIMATELY 100 YARDS EAST OF THE WATER TANK AND 150 YARDS
 NM1854'NORTHEAST OF THE OLD ADMINSTRATION BUILDING.  THE TOP AND CENTER
 NM1854'OF THE STACK WAS THE POINT INTERSECTED.
 NM1854
 NM1854                          STATION RECOVERY (2012)
 NM1854
 NM1854'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 NM1854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0016 ***********************************************************************
 OR0016  DESIGNATION -  VERNON
 OR0016  PID         -  OR0016
 OR0016  STATE/COUNTY-  SD/DAVISON
 OR0016  COUNTRY     -  US
 OR0016  USGS QUAD   -  BETTS (2017)
 OR0016
 OR0016                         *CURRENT SURVEY CONTROL
 OR0016  ______________________________________________________________________
 OR0016* NAD 83(1986) POSITION- 43 42 30.62094(N) 098 14 22.40672(W)   ADJUSTED
 OR0016* NAVD 88 ORTHO HEIGHT -   428.360 (meters)     1405.38  (feet) ADJUSTED
 OR0016  ______________________________________________________________________
 OR0016  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 OR0016  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 OR0016  DYNAMIC HEIGHT  -        428.252 (meters)     1405.02  (feet) COMP
 OR0016  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 OR0016
 OR0016  HORZ ORDER      -  SECOND
 OR0016  VERT ORDER      -  FIRST     CLASS II
 OR0016
 OR0016.The horizontal coordinates were established by classical geodetic methods
 OR0016.and adjusted by the National Geodetic Survey in June 2004.
 OR0016
 OR0016.The orthometric height was determined by differential leveling and
 OR0016.adjusted by the NATIONAL GEODETIC SURVEY
 OR0016.in June 1991.
 OR0016
 OR0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0016.GEOID18 height accuracy estimate available here.
 OR0016
 OR0016.Click photographs - Photos may exist for this station.
 OR0016
 OR0016.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0016
 OR0016.The dynamic height is computed by dividing the NAVD 88
 OR0016.geopotential number by the normal gravity value computed on the
 OR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0016.degrees latitude (g = 980.6199 gals.).
 OR0016
 OR0016.The modeled gravity was interpolated from observed gravity values.
 OR0016
 OR0016. The following values were computed from the NAD 83(1986) position.
 OR0016
 OR0016;                    North         East     Units Scale Factor Converg.
 OR0016;SPC SD S     -   154,896.667   768,720.412   MT  0.99990810   +1 26 39.8
 OR0016;SPC SD S     -   508,190.15  2,522,043.55   sFT  0.99990810   +1 26 39.8
 OR0016;UTM  14      - 4,839,778.994   561,265.589   MT  0.99964617   +0 31 31.7
 OR0016
 OR0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0016!SPC SD S     -   0.99993693  x   0.99990810  =   0.99984504
 OR0016!UTM  14      -   0.99993693  x   0.99964617  =   0.99958313
 OR0016
 OR0016:                Primary Azimuth Mark                     Grid Az
 OR0016:SPC SD S     -  BETTS                                    090 28 46.3
 OR0016:UTM  14      -  BETTS                                    091 23 54.4
 OR0016
 OR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP6126539778(NAD 83)
 OR0016
 OR0016|---------------------------------------------------------------------|
 OR0016| PID    Reference Object                     Distance      Geod. Az  |
 OR0016|                                                           dddmmss.s |
 OR0016| OR0017 VERNON RM                            23.752 METERS 00041     |
 OR0016| OR0015 BETTS                               APPROX. 7.2 KM 0915526.1 |
 OR0016|---------------------------------------------------------------------|
 OR0016
 OR0016                          SUPERSEDED SURVEY CONTROL
 OR0016
 OR0016  NAD 83(1996)-  43 42 30.61657(N)    098 14 22.40326(W) AD(       ) 2
 OR0016  NAD 83(1995)-  43 42 30.63157(N)    098 14 22.38270(W) AD(       ) 2
 OR0016  NAD 83(1986)-  43 42 30.63957(N)    098 14 22.39038(W) AD(       ) 2
 OR0016  NAD 27      -  43 42 30.69400(N)    098 14 21.09800(W) AD(       ) 2
 OR0016  NAVD 88             428.36   (m)         1405.4    (f) LEVELING    3  
 OR0016  NGVD 29 (??/??/92)  428.053  (m)         1404.37   (f) ADJ UNCH    1 2
 OR0016  NGVD 29             428.05   (m)         1404.4    (f) LEVELING    3  
 OR0016
 OR0016.Superseded values are not recommended for survey control.
 OR0016
 OR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0016.See file dsdata.pdf to determine how the superseded data were derived.
 OR0016
 OR0016_MARKER: DS = TRIANGULATION STATION DISK
 OR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0016_STAMPING: VERNON 1924
 OR0016_MARK LOGO: CGS
 OR0016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0016+STABILITY: SURFACE MOTION
 OR0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0016+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1992
 OR0016
 OR0016  HISTORY     - Date     Condition        Report By
 OR0016  HISTORY     - 1924     MONUMENTED       CGS
 OR0016  HISTORY     - 1924     GOOD             CGS
 OR0016  HISTORY     - 1935     GOOD             CGS
 OR0016  HISTORY     - 1935     GOOD             CGS
 OR0016  HISTORY     - 19910617 GOOD             NGS
 OR0016  HISTORY     - 19921027 GOOD             NGS
 OR0016
 OR0016                          STATION DESCRIPTION
 OR0016
 OR0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0016'THIS STATION IS ALONG THE RIGHT-OF-WAY OF THE CHICAGO MILWAUKEE
 OR0016'ST. PAUL AND PACIFIC RAILROAD, ABOUT 1-1/2 MILES E OF THE
 OR0016'VILLAGE OF MT. VERNON.  IT IS ABOUT 3/8 MILE E OF THE FIRST
 OR0016'SECTION-LINE ROAD E OF MT. VERNON, ABOUT 100 YARDS E OF
 OR0016'WHISTLE POST.  THE MARK IS ABOUT 25 FEET S OF S RAIL AND
 OR0016'ABOUT 1-1/2 FEET BELOW THE TRACK LEVEL.
 OR0016'
 OR0016'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OR0016'IN CONCRETE.
 OR0016'
 OR0016'REFERENCE MARK IS OPPOSITE, JUST INSIDE THE FENCE MARKING
 OR0016'THE NORTHERN LIMITS OF THE RIGHT-OF-WAY.
 OR0016'
 OR0016'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.44 METERS.
 OR0016
 OR0016                          STATION RECOVERY (1924)
 OR0016
 OR0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 OR0016'1.5 MI E FROM MOUNT VERNON.
 OR0016'ABOUT 1-1/2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0016'AND PACIFIC RAILROAD FROM MOUNT VERNON, DAVISON COUNTY, ABOUT 3/8
 OR0016'MILE EAST OF THE CROSSING OF THE FIRST SECTION-LINE ROAD EAST
 OR0016'OF THE TOWN, ABOUT 100 YARDS EAST OF A WHISTLE POST, ABOUT 138
 OR0016'FEET EAST OF A PRIVATE-ROAD CROSSING, 30-1/2 FEET SOUTH OF THE
 OR0016'CENTER LINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 OR0016'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED VERNON
 OR0016'1924 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OR0016'1 INCH ABOVE GROUND.
 OR0016
 OR0016                          STATION RECOVERY (1935)
 OR0016
 OR0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0016'THIS STATION RECOVERED JUNE 7, 1935 AND FOUND TO BE IN GOOD
 OR0016'CONDITION.  THE DESCRIPTION OF STATION IS CORRECT EXCEPT THAT
 OR0016'THE MARK IS 30.5 FEET S OF CENTER LINE OF TRACK OR ABOUT
 OR0016'28 FEET S OF S RAIL RATHER THAN 23 OR 25 FEET.  ALSO, MARK
 OR0016'IS 138 FEET E OF CENTER OF PRIVATE-ROAD CROSSING AND 20 FEET
 OR0016'N OF S RIGHT-OF-WAY FENCE.
 OR0016'
 OR0016'REFERENCE MARK IS 47.5 FEET N OF CENTER LINE OF TRACK, 2.5
 OR0016'FEET S OF N RIGHT-OF-WAY FENCE, AND ABOUT 78 FEET N OF STATION.
 OR0016
 OR0016                          STATION RECOVERY (1935)
 OR0016
 OR0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0016'RECOVERED IN GOOD CONDITION.
 OR0016
 OR0016                          STATION RECOVERY (1991)
 OR0016
 OR0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0016'1.7 KM (1.1 MI) EASTERLY ALONG THE DAKOTA SOUTHERN RAILROAD FROM THE
 OR0016'INTERSECTION OF SOUTH MAIN STREET IN MOUNT VERNON, 42.2 M (138.5 FT)
 OR0016'EAST OF THE CENTER OF A DIRT ROAD, 23.8 M (78.1 FT) SOUTH OF THE
 OR0016'REFERENCE MARK, 8.6 M (28.2 FT) SOUTH OF THE NEAR RAIL, 6.1 M (20.0
 OR0016'FT) NORTH OF A FENCE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 OR0016'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OR0016
 OR0016                          STATION RECOVERY (1992)
 OR0016
 OR0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OR0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0017 ***********************************************************************
 OR0017  DESIGNATION -  VERNON RM
 OR0017  PID         -  OR0017
 OR0017  STATE/COUNTY-  SD/DAVISON
 OR0017  COUNTRY     -  US
 OR0017  USGS QUAD   -  BETTS (2017)
 OR0017
 OR0017                         *CURRENT SURVEY CONTROL
 OR0017  ______________________________________________________________________
 OR0017* NAD 83(1986) POSITION- 43 42 31.39   (N) 098 14 22.39   (W)   HD_HELD1
 OR0017* NAVD 88 ORTHO HEIGHT -   427.25  (+/-2cm)     1401.7   (feet) VERTCON3
 OR0017  ______________________________________________________________________
 OR0017  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 OR0017  VERT ORDER      -  ? (See Below)
 OR0017
 OR0017.The horizontal coordinates were determined by differentially corrected
 OR0017.hand held GPS observations or other comparable positioning techniques
 OR0017.and have an estimated accuracy of +/- 3 meters.
 OR0017
 OR0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0017
 OR0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0017.GEOID18 height accuracy estimate available here.
 OR0017
 OR0017.The vertical order pertains to the NGVD 29 superseded value.
 OR0017
 OR0017.Click photographs - Photos may exist for this station.
 OR0017
 OR0017;                    North         East    Units  Estimated Accuracy
 OR0017;SPC SD S     -   154,920.4     768,720.2     MT  (+/- 3 meters HH1 GPS) 
 OR0017
 OR0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP6126539802(NAD 83)
 OR0017
 OR0017                          SUPERSEDED SURVEY CONTROL
 OR0017
 OR0017  NGVD 29 (??/??/92)  426.938  (m)         1400.71   (f) ADJ UNCH       
 OR0017
 OR0017.Superseded values are not recommended for survey control.
 OR0017
 OR0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0017.See file dsdata.pdf to determine how the superseded data were derived.
 OR0017
 OR0017_MARKER: DR = REFERENCE MARK DISK
 OR0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0017_STAMPING: VERNON 1924
 OR0017_MARK LOGO: CGS
 OR0017_PROJECTION: RECESSED 10 CENTIMETERS
 OR0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0017+STABILITY: SURFACE MOTION
 OR0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0017+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1991
 OR0017
 OR0017  HISTORY     - Date     Condition        Report By
 OR0017  HISTORY     - 1924     MONUMENTED       CGS
 OR0017  HISTORY     - 1935     GOOD             CGS
 OR0017  HISTORY     - 19910617 GOOD             NGS
 OR0017
 OR0017                          STATION DESCRIPTION
 OR0017
 OR0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0017'1.5 MI E FROM MOUNT VERNON.
 OR0017'ABOUT 1-1/2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0017'AND PACIFIC RAILROAD FROM MOUNT VERNON, DAVISON COUNTY, ABOUT
 OR0017'3/8 MILE EAST OF THE CROSSING OF THE FIRST SECTION-LINE ROAD
 OR0017'EAST OF THE TOWN, ABOUT 100 YARDS EAST OF A WHISTLE POST,
 OR0017'ABOUT 26 YARDS NORTH OF TRAVERSE STATION VERNON, DESCRIBED
 OR0017'ABOVE, AND 47.5 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 OR0017'A STANDARD REFERENCE-MARK DISK, STAMPED VERNON 1924 AND SET IN
 OR0017'THE TOP OF A CONCRETE POST.
 OR0017
 OR0017                          STATION RECOVERY (1935)
 OR0017
 OR0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0017'RECOVERED IN GOOD CONDITION.
 OR0017
 OR0017                          STATION RECOVERY (1991)
 OR0017
 OR0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0017'1.7 KM (1.1 MI) EASTERLY ALONG THE DAKOTA SOUTHERN RAILROAD FROM THE
 OR0017'INTERSECTION OF SOUTH MAIN STREET IN MOUNT VERNON, 42.2 M (138.5 FT)
 OR0017'EAST OF THE CENTER OF A DIRT ROAD, 23.8 M (78.1 FT) NORTH OF
 OR0017'TRIANGULATION STATION VERNON, 13.6 M (44.6 FT) NORTH OF THE NEAR
 OR0017'RAIL, 0.7 M (2.3 FT) SOUTH OF A FENCE, AND THE MONUMENT IS RECESSED
 OR0017'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0756 ***********************************************************************
 OS0756  DESIGNATION -  VETAL
 OS0756  PID         -  OS0756
 OS0756  STATE/COUNTY-  SD/BENNETT
 OS0756  COUNTRY     -  US
 OS0756  USGS QUAD   -  HARRINGTON (2017)
 OS0756
 OS0756                         *CURRENT SURVEY CONTROL
 OS0756  ______________________________________________________________________
 OS0756* NAD 83(1996) POSITION- 43 14 26.13715(N) 101 19 54.80886(W)   ADJUSTED
 OS0756* NAVD 88 ORTHO HEIGHT -  1002.922 (meters)     3290.42  (feet) ADJUSTED
 OS0756  ______________________________________________________________________
 OS0756  GEOID HEIGHT    -        -20.887 (meters)                     GEOID18
 OS0756  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 OS0756  DYNAMIC HEIGHT  -       1002.521 (meters)     3289.10  (feet) COMP
 OS0756  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 OS0756
 OS0756  HORZ ORDER      -  FIRST
 OS0756  VERT ORDER      -  FIRST     CLASS II
 OS0756
 OS0756.The horizontal coordinates were established by classical geodetic methods
 OS0756.and adjusted by the National Geodetic Survey in January 1998.
 OS0756
 OS0756.The orthometric height was determined by differential leveling and
 OS0756.adjusted by the NATIONAL GEODETIC SURVEY
 OS0756.in June 1994.
 OS0756
 OS0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0756.GEOID18 height accuracy estimate available here.
 OS0756
 OS0756.Click photographs - Photos may exist for this station.
 OS0756
 OS0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0756
 OS0756.The dynamic height is computed by dividing the NAVD 88
 OS0756.geopotential number by the normal gravity value computed on the
 OS0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0756.degrees latitude (g = 980.6199 gals.).
 OS0756
 OS0756.The modeled gravity was interpolated from observed gravity values.
 OS0756
 OS0756. The following values were computed from the NAD 83(1996) position.
 OS0756
 OS0756;                    North         East     Units Scale Factor Converg.
 OS0756;SPC SD S     -   101,275.957   518,902.778   MT  0.99992849   -0 41 19.9
 OS0756;SPC SD S     -   332,269.54  1,702,433.53   sFT  0.99992849   -0 41 19.9
 OS0756;UTM  14      - 4,790,173.017   310,671.361   MT  1.00004096   -1 35 52.7
 OS0756
 OS0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0756!SPC SD S     -   0.99984602  x   0.99992849  =   0.99977452
 OS0756!UTM  14      -   0.99984602  x   1.00004096  =   0.99988698
 OS0756
 OS0756:                Primary Azimuth Mark                     Grid Az
 OS0756:SPC SD S     -  VETAL AZ MK                              315 59 05.0
 OS0756:UTM  14      -  VETAL AZ MK                              316 53 37.8
 OS0756
 OS0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1067190173(NAD 83)
 OS0756
 OS0756|---------------------------------------------------------------------|
 OS0756| PID    Reference Object                     Distance      Geod. Az  |
 OS0756|                                                           dddmmss.s |
 OS0756| OS0946 VETAL RM 1                           29.746 METERS 21943     |
 OS0756| OS1071 VETAL AZ MK                                        3151745.1 |
 OS0756| OS0947 VETAL RM 2                           34.662 METERS 31847     |
 OS0756|---------------------------------------------------------------------|
 OS0756
 OS0756                          SUPERSEDED SURVEY CONTROL
 OS0756
 OS0756  NAD 83(1995)-  43 14 26.13704(N)    101 19 54.80868(W) AD(       ) 1
 OS0756  NAD 83(1986)-  43 14 26.13170(N)    101 19 54.82121(W) AD(       ) 1
 OS0756  NAD 27      -  43 14 26.13800(N)    101 19 53.28000(W) AD(       ) 1
 OS0756
 OS0756.Superseded values are not recommended for survey control.
 OS0756
 OS0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0756.See file dsdata.pdf to determine how the superseded data were derived.
 OS0756
 OS0756_MARKER: DS = TRIANGULATION STATION DISK
 OS0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0756_STAMPING: VETAL 1936
 OS0756_MARK LOGO: CGS
 OS0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0756+STABILITY: SURFACE MOTION
 OS0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0756+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 OS0756
 OS0756  HISTORY     - Date     Condition        Report By
 OS0756  HISTORY     - 1936     MONUMENTED       CGS
 OS0756  HISTORY     - 1936     GOOD             CGS
 OS0756  HISTORY     - 19931013 GOOD             NGS
 OS0756
 OS0756                          STATION DESCRIPTION
 OS0756
 OS0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0756'STATION IS ABOUT 22 MILES EAST-NORTHEAST OF MARTIN, 4.0 MILES
 OS0756'NORTHEAST OF VETAL, 5.1 MILES WEST OF COUNTY LINE, 0.3 MILE
 OS0756'SOUTHEAST OF SECTION CORNER, 0.8 MILE EAST OF RANCH HOUSE, ON
 OS0756'A FLAT-TOPPED RIDGE IN PASTURE, 5 PACES NORTH OF CENTERLINE OF
 OS0756'EAST-WEST TRAIL.  MARK PROJECTS ABOUT 5 INCHES.
 OS0756'
 OS0756'TO REACH FROM VETAL, S. DAK., GO EAST ON U.S. HIGHWAY 18 FOR
 OS0756'1.0 MILE TO CROSS ROAD (ONE-STORY WHITE HOUSE IN SOUTHWEST CORNER),
 OS0756'TURN NORTH ON DIRT ROAD AND GO 2.2 MILES TO RANCH HOUSE, TURN
 OS0756'RIGHT (EAST), BEAR DOWN STEEP SLOPE AND UPHILL FOR 0.5 MILE
 OS0756'TO WIRE GATE AND SECTION CORNER, GO THROUGH GATE AND TURN
 OS0756'SOUTHEAST ON PASTURE TRAIL FOR 0.35 MILE TO STATION ON NORTH
 OS0756'SIDE OF TRAIL.
 OS0756'
 OS0756'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF STATION, 18 PACES SOUTH
 OS0756'OF TRAIL.  MARK PROJECTS 5 INCHES.
 OS0756'
 OS0756'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 19 PACES NORTH OF
 OS0756'TRAIL.  MARK PROJECTS ABOUT 5 INCHES.
 OS0756'
 OS0756'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF STATION IN
 OS0756'NORTH-SOUTH FENCE LINE, 0.05 MILE SOUTH OF GATE ENTERING PASTURE.
 OS0756'MARK PROJECTS ABOUT 6 INCHES.
 OS0756'
 OS0756'ALL LINES VISIBLE FROM GROUND.
 OS0756'
 OS0756'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 OS0756
 OS0756                          STATION RECOVERY (1936)
 OS0756
 OS0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 OS0756'RECOVERED IN GOOD CONDITION.
 OS0756
 OS0756                          STATION RECOVERY (1993)
 OS0756
 OS0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0756'34.8 KM (21.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0756'OF STATE HIGHWAY 17 IN MARTIN, THENCE 1.2 KM (0.75 MI) NORTHERLY
 OS0756'ALONG A TRACK ROAD TO A WINDMILL, THENCE 0.3 KM (0.20 MI) NORTHERLY
 OS0756'ALONG A GULCH TO A POWERLINE CROSSING, THENCE 1.0 KM (0.60 MI)
 OS0756'NORTHERLY ALONG THE GULCH TO A FENCE, THENCE 0.5 KM (0.30 MI)
 OS0756'NORTHERLY ACROSS COUNTRY, ON A FLAT TOP EAST-WEST RIDGE, 4.3 KM (2.65
 OS0756'MI) NORTHEAST OF THE SMALL COMMUNITY OF VETAL, 34.7 M (113.8 FT)
 OS0756'SOUTHEAST OF REFERENCE MARK 2, 28.6 M (93.8 FT) NORTH-NORTHEAST OF
 OS0756'REFERENCE MARK 1, 1.0 M (3.3 FT) NORTH OF A WITNESS POST, AND THE
 OS0756'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 OS0756'MARK IS ON PROPERTY OWNED BY NEAL PUTNAM, ONEAL, NE AND LEASED BY
 OS0756'JEFF JOHNSON, HC77, BOX 36, VETAL, SD 57574, TELEPHONE NUMBER (605)
 OS0756'685-6913.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0946 ***********************************************************************
 OS0946  DESIGNATION -  VETAL RM 1
 OS0946  PID         -  OS0946
 OS0946  STATE/COUNTY-  SD/BENNETT
 OS0946  COUNTRY     -  US
 OS0946  USGS QUAD   -  HARRINGTON (2017)
 OS0946
 OS0946                         *CURRENT SURVEY CONTROL
 OS0946  ______________________________________________________________________
 OS0946* NAD 83(1986) POSITION- 43 14 25.40   (N) 101 19 55.65   (W)   HD_HELD1
 OS0946* NAVD 88 ORTHO HEIGHT -  1002.398 (meters)     3288.70  (feet) ADJUSTED
 OS0946  ______________________________________________________________________
 OS0946  GEOID HEIGHT    -        -20.886 (meters)                     GEOID18
 OS0946  DYNAMIC HEIGHT  -       1001.997 (meters)     3287.39  (feet) COMP
 OS0946  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 OS0946
 OS0946  VERT ORDER      -  FIRST     CLASS II
 OS0946
 OS0946.The horizontal coordinates were determined by differentially corrected
 OS0946.hand held GPS observations or other comparable positioning techniques
 OS0946.and have an estimated accuracy of +/- 3 meters.
 OS0946
 OS0946.The orthometric height was determined by differential leveling and
 OS0946.adjusted by the NATIONAL GEODETIC SURVEY
 OS0946.in June 1994.
 OS0946
 OS0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0946.GEOID18 height accuracy estimate available here.
 OS0946
 OS0946.Click photographs - Photos may exist for this station.
 OS0946
 OS0946.The dynamic height is computed by dividing the NAVD 88
 OS0946.geopotential number by the normal gravity value computed on the
 OS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0946.degrees latitude (g = 980.6199 gals.).
 OS0946
 OS0946.The modeled gravity was interpolated from observed gravity values.
 OS0946
 OS0946;                    North         East    Units  Estimated Accuracy
 OS0946;SPC SD S     -   101,253.4     518,883.5     MT  (+/- 3 meters HH1 GPS) 
 OS0946
 OS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1065190150(NAD 83)
 OS0946
 OS0946                          SUPERSEDED SURVEY CONTROL
 OS0946
 OS0946.No superseded survey control is available for this station.
 OS0946
 OS0946_MARKER: DR = REFERENCE MARK DISK
 OS0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0946_STAMPING: VETAL NO 1 1936
 OS0946_MARK LOGO: CGS
 OS0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0946+STABILITY: SURFACE MOTION
 OS0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0946+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 OS0946
 OS0946  HISTORY     - Date     Condition        Report By
 OS0946  HISTORY     - 1936     MONUMENTED       CGS
 OS0946  HISTORY     - 19931013 GOOD             NGS
 OS0946
 OS0946                          STATION DESCRIPTION
 OS0946
 OS0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0946'34.8 KM (21.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0946'OF STATE HIGHWAY 17 IN MARTIN, THENCE 1.2 KM (0.75 MI) NORTHERLY
 OS0946'ALONG A TRACK ROAD TO A WINDMILL, THENCE 0.3 KM (0.20 MI) NORTHERLY
 OS0946'ALONG A GULCH TO A POWERLINE CROSSING, THENCE 1.0 KM (0.60 MI)
 OS0946'NORTHERLY ALONG THE GULCH TO A FENCE, THENCE 0.5 KM (0.30 MI)
 OS0946'NORTHERLY ACROSS COUNTRY, ON A FLAT TOP EAST-WEST RIDGE, 4.3 KM (2.65
 OS0946'MI) NORTHEAST OF THE SMALL COMMUNITY OF VETAL, 29.7 M (97.4 FT)
 OS0946'SOUTH-SOUTHWEST OF TRIANGULATION STATION VETAL, 28.6 M (93.8 FT)
 OS0946'SOUTH-SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M
 OS0946'(0.49 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY
 OS0946'OWNED BY BILL PUTNAM, ONEAL, NE AND LEASED BY JEFF JOHNSON, HC77, BOX
 OS0946'36, VETAL, SD 57574, TELEPHONE NUMBER (605) 685-6913.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0947 ***********************************************************************
 OS0947  DESIGNATION -  VETAL RM 2
 OS0947  PID         -  OS0947
 OS0947  STATE/COUNTY-  SD/BENNETT
 OS0947  COUNTRY     -  US
 OS0947  USGS QUAD   -  HARRINGTON (2017)
 OS0947
 OS0947                         *CURRENT SURVEY CONTROL
 OS0947  ______________________________________________________________________
 OS0947* NAD 83(1986) POSITION- 43 14 26.98   (N) 101 19 55.82   (W)   HD_HELD1
 OS0947* NAVD 88 ORTHO HEIGHT -  1002.398 (meters)     3288.70  (feet) ADJUSTED
 OS0947  ______________________________________________________________________
 OS0947  GEOID HEIGHT    -        -20.887 (meters)                     GEOID18
 OS0947  DYNAMIC HEIGHT  -       1001.997 (meters)     3287.39  (feet) COMP
 OS0947  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 OS0947
 OS0947  VERT ORDER      -  FIRST     CLASS II
 OS0947
 OS0947.The horizontal coordinates were determined by differentially corrected
 OS0947.hand held GPS observations or other comparable positioning techniques
 OS0947.and have an estimated accuracy of +/- 3 meters.
 OS0947
 OS0947.The orthometric height was determined by differential leveling and
 OS0947.adjusted by the NATIONAL GEODETIC SURVEY
 OS0947.in June 1994.
 OS0947
 OS0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0947.GEOID18 height accuracy estimate available here.
 OS0947
 OS0947.Click photographs - Photos may exist for this station.
 OS0947
 OS0947.The dynamic height is computed by dividing the NAVD 88
 OS0947.geopotential number by the normal gravity value computed on the
 OS0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0947.degrees latitude (g = 980.6199 gals.).
 OS0947
 OS0947.The modeled gravity was interpolated from observed gravity values.
 OS0947
 OS0947;                    North         East    Units  Estimated Accuracy
 OS0947;SPC SD S     -   101,302.2     518,880.3     MT  (+/- 3 meters HH1 GPS) 
 OS0947
 OS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1064990199(NAD 83)
 OS0947
 OS0947                          SUPERSEDED SURVEY CONTROL
 OS0947
 OS0947.No superseded survey control is available for this station.
 OS0947
 OS0947_MARKER: DR = REFERENCE MARK DISK
 OS0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0947_STAMPING: VETAL NO 2 1936
 OS0947_MARK LOGO: CGS
 OS0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0947+STABILITY: SURFACE MOTION
 OS0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0947+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 OS0947
 OS0947  HISTORY     - Date     Condition        Report By
 OS0947  HISTORY     - 1936     MONUMENTED       CGS
 OS0947  HISTORY     - 19931013 GOOD             NGS
 OS0947
 OS0947                          STATION DESCRIPTION
 OS0947
 OS0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OS0947'34.8 KM (21.60 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OS0947'OF STATE HIGHWAY 17 IN MARTIN, THENCE 1.2 KM (0.75 MI) NORTHERLY
 OS0947'ALONG A TRACK ROAD TO A WINDMILL, THENCE 0.3 KM (0.20 MI) NORTHERLY
 OS0947'ALONG A GULCH TO A POWERLINE CROSSING, THENCE 1.0 KM (0.60 MI)
 OS0947'NORTHERLY ALONG THE GULCH TO A FENCE, THENCE 0.5 KM (0.30 MI)
 OS0947'NORTHERLY ACROSS COUNTRY, ON A FLAT TOP EAST-WEST RIDGE, 4.3 KM (2.65
 OS0947'MI) NORTHEAST OF THE SMALL COMMUNITY OF VETAL, 34.7 M (113.8 FT)
 OS0947'NORTHWEST OF TRIANGULATION STATION VETAL, 35.0 M (114.8 FT) NORTHWEST
 OS0947'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE
 OS0947'THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY BILL
 OS0947'PUTNAM, ONEAL, NE AND LEASED BY JEFF JOHNSON, HC77, BOX 36, VETAL, SD
 OS0947'57574 (605) 685-6913.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2323 ***********************************************************************
 PU2323  DESIGNATION -  VETERAN
 PU2323  PID         -  PU2323
 PU2323  STATE/COUNTY-  SD/MEADE
 PU2323  COUNTRY     -  US
 PU2323  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 PU2323
 PU2323                         *CURRENT SURVEY CONTROL
 PU2323  ______________________________________________________________________
 PU2323* NAD 83(1996) POSITION- 44 19 58.81139(N) 103 32 20.92863(W)   ADJUSTED
 PU2323* NAVD 88 ORTHO HEIGHT -  1627.    (meters)     5338.    (feet) SCALED
 PU2323  ______________________________________________________________________
 PU2323  GEOID HEIGHT    -        -14.588 (meters)                     GEOID18
 PU2323  LAPLACE CORR    -        -14.35  (seconds)                    DEFLEC18
 PU2323  HORZ ORDER      -  SECOND
 PU2323
 PU2323.The horizontal coordinates were established by classical geodetic methods
 PU2323.and adjusted by the National Geodetic Survey in January 1998.
 PU2323
 PU2323.The orthometric height was scaled from a topographic map.
 PU2323
 PU2323.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2323.GEOID18 height accuracy estimate available here.
 PU2323
 PU2323.Click photographs - Photos may exist for this station.
 PU2323
 PU2323.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2323
 PU2323. The following values were computed from the NAD 83(1996) position.
 PU2323
 PU2323;                    North         East     Units Scale Factor Converg.
 PU2323;SPC SD N     -    61,693.967   317,816.063   MT  1.00001708   -2 30 17.2
 PU2323;SPC SD N     -   202,407.62  1,042,701.53   sFT  1.00001708   -2 30 17.2
 PU2323;UTM  13      - 4,909,897.547   616,465.855   MT  0.99976682   +1 01 15.6
 PU2323
 PU2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2323!SPC SD N     -   0.99974731  x   1.00001708  =   0.99976438
 PU2323!UTM  13      -   0.99974731  x   0.99976682  =   0.99951419
 PU2323
 PU2323:                Primary Azimuth Mark                     Grid Az
 PU2323:SPC SD N     -  WHITEWOOD PEAK                           310 20 27.8
 PU2323:UTM  13      -  WHITEWOOD PEAK                           306 48 55.0
 PU2323
 PU2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1646509897(NAD 83)
 PU2323
 PU2323|---------------------------------------------------------------------|
 PU2323| PID    Reference Object                     Distance      Geod. Az  |
 PU2323|                                                           dddmmss.s |
 PU2323| PU2322 VETERANS LOOKOUT TOWER                7.566 METERS 17647     |
 PU2323| CQ4316 VETERAN RM 1                         24.427 METERS 19541     |
 PU2323| PU2329 WHITEWOOD PEAK                      APPROX.13.8 KM 3075010.6 |
 PU2323| CQ4317 VETERAN RM 2                         15.256 METERS 32900     |
 PU2323|---------------------------------------------------------------------|
 PU2323
 PU2323                          SUPERSEDED SURVEY CONTROL
 PU2323
 PU2323  NAD 83(1993)-  44 19 58.80404(N)    103 32 20.93128(W) AD(       ) 2
 PU2323  NAD 83(1986)-  44 19 58.80057(N)    103 32 20.92723(W) AD(       ) 2
 PU2323  NAD 27      -  44 19 58.85580(N)    103 32 19.24250(W) AD(       ) 2
 PU2323
 PU2323.Superseded values are not recommended for survey control.
 PU2323
 PU2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2323.See file dsdata.pdf to determine how the superseded data were derived.
 PU2323
 PU2323_MARKER: DS = TRIANGULATION STATION DISK
 PU2323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2323_STAMPING: VETERAN 1950
 PU2323_MARK LOGO: CGS
 PU2323_PROJECTION: PROJECTING 10 CENTIMETERS
 PU2323_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2323+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2021
 PU2323
 PU2323  HISTORY     - Date     Condition        Report By
 PU2323  HISTORY     - 1950     MONUMENTED       CGS
 PU2323  HISTORY     - 1962     GOOD             CGS
 PU2323  HISTORY     - 20210403 GOOD             GEOCAC
 PU2323
 PU2323                          STATION DESCRIPTION
 PU2323
 PU2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2323'THE STATION IS LOCATED ABOUT 5-3/4 MILES SOUTH AND 1-1/2
 PU2323'MILES WEST OF STURGIS, 5-1/4 MILES WEST AND 2-1/4 MILES
 PU2323'NORTH OF THE SMALL SETTLEMENT OF TILFORD, AND AT THE SITE
 PU2323'OF THE VETERANS LOOKOUT TOWER IN THE BLACK HILLS NATIONAL FOREST.
 PU2323'
 PU2323'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 PU2323'AND STATE HIGHWAY 24 AND 79 IN STURGIS, GO SOUTH ON U.S.
 PU2323'HIGHWAY 14 AND STATE HIGHWAY 79 FOR 1.1 MILES TO A SIDE ROAD
 PU2323'ON THE RIGHT.  TURN RIGHT, WEST, AND GO FOR 0.05 MILE TO THE
 PU2323'RAILROAD TRACK, TURN LEFT, SOUTH, ON THE EAST SIDE OF THE TRACK
 PU2323'AND GO 0.25 MILE TO A ROAD FORK.  BEAR RIGHT, WEST AND SOUTH
 PU2323'ACROSS THE TRACK AND GO FOR 0.5 MILE TO ANOTHER FORK.  BEAR
 PU2323'LEFT, EAST, AND GO FOR 0.3 MILE TO ANOTHER FORK.  BEAR RIGHT,
 PU2323'SOUTH AND WEST, AND FOLLOW THE MAIN GRAVELED ROAD FOR
 PU2323'3.95 MILES TO A ANOTHER FORK.  BEAR LEFT, AND GO
 PU2323'SOUTHERLY FOR 1.65 MILES TO A SIDE ROAD ON THE LEFT AND
 PU2323'SIGN VETERANS LO TURN LEFT, AND FOLLOW THE FOREST SERVICE
 PU2323'ROAD FOR 0.7 MILE TO THE LOOKOUT TOWER AND THE STATION.
 PU2323'
 PU2323'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 PU2323'2-INCH CAST IRON PIPE, PROJECTING 4 INCHES, AND THE DISK IS
 PU2323'STAMPED VETERAN 1950.
 PU2323'
 PU2323'REFERENCE MARK NO. 1 IS 11 FEET WEST OF THE CENTER OF THE
 PU2323'ROAD.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE
 PU2323'IN OUTCROPPING BEDROCK.  IT IS FLUSH WITH THE GROUND, AND
 PU2323'THE DISK IS STAMPED VETERAN NO 1 1950.
 PU2323'
 PU2323'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILLED
 PU2323'HOLE IN OUTCROPPING BEDROCK.  THE ROCK IS FLUSH WITH THE
 PU2323'GROUND, AND THE DISK IS STAMPED VETERAN NO 2 1950.
 PU2323'
 PU2323'DUE TO HIGH TIMBER SURROUNDING THE STATION, NO AZIMUTH MARK
 PU2323'WAS ESTABLISHED.
 PU2323'
 PU2323'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 PU2323
 PU2323                          STATION RECOVERY (1962)
 PU2323
 PU2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2323'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 PU2323'AND IN GOOD CONDITION.
 PU2323'
 PU2323'NO OBSERVATION WERE MADE FROM THE STATION THIS DATE, AND WAS
 PU2323'USED FOR A CHECK ANGLE ONLY.
 PU2323
 PU2323                          STATION RECOVERY (2021)
 PU2323
 PU2323'RECOVERY NOTE BY GEOCACHING 2021 (JRS)
 PU2323'STATION MARK IS LOCATED WITHIN 12 INCHES (30 CM) OF THE NORTH WALL OF
 PU2323'A SMALL CINDER BLOCK BUILDING AND A SMALL POWER GENERATOR ON A
 PU2323'CONCRETE PAD.  DID NOT SEARCH FOR REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2322 ***********************************************************************
 PU2322  DESIGNATION -  VETERANS LOOKOUT TOWER
 PU2322  PID         -  PU2322
 PU2322  STATE/COUNTY-  SD/MEADE
 PU2322  COUNTRY     -  US
 PU2322  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 PU2322
 PU2322                         *CURRENT SURVEY CONTROL
 PU2322  ______________________________________________________________________
 PU2322* NAD 83(1996) POSITION- 44 19 58.56664(N) 103 32 20.90949(W)   ADJUSTED
 PU2322  ______________________________________________________________________
 PU2322  GEOID HEIGHT    -        -14.588 (meters)                     GEOID18
 PU2322  LAPLACE CORR    -        -14.34  (seconds)                    DEFLEC18
 PU2322  HORZ ORDER      -  THIRD
 PU2322
 PU2322.The horizontal coordinates were established by classical geodetic methods
 PU2322.and adjusted by the National Geodetic Survey in January 1998.
 PU2322
 PU2322.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2322.GEOID18 height accuracy estimate available here.
 PU2322
 PU2322.Click photographs - Photos may exist for this station.
 PU2322
 PU2322.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2322
 PU2322. The following values were computed from the NAD 83(1996) position.
 PU2322
 PU2322;                    North         East     Units Scale Factor Converg.
 PU2322;SPC SD N     -    61,686.401   317,816.156   MT  1.00001709   -2 30 17.2
 PU2322;SPC SD N     -   202,382.80  1,042,701.84   sFT  1.00001709   -2 30 17.2
 PU2322;UTM  13      - 4,909,890.003   616,466.413   MT  0.99976682   +1 01 15.6
 PU2322
 PU2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK1646609890(NAD 83)
 PU2322
 PU2322                          SUPERSEDED SURVEY CONTROL
 PU2322
 PU2322  NAD 83(1993)-  44 19 58.55929(N)    103 32 20.91215(W) AD(       ) 3
 PU2322  NAD 83(1986)-  44 19 58.55572(N)    103 32 20.90847(W) AD(       ) 3
 PU2322  NAD 27      -  44 19 58.61100(N)    103 32 19.22300(W) AD(       ) 3
 PU2322
 PU2322.Superseded values are not recommended for survey control.
 PU2322
 PU2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2322.See file dsdata.pdf to determine how the superseded data were derived.
 PU2322
 PU2322_MARKER: 57 = LOOKOUT TOWER
 PU2322
 PU2322  HISTORY     - Date     Condition        Report By
 PU2322  HISTORY     - 1950     FIRST OBSERVED   CGS
 PU2322  HISTORY     - 20210403 MARK NOT FOUND   GEOCAC
 PU2322
 PU2322                          STATION DESCRIPTION
 PU2322
 PU2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2322'THE STATION IS LOCATED IN THE BLACK HILLS NATIONAL FOREST,
 PU2322'ABOUT 5-3/4 MILES SOUTH AND 1-1/2 MILES WEST OF STURGIS,
 PU2322'AND 5-1/4 MILES WEST AND 2-1/4 MILES NORTH OF TILFORD.
 PU2322'
 PU2322'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 40 FEET HIGH, WITH
 PU2322'A GLASS ENCLOSED CROWS-NEST.
 PU2322'
 PU2322'THE POINT INTERSECTION WAS THE CENTER OF THE BASE.
 PU2322
 PU2322                          STATION RECOVERY (2021)
 PU2322
 PU2322'RECOVERY NOTE BY GEOCACHING 2021 (JRS)
 PU2322'LOOKOUT TOWER WAS REMOVED MANY YEARS AGO.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0888 ***********************************************************************
 OQ0888  DESIGNATION -  VIBORG TANK
 OQ0888  PID         -  OQ0888
 OQ0888  STATE/COUNTY-  SD/TURNER
 OQ0888  COUNTRY     -  US
 OQ0888  USGS QUAD   -  VIBORG (2017)
 OQ0888
 OQ0888                         *CURRENT SURVEY CONTROL
 OQ0888  ______________________________________________________________________
 OQ0888* NAD 83(1996) POSITION- 43 10 15.24490(N) 097 04 51.90107(W)   ADJUSTED
 OQ0888  ______________________________________________________________________
 OQ0888  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 OQ0888  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 OQ0888  HORZ ORDER      -  THIRD
 OQ0888
 OQ0888.The horizontal coordinates were established by classical geodetic methods
 OQ0888.and adjusted by the National Geodetic Survey in January 1998.
 OQ0888
 OQ0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0888.GEOID18 height accuracy estimate available here.
 OQ0888
 OQ0888.Click photographs - Photos may exist for this station.
 OQ0888
 OQ0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0888
 OQ0888. The following values were computed from the NAD 83(1996) position.
 OQ0888
 OQ0888;                    North         East     Units Scale Factor Converg.
 OQ0888;SPC SD S     -    98,223.123   864,371.237   MT  0.99993718   +2 14 36.9
 OQ0888;SPC SD S     -   322,253.70  2,835,857.97   sFT  0.99993718   +2 14 36.9
 OQ0888;UTM  14      - 4,781,580.747   655,975.437   MT  0.99989928   +1 18 47.3
 OQ0888
 OQ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5597581580(NAD 83)
 OQ0888
 OQ0888                          SUPERSEDED SURVEY CONTROL
 OQ0888
 OQ0888  NAD 83(1995)-  43 10 15.24766(N)    097 04 51.89787(W) AD(       ) 3
 OQ0888  NAD 83(1986)-  43 10 15.25126(N)    097 04 51.89043(W) AD(       ) 3
 OQ0888  NAD 27      -  43 10 15.30400(N)    097 04 50.74300(W) AD(       ) 3
 OQ0888
 OQ0888.Superseded values are not recommended for survey control.
 OQ0888
 OQ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0888.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0888
 OQ0888_MARKER: 51 = TANK
 OQ0888
 OQ0888  HISTORY     - Date     Condition        Report By
 OQ0888  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0888
 OQ0888                          STATION DESCRIPTION
 OQ0888
 OQ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0888'POINT OBSERVED UPON WAS THE FINIAL OF THE WATER TANK LOCATED
 OQ0888'IN THE TOWN OF VIBORG.  TANK IS PROBABLY MUNICIPAL.  OBSERVATION
 OQ0888'PARTY DID NOT VISIT STATION.
 OQ0888'
 OQ0888'OBSERVED UPON FROM STATIONS HANNAH, KLUMB, AND MURRAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0743 ***********************************************************************
 OS0743  DESIGNATION -  VIDER
 OS0743  PID         -  OS0743
 OS0743  STATE/COUNTY-  SD/JACKSON
 OS0743  COUNTRY     -  US
 OS0743  USGS QUAD   -  BELVIDERE (2017)
 OS0743
 OS0743                         *CURRENT SURVEY CONTROL
 OS0743  ______________________________________________________________________
 OS0743* NAD 83(1996) POSITION- 43 51 56.41929(N) 101 20 36.50342(W)   ADJUSTED
 OS0743* NAVD 88 ORTHO HEIGHT -   762.    (meters)     2500.    (feet) SCALED
 OS0743  ______________________________________________________________________
 OS0743  GEOID HEIGHT    -        -22.262 (meters)                     GEOID18
 OS0743  LAPLACE CORR    -         -9.24  (seconds)                    DEFLEC18
 OS0743  HORZ ORDER      -  FIRST
 OS0743
 OS0743.The horizontal coordinates were established by classical geodetic methods
 OS0743.and adjusted by the National Geodetic Survey in January 1998.
 OS0743
 OS0743.The orthometric height was scaled from a topographic map.
 OS0743
 OS0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0743.GEOID18 height accuracy estimate available here.
 OS0743
 OS0743.Click photographs - Photos may exist for this station.
 OS0743
 OS0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0743
 OS0743. The following values were computed from the NAD 83(1996) position.
 OS0743
 OS0743;                    North         East     Units Scale Factor Converg.
 OS0743;SPC SD S     -   170,724.524   518,806.770   MT  0.99991616   -0 41 48.6
 OS0743;SPC SD S     -   560,118.71  1,702,118.54   sFT  0.99991616   -0 41 48.6
 OS0743;UTM  14      - 4,859,622.960   311,688.582   MT  1.00003617   -1 37 28.0
 OS0743
 OS0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0743!SPC SD S     -   0.99988394  x   0.99991616  =   0.99980011
 OS0743!UTM  14      -   0.99988394  x   1.00003617  =   0.99992011
 OS0743
 OS0743:                Primary Azimuth Mark                     Grid Az
 OS0743:SPC SD S     -  VIDER AZ MK                              004 03 45.2
 OS0743:UTM  14      -  VIDER AZ MK                              004 59 24.6
 OS0743
 OS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1168859622(NAD 83)
 OS0743
 OS0743|---------------------------------------------------------------------|
 OS0743| PID    Reference Object                     Distance      Geod. Az  |
 OS0743|                                                           dddmmss.s |
 OS0743| CQ4318 VIDER AZ MK                                        0032156.6 |
 OS0743| CQ4319 VIDER RM 1                           42.319 METERS 06642     |
 OS0743| OS0742 BELVIDERE MUNICIPAL TANK            APPROX. 7.0 KM 1225243.3 |
 OS0743| CQ4320 VIDER RM 2                           29.113 METERS 14726     |
 OS0743| OS0769 KADOKA PRESB CH CUPOLA              APPROX.14.1 KM 2550613.6 |
 OS0743| OS0770 KADOKA MUNICIPAL TANK               APPROX.13.8 KM 2552215.9 |
 OS0743|---------------------------------------------------------------------|
 OS0743
 OS0743                          SUPERSEDED SURVEY CONTROL
 OS0743
 OS0743  NAD 83(1986)-  43 51 56.41245(N)    101 20 36.50797(W) AD(       ) 1
 OS0743  NAD 27      -  43 51 56.44150(N)    101 20 34.99970(W) AD(       ) 1
 OS0743
 OS0743.Superseded values are not recommended for survey control.
 OS0743
 OS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0743.See file dsdata.pdf to determine how the superseded data were derived.
 OS0743
 OS0743_MARKER: DS = TRIANGULATION STATION DISK
 OS0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0743_STAMPING: VIDER 1936
 OS0743_MARK LOGO: CGS
 OS0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0743+STABILITY: SURFACE MOTION
 OS0743
 OS0743  HISTORY     - Date     Condition        Report By
 OS0743  HISTORY     - 1936     MONUMENTED       CGS
 OS0743  HISTORY     - 1961     GOOD             CGS
 OS0743
 OS0743                          STATION DESCRIPTION
 OS0743
 OS0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0743'STATION IS ABOUT 2.5 MILES AIRLINE, AND 5-1/2 MILES BY ROAD
 OS0743'NORTHWEST OF BELVIDERE, 1.75 MILES NORTH OF U.S. HIGHWAY 16,
 OS0743'AT HIGHEST POINT OF PASTURE HILL, 132 FEET WEST OF NORTH-SOUTH
 OS0743'FENCE LINE, 105 FEET WEST OF CENTERLINE OF UNGRADED DIRT ROAD.
 OS0743'THE MARK PROJECTS 8 INCHES.
 OS0743'
 OS0743'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 1 FOOT WEST
 OS0743'OF FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 OS0743'
 OS0743'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 1 FOOT WEST OF
 OS0743'FENCE LINE.  THE MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN
 OS0743'THE REFERENCE MARKS IS 155.50 FEET.
 OS0743'
 OS0743'THE AZIMUTH MARK IS NORTH OF THE STATION, 70 FEET SOUTH OF FENCE
 OS0743'CORNER AT NORTHWEST CORNER OF FENCED PASTURE FIELD TO EAST OF
 OS0743'STATION, 1 FOOT WEST OF FENCE LINE, 18 FEET EAST OF CENTERLINE
 OS0743'OF ROAD.  THE MARK PROJECTS 6 INCHES.
 OS0743'
 OS0743'TO REACH THE STATION FROM BELVIDERE, GO WEST ON U.S. HIGHWAY 16
 OS0743'FOR 3.7 MILES TO DIRT CROSS ROAD.  GO NORTH ON DIRT ROAD FOR
 OS0743'0.75 MILE TO CROSS ROAD WHERE MAIN TRAVEL TURNS EAST, CONTINUE
 OS0743'NORTH FOR 1.0 MILE TO STATION SITE ON WEST SIDE OF ROAD.
 OS0743'
 OS0743'SIGNALS SHOWN FROM THE GROUND AT UTTER, NANCY, AND DUMP ARE
 OS0743'VISIBLE FROM THE GROUND AT THIS STATION.
 OS0743'
 OS0743'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0743'BRONZE DISKS SET IN CONCRETE.
 OS0743
 OS0743                          STATION RECOVERY (1961)
 OS0743
 OS0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0743'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 OS0743'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 OS0743'HORIZONTAL DISTANCES TO BOTH REFERENCE MARKS WERE FOUND IN ERROR.
 OS0743'A NEW DESCRIPTION FOLLOWS.
 OS0743'
 OS0743'THE STATION IS 7-1/2 MILES EAST-NORTHEAST OF KADOKA, 4-1/2 MILES
 OS0743'NORTHWEST OF BELVIDERE, 2 MILES NORTH OF U.S. HIGHWAY 16, IN THE
 OS0743'SE 1/4 OF SEC. 15.  T. 2 S., R. 23 E., ON PROPERTY OWNED BY MR.
 OS0743'JOHN BARRETT.
 OS0743'
 OS0743'TO REACH THE STATION FROM THE POST OFFICE IN BELVIDERE, GO NORTH
 OS0743'ON STATE HIGHWAY 40 FOR 0.45 MILES TO THE JUNCTION WITH U.S.
 OS0743'HIGHWAY 16.  TURN LEFT, AND GO WEST ON U.S. HIGHWAY 16 FOR 3.7
 OS0743'MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT, AND GO NORTH ON A
 OS0743'GRAVELED AND DIRT ROAD FOR 0.9 MILE TO WHERE THE MAIN ROAD TURNS
 OS0743'RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH, ON AN UNGRADED SECTION
 OS0743'LINE ROAD FOR 1 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE
 OS0743'GATE AND GO 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 OS0743'
 OS0743'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG THE WEST
 OS0743'SIDE OF A NORTH-SOUTH FENCE LINE FOR 0.4 MILE TO THE MARK ON THE
 OS0743'RIGHT.
 OS0743'
 OS0743'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 OS0743'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS STAMPED
 OS0743'VIDER 1936.  IT IS 132 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 OS0743'
 OS0743'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 OS0743'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS
 OS0743'STAMPED VIDER NO 1 1936.  IT IS 1 FOOT WEST OF A NORTH-SOUTH FENCE
 OS0743'LINE.
 OS0743'
 OS0743'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 OS0743'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND IS STAMPED
 OS0743'VIDER NO 2 1936.
 OS0743'
 OS0743'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 OS0743'CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES AND IS STAMPED VIDER
 OS0743'1936.  IT IS 87 FEET SOUTH OF A FENCE CORNER, 3.3 FEET SOUTH OF A
 OS0743'METAL WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0865 ***********************************************************************
 OR0865  DESIGNATION -  VIEW
 OR0865  PID         -  OR0865
 OR0865  STATE/COUNTY-  SD/BRULE
 OR0865  COUNTRY     -  US
 OR0865  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0865
 OR0865                         *CURRENT SURVEY CONTROL
 OR0865  ______________________________________________________________________
 OR0865* NAD 83(1996) POSITION- 43 47 43.51262(N) 099 19 38.51853(W)   ADJUSTED
 OR0865* NAD 83(1996) ELLIP HT-   501.594 (meters)        (01/23/98)   ADJUSTED
 OR0865* NAVD 88 ORTHO HEIGHT -   527.158 (meters)     1729.52  (feet) ADJUSTED
 OR0865  ______________________________________________________________________
 OR0865  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 OR0865  NAD 83(1996) X  -   -747,425.693 (meters)                     COMP
 OR0865  NAD 83(1996) Y  - -4,550,626.764 (meters)                     COMP
 OR0865  NAD 83(1996) Z  -  4,392,059.351 (meters)                     COMP
 OR0865  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 OR0865  DYNAMIC HEIGHT  -        527.019 (meters)     1729.06  (feet) COMP
 OR0865  MODELED GRAVITY -    980,338.5   (mgal)                       NAVD 88
 OR0865
 OR0865  HORZ ORDER      -  THIRD
 OR0865  VERT ORDER      -  FIRST     CLASS II
 OR0865  ELLP ORDER      -  FOURTH    CLASS I
 OR0865
 OR0865.The horizontal coordinates were established by classical geodetic methods
 OR0865.and adjusted by the National Geodetic Survey in January 1998.
 OR0865
 OR0865.The orthometric height was determined by differential leveling and
 OR0865.adjusted by the NATIONAL GEODETIC SURVEY
 OR0865.in September 1993.
 OR0865
 OR0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0865.GEOID18 height accuracy estimate available here.
 OR0865
 OR0865.Click photographs - Photos may exist for this station.
 OR0865
 OR0865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR0865
 OR0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0865
 OR0865.The ellipsoidal height was determined by GPS observations
 OR0865.and is referenced to NAD 83.
 OR0865
 OR0865.The dynamic height is computed by dividing the NAVD 88
 OR0865.geopotential number by the normal gravity value computed on the
 OR0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0865.degrees latitude (g = 980.6199 gals.).
 OR0865
 OR0865.The modeled gravity was interpolated from observed gravity values.
 OR0865
 OR0865. The following values were computed from the NAD 83(1996) position.
 OR0865
 OR0865;                    North         East     Units Scale Factor Converg.
 OR0865;SPC SD S     -   162,916.090   680,952.378   MT  0.99991163   +0 41 38.3
 OR0865;SPC SD S     -   534,500.54  2,234,091.26   sFT  0.99991163   +0 41 38.3
 OR0865;UTM  14      - 4,849,203.090   473,663.679   MT  0.99960853   -0 13 35.6
 OR0865
 OR0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0865!SPC SD S     -   0.99992135  x   0.99991163  =   0.99983299
 OR0865!UTM  14      -   0.99992135  x   0.99960853  =   0.99952991
 OR0865
 OR0865:                Primary Azimuth Mark                     Grid Az
 OR0865:SPC SD S     -  VIEW AZ MK                               200 26 09.8
 OR0865:UTM  14      -  VIEW AZ MK                               201 21 23.7
 OR0865
 OR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7366349203(NAD 83)
 OR0865
 OR0865|---------------------------------------------------------------------|
 OR0865| PID    Reference Object                     Distance      Geod. Az  |
 OR0865|                                                           dddmmss.s |
 OR0865| OR0866 CHAMBERLAIN MUNICIPAL TANK          APPROX. 1.4 KM 0085727.4 |
 OR0865| OR1081 VIEW RM 1                             9.348 METERS 07035     |
 OR0865| OR1080 VIEW AZ MK                                         2010748.1 |
 OR0865| OR1082 VIEW RM 2                            12.339 METERS 34118     |
 OR0865| OR0870 CHAMBERLAIN ST JAMES CATH CH        APPROX. 1.4 KM 3415121.6 |
 OR0865|---------------------------------------------------------------------|
 OR0865
 OR0865                          SUPERSEDED SURVEY CONTROL
 OR0865
 OR0865  ELLIP H (08/18/97)  501.649  (m)                       GP(       ) 4 1
 OR0865  NAD 83(1986)-  43 47 43.51092(N)    099 19 38.52690(W) AD(       ) 3
 OR0865  NAD 27      -  43 47 43.53000(N)    099 19 37.17600(W) AD(       ) 3
 OR0865  NGVD 29             526.85   (m)         1728.5    (f) LEVELING    3  
 OR0865
 OR0865.Superseded values are not recommended for survey control.
 OR0865
 OR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0865.See file dsdata.pdf to determine how the superseded data were derived.
 OR0865
 OR0865_MARKER: DS = TRIANGULATION STATION DISK
 OR0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0865_STAMPING: VIEW 1948
 OR0865_MARK LOGO: CGS
 OR0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0865+STABILITY: SURFACE MOTION
 OR0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0865+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1991
 OR0865
 OR0865  HISTORY     - Date     Condition        Report By
 OR0865  HISTORY     - 1948     MONUMENTED       CGS
 OR0865  HISTORY     - 1948     GOOD             CGS
 OR0865  HISTORY     - 1976     GOOD             SDDT
 OR0865  HISTORY     - 19820910 GOOD             NGS
 OR0865  HISTORY     - 19910701 GOOD             NGS
 OR0865  HISTORY     - 19910909 GOOD             NGS
 OR0865
 OR0865                          STATION DESCRIPTION
 OR0865
 OR0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0865'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH-SOUTHEAST OF CHAMBERLAIN,
 OR0865'ON THE NORTH END OF A RIDGE OVERLOOKING THE TOWN AND 9 FEET
 OR0865'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 OR0865'DISK IS STAMPED VIEW 1948.
 OR0865'
 OR0865'REFERENCE MARK NO. 1 IS 30.67 FEET EAST-NORTHEAST OF THE
 OR0865'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OR0865'VIEW NO 1 1948.
 OR0865'
 OR0865'REFERENCE MARK NO. 2 IS 40.48 FEET NORTH-NORTHWEST OF THE
 OR0865'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OR0865'VIEW NO 2 1948.
 OR0865'
 OR0865'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 OR0865'16 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND 3 FEET
 OR0865'EAST OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE
 OR0865'DISK IS STAMPED VIEW 1948.
 OR0865'
 OR0865'TO REACH FROM THE TAFT HOTEL IN CHAMBERLAIN, GO SOUTHEAST ON
 OR0865'HIGHWAY 16 1.8 MILE TO CROSSROADS AT TWO STORY HOUSE, TURN
 OR0865'RIGHT (WEST) ON DIRT ROAD 0.95 MILE TO A T RIGHT AT CEMETERY, TURN
 OR0865'RIGHT (NORTH) ON TRACK ROAD 0.05 MILE TO FORKS, TAKE RIGHT FORK
 OR0865'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON (NORTHEAST)
 OR0865'0.1 MILE TO FARM HOUSE, PASS THROUGH FENCE 25 YARDS NORTHWEST OF
 OR0865'THE HOUSE AND GO NORTH 0.15 MILE TO STATION AT END OF RIDGE.
 OR0865'
 OR0865'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0865
 OR0865                          STATION RECOVERY (1948)
 OR0865
 OR0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 OR0865'RECOVERED IN GOOD CONDITION.
 OR0865
 OR0865                          STATION RECOVERY (1976)
 OR0865
 OR0865'RECOVERY NOTE BY SD DEPT OF TRANSP 1976 (DK)
 OR0865'AZIMUTH VIEW 0.3 MILE SOUTH-SOUTHWEST OF STATION, 16 FEET WEST OF
 OR0865'CENTERLINE OF A TRACK ROAD.  MARK PROJECTS 8 INCHES, STAMPED
 OR0865'VIEW 1948 (GOOD).
 OR0865'
 OR0865'TRIANGULATION VIEW MARK PROJECTS 4 INCHES, STAMPED VIEW 1948 (GOOD).
 OR0865'
 OR0865'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES SOUTH-SOUTHEAST
 OR0865'OF CHAMBERLAIN ON NORTH END OF A RIDGE OVERLOOKING TOWN.
 OR0865
 OR0865                          STATION RECOVERY (1982)
 OR0865
 OR0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR0865'THE STATION AND ALL PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION,
 OR0865'AFTER AN EXTENSIVE SEARCH FOR THE AZIMUTH MARK.  DISTANCES AND
 OR0865'DIRECTIONS TO THE PERIPHERAL MARKS CHECKED WITHIN THE ALLOWABLE.  THE
 OR0865'ROUTE TO THE STATION HAS CHANGED.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 OR0865'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF CHAMBERLAIN
 OR0865'BUSINESS DISTRICT, 0.8 KM (0.50 MI) NORTH OF AN ATHLETIC FIELD, AT THE
 OR0865'NORTH END OF A RIDGE, OVERLOOKING THE MISSOURI RIVER AND THE TOWN.  TO
 OR0865'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND HIGHWAY 50,
 OR0865'ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF CHAMBERLAIN, GO NORTHWEST ON
 OR0865'HIGHWAY 50 FOR 1.9 KM (1.20 MI) TO SORENSON DRIVE.  TURN LEFT AND GO
 OR0865'WEST ON SORSENSON DRIVE FOR 0.9 KM (0.55 MI) TO A GATE ON THE RIGHT AT
 OR0865'AN ELEVATED WATER TANK.  PASS THROUGH THE GATE AND FOLLOW LANE NORTH
 OR0865'FOR 0.5 KM (0.30 MI) TO A GATE.  PASS THROUGH THE GATE AND GO
 OR0865'NORTHWEST, PASSING OLD FARM BUILDINGS, FOR 0.4 KM (0.25 MI) TO A GATE.
 OR0865'PASS THROUGH THE GATE AND GO NORTH ALONG THE TOP OF THE RIDGE FOR 0.1
 OR0865'KM (0.05 MI) TO THE STATION.  THE STATION IS A STANDARD CGS DISK
 OR0865'STAMPED VIEW 1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10
 OR0865'INCHES (25 CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 OR0865'LOCATED 2.65 M (8.69 FT) S FROM A WOODEN WITNESS POST.  REFERENCE MARK
 OR0865'NO 1 IS A STANDARD CGS DISK STAMPED VIEW 1948 NO 1 SET INTO THE TOP OF
 OR0865'A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 6
 OR0865'INCHES (15 CM) ABOVE THE GROUND. LOCATED ALONG THE EAST EDGE OF THE
 OR0865'RIDGE.  LOCATED 8.6 METERS (28.2 FT) E FROM A WOODEN WITNESS POST.
 OR0865'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED VIEW 1948 NO 2 SET
 OR0865'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE,
 OR0865'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 21.3 METERS
 OR0865'(69.9 FT) S FROM A FENCE.  9.85 METERS (32.32 FT) NNW FROM A WOODEN
 OR0865'WITNESS POST, AND 1 FEET, (0.3 M) 0.3 METERS (1.0 FT) LOWER THAN THE
 OR0865'STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED VIEW 1948
 OR0865'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) ON
 OR0865'SIDE, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND. LOCATED 20.8 METERS
 OR0865'(68.2 FT) W FROM A FENCE ALONG WEST SIDE OF TREES.  12.4 METERS (40.7
 OR0865'FT) S FROM A FENCE.  0.30 METERS (0.98 FT) N FROM A METAL WITNESS
 OR0865'POST.  TO REACH THE AZIMUTH MARK FROM THE LAST GATE MENTIONED ABOVE,
 OR0865'GO SOUTHWEST, PASSING ALONG THE EAST AND SOUTH SIDE OF TREES AND
 OR0865'DELAPIDATED BUILDINGS, FOR 0.3 KM (0.20 MI) TO A FENCE CORNER.  CROSS
 OR0865'FENCE AND WALK SOUTHWEST ABOUT 50 M (164.0 FT) TO THE MARK.
 OR0865
 OR0865                          STATION RECOVERY (1991)
 OR0865
 OR0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0865'4.2 KM (2.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR0865'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR0865'THENCE 2.0 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS
 OR0865'(EXIT 265), THENCE 0.8 KM (0.5 MI) WESTERLY ALONG SORENSEN DRIVE,
 OR0865'THENCE 0.8 KM (0.5 MI) NORTHERLY ALONG A DRIVEWAY, THENCE 0.2 KM (0.1
 OR0865'MI) NORTHERLY ALONG A TRACK ROAD, NEAR THE NORTHERN EDGE OF A SMALL
 OR0865'HILL ABOUT 1.5 KM (0.9 MI) NORTH OF THE PAUL WILLRODT RESIDENCE, 88.3
 OR0865'M (289.7 FT) NORTH OF A FIELD ENTRANCE, 33.0 M (108.3 FT) SOUTH OF A
 OR0865'FENCE, 18.0 M (59.1 FT) NORTHEAST OF THE ROAD CENTER, 12.3 M (40.4
 OR0865'FT) SOUTH OF REFERENCE MARK 2, 9.4 M (30.8 FT) WEST OF REFERENCE MARK
 OR0865'1, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS
 OR0865'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 OR0865'PROPERTY OWNED BY DICK KELLY, POST OFFICE BOX 534, CHAMBERLAIN, SD
 OR0865'573256, TELEPHONE NUMBER (605) 734-5763.  THE DRIVEWAY IS ON PROPERTY
 OR0865'OWNED BY PAUL WILLRODT, POST OFFICE BOX 579, CHAMBERLAIN SD 57365,
 OR0865'TELEPHONE NUMBER (605) 734-5585.
 OR0865
 OR0865                          STATION RECOVERY (1991)
 OR0865
 OR0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0865'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH-SOUTHEAST OF
 OR0865'CHAMBERLAIN, ON THE NORTH END OF A RIDGE OVERLOOKING THE TOWN.
 OR0865'OWNERSHIP--DICK KELLY, P.O. BOX 534, CHAMBERLAIN, SD 57365.  PHONE
 OR0865'605-734-5763. DRIVEWAY IS ON PROPERTY OWNED BY PAUL WILLRODT, P.O.
 OR0865'BOX 579, CHAMBERLAIN, SD 57365. PHONE 605-734-5585.  HOUSE AT END OF
 OR0865'ROAD IS OWNED BY JOHN JONES, 510 WEST CEDAR ROAD, CHAMBERLAIN, SD
 OR0865'57365. PHONE 605-734-5391.
 OR0865'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OR0865'INTERSTATE HIGHWAY 90 BUSINESS (EXIT 265) ABOUT 1.6 KM (1.0 MI) SOUTH
 OR0865'OF CHAMBERLAIN, GO NORTH ON INTERSTATE HIGHWAY 90 BUSINESS FOR 2.1 KM
 OR0865'(1.3 MI) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT,
 OR0865'WEST, ON SORENSEN DRIVE FOR 0.8 KM (0.5 MI) TO A GRAVEL DRIVE ON THE
 OR0865'RIGHT JUST PAST THE WATER TOWER.  TURN RIGHT, NORTH THEN WEST, ON THE
 OR0865'PRIVATE GRAVEL DRIVE FOR 0.76 KM (0.47 MI) TO A TRACK ROAD ON THE
 OR0865'RIGHT JUST BEFORE REACHING A ROW OF BUSHY OLIVE TREES AND PRIVATE
 OR0865'RESIDENCE OWNED BY JOHN JONES.  TURN RIGHT, NORTHERLY, ON TRACK ROAD
 OR0865'FOR 0.12 KM (0.07 MI) TO THE GATE IN WIRE FENCE AND PROPERTY OWNED BY
 OR0865'DICK KELLY.  PASS THROUGH GATE AND GO NORTH ON TRACK ROAD FOR 88.0 M
 OR0865'(288.7 FT) TO THE STATION ON TOP OF THE RIDGE.
 OR0865'THE STATION IS LOCATED 88.3 M (289.7 FT) NORTH FROM THE FIELD
 OR0865'ENTRANCE, 33.0 M (108.3 FT) SOUTH FROM A FENCE, 18.0 M (59.1 FT)
 OR0865'NORTHEAST FROM THE CENTER OF THE TRACK ROAD, 12.3 M (40.4 FT) SOUTH
 OR0865'FROM REFERENCE MARK NUMBER 2, 9.4 M (30.8 FT) WEST FROM REFERENCE
 OR0865'MARK NUMBER 1, 0.3 M (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST
 OR0865'AND PROJECTING 10 CM ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0997 ***********************************************************************
 PR0997  DESIGNATION -  VIEW
 PR0997  PID         -  PR0997
 PR0997  STATE/COUNTY-  SD/DEUEL
 PR0997  COUNTRY     -  US
 PR0997  USGS QUAD   -  TORONTO (2017)
 PR0997
 PR0997                         *CURRENT SURVEY CONTROL
 PR0997  ______________________________________________________________________
 PR0997* NAD 83(1996) POSITION- 44 33 29.41993(N) 096 41 05.07721(W)   ADJUSTED
 PR0997* NAVD 88 ORTHO HEIGHT -   591.    (meters)     1939.    (feet) SCALED
 PR0997  ______________________________________________________________________
 PR0997  GEOID HEIGHT    -        -25.151 (meters)                     GEOID18
 PR0997  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 PR0997  HORZ ORDER      -  SECOND
 PR0997
 PR0997.The horizontal coordinates were established by classical geodetic methods
 PR0997.and adjusted by the National Geodetic Survey in January 1998.
 PR0997
 PR0997.The orthometric height was scaled from a topographic map.
 PR0997
 PR0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0997.GEOID18 height accuracy estimate available here.
 PR0997
 PR0997.Click photographs - Photos may exist for this station.
 PR0997
 PR0997.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0997
 PR0997. The following values were computed from the NAD 83(1996) position.
 PR0997
 PR0997;                    North         East     Units Scale Factor Converg.
 PR0997;SPC SD N     -    85,938.135   863,318.623   MT  0.99997590   +2 20 46.8
 PR0997;SPC SD N     -   281,948.70  2,832,404.52   sFT  0.99997590   +2 20 46.8
 PR0997;UTM  14      - 4,936,478.193   683,875.408   MT  1.00001580   +1 37 29.7
 PR0997
 PR0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0997!SPC SD N     -   0.99991124  x   0.99997590  =   0.99988715
 PR0997!UTM  14      -   0.99991124  x   1.00001580  =   0.99992704
 PR0997
 PR0997:                Primary Azimuth Mark                     Grid Az
 PR0997:SPC SD N     -  TORONTO MUNICIPAL TANK                   062 29 36.3
 PR0997:UTM  14      -  TORONTO MUNICIPAL TANK                   063 12 53.4
 PR0997
 PR0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8387536478(NAD 83)
 PR0997
 PR0997|---------------------------------------------------------------------|
 PR0997| PID    Reference Object                     Distance      Geod. Az  |
 PR0997|                                                           dddmmss.s |
 PR0997| PR0999 TORONTO MUNICIPAL TANK              APPROX. 3.7 KM 0645023.1 |
 PR0997| CO8906 VIEW RM 2                            21.191 METERS 08511     |
 PR0997| CO8905 VIEW RM 1                            12.851 METERS 27618     |
 PR0997|---------------------------------------------------------------------|
 PR0997
 PR0997                          SUPERSEDED SURVEY CONTROL
 PR0997
 PR0997  NAD 83(1986)-  44 33 29.41702(N)    096 41 05.05586(W) AD(       ) 2
 PR0997  NAD 27      -  44 33 29.54272(N)    096 41 03.85676(W) AD(       ) 2
 PR0997
 PR0997.Superseded values are not recommended for survey control.
 PR0997
 PR0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0997.See file dsdata.pdf to determine how the superseded data were derived.
 PR0997
 PR0997_MARKER: DD = SURVEY DISK
 PR0997_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0997+WITH SETTING: INFORMATION.
 PR0997_STAMPING: ET VIEW 1968
 PR0997_MARK LOGO: USGS
 PR0997_PROJECTION: FLUSH
 PR0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0997
 PR0997  HISTORY     - Date     Condition        Report By
 PR0997  HISTORY     - 1968     MONUMENTED       USGS
 PR0997
 PR0997                          STATION DESCRIPTION
 PR0997
 PR0997'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0997'STATION IS LOCATED ABOUT 2.0 MI W. AND 1.0 MI S. OF TOWN
 PR0997'OF TORONTO, NEAR NE. COR. SEC. 34, T. 113 N., R. 49 W.
 PR0997'
 PR0997'TO REACH FROM POST OFFICE IN TORONTO, GO W. 2.0 MI ALONG
 PR0997'STATE HWY. 28 TO CROSSROADS (NEAR JCT. OF STATE HWY. 28 AND
 PR0997'U.S. HWY. 77), TURN LEFT (S.), GO 1.0 MI TO CROSSROADS, TURN
 PR0997'RIGHT (W.) AND GO 0.1 MI TO STATION ON LEFT (S.).
 PR0997'
 PR0997'STATION IS 468.7 FT W. OF N.-S. RD., 36.6 FT S. OF E.-W. RD.,
 PR0997'6.0 FT S. OF USGS WITNESS POST, NEAR NW. COR. OF SHELTER
 PR0997'BELT, AND IS STAMPED ET VIEW 1968.
 PR0997'
 PR0997'REFERENCE MARK NO. 1 IS W. OF STATION, 31.0 FT S. OF E.-W.
 PR0997'RD., 2.4 FT E. OF TELEPHONE POLE, AND IS STAMPED VIEW NO.
 PR0997'1 1968.
 PR0997'
 PR0997'REFERENCE MARK NO. 2 IS E. OF STATION, 30.1 FT S. OF E.-W.
 PR0997'RD., 2.1 FT N. AND 21.8 FT W. OF COR. FENCE POST, AND IS
 PR0997'STAMPED VIEW NO. 2 1968.
 PR0997'
 PR0997'NO AZIMUTH MARK WAS SET.  STATIONS ET BELT, ROW, AND DOYLE
 PR0997'ARE GROUND VISIBLE.  DIRECTION WAS OBSERVED TO THE TORONTO M.W.T.
 PR0997'
 PR0997'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0997'SET FLUSH WITH THE GROUND, AND CENTERED IN 6 IN. DRAIN TILE
 PR0997'FILLED WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2152 ***********************************************************************
 PU2152  DESIGNATION -  VIEW
 PU2152  PID         -  PU2152
 PU2152  STATE/COUNTY-  SD/MEADE
 PU2152  COUNTRY     -  US
 PU2152  USGS QUAD   -  PLAINVIEW (2017)
 PU2152
 PU2152                         *CURRENT SURVEY CONTROL
 PU2152  ______________________________________________________________________
 PU2152* NAD 83(1996) POSITION- 44 32 21.30464(N) 102 07 42.00693(W)   ADJUSTED
 PU2152* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 PU2152  ______________________________________________________________________
 PU2152  GEOID HEIGHT    -        -19.617 (meters)                     GEOID18
 PU2152  LAPLACE CORR    -         -7.73  (seconds)                    DEFLEC18
 PU2152  HORZ ORDER      -  FIRST
 PU2152
 PU2152.The horizontal coordinates were established by classical geodetic methods
 PU2152.and adjusted by the National Geodetic Survey in January 1998.
 PU2152
 PU2152.The orthometric height was scaled from a topographic map.
 PU2152
 PU2152.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2152.GEOID18 height accuracy estimate available here.
 PU2152
 PU2152.Click photographs - Photos may exist for this station.
 PU2152
 PU2152.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2152
 PU2152. The following values were computed from the NAD 83(1996) position.
 PU2152
 PU2152;                    North         East     Units Scale Factor Converg.
 PU2152;SPC SD N     -    80,666.593   430,871.106   MT  0.99997877   -1 30 22.7
 PU2152;SPC SD N     -   264,653.65  1,413,616.29   sFT  0.99997877   -1 30 22.7
 PU2152;SPC SD S     -   246,615.278   457,346.028   MT  1.00003625   -1 14 17.8
 PU2152;SPC SD S     -   809,103.62  1,500,476.09   sFT  1.00003625   -1 14 17.8
 PU2152;UTM  13      - 4,935,780.847   728,139.335   MT  1.00024011   +2 00 54.2
 PU2152
 PU2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2152!SPC SD N     -   0.99988589  x   0.99997877  =   0.99986466
 PU2152!SPC SD S     -   0.99988589  x   1.00003625  =   0.99992214
 PU2152!UTM  13      -   0.99988589  x   1.00024011  =   1.00012597
 PU2152
 PU2152:                Primary Azimuth Mark                     Grid Az
 PU2152:SPC SD N     -  VIEW AZ MK                               346 53 46.6
 PU2152:SPC SD S     -  VIEW AZ MK                               346 37 41.7
 PU2152:UTM  13      -  VIEW AZ MK                               343 22 29.7
 PU2152
 PU2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK2813935780(NAD 83)
 PU2152
 PU2152|---------------------------------------------------------------------|
 PU2152| PID    Reference Object                     Distance      Geod. Az  |
 PU2152|                                                           dddmmss.s |
 PU2152| CQ4322 VIEW RM 1                             9.226 METERS 05528     |
 PU2152| CQ4323 VIEW RM 2                             6.941 METERS 30717     |
 PU2152| CQ4321 VIEW AZ MK                                         3452323.9 |
 PU2152|---------------------------------------------------------------------|
 PU2152
 PU2152                          SUPERSEDED SURVEY CONTROL
 PU2152
 PU2152  NAD 83(1986)-  44 32 21.29661(N)    102 07 42.00753(W) AD(       ) 1
 PU2152  NAD 27      -  44 32 21.34460(N)    102 07 40.42320(W) AD(       ) 1
 PU2152
 PU2152.Superseded values are not recommended for survey control.
 PU2152
 PU2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2152.See file dsdata.pdf to determine how the superseded data were derived.
 PU2152
 PU2152_MARKER: DS = TRIANGULATION STATION DISK
 PU2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2152_STAMPING: VIEW 1950
 PU2152_MARK LOGO: CGS
 PU2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2152+STABILITY: SURFACE MOTION
 PU2152
 PU2152  HISTORY     - Date     Condition        Report By
 PU2152  HISTORY     - 1950     MONUMENTED       CGS
 PU2152  HISTORY     - 1962     GOOD             CGS
 PU2152
 PU2152                          STATION DESCRIPTION
 PU2152
 PU2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2152'STATION IS LOCATED ON A HIGH PROMINENT HILL, ABOUT 7 MILES WEST
 PU2152'OF HOWES POST OFFICE, ABOUT 7 MILES NORTH OF THE CHEYENNE
 PU2152'RIVER, ABOUT 5 MILES SOUTH OF THE PLAINVIEW POST OFFICE, 14
 PU2152'FEET NORTHEAST OF A WITNESS POST, AND ON LAND OWNED BY THE HUGHES
 PU2152'BROTHERS.
 PU2152'
 PU2152'TO REACH FROM THE PLAINVIEW POST OFFICE, GO SOUTH ON GRAVELED
 PU2152'ROAD FOR 3.0 MILES TO A SIDE ROAD LEFT AT SCHOOLHOUSE.  TURN LEFT
 PU2152'AND GO EAST ON DIRT ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 PU2152'TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO A WIRE GATE ON LEFT.
 PU2152'PASS THROUGH GATE AND FOLLOW TRACK ROAD SOUTHEAST FOR 0.6
 PU2152'MILE TO A DIM FORK.  BEAR RIGHT AND GO SOUTH FOR 0.15 MILE TO
 PU2152'WIRE GATE AND AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD
 PU2152'FOR 0.55 MILE TO THE TOP OF HIGHEST HILL AND STATION.
 PU2152'
 PU2152'STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED VIEW
 PU2152'1950.
 PU2152'
 PU2152'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2152'VIEW NO 1 1950.
 PU2152'
 PU2152'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PU2152'VIEW NO 2 1950.
 PU2152'
 PU2152'AZIMUTH MARK IS 22 FEET WEST OF A GATE POST, 10 FEET WEST OF
 PU2152'A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 PU2152'PROJECTS 3 INCHES, AND THE DISK IS STAMPED VIEW 1950.
 PU2152'
 PU2152'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 PU2152'CYLINDERS.
 PU2152'
 PU2152'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU2152
 PU2152                          STATION RECOVERY (1962)
 PU2152
 PU2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2152'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 PU2152'MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 PU2152'DIFFERENCE WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK.  A
 PU2152'CROSS MARK WAS STAMPED ON THE CENTER OF THE ARROWS OF REFERENCE
 PU2152'MARKS 1 AND 2 AND THE POINT MEASURED AND OBSERVED UPON.  A
 PU2152'NEW DESCRIPTION OF THE STATION FOLLOWS.
 PU2152'
 PU2152'THE STATION IS 7 MILES WEST OF HOWES, 7 MILES NORTH OF THE CHEYEENE
 PU2152'RIVER, 5 MILES SOUTH OF PLAINVIEW, ON THE SUMMIT OF A PROMINENT
 PU2152'HILL PROJECTING FROM THE NORTHEAST 1/4 OF SECTION 25, T 7 N,
 PU2152'R 16 E.  THE PROPERTY UPON WHICH THE STATION IS SITUATED IS
 PU2152'OWNED BY MR. JOHN HUGHES AND HIS BROTHERS, WHO RESIDE 3.4 MILES
 PU2152'SOUTH OF THE PLAINVIEW POST OFFICE.
 PU2152'
 PU2152'TO REACH THE STATION FROM THE POST OFFICE AT PLAINVIEW, TURN
 PU2152'SOUTH OFF STATE HIGHWAY 34 AND DRIVE SOUTH ON A GRAVELED ROAD
 PU2152'FOR 3.0 MILES TO A CROSSROAD AND A SCHOOL HOUSE ON THE LEFT.
 PU2152'TURN LEFT AND DRIVE EAST ON A FENCED LANE FOR 1.0 MILE TO A
 PU2152'WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 PU2152'DRIVE SOUTH ALONG THE WEST SIDE OF A FENCE FOR 0.5 MILE TO A
 PU2152'FENCE CORNER AND A WIRE GATE IN THE NORTH-SOUTH FENCE.  TURN
 PU2152'LEFT, PASS THROUGH THE GATE AND CONTINUE EAST-SOUTHEAST ON DIM
 PU2152'TRACKS FOR 0.55 MILE TO THE TOP OF A HILL AND A DIM TRACK ROAD
 PU2152'ON THE RIGHT.  TURN RIGHT AND DRIVE DOWN HILL, SOUTH, FOR
 PU2152'0.15 MILE TO A WIRE GATE IN AN EAST-WEST FENCE AND THE
 PU2152'AZIMUTH MARK.  PASS THROUGH THE GATE AND DRIVE SOUTHEAST
 PU2152'AND SOUTH ON THE DIM TRACKS FOR 0.7 MILE TO THE SUMMIT OF THE
 PU2152'HIGHEST POINT IN THE VICINITY AND THE STATION.
 PU2152'
 PU2152'ALL OF THE SURFACE MARKS FOR THE STATION ARE STANDARD DISKS SET
 PU2152'IN THE TOPS OF CYLINDRICAL CONCRETE MONUMENTS, 12 INCHES IN
 PU2152'DIAMETER, PROJECTING 4 TO 6 INCHES ABOVE THE SURFACE OF THE
 PU2152'GROUND.
 PU2152'
 PU2152'THE STATION MARK, STAMPED VIEW 1950, IS 13.5 FEET EAST OF A
 PU2152'WOODEN WITNESS POST AND 7.3 FEET NORTH OF A METAL WITNESS POST
 PU2152'WITH SIGN ATTACHED.
 PU2152'
 PU2152'REFERENCE MARK 1, STAMPED VIEW NO 1 1950, IS SITUATED ON THE
 PU2152'EAST SLOPE OF THE STATION HILL, ABOUT 18 INCHES LOWER IN ELEVATION
 PU2152'THAN THE STATION MARK.
 PU2152'
 PU2152'REFERENCE MARK 2, STAMPED VIEW NO 2 1950, IS ABOUT THE SAME
 PU2152'ELEVATION AS THE STATION MARK.
 PU2152'
 PU2152'THE AZIMUTH MARK, STAMPED VIEW 1950, IS 30 FEET WEST OF THE
 PU2152'CENTER OF THE GATE, 10.5 FEET WEST OF A WOODEN WITNESS POST
 PU2152'AND 1.0 FOOT SOUTH OF THE EAST-WEST FENCE AND A METAL WITNESS
 PU2152'POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1080 ***********************************************************************
 OR1080  DESIGNATION -  VIEW AZ MK
 OR1080  PID         -  OR1080
 OR1080  STATE/COUNTY-  SD/BRULE
 OR1080  COUNTRY     -  US
 OR1080  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1080
 OR1080                         *CURRENT SURVEY CONTROL
 OR1080  ______________________________________________________________________
 OR1080* NAD 83(1986) POSITION- 43 47 34.     (N) 099 19 44.     (W)   SCALED
 OR1080* NAVD 88 ORTHO HEIGHT -   530.170 (meters)     1739.40  (feet) ADJUSTED
 OR1080  ______________________________________________________________________
 OR1080  GEOID HEIGHT    -        -25.630 (meters)                     GEOID18
 OR1080  DYNAMIC HEIGHT  -        530.030 (meters)     1738.94  (feet) COMP
 OR1080  MODELED GRAVITY -    980,337.8   (mgal)                       NAVD 88
 OR1080
 OR1080  VERT ORDER      -  FIRST     CLASS II
 OR1080
 OR1080.The horizontal coordinates were scaled from a map and have
 OR1080.an estimated accuracy of +/- 6 seconds.
 OR1080
 OR1080.The orthometric height was determined by differential leveling and
 OR1080.adjusted by the NATIONAL GEODETIC SURVEY
 OR1080.in September 1993.
 OR1080
 OR1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1080.GEOID18 height accuracy estimate available here.
 OR1080
 OR1080.Click photographs - Photos may exist for this station.
 OR1080
 OR1080.The dynamic height is computed by dividing the NAVD 88
 OR1080.geopotential number by the normal gravity value computed on the
 OR1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1080.degrees latitude (g = 980.6199 gals.).
 OR1080
 OR1080.The modeled gravity was interpolated from observed gravity values.
 OR1080
 OR1080;                    North         East    Units  Estimated Accuracy
 OR1080;SPC SD S     -   162,620.      680,830.      MT  (+/- 180 meters Scaled)
 OR1080
 OR1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP735489(NAD 83)
 OR1080
 OR1080                          SUPERSEDED SURVEY CONTROL
 OR1080
 OR1080.No superseded survey control is available for this station.
 OR1080
 OR1080_MARKER: DZ = AZIMUTH MARK DISK
 OR1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1080_STAMPING: VIEW 1948
 OR1080_MARK LOGO: CGS
 OR1080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1080+STABILITY: SURFACE MOTION
 OR1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1080+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 OR1080
 OR1080  HISTORY     - Date     Condition        Report By
 OR1080  HISTORY     - 1948     MONUMENTED       CGS
 OR1080  HISTORY     - 19820225 GOOD             NGS
 OR1080  HISTORY     - 19910701 GOOD             NGS
 OR1080  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR1080
 OR1080                          STATION DESCRIPTION
 OR1080
 OR1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OR1080'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF THE DOWNTOWN
 OR1080'CHAMBERLIN AREA, 0.5 KM (0.30 MI) NORTHWEST OF AN ATHLETIC STADIUM ON
 OR1080'A RIDGE OVERLOOING CHAMBERLAIN AND THE MISSOURI RIVER.  TO REACH THE
 OR1080'STATION FROM THE JUNCTION OF INTERSTATE 90 AND HIGHWAY 50, ABOUT 4.8
 OR1080'KM (3.00 MI) SOUTHEAST OF CHAMBERLAIN, GO NORTHWEST ON HIGHWAY 50 FOR
 OR1080'1.9 KM (1.20 MI) TO SORENSON DRIVE.  TURN LEFT, WEST, ON SORENSON
 OR1080'DRIVE FOR 0.9 KM (0.55 MI) TO A GATE ON THE RIGHT, AT AN ELEVATED
 OR1080'WATER TANK.  PASS THROUGH GATE AND FOLLOW LANE NORTH FOR 0.5 KM (0.30
 OR1080'MI) TO A GATE.  PASS THROUGH AND FOLLOW ALONG THE NORTH SIDE OF A
 OR1080'FENCE, WEST, FOR 0.4 KM (0.25 MI) TO A FENCE CORNER AND THE STATION
 OR1080'ABOUT 50 M (164.0 FT) TO THE SOUTHWEST.  THE STATION IS A STANDARD CGS
 OR1080'AZIMUTH DISK STAMPED VIEW 1948 SET INTO THE TOP OF A SQUARE CONCRETE
 OR1080'MONUMENT 25 CM (10 INCHES) ON A SIDE AND PROJECTS 5 CM (2 INCHES).  IT
 OR1080'IS 20.8 M (68.2 FT) WEST OF A FENCE, 12.4 M (40.7 FT) SOUTH OF A FENCE
 OR1080'AND 0.3 M (1.0 FT) NORTH OF A METAL WITNESS POST.
 OR1080
 OR1080                          STATION RECOVERY (1991)
 OR1080
 OR1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR1080'4.2 KM (2.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1080'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1080'THENCE 2.0 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS
 OR1080'(EXIT 265), THENCE 0.8 KM (0.5 MI) WESTERLY ALONG SORENSEN DRIVE,
 OR1080'THENCE 0.8 KM (0.5 MI) NORTHERLY ALONG A DRIVEWAY NEAR THE NORTHERN
 OR1080'SLOPE OF A HILL ABOUT 0.2 KM (0.1 MI) SOUTHWEST OF THE PAUL WILLRODT
 OR1080'RESIDENCE, 210.0 M (689.0 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 OR1080'29.4 M (96.5 FT) SOUTHWEST OF A FENCE CORNER, 18.0 M (59.1 FT)
 OR1080'SOUTHEAST OF A UTILITY POLE WITH 3 GUY CABLES, 12.7 M (41.7 FT) SOUTH
 OR1080'OF A FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE
 OR1080'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 OR1080'PROPERTY OWNED BY THE CITY OF CHAMBERLAIN.  THE DRIVEWAY IS ON THE
 OR1080'PROPERTY OWNED BY PAUL WILLRODT, POST OFFICE BOX 579, CHAMBERLAIN SD
 OR1080'57365, TELEPHONE NUMBER (605) 734-5585.
 OR1080
 OR1080                          STATION RECOVERY (2012)
 OR1080
 OR1080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR1080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1081 ***********************************************************************
 OR1081  DESIGNATION -  VIEW RM 1
 OR1081  PID         -  OR1081
 OR1081  STATE/COUNTY-  SD/BRULE
 OR1081  COUNTRY     -  US
 OR1081  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1081
 OR1081                         *CURRENT SURVEY CONTROL
 OR1081  ______________________________________________________________________
 OR1081* NAD 83(1986) POSITION- 43 47 43.61   (N) 099 19 38.12   (W)   HD_HELD1
 OR1081* NAVD 88 ORTHO HEIGHT -   527.150 (meters)     1729.49  (feet) ADJUSTED
 OR1081  ______________________________________________________________________
 OR1081  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 OR1081  DYNAMIC HEIGHT  -        527.010 (meters)     1729.03  (feet) COMP
 OR1081  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 OR1081
 OR1081  VERT ORDER      -  FIRST     CLASS II
 OR1081
 OR1081.The horizontal coordinates were determined by differentially corrected
 OR1081.hand held GPS observations or other comparable positioning techniques
 OR1081.and have an estimated accuracy of +/- 3 meters.
 OR1081
 OR1081.The orthometric height was determined by differential leveling and
 OR1081.adjusted by the NATIONAL GEODETIC SURVEY
 OR1081.in September 1993.
 OR1081
 OR1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1081.GEOID18 height accuracy estimate available here.
 OR1081
 OR1081.Click photographs - Photos may exist for this station.
 OR1081
 OR1081.The dynamic height is computed by dividing the NAVD 88
 OR1081.geopotential number by the normal gravity value computed on the
 OR1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1081.degrees latitude (g = 980.6199 gals.).
 OR1081
 OR1081.The modeled gravity was interpolated from observed gravity values.
 OR1081
 OR1081;                    North         East    Units  Estimated Accuracy
 OR1081;SPC SD S     -   162,919.2     680,961.2     MT  (+/- 3 meters HH1 GPS) 
 OR1081
 OR1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7367249206(NAD 83)
 OR1081
 OR1081                          SUPERSEDED SURVEY CONTROL
 OR1081
 OR1081.No superseded survey control is available for this station.
 OR1081
 OR1081_MARKER: DR = REFERENCE MARK DISK
 OR1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1081_STAMPING: VIEW NO 1 1948
 OR1081_MARK LOGO: CGS
 OR1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1081+STABILITY: SURFACE MOTION
 OR1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1081+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 OR1081
 OR1081  HISTORY     - Date     Condition        Report By
 OR1081  HISTORY     - 1948     MONUMENTED       CGS
 OR1081  HISTORY     - 19910701 GOOD             NGS
 OR1081  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR1081
 OR1081                          STATION DESCRIPTION
 OR1081
 OR1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1081'4.2 KM (2.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1081'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1081'THENCE 2.0 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS
 OR1081'(EXIT 265), THENCE 0.8 KM (0.5 MI) WESTERLY ALONG SORENSEN DRIVE,
 OR1081'THENCE 0.8 KM (0.5 MI) NORTHERLY ALONG A DRIVEWAY, THENCE 0.2 KM (0.1
 OR1081'MI) NORTHERLY ALONG A TRACK ROAD, NEAR THE NORTHERN EDGE OF A SMALL
 OR1081'HILL ABOUT 1.5 KM (0.9 MI) NORTH OF THE PAUL WILLRODT RESIDENCE, 33.0
 OR1081'M (108.3 FT) SOUTH OF A FENCE, 26.5 M (86.9 FT) NORTHEAST OF THE ROAD
 OR1081'CENTER, 15.2 M (49.9 FT) SOUTH OF REFERENCE MARK 2, 9.4 M (30.8 FT)
 OR1081'EAST OF TRIANGULATION STATION VIEW, AND THE MONUMENT IS FLUSH WITH
 OR1081'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DICK
 OR1081'KELLY, POST OFFICE BOX 534, CHAMBERLAIN, SD 573256, TELEPHONE NUMBER
 OR1081'(605) 734-5763.  THE DRIVEWAY IS ON PROPERTY OWNED BY PAUL WILLRODT,
 OR1081'POST OFFICE BOX 579, CHAMBERLAIN SD 57365, TELEPHONE NUMBER (605)
 OR1081'734-5585.
 OR1081
 OR1081                          STATION RECOVERY (2012)
 OR1081
 OR1081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR1081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1082 ***********************************************************************
 OR1082  DESIGNATION -  VIEW RM 2
 OR1082  PID         -  OR1082
 OR1082  STATE/COUNTY-  SD/BRULE
 OR1082  COUNTRY     -  US
 OR1082  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1082
 OR1082                         *CURRENT SURVEY CONTROL
 OR1082  ______________________________________________________________________
 OR1082* NAD 83(1986) POSITION- 43 47 43.89   (N) 099 19 38.70   (W)   HD_HELD1
 OR1082* NAVD 88 ORTHO HEIGHT -   526.634 (meters)     1727.80  (feet) ADJUSTED
 OR1082  ______________________________________________________________________
 OR1082  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 OR1082  DYNAMIC HEIGHT  -        526.495 (meters)     1727.34  (feet) COMP
 OR1082  MODELED GRAVITY -    980,338.4   (mgal)                       NAVD 88
 OR1082
 OR1082  VERT ORDER      -  FIRST     CLASS II
 OR1082
 OR1082.The horizontal coordinates were determined by differentially corrected
 OR1082.hand held GPS observations or other comparable positioning techniques
 OR1082.and have an estimated accuracy of +/- 3 meters.
 OR1082
 OR1082.The orthometric height was determined by differential leveling and
 OR1082.adjusted by the NATIONAL GEODETIC SURVEY
 OR1082.in September 1993.
 OR1082
 OR1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1082.GEOID18 height accuracy estimate available here.
 OR1082
 OR1082.Click photographs - Photos may exist for this station.
 OR1082
 OR1082.The dynamic height is computed by dividing the NAVD 88
 OR1082.geopotential number by the normal gravity value computed on the
 OR1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1082.degrees latitude (g = 980.6199 gals.).
 OR1082
 OR1082.The modeled gravity was interpolated from observed gravity values.
 OR1082
 OR1082;                    North         East    Units  Estimated Accuracy
 OR1082;SPC SD S     -   162,927.7     680,948.2     MT  (+/- 3 meters HH1 GPS) 
 OR1082
 OR1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7365949214(NAD 83)
 OR1082
 OR1082                          SUPERSEDED SURVEY CONTROL
 OR1082
 OR1082.No superseded survey control is available for this station.
 OR1082
 OR1082_MARKER: DR = REFERENCE MARK DISK
 OR1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1082_STAMPING: VIEW NO 2 1948
 OR1082_MARK LOGO: CGS
 OR1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1082+STABILITY: SURFACE MOTION
 OR1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1082+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 OR1082
 OR1082  HISTORY     - Date     Condition        Report By
 OR1082  HISTORY     - 1948     MONUMENTED       CGS
 OR1082  HISTORY     - 19910701 GOOD             NGS
 OR1082  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR1082
 OR1082                          STATION DESCRIPTION
 OR1082
 OR1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1082'4.2 KM (2.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE EAST
 OR1082'END OF THE HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER IN CHAMBERLAIN,
 OR1082'THENCE 2.0 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 90 BUSINESS
 OR1082'(EXIT 265), THENCE 0.8 KM (0.5 MI) WESTERLY ALONG SORENSEN DRIVE,
 OR1082'THENCE 0.8 KM (0.5 MI) NORTHERLY ALONG A DRIVEWAY, THENCE 0.2 KM (0.1
 OR1082'MI) NORTHERLY ALONG A TRACK ROAD, NEAR THE NORTHERN EDGE OF A SMALL
 OR1082'HILL ABOUT 1.5 KM (0.9 MI) NORTH OF THE PAUL WILLRODT RESIDENCE, 25.5
 OR1082'M (83.7 FT) NORTHEAST OF THE ROAD CENTER, 21.0 M (68.9 FT) SOUTH OF A
 OR1082'FENCE, 15.2 M (49.9 FT) NORTHWEST OF REFERENCE MARK 1, 12.3 M (40.4
 OR1082'FT) NORTH OF TRIANGULATION STATION VIEW, AND THE MONUMENT PROJECTS
 OR1082'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 OR1082'PROPERTY OWNED BY DICK KELLY, POST OFFICE BOX 534, CHAMBERLAIN, SD
 OR1082'573256, TELEPHONE NUMBER (605) 734-5763.  THE DRIVEWAY IS ON PROPERTY
 OR1082'OWNED BY PAUL WILLRODT, POST OFFICE BOX 579, CHAMBERLAIN SD 57365,
 OR1082'TELEPHONE NUMBER (605) 734-5585.
 OR1082
 OR1082                          STATION RECOVERY (2012)
 OR1082
 OR1082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OR1082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2230 ***********************************************************************
 PU2230  DESIGNATION -  VIG
 PU2230  PID         -  PU2230
 PU2230  STATE/COUNTY-  SD/MEADE
 PU2230  COUNTRY     -  US
 PU2230  USGS QUAD   -  SQUAW BUTTES (2017)
 PU2230
 PU2230                         *CURRENT SURVEY CONTROL
 PU2230  ______________________________________________________________________
 PU2230* NAD 83(1996) POSITION- 44 54 25.69717(N) 102 44 10.47125(W)   ADJUSTED
 PU2230* NAVD 88 ORTHO HEIGHT -   792.    (meters)     2598.    (feet) SCALED
 PU2230  ______________________________________________________________________
 PU2230  GEOID HEIGHT    -        -17.759 (meters)                     GEOID18
 PU2230  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC18
 PU2230  HORZ ORDER      -  SECOND
 PU2230
 PU2230.The horizontal coordinates were established by classical geodetic methods
 PU2230.and adjusted by the National Geodetic Survey in January 1998.
 PU2230
 PU2230.The orthometric height was scaled from a topographic map.
 PU2230
 PU2230.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2230.GEOID18 height accuracy estimate available here.
 PU2230
 PU2230.Click photographs - Photos may exist for this station.
 PU2230
 PU2230.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2230
 PU2230. The following values were computed from the NAD 83(1996) position.
 PU2230
 PU2230;                    North         East     Units Scale Factor Converg.
 PU2230;SPC SD N     -   122,974.738   383,961.386   MT  0.99994226   -1 56 11.6
 PU2230;SPC SD N     -   403,459.62  1,259,713.31   sFT  0.99994226   -1 56 11.6
 PU2230;UTM  13      - 4,975,127.649   678,706.939   MT  0.99999272   +1 35 54.8
 PU2230
 PU2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2230!SPC SD N     -   0.99987855  x   0.99994226  =   0.99982082
 PU2230!UTM  13      -   0.99987855  x   0.99999272  =   0.99987127
 PU2230
 PU2230:                Primary Azimuth Mark                     Grid Az
 PU2230:SPC SD N     -  JACOBY                                   199 18 32.5
 PU2230:UTM  13      -  JACOBY                                   195 46 26.1
 PU2230
 PU2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7870675127(NAD 83)
 PU2230
 PU2230|---------------------------------------------------------------------|
 PU2230| PID    Reference Object                     Distance      Geod. Az  |
 PU2230|                                                           dddmmss.s |
 PU2230| CQ4324 VIG RM 1                              6.835 METERS 19533     |
 PU2230| PU2252 JACOBY                              APPROX.13.9 KM 1972220.9 |
 PU2230| CQ4325 VIG RM 2                             10.364 METERS 29808     |
 PU2230|---------------------------------------------------------------------|
 PU2230
 PU2230                          SUPERSEDED SURVEY CONTROL
 PU2230
 PU2230  NAD 83(1993)-  44 54 25.68940(N)    102 44 10.47036(W) AD(       ) 2
 PU2230  NAD 83(1986)-  44 54 25.68774(N)    102 44 10.46980(W) AD(       ) 2
 PU2230
 PU2230.Superseded values are not recommended for survey control.
 PU2230
 PU2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2230.See file dsdata.pdf to determine how the superseded data were derived.
 PU2230
 PU2230_MARKER: DS = TRIANGULATION STATION DISK
 PU2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2230_STAMPING: VIG 1962
 PU2230_MARK LOGO: CGS
 PU2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2230+STABILITY: SURFACE MOTION
 PU2230
 PU2230  HISTORY     - Date     Condition        Report By
 PU2230  HISTORY     - 1962     MONUMENTED       CGS
 PU2230
 PU2230                          STATION DESCRIPTION
 PU2230
 PU2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2230'THE STATION IS LOCATED 10 MILES SOUTHWEST OF MAURINE, 9 MILES
 PU2230'SOUTHEAST OF MUD BUTTE, 8 MILES EAST-NORTHEAST OF SULPHUR,
 PU2230'ON THE MOST POINTED AND NORTH ONE OF THREE BUTTES, IN SECTION
 PU2230'23, T. 11 N., R. 11 E., ON PROPERTY OWNED BY MR. ART VIG.
 PU2230'
 PU2230'TO REACH THE STATION FROM THE CROSSROAD AND STORE AT MAURINE,
 PU2230'GO WEST ON U.S. HIGHWAY 212 FOR 3.1 MILES TO A SIDE ROAD LEFT.
 PU2230'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 8.1 MILES TO A
 PU2230'SIDE ROAD RIGHT AND A SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT
 PU2230'AND GO WEST ON A GRAVELED ROAD FOR 4.0 MILES TO WHERE
 PU2230'ROAD TURNS LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED FOR
 PU2230'0.2 MILE TO A SIDE ROAD RIGHT.  TURN A SHARP RIGHT AND PASS
 PU2230'THROUGH A WIRE GATE AND GO NORTHERLY ON A TRACK ROAD FOR
 PU2230'0.25 MILE TO A SADDLE BETWEEN TWO BUTTES AND THE END OF TRUCK
 PU2230'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK EAST UP THE WEST
 PU2230'SIDE OF THE SHARP POINTED BUTTE TO THE HIGHEST POINT AND
 PU2230'THE STATION AS DESCRIBED.
 PU2230'
 PU2230'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2230'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 PU2230'STAMPED VIG 1962.  IT IS 6 FEET EAST OF A CAIRN.
 PU2230'
 PU2230'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2230'HOLE IN A LARGE BOULDER AND IS STAMPED VIG NO. 1 1962.  IT IS
 PU2230'ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 PU2230'
 PU2230'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 PU2230'HOLE IN A LARGE BOULDER AND IS STAMPED VIG NO. 2 1962. IT IS
 PU2230'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0906 ***********************************************************************
 PR0906  DESIGNATION -  VILAS ELEVATOR
 PR0906  PID         -  PR0906
 PR0906  STATE/COUNTY-  SD/MINER
 PR0906  COUNTRY     -  US
 PR0906  USGS QUAD   -  HOWARD (2017)
 PR0906
 PR0906                         *CURRENT SURVEY CONTROL
 PR0906  ______________________________________________________________________
 PR0906* NAD 83(1996) POSITION- 44 00 37.45022(N) 097 35 52.57422(W)   ADJUSTED
 PR0906  ______________________________________________________________________
 PR0906  GEOID HEIGHT    -        -25.729 (meters)                     GEOID18
 PR0906  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 PR0906  HORZ ORDER      -  THIRD
 PR0906
 PR0906.The horizontal coordinates were established by classical geodetic methods
 PR0906.and adjusted by the National Geodetic Survey in January 1998.
 PR0906
 PR0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0906.GEOID18 height accuracy estimate available here.
 PR0906
 PR0906.Click photographs - Photos may exist for this station.
 PR0906
 PR0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0906
 PR0906. The following values were computed from the NAD 83(1996) position.
 PR0906
 PR0906;                    North         East     Units Scale Factor Converg.
 PR0906;SPC SD S     -   189,922.371   819,302.414   MT  0.99993024   +1 53 13.3
 PR0906;SPC SD S     -   623,103.65  2,687,994.67   sFT  0.99993024   +1 53 13.3
 PR0906;UTM  14      - 4,873,983.781   612,389.895   MT  0.99975536   +0 58 27.3
 PR0906
 PR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1238973983(NAD 83)
 PR0906
 PR0906                          SUPERSEDED SURVEY CONTROL
 PR0906
 PR0906  NAD 83(1986)-  44 00 37.45942(N)    097 35 52.53680(W) AD(       ) 3
 PR0906  NAD 27      -  44 00 37.54000(N)    097 35 51.29000(W) AD(       ) 3
 PR0906  USSD        -  44 00 37.71000(N)    097 35 51.70000(W) AD(       ) 3
 PR0906
 PR0906.Superseded values are not recommended for survey control.
 PR0906
 PR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0906.See file dsdata.pdf to determine how the superseded data were derived.
 PR0906
 PR0906_MARKER: 65 = GRAIN ELEVATOR
 PR0906
 PR0906  HISTORY     - Date     Condition        Report By
 PR0906  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0906  HISTORY     - 1935     POOR             CGS
 PR0906
 PR0906                          STATION DESCRIPTION
 PR0906
 PR0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0906'THE ELEVATOR USED IS STILL STANDING BUT IS IN VERY DECREPIT
 PR0906'CONDITION AND MAY HAVE SETTLED CONSIDERABLY OUT OF PLUMB.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0912 ***********************************************************************
 QS0912  DESIGNATION -  VILLAGE
 QS0912  PID         -  QS0912
 QS0912  STATE/COUNTY-  SD/ZIEBACH
 QS0912  COUNTRY     -  US
 QS0912  USGS QUAD   -  THUNDER BUTTE (2017)
 QS0912
 QS0912                         *CURRENT SURVEY CONTROL
 QS0912  ______________________________________________________________________
 QS0912* NAD 83(1996) POSITION- 45 11 22.97175(N) 101 38 01.40216(W)   ADJUSTED
 QS0912* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 QS0912  ______________________________________________________________________
 QS0912  GEOID HEIGHT    -        -20.345 (meters)                     GEOID18
 QS0912  LAPLACE CORR    -         -7.45  (seconds)                    DEFLEC18
 QS0912  HORZ ORDER      -  SECOND
 QS0912
 QS0912.The horizontal coordinates were established by classical geodetic methods
 QS0912.and adjusted by the National Geodetic Survey in January 1998.
 QS0912
 QS0912.The orthometric height was scaled from a topographic map.
 QS0912
 QS0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0912.GEOID18 height accuracy estimate available here.
 QS0912
 QS0912.Click photographs - Photos may exist for this station.
 QS0912
 QS0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0912
 QS0912. The following values were computed from the NAD 83(1996) position.
 QS0912
 QS0912;                    North         East     Units Scale Factor Converg.
 QS0912;SPC SD N     -   152,020.369   471,628.081   MT  0.99994203   -1 09 22.5
 QS0912;SPC SD N     -   498,753.49  1,547,333.13   sFT  0.99994203   -1 09 22.5
 QS0912;UTM  14      - 5,007,400.281   293,108.895   MT  1.00012633   -1 52 08.9
 QS0912
 QS0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0912!SPC SD N     -   0.99989088  x   0.99994203  =   0.99983291
 QS0912!UTM  14      -   0.99989088  x   1.00012633  =   1.00001719
 QS0912
 QS0912:                Primary Azimuth Mark                     Grid Az
 QS0912:SPC SD N     -  VILLAGE AZ MK                            283 39 06.5
 QS0912:UTM  14      -  VILLAGE AZ MK                            284 21 52.9
 QS0912
 QS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9310807400(NAD 83)
 QS0912
 QS0912|---------------------------------------------------------------------|
 QS0912| PID    Reference Object                     Distance      Geod. Az  |
 QS0912|                                                           dddmmss.s |
 QS0912| CQ8931 VILLAGE RM 1                         19.361 METERS 13938     |
 QS0912| CQ8930 VILLAGE AZ MK                                      2822944.0 |
 QS0912| CQ8932 VILLAGE RM 2                         21.349 METERS 32008     |
 QS0912|---------------------------------------------------------------------|
 QS0912
 QS0912                          SUPERSEDED SURVEY CONTROL
 QS0912
 QS0912  NAD 83(1986)-  45 11 22.96363(N)    101 38 01.40131(W) AD(       ) 2
 QS0912  NAD 27      -  45 11 23.04900(N)    101 37 59.83500(W) AD(       ) 2
 QS0912
 QS0912.Superseded values are not recommended for survey control.
 QS0912
 QS0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0912.See file dsdata.pdf to determine how the superseded data were derived.
 QS0912
 QS0912_MARKER: DS = TRIANGULATION STATION DISK
 QS0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0912_STAMPING: VILLAGE 1952
 QS0912_MARK LOGO: CGS
 QS0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0912+STABILITY: SURFACE MOTION
 QS0912
 QS0912  HISTORY     - Date     Condition        Report By
 QS0912  HISTORY     - 1952     MONUMENTED       CGS
 QS0912
 QS0912                          STATION DESCRIPTION
 QS0912
 QS0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0912'THE STATION IS ABOUT 10 MILES NORTH-NORTHWEST OF DUPREE,
 QS0912'2-1/2 MILES SOUTHEAST OF THE INDIAN VILLAGE OF THUNDER BUTTE,
 QS0912'1-1/2 MILES SOUTH OF THE MOREAU RIVER, NEAR THE CORNERS OF
 QS0912'SECTIONS 1, 2, 11, AND 12, T 14 N, R 20 E, ON THE CHEYENNE
 QS0912'RIVER INDIAN RESERVATION, 0.05 MILE NORTHEAST OF A TRACK
 QS0912'ROAD, AND 4 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QS0912'
 QS0912'TO REACH THE STATION FROM THE DEPOT IN DUPREE, GO NORTH FOR
 QS0912'1 BLOCK TO U.S. HIGHWAY 212, TURN LEFT AND GO WEST ON U.S.
 QS0912'HIGHWAY 212 FOR 1.15 MILE TO A SIDE ROAD RIGHT AT SIGN THUNDER
 QS0912'BUTTE 13, TURN RIGHT AND GO NORTH FOR 8.6 MILES TO AN OLD
 QS0912'SCHOOLHOUSE ON LEFT, CONTINUE NORTH FOR 2.5 MILES TO A
 QS0912'CROSS ROAD, TURN SHARP RIGHT AND GO EAST ON TRACK ROAD FOR 0.7
 QS0912'MILE TO THE AZIMUTH MARK ON LEFT, CONTINUE EAST FOR 0.4
 QS0912'MILE, TURN LEFT AND GO 0.05 MILE TO THE TOP OF HILL AND
 QS0912'STATION.
 QS0912'
 QS0912'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0912'VILLAGE 1952.
 QS0912'
 QS0912'REFERENCE MARK 1 IS 61 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 QS0912'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0912'VILLAGE NO 1 1952.
 QS0912'
 QS0912'REFERENCE MARK 2 IS 68 FEET NORTHEAST OF A 4 X 4 INCH WITNESS
 QS0912'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0912'VILLAGE NO 2 1952.
 QS0912'
 QS0912'THE AZIMUTH MARK IS 27 FEET NORTHEAST OF CENTER OF TRACK
 QS0912'ROAD AND 2 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE
 QS0912'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED VILLAGE 1952.
 QS0912'
 QS0912'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0611 ***********************************************************************
 PS0611  DESIGNATION -  VIRGIL MUNICIPAL TANK
 PS0611  PID         -  PS0611
 PS0611  STATE/COUNTY-  SD/BEADLE
 PS0611  COUNTRY     -  US
 PS0611  USGS QUAD   -  VIRGIL (2017)
 PS0611
 PS0611                         *CURRENT SURVEY CONTROL
 PS0611  ______________________________________________________________________
 PS0611* NAD 83(1996) POSITION- 44 17 23.75885(N) 098 25 20.82653(W)   ADJUSTED
 PS0611  ______________________________________________________________________
 PS0611  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 PS0611  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 PS0611  HORZ ORDER      -  THIRD
 PS0611
 PS0611.The horizontal coordinates were established by classical geodetic methods
 PS0611.and adjusted by the National Geodetic Survey in January 1998.
 PS0611
 PS0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0611.GEOID18 height accuracy estimate available here.
 PS0611
 PS0611.Click photographs - Photos may exist for this station.
 PS0611
 PS0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0611
 PS0611. The following values were computed from the NAD 83(1996) position.
 PS0611
 PS0611;                    North         East     Units Scale Factor Converg.
 PS0611;SPC SD N     -    51,965.681   725,906.743   MT  1.00002669   +1 06 59.4
 PS0611;SPC SD N     -   170,490.74  2,381,579.04   sFT  1.00002669   +1 06 59.4
 PS0611;SPC SD S     -   219,123.615   752,499.031   MT  0.99997557   +1 19 05.6
 PS0611;SPC SD S     -   718,908.06  2,468,823.90   sFT  0.99997557   +1 19 05.6
 PS0611;UTM  14      - 4,904,238.054   546,078.350   MT  0.99962611   +0 24 11.9
 PS0611
 PS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4607804238(NAD 83)
 PS0611
 PS0611                          SUPERSEDED SURVEY CONTROL
 PS0611
 PS0611  NAD 83(1986)-  44 17 23.75394(N)    098 25 20.83913(W) AD(       ) 3
 PS0611  NAD 27      -  44 17 23.79700(N)    098 25 19.51200(W) AD(       ) 3
 PS0611
 PS0611.Superseded values are not recommended for survey control.
 PS0611
 PS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0611.See file dsdata.pdf to determine how the superseded data were derived.
 PS0611
 PS0611_MARKER: 53 = ELEVATED TANK
 PS0611
 PS0611  HISTORY     - Date     Condition        Report By
 PS0611  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0611
 PS0611                          STATION DESCRIPTION
 PS0611
 PS0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0611'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED
 PS0611'IN THE S PART OF TOWN ONE BLOCK S OF MAIN STREET.  HEIGHT
 PS0611'APPROXIMATELY 125 FEET.
 PS0611'
 PS0611'THE STATION WAS OBSERVED UPON FROM CARLYLE, BATES, ROSE, HURON,
 PS0611'WESS, HART, AND MILLET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0776 ***********************************************************************
 QS0776  DESIGNATION -  VIRGIN
 QS0776  PID         -  QS0776
 QS0776  STATE/COUNTY-  SD/DEWEY
 QS0776  COUNTRY     -  US
 QS0776  USGS QUAD   -  VIRGINIA (2017)
 QS0776
 QS0776                         *CURRENT SURVEY CONTROL
 QS0776  ______________________________________________________________________
 QS0776* NAD 83(1996) POSITION- 45 11 18.54695(N) 100 30 48.93396(W)   ADJUSTED
 QS0776* NAVD 88 ORTHO HEIGHT -   654.    (meters)     2146.    (feet) SCALED
 QS0776  ______________________________________________________________________
 QS0776  GEOID HEIGHT    -        -22.087 (meters)                     GEOID18
 QS0776  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 QS0776  HORZ ORDER      -  THIRD
 QS0776
 QS0776.The horizontal coordinates were established by classical geodetic methods
 QS0776.and adjusted by the National Geodetic Survey in January 1998.
 QS0776
 QS0776.The orthometric height was scaled from a topographic map.
 QS0776
 QS0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0776.GEOID18 height accuracy estimate available here.
 QS0776
 QS0776.Click photographs - Photos may exist for this station.
 QS0776
 QS0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0776
 QS0776. The following values were computed from the NAD 83(1996) position.
 QS0776
 QS0776;                    North         East     Units Scale Factor Converg.
 QS0776;SPC SD N     -   150,716.464   559,640.438   MT  0.99994198   -0 21 48.6
 QS0776;SPC SD N     -   494,475.60  1,836,087.00   sFT  0.99994198   -0 21 48.6
 QS0776;UTM  14      - 5,005,003.383   381,097.579   MT  0.99977383   -1 04 26.1
 QS0776
 QS0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0776!SPC SD N     -   0.99990087  x   0.99994198  =   0.99984285
 QS0776!UTM  14      -   0.99990087  x   0.99977383  =   0.99967472
 QS0776
 QS0776:                Primary Azimuth Mark                     Grid Az
 QS0776:SPC SD N     -  TT 2 JNF                                 062 08 40.2
 QS0776:UTM  14      -  TT 2 JNF                                 062 51 17.7
 QS0776
 QS0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8109705003(NAD 83)
 QS0776
 QS0776|---------------------------------------------------------------------|
 QS0776| PID    Reference Object                     Distance      Geod. Az  |
 QS0776|                                                           dddmmss.s |
 QS0776| QS0777 TT 2 JNF                            419.439 METERS 0614651.6 |
 QS0776| CO6330 VIRGIN RM 1                          11.860 METERS 13445     |
 QS0776| CO6331 VIRGIN RM 2                          11.704 METERS 21555     |
 QS0776|---------------------------------------------------------------------|
 QS0776
 QS0776                          SUPERSEDED SURVEY CONTROL
 QS0776
 QS0776  NAD 83(1986)-  45 11 18.53922(N)    100 30 48.93544(W) AD(       ) 3
 QS0776  NAD 27      -  45 11 18.60100(N)    100 30 47.42600(W) AD(       ) 3
 QS0776
 QS0776.Superseded values are not recommended for survey control.
 QS0776
 QS0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0776.See file dsdata.pdf to determine how the superseded data were derived.
 QS0776
 QS0776_MARKER: DS = TRIANGULATION STATION DISK
 QS0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0776_STAMPING: VIRGIN 1952
 QS0776_MARK LOGO: CGS
 QS0776_PROJECTION: FLUSH
 QS0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0776+STABILITY: SURFACE MOTION
 QS0776
 QS0776  HISTORY     - Date     Condition        Report By
 QS0776  HISTORY     - 1952     MONUMENTED       CGS
 QS0776
 QS0776                          STATION DESCRIPTION
 QS0776
 QS0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0776'THE STATION IS ABOUT 7 MILES NORTHEAST OF LA PLANT, 4 MILES
 QS0776'NORTH OF U.S. HIGHWAY 212, IN SECTION 12, T 14 N, R 29 E,
 QS0776'ON THE CHEYENNE RIVER INDIAN RESERVATION, 0.15 MILE WEST OF
 QS0776'A TRACK ROAD, AND 10 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 QS0776'
 QS0776'TO REACH THE STATION FROM THE POST OFFICE IN LA PLANT, GO
 QS0776'NORTH FOR 0.3 MILE TO U.S. HIGHWAY 212, TURN RIGHT AND GO
 QS0776'EAST ON HIGHWAY FOR 7.4 MILES TO RANCH BUILDINGS ON LEFT,
 QS0776'CONTINUE ON HIGHWAY FOR 0.1 MILE TO A WIRE GATE AND SIGN,
 QS0776'V.E. RANCH, ON LEFT, TURN LEFT THROUGH GATE AND GO NORTHWEST FOR
 QS0776'150 FEET TO A FORK, BEAR RIGHT AND GO NORTHEAST ON TRACK ROAD
 QS0776'FOR 1.0 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO NORTH FOR
 QS0776'3.8 MILES TO THE AZIMUTH MARK ON LEFT, TURN LEFT AND GO WEST
 QS0776'FOR 0.3 MILE TO TOP OF MOUND AND STATION.
 QS0776'
 QS0776'THE STATION MARK IS SET FLUSH WITH THE GROUND, AND THE DISK
 QS0776'IS STAMPED VIRGIN 1952.
 QS0776'
 QS0776'REFERENCE MARK 1 IS 42 FEET SOUTHEAST OF A 4 X 4 INCH WITNESS
 QS0776'POST.  THE MARK IS SET FLUSH WITH THE GROUND, AND THE DISK IS
 QS0776'STAMPED VIRGIN NO 1 1952.
 QS0776'
 QS0776'REFERENCE MARK 2 IS 31 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS
 QS0776'POST.  THE MARK IS SET FLUSH WITH THE GROUND, AND THE DISK
 QS0776'IS STAMPED VIRGIN NO 2 1952.
 QS0776'
 QS0776'TT 2 (USGS) IS 157 FEET NORTH OF CENTER OF A TRACK ROAD AND
 QS0776'2 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST.  IT IS A
 QS0776'STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A 6 X 6 INCH
 QS0776'CONCRETE POST PROJECTING 3 INCHES.  THE DISK IS STAMPED TT
 QS0776'2 JNF 1948.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0780 ***********************************************************************
 QS0780  DESIGNATION -  VIRGINIA
 QS0780  PID         -  QS0780
 QS0780  STATE/COUNTY-  SD/DEWEY
 QS0780  COUNTRY     -  US
 QS0780  USGS QUAD   -  LA PLANT (2017)
 QS0780
 QS0780                         *CURRENT SURVEY CONTROL
 QS0780  ______________________________________________________________________
 QS0780* NAD 83(1996) POSITION- 45 14 23.91880(N) 100 41 01.16384(W)   ADJUSTED
 QS0780* NAVD 88 ORTHO HEIGHT -   657.    (meters)     2156.    (feet) SCALED
 QS0780  ______________________________________________________________________
 QS0780  GEOID HEIGHT    -        -21.872 (meters)                     GEOID18
 QS0780  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 QS0780  HORZ ORDER      -  SECOND
 QS0780
 QS0780.The horizontal coordinates were established by classical geodetic methods
 QS0780.and adjusted by the National Geodetic Survey in January 1998.
 QS0780
 QS0780.The orthometric height was scaled from a topographic map.
 QS0780
 QS0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0780.GEOID18 height accuracy estimate available here.
 QS0780
 QS0780.Click photographs - Photos may exist for this station.
 QS0780
 QS0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0780
 QS0780. The following values were computed from the NAD 83(1996) position.
 QS0780
 QS0780;                    North         East     Units Scale Factor Converg.
 QS0780;SPC SD N     -   156,537.387   546,324.944   MT  0.99994453   -0 29 01.9
 QS0780;SPC SD N     -   513,573.08  1,792,401.09   sFT  0.99994453   -0 29 01.9
 QS0780;UTM  14      - 5,010,988.220   367,857.330   MT  0.99981470   -1 11 44.4
 QS0780
 QS0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0780!SPC SD N     -   0.99990037  x   0.99994453  =   0.99984490
 QS0780!UTM  14      -   0.99990037  x   0.99981470  =   0.99971509
 QS0780
 QS0780:                Primary Azimuth Mark                     Grid Az
 QS0780:SPC SD N     -  VIRGINIA AZ MK                           166 40 11.2
 QS0780:UTM  14      -  VIRGINIA AZ MK                           167 22 53.7
 QS0780
 QS0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR6785710988(NAD 83)
 QS0780
 QS0780|---------------------------------------------------------------------|
 QS0780| PID    Reference Object                     Distance      Geod. Az  |
 QS0780|                                                           dddmmss.s |
 QS0780| CO6332 VIRGINIA AZ MK                                     1661109.3 |
 QS0780| CO6333 VIRGINIA RM 1                        13.816 METERS 17855     |
 QS0780| CO6334 VIRGINIA RM 2                        13.896 METERS 29755     |
 QS0780|---------------------------------------------------------------------|
 QS0780
 QS0780                          SUPERSEDED SURVEY CONTROL
 QS0780
 QS0780  NAD 83(1986)-  45 14 23.91109(N)    100 41 01.16376(W) AD(       ) 2
 QS0780  NAD 27      -  45 14 23.97100(N)    100 40 59.65400(W) AD(       ) 2
 QS0780
 QS0780.Superseded values are not recommended for survey control.
 QS0780
 QS0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0780.See file dsdata.pdf to determine how the superseded data were derived.
 QS0780
 QS0780_MARKER: DS = TRIANGULATION STATION DISK
 QS0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0780_STAMPING: VIRGINIA 1952
 QS0780_MARK LOGO: CGS
 QS0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0780+STABILITY: SURFACE MOTION
 QS0780
 QS0780  HISTORY     - Date     Condition        Report By
 QS0780  HISTORY     - 1952     MONUMENTED       CGS
 QS0780
 QS0780                          STATION DESCRIPTION
 QS0780
 QS0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0780'THE STATION IS ABOUT 7 MILES NORTH-NORTHWEST OF LA PLANT,
 QS0780'4 MILES SOUTHEAST OF THE MOREAU RIVER, IN SECTION 22, T 15 N,
 QS0780'R 28 E, ON THE CHEYENNE RIVER INDIAN RESERVATION, 105 FEET
 QS0780'WEST-NORTHWEST OF THE CENTER OF A TRACK CROSS ROAD, AND 8
 QS0780'FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 QS0780'
 QS0780'TO REACH THE STATION FROM THE POST OFFICE IN LA PLANT, GO
 QS0780'NORTH FOR 0.3 MILE TO U.S. HIGHWAY 212, TURN LEFT AND GO WEST
 QS0780'ON HIGHWAY FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 QS0780'AND GO NORTH ON GRADED DIRT ROAD FOR 3.05 MILES TO A FORK,
 QS0780'BEAR LEFT AND GO 1.5 MILES TO A FORK, BEAR RIGHT AND GO 0.35
 QS0780'MILE TO A FORK, BEAR RIGHT AND FOLLOW MAIN TRACK ROAD NORTH FOR
 QS0780'2.55 MILES TO A FORK AND AZIMUTH MARK ON LEFT, BEAR LEFT ON
 QS0780'DIM TRACK ROAD AND GO NORTHWEST FOR 0.3 MILE TO TOP OF MOUND
 QS0780'AND STATION.
 QS0780'
 QS0780'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0780'VIRGINIA 1952.
 QS0780'
 QS0780'REFERENCE MARK 1 IS 18 FEET SOUTH OF CENTER OF A TRACK ROAD.
 QS0780'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED VIRGINIA
 QS0780'NO 1 1952.
 QS0780'
 QS0780'REFERENCE MARK 2 IS 21 FEET NORTH OF CENTER OF A TRACK
 QS0780'ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0780'VIRGINIA NO 2 1952.
 QS0780'
 QS0780'THE AZIMUTH MARK IS 28 FEET WEST OF CENTER OF A TRACK ROAD AND
 QS0780'4 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QS0780'7 INCHES, AND THE DISK IS STAMPED VIRGINIA 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0412 ***********************************************************************
 QQ0412  DESIGNATION -  VISTA
 QQ0412  PID         -  QQ0412
 QQ0412  STATE/COUNTY-  SD/CODINGTON
 QQ0412  COUNTRY     -  US
 QQ0412  USGS QUAD   -  WALLACE (2017)
 QQ0412
 QQ0412                         *CURRENT SURVEY CONTROL
 QQ0412  ______________________________________________________________________
 QQ0412* NAD 83(1996) POSITION- 45 02 35.34271(N) 097 28 38.45250(W)   ADJUSTED
 QQ0412* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 QQ0412  ______________________________________________________________________
 QQ0412  GEOID HEIGHT    -        -24.947 (meters)                     GEOID18
 QQ0412  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 QQ0412  HORZ ORDER      -  FIRST
 QQ0412
 QQ0412.The horizontal coordinates were established by classical geodetic methods
 QQ0412.and adjusted by the National Geodetic Survey in January 1998.
 QQ0412
 QQ0412.The orthometric height was scaled from a topographic map.
 QQ0412
 QQ0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0412.GEOID18 height accuracy estimate available here.
 QQ0412
 QQ0412.Click photographs - Photos may exist for this station.
 QQ0412
 QQ0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0412
 QQ0412. The following values were computed from the NAD 83(1996) position.
 QQ0412
 QQ0412;                    North         East     Units Scale Factor Converg.
 QQ0412;SPC SD N     -   137,534.014   798,709.520   MT  0.99993912   +1 47 07.4
 QQ0412;SPC SD N     -   451,226.18  2,620,432.82   sFT  0.99993912   +1 47 07.4
 QQ0412;UTM  14      - 4,988,871.627   619,918.164   MT  0.99977682   +1 04 39.4
 QQ0412
 QQ0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0412!SPC SD N     -   0.99991779  x   0.99993912  =   0.99985692
 QQ0412!UTM  14      -   0.99991779  x   0.99977682  =   0.99969463
 QQ0412
 QQ0412:                Primary Azimuth Mark                     Grid Az
 QQ0412:SPC SD N     -  VISTA AZ MK 2                            030 22 20.9
 QQ0412:UTM  14      -  VISTA AZ MK 2                            031 04 48.9
 QQ0412
 QQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ1991888871(NAD 83)
 QQ0412
 QQ0412|---------------------------------------------------------------------|
 QQ0412| PID    Reference Object                     Distance      Geod. Az  |
 QQ0412|                                                           dddmmss.s |
 QQ0412| CO6335 VISTA AZ MK                                        0183939.8 |
 QQ0412| CO6337 VISTA RM 1                           22.063 METERS 03158     |
 QQ0412| CO6336 VISTA AZ MK 2                                      0320928.3 |
 QQ0412| QQ0410 FLORENCE IMMAC CONCEPT CATH CH      APPROX.11.6 KM 0825901.4 |
 QQ0412| QQ0409 FLORENCE PUBLIC SCHOOL BELFRY       APPROX.11.6 KM 0835735.0 |
 QQ0412| CO6338 VISTA RM 2                           22.361 METERS 13212     |
 QQ0412|---------------------------------------------------------------------|
 QQ0412
 QQ0412                          SUPERSEDED SURVEY CONTROL
 QQ0412
 QQ0412  NAD 83(1986)-  45 02 35.34213(N)    097 28 38.43653(W) AD(       ) 1
 QQ0412  NAD 27      -  45 02 35.47963(N)    097 28 37.14166(W) AD(       ) 1
 QQ0412
 QQ0412.Superseded values are not recommended for survey control.
 QQ0412
 QQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0412.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0412
 QQ0412_MARKER: DS = TRIANGULATION STATION DISK
 QQ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0412_STAMPING: VISTA 1952
 QQ0412_MARK LOGO: MNDT
 QQ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0412+STABILITY: SURFACE MOTION
 QQ0412
 QQ0412  HISTORY     - Date     Condition        Report By
 QQ0412  HISTORY     - 1952     MONUMENTED       CGS
 QQ0412  HISTORY     - 1966     GOOD             CGS
 QQ0412  HISTORY     - 1971     GOOD             LOCENG
 QQ0412
 QQ0412                          STATION DESCRIPTION
 QQ0412
 QQ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0412'THE STATION IS ON THE SUMMIT OF A HIGH HILL, IN SECTION 7, T 118
 QQ0412'N, R 55 N, ON LAND OWNED BY C.A. PETERSON, ABOUT 3 MILES SOUTH OF
 QQ0412'WALLACE, 3/4 MILE EAST OF THE CODINGTON-CLARK COUNTY LINE, 48 FEET
 QQ0412'SOUTH-SOUTHEAST OF A LARGE ROCK PILE AND 4 FEET NORTH OF A
 QQ0412'WHITE 4 IN X 4 IN WITNESS POST.
 QQ0412'
 QQ0412'TO REACH THE STATION FROM A T-INTERSECTION AND JUST SOUTH OF
 QQ0412'AN OVERPASS AT THE EAST EDGE OF TOWN OF WALLACE, GO SOUTH ON A
 QQ0412'GRAVELED ROAD FOR 2.1 MILES TO A DIRT CROSSROAD AND THE AZIMUTH
 QQ0412'MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE SOUTHERLY ON THE
 QQ0412'MAIN ROAD FOR 0.8 MILE TO MR. PETERSONS DRIVEWAY ON THE RIGHT,
 QQ0412'TURN RIGHT (WEST) AND FOLLOW THE DRIVEWAY FOR 0.25 MILE TO THE
 QQ0412'FARM BUILDINGS, GO THROUGH GATE AT THE NORTHEAST CORNER OF THE
 QQ0412'BARN AND GO NORTH-NORTHEAST FOR 0.15 MILE TO A FENCE CORNER,
 QQ0412'CONTINUE NORTH-NORTHEAST FOR 0.15 MILE TO THE HIGHEST POINT
 QQ0412'OF THE HILL AND STATION.
 QQ0412'
 QQ0412'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED VISTA
 QQ0412'1952.
 QQ0412'
 QQ0412'REFERENCE MARK 1 IS 18 FEET SOUTH OF A WIRE FENCE.  THE MARK
 QQ0412'PROJECTS 6 INCHES AND THE DISK IS STAMPED VISTA NO 1 1952.
 QQ0412'
 QQ0412'REFERENCE MARK 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED VISTA
 QQ0412'NO 2 1952.
 QQ0412'
 QQ0412'THE AZIMUTH MARK IS 44 FEET WEST OF THE CENTER OF THE GRAVELED
 QQ0412'ROAD, 33 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 5 FEET
 QQ0412'NORTHEAST OF A FENCE CORNER, 5 FEET WEST OF A POWERLINE POLE, AND
 QQ0412'2 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK
 QQ0412'PROJECTS 5 INCHES AND THE DISK IS STAMPED VISTA 1952.
 QQ0412'
 QQ0412'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QQ0412
 QQ0412                          STATION RECOVERY (1966)
 QQ0412
 QQ0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QQ0412'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QQ0412'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF FUTURE ROAD
 QQ0412'CONSTRUCTION SO A NEW MARK WAS ESTABLISHED AND THE OLD MARK WAS
 QQ0412'DESTROYED.
 QQ0412'
 QQ0412'TO REACH THE STATION FROM WALLACE, FROM THE RAILROAD CROSSING
 QQ0412'AT THE EAST EDGE OF TOWN, GO SOUTH ON A COUNTY ROAD FOR 2.5
 QQ0412'MILES TO CROSSROADS, (TURN LEFT AND GO EAST FOR 0.15 MILE TO
 QQ0412'AZIMUTH MARK ON RIGHT), CONTINUE SOUTH ON MAIN ROAD FOR 0.8 MILE
 QQ0412'TO A FARM DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO WEST FOR
 QQ0412'0.25 MILE TO FARM BUILDINGS, GO THROUGH GATE AT NORTHEAST
 QQ0412'CORNER OF BARN AND GO NORTH-NORTHEAST FOR 0.15 MILE TO FENCE
 QQ0412'CORNER, CONTINUE NORTH-NORTHEAST FOR 0.15 MILE TO HIGHEST
 QQ0412'POINT AND STATION.
 QQ0412'
 QQ0412'THE STATION AND REFERENCE MARKS ARE IN AN OPEN PASTURE AND
 QQ0412'THERE WERE NO POINTS FROM WHICH MEASUREMENTS COULD BE MADE FOR
 QQ0412'REFERENCES.
 QQ0412'
 QQ0412'THE AZIMUTH MARK IS 0.15 MILE EAST OF A CROSSROAD, 34 FEET
 QQ0412'SOUTH OF CENTERLINE OF EAST-WEST ROAD AND 1.5 FEET WEST OF A
 QQ0412'METAL WITNESS POST.  MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QQ0412'VISTA 1952 AZ 2 1966.
 QQ0412'
 QQ0412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QQ0412'3 MILES SOUTH OF WALLACE.
 QQ0412
 QQ0412                          STATION RECOVERY (1971)
 QQ0412
 QQ0412'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 QQ0412'RECOVERED BY SCHMIDT CORP.
 QQ0412'
 QQ0412'VERY GOOD
 QQ0412'
 QQ0412'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0756 ***********************************************************************
 OT0756  DESIGNATION -  VISTA
 OT0756  PID         -  OT0756
 OT0756  STATE/COUNTY-  SD/SHANNON
 OT0756  COUNTRY     -  US
 OT0756  USGS QUAD   -  SHARPS CORNER (2017)
 OT0756
 OT0756                         *CURRENT SURVEY CONTROL
 OT0756  ______________________________________________________________________
 OT0756* NAD 83(1996) POSITION- 43 24 49.66629(N) 102 28 27.33598(W)   ADJUSTED
 OT0756* NAVD 88 ORTHO HEIGHT -  1010.1   (meters)     3314.    (feet) VERTCON3
 OT0756  ______________________________________________________________________
 OT0756  GEOID HEIGHT    -        -18.355 (meters)                     GEOID18
 OT0756  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 OT0756  HORZ ORDER      -  FIRST
 OT0756
 OT0756.The horizontal coordinates were established by classical geodetic methods
 OT0756.and adjusted by the National Geodetic Survey in January 1998.
 OT0756
 OT0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0756
 OT0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0756.GEOID18 height accuracy estimate available here.
 OT0756
 OT0756.Click photographs - Photos may exist for this station.
 OT0756
 OT0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0756
 OT0756. The following values were computed from the NAD 83(1996) position.
 OT0756
 OT0756;                    North         East     Units Scale Factor Converg.
 OT0756;SPC SD S     -   122,264.079   426,637.065   MT  0.99991322   -1 28 36.9
 OT0756;SPC SD S     -   401,128.07  1,399,725.10   sFT  0.99991322   -1 28 36.9
 OT0756;UTM  13      - 4,809,866.440   704,485.796   MT  1.00011438   +1 44 11.2
 OT0756
 OT0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0756!SPC SD S     -   0.99984451  x   0.99991322  =   0.99975774
 OT0756!UTM  13      -   0.99984451  x   1.00011438  =   0.99995887
 OT0756
 OT0756:                Primary Azimuth Mark                     Grid Az
 OT0756:SPC SD S     -  VISTA AZ MK                              293 29 20.6
 OT0756:UTM  13      -  VISTA AZ MK                              290 16 32.5
 OT0756
 OT0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0448509866(NAD 83)
 OT0756
 OT0756|---------------------------------------------------------------------|
 OT0756| PID    Reference Object                     Distance      Geod. Az  |
 OT0756|                                                           dddmmss.s |
 OT0756| CQ4327 VISTA RM 1                           20.550 METERS 24020     |
 OT0756| CQ4326 VISTA AZ MK                                        2920043.7 |
 OT0756| CQ4328 VISTA RM 2                           30.605 METERS 31453     |
 OT0756|---------------------------------------------------------------------|
 OT0756
 OT0756                          SUPERSEDED SURVEY CONTROL
 OT0756
 OT0756  NAD 83(1995)-  43 24 49.66388(N)    102 28 27.33675(W) AD(       ) 1
 OT0756  NAD 83(1993)-  43 24 49.65674(N)    102 28 27.33704(W) AD(       ) 1
 OT0756  NAD 83(1986)-  43 24 49.65380(N)    102 28 27.33884(W) AD(       ) 1
 OT0756  NAD 27      -  43 24 49.69500(N)    102 28 25.72800(W) AD(       ) 1
 OT0756  NGVD 29 (07/19/86) 1009.6    (m)         3312.     (f) VERT ANG       
 OT0756
 OT0756.Superseded values are not recommended for survey control.
 OT0756
 OT0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0756.See file dsdata.pdf to determine how the superseded data were derived.
 OT0756
 OT0756_MARKER: DS = TRIANGULATION STATION DISK
 OT0756_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 OT0756_STAMPING: VISTA 1934
 OT0756_MARK LOGO: CGS
 OT0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0756
 OT0756  HISTORY     - Date     Condition        Report By
 OT0756  HISTORY     - 1934     MONUMENTED       CGS
 OT0756
 OT0756                          STATION DESCRIPTION
 OT0756
 OT0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OT0756'THIS STATION IS 6 MILES, AIRLINE, SOUTH-SOUTHEAST OF ROCKY FORD POST
 OT0756'OFFICE, ON A GRASSY RIDGE ON THE DIVIDE BETWEEN WOUNDED KNEE AND
 OT0756'PORCUPINE CREEKS.  THIS RIDGE IS COMPLETELY SURROUNDED BY BAD LANDS
 OT0756'AND IS 1-1/2 MILES, 44 DEGREES MAGNETIC, FROM THE CATHOLIC CHURCH ON
 OT0756'WOUNDED KNEE CREEK, WHICH CHURCH IS 1 MILE SOUTHEAST OF DAY SCHOOL NO.
 OT0756'12.  FROM THE ROAD ALONG WOUNDED KNEE CREEK, TWO MILES SW, THE STATION
 OT0756'RIDGE APPEARS AS A GRASSY SADDLE BUTTE AND THE STATION IS ON THE
 OT0756'HIGHER OR SOUTHERN END.
 OT0756'
 OT0756'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 OT0756'CONCRETE AT THE CENTER OF THE TOPS OF TILES, WHICH ARE EMBEDDED IN THE
 OT0756'GROUND.
 OT0756'
 OT0756'REFERENCE MARK NO. 1 IS SW AND REFERENCE MARK NO. 2 IS NORTHWEST OF
 OT0756'THE STATION.
 OT0756'
 OT0756'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION ON THE SAME RIDGE BUT
 OT0756'SOME WHAT LOWER.
 OT0756'
 OT0756'THE STATION MAY BE REACHED FROM MANDERSON STORE AND POST OFFICE BY
 OT0756'DRIVING NORTHERLY ON THE MAIN GRADED ROAD DOWN WOUNDED KNEE CREEK FOR
 OT0756'1.3 MILES.  CROSS A SMALL WOODEN BRIDGE OVER WOUNDED KNEE CREEK AND
 OT0756'CONTINUE ON MAIN ROAD 5.2 MILES.  A ROAD TURNS E TO READ RANCH AND
 OT0756'SCENIC-PORCUPINE ROAD.  CONTINUE NORTH 5.6 MILES.  THERE IS A DESERTED
 OT0756'HOUSE WITH ONE CHIMNEY 150 YARDS EAST OF THE ROAD.  CONTINUE ON MAIN
 OT0756'ROAD 0.7 MILE.  AT SECOND WASH PAST HOUSE, TURN RIGHT AND DRIVE UP
 OT0756'GRAVEL BED OF WASH, WHICH WINDS ABOUT, FOR 1 MILE.  CROSS WIRE FENCE,
 OT0756'WHICH CROSSES WASH, AND CONTINUE UP WASH, KEEPING THE MAIN BED FOR 1.0
 OT0756'MILE.  THE MAIN WASH FORKS INTO TWO, ABOUT EQUAL IN SIZE. (PART OF THE
 OT0756'STATION RIDGE CAN BE SEEN FROM THIS FORK ON THE SKYLINE, AT 48 DEGREES
 OT0756'MAGNETIC AS A GRASSY RIDGE WITH A FEW TREES ON THE NEAR SLOPE.  BETTER
 OT0756'STOP AND IDENTIFY THE STATION RIDGE FROM THIS FORK BEFORE PROCEEDING
 OT0756'FURTHER.) TAKE THE LEFT FORK FROM HERE AND FOLLOW THE WASH FOR 0.3
 OT0756'MILE.  LEAVE WASH, TURN RIGHT, AND DRIVE UP GRASSY SLOPE 0.1 MILE TO
 OT0756'END OF TRUCK TRAVEL. (YOU ARE NOW IN A SEEMINGLY NATURAL AMPHITHEATRE
 OT0756'SURROUNDED BY BAD LANDS WALLS ON ALL SIDES.  THERE ARE TWO CANYONS
 OT0756'LEADING OUT OF THIS BESIDES THE ONE BY WHICH YOU ENTERED.  ONE IS TO
 OT0756'THE NORTH, THE OTHER TO THE EAST.  THIS LATTER CANYON LEADS OUT FROM
 OT0756'THE SOUTHERN END OF THE BOWL, OR FROM THAT PART WHERE THE TREES ARE
 OT0756'THE MOST NUMEROUS.) FOLLOW THIS WASH UP FOR A SHORT DISTANCE, UNTIL IT
 OT0756'DIVIDES.  A SMALL WASH CUTS BACK TO THE LEFT, THE MAIN ONE KEEPS
 OT0756'STRAIGHT AHEAD.  TAKE THE LEFT HAND WASH AND CANYON.  PROCEED UP THIS
 OT0756'CANYON TO THE NORTHERNMOST END WHERE THE WALLS SEEM TO BE BROKEN DOWN
 OT0756'SOMEWHAT.  CLIMB OUT OF THE CANYON AND THEN PROCEED UP THE GRASSY
 OT0756'SLOPE IN A SE DIRECTION TO THE TOP AND STATION.
 OT0756'
 OT0756'A 4-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1990 ***********************************************************************
 NM1990  SACS        -  This is a Secondary Airport Control Station.
 NM1990  DESIGNATION -  VMR B
 NM1990  PID         -  NM1990
 NM1990  STATE/COUNTY-  SD/CLAY
 NM1990  COUNTRY     -  US
 NM1990  USGS QUAD   -  VERMILLION (2017)
 NM1990
 NM1990                         *CURRENT SURVEY CONTROL
 NM1990  ______________________________________________________________________
 NM1990* NAD 83(1996) POSITION- 42 45 42.59114(N) 096 55 42.96089(W)   ADJUSTED
 NM1990* NAD 83(1996) ELLIP HT-   322.046 (meters)        (01/23/98)   ADJUSTED
 NM1990* NAVD 88 ORTHO HEIGHT -   347.569 (meters)     1140.32  (feet) ADJUSTED
 NM1990  ______________________________________________________________________
 NM1990  GEOID HEIGHT    -        -25.586 (meters)                     GEOID18
 NM1990  NAD 83(1996) X  -   -565,789.251 (meters)                     COMP
 NM1990  NAD 83(1996) Y  - -4,655,942.687 (meters)                     COMP
 NM1990  NAD 83(1996) Z  -  4,308,332.584 (meters)                     COMP
 NM1990  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 NM1990  DYNAMIC HEIGHT  -        347.466 (meters)     1139.98  (feet) COMP
 NM1990  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 NM1990
 NM1990  HORZ ORDER      -  THIRD
 NM1990  VERT ORDER      -  FIRST     CLASS II
 NM1990  ELLP ORDER      -  FOURTH    CLASS I
 NM1990
 NM1990.This mark is at Harold Davidson Fld Airport (VMR)
 NM1990
 NM1990.The horizontal coordinates were established by GPS observations
 NM1990.and adjusted by the National Geodetic Survey in January 1998.
 NM1990
 NM1990.The orthometric height was determined by differential leveling and
 NM1990.adjusted by the NATIONAL GEODETIC SURVEY
 NM1990.in June 1994.
 NM1990
 NM1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1990.GEOID18 height accuracy estimate available here.
 NM1990
 NM1990.Click photographs - Photos may exist for this station.
 NM1990
 NM1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1990
 NM1990.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1990
 NM1990.The ellipsoidal height was determined by GPS observations
 NM1990.and is referenced to NAD 83.
 NM1990
 NM1990.The dynamic height is computed by dividing the NAVD 88
 NM1990.geopotential number by the normal gravity value computed on the
 NM1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1990.degrees latitude (g = 980.6199 gals.).
 NM1990
 NM1990.The modeled gravity was interpolated from observed gravity values.
 NM1990
 NM1990. The following values were computed from the NAD 83(1996) position.
 NM1990
 NM1990;                    North         East     Units Scale Factor Converg.
 NM1990;SPC SD S     -    53,314.763   878,621.992   MT  1.00001769   +2 20 55.5
 NM1990;SPC SD S     -   174,916.85  2,882,612.32   sFT  1.00001769   +2 20 55.5
 NM1990;UTM  14      - 4,736,447.695   669,489.969   MT  0.99995343   +1 24 24.2
 NM1990
 NM1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1990!SPC SD S     -   0.99994950  x   1.00001769  =   0.99996719
 NM1990!UTM  14      -   0.99994950  x   0.99995343  =   0.99990293
 NM1990
 NM1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6948936447(NAD 83)
 NM1990
 NM1990                          SUPERSEDED SURVEY CONTROL
 NM1990
 NM1990  NAD 83(1995)-  42 45 42.59115(N)    096 55 42.96089(W) AD(       ) 3
 NM1990  NAD 83(1986)-  42 45 42.59869(N)    096 55 42.95143(W) AD(       ) 3
 NM1990  NGVD 29 (02/28/92)  347.71   (m)  GEOID90  model used  GPS OBS        
 NM1990
 NM1990.Superseded values are not recommended for survey control.
 NM1990
 NM1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1990.See file dsdata.pdf to determine how the superseded data were derived.
 NM1990
 NM1990_MARKER: I = METAL ROD
 NM1990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1990_STAMPING: FAA VMR B 1991
 NM1990_MARK LOGO: NGS
 NM1990_PROJECTION: FLUSH
 NM1990_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1990+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2012
 NM1990_ROD/PIPE-DEPTH: 30.5 meters
 NM1990_SLEEVE-DEPTH  : 0.9 meters
 NM1990
 NM1990  HISTORY     - Date     Condition        Report By
 NM1990  HISTORY     - 1991     MONUMENTED       NGS
 NM1990  HISTORY     - 19930908 GOOD             NGS
 NM1990  HISTORY     - 19960501 GOOD             NGS
 NM1990  HISTORY     - 20120907 GOOD             INDIV
 NM1990
 NM1990                          STATION DESCRIPTION
 NM1990
 NM1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NM1990'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) SOUTH OF VERMILLION, AT
 NM1990'THE VERMILLION-DAVIDSON FIELD AIRPORT.  OWNERSHIP--CITY OF
 NM1990'VERMILLION, 25 CENTER STREET VERMILLION, SD 57069. PHONE
 NM1990'605-624-5641. AIRPORT MANAGER IS JIM KINNEY, AIRPORT PHONE
 NM1990'605-624-3100.
 NM1990'TO REACH THE STATION FROM THE JUNCTION OF DAKOTA STREET AND BUSINESS
 NM1990'ROUTE 50, CHERRY STREET, LOCATED IN THE MIDDLE OF VERMILLION, GO
 NM1990'SOUTH ON DAKOTA STREET FOR 2.4 KM (1.5 MI) TO THE PAVED AIRPORT
 NM1990'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON AIRPORT ENTRANCE
 NM1990'ROAD FOR 0.24 KM (0.15 MI) TO A GATE AND THE AIRPORT OFFICE ON THE
 NM1990'LEFT.  PASS THROUGH THE GATE AND GO RIGHT, NORTHWEST, ON TAXI FOR
 NM1990'0.08 KM (0.05 MI) TO AN APRON AND TAXI TO THE LEFT.  TURN LEFT,
 NM1990'SOUTHWEST, ON TAXI FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI.
 NM1990'TURN LEFT, SOUTHEAST, ON TAXI FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 NM1990'OF RUNWAY AND STATION.
 NM1990'THE STATION IS LOCATED 38.6 M (126.6 FT) SOUTHWEST FROM RUNWAY CENTER,
 NM1990'36.1 M (118.4 FT) WEST FROM THE MOST SOUTHWESTERLY RUNWAY END LIGHT,
 NM1990'17.5 M (57.4 FT) SOUTH-SOUTHEAST FROM A VASI AND 0.3 M (1.0 FT)
 NM1990'NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
 NM1990
 NM1990                          STATION RECOVERY (1993)
 NM1990
 NM1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1990'IN VERMILLION, AT VERMILLION-DAVIDSON FIELD, 36.1 M (118.4 FT) WEST
 NM1990'OF THE MOST SOUTHWESTERLY RUNWAY END LIGHT, 26.8 M (87.9 FT)
 NM1990'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 17.1 M (56.1 FT) SOUTH
 NM1990'OF THE SOUTHWEST END OF A RUNWAY APPROACH LIGHT, 1.5 M (4.9 FT) BELOW
 NM1990'THE LEVEL OF THE RUNWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A STEEL
 NM1990'GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NM1990'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 NM1990'MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF VERMILLION.
 NM1990'FOR PERMISSION TO VISIT THE MONUMENT, CONTACT--JIM KENNEY--AIRPORT
 NM1990'MANAGER, TELEPHONE NUMBER (605) 642-3100.
 NM1990
 NM1990                          STATION RECOVERY (1996)
 NM1990
 NM1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1990'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF VERMILLION, AT
 NM1990'THE VERMILLION-DAVIDSON FIELD AIRPORT.  OWNERSHIP--CITY OF VERMILLION,
 NM1990'AIRPORT RR3, BOX 16 A, VERMILLION SD 57069, PHONE 605-624-5641.
 NM1990'AIRPORT MANAGER IS JIM KINNEY, AIRPORT PHONE 605-624-3100.  TO REACH
 NM1990'THE STATION FROM THE JUNCTION OF DAKOTA STREET AND BUSINESS ROUTE 50
 NM1990'(CHERRY STREET), LOCATED IN THE MIDDLE OF VERMILLION, GO SOUTH ON
 NM1990'DAKOTA STREET FOR 2.4 KM (1.50 MI) TO THE PAVED AIRPORT ENTRANCE ROAD
 NM1990'ON THE RIGHT.  TURN RIGHT, WEST ON AIRPORT ENTRANCE ROAD FOR 0.24 KM
 NM1990'(0.15 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS THROUGH
 NM1990'THE GATE AND GO RIGHT, NORTHWEST ON TAXIWAY FOR 0.08 KM (0.05 MI) TO
 NM1990'AN APRON AND TAXIWAY TO THE LEFT.  TURN LEFT, SOUTHWEST ON TAXIWAY FOR
 NM1990'0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXIWAY.  TURN LEFT, SOUTHEAST
 NM1990'ON TAXIWAY FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY.
 NM1990'CONTINUE ACROSS RUNWAY TO THE STATION STRAIGHT AHEAD.  STATION IS
 NM1990'LOCATED 38.3 M (125.7 FT) SOUTHWEST OF THE RUNWAY CENTERLINE, 36.1 M
 NM1990'(118.4 FT) WEST OF THE MOST SOUTHWESTERLY RUNWAY END LIGHT, 17.5 M
 NM1990'(57.4 FT) SOUTH-SOUTHEAST OF A VASI AND 0.5 M (1.6 FT) NORTHEAST FROM
 NM1990'A FIBER GLASS WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL
 NM1990'STATION.
 NM1990
 NM1990                          STATION RECOVERY (2012)
 NM1990
 NM1990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0915 ***********************************************************************
 OQ0915  DESIGNATION -  VOD
 OQ0915  PID         -  OQ0915
 OQ0915  STATE/COUNTY-  SD/BON HOMME
 OQ0915  COUNTRY     -  US
 OQ0915  USGS QUAD   -  HAUCKS LAKE (2017)
 OQ0915
 OQ0915                         *CURRENT SURVEY CONTROL
 OQ0915  ______________________________________________________________________
 OQ0915* NAD 83(1996) POSITION- 43 05 20.09817(N) 097 52 32.77349(W)   ADJUSTED
 OQ0915* NAVD 88 ORTHO HEIGHT -   468.2   (meters)     1536.    (feet) VERTCON3
 OQ0915  ______________________________________________________________________
 OQ0915  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 OQ0915  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 OQ0915  HORZ ORDER      -  FIRST
 OQ0915
 OQ0915.The horizontal coordinates were established by classical geodetic methods
 OQ0915.and adjusted by the National Geodetic Survey in January 1998.
 OQ0915
 OQ0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0915
 OQ0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0915.GEOID18 height accuracy estimate available here.
 OQ0915
 OQ0915.Click photographs - Photos may exist for this station.
 OQ0915
 OQ0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0915
 OQ0915. The following values were computed from the NAD 83(1996) position.
 OQ0915
 OQ0915;                    North         East     Units Scale Factor Converg.
 OQ0915;SPC SD S     -    86,898.835   800,063.516   MT  0.99994929   +1 41 43.3
 OQ0915;SPC SD S     -   285,100.59  2,624,875.05   sFT  0.99994929   +1 41 43.3
 OQ0915;UTM  14      - 4,771,302.154   591,502.259   MT  0.99970300   +0 46 05.0
 OQ0915
 OQ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0915!SPC SD S     -   0.99993069  x   0.99994929  =   0.99987998
 OQ0915!UTM  14      -   0.99993069  x   0.99970300  =   0.99963371
 OQ0915
 OQ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9150271302(NAD 83)
 OQ0915
 OQ0915                          SUPERSEDED SURVEY CONTROL
 OQ0915
 OQ0915  NAD 83(1995)-  43 05 20.10056(N)    097 52 32.77189(W) AD(       ) 1
 OQ0915  NAD 83(1986)-  43 05 20.11028(N)    097 52 32.76735(W) AD(       ) 1
 OQ0915  NAD 27      -  43 05 20.13000(N)    097 52 31.51800(W) AD(       ) 1
 OQ0915  USSD        -  43 05 20.30300(N)    097 52 31.84700(W) AD(       ) 3
 OQ0915  NGVD 29 (07/19/86)  467.9    (m)         1535.     (f) VERT ANG       
 OQ0915
 OQ0915.Superseded values are not recommended for survey control.
 OQ0915
 OQ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0915.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0915
 OQ0915_MARKER: V = STONE MONUMENT
 OQ0915_SETTING: 0 = UNSPECIFIED SETTING
 OQ0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0915
 OQ0915  HISTORY     - Date     Condition        Report By
 OQ0915  HISTORY     - 1901     MONUMENTED       CGS
 OQ0915  HISTORY     - 1935     GOOD             CGS
 OQ0915  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OQ0915
 OQ0915                          STATION DESCRIPTION
 OQ0915
 OQ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 OQ0915'IN THE SE. 1/4 SEC. 36, T. 96 N., R. 60 W., ON A SMALL ELEVATION
 OQ0915'IN THE OPEN PRAIRIE, 7 MILES NORTH AND 1/2 MILE WEST OF TYNDALL,
 OQ0915'AND 9 MILES SOUTHWEST OF SCOTLAND.  VODNANY CHURCH SPIRE IS
 OQ0915'ABOUT 3 MILES NORTH AND 1/4 MILE WEST OF THE STATION, ITS
 OQ0915'AZIMUTH BEING 176 DEG 12 MIN.  THE EARTH MOUND AT THE EAST
 OQ0915'CENTER OF SECTION 36 IS 386.9 METERS FROM THE STATION
 OQ0915'N 69 DEG 10 MIN E, AND THE BEARING OF THE UNITED STATES
 OQ0915'GEOLOGICAL SURVEYS BENCH MARK AT THE SOUTHEAST CORNER OF THE
 OQ0915'SECTION IS S 28 DEG 17 MIN E.  THE SURFACE MARK IS A MARBLE
 OQ0915'POST, 2.5 FEET LONG AND 8 INCHES SQUARE ON TOP.  CUT IN ITS
 OQ0915'TOP ARE TWO V-SHAPED GROOVES AT RIGHT ANGLES TO EACH
 OQ0915'OTHER, AND THE LETTERS U.S.C.S.  THE UNDERGROUND MARK IS A
 OQ0915'TACK IN THE CENTER OF THE CORK OF A STONE JUG, BURIED
 OQ0915'ABOUT 3 FEET BELOW THE TOP OF THE SURFACE STONE.  A NARROW
 OQ0915'TRENCH, 4 FEET IN DIAMETER AND 1 FOOT DEEP, PARTLY FILLED WITH
 OQ0915'CHARCOAL AND COVERED WITH EARTH ENCIRCLES THE STATION.
 OQ0915
 OQ0915                          STATION RECOVERY (1935)
 OQ0915
 OQ0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0915'STATION WAS RECOVERED MAY 7, 1935, IN GOOD CONDITION.  AT
 OQ0915'THE HIGHEST POINT ON A LOW RIDGE IN A CULTIVATED FIELD,
 OQ0915'6-3/4 MILES NORTH AND 3/4 MILE WEST OF THE TYNDALL POST OFFICE,
 OQ0915'IN THE NE 1/4 SE 1/4 SEC. 36, T. 96 N., R. 60 W., ON LAND
 OQ0915'ONWED BY JOSEF HORKEY OF TYNDALL.  THE SURFACE MARK, A WHITE
 OQ0915'MARBLE POST IS ABOUT 1/4 MILE WEST OF NORTH-AND-SOUTH
 OQ0915'SECTION-LINE ROAD LEADING SOUTH TO TYNDALL, 437 FEET SOUTH OF
 OQ0915'EAST-AND-WEST CENTER LINE OF THE SECTION, 155 FEET EAST OF
 OQ0915'THE NORTH-AND-SOUTH CENTER LINE OF THE SOUTHEAST QUARTER OF THE
 OQ0915'SECTION, AND IS BURIED ABOUT 2 INCHES.
 OQ0915'
 OQ0915'TO REACH FROM THE TYNDALL POST OFFICE, GO WEST 1/2 BLOCK TO
 OQ0915'STATE HIGHWAY 37, THEN NORTH 0.2 MILE AND WEST 0.5 MILE TO
 OQ0915'A NORTHERLY ROAD AT THE NORTHWEST CORNER OF CITY PARK THENCE
 OQ0915'NORTH ABOUT 6.4 MILES TO STATION ON ELEVATED GROUND 1/4 MILE
 OQ0915'WEST OF THE ROAD.
 OQ0915'
 OQ0915'VODNANY CHURCH, UNCHANGED SINCE 1901, IS NEAR THE CENTER OF
 OQ0915'SEC. 13, T. 96 N., R. 60 W.  THE STORE AND POST OFFICE OF
 OQ0915'VODNANY NO LONGER EXIST.
 OQ0915'
 OQ0915'SECTION 36, SOUTHEAST CORNER, U.S.G.S. BENCH MARK--EXCAVATION
 OQ0915'AT THE INTERSECTION FAILED TO UNCOVER THE MARK AND A BON HOMME
 OQ0915'COUNTY HIGHWAY SUPERVISOR STATED THAT CAP WAS TORN OFF AND THE
 OQ0915'PIPE NEARLY UPROOTED WHEN THE ROAD WAS LAST GRADED.
 OQ0915'
 OQ0915'SECTION 36, EAST QUARTER CORNER--AS THIS MARK IS NOW UNDER
 OQ0915'THE HIGHROAD GRADE, THERE IS LITTLE LIKELIHOOD THAT THE
 OQ0915'ORIGINAL EARTH MOUND COULD ANY LONGER BE IDENTIFIED, AND
 OQ0915'NO SEARCH WAS MADE FOR IT.
 OQ0915
 OQ0915                          STATION RECOVERY (1948)
 OQ0915
 OQ0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OQ0915'AFTER THE NEW STATION, VOD 2 1948, WAS ESTABLISHED, AN
 OQ0915'INVERSE COMPUTATION WAS MADE.  THE DISTANCE AND THE DIRECTION
 OQ0915'FROM THE NEW STATION TO VOD 1901 WAS MEASURED.  A HOLE ABOUT
 OQ0915'5 FEET SQUARE AND 4 FEET DEEP WAS DUG.  SOME CHARCOAL WHICH
 OQ0915'IS MENTIONED IN THE ORIGINAL DESCRIPTION WAS EXCAVATED WHEN THE
 OQ0915'HOLE WAS DUG.  BUT THE STONE JUG WAS NOT RECOVERED.  THEREFORE,
 OQ0915'IT IS RECOMMENDED THAT THE RECORDS SHOW THAT VOD 1901 IS
 OQ0915'COMPLETELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0914 ***********************************************************************
 OQ0914  DESIGNATION -  VOD 2
 OQ0914  PID         -  OQ0914
 OQ0914  STATE/COUNTY-  SD/BON HOMME
 OQ0914  COUNTRY     -  US
 OQ0914  USGS QUAD   -  HAUCKS LAKE (2017)
 OQ0914
 OQ0914                         *CURRENT SURVEY CONTROL
 OQ0914  ______________________________________________________________________
 OQ0914* NAD 83(1996) POSITION- 43 05 24.50335(N) 097 52 34.34172(W)   ADJUSTED
 OQ0914* NAVD 88 ORTHO HEIGHT -   465.    (meters)     1526.    (feet) SCALED
 OQ0914  ______________________________________________________________________
 OQ0914  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 OQ0914  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 OQ0914  HORZ ORDER      -  SECOND
 OQ0914
 OQ0914.The horizontal coordinates were established by classical geodetic methods
 OQ0914.and adjusted by the National Geodetic Survey in January 1998.
 OQ0914
 OQ0914.The orthometric height was scaled from a topographic map.
 OQ0914
 OQ0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0914.GEOID18 height accuracy estimate available here.
 OQ0914
 OQ0914.Click photographs - Photos may exist for this station.
 OQ0914
 OQ0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0914
 OQ0914. The following values were computed from the NAD 83(1996) position.
 OQ0914
 OQ0914;                    North         East     Units Scale Factor Converg.
 OQ0914;SPC SD S     -    87,033.661   800,024.043   MT  0.99994910   +1 41 42.2
 OQ0914;SPC SD S     -   285,542.94  2,624,745.55   sFT  0.99994910   +1 41 42.2
 OQ0914;UTM  14      - 4,771,437.568   591,464.983   MT  0.99970291   +0 46 04.0
 OQ0914
 OQ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0914!SPC SD S     -   0.99993115  x   0.99994910  =   0.99988025
 OQ0914!UTM  14      -   0.99993115  x   0.99970291  =   0.99963408
 OQ0914
 OQ0914:                Primary Azimuth Mark                     Grid Az
 OQ0914:SPC SD S     -  VOD 2 AZ MK                              055 04 10.5
 OQ0914:UTM  14      -  VOD 2 AZ MK                              055 59 48.7
 OQ0914
 OQ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9146471437(NAD 83)
 OQ0914
 OQ0914|---------------------------------------------------------------------|
 OQ0914| PID    Reference Object                     Distance      Geod. Az  |
 OQ0914|                                                           dddmmss.s |
 OQ0914| CO4768 VOD 2 AZ MK                                        0564552.7 |
 OQ0914| CO4769 VOD 2 RM 1                           38.047 METERS 09058     |
 OQ0914| CO4770 VOD 2 RM 2                           38.511 METERS 33822     |
 OQ0914|---------------------------------------------------------------------|
 OQ0914
 OQ0914                          SUPERSEDED SURVEY CONTROL
 OQ0914
 OQ0914  NAD 83(1995)-  43 05 24.50347(N)    097 52 34.34173(W) AD(       ) 2
 OQ0914  NAD 83(1986)-  43 05 24.51596(N)    097 52 34.33747(W) AD(       ) 2
 OQ0914  NAD 27      -  43 05 24.53200(N)    097 52 33.07700(W) AD(       ) 2
 OQ0914
 OQ0914.Superseded values are not recommended for survey control.
 OQ0914
 OQ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0914.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0914
 OQ0914_MARKER: DS = TRIANGULATION STATION DISK
 OQ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0914_STAMPING: VOD 2 1948
 OQ0914_MARK LOGO: CGS
 OQ0914_PROJECTION: FLUSH
 OQ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0914+STABILITY: SURFACE MOTION
 OQ0914
 OQ0914  HISTORY     - Date     Condition        Report By
 OQ0914  HISTORY     - 1948     MONUMENTED       CGS
 OQ0914  HISTORY     - 1961     MARK NOT FOUND   CGS
 OQ0914  HISTORY     - 1974     SEE DESCRIPTION  USGS
 OQ0914
 OQ0914                          STATION DESCRIPTION
 OQ0914
 OQ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OQ0914'STATION IS LOCATED ABOUT 7 MILES NORTH OF TYNDALL ON THE DIVIDING
 OQ0914'LINE BETWEEN TWO FIELDS AND 14 FEET EAST OF PLUMB THICKET
 OQ0914'AND ROCK PILE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 OQ0914'DISK IS STAMPED VOD 2 1948.
 OQ0914'
 OQ0914'REFERENCE MARK NO. 1 IS 124.86 FEET EAST OF STATION ON DIVIDING
 OQ0914'LINE BETWEEN FIELDS.  THE MARK IS FLUSH WITH THE GROUND AND
 OQ0914'THE DISK IS STAMPED VOD 2 NO 1 1948.
 OQ0914'
 OQ0914'REFERENCE MARK NO. 2 IS 126.35 FEET NORTHWEST OF STATION
 OQ0914'ON DIVIDING LINE BETWEEN FIELDS.  THE MARK IS FLUSH WITH THE
 OQ0914'GROUND AND THE DISK IS STAMPED VOD 2 NO 2 1948.
 OQ0914'
 OQ0914'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF STATION,
 OQ0914'55 FEET SOUTH OF TELEPHONE POLE, AND 34 FEET WEST OF THE
 OQ0914'APPROXIMATE CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS
 OQ0914'ABOUT 4 INCHES AND THE DISK IS STAMPED VOD 2 1948.
 OQ0914'
 OQ0914'TO REACH STATION FROM POST OFFICE AND BANK IN TYNDALL GO NORTH
 OQ0914'AND WEST ON STATE HIGHWAY 50 FOR 0.7 MILE TO CROSSROADS
 OQ0914'AT NORTHWEST CORNER OF CITY PARK.  TURN RIGHT AND GO NORTH ON
 OQ0914'GRAVEL ROAD FOR 6.1 MILES TO CROSSROADS AT STORE AND GARAGE.
 OQ0914'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO AZIMUTH MARK ON LEFT
 OQ0914'OR WEST SIDE OF ROAD AS DESCRIBED.  FROM HERE GO SOUTHWEST
 OQ0914'ACROSS FIELD FOR 0.3 MILE TO PLUMB THICKET AND STATION AS
 OQ0914'DESCRIBED.
 OQ0914'
 OQ0914'A 74 FOOT SIGNAL AT STATION LAKEPORT (MORC) IS VISIBLE AT 10 FEET.
 OQ0914'
 OQ0914'A 74 FOOT SIGNAL AT STATION SANTEE 1901 IS VISIBLE AT 10 FEET.
 OQ0914'
 OQ0914'A 4 FOOT SIGNAL AT STATION YANKTON 1901 IS VISIBLE AT 10 FEET.
 OQ0914'
 OQ0914'A 4 FOOT SIGNAL AT STATION AVON 2 IS VISIBLE AT 15 FEET.
 OQ0914'
 OQ0914'NOTE--AN UNSUCCESSFUL ATTEMPT-BY MEANS OF AN INVERSE-WAS
 OQ0914'MADE TO RECOVER STATION VOD 1901.
 OQ0914'
 OQ0914'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OQ0914
 OQ0914                          STATION RECOVERY (1961)
 OQ0914
 OQ0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 OQ0914'A SEARCH WAS MADE FOR THIS STATION BUT NEITHER THE STATION
 OQ0914'NOR THE REFERENCE MARKS COULD BE RECOVERED.  THE STATION MARK
 OQ0914'WAS ORIGINALLY SET ON A DIVIDING LINE BETWEEN TWO FIELDS BUT
 OQ0914'THE AREA IS NOW IN ONE FIELD SO THE MARKS WERE PROBABLY
 OQ0914'DESTROYED BY FARMING OPERATIONS.  THE UNDERGROUND MARK IS
 OQ0914'PROBABLY STILL IN PLACE BUT SINCE NEITHER REFERENCE MARK COULD
 OQ0914'BE FOUND IT WAS DIFFICULT TO DETERMINE WHERE TO SEARCH.  THE
 OQ0914'AZIMUTH MARK WAS IN THE WAY OF ROAD IMPROVMENT SO THIS MARK
 OQ0914'HAD TO BE DESTROYED.
 OQ0914
 OQ0914                          STATION RECOVERY (1974)
 OQ0914
 OQ0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DLH)
 OQ0914'A 1961 RECOVER NOTE LISTS THE STATION AND THE REFERENCE MARKS
 OQ0914'AS NOT RECOVERED.  THIS STATION SITE IS IN A CULTIVATED FIELD
 OQ0914'SO THE MARKS WERE PROBABLY DESTROYED BY FARMING OPERATIONS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1859 ***********************************************************************
 NM1859  DESIGNATION -  VOLIN TANK
 NM1859  PID         -  NM1859
 NM1859  STATE/COUNTY-  SD/YANKTON
 NM1859  COUNTRY     -  US
 NM1859  USGS QUAD   -  GAYVILLE (2017)
 NM1859
 NM1859                         *CURRENT SURVEY CONTROL
 NM1859  ______________________________________________________________________
 NM1859* NAD 83(1996) POSITION- 42 57 23.61157(N) 097 10 52.81565(W)   ADJUSTED
 NM1859  ______________________________________________________________________
 NM1859  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 NM1859  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 NM1859  HORZ ORDER      -  THIRD
 NM1859
 NM1859.The horizontal coordinates were established by classical geodetic methods
 NM1859.and adjusted by the National Geodetic Survey in January 1998.
 NM1859
 NM1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1859.GEOID18 height accuracy estimate available here.
 NM1859
 NM1859.Click photographs - Photos may exist for this station.
 NM1859
 NM1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1859
 NM1859. The following values were computed from the NAD 83(1996) position.
 NM1859
 NM1859;                    North         East     Units Scale Factor Converg.
 NM1859;SPC SD S     -    74,114.991   857,129.116   MT  0.99997310   +2 10 27.9
 NM1859;SPC SD S     -   243,158.93  2,812,097.77   sFT  0.99997310   +2 10 27.9
 NM1859;UTM  14      - 4,757,595.354   648,342.375   MT  0.99987072   +1 14 22.3
 NM1859
 NM1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4834257595(NAD 83)
 NM1859
 NM1859                          SUPERSEDED SURVEY CONTROL
 NM1859
 NM1859  NAD 83(1995)-  42 57 23.61182(N)    097 10 52.81553(W) AD(       ) 3
 NM1859  NAD 83(1986)-  42 57 23.61873(N)    097 10 52.80507(W) AD(       ) 3
 NM1859  NAD 27      -  42 57 23.82900(N)    097 10 51.79200(W) AD(       ) 3
 NM1859
 NM1859.Superseded values are not recommended for survey control.
 NM1859
 NM1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1859.See file dsdata.pdf to determine how the superseded data were derived.
 NM1859
 NM1859_MARKER: 53 = ELEVATED TANK
 NM1859
 NM1859  HISTORY     - Date     Condition        Report By
 NM1859  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1859  HISTORY     - 1948     GOOD             CGS
 NM1859
 NM1859                          STATION DESCRIPTION
 NM1859
 NM1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1859'POINT OBSERVED UPON WAS THE FINIAL OF A BLACK WATER TANK
 NM1859'IN VOLIN, POSSIBLY THE MUNICIPAL WATER TANK.  STATION NOT
 NM1859'VISITED.
 NM1859'
 NM1859'OBSERVED UPON FROM STATIONS ORR, STYLE, WALTON, NIELSEN,
 NM1859'VERMILLION, AND MURRAY.
 NM1859
 NM1859                          STATION RECOVERY (1948)
 NM1859
 NM1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1859'THE STATION IS LOCATED ABOUT 1/2 BLOCK SOUTHEAST OF THE
 NM1859'VOLIN STATE SECURITY BANK, IN THE TOWN OF VOLIN.  IT IS
 NM1859'A 4-LEGGED STEEL STRUCTURE, ABOUT 100 FEET HIGH, 28 FEET
 NM1859'SQUARE AT THE BASE, AND IS SILVER IN COLOR.
 NM1859'
 NM1859'THE POINT INTERSECTED WAS THE BALL FINIAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0950 ***********************************************************************
 QS0950  DESIGNATION -  VOLT
 QS0950  PID         -  QS0950
 QS0950  STATE/COUNTY-  SD/CORSON
 QS0950  COUNTRY     -  US
 QS0950  USGS QUAD   -  THUNDER HAWK (2017)
 QS0950
 QS0950                         *CURRENT SURVEY CONTROL
 QS0950  ______________________________________________________________________
 QS0950* NAD 83(1996) POSITION- 45 56 04.06774(N) 101 55 55.59431(W)   ADJUSTED
 QS0950* NAVD 88 ORTHO HEIGHT -   793.70  (+/-2cm)     2604.0   (feet) VERTCON3
 QS0950  ______________________________________________________________________
 QS0950  GEOID HEIGHT    -        -19.415 (meters)                     GEOID18
 QS0950  LAPLACE CORR    -         -5.58  (seconds)                    DEFLEC18
 QS0950  HORZ ORDER      -  FIRST
 QS0950  VERT ORDER      -  THIRD ? (See Below)
 QS0950
 QS0950.The horizontal coordinates were established by classical geodetic methods
 QS0950.and adjusted by the National Geodetic Survey in January 1998.
 QS0950
 QS0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0950
 QS0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0950.GEOID18 height accuracy estimate available here.
 QS0950
 QS0950.The vertical order pertains to the NGVD 29 superseded value.
 QS0950
 QS0950.Click photographs - Photos may exist for this station.
 QS0950
 QS0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0950
 QS0950. The following values were computed from the NAD 83(1996) position.
 QS0950
 QS0950;                    North         East     Units Scale Factor Converg.
 QS0950;SPC SD N     -   235,285.434   450,161.326   MT  1.00005817   -1 22 02.7
 QS0950;SPC SD N     -   771,932.29  1,476,904.28   sFT  1.00005817   -1 22 02.7
 QS0950;UTM  14      - 5,090,946.928   272,695.193   MT  1.00023522   -2 06 27.9
 QS0950;UTM  13      - 5,091,343.302   737,830.587   MT  1.00029542   +2 12 19.6
 QS0950
 QS0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0950!SPC SD N     -   0.99987863  x   1.00005817  =   0.99993679
 QS0950!UTM  14      -   0.99987863  x   1.00023522  =   1.00011382
 QS0950!UTM  13      -   0.99987863  x   1.00029542  =   1.00017402
 QS0950
 QS0950:                Primary Azimuth Mark                     Grid Az
 QS0950:SPC SD N     -  VOLT AZ MK                               273 33 47.0
 QS0950:UTM  14      -  VOLT AZ MK                               274 18 12.2
 QS0950:UTM  13      -  VOLT AZ MK                               269 59 24.7
 QS0950
 QS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7269590946(NAD 83)
 QS0950
 QS0950|---------------------------------------------------------------------|
 QS0950| PID    Reference Object                     Distance      Geod. Az  |
 QS0950|                                                           dddmmss.s |
 QS0950| CQ8935 VOLT RM 1                             8.828 METERS 09058     |
 QS0950| CQ8936 VOLT RM 2                             8.546 METERS 27052     |
 QS0950| CQ8934 VOLT AZ MK                                         2721144.3 |
 QS0950| QS0949 VOLT 2                              100.559 METERS 34832     |
 QS0950|---------------------------------------------------------------------|
 QS0950
 QS0950                          SUPERSEDED SURVEY CONTROL
 QS0950
 QS0950  NAD 83(1986)-  45 56 04.05950(N)    101 55 55.59130(W) AD(       ) 1
 QS0950  NAD 27      -  45 56 04.05100(N)    101 55 54.07800(W) AD(       ) 1
 QS0950  NGVD 29             793.19   (m)         2602.3    (f) LEVELING    3  
 QS0950
 QS0950.Superseded values are not recommended for survey control.
 QS0950
 QS0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0950.See file dsdata.pdf to determine how the superseded data were derived.
 QS0950
 QS0950_MARKER: DS = TRIANGULATION STATION DISK
 QS0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0950_STAMPING: VOLT 1951
 QS0950_MARK LOGO: CGS
 QS0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0950+STABILITY: SURFACE MOTION
 QS0950
 QS0950  HISTORY     - Date     Condition        Report By
 QS0950  HISTORY     - 1951     MONUMENTED       CGS
 QS0950  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QS0950
 QS0950                          STATION DESCRIPTION
 QS0950
 QS0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0950'THE STATION IS 2 MILES EAST AND 1/2 MILE SOUTH OF THUNDER HAWK,
 QS0950'AND 5 MILES WEST AND 1/4 MILE NORTH OF KELDRON, ON THE RIGHT-OF-WAY
 QS0950'OF U.S. HIGHWAY 12.  IT IS 35 FEET SOUTH OF THE CENTER OF THE
 QS0950'HIGHWAY, 7 FEET SOUTHWEST OF A WITNESS POST, AND 6 FEET
 QS0950'SOUTH OF A POWERLINE POLE.
 QS0950'
 QS0950'TO REACH THE STATION FROM THE POST OFFICE IN THUNDER HAWK.
 QS0950'GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO U.S. HIGHWAY 12.
 QS0950'TURN LEFT AND GO EAST ON THE HIGHWAY FOR 1.65 MILE TO THE AZIMUTH
 QS0950'MARK ON THE LEFT.  CONTINUE EAST 0.35 MILE TO THE TOP OF A KNOLL
 QS0950'AND THE STATION AS DESCRIBED.
 QS0950'
 QS0950'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0950'VOLT 1951.
 QS0950'
 QS0950'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF THE CENTER OF THE
 QS0950'HIGHWAY.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0950'VOLT NO 1 1951.
 QS0950'
 QS0950'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0950'VOLT NO 2 1951.
 QS0950'
 QS0950'THE AZIMUTH MARK IS 92 FEET NORTHWEST OF A POWERLINE POLE, AND
 QS0950'36 FEET NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS
 QS0950'4 INCHES AND THE DISK IS STAMPED VOLT 1951.
 QS0950'
 QS0950'HEIGHT OF LIGHT ABOVE STATION MARK 0.491 METERS.
 QS0950
 QS0950                          STATION RECOVERY (1962)
 QS0950
 QS0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 QS0950'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 QS0950'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S.
 QS0950'HIGHWAY 12 WILL DISPLACE ALL THE MARKS FOR THIS STATION, SO THEY
 QS0950'WERE DESTROYED AND A NEW STATION, VOLT 2, WAS ESTABLISHED.
 QS0950'FOR DETAILS, SEE THE DESCRIPTION FOR VOLT 2 1962.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0949 ***********************************************************************
 QS0949  DESIGNATION -  VOLT 2
 QS0949  PID         -  QS0949
 QS0949  STATE/COUNTY-  SD/CORSON
 QS0949  COUNTRY     -  US
 QS0949  USGS QUAD   -  THUNDER HAWK (2017)
 QS0949
 QS0949                         *CURRENT SURVEY CONTROL
 QS0949  ______________________________________________________________________
 QS0949* NAD 83(1996) POSITION- 45 56 07.25977(N) 101 55 56.52190(W)   NO CHECK
 QS0949* NAD 83(1996) ELLIP HT-   777.157 (meters)        (01/23/98)   NO CHECK
 QS0949* NAVD 88 ORTHO HEIGHT -   796.38  (+/-2cm)     2612.8   (feet) VERTCON3
 QS0949  ______________________________________________________________________
 QS0949  GEOID HEIGHT    -        -19.414 (meters)                     GEOID18
 QS0949  NAD 83(1996) X  -   -918,833.337 (meters)                     COMP
 QS0949  NAD 83(1996) Y  - -4,348,001.865 (meters)                     COMP
 QS0949  NAD 83(1996) Z  -  4,560,811.311 (meters)                     COMP
 QS0949  LAPLACE CORR    -         -5.58  (seconds)                    DEFLEC18
 QS0949  HORZ ORDER      -  THIRD
 QS0949  VERT ORDER      -  THIRD ? (See Below)
 QS0949  ELLP ORDER      -  FOURTH    CLASS I
 QS0949
 QS0949.The horizontal coordinates were established by classical geodetic methods
 QS0949.and adjusted by the National Geodetic Survey in January 1998.
 QS0949
 QS0949.No horizontal observational check was made to the station.
 QS0949
 QS0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0949
 QS0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0949.GEOID18 height accuracy estimate available here.
 QS0949
 QS0949.The vertical order pertains to the NGVD 29 superseded value.
 QS0949
 QS0949.Click photographs - Photos may exist for this station.
 QS0949
 QS0949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QS0949
 QS0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0949
 QS0949.The ellipsoidal height was determined by GPS observations
 QS0949.and is referenced to NAD 83.
 QS0949
 QS0949. The following values were computed from the NAD 83(1996) position.
 QS0949
 QS0949;                    North         East     Units Scale Factor Converg.
 QS0949;SPC SD N     -   235,384.442   450,143.700   MT  1.00005841   -1 22 03.4
 QS0949;SPC SD N     -   772,257.12  1,476,846.46   sFT  1.00005841   -1 22 03.4
 QS0949;UTM  14      - 5,091,046.173   272,678.845   MT  1.00023531   -2 06 28.7
 QS0949;UTM  13      - 5,091,441.043   737,806.820   MT  1.00029528   +2 12 19.1
 QS0949
 QS0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0949!SPC SD N     -   0.99987818  x   1.00005841  =   0.99993658
 QS0949!UTM  14      -   0.99987818  x   1.00023531  =   1.00011346
 QS0949!UTM  13      -   0.99987818  x   1.00029528  =   1.00017342
 QS0949
 QS0949:                Primary Azimuth Mark                     Grid Az
 QS0949:SPC SD N     -  VOLT 2 AZ MK                             260 41 34.0
 QS0949:UTM  14      -  VOLT 2 AZ MK                             261 25 59.3
 QS0949:UTM  13      -  VOLT 2 AZ MK                             257 07 11.5
 QS0949
 QS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7267891046(NAD 83)
 QS0949
 QS0949|---------------------------------------------------------------------|
 QS0949| PID    Reference Object                     Distance      Geod. Az  |
 QS0949|                                                           dddmmss.s |
 QS0949| CQ8938 VOLT 2 RM 3                          15.972 METERS 08838     |
 QS0949| QS0950 VOLT                                100.559 METERS 16832     |
 QS0949| CQ8939 VOLT 2 RM 4                          12.356 METERS 25246     |
 QS0949| CQ8937 VOLT 2 AZ MK                                       2591930.6 |
 QS0949| CQ8934 VOLT AZ MK                                         2614441.6 |
 QS0949|---------------------------------------------------------------------|
 QS0949
 QS0949                          SUPERSEDED SURVEY CONTROL
 QS0949
 QS0949  NAD 83(1986)-  45 56 07.25151(N)    101 55 56.51888(W) AD(       ) 3
 QS0949  NAD 27      -  45 56 07.24300(N)    101 55 55.00600(W) AD(       ) 3
 QS0949  NGVD 29             795.87   (m)         2611.1    (f) LEVELING    3  
 QS0949
 QS0949.Superseded values are not recommended for survey control.
 QS0949
 QS0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0949.See file dsdata.pdf to determine how the superseded data were derived.
 QS0949
 QS0949_MARKER: DS = TRIANGULATION STATION DISK
 QS0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0949_STAMPING: VOLT 2 1962
 QS0949_MARK LOGO: CGS
 QS0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0949+STABILITY: SURFACE MOTION
 QS0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0949+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1991
 QS0949
 QS0949  HISTORY     - Date     Condition        Report By
 QS0949  HISTORY     - 1962     MONUMENTED       CGS
 QS0949  HISTORY     - 1962     GOOD             CGS
 QS0949  HISTORY     - 19910822 GOOD             NGS
 QS0949
 QS0949                          STATION DESCRIPTION
 QS0949
 QS0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 QS0949'STATION IS LOCATED ABOUT 10 MILES WEST OF MORRISTOWN, 6 MILES
 QS0949'WEST OF KELDRON, 4 AND 1/2 MILES WEST OF AN OVERPASS, AND 2 MILES
 QS0949'EAST OF THUNDER HAWK ON A HIGH KNOLL ABOUT 1/4 MILE WEST OF
 QS0949'JOHN SUMMERS FARMHOUSE, 221 FEET NORTH OF THE CENTERLINE OF
 QS0949'U.S. HIGHWAY 12, 55 FEET WEST OF HIGHWAY STATION POT 104 + 89.4,
 QS0949'AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK IS FLUSH
 QS0949'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED VOLT 2
 QS0949'1962.
 QS0949'
 QS0949'NOTE--THIS STATION, VOLT 2, IS 8.79 FEET HIGHER THAN VOLT 1951.
 QS0949'
 QS0949'TO REACH THE STATION FROM THE POST OFFICE IN THUNDER HAWK, GO
 QS0949'SOUTH ON A GRAVEL ROAD FOR 0.4 MILE TO U.S. HIGHWAY 12.  TURN
 QS0949'LEFT AND GO EAST ON U.S. HIGHWAY 12 FOR 1.65 MILE TO THE AZIMUTH
 QS0949'MARK ON THE RIGHT OR SOUTH SIDE OF THE HIGHWAY AS DESCRIBED.
 QS0949'CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE TOP OF GRADE
 QS0949'AND THE STATION ON THE LEFT AS DESCRIBED.
 QS0949'
 QS0949'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 224 FEET NORTH OF
 QS0949'THE CENTER OF NEW U.S. HIGHWAY 12, AND 2 FEET WEST OF HIGHWAY
 QS0949'MARKER POST POT 104 + 89.4.  THE MARK IS FLUSH WITH THE SURFACE
 QS0949'OF THE GROUND AND THE DISK IS STAMPED VOLT 2 NO 3 1962.
 QS0949'
 QS0949'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 214 FEET NORTH OF THE
 QS0949'CENTER OF NEW U.S. HIGHWAY 12, AND 1 FOOT EAST OF A WOOD POST.
 QS0949'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED VOLT 2 NO 4
 QS0949'1962.
 QS0949'
 QS0949'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 107 FEET SOUTH OF THE
 QS0949'CENTER OF U.S. HIGHWAY 12, 37 FEET SOUTH OF THE CENTER OF OLD
 QS0949'U.S. HIGHWAY 12, 50 FEET WEST OF A POWER POLE, AND 1 FOOT EAST
 QS0949'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 QS0949'THE DISK IS STAMPED VOLT 2 1962.
 QS0949'
 QS0949'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 QS0949'HIGHWAY 12 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT OR
 QS0949'SOUTH SIDE OF THE HIGHWAY.
 QS0949'
 QS0949'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0949
 QS0949                          STATION RECOVERY (1962)
 QS0949
 QS0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 QS0949'RECOVERED IN GOOD CONDITION.
 QS0949
 QS0949                          STATION RECOVERY (1991)
 QS0949
 QS0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QS0949'STATION IS LOCATED ABOUT 14.8 KM (9.2 MI) EAST OF LEMMON, SD, 3.5 KM
 QS0949'(2.2 MI) EAST OF THUNDER HAWK, 2.0 KM (1.2 MI) EAST OF STATE ROUTE 73
 QS0949'NORTH, 0.16 KM (0.10 MI) WEST OF MILE POST NUMBER 103 AND ON TOP OF A
 QS0949'CUT BANK ON THE NORTH SIDE OF U.S. HIGHWAY 12. OWNERSHIP--UNKNOWN.
 QS0949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QS0949'ROUTE 73 NORTH LOCATED ABOUT 1.29 KM (0.80 MI) EAST OF THE ROAD
 QS0949'LEADING NORTH TO THUNDER HAWK, GO EAST ON HIGHWAY 12 FOR 1.93 KM
 QS0949'(1.20 MI) TO AN OPENING IN FENCE LINE ON THE LEFT.  TURN LEFT, NORTH,
 QS0949'THROUGH FENCE LINE THEN RIGHT, EAST ALONG THE NORTH SIDE OF AN
 QS0949'EAST-WEST RIGHT-OF-WAY FENCE LINE, UPHILL FOR ABOUT 0.16 KM
 QS0949'(0.10 MI) TO THE STATION ON TOP OF THE LOW HILL.
 QS0949'STATION IS 64.6 M (211.9 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 9.4
 QS0949'M (30.8 FT) NORTH FROM A FIBERGLASS WITNESS POST IN THE EAST-WEST
 QS0949'RIGHT-OF-WAY FENCE LINE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1142 ***********************************************************************
 PU1142  DESIGNATION -  VOLUNTEER
 PU1142  PID         -  PU1142
 PU1142  STATE/COUNTY-  SD/MEADE
 PU1142  COUNTRY     -  US
 PU1142  USGS QUAD   -  VOLUNTEER (2017)
 PU1142
 PU1142                         *CURRENT SURVEY CONTROL
 PU1142  ______________________________________________________________________
 PU1142* NAD 83(1996) POSITION- 44 31 00.00680(N) 103 10 04.29937(W)   ADJUSTED
 PU1142* NAVD 88 ORTHO HEIGHT -   832.044 (meters)     2729.80  (feet) ADJUSTED
 PU1142  ______________________________________________________________________
 PU1142  GEOID HEIGHT    -        -16.892 (meters)                     GEOID18
 PU1142  LAPLACE CORR    -         -8.74  (seconds)                    DEFLEC18
 PU1142  DYNAMIC HEIGHT  -        831.823 (meters)     2729.07  (feet) COMP
 PU1142  MODELED GRAVITY -    980,323.8   (mgal)                       NAVD 88
 PU1142
 PU1142  HORZ ORDER      -  THIRD
 PU1142  VERT ORDER      -  FIRST     CLASS II
 PU1142
 PU1142.The horizontal coordinates were established by classical geodetic methods
 PU1142.and adjusted by the National Geodetic Survey in January 1998.
 PU1142
 PU1142.The orthometric height was determined by differential leveling and
 PU1142.adjusted by the NATIONAL GEODETIC SURVEY
 PU1142.in October 1997.
 PU1142
 PU1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1142.GEOID18 height accuracy estimate available here.
 PU1142
 PU1142.Click photographs - Photos may exist for this station.
 PU1142
 PU1142.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1142
 PU1142.The dynamic height is computed by dividing the NAVD 88
 PU1142.geopotential number by the normal gravity value computed on the
 PU1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1142.degrees latitude (g = 980.6199 gals.).
 PU1142
 PU1142.The modeled gravity was interpolated from observed gravity values.
 PU1142
 PU1142. The following values were computed from the NAD 83(1996) position.
 PU1142
 PU1142;                    North         East     Units Scale Factor Converg.
 PU1142;SPC SD N     -    80,860.995   348,201.916   MT  0.99998234   -2 14 31.3
 PU1142;SPC SD N     -   265,291.45  1,142,392.45   sFT  0.99998234   -2 14 31.3
 PU1142;UTM  13      - 4,930,893.218   645,609.888   MT  0.99986074   +1 17 05.2
 PU1142
 PU1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1142!SPC SD N     -   0.99987220  x   0.99998234  =   0.99985455
 PU1142!UTM  13      -   0.99987220  x   0.99986074  =   0.99973296
 PU1142
 PU1142:                Primary Azimuth Mark                     Grid Az
 PU1142:SPC SD N     -  VOLUNTEER AZ MK RESET                    282 45 43.2
 PU1142:UTM  13      -  VOLUNTEER AZ MK RESET                    279 14 06.7
 PU1142
 PU1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4560930893(NAD 83)
 PU1142
 PU1142|---------------------------------------------------------------------|
 PU1142| PID    Reference Object                     Distance      Geod. Az  |
 PU1142|                                                           dddmmss.s |
 PU1142| PU1141 VOLUNTEER RM 1                       12.231 METERS 09648     |
 PU1142| CQ4329 VOLUNTEER AZ MK                                    0975331.7 |
 PU1142| PU1143 VOLUNTEER RM 2                       10.500 METERS 27616     |
 PU1142| PU1144 VOLUNTEER AZ MK RESET                              2803111.9 |
 PU1142|---------------------------------------------------------------------|
 PU1142
 PU1142                          SUPERSEDED SURVEY CONTROL
 PU1142
 PU1142  NAD 83(1993)-  44 30 59.99899(N)    103 10 04.29949(W) AD(       ) 3
 PU1142  NAD 83(1986)-  44 30 59.99573(N)    103 10 04.29472(W) AD(       ) 3
 PU1142  NAD 27      -  44 31 00.04660(N)    103 10 02.65840(W) AD(       ) 3
 PU1142  NAVD 88 (06/15/91)  832.037  (m)         2729.77   (f) SUPERSEDED  1 2
 PU1142  NGVD 29 (??/??/92)  831.560  (m)         2728.21   (f) ADJ UNCH    1 2
 PU1142  NGVD 29             831.56   (m)         2728.2    (f) LEVELING    3  
 PU1142
 PU1142.Superseded values are not recommended for survey control.
 PU1142
 PU1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1142.See file dsdata.pdf to determine how the superseded data were derived.
 PU1142
 PU1142_MARKER: DS = TRIANGULATION STATION DISK
 PU1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1142_STAMPING: VOLUNTEER 1950
 PU1142_MARK LOGO: CGS
 PU1142_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1142+STABILITY: SURFACE MOTION
 PU1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1142+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1142
 PU1142  HISTORY     - Date     Condition        Report By
 PU1142  HISTORY     - 1950     MONUMENTED       CGS
 PU1142  HISTORY     - 1962     GOOD             CGS
 PU1142  HISTORY     - 1962     GOOD             CGS
 PU1142  HISTORY     - 1963     GOOD             CGS
 PU1142  HISTORY     - 19950513 GOOD             NGS
 PU1142
 PU1142                          STATION DESCRIPTION
 PU1142
 PU1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1142'THE STATION IS ABOUT 16-3/4 MILES EAST AND 7 MILES NORTH
 PU1142'OF STURGIS, ON A HIGH RIDGE LYING ABOUT 0.3 MILE WEST OF STATE
 PU1142'HIGHWAY NO. 24.
 PU1142'
 PU1142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PU1142'NUMBERED 24 AND 79 IN STURGIS.  GO EASTERLY ON HIGHWAY NO. 24
 PU1142'FOR 11.2 MILES TO THE BEAR BUTTE POST OFFICE AND STORE ON THE
 PU1142'RIGHT.  CONTINUE EASTERLY ON HIGHWAY NO. 24 FOR 8.0 MILES TO A
 PU1142'SHARP CURVE.  (THE AZIMUTH MARK IS 0.25 MILE EAST OF THIS
 PU1142'POINT).  TURN SHARP LEFT AND GO WEST 0.3 MILE TO THE STATION.
 PU1142'
 PU1142'STATION MARK IS 25 FEET SOUTH OF THE CENTER OF THE ROAD, 5 FEET
 PU1142'NORTHWEST OF A WITNESS POST, AND 4 FEET NORTH OF A FENCE.  THE
 PU1142'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED VOLUNTEER
 PU1142'1950.
 PU1142'
 PU1142'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTER OF THE
 PU1142'ROAD, AND 4 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 PU1142'AND THE DISK IS STAMPED VOLUNTEER NO 1 1950.
 PU1142'
 PU1142'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE CENTER OF THE ROAD
 PU1142'AND 4 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 PU1142'AND THE DISK IS STAMPED VOLUNTEER NO 2 1950.
 PU1142'
 PU1142'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTER OF STATE
 PU1142'HIGHWAY NO. 24, 2 FEET WEST OF A WITNESS POST, AND 1 FOOT
 PU1142'SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PU1142'STAMPED VOLUNTEER 1950.
 PU1142'
 PU1142'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU1142'CONCRETE CYLINDERS.
 PU1142'
 PU1142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU1142
 PU1142                          STATION RECOVERY (1962)
 PU1142
 PU1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1142'THE STATION MARK AND REFERENCE MARKS ONE AND TWO WERE RECOVERED
 PU1142'APPARENTLY UNDISTURBED AND IN GOOD CONDITION.  THE AZIMUTH
 PU1142'MARK WAS DESTROYED IN ROAD WIDENING AND A NEW ONE AS SET
 PU1142'AT THIS TIME.  STATE HIGHWAY 24 IS NOW 34 AND NO LONGER GOES
 PU1142'BY THE STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 PU1142'
 PU1142'THE STATION IS LOCATED ABOUT 19 MILES EAST-NORTHEAST OF STURGIS,
 PU1142'13-3/4 MILES EAST-SOUTHEAST OF VALE, AND 1 MILE WEST OF THE
 PU1142'BELLE FOURCHE RIVER, IN PASTURE LAND OVERLOOKING THE RIVER
 PU1142'ON THE SOUTH SIDE OF THE REMAINS OF AN OLD ROAD GRADE.
 PU1142'
 PU1142'TO REACH THE STATION FROM THE VOLUNTEER STORE, GO WEST ON
 PU1142'STATE HIGHWAY 34 FOR 0.2 MILE TO THE WEST END OF THE STEEL
 PU1142'BRIDGE OVER THE BELLE FOURCHE RIVER.  CONTINUE WESTERLY 1.7
 PU1142'MILES TO A GRADED GRAVEL ROAD ON THE RIGHT.  (THIS ROAD IS 7.9
 PU1142'MILES EAST OF THE BEAR BUTTE STORE MENTIONED IN THE PREVIOUS
 PU1142'DESCRIPTION.) TURN RIGHT AND GO NORTH 0.1 MILE TO A HIDDEN
 PU1142'STEEL CULVERT UNDER THE ROAD AND A GATE IN THE EAST
 PU1142'RIGHT-OF-WAY FENCE ABOUT 10 FEET BELOW ROAD LEVEL.  TO REACH
 PU1142'THE AZIMUTH MARK CONTINUE NORTH AND WEST ON GRAVEL ROAD
 PU1142'FOR 0.5 MILE TO THE MARK ON THE RIGHT.  TO REACH THE
 PU1142'STATION FROM THE GATE MENTIONED ABOVE TURN RIGHT AND DROP
 PU1142'DOWN THROUGH THE GATE THEN GO NORTH ON THE EAST SIDE OF
 PU1142'THE EAST RIGHT-OF-WAY FENCE 0.2 MILE TO THE OLD ROAD GRADE.
 PU1142'TURN RIGHT AND GO EAST ALONG THE OLD ROAD 0.2 MILE TO THE
 PU1142'STATION.
 PU1142'
 PU1142'THE STATION MARK, A STANDARD DISK STAMPED VOLUNTEER 1950
 PU1142'CEMENTED IN THE TOP OF A 12-INCY CYLINDRICAL CONCRETE MONUMENT
 PU1142'PROJECTING 4 INCHES ABOVE GROUND, IS 31.9 FEET SOUTH OF THE
 PU1142'CENTER OF THE OLD ROADBED, AND 5.2 FEET NORTHWEST OF A
 PU1142'WOODEN WITNESS POST.
 PU1142'
 PU1142'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED VOLUNTEER
 PU1142'NO 1 1950 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU1142'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND, 35.4
 PU1142'FEET SOUTH OF THE CENTER OF THE OLD ROADBED AT THE SAME
 PU1142'ELEVATION AS THE STATION.
 PU1142'
 PU1142'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED VOLUNTEER
 PU1142'NO 2 1950 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PU1142'MONUMENT PROJECTING 5 INCHES ABOVE GROUND, IS 25.7 FEET
 PU1142'SOUTH OF THE CENTER OF THE OLD ROADBED AT THE SAME ELEVATION
 PU1142'AS THE STATION.
 PU1142'
 PU1142'THE AZIMUTH MARK, A STANDARD DISK STAMPED VOLUNTEER 1950
 PU1142'RESET 1962 CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL
 PU1142'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, IS 94.2
 PU1142'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 1.8 FEET EAST
 PU1142'OF A METAL WITNESS POST WITH SIGN, AND 0.9 FOOT SOUTH OF THE
 PU1142'NORTH RIGHT-OF-WAY FENCE.
 PU1142
 PU1142                          STATION RECOVERY (1962)
 PU1142
 PU1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1142'1.8 MI W FROM VOLUNTEER.
 PU1142'1.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT VOLUNTEER,
 PU1142'THENCE 0.35 MILE WEST ALONG AN ABANDONED ROAD, 0.25 MILE EAST
 PU1142'ACROSS COUNTRY FROM A GRAVEL ROAD, 33 FEET SOUTH OF THE
 PU1142'CENTER LINE OF THE ABANDONED ROAD, 40.8 FEET WEST OF REFERENCE
 PU1142'MARK 1, 35.0 FEET EAST OF REFERENCE MARK 2, 5.0 FEET NORTHWEST
 PU1142'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 PU1142'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 PU1142
 PU1142                          STATION RECOVERY (1963)
 PU1142
 PU1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1142'RECOVERED IN GOOD CONDITION.
 PU1142
 PU1142                          STATION RECOVERY (1995)
 PU1142
 PU1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1142'34.2 KM (21.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1142'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), THENCE 0.1 KM (0.05 MI)
 PU1142'NORTHERLY ALONG AN ABANDONED ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY
 PU1142'ALONG AN ABANDONED ROAD TO THE HIGHEST POINT OF A RIDGE, 84.5 M (277.2
 PU1142'FT) EAST OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING A GROVE OF
 PU1142'TREES, 12.5 M (41.0 FT) WEST OF REFERENCE MARK 1, 10.5 M (34.4 FT)
 PU1142'EAST OF REFERENCE MARK 2, 8.3 M (27.2 FT) SOUTH OF AND LEVEL WITH THE
 PU1142'ROAD CENTER, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 PU1142'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEO WEYRICH, HCR
 PU1142'77, BOX 236, STURGIS, SD 57785, TELEPHONE NUMBER (605) 347-2107.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1144 ***********************************************************************
 PU1144  DESIGNATION -  VOLUNTEER AZ MK RESET
 PU1144  PID         -  PU1144
 PU1144  STATE/COUNTY-  SD/MEADE
 PU1144  COUNTRY     -  US
 PU1144  USGS QUAD   -  VOLUNTEER (2017)
 PU1144
 PU1144                         *CURRENT SURVEY CONTROL
 PU1144  ______________________________________________________________________
 PU1144* NAD 83(1986) POSITION- 44 31 00.     (N) 103 10 08.     (W)   SCALED
 PU1144* NAVD 88 ORTHO HEIGHT -   834.201 (meters)     2736.87  (feet) ADJUSTED
 PU1144  ______________________________________________________________________
 PU1144  GEOID HEIGHT    -        -16.889 (meters)                     GEOID18
 PU1144  DYNAMIC HEIGHT  -        833.977 (meters)     2736.14  (feet) COMP
 PU1144  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 PU1144
 PU1144  VERT ORDER      -  SECOND    CLASS 0
 PU1144
 PU1144.The horizontal coordinates were scaled from a map and have
 PU1144.an estimated accuracy of +/- 6 seconds.
 PU1144
 PU1144.The orthometric height was determined by differential leveling and
 PU1144.adjusted by the NATIONAL GEODETIC SURVEY
 PU1144.in June 1991.
 PU1144
 PU1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1144.GEOID18 height accuracy estimate available here.
 PU1144
 PU1144.Click photographs - Photos may exist for this station.
 PU1144
 PU1144.The dynamic height is computed by dividing the NAVD 88
 PU1144.geopotential number by the normal gravity value computed on the
 PU1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1144.degrees latitude (g = 980.6199 gals.).
 PU1144
 PU1144.The modeled gravity was interpolated from observed gravity values.
 PU1144
 PU1144;                    North         East    Units  Estimated Accuracy
 PU1144;SPC SD N     -    80,860.      348,120.      MT  (+/- 180 meters Scaled)
 PU1144
 PU1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK455308(NAD 83)
 PU1144
 PU1144                          SUPERSEDED SURVEY CONTROL
 PU1144
 PU1144  NGVD 29 (??/??/92)  833.722  (m)         2735.30   (f) ADJ UNCH    2 0
 PU1144
 PU1144.Superseded values are not recommended for survey control.
 PU1144
 PU1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1144.See file dsdata.pdf to determine how the superseded data were derived.
 PU1144
 PU1144_MARKER: DZ = AZIMUTH MARK DISK
 PU1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1144_STAMPING: VOLUNTEER RESET 1962
 PU1144_MARK LOGO: CGS
 PU1144_PROJECTION: PROJECTING 3 CENTIMETERS
 PU1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1144+STABILITY: SURFACE MOTION
 PU1144
 PU1144  HISTORY     - Date     Condition        Report By
 PU1144  HISTORY     - 1962     MONUMENTED       CGS
 PU1144
 PU1144                          STATION DESCRIPTION
 PU1144
 PU1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1144'2.6 MI NE FROM VOLUNTEER.
 PU1144'1.9 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1144'VOLUNTEER, THENCE 0.7 MILE NORTHWEST ALONG A ROAD, ON THE
 PU1144'OUTSIDE OF A CURVE, 89 FEET NORTH-NORTHEAST OF THE CENTER LINE
 PU1144'OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, 1.5 FOOT EAST OF A
 PU1144'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU1144'CONCRETE POST PROJECTING 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1141 ***********************************************************************
 PU1141  DESIGNATION -  VOLUNTEER RM 1
 PU1141  PID         -  PU1141
 PU1141  STATE/COUNTY-  SD/MEADE
 PU1141  COUNTRY     -  US
 PU1141  USGS QUAD   -  VOLUNTEER (2017)
 PU1141
 PU1141                         *CURRENT SURVEY CONTROL
 PU1141  ______________________________________________________________________
 PU1141* NAD 83(1986) POSITION- 44 30 59.96   (N) 103 10 03.75   (W)   HD_HELD1
 PU1141* NAVD 88 ORTHO HEIGHT -   831.798 (meters)     2728.99  (feet) ADJUSTED
 PU1141  ______________________________________________________________________
 PU1141  GEOID HEIGHT    -        -16.893 (meters)                     GEOID18
 PU1141  DYNAMIC HEIGHT  -        831.577 (meters)     2728.27  (feet) COMP
 PU1141  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 PU1141
 PU1141  VERT ORDER      -  FIRST     CLASS II
 PU1141
 PU1141.The horizontal coordinates were determined by differentially corrected
 PU1141.hand held GPS observations or other comparable positioning techniques
 PU1141.and have an estimated accuracy of +/- 3 meters.
 PU1141
 PU1141.The orthometric height was determined by differential leveling and
 PU1141.adjusted by the NATIONAL GEODETIC SURVEY
 PU1141.in October 1997.
 PU1141
 PU1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1141.GEOID18 height accuracy estimate available here.
 PU1141
 PU1141.Click photographs - Photos may exist for this station.
 PU1141
 PU1141.The dynamic height is computed by dividing the NAVD 88
 PU1141.geopotential number by the normal gravity value computed on the
 PU1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1141.degrees latitude (g = 980.6199 gals.).
 PU1141
 PU1141.The modeled gravity was interpolated from observed gravity values.
 PU1141
 PU1141;                    North         East    Units  Estimated Accuracy
 PU1141;SPC SD N     -    80,859.1     348,214.0     MT  (+/- 3 meters HH1 GPS) 
 PU1141
 PU1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4562230892(NAD 83)
 PU1141
 PU1141                          SUPERSEDED SURVEY CONTROL
 PU1141
 PU1141  NAVD 88 (06/15/91)  831.812  (m)         2729.04   (f) SUPERSEDED  1 2
 PU1141  NGVD 29 (??/??/92)  831.335  (m)         2727.47   (f) ADJ UNCH    1 2
 PU1141
 PU1141.Superseded values are not recommended for survey control.
 PU1141
 PU1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1141.See file dsdata.pdf to determine how the superseded data were derived.
 PU1141
 PU1141_MARKER: DR = REFERENCE MARK DISK
 PU1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1141_STAMPING: VOLUNTEER NO 1 1950
 PU1141_MARK LOGO: CGS
 PU1141_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1141+STABILITY: SURFACE MOTION
 PU1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1141+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1141
 PU1141  HISTORY     - Date     Condition        Report By
 PU1141  HISTORY     - 1950     MONUMENTED       CGS
 PU1141  HISTORY     - 1962     GOOD             CGS
 PU1141  HISTORY     - 1963     GOOD             CGS
 PU1141  HISTORY     - 19950513 GOOD             NGS
 PU1141
 PU1141                          STATION DESCRIPTION
 PU1141
 PU1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1141'1.8 MI W FROM VOLUNTEER.
 PU1141'1.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1141'VOLUNTEER, THENCE 0.35 MILE WEST ALONG AN ABANDONED ROAD, 33
 PU1141'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40.8 FEET EAST
 PU1141'OF THE STATION AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU1141'0.4 FOOT.
 PU1141
 PU1141                          STATION RECOVERY (1963)
 PU1141
 PU1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1141'RECOVERED IN GOOD CONDITION.
 PU1141
 PU1141                          STATION RECOVERY (1995)
 PU1141
 PU1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1141'34.2 KM (21.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1141'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), THENCE 0.1 KM (0.05 MI)
 PU1141'NORTHERLY ALONG AN ABANDONED ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY
 PU1141'ALONG AN ABANDONED ROAD TO THE HIGHEST POINT OF A RIDGE, 97.0 M (318.2
 PU1141'FT) EAST OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING A GROVE OF
 PU1141'TREES, 12.5 M (41.0 FT) EAST OF TRIANGULATION STATION VOLUNTEER, 8.3 M
 PU1141'(27.2 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER, AND THE MONUMENT
 PU1141'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT
 PU1141'IS ON PROPERTY OWNED BY LEO WEYRICH, HCR 77, BOX 236, STURGIS, SD
 PU1141'57785, TELEPHONE NUMBER (605) 347-2107.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1143 ***********************************************************************
 PU1143  DESIGNATION -  VOLUNTEER RM 2
 PU1143  PID         -  PU1143
 PU1143  STATE/COUNTY-  SD/MEADE
 PU1143  COUNTRY     -  US
 PU1143  USGS QUAD   -  VOLUNTEER (2017)
 PU1143
 PU1143                         *CURRENT SURVEY CONTROL
 PU1143  ______________________________________________________________________
 PU1143* NAD 83(1986) POSITION- 44 31 00.04   (N) 103 10 04.77   (W)   HD_HELD1
 PU1143* NAVD 88 ORTHO HEIGHT -   832.142 (meters)     2730.12  (feet) ADJUSTED
 PU1143  ______________________________________________________________________
 PU1143  GEOID HEIGHT    -        -16.892 (meters)                     GEOID18
 PU1143  DYNAMIC HEIGHT  -        831.921 (meters)     2729.39  (feet) COMP
 PU1143  MODELED GRAVITY -    980,324.0   (mgal)                       NAVD 88
 PU1143
 PU1143  VERT ORDER      -  FIRST     CLASS II
 PU1143
 PU1143.The horizontal coordinates were determined by differentially corrected
 PU1143.hand held GPS observations or other comparable positioning techniques
 PU1143.and have an estimated accuracy of +/- 3 meters.
 PU1143
 PU1143.The orthometric height was determined by differential leveling and
 PU1143.adjusted by the NATIONAL GEODETIC SURVEY
 PU1143.in October 1997.
 PU1143
 PU1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1143.GEOID18 height accuracy estimate available here.
 PU1143
 PU1143.Click photographs - Photos may exist for this station.
 PU1143
 PU1143.The dynamic height is computed by dividing the NAVD 88
 PU1143.geopotential number by the normal gravity value computed on the
 PU1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1143.degrees latitude (g = 980.6199 gals.).
 PU1143
 PU1143.The modeled gravity was interpolated from observed gravity values.
 PU1143
 PU1143;                    North         East    Units  Estimated Accuracy
 PU1143;SPC SD N     -    80,862.4     348,191.6     MT  (+/- 3 meters HH1 GPS) 
 PU1143
 PU1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK4559930894(NAD 83)
 PU1143
 PU1143                          SUPERSEDED SURVEY CONTROL
 PU1143
 PU1143  NAVD 88 (06/15/91)  832.133  (m)         2730.09   (f) SUPERSEDED  1 2
 PU1143  NGVD 29 (??/??/92)  831.655  (m)         2728.52   (f) ADJ UNCH    1 2
 PU1143
 PU1143.Superseded values are not recommended for survey control.
 PU1143
 PU1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1143.See file dsdata.pdf to determine how the superseded data were derived.
 PU1143
 PU1143_MARKER: DR = REFERENCE MARK DISK
 PU1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1143_STAMPING: VOLUNTEER NO 2 1950
 PU1143_MARK LOGO: CGS
 PU1143_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1143+STABILITY: SURFACE MOTION
 PU1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1143+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1143
 PU1143  HISTORY     - Date     Condition        Report By
 PU1143  HISTORY     - 1950     MONUMENTED       CGS
 PU1143  HISTORY     - 1962     GOOD             CGS
 PU1143  HISTORY     - 1963     GOOD             CGS
 PU1143  HISTORY     - 19950513 GOOD             NGS
 PU1143
 PU1143                          STATION DESCRIPTION
 PU1143
 PU1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1143'1.8 MI W FROM VOLUNTEER.
 PU1143'1.4 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1143'VOLUNTEER, THENCE 0.35 MILE WEST ALONG AN ABANDONED ROAD, 33
 PU1143'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35.0 FEET WEST OF
 PU1143'THE STATION AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PU1143'FOOT.
 PU1143
 PU1143                          STATION RECOVERY (1963)
 PU1143
 PU1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1143'RECOVERED IN GOOD CONDITION.
 PU1143
 PU1143                          STATION RECOVERY (1995)
 PU1143
 PU1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1143'34.2 KM (21.25 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1143'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), THENCE 0.1 KM (0.05 MI)
 PU1143'NORTHERLY ALONG AN ABANDONED ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY
 PU1143'ALONG AN ABANDONED ROAD TO THE HIGHEST POINT OF A RIDGE, 74.0 M (242.8
 PU1143'FT) EAST OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING A GROVE OF
 PU1143'TREES, 10.5 M (34.4 FT) WEST OF TRIANGULATION STATION VOLUNTEER, 8.3 M
 PU1143'(27.2 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER, AND THE MONUMENT
 PU1143'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THE MARK IS ON
 PU1143'PROPERTY OWNED BY LEO WEYRICH, HCR 77, BOX 236, STURGIS, SD 57785,
 PU1143'TELEPHONE NUMBER (605) 347-2107.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0740 ***********************************************************************
 QS0740  DESIGNATION -  VON WALD
 QS0740  PID         -  QS0740
 QS0740  STATE/COUNTY-  SD/POTTER
 QS0740  COUNTRY     -  US
 QS0740  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0740
 QS0740                         *CURRENT SURVEY CONTROL
 QS0740  ______________________________________________________________________
 QS0740* NAD 83(1996) POSITION- 45 03 34.21127(N) 100 05 26.08055(W)   ADJUSTED
 QS0740* NAVD 88 ORTHO HEIGHT -   638.4   (meters)     2094.    (feet) VERTCON3
 QS0740  ______________________________________________________________________
 QS0740  GEOID HEIGHT    -        -22.465 (meters)                     GEOID18
 QS0740  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 QS0740  HORZ ORDER      -  FIRST
 QS0740
 QS0740.The horizontal coordinates were established by classical geodetic methods
 QS0740.and adjusted by the National Geodetic Survey in January 1998.
 QS0740
 QS0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0740
 QS0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0740.GEOID18 height accuracy estimate available here.
 QS0740
 QS0740.Click photographs - Photos may exist for this station.
 QS0740
 QS0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0740
 QS0740. The following values were computed from the NAD 83(1996) position.
 QS0740
 QS0740;                    North         East     Units Scale Factor Converg.
 QS0740;SPC SD N     -   136,258.964   592,866.049   MT  0.99993912   -0 03 50.8
 QS0740;SPC SD N     -   447,042.95  1,945,094.70   sFT  0.99993912   -0 03 50.8
 QS0740;UTM  14      - 4,990,138.951   414,134.792   MT  0.99969066   -0 46 19.2
 QS0740
 QS0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0740!SPC SD N     -   0.99990344  x   0.99993912  =   0.99984257
 QS0740!UTM  14      -   0.99990344  x   0.99969066  =   0.99959413
 QS0740
 QS0740:                Primary Azimuth Mark                     Grid Az
 QS0740:SPC SD N     -  VON WALD AZ MK 2                         256 53 14.2
 QS0740:UTM  14      -  VON WALD AZ MK 2                         257 35 42.6
 QS0740
 QS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1413490138(NAD 83)
 QS0740
 QS0740|---------------------------------------------------------------------|
 QS0740| PID    Reference Object                     Distance      Geod. Az  |
 QS0740|                                                           dddmmss.s |
 QS0740| CO6345 VON WALD RM 1                        31.496 METERS 09024     |
 QS0740| QR0692 GETTYSBURG MUNICIPAL TANK           APPROX.12.4 KM 1144246.4 |
 QS0740| PT0970 AGAR MUNICIPAL TANK                 APPROX.24.5 KM 1770006.3 |
 QS0740| PT0979 ONIDA SULLY CO CTHSE FINIAL         APPROX.39.1 KM 1770939.3 |
 QS0740| PT0978 ONIDA MUNICIPAL TANK                APPROX.39.0 KM 1771615.1 |
 QS0740| CO6346 VON WALD RM 2                        39.248 METERS 17951     |
 QS0740| CO6343 VON WALD AZ MK                                     2564611.3 |
 QS0740| CO6344 VON WALD AZ MK 2                                   2564923.4 |
 QS0740|---------------------------------------------------------------------|
 QS0740
 QS0740                          SUPERSEDED SURVEY CONTROL
 QS0740
 QS0740  NAD 83(1986)-  45 03 34.20340(N)    100 05 26.08408(W) AD(       ) 1
 QS0740  NAD 27      -  45 03 34.26400(N)    100 05 24.64600(W) AD(       ) 1
 QS0740  NGVD 29 (07/19/86)  638.0    (m)         2093.     (f) VERT ANG       
 QS0740
 QS0740.Superseded values are not recommended for survey control.
 QS0740
 QS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0740.See file dsdata.pdf to determine how the superseded data were derived.
 QS0740
 QS0740_MARKER: DS = TRIANGULATION STATION DISK
 QS0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0740_STAMPING: VON WALD 1934
 QS0740_MARK LOGO: CGS
 QS0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0740+STABILITY: SURFACE MOTION
 QS0740
 QS0740  HISTORY     - Date     Condition        Report By
 QS0740  HISTORY     - 1934     MONUMENTED       CGS
 QS0740  HISTORY     - 1935     GOOD             CGS
 QS0740  HISTORY     - 1965     GOOD             SDDT
 QS0740  HISTORY     - 1966     GOOD             CGS
 QS0740  HISTORY     - 1967     GOOD             CGS
 QS0740  HISTORY     - 1973     GOOD             USAF
 QS0740
 QS0740                          STATION DESCRIPTION
 QS0740
 QS0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0740'STATION IS LOCATED ABOUT 7 MILES NW OF GETTYSBURG, AND IS ON
 QS0740'THE HIGHEST POINT OF A GRASS-COVERED HILL (THE HIGHEST POINT
 QS0740'FOR MILES AROUND) IN SE 1/4 SEC. 2, T 118 N, R 77 W.  IT IS ON
 QS0740'LAND OWNED BY L.L. VON WALD.
 QS0740'
 QS0740'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 QS0740'STANDARD BRONZE DISKS SET IN CONCRETE.
 QS0740'
 QS0740'THE STATION MARK PROJECTS 3 INCHES AND IS 120 YARDS E OF A N
 QS0740'AND S FENCE 200 YARDS N OF AN E AND W RIGHT-OF-WAY FENCE ON
 QS0740'THE N SIDE OF AN E AND W GRADED SECTION LINE ROAD, AND 1/2 MILE
 QS0740'ENE OF A WHITE HOUSE OWNED BY C.L. PEEP.
 QS0740'
 QS0740'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 3 INCHES.
 QS0740'
 QS0740'REFERENCE MARK NO. 2 IS S OF THE STATION AND PROJECTS 3 INCHES.
 QS0740'
 QS0740'THE AZIMUTH MARK IS W OF THE STATION.  IT IS IN THE RIGHT-OF-WAY
 QS0740'FENCE ON THE N SIDE OF THE SAME E AND W SECTION LINE ROAD THAT
 QS0740'PASSES THE STATION.  IT IS 35 FEET N OF THE CENTER LINE OF THE
 QS0740'ABOVE MENTIONED ROAD AND 80 FEET E OF THE CENTER LINE OF A N
 QS0740'AND S SECTION LINE ROAD AND PROJECTS 4 INCHES.
 QS0740'
 QS0740'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 83 AND
 QS0740'212, 6 MILES W OF GETTYSBURG, GO W ON U.S. HIGHWAY 212, 2.0
 QS0740'MILES TO A GRADED ROAD ON THE RIGHT.  (THERE IS A WHITE
 QS0740'SCHOOLHOUSE IN THE NW ANGLE OF THIS INTERSECTION.) HERE
 QS0740'LEAVE U.S. HIGHWAY 212, TURN RIGHT, N, AND GO 3.0 MILES TO A
 QS0740'T-INTERSECTION.  (AZIMUTH MARK IS AT THIS INTERSECTION.)
 QS0740'HERE TURN RIGHT, E, AND GO E, 0.5 MILE TO A FENCE CORNER ON
 QS0740'THE LEFT SIDE OF THE ROAD.  HERE LEAVE THE ROAD, CROSS N AND
 QS0740'S FENCE AND GO 200 YARDS NW TO TOP OF HILL AND STATION.
 QS0740'
 QS0740'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 QS0740
 QS0740                          STATION RECOVERY (1935)
 QS0740
 QS0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 QS0740'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 QS0740'TO BE IN GOOD CONDITION.
 QS0740'
 QS0740'THE STATION IS LOCATED 230 YARDS E AND 260 YARDS N OF THE
 QS0740'CENTER OF THE S EDGE OF SEC. 2, T 118 N, R 77 W, SANNER TOWNSHIP.
 QS0740'3 MILES N AND 6-1/2 MILES W OF GETTYSBURG, 3/4 MILE ENE OF A
 QS0740'WHITE HOUSE, THE HOME OF MR. L.C. PEEP.  230 YARDS E OF A
 QS0740'N-S FENCE LINE.  260 YARDS N OF AN E-W SECTION LINE ROAD, ON
 QS0740'THE HIGHEST POINT OF A GRASS-COVERED HILL.  THE HIGHEST POINT
 QS0740'WITHIN SEVERAL MILES.  THE SURFACE MARK PROJECTS 6 INCHES.
 QS0740'
 QS0740'REFERENCE MARK NO. 1 PROJECTS 4 INCHES.
 QS0740'
 QS0740'REFERENCE MARK NO. 2 PROJECTS 6 INCHES.
 QS0740'
 QS0740'THE AZIMUTH MARK IS 80 FEET E OF THE CENTER LINE OF THE ROAD.
 QS0740'35 FEET N OF THE CENTER LINE OF THE ROAD, AND PROJECTS 3 INCHES.
 QS0740'
 QS0740'TO REACH THE STATION FROM THE SW JUNCTION OF U.S. HIGHWAYS
 QS0740'212 AND 83, ABOUT 5-1/2 MILES W OF GETTYSBURG, GO W 2.0 MILES
 QS0740'TO CROSSROADS AND SCHOOLHOUSE IN THE NW CORNER.  TURN RIGHT,
 QS0740'W, ON GRADED DIRT ROAD AND GO 3.0 MILES TO CROSSROADS.  TURN
 QS0740'RIGHT, E, ON GRAVEL ROAD AND GO 0.5 MILE TO A N-S FENCE
 QS0740'ON THE LEFT, N.  LEAVE ROAD AND GO NW ACROSS COUNTRY FOR 0.25
 QS0740'MILE TO TOP OF HILL AND STATION.
 QS0740'
 QS0740'STATIONS GORMAN 1934, ELIASON 1934, AND EAGLE, ARE VISIBLE
 QS0740'FROM THE GROUND.
 QS0740'
 QS0740'A LIGHT 74 FEET ABOVE ELIDA IS VISIBLE FROM THE GROUND.
 QS0740
 QS0740                          STATION RECOVERY (1965)
 QS0740
 QS0740'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 QS0740'VON WALD 1934 - GOOD
 QS0740'
 QS0740'R.M. 1 VON WALD 1934 - GOOD
 QS0740'
 QS0740'R.M. 2 VON WALD 1934 -GOOD
 QS0740'
 QS0740'AZ MARK VON WALD 1934 - NO GOOD
 QS0740'
 QS0740'HAS BEEN DISTURBED BY ROAD WORK.
 QS0740
 QS0740                          STATION RECOVERY (1966)
 QS0740
 QS0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QS0740'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT THE
 QS0740'AZIMUTH MARK, FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 QS0740'BEEN DESTROYED SO A NEW MARK WAS ESTABLISHED.
 QS0740'
 QS0740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 QS0740'AND 212, ABOUT 5 MILES WEST OF GETTYSBURG, GO NORTH ON U.S.
 QS0740'83 FOR 3.0 MILES TO CROSSROADS, TURN LEFT AND GO WEST FOR 1.0
 QS0740'MILE TO A SECTION CORNER ON THE RIGHT, TURN RIGHT THROUGH GATE
 QS0740'THEN GO NORTHWEST ACROSS PASTURE FOR 0.4 MILE TO HIGHEST POINT
 QS0740'AND STATION.  TO REACH THE AZIMUTH MARK FROM THE ABOVE GATE,
 QS0740'CONTINUE WEST ON MAIN ROAD FOR 1.0 MILE TO MARK ON RIGHT.
 QS0740'
 QS0740'THE STATION AND REFERENCE MARKS ARE IN OPEN PASTURE AND
 QS0740'THERE IS NOTHING IN THE IMMEDIATE VICINITY FOR REFERENCE
 QS0740'POINTS.
 QS0740'
 QS0740'THE AZIMUTH MARK IS 80.5 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH,
 QS0740'34.5 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 1 FOOT SOUTH
 QS0740'OF EAST-WEST FENCE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.
 QS0740'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED VON WALD
 QS0740'1934 AZ 2 1966.
 QS0740'
 QS0740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 QS0740'NORTHWEST GETTYSBURG.
 QS0740
 QS0740                          STATION RECOVERY (1967)
 QS0740
 QS0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 QS0740'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 QS0740'AS DESCRIBED.
 QS0740'
 QS0740'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 QS0740'HOWEVER, USGS DISAGREES WITH THE USC AND GS ANGLE TO THIS
 QS0740'MARK BY APPROX. 3 MIN. AND 15 SECONDS.
 QS0740'
 QS0740'THE OLD DESCRIPTION IS ADEQUATE.
 QS0740'
 QS0740'STANDARD BRACED TRIPOD USED.
 QS0740
 QS0740                          STATION RECOVERY (1973)
 QS0740
 QS0740'RECOVERY NOTE BY US AIR FORCE 1973
 QS0740'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED AND
 QS0740'FOUND TO BE IN GOOD CONDITION.
 QS0740'
 QS0740'A COMPLETE DESCRIPTION FOLLOWS--
 QS0740'
 QS0740'TO REACH THE STATION FROM THE SW JUNCTION OF U.S. HIGHWAYS 212
 QS0740'AND 83, ABOUT 5-1/2 MILES WEST OF GETTYSBURG, GO WEST 2.0
 QS0740'MILES TO CROSSROAD.  TURN RIGHT NORTH ON GRADED DIRT ROAD
 QS0740'AND GO 3.0 MILES TO CROSSROADS.  TURN RIGHT NORTH ON GRAVEL
 QS0740'ROAD AND GO 0.5 MILE TO A NORTH-SOUTH FENCE ON THE LEFT (NORTH).
 QS0740'LEAVE ROAD AND GO NORTHWEST ACROSS COUNTRY FOR 0.25 MILE TO
 QS0740'TOP OF HILL AND STATION.  THE SURFACE MARK PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0208 ***********************************************************************
 PR0208  DESIGNATION -  VV 329
 PR0208  PID         -  PR0208
 PR0208  STATE/COUNTY-  SD/BROOKINGS
 PR0208  COUNTRY     -  US
 PR0208  USGS QUAD   -  VOLGA (2017)
 PR0208
 PR0208                         *CURRENT SURVEY CONTROL
 PR0208  ______________________________________________________________________
 PR0208* NAD 83(1986) POSITION- 44 19 33.     (N) 096 54 29.     (W)   SCALED
 PR0208* NAVD 88 ORTHO HEIGHT -   494.351 (meters)     1621.88  (feet) ADJUSTED
 PR0208  ______________________________________________________________________
 PR0208  GEOID HEIGHT    -        -25.262 (meters)                     GEOID18
 PR0208  DYNAMIC HEIGHT  -        494.261 (meters)     1621.59  (feet) COMP
 PR0208  MODELED GRAVITY -    980,421.3   (mgal)                       NAVD 88
 PR0208
 PR0208  VERT ORDER      -  SECOND    CLASS 0
 PR0208
 PR0208.The horizontal coordinates were scaled from a map and have
 PR0208.an estimated accuracy of +/- 6 seconds.
 PR0208
 PR0208.The orthometric height was determined by differential leveling and
 PR0208.adjusted by the NATIONAL GEODETIC SURVEY
 PR0208.in June 1991.
 PR0208
 PR0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0208.GEOID18 height accuracy estimate available here.
 PR0208
 PR0208.Click photographs - Photos may exist for this station.
 PR0208
 PR0208.The dynamic height is computed by dividing the NAVD 88
 PR0208.geopotential number by the normal gravity value computed on the
 PR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0208.degrees latitude (g = 980.6199 gals.).
 PR0208
 PR0208.The modeled gravity was interpolated from observed gravity values.
 PR0208
 PR0208;                    North         East    Units  Estimated Accuracy
 PR0208;SPC SD N     -    59,440.      846,580.      MT  (+/- 180 meters Scaled)
 PR0208
 PR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ668101(NAD 83)
 PR0208
 PR0208                          SUPERSEDED SURVEY CONTROL
 PR0208
 PR0208  NGVD 29 (??/??/92)  494.092  (m)         1621.03   (f) ADJ UNCH    2 0
 PR0208
 PR0208.Superseded values are not recommended for survey control.
 PR0208
 PR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0208.See file dsdata.pdf to determine how the superseded data were derived.
 PR0208
 PR0208_MARKER: DB = BENCH MARK DISK
 PR0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0208_SP_SET: CULVERT HEADWALL
 PR0208_STAMPING: VV 329 1949
 PR0208_MARK LOGO: CGS
 PR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0208+STABILITY: SURFACE MOTION
 PR0208
 PR0208  HISTORY     - Date     Condition        Report By
 PR0208  HISTORY     - 1949     MONUMENTED       CGS
 PR0208  HISTORY     - 19940920 MARK NOT FOUND   NGS
 PR0208
 PR0208                          STATION DESCRIPTION
 PR0208
 PR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0208'1 MI E FROM VOLGA.
 PR0208'0.95 MILE EAST ALONG U.S. HIGHWAY 14 FROM THE CHICAGO AND
 PR0208'NORTH WESTERN RAILROAD STATION AT VOLGA, 126 FEET NORTH OF THE
 PR0208'NORTH RAIL OF THE TRACK, 30 FEET SOUTH OF THE CENTER LINE OF THE
 PR0208'HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH GRAVEL
 PR0208'ROAD, 1 FOOT SOUTH OF THE NORTH END OF AND SET IN THE TOP OF THE
 PR0208'EAST HEADWALL OF A 2-FOOT CONCRETE TUBE CULVERT AND ABOUT 1 FOOT
 PR0208'BELOW THE LEVEL OF THE ROAD.
 PR0208
 PR0208                          STATION RECOVERY (1994)
 PR0208
 PR0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0208'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 PR0208'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0959 ***********************************************************************
 NM0959  DESIGNATION -  VV 343 RESET
 NM0959  PID         -  NM0959
 NM0959  STATE/COUNTY-  SD/CLAY
 NM0959  COUNTRY     -  US
 NM0959  USGS QUAD   -  MECKLING (2017)
 NM0959
 NM0959                         *CURRENT SURVEY CONTROL
 NM0959  ______________________________________________________________________
 NM0959* NAD 83(1986) POSITION- 42 50 40.     (N) 097 04 27.     (W)   SCALED
 NM0959* NAVD 88 ORTHO HEIGHT -   352.205 (meters)     1155.53  (feet) ADJUSTED
 NM0959  ______________________________________________________________________
 NM0959  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM0959  DYNAMIC HEIGHT  -        352.103 (meters)     1155.19  (feet) COMP
 NM0959  MODELED GRAVITY -    980,322.6   (mgal)                       NAVD 88
 NM0959
 NM0959  VERT ORDER      -  FIRST     CLASS II
 NM0959
 NM0959.The horizontal coordinates were scaled from a map and have
 NM0959.an estimated accuracy of +/- 6 seconds.
 NM0959
 NM0959.The orthometric height was determined by differential leveling and
 NM0959.adjusted by the NATIONAL GEODETIC SURVEY
 NM0959.in June 1994.
 NM0959
 NM0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0959.GEOID18 height accuracy estimate available here.
 NM0959
 NM0959.Click photographs - Photos may exist for this station.
 NM0959
 NM0959.The dynamic height is computed by dividing the NAVD 88
 NM0959.geopotential number by the normal gravity value computed on the
 NM0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0959.degrees latitude (g = 980.6199 gals.).
 NM0959
 NM0959.The modeled gravity was interpolated from observed gravity values.
 NM0959
 NM0959;                    North         East    Units  Estimated Accuracy
 NM0959;SPC SD S     -    62,010.      866,360.      MT  (+/- 180 meters Scaled)
 NM0959
 NM0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN573453(NAD 83)
 NM0959
 NM0959                          SUPERSEDED SURVEY CONTROL
 NM0959
 NM0959.No superseded survey control is available for this station.
 NM0959
 NM0959_MARKER: DV = VERTICAL CONTROL DISK
 NM0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0959_STAMPING: VV 343 RESET 1973
 NM0959_MARK LOGO: NGS
 NM0959_PROJECTION: PROJECTING 30 CENTIMETERS
 NM0959_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0959+STABILITY: SURFACE MOTION
 NM0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0959+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 NM0959
 NM0959  HISTORY     - Date     Condition        Report By
 NM0959  HISTORY     - 1973     MONUMENTED       NGS
 NM0959  HISTORY     - 19930908 GOOD             NGS
 NM0959  HISTORY     - 20060807 GOOD             INDIV
 NM0959
 NM0959                          STATION DESCRIPTION
 NM0959
 NM0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0959'0.3 MI NW FROM MECKLING.
 NM0959'0.3 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, AND ST. PAUL
 NM0959'AND PACIFIC RAILROAD FROM THE MAIN STREET IN MECKLING, ON THE
 NM0959'NORTH SIDE OF THE RAILWAY RIGHT-OF-WAY, 131 FEET NORTHEAST OF THE
 NM0959'WEST BOUND LANES OF STATE HIGHWAY 50, 45 FEET NORTHEAST OF THE
 NM0959'NORTHEAST RAIL, 2.5 FEET SOUTHEAST OF A SOUTHWEST FENCE CORNER,
 NM0959'1.5 FEET WEST OF A METAL WITNESS POST, 0.5 FOOT SOUTHWEST OF A
 NM0959'FENCE, AND SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 NM0959'8-INCHES.
 NM0959
 NM0959                          STATION RECOVERY (1993)
 NM0959
 NM0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0959'12.2 KM (7.60 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 NM0959'OF STATE HIGHWAY 19 IN VERMILLION, 235.0 M (771.0 FT) SOUTHEAST OF
 NM0959'MILEPOST 401, 39.5 M (129.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM0959'WESTBOUND LANES OF THE HIGHWAY, 13.8 M (45.3 FT) NORTHEAST OF THE
 NM0959'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.2 M (3.9 FT) BELOW THE
 NM0959'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.2 M
 NM0959'(0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M
 NM0959'(1.0 FT) ABOVE THE GROUND SURFACE.
 NM0959
 NM0959                          STATION RECOVERY (2006)
 NM0959
 NM0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JHC)
 NM0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0372 ***********************************************************************
 PR0372  DESIGNATION -  W
 PR0372  PID         -  PR0372
 PR0372  STATE/COUNTY-  SD/CODINGTON
 PR0372  COUNTRY     -  US
 PR0372  USGS QUAD   -  PELICAN LAKE (2017)
 PR0372
 PR0372                         *CURRENT SURVEY CONTROL
 PR0372  ______________________________________________________________________
 PR0372* NAD 83(1986) POSITION- 44 49 22.2    (N) 097 14 54.2    (W)   HD_HELD2
 PR0372* NAVD 88 ORTHO HEIGHT -   532.524 (meters)     1747.12  (feet) ADJUSTED
 PR0372  ______________________________________________________________________
 PR0372  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 PR0372  DYNAMIC HEIGHT  -        532.444 (meters)     1746.86  (feet) COMP
 PR0372  MODELED GRAVITY -    980,450.9   (mgal)                       NAVD 88
 PR0372
 PR0372  VERT ORDER      -  FIRST     CLASS II
 PR0372
 PR0372.The horizontal coordinates were established by autonomous hand held GPS
 PR0372.observations and have an estimated accuracy of +/- 10 meters.
 PR0372
 PR0372.The orthometric height was determined by differential leveling and
 PR0372.adjusted by the NATIONAL GEODETIC SURVEY
 PR0372.in June 1991.
 PR0372
 PR0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0372.GEOID18 height accuracy estimate available here.
 PR0372
 PR0372.Click photographs - Photos may exist for this station.
 PR0372
 PR0372.The dynamic height is computed by dividing the NAVD 88
 PR0372.geopotential number by the normal gravity value computed on the
 PR0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0372.degrees latitude (g = 980.6199 gals.).
 PR0372
 PR0372.The modeled gravity was interpolated from observed gravity values.
 PR0372
 PR0372;                    North         East    Units  Estimated Accuracy
 PR0372;SPC SD N     -   113,653.      817,570.      MT  (+/- 10 meters HH2 GPS)
 PR0372
 PR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3847864762(NAD 83)
 PR0372
 PR0372                          SUPERSEDED SURVEY CONTROL
 PR0372
 PR0372  NGVD 29 (??/??/92)  532.237  (m)         1746.18   (f) ADJ UNCH    1 2
 PR0372
 PR0372.Superseded values are not recommended for survey control.
 PR0372
 PR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0372.See file dsdata.pdf to determine how the superseded data were derived.
 PR0372
 PR0372_MARKER: B = BOLT
 PR0372_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0372_STAMPING: W
 PR0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0372+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 PR0372
 PR0372  HISTORY     - Date     Condition        Report By
 PR0372  HISTORY     - 1905     MONUMENTED       CGS
 PR0372  HISTORY     - 1968     GOOD             USGS
 PR0372  HISTORY     - 20110820 GOOD             GEOCAC
 PR0372
 PR0372                          STATION DESCRIPTION
 PR0372
 PR0372'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PR0372'11.7 MI SW FROM WATERTON.
 PR0372'WATERTON, CODINGTON COUNTY, 4.7 MI. S. AND 7.0 MI. W. OF THE JUNC.
 PR0372'OF U.S. HWYS. 81 AND 212 AT T. 116 N., RS. 53 AND 54 W., NEAR THE
 PR0372'S. 1/16 CORNER BETWEEN SECS. 25 AND 30, 52 FT. NW OF RR TRACKS,
 PR0372'23.5 FT. E. OF A DIM ROAD, 2.7 FT. LOWER THAN GRADE CROSSING,
 PR0372'6.0 FT. W. OF W. END OF A ROW FENCE, 5.5 FT. S. OF CENTER OF
 PR0372'WIRE GATE, 2.5 FT. W. OF A WITNESS SIGN, 0.2 FT. UNDERGROUND,
 PR0372'A COPPER BOLT SURROUNDED BY THE LETTERS USBM AND SET IN THE TOP
 PR0372'OF A STONE POST.
 PR0372
 PR0372                          STATION RECOVERY (2011)
 PR0372
 PR0372'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0372'SET IN 1905 ON A LEVEL RUN FROM WATERTOWN, S. DAK., TO SIOUX CITY,
 PR0372'IOWA.  NEARBY FENCES HAVE BEEN REMOVED AND THE WP IS GONE.  MARK IS
 PR0372'55.5 FT NORTHEAST AND ACROSS A FIELD ROAD FROM A PIPE BRACE POST OF
 PR0372'THE RR ROW FENCE RUNNING TO THE SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0254 ***********************************************************************
 OT0254  DESIGNATION -  W 10
 OT0254  PID         -  OT0254
 OT0254  STATE/COUNTY-  SD/PENNINGTON
 OT0254  COUNTRY     -  US
 OT0254  USGS QUAD   -  CRESTON (2017)
 OT0254
 OT0254                         *CURRENT SURVEY CONTROL
 OT0254  ______________________________________________________________________
 OT0254* NAD 83(1986) POSITION- 43 54 34.     (N) 102 41 41.     (W)   SCALED
 OT0254* NAVD 88 ORTHO HEIGHT -   770.139 (meters)     2526.70  (feet) ADJUSTED
 OT0254  ______________________________________________________________________
 OT0254  GEOID HEIGHT    -        -17.784 (meters)                     GEOID18
 OT0254  DYNAMIC HEIGHT  -        769.906 (meters)     2525.93  (feet) COMP
 OT0254  MODELED GRAVITY -    980,291.0   (mgal)                       NAVD 88
 OT0254
 OT0254  VERT ORDER      -  FIRST     CLASS II
 OT0254
 OT0254.The horizontal coordinates were scaled from a map and have
 OT0254.an estimated accuracy of +/- 6 seconds.
 OT0254
 OT0254.The orthometric height was determined by differential leveling and
 OT0254.adjusted by the NATIONAL GEODETIC SURVEY
 OT0254.in June 1991.
 OT0254
 OT0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0254.GEOID18 height accuracy estimate available here.
 OT0254
 OT0254.Click photographs - Photos may exist for this station.
 OT0254
 OT0254.The dynamic height is computed by dividing the NAVD 88
 OT0254.geopotential number by the normal gravity value computed on the
 OT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0254.degrees latitude (g = 980.6199 gals.).
 OT0254
 OT0254.The modeled gravity was interpolated from observed gravity values.
 OT0254
 OT0254;                    North         East    Units  Estimated Accuracy
 OT0254;SPC SD S     -   177,790.      410,360.      MT  (+/- 180 meters Scaled)
 OT0254
 OT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ851643(NAD 83)
 OT0254
 OT0254                          SUPERSEDED SURVEY CONTROL
 OT0254
 OT0254  NGVD 29 (??/??/92)  769.693  (m)         2525.23   (f) ADJ UNCH    1 2
 OT0254
 OT0254.Superseded values are not recommended for survey control.
 OT0254
 OT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0254.See file dsdata.pdf to determine how the superseded data were derived.
 OT0254
 OT0254_MARKER: DB = BENCH MARK DISK
 OT0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0254_STAMPING: W 10 1925 2525.274
 OT0254_MARK LOGO: CGS
 OT0254_PROJECTION: RECESSED 20 CENTIMETERS
 OT0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0254+STABILITY: SURFACE MOTION
 OT0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0254+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 OT0254
 OT0254  HISTORY     - Date     Condition        Report By
 OT0254  HISTORY     - 1925     MONUMENTED       CGS
 OT0254  HISTORY     - 1962     GOOD             CGS
 OT0254  HISTORY     - 1985     GOOD             NGS
 OT0254  HISTORY     - 20120725 GOOD             INDIV
 OT0254
 OT0254                          STATION DESCRIPTION
 OT0254
 OT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0254'29.9 MI SE FROM RAPID CITY.
 OT0254'ABOUT 29.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0254'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0254'STATION AT RAPID CITY, 0.3 MILE EAST OF A SECTION HOUSE AT
 OT0254'CRESTON, 0.45 MILE EAST OF MILE POST 631, IN SECTION 4, T 2 S,
 OT0254'R 12 E, 65 FEET SOUTHEAST OF THE CENTER OF A TRAIL ROAD CROSSING,
 OT0254'52 1/2 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 OT0254'TELEPHONE POLES, 38 1/2 FEET SOUTH OF SOUTH RAIL, 62 FEET
 OT0254'NORTH OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, AND
 OT0254'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 14 INCHES
 OT0254'BELOW THE LEVEL OF THE GROUND.
 OT0254
 OT0254                          STATION RECOVERY (1985)
 OT0254
 OT0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0254'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.75 KM (0.45
 OT0254'MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE AT SCENIC,
 OT0254'THENCE 19.0 KM (11.9 MI) NORTHWEST ALONG STATE HIGHWAY 44, 1.0 KM (0.6
 OT0254'MI) EAST OF THE CROSSING OF RAPID CREEK, 0.8 KM (0.5 MI) EAST OF
 OT0254'MILEPOST 75, ALSO 47.2 KM (29.5 MI) SOUTHEAST OF RAPID CITY,
 OT0254'57.6 METERS (189 FT) SOUTHWEST ACROSS THE CHICAGO, MILWAUKEE, ST PAUL
 OT0254'AND PACIFIC RAILROAD FROM THE HIGHWAY CENTERLINE, 33.5 METERS (110 FT)
 OT0254'EAST OF THE SOUTHEAST END OF A WIRE GATE, 18.9 METERS (62 FT)
 OT0254'NORTHEAST OF THE RIGHT-OF-WAY FENCE AND 11.7 METERS (38.5 FT)
 OT0254'SOUTHWEST OF THE SOUTHWEST RAIL.
 OT0254'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 OT0254'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OT0254
 OT0254                          STATION RECOVERY (2012)
 OT0254
 OT0254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0432 ***********************************************************************
 QS0432  DESIGNATION -  W 119
 QS0432  PID         -  QS0432
 QS0432  STATE/COUNTY-  SD/CORSON
 QS0432  COUNTRY     -  US
 QS0432  USGS QUAD   -  HUMP BUTTE (2017)
 QS0432
 QS0432                         *CURRENT SURVEY CONTROL
 QS0432  ______________________________________________________________________
 QS0432* NAD 83(1986) POSITION- 45 54 05.     (N) 101 26 30.     (W)   SCALED
 QS0432* NAVD 88 ORTHO HEIGHT -   695.865 (meters)     2283.02  (feet) ADJUSTED
 QS0432  ______________________________________________________________________
 QS0432  GEOID HEIGHT    -        -20.257 (meters)                     GEOID18
 QS0432  DYNAMIC HEIGHT  -        695.797 (meters)     2282.79  (feet) COMP
 QS0432  MODELED GRAVITY -    980,495.8   (mgal)                       NAVD 88
 QS0432
 QS0432  VERT ORDER      -  SECOND    CLASS 0
 QS0432
 QS0432.The horizontal coordinates were scaled from a map and have
 QS0432.an estimated accuracy of +/- 6 seconds.
 QS0432
 QS0432.The orthometric height was determined by differential leveling and
 QS0432.adjusted by the NATIONAL GEODETIC SURVEY
 QS0432.in June 1991.
 QS0432
 QS0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0432.GEOID18 height accuracy estimate available here.
 QS0432
 QS0432.Click photographs - Photos may exist for this station.
 QS0432
 QS0432.The dynamic height is computed by dividing the NAVD 88
 QS0432.geopotential number by the normal gravity value computed on the
 QS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0432.degrees latitude (g = 980.6199 gals.).
 QS0432
 QS0432.The modeled gravity was interpolated from observed gravity values.
 QS0432
 QS0432;                    North         East    Units  Estimated Accuracy
 QS0432;SPC SD N     -   230,820.      488,130.      MT  (+/- 180 meters Scaled)
 QS0432
 QS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR106859(NAD 83)
 QS0432
 QS0432                          SUPERSEDED SURVEY CONTROL
 QS0432
 QS0432  NGVD 29 (??/??/92)  695.386  (m)         2281.45   (f) ADJ UNCH    2 0
 QS0432
 QS0432.Superseded values are not recommended for survey control.
 QS0432
 QS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0432.See file dsdata.pdf to determine how the superseded data were derived.
 QS0432
 QS0432_MARKER: DB = BENCH MARK DISK
 QS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0432_STAMPING: W 119 1934
 QS0432_MARK LOGO: CGS
 QS0432_PROJECTION: PROJECTING 20 CENTIMETERS
 QS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0432+STABILITY: SURFACE MOTION
 QS0432
 QS0432  HISTORY     - Date     Condition        Report By
 QS0432  HISTORY     - 1934     MONUMENTED       CGS
 QS0432  HISTORY     - 1938     GOOD             CGS
 QS0432
 QS0432                          STATION DESCRIPTION
 QS0432
 QS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0432'4.6 MI W FROM MC INTOSH.
 QS0432'4.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0432'RAILROAD FROM THE STATION AT MC INTOSH, CORSON COUNTY, 0.3 MILE
 QS0432'WEST OF MILEPOST 868, 150 FEET EAST OF THE CENTER OF THE CROSSING
 QS0432'OF A FIELD ROAD, 43.6 FEET SOUTH OF THE SOUTH RAIL, 43 FEET EAST
 QS0432'OF A POLE, AND IN LINE WITH THE ROW OF POLES.  A STANDARD DISK,
 QS0432'STAMPED W 119 1934 AND SET IN THE TOP OF A CONCRETE POST
 QS0432'PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0524 ***********************************************************************
 OT0524  DESIGNATION -  W 12
 OT0524  PID         -  OT0524
 OT0524  STATE/COUNTY-  SD/FALL RIVER
 OT0524  COUNTRY     -  US
 OT0524  USGS QUAD   -  MINNEKAHTA (2017)
 OT0524
 OT0524                         *CURRENT SURVEY CONTROL
 OT0524  ______________________________________________________________________
 OT0524* NAD 83(1986) POSITION- 43 24 32.     (N) 103 41 47.     (W)   SCALED
 OT0524* NAVD 88 ORTHO HEIGHT -  1261.680 (meters)     4139.36  (feet) ADJUSTED
 OT0524  ______________________________________________________________________
 OT0524  GEOID HEIGHT    -        -14.910 (meters)                     GEOID18
 OT0524  DYNAMIC HEIGHT  -       1261.129 (meters)     4137.55  (feet) COMP
 OT0524  MODELED GRAVITY -    980,137.8   (mgal)                       NAVD 88
 OT0524
 OT0524  VERT ORDER      -  FIRST     CLASS II
 OT0524
 OT0524.The horizontal coordinates were scaled from a map and have
 OT0524.an estimated accuracy of +/- 6 seconds.
 OT0524
 OT0524.The orthometric height was determined by differential leveling and
 OT0524.adjusted by the NATIONAL GEODETIC SURVEY
 OT0524.in June 1991.
 OT0524
 OT0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0524.GEOID18 height accuracy estimate available here.
 OT0524
 OT0524.Click photographs - Photos may exist for this station.
 OT0524
 OT0524.The dynamic height is computed by dividing the NAVD 88
 OT0524.geopotential number by the normal gravity value computed on the
 OT0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0524.degrees latitude (g = 980.6199 gals.).
 OT0524
 OT0524.The modeled gravity was interpolated from observed gravity values.
 OT0524
 OT0524;                    North         East    Units  Estimated Accuracy
 OT0524;SPC SD S     -   125,000.      327,700.      MT  (+/- 180 meters Scaled)
 OT0524
 OT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ055070(NAD 83)
 OT0524
 OT0524                          SUPERSEDED SURVEY CONTROL
 OT0524
 OT0524  NGVD 29 (??/??/92) 1261.105  (m)         4137.48   (f) ADJ UNCH    1 2
 OT0524
 OT0524.Superseded values are not recommended for survey control.
 OT0524
 OT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0524.See file dsdata.pdf to determine how the superseded data were derived.
 OT0524
 OT0524_MARKER: DB = BENCH MARK DISK
 OT0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0524_STAMPING: W 12 1926
 OT0524_MARK LOGO: CGS
 OT0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0524+STABILITY: SURFACE MOTION
 OT0524
 OT0524  HISTORY     - Date     Condition        Report By
 OT0524  HISTORY     - 1926     MONUMENTED       CGS
 OT0524  HISTORY     - 1963     GOOD             CGS
 OT0524
 OT0524                          STATION DESCRIPTION
 OT0524
 OT0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0524'1.6 MI S FROM MINNEKAHTA.
 OT0524'ABOUT 1.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0524'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0524'30, T 7 S, R 4 E, 13 1/2 POLES NORTH OF MILE POST 14, 42 1/2
 OT0524'FEET WEST OF THE WEST RAIL, 5 1/2 FEET SOUTHEAST OF A ROUND
 OT0524'CONCRETE POST, 5 FEET EAST OF A FENCE, 4.3 FEET EAST OF A METAL
 OT0524'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF
 OT0524'A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1927 ***********************************************************************
 PU1927  DESIGNATION -  W 120
 PU1927  PID         -  PU1927
 PU1927  STATE/COUNTY-  SD/BUTTE
 PU1927  COUNTRY     -  US
 PU1927  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1927
 PU1927                         *CURRENT SURVEY CONTROL
 PU1927  ______________________________________________________________________
 PU1927* NAD 83(1986) POSITION- 44 41 06.     (N) 103 46 11.     (W)   SCALED
 PU1927* NAVD 88 ORTHO HEIGHT -   916.029 (meters)     3005.34  (feet) ADJUSTED
 PU1927  ______________________________________________________________________
 PU1927  GEOID HEIGHT    -        -15.512 (meters)                     GEOID18
 PU1927  DYNAMIC HEIGHT  -        915.783 (meters)     3004.53  (feet) COMP
 PU1927  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 PU1927
 PU1927  VERT ORDER      -  SECOND    CLASS 0
 PU1927
 PU1927.The horizontal coordinates were scaled from a map and have
 PU1927.an estimated accuracy of +/- 6 seconds.
 PU1927
 PU1927.The orthometric height was determined by differential leveling and
 PU1927.adjusted by the NATIONAL GEODETIC SURVEY
 PU1927.in June 1991.
 PU1927
 PU1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1927.GEOID18 height accuracy estimate available here.
 PU1927
 PU1927.Click photographs - Photos may exist for this station.
 PU1927
 PU1927.The dynamic height is computed by dividing the NAVD 88
 PU1927.geopotential number by the normal gravity value computed on the
 PU1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1927.degrees latitude (g = 980.6199 gals.).
 PU1927
 PU1927.The modeled gravity was interpolated from observed gravity values.
 PU1927
 PU1927;                    North         East    Units  Estimated Accuracy
 PU1927;SPC SD N     -   101,600.      301,270.      MT  (+/- 180 meters Scaled)
 PU1927
 PU1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK974486(NAD 83)
 PU1927
 PU1927                          SUPERSEDED SURVEY CONTROL
 PU1927
 PU1927  NGVD 29 (??/??/92)  915.544  (m)         3003.75   (f) ADJ UNCH    2 0
 PU1927
 PU1927.Superseded values are not recommended for survey control.
 PU1927
 PU1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1927.See file dsdata.pdf to determine how the superseded data were derived.
 PU1927
 PU1927_MARKER: DB = BENCH MARK DISK
 PU1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1927_STAMPING: W 120 1934
 PU1927_MARK LOGO: CGS
 PU1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1927+STABILITY: SURFACE MOTION
 PU1927
 PU1927  HISTORY     - Date     Condition        Report By
 PU1927  HISTORY     - 1934     MONUMENTED       CGS
 PU1927  HISTORY     - 1962     GOOD             CGS
 PU1927
 PU1927                          STATION DESCRIPTION
 PU1927
 PU1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1927'4.6 MI E FROM BELLE FOURCHE.
 PU1927'4.6 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1927'THE STATION AT BELLE FOURCHE, ABOUT 0.35 MILE WEST OF MILE
 PU1927'POST NO 5, AT A GRADED ROAD CROSSING, 72 FEET NORTHWEST OF THE
 PU1927'CENTERLINE OF THE CROSSING, 45.3 FEET NORTH OF THE NORTH RAIL,
 PU1927'40.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 43 FEET NORTHWEST
 PU1927'OF THE NORTH END OF A 30 INCH PIPE CULVERT UNDER THE TRACK,
 PU1927'8 FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A FENCE LINE, 1.3
 PU1927'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A
 PU1927'CONCRETE POST WHICH IS ABOUT 0.4 OF A FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0715 ***********************************************************************
 PU0715  DESIGNATION -  W 121
 PU0715  PID         -  PU0715
 PU0715  STATE/COUNTY-  SD/BUTTE
 PU0715  COUNTRY     -  US
 PU0715  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU0715
 PU0715                         *CURRENT SURVEY CONTROL
 PU0715  ______________________________________________________________________
 PU0715* NAD 83(1986) POSITION- 44 50 41.     (N) 102 57 52.     (W)   SCALED
 PU0715* NAVD 88 ORTHO HEIGHT -   830.090 (meters)     2723.39  (feet) ADJUSTED
 PU0715  ______________________________________________________________________
 PU0715  GEOID HEIGHT    -        -17.298 (meters)                     GEOID18
 PU0715  DYNAMIC HEIGHT  -        829.903 (meters)     2722.77  (feet) COMP
 PU0715  MODELED GRAVITY -    980,364.1   (mgal)                       NAVD 88
 PU0715
 PU0715  VERT ORDER      -  SECOND    CLASS 0
 PU0715
 PU0715.The horizontal coordinates were scaled from a map and have
 PU0715.an estimated accuracy of +/- 6 seconds.
 PU0715
 PU0715.The orthometric height was determined by differential leveling and
 PU0715.adjusted by the NATIONAL GEODETIC SURVEY
 PU0715.in June 1991.
 PU0715
 PU0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0715.GEOID18 height accuracy estimate available here.
 PU0715
 PU0715.Click photographs - Photos may exist for this station.
 PU0715
 PU0715.The dynamic height is computed by dividing the NAVD 88
 PU0715.geopotential number by the normal gravity value computed on the
 PU0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0715.degrees latitude (g = 980.6199 gals.).
 PU0715
 PU0715.The modeled gravity was interpolated from observed gravity values.
 PU0715
 PU0715;                    North         East    Units  Estimated Accuracy
 PU0715;SPC SD N     -   116,680.      365,700.      MT  (+/- 180 meters Scaled)
 PU0715
 PU0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK608677(NAD 83)
 PU0715
 PU0715                          SUPERSEDED SURVEY CONTROL
 PU0715
 PU0715  NGVD 29 (??/??/92)  829.611  (m)         2721.82   (f) ADJ UNCH    2 0
 PU0715
 PU0715.Superseded values are not recommended for survey control.
 PU0715
 PU0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0715.See file dsdata.pdf to determine how the superseded data were derived.
 PU0715
 PU0715_MARKER: DB = BENCH MARK DISK
 PU0715_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0715_STAMPING: W 121 1934
 PU0715_MARK LOGO: CGS
 PU0715_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0715
 PU0715  HISTORY     - Date     Condition        Report By
 PU0715  HISTORY     - 1934     MONUMENTED       CGS
 PU0715  HISTORY     - 1962     GOOD             CGS
 PU0715
 PU0715                          STATION DESCRIPTION
 PU0715
 PU0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0715'3.5 MI SW FROM SULPHUR.
 PU0715'3.5 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0715'SULPHUR, 0.1 MILE NORTHEAST OF A WOODEN BRIDGE, 49 FEET NORTHWEST
 PU0715'OF THE CENTER LINE OF THE ROAD, 48 FEET NORTH OF THE NORTH
 PU0715'CORNER OF A STEEL CATTLEGUARD, 29 FEET NORTH-NORTHEAST OF A
 PU0715'FENCE JUNCTION, 10.2 FEET NORTHWEST OF A FENCE, 9.3 FEET
 PU0715'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 PU0715'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PU0715'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0007 ***********************************************************************
 PU0007  DESIGNATION -  W 122
 PU0007  PID         -  PU0007
 PU0007  STATE/COUNTY-  SD/MEADE
 PU0007  COUNTRY     -  US
 PU0007  USGS QUAD   -  OPAL EAST (2017)
 PU0007
 PU0007                         *CURRENT SURVEY CONTROL
 PU0007  ______________________________________________________________________
 PU0007* NAD 83(1986) POSITION- 44 59 37.74   (N) 102 23 01.10   (W)   HD_HELD1
 PU0007* NAVD 88 ORTHO HEIGHT -   854.098 (meters)     2802.15  (feet) ADJUSTED
 PU0007  ______________________________________________________________________
 PU0007  GEOID HEIGHT    -        -18.575 (meters)                     GEOID18
 PU0007  DYNAMIC HEIGHT  -        853.920 (meters)     2801.57  (feet) COMP
 PU0007  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 PU0007
 PU0007  VERT ORDER      -  SECOND    CLASS 0
 PU0007
 PU0007.The horizontal coordinates were determined by differentially corrected
 PU0007.hand held GPS observations or other comparable positioning techniques
 PU0007.and have an estimated accuracy of +/- 3 meters.
 PU0007
 PU0007.The orthometric height was determined by differential leveling and
 PU0007.adjusted by the NATIONAL GEODETIC SURVEY
 PU0007.in June 1991.
 PU0007
 PU0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0007.GEOID18 height accuracy estimate available here.
 PU0007
 PU0007.Click photographs - Photos may exist for this station.
 PU0007
 PU0007.The dynamic height is computed by dividing the NAVD 88
 PU0007.geopotential number by the normal gravity value computed on the
 PU0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0007.degrees latitude (g = 980.6199 gals.).
 PU0007
 PU0007.The modeled gravity was interpolated from observed gravity values.
 PU0007
 PU0007;                    North         East    Units  Estimated Accuracy
 PU0007;SPC SD N     -   131,722.3     412,075.9     MT  (+/- 3 meters HH1 GPS) 
 PU0007
 PU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0623185593(NAD 83)
 PU0007
 PU0007                          SUPERSEDED SURVEY CONTROL
 PU0007
 PU0007  NGVD 29 (??/??/92)  853.633  (m)         2800.63   (f) ADJ UNCH    2 0
 PU0007
 PU0007.Superseded values are not recommended for survey control.
 PU0007
 PU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0007.See file dsdata.pdf to determine how the superseded data were derived.
 PU0007
 PU0007_MARKER: DB = BENCH MARK DISK
 PU0007_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0007_STAMPING: W 122 1934
 PU0007_MARK LOGO: CGS
 PU0007_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0007
 PU0007  HISTORY     - Date     Condition        Report By
 PU0007  HISTORY     - 1934     MONUMENTED       CGS
 PU0007  HISTORY     - 1963     GOOD             CGS
 PU0007
 PU0007                          STATION DESCRIPTION
 PU0007
 PU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0007'11.5 MI SE FROM MAURINE.
 PU0007'ABOUT 0.7 MILES EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 PU0007'MAURINE, THENCE 10.8 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 PU0007'U.S. HIGHWAY 212, ON THE SOUTH SIDE OF THE ROAD AND ON THE EAST
 PU0007'SLOPE OF A SMALL HILL 0.15 MILE WEST OF A JOG IN THE ROAD, 40
 PU0007'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 66 FEET SOUTH OF THE
 PU0007'EAST-WEST FENCE LINE, 0.8 FEET NORTH OF A METAL WITNESS POST,
 PU0007'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0007'POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0312 ***********************************************************************
 QT0312  DESIGNATION -  W 124
 QT0312  PID         -  QT0312
 QT0312  STATE/COUNTY-  SD/BUTTE
 QT0312  COUNTRY     -  US
 QT0312  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0312
 QT0312                         *CURRENT SURVEY CONTROL
 QT0312  ______________________________________________________________________
 QT0312* NAD 83(1986) POSITION- 45 11 55.     (N) 103 31 37.     (W)   SCALED
 QT0312* NAVD 88 ORTHO HEIGHT -   909.688 (meters)     2984.53  (feet) ADJUSTED
 QT0312  ______________________________________________________________________
 QT0312  GEOID HEIGHT    -        -16.295 (meters)                     GEOID18
 QT0312  DYNAMIC HEIGHT  -        909.491 (meters)     2983.89  (feet) COMP
 QT0312  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 QT0312
 QT0312  VERT ORDER      -  SECOND    CLASS 0
 QT0312
 QT0312.The horizontal coordinates were scaled from a map and have
 QT0312.an estimated accuracy of +/- 6 seconds.
 QT0312
 QT0312.The orthometric height was determined by differential leveling and
 QT0312.adjusted by the NATIONAL GEODETIC SURVEY
 QT0312.in June 1991.
 QT0312
 QT0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0312.GEOID18 height accuracy estimate available here.
 QT0312
 QT0312.Click photographs - Photos may exist for this station.
 QT0312
 QT0312.The dynamic height is computed by dividing the NAVD 88
 QT0312.geopotential number by the normal gravity value computed on the
 QT0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0312.degrees latitude (g = 980.6199 gals.).
 QT0312
 QT0312.The modeled gravity was interpolated from observed gravity values.
 QT0312
 QT0312;                    North         East    Units  Estimated Accuracy
 QT0312;SPC SD N     -   157,750.      322,980.      MT  (+/- 180 meters Scaled)
 QT0312
 QT0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL156060(NAD 83)
 QT0312
 QT0312                          SUPERSEDED SURVEY CONTROL
 QT0312
 QT0312  NGVD 29 (??/??/92)  909.198  (m)         2982.93   (f) ADJ UNCH    2 0
 QT0312
 QT0312.Superseded values are not recommended for survey control.
 QT0312
 QT0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0312.See file dsdata.pdf to determine how the superseded data were derived.
 QT0312
 QT0312_MARKER: DB = BENCH MARK DISK
 QT0312_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0312_STAMPING: W 124 1934
 QT0312_MARK LOGO: CGS
 QT0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0312
 QT0312  HISTORY     - Date     Condition        Report By
 QT0312  HISTORY     - 1934     MONUMENTED       CGS
 QT0312  HISTORY     - 1938     GOOD             CGS
 QT0312  HISTORY     - 1973     MARK NOT FOUND   USGS
 QT0312  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0312
 QT0312                          STATION DESCRIPTION
 QT0312
 QT0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0312'4.5 MI W FROM MASON.
 QT0312'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 QT0312'AT MASON, BUTTE COUNTY, ABOUT 1 MILE EAST OF THE JUNCTION
 QT0312'WITH U.S. HIGHWAY 85, ABOUT 62 YARDS EAST OF A WOODEN BRIDGE,
 QT0312'32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2.5 FEET
 QT0312'NORTH OF A FENCE PARALLELING THE HIGHWAY.  A STANDARD DISK,
 QT0312'STAMPED W 124 1934 AND SET IN THE TOP OF A CONCRETE POST
 QT0312'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QT0312
 QT0312                          STATION RECOVERY (1973)
 QT0312
 QT0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QT0312'MARK NOT FOUND.
 QT0312
 QT0312                          STATION RECOVERY (1998)
 QT0312
 QT0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0312'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2401 ***********************************************************************
 PU2401  DESIGNATION -  W 125 RESET
 PU2401  PID         -  PU2401
 PU2401  STATE/COUNTY-  SD/MEADE
 PU2401  COUNTRY     -  US
 PU2401  USGS QUAD   -  AVANCE SE (2017)
 PU2401
 PU2401                         *CURRENT SURVEY CONTROL
 PU2401  ______________________________________________________________________
 PU2401* NAD 83(1986) POSITION- 44 51 48.     (N) 102 02 44.     (W)   SCALED
 PU2401* NAVD 88 ORTHO HEIGHT -   717.989 (meters)     2355.60  (feet) ADJUSTED
 PU2401  ______________________________________________________________________
 PU2401  GEOID HEIGHT    -        -19.678 (meters)                     GEOID18
 PU2401  DYNAMIC HEIGHT  -        717.837 (meters)     2355.10  (feet) COMP
 PU2401  MODELED GRAVITY -    980,381.7   (mgal)                       NAVD 88
 PU2401
 PU2401  VERT ORDER      -  FIRST     CLASS II
 PU2401
 PU2401.The horizontal coordinates were scaled from a map and have
 PU2401.an estimated accuracy of +/- 6 seconds.
 PU2401
 PU2401.The orthometric height was determined by differential leveling and
 PU2401.adjusted by the NATIONAL GEODETIC SURVEY
 PU2401.in July 1998.
 PU2401
 PU2401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2401.GEOID18 height accuracy estimate available here.
 PU2401
 PU2401.Click photographs - Photos may exist for this station.
 PU2401
 PU2401.The dynamic height is computed by dividing the NAVD 88
 PU2401.geopotential number by the normal gravity value computed on the
 PU2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2401.degrees latitude (g = 980.6199 gals.).
 PU2401
 PU2401.The modeled gravity was interpolated from observed gravity values.
 PU2401
 PU2401;                    North         East    Units  Estimated Accuracy
 PU2401;SPC SD N     -   116,500.      438,360.      MT  (+/- 180 meters Scaled)
 PU2401
 PU2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK334720(NAD 83)
 PU2401
 PU2401                          SUPERSEDED SURVEY CONTROL
 PU2401
 PU2401  NGVD 29 (04/17/07)  717.46   (m)         2353.9    (f) RESET       3  
 PU2401
 PU2401.Superseded values are not recommended for survey control.
 PU2401
 PU2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2401.See file dsdata.pdf to determine how the superseded data were derived.
 PU2401
 PU2401_MARKER: DV = VERTICAL CONTROL DISK
 PU2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2401_STAMPING: W 125 RESET 1987
 PU2401_MARK LOGO: NGS
 PU2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2401+STABILITY: SURFACE MOTION
 PU2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2401+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2401
 PU2401  HISTORY     - Date     Condition        Report By
 PU2401  HISTORY     - 1987     MONUMENTED       NGS
 PU2401  HISTORY     - 19960711 GOOD             NGS
 PU2401
 PU2401                          STATION DESCRIPTION
 PU2401
 PU2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2401'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2401'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2401'SOUTH, 18.6 KM (11.55 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST
 PU2401'IN FAITH), 38.1 M (125.0 FT) WEST FROM THE CENTER OF STATE
 PU2401'HIGHWAY 73, 0.3 M (1.0 FT) EAST FROM A WITNESS POST, 0.3 M (1.0 FT)
 PU2401'NORTH FROM A SECTION LINE FENCE, IN THE TOP OF A CONCRETE POST THAT
 PU2401'IS FLUSH WITH THE SURFACE.
 PU2401'AT THE SOUTHEAST CORNER OF THE SE 1/4, SECTION 33, T 11 N, R 17 E.
 PU2401
 PU2401                          STATION RECOVERY (1996)
 PU2401
 PU2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2401'17.8 KM (11.05 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2401'OF U.S. HIGHWAY 212 IN FAITH, 444.0 M (1456.7 FT) NORTH OF MILEPOST
 PU2401'163, 38.2 M (125.3 FT) WEST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 PU2401'WEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PU2401'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A
 PU2401'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0664 ***********************************************************************
 PT0664  DESIGNATION -  W 126
 PT0664  PID         -  PT0664
 PT0664  STATE/COUNTY-  SD/HAAKON
 PT0664  COUNTRY     -  US
 PT0664  USGS QUAD   -  HARTLEY (2017)
 PT0664
 PT0664                         *CURRENT SURVEY CONTROL
 PT0664  ______________________________________________________________________
 PT0664* NAD 83(1986) POSITION- 44 24 04.     (N) 101 50 25.     (W)   SCALED
 PT0664* NAVD 88 ORTHO HEIGHT -   758.986 (meters)     2490.11  (feet) ADJUSTED
 PT0664  ______________________________________________________________________
 PT0664  GEOID HEIGHT    -        -20.447 (meters)                     GEOID18
 PT0664  DYNAMIC HEIGHT  -        758.788 (meters)     2489.46  (feet) COMP
 PT0664  MODELED GRAVITY -    980,331.2   (mgal)                       NAVD 88
 PT0664
 PT0664  VERT ORDER      -  FIRST     CLASS II
 PT0664
 PT0664.The horizontal coordinates were scaled from a map and have
 PT0664.an estimated accuracy of +/- 6 seconds.
 PT0664
 PT0664.The orthometric height was determined by differential leveling and
 PT0664.adjusted by the NATIONAL GEODETIC SURVEY
 PT0664.in October 1997.
 PT0664
 PT0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0664.GEOID18 height accuracy estimate available here.
 PT0664
 PT0664.Click photographs - Photos may exist for this station.
 PT0664
 PT0664.The dynamic height is computed by dividing the NAVD 88
 PT0664.geopotential number by the normal gravity value computed on the
 PT0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0664.degrees latitude (g = 980.6199 gals.).
 PT0664
 PT0664.The modeled gravity was interpolated from observed gravity values.
 PT0664
 PT0664;                    North         East    Units  Estimated Accuracy
 PT0664;SPC SD S     -   230,810.      479,960.      MT  (+/- 180 meters Scaled)
 PT0664
 PT0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ738203(NAD 83)
 PT0664
 PT0664                          SUPERSEDED SURVEY CONTROL
 PT0664
 PT0664  NAVD 88 (06/15/91)  758.957  (m)         2490.01   (f) SUPERSEDED  1 2
 PT0664  NGVD 29 (??/??/92)  758.497  (m)         2488.50   (f) ADJ UNCH    1 2
 PT0664
 PT0664.Superseded values are not recommended for survey control.
 PT0664
 PT0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0664.See file dsdata.pdf to determine how the superseded data were derived.
 PT0664
 PT0664_MARKER: DB = BENCH MARK DISK
 PT0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0664_STAMPING: W 126 1934
 PT0664_MARK LOGO: CGS
 PT0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0664+STABILITY: SURFACE MOTION
 PT0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0664+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0664
 PT0664  HISTORY     - Date     Condition        Report By
 PT0664  HISTORY     - 1934     MONUMENTED       CGS
 PT0664  HISTORY     - 1962     GOOD             CGS
 PT0664  HISTORY     - 1981     GOOD             NGS
 PT0664  HISTORY     - 19950605 GOOD             NGS
 PT0664  HISTORY     - 20120612 GOOD             INDIV
 PT0664
 PT0664                          STATION DESCRIPTION
 PT0664
 PT0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0664'12 MI SW FROM MILESVILLE.
 PT0664'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0664'LUTHERAN HOUR AT MILESVILLE, THENCE 7.35 MILES WEST ALONG STATE
 PT0664'HIGHWAY 34 AND 73, THENCE 0.65 MILE WEST ALONG A GRAVEL ROAD
 PT0664'WHICH WAS FORMERLY HIGHWAY 34 AND 73, 75 FEET NORTH OF AN EAST-WEST
 PT0664'FENCE, 71 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 41 FEET
 PT0664'EAST OF A NORTH-SOUTH FENCE, 2.3 FEET WEST OF A METAL WITNESS POST,
 PT0664'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PT0664'PROJECTING ABOUT 6 INCHES.
 PT0664
 PT0664                          STATION RECOVERY (1981)
 PT0664
 PT0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0664'RECOVERED IN GOOD CONDITION.
 PT0664
 PT0664                          STATION RECOVERY (1995)
 PT0664
 PT0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0664'34.0 KM (21.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0664'OF STATE HIGHWAY 73 IN HOWES, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG A
 PT0664'GRAVELED ROAD, 21.4 M (70.2 FT) SOUTH OF THE ROAD CENTER, 12.5 M (41.0
 PT0664'FT) EAST OF A FENCE, 4.2 M (13.8 FT) SOUTH OF A WITNESS POST AND
 PT0664'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT
 PT0664'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS
 PT0664'ON PROPERTY OWNED BY HENRY HANSON, PHILIP, SD 57567, TELEPHONE NUMBER
 PT0664'(605) 544-3206.
 PT0664
 PT0664                          STATION RECOVERY (2012)
 PT0664
 PT0664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0893 ***********************************************************************
 PU0893  DESIGNATION -  W 127
 PU0893  PID         -  PU0893
 PU0893  STATE/COUNTY-  SD/MEADE
 PU0893  COUNTRY     -  US
 PU0893  USGS QUAD   -  ENNING (2017)
 PU0893
 PU0893                         *CURRENT SURVEY CONTROL
 PU0893  ______________________________________________________________________
 PU0893* NAD 83(1986) POSITION- 44 34 13.     (N) 102 35 01.     (W)   SCALED
 PU0893* NAVD 88 ORTHO HEIGHT -   918.795 (meters)     3014.41  (feet) ADJUSTED
 PU0893  ______________________________________________________________________
 PU0893  GEOID HEIGHT    -        -18.371 (meters)                     GEOID18
 PU0893  DYNAMIC HEIGHT  -        918.537 (meters)     3013.57  (feet) COMP
 PU0893  MODELED GRAVITY -    980,305.7   (mgal)                       NAVD 88
 PU0893
 PU0893  VERT ORDER      -  SECOND    CLASS 0
 PU0893
 PU0893.The horizontal coordinates were scaled from a map and have
 PU0893.an estimated accuracy of +/- 6 seconds.
 PU0893
 PU0893.The orthometric height was determined by differential leveling and
 PU0893.adjusted by the NATIONAL GEODETIC SURVEY
 PU0893.in June 1991.
 PU0893
 PU0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0893.GEOID18 height accuracy estimate available here.
 PU0893
 PU0893.Click photographs - Photos may exist for this station.
 PU0893
 PU0893.The dynamic height is computed by dividing the NAVD 88
 PU0893.geopotential number by the normal gravity value computed on the
 PU0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0893.degrees latitude (g = 980.6199 gals.).
 PU0893
 PU0893.The modeled gravity was interpolated from observed gravity values.
 PU0893
 PU0893;                    North         East    Units  Estimated Accuracy
 PU0893;SPC SD N     -    85,170.      394,810.      MT  (+/- 180 meters Scaled)
 PU0893
 PU0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK918380(NAD 83)
 PU0893
 PU0893                          SUPERSEDED SURVEY CONTROL
 PU0893
 PU0893  NGVD 29 (??/??/92)  918.311  (m)         3012.83   (f) ADJ UNCH    2 0
 PU0893
 PU0893.Superseded values are not recommended for survey control.
 PU0893
 PU0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0893.See file dsdata.pdf to determine how the superseded data were derived.
 PU0893
 PU0893_MARKER: DB = BENCH MARK DISK
 PU0893_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0893_STAMPING: W 127 1934
 PU0893_MARK LOGO: CGS
 PU0893_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0893
 PU0893  HISTORY     - Date     Condition        Report By
 PU0893  HISTORY     - 1934     MONUMENTED       CGS
 PU0893  HISTORY     - 1962     GOOD             CGS
 PU0893  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0893
 PU0893                          STATION DESCRIPTION
 PU0893
 PU0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0893'1.2 MI W FROM ENNING.
 PU0893'1.2 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0893'AT THE JUNCTION OF A DIM ROAD SOUTH, 37 FEET NORTHWEST OF THE
 PU0893'CENTER LINE OF THE HIGHWAY, 37 FEET NORTHWEST OF THE CENTER OF
 PU0893'THE JUNCTION OF THE ROAD SOUTH, 15 FEET SOUTHWEST OF TELEPHONE
 PU0893'POLE 1 M 30, 3.8 FEET SOUTH EAST OF A FENCE, 1.0 FOOT SOUTHEAST OF
 PU0893'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY AND IN THE TOP
 PU0893'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 PU0893
 PU0893                          STATION RECOVERY (1995)
 PU0893
 PU0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0893'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK W 127
 PU0893'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0893'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0894 ***********************************************************************
 PU0894  DESIGNATION -  W 127 RESET
 PU0894  PID         -  PU0894
 PU0894  STATE/COUNTY-  SD/MEADE
 PU0894  COUNTRY     -  US
 PU0894  USGS QUAD   -  ENNING (2017)
 PU0894
 PU0894                         *CURRENT SURVEY CONTROL
 PU0894  ______________________________________________________________________
 PU0894* NAD 83(1986) POSITION- 44 34 14.     (N) 102 35 03.     (W)   SCALED
 PU0894* NAVD 88 ORTHO HEIGHT -   917.726 (meters)     3010.91  (feet) ADJUSTED
 PU0894  ______________________________________________________________________
 PU0894  GEOID HEIGHT    -        -18.369 (meters)                     GEOID18
 PU0894  DYNAMIC HEIGHT  -        917.468 (meters)     3010.06  (feet) COMP
 PU0894  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 PU0894
 PU0894  VERT ORDER      -  FIRST     CLASS II
 PU0894
 PU0894.The horizontal coordinates were scaled from a map and have
 PU0894.an estimated accuracy of +/- 6 seconds.
 PU0894
 PU0894.The orthometric height was determined by differential leveling and
 PU0894.adjusted by the NATIONAL GEODETIC SURVEY
 PU0894.in October 1997.
 PU0894
 PU0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0894.GEOID18 height accuracy estimate available here.
 PU0894
 PU0894.Click photographs - Photos may exist for this station.
 PU0894
 PU0894.The dynamic height is computed by dividing the NAVD 88
 PU0894.geopotential number by the normal gravity value computed on the
 PU0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0894.degrees latitude (g = 980.6199 gals.).
 PU0894
 PU0894.The modeled gravity was interpolated from observed gravity values.
 PU0894
 PU0894;                    North         East    Units  Estimated Accuracy
 PU0894;SPC SD N     -    85,200.      394,770.      MT  (+/- 180 meters Scaled)
 PU0894
 PU0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK918380(NAD 83)
 PU0894
 PU0894                          SUPERSEDED SURVEY CONTROL
 PU0894
 PU0894.No superseded survey control is available for this station.
 PU0894
 PU0894_MARKER: DB = BENCH MARK DISK
 PU0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0894_STAMPING: W 127 RESET 1972
 PU0894_MARK LOGO: CGS
 PU0894_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0894+STABILITY: SURFACE MOTION
 PU0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0894+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0894
 PU0894  HISTORY     - Date     Condition        Report By
 PU0894  HISTORY     - 1972     MONUMENTED       NGS
 PU0894  HISTORY     - 19950605 GOOD             NGS
 PU0894
 PU0894                          STATION DESCRIPTION
 PU0894
 PU0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0894'1.2 MI W FROM ENNING.
 PU0894'1.2 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0894'WHERE THE HIGHWAY RUNS IN A NORTHEAST-SOUTHWEST DIRECTION AND THE
 PU0894'ABANDONED GRADE OF OLD HIGHWAY 34 IS VISIBLE LEADING OVER A HILL
 PU0894'TO THE NORTH-NORTHWEST, 99 FEET WEST OF THE CENTER OF THE HIGHWAY,
 PU0894'127 FEET WEST OF THE EXTENDED LINE OF A SECTION LINE FENCE LEADING
 PU0894'SOUTH, 1.2 FEET NORTH OF A METAL WITNESS POST, AND SET IN A ROUND
 PU0894'CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS AT HIGHWAY
 PU0894'STATON 429+00.  NOTE-- BENCH MARK W 127 WAS RECOVERED IN GOOD
 PU0894'CONDITION AS DESCRIBED, THE DISK WAS REMOVED FROM THE MARK AT THIS
 PU0894'TIME.
 PU0894
 PU0894                          STATION RECOVERY (1995)
 PU0894
 PU0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0894'7.2 KM (4.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0894'IN UNION CENTER, 588.0 M (1929.1 FT) EAST OF MILEPOST 85, 30.0 M (98.4
 PU0894'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) SOUTHEAST OF A
 PU0894'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PU0894'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU0894'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1474 ***********************************************************************
 PU1474  DESIGNATION -  W 128
 PU1474  PID         -  PU1474
 PU1474  STATE/COUNTY-  SD/MEADE
 PU1474  COUNTRY     -  US
 PU1474  USGS QUAD   -  FORT MEADE NE (2017)
 PU1474
 PU1474                         *CURRENT SURVEY CONTROL
 PU1474  ______________________________________________________________________
 PU1474* NAD 83(1986) POSITION- 44 27 44.     (N) 103 20 52.     (W)   SCALED
 PU1474* NAVD 88 ORTHO HEIGHT -   912.689 (meters)     2994.38  (feet) ADJUSTED
 PU1474  ______________________________________________________________________
 PU1474  GEOID HEIGHT    -        -16.180 (meters)                     GEOID18
 PU1474  DYNAMIC HEIGHT  -        912.421 (meters)     2993.50  (feet) COMP
 PU1474  MODELED GRAVITY -    980,293.3   (mgal)                       NAVD 88
 PU1474
 PU1474  VERT ORDER      -  SECOND    CLASS 0
 PU1474
 PU1474.The horizontal coordinates were scaled from a map and have
 PU1474.an estimated accuracy of +/- 6 seconds.
 PU1474
 PU1474.The orthometric height was determined by differential leveling and
 PU1474.adjusted by the NATIONAL GEODETIC SURVEY
 PU1474.in June 1991.
 PU1474
 PU1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1474.GEOID18 height accuracy estimate available here.
 PU1474
 PU1474.Click photographs - Photos may exist for this station.
 PU1474
 PU1474.The dynamic height is computed by dividing the NAVD 88
 PU1474.geopotential number by the normal gravity value computed on the
 PU1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1474.degrees latitude (g = 980.6199 gals.).
 PU1474
 PU1474.The modeled gravity was interpolated from observed gravity values.
 PU1474
 PU1474;                    North         East    Units  Estimated Accuracy
 PU1474;SPC SD N     -    75,390.      333,660.      MT  (+/- 180 meters Scaled)
 PU1474
 PU1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK314245(NAD 83)
 PU1474
 PU1474                          SUPERSEDED SURVEY CONTROL
 PU1474
 PU1474  NGVD 29 (??/??/92)  912.21   (m)         2992.8    (f) COMPUTED    2 0
 PU1474
 PU1474.Superseded values are not recommended for survey control.
 PU1474
 PU1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1474.See file dsdata.pdf to determine how the superseded data were derived.
 PU1474
 PU1474_MARKER: DB = BENCH MARK DISK
 PU1474_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1474_STAMPING: W 128 1934
 PU1474_MARK LOGO: CGS
 PU1474_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1474
 PU1474  HISTORY     - Date     Condition        Report By
 PU1474  HISTORY     - 1934     MONUMENTED       CGS
 PU1474  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1474
 PU1474                          STATION DESCRIPTION
 PU1474
 PU1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1474'10 MI E FROM STURGIS.
 PU1474'ABOUT 10 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY
 PU1474'COURTHOUSE AT STURGIS, 67 YARDS SOUTHWEST OF THE WEST END OF AN
 PU1474'18-INCH CONCRETE CULVERT UNDER AN OLD HIGHWAY, AT A RIGHT-ANGLE
 PU1474'TURN, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1474'AND 2.8 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 PU1474'W 128 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1474'6 INCHES ABOVE GROUND.
 PU1474
 PU1474                          STATION RECOVERY (1963)
 PU1474
 PU1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1474'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0307 ***********************************************************************
 PU0307  DESIGNATION -  W 129
 PU0307  PID         -  PU0307
 PU0307  STATE/COUNTY-  SD/PENNINGTON
 PU0307  COUNTRY     -  US
 PU0307  USGS QUAD   -  WASTA (2017)
 PU0307
 PU0307                         *CURRENT SURVEY CONTROL
 PU0307  ______________________________________________________________________
 PU0307* NAD 83(1986) POSITION- 44 06 24.53   (N) 102 29 17.26   (W)   HD_HELD1
 PU0307* NAVD 88 ORTHO HEIGHT -   829.767 (meters)     2722.33  (feet) ADJUSTED
 PU0307  ______________________________________________________________________
 PU0307  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 PU0307  DYNAMIC HEIGHT  -        829.526 (meters)     2721.54  (feet) COMP
 PU0307  MODELED GRAVITY -    980,300.1   (mgal)                       NAVD 88
 PU0307
 PU0307  VERT ORDER      -  SECOND    CLASS 0
 PU0307
 PU0307.The horizontal coordinates were determined by differentially corrected
 PU0307.hand held GPS observations or other comparable positioning techniques
 PU0307.and have an estimated accuracy of +/- 3 meters.
 PU0307
 PU0307.The orthometric height was determined by differential leveling and
 PU0307.adjusted by the NATIONAL GEODETIC SURVEY
 PU0307.in June 1991.
 PU0307
 PU0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0307.GEOID18 height accuracy estimate available here.
 PU0307
 PU0307.Click photographs - Photos may exist for this station.
 PU0307
 PU0307.The dynamic height is computed by dividing the NAVD 88
 PU0307.geopotential number by the normal gravity value computed on the
 PU0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0307.degrees latitude (g = 980.6199 gals.).
 PU0307
 PU0307.The modeled gravity was interpolated from observed gravity values.
 PU0307
 PU0307;                    North         East    Units  Estimated Accuracy
 PU0307;SPC SD S     -   199,260.2     427,511.7     MT  (+/- 3 meters HH1 GPS) 
 PU0307
 PU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0102786804(NAD 83)
 PU0307
 PU0307                          SUPERSEDED SURVEY CONTROL
 PU0307
 PU0307  NGVD 29 (??/??/92)  829.306  (m)         2720.81   (f) ADJ UNCH    2 0
 PU0307
 PU0307.Superseded values are not recommended for survey control.
 PU0307
 PU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0307.See file dsdata.pdf to determine how the superseded data were derived.
 PU0307
 PU0307_MARKER: DB = BENCH MARK DISK
 PU0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0307_STAMPING: W 129 1934
 PU0307_MARK LOGO: CGS
 PU0307_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0307+STABILITY: SURFACE MOTION
 PU0307
 PU0307  HISTORY     - Date     Condition        Report By
 PU0307  HISTORY     - 1934     MONUMENTED       CGS
 PU0307  HISTORY     - 1962     GOOD             CGS
 PU0307
 PU0307                          STATION DESCRIPTION
 PU0307
 PU0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0307'4.2 MI NW FROM WASTA.
 PU0307'ABOUT 0.3 MILE NORTHWEST ALONG A PAVED ROAD FROM THE CHICAGO
 PU0307'AND NORTH WESTERN RAILWAY STATION AT WASTA, THENCE 0.35 MILE
 PU0307'SOUTHWEST ALONG U.S. HIGHWAYS 16 AND 14, THENCE 3.6 MILES
 PU0307'NORTHWEST ALONG A GRAVELED ROAD, IN THE NORTHEAST 1/4 OF SECTION
 PU0307'25, T2N, R13E, ON THE OUTSIDE OF A CURVE IN THE ROAD, 35 FEET
 PU0307'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A
 PU0307'POWER POLE WHICH SUPPORTS A POWER LINE THAT CROSSES THE ROAD, 2
 PU0307'FEET EAST OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST,
 PU0307'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0307'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1202 ***********************************************************************
 PT1202  DESIGNATION -  W 13 RESET
 PT1202  PID         -  PT1202
 PT1202  STATE/COUNTY-  SD/STANLEY
 PT1202  COUNTRY     -  US
 PT1202  USGS QUAD   -  PIERRE (2017)
 PT1202
 PT1202                         *CURRENT SURVEY CONTROL
 PT1202  ______________________________________________________________________
 PT1202* NAD 83(1986) POSITION- 44 22 20.     (N) 100 22 26.     (W)   SCALED
 PT1202* NAVD 88 ORTHO HEIGHT -   441.41  (meters)     1448.2   (feet) RESET
 PT1202  ______________________________________________________________________
 PT1202  GEOID HEIGHT    -        -23.426 (meters)                     GEOID18
 PT1202  VERT ORDER      -  THIRD
 PT1202
 PT1202.The horizontal coordinates were scaled from a map and have
 PT1202.an estimated accuracy of +/- 6 seconds.
 PT1202
 PT1202.The orthometric height was computed from unverified reset data.
 PT1202
 PT1202.No vertical observational check was made to the station.
 PT1202
 PT1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1202.GEOID18 height accuracy estimate available here.
 PT1202
 PT1202.Click photographs - Photos may exist for this station.
 PT1202
 PT1202;                    North         East    Units  Estimated Accuracy
 PT1202;SPC SD S     -   226,510.      596,770.      MT  (+/- 180 meters Scaled)
 PT1202
 PT1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ905141(NAD 83)
 PT1202
 PT1202                          SUPERSEDED SURVEY CONTROL
 PT1202
 PT1202  NGVD 29 (04/17/07)  441.03   (m)         1446.9    (f) RESET       3  
 PT1202
 PT1202.Superseded values are not recommended for survey control.
 PT1202
 PT1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1202.See file dsdata.pdf to determine how the superseded data were derived.
 PT1202
 PT1202_MARKER: DV = VERTICAL CONTROL DISK
 PT1202_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PT1202_SP_SET: LARGE BRIDGE PIER
 PT1202_STAMPING: W 13 RESET 1986
 PT1202_MARK LOGO: NGS
 PT1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1202+SATELLITE: SATELLITE OBSERVATIONS - 1986
 PT1202
 PT1202  HISTORY     - Date     Condition        Report By
 PT1202  HISTORY     - 1986     MONUMENTED       NGS
 PT1202
 PT1202                          STATION DESCRIPTION
 PT1202
 PT1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 PT1202'ON TOP OF THE WEST PIER, ON THE DOWNSTREAM SIDE OF U.S. HIGHWAY 83
 PT1202'BRIDGE OVER THE MISSOURI RIVER. ABOUT 1 M (3.3 FT) ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1507 ***********************************************************************
 PU1507  DESIGNATION -  W 131
 PU1507  PID         -  PU1507
 PU1507  STATE/COUNTY-  SD/PENNINGTON
 PU1507  COUNTRY     -  US
 PU1507  USGS QUAD   -  BOX ELDER (2017)
 PU1507
 PU1507                         *CURRENT SURVEY CONTROL
 PU1507  ______________________________________________________________________
 PU1507* NAD 83(1986) POSITION- 44 06 45.     (N) 103 04 01.     (W)   SCALED
 PU1507* NAVD 88 ORTHO HEIGHT -   924.009 (meters)     3031.52  (feet) ADJUSTED
 PU1507  ______________________________________________________________________
 PU1507  GEOID HEIGHT    -        -16.688 (meters)                     GEOID18
 PU1507  DYNAMIC HEIGHT  -        923.707 (meters)     3030.53  (feet) COMP
 PU1507  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 PU1507
 PU1507  VERT ORDER      -  SECOND    CLASS 0
 PU1507
 PU1507.The horizontal coordinates were scaled from a map and have
 PU1507.an estimated accuracy of +/- 6 seconds.
 PU1507
 PU1507.The orthometric height was determined by differential leveling and
 PU1507.adjusted by the NATIONAL GEODETIC SURVEY
 PU1507.in June 1991.
 PU1507
 PU1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1507.GEOID18 height accuracy estimate available here.
 PU1507
 PU1507.Click photographs - Photos may exist for this station.
 PU1507
 PU1507.The dynamic height is computed by dividing the NAVD 88
 PU1507.geopotential number by the normal gravity value computed on the
 PU1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1507.degrees latitude (g = 980.6199 gals.).
 PU1507
 PU1507.The modeled gravity was interpolated from observed gravity values.
 PU1507
 PU1507;                    North         East    Units  Estimated Accuracy
 PU1507;SPC SD S     -   201,260.      381,210.      MT  (+/- 180 meters Scaled)
 PU1507
 PU1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ546861(NAD 83)
 PU1507
 PU1507                          SUPERSEDED SURVEY CONTROL
 PU1507
 PU1507  NGVD 29 (??/??/92)  923.54   (m)         3030.0    (f) COMPUTED    2 0
 PU1507
 PU1507.Superseded values are not recommended for survey control.
 PU1507
 PU1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1507.See file dsdata.pdf to determine how the superseded data were derived.
 PU1507
 PU1507_MARKER: DB = BENCH MARK DISK
 PU1507_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1507_STAMPING: W 131 1934
 PU1507_MARK LOGO: CGS
 PU1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1507
 PU1507  HISTORY     - Date     Condition        Report By
 PU1507  HISTORY     - 1934     MONUMENTED       CGS
 PU1507  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1507
 PU1507                          STATION DESCRIPTION
 PU1507
 PU1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1507'8.7 MI E FROM RAPID CITY.
 PU1507'LOCATED 8.7 MILES EAST OF THE CHICAGO AND NORTHWESTERN RWY.
 PU1507'STATION AT RAPID CITY, 100 YDS. EAST OF THE BOX ELDER STATION,
 PU1507'60 YDS. SOUTHWEST OF THE SOUTHWEST CORNER OF CATTLE CORRALS,
 PU1507'53.7 FT. SOUTH OF SOUTH RAIL OF NORTH SIDE TRACK, 39.5 FT.
 PU1507'SOUTH OF SOUTH RAIL OF MAINLINE TRACK, IN LINE WITH TELEGRAPH
 PU1507'POLES.  STANDARD TABLET SET IN TOP OF CONCRETE POST 2 IN HIGH.
 PU1507'A STANDARD DISK, STAMPED W 131 1934.
 PU1507
 PU1507                          STATION RECOVERY (1962)
 PU1507
 PU1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0193 ***********************************************************************
 OT0193  DESIGNATION -  W 132
 OT0193  PID         -  OT0193
 OT0193  STATE/COUNTY-  SD/SHANNON
 OT0193  COUNTRY     -  US
 OT0193  USGS QUAD   -  EVERGREEN SW (2017)
 OT0193
 OT0193                         *CURRENT SURVEY CONTROL
 OT0193  ______________________________________________________________________
 OT0193* NAD 83(1986) POSITION- 43 18 01.     (N) 102 28 05.     (W)   SCALED
 OT0193* NAVD 88 ORTHO HEIGHT -   887.233 (meters)     2910.86  (feet) ADJUSTED
 OT0193  ______________________________________________________________________
 OT0193  GEOID HEIGHT    -        -18.328 (meters)                     GEOID18
 OT0193  DYNAMIC HEIGHT  -        886.886 (meters)     2909.73  (feet) COMP
 OT0193  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 OT0193
 OT0193  VERT ORDER      -  SECOND    CLASS 0
 OT0193
 OT0193.The horizontal coordinates were scaled from a map and have
 OT0193.an estimated accuracy of +/- 6 seconds.
 OT0193
 OT0193.The orthometric height was determined by differential leveling and
 OT0193.adjusted by the NATIONAL GEODETIC SURVEY
 OT0193.in June 1991.
 OT0193
 OT0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0193.GEOID18 height accuracy estimate available here.
 OT0193
 OT0193.Click photographs - Photos may exist for this station.
 OT0193
 OT0193.The dynamic height is computed by dividing the NAVD 88
 OT0193.geopotential number by the normal gravity value computed on the
 OT0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0193.degrees latitude (g = 980.6199 gals.).
 OT0193
 OT0193.The modeled gravity was interpolated from observed gravity values.
 OT0193
 OT0193;                    North         East    Units  Estimated Accuracy
 OT0193;SPC SD S     -   109,640.      426,820.      MT  (+/- 180 meters Scaled)
 OT0193
 OT0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH053972(NAD 83)
 OT0193
 OT0193                          SUPERSEDED SURVEY CONTROL
 OT0193
 OT0193  NGVD 29 (??/??/92)  886.769  (m)         2909.34   (f) ADJ UNCH    2 0
 OT0193
 OT0193.Superseded values are not recommended for survey control.
 OT0193
 OT0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0193.See file dsdata.pdf to determine how the superseded data were derived.
 OT0193
 OT0193_MARKER: DB = BENCH MARK DISK
 OT0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0193_STAMPING: W 132 1934
 OT0193_MARK LOGO: CGS
 OT0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0193+STABILITY: SURFACE MOTION
 OT0193
 OT0193  HISTORY     - Date     Condition        Report By
 OT0193  HISTORY     - 1934     MONUMENTED       CGS
 OT0193  HISTORY     - 1948     GOOD             CGS
 OT0193
 OT0193                          STATION DESCRIPTION
 OT0193
 OT0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OT0193'5.4 MI N FROM MANDERSON.
 OT0193'5.4 MILES NORTH ALONG THE ROAD LEADING TO SCENIC FROM MANDERSON,
 OT0193'SHANNON COUNTY, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 OT0193'26.5 FEET NORTH OF A GATEPOST.  A STANDARD DISK, STAMPED W 132
 OT0193'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 OT0193'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0390 ***********************************************************************
 OT0390  DESIGNATION -  W 133
 OT0390  PID         -  OT0390
 OT0390  STATE/COUNTY-  SD/FALL RIVER
 OT0390  COUNTRY     -  US
 OT0390  USGS QUAD   -  BUFFALO GAP (2017)
 OT0390
 OT0390                         *CURRENT SURVEY CONTROL
 OT0390  ______________________________________________________________________
 OT0390* NAD 83(1986) POSITION- 43 23 38.     (N) 103 16 13.     (W)   SCALED
 OT0390* NAVD 88 ORTHO HEIGHT -   916.969 (meters)     3008.42  (feet) ADJUSTED
 OT0390  ______________________________________________________________________
 OT0390  GEOID HEIGHT    -        -16.544 (meters)                     GEOID18
 OT0390  DYNAMIC HEIGHT  -        916.598 (meters)     3007.21  (feet) COMP
 OT0390  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 OT0390
 OT0390  VERT ORDER      -  SECOND    CLASS 0
 OT0390
 OT0390.The horizontal coordinates were scaled from a map and have
 OT0390.an estimated accuracy of +/- 6 seconds.
 OT0390
 OT0390.The orthometric height was determined by differential leveling and
 OT0390.adjusted by the NATIONAL GEODETIC SURVEY
 OT0390.in June 1991.
 OT0390
 OT0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0390.GEOID18 height accuracy estimate available here.
 OT0390
 OT0390.Click photographs - Photos may exist for this station.
 OT0390
 OT0390.The dynamic height is computed by dividing the NAVD 88
 OT0390.geopotential number by the normal gravity value computed on the
 OT0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0390.degrees latitude (g = 980.6199 gals.).
 OT0390
 OT0390.The modeled gravity was interpolated from observed gravity values.
 OT0390
 OT0390;                    North         East    Units  Estimated Accuracy
 OT0390;SPC SD S     -   122,020.      362,120.      MT  (+/- 180 meters Scaled)
 OT0390
 OT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ400060(NAD 83)
 OT0390
 OT0390                          SUPERSEDED SURVEY CONTROL
 OT0390
 OT0390  NGVD 29 (??/??/92)  916.514  (m)         3006.93   (f) ADJ UNCH    2 0
 OT0390
 OT0390.Superseded values are not recommended for survey control.
 OT0390
 OT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0390.See file dsdata.pdf to determine how the superseded data were derived.
 OT0390
 OT0390_MARKER: DB = BENCH MARK DISK
 OT0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0390_SP_SET: BRIDGE ABUTMENT
 OT0390_STAMPING: W 133 1934
 OT0390_MARK LOGO: CGS
 OT0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0390
 OT0390  HISTORY     - Date     Condition        Report By
 OT0390  HISTORY     - 1934     MONUMENTED       CGS
 OT0390
 OT0390                          STATION DESCRIPTION
 OT0390
 OT0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0390'1 MI S FROM ORAL.
 OT0390'1 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 OT0390'STATION AT ORAL, FALL RIVER COUNTY, ACROSS THE TRACK FROM MILEPOST
 OT0390'82-1/2, AT A BRIDGE OVER A CREEK, IN THE TOP OF THE WEST END
 OT0390'OF THE SOUTH CONCRETE ABUTMENT, AND 6.9 FEET WEST OF THE WEST
 OT0390'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED W 133 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0219 ***********************************************************************
 OT0219  DESIGNATION -  W 134
 OT0219  PID         -  OT0219
 OT0219  STATE/COUNTY-  SD/SHANNON
 OT0219  COUNTRY     -  US
 OT0219  USGS QUAD   -  PINE RIDGE (2017)
 OT0219
 OT0219                         *CURRENT SURVEY CONTROL
 OT0219  ______________________________________________________________________
 OT0219* NAD 83(1986) POSITION- 43 01 32.     (N) 102 33 29.     (W)   SCALED
 OT0219* NAVD 88 ORTHO HEIGHT -   987.000 (meters)     3238.18  (feet) ADJUSTED
 OT0219  ______________________________________________________________________
 OT0219  GEOID HEIGHT    -        -18.114 (meters)                     GEOID18
 OT0219  DYNAMIC HEIGHT  -        986.563 (meters)     3236.75  (feet) COMP
 OT0219  MODELED GRAVITY -    980,143.9   (mgal)                       NAVD 88
 OT0219
 OT0219  VERT ORDER      -  SECOND    CLASS 0
 OT0219
 OT0219.The horizontal coordinates were scaled from a map and have
 OT0219.an estimated accuracy of +/- 6 seconds.
 OT0219
 OT0219.The orthometric height was determined by differential leveling and
 OT0219.adjusted by the NATIONAL GEODETIC SURVEY
 OT0219.in June 1991.
 OT0219
 OT0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0219.GEOID18 height accuracy estimate available here.
 OT0219
 OT0219.Click photographs - Photos may exist for this station.
 OT0219
 OT0219.The dynamic height is computed by dividing the NAVD 88
 OT0219.geopotential number by the normal gravity value computed on the
 OT0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0219.degrees latitude (g = 980.6199 gals.).
 OT0219
 OT0219.The modeled gravity was interpolated from observed gravity values.
 OT0219
 OT0219;                    North         East    Units  Estimated Accuracy
 OT0219;SPC SD S     -    79,330.      418,700.      MT  (+/- 180 meters Scaled)
 OT0219
 OT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH989665(NAD 83)
 OT0219
 OT0219                          SUPERSEDED SURVEY CONTROL
 OT0219
 OT0219  NGVD 29 (??/??/92)  986.504  (m)         3236.56   (f) ADJ UNCH    2 0
 OT0219
 OT0219.Superseded values are not recommended for survey control.
 OT0219
 OT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0219.See file dsdata.pdf to determine how the superseded data were derived.
 OT0219
 OT0219_MARKER: DB = BENCH MARK DISK
 OT0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0219_STAMPING: W 134 1934
 OT0219_MARK LOGO: CGS
 OT0219_PROJECTION: FLUSH
 OT0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0219+STABILITY: SURFACE MOTION
 OT0219
 OT0219  HISTORY     - Date     Condition        Report By
 OT0219  HISTORY     - 1934     MONUMENTED       CGS
 OT0219  HISTORY     - 1966     GOOD             USGS
 OT0219  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0219
 OT0219                          STATION DESCRIPTION
 OT0219
 OT0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0219'AT PINE RIDGE.
 OT0219'AT PINE RIDGE, SHANNON COUNTY, IN THE GROUNDS OF THE INDIAN
 OT0219'AGENCY OFFICE BUILDING, 39 FEET NORTH OF THE CENTERLINE OF THE
 OT0219'MAIN EAST-AND-WEST STREET, 36.7 FEET EAST OF THE CONCRETE BORDER
 OT0219'OF THE BUILDING STEPS, 11 FEET SOUTH OF THE SOUTHEAST CORNER
 OT0219'OF THE BUILDING, 4.3 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK
 OT0219'PARALLELING THE MAIN STREET, AND 2.3 FEET WEST OF THE WEST EDGE
 OT0219'OF A WALK LEADING NORTH ALONG THE EAST SIDE OF THE BUILDING.
 OT0219'A STANDARD DISK, STAMPED W 134 1934 AND SET IN THE TOP OF A
 OT0219'CONCRETE POST LEVEL WITH THE GROUND.
 OT0219
 OT0219                          STATION RECOVERY (1966)
 OT0219
 OT0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0219'RECOVERED IN GOOD CONDITION.
 OT0219
 OT0219                          STATION RECOVERY (1993)
 OT0219
 OT0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0426 ***********************************************************************
 OT0426  DESIGNATION -  W 135
 OT0426  PID         -  OT0426
 OT0426  STATE/COUNTY-  SD/FALL RIVER
 OT0426  COUNTRY     -  US
 OT0426  USGS QUAD   -  OELRICHS (2017)
 OT0426
 OT0426                         *CURRENT SURVEY CONTROL
 OT0426  ______________________________________________________________________
 OT0426* NAD 83(1986) POSITION- 43 11 24.     (N) 103 13 53.     (W)   SCALED
 OT0426* NAVD 88 ORTHO HEIGHT -  1017.183 (meters)     3337.21  (feet) ADJUSTED
 OT0426  ______________________________________________________________________
 OT0426  GEOID HEIGHT    -        -16.956 (meters)                     GEOID18
 OT0426  DYNAMIC HEIGHT  -       1016.735 (meters)     3335.74  (feet) COMP
 OT0426  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 OT0426
 OT0426  VERT ORDER      -  SECOND    CLASS 0
 OT0426
 OT0426.The horizontal coordinates were scaled from a map and have
 OT0426.an estimated accuracy of +/- 6 seconds.
 OT0426
 OT0426.The orthometric height was determined by differential leveling and
 OT0426.adjusted by the NATIONAL GEODETIC SURVEY
 OT0426.in June 1991.
 OT0426
 OT0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0426.GEOID18 height accuracy estimate available here.
 OT0426
 OT0426.Click photographs - Photos may exist for this station.
 OT0426
 OT0426.The dynamic height is computed by dividing the NAVD 88
 OT0426.geopotential number by the normal gravity value computed on the
 OT0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0426.degrees latitude (g = 980.6199 gals.).
 OT0426
 OT0426.The modeled gravity was interpolated from observed gravity values.
 OT0426
 OT0426;                    North         East    Units  Estimated Accuracy
 OT0426;SPC SD S     -    99,280.      364,480.      MT  (+/- 180 meters Scaled)
 OT0426
 OT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH437834(NAD 83)
 OT0426
 OT0426                          SUPERSEDED SURVEY CONTROL
 OT0426
 OT0426  NGVD 29 (??/??/92) 1016.653  (m)         3335.47   (f) ADJ UNCH    2 0
 OT0426
 OT0426.Superseded values are not recommended for survey control.
 OT0426
 OT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0426.See file dsdata.pdf to determine how the superseded data were derived.
 OT0426
 OT0426_MARKER: DB = BENCH MARK DISK
 OT0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0426_STAMPING: W 135 1934
 OT0426_MARK LOGO: CGS
 OT0426_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0426+STABILITY: SURFACE MOTION
 OT0426
 OT0426  HISTORY     - Date     Condition        Report By
 OT0426  HISTORY     - 1934     MONUMENTED       CGS
 OT0426  HISTORY     - 1934     GOOD             CGS
 OT0426  HISTORY     - 19930919 MARK NOT FOUND   NGS
 OT0426
 OT0426                          STATION DESCRIPTION
 OT0426
 OT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0426'0.4 MI N FROM OELRICHS.
 OT0426'0.4 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0426'THE STATION AT OELRICHS, FALL RIVER COUNTY, 49 FEET NORTHEAST
 OT0426'OF THE CENTERLINE OF STATE HIGHWAY 52, 46.6 FEET WEST OF THE
 OT0426'WEST RAIL OF THE MAIN TRACK, 37.2 FEET WEST OF THE WEST RAIL
 OT0426'OF A SIDETRACK, 14.5 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER,
 OT0426'AND 1.8 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED W
 OT0426'135 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OT0426'INCHES ABOVE GROUND.
 OT0426
 OT0426                          STATION RECOVERY (1993)
 OT0426
 OT0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0175 ***********************************************************************
 OS0175  DESIGNATION -  W 136
 OS0175  PID         -  OS0175
 OS0175  STATE/COUNTY-  SD/TODD
 OS0175  COUNTRY     -  US
 OS0175  USGS QUAD   -  SAINT FRANCIS (2017)
 OS0175
 OS0175                         *CURRENT SURVEY CONTROL
 OS0175  ______________________________________________________________________
 OS0175* NAD 83(1986) POSITION- 43 14 48.     (N) 100 53 20.     (W)   SCALED
 OS0175* NAVD 88 ORTHO HEIGHT -   824.367 (meters)     2704.61  (feet) ADJUSTED
 OS0175  ______________________________________________________________________
 OS0175  GEOID HEIGHT    -        -22.307 (meters)                     GEOID18
 OS0175  DYNAMIC HEIGHT  -        824.047 (meters)     2703.56  (feet) COMP
 OS0175  MODELED GRAVITY -    980,204.8   (mgal)                       NAVD 88
 OS0175
 OS0175  VERT ORDER      -  SECOND    CLASS 0
 OS0175
 OS0175.The horizontal coordinates were scaled from a map and have
 OS0175.an estimated accuracy of +/- 6 seconds.
 OS0175
 OS0175.The orthometric height was determined by differential leveling and
 OS0175.adjusted by the NATIONAL GEODETIC SURVEY
 OS0175.in June 1991.
 OS0175
 OS0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0175.GEOID18 height accuracy estimate available here.
 OS0175
 OS0175.Click photographs - Photos may exist for this station.
 OS0175
 OS0175.The dynamic height is computed by dividing the NAVD 88
 OS0175.geopotential number by the normal gravity value computed on the
 OS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0175.degrees latitude (g = 980.6199 gals.).
 OS0175
 OS0175.The modeled gravity was interpolated from observed gravity values.
 OS0175
 OS0175;                    North         East    Units  Estimated Accuracy
 OS0175;SPC SD S     -   101,610.      554,890.      MT  (+/- 180 meters Scaled)
 OS0175
 OS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN466899(NAD 83)
 OS0175
 OS0175                          SUPERSEDED SURVEY CONTROL
 OS0175
 OS0175  NGVD 29 (??/??/92)  823.979  (m)         2703.34   (f) ADJ UNCH    2 0
 OS0175
 OS0175.Superseded values are not recommended for survey control.
 OS0175
 OS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0175.See file dsdata.pdf to determine how the superseded data were derived.
 OS0175
 OS0175_MARKER: DB = BENCH MARK DISK
 OS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0175_STAMPING: W 136 1934
 OS0175_MARK LOGO: CGS
 OS0175_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0175+STABILITY: SURFACE MOTION
 OS0175
 OS0175  HISTORY     - Date     Condition        Report By
 OS0175  HISTORY     - 1934     MONUMENTED       CGS
 OS0175
 OS0175                          STATION DESCRIPTION
 OS0175
 OS0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0175'2.1 MI W FROM ROSEBUD.
 OS0175'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 18 FROM ROSEBUD,
 OS0175'TODD COUNTY, AT THE TOP OF A HILL BETWEEN THE HIGHWAY
 OS0175'AND AN OLD ROAD, ABOUT 150 YARDS SOUTH OF THE GUARD RAIL, AND
 OS0175'45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 OS0175'DISK, STAMPED W 136 1934 AND SET IN THE TOP OF A CONCRETE POST
 OS0175'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0055 ***********************************************************************
 OS0055  DESIGNATION -  W 137
 OS0055  PID         -  OS0055
 OS0055  STATE/COUNTY-  SD/TRIPP
 OS0055  COUNTRY     -  US
 OS0055  USGS QUAD   -  CARTER (2017)
 OS0055
 OS0055                         *CURRENT SURVEY CONTROL
 OS0055  ______________________________________________________________________
 OS0055* NAD 83(1986) POSITION- 43 27 33.     (N) 100 07 44.     (W)   SCALED
 OS0055* NAVD 88 ORTHO HEIGHT -   612.319 (meters)     2008.92  (feet) ADJUSTED
 OS0055  ______________________________________________________________________
 OS0055  GEOID HEIGHT    -        -25.058 (meters)                     GEOID18
 OS0055  DYNAMIC HEIGHT  -        612.102 (meters)     2008.20  (feet) COMP
 OS0055  MODELED GRAVITY -    980,246.0   (mgal)                       NAVD 88
 OS0055
 OS0055  VERT ORDER      -  SECOND    CLASS 0
 OS0055
 OS0055.The horizontal coordinates were scaled from a map and have
 OS0055.an estimated accuracy of +/- 6 seconds.
 OS0055
 OS0055.The orthometric height was determined by differential leveling and
 OS0055.adjusted by the NATIONAL GEODETIC SURVEY
 OS0055.in June 1991.
 OS0055
 OS0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0055.GEOID18 height accuracy estimate available here.
 OS0055
 OS0055.Click photographs - Photos may exist for this station.
 OS0055
 OS0055.The dynamic height is computed by dividing the NAVD 88
 OS0055.geopotential number by the normal gravity value computed on the
 OS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0055.degrees latitude (g = 980.6199 gals.).
 OS0055
 OS0055.The modeled gravity was interpolated from observed gravity values.
 OS0055
 OS0055;                    North         East    Units  Estimated Accuracy
 OS0055;SPC SD S     -   125,090.      616,540.      MT  (+/- 180 meters Scaled)
 OS0055
 OS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP086124(NAD 83)
 OS0055
 OS0055                          SUPERSEDED SURVEY CONTROL
 OS0055
 OS0055  NGVD 29 (??/??/92)  611.950  (m)         2007.71   (f) ADJ UNCH    2 0
 OS0055
 OS0055.Superseded values are not recommended for survey control.
 OS0055
 OS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0055.See file dsdata.pdf to determine how the superseded data were derived.
 OS0055
 OS0055_MARKER: DB = BENCH MARK DISK
 OS0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0055_STAMPING: W 137 1934
 OS0055_MARK LOGO: CGS
 OS0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0055+STABILITY: SURFACE MOTION
 OS0055
 OS0055  HISTORY     - Date     Condition        Report By
 OS0055  HISTORY     - 1934     MONUMENTED       CGS
 OS0055  HISTORY     - 1946     GOOD             CGS
 OS0055
 OS0055                          STATION DESCRIPTION
 OS0055
 OS0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0055'2.9 MI NW FROM WITTEN.
 OS0055'LOCATED 2.9 MILES NORTHWEST OF STATION ALONG CHICAGO AND NORTH
 OS0055'WESTERN RWY.  AT WITTEN, 100 YARDS SOUTHEAST OF M.P. 190, 316
 OS0055'FEET NORTHWEST OF CENTERLINE OF A GRADED COUNTY ROAD CROSSING
 OS0055'THE TRACKS, 37.2 FEET SOUTHWEST OF SOUTHWEST RAIL, 10.5 FEET
 OS0055'NORTHEAST OF R/W FENCE, 10.0 FEET NORTHWEST OF A TELEGRAPH
 OS0055'POLE AND IN LINE WITH THE POLES.  STANDARD TABLET SET IN TOP
 OS0055'OF CONCRETE POST 6 INCHES HIGH, STAMPED W 137 1934.
 OS0055
 OS0055                          STATION RECOVERY (1946)
 OS0055
 OS0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OS0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0519 ***********************************************************************
 OR0519  DESIGNATION -  W 138
 OR0519  PID         -  OR0519
 OR0519  STATE/COUNTY-  SD/GREGORY
 OR0519  COUNTRY     -  US
 OR0519  USGS QUAD   -  GREGORY (2017)
 OR0519
 OR0519                         *CURRENT SURVEY CONTROL
 OR0519  ______________________________________________________________________
 OR0519* NAD 83(1986) POSITION- 43 14 27.     (N) 099 28 27.     (W)   SCALED
 OR0519* NAVD 88 ORTHO HEIGHT -   662.441 (meters)     2173.36  (feet) ADJUSTED
 OR0519  ______________________________________________________________________
 OR0519  GEOID HEIGHT    -        -25.622 (meters)                     GEOID18
 OR0519  DYNAMIC HEIGHT  -        662.189 (meters)     2172.53  (feet) COMP
 OR0519  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 OR0519
 OR0519  VERT ORDER      -  SECOND    CLASS 0
 OR0519
 OR0519.The horizontal coordinates were scaled from a map and have
 OR0519.an estimated accuracy of +/- 6 seconds.
 OR0519
 OR0519.The orthometric height was determined by differential leveling and
 OR0519.adjusted by the NATIONAL GEODETIC SURVEY
 OR0519.in June 1991.
 OR0519
 OR0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0519.GEOID18 height accuracy estimate available here.
 OR0519
 OR0519.Click photographs - Photos may exist for this station.
 OR0519
 OR0519.The dynamic height is computed by dividing the NAVD 88
 OR0519.geopotential number by the normal gravity value computed on the
 OR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0519.degrees latitude (g = 980.6199 gals.).
 OR0519
 OR0519.The modeled gravity was interpolated from observed gravity values.
 OR0519
 OR0519;                    North         East    Units  Estimated Accuracy
 OR0519;SPC SD S     -   101,180.      669,780.      MT  (+/- 180 meters Scaled)
 OR0519
 OR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN615876(NAD 83)
 OR0519
 OR0519                          SUPERSEDED SURVEY CONTROL
 OR0519
 OR0519  NGVD 29 (??/??/92)  662.100  (m)         2172.24   (f) ADJ UNCH    2 0
 OR0519
 OR0519.Superseded values are not recommended for survey control.
 OR0519
 OR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0519.See file dsdata.pdf to determine how the superseded data were derived.
 OR0519
 OR0519_MARKER: DB = BENCH MARK DISK
 OR0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0519_STAMPING: W 138 1934
 OR0519_MARK LOGO: CGS
 OR0519_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0519+STABILITY: SURFACE MOTION
 OR0519
 OR0519  HISTORY     - Date     Condition        Report By
 OR0519  HISTORY     - 1934     MONUMENTED       CGS
 OR0519  HISTORY     - 1945     GOOD             CGS
 OR0519  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0519
 OR0519                          STATION DESCRIPTION
 OR0519
 OR0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0519'2.2 MI E FROM DALLAS.
 OR0519'ABOUT 2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0519'FROM THE STATION AT DALLAS, GREGORY COUNTY, ABOUT 4 POLES
 OR0519'NORTHWEST OF MILEPOST 151, ABOUT 151 FEET SOUTHEAST OF THE
 OR0519'CROSSING OF A SECTION-LINE ROAD, 43.7 FEET NORTH OF THE NORTH
 OR0519'RAIL, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OR0519'DISK, STAMPED W 138 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0519'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OR0519
 OR0519                          STATION RECOVERY (1945)
 OR0519
 OR0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 OR0519'RECOVERED IN GOOD CONDITION.
 OR0519
 OR0519                          STATION RECOVERY (1993)
 OR0519
 OR0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0519'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0014 ***********************************************************************
 OS0014  DESIGNATION -  W 139
 OS0014  PID         -  OS0014
 OS0014  STATE/COUNTY-  SD/TRIPP
 OS0014  COUNTRY     -  US
 OS0014  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0014
 OS0014                         *CURRENT SURVEY CONTROL
 OS0014  ______________________________________________________________________
 OS0014* NAD 83(1986) POSITION- 43 33 28.     (N) 100 02 27.     (W)   SCALED
 OS0014* NAVD 88 ORTHO HEIGHT -   567.440 (meters)     1861.68  (feet) ADJUSTED
 OS0014  ______________________________________________________________________
 OS0014  GEOID HEIGHT    -        -25.454 (meters)                     GEOID18
 OS0014  DYNAMIC HEIGHT  -        567.244 (meters)     1861.03  (feet) COMP
 OS0014  MODELED GRAVITY -    980,258.1   (mgal)                       NAVD 88
 OS0014
 OS0014  VERT ORDER      -  SECOND    CLASS 0
 OS0014
 OS0014.The horizontal coordinates were scaled from a map and have
 OS0014.an estimated accuracy of +/- 6 seconds.
 OS0014
 OS0014.The orthometric height was determined by differential leveling and
 OS0014.adjusted by the NATIONAL GEODETIC SURVEY
 OS0014.in June 1991.
 OS0014
 OS0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0014.GEOID18 height accuracy estimate available here.
 OS0014
 OS0014.Click photographs - Photos may exist for this station.
 OS0014
 OS0014.The dynamic height is computed by dividing the NAVD 88
 OS0014.geopotential number by the normal gravity value computed on the
 OS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0014.degrees latitude (g = 980.6199 gals.).
 OS0014
 OS0014.The modeled gravity was interpolated from observed gravity values.
 OS0014
 OS0014;                    North         East    Units  Estimated Accuracy
 OS0014;SPC SD S     -   136,070.      623,630.      MT  (+/- 180 meters Scaled)
 OS0014
 OS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP159232(NAD 83)
 OS0014
 OS0014                          SUPERSEDED SURVEY CONTROL
 OS0014
 OS0014  NGVD 29 (??/??/92)  567.056  (m)         1860.42   (f) ADJ UNCH    2 0
 OS0014
 OS0014.Superseded values are not recommended for survey control.
 OS0014
 OS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0014.See file dsdata.pdf to determine how the superseded data were derived.
 OS0014
 OS0014_MARKER: DB = BENCH MARK DISK
 OS0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0014_STAMPING: W 139 1934
 OS0014_MARK LOGO: CGS
 OS0014_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0014+STABILITY: SURFACE MOTION
 OS0014
 OS0014  HISTORY     - Date     Condition        Report By
 OS0014  HISTORY     - 1934     MONUMENTED       CGS
 OS0014  HISTORY     - 1940     GOOD             CGS
 OS0014  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0014
 OS0014                          STATION DESCRIPTION
 OS0014
 OS0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0014'21 MI N FROM WINNER.
 OS0014'ABOUT 8 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY
 OS0014'COURTHOUSE AT WINNER, TRIPP COUNTY, THENCE ABOUT 13 MILES NORTH
 OS0014'ALONG U.S. HIGHWAY 183, ABOUT 300 YARDS SOUTH OF A CONCRETE
 OS0014'CULVERT, AT A SECTION-LINE ROAD CROSSING, 52 FEET EAST OF THE
 OS0014'CENTER LINE OF THE HIGHWAY, 13 FEET SOUTH OF THE CENTER LINE
 OS0014'OF THE ROAD, 2.5 FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT
 OS0014'SOUTH OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD
 OS0014'DISK, STAMPED W 139 1934 AND SET IN THE TOP OF A CONCRETE POST
 OS0014'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OS0014
 OS0014                          STATION RECOVERY (1940)
 OS0014
 OS0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0014'RECOVERED IN GOOD CONDITION.
 OS0014
 OS0014                          STATION RECOVERY (1977)
 OS0014
 OS0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0006 ***********************************************************************
 PT0006  DESIGNATION -  W 14
 PT0006  PID         -  PT0006
 PT0006  STATE/COUNTY-  SD/SULLY
 PT0006  COUNTRY     -  US
 PT0006  USGS QUAD   -  ONIDA (2017)
 PT0006
 PT0006                         *CURRENT SURVEY CONTROL
 PT0006  ______________________________________________________________________
 PT0006* NAD 83(1986) POSITION- 44 42 24.     (N) 100 03 59.     (W)   SCALED
 PT0006* NAVD 88 ORTHO HEIGHT -   574.071 (meters)     1883.43  (feet) ADJUSTED
 PT0006  ______________________________________________________________________
 PT0006  GEOID HEIGHT    -        -23.021 (meters)                     GEOID18
 PT0006  DYNAMIC HEIGHT  -        573.968 (meters)     1883.09  (feet) COMP
 PT0006  MODELED GRAVITY -    980,419.3   (mgal)                       NAVD 88
 PT0006
 PT0006  VERT ORDER      -  FIRST     CLASS II
 PT0006
 PT0006.The horizontal coordinates were scaled from a map and have
 PT0006.an estimated accuracy of +/- 6 seconds.
 PT0006
 PT0006.The orthometric height was determined by differential leveling and
 PT0006.adjusted by the NATIONAL GEODETIC SURVEY
 PT0006.in June 1991.
 PT0006
 PT0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0006.GEOID18 height accuracy estimate available here.
 PT0006
 PT0006.Click photographs - Photos may exist for this station.
 PT0006
 PT0006.The dynamic height is computed by dividing the NAVD 88
 PT0006.geopotential number by the normal gravity value computed on the
 PT0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0006.degrees latitude (g = 980.6199 gals.).
 PT0006
 PT0006.The modeled gravity was interpolated from observed gravity values.
 PT0006
 PT0006;                    North         East    Units  Estimated Accuracy
 PT0006;SPC SD N     -    97,050.      594,740.      MT  (+/- 180 meters Scaled)
 PT0006
 PT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ155509(NAD 83)
 PT0006
 PT0006                          SUPERSEDED SURVEY CONTROL
 PT0006
 PT0006  NGVD 29 (??/??/92)  573.702  (m)         1882.22   (f) ADJ UNCH    1 2
 PT0006
 PT0006.Superseded values are not recommended for survey control.
 PT0006
 PT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0006.See file dsdata.pdf to determine how the superseded data were derived.
 PT0006
 PT0006_MARKER: DB = BENCH MARK DISK
 PT0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0006_SP_SET: BUILDING
 PT0006_STAMPING: W 14 1926
 PT0006_MARK LOGO: CGS
 PT0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0006
 PT0006  HISTORY     - Date     Condition        Report By
 PT0006  HISTORY     - 1926     MONUMENTED       CGS
 PT0006  HISTORY     - 1964     GOOD             USGS
 PT0006
 PT0006                          STATION DESCRIPTION
 PT0006
 PT0006'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PT0006'AT ONIDA.
 PT0006'AT ONIDA, SULLY CO. IN THE ONIDA BANK BLDG, 50 FT S., 54.5 FT
 PT0006'W. AND 1.1 FT LOWER THAN A X-ST., IN THE NE. COR OF THE BLDG., A
 PT0006'STD. TABLET, STAMPED W 14 1926
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0464 ***********************************************************************
 OR0464  DESIGNATION -  W 140
 OR0464  PID         -  OR0464
 OR0464  STATE/COUNTY-  SD/LYMAN
 OR0464  COUNTRY     -  US
 OR0464  USGS QUAD   -  IONA NW (2017)
 OR0464
 OR0464                         *CURRENT SURVEY CONTROL
 OR0464  ______________________________________________________________________
 OR0464* NAD 83(1986) POSITION- 43 39 40.59   (N) 099 28 20.58   (W)   HD_HELD1
 OR0464* NAVD 88 ORTHO HEIGHT -   407.519 (meters)     1337.00  (feet) ADJUSTED
 OR0464  ______________________________________________________________________
 OR0464  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 OR0464  DYNAMIC HEIGHT  -        407.397 (meters)     1336.60  (feet) COMP
 OR0464  MODELED GRAVITY -    980,308.2   (mgal)                       NAVD 88
 OR0464
 OR0464  VERT ORDER      -  SECOND    CLASS 0
 OR0464
 OR0464.The horizontal coordinates were determined by differentially corrected
 OR0464.hand held GPS observations or other comparable positioning techniques
 OR0464.and have an estimated accuracy of +/- 3 meters.
 OR0464
 OR0464.The orthometric height was determined by differential leveling and
 OR0464.adjusted by the NATIONAL GEODETIC SURVEY
 OR0464.in June 1991.
 OR0464
 OR0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0464.GEOID18 height accuracy estimate available here.
 OR0464
 OR0464.Click photographs - Photos may exist for this station.
 OR0464
 OR0464.The dynamic height is computed by dividing the NAVD 88
 OR0464.geopotential number by the normal gravity value computed on the
 OR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0464.degrees latitude (g = 980.6199 gals.).
 OR0464
 OR0464.The modeled gravity was interpolated from observed gravity values.
 OR0464
 OR0464;                    North         East    Units  Estimated Accuracy
 OR0464;SPC SD S     -   147,882.6     669,437.5     MT  (+/- 3 meters HH1 GPS) 
 OR0464
 OR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6191234360(NAD 83)
 OR0464
 OR0464                          SUPERSEDED SURVEY CONTROL
 OR0464
 OR0464  NGVD 29 (??/??/92)  407.188  (m)         1335.92   (f) ADJ UNCH    2 0
 OR0464
 OR0464.Superseded values are not recommended for survey control.
 OR0464
 OR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0464.See file dsdata.pdf to determine how the superseded data were derived.
 OR0464
 OR0464_MARKER: DB = BENCH MARK DISK
 OR0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0464_STAMPING: W 140 1934
 OR0464_MARK LOGO: CGS
 OR0464_PROJECTION: PROJECTING 3 CENTIMETERS
 OR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0464+STABILITY: SURFACE MOTION
 OR0464
 OR0464  HISTORY     - Date     Condition        Report By
 OR0464  HISTORY     - 1934     MONUMENTED       CGS
 OR0464  HISTORY     - 1952     MARK NOT FOUND   CGS
 OR0464
 OR0464                          STATION DESCRIPTION
 OR0464
 OR0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 OR0464'9 MI N FROM IONA.
 OR0464'9.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0464'IONA, LYMAN COUNTY, 0.2 MILE NORTH OF A DOUBLE-SECTION CONCRETE
 OR0464'BRIDGE, 300 YARDS SOUTHEAST OF AN ARTESIAN WELL ON THE SIDE OF
 OR0464'A HILL, 260 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING
 OR0464'TO A RANCH HOUSE, AND 64 FEET EAST OF THE CENTERLINE OF THE
 OR0464'HIGHWAY.  A STANDARD DISK, STAMPED W 140 1934 AND SET IN THE
 OR0464'TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 OR0464'NOTE-- STATE HIGHWAY 47 WAS IN THE PROCESS OF BEING MOVED AT THE
 OR0464'TIME THIS MARK WAS SET AND IT IS VERY PROBABLE THAT THIS MARK
 OR0464'WAS COVERED IN THE GRADING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0739 ***********************************************************************
 OR0739  DESIGNATION -  W 141
 OR0739  PID         -  OR0739
 OR0739  STATE/COUNTY-  SD/TRIPP
 OR0739  COUNTRY     -  US
 OR0739  USGS QUAD   -  WEWELA (2017)
 OR0739
 OR0739                         *CURRENT SURVEY CONTROL
 OR0739  ______________________________________________________________________
 OR0739* NAD 83(1986) POSITION- 43 05 47.     (N) 099 45 04.     (W)   SCALED
 OR0739* NAVD 88 ORTHO HEIGHT -   716.625 (meters)     2351.13  (feet) ADJUSTED
 OR0739  ______________________________________________________________________
 OR0739  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 OR0739  DYNAMIC HEIGHT  -        716.347 (meters)     2350.22  (feet) COMP
 OR0739  MODELED GRAVITY -    980,208.3   (mgal)                       NAVD 88
 OR0739
 OR0739  VERT ORDER      -  SECOND    CLASS 0
 OR0739
 OR0739.The horizontal coordinates were scaled from a map and have
 OR0739.an estimated accuracy of +/- 6 seconds.
 OR0739
 OR0739.The orthometric height was determined by differential leveling and
 OR0739.adjusted by the NATIONAL GEODETIC SURVEY
 OR0739.in June 1991.
 OR0739
 OR0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0739.GEOID18 height accuracy estimate available here.
 OR0739
 OR0739.Click photographs - Photos may exist for this station.
 OR0739
 OR0739.The dynamic height is computed by dividing the NAVD 88
 OR0739.geopotential number by the normal gravity value computed on the
 OR0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0739.degrees latitude (g = 980.6199 gals.).
 OR0739
 OR0739.The modeled gravity was interpolated from observed gravity values.
 OR0739
 OR0739;                    North         East    Units  Estimated Accuracy
 OR0739;SPC SD S     -    84,940.      647,400.      MT  (+/- 180 meters Scaled)
 OR0739
 OR0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN388717(NAD 83)
 OR0739
 OR0739                          SUPERSEDED SURVEY CONTROL
 OR0739
 OR0739  NGVD 29 (??/??/92)  716.285  (m)         2350.01   (f) ADJ UNCH    2 0
 OR0739
 OR0739.Superseded values are not recommended for survey control.
 OR0739
 OR0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0739.See file dsdata.pdf to determine how the superseded data were derived.
 OR0739
 OR0739_MARKER: DB = BENCH MARK DISK
 OR0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0739_STAMPING: W 141 1934
 OR0739_MARK LOGO: CGS
 OR0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0739+STABILITY: SURFACE MOTION
 OR0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0739+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1987
 OR0739
 OR0739  HISTORY     - Date     Condition        Report By
 OR0739  HISTORY     - 1934     MONUMENTED       CGS
 OR0739  HISTORY     - 19870708 SEE DESCRIPTION  NGS
 OR0739
 OR0739                          STATION DESCRIPTION
 OR0739
 OR0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0739'13.5 MI S FROM COLOME.
 OR0739'LOCATED 13.5 MILES SOUTH ALONG U.S. HWY 83 OF STATION AT
 OR0739'COLOME, 7.3 MILES NORTH OF STATE LINE, 38 FEET WEST OF CENTERLINE
 OR0739'OF U.S. HWY. 83, 32 FEET SOUTH OF CENTERLINE ROAD, 3.5 FEET
 OR0739'SOUTHWEST OF FENCE CORNER.  STANDARD TABLET SET IN TOP OF
 OR0739'CONCRETE POST 6 INCHES HIGH.  STAMPED W 141 1934.
 OR0739
 OR0739                          STATION RECOVERY (1987)
 OR0739
 OR0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OR0739'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0104 ***********************************************************************
 OR0104  DESIGNATION -  W 142
 OR0104  PID         -  OR0104
 OR0104  STATE/COUNTY-  SD/CHARLES MIX
 OR0104  COUNTRY     -  US
 OR0104  USGS QUAD   -  WAGNER (2017)
 OR0104
 OR0104                         *CURRENT SURVEY CONTROL
 OR0104  ______________________________________________________________________
 OR0104* NAD 83(1986) POSITION- 43 04 54.     (N) 098 18 05.     (W)   SCALED
 OR0104* NAVD 88 ORTHO HEIGHT -   442.966 (meters)     1453.30  (feet) ADJUSTED
 OR0104  ______________________________________________________________________
 OR0104  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 OR0104  DYNAMIC HEIGHT  -        442.817 (meters)     1452.81  (feet) COMP
 OR0104  MODELED GRAVITY -    980,270.7   (mgal)                       NAVD 88
 OR0104
 OR0104  VERT ORDER      -  SECOND    CLASS 0
 OR0104
 OR0104.The horizontal coordinates were scaled from a map and have
 OR0104.an estimated accuracy of +/- 6 seconds.
 OR0104
 OR0104.The orthometric height was determined by differential leveling and
 OR0104.adjusted by the NATIONAL GEODETIC SURVEY
 OR0104.in June 1991.
 OR0104
 OR0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0104.GEOID18 height accuracy estimate available here.
 OR0104
 OR0104.Click photographs - Photos may exist for this station.
 OR0104
 OR0104.The dynamic height is computed by dividing the NAVD 88
 OR0104.geopotential number by the normal gravity value computed on the
 OR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0104.degrees latitude (g = 980.6199 gals.).
 OR0104
 OR0104.The modeled gravity was interpolated from observed gravity values.
 OR0104
 OR0104;                    North         East    Units  Estimated Accuracy
 OR0104;SPC SD S     -    85,160.      765,440.      MT  (+/- 180 meters Scaled)
 OR0104
 OR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN568701(NAD 83)
 OR0104
 OR0104                          SUPERSEDED SURVEY CONTROL
 OR0104
 OR0104  NGVD 29 (??/??/92)  442.682  (m)         1452.37   (f) ADJ UNCH    2 0
 OR0104
 OR0104.Superseded values are not recommended for survey control.
 OR0104
 OR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0104.See file dsdata.pdf to determine how the superseded data were derived.
 OR0104
 OR0104_MARKER: DB = BENCH MARK DISK
 OR0104_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0104_STAMPING: W 142 1934
 OR0104_MARK LOGO: CGS
 OR0104_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0104
 OR0104  HISTORY     - Date     Condition        Report By
 OR0104  HISTORY     - 1934     MONUMENTED       CGS
 OR0104  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0104  HISTORY     - 19930921 MARK NOT FOUND   NGS
 OR0104
 OR0104                          STATION DESCRIPTION
 OR0104
 OR0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0104'0.5 MI NW FROM WAGNER.
 OR0104'0.5 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0104'PACIFIC RAILROAD FROM THE STATION AT WAGNER, CHARLES MIX COUNTY,
 OR0104'108 FEET SOUTHWEST OF A FORK IN STATE HIGHWAY 50, AT A HIGHWAY
 OR0104'CROSSING, 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31.4
 OR0104'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33 FEET WEST OF A CATTLE
 OR0104'GUARD, AND 2 FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED
 OR0104'W 142 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OR0104'INCHES ABOVE GROUND.
 OR0104
 OR0104                          STATION RECOVERY (1963)
 OR0104
 OR0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0104'MARK NOT FOUND.
 OR0104
 OR0104                          STATION RECOVERY (1993)
 OR0104
 OR0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0104'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0074 ***********************************************************************
 OR0074  DESIGNATION -  W 143
 OR0074  PID         -  OR0074
 OR0074  STATE/COUNTY-  SD/DOUGLAS
 OR0074  COUNTRY     -  US
 OR0074  USGS QUAD   -  ARMOUR (2017)
 OR0074
 OR0074                         *CURRENT SURVEY CONTROL
 OR0074  ______________________________________________________________________
 OR0074* NAD 83(1986) POSITION- 43 18 57.     (N) 098 20 42.     (W)   SCALED
 OR0074* NAVD 88 ORTHO HEIGHT -   463.393 (meters)     1520.32  (feet) ADJUSTED
 OR0074  ______________________________________________________________________
 OR0074  GEOID HEIGHT    -        -26.632 (meters)                     GEOID18
 OR0074  DYNAMIC HEIGHT  -        463.245 (meters)     1519.83  (feet) COMP
 OR0074  MODELED GRAVITY -    980,287.5   (mgal)                       NAVD 88
 OR0074
 OR0074  VERT ORDER      -  SECOND    CLASS 0
 OR0074
 OR0074.The horizontal coordinates were scaled from a map and have
 OR0074.an estimated accuracy of +/- 6 seconds.
 OR0074
 OR0074.The orthometric height was determined by differential leveling and
 OR0074.adjusted by the NATIONAL GEODETIC SURVEY
 OR0074.in June 1991.
 OR0074
 OR0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0074.GEOID18 height accuracy estimate available here.
 OR0074
 OR0074.Click photographs - Photos may exist for this station.
 OR0074
 OR0074.The dynamic height is computed by dividing the NAVD 88
 OR0074.geopotential number by the normal gravity value computed on the
 OR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0074.degrees latitude (g = 980.6199 gals.).
 OR0074
 OR0074.The modeled gravity was interpolated from observed gravity values.
 OR0074
 OR0074;                    North         East    Units  Estimated Accuracy
 OR0074;SPC SD S     -   111,080.      761,270.      MT  (+/- 180 meters Scaled)
 OR0074
 OR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531960(NAD 83)
 OR0074
 OR0074                          SUPERSEDED SURVEY CONTROL
 OR0074
 OR0074  NGVD 29 (??/??/92)  463.076  (m)         1519.28   (f) ADJ UNCH    2 0
 OR0074
 OR0074.Superseded values are not recommended for survey control.
 OR0074
 OR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0074.See file dsdata.pdf to determine how the superseded data were derived.
 OR0074
 OR0074_MARKER: DB = BENCH MARK DISK
 OR0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0074_STAMPING: W 143 1934
 OR0074_MARK LOGO: CGS
 OR0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0074+STABILITY: SURFACE MOTION
 OR0074
 OR0074  HISTORY     - Date     Condition        Report By
 OR0074  HISTORY     - 1934     MONUMENTED       CGS
 OR0074  HISTORY     - 1963     MARK NOT FOUND   CGS
 OR0074
 OR0074                          STATION DESCRIPTION
 OR0074
 OR0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0074'AT ARMOUR.
 OR0074'AT ARMOUR, DOUGLAS COUNTY, ON STATE HIGHWAY 41, ABOUT 182 YARDS
 OR0074'EAST OF THE SOUTHEAST CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0074'AND PACIFIC RAILROAD STATION, ABOUT 305 FEET NORTH OF THE NORTH
 OR0074'RAIL OF THE SOUTH SIDE TRACK, 33 FEET WEST OF THE CENTER LINE
 OR0074'OF THE HIGHWAY, 36.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 OR0074'TRACK, AND 18.9 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK.
 OR0074'A STANDARD DISK, STAMPED W 143 1934 AND SET IN THE TOP OF A
 OR0074'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OR0074
 OR0074                          STATION RECOVERY (1963)
 OR0074
 OR0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OR0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0481 ***********************************************************************
 OQ0481  DESIGNATION -  W 145
 OQ0481  PID         -  OQ0481
 OQ0481  STATE/COUNTY-  SD/BON HOMME
 OQ0481  COUNTRY     -  US
 OQ0481  USGS QUAD   -  KLOUCEK LAKE (2017)
 OQ0481
 OQ0481                         *CURRENT SURVEY CONTROL
 OQ0481  ______________________________________________________________________
 OQ0481* NAD 83(1986) POSITION- 43 03 41.     (N) 097 38 45.     (W)   SCALED
 OQ0481* NAVD 88 ORTHO HEIGHT -   417.754 (meters)     1370.58  (feet) ADJUSTED
 OQ0481  ______________________________________________________________________
 OQ0481  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 OQ0481  DYNAMIC HEIGHT  -        417.628 (meters)     1370.17  (feet) COMP
 OQ0481  MODELED GRAVITY -    980,305.6   (mgal)                       NAVD 88
 OQ0481
 OQ0481  VERT ORDER      -  SECOND    CLASS 0
 OQ0481
 OQ0481.The horizontal coordinates were scaled from a map and have
 OQ0481.an estimated accuracy of +/- 6 seconds.
 OQ0481
 OQ0481.The orthometric height was determined by differential leveling and
 OQ0481.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0481.in June 1991.
 OQ0481
 OQ0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0481.GEOID18 height accuracy estimate available here.
 OQ0481
 OQ0481.Click photographs - Photos may exist for this station.
 OQ0481
 OQ0481.The dynamic height is computed by dividing the NAVD 88
 OQ0481.geopotential number by the normal gravity value computed on the
 OQ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0481.degrees latitude (g = 980.6199 gals.).
 OQ0481
 OQ0481.The modeled gravity was interpolated from observed gravity values.
 OQ0481
 OQ0481;                    North         East    Units  Estimated Accuracy
 OQ0481;SPC SD S     -    84,420.      818,880.      MT  (+/- 180 meters Scaled)
 OQ0481
 OQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN102685(NAD 83)
 OQ0481
 OQ0481                          SUPERSEDED SURVEY CONTROL
 OQ0481
 OQ0481  NGVD 29 (??/??/92)  417.512  (m)         1369.79   (f) ADJ UNCH    2 0
 OQ0481
 OQ0481.Superseded values are not recommended for survey control.
 OQ0481
 OQ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0481.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0481
 OQ0481_MARKER: DB = BENCH MARK DISK
 OQ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0481_STAMPING: W 145 1934
 OQ0481_MARK LOGO: CGS
 OQ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0481+STABILITY: SURFACE MOTION
 OQ0481
 OQ0481  HISTORY     - Date     Condition        Report By
 OQ0481  HISTORY     - 1934     MONUMENTED       CGS
 OQ0481  HISTORY     - 1974     GOOD             USGS
 OQ0481
 OQ0481                          STATION DESCRIPTION
 OQ0481
 OQ0481'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0481'9.5 MI SE FROM SCOTLAND.
 OQ0481'SCOTLAND 6 MILE SOUTH, 3.5 MILE EAST OF, T 95 N, R 58 W, NEAR
 OQ0481'THE CENTER OF SECTION 12, 138 FEET SE OF A FIELD ROAD CROSSING,
 OQ0481'45 FEET SW OF THE SW RAIL, 1.3 FEET NORTH OF THE SOUTH ROW
 OQ0481'FENCE, A STD DISK SET IN A CONCRETE POST STAMPED W 145 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0512 ***********************************************************************
 OQ0512  DESIGNATION -  W 146
 OQ0512  PID         -  OQ0512
 OQ0512  STATE/COUNTY-  SD/DAVISON
 OQ0512  COUNTRY     -  US
 OQ0512  USGS QUAD   -  ETHAN (2017)
 OQ0512
 OQ0512                         *CURRENT SURVEY CONTROL
 OQ0512  ______________________________________________________________________
 OQ0512* NAD 83(1986) POSITION- 43 31 41.38   (N) 097 59 12.59   (W)   HD_HELD1
 OQ0512* NAVD 88 ORTHO HEIGHT -   414.257 (meters)     1359.11  (feet) ADJUSTED
 OQ0512  ______________________________________________________________________
 OQ0512  GEOID HEIGHT    -        -26.493 (meters)                     GEOID18
 OQ0512  DYNAMIC HEIGHT  -        414.140 (meters)     1358.72  (feet) COMP
 OQ0512  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 OQ0512
 OQ0512  VERT ORDER      -  SECOND    CLASS 0
 OQ0512
 OQ0512.The horizontal coordinates were determined by differentially corrected
 OQ0512.hand held GPS observations or other comparable positioning techniques
 OQ0512.and have an estimated accuracy of +/- 3 meters.
 OQ0512
 OQ0512.The orthometric height was determined by differential leveling and
 OQ0512.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0512.in June 1991.
 OQ0512
 OQ0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0512.GEOID18 height accuracy estimate available here.
 OQ0512
 OQ0512.Click photographs - Photos may exist for this station.
 OQ0512
 OQ0512.The dynamic height is computed by dividing the NAVD 88
 OQ0512.geopotential number by the normal gravity value computed on the
 OQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0512.degrees latitude (g = 980.6199 gals.).
 OQ0512
 OQ0512.The modeled gravity was interpolated from observed gravity values.
 OQ0512
 OQ0512;                    North         East    Units  Estimated Accuracy
 OQ0512;SPC SD S     -   135,413.7     789,646.5     MT  (+/- 3 meters HH1 GPS) 
 OQ0512
 OQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8187119967(NAD 83)
 OQ0512
 OQ0512                          SUPERSEDED SURVEY CONTROL
 OQ0512
 OQ0512  NGVD 29 (??/??/92)  413.956  (m)         1358.12   (f) ADJ UNCH    2 0
 OQ0512
 OQ0512.Superseded values are not recommended for survey control.
 OQ0512
 OQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0512.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0512
 OQ0512_MARKER: DB = BENCH MARK DISK
 OQ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0512_STAMPING: W 146 1934
 OQ0512_MARK LOGO: CGS
 OQ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0512+STABILITY: SURFACE MOTION
 OQ0512
 OQ0512  HISTORY     - Date     Condition        Report By
 OQ0512  HISTORY     - 1934     MONUMENTED       CGS
 OQ0512
 OQ0512                          STATION DESCRIPTION
 OQ0512
 OQ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0512'1.3 MI S FROM ETHAN.
 OQ0512'1.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0512'PACIFIC RAILROAD FROM THE STATION AT ETHAN, DAVISON COUNTY,
 OQ0512'77 FEET NORTH OF THE CENTER LINE OF A SECTION CROSS ROAD,
 OQ0512'51.5 FEET NORTH OF A FENCE CORNER, 46.5 FEET EAST OF THE EAST
 OQ0512'RAIL, AND 1.2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OQ0512'DISK, STAMPED W 146 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0512'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0208 ***********************************************************************
 OQ0208  DESIGNATION -  W 148
 OQ0208  PID         -  OQ0208
 OQ0208  STATE/COUNTY-  SD/UNION
 OQ0208  COUNTRY     -  US
 OQ0208  USGS QUAD   -  ALCESTER SE (2017)
 OQ0208
 OQ0208                         *CURRENT SURVEY CONTROL
 OQ0208  ______________________________________________________________________
 OQ0208* NAD 83(1986) POSITION- 43 01 32.     (N) 096 35 43.     (W)   SCALED
 OQ0208* NAVD 88 ORTHO HEIGHT -   427.701 (meters)     1403.22  (feet) ADJUSTED
 OQ0208  ______________________________________________________________________
 OQ0208  GEOID HEIGHT    -        -25.895 (meters)                     GEOID18
 OQ0208  DYNAMIC HEIGHT  -        427.583 (meters)     1402.83  (feet) COMP
 OQ0208  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 OQ0208
 OQ0208  VERT ORDER      -  SECOND    CLASS 0
 OQ0208
 OQ0208.The horizontal coordinates were scaled from a map and have
 OQ0208.an estimated accuracy of +/- 6 seconds.
 OQ0208
 OQ0208.The orthometric height was determined by differential leveling and
 OQ0208.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0208.in June 1991.
 OQ0208
 OQ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0208.GEOID18 height accuracy estimate available here.
 OQ0208
 OQ0208.Click photographs - Photos may exist for this station.
 OQ0208
 OQ0208.The dynamic height is computed by dividing the NAVD 88
 OQ0208.geopotential number by the normal gravity value computed on the
 OQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0208.degrees latitude (g = 980.6199 gals.).
 OQ0208
 OQ0208.The modeled gravity was interpolated from observed gravity values.
 OQ0208
 OQ0208;                    North         East    Units  Estimated Accuracy
 OQ0208;SPC SD S     -    83,760.      904,560.      MT  (+/- 180 meters Scaled)
 OQ0208
 OQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN959664(NAD 83)
 OQ0208
 OQ0208                          SUPERSEDED SURVEY CONTROL
 OQ0208
 OQ0208  NGVD 29 (??/??/92)  427.471  (m)         1402.46   (f) ADJ UNCH    2 0
 OQ0208
 OQ0208.Superseded values are not recommended for survey control.
 OQ0208
 OQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0208.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0208
 OQ0208_MARKER: DB = BENCH MARK DISK
 OQ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0208_STAMPING: W 148 1934
 OQ0208_MARK LOGO: CGS
 OQ0208_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0208+STABILITY: SURFACE MOTION
 OQ0208
 OQ0208  HISTORY     - Date     Condition        Report By
 OQ0208  HISTORY     - 1934     MONUMENTED       CGS
 OQ0208
 OQ0208                          STATION DESCRIPTION
 OQ0208
 OQ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0208'1.9 MI E FROM ALCESTER.
 OQ0208'1.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OQ0208'THE STATION AT ALCESTER, UNION COUNTY, 100 YARDS WEST OF THE WEST
 OQ0208'END OF BRIDGE 2614, IN LINE WITH A ROW OF POLES, 31.1 FEET NORTH
 OQ0208'OF THE NORTH RAIL, AND 16.8 FEET SOUTH OF THE RIGHT OF WAY FENCE,
 OQ0208'A STANDARD DISK, STAMPED W 148 1934 AND SET IN THE TOP OF A CONCRETE
 OQ0208'POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0443 ***********************************************************************
 OQ0443  DESIGNATION -  W 149
 OQ0443  PID         -  OQ0443
 OQ0443  STATE/COUNTY-  SD/BON HOMME
 OQ0443  COUNTRY     -  US
 OQ0443  USGS QUAD   -  SCOTLAND (2017)
 OQ0443
 OQ0443                         *CURRENT SURVEY CONTROL
 OQ0443  ______________________________________________________________________
 OQ0443* NAD 83(1986) POSITION- 43 09 22.     (N) 097 43 00.     (W)   SCALED
 OQ0443* NAVD 88 ORTHO HEIGHT -   407.072 (meters)     1335.54  (feet) ADJUSTED
 OQ0443  ______________________________________________________________________
 OQ0443  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 OQ0443  DYNAMIC HEIGHT  -        406.954 (meters)     1335.15  (feet) COMP
 OQ0443  MODELED GRAVITY -    980,317.9   (mgal)                       NAVD 88
 OQ0443
 OQ0443  VERT ORDER      -  SECOND    CLASS 0
 OQ0443
 OQ0443.The horizontal coordinates were scaled from a map and have
 OQ0443.an estimated accuracy of +/- 6 seconds.
 OQ0443
 OQ0443.The orthometric height was determined by differential leveling and
 OQ0443.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0443.in June 1991.
 OQ0443
 OQ0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0443.GEOID18 height accuracy estimate available here.
 OQ0443
 OQ0443.Click photographs - Photos may exist for this station.
 OQ0443
 OQ0443.The dynamic height is computed by dividing the NAVD 88
 OQ0443.geopotential number by the normal gravity value computed on the
 OQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0443.degrees latitude (g = 980.6199 gals.).
 OQ0443
 OQ0443.The modeled gravity was interpolated from observed gravity values.
 OQ0443
 OQ0443;                    North         East    Units  Estimated Accuracy
 OQ0443;SPC SD S     -    94,760.      812,780.      MT  (+/- 180 meters Scaled)
 OQ0443
 OQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN043789(NAD 83)
 OQ0443
 OQ0443                          SUPERSEDED SURVEY CONTROL
 OQ0443
 OQ0443  NGVD 29 (??/??/92)  406.824  (m)         1334.72   (f) ADJ UNCH    2 0
 OQ0443
 OQ0443.Superseded values are not recommended for survey control.
 OQ0443
 OQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0443.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0443
 OQ0443_MARKER: DB = BENCH MARK DISK
 OQ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0443_STAMPING: W 149 1934
 OQ0443_MARK LOGO: CGS
 OQ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0443+STABILITY: SURFACE MOTION
 OQ0443
 OQ0443  HISTORY     - Date     Condition        Report By
 OQ0443  HISTORY     - 1934     MONUMENTED       CGS
 OQ0443  HISTORY     - 1954     MARK NOT FOUND   CGS
 OQ0443
 OQ0443                          STATION DESCRIPTION
 OQ0443
 OQ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0443'0.5 MI NE FROM SCOTLAND.
 OQ0443'0.5 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0443'PACIFIC RAILROAD FROM THE STATION AT SCOTLAND, BON HOMME COUNTY,
 OQ0443'52 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 35, 47 FEET
 OQ0443'SOUTHEAST OF THE SOUTHEAST RAIL, 30.2 FEET SOUTHWEST OF A
 OQ0443'FENCE CORNER, AND 1.2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 OQ0443'A STANDARD DISK, STAMPED W 149 1934 AND SET IN THE TOP OF A
 OQ0443'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OQ0443
 OQ0443                          STATION RECOVERY (1954)
 OQ0443
 OQ0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 OQ0443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0275 ***********************************************************************
 QR0275  DESIGNATION -  W 15
 QR0275  PID         -  QR0275
 QR0275  STATE/COUNTY-  SD/POTTER
 QR0275  COUNTRY     -  US
 QR0275  USGS QUAD   -  SENECA SW (2017)
 QR0275
 QR0275                         *CURRENT SURVEY CONTROL
 QR0275  ______________________________________________________________________
 QR0275* NAD 83(1986) POSITION- 45 04 49.     (N) 099 38 03.     (W)   SCALED
 QR0275* NAVD 88 ORTHO HEIGHT -   608.378 (meters)     1995.99  (feet) ADJUSTED
 QR0275  ______________________________________________________________________
 QR0275  GEOID HEIGHT    -        -22.691 (meters)                     GEOID18
 QR0275  DYNAMIC HEIGHT  -        608.295 (meters)     1995.71  (feet) COMP
 QR0275  MODELED GRAVITY -    980,460.6   (mgal)                       NAVD 88
 QR0275
 QR0275  VERT ORDER      -  FIRST     CLASS II
 QR0275
 QR0275.The horizontal coordinates were scaled from a map and have
 QR0275.an estimated accuracy of +/- 6 seconds.
 QR0275
 QR0275.The orthometric height was determined by differential leveling and
 QR0275.adjusted by the NATIONAL GEODETIC SURVEY
 QR0275.in June 1991.
 QR0275
 QR0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0275.GEOID18 height accuracy estimate available here.
 QR0275
 QR0275.Click photographs - Photos may exist for this station.
 QR0275
 QR0275.The dynamic height is computed by dividing the NAVD 88
 QR0275.geopotential number by the normal gravity value computed on the
 QR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0275.degrees latitude (g = 980.6199 gals.).
 QR0275
 QR0275.The modeled gravity was interpolated from observed gravity values.
 QR0275
 QR0275;                    North         East    Units  Estimated Accuracy
 QR0275;SPC SD N     -   138,630.      628,800.      MT  (+/- 180 meters Scaled)
 QR0275
 QR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ500920(NAD 83)
 QR0275
 QR0275                          SUPERSEDED SURVEY CONTROL
 QR0275
 QR0275  NGVD 29 (??/??/92)  608.011  (m)         1994.78   (f) ADJ UNCH    1 2
 QR0275
 QR0275.Superseded values are not recommended for survey control.
 QR0275
 QR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0275.See file dsdata.pdf to determine how the superseded data were derived.
 QR0275
 QR0275_MARKER: DB = BENCH MARK DISK
 QR0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0275_STAMPING: 1994.783 W 15 1926
 QR0275_MARK LOGO: CGS
 QR0275_PROJECTION: RECESSED 10 CENTIMETERS
 QR0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0275+STABILITY: SURFACE MOTION
 QR0275
 QR0275  HISTORY     - Date     Condition        Report By
 QR0275  HISTORY     - 1926     MONUMENTED       CGS
 QR0275  HISTORY     - 1973     GOOD             NGS
 QR0275
 QR0275                          STATION DESCRIPTION
 QR0275
 QR0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0275'7 MI E FROM LEBANON.
 QR0275'ABOUT 7 MILES EAST ALONG THE ABANDONED CHICAGO AND NORTHWESTERN
 QR0275'RAILWAY FROM LEBANON, ABOUT 100 YARDS WEST OF MILE POST 58, AT
 QR0275'THE CROSSING OF A SECTION LINE ROAD AND A NORTH-SOUTH POWER
 QR0275'TRANSMISSION LINE, 55 FEET NORTH OF THE CENTER OF THE ABANDONED
 QR0275'RAILWAY, 12 FEET WEST OF A POWER POLE WITH 3 GUY WIRES, 10 FEET EAST
 QR0275'OF THE CENTER OF THE TRACK ROAD, 5 FEET NORTHWEST OF A FENCE CORNER,
 QR0275'4 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF A
 QR0275'POWER POLE ANCHOR, 1.5 FEET WEST OF A METAL WITNESS POST, AND
 QR0275'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 4-INCHES BELOW
 QR0275'GROUND SURFACE.  IT IS ABOUT 1-1/2 MILES NORTH OF U.S. HIGHWAY
 QR0275'212.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0973 ***********************************************************************
 NM0973  DESIGNATION -  W 150
 NM0973  PID         -  NM0973
 NM0973  STATE/COUNTY-  SD/YANKTON
 NM0973  COUNTRY     -  US
 NM0973  USGS QUAD   -  GAYVILLE (2017)
 NM0973
 NM0973                         *CURRENT SURVEY CONTROL
 NM0973  ______________________________________________________________________
 NM0973* NAD 83(1986) POSITION- 42 57 27.     (N) 097 10 44.     (W)   SCALED
 NM0973* NAVD 88 ORTHO HEIGHT -   361.423 (meters)     1185.77  (feet) ADJUSTED
 NM0973  ______________________________________________________________________
 NM0973  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 NM0973  DYNAMIC HEIGHT  -        361.322 (meters)     1185.44  (feet) COMP
 NM0973  MODELED GRAVITY -    980,330.3   (mgal)                       NAVD 88
 NM0973
 NM0973  VERT ORDER      -  SECOND    CLASS 0
 NM0973
 NM0973.The horizontal coordinates were scaled from a map and have
 NM0973.an estimated accuracy of +/- 6 seconds.
 NM0973
 NM0973.The orthometric height was determined by differential leveling and
 NM0973.adjusted by the NATIONAL GEODETIC SURVEY
 NM0973.in June 1991.
 NM0973
 NM0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0973.GEOID18 height accuracy estimate available here.
 NM0973
 NM0973.Click photographs - Photos may exist for this station.
 NM0973
 NM0973.The dynamic height is computed by dividing the NAVD 88
 NM0973.geopotential number by the normal gravity value computed on the
 NM0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0973.degrees latitude (g = 980.6199 gals.).
 NM0973
 NM0973.The modeled gravity was interpolated from observed gravity values.
 NM0973
 NM0973;                    North         East    Units  Estimated Accuracy
 NM0973;SPC SD S     -    74,230.      857,330.      MT  (+/- 180 meters Scaled)
 NM0973
 NM0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN485577(NAD 83)
 NM0973
 NM0973                          SUPERSEDED SURVEY CONTROL
 NM0973
 NM0973  NGVD 29 (??/??/92)  361.227  (m)         1185.13   (f) ADJ UNCH    2 0
 NM0973
 NM0973.Superseded values are not recommended for survey control.
 NM0973
 NM0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0973.See file dsdata.pdf to determine how the superseded data were derived.
 NM0973
 NM0973_MARKER: DB = BENCH MARK DISK
 NM0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0973_STAMPING: W 150 1934
 NM0973_MARK LOGO: CGS
 NM0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0973+STABILITY: SURFACE MOTION
 NM0973
 NM0973  HISTORY     - Date     Condition        Report By
 NM0973  HISTORY     - 1934     MONUMENTED       CGS
 NM0973
 NM0973                          STATION DESCRIPTION
 NM0973
 NM0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0973'AT VOLIN.
 NM0973'AT VOLIN, 120 FEET NORTHEAST OF GREAT NORTHERN RWY. STATION,
 NM0973'13.9 FEET NORTHWEST OF NORTHWEST RAIL, 4.2 FEET NORTH OF NORTHEAST
 NM0973'CONCRETE 18 IN X 24 IN FOUNDATION LEG OF WATER TANK.  STANDARD
 NM0973'TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0754 ***********************************************************************
 NM0754  DESIGNATION -  W 151
 NM0754  PID         -  NM0754
 NM0754  STATE/COUNTY-  SD/CLAY
 NM0754  COUNTRY     -  US
 NM0754  USGS QUAD   -  VERMILLION (2017)
 NM0754
 NM0754                         *CURRENT SURVEY CONTROL
 NM0754  ______________________________________________________________________
 NM0754* NAD 83(1986) POSITION- 42 46 35.     (N) 096 56 06.     (W)   SCALED
 NM0754* NAVD 88 ORTHO HEIGHT -   350.065 (meters)     1148.50  (feet) ADJUSTED
 NM0754  ______________________________________________________________________
 NM0754  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM0754  DYNAMIC HEIGHT  -        349.962 (meters)     1148.17  (feet) COMP
 NM0754  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 NM0754
 NM0754  VERT ORDER      -  SECOND    CLASS 0
 NM0754
 NM0754.The horizontal coordinates were scaled from a map and have
 NM0754.an estimated accuracy of +/- 6 seconds.
 NM0754
 NM0754.The orthometric height was determined by differential leveling and
 NM0754.adjusted by the NATIONAL GEODETIC SURVEY
 NM0754.in June 1991.
 NM0754
 NM0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0754.GEOID18 height accuracy estimate available here.
 NM0754
 NM0754.Click photographs - Photos may exist for this station.
 NM0754
 NM0754.The dynamic height is computed by dividing the NAVD 88
 NM0754.geopotential number by the normal gravity value computed on the
 NM0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0754.degrees latitude (g = 980.6199 gals.).
 NM0754
 NM0754.The modeled gravity was interpolated from observed gravity values.
 NM0754
 NM0754;                    North         East    Units  Estimated Accuracy
 NM0754;SPC SD S     -    54,910.      878,030.      MT  (+/- 180 meters Scaled)
 NM0754
 NM0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN689380(NAD 83)
 NM0754
 NM0754                          SUPERSEDED SURVEY CONTROL
 NM0754
 NM0754  NGVD 29 (??/??/92)  349.861  (m)         1147.84   (f) ADJ UNCH    2 0
 NM0754
 NM0754.Superseded values are not recommended for survey control.
 NM0754
 NM0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0754.See file dsdata.pdf to determine how the superseded data were derived.
 NM0754
 NM0754_MARKER: DB = BENCH MARK DISK
 NM0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0754_STAMPING: W 151 1934
 NM0754_MARK LOGO: CGS
 NM0754_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0754+STABILITY: SURFACE MOTION
 NM0754
 NM0754  HISTORY     - Date     Condition        Report By
 NM0754  HISTORY     - 1934     MONUMENTED       CGS
 NM0754  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0754
 NM0754                          STATION DESCRIPTION
 NM0754
 NM0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0754'AT VERMILLION.
 NM0754'AT VERMILLION, CLAY COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NM0754'AND PACIFIC RAILROAD, 270 FEET NORTHWEST OF THE STATION, AT A
 NM0754'ROAD CROSSING, 42 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NM0754'TRACK, AND 34 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 NM0754'STANDARD DISK, STAMPED W 151 1934 AND SET IN THE TOP OF A
 NM0754'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NM0754
 NM0754                          STATION RECOVERY (1967)
 NM0754
 NM0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0754'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0239 ***********************************************************************
 QR0239  DESIGNATION -  W 16
 QR0239  PID         -  QR0239
 QR0239  STATE/COUNTY-  SD/EDMUNDS
 QR0239  COUNTRY     -  US
 QR0239  USGS QUAD   -  LOYALTON (2017)
 QR0239
 QR0239                         *CURRENT SURVEY CONTROL
 QR0239  ______________________________________________________________________
 QR0239* NAD 83(1986) POSITION- 45 15 33.     (N) 099 16 17.     (W)   SCALED
 QR0239* NAVD 88 ORTHO HEIGHT -   501.423 (meters)     1645.09  (feet) ADJUSTED
 QR0239  ______________________________________________________________________
 QR0239  GEOID HEIGHT    -        -23.281 (meters)                     GEOID18
 QR0239  DYNAMIC HEIGHT  -        501.366 (meters)     1644.90  (feet) COMP
 QR0239  MODELED GRAVITY -    980,488.4   (mgal)                       NAVD 88
 QR0239
 QR0239  VERT ORDER      -  FIRST     CLASS II
 QR0239
 QR0239.The horizontal coordinates were scaled from a map and have
 QR0239.an estimated accuracy of +/- 6 seconds.
 QR0239
 QR0239.The orthometric height was determined by differential leveling and
 QR0239.adjusted by the NATIONAL GEODETIC SURVEY
 QR0239.in June 1991.
 QR0239
 QR0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0239.GEOID18 height accuracy estimate available here.
 QR0239
 QR0239.Click photographs - Photos may exist for this station.
 QR0239
 QR0239.The dynamic height is computed by dividing the NAVD 88
 QR0239.geopotential number by the normal gravity value computed on the
 QR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0239.degrees latitude (g = 980.6199 gals.).
 QR0239
 QR0239.The modeled gravity was interpolated from observed gravity values.
 QR0239
 QR0239;                    North         East    Units  Estimated Accuracy
 QR0239;SPC SD N     -   158,700.      657,190.      MT  (+/- 180 meters Scaled)
 QR0239
 QR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR787117(NAD 83)
 QR0239
 QR0239                          SUPERSEDED SURVEY CONTROL
 QR0239
 QR0239  NGVD 29 (??/??/92)  501.066  (m)         1643.91   (f) ADJ UNCH    1 2
 QR0239
 QR0239.Superseded values are not recommended for survey control.
 QR0239
 QR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0239.See file dsdata.pdf to determine how the superseded data were derived.
 QR0239
 QR0239_MARKER: DB = BENCH MARK DISK
 QR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0239_STAMPING: 1643.914 W 16 1926
 QR0239_MARK LOGO: CGS
 QR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0239+STABILITY: SURFACE MOTION
 QR0239
 QR0239  HISTORY     - Date     Condition        Report By
 QR0239  HISTORY     - 1926     MONUMENTED       CGS
 QR0239  HISTORY     - 1934     GOOD             CGS
 QR0239
 QR0239                          STATION DESCRIPTION
 QR0239
 QR0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0239'2 MI S FROM LOYALTON.
 QR0239'2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0239'RAILROAD FROM LOYALTON, EDMUNDS COUNTY, 104 FEET SOUTH OF THE
 QR0239'CROSSING OF A SECTION-LINE ROAD, AND 46 FEET WEST OF THE CENTER
 QR0239'LINE OF THE TRACK.  A STANDARD DISK, STAMPED 1643.914 W 16 1926
 QR0239'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 QR0239'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0341 ***********************************************************************
 QR0341  DESIGNATION -  W 17
 QR0341  PID         -  QR0341
 QR0341  STATE/COUNTY-  SD/MCPHERSON
 QR0341  COUNTRY     -  US
 QR0341  USGS QUAD   -  EUREKA EAST (2017)
 QR0341
 QR0341                         *CURRENT SURVEY CONTROL
 QR0341  ______________________________________________________________________
 QR0341* NAD 83(1986) POSITION- 45 46 08.     (N) 099 37 11.     (W)   SCALED
 QR0341* NAVD 88 ORTHO HEIGHT -   576.632 (meters)     1891.83  (feet) ADJUSTED
 QR0341  ______________________________________________________________________
 QR0341  GEOID HEIGHT    -        -22.757 (meters)                     GEOID18
 QR0341  DYNAMIC HEIGHT  -        576.583 (meters)     1891.67  (feet) COMP
 QR0341  MODELED GRAVITY -    980,513.5   (mgal)                       NAVD 88
 QR0341
 QR0341  VERT ORDER      -  FIRST     CLASS II
 QR0341
 QR0341.The horizontal coordinates were scaled from a map and have
 QR0341.an estimated accuracy of +/- 6 seconds.
 QR0341
 QR0341.The orthometric height was determined by differential leveling and
 QR0341.adjusted by the NATIONAL GEODETIC SURVEY
 QR0341.in June 1991.
 QR0341
 QR0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0341.GEOID18 height accuracy estimate available here.
 QR0341
 QR0341.Click photographs - Photos may exist for this station.
 QR0341
 QR0341.The dynamic height is computed by dividing the NAVD 88
 QR0341.geopotential number by the normal gravity value computed on the
 QR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0341.degrees latitude (g = 980.6199 gals.).
 QR0341
 QR0341.The modeled gravity was interpolated from observed gravity values.
 QR0341
 QR0341;                    North         East    Units  Estimated Accuracy
 QR0341;SPC SD N     -   215,160.      629,580.      MT  (+/- 180 meters Scaled)
 QR0341
 QR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR518685(NAD 83)
 QR0341
 QR0341                          SUPERSEDED SURVEY CONTROL
 QR0341
 QR0341  NGVD 29 (??/??/92)  576.228  (m)         1890.51   (f) ADJ UNCH    1 2
 QR0341
 QR0341.Superseded values are not recommended for survey control.
 QR0341
 QR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0341.See file dsdata.pdf to determine how the superseded data were derived.
 QR0341
 QR0341_MARKER: DB = BENCH MARK DISK
 QR0341_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QR0341_SP_SET: STONE WINDOW LEDGE
 QR0341_STAMPING: 1890.508 W 17 1927
 QR0341_MARK LOGO: CGS
 QR0341_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0341+STABILITY: SURFACE MOTION
 QR0341
 QR0341  HISTORY     - Date     Condition        Report By
 QR0341  HISTORY     - 1927     MONUMENTED       CGS
 QR0341  HISTORY     - 19950101 GOOD             SDDENR
 QR0341
 QR0341                          STATION DESCRIPTION
 QR0341
 QR0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0341'AT EUREKA.
 QR0341'AT EUREKA, MC PHERSON COUNTY, DIAGONALLY ACROSS THE STREET FROM
 QR0341'THE POST OFFICE, AT THE GUARANTY STATE BANK, ON THE EAST SIDE
 QR0341'OF THE BUILDING, ABOVE THE BASEMENT WINDOWS, AND IN A STONE
 QR0341'WINDOW LEDGE.  A STANDARD DISK, STAMPED 1890.508 W 17 1927.
 QR0341
 QR0341                          STATION RECOVERY (1995)
 QR0341
 QR0341'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QR0341'FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1596 ***********************************************************************
 PU1596  DESIGNATION -  W 176
 PU1596  PID         -  PU1596
 PU1596  STATE/COUNTY-  SD/LAWRENCE
 PU1596  COUNTRY     -  US
 PU1596  USGS QUAD   -  SPEARFISH (2017)
 PU1596
 PU1596                         *CURRENT SURVEY CONTROL
 PU1596  ______________________________________________________________________
 PU1596* NAD 83(1986) POSITION- 44 28 27.     (N) 103 50 54.     (W)   SCALED
 PU1596* NAVD 88 ORTHO HEIGHT -  1136.487 (meters)     3728.62  (feet) ADJUSTED
 PU1596  ______________________________________________________________________
 PU1596  GEOID HEIGHT    -        -14.435 (meters)                     GEOID18
 PU1596  DYNAMIC HEIGHT  -       1136.080 (meters)     3727.29  (feet) COMP
 PU1596  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 PU1596
 PU1596  VERT ORDER      -  SECOND    CLASS 0
 PU1596
 PU1596.The horizontal coordinates were scaled from a map and have
 PU1596.an estimated accuracy of +/- 6 seconds.
 PU1596
 PU1596.The orthometric height was determined by differential leveling and
 PU1596.adjusted by the NATIONAL GEODETIC SURVEY
 PU1596.in June 1991.
 PU1596
 PU1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1596.GEOID18 height accuracy estimate available here.
 PU1596
 PU1596.Click photographs - Photos may exist for this station.
 PU1596
 PU1596.The dynamic height is computed by dividing the NAVD 88
 PU1596.geopotential number by the normal gravity value computed on the
 PU1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1596.degrees latitude (g = 980.6199 gals.).
 PU1596
 PU1596.The modeled gravity was interpolated from observed gravity values.
 PU1596
 PU1596;                    North         East    Units  Estimated Accuracy
 PU1596;SPC SD N     -    78,490.      293,930.      MT  (+/- 180 meters Scaled)
 PU1596
 PU1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK915251(NAD 83)
 PU1596
 PU1596                          SUPERSEDED SURVEY CONTROL
 PU1596
 PU1596  NGVD 29 (??/??/92) 1135.918  (m)         3726.76   (f) ADJ UNCH    2 0
 PU1596
 PU1596.Superseded values are not recommended for survey control.
 PU1596
 PU1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1596.See file dsdata.pdf to determine how the superseded data were derived.
 PU1596
 PU1596_MARKER: DB = BENCH MARK DISK
 PU1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1596_STAMPING: W 176 1934
 PU1596_MARK LOGO: CGS
 PU1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1596+STABILITY: SURFACE MOTION
 PU1596
 PU1596  HISTORY     - Date     Condition        Report By
 PU1596  HISTORY     - 1934     MONUMENTED       CGS
 PU1596  HISTORY     - 1962     GOOD             CGS
 PU1596
 PU1596                          STATION DESCRIPTION
 PU1596
 PU1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1596'1.8 MI SE FROM SPEARFISH.
 PU1596'ABOUT 1 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU1596'AT SPEARFISH TO THE JUNCTION OF HIGHWAY 14A, THENCE 0.8 MILE SOUTH
 PU1596'ALONG HIGHWAY 14A ON THE OUTSIDE OF A CURVE, ACROSS THE HIGHWAY
 PU1596'FROM A PRIVATE DRIVEWAY, 137 FEET WEST OF THE CENTERLINE OF THE
 PU1596'HIGHWAY, 104 FEET WEST OF A FENCE LINE, 21 FEET EAST OF THE EAST
 PU1596'MOST OF TWO ABANDON ABUTMENTS, 6 FEET NORTH OF A FENCE LINE, 1.2
 PU1596'FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY
 PU1596'AND PROJECTING ABOUT 0.8 OF A FOOT, A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1631 ***********************************************************************
 PU1631  DESIGNATION -  W 177
 PU1631  PID         -  PU1631
 PU1631  STATE/COUNTY-  SD/PENNINGTON
 PU1631  COUNTRY     -  US
 PU1631  USGS QUAD   -  ROCHFORD (2017)
 PU1631
 PU1631                         *CURRENT SURVEY CONTROL
 PU1631  ______________________________________________________________________
 PU1631* NAD 83(1986) POSITION- 44 03 05.49   (N) 103 39 40.60   (W)   HD_HELD1
 PU1631* NAVD 88 ORTHO HEIGHT -  1569.363 (meters)     5148.82  (feet) ADJUSTED
 PU1631  ______________________________________________________________________
 PU1631  GEOID HEIGHT    -        -13.311 (meters)                     GEOID18
 PU1631  DYNAMIC HEIGHT  -       1568.692 (meters)     5146.62  (feet) COMP
 PU1631  MODELED GRAVITY -    980,134.2   (mgal)                       NAVD 88
 PU1631
 PU1631  VERT ORDER      -  SECOND    CLASS 0
 PU1631
 PU1631.The horizontal coordinates were determined by differentially corrected
 PU1631.hand held GPS observations or other comparable positioning techniques
 PU1631.and have an estimated accuracy of +/- 3 meters.
 PU1631
 PU1631.The orthometric height was determined by differential leveling and
 PU1631.adjusted by the NATIONAL GEODETIC SURVEY
 PU1631.in June 1991.
 PU1631
 PU1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1631.GEOID18 height accuracy estimate available here.
 PU1631
 PU1631.Click photographs - Photos may exist for this station.
 PU1631
 PU1631.The dynamic height is computed by dividing the NAVD 88
 PU1631.geopotential number by the normal gravity value computed on the
 PU1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1631.degrees latitude (g = 980.6199 gals.).
 PU1631
 PU1631.The modeled gravity was interpolated from observed gravity values.
 PU1631
 PU1631;                    North         East    Units  Estimated Accuracy
 PU1631;SPC SD S     -   196,221.6     333,397.9     MT  (+/- 3 meters HH1 GPS) 
 PU1631
 PU1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0723878466(NAD 83)
 PU1631
 PU1631                          SUPERSEDED SURVEY CONTROL
 PU1631
 PU1631  NGVD 29 (??/??/92) 1568.753  (m)         5146.82   (f) ADJ UNCH    2 0
 PU1631
 PU1631.Superseded values are not recommended for survey control.
 PU1631
 PU1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1631.See file dsdata.pdf to determine how the superseded data were derived.
 PU1631
 PU1631_MARKER: DB = BENCH MARK DISK
 PU1631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1631_SP_SET: FOOTING
 PU1631_STAMPING: W 177 1934
 PU1631_MARK LOGO: CGS
 PU1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1631+STABILITY: SURFACE MOTION
 PU1631
 PU1631  HISTORY     - Date     Condition        Report By
 PU1631  HISTORY     - 1934     MONUMENTED       CGS
 PU1631
 PU1631                          STATION DESCRIPTION
 PU1631
 PU1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1631'2.4 MI SE FROM MYSTIC.
 PU1631'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PU1631'RAILROAD FROM THE POST OFFICE AT MYSTIC, PENNINGTON COUNTY, ABOUT
 PU1631'0.4 MILE NORTHWEST OF MILEPOST 72, NEAR THE WEST PORTAL OF TUNNEL
 PU1631'72.35, IN THE FOOTING OF THE NORTH WALL, 6.0 FEET NORTH OF THE
 PU1631'NORTH RAIL, AND 8.5 FEET EAST OF THE WEST END OF THE SOLID
 PU1631'SHORING.  A STANDARD DISK, STAMPED W 177 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0355 ***********************************************************************
 OS0355  DESIGNATION -  W 18
 OS0355  PID         -  OS0355
 OS0355  STATE/COUNTY-  SD/BENNETT
 OS0355  COUNTRY     -  US
 OS0355  USGS QUAD   -  DEADMANS LAKE (2017)
 OS0355
 OS0355                         *CURRENT SURVEY CONTROL
 OS0355  ______________________________________________________________________
 OS0355* NAD 83(1986) POSITION- 43 12 03.     (N) 101 33 47.     (W)   SCALED
 OS0355* NAVD 88 ORTHO HEIGHT -   920.712 (meters)     3020.70  (feet) ADJUSTED
 OS0355  ______________________________________________________________________
 OS0355  GEOID HEIGHT    -        -20.210 (meters)                     GEOID18
 OS0355  DYNAMIC HEIGHT  -        920.334 (meters)     3019.46  (feet) COMP
 OS0355  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 OS0355
 OS0355  VERT ORDER      -  SECOND    CLASS 0
 OS0355
 OS0355.The horizontal coordinates were scaled from a map and have
 OS0355.an estimated accuracy of +/- 6 seconds.
 OS0355
 OS0355.The orthometric height was determined by differential leveling and
 OS0355.adjusted by the NATIONAL GEODETIC SURVEY
 OS0355.in June 1991.
 OS0355
 OS0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0355.GEOID18 height accuracy estimate available here.
 OS0355
 OS0355.Click photographs - Photos may exist for this station.
 OS0355
 OS0355.The dynamic height is computed by dividing the NAVD 88
 OS0355.geopotential number by the normal gravity value computed on the
 OS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0355.degrees latitude (g = 980.6199 gals.).
 OS0355
 OS0355.The modeled gravity was interpolated from observed gravity values.
 OS0355
 OS0355;                    North         East    Units  Estimated Accuracy
 OS0355;SPC SD S     -    97,110.      500,070.      MT  (+/- 180 meters Scaled)
 OS0355
 OS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN917863(NAD 83)
 OS0355
 OS0355                          SUPERSEDED SURVEY CONTROL
 OS0355
 OS0355  NGVD 29 (??/??/92)  920.264  (m)         3019.23   (f) ADJ UNCH    2 0
 OS0355
 OS0355.Superseded values are not recommended for survey control.
 OS0355
 OS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0355.See file dsdata.pdf to determine how the superseded data were derived.
 OS0355
 OS0355_MARKER: DB = BENCH MARK DISK
 OS0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0355_STAMPING: W 18 1934
 OS0355_MARK LOGO: CGS
 OS0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0355+STABILITY: SURFACE MOTION
 OS0355
 OS0355  HISTORY     - Date     Condition        Report By
 OS0355  HISTORY     - 1934     MONUMENTED       CGS
 OS0355  HISTORY     - 1934     GOOD             CGS
 OS0355
 OS0355                          STATION DESCRIPTION
 OS0355
 OS0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0355'8.6 MI S FROM PATRICIA.
 OS0355'8.6 MILES SOUTH OF PATRICIA AND ALONG U.S. HWY. 18, 0.5 OF MILE
 OS0355'EAST OF SIDE ROAD TO SOUTH, AT FOOT OF A LONG SLOPE, 48 FEET
 OS0355'NORTH OF CENTER OF HIGHWAY, AND 27 FEET WEST OF PRIVATE ROAD TO
 OS0355'NORTH.  STANDARD DISK SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1671 ***********************************************************************
 PU1671  DESIGNATION -  W 182
 PU1671  PID         -  PU1671
 PU1671  STATE/COUNTY-  SD/PENNINGTON
 PU1671  COUNTRY     -  US
 PU1671  USGS QUAD   -  SILVER CITY (2017)
 PU1671
 PU1671                         *CURRENT SURVEY CONTROL
 PU1671  ______________________________________________________________________
 PU1671* NAD 83(1986) POSITION- 44 05 07.51   (N) 103 33 48.03   (W)   HD_HELD1
 PU1671* NAVD 88 ORTHO HEIGHT -  1402.731 (meters)     4602.13  (feet) ADJUSTED
 PU1671  ______________________________________________________________________
 PU1671  GEOID HEIGHT    -        -13.832 (meters)                     GEOID18
 PU1671  DYNAMIC HEIGHT  -       1402.165 (meters)     4600.27  (feet) COMP
 PU1671  MODELED GRAVITY -    980,165.3   (mgal)                       NAVD 88
 PU1671
 PU1671  VERT ORDER      -  SECOND    CLASS 0
 PU1671
 PU1671.The horizontal coordinates were determined by differentially corrected
 PU1671.hand held GPS observations or other comparable positioning techniques
 PU1671.and have an estimated accuracy of +/- 3 meters.
 PU1671
 PU1671.The orthometric height was determined by differential leveling and
 PU1671.adjusted by the NATIONAL GEODETIC SURVEY
 PU1671.in June 1991.
 PU1671
 PU1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1671.GEOID18 height accuracy estimate available here.
 PU1671
 PU1671.Click photographs - Photos may exist for this station.
 PU1671
 PU1671.The dynamic height is computed by dividing the NAVD 88
 PU1671.geopotential number by the normal gravity value computed on the
 PU1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1671.degrees latitude (g = 980.6199 gals.).
 PU1671
 PU1671.The modeled gravity was interpolated from observed gravity values.
 PU1671
 PU1671;                    North         East    Units  Estimated Accuracy
 PU1671;SPC SD S     -   199,674.9     341,386.0     MT  (+/- 3 meters HH1 GPS) 
 PU1671
 PU1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1501782363(NAD 83)
 PU1671
 PU1671                          SUPERSEDED SURVEY CONTROL
 PU1671
 PU1671  NGVD 29 (??/??/92) 1402.154  (m)         4600.23   (f) ADJ UNCH    2 0
 PU1671
 PU1671.Superseded values are not recommended for survey control.
 PU1671
 PU1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1671.See file dsdata.pdf to determine how the superseded data were derived.
 PU1671
 PU1671_MARKER: DB = BENCH MARK DISK
 PU1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1671_STAMPING: W 182 1934
 PU1671_MARK LOGO: CGS
 PU1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1671+STABILITY: SURFACE MOTION
 PU1671
 PU1671  HISTORY     - Date     Condition        Report By
 PU1671  HISTORY     - 1934     MONUMENTED       CGS
 PU1671
 PU1671                          STATION DESCRIPTION
 PU1671
 PU1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1671'4.4 MI W FROM PACTOLA.
 PU1671'ALONG THE BLACK HILLS RAPID CITY AND WESTERN RAILROAD, 5.05
 PU1671'MILES EAST OF RAILROAD JUNCTION, AT THE TOWN OF SILVER CITY,
 PU1671'ACROSS RAPID CREEK AND THE RAILROAD FROM HOFFMANS STORE, NEAR
 PU1671'RAILROAD RIGHT OF WAY FENCE, 74 FEET NORTHEAST OF THE NORTHEAST
 PU1671'CORNER OF HIGHWAY BRIDGE OVER RAPID CREEK, 6 RAILS EAST OF THE
 PU1671'WEST END OF SIDING, 43 FEET NORTH OF THE NORTH RAIL, AND 4 FEET
 PU1671'NORTH OF RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED W 182
 PU1671'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2084 ***********************************************************************
 PU2084  DESIGNATION -  W 183
 PU2084  PID         -  PU2084
 PU2084  STATE/COUNTY-  SD/LAWRENCE
 PU2084  COUNTRY     -  US
 PU2084  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2084
 PU2084                         *CURRENT SURVEY CONTROL
 PU2084  ______________________________________________________________________
 PU2084* NAD 83(1986) POSITION- 44 32 44.     (N) 103 57 57.     (W)   SCALED
 PU2084* NAVD 88 ORTHO HEIGHT -  1070.991 (meters)     3513.74  (feet) ADJUSTED
 PU2084  ______________________________________________________________________
 PU2084  GEOID HEIGHT    -        -14.650 (meters)                     GEOID18
 PU2084  DYNAMIC HEIGHT  -       1070.638 (meters)     3512.58  (feet) COMP
 PU2084  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 PU2084
 PU2084  VERT ORDER      -  SECOND    CLASS 0
 PU2084
 PU2084.The horizontal coordinates were scaled from a map and have
 PU2084.an estimated accuracy of +/- 6 seconds.
 PU2084
 PU2084.The orthometric height was determined by differential leveling and
 PU2084.adjusted by the NATIONAL GEODETIC SURVEY
 PU2084.in June 1991.
 PU2084
 PU2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2084.GEOID18 height accuracy estimate available here.
 PU2084
 PU2084.Click photographs - Photos may exist for this station.
 PU2084
 PU2084.The dynamic height is computed by dividing the NAVD 88
 PU2084.geopotential number by the normal gravity value computed on the
 PU2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2084.degrees latitude (g = 980.6199 gals.).
 PU2084
 PU2084.The modeled gravity was interpolated from observed gravity values.
 PU2084
 PU2084;                    North         East    Units  Estimated Accuracy
 PU2084;SPC SD N     -    86,860.      284,980.      MT  (+/- 180 meters Scaled)
 PU2084
 PU2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK821329(NAD 83)
 PU2084
 PU2084                          SUPERSEDED SURVEY CONTROL
 PU2084
 PU2084  NGVD 29 (??/??/92) 1070.45   (m)         3512.0    (f) COMPUTED    2 0
 PU2084
 PU2084.Superseded values are not recommended for survey control.
 PU2084
 PU2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2084.See file dsdata.pdf to determine how the superseded data were derived.
 PU2084
 PU2084_MARKER: DB = BENCH MARK DISK
 PU2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2084_STAMPING: W 183 1934
 PU2084_MARK LOGO: CGS
 PU2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2084+STABILITY: SURFACE MOTION
 PU2084
 PU2084  HISTORY     - Date     Condition        Report By
 PU2084  HISTORY     - 1934     MONUMENTED       CGS
 PU2084
 PU2084                          STATION DESCRIPTION
 PU2084
 PU2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU2084'6 MI E FROM BEULAH.
 PU2084'6.05 MILES EAST FROM THE POST OFFICE.  ALONG U.S. HIGHWAY 16,
 PU2084'BETWEEN BEULAH AND SPEARFISH, SOUTH DAKOTA, IN A HOLLOW ON A
 PU2084'HILLSIDE ABOUT 0.1 MILE SOUTHEAST OF BRIDGE OVER SMALL CREEK,
 PU2084'30 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.0
 PU2084'FEET SOUTHWEST OF RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2085 ***********************************************************************
 PU2085  DESIGNATION -  W 183 RESET
 PU2085  PID         -  PU2085
 PU2085  STATE/COUNTY-  SD/LAWRENCE
 PU2085  COUNTRY     -  US
 PU2085  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2085
 PU2085                         *CURRENT SURVEY CONTROL
 PU2085  ______________________________________________________________________
 PU2085* NAD 83(1986) POSITION- 44 32 44.     (N) 103 57 57.     (W)   SCALED
 PU2085* NAVD 88 ORTHO HEIGHT -  1073.584 (meters)     3522.25  (feet) ADJUSTED
 PU2085  ______________________________________________________________________
 PU2085  GEOID HEIGHT    -        -14.650 (meters)                     GEOID18
 PU2085  DYNAMIC HEIGHT  -       1073.229 (meters)     3521.09  (feet) COMP
 PU2085  MODELED GRAVITY -    980,250.7   (mgal)                       NAVD 88
 PU2085
 PU2085  VERT ORDER      -  SECOND    CLASS 0
 PU2085
 PU2085.The horizontal coordinates were scaled from a map and have
 PU2085.an estimated accuracy of +/- 6 seconds.
 PU2085
 PU2085.The orthometric height was determined by differential leveling and
 PU2085.adjusted by the NATIONAL GEODETIC SURVEY
 PU2085.in June 1991.
 PU2085
 PU2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2085.GEOID18 height accuracy estimate available here.
 PU2085
 PU2085.Click photographs - Photos may exist for this station.
 PU2085
 PU2085.The dynamic height is computed by dividing the NAVD 88
 PU2085.geopotential number by the normal gravity value computed on the
 PU2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2085.degrees latitude (g = 980.6199 gals.).
 PU2085
 PU2085.The modeled gravity was interpolated from observed gravity values.
 PU2085
 PU2085;                    North         East    Units  Estimated Accuracy
 PU2085;SPC SD N     -    86,860.      284,980.      MT  (+/- 180 meters Scaled)
 PU2085
 PU2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK821329(NAD 83)
 PU2085
 PU2085                          SUPERSEDED SURVEY CONTROL
 PU2085
 PU2085  NGVD 29 (??/??/92) 1073.037  (m)         3520.46   (f) ADJ UNCH    2 0
 PU2085
 PU2085.Superseded values are not recommended for survey control.
 PU2085
 PU2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2085.See file dsdata.pdf to determine how the superseded data were derived.
 PU2085
 PU2085_MARKER: DB = BENCH MARK DISK
 PU2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2085_STAMPING: W 183 RESET 1940
 PU2085_MARK LOGO: CGS
 PU2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2085+STABILITY: SURFACE MOTION
 PU2085
 PU2085  HISTORY     - Date     Condition        Report By
 PU2085  HISTORY     - 1940     MONUMENTED       CGS
 PU2085  HISTORY     - 1962     GOOD             CGS
 PU2085
 PU2085                          STATION DESCRIPTION
 PU2085
 PU2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2085'8.2 MI NW FROM SPEARFISH.
 PU2085'ABOUT 2 MILE NORTH ALONG OLD HIGHWAY 85 FROM THE POST OFFICE
 PU2085'AT SPEARFISH TO THE JUNCTION OF U.S. HIGHWAY 14, THENCE 6.2
 PU2085'MILE WEST ALONG U.S. HIGHWAY 14, ON THE SOUTHWEST SLOPE OF A
 PU2085'HILL, 87 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 58
 PU2085'FEET NORTHEAST OF THE NORTHEAST END OF A 24 INCH CONCRETE
 PU2085'CULVERT, 38 FEET NORTHEAST OF THE FENCE LINE, 28 FEET NORTH
 PU2085'NORTHWEST OF A POWER POLE, 38 FEET NORTHEAST OF A WITNESS POST,
 PU2085'A CONCRETE POST PROJECTING 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0245 ***********************************************************************
 QQ0245  DESIGNATION -  W 19
 QQ0245  PID         -  QQ0245
 QQ0245  STATE/COUNTY-  SD/DAY
 QQ0245  COUNTRY     -  US
 QQ0245  USGS QUAD   -  BRISTOL WEST (2017)
 QQ0245
 QQ0245                         *CURRENT SURVEY CONTROL
 QQ0245  ______________________________________________________________________
 QQ0245* NAD 83(1986) POSITION- 45 20 30.     (N) 097 44 59.     (W)   SCALED
 QQ0245* NAVD 88 ORTHO HEIGHT -   546.426 (meters)     1792.73  (feet) ADJUSTED
 QQ0245  ______________________________________________________________________
 QQ0245  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 QQ0245  DYNAMIC HEIGHT  -        546.363 (meters)     1792.53  (feet) COMP
 QQ0245  MODELED GRAVITY -    980,484.6   (mgal)                       NAVD 88
 QQ0245
 QQ0245  VERT ORDER      -  FIRST     CLASS II
 QQ0245
 QQ0245.The horizontal coordinates were scaled from a map and have
 QQ0245.an estimated accuracy of +/- 6 seconds.
 QQ0245
 QQ0245.The orthometric height was determined by differential leveling and
 QQ0245.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0245.in July 1998.
 QQ0245
 QQ0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0245.GEOID18 height accuracy estimate available here.
 QQ0245
 QQ0245.Click photographs - Photos may exist for this station.
 QQ0245
 QQ0245.The dynamic height is computed by dividing the NAVD 88
 QQ0245.geopotential number by the normal gravity value computed on the
 QQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0245.degrees latitude (g = 980.6199 gals.).
 QQ0245
 QQ0245.The modeled gravity was interpolated from observed gravity values.
 QQ0245
 QQ0245;                    North         East    Units  Estimated Accuracy
 QQ0245;SPC SD N     -   170,060.      776,340.      MT  (+/- 180 meters Scaled)
 QQ0245
 QQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR979216(NAD 83)
 QQ0245
 QQ0245                          SUPERSEDED SURVEY CONTROL
 QQ0245
 QQ0245  NAVD 88 (06/15/91)  546.412  (m)         1792.69   (f) SUPERSEDED  1 2
 QQ0245  NGVD 29 (??/??/92)  546.119  (m)         1791.73   (f) ADJ UNCH    1 2
 QQ0245
 QQ0245.Superseded values are not recommended for survey control.
 QQ0245
 QQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0245.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0245
 QQ0245_MARKER: DB = BENCH MARK DISK
 QQ0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0245_SP_SET: BUILDING
 QQ0245_STAMPING: W 19 1931 1791.725
 QQ0245_MARK LOGO: CGS
 QQ0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0245+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0245
 QQ0245  HISTORY     - Date     Condition        Report By
 QQ0245  HISTORY     - 1931     MONUMENTED       CGS
 QQ0245  HISTORY     - 1934     GOOD             CGS
 QQ0245  HISTORY     - 19950101 GOOD             SDDENR
 QQ0245  HISTORY     - 19970314 GOOD             NGS
 QQ0245
 QQ0245                          STATION DESCRIPTION
 QQ0245
 QQ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0245'IN BRISTOL.
 QQ0245'AT BRISTOL, DAY COUNTY, AT THE PUBLIC SCHOOL BUILDING, IN THE
 QQ0245'NORTH WALL, ON THE WEST SIDE OF THE ENTRANCE, AND 5 FEET ABOVE
 QQ0245'THE STEP.  A STANDARD DISK, STAMPED 1791.725 W 19 1931 AND SET
 QQ0245'VERTICALLY.
 QQ0245
 QQ0245                          STATION RECOVERY (1934)
 QQ0245
 QQ0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0245'RECOVERED IN GOOD CONDITION.
 QQ0245
 QQ0245                          STATION RECOVERY (1995)
 QQ0245
 QQ0245'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 QQ0245'FOUND IN GOOD CONDITION.
 QQ0245
 QQ0245                          STATION RECOVERY (1997)
 QQ0245
 QQ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0245'IN BRISTOL, AT THE INTERSECTION OF MAIN STREET AND FIFTH AVENUE, SET
 QQ0245'VERTICALLY IN THE NORTH FACE OF AN ENTRANCE TO A SCHOOL, 58.7 M (192.6
 QQ0245'FT) EAST OF THE STREET CENTER, 56.0 M (183.7 FT) SOUTH OF THE AVENUE
 QQ0245'CENTER, 9.5 M (31.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 QQ0245'BUILDING, 1.6 M (5.2 FT) ABOVE THE GROUND SURFACE, AND 1.2 M (3.9 FT)
 QQ0245'WEST OF THE CENTER OF THE DOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0430 ***********************************************************************
 QS0430  DESIGNATION -  W 19
 QS0430  PID         -  QS0430
 QS0430  STATE/COUNTY-  SD/CORSON
 QS0430  COUNTRY     -  US
 QS0430  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0430
 QS0430                         *CURRENT SURVEY CONTROL
 QS0430  ______________________________________________________________________
 QS0430* NAD 83(1986) POSITION- 45 30 58.     (N) 101 25 44.     (W)   SCALED
 QS0430* NAVD 88 ORTHO HEIGHT -   692.204 (meters)     2271.01  (feet) ADJUSTED
 QS0430  ______________________________________________________________________
 QS0430  GEOID HEIGHT    -        -20.418 (meters)                     GEOID18
 QS0430  DYNAMIC HEIGHT  -        692.114 (meters)     2270.71  (feet) COMP
 QS0430  MODELED GRAVITY -    980,462.5   (mgal)                       NAVD 88
 QS0430
 QS0430  VERT ORDER      -  FIRST     CLASS II
 QS0430
 QS0430.The horizontal coordinates were scaled from a map and have
 QS0430.an estimated accuracy of +/- 6 seconds.
 QS0430
 QS0430.The orthometric height was determined by differential leveling and
 QS0430.adjusted by the NATIONAL GEODETIC SURVEY
 QS0430.in June 1991.
 QS0430
 QS0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0430.GEOID18 height accuracy estimate available here.
 QS0430
 QS0430.Click photographs - Photos may exist for this station.
 QS0430
 QS0430.The dynamic height is computed by dividing the NAVD 88
 QS0430.geopotential number by the normal gravity value computed on the
 QS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0430.degrees latitude (g = 980.6199 gals.).
 QS0430
 QS0430.The modeled gravity was interpolated from observed gravity values.
 QS0430
 QS0430;                    North         East    Units  Estimated Accuracy
 QS0430;SPC SD N     -   187,980.      488,360.      MT  (+/- 180 meters Scaled)
 QS0430
 QS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR102431(NAD 83)
 QS0430
 QS0430                          SUPERSEDED SURVEY CONTROL
 QS0430
 QS0430  NGVD 29 (??/??/92)  691.752  (m)         2269.52   (f) ADJ UNCH    1 2
 QS0430
 QS0430.Superseded values are not recommended for survey control.
 QS0430
 QS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0430.See file dsdata.pdf to determine how the superseded data were derived.
 QS0430
 QS0430_MARKER: DB = BENCH MARK DISK
 QS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0430_STAMPING: W 19 1933
 QS0430_MARK LOGO: CGS
 QS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0430+STABILITY: SURFACE MOTION
 QS0430
 QS0430  HISTORY     - Date     Condition        Report By
 QS0430  HISTORY     - 1933     MONUMENTED       CGS
 QS0430  HISTORY     - 1961     GOOD             CGS
 QS0430  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0430
 QS0430                          STATION DESCRIPTION
 QS0430
 QS0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QS0430'8.2 MI N FROM ISABEL.
 QS0430'IN CORSON COUNTY, ABOUT 8.2 MILES NORTH ALONG STATE HIGHWAY 65
 QS0430'FROM ISABEL, DEWEY COUNTY, AT A CURVE IN THE HIGHWAY, AT A ROAD
 QS0430'INTERSECTION, 63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 QS0430'63 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD.  A
 QS0430'STANDARD DISK, STAMPED W 19 1933 AND SET IN THE TOP OF A CONCRETE
 QS0430'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QS0430
 QS0430                          STATION RECOVERY (1985)
 QS0430
 QS0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0430'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0304 ***********************************************************************
 OQ0304  DESIGNATION -  W 2
 OQ0304  PID         -  OQ0304
 OQ0304  STATE/COUNTY-  SD/MOODY
 OQ0304  COUNTRY     -  US
 OQ0304  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0304
 OQ0304                         *CURRENT SURVEY CONTROL
 OQ0304  ______________________________________________________________________
 OQ0304* NAD 83(1986) POSITION- 43 52 08.     (N) 096 39 04.     (W)   SCALED
 OQ0304* NAVD 88 ORTHO HEIGHT -   454.285 (meters)     1490.43  (feet) ADJUSTED
 OQ0304  ______________________________________________________________________
 OQ0304  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 OQ0304  DYNAMIC HEIGHT  -        454.179 (meters)     1490.09  (feet) COMP
 OQ0304  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 OQ0304
 OQ0304  VERT ORDER      -  FIRST     CLASS II
 OQ0304
 OQ0304.The horizontal coordinates were scaled from a map and have
 OQ0304.an estimated accuracy of +/- 6 seconds.
 OQ0304
 OQ0304.The orthometric height was determined by differential leveling and
 OQ0304.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0304.in June 1991.
 OQ0304
 OQ0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0304.GEOID18 height accuracy estimate available here.
 OQ0304
 OQ0304.Click photographs - Photos may exist for this station.
 OQ0304
 OQ0304.The dynamic height is computed by dividing the NAVD 88
 OQ0304.geopotential number by the normal gravity value computed on the
 OQ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0304.degrees latitude (g = 980.6199 gals.).
 OQ0304
 OQ0304.The modeled gravity was interpolated from observed gravity values.
 OQ0304
 OQ0304;                    North         East    Units  Estimated Accuracy
 OQ0304;SPC SD S     -   177,150.      895,870.      MT  (+/- 180 meters Scaled)
 OQ0304
 OQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP887599(NAD 83)
 OQ0304
 OQ0304                          SUPERSEDED SURVEY CONTROL
 OQ0304
 OQ0304.No superseded survey control is available for this station.
 OQ0304
 OQ0304_MARKER: P = PIPE CAP
 OQ0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0304_STAMPING: ELEV 1489.544 FT
 OQ0304_MARK LOGO: CGS
 OQ0304_MAGNETIC: P = MARKER IS A STEEL PIPE
 OQ0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0304
 OQ0304  HISTORY     - Date     Condition        Report By
 OQ0304  HISTORY     - 1905     MONUMENTED       CGS
 OQ0304  HISTORY     - 1965     GOOD             CGS
 OQ0304  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0304
 OQ0304                          STATION DESCRIPTION
 OQ0304
 OQ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OQ0304'2.5 MI S FROM TRENT.
 OQ0304'2.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0304'PACIFIC RAILROAD FROM THE STATION AT TRENT, MOODY COUNTY, 0.4
 OQ0304'MILES SOUTH OF A BRIDGE OVER THE BIG SIOUX RIVER, AT A ROAD
 OQ0304'CROSSING, 62.5 FT. EAST OF THE CENTER LINE OF THE TRACK, 36 FT.
 OQ0304'SOUTH OF THE CENTERLINE OF THE ROAD, 11 FT. EAST OF A FENCE
 OQ0304'CORNER, 4 FT. SOUTHEAST OF THE FENCE, AND 1 FOOT BELOW THE
 OQ0304'SURFACE OF THE GROUND.  A STANDARD CAP, STAMPED ELEV 1489.544
 OQ0304'FT AND FASTENED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 OQ0304
 OQ0304                          STATION RECOVERY (2012)
 OQ0304
 OQ0304'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0829 ***********************************************************************
 PT0829  DESIGNATION -  W 20
 PT0829  PID         -  PT0829
 PT0829  STATE/COUNTY-  SD/ZIEBACH
 PT0829  COUNTRY     -  US
 PT0829  USGS QUAD   -  MILLER DAM (2017)
 PT0829
 PT0829                         *CURRENT SURVEY CONTROL
 PT0829  ______________________________________________________________________
 PT0829* NAD 83(1986) POSITION- 44 53 32.     (N) 101 37 23.     (W)   SCALED
 PT0829* NAVD 88 ORTHO HEIGHT -   747.715 (meters)     2453.13  (feet) ADJUSTED
 PT0829  ______________________________________________________________________
 PT0829  GEOID HEIGHT    -        -20.689 (meters)                     GEOID18
 PT0829  DYNAMIC HEIGHT  -        747.556 (meters)     2452.61  (feet) COMP
 PT0829  MODELED GRAVITY -    980,380.2   (mgal)                       NAVD 88
 PT0829
 PT0829  VERT ORDER      -  FIRST     CLASS II
 PT0829
 PT0829.The horizontal coordinates were scaled from a map and have
 PT0829.an estimated accuracy of +/- 6 seconds.
 PT0829
 PT0829.The orthometric height was determined by differential leveling and
 PT0829.adjusted by the NATIONAL GEODETIC SURVEY
 PT0829.in June 1991.
 PT0829
 PT0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0829.GEOID18 height accuracy estimate available here.
 PT0829
 PT0829.Click photographs - Photos may exist for this station.
 PT0829
 PT0829.The dynamic height is computed by dividing the NAVD 88
 PT0829.geopotential number by the normal gravity value computed on the
 PT0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0829.degrees latitude (g = 980.6199 gals.).
 PT0829
 PT0829.The modeled gravity was interpolated from observed gravity values.
 PT0829
 PT0829;                    North         East    Units  Estimated Accuracy
 PT0829;SPC SD N     -   118,950.      471,800.      MT  (+/- 180 meters Scaled)
 PT0829
 PT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ928743(NAD 83)
 PT0829
 PT0829                          SUPERSEDED SURVEY CONTROL
 PT0829
 PT0829  NGVD 29 (??/??/92)  747.263  (m)         2451.65   (f) ADJ UNCH    1 2
 PT0829
 PT0829.Superseded values are not recommended for survey control.
 PT0829
 PT0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0829.See file dsdata.pdf to determine how the superseded data were derived.
 PT0829
 PT0829_MARKER: DB = BENCH MARK DISK
 PT0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0829_STAMPING: W 20 1933
 PT0829_MARK LOGO: CGS
 PT0829_PROJECTION: PROJECTING 30 CENTIMETERS
 PT0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0829+STABILITY: SURFACE MOTION
 PT0829
 PT0829  HISTORY     - Date     Condition        Report By
 PT0829  HISTORY     - 1933     MONUMENTED       CGS
 PT0829  HISTORY     - 1934     GOOD             CGS
 PT0829
 PT0829                          STATION DESCRIPTION
 PT0829
 PT0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0829'11.5 MI S FROM DUPREE.
 PT0829'11.5 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0829'COUNTY, AT A SECTION CORNER, 77 FEET WEST OF THE CENTER LINE
 PT0829'OF THE ROAD, AND 39 FEET SOUTH OF THE SECTION LINE.  A STANDARD
 PT0829'DISK, STAMPED W 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 PT0829'PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 PT0829
 PT0829                          STATION RECOVERY (1934)
 PT0829
 PT0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0113 ***********************************************************************
 QR0113  DESIGNATION -  W 20
 QR0113  PID         -  QR0113
 QR0113  STATE/COUNTY-  SD/EDMUNDS
 QR0113  COUNTRY     -  US
 QR0113  USGS QUAD   -  MINA (2017)
 QR0113
 QR0113                         *CURRENT SURVEY CONTROL
 QR0113  ______________________________________________________________________
 QR0113* NAD 83(1986) POSITION- 45 26 23.     (N) 098 45 15.     (W)   SCALED
 QR0113* NAVD 88 ORTHO HEIGHT -   438.016 (meters)     1437.06  (feet) ADJUSTED
 QR0113  ______________________________________________________________________
 QR0113  GEOID HEIGHT    -        -23.975 (meters)                     GEOID18
 QR0113  DYNAMIC HEIGHT  -        437.984 (meters)     1436.95  (feet) COMP
 QR0113  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 QR0113
 QR0113  VERT ORDER      -  FIRST     CLASS II
 QR0113
 QR0113.The horizontal coordinates were scaled from a map and have
 QR0113.an estimated accuracy of +/- 6 seconds.
 QR0113
 QR0113.The orthometric height was determined by differential leveling and
 QR0113.adjusted by the NATIONAL GEODETIC SURVEY
 QR0113.in June 1991.
 QR0113
 QR0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0113.GEOID18 height accuracy estimate available here.
 QR0113
 QR0113.Click photographs - Photos may exist for this station.
 QR0113
 QR0113.The dynamic height is computed by dividing the NAVD 88
 QR0113.geopotential number by the normal gravity value computed on the
 QR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0113.degrees latitude (g = 980.6199 gals.).
 QR0113
 QR0113.The modeled gravity was interpolated from observed gravity values.
 QR0113
 QR0113;                    North         East    Units  Estimated Accuracy
 QR0113;SPC SD N     -   179,260.      697,470.      MT  (+/- 180 meters Scaled)
 QR0113
 QR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR192318(NAD 83)
 QR0113
 QR0113                          SUPERSEDED SURVEY CONTROL
 QR0113
 QR0113  NGVD 29 (??/??/92)  437.699  (m)         1436.02   (f) ADJ UNCH    1 2
 QR0113
 QR0113.Superseded values are not recommended for survey control.
 QR0113
 QR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0113.See file dsdata.pdf to determine how the superseded data were derived.
 QR0113
 QR0113_MARKER: DB = BENCH MARK DISK
 QR0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0113_STAMPING: W 20 1931 1436.017
 QR0113_MARK LOGO: CGS
 QR0113_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0113+STABILITY: SURFACE MOTION
 QR0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0113+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QR0113
 QR0113  HISTORY     - Date     Condition        Report By
 QR0113  HISTORY     - 1931     MONUMENTED       CGS
 QR0113  HISTORY     - 1941     GOOD             CGS
 QR0113  HISTORY     - 19960314 GOOD             SDDT
 QR0113
 QR0113                          STATION DESCRIPTION
 QR0113
 QR0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0113'AT MINA.
 QR0113'AT MINA, EDMUNDS COUNTY, 88 FEET NORTHEAST OF THE NORTHEAST
 QR0113'CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QR0113'STATION, 96 FEET NORTH OF THE NORTH RAIL, AND 2 FEET SOUTH
 QR0113'OF A FENCE.  A STANDARD DISK, STAMPED 1436.017 W 20 1931 AND
 QR0113'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QR0113'GROUND.
 QR0113
 QR0113                          STATION RECOVERY (1941)
 QR0113
 QR0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0113'RECOVERED IN GOOD CONDITION.
 QR0113
 QR0113                          STATION RECOVERY (1996)
 QR0113
 QR0113'RECOVERY NOTE BY SD DEPT OF TRANSP 1996 (GAS)
 QR0113'19.2 KM (11.95 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE WEST
 QR0113'JUNCTION OF U.S. HIGHWAY 281 IN ABERDEEN, 1038.0 M (3405.5 FT) EAST OF
 QR0113'MILEPOST 278, 87.4 M (286.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QR0113'37.6 M (123.4 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 28.7 M (94.2
 QR0113'FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 13.8 M
 QR0113'(45.3 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 14.5 M (47.6 FT)
 QR0113'NORTH OF A FENCE, 8.0 M (26.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 QR0113'M (1.6 FT) ABOVE THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH
 QR0113'WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY RENTED BY
 QR0113'MARISA EXDAHL, 37049 U.S. HIGHWAY 12, MINA, SD 57402.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0358 ***********************************************************************
 OS0358  DESIGNATION -  W 22
 OS0358  PID         -  OS0358
 OS0358  STATE/COUNTY-  SD/BENNETT
 OS0358  COUNTRY     -  US
 OS0358  USGS QUAD   -  PATRICIA (2017)
 OS0358
 OS0358                         *CURRENT SURVEY CONTROL
 OS0358  ______________________________________________________________________
 OS0358* NAD 83(1986) POSITION- 43 17 16.     (N) 101 30 51.     (W)   SCALED
 OS0358* NAVD 88 ORTHO HEIGHT -   901.196 (meters)     2956.67  (feet) ADJUSTED
 OS0358  ______________________________________________________________________
 OS0358  GEOID HEIGHT    -        -20.545 (meters)                     GEOID18
 OS0358  DYNAMIC HEIGHT  -        900.832 (meters)     2955.48  (feet) COMP
 OS0358  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 OS0358
 OS0358  VERT ORDER      -  SECOND    CLASS 0
 OS0358
 OS0358.The horizontal coordinates were scaled from a map and have
 OS0358.an estimated accuracy of +/- 6 seconds.
 OS0358
 OS0358.The orthometric height was determined by differential leveling and
 OS0358.adjusted by the NATIONAL GEODETIC SURVEY
 OS0358.in June 1991.
 OS0358
 OS0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0358.GEOID18 height accuracy estimate available here.
 OS0358
 OS0358.Click photographs - Photos may exist for this station.
 OS0358
 OS0358.The dynamic height is computed by dividing the NAVD 88
 OS0358.geopotential number by the normal gravity value computed on the
 OS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0358.degrees latitude (g = 980.6199 gals.).
 OS0358
 OS0358.The modeled gravity was interpolated from observed gravity values.
 OS0358
 OS0358;                    North         East    Units  Estimated Accuracy
 OS0358;SPC SD S     -   106,710.      504,180.      MT  (+/- 180 meters Scaled)
 OS0358
 OS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN960958(NAD 83)
 OS0358
 OS0358                          SUPERSEDED SURVEY CONTROL
 OS0358
 OS0358  NGVD 29 (??/??/92)  900.745  (m)         2955.19   (f) ADJ UNCH    2 0
 OS0358
 OS0358.Superseded values are not recommended for survey control.
 OS0358
 OS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0358.See file dsdata.pdf to determine how the superseded data were derived.
 OS0358
 OS0358_MARKER: DB = BENCH MARK DISK
 OS0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0358_STAMPING: W 22 1934
 OS0358_MARK LOGO: CGS
 OS0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0358+STABILITY: SURFACE MOTION
 OS0358
 OS0358  HISTORY     - Date     Condition        Report By
 OS0358  HISTORY     - 1934     MONUMENTED       CGS
 OS0358  HISTORY     - 1938     GOOD             CGS
 OS0358
 OS0358                          STATION DESCRIPTION
 OS0358
 OS0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0358'AT PATRICIA.
 OS0358'AT PATRICIA, BENNETT COUNTY, ON STATE HIGHWAY 73, AT A CURVE, 37
 OS0358'FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING EAST, 38 FEET
 OS0358'EAST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, 9 FEET
 OS0358'SOUTH OF THE EAST-AND-WEST FENCE, AND 3 FEET EAST OF THE
 OS0358'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED W 22 1934 AND
 OS0358'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1715 ***********************************************************************
 PU1715  DESIGNATION -  W 24
 PU1715  PID         -  PU1715
 PU1715  STATE/COUNTY-  SD/LAWRENCE
 PU1715  COUNTRY     -  US
 PU1715  USGS QUAD   -  SAINT ONGE (2017)
 PU1715
 PU1715                         *CURRENT SURVEY CONTROL
 PU1715  ______________________________________________________________________
 PU1715* NAD 83(1986) POSITION- 44 30 43.     (N) 103 40 27.     (W)   SCALED
 PU1715* NAVD 88 ORTHO HEIGHT -  1089.739 (meters)     3575.25  (feet) ADJUSTED
 PU1715  ______________________________________________________________________
 PU1715  GEOID HEIGHT    -        -15.118 (meters)                     GEOID18
 PU1715  DYNAMIC HEIGHT  -       1089.390 (meters)     3574.11  (feet) COMP
 PU1715  MODELED GRAVITY -    980,259.4   (mgal)                       NAVD 88
 PU1715
 PU1715  VERT ORDER      -  FIRST     CLASS II
 PU1715
 PU1715.The horizontal coordinates were scaled from a map and have
 PU1715.an estimated accuracy of +/- 6 seconds.
 PU1715
 PU1715.The orthometric height was determined by differential leveling and
 PU1715.adjusted by the NATIONAL GEODETIC SURVEY
 PU1715.in June 1991.
 PU1715
 PU1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1715.GEOID18 height accuracy estimate available here.
 PU1715
 PU1715.Click photographs - Photos may exist for this station.
 PU1715
 PU1715.The dynamic height is computed by dividing the NAVD 88
 PU1715.geopotential number by the normal gravity value computed on the
 PU1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1715.degrees latitude (g = 980.6199 gals.).
 PU1715
 PU1715.The modeled gravity was interpolated from observed gravity values.
 PU1715
 PU1715;                    North         East    Units  Estimated Accuracy
 PU1715;SPC SD N     -    82,040.      307,960.      MT  (+/- 180 meters Scaled)
 PU1715
 PU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK053295(NAD 83)
 PU1715
 PU1715                          SUPERSEDED SURVEY CONTROL
 PU1715
 PU1715  NGVD 29 (??/??/92) 1089.212  (m)         3573.52   (f) ADJ UNCH    1 2
 PU1715
 PU1715.Superseded values are not recommended for survey control.
 PU1715
 PU1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1715.See file dsdata.pdf to determine how the superseded data were derived.
 PU1715
 PU1715_MARKER: DB = BENCH MARK DISK
 PU1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1715_STAMPING: W 24 1934
 PU1715_MARK LOGO: CGS
 PU1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1715+STABILITY: SURFACE MOTION
 PU1715
 PU1715  HISTORY     - Date     Condition        Report By
 PU1715  HISTORY     - 1934     MONUMENTED       CGS
 PU1715  HISTORY     - 1962     GOOD             CGS
 PU1715
 PU1715                          STATION DESCRIPTION
 PU1715
 PU1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1715'3.9 MI NW FROM WHITEWOOD.
 PU1715'ABOUT 3.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1715'RAILWAY FROM THE U.S. HIGHWAY 14 OVERPASS AT WHITEWOOD OR ABOUT
 PU1715'3.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1715'FROM THE POST OFFICE AT ST. ONGE, AT A ROAD CROSSING IN SECTION
 PU1715'6, T 6 N, R 4 E, 6 1/2 POLES NORTHWEST OF MILE POST 139, 41 FEET
 PU1715'NORTHEAST OF THE NORTHEAST RAIL, 45 FEET EAST OF THE CENTER
 PU1715'OF THE ROAD CROSSING, 4 1/2 FEET SOUTHWEST OF A FENCE, 4.2 FEET
 PU1715'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 PU1715'OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1715'4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0087 ***********************************************************************
 QS0087  DESIGNATION -  W 27
 QS0087  PID         -  QS0087
 QS0087  STATE/COUNTY-  SD/WALWORTH
 QS0087  COUNTRY     -  US
 QS0087  USGS QUAD   -  SELBY (2017)
 QS0087
 QS0087                         *CURRENT SURVEY CONTROL
 QS0087  ______________________________________________________________________
 QS0087* NAD 83(1986) POSITION- 45 30 30.     (N) 100 01 54.     (W)   SCALED
 QS0087* NAVD 88 ORTHO HEIGHT -   583.544 (meters)     1914.51  (feet) ADJUSTED
 QS0087  ______________________________________________________________________
 QS0087  GEOID HEIGHT    -        -22.309 (meters)                     GEOID18
 QS0087  DYNAMIC HEIGHT  -        583.486 (meters)     1914.32  (feet) COMP
 QS0087  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 QS0087
 QS0087  VERT ORDER      -  FIRST     CLASS II
 QS0087
 QS0087.The horizontal coordinates were scaled from a map and have
 QS0087.an estimated accuracy of +/- 6 seconds.
 QS0087
 QS0087.The orthometric height was determined by differential leveling and
 QS0087.adjusted by the NATIONAL GEODETIC SURVEY
 QS0087.in July 1998.
 QS0087
 QS0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0087.GEOID18 height accuracy estimate available here.
 QS0087
 QS0087.Click photographs - Photos may exist for this station.
 QS0087
 QS0087.The dynamic height is computed by dividing the NAVD 88
 QS0087.geopotential number by the normal gravity value computed on the
 QS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0087.degrees latitude (g = 980.6199 gals.).
 QS0087
 QS0087.The modeled gravity was interpolated from observed gravity values.
 QS0087
 QS0087;                    North         East    Units  Estimated Accuracy
 QS0087;SPC SD N     -   186,140.      597,530.      MT  (+/- 180 meters Scaled)
 QS0087
 QS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR194399(NAD 83)
 QS0087
 QS0087                          SUPERSEDED SURVEY CONTROL
 QS0087
 QS0087  NAVD 88 (06/15/91)  583.262  (m)         1913.59   (f) SUPERSEDED  1 2
 QS0087  NGVD 29 (??/??/92)  582.889  (m)         1912.36   (f) ADJ UNCH    1 2
 QS0087
 QS0087.Superseded values are not recommended for survey control.
 QS0087
 QS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0087.See file dsdata.pdf to determine how the superseded data were derived.
 QS0087
 QS0087_MARKER: DB = BENCH MARK DISK
 QS0087_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QS0087_SP_SET: STEP
 QS0087_STAMPING: W 27 1934
 QS0087_MARK LOGO: CGS
 QS0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0087+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 QS0087
 QS0087  HISTORY     - Date     Condition        Report By
 QS0087  HISTORY     - 1934     MONUMENTED       CGS
 QS0087  HISTORY     - 1940     GOOD             CGS
 QS0087  HISTORY     - 19970312 GOOD             NGS
 QS0087
 QS0087                          STATION DESCRIPTION
 QS0087
 QS0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0087'AT SELBY.
 QS0087'AT THE SELBY HIGH SCHOOL IN SELBY, AT THE WEST ENTRANCE ON THE
 QS0087'SOUTH SIDE OF BUILDING, 1.5 FEET WEST OF THE EAST END OF THE
 QS0087'FIRST STEP OF THE ENTRANCE.  A STANDARD DISK, STAMPED W 27 1934
 QS0087'IN CONCRETE STEP.
 QS0087
 QS0087                          STATION RECOVERY (1997)
 QS0087
 QS0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0087'IN SELBY, AT THE INTERSECTION OF DAKOTA AND MAIN STREETS, IN THE 1ST
 QS0087'STEP FROM THE BOTTOM AT THE WEST ENTRANCE ON THE SOUTH SIDE OF THE
 QS0087'SELBY HIGH SCHOOL, 42.1 M (138.1 FT) EAST OF THE CENTER OF MAIN
 QS0087'STREET, 19.1 M (62.7 FT) NORTH OF THE CENTER OF DAKOTA STREET, 0.5 M
 QS0087'(1.6 FT) WEST OF THE EAST END OF THE STEP, AND 0.5 M (1.6 FT) ABOVE
 QS0087'THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0249 ***********************************************************************
 QS0249  DESIGNATION -  W 28
 QS0249  PID         -  QS0249
 QS0249  STATE/COUNTY-  SD/CORSON
 QS0249  COUNTRY     -  US
 QS0249  USGS QUAD   -  TRAIL CITY (2017)
 QS0249
 QS0249                         *CURRENT SURVEY CONTROL
 QS0249  ______________________________________________________________________
 QS0249* NAD 83(1986) POSITION- 45 29 47.     (N) 100 43 32.     (W)   SCALED
 QS0249* NAVD 88 ORTHO HEIGHT -   621.696 (meters)     2039.68  (feet) ADJUSTED
 QS0249  ______________________________________________________________________
 QS0249  GEOID HEIGHT    -        -21.425 (meters)                     GEOID18
 QS0249  DYNAMIC HEIGHT  -        621.626 (meters)     2039.45  (feet) COMP
 QS0249  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 QS0249
 QS0249  VERT ORDER      -  FIRST     CLASS II
 QS0249
 QS0249.The horizontal coordinates were scaled from a map and have
 QS0249.an estimated accuracy of +/- 6 seconds.
 QS0249
 QS0249.The orthometric height was determined by differential leveling and
 QS0249.adjusted by the NATIONAL GEODETIC SURVEY
 QS0249.in June 1991.
 QS0249
 QS0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0249.GEOID18 height accuracy estimate available here.
 QS0249
 QS0249.Click photographs - Photos may exist for this station.
 QS0249
 QS0249.The dynamic height is computed by dividing the NAVD 88
 QS0249.geopotential number by the normal gravity value computed on the
 QS0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0249.degrees latitude (g = 980.6199 gals.).
 QS0249
 QS0249.The modeled gravity was interpolated from observed gravity values.
 QS0249
 QS0249;                    North         East    Units  Estimated Accuracy
 QS0249;SPC SD N     -   185,060.      543,290.      MT  (+/- 180 meters Scaled)
 QS0249
 QS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR651395(NAD 83)
 QS0249
 QS0249                          SUPERSEDED SURVEY CONTROL
 QS0249
 QS0249  NGVD 29 (??/??/92)  621.292  (m)         2038.36   (f) ADJ UNCH    1 2
 QS0249
 QS0249.Superseded values are not recommended for survey control.
 QS0249
 QS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0249.See file dsdata.pdf to determine how the superseded data were derived.
 QS0249
 QS0249_MARKER: DB = BENCH MARK DISK
 QS0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0249_STAMPING: W 28 1934
 QS0249_MARK LOGO: CGS
 QS0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0249+STABILITY: SURFACE MOTION
 QS0249
 QS0249  HISTORY     - Date     Condition        Report By
 QS0249  HISTORY     - 1934     MONUMENTED       CGS
 QS0249
 QS0249                          STATION DESCRIPTION
 QS0249
 QS0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0249'2.4 MI NE FROM TRAIL CITY.
 QS0249'IN CORSON COUNTY, 2.4 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE,
 QS0249'ST. PAUL AND PACIFIC RAILROAD FROM TRAIL CITY, DEWEY COUNTY,
 QS0249'67 YARDS SOUTHWEST OF MILEPOST 20, ABOUT 50 YARDS WEST OF THE
 QS0249'CENTERLINE OF THE TRACK, AND 20 YARDS WEST OF THE RIGHT-OF-FENCE.
 QS0249'A STANDARD DISK, STAMPED W 28 1934 AND SET IN THE TOP OF A
 QS0249'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0139 ***********************************************************************
 QS0139  DESIGNATION -  W 294
 QS0139  PID         -  QS0139
 QS0139  STATE/COUNTY-  SD/WALWORTH
 QS0139  COUNTRY     -  US
 QS0139  USGS QUAD   -  SELBY (2017)
 QS0139
 QS0139                         *CURRENT SURVEY CONTROL
 QS0139  ______________________________________________________________________
 QS0139* NAD 83(1986) POSITION- 45 30 10.     (N) 100 02 15.     (W)   SCALED
 QS0139* NAVD 88 ORTHO HEIGHT -   580.363 (meters)     1904.07  (feet) ADJUSTED
 QS0139  ______________________________________________________________________
 QS0139  GEOID HEIGHT    -        -22.297 (meters)                     GEOID18
 QS0139  DYNAMIC HEIGHT  -        580.304 (meters)     1903.88  (feet) COMP
 QS0139  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 QS0139
 QS0139  VERT ORDER      -  SECOND    CLASS 0
 QS0139
 QS0139.The horizontal coordinates were scaled from a map and have
 QS0139.an estimated accuracy of +/- 6 seconds.
 QS0139
 QS0139.The orthometric height was determined by differential leveling and
 QS0139.adjusted by the NATIONAL GEODETIC SURVEY
 QS0139.in June 1991.
 QS0139
 QS0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0139.GEOID18 height accuracy estimate available here.
 QS0139
 QS0139.Click photographs - Photos may exist for this station.
 QS0139
 QS0139.The dynamic height is computed by dividing the NAVD 88
 QS0139.geopotential number by the normal gravity value computed on the
 QS0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0139.degrees latitude (g = 980.6199 gals.).
 QS0139
 QS0139.The modeled gravity was interpolated from observed gravity values.
 QS0139
 QS0139;                    North         East    Units  Estimated Accuracy
 QS0139;SPC SD N     -   185,520.      597,070.      MT  (+/- 180 meters Scaled)
 QS0139
 QS0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR189393(NAD 83)
 QS0139
 QS0139                          SUPERSEDED SURVEY CONTROL
 QS0139
 QS0139  NGVD 29 (??/??/92)  579.991  (m)         1902.85   (f) ADJ UNCH    2 0
 QS0139
 QS0139.Superseded values are not recommended for survey control.
 QS0139
 QS0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0139.See file dsdata.pdf to determine how the superseded data were derived.
 QS0139
 QS0139_MARKER: DB = BENCH MARK DISK
 QS0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0139_SP_SET: OVERPASS
 QS0139_STAMPING: W 294 1940
 QS0139_MARK LOGO: CGS
 QS0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0139
 QS0139  HISTORY     - Date     Condition        Report By
 QS0139  HISTORY     - 1940     MONUMENTED       CGS
 QS0139
 QS0139                          STATION DESCRIPTION
 QS0139
 QS0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0139'0.4 MI SW FROM SELBY.
 QS0139'0.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT SELBY,
 QS0139'WALWORTH COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0139'RAILROAD OVERPASS, IN THE TOP OF THE SOUTHWEST CONCRETE WING
 QS0139'WALL, 16.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.6
 QS0139'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 QS0139'STAMPED W 294 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE6952 ***********************************************************************
 AE6952  DESIGNATION -  W 294 RESET
 AE6952  PID         -  AE6952
 AE6952  STATE/COUNTY-  SD/WALWORTH
 AE6952  COUNTRY     -  US
 AE6952  USGS QUAD   -  SELBY (2017)
 AE6952
 AE6952                         *CURRENT SURVEY CONTROL
 AE6952  ______________________________________________________________________
 AE6952* NAD 83(1986) POSITION- 45 30 09.     (N) 100 02 16.     (W)   SCALED
 AE6952* NAVD 88 ORTHO HEIGHT -   581.521 (meters)     1907.87  (feet) ADJUSTED
 AE6952  ______________________________________________________________________
 AE6952  GEOID HEIGHT    -        -22.297 (meters)                     GEOID18
 AE6952  DYNAMIC HEIGHT  -        581.463 (meters)     1907.68  (feet) COMP
 AE6952  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 AE6952
 AE6952  VERT ORDER      -  FIRST     CLASS II
 AE6952
 AE6952.The horizontal coordinates were scaled from a map and have
 AE6952.an estimated accuracy of +/- 6 seconds.
 AE6952
 AE6952.The orthometric height was determined by differential leveling and
 AE6952.adjusted by the NATIONAL GEODETIC SURVEY
 AE6952.in July 1998.
 AE6952
 AE6952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6952.GEOID18 height accuracy estimate available here.
 AE6952
 AE6952.Click photographs - Photos may exist for this station.
 AE6952
 AE6952.The dynamic height is computed by dividing the NAVD 88
 AE6952.geopotential number by the normal gravity value computed on the
 AE6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6952.degrees latitude (g = 980.6199 gals.).
 AE6952
 AE6952.The modeled gravity was interpolated from observed gravity values.
 AE6952
 AE6952;                    North         East    Units  Estimated Accuracy
 AE6952;SPC SD N     -   185,490.      597,050.      MT  (+/- 180 meters Scaled)
 AE6952
 AE6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR189392(NAD 83)
 AE6952
 AE6952                          SUPERSEDED SURVEY CONTROL
 AE6952
 AE6952.No superseded survey control is available for this station.
 AE6952
 AE6952_MARKER: DV = VERTICAL CONTROL DISK
 AE6952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE6952_SP_SET: ABUTMENT
 AE6952_STAMPING: W 294 1940 RESET 1997
 AE6952_MARK LOGO: NGS
 AE6952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6952+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 AE6952
 AE6952  HISTORY     - Date     Condition        Report By
 AE6952  HISTORY     - 1997     MONUMENTED       SDDT
 AE6952  HISTORY     - 19970312 GOOD             NGS
 AE6952
 AE6952                          STATION DESCRIPTION
 AE6952
 AE6952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6952'0.5 KM (0.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE6952'STATE HIGHWAY 130 IN SELBY, IN TOP OF AND 2.0 M (6.6 FT) EAST OF THE
 AE6952'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AE6952'BURLINGTON NORTHERN RAILROAD, 433.0 M (1420.6 FT) EAST OF MILEPOST
 AE6952'210, 8.4 M (27.6 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0
 AE6952'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0323 ***********************************************************************
 PS0323  DESIGNATION -  W 295 RESET
 PS0323  PID         -  PS0323
 PS0323  STATE/COUNTY-  SD/HYDE
 PS0323  COUNTRY     -  US
 PS0323  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0323
 PS0323                         *CURRENT SURVEY CONTROL
 PS0323  ______________________________________________________________________
 PS0323* NAD 83(1986) POSITION- 44 39 29.     (N) 099 27 07.     (W)   SCALED
 PS0323* NAVD 88 ORTHO HEIGHT -   515.13  (meters)     1690.1   (feet) RESET
 PS0323  ______________________________________________________________________
 PS0323  GEOID HEIGHT    -        -23.501 (meters)                     GEOID18
 PS0323  VERT ORDER      -  THIRD
 PS0323
 PS0323.The horizontal coordinates were scaled from a map and have
 PS0323.an estimated accuracy of +/- 6 seconds.
 PS0323
 PS0323.The orthometric height was computed from unverified reset data.
 PS0323
 PS0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0323.GEOID18 height accuracy estimate available here.
 PS0323
 PS0323.Click photographs - Photos may exist for this station.
 PS0323
 PS0323;                    North         East    Units  Estimated Accuracy
 PS0323;SPC SD N     -    91,790.      643,470.      MT  (+/- 180 meters Scaled)
 PS0323
 PS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ641450(NAD 83)
 PS0323
 PS0323                          SUPERSEDED SURVEY CONTROL
 PS0323
 PS0323.No superseded survey control is available for this station.
 PS0323
 PS0323_MARKER: DB = BENCH MARK DISK
 PS0323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0323_SP_SET: BOX CULVERT HEADWALL
 PS0323_STAMPING: W 295 RESET 1963
 PS0323_MARK LOGO: CGS
 PS0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0323+STABILITY: SURFACE MOTION
 PS0323
 PS0323  HISTORY     - Date     Condition        Report By
 PS0323  HISTORY     - 1963     MONUMENTED       SDHD
 PS0323  HISTORY     - 1984     GOOD             NGS
 PS0323
 PS0323                          STATION DESCRIPTION
 PS0323
 PS0323'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1963
 PS0323'10 MI N FROM HIGHMORE.
 PS0323'10.0 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0323'NORTHWESTERN RAILWAY STATION AT HIGHMORE, 0.2 MILES NORTH OF A
 PS0323'WHITE FARMHOUSE AT A BOX CULVERT ON THE ROAD IN THE EAST HEADWALL.
 PS0323
 PS0323                          STATION RECOVERY (1984)
 PS0323
 PS0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0323'ABOUT 15.5 KM (9.6 MI) NORTH ALONG HIGHWAY 47 FROM THE JUNCTION OF
 PS0323'HIGHWAYS 47 AND 14 ON THE NORTH EDGE OF HIGHMORE, IN THE SOUTH END OF
 PS0323'THE EAST HEADWALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0246 ***********************************************************************
 OR0246  DESIGNATION -  W 296
 OR0246  PID         -  OR0246
 OR0246  STATE/COUNTY-  SD/CHARLES MIX
 OR0246  COUNTRY     -  US
 OR0246  USGS QUAD   -  LAKE ANDES (2017)
 OR0246
 OR0246                         *CURRENT SURVEY CONTROL
 OR0246  ______________________________________________________________________
 OR0246* NAD 83(1986) POSITION- 43 09 00.     (N) 098 30 09.     (W)   SCALED
 OR0246* NAVD 88 ORTHO HEIGHT -   445.030 (meters)     1460.07  (feet) ADJUSTED
 OR0246  ______________________________________________________________________
 OR0246  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 OR0246  DYNAMIC HEIGHT  -        444.883 (meters)     1459.59  (feet) COMP
 OR0246  MODELED GRAVITY -    980,278.0   (mgal)                       NAVD 88
 OR0246
 OR0246  VERT ORDER      -  FIRST     CLASS II
 OR0246
 OR0246.The horizontal coordinates were scaled from a map and have
 OR0246.an estimated accuracy of +/- 6 seconds.
 OR0246
 OR0246.The orthometric height was determined by differential leveling and
 OR0246.adjusted by the NATIONAL GEODETIC SURVEY
 OR0246.in June 1991.
 OR0246
 OR0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0246.GEOID18 height accuracy estimate available here.
 OR0246
 OR0246.Click photographs - Photos may exist for this station.
 OR0246
 OR0246.The dynamic height is computed by dividing the NAVD 88
 OR0246.geopotential number by the normal gravity value computed on the
 OR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0246.degrees latitude (g = 980.6199 gals.).
 OR0246
 OR0246.The modeled gravity was interpolated from observed gravity values.
 OR0246
 OR0246;                    North         East    Units  Estimated Accuracy
 OR0246;SPC SD S     -    92,370.      748,900.      MT  (+/- 180 meters Scaled)
 OR0246
 OR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN404775(NAD 83)
 OR0246
 OR0246                          SUPERSEDED SURVEY CONTROL
 OR0246
 OR0246  NGVD 29 (??/??/92)  444.717  (m)         1459.04   (f) ADJ UNCH    1 2
 OR0246
 OR0246.Superseded values are not recommended for survey control.
 OR0246
 OR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0246.See file dsdata.pdf to determine how the superseded data were derived.
 OR0246
 OR0246_MARKER: DB = BENCH MARK DISK
 OR0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0246_SP_SET: CULVERT HEADWALL
 OR0246_STAMPING: W 296 1940
 OR0246_MARK LOGO: CGS
 OR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0246+STABILITY: SURFACE MOTION
 OR0246
 OR0246  HISTORY     - Date     Condition        Report By
 OR0246  HISTORY     - 1940     MONUMENTED       CGS
 OR0246  HISTORY     - 1946     GOOD             CGS
 OR0246  HISTORY     - 1949     GOOD             CGS
 OR0246  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0246
 OR0246                          STATION DESCRIPTION
 OR0246
 OR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0246'2.1 MI E FROM LAKE ANDES.
 OR0246'2.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0246'RAILROAD FROM THE STATION AT LAKE ANDES, AT A ROAD CROSSING,
 OR0246'29.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 OR0246'TRACK, 16.0 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, ON
 OR0246'TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE TUBE
 OR0246'CULVERT.  A BRONZE DISK STAMPED W 296 1940 AND SET IN A DRILL
 OR0246'HOLE IN CONCRETE.
 OR0246
 OR0246                          STATION RECOVERY (1949)
 OR0246
 OR0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0246'RECOVERED IN GOOD CONDITION.
 OR0246
 OR0246                          STATION RECOVERY (2013)
 OR0246
 OR0246'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0287 ***********************************************************************
 QS0287  DESIGNATION -  W 298
 QS0287  PID         -  QS0287
 QS0287  STATE/COUNTY-  SD/DEWEY
 QS0287  COUNTRY     -  US
 QS0287  USGS QUAD   -  LA PLANT (2017)
 QS0287
 QS0287                         *CURRENT SURVEY CONTROL
 QS0287  ______________________________________________________________________
 QS0287* NAD 83(1986) POSITION- 45 09 06.     (N) 100 37 30.     (W)   SCALED
 QS0287* NAVD 88 ORTHO HEIGHT -   581.598 (meters)     1908.13  (feet) ADJUSTED
 QS0287  ______________________________________________________________________
 QS0287  GEOID HEIGHT    -        -22.084 (meters)                     GEOID18
 QS0287  DYNAMIC HEIGHT  -        581.501 (meters)     1907.81  (feet) COMP
 QS0287  MODELED GRAVITY -    980,433.1   (mgal)                       NAVD 88
 QS0287
 QS0287  VERT ORDER      -  SECOND    CLASS 0
 QS0287
 QS0287.The horizontal coordinates were scaled from a map and have
 QS0287.an estimated accuracy of +/- 6 seconds.
 QS0287
 QS0287.The orthometric height was determined by differential leveling and
 QS0287.adjusted by the NATIONAL GEODETIC SURVEY
 QS0287.in June 1991.
 QS0287
 QS0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0287.GEOID18 height accuracy estimate available here.
 QS0287
 QS0287.Click photographs - Photos may exist for this station.
 QS0287
 QS0287.The dynamic height is computed by dividing the NAVD 88
 QS0287.geopotential number by the normal gravity value computed on the
 QS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0287.degrees latitude (g = 980.6199 gals.).
 QS0287
 QS0287.The modeled gravity was interpolated from observed gravity values.
 QS0287
 QS0287;                    North         East    Units  Estimated Accuracy
 QS0287;SPC SD N     -   146,690.      550,850.      MT  (+/- 180 meters Scaled)
 QS0287
 QS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR722010(NAD 83)
 QS0287
 QS0287                          SUPERSEDED SURVEY CONTROL
 QS0287
 QS0287  NGVD 29 (??/??/92)  581.173  (m)         1906.73   (f) ADJ UNCH    2 0
 QS0287
 QS0287.Superseded values are not recommended for survey control.
 QS0287
 QS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0287.See file dsdata.pdf to determine how the superseded data were derived.
 QS0287
 QS0287_MARKER: DB = BENCH MARK DISK
 QS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0287_STAMPING: W 298 1940
 QS0287_MARK LOGO: CGS
 QS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0287+STABILITY: SURFACE MOTION
 QS0287
 QS0287  HISTORY     - Date     Condition        Report By
 QS0287  HISTORY     - 1940     MONUMENTED       CGS
 QS0287  HISTORY     - 1945     GOOD             CGS
 QS0287
 QS0287                          STATION DESCRIPTION
 QS0287
 QS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0287'1.5 MI NE FROM LA PLANT.
 QS0287'ABOUT 1.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0287'AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY COUNTY,
 QS0287'ABOUT 2.5 POLES NORTH OF MILEPOST 28, AT THE SOUTH SIDE OF A
 QS0287'SMALL HILL, 35 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 1
 QS0287'FOOT NORTH OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A
 QS0287'STANDARD DISK, STAMPED W 298 1940 AND SET IN THE TOP OF A
 QS0287'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 QS0287
 QS0287                          STATION RECOVERY (1945)
 QS0287
 QS0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0132 ***********************************************************************
 OQ0132  DESIGNATION -  W 3
 OQ0132  PID         -  OQ0132
 OQ0132  STATE/COUNTY-  SD/LINCOLN
 OQ0132  COUNTRY     -  US
 OQ0132  USGS QUAD   -  FAIRVIEW (2017)
 OQ0132
 OQ0132                         *CURRENT SURVEY CONTROL
 OQ0132  ______________________________________________________________________
 OQ0132* NAD 83(1986) POSITION- 43 12 27.     (N) 096 28 42.     (W)   SCALED
 OQ0132* NAVD 88 ORTHO HEIGHT -   369.433 (meters)     1212.05  (feet) ADJUSTED
 OQ0132  ______________________________________________________________________
 OQ0132  GEOID HEIGHT    -        -26.395 (meters)                     GEOID18
 OQ0132  DYNAMIC HEIGHT  -        369.331 (meters)     1211.71  (feet) COMP
 OQ0132  MODELED GRAVITY -    980,333.6   (mgal)                       NAVD 88
 OQ0132
 OQ0132  VERT ORDER      -  FIRST     CLASS II
 OQ0132
 OQ0132.The horizontal coordinates were scaled from a map and have
 OQ0132.an estimated accuracy of +/- 6 seconds.
 OQ0132
 OQ0132.The orthometric height was determined by differential leveling and
 OQ0132.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0132.in June 1991.
 OQ0132
 OQ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0132.GEOID18 height accuracy estimate available here.
 OQ0132
 OQ0132.Click photographs - Photos may exist for this station.
 OQ0132
 OQ0132.The dynamic height is computed by dividing the NAVD 88
 OQ0132.geopotential number by the normal gravity value computed on the
 OQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0132.degrees latitude (g = 980.6199 gals.).
 OQ0132
 OQ0132.The modeled gravity was interpolated from observed gravity values.
 OQ0132
 OQ0132;                    North         East    Units  Estimated Accuracy
 OQ0132;SPC SD S     -   104,380.      913,150.      MT  (+/- 180 meters Scaled)
 OQ0132
 OQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN048869(NAD 83)
 OQ0132
 OQ0132                          SUPERSEDED SURVEY CONTROL
 OQ0132
 OQ0132  NGVD 29 (??/??/92)  369.203  (m)         1211.29   (f) ADJ UNCH    1 2
 OQ0132
 OQ0132.Superseded values are not recommended for survey control.
 OQ0132
 OQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0132.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0132
 OQ0132_MARKER: B = BOLT
 OQ0132_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0132
 OQ0132  HISTORY     - Date     Condition        Report By
 OQ0132  HISTORY     - 1905     MONUMENTED       CGS
 OQ0132  HISTORY     - 1946     GOOD             CGS
 OQ0132  HISTORY     - 20120229 MARK NOT FOUND   INDIV
 OQ0132
 OQ0132                          STATION DESCRIPTION
 OQ0132
 OQ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OQ0132'1 MI S FROM FAIRVIEW.
 OQ0132'1.0 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0132'RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW, 250.0 FEET SOUTH
 OQ0132'OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 42.0 FEET
 OQ0132'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 37.0 FEET WEST
 OQ0132'OF THE WEST RAIL OF THE MAIN TRACK, 111.0 FEET NORTHEAST OF THE
 OQ0132'NORTHEAST RAIL OF A SIDE TRACK LEADING TO THE FAIRVIEW GRAVEL
 OQ0132'PIT, 16.0 FEET SOUTHWEST OF A POLE, 1.3 FEET SOUTH OF A REFERENCE
 OQ0132'POST, THE TOP OF A COPPER BOLT LEADED IN THE TOP OF A PINK JASPER
 OQ0132'STONE POST WHICH IS 0.3 FOOT BELOW THE SURFACE OF THE GROUND.
 OQ0132
 OQ0132                          STATION RECOVERY (2012)
 OQ0132
 OQ0132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0494 ***********************************************************************
 QS0494  DESIGNATION -  W 30 RESET
 QS0494  PID         -  QS0494
 QS0494  STATE/COUNTY-  SD/ZIEBACH
 QS0494  COUNTRY     -  US
 QS0494  USGS QUAD   -  IRISH CREEK NE (2017)
 QS0494
 QS0494                         *CURRENT SURVEY CONTROL
 QS0494  ______________________________________________________________________
 QS0494* NAD 83(1986) POSITION- 45 23 08.     (N) 101 36 51.     (W)   SCALED
 QS0494* NAVD 88 ORTHO HEIGHT -   722.030 (meters)     2368.86  (feet) ADJUSTED
 QS0494  ______________________________________________________________________
 QS0494  GEOID HEIGHT    -        -20.170 (meters)                     GEOID18
 QS0494  DYNAMIC HEIGHT  -        721.921 (meters)     2368.50  (feet) COMP
 QS0494  MODELED GRAVITY -    980,441.7   (mgal)                       NAVD 88
 QS0494
 QS0494  VERT ORDER      -  FIRST     CLASS II
 QS0494
 QS0494.The horizontal coordinates were scaled from a map and have
 QS0494.an estimated accuracy of +/- 6 seconds.
 QS0494
 QS0494.The orthometric height was determined by differential leveling and
 QS0494.adjusted by the NATIONAL GEODETIC SURVEY
 QS0494.in April 2000.
 QS0494
 QS0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0494.GEOID18 height accuracy estimate available here.
 QS0494
 QS0494.Click photographs - Photos may exist for this station.
 QS0494
 QS0494.The dynamic height is computed by dividing the NAVD 88
 QS0494.geopotential number by the normal gravity value computed on the
 QS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0494.degrees latitude (g = 980.6199 gals.).
 QS0494
 QS0494.The modeled gravity was interpolated from observed gravity values.
 QS0494
 QS0494;                    North         East    Units  Estimated Accuracy
 QS0494;SPC SD N     -   173,750.      473,600.      MT  (+/- 180 meters Scaled)
 QS0494
 QS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR953291(NAD 83)
 QS0494
 QS0494                          SUPERSEDED SURVEY CONTROL
 QS0494
 QS0494  NAVD 88 (12/04/03)  722.014  (m)         2368.81   (f) SUPERSEDED  3 0
 QS0494  NGVD 29 (04/17/07)  721.57   (m)         2367.4    (f) RESET       3  
 QS0494
 QS0494.Superseded values are not recommended for survey control.
 QS0494
 QS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0494.See file dsdata.pdf to determine how the superseded data were derived.
 QS0494
 QS0494_MARKER: DV = VERTICAL CONTROL DISK
 QS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0494_STAMPING: W 30 RESET 1974
 QS0494_MARK LOGO: NGS
 QS0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0494+STABILITY: SURFACE MOTION
 QS0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0494+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0494
 QS0494  HISTORY     - Date     Condition        Report By
 QS0494  HISTORY     - 1974     MONUMENTED       NGS
 QS0494  HISTORY     - 1979     GOOD             USGS
 QS0494  HISTORY     - 19990622 GOOD             NGS
 QS0494
 QS0494                          STATION DESCRIPTION
 QS0494
 QS0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QS0494'9.5 MI W FROM ISABEL.
 QS0494'FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 65 WHICH IS 3-MILES
 QS0494'WEST OF ISABEL, GO WEST ON HIGHWAY 20 FOR 6.3 MILES TO THE
 QS0494'CREST OF A HILL AND THE MARK ON THE RIGHT IN A PASTURE ON
 QS0494'PROPERTY OF MR. ADOLF BEER WHO LIVES ABOUT 1-1/2 MILES WEST.
 QS0494'THE MARK IS AT STATE HIGHWAY STATION 254 + 70, 252 FEET NORTH
 QS0494'OF THE CENTER OF THE HIGHWAY, 1.7 FEET EAST OF A METAL WITNESS
 QS0494'POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 QS0494'PROJECTS 1-INCH.
 QS0494
 QS0494                          STATION RECOVERY (1979)
 QS0494
 QS0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QS0494'ISABEL, ABOUT 8.8 MILES W. OF ALONG STATE HWY 20, AT THE SUMMIT OF A
 QS0494'SMALL HILL, ABOUT 250 FEET NORTH OF HWY, ABOUT 1200 FEET ESE OF RADIO
 QS0494'TOWER, A STANDARD TABLET, STAMPED W 30 1934 RESET 1974. NO ELEVATION
 QS0494'AVAILABLE.
 QS0494
 QS0494                          STATION RECOVERY (1999)
 QS0494
 QS0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0494'15.0 KM (9.30 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0494'IN ISABEL, 474.2 M (1555.8 FT) EAST OF MILEPOST 131, 77.0 M (252.6 FT)
 QS0494'NORTH OF THE HIGHWAY CENTERLINE, 47.8 M (156.8 FT) NORTHEAST OF A
 QS0494'UTILITY POLE, 46.2 M (151.6 FT) NORTH OF A WITNESS POST AND FENCE, 4.0
 QS0494'M (13.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 QS0494'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 QS0494'ADOLPH BEER, BOX 237, ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0510 ***********************************************************************
 OR0510  DESIGNATION -  W 300
 OR0510  PID         -  OR0510
 OR0510  STATE/COUNTY-  SD/BRULE
 OR0510  COUNTRY     -  US
 OR0510  USGS QUAD   -  BIJOU HILLS (2017)
 OR0510
 OR0510                         *CURRENT SURVEY CONTROL
 OR0510  ______________________________________________________________________
 OR0510* NAD 83(1986) POSITION- 43 33 26.     (N) 099 12 39.     (W)   SCALED
 OR0510* NAVD 88 ORTHO HEIGHT -   565.073 (meters)     1853.91  (feet) ADJUSTED
 OR0510  ______________________________________________________________________
 OR0510  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 OR0510  DYNAMIC HEIGHT  -        564.890 (meters)     1853.31  (feet) COMP
 OR0510  MODELED GRAVITY -    980,280.0   (mgal)                       NAVD 88
 OR0510
 OR0510  VERT ORDER      -  SECOND    CLASS 0
 OR0510
 OR0510.The horizontal coordinates were scaled from a map and have
 OR0510.an estimated accuracy of +/- 6 seconds.
 OR0510
 OR0510.The orthometric height was determined by differential leveling and
 OR0510.adjusted by the NATIONAL GEODETIC SURVEY
 OR0510.in June 1991.
 OR0510
 OR0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0510.GEOID18 height accuracy estimate available here.
 OR0510
 OR0510.Click photographs - Photos may exist for this station.
 OR0510
 OR0510.The dynamic height is computed by dividing the NAVD 88
 OR0510.geopotential number by the normal gravity value computed on the
 OR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0510.degrees latitude (g = 980.6199 gals.).
 OR0510
 OR0510.The modeled gravity was interpolated from observed gravity values.
 OR0510
 OR0510;                    North         East    Units  Estimated Accuracy
 OR0510;SPC SD S     -   136,580.      690,690.      MT  (+/- 180 meters Scaled)
 OR0510
 OR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP829227(NAD 83)
 OR0510
 OR0510                          SUPERSEDED SURVEY CONTROL
 OR0510
 OR0510  NGVD 29 (??/??/92)  564.718  (m)         1852.75   (f) ADJ UNCH    2 0
 OR0510
 OR0510.Superseded values are not recommended for survey control.
 OR0510
 OR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0510.See file dsdata.pdf to determine how the superseded data were derived.
 OR0510
 OR0510_MARKER: DB = BENCH MARK DISK
 OR0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0510_STAMPING: W 300 1945
 OR0510_MARK LOGO: CGS
 OR0510_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0510+STABILITY: SURFACE MOTION
 OR0510
 OR0510  HISTORY     - Date     Condition        Report By
 OR0510  HISTORY     - 1945     MONUMENTED       CGS
 OR0510
 OR0510                          STATION DESCRIPTION
 OR0510
 OR0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0510'22.9 MI SE FROM CHAMBERLAIN.
 OR0510'22.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0510'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0510'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0510'10.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST
 OR0510'ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG A GRADED
 OR0510'DIRT ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, AND
 OR0510'THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD.  IT IS AT THE
 OR0510'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 45 FEET SOUTH OF THE
 OR0510'CENTER LINE OF THE EAST-AND-WEST ROAD, 33 FEET WEST OF THE CENTER
 OR0510'LINE OF THE NORTH-AND-SOUTH ROAD, 9 FEET SOUTH OF A FENCE CORNER,
 OR0510'3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 OR0510'NORTH-AND-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OR0510'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0166 ***********************************************************************
 OR0166  DESIGNATION -  W 301 RESET
 OR0166  PID         -  OR0166
 OR0166  STATE/COUNTY-  SD/CHARLES MIX
 OR0166  COUNTRY     -  US
 OR0166  USGS QUAD   -  LAKE GEORGE (2017)
 OR0166
 OR0166                         *CURRENT SURVEY CONTROL
 OR0166  ______________________________________________________________________
 OR0166* NAD 83(1986) POSITION- 43 23 06.     (N) 098 58 57.     (W)   SCALED
 OR0166* NAVD 88 ORTHO HEIGHT -   512.96  (+/-2cm)     1682.9   (feet) VERTCON3
 OR0166  ______________________________________________________________________
 OR0166  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 OR0166  VERT ORDER      -  THIRD (See Below)
 OR0166
 OR0166.The horizontal coordinates were scaled from a map and have
 OR0166.an estimated accuracy of +/- 6 seconds.
 OR0166
 OR0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0166
 OR0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0166.GEOID18 height accuracy estimate available here.
 OR0166
 OR0166.The vertical order pertains to the NGVD 29 superseded value.
 OR0166
 OR0166.Click photographs - Photos may exist for this station.
 OR0166
 OR0166;                    North         East    Units  Estimated Accuracy
 OR0166;SPC SD S     -   117,720.      709,440.      MT  (+/- 180 meters Scaled)
 OR0166
 OR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP014035(NAD 83)
 OR0166
 OR0166                          SUPERSEDED SURVEY CONTROL
 OR0166
 OR0166  NGVD 29 (??/??/??)  512.61   (m)         1681.8    (f) RESET       3  
 OR0166
 OR0166.Superseded values are not recommended for survey control.
 OR0166
 OR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0166.See file dsdata.pdf to determine how the superseded data were derived.
 OR0166
 OR0166_MARKER: DB = BENCH MARK DISK
 OR0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0166_STAMPING: W 301 RESET 1963
 OR0166_MARK LOGO: CGS
 OR0166_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0166+STABILITY: SURFACE MOTION
 OR0166
 OR0166  HISTORY     - Date     Condition        Report By
 OR0166  HISTORY     - 1963     MONUMENTED       CGS
 OR0166
 OR0166                          STATION DESCRIPTION
 OR0166
 OR0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0166'7 MI W FROM PLATTE.
 OR0166'7.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION
 OR0166'WITH MAIN STREET IN PLATTE, CHARLES MIX COUNTY, IN THE NORTHEAST
 OR0166'ANGLE OF A T-INTERSECTION, ABOUT 150 FEET NORTH OF THE CENTERLINE
 OR0166'OF THE HIGHWAY, 34 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 OR0166'ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 OR0166'EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0166'3 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0477 ***********************************************************************
 OR0477  DESIGNATION -  W 302
 OR0477  PID         -  OR0477
 OR0477  STATE/COUNTY-  SD/LYMAN
 OR0477  COUNTRY     -  US
 OR0477  USGS QUAD   -  IONA (2017)
 OR0477
 OR0477                         *CURRENT SURVEY CONTROL
 OR0477  ______________________________________________________________________
 OR0477* NAD 83(1986) POSITION- 43 30 27.     (N) 099 25 29.     (W)   SCALED
 OR0477* NAVD 88 ORTHO HEIGHT -   573.262 (meters)     1880.78  (feet) ADJUSTED
 OR0477  ______________________________________________________________________
 OR0477  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 OR0477  DYNAMIC HEIGHT  -        573.072 (meters)     1880.15  (feet) COMP
 OR0477  MODELED GRAVITY -    980,271.0   (mgal)                       NAVD 88
 OR0477
 OR0477  VERT ORDER      -  SECOND    CLASS 0
 OR0477
 OR0477.The horizontal coordinates were scaled from a map and have
 OR0477.an estimated accuracy of +/- 6 seconds.
 OR0477
 OR0477.The orthometric height was determined by differential leveling and
 OR0477.adjusted by the NATIONAL GEODETIC SURVEY
 OR0477.in June 1991.
 OR0477
 OR0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0477.GEOID18 height accuracy estimate available here.
 OR0477
 OR0477.Click photographs - Photos may exist for this station.
 OR0477
 OR0477.The dynamic height is computed by dividing the NAVD 88
 OR0477.geopotential number by the normal gravity value computed on the
 OR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0477.degrees latitude (g = 980.6199 gals.).
 OR0477
 OR0477.The modeled gravity was interpolated from observed gravity values.
 OR0477
 OR0477;                    North         East    Units  Estimated Accuracy
 OR0477;SPC SD S     -   130,840.      673,470.      MT  (+/- 180 meters Scaled)
 OR0477
 OR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP656172(NAD 83)
 OR0477
 OR0477                          SUPERSEDED SURVEY CONTROL
 OR0477
 OR0477  NGVD 29 (??/??/92)  572.934  (m)         1879.70   (f) ADJ UNCH    2 0
 OR0477
 OR0477.Superseded values are not recommended for survey control.
 OR0477
 OR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0477.See file dsdata.pdf to determine how the superseded data were derived.
 OR0477
 OR0477_MARKER: DB = BENCH MARK DISK
 OR0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0477_STAMPING: W 302 1945
 OR0477_MARK LOGO: CGS
 OR0477_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0477+STABILITY: SURFACE MOTION
 OR0477
 OR0477  HISTORY     - Date     Condition        Report By
 OR0477  HISTORY     - 1945     MONUMENTED       CGS
 OR0477
 OR0477                          STATION DESCRIPTION
 OR0477
 OR0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0477'2.5 MI S FROM IONA.
 OR0477'2.5 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0477'IONA, LYMAN COUNTY, ON THE SOUTH SLOPE OF A HILL, 60 FEET SOUTH
 OR0477'OF THE SOUTH END OF A DEEP CUT, 230 FEET NORTH OF THE NORTH END
 OR0477'OF A GUARDRAIL FENCE, 65 FEET WEST OF THE CENTERLINE OF THE
 OR0477'HIGHWAY, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN
 OR0477'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 OR0477'STAMPED W302 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0477'ABOUT 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0117 ***********************************************************************
 QS0117  DESIGNATION -  W 303
 QS0117  PID         -  QS0117
 QS0117  STATE/COUNTY-  SD/WALWORTH
 QS0117  COUNTRY     -  US
 QS0117  USGS QUAD   -  MOBRIDGE (2017)
 QS0117
 QS0117                         *CURRENT SURVEY CONTROL
 QS0117  ______________________________________________________________________
 QS0117* NAD 83(1986) POSITION- 45 32 16.     (N) 100 28 15.     (W)   SCALED
 QS0117* NAVD 88 ORTHO HEIGHT -   471.369 (meters)     1546.48  (feet) ADJUSTED
 QS0117  ______________________________________________________________________
 QS0117  GEOID HEIGHT    -        -21.782 (meters)                     GEOID18
 QS0117  DYNAMIC HEIGHT  -        471.329 (meters)     1546.35  (feet) COMP
 QS0117  MODELED GRAVITY -    980,515.8   (mgal)                       NAVD 88
 QS0117
 QS0117  VERT ORDER      -  SECOND    CLASS 0
 QS0117
 QS0117.The horizontal coordinates were scaled from a map and have
 QS0117.an estimated accuracy of +/- 6 seconds.
 QS0117
 QS0117.The orthometric height was determined by differential leveling and
 QS0117.adjusted by the NATIONAL GEODETIC SURVEY
 QS0117.in June 1991.
 QS0117
 QS0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0117.GEOID18 height accuracy estimate available here.
 QS0117
 QS0117.Click photographs - Photos may exist for this station.
 QS0117
 QS0117.The dynamic height is computed by dividing the NAVD 88
 QS0117.geopotential number by the normal gravity value computed on the
 QS0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0117.degrees latitude (g = 980.6199 gals.).
 QS0117
 QS0117.The modeled gravity was interpolated from observed gravity values.
 QS0117
 QS0117;                    North         East    Units  Estimated Accuracy
 QS0117;SPC SD N     -   189,510.      563,230.      MT  (+/- 180 meters Scaled)
 QS0117
 QS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR851437(NAD 83)
 QS0117
 QS0117                          SUPERSEDED SURVEY CONTROL
 QS0117
 QS0117  NGVD 29 (??/??/92)  471.019  (m)         1545.33   (f) ADJ UNCH    2 0
 QS0117
 QS0117.Superseded values are not recommended for survey control.
 QS0117
 QS0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0117.See file dsdata.pdf to determine how the superseded data were derived.
 QS0117
 QS0117_MARKER: DB = BENCH MARK DISK
 QS0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0117_STAMPING: W 303 1945
 QS0117_MARK LOGO: CGS
 QS0117_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0117+STABILITY: SURFACE MOTION
 QS0117
 QS0117  HISTORY     - Date     Condition        Report By
 QS0117  HISTORY     - 1945     MONUMENTED       CGS
 QS0117
 QS0117                          STATION DESCRIPTION
 QS0117
 QS0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0117'1.8 MI W FROM MOBRIDGE.
 QS0117'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK THENCE
 QS0117'WEST 1.8 MILES ALONG U.S. HIGHWAY NO. 12 TO SITE OF MARK, BENCH
 QS0117'MARK IS ABOUT 115 YARDS SOUTH OF POINT WHERE HIGHWAY TURNS SOUTH,
 QS0117'ABOUT 139 YARDS NORTH OF A LINE FENCE LEADING WEST, 41.0 FEET
 QS0117'EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 QS0117'HIGHWAY, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4
 QS0117'MARKER POST.  AN IRON DISK STAMPED W 303 1945 SET IN THE TOP
 QS0117'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0169 ***********************************************************************
 QS0169  DESIGNATION -  W 304
 QS0169  PID         -  QS0169
 QS0169  STATE/COUNTY-  SD/DEWEY
 QS0169  COUNTRY     -  US
 QS0169  USGS QUAD   -  MOREAU SE (2017)
 QS0169
 QS0169                         *CURRENT SURVEY CONTROL
 QS0169  ______________________________________________________________________
 QS0169* NAD 83(1986) POSITION- 45 16 09.     (N) 100 17 56.     (W)   SCALED
 QS0169* NAVD 88 ORTHO HEIGHT -   518.293 (meters)     1700.43  (feet) ADJUSTED
 QS0169  ______________________________________________________________________
 QS0169  GEOID HEIGHT    -        -22.122 (meters)                     GEOID18
 QS0169  DYNAMIC HEIGHT  -        518.232 (meters)     1700.23  (feet) COMP
 QS0169  MODELED GRAVITY -    980,482.2   (mgal)                       NAVD 88
 QS0169
 QS0169  VERT ORDER      -  SECOND    CLASS 0
 QS0169
 QS0169.The horizontal coordinates were scaled from a map and have
 QS0169.an estimated accuracy of +/- 6 seconds.
 QS0169
 QS0169.The orthometric height was determined by differential leveling and
 QS0169.adjusted by the NATIONAL GEODETIC SURVEY
 QS0169.in June 1991.
 QS0169
 QS0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0169.GEOID18 height accuracy estimate available here.
 QS0169
 QS0169.Click photographs - Photos may exist for this station.
 QS0169
 QS0169.The dynamic height is computed by dividing the NAVD 88
 QS0169.geopotential number by the normal gravity value computed on the
 QS0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0169.degrees latitude (g = 980.6199 gals.).
 QS0169
 QS0169.The modeled gravity was interpolated from observed gravity values.
 QS0169
 QS0169;                    North         East    Units  Estimated Accuracy
 QS0169;SPC SD N     -   159,600.      576,550.      MT  (+/- 180 meters Scaled)
 QS0169
 QS0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR981136(NAD 83)
 QS0169
 QS0169                          SUPERSEDED SURVEY CONTROL
 QS0169
 QS0169  NGVD 29 (??/??/92)  517.925  (m)         1699.23   (f) ADJ UNCH    2 0
 QS0169
 QS0169.Superseded values are not recommended for survey control.
 QS0169
 QS0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0169.See file dsdata.pdf to determine how the superseded data were derived.
 QS0169
 QS0169_MARKER: DB = BENCH MARK DISK
 QS0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0169_STAMPING: W 304 1945
 QS0169_MARK LOGO: CGS
 QS0169_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0169+STABILITY: SURFACE MOTION
 QS0169
 QS0169  HISTORY     - Date     Condition        Report By
 QS0169  HISTORY     - 1945     MONUMENTED       CGS
 QS0169
 QS0169                          STATION DESCRIPTION
 QS0169
 QS0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0169'21.5 MI NW FROM CHEYENNE AGENCY.
 QS0169'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0169'WESTERLY 21.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0169'MARK IS ON THE EAST SLOPE OF A LONG HILL, 44.0 FEET SOUTH OF AND
 QS0169'ABOUT 1.0 FOOT LOWER THAN CENTERLINE OF ROAD, 126.0 FEET SOUTHWEST
 QS0169'OF THE WEST END OF A GUARD RAIL FENCE, 50.0 FEET EAST OF A
 QS0169'TELEPHONE POLE, 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  AN IRON
 QS0169'DISK STAMPED W 304 1945 IS SET IN TOP OF A CONCRETE POST WHICH
 QS0169'PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0291 ***********************************************************************
 QS0291  DESIGNATION -  W 305
 QS0291  PID         -  QS0291
 QS0291  STATE/COUNTY-  SD/DEWEY
 QS0291  COUNTRY     -  US
 QS0291  USGS QUAD   -  PROMISE (2017)
 QS0291
 QS0291                         *CURRENT SURVEY CONTROL
 QS0291  ______________________________________________________________________
 QS0291* NAD 83(1986) POSITION- 45 21 36.     (N) 100 33 38.     (W)   SCALED
 QS0291* NAVD 88 ORTHO HEIGHT -   489.378 (meters)     1605.57  (feet) ADJUSTED
 QS0291  ______________________________________________________________________
 QS0291  GEOID HEIGHT    -        -21.791 (meters)                     GEOID18
 QS0291  DYNAMIC HEIGHT  -        489.325 (meters)     1605.39  (feet) COMP
 QS0291  MODELED GRAVITY -    980,494.4   (mgal)                       NAVD 88
 QS0291
 QS0291  VERT ORDER      -  SECOND    CLASS 0
 QS0291
 QS0291.The horizontal coordinates were scaled from a map and have
 QS0291.an estimated accuracy of +/- 6 seconds.
 QS0291
 QS0291.The orthometric height was determined by differential leveling and
 QS0291.adjusted by the NATIONAL GEODETIC SURVEY
 QS0291.in June 1991.
 QS0291
 QS0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0291.GEOID18 height accuracy estimate available here.
 QS0291
 QS0291.Click photographs - Photos may exist for this station.
 QS0291
 QS0291.The dynamic height is computed by dividing the NAVD 88
 QS0291.geopotential number by the normal gravity value computed on the
 QS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0291.degrees latitude (g = 980.6199 gals.).
 QS0291
 QS0291.The modeled gravity was interpolated from observed gravity values.
 QS0291
 QS0291;                    North         East    Units  Estimated Accuracy
 QS0291;SPC SD N     -   169,800.      556,080.      MT  (+/- 180 meters Scaled)
 QS0291
 QS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR777241(NAD 83)
 QS0291
 QS0291                          SUPERSEDED SURVEY CONTROL
 QS0291
 QS0291  NGVD 29 (??/??/92)  489.001  (m)         1604.33   (f) ADJ UNCH    2 0
 QS0291
 QS0291.Superseded values are not recommended for survey control.
 QS0291
 QS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0291.See file dsdata.pdf to determine how the superseded data were derived.
 QS0291
 QS0291_MARKER: DB = BENCH MARK DISK
 QS0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0291_STAMPING: W 305 1945
 QS0291_MARK LOGO: CGS
 QS0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0291+STABILITY: SURFACE MOTION
 QS0291
 QS0291  HISTORY     - Date     Condition        Report By
 QS0291  HISTORY     - 1945     MONUMENTED       CGS
 QS0291
 QS0291                          STATION DESCRIPTION
 QS0291
 QS0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0291'4.5 MI NE FROM PROMISE.
 QS0291'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0291'RAILROAD STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A DIRT
 QS0291'ROAD, THENCE EASTERLY 2.6 MILES ALONG A GRAVELED ROAD TO SITE
 QS0291'OF MARK, BENCH MARK IS ABOUT 0.2 MILE EAST OF A WOODEN BRIDGE,
 QS0291'53.5 FEET SOUTH OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE
 QS0291'OF THE ROAD, 41.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET
 QS0291'SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 MARKER POST.  AN
 QS0291'IRON DISK STAMPED W 305 1945 SET IN THE TOP OF A CONCRETE POST
 QS0291'WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0001 ***********************************************************************
 QS0001  DESIGNATION -  W 306
 QS0001  PID         -  QS0001
 QS0001  STATE/COUNTY-  SD/CORSON
 QS0001  COUNTRY     -  US
 QS0001  USGS QUAD   -  POLLOCK NW (2017)
 QS0001
 QS0001                         *CURRENT SURVEY CONTROL
 QS0001  ______________________________________________________________________
 QS0001* NAD 83(1986) POSITION- 45 54 46.     (N) 100 29 17.     (W)   SCALED
 QS0001* NAVD 88 ORTHO HEIGHT -   496.822 (meters)     1629.99  (feet) ADJUSTED
 QS0001  ______________________________________________________________________
 QS0001  GEOID HEIGHT    -        -21.643 (meters)                     GEOID18
 QS0001  DYNAMIC HEIGHT  -        496.798 (meters)     1629.91  (feet) COMP
 QS0001  MODELED GRAVITY -    980,551.4   (mgal)                       NAVD 88
 QS0001
 QS0001  VERT ORDER      -  FIRST     CLASS II
 QS0001
 QS0001.The horizontal coordinates were scaled from a map and have
 QS0001.an estimated accuracy of +/- 6 seconds.
 QS0001
 QS0001.The orthometric height was determined by differential leveling and
 QS0001.adjusted by the NATIONAL GEODETIC SURVEY
 QS0001.in June 1991.
 QS0001
 QS0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0001.GEOID18 height accuracy estimate available here.
 QS0001
 QS0001.Click photographs - Photos may exist for this station.
 QS0001
 QS0001.The dynamic height is computed by dividing the NAVD 88
 QS0001.geopotential number by the normal gravity value computed on the
 QS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0001.degrees latitude (g = 980.6199 gals.).
 QS0001
 QS0001.The modeled gravity was interpolated from observed gravity values.
 QS0001
 QS0001;                    North         East    Units  Estimated Accuracy
 QS0001;SPC SD N     -   231,200.      562,130.      MT  (+/- 180 meters Scaled)
 QS0001
 QS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR845854(NAD 83)
 QS0001
 QS0001                          SUPERSEDED SURVEY CONTROL
 QS0001
 QS0001  NGVD 29 (??/??/92)  496.442  (m)         1628.74   (f) ADJ UNCH    1 2
 QS0001
 QS0001.Superseded values are not recommended for survey control.
 QS0001
 QS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0001.See file dsdata.pdf to determine how the superseded data were derived.
 QS0001
 QS0001_MARKER: DB = BENCH MARK DISK
 QS0001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QS0001_SP_SET: BASE
 QS0001_STAMPING: W 306 1945
 QS0001_MARK LOGO: CGS
 QS0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0001+STABILITY: SURFACE MOTION
 QS0001
 QS0001  HISTORY     - Date     Condition        Report By
 QS0001  HISTORY     - 1945     MONUMENTED       CGS
 QS0001  HISTORY     - 1959     GOOD             CGS
 QS0001
 QS0001                          STATION DESCRIPTION
 QS0001
 QS0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0001'AT KENEL.
 QS0001'AT THE GOVERNMENT SCHOOL AT KENEL, SOUTH DAKOTA.  0.1 MILE
 QS0001'EAST OF A CHURCH HOUSE.  106.8 FEET NORTH OF THE CENTER LINE
 QS0001'OF THE ROAD.  AT THE ENTRANCE TO THE BASEMENT OF THE SCHOOL
 QS0001'HOUSE.  A BRONZE DISK SET ABOUT TWO INCHES ABOVE THE GROUND
 QS0001'AND IN CONCRETE BASE STAMPED W 306 1945.  NOTE-- 1964 REPORT-- THE
 QS0001'TOWN OF KENEL HAS BEEN MOVED 5.0 MILE SOUTH ALONG A GRAVEL
 QS0001'ROAD FROM ITS ORIGINAL SITE.  THE FOUNDATIONS OF ITS OLD BUILDINGS
 QS0001'STILL REMAIN.
 QS0001
 QS0001                          STATION RECOVERY (1959)
 QS0001
 QS0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QS0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0361 ***********************************************************************
 QS0361  DESIGNATION -  W 307
 QS0361  PID         -  QS0361
 QS0361  STATE/COUNTY-  SD/CORSON
 QS0361  COUNTRY     -  US
 QS0361  USGS QUAD   -  MAPLE LEAF (2017)
 QS0361
 QS0361                         *CURRENT SURVEY CONTROL
 QS0361  ______________________________________________________________________
 QS0361* NAD 83(1986) POSITION- 45 55 48.     (N) 100 53 32.     (W)   SCALED
 QS0361* NAVD 88 ORTHO HEIGHT -   636.006 (meters)     2086.63  (feet) ADJUSTED
 QS0361  ______________________________________________________________________
 QS0361  GEOID HEIGHT    -        -21.040 (meters)                     GEOID18
 QS0361  DYNAMIC HEIGHT  -        635.952 (meters)     2086.45  (feet) COMP
 QS0361  MODELED GRAVITY -    980,510.1   (mgal)                       NAVD 88
 QS0361
 QS0361  VERT ORDER      -  SECOND    CLASS 0
 QS0361
 QS0361.The horizontal coordinates were scaled from a map and have
 QS0361.an estimated accuracy of +/- 6 seconds.
 QS0361
 QS0361.The orthometric height was determined by differential leveling and
 QS0361.adjusted by the NATIONAL GEODETIC SURVEY
 QS0361.in June 1991.
 QS0361
 QS0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0361.GEOID18 height accuracy estimate available here.
 QS0361
 QS0361.Click photographs - Photos may exist for this station.
 QS0361
 QS0361.The dynamic height is computed by dividing the NAVD 88
 QS0361.geopotential number by the normal gravity value computed on the
 QS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0361.degrees latitude (g = 980.6199 gals.).
 QS0361
 QS0361.The modeled gravity was interpolated from observed gravity values.
 QS0361
 QS0361;                    North         East    Units  Estimated Accuracy
 QS0361;SPC SD N     -   233,380.      530,800.      MT  (+/- 180 meters Scaled)
 QS0361
 QS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR532880(NAD 83)
 QS0361
 QS0361                          SUPERSEDED SURVEY CONTROL
 QS0361
 QS0361  NGVD 29 (??/??/92)  635.581  (m)         2085.24   (f) ADJ UNCH    2 0
 QS0361
 QS0361.Superseded values are not recommended for survey control.
 QS0361
 QS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0361.See file dsdata.pdf to determine how the superseded data were derived.
 QS0361
 QS0361_MARKER: DB = BENCH MARK DISK
 QS0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0361_STAMPING: W 307 1945
 QS0361_MARK LOGO: CGS
 QS0361_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0361+STABILITY: SURFACE MOTION
 QS0361
 QS0361  HISTORY     - Date     Condition        Report By
 QS0361  HISTORY     - 1945     MONUMENTED       CGS
 QS0361
 QS0361                          STATION DESCRIPTION
 QS0361
 QS0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0361'0.4 MI N FROM MAPLE LEAF.
 QS0361'0.4 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0361'RAILROAD FROM THE STATION AT MAPLE LEAF, CORSON COUNTY, 38.4 FEET
 QS0361'SOUTH OF THE TWELFTH POLE NORTH OF MILEPOST 9, 39.8 FEET WEST OF
 QS0361'THE CENTER LINE OF THE TRACK, 1.0 FOOT SOUTH OF A WHITE WOODEN
 QS0361'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACKS.  A STANDARD
 QS0361'DISK, STAMPED W 307 1945 AND SET IN THE TOP OF A CONCRETE POST
 QS0361'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0192 ***********************************************************************
 PT0192  DESIGNATION -  W 308
 PT0192  PID         -  PT0192
 PT0192  STATE/COUNTY-  SD/HUGHES
 PT0192  COUNTRY     -  US
 PT0192  USGS QUAD   -  PIERRE NE (2017)
 PT0192
 PT0192                         *CURRENT SURVEY CONTROL
 PT0192  ______________________________________________________________________
 PT0192* NAD 83(1986) POSITION- 44 26 23.     (N) 100 21 01.     (W)   SCALED
 PT0192* NAVD 88 ORTHO HEIGHT -   524.277 (meters)     1720.07  (feet) ADJUSTED
 PT0192  ______________________________________________________________________
 PT0192  GEOID HEIGHT    -        -23.236 (meters)                     GEOID18
 PT0192  DYNAMIC HEIGHT  -        524.175 (meters)     1719.73  (feet) COMP
 PT0192  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 PT0192
 PT0192  VERT ORDER      -  FIRST     CLASS II
 PT0192
 PT0192.The horizontal coordinates were scaled from a map and have
 PT0192.an estimated accuracy of +/- 6 seconds.
 PT0192
 PT0192.The orthometric height was determined by differential leveling and
 PT0192.adjusted by the NATIONAL GEODETIC SURVEY
 PT0192.in June 1991.
 PT0192
 PT0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0192.GEOID18 height accuracy estimate available here.
 PT0192
 PT0192.Click photographs - Photos may exist for this station.
 PT0192
 PT0192.The dynamic height is computed by dividing the NAVD 88
 PT0192.geopotential number by the normal gravity value computed on the
 PT0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0192.degrees latitude (g = 980.6199 gals.).
 PT0192
 PT0192.The modeled gravity was interpolated from observed gravity values.
 PT0192
 PT0192;                    North         East    Units  Estimated Accuracy
 PT0192;SPC SD S     -   234,010.      598,650.      MT  (+/- 180 meters Scaled)
 PT0192
 PT0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ925216(NAD 83)
 PT0192
 PT0192                          SUPERSEDED SURVEY CONTROL
 PT0192
 PT0192  NGVD 29 (??/??/92)  523.894  (m)         1718.81   (f) ADJ UNCH    1 2
 PT0192
 PT0192.Superseded values are not recommended for survey control.
 PT0192
 PT0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0192.See file dsdata.pdf to determine how the superseded data were derived.
 PT0192
 PT0192_MARKER: DD = SURVEY DISK
 PT0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0192_STAMPING: W 308 1921
 PT0192_MARK LOGO: USGS
 PT0192_PROJECTION: PROJECTING 49 CENTIMETERS
 PT0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0192+STABILITY: SURFACE MOTION
 PT0192
 PT0192  HISTORY     - Date     Condition        Report By
 PT0192  HISTORY     - 1921     MONUMENTED       USGS
 PT0192  HISTORY     - 1949     GOOD             CGS
 PT0192  HISTORY     - 1951     GOOD             CGS
 PT0192
 PT0192                          STATION DESCRIPTION
 PT0192
 PT0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0192'5.1 MI N FROM PIERRE.
 PT0192'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0192'AT PIERRE, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, AT A
 PT0192'ROAD INTERSECTION, 59 FEET WEST OF THE CENTER LINE OF THE NORTH
 PT0192'AND SOUTH ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE EAST
 PT0192'AND WEST ROAD, 2.0 FEET WEST OF A WITNESS POST, SET IN THE
 PT0192'TOP OF A CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
 PT0192
 PT0192                          STATION RECOVERY (1951)
 PT0192
 PT0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0046 ***********************************************************************
 PT0046  DESIGNATION -  W 309 RESET
 PT0046  PID         -  PT0046
 PT0046  STATE/COUNTY-  SD/SULLY
 PT0046  COUNTRY     -  US
 PT0046  USGS QUAD   -  OKOBOJO SW (2017)
 PT0046
 PT0046                         *CURRENT SURVEY CONTROL
 PT0046  ______________________________________________________________________
 PT0046* NAD 83(1986) POSITION- 44 33 43.     (N) 100 26 44.     (W)   SCALED
 PT0046* NAVD 88 ORTHO HEIGHT -   521.33  (meters)     1710.4   (feet) RESET
 PT0046  ______________________________________________________________________
 PT0046  GEOID HEIGHT    -        -22.915 (meters)                     GEOID18
 PT0046  VERT ORDER      -  THIRD
 PT0046
 PT0046.The horizontal coordinates were scaled from a map and have
 PT0046.an estimated accuracy of +/- 6 seconds.
 PT0046
 PT0046.The orthometric height was computed from unverified reset data.
 PT0046
 PT0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0046.GEOID18 height accuracy estimate available here.
 PT0046
 PT0046.Click photographs - Photos may exist for this station.
 PT0046
 PT0046;                    North         East    Units  Estimated Accuracy
 PT0046;SPC SD N     -    81,060.      564,600.      MT  (+/- 180 meters Scaled)
 PT0046
 PT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852353(NAD 83)
 PT0046
 PT0046                          SUPERSEDED SURVEY CONTROL
 PT0046
 PT0046.No superseded survey control is available for this station.
 PT0046
 PT0046_MARKER: DB = BENCH MARK DISK
 PT0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0046_STAMPING: W 309 RESET 1971
 PT0046_MARK LOGO: CGS
 PT0046_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0046+STABILITY: SURFACE MOTION
 PT0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0046+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 PT0046
 PT0046  HISTORY     - Date     Condition        Report By
 PT0046  HISTORY     - 1971     MONUMENTED       NGS
 PT0046  HISTORY     - 20040717 GOOD             GEOCAC
 PT0046
 PT0046                          STATION DESCRIPTION
 PT0046
 PT0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0046'18.9 MI NW FROM PIERRE.
 PT0046'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION WITH
 PT0046'U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A CROSSROAD AND
 PT0046'A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 10.5 MILES
 PT0046'TO A SIDE ROAD WEST, 81 FEET WEST OF THE CENTER ON THE
 PT0046'NORTH-SOUTH ROAD, 31 FEET NORTH OF THE SIDE ROAD, 4 FEET WEST
 PT0046'OF A POWER POLE, 2.1 FEET EAST OF A METAL WITNESS POST, SET IN
 PT0046'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 PT0046
 PT0046                          STATION RECOVERY (2004)
 PT0046
 PT0046'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 PT0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0248 ***********************************************************************
 QT0248  DESIGNATION -  W 31
 QT0248  PID         -  QT0248
 QT0248  STATE/COUNTY-  SD/HARDING
 QT0248  COUNTRY     -  US
 QT0248  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 QT0248
 QT0248                         *CURRENT SURVEY CONTROL
 QT0248  ______________________________________________________________________
 QT0248* NAD 83(1986) POSITION- 45 33 34.     (N) 103 22 57.     (W)   SCALED
 QT0248* NAVD 88 ORTHO HEIGHT -   869.648 (meters)     2853.17  (feet) ADJUSTED
 QT0248  ______________________________________________________________________
 QT0248  GEOID HEIGHT    -        -16.134 (meters)                     GEOID18
 QT0248  DYNAMIC HEIGHT  -        869.514 (meters)     2852.73  (feet) COMP
 QT0248  MODELED GRAVITY -    980,432.8   (mgal)                       NAVD 88
 QT0248
 QT0248  VERT ORDER      -  FIRST     CLASS II
 QT0248
 QT0248.The horizontal coordinates were scaled from a map and have
 QT0248.an estimated accuracy of +/- 6 seconds.
 QT0248
 QT0248.The orthometric height was determined by differential leveling and
 QT0248.adjusted by the NATIONAL GEODETIC SURVEY
 QT0248.in April 2000.
 QT0248
 QT0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0248.GEOID18 height accuracy estimate available here.
 QT0248
 QT0248.Click photographs - Photos may exist for this station.
 QT0248
 QT0248.The dynamic height is computed by dividing the NAVD 88
 QT0248.geopotential number by the normal gravity value computed on the
 QT0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0248.degrees latitude (g = 980.6199 gals.).
 QT0248
 QT0248.The modeled gravity was interpolated from observed gravity values.
 QT0248
 QT0248;                    North         East    Units  Estimated Accuracy
 QT0248;SPC SD N     -   197,330.      335,990.      MT  (+/- 180 meters Scaled)
 QT0248
 QT0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL262463(NAD 83)
 QT0248
 QT0248                          SUPERSEDED SURVEY CONTROL
 QT0248
 QT0248  NAVD 88 (06/15/91)  869.635  (m)         2853.13   (f) SUPERSEDED  1 2
 QT0248  NGVD 29 (??/??/92)  869.161  (m)         2851.57   (f) ADJ UNCH    1 2
 QT0248
 QT0248.Superseded values are not recommended for survey control.
 QT0248
 QT0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0248.See file dsdata.pdf to determine how the superseded data were derived.
 QT0248
 QT0248_MARKER: DB = BENCH MARK DISK
 QT0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0248_STAMPING: W 31 1934
 QT0248_MARK LOGO: CGS
 QT0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0248+STABILITY: SURFACE MOTION
 QT0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0248+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0248
 QT0248  HISTORY     - Date     Condition        Report By
 QT0248  HISTORY     - 1934     MONUMENTED       CGS
 QT0248  HISTORY     - 1941     GOOD             CGS
 QT0248  HISTORY     - 1971     GOOD             USGS
 QT0248  HISTORY     - 19990527 GOOD             NGS
 QT0248
 QT0248                          STATION DESCRIPTION
 QT0248
 QT0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0248'10 MI E FROM BUFFALO.
 QT0248'10.0 MILES EAST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 QT0248'AT BUFFALO, HARDING COUNTY, ABOUT 1.6 MILES WEST OF A BRIDGE
 QT0248'OVER A CREEK, ABOUT 0.2 MILE WEST OF A SMALL DRAW AND TWO
 QT0248'PIPE CULVERTS, AND 79 FEET SOUTH OF THE CENTER LINE OF THE
 QT0248'HIGHWAY.  A STANDARD DISK, STAMPED W 31 1934 AND SET IN THE
 QT0248'TOP OF A CONCRETE POST.
 QT0248
 QT0248                          STATION RECOVERY (1971)
 QT0248
 QT0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QT0248'RECOVERED IN GOOD CONDITION.
 QT0248
 QT0248                          STATION RECOVERY (1999)
 QT0248
 QT0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0248'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0248'STATE HIGHWAY 20 IN BUFFALO, THENCE 12.8 KM (7.95 MI) EASTERLY ALONG
 QT0248'STATE HIGHWAY 20, 336.8 M (1105.0 FT) EAST OF MILEPOST 37, 22.3 M
 QT0248'(73.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.9 M (16.1 FT) EAST OF THE
 QT0248'CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) WEST OF THE CENTER 1 OF 3
 QT0248'BRACED FENCE POSTS, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE,
 QT0248'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 QT0248'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 QT0248'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0374 ***********************************************************************
 PT0374  DESIGNATION -  W 310
 PT0374  PID         -  PT0374
 PT0374  STATE/COUNTY-  SD/SULLY
 PT0374  COUNTRY     -  US
 PT0374  USGS QUAD   -  MAIL SHACK CREEK (2017)
 PT0374
 PT0374                         *CURRENT SURVEY CONTROL
 PT0374  ______________________________________________________________________
 PT0374* NAD 83(1986) POSITION- 44 44 25.     (N) 100 35 21.     (W)   SCALED
 PT0374* NAVD 88 ORTHO HEIGHT -   568.565 (meters)     1865.37  (feet) ADJUSTED
 PT0374  ______________________________________________________________________
 PT0374  GEOID HEIGHT    -        -22.416 (meters)                     GEOID18
 PT0374  DYNAMIC HEIGHT  -        568.470 (meters)     1865.06  (feet) COMP
 PT0374  MODELED GRAVITY -    980,432.8   (mgal)                       NAVD 88
 PT0374
 PT0374  VERT ORDER      -  SECOND    CLASS 0
 PT0374
 PT0374.The horizontal coordinates were scaled from a map and have
 PT0374.an estimated accuracy of +/- 6 seconds.
 PT0374
 PT0374.The orthometric height was determined by differential leveling and
 PT0374.adjusted by the NATIONAL GEODETIC SURVEY
 PT0374.in June 1991.
 PT0374
 PT0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0374.GEOID18 height accuracy estimate available here.
 PT0374
 PT0374.Click photographs - Photos may exist for this station.
 PT0374
 PT0374.The dynamic height is computed by dividing the NAVD 88
 PT0374.geopotential number by the normal gravity value computed on the
 PT0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0374.degrees latitude (g = 980.6199 gals.).
 PT0374
 PT0374.The modeled gravity was interpolated from observed gravity values.
 PT0374
 PT0374;                    North         East    Units  Estimated Accuracy
 PT0374;SPC SD N     -   100,950.      553,340.      MT  (+/- 180 meters Scaled)
 PT0374
 PT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ741553(NAD 83)
 PT0374
 PT0374                          SUPERSEDED SURVEY CONTROL
 PT0374
 PT0374  NGVD 29 (??/??/92)  568.181  (m)         1864.11   (f) ADJ UNCH    2 0
 PT0374
 PT0374.Superseded values are not recommended for survey control.
 PT0374
 PT0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0374.See file dsdata.pdf to determine how the superseded data were derived.
 PT0374
 PT0374_MARKER: DB = BENCH MARK DISK
 PT0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0374_STAMPING: W 310 1946
 PT0374_MARK LOGO: CGS
 PT0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0374+STABILITY: SURFACE MOTION
 PT0374
 PT0374  HISTORY     - Date     Condition        Report By
 PT0374  HISTORY     - 1946     MONUMENTED       CGS
 PT0374  HISTORY     - 1984     GOOD             NGS
 PT0374
 PT0374                          STATION DESCRIPTION
 PT0374
 PT0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0374'38.7 MI NW FROM PIERRE.
 PT0374'ALONG A GRADED ROAD LEADING TO THE DEPARTMENT OF AGRICULTURE
 PT0374'SOIL CONSERVATION OFFICE AND CAMP, 38.7 MILES NORTHWEST OF THE
 PT0374'POST OFFICE IN PIERRE, 9.8 MILES NORTHWEST OF GRANDVIEW SCHOOL,
 PT0374'AT A CURVE IN THE ROAD, 33 FEET EAST OF THE CENTER OF THE ROAD,
 PT0374'2 FEET SOUTH OF WITNESS POST.  A STANDARD DISK, STAMPED W 310
 PT0374'1946 AND SET IN TOP OF A CONCRETE POST.
 PT0374
 PT0374                          STATION RECOVERY (1984)
 PT0374
 PT0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PT0374'ABOUT 21.3 KM (13.25 MI) NORTH ALONG HIGHWAY 1804 FROM THE EAST END
 PT0374'OF THE OAHE DAM TO OKOBOJO CREEK, THENCE NORTH ALONG HIGHWAY 1804 FOR
 PT0374'9.2 KM (5.7 MI) TO A CROSSROAD, THENCE ALONG GRAVELED ROADS 10.5 KM
 PT0374'(6.5 MI) WEST, 1.6 KM (1.0 MI) NORTH, THENCE 1.4 KM (0.85 MI) WEST,
 PT0374'THENCE 2.4 KM (1.5 MI) NORTH, 15.2 M (50 FT) NORTHEAST FROM CENTER OF
 PT0374'THE ROAD AT CENTER OF CURVE, 7.6 M (25 FT) SOUTH FROM THE CENTER OF A
 PT0374'TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0013 ***********************************************************************
 QS0013  DESIGNATION -  W 311
 QS0013  PID         -  QS0013
 QS0013  STATE/COUNTY-  SD/CAMPBELL
 QS0013  COUNTRY     -  US
 QS0013  USGS QUAD   -  POLLOCK NW (2017)
 QS0013
 QS0013                         *CURRENT SURVEY CONTROL
 QS0013  ______________________________________________________________________
 QS0013* NAD 83(1986) POSITION- 45 53 10.     (N) 100 25 21.     (W)   SCALED
 QS0013* NAVD 88 ORTHO HEIGHT -   478.209 (meters)     1568.92  (feet) ADJUSTED
 QS0013  ______________________________________________________________________
 QS0013  GEOID HEIGHT    -        -21.737 (meters)                     GEOID18
 QS0013  DYNAMIC HEIGHT  -        478.179 (meters)     1568.83  (feet) COMP
 QS0013  MODELED GRAVITY -    980,539.9   (mgal)                       NAVD 88
 QS0013
 QS0013  VERT ORDER      -  FIRST     CLASS II
 QS0013
 QS0013.The horizontal coordinates were scaled from a map and have
 QS0013.an estimated accuracy of +/- 6 seconds.
 QS0013
 QS0013.The orthometric height was determined by differential leveling and
 QS0013.adjusted by the NATIONAL GEODETIC SURVEY
 QS0013.in June 1991.
 QS0013
 QS0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0013.GEOID18 height accuracy estimate available here.
 QS0013
 QS0013.Click photographs - Photos may exist for this station.
 QS0013
 QS0013.The dynamic height is computed by dividing the NAVD 88
 QS0013.geopotential number by the normal gravity value computed on the
 QS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0013.degrees latitude (g = 980.6199 gals.).
 QS0013
 QS0013.The modeled gravity was interpolated from observed gravity values.
 QS0013
 QS0013;                    North         East    Units  Estimated Accuracy
 QS0013;SPC SD N     -   228,210.      567,200.      MT  (+/- 180 meters Scaled)
 QS0013
 QS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR896823(NAD 83)
 QS0013
 QS0013                          SUPERSEDED SURVEY CONTROL
 QS0013
 QS0013  NGVD 29 (??/??/92)  477.825  (m)         1567.66   (f) ADJ UNCH    1 2
 QS0013
 QS0013.Superseded values are not recommended for survey control.
 QS0013
 QS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0013.See file dsdata.pdf to determine how the superseded data were derived.
 QS0013
 QS0013_MARKER: DB = BENCH MARK DISK
 QS0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0013_STAMPING: W 311 1945
 QS0013_MARK LOGO: CGS
 QS0013_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0013+STABILITY: SURFACE MOTION
 QS0013
 QS0013  HISTORY     - Date     Condition        Report By
 QS0013  HISTORY     - 1945     MONUMENTED       CGS
 QS0013  HISTORY     - 1949     GOOD             CGS
 QS0013
 QS0013                          STATION DESCRIPTION
 QS0013
 QS0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0013'10.6 MI SW FROM POLLOCK.
 QS0013'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM THE STATION AT POLLOCK,
 QS0013'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 QS0013'ALONG A GRAVELED ROAD, THENCE 4.15 MILES WEST ALONG A GRAVELED
 QS0013'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.4
 QS0013'MILES WEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG A
 QS0013'TRAIL ROAD, THENCE 0.2 MILE WEST ALONG THE NORTH EDGE OF A WOODED
 QS0013'AREA, THENCE 0.1 MILE SOUTH ALONG THE WEST EDGE OF A ALFALFA
 QS0013'FIELD, THENCE 0.2 MILE WEST ALONG THE SOUTH EDGE OF THE ALFALFA
 QS0013'FIELD, THENCE 0.45 MILE SOUTH AND EAST ALONG A DIM TRAIL ROAD
 QS0013'WHICH WINDS THROUGH BRUSH AND SOME TREES TO A CLEARING, 21 FEET
 QS0013'WEST OF THE CENTER LINE OF THE TRAIL ROAD, 2.7 FEET WEST OF A
 QS0013'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0013'0.5 FOOT ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF
 QS0013'POLLOCK, SOUTH DAKOTA HAS BEEN MOVED APPROXIMATELY 0.8 MILE
 QS0013'SOUTH.  ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0501 ***********************************************************************
 PS0501  DESIGNATION -  W 312 RESET
 PS0501  PID         -  PS0501
 PS0501  STATE/COUNTY-  SD/HUGHES
 PS0501  COUNTRY     -  US
 PS0501  USGS QUAD   -  DE GREY SE (2017)
 PS0501
 PS0501                         *CURRENT SURVEY CONTROL
 PS0501  ______________________________________________________________________
 PS0501* NAD 83(1986) POSITION- 44 16 24.     (N) 099 51 19.     (W)   SCALED
 PS0501* NAVD 88 ORTHO HEIGHT -   511.126 (meters)     1676.92  (feet) ADJUSTED
 PS0501  ______________________________________________________________________
 PS0501  GEOID HEIGHT    -        -23.979 (meters)                     GEOID18
 PS0501  DYNAMIC HEIGHT  -        511.020 (meters)     1676.57  (feet) COMP
 PS0501  MODELED GRAVITY -    980,394.6   (mgal)                       NAVD 88
 PS0501
 PS0501  VERT ORDER      -  FIRST     CLASS II
 PS0501
 PS0501.The horizontal coordinates were scaled from a map and have
 PS0501.an estimated accuracy of +/- 6 seconds.
 PS0501
 PS0501.The orthometric height was determined by differential leveling and
 PS0501.adjusted by the NATIONAL GEODETIC SURVEY
 PS0501.in June 1991.
 PS0501
 PS0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0501.GEOID18 height accuracy estimate available here.
 PS0501
 PS0501.Click photographs - Photos may exist for this station.
 PS0501
 PS0501.The dynamic height is computed by dividing the NAVD 88
 PS0501.geopotential number by the normal gravity value computed on the
 PS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0501.degrees latitude (g = 980.6199 gals.).
 PS0501
 PS0501.The modeled gravity was interpolated from observed gravity values.
 PS0501
 PS0501;                    North         East    Units  Estimated Accuracy
 PS0501;SPC SD S     -   215,640.      638,170.      MT  (+/- 180 meters Scaled)
 PS0501
 PS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ317025(NAD 83)
 PS0501
 PS0501                          SUPERSEDED SURVEY CONTROL
 PS0501
 PS0501  NGVD 29 (??/??/92)  510.781  (m)         1675.79   (f) ADJ UNCH    1 2
 PS0501
 PS0501.Superseded values are not recommended for survey control.
 PS0501
 PS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0501.See file dsdata.pdf to determine how the superseded data were derived.
 PS0501
 PS0501_MARKER: DB = BENCH MARK DISK
 PS0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0501_STAMPING: W 312 RESET 1949
 PS0501_MARK LOGO: CGS
 PS0501_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0501+STABILITY: SURFACE MOTION
 PS0501
 PS0501  HISTORY     - Date     Condition        Report By
 PS0501  HISTORY     - 1949     MONUMENTED       CGS
 PS0501
 PS0501                          STATION DESCRIPTION
 PS0501
 PS0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0501'3.2 MI SE FROM DE GREY.
 PS0501'3.2 MILES SOUTHEAST OF DE GREY, HUGHES COUNTY.  THIS BENCH MARK
 PS0501'MAY BE REACHED FROM THE POST OFFICE BY GOING 1.1 MILES EAST
 PS0501'ALONG STATE HIGHWAY 34, THENCE 2.1 MILES SOUTHEAST ALONG A DIRT
 PS0501'ROAD.  IT IS 0.5 MILE WEST OF A CURVE WITH TANGENTS EXTENDING
 PS0501'WEST AND SOUTH, 300 FEET EAST OF A CURVE IN THE OLD ROAD, 230
 PS0501'FEET EAST OF A JOG IN THE NORTH RIGHT-OF-WAY FENCE, IN SECTION
 PS0501'4, T 109 N, R 75 W, 100 FEET NORTH OF THE CENTER LINE OF THE
 PS0501'NEW HIGHWAY (UNDER CONSTRUCTION IN 1949), AND 1.7 FEET WEST OF
 PS0501'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED W 312
 PS0501'RESET 1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PS0501'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0075 ***********************************************************************
 PT0075  DESIGNATION -  W 313
 PT0075  PID         -  PT0075
 PT0075  STATE/COUNTY-  SD/SULLY
 PT0075  COUNTRY     -  US
 PT0075  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0075
 PT0075                         *CURRENT SURVEY CONTROL
 PT0075  ______________________________________________________________________
 PT0075* NAD 83(1986) POSITION- 44 49 25.     (N) 100 19 31.     (W)   SCALED
 PT0075* NAVD 88 ORTHO HEIGHT -   564.975 (meters)     1853.59  (feet) ADJUSTED
 PT0075  ______________________________________________________________________
 PT0075  GEOID HEIGHT    -        -22.665 (meters)                     GEOID18
 PT0075  DYNAMIC HEIGHT  -        564.877 (meters)     1853.27  (feet) COMP
 PT0075  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 PT0075
 PT0075  VERT ORDER      -  SECOND    CLASS 0
 PT0075
 PT0075.The horizontal coordinates were scaled from a map and have
 PT0075.an estimated accuracy of +/- 6 seconds.
 PT0075
 PT0075.The orthometric height was determined by differential leveling and
 PT0075.adjusted by the NATIONAL GEODETIC SURVEY
 PT0075.in June 1991.
 PT0075
 PT0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0075.GEOID18 height accuracy estimate available here.
 PT0075
 PT0075.Click photographs - Photos may exist for this station.
 PT0075
 PT0075.The dynamic height is computed by dividing the NAVD 88
 PT0075.geopotential number by the normal gravity value computed on the
 PT0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0075.degrees latitude (g = 980.6199 gals.).
 PT0075
 PT0075.The modeled gravity was interpolated from observed gravity values.
 PT0075
 PT0075;                    North         East    Units  Estimated Accuracy
 PT0075;SPC SD N     -   110,090.      574,280.      MT  (+/- 180 meters Scaled)
 PT0075
 PT0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952642(NAD 83)
 PT0075
 PT0075                          SUPERSEDED SURVEY CONTROL
 PT0075
 PT0075  NGVD 29 (??/??/92)  564.596  (m)         1852.35   (f) ADJ UNCH    2 0
 PT0075
 PT0075.Superseded values are not recommended for survey control.
 PT0075
 PT0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0075.See file dsdata.pdf to determine how the superseded data were derived.
 PT0075
 PT0075_MARKER: DB = BENCH MARK DISK
 PT0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0075_STAMPING: W 313 1946
 PT0075_MARK LOGO: CGS
 PT0075_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0075+STABILITY: SURFACE MOTION
 PT0075
 PT0075  HISTORY     - Date     Condition        Report By
 PT0075  HISTORY     - 1946     MONUMENTED       CGS
 PT0075  HISTORY     - 1964     GOOD             USGS
 PT0075
 PT0075                          STATION DESCRIPTION
 PT0075
 PT0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0075'13.3 MI W FROM AGAR.
 PT0075'13.3 MILES WEST TO REACH THE MARK FROM AGAR, GO 12.3 MILES WEST
 PT0075'ALONG A GRAVEL ROAD, THENCE SOUTH FOR 1 MILE TO A WHITE FRAME
 PT0075'SCHOOL, 90.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 PT0075'HOUSE, 34.7 FEET WEST OF THE CENTERLINE OF THE ROAD, 29.8 FEET
 PT0075'SOUTH OF THE CENTERLINE OF A DIRT SECTION ROAD, 4.7 FEET SOUTHWEST
 PT0075'OF A FENCE CORNER, 2.2 FEET EAST OF A WHITE 4/4 MARKER POST, AND
 PT0075'PROJECTING 4 INCHES ABOVE THE GROUND.  NEAR COR. SECS. 26, 27, 34
 PT0075'AND 35, T 116 W., R. 79 W.  A STANDARD DISK SET IN TOP OF A
 PT0075'CONCRETE POST.
 PT0075
 PT0075                          STATION RECOVERY (1964)
 PT0075
 PT0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0013 ***********************************************************************
 PT0013  DESIGNATION -  W 314
 PT0013  PID         -  PT0013
 PT0013  STATE/COUNTY-  SD/SULLY
 PT0013  COUNTRY     -  US
 PT0013  USGS QUAD   -  AGAR (2017)
 PT0013
 PT0013                         *CURRENT SURVEY CONTROL
 PT0013  ______________________________________________________________________
 PT0013* NAD 83(1986) POSITION- 44 48 46.     (N) 100 04 28.     (W)   SCALED
 PT0013* NAVD 88 ORTHO HEIGHT -   552.467 (meters)     1812.55  (feet) ADJUSTED
 PT0013  ______________________________________________________________________
 PT0013  GEOID HEIGHT    -        -22.850 (meters)                     GEOID18
 PT0013  DYNAMIC HEIGHT  -        552.371 (meters)     1812.24  (feet) COMP
 PT0013  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 PT0013
 PT0013  VERT ORDER      -  SECOND    CLASS 0
 PT0013
 PT0013.The horizontal coordinates were scaled from a map and have
 PT0013.an estimated accuracy of +/- 6 seconds.
 PT0013
 PT0013.The orthometric height was determined by differential leveling and
 PT0013.adjusted by the NATIONAL GEODETIC SURVEY
 PT0013.in June 1991.
 PT0013
 PT0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0013.GEOID18 height accuracy estimate available here.
 PT0013
 PT0013.Click photographs - Photos may exist for this station.
 PT0013
 PT0013.The dynamic height is computed by dividing the NAVD 88
 PT0013.geopotential number by the normal gravity value computed on the
 PT0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0013.degrees latitude (g = 980.6199 gals.).
 PT0013
 PT0013.The modeled gravity was interpolated from observed gravity values.
 PT0013
 PT0013;                    North         East    Units  Estimated Accuracy
 PT0013;SPC SD N     -   108,840.      594,110.      MT  (+/- 180 meters Scaled)
 PT0013
 PT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ150627(NAD 83)
 PT0013
 PT0013                          SUPERSEDED SURVEY CONTROL
 PT0013
 PT0013  NGVD 29 (??/??/92)  552.107  (m)         1811.37   (f) ADJ UNCH    2 0
 PT0013
 PT0013.Superseded values are not recommended for survey control.
 PT0013
 PT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0013.See file dsdata.pdf to determine how the superseded data were derived.
 PT0013
 PT0013_MARKER: DB = BENCH MARK DISK
 PT0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0013_STAMPING: W 314 1946
 PT0013_MARK LOGO: CGS
 PT0013_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0013+STABILITY: SURFACE MOTION
 PT0013
 PT0013  HISTORY     - Date     Condition        Report By
 PT0013  HISTORY     - 1946     MONUMENTED       CGS
 PT0013  HISTORY     - 1964     GOOD             USGS
 PT0013
 PT0013                          STATION DESCRIPTION
 PT0013
 PT0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0013'1.7 MI S FROM AGAR.
 PT0013'1.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0013'THE STATION AT AGAR, SULLY COUNTY, ABOUT 78 YARDS SOUTH OF
 PT0013'THE SOUTH END OF WOODEN BRIDGE D 632, 38.2 FEET WEST OF THE
 PT0013'TRACK, 11.4 FEET EAST OF A FENCE, 2 FEET SOUTHWEST OF A LARGE
 PT0013'BOULDER, 2.2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 PT0013'ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PT0013'W 314 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0013'ABOUT 5 INCHES ABOVE GROUND.
 PT0013
 PT0013                          STATION RECOVERY (1964)
 PT0013
 PT0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0471 ***********************************************************************
 PS0471  DESIGNATION -  W 315
 PS0471  PID         -  PS0471
 PS0471  STATE/COUNTY-  SD/BUFFALO
 PS0471  COUNTRY     -  US
 PS0471  USGS QUAD   -  LOWER BRULE (2017)
 PS0471
 PS0471                         *CURRENT SURVEY CONTROL
 PS0471  ______________________________________________________________________
 PS0471* NAD 83(1986) POSITION- 44 06 21.     (N) 099 30 32.     (W)   SCALED
 PS0471* NAVD 88 ORTHO HEIGHT -   445.965 (meters)     1463.14  (feet) ADJUSTED
 PS0471  ______________________________________________________________________
 PS0471  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 PS0471  DYNAMIC HEIGHT  -        445.865 (meters)     1462.81  (feet) COMP
 PS0471  MODELED GRAVITY -    980,381.7   (mgal)                       NAVD 88
 PS0471
 PS0471  VERT ORDER      -  FIRST     CLASS II
 PS0471
 PS0471.The horizontal coordinates were scaled from a map and have
 PS0471.an estimated accuracy of +/- 6 seconds.
 PS0471
 PS0471.The orthometric height was determined by differential leveling and
 PS0471.adjusted by the NATIONAL GEODETIC SURVEY
 PS0471.in June 1991.
 PS0471
 PS0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0471.GEOID18 height accuracy estimate available here.
 PS0471
 PS0471.Click photographs - Photos may exist for this station.
 PS0471
 PS0471.The dynamic height is computed by dividing the NAVD 88
 PS0471.geopotential number by the normal gravity value computed on the
 PS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0471.degrees latitude (g = 980.6199 gals.).
 PS0471
 PS0471.The modeled gravity was interpolated from observed gravity values.
 PS0471
 PS0471;                    North         East    Units  Estimated Accuracy
 PS0471;SPC SD S     -   197,240.      666,000.      MT  (+/- 180 meters Scaled)
 PS0471
 PS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP592837(NAD 83)
 PS0471
 PS0471                          SUPERSEDED SURVEY CONTROL
 PS0471
 PS0471  NGVD 29 (??/??/92)  445.633  (m)         1462.05   (f) ADJ UNCH    1 2
 PS0471
 PS0471.Superseded values are not recommended for survey control.
 PS0471
 PS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0471.See file dsdata.pdf to determine how the superseded data were derived.
 PS0471
 PS0471_MARKER: DB = BENCH MARK DISK
 PS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0471_STAMPING: W 315 1946
 PS0471_MARK LOGO: CGS
 PS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0471+STABILITY: SURFACE MOTION
 PS0471
 PS0471  HISTORY     - Date     Condition        Report By
 PS0471  HISTORY     - 1946     MONUMENTED       CGS
 PS0471  HISTORY     - 1949     GOOD             CGS
 PS0471
 PS0471                          STATION DESCRIPTION
 PS0471
 PS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0471'7 MI NW FROM FORT THOMPSON.
 PS0471'7.0 MILES NORTHWEST ALONG A GRADED COUNTY ROAD, 1.5 MILES NORTH
 PS0471'THENCE 2.5 MILES WEST THENCE 1.9 MILES NORTH THENCE 1.1 MILES
 PS0471'WEST OF FORT THOMPSON, IN A FENCE CORNER, 49 FEET WEST OF THE
 PS0471'CENTER OF A ROAD LEADING NORTH, 43 FEET NORTH OF THE CENTER OF
 PS0471'A ROAD LEADING WEST, 28 FEET NORTH OF THE NORTH END OF A CATTLE
 PS0471'GUARD, 4 FEET SOUTHWEST OF A CORNER FENCE POST, 2 FEET NORTH OF
 PS0471'WITNESS POST.
 PS0471
 PS0471                          STATION RECOVERY (1949)
 PS0471
 PS0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0399 ***********************************************************************
 OR0399  DESIGNATION -  W 317
 OR0399  PID         -  OR0399
 OR0399  STATE/COUNTY-  SD/BRULE
 OR0399  COUNTRY     -  US
 OR0399  USGS QUAD   -  PUKWANA (2017)
 OR0399
 OR0399                         *CURRENT SURVEY CONTROL
 OR0399  ______________________________________________________________________
 OR0399* NAD 83(1986) POSITION- 43 48 25.     (N) 099 14 34.     (W)   SCALED
 OR0399* NAVD 88 ORTHO HEIGHT -   469.370 (meters)     1539.92  (feet) ADJUSTED
 OR0399  ______________________________________________________________________
 OR0399  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 OR0399  DYNAMIC HEIGHT  -        469.246 (meters)     1539.52  (feet) COMP
 OR0399  MODELED GRAVITY -    980,341.0   (mgal)                       NAVD 88
 OR0399
 OR0399  VERT ORDER      -  FIRST     CLASS II
 OR0399
 OR0399.The horizontal coordinates were scaled from a map and have
 OR0399.an estimated accuracy of +/- 6 seconds.
 OR0399
 OR0399.The orthometric height was determined by differential leveling and
 OR0399.adjusted by the NATIONAL GEODETIC SURVEY
 OR0399.in June 1991.
 OR0399
 OR0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0399.GEOID18 height accuracy estimate available here.
 OR0399
 OR0399.Click photographs - Photos may exist for this station.
 OR0399
 OR0399.The dynamic height is computed by dividing the NAVD 88
 OR0399.geopotential number by the normal gravity value computed on the
 OR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0399.degrees latitude (g = 980.6199 gals.).
 OR0399
 OR0399.The modeled gravity was interpolated from observed gravity values.
 OR0399
 OR0399;                    North         East    Units  Estimated Accuracy
 OR0399;SPC SD S     -   164,280.      687,740.      MT  (+/- 180 meters Scaled)
 OR0399
 OR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP804504(NAD 83)
 OR0399
 OR0399                          SUPERSEDED SURVEY CONTROL
 OR0399
 OR0399  NGVD 29 (??/??/92)  469.016  (m)         1538.76   (f) ADJ UNCH    1 2
 OR0399
 OR0399.Superseded values are not recommended for survey control.
 OR0399
 OR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0399.See file dsdata.pdf to determine how the superseded data were derived.
 OR0399
 OR0399_MARKER: DB = BENCH MARK DISK
 OR0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0399_STAMPING: W 317 1946
 OR0399_MARK LOGO: CGS
 OR0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0399+STABILITY: SURFACE MOTION
 OR0399
 OR0399  HISTORY     - Date     Condition        Report By
 OR0399  HISTORY     - 1946     MONUMENTED       CGS
 OR0399  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0399
 OR0399                          STATION DESCRIPTION
 OR0399
 OR0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0399'4.7 MI E FROM CHAMBERLAIN.
 OR0399'4.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0399'RAILROAD FROM THE STATION AT CHAMBERLAIN, 98.0 FEET NORTHEAST
 OR0399'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 23.0 FEET
 OR0399'SOUTHEAST OF THE CENTER LINE OF A NORTHEAST-SOUTHWEST ROAD,
 OR0399'15.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A GATE, 2.0 FEET
 OR0399'SOUTHWEST OF THE RIGHT OF WAY FENCE AND 1.5 FEET WEST OF A
 OR0399'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED W 317 1946 SET
 OR0399'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 OR0399'ABOVE GROUND.
 OR0399
 OR0399                          STATION RECOVERY (2012)
 OR0399
 OR0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1496 ***********************************************************************
 NM1496  DESIGNATION -  W 319
 NM1496  PID         -  NM1496
 NM1496  STATE/COUNTY-  SD/YANKTON
 NM1496  COUNTRY     -  US
 NM1496  USGS QUAD   -  TABOR NE (2017)
 NM1496
 NM1496                         *CURRENT SURVEY CONTROL
 NM1496  ______________________________________________________________________
 NM1496* NAD 83(1986) POSITION- 42 52 42.     (N) 097 33 02.     (W)   SCALED
 NM1496* NAVD 88 ORTHO HEIGHT -   451.472 (meters)     1481.20  (feet) ADJUSTED
 NM1496  ______________________________________________________________________
 NM1496  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM1496  DYNAMIC HEIGHT  -        451.335 (meters)     1480.75  (feet) COMP
 NM1496  MODELED GRAVITY -    980,302.0   (mgal)                       NAVD 88
 NM1496
 NM1496  VERT ORDER      -  FIRST     CLASS II
 NM1496
 NM1496.The horizontal coordinates were scaled from a map and have
 NM1496.an estimated accuracy of +/- 6 seconds.
 NM1496
 NM1496.The orthometric height was determined by differential leveling and
 NM1496.adjusted by the NATIONAL GEODETIC SURVEY
 NM1496.in June 1991.
 NM1496
 NM1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1496.GEOID18 height accuracy estimate available here.
 NM1496
 NM1496.Click photographs - Photos may exist for this station.
 NM1496
 NM1496.The dynamic height is computed by dividing the NAVD 88
 NM1496.geopotential number by the normal gravity value computed on the
 NM1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1496.degrees latitude (g = 980.6199 gals.).
 NM1496
 NM1496.The modeled gravity was interpolated from observed gravity values.
 NM1496
 NM1496;                    North         East    Units  Estimated Accuracy
 NM1496;SPC SD S     -    64,350.      827,310.      MT  (+/- 180 meters Scaled)
 NM1496
 NM1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN183483(NAD 83)
 NM1496
 NM1496                          SUPERSEDED SURVEY CONTROL
 NM1496
 NM1496  NGVD 29 (??/??/92)  451.26   (m)         1480.5    (f) COMPUTED    1 2
 NM1496
 NM1496.Superseded values are not recommended for survey control.
 NM1496
 NM1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1496.See file dsdata.pdf to determine how the superseded data were derived.
 NM1496
 NM1496_MARKER: DB = BENCH MARK DISK
 NM1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1496_STAMPING: W 319 1946
 NM1496_MARK LOGO: CGS
 NM1496_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1496+STABILITY: SURFACE MOTION
 NM1496
 NM1496  HISTORY     - Date     Condition        Report By
 NM1496  HISTORY     - 1946     MONUMENTED       CGS
 NM1496  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM1496
 NM1496                          STATION DESCRIPTION
 NM1496
 NM1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1496'11.6 MI W FROM YANKTON.
 NM1496'ABOUT 9.4 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO.
 NM1496'50 FROM THE POST OFFICE AT YANKTON, THENCE 2.2 MILES SOUTH ALONG
 NM1496'A GRAVEL SURFACED ROAD, AND AT A FIELD ROAD CROSSING, 40 FEET
 NM1496'EAST OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 NM1496'GRAVEL ROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE FIELD ROAD,
 NM1496'1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND IN LINE WITH THE
 NM1496'RIGHT-OF-WAY FENCE.  A BRONZE DISC STAMPED W 319 1946 AND SET
 NM1496'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 NM1496'ABOVE THE GROUND.
 NM1496
 NM1496                          STATION RECOVERY (2012)
 NM1496
 NM1496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1496'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1495 ***********************************************************************
 NM1495  DESIGNATION -  W 319 RESET
 NM1495  PID         -  NM1495
 NM1495  STATE/COUNTY-  SD/YANKTON
 NM1495  COUNTRY     -  US
 NM1495  USGS QUAD   -  TABOR NE (2017)
 NM1495
 NM1495                         *CURRENT SURVEY CONTROL
 NM1495  ______________________________________________________________________
 NM1495* NAD 83(1986) POSITION- 42 52 42.     (N) 097 33 02.     (W)   SCALED
 NM1495* NAVD 88 ORTHO HEIGHT -   450.96  (+/-2cm)     1479.5   (feet) VERTCON3
 NM1495  ______________________________________________________________________
 NM1495  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 NM1495  VERT ORDER      -  THIRD (See Below)
 NM1495
 NM1495.The horizontal coordinates were scaled from a map and have
 NM1495.an estimated accuracy of +/- 6 seconds.
 NM1495
 NM1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1495
 NM1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1495.GEOID18 height accuracy estimate available here.
 NM1495
 NM1495.The vertical order pertains to the NGVD 29 superseded value.
 NM1495
 NM1495.Click photographs - Photos may exist for this station.
 NM1495
 NM1495;                    North         East    Units  Estimated Accuracy
 NM1495;SPC SD S     -    64,350.      827,310.      MT  (+/- 180 meters Scaled)
 NM1495
 NM1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN183483(NAD 83)
 NM1495
 NM1495                          SUPERSEDED SURVEY CONTROL
 NM1495
 NM1495  NGVD 29 (??/??/??)  450.75   (m)         1478.8    (f) RESET       3  
 NM1495
 NM1495.Superseded values are not recommended for survey control.
 NM1495
 NM1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1495.See file dsdata.pdf to determine how the superseded data were derived.
 NM1495
 NM1495_MARKER: DB = BENCH MARK DISK
 NM1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1495_STAMPING: W 319 RESET 1959
 NM1495_MARK LOGO: CGS
 NM1495_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1495+STABILITY: SURFACE MOTION
 NM1495
 NM1495  HISTORY     - Date     Condition        Report By
 NM1495  HISTORY     - 1959     MONUMENTED       CGS
 NM1495
 NM1495                          STATION DESCRIPTION
 NM1495
 NM1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NM1495'11.5 MI SW FROM YANKTON.
 NM1495'ABOUT 9.4 MILES WEST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1495'AT YANKTON, THENCE ABOUT 2.1 MILES SOUTH ALONG A NEW ROAD LEADING
 NM1495'TO THE LEWIS AND CLARK LAKE, AT A DEEP CUT, ABOUT 0.2 MILE WEST
 NM1495'OF A HOUSE, ABOUT 112 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NM1495'AT THE TOP OF THE BACKSLOPE AND 1 1/2 FEET SOUTH OF A WITNESS
 NM1495'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 NM1495'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0130 ***********************************************************************
 OS0130  DESIGNATION -  W 320
 OS0130  PID         -  OS0130
 OS0130  STATE/COUNTY-  SD/TODD
 OS0130  COUNTRY     -  US
 OS0130  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0130
 OS0130                         *CURRENT SURVEY CONTROL
 OS0130  ______________________________________________________________________
 OS0130* NAD 83(1986) POSITION- 43 06 13.     (N) 100 20 03.     (W)   SCALED
 OS0130* NAVD 88 ORTHO HEIGHT -   749.528 (meters)     2459.08  (feet) ADJUSTED
 OS0130  ______________________________________________________________________
 OS0130  GEOID HEIGHT    -        -23.276 (meters)                     GEOID18
 OS0130  DYNAMIC HEIGHT  -        749.234 (meters)     2458.11  (feet) COMP
 OS0130  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 OS0130
 OS0130  VERT ORDER      -  SECOND    CLASS 0
 OS0130
 OS0130.The horizontal coordinates were scaled from a map and have
 OS0130.an estimated accuracy of +/- 6 seconds.
 OS0130
 OS0130.The orthometric height was determined by differential leveling and
 OS0130.adjusted by the NATIONAL GEODETIC SURVEY
 OS0130.in June 1991.
 OS0130
 OS0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0130.GEOID18 height accuracy estimate available here.
 OS0130
 OS0130.Click photographs - Photos may exist for this station.
 OS0130
 OS0130.The dynamic height is computed by dividing the NAVD 88
 OS0130.geopotential number by the normal gravity value computed on the
 OS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0130.degrees latitude (g = 980.6199 gals.).
 OS0130
 OS0130.The modeled gravity was interpolated from observed gravity values.
 OS0130
 OS0130;                    North         East    Units  Estimated Accuracy
 OS0130;SPC SD S     -    85,570.      599,930.      MT  (+/- 180 meters Scaled)
 OS0130
 OS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN914731(NAD 83)
 OS0130
 OS0130                          SUPERSEDED SURVEY CONTROL
 OS0130
 OS0130  NGVD 29 (??/??/92)  749.198  (m)         2457.99   (f) ADJ UNCH    2 0
 OS0130
 OS0130.Superseded values are not recommended for survey control.
 OS0130
 OS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0130.See file dsdata.pdf to determine how the superseded data were derived.
 OS0130
 OS0130_MARKER: DB = BENCH MARK DISK
 OS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0130_STAMPING: W 320 1946
 OS0130_MARK LOGO: CGS
 OS0130_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0130+STABILITY: SURFACE MOTION
 OS0130
 OS0130  HISTORY     - Date     Condition        Report By
 OS0130  HISTORY     - 1946     MONUMENTED       CGS
 OS0130
 OS0130                          STATION DESCRIPTION
 OS0130
 OS0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0130'10.5 MI W FROM KEYAPAHA.
 OS0130'ABOUT 10.5 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0130'OFFICE AT KEYAPAHA, AND AT THE INTERSECTION WITH A NORTH-SOUTH
 OS0130'DIRT ROAD, 46 FEET NORTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER
 OS0130'LINE OF THE EAST-WEST ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 OS0130'NORTH-SOUTH ROAD, 9 FEET NORTH OF THE RIGHT-OF-WAY FENCE CORNER,
 OS0130'1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 OS0130'W 320 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OS0130'5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0084 ***********************************************************************
 OS0084  DESIGNATION -  W 321
 OS0084  PID         -  OS0084
 OS0084  STATE/COUNTY-  SD/TRIPP
 OS0084  COUNTRY     -  US
 OS0084  USGS QUAD   -  WITTEN SW (2017)
 OS0084
 OS0084                         *CURRENT SURVEY CONTROL
 OS0084  ______________________________________________________________________
 OS0084* NAD 83(1986) POSITION- 43 17 04.     (N) 100 11 13.     (W)   SCALED
 OS0084* NAVD 88 ORTHO HEIGHT -   784.260 (meters)     2573.03  (feet) ADJUSTED
 OS0084  ______________________________________________________________________
 OS0084  GEOID HEIGHT    -        -24.300 (meters)                     GEOID18
 OS0084  DYNAMIC HEIGHT  -        783.968 (meters)     2572.07  (feet) COMP
 OS0084  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 OS0084
 OS0084  VERT ORDER      -  SECOND    CLASS 0
 OS0084
 OS0084.The horizontal coordinates were scaled from a map and have
 OS0084.an estimated accuracy of +/- 6 seconds.
 OS0084
 OS0084.The orthometric height was determined by differential leveling and
 OS0084.adjusted by the NATIONAL GEODETIC SURVEY
 OS0084.in June 1991.
 OS0084
 OS0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0084.GEOID18 height accuracy estimate available here.
 OS0084
 OS0084.Click photographs - Photos may exist for this station.
 OS0084
 OS0084.The dynamic height is computed by dividing the NAVD 88
 OS0084.geopotential number by the normal gravity value computed on the
 OS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0084.degrees latitude (g = 980.6199 gals.).
 OS0084
 OS0084.The modeled gravity was interpolated from observed gravity values.
 OS0084
 OS0084;                    North         East    Units  Estimated Accuracy
 OS0084;SPC SD S     -   105,670.      611,880.      MT  (+/- 180 meters Scaled)
 OS0084
 OS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN037930(NAD 83)
 OS0084
 OS0084                          SUPERSEDED SURVEY CONTROL
 OS0084
 OS0084  NGVD 29 (??/??/92)  783.901  (m)         2571.85   (f) ADJ UNCH    2 0
 OS0084
 OS0084.Superseded values are not recommended for survey control.
 OS0084
 OS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0084.See file dsdata.pdf to determine how the superseded data were derived.
 OS0084
 OS0084_MARKER: DB = BENCH MARK DISK
 OS0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0084_STAMPING: W 321 1946
 OS0084_MARK LOGO: CGS
 OS0084_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0084+STABILITY: SURFACE MOTION
 OS0084
 OS0084  HISTORY     - Date     Condition        Report By
 OS0084  HISTORY     - 1946     MONUMENTED       CGS
 OS0084
 OS0084                          STATION DESCRIPTION
 OS0084
 OS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0084'8 MI SE FROM CARTER.
 OS0084'ABOUT 5.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0084'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18 AT
 OS0084'CARTER, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 OS0084'SOUTH ALONG A DIRT ROAD, AND AT A CURVE IN THE ROAD, 93 FEET
 OS0084'NORTHEAST OF AND ABOUT 10 FEET HIGHER THAN THE CENTER LINE OF THE
 OS0084'ROAD, 31 FEET NORTH OF A DOUBLE WOOD BRACE POST IN THE
 OS0084'RIGHT-OF-WAY FENCE, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1
 OS0084'FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 OS0084'W 321 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OS0084'5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0113 ***********************************************************************
 OS0113  DESIGNATION -  W 322
 OS0113  PID         -  OS0113
 OS0113  STATE/COUNTY-  SD/TRIPP
 OS0113  COUNTRY     -  US
 OS0113  USGS QUAD   -  KEYAPAHA SE (2017)
 OS0113
 OS0113                         *CURRENT SURVEY CONTROL
 OS0113  ______________________________________________________________________
 OS0113* NAD 83(1986) POSITION- 43 03 12.     (N) 100 06 25.     (W)   SCALED
 OS0113* NAVD 88 ORTHO HEIGHT -   728.704 (meters)     2390.76  (feet) ADJUSTED
 OS0113  ______________________________________________________________________
 OS0113  GEOID HEIGHT    -        -23.608 (meters)                     GEOID18
 OS0113  DYNAMIC HEIGHT  -        728.419 (meters)     2389.82  (feet) COMP
 OS0113  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 OS0113
 OS0113  VERT ORDER      -  SECOND    CLASS 0
 OS0113
 OS0113.The horizontal coordinates were scaled from a map and have
 OS0113.an estimated accuracy of +/- 6 seconds.
 OS0113
 OS0113.The orthometric height was determined by differential leveling and
 OS0113.adjusted by the NATIONAL GEODETIC SURVEY
 OS0113.in June 1991.
 OS0113
 OS0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0113.GEOID18 height accuracy estimate available here.
 OS0113
 OS0113.Click photographs - Photos may exist for this station.
 OS0113
 OS0113.The dynamic height is computed by dividing the NAVD 88
 OS0113.geopotential number by the normal gravity value computed on the
 OS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0113.degrees latitude (g = 980.6199 gals.).
 OS0113
 OS0113.The modeled gravity was interpolated from observed gravity values.
 OS0113
 OS0113;                    North         East    Units  Estimated Accuracy
 OS0113;SPC SD S     -    80,010.      618,440.      MT  (+/- 180 meters Scaled)
 OS0113
 OS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN098673(NAD 83)
 OS0113
 OS0113                          SUPERSEDED SURVEY CONTROL
 OS0113
 OS0113  NGVD 29 (??/??/92)  728.377  (m)         2389.68   (f) ADJ UNCH    2 0
 OS0113
 OS0113.Superseded values are not recommended for survey control.
 OS0113
 OS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0113.See file dsdata.pdf to determine how the superseded data were derived.
 OS0113
 OS0113_MARKER: DB = BENCH MARK DISK
 OS0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0113_STAMPING: W 322 1946
 OS0113_MARK LOGO: CGS
 OS0113_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0113+STABILITY: SURFACE MOTION
 OS0113
 OS0113  HISTORY     - Date     Condition        Report By
 OS0113  HISTORY     - 1946     MONUMENTED       CGS
 OS0113
 OS0113                          STATION DESCRIPTION
 OS0113
 OS0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0113'5.5 MI SE FROM KEYAPAHA.
 OS0113'ABOUT 1.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0113'KEYAPAHA, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, AND IN THE
 OS0113'NORTHWEST CORNER OF A SCHOOLYARD, 106 FEET NORTHWEST OF THE
 OS0113'NORTHWEST CORNER OF THE SCHOOL BUILDING, 38 FEET EAST OF THE
 OS0113'CENTER LINE OF A NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CENTER
 OS0113'LINE OF AN EAST-WEST ROAD, 20 FEET NORTH OF THE NORTHEAST CORNER
 OS0113'OF A FUEL STORAGE HOUSE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER
 OS0113'POST.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED W 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0770 ***********************************************************************
 NM0770  DESIGNATION -  W 324
 NM0770  PID         -  NM0770
 NM0770  STATE/COUNTY-  SD/UNION
 NM0770  COUNTRY     -  US
 NM0770  USGS QUAD   -  ELK POINT (2017)
 NM0770
 NM0770                         *CURRENT SURVEY CONTROL
 NM0770  ______________________________________________________________________
 NM0770* NAD 83(1986) POSITION- 42 39 46.     (N) 096 39 53.     (W)   SCALED
 NM0770* NAVD 88 ORTHO HEIGHT -   342.876 (meters)     1124.92  (feet) ADJUSTED
 NM0770  ______________________________________________________________________
 NM0770  GEOID HEIGHT    -        -25.669 (meters)                     GEOID18
 NM0770  DYNAMIC HEIGHT  -        342.775 (meters)     1124.59  (feet) COMP
 NM0770  MODELED GRAVITY -    980,315.3   (mgal)                       NAVD 88
 NM0770
 NM0770  VERT ORDER      -  FIRST     CLASS II
 NM0770
 NM0770.The horizontal coordinates were scaled from a map and have
 NM0770.an estimated accuracy of +/- 6 seconds.
 NM0770
 NM0770.The orthometric height was determined by differential leveling and
 NM0770.adjusted by the NATIONAL GEODETIC SURVEY
 NM0770.in June 1991.
 NM0770
 NM0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0770.GEOID18 height accuracy estimate available here.
 NM0770
 NM0770.Click photographs - Photos may exist for this station.
 NM0770
 NM0770.The dynamic height is computed by dividing the NAVD 88
 NM0770.geopotential number by the normal gravity value computed on the
 NM0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0770.degrees latitude (g = 980.6199 gals.).
 NM0770
 NM0770.The modeled gravity was interpolated from observed gravity values.
 NM0770
 NM0770;                    North         East    Units  Estimated Accuracy
 NM0770;SPC SD S     -    43,240.      900,690.      MT  (+/- 180 meters Scaled)
 NM0770
 NM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN913260(NAD 83)
 NM0770
 NM0770                          SUPERSEDED SURVEY CONTROL
 NM0770
 NM0770  NGVD 29 (??/??/92)  342.655  (m)         1124.19   (f) ADJ UNCH    1 2
 NM0770
 NM0770.Superseded values are not recommended for survey control.
 NM0770
 NM0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0770.See file dsdata.pdf to determine how the superseded data were derived.
 NM0770
 NM0770_MARKER: DB = BENCH MARK DISK
 NM0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0770_STAMPING: W 324 1948
 NM0770_MARK LOGO: CGS
 NM0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0770+STABILITY: SURFACE MOTION
 NM0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0770+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 NM0770
 NM0770  HISTORY     - Date     Condition        Report By
 NM0770  HISTORY     - 1948     MONUMENTED       CGS
 NM0770  HISTORY     - 19900425 GOOD             NGS
 NM0770  HISTORY     - 20120402 GOOD             INDIV
 NM0770
 NM0770                          STATION DESCRIPTION
 NM0770
 NM0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0770'2 MI S FROM ELK POINT.
 NM0770'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0770'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 1.0 MILE
 NM0770'SOUTH ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTH OF A CROSS
 NM0770'ROAD, IN THE NORTHWEST CORNER OF A FARM YARD, 166.0 FEET
 NM0770'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 54.0
 NM0770'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 5.0 FEET
 NM0770'SOUTHWEST OF A POINT IN LINE WITH A ROW OF COTTONWOOD TREES, 2.8
 NM0770'FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A REFERENCE
 NM0770'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM0770'ABOVE THE GROUND.
 NM0770
 NM0770                          STATION RECOVERY (1990)
 NM0770
 NM0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0770'4.1 KM (2.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM0770'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, THENCE 0.6 KM (0.4 MI)
 NM0770'SOUTHERLY ALONG A PAVED ROAD, 76.0 M (249.3 FT) NORTH OF THE CENTER
 NM0770'OF A FIELD ENTRANCE, 15.1 M (49.5 FT) EAST OF THE CENTERLINE OF THE
 NM0770'PAVED ROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE PAVED ROAD, 0.3 M
 NM0770'(1.0 FT) NORTH OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT
 NM0770'PROJECTS 0.23 M (0.75 FT) ABOVE THE GROUND SURFACE.
 NM0770
 NM0770                          STATION RECOVERY (2012)
 NM0770
 NM0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0174 ***********************************************************************
 OQ0174  DESIGNATION -  W 326
 OQ0174  PID         -  OQ0174
 OQ0174  STATE/COUNTY-  SD/LINCOLN
 OQ0174  COUNTRY     -  US
 OQ0174  USGS QUAD   -  CANTON (2017)
 OQ0174
 OQ0174                         *CURRENT SURVEY CONTROL
 OQ0174  ______________________________________________________________________
 OQ0174* NAD 83(1986) POSITION- 43 18 05.     (N) 096 35 22.     (W)   SCALED
 OQ0174* NAVD 88 ORTHO HEIGHT -   386.717 (meters)     1268.75  (feet) ADJUSTED
 OQ0174  ______________________________________________________________________
 OQ0174  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 OQ0174  DYNAMIC HEIGHT  -        386.612 (meters)     1268.41  (feet) COMP
 OQ0174  MODELED GRAVITY -    980,339.3   (mgal)                       NAVD 88
 OQ0174
 OQ0174  VERT ORDER      -  FIRST     CLASS II
 OQ0174
 OQ0174.The horizontal coordinates were scaled from a map and have
 OQ0174.an estimated accuracy of +/- 6 seconds.
 OQ0174
 OQ0174.The orthometric height was determined by differential leveling and
 OQ0174.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0174.in June 1991.
 OQ0174
 OQ0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0174.GEOID18 height accuracy estimate available here.
 OQ0174
 OQ0174.Click photographs - Photos may exist for this station.
 OQ0174
 OQ0174.The dynamic height is computed by dividing the NAVD 88
 OQ0174.geopotential number by the normal gravity value computed on the
 OQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0174.degrees latitude (g = 980.6199 gals.).
 OQ0174
 OQ0174.The modeled gravity was interpolated from observed gravity values.
 OQ0174
 OQ0174;                    North         East    Units  Estimated Accuracy
 OQ0174;SPC SD S     -   114,390.      903,660.      MT  (+/- 180 meters Scaled)
 OQ0174
 OQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN955971(NAD 83)
 OQ0174
 OQ0174                          SUPERSEDED SURVEY CONTROL
 OQ0174
 OQ0174  NGVD 29 (??/??/92)  386.480  (m)         1267.98   (f) ADJ UNCH    1 2
 OQ0174
 OQ0174.Superseded values are not recommended for survey control.
 OQ0174
 OQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0174.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0174
 OQ0174_MARKER: DB = BENCH MARK DISK
 OQ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0174_STAMPING: W 326 1949
 OQ0174_MARK LOGO: CGS
 OQ0174_PROJECTION: FLUSH
 OQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0174+STABILITY: SURFACE MOTION
 OQ0174
 OQ0174  HISTORY     - Date     Condition        Report By
 OQ0174  HISTORY     - 1949     MONUMENTED       CGS
 OQ0174  HISTORY     - 20110321 MARK NOT FOUND   INDIV
 OQ0174
 OQ0174                          STATION DESCRIPTION
 OQ0174
 OQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0174'AT CANTON.
 OQ0174'AT CANTON, AT THE NORTH EDGE OF THE COURTHOUSE LAWN, 82.0
 OQ0174'FEET NORTH OF THE NORTHEAST CORNER OF THE COURTHOUSE, 37.0
 OQ0174'FEET EAST OF THE CENTER LINE OF A DRIVEWAY ON THE NORTH SIDE
 OQ0174'OF THE COURTHOUSE, 49.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 OQ0174'A SIDEWALK LEADING TO THE COURTHOUSE, 17.0 FEET SOUTH OF THE
 OQ0174'SOUTH EDGE OF AN EAST-WEST SIDEWALK, 24.0 FEET SOUTHWEST OF A
 OQ0174'24-INCH MAPLE TREE, 23.0 FEET NORTHEAST OF A 16-INCH ASH TREE,
 OQ0174'16.0 FEET EAST OF A 20-INCH ELM TREE, AND SET IN THE TOP OF A
 OQ0174'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 OQ0174
 OQ0174                          STATION RECOVERY (2011)
 OQ0174
 OQ0174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0225 ***********************************************************************
 OQ0225  DESIGNATION -  W 327
 OQ0225  PID         -  OQ0225
 OQ0225  STATE/COUNTY-  SD/LINCOLN
 OQ0225  COUNTRY     -  US
 OQ0225  USGS QUAD   -  KLONDIKE (2018)
 OQ0225
 OQ0225                         *CURRENT SURVEY CONTROL
 OQ0225  ______________________________________________________________________
 OQ0225* NAD 83(1986) POSITION- 43 24 11.6    (N) 096 34 05.6    (W)   HD_HELD2
 OQ0225* NAVD 88 ORTHO HEIGHT -   397.736 (meters)     1304.91  (feet) ADJUSTED
 OQ0225  ______________________________________________________________________
 OQ0225  GEOID HEIGHT    -        -26.488 (meters)                     GEOID18
 OQ0225  DYNAMIC HEIGHT  -        397.630 (meters)     1304.56  (feet) COMP
 OQ0225  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 OQ0225
 OQ0225  VERT ORDER      -  SECOND    CLASS 0
 OQ0225
 OQ0225.The horizontal coordinates were established by autonomous hand held GPS
 OQ0225.observations and have an estimated accuracy of +/- 10 meters.
 OQ0225
 OQ0225.The orthometric height was determined by differential leveling and
 OQ0225.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0225.in June 1991.
 OQ0225
 OQ0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0225.GEOID18 height accuracy estimate available here.
 OQ0225
 OQ0225.Click photographs - Photos may exist for this station.
 OQ0225
 OQ0225.The dynamic height is computed by dividing the NAVD 88
 OQ0225.geopotential number by the normal gravity value computed on the
 OQ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0225.degrees latitude (g = 980.6199 gals.).
 OQ0225
 OQ0225.The modeled gravity was interpolated from observed gravity values.
 OQ0225
 OQ0225;                    North         East    Units  Estimated Accuracy
 OQ0225;SPC SD S     -   125,766.      904,865.      MT  (+/- 10 meters HH2 GPS)
 OQ0225
 OQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9691208465(NAD 83)
 OQ0225
 OQ0225                          SUPERSEDED SURVEY CONTROL
 OQ0225
 OQ0225  NGVD 29 (??/??/92)  397.483  (m)         1304.08   (f) ADJ UNCH    2 0
 OQ0225
 OQ0225.Superseded values are not recommended for survey control.
 OQ0225
 OQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0225.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0225
 OQ0225_MARKER: DB = BENCH MARK DISK
 OQ0225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OQ0225_SP_SET: BRIDGE
 OQ0225_STAMPING: W 327 1949
 OQ0225_MARK LOGO: CGS
 OQ0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0225+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2009
 OQ0225
 OQ0225  HISTORY     - Date     Condition        Report By
 OQ0225  HISTORY     - 1949     MONUMENTED       CGS
 OQ0225  HISTORY     - 20090316 GOOD             GEOCAC
 OQ0225  HISTORY     - 20220516 MARK NOT FOUND   INDIV
 OQ0225
 OQ0225                          STATION DESCRIPTION
 OQ0225
 OQ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0225'7.5 MI SE FROM HARRISBURG.
 OQ0225'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0225'AT HARRISBURG, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 OQ0225'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 OQ0225'SOUTH ALONG A GRAVELED ROAD, IN THE SOUTHWEST END OF THE SOUTHWEST
 OQ0225'WINGWALL OF A CONCRETE BRIDGE OVER A DEEP GULLY, 16.0 FEET WEST
 OQ0225'OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTHEAST OF THE SOUTHWEST
 OQ0225'END OF THE WINGWALL, 1.8 FEET SOUTHWEST OF THE SOUTHWEST BANISTER
 OQ0225'POST (IRON), AND SET FLUSH WITH THE ROAD.
 OQ0225
 OQ0225                          STATION RECOVERY (2009)
 OQ0225
 OQ0225'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0225'MARK IS IN GOOD CONDITION. THE BRIDGE IN THE DESCRIPTION IS STILL
 OQ0225'STANDING. THE CONCRETE ON THE WINGWALL IS PITTED BUT THE MARK IS
 OQ0225'STABLE.
 OQ0225
 OQ0225                          STATION RECOVERY (2022)
 OQ0225
 OQ0225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (WDL)
 OQ0225'BRIDGE HAS BEEN REPLACED WITH 3 CULVERTS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0240 ***********************************************************************
 OQ0240  DESIGNATION -  W 328
 OQ0240  PID         -  OQ0240
 OQ0240  STATE/COUNTY-  SD/MINNEHAHA
 OQ0240  COUNTRY     -  US
 OQ0240  USGS QUAD   -  BRANDON (2017)
 OQ0240
 OQ0240                         *CURRENT SURVEY CONTROL
 OQ0240  ______________________________________________________________________
 OQ0240* NAD 83(1986) POSITION- 43 30 01.     (N) 096 35 29.     (W)   SCALED
 OQ0240* NAVD 88 ORTHO HEIGHT -   396.115 (meters)     1299.59  (feet) ADJUSTED
 OQ0240  ______________________________________________________________________
 OQ0240  GEOID HEIGHT    -        -26.458 (meters)                     GEOID18
 OQ0240  DYNAMIC HEIGHT  -        396.011 (meters)     1299.25  (feet) COMP
 OQ0240  MODELED GRAVITY -    980,344.8   (mgal)                       NAVD 88
 OQ0240
 OQ0240  VERT ORDER      -  SECOND    CLASS 0
 OQ0240
 OQ0240.The horizontal coordinates were scaled from a map and have
 OQ0240.an estimated accuracy of +/- 6 seconds.
 OQ0240
 OQ0240.The orthometric height was determined by differential leveling and
 OQ0240.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0240.in June 1991.
 OQ0240
 OQ0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0240.GEOID18 height accuracy estimate available here.
 OQ0240
 OQ0240.Click photographs - Photos may exist for this station.
 OQ0240
 OQ0240.The dynamic height is computed by dividing the NAVD 88
 OQ0240.geopotential number by the normal gravity value computed on the
 OQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0240.degrees latitude (g = 980.6199 gals.).
 OQ0240
 OQ0240.The modeled gravity was interpolated from observed gravity values.
 OQ0240
 OQ0240;                    North         East    Units  Estimated Accuracy
 OQ0240;SPC SD S     -   136,450.      902,510.      MT  (+/- 180 meters Scaled)
 OQ0240
 OQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP947191(NAD 83)
 OQ0240
 OQ0240                          SUPERSEDED SURVEY CONTROL
 OQ0240
 OQ0240  NGVD 29 (??/??/92)  395.847  (m)         1298.71   (f) ADJ UNCH    2 0
 OQ0240
 OQ0240.Superseded values are not recommended for survey control.
 OQ0240
 OQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0240.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0240
 OQ0240_MARKER: DB = BENCH MARK DISK
 OQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0240_STAMPING: W 328 1949
 OQ0240_MARK LOGO: CGS
 OQ0240_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0240+STABILITY: SURFACE MOTION
 OQ0240
 OQ0240  HISTORY     - Date     Condition        Report By
 OQ0240  HISTORY     - 1949     MONUMENTED       CGS
 OQ0240  HISTORY     - 20050310 MARK NOT FOUND   INDIV
 OQ0240
 OQ0240                          STATION DESCRIPTION
 OQ0240
 OQ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0240'6.3 MI SW FROM BRANDON.
 OQ0240'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE BRANDON SAVINGS
 OQ0240'BANK AT BRANDON, THENCE 1.55 MILES SOUTH ALONG A GRAVELED ROAD,
 OQ0240'THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 16, THENCE 4.15 MILES
 OQ0240'SOUTH ALONG A GRAVELED ROAD, AT THE IOWA-DAKOTA STATE LINE,
 OQ0240'42.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 OQ0240'23.0 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING
 OQ0240'EAST, 23.0 FEET NORTH OF THE STATE LINE FENCE LEADING WEST, 18.0
 OQ0240'FEET NORTH OF A FENCE CORNER POST, 1.0 FOOT WEST OF THE FENCE,
 OQ0240'1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 OQ0240'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0240
 OQ0240                          STATION RECOVERY (2005)
 OQ0240
 OQ0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JHC)
 OQ0240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0231 ***********************************************************************
 PR0231  DESIGNATION -  W 329
 PR0231  PID         -  PR0231
 PR0231  STATE/COUNTY-  SD/BROOKINGS
 PR0231  COUNTRY     -  US
 PR0231  USGS QUAD   -  VOLGA (2017)
 PR0231
 PR0231                         *CURRENT SURVEY CONTROL
 PR0231  ______________________________________________________________________
 PR0231* NAD 83(1986) POSITION- 44 22 18.     (N) 096 55 39.     (W)   SCALED
 PR0231* NAVD 88 ORTHO HEIGHT -   496.449 (meters)     1628.77  (feet) ADJUSTED
 PR0231  ______________________________________________________________________
 PR0231  GEOID HEIGHT    -        -25.130 (meters)                     GEOID18
 PR0231  DYNAMIC HEIGHT  -        496.362 (meters)     1628.48  (feet) COMP
 PR0231  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 PR0231
 PR0231  VERT ORDER      -  SECOND    CLASS 0
 PR0231
 PR0231.The horizontal coordinates were scaled from a map and have
 PR0231.an estimated accuracy of +/- 6 seconds.
 PR0231
 PR0231.The orthometric height was determined by differential leveling and
 PR0231.adjusted by the NATIONAL GEODETIC SURVEY
 PR0231.in June 1991.
 PR0231
 PR0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0231.GEOID18 height accuracy estimate available here.
 PR0231
 PR0231.Click photographs - Photos may exist for this station.
 PR0231
 PR0231.The dynamic height is computed by dividing the NAVD 88
 PR0231.geopotential number by the normal gravity value computed on the
 PR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0231.degrees latitude (g = 980.6199 gals.).
 PR0231
 PR0231.The modeled gravity was interpolated from observed gravity values.
 PR0231
 PR0231;                    North         East    Units  Estimated Accuracy
 PR0231;SPC SD N     -    64,470.      844,830.      MT  (+/- 180 meters Scaled)
 PR0231
 PR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ651152(NAD 83)
 PR0231
 PR0231                          SUPERSEDED SURVEY CONTROL
 PR0231
 PR0231  NGVD 29 (??/??/92)  496.187  (m)         1627.91   (f) ADJ UNCH    2 0
 PR0231
 PR0231.Superseded values are not recommended for survey control.
 PR0231
 PR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0231.See file dsdata.pdf to determine how the superseded data were derived.
 PR0231
 PR0231_MARKER: DB = BENCH MARK DISK
 PR0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0231_STAMPING: W 329 1949
 PR0231_MARK LOGO: CGS
 PR0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0231+STABILITY: SURFACE MOTION
 PR0231
 PR0231  HISTORY     - Date     Condition        Report By
 PR0231  HISTORY     - 1949     MONUMENTED       CGS
 PR0231  HISTORY     - 19940920 MARK NOT FOUND   NGS
 PR0231
 PR0231                          STATION DESCRIPTION
 PR0231
 PR0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0231'3.1 MI N FROM VOLGA.
 PR0231'3.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 PR0231'WESTERN RAILWAY STATION AT VOLGA, 0.1 MILE NORTH OF A ROAD
 PR0231'INTERSECTION, 69.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 22.0
 PR0231'FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE LEADING WEST TO
 PR0231'THE DEWEY MULDER FARMHOUSE, 1.4 FEET WEST OF A REFERENCE POST,
 PR0231'1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 PR0231'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PR0231
 PR0231                          STATION RECOVERY (1994)
 PR0231
 PR0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0231'THE CONCRETE MONUMENT WAS FOUND AT THE DESCRIBED LOCATION WITH THE TOP
 PR0231'BROKEN OFF AND THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0287 ***********************************************************************
 PT0287  DESIGNATION -  W 331
 PT0287  PID         -  PT0287
 PT0287  STATE/COUNTY-  SD/STANLEY
 PT0287  COUNTRY     -  US
 PT0287  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0287
 PT0287                         *CURRENT SURVEY CONTROL
 PT0287  ______________________________________________________________________
 PT0287* NAD 83(1986) POSITION- 44 25 14.63   (N) 100 32 50.90   (W)   HD_HELD1
 PT0287* NAVD 88 ORTHO HEIGHT -   565.729 (meters)     1856.06  (feet) ADJUSTED
 PT0287  ______________________________________________________________________
 PT0287  GEOID HEIGHT    -        -23.111 (meters)                     GEOID18
 PT0287  DYNAMIC HEIGHT  -        565.610 (meters)     1855.67  (feet) COMP
 PT0287  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 PT0287
 PT0287  VERT ORDER      -  FIRST     CLASS II
 PT0287
 PT0287.The horizontal coordinates were determined by differentially corrected
 PT0287.hand held GPS observations or other comparable positioning techniques
 PT0287.and have an estimated accuracy of +/- 3 meters.
 PT0287
 PT0287.The orthometric height was determined by differential leveling and
 PT0287.adjusted by the NATIONAL GEODETIC SURVEY
 PT0287.in June 1991.
 PT0287
 PT0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0287.GEOID18 height accuracy estimate available here.
 PT0287
 PT0287.Click photographs - Photos may exist for this station.
 PT0287
 PT0287.The dynamic height is computed by dividing the NAVD 88
 PT0287.geopotential number by the normal gravity value computed on the
 PT0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0287.degrees latitude (g = 980.6199 gals.).
 PT0287
 PT0287.The modeled gravity was interpolated from observed gravity values.
 PT0287
 PT0287;                    North         East    Units  Estimated Accuracy
 PT0287;SPC SD S     -   231,925.2     582,946.5     MT  (+/- 3 meters HH1 GPS) 
 PT0287
 PT0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7681219768(NAD 83)
 PT0287
 PT0287                          SUPERSEDED SURVEY CONTROL
 PT0287
 PT0287  NGVD 29 (??/??/92)  565.346  (m)         1854.81   (f) ADJ UNCH    1 2
 PT0287
 PT0287.Superseded values are not recommended for survey control.
 PT0287
 PT0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0287.See file dsdata.pdf to determine how the superseded data were derived.
 PT0287
 PT0287_MARKER: DB = BENCH MARK DISK
 PT0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0287_STAMPING: W 331 1949
 PT0287_MARK LOGO: CGS
 PT0287_PROJECTION: PROJECTING 5 CENTIMETERS
 PT0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0287+STABILITY: SURFACE MOTION
 PT0287
 PT0287  HISTORY     - Date     Condition        Report By
 PT0287  HISTORY     - 1949     MONUMENTED       CGS
 PT0287  HISTORY     - 1970     GOOD             NGS
 PT0287  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0287
 PT0287                          STATION DESCRIPTION
 PT0287
 PT0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0287'14 MI NW FROM FORT PIERRE.
 PT0287'0.9 MILE WESTERLY FROM THE POST OFFICE AND FEDERAL BUILDING
 PT0287'IN PIERRE ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 34 TO THE
 PT0287'CENTER OF THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE WESTERLY
 PT0287'FOR 6.75 MILES ON HIGHWAYS 14 AND 34 TO A SIDE ROAD RIGHT AND
 PT0287'SIGN, MISSION RIDGE, TURN RIGHT AND GO NORTH AND WEST ON GRAVELED
 PT0287'ROAD FOR 4.25 MILES THE JUNCTION WITH ROAD LEADING FROM OAHE
 PT0287'DAM, BEAR LEFT AND GO 0.4 MILE TO THE MARK ON THE RIGHT, 98 FEET
 PT0287'NORTH OF THE CENTER OF THE ROAD, AND 23 FEET NORTH OF THE R.O.W.
 PT0287'FENCE LINE, SET IN A CONCRETE POST WHICH PROJECTS 2-INCHES.
 PT0287'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE MARK.
 PT0287
 PT0287                          STATION RECOVERY (1973)
 PT0287
 PT0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0021 ***********************************************************************
 QS0021  DESIGNATION -  W 332
 QS0021  PID         -  QS0021
 QS0021  STATE/COUNTY-  SD/CAMPBELL
 QS0021  COUNTRY     -  US
 QS0021  USGS QUAD   -  POLLOCK (2017)
 QS0021
 QS0021                         *CURRENT SURVEY CONTROL
 QS0021  ______________________________________________________________________
 QS0021* NAD 83(1986) POSITION- 45 53 28.     (N) 100 16 31.     (W)   SCALED
 QS0021* NAVD 88 ORTHO HEIGHT -   505.845 (meters)     1659.59  (feet) ADJUSTED
 QS0021  ______________________________________________________________________
 QS0021  GEOID HEIGHT    -        -21.900 (meters)                     GEOID18
 QS0021  DYNAMIC HEIGHT  -        505.818 (meters)     1659.50  (feet) COMP
 QS0021  MODELED GRAVITY -    980,546.3   (mgal)                       NAVD 88
 QS0021
 QS0021  VERT ORDER      -  FIRST     CLASS II
 QS0021
 QS0021.The horizontal coordinates were scaled from a map and have
 QS0021.an estimated accuracy of +/- 6 seconds.
 QS0021
 QS0021.The orthometric height was determined by differential leveling and
 QS0021.adjusted by the NATIONAL GEODETIC SURVEY
 QS0021.in June 1991.
 QS0021
 QS0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0021.GEOID18 height accuracy estimate available here.
 QS0021
 QS0021.Click photographs - Photos may exist for this station.
 QS0021
 QS0021.The dynamic height is computed by dividing the NAVD 88
 QS0021.geopotential number by the normal gravity value computed on the
 QS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0021.degrees latitude (g = 980.6199 gals.).
 QS0021
 QS0021.The modeled gravity was interpolated from observed gravity values.
 QS0021
 QS0021;                    North         East    Units  Estimated Accuracy
 QS0021;SPC SD N     -   228,720.      578,630.      MT  (+/- 180 meters Scaled)
 QS0021
 QS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR010827(NAD 83)
 QS0021
 QS0021                          SUPERSEDED SURVEY CONTROL
 QS0021
 QS0021  NGVD 29 (??/??/92)  505.463  (m)         1658.34   (f) ADJ UNCH    1 2
 QS0021
 QS0021.Superseded values are not recommended for survey control.
 QS0021
 QS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0021.See file dsdata.pdf to determine how the superseded data were derived.
 QS0021
 QS0021_MARKER: DB = BENCH MARK DISK
 QS0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0021_STAMPING: W 332 1949
 QS0021_MARK LOGO: CGS
 QS0021_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0021+STABILITY: SURFACE MOTION
 QS0021
 QS0021  HISTORY     - Date     Condition        Report By
 QS0021  HISTORY     - 1949     MONUMENTED       CGS
 QS0021
 QS0021                          STATION DESCRIPTION
 QS0021
 QS0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0021'1.8 MI SE FROM POLLOCK.
 QS0021'0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM R.R. STATION AT POLLOCK,
 QS0021'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.45 MILE SOUTH
 QS0021'ALONG A GRAVELED ROAD, 114 FEET EAST OF THE CENTER LINE OF THE
 QS0021'ROAD, 80 FEET EAST OF STEEL FENCE CORNER POST, 40 FEET WEST
 QS0021'OF THE MOST WESTERLY ONE OF THREE COTTONWOOD TREES, 1.5 FEET WEST
 QS0021'OF A REFERENCE POST, 1.2 FEET SOUTH OF A WIRE FENCE, AND SET IN
 QS0021'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 QS0021'NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY
 QS0021'0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0456 ***********************************************************************
 OT0456  DESIGNATION -  W 333
 OT0456  PID         -  OT0456
 OT0456  STATE/COUNTY-  SD/FALL RIVER
 OT0456  COUNTRY     -  US
 OT0456  USGS QUAD   -  PROVO (2017)
 OT0456
 OT0456                         *CURRENT SURVEY CONTROL
 OT0456  ______________________________________________________________________
 OT0456* NAD 83(1986) POSITION- 43 14 05.     (N) 103 52 14.     (W)   SCALED
 OT0456* NAVD 88 ORTHO HEIGHT -  1095.303 (meters)     3593.51  (feet) POSTED
 OT0456  ______________________________________________________________________
 OT0456  GEOID HEIGHT    -        -15.130 (meters)                     GEOID18
 OT0456  DYNAMIC HEIGHT  -       1094.83  (meters)     3592.0   (feet) COMP
 OT0456  MODELED GRAVITY -    980,153.9   (mgal)                       NAVD 88
 OT0456
 OT0456  VERT ORDER      -  * POSTED, SEE BELOW
 OT0456
 OT0456.The horizontal coordinates were scaled from a map and have
 OT0456.an estimated accuracy of +/- 6 seconds.
 OT0456
 OT0456.The orthometric height was determined by differential leveling
 OT0456.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0456
 OT0456.* This is a POSTED BENCH MARK height.
 OT0456
 OT0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0456.GEOID18 height accuracy estimate available here.
 OT0456
 OT0456.Click photographs - Photos may exist for this station.
 OT0456
 OT0456.The dynamic height is computed by dividing the NAVD 88
 OT0456.geopotential number by the normal gravity value computed on the
 OT0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0456.degrees latitude (g = 980.6199 gals.).
 OT0456
 OT0456.The modeled gravity was interpolated from observed gravity values.
 OT0456
 OT0456;                    North         East    Units  Estimated Accuracy
 OT0456;SPC SD S     -   106,250.      312,780.      MT  (+/- 180 meters Scaled)
 OT0456
 OT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH917875(NAD 83)
 OT0456
 OT0456                          SUPERSEDED SURVEY CONTROL
 OT0456
 OT0456  NGVD 29 (??/??/92) 1094.752  (m)         3591.70   (f) ADJ UNCH    1 2
 OT0456
 OT0456.Superseded values are not recommended for survey control.
 OT0456
 OT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0456.See file dsdata.pdf to determine how the superseded data were derived.
 OT0456
 OT0456_MARKER: DB = BENCH MARK DISK
 OT0456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0456_SP_SET: BOX CULVERT HEADWALL
 OT0456_STAMPING: W 333 1957
 OT0456_MARK LOGO: CGS
 OT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0456+STABILITY: SURFACE MOTION
 OT0456
 OT0456  HISTORY     - Date     Condition        Report By
 OT0456  HISTORY     - 1957     MONUMENTED       CGS
 OT0456  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0456
 OT0456                          STATION DESCRIPTION
 OT0456
 OT0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0456'3.6 MI NW FROM PROVO.
 OT0456'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0456'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 27,
 OT0456'T. 10 S., R. 2 E., IN THE CENTER OF THE TOP OF THE NORTHEAST
 OT0456'HEAD WALL OF A SMALL CONCRETE BOX CULVERT, 6 1/2 FEET NORTHEAST
 OT0456'OF THE NORTHEAST RAIL AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 OT0456'TRACK.
 OT0456
 OT0456                          STATION RECOVERY (1985)
 OT0456
 OT0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0456'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0492 ***********************************************************************
 OT0492  DESIGNATION -  W 334 RESET
 OT0492  PID         -  OT0492
 OT0492  STATE/COUNTY-  SD/FALL RIVER
 OT0492  COUNTRY     -  US
 OT0492  USGS QUAD   -  EDGEMONT (2017)
 OT0492
 OT0492                         *CURRENT SURVEY CONTROL
 OT0492  ______________________________________________________________________
 OT0492* NAD 83(1986) POSITION- 43 18 14.     (N) 103 50 14.     (W)   SCALED
 OT0492* NAVD 88 ORTHO HEIGHT -  1055.612 (meters)     3463.29  (feet) ADJUSTED
 OT0492  ______________________________________________________________________
 OT0492  GEOID HEIGHT    -        -15.060 (meters)                     GEOID18
 OT0492  DYNAMIC HEIGHT  -       1055.175 (meters)     3461.85  (feet) COMP
 OT0492  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 OT0492
 OT0492  VERT ORDER      -  FIRST     CLASS II
 OT0492
 OT0492.The horizontal coordinates were scaled from a map and have
 OT0492.an estimated accuracy of +/- 6 seconds.
 OT0492
 OT0492.The orthometric height was determined by differential leveling and
 OT0492.adjusted by the NATIONAL GEODETIC SURVEY
 OT0492.in June 1991.
 OT0492
 OT0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0492.GEOID18 height accuracy estimate available here.
 OT0492
 OT0492.Click photographs - Photos may exist for this station.
 OT0492
 OT0492.The dynamic height is computed by dividing the NAVD 88
 OT0492.geopotential number by the normal gravity value computed on the
 OT0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0492.degrees latitude (g = 980.6199 gals.).
 OT0492
 OT0492.The modeled gravity was interpolated from observed gravity values.
 OT0492
 OT0492;                    North         East    Units  Estimated Accuracy
 OT0492;SPC SD S     -   113,820.      315,810.      MT  (+/- 180 meters Scaled)
 OT0492
 OT0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH943952(NAD 83)
 OT0492
 OT0492                          SUPERSEDED SURVEY CONTROL
 OT0492
 OT0492.No superseded survey control is available for this station.
 OT0492
 OT0492_MARKER: DV = VERTICAL CONTROL DISK
 OT0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0492_STAMPING: W 334 RESET 1975
 OT0492_MARK LOGO: NGS
 OT0492_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0492+STABILITY: SURFACE MOTION
 OT0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0492+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 OT0492
 OT0492  HISTORY     - Date     Condition        Report By
 OT0492  HISTORY     - 1975     MONUMENTED       NGS
 OT0492  HISTORY     - 1985     GOOD             NGS
 OT0492  HISTORY     - 19861023 GOOD             NGS
 OT0492  HISTORY     - 20160120 GOOD             INDIV
 OT0492
 OT0492                          STATION DESCRIPTION
 OT0492
 OT0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OT0492'AT EDGEMONT.
 OT0492'IN THE WEST PART OF EDGEMONT, NEAR THE WEST JUNCTION OF U.S.
 OT0492'HIGHWAY 18 BUSINESS ROUTE AND U.S. HIGHWAY 18 BY-PASS, 28 FEET
 OT0492'SOUTH OF THE NORTHWEST CORNER POST OF THE COUNTY FAIR GROUNDS,
 OT0492'64 FEET SOUTH OF THE CENTER OF HIGHWAY 18 BUSINESS ROUTE, 39 FEET
 OT0492'EAST OF THE CENTER OF A STREET LEADING SOUTH, 1-FOOT WEST OF
 OT0492'THE FAIR GROUNDS FENCE, 1.1 FEET NORTH OF A METAL WITNESS POST,
 OT0492'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OT0492'6-INCHES.
 OT0492
 OT0492                          STATION RECOVERY (1985)
 OT0492
 OT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0492'THE MARK IS 0.15 M BELOW THE STREET.
 OT0492'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EDGEMONT,
 OT0492'AT THE NORTHWEST CORNER OF THE COUNTY FAIR GROUNDS, 19.5 METERS (64
 OT0492'FT) SOUTH OF THE CENTER OF US HIGHWAY 18 BUSINESS ROUTE, 11.9 METERS
 OT0492'(39 FT) EAST OF THE CENTER OF A STREET LEADING SOUTH, 8.5 METERS (28
 OT0492'FT) SOUTH OF THE NORTHWEST CORNER POST OF THE FAIR GROUNDS AND 0.3
 OT0492'METERS (1 FT) WEST OF THE FAIR GROUNDS FENCE.
 OT0492'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OT0492
 OT0492                          STATION RECOVERY (1986)
 OT0492
 OT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OT0492'IN EDGEMONT, AT THE NORTHWEST CORNER OF THE COUNTY FAIRGROUNDS,
 OT0492'19.5 M (64.0 FT) SOUTH FROM THE CENTER OF U.S. HIGHWAY 18 BUSINESS
 OT0492'ROUTE, 11.9 M (39.0 FT) EAST FROM THE CENTER OF A STREET LEADING
 OT0492'SOUTH, 8.53 M (28.0 FT) SOUTH OF THE NORTHWEST CORNER POST OF THE
 OT0492'FAIRGROUNDS, 0.3 M (1.0 FT) WEST FROM THE FAIRGROUNDS FENCE,
 OT0492'0.3 M (1.0 FT) NORTH FROM A WITNESS POST AND 0.15 M (0.5 FT) BELOW
 OT0492'THE STREET.
 OT0492
 OT0492                          STATION RECOVERY (2016)
 OT0492
 OT0492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JCC)
 OT0492'RECOVERED IN GOOD CONDITION. FAIRGROUND FENCE DESCRIPTION IS NO LONG
 OT0492'
 OT0492'VALID AS THEY HAVE RECENTLY CHAMFERED THE NORTHWEST CORNER OF THE
 OT0492'FENCE.
 OT0492'WITNESS POST IS STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0444 ***********************************************************************
 OT0444  DESIGNATION -  W 335
 OT0444  PID         -  OT0444
 OT0444  STATE/COUNTY-  SD/FALL RIVER
 OT0444  COUNTRY     -  US
 OT0444  USGS QUAD   -  RUMFORD (2017)
 OT0444
 OT0444                         *CURRENT SURVEY CONTROL
 OT0444  ______________________________________________________________________
 OT0444* NAD 83(1986) POSITION- 43 09 17.     (N) 103 44 10.     (W)   SCALED
 OT0444* NAVD 88 ORTHO HEIGHT -  1083.203 (meters)     3553.81  (feet) ADJUSTED
 OT0444  ______________________________________________________________________
 OT0444  GEOID HEIGHT    -        -15.540 (meters)                     GEOID18
 OT0444  DYNAMIC HEIGHT  -       1082.730 (meters)     3552.26  (feet) COMP
 OT0444  MODELED GRAVITY -    980,146.1   (mgal)                       NAVD 88
 OT0444
 OT0444  VERT ORDER      -  FIRST     CLASS II
 OT0444
 OT0444.The horizontal coordinates were scaled from a map and have
 OT0444.an estimated accuracy of +/- 6 seconds.
 OT0444
 OT0444.The orthometric height was determined by differential leveling and
 OT0444.adjusted by the NATIONAL GEODETIC SURVEY
 OT0444.in June 1991.
 OT0444
 OT0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0444.GEOID18 height accuracy estimate available here.
 OT0444
 OT0444.Click photographs - Photos may exist for this station.
 OT0444
 OT0444.The dynamic height is computed by dividing the NAVD 88
 OT0444.geopotential number by the normal gravity value computed on the
 OT0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0444.degrees latitude (g = 980.6199 gals.).
 OT0444
 OT0444.The modeled gravity was interpolated from observed gravity values.
 OT0444
 OT0444;                    North         East    Units  Estimated Accuracy
 OT0444;SPC SD S     -    96,920.      323,330.      MT  (+/- 180 meters Scaled)
 OT0444
 OT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH027787(NAD 83)
 OT0444
 OT0444                          SUPERSEDED SURVEY CONTROL
 OT0444
 OT0444  NGVD 29 (??/??/92) 1082.628  (m)         3551.92   (f) ADJ UNCH    1 2
 OT0444
 OT0444.Superseded values are not recommended for survey control.
 OT0444
 OT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0444.See file dsdata.pdf to determine how the superseded data were derived.
 OT0444
 OT0444_MARKER: DB = BENCH MARK DISK
 OT0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0444_STAMPING: W 335 1957
 OT0444_MARK LOGO: CGS
 OT0444_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0444+STABILITY: SURFACE MOTION
 OT0444
 OT0444  HISTORY     - Date     Condition        Report By
 OT0444  HISTORY     - 1957     MONUMENTED       CGS
 OT0444  HISTORY     - 1985     GOOD             NGS
 OT0444
 OT0444                          STATION DESCRIPTION
 OT0444
 OT0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0444'5.7 MI SE FROM PROVO.
 OT0444'ABOUT 5.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0444'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 26,
 OT0444'T. 10 S., R. 2 E., 9 POLES NORTHWEST OF MILEPOST 461, 100
 OT0444'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 17 FEET SOUTHEAST OF A
 OT0444'T FENCE CORNER, 12 FEET EAST OF A FENCE LINE, 3 FEET SOUTHWEST
 OT0444'OF FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 OT0444'ABOUT LEVEL WITH THE RAILS AND IN THE TOP OF A CONCRETE POST
 OT0444'WHICH PROJECTS 1 FOOT.
 OT0444
 OT0444                          STATION RECOVERY (1985)
 OT0444
 OT0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0444'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0444'MI) NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF COUNTY ROADS
 OT0444'6412 WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI) NORTHWEST
 OT0444'ALONG STATE ROAD 471, THENCE 4.0 KM (2.5 MI) NORTHWEST ALONG THE
 OT0444'NORTHEAST SIDE OF THE BURLINGTON NORTHERN RAILROAD, 30.5 METERS (100
 OT0444'FT) SOUTHWEST OF THE SOUTHWEST RAIL, 3.7 METERS (12 FT) EAST OF A
 OT0444'FENCE, 0.9 METER (3 FT) SOUTHWEST OF A FENCE, 5.2 METERS (17 FT)
 OT0444'SOUTHEAST OF A FENCE T JUNCTION AND 0.6 METER (2 FT) SOUTHEAST OF A
 OT0444'WITNESS POST.
 OT0444'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 OT0444'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0105 ***********************************************************************
 NN0105  DESIGNATION -  W 336
 NN0105  PID         -  NN0105
 NN0105  STATE/COUNTY-  SD/CHARLES MIX
 NN0105  COUNTRY     -  US
 NN0105  USGS QUAD   -  MARTY (2017)
 NN0105
 NN0105                         *CURRENT SURVEY CONTROL
 NN0105  ______________________________________________________________________
 NN0105* NAD 83(1986) POSITION- 42 55 45.     (N) 098 24 16.     (W)   SCALED
 NN0105* NAVD 88 ORTHO HEIGHT -   395.520 (meters)     1297.64  (feet) ADJUSTED
 NN0105  ______________________________________________________________________
 NN0105  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 NN0105  DYNAMIC HEIGHT  -        395.386 (meters)     1297.20  (feet) COMP
 NN0105  MODELED GRAVITY -    980,272.4   (mgal)                       NAVD 88
 NN0105
 NN0105  VERT ORDER      -  SECOND    CLASS 0
 NN0105
 NN0105.The horizontal coordinates were scaled from a map and have
 NN0105.an estimated accuracy of +/- 6 seconds.
 NN0105
 NN0105.The orthometric height was determined by differential leveling and
 NN0105.adjusted by the NATIONAL GEODETIC SURVEY
 NN0105.in June 1991.
 NN0105
 NN0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0105.GEOID18 height accuracy estimate available here.
 NN0105
 NN0105.Click photographs - Photos may exist for this station.
 NN0105
 NN0105.The dynamic height is computed by dividing the NAVD 88
 NN0105.geopotential number by the normal gravity value computed on the
 NN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0105.degrees latitude (g = 980.6199 gals.).
 NN0105
 NN0105.The modeled gravity was interpolated from observed gravity values.
 NN0105
 NN0105;                    North         East    Units  Estimated Accuracy
 NN0105;SPC SD S     -    68,020.      757,450.      MT  (+/- 180 meters Scaled)
 NN0105
 NN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN485531(NAD 83)
 NN0105
 NN0105                          SUPERSEDED SURVEY CONTROL
 NN0105
 NN0105  NGVD 29 (??/??/92)  395.247  (m)         1296.74   (f) ADJ UNCH    2 0
 NN0105
 NN0105.Superseded values are not recommended for survey control.
 NN0105
 NN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0105.See file dsdata.pdf to determine how the superseded data were derived.
 NN0105
 NN0105_MARKER: DB = BENCH MARK DISK
 NN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0105_STAMPING: W 336 1949
 NN0105_MARK LOGO: CGS
 NN0105_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0105+STABILITY: SURFACE MOTION
 NN0105
 NN0105  HISTORY     - Date     Condition        Report By
 NN0105  HISTORY     - 1949     MONUMENTED       CGS
 NN0105  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0105
 NN0105                          STATION DESCRIPTION
 NN0105
 NN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0105'1 MI NW FROM GREENWOOD.
 NN0105'1.0 MILE NORTHWEST ALONG A DIRT ROAD FROM THE YANKTON INDIAN
 NN0105'AGENCY AT GREENWOOD, ON THE TOP OF A CUT BANK, BETWEEN THE ROAD
 NN0105'AND THE RIVER BLUFFS, ABOUT 400.0 FEET SOUTH OF AN ABANDONED
 NN0105'FARMHOUSE, 70.0 FEET EAST OF A POINT IN LINE WITH THE EAST SIDE
 NN0105'OF THE HOUSE, 93.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 NN0105'ON ABOUT THE CENTER LINE OF A DRAW, 37.0 FEET SOUTH OF THE CENTER
 NN0105'LINE OF THE ROAD, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 NN0105'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NN0105
 NN0105                          STATION RECOVERY (1962)
 NN0105
 NN0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0080 ***********************************************************************
 NN0080  DESIGNATION -  W 337
 NN0080  PID         -  NN0080
 NN0080  STATE/COUNTY-  SD/BON HOMME
 NN0080  COUNTRY     -  US
 NN0080  USGS QUAD   -  NIOBRARA (2017)
 NN0080
 NN0080                         *CURRENT SURVEY CONTROL
 NN0080  ______________________________________________________________________
 NN0080* NAD 83(1986) POSITION- 42 49 22.     (N) 098 04 10.     (W)   SCALED
 NN0080* NAVD 88 ORTHO HEIGHT -   449.503 (meters)     1474.74  (feet) ADJUSTED
 NN0080  ______________________________________________________________________
 NN0080  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 NN0080  DYNAMIC HEIGHT  -        449.351 (meters)     1474.25  (feet) COMP
 NN0080  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 NN0080
 NN0080  VERT ORDER      -  SECOND    CLASS 0
 NN0080
 NN0080.The horizontal coordinates were scaled from a map and have
 NN0080.an estimated accuracy of +/- 6 seconds.
 NN0080
 NN0080.The orthometric height was determined by differential leveling and
 NN0080.adjusted by the NATIONAL GEODETIC SURVEY
 NN0080.in June 1991.
 NN0080
 NN0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0080.GEOID18 height accuracy estimate available here.
 NN0080
 NN0080.Click photographs - Photos may exist for this station.
 NN0080
 NN0080.The dynamic height is computed by dividing the NAVD 88
 NN0080.geopotential number by the normal gravity value computed on the
 NN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0080.degrees latitude (g = 980.6199 gals.).
 NN0080
 NN0080.The modeled gravity was interpolated from observed gravity values.
 NN0080
 NN0080;                    North         East    Units  Estimated Accuracy
 NN0080;SPC SD S     -    56,900.      785,110.      MT  (+/- 180 meters Scaled)
 NN0080
 NN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN760415(NAD 83)
 NN0080
 NN0080                          SUPERSEDED SURVEY CONTROL
 NN0080
 NN0080  NGVD 29 (??/??/92)  449.268  (m)         1473.97   (f) ADJ UNCH    2 0
 NN0080
 NN0080.Superseded values are not recommended for survey control.
 NN0080
 NN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0080.See file dsdata.pdf to determine how the superseded data were derived.
 NN0080
 NN0080_MARKER: DB = BENCH MARK DISK
 NN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0080_STAMPING: W 337 1949
 NN0080_MARK LOGO: CGS
 NN0080_PROJECTION: FLUSH
 NN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0080+STABILITY: SURFACE MOTION
 NN0080
 NN0080  HISTORY     - Date     Condition        Report By
 NN0080  HISTORY     - 1949     MONUMENTED       CGS
 NN0080
 NN0080                          STATION DESCRIPTION
 NN0080
 NN0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0080'7.7 MI NW FROM RUNNING WATER.
 NN0080'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0080'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0080'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES WEST ALONG
 NN0080'A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 NN0080'EAST AND SOUTH, ABOUT 0.2 MILE SOUTHEAST OF AND ACROSS A DRAW
 NN0080'FROM A FARMHOUSE, 49.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 NN0080'ROAD, 2.5 FEET SOUTHEAST OF A CORNER FENCE POST, 2.0 FEET SOUTH
 NN0080'OF A FENCE, 1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 NN0080'A CONCRETE POST AND LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK
 NN0080'IS 1.0 MILE SOUTH OF BENCH MARK 96 JS(USGS).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0184 ***********************************************************************
 OR0184  DESIGNATION -  W 338
 OR0184  PID         -  OR0184
 OR0184  STATE/COUNTY-  SD/GREGORY
 OR0184  COUNTRY     -  US
 OR0184  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0184
 OR0184                         *CURRENT SURVEY CONTROL
 OR0184  ______________________________________________________________________
 OR0184* NAD 83(1986) POSITION- 43 11 07.     (N) 098 56 30.     (W)   SCALED
 OR0184* NAVD 88 ORTHO HEIGHT -   419.420 (meters)     1376.05  (feet) ADJUSTED
 OR0184  ______________________________________________________________________
 OR0184  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 OR0184  DYNAMIC HEIGHT  -        419.277 (meters)     1375.58  (feet) COMP
 OR0184  MODELED GRAVITY -    980,269.6   (mgal)                       NAVD 88
 OR0184
 OR0184  VERT ORDER      -  FIRST     CLASS II
 OR0184
 OR0184.The horizontal coordinates were scaled from a map and have
 OR0184.an estimated accuracy of +/- 6 seconds.
 OR0184
 OR0184.The orthometric height was determined by differential leveling and
 OR0184.adjusted by the NATIONAL GEODETIC SURVEY
 OR0184.in June 1991.
 OR0184
 OR0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0184.GEOID18 height accuracy estimate available here.
 OR0184
 OR0184.Click photographs - Photos may exist for this station.
 OR0184
 OR0184.The dynamic height is computed by dividing the NAVD 88
 OR0184.geopotential number by the normal gravity value computed on the
 OR0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0184.degrees latitude (g = 980.6199 gals.).
 OR0184
 OR0184.The modeled gravity was interpolated from observed gravity values.
 OR0184
 OR0184;                    North         East    Units  Estimated Accuracy
 OR0184;SPC SD S     -    95,590.      713,120.      MT  (+/- 180 meters Scaled)
 OR0184
 OR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN047813(NAD 83)
 OR0184
 OR0184                          SUPERSEDED SURVEY CONTROL
 OR0184
 OR0184  NGVD 29 (??/??/92)  419.093  (m)         1374.97   (f) ADJ UNCH    1 2
 OR0184
 OR0184.Superseded values are not recommended for survey control.
 OR0184
 OR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0184.See file dsdata.pdf to determine how the superseded data were derived.
 OR0184
 OR0184_MARKER: DB = BENCH MARK DISK
 OR0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0184_STAMPING: W 338 1949
 OR0184_MARK LOGO: CGS
 OR0184_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0184+STABILITY: SURFACE MOTION
 OR0184
 OR0184  HISTORY     - Date     Condition        Report By
 OR0184  HISTORY     - 1949     MONUMENTED       CGS
 OR0184  HISTORY     - 1962     GOOD             USGS
 OR0184  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0184
 OR0184                          STATION DESCRIPTION
 OR0184
 OR0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0184'12.9 MI N FROM BONESTEEL.
 OR0184'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BONESTEEL,
 OR0184'THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE 2.0 MILES
 OR0184'NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG A GRAVEL
 OR0184'ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.5
 OR0184'MILES NORTH ALONG A DIRT ROAD, THENCE 2.3 MILES SOUTHEAST ALONG
 OR0184'A DIRT ROAD, ON THE TOP OF A HILL, AT A T-JUNCTION, ABOUT 300.0
 OR0184'FEET WEST OF THE NORTH END OF A WOODEN BRIDGE OVER THE NORTH
 OR0184'FORK WHETSTONE CREEK, 55.0 FEET SOUTHWEST OF THE CENTER LINE
 OR0184'OF A GATE ON THE NORTH SIDE OF THE ROAD, 22.0 FEET SOUTH OF THE
 OR0184'CENTER LINE OF THE ROAD, 1.2 FEET NORTH OF A FENCE, 1.4 FEET
 OR0184'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 OR0184'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK
 OR0184'IS 1.0 MILE SOUTHWEST ALONG THE DIRT ROAD FROM BENCH MARK
 OR0184'V 338 1949.
 OR0184
 OR0184                          STATION RECOVERY (1962)
 OR0184
 OR0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OR0184'RECOVERED IN GOOD CONDITION.
 OR0184
 OR0184                          STATION RECOVERY (2013)
 OR0184
 OR0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0597 ***********************************************************************
 OR0597  DESIGNATION -  W 339
 OR0597  PID         -  OR0597
 OR0597  STATE/COUNTY-  SD/GREGORY
 OR0597  COUNTRY     -  US
 OR0597  USGS QUAD   -  DIXON SE (2017)
 OR0597
 OR0597                         *CURRENT SURVEY CONTROL
 OR0597  ______________________________________________________________________
 OR0597* NAD 83(1986) POSITION- 43 17 04.     (N) 099 15 28.     (W)   SCALED
 OR0597* NAVD 88 ORTHO HEIGHT -   642.723 (meters)     2108.67  (feet) ADJUSTED
 OR0597  ______________________________________________________________________
 OR0597  GEOID HEIGHT    -        -26.013 (meters)                     GEOID18
 OR0597  DYNAMIC HEIGHT  -        642.485 (meters)     2107.89  (feet) COMP
 OR0597  MODELED GRAVITY -    980,229.7   (mgal)                       NAVD 88
 OR0597
 OR0597  VERT ORDER      -  SECOND    CLASS 0
 OR0597
 OR0597.The horizontal coordinates were scaled from a map and have
 OR0597.an estimated accuracy of +/- 6 seconds.
 OR0597
 OR0597.The orthometric height was determined by differential leveling and
 OR0597.adjusted by the NATIONAL GEODETIC SURVEY
 OR0597.in June 1991.
 OR0597
 OR0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0597.GEOID18 height accuracy estimate available here.
 OR0597
 OR0597.Click photographs - Photos may exist for this station.
 OR0597
 OR0597.The dynamic height is computed by dividing the NAVD 88
 OR0597.geopotential number by the normal gravity value computed on the
 OR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0597.degrees latitude (g = 980.6199 gals.).
 OR0597
 OR0597.The modeled gravity was interpolated from observed gravity values.
 OR0597
 OR0597;                    North         East    Units  Estimated Accuracy
 OR0597;SPC SD S     -   106,230.      687,290.      MT  (+/- 180 meters Scaled)
 OR0597
 OR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN790924(NAD 83)
 OR0597
 OR0597                          SUPERSEDED SURVEY CONTROL
 OR0597
 OR0597  NGVD 29 (??/??/92)  642.374  (m)         2107.52   (f) ADJ UNCH    2 0
 OR0597
 OR0597.Superseded values are not recommended for survey control.
 OR0597
 OR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0597.See file dsdata.pdf to determine how the superseded data were derived.
 OR0597
 OR0597_MARKER: DB = BENCH MARK DISK
 OR0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0597_STAMPING: W 339 1949
 OR0597_MARK LOGO: CGS
 OR0597_PROJECTION: RECESSED 6 CENTIMETERS
 OR0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0597+STABILITY: SURFACE MOTION
 OR0597
 OR0597  HISTORY     - Date     Condition        Report By
 OR0597  HISTORY     - 1949     MONUMENTED       CGS
 OR0597  HISTORY     - 1971     MARK NOT FOUND   USGS
 OR0597  HISTORY     - 1984     GOOD             NGS
 OR0597
 OR0597                          STATION DESCRIPTION
 OR0597
 OR0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0597'12.4 MI NE FROM GREGORY.
 OR0597'0.7 MILE NORTH ALONG MAIN STRET FROM THE POST OFFICE AT GREGORY,
 OR0597'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0597'NORTH ALONG A GRAVEL ROAD, THENCE 5.0 MILES EAST ALONG A GRAVEL
 OR0597'ROAD, AT A T-JUNCTION OF ROADS, 145.0 FEET WEST OF A POINT ON
 OR0597'THE PROJECTED CENTER LINE OF THE ROAD LEADING NORTH, 41.0 FEET
 OR0597'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 21.0 FEET EAST
 OR0597'OF THE CENTER LINE OF A GATE, 10.0 FEET EAST OF A 3-WAY CORNER
 OR0597'FENCE POST, 1.1 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A
 OR0597'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST ABOUT 0.2 FOOT
 OR0597'BELOW GROUND LEVEL.
 OR0597
 OR0597                          STATION RECOVERY (1971)
 OR0597
 OR0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OR0597'MARK NOT FOUND.
 OR0597
 OR0597                          STATION RECOVERY (1984)
 OR0597
 OR0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OR0597'CHANGE LOCAL MEASUREMENTS TO 6.4 M (21 FT) EAST OF THE CENTER OF A
 OR0597'DRIVE AND 12.2 M (40 FT) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0447 ***********************************************************************
 OR0447  DESIGNATION -  W 340
 OR0447  PID         -  OR0447
 OR0447  STATE/COUNTY-  SD/BRULE
 OR0447  COUNTRY     -  US
 OR0447  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0447
 OR0447                         *CURRENT SURVEY CONTROL
 OR0447  ______________________________________________________________________
 OR0447* NAD 83(1986) POSITION- 43 49 31.     (N) 099 18 54.     (W)   SCALED
 OR0447* NAVD 88 ORTHO HEIGHT -   460.928 (meters)     1512.23  (feet) ADJUSTED
 OR0447  ______________________________________________________________________
 OR0447  GEOID HEIGHT    -        -25.563 (meters)                     GEOID18
 OR0447  DYNAMIC HEIGHT  -        460.809 (meters)     1511.84  (feet) COMP
 OR0447  MODELED GRAVITY -    980,346.8   (mgal)                       NAVD 88
 OR0447
 OR0447  VERT ORDER      -  FIRST     CLASS II
 OR0447
 OR0447.The horizontal coordinates were scaled from a map and have
 OR0447.an estimated accuracy of +/- 6 seconds.
 OR0447
 OR0447.The orthometric height was determined by differential leveling and
 OR0447.adjusted by the NATIONAL GEODETIC SURVEY
 OR0447.in June 1991.
 OR0447
 OR0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0447.GEOID18 height accuracy estimate available here.
 OR0447
 OR0447.Click photographs - Photos may exist for this station.
 OR0447
 OR0447.The dynamic height is computed by dividing the NAVD 88
 OR0447.geopotential number by the normal gravity value computed on the
 OR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0447.degrees latitude (g = 980.6199 gals.).
 OR0447
 OR0447.The modeled gravity was interpolated from observed gravity values.
 OR0447
 OR0447;                    North         East    Units  Estimated Accuracy
 OR0447;SPC SD S     -   166,250.      681,910.      MT  (+/- 180 meters Scaled)
 OR0447
 OR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP746525(NAD 83)
 OR0447
 OR0447                          SUPERSEDED SURVEY CONTROL
 OR0447
 OR0447  NGVD 29 (??/??/92)  460.593  (m)         1511.13   (f) ADJ UNCH    1 2
 OR0447
 OR0447.Superseded values are not recommended for survey control.
 OR0447
 OR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0447.See file dsdata.pdf to determine how the superseded data were derived.
 OR0447
 OR0447_MARKER: DB = BENCH MARK DISK
 OR0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0447_STAMPING: W 340 1949
 OR0447_MARK LOGO: CGS
 OR0447_PROJECTION: FLUSH
 OR0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0447+STABILITY: SURFACE MOTION
 OR0447
 OR0447  HISTORY     - Date     Condition        Report By
 OR0447  HISTORY     - 1949     MONUMENTED       CGS
 OR0447  HISTORY     - 1958     GOOD             CGS
 OR0447
 OR0447                          STATION DESCRIPTION
 OR0447
 OR0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0447'1.4 MI N FROM CHAMBERLAIN.
 OR0447'1.35 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL
 OR0447'AT CHAMBERLAIN, ON THE WEST SLOPE OF A HILL, 80 FEET SOUTHEAST
 OR0447'OF THE EAST END OF A GUARD FENCE ON THE NORTH SIDE OF THE
 OR0447'HIGHWAY AT A FILL, 37 FEET SOUTH OF THE CENTER LINE OF THE
 OR0447'HIGHWAY, 1.1 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A REFERENCE
 OR0447'POST, SET IN THE TOP OF A 5-FOOT CONCRETE POST AND LEVEL WITH
 OR0447'THE GROUND.  NOTE-- STATE HIGHWAY 47 IS BEING REBUILT AND THE NEW
 OR0447'ROUTE WILL PASS TO THE SOUTH OF THE MARK.  THE MARK IS OUTSIDE THE
 OR0447'CONSTRUCTION LIMITS AND APPEARS TO BE IN NO DANGER OF BEING
 OR0447'DESTROYED.
 OR0447
 OR0447                          STATION RECOVERY (1958)
 OR0447
 OR0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0452 ***********************************************************************
 PR0452  DESIGNATION -  W 341
 PR0452  PID         -  PR0452
 PR0452  STATE/COUNTY-  SD/HAMLIN
 PR0452  COUNTRY     -  US
 PR0452  USGS QUAD   -  WATERTOWN SE (2017)
 PR0452
 PR0452                         *CURRENT SURVEY CONTROL
 PR0452  ______________________________________________________________________
 PR0452* NAD 83(1986) POSITION- 44 45 36.     (N) 097 01 37.     (W)   SCALED
 PR0452* NAVD 88 ORTHO HEIGHT -   532.239 (meters)     1746.19  (feet) ADJUSTED
 PR0452  ______________________________________________________________________
 PR0452  GEOID HEIGHT    -        -25.014 (meters)                     GEOID18
 PR0452  DYNAMIC HEIGHT  -        532.160 (meters)     1745.93  (feet) COMP
 PR0452  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 PR0452
 PR0452  VERT ORDER      -  SECOND    CLASS 0
 PR0452
 PR0452.The horizontal coordinates were scaled from a map and have
 PR0452.an estimated accuracy of +/- 6 seconds.
 PR0452
 PR0452.The orthometric height was determined by differential leveling and
 PR0452.adjusted by the NATIONAL GEODETIC SURVEY
 PR0452.in June 1991.
 PR0452
 PR0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0452.GEOID18 height accuracy estimate available here.
 PR0452
 PR0452.Click photographs - Photos may exist for this station.
 PR0452
 PR0452.The dynamic height is computed by dividing the NAVD 88
 PR0452.geopotential number by the normal gravity value computed on the
 PR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0452.degrees latitude (g = 980.6199 gals.).
 PR0452
 PR0452.The modeled gravity was interpolated from observed gravity values.
 PR0452
 PR0452;                    North         East    Units  Estimated Accuracy
 PR0452;SPC SD N     -   107,300.      835,330.      MT  (+/- 180 meters Scaled)
 PR0452
 PR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ561581(NAD 83)
 PR0452
 PR0452                          SUPERSEDED SURVEY CONTROL
 PR0452
 PR0452  NGVD 29 (??/??/92)  531.946  (m)         1745.23   (f) ADJ UNCH    2 0
 PR0452
 PR0452.Superseded values are not recommended for survey control.
 PR0452
 PR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0452.See file dsdata.pdf to determine how the superseded data were derived.
 PR0452
 PR0452_MARKER: DB = BENCH MARK DISK
 PR0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0452_STAMPING: W 341 1949
 PR0452_MARK LOGO: CGS
 PR0452_PROJECTION: FLUSH
 PR0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0452+STABILITY: SURFACE MOTION
 PR0452
 PR0452  HISTORY     - Date     Condition        Report By
 PR0452  HISTORY     - 1949     MONUMENTED       CGS
 PR0452
 PR0452                          STATION DESCRIPTION
 PR0452
 PR0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0452'2.4 MI N FROM CASTLEWOOD.
 PR0452'2.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0452'CASTLEWOOD, AT A ROAD INTERSECTION, 285.0 FEET SOUTH OF THE
 PR0452'CENTER LINE OF AN EAST-WEST ROAD, 146.4 FEET EAST SOUTHEAST
 PR0452'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 68.0 FEET WEST OF THE
 PR0452'CENTER LINE OF A NORTH-SOUTH ROAD, 16.0 FEET NORTH OF THE CENTER
 PR0452'LINE OF A PRIVATE DRIVE LEADING WEST TO A FARMHOUSE, 13.0 FEET
 PR0452'WEST OF A 16-INCH ELM TREE (THE MOST EASTERLY TREE IN A ROW
 PR0452'OF TREES, ALONG THE NORTH SIDE OF THE DRIVEWAY) AND IN LINE WITH THE
 PR0452'ROW OF TREES, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 PR0452'WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1086 ***********************************************************************
 NM1086  DESIGNATION -  W 342
 NM1086  PID         -  NM1086
 NM1086  STATE/COUNTY-  SD/YANKTON
 NM1086  COUNTRY     -  US
 NM1086  USGS QUAD   -  MISSION HILL (2017)
 NM1086
 NM1086                         *CURRENT SURVEY CONTROL
 NM1086  ______________________________________________________________________
 NM1086* NAD 83(1986) POSITION- 42 52 51.     (N) 097 15 36.     (W)   SCALED
 NM1086* NAVD 88 ORTHO HEIGHT -   357.327 (meters)     1172.33  (feet) ADJUSTED
 NM1086  ______________________________________________________________________
 NM1086  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM1086  DYNAMIC HEIGHT  -        357.225 (meters)     1172.00  (feet) COMP
 NM1086  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 NM1086
 NM1086  VERT ORDER      -  SECOND    CLASS 0
 NM1086
 NM1086.The horizontal coordinates were scaled from a map and have
 NM1086.an estimated accuracy of +/- 6 seconds.
 NM1086
 NM1086.The orthometric height was determined by differential leveling and
 NM1086.adjusted by the NATIONAL GEODETIC SURVEY
 NM1086.in June 1991.
 NM1086
 NM1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1086.GEOID18 height accuracy estimate available here.
 NM1086
 NM1086.Click photographs - Photos may exist for this station.
 NM1086
 NM1086.The dynamic height is computed by dividing the NAVD 88
 NM1086.geopotential number by the normal gravity value computed on the
 NM1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1086.degrees latitude (g = 980.6199 gals.).
 NM1086
 NM1086.The modeled gravity was interpolated from observed gravity values.
 NM1086
 NM1086;                    North         East    Units  Estimated Accuracy
 NM1086;SPC SD S     -    65,470.      851,030.      MT  (+/- 180 meters Scaled)
 NM1086
 NM1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN420490(NAD 83)
 NM1086
 NM1086                          SUPERSEDED SURVEY CONTROL
 NM1086
 NM1086  NGVD 29 (??/??/92)  357.130  (m)         1171.68   (f) ADJ UNCH    2 0
 NM1086
 NM1086.Superseded values are not recommended for survey control.
 NM1086
 NM1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1086.See file dsdata.pdf to determine how the superseded data were derived.
 NM1086
 NM1086_MARKER: DB = BENCH MARK DISK
 NM1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1086_STAMPING: W 342 1949
 NM1086_MARK LOGO: CGS
 NM1086_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1086+STABILITY: SURFACE MOTION
 NM1086
 NM1086  HISTORY     - Date     Condition        Report By
 NM1086  HISTORY     - 1949     MONUMENTED       CGS
 NM1086
 NM1086                          STATION DESCRIPTION
 NM1086
 NM1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1086'6.8 MI E FROM YANKTON.
 NM1086'6.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1086'YANKTON, 58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 NM1086'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30.0 FEET
 NM1086'WEST OF A FENCE, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN
 NM1086'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM1086'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1105 ***********************************************************************
 NM1105  DESIGNATION -  W 342 RESET
 NM1105  PID         -  NM1105
 NM1105  STATE/COUNTY-  SD/YANKTON
 NM1105  COUNTRY     -  US
 NM1105  USGS QUAD   -  MISSION HILL (2017)
 NM1105
 NM1105                         *CURRENT SURVEY CONTROL
 NM1105  ______________________________________________________________________
 NM1105* NAD 83(1986) POSITION- 42 52 53.     (N) 097 15 36.     (W)   SCALED
 NM1105* NAVD 88 ORTHO HEIGHT -   356.906 (meters)     1170.95  (feet) ADJUSTED
 NM1105  ______________________________________________________________________
 NM1105  GEOID HEIGHT    -        -25.606 (meters)                     GEOID18
 NM1105  DYNAMIC HEIGHT  -        356.804 (meters)     1170.61  (feet) COMP
 NM1105  MODELED GRAVITY -    980,325.6   (mgal)                       NAVD 88
 NM1105
 NM1105  VERT ORDER      -  FIRST     CLASS II
 NM1105
 NM1105.The horizontal coordinates were scaled from a map and have
 NM1105.an estimated accuracy of +/- 6 seconds.
 NM1105
 NM1105.The orthometric height was determined by differential leveling and
 NM1105.adjusted by the NATIONAL GEODETIC SURVEY
 NM1105.in June 1994.
 NM1105
 NM1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1105.GEOID18 height accuracy estimate available here.
 NM1105
 NM1105.Click photographs - Photos may exist for this station.
 NM1105
 NM1105.The dynamic height is computed by dividing the NAVD 88
 NM1105.geopotential number by the normal gravity value computed on the
 NM1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1105.degrees latitude (g = 980.6199 gals.).
 NM1105
 NM1105.The modeled gravity was interpolated from observed gravity values.
 NM1105
 NM1105;                    North         East    Units  Estimated Accuracy
 NM1105;SPC SD S     -    65,530.      851,020.      MT  (+/- 180 meters Scaled)
 NM1105
 NM1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN420491(NAD 83)
 NM1105
 NM1105                          SUPERSEDED SURVEY CONTROL
 NM1105
 NM1105.No superseded survey control is available for this station.
 NM1105
 NM1105_MARKER: DV = VERTICAL CONTROL DISK
 NM1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1105_STAMPING: W 342 RESET 1976
 NM1105_MARK LOGO: NGS
 NM1105_PROJECTION: RECESSED 10 CENTIMETERS
 NM1105_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1105+STABILITY: SURFACE MOTION
 NM1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1105+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 NM1105
 NM1105  HISTORY     - Date     Condition        Report By
 NM1105  HISTORY     - 1976     MONUMENTED       NGS
 NM1105  HISTORY     - 19930908 GOOD             NGS
 NM1105  HISTORY     - 20120322 GOOD             INDIV
 NM1105
 NM1105                          STATION DESCRIPTION
 NM1105
 NM1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NM1105'6.8 MI E FROM YANKTON.
 NM1105'6.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE IN
 NM1105'YANKTON, APPROXIMATELY 100 FEET NORTH OF THE CENTER OF THE WEST
 NM1105'BOUND LANES OF HIGHWAY 50 AT THE NORTH RIGHT-OF-WAY FENCE LINE,
 NM1105'50 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 14 FEET
 NM1105'WEST OF A FENCE CORNER, 1-FOOT SOUTH OF THE FENCE, 1.5 FEET
 NM1105'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 NM1105'CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  THE DISK WAS REMOVED
 NM1105'FROM W 342 AT THIS TIME.
 NM1105
 NM1105                          STATION RECOVERY (1993)
 NM1105
 NM1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1105'11.2 KM (6.95 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM1105'OFFICE IN YANKTON, 32.0 M (105.0 FT) NORTH OF AND LEVEL WITH THE
 NM1105'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 14.9 M (48.9 FT)
 NM1105'WEST OF THE CENTER OF A GRAVELED ROAD, 4.1 M (13.5 FT) WEST OF A
 NM1105'FENCE CORNER, 4.0 M (13.1 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER
 NM1105'J76 SPP S440, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 NM1105'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 NM1105
 NM1105                          STATION RECOVERY (2012)
 NM1105
 NM1105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1104 ***********************************************************************
 NM1104  DESIGNATION -  W 343
 NM1104  PID         -  NM1104
 NM1104  STATE/COUNTY-  SD/CLAY
 NM1104  COUNTRY     -  US
 NM1104  USGS QUAD   -  SAINT HELENA (2017)
 NM1104
 NM1104                         *CURRENT SURVEY CONTROL
 NM1104  ______________________________________________________________________
 NM1104* NAD 83(1986) POSITION- 42 47 37.     (N) 097 08 15.     (W)   SCALED
 NM1104* NAVD 88 ORTHO HEIGHT -   353.119 (meters)     1158.52  (feet) ADJUSTED
 NM1104  ______________________________________________________________________
 NM1104  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 NM1104  DYNAMIC HEIGHT  -        353.015 (meters)     1158.18  (feet) COMP
 NM1104  MODELED GRAVITY -    980,317.1   (mgal)                       NAVD 88
 NM1104
 NM1104  VERT ORDER      -  SECOND    CLASS 0
 NM1104
 NM1104.The horizontal coordinates were scaled from a map and have
 NM1104.an estimated accuracy of +/- 6 seconds.
 NM1104
 NM1104.The orthometric height was determined by differential leveling and
 NM1104.adjusted by the NATIONAL GEODETIC SURVEY
 NM1104.in June 1991.
 NM1104
 NM1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1104.GEOID18 height accuracy estimate available here.
 NM1104
 NM1104.Click photographs - Photos may exist for this station.
 NM1104
 NM1104.The dynamic height is computed by dividing the NAVD 88
 NM1104.geopotential number by the normal gravity value computed on the
 NM1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1104.degrees latitude (g = 980.6199 gals.).
 NM1104
 NM1104.The modeled gravity was interpolated from observed gravity values.
 NM1104
 NM1104;                    North         East    Units  Estimated Accuracy
 NM1104;SPC SD S     -    56,160.      861,400.      MT  (+/- 180 meters Scaled)
 NM1104
 NM1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN523395(NAD 83)
 NM1104
 NM1104                          SUPERSEDED SURVEY CONTROL
 NM1104
 NM1104  NGVD 29 (??/??/92)  352.912  (m)         1157.85   (f) ADJ UNCH    2 0
 NM1104
 NM1104.Superseded values are not recommended for survey control.
 NM1104
 NM1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1104.See file dsdata.pdf to determine how the superseded data were derived.
 NM1104
 NM1104_MARKER: DB = BENCH MARK DISK
 NM1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1104_STAMPING: W 343 1949
 NM1104_MARK LOGO: CGS
 NM1104_PROJECTION: PROJECTING 18 CENTIMETERS
 NM1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1104+STABILITY: SURFACE MOTION
 NM1104
 NM1104  HISTORY     - Date     Condition        Report By
 NM1104  HISTORY     - 1949     MONUMENTED       CGS
 NM1104
 NM1104                          STATION DESCRIPTION
 NM1104
 NM1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1104'7.2 MI SW FROM MECKLING.
 NM1104'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1104'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MACKLING,
 NM1104'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.5 MILES
 NM1104'SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 NM1104'GRAVELED ROAD, AT THE FARM HOME OF HANS OLESON, 48.0 FEET SOUTH
 NM1104'OF THE SOUTHEAST CORNER OF THE HOUSE, 33 FEET NORTH OF THE
 NM1104'CENTER LINE OF THE ROAD, 11 FEET EAST OF THE CENTER LINE OF A
 NM1104'PRIVATE DRIVE-WAY, 8.8 FEET WEST OF AN 18-INCH BOXELDER TREE,
 NM1104'2.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER POST OF THE YARD
 NM1104'FENCE, 1.4 FEET SOUTH OF THE YARD FENCE, 1.6 FEET WEST OF A
 NM1104'REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE POST
 NM1104'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0338 ***********************************************************************
 PR0338  DESIGNATION -  W 344
 PR0338  PID         -  PR0338
 PR0338  STATE/COUNTY-  SD/DEUEL
 PR0338  COUNTRY     -  US
 PR0338  USGS QUAD   -  TORONTO (2017)
 PR0338
 PR0338                         *CURRENT SURVEY CONTROL
 PR0338  ______________________________________________________________________
 PR0338* NAD 83(1986) POSITION- 44 34 19.     (N) 096 40 58.     (W)   SCALED
 PR0338* NAVD 88 ORTHO HEIGHT -   575.579 (meters)     1888.38  (feet) ADJUSTED
 PR0338  ______________________________________________________________________
 PR0338  GEOID HEIGHT    -        -25.149 (meters)                     GEOID18
 PR0338  DYNAMIC HEIGHT  -        575.481 (meters)     1888.06  (feet) COMP
 PR0338  MODELED GRAVITY -    980,428.8   (mgal)                       NAVD 88
 PR0338
 PR0338  VERT ORDER      -  SECOND    CLASS 0
 PR0338
 PR0338.The horizontal coordinates were scaled from a map and have
 PR0338.an estimated accuracy of +/- 6 seconds.
 PR0338
 PR0338.The orthometric height was determined by differential leveling and
 PR0338.adjusted by the NATIONAL GEODETIC SURVEY
 PR0338.in June 1991.
 PR0338
 PR0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0338.GEOID18 height accuracy estimate available here.
 PR0338
 PR0338.Click photographs - Photos may exist for this station.
 PR0338
 PR0338.The dynamic height is computed by dividing the NAVD 88
 PR0338.geopotential number by the normal gravity value computed on the
 PR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0338.degrees latitude (g = 980.6199 gals.).
 PR0338
 PR0338.The modeled gravity was interpolated from observed gravity values.
 PR0338
 PR0338;                    North         East    Units  Estimated Accuracy
 PR0338;SPC SD N     -    87,470.      863,410.      MT  (+/- 180 meters Scaled)
 PR0338
 PR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ839380(NAD 83)
 PR0338
 PR0338                          SUPERSEDED SURVEY CONTROL
 PR0338
 PR0338  NGVD 29 (??/??/92)  575.306  (m)         1887.48   (f) ADJ UNCH    2 0
 PR0338
 PR0338.Superseded values are not recommended for survey control.
 PR0338
 PR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0338.See file dsdata.pdf to determine how the superseded data were derived.
 PR0338
 PR0338_MARKER: DB = BENCH MARK DISK
 PR0338_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0338_SP_SET: BOX CULVERT
 PR0338_STAMPING: W 344 1949
 PR0338_MARK LOGO: CGS
 PR0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0338+STABILITY: SURFACE MOTION
 PR0338
 PR0338  HISTORY     - Date     Condition        Report By
 PR0338  HISTORY     - 1949     MONUMENTED       CGS
 PR0338
 PR0338                          STATION DESCRIPTION
 PR0338
 PR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0338'1.9 MI W FROM TORONTO.
 PR0338'1.9 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO, ROCK ISLAND
 PR0338'AND PACIFIC RAILROAD STATION AT TORONTO, 0.2 MILE EAST OF A POINT
 PR0338'WHERE STATE HIGHWAY 28 INTERSECTS U.S. HIGHWAY 77, 219 FEET SOUTH
 PR0338'OF THE CENTER LINE OF STATE HIGHWAY 28, 13 FEET EAST OF THE CENTER
 PR0338'LINE OF A NORTH-SOUTH ROAD, AND SET IN THE TOP OF THE NORTH END
 PR0338'OF THE EAST HEADWALL OF A 4 X 8 FOOT CONCRETE BOX CULVERT UNDER
 PR0338'THE NORTH-SOUTH ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0433 ***********************************************************************
 PS0433  DESIGNATION -  W 349
 PS0433  PID         -  PS0433
 PS0433  STATE/COUNTY-  SD/HUGHES
 PS0433  COUNTRY     -  US
 PS0433  USGS QUAD   -  JOE CREEK (2017)
 PS0433
 PS0433                         *CURRENT SURVEY CONTROL
 PS0433  ______________________________________________________________________
 PS0433* NAD 83(1986) POSITION- 44 14 13.     (N) 099 52 00.     (W)   SCALED
 PS0433* NAVD 88 ORTHO HEIGHT -   514.800 (meters)     1688.97  (feet) ADJUSTED
 PS0433  ______________________________________________________________________
 PS0433  GEOID HEIGHT    -        -23.994 (meters)                     GEOID18
 PS0433  DYNAMIC HEIGHT  -        514.695 (meters)     1688.63  (feet) COMP
 PS0433  MODELED GRAVITY -    980,399.2   (mgal)                       NAVD 88
 PS0433
 PS0433  VERT ORDER      -  FIRST     CLASS II
 PS0433
 PS0433.The horizontal coordinates were scaled from a map and have
 PS0433.an estimated accuracy of +/- 6 seconds.
 PS0433
 PS0433.The orthometric height was determined by differential leveling and
 PS0433.adjusted by the NATIONAL GEODETIC SURVEY
 PS0433.in June 1991.
 PS0433
 PS0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0433.GEOID18 height accuracy estimate available here.
 PS0433
 PS0433.Click photographs - Photos may exist for this station.
 PS0433
 PS0433.The dynamic height is computed by dividing the NAVD 88
 PS0433.geopotential number by the normal gravity value computed on the
 PS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0433.degrees latitude (g = 980.6199 gals.).
 PS0433
 PS0433.The modeled gravity was interpolated from observed gravity values.
 PS0433
 PS0433;                    North         East    Units  Estimated Accuracy
 PS0433;SPC SD S     -   211,590.      637,280.      MT  (+/- 180 meters Scaled)
 PS0433
 PS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP307985(NAD 83)
 PS0433
 PS0433                          SUPERSEDED SURVEY CONTROL
 PS0433
 PS0433  NGVD 29 (??/??/92)  514.471  (m)         1687.89   (f) ADJ UNCH    1 2
 PS0433
 PS0433.Superseded values are not recommended for survey control.
 PS0433
 PS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0433.See file dsdata.pdf to determine how the superseded data were derived.
 PS0433
 PS0433_MARKER: DB = BENCH MARK DISK
 PS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0433_STAMPING: W 349 1949
 PS0433_MARK LOGO: CGS
 PS0433_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0433+STABILITY: SURFACE MOTION
 PS0433
 PS0433  HISTORY     - Date     Condition        Report By
 PS0433  HISTORY     - 1949     MONUMENTED       CGS
 PS0433
 PS0433                          STATION DESCRIPTION
 PS0433
 PS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0433'4.4 MI SE FROM DE GREY.
 PS0433'0.35 MILE EAST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0433'AT DE GREY, THENCE 4.0 MILES SOUTHEAST ALONG A DIRT ROAD,
 PS0433'THENCE 0.2 MILE SOUTH ALONG A FIELD ROAD, ALONG A NORTH-SOUTH
 PS0433'SECTION LINE FENCE, AT A GATE IN AN EAST-WEST FENCE, AT THE CORNER
 PS0433'OF SECTIONS 16, 17, 20 AND 21, T. 109 N., R. 75 W., 59 FEET
 PS0433'SOUTH OF A CORNER FENCE POST AT THE FENCE LEADING EAST, 26.4
 PS0433'FEET NORTH OF A FENCE CORNER OF A FENCE LEADING WEST, 0.5 FOOT
 PS0433'EAST OF THE NORTH-SOUTH FENCE, 1.3 FEET SOUTH OF A REFERENCE
 PS0433'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 PS0433'AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2082 ***********************************************************************
 PU2082  DESIGNATION -  W 358
 PU2082  PID         -  PU2082
 PU2082  STATE/COUNTY-  SD/LAWRENCE
 PU2082  COUNTRY     -  US
 PU2082  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2082
 PU2082                         *CURRENT SURVEY CONTROL
 PU2082  ______________________________________________________________________
 PU2082* NAD 83(1986) POSITION- 44 30 24.     (N) 103 52 49.     (W)   SCALED
 PU2082* NAVD 88 ORTHO HEIGHT -  1075.007 (meters)     3526.92  (feet) ADJUSTED
 PU2082  ______________________________________________________________________
 PU2082  GEOID HEIGHT    -        -14.608 (meters)                     GEOID18
 PU2082  DYNAMIC HEIGHT  -       1074.652 (meters)     3525.75  (feet) COMP
 PU2082  MODELED GRAVITY -    980,251.2   (mgal)                       NAVD 88
 PU2082
 PU2082  VERT ORDER      -  SECOND    CLASS 0
 PU2082
 PU2082.The horizontal coordinates were scaled from a map and have
 PU2082.an estimated accuracy of +/- 6 seconds.
 PU2082
 PU2082.The orthometric height was determined by differential leveling and
 PU2082.adjusted by the NATIONAL GEODETIC SURVEY
 PU2082.in June 1991.
 PU2082
 PU2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2082.GEOID18 height accuracy estimate available here.
 PU2082
 PU2082.Click photographs - Photos may exist for this station.
 PU2082
 PU2082.The dynamic height is computed by dividing the NAVD 88
 PU2082.geopotential number by the normal gravity value computed on the
 PU2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2082.degrees latitude (g = 980.6199 gals.).
 PU2082
 PU2082.The modeled gravity was interpolated from observed gravity values.
 PU2082
 PU2082;                    North         East    Units  Estimated Accuracy
 PU2082;SPC SD N     -    82,220.      291,560.      MT  (+/- 180 meters Scaled)
 PU2082
 PU2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK890287(NAD 83)
 PU2082
 PU2082                          SUPERSEDED SURVEY CONTROL
 PU2082
 PU2082  NGVD 29 (??/??/92) 1074.467  (m)         3525.15   (f) ADJ UNCH    2 0
 PU2082
 PU2082.Superseded values are not recommended for survey control.
 PU2082
 PU2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2082.See file dsdata.pdf to determine how the superseded data were derived.
 PU2082
 PU2082_MARKER: DB = BENCH MARK DISK
 PU2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2082_STAMPING: W 358 1962
 PU2082_MARK LOGO: CGS
 PU2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2082+STABILITY: SURFACE MOTION
 PU2082
 PU2082  HISTORY     - Date     Condition        Report By
 PU2082  HISTORY     - 1962     MONUMENTED       CGS
 PU2082
 PU2082                          STATION DESCRIPTION
 PU2082
 PU2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2082'2.2 MI NW FROM SPEARFISH.
 PU2082'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 PU2082'AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY 85,
 PU2082'THENCE 1.5 MILE NORTH ALONG OLD HIGHWAY 85 AND SET AT FARM
 PU2082'HOUSE NO 331.  ABOUT 27 FEET WEST OF THE CENTERLINE OF THE
 PU2082'HIGHWAY, 83.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 PU2082'FARM HOUSE, 31 FEET NORTH NORTHEAST OF A FENCE CORNER, 7 FEET
 PU2082'EAST OF A FENCE LINE, 2.5 FEET WEST OF A POWER POLE, 2 FEET
 PU2082'NORTH OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY, A
 PU2082'CONCRETE POST PROJECTING 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0044 ***********************************************************************
 PV0044  DESIGNATION -  W 359
 PV0044  PID         -  PV0044
 PV0044  STATE/COUNTY-  SD/BUTTE
 PV0044  COUNTRY     -  US
 PV0044  USGS QUAD   -  BEULAH (2017)
 PV0044
 PV0044                         *CURRENT SURVEY CONTROL
 PV0044  ______________________________________________________________________
 PV0044* NAD 83(1986) POSITION- 44 36 58.     (N) 104 00 44.     (W)   SCALED
 PV0044* NAVD 88 ORTHO HEIGHT -  1063.396 (meters)     3488.83  (feet) ADJUSTED
 PV0044  ______________________________________________________________________
 PV0044  GEOID HEIGHT    -        -14.799 (meters)                     GEOID18
 PV0044  DYNAMIC HEIGHT  -       1063.075 (meters)     3487.77  (feet) COMP
 PV0044  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 PV0044
 PV0044  VERT ORDER      -  SECOND    CLASS 0
 PV0044
 PV0044.The horizontal coordinates were scaled from a map and have
 PV0044.an estimated accuracy of +/- 6 seconds.
 PV0044
 PV0044.The orthometric height was determined by differential leveling and
 PV0044.adjusted by the NATIONAL GEODETIC SURVEY
 PV0044.in June 1991.
 PV0044
 PV0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0044.GEOID18 height accuracy estimate available here.
 PV0044
 PV0044.Click photographs - Photos may exist for this station.
 PV0044
 PV0044.The dynamic height is computed by dividing the NAVD 88
 PV0044.geopotential number by the normal gravity value computed on the
 PV0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0044.degrees latitude (g = 980.6199 gals.).
 PV0044
 PV0044.The modeled gravity was interpolated from observed gravity values.
 PV0044
 PV0044;                    North         East    Units  Estimated Accuracy
 PV0044;SPC SD N     -    94,870.      281,680.      MT  (+/- 180 meters Scaled)
 PV0044
 PV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK783407(NAD 83)
 PV0044
 PV0044                          SUPERSEDED SURVEY CONTROL
 PV0044
 PV0044  NGVD 29 (??/??/92) 1062.878  (m)         3487.13   (f) ADJ UNCH    2 0
 PV0044
 PV0044.Superseded values are not recommended for survey control.
 PV0044
 PV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0044.See file dsdata.pdf to determine how the superseded data were derived.
 PV0044
 PV0044_MARKER: DB = BENCH MARK DISK
 PV0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0044_STAMPING: W 359 1962
 PV0044_MARK LOGO: CGS
 PV0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0044+STABILITY: SURFACE MOTION
 PV0044
 PV0044  HISTORY     - Date     Condition        Report By
 PV0044  HISTORY     - 1962     MONUMENTED       CGS
 PV0044
 PV0044                          STATION DESCRIPTION
 PV0044
 PV0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0044'10.6 MI SW FROM BELLE FOURCHE.
 PV0044'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0044'BELLE FOURCHE, THENCE 7.5 MILE WEST ALONG STATE HIGHWAY 34,
 PV0044'THENCE 1.7 MILE SOUTH ALONG A GRAVEL COUNTY ROAD TO A FENCE
 PV0044'CORNER, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.7 FEET
 PV0044'EAST OF THE T FENCE JUNCTION, 1.5 FEET NORTH OF A WITNESS POST,
 PV0044'A POST ABOUT 1 FOOT ABOVE THE ROAD AND PROJECTING ABOUT 0.5 OF
 PV0044'A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0164 ***********************************************************************
 OR0164  DESIGNATION -  W 36
 OR0164  PID         -  OR0164
 OR0164  STATE/COUNTY-  SD/CHARLES MIX
 OR0164  COUNTRY     -  US
 OR0164  USGS QUAD   -  PLATTE (2017)
 OR0164
 OR0164                         *CURRENT SURVEY CONTROL
 OR0164  ______________________________________________________________________
 OR0164* NAD 83(1986) POSITION- 43 28 17.     (N) 098 50 41.     (W)   SCALED
 OR0164* NAVD 88 ORTHO HEIGHT -   480.248 (meters)     1575.61  (feet) ADJUSTED
 OR0164  ______________________________________________________________________
 OR0164  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 OR0164  DYNAMIC HEIGHT  -        480.096 (meters)     1575.12  (feet) COMP
 OR0164  MODELED GRAVITY -    980,288.7   (mgal)                       NAVD 88
 OR0164
 OR0164  VERT ORDER      -  FIRST     CLASS II
 OR0164
 OR0164.The horizontal coordinates were scaled from a map and have
 OR0164.an estimated accuracy of +/- 6 seconds.
 OR0164
 OR0164.The orthometric height was determined by differential leveling and
 OR0164.adjusted by the NATIONAL GEODETIC SURVEY
 OR0164.in June 1991.
 OR0164
 OR0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0164.GEOID18 height accuracy estimate available here.
 OR0164
 OR0164.Click photographs - Photos may exist for this station.
 OR0164
 OR0164.The dynamic height is computed by dividing the NAVD 88
 OR0164.geopotential number by the normal gravity value computed on the
 OR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0164.degrees latitude (g = 980.6199 gals.).
 OR0164
 OR0164.The modeled gravity was interpolated from observed gravity values.
 OR0164
 OR0164;                    North         East    Units  Estimated Accuracy
 OR0164;SPC SD S     -   127,510.      720,430.      MT  (+/- 180 meters Scaled)
 OR0164
 OR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP125131(NAD 83)
 OR0164
 OR0164                          SUPERSEDED SURVEY CONTROL
 OR0164
 OR0164  NGVD 29 (??/??/92)  479.909  (m)         1574.50   (f) ADJ UNCH    1 2
 OR0164
 OR0164.Superseded values are not recommended for survey control.
 OR0164
 OR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0164.See file dsdata.pdf to determine how the superseded data were derived.
 OR0164
 OR0164_MARKER: DB = BENCH MARK DISK
 OR0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0164_STAMPING: 1574.501 W 36 1933
 OR0164_MARK LOGO: CGS
 OR0164_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0164+STABILITY: SURFACE MOTION
 OR0164
 OR0164  HISTORY     - Date     Condition        Report By
 OR0164  HISTORY     - 1933     MONUMENTED       CGS
 OR0164  HISTORY     - 1934     GOOD             CGS
 OR0164
 OR0164                          STATION DESCRIPTION
 OR0164
 OR0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0164'6 MI N FROM PLATTE.
 OR0164'6.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE
 OR0164'AT PLATTE, CHARLES MIX COUNTY, ABOUT 1 MILE NORTH OF THE
 OR0164'JUNCTION OF U.S. HIGHWAY 5, 0.4 MILE NORTH OF FRIDHEM LUTHERAN
 OR0164'CHURCH, AT A SECTION LINE, AT THE INTERSECTION OF AN EAST-AND-WEST
 OR0164'ROAD, 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 OR0164'NORTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE
 OR0164'CENTER LNE OF THE ROAD, AND 2 FEET NORTH OF A FENCE LINE.  A
 OR0164'STANDARD DISK, STAMPED 1574.501 W 36 1933 AND SET IN THE TOP
 OR0164'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OR0164
 OR0164                          STATION RECOVERY (1934)
 OR0164
 OR0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1386 ***********************************************************************
 PU1386  DESIGNATION -  W 361
 PU1386  PID         -  PU1386
 PU1386  STATE/COUNTY-  SD/PENNINGTON
 PU1386  COUNTRY     -  US
 PU1386  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1386
 PU1386                         *CURRENT SURVEY CONTROL
 PU1386  ______________________________________________________________________
 PU1386* NAD 83(1986) POSITION- 44 05 21.     (N) 103 16 05.     (W)   SCALED
 PU1386* NAVD 88 ORTHO HEIGHT -  1012.245 (meters)     3321.01  (feet) ADJUSTED
 PU1386  ______________________________________________________________________
 PU1386  GEOID HEIGHT    -        -15.583 (meters)                     GEOID18
 PU1386  DYNAMIC HEIGHT  -       1011.917 (meters)     3319.93  (feet) COMP
 PU1386  MODELED GRAVITY -    980,259.3   (mgal)                       NAVD 88
 PU1386
 PU1386  VERT ORDER      -  FIRST     CLASS II
 PU1386
 PU1386.The horizontal coordinates were scaled from a map and have
 PU1386.an estimated accuracy of +/- 6 seconds.
 PU1386
 PU1386.The orthometric height was determined by differential leveling and
 PU1386.adjusted by the NATIONAL GEODETIC SURVEY
 PU1386.in June 1991.
 PU1386
 PU1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1386.GEOID18 height accuracy estimate available here.
 PU1386
 PU1386.Click photographs - Photos may exist for this station.
 PU1386
 PU1386.The dynamic height is computed by dividing the NAVD 88
 PU1386.geopotential number by the normal gravity value computed on the
 PU1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1386.degrees latitude (g = 980.6199 gals.).
 PU1386
 PU1386.The modeled gravity was interpolated from observed gravity values.
 PU1386
 PU1386;                    North         East    Units  Estimated Accuracy
 PU1386;SPC SD S     -   199,210.      365,030.      MT  (+/- 180 meters Scaled)
 PU1386
 PU1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ386832(NAD 83)
 PU1386
 PU1386                          SUPERSEDED SURVEY CONTROL
 PU1386
 PU1386  NGVD 29 (??/??/92) 1011.776  (m)         3319.47   (f) ADJ UNCH    1 2
 PU1386
 PU1386.Superseded values are not recommended for survey control.
 PU1386
 PU1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1386.See file dsdata.pdf to determine how the superseded data were derived.
 PU1386
 PU1386_MARKER: DB = BENCH MARK DISK
 PU1386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1386_SP_SET: FOUNDATION
 PU1386_STAMPING: W 361 1962
 PU1386_MARK LOGO: CGS
 PU1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1386+STABILITY: SURFACE MOTION
 PU1386
 PU1386  HISTORY     - Date     Condition        Report By
 PU1386  HISTORY     - 1962     MONUMENTED       CGS
 PU1386
 PU1386                          STATION DESCRIPTION
 PU1386
 PU1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1386'2 MI NW FROM RAPID CITY.
 PU1386'ABOUT 1.95 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1386'RAILWAY FROM THE STATION AT RAPID CITY, 7 POLES EAST OF MILE
 PU1386'POST 102, AT THE DAKOTA CEMENT PLANT, 135 YARDS SOUTHWEST OF THE
 PU1386'SOUTHWEST RAIL OF THE TRACK, ABOUT 400 FEET SOUTH OF THE CEMENT
 PU1386'PLANT ADMINISTRATION BUILDING, AT THE NORTH ENTRANCE TO THE BULK
 PU1386'TRUCK SILO AND SCALE, 12 1/2 FEET NORTHEAST OF THE STEPS TO
 PU1386'SCALE OFFICE INSIDE THE SILO, 1 FOOT NORTHEAST OF THE NORTHEAST
 PU1386'EDGE OF THE SCALES, 1 1/2 FEET SOUTHEAST OF A ROUND CONCRETE
 PU1386'PILLAR, 1 FOOT NORTHWEST OF THE NORTHEAST EDGE OF THE ENTRANCE
 PU1386'TO THE SILO, AND SET IN THE TOP OF THE CONCRETE FOUNDATION OF
 PU1386'THE SCALES PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1543 ***********************************************************************
 PU1543  DESIGNATION -  W 362
 PU1543  PID         -  PU1543
 PU1543  STATE/COUNTY-  SD/PENNINGTON
 PU1543  COUNTRY     -  US
 PU1543  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1543
 PU1543                         *CURRENT SURVEY CONTROL
 PU1543  ______________________________________________________________________
 PU1543* NAD 83(1986) POSITION- 44 03 06.     (N) 103 18 45.     (W)   SCALED
 PU1543* NAVD 88 ORTHO HEIGHT -  1042.348 (meters)     3419.77  (feet) ADJUSTED
 PU1543  ______________________________________________________________________
 PU1543  GEOID HEIGHT    -        -15.282 (meters)                     GEOID18
 PU1543  DYNAMIC HEIGHT  -       1041.985 (meters)     3418.58  (feet) COMP
 PU1543  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 PU1543
 PU1543  VERT ORDER      -  FIRST     CLASS II
 PU1543
 PU1543.The horizontal coordinates were scaled from a map and have
 PU1543.an estimated accuracy of +/- 6 seconds.
 PU1543
 PU1543.The orthometric height was determined by differential leveling and
 PU1543.adjusted by the NATIONAL GEODETIC SURVEY
 PU1543.in June 1991.
 PU1543
 PU1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1543.GEOID18 height accuracy estimate available here.
 PU1543
 PU1543.Click photographs - Photos may exist for this station.
 PU1543
 PU1543.The dynamic height is computed by dividing the NAVD 88
 PU1543.geopotential number by the normal gravity value computed on the
 PU1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1543.degrees latitude (g = 980.6199 gals.).
 PU1543
 PU1543.The modeled gravity was interpolated from observed gravity values.
 PU1543
 PU1543;                    North         East    Units  Estimated Accuracy
 PU1543;SPC SD S     -   195,180.      361,330.      MT  (+/- 180 meters Scaled)
 PU1543
 PU1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ351789(NAD 83)
 PU1543
 PU1543                          SUPERSEDED SURVEY CONTROL
 PU1543
 PU1543  NGVD 29 (??/??/92) 1041.849  (m)         3418.13   (f) ADJ UNCH    1 2
 PU1543
 PU1543.Superseded values are not recommended for survey control.
 PU1543
 PU1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1543.See file dsdata.pdf to determine how the superseded data were derived.
 PU1543
 PU1543_MARKER: DB = BENCH MARK DISK
 PU1543_SETTING: 66 = SET IN ROCK OUTCROP
 PU1543_STAMPING: W 362 1962
 PU1543_MARK LOGO: CGS
 PU1543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1543+STABILITY: POSITION/ELEVATION WELL
 PU1543
 PU1543  HISTORY     - Date     Condition        Report By
 PU1543  HISTORY     - 1962     MONUMENTED       CGS
 PU1543  HISTORY     - 20110322 MARK NOT FOUND   INDIV
 PU1543
 PU1543                          STATION DESCRIPTION
 PU1543
 PU1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1543'5.4 MI SW FROM RAPID CITY.
 PU1543'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1543'STATION AT RAPID CITY, THENCE 0.55 MILE SOUTH ALONG MT. VIEW
 PU1543'ROAD, THENCE 2.4 MILES SOUTHWEST ALONG JACKSON BOULEVARD TO
 PU1543'THE CANYON LAKE CLUB, THENCE 1.4 MILES SOUTHWEST ALONG STATE
 PU1543'HIGHWAY 40, MIDWAY BETWEEN TWO WOODEN BRIDGES OVER RAPID CREEK,
 PU1543'130 YARDS NORTHEAST FROM A ROUND CONCRETE GAGING STATION AT THE
 PU1543'NORTH CORNER OF THE MOST SOUTHWEST ONE OF THE TWO BRIDGES,
 PU1543'38 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2
 PU1543'FEET SOUTHEAST OF A FENCE, 8 FEET SOUTHEAST OF THE CENTER LINE
 PU1543'OF A DIM ABANDONED RAILROAD GRADING, 2 FEET SOUTHWEST OF A
 PU1543'SMALL ELM TREE, 13.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU1543'1 FOOT ABOVE THE LEVEL OF THE GROUND, 4 FEET ABOVE THE LEVEL
 PU1543'OF THE HIGHWAY, AND SET IN THE TOP OF A HARD ROCK LEDGE AT THE
 PU1543'FOOT OF A SMALL ROCK BANK CONCEALED BY TREES.
 PU1543
 PU1543                          STATION RECOVERY (2011)
 PU1543
 PU1543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0249 ***********************************************************************
 OT0249  DESIGNATION -  W 363
 OT0249  PID         -  OT0249
 OT0249  STATE/COUNTY-  SD/PENNINGTON
 OT0249  COUNTRY     -  US
 OT0249  USGS QUAD   -  SCENIC SW (2017)
 OT0249
 OT0249                         *CURRENT SURVEY CONTROL
 OT0249  ______________________________________________________________________
 OT0249* NAD 83(1986) POSITION- 43 51 13.     (N) 102 39 33.     (W)   SCALED
 OT0249* NAVD 88 ORTHO HEIGHT -   785.012 (meters)     2575.49  (feet) ADJUSTED
 OT0249  ______________________________________________________________________
 OT0249  GEOID HEIGHT    -        -17.847 (meters)                     GEOID18
 OT0249  DYNAMIC HEIGHT  -        784.766 (meters)     2574.69  (feet) COMP
 OT0249  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 OT0249
 OT0249  VERT ORDER      -  FIRST     CLASS II
 OT0249
 OT0249.The horizontal coordinates were scaled from a map and have
 OT0249.an estimated accuracy of +/- 6 seconds.
 OT0249
 OT0249.The orthometric height was determined by differential leveling and
 OT0249.adjusted by the NATIONAL GEODETIC SURVEY
 OT0249.in June 1991.
 OT0249
 OT0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0249.GEOID18 height accuracy estimate available here.
 OT0249
 OT0249.Click photographs - Photos may exist for this station.
 OT0249
 OT0249.The dynamic height is computed by dividing the NAVD 88
 OT0249.geopotential number by the normal gravity value computed on the
 OT0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0249.degrees latitude (g = 980.6199 gals.).
 OT0249
 OT0249.The modeled gravity was interpolated from observed gravity values.
 OT0249
 OT0249;                    North         East    Units  Estimated Accuracy
 OT0249;SPC SD S     -   171,510.      413,040.      MT  (+/- 180 meters Scaled)
 OT0249
 OT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ881582(NAD 83)
 OT0249
 OT0249                          SUPERSEDED SURVEY CONTROL
 OT0249
 OT0249  NGVD 29 (??/??/92)  784.558  (m)         2574.00   (f) ADJ UNCH    1 2
 OT0249
 OT0249.Superseded values are not recommended for survey control.
 OT0249
 OT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0249.See file dsdata.pdf to determine how the superseded data were derived.
 OT0249
 OT0249_MARKER: DB = BENCH MARK DISK
 OT0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0249_STAMPING: W 363 1962
 OT0249_MARK LOGO: CGS
 OT0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0249+STABILITY: SURFACE MOTION
 OT0249
 OT0249  HISTORY     - Date     Condition        Report By
 OT0249  HISTORY     - 1962     MONUMENTED       CGS
 OT0249
 OT0249                          STATION DESCRIPTION
 OT0249
 OT0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0249'7.4 MI NW FROM SCENIC.
 OT0249'ABOUT 7.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0249'AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, 0.4 MILE
 OT0249'SOUTHEAST OF MILE POST 626, IN SECTION 22, T 2 S, R 12 E,
 OT0249'75 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 52
 OT0249'FEET EAST-SOUTHEAST OF A T-FENCE CORNER 2 FEET NORTH-NORTHEAST
 OT0249'OF A FENCE, 2.0 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 OT0249'ABOUT 2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP
 OT0249'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0014 ***********************************************************************
 OT0014  DESIGNATION -  W 364
 OT0014  PID         -  OT0014
 OT0014  STATE/COUNTY-  SD/PENNINGTON
 OT0014  COUNTRY     -  US
 OT0014  USGS QUAD   -  CONATA (2017)
 OT0014
 OT0014                         *CURRENT SURVEY CONTROL
 OT0014  ______________________________________________________________________
 OT0014* NAD 83(1986) POSITION- 43 43 51.     (N) 102 10 20.     (W)   SCALED
 OT0014* NAVD 88 ORTHO HEIGHT -   754.834 (meters)     2476.48  (feet) ADJUSTED
 OT0014  ______________________________________________________________________
 OT0014  GEOID HEIGHT    -        -19.315 (meters)                     GEOID18
 OT0014  DYNAMIC HEIGHT  -        754.593 (meters)     2475.69  (feet) COMP
 OT0014  MODELED GRAVITY -    980,274.7   (mgal)                       NAVD 88
 OT0014
 OT0014  VERT ORDER      -  FIRST     CLASS II
 OT0014
 OT0014.The horizontal coordinates were scaled from a map and have
 OT0014.an estimated accuracy of +/- 6 seconds.
 OT0014
 OT0014.The orthometric height was determined by differential leveling and
 OT0014.adjusted by the NATIONAL GEODETIC SURVEY
 OT0014.in June 1991.
 OT0014
 OT0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0014.GEOID18 height accuracy estimate available here.
 OT0014
 OT0014.Click photographs - Photos may exist for this station.
 OT0014
 OT0014.The dynamic height is computed by dividing the NAVD 88
 OT0014.geopotential number by the normal gravity value computed on the
 OT0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0014.degrees latitude (g = 980.6199 gals.).
 OT0014
 OT0014.The modeled gravity was interpolated from observed gravity values.
 OT0014
 OT0014;                    North         East    Units  Estimated Accuracy
 OT0014;SPC SD S     -   156,890.      451,870.      MT  (+/- 180 meters Scaled)
 OT0014
 OT0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ277458(NAD 83)
 OT0014
 OT0014                          SUPERSEDED SURVEY CONTROL
 OT0014
 OT0014  NGVD 29 (??/??/92)  754.369  (m)         2474.96   (f) ADJ UNCH    1 2
 OT0014
 OT0014.Superseded values are not recommended for survey control.
 OT0014
 OT0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0014.See file dsdata.pdf to determine how the superseded data were derived.
 OT0014
 OT0014_MARKER: DB = BENCH MARK DISK
 OT0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0014_STAMPING: W 364 1962
 OT0014_MARK LOGO: CGS
 OT0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0014+STABILITY: SURFACE MOTION
 OT0014
 OT0014  HISTORY     - Date     Condition        Report By
 OT0014  HISTORY     - 1962     MONUMENTED       CGS
 OT0014
 OT0014                          STATION DESCRIPTION
 OT0014
 OT0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0014'9.4 MI W FROM INTERIOR.
 OT0014'ABOUT 9.35 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0014'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 2,
 OT0014'T 4 S, R 16 E, 0.25 MILES WEST OF A FENCE CORNER, 40 FEET EAST
 OT0014'OF THE 16TH POLE EAST OF MILE POST 598, 39 1/2 FEET SOUTH OF THE
 OT0014'SOUTH RAIL, 2.0 FEET NORTH OF A METAL WITNESS POST, 2 1/2 FEET
 OT0014'ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 OT0014'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0319 ***********************************************************************
 PU0319  DESIGNATION -  W 365
 PU0319  PID         -  PU0319
 PU0319  STATE/COUNTY-  SD/PENNINGTON
 PU0319  COUNTRY     -  US
 PU0319  USGS QUAD   -  WASTA (2017)
 PU0319
 PU0319                         *CURRENT SURVEY CONTROL
 PU0319  ______________________________________________________________________
 PU0319* NAD 83(1986) POSITION- 44 04 49.     (N) 102 24 23.     (W)   SCALED
 PU0319* NAVD 88 ORTHO HEIGHT -   697.368 (meters)     2287.95  (feet) ADJUSTED
 PU0319  ______________________________________________________________________
 PU0319  GEOID HEIGHT    -        -18.605 (meters)                     GEOID18
 PU0319  DYNAMIC HEIGHT  -        697.180 (meters)     2287.33  (feet) COMP
 PU0319  MODELED GRAVITY -    980,326.9   (mgal)                       NAVD 88
 PU0319
 PU0319  VERT ORDER      -  SECOND    CLASS 0
 PU0319
 PU0319.The horizontal coordinates were scaled from a map and have
 PU0319.an estimated accuracy of +/- 6 seconds.
 PU0319
 PU0319.The orthometric height was determined by differential leveling and
 PU0319.adjusted by the NATIONAL GEODETIC SURVEY
 PU0319.in June 1991.
 PU0319
 PU0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0319.GEOID18 height accuracy estimate available here.
 PU0319
 PU0319.Click photographs - Photos may exist for this station.
 PU0319
 PU0319.The dynamic height is computed by dividing the NAVD 88
 PU0319.geopotential number by the normal gravity value computed on the
 PU0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0319.degrees latitude (g = 980.6199 gals.).
 PU0319
 PU0319.The modeled gravity was interpolated from observed gravity values.
 PU0319
 PU0319;                    North         East    Units  Estimated Accuracy
 PU0319;SPC SD S     -   196,150.      433,980.      MT  (+/- 180 meters Scaled)
 PU0319
 PU0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ076840(NAD 83)
 PU0319
 PU0319                          SUPERSEDED SURVEY CONTROL
 PU0319
 PU0319  NGVD 29 (??/??/92)  696.938  (m)         2286.54   (f) ADJ UNCH    2 0
 PU0319
 PU0319.Superseded values are not recommended for survey control.
 PU0319
 PU0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0319.See file dsdata.pdf to determine how the superseded data were derived.
 PU0319
 PU0319_MARKER: DB = BENCH MARK DISK
 PU0319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0319_SP_SET: CULVERT HEADWALL
 PU0319_STAMPING: W 365 1962
 PU0319_MARK LOGO: CGS
 PU0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0319+STABILITY: SURFACE MOTION
 PU0319
 PU0319  HISTORY     - Date     Condition        Report By
 PU0319  HISTORY     - 1962     MONUMENTED       CGS
 PU0319
 PU0319                          STATION DESCRIPTION
 PU0319
 PU0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0319'2.2 MI E FROM WASTA.
 PU0319'ABOUT 2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0319'FROM THE STATION AT WASTA, IN THE NORTHWEST CORNER OF SECTION 2,
 PU0319'T 1 N, R 14 E, 8 TELEPHONE POLES EAST OF MILEPOST 603, 0.2 MILE
 PU0319'WEST OF A CONCRETE HIGHWAY BRIDGE OVER THE CHEYENNE RIVER, 119
 PU0319'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE WITH A
 PU0319'BASEMENT, 203 FEET NORTH OF THE NORTH RAIL, 44 FEET EAST OF THE
 PU0319'EXTENDED CENTER LINE OF A GRAVEL ROAD LEADING SOUTH ACROSS THE
 PU0319'TRACK, 19.6 FEET NORTH OF THE CENTER LINE OF HIGHWAYS 14
 PU0319'AND 16, ABOUT LEVEL WITH HE HIGHWAY, SET IN THE TOP AND CENTER
 PU0319'OF THE NORTH CONCRETE HEADWALL OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0347 ***********************************************************************
 PU0347  DESIGNATION -  W 366
 PU0347  PID         -  PU0347
 PU0347  STATE/COUNTY-  SD/PENNINGTON
 PU0347  COUNTRY     -  US
 PU0347  USGS QUAD   -  WASTA (2017)
 PU0347
 PU0347                         *CURRENT SURVEY CONTROL
 PU0347  ______________________________________________________________________
 PU0347* NAD 83(1986) POSITION- 44 03 17.     (N) 102 27 35.     (W)   SCALED
 PU0347* NAVD 88 ORTHO HEIGHT -   713.463 (meters)     2340.75  (feet) ADJUSTED
 PU0347  ______________________________________________________________________
 PU0347  GEOID HEIGHT    -        -18.444 (meters)                     GEOID18
 PU0347  DYNAMIC HEIGHT  -        713.268 (meters)     2340.11  (feet) COMP
 PU0347  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 PU0347
 PU0347  VERT ORDER      -  SECOND    CLASS 0
 PU0347
 PU0347.The horizontal coordinates were scaled from a map and have
 PU0347.an estimated accuracy of +/- 6 seconds.
 PU0347
 PU0347.The orthometric height was determined by differential leveling and
 PU0347.adjusted by the NATIONAL GEODETIC SURVEY
 PU0347.in June 1991.
 PU0347
 PU0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0347.GEOID18 height accuracy estimate available here.
 PU0347
 PU0347.Click photographs - Photos may exist for this station.
 PU0347
 PU0347.The dynamic height is computed by dividing the NAVD 88
 PU0347.geopotential number by the normal gravity value computed on the
 PU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0347.degrees latitude (g = 980.6199 gals.).
 PU0347
 PU0347.The modeled gravity was interpolated from observed gravity values.
 PU0347
 PU0347;                    North         East    Units  Estimated Accuracy
 PU0347;SPC SD S     -   193,420.      429,640.      MT  (+/- 180 meters Scaled)
 PU0347
 PU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ034810(NAD 83)
 PU0347
 PU0347                          SUPERSEDED SURVEY CONTROL
 PU0347
 PU0347  NGVD 29 (??/??/92)  713.032  (m)         2339.34   (f) ADJ UNCH    2 0
 PU0347
 PU0347.Superseded values are not recommended for survey control.
 PU0347
 PU0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0347.See file dsdata.pdf to determine how the superseded data were derived.
 PU0347
 PU0347_MARKER: DB = BENCH MARK DISK
 PU0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0347_STAMPING: W 366 1962
 PU0347_MARK LOGO: CGS
 PU0347_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0347+STABILITY: SURFACE MOTION
 PU0347
 PU0347  HISTORY     - Date     Condition        Report By
 PU0347  HISTORY     - 1962     MONUMENTED       CGS
 PU0347
 PU0347                          STATION DESCRIPTION
 PU0347
 PU0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0347'1 MI S FROM WASTA.
 PU0347'ABOUT 1.05 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0347'FROM THE STATION AT WASTA, 62 FEET WEST OF THE SECOND TELEPHONE
 PU0347'POLE SOUTH OF MILEPOST 606, 95 FEET WEST OF THE WEST RAIL,
 PU0347'36.6 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD, 50 FEET
 PU0347'NORTH OF A TELEPHONE POLE, 2.0 FEET WEST OF A FENCE, 2.6 FEET
 PU0347'SOUTH OF A METAL WITNESS POST, ABOUT 30 FEET ABOVE THE RAILS,
 PU0347'ABOUT LEVEL WITH THE GRAVELED ROAD, SET IN THE TOP OF A CONCRETE
 PU0347'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0426 ***********************************************************************
 PU0426  DESIGNATION -  W 367
 PU0426  PID         -  PU0426
 PU0426  STATE/COUNTY-  SD/PENNINGTON
 PU0426  COUNTRY     -  US
 PU0426  USGS QUAD   -  RAINY CREEK (2017)
 PU0426
 PU0426                         *CURRENT SURVEY CONTROL
 PU0426  ______________________________________________________________________
 PU0426* NAD 83(1986) POSITION- 44 10 05.     (N) 102 12 27.     (W)   SCALED
 PU0426* NAVD 88 ORTHO HEIGHT -   889.971 (meters)     2919.85  (feet) ADJUSTED
 PU0426  ______________________________________________________________________
 PU0426  GEOID HEIGHT    -        -19.183 (meters)                     GEOID18
 PU0426  DYNAMIC HEIGHT  -        889.711 (meters)     2918.99  (feet) COMP
 PU0426  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 PU0426
 PU0426  VERT ORDER      -  SECOND    CLASS 0
 PU0426
 PU0426.The horizontal coordinates were scaled from a map and have
 PU0426.an estimated accuracy of +/- 6 seconds.
 PU0426
 PU0426.The orthometric height was determined by differential leveling and
 PU0426.adjusted by the NATIONAL GEODETIC SURVEY
 PU0426.in June 1991.
 PU0426
 PU0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0426.GEOID18 height accuracy estimate available here.
 PU0426
 PU0426.Click photographs - Photos may exist for this station.
 PU0426
 PU0426.The dynamic height is computed by dividing the NAVD 88
 PU0426.geopotential number by the normal gravity value computed on the
 PU0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0426.degrees latitude (g = 980.6199 gals.).
 PU0426
 PU0426.The modeled gravity was interpolated from observed gravity values.
 PU0426
 PU0426;                    North         East    Units  Estimated Accuracy
 PU0426;SPC SD S     -   205,520.      450,130.      MT  (+/- 180 meters Scaled)
 PU0426
 PU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ232943(NAD 83)
 PU0426
 PU0426                          SUPERSEDED SURVEY CONTROL
 PU0426
 PU0426  NGVD 29 (??/??/92)  889.513  (m)         2918.34   (f) ADJ UNCH    2 0
 PU0426
 PU0426.Superseded values are not recommended for survey control.
 PU0426
 PU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0426.See file dsdata.pdf to determine how the superseded data were derived.
 PU0426
 PU0426_MARKER: DB = BENCH MARK DISK
 PU0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0426_STAMPING: W 367 1962
 PU0426_MARK LOGO: CGS
 PU0426_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0426+STABILITY: SURFACE MOTION
 PU0426
 PU0426  HISTORY     - Date     Condition        Report By
 PU0426  HISTORY     - 1962     MONUMENTED       CGS
 PU0426
 PU0426                          STATION DESCRIPTION
 PU0426
 PU0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0426'6.3 MI S FROM CREIGHTON.
 PU0426'ABOUT 6.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0426'AND SERVICE STATION AT CREIGHTON, 31 FEET EAST OF THE CENTER LINE
 PU0426'OF THE ROAD, 84 FEET EAST-NORTHEAST OF AND ACROSS THE GRAVELED
 PU0426'ROAD FROM A POWER POLE BEARING NO. 1-253A, 16 FEET NORTH OF THE
 PU0426'EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING WEST, 19 1/2 FEET
 PU0426'NORTH OF THE CENTER OF A WIRE GATE, 2.0 FEET WEST OF A FENCE, 2.0
 PU0426'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU0426'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0426'5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1769 ***********************************************************************
 PU1769  DESIGNATION -  W 368
 PU1769  PID         -  PU1769
 PU1769  STATE/COUNTY-  SD/BUTTE
 PU1769  COUNTRY     -  US
 PU1769  USGS QUAD   -  MUD BUTTES (2017)
 PU1769
 PU1769                         *CURRENT SURVEY CONTROL
 PU1769  ______________________________________________________________________
 PU1769* NAD 83(1986) POSITION- 44 46 46.     (N) 103 51 08.     (W)   SCALED
 PU1769* NAVD 88 ORTHO HEIGHT -   975.345 (meters)     3199.94  (feet) ADJUSTED
 PU1769  ______________________________________________________________________
 PU1769  GEOID HEIGHT    -        -15.557 (meters)                     GEOID18
 PU1769  DYNAMIC HEIGHT  -        975.081 (meters)     3199.08  (feet) COMP
 PU1769  MODELED GRAVITY -    980,313.2   (mgal)                       NAVD 88
 PU1769
 PU1769  VERT ORDER      -  FIRST     CLASS II
 PU1769
 PU1769.The horizontal coordinates were scaled from a map and have
 PU1769.an estimated accuracy of +/- 6 seconds.
 PU1769
 PU1769.The orthometric height was determined by differential leveling and
 PU1769.adjusted by the NATIONAL GEODETIC SURVEY
 PU1769.in April 2000.
 PU1769
 PU1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1769.GEOID18 height accuracy estimate available here.
 PU1769
 PU1769.Click photographs - Photos may exist for this station.
 PU1769
 PU1769.The dynamic height is computed by dividing the NAVD 88
 PU1769.geopotential number by the normal gravity value computed on the
 PU1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1769.degrees latitude (g = 980.6199 gals.).
 PU1769
 PU1769.The modeled gravity was interpolated from observed gravity values.
 PU1769
 PU1769;                    North         East    Units  Estimated Accuracy
 PU1769;SPC SD N     -   112,390.      295,230.      MT  (+/- 180 meters Scaled)
 PU1769
 PU1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK908590(NAD 83)
 PU1769
 PU1769                          SUPERSEDED SURVEY CONTROL
 PU1769
 PU1769  NAVD 88 (06/15/91)  975.327  (m)         3199.89   (f) SUPERSEDED  1 2
 PU1769  NGVD 29 (??/??/92)  974.846  (m)         3198.31   (f) ADJ UNCH    1 2
 PU1769
 PU1769.Superseded values are not recommended for survey control.
 PU1769
 PU1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1769.See file dsdata.pdf to determine how the superseded data were derived.
 PU1769
 PU1769_MARKER: DB = BENCH MARK DISK
 PU1769_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1769_STAMPING: W 368 1962
 PU1769_MARK LOGO: CGS
 PU1769_PROJECTION: PROJECTING 4 CENTIMETERS
 PU1769_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1769+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1769_ROD/PIPE-DEPTH: 3.7 meters
 PU1769
 PU1769  HISTORY     - Date     Condition        Report By
 PU1769  HISTORY     - 1962     MONUMENTED       CGS
 PU1769  HISTORY     - 19980920 GOOD             NGS
 PU1769
 PU1769                          STATION DESCRIPTION
 PU1769
 PU1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1769'7.7 MI N FROM BELLE FOURCHE.
 PU1769'ABOUT 7.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1769'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 34,
 PU1769'T 10 N, R 2 E, 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1769'60 FEET SOUTH OF A TELEPHONE POLE, 132 FEET EAST AND ACROSS THE
 PU1769'HIGHWAY FROM A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.6 FEET
 PU1769'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 PU1769'HIGHWAY, ON A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 PU1769'DEPTH OF 12 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 8-INCHES.
 PU1769
 PU1769                          STATION RECOVERY (1998)
 PU1769
 PU1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1769'11.0 KM (6.85 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1769'U.S. HIGHWAY 212 IN BELLE FOURCHE, 745.0 M (2444.2 FT) NORTH OF
 PU1769'MILEPOST 63, 101.3 M (332.3 FT) EAST OF THE HIGHWAY CENTERLINE, 61.1 M
 PU1769'(200.5 FT) EAST OF A WITNESS POST AND FENCE, AND 19.9 M (65.3 FT) EAST
 PU1769'OF THE CENTER OF AN OLD HIGHWAY GRADE.  NOTE--THE DISK IS ENCASED IN A
 PU1769'4-INCH TILE PIPE THAT PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND
 PU1769'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY MAURICE HANIFY,
 PU1769'HC 69, BOX 38, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0200 ***********************************************************************
 OS0200  DESIGNATION -  W 369
 OS0200  PID         -  OS0200
 OS0200  STATE/COUNTY-  SD/JONES
 OS0200  COUNTRY     -  US
 OS0200  USGS QUAD   -  OKATON NE (2017)
 OS0200
 OS0200                         *CURRENT SURVEY CONTROL
 OS0200  ______________________________________________________________________
 OS0200* NAD 83(1986) POSITION- 43 53 40.     (N) 100 46 40.     (W)   SCALED
 OS0200* NAVD 88 ORTHO HEIGHT -   730.042 (meters)     2395.15  (feet) ADJUSTED
 OS0200  ______________________________________________________________________
 OS0200  GEOID HEIGHT    -        -23.920 (meters)                     GEOID18
 OS0200  DYNAMIC HEIGHT  -        729.806 (meters)     2394.37  (feet) COMP
 OS0200  MODELED GRAVITY -    980,271.2   (mgal)                       NAVD 88
 OS0200
 OS0200  VERT ORDER      -  FIRST     CLASS II
 OS0200
 OS0200.The horizontal coordinates were scaled from a map and have
 OS0200.an estimated accuracy of +/- 6 seconds.
 OS0200
 OS0200.The orthometric height was determined by differential leveling and
 OS0200.adjusted by the NATIONAL GEODETIC SURVEY
 OS0200.in June 1991.
 OS0200
 OS0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0200.GEOID18 height accuracy estimate available here.
 OS0200
 OS0200.Click photographs - Photos may exist for this station.
 OS0200
 OS0200.The dynamic height is computed by dividing the NAVD 88
 OS0200.geopotential number by the normal gravity value computed on the
 OS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0200.degrees latitude (g = 980.6199 gals.).
 OS0200
 OS0200.The modeled gravity was interpolated from observed gravity values.
 OS0200
 OS0200;                    North         East    Units  Estimated Accuracy
 OS0200;SPC SD S     -   173,520.      564,290.      MT  (+/- 180 meters Scaled)
 OS0200
 OS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP572616(NAD 83)
 OS0200
 OS0200                          SUPERSEDED SURVEY CONTROL
 OS0200
 OS0200  NGVD 29 (??/??/92)  729.554  (m)         2393.55   (f) ADJ UNCH    1 2
 OS0200
 OS0200.Superseded values are not recommended for survey control.
 OS0200
 OS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0200.See file dsdata.pdf to determine how the superseded data were derived.
 OS0200
 OS0200_MARKER: DB = BENCH MARK DISK
 OS0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0200_STAMPING: W 369 1962
 OS0200_MARK LOGO: CGS
 OS0200_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0200+STABILITY: SURFACE MOTION
 OS0200
 OS0200  HISTORY     - Date     Condition        Report By
 OS0200  HISTORY     - 1962     MONUMENTED       CGS
 OS0200  HISTORY     - 1985     GOOD             NGS
 OS0200
 OS0200                          STATION DESCRIPTION
 OS0200
 OS0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0200'3.6 MI W FROM MURDO.
 OS0200'ABOUT 3.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0200'PACIFIC RAILROAD FROM THE STATION AT MURDO, IN SECTION 4, T 2 S,
 OS0200'R 28 E, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET NORTHEAST
 OS0200'OF MILE POST 520, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 OS0200'ABOUT LEVEL WITH THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 OS0200'PROJECTING 6 INCHES.
 OS0200
 OS0200                          STATION RECOVERY (1985)
 OS0200
 OS0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0200'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.14
 OS0200'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE 1.00
 OS0200'KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE 4.36 KM
 OS0200'(2.71 MI) WEST ALONG A DIRT ROAD FOLLOWING THE SECTION LINE, IN THE
 OS0200'EAST CORNER OF THE JUNCTION OF THE OLD ABANDON RAILROAD, 61.0 METERS
 OS0200'(200 FT) NORTH OF THE CENTER OF THE ROAD AND 10.7 METERS (35 FT)
 OS0200'SOUTHEAST OF THE SOUTHEAST RAIL.
 OS0200'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 OS0200'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0229 ***********************************************************************
 OS0229  DESIGNATION -  W 37
 OS0229  PID         -  OS0229
 OS0229  STATE/COUNTY-  SD/MELLETTE
 OS0229  COUNTRY     -  US
 OS0229  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0229
 OS0229                         *CURRENT SURVEY CONTROL
 OS0229  ______________________________________________________________________
 OS0229* NAD 83(1986) POSITION- 43 32 16.     (N) 100 44 15.     (W)   SCALED
 OS0229* NAVD 88 ORTHO HEIGHT -   678.702 (meters)     2226.71  (feet) ADJUSTED
 OS0229  ______________________________________________________________________
 OS0229  GEOID HEIGHT    -        -23.860 (meters)                     GEOID18
 OS0229  DYNAMIC HEIGHT  -        678.455 (meters)     2225.90  (feet) COMP
 OS0229  MODELED GRAVITY -    980,235.2   (mgal)                       NAVD 88
 OS0229
 OS0229  VERT ORDER      -  FIRST     CLASS II
 OS0229
 OS0229.The horizontal coordinates were scaled from a map and have
 OS0229.an estimated accuracy of +/- 6 seconds.
 OS0229
 OS0229.The orthometric height was determined by differential leveling and
 OS0229.adjusted by the NATIONAL GEODETIC SURVEY
 OS0229.in June 1991.
 OS0229
 OS0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0229.GEOID18 height accuracy estimate available here.
 OS0229
 OS0229.Click photographs - Photos may exist for this station.
 OS0229
 OS0229.The dynamic height is computed by dividing the NAVD 88
 OS0229.geopotential number by the normal gravity value computed on the
 OS0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0229.degrees latitude (g = 980.6199 gals.).
 OS0229
 OS0229.The modeled gravity was interpolated from observed gravity values.
 OS0229
 OS0229;                    North         East    Units  Estimated Accuracy
 OS0229;SPC SD S     -   133,880.      567,340.      MT  (+/- 180 meters Scaled)
 OS0229
 OS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP596220(NAD 83)
 OS0229
 OS0229                          SUPERSEDED SURVEY CONTROL
 OS0229
 OS0229  NGVD 29 (??/??/92)  678.267  (m)         2225.28   (f) ADJ UNCH    1 2
 OS0229
 OS0229.Superseded values are not recommended for survey control.
 OS0229
 OS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0229.See file dsdata.pdf to determine how the superseded data were derived.
 OS0229
 OS0229_MARKER: DB = BENCH MARK DISK
 OS0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0229_STAMPING: W 37 1933
 OS0229_MARK LOGO: CGS
 OS0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0229+STABILITY: SURFACE MOTION
 OS0229
 OS0229  HISTORY     - Date     Condition        Report By
 OS0229  HISTORY     - 1933     MONUMENTED       CGS
 OS0229  HISTORY     - 1941     GOOD             CGS
 OS0229  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0229
 OS0229                          STATION DESCRIPTION
 OS0229
 OS0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OS0229'2.2 MI S FROM WHITE RIVER.
 OS0229'2.25 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM WHITE RIVER, MELLETTE
 OS0229'COUNTY, 1/4 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 40,
 OS0229'0.5 MILE SOUTH OF A TURN IN THE HIGHWAY, 19 YARDS EAST OF THE
 OS0229'CENTERLINE OF THE HIGHWAY, AND ACROSS THE HIGHWAY FROM THE NORTH
 OS0229'END OF THE WEST GUARD FENCE.  A STANDARD DISK, STAMPED W 37 1933
 OS0229'AND SET IN THE TOP OF A CONCRETE POST.
 OS0229
 OS0229                          STATION RECOVERY (1992)
 OS0229
 OS0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0229'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0278 ***********************************************************************
 OS0278  DESIGNATION -  W 370
 OS0278  PID         -  OS0278
 OS0278  STATE/COUNTY-  SD/JACKSON
 OS0278  COUNTRY     -  US
 OS0278  USGS QUAD   -  BELVIDERE (2017)
 OS0278
 OS0278                         *CURRENT SURVEY CONTROL
 OS0278  ______________________________________________________________________
 OS0278* NAD 83(1986) POSITION- 43 50 10.     (N) 101 18 12.     (W)   SCALED
 OS0278* NAVD 88 ORTHO HEIGHT -   710.783 (meters)     2331.96  (feet) ADJUSTED
 OS0278  ______________________________________________________________________
 OS0278  GEOID HEIGHT    -        -22.399 (meters)                     GEOID18
 OS0278  DYNAMIC HEIGHT  -        710.550 (meters)     2331.20  (feet) COMP
 OS0278  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OS0278
 OS0278  VERT ORDER      -  FIRST     CLASS II
 OS0278
 OS0278.The horizontal coordinates were scaled from a map and have
 OS0278.an estimated accuracy of +/- 6 seconds.
 OS0278
 OS0278.The orthometric height was determined by differential leveling and
 OS0278.adjusted by the NATIONAL GEODETIC SURVEY
 OS0278.in June 1991.
 OS0278
 OS0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0278.GEOID18 height accuracy estimate available here.
 OS0278
 OS0278.Click photographs - Photos may exist for this station.
 OS0278
 OS0278.The dynamic height is computed by dividing the NAVD 88
 OS0278.geopotential number by the normal gravity value computed on the
 OS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0278.degrees latitude (g = 980.6199 gals.).
 OS0278
 OS0278.The modeled gravity was interpolated from observed gravity values.
 OS0278
 OS0278;                    North         East    Units  Estimated Accuracy
 OS0278;SPC SD S     -   167,400.      522,000.      MT  (+/- 180 meters Scaled)
 OS0278
 OS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP148562(NAD 83)
 OS0278
 OS0278                          SUPERSEDED SURVEY CONTROL
 OS0278
 OS0278  NGVD 29 (??/??/92)  710.312  (m)         2330.42   (f) ADJ UNCH    1 2
 OS0278
 OS0278.Superseded values are not recommended for survey control.
 OS0278
 OS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0278.See file dsdata.pdf to determine how the superseded data were derived.
 OS0278
 OS0278_MARKER: DB = BENCH MARK DISK
 OS0278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0278_SP_SET: WINGWALL
 OS0278_STAMPING: W 370 1962
 OS0278_MARK LOGO: CGS
 OS0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0278+STABILITY: SURFACE MOTION
 OS0278
 OS0278  HISTORY     - Date     Condition        Report By
 OS0278  HISTORY     - 1962     MONUMENTED       CGS
 OS0278  HISTORY     - 1985     GOOD             NGS
 OS0278
 OS0278                          STATION DESCRIPTION
 OS0278
 OS0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0278'1.6 MI W FROM BELVIDERE.
 OS0278'ABOUT 1.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0278'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0278'25, T 2 S, R 23 E, ABOUT 400 FEET NORTH OF THE TRACKS, 15 POLES
 OS0278'WEST OF MILE POST 550, 18 FEET SOUTH OF THE CENTER LINE OF THE
 OS0278'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 OS0278'THE SOUTHEAST WINGWALL OF A CONCRETE BRIDGE ON U.S. HIGHWAY 16.
 OS0278
 OS0278                          STATION RECOVERY (1985)
 OS0278
 OS0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0278'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 OS0278'MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT BELVIDERE,
 OS0278'THENCE 2.55 KM (1.6 MI) WEST ALONG OLD US HIGHWAY 16, IN TOP OF THE
 OS0278'SOUTHEAST WINGWALL FOR A BRIDGE AND 5.5 METERS (18 FT) SOUTH OF THE
 OS0278'HIGHWAY CENTERLINE.
 OS0278'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0369 ***********************************************************************
 OS0369  DESIGNATION -  W 371
 OS0369  PID         -  OS0369
 OS0369  STATE/COUNTY-  SD/JACKSON
 OS0369  COUNTRY     -  US
 OS0369  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0369
 OS0369                         *CURRENT SURVEY CONTROL
 OS0369  ______________________________________________________________________
 OS0369* NAD 83(1986) POSITION- 43 57 55.     (N) 101 39 41.     (W)   SCALED
 OS0369* NAVD 88 ORTHO HEIGHT -   727.381 (meters)     2386.42  (feet) ADJUSTED
 OS0369  ______________________________________________________________________
 OS0369  GEOID HEIGHT    -        -21.103 (meters)                     GEOID18
 OS0369  DYNAMIC HEIGHT  -        727.157 (meters)     2385.68  (feet) COMP
 OS0369  MODELED GRAVITY -    980,286.9   (mgal)                       NAVD 88
 OS0369
 OS0369  VERT ORDER      -  FIRST     CLASS II
 OS0369
 OS0369.The horizontal coordinates were scaled from a map and have
 OS0369.an estimated accuracy of +/- 6 seconds.
 OS0369
 OS0369.The orthometric height was determined by differential leveling and
 OS0369.adjusted by the NATIONAL GEODETIC SURVEY
 OS0369.in June 1991.
 OS0369
 OS0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0369.GEOID18 height accuracy estimate available here.
 OS0369
 OS0369.Click photographs - Photos may exist for this station.
 OS0369
 OS0369.The dynamic height is computed by dividing the NAVD 88
 OS0369.geopotential number by the normal gravity value computed on the
 OS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0369.degrees latitude (g = 980.6199 gals.).
 OS0369
 OS0369.The modeled gravity was interpolated from observed gravity values.
 OS0369
 OS0369;                    North         East    Units  Estimated Accuracy
 OS0369;SPC SD S     -   182,150.      493,430.      MT  (+/- 180 meters Scaled)
 OS0369
 OS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP864714(NAD 83)
 OS0369
 OS0369                          SUPERSEDED SURVEY CONTROL
 OS0369
 OS0369  NGVD 29 (??/??/92)  726.923  (m)         2384.91   (f) ADJ UNCH    1 2
 OS0369
 OS0369.Superseded values are not recommended for survey control.
 OS0369
 OS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0369.See file dsdata.pdf to determine how the superseded data were derived.
 OS0369
 OS0369_MARKER: DB = BENCH MARK DISK
 OS0369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0369_SP_SET: CULVERT HEADWALL
 OS0369_STAMPING: W 371 1962
 OS0369_MARK LOGO: CGS
 OS0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0369+STABILITY: SURFACE MOTION
 OS0369
 OS0369  HISTORY     - Date     Condition        Report By
 OS0369  HISTORY     - 1962     MONUMENTED       CGS
 OS0369
 OS0369                          STATION DESCRIPTION
 OS0369
 OS0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0369'5.4 MI S FROM PHILIP.
 OS0369'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0369'AND NORTH WESTERN RAILROAD STATION AT PHILIP, AT THE INTERSECTION
 OS0369'OF AN EAST-WEST ROAD, 42 FEET EAST OF THE CENTERLINE OF THE
 OS0369'HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 OS0369'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 OS0369'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 10X10-FOOT
 OS0369'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0303 ***********************************************************************
 OS0303  DESIGNATION -  W 372
 OS0303  PID         -  OS0303
 OS0303  STATE/COUNTY-  SD/JACKSON
 OS0303  COUNTRY     -  US
 OS0303  USGS QUAD   -  BELVIDERE SW (2017)
 OS0303
 OS0303                         *CURRENT SURVEY CONTROL
 OS0303  ______________________________________________________________________
 OS0303* NAD 83(1986) POSITION- 43 50 43.     (N) 101 27 45.     (W)   SCALED
 OS0303* NAVD 88 ORTHO HEIGHT -   738.216 (meters)     2421.96  (feet) ADJUSTED
 OS0303  ______________________________________________________________________
 OS0303  GEOID HEIGHT    -        -21.804 (meters)                     GEOID18
 OS0303  DYNAMIC HEIGHT  -        737.975 (meters)     2421.17  (feet) COMP
 OS0303  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 OS0303
 OS0303  VERT ORDER      -  FIRST     CLASS II
 OS0303
 OS0303.The horizontal coordinates were scaled from a map and have
 OS0303.an estimated accuracy of +/- 6 seconds.
 OS0303
 OS0303.The orthometric height was determined by differential leveling and
 OS0303.adjusted by the NATIONAL GEODETIC SURVEY
 OS0303.in June 1991.
 OS0303
 OS0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0303.GEOID18 height accuracy estimate available here.
 OS0303
 OS0303.Click photographs - Photos may exist for this station.
 OS0303
 OS0303.The dynamic height is computed by dividing the NAVD 88
 OS0303.geopotential number by the normal gravity value computed on the
 OS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0303.degrees latitude (g = 980.6199 gals.).
 OS0303
 OS0303.The modeled gravity was interpolated from observed gravity values.
 OS0303
 OS0303;                    North         East    Units  Estimated Accuracy
 OS0303;SPC SD S     -   168,580.      509,210.      MT  (+/- 180 meters Scaled)
 OS0303
 OS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP020576(NAD 83)
 OS0303
 OS0303                          SUPERSEDED SURVEY CONTROL
 OS0303
 OS0303  NGVD 29 (??/??/92)  737.740  (m)         2420.40   (f) ADJ UNCH    1 2
 OS0303
 OS0303.Superseded values are not recommended for survey control.
 OS0303
 OS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0303.See file dsdata.pdf to determine how the superseded data were derived.
 OS0303
 OS0303_MARKER: DB = BENCH MARK DISK
 OS0303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0303_STAMPING: W 372 1962
 OS0303_MARK LOGO: CGS
 OS0303_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0303_ROD/PIPE-DEPTH: 4.0 meters
 OS0303
 OS0303  HISTORY     - Date     Condition        Report By
 OS0303  HISTORY     - 1962     MONUMENTED       CGS
 OS0303
 OS0303                          STATION DESCRIPTION
 OS0303
 OS0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0303'2.8 MI NE FROM KADOKA.
 OS0303'ABOUT 2.75 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0303'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, 2 POLES
 OS0303'EAST OF MILE POST 559, 45 1/2 FEET NORTH OF NORTH RAIL, 93 FEET
 OS0303'WEST OF A T FENCE NORTH, 1 1/2 FEET SOUTH OF A FENCE, 1.1 FEET
 OS0303'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 OS0303'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 OS0303'DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 OS0303'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0386 ***********************************************************************
 PU0386  DESIGNATION -  W 373
 PU0386  PID         -  PU0386
 PU0386  STATE/COUNTY-  SD/PENNINGTON
 PU0386  COUNTRY     -  US
 PU0386  USGS QUAD   -  PEDRO (2017)
 PU0386
 PU0386                         *CURRENT SURVEY CONTROL
 PU0386  ______________________________________________________________________
 PU0386* NAD 83(1986) POSITION- 44 28 41.     (N) 102 02 15.     (W)   SCALED
 PU0386* NAVD 88 ORTHO HEIGHT -   684.780 (meters)     2246.65  (feet) ADJUSTED
 PU0386  ______________________________________________________________________
 PU0386  GEOID HEIGHT    -        -19.917 (meters)                     GEOID18
 PU0386  DYNAMIC HEIGHT  -        684.622 (meters)     2246.13  (feet) COMP
 PU0386  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 PU0386
 PU0386  VERT ORDER      -  SECOND    CLASS 0
 PU0386
 PU0386.The horizontal coordinates were scaled from a map and have
 PU0386.an estimated accuracy of +/- 6 seconds.
 PU0386
 PU0386.The orthometric height was determined by differential leveling and
 PU0386.adjusted by the NATIONAL GEODETIC SURVEY
 PU0386.in June 1991.
 PU0386
 PU0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0386.GEOID18 height accuracy estimate available here.
 PU0386
 PU0386.Click photographs - Photos may exist for this station.
 PU0386
 PU0386.The dynamic height is computed by dividing the NAVD 88
 PU0386.geopotential number by the normal gravity value computed on the
 PU0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0386.degrees latitude (g = 980.6199 gals.).
 PU0386
 PU0386.The modeled gravity was interpolated from observed gravity values.
 PU0386
 PU0386;                    North         East    Units  Estimated Accuracy
 PU0386;SPC SD S     -   239,660.      464,420.      MT  (+/- 180 meters Scaled)
 PU0386
 PU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK356292(NAD 83)
 PU0386
 PU0386                          SUPERSEDED SURVEY CONTROL
 PU0386
 PU0386  NGVD 29 (??/??/92)  684.337  (m)         2245.20   (f) ADJ UNCH    2 0
 PU0386
 PU0386.Superseded values are not recommended for survey control.
 PU0386
 PU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0386.See file dsdata.pdf to determine how the superseded data were derived.
 PU0386
 PU0386_MARKER: DB = BENCH MARK DISK
 PU0386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0386_STAMPING: W 373 1962
 PU0386_MARK LOGO: CGS
 PU0386_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0386_ROD/PIPE-DEPTH: 4.9 meters
 PU0386
 PU0386  HISTORY     - Date     Condition        Report By
 PU0386  HISTORY     - 1962     MONUMENTED       CGS
 PU0386
 PU0386                          STATION DESCRIPTION
 PU0386
 PU0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0386'7.6 MI NE FROM PEDRO.
 PU0386'ABOUT 0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0386'AT PEDRO, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 PU0386'6.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN SECTION 11.
 PU0386'T 6 N, R 17 E, 38 FEET EAST OF THE CENTER OF A WIRE GATE, 1 1/2
 PU0386'FEET NORTH OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS POST,
 PU0386'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 PU0386'5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET
 PU0386'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0368 ***********************************************************************
 PU0368  DESIGNATION -  W 374
 PU0368  PID         -  PU0368
 PU0368  STATE/COUNTY-  SD/PENNINGTON
 PU0368  COUNTRY     -  US
 PU0368  USGS QUAD   -  PEDRO SE (2017)
 PU0368
 PU0368                         *CURRENT SURVEY CONTROL
 PU0368  ______________________________________________________________________
 PU0368* NAD 83(1986) POSITION- 44 18 32.     (N) 102 02 50.     (W)   SCALED
 PU0368* NAVD 88 ORTHO HEIGHT -   812.132 (meters)     2664.47  (feet) ADJUSTED
 PU0368  ______________________________________________________________________
 PU0368  GEOID HEIGHT    -        -19.789 (meters)                     GEOID18
 PU0368  DYNAMIC HEIGHT  -        811.906 (meters)     2663.73  (feet) COMP
 PU0368  MODELED GRAVITY -    980,313.1   (mgal)                       NAVD 88
 PU0368
 PU0368  VERT ORDER      -  SECOND    CLASS 0
 PU0368
 PU0368.The horizontal coordinates were scaled from a map and have
 PU0368.an estimated accuracy of +/- 6 seconds.
 PU0368
 PU0368.The orthometric height was determined by differential leveling and
 PU0368.adjusted by the NATIONAL GEODETIC SURVEY
 PU0368.in June 1991.
 PU0368
 PU0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0368.GEOID18 height accuracy estimate available here.
 PU0368
 PU0368.Click photographs - Photos may exist for this station.
 PU0368
 PU0368.The dynamic height is computed by dividing the NAVD 88
 PU0368.geopotential number by the normal gravity value computed on the
 PU0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0368.degrees latitude (g = 980.6199 gals.).
 PU0368
 PU0368.The modeled gravity was interpolated from observed gravity values.
 PU0368
 PU0368;                    North         East    Units  Estimated Accuracy
 PU0368;SPC SD S     -   220,890.      463,260.      MT  (+/- 180 meters Scaled)
 PU0368
 PU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK355104(NAD 83)
 PU0368
 PU0368                          SUPERSEDED SURVEY CONTROL
 PU0368
 PU0368  NGVD 29 (??/??/92)  811.667  (m)         2662.94   (f) ADJ UNCH    2 0
 PU0368
 PU0368.Superseded values are not recommended for survey control.
 PU0368
 PU0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0368.See file dsdata.pdf to determine how the superseded data were derived.
 PU0368
 PU0368_MARKER: DB = BENCH MARK DISK
 PU0368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0368_STAMPING: W 374 1962
 PU0368_MARK LOGO: CGS
 PU0368_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0368_ROD/PIPE-DEPTH: 4.9 meters
 PU0368
 PU0368  HISTORY     - Date     Condition        Report By
 PU0368  HISTORY     - 1962     MONUMENTED       CGS
 PU0368  HISTORY     - 1962     GOOD             CGS
 PU0368
 PU0368                          STATION DESCRIPTION
 PU0368
 PU0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0368'11.2 MI NW FROM HILLAND.
 PU0368'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0368'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0368'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0368'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0368'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0368'AT THE INTERSECTION OF A NORTH-SOUTH ROAD, IN SECTION 10, T 4 N,
 PU0368'R 17 E, 39 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 85
 PU0368'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 97 FEET
 PU0368'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 34 FEET
 PU0368'EAST OF A POWER POLE, 3 FEET NORTH OF A FENCE, 1.1 FEET EAST OF
 PU0368'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, CLAMPED ON A
 PU0368'5/8 INCH COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET,
 PU0368'AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 PU0368
 PU0368                          STATION RECOVERY (1962)
 PU0368
 PU0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0676 ***********************************************************************
 PT0676  DESIGNATION -  W 375
 PT0676  PID         -  PT0676
 PT0676  STATE/COUNTY-  SD/HAAKON
 PT0676  COUNTRY     -  US
 PT0676  USGS QUAD   -  HILLAND NW (2017)
 PT0676
 PT0676                         *CURRENT SURVEY CONTROL
 PT0676  ______________________________________________________________________
 PT0676* NAD 83(1986) POSITION- 44 23 13.     (N) 101 56 28.     (W)   SCALED
 PT0676* NAVD 88 ORTHO HEIGHT -   760.572 (meters)     2495.31  (feet) ADJUSTED
 PT0676  ______________________________________________________________________
 PT0676  GEOID HEIGHT    -        -20.150 (meters)                     GEOID18
 PT0676  DYNAMIC HEIGHT  -        760.372 (meters)     2494.65  (feet) COMP
 PT0676  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 PT0676
 PT0676  VERT ORDER      -  SECOND    CLASS 0
 PT0676
 PT0676.The horizontal coordinates were scaled from a map and have
 PT0676.an estimated accuracy of +/- 6 seconds.
 PT0676
 PT0676.The orthometric height was determined by differential leveling and
 PT0676.adjusted by the NATIONAL GEODETIC SURVEY
 PT0676.in June 1991.
 PT0676
 PT0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0676.GEOID18 height accuracy estimate available here.
 PT0676
 PT0676.Click photographs - Photos may exist for this station.
 PT0676
 PT0676.The dynamic height is computed by dividing the NAVD 88
 PT0676.geopotential number by the normal gravity value computed on the
 PT0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0676.degrees latitude (g = 980.6199 gals.).
 PT0676
 PT0676.The modeled gravity was interpolated from observed gravity values.
 PT0676
 PT0676;                    North         East    Units  Estimated Accuracy
 PT0676;SPC SD S     -   229,390.      471,900.      MT  (+/- 180 meters Scaled)
 PT0676
 PT0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ657190(NAD 83)
 PT0676
 PT0676                          SUPERSEDED SURVEY CONTROL
 PT0676
 PT0676  NGVD 29 (??/??/92)  760.110  (m)         2493.79   (f) ADJ UNCH    2 0
 PT0676
 PT0676.Superseded values are not recommended for survey control.
 PT0676
 PT0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0676.See file dsdata.pdf to determine how the superseded data were derived.
 PT0676
 PT0676_MARKER: DB = BENCH MARK DISK
 PT0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0676_STAMPING: W 375 1962
 PT0676_MARK LOGO: CGS
 PT0676_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0676+STABILITY: SURFACE MOTION
 PT0676
 PT0676  HISTORY     - Date     Condition        Report By
 PT0676  HISTORY     - 1962     MONUMENTED       CGS
 PT0676
 PT0676                          STATION DESCRIPTION
 PT0676
 PT0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0676'19.1 MI SE FROM HOWES.
 PT0676'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0676'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAYS
 PT0676'73 AND 34, THENCE 17.05 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 PT0676'THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, OR 1.5 MILES WEST
 PT0676'ALONG A GRAVELED ROAD FROM THE CHURCH AND CEMETERY AT HILLAND,
 PT0676'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 PT0676'WEST ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES NORTH ALONG A
 PT0676'GRAVELED ROAD, THENCE 1.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0676'THENCE 1.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 3.9
 PT0676'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 15, T 5 N, R 18 E,
 PT0676'ON THE OUTSIDE OF A CURVE AND 127 FEET SOUTHWEST OF THE CENTER
 PT0676'LINE OF THE ROAD, 110 FEET NORTH OF A FENCE CORNER, 2 1/2 FEET
 PT0676'EAST OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PT0676'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PT0676'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2031 ***********************************************************************
 PU2031  DESIGNATION -  W 377
 PU2031  PID         -  PU2031
 PU2031  STATE/COUNTY-  SD/BUTTE
 PU2031  COUNTRY     -  US
 PU2031  USGS QUAD   -  NISLAND (2017)
 PU2031
 PU2031                         *CURRENT SURVEY CONTROL
 PU2031  ______________________________________________________________________
 PU2031* NAD 83(1986) POSITION- 44 39 43.     (N) 103 34 09.     (W)   SCALED
 PU2031* NAVD 88 ORTHO HEIGHT -   870.995 (meters)     2857.59  (feet) ADJUSTED
 PU2031  ______________________________________________________________________
 PU2031  GEOID HEIGHT    -        -15.935 (meters)                     GEOID18
 PU2031  DYNAMIC HEIGHT  -        870.762 (meters)     2856.83  (feet) COMP
 PU2031  MODELED GRAVITY -    980,320.6   (mgal)                       NAVD 88
 PU2031
 PU2031  VERT ORDER      -  SECOND    CLASS 0
 PU2031
 PU2031.The horizontal coordinates were scaled from a map and have
 PU2031.an estimated accuracy of +/- 6 seconds.
 PU2031
 PU2031.The orthometric height was determined by differential leveling and
 PU2031.adjusted by the NATIONAL GEODETIC SURVEY
 PU2031.in June 1991.
 PU2031
 PU2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2031.GEOID18 height accuracy estimate available here.
 PU2031
 PU2031.Click photographs - Photos may exist for this station.
 PU2031
 PU2031.The dynamic height is computed by dividing the NAVD 88
 PU2031.geopotential number by the normal gravity value computed on the
 PU2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2031.degrees latitude (g = 980.6199 gals.).
 PU2031
 PU2031.The modeled gravity was interpolated from observed gravity values.
 PU2031
 PU2031;                    North         East    Units  Estimated Accuracy
 PU2031;SPC SD N     -    98,320.      317,040.      MT  (+/- 180 meters Scaled)
 PU2031
 PU2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK134463(NAD 83)
 PU2031
 PU2031                          SUPERSEDED SURVEY CONTROL
 PU2031
 PU2031  NGVD 29 (??/??/92)  870.508  (m)         2855.99   (f) ADJ UNCH    2 0
 PU2031
 PU2031.Superseded values are not recommended for survey control.
 PU2031
 PU2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2031.See file dsdata.pdf to determine how the superseded data were derived.
 PU2031
 PU2031_MARKER: DB = BENCH MARK DISK
 PU2031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2031_SP_SET: BRIDGE
 PU2031_STAMPING: W 377 1962
 PU2031_MARK LOGO: CGS
 PU2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2031
 PU2031  HISTORY     - Date     Condition        Report By
 PU2031  HISTORY     - 1962     MONUMENTED       CGS
 PU2031
 PU2031                          STATION DESCRIPTION
 PU2031
 PU2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2031'1.6 MI SW FROM NISLAND.
 PU2031'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2031'NORTHWESTERN RAILWAY STATION AT NISLAND, THENCE 0.6 MILE WEST
 PU2031'ALONG A GRAVELED ROAD, IN THE TOP OF THE SOUTHWEST END OF THE
 PU2031'SOUTHEAST CONCRETE PIER OF A STEEL TRUSS BRIDGE OVER
 PU2031'STINKINGWATER CREEK, 10 FEET SOUTHWEST OF THE CENTER LINE OF
 PU2031'THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0559 ***********************************************************************
 PU0559  DESIGNATION -  W 378
 PU0559  PID         -  PU0559
 PU0559  STATE/COUNTY-  SD/PENNINGTON
 PU0559  COUNTRY     -  US
 PU0559  USGS QUAD   -  RAINY CREEK (2017)
 PU0559
 PU0559                         *CURRENT SURVEY CONTROL
 PU0559  ______________________________________________________________________
 PU0559* NAD 83(1986) POSITION- 44 14 51.     (N) 102 07 38.     (W)   SCALED
 PU0559* NAVD 88 ORTHO HEIGHT -   766.827 (meters)     2515.83  (feet) ADJUSTED
 PU0559  ______________________________________________________________________
 PU0559  GEOID HEIGHT    -        -19.528 (meters)                     GEOID18
 PU0559  DYNAMIC HEIGHT  -        766.617 (meters)     2515.14  (feet) COMP
 PU0559  MODELED GRAVITY -    980,318.5   (mgal)                       NAVD 88
 PU0559
 PU0559  VERT ORDER      -  SECOND    CLASS 0
 PU0559
 PU0559.The horizontal coordinates were scaled from a map and have
 PU0559.an estimated accuracy of +/- 6 seconds.
 PU0559
 PU0559.The orthometric height was determined by differential leveling and
 PU0559.adjusted by the NATIONAL GEODETIC SURVEY
 PU0559.in June 1991.
 PU0559
 PU0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0559.GEOID18 height accuracy estimate available here.
 PU0559
 PU0559.Click photographs - Photos may exist for this station.
 PU0559
 PU0559.The dynamic height is computed by dividing the NAVD 88
 PU0559.geopotential number by the normal gravity value computed on the
 PU0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0559.degrees latitude (g = 980.6199 gals.).
 PU0559
 PU0559.The modeled gravity was interpolated from observed gravity values.
 PU0559
 PU0559;                    North         East    Units  Estimated Accuracy
 PU0559;SPC SD S     -   214,200.      456,730.      MT  (+/- 180 meters Scaled)
 PU0559
 PU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK293033(NAD 83)
 PU0559
 PU0559                          SUPERSEDED SURVEY CONTROL
 PU0559
 PU0559  NGVD 29 (??/??/92)  766.373  (m)         2514.34   (f) ADJ UNCH    2 0
 PU0559
 PU0559.Superseded values are not recommended for survey control.
 PU0559
 PU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0559.See file dsdata.pdf to determine how the superseded data were derived.
 PU0559
 PU0559_MARKER: DB = BENCH MARK DISK
 PU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0559_STAMPING: W 378 1962
 PU0559_MARK LOGO: CGS
 PU0559_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0559+STABILITY: SURFACE MOTION
 PU0559
 PU0559  HISTORY     - Date     Condition        Report By
 PU0559  HISTORY     - 1962     MONUMENTED       CGS
 PU0559
 PU0559                          STATION DESCRIPTION
 PU0559
 PU0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0559'6.1 MI E FROM CREIGHTON.
 PU0559'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0559'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG
 PU0559'A GRAVELED ROAD, THENCE 1.05 MILES EAST ALONG A TRACK ROAD,
 PU0559'THENCE 0.7 MILE NORTH ALONG A TRACK ROAD TO A VACANT FARMHOUSE,
 PU0559'THENCE 0.3 MILE SOUTHEAST ALONG A ROW OF TELEPHONE POLES, 0.25
 PU0559'MILE SOUTHEAST OF A SMALL EARTH DAM, 66 FEET EAST OF A T FENCE
 PU0559'CORNER, 2.8 FEET NORTH OF A FENCE, 2.6 FEET NORTH OF A METAL
 PU0559'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0559'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0813 ***********************************************************************
 PT0813  DESIGNATION -  W 379
 PT0813  PID         -  PT0813
 PT0813  STATE/COUNTY-  SD/HAAKON
 PT0813  COUNTRY     -  US
 PT0813  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0813
 PT0813                         *CURRENT SURVEY CONTROL
 PT0813  ______________________________________________________________________
 PT0813* NAD 83(1986) POSITION- 44 06 38.     (N) 101 59 16.     (W)   SCALED
 PT0813* NAVD 88 ORTHO HEIGHT -   774.677 (meters)     2541.59  (feet) ADJUSTED
 PT0813  ______________________________________________________________________
 PT0813  GEOID HEIGHT    -        -19.912 (meters)                     GEOID18
 PT0813  DYNAMIC HEIGHT  -        774.449 (meters)     2540.84  (feet) COMP
 PT0813  MODELED GRAVITY -    980,298.5   (mgal)                       NAVD 88
 PT0813
 PT0813  VERT ORDER      -  SECOND    CLASS 0
 PT0813
 PT0813.The horizontal coordinates were scaled from a map and have
 PT0813.an estimated accuracy of +/- 6 seconds.
 PT0813
 PT0813.The orthometric height was determined by differential leveling and
 PT0813.adjusted by the NATIONAL GEODETIC SURVEY
 PT0813.in June 1991.
 PT0813
 PT0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0813.GEOID18 height accuracy estimate available here.
 PT0813
 PT0813.Click photographs - Photos may exist for this station.
 PT0813
 PT0813.The dynamic height is computed by dividing the NAVD 88
 PT0813.geopotential number by the normal gravity value computed on the
 PT0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0813.degrees latitude (g = 980.6199 gals.).
 PT0813
 PT0813.The modeled gravity was interpolated from observed gravity values.
 PT0813
 PT0813;                    North         East    Units  Estimated Accuracy
 PT0813;SPC SD S     -   198,760.      467,570.      MT  (+/- 180 meters Scaled)
 PT0813
 PT0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP608884(NAD 83)
 PT0813
 PT0813                          SUPERSEDED SURVEY CONTROL
 PT0813
 PT0813  NGVD 29 (??/??/92)  774.217  (m)         2540.08   (f) ADJ UNCH    2 0
 PT0813
 PT0813.Superseded values are not recommended for survey control.
 PT0813
 PT0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0813.See file dsdata.pdf to determine how the superseded data were derived.
 PT0813
 PT0813_MARKER: DB = BENCH MARK DISK
 PT0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0813_STAMPING: W 379 1962
 PT0813_MARK LOGO: CGS
 PT0813_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0813+STABILITY: SURFACE MOTION
 PT0813
 PT0813  HISTORY     - Date     Condition        Report By
 PT0813  HISTORY     - 1962     MONUMENTED       CGS
 PT0813
 PT0813                          STATION DESCRIPTION
 PT0813
 PT0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0813'15.8 MI NE FROM QUINN.
 PT0813'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0813'OFFICE AT QUINN, THENCE 7.05 MILES EAST ALONG A GRAVELED ROAD,
 PT0813'65 FEET NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF
 PT0813'THE CENTER LINE OF A DIM TRAIL ROAD LEADING NORTH, 16 FEET
 PT0813'NORTH OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, 1.5
 PT0813'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 PT0813'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0813'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0499 ***********************************************************************
 PU0499  DESIGNATION -  W 380
 PU0499  PID         -  PU0499
 PU0499  STATE/COUNTY-  SD/PENNINGTON
 PU0499  COUNTRY     -  US
 PU0499  USGS QUAD   -  WASTA NE (2017)
 PU0499
 PU0499                         *CURRENT SURVEY CONTROL
 PU0499  ______________________________________________________________________
 PU0499* NAD 83(1986) POSITION- 44 08 21.     (N) 102 19 41.     (W)   SCALED
 PU0499* NAVD 88 ORTHO HEIGHT -   819.601 (meters)     2688.97  (feet) ADJUSTED
 PU0499  ______________________________________________________________________
 PU0499  GEOID HEIGHT    -        -18.857 (meters)                     GEOID18
 PU0499  DYNAMIC HEIGHT  -        819.367 (meters)     2688.21  (feet) COMP
 PU0499  MODELED GRAVITY -    980,305.0   (mgal)                       NAVD 88
 PU0499
 PU0499  VERT ORDER      -  SECOND    CLASS 0
 PU0499
 PU0499.The horizontal coordinates were scaled from a map and have
 PU0499.an estimated accuracy of +/- 6 seconds.
 PU0499
 PU0499.The orthometric height was determined by differential leveling and
 PU0499.adjusted by the NATIONAL GEODETIC SURVEY
 PU0499.in June 1991.
 PU0499
 PU0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0499.GEOID18 height accuracy estimate available here.
 PU0499
 PU0499.Click photographs - Photos may exist for this station.
 PU0499
 PU0499.The dynamic height is computed by dividing the NAVD 88
 PU0499.geopotential number by the normal gravity value computed on the
 PU0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0499.degrees latitude (g = 980.6199 gals.).
 PU0499
 PU0499.The modeled gravity was interpolated from observed gravity values.
 PU0499
 PU0499;                    North         East    Units  Estimated Accuracy
 PU0499;SPC SD S     -   202,530.      440,410.      MT  (+/- 180 meters Scaled)
 PU0499
 PU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ137908(NAD 83)
 PU0499
 PU0499                          SUPERSEDED SURVEY CONTROL
 PU0499
 PU0499  NGVD 29 (??/??/92)  819.150  (m)         2687.49   (f) ADJ UNCH    2 0
 PU0499
 PU0499.Superseded values are not recommended for survey control.
 PU0499
 PU0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0499.See file dsdata.pdf to determine how the superseded data were derived.
 PU0499
 PU0499_MARKER: DB = BENCH MARK DISK
 PU0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0499_STAMPING: W 380 1962
 PU0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0499
 PU0499  HISTORY     - Date     Condition        Report By
 PU0499  HISTORY     - 1962     MONUMENTED       CGS
 PU0499
 PU0499                          STATION DESCRIPTION
 PU0499
 PU0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0499'15.4 MI NW FROM WALL.
 PU0499'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0499'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0499'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 PU0499'MILES WEST ALONG A TRACK ROAD, THENCE 4.9 MILES NORTHWEST ALONG
 PU0499'A GRAVELED ROAD, IN SECTION 16, T 2 N, R 15 E, 120 FEET SOUTHWEST
 PU0499'OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF A POWER POLE
 PU0499'BRACED BY A GUY WIRE, 31 FEET EAST OF A CORNER FENCE POST, 30
 PU0499'FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 1 FOOT NORTH OF A
 PU0499'FENCE, 2.0 FEET WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT 2
 PU0499'FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0499'COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 PU0499'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0094 ***********************************************************************
 OT0094  DESIGNATION -  W 381
 OT0094  PID         -  OT0094
 OT0094  STATE/COUNTY-  SD/PENNINGTON
 OT0094  COUNTRY     -  US
 OT0094  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0094
 OT0094                         *CURRENT SURVEY CONTROL
 OT0094  ______________________________________________________________________
 OT0094* NAD 83(1986) POSITION- 43 57 05.     (N) 102 20 18.     (W)   SCALED
 OT0094* NAVD 88 ORTHO HEIGHT -   881.606 (meters)     2892.40  (feet) ADJUSTED
 OT0094  ______________________________________________________________________
 OT0094  GEOID HEIGHT    -        -18.698 (meters)                     GEOID18
 OT0094  DYNAMIC HEIGHT  -        881.328 (meters)     2891.49  (feet) COMP
 OT0094  MODELED GRAVITY -    980,273.6   (mgal)                       NAVD 88
 OT0094
 OT0094  VERT ORDER      -  SECOND    CLASS 0
 OT0094
 OT0094.The horizontal coordinates were scaled from a map and have
 OT0094.an estimated accuracy of +/- 6 seconds.
 OT0094
 OT0094.The orthometric height was determined by differential leveling and
 OT0094.adjusted by the NATIONAL GEODETIC SURVEY
 OT0094.in June 1991.
 OT0094
 OT0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0094.GEOID18 height accuracy estimate available here.
 OT0094
 OT0094.Click photographs - Photos may exist for this station.
 OT0094
 OT0094.The dynamic height is computed by dividing the NAVD 88
 OT0094.geopotential number by the normal gravity value computed on the
 OT0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0094.degrees latitude (g = 980.6199 gals.).
 OT0094
 OT0094.The modeled gravity was interpolated from observed gravity values.
 OT0094
 OT0094;                    North         East    Units  Estimated Accuracy
 OT0094;SPC SD S     -   181,700.      439,080.      MT  (+/- 180 meters Scaled)
 OT0094
 OT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ135699(NAD 83)
 OT0094
 OT0094                          SUPERSEDED SURVEY CONTROL
 OT0094
 OT0094  NGVD 29 (??/??/92)  881.147  (m)         2890.90   (f) ADJ UNCH    2 0
 OT0094
 OT0094.Superseded values are not recommended for survey control.
 OT0094
 OT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0094.See file dsdata.pdf to determine how the superseded data were derived.
 OT0094
 OT0094_MARKER: DB = BENCH MARK DISK
 OT0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0094_STAMPING: W 381 1962
 OT0094_MARK LOGO: CGS
 OT0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OT0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0094+STABILITY: SURFACE MOTION
 OT0094
 OT0094  HISTORY     - Date     Condition        Report By
 OT0094  HISTORY     - 1962     MONUMENTED       CGS
 OT0094  HISTORY     - 1984     GOOD             NGS
 OT0094  HISTORY     - 19840225 GOOD             NGS
 OT0094
 OT0094                          STATION DESCRIPTION
 OT0094
 OT0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0094'15.8 MI SE FROM WASTA.
 OT0094'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0094'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0094'GRAVELED ROAD TO A EAST-WEST ROAD JUNCTION, THENCE 4.0 MILES
 OT0094'SOUTH-SOUTHWEST ALONG A WINDING PARTIALLY GRAVELED AND GRADED
 OT0094'DIRT ROAD, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD, THENCE
 OT0094'1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1 MILE EAST ALONG
 OT0094'A GRAVELED ROAD, THENCE 1 MILE SOUTH ALONG A GRAVELED ROAD, IN
 OT0094'SECTION 16 T 1 S R 15 E, 68 FEET NORTH OF A POWER POLE, 34 FEET
 OT0094'EAST OF THE CENTER LINE OF THE ROAD, 30 FEET NORTH OF THE CENTER
 OT0094'LINE OF A PASTURE GATE, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET
 OT0094'EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 OT0094'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST AND PROJECTING
 OT0094'5 INCHES.
 OT0094
 OT0094                          STATION RECOVERY (1984)
 OT0094
 OT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OT0094'RECOVERED IN GOOD CONDITION.
 OT0094
 OT0094                          STATION RECOVERY (1984)
 OT0094
 OT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OT0094'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) WEST-SOUTHWEST OF WALL,
 OT0094'ALONG THE EAST SIDE OF A GRAVELED ROAD.  TO REACH THE STATION FROM THE
 OT0094'INTERSECTION OF INTERSTATE HIGHWAY 90 AND HIGHWAY 240 ON THE SOUTH
 OT0094'EDGE OF WALL, GO SOUTH ON HIGHWAY 240 FOR 2.5 KM (1.55 MI) TO A SIDE
 OT0094'ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVELED ROAD FOR 8.2 KM (5.10 MI)
 OT0094'TO WHERE MAIN ROAD SOUTH, FOR 1.6 KM (1.00 MI) TO A GATE AND THE MARK,
 OT0094'BOTH ON THE LEFT SIDE OF THE ROAD.  THE STATION MARK IS A STANDARD CGS
 OT0094'BENCH MARK DISK, STAMPED W 381 1962 SET INTO THE TOP OF A 30 CM (12
 OT0094'INCHES) ROUND CONCRETE MONUMENT WHICH PROJECTS 10 CM (4 INCHES) .  IT
 OT0094'IS 10.4 METERS (34.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 9.1
 OT0094'METERS, (29.9 FT) NORTH OF THE CENTER OF A GATE, 0.6 METER (2.0 FT)
 OT0094'EAST OF A WITNESS POST AND 0.45 METER (1.48 FT) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0500 ***********************************************************************
 OS0500  DESIGNATION -  W 382
 OS0500  PID         -  OS0500
 OS0500  STATE/COUNTY-  SD/JACKSON
 OS0500  COUNTRY     -  US
 OS0500  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0500
 OS0500                         *CURRENT SURVEY CONTROL
 OS0500  ______________________________________________________________________
 OS0500* NAD 83(1986) POSITION- 43 52 09.     (N) 101 57 49.     (W)   SCALED
 OS0500* NAVD 88 ORTHO HEIGHT -   779.150 (meters)     2556.26  (feet) ADJUSTED
 OS0500  ______________________________________________________________________
 OS0500  GEOID HEIGHT    -        -19.956 (meters)                     GEOID18
 OS0500  DYNAMIC HEIGHT  -        778.906 (meters)     2555.46  (feet) COMP
 OS0500  MODELED GRAVITY -    980,280.7   (mgal)                       NAVD 88
 OS0500
 OS0500  VERT ORDER      -  SECOND    CLASS 0
 OS0500
 OS0500.The horizontal coordinates were scaled from a map and have
 OS0500.an estimated accuracy of +/- 6 seconds.
 OS0500
 OS0500.The orthometric height was determined by differential leveling and
 OS0500.adjusted by the NATIONAL GEODETIC SURVEY
 OS0500.in June 1991.
 OS0500
 OS0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0500.GEOID18 height accuracy estimate available here.
 OS0500
 OS0500.Click photographs - Photos may exist for this station.
 OS0500
 OS0500.The dynamic height is computed by dividing the NAVD 88
 OS0500.geopotential number by the normal gravity value computed on the
 OS0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0500.degrees latitude (g = 980.6199 gals.).
 OS0500
 OS0500.The modeled gravity was interpolated from observed gravity values.
 OS0500
 OS0500;                    North         East    Units  Estimated Accuracy
 OS0500;SPC SD S     -   171,910.      468,970.      MT  (+/- 180 meters Scaled)
 OS0500
 OS0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP618616(NAD 83)
 OS0500
 OS0500                          SUPERSEDED SURVEY CONTROL
 OS0500
 OS0500  NGVD 29 (??/??/92)  778.699  (m)         2554.78   (f) ADJ UNCH    2 0
 OS0500
 OS0500.Superseded values are not recommended for survey control.
 OS0500
 OS0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0500.See file dsdata.pdf to determine how the superseded data were derived.
 OS0500
 OS0500_MARKER: DB = BENCH MARK DISK
 OS0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0500_SP_SET: BOX CULVERT HEADWALL
 OS0500_STAMPING: W 382 1962
 OS0500_MARK LOGO: CGS
 OS0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0500+STABILITY: SURFACE MOTION
 OS0500
 OS0500  HISTORY     - Date     Condition        Report By
 OS0500  HISTORY     - 1962     MONUMENTED       CGS
 OS0500
 OS0500                          STATION DESCRIPTION
 OS0500
 OS0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0500'10.4 MI NW FROM CEDAR PASS.
 OS0500'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0500'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.5
 OS0500'MILES ALONG A GRAVELED ROAD TO A CURVE TO THE EAST, THENCE 1.15
 OS0500'MILES NORTH ALONG A GRADED DIRT ROAD TO A CURVE TO THE WEST,
 OS0500'THENCE 0.7 MILE NORTH ALONG A TRAIL ROAD ALONG THE EAST SIDE OF
 OS0500'A POWER LINE, THENCE 1.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY
 OS0500'90, 0.3 MILE WEST OF A ROAD INTERSECTION, 30 FEET NORTHEAST OF
 OS0500'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL
 OS0500'OF THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE NORTHEAST
 OS0500'CONCRETE HEADWALL OF A LARGE BOX TYPE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0501 ***********************************************************************
 OS0501  DESIGNATION -  W 382 RESET
 OS0501  PID         -  OS0501
 OS0501  STATE/COUNTY-  SD/JACKSON
 OS0501  COUNTRY     -  US
 OS0501  USGS QUAD   -  COTTONWOOD SW (2017)
 OS0501
 OS0501                         *CURRENT SURVEY CONTROL
 OS0501  ______________________________________________________________________
 OS0501* NAD 83(1986) POSITION- 43 52 09.     (N) 101 57 49.     (W)   SCALED
 OS0501* NAVD 88 ORTHO HEIGHT -   778.117 (meters)     2552.87  (feet) ADJUSTED
 OS0501  ______________________________________________________________________
 OS0501  GEOID HEIGHT    -        -19.956 (meters)                     GEOID18
 OS0501  DYNAMIC HEIGHT  -        777.874 (meters)     2552.07  (feet) COMP
 OS0501  MODELED GRAVITY -    980,280.7   (mgal)                       NAVD 88
 OS0501
 OS0501  VERT ORDER      -  FIRST     CLASS II
 OS0501
 OS0501.The horizontal coordinates were scaled from a map and have
 OS0501.an estimated accuracy of +/- 6 seconds.
 OS0501
 OS0501.The orthometric height was determined by differential leveling and
 OS0501.adjusted by the NATIONAL GEODETIC SURVEY
 OS0501.in September 1993.
 OS0501
 OS0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0501.GEOID18 height accuracy estimate available here.
 OS0501
 OS0501.Click photographs - Photos may exist for this station.
 OS0501
 OS0501.The dynamic height is computed by dividing the NAVD 88
 OS0501.geopotential number by the normal gravity value computed on the
 OS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0501.degrees latitude (g = 980.6199 gals.).
 OS0501
 OS0501.The modeled gravity was interpolated from observed gravity values.
 OS0501
 OS0501;                    North         East    Units  Estimated Accuracy
 OS0501;SPC SD S     -   171,910.      468,970.      MT  (+/- 180 meters Scaled)
 OS0501
 OS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP618616(NAD 83)
 OS0501
 OS0501                          SUPERSEDED SURVEY CONTROL
 OS0501
 OS0501.No superseded survey control is available for this station.
 OS0501
 OS0501_MARKER: DV = VERTICAL CONTROL DISK
 OS0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0501_STAMPING: W 382 RESET 1973
 OS0501_MARK LOGO: NGS
 OS0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0501+STABILITY: SURFACE MOTION
 OS0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0501+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OS0501
 OS0501  HISTORY     - Date     Condition        Report By
 OS0501  HISTORY     - 1973     MONUMENTED       NGS
 OS0501  HISTORY     - 19910713 GOOD             NGS
 OS0501  HISTORY     - 20120607 GOOD             INDIV
 OS0501
 OS0501                          STATION DESCRIPTION
 OS0501
 OS0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OS0501'3.7 MI W FROM CACTUS FLAT.
 OS0501'3.7 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM THE HIGHWAY
 OS0501'OVERPASS AT CACTUS FLAT, 211 FEET NORTHEAST OF THE CENTER OF THE
 OS0501'WEST BOUND LANES, 332 FEET NORTHWEST OF THE CENTER OF THE WEST
 OS0501'BOUND LANES OVER THE CULVERT, 1-FOOT SOUTH OF THE NORTH
 OS0501'RIGHT-OF-WAY FENCE LINES, AND 2.0 FEET EAST OF A METAL WITNESS
 OS0501'POST, AND SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 6-INCHES.
 OS0501'BENCH MARK W 382 1962 WAS RECOVERED IN GOOD CONDITION.  DUE TO
 OS0501'HIGHWAY IMPROVEMENTS THE SOUTH DAKOTA HIGHWAY DEPARTMENT
 OS0501'REQUESTED THAT THE MARK BE MOVED.  THE DISK WAS REMOVED FROM
 OS0501'BENCH MARK W 382 1962 AT THIS TIME.
 OS0501
 OS0501                          STATION RECOVERY (1991)
 OS0501
 OS0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0501'26.6 KM (16.50 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0501'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 0.7 KM (0.45 MI)
 OS0501'SOUTHEAST OF MILEPOST 127, 65.2 M (213.9 FT) NORTHEAST OF THE
 OS0501'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 53.7 M (176.2 FT)
 OS0501'NORTHWEST OF 3 BRACED FENCE POSTS, 39.7 M (130.2 FT) SOUTHEAST OF 2
 OS0501'BRACED FENCE POSTS, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OS0501'0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) NORTHEAST
 OS0501'OF A WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST OF THE FENCE, AND THE
 OS0501'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OS0501
 OS0501                          STATION RECOVERY (2012)
 OS0501
 OS0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0740 ***********************************************************************
 PT0740  DESIGNATION -  W 383
 PT0740  PID         -  PT0740
 PT0740  STATE/COUNTY-  SD/HAAKON
 PT0740  COUNTRY     -  US
 PT0740  USGS QUAD   -  GRINDSTONE (2017)
 PT0740
 PT0740                         *CURRENT SURVEY CONTROL
 PT0740  ______________________________________________________________________
 PT0740* NAD 83(1986) POSITION- 44 11 50.     (N) 101 55 38.     (W)   SCALED
 PT0740* NAVD 88 ORTHO HEIGHT -   815.245 (meters)     2674.68  (feet) ADJUSTED
 PT0740  ______________________________________________________________________
 PT0740  GEOID HEIGHT    -        -20.108 (meters)                     GEOID18
 PT0740  DYNAMIC HEIGHT  -        815.013 (meters)     2673.92  (feet) COMP
 PT0740  MODELED GRAVITY -    980,305.4   (mgal)                       NAVD 88
 PT0740
 PT0740  VERT ORDER      -  SECOND    CLASS 0
 PT0740
 PT0740.The horizontal coordinates were scaled from a map and have
 PT0740.an estimated accuracy of +/- 6 seconds.
 PT0740
 PT0740.The orthometric height was determined by differential leveling and
 PT0740.adjusted by the NATIONAL GEODETIC SURVEY
 PT0740.in June 1991.
 PT0740
 PT0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0740.GEOID18 height accuracy estimate available here.
 PT0740
 PT0740.Click photographs - Photos may exist for this station.
 PT0740
 PT0740.The dynamic height is computed by dividing the NAVD 88
 PT0740.geopotential number by the normal gravity value computed on the
 PT0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0740.degrees latitude (g = 980.6199 gals.).
 PT0740
 PT0740.The modeled gravity was interpolated from observed gravity values.
 PT0740
 PT0740;                    North         East    Units  Estimated Accuracy
 PT0740;SPC SD S     -   208,290.      472,600.      MT  (+/- 180 meters Scaled)
 PT0740
 PT0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP660979(NAD 83)
 PT0740
 PT0740                          SUPERSEDED SURVEY CONTROL
 PT0740
 PT0740  NGVD 29 (??/??/92)  814.785  (m)         2673.17   (f) ADJ UNCH    2 0
 PT0740
 PT0740.Superseded values are not recommended for survey control.
 PT0740
 PT0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0740.See file dsdata.pdf to determine how the superseded data were derived.
 PT0740
 PT0740_MARKER: DB = BENCH MARK DISK
 PT0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0740_STAMPING: W 383 1962
 PT0740_MARK LOGO: CGS
 PT0740_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0740+STABILITY: SURFACE MOTION
 PT0740
 PT0740  HISTORY     - Date     Condition        Report By
 PT0740  HISTORY     - 1962     MONUMENTED       CGS
 PT0740
 PT0740                          STATION DESCRIPTION
 PT0740
 PT0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0740'10.5 MI SW FROM HILLAND.
 PT0740'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0740'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0740'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0740'4.0 MILES WEST ALONG A GRADED DIRT ROAD, IN SECTION 26, T 3 N,
 PT0740'R 18 E, 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56 FEET
 PT0740'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 44 FEET NORTHEAST
 PT0740'OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A
 PT0740'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 PT0740'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0122 ***********************************************************************
 OT0122  DESIGNATION -  W 384
 OT0122  PID         -  OT0122
 OT0122  STATE/COUNTY-  SD/PENNINGTON
 OT0122  COUNTRY     -  US
 OT0122  USGS QUAD   -  WALL (2017)
 OT0122
 OT0122                         *CURRENT SURVEY CONTROL
 OT0122  ______________________________________________________________________
 OT0122* NAD 83(1986) POSITION- 43 59 13.     (N) 102 08 21.     (W)   SCALED
 OT0122* NAVD 88 ORTHO HEIGHT -   812.354 (meters)     2665.20  (feet) ADJUSTED
 OT0122  ______________________________________________________________________
 OT0122  GEOID HEIGHT    -        -19.357 (meters)                     GEOID18
 OT0122  DYNAMIC HEIGHT  -        812.109 (meters)     2664.39  (feet) COMP
 OT0122  MODELED GRAVITY -    980,289.4   (mgal)                       NAVD 88
 OT0122
 OT0122  VERT ORDER      -  SECOND    CLASS 0
 OT0122
 OT0122.The horizontal coordinates were scaled from a map and have
 OT0122.an estimated accuracy of +/- 6 seconds.
 OT0122
 OT0122.The orthometric height was determined by differential leveling and
 OT0122.adjusted by the NATIONAL GEODETIC SURVEY
 OT0122.in June 1991.
 OT0122
 OT0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0122.GEOID18 height accuracy estimate available here.
 OT0122
 OT0122.Click photographs - Photos may exist for this station.
 OT0122
 OT0122.The dynamic height is computed by dividing the NAVD 88
 OT0122.geopotential number by the normal gravity value computed on the
 OT0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0122.degrees latitude (g = 980.6199 gals.).
 OT0122
 OT0122.The modeled gravity was interpolated from observed gravity values.
 OT0122
 OT0122;                    North         East    Units  Estimated Accuracy
 OT0122;SPC SD S     -   185,280.      455,150.      MT  (+/- 180 meters Scaled)
 OT0122
 OT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ294744(NAD 83)
 OT0122
 OT0122                          SUPERSEDED SURVEY CONTROL
 OT0122
 OT0122  NGVD 29 (??/??/92)  811.898  (m)         2663.70   (f) ADJ UNCH    2 0
 OT0122
 OT0122.Superseded values are not recommended for survey control.
 OT0122
 OT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0122.See file dsdata.pdf to determine how the superseded data were derived.
 OT0122
 OT0122_MARKER: DB = BENCH MARK DISK
 OT0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0122_STAMPING: W 384 1962
 OT0122_MARK LOGO: CGS
 OT0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0122+STABILITY: SURFACE MOTION
 OT0122
 OT0122  HISTORY     - Date     Condition        Report By
 OT0122  HISTORY     - 1962     MONUMENTED       CGS
 OT0122
 OT0122                          STATION DESCRIPTION
 OT0122
 OT0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0122'0.9 MI SW FROM QUINN.
 OT0122'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0122'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14 IN SECTION
 OT0122'1, T 1 S, R 16 E, AT THE JUNCTION OF A NORTH-SOUTH DIRT ROAD,
 OT0122'98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET WEST
 OT0122'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18 FEET WEST OF A
 OT0122'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A
 OT0122'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 OT0122'TOP OF A CONCRETE POST PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0595 ***********************************************************************
 PU0595  DESIGNATION -  W 385
 PU0595  PID         -  PU0595
 PU0595  STATE/COUNTY-  SD/PENNINGTON
 PU0595  COUNTRY     -  US
 PU0595  USGS QUAD   -  WASTA SE (2017)
 PU0595
 PU0595                         *CURRENT SURVEY CONTROL
 PU0595  ______________________________________________________________________
 PU0595* NAD 83(1986) POSITION- 44 01 23.     (N) 102 17 24.     (W)   SCALED
 PU0595* NAVD 88 ORTHO HEIGHT -   862.101 (meters)     2828.41  (feet) ADJUSTED
 PU0595  ______________________________________________________________________
 PU0595  GEOID HEIGHT    -        -18.857 (meters)                     GEOID18
 PU0595  DYNAMIC HEIGHT  -        861.841 (meters)     2827.56  (feet) COMP
 PU0595  MODELED GRAVITY -    980,287.8   (mgal)                       NAVD 88
 PU0595
 PU0595  VERT ORDER      -  SECOND    CLASS 0
 PU0595
 PU0595.The horizontal coordinates were scaled from a map and have
 PU0595.an estimated accuracy of +/- 6 seconds.
 PU0595
 PU0595.The orthometric height was determined by differential leveling and
 PU0595.adjusted by the NATIONAL GEODETIC SURVEY
 PU0595.in June 1991.
 PU0595
 PU0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0595.GEOID18 height accuracy estimate available here.
 PU0595
 PU0595.Click photographs - Photos may exist for this station.
 PU0595
 PU0595.The dynamic height is computed by dividing the NAVD 88
 PU0595.geopotential number by the normal gravity value computed on the
 PU0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0595.degrees latitude (g = 980.6199 gals.).
 PU0595
 PU0595.The modeled gravity was interpolated from observed gravity values.
 PU0595
 PU0595;                    North         East    Units  Estimated Accuracy
 PU0595;SPC SD S     -   189,560.      443,150.      MT  (+/- 180 meters Scaled)
 PU0595
 PU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ171780(NAD 83)
 PU0595
 PU0595                          SUPERSEDED SURVEY CONTROL
 PU0595
 PU0595  NGVD 29 (??/??/92)  861.649  (m)         2826.93   (f) ADJ UNCH    2 0
 PU0595
 PU0595.Superseded values are not recommended for survey control.
 PU0595
 PU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0595.See file dsdata.pdf to determine how the superseded data were derived.
 PU0595
 PU0595_MARKER: DB = BENCH MARK DISK
 PU0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0595_STAMPING: W 385 1962
 PU0595_MARK LOGO: CGS
 PU0595_PROJECTION: PROJECTING 137 CENTIMETERS
 PU0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0595+STABILITY: SURFACE MOTION
 PU0595
 PU0595  HISTORY     - Date     Condition        Report By
 PU0595  HISTORY     - 1962     MONUMENTED       CGS
 PU0595
 PU0595                          STATION DESCRIPTION
 PU0595
 PU0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0595'3.6 MI NW FROM WALL.
 PU0595'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0595'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0595'2.15 MILES NORTHWEST ALONG AN OLD ASPHALT ROAD, THENCE 0.1 MILE
 PU0595'WEST ALONG THE ASPHALT ROAD IN SECTION 27, T 1 N, R 15 E, 41 FEET
 PU0595'SOUTH OF THE CENTER LINE OF THE ROAD, 103 FEET SOUTHEAST OF
 PU0595'B 7 N 1961 AZIMUTH, 14 FEET EAST OF A POWER POLE, 5 FEET SOUTH
 PU0595'OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN
 PU0595'THE NORTH EDGE OF THE BASE OF A CONCRETE 18-INCH CYLINDER WHICH
 PU0595'PROJECTS 4 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0561 ***********************************************************************
 OS0561  DESIGNATION -  W 386
 OS0561  PID         -  OS0561
 OS0561  STATE/COUNTY-  SD/JACKSON
 OS0561  COUNTRY     -  US
 OS0561  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0561
 OS0561                         *CURRENT SURVEY CONTROL
 OS0561  ______________________________________________________________________
 OS0561* NAD 83(1986) POSITION- 43 55 23.     (N) 101 48 01.     (W)   SCALED
 OS0561* NAVD 88 ORTHO HEIGHT -   716.908 (meters)     2352.06  (feet) ADJUSTED
 OS0561  ______________________________________________________________________
 OS0561  GEOID HEIGHT    -        -20.571 (meters)                     GEOID18
 OS0561  DYNAMIC HEIGHT  -        716.691 (meters)     2351.34  (feet) COMP
 OS0561  MODELED GRAVITY -    980,292.3   (mgal)                       NAVD 88
 OS0561
 OS0561  VERT ORDER      -  SECOND    CLASS 0
 OS0561
 OS0561.The horizontal coordinates were scaled from a map and have
 OS0561.an estimated accuracy of +/- 6 seconds.
 OS0561
 OS0561.The orthometric height was determined by differential leveling and
 OS0561.adjusted by the NATIONAL GEODETIC SURVEY
 OS0561.in June 1991.
 OS0561
 OS0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0561.GEOID18 height accuracy estimate available here.
 OS0561
 OS0561.Click photographs - Photos may exist for this station.
 OS0561
 OS0561.The dynamic height is computed by dividing the NAVD 88
 OS0561.geopotential number by the normal gravity value computed on the
 OS0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0561.degrees latitude (g = 980.6199 gals.).
 OS0561
 OS0561.The modeled gravity was interpolated from observed gravity values.
 OS0561
 OS0561;                    North         East    Units  Estimated Accuracy
 OS0561;SPC SD S     -   177,650.      482,210.      MT  (+/- 180 meters Scaled)
 OS0561
 OS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP751671(NAD 83)
 OS0561
 OS0561                          SUPERSEDED SURVEY CONTROL
 OS0561
 OS0561  NGVD 29 (??/??/92)  716.458  (m)         2350.58   (f) ADJ UNCH    2 0
 OS0561
 OS0561.Superseded values are not recommended for survey control.
 OS0561
 OS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0561.See file dsdata.pdf to determine how the superseded data were derived.
 OS0561
 OS0561_MARKER: DB = BENCH MARK DISK
 OS0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0561_SP_SET: BRIDGE
 OS0561_STAMPING: W 386 1962
 OS0561_MARK LOGO: CGS
 OS0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0561
 OS0561  HISTORY     - Date     Condition        Report By
 OS0561  HISTORY     - 1962     MONUMENTED       CGS
 OS0561
 OS0561                          STATION DESCRIPTION
 OS0561
 OS0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0561'8.7 MI SE FROM COTTONWOOD.
 OS0561'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0561'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0561'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0561'EAST ALONG A GRADED DIRT ROAD, 10 FEET EAST OF THE CENTER LINE
 OS0561'OF THE BRIDGE, AND SET IN THE TOP OF THE EAST END OF THE NORTH
 OS0561'CONCRETE PILLER OF A BRIDGE OVER BAD RIVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1845 ***********************************************************************
 PU1845  DESIGNATION -  W 387
 PU1845  PID         -  PU1845
 PU1845  STATE/COUNTY-  SD/BUTTE
 PU1845  COUNTRY     -  US
 PU1845  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1845
 PU1845                         *CURRENT SURVEY CONTROL
 PU1845  ______________________________________________________________________
 PU1845* NAD 83(1986) POSITION- 44 56 14.     (N) 103 51 16.     (W)   SCALED
 PU1845* NAVD 88 ORTHO HEIGHT -   957.045 (meters)     3139.91  (feet) ADJUSTED
 PU1845  ______________________________________________________________________
 PU1845  GEOID HEIGHT    -        -15.809 (meters)                     GEOID18
 PU1845  DYNAMIC HEIGHT  -        956.796 (meters)     3139.09  (feet) COMP
 PU1845  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 PU1845
 PU1845  VERT ORDER      -  SECOND    CLASS 0
 PU1845
 PU1845.The horizontal coordinates were scaled from a map and have
 PU1845.an estimated accuracy of +/- 6 seconds.
 PU1845
 PU1845.The orthometric height was determined by differential leveling and
 PU1845.adjusted by the NATIONAL GEODETIC SURVEY
 PU1845.in June 1991.
 PU1845
 PU1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1845.GEOID18 height accuracy estimate available here.
 PU1845
 PU1845.Click photographs - Photos may exist for this station.
 PU1845
 PU1845.The dynamic height is computed by dividing the NAVD 88
 PU1845.geopotential number by the normal gravity value computed on the
 PU1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1845.degrees latitude (g = 980.6199 gals.).
 PU1845
 PU1845.The modeled gravity was interpolated from observed gravity values.
 PU1845
 PU1845;                    North         East    Units  Estimated Accuracy
 PU1845;SPC SD N     -   129,910.      295,890.      MT  (+/- 180 meters Scaled)
 PU1845
 PU1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903766(NAD 83)
 PU1845
 PU1845                          SUPERSEDED SURVEY CONTROL
 PU1845
 PU1845  NGVD 29 (??/??/92)  956.558  (m)         3138.31   (f) ADJ UNCH    2 0
 PU1845
 PU1845.Superseded values are not recommended for survey control.
 PU1845
 PU1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1845.See file dsdata.pdf to determine how the superseded data were derived.
 PU1845
 PU1845_MARKER: DB = BENCH MARK DISK
 PU1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1845_STAMPING: W 387 1962
 PU1845_MARK LOGO: CGS
 PU1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1845+STABILITY: SURFACE MOTION
 PU1845
 PU1845  HISTORY     - Date     Condition        Report By
 PU1845  HISTORY     - 1962     MONUMENTED       CGS
 PU1845
 PU1845                          STATION DESCRIPTION
 PU1845
 PU1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1845'19.3 MI N FROM BELLE FOURCHE.
 PU1845'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1845'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 6.85
 PU1845'MILES NORTH ALONG A GRAVELED ROAD, ABOUT 0.1 MILE SOUTH OF A
 PU1845'PRIVATE ROAD, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 PU1845'FEET WEST OF A FENCE, 2.3 FEET NORTH OF A METAL WITNESS POST,
 PU1845'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1845'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0763 ***********************************************************************
 PT0763  DESIGNATION -  W 388
 PT0763  PID         -  PT0763
 PT0763  STATE/COUNTY-  SD/HAAKON
 PT0763  COUNTRY     -  US
 PT0763  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0763
 PT0763                         *CURRENT SURVEY CONTROL
 PT0763  ______________________________________________________________________
 PT0763* NAD 83(1986) POSITION- 44 03 09.     (N) 101 55 37.     (W)   SCALED
 PT0763* NAVD 88 ORTHO HEIGHT -   814.436 (meters)     2672.03  (feet) ADJUSTED
 PT0763  ______________________________________________________________________
 PT0763  GEOID HEIGHT    -        -20.132 (meters)                     GEOID18
 PT0763  DYNAMIC HEIGHT  -        814.190 (meters)     2671.22  (feet) COMP
 PT0763  MODELED GRAVITY -    980,289.5   (mgal)                       NAVD 88
 PT0763
 PT0763  VERT ORDER      -  SECOND    CLASS 0
 PT0763
 PT0763.The horizontal coordinates were scaled from a map and have
 PT0763.an estimated accuracy of +/- 6 seconds.
 PT0763
 PT0763.The orthometric height was determined by differential leveling and
 PT0763.adjusted by the NATIONAL GEODETIC SURVEY
 PT0763.in June 1991.
 PT0763
 PT0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0763.GEOID18 height accuracy estimate available here.
 PT0763
 PT0763.Click photographs - Photos may exist for this station.
 PT0763
 PT0763.The dynamic height is computed by dividing the NAVD 88
 PT0763.geopotential number by the normal gravity value computed on the
 PT0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0763.degrees latitude (g = 980.6199 gals.).
 PT0763
 PT0763.The modeled gravity was interpolated from observed gravity values.
 PT0763
 PT0763;                    North         East    Units  Estimated Accuracy
 PT0763;SPC SD S     -   192,210.      472,310.      MT  (+/- 180 meters Scaled)
 PT0763
 PT0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP655818(NAD 83)
 PT0763
 PT0763                          SUPERSEDED SURVEY CONTROL
 PT0763
 PT0763  NGVD 29 (??/??/92)  813.979  (m)         2670.53   (f) ADJ UNCH    2 0
 PT0763
 PT0763.Superseded values are not recommended for survey control.
 PT0763
 PT0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0763.See file dsdata.pdf to determine how the superseded data were derived.
 PT0763
 PT0763_MARKER: DB = BENCH MARK DISK
 PT0763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0763_STAMPING: W 388 1962
 PT0763_MARK LOGO: CGS
 PT0763_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0763_ROD/PIPE-DEPTH: 4.4 meters
 PT0763
 PT0763  HISTORY     - Date     Condition        Report By
 PT0763  HISTORY     - 1962     MONUMENTED       CGS
 PT0763
 PT0763                          STATION DESCRIPTION
 PT0763
 PT0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0763'8.8 MI NW FROM COTTONWOOD.
 PT0763'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE
 PT0763'AT COTTONWOOD, THENCE 6.55 MILES NORTH ALONG A GRADED DIRT ROAD,
 PT0763'THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, 48 FEET SOUTH OF
 PT0763'THE CENTER LINE OF THE ROAD, 19 FEET EAST OF THE CENTER LINE
 PT0763'OF A FIELD ROAD, 12.3 FEET SOUTH-SOUTHWEST OF POWER POLE BRACED
 PT0763'BY A GUY WIRE, 13.3 FEET SOUTH OF A CORNER FENCE POST, 1 1/2
 PT0763'FEET EAST OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST,
 PT0763'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 PT0763'COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 1/2 FEET AND IS ENCASED
 PT0763'IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0011 ***********************************************************************
 OT0011  DESIGNATION -  W 389
 OT0011  PID         -  OT0011
 OT0011  STATE/COUNTY-  SD/PENNINGTON
 OT0011  COUNTRY     -  US
 OT0011  USGS QUAD   -  CONATA (2017)
 OT0011
 OT0011                         *CURRENT SURVEY CONTROL
 OT0011  ______________________________________________________________________
 OT0011* NAD 83(1986) POSITION- 43 44 01.     (N) 102 08 17.     (W)   SCALED
 OT0011* NAVD 88 ORTHO HEIGHT -   742.633 (meters)     2436.46  (feet) ADJUSTED
 OT0011  ______________________________________________________________________
 OT0011  GEOID HEIGHT    -        -19.419 (meters)                     GEOID18
 OT0011  DYNAMIC HEIGHT  -        742.397 (meters)     2435.68  (feet) COMP
 OT0011  MODELED GRAVITY -    980,275.9   (mgal)                       NAVD 88
 OT0011
 OT0011  VERT ORDER      -  FIRST     CLASS II
 OT0011
 OT0011.The horizontal coordinates were scaled from a map and have
 OT0011.an estimated accuracy of +/- 6 seconds.
 OT0011
 OT0011.The orthometric height was determined by differential leveling and
 OT0011.adjusted by the NATIONAL GEODETIC SURVEY
 OT0011.in June 1991.
 OT0011
 OT0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0011.GEOID18 height accuracy estimate available here.
 OT0011
 OT0011.Click photographs - Photos may exist for this station.
 OT0011
 OT0011.The dynamic height is computed by dividing the NAVD 88
 OT0011.geopotential number by the normal gravity value computed on the
 OT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0011.degrees latitude (g = 980.6199 gals.).
 OT0011
 OT0011.The modeled gravity was interpolated from observed gravity values.
 OT0011
 OT0011;                    North         East    Units  Estimated Accuracy
 OT0011;SPC SD S     -   157,140.      454,630.      MT  (+/- 180 meters Scaled)
 OT0011
 OT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ304462(NAD 83)
 OT0011
 OT0011                          SUPERSEDED SURVEY CONTROL
 OT0011
 OT0011  NGVD 29 (??/??/92)  742.167  (m)         2434.93   (f) ADJ UNCH    1 2
 OT0011
 OT0011.Superseded values are not recommended for survey control.
 OT0011
 OT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0011.See file dsdata.pdf to determine how the superseded data were derived.
 OT0011
 OT0011_MARKER: DB = BENCH MARK DISK
 OT0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0011_STAMPING: W 389 1962
 OT0011_MARK LOGO: CGS
 OT0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0011+STABILITY: SURFACE MOTION
 OT0011
 OT0011  HISTORY     - Date     Condition        Report By
 OT0011  HISTORY     - 1962     MONUMENTED       CGS
 OT0011
 OT0011                          STATION DESCRIPTION
 OT0011
 OT0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0011'7.9 MI SW FROM INTERIOR.
 OT0011'ABOUT 7.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0011'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, 115 FEET
 OT0011'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF TRESTLE NUMBER W 228,
 OT0011'39 FEET SOUTH OF SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE
 OT0011'POLES, 10 1/2 FEET EAST OF MILE POST 596, 12 1/2 FEET NORTH OF A
 OT0011'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW
 OT0011'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 OT0011'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0008 ***********************************************************************
 PU0008  DESIGNATION -  W 390
 PU0008  PID         -  PU0008
 PU0008  STATE/COUNTY-  SD/MEADE
 PU0008  COUNTRY     -  US
 PU0008  USGS QUAD   -  OPAL EAST (2017)
 PU0008
 PU0008                         *CURRENT SURVEY CONTROL
 PU0008  ______________________________________________________________________
 PU0008* NAD 83(1986) POSITION- 44 58 47.     (N) 102 27 06.     (W)   SCALED
 PU0008* NAVD 88 ORTHO HEIGHT -   868.489 (meters)     2849.37  (feet) ADJUSTED
 PU0008  ______________________________________________________________________
 PU0008  GEOID HEIGHT    -        -18.398 (meters)                     GEOID18
 PU0008  DYNAMIC HEIGHT  -        868.304 (meters)     2848.76  (feet) COMP
 PU0008  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 PU0008
 PU0008  VERT ORDER      -  SECOND    CLASS 0
 PU0008
 PU0008.The horizontal coordinates were scaled from a map and have
 PU0008.an estimated accuracy of +/- 6 seconds.
 PU0008
 PU0008.The orthometric height was determined by differential leveling and
 PU0008.adjusted by the NATIONAL GEODETIC SURVEY
 PU0008.in June 1991.
 PU0008
 PU0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0008.GEOID18 height accuracy estimate available here.
 PU0008
 PU0008.Click photographs - Photos may exist for this station.
 PU0008
 PU0008.The dynamic height is computed by dividing the NAVD 88
 PU0008.geopotential number by the normal gravity value computed on the
 PU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0008.degrees latitude (g = 980.6199 gals.).
 PU0008
 PU0008.The modeled gravity was interpolated from observed gravity values.
 PU0008
 PU0008;                    North         East    Units  Estimated Accuracy
 PU0008;SPC SD N     -   130,320.      406,670.      MT  (+/- 180 meters Scaled)
 PU0008
 PU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK009838(NAD 83)
 PU0008
 PU0008                          SUPERSEDED SURVEY CONTROL
 PU0008
 PU0008  NGVD 29 (??/??/92)  868.028  (m)         2847.86   (f) ADJ UNCH    2 0
 PU0008
 PU0008.Superseded values are not recommended for survey control.
 PU0008
 PU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0008.See file dsdata.pdf to determine how the superseded data were derived.
 PU0008
 PU0008_MARKER: DB = BENCH MARK DISK
 PU0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0008_STAMPING: W 390 1963
 PU0008_MARK LOGO: CGS
 PU0008_PROJECTION: PROJECTING 3 CENTIMETERS
 PU0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0008+STABILITY: SURFACE MOTION
 PU0008
 PU0008  HISTORY     - Date     Condition        Report By
 PU0008  HISTORY     - 1963     MONUMENTED       CGS
 PU0008
 PU0008                          STATION DESCRIPTION
 PU0008
 PU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0008'7.7 MI NE FROM OPAL.
 PU0008'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE
 PU0008'AND POST OFFICE AT OPAL, THENCE 5.9 MILES NORTH ALONG A GRAVELED
 PU0008'ROAD, AT THE JUNCTION OF A T ROAD LEADING WEST, 58 FEET EAST
 PU0008'OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF A FENCE
 PU0008'CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A METAL
 PU0008'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 PU0008'OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0044 ***********************************************************************
 PU0044  DESIGNATION -  W 391
 PU0044  PID         -  PU0044
 PU0044  STATE/COUNTY-  SD/MEADE
 PU0044  COUNTRY     -  US
 PU0044  USGS QUAD   -  MARCUS (2017)
 PU0044
 PU0044                         *CURRENT SURVEY CONTROL
 PU0044  ______________________________________________________________________
 PU0044* NAD 83(1986) POSITION- 44 42 16.     (N) 102 18 34.     (W)   SCALED
 PU0044* NAVD 88 ORTHO HEIGHT -   785.569 (meters)     2577.32  (feet) ADJUSTED
 PU0044  ______________________________________________________________________
 PU0044  GEOID HEIGHT    -        -19.054 (meters)                     GEOID18
 PU0044  DYNAMIC HEIGHT  -        785.380 (meters)     2576.70  (feet) COMP
 PU0044  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 PU0044
 PU0044  VERT ORDER      -  SECOND    CLASS 0
 PU0044
 PU0044.The horizontal coordinates were scaled from a map and have
 PU0044.an estimated accuracy of +/- 6 seconds.
 PU0044
 PU0044.The orthometric height was determined by differential leveling and
 PU0044.adjusted by the NATIONAL GEODETIC SURVEY
 PU0044.in June 1991.
 PU0044
 PU0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0044.GEOID18 height accuracy estimate available here.
 PU0044
 PU0044.Click photographs - Photos may exist for this station.
 PU0044
 PU0044.The dynamic height is computed by dividing the NAVD 88
 PU0044.geopotential number by the normal gravity value computed on the
 PU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0044.degrees latitude (g = 980.6199 gals.).
 PU0044
 PU0044.The modeled gravity was interpolated from observed gravity values.
 PU0044
 PU0044;                    North         East    Units  Estimated Accuracy
 PU0044;SPC SD N     -    99,410.      417,010.      MT  (+/- 180 meters Scaled)
 PU0044
 PU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK131536(NAD 83)
 PU0044
 PU0044                          SUPERSEDED SURVEY CONTROL
 PU0044
 PU0044  NGVD 29 (??/??/92)  785.104  (m)         2575.80   (f) ADJ UNCH    2 0
 PU0044
 PU0044.Superseded values are not recommended for survey control.
 PU0044
 PU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0044.See file dsdata.pdf to determine how the superseded data were derived.
 PU0044
 PU0044_MARKER: DB = BENCH MARK DISK
 PU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0044_STAMPING: W 391 1963
 PU0044_MARK LOGO: CGS
 PU0044_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0044+STABILITY: SURFACE MOTION
 PU0044
 PU0044  HISTORY     - Date     Condition        Report By
 PU0044  HISTORY     - 1963     MONUMENTED       CGS
 PU0044
 PU0044                          STATION DESCRIPTION
 PU0044
 PU0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0044'4.8 MI NW FROM MARCUS.
 PU0044'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0044'OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED ROAD,
 PU0044'THENCE 1.0 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 29,
 PU0044'T 9 N, R 15 E, 43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 32
 PU0044'FEET WEST OF THE CENTER OF WIRE GATE AND TRAIL ROAD LEADING NORTH,
 PU0044'112 FEET EAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 1.8 FEET
 PU0044'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PU0044'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0337 ***********************************************************************
 OT0337  DESIGNATION -  W 392
 OT0337  PID         -  OT0337
 OT0337  STATE/COUNTY-  SD/CUSTER
 OT0337  COUNTRY     -  US
 OT0337  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0337
 OT0337                         *CURRENT SURVEY CONTROL
 OT0337  ______________________________________________________________________
 OT0337* NAD 83(1986) POSITION- 43 36 47.     (N) 103 16 52.     (W)   SCALED
 OT0337* NAVD 88 ORTHO HEIGHT -  1060.426 (meters)     3479.08  (feet) ADJUSTED
 OT0337  ______________________________________________________________________
 OT0337  GEOID HEIGHT    -        -15.900 (meters)                     GEOID18
 OT0337  DYNAMIC HEIGHT  -       1060.009 (meters)     3477.71  (feet) COMP
 OT0337  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 OT0337
 OT0337  VERT ORDER      -  FIRST     CLASS II
 OT0337
 OT0337.The horizontal coordinates were scaled from a map and have
 OT0337.an estimated accuracy of +/- 6 seconds.
 OT0337
 OT0337.The orthometric height was determined by differential leveling and
 OT0337.adjusted by the NATIONAL GEODETIC SURVEY
 OT0337.in June 1991.
 OT0337
 OT0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0337.GEOID18 height accuracy estimate available here.
 OT0337
 OT0337.Click photographs - Photos may exist for this station.
 OT0337
 OT0337.The dynamic height is computed by dividing the NAVD 88
 OT0337.geopotential number by the normal gravity value computed on the
 OT0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0337.degrees latitude (g = 980.6199 gals.).
 OT0337
 OT0337.The modeled gravity was interpolated from observed gravity values.
 OT0337
 OT0337;                    North         East    Units  Estimated Accuracy
 OT0337;SPC SD S     -   146,390.      362,110.      MT  (+/- 180 meters Scaled)
 OT0337
 OT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ387303(NAD 83)
 OT0337
 OT0337                          SUPERSEDED SURVEY CONTROL
 OT0337
 OT0337  NGVD 29 (??/??/92) 1059.930  (m)         3477.45   (f) ADJ UNCH    1 2
 OT0337
 OT0337.Superseded values are not recommended for survey control.
 OT0337
 OT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0337.See file dsdata.pdf to determine how the superseded data were derived.
 OT0337
 OT0337_MARKER: DB = BENCH MARK DISK
 OT0337_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0337_SP_SET: CULVERT HEADWALL
 OT0337_STAMPING: W 392 1963
 OT0337_MARK LOGO: CGS
 OT0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0337+STABILITY: SURFACE MOTION
 OT0337
 OT0337  HISTORY     - Date     Condition        Report By
 OT0337  HISTORY     - 1963     MONUMENTED       CGS
 OT0337
 OT0337                          STATION DESCRIPTION
 OT0337
 OT0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0337'7.2 MI SW FROM FAIRBURN.
 OT0337'ABOUT 7.25 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0337'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 5 1/2 POLES SOUTH OF
 OT0337'MILE POST 60, SET IN THE TOP OF THE SOUTH END OF A LARGE CULVERT,
 OT0337'27 FEET WEST OF THE WEST RAIL, ABOUT 10 FEET BELOW THE LEVEL
 OT0337'OF THE TRACKS, AND SET IN THE TOP OF THE SOUTH END OF THE WEST
 OT0337'HEADWALL OF A LARGE CONCRETE ARCHED CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0136 ***********************************************************************
 QT0136  DESIGNATION -  W 393
 QT0136  PID         -  QT0136
 QT0136  STATE/COUNTY-  SD/MEADE
 QT0136  COUNTRY     -  US
 QT0136  USGS QUAD   -  FAITH (2017)
 QT0136
 QT0136                         *CURRENT SURVEY CONTROL
 QT0136  ______________________________________________________________________
 QT0136* NAD 83(1986) POSITION- 45 01 24.     (N) 102 02 06.     (W)   SCALED
 QT0136* NAVD 88 ORTHO HEIGHT -   788.090 (meters)     2585.59  (feet) ADJUSTED
 QT0136  ______________________________________________________________________
 QT0136  GEOID HEIGHT    -        -19.456 (meters)                     GEOID18
 QT0136  DYNAMIC HEIGHT  -        787.937 (meters)     2585.09  (feet) COMP
 QT0136  MODELED GRAVITY -    980,396.0   (mgal)                       NAVD 88
 QT0136
 QT0136  VERT ORDER      -  FIRST     CLASS II
 QT0136
 QT0136.The horizontal coordinates were scaled from a map and have
 QT0136.an estimated accuracy of +/- 6 seconds.
 QT0136
 QT0136.The orthometric height was determined by differential leveling and
 QT0136.adjusted by the NATIONAL GEODETIC SURVEY
 QT0136.in July 1998.
 QT0136
 QT0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0136.GEOID18 height accuracy estimate available here.
 QT0136
 QT0136.Click photographs - Photos may exist for this station.
 QT0136
 QT0136.The dynamic height is computed by dividing the NAVD 88
 QT0136.geopotential number by the normal gravity value computed on the
 QT0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0136.degrees latitude (g = 980.6199 gals.).
 QT0136
 QT0136.The modeled gravity was interpolated from observed gravity values.
 QT0136
 QT0136;                    North         East    Units  Estimated Accuracy
 QT0136;SPC SD N     -   134,250.      439,640.      MT  (+/- 180 meters Scaled)
 QT0136
 QT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK335898(NAD 83)
 QT0136
 QT0136                          SUPERSEDED SURVEY CONTROL
 QT0136
 QT0136  NAVD 88 (06/15/91)  788.068  (m)         2585.52   (f) SUPERSEDED  1 2
 QT0136  NGVD 29 (??/??/92)  787.615  (m)         2584.03   (f) ADJ UNCH    1 2
 QT0136
 QT0136.Superseded values are not recommended for survey control.
 QT0136
 QT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0136.See file dsdata.pdf to determine how the superseded data were derived.
 QT0136
 QT0136_MARKER: DB = BENCH MARK DISK
 QT0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0136_STAMPING: W 393 1963
 QT0136_MARK LOGO: CGS
 QT0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0136+STABILITY: SURFACE MOTION
 QT0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0136+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1996
 QT0136
 QT0136  HISTORY     - Date     Condition        Report By
 QT0136  HISTORY     - 1963     MONUMENTED       CGS
 QT0136  HISTORY     - 1981     GOOD             NGS
 QT0136  HISTORY     - 19960425 GOOD             NGS
 QT0136  HISTORY     - 19960713 GOOD             NGS
 QT0136
 QT0136                          STATION DESCRIPTION
 QT0136
 QT0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0136'0.2 MI NE FROM FAITH.
 QT0136'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0136'FAITH, THENCE 0.15 MILE EAST ALONG U.S. HIGHWAY 212, 369 FEET
 QT0136'NORTH OF THE CENTER LINE OF THE HIGHWAY, 280 FEET NORTH OF THE
 QT0136'NORTH RAIL OF THE MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL
 QT0136'AND PACIFIC RAILROAD, AT THE SOUTH ENTRANCE OF THE FAITH AIRPORT,
 QT0136'77 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A BEACON LIGHT TOWER,
 QT0136'32 FEET EAST OF THE CENTER OF A GATE, 1 1/2 FEET SOUTH OF A FENCE,
 QT0136'1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 QT0136'CONCRETE POST PROJECTING 5 INCHES.
 QT0136
 QT0136                          STATION RECOVERY (1981)
 QT0136
 QT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0136'ABOUT 0.25 KM (0.15 MILE) EAST ALONG U.S. HIGHWAY 212 FROM THE
 QT0136'INTERSECTION OF MAIN STREET , THENCE 0.1 KM (0.05 MI) NORTH TO A
 QT0136'FORK, 23.5 N (77 FT ) SOUTHEAST OF THE SOUTHEAST LEG OF THE AIRPORT
 QT0136'BEACON TOWER AND 0.15 N (0.5 FT) SOUTH OF A METAL WITNESS POST. THE
 QT0136'CONCRETE POST HAS BEEN HIT AND THE CONCRETE CHIPPED ON THE SOUTH
 QT0136'SIDE.
 QT0136
 QT0136                          STATION RECOVERY (1996)
 QT0136
 QT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0136'0.7 KM (0.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0136'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 790.0 M (2591.9 FT) WEST OF
 QT0136'MILEPOST 115, 113.0 M (370.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 32.6
 QT0136'M (107.0 FT) NORTHEAST OF A UTILITY POLE, 7.2 M (23.6 FT) NORTH OF THE
 QT0136'CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 QT0136'0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A
 QT0136'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QT0136
 QT0136                          STATION RECOVERY (1996)
 QT0136
 QT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0136'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2421 ***********************************************************************
 PU2421  DESIGNATION -  W 394 RESET
 PU2421  PID         -  PU2421
 PU2421  STATE/COUNTY-  SD/MEADE
 PU2421  COUNTRY     -  US
 PU2421  USGS QUAD   -  LEMMON CREEK (2017)
 PU2421
 PU2421                         *CURRENT SURVEY CONTROL
 PU2421  ______________________________________________________________________
 PU2421* NAD 83(1986) POSITION- 44 38 23.     (N) 102 03 08.     (W)   SCALED
 PU2421* NAVD 88 ORTHO HEIGHT -   745.403 (meters)     2445.54  (feet) ADJUSTED
 PU2421  ______________________________________________________________________
 PU2421  GEOID HEIGHT    -        -19.800 (meters)                     GEOID18
 PU2421  DYNAMIC HEIGHT  -        745.227 (meters)     2444.97  (feet) COMP
 PU2421  MODELED GRAVITY -    980,357.2   (mgal)                       NAVD 88
 PU2421
 PU2421  VERT ORDER      -  FIRST     CLASS II
 PU2421
 PU2421.The horizontal coordinates were scaled from a map and have
 PU2421.an estimated accuracy of +/- 6 seconds.
 PU2421
 PU2421.The orthometric height was determined by differential leveling and
 PU2421.adjusted by the NATIONAL GEODETIC SURVEY
 PU2421.in July 1998.
 PU2421
 PU2421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2421.GEOID18 height accuracy estimate available here.
 PU2421
 PU2421.Click photographs - Photos may exist for this station.
 PU2421
 PU2421.The dynamic height is computed by dividing the NAVD 88
 PU2421.geopotential number by the normal gravity value computed on the
 PU2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2421.degrees latitude (g = 980.6199 gals.).
 PU2421
 PU2421.The modeled gravity was interpolated from observed gravity values.
 PU2421
 PU2421;                    North         East    Units  Estimated Accuracy
 PU2421;SPC SD N     -    91,670.      437,200.      MT  (+/- 180 meters Scaled)
 PU2421
 PU2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK337471(NAD 83)
 PU2421
 PU2421                          SUPERSEDED SURVEY CONTROL
 PU2421
 PU2421  NGVD 29 (04/17/07)  744.91   (m)         2443.9    (f) RESET       3  
 PU2421
 PU2421.Superseded values are not recommended for survey control.
 PU2421
 PU2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2421.See file dsdata.pdf to determine how the superseded data were derived.
 PU2421
 PU2421_MARKER: DV = VERTICAL CONTROL DISK
 PU2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2421_STAMPING: W 394 RESET 1988
 PU2421_MARK LOGO: NGS
 PU2421_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2421+STABILITY: SURFACE MOTION
 PU2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2421+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2421
 PU2421  HISTORY     - Date     Condition        Report By
 PU2421  HISTORY     - 1988     MONUMENTED       NGS
 PU2421  HISTORY     - 19960711 GOOD             NGS
 PU2421
 PU2421                          STATION DESCRIPTION
 PU2421
 PU2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2421'2.5 KM (1.55 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2421'WITH STATE HIGHWAY 34 AT HOWES CORNER, 27.9 M (91.5 FT) WEST FROM
 PU2421'THE CENTER OF 73, 5.64 M (18.5 FT) SOUTH FROM A FENCE,
 PU2421'0.3 M (1.0 FT) WEST FROM A WITNESS POST, IN THE
 PU2421'TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT).
 PU2421
 PU2421                          STATION RECOVERY (1996)
 PU2421
 PU2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2421'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2421'STATE HIGHWAY 34 IN HOWES, 550.0 M (1804.5 FT) SOUTH OF MILEPOST 148,
 PU2421'27.9 M (91.5 FT) WEST OF THE HIGHWAY CENTERLINE, 5.6 M (18.4 FT) WEST
 PU2421'OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PU2421'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0519 ***********************************************************************
 OT0519  DESIGNATION -  W 396
 OT0519  PID         -  OT0519
 OT0519  STATE/COUNTY-  SD/FALL RIVER
 OT0519  COUNTRY     -  US
 OT0519  USGS QUAD   -  MINNEKAHTA (2017)
 OT0519
 OT0519                         *CURRENT SURVEY CONTROL
 OT0519  ______________________________________________________________________
 OT0519* NAD 83(1986) POSITION- 43 25 57.     (N) 103 39 09.     (W)   SCALED
 OT0519* NAVD 88 ORTHO HEIGHT -  1253.866 (meters)     4113.73  (feet) POSTED
 OT0519  ______________________________________________________________________
 OT0519  GEOID HEIGHT    -        -14.947 (meters)                     GEOID18
 OT0519  DYNAMIC HEIGHT  -       1253.31  (meters)     4111.9   (feet) COMP
 OT0519  MODELED GRAVITY -    980,130.3   (mgal)                       NAVD 88
 OT0519
 OT0519  VERT ORDER      -  * POSTED, SEE BELOW
 OT0519
 OT0519.The horizontal coordinates were scaled from a map and have
 OT0519.an estimated accuracy of +/- 6 seconds.
 OT0519
 OT0519.The orthometric height was determined by differential leveling
 OT0519.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0519
 OT0519.* This is a POSTED BENCH MARK height.
 OT0519
 OT0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0519.GEOID18 height accuracy estimate available here.
 OT0519
 OT0519.Click photographs - Photos may exist for this station.
 OT0519
 OT0519.The dynamic height is computed by dividing the NAVD 88
 OT0519.geopotential number by the normal gravity value computed on the
 OT0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0519.degrees latitude (g = 980.6199 gals.).
 OT0519
 OT0519.The modeled gravity was interpolated from observed gravity values.
 OT0519
 OT0519;                    North         East    Units  Estimated Accuracy
 OT0519;SPC SD S     -   127,480.      331,350.      MT  (+/- 180 meters Scaled)
 OT0519
 OT0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ090097(NAD 83)
 OT0519
 OT0519                          SUPERSEDED SURVEY CONTROL
 OT0519
 OT0519  NGVD 29 (??/??/92) 1253.291  (m)         4111.84   (f) ADJ UNCH    1 2
 OT0519
 OT0519.Superseded values are not recommended for survey control.
 OT0519
 OT0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0519.See file dsdata.pdf to determine how the superseded data were derived.
 OT0519
 OT0519_MARKER: DB = BENCH MARK DISK
 OT0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0519_STAMPING: W 396 1963
 OT0519_MARK LOGO: CGS
 OT0519_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0519+STABILITY: SURFACE MOTION
 OT0519
 OT0519  HISTORY     - Date     Condition        Report By
 OT0519  HISTORY     - 1963     MONUMENTED       CGS
 OT0519  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0519
 OT0519                          STATION DESCRIPTION
 OT0519
 OT0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0519'1.8 MI E FROM MINNEKAHTA.
 OT0519'ABOUT 1.85 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0519'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, AT A CROSSING
 OT0519'OF THE RAILROAD AND A PRIVATE ROAD, IN SECTION 21, T 7 S, R 4 E,
 OT0519'0.15 MILE WEST OF MILE POST 2, 31 FEET NORTH OF THE NORTH RAIL,
 OT0519'36 FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 12
 OT0519'FEET EAST OF THE CENTER OF A GATE, 1.9 FEET NORTH OF A METAL
 OT0519'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 OT0519'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OT0519
 OT0519                          STATION RECOVERY (1985)
 OT0519
 OT0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0519'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0006 ***********************************************************************
 OU0006  DESIGNATION -  W 4
 OU0006  PID         -  OU0006
 OU0006  STATE/COUNTY-  SD/CUSTER
 OU0006  COUNTRY     -  US
 OU0006  USGS QUAD   -  DEWEY (2017)
 OU0006
 OU0006                         *CURRENT SURVEY CONTROL
 OU0006  ______________________________________________________________________
 OU0006* NAD 83(1986) POSITION- 43 30 08.7    (N) 104 01 26.2    (W)   HD_HELD2
 OU0006* NAVD 88 ORTHO HEIGHT -  1124.947 (meters)     3690.76  (feet) ADJUSTED
 OU0006  ______________________________________________________________________
 OU0006  GEOID HEIGHT    -        -14.625 (meters)                     GEOID18
 OU0006  DYNAMIC HEIGHT  -       1124.480 (meters)     3689.23  (feet) COMP
 OU0006  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 OU0006
 OU0006  VERT ORDER      -  FIRST     CLASS II
 OU0006
 OU0006.The horizontal coordinates were established by autonomous hand held GPS
 OU0006.observations and have an estimated accuracy of +/- 10 meters.
 OU0006
 OU0006.The orthometric height was determined by differential leveling and
 OU0006.adjusted by the NATIONAL GEODETIC SURVEY
 OU0006.in June 1991.
 OU0006
 OU0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0006.GEOID18 height accuracy estimate available here.
 OU0006
 OU0006.Click photographs - Photos may exist for this station.
 OU0006
 OU0006.The dynamic height is computed by dividing the NAVD 88
 OU0006.geopotential number by the normal gravity value computed on the
 OU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0006.degrees latitude (g = 980.6199 gals.).
 OU0006
 OU0006.The modeled gravity was interpolated from observed gravity values.
 OU0006
 OU0006;                    North         East    Units  Estimated Accuracy
 OU0006;SPC SD S     -   136,504.      301,653.      MT  (+/- 10 meters HH2 GPS)
 OU0006
 OU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7890517072(NAD 83)
 OU0006
 OU0006                          SUPERSEDED SURVEY CONTROL
 OU0006
 OU0006  NGVD 29 (??/??/92) 1124.371  (m)         3688.87   (f) ADJ UNCH    1 2
 OU0006
 OU0006.Superseded values are not recommended for survey control.
 OU0006
 OU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0006.See file dsdata.pdf to determine how the superseded data were derived.
 OU0006
 OU0006_MARKER: P = PIPE CAP
 OU0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0006_MARK LOGO: CGS
 OU0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0006+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2010
 OU0006
 OU0006  HISTORY     - Date     Condition        Report By
 OU0006  HISTORY     - 1908     MONUMENTED       CGS
 OU0006  HISTORY     - 1957     GOOD             CGS
 OU0006  HISTORY     - 1985     GOOD             NGS
 OU0006  HISTORY     - 20101021 GOOD             GEOCAC
 OU0006
 OU0006                          STATION DESCRIPTION
 OU0006
 OU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0006'17.5 MI NW FROM EDGEMONT.
 OU0006'ABOUT 17.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0006'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 29,
 OU0006'T. 6 S., R. 1 E., 0.3 MILE SOUTHEAST OF MILEPOST 494, ABOUT 23
 OU0006'YARDS SOUTHEAST OF THE CREST OF A SMALL HILL AND AT THE SOUTHEAST
 OU0006'END OF A CUT, 98 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT
 OU0006'NORTHEAST OF THE FENCE LINE, 1 FOOT NORTH OF A CONCRETE WITNESS
 OU0006'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A CAP ON A
 OU0006'3-INCH IRON PIPE PROJECTING 15 INCHES.
 OU0006
 OU0006                          STATION RECOVERY (1985)
 OU0006
 OU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  29.8 KM
 OU0006'(18.5 MI) NORTH ALONG COUNTY ROAD 6463 FROM THE US HIGHWAY 18 OVERPASS
 OU0006'OVER THE ROAD AND THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, AT THE
 OU0006'SOUTHEAST END OF A SMALL RAILROAD CUT, 58.3 METERS (191.5 FT)
 OU0006'SOUTHWEST ACROSS THE TRACKS FROM THE CENTER OF THE ROAD AND
 OU0006'29.9 METERS (98 FT) SOUTHWEST OF THE SOUTHWEST RAIL.  AN UNSTAMPED CAP
 OU0006'ON A 3-INCH IRON PIPE PROJECTING 38 CENTIMETERS ABOVE THE GROUND.
 OU0006'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OU0006'THE MARK IS 0.6 M BELOW THE TRACKS.
 OU0006
 OU0006                          STATION RECOVERY (2010)
 OU0006
 OU0006'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OU0006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0876 ***********************************************************************
 PU0876  DESIGNATION -  W 401
 PU0876  PID         -  PU0876
 PU0876  STATE/COUNTY-  SD/MEADE
 PU0876  COUNTRY     -  US
 PU0876  USGS QUAD   -  FAIRPOINT (2017)
 PU0876
 PU0876                         *CURRENT SURVEY CONTROL
 PU0876  ______________________________________________________________________
 PU0876* NAD 83(1986) POSITION- 44 38 52.     (N) 102 48 13.     (W)   SCALED
 PU0876* NAVD 88 ORTHO HEIGHT -   891.833 (meters)     2925.96  (feet) ADJUSTED
 PU0876  ______________________________________________________________________
 PU0876  GEOID HEIGHT    -        -17.767 (meters)                     GEOID18
 PU0876  DYNAMIC HEIGHT  -        891.602 (meters)     2925.20  (feet) COMP
 PU0876  MODELED GRAVITY -    980,328.3   (mgal)                       NAVD 88
 PU0876
 PU0876  VERT ORDER      -  SECOND    CLASS 0
 PU0876
 PU0876.The horizontal coordinates were scaled from a map and have
 PU0876.an estimated accuracy of +/- 6 seconds.
 PU0876
 PU0876.The orthometric height was determined by differential leveling and
 PU0876.adjusted by the NATIONAL GEODETIC SURVEY
 PU0876.in June 1991.
 PU0876
 PU0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0876.GEOID18 height accuracy estimate available here.
 PU0876
 PU0876.Click photographs - Photos may exist for this station.
 PU0876
 PU0876.The dynamic height is computed by dividing the NAVD 88
 PU0876.geopotential number by the normal gravity value computed on the
 PU0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0876.degrees latitude (g = 980.6199 gals.).
 PU0876
 PU0876.The modeled gravity was interpolated from observed gravity values.
 PU0876
 PU0876;                    North         East    Units  Estimated Accuracy
 PU0876;SPC SD N     -    94,350.      377,650.      MT  (+/- 180 meters Scaled)
 PU0876
 PU0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK741461(NAD 83)
 PU0876
 PU0876                          SUPERSEDED SURVEY CONTROL
 PU0876
 PU0876  NGVD 29 (??/??/92)  891.364  (m)         2924.42   (f) ADJ UNCH    2 0
 PU0876
 PU0876.Superseded values are not recommended for survey control.
 PU0876
 PU0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0876.See file dsdata.pdf to determine how the superseded data were derived.
 PU0876
 PU0876_MARKER: DB = BENCH MARK DISK
 PU0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0876_STAMPING: W 401 1962
 PU0876_MARK LOGO: CGS
 PU0876_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0876+STABILITY: SURFACE MOTION
 PU0876
 PU0876  HISTORY     - Date     Condition        Report By
 PU0876  HISTORY     - 1962     MONUMENTED       CGS
 PU0876
 PU0876                          STATION DESCRIPTION
 PU0876
 PU0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0876'7.7 MI S FROM FAIRPOINT.
 PU0876'7.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0876'0.25 MILE NORTH OF THE JUNCTION OF A DRIVEWAY TO A RANCHHOUSE,
 PU0876'ON THE TOP OF A SMALL HILL, 52 FEET WEST OF THE CENTER LINE OF
 PU0876'THE ROAD, 2 1/2 FEET EAST OF A POWER POLE, 2.1 FEET NORTH OF A
 PU0876'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PU0876'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0763 ***********************************************************************
 PU0763  DESIGNATION -  W 402
 PU0763  PID         -  PU0763
 PU0763  STATE/COUNTY-  SD/MEADE
 PU0763  COUNTRY     -  US
 PU0763  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0763
 PU0763                         *CURRENT SURVEY CONTROL
 PU0763  ______________________________________________________________________
 PU0763* NAD 83(1986) POSITION- 44 52 42.     (N) 102 48 46.     (W)   SCALED
 PU0763* NAVD 88 ORTHO HEIGHT -   797.092 (meters)     2615.13  (feet) ADJUSTED
 PU0763  ______________________________________________________________________
 PU0763  GEOID HEIGHT    -        -17.598 (meters)                     GEOID18
 PU0763  DYNAMIC HEIGHT  -        796.920 (meters)     2614.56  (feet) COMP
 PU0763  MODELED GRAVITY -    980,374.9   (mgal)                       NAVD 88
 PU0763
 PU0763  VERT ORDER      -  SECOND    CLASS 0
 PU0763
 PU0763.The horizontal coordinates were scaled from a map and have
 PU0763.an estimated accuracy of +/- 6 seconds.
 PU0763
 PU0763.The orthometric height was determined by differential leveling and
 PU0763.adjusted by the NATIONAL GEODETIC SURVEY
 PU0763.in June 1991.
 PU0763
 PU0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0763.GEOID18 height accuracy estimate available here.
 PU0763
 PU0763.Click photographs - Photos may exist for this station.
 PU0763
 PU0763.The dynamic height is computed by dividing the NAVD 88
 PU0763.geopotential number by the normal gravity value computed on the
 PU0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0763.degrees latitude (g = 980.6199 gals.).
 PU0763
 PU0763.The modeled gravity was interpolated from observed gravity values.
 PU0763
 PU0763;                    North         East    Units  Estimated Accuracy
 PU0763;SPC SD N     -   119,980.      377,810.      MT  (+/- 180 meters Scaled)
 PU0763
 PU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK727717(NAD 83)
 PU0763
 PU0763                          SUPERSEDED SURVEY CONTROL
 PU0763
 PU0763  NGVD 29 (??/??/92)  796.624  (m)         2613.59   (f) ADJ UNCH    2 0
 PU0763
 PU0763.Superseded values are not recommended for survey control.
 PU0763
 PU0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0763.See file dsdata.pdf to determine how the superseded data were derived.
 PU0763
 PU0763_MARKER: DB = BENCH MARK DISK
 PU0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0763_STAMPING: W 402 1962
 PU0763_MARK LOGO: CGS
 PU0763_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0763+STABILITY: SURFACE MOTION
 PU0763
 PU0763  HISTORY     - Date     Condition        Report By
 PU0763  HISTORY     - 1962     MONUMENTED       CGS
 PU0763
 PU0763                          STATION DESCRIPTION
 PU0763
 PU0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0763'5.2 MI E FROM SULPHUR.
 PU0763'5.15 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 48
 PU0763'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9.3 FEET NORTH
 PU0763'OF A POWER POLE, 2.0 FEET NORTH OF A FENCE, 2.2 FEET WEST
 PU0763'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN
 PU0763'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0714 ***********************************************************************
 PU0714  DESIGNATION -  W 403
 PU0714  PID         -  PU0714
 PU0714  STATE/COUNTY-  SD/BUTTE
 PU0714  COUNTRY     -  US
 PU0714  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU0714
 PU0714                         *CURRENT SURVEY CONTROL
 PU0714  ______________________________________________________________________
 PU0714* NAD 83(1986) POSITION- 44 49 57.     (N) 102 58 47.     (W)   SCALED
 PU0714* NAVD 88 ORTHO HEIGHT -   844.632 (meters)     2771.10  (feet) ADJUSTED
 PU0714  ______________________________________________________________________
 PU0714  GEOID HEIGHT    -        -17.278 (meters)                     GEOID18
 PU0714  DYNAMIC HEIGHT  -        844.439 (meters)     2770.46  (feet) COMP
 PU0714  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 PU0714
 PU0714  VERT ORDER      -  SECOND    CLASS 0
 PU0714
 PU0714.The horizontal coordinates were scaled from a map and have
 PU0714.an estimated accuracy of +/- 6 seconds.
 PU0714
 PU0714.The orthometric height was determined by differential leveling and
 PU0714.adjusted by the NATIONAL GEODETIC SURVEY
 PU0714.in June 1991.
 PU0714
 PU0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0714.GEOID18 height accuracy estimate available here.
 PU0714
 PU0714.Click photographs - Photos may exist for this station.
 PU0714
 PU0714.The dynamic height is computed by dividing the NAVD 88
 PU0714.geopotential number by the normal gravity value computed on the
 PU0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0714.degrees latitude (g = 980.6199 gals.).
 PU0714
 PU0714.The modeled gravity was interpolated from observed gravity values.
 PU0714
 PU0714;                    North         East    Units  Estimated Accuracy
 PU0714;SPC SD N     -   115,370.      364,440.      MT  (+/- 180 meters Scaled)
 PU0714
 PU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK596663(NAD 83)
 PU0714
 PU0714                          SUPERSEDED SURVEY CONTROL
 PU0714
 PU0714  NGVD 29 (??/??/92)  844.152  (m)         2769.52   (f) ADJ UNCH    2 0
 PU0714
 PU0714.Superseded values are not recommended for survey control.
 PU0714
 PU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0714.See file dsdata.pdf to determine how the superseded data were derived.
 PU0714
 PU0714_MARKER: DB = BENCH MARK DISK
 PU0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0714_STAMPING: W 403 1962
 PU0714_MARK LOGO: CGS
 PU0714_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0714+STABILITY: SURFACE MOTION
 PU0714
 PU0714  HISTORY     - Date     Condition        Report By
 PU0714  HISTORY     - 1962     MONUMENTED       CGS
 PU0714
 PU0714                          STATION DESCRIPTION
 PU0714
 PU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0714'4.7 MI SW FROM SULPHUR.
 PU0714'4.7 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE
 PU0714'AT SULPHUR, 0.2 MILE SOUTHWEST OF A WOODEN BRIDGE, 52 FEET
 PU0714'NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 PU0714'EAST-SOUTHEAST, 43 FEET NORTHWEST OF THE CENTER LINE OF THE
 PU0714'ROAD, 35 FEET WEST OF A MAIL BOX, 2.3 FEET SOUTHEAST OF A
 PU0714'FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 PU0714'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0714'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0792 ***********************************************************************
 PU0792  DESIGNATION -  W 404
 PU0792  PID         -  PU0792
 PU0792  STATE/COUNTY-  SD/MEADE
 PU0792  COUNTRY     -  US
 PU0792  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0792
 PU0792                         *CURRENT SURVEY CONTROL
 PU0792  ______________________________________________________________________
 PU0792* NAD 83(1986) POSITION- 44 52 44.     (N) 102 39 16.     (W)   SCALED
 PU0792* NAVD 88 ORTHO HEIGHT -   812.936 (meters)     2667.11  (feet) ADJUSTED
 PU0792  ______________________________________________________________________
 PU0792  GEOID HEIGHT    -        -17.968 (meters)                     GEOID18
 PU0792  DYNAMIC HEIGHT  -        812.763 (meters)     2666.54  (feet) COMP
 PU0792  MODELED GRAVITY -    980,377.5   (mgal)                       NAVD 88
 PU0792
 PU0792  VERT ORDER      -  SECOND    CLASS 0
 PU0792
 PU0792.The horizontal coordinates were scaled from a map and have
 PU0792.an estimated accuracy of +/- 6 seconds.
 PU0792
 PU0792.The orthometric height was determined by differential leveling and
 PU0792.adjusted by the NATIONAL GEODETIC SURVEY
 PU0792.in June 1991.
 PU0792
 PU0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0792.GEOID18 height accuracy estimate available here.
 PU0792
 PU0792.Click photographs - Photos may exist for this station.
 PU0792
 PU0792.The dynamic height is computed by dividing the NAVD 88
 PU0792.geopotential number by the normal gravity value computed on the
 PU0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0792.degrees latitude (g = 980.6199 gals.).
 PU0792
 PU0792.The modeled gravity was interpolated from observed gravity values.
 PU0792
 PU0792;                    North         East    Units  Estimated Accuracy
 PU0792;SPC SD N     -   119,620.      390,310.      MT  (+/- 180 meters Scaled)
 PU0792
 PU0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK852721(NAD 83)
 PU0792
 PU0792                          SUPERSEDED SURVEY CONTROL
 PU0792
 PU0792  NGVD 29 (??/??/92)  812.477  (m)         2665.60   (f) ADJ UNCH    2 0
 PU0792
 PU0792.Superseded values are not recommended for survey control.
 PU0792
 PU0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0792.See file dsdata.pdf to determine how the superseded data were derived.
 PU0792
 PU0792_MARKER: DB = BENCH MARK DISK
 PU0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0792_STAMPING: W 404 1962
 PU0792_MARK LOGO: CGS
 PU0792_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0792+STABILITY: SURFACE MOTION
 PU0792
 PU0792  HISTORY     - Date     Condition        Report By
 PU0792  HISTORY     - 1962     MONUMENTED       CGS
 PU0792
 PU0792                          STATION DESCRIPTION
 PU0792
 PU0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0792'11 MI N FROM STONEVILLE.
 PU0792'11.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0792'STONEVILLE, ON A SMALL HILL, 50 FEET EAST OF THE CENTER LINE
 PU0792'OF THE ROAD, 2.4 FEET WEST OF A FENCE, 2.9 FEET SOUTH OF A
 PU0792'WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE
 PU0792'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0292 ***********************************************************************
 PU0292  DESIGNATION -  W 405
 PU0292  PID         -  PU0292
 PU0292  STATE/COUNTY-  SD/MEADE
 PU0292  COUNTRY     -  US
 PU0292  USGS QUAD   -  OPAL EAST SW (2017)
 PU0292
 PU0292                         *CURRENT SURVEY CONTROL
 PU0292  ______________________________________________________________________
 PU0292* NAD 83(1986) POSITION- 44 47 17.     (N) 102 28 49.     (W)   SCALED
 PU0292* NAVD 88 ORTHO HEIGHT -   753.603 (meters)     2472.45  (feet) ADJUSTED
 PU0292  ______________________________________________________________________
 PU0292  GEOID HEIGHT    -        -18.517 (meters)                     GEOID18
 PU0292  DYNAMIC HEIGHT  -        753.437 (meters)     2471.90  (feet) COMP
 PU0292  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 PU0292
 PU0292  VERT ORDER      -  SECOND    CLASS 0
 PU0292
 PU0292.The horizontal coordinates were scaled from a map and have
 PU0292.an estimated accuracy of +/- 6 seconds.
 PU0292
 PU0292.The orthometric height was determined by differential leveling and
 PU0292.adjusted by the NATIONAL GEODETIC SURVEY
 PU0292.in June 1991.
 PU0292
 PU0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0292.GEOID18 height accuracy estimate available here.
 PU0292
 PU0292.Click photographs - Photos may exist for this station.
 PU0292
 PU0292.The dynamic height is computed by dividing the NAVD 88
 PU0292.geopotential number by the normal gravity value computed on the
 PU0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0292.degrees latitude (g = 980.6199 gals.).
 PU0292
 PU0292.The modeled gravity was interpolated from observed gravity values.
 PU0292
 PU0292;                    North         East    Units  Estimated Accuracy
 PU0292;SPC SD N     -   109,100.      403,760.      MT  (+/- 180 meters Scaled)
 PU0292
 PU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK993624(NAD 83)
 PU0292
 PU0292                          SUPERSEDED SURVEY CONTROL
 PU0292
 PU0292  NGVD 29 (??/??/92)  753.145  (m)         2470.94   (f) ADJ UNCH    2 0
 PU0292
 PU0292.Superseded values are not recommended for survey control.
 PU0292
 PU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0292.See file dsdata.pdf to determine how the superseded data were derived.
 PU0292
 PU0292_MARKER: DB = BENCH MARK DISK
 PU0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0292_STAMPING: W 405 1962
 PU0292_MARK LOGO: CGS
 PU0292_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0292+STABILITY: SURFACE MOTION
 PU0292
 PU0292  HISTORY     - Date     Condition        Report By
 PU0292  HISTORY     - 1962     MONUMENTED       CGS
 PU0292
 PU0292                          STATION DESCRIPTION
 PU0292
 PU0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0292'11.2 MI S FROM OPAL.
 PU0292'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0292'THENCE 7.75 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES
 PU0292'WEST ALONG A GRAVEL ROAD, 0.1 MILE WEST OF A SMALL CANYON, 45
 PU0292'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 100 FEET
 PU0292'EAST-SOUTHEAST OF THE NORTHEAST END OF AN 18-INCH PIPE CULVERT,
 PU0292'2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH TE ROAD
 PU0292'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2059 ***********************************************************************
 PU2059  DESIGNATION -  W 406
 PU2059  PID         -  PU2059
 PU2059  STATE/COUNTY-  SD/BUTTE
 PU2059  COUNTRY     -  US
 PU2059  USGS QUAD   -  NISLAND (2017)
 PU2059
 PU2059                         *CURRENT SURVEY CONTROL
 PU2059  ______________________________________________________________________
 PU2059* NAD 83(1986) POSITION- 44 39 23.     (N) 103 32 54.     (W)   SCALED
 PU2059* NAVD 88 ORTHO HEIGHT -   887.164 (meters)     2910.64  (feet) ADJUSTED
 PU2059  ______________________________________________________________________
 PU2059  GEOID HEIGHT    -        -15.980 (meters)                     GEOID18
 PU2059  DYNAMIC HEIGHT  -        886.928 (meters)     2909.86  (feet) COMP
 PU2059  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 PU2059
 PU2059  VERT ORDER      -  SECOND    CLASS 0
 PU2059
 PU2059.The horizontal coordinates were scaled from a map and have
 PU2059.an estimated accuracy of +/- 6 seconds.
 PU2059
 PU2059.The orthometric height was determined by differential leveling and
 PU2059.adjusted by the NATIONAL GEODETIC SURVEY
 PU2059.in June 1991.
 PU2059
 PU2059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2059.GEOID18 height accuracy estimate available here.
 PU2059
 PU2059.Click photographs - Photos may exist for this station.
 PU2059
 PU2059.The dynamic height is computed by dividing the NAVD 88
 PU2059.geopotential number by the normal gravity value computed on the
 PU2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2059.degrees latitude (g = 980.6199 gals.).
 PU2059
 PU2059.The modeled gravity was interpolated from observed gravity values.
 PU2059
 PU2059;                    North         East    Units  Estimated Accuracy
 PU2059;SPC SD N     -    97,630.      318,660.      MT  (+/- 180 meters Scaled)
 PU2059
 PU2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK150458(NAD 83)
 PU2059
 PU2059                          SUPERSEDED SURVEY CONTROL
 PU2059
 PU2059  NGVD 29 (??/??/92)  886.679  (m)         2909.05   (f) ADJ UNCH    2 0
 PU2059
 PU2059.Superseded values are not recommended for survey control.
 PU2059
 PU2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2059.See file dsdata.pdf to determine how the superseded data were derived.
 PU2059
 PU2059_MARKER: DB = BENCH MARK DISK
 PU2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2059_STAMPING: W 406 1962
 PU2059_MARK LOGO: CGS
 PU2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2059+STABILITY: SURFACE MOTION
 PU2059
 PU2059  HISTORY     - Date     Condition        Report By
 PU2059  HISTORY     - 1962     MONUMENTED       CGS
 PU2059
 PU2059                          STATION DESCRIPTION
 PU2059
 PU2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2059'1.7 MI S FROM NISLAND.
 PU2059'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2059'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 0.3
 PU2059'MILE SOUTH ALONG ROADS, 26 FEET EAST OF THE CENTER LINE OF THE
 PU2059'ROAD, 154 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 PU2059'DRIVEWAY WEST TO A RANCH, 14 FEET SOUTH OF THE CENTER OF A WIRE
 PU2059'GATE, 2.9 FEET WEST OF A FENCE, 2.5 FEET NORTH OF A WITNESS POST,
 PU2059'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU2059'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1140 ***********************************************************************
 PU1140  DESIGNATION -  W 407
 PU1140  PID         -  PU1140
 PU1140  STATE/COUNTY-  SD/MEADE
 PU1140  COUNTRY     -  US
 PU1140  USGS QUAD   -  VALE (2017)
 PU1140
 PU1140                         *CURRENT SURVEY CONTROL
 PU1140  ______________________________________________________________________
 PU1140* NAD 83(1986) POSITION- 44 30 12.     (N) 103 28 03.     (W)   SCALED
 PU1140* NAVD 88 ORTHO HEIGHT -   966.166 (meters)     3169.83  (feet) ADJUSTED
 PU1140  ______________________________________________________________________
 PU1140  GEOID HEIGHT    -        -15.839 (meters)                     GEOID18
 PU1140  DYNAMIC HEIGHT  -        965.878 (meters)     3168.88  (feet) COMP
 PU1140  MODELED GRAVITY -    980,286.8   (mgal)                       NAVD 88
 PU1140
 PU1140  VERT ORDER      -  SECOND    CLASS 0
 PU1140
 PU1140.The horizontal coordinates were scaled from a map and have
 PU1140.an estimated accuracy of +/- 6 seconds.
 PU1140
 PU1140.The orthometric height was determined by differential leveling and
 PU1140.adjusted by the NATIONAL GEODETIC SURVEY
 PU1140.in June 1991.
 PU1140
 PU1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1140.GEOID18 height accuracy estimate available here.
 PU1140
 PU1140.Click photographs - Photos may exist for this station.
 PU1140
 PU1140.The dynamic height is computed by dividing the NAVD 88
 PU1140.geopotential number by the normal gravity value computed on the
 PU1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1140.degrees latitude (g = 980.6199 gals.).
 PU1140
 PU1140.The modeled gravity was interpolated from observed gravity values.
 PU1140
 PU1140;                    North         East    Units  Estimated Accuracy
 PU1140;SPC SD N     -    80,360.      324,340.      MT  (+/- 180 meters Scaled)
 PU1140
 PU1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK218289(NAD 83)
 PU1140
 PU1140                          SUPERSEDED SURVEY CONTROL
 PU1140
 PU1140  NGVD 29 (??/??/92)  965.662  (m)         3168.18   (f) ADJ UNCH    2 0
 PU1140
 PU1140.Superseded values are not recommended for survey control.
 PU1140
 PU1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1140.See file dsdata.pdf to determine how the superseded data were derived.
 PU1140
 PU1140_MARKER: DB = BENCH MARK DISK
 PU1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1140_STAMPING: W 407 1962
 PU1140_MARK LOGO: CGS
 PU1140_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1140+STABILITY: SURFACE MOTION
 PU1140
 PU1140  HISTORY     - Date     Condition        Report By
 PU1140  HISTORY     - 1962     MONUMENTED       CGS
 PU1140
 PU1140                          STATION DESCRIPTION
 PU1140
 PU1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1140'8.4 MI N FROM STURGIS.
 PU1140'7.4 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT STURGIS,
 PU1140'THENCE 1.0 MILE EAST ALONG A ROAD, 45 FEET NORTHEAST OF THE
 PU1140'CENTER OF THE INTERSECTION OF A GRAVEL ROAD, 30 FEET NORTH OF THE
 PU1140'CENTER LINE OF THE ROAD, 36 FEET EAST OF THE CENTER LINE OF
 PU1140'THE ROAD NORTH, 15 FEET EAST OF A POWER POLE, 2.9 FEET SOUTH
 PU1140'OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, 2 FEET LOWER THAN
 PU1140'THE ROAD, 4 1/2 FEET SOUTHEAST OF A FENCE CORNER POST AND IN
 PU1140'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0659 ***********************************************************************
 PU0659  DESIGNATION -  W 408
 PU0659  PID         -  PU0659
 PU0659  STATE/COUNTY-  SD/MEADE
 PU0659  COUNTRY     -  US
 PU0659  USGS QUAD   -  HEREFORD (2017)
 PU0659
 PU0659                         *CURRENT SURVEY CONTROL
 PU0659  ______________________________________________________________________
 PU0659* NAD 83(1986) POSITION- 44 23 14.     (N) 102 55 20.     (W)   SCALED
 PU0659* NAVD 88 ORTHO HEIGHT -   816.364 (meters)     2678.35  (feet) ADJUSTED
 PU0659  ______________________________________________________________________
 PU0659  GEOID HEIGHT    -        -17.495 (meters)                     GEOID18
 PU0659  DYNAMIC HEIGHT  -        816.139 (meters)     2677.62  (feet) COMP
 PU0659  MODELED GRAVITY -    980,316.0   (mgal)                       NAVD 88
 PU0659
 PU0659  VERT ORDER      -  SECOND    CLASS 0
 PU0659
 PU0659.The horizontal coordinates were scaled from a map and have
 PU0659.an estimated accuracy of +/- 6 seconds.
 PU0659
 PU0659.The orthometric height was determined by differential leveling and
 PU0659.adjusted by the NATIONAL GEODETIC SURVEY
 PU0659.in June 1991.
 PU0659
 PU0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0659.GEOID18 height accuracy estimate available here.
 PU0659
 PU0659.Click photographs - Photos may exist for this station.
 PU0659
 PU0659.The dynamic height is computed by dividing the NAVD 88
 PU0659.geopotential number by the normal gravity value computed on the
 PU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0659.degrees latitude (g = 980.6199 gals.).
 PU0659
 PU0659.The modeled gravity was interpolated from observed gravity values.
 PU0659
 PU0659;                    North         East    Units  Estimated Accuracy
 PU0659;SPC SD N     -    65,750.      367,200.      MT  (+/- 180 meters Scaled)
 PU0659
 PU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK654169(NAD 83)
 PU0659
 PU0659                          SUPERSEDED SURVEY CONTROL
 PU0659
 PU0659  NGVD 29 (??/??/92)  815.904  (m)         2676.85   (f) ADJ UNCH    2 0
 PU0659
 PU0659.Superseded values are not recommended for survey control.
 PU0659
 PU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0659.See file dsdata.pdf to determine how the superseded data were derived.
 PU0659
 PU0659_MARKER: DB = BENCH MARK DISK
 PU0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0659_STAMPING: W 408 1962
 PU0659_MARK LOGO: CGS
 PU0659_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0659+STABILITY: SURFACE MOTION
 PU0659
 PU0659  HISTORY     - Date     Condition        Report By
 PU0659  HISTORY     - 1962     MONUMENTED       CGS
 PU0659
 PU0659                          STATION DESCRIPTION
 PU0659
 PU0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0659'1.4 MI W FROM HEREFORD.
 PU0659'1.4 MILE WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0659'0.05 MILE EAST OF A NORTH-SOUTH ROAD, 40 1/2 FEET SOUTH OF THE
 PU0659'CENTER LINE OF THE ROAD, 5 1/2 FEET EAST OF A POWER POLE, 2.4
 PU0659'FEET NORTH OF A FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST,
 PU0659'ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0659'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0946 ***********************************************************************
 PU0946  DESIGNATION -  W 410
 PU0946  PID         -  PU0946
 PU0946  STATE/COUNTY-  SD/MEADE
 PU0946  COUNTRY     -  US
 PU0946  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0946
 PU0946                         *CURRENT SURVEY CONTROL
 PU0946  ______________________________________________________________________
 PU0946* NAD 83(1986) POSITION- 44 31 15.26   (N) 102 49 44.14   (W)   HD_HELD1
 PU0946* NAVD 88 ORTHO HEIGHT -   844.731 (meters)     2771.42  (feet) ADJUSTED
 PU0946  ______________________________________________________________________
 PU0946  GEOID HEIGHT    -        -17.806 (meters)                     GEOID18
 PU0946  DYNAMIC HEIGHT  -        844.503 (meters)     2770.67  (feet) COMP
 PU0946  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 PU0946
 PU0946  VERT ORDER      -  FIRST     CLASS II
 PU0946
 PU0946.The horizontal coordinates were determined by differentially corrected
 PU0946.hand held GPS observations or other comparable positioning techniques
 PU0946.and have an estimated accuracy of +/- 3 meters.
 PU0946
 PU0946.The orthometric height was determined by differential leveling and
 PU0946.adjusted by the NATIONAL GEODETIC SURVEY
 PU0946.in October 1997.
 PU0946
 PU0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0946.GEOID18 height accuracy estimate available here.
 PU0946
 PU0946.Click photographs - Photos may exist for this station.
 PU0946
 PU0946.The dynamic height is computed by dividing the NAVD 88
 PU0946.geopotential number by the normal gravity value computed on the
 PU0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0946.degrees latitude (g = 980.6199 gals.).
 PU0946
 PU0946.The modeled gravity was interpolated from observed gravity values.
 PU0946
 PU0946;                    North         East    Units  Estimated Accuracy
 PU0946;SPC SD N     -    80,333.7     375,146.9     MT  (+/- 3 meters HH1 GPS) 
 PU0946
 PU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7253432023(NAD 83)
 PU0946
 PU0946                          SUPERSEDED SURVEY CONTROL
 PU0946
 PU0946  NAVD 88 (06/15/91)  844.710  (m)         2771.35   (f) SUPERSEDED  1 2
 PU0946  NGVD 29 (??/??/92)  844.253  (m)         2769.85   (f) ADJ UNCH    1 2
 PU0946
 PU0946.Superseded values are not recommended for survey control.
 PU0946
 PU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0946.See file dsdata.pdf to determine how the superseded data were derived.
 PU0946
 PU0946_MARKER: DB = BENCH MARK DISK
 PU0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0946_STAMPING: W 410 1962
 PU0946_MARK LOGO: CGS
 PU0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0946+STABILITY: SURFACE MOTION
 PU0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0946+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 PU0946
 PU0946  HISTORY     - Date     Condition        Report By
 PU0946  HISTORY     - 1962     MONUMENTED       CGS
 PU0946  HISTORY     - 19950524 GOOD             NGS
 PU0946  HISTORY     - 20120508 GOOD             INDIV
 PU0946
 PU0946                          STATION DESCRIPTION
 PU0946
 PU0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0946'16 MI E FROM VOLUNTEER.
 PU0946'16.05 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0946'VOLUNTEER, 0.3 MILE WEST OF THE JUNCTION OF A NORTH-SOUTH CROSS
 PU0946'ROAD, 0.1 MILE WEST OF THE SUMMIT OF A PROMINENT HILL, NEAR THE
 PU0946'SOUTHWEST END OF A CUT, 101 FEET SOUTHEAST OF THE CENTER LINE
 PU0946'OF THE HIGHWAY, 2.0 FEET NORTHWEST OF A FENCE, 2.7 FEET NORTHEAST
 PU0946'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY AND IN
 PU0946'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0946
 PU0946                          STATION RECOVERY (1995)
 PU0946
 PU0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0946'14.1 KM (8.75 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0946'IN UNION CENTER, 223.2 M (732.3 FT) EAST OF MILEPOST 72, 30.2 M (99.1
 PU0946'FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) EAST OF A WITNESS
 PU0946'POST, 0.7 M (2.3 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 PU0946'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 PU0946'GROUND SURFACE.
 PU0946
 PU0946                          STATION RECOVERY (2012)
 PU0946
 PU0946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0162 ***********************************************************************
 PU0162  DESIGNATION -  W 411
 PU0162  PID         -  PU0162
 PU0162  STATE/COUNTY-  SD/MEADE
 PU0162  COUNTRY     -  US
 PU0162  USGS QUAD   -  WHITE OWL SE (2017)
 PU0162
 PU0162                         *CURRENT SURVEY CONTROL
 PU0162  ______________________________________________________________________
 PU0162* NAD 83(1986) POSITION- 44 36 13.     (N) 102 18 07.     (W)   SCALED
 PU0162* NAVD 88 ORTHO HEIGHT -   791.205 (meters)     2595.81  (feet) ADJUSTED
 PU0162  ______________________________________________________________________
 PU0162  GEOID HEIGHT    -        -19.105 (meters)                     GEOID18
 PU0162  DYNAMIC HEIGHT  -        791.010 (meters)     2595.17  (feet) COMP
 PU0162  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 PU0162
 PU0162  VERT ORDER      -  FIRST     CLASS II
 PU0162
 PU0162.The horizontal coordinates were scaled from a map and have
 PU0162.an estimated accuracy of +/- 6 seconds.
 PU0162
 PU0162.The orthometric height was determined by differential leveling and
 PU0162.adjusted by the NATIONAL GEODETIC SURVEY
 PU0162.in October 1997.
 PU0162
 PU0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0162.GEOID18 height accuracy estimate available here.
 PU0162
 PU0162.Click photographs - Photos may exist for this station.
 PU0162
 PU0162.The dynamic height is computed by dividing the NAVD 88
 PU0162.geopotential number by the normal gravity value computed on the
 PU0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0162.degrees latitude (g = 980.6199 gals.).
 PU0162
 PU0162.The modeled gravity was interpolated from observed gravity values.
 PU0162
 PU0162;                    North         East    Units  Estimated Accuracy
 PU0162;SPC SD N     -    88,190.      417,280.      MT  (+/- 180 meters Scaled)
 PU0162
 PU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK141424(NAD 83)
 PU0162
 PU0162                          SUPERSEDED SURVEY CONTROL
 PU0162
 PU0162  NAVD 88 (06/15/91)  791.187  (m)         2595.75   (f) SUPERSEDED  1 2
 PU0162  NGVD 29 (??/??/92)  790.725  (m)         2594.24   (f) ADJ UNCH    1 2
 PU0162
 PU0162.Superseded values are not recommended for survey control.
 PU0162
 PU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0162.See file dsdata.pdf to determine how the superseded data were derived.
 PU0162
 PU0162_MARKER: DB = BENCH MARK DISK
 PU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0162_STAMPING: W 411 1962
 PU0162_MARK LOGO: CGS
 PU0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0162+STABILITY: SURFACE MOTION
 PU0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0162+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0162
 PU0162  HISTORY     - Date     Condition        Report By
 PU0162  HISTORY     - 1962     MONUMENTED       CGS
 PU0162  HISTORY     - 1963     GOOD             CGS
 PU0162  HISTORY     - 19900509 GOOD             NGS
 PU0162  HISTORY     - 19950605 GOOD             NGS
 PU0162
 PU0162                          STATION DESCRIPTION
 PU0162
 PU0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0162'6.9 MI NE FROM WHITE OWL.
 PU0162'ABOUT 6.9 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0162'POST OFFICE AT WHITE OWL, OR 6.85 MILES WEST ALONG STATE HIGHWAY
 PU0162'34 FROM THE STORE AND POST OFFICE AT PLAINVIEW, AT THE JUNCTION
 PU0162'OF THE HIGHWAY AND A ROAD LEADING SOUTH, AT A RIGHT ANGLE TURN
 PU0162'IN A POWER LINE, 51 FEET SOUTH OF THE CENTER LINE OF THE
 PU0162'HIGHWAY, 41 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 PU0162'SOUTH, 3 FEET EAST OF A POWER POLE, 15 FEET NORTH OF A FENCE,
 PU0162'2.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 PU0162'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PU0162'POST PROJECTING 4 INCHES.
 PU0162
 PU0162                          STATION RECOVERY (1990)
 PU0162
 PU0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PU0162'8.93 KM (5.55 MI) EAST FROM WHITE OWL, OR 22.37 KM (13.90 MI) WEST
 PU0162'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE ALONG STATE HIGHWAY 34,
 PU0162'THEN 22.55 M (73.98 FT) SOUTH FROM THE CENTER OF 34, 14.63 M (48.00
 PU0162'FT) EAST FROM THE CENTER OF AN APPROACH, 31.70 M (104.00 FT)
 PU0162'EAST-NORTHEAST FROM A POWERPOLE, 0.3 M (1.0 FT) NORTH FROM A WITNESS
 PU0162'POST IN THE RIGHT-OF-WAY FENCE.
 PU0162
 PU0162                          STATION RECOVERY (1995)
 PU0162
 PU0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0162'20.4 KM (12.65 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU0162'OF STATE HIGHWAY 73 IN HOWES, 301.0 M (987.5 FT) EAST OF MILEPOST 100,
 PU0162'26.4 M (86.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.9 M (39.0 FT)
 PU0162'EAST OF THE CENTER OF A DRIVEWAY, 4.7 M (15.4 FT) SOUTHEAST OF FENCE
 PU0162'CORNER, 3.9 M (12.8 FT) NORTH OF A T-JUNCTION UTILITY POLE, 0.7 M (2.3
 PU0162'FT) WEST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 PU0162'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 PU0162'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 PU0162'IS ON PROPERTY OWNED BY MICHAEL OGRADY, HCR 77, BOX 44, WHITE OWL, SD
 PU0162'57792, TELEPHONE NUMBER (605) 985-5323.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1257 ***********************************************************************
 PU1257  DESIGNATION -  W 412
 PU1257  PID         -  PU1257
 PU1257  STATE/COUNTY-  SD/BUTTE
 PU1257  COUNTRY     -  US
 PU1257  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1257
 PU1257                         *CURRENT SURVEY CONTROL
 PU1257  ______________________________________________________________________
 PU1257* NAD 83(1986) POSITION- 44 47 59.0    (N) 103 15 20.6    (W)   HD_HELD2
 PU1257* NAVD 88 ORTHO HEIGHT -   900.999 (meters)     2956.03  (feet) ADJUSTED
 PU1257  ______________________________________________________________________
 PU1257  GEOID HEIGHT    -        -16.729 (meters)                     GEOID18
 PU1257  DYNAMIC HEIGHT  -        900.772 (meters)     2955.28  (feet) COMP
 PU1257  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 PU1257
 PU1257  VERT ORDER      -  FIRST     CLASS II
 PU1257
 PU1257.The horizontal coordinates were established by autonomous hand held GPS
 PU1257.observations and have an estimated accuracy of +/- 10 meters.
 PU1257
 PU1257.The orthometric height was determined by differential leveling and
 PU1257.adjusted by the NATIONAL GEODETIC SURVEY
 PU1257.in July 1998.
 PU1257
 PU1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1257.GEOID18 height accuracy estimate available here.
 PU1257
 PU1257.Click photographs - Photos may exist for this station.
 PU1257
 PU1257.The dynamic height is computed by dividing the NAVD 88
 PU1257.geopotential number by the normal gravity value computed on the
 PU1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1257.degrees latitude (g = 980.6199 gals.).
 PU1257
 PU1257.The modeled gravity was interpolated from observed gravity values.
 PU1257
 PU1257;                    North         East    Units  Estimated Accuracy
 PU1257;SPC SD N     -   112,566.      342,487.      MT  (+/- 10 meters HH2 GPS)
 PU1257
 PU1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3795462182(NAD 83)
 PU1257
 PU1257                          SUPERSEDED SURVEY CONTROL
 PU1257
 PU1257  NAVD 88 (06/15/91)  900.870  (m)         2955.60   (f) SUPERSEDED  1 2
 PU1257  NGVD 29 (??/??/92)  900.385  (m)         2954.01   (f) ADJ UNCH    1 2
 PU1257
 PU1257.Superseded values are not recommended for survey control.
 PU1257
 PU1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1257.See file dsdata.pdf to determine how the superseded data were derived.
 PU1257
 PU1257_MARKER: DB = BENCH MARK DISK
 PU1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1257_STAMPING: W 412 1963
 PU1257_MARK LOGO: CGS
 PU1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1257+STABILITY: SURFACE MOTION
 PU1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1257+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1257
 PU1257  HISTORY     - Date     Condition        Report By
 PU1257  HISTORY     - 1963     MONUMENTED       CGS
 PU1257  HISTORY     - 19951116 GOOD             NGS
 PU1257
 PU1257                          STATION DESCRIPTION
 PU1257
 PU1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1257'10.4 MI NE FROM NEWELL.
 PU1257'ABOUT 10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1257'SCHOOL AT NEWELL, AT A POINT WHERE A POWER LINE CROSSES THE
 PU1257'HIGHWAY, 73 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PU1257'27 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE ACROSS A DRIVEWAY
 PU1257'LEADING TO A FIELD, 4 FEET SOUTHWEST OF A T-FENCE CORNER, 2.0
 PU1257'FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTHEAST OF A METAL WITNESS
 PU1257'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 PU1257'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PU1257
 PU1257                          STATION RECOVERY (1995)
 PU1257
 PU1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1257'16.4 KM (10.20 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1257'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 630.0 M (2066.9 FT) NORTHEAST
 PU1257'OF MILEPOST 49, 32.0 M (105.0 FT) SOUTHWEST OF THE CENTER OF A UTILITY
 PU1257'LINE CROSSING, 22.5 M (73.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PU1257'7.1 M (23.3 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 PU1257'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF
 PU1257'A WITNESS POST, AND 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND THE
 PU1257'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1292 ***********************************************************************
 PU1292  DESIGNATION -  W 413
 PU1292  PID         -  PU1292
 PU1292  STATE/COUNTY-  SD/BUTTE
 PU1292  COUNTRY     -  US
 PU1292  USGS QUAD   -  OWL BUTTE NE (2017)
 PU1292
 PU1292                         *CURRENT SURVEY CONTROL
 PU1292  ______________________________________________________________________
 PU1292* NAD 83(1986) POSITION- 44 58 01.     (N) 103 03 51.     (W)   SCALED
 PU1292* NAVD 88 ORTHO HEIGHT -   910.905 (meters)     2988.53  (feet) ADJUSTED
 PU1292  ______________________________________________________________________
 PU1292  GEOID HEIGHT    -        -17.114 (meters)                     GEOID18
 PU1292  DYNAMIC HEIGHT  -        910.696 (meters)     2987.84  (feet) COMP
 PU1292  MODELED GRAVITY -    980,356.0   (mgal)                       NAVD 88
 PU1292
 PU1292  VERT ORDER      -  SECOND    CLASS 0
 PU1292
 PU1292.The horizontal coordinates were scaled from a map and have
 PU1292.an estimated accuracy of +/- 6 seconds.
 PU1292
 PU1292.The orthometric height was determined by differential leveling and
 PU1292.adjusted by the NATIONAL GEODETIC SURVEY
 PU1292.in June 1991.
 PU1292
 PU1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1292.GEOID18 height accuracy estimate available here.
 PU1292
 PU1292.Click photographs - Photos may exist for this station.
 PU1292
 PU1292.The dynamic height is computed by dividing the NAVD 88
 PU1292.geopotential number by the normal gravity value computed on the
 PU1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1292.degrees latitude (g = 980.6199 gals.).
 PU1292
 PU1292.The modeled gravity was interpolated from observed gravity values.
 PU1292
 PU1292;                    North         East    Units  Estimated Accuracy
 PU1292;SPC SD N     -   130,540.      358,330.      MT  (+/- 180 meters Scaled)
 PU1292
 PU1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK526811(NAD 83)
 PU1292
 PU1292                          SUPERSEDED SURVEY CONTROL
 PU1292
 PU1292  NGVD 29 (??/??/92)  910.423  (m)         2986.95   (f) ADJ UNCH    2 0
 PU1292
 PU1292.Superseded values are not recommended for survey control.
 PU1292
 PU1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1292.See file dsdata.pdf to determine how the superseded data were derived.
 PU1292
 PU1292_MARKER: DB = BENCH MARK DISK
 PU1292_SETTING: 66 = SET IN ROCK OUTCROP
 PU1292_STAMPING: W 413 1963
 PU1292_MARK LOGO: CGS
 PU1292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1292+STABILITY: POSITION/ELEVATION WELL
 PU1292
 PU1292  HISTORY     - Date     Condition        Report By
 PU1292  HISTORY     - 1963     MONUMENTED       CGS
 PU1292
 PU1292                          STATION DESCRIPTION
 PU1292
 PU1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1292'27.5 MI NE FROM NEWELL.
 PU1292'ABOUT 23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1292'HIGH SCHOOL AT NEWELL, THENCE 4.2 MILES NORTH ALONG A GRAVELED
 PU1292'ROAD, ABOUT 0.1 MILE SOUTH OF A T-JUNCTION OF ROADS, SET IN THE
 PU1292'TOP OF A ROCK LEDGE 4 FEET LONG AND 1 1/2 FEET HIGH, 36 FEET
 PU1292'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST OF THE
 PU1292'SOUTHWEST EDGE OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE LEVEL
 PU1292'OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1866 ***********************************************************************
 PU1866  DESIGNATION -  W 414
 PU1866  PID         -  PU1866
 PU1866  STATE/COUNTY-  SD/BUTTE
 PU1866  COUNTRY     -  US
 PU1866  USGS QUAD   -  NISLAND (2017)
 PU1866
 PU1866                         *CURRENT SURVEY CONTROL
 PU1866  ______________________________________________________________________
 PU1866* NAD 83(1986) POSITION- 44 41 57.     (N) 103 32 31.     (W)   SCALED
 PU1866* NAVD 88 ORTHO HEIGHT -   864.907 (meters)     2837.62  (feet) ADJUSTED
 PU1866  ______________________________________________________________________
 PU1866  GEOID HEIGHT    -        -16.080 (meters)                     GEOID18
 PU1866  DYNAMIC HEIGHT  -        864.679 (meters)     2836.87  (feet) COMP
 PU1866  MODELED GRAVITY -    980,325.5   (mgal)                       NAVD 88
 PU1866
 PU1866  VERT ORDER      -  SECOND    CLASS 0
 PU1866
 PU1866.The horizontal coordinates were scaled from a map and have
 PU1866.an estimated accuracy of +/- 6 seconds.
 PU1866
 PU1866.The orthometric height was determined by differential leveling and
 PU1866.adjusted by the NATIONAL GEODETIC SURVEY
 PU1866.in June 1991.
 PU1866
 PU1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1866.GEOID18 height accuracy estimate available here.
 PU1866
 PU1866.Click photographs - Photos may exist for this station.
 PU1866
 PU1866.The dynamic height is computed by dividing the NAVD 88
 PU1866.geopotential number by the normal gravity value computed on the
 PU1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1866.degrees latitude (g = 980.6199 gals.).
 PU1866
 PU1866.The modeled gravity was interpolated from observed gravity values.
 PU1866
 PU1866;                    North         East    Units  Estimated Accuracy
 PU1866;SPC SD N     -   102,350.      319,370.      MT  (+/- 180 meters Scaled)
 PU1866
 PU1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK155505(NAD 83)
 PU1866
 PU1866                          SUPERSEDED SURVEY CONTROL
 PU1866
 PU1866  NGVD 29 (??/??/92)  864.423  (m)         2836.03   (f) ADJ UNCH    2 0
 PU1866
 PU1866.Superseded values are not recommended for survey control.
 PU1866
 PU1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1866.See file dsdata.pdf to determine how the superseded data were derived.
 PU1866
 PU1866_MARKER: DB = BENCH MARK DISK
 PU1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1866_STAMPING: W 414 1963
 PU1866_MARK LOGO: CGS
 PU1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1866+STABILITY: SURFACE MOTION
 PU1866
 PU1866  HISTORY     - Date     Condition        Report By
 PU1866  HISTORY     - 1963     MONUMENTED       CGS
 PU1866
 PU1866                          STATION DESCRIPTION
 PU1866
 PU1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1866'2.1 MI N FROM NISLAND.
 PU1866'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1866'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1866'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1866'ROAD, THENCE 0.45 MILE NORTH ALONG A TRACK ROAD, 26 FEET EAST OF
 PU1866'THE CENTERLINE OF THE ROAD, 30 FEET SOUTHEAST OF A POWER POLE,
 PU1866'3.4 FEET NORTHWEST OF A FENCE CORNER, 2.3 FEET WEST OF A NORTH-SOUTH
 PU1866'FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1866'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1917 ***********************************************************************
 PU1917  DESIGNATION -  W 415
 PU1917  PID         -  PU1917
 PU1917  STATE/COUNTY-  SD/BUTTE
 PU1917  COUNTRY     -  US
 PU1917  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1917
 PU1917                         *CURRENT SURVEY CONTROL
 PU1917  ______________________________________________________________________
 PU1917* NAD 83(1986) POSITION- 44 51 44.     (N) 103 34 05.     (W)   SCALED
 PU1917* NAVD 88 ORTHO HEIGHT -   903.761 (meters)     2965.09  (feet) ADJUSTED
 PU1917  ______________________________________________________________________
 PU1917  GEOID HEIGHT    -        -16.165 (meters)                     GEOID18
 PU1917  DYNAMIC HEIGHT  -        903.532 (meters)     2964.34  (feet) COMP
 PU1917  MODELED GRAVITY -    980,333.1   (mgal)                       NAVD 88
 PU1917
 PU1917  VERT ORDER      -  SECOND    CLASS 0
 PU1917
 PU1917.The horizontal coordinates were scaled from a map and have
 PU1917.an estimated accuracy of +/- 6 seconds.
 PU1917
 PU1917.The orthometric height was determined by differential leveling and
 PU1917.adjusted by the NATIONAL GEODETIC SURVEY
 PU1917.in June 1991.
 PU1917
 PU1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1917.GEOID18 height accuracy estimate available here.
 PU1917
 PU1917.Click photographs - Photos may exist for this station.
 PU1917
 PU1917.The dynamic height is computed by dividing the NAVD 88
 PU1917.geopotential number by the normal gravity value computed on the
 PU1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1917.degrees latitude (g = 980.6199 gals.).
 PU1917
 PU1917.The modeled gravity was interpolated from observed gravity values.
 PU1917
 PU1917;                    North         East    Units  Estimated Accuracy
 PU1917;SPC SD N     -   120,550.      318,100.      MT  (+/- 180 meters Scaled)
 PU1917
 PU1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK131686(NAD 83)
 PU1917
 PU1917                          SUPERSEDED SURVEY CONTROL
 PU1917
 PU1917  NGVD 29 (??/??/92)  903.279  (m)         2963.51   (f) ADJ UNCH    2 0
 PU1917
 PU1917.Superseded values are not recommended for survey control.
 PU1917
 PU1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1917.See file dsdata.pdf to determine how the superseded data were derived.
 PU1917
 PU1917_MARKER: DB = BENCH MARK DISK
 PU1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1917_STAMPING: W 415 1963
 PU1917_MARK LOGO: CGS
 PU1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1917+STABILITY: SURFACE MOTION
 PU1917
 PU1917  HISTORY     - Date     Condition        Report By
 PU1917  HISTORY     - 1963     MONUMENTED       CGS
 PU1917
 PU1917                          STATION DESCRIPTION
 PU1917
 PU1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1917'16.4 MI NW FROM NEWELL.
 PU1917'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1917'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1917'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1917'4.3 MILES NORTHWEST ALONG A TRACK ROAD ON PRIVATE PROPERTY
 PU1917'OWNED AND OPERATED BY THE PERSHEY BROTHERS, 11 FEET NORTH
 PU1917'OF THE CENTERLINE OF THE TRACK ROAD, 3.0 FEET NORTHEAST OF THE
 PU1917'NORTH END OF A WIRE GATE, 1.8 FEET EAST OF A NORTH-SOUTH FENCE,
 PU1917'2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PU1917'THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1917'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0751 ***********************************************************************
 PU0751  DESIGNATION -  W 416
 PU0751  PID         -  PU0751
 PU0751  STATE/COUNTY-  SD/MEADE
 PU0751  COUNTRY     -  US
 PU0751  USGS QUAD   -  CAMP CREEK (2017)
 PU0751
 PU0751                         *CURRENT SURVEY CONTROL
 PU0751  ______________________________________________________________________
 PU0751* NAD 83(1986) POSITION- 44 59 41.     (N) 102 56 59.     (W)   SCALED
 PU0751* NAVD 88 ORTHO HEIGHT -   890.844 (meters)     2922.71  (feet) ADJUSTED
 PU0751  ______________________________________________________________________
 PU0751  GEOID HEIGHT    -        -17.303 (meters)                     GEOID18
 PU0751  DYNAMIC HEIGHT  -        890.654 (meters)     2922.09  (feet) COMP
 PU0751  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 PU0751
 PU0751  VERT ORDER      -  SECOND    CLASS 0
 PU0751
 PU0751.The horizontal coordinates were scaled from a map and have
 PU0751.an estimated accuracy of +/- 6 seconds.
 PU0751
 PU0751.The orthometric height was determined by differential leveling and
 PU0751.adjusted by the NATIONAL GEODETIC SURVEY
 PU0751.in June 1991.
 PU0751
 PU0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0751.GEOID18 height accuracy estimate available here.
 PU0751
 PU0751.Click photographs - Photos may exist for this station.
 PU0751
 PU0751.The dynamic height is computed by dividing the NAVD 88
 PU0751.geopotential number by the normal gravity value computed on the
 PU0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0751.degrees latitude (g = 980.6199 gals.).
 PU0751
 PU0751.The modeled gravity was interpolated from observed gravity values.
 PU0751
 PU0751;                    North         East    Units  Estimated Accuracy
 PU0751;SPC SD N     -   133,290.      367,470.      MT  (+/- 180 meters Scaled)
 PU0751
 PU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK616844(NAD 83)
 PU0751
 PU0751                          SUPERSEDED SURVEY CONTROL
 PU0751
 PU0751  NGVD 29 (??/??/92)  890.371  (m)         2921.16   (f) ADJ UNCH    2 0
 PU0751
 PU0751.Superseded values are not recommended for survey control.
 PU0751
 PU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0751.See file dsdata.pdf to determine how the superseded data were derived.
 PU0751
 PU0751_MARKER: DB = BENCH MARK DISK
 PU0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0751_STAMPING: W 416 1963
 PU0751_MARK LOGO: CGS
 PU0751_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0751+STABILITY: SURFACE MOTION
 PU0751
 PU0751  HISTORY     - Date     Condition        Report By
 PU0751  HISTORY     - 1963     MONUMENTED       CGS
 PU0751
 PU0751                          STATION DESCRIPTION
 PU0751
 PU0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0751'3.8 MI SW FROM MUD BUTTE.
 PU0751'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM A GRAVELED
 PU0751'ROAD INTERSECTION AT MUD BUTTE, THENCE 2.5 MILES WEST ALONG
 PU0751'A GRAVELED ROAD, ABOUT 0.7 MILE EAST OF THE MEADE-BUTTE COUNTY
 PU0751'LINE, ABOUT 0.45 MILE WEST OF THE JUNCTION OF A GRAVELED ROAD
 PU0751'LEADING NORTH, 76 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN
 PU0751'LINE WITH A ROW OF POLES AND 3 FEET WEST OF THE SEVENTH POWER
 PU0751'POLE EAST OF A POINT WHERE THE POWER LINE CROSSES THE
 PU0751'ROAD, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 PU0751'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0751'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1315 ***********************************************************************
 PU1315  DESIGNATION -  W 417
 PU1315  PID         -  PU1315
 PU1315  STATE/COUNTY-  SD/BUTTE
 PU1315  COUNTRY     -  US
 PU1315  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1315
 PU1315                         *CURRENT SURVEY CONTROL
 PU1315  ______________________________________________________________________
 PU1315* NAD 83(1986) POSITION- 44 55 24.     (N) 103 10 44.     (W)   SCALED
 PU1315* NAVD 88 ORTHO HEIGHT -   872.509 (meters)     2862.56  (feet) ADJUSTED
 PU1315  ______________________________________________________________________
 PU1315  GEOID HEIGHT    -        -16.928 (meters)                     GEOID18
 PU1315  DYNAMIC HEIGHT  -        872.303 (meters)     2861.88  (feet) COMP
 PU1315  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 PU1315
 PU1315  VERT ORDER      -  SECOND    CLASS 0
 PU1315
 PU1315.The horizontal coordinates were scaled from a map and have
 PU1315.an estimated accuracy of +/- 6 seconds.
 PU1315
 PU1315.The orthometric height was determined by differential leveling and
 PU1315.adjusted by the NATIONAL GEODETIC SURVEY
 PU1315.in June 1991.
 PU1315
 PU1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1315.GEOID18 height accuracy estimate available here.
 PU1315
 PU1315.Click photographs - Photos may exist for this station.
 PU1315
 PU1315.The dynamic height is computed by dividing the NAVD 88
 PU1315.geopotential number by the normal gravity value computed on the
 PU1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1315.degrees latitude (g = 980.6199 gals.).
 PU1315
 PU1315.The modeled gravity was interpolated from observed gravity values.
 PU1315
 PU1315;                    North         East    Units  Estimated Accuracy
 PU1315;SPC SD N     -   126,050.      349,100.      MT  (+/- 180 meters Scaled)
 PU1315
 PU1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK437760(NAD 83)
 PU1315
 PU1315                          SUPERSEDED SURVEY CONTROL
 PU1315
 PU1315  NGVD 29 (??/??/92)  872.031  (m)         2860.99   (f) ADJ UNCH    2 0
 PU1315
 PU1315.Superseded values are not recommended for survey control.
 PU1315
 PU1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1315.See file dsdata.pdf to determine how the superseded data were derived.
 PU1315
 PU1315_MARKER: DB = BENCH MARK DISK
 PU1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1315_STAMPING: W 417 1963
 PU1315_MARK LOGO: CGS
 PU1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1315+STABILITY: SURFACE MOTION
 PU1315
 PU1315  HISTORY     - Date     Condition        Report By
 PU1315  HISTORY     - 1963     MONUMENTED       CGS
 PU1315
 PU1315                          STATION DESCRIPTION
 PU1315
 PU1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1315'14.8 MI SE FROM CASTLE ROCK.
 PU1315'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1315'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED
 PU1315'COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD,
 PU1315'THENCE 4.9 MILES EAST ALONG A GRADED COUNTY ROAD, AT A T-JUNCTION
 PU1315'OF ROADS, 107 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 PU1315'ROAD, 24.7 FEET NORTH OF THE EXTENDED CENTERLINE OF THE ROAD
 PU1315'LEADING WEST, 24.7 FEET NORTH OF A FENCE CORNER, 6.0 FEET
 PU1315'NORTHWEST OF THE NORTH END OF A GATE, 2.5 FEET WEST OF A
 PU1315'NORTH-SOUTH FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU1315'LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1315'POST PROJECTING 0.8 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1466 ***********************************************************************
 PU1466  DESIGNATION -  W 418
 PU1466  PID         -  PU1466
 PU1466  STATE/COUNTY-  SD/MEADE
 PU1466  COUNTRY     -  US
 PU1466  USGS QUAD   -  SOUTH OF VOLUNTEER (2017)
 PU1466
 PU1466                         *CURRENT SURVEY CONTROL
 PU1466  ______________________________________________________________________
 PU1466* NAD 83(1986) POSITION- 44 28 53.     (N) 103 13 36.     (W)   SCALED
 PU1466* NAVD 88 ORTHO HEIGHT -   834.569 (meters)     2738.08  (feet) ADJUSTED
 PU1466  ______________________________________________________________________
 PU1466  GEOID HEIGHT    -        -16.650 (meters)                     GEOID18
 PU1466  DYNAMIC HEIGHT  -        834.338 (meters)     2737.32  (feet) COMP
 PU1466  MODELED GRAVITY -    980,313.4   (mgal)                       NAVD 88
 PU1466
 PU1466  VERT ORDER      -  FIRST     CLASS II
 PU1466
 PU1466.The horizontal coordinates were scaled from a map and have
 PU1466.an estimated accuracy of +/- 6 seconds.
 PU1466
 PU1466.The orthometric height was determined by differential leveling and
 PU1466.adjusted by the NATIONAL GEODETIC SURVEY
 PU1466.in October 1997.
 PU1466
 PU1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1466.GEOID18 height accuracy estimate available here.
 PU1466
 PU1466.Click photographs - Photos may exist for this station.
 PU1466
 PU1466.The dynamic height is computed by dividing the NAVD 88
 PU1466.geopotential number by the normal gravity value computed on the
 PU1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1466.degrees latitude (g = 980.6199 gals.).
 PU1466
 PU1466.The modeled gravity was interpolated from observed gravity values.
 PU1466
 PU1466;                    North         East    Units  Estimated Accuracy
 PU1466;SPC SD N     -    77,130.      343,370.      MT  (+/- 180 meters Scaled)
 PU1466
 PU1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK410268(NAD 83)
 PU1466
 PU1466                          SUPERSEDED SURVEY CONTROL
 PU1466
 PU1466  NAVD 88 (06/15/91)  834.579  (m)         2738.11   (f) SUPERSEDED  1 2
 PU1466  NGVD 29 (??/??/92)  834.095  (m)         2736.53   (f) ADJ UNCH    1 2
 PU1466
 PU1466.Superseded values are not recommended for survey control.
 PU1466
 PU1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1466.See file dsdata.pdf to determine how the superseded data were derived.
 PU1466
 PU1466_MARKER: DB = BENCH MARK DISK
 PU1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1466_STAMPING: W 418 1963
 PU1466_MARK LOGO: CGS
 PU1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1466+STABILITY: SURFACE MOTION
 PU1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1466+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 PU1466
 PU1466  HISTORY     - Date     Condition        Report By
 PU1466  HISTORY     - 1963     MONUMENTED       CGS
 PU1466  HISTORY     - 19950513 GOOD             NGS
 PU1466  HISTORY     - 20120409 GOOD             INDIV
 PU1466
 PU1466                          STATION DESCRIPTION
 PU1466
 PU1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1466'4.2 MI NE FROM BEAR BUTTE.
 PU1466'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE CATHOLIC
 PU1466'CHURCH AT BEAR BUTTE, OR 5.4 MILES WEST ALONG STATE HIGHWAY 34
 PU1466'FROM THE STORE AT VOLUNTEER, 88 FEET NORTHEAST OF THE CENTER OF
 PU1466'THE T-JUNCTION OF A ROAD LEADING NORTH, 73 FEET NORTH OF THE
 PU1466'CENTERLINE OF THE HIGHWAY, 48 FEET EAST OF THE CENTERLINE OF THE
 PU1466'ROAD LEADING NORTH, 3.5 FEET SOUTHEAST OF A FENCE CORNER, 2.0
 PU1466'FEET SOUTH OF AN EAST-WEST FENCE, 1.6 FEET WEST OF A METAL WITNESS
 PU1466'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 PU1466'CONCRETE POST PROJECTING 0.7 FOOT.
 PU1466
 PU1466                          STATION RECOVERY (1995)
 PU1466
 PU1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1466'27.7 KM (17.20 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1466'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), 387.0 M (1269.7 FT)
 PU1466'EAST OF MILEPOST 51, 22.1 M (72.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 PU1466'14.3 M (46.9 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.3 M (1.0 FT)
 PU1466'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 PU1466'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1466'SURFACE.
 PU1466
 PU1466                          STATION RECOVERY (2012)
 PU1466
 PU1466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0628 ***********************************************************************
 QS0628  DESIGNATION -  W 427
 QS0628  PID         -  QS0628
 QS0628  STATE/COUNTY-  SD/CORSON
 QS0628  COUNTRY     -  US
 QS0628  USGS QUAD   -  MCINTOSH SE (2017)
 QS0628
 QS0628                         *CURRENT SURVEY CONTROL
 QS0628  ______________________________________________________________________
 QS0628* NAD 83(1986) POSITION- 45 51 30.     (N) 101 19 41.     (W)   SCALED
 QS0628* NAVD 88 ORTHO HEIGHT -   658.912 (meters)     2161.78  (feet) ADJUSTED
 QS0628  ______________________________________________________________________
 QS0628  GEOID HEIGHT    -        -20.489 (meters)                     GEOID18
 QS0628  DYNAMIC HEIGHT  -        658.847 (meters)     2161.57  (feet) COMP
 QS0628  MODELED GRAVITY -    980,495.7   (mgal)                       NAVD 88
 QS0628
 QS0628  VERT ORDER      -  FIRST     CLASS II
 QS0628
 QS0628.The horizontal coordinates were scaled from a map and have
 QS0628.an estimated accuracy of +/- 6 seconds.
 QS0628
 QS0628.The orthometric height was determined by differential leveling and
 QS0628.adjusted by the NATIONAL GEODETIC SURVEY
 QS0628.in June 1991.
 QS0628
 QS0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0628.GEOID18 height accuracy estimate available here.
 QS0628
 QS0628.Click photographs - Photos may exist for this station.
 QS0628
 QS0628.The dynamic height is computed by dividing the NAVD 88
 QS0628.geopotential number by the normal gravity value computed on the
 QS0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0628.degrees latitude (g = 980.6199 gals.).
 QS0628
 QS0628.The modeled gravity was interpolated from observed gravity values.
 QS0628
 QS0628;                    North         East    Units  Estimated Accuracy
 QS0628;SPC SD N     -   225,880.      496,860.      MT  (+/- 180 meters Scaled)
 QS0628
 QS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR192809(NAD 83)
 QS0628
 QS0628                          SUPERSEDED SURVEY CONTROL
 QS0628
 QS0628.No superseded survey control is available for this station.
 QS0628
 QS0628_MARKER: I = METAL ROD
 QS0628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0628_STAMPING: W 427 1985
 QS0628_MARK LOGO: NGS
 QS0628_PROJECTION: FLUSH
 QS0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0628_ROD/PIPE-DEPTH: 6.1 meters
 QS0628
 QS0628  HISTORY     - Date     Condition        Report By
 QS0628  HISTORY     - 1985     MONUMENTED       NGS
 QS0628
 QS0628                          STATION DESCRIPTION
 QS0628
 QS0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0628'7.2 KM (4.5 MI) SOUTH FROM MCINTOSH.
 QS0628'7.2 KM (4.45 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0628'HIGHWAY 12 AT MCINTOSH, 0.3 KM (0.2 MI) SOUTH OF A DIRT ROAD LEADING
 QS0628'EAST, 22.6 METERS (74 FT) EAST OF THE HIGHWAY CENTERLINE, 13.4 METERS
 QS0628'(44 FT) SOUTH OF THE CENTER OF AN OPENING IN THE RIGHT-OF-WAY FENCE,
 QS0628'33.2 METERS (109 FT) NORTH OF A RIGHT-OF-WAY POST AND 0.3 METER (1 FT)
 QS0628'WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 QS0628'THROUGH A 5-INCH LOGO CAP.
 QS0628'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0628'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0633 ***********************************************************************
 QS0633  DESIGNATION -  W 428
 QS0633  PID         -  QS0633
 QS0633  STATE/COUNTY-  SD/CORSON
 QS0633  COUNTRY     -  US
 QS0633  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0633
 QS0633                         *CURRENT SURVEY CONTROL
 QS0633  ______________________________________________________________________
 QS0633* NAD 83(1986) POSITION- 45 43 54.     (N) 101 20 15.     (W)   SCALED
 QS0633* NAVD 88 ORTHO HEIGHT -   629.427 (meters)     2065.05  (feet) ADJUSTED
 QS0633  ______________________________________________________________________
 QS0633  GEOID HEIGHT    -        -20.535 (meters)                     GEOID18
 QS0633  DYNAMIC HEIGHT  -        629.361 (meters)     2064.83  (feet) COMP
 QS0633  MODELED GRAVITY -    980,490.0   (mgal)                       NAVD 88
 QS0633
 QS0633  VERT ORDER      -  FIRST     CLASS II
 QS0633
 QS0633.The horizontal coordinates were scaled from a map and have
 QS0633.an estimated accuracy of +/- 6 seconds.
 QS0633
 QS0633.The orthometric height was determined by differential leveling and
 QS0633.adjusted by the NATIONAL GEODETIC SURVEY
 QS0633.in June 1991.
 QS0633
 QS0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0633.GEOID18 height accuracy estimate available here.
 QS0633
 QS0633.Click photographs - Photos may exist for this station.
 QS0633
 QS0633.The dynamic height is computed by dividing the NAVD 88
 QS0633.geopotential number by the normal gravity value computed on the
 QS0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0633.degrees latitude (g = 980.6199 gals.).
 QS0633
 QS0633.The modeled gravity was interpolated from observed gravity values.
 QS0633
 QS0633;                    North         East    Units  Estimated Accuracy
 QS0633;SPC SD N     -   211,820.      495,900.      MT  (+/- 180 meters Scaled)
 QS0633
 QS0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR181668(NAD 83)
 QS0633
 QS0633                          SUPERSEDED SURVEY CONTROL
 QS0633
 QS0633.No superseded survey control is available for this station.
 QS0633
 QS0633_MARKER: I = METAL ROD
 QS0633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0633_STAMPING: W 428 1985
 QS0633_MARK LOGO: NGS
 QS0633_PROJECTION: FLUSH
 QS0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0633+STABILITY: POSITION/ELEVATION WELL
 QS0633_ROD/PIPE-DEPTH: 14.6 meters
 QS0633_SLEEVE-DEPTH  : 12.2 meters
 QS0633
 QS0633  HISTORY     - Date     Condition        Report By
 QS0633  HISTORY     - 1985     MONUMENTED       NGS
 QS0633
 QS0633                          STATION DESCRIPTION
 QS0633
 QS0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0633'21.5 KM (13.35 MI) SOUTH FROM MCINTOSH.
 QS0633'21.5 KM (13.3 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0633'HIGHWAY 12 AT MCINTOSH, 0.48 KM (0.3 MI) SOUTH OF MILEPOST 219,
 QS0633'22.3 METERS (73 FT) WEST OF THE HIGHWAY CENTERLINE, 26.5 METERS (87
 QS0633'FT) NORTH OF THE CENTER OF A WIRE GATE AND 1.3 METERS (4.4 FT) EAST OF
 QS0633'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0633'5-INCH LOGO CAP.
 QS0633'THE MARK IS 1.3 METERS  E FROM  A WITNESS POST
 QS0633'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0639 ***********************************************************************
 OT0639  DESIGNATION -  W 429
 OT0639  PID         -  OT0639
 OT0639  STATE/COUNTY-  SD/FALL RIVER
 OT0639  COUNTRY     -  US
 OT0639  USGS QUAD   -  MINNEKAHTA (2017)
 OT0639
 OT0639                         *CURRENT SURVEY CONTROL
 OT0639  ______________________________________________________________________
 OT0639* NAD 83(1986) POSITION- 43 23 41.     (N) 103 42 57.     (W)   SCALED
 OT0639* NAVD 88 ORTHO HEIGHT -  1276.028 (meters)     4186.44  (feet) ADJUSTED
 OT0639  ______________________________________________________________________
 OT0639  GEOID HEIGHT    -        -14.913 (meters)                     GEOID18
 OT0639  DYNAMIC HEIGHT  -       1275.469 (meters)     4184.60  (feet) COMP
 OT0639  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 OT0639
 OT0639  VERT ORDER      -  FIRST     CLASS II
 OT0639
 OT0639.The horizontal coordinates were scaled from a map and have
 OT0639.an estimated accuracy of +/- 6 seconds.
 OT0639
 OT0639.The orthometric height was determined by differential leveling and
 OT0639.adjusted by the NATIONAL GEODETIC SURVEY
 OT0639.in June 1991.
 OT0639
 OT0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0639.GEOID18 height accuracy estimate available here.
 OT0639
 OT0639.Click photographs - Photos may exist for this station.
 OT0639
 OT0639.The dynamic height is computed by dividing the NAVD 88
 OT0639.geopotential number by the normal gravity value computed on the
 OT0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0639.degrees latitude (g = 980.6199 gals.).
 OT0639
 OT0639.The modeled gravity was interpolated from observed gravity values.
 OT0639
 OT0639;                    North         East    Units  Estimated Accuracy
 OT0639;SPC SD S     -   123,490.      326,060.      MT  (+/- 180 meters Scaled)
 OT0639
 OT0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ039054(NAD 83)
 OT0639
 OT0639                          SUPERSEDED SURVEY CONTROL
 OT0639
 OT0639.No superseded survey control is available for this station.
 OT0639
 OT0639_MARKER: DV = VERTICAL CONTROL DISK
 OT0639_SETTING: 66 = SET IN ROCK OUTCROP
 OT0639_STAMPING: W 429 1985
 OT0639_MARK LOGO: NGS
 OT0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0639+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 OT0639
 OT0639  HISTORY     - Date     Condition        Report By
 OT0639  HISTORY     - 1985     MONUMENTED       NGS
 OT0639  HISTORY     - 19950418 GOOD             NGS
 OT0639
 OT0639                          STATION DESCRIPTION
 OT0639
 OT0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0639'14.2 KM (8.8 MI) NE FROM EDGEMONT.
 OT0639'14.25 KM (8.9 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0639'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT, IN
 OT0639'TOP OF AND 0.5 METER (1.5 FT) NORTHEAST OF THE SOUTHWEST END OF A
 OT0639'2- BY 3-FOOT PORTION OF SANDSTONE OUTCROP PROJECTING 5-INCHES ABOVE
 OT0639'THE SURFACE OF THE GROUND, IN THE WEST CORNER OF THE T JUNCTION OF A
 OT0639'DIRT ROAD LEADING NORTHWEST, 39.3 METERS (129 FT) NORTHWEST OF THE
 OT0639'HIGHWAY CENTERLINE, 13.1 METERS (43 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 OT0639'FENCE AND 4.3 METERS (14 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 OT0639'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OT0639'THE MARK IS 3.2 M ABOVE THE HIGHWAY.
 OT0639
 OT0639                          STATION RECOVERY (1995)
 OT0639
 OT0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0639'14.2 KM (8.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0639'INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD IN EDGEMONT, NEAR THE
 OT0639'SOUTHEAST END OF A 2 BY 3-FOOT AREA OF EXPOSED BEDROCK AT THE TOP OF A
 OT0639'HIGHWAY CUT, 756.0 M (2480.3 FT) NORTHEAST OF MILEPOST 21, 39.1 M
 OT0639'(128.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.6 M (57.7 FT) SOUTHWEST
 OT0639'OF THE CENTER OF A GATE, 7.9 M (25.9 FT) SOUTH OF A 14-INCH PINE TREE,
 OT0639'4.3 M (14.1 FT) WEST OF THE CENTER OF A DIRT ROAD, AND 4.0 M (13.1 FT)
 OT0639'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0666 ***********************************************************************
 OT0666  DESIGNATION -  W 430
 OT0666  PID         -  OT0666
 OT0666  STATE/COUNTY-  SD/CUSTER
 OT0666  COUNTRY     -  US
 OT0666  USGS QUAD   -  BUTCHER HILL (2017)
 OT0666
 OT0666                         *CURRENT SURVEY CONTROL
 OT0666  ______________________________________________________________________
 OT0666* NAD 83(1986) POSITION- 43 41 16.35   (N) 103 15 32.01   (W)   HD_HELD1
 OT0666* NAVD 88 ORTHO HEIGHT -  1048.513 (meters)     3440.00  (feet) ADJUSTED
 OT0666  ______________________________________________________________________
 OT0666  GEOID HEIGHT    -        -15.892 (meters)                     GEOID18
 OT0666  DYNAMIC HEIGHT  -       1048.101 (meters)     3438.64  (feet) COMP
 OT0666  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 OT0666
 OT0666  VERT ORDER      -  FIRST     CLASS II
 OT0666
 OT0666.The horizontal coordinates were determined by differentially corrected
 OT0666.hand held GPS observations or other comparable positioning techniques
 OT0666.and have an estimated accuracy of +/- 3 meters.
 OT0666
 OT0666.The orthometric height was determined by differential leveling and
 OT0666.adjusted by the NATIONAL GEODETIC SURVEY
 OT0666.in June 1991.
 OT0666
 OT0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0666.GEOID18 height accuracy estimate available here.
 OT0666
 OT0666.Click photographs - Photos may exist for this station.
 OT0666
 OT0666.The dynamic height is computed by dividing the NAVD 88
 OT0666.geopotential number by the normal gravity value computed on the
 OT0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0666.degrees latitude (g = 980.6199 gals.).
 OT0666
 OT0666.The modeled gravity was interpolated from observed gravity values.
 OT0666
 OT0666;                    North         East    Units  Estimated Accuracy
 OT0666;SPC SD S     -   154,631.3     364,196.1     MT  (+/- 3 meters HH1 GPS) 
 OT0666
 OT0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4032238679(NAD 83)
 OT0666
 OT0666                          SUPERSEDED SURVEY CONTROL
 OT0666
 OT0666.No superseded survey control is available for this station.
 OT0666
 OT0666_MARKER: I = METAL ROD
 OT0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0666_STAMPING: W 430 1985
 OT0666_MARK LOGO: NGS
 OT0666_PROJECTION: FLUSH
 OT0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0666_ROD/PIPE-DEPTH: 4.5 meters
 OT0666
 OT0666  HISTORY     - Date     Condition        Report By
 OT0666  HISTORY     - 1985     MONUMENTED       NGS
 OT0666
 OT0666                          STATION DESCRIPTION
 OT0666
 OT0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0666'19.3 KM (12.0 MI) SOUTH FROM HERMOSA.
 OT0666'19.3 KM (12.05 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0666'STATE HIGHWAY 40 EAST AT HERMOSA, IN THE NORTHEAST CORNER OF THE T
 OT0666'JUNCTION OF COUNTY ROAD 719, 0.85 KM (0.55 MI) NORTH OF THE CROSSING
 OT0666'OF FRENCH CREEK, 30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE,
 OT0666'24.5 METERS (80.5 FT) NORTH OF THE CENTER OF THE ROAD, 10.0 METERS (33
 OT0666'FT) NORTH OF THE EAST POLE OF A POWER LINE CROSSING THE HIGHWAY AND
 OT0666'0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0666'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0666'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0666'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0690 ***********************************************************************
 OT0690  CBN         -  This is a Cooperative Base Network Control Station.
 OT0690  DESIGNATION -  W 431
 OT0690  PID         -  OT0690
 OT0690  STATE/COUNTY-  SD/PENNINGTON
 OT0690  COUNTRY     -  US
 OT0690  USGS QUAD   -  CAPUTA NE (2017)
 OT0690
 OT0690                         *CURRENT SURVEY CONTROL
 OT0690  ______________________________________________________________________
 OT0690* NAD 83(2011) POSITION- 43 57 22.34062(N) 102 52 01.09836(W)   ADJUSTED
 OT0690* NAD 83(2011) ELLIP HT-   837.416 (meters)        (06/27/12)   ADJUSTED
 OT0690* NAD 83(2011) EPOCH   -  2010.00
 OT0690* NAVD 88 ORTHO HEIGHT -   854.757 (meters)     2804.32  (feet) ADJUSTED
 OT0690  ______________________________________________________________________
 OT0690  GEOID HEIGHT    -        -17.330 (meters)                     GEOID18
 OT0690  NAD 83(2011) X  - -1,024,244.937 (meters)                     COMP
 OT0690  NAD 83(2011) Y  - -4,483,964.441 (meters)                     COMP
 OT0690  NAD 83(2011) Z  -  4,405,171.227 (meters)                     COMP
 OT0690  LAPLACE CORR    -         -7.00  (seconds)                    DEFLEC18
 OT0690  DYNAMIC HEIGHT  -        854.480 (meters)     2803.41  (feet) COMP
 OT0690  MODELED GRAVITY -    980,265.6   (mgal)                       NAVD 88
 OT0690
 OT0690  VERT ORDER      -  FIRST     CLASS II
 OT0690
 OT0690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0690  Standards:
 OT0690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0690  -------------------------------------------------------------------
 OT0690  NETWORK    0.73   1.49           0.34   0.24   0.76     -0.06391302
 OT0690  -------------------------------------------------------------------
 OT0690  Click here for local accuracies and other accuracy information.
 OT0690
 OT0690.The horizontal coordinates were established by GPS observations
 OT0690.and adjusted by the National Geodetic Survey in June 2012.
 OT0690
 OT0690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0690.been affixed to the stable North American tectonic plate. See 
 OT0690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0690
 OT0690.The horizontal coordinates are valid at the epoch date displayed above
 OT0690.which is a decimal equivalence of Year/Month/Day.
 OT0690
 OT0690.The orthometric height was determined by differential leveling and
 OT0690.adjusted by the NATIONAL GEODETIC SURVEY
 OT0690.in June 1991.
 OT0690
 OT0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0690.GEOID18 height accuracy estimate available here.
 OT0690
 OT0690.Click photographs - Photos may exist for this station.
 OT0690
 OT0690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0690
 OT0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0690
 OT0690.The ellipsoidal height was determined by GPS observations
 OT0690.and is referenced to NAD 83.
 OT0690
 OT0690.The dynamic height is computed by dividing the NAVD 88
 OT0690.geopotential number by the normal gravity value computed on the
 OT0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0690.degrees latitude (g = 980.6199 gals.).
 OT0690
 OT0690.The modeled gravity was interpolated from observed gravity values.
 OT0690
 OT0690. The following values were computed from the NAD 83(2011) position.
 OT0690
 OT0690;                    North         East     Units Scale Factor Converg.
 OT0690;SPC SD S     -   183,390.577   396,684.038   MT  0.99992422   -1 44 52.2
 OT0690;SPC SD S     -   601,673.92  1,301,454.21   sFT  0.99992422   -1 44 52.2
 OT0690;UTM  13      - 4,869,220.434   671,140.886   MT  0.99996025   +1 28 51.3
 OT0690
 OT0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0690!SPC SD S     -   0.99986871  x   0.99992422  =   0.99979294
 OT0690!UTM  13      -   0.99986871  x   0.99996025  =   0.99982896
 OT0690
 OT0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ7114069220(NAD 83)
 OT0690
 OT0690                          SUPERSEDED SURVEY CONTROL
 OT0690
 OT0690  NAD 83(2007)-  43 57 22.34051(N)    102 52 01.09946(W) AD(2002.00) 0
 OT0690  ELLIP H (02/10/07)  837.444  (m)                       GP(2002.00)    
 OT0690  ELLIP H (04/15/04)  837.434  (m)                       GP(       ) 2 1
 OT0690  NAD 83(1996)-  43 57 22.33992(N)    102 52 01.09941(W) AD(       ) B
 OT0690  ELLIP H (04/18/97)  837.488  (m)                       GP(       ) 4 1
 OT0690  NAVD 88             854.76   (m)         2804.3    (f) LEVELING    3  
 OT0690
 OT0690.Superseded values are not recommended for survey control.
 OT0690
 OT0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0690.See file dsdata.pdf to determine how the superseded data were derived.
 OT0690
 OT0690_MARKER: F = FLANGE-ENCASED ROD
 OT0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0690_STAMPING: W 431 1985
 OT0690_MARK LOGO: NGS
 OT0690_PROJECTION: FLUSH
 OT0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0690+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2011
 OT0690_ROD/PIPE-DEPTH: 5.5 meters
 OT0690
 OT0690  HISTORY     - Date     Condition        Report By
 OT0690  HISTORY     - 1985     MONUMENTED       NGS
 OT0690  HISTORY     - 19960911 GOOD             NGS
 OT0690  HISTORY     - 20000330 GOOD             GEOMET
 OT0690  HISTORY     - 20110511 GOOD             INDIV
 OT0690
 OT0690                          STATION DESCRIPTION
 OT0690
 OT0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0690'31.6 KM (19.65 MI) SE FROM RAPID CITY.
 OT0690'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0690'RAPID CITY, THENCE 31.3 KM (19.55 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0690'44, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 OT0690'NORTH TO A GRAVEL YARD, 0.34 KM (0.17 MI) WEST OF MILEPOST 66, 0.18 KM
 OT0690'(0.1 MI) EAST OF THE EAST END OF A BRIDGE, 29.9 METERS (98 FT) NORTH
 OT0690'OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) WEST OF THE CENTER OF
 OT0690'THE ROAD AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 OT0690'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0690'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0690'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OT0690
 OT0690                          STATION RECOVERY (1996)
 OT0690
 OT0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0690'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTHEAST OF RAPID
 OT0690'CITY, 20.0 MI (32.2 KM) NORTHWEST OF SCENIC, 10.0 MI (16.1 KM) SOUTH
 OT0690'OF NEW UNDERWOOD, AND 2.0 MI (3.2 KM) SOUTHEAST OF FARMINGDALE, ON
 OT0690'STATE HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OT0690'STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 (CAMBELL STREET) AND
 OT0690'STATE HIGHWAY 44 (EAST OMAHA STREET) IN RAPID CITY, GO SOUTHEAST ON
 OT0690'STATE HIGHWAY 44 FOR 19.1 MI (30.7 KM) TO THE STATION ON THE LEFT.
 OT0690'THE STATION IS 0.1 MI (0.2 KM) EAST OF THE EAST END OF A BRIDGE, 0.17
 OT0690'MI (0.27 KM) WEST OF MILEPOST 66, 98.0 FT (29.9 M) NORTH OF THE
 OT0690'HIGHWAY CENTERLINE, 44.0 FT (13.4 M) WEST OF THE CENTER OF A GRAVELED
 OT0690'ROAD, 5.0 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY, 1.0 FT (0.3 M)
 OT0690'SOUTH OF A FENCE, AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 OT0690'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0690
 OT0690                          STATION RECOVERY (2000)
 OT0690
 OT0690'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 OT0690'RECOVERED AS DESCRIBED.
 OT0690
 OT0690                          STATION RECOVERY (2011)
 OT0690
 OT0690'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0919 ***********************************************************************
 PT0919  DESIGNATION -  W 432
 PT0919  PID         -  PT0919
 PT0919  STATE/COUNTY-  SD/STANLEY
 PT0919  COUNTRY     -  US
 PT0919  USGS QUAD   -  HAYES SOUTH (2017)
 PT0919
 PT0919                         *CURRENT SURVEY CONTROL
 PT0919  ______________________________________________________________________
 PT0919* NAD 83(1986) POSITION- 44 19 38.     (N) 101 07 13.     (W)   SCALED
 PT0919* NAVD 88 ORTHO HEIGHT -   632.194 (meters)     2074.12  (feet) ADJUSTED
 PT0919  ______________________________________________________________________
 PT0919  GEOID HEIGHT    -        -22.442 (meters)                     GEOID18
 PT0919  DYNAMIC HEIGHT  -        632.034 (meters)     2073.60  (feet) COMP
 PT0919  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 PT0919
 PT0919  VERT ORDER      -  FIRST     CLASS II
 PT0919
 PT0919.The horizontal coordinates were scaled from a map and have
 PT0919.an estimated accuracy of +/- 6 seconds.
 PT0919
 PT0919.The orthometric height was determined by differential leveling and
 PT0919.adjusted by the NATIONAL GEODETIC SURVEY
 PT0919.in June 1991.
 PT0919
 PT0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0919.GEOID18 height accuracy estimate available here.
 PT0919
 PT0919.Click photographs - Photos may exist for this station.
 PT0919
 PT0919.The dynamic height is computed by dividing the NAVD 88
 PT0919.geopotential number by the normal gravity value computed on the
 PT0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0919.degrees latitude (g = 980.6199 gals.).
 PT0919
 PT0919.The modeled gravity was interpolated from observed gravity values.
 PT0919
 PT0919;                    North         East    Units  Estimated Accuracy
 PT0919;SPC SD S     -   221,810.      537,230.      MT  (+/- 180 meters Scaled)
 PT0919
 PT0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ309104(NAD 83)
 PT0919
 PT0919                          SUPERSEDED SURVEY CONTROL
 PT0919
 PT0919.No superseded survey control is available for this station.
 PT0919
 PT0919_MARKER: I = METAL ROD
 PT0919_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PT0919+WITH SETTING: INFORMATION.
 PT0919_STAMPING: W 432 1985
 PT0919_MARK LOGO: NGS
 PT0919_PROJECTION: FLUSH
 PT0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0919+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0919_ROD/PIPE-DEPTH: 2.7 meters
 PT0919
 PT0919  HISTORY     - Date     Condition        Report By
 PT0919  HISTORY     - 1985     MONUMENTED       NGS
 PT0919  HISTORY     - 20130116 GOOD             INDIV
 PT0919
 PT0919                          STATION DESCRIPTION
 PT0919
 PT0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0919'29.8 KM (18.5 MI) NORTH FROM MIDLAND.
 PT0919'29.83 KM (18.54 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0919'FROM THEIR JUNCTION AT MIDLAND, IN THE SOUTHWEST CORNER OF THE
 PT0919'JUNCTION OF A GRAVEL ROAD, 0.11 KM (0.07 MI) SOUTH OF MILEPOST 187,
 PT0919'30.2 METERS (99 FT) WEST OF THE HIGHWAY CENTERLINE, 14.0 METERS (46
 PT0919'FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD, 3.2 METERS (10.6 FT)
 PT0919'SOUTHEAST OF A POWER POLE AT THE WEST END OF A POWER LINE CROSSING AND
 PT0919'0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  ROD SET TO 9-FOOT
 PT0919'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PT0919'LOGO CAP.
 PT0919'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0919'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PT0919
 PT0919                          STATION RECOVERY (2013)
 PT0919
 PT0919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0960 ***********************************************************************
 PT0960  DESIGNATION -  W 433
 PT0960  PID         -  PT0960
 PT0960  STATE/COUNTY-  SD/ZIEBACH
 PT0960  COUNTRY     -  US
 PT0960  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0960
 PT0960                         *CURRENT SURVEY CONTROL
 PT0960  ______________________________________________________________________
 PT0960* NAD 83(1986) POSITION- 44 50 14.     (N) 101 16 54.     (W)   SCALED
 PT0960* NAVD 88 ORTHO HEIGHT -   608.910 (meters)     1997.73  (feet) ADJUSTED
 PT0960  ______________________________________________________________________
 PT0960  GEOID HEIGHT    -        -21.486 (meters)                     GEOID18
 PT0960  DYNAMIC HEIGHT  -        608.793 (meters)     1997.35  (feet) COMP
 PT0960  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 PT0960
 PT0960  VERT ORDER      -  FIRST     CLASS II
 PT0960
 PT0960.The horizontal coordinates were scaled from a map and have
 PT0960.an estimated accuracy of +/- 6 seconds.
 PT0960
 PT0960.The orthometric height was determined by differential leveling and
 PT0960.adjusted by the NATIONAL GEODETIC SURVEY
 PT0960.in June 1991.
 PT0960
 PT0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0960.GEOID18 height accuracy estimate available here.
 PT0960
 PT0960.Click photographs - Photos may exist for this station.
 PT0960
 PT0960.The dynamic height is computed by dividing the NAVD 88
 PT0960.geopotential number by the normal gravity value computed on the
 PT0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0960.degrees latitude (g = 980.6199 gals.).
 PT0960
 PT0960.The modeled gravity was interpolated from observed gravity values.
 PT0960
 PT0960;                    North         East    Units  Estimated Accuracy
 PT0960;SPC SD N     -   112,360.      498,670.      MT  (+/- 180 meters Scaled)
 PT0960
 PT0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ196674(NAD 83)
 PT0960
 PT0960                          SUPERSEDED SURVEY CONTROL
 PT0960
 PT0960.No superseded survey control is available for this station.
 PT0960
 PT0960_MARKER: I = METAL ROD
 PT0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0960_STAMPING: W 433 1985
 PT0960_MARK LOGO: NGS
 PT0960_PROJECTION: FLUSH
 PT0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0960_ROD/PIPE-DEPTH: 5.5 meters
 PT0960
 PT0960  HISTORY     - Date     Condition        Report By
 PT0960  HISTORY     - 1985     MONUMENTED       NGS
 PT0960
 PT0960                          STATION DESCRIPTION
 PT0960
 PT0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0960'22.9 KM (14.2 MI) SOUTH FROM EAGLE BUTTE.
 PT0960'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0960'STREET AT EAGLE BUTTE, THENCE 19.37 KM (12.04 MI) SOUTH ALONG STATE
 PT0960'HIGHWAY 63, AT THE NORTHEAST END OF A CURVE, 0.95 KM (0.59 MI) NORTH
 PT0960'OF THE BRIDGE OVER RUDY CREEK, 0.39 KM (0.24 MI) SOUTH OF MILEPOST
 PT0960'156, 14.9 METERS (49 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.1
 PT0960'METERS (3.5 FT) NORTHEAST OF A WOOD POST AT AN ANGLED OFFSET IN THE
 PT0960'RIGHT-OF-WAY FENCE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 PT0960'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0960'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PT0960'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0589 ***********************************************************************
 QS0589  DESIGNATION -  W 434
 QS0589  PID         -  QS0589
 QS0589  STATE/COUNTY-  SD/DEWEY
 QS0589  COUNTRY     -  US
 QS0589  USGS QUAD   -  LANTRY (2017)
 QS0589
 QS0589                         *CURRENT SURVEY CONTROL
 QS0589  ______________________________________________________________________
 QS0589* NAD 83(1986) POSITION- 45 01 42.     (N) 101 27 42.     (W)   SCALED
 QS0589* NAVD 88 ORTHO HEIGHT -   718.627 (meters)     2357.70  (feet) ADJUSTED
 QS0589  ______________________________________________________________________
 QS0589  GEOID HEIGHT    -        -20.847 (meters)                     GEOID18
 QS0589  DYNAMIC HEIGHT  -        718.484 (meters)     2357.23  (feet) COMP
 QS0589  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 QS0589
 QS0589  VERT ORDER      -  FIRST     CLASS II
 QS0589
 QS0589.The horizontal coordinates were scaled from a map and have
 QS0589.an estimated accuracy of +/- 6 seconds.
 QS0589
 QS0589.The orthometric height was determined by differential leveling and
 QS0589.adjusted by the NATIONAL GEODETIC SURVEY
 QS0589.in June 1991.
 QS0589
 QS0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0589.GEOID18 height accuracy estimate available here.
 QS0589
 QS0589.Click photographs - Photos may exist for this station.
 QS0589
 QS0589.The dynamic height is computed by dividing the NAVD 88
 QS0589.geopotential number by the normal gravity value computed on the
 QS0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0589.degrees latitude (g = 980.6199 gals.).
 QS0589
 QS0589.The modeled gravity was interpolated from observed gravity values.
 QS0589
 QS0589;                    North         East    Units  Estimated Accuracy
 QS0589;SPC SD N     -   133,830.      484,820.      MT  (+/- 180 meters Scaled)
 QS0589
 QS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ060890(NAD 83)
 QS0589
 QS0589                          SUPERSEDED SURVEY CONTROL
 QS0589
 QS0589.No superseded survey control is available for this station.
 QS0589
 QS0589_MARKER: I = METAL ROD
 QS0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0589_STAMPING: W 434 1985
 QS0589_MARK LOGO: NGS
 QS0589_PROJECTION: FLUSH
 QS0589_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0589+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0589_ROD/PIPE-DEPTH: 3.4 meters
 QS0589
 QS0589  HISTORY     - Date     Condition        Report By
 QS0589  HISTORY     - 1985     MONUMENTED       NGS
 QS0589  HISTORY     - 19960425 GOOD             NGS
 QS0589  HISTORY     - 20120712 GOOD             INDIV
 QS0589
 QS0589                          STATION DESCRIPTION
 QS0589
 QS0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0589'12.1 KM (7.5 MI) EAST FROM DUPREE.
 QS0589'12.12 KM (7.53 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0589'STREET AT DUPREE, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A GRAVEL
 QS0589'SECTION LINE ROAD, 0.31 KM (0.19 MI) WEST OF A BRIDGE OVER LITTLE BEAR
 QS0589'CREEK, 0.38 KM (0.24 MI) WEST OF MILEPOST 144, 22.9 METERS (75 FT)
 QS0589'SOUTH-SOUTHWEST OF THE HIGHWAY CENTERLINE, 28.0 METERS (92 FT) EAST OF
 QS0589'THE CENTER OF THE ROAD, 14.2 METERS (46.5 FT) SOUTHEAST OF THE SOUTH
 QS0589'END OF A 18-INCH PIPE CULVERT, 10.2 METERS (33.6 FT) EAST-SOUTHEAST OF
 QS0589'A POWER POLE AT THE EAST END OF A POWER LINE CROSSING THE ROAD AND
 QS0589'0.3 METER (1 FT) NORTH-NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 QS0589'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0589'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0589'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 QS0589
 QS0589                          STATION RECOVERY (1996)
 QS0589
 QS0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0589'12.1 KM (7.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0589'MAIN STREET IN DUPREE, 391.0 M (1282.8 FT) WEST OF MILEPOST 144, 28.0
 QS0589'M (91.9 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.9 M (75.1 FT)
 QS0589'SOUTH OF THE HIGHWAY CENTERLINE, 14.2 M (46.6 FT) SOUTHEAST OF THE
 QS0589'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 10.2 M (33.5 FT) SOUTHEAST
 QS0589'OF A UTILITY POLE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 QS0589'M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 QS0589'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0589
 QS0589                          STATION RECOVERY (2012)
 QS0589
 QS0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0616 ***********************************************************************
 QS0616  DESIGNATION -  W 438
 QS0616  PID         -  QS0616
 QS0616  STATE/COUNTY-  SD/DEWEY
 QS0616  COUNTRY     -  US
 QS0616  USGS QUAD   -  ISABEL SW (2017)
 QS0616
 QS0616                         *CURRENT SURVEY CONTROL
 QS0616  ______________________________________________________________________
 QS0616* NAD 83(1986) POSITION- 45 22 18.     (N) 101 29 10.     (W)   SCALED
 QS0616* NAVD 88 ORTHO HEIGHT -   717.395 (meters)     2353.65  (feet) ADJUSTED
 QS0616  ______________________________________________________________________
 QS0616  GEOID HEIGHT    -        -20.472 (meters)                     GEOID18
 QS0616  DYNAMIC HEIGHT  -        717.283 (meters)     2353.29  (feet) COMP
 QS0616  MODELED GRAVITY -    980,435.6   (mgal)                       NAVD 88
 QS0616
 QS0616  VERT ORDER      -  FIRST     CLASS II
 QS0616
 QS0616.The horizontal coordinates were scaled from a map and have
 QS0616.an estimated accuracy of +/- 6 seconds.
 QS0616
 QS0616.The orthometric height was determined by differential leveling and
 QS0616.adjusted by the NATIONAL GEODETIC SURVEY
 QS0616.in June 1991.
 QS0616
 QS0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0616.GEOID18 height accuracy estimate available here.
 QS0616
 QS0616.Click photographs - Photos may exist for this station.
 QS0616
 QS0616.The dynamic height is computed by dividing the NAVD 88
 QS0616.geopotential number by the normal gravity value computed on the
 QS0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0616.degrees latitude (g = 980.6199 gals.).
 QS0616
 QS0616.The modeled gravity was interpolated from observed gravity values.
 QS0616
 QS0616;                    North         East    Units  Estimated Accuracy
 QS0616;SPC SD N     -   172,010.      483,600.      MT  (+/- 180 meters Scaled)
 QS0616
 QS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR053272(NAD 83)
 QS0616
 QS0616                          SUPERSEDED SURVEY CONTROL
 QS0616
 QS0616.No superseded survey control is available for this station.
 QS0616
 QS0616_MARKER: I = METAL ROD
 QS0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0616_STAMPING: W 438 1985
 QS0616_MARK LOGO: NGS
 QS0616_PROJECTION: FLUSH
 QS0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0616+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 QS0616_ROD/PIPE-DEPTH: 6.1 meters
 QS0616
 QS0616  HISTORY     - Date     Condition        Report By
 QS0616  HISTORY     - 1985     MONUMENTED       NGS
 QS0616  HISTORY     - 20120731 GOOD             INDIV
 QS0616
 QS0616                          STATION DESCRIPTION
 QS0616
 QS0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0616'6.8 KM (4.2 MI) SW FROM ISABEL.
 QS0616'6.80 KM (4.23 MI) SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE POST
 QS0616'OFFICE AT ISABEL, AT A T JUNCTION IN THE RIGHT-OF-WAY FENCE, IN THE
 QS0616'NORTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING EAST, 1.60
 QS0616'KM (0.99 MI) SOUTH OF THE T JUNCTION OF STATE HIGHWAY 20, 0.23 KM
 QS0616'(0.14 MI) SOUTH OF MILEPOST 189, 14.8 METERS (48.5 FT) EAST OF THE
 QS0616'HIGHWAY CENTERLINE, 10.7 METERS (35 FT) NORTH OF THE CENTER OF THE
 QS0616'TRACK ROAD, 6.4 METERS (21 FT) NORTHEAST OF THE NORTH END OF A 18-INCH
 QS0616'CONCRETE PIPE CULVERT UNDER THE TRACK ROAD, 0.5 METER (1.5 FT) NORTH
 QS0616'OF THE T JUNCTION IN THE FENCE AND 0.3 METER (1 FT) WEST OF THE
 QS0616'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0616'5-INCH LOGO CAP.
 QS0616'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0616'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 QS0616
 QS0616                          STATION RECOVERY (2012)
 QS0616
 QS0616'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 QS0616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0070 ***********************************************************************
 PS0070  DESIGNATION -  W 44
 PS0070  PID         -  PS0070
 PS0070  STATE/COUNTY-  SD/SANBORN
 PS0070  COUNTRY     -  US
 PS0070  USGS QUAD   -  ALPENA (2017)
 PS0070
 PS0070                         *CURRENT SURVEY CONTROL
 PS0070  ______________________________________________________________________
 PS0070* NAD 83(1986) POSITION- 44 08 28.     (N) 098 20 00.     (W)   SCALED
 PS0070* NAVD 88 ORTHO HEIGHT -   399.946 (meters)     1312.16  (feet) ADJUSTED
 PS0070  ______________________________________________________________________
 PS0070  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 PS0070  DYNAMIC HEIGHT  -        399.869 (meters)     1311.90  (feet) COMP
 PS0070  MODELED GRAVITY -    980,414.7   (mgal)                       NAVD 88
 PS0070
 PS0070  VERT ORDER      -  FIRST     CLASS II
 PS0070
 PS0070.The horizontal coordinates were scaled from a map and have
 PS0070.an estimated accuracy of +/- 6 seconds.
 PS0070
 PS0070.The orthometric height was determined by differential leveling and
 PS0070.adjusted by the NATIONAL GEODETIC SURVEY
 PS0070.in June 1991.
 PS0070
 PS0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0070.GEOID18 height accuracy estimate available here.
 PS0070
 PS0070.Click photographs - Photos may exist for this station.
 PS0070
 PS0070.The dynamic height is computed by dividing the NAVD 88
 PS0070.geopotential number by the normal gravity value computed on the
 PS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0070.degrees latitude (g = 980.6199 gals.).
 PS0070
 PS0070.The modeled gravity was interpolated from observed gravity values.
 PS0070
 PS0070;                    North         East    Units  Estimated Accuracy
 PS0070;SPC SD S     -   202,760.      760,010.      MT  (+/- 180 meters Scaled)
 PS0070
 PS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP533877(NAD 83)
 PS0070
 PS0070                          SUPERSEDED SURVEY CONTROL
 PS0070
 PS0070  NGVD 29 (??/??/92)  399.651  (m)         1311.19   (f) ADJ UNCH    1 2
 PS0070
 PS0070.Superseded values are not recommended for survey control.
 PS0070
 PS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0070.See file dsdata.pdf to determine how the superseded data were derived.
 PS0070
 PS0070_MARKER: DB = BENCH MARK DISK
 PS0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0070_STAMPING: W 44 1934
 PS0070_MARK LOGO: CGS
 PS0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0070+STABILITY: SURFACE MOTION
 PS0070
 PS0070  HISTORY     - Date     Condition        Report By
 PS0070  HISTORY     - 1934     MONUMENTED       CGS
 PS0070  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0070
 PS0070                          STATION DESCRIPTION
 PS0070
 PS0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0070'3.1 MI SE FROM ALPENA.
 PS0070'IN SANBORN COUNTY, ABOUT 3.1 MILES SOUTHEAST ALONG THE CHICAGO,
 PS0070'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 PS0070'ALPENA, JERAULD COUNTY, ABOUT 7 POLES SOUTH OF MILEPOST 35,
 PS0070'AT A ROAD CROSSING, 33 FEET NORTH OF THE CENTER LINE OF THE
 PS0070'ROAD, 45 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 PS0070'EAST OF A POLE.  A STANDARD DISK, STAMPED W 44 1934 AND SET IN
 PS0070'THE TOP OF A CONCRETE POST.
 PS0070
 PS0070                          STATION RECOVERY (2012)
 PS0070
 PS0070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0971 ***********************************************************************
 OQ0971  DESIGNATION -  W 447
 OQ0971  PID         -  OQ0971
 OQ0971  STATE/COUNTY-  SD/LINCOLN
 OQ0971  COUNTRY     -  US
 OQ0971  USGS QUAD   -  WORTHING (2017)
 OQ0971
 OQ0971                         *CURRENT SURVEY CONTROL
 OQ0971  ______________________________________________________________________
 OQ0971* NAD 83(1986) POSITION- 43 17 35.20   (N) 096 47 44.53   (W)   HD_HELD1
 OQ0971* NAVD 88 ORTHO HEIGHT -   397.151 (meters)     1302.99  (feet) ADJUSTED
 OQ0971  ______________________________________________________________________
 OQ0971  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 OQ0971  DYNAMIC HEIGHT  -        397.040 (meters)     1302.62  (feet) COMP
 OQ0971  MODELED GRAVITY -    980,328.1   (mgal)                       NAVD 88
 OQ0971
 OQ0971  VERT ORDER      -  FIRST     CLASS II
 OQ0971
 OQ0971.The horizontal coordinates were determined by differentially corrected
 OQ0971.hand held GPS observations or other comparable positioning techniques
 OQ0971.and have an estimated accuracy of +/- 3 meters.
 OQ0971
 OQ0971.The orthometric height was determined by differential leveling and
 OQ0971.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0971.in June 1991.
 OQ0971
 OQ0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0971.GEOID18 height accuracy estimate available here.
 OQ0971
 OQ0971.Click photographs - Photos may exist for this station.
 OQ0971
 OQ0971.The dynamic height is computed by dividing the NAVD 88
 OQ0971.geopotential number by the normal gravity value computed on the
 OQ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0971.degrees latitude (g = 980.6199 gals.).
 OQ0971
 OQ0971.The modeled gravity was interpolated from observed gravity values.
 OQ0971
 OQ0971;                    North         East    Units  Estimated Accuracy
 OQ0971;SPC SD S     -   112,735.2     886,977.9     MT  (+/- 3 meters HH1 GPS) 
 OQ0971
 OQ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7881495724(NAD 83)
 OQ0971
 OQ0971                          SUPERSEDED SURVEY CONTROL
 OQ0971
 OQ0971.No superseded survey control is available for this station.
 OQ0971
 OQ0971_MARKER: I = METAL ROD
 OQ0971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0971_STAMPING: W 447 1990
 OQ0971_MARK LOGO: NGS
 OQ0971_PROJECTION: PROJECTING 17 CENTIMETERS
 OQ0971_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0971+STABILITY: POSITION/ELEVATION WELL
 OQ0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0971+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2012
 OQ0971_ROD/PIPE-DEPTH: 18.9 meters
 OQ0971_SLEEVE-DEPTH  : 12.2 meters
 OQ0971
 OQ0971  HISTORY     - Date     Condition        Report By
 OQ0971  HISTORY     - 1990     MONUMENTED       NGS
 OQ0971  HISTORY     - 20120302 GOOD             INDIV
 OQ0971
 OQ0971                          STATION DESCRIPTION
 OQ0971
 OQ0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0971'23.3 KM (14.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0971'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 1.2 KM (0.7 MI) NORTH OF
 OQ0971'MILEPOST 61, 32.0 M (105.0 FT) EAST OF THE CENTERLINE OF THE
 OQ0971'NORTHBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 OQ0971'THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF THE MOST NORTHERLY 1 OF 2
 OQ0971'FENCE BRACE POSTS, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND
 OQ0971'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0971
 OQ0971                          STATION RECOVERY (2012)
 OQ0971
 OQ0971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1040 ***********************************************************************
 OQ1040  DESIGNATION -  W 448
 OQ1040  PID         -  OQ1040
 OQ1040  STATE/COUNTY-  SD/MINNEHAHA
 OQ1040  COUNTRY     -  US
 OQ1040  USGS QUAD   -  COLTON SE (2017)
 OQ1040
 OQ1040                         *CURRENT SURVEY CONTROL
 OQ1040  ______________________________________________________________________
 OQ1040* NAD 83(1986) POSITION- 43 50 51.     (N) 096 46 15.     (W)   SCALED
 OQ1040* NAVD 88 ORTHO HEIGHT -   488.810 (meters)     1603.70  (feet) ADJUSTED
 OQ1040  ______________________________________________________________________
 OQ1040  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 OQ1040  DYNAMIC HEIGHT  -        488.697 (meters)     1603.33  (feet) COMP
 OQ1040  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 OQ1040
 OQ1040  VERT ORDER      -  FIRST     CLASS II
 OQ1040
 OQ1040.The horizontal coordinates were scaled from a map and have
 OQ1040.an estimated accuracy of +/- 6 seconds.
 OQ1040
 OQ1040.The orthometric height was determined by differential leveling and
 OQ1040.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1040.in September 1993.
 OQ1040
 OQ1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1040.GEOID18 height accuracy estimate available here.
 OQ1040
 OQ1040.Click photographs - Photos may exist for this station.
 OQ1040
 OQ1040.The dynamic height is computed by dividing the NAVD 88
 OQ1040.geopotential number by the normal gravity value computed on the
 OQ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1040.degrees latitude (g = 980.6199 gals.).
 OQ1040
 OQ1040.The modeled gravity was interpolated from observed gravity values.
 OQ1040
 OQ1040;                    North         East    Units  Estimated Accuracy
 OQ1040;SPC SD S     -   174,350.      886,350.      MT  (+/- 180 meters Scaled)
 OQ1040
 OQ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP791573(NAD 83)
 OQ1040
 OQ1040                          SUPERSEDED SURVEY CONTROL
 OQ1040
 OQ1040.No superseded survey control is available for this station.
 OQ1040
 OQ1040_MARKER: I = METAL ROD
 OQ1040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1040_STAMPING: W 448 1990
 OQ1040_MARK LOGO: NGS
 OQ1040_PROJECTION: PROJECTING 9 CENTIMETERS
 OQ1040_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1040+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1040_ROD/PIPE-DEPTH: 15.9 meters
 OQ1040_SLEEVE-DEPTH  : 12.2 meters
 OQ1040
 OQ1040  HISTORY     - Date     Condition        Report By
 OQ1040  HISTORY     - 1990     MONUMENTED       NGS
 OQ1040  HISTORY     - 19910619 GOOD             NGS
 OQ1040  HISTORY     - 20110331 MARK NOT FOUND   INDIV
 OQ1040
 OQ1040                          STATION DESCRIPTION
 OQ1040
 OQ1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1040'15.0 KM (9.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1040'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109 0.9 KM (0.6 MI) NORTH
 OQ1040'OF MILEPOST 100, 125.0 M (410.1 FT) SOUTHWEST OF THE MINNEHAHA-MOODY
 OQ1040'COUNTY LINE, 45.5 M (149.3 FT) SOUTHEAST (SLOPE MEASUREMENT) OF THE
 OQ1040'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.0 M (9.8 FT)
 OQ1040'ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) WEST OF THE MOST
 OQ1040'SOUTHWESTERLY 1 OF 3 FENCE BRACE POSTS, AND 0.6 M (2.0 FT) NORTHWEST
 OQ1040'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1040'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DOES NOT MEET SPECIFICATIONS
 OQ1040'FOR A CLASS A MONUMENT.
 OQ1040
 OQ1040                          STATION RECOVERY (1991)
 OQ1040
 OQ1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1040'15.0 KM (9.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1040'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109 0.9 KM (0.6 MI) NORTH
 OQ1040'OF MILEPOST 100, 125.0 M (410.1 FT) SOUTHWEST OF THE MINNEHAHA-MOODY
 OQ1040'COUNTY LINE, 45.5 M (149.3 FT) SOUTHEAST (SLOPE MEASUREMENT) OF THE
 OQ1040'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 3.0 M (9.8 FT)
 OQ1040'ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) WEST OF THE MOST
 OQ1040'SOUTHWESTERLY 1 OF 3 FENCE BRACE POSTS, AND 0.6 M (2.0 FT) NORTHWEST
 OQ1040'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1040'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DOES NOT MEET SPECIFICATIONS
 OQ1040'FOR A CLASS A MONUMENT.
 OQ1040
 OQ1040                          STATION RECOVERY (2011)
 OQ1040
 OQ1040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0219 ***********************************************************************
 PS0219  DESIGNATION -  W 45
 PS0219  PID         -  PS0219
 PS0219  STATE/COUNTY-  SD/SPINK
 PS0219  COUNTRY     -  US
 PS0219  USGS QUAD   -  TULARE (2017)
 PS0219
 PS0219                         *CURRENT SURVEY CONTROL
 PS0219  ______________________________________________________________________
 PS0219* NAD 83(1986) POSITION- 44 40 55.     (N) 098 30 14.     (W)   SCALED
 PS0219* NAVD 88 ORTHO HEIGHT -   401.840 (meters)     1318.37  (feet) ADJUSTED
 PS0219  ______________________________________________________________________
 PS0219  GEOID HEIGHT    -        -24.549 (meters)                     GEOID18
 PS0219  DYNAMIC HEIGHT  -        401.785 (meters)     1318.19  (feet) COMP
 PS0219  MODELED GRAVITY -    980,469.7   (mgal)                       NAVD 88
 PS0219
 PS0219  VERT ORDER      -  FIRST     CLASS II
 PS0219
 PS0219.The horizontal coordinates were scaled from a map and have
 PS0219.an estimated accuracy of +/- 6 seconds.
 PS0219
 PS0219.The orthometric height was determined by differential leveling and
 PS0219.adjusted by the NATIONAL GEODETIC SURVEY
 PS0219.in June 1991.
 PS0219
 PS0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0219.GEOID18 height accuracy estimate available here.
 PS0219
 PS0219.Click photographs - Photos may exist for this station.
 PS0219
 PS0219.The dynamic height is computed by dividing the NAVD 88
 PS0219.geopotential number by the normal gravity value computed on the
 PS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0219.degrees latitude (g = 980.6199 gals.).
 PS0219
 PS0219.The modeled gravity was interpolated from observed gravity values.
 PS0219
 PS0219;                    North         East    Units  Estimated Accuracy
 PS0219;SPC SD N     -    95,400.      718,600.      MT  (+/- 180 meters Scaled)
 PS0219
 PS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ393477(NAD 83)
 PS0219
 PS0219                          SUPERSEDED SURVEY CONTROL
 PS0219
 PS0219  NGVD 29 (??/??/92)  401.542  (m)         1317.39   (f) ADJ UNCH    1 2
 PS0219
 PS0219.Superseded values are not recommended for survey control.
 PS0219
 PS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0219.See file dsdata.pdf to determine how the superseded data were derived.
 PS0219
 PS0219_MARKER: DB = BENCH MARK DISK
 PS0219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0219_SP_SET: CULVERT HEADWALL
 PS0219_STAMPING: W 45 1934
 PS0219_MARK LOGO: CGS
 PS0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0219+STABILITY: SURFACE MOTION
 PS0219
 PS0219  HISTORY     - Date     Condition        Report By
 PS0219  HISTORY     - 1934     MONUMENTED       CGS
 PS0219
 PS0219                          STATION DESCRIPTION
 PS0219
 PS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0219'4 MI S FROM TULARE.
 PS0219'4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0219'RAILROAD FROM THE PUBLIC SCHOOL AT TULARE, SPINK COUNTY, ABOUT
 PS0219'6 POLES SOUTH OF MILEPOST 74, ABOUT 312 FEET EAST OF THE CENTER
 PS0219'LINE OF THE TRACK, AT A HIGHWAY BOX CULVERT OPPOSITE A POLE,
 PS0219'AND IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL.
 PS0219'A STANDARD DISK, STAMPED W 45 1934.  NOTE-- BM ON CULVERT WAS
 PS0219'PROBABLY REMOVED DURING ROAD RENOVATIONS IN 1938.  THE REPLACED
 PS0219'CULVERT IS DATED 1938, FOUR YEARS AFTER LEVELS WERE RUN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1970 ***********************************************************************
 NM1970  DESIGNATION -  W 450
 NM1970  PID         -  NM1970
 NM1970  STATE/COUNTY-  SD/UNION
 NM1970  COUNTRY     -  US
 NM1970  USGS QUAD   -  VERMILLION SE (2017)
 NM1970
 NM1970                         *CURRENT SURVEY CONTROL
 NM1970  ______________________________________________________________________
 NM1970* NAD 83(1986) POSITION- 42 48 13.52   (N) 096 47 43.42   (W)   HD_HELD1
 NM1970* NAVD 88 ORTHO HEIGHT -   372.120 (meters)     1220.86  (feet) ADJUSTED
 NM1970  ______________________________________________________________________
 NM1970  GEOID HEIGHT    -        -25.523 (meters)                     GEOID18
 NM1970  DYNAMIC HEIGHT  -        372.017 (meters)     1220.53  (feet) COMP
 NM1970  MODELED GRAVITY -    980,334.8   (mgal)                       NAVD 88
 NM1970
 NM1970  VERT ORDER      -  FIRST     CLASS II
 NM1970
 NM1970.The horizontal coordinates were determined by differentially corrected
 NM1970.hand held GPS observations or other comparable positioning techniques
 NM1970.and have an estimated accuracy of +/- 3 meters.
 NM1970
 NM1970.The orthometric height was determined by differential leveling and
 NM1970.adjusted by the NATIONAL GEODETIC SURVEY
 NM1970.in June 1991.
 NM1970
 NM1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1970.GEOID18 height accuracy estimate available here.
 NM1970
 NM1970.Click photographs - Photos may exist for this station.
 NM1970
 NM1970.The dynamic height is computed by dividing the NAVD 88
 NM1970.geopotential number by the normal gravity value computed on the
 NM1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1970.degrees latitude (g = 980.6199 gals.).
 NM1970
 NM1970.The modeled gravity was interpolated from observed gravity values.
 NM1970
 NM1970;                    North         East    Units  Estimated Accuracy
 NM1970;SPC SD S     -    58,423.5     889,317.9     MT  (+/- 3 meters HH1 GPS) 
 NM1970
 NM1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8026841379(NAD 83)
 NM1970
 NM1970                          SUPERSEDED SURVEY CONTROL
 NM1970
 NM1970.No superseded survey control is available for this station.
 NM1970
 NM1970_MARKER: I = METAL ROD
 NM1970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1970_STAMPING: W 450 1990
 NM1970_MARK LOGO: NGS
 NM1970_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1970_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1970+STABILITY: POSITION/ELEVATION WELL
 NM1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1970+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM1970_ROD/PIPE-DEPTH: 13.1 meters
 NM1970_SLEEVE-DEPTH  : 12.2 meters
 NM1970
 NM1970  HISTORY     - Date     Condition        Report By
 NM1970  HISTORY     - 1990     MONUMENTED       NGS
 NM1970  HISTORY     - 20120420 GOOD             INDIV
 NM1970
 NM1970                          STATION DESCRIPTION
 NM1970
 NM1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1970'2.0 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1970'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 28.2 M (92.5 FT)
 NM1970'SOUTHEAST OF MILEPOST 28, 32.2 M (105.6 FT) EAST OF THE CENTERLINE OF
 NM1970'THE NORTHBOUND LANES OF THE HIGHWAY, 18.6 M (61.0 FT) EAST-SOUTHEAST
 NM1970'OF THE EAST END OF A 24-INCH CULVERT, 1.8 M (5.9 FT) BELOW THE LEVEL
 NM1970'OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF THE MOST SOUTHERLY 1 OF 2
 NM1970'FENCE BRACE POSTS, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 NM1970'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1970
 NM1970                          STATION RECOVERY (2012)
 NM1970
 NM1970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0689 ***********************************************************************
 QQ0689  DESIGNATION -  W 451
 QQ0689  PID         -  QQ0689
 QQ0689  STATE/COUNTY-  SD/ROBERTS
 QQ0689  COUNTRY     -  US
 QQ0689  USGS QUAD   -  PEEVER NW (2017)
 QQ0689
 QQ0689                         *CURRENT SURVEY CONTROL
 QQ0689  ______________________________________________________________________
 QQ0689* NAD 83(1986) POSITION- 45 40 03.     (N) 096 59 45.     (W)   SCALED
 QQ0689* NAVD 88 ORTHO HEIGHT -   354.246 (meters)     1162.22  (feet) ADJUSTED
 QQ0689  ______________________________________________________________________
 QQ0689  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 QQ0689  DYNAMIC HEIGHT  -        354.230 (meters)     1162.17  (feet) COMP
 QQ0689  MODELED GRAVITY -    980,562.4   (mgal)                       NAVD 88
 QQ0689
 QQ0689  VERT ORDER      -  FIRST     CLASS II
 QQ0689
 QQ0689.The horizontal coordinates were scaled from a map and have
 QQ0689.an estimated accuracy of +/- 6 seconds.
 QQ0689
 QQ0689.The orthometric height was determined by differential leveling and
 QQ0689.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0689.in June 1991.
 QQ0689
 QQ0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0689.GEOID18 height accuracy estimate available here.
 QQ0689
 QQ0689.Click photographs - Photos may exist for this station.
 QQ0689
 QQ0689.The dynamic height is computed by dividing the NAVD 88
 QQ0689.geopotential number by the normal gravity value computed on the
 QQ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0689.degrees latitude (g = 980.6199 gals.).
 QQ0689
 QQ0689.The modeled gravity was interpolated from observed gravity values.
 QQ0689
 QQ0689;                    North         East    Units  Estimated Accuracy
 QQ0689;SPC SD N     -   208,170.      834,050.      MT  (+/- 180 meters Scaled)
 QQ0689
 QQ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR561590(NAD 83)
 QQ0689
 QQ0689                          SUPERSEDED SURVEY CONTROL
 QQ0689
 QQ0689.No superseded survey control is available for this station.
 QQ0689
 QQ0689_MARKER: I = METAL ROD
 QQ0689_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QQ0689_STAMPING: W 451 1990
 QQ0689_MARK LOGO: NGS
 QQ0689_PROJECTION: FLUSH
 QQ0689_MAGNETIC: I = MARKER IS A STEEL ROD
 QQ0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0689+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QQ0689_ROD/PIPE-DEPTH: 7.0 meters
 QQ0689
 QQ0689  HISTORY     - Date     Condition        Report By
 QQ0689  HISTORY     - 1990     MONUMENTED       NGS
 QQ0689
 QQ0689                          STATION DESCRIPTION
 QQ0689
 QQ0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0689'1.0 KM (0.6 MI) WESTERLY ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 QQ0689'INTERSTATE HIGHWAY 29 (SISSETON EXIT 232), THENCE 0.8 KM (0.5 MI)
 QQ0689'NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.25 KM (0.16 MI) EAST ALONG
 QQ0689'A GRAVELED ROAD, AT THE SISSETON MUNICIPAL AIRPORT, 37.8 M (124.0 FT)
 QQ0689'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MOST WESTERLY OF 3
 QQ0689'HANGARS, 21.5 M (70.5 FT) SOUTH OF THE CENTER OF THE ROAD, 6.5 M
 QQ0689'(21.3 FT) WEST OF A T-FENCE CORNER, 0.8 M (2.6 FT) NORTHWEST OF THE
 QQ0689'MOST WESTERLY OF 3 FENCE BRACE POSTS, AND 0.5 M (1.6 FT) ABOVE THE
 QQ0689'LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND
 QQ0689'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1128 ***********************************************************************
 OQ1128  DESIGNATION -  W 452
 OQ1128  PID         -  OQ1128
 OQ1128  STATE/COUNTY-  SD/MINNEHAHA
 OQ1128  COUNTRY     -  US
 OQ1128  USGS QUAD   -  HUMBOLDT (2017)
 OQ1128
 OQ1128                         *CURRENT SURVEY CONTROL
 OQ1128  ______________________________________________________________________
 OQ1128* NAD 83(1986) POSITION- 43 39 09.     (N) 097 06 07.     (W)   SCALED
 OQ1128* NAVD 88 ORTHO HEIGHT -   506.258 (meters)     1660.95  (feet) ADJUSTED
 OQ1128  ______________________________________________________________________
 OQ1128  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 OQ1128  DYNAMIC HEIGHT  -        506.123 (meters)     1660.51  (feet) COMP
 OQ1128  MODELED GRAVITY -    980,336.6   (mgal)                       NAVD 88
 OQ1128
 OQ1128  VERT ORDER      -  FIRST     CLASS II
 OQ1128
 OQ1128.The horizontal coordinates were scaled from a map and have
 OQ1128.an estimated accuracy of +/- 6 seconds.
 OQ1128
 OQ1128.The orthometric height was determined by differential leveling and
 OQ1128.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1128.in September 1993.
 OQ1128
 OQ1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1128.GEOID18 height accuracy estimate available here.
 OQ1128
 OQ1128.Click photographs - Photos may exist for this station.
 OQ1128
 OQ1128.The dynamic height is computed by dividing the NAVD 88
 OQ1128.geopotential number by the normal gravity value computed on the
 OQ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1128.degrees latitude (g = 980.6199 gals.).
 OQ1128
 OQ1128.The modeled gravity was interpolated from observed gravity values.
 OQ1128
 OQ1128;                    North         East    Units  Estimated Accuracy
 OQ1128;SPC SD S     -   151,620.      860,600.      MT  (+/- 180 meters Scaled)
 OQ1128
 OQ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP530350(NAD 83)
 OQ1128
 OQ1128                          SUPERSEDED SURVEY CONTROL
 OQ1128
 OQ1128.No superseded survey control is available for this station.
 OQ1128
 OQ1128_MARKER: I = METAL ROD
 OQ1128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1128_STAMPING: W 452 1991
 OQ1128_MARK LOGO: NGS
 OQ1128_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1128_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1128+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1128_ROD/PIPE-DEPTH: 6.1 meters
 OQ1128_SLEEVE-DEPTH  : 0.9 meters
 OQ1128
 OQ1128  HISTORY     - Date     Condition        Report By
 OQ1128  HISTORY     - 1991     MONUMENTED       NGS
 OQ1128  HISTORY     - 20120222 GOOD             INDIV
 OQ1128
 OQ1128                          STATION DESCRIPTION
 OQ1128
 OQ1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1128'1.4 KM (0.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1128'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1128'0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 379, 31.4 M (103.0 FT)
 OQ1128'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF
 OQ1128'THE HIGHWAY, 6.8 M (22.3 FT) NORTHWEST OF A Y-FENCE CORNER, AND 0.3 M
 OQ1128'(1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OQ1128'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OQ1128'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1128
 OQ1128                          STATION RECOVERY (2012)
 OQ1128
 OQ1128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ1128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0977 ***********************************************************************
 OR0977  DESIGNATION -  W 453
 OR0977  PID         -  OR0977
 OR0977  STATE/COUNTY-  SD/DAVISON
 OR0977  COUNTRY     -  US
 OR0977  USGS QUAD   -  BETTS (2017)
 OR0977
 OR0977                         *CURRENT SURVEY CONTROL
 OR0977  ______________________________________________________________________
 OR0977* NAD 83(1986) POSITION- 43 41 42.     (N) 098 09 49.     (W)   SCALED
 OR0977* NAVD 88 ORTHO HEIGHT -   418.439 (meters)     1372.83  (feet) ADJUSTED
 OR0977  ______________________________________________________________________
 OR0977  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 OR0977  DYNAMIC HEIGHT  -        418.333 (meters)     1372.48  (feet) COMP
 OR0977  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 OR0977
 OR0977  VERT ORDER      -  FIRST     CLASS II
 OR0977
 OR0977.The horizontal coordinates were scaled from a map and have
 OR0977.an estimated accuracy of +/- 6 seconds.
 OR0977
 OR0977.The orthometric height was determined by differential leveling and
 OR0977.adjusted by the NATIONAL GEODETIC SURVEY
 OR0977.in September 1993.
 OR0977
 OR0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0977.GEOID18 height accuracy estimate available here.
 OR0977
 OR0977.Click photographs - Photos may exist for this station.
 OR0977
 OR0977.The dynamic height is computed by dividing the NAVD 88
 OR0977.geopotential number by the normal gravity value computed on the
 OR0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0977.degrees latitude (g = 980.6199 gals.).
 OR0977
 OR0977.The modeled gravity was interpolated from observed gravity values.
 OR0977
 OR0977;                    North         East    Units  Estimated Accuracy
 OR0977;SPC SD S     -   153,550.      774,880.      MT  (+/- 180 meters Scaled)
 OR0977
 OR0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP673383(NAD 83)
 OR0977
 OR0977                          SUPERSEDED SURVEY CONTROL
 OR0977
 OR0977.No superseded survey control is available for this station.
 OR0977
 OR0977_MARKER: I = METAL ROD
 OR0977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0977_STAMPING: W 453 1991
 OR0977_MARK LOGO: NGS
 OR0977_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0977_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0977+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OR0977_ROD/PIPE-DEPTH: 6.0 meters
 OR0977_SLEEVE-DEPTH  : 0.9 meters
 OR0977
 OR0977  HISTORY     - Date     Condition        Report By
 OR0977  HISTORY     - 1991     MONUMENTED       NGS
 OR0977  HISTORY     - 20120201 GOOD             INDIV
 OR0977
 OR0977                          STATION DESCRIPTION
 OR0977
 OR0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0977'12.2 KM (7.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0977'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 0.9 KM (0.6 MI)
 OR0977'EAST OF MILEPOST 324, 33.7 M (110.6 FT) SOUTH OF THE CENTERLINE OF
 OR0977'THE EASTBOUND LANES OF THE HIGHWAY, 13.0 M (42.7 FT) EAST OF A
 OR0977'UTILITY POLE, 9.9 M (32.5 FT) WEST OF A BRACED FENCE POST, 1.3 M (4.3
 OR0977'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.3 M (4.3 FT) NORTH OF A
 OR0977'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR0977'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OR0977'FOR A CLASS A MARK.
 OR0977
 OR0977                          STATION RECOVERY (2012)
 OR0977
 OR0977'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0838 ***********************************************************************
 OS0838  DESIGNATION -  W 454
 OS0838  PID         -  OS0838
 OS0838  STATE/COUNTY-  SD/JONES
 OS0838  COUNTRY     -  US
 OS0838  USGS QUAD   -  DRAPER (2017)
 OS0838
 OS0838                         *CURRENT SURVEY CONTROL
 OS0838  ______________________________________________________________________
 OS0838* NAD 83(1986) POSITION- 43 54 30.     (N) 100 30 15.     (W)   SCALED
 OS0838* NAVD 88 ORTHO HEIGHT -   671.900 (meters)     2204.39  (feet) ADJUSTED
 OS0838  ______________________________________________________________________
 OS0838  GEOID HEIGHT    -        -24.378 (meters)                     GEOID18
 OS0838  DYNAMIC HEIGHT  -        671.690 (meters)     2203.70  (feet) COMP
 OS0838  MODELED GRAVITY -    980,286.1   (mgal)                       NAVD 88
 OS0838
 OS0838  VERT ORDER      -  FIRST     CLASS II
 OS0838
 OS0838.The horizontal coordinates were scaled from a map and have
 OS0838.an estimated accuracy of +/- 6 seconds.
 OS0838
 OS0838.The orthometric height was determined by differential leveling and
 OS0838.adjusted by the NATIONAL GEODETIC SURVEY
 OS0838.in September 1993.
 OS0838
 OS0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0838.GEOID18 height accuracy estimate available here.
 OS0838
 OS0838.Click photographs - Photos may exist for this station.
 OS0838
 OS0838.The dynamic height is computed by dividing the NAVD 88
 OS0838.geopotential number by the normal gravity value computed on the
 OS0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0838.degrees latitude (g = 980.6199 gals.).
 OS0838
 OS0838.The modeled gravity was interpolated from observed gravity values.
 OS0838
 OS0838;                    North         East    Units  Estimated Accuracy
 OS0838;SPC SD S     -   174,990.      586,280.      MT  (+/- 180 meters Scaled)
 OS0838
 OS0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP792627(NAD 83)
 OS0838
 OS0838                          SUPERSEDED SURVEY CONTROL
 OS0838
 OS0838.No superseded survey control is available for this station.
 OS0838
 OS0838_MARKER: I = METAL ROD
 OS0838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0838_STAMPING: W 454 1991
 OS0838_MARK LOGO: NGS
 OS0838_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0838_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0838+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0838_ROD/PIPE-DEPTH: 5.8 meters
 OS0838_SLEEVE-DEPTH  : 0.9 meters
 OS0838
 OS0838  HISTORY     - Date     Condition        Report By
 OS0838  HISTORY     - 1991     MONUMENTED       NGS
 OS0838  HISTORY     - 20130114 GOOD             INDIV
 OS0838
 OS0838                          STATION DESCRIPTION
 OS0838
 OS0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0838'17.0 KM (10.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0838'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 0.4 KM (0.2
 OS0838'MI) EAST OF MILEPOST 203, 41.7 M (136.8 FT) SOUTH OF AND LEVEL WITH
 OS0838'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 10.9 M (35.8
 OS0838'FT) NORTH OF THE CENTER OF A DIRT ROAD, 7.1 M (23.3 FT) WEST OF A
 OS0838'BRACED FENCE POST, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 OS0838'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0838'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0838
 OS0838                          STATION RECOVERY (2013)
 OS0838
 OS0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1039 ***********************************************************************
 OR1039  DESIGNATION -  W 455
 OR1039  PID         -  OR1039
 OR1039  STATE/COUNTY-  SD/BRULE
 OR1039  COUNTRY     -  US
 OR1039  USGS QUAD   -  CHAMBERLAIN (2017)
 OR1039
 OR1039                         *CURRENT SURVEY CONTROL
 OR1039  ______________________________________________________________________
 OR1039* NAD 83(1986) POSITION- 43 48 45.     (N) 099 20 28.     (W)   SCALED
 OR1039* NAVD 88 ORTHO HEIGHT -   419.057 (meters)     1374.86  (feet) ADJUSTED
 OR1039  ______________________________________________________________________
 OR1039  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 OR1039  DYNAMIC HEIGHT  -        418.948 (meters)     1374.50  (feet) COMP
 OR1039  MODELED GRAVITY -    980,345.6   (mgal)                       NAVD 88
 OR1039
 OR1039  VERT ORDER      -  FIRST     CLASS II
 OR1039
 OR1039.The horizontal coordinates were scaled from a map and have
 OR1039.an estimated accuracy of +/- 6 seconds.
 OR1039
 OR1039.The orthometric height was determined by differential leveling and
 OR1039.adjusted by the NATIONAL GEODETIC SURVEY
 OR1039.in September 1993.
 OR1039
 OR1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1039.GEOID18 height accuracy estimate available here.
 OR1039
 OR1039.Click photographs - Photos may exist for this station.
 OR1039
 OR1039.The dynamic height is computed by dividing the NAVD 88
 OR1039.geopotential number by the normal gravity value computed on the
 OR1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1039.degrees latitude (g = 980.6199 gals.).
 OR1039
 OR1039.The modeled gravity was interpolated from observed gravity values.
 OR1039
 OR1039;                    North         East    Units  Estimated Accuracy
 OR1039;SPC SD S     -   164,800.      679,820.      MT  (+/- 180 meters Scaled)
 OR1039
 OR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP725511(NAD 83)
 OR1039
 OR1039                          SUPERSEDED SURVEY CONTROL
 OR1039
 OR1039.No superseded survey control is available for this station.
 OR1039
 OR1039_MARKER: DV = VERTICAL CONTROL DISK
 OR1039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OR1039_SP_SET: ABUTMENT
 OR1039_STAMPING: W 455 1991
 OR1039_MARK LOGO: NGS
 OR1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR1039+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 OR1039
 OR1039  HISTORY     - Date     Condition        Report By
 OR1039  HISTORY     - 1991     MONUMENTED       NGS
 OR1039  HISTORY     - 20120307 GOOD             INDIV
 OR1039
 OR1039                          STATION DESCRIPTION
 OR1039
 OR1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR1039'IN CHAMBERLAIN, AT THE JUNCTION OF U.S. HIGHWAY 16 AND THE MISSOURI
 OR1039'RIVER, IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST OF THE SOUTHWEST END OF
 OR1039'THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 OR1039'MISSOURI RIVER, 7.2 M (23.6 FT) SOUTHWEST OF THE CENTER OF THE
 OR1039'EASTBOUND LANE OF THE HIGHWAY, AND 1.7 M (5.6 FT) BELOW THE LEVEL OF
 OR1039'THE HIGHWAY.
 OR1039
 OR1039                          STATION RECOVERY (2012)
 OR1039
 OR1039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR1039'POINT IS ON THE SE ABUTMENT OF THE CHAMBERLAIN TRUSS BRIDGE. ABUTMENTS
 OR1039'WERE TORE OUT AND REPLACED IN 10-11 CONSTRUCTION YEAR. THIS IS A NEW
 OR1039'POINT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4106 ***********************************************************************
 AE4106  DESIGNATION -  W 456
 AE4106  PID         -  AE4106
 AE4106  STATE/COUNTY-  SD/POTTER
 AE4106  COUNTRY     -  US
 AE4106  USGS QUAD   -  GETTYSBURG (2017)
 AE4106
 AE4106                         *CURRENT SURVEY CONTROL
 AE4106  ______________________________________________________________________
 AE4106* NAD 83(1986) POSITION- 45 01 41.42   (N) 099 55 10.05   (W)   HD_HELD1
 AE4106* NAVD 88 ORTHO HEIGHT -   635.306 (meters)     2084.33  (feet) ADJUSTED
 AE4106  ______________________________________________________________________
 AE4106  GEOID HEIGHT    -        -22.533 (meters)                     GEOID18
 AE4106  DYNAMIC HEIGHT  -        635.212 (meters)     2084.02  (feet) COMP
 AE4106  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 AE4106
 AE4106  VERT ORDER      -  FIRST     CLASS II
 AE4106
 AE4106.The horizontal coordinates were determined by differentially corrected
 AE4106.hand held GPS observations or other comparable positioning techniques
 AE4106.and have an estimated accuracy of +/- 3 meters.
 AE4106
 AE4106.The orthometric height was determined by differential leveling and
 AE4106.adjusted by the NATIONAL GEODETIC SURVEY
 AE4106.in July 1998.
 AE4106
 AE4106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4106.GEOID18 height accuracy estimate available here.
 AE4106
 AE4106.Click photographs - Photos may exist for this station.
 AE4106
 AE4106.The dynamic height is computed by dividing the NAVD 88
 AE4106.geopotential number by the normal gravity value computed on the
 AE4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4106.degrees latitude (g = 980.6199 gals.).
 AE4106
 AE4106.The modeled gravity was interpolated from observed gravity values.
 AE4106
 AE4106;                    North         East    Units  Estimated Accuracy
 AE4106;SPC SD N     -   132,776.5     606,347.0     MT  (+/- 3 meters HH1 GPS) 
 AE4106
 AE4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ2756886491(NAD 83)
 AE4106
 AE4106                          SUPERSEDED SURVEY CONTROL
 AE4106
 AE4106.No superseded survey control is available for this station.
 AE4106
 AE4106_MARKER: I = METAL ROD
 AE4106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4106_STAMPING: W 456 1996
 AE4106_MARK LOGO: NGS
 AE4106_PROJECTION: FLUSH
 AE4106_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4106+STABILITY: POSITION/ELEVATION WELL
 AE4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4106+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4106_ROD/PIPE-DEPTH: 14.4 meters
 AE4106_SLEEVE-DEPTH  : 12.0 meters
 AE4106
 AE4106  HISTORY     - Date     Condition        Report By
 AE4106  HISTORY     - 1996     MONUMENTED       NGS
 AE4106  HISTORY     - 20110719 GOOD             WOOLPT
 AE4106  HISTORY     - 20120613 GOOD             INDIV
 AE4106
 AE4106                          STATION DESCRIPTION
 AE4106
 AE4106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4106'3.4 KM (2.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4106'EXENE STREET IN GETTYSBURG, 924.0 M (3031.5 FT) EAST OF MILEPOST 227,
 AE4106'28.1 M (92.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 19.5 M (64.0 FT)
 AE4106'NORTH OF THE CENTER OF A GRAVELED ROAD, 17.1 M (56.1 FT) EAST OF THE
 AE4106'CENTER OF A GRAVELED ROAD, 6.1 M (20.0 FT) SOUTH OF THE MOST SOUTHERLY
 AE4106'OF 3 UTILITY POLE GUY CABLE ANCHORS, 5.7 M (18.7 FT) NORTH OF A
 AE4106'UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M
 AE4106'(2.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE4106'THROUGH A 5-INCH LOGO CAP.
 AE4106
 AE4106                          STATION RECOVERY (2011)
 AE4106
 AE4106'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011
 AE4106'RECOVERED IN GOOD CONDITION.
 AE4106
 AE4106                          STATION RECOVERY (2012)
 AE4106
 AE4106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0865 ***********************************************************************
 OS0865  DESIGNATION -  W 457
 OS0865  PID         -  OS0865
 OS0865  STATE/COUNTY-  SD/JACKSON
 OS0865  COUNTRY     -  US
 OS0865  USGS QUAD   -  BELVIDERE (2017)
 OS0865
 OS0865                         *CURRENT SURVEY CONTROL
 OS0865  ______________________________________________________________________
 OS0865* NAD 83(1986) POSITION- 43 50 36.     (N) 101 19 29.     (W)   SCALED
 OS0865* NAVD 88 ORTHO HEIGHT -   721.656 (meters)     2367.63  (feet) ADJUSTED
 OS0865  ______________________________________________________________________
 OS0865  GEOID HEIGHT    -        -22.322 (meters)                     GEOID18
 OS0865  DYNAMIC HEIGHT  -        721.419 (meters)     2366.86  (feet) COMP
 OS0865  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 OS0865
 OS0865  VERT ORDER      -  FIRST     CLASS II
 OS0865
 OS0865.The horizontal coordinates were scaled from a map and have
 OS0865.an estimated accuracy of +/- 6 seconds.
 OS0865
 OS0865.The orthometric height was determined by differential leveling and
 OS0865.adjusted by the NATIONAL GEODETIC SURVEY
 OS0865.in September 1993.
 OS0865
 OS0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0865.GEOID18 height accuracy estimate available here.
 OS0865
 OS0865.Click photographs - Photos may exist for this station.
 OS0865
 OS0865.The dynamic height is computed by dividing the NAVD 88
 OS0865.geopotential number by the normal gravity value computed on the
 OS0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0865.degrees latitude (g = 980.6199 gals.).
 OS0865
 OS0865.The modeled gravity was interpolated from observed gravity values.
 OS0865
 OS0865;                    North         East    Units  Estimated Accuracy
 OS0865;SPC SD S     -   168,230.      520,280.      MT  (+/- 180 meters Scaled)
 OS0865
 OS0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP131570(NAD 83)
 OS0865
 OS0865                          SUPERSEDED SURVEY CONTROL
 OS0865
 OS0865.No superseded survey control is available for this station.
 OS0865
 OS0865_MARKER: I = METAL ROD
 OS0865_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0865_STAMPING: W 457 1991
 OS0865_MARK LOGO: NGS
 OS0865_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0865_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0865+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0865_ROD/PIPE-DEPTH: 4.5 meters
 OS0865_SLEEVE-DEPTH  : 0.9 meters
 OS0865
 OS0865  HISTORY     - Date     Condition        Report By
 OS0865  HISTORY     - 1991     MONUMENTED       NGS
 OS0865  HISTORY     - 20130118 GOOD             INDIV
 OS0865
 OS0865                          STATION DESCRIPTION
 OS0865
 OS0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0865'16.4 KM (10.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0865'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.5 KM (0.30
 OS0865'MI) EAST OF MILEPOST 160, 31.4 M (103.0 FT) SOUTH OF THE CENTERLINE
 OS0865'OF THE EASTBOUND LANES OF THE HIGHWAY, 12.6 M (41.3 FT) EAST OF A
 OS0865'BRACED FENCE POST, 2.4 M (7.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0865'0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0865'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0865'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0865
 OS0865                          STATION RECOVERY (2013)
 OS0865
 OS0865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0938 ***********************************************************************
 OS0938  DESIGNATION -  W 458
 OS0938  PID         -  OS0938
 OS0938  STATE/COUNTY-  SD/TODD
 OS0938  COUNTRY     -  US
 OS0938  USGS QUAD   -  OLSONVILLE (2017)
 OS0938
 OS0938                         *CURRENT SURVEY CONTROL
 OS0938  ______________________________________________________________________
 OS0938* NAD 83(1986) POSITION- 43 08 36.84   (N) 100 36 34.07   (W)   HD_HELD1
 OS0938* NAVD 88 ORTHO HEIGHT -   848.433 (meters)     2783.57  (feet) ADJUSTED
 OS0938  ______________________________________________________________________
 OS0938  GEOID HEIGHT    -        -22.685 (meters)                     GEOID18
 OS0938  DYNAMIC HEIGHT  -        848.087 (meters)     2782.43  (feet) COMP
 OS0938  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 OS0938
 OS0938  VERT ORDER      -  FIRST     CLASS II
 OS0938
 OS0938.The horizontal coordinates were determined by differentially corrected
 OS0938.hand held GPS observations or other comparable positioning techniques
 OS0938.and have an estimated accuracy of +/- 3 meters.
 OS0938
 OS0938.The orthometric height was determined by differential leveling and
 OS0938.adjusted by the NATIONAL GEODETIC SURVEY
 OS0938.in June 1994.
 OS0938
 OS0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0938.GEOID18 height accuracy estimate available here.
 OS0938
 OS0938.Click photographs - Photos may exist for this station.
 OS0938
 OS0938.The dynamic height is computed by dividing the NAVD 88
 OS0938.geopotential number by the normal gravity value computed on the
 OS0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0938.degrees latitude (g = 980.6199 gals.).
 OS0938
 OS0938.The modeled gravity was interpolated from observed gravity values.
 OS0938
 OS0938;                    North         East    Units  Estimated Accuracy
 OS0938;SPC SD S     -    90,047.1     577,537.9     MT  (+/- 3 meters HH1 GPS) 
 OS0938
 OS0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6911978015(NAD 83)
 OS0938
 OS0938                          SUPERSEDED SURVEY CONTROL
 OS0938
 OS0938.No superseded survey control is available for this station.
 OS0938
 OS0938_MARKER: I = METAL ROD
 OS0938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0938_STAMPING: W 458 1992
 OS0938_MARK LOGO: NGS
 OS0938_PROJECTION: FLUSH
 OS0938_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0938+STABILITY: POSITION/ELEVATION WELL
 OS0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0938+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 OS0938_ROD/PIPE-DEPTH: 11.9 meters
 OS0938_SLEEVE-DEPTH  : 9.1 meters
 OS0938
 OS0938  HISTORY     - Date     Condition        Report By
 OS0938  HISTORY     - 1992     MONUMENTED       NGS
 OS0938  HISTORY     - 20100323 GOOD             HKM
 OS0938
 OS0938                          STATION DESCRIPTION
 OS0938
 OS0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0938'19.8 KM (12.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0938'OF U.S. HIGHWAY 18 IN MISSION, 29.3 M (96.1 FT) EAST OF THE
 OS0938'CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF A
 OS0938'DIRT ROAD, 7.4 M (24.3 FT) EAST OF A FENCE CORNER, 2.8 M (9.2 FT)
 OS0938'EAST OF THE EAST LEG OF A SIGN (HOWARD LAMOUREAUX RANCH), 0.7 M (2.3
 OS0938'FT) NORTH OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) BELOW THE
 OS0938'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OS0938'5-INCH LOGO CAP.
 OS0938
 OS0938                          STATION RECOVERY (2010)
 OS0938
 OS0938'RECOVERY NOTE BY HKM ASSOCIATES 2010 (SB)
 OS0938'THE SIGN CALLS FOR THE LAMOUREAUX RANCH IS NOW CALLED RULES RANCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8796 ***********************************************************************
 AB8796  DESIGNATION -  W 459
 AB8796  PID         -  AB8796
 AB8796  STATE/COUNTY-  SD/BROOKINGS
 AB8796  COUNTRY     -  US
 AB8796  USGS QUAD   -  LAKE BENTON SW (2019)
 AB8796
 AB8796                         *CURRENT SURVEY CONTROL
 AB8796  ______________________________________________________________________
 AB8796* NAD 83(1986) POSITION- 44 16 56.46   (N) 096 29 18.45   (W)   HD_HELD1
 AB8796* NAVD 88 ORTHO HEIGHT -   528.399 (meters)     1733.59  (feet) ADJUSTED
 AB8796  ______________________________________________________________________
 AB8796  GEOID HEIGHT    -        -25.706 (meters)                     GEOID18
 AB8796  DYNAMIC HEIGHT  -        528.293 (meters)     1733.24  (feet) COMP
 AB8796  MODELED GRAVITY -    980,400.2   (mgal)                       NAVD 88
 AB8796
 AB8796  VERT ORDER      -  FIRST     CLASS II
 AB8796
 AB8796.The horizontal coordinates were determined by differentially corrected
 AB8796.hand held GPS observations or other comparable positioning techniques
 AB8796.and have an estimated accuracy of +/- 3 meters.
 AB8796
 AB8796.The orthometric height was determined by differential leveling and
 AB8796.adjusted by the NATIONAL GEODETIC SURVEY
 AB8796.in October 1997.
 AB8796
 AB8796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8796.GEOID18 height accuracy estimate available here.
 AB8796
 AB8796.Click photographs - Photos may exist for this station.
 AB8796
 AB8796.The dynamic height is computed by dividing the NAVD 88
 AB8796.geopotential number by the normal gravity value computed on the
 AB8796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8796.degrees latitude (g = 980.6199 gals.).
 AB8796
 AB8796.The modeled gravity was interpolated from observed gravity values.
 AB8796
 AB8796;                    North         East    Units  Estimated Accuracy
 AB8796;SPC SD N     -    55,974.8     880,228.4     MT  (+/- 3 meters HH1 GPS) 
 AB8796
 AB8796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0040406301(NAD 83)
 AB8796
 AB8796                          SUPERSEDED SURVEY CONTROL
 AB8796
 AB8796.No superseded survey control is available for this station.
 AB8796
 AB8796_MARKER: F = FLANGE-ENCASED ROD
 AB8796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8796_STAMPING: W 459 1994
 AB8796_MARK LOGO: NGS
 AB8796_PROJECTION: FLUSH
 AB8796_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AB8796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8796+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 AB8796_ROD/PIPE-DEPTH: 5.2 meters
 AB8796_SLEEVE-DEPTH  : 0.9 meters
 AB8796
 AB8796  HISTORY     - Date     Condition        Report By
 AB8796  HISTORY     - 19940401 MONUMENTED       NGS
 AB8796  HISTORY     - 20150623 GOOD             MNDT
 AB8796
 AB8796                          STATION DESCRIPTION
 AB8796
 AB8796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8796'24.7 KM (15.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8796'INTERSTATE HIGHWAY 29 IN BROOKINGS, 790.0 M (2591.9 FT) EAST OF
 AB8796'MILEPOST 437, 141.0 M (462.6 FT) WEST OF THE HIGHWAY CENTERLINE, 9.9 M
 AB8796'(32.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 4.8 M (15.7 FT) EAST
 AB8796'OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 AB8796'THE ROAD, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 AB8796'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8796'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8796
 AB8796                          STATION RECOVERY (2015)
 AB8796
 AB8796'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 AB8796'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) SOUTHEAST OF WHITE, 9.8
 AB8796'MI (15.8 KM) EAST OF AURORA AND 3.2 MI (5.1 KM) NORTH OF ELKTON.
 AB8796'
 AB8796'TO REACH THE MARK GO 15.35 MI (24.70 KM) EASTERLY ALONG U.S. HIGHWAY
 AB8796'14 FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 IN BROOKINGS TO TRUNK
 AB8796'HIGHWAY 14 MILE POINT 437.25.
 AB8796'
 AB8796'THE MARK IS LOCATED 462.6 FT (141.0 M) WEST OF TRUNK HIGHWAY 14, 32.5
 AB8796'FT (9.9 M) SOUTH OF 214TH STREET, 15.7 FT (4.8 M) EAST OF THE CENTER
 AB8796'OF A FIELD ENTRANCE, 10.0 FT (3.0 M) NORTH OF A FENCE CORNER, 1.6 FT
 AB8796'(0.5 M) BELOW THE LEVEL OF THE ROAD, 1.3 FT (0.4 M) NORTH OF A WITNESS
 AB8796'POST AND FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8830 ***********************************************************************
 AB8830  DESIGNATION -  W 460
 AB8830  PID         -  AB8830
 AB8830  STATE/COUNTY-  SD/BROOKINGS
 AB8830  COUNTRY     -  US
 AB8830  USGS QUAD   -  LAKE SINAI (2017)
 AB8830
 AB8830                         *CURRENT SURVEY CONTROL
 AB8830  ______________________________________________________________________
 AB8830* NAD 83(1986) POSITION- 44 19 35.     (N) 097 04 59.     (W)   SCALED
 AB8830* NAVD 88 ORTHO HEIGHT -   542.130 (meters)     1778.64  (feet) ADJUSTED
 AB8830  ______________________________________________________________________
 AB8830  GEOID HEIGHT    -        -25.177 (meters)                     GEOID18
 AB8830  DYNAMIC HEIGHT  -        542.025 (meters)     1778.29  (feet) COMP
 AB8830  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 AB8830
 AB8830  VERT ORDER      -  FIRST     CLASS II
 AB8830
 AB8830.The horizontal coordinates were scaled from a map and have
 AB8830.an estimated accuracy of +/- 6 seconds.
 AB8830
 AB8830.The orthometric height was determined by differential leveling and
 AB8830.adjusted by the NATIONAL GEODETIC SURVEY
 AB8830.in October 1997.
 AB8830
 AB8830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8830.GEOID18 height accuracy estimate available here.
 AB8830
 AB8830.Click photographs - Photos may exist for this station.
 AB8830
 AB8830.The dynamic height is computed by dividing the NAVD 88
 AB8830.geopotential number by the normal gravity value computed on the
 AB8830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8830.degrees latitude (g = 980.6199 gals.).
 AB8830
 AB8830.The modeled gravity was interpolated from observed gravity values.
 AB8830
 AB8830;                    North         East    Units  Estimated Accuracy
 AB8830;SPC SD N     -    58,980.      832,630.      MT  (+/- 180 meters Scaled)
 AB8830
 AB8830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ528099(NAD 83)
 AB8830
 AB8830                          SUPERSEDED SURVEY CONTROL
 AB8830
 AB8830.No superseded survey control is available for this station.
 AB8830
 AB8830_MARKER: I = METAL ROD
 AB8830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8830_STAMPING: W 460 1994
 AB8830_MARK LOGO: NGS
 AB8830_PROJECTION: FLUSH
 AB8830_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8830+STABILITY: POSITION/ELEVATION WELL
 AB8830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8830+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8830_ROD/PIPE-DEPTH: 10.8 meters
 AB8830_SLEEVE-DEPTH  : 9.8 meters
 AB8830
 AB8830  HISTORY     - Date     Condition        Report By
 AB8830  HISTORY     - 1994     MONUMENTED       NGS
 AB8830
 AB8830                          STATION DESCRIPTION
 AB8830
 AB8830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8830'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8830'IN ARLINGTON, THENCE 7.9 KM (4.90 MI) EASTERLY ALONG U.S. HIGHWAY 14,
 AB8830'546.0 M (1791.3 FT) EAST OF MILEPOST 405, 56.1 M (184.1 FT) NORTH OF
 AB8830'THE HIGHWAY CENTERLINE, 21.1 M (69.2 FT) WEST OF THE CENTER OF A FIELD
 AB8830'ENTRANCE, 4.0 M (13.1 FT) SOUTHWEST OF A T-FENCE CORNER, 2.9 M (9.5
 AB8830'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTH OF A
 AB8830'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8830'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8899 ***********************************************************************
 AB8899  DESIGNATION -  W 461
 AB8899  PID         -  AB8899
 AB8899  STATE/COUNTY-  SD/BEADLE
 AB8899  COUNTRY     -  US
 AB8899  USGS QUAD   -  HURON (2017)
 AB8899
 AB8899                         *CURRENT SURVEY CONTROL
 AB8899  ______________________________________________________________________
 AB8899* NAD 83(1986) POSITION- 44 22 16.     (N) 098 10 30.     (W)   SCALED
 AB8899* NAVD 88 ORTHO HEIGHT -   393.260 (meters)     1290.22  (feet) ADJUSTED
 AB8899  ______________________________________________________________________
 AB8899  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 AB8899  DYNAMIC HEIGHT  -        393.195 (meters)     1290.01  (feet) COMP
 AB8899  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 AB8899
 AB8899  VERT ORDER      -  FIRST     CLASS II
 AB8899
 AB8899.The horizontal coordinates were scaled from a map and have
 AB8899.an estimated accuracy of +/- 6 seconds.
 AB8899
 AB8899.The orthometric height was determined by differential leveling and
 AB8899.adjusted by the NATIONAL GEODETIC SURVEY
 AB8899.in October 1997.
 AB8899
 AB8899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8899.GEOID18 height accuracy estimate available here.
 AB8899
 AB8899.Click photographs - Photos may exist for this station.
 AB8899
 AB8899.The dynamic height is computed by dividing the NAVD 88
 AB8899.geopotential number by the normal gravity value computed on the
 AB8899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8899.degrees latitude (g = 980.6199 gals.).
 AB8899
 AB8899.The modeled gravity was interpolated from observed gravity values.
 AB8899
 AB8899;                    North         East    Units  Estimated Accuracy
 AB8899;SPC SD N     -    61,400.      745,450.      MT  (+/- 180 meters Scaled)
 AB8899
 AB8899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ657134(NAD 83)
 AB8899
 AB8899                          SUPERSEDED SURVEY CONTROL
 AB8899
 AB8899.No superseded survey control is available for this station.
 AB8899
 AB8899_MARKER: I = METAL ROD
 AB8899_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8899_STAMPING: W 461 1994
 AB8899_MARK LOGO: NGS
 AB8899_PROJECTION: FLUSH
 AB8899_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8899+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8899_ROD/PIPE-DEPTH: 4.9 meters
 AB8899_SLEEVE-DEPTH  : 0.9 meters
 AB8899
 AB8899  HISTORY     - Date     Condition        Report By
 AB8899  HISTORY     - 1994     MONUMENTED       NGS
 AB8899
 AB8899                          STATION DESCRIPTION
 AB8899
 AB8899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8899'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8899'STATE HIGHWAY 37 IN HURON, 566.0 M (1857.0 FT) WEST OF MILEPOST 348,
 AB8899'43.6 M (143.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AB8899'THE HIGHWAY, 19.8 M (65.0 FT) NORTH OF THE CENTERLINE OF A SERVICE
 AB8899'ROAD, 12.1 M (39.7 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 2.5 M
 AB8899'(8.2 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AB8899'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE GRAVELED
 AB8899'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8899'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8938 ***********************************************************************
 AB8938  DESIGNATION -  W 462
 AB8938  PID         -  AB8938
 AB8938  STATE/COUNTY-  SD/HAND
 AB8938  COUNTRY     -  US
 AB8938  USGS QUAD   -  WESSINGTON (2017)
 AB8938
 AB8938                         *CURRENT SURVEY CONTROL
 AB8938  ______________________________________________________________________
 AB8938* NAD 83(1986) POSITION- 44 27 26.     (N) 098 42 06.     (W)   SCALED
 AB8938* NAVD 88 ORTHO HEIGHT -   428.867 (meters)     1407.04  (feet) ADJUSTED
 AB8938  ______________________________________________________________________
 AB8938  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 AB8938  DYNAMIC HEIGHT  -        428.785 (meters)     1406.77  (feet) COMP
 AB8938  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 AB8938
 AB8938  VERT ORDER      -  FIRST     CLASS II
 AB8938
 AB8938.The horizontal coordinates were scaled from a map and have
 AB8938.an estimated accuracy of +/- 6 seconds.
 AB8938
 AB8938.The orthometric height was determined by differential leveling and
 AB8938.adjusted by the NATIONAL GEODETIC SURVEY
 AB8938.in October 1997.
 AB8938
 AB8938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8938.GEOID18 height accuracy estimate available here.
 AB8938
 AB8938.Click photographs - Photos may exist for this station.
 AB8938
 AB8938.The dynamic height is computed by dividing the NAVD 88
 AB8938.geopotential number by the normal gravity value computed on the
 AB8938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8938.degrees latitude (g = 980.6199 gals.).
 AB8938
 AB8938.The modeled gravity was interpolated from observed gravity values.
 AB8938
 AB8938;                    North         East    Units  Estimated Accuracy
 AB8938;SPC SD N     -    70,160.      703,330.      MT  (+/- 180 meters Scaled)
 AB8938
 AB8938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ237227(NAD 83)
 AB8938
 AB8938                          SUPERSEDED SURVEY CONTROL
 AB8938
 AB8938.No superseded survey control is available for this station.
 AB8938
 AB8938_MARKER: I = METAL ROD
 AB8938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8938_STAMPING: W 462 1994
 AB8938_MARK LOGO: NGS
 AB8938_PROJECTION: FLUSH
 AB8938_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8938+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8938_ROD/PIPE-DEPTH: 6.8 meters
 AB8938_SLEEVE-DEPTH  : 0.9 meters
 AB8938
 AB8938  HISTORY     - Date     Condition        Report By
 AB8938  HISTORY     - 1994     MONUMENTED       NGS
 AB8938
 AB8938                          STATION DESCRIPTION
 AB8938
 AB8938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8938'24.5 KM (15.20 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8938'IN MILLER, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A PAVED STREET, IN
 AB8938'THE COMMUNITY OF WESSINGTON, 31.2 M (102.4 FT) NORTHEAST OF THE NEAR
 AB8938'RAIL OF DAKOTA, MINNESOTA AND EASTERN RAILROAD, 11.6 M (38.1 FT) WEST
 AB8938'OF THE STREET CENTERLINE, 1.3 M (4.3 FT) SOUTH OF A WITNESS POST, 1.1
 AB8938'M (3.6 FT) BELOW THE LEVEL OF THE STREET, AND 0.8 M (2.6 FT) SOUTHEAST
 AB8938'OF THE SOUTHEAST CORNER OF A FENCE ENCLOSING A SUB-STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8997 ***********************************************************************
 AB8997  DESIGNATION -  W 463
 AB8997  PID         -  AB8997
 AB8997  STATE/COUNTY-  SD/HYDE
 AB8997  COUNTRY     -  US
 AB8997  USGS QUAD   -  HOLABIRD (2017)
 AB8997
 AB8997                         *CURRENT SURVEY CONTROL
 AB8997  ______________________________________________________________________
 AB8997* NAD 83(1986) POSITION- 44 31 39.     (N) 099 33 44.     (W)   SCALED
 AB8997* NAVD 88 ORTHO HEIGHT -   552.839 (meters)     1813.77  (feet) ADJUSTED
 AB8997  ______________________________________________________________________
 AB8997  GEOID HEIGHT    -        -23.723 (meters)                     GEOID18
 AB8997  DYNAMIC HEIGHT  -        552.728 (meters)     1813.41  (feet) COMP
 AB8997  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 AB8997
 AB8997  VERT ORDER      -  FIRST     CLASS II
 AB8997
 AB8997.The horizontal coordinates were scaled from a map and have
 AB8997.an estimated accuracy of +/- 6 seconds.
 AB8997
 AB8997.The orthometric height was determined by differential leveling and
 AB8997.adjusted by the NATIONAL GEODETIC SURVEY
 AB8997.in October 1997.
 AB8997
 AB8997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8997.GEOID18 height accuracy estimate available here.
 AB8997
 AB8997.Click photographs - Photos may exist for this station.
 AB8997
 AB8997.The dynamic height is computed by dividing the NAVD 88
 AB8997.geopotential number by the normal gravity value computed on the
 AB8997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8997.degrees latitude (g = 980.6199 gals.).
 AB8997
 AB8997.The modeled gravity was interpolated from observed gravity values.
 AB8997
 AB8997;                    North         East    Units  Estimated Accuracy
 AB8997;SPC SD N     -    77,230.      634,800.      MT  (+/- 180 meters Scaled)
 AB8997
 AB8997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ553306(NAD 83)
 AB8997
 AB8997                          SUPERSEDED SURVEY CONTROL
 AB8997
 AB8997.No superseded survey control is available for this station.
 AB8997
 AB8997_MARKER: I = METAL ROD
 AB8997_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8997_STAMPING: W 463 1994
 AB8997_MARK LOGO: NGS
 AB8997_PROJECTION: FLUSH
 AB8997_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8997+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8997_ROD/PIPE-DEPTH: 8.5 meters
 AB8997_SLEEVE-DEPTH  : 0.9 meters
 AB8997
 AB8997  HISTORY     - Date     Condition        Report By
 AB8997  HISTORY     - 1994     MONUMENTED       NGS
 AB8997
 AB8997                          STATION DESCRIPTION
 AB8997
 AB8997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8997'9.5 KM (5.90 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8997'STATE HIGHWAY 47 IN HIGHMORE, 131.0 M (429.8 FT) EAST OF MILEPOST 272,
 AB8997'53.5 M (175.5 FT) EAST OF THE CENTER OF A DRIVEWAY, 22.0 M (72.2 FT)
 AB8997'SOUTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) EAST OF A UTILITY
 AB8997'POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 AB8997'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB8997'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB8997'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9042 ***********************************************************************
 AB9042  DESIGNATION -  W 464
 AB9042  PID         -  AB9042
 AB9042  STATE/COUNTY-  SD/HUGHES
 AB9042  COUNTRY     -  US
 AB9042  USGS QUAD   -  PIERRE (2017)
 AB9042
 AB9042                         *CURRENT SURVEY CONTROL
 AB9042  ______________________________________________________________________
 AB9042* NAD 83(1986) POSITION- 44 22 12.     (N) 100 19 04.     (W)   SCALED
 AB9042* NAVD 88 ORTHO HEIGHT -   509.665 (meters)     1672.13  (feet) ADJUSTED
 AB9042  ______________________________________________________________________
 AB9042  GEOID HEIGHT    -        -23.450 (meters)                     GEOID18
 AB9042  DYNAMIC HEIGHT  -        509.562 (meters)     1671.79  (feet) COMP
 AB9042  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 AB9042
 AB9042  VERT ORDER      -  FIRST     CLASS II
 AB9042
 AB9042.The horizontal coordinates were scaled from a map and have
 AB9042.an estimated accuracy of +/- 6 seconds.
 AB9042
 AB9042.The orthometric height was determined by differential leveling and
 AB9042.adjusted by the NATIONAL GEODETIC SURVEY
 AB9042.in October 1997.
 AB9042
 AB9042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9042.GEOID18 height accuracy estimate available here.
 AB9042
 AB9042.Click photographs - Photos may exist for this station.
 AB9042
 AB9042.The dynamic height is computed by dividing the NAVD 88
 AB9042.geopotential number by the normal gravity value computed on the
 AB9042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9042.degrees latitude (g = 980.6199 gals.).
 AB9042
 AB9042.The modeled gravity was interpolated from observed gravity values.
 AB9042
 AB9042;                    North         East    Units  Estimated Accuracy
 AB9042;SPC SD S     -   226,270.      601,240.      MT  (+/- 180 meters Scaled)
 AB9042
 AB9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ950138(NAD 83)
 AB9042
 AB9042                          SUPERSEDED SURVEY CONTROL
 AB9042
 AB9042.No superseded survey control is available for this station.
 AB9042
 AB9042_MARKER: I = METAL ROD
 AB9042_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9042_STAMPING: W 464 1994
 AB9042_MARK LOGO: NGS
 AB9042_PROJECTION: FLUSH
 AB9042_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9042+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9042_ROD/PIPE-DEPTH: 7.3 meters
 AB9042_SLEEVE-DEPTH  : 0.9 meters
 AB9042
 AB9042  HISTORY     - Date     Condition        Report By
 AB9042  HISTORY     - 1994     MONUMENTED       NGS
 AB9042  HISTORY     - 20120308 GOOD             INDIV
 AB9042
 AB9042                          STATION DESCRIPTION
 AB9042
 AB9042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9042'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9042'IN PIERRE, THENCE 3.1 KM (1.90 MI) SOUTHERLY ALONG GARFIELD AVENUE
 AB9042'(U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE), 178.0 M (584.0 FT) SOUTH OF
 AB9042'MILEPOST 96, 19.1 M (62.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AB9042'LANES OF THE HIGHWAY, 11.0 M (36.1 FT) SOUTH OF THE CENTER OF A FIELD
 AB9042'ENTRANCE AND GATE, 4.2 M (13.8 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 AB9042'TRANSFORMER BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AB9042'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AB9042'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB9042'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB9042
 AB9042                          STATION RECOVERY (2012)
 AB9042
 AB9042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9051 ***********************************************************************
 AB9051  DESIGNATION -  W 465
 AB9051  PID         -  AB9051
 AB9051  STATE/COUNTY-  SD/STANLEY
 AB9051  COUNTRY     -  US
 AB9051  USGS QUAD   -  LACY (2017)
 AB9051
 AB9051                         *CURRENT SURVEY CONTROL
 AB9051  ______________________________________________________________________
 AB9051* NAD 83(1986) POSITION- 44 23 12.     (N) 100 43 39.     (W)   SCALED
 AB9051* NAVD 88 ORTHO HEIGHT -   581.381 (meters)     1907.41  (feet) ADJUSTED
 AB9051  ______________________________________________________________________
 AB9051  GEOID HEIGHT    -        -22.907 (meters)                     GEOID18
 AB9051  DYNAMIC HEIGHT  -        581.249 (meters)     1906.98  (feet) COMP
 AB9051  MODELED GRAVITY -    980,372.6   (mgal)                       NAVD 88
 AB9051
 AB9051  VERT ORDER      -  FIRST     CLASS II
 AB9051
 AB9051.The horizontal coordinates were scaled from a map and have
 AB9051.an estimated accuracy of +/- 6 seconds.
 AB9051
 AB9051.The orthometric height was determined by differential leveling and
 AB9051.adjusted by the NATIONAL GEODETIC SURVEY
 AB9051.in October 1997.
 AB9051
 AB9051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9051.GEOID18 height accuracy estimate available here.
 AB9051
 AB9051.Click photographs - Photos may exist for this station.
 AB9051
 AB9051.The dynamic height is computed by dividing the NAVD 88
 AB9051.geopotential number by the normal gravity value computed on the
 AB9051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9051.degrees latitude (g = 980.6199 gals.).
 AB9051
 AB9051.The modeled gravity was interpolated from observed gravity values.
 AB9051
 AB9051;                    North         East    Units  Estimated Accuracy
 AB9051;SPC SD S     -   228,190.      568,590.      MT  (+/- 180 meters Scaled)
 AB9051
 AB9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ624162(NAD 83)
 AB9051
 AB9051                          SUPERSEDED SURVEY CONTROL
 AB9051
 AB9051.No superseded survey control is available for this station.
 AB9051
 AB9051_MARKER: I = METAL ROD
 AB9051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9051_STAMPING: W 465 1995
 AB9051_MARK LOGO: NGS
 AB9051_PROJECTION: FLUSH
 AB9051_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9051+STABILITY: POSITION/ELEVATION WELL
 AB9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9051+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 AB9051_ROD/PIPE-DEPTH: 8.2 meters
 AB9051_SLEEVE-DEPTH  : 6.1 meters
 AB9051
 AB9051  HISTORY     - Date     Condition        Report By
 AB9051  HISTORY     - 1995     MONUMENTED       NGS
 AB9051  HISTORY     - 20120530 GOOD             INDIV
 AB9051
 AB9051                          STATION DESCRIPTION
 AB9051
 AB9051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9051'31.0 KM (19.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9051'IN PIERRE, 252.0 M (826.8 FT) WEST OF MILEPOST 210, 21.3 M (69.9 FT)
 AB9051'NORTH OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) SOUTH OF A WITNESS
 AB9051'POST AND FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9051'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9051
 AB9051                          STATION RECOVERY (2012)
 AB9051
 AB9051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8874 ***********************************************************************
 AD8874  DESIGNATION -  W 466
 AD8874  PID         -  AD8874
 AD8874  STATE/COUNTY-  SD/DEUEL
 AD8874  COUNTRY     -  US
 AD8874  USGS QUAD   -  GARY NW (2019)
 AD8874
 AD8874                         *CURRENT SURVEY CONTROL
 AD8874  ______________________________________________________________________
 AD8874* NAD 83(1986) POSITION- 44 55 54.     (N) 096 29 10.     (W)   SCALED
 AD8874* NAVD 88 ORTHO HEIGHT -   368.207 (meters)     1208.03  (feet) ADJUSTED
 AD8874  ______________________________________________________________________
 AD8874  GEOID HEIGHT    -        -25.725 (meters)                     GEOID18
 AD8874  DYNAMIC HEIGHT  -        368.168 (meters)     1207.90  (feet) COMP
 AD8874  MODELED GRAVITY -    980,500.7   (mgal)                       NAVD 88
 AD8874
 AD8874  VERT ORDER      -  FIRST     CLASS II
 AD8874
 AD8874.The horizontal coordinates were scaled from a map and have
 AD8874.an estimated accuracy of +/- 6 seconds.
 AD8874
 AD8874.The orthometric height was determined by differential leveling and
 AD8874.adjusted by the NATIONAL GEODETIC SURVEY
 AD8874.in July 1998.
 AD8874
 AD8874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8874.GEOID18 height accuracy estimate available here.
 AD8874
 AD8874.Click photographs - Photos may exist for this station.
 AD8874
 AD8874.The dynamic height is computed by dividing the NAVD 88
 AD8874.geopotential number by the normal gravity value computed on the
 AD8874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8874.degrees latitude (g = 980.6199 gals.).
 AD8874
 AD8874.The modeled gravity was interpolated from observed gravity values.
 AD8874
 AD8874;                    North         East    Units  Estimated Accuracy
 AD8874;SPC SD N     -   128,070.      877,290.      MT  (+/- 180 meters Scaled)
 AD8874
 AD8874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ983784(NAD 83)
 AD8874
 AD8874                          SUPERSEDED SURVEY CONTROL
 AD8874
 AD8874.No superseded survey control is available for this station.
 AD8874
 AD8874_MARKER: I = METAL ROD
 AD8874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8874_STAMPING: W 466 1995
 AD8874_MARK LOGO: NGS
 AD8874_PROJECTION: FLUSH
 AD8874_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8874+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1998
 AD8874_ROD/PIPE-DEPTH: 9.9 meters
 AD8874_SLEEVE-DEPTH  : 0.9 meters
 AD8874
 AD8874  HISTORY     - Date     Condition        Report By
 AD8874  HISTORY     - 1995     MONUMENTED       NGS
 AD8874  HISTORY     - 19980827 GOOD             NGS
 AD8874
 AD8874                          STATION DESCRIPTION
 AD8874
 AD8874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8874'49.1 KM (30.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8874'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 520.0 M (1706.0 FT) EAST OF
 AD8874'MILEPOST 410, 30.0 M (98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.5 M
 AD8874'(37.7 FT) WEST OF THE NORTH END OF A FENCE, 0.9 M (3.0 FT) NORTHEAST
 AD8874'OF THE WEST END OF 3 BRACED FENCE POSTS, 0.8 M (2.6 FT) BELOW THE
 AD8874'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 AD8874'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AD8874'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AD8874
 AD8874                          STATION RECOVERY (1998)
 AD8874
 AD8874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AD8874'49.1 KM (30.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8874'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 520.0 M (1706.0 FT) EAST OF
 AD8874'MILEPOST 410, 30.0 M (98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.5 M
 AD8874'(37.7 FT) WEST OF THE NORTH END OF A FENCE, 0.9 M (3.0 FT) NORTHEAST
 AD8874'OF THE WEST END OF 3 BRACED FENCE POSTS, 0.8 M (2.6 FT) BELOW THE
 AD8874'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND
 AD8874'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AD8874'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AD8874'THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5819 ***********************************************************************
 AE5819  DESIGNATION -  W 467
 AE5819  PID         -  AE5819
 AE5819  STATE/COUNTY-  SD/SPINK
 AE5819  COUNTRY     -  US
 AE5819  USGS QUAD   -  DOLAND NW (2017)
 AE5819
 AE5819                         *CURRENT SURVEY CONTROL
 AE5819  ______________________________________________________________________
 AE5819* NAD 83(1986) POSITION- 44 53 39.     (N) 098 12 56.     (W)   SCALED
 AE5819* NAVD 88 ORTHO HEIGHT -   392.887 (meters)     1289.00  (feet) ADJUSTED
 AE5819  ______________________________________________________________________
 AE5819  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 AE5819  DYNAMIC HEIGHT  -        392.846 (meters)     1288.86  (feet) COMP
 AE5819  MODELED GRAVITY -    980,501.1   (mgal)                       NAVD 88
 AE5819
 AE5819  VERT ORDER      -  FIRST     CLASS II
 AE5819
 AE5819.The horizontal coordinates were scaled from a map and have
 AE5819.an estimated accuracy of +/- 6 seconds.
 AE5819
 AE5819.The orthometric height was determined by differential leveling and
 AE5819.adjusted by the NATIONAL GEODETIC SURVEY
 AE5819.in July 1998.
 AE5819
 AE5819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5819.GEOID18 height accuracy estimate available here.
 AE5819
 AE5819.Click photographs - Photos may exist for this station.
 AE5819
 AE5819.The dynamic height is computed by dividing the NAVD 88
 AE5819.geopotential number by the normal gravity value computed on the
 AE5819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5819.degrees latitude (g = 980.6199 gals.).
 AE5819
 AE5819.The modeled gravity was interpolated from observed gravity values.
 AE5819
 AE5819;                    North         East    Units  Estimated Accuracy
 AE5819;SPC SD N     -   119,440.      740,940.      MT  (+/- 180 meters Scaled)
 AE5819
 AE5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ619714(NAD 83)
 AE5819
 AE5819                          SUPERSEDED SURVEY CONTROL
 AE5819
 AE5819.No superseded survey control is available for this station.
 AE5819
 AE5819_MARKER: I = METAL ROD
 AE5819_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5819_STAMPING: W 467 1995
 AE5819_MARK LOGO: NGS
 AE5819_PROJECTION: FLUSH
 AE5819_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5819+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5819_ROD/PIPE-DEPTH: 14.7 meters
 AE5819_SLEEVE-DEPTH  : 0.9 meters
 AE5819
 AE5819  HISTORY     - Date     Condition        Report By
 AE5819  HISTORY     - 1995     MONUMENTED       NGS
 AE5819
 AE5819                          STATION DESCRIPTION
 AE5819
 AE5819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5819'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5819'HUMPHREY DRIVE IN DOLAND, 118.0 M (387.1 FT) WEST OF MILEPOST 322,
 AE5819'16.5 M (54.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) WEST
 AE5819'OF THE EXTENDED CENTER OF STATE HIGHWAY 37, 1.6 M (5.2 FT) BELOW THE
 AE5819'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE CORNER, AND
 AE5819'0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AE5819'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE5819'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8908 ***********************************************************************
 AD8908  DESIGNATION -  W 468
 AD8908  PID         -  AD8908
 AD8908  STATE/COUNTY-  SD/DEWEY
 AD8908  COUNTRY     -  US
 AD8908  USGS QUAD   -  PARADE SW (2017)
 AD8908
 AD8908                         *CURRENT SURVEY CONTROL
 AD8908  ______________________________________________________________________
 AD8908* NAD 83(1986) POSITION- 45 00 32.     (N) 101 09 26.     (W)   SCALED
 AD8908* NAVD 88 ORTHO HEIGHT -   723.392 (meters)     2373.33  (feet) ADJUSTED
 AD8908  ______________________________________________________________________
 AD8908  GEOID HEIGHT    -        -21.437 (meters)                     GEOID18
 AD8908  DYNAMIC HEIGHT  -        723.247 (meters)     2372.85  (feet) COMP
 AD8908  MODELED GRAVITY -    980,392.1   (mgal)                       NAVD 88
 AD8908
 AD8908  VERT ORDER      -  FIRST     CLASS II
 AD8908
 AD8908.The horizontal coordinates were scaled from a map and have
 AD8908.an estimated accuracy of +/- 6 seconds.
 AD8908
 AD8908.The orthometric height was determined by differential leveling and
 AD8908.adjusted by the NATIONAL GEODETIC SURVEY
 AD8908.in July 1998.
 AD8908
 AD8908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8908.GEOID18 height accuracy estimate available here.
 AD8908
 AD8908.Click photographs - Photos may exist for this station.
 AD8908
 AD8908.The dynamic height is computed by dividing the NAVD 88
 AD8908.geopotential number by the normal gravity value computed on the
 AD8908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8908.degrees latitude (g = 980.6199 gals.).
 AD8908
 AD8908.The modeled gravity was interpolated from observed gravity values.
 AD8908
 AD8908;                    North         East    Units  Estimated Accuracy
 AD8908;SPC SD N     -   131,280.      508,780.      MT  (+/- 180 meters Scaled)
 AD8908
 AD8908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ300862(NAD 83)
 AD8908
 AD8908                          SUPERSEDED SURVEY CONTROL
 AD8908
 AD8908.No superseded survey control is available for this station.
 AD8908
 AD8908_MARKER: I = METAL ROD
 AD8908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8908_STAMPING: W 468 1996
 AD8908_MARK LOGO: NGS
 AD8908_PROJECTION: FLUSH
 AD8908_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8908+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 AD8908_ROD/PIPE-DEPTH: 5.6 meters
 AD8908_SLEEVE-DEPTH  : 0.9 meters
 AD8908
 AD8908  HISTORY     - Date     Condition        Report By
 AD8908  HISTORY     - 1996     MONUMENTED       NGS
 AD8908  HISTORY     - 20120711 GOOD             INDIV
 AD8908
 AD8908                          STATION DESCRIPTION
 AD8908
 AD8908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8908'6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8908'MAIN STREET IN EAGLE BUTTE, 76.5 M (251.0 FT) NORTH OF THE HIGHWAY
 AD8908'CENTERLINE, 51.0 M (167.3 FT) WEST OF MILEPOST 159, 30.7 M (100.7 FT)
 AD8908'EAST OF THE CENTERLINE OF STATE HIGHWAY 63, 22.6 M (74.1 FT) NORTH OF
 AD8908'AN UNDERGROUND CABLE JUNCTION BOX, 18.2 M (59.7 FT) SOUTH OF THE
 AD8908'CENTER OF A FIELD ENTRANCE AND A GATE, 0.3 M (1.0 FT) WEST OF A
 AD8908'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AD8908'STATE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8908'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD8908'CLASS A MARK.
 AD8908
 AD8908                          STATION RECOVERY (2012)
 AD8908
 AD8908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AD8908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4138 ***********************************************************************
 AE4138  DESIGNATION -  W 469
 AE4138  PID         -  AE4138
 AE4138  STATE/COUNTY-  SD/FAULK
 AE4138  COUNTRY     -  US
 AE4138  USGS QUAD   -  FAULKTON WEST (2017)
 AE4138
 AE4138                         *CURRENT SURVEY CONTROL
 AE4138  ______________________________________________________________________
 AE4138* NAD 83(1986) POSITION- 45 02 32.     (N) 099 10 35.     (W)   SCALED
 AE4138* NAVD 88 ORTHO HEIGHT -   494.431 (meters)     1622.15  (feet) ADJUSTED
 AE4138  ______________________________________________________________________
 AE4138  GEOID HEIGHT    -        -23.550 (meters)                     GEOID18
 AE4138  DYNAMIC HEIGHT  -        494.364 (meters)     1621.93  (feet) COMP
 AE4138  MODELED GRAVITY -    980,465.9   (mgal)                       NAVD 88
 AE4138
 AE4138  VERT ORDER      -  FIRST     CLASS II
 AE4138
 AE4138.The horizontal coordinates were scaled from a map and have
 AE4138.an estimated accuracy of +/- 6 seconds.
 AE4138
 AE4138.The orthometric height was determined by differential leveling and
 AE4138.adjusted by the NATIONAL GEODETIC SURVEY
 AE4138.in July 1998.
 AE4138
 AE4138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4138.GEOID18 height accuracy estimate available here.
 AE4138
 AE4138.Click photographs - Photos may exist for this station.
 AE4138
 AE4138.The dynamic height is computed by dividing the NAVD 88
 AE4138.geopotential number by the normal gravity value computed on the
 AE4138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4138.degrees latitude (g = 980.6199 gals.).
 AE4138
 AE4138.The modeled gravity was interpolated from observed gravity values.
 AE4138
 AE4138;                    North         East    Units  Estimated Accuracy
 AE4138;SPC SD N     -   134,670.      664,890.      MT  (+/- 180 meters Scaled)
 AE4138
 AE4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ861876(NAD 83)
 AE4138
 AE4138                          SUPERSEDED SURVEY CONTROL
 AE4138
 AE4138.No superseded survey control is available for this station.
 AE4138
 AE4138_MARKER: I = METAL ROD
 AE4138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4138_STAMPING: W 469 1996
 AE4138_MARK LOGO: NGS
 AE4138_PROJECTION: FLUSH
 AE4138_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4138+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4138_ROD/PIPE-DEPTH: 7.5 meters
 AE4138_SLEEVE-DEPTH  : 0.9 meters
 AE4138
 AE4138  HISTORY     - Date     Condition        Report By
 AE4138  HISTORY     - 1996     MONUMENTED       NGS
 AE4138
 AE4138                          STATION DESCRIPTION
 AE4138
 AE4138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4138'4.3 KM (2.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4138'IN FAULKTON, 740.0 M (2427.8 FT) WEST OF MILEPOST 265, 21.9 M (71.9
 AE4138'FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT)
 AE4138'WEST OF THE EXTENDED CENTERLINE OF THE LAKE FAULKTON COUNTRY CLUB
 AE4138'ROAD, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND T-FENCE CORNER.
 AE4138'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4138'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0330 ***********************************************************************
 PS0330  DESIGNATION -  W 47
 PS0330  PID         -  PS0330
 PS0330  STATE/COUNTY-  SD/HYDE
 PS0330  COUNTRY     -  US
 PS0330  USGS QUAD   -  HIGHMORE (2017)
 PS0330
 PS0330                         *CURRENT SURVEY CONTROL
 PS0330  ______________________________________________________________________
 PS0330* NAD 83(1986) POSITION- 44 32 51.     (N) 099 27 17.     (W)   SCALED
 PS0330* NAVD 88 ORTHO HEIGHT -   559.500 (meters)     1835.63  (feet) ADJUSTED
 PS0330  ______________________________________________________________________
 PS0330  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 PS0330  DYNAMIC HEIGHT  -        559.392 (meters)     1835.27  (feet) COMP
 PS0330  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 PS0330
 PS0330  VERT ORDER      -  FIRST     CLASS II
 PS0330
 PS0330.The horizontal coordinates were scaled from a map and have
 PS0330.an estimated accuracy of +/- 6 seconds.
 PS0330
 PS0330.The orthometric height was determined by differential leveling and
 PS0330.adjusted by the NATIONAL GEODETIC SURVEY
 PS0330.in October 1997.
 PS0330
 PS0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0330.GEOID18 height accuracy estimate available here.
 PS0330
 PS0330.Click photographs - Photos may exist for this station.
 PS0330
 PS0330.The dynamic height is computed by dividing the NAVD 88
 PS0330.geopotential number by the normal gravity value computed on the
 PS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0330.degrees latitude (g = 980.6199 gals.).
 PS0330
 PS0330.The modeled gravity was interpolated from observed gravity values.
 PS0330
 PS0330;                    North         East    Units  Estimated Accuracy
 PS0330;SPC SD N     -    79,510.      643,330.      MT  (+/- 180 meters Scaled)
 PS0330
 PS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ638327(NAD 83)
 PS0330
 PS0330                          SUPERSEDED SURVEY CONTROL
 PS0330
 PS0330  NAVD 88 (06/15/91)  559.487  (m)         1835.58   (f) SUPERSEDED  1 2
 PS0330  NGVD 29 (??/??/92)  559.128  (m)         1834.41   (f) ADJ UNCH    1 2
 PS0330
 PS0330.Superseded values are not recommended for survey control.
 PS0330
 PS0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0330.See file dsdata.pdf to determine how the superseded data were derived.
 PS0330
 PS0330_MARKER: DB = BENCH MARK DISK
 PS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0330_STAMPING: W 47 1934
 PS0330_MARK LOGO: CGS
 PS0330_PROJECTION: FLUSH
 PS0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0330+STABILITY: SURFACE MOTION
 PS0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0330+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 PS0330
 PS0330  HISTORY     - Date     Condition        Report By
 PS0330  HISTORY     - 1934     MONUMENTED       CGS
 PS0330  HISTORY     - 1940     GOOD             CGS
 PS0330  HISTORY     - 1984     GOOD             NGS
 PS0330  HISTORY     - 19941108 GOOD             NGS
 PS0330
 PS0330                          STATION DESCRIPTION
 PS0330
 PS0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0330'2.4 MI N FROM HIGHMORE.
 PS0330'2.4 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0330'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0330'POINT WHERE THE OLD SENECA ROAD TURNS FROM WEST TO NORTH AND A
 PS0330'SECTION-LINE ROAD GOES WEST, 66.6 FEET WEST OF THE CENTERLINE
 PS0330'OF THE SENECA ROAD, 32.4 FEET NORTH OF THE CENTERLINE OF THE
 PS0330'SECTION-LINE ROAD, AND 0.7 FOOT EAST OF A WHITE WOODEN WITNESS
 PS0330'POST.  A STANDARD DISK, STAMPED W 47 1934 AND SET IN THE TOP
 PS0330'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- AT
 PS0330'THIS POINT WORK HAS BEEN DONE TO ELIMINATE TWO RIGHT-ANGLE
 PS0330'TURNS MAKING A LONG S-CURVE.  THE MARK IS ON THE OLD ROAD WHICH
 PS0330'IS A SECTION-LINE ROAD AND THE ENTRANCE TO THE NEW PORTION OF
 PS0330'THE ROAD BOTH TO THE NORTH AND SOUTH.
 PS0330
 PS0330                          STATION RECOVERY (1984)
 PS0330
 PS0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0330'ABOUT 3.3 KM (2.2 MI) NORTH ALONG HIGHWAY 47 FROM THE JUNCTION OF
 PS0330'HIGHWAYS 47 AND 14 ON THE NORTH EDGE OF HIGHMORE, 20.1 M (66 FT) WEST
 PS0330'OF THE CENTER OF AN ABANDONED ROAD, 10.1 M (33 FT) NORTH OF THE
 PS0330'CENTER OF A GRAVELED ROAD.
 PS0330
 PS0330                          STATION RECOVERY (1994)
 PS0330
 PS0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0330'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 PS0330'U.S. HIGHWAY 14 IN HIGHMORE, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 PS0330'GRAVELED ROAD, 28.4 M (93.2 FT) EAST OF A UTILITY POLE, 19.9 M (65.3
 PS0330'FT) WEST OF THE CENTER OF AN ABANDONED ROAD, 9.5 M (31.2 FT) NORTH OF
 PS0330'AND LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 PS0330'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5862 ***********************************************************************
 AE5862  DESIGNATION -  W 470
 AE5862  PID         -  AE5862
 AE5862  STATE/COUNTY-  SD/HAND
 AE5862  COUNTRY     -  US
 AE5862  USGS QUAD   -  ROCKHAM SW (2017)
 AE5862
 AE5862                         *CURRENT SURVEY CONTROL
 AE5862  ______________________________________________________________________
 AE5862* NAD 83(1986) POSITION- 44 47 39.     (N) 098 59 19.     (W)   SCALED
 AE5862* NAVD 88 ORTHO HEIGHT -   456.680 (meters)     1498.29  (feet) ADJUSTED
 AE5862  ______________________________________________________________________
 AE5862  GEOID HEIGHT    -        -24.168 (meters)                     GEOID18
 AE5862  DYNAMIC HEIGHT  -        456.612 (meters)     1498.07  (feet) COMP
 AE5862  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 AE5862
 AE5862  VERT ORDER      -  FIRST     CLASS II
 AE5862
 AE5862.The horizontal coordinates were scaled from a map and have
 AE5862.an estimated accuracy of +/- 6 seconds.
 AE5862
 AE5862.The orthometric height was determined by differential leveling and
 AE5862.adjusted by the NATIONAL GEODETIC SURVEY
 AE5862.in July 1998.
 AE5862
 AE5862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5862.GEOID18 height accuracy estimate available here.
 AE5862
 AE5862.Click photographs - Photos may exist for this station.
 AE5862
 AE5862.The dynamic height is computed by dividing the NAVD 88
 AE5862.geopotential number by the normal gravity value computed on the
 AE5862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5862.degrees latitude (g = 980.6199 gals.).
 AE5862
 AE5862.The modeled gravity was interpolated from observed gravity values.
 AE5862
 AE5862;                    North         East    Units  Estimated Accuracy
 AE5862;SPC SD N     -   107,270.      680,020.      MT  (+/- 180 meters Scaled)
 AE5862
 AE5862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009600(NAD 83)
 AE5862
 AE5862                          SUPERSEDED SURVEY CONTROL
 AE5862
 AE5862.No superseded survey control is available for this station.
 AE5862
 AE5862_MARKER: I = METAL ROD
 AE5862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5862_STAMPING: W 470 1996
 AE5862_MARK LOGO: NGS
 AE5862_PROJECTION: FLUSH
 AE5862_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5862+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5862_ROD/PIPE-DEPTH: 6.7 meters
 AE5862_SLEEVE-DEPTH  : 0.9 meters
 AE5862
 AE5862  HISTORY     - Date     Condition        Report By
 AE5862  HISTORY     - 1996     MONUMENTED       NGS
 AE5862
 AE5862                          STATION DESCRIPTION
 AE5862
 AE5862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5862'30.7 KM (19.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5862'OFFICE IN MILLER, 646.0 M (2119.4 FT) SOUTH OF MILEPOST 131, 27.5 M
 AE5862'(90.2 FT) NORTH OF THE CENTER OF A DRIVEWAY, 14.5 M (47.6 FT) WEST OF
 AE5862'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AE5862'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AE5862'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE5862'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4110 ***********************************************************************
 AE4110  DESIGNATION -  W 471
 AE4110  PID         -  AE4110
 AE4110  STATE/COUNTY-  SD/POTTER
 AE4110  COUNTRY     -  US
 AE4110  USGS QUAD   -  LEBANON (2017)
 AE4110
 AE4110                         *CURRENT SURVEY CONTROL
 AE4110  ______________________________________________________________________
 AE4110* NAD 83(1986) POSITION- 45 03 26.     (N) 099 47 51.     (W)   SCALED
 AE4110* NAVD 88 ORTHO HEIGHT -   598.529 (meters)     1963.67  (feet) ADJUSTED
 AE4110  ______________________________________________________________________
 AE4110  GEOID HEIGHT    -        -22.526 (meters)                     GEOID18
 AE4110  DYNAMIC HEIGHT  -        598.444 (meters)     1963.40  (feet) COMP
 AE4110  MODELED GRAVITY -    980,455.4   (mgal)                       NAVD 88
 AE4110
 AE4110  VERT ORDER      -  FIRST     CLASS II
 AE4110
 AE4110.The horizontal coordinates were scaled from a map and have
 AE4110.an estimated accuracy of +/- 6 seconds.
 AE4110
 AE4110.The orthometric height was determined by differential leveling and
 AE4110.adjusted by the NATIONAL GEODETIC SURVEY
 AE4110.in July 1998.
 AE4110
 AE4110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4110.GEOID18 height accuracy estimate available here.
 AE4110
 AE4110.Click photographs - Photos may exist for this station.
 AE4110
 AE4110.The dynamic height is computed by dividing the NAVD 88
 AE4110.geopotential number by the normal gravity value computed on the
 AE4110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4110.degrees latitude (g = 980.6199 gals.).
 AE4110
 AE4110.The modeled gravity was interpolated from observed gravity values.
 AE4110
 AE4110;                    North         East    Units  Estimated Accuracy
 AE4110;SPC SD N     -   136,020.      615,950.      MT  (+/- 180 meters Scaled)
 AE4110
 AE4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ372896(NAD 83)
 AE4110
 AE4110                          SUPERSEDED SURVEY CONTROL
 AE4110
 AE4110.No superseded survey control is available for this station.
 AE4110
 AE4110_MARKER: I = METAL ROD
 AE4110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4110_STAMPING: W 471 1996
 AE4110_MARK LOGO: NGS
 AE4110_PROJECTION: FLUSH
 AE4110_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4110+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4110_ROD/PIPE-DEPTH: 6.6 meters
 AE4110_SLEEVE-DEPTH  : 0.9 meters
 AE4110
 AE4110  HISTORY     - Date     Condition        Report By
 AE4110  HISTORY     - 1996     MONUMENTED       NGS
 AE4110  HISTORY     - 20120613 GOOD             INDIV
 AE4110
 AE4110                          STATION DESCRIPTION
 AE4110
 AE4110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4110'13.7 KM (8.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4110'EXENE STREET IN GETTYSBURG, 107.0 M (351.0 FT) WEST OF MILEPOST 234,
 AE4110'23.8 M (78.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT)
 AE4110'WEST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) EAST OF A
 AE4110'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE4110'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4110'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4110'MARK.
 AE4110
 AE4110                          STATION RECOVERY (2012)
 AE4110
 AE4110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0353 ***********************************************************************
 OQ0353  DESIGNATION -  W 5
 OQ0353  PID         -  OQ0353
 OQ0353  STATE/COUNTY-  SD/MCCOOK
 OQ0353  COUNTRY     -  US
 OQ0353  USGS QUAD   -  SALEM (2017)
 OQ0353
 OQ0353                         *CURRENT SURVEY CONTROL
 OQ0353  ______________________________________________________________________
 OQ0353* NAD 83(1986) POSITION- 43 43 27.     (N) 097 23 33.     (W)   SCALED
 OQ0353* NAVD 88 ORTHO HEIGHT -   461.977 (meters)     1515.67  (feet) ADJUSTED
 OQ0353  ______________________________________________________________________
 OQ0353  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 OQ0353  DYNAMIC HEIGHT  -        461.863 (meters)     1515.30  (feet) COMP
 OQ0353  MODELED GRAVITY -    980,359.5   (mgal)                       NAVD 88
 OQ0353
 OQ0353  VERT ORDER      -  FIRST     CLASS II
 OQ0353
 OQ0353.The horizontal coordinates were scaled from a map and have
 OQ0353.an estimated accuracy of +/- 6 seconds.
 OQ0353
 OQ0353.The orthometric height was determined by differential leveling and
 OQ0353.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0353.in June 1991.
 OQ0353
 OQ0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0353.GEOID18 height accuracy estimate available here.
 OQ0353
 OQ0353.Click photographs - Photos may exist for this station.
 OQ0353
 OQ0353.The dynamic height is computed by dividing the NAVD 88
 OQ0353.geopotential number by the normal gravity value computed on the
 OQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0353.degrees latitude (g = 980.6199 gals.).
 OQ0353
 OQ0353.The modeled gravity was interpolated from observed gravity values.
 OQ0353
 OQ0353;                    North         East    Units  Estimated Accuracy
 OQ0353;SPC SD S     -   158,700.      836,890.      MT  (+/- 180 meters Scaled)
 OQ0353
 OQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP294424(NAD 83)
 OQ0353
 OQ0353                          SUPERSEDED SURVEY CONTROL
 OQ0353
 OQ0353  NGVD 29 (??/??/92)  461.683  (m)         1514.71   (f) ADJ UNCH    1 2
 OQ0353
 OQ0353.Superseded values are not recommended for survey control.
 OQ0353
 OQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0353.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0353
 OQ0353_MARKER: DB = BENCH MARK DISK
 OQ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0353_STAMPING: 1514.705 W 5 1925
 OQ0353_MARK LOGO: CGS
 OQ0353_PROJECTION: FLUSH
 OQ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0353+STABILITY: SURFACE MOTION
 OQ0353
 OQ0353  HISTORY     - Date     Condition        Report By
 OQ0353  HISTORY     - 1925     MONUMENTED       CGS
 OQ0353  HISTORY     - 1935     GOOD             CGS
 OQ0353  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0353
 OQ0353                          STATION DESCRIPTION
 OQ0353
 OQ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0353'AT SALEM.
 OQ0353'AT SALEM, MC COOK COUNTY, AT THE CHICAGO, ST. PAUL, MILLEAPOLIS
 OQ0353'AND OMAHA RAILWAY STATION, AT THE CROSSING OF THE CHICAGO
 OQ0353'AND NORTH WESTERN RAILWAY, ABOUT 4 RAILS WEST OF THE CROSSING
 OQ0353'OF THE MAIN TRACK, 60 FEET NORTHWEST OF THE CENTER OF THE
 OQ0353'CROSSING OF A C. AND N.W. RY. SIDE TRACK, 48 FEET EAST OF
 OQ0353'MILEPOST T 98, 38 FEET SOUTH OF THE SOUTHWEST CONCRETE CORNER
 OQ0353'PIER OF A STEEL WATER TANK, 29.5 FEET NORTH OF THE CENTER LINE
 OQ0353'OF THE EAST-AND-WEST TRACK, 34.5 FEET WEST OF THE CENTER LINE
 OQ0353'OF THE SIDE TRACK, AND 6 FEET WEST OF THE WEST FACE OF A
 OQ0353'PUMPHOUSE.  A STANDARD DISK, STAMPED 1514.705 W 5 1925 AND SET
 OQ0353'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OQ0353'NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 OQ0353'IS NOW THE SOO LINE RAILROAD.
 OQ0353
 OQ0353                          STATION RECOVERY (1935)
 OQ0353
 OQ0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0353'RECOVERED IN GOOD CONDITION.
 OQ0353
 OQ0353                          STATION RECOVERY (2012)
 OQ0353
 OQ0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0246 ***********************************************************************
 PS0246  DESIGNATION -  W 50
 PS0246  PID         -  PS0246
 PS0246  STATE/COUNTY-  SD/HAND
 PS0246  COUNTRY     -  US
 PS0246  USGS QUAD   -  MILLER (2017)
 PS0246
 PS0246                         *CURRENT SURVEY CONTROL
 PS0246  ______________________________________________________________________
 PS0246* NAD 83(1986) POSITION- 44 30 59.     (N) 098 59 26.     (W)   SCALED
 PS0246* NAVD 88 ORTHO HEIGHT -   481.276 (meters)     1578.99  (feet) ADJUSTED
 PS0246  ______________________________________________________________________
 PS0246  GEOID HEIGHT    -        -24.485 (meters)                     GEOID18
 PS0246  DYNAMIC HEIGHT  -        481.184 (meters)     1578.68  (feet) COMP
 PS0246  MODELED GRAVITY -    980,411.6   (mgal)                       NAVD 88
 PS0246
 PS0246  VERT ORDER      -  FIRST     CLASS II
 PS0246
 PS0246.The horizontal coordinates were scaled from a map and have
 PS0246.an estimated accuracy of +/- 6 seconds.
 PS0246
 PS0246.The orthometric height was determined by differential leveling and
 PS0246.adjusted by the NATIONAL GEODETIC SURVEY
 PS0246.in October 1997.
 PS0246
 PS0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0246.GEOID18 height accuracy estimate available here.
 PS0246
 PS0246.Click photographs - Photos may exist for this station.
 PS0246
 PS0246.The dynamic height is computed by dividing the NAVD 88
 PS0246.geopotential number by the normal gravity value computed on the
 PS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0246.degrees latitude (g = 980.6199 gals.).
 PS0246
 PS0246.The modeled gravity was interpolated from observed gravity values.
 PS0246
 PS0246;                    North         East    Units  Estimated Accuracy
 PS0246;SPC SD N     -    76,400.      680,260.      MT  (+/- 180 meters Scaled)
 PS0246
 PS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ007292(NAD 83)
 PS0246
 PS0246                          SUPERSEDED SURVEY CONTROL
 PS0246
 PS0246  NAVD 88 (06/15/91)  481.305  (m)         1579.08   (f) SUPERSEDED  1 2
 PS0246  NGVD 29 (??/??/92)  480.977  (m)         1578.01   (f) ADJ UNCH    1 2
 PS0246
 PS0246.Superseded values are not recommended for survey control.
 PS0246
 PS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0246.See file dsdata.pdf to determine how the superseded data were derived.
 PS0246
 PS0246_MARKER: DB = BENCH MARK DISK
 PS0246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PS0246+WITH SETTING: PAVEMENT
 PS0246_SP_SET: FOOTING
 PS0246_STAMPING: W 50 1934
 PS0246_MARK LOGO: CGS
 PS0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0246+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0246
 PS0246  HISTORY     - Date     Condition        Report By
 PS0246  HISTORY     - 1934     MONUMENTED       CGS
 PS0246  HISTORY     - 1940     GOOD             CGS
 PS0246  HISTORY     - 19941102 GOOD             NGS
 PS0246  HISTORY     - 19960710 GOOD             NGS
 PS0246
 PS0246                          STATION DESCRIPTION
 PS0246
 PS0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0246'AT MILLER.
 PS0246'AT MILLER, HAND COUNTY, AT THE CITY WATER TANK, AND IN THE
 PS0246'TOP OF THE WEST CORNER OF THE SOUTHWEST CONCRETE BLOCK FOUNDATION.
 PS0246'A STANDARD DISK, STAMPED W 50 1934.
 PS0246
 PS0246                          STATION RECOVERY (1940)
 PS0246
 PS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0246'RECOVERED IN GOOD CONDITION.
 PS0246
 PS0246                          STATION RECOVERY (1994)
 PS0246
 PS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0246'IN MILLER, AT THE INTERSECTION OF WEST FIRST AVENUE AND WEST SECOND
 PS0246'STREET, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST CORNER OF THE
 PS0246'CONCRETE FOOTING FOR THE SOUTHWEST LEG OF A WATER TANK, 48.6 M (159.4
 PS0246'FT) SOUTH OF THE STREET CENTER, 12.6 M (41.3 FT) EAST OF THE AVENUE
 PS0246'CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 PS0246
 PS0246                          STATION RECOVERY (1996)
 PS0246
 PS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0246'IN MILLER, AT THE INTERSECTION OF WEST FIRST AVENUE AND WEST SECOND
 PS0246'STREET, NEAR THE WEST CORNER OF THE CONCRETE FOOTING FOR THE SOUTHWEST
 PS0246'LEG OF THE CITY WATER TANK, 48.3 M (158.5 FT) SOUTH OF THE STREET
 PS0246'CENTER, 12.3 M (40.4 FT) EAST OF THE AVENUE CENTER, AND 0.3 M (1.0 FT)
 PS0246'ABOVE THE LEVEL OF THE AVENUE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0577 ***********************************************************************
 PR0577  DESIGNATION -  W 52
 PR0577  PID         -  PR0577
 PR0577  STATE/COUNTY-  SD/KINGSBURY
 PR0577  COUNTRY     -  US
 PR0577  USGS QUAD   -  DE SMET (2017)
 PR0577
 PR0577                         *CURRENT SURVEY CONTROL
 PR0577  ______________________________________________________________________
 PR0577* NAD 83(1986) POSITION- 44 22 59.     (N) 097 30 42.     (W)   SCALED
 PR0577* NAVD 88 ORTHO HEIGHT -   516.497 (meters)     1694.54  (feet) ADJUSTED
 PR0577  ______________________________________________________________________
 PR0577  GEOID HEIGHT    -        -25.103 (meters)                     GEOID18
 PR0577  DYNAMIC HEIGHT  -        516.398 (meters)     1694.22  (feet) COMP
 PR0577  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 PR0577
 PR0577  VERT ORDER      -  SECOND    CLASS 0
 PR0577
 PR0577.The horizontal coordinates were scaled from a map and have
 PR0577.an estimated accuracy of +/- 6 seconds.
 PR0577
 PR0577.The orthometric height was determined by differential leveling and
 PR0577.adjusted by the NATIONAL GEODETIC SURVEY
 PR0577.in June 1991.
 PR0577
 PR0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0577.GEOID18 height accuracy estimate available here.
 PR0577
 PR0577.Click photographs - Photos may exist for this station.
 PR0577
 PR0577.The dynamic height is computed by dividing the NAVD 88
 PR0577.geopotential number by the normal gravity value computed on the
 PR0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0577.degrees latitude (g = 980.6199 gals.).
 PR0577
 PR0577.The modeled gravity was interpolated from observed gravity values.
 PR0577
 PR0577;                    North         East    Units  Estimated Accuracy
 PR0577;SPC SD N     -    64,130.      798,260.      MT  (+/- 180 meters Scaled)
 PR0577
 PR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ185154(NAD 83)
 PR0577
 PR0577                          SUPERSEDED SURVEY CONTROL
 PR0577
 PR0577  NGVD 29 (??/??/92)  516.201  (m)         1693.57   (f) ADJ UNCH    2 0
 PR0577
 PR0577.Superseded values are not recommended for survey control.
 PR0577
 PR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0577.See file dsdata.pdf to determine how the superseded data were derived.
 PR0577
 PR0577_MARKER: DB = BENCH MARK DISK
 PR0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0577_STAMPING: W 52 1934
 PR0577_MARK LOGO: CGS
 PR0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0577+STABILITY: SURFACE MOTION
 PR0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0577+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 PR0577
 PR0577  HISTORY     - Date     Condition        Report By
 PR0577  HISTORY     - 1934     MONUMENTED       CGS
 PR0577  HISTORY     - 19940923 GOOD             NGS
 PR0577
 PR0577                          STATION DESCRIPTION
 PR0577
 PR0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0577'1.9 MI E FROM DE SMET.
 PR0577'ABOUT 1.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0577'FROM THE STATION AT DE SMET, KINGSBURY COUNTY, ABOUT 7 POLES
 PR0577'EAST OF MILEPOST 328, AT A ROAD CROSSING, 42 FEET WEST OF THE
 PR0577'CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE CENTER LINE F
 PR0577'THE TRACK, 18 FEET WEST OF A RIGHT-OF-WAY FENCE CRNER, AND
 PR0577'ABOUT 18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0577'W 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0577
 PR0577                          STATION RECOVERY (1994)
 PR0577
 PR0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0577'3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PR0577'STATE HIGHWAY 25 IN DE SMET, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG A
 PR0577'GRAVELED ROAD, 13.6 M (44.6 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA
 PR0577'MINNESOTA AND EASTERN RAILROAD, 12.9 M (42.3 FT) WEST OF THE ROAD
 PR0577'CENTER, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 PR0577'THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT)
 PR0577'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0491 ***********************************************************************
 PR0491  DESIGNATION -  W 53
 PR0491  PID         -  PR0491
 PR0491  STATE/COUNTY-  SD/MINER
 PR0491  COUNTRY     -  US
 PR0491  USGS QUAD   -  OLDHAM SW (2017)
 PR0491
 PR0491                         *CURRENT SURVEY CONTROL
 PR0491  ______________________________________________________________________
 PR0491* NAD 83(1986) POSITION- 44 00 28.     (N) 097 26 34.     (W)   SCALED
 PR0491* NAVD 88 ORTHO HEIGHT -   491.794 (meters)     1613.49  (feet) ADJUSTED
 PR0491  ______________________________________________________________________
 PR0491  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 PR0491  DYNAMIC HEIGHT  -        491.680 (meters)     1613.12  (feet) COMP
 PR0491  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 PR0491
 PR0491  VERT ORDER      -  SECOND    CLASS 0
 PR0491
 PR0491.The horizontal coordinates were scaled from a map and have
 PR0491.an estimated accuracy of +/- 6 seconds.
 PR0491
 PR0491.The orthometric height was determined by differential leveling and
 PR0491.adjusted by the NATIONAL GEODETIC SURVEY
 PR0491.in June 1991.
 PR0491
 PR0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0491.GEOID18 height accuracy estimate available here.
 PR0491
 PR0491.Click photographs - Photos may exist for this station.
 PR0491
 PR0491.The dynamic height is computed by dividing the NAVD 88
 PR0491.geopotential number by the normal gravity value computed on the
 PR0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0491.degrees latitude (g = 980.6199 gals.).
 PR0491
 PR0491.The modeled gravity was interpolated from observed gravity values.
 PR0491
 PR0491;                    North         East    Units  Estimated Accuracy
 PR0491;SPC SD S     -   190,050.      831,750.      MT  (+/- 180 meters Scaled)
 PR0491
 PR0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP248739(NAD 83)
 PR0491
 PR0491                          SUPERSEDED SURVEY CONTROL
 PR0491
 PR0491  NGVD 29 (??/??/92)  491.496  (m)         1612.52   (f) ADJ UNCH    2 0
 PR0491
 PR0491.Superseded values are not recommended for survey control.
 PR0491
 PR0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0491.See file dsdata.pdf to determine how the superseded data were derived.
 PR0491
 PR0491_MARKER: DB = BENCH MARK DISK
 PR0491_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0491_SP_SET: BOX CULVERT HEADWALL
 PR0491_STAMPING: W 53 1934
 PR0491_MARK LOGO: CGS
 PR0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0491+STABILITY: SURFACE MOTION
 PR0491
 PR0491  HISTORY     - Date     Condition        Report By
 PR0491  HISTORY     - 1934     MONUMENTED       CGS
 PR0491
 PR0491                          STATION DESCRIPTION
 PR0491
 PR0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0491'4.2 MI W FROM WINFRED.
 PR0491'IN MINER COUNTY, ABOUT 4.2 MILES WEST ALONG THE CHICAGO,
 PR0491'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 PR0491'WINFRED, LAKE COUNTY, ABOUT 3-1/2 POLES EAST OF MILEPOST 351,
 PR0491'75 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AT A LARGE HIGHWAY
 PR0491'BOX CULVERT, IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEAD
 PR0491'WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD
 PR0491'DISK, STAMPED W 53 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0185 ***********************************************************************
 PR0185  DESIGNATION -  W 54
 PR0185  PID         -  PR0185
 PR0185  STATE/COUNTY-  SD/BROOKINGS
 PR0185  COUNTRY     -  US
 PR0185  USGS QUAD   -  WHITE SE (2017)
 PR0185
 PR0185                         *CURRENT SURVEY CONTROL
 PR0185  ______________________________________________________________________
 PR0185* NAD 83(1986) POSITION- 44 15 33.     (N) 096 31 00.     (W)   SCALED
 PR0185* NAVD 88 ORTHO HEIGHT -   525.144 (meters)     1722.91  (feet) ADJUSTED
 PR0185  ______________________________________________________________________
 PR0185  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 PR0185  DYNAMIC HEIGHT  -        525.037 (meters)     1722.56  (feet) COMP
 PR0185  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 PR0185
 PR0185  VERT ORDER      -  SECOND    CLASS 0
 PR0185
 PR0185.The horizontal coordinates were scaled from a map and have
 PR0185.an estimated accuracy of +/- 6 seconds.
 PR0185
 PR0185.The orthometric height was determined by differential leveling and
 PR0185.adjusted by the NATIONAL GEODETIC SURVEY
 PR0185.in June 1991.
 PR0185
 PR0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0185.GEOID18 height accuracy estimate available here.
 PR0185
 PR0185.Click photographs - Photos may exist for this station.
 PR0185
 PR0185.The dynamic height is computed by dividing the NAVD 88
 PR0185.geopotential number by the normal gravity value computed on the
 PR0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0185.degrees latitude (g = 980.6199 gals.).
 PR0185
 PR0185.The modeled gravity was interpolated from observed gravity values.
 PR0185
 PR0185;                    North         East    Units  Estimated Accuracy
 PR0185;SPC SD N     -    53,300.      878,090.      MT  (+/- 180 meters Scaled)
 PR0185
 PR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ982036(NAD 83)
 PR0185
 PR0185                          SUPERSEDED SURVEY CONTROL
 PR0185
 PR0185  NGVD 29 (??/??/92)  524.889  (m)         1722.07   (f) ADJ UNCH    2 0
 PR0185
 PR0185.Superseded values are not recommended for survey control.
 PR0185
 PR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0185.See file dsdata.pdf to determine how the superseded data were derived.
 PR0185
 PR0185_MARKER: DB = BENCH MARK DISK
 PR0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0185_STAMPING: W 54 1934
 PR0185_MARK LOGO: CGS
 PR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0185+STABILITY: SURFACE MOTION
 PR0185
 PR0185  HISTORY     - Date     Condition        Report By
 PR0185  HISTORY     - 1934     MONUMENTED       CGS
 PR0185
 PR0185                          STATION DESCRIPTION
 PR0185
 PR0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0185'2.1 MI NW FROM ELKTON.
 PR0185'2.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0185'RAILWAY FROM THE STATION AT ELKTON, BROOKINGS COUNTY, ABOUT 10
 PR0185'POLES SOUTH OF MILEPOST 336, 43 FEET EAST OF THE CENTER LINE OF
 PR0185'THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0185'DISK, STAMPED W 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0303 ***********************************************************************
 PR0303  DESIGNATION -  W 55
 PR0303  PID         -  PR0303
 PR0303  STATE/COUNTY-  SD/DEUEL
 PR0303  COUNTRY     -  US
 PR0303  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0303
 PR0303                         *CURRENT SURVEY CONTROL
 PR0303  ______________________________________________________________________
 PR0303* NAD 83(1986) POSITION- 44 42 37.     (N) 096 37 50.     (W)   SCALED
 PR0303* NAVD 88 ORTHO HEIGHT -   541.944 (meters)     1778.03  (feet) ADJUSTED
 PR0303  ______________________________________________________________________
 PR0303  GEOID HEIGHT    -        -25.286 (meters)                     GEOID18
 PR0303  DYNAMIC HEIGHT  -        541.860 (meters)     1777.75  (feet) COMP
 PR0303  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 PR0303
 PR0303  VERT ORDER      -  SECOND    CLASS 0
 PR0303
 PR0303.The horizontal coordinates were scaled from a map and have
 PR0303.an estimated accuracy of +/- 6 seconds.
 PR0303
 PR0303.The orthometric height was determined by differential leveling and
 PR0303.adjusted by the NATIONAL GEODETIC SURVEY
 PR0303.in June 1991.
 PR0303
 PR0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0303.GEOID18 height accuracy estimate available here.
 PR0303
 PR0303.Click photographs - Photos may exist for this station.
 PR0303
 PR0303.The dynamic height is computed by dividing the NAVD 88
 PR0303.geopotential number by the normal gravity value computed on the
 PR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0303.degrees latitude (g = 980.6199 gals.).
 PR0303
 PR0303.The modeled gravity was interpolated from observed gravity values.
 PR0303
 PR0303;                    North         East    Units  Estimated Accuracy
 PR0303;SPC SD N     -   103,000.      866,920.      MT  (+/- 180 meters Scaled)
 PR0303
 PR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ876534(NAD 83)
 PR0303
 PR0303                          SUPERSEDED SURVEY CONTROL
 PR0303
 PR0303  NGVD 29 (??/??/92)  541.691  (m)         1777.20   (f) ADJ UNCH    2 0
 PR0303
 PR0303.Superseded values are not recommended for survey control.
 PR0303
 PR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0303.See file dsdata.pdf to determine how the superseded data were derived.
 PR0303
 PR0303_MARKER: DB = BENCH MARK DISK
 PR0303_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0303_SP_SET: CULVERT HEADWALL
 PR0303_STAMPING: W 55 1934
 PR0303_MARK LOGO: CGS
 PR0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0303+STABILITY: SURFACE MOTION
 PR0303
 PR0303  HISTORY     - Date     Condition        Report By
 PR0303  HISTORY     - 1934     MONUMENTED       CGS
 PR0303
 PR0303                          STATION DESCRIPTION
 PR0303
 PR0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0303'3.4 MI N FROM BRANDT.
 PR0303'ABOUT 3.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0303'RAILWAY FROM THE STATION AT BRANDT, DEUEL COUNTY, ABOUT 8 POLES
 PR0303'SOUTH OF MILEPOST 371, AT A 2-FOOT DUAL TILE CULVERT, IN THE
 PR0303'CENTER OF THE WEST CONCRETE HEAD WALL, AND ABOUT 4 FEET LOWER
 PR0303'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED W 55 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0634 ***********************************************************************
 PR0634  DESIGNATION -  W 56
 PR0634  PID         -  PR0634
 PR0634  STATE/COUNTY-  SD/CLARK
 PR0634  COUNTRY     -  US
 PR0634  USGS QUAD   -  VIENNA WEST (2017)
 PR0634
 PR0634                         *CURRENT SURVEY CONTROL
 PR0634  ______________________________________________________________________
 PR0634* NAD 83(1986) POSITION- 44 44 50.     (N) 097 30 37.     (W)   SCALED
 PR0634* NAVD 88 ORTHO HEIGHT -   541.650 (meters)     1777.06  (feet) ADJUSTED
 PR0634  ______________________________________________________________________
 PR0634  GEOID HEIGHT    -        -24.745 (meters)                     GEOID18
 PR0634  DYNAMIC HEIGHT  -        541.565 (meters)     1776.78  (feet) COMP
 PR0634  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 PR0634
 PR0634  VERT ORDER      -  SECOND    CLASS 0
 PR0634
 PR0634.The horizontal coordinates were scaled from a map and have
 PR0634.an estimated accuracy of +/- 6 seconds.
 PR0634
 PR0634.The orthometric height was determined by differential leveling and
 PR0634.adjusted by the NATIONAL GEODETIC SURVEY
 PR0634.in June 1991.
 PR0634
 PR0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0634.GEOID18 height accuracy estimate available here.
 PR0634
 PR0634.Click photographs - Photos may exist for this station.
 PR0634
 PR0634.The dynamic height is computed by dividing the NAVD 88
 PR0634.geopotential number by the normal gravity value computed on the
 PR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0634.degrees latitude (g = 980.6199 gals.).
 PR0634
 PR0634.The modeled gravity was interpolated from observed gravity values.
 PR0634
 PR0634;                    North         East    Units  Estimated Accuracy
 PR0634;SPC SD N     -   104,590.      797,130.      MT  (+/- 180 meters Scaled)
 PR0634
 PR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ179559(NAD 83)
 PR0634
 PR0634                          SUPERSEDED SURVEY CONTROL
 PR0634
 PR0634  NGVD 29 (??/??/92)  541.361  (m)         1776.12   (f) ADJ UNCH    2 0
 PR0634
 PR0634.Superseded values are not recommended for survey control.
 PR0634
 PR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0634.See file dsdata.pdf to determine how the superseded data were derived.
 PR0634
 PR0634_MARKER: DB = BENCH MARK DISK
 PR0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0634_STAMPING: W 56 1934
 PR0634_MARK LOGO: CGS
 PR0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0634+STABILITY: SURFACE MOTION
 PR0634
 PR0634  HISTORY     - Date     Condition        Report By
 PR0634  HISTORY     - 1934     MONUMENTED       CGS
 PR0634
 PR0634                          STATION DESCRIPTION
 PR0634
 PR0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0634'1.6 MI S FROM NAPLES.
 PR0634'1.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0634'PACIFIC RAILROAD FROM THE STATION AT NAPLES, CLARK COUNTY, ABOUT
 PR0634'2 POLES NORTH OF MILEPOST 59, 35 FEET NORTHEAST OF THE TRACK,
 PR0634'AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0634'W 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0274 ***********************************************************************
 QQ0274  DESIGNATION -  W 57
 QQ0274  PID         -  QQ0274
 QQ0274  STATE/COUNTY-  SD/DAY
 QQ0274  COUNTRY     -  US
 QQ0274  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0274
 QQ0274                         *CURRENT SURVEY CONTROL
 QQ0274  ______________________________________________________________________
 QQ0274* NAD 83(1986) POSITION- 45 17 01.     (N) 097 42 56.     (W)   SCALED
 QQ0274* NAVD 88 ORTHO HEIGHT -   550.018 (meters)     1804.52  (feet) ADJUSTED
 QQ0274  ______________________________________________________________________
 QQ0274  GEOID HEIGHT    -        -24.810 (meters)                     GEOID18
 QQ0274  DYNAMIC HEIGHT  -        549.954 (meters)     1804.31  (feet) COMP
 QQ0274  MODELED GRAVITY -    980,481.8   (mgal)                       NAVD 88
 QQ0274
 QQ0274  VERT ORDER      -  SECOND    CLASS 0
 QQ0274
 QQ0274.The horizontal coordinates were scaled from a map and have
 QQ0274.an estimated accuracy of +/- 6 seconds.
 QQ0274
 QQ0274.The orthometric height was determined by differential leveling and
 QQ0274.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0274.in June 1991.
 QQ0274
 QQ0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0274.GEOID18 height accuracy estimate available here.
 QQ0274
 QQ0274.Click photographs - Photos may exist for this station.
 QQ0274
 QQ0274.The dynamic height is computed by dividing the NAVD 88
 QQ0274.geopotential number by the normal gravity value computed on the
 QQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0274.degrees latitude (g = 980.6199 gals.).
 QQ0274
 QQ0274.The modeled gravity was interpolated from observed gravity values.
 QQ0274
 QQ0274;                    North         East    Units  Estimated Accuracy
 QQ0274;SPC SD N     -   163,690.      779,200.      MT  (+/- 180 meters Scaled)
 QQ0274
 QQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR007152(NAD 83)
 QQ0274
 QQ0274                          SUPERSEDED SURVEY CONTROL
 QQ0274
 QQ0274  NGVD 29 (??/??/92)  549.718  (m)         1803.53   (f) ADJ UNCH    2 0
 QQ0274
 QQ0274.Superseded values are not recommended for survey control.
 QQ0274
 QQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0274.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0274
 QQ0274_MARKER: DB = BENCH MARK DISK
 QQ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0274_STAMPING: W 57 1934
 QQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0274+STABILITY: SURFACE MOTION
 QQ0274
 QQ0274  HISTORY     - Date     Condition        Report By
 QQ0274  HISTORY     - 1934     MONUMENTED       CGS
 QQ0274
 QQ0274                          STATION DESCRIPTION
 QQ0274
 QQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0274'1.6 MI N FROM BUTLER.
 QQ0274'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0274'PACIFIC RAILROAD FROM BUTLER, DAY COUNTY, ABOUT 9 POLES NORTH
 QQ0274'OF MILEPOST 98, ABOUT 175 FEET NORTH OF A ROAD CROSSING, 48 FEET
 QQ0274'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER
 QQ0274'THAN THE TRACK.  A STANDARD DISK, STAMPED W 57 1934 AND SET IN
 QQ0274'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0015 ***********************************************************************
 PS0015  DESIGNATION -  W 58
 PS0015  PID         -  PS0015
 PS0015  STATE/COUNTY-  SD/SPINK
 PS0015  COUNTRY     -  US
 PS0015  USGS QUAD   -  DOLAND NW (2017)
 PS0015
 PS0015                         *CURRENT SURVEY CONTROL
 PS0015  ______________________________________________________________________
 PS0015* NAD 83(1986) POSITION- 44 53 27.75   (N) 098 08 03.43   (W)   HD_HELD1
 PS0015* NAVD 88 ORTHO HEIGHT -   408.437 (meters)     1340.01  (feet) ADJUSTED
 PS0015  ______________________________________________________________________
 PS0015  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 PS0015  DYNAMIC HEIGHT  -        408.394 (meters)     1339.87  (feet) COMP
 PS0015  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 PS0015
 PS0015  VERT ORDER      -  SECOND    CLASS 0
 PS0015
 PS0015.The horizontal coordinates were determined by differentially corrected
 PS0015.hand held GPS observations or other comparable positioning techniques
 PS0015.and have an estimated accuracy of +/- 3 meters.
 PS0015
 PS0015.The orthometric height was determined by differential leveling and
 PS0015.adjusted by the NATIONAL GEODETIC SURVEY
 PS0015.in June 1991.
 PS0015
 PS0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0015.GEOID18 height accuracy estimate available here.
 PS0015
 PS0015.Click photographs - Photos may exist for this station.
 PS0015
 PS0015.The dynamic height is computed by dividing the NAVD 88
 PS0015.geopotential number by the normal gravity value computed on the
 PS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0015.degrees latitude (g = 980.6199 gals.).
 PS0015
 PS0015.The modeled gravity was interpolated from observed gravity values.
 PS0015
 PS0015;                    North         East    Units  Estimated Accuracy
 PS0015;SPC SD N     -   119,232.9     747,362.7     MT  (+/- 3 meters HH1 GPS) 
 PS0015
 PS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6836071211(NAD 83)
 PS0015
 PS0015                          SUPERSEDED SURVEY CONTROL
 PS0015
 PS0015  NGVD 29 (??/??/92)  408.159  (m)         1339.10   (f) ADJ UNCH    2 0
 PS0015
 PS0015.Superseded values are not recommended for survey control.
 PS0015
 PS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0015.See file dsdata.pdf to determine how the superseded data were derived.
 PS0015
 PS0015_MARKER: DB = BENCH MARK DISK
 PS0015_STAMPING: W 58 1934
 PS0015_MARK LOGO: CGS
 PS0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0015
 PS0015  HISTORY     - Date     Condition        Report By
 PS0015  HISTORY     - 1934     MONUMENTED       CGS
 PS0015  HISTORY     - 1971     GOOD             USGS
 PS0015  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0015
 PS0015                          STATION DESCRIPTION
 PS0015
 PS0015'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PS0015'1.9 MI W FROM DOLAND.
 PS0015'DOLAND, 1.9 MI. W. OF, IN NW 1/4 OF SEC. 2, T116N, R61W,
 PS0015'ON OLD RAILROAD GRADE, 1294 FT. E. OF RD., 35 FT. N. OF OLD R-RD.
 PS0015'GRADE, 63 FT. S. OF A FENCE, 1.0 FT. S. OF WITNESS SIGN.  A STANDARD
 PS0015'TABLET STAMPED W 58 1934.  NOTE-- RAILROAD HAS BEEN DISMANTLED.
 PS0015
 PS0015                          STATION RECOVERY (1995)
 PS0015
 PS0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0015'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0015'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0075 ***********************************************************************
 QR0075  DESIGNATION -  W 59
 QR0075  PID         -  QR0075
 QR0075  STATE/COUNTY-  SD/SPINK
 QR0075  COUNTRY     -  US
 QR0075  USGS QUAD   -  MELLETTE (2017)
 QR0075
 QR0075                         *CURRENT SURVEY CONTROL
 QR0075  ______________________________________________________________________
 QR0075* NAD 83(1986) POSITION- 45 08 04.28   (N) 098 29 44.05   (W)   HD_HELD1
 QR0075* NAVD 88 ORTHO HEIGHT -   394.812 (meters)     1295.31  (feet) ADJUSTED
 QR0075  ______________________________________________________________________
 QR0075  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 QR0075  DYNAMIC HEIGHT  -        394.775 (meters)     1295.19  (feet) COMP
 QR0075  MODELED GRAVITY -    980,509.5   (mgal)                       NAVD 88
 QR0075
 QR0075  VERT ORDER      -  SECOND    CLASS 0
 QR0075
 QR0075.The horizontal coordinates were determined by differentially corrected
 QR0075.hand held GPS observations or other comparable positioning techniques
 QR0075.and have an estimated accuracy of +/- 3 meters.
 QR0075
 QR0075.The orthometric height was determined by differential leveling and
 QR0075.adjusted by the NATIONAL GEODETIC SURVEY
 QR0075.in June 1991.
 QR0075
 QR0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0075.GEOID18 height accuracy estimate available here.
 QR0075
 QR0075.Click photographs - Photos may exist for this station.
 QR0075
 QR0075.The dynamic height is computed by dividing the NAVD 88
 QR0075.geopotential number by the normal gravity value computed on the
 QR0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0075.degrees latitude (g = 980.6199 gals.).
 QR0075
 QR0075.The modeled gravity was interpolated from observed gravity values.
 QR0075
 QR0075;                    North         East    Units  Estimated Accuracy
 QR0075;SPC SD N     -   145,691.1     718,327.8     MT  (+/- 3 meters HH1 GPS) 
 QR0075
 QR0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3966398018(NAD 83)
 QR0075
 QR0075                          SUPERSEDED SURVEY CONTROL
 QR0075
 QR0075  NGVD 29 (??/??/92)  394.525  (m)         1294.37   (f) ADJ UNCH    2 0
 QR0075
 QR0075.Superseded values are not recommended for survey control.
 QR0075
 QR0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0075.See file dsdata.pdf to determine how the superseded data were derived.
 QR0075
 QR0075_MARKER: DB = BENCH MARK DISK
 QR0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0075_STAMPING: W 59 1934
 QR0075_MARK LOGO: CGS
 QR0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0075+STABILITY: SURFACE MOTION
 QR0075
 QR0075  HISTORY     - Date     Condition        Report By
 QR0075  HISTORY     - 1934     MONUMENTED       CGS
 QR0075
 QR0075                          STATION DESCRIPTION
 QR0075
 QR0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0075'1.5 MI S FROM MELLETTE.
 QR0075'1.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0075'PACIFIC RAILWAY FROM MELLETTE, SPINK COUNTY, ABOUT 15 POLES
 QR0075'NORTH OF MILEPOST 105, 38 FEET WEST OF THE CENTER LINE OF THE
 QR0075'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QR0075'STAMPED W 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0011 ***********************************************************************
 OR0011  DESIGNATION -  W 6
 OR0011  PID         -  OR0011
 OR0011  STATE/COUNTY-  SD/DAVISON
 OR0011  COUNTRY     -  US
 OR0011  USGS QUAD   -  MITCHELL (2017)
 OR0011
 OR0011                         *CURRENT SURVEY CONTROL
 OR0011  ______________________________________________________________________
 OR0011* NAD 83(1986) POSITION- 43 42 26.     (N) 098 01 47.     (W)   SCALED
 OR0011* NAVD 88 ORTHO HEIGHT -   394.508 (meters)     1294.32  (feet) ADJUSTED
 OR0011  ______________________________________________________________________
 OR0011  GEOID HEIGHT    -        -26.160 (meters)                     GEOID18
 OR0011  DYNAMIC HEIGHT  -        394.410 (meters)     1293.99  (feet) COMP
 OR0011  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 OR0011
 OR0011  VERT ORDER      -  FIRST     CLASS II
 OR0011
 OR0011.The horizontal coordinates were scaled from a map and have
 OR0011.an estimated accuracy of +/- 6 seconds.
 OR0011
 OR0011.The orthometric height was determined by differential leveling and
 OR0011.adjusted by the NATIONAL GEODETIC SURVEY
 OR0011.in September 1993.
 OR0011
 OR0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0011.GEOID18 height accuracy estimate available here.
 OR0011
 OR0011.Click photographs - Photos may exist for this station.
 OR0011
 OR0011.The dynamic height is computed by dividing the NAVD 88
 OR0011.geopotential number by the normal gravity value computed on the
 OR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0011.degrees latitude (g = 980.6199 gals.).
 OR0011
 OR0011.The modeled gravity was interpolated from observed gravity values.
 OR0011
 OR0011;                    North         East    Units  Estimated Accuracy
 OR0011;SPC SD S     -   155,200.      785,630.      MT  (+/- 180 meters Scaled)
 OR0011
 OR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP781398(NAD 83)
 OR0011
 OR0011                          SUPERSEDED SURVEY CONTROL
 OR0011
 OR0011  NAVD 88 (06/15/91)  394.437  (m)         1294.08   (f) SUPERSEDED  1 2
 OR0011  NGVD 29 (??/??/92)  394.141  (m)         1293.11   (f) ADJ UNCH    1 2
 OR0011
 OR0011.Superseded values are not recommended for survey control.
 OR0011
 OR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0011.See file dsdata.pdf to determine how the superseded data were derived.
 OR0011
 OR0011_MARKER: DB = BENCH MARK DISK
 OR0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0011_SP_SET: HEADWALL
 OR0011_STAMPING: W 6 1925
 OR0011_MARK LOGO: CGS
 OR0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0011+STABILITY: SURFACE MOTION
 OR0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0011+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 OR0011
 OR0011  HISTORY     - Date     Condition        Report By
 OR0011  HISTORY     - 1925     MONUMENTED       CGS
 OR0011  HISTORY     - 1935     GOOD             CGS
 OR0011  HISTORY     - 19910622 GOOD             NGS
 OR0011  HISTORY     - 19950630 GOOD             NGS
 OR0011
 OR0011                          STATION DESCRIPTION
 OR0011
 OR0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0011'AT MITCHELL.
 OR0011'AT MITCHELL, DAVISON COUNTY, ABOUT 3 BLOCKS WEST ALONG THE
 OR0011'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION,
 OR0011'ABOUT 50 YARDS SOUTH OF THE TRACK, AT A CONCRETE-SLAB HIGHWAY
 OR0011'BRIDGE, AND IN THE TOP OF THE NORTHEAST WING WALL.  A STANDARD
 OR0011'DISK, STAMPED W 6 1925.
 OR0011
 OR0011                          STATION RECOVERY (1935)
 OR0011
 OR0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0011'RECOVERED IN GOOD CONDITION.
 OR0011
 OR0011                          STATION RECOVERY (1991)
 OR0011
 OR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0011'IN MITCHELL, AT THE INTERSECTION OF SOUTH SANBORN BOULEVARD AND BIRCH
 OR0011'AVENUE, IN THE NORTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT
 OR0011'SPANNING DRY RUN, 114.5 M (375.7 FT) NORTH OF THE CENTER OF THE
 OR0011'AVENUE, 31.4 M (103.0 FT) EAST OF THE CENTER OF THE BOULEVARD
 OR0011'(OVERPASS), 7.0 M (23.0 FT) BELOW THE LEVEL OF THE BOULEVARD, AND
 OR0011'LEVEL WITH THE AVENUE.
 OR0011
 OR0011                          STATION RECOVERY (1995)
 OR0011
 OR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0011'IN MITCHELL, AT THE INTERSECTION OF SOUTH SANBORN BOULEVARD AND BIRCH
 OR0011'AVENUE, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE
 OR0011'EAST CONCRETE HEADWALL OF A CULVERT SPANNING DRY RUN CREEK, 114.5 M
 OR0011'(375.7 FT) NORTH OF AND LEVEL WITH THE AVENUE CENTER, AND 31.4 M
 OR0011'(103.0 FT) EAST OF THE BOULEVARD CENTER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0007 ***********************************************************************
 QR0007  DESIGNATION -  W 60
 QR0007  PID         -  QR0007
 QR0007  STATE/COUNTY-  SD/BROWN
 QR0007  COUNTRY     -  US
 QR0007  USGS QUAD   -  COLUMBIA (2017)
 QR0007
 QR0007                         *CURRENT SURVEY CONTROL
 QR0007  ______________________________________________________________________
 QR0007* NAD 83(1986) POSITION- 45 35 56.     (N) 098 21 09.     (W)   SCALED
 QR0007* NAVD 88 ORTHO HEIGHT -   396.413 (meters)     1300.57  (feet) ADJUSTED
 QR0007  ______________________________________________________________________
 QR0007  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 QR0007  DYNAMIC HEIGHT  -        396.386 (meters)     1300.48  (feet) COMP
 QR0007  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 QR0007
 QR0007  VERT ORDER      -  FIRST     CLASS II
 QR0007
 QR0007.The horizontal coordinates were scaled from a map and have
 QR0007.an estimated accuracy of +/- 6 seconds.
 QR0007
 QR0007.The orthometric height was determined by differential leveling and
 QR0007.adjusted by the NATIONAL GEODETIC SURVEY
 QR0007.in June 1991.
 QR0007
 QR0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0007.GEOID18 height accuracy estimate available here.
 QR0007
 QR0007.Click photographs - Photos may exist for this station.
 QR0007
 QR0007.The dynamic height is computed by dividing the NAVD 88
 QR0007.geopotential number by the normal gravity value computed on the
 QR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0007.degrees latitude (g = 980.6199 gals.).
 QR0007
 QR0007.The modeled gravity was interpolated from observed gravity values.
 QR0007
 QR0007;                    North         East    Units  Estimated Accuracy
 QR0007;SPC SD N     -   197,510.      728,530.      MT  (+/- 180 meters Scaled)
 QR0007
 QR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR504496(NAD 83)
 QR0007
 QR0007                          SUPERSEDED SURVEY CONTROL
 QR0007
 QR0007  NGVD 29 (??/??/92)  396.108  (m)         1299.56   (f) ADJ UNCH    1 2
 QR0007
 QR0007.Superseded values are not recommended for survey control.
 QR0007
 QR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0007.See file dsdata.pdf to determine how the superseded data were derived.
 QR0007
 QR0007_MARKER: DB = BENCH MARK DISK
 QR0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0007_STAMPING: W 60 1934
 QR0007_MARK LOGO: CGS
 QR0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0007+STABILITY: SURFACE MOTION
 QR0007
 QR0007  HISTORY     - Date     Condition        Report By
 QR0007  HISTORY     - 1934     MONUMENTED       CGS
 QR0007  HISTORY     - 1941     GOOD             CGS
 QR0007
 QR0007                          STATION DESCRIPTION
 QR0007
 QR0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0007'2.4 MI S FROM COLUMBIA.
 QR0007'2.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0007'THE STATION AT COLUMBIA, BROWN COUNTY, ABOUT 7 POLES NORTHEAST OF
 QR0007'MILEPOST 94, AT A ROAD CROSSING, 45 FEET SOUTHEAST OF THE CENTER
 QR0007'LINE OF THE ROAD, 7 FEET SOUTHWEST OF A POLE, AND ABOUT 3 FEET
 QR0007'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 60 1934 AND SET
 QR0007'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0305 ***********************************************************************
 QQ0305  DESIGNATION -  W 61
 QQ0305  PID         -  QQ0305
 QQ0305  STATE/COUNTY-  SD/MARSHALL
 QQ0305  COUNTRY     -  US
 QQ0305  USGS QUAD   -  BRITTON WEST (2017)
 QQ0305
 QQ0305                         *CURRENT SURVEY CONTROL
 QQ0305  ______________________________________________________________________
 QQ0305* NAD 83(1986) POSITION- 45 48 31.     (N) 097 45 00.     (W)   SCALED
 QQ0305* NAVD 88 ORTHO HEIGHT -   397.974 (meters)     1305.69  (feet) ADJUSTED
 QQ0305  ______________________________________________________________________
 QQ0305  GEOID HEIGHT    -        -25.381 (meters)                     GEOID18
 QQ0305  DYNAMIC HEIGHT  -        397.956 (meters)     1305.63  (feet) COMP
 QQ0305  MODELED GRAVITY -    980,557.8   (mgal)                       NAVD 88
 QQ0305
 QQ0305  VERT ORDER      -  SECOND    CLASS 0
 QQ0305
 QQ0305.The horizontal coordinates were scaled from a map and have
 QQ0305.an estimated accuracy of +/- 6 seconds.
 QQ0305
 QQ0305.The orthometric height was determined by differential leveling and
 QQ0305.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0305.in June 1991.
 QQ0305
 QQ0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0305.GEOID18 height accuracy estimate available here.
 QQ0305
 QQ0305.Click photographs - Photos may exist for this station.
 QQ0305
 QQ0305.The dynamic height is computed by dividing the NAVD 88
 QQ0305.geopotential number by the normal gravity value computed on the
 QQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0305.degrees latitude (g = 980.6199 gals.).
 QQ0305
 QQ0305.The modeled gravity was interpolated from observed gravity values.
 QQ0305
 QQ0305;                    North         East    Units  Estimated Accuracy
 QQ0305;SPC SD N     -   221,940.      774,880.      MT  (+/- 180 meters Scaled)
 QQ0305
 QQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR971735(NAD 83)
 QQ0305
 QQ0305                          SUPERSEDED SURVEY CONTROL
 QQ0305
 QQ0305  NGVD 29 (??/??/92)  397.696  (m)         1304.77   (f) ADJ UNCH    2 0
 QQ0305
 QQ0305.Superseded values are not recommended for survey control.
 QQ0305
 QQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0305.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0305
 QQ0305_MARKER: DB = BENCH MARK DISK
 QQ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0305_STAMPING: W 61 1934
 QQ0305_MARK LOGO: CGS
 QQ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0305+STABILITY: SURFACE MOTION
 QQ0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0305+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1988
 QQ0305
 QQ0305  HISTORY     - Date     Condition        Report By
 QQ0305  HISTORY     - 1934     MONUMENTED       CGS
 QQ0305  HISTORY     - 19881115 GOOD             NGS
 QQ0305
 QQ0305                          STATION DESCRIPTION
 QQ0305
 QQ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0305'1.3 MI N FROM BRITTON.
 QQ0305'1.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0305'RAILROAD FROM THE LIBRARY AT BRITTON, MARSHALL COUNTY, ABOUT 150
 QQ0305'FEET NORTH OF THE CROSSING OF COUNTY ROAD 6, AT A 2-FOOT
 QQ0305'CORRUGATED-IRON CULVERT UNDER THE ROAD, IN THE TOP OF THE NORTH
 QQ0305'END OF THE WEST CONCRETE RETAINING WALL, AND 21 FEET EAST OF THE
 QQ0305'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED W 61 1934.
 QQ0305
 QQ0305                          STATION RECOVERY (1988)
 QQ0305
 QQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QQ0305'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTH OF BRITTON, 0.56
 QQ0305'KM (0.35 MI) SOUTH OF THE BRITTON AIRPORT ENTRANCE ROAD, IN THE
 QQ0305'NORTHWEST QUADRANT OF A NORTHERN BURLINGTON RAILROAD CROSSING.
 QQ0305'OWNERSHIP--STATE OF SOUTH DAKOTA.
 QQ0305'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10, STATE ROUTE
 QQ0305'27 SOUTH AND MAIN STREET, AT THE SOUTH EDGE OF BRITTON, GO NORTH ALONG
 QQ0305'MAIN STREET FOR 1.9 KM (1.20 MI) TO THE STATION IN THE NORTHWEST
 QQ0305'QUADRANT OF THE RAILROAD CROSSING.
 QQ0305'THE STATION IS SET 45.73 M (150.0 FT) NORTH OF THE RAILROAD CROSSING,
 QQ0305'5.6 M (18.4 FT) WEST OF THE CENTERLINE OF THE ROAD, 1.83 M (6.0 FT)
 QQ0305'NORTHWEST OF A RAILROAD CROSSING SIGN, 0.31 M (1.0 FT) SOUTH OF THE
 QQ0305'NORTH END OF THE WEST HEADWALL OF A 36 INCH PIPE CULVERT AND 0.61 M
 QQ0305'(2.0 FT) BELOW THE LEVEL OF THE ROAD.
 QQ0305'AN 8-FOOT TRIPOD IS REQUIRED.
 QQ0305'DESCRIBED BY G.F.SMITH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0183 ***********************************************************************
 QQ0183  DESIGNATION -  W 62
 QQ0183  PID         -  QQ0183
 QQ0183  STATE/COUNTY-  SD/ROBERTS
 QQ0183  COUNTRY     -  US
 QQ0183  USGS QUAD   -  SISSETON (2017)
 QQ0183
 QQ0183                         *CURRENT SURVEY CONTROL
 QQ0183  ______________________________________________________________________
 QQ0183* NAD 83(1986) POSITION- 45 39 38.     (N) 097 06 02.     (W)   SCALED
 QQ0183* NAVD 88 ORTHO HEIGHT -   431.792 (meters)     1416.64  (feet) ADJUSTED
 QQ0183  ______________________________________________________________________
 QQ0183  GEOID HEIGHT    -        -25.663 (meters)                     GEOID18
 QQ0183  DYNAMIC HEIGHT  -        431.763 (meters)     1416.54  (feet) COMP
 QQ0183  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 QQ0183
 QQ0183  VERT ORDER      -  SECOND    CLASS 0
 QQ0183
 QQ0183.The horizontal coordinates were scaled from a map and have
 QQ0183.an estimated accuracy of +/- 6 seconds.
 QQ0183
 QQ0183.The orthometric height was determined by differential leveling and
 QQ0183.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0183.in June 1991.
 QQ0183
 QQ0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0183.GEOID18 height accuracy estimate available here.
 QQ0183
 QQ0183.Click photographs - Photos may exist for this station.
 QQ0183
 QQ0183.The dynamic height is computed by dividing the NAVD 88
 QQ0183.geopotential number by the normal gravity value computed on the
 QQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0183.degrees latitude (g = 980.6199 gals.).
 QQ0183
 QQ0183.The modeled gravity was interpolated from observed gravity values.
 QQ0183
 QQ0183;                    North         East    Units  Estimated Accuracy
 QQ0183;SPC SD N     -   207,100.      825,920.      MT  (+/- 180 meters Scaled)
 QQ0183
 QQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR479580(NAD 83)
 QQ0183
 QQ0183                          SUPERSEDED SURVEY CONTROL
 QQ0183
 QQ0183  NGVD 29 (??/??/92)  431.536  (m)         1415.80   (f) ADJ UNCH    2 0
 QQ0183
 QQ0183.Superseded values are not recommended for survey control.
 QQ0183
 QQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0183.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0183
 QQ0183_MARKER: DB = BENCH MARK DISK
 QQ0183_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0183_SP_SET: CULVERT
 QQ0183_STAMPING: W 62 1934
 QQ0183_MARK LOGO: CGS
 QQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0183+STABILITY: SURFACE MOTION
 QQ0183
 QQ0183  HISTORY     - Date     Condition        Report By
 QQ0183  HISTORY     - 1934     MONUMENTED       CGS
 QQ0183
 QQ0183                          STATION DESCRIPTION
 QQ0183
 QQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0183'2 MI W FROM SISSETON.
 QQ0183'2.0 MILES WEST ALONG STATE HIGHWAY 10 FROM SISSETON, ROBERTS
 QQ0183'COUNTY, AT A STOCK PASS, AT A 4-FOOT CONCRETE CULVERT, AND IN
 QQ0183'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE FOOT
 QQ0183'WALL.  A STANDARD DISK, STAMPED W 62 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0342 ***********************************************************************
 QS0342  DESIGNATION -  W 65
 QS0342  PID         -  QS0342
 QS0342  STATE/COUNTY-  SD/CORSON
 QS0342  COUNTRY     -  US
 QS0342  USGS QUAD   -  MAHTO (2017)
 QS0342
 QS0342                         *CURRENT SURVEY CONTROL
 QS0342  ______________________________________________________________________
 QS0342* NAD 83(1986) POSITION- 45 45 34.     (N) 100 40 43.     (W)   SCALED
 QS0342* NAVD 88 ORTHO HEIGHT -   552.672 (meters)     1813.22  (feet) ADJUSTED
 QS0342  ______________________________________________________________________
 QS0342  GEOID HEIGHT    -        -21.297 (meters)                     GEOID18
 QS0342  DYNAMIC HEIGHT  -        552.636 (meters)     1813.11  (feet) COMP
 QS0342  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 QS0342
 QS0342  VERT ORDER      -  SECOND    CLASS 0
 QS0342
 QS0342.The horizontal coordinates were scaled from a map and have
 QS0342.an estimated accuracy of +/- 6 seconds.
 QS0342
 QS0342.The orthometric height was determined by differential leveling and
 QS0342.adjusted by the NATIONAL GEODETIC SURVEY
 QS0342.in June 1991.
 QS0342
 QS0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0342.GEOID18 height accuracy estimate available here.
 QS0342
 QS0342.Click photographs - Photos may exist for this station.
 QS0342
 QS0342.The dynamic height is computed by dividing the NAVD 88
 QS0342.geopotential number by the normal gravity value computed on the
 QS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0342.degrees latitude (g = 980.6199 gals.).
 QS0342
 QS0342.The modeled gravity was interpolated from observed gravity values.
 QS0342
 QS0342;                    North         East    Units  Estimated Accuracy
 QS0342;SPC SD N     -   214,270.      547,210.      MT  (+/- 180 meters Scaled)
 QS0342
 QS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR694686(NAD 83)
 QS0342
 QS0342                          SUPERSEDED SURVEY CONTROL
 QS0342
 QS0342  NGVD 29 (??/??/92)  552.282  (m)         1811.95   (f) ADJ UNCH    2 0
 QS0342
 QS0342.Superseded values are not recommended for survey control.
 QS0342
 QS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0342.See file dsdata.pdf to determine how the superseded data were derived.
 QS0342
 QS0342_MARKER: DB = BENCH MARK DISK
 QS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0342_STAMPING: W 65 1934
 QS0342_MARK LOGO: CGS
 QS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0342+STABILITY: SURFACE MOTION
 QS0342
 QS0342  HISTORY     - Date     Condition        Report By
 QS0342  HISTORY     - 1934     MONUMENTED       CGS
 QS0342  HISTORY     - 1945     GOOD             CGS
 QS0342  HISTORY     - 1953     GOOD             CGS
 QS0342
 QS0342                          STATION DESCRIPTION
 QS0342
 QS0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0342'AT MAHTO.
 QS0342'AT MAHTO, CORSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0342'PACIFIC RAILROAD, ONE POLE EAST OF THE STATION, 45 FEET SOUTH
 QS0342'OF THE CENTER LINE OF THE TRACK, 4 FEET NORTHEAST OF A POLE,
 QS0342'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0342'W 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0342
 QS0342                          STATION RECOVERY (1953)
 QS0342
 QS0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0054 ***********************************************************************
 QS0054  DESIGNATION -  W 66
 QS0054  PID         -  QS0054
 QS0054  STATE/COUNTY-  SD/CAMPBELL
 QS0054  COUNTRY     -  US
 QS0054  USGS QUAD   -  HERREID (2017)
 QS0054
 QS0054                         *CURRENT SURVEY CONTROL
 QS0054  ______________________________________________________________________
 QS0054* NAD 83(1986) POSITION- 45 50 23.     (N) 100 02 50.     (W)   SCALED
 QS0054* NAVD 88 ORTHO HEIGHT -   516.547 (meters)     1694.70  (feet) ADJUSTED
 QS0054  ______________________________________________________________________
 QS0054  GEOID HEIGHT    -        -22.169 (meters)                     GEOID18
 QS0054  DYNAMIC HEIGHT  -        516.518 (meters)     1694.61  (feet) COMP
 QS0054  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 QS0054
 QS0054  VERT ORDER      -  SECOND    CLASS 0
 QS0054
 QS0054.The horizontal coordinates were scaled from a map and have
 QS0054.an estimated accuracy of +/- 6 seconds.
 QS0054
 QS0054.The orthometric height was determined by differential leveling and
 QS0054.adjusted by the NATIONAL GEODETIC SURVEY
 QS0054.in June 1991.
 QS0054
 QS0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0054.GEOID18 height accuracy estimate available here.
 QS0054
 QS0054.Click photographs - Photos may exist for this station.
 QS0054
 QS0054.The dynamic height is computed by dividing the NAVD 88
 QS0054.geopotential number by the normal gravity value computed on the
 QS0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0054.degrees latitude (g = 980.6199 gals.).
 QS0054
 QS0054.The modeled gravity was interpolated from observed gravity values.
 QS0054
 QS0054;                    North         East    Units  Estimated Accuracy
 QS0054;SPC SD N     -   222,970.      596,330.      MT  (+/- 180 meters Scaled)
 QS0054
 QS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR186767(NAD 83)
 QS0054
 QS0054                          SUPERSEDED SURVEY CONTROL
 QS0054
 QS0054  NGVD 29 (??/??/92)  516.158  (m)         1693.43   (f) ADJ UNCH    2 0
 QS0054
 QS0054.Superseded values are not recommended for survey control.
 QS0054
 QS0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0054.See file dsdata.pdf to determine how the superseded data were derived.
 QS0054
 QS0054_MARKER: DB = BENCH MARK DISK
 QS0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0054_STAMPING: W 66 1934
 QS0054_MARK LOGO: CGS
 QS0054_PROJECTION: FLUSH
 QS0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0054+STABILITY: SURFACE MOTION
 QS0054
 QS0054  HISTORY     - Date     Condition        Report By
 QS0054  HISTORY     - 1934     MONUMENTED       CGS
 QS0054  HISTORY     - 1945     GOOD             CGS
 QS0054
 QS0054                          STATION DESCRIPTION
 QS0054
 QS0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0054'1.1 MI NE FROM HERREID.
 QS0054'1.1 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QS0054'STE. MARIE RAILWAY FROM THE STATION AT HERREID, CAMPBELL COUNTY,
 QS0054'31 FEET SOUTHWEST OF THE THIRD POLE NORTHEAST OF MILEPOST 397,
 QS0054'38.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 49 FEET SOUTH OF AN
 QS0054'EAST-AND-WEST ROAD, 0.7 FOOT NORTH OF A WHITE POST, AND ABOUT
 QS0054'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 66 1934
 QS0054'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 QS0054'ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QS0054'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0198 ***********************************************************************
 QS0198  DESIGNATION -  W 67
 QS0198  PID         -  QS0198
 QS0198  STATE/COUNTY-  SD/WALWORTH
 QS0198  COUNTRY     -  US
 QS0198  USGS QUAD   -  AKASKA NE (2017)
 QS0198
 QS0198                         *CURRENT SURVEY CONTROL
 QS0198  ______________________________________________________________________
 QS0198* NAD 83(1986) POSITION- 45 23 29.     (N) 100 01 53.     (W)   SCALED
 QS0198* NAVD 88 ORTHO HEIGHT -   614.135 (meters)     2014.87  (feet) ADJUSTED
 QS0198  ______________________________________________________________________
 QS0198  GEOID HEIGHT    -        -22.211 (meters)                     GEOID18
 QS0198  DYNAMIC HEIGHT  -        614.068 (meters)     2014.65  (feet) COMP
 QS0198  MODELED GRAVITY -    980,488.3   (mgal)                       NAVD 88
 QS0198
 QS0198  VERT ORDER      -  SECOND    CLASS 0
 QS0198
 QS0198.The horizontal coordinates were scaled from a map and have
 QS0198.an estimated accuracy of +/- 6 seconds.
 QS0198
 QS0198.The orthometric height was determined by differential leveling and
 QS0198.adjusted by the NATIONAL GEODETIC SURVEY
 QS0198.in June 1991.
 QS0198
 QS0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0198.GEOID18 height accuracy estimate available here.
 QS0198
 QS0198.Click photographs - Photos may exist for this station.
 QS0198
 QS0198.The dynamic height is computed by dividing the NAVD 88
 QS0198.geopotential number by the normal gravity value computed on the
 QS0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0198.degrees latitude (g = 980.6199 gals.).
 QS0198
 QS0198.The modeled gravity was interpolated from observed gravity values.
 QS0198
 QS0198;                    North         East    Units  Estimated Accuracy
 QS0198;SPC SD N     -   173,140.      597,540.      MT  (+/- 180 meters Scaled)
 QS0198
 QS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR192269(NAD 83)
 QS0198
 QS0198                          SUPERSEDED SURVEY CONTROL
 QS0198
 QS0198  NGVD 29 (??/??/92)  613.762  (m)         2013.65   (f) ADJ UNCH    2 0
 QS0198
 QS0198.Superseded values are not recommended for survey control.
 QS0198
 QS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0198.See file dsdata.pdf to determine how the superseded data were derived.
 QS0198
 QS0198_MARKER: DB = BENCH MARK DISK
 QS0198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0198_SP_SET: BOX CULVERT HEADWALL
 QS0198_STAMPING: W 67 1934
 QS0198_MARK LOGO: CGS
 QS0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0198+STABILITY: SURFACE MOTION
 QS0198
 QS0198  HISTORY     - Date     Condition        Report By
 QS0198  HISTORY     - 1934     MONUMENTED       CGS
 QS0198  HISTORY     - 1940     GOOD             CGS
 QS0198  HISTORY     - 1974     MARK NOT FOUND   USGS
 QS0198  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0198
 QS0198                          STATION DESCRIPTION
 QS0198
 QS0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0198'8.5 MI S FROM SELBY.
 QS0198'8.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0198'SELBY, WALWORTH COUNTY, 0.2 MILE EAST OF A CURVE, AT A 3- BY
 QS0198'6-FOOT CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 QS0198'NORTH HEADWALL, 12.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QS0198'21 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 6.8 FEET WEST OF A
 QS0198'WHITE WOODEN WITNESS POST, AND 3.1 FEET HIGHER THAN THE HIGHWAY.
 QS0198'A STANDARD DISK, STAMPED W 67 1934.  NOTE-- ROAD CONSTRUCTION,
 QS0198'CONCRETE BOX CULVERT REPLACED BY METAL CULVERT.
 QS0198
 QS0198                          STATION RECOVERY (1974)
 QS0198
 QS0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QS0198'MARK NOT FOUND.
 QS0198
 QS0198                          STATION RECOVERY (1997)
 QS0198
 QS0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0198'THERE IS A NEW CULVERT AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0208 ***********************************************************************
 QS0208  DESIGNATION -  W 68 RESET
 QS0208  PID         -  QS0208
 QS0208  STATE/COUNTY-  SD/POTTER
 QS0208  COUNTRY     -  US
 QS0208  USGS QUAD   -  LAKE HURLEY SE (2017)
 QS0208
 QS0208                         *CURRENT SURVEY CONTROL
 QS0208  ______________________________________________________________________
 QS0208* NAD 83(1986) POSITION- 45 00 44.     (N) 100 05 40.     (W)   SCALED
 QS0208* NAVD 88 ORTHO HEIGHT -   592.055 (meters)     1942.43  (feet) ADJUSTED
 QS0208  ______________________________________________________________________
 QS0208  GEOID HEIGHT    -        -22.530 (meters)                     GEOID18
 QS0208  DYNAMIC HEIGHT  -        591.963 (meters)     1942.13  (feet) COMP
 QS0208  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 QS0208
 QS0208  VERT ORDER      -  FIRST     CLASS II
 QS0208
 QS0208.The horizontal coordinates were scaled from a map and have
 QS0208.an estimated accuracy of +/- 6 seconds.
 QS0208
 QS0208.The orthometric height was determined by differential leveling and
 QS0208.adjusted by the NATIONAL GEODETIC SURVEY
 QS0208.in June 1991.
 QS0208
 QS0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0208.GEOID18 height accuracy estimate available here.
 QS0208
 QS0208.Click photographs - Photos may exist for this station.
 QS0208
 QS0208.The dynamic height is computed by dividing the NAVD 88
 QS0208.geopotential number by the normal gravity value computed on the
 QS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0208.degrees latitude (g = 980.6199 gals.).
 QS0208
 QS0208.The modeled gravity was interpolated from observed gravity values.
 QS0208
 QS0208;                    North         East    Units  Estimated Accuracy
 QS0208;SPC SD N     -   131,010.      592,560.      MT  (+/- 180 meters Scaled)
 QS0208
 QS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ137848(NAD 83)
 QS0208
 QS0208                          SUPERSEDED SURVEY CONTROL
 QS0208
 QS0208  NGVD 29 (??/??/92)  591.679  (m)         1941.20   (f) ADJ UNCH    1 2
 QS0208
 QS0208.Superseded values are not recommended for survey control.
 QS0208
 QS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0208.See file dsdata.pdf to determine how the superseded data were derived.
 QS0208
 QS0208_MARKER: DB = BENCH MARK DISK
 QS0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0208_SP_SET: HEADWALL
 QS0208_STAMPING: W 68 RESET 1940
 QS0208_MARK LOGO: CGS
 QS0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0208+STABILITY: SURFACE MOTION
 QS0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0208+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QS0208
 QS0208  HISTORY     - Date     Condition        Report By
 QS0208  HISTORY     - 1940     MONUMENTED       SDHD
 QS0208  HISTORY     - 19960425 GOOD             NGS
 QS0208
 QS0208                          STATION DESCRIPTION
 QS0208
 QS0208'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1940
 QS0208'6.7 MI W FROM GETTYSBURG.
 QS0208'6.7 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2 MILE
 QS0208'NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, AT THE
 QS0208'FOOT OF A LONG SLOPE, IN THE TOP OF THE EAST END OF THE SOUTH
 QS0208'HEAD WALL OF A DOUBLE 4- BY 24-FOOT CONCRETE BOX CULVERT, ABOUT
 QS0208'20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 QS0208'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 68
 QS0208'RESET 1940.
 QS0208
 QS0208                          STATION RECOVERY (1996)
 QS0208
 QS0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0208'11.1 KM (6.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0208'EXENE STREET IN GETTYSBURG, IN TOP OF AND 0.5 M (1.6 FT) WEST OF THE
 QS0208'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 QS0208'HIGHWAY, 535.0 M (1755.2 FT) WEST OF MILEPOST 219, 6.0 M (19.7 FT)
 QS0208'SOUTH OF THE HIGHWAY CENTER, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QS0208'ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0310 ***********************************************************************
 QS0310  DESIGNATION -  W 69
 QS0310  PID         -  QS0310
 QS0310  STATE/COUNTY-  SD/DEWEY
 QS0310  COUNTRY     -  US
 QS0310  USGS QUAD   -  LA PLANT SW (2017)
 QS0310
 QS0310                         *CURRENT SURVEY CONTROL
 QS0310  ______________________________________________________________________
 QS0310* NAD 83(1986) POSITION- 45 06 52.     (N) 100 41 18.     (W)   SCALED
 QS0310* NAVD 88 ORTHO HEIGHT -   625.910 (meters)     2053.51  (feet) ADJUSTED
 QS0310  ______________________________________________________________________
 QS0310  GEOID HEIGHT    -        -22.068 (meters)                     GEOID18
 QS0310  DYNAMIC HEIGHT  -        625.798 (meters)     2053.14  (feet) COMP
 QS0310  MODELED GRAVITY -    980,416.6   (mgal)                       NAVD 88
 QS0310
 QS0310  VERT ORDER      -  SECOND    CLASS 0
 QS0310
 QS0310.The horizontal coordinates were scaled from a map and have
 QS0310.an estimated accuracy of +/- 6 seconds.
 QS0310
 QS0310.The orthometric height was determined by differential leveling and
 QS0310.adjusted by the NATIONAL GEODETIC SURVEY
 QS0310.in June 1991.
 QS0310
 QS0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0310.GEOID18 height accuracy estimate available here.
 QS0310
 QS0310.Click photographs - Photos may exist for this station.
 QS0310
 QS0310.The dynamic height is computed by dividing the NAVD 88
 QS0310.geopotential number by the normal gravity value computed on the
 QS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0310.degrees latitude (g = 980.6199 gals.).
 QS0310
 QS0310.The modeled gravity was interpolated from observed gravity values.
 QS0310
 QS0310;                    North         East    Units  Estimated Accuracy
 QS0310;SPC SD N     -   142,590.      545,840.      MT  (+/- 180 meters Scaled)
 QS0310
 QS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ671970(NAD 83)
 QS0310
 QS0310                          SUPERSEDED SURVEY CONTROL
 QS0310
 QS0310  NGVD 29 (??/??/92)  625.456  (m)         2052.02   (f) ADJ UNCH    2 0
 QS0310
 QS0310.Superseded values are not recommended for survey control.
 QS0310
 QS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0310.See file dsdata.pdf to determine how the superseded data were derived.
 QS0310
 QS0310_MARKER: DB = BENCH MARK DISK
 QS0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0310_STAMPING: W 69 1934
 QS0310_MARK LOGO: CGS
 QS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0310+STABILITY: SURFACE MOTION
 QS0310
 QS0310  HISTORY     - Date     Condition        Report By
 QS0310  HISTORY     - 1934     MONUMENTED       CGS
 QS0310
 QS0310                          STATION DESCRIPTION
 QS0310
 QS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0310'3.2 MI SW FROM LA PLANT.
 QS0310'ABOUT 3.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0310'AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY COUNTY,
 QS0310'ABOUT 8 POLES NORTH OF MILEPOST 33, ABOUT 2 POLES SOUTH OF CULVERT
 QS0310'2151, ABOUT 1 POLE NORTH OF A ROAD CROSSING, AT THE CREST OF A RISE,
 QS0310'32 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH
 QS0310'THE TRACK.  A STANDARD DISK, STAMPED W 69 1934 AND SET IN THE TOP
 QS0310'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0409 ***********************************************************************
 OR0409  DESIGNATION -  W 7
 OR0409  PID         -  OR0409
 OR0409  STATE/COUNTY-  SD/BRULE
 OR0409  COUNTRY     -  US
 OR0409  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0409
 OR0409                         *CURRENT SURVEY CONTROL
 OR0409  ______________________________________________________________________
 OR0409* NAD 83(1986) POSITION- 43 48 38.     (N) 099 20 04.     (W)   SCALED
 OR0409* NAVD 88 ORTHO HEIGHT -   419.398 (meters)     1375.97  (feet) ADJUSTED
 OR0409  ______________________________________________________________________
 OR0409  GEOID HEIGHT    -        -25.595 (meters)                     GEOID18
 OR0409  DYNAMIC HEIGHT  -        419.288 (meters)     1375.61  (feet) COMP
 OR0409  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 OR0409
 OR0409  VERT ORDER      -  FIRST     CLASS II
 OR0409
 OR0409.The horizontal coordinates were scaled from a map and have
 OR0409.an estimated accuracy of +/- 6 seconds.
 OR0409
 OR0409.The orthometric height was determined by differential leveling and
 OR0409.adjusted by the NATIONAL GEODETIC SURVEY
 OR0409.in June 1991.
 OR0409
 OR0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0409.GEOID18 height accuracy estimate available here.
 OR0409
 OR0409.Click photographs - Photos may exist for this station.
 OR0409
 OR0409.The dynamic height is computed by dividing the NAVD 88
 OR0409.geopotential number by the normal gravity value computed on the
 OR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0409.degrees latitude (g = 980.6199 gals.).
 OR0409
 OR0409.The modeled gravity was interpolated from observed gravity values.
 OR0409
 OR0409;                    North         East    Units  Estimated Accuracy
 OR0409;SPC SD S     -   164,590.      680,360.      MT  (+/- 180 meters Scaled)
 OR0409
 OR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP731508(NAD 83)
 OR0409
 OR0409                          SUPERSEDED SURVEY CONTROL
 OR0409
 OR0409  NGVD 29 (??/??/92)  419.062  (m)         1374.87   (f) ADJ UNCH    1 2
 OR0409
 OR0409.Superseded values are not recommended for survey control.
 OR0409
 OR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0409.See file dsdata.pdf to determine how the superseded data were derived.
 OR0409
 OR0409_MARKER: DB = BENCH MARK DISK
 OR0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0409_SP_SET: PIER
 OR0409_STAMPING: W 7 1925
 OR0409_MARK LOGO: CGS
 OR0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0409
 OR0409  HISTORY     - Date     Condition        Report By
 OR0409  HISTORY     - 1925     MONUMENTED       CGS
 OR0409  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0409  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0409
 OR0409                          STATION DESCRIPTION
 OR0409
 OR0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0409'AT CHAMBERLAIN.
 OR0409'AT CHAMBERLAIN, BRULE COUNTY, AT THE U.S. HIGHWAY 16 BRIDGE OVER
 OR0409'MISSOURI RIVER, IN THE TOP OF THE UP-STREAM END OF THE CENTER
 OR0409'PIER, BETWEEN THE PEDESTAL PLATE AND THE EDGE OF THE PIER, AND
 OR0409'ABOUT 5 FEET BELOW THE BRIDGE DECK.  A STANDARD DISK, STAMPED
 OR0409'W 7 1925.
 OR0409
 OR0409                          STATION RECOVERY (1974)
 OR0409
 OR0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0409'MARK NOT FOUND.
 OR0409
 OR0409                          STATION RECOVERY (2012)
 OR0409
 OR0409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0285 ***********************************************************************
 QS0285  DESIGNATION -  W 71
 QS0285  PID         -  QS0285
 QS0285  STATE/COUNTY-  SD/DEWEY
 QS0285  COUNTRY     -  US
 QS0285  USGS QUAD   -  VIRGINIA (2017)
 QS0285
 QS0285                         *CURRENT SURVEY CONTROL
 QS0285  ______________________________________________________________________
 QS0285* NAD 83(1986) POSITION- 45 10 06.     (N) 100 36 16.     (W)   SCALED
 QS0285* NAVD 88 ORTHO HEIGHT -   569.775 (meters)     1869.34  (feet) ADJUSTED
 QS0285  ______________________________________________________________________
 QS0285  GEOID HEIGHT    -        -22.069 (meters)                     GEOID18
 QS0285  DYNAMIC HEIGHT  -        569.684 (meters)     1869.04  (feet) COMP
 QS0285  MODELED GRAVITY -    980,440.0   (mgal)                       NAVD 88
 QS0285
 QS0285  VERT ORDER      -  SECOND    CLASS 0
 QS0285
 QS0285.The horizontal coordinates were scaled from a map and have
 QS0285.an estimated accuracy of +/- 6 seconds.
 QS0285
 QS0285.The orthometric height was determined by differential leveling and
 QS0285.adjusted by the NATIONAL GEODETIC SURVEY
 QS0285.in June 1991.
 QS0285
 QS0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0285.GEOID18 height accuracy estimate available here.
 QS0285
 QS0285.Click photographs - Photos may exist for this station.
 QS0285
 QS0285.The dynamic height is computed by dividing the NAVD 88
 QS0285.geopotential number by the normal gravity value computed on the
 QS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0285.degrees latitude (g = 980.6199 gals.).
 QS0285
 QS0285.The modeled gravity was interpolated from observed gravity values.
 QS0285
 QS0285;                    North         East    Units  Estimated Accuracy
 QS0285;SPC SD N     -   148,530.      552,480.      MT  (+/- 180 meters Scaled)
 QS0285
 QS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR739029(NAD 83)
 QS0285
 QS0285                          SUPERSEDED SURVEY CONTROL
 QS0285
 QS0285  NGVD 29 (??/??/92)  569.356  (m)         1867.96   (f) ADJ UNCH    2 0
 QS0285
 QS0285.Superseded values are not recommended for survey control.
 QS0285
 QS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0285.See file dsdata.pdf to determine how the superseded data were derived.
 QS0285
 QS0285_MARKER: DB = BENCH MARK DISK
 QS0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0285_STAMPING: W 71 1934
 QS0285_MARK LOGO: CGS
 QS0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0285+STABILITY: SURFACE MOTION
 QS0285
 QS0285  HISTORY     - Date     Condition        Report By
 QS0285  HISTORY     - 1934     MONUMENTED       CGS
 QS0285  HISTORY     - 1940     GOOD             LOCENG
 QS0285
 QS0285                          STATION DESCRIPTION
 QS0285
 QS0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0285'3.2 MI NE FROM LA PLANT.
 QS0285'ABOUT 3.2 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0285'PAUL AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY
 QS0285'COUNTY, ABOUT 5 POLES SOUTHWEST OF CULVERT 2117, AT A ROAD
 QS0285'CROSSING, 60 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 34
 QS0285'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 5 FEET SOUTHWEST
 QS0285'OF A POLE, 1 FOOT NORTHEAST OF A WHITE REFERENCE POST STENCILED
 QS0285'U.S.B.M., AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QS0285'DISK, STAMPED W 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0285
 QS0285                          STATION RECOVERY (1940)
 QS0285
 QS0285'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 QS0285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0401 ***********************************************************************
 PT0401  DESIGNATION -  W 72
 PT0401  PID         -  PT0401
 PT0401  STATE/COUNTY-  SD/STANLEY
 PT0401  COUNTRY     -  US
 PT0401  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0401
 PT0401                         *CURRENT SURVEY CONTROL
 PT0401  ______________________________________________________________________
 PT0401* NAD 83(1986) POSITION- 44 33 46.00   (N) 101 08 06.66   (W)   HD_HELD1
 PT0401* NAVD 88 ORTHO HEIGHT -   625.720 (meters)     2052.88  (feet) ADJUSTED
 PT0401  ______________________________________________________________________
 PT0401  GEOID HEIGHT    -        -22.051 (meters)                     GEOID18
 PT0401  DYNAMIC HEIGHT  -        625.570 (meters)     2052.39  (feet) COMP
 PT0401  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 PT0401
 PT0401  VERT ORDER      -  SECOND    CLASS 0
 PT0401
 PT0401.The horizontal coordinates were determined by differentially corrected
 PT0401.hand held GPS observations or other comparable positioning techniques
 PT0401.and have an estimated accuracy of +/- 3 meters.
 PT0401
 PT0401.The orthometric height was determined by differential leveling and
 PT0401.adjusted by the NATIONAL GEODETIC SURVEY
 PT0401.in June 1991.
 PT0401
 PT0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0401.GEOID18 height accuracy estimate available here.
 PT0401
 PT0401.Click photographs - Photos may exist for this station.
 PT0401
 PT0401.The dynamic height is computed by dividing the NAVD 88
 PT0401.geopotential number by the normal gravity value computed on the
 PT0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0401.degrees latitude (g = 980.6199 gals.).
 PT0401
 PT0401.The modeled gravity was interpolated from observed gravity values.
 PT0401
 PT0401;                    North         East    Units  Estimated Accuracy
 PT0401;SPC SD S     -   247,995.6     536,295.9     MT  (+/- 3 meters HH1 GPS) 
 PT0401
 PT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ3043936599(NAD 83)
 PT0401
 PT0401                          SUPERSEDED SURVEY CONTROL
 PT0401
 PT0401  NGVD 29 (??/??/92)  625.239  (m)         2051.30   (f) ADJ UNCH    2 0
 PT0401
 PT0401.Superseded values are not recommended for survey control.
 PT0401
 PT0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0401.See file dsdata.pdf to determine how the superseded data were derived.
 PT0401
 PT0401_MARKER: DB = BENCH MARK DISK
 PT0401_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PT0401_SP_SET: BOX CULVERT HEADWALL
 PT0401_STAMPING: W 72 1934
 PT0401_MARK LOGO: CGS
 PT0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0401+STABILITY: SURFACE MOTION
 PT0401
 PT0401  HISTORY     - Date     Condition        Report By
 PT0401  HISTORY     - 1934     MONUMENTED       CGS
 PT0401  HISTORY     - 1977     MARK NOT FOUND   USGS
 PT0401  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0401
 PT0401                          STATION DESCRIPTION
 PT0401
 PT0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0401'35.6 MI N FROM MIDLAND.
 PT0401'IN STANLEY COUNTY, 35.6 MILES NORTH ALONG STATE HIGHWAY 63 FROM
 PT0401'THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT THE BOTTOM OF
 PT0401'A DRAW, AT A LARGE CONCRETE BOX CULVERT, IN THE CENTER OF THE
 PT0401'WEST CONCRETE HEADWALL, AND LEVEL WITH THE HIGHWAY.
 PT0401
 PT0401                          STATION RECOVERY (1977)
 PT0401
 PT0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PT0401'MARK NOT FOUND.
 PT0401
 PT0401                          STATION RECOVERY (1985)
 PT0401
 PT0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0401'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0444 ***********************************************************************
 PT0444  DESIGNATION -  W 73
 PT0444  PID         -  PT0444
 PT0444  STATE/COUNTY-  SD/HAAKON
 PT0444  COUNTRY     -  US
 PT0444  USGS QUAD   -  MIDLAND (2017)
 PT0444
 PT0444                         *CURRENT SURVEY CONTROL
 PT0444  ______________________________________________________________________
 PT0444* NAD 83(1986) POSITION- 44 02 38.20   (N) 101 09 23.88   (W)   HD_HELD1
 PT0444* NAVD 88 ORTHO HEIGHT -   651.003 (meters)     2135.83  (feet) ADJUSTED
 PT0444  ______________________________________________________________________
 PT0444  GEOID HEIGHT    -        -22.878 (meters)                     GEOID18
 PT0444  DYNAMIC HEIGHT  -        650.817 (meters)     2135.22  (feet) COMP
 PT0444  MODELED GRAVITY -    980,312.3   (mgal)                       NAVD 88
 PT0444
 PT0444  VERT ORDER      -  FIRST     CLASS II
 PT0444
 PT0444.The horizontal coordinates were determined by differentially corrected
 PT0444.hand held GPS observations or other comparable positioning techniques
 PT0444.and have an estimated accuracy of +/- 3 meters.
 PT0444
 PT0444.The orthometric height was determined by differential leveling and
 PT0444.adjusted by the NATIONAL GEODETIC SURVEY
 PT0444.in June 1991.
 PT0444
 PT0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0444.GEOID18 height accuracy estimate available here.
 PT0444
 PT0444.Click photographs - Photos may exist for this station.
 PT0444
 PT0444.The dynamic height is computed by dividing the NAVD 88
 PT0444.geopotential number by the normal gravity value computed on the
 PT0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0444.degrees latitude (g = 980.6199 gals.).
 PT0444
 PT0444.The modeled gravity was interpolated from observed gravity values.
 PT0444
 PT0444;                    North         East    Units  Estimated Accuracy
 PT0444;SPC SD S     -   190,364.4     534,020.4     MT  (+/- 3 meters HH1 GPS) 
 PT0444
 PT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2722079014(NAD 83)
 PT0444
 PT0444                          SUPERSEDED SURVEY CONTROL
 PT0444
 PT0444  NGVD 29 (??/??/92)  650.549  (m)         2134.34   (f) ADJ UNCH    1 2
 PT0444
 PT0444.Superseded values are not recommended for survey control.
 PT0444
 PT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0444.See file dsdata.pdf to determine how the superseded data were derived.
 PT0444
 PT0444_MARKER: DB = BENCH MARK DISK
 PT0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0444_STAMPING: W 73 1934
 PT0444_MARK LOGO: CGS
 PT0444_PROJECTION: PROJECTING 25 CENTIMETERS
 PT0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0444+STABILITY: SURFACE MOTION
 PT0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0444+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0444
 PT0444  HISTORY     - Date     Condition        Report By
 PT0444  HISTORY     - 1934     MONUMENTED       CGS
 PT0444  HISTORY     - 1985     GOOD             NGS
 PT0444  HISTORY     - 20120605 GOOD             INDIV
 PT0444
 PT0444                          STATION DESCRIPTION
 PT0444
 PT0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0444'2.2 MI S FROM MIDLAND.
 PT0444'2.2 MILES SOUTH ALONG THE ROAD LEADING TO STAMFORD FROM THE
 PT0444'CITY WATER TANK AT MIDLAND, HAAKON COUNTY, ON THE NORTH SLOPE
 PT0444'OF A HILL, AT THE JUNCTION OF A PRIVATE ROAD LEADING EAST, 60
 PT0444'FEET EAST OF THE CENTER LINE OF THE MIDLAND-STAMFORD ROAD, 18
 PT0444'FEET SOUTH OF THE CENTER OF A GATEWAY, 4 FEET EAST OF A FENCE,
 PT0444'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED W 73
 PT0444'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PT0444
 PT0444                          STATION RECOVERY (1985)
 PT0444
 PT0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0444'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.25 KM (2.02
 PT0444'MI) SOUTH ALONG STATE HIGHWAY 63 FROM THE T JUNCTION OF US HIGHWAY 14
 PT0444'AT MIDLAND, AT THE TOP OF A GRADE, 38.7 METERS (127 FT) EAST OF THE
 PT0444'HIGHWAY CENTERLINE, 45.7 METERS (150 FT) SOUTH-SOUTHEAST OF THE SOUTH
 PT0444'END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE, 24.7 METERS (81 FT)
 PT0444'NORTH OF THE EAST ONE OF A DOUBLE POWER POLE STRUCTURE AND 8.5 METERS
 PT0444'(28 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 PT0444'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0444'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PT0444
 PT0444                          STATION RECOVERY (2012)
 PT0444
 PT0444'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0321 ***********************************************************************
 PT0321  DESIGNATION -  W 74
 PT0321  PID         -  PT0321
 PT0321  STATE/COUNTY-  SD/STANLEY
 PT0321  COUNTRY     -  US
 PT0321  USGS QUAD   -  PRINCES RANCH (2017)
 PT0321
 PT0321                         *CURRENT SURVEY CONTROL
 PT0321  ______________________________________________________________________
 PT0321* NAD 83(1986) POSITION- 44 23 12.     (N) 100 50 51.     (W)   SCALED
 PT0321* NAVD 88 ORTHO HEIGHT -   575.969 (meters)     1889.66  (feet) POSTED
 PT0321  ______________________________________________________________________
 PT0321  GEOID HEIGHT    -        -22.720 (meters)                     GEOID18
 PT0321  DYNAMIC HEIGHT  -        575.84  (meters)     1889.2   (feet) COMP
 PT0321  MODELED GRAVITY -    980,375.6   (mgal)                       NAVD 88
 PT0321
 PT0321  VERT ORDER      -  * POSTED, SEE BELOW
 PT0321
 PT0321.The horizontal coordinates were scaled from a map and have
 PT0321.an estimated accuracy of +/- 6 seconds.
 PT0321
 PT0321.The orthometric height was determined by differential leveling
 PT0321.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PT0321
 PT0321.* This is a POSTED BENCH MARK height.
 PT0321
 PT0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0321.GEOID18 height accuracy estimate available here.
 PT0321
 PT0321.Click photographs - Photos may exist for this station.
 PT0321
 PT0321.The dynamic height is computed by dividing the NAVD 88
 PT0321.geopotential number by the normal gravity value computed on the
 PT0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0321.degrees latitude (g = 980.6199 gals.).
 PT0321
 PT0321.The modeled gravity was interpolated from observed gravity values.
 PT0321
 PT0321;                    North         East    Units  Estimated Accuracy
 PT0321;SPC SD S     -   228,250.      559,030.      MT  (+/- 180 meters Scaled)
 PT0321
 PT0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ528164(NAD 83)
 PT0321
 PT0321                          SUPERSEDED SURVEY CONTROL
 PT0321
 PT0321  NGVD 29 (??/??/92)  575.547  (m)         1888.27   (f) ADJ UNCH    2 0
 PT0321
 PT0321.Superseded values are not recommended for survey control.
 PT0321
 PT0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0321.See file dsdata.pdf to determine how the superseded data were derived.
 PT0321
 PT0321_MARKER: DB = BENCH MARK DISK
 PT0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0321_SP_SET: BRIDGE
 PT0321_STAMPING: W 74 1934
 PT0321_MARK LOGO: CGS
 PT0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0321
 PT0321  HISTORY     - Date     Condition        Report By
 PT0321  HISTORY     - 1934     MONUMENTED       CGS
 PT0321
 PT0321                          STATION DESCRIPTION
 PT0321
 PT0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0321'9.3 MI E FROM HAYES.
 PT0321'9.3 MILES EAST ALONG OLD U.S. HIGHWAY 14 FROM HAYES, STANLEY
 PT0321'COUNTY, AT A 90-FOOT CONCRETE BRIDGE OVER A LARGE WASH, IN THE
 PT0321'TOP OF THE NORTH CONCRETE HEAD WALL, 3.5 FEET EAST OF THE WEST
 PT0321'END, AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 PT0321'DISK, STAMPED W 74 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0612 ***********************************************************************
 PT0612  DESIGNATION -  W 75
 PT0612  PID         -  PT0612
 PT0612  STATE/COUNTY-  SD/HAAKON
 PT0612  COUNTRY     -  US
 PT0612  USGS QUAD   -  PHILIP SE (2017)
 PT0612
 PT0612                         *CURRENT SURVEY CONTROL
 PT0612  ______________________________________________________________________
 PT0612* NAD 83(1986) POSITION- 44 02 23.     (N) 101 32 07.     (W)   SCALED
 PT0612* NAVD 88 ORTHO HEIGHT -   631.161 (meters)     2070.73  (feet) ADJUSTED
 PT0612  ______________________________________________________________________
 PT0612  GEOID HEIGHT    -        -21.590 (meters)                     GEOID18
 PT0612  DYNAMIC HEIGHT  -        630.971 (meters)     2070.11  (feet) COMP
 PT0612  MODELED GRAVITY -    980,299.0   (mgal)                       NAVD 88
 PT0612
 PT0612  VERT ORDER      -  SECOND    CLASS 0
 PT0612
 PT0612.The horizontal coordinates were scaled from a map and have
 PT0612.an estimated accuracy of +/- 6 seconds.
 PT0612
 PT0612.The orthometric height was determined by differential leveling and
 PT0612.adjusted by the NATIONAL GEODETIC SURVEY
 PT0612.in June 1991.
 PT0612
 PT0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0612.GEOID18 height accuracy estimate available here.
 PT0612
 PT0612.Click photographs - Photos may exist for this station.
 PT0612
 PT0612.The dynamic height is computed by dividing the NAVD 88
 PT0612.geopotential number by the normal gravity value computed on the
 PT0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0612.degrees latitude (g = 980.6199 gals.).
 PT0612
 PT0612.The modeled gravity was interpolated from observed gravity values.
 PT0612
 PT0612;                    North         East    Units  Estimated Accuracy
 PT0612;SPC SD S     -   190,270.      503,670.      MT  (+/- 180 meters Scaled)
 PT0612
 PT0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP968794(NAD 83)
 PT0612
 PT0612                          SUPERSEDED SURVEY CONTROL
 PT0612
 PT0612  NGVD 29 (??/??/92)  630.701  (m)         2069.22   (f) ADJ UNCH    2 0
 PT0612
 PT0612.Superseded values are not recommended for survey control.
 PT0612
 PT0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0612.See file dsdata.pdf to determine how the superseded data were derived.
 PT0612
 PT0612_MARKER: DB = BENCH MARK DISK
 PT0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0612_STAMPING: W 75 1934
 PT0612_MARK LOGO: CGS
 PT0612_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0612+STABILITY: SURFACE MOTION
 PT0612
 PT0612  HISTORY     - Date     Condition        Report By
 PT0612  HISTORY     - 1934     MONUMENTED       CGS
 PT0612  HISTORY     - 1962     GOOD             CGS
 PT0612
 PT0612                          STATION DESCRIPTION
 PT0612
 PT0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0612'6.8 MI E FROM PHILIP.
 PT0612'THIS MARK WAS RECOVERED IN GOOD CONDITION WITH A NEW DETAILED
 PT0612'DESCRIPTION AS FOLLOWS-- ABOUT 6.75 MILES EAST ALONG THE
 PT0612'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT PHILIP,
 PT0612'IN SECTION 13, T 1 N, R 21 E, 11 POLES WEST OF MILE POST 553,
 PT0612'AT A PRIVATE ROAD CROSSING, 96 FEET NORTH OF THE NORTH RAIL,
 PT0612'19 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF
 PT0612'A FENCE, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 PT0612'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 PT0612'PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0260 ***********************************************************************
 PT0260  DESIGNATION -  W 76
 PT0260  PID         -  PT0260
 PT0260  STATE/COUNTY-  SD/STANLEY
 PT0260  COUNTRY     -  US
 PT0260  USGS QUAD   -  PIERRE SW (2017)
 PT0260
 PT0260                         *CURRENT SURVEY CONTROL
 PT0260  ______________________________________________________________________
 PT0260* NAD 83(1986) POSITION- 44 19 06.     (N) 100 23 21.     (W)   SCALED
 PT0260* NAVD 88 ORTHO HEIGHT -   447.218 (meters)     1467.25  (feet) ADJUSTED
 PT0260  ______________________________________________________________________
 PT0260  GEOID HEIGHT    -        -23.608 (meters)                     GEOID18
 PT0260  DYNAMIC HEIGHT  -        447.120 (meters)     1466.93  (feet) COMP
 PT0260  MODELED GRAVITY -    980,385.9   (mgal)                       NAVD 88
 PT0260
 PT0260  VERT ORDER      -  SECOND    CLASS 0
 PT0260
 PT0260.The horizontal coordinates were scaled from a map and have
 PT0260.an estimated accuracy of +/- 6 seconds.
 PT0260
 PT0260.The orthometric height was determined by differential leveling and
 PT0260.adjusted by the NATIONAL GEODETIC SURVEY
 PT0260.in June 1991.
 PT0260
 PT0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0260.GEOID18 height accuracy estimate available here.
 PT0260
 PT0260.Click photographs - Photos may exist for this station.
 PT0260
 PT0260.The dynamic height is computed by dividing the NAVD 88
 PT0260.geopotential number by the normal gravity value computed on the
 PT0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0260.degrees latitude (g = 980.6199 gals.).
 PT0260
 PT0260.The modeled gravity was interpolated from observed gravity values.
 PT0260
 PT0260;                    North         East    Units  Estimated Accuracy
 PT0260;SPC SD S     -   220,530.      595,550.      MT  (+/- 180 meters Scaled)
 PT0260
 PT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ892081(NAD 83)
 PT0260
 PT0260                          SUPERSEDED SURVEY CONTROL
 PT0260
 PT0260  NGVD 29 (??/??/92)  446.835  (m)         1465.99   (f) ADJ UNCH    2 0
 PT0260
 PT0260.Superseded values are not recommended for survey control.
 PT0260
 PT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0260.See file dsdata.pdf to determine how the superseded data were derived.
 PT0260
 PT0260_MARKER: DB = BENCH MARK DISK
 PT0260_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PT0260+WITH SETTING: INTO GROUND
 PT0260_STAMPING: W 76 1934
 PT0260_MARK LOGO: CGS
 PT0260_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0260
 PT0260  HISTORY     - Date     Condition        Report By
 PT0260  HISTORY     - 1934     MONUMENTED       CGS
 PT0260
 PT0260                          STATION DESCRIPTION
 PT0260
 PT0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0260'2.7 MI SW FROM FORT PIERRE.
 PT0260'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD.  5 POLES SOUTHWEST OF
 PT0260'MILEPOST 487, 200 FEET NORTHEAST OF BRIDGE 1510.  SET IN POST
 PT0260'40 FEET NORTHWEST OF CENTERLINE OF TRACKS, 21 FEET SOUTHEAST OF
 PT0260'FENCE.  LEVEL WITH TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0256 ***********************************************************************
 PS0256  DESIGNATION -  W 79
 PS0256  PID         -  PS0256
 PS0256  STATE/COUNTY-  SD/HAND
 PS0256  COUNTRY     -  US
 PS0256  USGS QUAD   -  MILLER (2017)
 PS0256
 PS0256                         *CURRENT SURVEY CONTROL
 PS0256  ______________________________________________________________________
 PS0256* NAD 83(1986) POSITION- 44 31 12.     (N) 098 59 27.     (W)   SCALED
 PS0256* NAVD 88 ORTHO HEIGHT -   481.775 (meters)     1580.62  (feet) ADJUSTED
 PS0256  ______________________________________________________________________
 PS0256  GEOID HEIGHT    -        -24.481 (meters)                     GEOID18
 PS0256  DYNAMIC HEIGHT  -        481.683 (meters)     1580.32  (feet) COMP
 PS0256  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 PS0256
 PS0256  VERT ORDER      -  SECOND    CLASS 0
 PS0256
 PS0256.The horizontal coordinates were scaled from a map and have
 PS0256.an estimated accuracy of +/- 6 seconds.
 PS0256
 PS0256.The orthometric height was determined by differential leveling and
 PS0256.adjusted by the NATIONAL GEODETIC SURVEY
 PS0256.in June 1991.
 PS0256
 PS0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0256.GEOID18 height accuracy estimate available here.
 PS0256
 PS0256.Click photographs - Photos may exist for this station.
 PS0256
 PS0256.The dynamic height is computed by dividing the NAVD 88
 PS0256.geopotential number by the normal gravity value computed on the
 PS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0256.degrees latitude (g = 980.6199 gals.).
 PS0256
 PS0256.The modeled gravity was interpolated from observed gravity values.
 PS0256
 PS0256;                    North         East    Units  Estimated Accuracy
 PS0256;SPC SD N     -    76,800.      680,230.      MT  (+/- 180 meters Scaled)
 PS0256
 PS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ007296(NAD 83)
 PS0256
 PS0256                          SUPERSEDED SURVEY CONTROL
 PS0256
 PS0256  NGVD 29 (??/??/92)  481.447  (m)         1579.55   (f) ADJ UNCH    2 0
 PS0256
 PS0256.Superseded values are not recommended for survey control.
 PS0256
 PS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0256.See file dsdata.pdf to determine how the superseded data were derived.
 PS0256
 PS0256_MARKER: DB = BENCH MARK DISK
 PS0256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PS0256_SP_SET: CURB
 PS0256_STAMPING: W 79 1934
 PS0256_MARK LOGO: CGS
 PS0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0256
 PS0256  HISTORY     - Date     Condition        Report By
 PS0256  HISTORY     - 1934     MONUMENTED       CGS
 PS0256  HISTORY     - 1940     GOOD             CGS
 PS0256  HISTORY     - 19941102 MARK NOT FOUND   NGS
 PS0256
 PS0256                          STATION DESCRIPTION
 PS0256
 PS0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0256'AT MILLER.
 PS0256'AT MILLER, IN CURBING AROUND BASEMENT SKYLIGHT, AT THE EAST
 PS0256'ENTRANCE TO THE HAND CO. COURT HOUSE, 3.3 FEET EAST OF THE
 PS0256'EAST WALL, 13.8 FEET NORTH OF THE CENTER OF EAST ENTRANCE.
 PS0256'A STANDARD DISK IN CONCRETE CURBING.
 PS0256
 PS0256                          STATION RECOVERY (1994)
 PS0256
 PS0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0256'THERE IS A NEW SIDEWALK AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0010 ***********************************************************************
 OS0010  DESIGNATION -  W 8
 OS0010  PID         -  OS0010
 OS0010  STATE/COUNTY-  SD/LYMAN
 OS0010  COUNTRY     -  US
 OS0010  USGS QUAD   -  VIVIAN (2017)
 OS0010
 OS0010                         *CURRENT SURVEY CONTROL
 OS0010  ______________________________________________________________________
 OS0010* NAD 83(1986) POSITION- 43 55 11.     (N) 100 21 15.     (W)   SCALED
 OS0010* NAVD 88 ORTHO HEIGHT -   593.661 (meters)     1947.70  (feet) ADJUSTED
 OS0010  ______________________________________________________________________
 OS0010  GEOID HEIGHT    -        -24.641 (meters)                     GEOID18
 OS0010  DYNAMIC HEIGHT  -        593.480 (meters)     1947.11  (feet) COMP
 OS0010  MODELED GRAVITY -    980,296.0   (mgal)                       NAVD 88
 OS0010
 OS0010  VERT ORDER      -  FIRST     CLASS II
 OS0010
 OS0010.The horizontal coordinates were scaled from a map and have
 OS0010.an estimated accuracy of +/- 6 seconds.
 OS0010
 OS0010.The orthometric height was determined by differential leveling and
 OS0010.adjusted by the NATIONAL GEODETIC SURVEY
 OS0010.in June 1991.
 OS0010
 OS0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0010.GEOID18 height accuracy estimate available here.
 OS0010
 OS0010.Click photographs - Photos may exist for this station.
 OS0010
 OS0010.The dynamic height is computed by dividing the NAVD 88
 OS0010.geopotential number by the normal gravity value computed on the
 OS0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0010.degrees latitude (g = 980.6199 gals.).
 OS0010
 OS0010.The modeled gravity was interpolated from observed gravity values.
 OS0010
 OS0010;                    North         East    Units  Estimated Accuracy
 OS0010;SPC SD S     -   176,240.      598,330.      MT  (+/- 180 meters Scaled)
 OS0010
 OS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP912638(NAD 83)
 OS0010
 OS0010                          SUPERSEDED SURVEY CONTROL
 OS0010
 OS0010  NGVD 29 (??/??/92)  593.235  (m)         1946.31   (f) ADJ UNCH    1 2
 OS0010
 OS0010.Superseded values are not recommended for survey control.
 OS0010
 OS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0010.See file dsdata.pdf to determine how the superseded data were derived.
 OS0010
 OS0010_MARKER: DB = BENCH MARK DISK
 OS0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0010_STAMPING: W 8 1925
 OS0010_MARK LOGO: CGS
 OS0010_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0010+STABILITY: SURFACE MOTION
 OS0010
 OS0010  HISTORY     - Date     Condition        Report By
 OS0010  HISTORY     - 1925     MONUMENTED       CGS
 OS0010  HISTORY     - 1935     GOOD             CGS
 OS0010
 OS0010                          STATION DESCRIPTION
 OS0010
 OS0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0010'3 MI W FROM VIVIAN.
 OS0010'3.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0010'PACIFIC RAILROAD FROM VIVIAN, LYMAN COUNTY, 10 RAILS EAST
 OS0010'OF CONCRETE-PIPE CULVERT W 116, AT A ROAD CROSSING, 62.3 FEET
 OS0010'SOUTHWEST OF THE CENTER OF THE CROSSING, 50.9 FEET WEST OF THE
 OS0010'CENTERLINE OF THE ROAD, AND 43.1 FEET SOUTH OF THE CENTERLINE
 OS0010'OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 OS0010'POST PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0190 ***********************************************************************
 PS0190  DESIGNATION -  W 80
 PS0190  PID         -  PS0190
 PS0190  STATE/COUNTY-  SD/JERAULD
 PS0190  COUNTRY     -  US
 PS0190  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0190
 PS0190                         *CURRENT SURVEY CONTROL
 PS0190  ______________________________________________________________________
 PS0190* NAD 83(1986) POSITION- 44 04 42.     (N) 098 52 03.     (W)   SCALED
 PS0190* NAVD 88 ORTHO HEIGHT -   532.941 (meters)     1748.49  (feet) ADJUSTED
 PS0190  ______________________________________________________________________
 PS0190  GEOID HEIGHT    -        -25.165 (meters)                     GEOID18
 PS0190  DYNAMIC HEIGHT  -        532.812 (meters)     1748.07  (feet) COMP
 PS0190  MODELED GRAVITY -    980,360.9   (mgal)                       NAVD 88
 PS0190
 PS0190  VERT ORDER      -  SECOND    CLASS 0
 PS0190
 PS0190.The horizontal coordinates were scaled from a map and have
 PS0190.an estimated accuracy of +/- 6 seconds.
 PS0190
 PS0190.The orthometric height was determined by differential leveling and
 PS0190.adjusted by the NATIONAL GEODETIC SURVEY
 PS0190.in June 1991.
 PS0190
 PS0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0190.GEOID18 height accuracy estimate available here.
 PS0190
 PS0190.Click photographs - Photos may exist for this station.
 PS0190
 PS0190.The dynamic height is computed by dividing the NAVD 88
 PS0190.geopotential number by the normal gravity value computed on the
 PS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0190.degrees latitude (g = 980.6199 gals.).
 PS0190
 PS0190.The modeled gravity was interpolated from observed gravity values.
 PS0190
 PS0190;                    North         East    Units  Estimated Accuracy
 PS0190;SPC SD S     -   194,890.      717,400.      MT  (+/- 180 meters Scaled)
 PS0190
 PS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP106805(NAD 83)
 PS0190
 PS0190                          SUPERSEDED SURVEY CONTROL
 PS0190
 PS0190  NGVD 29 (??/??/92)  532.582  (m)         1747.31   (f) ADJ UNCH    2 0
 PS0190
 PS0190.Superseded values are not recommended for survey control.
 PS0190
 PS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0190.See file dsdata.pdf to determine how the superseded data were derived.
 PS0190
 PS0190_MARKER: DB = BENCH MARK DISK
 PS0190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0190_SP_SET: CULVERT HEADWALL
 PS0190_STAMPING: W 80 1934
 PS0190_MARK LOGO: CGS
 PS0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0190+STABILITY: SURFACE MOTION
 PS0190
 PS0190  HISTORY     - Date     Condition        Report By
 PS0190  HISTORY     - 1934     MONUMENTED       CGS
 PS0190
 PS0190                          STATION DESCRIPTION
 PS0190
 PS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0190'3 MI N FROM GANN VALLEY.
 PS0190'ABOUT 3 MILES NORTH OF GANN VALLEY TO THE JUNCTION OF STATE HYS
 PS0190'34 AND 45, THENCE 5.7 MILES EAST.  ALONG STATE HIGHWAY 34 AT
 PS0190'WAGNER SCHOOL HOUSE CORNER, AT 18 INCH CONCRETE PIPE CULVERT.  SET
 PS0190'IN THE NORTH END OF THE WEST HEADWALL, 30 FEET SOUTH OF THE CENTER
 PS0190'LINE OF THE HIGHWAY AND 20 FEET WEST OF THE CENTER LINE OF THE
 PS0190'CROSS ROADS, AT ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0191 ***********************************************************************
 PS0191  DESIGNATION -  W 80 RESET
 PS0191  PID         -  PS0191
 PS0191  STATE/COUNTY-  SD/JERAULD
 PS0191  COUNTRY     -  US
 PS0191  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0191
 PS0191                         *CURRENT SURVEY CONTROL
 PS0191  ______________________________________________________________________
 PS0191* NAD 83(1986) POSITION- 44 04 42.     (N) 098 52 03.     (W)   SCALED
 PS0191* NAVD 88 ORTHO HEIGHT -   532.52  (+/-2cm)     1747.1   (feet) VERTCON3
 PS0191  ______________________________________________________________________
 PS0191  GEOID HEIGHT    -        -25.165 (meters)                     GEOID18
 PS0191  VERT ORDER      -  THIRD (See Below)
 PS0191
 PS0191.The horizontal coordinates were scaled from a map and have
 PS0191.an estimated accuracy of +/- 6 seconds.
 PS0191
 PS0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0191
 PS0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0191.GEOID18 height accuracy estimate available here.
 PS0191
 PS0191.The vertical order pertains to the NGVD 29 superseded value.
 PS0191
 PS0191.Click photographs - Photos may exist for this station.
 PS0191
 PS0191;                    North         East    Units  Estimated Accuracy
 PS0191;SPC SD S     -   194,890.      717,400.      MT  (+/- 180 meters Scaled)
 PS0191
 PS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP106805(NAD 83)
 PS0191
 PS0191                          SUPERSEDED SURVEY CONTROL
 PS0191
 PS0191  NGVD 29 (??/??/??)  532.17   (m)         1746.0    (f) RESET       3  
 PS0191
 PS0191.Superseded values are not recommended for survey control.
 PS0191
 PS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0191.See file dsdata.pdf to determine how the superseded data were derived.
 PS0191
 PS0191_MARKER: DB = BENCH MARK DISK
 PS0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0191_STAMPING: W 80 RESET 1952
 PS0191_MARK LOGO: CGS
 PS0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0191+STABILITY: SURFACE MOTION
 PS0191
 PS0191  HISTORY     - Date     Condition        Report By
 PS0191  HISTORY     - 1952     MONUMENTED       SDHD
 PS0191  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0191
 PS0191                          STATION DESCRIPTION
 PS0191
 PS0191'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0191'8 MI NE FROM GANNVALLEY.
 PS0191'IN JERAULD COUNTY, ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 45
 PS0191'FROM GANNVALLEY, BUFFALO COUNTY, THENCE 5.0 MILES EAST ALONG STATE
 PS0191'HIGHWAY 34, AT THE INTERSECTION OF A SECTION-LINE ROAD, 74 FEET
 PS0191'SOUTH OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 312 + 61,
 PS0191'AND 1 FOOT NORTH OF A FENCE.
 PS0191
 PS0191                          STATION RECOVERY (1973)
 PS0191
 PS0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0125 ***********************************************************************
 PS0125  DESIGNATION -  W 81
 PS0125  PID         -  PS0125
 PS0125  STATE/COUNTY-  SD/SANBORN
 PS0125  COUNTRY     -  US
 PS0125  USGS QUAD   -  FORESTBURG SW (2017)
 PS0125
 PS0125                         *CURRENT SURVEY CONTROL
 PS0125  ______________________________________________________________________
 PS0125* NAD 83(1986) POSITION- 44 03 01.     (N) 098 13 51.     (W)   SCALED
 PS0125* NAVD 88 ORTHO HEIGHT -   395.114 (meters)     1296.30  (feet) ADJUSTED
 PS0125  ______________________________________________________________________
 PS0125  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 PS0125  DYNAMIC HEIGHT  -        395.035 (meters)     1296.04  (feet) COMP
 PS0125  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 PS0125
 PS0125  VERT ORDER      -  SECOND    CLASS 0
 PS0125
 PS0125.The horizontal coordinates were scaled from a map and have
 PS0125.an estimated accuracy of +/- 6 seconds.
 PS0125
 PS0125.The orthometric height was determined by differential leveling and
 PS0125.adjusted by the NATIONAL GEODETIC SURVEY
 PS0125.in June 1991.
 PS0125
 PS0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0125.GEOID18 height accuracy estimate available here.
 PS0125
 PS0125.Click photographs - Photos may exist for this station.
 PS0125
 PS0125.The dynamic height is computed by dividing the NAVD 88
 PS0125.geopotential number by the normal gravity value computed on the
 PS0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0125.degrees latitude (g = 980.6199 gals.).
 PS0125
 PS0125.The modeled gravity was interpolated from observed gravity values.
 PS0125
 PS0125;                    North         East    Units  Estimated Accuracy
 PS0125;SPC SD S     -   192,870.      768,460.      MT  (+/- 180 meters Scaled)
 PS0125
 PS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP616777(NAD 83)
 PS0125
 PS0125                          SUPERSEDED SURVEY CONTROL
 PS0125
 PS0125  NGVD 29 (??/??/92)  394.823  (m)         1295.35   (f) ADJ UNCH    2 0
 PS0125
 PS0125.Superseded values are not recommended for survey control.
 PS0125
 PS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0125.See file dsdata.pdf to determine how the superseded data were derived.
 PS0125
 PS0125_MARKER: DB = BENCH MARK DISK
 PS0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0125_STAMPING: W 81 1934
 PS0125_MARK LOGO: CGS
 PS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0125+STABILITY: SURFACE MOTION
 PS0125
 PS0125  HISTORY     - Date     Condition        Report By
 PS0125  HISTORY     - 1934     MONUMENTED       CGS
 PS0125
 PS0125                          STATION DESCRIPTION
 PS0125
 PS0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0125'2.5 MI E FROM WOONSOCKET.
 PS0125'2.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0125'RAILROAD FROM THE COUNTY COURTHOUSE AT WOONSOCKET, SANBORN
 PS0125'COUNTY, ONE POLE WEST OF MILEPOST 391, AT A ROAD CROSSING, 47
 PS0125'FEET NORTH OF THE CENTER LINE OF THE TRACK, 30 FEET WEST OF THE
 PS0125'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A RIGHT-OF-WAY FENCE
 PS0125'CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 PS0125'DISK, STAMPED W 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0529 ***********************************************************************
 PR0529  DESIGNATION -  W 82
 PR0529  PID         -  PR0529
 PR0529  STATE/COUNTY-  SD/MINER
 PR0529  COUNTRY     -  US
 PR0529  USGS QUAD   -  ROSWELL (2017)
 PR0529
 PR0529                         *CURRENT SURVEY CONTROL
 PR0529  ______________________________________________________________________
 PR0529* NAD 83(1986) POSITION- 44 04 08.     (N) 097 38 18.     (W)   SCALED
 PR0529* NAVD 88 ORTHO HEIGHT -   439.509 (meters)     1441.96  (feet) ADJUSTED
 PR0529  ______________________________________________________________________
 PR0529  GEOID HEIGHT    -        -25.662 (meters)                     GEOID18
 PR0529  DYNAMIC HEIGHT  -        439.415 (meters)     1441.65  (feet) COMP
 PR0529  MODELED GRAVITY -    980,390.5   (mgal)                       NAVD 88
 PR0529
 PR0529  VERT ORDER      -  SECOND    CLASS 0
 PR0529
 PR0529.The horizontal coordinates were scaled from a map and have
 PR0529.an estimated accuracy of +/- 6 seconds.
 PR0529
 PR0529.The orthometric height was determined by differential leveling and
 PR0529.adjusted by the NATIONAL GEODETIC SURVEY
 PR0529.in June 1991.
 PR0529
 PR0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0529.GEOID18 height accuracy estimate available here.
 PR0529
 PR0529.Click photographs - Photos may exist for this station.
 PR0529
 PR0529.The dynamic height is computed by dividing the NAVD 88
 PR0529.geopotential number by the normal gravity value computed on the
 PR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0529.degrees latitude (g = 980.6199 gals.).
 PR0529
 PR0529.The modeled gravity was interpolated from observed gravity values.
 PR0529
 PR0529;                    North         East    Units  Estimated Accuracy
 PR0529;SPC SD S     -   196,310.      815,850.      MT  (+/- 180 meters Scaled)
 PR0529
 PR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP090804(NAD 83)
 PR0529
 PR0529                          SUPERSEDED SURVEY CONTROL
 PR0529
 PR0529  NGVD 29 (??/??/92)  439.229  (m)         1441.04   (f) ADJ UNCH    2 0
 PR0529
 PR0529.Superseded values are not recommended for survey control.
 PR0529
 PR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0529.See file dsdata.pdf to determine how the superseded data were derived.
 PR0529
 PR0529_MARKER: DB = BENCH MARK DISK
 PR0529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0529_SP_SET: BOX CULVERT
 PR0529_STAMPING: W 82 1934
 PR0529_MARK LOGO: CGS
 PR0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0529+STABILITY: SURFACE MOTION
 PR0529
 PR0529  HISTORY     - Date     Condition        Report By
 PR0529  HISTORY     - 1934     MONUMENTED       CGS
 PR0529
 PR0529                          STATION DESCRIPTION
 PR0529
 PR0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0529'AT ARGONNE.
 PR0529'AT ARGONNE, MINER COUNTY, ABOUT 9 POLES SOUTH OF THE CHICAGO
 PR0529'AND NORTH WESTERN RAILWAY STATION, ABOUT 160 FEET NORTHEAST
 PR0529'OF THE CENTER LINE OF THE TRACK, AT A 4-FOOT ARCH HIGHWAY
 PR0529'CULVERT, IN THE CENTER OF THE WEST CONCRETE HEAD WALL, AND
 PR0529'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED W 82 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0035 ***********************************************************************
 PS0035  DESIGNATION -  W 83
 PS0035  PID         -  PS0035
 PS0035  STATE/COUNTY-  SD/BEADLE
 PS0035  COUNTRY     -  US
 PS0035  USGS QUAD   -  LAKE BYRON (2017)
 PS0035
 PS0035                         *CURRENT SURVEY CONTROL
 PS0035  ______________________________________________________________________
 PS0035* NAD 83(1986) POSITION- 44 33 58.     (N) 098 13 11.     (W)   SCALED
 PS0035* NAVD 88 ORTHO HEIGHT -   382.486 (meters)     1254.87  (feet) ADJUSTED
 PS0035  ______________________________________________________________________
 PS0035  GEOID HEIGHT    -        -24.603 (meters)                     GEOID18
 PS0035  DYNAMIC HEIGHT  -        382.432 (meters)     1254.70  (feet) COMP
 PS0035  MODELED GRAVITY -    980,466.3   (mgal)                       NAVD 88
 PS0035
 PS0035  VERT ORDER      -  SECOND    CLASS 0
 PS0035
 PS0035.The horizontal coordinates were scaled from a map and have
 PS0035.an estimated accuracy of +/- 6 seconds.
 PS0035
 PS0035.The orthometric height was determined by differential leveling and
 PS0035.adjusted by the NATIONAL GEODETIC SURVEY
 PS0035.in June 1991.
 PS0035
 PS0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0035.GEOID18 height accuracy estimate available here.
 PS0035
 PS0035.Click photographs - Photos may exist for this station.
 PS0035
 PS0035.The dynamic height is computed by dividing the NAVD 88
 PS0035.geopotential number by the normal gravity value computed on the
 PS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0035.degrees latitude (g = 980.6199 gals.).
 PS0035
 PS0035.The modeled gravity was interpolated from observed gravity values.
 PS0035
 PS0035;                    North         East    Units  Estimated Accuracy
 PS0035;SPC SD N     -    82,980.      741,410.      MT  (+/- 180 meters Scaled)
 PS0035
 PS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ619350(NAD 83)
 PS0035
 PS0035                          SUPERSEDED SURVEY CONTROL
 PS0035
 PS0035  NGVD 29 (??/??/92)  382.22   (m)         1254.0    (f) COMPUTED    2 0
 PS0035
 PS0035.Superseded values are not recommended for survey control.
 PS0035
 PS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0035.See file dsdata.pdf to determine how the superseded data were derived.
 PS0035
 PS0035_MARKER: DB = BENCH MARK DISK
 PS0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0035_SP_SET: BRIDGE
 PS0035_STAMPING: W 83 1934
 PS0035_MARK LOGO: CGS
 PS0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0035
 PS0035  HISTORY     - Date     Condition        Report By
 PS0035  HISTORY     - 1934     MONUMENTED       CGS
 PS0035  HISTORY     - 1951     MARK NOT FOUND   USGS
 PS0035
 PS0035                          STATION DESCRIPTION
 PS0035
 PS0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0035'14 MI N FROM HURON.
 PS0035'14.0 MILES NORTH OF C AND NW DEPOT, ALONG HIWAY 37 AT FOOT OF
 PS0035'LONG SLOPE.  103 FEET NORTH OF BEGINNING OF GUARD RAIL FENCE,
 PS0035'12 FEET EAST OF CENTERLINE OF HIWAY.  SET IN THE SOUTHEAST
 PS0035'WINGWALL OF 56 FOOT CONCRETE DECK BRIDGE, 2.5 FEET ABOVE ROAD
 PS0035'LEVEL.
 PS0035
 PS0035                          STATION RECOVERY (1951)
 PS0035
 PS0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PS0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0036 ***********************************************************************
 PS0036  DESIGNATION -  W 83 RESET
 PS0036  PID         -  PS0036
 PS0036  STATE/COUNTY-  SD/BEADLE
 PS0036  COUNTRY     -  US
 PS0036  USGS QUAD   -  LAKE BYRON (2017)
 PS0036
 PS0036                         *CURRENT SURVEY CONTROL
 PS0036  ______________________________________________________________________
 PS0036* NAD 83(1986) POSITION- 44 33 59.     (N) 098 13 11.     (W)   SCALED
 PS0036* NAVD 88 ORTHO HEIGHT -   381.89  (meters)     1252.9   (feet) RESET
 PS0036  ______________________________________________________________________
 PS0036  GEOID HEIGHT    -        -24.602 (meters)                     GEOID18
 PS0036  VERT ORDER      -  THIRD
 PS0036
 PS0036.The horizontal coordinates were scaled from a map and have
 PS0036.an estimated accuracy of +/- 6 seconds.
 PS0036
 PS0036.The orthometric height was computed from unverified reset data.
 PS0036
 PS0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0036.GEOID18 height accuracy estimate available here.
 PS0036
 PS0036.Click photographs - Photos may exist for this station.
 PS0036
 PS0036;                    North         East    Units  Estimated Accuracy
 PS0036;SPC SD N     -    83,010.      741,410.      MT  (+/- 180 meters Scaled)
 PS0036
 PS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ619350(NAD 83)
 PS0036
 PS0036                          SUPERSEDED SURVEY CONTROL
 PS0036
 PS0036.No superseded survey control is available for this station.
 PS0036
 PS0036_MARKER: DB = BENCH MARK DISK
 PS0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0036_STAMPING: W 83 RESET 1951
 PS0036_MARK LOGO: CGS
 PS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0036+STABILITY: SURFACE MOTION
 PS0036
 PS0036  HISTORY     - Date     Condition        Report By
 PS0036  HISTORY     - 1951     MONUMENTED       SDHD
 PS0036  HISTORY     - 1956     GOOD             CGS
 PS0036
 PS0036                          STATION DESCRIPTION
 PS0036
 PS0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PS0036'14 MI N FROM HURON.
 PS0036'14 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND NORTH
 PS0036'WESTERN RAILWAY CROSSING ON DAKOTA AVENUE IN HURON, BEADLE
 PS0036'COUNTY, ABOUT 2000 FEET NORTH AND 74 FEET WEST OF THE NORTH END
 PS0036'OF THE CONCRETE BRIDGE OVER JAMES RIVER, 365 FEET SOUTH AND 74
 PS0036'FEET WEST OF THE EAST QUARTER-CORNER OF SECTION 25, T 113 N,
 PS0036'R 62 W, AND 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE LINE.  A
 PS0036'STANDARD DISK, STAMPED W 83 RESET 1951 AND SET IN THE TOP OF A
 PS0036'CONCRETE POST.  700 FEET NORTH OF CENTERLINE OF HIGHWAY 37 AND
 PS0036'PRIVATE DRIVE EAST.  715 FEET SOUTH OF CENTERLINE OF HIGHWAY 37
 PS0036'AND FIELD ROAD WEST 78 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 PS0036'AND ONE FOOT EAST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0433 ***********************************************************************
 PR0433  DESIGNATION -  W 84 RESET
 PR0433  PID         -  PR0433
 PR0433  STATE/COUNTY-  SD/CODINGTON
 PR0433  COUNTRY     -  US
 PR0433  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0433
 PR0433                         *CURRENT SURVEY CONTROL
 PR0433  ______________________________________________________________________
 PR0433* NAD 83(1986) POSITION- 44 56 41.     (N) 097 10 32.     (W)   SCALED
 PR0433* NAVD 88 ORTHO HEIGHT -   525.93  (meters)     1725.5   (feet) RESET
 PR0433  ______________________________________________________________________
 PR0433  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 PR0433  VERT ORDER      -  THIRD
 PR0433
 PR0433.The horizontal coordinates were scaled from a map and have
 PR0433.an estimated accuracy of +/- 6 seconds.
 PR0433
 PR0433.The orthometric height was computed from unverified reset data.
 PR0433
 PR0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0433.GEOID18 height accuracy estimate available here.
 PR0433
 PR0433.Click photographs - Photos may exist for this station.
 PR0433
 PR0433;                    North         East    Units  Estimated Accuracy
 PR0433;SPC SD N     -   127,390.      822,850.      MT  (+/- 180 meters Scaled)
 PR0433
 PR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ439784(NAD 83)
 PR0433
 PR0433                          SUPERSEDED SURVEY CONTROL
 PR0433
 PR0433.No superseded survey control is available for this station.
 PR0433
 PR0433_MARKER: DB = BENCH MARK DISK
 PR0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0433_SP_SET: BRIDGE WALKWAY
 PR0433_STAMPING: W 84 RESET 1958
 PR0433_MARK LOGO: CGS
 PR0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0433
 PR0433  HISTORY     - Date     Condition        Report By
 PR0433  HISTORY     - 1958     MONUMENTED       SDHD
 PR0433  HISTORY     - 1963     GOOD             CGS
 PR0433
 PR0433                          STATION DESCRIPTION
 PR0433
 PR0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PR0433'AT KEMPESKA.
 PR0433'AT KAMPESKA, CODINGTON COUNTY, AT A 186-FOOT LONG 52-FOOT
 PR0433'WIDE ROADWAY HIGHWAY BRIDGE ON SOUTH DAKOTA NO. 20 OVER LAKE
 PR0433'KAMPESKA OUTLET, IN NORTH PEDESTRIAN WALK, 0.8-FOOT FROM THE
 PR0433'WEST END AND 4.7-FOOT NORTH OF NORTH CURB, 31 FEET NORTH
 PR0433'OF CENTER OF BRIDGE AND ABOUT LEVEL WITH MINNEAPOLIS AND ST.
 PR0433'LOUIS RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0289 ***********************************************************************
 QQ0289  DESIGNATION -  W 85
 QQ0289  PID         -  QQ0289
 QQ0289  STATE/COUNTY-  SD/CLARK
 QQ0289  COUNTRY     -  US
 QQ0289  USGS QUAD   -  CROCKER (2017)
 QQ0289
 QQ0289                         *CURRENT SURVEY CONTROL
 QQ0289  ______________________________________________________________________
 QQ0289* NAD 83(1986) POSITION- 45 06 13.     (N) 097 48 54.     (W)   SCALED
 QQ0289* NAVD 88 ORTHO HEIGHT -   542.963 (meters)     1781.37  (feet) ADJUSTED
 QQ0289  ______________________________________________________________________
 QQ0289  GEOID HEIGHT    -        -24.648 (meters)                     GEOID18
 QQ0289  DYNAMIC HEIGHT  -        542.894 (meters)     1781.14  (feet) COMP
 QQ0289  MODELED GRAVITY -    980,472.3   (mgal)                       NAVD 88
 QQ0289
 QQ0289  VERT ORDER      -  SECOND    CLASS 0
 QQ0289
 QQ0289.The horizontal coordinates were scaled from a map and have
 QQ0289.an estimated accuracy of +/- 6 seconds.
 QQ0289
 QQ0289.The orthometric height was determined by differential leveling and
 QQ0289.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0289.in June 1991.
 QQ0289
 QQ0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0289.GEOID18 height accuracy estimate available here.
 QQ0289
 QQ0289.Click photographs - Photos may exist for this station.
 QQ0289
 QQ0289.The dynamic height is computed by dividing the NAVD 88
 QQ0289.geopotential number by the normal gravity value computed on the
 QQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0289.degrees latitude (g = 980.6199 gals.).
 QQ0289
 QQ0289.The modeled gravity was interpolated from observed gravity values.
 QQ0289
 QQ0289;                    North         East    Units  Estimated Accuracy
 QQ0289;SPC SD N     -   143,480.      771,940.      MT  (+/- 180 meters Scaled)
 QQ0289
 QQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ932951(NAD 83)
 QQ0289
 QQ0289                          SUPERSEDED SURVEY CONTROL
 QQ0289
 QQ0289  NGVD 29 (??/??/92)  542.644  (m)         1780.32   (f) ADJ UNCH    2 0
 QQ0289
 QQ0289.Superseded values are not recommended for survey control.
 QQ0289
 QQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0289.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0289
 QQ0289_MARKER: DB = BENCH MARK DISK
 QQ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0289_STAMPING: W 85 1934
 QQ0289_MARK LOGO: CGS
 QQ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0289+STABILITY: SURFACE MOTION
 QQ0289
 QQ0289  HISTORY     - Date     Condition        Report By
 QQ0289  HISTORY     - 1934     MONUMENTED       CGS
 QQ0289
 QQ0289                          STATION DESCRIPTION
 QQ0289
 QQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0289'1.5 MI W FROM CROCKER.
 QQ0289'ABOUT 1.5 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0289'FROM THE STATION AT CROCKER, CLARK COUNTY, ABOUT 90 FEET WEST OF
 QQ0289'MILEPOST 275, ABOUT 8 POLES WEST OF A PUBLIC-ROAD CROSSING
 QQ0289'BETWEEN TWO CUTS, 42 FEET NORTH OF THE WEST END OF A RAILREST,
 QQ0289'21 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2.5
 QQ0289'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED W 85 1934
 QQ0289'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0120 ***********************************************************************
 QR0120  DESIGNATION -  W 86
 QR0120  PID         -  QR0120
 QR0120  STATE/COUNTY-  SD/SPINK
 QR0120  COUNTRY     -  US
 QR0120  USGS QUAD   -  NORTHVILLE (2017)
 QR0120
 QR0120                         *CURRENT SURVEY CONTROL
 QR0120  ______________________________________________________________________
 QR0120* NAD 83(1986) POSITION- 45 09 24.     (N) 098 30 47.     (W)   SCALED
 QR0120* NAVD 88 ORTHO HEIGHT -   395.190 (meters)     1296.55  (feet) ADJUSTED
 QR0120  ______________________________________________________________________
 QR0120  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 QR0120  DYNAMIC HEIGHT  -        395.153 (meters)     1296.43  (feet) COMP
 QR0120  MODELED GRAVITY -    980,511.5   (mgal)                       NAVD 88
 QR0120
 QR0120  VERT ORDER      -  SECOND    CLASS 0
 QR0120
 QR0120.The horizontal coordinates were scaled from a map and have
 QR0120.an estimated accuracy of +/- 6 seconds.
 QR0120
 QR0120.The orthometric height was determined by differential leveling and
 QR0120.adjusted by the NATIONAL GEODETIC SURVEY
 QR0120.in June 1991.
 QR0120
 QR0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0120.GEOID18 height accuracy estimate available here.
 QR0120
 QR0120.Click photographs - Photos may exist for this station.
 QR0120
 QR0120.The dynamic height is computed by dividing the NAVD 88
 QR0120.geopotential number by the normal gravity value computed on the
 QR0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0120.degrees latitude (g = 980.6199 gals.).
 QR0120
 QR0120.The modeled gravity was interpolated from observed gravity values.
 QR0120
 QR0120;                    North         East    Units  Estimated Accuracy
 QR0120;SPC SD N     -   148,130.      716,910.      MT  (+/- 180 meters Scaled)
 QR0120
 QR0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR382004(NAD 83)
 QR0120
 QR0120                          SUPERSEDED SURVEY CONTROL
 QR0120
 QR0120  NGVD 29 (??/??/92)  394.905  (m)         1295.62   (f) ADJ UNCH    2 0
 QR0120
 QR0120.Superseded values are not recommended for survey control.
 QR0120
 QR0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0120.See file dsdata.pdf to determine how the superseded data were derived.
 QR0120
 QR0120_MARKER: DB = BENCH MARK DISK
 QR0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0120_STAMPING: W 86 1934
 QR0120_MARK LOGO: CGS
 QR0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0120+STABILITY: SURFACE MOTION
 QR0120
 QR0120  HISTORY     - Date     Condition        Report By
 QR0120  HISTORY     - 1934     MONUMENTED       CGS
 QR0120  HISTORY     - 19970422 MARK NOT FOUND   NGS
 QR0120
 QR0120                          STATION DESCRIPTION
 QR0120
 QR0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0120'0.9 MI W FROM MELLETTE.
 QR0120'0.9 MILES WEST OF MELLETTE BY RAIL ALONG THE M AND ST L RAILROAD,
 QR0120'16 1/2 POLES WEST OF MILEPOLE 311.  39 FEET EAST OF THE CENTERLINE
 QR0120'OF PUBLIC ROAD CROSSING, THENCE 40 FT SOUTH OF THE CENTERLINE
 QR0120'OF TRACK.  6 FEET NORTH OF RIGHT OF WAY FENCE AND 2.5 FEET
 QR0120'BELOW LEVEL OF TRACK.
 QR0120
 QR0120                          STATION RECOVERY (1997)
 QR0120
 QR0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0120'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0153 ***********************************************************************
 QR0153  DESIGNATION -  W 89
 QR0153  PID         -  QR0153
 QR0153  STATE/COUNTY-  SD/BROWN
 QR0153  COUNTRY     -  US
 QR0153  USGS QUAD   -  RICHMOND NW (2017)
 QR0153
 QR0153                         *CURRENT SURVEY CONTROL
 QR0153  ______________________________________________________________________
 QR0153* NAD 83(1986) POSITION- 45 44 10.     (N) 098 40 30.     (W)   SCALED
 QR0153* NAVD 88 ORTHO HEIGHT -   440.691 (meters)     1445.83  (feet) ADJUSTED
 QR0153  ______________________________________________________________________
 QR0153  GEOID HEIGHT    -        -24.121 (meters)                     GEOID18
 QR0153  DYNAMIC HEIGHT  -        440.669 (meters)     1445.76  (feet) COMP
 QR0153  MODELED GRAVITY -    980,552.9   (mgal)                       NAVD 88
 QR0153
 QR0153  VERT ORDER      -  SECOND    CLASS 0
 QR0153
 QR0153.The horizontal coordinates were scaled from a map and have
 QR0153.an estimated accuracy of +/- 6 seconds.
 QR0153
 QR0153.The orthometric height was determined by differential leveling and
 QR0153.adjusted by the NATIONAL GEODETIC SURVEY
 QR0153.in June 1991.
 QR0153
 QR0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0153.GEOID18 height accuracy estimate available here.
 QR0153
 QR0153.Click photographs - Photos may exist for this station.
 QR0153
 QR0153.The dynamic height is computed by dividing the NAVD 88
 QR0153.geopotential number by the normal gravity value computed on the
 QR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0153.degrees latitude (g = 980.6199 gals.).
 QR0153
 QR0153.The modeled gravity was interpolated from observed gravity values.
 QR0153
 QR0153;                    North         East    Units  Estimated Accuracy
 QR0153;SPC SD N     -   212,290.      703,120.      MT  (+/- 180 meters Scaled)
 QR0153
 QR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR252647(NAD 83)
 QR0153
 QR0153                          SUPERSEDED SURVEY CONTROL
 QR0153
 QR0153  NGVD 29 (??/??/92)  440.366  (m)         1444.77   (f) ADJ UNCH    2 0
 QR0153
 QR0153.Superseded values are not recommended for survey control.
 QR0153
 QR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0153.See file dsdata.pdf to determine how the superseded data were derived.
 QR0153
 QR0153_MARKER: DB = BENCH MARK DISK
 QR0153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0153_SP_SET: BOX CULVERT HEADWALL
 QR0153_STAMPING: W 89 1934
 QR0153_MARK LOGO: CGS
 QR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0153+STABILITY: SURFACE MOTION
 QR0153
 QR0153  HISTORY     - Date     Condition        Report By
 QR0153  HISTORY     - 1934     MONUMENTED       CGS
 QR0153
 QR0153                          STATION DESCRIPTION
 QR0153
 QR0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0153'9 MI W FROM BARNARD.
 QR0153'ABOUT 9 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0153'AT BARNARD, BROWN COUNTY, 325 FEET WEST OF THE CORNER OF A FENCE
 QR0153'LEADING NORTH, IN A LONG FLAT, AT A TRIPLE 4- BY 10-FOOT REINFORCED
 QR0153'CONCRETE-BOX CULVERT, IN THE TOP OF THE WEST END OF THE NORTH
 QR0153'HEADWALL, AND 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A
 QR0153'STANDARD DISK, STAMPED W 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0295 ***********************************************************************
 OS0295  DESIGNATION -  W 9
 OS0295  PID         -  OS0295
 OS0295  STATE/COUNTY-  SD/JACKSON
 OS0295  COUNTRY     -  US
 OS0295  USGS QUAD   -  BELVIDERE SW (2017)
 OS0295
 OS0295                         *CURRENT SURVEY CONTROL
 OS0295  ______________________________________________________________________
 OS0295* NAD 83(1986) POSITION- 43 50 39.     (N) 101 26 33.     (W)   SCALED
 OS0295* NAVD 88 ORTHO HEIGHT -   728.327 (meters)     2389.52  (feet) ADJUSTED
 OS0295  ______________________________________________________________________
 OS0295  GEOID HEIGHT    -        -21.882 (meters)                     GEOID18
 OS0295  DYNAMIC HEIGHT  -        728.090 (meters)     2388.74  (feet) COMP
 OS0295  MODELED GRAVITY -    980,270.1   (mgal)                       NAVD 88
 OS0295
 OS0295  VERT ORDER      -  FIRST     CLASS II
 OS0295
 OS0295.The horizontal coordinates were scaled from a map and have
 OS0295.an estimated accuracy of +/- 6 seconds.
 OS0295
 OS0295.The orthometric height was determined by differential leveling and
 OS0295.adjusted by the NATIONAL GEODETIC SURVEY
 OS0295.in June 1991.
 OS0295
 OS0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0295.GEOID18 height accuracy estimate available here.
 OS0295
 OS0295.Click photographs - Photos may exist for this station.
 OS0295
 OS0295.The dynamic height is computed by dividing the NAVD 88
 OS0295.geopotential number by the normal gravity value computed on the
 OS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0295.degrees latitude (g = 980.6199 gals.).
 OS0295
 OS0295.The modeled gravity was interpolated from observed gravity values.
 OS0295
 OS0295;                    North         East    Units  Estimated Accuracy
 OS0295;SPC SD S     -   168,440.      510,820.      MT  (+/- 180 meters Scaled)
 OS0295
 OS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP036574(NAD 83)
 OS0295
 OS0295                          SUPERSEDED SURVEY CONTROL
 OS0295
 OS0295  NGVD 29 (??/??/92)  727.851  (m)         2387.96   (f) ADJ UNCH    1 2
 OS0295
 OS0295.Superseded values are not recommended for survey control.
 OS0295
 OS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0295.See file dsdata.pdf to determine how the superseded data were derived.
 OS0295
 OS0295_MARKER: DB = BENCH MARK DISK
 OS0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0295_STAMPING: W 9 1925 2387.866
 OS0295_MARK LOGO: CGS
 OS0295_PROJECTION: FLUSH
 OS0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0295+STABILITY: SURFACE MOTION
 OS0295
 OS0295  HISTORY     - Date     Condition        Report By
 OS0295  HISTORY     - 1925     MONUMENTED       CGS
 OS0295  HISTORY     - 1962     GOOD             CGS
 OS0295
 OS0295                          STATION DESCRIPTION
 OS0295
 OS0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0295'3.8 MI E FROM KADOKA.
 OS0295'ABOUT 3.85 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0295'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, 4 POLES EAST
 OS0295'OF MILE POST 558 AND AT AN ABANDONED ROAD CROSSING, 38 FEET
 OS0295'SOUTH OF SOUTH RAIL, 9 FEET WEST OF A TELEPHONE POLE, 9 FEET
 OS0295'NORTH OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 OS0295'LEVEL WITH THE RAIL, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 OS0295'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0257 ***********************************************************************
 QQ0257  DESIGNATION -  W 91
 QQ0257  PID         -  QQ0257
 QQ0257  STATE/COUNTY-  SD/DAY
 QQ0257  COUNTRY     -  US
 QQ0257  USGS QUAD   -  PIERPONT (2017)
 QQ0257
 QQ0257                         *CURRENT SURVEY CONTROL
 QQ0257  ______________________________________________________________________
 QQ0257* NAD 83(1986) POSITION- 45 27 51.     (N) 097 50 15.     (W)   SCALED
 QQ0257* NAVD 88 ORTHO HEIGHT -   459.414 (meters)     1507.26  (feet) ADJUSTED
 QQ0257  ______________________________________________________________________
 QQ0257  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 QQ0257  DYNAMIC HEIGHT  -        459.376 (meters)     1507.14  (feet) COMP
 QQ0257  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 QQ0257
 QQ0257  VERT ORDER      -  SECOND    CLASS 0
 QQ0257
 QQ0257.The horizontal coordinates were scaled from a map and have
 QQ0257.an estimated accuracy of +/- 6 seconds.
 QQ0257
 QQ0257.The orthometric height was determined by differential leveling and
 QQ0257.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0257.in June 1991.
 QQ0257
 QQ0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0257.GEOID18 height accuracy estimate available here.
 QQ0257
 QQ0257.Click photographs - Photos may exist for this station.
 QQ0257
 QQ0257.The dynamic height is computed by dividing the NAVD 88
 QQ0257.geopotential number by the normal gravity value computed on the
 QQ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0257.degrees latitude (g = 980.6199 gals.).
 QQ0257
 QQ0257.The modeled gravity was interpolated from observed gravity values.
 QQ0257
 QQ0257;                    North         East    Units  Estimated Accuracy
 QQ0257;SPC SD N     -   183,480.      769,100.      MT  (+/- 180 meters Scaled)
 QQ0257
 QQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR908351(NAD 83)
 QQ0257
 QQ0257                          SUPERSEDED SURVEY CONTROL
 QQ0257
 QQ0257  NGVD 29 (??/??/92)  459.124  (m)         1506.31   (f) ADJ UNCH    2 0
 QQ0257
 QQ0257.Superseded values are not recommended for survey control.
 QQ0257
 QQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0257.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0257
 QQ0257_MARKER: DB = BENCH MARK DISK
 QQ0257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0257_SP_SET: CULVERT HEADWALL
 QQ0257_STAMPING: W 91 1934
 QQ0257_MARK LOGO: CGS
 QQ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0257+STABILITY: SURFACE MOTION
 QQ0257
 QQ0257  HISTORY     - Date     Condition        Report By
 QQ0257  HISTORY     - 1934     MONUMENTED       CGS
 QQ0257  HISTORY     - 1958     MARK NOT FOUND   USGS
 QQ0257
 QQ0257                          STATION DESCRIPTION
 QQ0257
 QQ0257'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QQ0257'2.3 MI S FROM PIERPONT.
 QQ0257'2.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0257'PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT PIERPONT, DAY COUNTY,
 QQ0257'7 POLES SOUTH OF MILEPOST, 140 FEET SOUTH OF THE CENTER OF THE
 QQ0257'CROSSING OF STATE HIGHWAY 25, AND 25 FEET SOUTHEAST OF THE
 QQ0257'CENTERLINE OF THE TRACK, AT A 2-FOOT CONCRETE PIPE CULVERT UNDER
 QQ0257'THE HIGHWAY, IN THE CENTER OF THE WEST CONCRETE HEADWALL, ABOUT
 QQ0257'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 91 1934.
 QQ0257'NOTE-- USGS REPORTS THERE IS NO LONGER A 2 FOOT CONCRETE PIPE
 QQ0257'CULVERT UNDER THE HIGHWAY AT POSITION DESCRIBED ABOVE.  ALL
 QQ0257'OTHER CULVERTS IN AREA WERE CHECKED AND THE BENCH MARK COULD
 QQ0257'NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0163 ***********************************************************************
 QQ0163  DESIGNATION -  W 92
 QQ0163  PID         -  QQ0163
 QQ0163  STATE/COUNTY-  SD/ROBERTS
 QQ0163  COUNTRY     -  US
 QQ0163  USGS QUAD   -  LA MARS (2018)
 QQ0163
 QQ0163                         *CURRENT SURVEY CONTROL
 QQ0163  ______________________________________________________________________
 QQ0163* NAD 83(1986) POSITION- 45 54 39.     (N) 096 41 06.     (W)   SCALED
 QQ0163* NAVD 88 ORTHO HEIGHT -   329.113 (meters)     1079.76  (feet) ADJUSTED
 QQ0163  ______________________________________________________________________
 QQ0163  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 QQ0163  DYNAMIC HEIGHT  -        329.110 (meters)     1079.76  (feet) COMP
 QQ0163  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 QQ0163
 QQ0163  VERT ORDER      -  SECOND    CLASS 0
 QQ0163
 QQ0163.The horizontal coordinates were scaled from a map and have
 QQ0163.an estimated accuracy of +/- 6 seconds.
 QQ0163
 QQ0163.The orthometric height was determined by differential leveling and
 QQ0163.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0163.in June 1991.
 QQ0163
 QQ0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0163.GEOID18 height accuracy estimate available here.
 QQ0163
 QQ0163.Click photographs - Photos may exist for this station.
 QQ0163
 QQ0163.The dynamic height is computed by dividing the NAVD 88
 QQ0163.geopotential number by the normal gravity value computed on the
 QQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0163.degrees latitude (g = 980.6199 gals.).
 QQ0163
 QQ0163.The modeled gravity was interpolated from observed gravity values.
 QQ0163
 QQ0163;                    North         East    Units  Estimated Accuracy
 QQ0163;SPC SD N     -   236,140.      857,140.      MT  (+/- 180 meters Scaled)
 QQ0163
 QQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR795867(NAD 83)
 QQ0163
 QQ0163                          SUPERSEDED SURVEY CONTROL
 QQ0163
 QQ0163  NGVD 29 (??/??/92)  328.901  (m)         1079.07   (f) ADJ UNCH    2 0
 QQ0163
 QQ0163.Superseded values are not recommended for survey control.
 QQ0163
 QQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0163.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0163
 QQ0163_MARKER: DB = BENCH MARK DISK
 QQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0163_STAMPING: W 92 1934
 QQ0163_MARK LOGO: CGS
 QQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0163+STABILITY: SURFACE MOTION
 QQ0163
 QQ0163  HISTORY     - Date     Condition        Report By
 QQ0163  HISTORY     - 1934     MONUMENTED       CGS
 QQ0163  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0163
 QQ0163                          STATION DESCRIPTION
 QQ0163
 QQ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0163'4.4 MI NE FROM ROSHOLT.
 QQ0163'4.4 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0163'STE. MARIE RAILWAY FROM THE STATION AT ROSHOLT, ROBERTS COUNTY,
 QQ0163'ABOUT 1/2 POLE NORTH OF MILEPOST 14, AT A PRIVATE-ROAD CROSSING,
 QQ0163'118 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44 FEET EAST
 QQ0163'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN
 QQ0163'THE TRACK.  A STANDARD DISK, STAMPED W 92 1934 AND SET IN THE
 QQ0163'TOP OF A CONCRETE POST.  NOTE-- MINNEAPOLIS, ST. PAUL AND SAULT
 QQ0163'STE. MAIRE RAILWAY IS NOW THE SOO LINE RAILROAD.
 QQ0163
 QQ0163                          STATION RECOVERY (1972)
 QQ0163
 QQ0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0343 ***********************************************************************
 PR0343  DESIGNATION -  W 93 RESET
 PR0343  PID         -  PR0343
 PR0343  STATE/COUNTY-  SD/DEUEL
 PR0343  COUNTRY     -  US
 PR0343  USGS QUAD   -  TORONTO (2017)
 PR0343
 PR0343                         *CURRENT SURVEY CONTROL
 PR0343  ______________________________________________________________________
 PR0343* NAD 83(1986) POSITION- 44 34 22.     (N) 096 43 20.     (W)   SCALED
 PR0343* NAVD 88 ORTHO HEIGHT -   558.290 (meters)     1831.66  (feet) ADJUSTED
 PR0343  ______________________________________________________________________
 PR0343  GEOID HEIGHT    -        -25.102 (meters)                     GEOID18
 PR0343  DYNAMIC HEIGHT  -        558.196 (meters)     1831.35  (feet) COMP
 PR0343  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 PR0343
 PR0343  VERT ORDER      -  SECOND    CLASS 0
 PR0343
 PR0343.The horizontal coordinates were scaled from a map and have
 PR0343.an estimated accuracy of +/- 6 seconds.
 PR0343
 PR0343.The orthometric height was determined by differential leveling and
 PR0343.adjusted by the NATIONAL GEODETIC SURVEY
 PR0343.in June 1991.
 PR0343
 PR0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0343.GEOID18 height accuracy estimate available here.
 PR0343
 PR0343.Click photographs - Photos may exist for this station.
 PR0343
 PR0343.The dynamic height is computed by dividing the NAVD 88
 PR0343.geopotential number by the normal gravity value computed on the
 PR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0343.degrees latitude (g = 980.6199 gals.).
 PR0343
 PR0343.The modeled gravity was interpolated from observed gravity values.
 PR0343
 PR0343;                    North         East    Units  Estimated Accuracy
 PR0343;SPC SD N     -    87,440.      860,280.      MT  (+/- 180 meters Scaled)
 PR0343
 PR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ808380(NAD 83)
 PR0343
 PR0343                          SUPERSEDED SURVEY CONTROL
 PR0343
 PR0343  NGVD 29 (??/??/92)  558.018  (m)         1830.76   (f) ADJ UNCH    2 0
 PR0343
 PR0343.Superseded values are not recommended for survey control.
 PR0343
 PR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0343.See file dsdata.pdf to determine how the superseded data were derived.
 PR0343
 PR0343_MARKER: DB = BENCH MARK DISK
 PR0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0343_STAMPING: W 93 RESET 1941
 PR0343_MARK LOGO: CGS
 PR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0343+STABILITY: SURFACE MOTION
 PR0343
 PR0343  HISTORY     - Date     Condition        Report By
 PR0343  HISTORY     - 1941     MONUMENTED       SDHD
 PR0343  HISTORY     - 1949     GOOD             CGS
 PR0343
 PR0343                          STATION DESCRIPTION
 PR0343
 PR0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0343'3.8 MI W FROM TORONTO.
 PR0343'2.1 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO, ROCK
 PR0343'ISLAND AND PACIFIC RAILROAD STATION AT TORONTO, THENCE 1.75 MILES
 PR0343'WEST ALONG U.S. HIGHWAY 77, 275 FEET EAST OF THE CENTER LINE
 PR0343'OF A NORTH-SOUTH ROAD, 50 FEET NORTH OF THE CENTER LINE OF THE
 PR0343'HIGHWAY, 51.0 FEET NORTHWEST OF THE NORTH END OF A 3-FOOT CONCRETE
 PR0343'TUBE CULVERT, 1.5 FEET NORTH OF A RIGHT-OF-WAY FENCE, 2.3 FEET
 PR0343'NORTH OF A REFERENCE POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 PR0343'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.1
 PR0343'FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0224 ***********************************************************************
 PR0224  DESIGNATION -  W 95
 PR0224  PID         -  PR0224
 PR0224  STATE/COUNTY-  SD/BROOKINGS
 PR0224  COUNTRY     -  US
 PR0224  USGS QUAD   -  WHITE SE (2017)
 PR0224
 PR0224                         *CURRENT SURVEY CONTROL
 PR0224  ______________________________________________________________________
 PR0224* NAD 83(1986) POSITION- 44 15 57.     (N) 096 36 28.     (W)   SCALED
 PR0224* NAVD 88 ORTHO HEIGHT -   508.112 (meters)     1667.03  (feet) ADJUSTED
 PR0224  ______________________________________________________________________
 PR0224  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 PR0224  DYNAMIC HEIGHT  -        508.009 (meters)     1666.69  (feet) COMP
 PR0224  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 PR0224
 PR0224  VERT ORDER      -  SECOND    CLASS 0
 PR0224
 PR0224.The horizontal coordinates were scaled from a map and have
 PR0224.an estimated accuracy of +/- 6 seconds.
 PR0224
 PR0224.The orthometric height was determined by differential leveling and
 PR0224.adjusted by the NATIONAL GEODETIC SURVEY
 PR0224.in June 1991.
 PR0224
 PR0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0224.GEOID18 height accuracy estimate available here.
 PR0224
 PR0224.Click photographs - Photos may exist for this station.
 PR0224
 PR0224.The dynamic height is computed by dividing the NAVD 88
 PR0224.geopotential number by the normal gravity value computed on the
 PR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0224.degrees latitude (g = 980.6199 gals.).
 PR0224
 PR0224.The modeled gravity was interpolated from observed gravity values.
 PR0224
 PR0224;                    North         East    Units  Estimated Accuracy
 PR0224;SPC SD N     -    53,740.      870,790.      MT  (+/- 180 meters Scaled)
 PR0224
 PR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ909041(NAD 83)
 PR0224
 PR0224                          SUPERSEDED SURVEY CONTROL
 PR0224
 PR0224  NGVD 29 (??/??/92)  507.854  (m)         1666.18   (f) ADJ UNCH    2 0
 PR0224
 PR0224.Superseded values are not recommended for survey control.
 PR0224
 PR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0224.See file dsdata.pdf to determine how the superseded data were derived.
 PR0224
 PR0224_MARKER: DB = BENCH MARK DISK
 PR0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0224_STAMPING: W 95 1934
 PR0224_MARK LOGO: CGS
 PR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0224+STABILITY: SURFACE MOTION
 PR0224
 PR0224  HISTORY     - Date     Condition        Report By
 PR0224  HISTORY     - 1934     MONUMENTED       CGS
 PR0224
 PR0224                          STATION DESCRIPTION
 PR0224
 PR0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0224'4.1 MI E FROM AURORA.
 PR0224'4.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0224'THE STATION AT AURORA, BROOKINGS COUNTY, 14 FEET NORTH OF
 PR0224'MILEPOST 281, 140 FEET WEST OF A ROAD CROSSING, 52 FEET NORTH
 PR0224'OF THE CENTER LINE OF THE TRACK, 2 FEET NORTH OF THE RIGHT-OF-WAY
 PR0224'FENCE, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 PR0224'STAMPED W 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AA2871 ***********************************************************************
 AA2871  DESIGNATION -  WABA
 AA2871  PID         -  AA2871
 AA2871  STATE/COUNTY-  SD/DAY
 AA2871  COUNTRY     -  US
 AA2871  USGS QUAD   -  ENEMY SWIM LAKE WEST (2017)
 AA2871
 AA2871                         *CURRENT SURVEY CONTROL
 AA2871  ______________________________________________________________________
 AA2871* NAD 83(2011) POSITION- 45 25 28.77579(N) 097 19 37.19005(W)   ADJUSTED
 AA2871* NAD 83(2011) ELLIP HT-   532.221 (meters)        (06/27/12)   ADJUSTED
 AA2871* NAD 83(2011) EPOCH   -  2010.00
 AA2871* NAVD 88 ORTHO HEIGHT -   557.5   (meters)     1829.    (feet) GPS OBS
 AA2871  ______________________________________________________________________
 AA2871  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA2871  GEOID HEIGHT    -         -24.56 (meters)                     GEOID93
 AA2871  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 AA2871  NAD 83(2011) X  -   -571,913.168 (meters)                     COMP
 AA2871  NAD 83(2011) Y  - -4,447,851.053 (meters)                     COMP
 AA2871  NAD 83(2011) Z  -  4,520,975.435 (meters)                     COMP
 AA2871  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 AA2871
 AA2871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2871  Standards:
 AA2871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2871  -------------------------------------------------------------------
 AA2871  NETWORK    0.99   2.31           0.44   0.36   1.18      0.01575796
 AA2871  -------------------------------------------------------------------
 AA2871  Click here for local accuracies and other accuracy information.
 AA2871
 AA2871.The horizontal coordinates were established by GPS observations
 AA2871.and adjusted by the National Geodetic Survey in June 2012.
 AA2871
 AA2871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2871.been affixed to the stable North American tectonic plate. See 
 AA2871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2871
 AA2871.The horizontal coordinates are valid at the epoch date displayed above
 AA2871.which is a decimal equivalence of Year/Month/Day.
 AA2871
 AA2871.The orthometric height was determined by GPS observations and a
 AA2871.high-resolution geoid model.
 AA2871
 AA2871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2871.GEOID18 height accuracy estimate available here.
 AA2871
 AA2871.Click photographs - Photos may exist for this station.
 AA2871
 AA2871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2871
 AA2871.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2871
 AA2871.The ellipsoidal height was determined by GPS observations
 AA2871.and is referenced to NAD 83.
 AA2871
 AA2871. The following values were computed from the NAD 83(2011) position.
 AA2871
 AA2871;                    North         East     Units Scale Factor Converg.
 AA2871;SPC SD N     -   180,288.190   809,148.859   MT  0.99996033   +1 53 30.4
 AA2871;SPC SD N     -   591,495.50  2,654,682.55   sFT  0.99996033   +1 53 30.4
 AA2871;UTM  14      - 5,031,487.818   630,880.311   MT  0.99981061   +1 11 30.8
 AA2871
 AA2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2871!SPC SD N     -   0.99991657  x   0.99996033  =   0.99987690
 AA2871!UTM  14      -   0.99991657  x   0.99981061  =   0.99972719
 AA2871
 AA2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3088031487(NAD 83)
 AA2871
 AA2871                          SUPERSEDED SURVEY CONTROL
 AA2871
 AA2871  NAD 83(2007)-  45 25 28.77597(N)    097 19 37.19084(W) AD(2002.00) 0
 AA2871  ELLIP H (02/10/07)  532.250  (m)                       GP(2002.00)    
 AA2871  ELLIP H (04/09/04)  532.298  (m)                       GP(       ) 4 2
 AA2871  NAD 83(1994)-  45 25 28.77557(N)    097 19 37.19024(W) AD(       ) A
 AA2871  ELLIP H (09/21/95)  532.329  (m)                       GP(       ) 2 1
 AA2871  NAD 83(1992)-  45 25 28.77678(N)    097 19 37.19046(W) AD(       ) A
 AA2871  ELLIP H (11/28/94)  532.314  (m)                       GP(       ) 1 1
 AA2871
 AA2871.Superseded values are not recommended for survey control.
 AA2871
 AA2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2871.See file dsdata.pdf to determine how the superseded data were derived.
 AA2871
 AA2871_MARKER: F = FLANGE-ENCASED ROD
 AA2871_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2871_STAMPING: WABA 1992
 AA2871_MARK LOGO: NGS
 AA2871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2871+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 AA2871
 AA2871  HISTORY     - Date     Condition        Report By
 AA2871  HISTORY     - 1992     MONUMENTED       USFWS
 AA2871  HISTORY     - 20230912 GOOD             SDDT
 AA2871
 AA2871                          STATION DESCRIPTION
 AA2871
 AA2871'DESCRIBED BY US FISH AND WILDLIFE SERVICE 1992
 AA2871'STATION IS LOCATED ABOUT 18 KM (11.18 MI) NORTHEAST OF WEBSTER, 11 KM
 AA2871'(6.84 MI) NORTHWEST OF WAUBAY, ALONG ROAD BETWEEN HILLEBRANDS AND
 AA2871'SPRING LAKES, AT THE HEADQUARTERS OF WAUBAY NATIONAL WILDLIFE REFUGE.
 AA2871'OWNERSHIP--US GOVERNMENT, DEPARTMENT OF INTERIOR, FISH AND WILDLIFE
 AA2871'SERVICE.  CONTACT--DICK GILBERT, WILDLIFE REFUGE MANAGER,
 AA2871'605-947-4521.
 AA2871'
 AA2871'TO REACH FROM INTERSECTION OF US HIGHWAY 12 AND MAIN STREET IN WAUBAY,
 AA2871'GO EAST ON HIGHWAY 12 FOR 2.4 KM (1.49 MI) TO JUNCTION WITH STATE
 AA2871'HIGHWAY 1.  GO NORTHERLY ON HIGHWAY 1 FOR 11.6 KM (7.21 MI) TO
 AA2871'JUNCTION WITH WAUBAY NATIONAL WILDLIFE REFUGE GRAVEL ROAD.  GO
 AA2871'WEST-SOUTHWEST ON REFUGE ROAD FOR 2.4 KM (1.49 MI) TO REFUGE
 AA2871'HEADQUARTERS ON RIGHT.  GO TOWARDS HQ BUILDING ON HQ ROAD FOR 0.4 KM
 AA2871'(0.25 MI) TO HQ BUILDING AND STATION TOWER ON RIGHT.
 AA2871'
 AA2871'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL IN A
 AA2871'GREASE FILLED SLEEVE ENCASED IN 12.7 CM PVC PIPE WITH LOGO CAP.  IT IS
 AA2871'26 M (85.30 FT) SOUTHWEST OF SOUTHWEST CORNER OF HQ BUILDING WITH 6.5
 AA2871'M (21.33 FT) TOWER ERECTED OVER STATION.
 AA2871
 AA2871                          STATION RECOVERY (2023)
 AA2871
 AA2871'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (JC)
 AA2871'MARK FOUND AS DESCRIBED.  OCCUPYING THE POINT IS ONLY POSSIBLE FROM
 AA2871'THE TOP OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0937 ***********************************************************************
 QS0937  DESIGNATION -  WAGNER
 QS0937  PID         -  QS0937
 QS0937  STATE/COUNTY-  SD/CORSON
 QS0937  COUNTRY     -  US
 QS0937  USGS QUAD   -  COTTONWOOD CREEK NW (2017)
 QS0937
 QS0937                         *CURRENT SURVEY CONTROL
 QS0937  ______________________________________________________________________
 QS0937* NAD 83(1996) POSITION- 45 42 03.50703(N) 101 44 23.83447(W)   ADJUSTED
 QS0937* NAVD 88 ORTHO HEIGHT -   683.    (meters)     2241.    (feet) SCALED
 QS0937  ______________________________________________________________________
 QS0937  GEOID HEIGHT    -        -19.902 (meters)                     GEOID18
 QS0937  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 QS0937  HORZ ORDER      -  SECOND
 QS0937
 QS0937.The horizontal coordinates were established by classical geodetic methods
 QS0937.and adjusted by the National Geodetic Survey in January 1998.
 QS0937
 QS0937.The orthometric height was scaled from a topographic map.
 QS0937
 QS0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0937.GEOID18 height accuracy estimate available here.
 QS0937
 QS0937.Click photographs - Photos may exist for this station.
 QS0937
 QS0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0937
 QS0937. The following values were computed from the NAD 83(1996) position.
 QS0937
 QS0937;                    North         East     Units Scale Factor Converg.
 QS0937;SPC SD N     -   209,000.905   464,503.178   MT  1.00000345   -1 13 53.2
 QS0937;SPC SD N     -   685,697.14  1,523,957.51   sFT  1.00000345   -1 13 53.2
 QS0937;UTM  14      - 5,064,476.101   286,700.933   MT  1.00015938   -1 57 42.2
 QS0937
 QS0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0937!SPC SD N     -   0.99989598  x   1.00000345  =   0.99989943
 QS0937!UTM  14      -   0.99989598  x   1.00015938  =   1.00005535
 QS0937
 QS0937:                Primary Azimuth Mark                     Grid Az
 QS0937:SPC SD N     -  WAGNER AZ MK                             021 03 11.0
 QS0937:UTM  14      -  WAGNER AZ MK                             021 47 00.0
 QS0937
 QS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8670064476(NAD 83)
 QS0937
 QS0937|---------------------------------------------------------------------|
 QS0937| PID    Reference Object                     Distance      Geod. Az  |
 QS0937|                                                           dddmmss.s |
 QS0937| CQ8943 WAGNER AZ MK                                       0194917.8 |
 QS0937| CQ8944 WAGNER RM 1                                        13930     |
 QS0937| CQ8945 WAGNER RM 2                                        22409     |
 QS0937|---------------------------------------------------------------------|
 QS0937
 QS0937                          SUPERSEDED SURVEY CONTROL
 QS0937
 QS0937  NAD 83(1986)-  45 42 03.49838(N)    101 44 23.83198(W) AD(       ) 2
 QS0937  NAD 27      -  45 42 03.50700(N)    101 44 22.34400(W) AD(       ) 2
 QS0937
 QS0937.Superseded values are not recommended for survey control.
 QS0937
 QS0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0937.See file dsdata.pdf to determine how the superseded data were derived.
 QS0937
 QS0937_MARKER: DS = TRIANGULATION STATION DISK
 QS0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0937_STAMPING: WAGNER 1951
 QS0937_MARK LOGO: CGS
 QS0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0937+STABILITY: SURFACE MOTION
 QS0937
 QS0937  HISTORY     - Date     Condition        Report By
 QS0937  HISTORY     - 1951     MONUMENTED       CGS
 QS0937
 QS0937                          STATION DESCRIPTION
 QS0937
 QS0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0937'THE STATION IS LOCATED ABOUT 16 MILES SOUTH AND 4-1/2 MILES
 QS0937'EAST OF KELDRON, 16 MILES SOUTH AND 1 MILE WEST OF MORRISTOWN,
 QS0937'1-1/2 MILES NORTH OF GRAND RIVER, AND 9 FEET SOUTH OF A WITNESS
 QS0937'POST.
 QS0937'
 QS0937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QS0937'A GRAVEL ROAD LEADING SOUTH, 1/2 MILE NORTHEAST OF KELDRON,
 QS0937'GO SOUTH ON THE MAIN GRAVEL ROAD FOR 10.35 MILES TO A CROSSROAD.
 QS0937'TURN LEFT, EAST, AND GO FOR 2.1 MILES TO ANOTHER CROSSROAD.
 QS0937'TURN RIGHT, SOUTHERLY, AND FOLLOW THE MAIN DIRT ROAD FOR 3.1
 QS0937'MILES.  TURN LEFT WITH THE MAIN ROAD AND GO EASTERLY FOR 1 MILE.
 QS0937'TURN RIGHT, SOUTHERLY, AND FOLLOW THE MAIN ROAD FOR 3 MILES TO
 QS0937'A CROSSROAD, AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QS0937'CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 0.5 MILE.  THENCE
 QS0937'DUE WEST ACROSS PASTURE LAND FOR 0.2 MILE TO THE HIGHEST
 QS0937'POINT OF A LOW RIDGE AND THE STATION AS DESCRIBED.
 QS0937'
 QS0937'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0937'WAGNER 1951.
 QS0937'
 QS0937'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0937'WAGNER NO 1 1951.
 QS0937'
 QS0937'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0937'WAGNER NO 2 1951.
 QS0937'
 QS0937'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 QS0937'29 FEET WEST OF THE CENTER OF THE MAIN TRAVEL ROAD, AND 5 FEET
 QS0937'SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES, AND THE
 QS0937'DISK IS STAMPED WANGER 1951.
 QS0937'
 QS0937'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QS0937'CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0890 ***********************************************************************
 OQ0890  DESIGNATION -  WAKONDA COURTHOUSE CUPOLA
 OQ0890  PID         -  OQ0890
 OQ0890  STATE/COUNTY-  SD/CLAY
 OQ0890  COUNTRY     -  US
 OQ0890  USGS QUAD   -  WAKONDA (2017)
 OQ0890
 OQ0890                         *CURRENT SURVEY CONTROL
 OQ0890  ______________________________________________________________________
 OQ0890* NAD 83(1996) POSITION- 43 00 33.95030(N) 097 06 14.27378(W)   ADJUSTED
 OQ0890  ______________________________________________________________________
 OQ0890  GEOID HEIGHT    -        -25.783 (meters)                     GEOID18
 OQ0890  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 OQ0890  HORZ ORDER      -  THIRD
 OQ0890
 OQ0890.The horizontal coordinates were established by classical geodetic methods
 OQ0890.and adjusted by the National Geodetic Survey in January 1998.
 OQ0890
 OQ0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0890.GEOID18 height accuracy estimate available here.
 OQ0890
 OQ0890.Click photographs - Photos may exist for this station.
 OQ0890
 OQ0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0890
 OQ0890. The following values were computed from the NAD 83(1996) position.
 OQ0890
 OQ0890;                    North         East     Units Scale Factor Converg.
 OQ0890;SPC SD S     -    80,226.503   863,209.463   MT  0.99996296   +2 13 40.0
 OQ0890;SPC SD S     -   263,209.79  2,832,046.38   sFT  0.99996296   +2 13 40.0
 OQ0890;UTM  14      - 4,763,606.364   654,521.063   MT  0.99989374   +1 17 36.9
 OQ0890
 OQ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5452163606(NAD 83)
 OQ0890
 OQ0890                          SUPERSEDED SURVEY CONTROL
 OQ0890
 OQ0890  NAD 83(1995)-  43 00 33.95238(N)    097 06 14.27354(W) AD(       ) 3
 OQ0890  NAD 83(1986)-  43 00 33.95618(N)    097 06 14.26384(W) AD(       ) 3
 OQ0890  NAD 27      -  43 00 33.98000(N)    097 06 13.14000(W) AD(       ) 3
 OQ0890
 OQ0890.Superseded values are not recommended for survey control.
 OQ0890
 OQ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0890.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0890
 OQ0890_MARKER: 86 = CUPOLA
 OQ0890
 OQ0890  HISTORY     - Date     Condition        Report By
 OQ0890  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0890
 OQ0890                          STATION DESCRIPTION
 OQ0890
 OQ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0890'POINT OBSERVED UPON WAS TIP OF CUPOLA ON COURTHOUSE FOR CLAY
 OQ0890'COUNTY.  APPROXIMATLEY 75 FEET HIGH.
 OQ0890'
 OQ0890'OBSERVED UPON FROM STATIONS SYVERSON AND KLUMB.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0889 ***********************************************************************
 OQ0889  DESIGNATION -  WAKONDA TANK
 OQ0889  PID         -  OQ0889
 OQ0889  STATE/COUNTY-  SD/CLAY
 OQ0889  COUNTRY     -  US
 OQ0889  USGS QUAD   -  WAKONDA (2017)
 OQ0889
 OQ0889                         *CURRENT SURVEY CONTROL
 OQ0889  ______________________________________________________________________
 OQ0889* NAD 83(1996) POSITION- 43 00 28.49541(N) 097 06 20.74034(W)   ADJUSTED
 OQ0889  ______________________________________________________________________
 OQ0889  GEOID HEIGHT    -        -25.778 (meters)                     GEOID18
 OQ0889  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 OQ0889  HORZ ORDER      -  THIRD
 OQ0889
 OQ0889.The horizontal coordinates were established by classical geodetic methods
 OQ0889.and adjusted by the National Geodetic Survey in January 1998.
 OQ0889
 OQ0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0889.GEOID18 height accuracy estimate available here.
 OQ0889
 OQ0889.Click photographs - Photos may exist for this station.
 OQ0889
 OQ0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0889
 OQ0889. The following values were computed from the NAD 83(1996) position.
 OQ0889
 OQ0889;                    North         East     Units Scale Factor Converg.
 OQ0889;SPC SD S     -    80,052.612   863,069.672   MT  0.99996324   +2 13 35.6
 OQ0889;SPC SD S     -   262,639.28  2,831,587.75   sFT  0.99996324   +2 13 35.6
 OQ0889;UTM  14      - 4,763,434.788   654,378.465   MT  0.99989320   +1 17 32.3
 OQ0889
 OQ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5437863434(NAD 83)
 OQ0889
 OQ0889                          SUPERSEDED SURVEY CONTROL
 OQ0889
 OQ0889  NAD 83(1995)-  43 00 28.49735(N)    097 06 20.74055(W) AD(       ) 3
 OQ0889  NAD 83(1986)-  43 00 28.50143(N)    097 06 20.73005(W) AD(       ) 3
 OQ0889  NAD 27      -  43 00 28.53400(N)    097 06 19.59000(W) AD(       ) 3
 OQ0889
 OQ0889.Superseded values are not recommended for survey control.
 OQ0889
 OQ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0889.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0889
 OQ0889_MARKER: 53 = ELEVATED TANK
 OQ0889
 OQ0889  HISTORY     - Date     Condition        Report By
 OQ0889  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0889  HISTORY     - 1935     GOOD             CGS
 OQ0889
 OQ0889                          STATION DESCRIPTION
 OQ0889
 OQ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0889'POINT OBSERVED UPON WAS THE FINIAL OF WATER TANK IN WAKONDA.
 OQ0889'POSSIBLY THE MUNICIPAL WATER TANK.  STATION NOT VISITED.
 OQ0889'
 OQ0889'OBSERVED UPON FROM STATIONS WALTON, ORR, LUVERNE, SYVERSON,
 OQ0889'AND MURRAY.
 OQ0889
 OQ0889                          STATION RECOVERY (1935)
 OQ0889
 OQ0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0889'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK FOR
 OQ0889'THE TOWN OF WAKONDA.  APPROXIMATELY 125 FEET HIGH.
 OQ0889'
 OQ0889'OBSERVED UPON FROM STATIONS SYVERSON, ORR, DOWD, LUVERNE,
 OQ0889'KLUMB AND MURRAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0817 ***********************************************************************
 QS0817  DESIGNATION -  WAKPALA
 QS0817  PID         -  QS0817
 QS0817  STATE/COUNTY-  SD/CORSON
 QS0817  COUNTRY     -  US
 QS0817  USGS QUAD   -  WAKPALA SE (2017)
 QS0817
 QS0817                         *CURRENT SURVEY CONTROL
 QS0817  ______________________________________________________________________
 QS0817* NAD 83(1996) POSITION- 45 35 33.86699(N) 100 36 18.64955(W)   ADJUSTED
 QS0817* NAVD 88 ORTHO HEIGHT -   559.    (meters)     1834.    (feet) SCALED
 QS0817  ______________________________________________________________________
 QS0817  GEOID HEIGHT    -        -21.539 (meters)                     GEOID18
 QS0817  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 QS0817  HORZ ORDER      -  THIRD
 QS0817
 QS0817.The horizontal coordinates were established by classical geodetic methods
 QS0817.and adjusted by the National Geodetic Survey in January 1998.
 QS0817
 QS0817.The orthometric height was scaled from a topographic map.
 QS0817
 QS0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0817.GEOID18 height accuracy estimate available here.
 QS0817
 QS0817.Click photographs - Photos may exist for this station.
 QS0817
 QS0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0817
 QS0817. The following values were computed from the NAD 83(1996) position.
 QS0817
 QS0817;                    North         East     Units Scale Factor Converg.
 QS0817;SPC SD N     -   195,691.810   552,779.190   MT  0.99998377   -0 25 41.9
 QS0817;SPC SD N     -   642,032.21  1,813,576.39   sFT  0.99998377   -0 25 41.9
 QS0817;UTM  14      - 5,050,052.874   374,798.750   MT  0.99979272   -1 08 48.7
 QS0817
 QS0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0817!SPC SD N     -   0.99991569  x   0.99998377  =   0.99989946
 QS0817!UTM  14      -   0.99991569  x   0.99979272  =   0.99970843
 QS0817
 QS0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7479850052(NAD 83)
 QS0817
 QS0817|---------------------------------------------------------------------|
 QS0817| PID    Reference Object                     Distance      Geod. Az  |
 QS0817|                                                           dddmmss.s |
 QS0817| CO6348 WAKPALA RM 1                          9.963 METERS 12349     |
 QS0817| CO6349 WAKPALA RM 2                         10.271 METERS 22215     |
 QS0817| QS0816 TT 7 F                              331.884 METERS 32004     |
 QS0817|---------------------------------------------------------------------|
 QS0817
 QS0817                          SUPERSEDED SURVEY CONTROL
 QS0817
 QS0817  NAD 83(1986)-  45 35 33.85787(N)    100 36 18.64698(W) AD(       ) 3
 QS0817  NAD 27      -  45 35 33.87700(N)    100 36 17.14000(W) AD(       ) 3
 QS0817
 QS0817.Superseded values are not recommended for survey control.
 QS0817
 QS0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0817.See file dsdata.pdf to determine how the superseded data were derived.
 QS0817
 QS0817_MARKER: DS = TRIANGULATION STATION DISK
 QS0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0817_STAMPING: WAKPALA 1952
 QS0817_MARK LOGO: CGS
 QS0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0817+STABILITY: SURFACE MOTION
 QS0817
 QS0817  HISTORY     - Date     Condition        Report By
 QS0817  HISTORY     - 1952     MONUMENTED       CGS
 QS0817
 QS0817                          STATION DESCRIPTION
 QS0817
 QS0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0817'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF MOBRIDGE,
 QS0817'IN THE SOUTHEAST 1/4 OF SECTION 24, T 19 N, R 28 E, AT THE
 QS0817'NORTHEAST EDGE OF A SMALL NORTHEAST-SOUTHWEST RIDGE, ABOUT
 QS0817'200 FEET SOUTHWEST OF U.S. HIGHWAY NO. 12, 17 FEET SOUTHWEST
 QS0817'OF THE STEEP NORTHEAST SLOPE OF THE RIDGE, 9 FEET NORTHEAST
 QS0817'OF A FIRE BREAK DITCH, AND 6.5 FEET SOUTHWEST OF A 4 IN X 4 IN
 QS0817'WITNESS POST.
 QS0817'
 QS0817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 12
 QS0817'AND STATE HIGHWAY NO. 8 ABOUT 4 MILES SOUTHWEST OF MOBRIDGE,
 QS0817'GO NORTHWESTERLY ON NO. 12 FOR 7.8 MILES TO A RAILROAD
 QS0817'CROSSING.  CONTINUE NORTHWESTERLY ON NO. 12 FOR 1.4 MILE TO TT
 QS0817'M F (USGS) ON THE RIGHT.  TURN LEFT, THROUGH A WIRE GATE,
 QS0817'THEN SOUTHEASTERLY ACROSS A PASTURE FOR 0.25 MILE TO THE
 QS0817'CREST OF THE RIDGE AND THE STATION.
 QS0817'
 QS0817'THE STATION PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0817'WAKPALA 1952.
 QS0817'
 QS0817'REFERENCE MARK NO. 1 IS 17 FEET SOUTHWEST OF THE STEEP
 QS0817'NORTHEAST SLOPE OF THE RIDGE.  IT PROJECTS 6 INCHES, AND THE
 QS0817'DISK IS STAMPED WAKPALA NO 1 1952.
 QS0817'
 QS0817'REFERENCE MARK NO. 2 IS 53 FEET SOUTHWEST OF THE NORTHEAST
 QS0817'SLOPE OF THE RIDGE, AND 25 FEET SOUTHWEST OF THE FIRE BREAK
 QS0817'DITCH.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED WAKPALA
 QS0817'NO 2 1952.
 QS0817'
 QS0817'TT 7 F (USGS) IS 49 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 QS0817'NO. 12, 4 FEET SOUTH OF THE SOUTHEAST GATE POST OF A WIRE
 QS0817'GATE, AND 3 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.  IT IS A
 QS0817'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 7 F 1946 ELEV.
 QS0817'1794 SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST THAT
 QS0817'PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0862 ***********************************************************************
 OR0862  DESIGNATION -  WALKER
 OR0862  PID         -  OR0862
 OR0862  STATE/COUNTY-  SD/LYMAN
 OR0862  COUNTRY     -  US
 OR0862  USGS QUAD   -  IONA NW (2017)
 OR0862
 OR0862                         *CURRENT SURVEY CONTROL
 OR0862  ______________________________________________________________________
 OR0862* NAD 83(1996) POSITION- 43 37 44.54993(N) 099 26 17.33608(W)   ADJUSTED
 OR0862* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 OR0862  ______________________________________________________________________
 OR0862  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 OR0862  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 OR0862  HORZ ORDER      -  SECOND
 OR0862
 OR0862.The horizontal coordinates were established by classical geodetic methods
 OR0862.and adjusted by the National Geodetic Survey in January 1998.
 OR0862
 OR0862.The orthometric height was scaled from a topographic map.
 OR0862
 OR0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0862.GEOID18 height accuracy estimate available here.
 OR0862
 OR0862.Click photographs - Photos may exist for this station.
 OR0862
 OR0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0862
 OR0862. The following values were computed from the NAD 83(1996) position.
 OR0862
 OR0862;                    North         East     Units Scale Factor Converg.
 OR0862;SPC SD S     -   144,331.065   672,237.043   MT  0.99990689   +0 37 03.2
 OR0862;SPC SD S     -   473,526.17  2,205,497.70   sFT  0.99990689   +0 37 03.2
 OR0862;UTM  14      - 4,830,765.908   464,653.657   MT  0.99961537   -0 18 08.4
 OR0862
 OR0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0862!SPC SD S     -   0.99992046  x   0.99990689  =   0.99982735
 OR0862!UTM  14      -   0.99992046  x   0.99961537  =   0.99953586
 OR0862
 OR0862:                Primary Azimuth Mark                     Grid Az
 OR0862:SPC SD S     -  WALKER AZ MK                             146 14 29.8
 OR0862:UTM  14      -  WALKER AZ MK                             147 09 41.4
 OR0862
 OR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6465330765(NAD 83)
 OR0862
 OR0862|---------------------------------------------------------------------|
 OR0862| PID    Reference Object                     Distance      Geod. Az  |
 OR0862|                                                           dddmmss.s |
 OR0862| CO4776 WALKER RM 2                          13.157 METERS 11530     |
 OR0862| CO4774 WALKER AZ MK                                       1465133.0 |
 OR0862| CO4775 WALKER RM 1                          14.003 METERS 35103     |
 OR0862|---------------------------------------------------------------------|
 OR0862
 OR0862                          SUPERSEDED SURVEY CONTROL
 OR0862
 OR0862  NAD 83(1995)-  43 37 44.54793(N)    099 26 17.34045(W) AD(       ) 2
 OR0862  NAD 83(1986)-  43 37 44.54978(N)    099 26 17.34183(W) AD(       ) 2
 OR0862  NAD 27      -  43 37 44.54800(N)    099 26 15.98000(W) AD(       ) 2
 OR0862
 OR0862.Superseded values are not recommended for survey control.
 OR0862
 OR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0862.See file dsdata.pdf to determine how the superseded data were derived.
 OR0862
 OR0862_MARKER: DS = TRIANGULATION STATION DISK
 OR0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0862_STAMPING: WALKER 1948
 OR0862_MARK LOGO: CGS
 OR0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0862+STABILITY: SURFACE MOTION
 OR0862
 OR0862  HISTORY     - Date     Condition        Report By
 OR0862  HISTORY     - 1948     MONUMENTED       CGS
 OR0862  HISTORY     - 1963     GOOD             SCS
 OR0862
 OR0862                          STATION DESCRIPTION
 OR0862
 OR0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0862'LOCATED ABOUT 6 MILES NORTH OF IONA, 2 MILES SOUTH OF THE
 OR0862'MISSOURI RIVER AND 1-1/2 MILE EAST OF STATE HIGHWAY 47.  IN
 OR0862'THE SOUTH 1/4 OF SEC. 15, T. 102 W., R. 12 N..  ON PROPERTY
 OR0862'OWNED BY MR. LINN WALKER.  IT IS ON THE HIGHEST PART OF A
 OR0862'KNOLL (THE HIGHEST IN THE VICINITY), 30 PACES EAST OF A TRACK
 OR0862'ROAD AND 5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 OR0862'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED WALKER 1948.
 OR0862'
 OR0862'REFERENCE MARK NO. 1 IS 45.94 FEET NORTH OF THE STATION, ON
 OR0862'THE NORTH SLOPE OF THE KNOLL AND ABOUT 3 FEET LOWER THEN THE
 OR0862'STATION.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS
 OR0862'STAMPED WALKER NO 1 1948.
 OR0862'
 OR0862'REFERENCE MARK NO. 2 IS 43.17 FEET SOUTHEAST OF THE STATION,
 OR0862'ON THE SOUTH SLOPE OF THE KNOLL AND ABOUT 3 FEET LOWER THAN
 OR0862'THE STATION MARK.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 OR0862'DISC IS STAMPED WALKER NO 2 1948.
 OR0862'
 OR0862'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH-SOUTHEAST OF THE
 OR0862'STATION, ABOUT 58 FEET EAST OF A WIRE GATE AND TRACK ROAD, 3-1/2
 OR0862'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF THE
 OR0862'FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC
 OR0862'IS STAMPED WALKER 1948.
 OR0862'
 OR0862'STATION WAS REACHED FROM THE POSTOFFICE IN THE SMALL VILLAGE
 OR0862'OF IONA, BY GOING NORTH ON STATE HIGHWAY 47 FOR 4.0 MILES TO
 OR0862'WHERE THE STATE HIGHWAY CURVES LEFT AND A GRADED DIRT ROAD GOES
 OR0862'STRAIGHT AHEAD.  CONTINUE NORTH ON GRADED DIRT ROAD AND
 OR0862'MEANDERING TRACK ROAD FOR 1.5 MILES TO A FORKS ABOUT 100 YARDS
 OR0862'NORTHEAST OF HOUSE.  TAKE RIGHT FORK AND FOLLOW MEANDERING
 OR0862'TRACK ROAD, NORTHERLY, FOR 0.4 MILE TO A WIRE GATE AND AZIMUTH
 OR0862'MARK TO THE RIGHT AS DESCRIBED ABOVE.  PASS THRU GATE AND
 OR0862'CONTINUE NORTHERLY, KEEPING ON THE TRACK ROAD THAT FOLLOWS
 OR0862'THE TOP OF THE RIDGES, FOR 0.6 MILES TO THE WEST SIDE OF A
 OR0862'KNOLL AND THE STATION SITE ON THE SUMMIT OF THE KNOLL.
 OR0862'
 OR0862'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0862
 OR0862                          STATION RECOVERY (1963)
 OR0862
 OR0862'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1963 (ACN)
 OR0862'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE DIRT
 OR0862'HAS WASHED AWAY FROM THE CONCRETE MONUMENT FOR THE AZIMUTH
 OR0862'MARK AND IT IS ABOUT TO TIP OVER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0838 ***********************************************************************
 QS0838  DESIGNATION -  WALKER
 QS0838  PID         -  QS0838
 QS0838  STATE/COUNTY-  SD/CORSON
 QS0838  COUNTRY     -  US
 QS0838  USGS QUAD   -  WALKER (2017)
 QS0838
 QS0838                         *CURRENT SURVEY CONTROL
 QS0838  ______________________________________________________________________
 QS0838* NAD 83(1996) POSITION- 45 54 40.27963(N) 101 06 03.85740(W)   ADJUSTED
 QS0838* NAVD 88 ORTHO HEIGHT -   671.    (meters)     2201.    (feet) SCALED
 QS0838  ______________________________________________________________________
 QS0838  GEOID HEIGHT    -        -20.870 (meters)                     GEOID18
 QS0838  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 QS0838  HORZ ORDER      -  THIRD
 QS0838
 QS0838.The horizontal coordinates were established by classical geodetic methods
 QS0838.and adjusted by the National Geodetic Survey in January 1998.
 QS0838
 QS0838.The orthometric height was scaled from a topographic map.
 QS0838
 QS0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0838.GEOID18 height accuracy estimate available here.
 QS0838
 QS0838.Click photographs - Photos may exist for this station.
 QS0838
 QS0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0838
 QS0838. The following values were computed from the NAD 83(1996) position.
 QS0838
 QS0838;                    North         East     Units Scale Factor Converg.
 QS0838;SPC SD N     -   231,491.193   514,569.206   MT  1.00005196   -0 46 45.4
 QS0838;SPC SD N     -   759,484.02  1,688,215.80   sFT  1.00005196   -0 46 45.4
 QS0838;UTM  14      - 5,086,326.487   337,050.189   MT  0.99992644   -1 30 34.0
 QS0838
 QS0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0838!SPC SD N     -   0.99989801  x   1.00005196  =   0.99994997
 QS0838!UTM  14      -   0.99989801  x   0.99992644  =   0.99982446
 QS0838
 QS0838:                Primary Azimuth Mark                     Grid Az
 QS0838:SPC SD N     -  WALKER AZ MK                             299 35 15.4
 QS0838:UTM  14      -  WALKER AZ MK                             300 19 04.0
 QS0838
 QS0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3705086326(NAD 83)
 QS0838
 QS0838|---------------------------------------------------------------------|
 QS0838| PID    Reference Object                     Distance      Geod. Az  |
 QS0838|                                                           dddmmss.s |
 QS0838| QS0836 WALKER W LUMBER GRN ELEV S GAB      APPROX. 0.8 KM 0980249.7 |
 QS0838| CQ8947 WALKER RM 1                           9.598 METERS 16800     |
 QS0838| CQ8946 WALKER AZ MK                                       2984830.0 |
 QS0838| CQ8948 WALKER RM 2                          11.301 METERS 35018     |
 QS0838|---------------------------------------------------------------------|
 QS0838
 QS0838                          SUPERSEDED SURVEY CONTROL
 QS0838
 QS0838  NAD 83(1986)-  45 54 40.27125(N)    101 06 03.85320(W) AD(       ) 3
 QS0838  NAD 27      -  45 54 40.26900(N)    101 06 02.38500(W) AD(       ) 3
 QS0838
 QS0838.Superseded values are not recommended for survey control.
 QS0838
 QS0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0838.See file dsdata.pdf to determine how the superseded data were derived.
 QS0838
 QS0838_MARKER: DS = TRIANGULATION STATION DISK
 QS0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0838_STAMPING: WALKER 1952
 QS0838_MARK LOGO: CGS
 QS0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0838+STABILITY: SURFACE MOTION
 QS0838
 QS0838  HISTORY     - Date     Condition        Report By
 QS0838  HISTORY     - 1952     MONUMENTED       CGS
 QS0838  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QS0838
 QS0838                          STATION DESCRIPTION
 QS0838
 QS0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0838'THE STATION IS LOCATED ABOUT 1/2 MILE WEST-NORTHWEST OF WALKER,
 QS0838'IN THE SOUTHEAST 1/4 OF SECTION 35, T 23 N, R 24 E, IN THE SOUTHWEST
 QS0838'ANGLE OF A Y-INTERSECTION OF A GRAVELED ROAD WITH U.S. HIGHWAY
 QS0838'NO. 12, 7 FEET WEST OF THE STEEP EAST SLOPE OF A CUT MADE
 QS0838'BY ROAD CONSTRUCTION, 4.5 FEET NORTH OF A 4 IN X 4 IN WITNESS
 QS0838'POST, AND 3 FEET EAST OF A WIRE FENCE.
 QS0838'
 QS0838'TO REACH THE STATION FROM THE WESTERN LUMBER AND GRAIN CO.
 QS0838'ELEVATOR IN WALKER, GO NORTHWESTERLY ON U.S. HIGHWAY NO. 12
 QS0838'FOR 0.55 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 QS0838'MARK FROM THE STATION, GO NORTHWESTERLY ON NO. 12 FOR 0.3
 QS0838'MILE TO THE MARK ON THE LEFT.
 QS0838'
 QS0838'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0838'WALKER 1952.
 QS0838'
 QS0838'REFERENCE MARK NO. 1 IS ABOUT 50 FEET WEST OF THE CENTER
 QS0838'OF THE GRAVELED ROAD, 4 FEET WEST OF THE STEEP EAST SLOPE
 QS0838'OF THE CUT, AND 2 FEET EAST OF A WIRE FENCE.  IT PROJECTS 4
 QS0838'INCHES, AND THE DISK IS STAMPED WALKER NO 1 1952.
 QS0838'
 QS0838'REFERENCE MARK NO. 2 IS ON THE EDGE OF THE CUT, AND 7 FEET EAST
 QS0838'OF A FENCE CORNER.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0838'WALKER NO 2 1952.
 QS0838'
 QS0838'THE AZIMUTH MARK IS 100 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 QS0838'NO. 12, 5 FEET EAST OF A 4 IN X 4 IN WITNESS POST, AND 2 FEET NORTH
 QS0838'OF A WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0838'WALKER 1952.
 QS0838
 QS0838                          STATION RECOVERY (1957)
 QS0838
 QS0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QS0838'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0838'CONDITION.  A REQUEST WAS RECEIVED, FROM THE STATE HIGHWAY
 QS0838'DEPARTMENT, TO MOVE THE STATION AND REFERENCE MARKS AS THEY
 QS0838'WERE IN THE WAY OF HIGHWAY CONSTRUCTION.
 QS0838'
 QS0838'THE STATION WAS MOVED ABOUT 30 FEET WEST-NORTHWEST OF ITS
 QS0838'ORIGINAL POSITION.  FOR DETAILS SEE DESCRIPTION FOR WALKER 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0839 ***********************************************************************
 QS0839  DESIGNATION -  WALKER 2 RESET
 QS0839  PID         -  QS0839
 QS0839  STATE/COUNTY-  SD/CORSON
 QS0839  COUNTRY     -  US
 QS0839  USGS QUAD   -  WALKER (2017)
 QS0839
 QS0839                         *CURRENT SURVEY CONTROL
 QS0839  ______________________________________________________________________
 QS0839* NAD 83(1996) POSITION- 45 54 40.42092(N) 101 06 04.22542(W)   NO CHECK
 QS0839* NAVD 88 ORTHO HEIGHT -   671.    (meters)     2201.    (feet) SCALED
 QS0839  ______________________________________________________________________
 QS0839  GEOID HEIGHT    -        -20.870 (meters)                     GEOID18
 QS0839  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 QS0839  HORZ ORDER      -  THIRD
 QS0839
 QS0839.The horizontal coordinates were established by classical geodetic methods
 QS0839.and adjusted by the National Geodetic Survey in January 1998.
 QS0839
 QS0839.No horizontal observational check was made to the station.
 QS0839
 QS0839.The orthometric height was scaled from a topographic map.
 QS0839
 QS0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0839.GEOID18 height accuracy estimate available here.
 QS0839
 QS0839.Click photographs - Photos may exist for this station.
 QS0839
 QS0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0839
 QS0839. The following values were computed from the NAD 83(1996) position.
 QS0839
 QS0839;                    North         East     Units Scale Factor Converg.
 QS0839;SPC SD N     -   231,495.663   514,561.334   MT  1.00005197   -0 46 45.6
 QS0839;SPC SD N     -   759,498.69  1,688,189.98   sFT  1.00005197   -0 46 45.6
 QS0839;UTM  14      - 5,086,331.057   337,042.375   MT  0.99992647   -1 30 34.3
 QS0839
 QS0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0839!SPC SD N     -   0.99989801  x   1.00005197  =   0.99994998
 QS0839!UTM  14      -   0.99989801  x   0.99992647  =   0.99982449
 QS0839
 QS0839:                Primary Azimuth Mark                     Grid Az
 QS0839:SPC SD N     -  WALKER AZ MK                             299 35 43.9
 QS0839:UTM  14      -  WALKER AZ MK                             300 19 32.6
 QS0839
 QS0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3704286331(NAD 83)
 QS0839
 QS0839|---------------------------------------------------------------------|
 QS0839| PID    Reference Object                     Distance      Geod. Az  |
 QS0839|                                                           dddmmss.s |
 QS0839| QS0836 WALKER W LUMBER GRN ELEV S GAB      APPROX. 0.8 KM 0981619.5 |
 QS0839| QS0838 WALKER                                9.052 METERS 11849     |
 QS0839| CQ8949 WALKER 2 RM 3                        13.289 METERS 21302     |
 QS0839| CQ8946 WALKER AZ MK                                       2984858.3 |
 QS0839| CQ8950 WALKER 2 RM 4                        18.160 METERS 32511     |
 QS0839|---------------------------------------------------------------------|
 QS0839
 QS0839                          SUPERSEDED SURVEY CONTROL
 QS0839
 QS0839  NAD 83(1986)-  45 54 40.41253(N)    101 06 04.22123(W) AD(       ) 3
 QS0839  NAD 27      -  45 54 40.41025(N)    101 06 02.75304(W) AD(       ) 3
 QS0839
 QS0839.Superseded values are not recommended for survey control.
 QS0839
 QS0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0839.See file dsdata.pdf to determine how the superseded data were derived.
 QS0839
 QS0839_MARKER: DH = HORIZONTAL CONTROL DISK
 QS0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0839_STAMPING: WALKER 2 1957 1982
 QS0839_MARK LOGO: NGS
 QS0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0839+STABILITY: SURFACE MOTION
 QS0839
 QS0839  HISTORY     - Date     Condition        Report By
 QS0839  HISTORY     - 1982     MONUMENTED       NGS
 QS0839
 QS0839                          STATION DESCRIPTION
 QS0839
 QS0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QS0839'THE UNDERGROUND STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN
 QS0839'GOOD CONDITION.  THE SURFACE MARK AND REFERENCE MARK 3 WERE RECOVERED
 QS0839'DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND APPEARS TO HAVE
 QS0839'BEEN DESTROYED.  A NEW SURFACE MARK, REFERENCE MARK 5 AND AZIMUTH MARK
 QS0839'2 WERE ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 4
 QS0839'CHECKED THE 1957 DATA BUT A SHORTER DISTANCE OF 0.018 METER (0.059 FT)
 QS0839'WAS NOTED.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED
 QS0839'ABOUT 0.8 KM (0.50 MI) WEST OF WALKER, ALON THE SOUTH SIDE OF HIGHWAY
 QS0839'12 AND ALONG THE WEST SIDE OF AN ASPHALT ROAD.  TO REACH THE STATION
 QS0839'FROM THE MAIN GRAVELED STREET AND HIGHWAY 12 JUNCTION IN WALKER, GO
 QS0839'WEST ON HIGHWAY 12 FOR 0.8 KM (0.50 MI) TO AN ASPHALT SIDE ROAD LEFT
 QS0839'AND THE STATION AT THE TOP OF A CUT, SOUTH OF THE HIGHWAY AND WEST OF
 QS0839'THE ASPHALT ROAD.  THE STATION IS A STANDARD NGS DISK STAMPED--WALKER
 QS0839'2 1957 1982--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 QS0839'INCHES(30 CM) IN DIAMETER PROJECTING 1 INCH 2 CM ABOVE THE GROUND.
 QS0839'THE STATION IS ABOUT 10 M (32.8 FT) HIGHER THAN THE ROAD AT THE TOP OF
 QS0839'A CUT.  LOCATED 31.8 METERS (104.3 FT) W FROM THE CENTER OF AN ASPHALT
 QS0839'ROAD.  2.05 METERS (6.73 FT) E FROM A FENCE.  0.50 METERS (1.64 FT) S
 QS0839'FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD CGS
 QS0839'DISK STAMPED--WALKER 2 1957--SET INTO AN IRREGULAR MASS OF CONCRETE 3
 QS0839'FEET, (0.9 M) 0.9 METERS (3.0 FT) BELOW THE SURFACE.  REFERENCE MARK
 QS0839'NO 4 IS A STANDARD CGS DISK STAMPED--WALKER 2 NO 4 1957--SET INTO THE
 QS0839'TOP OF A ROUND CONCRETE 12 INCHES (30 CM) IN DIAMETER PROJECTING 5
 QS0839'INCHES 12 CM ABOVE THE GROUND.  LOCATED 7.4 METERS (24.3 FT) W FROM A
 QS0839'FENCE CORNER.  1.45 SSW FROM A FENCE, AND 2 FEET (0.6 M) 0.6 METERS
 QS0839'(2.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO.  5 IS A STANDARD
 QS0839'NGS DISK STAMPED--WALKER 2 1957 NO 5 1982--, SET INTO THE TOP OF A
 QS0839'ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER FLUSH.  LOCATED
 QS0839'33.3 METERS (109.3 FT) W FROM THE CENTER OF AN ASPHALT ROAD.  11.35
 QS0839'METERS (37.24 FT) S FROM A METAL WITNESS POST.  0.5 METERS (1.6 FT) E
 QS0839'FROM A FENCE AND 1 FEET, (0.3 M) 0.3 METERS (1.0 FT) HIGHER THAN THE
 QS0839'STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--WALKER 2
 QS0839'1957 NO 2 1982--SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 QS0839'INCHES (30 CM)IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 QS0839'NO UNDERGROUND MARK WAS SET DUE TO ROCK.  LOCATED 17.0 METERS (55.8
 QS0839'FT) E FROM THE CENTER OF AN ASPHALT ROAD.  4.1 METERS (13.5 FT) S FROM
 QS0839'THE CENTER OF AN APPROACH.  0.7 METERS (2.3 FT) W FROM A FENCE.  0.45
 QS0839'METERS (1.48 FT) N FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH
 QS0839'MARK FROM THE STATION GO SOUTH ON ASPHALT ROAD FOR 0.4 KM (0.25 MI) TO
 QS0839'THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0836 ***********************************************************************
 QS0836  DESIGNATION -  WALKER W LUMBER GRN ELEV S GAB
 QS0836  PID         -  QS0836
 QS0836  STATE/COUNTY-  SD/CORSON
 QS0836  COUNTRY     -  US
 QS0836  USGS QUAD   -  WALKER (2017)
 QS0836
 QS0836                         *CURRENT SURVEY CONTROL
 QS0836  ______________________________________________________________________
 QS0836* NAD 83(1996) POSITION- 45 54 36.61153(N) 101 05 26.70689(W)   ADJUSTED
 QS0836  ______________________________________________________________________
 QS0836  GEOID HEIGHT    -        -20.884 (meters)                     GEOID18
 QS0836  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 QS0836  HORZ ORDER      -  THIRD
 QS0836
 QS0836.The horizontal coordinates were established by classical geodetic methods
 QS0836.and adjusted by the National Geodetic Survey in January 1998.
 QS0836
 QS0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0836.GEOID18 height accuracy estimate available here.
 QS0836
 QS0836.Click photographs - Photos may exist for this station.
 QS0836
 QS0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0836
 QS0836. The following values were computed from the NAD 83(1996) position.
 QS0836
 QS0836;                    North         East     Units Scale Factor Converg.
 QS0836;SPC SD N     -   231,367.106   515,368.315   MT  1.00005170   -0 46 19.1
 QS0836;SPC SD N     -   759,076.91  1,690,837.55   sFT  1.00005170   -0 46 19.1
 QS0836;UTM  14      - 5,086,192.245   337,847.551   MT  0.99992325   -1 30 07.2
 QS0836
 QS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3784786192(NAD 83)
 QS0836
 QS0836                          SUPERSEDED SURVEY CONTROL
 QS0836
 QS0836  NAD 83(1986)-  45 54 36.60304(N)    101 05 26.70232(W) AD(       ) 3
 QS0836  NAD 27      -  45 54 36.60100(N)    101 05 25.23300(W) AD(       ) 3
 QS0836
 QS0836.Superseded values are not recommended for survey control.
 QS0836
 QS0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0836.See file dsdata.pdf to determine how the superseded data were derived.
 QS0836
 QS0836_MARKER: 81 = GABLE
 QS0836
 QS0836  HISTORY     - Date     Condition        Report By
 QS0836  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0836
 QS0836                          STATION DESCRIPTION
 QS0836
 QS0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0836'THE ELEVATOR IS AT THE SOUTHEAST EDGE OF THE SMALL VILLAGE OF
 QS0836'WALKER.  IT IS A RED, WOOD BUILDING ABOUT 80 FEET HIGH.
 QS0836'
 QS0836'THE POINT INTERSECTED WAS THE SOUTH GABLE OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0743 ***********************************************************************
 OT0743  DESIGNATION -  WALL BELL TEL CO RAD RELAY MST
 OT0743  PID         -  OT0743
 OT0743  STATE/COUNTY-  SD/PENNINGTON
 OT0743  COUNTRY     -  US
 OT0743  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0743
 OT0743                         *CURRENT SURVEY CONTROL
 OT0743  ______________________________________________________________________
 OT0743* NAD 83(1996) POSITION- 43 57 41.21211(N) 102 20 14.41081(W)   ADJUSTED
 OT0743  ______________________________________________________________________
 OT0743  GEOID HEIGHT    -        -18.700 (meters)                     GEOID18
 OT0743  LAPLACE CORR    -         -7.30  (seconds)                    DEFLEC18
 OT0743  HORZ ORDER      -  THIRD
 OT0743
 OT0743.The horizontal coordinates were established by classical geodetic methods
 OT0743.and adjusted by the National Geodetic Survey in January 1998.
 OT0743
 OT0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0743.GEOID18 height accuracy estimate available here.
 OT0743
 OT0743.Click photographs - Photos may exist for this station.
 OT0743
 OT0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0743
 OT0743. The following values were computed from the NAD 83(1996) position.
 OT0743
 OT0743;                    North         East     Units Scale Factor Converg.
 OT0743;SPC SD S     -   182,811.772   439,190.212   MT  0.99992477   -1 22 56.9
 OT0743;SPC SD S     -   599,774.96  1,440,909.89   sFT  0.99992477   -1 22 56.9
 OT0743;UTM  13      - 4,871,037.856   713,617.774   MT  1.00016128   +1 50 56.6
 OT0743
 OT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ1361771037(NAD 83)
 OT0743
 OT0743                          SUPERSEDED SURVEY CONTROL
 OT0743
 OT0743  NAD 83(1995)-  43 57 41.20413(N)    102 20 14.41223(W) AD(       ) 3
 OT0743  NAD 83(1993)-  43 57 41.20375(N)    102 20 14.41234(W) AD(       ) 3
 OT0743  NAD 83(1986)-  43 57 41.20413(N)    102 20 14.41120(W) AD(       ) 3
 OT0743  NAD 27      -  43 57 41.24200(N)    102 20 12.82900(W) AD(       ) 3
 OT0743
 OT0743.Superseded values are not recommended for survey control.
 OT0743
 OT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0743.See file dsdata.pdf to determine how the superseded data were derived.
 OT0743
 OT0743_MARKER: 42 = RADIO/TV MAST
 OT0743
 OT0743  HISTORY     - Date     Condition        Report By
 OT0743  HISTORY     - 1961     FIRST OBSERVED   CGS
 OT0743
 OT0743                          STATION DESCRIPTION
 OT0743
 OT0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OT0743'THE FLASHING RED LIGHT ON TOP OF THE RELAY MAST LOCATED 2-1/2
 OT0743'MILES SOUTH AND 5 MILES WEST OF WALL IN SECTION 16, T 1 S,
 OT0743'R 15 E.  A GUYED MAST OF STRUCTURAL STEEL, TRIANGULAR IN CROSS
 OT0743'SECTION, 30 INCHES ON A SIDE, 280 FEET TALL, PAINTED IN ALTERNATE
 OT0743'40-FOOT BANDS OF RED AND WHITE, SUPPORTING TWO LARGE, TILTED,
 OT0743'REFLECTOR SCREENS AT THE TOP AND LIGHTED BY A FLASHING RED
 OT0743'LIGHT SET ECCENTRIC AT THE TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0429 ***********************************************************************
 PU0429  DESIGNATION -  WALL NORTH BASE
 PU0429  PID         -  PU0429
 PU0429  STATE/COUNTY-  SD/PENNINGTON
 PU0429  COUNTRY     -  US
 PU0429  USGS QUAD   -  RAINY CREEK (2017)
 PU0429
 PU0429                         *CURRENT SURVEY CONTROL
 PU0429  ______________________________________________________________________
 PU0429* NAD 83(1996) POSITION- 44 11 22.27033(N) 102 12 34.65623(W)   ADJUSTED
 PU0429* NAVD 88 ORTHO HEIGHT -   904.541 (meters)     2967.65  (feet) ADJUSTED
 PU0429  ______________________________________________________________________
 PU0429  GEOID HEIGHT    -        -19.206 (meters)                     GEOID18
 PU0429  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 PU0429  DYNAMIC HEIGHT  -        904.278 (meters)     2966.79  (feet) COMP
 PU0429  MODELED GRAVITY -    980,296.7   (mgal)                       NAVD 88
 PU0429
 PU0429  HORZ ORDER      -  FIRST
 PU0429  VERT ORDER      -  SECOND    CLASS 0
 PU0429
 PU0429.The horizontal coordinates were established by classical geodetic methods
 PU0429.and adjusted by the National Geodetic Survey in January 1998.
 PU0429
 PU0429.The orthometric height was determined by differential leveling and
 PU0429.adjusted by the NATIONAL GEODETIC SURVEY
 PU0429.in June 1991.
 PU0429
 PU0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0429.GEOID18 height accuracy estimate available here.
 PU0429
 PU0429.Click photographs - Photos may exist for this station.
 PU0429
 PU0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0429
 PU0429.The dynamic height is computed by dividing the NAVD 88
 PU0429.geopotential number by the normal gravity value computed on the
 PU0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0429.degrees latitude (g = 980.6199 gals.).
 PU0429
 PU0429.The modeled gravity was interpolated from observed gravity values.
 PU0429
 PU0429. The following values were computed from the NAD 83(1996) position.
 PU0429
 PU0429;                    North         East     Units Scale Factor Converg.
 PU0429;SPC SD S     -   207,906.274   450,008.789   MT  0.99995653   -1 17 39.7
 PU0429;SPC SD S     -   682,105.83  1,476,403.84   sFT  0.99995653   -1 17 39.7
 PU0429;UTM  13      - 4,896,709.343   723,004.965   MT  1.00021167   +1 56 44.8
 PU0429
 PU0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0429!SPC SD S     -   0.99986120  x   0.99995653  =   0.99981773
 PU0429!UTM  13      -   0.99986120  x   1.00021167  =   1.00007284
 PU0429
 PU0429:                Primary Azimuth Mark                     Grid Az
 PU0429:SPC SD S     -  WALL NORTH BASE AZ MK RESET              046 06 05.0
 PU0429:UTM  13      -  WALL NORTH BASE AZ MK RESET              042 51 40.5
 PU0429
 PU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2300496709(NAD 83)
 PU0429
 PU0429|---------------------------------------------------------------------|
 PU0429| PID    Reference Object                     Distance      Geod. Az  |
 PU0429|                                                           dddmmss.s |
 PU0429| PU0430 WALL NORTH BASE AZ MK RESET                        0444825.3 |
 PU0429| CQ4339 WALL NORTH BASE RM 1                127.590 METERS 07738     |
 PU0429| PU0428 WALL NORTH BASE RM 2                152.547 METERS 12522     |
 PU0429| CQ4338 WALL NORTH BASE AZ MK                              1753047.0 |
 PU0429|---------------------------------------------------------------------|
 PU0429
 PU0429                          SUPERSEDED SURVEY CONTROL
 PU0429
 PU0429  NAD 83(1986)-  44 11 22.26238(N)    102 12 34.65799(W) AD(       ) 1
 PU0429  NAD 27      -  44 11 22.31200(N)    102 12 33.09100(W) AD(       ) 1
 PU0429  NGVD 29 (??/??/92)  904.082  (m)         2966.14   (f) ADJ UNCH    2 0
 PU0429  NGVD 29             904.08   (m)         2966.1    (f) LEVELING    3  
 PU0429
 PU0429.Superseded values are not recommended for survey control.
 PU0429
 PU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0429.See file dsdata.pdf to determine how the superseded data were derived.
 PU0429
 PU0429_MARKER: DS = TRIANGULATION STATION DISK
 PU0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0429_STAMPING: WALL NORTH BASE 1924
 PU0429_MARK LOGO: CGS
 PU0429_PROJECTION: FLUSH
 PU0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0429+STABILITY: SURFACE MOTION
 PU0429
 PU0429  HISTORY     - Date     Condition        Report By
 PU0429  HISTORY     - 1924     MONUMENTED       CGS
 PU0429  HISTORY     - 1935     GOOD             CGS
 PU0429  HISTORY     - 1950     GOOD             CGS
 PU0429  HISTORY     - 1951     GOOD             CGS
 PU0429  HISTORY     - 1954     GOOD             CGS
 PU0429  HISTORY     - 1961     GOOD             CGS
 PU0429  HISTORY     - 1962     GOOD             CGS
 PU0429
 PU0429                          STATION DESCRIPTION
 PU0429
 PU0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PU0429'WALL NORTH BASE IS ABOUT 13-1/2 MILES N AND 2 MILES E OF WALL
 PU0429'IN THE NE CORNER OF THE SE 1/4 OF SEC. 29, T 3 N, R 16 E, ON
 PU0429'HIGHEST PART OF A KNOLL ABOUT 150 METERS (492 FEET) W OF
 PU0429'SCHOOLHOUSE AND 70 METERS (230 FEET) W OF SCHOOLYARD FENCE, 30
 PU0429'METERS (98 FEET) S OF THE 1/2-SECTION LINE IN A PASTURE.
 PU0429'
 PU0429'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PU0429'DISKS SET IN CONCRETE.
 PU0429'
 PU0429'REFERENCE MARK NO. 1 IS IN NE CORNER OF SCHOOLYARD.  REFERENCE
 PU0429'MARK NO. 2 IS IN SE CORNER OF SCHOOLYARD.
 PU0429'
 PU0429'TO REACH FROM WALL, GO TO NE PART OF TOWN AND FOLLOW THE GRADED
 PU0429'COUNTY ROAD TO THE SCHOOLHOUSE 15-1/2 MILES FROM WALL.  GO IN
 PU0429'TO STATION AT THE WIRE GATE AT THE NE CORNER OF SCHOOLYARD.
 PU0429'
 PU0429'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.60 METERS.
 PU0429
 PU0429                          STATION RECOVERY (1935)
 PU0429
 PU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU0429'THE STATION WAS FOUND TO BE ABOUT 400 FEET W OF SCHOOLHOUSE AND
 PU0429'ABOUT 91 FEET S OF 1/4 SECTION FENCE.  THERE IS NOW NO FENCE
 PU0429'AROUND SCHOOLYARD ON W AND S SIDES.
 PU0429'
 PU0429'REFERENCE MARK NO. 1 IS AT NE CORNER OF SCHOOL GROUNDS, IN FENCE
 PU0429'CORNER.  REFERENCE MARK NO. 2 IS AT SE CORNER OF SCHOOL PROPERTY,
 PU0429'ABOUT 2 FEET NW OF S POST OF ENTRANCE GATE, AND WAS BURIED ABOUT
 PU0429'2 INCHES BY DRIFTED SOIL.
 PU0429
 PU0429                          STATION RECOVERY (1950)
 PU0429
 PU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0429'STATION, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND FOUND
 PU0429'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS FAILED
 PU0429'TO AGREE.  A CAREFUL CHECK MEASUREMENT WAS MADE AND IT WAS FOUND
 PU0429'TO BE CORRECT.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE
 PU0429'SCHOOL HOUSE AND FENCE REFERRED TO IN THE ORIGINAL DESCRIPTION NO
 PU0429'LONGER EXISTS.  A COMPLETE DESCRIPTION WILL BE NOTED BELOW.
 PU0429'
 PU0429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 PU0429'16A IN WALL.  GO EAST 1 BLOCK TO A GRAVEL ROAD LEFT, TURN LEFT AND
 PU0429'GO NORTH ON THE GRAVEL ROAD FOR 8.4 MILES TO A CROSSROADS, TURN
 PU0429'RIGHT, GO EAST 1.0 MILE TO A CROSSROADS, TURN LEFT AND GO NORTH
 PU0429'4.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH 0.9
 PU0429'MILE TO A TRACK ROAD LEFT, TURN LEFT AND GO 0.1 MILE (WEST) TO THE
 PU0429'HIGHEST POINT AND THE STATION.
 PU0429'
 PU0429'STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 PU0429'IS STAMPED WALL NORTH BASE 1924.
 PU0429'
 PU0429'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF A FENCE.  THE MARK IS FLUSH
 PU0429'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WALL NORTH
 PU0429'BASE NO 1 1924.
 PU0429'
 PU0429'REFERENCE MARK NO. 2 IS 64 FEET WEST OF THE CENTER OF THE MAIN
 PU0429'GRAVELED ROAD.  THE MARK IS 2 INCHES BELOW THE SURFACE OF THE
 PU0429'GROUND AND THE DISK IS STAMPED WALL NORTH BASE NO 2 1924.
 PU0429'
 PU0429'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF THE GRAVELED
 PU0429'ROAD, 5 FEET WEST OF A FENCE CORNER AND 2 FEET EAST OF A WITNESS
 PU0429'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WALL
 PU0429'NORTH BASE 1950.
 PU0429'
 PU0429'ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH MARK ARE STANDARD
 PU0429'DISKS SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  THE
 PU0429'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU0429'CONCRETE CYLINDER.
 PU0429'
 PU0429'HEIGHT OF LIGHT-23 METERS
 PU0429
 PU0429                          STATION RECOVERY (1951)
 PU0429
 PU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0429'STATION WAS RECOVERED AS DESCRIBED IN 1950.  THE MARKS WERE
 PU0429'FOUND IN GOOD CONDITION, AND THE DISTANCES AND THE DIRECTIONS
 PU0429'TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE
 PU0429'1950 DESCRIPTION IS ENTIRELY ADEQUATE.
 PU0429
 PU0429                          STATION RECOVERY (1954)
 PU0429
 PU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 PU0429'STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION.
 PU0429'THE 1950 DESCRIPTION IS ADEQUATE.
 PU0429
 PU0429                          STATION RECOVERY (1961)
 PU0429
 PU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU0429'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PU0429'CONDITION.  THE 1924 AZIMUTH MARK HAD BEEN DESTROYED AND A NEW
 PU0429'MARK WAS SET THIS YEAR.  A SLIGHT DIFFERENCE WAS NOTED IN THE
 PU0429'DISTANCE TO BOTH REFERENCE MARKS AND WAS DOUBLE CHECKED IN THE
 PU0429'FIELD BY THIS UNIT.
 PU0429'
 PU0429'DUE TO CHANGES IN THE HIGHWAYS A COMPLETE NEW DESCRIPTION FOLLOWS--
 PU0429'
 PU0429'LOCATED ABOUT 13-1/2 MILES NORTH-NORTHEAST OF WALL, 0.1 MILE WEST
 PU0429'OF A NORTH-SOUTH SECTION LINE ROAD AND IN PASTURE LAND LEASED BY
 PU0429'A MR. FLOYD SAWVELL.  IT IS IN SEC. 29, R 16 E, T 3 N.
 PU0429'
 PU0429'REACHED FROM THE POST OFFICE IN WALL, GO NORTH ON MAIN STREET FOR
 PU0429'0.1 MILE TO A CAUTION LIGHT, TURN RIGHT AND GO EAST FOR 0.15 MILE
 PU0429'TO A PAVED SIDE STREET ON THE LEFT, TURN LEFT AND GO NORTH FOR 8.4
 PU0429'MILES TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH FOR 5.2
 PU0429'MILES TO A GATE ON THE LEFT, (CONTINUE NORTH FOR 0.35 MILE TO THE
 PU0429'AZIMUTH MARK ON THE LEFT) TURN LEFT, PASS THROUGH GATE AND GO
 PU0429'NORTH-NORTHWEST FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 PU0429'STATION.
 PU0429'
 PU0429'STATION MARK, A STANDARD DISK STAMPED WALL NORTH BASE 1924, IS SET
 PU0429'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 PU0429'INCHES.  IT IS 93 FEET SOUTH OF A EAST-WEST FENCE LINE AND 3.8
 PU0429'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 PU0429'
 PU0429'REFERENCE MARK 1, A STANDARD DISK STAMPED WALL NORTH BASE NO 1
 PU0429'1924, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 PU0429'THAT IS FLUSH WITH THE GROUND.  IT IS 4 FEET EAST OF A NORTH-SOUTH
 PU0429'FENCE AND 2 FEET SOUTH OF A EAST-WEST FENCE.
 PU0429'
 PU0429'REFERENCE MARK 2, A STANDARD DISK STAMPED WALL NORTH BASE NO 2
 PU0429'1924, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PU0429'IS FLUSH WITH THE SURFACE.  IT IS 102 FEET SOUTH OF THE CENTER OF
 PU0429'A FARM ROAD, 72 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRADED
 PU0429'ROAD AND 3 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 PU0429'
 PU0429'AZIMUTH MARK, A STANDARD DISK STAMPED WALL NORTH BASE 1924 RESET
 PU0429'1961, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 PU0429'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 44 FEET WEST OF THE
 PU0429'CENTER OF THE NORTH-SOUTH GRADED ROAD, 4.6 FEET EAST OF A
 PU0429'NORTH-SOUTH RIGHT-OF-WAY FENCE AND 4 FEET EAST OF A METAL WITNESS
 PU0429'POST WITH SIGN.
 PU0429
 PU0429                          STATION RECOVERY (1962)
 PU0429
 PU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0429'4.8 MI S FROM CREIGHTON.
 PU0429'ABOUT 4.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0429'AND SERVICE STATION AT CREIGHTON, ABOUT 0.15 MILE SOUTHWEST OF A
 PU0429'SMALL DAM, 500 FEET NORTHWEST OF WALL NORTH BASE NO 2, ON THE
 PU0429'CREST OF A HILL, 90.8 FEET SOUTH OF A METAL WITNESS POST SET IN AN
 PU0429'EAST-WEST FENCE LINE, ND SET IN THE TOP OF A CONCRETE POST WHICH IS
 PU0429'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0430 ***********************************************************************
 PU0430  DESIGNATION -  WALL NORTH BASE AZ MK RESET
 PU0430  PID         -  PU0430
 PU0430  STATE/COUNTY-  SD/PENNINGTON
 PU0430  COUNTRY     -  US
 PU0430  USGS QUAD   -  RAINY CREEK (2017)
 PU0430
 PU0430                         *CURRENT SURVEY CONTROL
 PU0430  ______________________________________________________________________
 PU0430* NAD 83(1986) POSITION- 44 11 36.     (N) 102 12 13.     (W)   SCALED
 PU0430* NAVD 88 ORTHO HEIGHT -   897.423 (meters)     2944.30  (feet) ADJUSTED
 PU0430  ______________________________________________________________________
 PU0430  GEOID HEIGHT    -        -19.230 (meters)                     GEOID18
 PU0430  DYNAMIC HEIGHT  -        897.163 (meters)     2943.44  (feet) COMP
 PU0430  MODELED GRAVITY -    980,297.9   (mgal)                       NAVD 88
 PU0430
 PU0430  VERT ORDER      -  SECOND    CLASS 0
 PU0430
 PU0430.The horizontal coordinates were scaled from a map and have
 PU0430.an estimated accuracy of +/- 6 seconds.
 PU0430
 PU0430.The orthometric height was determined by differential leveling and
 PU0430.adjusted by the NATIONAL GEODETIC SURVEY
 PU0430.in June 1991.
 PU0430
 PU0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0430.GEOID18 height accuracy estimate available here.
 PU0430
 PU0430.Click photographs - Photos may exist for this station.
 PU0430
 PU0430.The dynamic height is computed by dividing the NAVD 88
 PU0430.geopotential number by the normal gravity value computed on the
 PU0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0430.degrees latitude (g = 980.6199 gals.).
 PU0430
 PU0430.The modeled gravity was interpolated from observed gravity values.
 PU0430
 PU0430;                    North         East    Units  Estimated Accuracy
 PU0430;SPC SD S     -   208,320.      450,500.      MT  (+/- 180 meters Scaled)
 PU0430
 PU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ234971(NAD 83)
 PU0430
 PU0430                          SUPERSEDED SURVEY CONTROL
 PU0430
 PU0430  NGVD 29 (??/??/92)  896.96   (m)         2942.8    (f) COMPUTED    2 0
 PU0430
 PU0430.Superseded values are not recommended for survey control.
 PU0430
 PU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0430.See file dsdata.pdf to determine how the superseded data were derived.
 PU0430
 PU0430_MARKER: DZ = AZIMUTH MARK DISK
 PU0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0430_STAMPING: WALL NORTH BASE RESET 1961 1924
 PU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0430+STABILITY: SURFACE MOTION
 PU0430
 PU0430  HISTORY     - Date     Condition        Report By
 PU0430  HISTORY     - 1961     MONUMENTED       CGS
 PU0430  HISTORY     - 1962     GOOD             CGS
 PU0430
 PU0430                          STATION DESCRIPTION
 PU0430
 PU0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0430'4.4 MI S FROM CREIGHTON.
 PU0430'ABOUT 4.35 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0430'AND SERVICE STATION AT CREIGHTON, 0.5 MILE NORTH-NORTHEAST OF WALL
 PU0430'NORTH BASE NO 2, 42 YARDS NORTH OF THE CENTER OF THE HEAD OF A
 PU0430'RAVINE, ON THE INSIDE OF A LONG CURVE, ON THE CREST OF A SMALL
 PU0430'HILL, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.7 FEET EAST
 PU0430'OF A FENCE, 3.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 PU0430'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0430'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0428 ***********************************************************************
 PU0428  DESIGNATION -  WALL NORTH BASE RM 2
 PU0428  PID         -  PU0428
 PU0428  STATE/COUNTY-  SD/PENNINGTON
 PU0428  COUNTRY     -  US
 PU0428  USGS QUAD   -  RAINY CREEK (2017)
 PU0428
 PU0428                         *CURRENT SURVEY CONTROL
 PU0428  ______________________________________________________________________
 PU0428* NAD 83(1986) POSITION- 44 11 19.41   (N) 102 12 29.05   (W)   HD_HELD1
 PU0428* NAVD 88 ORTHO HEIGHT -   901.522 (meters)     2957.74  (feet) ADJUSTED
 PU0428  ______________________________________________________________________
 PU0428  GEOID HEIGHT    -        -19.209 (meters)                     GEOID18
 PU0428  DYNAMIC HEIGHT  -        901.260 (meters)     2956.88  (feet) COMP
 PU0428  MODELED GRAVITY -    980,296.7   (mgal)                       NAVD 88
 PU0428
 PU0428  VERT ORDER      -  SECOND    CLASS 0
 PU0428
 PU0428.The horizontal coordinates were determined by differentially corrected
 PU0428.hand held GPS observations or other comparable positioning techniques
 PU0428.and have an estimated accuracy of +/- 3 meters.
 PU0428
 PU0428.The orthometric height was determined by differential leveling and
 PU0428.adjusted by the NATIONAL GEODETIC SURVEY
 PU0428.in June 1991.
 PU0428
 PU0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0428.GEOID18 height accuracy estimate available here.
 PU0428
 PU0428.Click photographs - Photos may exist for this station.
 PU0428
 PU0428.The dynamic height is computed by dividing the NAVD 88
 PU0428.geopotential number by the normal gravity value computed on the
 PU0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0428.degrees latitude (g = 980.6199 gals.).
 PU0428
 PU0428.The modeled gravity was interpolated from observed gravity values.
 PU0428
 PU0428;                    North         East    Units  Estimated Accuracy
 PU0428;SPC SD S     -   207,815.2     450,131.3     MT  (+/- 3 meters HH1 GPS) 
 PU0428
 PU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2313296625(NAD 83)
 PU0428
 PU0428                          SUPERSEDED SURVEY CONTROL
 PU0428
 PU0428  NGVD 29 (??/??/92)  901.063  (m)         2956.24   (f) ADJ UNCH    2 0
 PU0428
 PU0428.Superseded values are not recommended for survey control.
 PU0428
 PU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0428.See file dsdata.pdf to determine how the superseded data were derived.
 PU0428
 PU0428_MARKER: DR = REFERENCE MARK DISK
 PU0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0428_STAMPING: WALL NORTH BASE NO 2 1924
 PU0428_MARK LOGO: CGS
 PU0428_PROJECTION: FLUSH
 PU0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0428+STABILITY: SURFACE MOTION
 PU0428
 PU0428  HISTORY     - Date     Condition        Report By
 PU0428  HISTORY     - 1924     MONUMENTED       CGS
 PU0428  HISTORY     - 1962     GOOD             CGS
 PU0428
 PU0428                          STATION DESCRIPTION
 PU0428
 PU0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0428'4.8 MI S FROM CREIGHTON.
 PU0428'ABOUT 4.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0428'AND SERVICE STATION AT CREIGHTON, AT THE SOUTH END OF A LONG
 PU0428'CURVE, 500 FEET SOUTHEAST OF WALL NORTH BASE 1924, 107 FEET SOUTH
 PU0428'OF A POWER POLE, 94 FEET SOUTH OF THE CENTER OF A GATE, 2.0
 PU0428'FEET WEST OF A FENCE, 2.8 FEET WEST OF A METAL WITNESS POST, ABOUT
 PU0428'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0428'POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2179 ***********************************************************************
 PU2179  DESIGNATION -  WALL SOUTH BASE
 PU2179  PID         -  PU2179
 PU2179  STATE/COUNTY-  SD/PENNINGTON
 PU2179  COUNTRY     -  US
 PU2179  USGS QUAD   -  LAKE HILL (2017)
 PU2179
 PU2179                         *CURRENT SURVEY CONTROL
 PU2179  ______________________________________________________________________
 PU2179* NAD 83(1996) POSITION- 44 04 22.91996(N) 102 11 34.43637(W)   ADJUSTED
 PU2179* NAVD 88 ORTHO HEIGHT -   890.2   (meters)     2921.    (feet) VERTCON3
 PU2179  ______________________________________________________________________
 PU2179  GEOID HEIGHT    -        -19.161 (meters)                     GEOID18
 PU2179  LAPLACE CORR    -         -7.58  (seconds)                    DEFLEC18
 PU2179  HORZ ORDER      -  FIRST
 PU2179
 PU2179.The horizontal coordinates were established by classical geodetic methods
 PU2179.and adjusted by the National Geodetic Survey in January 1998.
 PU2179
 PU2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 PU2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PU2179
 PU2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2179.GEOID18 height accuracy estimate available here.
 PU2179
 PU2179.Click photographs - Photos may exist for this station.
 PU2179
 PU2179.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2179
 PU2179. The following values were computed from the NAD 83(1996) position.
 PU2179
 PU2179;                    North         East     Units Scale Factor Converg.
 PU2179;SPC SD S     -   194,936.785   451,056.027   MT  0.99993832   -1 16 58.2
 PU2179;SPC SD S     -   639,555.10  1,479,839.65   sFT  0.99993832   -1 16 58.2
 PU2179;UTM  13      - 4,883,816.243   724,783.614   MT  1.00022148   +1 57 12.1
 PU2179
 PU2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2179!SPC SD S     -   0.99986344  x   0.99993832  =   0.99980177
 PU2179!UTM  13      -   0.99986344  x   1.00022148  =   1.00008489
 PU2179
 PU2179:                Primary Azimuth Mark                     Grid Az
 PU2179:SPC SD S     -  WALL SOUTH BASE AZ MK                    019 34 31.0
 PU2179:UTM  13      -  WALL SOUTH BASE AZ MK                    016 20 20.7
 PU2179
 PU2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ2478383816(NAD 83)
 PU2179
 PU2179|---------------------------------------------------------------------|
 PU2179| PID    Reference Object                     Distance      Geod. Az  |
 PU2179|                                                           dddmmss.s |
 PU2179| PU0400 WALL SOUTH BASE AZ MK                              0181732.8 |
 PU2179| CQ4342 WALL SOUTH BASE RM 1                136.423 METERS 02920     |
 PU2179| CQ4343 WALL SOUTH BASE RM 2                 23.537 METERS 11720     |
 PU2179| OT0731 QUINN MUNICIPAL TANK                APPROX.10.8 KM 1511403.2 |
 PU2179| OT0730 WALL MUNICIPAL TANK                 APPROX. 9.7 KM 2040826.8 |
 PU2179| OT0743 WALL BELL TEL CO RAD RELAY MST      APPROX.17.0 KM 2230554.8 |
 PU2179|---------------------------------------------------------------------|
 PU2179
 PU2179                          SUPERSEDED SURVEY CONTROL
 PU2179
 PU2179  NAD 83(1986)-  44 04 22.91199(N)    102 11 34.43790(W) AD(       ) 1
 PU2179  NAD 27      -  44 04 22.95800(N)    102 11 32.87200(W) AD(       ) 1
 PU2179  NGVD 29 (07/19/86)  889.7    (m)         2919.     (f) VERT ANG       
 PU2179
 PU2179.Superseded values are not recommended for survey control.
 PU2179
 PU2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2179.See file dsdata.pdf to determine how the superseded data were derived.
 PU2179
 PU2179_MARKER: DS = TRIANGULATION STATION DISK
 PU2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2179_STAMPING: WALL SOUTH BASE 1924
 PU2179_MARK LOGO: CGS
 PU2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2179+STABILITY: SURFACE MOTION
 PU2179
 PU2179  HISTORY     - Date     Condition        Report By
 PU2179  HISTORY     - 1924     MONUMENTED       CGS
 PU2179  HISTORY     - 1925     GOOD             CGS
 PU2179  HISTORY     - 1935     GOOD             CGS
 PU2179  HISTORY     - 1954     GOOD             CGS
 PU2179  HISTORY     - 1961     GOOD             CGS
 PU2179
 PU2179                          STATION DESCRIPTION
 PU2179
 PU2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 PU2179'STATION WALL SOUTH BASE IS ABOUT 6 MILES N AND 2-3/4 MILES
 PU2179'E OF THE TOWN OF WALL, ABOUT 125 METERS S OF THE N SIDE
 PU2179'CENTER OF THE SE 1/4 SECTION 4, T 1 N, R 16 E, IN A PASTURE
 PU2179'ON THE W SIDE OF A LONG FLAT-TOP RIDGE.  THE RIDGE IS ABOUT
 PU2179'2 MILES LONG N AND S AND THE STATION IS ABOUT 1-1/2 MILES
 PU2179'S OF THE N END OF THE RIDGE.  STATION IS ABOUT 3 FEET W OF
 PU2179'THE N-S FENCE AND ABOUT 125 METERS (410 FEET) S OF THE E-W
 PU2179'FENCE ON THE HALF-SECTION LINE.
 PU2179'
 PU2179'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PU2179'DISKS SET IN CONCRETE.
 PU2179'
 PU2179'TO REACH FROM WALL GO N 6 MILES AND E ABOUT 2-3/4 MILES
 PU2179'FROM THE COUNTY ROAD THAT RUNS N FROM THE W SIDE OF THE TOWN
 PU2179'OF WALL, TO THE W SIDE OF THE RIDGE.  GO IN AT THE GATE AND
 PU2179'HEAD S ALONG FENCE LINE 1/2 MILE, THEN GO THROUGH FENCE AT
 PU2179'TOP OF RIDGE.
 PU2179'
 PU2179'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.35 METERS.
 PU2179
 PU2179                          STATION RECOVERY (1925)
 PU2179
 PU2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (EJB)
 PU2179'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND MARKS
 PU2179'FOUND IN GOOD CONDITION.  THE STATION CAN BE REACHED OVER THE
 PU2179'BEST ROADS BY GOING N ABOUT 4 MILES ON THE ROAD LEADING FROM THE
 PU2179'E SIDE OF THE TOWN OF WALL.  TURN AT THE SCHOOLHOUSE AND GO
 PU2179'E ABOUT 2 MILES TO THE FIRST ROAD LEADING N, THEN N ABOUT 1-1/2
 PU2179'MILES TO A WIRE GAP IN AN E-W FENCE ON THE W SIDE OF THE ROAD.
 PU2179'GO THROUGH THE GAP AND TURN W FOLLOWING THE FENCE TO THE TOP OF
 PU2179'THE RIDGE.  GO THROUGH THE FENCE AT TOP OF RIDGE AND THEN S
 PU2179'ABOUT 130 METERS (427 FEET) TO THE STATION.
 PU2179'
 PU2179'LATITUDE AND LONGITUDE STATION-LATITUDE AND LONGITUDE
 PU2179'OBSERVATIONS WERE MADE AT A POINT CONNECTED TO THE GEODETIC
 PU2179'STATION AS SHOWN BELOW.
 PU2179
 PU2179                          STATION RECOVERY (1935)
 PU2179
 PU2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PU2179'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 PU2179'DESCRIPTION IS STILL GOOD.
 PU2179
 PU2179                          STATION RECOVERY (1954)
 PU2179
 PU2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 PU2179'STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION.
 PU2179'THE OLD DESCRIPTION IS ADEQUATE.
 PU2179
 PU2179                          STATION RECOVERY (1961)
 PU2179
 PU2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2179'THE STATION MARK, REFERENCE MARK NO. 1 WERE RECOVERED AS
 PU2179'DESCRIBED AND FOUND IN GOOD CONDITION.  AN ERROR WAS FOUND IN
 PU2179'THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1.  A NEW
 PU2179'REFERENCE MARK AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS
 PU2179'TIME.  A NEW DESCRIPTION FOLLOWS--
 PU2179'
 PU2179'THE STATION IS 7 MILES NORTHWEST OF QUINN, 6-1/2 MILES
 PU2179'NORTH-NORTHEAST OF WALL, IN SEC. 4.  T. 1 N., R. 16 E., ON
 PU2179'PROPERTY OWNED BY MR. O.L. WINKOWITSCH, NEAR THE WEST EDGE
 PU2179'OF A FLAT TOPPED MESA, WHICH RUNS IN A NORTH-SOUTH DIRECTION.
 PU2179'
 PU2179'TO REACH THE STATION FROM THE POST OFFICE IN WALL, GO NORTH
 PU2179'ON AN OILED ROAD FOR 0.15 MILE TO A T ROAD.  TURN RIGHT, AND
 PU2179'GO EAST FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT, AND GO
 PU2179'NORTH ON AN OILED ROAD FOR 4.3 MILES TO A CROSSROAD AND A
 PU2179'SMALL SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT, AND GO EAST ON A
 PU2179'GRAVELED ROAD FOR 2 MILES TO A SIDE ROAD LEFT.  TURN LEFT, AND
 PU2179'GO NORTH ON AN UNGRADED SECTION LINE ROAD FOR 1.3 MILES
 PU2179'TO A WIRE GATE ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM
 PU2179'THIS POINT CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.8 MILE TO A
 PU2179'T ROAD.  TURN LEFT, AND GO WEST TO THE TOP OF THE HILL AND
 PU2179'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED).  TURN LEFT
 PU2179'THROUGH THE WIRE GATE AND GO WEST AND NORTHWEST ACROSS AN
 PU2179'OPEN PASTURE FOR 0.3 MILE TO THE STATION AS DESCRIBED,
 PU2179'NEAR THE WEST EDGE OF THE MESA.
 PU2179'
 PU2179'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 PU2179'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS
 PU2179'STAMPED WALL SOUTH BASE 1924.
 PU2179'
 PU2179'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU2179'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES
 PU2179'AND IS STAMPED WALL SOUTH BASE NO 1 1924.  IT IS 2 FEET SOUTH
 PU2179'OF AN EAST-WEST FENCE LINE.
 PU2179'
 PU2179'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU2179'12-INCH CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED
 PU2179'WALL SOUTH BASE NO 2 1924.
 PU2179'
 PU2179'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2179'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 3 INCHES AND IS
 PU2179'STAMPED WALL SOUTH BASE 1924.  IT IS 39 FEET SOUTH
 PU2179'OF THE CENTER OF A TRACK ROAD AND 22 FEET NORTHWEST OF A POWER
 PU2179'POLE, WHICH HAS A WITNESS SIGN NAILED ON THE SIDE.
 PU2179'
 PU2179'THE PICTURE POINT IS A T FENCE CORNER OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0400 ***********************************************************************
 PU0400  DESIGNATION -  WALL SOUTH BASE AZ MK
 PU0400  PID         -  PU0400
 PU0400  STATE/COUNTY-  SD/PENNINGTON
 PU0400  COUNTRY     -  US
 PU0400  USGS QUAD   -  LAKE HILL (2017)
 PU0400
 PU0400                         *CURRENT SURVEY CONTROL
 PU0400  ______________________________________________________________________
 PU0400* NAD 83(1986) POSITION- 44 04 52.     (N) 102 11 20.     (W)   SCALED
 PU0400* NAVD 88 ORTHO HEIGHT -   889.339 (meters)     2917.77  (feet) ADJUSTED
 PU0400  ______________________________________________________________________
 PU0400  GEOID HEIGHT    -        -19.174 (meters)                     GEOID18
 PU0400  DYNAMIC HEIGHT  -        889.075 (meters)     2916.91  (feet) COMP
 PU0400  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 PU0400
 PU0400  VERT ORDER      -  SECOND    CLASS 0
 PU0400
 PU0400.The horizontal coordinates were scaled from a map and have
 PU0400.an estimated accuracy of +/- 6 seconds.
 PU0400
 PU0400.The orthometric height was determined by differential leveling and
 PU0400.adjusted by the NATIONAL GEODETIC SURVEY
 PU0400.in June 1991.
 PU0400
 PU0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0400.GEOID18 height accuracy estimate available here.
 PU0400
 PU0400.Click photographs - Photos may exist for this station.
 PU0400
 PU0400.The dynamic height is computed by dividing the NAVD 88
 PU0400.geopotential number by the normal gravity value computed on the
 PU0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0400.degrees latitude (g = 980.6199 gals.).
 PU0400
 PU0400.The modeled gravity was interpolated from observed gravity values.
 PU0400
 PU0400;                    North         East    Units  Estimated Accuracy
 PU0400;SPC SD S     -   195,830.      451,400.      MT  (+/- 180 meters Scaled)
 PU0400
 PU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ250847(NAD 83)
 PU0400
 PU0400                          SUPERSEDED SURVEY CONTROL
 PU0400
 PU0400  NGVD 29 (??/??/92)  888.881  (m)         2916.27   (f) ADJ UNCH    2 0
 PU0400
 PU0400.Superseded values are not recommended for survey control.
 PU0400
 PU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0400.See file dsdata.pdf to determine how the superseded data were derived.
 PU0400
 PU0400_MARKER: DZ = AZIMUTH MARK DISK
 PU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0400_STAMPING: WALL SOUTH BASE 1924
 PU0400_MARK LOGO: CGS
 PU0400_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0400+STABILITY: SURFACE MOTION
 PU0400
 PU0400  HISTORY     - Date     Condition        Report By
 PU0400  HISTORY     - 1961     MONUMENTED       CGS
 PU0400  HISTORY     - 1962     GOOD             CGS
 PU0400
 PU0400                          STATION DESCRIPTION
 PU0400
 PU0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0400'8.4 MI NE FROM WALL.
 PU0400'ABOUT 6.5 MILES NORTH ALONG COUNTY ROAD 508 FROM THE POST OFFICE
 PU0400'AT WALL, THENCE 1.95 MILES EAST ALONG A DIRT ROAD, ON THE CREST
 PU0400'OF A HILL, 0.1 MILE WEST OF A DIM TRAIL ROAD LEADING SOUTH, 41
 PU0400'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A
 PU0400'POWER POLE BEARING A METAL WITNESS SHIELD, AND SET IN THE TOP
 PU0400'OF A CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0411 ***********************************************************************
 QQ0411  DESIGNATION -  WALLACE
 QQ0411  PID         -  QQ0411
 QQ0411  STATE/COUNTY-  SD/CODINGTON
 QQ0411  COUNTRY     -  US
 QQ0411  USGS QUAD   -  WALLACE (2017)
 QQ0411
 QQ0411                         *CURRENT SURVEY CONTROL
 QQ0411  ______________________________________________________________________
 QQ0411* NAD 83(1996) POSITION- 45 07 21.81636(N) 097 26 09.32891(W)   ADJUSTED
 QQ0411* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 QQ0411  ______________________________________________________________________
 QQ0411  GEOID HEIGHT    -        -25.023 (meters)                     GEOID18
 QQ0411  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 QQ0411  HORZ ORDER      -  SECOND
 QQ0411
 QQ0411.The horizontal coordinates were established by classical geodetic methods
 QQ0411.and adjusted by the National Geodetic Survey in January 1998.
 QQ0411
 QQ0411.The orthometric height was scaled from a topographic map.
 QQ0411
 QQ0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0411.GEOID18 height accuracy estimate available here.
 QQ0411
 QQ0411.Click photographs - Photos may exist for this station.
 QQ0411
 QQ0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0411
 QQ0411. The following values were computed from the NAD 83(1996) position.
 QQ0411
 QQ0411;                    North         East     Units Scale Factor Converg.
 QQ0411;SPC SD N     -   146,475.104   801,691.315   MT  0.99993989   +1 48 52.9
 QQ0411;SPC SD N     -   480,560.40  2,630,215.59   sFT  0.99993989   +1 48 52.9
 QQ0411;UTM  14      - 4,997,773.838   623,009.570   MT  0.99978605   +1 06 30.5
 QQ0411
 QQ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0411!SPC SD N     -   0.99991828  x   0.99993989  =   0.99985817
 QQ0411!UTM  14      -   0.99991828  x   0.99978605  =   0.99970434
 QQ0411
 QQ0411:                Primary Azimuth Mark                     Grid Az
 QQ0411:SPC SD N     -  WALLACE AZ MK                            153 06 52.4
 QQ0411:UTM  14      -  WALLACE AZ MK                            153 49 14.8
 QQ0411
 QQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ2300997773(NAD 83)
 QQ0411
 QQ0411|---------------------------------------------------------------------|
 QQ0411| PID    Reference Object                     Distance      Geod. Az  |
 QQ0411|                                                           dddmmss.s |
 QQ0411| CO6353 WALLACE RM 1                         11.748 METERS 08452     |
 QQ0411| CO6352 WALLACE AZ MK                                      1545545.3 |
 QQ0411| CO6354 WALLACE RM 2                         11.402 METERS 26927     |
 QQ0411|---------------------------------------------------------------------|
 QQ0411
 QQ0411                          SUPERSEDED SURVEY CONTROL
 QQ0411
 QQ0411  NAD 83(1986)-  45 07 21.81409(N)    097 26 09.31376(W) AD(       ) 2
 QQ0411  NAD 27      -  45 07 21.95713(N)    097 26 08.01396(W) AD(       ) 2
 QQ0411
 QQ0411.Superseded values are not recommended for survey control.
 QQ0411
 QQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0411.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0411
 QQ0411_MARKER: DS = TRIANGULATION STATION DISK
 QQ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0411_STAMPING: WALLACE 1952
 QQ0411_MARK LOGO: CGS
 QQ0411_PROJECTION: FLUSH
 QQ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0411+STABILITY: SURFACE MOTION
 QQ0411
 QQ0411  HISTORY     - Date     Condition        Report By
 QQ0411  HISTORY     - 1952     MONUMENTED       CGS
 QQ0411
 QQ0411                          STATION DESCRIPTION
 QQ0411
 QQ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0411'THE STATION IS IN SECTION 16, T 119 N, R 55 W, 5-1/4 MILES WEST
 QQ0411'AND 4-1/2 MILES NORTH OF FLORENCE, 2-1/2 MILES NORTH AND 2 MILES
 QQ0411'EAST OF WALLACE, 36 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 QQ0411'31 FEET EAST OF A POWERLINE POLE, AND 28 FEET EAST OF A WHITE
 QQ0411'4 IN X 4 IN WITNESS POST.
 QQ0411'
 QQ0411'TO REACH THE STATION FROM A T-INTERSECTION JUST EAST OF TOWN AND
 QQ0411'JUST SOUTH OF AN OVERPASS IN WALLACE, GO NORTH ON A GRAVELED
 QQ0411'ROAD FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAY 20, TURN
 QQ0411'RIGHT (EAST) AND FOLLOW THE HIGHWAY FOR 2 MILES TO A CROSS ROAD,
 QQ0411'TURN LEFT (NORTH) AND GO FOR 1.7 MILES TO THE AZIMUTH MARK ON THE
 QQ0411'LEFT, CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.3 MILE TO
 QQ0411'A CROSS ROAD, TURN LEFT (WEST) AND GO FOR 0.2 MILE TO THE
 QQ0411'STATION ON THE LEFT AS DESCRIBED.
 QQ0411'
 QQ0411'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 QQ0411'THE DISK IS STAMPED WALLACE 1952.
 QQ0411'
 QQ0411'REFERENCE MARK 1 IS 34 FEET SOUTH OF THE CENTER OF THE GRAVELED
 QQ0411'ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 QQ0411'DISK IS STAMPED WALLACE NO 1 1952.
 QQ0411'
 QQ0411'REFERENCE MARK 2 IS 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 QQ0411'ROAD AND 5 FEET WEST OF THE POWERLINE POLE.  THE MARK IS FLUSH
 QQ0411'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED WALLACE
 QQ0411'NO 2 1952.
 QQ0411'
 QQ0411'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF THE GRAVELED
 QQ0411'ROAD, 3 FEET NORTH OF A POWERLINE POLE AND 3 FEET SOUTH OF A
 QQ0411'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 5 INCHES AND
 QQ0411'THE DISK IS STAMPED WALLACE 1952.
 QQ0411'
 QQ0411'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1837 ***********************************************************************
 NM1837  DESIGNATION -  WALSH
 NM1837  PID         -  NM1837
 NM1837  STATE/COUNTY-  SD/UNION
 NM1837  COUNTRY     -  US
 NM1837  USGS QUAD   -  ELK POINT NE (2018)
 NM1837
 NM1837                         *CURRENT SURVEY CONTROL
 NM1837  ______________________________________________________________________
 NM1837* NAD 83(1996) POSITION- 42 40 19.19608(N) 096 35 10.74611(W)   ADJUSTED
 NM1837* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 NM1837  ______________________________________________________________________
 NM1837  GEOID HEIGHT    -        -25.767 (meters)                     GEOID18
 NM1837  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 NM1837  HORZ ORDER      -  THIRD
 NM1837
 NM1837.The horizontal coordinates were established by classical geodetic methods
 NM1837.and adjusted by the National Geodetic Survey in January 1998.
 NM1837
 NM1837.The orthometric height was scaled from a topographic map.
 NM1837
 NM1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1837.GEOID18 height accuracy estimate available here.
 NM1837
 NM1837.Click photographs - Photos may exist for this station.
 NM1837
 NM1837.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1837
 NM1837. The following values were computed from the NAD 83(1996) position.
 NM1837
 NM1837;                    North         East     Units Scale Factor Converg.
 NM1837;SPC SD S     -    44,551.359   907,064.125   MT  1.00004209   +2 35 05.6
 NM1837;SPC SD S     -   146,165.58  2,975,926.22   sFT  1.00004209   +2 35 05.6
 NM1837;UTM  14      - 4,727,216.457   697,783.285   MT  1.00008129   +1 38 11.5
 NM1837
 NM1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1837!SPC SD S     -   0.99995069  x   1.00004209  =   0.99999278
 NM1837!UTM  14      -   0.99995069  x   1.00008129  =   1.00003198
 NM1837
 NM1837:                Primary Azimuth Mark                     Grid Az
 NM1837:SPC SD S     -  WALSH AZ MK                              185 58 17.3
 NM1837:UTM  14      -  WALSH AZ MK                              186 55 11.4
 NM1837
 NM1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9778327216(NAD 83)
 NM1837
 NM1837|---------------------------------------------------------------------|
 NM1837| PID    Reference Object                     Distance      Geod. Az  |
 NM1837|                                                           dddmmss.s |
 NM1837| CO4789 WALSH RM 1                           33.317 METERS 18351     |
 NM1837| CO4788 WALSH AZ MK                                        1883322.9 |
 NM1837| CO4790 WALSH RM 2                           28.228 METERS 27446     |
 NM1837| NM1840 ELK POINT ST JOSEPHS CATH CH        APPROX. 7.7 KM 2795021.5 |
 NM1837| NM1841 ELK POINT MUNICIPAL TANK            APPROX. 8.5 KM 2811351.6 |
 NM1837|---------------------------------------------------------------------|
 NM1837
 NM1837                          SUPERSEDED SURVEY CONTROL
 NM1837
 NM1837  NAD 83(1995)-  42 40 19.19602(N)    096 35 10.74610(W) AD(       ) 3
 NM1837  NAD 83(1986)-  42 40 19.19912(N)    096 35 10.74244(W) AD(       ) 3
 NM1837  NAD 27      -  42 40 19.21400(N)    096 35 09.63000(W) AD(       ) 3
 NM1837
 NM1837.Superseded values are not recommended for survey control.
 NM1837
 NM1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1837.See file dsdata.pdf to determine how the superseded data were derived.
 NM1837
 NM1837_MARKER: DS = TRIANGULATION STATION DISK
 NM1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1837_STAMPING: WALSH 1948
 NM1837_MARK LOGO: CGS
 NM1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1837+STABILITY: SURFACE MOTION
 NM1837
 NM1837  HISTORY     - Date     Condition        Report By
 NM1837  HISTORY     - 1948     MONUMENTED       CGS
 NM1837
 NM1837                          STATION DESCRIPTION
 NM1837
 NM1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1837'LOCATED ABOUT 5 MILES EAST AND 1 MILE SOUTH OF ELK POINT.
 NM1837'5 MILES NORTH AND 1 MILE WEST OF JEFFERSON.  NEAR THE CENTER OF
 NM1837'THE WEST SIDE OF SEC. 25, T. 29 N., R 49 W.  ON PROPERTY
 NM1837'OWNED BY MR. J.P. WALSH.  IT IS 53 FEET EAST OF THE APPROXIMATE
 NM1837'CENTERLINE OF ROAD, 25 FEET NORTHEAST OF THE NORTH GATE POST
 NM1837'AT THE ENTRANCE TO THE PASTURE, 24 FEET SOUTHEAST OF THE MOST
 NM1837'SOUTHERLY OF A GROUPE OF TREES AND 21.7 FEET EAST OF A WHITE
 NM1837'WITNESS POST SET IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 NM1837'PROJECTS 3 INCHES AND THE DISC IS STAMPED WALSH 1948.
 NM1837'
 NM1837'REFERENCE MARK NO. 1 IS 109.31 FEET SOUTH OF THE STATION,
 NM1837'14 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND APPROXIMATELY
 NM1837'42 FEET EAST OF THE CENTERLINE OF THE ROAD AND AT THE EDGE OF
 NM1837'A DITCH BETWEEN THE ROAD AND THE MARK.  THE MARK PROJECTS ABOUT
 NM1837'3 INCHES AND THE DISC IS STAMPED WALSH NO 1 1948.
 NM1837'
 NM1837'REFERENCE MARK NO. 2 IS 92.60 FEET WEST OF THE STATION,
 NM1837'28 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 2
 NM1837'FEET SOUTH OF THE POWER-LINE POLE AND IN THE RIGHT-OF-WAY FENCE
 NM1837'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED
 NM1837'WALSH NO 2 1948.
 NM1837'
 NM1837'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, ON
 NM1837'THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST ROAD, ABOUT 25 FEET
 NM1837'NORTH OF THE CENTERLINE OF THE ROAD AND 2.8 FEET EAST OF
 NM1837'A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 NM1837'DISC IS STAMPED WALSH 1948.
 NM1837'
 NM1837'STATION WAS REACHED FROM THE POST OFFICE IN JEFFERSON BY GOING
 NM1837'NORTHEAST ON U.S. HIGHWAY 77 FOR 2.0 MILES TO A CROSSROADS.
 NM1837'THENCE RIGHT OR NORTH FOR 2.6 MILES TO A CROSSROADS.  (AZIMUTH
 NM1837'MARK IS 0.1 MILE WEST OF HERE, ON THE NORTH SIDE OF THE
 NM1837'EAST-WEST ROAD) CONTINUE NORTH FOR 0.6 MILE TO A WIRE GATE
 NM1837'ON THE RIGHT.  TURN RIGHT, THRU GATE, TO THE STATION SITE
 NM1837'JUST INSIDE GATE AS DESCRIBED ABOVE.
 NM1837'
 NM1837'A 4 FT. SIGNAL AT SMALL WAS VISIBLE AT 50 FT.
 NM1837'
 NM1837'A 103 FT. SIGNAL AT MONTAGNE WAS VISIBLE AT 75 FEET.
 NM1837'
 NM1837'A 4 FT. SIGNAL AT HEIL WAS VISIBLE AT 50 FT.
 NM1837'
 NM1837'A 90 FT. SIGNAL AT BEST WAS VISIBLE AT 40 FT.
 NM1837'
 NM1837'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0909 ***********************************************************************
 QS0909  DESIGNATION -  WALSH
 QS0909  PID         -  QS0909
 QS0909  STATE/COUNTY-  SD/ZIEBACH
 QS0909  COUNTRY     -  US
 QS0909  USGS QUAD   -  DUPREE (2017)
 QS0909
 QS0909                         *CURRENT SURVEY CONTROL
 QS0909  ______________________________________________________________________
 QS0909* NAD 83(1996) POSITION- 45 06 27.64640(N) 101 31 51.05859(W)   ADJUSTED
 QS0909* NAVD 88 ORTHO HEIGHT -   747.49  (+/-2cm)     2452.4   (feet) VERTCON3
 QS0909  ______________________________________________________________________
 QS0909  GEOID HEIGHT    -        -20.645 (meters)                     GEOID18
 QS0909  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC18
 QS0909  HORZ ORDER      -  FIRST
 QS0909  VERT ORDER      -  THIRD ? (See Below)
 QS0909
 QS0909.The horizontal coordinates were established by classical geodetic methods
 QS0909.and adjusted by the National Geodetic Survey in January 1998.
 QS0909
 QS0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0909
 QS0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0909.GEOID18 height accuracy estimate available here.
 QS0909
 QS0909.The vertical order pertains to the NGVD 29 superseded value.
 QS0909
 QS0909.Click photographs - Photos may exist for this station.
 QS0909
 QS0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0909
 QS0909. The following values were computed from the NAD 83(1996) position.
 QS0909
 QS0909;                    North         East     Units Scale Factor Converg.
 QS0909;SPC SD N     -   142,747.636   479,538.107   MT  0.99993960   -1 05 00.4
 QS0909;SPC SD N     -   468,331.20  1,573,284.61   sFT  0.99993960   -1 05 00.4
 QS0909;UTM  14      - 4,998,028.485   300,904.464   MT  1.00008742   -1 47 36.7
 QS0909
 QS0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0909!SPC SD N     -   0.99988605  x   0.99993960  =   0.99982566
 QS0909!UTM  14      -   0.99988605  x   1.00008742  =   0.99997346
 QS0909
 QS0909:                Primary Azimuth Mark                     Grid Az
 QS0909:SPC SD N     -  WALSH AZ MK                              168 04 17.1
 QS0909:UTM  14      -  WALSH AZ MK                              168 46 53.4
 QS0909
 QS0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ0090498028(NAD 83)
 QS0909
 QS0909|---------------------------------------------------------------------|
 QS0909| PID    Reference Object                     Distance      Geod. Az  |
 QS0909|                                                           dddmmss.s |
 QS0909| CQ8952 WALSH RM 1                           17.810 METERS 00602     |
 QS0909| CQ8951 WALSH AZ MK                                        1665916.7 |
 QS0909| QS0907 DUPREE BAGLEY GRAIN ELEV N GAB      APPROX. 8.6 KM 2233803.8 |
 QS0909| CQ8953 WALSH RM 2                           17.329 METERS 27217     |
 QS0909|---------------------------------------------------------------------|
 QS0909
 QS0909                          SUPERSEDED SURVEY CONTROL
 QS0909
 QS0909  NAD 83(1986)-  45 06 27.63849(N)    101 31 51.05801(W) AD(       ) 1
 QS0909  NAD 27      -  45 06 27.71500(N)    101 31 49.49000(W) AD(       ) 1
 QS0909  NGVD 29             747.03   (m)         2450.9    (f) LEVELING    3  
 QS0909
 QS0909.Superseded values are not recommended for survey control.
 QS0909
 QS0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0909.See file dsdata.pdf to determine how the superseded data were derived.
 QS0909
 QS0909_MARKER: DS = TRIANGULATION STATION DISK
 QS0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0909_STAMPING: WALSH 1938
 QS0909_MARK LOGO: CGS
 QS0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0909+STABILITY: SURFACE MOTION
 QS0909
 QS0909  HISTORY     - Date     Condition        Report By
 QS0909  HISTORY     - 1938     MONUMENTED       CGS
 QS0909  HISTORY     - 1948     GOOD             USGS
 QS0909  HISTORY     - 1952     GOOD             CGS
 QS0909
 QS0909                          STATION DESCRIPTION
 QS0909
 QS0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 QS0909'STATION WALSH IS LOCATED IN NW PART OF SOUTH DAKOTA, IN THE
 QS0909'CENTRAL PART OF ZIEBACH COUNTY.  IT IS ON A SMALL KNOLL ON
 QS0909'THE PROPERTY OWNED BY JOE WALSH.  IT IS ABOUT 5-1/2 MILES
 QS0909'AIRLINE NE OF DUPREE, ABOUT 8 MILES AIRLINE NW OF LANTRY,
 QS0909'AND ABOUT 13 MILES AIRLINE NEE OF RED ELM.
 QS0909'
 QS0909'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0909'BRONZE DISKS SET IN CONCRETE.
 QS0909'
 QS0909'STATION WALSH IS REACHED FROM THE WNAX SERVICE STATION ON
 QS0909'U.S. HIGHWAY 212 ON THE N SIDE OF DUPREE BY GOING E ON U.S.
 QS0909'HIGHWAY 212 1.7 MILES TO STATE ROUTE 65, TURN LEFT AND GO N
 QS0909'3.0 MILES, TURN RIGHT ON CROSS ROAD.  GO 2.0 MILES AND TURN
 QS0909'LEFT.  THE AZIMUTH MARK IS LOCATED HERE IN A FENCE CORNER,
 QS0909'20 FEET E OF THE N-S ROAD AND 20 FEET N OF THE E-W ROAD.
 QS0909'GO N 0.8 MILE AND TURN LEFT ON FIELD ROAD OPPOSITE SMALL HOUSE
 QS0909'ON THE RIGHT, GO 0.2 MILE TO TOP OF KNOLL AND STATION SITE.
 QS0909
 QS0909                          STATION RECOVERY (1948)
 QS0909
 QS0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0909'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QS0909
 QS0909                          STATION RECOVERY (1952)
 QS0909
 QS0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0909'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QS0909'GOOD CONDITION.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT
 QS0909'TO BOTH REFERENCE MARKS.  A NEW COMPLETE DESCRIPTION FOLLOWS.
 QS0909'
 QS0909'THE STATION IS IN SECTION 10, T 13 N, R 21 E, ABOUT 13 MILES
 QS0909'NORTH-NORTHEAST OF RED ELM, 8 MILES NORTHWEST OF LANTRY,
 QS0909'5-1/2 MILES NORTHEAST OF DUPREE, 41 FEET NORTH OF THE CENTER OF
 QS0909'A TRACK ROAD AND 7 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 QS0909'POST.
 QS0909'
 QS0909'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 QS0909'AND U.S. HIGHWAY 212 IN DUPREE, GO EAST ON U.S. HIGHWAY 212
 QS0909'FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY 65, TURN LEFT
 QS0909'(NORTH) AND FOLLOW STATE HIGHWAY 65 FOR 3 MILES TO A CROSS
 QS0909'ROAD, TURN RIGHT (EAST) AND FOLLOW THE GRADED DIRT ROAD FOR
 QS0909'2 MILES TO A CROSS ROAD AND THE AZIMUTH MARK IN THE NORTHEAST
 QS0909'ANGLE OF THE INTERSECTION, TURN LEFT (NORTH) AND FOLLOW THE
 QS0909'DIRT ROAD FOR 0.8 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT
 QS0909'AND FOLLOW THE TRACK ROAD FOR 0.2 MILE TO THE STATION AS
 QS0909'DESCRIBED.
 QS0909'
 QS0909'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 QS0909'WALSH 1938.
 QS0909'
 QS0909'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0909'WALSH NO 1 1938.
 QS0909'
 QS0909'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0909'WALSH NO 2 1938.
 QS0909'
 QS0909'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 QS0909'DIRT ROAD, 20 FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT
 QS0909'ROAD, 7 FEET EAST OF A FENCE CORNER AND 3 FEET SOUTH OF A
 QS0909'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECT 1 INCH AND
 QS0909'THE DISK IS STAMPED WALSH 1938.
 QS0909'
 QS0909'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1893 ***********************************************************************
 PU1893  DESIGNATION -  WALT
 PU1893  PID         -  PU1893
 PU1893  STATE/COUNTY-  SD/BUTTE
 PU1893  COUNTRY     -  US
 PU1893  USGS QUAD   -  ARPAN (2017)
 PU1893
 PU1893                         *CURRENT SURVEY CONTROL
 PU1893  ______________________________________________________________________
 PU1893* NAD 83(1986) POSITION- 44 50 41.     (N) 103 39 14.     (W)   SCALED
 PU1893* NAVD 88 ORTHO HEIGHT -   916.039 (meters)     3005.37  (feet) ADJUSTED
 PU1893  ______________________________________________________________________
 PU1893  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 PU1893  DYNAMIC HEIGHT  -        915.810 (meters)     3004.62  (feet) COMP
 PU1893  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 PU1893
 PU1893  VERT ORDER      -  SECOND    CLASS 0
 PU1893
 PU1893.The horizontal coordinates were scaled from a map and have
 PU1893.an estimated accuracy of +/- 6 seconds.
 PU1893
 PU1893.The orthometric height was determined by differential leveling and
 PU1893.adjusted by the NATIONAL GEODETIC SURVEY
 PU1893.in June 1991.
 PU1893
 PU1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1893.GEOID18 height accuracy estimate available here.
 PU1893
 PU1893.Click photographs - Photos may exist for this station.
 PU1893
 PU1893.The dynamic height is computed by dividing the NAVD 88
 PU1893.geopotential number by the normal gravity value computed on the
 PU1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1893.degrees latitude (g = 980.6199 gals.).
 PU1893
 PU1893.The modeled gravity was interpolated from observed gravity values.
 PU1893
 PU1893;                    North         East    Units  Estimated Accuracy
 PU1893;SPC SD N     -   118,910.      311,240.      MT  (+/- 180 meters Scaled)
 PU1893
 PU1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK063665(NAD 83)
 PU1893
 PU1893                          SUPERSEDED SURVEY CONTROL
 PU1893
 PU1893  NGVD 29 (??/??/92)  915.561  (m)         3003.80   (f) ADJ UNCH    2 0
 PU1893
 PU1893.Superseded values are not recommended for survey control.
 PU1893
 PU1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1893.See file dsdata.pdf to determine how the superseded data were derived.
 PU1893
 PU1893_MARKER: DS = TRIANGULATION STATION DISK
 PU1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1893_STAMPING: WALT 1962
 PU1893_MARK LOGO: CGS
 PU1893_PROJECTION: FLUSH
 PU1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1893+STABILITY: SURFACE MOTION
 PU1893
 PU1893  HISTORY     - Date     Condition        Report By
 PU1893  HISTORY     - 1962     MONUMENTED       CGS
 PU1893  HISTORY     - 1963     GOOD             CGS
 PU1893
 PU1893                          STATION DESCRIPTION
 PU1893
 PU1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1893'17.7 MI NW FROM NISLAND.
 PU1893'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1893'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1893'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1893'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1893'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1893'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1893'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1893'COUNTY ROAD, THENCE 5.8 MILES NORTH ALONG A GRAVELED COUNTY ROAD,
 PU1893'125 FEET EAST OF THE CENTERLINE OF THE ROAD, 126.5 FEET SOUTHEAST
 PU1893'OF R.M. 2, 119.0 FEET NORTHEAST OF R.M. 1, 91 FEET EAST OF A
 PU1893'NORTH-SOUTH FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD,
 PU1893'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0951 ***********************************************************************
 PU0951  DESIGNATION -  WALT
 PU0951  PID         -  PU0951
 PU0951  STATE/COUNTY-  SD/MEADE
 PU0951  COUNTRY     -  US
 PU0951  USGS QUAD   -  FAIRPOINT SW (2017)
 PU0951
 PU0951                         *CURRENT SURVEY CONTROL
 PU0951  ______________________________________________________________________
 PU0951* NAD 83(1996) POSITION- 44 30 51.74065(N) 102 54 17.95007(W)   ADJUSTED
 PU0951* NAVD 88 ORTHO HEIGHT -   793.999 (meters)     2604.98  (feet) ADJUSTED
 PU0951  ______________________________________________________________________
 PU0951  GEOID HEIGHT    -        -17.636 (meters)                     GEOID18
 PU0951  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 PU0951  DYNAMIC HEIGHT  -        793.787 (meters)     2604.28  (feet) COMP
 PU0951  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 PU0951
 PU0951  HORZ ORDER      -  SECOND
 PU0951  VERT ORDER      -  FIRST     CLASS II
 PU0951
 PU0951.The horizontal coordinates were established by classical geodetic methods
 PU0951.and adjusted by the National Geodetic Survey in January 1998.
 PU0951
 PU0951.The orthometric height was determined by differential leveling and
 PU0951.adjusted by the NATIONAL GEODETIC SURVEY
 PU0951.in October 1997.
 PU0951
 PU0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0951.GEOID18 height accuracy estimate available here.
 PU0951
 PU0951.Click photographs - Photos may exist for this station.
 PU0951
 PU0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0951
 PU0951.The dynamic height is computed by dividing the NAVD 88
 PU0951.geopotential number by the normal gravity value computed on the
 PU0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0951.degrees latitude (g = 980.6199 gals.).
 PU0951
 PU0951.The modeled gravity was interpolated from observed gravity values.
 PU0951
 PU0951. The following values were computed from the NAD 83(1996) position.
 PU0951
 PU0951;                    North         East     Units Scale Factor Converg.
 PU0951;SPC SD N     -    79,822.298   369,078.045   MT  0.99998272   -2 03 21.5
 PU0951;SPC SD N     -   261,883.66  1,210,883.55   sFT  0.99998272   -2 03 21.5
 PU0951;UTM  13      - 4,931,140.358   666,508.655   MT  0.99994096   +1 28 08.9
 PU0951
 PU0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0951!SPC SD N     -   0.99987828  x   0.99998272  =   0.99986101
 PU0951!UTM  13      -   0.99987828  x   0.99994096  =   0.99981925
 PU0951
 PU0951:                Primary Azimuth Mark                     Grid Az
 PU0951:SPC SD N     -  BIND                                     041 52 33.9
 PU0951:UTM  13      -  BIND                                     038 21 03.5
 PU0951
 PU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6650831140(NAD 83)
 PU0951
 PU0951|---------------------------------------------------------------------|
 PU0951| PID    Reference Object                     Distance      Geod. Az  |
 PU0951|                                                           dddmmss.s |
 PU0951| PU2245 BIND                                APPROX. 8.0 KM 0394912.4 |
 PU0951| PU0950 WALT RM 1                            12.665 METERS 09135     |
 PU0951| PU0952 WALT RM 2                            10.974 METERS 25455     |
 PU0951|---------------------------------------------------------------------|
 PU0951
 PU0951                          SUPERSEDED SURVEY CONTROL
 PU0951
 PU0951  NAD 83(1993)-  44 30 51.73308(N)    102 54 17.95068(W) AD(       ) 2
 PU0951  NAD 83(1986)-  44 30 51.73246(N)    102 54 17.95033(W) AD(       ) 2
 PU0951  NAVD 88 (06/15/91)  793.970  (m)         2604.88   (f) SUPERSEDED  1 2
 PU0951  NGVD 29 (??/??/92)  793.514  (m)         2603.39   (f) ADJ UNCH    1 2
 PU0951  NGVD 29             793.51   (m)         2603.4    (f) LEVELING    3  
 PU0951
 PU0951.Superseded values are not recommended for survey control.
 PU0951
 PU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0951.See file dsdata.pdf to determine how the superseded data were derived.
 PU0951
 PU0951_MARKER: DS = TRIANGULATION STATION DISK
 PU0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0951_STAMPING: WALT 1962
 PU0951_MARK LOGO: CGS
 PU0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0951+STABILITY: SURFACE MOTION
 PU0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0951+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2012
 PU0951
 PU0951  HISTORY     - Date     Condition        Report By
 PU0951  HISTORY     - 1962     MONUMENTED       CGS
 PU0951  HISTORY     - 1962     GOOD             CGS
 PU0951  HISTORY     - 19950524 GOOD             NGS
 PU0951  HISTORY     - 20120302 GOOD             INDIV
 PU0951
 PU0951                          STATION DESCRIPTION
 PU0951
 PU0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0951'THE STATION IS LOCATED ABOUT 16-3/4 MILES SOUTH-SOUTHWEST OF
 PU0951'FAIRPOINT, 12-1/4 MILES WEST-SOUTHWEST OF UNION CENTER, AND 8-3/4
 PU0951'MILES NORTH OF HEREFORD, ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY
 PU0951'34 AT A POINT WHERE THE OLD ROADBED CROSSES THE PRESENT GRADE AT
 PU0951'A SHALLOW ANGLE.
 PU0951'
 PU0951'TO REACH THE STATION FROM THE GENERAL STORE AT VOLUNTEER, 0.2 MILE
 PU0951'EAST OF THE STEEL BRIDGE WHERE STATE HIGHWAY 34 CROSSES THE BELLE
 PU0951'FOURCHE RIVER, GO EAST ON STATE HIGHWAY 34 FOR 10.0 MILES TO A GATE
 PU0951'IN THE SOUTH RIGHT-OF-WAY FENCE AND THE STATION ON THE RIGHT.
 PU0951'THIS POINT IS APPROXIMATELY 1.1 MILES EAST OF THE ROAD LEADING
 PU0951'SOUTH TO HEREFORD.
 PU0951'
 PU0951'THE STATION MARK, A STANDARD DISK STAMPED WALT 1962 CEMENTED IN THE
 PU0951'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 INCH
 PU0951'ABOVE THE GROUND, IS 16.3 FEET WEST OF THE WEST GATE POST OF THE
 PU0951'WIRE GATE, 95.9 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 34,
 PU0951'6.3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 2.4 FEET
 PU0951'SOUTH OF A METAL WITNESS POST WITH SIGN.
 PU0951'
 PU0951'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED WALT NO 1 1962
 PU0951'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU0951'PROJECTING 6 INCHES ABOVE GROUND, IS 101.0 FEET SOUTH OF THE
 PU0951'CENTERLINE OF STATE HIGHWAY 34, 26.3 FEET EAST OF THE WEST GATE
 PU0951'POST OF THE WIRE GATE, AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 PU0951'FENCE.
 PU0951'
 PU0951'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED WALT NO 2 1962
 PU0951'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 PU0951'PROJECTING 6 INCHES ABOVE GROUND, IS 0.7 FOOT NORTH OF THE SOUTH
 PU0951'RIGHT-OF-WAY FENCE.
 PU0951
 PU0951                          STATION RECOVERY (1962)
 PU0951
 PU0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0951'12.1 MI E FROM VOLUNTEER.
 PU0951'12.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0951'VOLUNTEER, 97 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU0951'16 1/2 FEET WEST OF THE WEST END OF A GATE ACROSS A FIELD
 PU0951'ENTRANCE ROAD, 6.5 FEET NORTH OF A FENCE, 2.6 FEET SOUTH OF A
 PU0951'WITNESS POST, 41.6 FEET WEST OF REFERENCE MARK 1, 36.0 FEET
 PU0951'EAST OF REFERENCE MARK 2, ABOUT LEVEL WITH THE HIGHWAY AND IN
 PU0951'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 PU0951
 PU0951                          STATION RECOVERY (1995)
 PU0951
 PU0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0951'20.2 KM (12.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0951'OFFICE IN UNION CENTER, 555.2 M (1821.5 FT) EAST OF MILEPOST 68, 29.7
 PU0951'M (97.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT) WEST OF
 PU0951'REFERENCE MARK 1, 11.2 M (36.7 FT) EAST OF REFERENCE MARK 2, 6.5 M
 PU0951'(21.3 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.1 M (6.9
 PU0951'FT) NORTH OF A FENCE, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST, 0.3 M
 PU0951'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 PU0951'M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0951
 PU0951                          STATION RECOVERY (2012)
 PU0951
 PU0951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1894 ***********************************************************************
 PU1894  DESIGNATION -  WALT RM 1
 PU1894  PID         -  PU1894
 PU1894  STATE/COUNTY-  SD/BUTTE
 PU1894  COUNTRY     -  US
 PU1894  USGS QUAD   -  ARPAN (2017)
 PU1894
 PU1894                         *CURRENT SURVEY CONTROL
 PU1894  ______________________________________________________________________
 PU1894* NAD 83(1986) POSITION- 44 50 41.     (N) 103 39 14.     (W)   SCALED
 PU1894* NAVD 88 ORTHO HEIGHT -   913.742 (meters)     2997.84  (feet) ADJUSTED
 PU1894  ______________________________________________________________________
 PU1894  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 PU1894  DYNAMIC HEIGHT  -        913.514 (meters)     2997.09  (feet) COMP
 PU1894  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 PU1894
 PU1894  VERT ORDER      -  SECOND    CLASS 0
 PU1894
 PU1894.The horizontal coordinates were scaled from a map and have
 PU1894.an estimated accuracy of +/- 6 seconds.
 PU1894
 PU1894.The orthometric height was determined by differential leveling and
 PU1894.adjusted by the NATIONAL GEODETIC SURVEY
 PU1894.in June 1991.
 PU1894
 PU1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1894.GEOID18 height accuracy estimate available here.
 PU1894
 PU1894.Click photographs - Photos may exist for this station.
 PU1894
 PU1894.The dynamic height is computed by dividing the NAVD 88
 PU1894.geopotential number by the normal gravity value computed on the
 PU1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1894.degrees latitude (g = 980.6199 gals.).
 PU1894
 PU1894.The modeled gravity was interpolated from observed gravity values.
 PU1894
 PU1894;                    North         East    Units  Estimated Accuracy
 PU1894;SPC SD N     -   118,910.      311,240.      MT  (+/- 180 meters Scaled)
 PU1894
 PU1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK063665(NAD 83)
 PU1894
 PU1894                          SUPERSEDED SURVEY CONTROL
 PU1894
 PU1894  NGVD 29 (??/??/92)  913.264  (m)         2996.27   (f) ADJ UNCH    2 0
 PU1894
 PU1894.Superseded values are not recommended for survey control.
 PU1894
 PU1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1894.See file dsdata.pdf to determine how the superseded data were derived.
 PU1894
 PU1894_MARKER: DR = REFERENCE MARK DISK
 PU1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1894_STAMPING: WALT NO 1 1962
 PU1894_MARK LOGO: CGS
 PU1894_PROJECTION: FLUSH
 PU1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1894+STABILITY: SURFACE MOTION
 PU1894
 PU1894  HISTORY     - Date     Condition        Report By
 PU1894  HISTORY     - 1962     MONUMENTED       CGS
 PU1894  HISTORY     - 1963     GOOD             CGS
 PU1894
 PU1894                          STATION DESCRIPTION
 PU1894
 PU1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1894'17.7 MI NW FROM NISLAND.
 PU1894'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1894'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1894'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1894'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1894'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1894'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1894'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1894'COUNTY ROAD, THENCE 5.8 MILES NORTH ALONG A GRAVELED COUNTY
 PU1894'ROAD, 34.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 119.0 FEET
 PU1894'SOUTHWEST OF THE STATION MARK, 169.0 FEET SOUTH OF R.M. 2, 0.8
 PU1894'FOOT EAST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 PU1894'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1894'CONCRETE POST LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0950 ***********************************************************************
 PU0950  DESIGNATION -  WALT RM 1
 PU0950  PID         -  PU0950
 PU0950  STATE/COUNTY-  SD/MEADE
 PU0950  COUNTRY     -  US
 PU0950  USGS QUAD   -  FAIRPOINT SW (2017)
 PU0950
 PU0950                         *CURRENT SURVEY CONTROL
 PU0950  ______________________________________________________________________
 PU0950* NAD 83(1986) POSITION- 44 30 51.73   (N) 102 54 17.38   (W)   HD_HELD1
 PU0950* NAVD 88 ORTHO HEIGHT -   794.118 (meters)     2605.37  (feet) ADJUSTED
 PU0950  ______________________________________________________________________
 PU0950  GEOID HEIGHT    -        -17.636 (meters)                     GEOID18
 PU0950  DYNAMIC HEIGHT  -        793.906 (meters)     2604.67  (feet) COMP
 PU0950  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 PU0950
 PU0950  VERT ORDER      -  FIRST     CLASS II
 PU0950
 PU0950.The horizontal coordinates were determined by differentially corrected
 PU0950.hand held GPS observations or other comparable positioning techniques
 PU0950.and have an estimated accuracy of +/- 3 meters.
 PU0950
 PU0950.The orthometric height was determined by differential leveling and
 PU0950.adjusted by the NATIONAL GEODETIC SURVEY
 PU0950.in October 1997.
 PU0950
 PU0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0950.GEOID18 height accuracy estimate available here.
 PU0950
 PU0950.Click photographs - Photos may exist for this station.
 PU0950
 PU0950.The dynamic height is computed by dividing the NAVD 88
 PU0950.geopotential number by the normal gravity value computed on the
 PU0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0950.degrees latitude (g = 980.6199 gals.).
 PU0950
 PU0950.The modeled gravity was interpolated from observed gravity values.
 PU0950
 PU0950;                    North         East    Units  Estimated Accuracy
 PU0950;SPC SD N     -    79,821.5     369,090.6     MT  (+/- 3 meters HH1 GPS) 
 PU0950
 PU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6652131140(NAD 83)
 PU0950
 PU0950                          SUPERSEDED SURVEY CONTROL
 PU0950
 PU0950  NAVD 88 (06/15/91)  794.106  (m)         2605.33   (f) SUPERSEDED  1 2
 PU0950  NGVD 29 (??/??/92)  793.650  (m)         2603.83   (f) ADJ UNCH    1 2
 PU0950
 PU0950.Superseded values are not recommended for survey control.
 PU0950
 PU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0950.See file dsdata.pdf to determine how the superseded data were derived.
 PU0950
 PU0950_MARKER: DR = REFERENCE MARK DISK
 PU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0950_STAMPING: WALT NO 1 1962
 PU0950_MARK LOGO: CGS
 PU0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0950+STABILITY: SURFACE MOTION
 PU0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0950+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2012
 PU0950
 PU0950  HISTORY     - Date     Condition        Report By
 PU0950  HISTORY     - 1962     MONUMENTED       CGS
 PU0950  HISTORY     - 19950524 GOOD             NGS
 PU0950  HISTORY     - 20120302 GOOD             INDIV
 PU0950
 PU0950                          STATION DESCRIPTION
 PU0950
 PU0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0950'12.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0950'VOLUNTEER, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU0950'1.0 FOOT NORTH OF A FENCE, 4 FEET EAST OF THE EAST END OF A
 PU0950'GATE, 41.6 FEET EAST OF THE STATION, ABOUT LEVEL WITH THE
 PU0950'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0950
 PU0950                          STATION RECOVERY (1995)
 PU0950
 PU0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0950'20.2 KM (12.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0950'OFFICE IN UNION CENTER, 567.9 M (1863.2 FT) EAST OF MILEPOST 68, 31.7
 PU0950'M (104.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT) EAST OF
 PU0950'TRIANGULATION STATION WALT, 6.2 M (20.3 FT) EAST OF THE CENTER OF A
 PU0950'FIELD ENTRANCE AND GATE, 0.4 M (1.3 FT) NORTH OF A FENCE, 0.3 M (1.0
 PU0950'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 PU0950'(0.3 FT) ABOVE THE GROUND SURFACE.
 PU0950
 PU0950                          STATION RECOVERY (2012)
 PU0950
 PU0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1895 ***********************************************************************
 PU1895  DESIGNATION -  WALT RM 2
 PU1895  PID         -  PU1895
 PU1895  STATE/COUNTY-  SD/BUTTE
 PU1895  COUNTRY     -  US
 PU1895  USGS QUAD   -  ARPAN (2017)
 PU1895
 PU1895                         *CURRENT SURVEY CONTROL
 PU1895  ______________________________________________________________________
 PU1895* NAD 83(1986) POSITION- 44 50 41.     (N) 103 39 14.     (W)   SCALED
 PU1895* NAVD 88 ORTHO HEIGHT -   913.860 (meters)     2998.22  (feet) ADJUSTED
 PU1895  ______________________________________________________________________
 PU1895  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 PU1895  DYNAMIC HEIGHT  -        913.631 (meters)     2997.47  (feet) COMP
 PU1895  MODELED GRAVITY -    980,335.9   (mgal)                       NAVD 88
 PU1895
 PU1895  VERT ORDER      -  SECOND    CLASS 0
 PU1895
 PU1895.The horizontal coordinates were scaled from a map and have
 PU1895.an estimated accuracy of +/- 6 seconds.
 PU1895
 PU1895.The orthometric height was determined by differential leveling and
 PU1895.adjusted by the NATIONAL GEODETIC SURVEY
 PU1895.in June 1991.
 PU1895
 PU1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1895.GEOID18 height accuracy estimate available here.
 PU1895
 PU1895.Click photographs - Photos may exist for this station.
 PU1895
 PU1895.The dynamic height is computed by dividing the NAVD 88
 PU1895.geopotential number by the normal gravity value computed on the
 PU1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1895.degrees latitude (g = 980.6199 gals.).
 PU1895
 PU1895.The modeled gravity was interpolated from observed gravity values.
 PU1895
 PU1895;                    North         East    Units  Estimated Accuracy
 PU1895;SPC SD N     -   118,910.      311,240.      MT  (+/- 180 meters Scaled)
 PU1895
 PU1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK063665(NAD 83)
 PU1895
 PU1895                          SUPERSEDED SURVEY CONTROL
 PU1895
 PU1895  NGVD 29 (??/??/92)  913.381  (m)         2996.65   (f) ADJ UNCH    2 0
 PU1895
 PU1895.Superseded values are not recommended for survey control.
 PU1895
 PU1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1895.See file dsdata.pdf to determine how the superseded data were derived.
 PU1895
 PU1895_MARKER: DR = REFERENCE MARK DISK
 PU1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1895_STAMPING: WALT NO 2 1962
 PU1895_MARK LOGO: CGS
 PU1895_PROJECTION: FLUSH
 PU1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1895+STABILITY: SURFACE MOTION
 PU1895
 PU1895  HISTORY     - Date     Condition        Report By
 PU1895  HISTORY     - 1962     MONUMENTED       CGS
 PU1895  HISTORY     - 1963     GOOD             CGS
 PU1895
 PU1895                          STATION DESCRIPTION
 PU1895
 PU1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1895'17.7 MI NW FROM NISLAND.
 PU1895'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1895'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1895'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1895'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1895'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 3.0 MILES WEST
 PU1895'ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU1895'GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED
 PU1895'COUNTY ROAD, THENCE 5.8 MILES NORTH ALONG A GRAVELED COUNTY
 PU1895'ROAD, 34 FEET EAST OF THE CENTERLINE OF THE ROAD, 169.0 FEET
 PU1895'NORTH OF R.M. 1, 126.5 FEET NORTHWEST OF THE STATION MARK, 1.0
 PU1895'FOOT EAST OF A NORTH-SOUTH FENCE, ABOUT 1 FOOT BELOW THE LEVEL
 PU1895'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 PU1895'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0952 ***********************************************************************
 PU0952  DESIGNATION -  WALT RM 2
 PU0952  PID         -  PU0952
 PU0952  STATE/COUNTY-  SD/MEADE
 PU0952  COUNTRY     -  US
 PU0952  USGS QUAD   -  FAIRPOINT SW (2017)
 PU0952
 PU0952                         *CURRENT SURVEY CONTROL
 PU0952  ______________________________________________________________________
 PU0952* NAD 83(1986) POSITION- 44 30 51.65   (N) 102 54 18.43   (W)   HD_HELD1
 PU0952* NAVD 88 ORTHO HEIGHT -   793.953 (meters)     2604.83  (feet) ADJUSTED
 PU0952  ______________________________________________________________________
 PU0952  GEOID HEIGHT    -        -17.635 (meters)                     GEOID18
 PU0952  DYNAMIC HEIGHT  -        793.741 (meters)     2604.13  (feet) COMP
 PU0952  MODELED GRAVITY -    980,325.1   (mgal)                       NAVD 88
 PU0952
 PU0952  VERT ORDER      -  FIRST     CLASS II
 PU0952
 PU0952.The horizontal coordinates were determined by differentially corrected
 PU0952.hand held GPS observations or other comparable positioning techniques
 PU0952.and have an estimated accuracy of +/- 3 meters.
 PU0952
 PU0952.The orthometric height was determined by differential leveling and
 PU0952.adjusted by the NATIONAL GEODETIC SURVEY
 PU0952.in October 1997.
 PU0952
 PU0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0952.GEOID18 height accuracy estimate available here.
 PU0952
 PU0952.Click photographs - Photos may exist for this station.
 PU0952
 PU0952.The dynamic height is computed by dividing the NAVD 88
 PU0952.geopotential number by the normal gravity value computed on the
 PU0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0952.degrees latitude (g = 980.6199 gals.).
 PU0952
 PU0952.The modeled gravity was interpolated from observed gravity values.
 PU0952
 PU0952;                    North         East    Units  Estimated Accuracy
 PU0952;SPC SD N     -    79,819.9     369,067.4     MT  (+/- 3 meters HH1 GPS) 
 PU0952
 PU0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK6649831137(NAD 83)
 PU0952
 PU0952                          SUPERSEDED SURVEY CONTROL
 PU0952
 PU0952  NAVD 88 (06/15/91)  793.916  (m)         2604.71   (f) SUPERSEDED  1 2
 PU0952  NGVD 29 (??/??/92)  793.460  (m)         2603.21   (f) ADJ UNCH    1 2
 PU0952
 PU0952.Superseded values are not recommended for survey control.
 PU0952
 PU0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0952.See file dsdata.pdf to determine how the superseded data were derived.
 PU0952
 PU0952_MARKER: DR = REFERENCE MARK DISK
 PU0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0952_STAMPING: WALT NO 2 1962
 PU0952_MARK LOGO: CGS
 PU0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0952+STABILITY: SURFACE MOTION
 PU0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0952+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2012
 PU0952
 PU0952  HISTORY     - Date     Condition        Report By
 PU0952  HISTORY     - 1962     MONUMENTED       CGS
 PU0952  HISTORY     - 19950524 GOOD             NGS
 PU0952  HISTORY     - 20120502 GOOD             INDIV
 PU0952
 PU0952                          STATION DESCRIPTION
 PU0952
 PU0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0952'12.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU0952'VOLUNTEER, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PU0952'1 FOOT NORTH OF THE FENCE, 36.0 FEET WEST OF THE STATION, ABOUT
 PU0952'LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 PU0952'PROJECTING 0.4 FOOT.
 PU0952
 PU0952                          STATION RECOVERY (1995)
 PU0952
 PU0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0952'20.2 KM (12.55 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0952'OFFICE IN UNION CENTER, 554.0 M (1817.6 FT) EAST OF MILEPOST 68, 31.7
 PU0952'M (104.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.2 M (36.7 FT) WEST OF
 PU0952'TRIANGULATION STATION WALT, 0.4 M (1.3 FT) NORTH OF A FENCE, 0.3 M
 PU0952'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 PU0952'M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0952
 PU0952                          STATION RECOVERY (2012)
 PU0952
 PU0952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0758 ***********************************************************************
 OS0758  DESIGNATION -  WAMBLEE
 OS0758  PID         -  OS0758
 OS0758  STATE/COUNTY-  SD/JACKSON
 OS0758  COUNTRY     -  US
 OS0758  USGS QUAD   -  HORSE CREEK (2017)
 OS0758
 OS0758                         *CURRENT SURVEY CONTROL
 OS0758  ______________________________________________________________________
 OS0758* NAD 83(1996) POSITION- 43 27 56.45262(N) 101 39 26.28854(W)   ADJUSTED
 OS0758* NAVD 88 ORTHO HEIGHT -  1039.    (meters)     3409.    (feet) SCALED
 OS0758  ______________________________________________________________________
 OS0758  GEOID HEIGHT    -        -20.547 (meters)                     GEOID18
 OS0758  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC18
 OS0758  HORZ ORDER      -  FIRST
 OS0758
 OS0758.The horizontal coordinates were established by classical geodetic methods
 OS0758.and adjusted by the National Geodetic Survey in January 1998.
 OS0758
 OS0758.The orthometric height was scaled from a topographic map.
 OS0758
 OS0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0758.GEOID18 height accuracy estimate available here.
 OS0758
 OS0758.Click photographs - Photos may exist for this station.
 OS0758
 OS0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0758
 OS0758. The following values were computed from the NAD 83(1996) position.
 OS0758
 OS0758;                    North         East     Units Scale Factor Converg.
 OS0758;SPC SD S     -   126,647.393   492,875.288   MT  0.99991041   -0 54 48.0
 OS0758;SPC SD S     -   415,508.99  1,617,041.67   sFT  0.99991041   -0 54 48.0
 OS0758;UTM  14      - 4,815,960.323   285,046.292   MT  1.00016839   -1 49 43.4
 OS0758
 OS0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0758!SPC SD S     -   0.99984024  x   0.99991041  =   0.99975067
 OS0758!UTM  14      -   0.99984024  x   1.00016839  =   1.00000861
 OS0758
 OS0758:                Primary Azimuth Mark                     Grid Az
 OS0758:SPC SD S     -  WAMBLEE AZ MK                            017 38 47.9
 OS0758:UTM  14      -  WAMBLEE AZ MK                            018 33 43.3
 OS0758
 OS0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8504615960(NAD 83)
 OS0758
 OS0758|---------------------------------------------------------------------|
 OS0758| PID    Reference Object                     Distance      Geod. Az  |
 OS0758|                                                           dddmmss.s |
 OS0758| CQ4344 WAMBLEE AZ MK                                      0164359.9 |
 OS0758| CQ4345 WAMBLEE RM 1                         10.287 METERS 09222     |
 OS0758| CQ4346 WAMBLEE RM 2                         14.908 METERS 17504     |
 OS0758|---------------------------------------------------------------------|
 OS0758
 OS0758                          SUPERSEDED SURVEY CONTROL
 OS0758
 OS0758  NAD 83(1995)-  43 27 56.44605(N)    101 39 26.29177(W) AD(       ) 1
 OS0758  NAD 83(1986)-  43 27 56.44744(N)    101 39 26.29326(W) AD(       ) 1
 OS0758  NAD 27      -  43 27 56.44300(N)    101 39 24.76610(W) AD(       ) 1
 OS0758
 OS0758.Superseded values are not recommended for survey control.
 OS0758
 OS0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0758.See file dsdata.pdf to determine how the superseded data were derived.
 OS0758
 OS0758_MARKER: DS = TRIANGULATION STATION DISK
 OS0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0758_STAMPING: WAMBLEE 1936
 OS0758_MARK LOGO: CGS
 OS0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0758+STABILITY: SURFACE MOTION
 OS0758
 OS0758  HISTORY     - Date     Condition        Report By
 OS0758  HISTORY     - 1936     MONUMENTED       CGS
 OS0758
 OS0758                          STATION DESCRIPTION
 OS0758
 OS0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0758'STATION IS LOCATED ABOUT 8 MILES SOUTH AND WEST OF WANBLEE
 OS0758'ON THE HIGHEST POINT OF EAGLES NEST BUTTE, 10 PACES NORTHEAST
 OS0758'OF A LARGE, WOODEN CROSS ERECTED IN 1933 BY SOME RELIGIOUS
 OS0758'ORGANIZATION, THE MOST PROMINENT LAND MARK IN THE VICINITY,
 OS0758'ABOUT 25 FEET SOUTH OF THE NORTHERN EDGE OF THE BUTTE, ABOUT
 OS0758'650 PACES WEST OF THE POINT WHERE THE TRAIL TO THE BUTTE
 OS0758'REACHES THE TOP.
 OS0758'
 OS0758'TO REACH THE STATION FROM WANBLEE, GO SOUTH FROM THE CROSSROADS
 OS0758'IN THE CENTER OF THE VILLAGE FOR 0.5 MILE TO ROAD FORKS,
 OS0758'TAKE THE RIGHT FORK AND GO SOUTH 4.1 MILES TO THE POINT WHERE
 OS0758'THE MAIN ROAD TURNS WEST, HERE TAKE A DIM ROAD SOUTH FOR 0.6
 OS0758'MILE TO FORKS, TAKE THE RIGHT (MAIN) FORK AND GO 1.3 MILES TO
 OS0758'FORKS, TAKE THE RIGHT (MAIN) FORK AND GO 0.1 MILE TO A
 OS0758'THREE-PRONG FORK, TAKE THE CENTER (MAIN) FORK AND GO 0.5 MILE
 OS0758'TO FORKS, TAKE THE LEFT FORK (MAIN FORK TURNS TO THE RIGHT)
 OS0758'AND GO 0.3 MILE TO THE FOOT OF BUTTE AND TRAIL TO TOP.  LEAVE
 OS0758'VEHICLE HERE AND GO ON FOOT ALONG TRAIL TO THE TOP OF BUTTE,
 OS0758'FOLLOW THE TRAIL WEST TO LARGE WOODEN CROSS AND STATION ON
 OS0758'THE RIGHT, ABOUT 650 PACES WEST OF THE POINT WHERE THE
 OS0758'TRAIL REACHED THE TOP OF BUTTE.  THE BUTTE UPON WHICH THE
 OS0758'STATION IS LOCATED IS THE MOST PROMINENT IN THE VICINITY
 OS0758'AND CAN BE SEEN FOR SEVERAL MILES IN ALL DIRECTIONS.
 OS0758'
 OS0758'AZIMUTH MARK IS LOCATED ABOUT 0.8 MILE NORTH OF THE STATION
 OS0758'ON THE TOP OF A SMALL HILL, 9 PACES SOUTH OF THE CENTERLINE
 OS0758'OF ROAD, ABOUT 150 FEET WEST OF THE CENTER OF A RIGHT-HAND
 OS0758'(GOING SOUTH) CURVE.
 OS0758'
 OS0758'REFERENCE MARK NO. 1 IS 33.75 FEET EAST OF THE STATION AND
 OS0758'55.80 FEET FROM REFERENCE MARK NO. 2.
 OS0758'
 OS0758'REFERENCE MARK NO. 2 IS 48.91 FEET SOUTHEAST OF THE STATION.
 OS0758'
 OS0758'ALL LINES ARE VISIBLE FROM A 4-FOOT STAND AT THIS STATION.
 OS0758'
 OS0758'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0758'BRONZE DISKS SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0796 ***********************************************************************
 QS0796  DESIGNATION -  WAN
 QS0796  PID         -  QS0796
 QS0796  STATE/COUNTY-  SD/DEWEY
 QS0796  COUNTRY     -  US
 QS0796  USGS QUAD   -  WHITE HORSE (2017)
 QS0796
 QS0796                         *CURRENT SURVEY CONTROL
 QS0796  ______________________________________________________________________
 QS0796* NAD 83(1996) POSITION- 45 15 18.00068(N) 100 57 05.86529(W)   ADJUSTED
 QS0796* NAVD 88 ORTHO HEIGHT -   611.    (meters)     2005.    (feet) SCALED
 QS0796  ______________________________________________________________________
 QS0796  GEOID HEIGHT    -        -21.605 (meters)                     GEOID18
 QS0796  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 QS0796  HORZ ORDER      -  THIRD
 QS0796
 QS0796.The horizontal coordinates were established by classical geodetic methods
 QS0796.and adjusted by the National Geodetic Survey in January 1998.
 QS0796
 QS0796.The orthometric height was scaled from a topographic map.
 QS0796
 QS0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0796.GEOID18 height accuracy estimate available here.
 QS0796
 QS0796.Click photographs - Photos may exist for this station.
 QS0796
 QS0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0796
 QS0796. The following values were computed from the NAD 83(1996) position.
 QS0796
 QS0796;                    North         East     Units Scale Factor Converg.
 QS0796;SPC SD N     -   158,419.246   525,306.409   MT  0.99994542   -0 40 24.6
 QS0796;SPC SD N     -   519,747.14  1,723,442.78   sFT  0.99994542   -0 40 24.6
 QS0796;UTM  14      - 5,013,131.046   346,865.797   MT  0.99988834   -1 23 11.1
 QS0796
 QS0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0796!SPC SD N     -   0.99990754  x   0.99994542  =   0.99985296
 QS0796!UTM  14      -   0.99990754  x   0.99988834  =   0.99979589
 QS0796
 QS0796:                Primary Azimuth Mark                     Grid Az
 QS0796:SPC SD N     -  WAN AZ MK                                245 41 04.5
 QS0796:UTM  14      -  WAN AZ MK                                246 23 51.0
 QS0796
 QS0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4686513131(NAD 83)
 QS0796
 QS0796|---------------------------------------------------------------------|
 QS0796| PID    Reference Object                     Distance      Geod. Az  |
 QS0796|                                                           dddmmss.s |
 QS0796| CO7140 WAN RM 1                             11.551 METERS 12135     |
 QS0796| CO7141 WAN RM 2                             11.347 METERS 20432     |
 QS0796| CO7139 WAN AZ MK                                          2450039.9 |
 QS0796| QS0795 T15N R26E SEC 21 NW COR             290.685 METERS 27957     |
 QS0796|---------------------------------------------------------------------|
 QS0796
 QS0796                          SUPERSEDED SURVEY CONTROL
 QS0796
 QS0796  NAD 83(1986)-  45 15 17.99339(N)    100 57 05.86338(W) AD(       ) 3
 QS0796  NAD 27      -  45 15 18.05200(N)    100 57 04.34400(W) AD(       ) 3
 QS0796
 QS0796.Superseded values are not recommended for survey control.
 QS0796
 QS0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0796.See file dsdata.pdf to determine how the superseded data were derived.
 QS0796
 QS0796_MARKER: DS = TRIANGULATION STATION DISK
 QS0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0796_STAMPING: WAN 1952
 QS0796_MARK LOGO: CGS
 QS0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0796+STABILITY: SURFACE MOTION
 QS0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0796+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 QS0796
 QS0796  HISTORY     - Date     Condition        Report By
 QS0796  HISTORY     - 1952     MONUMENTED       CGS
 QS0796  HISTORY     - 20090225 GOOD             BROSZ
 QS0796
 QS0796                          STATION DESCRIPTION
 QS0796
 QS0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0796'THE STATION IS IN SECTION 21, T 15 N, R 26 E, ABOUT 3 MILES
 QS0796'WEST AND 1 MILE SOUTH OF THE WHITEHORSE POST OFFICE, ABOUT
 QS0796'1-1/2 MILES NORTH OF THE MOREAU RIVER, 125 FEET NORTHWEST OF A
 QS0796'TRACK ROAD, AND 4 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 QS0796'POST.
 QS0796'
 QS0796'TO REACH THE STATION FROM THE CROSSROADS JUST NORTH OF THE
 QS0796'WHITEHORSE POST OFFICE, GO WEST ON GRAVEL ROAD FOR 1.85 MILES
 QS0796'TO A TRACK ROAD SOUTH IMMEDIATELY BEYOND A FENCE CORNER ON THE
 QS0796'LEFT, TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.15 MILE TO A
 QS0796'WOODEN BRIDGE AND A FORK IMMEDIATELY BEYOND, CROSS BRIDGE AND
 QS0796'TAKE RIGHT FORK (SOUTHWEST) FOR 1.7 MILES TO A FENCE CORNER
 QS0796'ON THE LEFT, CONTINUE ON TRACK ROAD FOR 0.55 MILE TO THE
 QS0796'STATION ON THE RIGHT.
 QS0796'
 QS0796'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST
 QS0796'ON TRACK ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 QS0796'AS DESCRIBED BELOW.
 QS0796'
 QS0796'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QS0796'WAN 1952.
 QS0796'
 QS0796'REFERENCE MARK NO. 1 IS 87 FEET NORTHWEST OF THE TRACK ROAD.
 QS0796'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED WAN NO 1
 QS0796'1952.
 QS0796'
 QS0796'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QS0796'WAN NO 2 1952.
 QS0796'
 QS0796'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE TRACK ROAD, AND 3 FEET
 QS0796'NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 QS0796'4 INCHES, AND THE DISK IS STAMPED WAN 1952.
 QS0796'
 QS0796'T 15 N, R 26 E, SEC. 21 NW CORNER (GLO) IS A STANDARD INDIAN
 QS0796'ALLOTMENT G.L.O. MARK.  THE MARK IS A BRONZE CAP RIVETED TO
 QS0796'THE TOP OF A 2 INCH GALVANIZED IRON PIPE PROJECTING 24 INCHES.
 QS0796'
 QS0796'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0796
 QS0796                          STATION RECOVERY (2009)
 QS0796
 QS0796'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2009 (JRS)
 QS0796'STATION, RM1 AND RM2 FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0943 ***********************************************************************
 PR0943  DESIGNATION -  WARD 2
 PR0943  PID         -  PR0943
 PR0943  STATE/COUNTY-  SD/MOODY
 PR0943  COUNTRY     -  US
 PR0943  USGS QUAD   -  ELKTON (2017)
 PR0943
 PR0943                         *CURRENT SURVEY CONTROL
 PR0943  ______________________________________________________________________
 PR0943* NAD 83(1996) POSITION- 44 09 03.25036(N) 096 29 19.82242(W)   NO CHECK
 PR0943* NAVD 88 ORTHO HEIGHT -   539.9   (meters)     1771.    (feet) VERTCON3
 PR0943  ______________________________________________________________________
 PR0943  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 PR0943  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 PR0943  HORZ ORDER      -  THIRD
 PR0943  VERT ORDER      -  THIRD ? (See Below)
 PR0943
 PR0943.The horizontal coordinates were established by classical geodetic methods
 PR0943.and adjusted by the National Geodetic Survey in January 1998.
 PR0943
 PR0943.No horizontal observational check was made to the station.
 PR0943
 PR0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0943
 PR0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0943.GEOID18 height accuracy estimate available here.
 PR0943
 PR0943.The vertical order pertains to the NGVD 29 superseded value.
 PR0943
 PR0943.Click photographs - Photos may exist for this station.
 PR0943
 PR0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0943
 PR0943. The following values were computed from the NAD 83(1996) position.
 PR0943
 PR0943;                    North         East     Units Scale Factor Converg.
 PR0943;SPC SD S     -   209,038.101   907,444.417   MT  0.99995004   +2 39 07.7
 PR0943;SPC SD S     -   685,819.17  2,977,173.89   sFT  0.99995004   +2 39 07.7
 PR0943;UTM  14      - 4,891,699.891   700,821.074   MT  1.00009602   +1 44 59.0
 PR0943
 PR0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0943!SPC SD S     -   0.99991940  x   0.99995004  =   0.99986945
 PR0943!UTM  14      -   0.99991940  x   1.00009602  =   1.00001542
 PR0943
 PR0943:                Primary Azimuth Mark                     Grid Az
 PR0943:SPC SD S     -  WARD 2 AZ MK                             058 22 59.7
 PR0943:UTM  14      -  WARD 2 AZ MK                             059 17 08.4
 PR0943
 PR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0082191699(NAD 83)
 PR0943
 PR0943|---------------------------------------------------------------------|
 PR0943| PID    Reference Object                     Distance      Geod. Az  |
 PR0943|                                                           dddmmss.s |
 PR0943| CO8919 WARD 2 AZ MK                                       0610207.4 |
 PR0943| CO8916 WARD AZ MK 2                                       1845428.6 |
 PR0943| CO8920 WARD 2 RM 4                          15.074 METERS 19431     |
 PR0943| PR0938 WARD                                  6.400 METERS 26814     |
 PR0943| CO8921 WARD 2 RM 5                          12.238 METERS 34149     |
 PR0943|---------------------------------------------------------------------|
 PR0943
 PR0943                          SUPERSEDED SURVEY CONTROL
 PR0943
 PR0943  NAD 83(1986)-  44 09 03.25076(N)    096 29 19.80287(W) AD(       ) 3
 PR0943  NAD 27      -  44 09 03.35740(N)    096 29 18.65016(W) AD(       ) 3
 PR0943
 PR0943.Superseded values are not recommended for survey control.
 PR0943
 PR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0943.See file dsdata.pdf to determine how the superseded data were derived.
 PR0943
 PR0943_MARKER: DH = HORIZONTAL CONTROL DISK
 PR0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0943_STAMPING: WARD 2 1976
 PR0943_MARK LOGO: NGS
 PR0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0943+STABILITY: SURFACE MOTION
 PR0943
 PR0943  HISTORY     - Date     Condition        Report By
 PR0943  HISTORY     - 1976     MONUMENTED       NGS
 PR0943
 PR0943                          STATION DESCRIPTION
 PR0943
 PR0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PR0943'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF PIPESTONE AND
 PR0943'1.5 MILES WEST OF WARD, IN THE NW 1/4 OF SEC 21, T 108 N, R 47 W,
 PR0943'IN PASTURE LAND ALONG THE EAST SIDE OF A COUNTY ROAD ON PROPERTY
 PR0943'OWNED BY MR. ALLEN BARTHEL.
 PR0943'
 PR0943'TO REACH THE STATION FROM THE POST OFFICE IN WARD, GO WEST ON COUNTY
 PR0943'ROAD 10 FOR 0.95 MILE TO A FIELD ENTRANCE AND THE AZIMUTH MARK ON
 PR0943'THE LEFT, CONTINUE WEST FOR 0.5 MILE TO A CROSSROAD, TURN LEFT
 PR0943'AND GO SOUTH ON THE GRAVELED ROAD 0.3 MILE TO THE STATION ON THE
 PR0943'LEFT AS DESCRIBED.
 PR0943'
 PR0943'THE STATION MARKS ARE STANDARD DISKS STAMPED WARD 2 1976, THE
 PR0943'UNDERGROUND MARK IS SET IN THE TOP OF A BLOCK OF CONCRETE 3-FEET
 PR0943'BELOW GROUND LEVEL, THE SURFACE MARK IS SET IN THE TOP OF A ROUND
 PR0943'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE MARKS ARE 281 FEET
 PR0943'SOUTH OF A T FENCE CORNER, 57 FEET EAST OF THE CENTER OF THE
 PR0943'ROAD, 39 FEET SOUTHEAST OF A POWER POLE, AND 13 FEET EAST OF A
 PR0943'FENCE.
 PR0943'
 PR0943'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED WARD 2 1976 NO 4
 PR0943'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PR0943'8-INCHES.  IT IS 329 FEET SOUTH OF THE T FENCE CORNER, 83 FEET
 PR0943'SOUTH OF THE POWER POLE, 44 FEET EAST OF THE CENTER OF THE ROAD,
 PR0943'0.5 FOOT SOUTHEAST OF A METAL WITNESS POST, AND IS IN THE FENCE
 PR0943'LINE.
 PR0943'
 PR0943'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED WARD 2 1976 NO 5
 PR0943'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 PR0943'8-INCHES.  IT IS 243 FEET SOUTH OF THE T FENCE CORNER, 44 FEET
 PR0943'EAST OF THE CENTER OF THE ROAD, 4 FEET NORTHEAST OF THE POWER
 PR0943'POLE, 2.6 FEET SOUTH OF A METAL WITNESS POST, AND IN THE FENCE
 PR0943'LINE.
 PR0943'
 PR0943'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WARD 2 1976, SET
 PR0943'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PR0943'8-INCHES.  IT IS 44 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 13
 PR0943'FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, 1.5 FEET SOUTHWEST
 PR0943'OF A FENCE CORNER, AND 2.1 FEET SOUTH OF A METAL WITNESS POST.
 PR0943'
 PR0943'NOTE--THE STATION AND AZIMUTH MARK WERE SET IN 1976 PRIOR TO
 PR0943'ROAD IMPROVEMENTS.  THE REFERENCE MARKS WERE SET IN 1977 UPON
 PR0943'COMPLETION OF THE WORK.
 PR0943'
 PR0943'NEAREST TOWN--WARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0937 ***********************************************************************
 PR0937  DESIGNATION -  WARD EVAN LUTH IMMANUELS CH
 PR0937  PID         -  PR0937
 PR0937  STATE/COUNTY-  SD/MOODY
 PR0937  COUNTRY     -  US
 PR0937  USGS QUAD   -  ELKTON (2017)
 PR0937
 PR0937                         *CURRENT SURVEY CONTROL
 PR0937  ______________________________________________________________________
 PR0937* NAD 83(1996) POSITION- 44 09 16.73986(N) 096 27 38.42166(W)   ADJUSTED
 PR0937  ______________________________________________________________________
 PR0937  GEOID HEIGHT    -        -25.888 (meters)                     GEOID18
 PR0937  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 PR0937  HORZ ORDER      -  THIRD
 PR0937
 PR0937.The horizontal coordinates were established by classical geodetic methods
 PR0937.and adjusted by the National Geodetic Survey in January 1998.
 PR0937
 PR0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0937.GEOID18 height accuracy estimate available here.
 PR0937
 PR0937.Click photographs - Photos may exist for this station.
 PR0937
 PR0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0937
 PR0937. The following values were computed from the NAD 83(1996) position.
 PR0937
 PR0937;                    North         East     Units Scale Factor Converg.
 PR0937;SPC SD S     -   209,558.632   909,675.892   MT  0.99995065   +2 40 17.6
 PR0937;SPC SD S     -   687,526.95  2,984,494.99   sFT  0.99995065   +2 40 17.6
 PR0937;SPC SD S     -   687,526.95  2,984,494.99   sFT  0.99995065   +2 40 17.6
 PR0937;SPC SD N     -    41,894.707   883,064.502   MT  1.00006049   +2 30 17.7
 PR0937;SPC SD N     -   137,449.55  2,897,187.45   sFT  1.00006049   +2 30 17.7
 PR0937;SPC SD S     -   209,558.632   909,675.892   MT  0.99995065   +2 40 17.6
 PR0937;UTM  14      - 4,892,185.294   703,060.807   MT  1.00010715   +1 46 10.2
 PR0937
 PR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0306092185(NAD 83)
 PR0937
 PR0937                          SUPERSEDED SURVEY CONTROL
 PR0937
 PR0937  NAD 83(1986)-  44 09 16.74008(N)    096 27 38.40223(W) AD(       ) 3
 PR0937  NAD 27      -  44 09 16.84700(N)    096 27 37.24900(W) AD(       ) 3
 PR0937
 PR0937.Superseded values are not recommended for survey control.
 PR0937
 PR0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0937.See file dsdata.pdf to determine how the superseded data were derived.
 PR0937
 PR0937_MARKER: 90 = CHURCH SPIRE
 PR0937
 PR0937  HISTORY     - Date     Condition        Report By
 PR0937  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0937
 PR0937                          STATION DESCRIPTION
 PR0937
 PR0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0937'POINT SIGHTED UPON WAS TIP OF SPIRE, LOCATED ON W EDGE OF WARD
 PR0937'ATOP EVANGELICAL LUTHERAN IMMANUEL KIRCHE, BUILT IN 1902
 PR0937'OF WOOD.  SPIRE IS ABOUT 60 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0569 ***********************************************************************
 QR0569  DESIGNATION -  WARNER SCHOOLHOUSE BRICK STACK
 QR0569  PID         -  QR0569
 QR0569  STATE/COUNTY-  SD/BROWN
 QR0569  COUNTRY     -  US
 QR0569  USGS QUAD   -  WARNER (2017)
 QR0569
 QR0569                         *CURRENT SURVEY CONTROL
 QR0569  ______________________________________________________________________
 QR0569* NAD 83(1996) POSITION- 45 19 27.55737(N) 098 29 50.80497(W)   ADJUSTED
 QR0569  ______________________________________________________________________
 QR0569  GEOID HEIGHT    -        -24.320 (meters)                     GEOID18
 QR0569  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 QR0569  HORZ ORDER      -  THIRD
 QR0569
 QR0569.The horizontal coordinates were established by classical geodetic methods
 QR0569.and adjusted by the National Geodetic Survey in January 1998.
 QR0569
 QR0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0569.GEOID18 height accuracy estimate available here.
 QR0569
 QR0569.Click photographs - Photos may exist for this station.
 QR0569
 QR0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0569
 QR0569. The following values were computed from the NAD 83(1996) position.
 QR0569
 QR0569;                    North         East     Units Scale Factor Converg.
 QR0569;SPC SD N     -   166,777.141   717,788.781   MT  0.99995045   +1 03 48.3
 QR0569;SPC SD N     -   547,168.00  2,354,945.36   sFT  0.99995045   +1 03 48.3
 QR0569;UTM  14      - 5,019,102.262   539,384.861   MT  0.99961907   +0 21 26.5
 QR0569
 QR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3938419102(NAD 83)
 QR0569
 QR0569                          SUPERSEDED SURVEY CONTROL
 QR0569
 QR0569  NAD 83(1986)-  45 19 27.57184(N)    098 29 50.79626(W) AD(       ) 3
 QR0569  NAD 27      -  45 19 27.65000(N)    098 29 49.46000(W) AD(       ) 3
 QR0569
 QR0569.Superseded values are not recommended for survey control.
 QR0569
 QR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0569.See file dsdata.pdf to determine how the superseded data were derived.
 QR0569
 QR0569_MARKER: 63 = STACK
 QR0569
 QR0569  HISTORY     - Date     Condition        Report By
 QR0569  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0569
 QR0569                          STATION DESCRIPTION
 QR0569
 QR0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0569'POINT OBSERVED UPON WAS THE CENTER OF SQUARE RED BRICK STACK
 QR0569'ON SCHOOLHOUSE IN WARNER, LOCATED IN SW PART OF TOWN, BUILT
 QR0569'IN 1918, AND APPROXIMATELY 50 FEET HIGH.
 QR0569'
 QR0569'STATION WAS OBSERVED FROM ABERDEEN SOUTH BASE AND RICHARD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2184 ***********************************************************************
 PU2184  DESIGNATION -  WASTA 2
 PU2184  PID         -  PU2184
 PU2184  STATE/COUNTY-  SD/PENNINGTON
 PU2184  COUNTRY     -  US
 PU2184  USGS QUAD   -  WASTA (2017)
 PU2184
 PU2184                         *CURRENT SURVEY CONTROL
 PU2184  ______________________________________________________________________
 PU2184* NAD 83(1996) POSITION- 44 05 29.55911(N) 102 29 52.30966(W)   ADJUSTED
 PU2184* NAVD 88 ORTHO HEIGHT -   851.    (meters)     2792.    (feet) SCALED
 PU2184  ______________________________________________________________________
 PU2184  GEOID HEIGHT    -        -18.372 (meters)                     GEOID18
 PU2184  LAPLACE CORR    -         -7.31  (seconds)                    DEFLEC18
 PU2184  HORZ ORDER      -  SECOND
 PU2184
 PU2184.The horizontal coordinates were established by classical geodetic methods
 PU2184.and adjusted by the National Geodetic Survey in January 1998.
 PU2184
 PU2184.The orthometric height was scaled from a topographic map.
 PU2184
 PU2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2184.GEOID18 height accuracy estimate available here.
 PU2184
 PU2184.Click photographs - Photos may exist for this station.
 PU2184
 PU2184.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2184
 PU2184. The following values were computed from the NAD 83(1996) position.
 PU2184
 PU2184;                    North         East     Units Scale Factor Converg.
 PU2184;SPC SD S     -   197,584.511   426,688.268   MT  0.99994094   -1 29 35.5
 PU2184;SPC SD S     -   648,241.85  1,399,893.09   sFT  0.99994094   -1 29 35.5
 PU2184;UTM  13      - 4,885,084.705   700,299.957   MT  1.00009346   +1 44 29.7
 PU2184
 PU2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2184!SPC SD S     -   0.99986939  x   0.99994094  =   0.99981033
 PU2184!UTM  13      -   0.99986939  x   1.00009346  =   0.99996283
 PU2184
 PU2184:                Primary Azimuth Mark                     Grid Az
 PU2184:SPC SD S     -  WASTA AZ MK RESET                        324 51 11.0
 PU2184:UTM  13      -  WASTA AZ MK RESET                        321 37 05.8
 PU2184
 PU2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0029985084(NAD 83)
 PU2184
 PU2184|---------------------------------------------------------------------|
 PU2184| PID    Reference Object                     Distance      Geod. Az  |
 PU2184|                                                           dddmmss.s |
 PU2184| PU2185 WASTA RESET                          42.270 METERS 05550     |
 PU2184| OT0730 WALL MUNICIPAL TANK                 APPROX.23.2 KM 1175409.9 |
 PU2184| CQ4357 WASTA 2 RM 3                         15.314 METERS 13746     |
 PU2184| CQ4358 WASTA 2 RM 4                         17.854 METERS 23337     |
 PU2184| PU2209 WASTA AZ MK RESET                   APPROX. 0.6 KM 3232135.5 |
 PU2184|---------------------------------------------------------------------|
 PU2184
 PU2184                          SUPERSEDED SURVEY CONTROL
 PU2184
 PU2184  NAD 83(1993)-  44 05 29.55104(N)    102 29 52.31093(W) AD(       ) 2
 PU2184  NAD 83(1986)-  44 05 29.55049(N)    102 29 52.31133(W) AD(       ) 2
 PU2184  NAD 27      -  44 05 29.59640(N)    102 29 50.71720(W) AD(       ) 2
 PU2184
 PU2184.Superseded values are not recommended for survey control.
 PU2184
 PU2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2184.See file dsdata.pdf to determine how the superseded data were derived.
 PU2184
 PU2184_MARKER: DS = TRIANGULATION STATION DISK
 PU2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2184_STAMPING: WASTA 2 1961
 PU2184_MARK LOGO: CGS
 PU2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2184+STABILITY: SURFACE MOTION
 PU2184
 PU2184  HISTORY     - Date     Condition        Report By
 PU2184  HISTORY     - 1961     MONUMENTED       CGS
 PU2184  HISTORY     - 1961     GOOD             CGS
 PU2184
 PU2184                          STATION DESCRIPTION
 PU2184
 PU2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 PU2184'THE STATION IS ABOUT 4.5 MILES EAST OF WICKSVILLE, ABOUT 3 MILES
 PU2184'NORTHWEST OF WASTA, IN THE NW 1/4 SEC. 36, T. 2 N., R. 13 E.
 PU2184'AND IS ABOUT 235 FEET SOUTHWEST OF THE CENTERLINE OF PROPOSED
 PU2184'INTERSTATE HIGHWAY NO. 90.  ACCORDING TO HIGHWAY PLANS THE
 PU2184'STATION SHOULD BE OUTSIDE OF HIGHWAY RIGHT OF WAY.  THERE IS
 PU2184'A SMALL KNOLL TO THE SOUTHWEST OF THE STATION AND THE HILL
 PU2184'ON WHICH THE ORIGINAL STATION WAS LOCATED IS TO BE REMOVED.
 PU2184'THE MARK PROJECTS ABOUT 3 INCHES AN THE DISK IS STAMPED WASTA
 PU2184'2 1961.
 PU2184'
 PU2184'R.M. NO. 3 IS SOUTHEAST OF THE STATION AND ABOUT THE SAME
 PU2184'DISTANCE FROM THE CENTERLINE OF THE PROPOSED HIGHWAY.  THE
 PU2184'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WASTA 2 NO 3 1961.
 PU2184'
 PU2184'R.M. NO. 4 IS SOUTHWEST OF THE STATION.  THE MARK PROJECTS
 PU2184'ABOUT 3 INCHES AND THE DISK IS STAMPED WASTA 2 NO 4 1961.
 PU2184'
 PU2184'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION AND
 PU2184'IS 1 FOOT NORTHEAST OF THE RIGHT OF WAY FENCE OF THE NEW INTERSTATE
 PU2184'HIGHWAY.  THIS MARK WAS SET AND THE DISK WAS STAMPED BEFORE
 PU2184'IT WAS KNOWN THAT STATION WASTA WOULD HAVE TO BE MOVED SO
 PU2184'THE DISK WAS STAMPED WASTA 1951 RESET 1961.
 PU2184'
 PU2184'TO REACH THE STATION FROM WASTA, FROM THE POST OFFICE, FOLLOW
 PU2184'OLD U.S. HIGHWAYS 14 AND 16 FOR ABOUT 3.0 MILES TO TOP OF
 PU2184'GRADE AND STATION ON THE LEFT.  AFTER THE NEW HIGHWAY IS BUILT
 PU2184'THE MILEAGE WILL BE CHANGED AND IT WILL BE NECESSARY TO
 PU2184'REACH THE STATION FROM THE OTHER DIRECTION.  THERE WILL PROBABLY
 PU2184'BE AN INTERCHANGE TO NORTH OF WICKSVILLE AND THE STATION WOULD
 PU2184'BE ABOUT 5.0 MILES TO THE SOUTHEAST ALONG THE NEW INTERSTATE.
 PU2184
 PU2184                          STATION RECOVERY (1961)
 PU2184
 PU2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2184'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4
 PU2184'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE
 PU2184'HORIZONTAL DISTANCES TO BOTH REFERENCE MARKS WERE FOUND IN
 PU2184'ERROR.  A NEW DESCRIPTION FOLLOWS.
 PU2184'
 PU2184'THE STATION IS 4-1/2 MILES EAST OF WICKSVILLE, 3 MILES NORTHWEST
 PU2184'OF WASTA, ABOUT 350 FEET SOUTH OF INTERSTATE HIGHWAY 90, IN
 PU2184'A SMALL SADDLE BETWEEN TWO SMALL GRASSY KNOLLS, IN SEC. 36.
 PU2184'T. 2 N., R. 13 E.
 PU2184'
 PU2184'TO REACH THE STATION FROM THE POST OFFICE IN WASTA, GO NORTHWEST
 PU2184'ON U.S. HIGHWAYS 14 AND 16 FOR 3.2 MILES TO THE STATION ON THE
 PU2184'LEFT AT A POINT WHERE INTERSTATE HIGHWAY 90 BEGINS.
 PU2184'
 PU2184'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 PU2184'INTERSTATE HIGHWAY 90 FOR 0.4 MILE TO THE MARK ON THE LEFT
 PU2184'AS DESCRIBED.
 PU2184'
 PU2184'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 PU2184'SQUARE CONCRETE MONUMENT, WHICH PROJETS 3 INCHES AND IS
 PU2184'STAMPED WASTA 2 1961.  IT IS 145 FEET SOUTH OF A METAL WITNESS
 PU2184'POST AND 145 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 PU2184'
 PU2184'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 PU2184'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 4 INCHES AND IS STAMPED
 PU2184'WASTA 2 NO 3 1961.
 PU2184'
 PU2184'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF A
 PU2184'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 3 INCHES AND IS
 PU2184'STAMPED WASTA 2 NO 4 1961.
 PU2184'
 PU2184'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU2184'12-INCH, SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 INCH
 PU2184'AND IS STAMPED WASTA 1951 RESET 1961.  IT IS 228 FEET
 PU2184'SOUTH-SOUTHWEST OF THE CENTER OF THE EAST BOUND LANE OF
 PU2184'INTERSTATE HIGHWAY 90, 4.6 FEET EAST OF A METAL WITNESS POST
 PU2184'AND 1 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2209 ***********************************************************************
 PU2209  DESIGNATION -  WASTA AZ MK RESET
 PU2209  PID         -  PU2209
 PU2209  STATE/COUNTY-  SD/PENNINGTON
 PU2209  COUNTRY     -  US
 PU2209  USGS QUAD   -  OWANKA (2017)
 PU2209
 PU2209                         *CURRENT SURVEY CONTROL
 PU2209  ______________________________________________________________________
 PU2209* NAD 83(1996) POSITION- 44 05 44.94456(N) 102 30 08.18813(W)   ADJUSTED
 PU2209* NAVD 88 ORTHO HEIGHT -   851.    (meters)     2792.    (feet) SCALED
 PU2209  ______________________________________________________________________
 PU2209  GEOID HEIGHT    -        -18.364 (meters)                     GEOID18
 PU2209  LAPLACE CORR    -         -7.30  (seconds)                    DEFLEC18
 PU2209  HORZ ORDER      -  THIRD
 PU2209
 PU2209.The horizontal coordinates were established by classical geodetic methods
 PU2209.and adjusted by the National Geodetic Survey in January 1998.
 PU2209
 PU2209.The orthometric height was scaled from a topographic map.
 PU2209
 PU2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2209.GEOID18 height accuracy estimate available here.
 PU2209
 PU2209.Click photographs - Photos may exist for this station.
 PU2209
 PU2209.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2209
 PU2209. The following values were computed from the NAD 83(1996) position.
 PU2209
 PU2209;                    North         East     Units Scale Factor Converg.
 PU2209;SPC SD S     -   198,068.407   426,347.588   MT  0.99994156   -1 29 46.5
 PU2209;SPC SD S     -   649,829.43  1,398,775.38   sFT  0.99994156   -1 29 46.5
 PU2209;UTM  13      - 4,885,548.676   699,932.458   MT  1.00009165   +1 44 19.1
 PU2209
 PU2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2209!SPC SD S     -   0.99986938  x   0.99994156  =   0.99981095
 PU2209!UTM  13      -   0.99986938  x   1.00009165  =   0.99996102
 PU2209
 PU2209:                Primary Azimuth Mark                     Grid Az
 PU2209:SPC SD S     -  WASTA RESET                              140 47 02.3
 PU2209:UTM  13      -  WASTA RESET                              137 32 56.7
 PU2209
 PU2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9993285548(NAD 83)
 PU2209
 PU2209|---------------------------------------------------------------------|
 PU2209| PID    Reference Object                     Distance      Geod. Az  |
 PU2209|                                                           dddmmss.s |
 PU2209| PU2185 WASTA RESET                         APPROX. 0.6 KM 1391715.8 |
 PU2209|---------------------------------------------------------------------|
 PU2209
 PU2209                          SUPERSEDED SURVEY CONTROL
 PU2209
 PU2209  NAD 83(1993)-  44 05 44.93651(N)    102 30 08.18944(W) AD(       ) 3
 PU2209  NAD 83(1986)-  44 05 44.94236(N)    102 30 08.19642(W) AD(       ) 3
 PU2209
 PU2209.Superseded values are not recommended for survey control.
 PU2209
 PU2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2209.See file dsdata.pdf to determine how the superseded data were derived.
 PU2209
 PU2209_MARKER: DZ = AZIMUTH MARK DISK
 PU2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2209_STAMPING: WASTA 1951 RESET 1961
 PU2209_MARK LOGO: CGS
 PU2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2209+STABILITY: SURFACE MOTION
 PU2209
 PU2209  HISTORY     - Date     Condition        Report By
 PU2209  HISTORY     - 1961     MONUMENTED       CGS
 PU2209
 PU2209                          STATION DESCRIPTION
 PU2209
 PU2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2209'LOCATED 4.5 MILES EAST OF WICKSVILLE, 3 MILES NORTHWEST OF WASTA,
 PU2209'AND ABOUT 100 FEET SOUTHEAST OF A WIRE GATE.
 PU2209'
 PU2209'TO REACH THE STATION FROM THE POST OFFICE IN WASTA, DRIVE WEST AND
 PU2209'NORTHWEST ON U.S. HIGHWAYS 14 AND 16 FOR 3.4 MILES TO THE SUMMIT OF
 PU2209'A LONG GRADE AND THE STATION ON THE LEFT.
 PU2209'
 PU2209'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED WASTA 1951
 PU2209'RESET 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 PU2209'PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 228 FEET SOUTH-SOUTHWEST
 PU2209'OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 90, 4.6
 PU2209'FEET EAST OF A METAL WITNESS POST WITH SIGN, AND 1.0 FOOT
 PU2209'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2185 ***********************************************************************
 PU2185  DESIGNATION -  WASTA RESET
 PU2185  PID         -  PU2185
 PU2185  STATE/COUNTY-  SD/PENNINGTON
 PU2185  COUNTRY     -  US
 PU2185  USGS QUAD   -  WASTA (2017)
 PU2185
 PU2185                         *CURRENT SURVEY CONTROL
 PU2185  ______________________________________________________________________
 PU2185* NAD 83(1996) POSITION- 44 05 30.32838(N) 102 29 50.73755(W)   ADJUSTED
 PU2185* NAVD 88 ORTHO HEIGHT -   851.    (meters)     2792.    (feet) SCALED
 PU2185  ______________________________________________________________________
 PU2185  GEOID HEIGHT    -        -18.374 (meters)                     GEOID18
 PU2185  LAPLACE CORR    -         -7.29  (seconds)                    DEFLEC18
 PU2185  HORZ ORDER      -  THIRD
 PU2185
 PU2185.The horizontal coordinates were established by classical geodetic methods
 PU2185.and adjusted by the National Geodetic Survey in January 1998.
 PU2185
 PU2185.The orthometric height was scaled from a topographic map.
 PU2185
 PU2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2185.GEOID18 height accuracy estimate available here.
 PU2185
 PU2185.Click photographs - Photos may exist for this station.
 PU2185
 PU2185.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2185
 PU2185. The following values were computed from the NAD 83(1996) position.
 PU2185
 PU2185;                    North         East     Units Scale Factor Converg.
 PU2185;SPC SD S     -   197,607.334   426,723.844   MT  0.99994097   -1 29 34.5
 PU2185;SPC SD S     -   648,316.73  1,400,009.81   sFT  0.99994097   -1 29 34.5
 PU2185;UTM  13      - 4,885,109.503   700,334.194   MT  1.00009362   +1 44 30.8
 PU2185
 PU2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2185!SPC SD S     -   0.99986939  x   0.99994097  =   0.99981036
 PU2185!UTM  13      -   0.99986939  x   1.00009362  =   0.99996299
 PU2185
 PU2185:                Primary Azimuth Mark                     Grid Az
 PU2185:SPC SD S     -  WASTA AZ MK RESET                        320 47 02.4
 PU2185:UTM  13      -  WASTA AZ MK RESET                        317 32 57.1
 PU2185
 PU2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0033485109(NAD 83)
 PU2185
 PU2185|---------------------------------------------------------------------|
 PU2185| PID    Reference Object                     Distance      Geod. Az  |
 PU2185|                                                           dddmmss.s |
 PU2185| CQ4355 WASTA RM 1                           10.647 METERS 03620     |
 PU2185| OT0730 WALL MUNICIPAL TANK                 APPROX.23.2 KM 1175943.3 |
 PU2185| CQ4356 WASTA RM 2                            8.993 METERS 12301     |
 PU2185| PU2184 WASTA 2                              42.270 METERS 23550     |
 PU2185| PU2209 WASTA AZ MK RESET                   APPROX. 0.6 KM 3191727.9 |
 PU2185| CQ4354 WASTA AZ MK                                        3270313.5 |
 PU2185|---------------------------------------------------------------------|
 PU2185
 PU2185                          SUPERSEDED SURVEY CONTROL
 PU2185
 PU2185  NAD 83(1993)-  44 05 30.32031(N)    102 29 50.73882(W) AD(       ) 3
 PU2185  NAD 83(1986)-  44 05 30.32009(N)    102 29 50.73856(W) AD(       ) 3
 PU2185  NAD 27      -  44 05 30.36600(N)    102 29 49.14440(W) AD(       ) 3
 PU2185
 PU2185.Superseded values are not recommended for survey control.
 PU2185
 PU2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2185.See file dsdata.pdf to determine how the superseded data were derived.
 PU2185
 PU2185_MARKER: DS = TRIANGULATION STATION DISK
 PU2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2185_STAMPING: WASTA 1951
 PU2185_MARK LOGO: CGS
 PU2185_PROJECTION: RECESSED 76 CENTIMETERS
 PU2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2185+STABILITY: SURFACE MOTION
 PU2185
 PU2185  HISTORY     - Date     Condition        Report By
 PU2185  HISTORY     - 1961     MONUMENTED       CGS
 PU2185
 PU2185                          STATION DESCRIPTION
 PU2185
 PU2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 PU2185'THE UNDERGROUND-STATION MARK WAS RECOVERED, FOUND TO BE IN
 PU2185'GOOD CONDITION AND OCCUPIED.  REFERENCE MARKS 1 AND 2 AND THE
 PU2185'AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED BY CONSTRUCTION
 PU2185'OF INTERSTATE HIGHWAY 90.  THE STATION MARK WAS FOUND TO BE
 PU2185'QUITE SECURE AS IT IS SITUATED ON THE SOUTH SIDE OF THE
 PU2185'NEW SOUTH RIGHT-OF-WAY FENCE OF THE INTERSTATE HIGHWAY.
 PU2185'
 PU2185'THE MARK, A STANDARD DISK STAMPED WASTA 1951, IS SET IN THE
 PU2185'TOP OF A MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE
 PU2185'GROUND.  IT IS 5.5 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 PU2185'FENCE OF THE INTERSTATE HIGHWAY 90 AND 5.5 FEET SOUTHEAST OF A
 PU2185'METAL WITNESS POST WITH SIGN.
 PU2185'
 PU2185'TO REACH THE STATION FROM THE POST OFFICE IN WASTA, DRIVE WEST
 PU2185'AND NORTHWEST ON U.S. HIGHWAYS 14 AND 16 FOR 3.0 MILES
 PU2185'TO THE SUMMIT OF A LONG GRADE AND THE STATION ON THE LEFT.
 PU2185'
 PU2185'AT ONE TIME IT WAS BELIEVED THIS STATION WOULD BE DESTROYED
 PU2185'BY HIGHWAY CONSTRUCTION, WITH THE RESULT A UNIT UNDER THE
 PU2185'COMMAND OF C.J. BEYMA ESTABLISHED WASTA 2 1961 IN THE BOTTOM
 PU2185'OF A DEEP SADDLE SOUTHWEST OF THE STATION.
 PU2185'
 PU2185'A SLOPE MEASUREMENT WAS MADE TO WASTA 2 AND THE DISTANCE
 PU2185'CONVERTED TO HORIZONTAL.
 PU2185'
 PU2185'OBSERVATIONS WERE MADE FROM A WOODEN STAND 4 FEET IN HEIGHT.
 PU2185'
 PU2185'THE AZIMUTH MARK, A STANDARD DISK STAMPED WASTA 1951 RESET
 PU2185'1961, IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 PU2185'SQUARE AT THE TOP, PROJECTING 1-INCH ABOVE THE SURFACE OF THE
 PU2185'GROUND.  IT IS 228 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE EAST
 PU2185'BOUND LANE OF INTERSTATE HIGHWAY 90, 4.6 FEET EAST OF A
 PU2185'METAL WITNESS POST WITH SIGN AND 1.0 FOOT NORTHEAST OF THE
 PU2185'SOUTHWEST RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0927 ***********************************************************************
 QS0927  DESIGNATION -  WATAUGA EQUITY EXCH ELEV S GAB
 QS0927  PID         -  QS0927
 QS0927  STATE/COUNTY-  SD/CORSON
 QS0927  COUNTRY     -  US
 QS0927  USGS QUAD   -  WATAUGA (2017)
 QS0927
 QS0927                         *CURRENT SURVEY CONTROL
 QS0927  ______________________________________________________________________
 QS0927* NAD 83(1996) POSITION- 45 55 17.23464(N) 101 32 35.49636(W)   ADJUSTED
 QS0927  ______________________________________________________________________
 QS0927  GEOID HEIGHT    -        -20.091 (meters)                     GEOID18
 QS0927  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC18
 QS0927  HORZ ORDER      -  THIRD
 QS0927
 QS0927.The horizontal coordinates were established by classical geodetic methods
 QS0927.and adjusted by the National Geodetic Survey in January 1998.
 QS0927
 QS0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0927.GEOID18 height accuracy estimate available here.
 QS0927
 QS0927.Click photographs - Photos may exist for this station.
 QS0927
 QS0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0927
 QS0927. The following values were computed from the NAD 83(1996) position.
 QS0927
 QS0927;                    North         East     Units Scale Factor Converg.
 QS0927;SPC SD N     -   233,192.251   480,290.814   MT  1.00005468   -1 05 31.8
 QS0927;SPC SD N     -   765,064.91  1,575,754.11   sFT  1.00005468   -1 05 31.8
 QS0927;UTM  14      - 5,088,465.680   302,798.187   MT  1.00007810   -1 49 39.3
 QS0927
 QS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR0279888465(NAD 83)
 QS0927
 QS0927                          SUPERSEDED SURVEY CONTROL
 QS0927
 QS0927  NAD 83(1986)-  45 55 17.22607(N)    101 32 35.49241(W) AD(       ) 3
 QS0927  NAD 27      -  45 55 17.21700(N)    101 32 34.02500(W) AD(       ) 3
 QS0927
 QS0927.Superseded values are not recommended for survey control.
 QS0927
 QS0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0927.See file dsdata.pdf to determine how the superseded data were derived.
 QS0927
 QS0927_MARKER: 81 = GABLE
 QS0927
 QS0927  HISTORY     - Date     Condition        Report By
 QS0927  HISTORY     - 1952     FIRST OBSERVED   CGS
 QS0927
 QS0927                          STATION DESCRIPTION
 QS0927
 QS0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0927'THE STATION IS LOCATED AT THE SOUTH EDGE OF WATAUGA, AND ABOUT
 QS0927'100 YARDS WEST OF THE RAILROAD DEPOT.
 QS0927'
 QS0927'THE BUILDING IS A GRAIN ELEVATOR, ABOUT 125 FEET HIGH, AND IS
 QS0927'COVERED ON THE OUTSIDE WITH GALVANIZED TIN.  IT IS UNPAINTED.
 QS0927'THE POINT OBSERVED WAS THE SOUTH GABLE OF THE HIGHEST POINT OF
 QS0927'THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0653 ***********************************************************************
 PS0653  DESIGNATION -  WATER 2
 PS0653  PID         -  PS0653
 PS0653  STATE/COUNTY-  SD/HAND
 PS0653  COUNTRY     -  US
 PS0653  USGS QUAD   -  MILLER NW (2017)
 PS0653
 PS0653                         *CURRENT SURVEY CONTROL
 PS0653  ______________________________________________________________________
 PS0653* NAD 83(1996) POSITION- 44 39 48.29279(N) 098 59 17.59745(W)   NO CHECK
 PS0653* NAVD 88 ORTHO HEIGHT -   459.035 (meters)     1506.02  (feet) ADJUSTED
 PS0653  ______________________________________________________________________
 PS0653  GEOID HEIGHT    -        -24.329 (meters)                     GEOID18
 PS0653  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 PS0653  DYNAMIC HEIGHT  -        458.958 (meters)     1505.76  (feet) COMP
 PS0653  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 PS0653
 PS0653  HORZ ORDER      -  THIRD
 PS0653  VERT ORDER      -  FIRST     CLASS II
 PS0653
 PS0653.The horizontal coordinates were established by classical geodetic methods
 PS0653.and adjusted by the National Geodetic Survey in January 1998.
 PS0653
 PS0653.No horizontal observational check was made to the station.
 PS0653
 PS0653.The orthometric height was determined by differential leveling and
 PS0653.adjusted by the NATIONAL GEODETIC SURVEY
 PS0653.in July 1998.
 PS0653
 PS0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0653.GEOID18 height accuracy estimate available here.
 PS0653
 PS0653.Click photographs - Photos may exist for this station.
 PS0653
 PS0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0653
 PS0653.The dynamic height is computed by dividing the NAVD 88
 PS0653.geopotential number by the normal gravity value computed on the
 PS0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0653.degrees latitude (g = 980.6199 gals.).
 PS0653
 PS0653.The modeled gravity was interpolated from observed gravity values.
 PS0653
 PS0653. The following values were computed from the NAD 83(1996) position.
 PS0653
 PS0653;                    North         East     Units Scale Factor Converg.
 PS0653;SPC SD N     -    92,741.779   680,236.065   MT  0.99996188   +0 42 57.9
 PS0653;SPC SD N     -   304,270.32  2,231,741.16   sFT  0.99996188   +0 42 57.9
 PS0653;UTM  14      - 4,945,561.210   500,933.744   MT  0.99960001   +0 00 29.8
 PS0653
 PS0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0653!SPC SD N     -   0.99993185  x   0.99996188  =   0.99989373
 PS0653!UTM  14      -   0.99993185  x   0.99960001  =   0.99953188
 PS0653
 PS0653:                Primary Azimuth Mark                     Grid Az
 PS0653:SPC SD N     -  WATER AZ MK                              179 42 42.9
 PS0653:UTM  14      -  WATER AZ MK                              180 25 11.0
 PS0653
 PS0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0093345561(NAD 83)
 PS0653
 PS0653|---------------------------------------------------------------------|
 PS0653| PID    Reference Object                     Distance      Geod. Az  |
 PS0653|                                                           dddmmss.s |
 PS0653| PS0654 WATER                                 3.165 METERS 00319     |
 PS0653| AE4317 WATER 2 RM 3                          7.958 METERS 09032     |
 PS0653| AE4316 WATER AZ MK                                        1802540.8 |
 PS0653| AE4318 WATER RM 2                           12.353 METERS 21844     |
 PS0653|---------------------------------------------------------------------|
 PS0653
 PS0653                          SUPERSEDED SURVEY CONTROL
 PS0653
 PS0653  NAD 83(1986)-  44 39 48.29086(N)    098 59 17.60256(W) AD(       ) 3
 PS0653  NAD 27      -  44 39 48.37164(N)    098 59 16.22532(W) AD(       ) 3
 PS0653
 PS0653.Superseded values are not recommended for survey control.
 PS0653
 PS0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0653.See file dsdata.pdf to determine how the superseded data were derived.
 PS0653
 PS0653_MARKER: DS = TRIANGULATION STATION DISK
 PS0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0653_STAMPING: WATER 2 1951 68 RM 86.2
 PS0653_MARK LOGO: CGS
 PS0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0653+STABILITY: SURFACE MOTION
 PS0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0653+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0653
 PS0653  HISTORY     - Date     Condition        Report By
 PS0653  HISTORY     - 1968     MONUMENTED       CGS
 PS0653  HISTORY     - 1975     GOOD             NGS
 PS0653  HISTORY     - 19960710 GOOD             NGS
 PS0653
 PS0653                          STATION DESCRIPTION
 PS0653
 PS0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PS0653'STATION IS LOCATED ALONG STATE HIGHWAY NO. 45 ABOUT 10 MILES
 PS0653'NORTH OF MILLER AND IN THE SOUTHEAST ANGLE OF CROSSROADS.  IT
 PS0653'IS 76 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 45, 48
 PS0653'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 26 FEET EAST OF
 PS0653'FENCE CORNER AND 1 FOOT NORTH OF WITNESS POST IN FENCELINE.  THE
 PS0653'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED WATER 2 1968.
 PS0653'
 PS0653'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 14 AND STATE
 PS0653'HIGHWAY NO. 45 WHICH IS 0.75 MILE NORTH OF MILLER, GO NORTH ON
 PS0653'STATE HIGHWAY NO. 45 FOR 8.9 MILES TO AZIMUTH MARK ON RIGHT (EAST)
 PS0653'SIDE OF HIGHWAY.  CONTINUE NORTH ON STATE HIGHWAY NO. 45 FOR 0.4
 PS0653'MILE TO CROSSROADS AND STATION ON RIGHT (EAST) SIDE OF HIGHWAY
 PS0653'AS DESCRIBED.
 PS0653'
 PS0653'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A SQUARE CONCRETE
 PS0653'MONUMENT AND STAMPED WATER 1951 NO 2, IS 77 FEET SOUTH OF THE
 PS0653'CENTERLINE OF EAST-WEST ROAD, 51-1/2 EAST OF THE CENTERLINE OF
 PS0653'STATE HIGHWAY NO. 45, 30-1/2 FEET SOUTH OF FENCE CORNER AND 1
 PS0653'FOOT EAST OF THE FENCELINE.  THE MARK PROJECTS 3 INCHES.
 PS0653'
 PS0653'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 PS0653'CONCRETE MONUMENT AND STAMPED WATER 2 NO 3 1968, IS 52 FEET EAST
 PS0653'OF A FENCE CORNER, 48 FEET SOUTH OF THE CENTERLINE OF EAST-WEST
 PS0653'ROAD AND 1 FOOT NORTH OF FENCELINE.  THE MARK PROJECTS 3 INCHES.
 PS0653'
 PS0653'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 PS0653'MONUMENT AND STAMPED WATER 1951, IS 72 FEET EAST OF THE CENTERLINE
 PS0653'OF STATE HIGHWAY NO. 45, 22 FEET EAST OF FENCE CORNER, 4 FEET EAST
 PS0653'OF A WITNESS POST AND 1.5 FEET NORTH OF FENCELINE.  THE MARK
 PS0653'PROJECTS 6 INCHES.
 PS0653'
 PS0653'DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 PS0653'IS 60.30 FEET OR 18.380 METERS.
 PS0653'
 PS0653'THIS STATION MARK IS 3.59 FEET (1.095 METERS) HIGHER IN ELEVATION
 PS0653'THAN THE OLD STATION, WATER 1951.
 PS0653
 PS0653                          STATION RECOVERY (1975)
 PS0653
 PS0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PS0653'ALL MARKS RECOVERED IN GOOD CONDITION.  SET METAL WITNESS POST
 PS0653'1.5 FEET SOUTH OF THE AZIMUTH MARK.
 PS0653'
 PS0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 PS0653'NORTH OF MILLER.
 PS0653
 PS0653                          STATION RECOVERY (1996)
 PS0653
 PS0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0653'16.1 KM (10.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 PS0653'OFFICE IN MILLER, 720.0 M (2362.2 FT) SOUTH OF MILEPOST 122, 23.3 M
 PS0653'(76.4 FT) EAST OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) SOUTH OF
 PS0653'THE CENTER OF A PAVED ROAD, 12.4 M (40.7 FT) NORTHEAST OF REFERENCE
 PS0653'MARK 2, 8.0 M (26.2 FT) WEST OF REFERENCE MARK 3, 0.5 M (1.6 FT) BELOW
 PS0653'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 PS0653'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 PS0653'ORIGINAL DESCRIPTION STATES THE DISK IS STAMPED WATER 2 1968, BUT IT
 PS0653'IS STAMPED AS ABOVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4317 ***********************************************************************
 AE4317  DESIGNATION -  WATER 2 RM 3
 AE4317  PID         -  AE4317
 AE4317  STATE/COUNTY-  SD/HAND
 AE4317  COUNTRY     -  US
 AE4317  USGS QUAD   -  MILLER NW (2017)
 AE4317
 AE4317                         *CURRENT SURVEY CONTROL
 AE4317  ______________________________________________________________________
 AE4317* NAD 83(1986) POSITION- 44 39 48.29   (N) 098 59 17.24   (W)   HD_HELD1
 AE4317* NAVD 88 ORTHO HEIGHT -   458.991 (meters)     1505.87  (feet) ADJUSTED
 AE4317  ______________________________________________________________________
 AE4317  GEOID HEIGHT    -        -24.329 (meters)                     GEOID18
 AE4317  DYNAMIC HEIGHT  -        458.914 (meters)     1505.62  (feet) COMP
 AE4317  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 AE4317
 AE4317  VERT ORDER      -  FIRST     CLASS II
 AE4317
 AE4317.The horizontal coordinates were determined by differentially corrected
 AE4317.hand held GPS observations or other comparable positioning techniques
 AE4317.and have an estimated accuracy of +/- 3 meters.
 AE4317
 AE4317.The orthometric height was determined by differential leveling and
 AE4317.adjusted by the NATIONAL GEODETIC SURVEY
 AE4317.in July 1998.
 AE4317
 AE4317.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4317.GEOID18 height accuracy estimate available here.
 AE4317
 AE4317.Click photographs - Photos may exist for this station.
 AE4317
 AE4317.The dynamic height is computed by dividing the NAVD 88
 AE4317.geopotential number by the normal gravity value computed on the
 AE4317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4317.degrees latitude (g = 980.6199 gals.).
 AE4317
 AE4317.The modeled gravity was interpolated from observed gravity values.
 AE4317
 AE4317;                    North         East    Units  Estimated Accuracy
 AE4317;SPC SD N     -    92,741.8     680,243.9     MT  (+/- 3 meters HH1 GPS) 
 AE4317
 AE4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0094145561(NAD 83)
 AE4317
 AE4317                          SUPERSEDED SURVEY CONTROL
 AE4317
 AE4317.No superseded survey control is available for this station.
 AE4317
 AE4317_MARKER: DR = REFERENCE MARK DISK
 AE4317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4317_STAMPING: WATER 2 N0 3 1968
 AE4317_MARK LOGO: CGS
 AE4317_PROJECTION: FLUSH
 AE4317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4317+STABILITY: SURFACE MOTION
 AE4317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4317+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4317
 AE4317  HISTORY     - Date     Condition        Report By
 AE4317  HISTORY     - 1968     MONUMENTED       CGS
 AE4317  HISTORY     - 19960710 GOOD             NGS
 AE4317
 AE4317                          STATION DESCRIPTION
 AE4317
 AE4317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4317'16.1 KM (10.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE4317'OFFICE IN MILLER, 720.0 M (2362.2 FT) SOUTH OF MILEPOST 122, 31.3 M
 AE4317'(102.7 FT) EAST OF THE HIGHWAY CENTERLINE, 14.1 M (46.3 FT) SOUTH OF
 AE4317'THE CENTER OF A PAVED ROAD, 8.0 M (26.2 FT) EAST OF TRIANGULATION
 AE4317'STATION WATER 2, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AE4317'(1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AE4317'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4316 ***********************************************************************
 AE4316  DESIGNATION -  WATER AZ MK
 AE4316  PID         -  AE4316
 AE4316  STATE/COUNTY-  SD/HAND
 AE4316  COUNTRY     -  US
 AE4316  USGS QUAD   -  MILLER NW (2017)
 AE4316
 AE4316                         *CURRENT SURVEY CONTROL
 AE4316  ______________________________________________________________________
 AE4316* NAD 83(1986) POSITION- 44 39 25.     (N) 098 59 17.     (W)   SCALED
 AE4316* NAVD 88 ORTHO HEIGHT -   455.948 (meters)     1495.89  (feet) ADJUSTED
 AE4316  ______________________________________________________________________
 AE4316  GEOID HEIGHT    -        -24.337 (meters)                     GEOID18
 AE4316  DYNAMIC HEIGHT  -        455.871 (meters)     1495.64  (feet) COMP
 AE4316  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 AE4316
 AE4316  VERT ORDER      -  FIRST     CLASS II
 AE4316
 AE4316.The horizontal coordinates were scaled from a map and have
 AE4316.an estimated accuracy of +/- 6 seconds.
 AE4316
 AE4316.The orthometric height was determined by differential leveling and
 AE4316.adjusted by the NATIONAL GEODETIC SURVEY
 AE4316.in July 1998.
 AE4316
 AE4316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4316.GEOID18 height accuracy estimate available here.
 AE4316
 AE4316.Click photographs - Photos may exist for this station.
 AE4316
 AE4316.The dynamic height is computed by dividing the NAVD 88
 AE4316.geopotential number by the normal gravity value computed on the
 AE4316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4316.degrees latitude (g = 980.6199 gals.).
 AE4316
 AE4316.The modeled gravity was interpolated from observed gravity values.
 AE4316
 AE4316;                    North         East    Units  Estimated Accuracy
 AE4316;SPC SD N     -    92,020.      680,260.      MT  (+/- 180 meters Scaled)
 AE4316
 AE4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009448(NAD 83)
 AE4316
 AE4316                          SUPERSEDED SURVEY CONTROL
 AE4316
 AE4316.No superseded survey control is available for this station.
 AE4316
 AE4316_MARKER: DZ = AZIMUTH MARK DISK
 AE4316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4316_STAMPING: WATER 1951
 AE4316_MARK LOGO: CGS
 AE4316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4316+STABILITY: SURFACE MOTION
 AE4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4316+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4316
 AE4316  HISTORY     - Date     Condition        Report By
 AE4316  HISTORY     - 1951     MONUMENTED       CGS
 AE4316  HISTORY     - 19960710 GOOD             NGS
 AE4316
 AE4316                          STATION DESCRIPTION
 AE4316
 AE4316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4316'15.4 KM (9.55 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE4316'OFFICE IN MILLER, 242.0 M (794.0 FT) NORTH OF MILEPOST 121, 16.4 M
 AE4316'(53.8 FT) EAST OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) EAST OF A
 AE4316'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AE4316'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.3 M
 AE4316'(1.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4318 ***********************************************************************
 AE4318  DESIGNATION -  WATER RM 2
 AE4318  PID         -  AE4318
 AE4318  STATE/COUNTY-  SD/HAND
 AE4318  COUNTRY     -  US
 AE4318  USGS QUAD   -  MILLER NW (2017)
 AE4318
 AE4318                         *CURRENT SURVEY CONTROL
 AE4318  ______________________________________________________________________
 AE4318* NAD 83(1986) POSITION- 44 39 47.98   (N) 098 59 17.95   (W)   HD_HELD1
 AE4318* NAVD 88 ORTHO HEIGHT -   458.457 (meters)     1504.12  (feet) ADJUSTED
 AE4318  ______________________________________________________________________
 AE4318  GEOID HEIGHT    -        -24.329 (meters)                     GEOID18
 AE4318  DYNAMIC HEIGHT  -        458.380 (meters)     1503.87  (feet) COMP
 AE4318  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 AE4318
 AE4318  VERT ORDER      -  FIRST     CLASS II
 AE4318
 AE4318.The horizontal coordinates were determined by differentially corrected
 AE4318.hand held GPS observations or other comparable positioning techniques
 AE4318.and have an estimated accuracy of +/- 3 meters.
 AE4318
 AE4318.The orthometric height was determined by differential leveling and
 AE4318.adjusted by the NATIONAL GEODETIC SURVEY
 AE4318.in July 1998.
 AE4318
 AE4318.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4318.GEOID18 height accuracy estimate available here.
 AE4318
 AE4318.Click photographs - Photos may exist for this station.
 AE4318
 AE4318.The dynamic height is computed by dividing the NAVD 88
 AE4318.geopotential number by the normal gravity value computed on the
 AE4318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4318.degrees latitude (g = 980.6199 gals.).
 AE4318
 AE4318.The modeled gravity was interpolated from observed gravity values.
 AE4318
 AE4318;                    North         East    Units  Estimated Accuracy
 AE4318;SPC SD N     -    92,732.0     680,228.4     MT  (+/- 3 meters HH1 GPS) 
 AE4318
 AE4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0092545551(NAD 83)
 AE4318
 AE4318                          SUPERSEDED SURVEY CONTROL
 AE4318
 AE4318.No superseded survey control is available for this station.
 AE4318
 AE4318_MARKER: DR = REFERENCE MARK DISK
 AE4318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4318_STAMPING: WATER NO 2 1951
 AE4318_MARK LOGO: CGS
 AE4318_PROJECTION: FLUSH
 AE4318_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4318+STABILITY: SURFACE MOTION
 AE4318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4318+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4318
 AE4318  HISTORY     - Date     Condition        Report By
 AE4318  HISTORY     - 1951     MONUMENTED       CGS
 AE4318  HISTORY     - 19960710 GOOD             NGS
 AE4318
 AE4318                          STATION DESCRIPTION
 AE4318
 AE4318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4318'16.1 KM (10.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE4318'OFFICE IN MILLER, 720.0 M (2362.2 FT) SOUTH OF MILEPOST 122, 24.0 M
 AE4318'(78.7 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 15.5 M (50.9 FT) EAST
 AE4318'OF THE HIGHWAY CENTERLINE, 12.4 M (40.7 FT) SOUTHWEST OF TRIANGULATION
 AE4318'STATION WATER 2, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 AE4318'(1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 AE4318'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0245 ***********************************************************************
 PS0245  DESIGNATION -  WATER TANK
 PS0245  PID         -  PS0245
 PS0245  STATE/COUNTY-  SD/HAND
 PS0245  COUNTRY     -  US
 PS0245  USGS QUAD   -  MILLER (2017)
 PS0245
 PS0245                         *CURRENT SURVEY CONTROL
 PS0245  ______________________________________________________________________
 PS0245* NAD 83(1986) POSITION- 44 30 54.     (N) 098 59 27.     (W)   SCALED
 PS0245* NAVD 88 ORTHO HEIGHT -   482.88  (+/-2cm)     1584.2   (feet) VERTCON3
 PS0245  ______________________________________________________________________
 PS0245  GEOID HEIGHT    -        -24.486 (meters)                     GEOID18
 PS0245  VERT ORDER      -  ? (See Below)
 PS0245
 PS0245.The horizontal coordinates were scaled from a map and have
 PS0245.an estimated accuracy of +/- 6 seconds.
 PS0245
 PS0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0245
 PS0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0245.GEOID18 height accuracy estimate available here.
 PS0245
 PS0245.The vertical order pertains to the NGVD 29 superseded value.
 PS0245
 PS0245.Click photographs - Photos may exist for this station.
 PS0245
 PS0245;                    North         East    Units  Estimated Accuracy
 PS0245;SPC SD N     -    76,250.      680,240.      MT  (+/- 180 meters Scaled)
 PS0245
 PS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ007290(NAD 83)
 PS0245
 PS0245                          SUPERSEDED SURVEY CONTROL
 PS0245
 PS0245  NGVD 29 (??/??/92)  482.546  (m)         1583.15   (f) ADJ UNCH       
 PS0245
 PS0245.Superseded values are not recommended for survey control.
 PS0245
 PS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0245.See file dsdata.pdf to determine how the superseded data were derived.
 PS0245
 PS0245_MARKER: R = RIVET
 PS0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0245_SP_SET: CONCRETE FOUNDATION
 PS0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0245
 PS0245  HISTORY     - Date     Condition        Report By
 PS0245  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0245  HISTORY     - 1934     GOOD             CGS
 PS0245  HISTORY     - 1940     GOOD             CGS
 PS0245  HISTORY     - 19941106 MARK NOT FOUND   NGS
 PS0245
 PS0245                          STATION DESCRIPTION
 PS0245
 PS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0245'AT MILLER.
 PS0245'AT MILLER, HAND COUNTY, ABOUT 1,900 FEET WEST OF THE CHICAGO
 PS0245'AND NORTH WESTERN RAILWAY PASSENGER STATION, AT THE WATER TANK,
 PS0245'IN THE TOP OF THE NORTH CORNER OF THE NORTHWEST CONCRETE
 PS0245'BLOCK FOUNDATION, 11.7 FEET SOUTH OF THE CENTER LINE OF THE
 PS0245'TRACK, AND ABOUT 1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 PS0245'STANDARD MONEL-METAL RIVET.
 PS0245
 PS0245                          STATION RECOVERY (1940)
 PS0245
 PS0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0245'RECOVERED IN GOOD CONDITION.
 PS0245
 PS0245                          STATION RECOVERY (1994)
 PS0245
 PS0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0245'THE WATER TANK AND FOOTING HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0351 ***********************************************************************
 PS0351  DESIGNATION -  WATER TOWER
 PS0351  PID         -  PS0351
 PS0351  STATE/COUNTY-  SD/HYDE
 PS0351  COUNTRY     -  US
 PS0351  USGS QUAD   -  HIGHMORE (2017)
 PS0351
 PS0351                         *CURRENT SURVEY CONTROL
 PS0351  ______________________________________________________________________
 PS0351* NAD 83(1986) POSITION- 44 31 17.3    (N) 099 26 32.2    (W)   HD_HELD2
 PS0351* NAVD 88 ORTHO HEIGHT -   575.827 (meters)     1889.19  (feet) ADJUSTED
 PS0351  ______________________________________________________________________
 PS0351  GEOID HEIGHT    -        -23.859 (meters)                     GEOID18
 PS0351  DYNAMIC HEIGHT  -        575.712 (meters)     1888.82  (feet) COMP
 PS0351  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 PS0351
 PS0351  VERT ORDER      -  SECOND    CLASS 0
 PS0351
 PS0351.The horizontal coordinates were established by autonomous hand held GPS
 PS0351.observations and have an estimated accuracy of +/- 10 meters.
 PS0351
 PS0351.The orthometric height was determined by differential leveling and
 PS0351.adjusted by the NATIONAL GEODETIC SURVEY
 PS0351.in June 1991.
 PS0351
 PS0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0351.GEOID18 height accuracy estimate available here.
 PS0351
 PS0351.Click photographs - Photos may exist for this station.
 PS0351
 PS0351.The dynamic height is computed by dividing the NAVD 88
 PS0351.geopotential number by the normal gravity value computed on the
 PS0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0351.degrees latitude (g = 980.6199 gals.).
 PS0351
 PS0351.The modeled gravity was interpolated from observed gravity values.
 PS0351
 PS0351;                    North         East    Units  Estimated Accuracy
 PS0351;SPC SD N     -    76,620.      644,338.      MT  (+/- 10 meters HH2 GPS)
 PS0351
 PS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6485229889(NAD 83)
 PS0351
 PS0351                          SUPERSEDED SURVEY CONTROL
 PS0351
 PS0351  NGVD 29 (??/??/92)  575.464  (m)         1888.00   (f) ADJ UNCH    2 0
 PS0351
 PS0351.Superseded values are not recommended for survey control.
 PS0351
 PS0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0351.See file dsdata.pdf to determine how the superseded data were derived.
 PS0351
 PS0351_MARKER: R = RIVET
 PS0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0351_SP_SET: FOUNDATION
 PS0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0351+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PS0351
 PS0351  HISTORY     - Date     Condition        Report By
 PS0351  HISTORY     - UNK      MONUMENTED       CNWRR
 PS0351  HISTORY     - 1943     GOOD             CGS
 PS0351  HISTORY     - 20080904 GOOD             GEOCAC
 PS0351
 PS0351                          STATION DESCRIPTION
 PS0351
 PS0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PS0351'AT HIGHMORE.
 PS0351'AT HIGHMORE, HYDE COUNTY, ABOUT 250 FEET WEST OF THE CHICAGO
 PS0351'AND NORTHWESTERN RAILWAY STATION, AT THE WATER TANK, UNDER THE
 PS0351'SPOUT, IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 PS0351'PORTION OF THE FOUNDATION, 8.6 FEET NORTH OF THE NORTH RAIL,
 PS0351'AND ABOUT 2.5 FEET HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL
 PS0351'RIVET.
 PS0351
 PS0351                          STATION RECOVERY (2008)
 PS0351
 PS0351'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 PS0351'THE STATION IS LOCATED ABOUT 200 FEET WEST OF THE POINT WHERE STATE
 PS0351'HIGHWAY 47 CROSSES AND EAST-WEST RAILROAD TRACK AT THE NORTH EDGE OF
 PS0351'THE TOWN OF HIGHMORE.  IT IS ABOUT 12 FEET SOUTH OF A SPUR TRACK, 8.6
 PS0351'FEET NORTH OF THE MAIN TRACK, AND IN THE TOP OF THE SOUTHWEST CORNER
 PS0351'OF THE SURVIVING CONCRETE FOUNDATION.  THE ORIGINAL WATER TANK HAS
 PS0351'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0838 ***********************************************************************
 PR0838  SACS        -  This is a Secondary Airport Control Station.
 PR0838  DESIGNATION -  WATERTOWN AIRPORT RESET
 PR0838  PID         -  PR0838
 PR0838  STATE/COUNTY-  SD/CODINGTON
 PR0838  COUNTRY     -  US
 PR0838  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0838
 PR0838                         *CURRENT SURVEY CONTROL
 PR0838  ______________________________________________________________________
 PR0838* NAD 83(1996) POSITION- 44 54 50.70899(N) 097 08 52.97449(W)   ADJUSTED
 PR0838* NAD 83(1996) ELLIP HT-   502.282 (meters)        (06/15/04)   ADJUSTED
 PR0838* NAVD 88 ORTHO HEIGHT -   527.41  (meters)     1730.3   (feet) GPS OBS
 PR0838  ______________________________________________________________________
 PR0838  NAVD 88 orthometric height was determined with an earlier geoid model
 PR0838  GEOID HEIGHT    -        -25.116 (meters)                     GEOID18
 PR0838  NAD 83(1996) X  -   -563,023.841 (meters)                     COMP
 PR0838  NAD 83(1996) Y  - -4,489,526.572 (meters)                     COMP
 PR0838  NAD 83(1996) Z  -  4,480,946.724 (meters)                     COMP
 PR0838  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 PR0838  HORZ ORDER      -  SECOND
 PR0838  ELLP ORDER      -  FOURTH    CLASS I
 PR0838
 PR0838.This mark is at Watertown Airport (ATY)
 PR0838
 PR0838.The horizontal coordinates were established by GPS observations
 PR0838.and adjusted by the National Geodetic Survey in January 1998.
 PR0838
 PR0838.The orthometric height was determined by GPS observations and a
 PR0838.high-resolution geoid model.
 PR0838
 PR0838.GPS derived orthometric heights for airport stations designated as
 PR0838.PACS or SACS are published to 2 decimal places.  This maintains
 PR0838.centimeter relative accuracy between the PACS and SACS.  It does
 PR0838.not indicate centimeter accuracy relative to other marks which are
 PR0838.part of the published vertical control network.
 PR0838
 PR0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0838.GEOID18 height accuracy estimate available here.
 PR0838
 PR0838.Click photographs - Photos may exist for this station.
 PR0838
 PR0838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR0838
 PR0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0838
 PR0838.The ellipsoidal height was determined by GPS observations
 PR0838.and is referenced to NAD 83.
 PR0838
 PR0838. The following values were computed from the NAD 83(1996) position.
 PR0838
 PR0838;                    North         East     Units Scale Factor Converg.
 PR0838;SPC SD N     -   124,061.623   825,143.505   MT  0.99994196   +2 01 06.4
 PR0838;SPC SD N     -   407,025.51  2,707,158.32   sFT  0.99994196   +2 01 06.4
 PR0838;UTM  14      - 4,975,074.798   646,180.192   MT  0.99986276   +1 18 28.1
 PR0838
 PR0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0838!SPC SD N     -   0.99992125  x   0.99994196  =   0.99986322
 PR0838!UTM  14      -   0.99992125  x   0.99986276  =   0.99978403
 PR0838
 PR0838:                Primary Azimuth Mark                     Grid Az
 PR0838:SPC SD N     -  WATERTOWN AIRPORT AZ MK 2                005 30 12.3
 PR0838:UTM  14      -  WATERTOWN AIRPORT AZ MK 2                006 12 50.6
 PR0838
 PR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4618075074(NAD 83)
 PR0838
 PR0838|---------------------------------------------------------------------|
 PR0838| PID    Reference Object                     Distance      Geod. Az  |
 PR0838|                                                           dddmmss.s |
 PR0838| CO7152 WATERTOWN AIRPORT RM 1               21.905 METERS 00030     |
 PR0838| AE5765 WATERTOWN AIRPORT AZ MK                            0065144.6 |
 PR0838| CO7155 WATERTOWN AIRPORT AZ MK 2                          0073118.7 |
 PR0838| CO7153 WATERTOWN AIRPORT RM 2               47.342 METERS 09107     |
 PR0838| CO7154 WATERTOWN AIRPORT RM 3               21.042 METERS 09313     |
 PR0838| PR0828 WATERTOWN LARGE MUN STANDPIPE       APPROX. 2.5 KM 1043903.5 |
 PR0838| PR0825 WATERTOWN SMALL MUN STANDPIPE       APPROX. 2.5 KM 1045437.0 |
 PR0838| PR0826 WATERTOWN MUN P AND L CO STK        APPROX. 3.4 KM 1150721.0 |
 PR0838| PR0820 WATERTOWN IMM CONC CATH CH          APPROX. 3.4 KM 1175317.6 |
 PR0838| PR0822 WATERTOWN STOKES BUILDING DOME      APPROX. 3.2 KM 1185101.9 |
 PR0838| PR0823 WATERTOWN FIRST CONG CH BELFRY      APPROX. 3.3 KM 1202353.6 |
 PR0838| PR0832 WATERTOWN CITY HALL CLOCK TWR       APPROX. 2.9 KM 1203939.7 |
 PR0838| PR0824 WATERTOWN FIRST BAP CH SPIRE        APPROX. 3.4 KM 1210356.0 |
 PR0838| PR0821 WATERTOWN TRINITY CH SPIRE          APPROX. 3.3 KM 1223215.8 |
 PR0838| PR0827 WATERTOWN PUB SERV PWR PLT STK      APPROX. 2.3 KM 1260313.5 |
 PR0838|---------------------------------------------------------------------|
 PR0838
 PR0838                          SUPERSEDED SURVEY CONTROL
 PR0838
 PR0838  ELLIP H (01/23/98)  502.279  (m)                       GP(       ) 4 1
 PR0838  NAD 83(1986)-  44 54 50.70575(N)    097 08 52.94683(W) AD(       ) 2
 PR0838  NAD 83(1986)-  44 54 50.70318(N)    097 08 52.95727(W) AD(       ) 1
 PR0838  NAD 27      -  44 54 50.83600(N)    097 08 51.68800(W) AD(       ) 1
 PR0838  NGVD 29 (01/19/94)  526.93   (m)  GEOID93  model used  GPS OBS        
 PR0838
 PR0838.Superseded values are not recommended for survey control.
 PR0838
 PR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0838.See file dsdata.pdf to determine how the superseded data were derived.
 PR0838
 PR0838_MARKER: DS = TRIANGULATION STATION DISK
 PR0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0838_STAMPING: WATERTOWN AIRPORT 1935 1966
 PR0838_MARK LOGO: CGS
 PR0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0838+STABILITY: SURFACE MOTION
 PR0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0838+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 PR0838
 PR0838  HISTORY     - Date     Condition        Report By
 PR0838  HISTORY     - 1966     MONUMENTED       CGS
 PR0838  HISTORY     - 1966     GOOD             CGS
 PR0838  HISTORY     - 1975     GOOD             NGS
 PR0838  HISTORY     - 1979     GOOD             NGS
 PR0838  HISTORY     - 1983     GOOD             NGS
 PR0838  HISTORY     - 19920615 GOOD             NGS
 PR0838  HISTORY     - 19921024 GOOD             NGS
 PR0838  HISTORY     - 19951018 GOOD             NGS
 PR0838  HISTORY     - 19951028 GOOD             NGS
 PR0838  HISTORY     - 20130227 GOOD             INDIV
 PR0838
 PR0838                          STATION DESCRIPTION
 PR0838
 PR0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR0838'THE SURFACE STATION MARK, R.M. NO. 2 AND THE AZIMUTH MARK HAD
 PR0838'BEEN DESTROYED.  THE UNDERGROUND MARK AND R.M. NO. 1 WERE
 PR0838'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE MARK WAS
 PR0838'SET BY PLUMBING OVER THE UNDERGROUND MARK THEN A NEW REFERENCE
 PR0838'MARK AND AZIMUTH MARK WERE ESTABLISHED.
 PR0838'
 PR0838'THE STATION CAN BE REACHED FROM THE NEW MUNICIPAL AIRPORT
 PR0838'TERMINAL BY GOING EAST AND SOUTH ALONG RUNWAYS FOR ABOUT 0.8
 PR0838'MILE TO AN OLD ROCK HANGAR AND STATION TO SOUTH.
 PR0838'
 PR0838'THE STATION IS 101.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 PR0838'ROCK HANGAR AND 77 FEET WEST OF THE WEST EDGE OF AN OLD ABANDONED
 PR0838'TAXI STRIP.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 PR0838'IS STAMPED WATERTOWN AIRPORT 1935 1966.
 PR0838'
 PR0838'R.M. NO. 1 IS NORTH OF THE STATION, 29.4 FEET SOUTH OF THE
 PR0838'SOUTHEAST CORNER OF THE HANGAR AND 1.5 FEET SOUTH OF THE
 PR0838'SOUTHEAST CORNER OF AN OLD FOUNDATION.  MARK PROJECTS 2 INCHES
 PR0838'AND THE DISK IS STAMPED WATERTOWN AIRPORT NO 1 1935.
 PR0838'
 PR0838'R.M. NO. 3 IS EAST OF THE STATION AND IS 8 FEET WEST OF THE WEST
 PR0838'EDGE OF AN OLD TAXI STRIP.  MARK FLUSH AND DISK IS STAMPED
 PR0838'WATERTOWN AIRPORT NO 3 1935 1966.
 PR0838'
 PR0838'THE AZIMUTH MARK IS 0.35 MILE NORTH-NORTHEAST OF THE STATION, 18
 PR0838'FEET WEST OF THE CENTERLINE OF AN OLD NORTH-SOUTH ROAD AND 15
 PR0838'FEET SOUTH OF THE CENTERLINE OF AN OLD EAST-WEST ROAD.  THE MARK
 PR0838'IS FLUSH AND THE DISK IS STAMPED WATERTOWN AIRPORT AZ 2 1935
 PR0838'1966.
 PR0838'
 PR0838'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 101.95
 PR0838'FEET 31.074 METERS.
 PR0838'
 PR0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERTOWN
 PR0838
 PR0838                          STATION RECOVERY (1966)
 PR0838
 PR0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 PR0838'RECOVERED IN GOOD CONDITION.
 PR0838
 PR0838                          STATION RECOVERY (1975)
 PR0838
 PR0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 PR0838'THE STATION MARK, RM 1, RM 3, AND THE AZIMUTH MARK WERE RECOVERED
 PR0838'IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY NOTE BY E.B. BROWN
 PR0838'IN 1966.
 PR0838'
 PR0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0838'2 MILES NORTH NORTHWEST OF WATERTOWN.
 PR0838
 PR0838                          STATION RECOVERY (1979)
 PR0838
 PR0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 PR0838'THE STATION AND RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 PR0838'DESCRIBED IN THE 1966 RECOVERY NOTE BY E.B. BROWN.
 PR0838'
 PR0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0838'AT WATERTOWN.
 PR0838
 PR0838                          STATION RECOVERY (1983)
 PR0838
 PR0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 PR0838'THE STATION, REFERENCE MARK ONE, AND REFERENCE MARK THREE WERE
 PR0838'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 PR0838'SEARCHED FOR.
 PR0838'
 PR0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERTOWN
 PR0838'MUNICIPAL AIRPORT.
 PR0838
 PR0838                          STATION RECOVERY (1992)
 PR0838
 PR0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR0838'THE STATION IS LOCATED AT THE WATERTOWN MUNICIPAL AIRPORT IN THE
 PR0838'VICINITY OF A STONE HANGAR LOCATED IN THE SE QUADRANT OF THE AIRPORT
 PR0838'AS DEFINED BY THE 2 INTERSECTING RUNWAYS.  THE STATION IS 113.4 FT
 PR0838'(34.6 M) NE OF THE 7TH TAXIWAY LIGHT NW OF RUNWAY END 30, 82.3 FT
 PR0838'(25.1 M) W OF THE W EDGE OF A PAVED ROAD, AND 81.5 FT (24.8 M) SE OF
 PR0838'THE SSE CORNER OF THE STONE HANGER.  THE DISK IS A CGS DISK SET IN THE
 PR0838'TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED
 PR0838'WATERTOWN AIRPORT 1935 RESET 1966.
 PR0838
 PR0838                          STATION RECOVERY (1992)
 PR0838
 PR0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR0838'RECOVERED IN GOOD CONDITION.
 PR0838
 PR0838                          STATION RECOVERY (1995)
 PR0838
 PR0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 PR0838'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF RAUVILLE,
 PR0838'4.0 MI (6.4 KM) NORTHWEST OF WATERTOWN AND AT THE WATERTOWN MUNICIPAL
 PR0838'AIRPORT.  OWNERSHIP--CITY OF WATERTOWN, PO BOX 91, WATERTOWN SD 57201.
 PR0838'AIRPORT MANAGER IS DARRELL DARLING, PHONE 605-882-6209.  TO REACH THE
 PR0838'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 81 AND 212 IN
 PR0838'WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 1.1 MI (1.8 KM) TO AN
 PR0838'INTERSECTION AND STATE HIGHWAY 20 ON THE RIGHT.  TURN RIGHT AND GO
 PR0838'NORTH THEN NORTHWESTERLY FOLLOWING STATE HIGHWAY 20 FOR 3.1 MI (5.0
 PR0838'KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON AIRPORT DRIVE
 PR0838'FOR 0.35 MI (0.56 KM) TO A FORK.  BEAR LEFT AND GO SOUTHWESTERLY ON
 PR0838'EAST AIRPORT DRIVE FOR 0.2 MI (0.3 KM) TO A GATE AND A PAVED ROAD
 PR0838'LEFT.  TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR 0.05 MI (0.08
 PR0838'KM) TO THE SOUTHEAST SIDE OF THE FIRE STATION AND A GATE ON THE RIGHT.
 PR0838'TURN RIGHT, PASS THROUGH GATE AND GO SOUTHWEST ON THE APRON FOR 0.15
 PR0838'MI (0.24 KM) TO A PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHEAST ON
 PR0838'PARALLEL TAXIWAY D FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF RUNWAY
 PR0838'17/35.  CONTINUE AHEAD CROSSING THE RUNWAY AND GO SOUTHEAST ON THE
 PR0838'PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION, IN LINE WITH THE
 PR0838'EAST WALL OF A ROCK HANGAR ON THE LEFT.  THE STATION IS 146.8 FT (44.7
 PR0838'M) NORTH-NORTHEAST OF THE PARALLEL TAXIWAY CENTER, 118.5 FT (36.1 M)
 PR0838'WEST OF THE OLD TAXIWAY CENTER, 112.8 FT (34.4 M) NORTHEAST OF A
 PR0838'TAXIWAY LIGHT, 101.2 FT (30.8 M) SOUTH OF THE SOUTHEAST CORNER OF A
 PR0838'ROCK HANGAR, 82.9 FT (25.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PR0838'ROCK ADMINISTRATION ADDITION OF THE ROCK HANGAR AND 1.1 FT (0.3 M)
 PR0838'EAST OF A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 PR0838
 PR0838                          STATION RECOVERY (1995)
 PR0838
 PR0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR0838'1.8 KM (1.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR0838'U.S. HIGHWAY 81 IN WATERTOWN, THENCE 4.9 KM (3.05 MI) NORTHWESTERLY
 PR0838'ALONG STATE HIGHWAY 20, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG
 PR0838'AIRLINE DRIVE, 30.8 M (101.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 PR0838'STONE HANGAR, 25.3 M (83.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 PR0838'THE HANGER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR0838'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF WATERTOWN. FOR
 PR0838'PERMISSION TO GAIN ACCESS TO THE MONUMENT, CONTACT-DARRELL DARLING, RR
 PR0838'7, BOX 13, WATERTOWN, SD 57201.
 PR0838
 PR0838                          STATION RECOVERY (2013)
 PR0838
 PR0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BKK)
 PR0838'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1180 ***********************************************************************
 PR1180  DESIGNATION -  WATERTOWN CBL 0
 PR1180  PID         -  PR1180
 PR1180  STATE/COUNTY-  SD/CODINGTON
 PR1180  COUNTRY     -  US
 PR1180  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1180
 PR1180                         *CURRENT SURVEY CONTROL
 PR1180  ______________________________________________________________________
 PR1180* NAD 83(1986) POSITION- 44 53 27.     (N) 097 11 18.     (W)   SCALED
 PR1180* NAVD 88 ORTHO HEIGHT -   531.187 (meters)     1742.74  (feet) ADJUSTED
 PR1180  ______________________________________________________________________
 PR1180  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 PR1180  DYNAMIC HEIGHT  -        531.108 (meters)     1742.48  (feet) COMP
 PR1180  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 PR1180
 PR1180  VERT ORDER      -  FIRST     CLASS II
 PR1180
 PR1180.The horizontal coordinates were scaled from a map and have
 PR1180.an estimated accuracy of +/- 6 seconds.
 PR1180
 PR1180.The orthometric height was determined by differential leveling and
 PR1180.adjusted by the NATIONAL GEODETIC SURVEY
 PR1180.in July 1998.
 PR1180
 PR1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1180.GEOID18 height accuracy estimate available here.
 PR1180
 PR1180.Click photographs - Photos may exist for this station.
 PR1180
 PR1180.The dynamic height is computed by dividing the NAVD 88
 PR1180.geopotential number by the normal gravity value computed on the
 PR1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1180.degrees latitude (g = 980.6199 gals.).
 PR1180
 PR1180.The modeled gravity was interpolated from observed gravity values.
 PR1180
 PR1180;                    North         East    Units  Estimated Accuracy
 PR1180;SPC SD N     -   121,370.      822,050.      MT  (+/- 180 meters Scaled)
 PR1180
 PR1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ430724(NAD 83)
 PR1180
 PR1180                          SUPERSEDED SURVEY CONTROL
 PR1180
 PR1180.No superseded survey control is available for this station.
 PR1180
 PR1180_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1180_STAMPING: 0
 PR1180_MARK LOGO: NGS
 PR1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1180+STABILITY: SURFACE MOTION
 PR1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1180+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1180
 PR1180  HISTORY     - Date     Condition        Report By
 PR1180  HISTORY     - 1976     MONUMENTED       SDDT
 PR1180  HISTORY     - 19900628 GOOD             NGS
 PR1180  HISTORY     - 19950925 GOOD             NGS
 PR1180  HISTORY     - 19961011 GOOD             CHANCE
 PR1180
 PR1180                          STATION DESCRIPTION
 PR1180
 PR1180'DESCRIBED BY SD DEPT OF TRANSP 1976
 PR1180'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 PR1180'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 PR1180'
 PR1180'THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF WATERTOWN, AND
 PR1180'LIES APPROXIMATELY PARALLEL TO AND ALONG THE NORTH SIDE OF U.S.
 PR1180'HIGHWAY 212.
 PR1180'
 PR1180'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 81
 PR1180'AND 212 ON THE SOUTH SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212
 PR1180'FOR 6.2 KM (3.85 MI) TO THE INTERSECTION OF COUNTY HIGHWAY 15 ON THE
 PR1180'RIGHT, AND THE 0-METER POINT ON THE RIGHT, IN THE NORTHWEST CORNER OF
 PR1180'THE INTERSECTION.
 PR1180'
 PR1180'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 PR1180'END. IT CONSISTS OF THE 0, 150, 803, AND 1398-METER POINTS. THERE ARE
 PR1180'ALSO TWO POINTS FOR THE CALIBRATION OF 100-FOOT TAPES SET IN THE FENCE
 PR1180'LINE, BETWEEN THE 0 AND 150-METER POINTS.
 PR1180'
 PR1180'THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--
 PR1180'0 --, SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE PO RECESSED
 PR1180'5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 27.6 M (90.6 FT)
 PR1180'NORTH OF THE CENTERLINE OF THE HIGHWAY 212 WESTBOUND LANES, 15.1 M
 PR1180'(49.5 FT) WEST OF THE CENTERLINE OF HIGHWAY 15, 5.5 M (18.0 FT)
 PR1180'SOUTHWEST OF A BARBED WIRE FENCE CORNER POST, 5.1 M (16.7 FT)
 PR1180'SOUTHWEST OF A METAL WITNESS POST, 5.1 M (16.7 FT) SOUTH OF A BARBED
 PR1180'WIRE FENCE, 5.0 M (16.4 FT) SOUTHWEST OF A REFERENCE MARK, AND 4.3 M
 PR1180'(14.1 FT) SOUTHEAST OF A GREEN JUNCTION BOX.
 PR1180
 PR1180                          STATION RECOVERY (1990)
 PR1180
 PR1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PR1180'MARK IS COMPONENT OF THE WATERTOWN CALIBRATION BASE LINE LOCATED ABOUT
 PR1180'6.4 KM (3.98 MI) WEST OF WATERTOWN, ALONG THE NORTH SIDE OF U.S.
 PR1180'HIGHWAY 212 IN SECTION 33 T 117 N R 53 W (WATERTOWN WEST 7.5 MIN
 PR1180'QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PR1180'
 PR1180'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 212 ON THE SOUTH
 PR1180'SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 6.2 KM (3.85 MI)
 PR1180'TO THE INTERSECTION OF COUNTY ROAD 15 ON THE RIGHT.  THE MARK IS IN
 PR1180'THE NORTHWEST CORNER OF THIS INTERSECTION.
 PR1180'
 PR1180'IT IS SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST
 PR1180'RECESSED 5 CM (2 IN) BELOW GROUND SURFACE, 27.6 M (90.55 FT) NORTH OF
 PR1180'THE CENTERLINE OF WESTBOUND LANES OF HIGHWAY 212, 15.1 M (49.54 FT)
 PR1180'WEST OF THE CENTERLINE OF COUNTY ROAD 15, 5.5 M (18.04 FT) SOUTHWEST
 PR1180'OF A BARBED WIRE FENCE CORNER POST, 5.1 M (16.73 FT) SOUTHWEST OF A
 PR1180'METAL WITNESS POST, 5.1 M (16.73 FT) SOUTH OF A BARBED WIRE FENCE,
 PR1180'5.0 M (16.40 FT) SOUTHWEST OF A REFERENCE MARK, AND 4.3 M (14.11 FT)
 PR1180'SOUTHEAST OF A GREEN JUNCTION BOX.
 PR1180'
 PR1180'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PR1180'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PR1180'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.  OR CONTACT MR. ARDELL
 PR1180'AASON, C/O AASON ENGINEERING, 1311 9TH AVENUE SOUTHWEST, WATERTOWN,
 PR1180'SOUTH DAKOTA 57201.  TELEPHONE 605-882-2371.
 PR1180
 PR1180                          STATION RECOVERY (1995)
 PR1180
 PR1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1180'6.2 KM (3.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1180'U.S. HIGHWAY 81 IN WATERTOWN, 27.6 M (90.6 FT) NORTH OF THE CENTERLINE
 PR1180'OF THE WESTBOUND LANES OF THE HIGHWAY, 5.7 M (18.7 FT) SOUTHWEST OF A
 PR1180'FENCE CORNER, 5.0 M (16.4 FT) SOUTH OF A REFERENCE MARK, A WITNESS
 PR1180'POST AND A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 PR1180'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR1180
 PR1180                          STATION RECOVERY (1996)
 PR1180
 PR1180'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1180'6.2 KM (3.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1180'U.S. HIGHWAY 81 IN WATERTOWN, 403.0 M (1322.2 FT) EAST OF MILEPOST
 PR1180'373, 27.6 M (90.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 PR1180'OF THE HIGHWAY, 5.7 M (18.7 FT) SOUTHWEST OF A FENCE CORNER, 5.0 M
 PR1180'(16.4 FT) SOUTH OF A REFERENCE MARK, A WITNESS POST AND A FENCE, 0.6 M
 PR1180'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 PR1180'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1184 ***********************************************************************
 PR1184  DESIGNATION -  WATERTOWN CBL 0 AUXILIARY
 PR1184  PID         -  PR1184
 PR1184  STATE/COUNTY-  SD/CODINGTON
 PR1184  COUNTRY     -  US
 PR1184  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1184
 PR1184                         *CURRENT SURVEY CONTROL
 PR1184  ______________________________________________________________________
 PR1184* NAD 83(1986) POSITION- 44 53 27.     (N) 097 11 21.     (W)   SCALED
 PR1184* NAVD 88 ORTHO HEIGHT -   532.328 (meters)     1746.48  (feet) ADJUSTED
 PR1184  ______________________________________________________________________
 PR1184  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 PR1184  DYNAMIC HEIGHT  -        532.249 (meters)     1746.22  (feet) COMP
 PR1184  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 PR1184
 PR1184  VERT ORDER      -  FIRST     CLASS II
 PR1184
 PR1184.The horizontal coordinates were scaled from a map and have
 PR1184.an estimated accuracy of +/- 6 seconds.
 PR1184
 PR1184.The orthometric height was determined by differential leveling and
 PR1184.adjusted by the NATIONAL GEODETIC SURVEY
 PR1184.in July 1998.
 PR1184
 PR1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1184.GEOID18 height accuracy estimate available here.
 PR1184
 PR1184.Click photographs - Photos may exist for this station.
 PR1184
 PR1184.The dynamic height is computed by dividing the NAVD 88
 PR1184.geopotential number by the normal gravity value computed on the
 PR1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1184.degrees latitude (g = 980.6199 gals.).
 PR1184
 PR1184.The modeled gravity was interpolated from observed gravity values.
 PR1184
 PR1184;                    North         East    Units  Estimated Accuracy
 PR1184;SPC SD N     -   121,370.      821,990.      MT  (+/- 180 meters Scaled)
 PR1184
 PR1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ429724(NAD 83)
 PR1184
 PR1184                          SUPERSEDED SURVEY CONTROL
 PR1184
 PR1184.No superseded survey control is available for this station.
 PR1184
 PR1184_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1184_STAMPING: 0 FT
 PR1184_MARK LOGO: NGS
 PR1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1184+STABILITY: SURFACE MOTION
 PR1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1184+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1184
 PR1184  HISTORY     - Date     Condition        Report By
 PR1184  HISTORY     - 1976     MONUMENTED       SDDT
 PR1184  HISTORY     - 19900628 GOOD             NGS
 PR1184  HISTORY     - 19950925 GOOD             NGS
 PR1184  HISTORY     - 19961011 GOOD             CHANCE
 PR1184
 PR1184                          STATION DESCRIPTION
 PR1184
 PR1184'DESCRIBED BY SD DEPT OF TRANSP 1976
 PR1184'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 PR1184'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 PR1184'
 PR1184'THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF WATERTOWN, AND
 PR1184'LIES APPROXIMATELY PARALLEL TO AND ALONG THE NORTH SIDE OF U.S.
 PR1184'HIGHWAY 212.
 PR1184'
 PR1184'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 81
 PR1184'AND 212 ON THE SOUTH SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212
 PR1184'FOR 6.2 KM (3.85 MI) TO THE INTERSECTION OF COUNTY HIGHWAY 15 ON THE
 PR1184'RIGHT, AND THE 0-METER POINT ON THE RIGHT, IN THE NORTHWEST CORNER OF
 PR1184'THE INTERSECTION.
 PR1184'
 PR1184'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 PR1184'END. IT CONSISTS OF THE 0, 150, 803, AND 1398-METER POINTS. THERE ARE
 PR1184'ALSO TWO POINTS FOR THE CALIBRATION OF 100-FOOT TAPES SET IN THE FENCE
 PR1184'LINE, BETWEEN THE 0 AND 150-METER POINTS.
 PR1184'
 PR1184'THE 0-FOOT POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--0
 PR1184'FT--, SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST
 PR1184'PROJECTING 51 CM (20 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 32.7 M
 PR1184'(107.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY 212 WESTBOUND LANES,
 PR1184'0.6 M (2.0 FT) WEST OF A METAL WITNESS POST, AND 0.2 M (0.7 FT) SOUTH
 PR1184'OF A BARBED WIRE FENCE.
 PR1184
 PR1184                          STATION RECOVERY (1990)
 PR1184
 PR1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PR1184'MARK IS COMPONENT OF THE WATERTOWN CALIBRATION BASE LINE LOCATED ABOUT
 PR1184'6.4 KM (3.98 MI) WEST OF WATERTOWN, ALONG THE NORTH SIDE OF U.S.
 PR1184'HIGHWAY 212 IN SECTION 33 T 117 N R 53 W (WATERTOWN WEST 7.5 MIN
 PR1184'QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PR1184'
 PR1184'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 212 ON THE SOUTH
 PR1184'SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 6.2 KM (3.85 MI)
 PR1184'TO THE INTERSECTION OF COUNTY ROAD 15 ON THE RIGHT.  CONTINUE WEST FOR
 PR1184'75.2 M (246.72 FT) TO THE MARK ON THE RIGHT.
 PR1184'
 PR1184'MARK IS SET IN TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST
 PR1184'PROJECTING 51 CM (20 IN) ABOVE GROUND SURFACE.  IT IS 32.7 M
 PR1184'(107.28 FT) NORTH OF THE CENTERLINE OF WESTBOUND LANES OF HIGHWAY
 PR1184'212, 30.48 M (100.00 FT) WEST OF NGS STATION WATERTOWN CBL 100,
 PR1184'0.6 M (1.97 FT) WEST OF A METAL WITNESS POST, AND
 PR1184'0.2 M (0.66 FT) SOUTH OF A BARBED WIRE FENCE.
 PR1184'
 PR1184'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PR1184'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PR1184'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.  OR CONTACT MR. ARDELL
 PR1184'AASON, C/O AASON ENGINEERING, 1311 9TH AVENUE SOUTHWEST, WATERTOWN,
 PR1184'SOUTH DAKOTA 57201.  TELEPHONE 605-882-2371.
 PR1184
 PR1184                          STATION RECOVERY (1995)
 PR1184
 PR1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1184'6.3 KM (3.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1184'U.S. HIGHWAY 81 IN WATERTOWN, 32.7 M (107.3 FT) NORTH OF THE
 PR1184'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 18.6 M (61.0 FT)
 PR1184'NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 0.6 M (2.0
 PR1184'FT) WEST OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PR1184'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS
 PR1184'0.06 M (0.20 FT) ABOVE THE GROUND SURFACE.
 PR1184
 PR1184                          STATION RECOVERY (1996)
 PR1184
 PR1184'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1184'6.3 KM (3.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1184'U.S. HIGHWAY 81 IN WATERTOWN, 342.0 M (1122.0 FT) EAST OF MILEPOST
 PR1184'373, 32.7 M (107.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 PR1184'OF THE HIGHWAY, 18.6 M (61.0 FT) NORTHWEST OF THE NORTH END OF A
 PR1184'CULVERT UNDER THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST, 0.5
 PR1184'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 PR1184'FENCE, AND THE MONUMENT PROJECTS 0.6 M (2.0 FT) ABOVE THE GROUND
 PR1184'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1185 ***********************************************************************
 PR1185  DESIGNATION -  WATERTOWN CBL 100
 PR1185  PID         -  PR1185
 PR1185  STATE/COUNTY-  SD/CODINGTON
 PR1185  COUNTRY     -  US
 PR1185  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1185
 PR1185                         *CURRENT SURVEY CONTROL
 PR1185  ______________________________________________________________________
 PR1185* NAD 83(1986) POSITION- 44 53 27.     (N) 097 11 19.     (W)   SCALED
 PR1185* NAVD 88 ORTHO HEIGHT -   531.978 (meters)     1745.33  (feet) ADJUSTED
 PR1185  ______________________________________________________________________
 PR1185  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 PR1185  DYNAMIC HEIGHT  -        531.900 (meters)     1745.08  (feet) COMP
 PR1185  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 PR1185
 PR1185  VERT ORDER      -  FIRST     CLASS II
 PR1185
 PR1185.The horizontal coordinates were scaled from a map and have
 PR1185.an estimated accuracy of +/- 6 seconds.
 PR1185
 PR1185.The orthometric height was determined by differential leveling and
 PR1185.adjusted by the NATIONAL GEODETIC SURVEY
 PR1185.in July 1998.
 PR1185
 PR1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1185.GEOID18 height accuracy estimate available here.
 PR1185
 PR1185.Click photographs - Photos may exist for this station.
 PR1185
 PR1185.The dynamic height is computed by dividing the NAVD 88
 PR1185.geopotential number by the normal gravity value computed on the
 PR1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1185.degrees latitude (g = 980.6199 gals.).
 PR1185
 PR1185.The modeled gravity was interpolated from observed gravity values.
 PR1185
 PR1185;                    North         East    Units  Estimated Accuracy
 PR1185;SPC SD N     -   121,370.      822,030.      MT  (+/- 180 meters Scaled)
 PR1185
 PR1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ430724(NAD 83)
 PR1185
 PR1185                          SUPERSEDED SURVEY CONTROL
 PR1185
 PR1185.No superseded survey control is available for this station.
 PR1185
 PR1185_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1185_STAMPING: 100 FT
 PR1185_MARK LOGO: NGS
 PR1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1185+STABILITY: SURFACE MOTION
 PR1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1185+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1185
 PR1185  HISTORY     - Date     Condition        Report By
 PR1185  HISTORY     - 1976     MONUMENTED       SDDT
 PR1185  HISTORY     - 19900628 GOOD             NGS
 PR1185  HISTORY     - 19950925 GOOD             NGS
 PR1185  HISTORY     - 19961011 GOOD             CHANCE
 PR1185
 PR1185                          STATION DESCRIPTION
 PR1185
 PR1185'DESCRIBED BY SD DEPT OF TRANSP 1976
 PR1185'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 PR1185'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 PR1185'
 PR1185'THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF WATERTOWN, AND
 PR1185'LIES APPROXIMATELY PARALLEL TO AND ALONG THE NORTH SIDE OF U.S.
 PR1185'HIGHWAY 212.
 PR1185'
 PR1185'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 81
 PR1185'AND 212 ON THE SOUTH SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212
 PR1185'FOR 6.2 KM (3.85 MI) TO THE INTERSECTION OF COUNTY HIGHWAY 15 ON THE
 PR1185'RIGHT, AND THE 0-METER POINT ON THE RIGHT, IN THE NORTHWEST CORNER OF
 PR1185'THE INTERSECTION.
 PR1185'
 PR1185'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 PR1185'END. IT CONSISTS OF THE 0, 150, 803, AND 1398-METER POINTS. THERE ARE
 PR1185'ALSO TWO POINTS FOR THE CALIBRATION OF 100-FOOT TAPES SET IN THE FENCE
 PR1185'LINE, BETWEEN THE 0 AND 150-METER POINTS.
 PR1185'
 PR1185'THE 100-FOOT POINT IS AN NGS HORIZONTAL CONTROL DISK (WITHOUT
 PR1185'TRIANGLE) STAMPED--100 FT--, SET IN THE TOP OF A 28 CM (11 IN)
 PR1185'DIAMETER CONCRETE POST PROJECTING 23 CM (9 IN) ABOVE THE SURFACE OF
 PR1185'THE GROUND. IT IS 32.6 M (107.0 FT) NORTH OF THE CENTERLINE OF THE
 PR1185'HIGHWAY 212 WESTBOUND LANES, 30.5 M (100.0 FT) EAST OF THE 0-FOOT
 PR1185'POINT, 30.0 M (98.4 FT) WEST-NORTHWEST OF THE 0-METER POINT, 0.5 M
 PR1185'(1.6 FT) WEST OF A METAL WITNESS POST, AND 0.2 M (0.7 FT) SOUTH OF A
 PR1185'BARBED WIRE FENCE.
 PR1185'
 PR1185'THE 100-FOOT BASE LINE WAS MEASURED BY EDMI METHOD AND FOUND TO BE
 PR1185'100.00 FEET (30.48 M) FROM THE 0-FOOT POINT.
 PR1185'
 PR1185'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 PR1185'ELEVATIONS ARE FOR CBL USE ONLY.
 PR1185'
 PR1185'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 PR1185'SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION
 PR1185'CONTACT THE SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION, ROADWAY DESIGN,
 PR1185'700 BROADWAY AVENUE EAST, PIERRE, SOUTH DAKOTA  57501. TELEPHONE (605)
 PR1185'773-3433. OR CONTACT MR. ARDELL AASON, AASON ENGINEERING, 1311 9TH
 PR1185'AVENUE SOUTHWEST, WATERTOWN, SOUTH DAKOTA 57201. TELEPHONE (605)
 PR1185'882-2371.
 PR1185
 PR1185                          STATION RECOVERY (1990)
 PR1185
 PR1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PR1185'MARK IS COMPONENT OF THE WATERTOWN CALIBRATION BASE LINE LOCATED ABOUT
 PR1185'6.4 KM (3.98 MI) WEST OF WATERTOWN, ALONG THE NORTH SIDE OF U.S.
 PR1185'HIGHWAY 212 IN SECTION 33 T 117 N R 53 W (WATERTOWN WEST 7.5 MIN
 PR1185'QUAD).  NOTE - THE TRIANGLE HAS BEEN GROUND OFF THIS HORIZONTAL
 PR1185'CONTROL DISK.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PR1185'
 PR1185'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 212 ON THE SOUTH
 PR1185'SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 6.2 KM (3.85 MI)
 PR1185'TO THE INTERSECTION OF COUNTY ROAD 15 ON THE RIGHT.  CONTINUE WEST FOR
 PR1185'44.7 M (146.65 FT) TO THE MARK ON THE RIGHT.
 PR1185'
 PR1185'THE MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST
 PR1185'PROJECTING 23 CM (9 IN) ABOVE GROUND SURFACE.  IT IS 32.6 M
 PR1185'(106.96 FT) NORTH OF THE CENTERLINE OF WESTBOUND LANES OF HIGHWAY
 PR1185'212, 30.0 M (98.42 FT) WEST-NORTHWEST OF NGS STATION WATERTOWN CBL 0,
 PR1185'0.5 M (1.64 FT) WEST OF A METAL WITNESS POST, AND 0.2
 PR1185'M (0.66 FT) SOUTH OF A BARBED WIRE FENCE.
 PR1185'
 PR1185'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PR1185'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PR1185'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.  OR CONTACT MR. ARDELL
 PR1185'AASON, C/O AASON ENGINEERING, 1311 9TH AVENUE SOUTHWEST, WATERTOWN,
 PR1185'SOUTH DAKOTA 57201.  TELEPHONE 605-882-2371.
 PR1185
 PR1185                          STATION RECOVERY (1995)
 PR1185
 PR1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1185'6.2 KM (3.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1185'U.S. HIGHWAY 81 IN WATERTOWN, 32.7 M (107.3 FT) NORTH OF THE
 PR1185'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 PR1185'SOUTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE
 PR1185'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 PR1185
 PR1185                          STATION RECOVERY (1996)
 PR1185
 PR1185'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1185'6.2 KM (3.85 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1185'U.S. HIGHWAY 81 IN WATERTOWN, 373.0 M (1223.8 FT) EAST OF MILEPOST
 PR1185'373, 32.7 M (107.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 PR1185'OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, 0.2 M (0.7
 PR1185'FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 PR1185'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1183 ***********************************************************************
 PR1183  DESIGNATION -  WATERTOWN CBL 1398
 PR1183  PID         -  PR1183
 PR1183  STATE/COUNTY-  SD/CODINGTON
 PR1183  COUNTRY     -  US
 PR1183  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1183
 PR1183                         *CURRENT SURVEY CONTROL
 PR1183  ______________________________________________________________________
 PR1183* NAD 83(1986) POSITION- 44 53 27.     (N) 097 12 23.     (W)   SCALED
 PR1183* NAVD 88 ORTHO HEIGHT -   537.102 (meters)     1762.14  (feet) ADJUSTED
 PR1183  ______________________________________________________________________
 PR1183  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 PR1183  DYNAMIC HEIGHT  -        537.024 (meters)     1761.89  (feet) COMP
 PR1183  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 PR1183
 PR1183  VERT ORDER      -  FIRST     CLASS II
 PR1183
 PR1183.The horizontal coordinates were scaled from a map and have
 PR1183.an estimated accuracy of +/- 6 seconds.
 PR1183
 PR1183.The orthometric height was determined by differential leveling and
 PR1183.adjusted by the NATIONAL GEODETIC SURVEY
 PR1183.in July 1998.
 PR1183
 PR1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1183.GEOID18 height accuracy estimate available here.
 PR1183
 PR1183.Click photographs - Photos may exist for this station.
 PR1183
 PR1183.The dynamic height is computed by dividing the NAVD 88
 PR1183.geopotential number by the normal gravity value computed on the
 PR1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1183.degrees latitude (g = 980.6199 gals.).
 PR1183
 PR1183.The modeled gravity was interpolated from observed gravity values.
 PR1183
 PR1183;                    North         East    Units  Estimated Accuracy
 PR1183;SPC SD N     -   121,320.      820,630.      MT  (+/- 180 meters Scaled)
 PR1183
 PR1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ416723(NAD 83)
 PR1183
 PR1183                          SUPERSEDED SURVEY CONTROL
 PR1183
 PR1183.No superseded survey control is available for this station.
 PR1183
 PR1183_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1183_STAMPING: 1398
 PR1183_MARK LOGO: NGS
 PR1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1183+STABILITY: SURFACE MOTION
 PR1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1183+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1183
 PR1183  HISTORY     - Date     Condition        Report By
 PR1183  HISTORY     - 1976     MONUMENTED       SDDT
 PR1183  HISTORY     - 19900628 GOOD             NGS
 PR1183  HISTORY     - 19950925 GOOD             NGS
 PR1183  HISTORY     - 19961011 GOOD             CHANCE
 PR1183
 PR1183                          STATION DESCRIPTION
 PR1183
 PR1183'DESCRIBED BY SD DEPT OF TRANSP 1976
 PR1183'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 PR1183'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 PR1183'
 PR1183'THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF WATERTOWN, AND
 PR1183'LIES APPROXIMATELY PARALLEL TO AND ALONG THE NORTH SIDE OF U.S.
 PR1183'HIGHWAY 212.
 PR1183'
 PR1183'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 81
 PR1183'AND 212 ON THE SOUTH SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212
 PR1183'FOR 6.2 KM (3.85 MI) TO THE INTERSECTION OF COUNTY HIGHWAY 15 ON THE
 PR1183'RIGHT, AND THE 0-METER POINT ON THE RIGHT, IN THE NORTHWEST CORNER OF
 PR1183'THE INTERSECTION.
 PR1183'
 PR1183'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 PR1183'END. IT CONSISTS OF THE 0, 150, 803, AND 1398-METER POINTS. THERE ARE
 PR1183'ALSO TWO POINTS FOR THE CALIBRATION OF 100-FOOT TAPES SET IN THE FENCE
 PR1183'LINE, BETWEEN THE 0 AND 150-METER POINTS.
 PR1183'
 PR1183'THE 1398-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PR1183'STAMPED--1398--, SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE
 PR1183'POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 27.8 M (91.2 FT)
 PR1183'NORTH OF THE CENTERLINE OF THE HIGHWAY 212 WESTBOUND LANES, 16.5 M
 PR1183'(54.1 FT) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 7.5 M (24.6 FT)
 PR1183'SOUTHWEST OF A METAL WITNESS POST, 7.2 M (23.6 FT) SOUTHWEST OF A
 PR1183'REFERENCE MARK, 5.7 M (18.7 FT) SOUTH OF A TELEPHONE JUNCTION BOX, AND
 PR1183'5.7 M (18.7 FT) SOUTH OF A POWERLINE POLE.
 PR1183
 PR1183                          STATION RECOVERY (1990)
 PR1183
 PR1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PR1183'MARK IS COMPONENT OF THE WATERTOWN CALIBRATION BASE LINE LOCATED ABOUT
 PR1183'6.4 KM (3.98 MI) WEST OF WATERTOWN, ALONG THE NORTH SIDE OF U.S.
 PR1183'HIGHWAY 212 IN SECTION 33 T 117 N R 53 W (WATERTOWN WEST 7.5 MIN
 PR1183'QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PR1183'
 PR1183'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 212 ON THE SOUTH
 PR1183'SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 6.2 KM (3.85 MI)
 PR1183'TO THE INTERSECTION OF COUNTY ROAD 15 ON THE RIGHT.  CONTINUE WEST FOR
 PR1183'1.41 KM (0.88 MI) TO THE MARK ON THE RIGHT.
 PR1183'
 PR1183'MARK IS SET IN TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH
 PR1183'WITH THE GROUND.  IT IS 27.8 M (91.21 FT) NORTH OF THE CENTERLINE OF
 PR1183'WESTBOUND LANES OF HIGHWAY 212, 16.5 M (54.13 FT) SOUTH OF THE
 PR1183'CENTERLINE OF A GRAVEL ROAD, 7.5 M (24.61 FT) SOUTHWEST OF A METAL
 PR1183'WITNESS POST, 7.2 M (23.62 FT) SOUTHWEST OF A REFERENCE MARK, 5.7 M
 PR1183'(18.70 FT) SOUTH OF A TELEPHONE JUNCTION BOX, AND 5.7 M (18.70 FT)
 PR1183'SOUTH OF A POWERLINE POLE.
 PR1183'
 PR1183'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PR1183'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PR1183'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.  OR CONTACT MR. ARDELL
 PR1183'AASON, C/O AASON ENGINEERING, 1311 9TH AVENUE SOUTHWEST, WATERTOWN,
 PR1183'SOUTH DAKOTA 57201.  TELEPHONE 605-882-2371.
 PR1183
 PR1183                          STATION RECOVERY (1995)
 PR1183
 PR1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1183'7.6 KM (4.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1183'U.S. HIGHWAY 81 IN WATERTOWN, 622.0 M (2040.7 FT) EAST OF MILEPOST
 PR1183'372, 27.5 M (90.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 PR1183'OF THE HIGHWAY, 16.0 M (52.5 FT) SOUTH OF THE CENTER OF A GRAVELED
 PR1183'ROAD, 5.8 M (19.0 FT) SOUTH OF A WITNESS POST AND REFERENCE MARK, 1.0
 PR1183'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 PR1183'WITH THE GROUND SURFACE.
 PR1183
 PR1183                          STATION RECOVERY (1996)
 PR1183
 PR1183'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1183'7.6 KM (4.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1183'U.S. HIGHWAY 81 IN WATERTOWN, 613.0 M (2011.2 FT) EAST OF MILEPOST
 PR1183'372, 27.5 M (90.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 PR1183'OF THE HIGHWAY, 16.0 M (52.5 FT) SOUTH OF THE CENTER OF A GRAVELED
 PR1183'ROAD, 5.8 M (19.0 FT) SOUTHWEST OF A WITNESS POST AND A REFERENCE
 PR1183'MARK, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PR1183'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1181 ***********************************************************************
 PR1181  DESIGNATION -  WATERTOWN CBL 150
 PR1181  PID         -  PR1181
 PR1181  STATE/COUNTY-  SD/CODINGTON
 PR1181  COUNTRY     -  US
 PR1181  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1181
 PR1181                         *CURRENT SURVEY CONTROL
 PR1181  ______________________________________________________________________
 PR1181* NAD 83(1986) POSITION- 44 53 27.     (N) 097 11 25.     (W)   SCALED
 PR1181* NAVD 88 ORTHO HEIGHT -   530.833 (meters)     1741.57  (feet) ADJUSTED
 PR1181  ______________________________________________________________________
 PR1181  GEOID HEIGHT    -        -25.074 (meters)                     GEOID18
 PR1181  DYNAMIC HEIGHT  -        530.754 (meters)     1741.32  (feet) COMP
 PR1181  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 PR1181
 PR1181  VERT ORDER      -  FIRST     CLASS II
 PR1181
 PR1181.The horizontal coordinates were scaled from a map and have
 PR1181.an estimated accuracy of +/- 6 seconds.
 PR1181
 PR1181.The orthometric height was determined by differential leveling and
 PR1181.adjusted by the NATIONAL GEODETIC SURVEY
 PR1181.in July 1998.
 PR1181
 PR1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1181.GEOID18 height accuracy estimate available here.
 PR1181
 PR1181.Click photographs - Photos may exist for this station.
 PR1181
 PR1181.The dynamic height is computed by dividing the NAVD 88
 PR1181.geopotential number by the normal gravity value computed on the
 PR1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1181.degrees latitude (g = 980.6199 gals.).
 PR1181
 PR1181.The modeled gravity was interpolated from observed gravity values.
 PR1181
 PR1181;                    North         East    Units  Estimated Accuracy
 PR1181;SPC SD N     -   121,360.      821,900.      MT  (+/- 180 meters Scaled)
 PR1181
 PR1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ429724(NAD 83)
 PR1181
 PR1181                          SUPERSEDED SURVEY CONTROL
 PR1181
 PR1181.No superseded survey control is available for this station.
 PR1181
 PR1181_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1181_STAMPING: 150
 PR1181_MARK LOGO: NGS
 PR1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1181+STABILITY: SURFACE MOTION
 PR1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1181+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1181
 PR1181  HISTORY     - Date     Condition        Report By
 PR1181  HISTORY     - 1976     MONUMENTED       SDDT
 PR1181  HISTORY     - 19900628 GOOD             NGS
 PR1181  HISTORY     - 19950925 GOOD             NGS
 PR1181  HISTORY     - 19961011 GOOD             CHANCE
 PR1181
 PR1181                          STATION DESCRIPTION
 PR1181
 PR1181'DESCRIBED BY SD DEPT OF TRANSP 1976
 PR1181'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 PR1181'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 PR1181'
 PR1181'THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF WATERTOWN, AND
 PR1181'LIES APPROXIMATELY PARALLEL TO AND ALONG THE NORTH SIDE OF U.S.
 PR1181'HIGHWAY 212.
 PR1181'
 PR1181'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 81
 PR1181'AND 212 ON THE SOUTH SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212
 PR1181'FOR 6.2 KM (3.85 MI) TO THE INTERSECTION OF COUNTY HIGHWAY 15 ON THE
 PR1181'RIGHT, AND THE 0-METER POINT ON THE RIGHT, IN THE NORTHWEST CORNER OF
 PR1181'THE INTERSECTION.
 PR1181'
 PR1181'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 PR1181'END. IT CONSISTS OF THE 0, 150, 803, AND 1398-METER POINTS. THERE ARE
 PR1181'ALSO TWO POINTS FOR THE CALIBRATION OF 100-FOOT TAPES SET IN THE FENCE
 PR1181'LINE, BETWEEN THE 0 AND 150-METER POINTS.
 PR1181'
 PR1181'THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PR1181'STAMPED--150--, SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE PO
 PR1181'RECESSED 2 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 27.5 M
 PR1181'(90.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY 212 WESTBOUND LANES,
 PR1181'5.5 M (18.0 FT) SOUTH OF A BARBED WIRE FENCE, 5.5 M (18.0 FT) SOUTH OF
 PR1181'A METAL WITNESS POST, AND 5.3 M (17.4 FT) SOUTH OF A REFERENCE MARK.
 PR1181
 PR1181                          STATION RECOVERY (1990)
 PR1181
 PR1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 PR1181'MARK IS COMPONENT OF THE WATERTOWN CALIBRATION BASE LINE LOCATED ABOUT
 PR1181'6.4 KM (3.98 MI) WEST OF WATERTOWN, ALONG THE NORTH SIDE OF U.S.
 PR1181'HIGHWAY 212 IN SECTION 33 T 117 N R 53 W (WATERTOWN WEST 7.5 MIN
 PR1181'QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PR1181'
 PR1181'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 212 ON THE SOUTH
 PR1181'SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 6.2 KM (3.85 MI)
 PR1181'TO THE INTERSECTION OF COUNTY ROAD 15 ON THE RIGHT.  CONTINUE WEST FOR
 PR1181'0.16 KM (0.10 MI) TO THE MARK ON THE RIGHT.
 PR1181'
 PR1181'MARK IS SET IN TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST RECESSED
 PR1181'2 CM (1 IN) BELOW GROUND SURFACE.  IT IS 27.5 M (90.22 FT) NORTH OF
 PR1181'THE CENTERLINE OF WESTBOUND LANES OF HIGHWAY 212, 5.5 M (18.04 FT)
 PR1181'SOUTH OF A BARBED WIRE FENCE, 5.5 M (18.04 FT) SOUTH OF A METAL
 PR1181'WITNESS POST, AND 5.3 M (17.39 FT) SOUTH OF A REFERENCE MARK.
 PR1181'
 PR1181'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PR1181'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PR1181'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.  OR CONTACT MR. ARDELL
 PR1181'AASON, C/O AASON ENGINEERING, 1311 9TH AVENUE SOUTHWEST, WATERTOWN,
 PR1181'SOUTH DAKOTA 57201.  TELEPHONE 605-882-2371.
 PR1181
 PR1181                          STATION RECOVERY (1995)
 PR1181
 PR1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1181'6.3 KM (3.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1181'U.S. HIGHWAY 81 IN WATERTOWN, 27.5 M (90.2 FT) NORTH OF THE CENTERLINE
 PR1181'OF THE WESTBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT) SOUTHEAST OF
 PR1181'THE EAST END OF 2 BRACED FENCE POSTS, 5.3 M (17.4 FT) SOUTH OF A
 PR1181'WITNESS POST, REFERENCE MARK, AND A FENCE, 1.2 M (3.9 FT) BELOW THE
 PR1181'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR1181'SURFACE.
 PR1181
 PR1181                          STATION RECOVERY (1996)
 PR1181
 PR1181'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1181'6.3 KM (3.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1181'U.S. HIGHWAY 81 IN WATERTOWN, 251.0 M (823.5 FT) EAST OF MILEPOST 373,
 PR1181'27.5 M (90.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PR1181'HIGHWAY, 5.6 M (18.4 FT) SOUTHEAST OF THE EAST END OF 2 BRACED FENCE
 PR1181'POSTS, 5.3 M (17.4 FT) SOUTH OF A WITNESS POST, REFERENCE MARK, AND A
 PR1181'FENCE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PR1181'IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1182 ***********************************************************************
 PR1182  DESIGNATION -  WATERTOWN CBL 803
 PR1182  PID         -  PR1182
 PR1182  STATE/COUNTY-  SD/CODINGTON
 PR1182  COUNTRY     -  US
 PR1182  USGS QUAD   -  WATERTOWN WEST (2017)
 PR1182
 PR1182                         *CURRENT SURVEY CONTROL
 PR1182  ______________________________________________________________________
 PR1182* NAD 83(1986) POSITION- 44 53 27.     (N) 097 11 56.     (W)   SCALED
 PR1182* NAVD 88 ORTHO HEIGHT -   532.752 (meters)     1747.87  (feet) ADJUSTED
 PR1182  ______________________________________________________________________
 PR1182  GEOID HEIGHT    -        -25.069 (meters)                     GEOID18
 PR1182  DYNAMIC HEIGHT  -        532.674 (meters)     1747.61  (feet) COMP
 PR1182  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 PR1182
 PR1182  VERT ORDER      -  FIRST     CLASS II
 PR1182
 PR1182.The horizontal coordinates were scaled from a map and have
 PR1182.an estimated accuracy of +/- 6 seconds.
 PR1182
 PR1182.The orthometric height was determined by differential leveling and
 PR1182.adjusted by the NATIONAL GEODETIC SURVEY
 PR1182.in July 1998.
 PR1182
 PR1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1182.GEOID18 height accuracy estimate available here.
 PR1182
 PR1182.Click photographs - Photos may exist for this station.
 PR1182
 PR1182.The dynamic height is computed by dividing the NAVD 88
 PR1182.geopotential number by the normal gravity value computed on the
 PR1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1182.degrees latitude (g = 980.6199 gals.).
 PR1182
 PR1182.The modeled gravity was interpolated from observed gravity values.
 PR1182
 PR1182;                    North         East    Units  Estimated Accuracy
 PR1182;SPC SD N     -   121,340.      821,220.      MT  (+/- 180 meters Scaled)
 PR1182
 PR1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ422724(NAD 83)
 PR1182
 PR1182                          SUPERSEDED SURVEY CONTROL
 PR1182
 PR1182.No superseded survey control is available for this station.
 PR1182
 PR1182_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1182_STAMPING: 803
 PR1182_MARK LOGO: NGS
 PR1182_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1182+STABILITY: SURFACE MOTION
 PR1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1182+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1996
 PR1182
 PR1182  HISTORY     - Date     Condition        Report By
 PR1182  HISTORY     - 1976     MONUMENTED       SDDT
 PR1182  HISTORY     - 19900628 GOOD             NGS
 PR1182  HISTORY     - 19950925 GOOD             NGS
 PR1182  HISTORY     - 19961011 GOOD             CHANCE
 PR1182
 PR1182                          STATION DESCRIPTION
 PR1182
 PR1182'DESCRIBED BY SD DEPT OF TRANSP 1976
 PR1182'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 PR1182'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 PR1182'
 PR1182'THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF WATERTOWN, AND
 PR1182'LIES APPROXIMATELY PARALLEL TO AND ALONG THE NORTH SIDE OF U.S.
 PR1182'HIGHWAY 212.
 PR1182'
 PR1182'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 81
 PR1182'AND 212 ON THE SOUTH SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212
 PR1182'FOR 6.2 KM (3.85 MI) TO THE INTERSECTION OF COUNTY HIGHWAY 15 ON THE
 PR1182'RIGHT, AND THE 0-METER POINT ON THE RIGHT, IN THE NORTHWEST CORNER OF
 PR1182'THE INTERSECTION.
 PR1182'
 PR1182'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 PR1182'END. IT CONSISTS OF THE 0, 150, 803, AND 1398-METER POINTS. THERE ARE
 PR1182'ALSO TWO POINTS FOR THE CALIBRATION OF 100-FOOT TAPES SET IN THE FENCE
 PR1182'LINE, BETWEEN THE 0 AND 150-METER POINTS.
 PR1182'
 PR1182'THE 803-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PR1182'STAMPED--803--, SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE PO
 PR1182'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 27.0 M (88.6 FT) NORTH OF
 PR1182'THE CENTERLINE OF THE HIGHWAY 212 WESTBOUND LANES, 16.7 M (54.8 FT)
 PR1182'EAST-SOUTHEAST OF A GREEN JUNCTION BOX, 6.0 M (19.7 FT) SOUTH OF A
 PR1182'BARBED WIRE FENCE, 6.0 M (19.7 FT) SOUTH OF A METAL WITNESS POST, AND
 PR1182'5.9 M (19.4 FT) SOUTH OF A REFERENCE MARK.
 PR1182
 PR1182                          STATION RECOVERY (1990)
 PR1182
 PR1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR1182'MARK IS COMPONENT OF THE WATERTOWN CALIBRATION BASE LINE LOCATED ABOUT
 PR1182'6.4 KM (3.98 MI) WEST OF WATERTOWN, ALONG THE NORTH SIDE OF U.S.
 PR1182'HIGHWAY 212 IN SECTION 33 T 117 N R 53 W (WATERTOWN WEST 7.5 MIN
 PR1182'QUAD).  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 PR1182'
 PR1182'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 212 ON THE SOUTH
 PR1182'SIDE OF WATERTOWN, GO WEST ON U.S. HIGHWAY 212 FOR 6.2 KM (3.85 MI)
 PR1182'TO THE INTERSECTION OF COUNTY ROAD 15 ON THE RIGHT.  CONTINUE WEST FOR
 PR1182'0.82 KM (0.51 MI) TO THE MARK ON THE RIGHT.
 PR1182'
 PR1182'THE MARK IS SET IN TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH
 PR1182'WITH THE GROUND.  IT IS 27.0 M (88.58 FT) NORTH OF THE CENTERLINE OF
 PR1182'WESTBOUND LANES OF HIGHWAY 212, 16.7 M (54.79 FT) EAST-SOUTHEAST OF A
 PR1182'GREEN JUNCTION BOX, 6.0 M (19.68 FT) SOUTH OF A BARBED WIRE FENCE,
 PR1182'6.0 M (19.68 FT) SOUTH OF A METAL WITNESS POST, AND 5.9 M (19.36 FT)
 PR1182'SOUTH OF A REFERENCE MARK.
 PR1182'
 PR1182'FOR MORE INFORMATION CONTACT THE SOUTH DAKOTA DEPARTMENT OF
 PR1182'TRANSPORTATION, ROADWAY DESIGN, 700 BROADWAY AVENUE EAST, PIERRE,
 PR1182'SOUTH DAKOTA 57501.  TELEPHONE 605-773-3433.  OR CONTACT MR. ARDELL
 PR1182'AASON, C/O AASON ENGINEERING, 1311 9TH AVENUE SOUTHWEST, WATERTOWN,
 PR1182'SOUTH DAKOTA 57201.  TELEPHONE 605-882-2371.
 PR1182
 PR1182                          STATION RECOVERY (1995)
 PR1182
 PR1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1182'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1182'U.S. HIGHWAY 81 IN WATERTOWN, 37.5 M (123.0 FT) EAST OF THE CENTER OF
 PR1182'A FIELD ENTRANCE, 21.1 M (69.2 FT) NORTH OF THE CENTERLINE OF THE
 PR1182'WESTBOUND LANES OF THE HIGHWAY, 18.5 M (60.7 FT) SOUTHEAST OF THE
 PR1182'SOUTHEAST CORNER OF A TRANSFORMER, 5.8 M (19.0 FT) SOUTH OF A WITNESS
 PR1182'POST, REFERENCE MARK, AND A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 PR1182'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PR1182
 PR1182                          STATION RECOVERY (1996)
 PR1182
 PR1182'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1182'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PR1182'U.S. HIGHWAY 81 IN WATERTOWN, 396.0 M (1299.2 FT) WEST OF MILEPOST
 PR1182'373, 37.5 M (123.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 21.1 M
 PR1182'(69.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PR1182'HIGHWAY, 18.5 M (60.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PR1182'TRANSFORMER, 5.8 M (19.0 FT) SOUTH OF A WITNESS POST, REFERENCE MARK,
 PR1182'AND A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 PR1182'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0832 ***********************************************************************
 PR0832  DESIGNATION -  WATERTOWN CITY HALL CLOCK TWR
 PR0832  PID         -  PR0832
 PR0832  STATE/COUNTY-  SD/CODINGTON
 PR0832  COUNTRY     -  US
 PR0832  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0832
 PR0832                         *CURRENT SURVEY CONTROL
 PR0832  ______________________________________________________________________
 PR0832* NAD 83(1996) POSITION- 44 54 02.22405(N) 097 06 57.94084(W)   ADJUSTED
 PR0832  ______________________________________________________________________
 PR0832  GEOID HEIGHT    -        -25.120 (meters)                     GEOID18
 PR0832  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 PR0832  HORZ ORDER      -  THIRD
 PR0832
 PR0832.The horizontal coordinates were established by classical geodetic methods
 PR0832.and adjusted by the National Geodetic Survey in January 1998.
 PR0832
 PR0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0832.GEOID18 height accuracy estimate available here.
 PR0832
 PR0832.Click photographs - Photos may exist for this station.
 PR0832
 PR0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0832
 PR0832. The following values were computed from the NAD 83(1996) position.
 PR0832
 PR0832;                    North         East     Units Scale Factor Converg.
 PR0832;SPC SD N     -   122,655.319   827,718.296   MT  0.99994255   +2 02 27.8
 PR0832;SPC SD N     -   402,411.66  2,715,605.78   sFT  0.99994255   +2 02 27.8
 PR0832;UTM  14      - 4,973,636.768   648,737.147   MT  0.99987204   +1 19 48.2
 PR0832
 PR0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4873773636(NAD 83)
 PR0832
 PR0832                          SUPERSEDED SURVEY CONTROL
 PR0832
 PR0832  NAD 83(1986)-  44 54 02.21928(N)    097 06 57.92430(W) AD(       ) 3
 PR0832  NAD 27      -  44 54 02.34300(N)    097 06 56.66000(W) AD(       ) 3
 PR0832
 PR0832.Superseded values are not recommended for survey control.
 PR0832
 PR0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0832.See file dsdata.pdf to determine how the superseded data were derived.
 PR0832
 PR0832_MARKER: 55 = TOWER
 PR0832
 PR0832  HISTORY     - Date     Condition        Report By
 PR0832  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0832  HISTORY     - 1957     GOOD             CGS
 PR0832  HISTORY     - 1965     GOOD             CGS
 PR0832
 PR0832                          STATION DESCRIPTION
 PR0832
 PR0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0832'THIS STATION IS THE TOP OF THE CLOCK TOWER WHICH IS OVER THE
 PR0832'NW CORNER OF THE WATERTOWN CITY HALL.  THE BUILDING IS A FOUR
 PR0832'STORY, BRICK STRUCTURE.  THE TOWER IS SQUARE WITH A CLOCK ON
 PR0832'EACH FACE AND IS SURMOUNTED BY A WOODEN SHINGLED SPIRE, ON TOP
 PR0832'OF WHICH IS A FLAGSTAFF WITH BALL.  THE BUILDING IS VERY
 PR0832'PROMINENT AND IS ABOUT 115 FEET HIGH.  IT WAS ERECTED IN 1888.
 PR0832'
 PR0832'THE BUILDING IS ON THE SE CORNER OF THE INTERSECTION OF KEMP
 PR0832'AVENUE AND FIRST STREET W IN THE SW PART OF TOWN.
 PR0832'
 PR0832'THE STATION WAS OBSERVED FROM KAMPESKA, WATERTOWN AIRPORT,
 PR0832'WATERTOWN, SHERIDAN, ELFRING-1903, FRANKLIN-1903.
 PR0832
 PR0832                          STATION RECOVERY (1957)
 PR0832
 PR0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 PR0832'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PR0832
 PR0832                          STATION RECOVERY (1965)
 PR0832
 PR0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 PR0832'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 PR0832'CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0824 ***********************************************************************
 PR0824  DESIGNATION -  WATERTOWN FIRST BAP CH SPIRE
 PR0824  PID         -  PR0824
 PR0824  STATE/COUNTY-  SD/CODINGTON
 PR0824  COUNTRY     -  US
 PR0824  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0824
 PR0824                         *CURRENT SURVEY CONTROL
 PR0824  ______________________________________________________________________
 PR0824* NAD 83(1996) POSITION- 44 53 54.40374(N) 097 06 41.52191(W)   ADJUSTED
 PR0824  ______________________________________________________________________
 PR0824  GEOID HEIGHT    -        -25.120 (meters)                     GEOID18
 PR0824  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 PR0824  HORZ ORDER      -  THIRD
 PR0824
 PR0824.The horizontal coordinates were established by classical geodetic methods
 PR0824.and adjusted by the National Geodetic Survey in January 1998.
 PR0824
 PR0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0824.GEOID18 height accuracy estimate available here.
 PR0824
 PR0824.Click photographs - Photos may exist for this station.
 PR0824
 PR0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0824
 PR0824. The following values were computed from the NAD 83(1996) position.
 PR0824
 PR0824;                    North         East     Units Scale Factor Converg.
 PR0824;SPC SD N     -   122,426.917   828,086.884   MT  0.99994265   +2 02 39.4
 PR0824;SPC SD N     -   401,662.31  2,716,815.05   sFT  0.99994265   +2 02 39.4
 PR0824;UTM  14      - 4,973,403.826   649,102.847   MT  0.99987338   +1 19 59.6
 PR0824
 PR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4910273403(NAD 83)
 PR0824
 PR0824                          SUPERSEDED SURVEY CONTROL
 PR0824
 PR0824  NAD 83(1986)-  44 53 54.39892(N)    097 06 41.50541(W) AD(       ) 3
 PR0824  NAD 27      -  44 53 54.52500(N)    097 06 40.24000(W) AD(       ) 3
 PR0824
 PR0824.Superseded values are not recommended for survey control.
 PR0824
 PR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0824.See file dsdata.pdf to determine how the superseded data were derived.
 PR0824
 PR0824_MARKER: 90 = CHURCH SPIRE
 PR0824
 PR0824  HISTORY     - Date     Condition        Report By
 PR0824  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0824
 PR0824                          STATION DESCRIPTION
 PR0824
 PR0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0824'THIS STATION IS THE CENTER OF THE SPIRE OF THE FIRST BAPTIST
 PR0824'CHURCH.  THE CHURCH IS A BRICK STRUCTURE WITH A SHINGLED ROOF.
 PR0824'THERE IS A SPIRE OVER THE NW CORNER WITH A SHINGLED ROOF
 PR0824'WITH AN ORNAMENTAL FINIAL AT TIP OF SPIRE.  THE CHURCH WAS
 PR0824'ERECTED IN 1917 AND IS ABOUT 60 FEET HIGH.  IT IS NEAR THE
 PR0824'CENTER OF WATERTOWN.
 PR0824'
 PR0824'THE CHURCH IS ON THE SE CORNER OF SECOND STREET E AND FIRST
 PR0824'AVENUE S.
 PR0824'
 PR0824'THE STATION WAS OBSERVED FROM WATERTOWN, WATERTOWN AIRPORT,
 PR0824'FRANKLIN-1903, ELFRING-1903, SHERIDAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0823 ***********************************************************************
 PR0823  DESIGNATION -  WATERTOWN FIRST CONG CH BELFRY
 PR0823  PID         -  PR0823
 PR0823  STATE/COUNTY-  SD/CODINGTON
 PR0823  COUNTRY     -  US
 PR0823  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0823
 PR0823                         *CURRENT SURVEY CONTROL
 PR0823  ______________________________________________________________________
 PR0823* NAD 83(1996) POSITION- 44 53 56.27021(N) 097 06 42.46405(W)   ADJUSTED
 PR0823  ______________________________________________________________________
 PR0823  GEOID HEIGHT    -        -25.120 (meters)                     GEOID18
 PR0823  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 PR0823  HORZ ORDER      -  THIRD
 PR0823
 PR0823.The horizontal coordinates were established by classical geodetic methods
 PR0823.and adjusted by the National Geodetic Survey in January 1998.
 PR0823
 PR0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0823.GEOID18 height accuracy estimate available here.
 PR0823
 PR0823.Click photographs - Photos may exist for this station.
 PR0823
 PR0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0823
 PR0823. The following values were computed from the NAD 83(1996) position.
 PR0823
 PR0823;                    North         East     Units Scale Factor Converg.
 PR0823;SPC SD N     -   122,483.757   828,064.172   MT  0.99994263   +2 02 38.7
 PR0823;SPC SD N     -   401,848.79  2,716,740.54   sFT  0.99994263   +2 02 38.7
 PR0823;UTM  14      - 4,973,460.939   649,080.844   MT  0.99987330   +1 19 59.0
 PR0823
 PR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4908073460(NAD 83)
 PR0823
 PR0823                          SUPERSEDED SURVEY CONTROL
 PR0823
 PR0823  NAD 83(1986)-  44 53 56.26536(N)    097 06 42.44754(W) AD(       ) 3
 PR0823  NAD 27      -  44 53 56.38900(N)    097 06 41.18200(W) AD(       ) 3
 PR0823
 PR0823.Superseded values are not recommended for survey control.
 PR0823
 PR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0823.See file dsdata.pdf to determine how the superseded data were derived.
 PR0823
 PR0823_MARKER: 75 = BELFRY
 PR0823
 PR0823  HISTORY     - Date     Condition        Report By
 PR0823  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0823
 PR0823                          STATION DESCRIPTION
 PR0823
 PR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0823'THIS STATION IS THE CENTER OF THE BELFRY OF THE FIRST CONGREGATIONAL
 PR0823'CHURCH IN WATERTOWN.  THE CHURCH IS A RED BRICK STRUCTURE
 PR0823'LOCATED AT THE NW CORNER OF THE INTERSECTION OF FIRST AVENUE
 PR0823'S AND THIRD STREET E.  THE BELFRY IS A WHITE WOOD STRUCTURE OVER
 PR0823'THE E END OF THE CHURCH.  IT HAS A DOME SHAPED ROOF WITH A
 PR0823'CROSS IN THE CENTER OF THE TOP.  IT IS ABOUT 60 FEET TALL AND
 PR0823'WAS BUILT IN 1916.  IT IS NOT VERY PROMINENT.
 PR0823'
 PR0823'THIS STATION WAS OBSERVED FROM FRANKLIN-1903, ELFRING-1903,
 PR0823'WATERTOWN, WATERTOWN AIRPORT, AND SHERIDAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0820 ***********************************************************************
 PR0820  DESIGNATION -  WATERTOWN IMM CONC CATH CH
 PR0820  PID         -  PR0820
 PR0820  STATE/COUNTY-  SD/CODINGTON
 PR0820  COUNTRY     -  US
 PR0820  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0820
 PR0820                         *CURRENT SURVEY CONTROL
 PR0820  ______________________________________________________________________
 PR0820* NAD 83(1996) POSITION- 44 53 58.98409(N) 097 06 35.51663(W)   ADJUSTED
 PR0820  ______________________________________________________________________
 PR0820  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 PR0820  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 PR0820  HORZ ORDER      -  THIRD
 PR0820
 PR0820.The horizontal coordinates were established by classical geodetic methods
 PR0820.and adjusted by the National Geodetic Survey in January 1998.
 PR0820
 PR0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0820.GEOID18 height accuracy estimate available here.
 PR0820
 PR0820.Click photographs - Photos may exist for this station.
 PR0820
 PR0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0820
 PR0820. The following values were computed from the NAD 83(1996) position.
 PR0820
 PR0820;                    North         East     Units Scale Factor Converg.
 PR0820;SPC SD N     -   122,572.913   828,213.505   MT  0.99994259   +2 02 43.7
 PR0820;SPC SD N     -   402,141.30  2,717,230.47   sFT  0.99994259   +2 02 43.7
 PR0820;UTM  14      - 4,973,548.229   649,231.261   MT  0.99987385   +1 20 04.0
 PR0820
 PR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4923173548(NAD 83)
 PR0820
 PR0820                          SUPERSEDED SURVEY CONTROL
 PR0820
 PR0820  NAD 83(1986)-  44 53 58.97925(N)    097 06 35.50021(W) AD(       ) 3
 PR0820  NAD 27      -  44 53 59.11000(N)    097 06 34.23500(W) AD(       ) 3
 PR0820
 PR0820.Superseded values are not recommended for survey control.
 PR0820
 PR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0820.See file dsdata.pdf to determine how the superseded data were derived.
 PR0820
 PR0820_MARKER: 75 = BELFRY
 PR0820
 PR0820  HISTORY     - Date     Condition        Report By
 PR0820  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0820
 PR0820                          STATION DESCRIPTION
 PR0820
 PR0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0820'THIS STATION IS THE BASE OF THE CROSS ON THE TOP OF THE BELFRY
 PR0820'OF THE IMMACULATE CONCEPTION CATHOLIC CHURCH IN WATERTOWN.
 PR0820'THE CHURCH IS A RED BRICK STRUCTURE WITH A BRICK BELFRY.  THE
 PR0820'BELFRY IS OVER THE S SIDE OF THE CHURCH AND THE MAIN ENTRANCE.
 PR0820'IT IS 60 FEET HIGH WITH A RED TIN ROOF, DOME SHAPED WITH A
 PR0820'CROSS IN THE CENTER.
 PR0820'
 PR0820'THE CHURCH IS IN THE NW CORNER OF THE INTERSECTION OF KEMP
 PR0820'AVENUE AND THIRD STREET E.  IT WAS ERECTED IN 1906.
 PR0820'
 PR0820'THIS STATION WAS OBSERVED FROM FRANKLIN-1903, ELFRING-1903,
 PR0820'SHERIDAN, WATERTOWN AND WATERTOWN AIRPORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0828 ***********************************************************************
 PR0828  DESIGNATION -  WATERTOWN LARGE MUN STANDPIPE
 PR0828  PID         -  PR0828
 PR0828  STATE/COUNTY-  SD/CODINGTON
 PR0828  COUNTRY     -  US
 PR0828  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0828
 PR0828                         *CURRENT SURVEY CONTROL
 PR0828  ______________________________________________________________________
 PR0828* NAD 83(1996) POSITION- 44 54 30.28954(N) 097 07 03.14171(W)   ADJUSTED
 PR0828  ______________________________________________________________________
 PR0828  GEOID HEIGHT    -        -25.125 (meters)                     GEOID18
 PR0828  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 PR0828  HORZ ORDER      -  THIRD
 PR0828
 PR0828.The horizontal coordinates were established by classical geodetic methods
 PR0828.and adjusted by the National Geodetic Survey in January 1998.
 PR0828
 PR0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0828.GEOID18 height accuracy estimate available here.
 PR0828
 PR0828.Click photographs - Photos may exist for this station.
 PR0828
 PR0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0828
 PR0828. The following values were computed from the NAD 83(1996) position.
 PR0828
 PR0828;                    North         East     Units Scale Factor Converg.
 PR0828;SPC SD N     -   123,517.023   827,573.430   MT  0.99994220   +2 02 24.1
 PR0828;SPC SD N     -   405,238.77  2,715,130.49   sFT  0.99994220   +2 02 24.1
 PR0828;UTM  14      - 4,974,500.142   648,602.993   MT  0.99987155   +1 19 45.2
 PR0828
 PR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4860274500(NAD 83)
 PR0828
 PR0828                          SUPERSEDED SURVEY CONTROL
 PR0828
 PR0828  NAD 83(1986)-  44 54 30.28414(N)    097 07 03.12492(W) AD(       ) 3
 PR0828  NAD 27      -  44 54 30.41900(N)    097 07 01.86300(W) AD(       ) 3
 PR0828
 PR0828.Superseded values are not recommended for survey control.
 PR0828
 PR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0828.See file dsdata.pdf to determine how the superseded data were derived.
 PR0828
 PR0828_MARKER: 52 = STANDPIPE TANK
 PR0828
 PR0828  HISTORY     - Date     Condition        Report By
 PR0828  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0828  HISTORY     - 1965     GOOD             CGS
 PR0828  HISTORY     - 1971     GOOD             NGS
 PR0828  HISTORY     - 1983     GOOD             NGS
 PR0828
 PR0828                          STATION DESCRIPTION
 PR0828
 PR0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DVS)
 PR0828'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 PR0828'NO PREVIOUS DESCRIPTION.  THE STATION IS SITUATED ON A HIGH
 PR0828'HILL IN THE NORTHERN PART OF TOWN AT THE INTERSECTION OF 2ND
 PR0828'STREET WEST AND SIXTH AVENUE.  IT IS THE LARGER OF TWO SUCH
 PR0828'STANDPIPES STANDING ATOP THE HILL.
 PR0828
 PR0828                          STATION RECOVERY (1971)
 PR0828
 PR0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 PR0828'STATION RECOVERED IN GOOD CONDITION.
 PR0828'
 PR0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERTOWN
 PR0828
 PR0828                          STATION RECOVERY (1983)
 PR0828
 PR0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 PR0828'RECOVERED IN GOOD CONDITION.
 PR0828'
 PR0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WATERTOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0424 ***********************************************************************
 PR0424  DESIGNATION -  WATERTOWN MAGNETIC STA
 PR0424  PID         -  PR0424
 PR0424  STATE/COUNTY-  SD/CODINGTON
 PR0424  COUNTRY     -  US
 PR0424  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0424
 PR0424                         *CURRENT SURVEY CONTROL
 PR0424  ______________________________________________________________________
 PR0424* NAD 83(1986) POSITION- 44 53 53.     (N) 097 06 49.     (W)   SCALED
 PR0424* NAVD 88 ORTHO HEIGHT -   528.610 (meters)     1734.28  (feet) ADJUSTED
 PR0424  ______________________________________________________________________
 PR0424  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 PR0424  DYNAMIC HEIGHT  -        528.532 (meters)     1734.03  (feet) COMP
 PR0424  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 PR0424
 PR0424  VERT ORDER      -  FIRST     CLASS II
 PR0424
 PR0424.The horizontal coordinates were scaled from a map and have
 PR0424.an estimated accuracy of +/- 6 seconds.
 PR0424
 PR0424.The orthometric height was determined by differential leveling and
 PR0424.adjusted by the NATIONAL GEODETIC SURVEY
 PR0424.in June 1991.
 PR0424
 PR0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0424.GEOID18 height accuracy estimate available here.
 PR0424
 PR0424.Click photographs - Photos may exist for this station.
 PR0424
 PR0424.The dynamic height is computed by dividing the NAVD 88
 PR0424.geopotential number by the normal gravity value computed on the
 PR0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0424.degrees latitude (g = 980.6199 gals.).
 PR0424
 PR0424.The modeled gravity was interpolated from observed gravity values.
 PR0424
 PR0424;                    North         East    Units  Estimated Accuracy
 PR0424;SPC SD N     -   122,380.      827,920.      MT  (+/- 180 meters Scaled)
 PR0424
 PR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ489733(NAD 83)
 PR0424
 PR0424                          SUPERSEDED SURVEY CONTROL
 PR0424
 PR0424  NGVD 29 (??/??/92)  528.321  (m)         1733.33   (f) ADJ UNCH    1 2
 PR0424
 PR0424.Superseded values are not recommended for survey control.
 PR0424
 PR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0424.See file dsdata.pdf to determine how the superseded data were derived.
 PR0424
 PR0424_MARKER: Q = CHISELED SQUARE
 PR0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0424+STABILITY: SURFACE MOTION
 PR0424
 PR0424  HISTORY     - Date     Condition        Report By
 PR0424  HISTORY     - UNK      MONUMENTED       CGS
 PR0424  HISTORY     - 1966     MARK NOT FOUND   CGS
 PR0424  HISTORY     - 20110819 MARK NOT FOUND   GEOCAC
 PR0424
 PR0424                          STATION DESCRIPTION
 PR0424
 PR0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PR0424'AT WATERTOWN.
 PR0424'AT WATERTOWN, CODINGTON COUNTY, AT THE SOUTHEAST CORNER OF THE
 PR0424'COURTHOUSE GROUNDS, AT THE CORNER OF A FLOWER GARDEN, ABOUT 5
 PR0424'FEET NORTH OF THE NORTH LINE OF SECOND AVENUE SOUTHEAST, 6-1/2
 PR0424'FEET WEST OF THE WEST LINE OF MAPLE STREET, AND ABOUT 1 INCH
 PR0424'UNDERGROUND.  AN OUTLINED SQUARE IN THE TOP OF A CONCRETE POST,
 PR0424'LETTERED U.S.C. AND G.S.
 PR0424
 PR0424                          STATION RECOVERY (2011)
 PR0424
 PR0424'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0424'MARK MAY BE COVERED WITH LANDSCAPING FILL AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0840 ***********************************************************************
 PR0840  DESIGNATION -  WATERTOWN MUN AIRPORT BEACON
 PR0840  PID         -  PR0840
 PR0840  STATE/COUNTY-  SD/CODINGTON
 PR0840  COUNTRY     -  US
 PR0840  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0840
 PR0840                         *CURRENT SURVEY CONTROL
 PR0840  ______________________________________________________________________
 PR0840* NAD 83(1996) POSITION- 44 55 17.92671(N) 097 09 39.22397(W)   ADJUSTED
 PR0840  ______________________________________________________________________
 PR0840  GEOID HEIGHT    -        -25.114 (meters)                     GEOID18
 PR0840  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 PR0840  HORZ ORDER      -  THIRD
 PR0840
 PR0840.This mark is at Watertown Airport (ATY)
 PR0840
 PR0840.The horizontal coordinates were established by classical geodetic methods
 PR0840.and adjusted by the National Geodetic Survey in January 1998.
 PR0840
 PR0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0840.GEOID18 height accuracy estimate available here.
 PR0840
 PR0840.Click photographs - Photos may exist for this station.
 PR0840
 PR0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0840
 PR0840. The following values were computed from the NAD 83(1996) position.
 PR0840
 PR0840;                    North         East     Units Scale Factor Converg.
 PR0840;SPC SD N     -   124,865.607   824,100.268   MT  0.99994166   +2 00 33.6
 PR0840;SPC SD N     -   409,663.25  2,703,735.63   sFT  0.99994166   +2 00 33.6
 PR0840;UTM  14      - 4,975,891.591   645,147.090   MT  0.99985906   +1 17 56.0
 PR0840
 PR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4514775891(NAD 83)
 PR0840
 PR0840                          SUPERSEDED SURVEY CONTROL
 PR0840
 PR0840  NAD 83(1986)-  44 55 17.92407(N)    097 09 39.20551(W) AD(       ) 3
 PR0840  NAD 27      -  44 55 18.06049(N)    097 09 37.95889(W) AD(       ) 3
 PR0840
 PR0840.Superseded values are not recommended for survey control.
 PR0840
 PR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0840.See file dsdata.pdf to determine how the superseded data were derived.
 PR0840
 PR0840_MARKER: 21 = AIRPORT BEACON
 PR0840_STAMPING: AIRPORT BEACON 1957
 PR0840_MARK LOGO: CGS
 PR0840
 PR0840  HISTORY     - Date     Condition        Report By
 PR0840  HISTORY     - 1952     FIRST OBSERVED   CGS
 PR0840  HISTORY     - 1957     MARK NOT FOUND   CGS
 PR0840  HISTORY     - 19890830 GOOD             NGS
 PR0840
 PR0840                          STATION DESCRIPTION
 PR0840
 PR0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0840'THE STATION IS LOCATED AT THE WATERTOWN MUNICIPAL AIRPORT, ABOUT
 PR0840'2.7 MILES NORTH-NORTHWEST OF WATERTOWN.  IT IS A FOUR-LEGGED
 PR0840'STEEL STRUCTURE, ABOUT 60 FEET HIGH AND PAINTED ORANGE AND WHITE.
 PR0840'
 PR0840'THE POINT INTERSECTED WAS THE REVOLTING LIGHT AT THE APEX OF
 PR0840'THE STRUCTURE.
 PR0840
 PR0840                          STATION RECOVERY (1957)
 PR0840
 PR0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 PR0840'BEACON WAS RELOCATED IN ABOUT 1953 OR 1954.  STATION LOST.
 PR0840
 PR0840                          STATION RECOVERY (1989)
 PR0840
 PR0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PR0840'THIS STATION IS LOCATED NEAR THE ADMINISTRATION BUILDING NORTH OF THE
 PR0840'RUNWAYS.  THE STATION IS 127 WEST OF THE SOUTHWEST CORNER OF A
 PR0840'CONCRETE ELECTRICAL VAULT AND IS 112 NORTH OF THE NORTH DOOR OF THE
 PR0840'ADMINISTRATION BUILDING.  THE STATION IS A STANDARD GREEN AND CLEAR
 PR0840'ROTATING BEACON MOUNTED ON TOP OF A 50 TOWER.  THE POINT OBSERVED WAS
 PR0840'THE SPINDLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0826 ***********************************************************************
 PR0826  DESIGNATION -  WATERTOWN MUN P AND L CO STK
 PR0826  PID         -  PR0826
 PR0826  STATE/COUNTY-  SD/CODINGTON
 PR0826  COUNTRY     -  US
 PR0826  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0826
 PR0826                         *CURRENT SURVEY CONTROL
 PR0826  ______________________________________________________________________
 PR0826* NAD 83(1996) POSITION- 44 54 03.68877(N) 097 06 31.95815(W)   ADJUSTED
 PR0826  ______________________________________________________________________
 PR0826  GEOID HEIGHT    -        -25.123 (meters)                     GEOID18
 PR0826  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 PR0826  HORZ ORDER      -  THIRD
 PR0826
 PR0826.The horizontal coordinates were established by classical geodetic methods
 PR0826.and adjusted by the National Geodetic Survey in January 1998.
 PR0826
 PR0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0826.GEOID18 height accuracy estimate available here.
 PR0826
 PR0826.Click photographs - Photos may exist for this station.
 PR0826
 PR0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0826
 PR0826. The following values were computed from the NAD 83(1996) position.
 PR0826
 PR0826;                    North         East     Units Scale Factor Converg.
 PR0826;SPC SD N     -   122,720.829   828,286.339   MT  0.99994253   +2 02 46.2
 PR0826;SPC SD N     -   402,626.59  2,717,469.43   sFT  0.99994253   +2 02 46.2
 PR0826;UTM  14      - 4,973,695.221   649,305.920   MT  0.99987412   +1 20 06.6
 PR0826
 PR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4930573695(NAD 83)
 PR0826
 PR0826                          SUPERSEDED SURVEY CONTROL
 PR0826
 PR0826  NAD 83(1986)-  44 54 03.68393(N)    097 06 31.94187(W) AD(       ) 3
 PR0826  NAD 27      -  44 54 03.81100(N)    097 06 30.67600(W) AD(       ) 3
 PR0826
 PR0826.Superseded values are not recommended for survey control.
 PR0826
 PR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0826.See file dsdata.pdf to determine how the superseded data were derived.
 PR0826
 PR0826_MARKER: 63 = STACK
 PR0826
 PR0826  HISTORY     - Date     Condition        Report By
 PR0826  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0826
 PR0826                          STATION DESCRIPTION
 PR0826
 PR0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0826'THIS STATION IS THE CENTER OF THE CONCRETE STACK OF THE MUNICIPAL
 PR0826'POWER AND LIGHT CO., WATERTOWN.  THE STACK IS LOCATED N OF
 PR0826'THE INTERSECTION OF FIRST AVENUE N AND THIRD STREET E.  IT IS
 PR0826'125 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1919.
 PR0826'IT IS ON THE E SIDE OF THE POWER PLANT.
 PR0826'
 PR0826'THE STATION WAS OBSERVED FROM ELFRING-1903, KAMPESKA, FRANKLIN-1903,
 PR0826'WATERTOWN AND WATERTOWN AIRPORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0827 ***********************************************************************
 PR0827  DESIGNATION -  WATERTOWN PUB SERV PWR PLT STK
 PR0827  PID         -  PR0827
 PR0827  STATE/COUNTY-  SD/CODINGTON
 PR0827  COUNTRY     -  US
 PR0827  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0827
 PR0827                         *CURRENT SURVEY CONTROL
 PR0827  ______________________________________________________________________
 PR0827* NAD 83(1996) POSITION- 44 54 06.06008(N) 097 07 26.69438(W)   ADJUSTED
 PR0827  ______________________________________________________________________
 PR0827  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 PR0827  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 PR0827  HORZ ORDER      -  THIRD
 PR0827
 PR0827.The horizontal coordinates were established by classical geodetic methods
 PR0827.and adjusted by the National Geodetic Survey in January 1998.
 PR0827
 PR0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0827.GEOID18 height accuracy estimate available here.
 PR0827
 PR0827.Click photographs - Photos may exist for this station.
 PR0827
 PR0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0827
 PR0827. The following values were computed from the NAD 83(1996) position.
 PR0827
 PR0827;                    North         East     Units Scale Factor Converg.
 PR0827;SPC SD N     -   122,751.218   827,083.681   MT  0.99994250   +2 02 07.4
 PR0827;SPC SD N     -   402,726.29  2,713,523.71   sFT  0.99994250   +2 02 07.4
 PR0827;UTM  14      - 4,973,740.527   648,103.816   MT  0.99986973   +1 19 28.0
 PR0827
 PR0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4810373740(NAD 83)
 PR0827
 PR0827                          SUPERSEDED SURVEY CONTROL
 PR0827
 PR0827  NAD 83(1986)-  44 54 06.05501(N)    097 07 26.67755(W) AD(       ) 3
 PR0827  NAD 27      -  44 54 06.18800(N)    097 07 25.41200(W) AD(       ) 3
 PR0827
 PR0827.Superseded values are not recommended for survey control.
 PR0827
 PR0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0827.See file dsdata.pdf to determine how the superseded data were derived.
 PR0827
 PR0827_MARKER: 63 = STACK
 PR0827
 PR0827  HISTORY     - Date     Condition        Report By
 PR0827  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0827
 PR0827                          STATION DESCRIPTION
 PR0827
 PR0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0827'THIS STATION IS THE CENTER OF CONCRETE STACK OWNED BY THE PUBLIC
 PR0827'SERVICE CO.  THE STACK IS A LARGE CONCRETE STRUCTURE WITH A
 PR0827'COLLAR AROUND THE TOP.  IT IS ROUND.
 PR0827'
 PR0827'THE STACK IS ON THE SW SIDE OF THE POWER PLANT AND IS 35 FEET
 PR0827'E OF A CANAL.  IT IS VERY PROMINENT AND IS ABOUT 125 FEET HIGH.
 PR0827'THE POWER PLANT IS IN THE W SIDE OF TOWN ON HIGHWAY NO. 20.
 PR0827'
 PR0827'AT PRESENT THE PLANT IS NOT IN OPERATION.
 PR0827'
 PR0827'THE STATION WAS OBSERVED FROM WATERTOWN AIRPORT, WATERTOWN,
 PR0827'SHERIDAN, ELFRING-1903, FRANKLIN-1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0834 ***********************************************************************
 PR0834  DESIGNATION -  WATERTOWN RAD STA KWAT S MAST
 PR0834  PID         -  PR0834
 PR0834  STATE/COUNTY-  SD/CODINGTON
 PR0834  COUNTRY     -  US
 PR0834  USGS QUAD   -  WATERTOWN SE (2017)
 PR0834
 PR0834                         *CURRENT SURVEY CONTROL
 PR0834  ______________________________________________________________________
 PR0834* NAD 83(1996) POSITION- 44 52 13.83696(N) 097 06 38.00864(W)   ADJUSTED
 PR0834  ______________________________________________________________________
 PR0834  GEOID HEIGHT    -        -25.091 (meters)                     GEOID18
 PR0834  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 PR0834  HORZ ORDER      -  THIRD
 PR0834
 PR0834.The horizontal coordinates were established by classical geodetic methods
 PR0834.and adjusted by the National Geodetic Survey in January 1998.
 PR0834
 PR0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0834.GEOID18 height accuracy estimate available here.
 PR0834
 PR0834.Click photographs - Photos may exist for this station.
 PR0834
 PR0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0834
 PR0834. The following values were computed from the NAD 83(1996) position.
 PR0834
 PR0834;                    North         East     Units Scale Factor Converg.
 PR0834;SPC SD N     -   119,327.393   828,274.685   MT  0.99994406   +2 02 41.9
 PR0834;SPC SD N     -   391,493.29  2,717,431.20   sFT  0.99994406   +2 02 41.9
 PR0834;UTM  14      - 4,970,302.425   649,252.141   MT  0.99987393   +1 19 59.7
 PR0834
 PR0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4925270302(NAD 83)
 PR0834
 PR0834                          SUPERSEDED SURVEY CONTROL
 PR0834
 PR0834  NAD 83(1986)-  44 52 13.83353(N)    097 06 37.98926(W) AD(       ) 3
 PR0834  NAD 27      -  44 52 13.97656(N)    097 06 36.76245(W) AD(       ) 3
 PR0834
 PR0834.Superseded values are not recommended for survey control.
 PR0834
 PR0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0834.See file dsdata.pdf to determine how the superseded data were derived.
 PR0834
 PR0834_MARKER: 42 = RADIO/TV MAST
 PR0834
 PR0834  HISTORY     - Date     Condition        Report By
 PR0834  HISTORY     - 1952     FIRST OBSERVED   CGS
 PR0834  HISTORY     - 1957     GOOD             CGS
 PR0834  HISTORY     - 1965     GOOD             CGS
 PR0834
 PR0834                          STATION DESCRIPTION
 PR0834
 PR0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PR0834'THE STATION IS 2 MILES SOUTH OF WATERTOWN, 1.25 MILES SOUTH OF
 PR0834'THE JUNCTION OF U.S. HIGHWAYS 212 AND 81 AND 0.1 MILE WEST OF
 PR0834'U.S. HIGHWAY 81.  IT IS A STEEL STRUCTURE 260 FEET HIGH, PAINTED
 PR0834'RED AND WHITE ALTERNATELY HAVING A FLASHING RED LIGHT AT THE
 PR0834'TOP.  THE POINT OBSERVED ON WAS THE RED LIGHT AT THE TOP.
 PR0834
 PR0834                          STATION RECOVERY (1957)
 PR0834
 PR0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 PR0834'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PR0834
 PR0834                          STATION RECOVERY (1965)
 PR0834
 PR0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 PR0834'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 PR0834'CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1144 ***********************************************************************
 PR1144  DESIGNATION -  WATERTOWN RESET
 PR1144  PID         -  PR1144
 PR1144  STATE/COUNTY-  SD/CODINGTON
 PR1144  COUNTRY     -  US
 PR1144  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1144
 PR1144                         *CURRENT SURVEY CONTROL
 PR1144  ______________________________________________________________________
 PR1144* NAD 83(1996) POSITION- 44 54 29.93397(N) 097 07 02.58271(W)   ADJUSTED
 PR1144* NAVD 88 ORTHO HEIGHT -   545.836 (meters)     1790.80  (feet) ADJUSTED
 PR1144  ______________________________________________________________________
 PR1144  GEOID HEIGHT    -        -25.125 (meters)                     GEOID18
 PR1144  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 PR1144  DYNAMIC HEIGHT  -        545.756 (meters)     1790.53  (feet) COMP
 PR1144  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR1144
 PR1144  HORZ ORDER      -  FIRST
 PR1144  VERT ORDER      -  FIRST     CLASS II
 PR1144
 PR1144.The horizontal coordinates were established by classical geodetic methods
 PR1144.and adjusted by the National Geodetic Survey in January 1998.
 PR1144
 PR1144.The orthometric height was determined by differential leveling and
 PR1144.adjusted by the NATIONAL GEODETIC SURVEY
 PR1144.in July 1998.
 PR1144
 PR1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1144.GEOID18 height accuracy estimate available here.
 PR1144
 PR1144.Click photographs - Photos may exist for this station.
 PR1144
 PR1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR1144
 PR1144.The dynamic height is computed by dividing the NAVD 88
 PR1144.geopotential number by the normal gravity value computed on the
 PR1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1144.degrees latitude (g = 980.6199 gals.).
 PR1144
 PR1144.The modeled gravity was interpolated from observed gravity values.
 PR1144
 PR1144. The following values were computed from the NAD 83(1996) position.
 PR1144
 PR1144;                    North         East     Units Scale Factor Converg.
 PR1144;SPC SD N     -   123,506.490   827,586.075   MT  0.99994221   +2 02 24.5
 PR1144;SPC SD N     -   405,204.21  2,715,171.98   sFT  0.99994221   +2 02 24.5
 PR1144;UTM  14      - 4,974,489.454   648,615.506   MT  0.99987159   +1 19 45.6
 PR1144
 PR1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR1144!SPC SD N     -   0.99991837  x   0.99994221  =   0.99986058
 PR1144!UTM  14      -   0.99991837  x   0.99987159  =   0.99978997
 PR1144
 PR1144:                Primary Azimuth Mark                     Grid Az
 PR1144:SPC SD N     -  FRANKLIN                                 092 36 31.7
 PR1144:UTM  14      -  FRANKLIN                                 093 19 10.6
 PR1144
 PR1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4861574489(NAD 83)
 PR1144
 PR1144|---------------------------------------------------------------------|
 PR1144| PID    Reference Object                     Distance      Geod. Az  |
 PR1144|                                                           dddmmss.s |
 PR1144| PR1143 WATERTOWN RM 1                       31.846 METERS 09331     |
 PR1144| PR1016 FRANKLIN                            APPROX.14.2 KM 0943856.2 |
 PR1144| PR0826 WATERTOWN MUN P AND L CO STK        APPROX. 1.1 KM 1401945.6 |
 PR1144| PR0820 WATERTOWN IMM CONC CATH CH          APPROX. 1.1 KM 1480810.5 |
 PR1144| PR0823 WATERTOWN FIRST CONG CH BELFRY      APPROX. 1.1 KM 1565907.7 |
 PR1144| PR0824 WATERTOWN FIRST BAP CH SPIRE        APPROX. 1.2 KM 1570913.6 |
 PR1144| PR0822 WATERTOWN STOKES BUILDING DOME      APPROX. 1.0 KM 1572234.2 |
 PR1144| PR0832 WATERTOWN CITY HALL CLOCK TWR       APPROX. 0.9 KM 1731237.5 |
 PR1144| PR1145 WATERTOWN RM 3                       20.983 METERS 18058     |
 PR1144| CO7151 WATERTOWN RM 2                       31.169 METERS 19057     |
 PR1144| PR0827 WATERTOWN PUB SERV PWR PLT STK      APPROX. 0.9 KM 2154016.7 |
 PR1144| PR0825 WATERTOWN SMALL MUN STANDPIPE        27.905 METERS 27703     |
 PR1144| PR0828 WATERTOWN LARGE MUN STANDPIPE        16.458 METERS 31150     |
 PR1144| PR1146 WATERTOWN AZ MK                                    3373759.4 |
 PR1144|---------------------------------------------------------------------|
 PR1144
 PR1144                          SUPERSEDED SURVEY CONTROL
 PR1144
 PR1144  NAD 83(1986)-  44 54 29.92860(N)    097 07 02.56633(W) AD(       ) 1
 PR1144  NAD 27      -  44 54 30.06100(N)    097 07 01.30100(W) AD(       ) 1
 PR1144
 PR1144.Superseded values are not recommended for survey control.
 PR1144
 PR1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1144.See file dsdata.pdf to determine how the superseded data were derived.
 PR1144
 PR1144_MARKER: DS = TRIANGULATION STATION DISK
 PR1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1144_STAMPING: WATERTOWN 1935 1966
 PR1144_MARK LOGO: CGS
 PR1144_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1144+STABILITY: SURFACE MOTION
 PR1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1144+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2011
 PR1144
 PR1144  HISTORY     - Date     Condition        Report By
 PR1144  HISTORY     - 1966     MONUMENTED       CGS
 PR1144  HISTORY     - 19900721 GOOD             NGS
 PR1144  HISTORY     - 19921024 GOOD             NGS
 PR1144  HISTORY     - 19950925 GOOD             NGS
 PR1144  HISTORY     - 19961011 GOOD             CHANCE
 PR1144  HISTORY     - 20110819 GOOD             GEOCAC
 PR1144
 PR1144                          STATION DESCRIPTION
 PR1144
 PR1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 PR1144'THE SURFACE STATION MARK AND R.M. NO. 2 HAD BEEN DESTROYED.
 PR1144'THE AZIMUTH MARK WAS NOT SEARCHED FOR BUT IT WOULD NOT BE VISIBLE
 PR1144'FROM THE GROUND AT THE STATION.  THE UNDERGROUND MARK AND R.M.
 PR1144'NO. 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A SURFACE
 PR1144'MARK AND ONE NEW REFERENCE MARK WERE ESTABLISHED.  A NEW
 PR1144'AZIMUTH MARK WAS NOT SET AS NO OBJECTS WERE VISIBLE FROM THE
 PR1144'GROUND.
 PR1144'
 PR1144'THE STATION RECOVERED AS DESCRIBED FROM THE MUNI. STANDPIPES
 PR1144'AND IS 82 FEET WEST OF THE CENTERLINE OF 2ND STREET WEST, 54.5
 PR1144'FEET NORTH OF THE CENTERLINE OF 6TH AVENUE NORTH, 60.1 FEET
 PR1144'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL BLOND-BRICK
 PR1144'BUILDING, 60.55 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 PR1144'OF THE SAME BUILDING AND 13.8 FEET NORTH OF THE NORTH EDGE OF
 PR1144'THE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PR1144'WATERTOWN 1935 1966.
 PR1144'
 PR1144'R.M. NO. 1 IS ON THE EAST SIDE OF 2ND STREET WEST, 4.5 FEET
 PR1144'WEST OF THE CURB AND 1 FOOT SOUTH OF THE NORTH EDGE OF WALK
 PR1144'LEADING FROM THE CURB TO THE SIDEWALK.  THE MARK IS FLUSH WITH
 PR1144'THE SIDEWALK AND THE DISK IS STAMPED WATERTOWN NO 1 1935.
 PR1144'
 PR1144'R.M. NO. 3 IS SOUTH OF THE STATION, 13.8 FEET SOUTH OF THE
 PR1144'CENTERLINE OF 6TH AVENUE NORTH AND 13.7 FEET WEST OF THE
 PR1144'CENTERLINE OF A SIDEWALK LEADING SOUTH TO EAST SIDE OF A
 PR1144'HOUSE.  A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 PR1144'THE CURB.  THE MARK IS FLUSH WITH THE CURB AND THE DISK IS
 PR1144'STAMPED WATERTOWN NO 3 1935 1966.
 PR1144'
 PR1144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERTOWN
 PR1144
 PR1144                          STATION RECOVERY (1990)
 PR1144
 PR1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR1144'IN WATERTOWN, AT THE INTERSECTION OF 2ND STREET WEST AND 6TH AVENUE
 PR1144'NORTH, 25.0 M (82.0 FT) WEST OF THE CENTER OF THE STREET, 16.8 M
 PR1144'(55.1 FT) NORTH OF THE CENTER OF THE AVENUE, 9.1 M (29.9 FT)
 PR1144'SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 5.65 M
 PR1144'(18.54 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRICK BUILDING, LEVEL
 PR1144'WITH THE AVENUE, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND
 PR1144'SURFACE.
 PR1144
 PR1144                          STATION RECOVERY (1992)
 PR1144
 PR1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PR1144'RECOVERED IN GOOD CONDITION.
 PR1144
 PR1144                          STATION RECOVERY (1995)
 PR1144
 PR1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1144'IN WATERTOWN, AT THE INTERSECTION OF 2ND STREET WEST AND 6TH AVENUE
 PR1144'NORTH, 32.0 M (105.0 FT) WEST OF REFERENCE MARK 1, 25.0 M (82.0 FT)
 PR1144'WEST OF THE STREET CENTER, 21.0 M (68.9 FT) NORTH OF REFERENCE MARK 3,
 PR1144'16.5 M (54.1 FT) NORTH OF THE AVENUE CENTER, 5.7 M (18.7 FT) SOUTH OF
 PR1144'THE SOUTHWEST CORNER OF A BUILDING, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 PR1144'THE AVENUE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 PR1144'GROUND SURFACE.
 PR1144
 PR1144                          STATION RECOVERY (1996)
 PR1144
 PR1144'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1144'RECOVERED AS DESCRIBED.
 PR1144
 PR1144                          STATION RECOVERY (2011)
 PR1144
 PR1144'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR1144'STATION IS 14.0 FEET SSE OF A LAMP POST BASE AND 11.7 SOUTHEAST OF THE
 PR1144'CENTER OF A WATER VALVE ACCESS COVER.  RM 1 AND RM 3 WERE ALSO FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1143 ***********************************************************************
 PR1143  DESIGNATION -  WATERTOWN RM 1
 PR1143  PID         -  PR1143
 PR1143  STATE/COUNTY-  SD/CODINGTON
 PR1143  COUNTRY     -  US
 PR1143  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1143
 PR1143                         *CURRENT SURVEY CONTROL
 PR1143  ______________________________________________________________________
 PR1143* NAD 83(1986) POSITION- 44 54 29.87   (N) 097 07 01.13   (W)   HD_HELD1
 PR1143* NAVD 88 ORTHO HEIGHT -   544.564 (meters)     1786.62  (feet) ADJUSTED
 PR1143  ______________________________________________________________________
 PR1143  GEOID HEIGHT    -        -25.125 (meters)                     GEOID18
 PR1143  DYNAMIC HEIGHT  -        544.484 (meters)     1786.36  (feet) COMP
 PR1143  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR1143
 PR1143  VERT ORDER      -  FIRST     CLASS II
 PR1143
 PR1143.The horizontal coordinates were determined by differentially corrected
 PR1143.hand held GPS observations or other comparable positioning techniques
 PR1143.and have an estimated accuracy of +/- 3 meters.
 PR1143
 PR1143.The orthometric height was determined by differential leveling and
 PR1143.adjusted by the NATIONAL GEODETIC SURVEY
 PR1143.in July 1998.
 PR1143
 PR1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1143.GEOID18 height accuracy estimate available here.
 PR1143
 PR1143.Click photographs - Photos may exist for this station.
 PR1143
 PR1143.The dynamic height is computed by dividing the NAVD 88
 PR1143.geopotential number by the normal gravity value computed on the
 PR1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1143.degrees latitude (g = 980.6199 gals.).
 PR1143
 PR1143.The modeled gravity was interpolated from observed gravity values.
 PR1143
 PR1143;                    North         East    Units  Estimated Accuracy
 PR1143;SPC SD N     -   123,505.7     827,618.0     MT  (+/- 3 meters HH1 GPS) 
 PR1143
 PR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4864774488(NAD 83)
 PR1143
 PR1143                          SUPERSEDED SURVEY CONTROL
 PR1143
 PR1143.No superseded survey control is available for this station.
 PR1143
 PR1143_MARKER: DR = REFERENCE MARK DISK
 PR1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1143_STAMPING: WATERTOWN NO 1 1935
 PR1143_MARK LOGO: CGS
 PR1143_PROJECTION: FLUSH
 PR1143_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1143+STABILITY: SURFACE MOTION
 PR1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1143+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2011
 PR1143
 PR1143  HISTORY     - Date     Condition        Report By
 PR1143  HISTORY     - 1935     MONUMENTED       CGS
 PR1143  HISTORY     - 19900721 GOOD             NGS
 PR1143  HISTORY     - 19961011 GOOD             CHANCE
 PR1143  HISTORY     - 20110819 GOOD             GEOCAC
 PR1143
 PR1143                          STATION DESCRIPTION
 PR1143
 PR1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1143'IN WATERTOWN, AT 606 2ND STREET NORTH, IN THE CENTER OF A SIDEWALK
 PR1143'LEADING TO A HOUSE, 14.9 M (48.9 FT) WEST-SOUTHWEST OF THE NORTHWEST
 PR1143'CORNER OF A HOUSE AT 606 2ND STREET NORTH, 1.4 M (4.6 FT) EAST OF THE
 PR1143'EAST CURB OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR1143'SURFACE.
 PR1143
 PR1143                          STATION RECOVERY (1996)
 PR1143
 PR1143'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1143'IN WATERTOWN, AT THE INTERSECTION OF 2ND STREET WEST AND 6TH AVENUE
 PR1143'NORTH, 32.0 M (105.0 FT) EAST OF TRIANGULATION STATION WATERTOWN
 PR1143'RESET, 14.7 M (48.2 FT) NORTH OF THE EXTENDED AVENUE CENTER, 7.0 M
 PR1143'(23.0 FT) EAST OF AND LEVEL WITH THE STREET CENTER, 0.3 M (1.0 FT)
 PR1143'SOUTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH
 PR1143'AND SURROUNDED BY A SIDEWALK.
 PR1143
 PR1143                          STATION RECOVERY (2011)
 PR1143
 PR1143'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR1143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR1145 ***********************************************************************
 PR1145  DESIGNATION -  WATERTOWN RM 3
 PR1145  PID         -  PR1145
 PR1145  STATE/COUNTY-  SD/CODINGTON
 PR1145  COUNTRY     -  US
 PR1145  USGS QUAD   -  WATERTOWN EAST (2017)
 PR1145
 PR1145                         *CURRENT SURVEY CONTROL
 PR1145  ______________________________________________________________________
 PR1145* NAD 83(1986) POSITION- 44 54 29.25   (N) 097 07 02.60   (W)   HD_HELD1
 PR1145* NAVD 88 ORTHO HEIGHT -   545.698 (meters)     1790.34  (feet) ADJUSTED
 PR1145  ______________________________________________________________________
 PR1145  GEOID HEIGHT    -        -25.125 (meters)                     GEOID18
 PR1145  DYNAMIC HEIGHT  -        545.618 (meters)     1790.08  (feet) COMP
 PR1145  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PR1145
 PR1145  VERT ORDER      -  FIRST     CLASS II
 PR1145
 PR1145.The horizontal coordinates were determined by differentially corrected
 PR1145.hand held GPS observations or other comparable positioning techniques
 PR1145.and have an estimated accuracy of +/- 3 meters.
 PR1145
 PR1145.The orthometric height was determined by differential leveling and
 PR1145.adjusted by the NATIONAL GEODETIC SURVEY
 PR1145.in July 1998.
 PR1145
 PR1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR1145.GEOID18 height accuracy estimate available here.
 PR1145
 PR1145.Click photographs - Photos may exist for this station.
 PR1145
 PR1145.The dynamic height is computed by dividing the NAVD 88
 PR1145.geopotential number by the normal gravity value computed on the
 PR1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1145.degrees latitude (g = 980.6199 gals.).
 PR1145
 PR1145.The modeled gravity was interpolated from observed gravity values.
 PR1145
 PR1145;                    North         East    Units  Estimated Accuracy
 PR1145;SPC SD N     -   123,485.4     827,586.4     MT  (+/- 3 meters HH1 GPS) 
 PR1145
 PR1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4861574468(NAD 83)
 PR1145
 PR1145                          SUPERSEDED SURVEY CONTROL
 PR1145
 PR1145.No superseded survey control is available for this station.
 PR1145
 PR1145_MARKER: DR = REFERENCE MARK DISK
 PR1145_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PR1145_SP_SET: CURB
 PR1145_STAMPING: WATERTOWN NO 3 1935 1966
 PR1145_MARK LOGO: CGS
 PR1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1145+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2011
 PR1145
 PR1145  HISTORY     - Date     Condition        Report By
 PR1145  HISTORY     - 1966     MONUMENTED       CGS
 PR1145  HISTORY     - 19900721 GOOD             NGS
 PR1145  HISTORY     - 19950925 GOOD             NGS
 PR1145  HISTORY     - 19961011 GOOD             CHANCE
 PR1145  HISTORY     - 20110819 GOOD             GEOCAC
 PR1145
 PR1145                          STATION DESCRIPTION
 PR1145
 PR1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1145'IN WATERTOWN, AT 523 2ND STREET WEST, IN THE SOUTH CURB OF 6TH AVENUE
 PR1145'WEST, 11.1 M (36.4 FT) NORTH OF THE NORTHEAST CORNER OF A HOUSE AT
 PR1145'523 2ND STREET WEST, AND LEVEL WITH THE AVENUE.
 PR1145
 PR1145                          STATION RECOVERY (1995)
 PR1145
 PR1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PR1145'IN WATERTOWN, AT THE INTERSECTION OF 2ND STREET AND 6TH AVENUE, IN THE
 PR1145'CONCRETE CURB ALONG THE SOUTH SIDE OF THE AVENUE, 25.0 M (82.0 FT)
 PR1145'WEST OF THE STREET CENTER, 23.0 M (75.5 FT) SOUTH OF TRIANGULATION
 PR1145'STATION WATERTOWN RESET, 4.7 M (15.4 FT) SOUTH OF THE AVENUE CENTER,
 PR1145'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
 PR1145
 PR1145                          STATION RECOVERY (1996)
 PR1145
 PR1145'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (LH)
 PR1145'IN WATERTOWN, AT THE INTERSECTION OF 2ND STREET WEST AND 6TH AVENUE
 PR1145'NORTH, IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF THE AVENUE, 25.0 M
 PR1145'(82.0 FT) WEST OF THE STREET CENTER, 21.0 M (68.9 FT) SOUTH OF
 PR1145'TRIANGULATION STATION WATERTOWN RESET, 4.7 M (15.4 FT) SOUTH OF THE
 PR1145'AVENUE CENTER, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
 PR1145
 PR1145                          STATION RECOVERY (2011)
 PR1145
 PR1145'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR1145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0825 ***********************************************************************
 PR0825  DESIGNATION -  WATERTOWN SMALL MUN STANDPIPE
 PR0825  PID         -  PR0825
 PR0825  STATE/COUNTY-  SD/CODINGTON
 PR0825  COUNTRY     -  US
 PR0825  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0825
 PR0825                         *CURRENT SURVEY CONTROL
 PR0825  ______________________________________________________________________
 PR0825* NAD 83(1996) POSITION- 44 54 30.04496(N) 097 07 03.84517(W)   ADJUSTED
 PR0825  ______________________________________________________________________
 PR0825  GEOID HEIGHT    -        -25.125 (meters)                     GEOID18
 PR0825  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 PR0825  HORZ ORDER      -  THIRD
 PR0825
 PR0825.The horizontal coordinates were established by classical geodetic methods
 PR0825.and adjusted by the National Geodetic Survey in January 1998.
 PR0825
 PR0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0825.GEOID18 height accuracy estimate available here.
 PR0825
 PR0825.Click photographs - Photos may exist for this station.
 PR0825
 PR0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0825
 PR0825. The following values were computed from the NAD 83(1996) position.
 PR0825
 PR0825;                    North         East     Units Scale Factor Converg.
 PR0825;SPC SD N     -   123,508.929   827,558.278   MT  0.99994221   +2 02 23.6
 PR0825;SPC SD N     -   405,212.21  2,715,080.78   sFT  0.99994221   +2 02 23.6
 PR0825;UTM  14      - 4,974,492.237   648,587.743   MT  0.99987149   +1 19 44.7
 PR0825
 PR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4858774492(NAD 83)
 PR0825
 PR0825                          SUPERSEDED SURVEY CONTROL
 PR0825
 PR0825  NAD 83(1986)-  44 54 30.03915(N)    097 07 03.82776(W) AD(       ) 3
 PR0825  NAD 27      -  44 54 30.17200(N)    097 07 02.56200(W) AD(       ) 3
 PR0825  USSD        -  44 54 30.33400(N)    097 07 03.00400(W) AD(       ) 3
 PR0825
 PR0825.Superseded values are not recommended for survey control.
 PR0825
 PR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0825.See file dsdata.pdf to determine how the superseded data were derived.
 PR0825
 PR0825_MARKER: 54 = WATER TOWER
 PR0825
 PR0825  HISTORY     - Date     Condition        Report By
 PR0825  HISTORY     - 1903     FIRST OBSERVED   CGS
 PR0825  HISTORY     - 1935     GOOD             CGS
 PR0825  HISTORY     - 1957     GOOD             CGS
 PR0825  HISTORY     - 1965     GOOD             CGS
 PR0825  HISTORY     - 1971     GOOD             NGS
 PR0825  HISTORY     - 1983     GOOD             NGS
 PR0825
 PR0825                          STATION DESCRIPTION
 PR0825
 PR0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0825'THE OLD STANDPIPE WHICH WAS PRESENT IN 1903 IS STILL STANDING.
 PR0825'A NEW AND MUCH LARGER TANK HAS BEEN ERECTED CLOSE TO IT.
 PR0825'
 PR0825'NOTE--THIS STATION IS ALSO LISTED IN FILE AS WATERTOWN, MUNICIPAL
 PR0825'STANDPIPE (SMALL) CENTER, 1935.
 PR0825
 PR0825                          STATION RECOVERY (1957)
 PR0825
 PR0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 PR0825'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PR0825
 PR0825                          STATION RECOVERY (1965)
 PR0825
 PR0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 PR0825'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 PR0825'AS DESCRIBED.
 PR0825'
 PR0825'NOTE--ALSO LISTED AS WATERTOWN, MUNICIPAL STANDPIPE (SMALL)
 PR0825'CENTER, 1935.
 PR0825
 PR0825                          STATION RECOVERY (1971)
 PR0825
 PR0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 PR0825'STATION RECOVERED IN GOOD CONDITION.
 PR0825'
 PR0825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERTOWN
 PR0825
 PR0825                          STATION RECOVERY (1983)
 PR0825
 PR0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 PR0825'RECOVERED IN GOOD CONDITION.
 PR0825'
 PR0825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WATERTOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0822 ***********************************************************************
 PR0822  DESIGNATION -  WATERTOWN STOKES BUILDING DOME
 PR0822  PID         -  PR0822
 PR0822  STATE/COUNTY-  SD/CODINGTON
 PR0822  COUNTRY     -  US
 PR0822  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0822
 PR0822                         *CURRENT SURVEY CONTROL
 PR0822  ______________________________________________________________________
 PR0822* NAD 83(1996) POSITION- 44 54 00.77038(N) 097 06 45.48242(W)   ADJUSTED
 PR0822  ______________________________________________________________________
 PR0822  GEOID HEIGHT    -        -25.121 (meters)                     GEOID18
 PR0822  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 PR0822  HORZ ORDER      -  THIRD
 PR0822
 PR0822.The horizontal coordinates were established by classical geodetic methods
 PR0822.and adjusted by the National Geodetic Survey in January 1998.
 PR0822
 PR0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0822.GEOID18 height accuracy estimate available here.
 PR0822
 PR0822.Click photographs - Photos may exist for this station.
 PR0822
 PR0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0822
 PR0822. The following values were computed from the NAD 83(1996) position.
 PR0822
 PR0822;                    North         East     Units Scale Factor Converg.
 PR0822;SPC SD N     -   122,620.216   827,993.041   MT  0.99994257   +2 02 36.6
 PR0822;SPC SD N     -   402,296.49  2,716,507.17   sFT  0.99994257   +2 02 36.6
 PR0822;UTM  14      - 4,973,598.261   649,011.416   MT  0.99987304   +1 19 57.0
 PR0822
 PR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4901173598(NAD 83)
 PR0822
 PR0822                          SUPERSEDED SURVEY CONTROL
 PR0822
 PR0822  NAD 83(1986)-  44 54 00.76552(N)    097 06 45.46596(W) AD(       ) 3
 PR0822  NAD 27      -  44 54 00.89700(N)    097 06 44.20100(W) AD(       ) 3
 PR0822
 PR0822.Superseded values are not recommended for survey control.
 PR0822
 PR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0822.See file dsdata.pdf to determine how the superseded data were derived.
 PR0822
 PR0822_MARKER: 87 = DOME
 PR0822
 PR0822  HISTORY     - Date     Condition        Report By
 PR0822  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0822
 PR0822                          STATION DESCRIPTION
 PR0822
 PR0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0822'THIS STATION IS THE CENTER OF THE DOME WHICH IS OVER THE
 PR0822'SW CORNER OF THE STOKES BUILDING IN WATERTOWN.  THE BUILDING
 PR0822'IS A THREE STORY, RED BRICK BUILDING, WITH A FLAT TOP DOME
 PR0822'BELFRY.  THE BELFRY IS A WOODEN OCTAGONAL SHAPED STRUCTURE
 PR0822'WITH GOTHIC ARCH AND WINDOWS ON ALL SIDES.  THE DOME HAS A
 PR0822'BROKEN FLAGSTAFF IN THE CENTER.  THE BUILDING IS NOT VERY
 PR0822'PROMINENT, IT IS ABOUT 75 FEET HIGH.
 PR0822'
 PR0822'THE BUILDING IS ON THE NE CORNER OF KEMP AVENUE AND MAPLE
 PR0822'STREET NEAR THE CENTER OF TOWN.
 PR0822'
 PR0822'THE STATION WAS OBSERVED FROM WATERTOWN, WATERTOWN AIRPORT,
 PR0822'SHERIDAN, ELFRING-1903, FRANKLIN-1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0821 ***********************************************************************
 PR0821  DESIGNATION -  WATERTOWN TRINITY CH SPIRE
 PR0821  PID         -  PR0821
 PR0821  STATE/COUNTY-  SD/CODINGTON
 PR0821  COUNTRY     -  US
 PR0821  USGS QUAD   -  WATERTOWN EAST (2017)
 PR0821
 PR0821                         *CURRENT SURVEY CONTROL
 PR0821  ______________________________________________________________________
 PR0821* NAD 83(1996) POSITION- 44 53 53.95797(N) 097 06 47.86503(W)   ADJUSTED
 PR0821  ______________________________________________________________________
 PR0821  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 PR0821  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 PR0821  HORZ ORDER      -  THIRD
 PR0821
 PR0821.The horizontal coordinates were established by classical geodetic methods
 PR0821.and adjusted by the National Geodetic Survey in January 1998.
 PR0821
 PR0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0821.GEOID18 height accuracy estimate available here.
 PR0821
 PR0821.Click photographs - Photos may exist for this station.
 PR0821
 PR0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0821
 PR0821. The following values were computed from the NAD 83(1996) position.
 PR0821
 PR0821;                    North         East     Units Scale Factor Converg.
 PR0821;SPC SD N     -   122,408.203   827,948.299   MT  0.99994266   +2 02 34.9
 PR0821;SPC SD N     -   401,600.91  2,716,360.38   sFT  0.99994266   +2 02 34.9
 PR0821;UTM  14      - 4,973,386.835   648,964.050   MT  0.99987287   +1 19 55.1
 PR0821
 PR0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ4896473386(NAD 83)
 PR0821
 PR0821                          SUPERSEDED SURVEY CONTROL
 PR0821
 PR0821  NAD 83(1986)-  44 53 53.95315(N)    097 06 47.84849(W) AD(       ) 3
 PR0821  NAD 27      -  44 53 54.08500(N)    097 06 46.58400(W) AD(       ) 3
 PR0821
 PR0821.Superseded values are not recommended for survey control.
 PR0821
 PR0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0821.See file dsdata.pdf to determine how the superseded data were derived.
 PR0821
 PR0821_MARKER: 90 = CHURCH SPIRE
 PR0821
 PR0821  HISTORY     - Date     Condition        Report By
 PR0821  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0821
 PR0821                          STATION DESCRIPTION
 PR0821
 PR0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PR0821'THIS STATION IS THE CENTER OF THE SPIRE OF TRINITY CHURCH.
 PR0821'THE CHURCH IS A WOODEN WHITE STRUCTURE WITH A SQUARE WOODEN
 PR0821'TOWER OVER THE SW CORNER.  THE TOWER IS SQUARE SURMOUNTED
 PR0821'BY A SHINGLED COVERED SPIRE.  THE SPIRE COMES TO A POINT AT THE
 PR0821'TOP.  THE SPIRE IS ABOUT 50 FEET HIGH AND IS NOT VERY PROMINENT.
 PR0821'DATE OF CONSTRUCTION UNKNOWN.
 PR0821'
 PR0821'THE CHURCH IS ON S MAPLE STREET, E ACROSS THE STREET FROM THE
 PR0821'COURTHOUSE.  IT IS IN THE SE PART OF TOWN.
 PR0821'
 PR0821'THE STATION WAS OBSERVED FROM SHERIDAN, ELFRING-1903, FRANKLIN-1903,
 PR0821'AND WATERTOWN AIRPORT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0946 ***********************************************************************
 PR0946  DESIGNATION -  WATSON
 PR0946  PID         -  PR0946
 PR0946  STATE/COUNTY-  SD/BROOKINGS
 PR0946  COUNTRY     -  US
 PR0946  USGS QUAD   -  WHITE NE (2017)
 PR0946
 PR0946                         *CURRENT SURVEY CONTROL
 PR0946  ______________________________________________________________________
 PR0946* NAD 83(1996) POSITION- 44 25 02.33814(N) 096 33 57.04908(W)   ADJUSTED
 PR0946* NAVD 88 ORTHO HEIGHT -   591.    (meters)     1939.    (feet) SCALED
 PR0946  ______________________________________________________________________
 PR0946  GEOID HEIGHT    -        -25.383 (meters)                     GEOID18
 PR0946  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 PR0946  HORZ ORDER      -  SECOND
 PR0946
 PR0946.The horizontal coordinates were established by classical geodetic methods
 PR0946.and adjusted by the National Geodetic Survey in January 1998.
 PR0946
 PR0946.The orthometric height was scaled from a topographic map.
 PR0946
 PR0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0946.GEOID18 height accuracy estimate available here.
 PR0946
 PR0946.Click photographs - Photos may exist for this station.
 PR0946
 PR0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0946
 PR0946. The following values were computed from the NAD 83(1996) position.
 PR0946
 PR0946;                    North         East     Units Scale Factor Converg.
 PR0946;SPC SD N     -    70,693.894   873,420.341   MT  0.99999988   +2 25 49.7
 PR0946;SPC SD N     -   231,934.88  2,865,546.57   sFT  0.99999988   +2 25 49.7
 PR0946;UTM  14      - 4,921,106.764   693,784.244   MT  1.00006184   +1 42 14.9
 PR0946
 PR0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0946!SPC SD N     -   0.99991128  x   0.99999988  =   0.99991116
 PR0946!UTM  14      -   0.99991128  x   1.00006184  =   0.99997312
 PR0946
 PR0946:                Primary Azimuth Mark                     Grid Az
 PR0946:SPC SD N     -  WATSON AZ MK                             180 29 47.0
 PR0946:UTM  14      -  WATSON AZ MK                             181 13 21.8
 PR0946
 PR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9378421106(NAD 83)
 PR0946
 PR0946|---------------------------------------------------------------------|
 PR0946| PID    Reference Object                     Distance      Geod. Az  |
 PR0946|                                                           dddmmss.s |
 PR0946| CO8929 WATSON AZ MK                                       1825536.7 |
 PR0946| CO8931 WATSON RM 2                          25.221 METERS 18645     |
 PR0946| CO8930 WATSON RM 1                          16.477 METERS 35041     |
 PR0946|---------------------------------------------------------------------|
 PR0946
 PR0946                          SUPERSEDED SURVEY CONTROL
 PR0946
 PR0946  NAD 83(1986)-  44 25 02.33628(N)    096 33 57.02903(W) AD(       ) 2
 PR0946  NAD 27      -  44 25 02.46521(N)    096 33 55.85260(W) AD(       ) 2
 PR0946
 PR0946.Superseded values are not recommended for survey control.
 PR0946
 PR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0946.See file dsdata.pdf to determine how the superseded data were derived.
 PR0946
 PR0946_MARKER: DD = SURVEY DISK
 PR0946_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PR0946+WITH SETTING: INFORMATION.
 PR0946_STAMPING: ET WATSON 1968
 PR0946_MARK LOGO: USGS
 PR0946_PROJECTION: FLUSH
 PR0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0946
 PR0946  HISTORY     - Date     Condition        Report By
 PR0946  HISTORY     - 1968     MONUMENTED       USGS
 PR0946
 PR0946                          STATION DESCRIPTION
 PR0946
 PR0946'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (RLM)
 PR0946'STATION IS LOCATED ABOUT 1.1 MI S. AND 4.0 MI E. OF THE TOWN
 PR0946'OF WHITE, IN NW 1/4 OF SW 1/4 SEC. 14, T. 111 N., R. 48 W.
 PR0946'
 PR0946'TO REACH FROM THE INTERSECTION OF COUNTY RD. N. TO TORONTO
 PR0946'AND STATE HWY. 30 IN THE S. EDGE OF WHITE, GO E. ALONG STATE
 PR0946'HWY. 30 APPROX. 4.0 MI TO CROSSROAD, TURN RIGHT (S.) ON
 PR0946'GRAVEL RD. AND GO APPROX. 1.6 MI AND THE STATION ON THE LEFT.
 PR0946'
 PR0946'STATION IS 678 FT S. OF FARM LANE E., 52.2 FT E. OF N.-S.
 PR0946'RD., 31.0 FT S. OF POWER LINE W., 11.2 FT E. OF WITNESS POST,
 PR0946'BURIED 15 IN. AND CENTERED IN BED OF GRAVEL, STAMPED ET
 PR0946'WATSON 1968.
 PR0946'
 PR0946'REFERENCE MARK 1 IS N. OF STATION, 43.6 FT E. OF N.-S. RD.,
 PR0946'13.8 FT S. OF FIELD ENTRANCE E., 1 FT E. OF N.-S. FENCE AND
 PR0946'IS STAMPED WATSON NO. 1 1968.
 PR0946'
 PR0946'REFERENCE MARK 2 IS S. OF STATION, 43.6 FT E. OF N.-S. RD.,
 PR0946'1.0 FT E. OF N.-S. FENCE AND IS STAMPED WATSON NO. 2 1968.
 PR0946'
 PR0946'THE AZIMUTH MARK IS 285.9 FT S. OF E.-W. RD., 36.0 FT W. OF
 PR0946'N.-S. RD., 15.5 FT S. OF DRIVE W. TO FARMHOUSE, 2.5 FT W.
 PR0946'OF POWER POLE, 2.5 FT E. OF RIGHT-OF-WAY FENCE AND IS STAMPED
 PR0946'WATSON AZIMUTH MARK 1968.
 PR0946'
 PR0946'ALL MARKS ARE STANDARD TABLETS CRIMPED ON COPPER WELD RODS,
 PR0946'SET FLUSH WITH THE GROUND AND CENTERED IN 6 IN. DRAIN TILE FILLED
 PR0946'WITH GRAVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0418 ***********************************************************************
 QQ0418  DESIGNATION -  WAUBAY GOTHIC CHURCH SPIRE
 QQ0418  PID         -  QQ0418
 QQ0418  STATE/COUNTY-  SD/DAY
 QQ0418  COUNTRY     -  US
 QQ0418  USGS QUAD   -  WAUBAY (2017)
 QQ0418
 QQ0418                         *CURRENT SURVEY CONTROL
 QQ0418  ______________________________________________________________________
 QQ0418* NAD 83(1996) POSITION- 45 19 57.15719(N) 097 18 18.17635(W)   ADJUSTED
 QQ0418  ______________________________________________________________________
 QQ0418  GEOID HEIGHT    -        -25.154 (meters)                     GEOID18
 QQ0418  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 QQ0418  HORZ ORDER      -  THIRD
 QQ0418
 QQ0418.The horizontal coordinates were established by classical geodetic methods
 QQ0418.and adjusted by the National Geodetic Survey in January 1998.
 QQ0418
 QQ0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0418.GEOID18 height accuracy estimate available here.
 QQ0418
 QQ0418.Click photographs - Photos may exist for this station.
 QQ0418
 QQ0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0418
 QQ0418. The following values were computed from the NAD 83(1996) position.
 QQ0418
 QQ0418;                    North         East     Units Scale Factor Converg.
 QQ0418;SPC SD N     -   170,113.525   811,206.292   MT  0.99995115   +1 54 26.4
 QQ0418;SPC SD N     -   558,114.12  2,661,432.64   sFT  0.99995115   +1 54 26.4
 QQ0418;UTM  14      - 5,021,290.197   632,812.871   MT  0.99981688   +1 12 20.2
 QQ0418
 QQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3281221290(NAD 83)
 QQ0418
 QQ0418                          SUPERSEDED SURVEY CONTROL
 QQ0418
 QQ0418  NAD 83(1986)-  45 19 57.15719(N)    097 18 18.16233(W) AD(       ) 3
 QQ0418  NAD 27      -  45 19 57.30000(N)    097 18 16.85000(W) AD(       ) 3
 QQ0418  USSD        -  45 19 57.46000(N)    097 18 17.29000(W) AD(       ) 3
 QQ0418
 QQ0418.Superseded values are not recommended for survey control.
 QQ0418
 QQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0418.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0418
 QQ0418_MARKER: 90 = CHURCH SPIRE
 QQ0418
 QQ0418  HISTORY     - Date     Condition        Report By
 QQ0418  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0418  HISTORY     - 1935     GOOD             CGS
 QQ0418  HISTORY     - 1952     GOOD             CGS
 QQ0418
 QQ0418                          STATION DESCRIPTION
 QQ0418
 QQ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0418'THIS IS EVIDENTLY THE CATHOLIC CHURCH SINCE IT IS THE CHURCH
 QQ0418'BUILDING WITH GOTHIC WINDOWS AND DOORWAYS.
 QQ0418
 QQ0418                          STATION RECOVERY (1952)
 QQ0418
 QQ0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0418'THE STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0420 ***********************************************************************
 QQ0420  DESIGNATION -  WAUBAY MUNICIPAL WATER TANK
 QQ0420  PID         -  QQ0420
 QQ0420  STATE/COUNTY-  SD/DAY
 QQ0420  COUNTRY     -  US
 QQ0420  USGS QUAD   -  WAUBAY (2017)
 QQ0420
 QQ0420                         *CURRENT SURVEY CONTROL
 QQ0420  ______________________________________________________________________
 QQ0420* NAD 83(1996) POSITION- 45 20 06.64576(N) 097 18 14.78696(W)   ADJUSTED
 QQ0420  ______________________________________________________________________
 QQ0420  GEOID HEIGHT    -        -25.155 (meters)                     GEOID18
 QQ0420  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 QQ0420  HORZ ORDER      -  THIRD
 QQ0420
 QQ0420.The horizontal coordinates were established by classical geodetic methods
 QQ0420.and adjusted by the National Geodetic Survey in January 1998.
 QQ0420
 QQ0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0420.GEOID18 height accuracy estimate available here.
 QQ0420
 QQ0420.Click photographs - Photos may exist for this station.
 QQ0420
 QQ0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0420
 QQ0420. The following values were computed from the NAD 83(1996) position.
 QQ0420
 QQ0420;                    North         East     Units Scale Factor Converg.
 QQ0420;SPC SD N     -   170,408.734   811,270.298   MT  0.99995137   +1 54 28.7
 QQ0420;SPC SD N     -   559,082.65  2,661,642.64   sFT  0.99995137   +1 54 28.7
 QQ0420;UTM  14      - 5,021,584.560   632,880.479   MT  0.99981710   +1 12 22.9
 QQ0420
 QQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3288021584(NAD 83)
 QQ0420
 QQ0420                          SUPERSEDED SURVEY CONTROL
 QQ0420
 QQ0420  NAD 83(1986)-  45 20 06.64560(N)    097 18 14.77262(W) AD(       ) 3
 QQ0420  NAD 27      -  45 20 06.79121(N)    097 18 13.46718(W) AD(       ) 3
 QQ0420
 QQ0420.Superseded values are not recommended for survey control.
 QQ0420
 QQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0420.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0420
 QQ0420_MARKER: 53 = ELEVATED TANK
 QQ0420
 QQ0420  HISTORY     - Date     Condition        Report By
 QQ0420  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0420
 QQ0420                          STATION DESCRIPTION
 QQ0420
 QQ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0420'THE STATION IS LOCATED IN THE CENTER OF TOWN OF WAUBAY.  IT IS
 QQ0420'A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, ABOUT 125 FEET
 QQ0420'IN HIGH AND WITH A CAPACITY OF ABOUT 60,000 GALLONS.
 QQ0420'
 QQ0420'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0415 ***********************************************************************
 QQ0415  DESIGNATION -  WAUBAY NATL WILDLIFE REF TWR
 QQ0415  PID         -  QQ0415
 QQ0415  STATE/COUNTY-  SD/DAY
 QQ0415  COUNTRY     -  US
 QQ0415  USGS QUAD   -  ENEMY SWIM LAKE WEST (2017)
 QQ0415
 QQ0415                         *CURRENT SURVEY CONTROL
 QQ0415  ______________________________________________________________________
 QQ0415* NAD 83(1996) POSITION- 45 25 31.41431(N) 097 19 45.17311(W)   ADJUSTED
 QQ0415  ______________________________________________________________________
 QQ0415  GEOID HEIGHT    -        -25.136 (meters)                     GEOID18
 QQ0415  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 QQ0415  HORZ ORDER      -  THIRD
 QQ0415
 QQ0415.The horizontal coordinates were established by classical geodetic methods
 QQ0415.and adjusted by the National Geodetic Survey in January 1998.
 QQ0415
 QQ0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0415.GEOID18 height accuracy estimate available here.
 QQ0415
 QQ0415.Click photographs - Photos may exist for this station.
 QQ0415
 QQ0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0415
 QQ0415. The following values were computed from the NAD 83(1996) position.
 QQ0415
 QQ0415;                    North         East     Units Scale Factor Converg.
 QQ0415;SPC SD N     -   180,363.873   808,972.726   MT  0.99996041   +1 53 24.8
 QQ0415;SPC SD N     -   591,743.81  2,654,104.69   sFT  0.99996041   +1 53 24.8
 QQ0415;UTM  14      - 5,031,565.635   630,705.141   MT  0.99981005   +1 11 25.2
 QQ0415
 QQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3070531565(NAD 83)
 QQ0415
 QQ0415                          SUPERSEDED SURVEY CONTROL
 QQ0415
 QQ0415  NAD 83(1986)-  45 25 31.41447(N)    097 19 45.15945(W) AD(       ) 3
 QQ0415  NAD 27      -  45 25 31.56240(N)    097 19 43.84746(W) AD(       ) 3
 QQ0415
 QQ0415.Superseded values are not recommended for survey control.
 QQ0415
 QQ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0415.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0415
 QQ0415_MARKER: 57 = LOOKOUT TOWER
 QQ0415
 QQ0415  HISTORY     - Date     Condition        Report By
 QQ0415  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0415
 QQ0415                          STATION DESCRIPTION
 QQ0415
 QQ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0415'THE STATION IS 8 MILES NORTH OF WAUBAY.  IT IS A FOUR-LEGGED
 QQ0415'STRUCTURAL STEEL TOWER, WITH A GLASS INCLOSED CABIN AT THE TOP,
 QQ0415'PAINTED ORANGE AND IS 100 FEET HIGH.
 QQ0415'
 QQ0415'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0419 ***********************************************************************
 QQ0419  DESIGNATION -  WAUBAY RESET
 QQ0419  PID         -  QQ0419
 QQ0419  STATE/COUNTY-  SD/DAY
 QQ0419  COUNTRY     -  US
 QQ0419  USGS QUAD   -  WAUBAY (2017)
 QQ0419
 QQ0419                         *CURRENT SURVEY CONTROL
 QQ0419  ______________________________________________________________________
 QQ0419* NAD 83(1996) POSITION- 45 19 18.45708(N) 097 16 02.14817(W)   ADJUSTED
 QQ0419* NAVD 88 ORTHO HEIGHT -   594.9   (meters)     1952.    (feet) VERTCON3
 QQ0419  ______________________________________________________________________
 QQ0419  GEOID HEIGHT    -        -25.182 (meters)                     GEOID18
 QQ0419  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 QQ0419  HORZ ORDER      -  FIRST
 QQ0419
 QQ0419.The horizontal coordinates were established by classical geodetic methods
 QQ0419.and adjusted by the National Geodetic Survey in January 1998.
 QQ0419
 QQ0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0419
 QQ0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0419.GEOID18 height accuracy estimate available here.
 QQ0419
 QQ0419.Click photographs - Photos may exist for this station.
 QQ0419
 QQ0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0419
 QQ0419. The following values were computed from the NAD 83(1996) position.
 QQ0419
 QQ0419;                    North         East     Units Scale Factor Converg.
 QQ0419;SPC SD N     -   169,018.796   814,206.794   MT  0.99995025   +1 56 02.6
 QQ0419;SPC SD N     -   554,522.50  2,671,276.79   sFT  0.99995025   +1 56 02.6
 QQ0419;UTM  14      - 5,020,158.947   635,799.356   MT  0.99982675   +1 13 56.2
 QQ0419
 QQ0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0419!SPC SD N     -   0.99991069  x   0.99995025  =   0.99986094
 QQ0419!UTM  14      -   0.99991069  x   0.99982675  =   0.99973746
 QQ0419
 QQ0419:                Primary Azimuth Mark                     Grid Az
 QQ0419:SPC SD N     -  WAUBAY AZ MK                             017 55 56.5
 QQ0419:UTM  14      -  WAUBAY AZ MK                             018 38 02.9
 QQ0419
 QQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3579920158(NAD 83)
 QQ0419
 QQ0419|---------------------------------------------------------------------|
 QQ0419| PID    Reference Object                     Distance      Geod. Az  |
 QQ0419|                                                           dddmmss.s |
 QQ0419| CO7157 WAUBAY RM                                          00331     |
 QQ0419| QQ0378 WIST CHURCH NEAR SPIRE              APPROX.24.7 KM 0050007.6 |
 QQ0419| CO7156 WAUBAY AZ MK                                       0195159.1 |
 QQ0419| QQ0398 SUMMIT HIGH SCHOOL SPIRE            APPROX.18.0 KM 0955942.6 |
 QQ0419| CO7158 WAUBAY RM 2                           8.999 METERS 11251     |
 QQ0419| QQ0432 WEBSTER COURTHOUSE TOWER            APPROX.20.0 KM 2733336.3 |
 QQ0419| QQ0431 WEBSTER WATER WORKS TANK            APPROX.19.8 KM 2743302.2 |
 QQ0419| QQ0430 WEBSTER HI CH SPIRE N PT TOWN       APPROX.19.8 KM 2744146.3 |
 QQ0419| QQ0418 WAUBAY GOTHIC CHURCH SPIRE          APPROX. 3.2 KM 2915842.8 |
 QQ0419| QQ0420 WAUBAY MUNICIPAL WATER TANK         APPROX. 3.2 KM 2971549.8 |
 QQ0419| QQ0423 ROSLYN HIGH SHARP SPIRE             APPROX.24.2 KM 3192455.4 |
 QQ0419| QQ0415 WAUBAY NATL WILDLIFE REF TWR        APPROX.12.5 KM 3371004.3 |
 QQ0419| CO7159 WAUBAY RM 3                           9.653 METERS 35419     |
 QQ0419|---------------------------------------------------------------------|
 QQ0419
 QQ0419                          SUPERSEDED SURVEY CONTROL
 QQ0419
 QQ0419  NAD 83(1986)-  45 19 18.45715(N)    097 16 02.13446(W) AD(       ) 1
 QQ0419  NAD 27      -  45 19 18.60000(N)    097 16 00.83100(W) AD(       ) 1
 QQ0419  USSD        -  45 19 18.76400(N)    097 16 01.27100(W) AD(       ) 3
 QQ0419  NGVD 29 (07/19/86)  594.6    (m)         1951.     (f) VERT ANG       
 QQ0419
 QQ0419.Superseded values are not recommended for survey control.
 QQ0419
 QQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0419.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0419
 QQ0419_MARKER: DZ = AZIMUTH MARK DISK
 QQ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0419_MARK LOGO: CGS
 QQ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0419+STABILITY: SURFACE MOTION
 QQ0419
 QQ0419  HISTORY     - Date     Condition        Report By
 QQ0419  HISTORY     - 1903     MONUMENTED       CGS
 QQ0419  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QQ0419  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QQ0419
 QQ0419                          STATION DESCRIPTION
 QQ0419
 QQ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 QQ0419'SITUATED IN THE NW 1/4 SEC. 26, T. 122 N., R. 53 W., ON LAND
 QQ0419'BELONGING TO MRS. GASSAW.  IT IS 2 MILES EAST AND 1/2 MILES SOUTH
 QQ0419'OF WAUBAY, ON TOP OF A PROMINENT ROCKY KNOLL (COVERED WITH
 QQ0419'BOULDERS).  THE UNDERGROUND MARK IS A 15-INCH PIECE OF TILE.
 QQ0419'THE SURFACE AND REFERENCE MARKS ARE STANDARD AZIMUTH MARK DISKS.
 QQ0419'THE REFERENCE MARK BEING IN THE EAST SIDE OF
 QQ0419'THE ROAD ON THE WEST SIDE OF THE SECTION (26) AND 109.476 METERS
 QQ0419'FROM THE STATION N 03 DEG 31 MIN E.  IT IS
 QQ0419'8.80 METERS LOWER IN ELEVATION THAN THE STATION.  THE
 QQ0419'FOLLOWING BEARINGS AND DISTANCES ARE FROM THE
 QQ0419'TRIANGULATION STATION-- SCHOOLHOUSE CHIMNEY,
 QQ0419'S 36 DEG 07 MIN E, ABOUT 1 MILE.  DWELLING HOUSE CHIMNEY,
 QQ0419'N 28 DEG 59 MIN W, ABOUT 600 METERS.  LENA GASSAWS HOUSE
 QQ0419'CHIMNEY, S 85 DEG 12 MIN E, ABOUT 300 METERS.
 QQ0419
 QQ0419                          STATION RECOVERY (1935)
 QQ0419
 QQ0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0419'THE SURFACE MARK IS A NAIL IN A TERRA-COTTA PIPE FILLED WITH AND
 QQ0419'SET IN CONCRETE, FLUSH WITH SURFACE, IN THE NORTHWEST QUARTER
 QQ0419'OF SEC. 26, T. 122 N., R. 53 W., ON LAND OCCUPIED BY JOHN
 QQ0419'DARGATZ, ON A PROMINENT ROCKY KNOLL, A FEW YARDS EAST OF THE
 QQ0419'WEST LINE OF THE SECTION AND ABOUT 100 FEET WEST OF THE EDGE OF
 QQ0419'A CULTIVATED FIELD.  REFERENCE MARK IS A NAIL IN A TERRA-COTTA
 QQ0419'PIPE, FILLED WITH AND SET IN CONCRETE, FLUSH WITH SURFACE, AT
 QQ0419'EAST EDGE OF FAINT TRAIL, ON WEST SIDE OF SMALL ROCKY KNOLL,
 QQ0419'AND ABOUT 360 FEET NORTH OF STATION.
 QQ0419'
 QQ0419'ALL AZIMUTH MARKS ARE STILL GOOD.  LENA GASSAWS HOUSE SHOULD
 QQ0419'BE CHANGED TO JOHN DARGATZS HOUSE.
 QQ0419
 QQ0419                          STATION RECOVERY (1952)
 QQ0419
 QQ0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0419'THE SURFACE STATION MARK AND THE REFERENCE MARK WERE DESTROYED.
 QQ0419'A NEW STATION MARK WAS SET DIRECTLY OVER THE UNDER-GROUND MARK.
 QQ0419'TWO REFERENCE MARKS AND AN AZIMUTH MARK WAS ESTABLISH.  A
 QQ0419'COMPLETED NEW DESCRIPTION FOLLOWS--
 QQ0419'
 QQ0419'THE STATION IS IN SECTION 26, T 122 N, R 53 W, ABOUT 2 MILES
 QQ0419'SOUTHEAST OF WAUBAY, 1 MILE SOUTH OF U.S. HIGHWAY 12 ON THE
 QQ0419'SUMMIT OF A PROMINENT KNOLL, 110 FEET NORTH OF A FENCE CORNER,
 QQ0419'11 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST AND A WIRE FENCE,
 QQ0419'AND ON LAND OWNED BY MRS. ELSIE GRANT.
 QQ0419'
 QQ0419'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WAUBAY, GO SOUTH
 QQ0419'ON THE MAIN STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN LEFT
 QQ0419'(EAST) AND FOLLOW THE MAIN ROAD FOR 1.95 MILES TO A DRIVEWAY
 QQ0419'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED BELOW, TURN RIGHT
 QQ0419'(SOUTH) AND GO SOUTH-SOUTHWEST ACROSS PASTURE LAND FOR 0.35 MILE
 QQ0419'TO THE HIGHEST POINT OF THE KNOLL AND THE STATION.
 QQ0419'
 QQ0419'THE UNDERGROUND MARK IS A 15-INCH PIECE OF TILE.  THE SURFACE,
 QQ0419'REFERENCES AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE TOP
 QQ0419'OF ROUND CONCRETE POSTS.
 QQ0419'
 QQ0419'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QQ0419'WAUBAY 1903 1952.
 QQ0419'
 QQ0419'REFERENCE MARK 3 IS 9 FEET EAST OF A WIRE FENCE.  THE MARK
 QQ0419'PROJECTS 4 INCHES AND THE DISK IS STAMPED WAUBAY NO 3 1903 1952.
 QQ0419'
 QQ0419'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QQ0419'WAUBAY NO 2 1903 1952.
 QQ0419'
 QQ0419'THE AZIMUTH MARK IS 100 FEET SOUTH OF THE CENTER OF A GRAVELED
 QQ0419'ROAD, 12 FEET EAST OF THE CENTER OF A DRIVEWAY, 4 FEET SOUTH
 QQ0419'OF A WHITE 4 IN X 4 IN WITNESS POST AND 2 FEET NORTHEAST OF
 QQ0419'A GATE POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QQ0419'WAUBAY 1903 1952.
 QQ0419'
 QQ0419'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0773 ***********************************************************************
 QS0773  DESIGNATION -  WAUKEE
 QS0773  PID         -  QS0773
 QS0773  STATE/COUNTY-  SD/DEWEY
 QS0773  COUNTRY     -  US
 QS0773  USGS QUAD   -  TRAIL CITY (2017)
 QS0773
 QS0773                         *CURRENT SURVEY CONTROL
 QS0773  ______________________________________________________________________
 QS0773* NAD 83(1996) POSITION- 45 23 36.06755(N) 100 38 56.17369(W)   ADJUSTED
 QS0773* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 QS0773  ______________________________________________________________________
 QS0773  GEOID HEIGHT    -        -21.639 (meters)                     GEOID18
 QS0773  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 QS0773  HORZ ORDER      -  SECOND
 QS0773
 QS0773.The horizontal coordinates were established by classical geodetic methods
 QS0773.and adjusted by the National Geodetic Survey in January 1998.
 QS0773
 QS0773.The orthometric height was scaled from a topographic map.
 QS0773
 QS0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0773.GEOID18 height accuracy estimate available here.
 QS0773
 QS0773.Click photographs - Photos may exist for this station.
 QS0773
 QS0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0773
 QS0773. The following values were computed from the NAD 83(1996) position.
 QS0773
 QS0773;                    North         East     Units Scale Factor Converg.
 QS0773;SPC SD N     -   173,559.302   549,187.399   MT  0.99995692   -0 27 33.4
 QS0773;SPC SD N     -   569,419.14  1,801,792.32   sFT  0.99995692   -0 27 33.4
 QS0773;UTM  14      - 5,027,970.794   370,931.052   MT  0.99980482   -1 10 26.8
 QS0773
 QS0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0773!SPC SD N     -   0.99990770  x   0.99995692  =   0.99986463
 QS0773!UTM  14      -   0.99990770  x   0.99980482  =   0.99971254
 QS0773
 QS0773:                Primary Azimuth Mark                     Grid Az
 QS0773:SPC SD N     -  TT 1 MF                                  234 45 39.7
 QS0773:UTM  14      -  TT 1 MF                                  235 28 33.1
 QS0773
 QS0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7093127970(NAD 83)
 QS0773
 QS0773|---------------------------------------------------------------------|
 QS0773| PID    Reference Object                     Distance      Geod. Az  |
 QS0773|                                                           dddmmss.s |
 QS0773| CO7160 WAUKEE RM 1                          10.274 METERS 13047     |
 QS0773| CO7161 WAUKEE RM 2                          11.919 METERS 22614     |
 QS0773| CO6284 TT 1 MF                                            2341806.3 |
 QS0773| QS0772 J KRUMS RED BARN VENTILATOR         APPROX. 8.3 KM 3304610.7 |
 QS0773|---------------------------------------------------------------------|
 QS0773
 QS0773                          SUPERSEDED SURVEY CONTROL
 QS0773
 QS0773  NAD 83(1986)-  45 23 36.05923(N)    100 38 56.17235(W) AD(       ) 2
 QS0773  NAD 27      -  45 23 36.08800(N)    100 38 54.65500(W) AD(       ) 2
 QS0773
 QS0773.Superseded values are not recommended for survey control.
 QS0773
 QS0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0773.See file dsdata.pdf to determine how the superseded data were derived.
 QS0773
 QS0773_MARKER: DS = TRIANGULATION STATION DISK
 QS0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0773_STAMPING: WAUKEE 1952
 QS0773_MARK LOGO: CGS
 QS0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0773+STABILITY: SURFACE MOTION
 QS0773
 QS0773  HISTORY     - Date     Condition        Report By
 QS0773  HISTORY     - 1952     MONUMENTED       CGS
 QS0773
 QS0773                          STATION DESCRIPTION
 QS0773
 QS0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0773'THE STATION IS IN SECTION 35, T 17 N, R 28 W, ON THE SUMMIT
 QS0773'OF THE SOUTHWESTERLY ONE OF TWO PROMINENT BUTTES, 5-1/2 MILES
 QS0773'SOUTH AND 4 MILES EAST OF TRAIL CITY, 3/4 MILE WEST OF THE
 QS0773'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND 8 FEET
 QS0773'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0773'
 QS0773'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 QS0773'STATE HIGHWAY 8 IN TRAIL CITY, GO EAST ON STATE HIGHWAY 8 FOR
 QS0773'0.85 MILE TO A CROSS ROAD, TURN RIGHT (SOUTH) AND FOLLOW THE
 QS0773'MAIN GRADED ROAD FOR 1.3 MILES TO A POINT WHERE THE ROAD MAKES
 QS0773'A LOOP TO THE EAST AROUND THE HEAD OF A DRAW, GO EAST, SOUTH
 QS0773'AND EAST ON THE MAIN GRADED ROAD FOR 3.25 MILES TO THE END OF
 QS0773'THE GRADED ROAD, TURN RIGHT (SOUTHEASTERLY) AND FOLLOW A TRACK
 QS0773'ROAD FOR 0.6 MILE, PASS TO THE RIGHT OF A SMALL RANCH HOUSE
 QS0773'AND CONTINUE SOUTHWESTERLY FOR 0.7 MILE TO A GATE, GO THROUGH
 QS0773'GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 1.15 MILES
 QS0773'TO A Y-JUNCTION, CONTINUE SOUTHEASTERLY ON THE LEFT ROAD
 QS0773'FOR 1.1 MILES TO THE TOP OF A DIVIDE, TURN LEFT
 QS0773'(EAST-SOUTHEAST) UP STEEP SLOPE FOR 0.15 MILE TO THE TOP
 QS0773'AND STATION.
 QS0773'
 QS0773'TO REACH THE AZIMUTH MARK (TT 1 (USGS) FROM THE STATION, GO
 QS0773'WEST-NORTHWEST FOR 0.15 MILE TO THE TRACK ROAD, TURN RIGHT
 QS0773'(NORTHWESTERLY) AND GO FOR 1.1 MILES, TURN SHARP LEFT (SOUTH)
 QS0773'AND FOLLOW THE TRACK ROAD FOR 1.25 MILES TO A WIRE GATE AND THE
 QS0773'MARK AS DESCRIBED BELOW.
 QS0773'
 QS0773'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QS0773'WAUKEE 1952.
 QS0773'
 QS0773'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0773'WAUKEE NO 1 1952.
 QS0773'
 QS0773'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QS0773'WAUKEE NO 2 1952.
 QS0773'
 QS0773'TT 1 (USGS) WAS USE AS THE AZIMUTH MARK.  IT IS 38 FEET EAST
 QS0773'OF THE CENTER OF A GATE AND TRACK ROAD AND 2 FEET SOUTHEAST
 QS0773'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS A STANDARD
 QS0773'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF AN
 QS0773'8-INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES AND THE
 QS0773'DISK IS STAMPED TT 1 MF 1948.
 QS0773'
 QS0773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0571 ***********************************************************************
 QQ0571  DESIGNATION -  WAVERLY DULL HEAVY SPIRE
 QQ0571  PID         -  QQ0571
 QQ0571  STATE/COUNTY-  SD/CODINGTON
 QQ0571  COUNTRY     -  US
 QQ0571  USGS QUAD   -  SOUTH SHORE (2017)
 QQ0571
 QQ0571                         *CURRENT SURVEY CONTROL
 QQ0571  ______________________________________________________________________
 QQ0571* NAD 83(1996) POSITION- 45 00 00.30051(N) 096 58 18.52443(W)   ADJUSTED
 QQ0571  ______________________________________________________________________
 QQ0571  GEOID HEIGHT    -        -25.242 (meters)                     GEOID18
 QQ0571  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 QQ0571  HORZ ORDER      -  THIRD
 QQ0571
 QQ0571.The horizontal coordinates were established by classical geodetic methods
 QQ0571.and adjusted by the National Geodetic Survey in January 1998.
 QQ0571
 QQ0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0571.GEOID18 height accuracy estimate available here.
 QQ0571
 QQ0571.Click photographs - Photos may exist for this station.
 QQ0571
 QQ0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0571
 QQ0571. The following values were computed from the NAD 83(1996) position.
 QQ0571
 QQ0571;                    North         East     Units Scale Factor Converg.
 QQ0571;SPC SD N     -   134,116.628   838,692.553   MT  0.99993951   +2 08 35.4
 QQ0571;SPC SD N     -   440,014.30  2,751,610.48   sFT  0.99993951   +2 08 35.4
 QQ0571;UTM  14      - 4,984,960.689   659,852.029   MT  0.99991421   +1 26 04.0
 QQ0571
 QQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ5985284960(NAD 83)
 QQ0571
 QQ0571                          SUPERSEDED SURVEY CONTROL
 QQ0571
 QQ0571  NAD 83(1986)-  45 00 00.29610(N)    096 58 18.50914(W) AD(       ) 3
 QQ0571  NAD 27      -  45 00 00.42800(N)    096 58 17.25200(W) AD(       ) 3
 QQ0571  USSD        -  45 00 00.58900(N)    096 58 17.69600(W) AD(       ) 3
 QQ0571
 QQ0571.Superseded values are not recommended for survey control.
 QQ0571
 QQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0571.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0571
 QQ0571_MARKER: 90 = CHURCH SPIRE
 QQ0571
 QQ0571  HISTORY     - Date     Condition        Report By
 QQ0571  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0571  HISTORY     - 1935     GOOD             CGS
 QQ0571
 QQ0571                          STATION DESCRIPTION
 QQ0571
 QQ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0571'THE SPIRE IS UNCHANGED SINCE PRIOR TO 1903.  THIS IS THE ONLY
 QQ0571'CHURCH IN THE VILLAGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0100 ***********************************************************************
 QT0100  DESIGNATION -  WAY
 QT0100  PID         -  QT0100
 QT0100  STATE/COUNTY-  SD/MEADE
 QT0100  COUNTRY     -  US
 QT0100  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0100
 QT0100                         *CURRENT SURVEY CONTROL
 QT0100  ______________________________________________________________________
 QT0100* NAD 83(1996) POSITION- 45 01 22.55503(N) 102 15 05.67638(W)   ADJUSTED
 QT0100* NAVD 88 ORTHO HEIGHT -   807.841 (meters)     2650.39  (feet) ADJUSTED
 QT0100  ______________________________________________________________________
 QT0100  GEOID HEIGHT    -        -18.913 (meters)                     GEOID18
 QT0100  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC18
 QT0100  DYNAMIC HEIGHT  -        807.678 (meters)     2649.86  (feet) COMP
 QT0100  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 QT0100
 QT0100  HORZ ORDER      -  THIRD
 QT0100  VERT ORDER      -  FIRST     CLASS II
 QT0100
 QT0100.The horizontal coordinates were established by classical geodetic methods
 QT0100.and adjusted by the National Geodetic Survey in January 1998.
 QT0100
 QT0100.The orthometric height was determined by differential leveling and
 QT0100.adjusted by the NATIONAL GEODETIC SURVEY
 QT0100.in July 1998.
 QT0100
 QT0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0100.GEOID18 height accuracy estimate available here.
 QT0100
 QT0100.Click photographs - Photos may exist for this station.
 QT0100
 QT0100.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0100
 QT0100.The dynamic height is computed by dividing the NAVD 88
 QT0100.geopotential number by the normal gravity value computed on the
 QT0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0100.degrees latitude (g = 980.6199 gals.).
 QT0100
 QT0100.The modeled gravity was interpolated from observed gravity values.
 QT0100
 QT0100. The following values were computed from the NAD 83(1996) position.
 QT0100
 QT0100;                    North         East     Units Scale Factor Converg.
 QT0100;SPC SD N     -   134,658.431   422,574.787   MT  0.99993923   -1 35 36.7
 QT0100;SPC SD N     -   441,791.87  1,386,397.45   sFT  0.99993923   -1 35 36.7
 QT0100;UTM  13      - 4,989,173.031   716,531.410   MT  1.00017655   +1 56 41.9
 QT0100
 QT0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0100!SPC SD N     -   0.99987632  x   0.99993923  =   0.99981556
 QT0100!UTM  13      -   0.99987632  x   1.00017655  =   1.00005285
 QT0100
 QT0100:                Primary Azimuth Mark                     Grid Az
 QT0100:SPC SD N     -  CUT RESET                                090 45 18.8
 QT0100:UTM  13      -  CUT RESET                                087 13 00.2
 QT0100
 QT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1653189173(NAD 83)
 QT0100
 QT0100|---------------------------------------------------------------------|
 QT0100| PID    Reference Object                     Distance      Geod. Az  |
 QT0100|                                                           dddmmss.s |
 QT0100| QT0369 CUT RESET                           APPROX. 2.8 KM 0890942.1 |
 QT0100| QT0099 WAY RM 1                              9.574 METERS 17541     |
 QT0100| QT0098 WAY RM 2                              9.819 METERS 26843     |
 QT0100|---------------------------------------------------------------------|
 QT0100
 QT0100                          SUPERSEDED SURVEY CONTROL
 QT0100
 QT0100  NAD 83(1993)-  45 01 22.54646(N)    102 15 05.67573(W) AD(       ) 3
 QT0100  NAD 83(1986)-  45 01 22.54643(N)    102 15 05.67568(W) AD(       ) 3
 QT0100  NAD 27      -  45 01 22.60680(N)    102 15 04.10320(W) AD(       ) 3
 QT0100  NAVD 88 (06/15/91)  807.857  (m)         2650.44   (f) SUPERSEDED  1 2
 QT0100  NGVD 29 (??/??/92)  807.393  (m)         2648.92   (f) ADJ UNCH    1 2
 QT0100  NGVD 29             807.39   (m)         2648.9    (f) LEVELING    3  
 QT0100
 QT0100.Superseded values are not recommended for survey control.
 QT0100
 QT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0100.See file dsdata.pdf to determine how the superseded data were derived.
 QT0100
 QT0100_MARKER: DS = TRIANGULATION STATION DISK
 QT0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0100_STAMPING: WAY 1962
 QT0100_MARK LOGO: CGS
 QT0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0100+STABILITY: SURFACE MOTION
 QT0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0100+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0100
 QT0100  HISTORY     - Date     Condition        Report By
 QT0100  HISTORY     - 1962     MONUMENTED       CGS
 QT0100  HISTORY     - 1963     GOOD             CGS
 QT0100  HISTORY     - 1981     GOOD             NGS
 QT0100  HISTORY     - 1981     GOOD             NGS
 QT0100  HISTORY     - 19960425 GOOD             NGS
 QT0100
 QT0100                          STATION DESCRIPTION
 QT0100
 QT0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 QT0100'THE STATION IS LOCATED 17.0 MILES EAST OF THE GENERAL STORE
 QT0100'AND POST OFFICE AT MAURINE AND APPROXIMATELY 10 MILES WEST
 QT0100'OF THE JUNCTION OF U.S. HIGHWAY 212 AND STATE HIGHWAY 73
 QT0100'AT THE NORTHWEST EDGE OF FAITH.
 QT0100'
 QT0100'TO REACH FROM THE GENERAL STORE AND POST OFFICE AT MAURINE,
 QT0100'DRIVE EAST ALONG U.S. HIGHWAY 212 FOR 8.15 MILES TO A GRAVELED
 QT0100'ROAD SOUTH AND SIGN OPAL 11.  CONTINUE EAST ALONG U.S. HIGHWAY
 QT0100'212 FOR 8.9 MILES TO THE STATION ON THE RIGHT, SOUTH, SIDE
 QT0100'OF THE HIGHWAY.
 QT0100'
 QT0100'THE STATION MARK, A STANDARD DISK STAMPED WAY 1962, IS SET
 QT0100'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 QT0100'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 QT0100'64.5 FEET SOUTH OF AND APPROXIMATELY 3 FEET HIGHER THAN THE
 QT0100'CENTER LINE OF U.S. HIGHWAY 212, 4.5 FEET EAST OF A METAL
 QT0100'WITNESS POST WITH SIGN AND 3.7 FEET NORTH OF THE SOUTH
 QT0100'RIGHT-OF-WAY FENCE.
 QT0100'
 QT0100'REFERENCE MARK 1, A STANDARD DISK STAMPED WAY NO 1 1962, IS
 QT0100'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 QT0100'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 27 FEET
 QT0100'SOUTH OF THE FENCE AND ABOUT 8 INCHES LOWER THAN THE STATION MARK.
 QT0100'
 QT0100'REFERENCE MARK 2, A STANDARD DISK STAMPED WAY NO 2 1962, IS
 QT0100'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 QT0100'INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND.
 QT0100'IT IS 28 FEET WEST OF A METAL WITNESS POST WITH SIGN AND 3
 QT0100'FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 QT0100
 QT0100                          STATION RECOVERY (1963)
 QT0100
 QT0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QT0100'10.6 MI W FROM FAITH.
 QT0100'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0100'FAITH, THENCE 10.55 MILES WEST ALONG U.S. HIGHWAY 212 TO A HIGH
 QT0100'RIDGE, 64.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.7
 QT0100'FEET NORTH OF THE RIGHT OF WAY FENCE, 4.5 FEET EAST OF A METAL
 QT0100'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 QT0100'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 QT0100
 QT0100                          STATION RECOVERY (1981)
 QT0100
 QT0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QT0100'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 QT0100'GOOD CONDITION.  THE 1962 DESCRIPTIVE TEXT IS ADEQUATE.  A TARGET WAS
 QT0100'OBSERVED AT THIS STATION, FROM STATION CUT 1950, BUT IT WAS NOT
 QT0100'OCCUPIED AT THIS TIME, DUE TO INCLEMENT WEATHER.
 QT0100
 QT0100                          STATION RECOVERY (1981)
 QT0100
 QT0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0100'RECOVERED IN GOOD CONDITION.
 QT0100
 QT0100                          STATION RECOVERY (1996)
 QT0100
 QT0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0100'16.4 M (53.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0100'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 19.7 M (64.6 FT) SOUTH OF THE
 QT0100'HIGHWAY CENTERLINE, 14.8 M (48.6 FT) SOUTHWEST OF MILEPOST 104, 9.8 M
 QT0100'(32.2 FT) EAST OF REFERENCE MARK 2, 9.6 M (31.5 FT) NORTH OF REFERENCE
 QT0100'MARK 1, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT)
 QT0100'NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE
 QT0100'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0099 ***********************************************************************
 QT0099  DESIGNATION -  WAY RM 1
 QT0099  PID         -  QT0099
 QT0099  STATE/COUNTY-  SD/MEADE
 QT0099  COUNTRY     -  US
 QT0099  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0099
 QT0099                         *CURRENT SURVEY CONTROL
 QT0099  ______________________________________________________________________
 QT0099* NAD 83(1986) POSITION- 45 01 22.25   (N) 102 15 05.64   (W)   HD_HELD1
 QT0099* NAVD 88 ORTHO HEIGHT -   807.578 (meters)     2649.53  (feet) ADJUSTED
 QT0099  ______________________________________________________________________
 QT0099  GEOID HEIGHT    -        -18.913 (meters)                     GEOID18
 QT0099  DYNAMIC HEIGHT  -        807.414 (meters)     2648.99  (feet) COMP
 QT0099  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 QT0099
 QT0099  VERT ORDER      -  FIRST     CLASS II
 QT0099
 QT0099.The horizontal coordinates were determined by differentially corrected
 QT0099.hand held GPS observations or other comparable positioning techniques
 QT0099.and have an estimated accuracy of +/- 3 meters.
 QT0099
 QT0099.The orthometric height was determined by differential leveling and
 QT0099.adjusted by the NATIONAL GEODETIC SURVEY
 QT0099.in June 1991.
 QT0099
 QT0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0099.GEOID18 height accuracy estimate available here.
 QT0099
 QT0099.Click photographs - Photos may exist for this station.
 QT0099
 QT0099.The dynamic height is computed by dividing the NAVD 88
 QT0099.geopotential number by the normal gravity value computed on the
 QT0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0099.degrees latitude (g = 980.6199 gals.).
 QT0099
 QT0099.The modeled gravity was interpolated from observed gravity values.
 QT0099
 QT0099;                    North         East    Units  Estimated Accuracy
 QT0099;SPC SD N     -   134,649.0     422,575.3     MT  (+/- 3 meters HH1 GPS) 
 QT0099
 QT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1653289163(NAD 83)
 QT0099
 QT0099                          SUPERSEDED SURVEY CONTROL
 QT0099
 QT0099  NGVD 29 (??/??/92)  807.114  (m)         2648.01   (f) ADJ UNCH    1 2
 QT0099
 QT0099.Superseded values are not recommended for survey control.
 QT0099
 QT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0099.See file dsdata.pdf to determine how the superseded data were derived.
 QT0099
 QT0099_MARKER: DR = REFERENCE MARK DISK
 QT0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0099_STAMPING: WAY NO 1 1962
 QT0099_MARK LOGO: CGS
 QT0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0099+STABILITY: SURFACE MOTION
 QT0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0099+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0099
 QT0099  HISTORY     - Date     Condition        Report By
 QT0099  HISTORY     - 1962     MONUMENTED       CGS
 QT0099  HISTORY     - 1963     GOOD             CGS
 QT0099  HISTORY     - 1981     GOOD             NGS
 QT0099  HISTORY     - 19960425 GOOD             NGS
 QT0099
 QT0099                          STATION DESCRIPTION
 QT0099
 QT0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0099'10.6 MI W FROM FAITH.
 QT0099'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0099'FAITH, THENCE 10.55 MILES WEST ALONG U.S. HIGHWAY 212 TO A HIGH
 QT0099'RIDGE, 31.4 FEET SOUTH OF WAY 1962, 32 FEET SOUTH OF A METAL
 QT0099'WITNESS POST, ABOUT 0.8 FOOT BELOW THE LEVEL OF THE STATION, AND
 QT0099'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QT0099
 QT0099                          STATION RECOVERY (1981)
 QT0099
 QT0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0099'RECOVERED IN GOOD CONDITION.
 QT0099
 QT0099                          STATION RECOVERY (1996)
 QT0099
 QT0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0099'16.4 M (53.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0099'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 29.3 M (96.1 FT) SOUTH OF THE
 QT0099'HIGHWAY CENTERLINE, 23.8 M (78.1 FT) SOUTHWEST OF MILEPOST 104, 14.1 M
 QT0099'(46.3 FT) SOUTHEAST OF REFERENCE MARK 2, 9.6 M (31.5 FT) SOUTH OF
 QT0099'TRIANGULATION STATION WAY, 9.1 M (29.9 FT) SOUTH OF A WITNESS POST,
 QT0099'8.6 M (28.2 FT) SOUTH OF A FENCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 QT0099'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 QT0099'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0098 ***********************************************************************
 QT0098  DESIGNATION -  WAY RM 2
 QT0098  PID         -  QT0098
 QT0098  STATE/COUNTY-  SD/MEADE
 QT0098  COUNTRY     -  US
 QT0098  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0098
 QT0098                         *CURRENT SURVEY CONTROL
 QT0098  ______________________________________________________________________
 QT0098* NAD 83(1986) POSITION- 45 01 22.55   (N) 102 15 06.12   (W)   HD_HELD1
 QT0098* NAVD 88 ORTHO HEIGHT -   807.575 (meters)     2649.52  (feet) ADJUSTED
 QT0098  ______________________________________________________________________
 QT0098  GEOID HEIGHT    -        -18.913 (meters)                     GEOID18
 QT0098  DYNAMIC HEIGHT  -        807.411 (meters)     2648.98  (feet) COMP
 QT0098  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 QT0098
 QT0098  VERT ORDER      -  FIRST     CLASS II
 QT0098
 QT0098.The horizontal coordinates were determined by differentially corrected
 QT0098.hand held GPS observations or other comparable positioning techniques
 QT0098.and have an estimated accuracy of +/- 3 meters.
 QT0098
 QT0098.The orthometric height was determined by differential leveling and
 QT0098.adjusted by the NATIONAL GEODETIC SURVEY
 QT0098.in July 1998.
 QT0098
 QT0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0098.GEOID18 height accuracy estimate available here.
 QT0098
 QT0098.Click photographs - Photos may exist for this station.
 QT0098
 QT0098.The dynamic height is computed by dividing the NAVD 88
 QT0098.geopotential number by the normal gravity value computed on the
 QT0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0098.degrees latitude (g = 980.6199 gals.).
 QT0098
 QT0098.The modeled gravity was interpolated from observed gravity values.
 QT0098
 QT0098;                    North         East    Units  Estimated Accuracy
 QT0098;SPC SD N     -   134,658.5     422,565.1     MT  (+/- 3 meters HH1 GPS) 
 QT0098
 QT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK1652189172(NAD 83)
 QT0098
 QT0098                          SUPERSEDED SURVEY CONTROL
 QT0098
 QT0098  NAVD 88 (06/15/91)  807.569  (m)         2649.50   (f) SUPERSEDED  1 2
 QT0098  NGVD 29 (??/??/92)  807.105  (m)         2647.98   (f) ADJ UNCH    1 2
 QT0098
 QT0098.Superseded values are not recommended for survey control.
 QT0098
 QT0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0098.See file dsdata.pdf to determine how the superseded data were derived.
 QT0098
 QT0098_MARKER: DR = REFERENCE MARK DISK
 QT0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0098_STAMPING: WAY NO 2 1962
 QT0098_MARK LOGO: CGS
 QT0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0098+STABILITY: SURFACE MOTION
 QT0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0098+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0098
 QT0098  HISTORY     - Date     Condition        Report By
 QT0098  HISTORY     - 1962     MONUMENTED       CGS
 QT0098  HISTORY     - 1963     GOOD             CGS
 QT0098  HISTORY     - 1981     GOOD             NGS
 QT0098  HISTORY     - 19960425 GOOD             NGS
 QT0098
 QT0098                          STATION DESCRIPTION
 QT0098
 QT0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0098'10.6 MI W FROM FAITH.
 QT0098'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0098'FAITH, THENCE 10.55 MILES WEST ALONG U.S. HIGHWAY 212 TO A HIGH
 QT0098'RIDGE, 32.2 FEET WEST OF WAY 1962, 28.0 FEET WEST OF A METAL
 QT0098'WITNESS POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP
 QT0098'OF A CONCRETE POST PROJECTING 3 INCHES.
 QT0098
 QT0098                          STATION RECOVERY (1981)
 QT0098
 QT0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QT0098'RECOVERED IN GOOD CONDITION.
 QT0098
 QT0098                          STATION RECOVERY (1996)
 QT0098
 QT0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0098'16.4 M (53.8 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE EAST
 QT0098'JUNCTION OF STATE HIGHWAY 73 IN FAITH, 24.0 M (78.7 FT) SOUTHWEST OF
 QT0098'MILEPOST 104, 19.7 M (64.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.1 M
 QT0098'(46.3 FT) NORTHWEST OF REFERENCE MARK 1, 9.8 M (32.2 FT) WEST OF
 QT0098'TRIANGULATION STATION WAY, 1.0 M (3.3 FT) NORTH OF A FENCE, 1.5 M (4.9
 QT0098'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 QT0098'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0798 ***********************************************************************
 OT0798  CBN         -  This is a Cooperative Base Network Control Station.
 OT0798  DESIGNATION -  WAYSIDE
 OT0798  PID         -  OT0798
 OT0798  STATE/COUNTY-  SD/FALL RIVER
 OT0798  COUNTRY     -  US
 OT0798  USGS QUAD   -  OELRICHS SW (2017)
 OT0798
 OT0798                         *CURRENT SURVEY CONTROL
 OT0798  ______________________________________________________________________
 OT0798* NAD 83(2011) POSITION- 43 00 03.01130(N) 103 14 39.33609(W)   ADJUSTED
 OT0798* NAD 83(2011) ELLIP HT-  1110.319 (meters)        (06/27/12)   ADJUSTED
 OT0798* NAD 83(2011) EPOCH   -  2010.00
 OT0798* NAVD 88 ORTHO HEIGHT -  1127.5   (meters)     3699.    (feet) GPS OBS
 OT0798  ______________________________________________________________________
 OT0798  NAVD 88 orthometric height was determined with geoid model    GEOID93
 OT0798  GEOID HEIGHT    -        -16.718 (meters)                     GEOID93
 OT0798  GEOID HEIGHT    -        -17.151 (meters)                     GEOID18
 OT0798  NAD 83(2011) X  - -1,070,529.454 (meters)                     COMP
 OT0798  NAD 83(2011) Y  - -4,548,418.438 (meters)                     COMP
 OT0798  NAD 83(2011) Z  -  4,328,326.968 (meters)                     COMP
 OT0798  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC18
 OT0798
 OT0798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0798  Standards:
 OT0798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0798  -------------------------------------------------------------------
 OT0798  NETWORK    0.42   1.08           0.20   0.13   0.55     -0.01879943
 OT0798  -------------------------------------------------------------------
 OT0798  Click here for local accuracies and other accuracy information.
 OT0798
 OT0798.The horizontal coordinates were established by GPS observations
 OT0798.and adjusted by the National Geodetic Survey in June 2012.
 OT0798
 OT0798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0798.been affixed to the stable North American tectonic plate. See 
 OT0798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0798
 OT0798.The horizontal coordinates are valid at the epoch date displayed above
 OT0798.which is a decimal equivalence of Year/Month/Day.
 OT0798
 OT0798.The orthometric height was determined by GPS observations and a
 OT0798.high-resolution geoid model.
 OT0798
 OT0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0798.GEOID18 height accuracy estimate available here.
 OT0798
 OT0798.Click photographs - Photos may exist for this station.
 OT0798
 OT0798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0798
 OT0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0798
 OT0798.The ellipsoidal height was determined by GPS observations
 OT0798.and is referenced to NAD 83.
 OT0798
 OT0798. The following values were computed from the NAD 83(2011) position.
 OT0798
 OT0798;                    North         East     Units Scale Factor Converg.
 OT0798;SPC SD S     -    78,312.936   362,700.443   MT  0.99996455   -2 00 29.2
 OT0798;SPC SD S     -   256,931.69  1,189,959.70   sFT  0.99996455   -2 00 29.2
 OT0798;UTM  13      - 4,762,403.334   643,107.131   MT  0.99985194   +1 11 51.5
 OT0798
 OT0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0798!SPC SD S     -   0.99982591  x   0.99996455  =   0.99979046
 OT0798!UTM  13      -   0.99982591  x   0.99985194  =   0.99967787
 OT0798
 OT0798:                Primary Azimuth Mark                     Grid Az
 OT0798:SPC SD S     -  EGAN                                     102 18 56.0
 OT0798:UTM  13      -  EGAN                                     099 06 35.3
 OT0798
 OT0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4310762403(NAD 83)
 OT0798
 OT0798|---------------------------------------------------------------------|
 OT0798| PID    Reference Object                     Distance      Geod. Az  |
 OT0798|                                                           dddmmss.s |
 OT0798| CQ4362 WAYSIDE RM 1                         19.126 METERS 00017     |
 OT0798| OT0799 BOUNDARY MP 183 NE SD                 9.839 METERS 09118     |
 OT0798| NP0697 EGAN                                APPROX. 3.2 KM 1001826.8 |
 OT0798| NP0688 CHADRON C AND NW RR WEST TANK       APPROX.27.0 KM 1330359.5 |
 OT0798| NP0694 CHADRON C AND NW RR OIL SPIPE       APPROX.27.0 KM 1330658.2 |
 OT0798| NP0689 CHEYENNE HURON AWY BCN 17           APPROX.22.8 KM 1470512.9 |
 OT0798| NP0704 WHITNEY MUNICIPAL TANK              APPROX.24.5 KM 1822217.5 |
 OT0798| CQ4363 WAYSIDE RM 2                         10.302 METERS 26947     |
 OT0798|---------------------------------------------------------------------|
 OT0798
 OT0798                          SUPERSEDED SURVEY CONTROL
 OT0798
 OT0798  NAD 83(2007)-  43 00 03.01112(N)    103 14 39.33720(W) AD(2002.00) 0
 OT0798  ELLIP H (02/10/07) 1110.347  (m)                       GP(2002.00)    
 OT0798  ELLIP H (04/15/04) 1110.340  (m)                       GP(       ) 2 1
 OT0798  NAD 83(1995)-  43 00 03.01037(N)    103 14 39.33753(W) AD(       ) B
 OT0798  ELLIP H (06/25/96) 1110.376  (m)                       GP(       ) 1 1
 OT0798  NAD 83(1986)-  43 00 02.98970(N)    103 14 39.32470(W) AD(       ) 2
 OT0798  NAD 27      -  43 00 03.09000(N)    103 14 37.61900(W) AD(       ) 2
 OT0798
 OT0798.Superseded values are not recommended for survey control.
 OT0798
 OT0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0798.See file dsdata.pdf to determine how the superseded data were derived.
 OT0798
 OT0798_MARKER: DS = TRIANGULATION STATION DISK
 OT0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0798_STAMPING: WAYSIDE 1941
 OT0798_MARK LOGO: CGS
 OT0798_PROJECTION: PROJECTING 20 CENTIMETERS
 OT0798_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OT0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0798+STABILITY: SURFACE MOTION
 OT0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0798+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2020
 OT0798
 OT0798  HISTORY     - Date     Condition        Report By
 OT0798  HISTORY     - 1941     MONUMENTED       CGS
 OT0798  HISTORY     - 19950502 GOOD             NGS
 OT0798  HISTORY     - 19960820 GOOD             NGS
 OT0798  HISTORY     - 20181107 GOOD             NEGS
 OT0798  HISTORY     - 20200811 GOOD             NEGS
 OT0798
 OT0798                          STATION DESCRIPTION
 OT0798
 OT0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 OT0798'STATION IS LOCATED IN LOW PASTURE LAND ABOUT 1 MILE W OF WHERE
 OT0798'NEBRASKA STATE HIGHWAY 19 CROSSES THE SOUTH DAKOTA-NEBRASKA STATE
 OT0798'LINE IN THE NW 1/4 SEC. 21, T. 35 N, R. 50 W, 1 MILE N AND 0.5
 OT0798'MILE W OF WAYSIDE, NEBRASKA.  IT IS 8 FEET W OF A WHITE REFERENCE
 OT0798'POST, 1 FOOT N OF A FENCE AND 35 FEET S OF A ROAD THROUGH THE
 OT0798'PASTURE.  IT IS STAMPED WAYSIDE 1941 AND PROJECTS 8 INCHES.
 OT0798'
 OT0798'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 OT0798'DISKS SET IN CONCRETE.
 OT0798'
 OT0798'REFERENCE MARK NO. 1 IS 18 FEET N OF THE ROAD THROUGH THE
 OT0798'PASTURE, IS STAMPED WAYSIDE NO. 1 1941 AND PROJECTS 6 INCHES.
 OT0798'
 OT0798'REFERENCE MARK NO. 2 IS 6 INCHES N OF A FENCE, IS STAMPED WAYSIDE
 OT0798'NO. 2 1941 AND PROJECTS 8 INCHES.
 OT0798'
 OT0798'THE AZIMUTH MARK IS STATION EAGAN.
 OT0798'
 OT0798'BOUNDARY MONUMENT 183 IS E OF THE STATION.
 OT0798'
 OT0798'TO REACH THE AZIMUTH MARK (EGAN) FROM THE JUNCTION OF U.S. HIGHWAY
 OT0798'20 AND STATE HIGHWAY 19, ABOUT 10.5 MILES W OF CHADRON, GO N
 OT0798'ON STATE HIGHWAY 19 FOR 15.9 MILES TO A DIM FORKS, RIGHT.  TAKE
 OT0798'RIGHT FORK AND GO 0.3 MILE TO A DIM TRACK ROAD TO THE RIGHT.
 OT0798'TURN RIGHT AND GO 0.25 MILE TO THE TOP OF THE HILL AND THE MARK.
 OT0798'
 OT0798'TO REACH THE STATION FROM CHADRON POST OFFICE GO W ON U.S.
 OT0798'HIGHWAY 20 FOR 3.4 MILES, THEN TURN RIGHT (N) ON NEBRASKA STATE
 OT0798'HIGHWAY 19 FOR 17.35 MILES TO THE STATE LINE.  CONTINUE AHEAD
 OT0798'ON SOUTH DAKOTA STATE HIGHWAY 79 FOR 0.15 MILE THEN MAKE A
 OT0798'SHARP TURN LEFT, GO THROUGH WIRE GATE AND ACROSS PASTURE (S AND
 OT0798'W) FOR 0.9 MILE TO THE STATION.
 OT0798'
 OT0798'THE 4-FOOT SIGNAL AT WOLF, HAMMOND AND EGAN ARE VISIBLE ON
 OT0798'THE GROUND.
 OT0798'
 OT0798'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 OT0798
 OT0798                          STATION RECOVERY (1995)
 OT0798
 OT0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 OT0798'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 385, ABOUT 3.0 MI
 OT0798'(4.8 KM) WEST FROM CHADRON NEBRASKA, GO NORTH ON HIGHWAY 385 FOR 16.6
 OT0798'MI (26.7 KM) TO THE SOUTH DAKOTA STATE LINE.  CONTINUE NORTHWEST ON
 OT0798'THE HIGHWAY FOR 0.4 MI (0.6 KM) TO AN OLD ROAD BED ON THE LEFT. TURN
 OT0798'SHARP LEFT AND GO SOUTH ON THE OLD ROAD BED FOR 0.1 MI (0.2 KM) TO A
 OT0798'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO WEST ON
 OT0798'A WELL-DEFINED TRACK ROAD FOR 0.25 MI (0.40 KM) TO ANOTHER GATE.  PASS
 OT0798'THROUGH THE GATE AND CONTINUE WEST ON THE ROAD FOR 0.25 MI (0.40 KM)
 OT0798'TO A FENCE CORNER AND A U.S. FOREST SERVICE MARK ON THE LEFT.  BEAR
 OT0798'LEFT AND GO SOUTHWEST ON A DIM TRACK ROAD FOR 0.4 MI (0.6 KM) TO
 OT0798'ANOTHER FENCE CORNER, A STONE BOUNDARY MARKER AND THE STATION ON THE
 OT0798'LEFT, ON U.S. FOREST SERVICE PROPERTY, IN PASTURE LAND AND NEAR THE NW
 OT0798'1/4 OF SEC 20, T35N, R50W.  IT IS A STANDARD TRIANGULATION STATION
 OT0798'DISK, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.2
 OT0798'M (0.7 FT) ABOVE THE GROUND AND IS 189.0 FT (57.6 M) EAST FROM THE
 OT0798'FENCE CORNER, 32.28 FT (9.84 M) WEST FROM A 12 BY 12 INCH, 4-1/2 FT
 OT0798'TALL, STONE BOUNDARY MARKER, AND 3.0 FT (0.9 M) EAST FROM A WITNESS
 OT0798'POST AND IT IS IN AN EAST-WEST FENCE LINE.
 OT0798
 OT0798                          STATION RECOVERY (1996)
 OT0798
 OT0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0798'RECOVERED AS DESCRIBED.
 OT0798
 OT0798                          STATION RECOVERY (2018)
 OT0798
 OT0798'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2018 (PS)
 OT0798'FOUND AS DESCRIBED BY JAO WITH 1995 NATIONAL GEODETIC SURVEY RECOVERY.
 OT0798
 OT0798                          STATION RECOVERY (2020)
 OT0798
 OT0798'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2020 (MH)
 OT0798'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 385 AND WAYSIDE ROAD AT THE
 OT0798'NEBRASKA AND SOUTH DAKOTA BORDER, GO NORTHWEST APPROXIMATELY 0.36 MI
 OT0798'(0.58 KM) TO THE ENTRANCE OF STATE LINE CLUB AND CASINO. TURN LEFT
 OT0798'INTO ENTRANCE AND GO SOUTH APPROXIMATELY 0.14 MI (0.23 KM) TO A GATE
 OT0798'ON THE RIGHT (WEST).  GO THROUGH GATE AND FOLLOW TRAIL WEST
 OT0798'APPROXIMATELY 0.25 MI (0.40 KM) TO ANOTHER GATE (WEST).  GO THROUGH
 OT0798'GATE AND CONTINUE WEST-SOUTHWEST TO A FENCE CORNER.  TURN LEFT (SOUTH)
 OT0798'AND FOLLOW FENCE LINE APPROXIMATELY 0.14 MI (0.23 KM) TO AN EAST TO
 OT0798'WEST FENCE LINE.  GO WEST ALONG FENCE LINE APPROXIMATELY 0.27 MI (0.43
 OT0798'KM) TO THE MARK ON THE LEFT (SOUTH) NEAR THE FENCE LINE.  THE MARK IS
 OT0798'189.0 FT (57.6 M) EAST OF A FENCE CORNER, 32.3 FT (9.8 M) WEST FROM
 OT0798'THE BASE OF A 12 INCH (30 CM) X 12 INCH X 4.5' TALL STONE BOUNDARY
 OT0798'MARKER, 3.0 FT (0.9 M) EAST FROM WITNESS POST, 62.75 FT (19.1 M) SOUTH
 OT0798'OF REFERENCE MARK NO. 1 AND 33.80 FT (10.3 M) EAST OF REFERENCE MARK
 OT0798'NO. 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1095 ***********************************************************************
 PT1095  DESIGNATION -  WEBB BROTHERS WINDMILL
 PT1095  PID         -  PT1095
 PT1095  STATE/COUNTY-  SD/STANLEY
 PT1095  COUNTRY     -  US
 PT1095  USGS QUAD   -  CROKETT MOUNTAINS (2017)
 PT1095
 PT1095                         *CURRENT SURVEY CONTROL
 PT1095  ______________________________________________________________________
 PT1095* NAD 83(1996) POSITION- 44 42 15.86011(N) 100 52 57.05989(W)   ADJUSTED
 PT1095  ______________________________________________________________________
 PT1095  GEOID HEIGHT    -        -22.013 (meters)                     GEOID18
 PT1095  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 PT1095  HORZ ORDER      -  THIRD
 PT1095
 PT1095.The horizontal coordinates were established by classical geodetic methods
 PT1095.and adjusted by the National Geodetic Survey in January 1998.
 PT1095
 PT1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1095.GEOID18 height accuracy estimate available here.
 PT1095
 PT1095.Click photographs - Photos may exist for this station.
 PT1095
 PT1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1095
 PT1095. The following values were computed from the NAD 83(1996) position.
 PT1095
 PT1095;                    North         East     Units Scale Factor Converg.
 PT1095;SPC SD S     -   263,571.382   556,473.101   MT  1.00008699   -0 22 43.9
 PT1095;SPC SD S     -   864,733.78  1,825,695.50   sFT  1.00008699   -0 22 43.9
 PT1095;UTM  14      - 4,951,838.193   350,867.676   MT  0.99987350   -1 19 28.2
 PT1095
 PT1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5086751838(NAD 83)
 PT1095
 PT1095                          SUPERSEDED SURVEY CONTROL
 PT1095
 PT1095  NAD 83(1986)-  44 42 15.85340(N)    100 52 57.06147(W) AD(       ) 3
 PT1095  NAD 27      -  44 42 15.92000(N)    100 52 55.52000(W) AD(       ) 3
 PT1095
 PT1095.Superseded values are not recommended for survey control.
 PT1095
 PT1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1095.See file dsdata.pdf to determine how the superseded data were derived.
 PT1095
 PT1095_MARKER: 66 = WINDMILL
 PT1095
 PT1095  HISTORY     - Date     Condition        Report By
 PT1095  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1095
 PT1095                          STATION DESCRIPTION
 PT1095
 PT1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1095'THE WINDMILL IS ABOUT 23 MILES NORTH-NORTHEAST OF HAYES, 3 MILES
 PT1095'SOUTH OF THE CHEYENNE RIVER, AND ON LAND OWNED BY THE WEBB
 PT1095'BROTHERS.
 PT1095'
 PT1095'IT IS A 4-LEGGED WOODEN STRUCTURE ABOUT 30 FEET HIGH.
 PT1095'
 PT1095'THE POINT INTERSECTED WAS THE SPINDLE AT THE TOP OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0763 ***********************************************************************
 OS0763  DESIGNATION -  WEBER
 OS0763  PID         -  OS0763
 OS0763  STATE/COUNTY-  SD/BENNETT
 OS0763  COUNTRY     -  US
 OS0763  USGS QUAD   -  ECOFFEY LAKE (2017)
 OS0763
 OS0763                         *CURRENT SURVEY CONTROL
 OS0763  ______________________________________________________________________
 OS0763* NAD 83(1996) POSITION- 43 00 56.70649(N) 101 56 10.62939(W)   ADJUSTED
 OS0763* NAVD 88 ORTHO HEIGHT -  1074.    (meters)     3524.    (feet) SCALED
 OS0763  ______________________________________________________________________
 OS0763  GEOID HEIGHT    -        -19.006 (meters)                     GEOID18
 OS0763  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 OS0763  HORZ ORDER      -  SECOND
 OS0763
 OS0763.The horizontal coordinates were established by classical geodetic methods
 OS0763.and adjusted by the National Geodetic Survey in January 1998.
 OS0763
 OS0763.The orthometric height was scaled from a topographic map.
 OS0763
 OS0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0763.GEOID18 height accuracy estimate available here.
 OS0763
 OS0763.Click photographs - Photos may exist for this station.
 OS0763
 OS0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0763
 OS0763. The following values were computed from the NAD 83(1996) position.
 OS0763
 OS0763;                    North         East     Units Scale Factor Converg.
 OS0763;SPC SD S     -    77,071.883   469,340.190   MT  0.99996180   -1 06 20.9
 OS0763;SPC SD S     -   252,860.00  1,539,826.94   sFT  0.99996180   -1 06 20.9
 OS0763;UTM  14      - 4,766,748.648   260,721.909   MT  1.00030440   -2 00 14.7
 OS0763;UTM  13      - 4,767,119.934   749,662.897   MT  1.00036687   +2 05 28.1
 OS0763
 OS0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0763!SPC SD S     -   0.99983451  x   0.99996180  =   0.99979631
 OS0763!UTM  14      -   0.99983451  x   1.00030440  =   1.00013886
 OS0763!UTM  13      -   0.99983451  x   1.00036687  =   1.00020132
 OS0763
 OS0763:                Primary Azimuth Mark                     Grid Az
 OS0763:SPC SD S     -  WEBER AZ MK                              195 49 50.7
 OS0763:UTM  14      -  WEBER AZ MK                              196 43 44.5
 OS0763:UTM  13      -  WEBER AZ MK                              192 38 01.7
 OS0763
 OS0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6072166748(NAD 83)
 OS0763
 OS0763|---------------------------------------------------------------------|
 OS0763| PID    Reference Object                     Distance      Geod. Az  |
 OS0763|                                                           dddmmss.s |
 OS0763| CQ4366 WEBER RM 2                           15.319 METERS 00245     |
 OS0763| CQ4364 WEBER AZ MK                                        1944329.8 |
 OS0763| CQ4365 WEBER RM 1                            9.598 METERS 29312     |
 OS0763|---------------------------------------------------------------------|
 OS0763
 OS0763                          SUPERSEDED SURVEY CONTROL
 OS0763
 OS0763  NAD 83(1995)-  43 00 56.70649(N)    101 56 10.62947(W) AD(       ) 2
 OS0763  NAD 83(1986)-  43 00 56.69830(N)    101 56 10.63469(W) AD(       ) 2
 OS0763  NAD 27      -  43 00 56.70200(N)    101 56 09.11200(W) AD(       ) 2
 OS0763
 OS0763.Superseded values are not recommended for survey control.
 OS0763
 OS0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0763.See file dsdata.pdf to determine how the superseded data were derived.
 OS0763
 OS0763_MARKER: DS = TRIANGULATION STATION DISK
 OS0763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OS0763_STAMPING: WEBER 1936
 OS0763_MARK LOGO: CGS
 OS0763_MAGNETIC: P = MARKER IS A STEEL PIPE
 OS0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0763
 OS0763  HISTORY     - Date     Condition        Report By
 OS0763  HISTORY     - 1936     MONUMENTED       CGS
 OS0763
 OS0763                          STATION DESCRIPTION
 OS0763
 OS0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0763'STATION IS ABOUT 17.8 MILES NORTHWEST OF MERRIMAN, NEBR., ABOUT
 OS0763'1.5 MILES NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE,
 OS0763'LOCATED ON THE PROPERTY OWNED AND OCCUPIED BY FRANK WEBER,
 OS0763'ON THE HIGHEST SAND HILL IN THE IMMEDIATE VICINITY OF THE WEBER
 OS0763'HOME AND ABOUT 1 MILE DUE NORTH OF THE WEBER HOUSE.
 OS0763'
 OS0763'THE AZIMUTH MARK IS NEAR THE CORRAL OF THE WEBER FARM, ABOUT
 OS0763'1 MILE SOUTHWEST OF STATION, ABOUT 350 FEET NORTHEAST OF THE
 OS0763'WEBER HOUSE, ABOUT 125 FEET EAST OF WINDMILL, 6 INCHES FROM
 OS0763'FENCE RUNNING EAST AND WEST.
 OS0763'
 OS0763'REFERENCE MARK NO. 1 IS 31.49 FEET WEST OF STATION.
 OS0763'
 OS0763'REFERENCE MARK NO. 2 IS 50.26 FEET EAST OF NORTH OF STATION.
 OS0763'
 OS0763'BOTH REFERENCE MARKS AND STATION MARK ARE STANDARD DISKS
 OS0763'SET IN 4-INCH CAST IRON PIPE FILLED WITH CONCRETE, PROJECTING
 OS0763'2 INCHES ABOVE GROUND.
 OS0763'
 OS0763'TO REACH FROM MERRIMAN, NEBR., GO WEST ON U.S. HIGHWAY 20
 OS0763'FOR 3.2 MILES TO T SAND-ROAD TRAIL RUNNING NORTH.  TURN NORTH
 OS0763'CROSSING RAILROAD TRACKS AND FOLLOW ROAD 5.8 MILES TO CATTLE
 OS0763'GUARD (PASSING WINDMILL AT 3.4 MILES AND A HOUSE LOCATED 2
 OS0763'MILES NORTHEAST OF WINDMILL), PASS ACROSS CATTLE GUARD, TAKE
 OS0763'LEFT FORK AND FOLLOW ROAD 2 MILES TO GATE (PASSING RANCH HOUSE
 OS0763'ON NORTH SIDE OF ROAD AT 1.8 MILES FROM CATTLE GUARD).
 OS0763'PASS THROUGH GATE AND FOLLOW ROAD 1.2 MILES TO GATE, PASS
 OS0763'THROUGH GATE AND FOLLOW ROAD 1 MILE TO GATE (PASSING LAKE
 OS0763'ON NORTH SIDE OF ROAD AT 0.7 MILE).  PASS THROUGH GATE AND
 OS0763'FOLLOW ROAD WESTERLY FOR 2.4 MILES TO GATE.  PASS THROUGH GATE
 OS0763'AND FOLLOW ROAD 0.6 MILE TO GATE.  PASS THROUGH GATE AND
 OS0763'FOLLOW ROAD 0.5 MILE TO GATE WEST OF BARN ON MR. WEBERS
 OS0763'RANCH, PASS THROUGH GATE AND GO 0.6 MILE NORTH AND
 OS0763'EAST ACROSS MEADOW TO GATE, PASS THROUGH GATE AND
 OS0763'FOLLOW EAST AND NORTH AROUND HILLS FOR 0.6 MILE TO FOOT OF
 OS0763'HIGHEST SAND HILL IN VICINITY.  HERE TRAVEL ON FOOT 200
 OS0763'YARDS TO TOP OF HILL AND STATION SITE.
 OS0763'
 OS0763'ALL POINTS VISIBLE FROM GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0422 ***********************************************************************
 QQ0422  DESIGNATION -  WEBSTER
 QQ0422  PID         -  QQ0422
 QQ0422  STATE/COUNTY-  SD/DAY
 QQ0422  COUNTRY     -  US
 QQ0422  USGS QUAD   -  WAUBAY SW (2017)
 QQ0422
 QQ0422                         *CURRENT SURVEY CONTROL
 QQ0422  ______________________________________________________________________
 QQ0422* NAD 83(1996) POSITION- 45 20 22.85746(N) 097 28 38.16431(W)   ADJUSTED
 QQ0422* NAVD 88 ORTHO HEIGHT -   583.834 (meters)     1915.46  (feet) ADJUSTED
 QQ0422  ______________________________________________________________________
 QQ0422  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 QQ0422  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 QQ0422  DYNAMIC HEIGHT  -        583.768 (meters)     1915.25  (feet) COMP
 QQ0422  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 QQ0422
 QQ0422  HORZ ORDER      -  THIRD
 QQ0422  VERT ORDER      -  FIRST     CLASS II
 QQ0422
 QQ0422.The horizontal coordinates were established by classical geodetic methods
 QQ0422.and adjusted by the National Geodetic Survey in January 1998.
 QQ0422
 QQ0422.The orthometric height was determined by differential leveling and
 QQ0422.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0422.in July 1998.
 QQ0422
 QQ0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0422.GEOID18 height accuracy estimate available here.
 QQ0422
 QQ0422.Click photographs - Photos may exist for this station.
 QQ0422
 QQ0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0422
 QQ0422.The dynamic height is computed by dividing the NAVD 88
 QQ0422.geopotential number by the normal gravity value computed on the
 QQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0422.degrees latitude (g = 980.6199 gals.).
 QQ0422
 QQ0422.The modeled gravity was interpolated from observed gravity values.
 QQ0422
 QQ0422. The following values were computed from the NAD 83(1996) position.
 QQ0422
 QQ0422;                    North         East     Units Scale Factor Converg.
 QQ0422;SPC SD N     -   170,471.564   797,689.107   MT  0.99995177   +1 47 07.6
 QQ0422;SPC SD N     -   559,288.79  2,617,085.01   sFT  0.99995177   +1 47 07.6
 QQ0422;UTM  14      - 5,021,813.727   619,303.194   MT  0.99977500   +1 04 59.6
 QQ0422
 QQ0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0422!SPC SD N     -   0.99991240  x   0.99995177  =   0.99986417
 QQ0422!UTM  14      -   0.99991240  x   0.99977500  =   0.99968742
 QQ0422
 QQ0422:                Primary Azimuth Mark                     Grid Az
 QQ0422:SPC SD N     -  WEBSTER AZ MK                            251 57 42.6
 QQ0422:UTM  14      -  WEBSTER AZ MK                            252 39 50.6
 QQ0422
 QQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1930321813(NAD 83)
 QQ0422
 QQ0422|---------------------------------------------------------------------|
 QQ0422| PID    Reference Object                     Distance      Geod. Az  |
 QQ0422|                                                           dddmmss.s |
 QQ0422| AE7246 WEBSTER RM 1                         17.886 METERS 09901     |
 QQ0422| QQ0433 WEBSTER MUNICIPAL AIRPORT BCN       APPROX. 6.0 KM 2134246.2 |
 QQ0422| AE7247 WEBSTER RM 2                         19.175 METERS 21724     |
 QQ0422| AE7260 WEBSTER AZ MK                                      2534450.2 |
 QQ0422| QQ0432 WEBSTER COURTHOUSE TOWER            APPROX. 3.6 KM 2573711.3 |
 QQ0422| QQ0431 WEBSTER WATER WORKS TANK            APPROX. 3.3 KM 2622148.4 |
 QQ0422| QQ0430 WEBSTER HI CH SPIRE N PT TOWN       APPROX. 3.3 KM 2630331.1 |
 QQ0422|---------------------------------------------------------------------|
 QQ0422
 QQ0422                          SUPERSEDED SURVEY CONTROL
 QQ0422
 QQ0422  NAD 83(1986)-  45 20 22.85689(N)    097 28 38.15064(W) AD(       ) 3
 QQ0422  NAD 27      -  45 20 23.00792(N)    097 28 36.83433(W) AD(       ) 3
 QQ0422  NGVD 29             579.46   (m)         1901.1    (f) LEVELING    3  
 QQ0422
 QQ0422.Superseded values are not recommended for survey control.
 QQ0422
 QQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0422.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0422
 QQ0422_MARKER: DS = TRIANGULATION STATION DISK
 QQ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0422_STAMPING: WEBSTER 1952
 QQ0422_MARK LOGO: CGS
 QQ0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0422+STABILITY: SURFACE MOTION
 QQ0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0422+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0422
 QQ0422  HISTORY     - Date     Condition        Report By
 QQ0422  HISTORY     - 1952     MONUMENTED       CGS
 QQ0422  HISTORY     - 1970     GOOD             USAF
 QQ0422  HISTORY     - 19970314 GOOD             NGS
 QQ0422
 QQ0422                          STATION DESCRIPTION
 QQ0422
 QQ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0422'THE STATION IS IN SECTION 31, T 122 N, R 55 W, ON LAND OWNED BY
 QQ0422'MRS. ANNIE DOLNEY, ABOUT 2 MILES EAST OF WEBSTER, 0.15 MILE
 QQ0422'SOUTH OF U.S. HIGHWAY 12, 50 FEET NORTH OF A WIRE FENCE AND 5
 QQ0422'FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 QQ0422'
 QQ0422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 QQ0422'STATE HIGHWAY 25 AT THE NORTH EDGE OF THE CITY OF WEBSTER, GO
 QQ0422'EAST ON U.S. HIGHWAY 12 FOR 1.7 MILES TO A DRIVEWAY ON THE RIGHT,
 QQ0422'TURN RIGHT AND FOLLOW DRIVEWAY SOUTHERLY FOR 0.2 MILE TO SOME
 QQ0422'FARM BUILDINGS, GO THROUGH STEEL GATE AT THE NORTHEAST CORNER OF
 QQ0422'THE BARN AND GO EAST FOR ABOUT 225 FEET TO A WIRE FENCE AND THE
 QQ0422'AZIMUTH MARK AS DESCRIBED BELOW, GO NORTH THENCE EAST ON THE
 QQ0422'NORTH SIDE OF A WIRE FENCE FOR 0.25 MILE TO THE HIGHEST POINT OF
 QQ0422'THE HILL AND STATION.
 QQ0422'
 QQ0422'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QQ0422'WEBSTER 1952.
 QQ0422'
 QQ0422'REFERENCE MARK 1 IS 38 FEET NORTH OF THE WIRE FENCE.  THE MARK
 QQ0422'PROJECTS 4 INCHES AND THE DISK IS STAMPED WEBSTER NO 1 1952.
 QQ0422'
 QQ0422'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK
 QQ0422'PROJECTS 5 INCHES AND THE DISK IS STAMPED WEBSTER NO 2 1952.
 QQ0422'
 QQ0422'THE AZIMUTH MARK IS 35 FEET SOUTH OF A LARGE PILE OF ROCKS,
 QQ0422'1.5 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST, AND 1 FOOT
 QQ0422'WEST OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 QQ0422'IS STAMPED WEBSTER 1952.
 QQ0422'
 QQ0422'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QQ0422
 QQ0422                          STATION RECOVERY (1970)
 QQ0422
 QQ0422'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0422'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 QQ0422'AS DESCRIBED.
 QQ0422'
 QQ0422'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 QQ0422'
 QQ0422'ROUTE DESCRIPTION WAS ADEQUATE.
 QQ0422
 QQ0422                          STATION RECOVERY (1997)
 QQ0422
 QQ0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0422'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0422'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY
 QQ0422'ACROSS COUNTRY TO THE HIGHEST POINT IN THE AREA, 19.2 M (63.0 FT)
 QQ0422'NORTHEAST OF REFERENCE MARK 2, 17.9 M (58.7 FT) WEST OF REFERENCE MARK
 QQ0422'1, 15.2 M (49.9 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 QQ0422'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QQ0422'PROPERTY OWNED BY MIKE GOLLNICK, RR1, BOX 76, WEBSTER, SD 57274,
 QQ0422'TELEPHONE NUMBER (605) 345-4837.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0432 ***********************************************************************
 QQ0432  DESIGNATION -  WEBSTER COURTHOUSE TOWER
 QQ0432  PID         -  QQ0432
 QQ0432  STATE/COUNTY-  SD/DAY
 QQ0432  COUNTRY     -  US
 QQ0432  USGS QUAD   -  WEBSTER (2018)
 QQ0432
 QQ0432                         *CURRENT SURVEY CONTROL
 QQ0432  ______________________________________________________________________
 QQ0432* NAD 83(1996) POSITION- 45 19 57.72279(N) 097 31 20.30418(W)   ADJUSTED
 QQ0432  ______________________________________________________________________
 QQ0432  GEOID HEIGHT    -        -24.983 (meters)                     GEOID18
 QQ0432  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 QQ0432  HORZ ORDER      -  THIRD
 QQ0432
 QQ0432.The horizontal coordinates were established by classical geodetic methods
 QQ0432.and adjusted by the National Geodetic Survey in January 1998.
 QQ0432
 QQ0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0432.GEOID18 height accuracy estimate available here.
 QQ0432
 QQ0432.Click photographs - Photos may exist for this station.
 QQ0432
 QQ0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0432
 QQ0432. The following values were computed from the NAD 83(1996) position.
 QQ0432
 QQ0432;                    North         East     Units Scale Factor Converg.
 QQ0432;SPC SD N     -   169,587.014   794,184.579   MT  0.99995116   +1 45 12.8
 QQ0432;SPC SD N     -   556,386.73  2,605,587.24   sFT  0.99995116   +1 45 12.8
 QQ0432;UTM  14      - 5,020,972.354   615,788.724   MT  0.99976484   +1 03 03.8
 QQ0432
 QQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1578820972(NAD 83)
 QQ0432
 QQ0432                          SUPERSEDED SURVEY CONTROL
 QQ0432
 QQ0432  NAD 83(1986)-  45 19 57.72227(N)    097 31 20.28959(W) AD(       ) 3
 QQ0432  NAD 27      -  45 19 57.87700(N)    097 31 18.95700(W) AD(       ) 3
 QQ0432  USSD        -  45 19 58.04200(N)    097 31 19.40100(W) AD(       ) 3
 QQ0432
 QQ0432.Superseded values are not recommended for survey control.
 QQ0432
 QQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0432.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0432
 QQ0432_MARKER: 55 = TOWER
 QQ0432
 QQ0432  HISTORY     - Date     Condition        Report By
 QQ0432  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0432  HISTORY     - 1935     GOOD             CGS
 QQ0432  HISTORY     - 1952     GOOD             CGS
 QQ0432
 QQ0432                          STATION DESCRIPTION
 QQ0432
 QQ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0432'THE PRESENT BUILDING WAS ERECTED IN 1903, BUT EVIDENTLY IS THE
 QQ0432'BUILDING WHOSE POSITION WAS DETERMINED.  IT WAS LEARNED THAT THE
 QQ0432'OLD BUILDING WAS OF WOOD AND HAD NO DOME OR SUPERSTRUCTURE.  THE
 QQ0432'PRESENT COURTHOUSE HAS A TALL CUPOLA TOPPED BY A DOME AND STATUE.
 QQ0432
 QQ0432                          STATION RECOVERY (1952)
 QQ0432
 QQ0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0432'THE STATION WAS RECOVERED AS DESCRIBED IN 1903.  THE ORIGINAL
 QQ0432'DESCRIPTION IS ADEQUATE AND CORRECT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0430 ***********************************************************************
 QQ0430  DESIGNATION -  WEBSTER HI CH SPIRE N PT TOWN
 QQ0430  PID         -  QQ0430
 QQ0430  STATE/COUNTY-  SD/DAY
 QQ0430  COUNTRY     -  US
 QQ0430  USGS QUAD   -  WEBSTER (2018)
 QQ0430
 QQ0430                         *CURRENT SURVEY CONTROL
 QQ0430  ______________________________________________________________________
 QQ0430* NAD 83(1996) POSITION- 45 20 09.95123(N) 097 31 08.15285(W)   ADJUSTED
 QQ0430  ______________________________________________________________________
 QQ0430  GEOID HEIGHT    -        -24.987 (meters)                     GEOID18
 QQ0430  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 QQ0430  HORZ ORDER      -  THIRD
 QQ0430
 QQ0430.The horizontal coordinates were established by classical geodetic methods
 QQ0430.and adjusted by the National Geodetic Survey in January 1998.
 QQ0430
 QQ0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0430.GEOID18 height accuracy estimate available here.
 QQ0430
 QQ0430.Click photographs - Photos may exist for this station.
 QQ0430
 QQ0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0430
 QQ0430. The following values were computed from the NAD 83(1996) position.
 QQ0430
 QQ0430;                    North         East     Units Scale Factor Converg.
 QQ0430;SPC SD N     -   169,972.433   794,437.467   MT  0.99995145   +1 45 21.4
 QQ0430;SPC SD N     -   557,651.22  2,606,416.92   sFT  0.99995145   +1 45 21.4
 QQ0430;UTM  14      - 5,021,354.573   616,046.271   MT  0.99976558   +1 03 12.7
 QQ0430
 QQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1604621354(NAD 83)
 QQ0430
 QQ0430                          SUPERSEDED SURVEY CONTROL
 QQ0430
 QQ0430  NAD 83(1986)-  45 20 09.95063(N)    097 31 08.13882(W) AD(       ) 3
 QQ0430  NAD 27      -  45 20 10.10300(N)    097 31 06.80400(W) AD(       ) 3
 QQ0430  USSD        -  45 20 10.26800(N)    097 31 07.24400(W) AD(       ) 3
 QQ0430
 QQ0430.Superseded values are not recommended for survey control.
 QQ0430
 QQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0430.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0430
 QQ0430_MARKER: 90 = CHURCH SPIRE
 QQ0430
 QQ0430  HISTORY     - Date     Condition        Report By
 QQ0430  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0430  HISTORY     - 1935     GOOD             CGS
 QQ0430  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QQ0430  HISTORY     - 1970     GOOD             LOCENG
 QQ0430
 QQ0430                          STATION DESCRIPTION
 QQ0430
 QQ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0430'THIS IS THE CATHOLIC CHURCH AND IS THE SAME NOW AS IT WAS IN 1903.
 QQ0430
 QQ0430                          STATION RECOVERY (1952)
 QQ0430
 QQ0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0430'THIS STATION WAS DESCRIBED IN 1903, AS THE WEBSTER, HIGH SHARP
 QQ0430'CHURCH SPIRE (NORTH PART OF TOWN), HOWEVER THIS BUILDING WAS
 QQ0430'REMODELED IN 1910.  A NEW DESCRIPTION FOLLOWS.
 QQ0430'
 QQ0430'THE STATION IS LOCATED IN THE NORTHERN PART OF WEBSTER, 1 BLOCK
 QQ0430'EAST OF THE MAIN STREET (STATE HIGHWAY 25).  IT IS A LARGE
 QQ0430'BUILDING, PAINTED WHITE, ABOUT 80 FEET HIGH WITH A 15 FOOT CROSS
 QQ0430'ON THE EAST END OF THE ROOF.  THE POINT INTERSECTED WAS THE
 QQ0430'TOP OF THE CROSS.
 QQ0430
 QQ0430                          STATION RECOVERY (1970)
 QQ0430
 QQ0430'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 QQ0430'RECOVERED BY MSGT.
 QQ0430'
 QQ0430'THE SPIRE WAS NOT OBSERVED, BUT WAS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0433 ***********************************************************************
 QQ0433  DESIGNATION -  WEBSTER MUNICIPAL AIRPORT BCN
 QQ0433  PID         -  QQ0433
 QQ0433  STATE/COUNTY-  SD/DAY
 QQ0433  COUNTRY     -  US
 QQ0433  USGS QUAD   -  WEBSTER (2018)
 QQ0433
 QQ0433                         *CURRENT SURVEY CONTROL
 QQ0433  ______________________________________________________________________
 QQ0433* NAD 83(1996) POSITION- 45 17 41.82319(N) 097 31 10.37418(W)   ADJUSTED
 QQ0433  ______________________________________________________________________
 QQ0433  GEOID HEIGHT    -        -24.968 (meters)                     GEOID18
 QQ0433  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 QQ0433  HORZ ORDER      -  THIRD
 QQ0433
 QQ0433.The horizontal coordinates were established by classical geodetic methods
 QQ0433.and adjusted by the National Geodetic Survey in January 1998.
 QQ0433
 QQ0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0433.GEOID18 height accuracy estimate available here.
 QQ0433
 QQ0433.Click photographs - Photos may exist for this station.
 QQ0433
 QQ0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0433
 QQ0433. The following values were computed from the NAD 83(1996) position.
 QQ0433
 QQ0433;                    North         East     Units Scale Factor Converg.
 QQ0433;SPC SD N     -   165,400.370   794,529.210   MT  0.99994814   +1 45 19.8
 QQ0433;SPC SD N     -   542,651.05  2,606,717.92   sFT  0.99994814   +1 45 19.8
 QQ0433;UTM  14      - 5,016,782.571   616,081.919   MT  0.99976568   +1 03 08.4
 QQ0433
 QQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1608116782(NAD 83)
 QQ0433
 QQ0433                          SUPERSEDED SURVEY CONTROL
 QQ0433
 QQ0433  NAD 83(1986)-  45 17 41.82310(N)    097 31 10.35950(W) AD(       ) 3
 QQ0433  NAD 27      -  45 17 41.97348(N)    097 31 09.04050(W) AD(       ) 3
 QQ0433
 QQ0433.Superseded values are not recommended for survey control.
 QQ0433
 QQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0433.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0433
 QQ0433_MARKER: 21 = AIRPORT BEACON
 QQ0433
 QQ0433  HISTORY     - Date     Condition        Report By
 QQ0433  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0433  HISTORY     - 1970     GOOD             USAF
 QQ0433
 QQ0433                          STATION DESCRIPTION
 QQ0433
 QQ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0433'THE STATION IS LOCATED ON THE WEST EDGE OF THE AIRPORT, ABOUT
 QQ0433'2-1/2 MILES SOUTH OF TOWN AND 125 FEET EAST OF STATE HIGHWAY
 QQ0433'25.  THE BEACON IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS
 QQ0433'ABOUT 50 FEET HIGH.  IT IS THE REVOLVING TYPE, GREEN AND WHITE
 QQ0433'LIGHT.  THE POINT INTERSECTED WAS THE CENTER OF THE LIGHT.
 QQ0433
 QQ0433                          STATION RECOVERY (1970)
 QQ0433
 QQ0433'RECOVERY NOTE BY US AIR FORCE 1970
 QQ0433'BEACON WAS NOT OBSERVED, BUT WAS FOUND AS DESCRIBED IN GOOD
 QQ0433'CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7246 ***********************************************************************
 AE7246  DESIGNATION -  WEBSTER RM 1
 AE7246  PID         -  AE7246
 AE7246  STATE/COUNTY-  SD/DAY
 AE7246  COUNTRY     -  US
 AE7246  USGS QUAD   -  WAUBAY SW (2017)
 AE7246
 AE7246                         *CURRENT SURVEY CONTROL
 AE7246  ______________________________________________________________________
 AE7246* NAD 83(1986) POSITION- 45 20 22.77   (N) 097 28 37.35   (W)   HD_HELD1
 AE7246* NAVD 88 ORTHO HEIGHT -   583.341 (meters)     1913.84  (feet) ADJUSTED
 AE7246  ______________________________________________________________________
 AE7246  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AE7246  DYNAMIC HEIGHT  -        583.275 (meters)     1913.63  (feet) COMP
 AE7246  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 AE7246
 AE7246  VERT ORDER      -  FIRST     CLASS II
 AE7246
 AE7246.The horizontal coordinates were determined by differentially corrected
 AE7246.hand held GPS observations or other comparable positioning techniques
 AE7246.and have an estimated accuracy of +/- 3 meters.
 AE7246
 AE7246.The orthometric height was determined by differential leveling and
 AE7246.adjusted by the NATIONAL GEODETIC SURVEY
 AE7246.in July 1998.
 AE7246
 AE7246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7246.GEOID18 height accuracy estimate available here.
 AE7246
 AE7246.Click photographs - Photos may exist for this station.
 AE7246
 AE7246.The dynamic height is computed by dividing the NAVD 88
 AE7246.geopotential number by the normal gravity value computed on the
 AE7246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7246.degrees latitude (g = 980.6199 gals.).
 AE7246
 AE7246.The modeled gravity was interpolated from observed gravity values.
 AE7246
 AE7246;                    North         East    Units  Estimated Accuracy
 AE7246;SPC SD N     -   170,469.4     797,706.9     MT  (+/- 3 meters HH1 GPS) 
 AE7246
 AE7246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1932021811(NAD 83)
 AE7246
 AE7246                          SUPERSEDED SURVEY CONTROL
 AE7246
 AE7246.No superseded survey control is available for this station.
 AE7246
 AE7246_MARKER: DR = REFERENCE MARK DISK
 AE7246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7246_STAMPING: WEBSTER NO 1 1952
 AE7246_MARK LOGO: CGS
 AE7246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7246+STABILITY: SURFACE MOTION
 AE7246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7246+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE7246
 AE7246  HISTORY     - Date     Condition        Report By
 AE7246  HISTORY     - 1952     MONUMENTED       CGS
 AE7246  HISTORY     - 19970314 GOOD             NGS
 AE7246
 AE7246                          STATION DESCRIPTION
 AE7246
 AE7246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7246'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7246'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY
 AE7246'ACROSS COUNTRY TO THE HIGHEST POINT IN THE AREA, 31.9 M (104.7 FT)
 AE7246'NORTHEAST OF REFERENCE MARK 2, 17.9 M (58.7 FT) EAST OF THE STATION
 AE7246'MARK, 12.0 M (39.4 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 AE7246'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AE7246'PROPERTY OWNED BY MIKE GOLLNICK, RR1, BOX 76, WEBSTER, SD 57274,
 AE7246'TELEPHONE NUMBER (605) 345-4837.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7247 ***********************************************************************
 AE7247  DESIGNATION -  WEBSTER RM 2
 AE7247  PID         -  AE7247
 AE7247  STATE/COUNTY-  SD/DAY
 AE7247  COUNTRY     -  US
 AE7247  USGS QUAD   -  WAUBAY SW (2017)
 AE7247
 AE7247                         *CURRENT SURVEY CONTROL
 AE7247  ______________________________________________________________________
 AE7247* NAD 83(1986) POSITION- 45 20 22.36   (N) 097 28 38.70   (W)   HD_HELD1
 AE7247* NAVD 88 ORTHO HEIGHT -   583.424 (meters)     1914.12  (feet) ADJUSTED
 AE7247  ______________________________________________________________________
 AE7247  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AE7247  DYNAMIC HEIGHT  -        583.358 (meters)     1913.90  (feet) COMP
 AE7247  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 AE7247
 AE7247  VERT ORDER      -  FIRST     CLASS II
 AE7247
 AE7247.The horizontal coordinates were determined by differentially corrected
 AE7247.hand held GPS observations or other comparable positioning techniques
 AE7247.and have an estimated accuracy of +/- 3 meters.
 AE7247
 AE7247.The orthometric height was determined by differential leveling and
 AE7247.adjusted by the NATIONAL GEODETIC SURVEY
 AE7247.in July 1998.
 AE7247
 AE7247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7247.GEOID18 height accuracy estimate available here.
 AE7247
 AE7247.Click photographs - Photos may exist for this station.
 AE7247
 AE7247.The dynamic height is computed by dividing the NAVD 88
 AE7247.geopotential number by the normal gravity value computed on the
 AE7247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7247.degrees latitude (g = 980.6199 gals.).
 AE7247
 AE7247.The modeled gravity was interpolated from observed gravity values.
 AE7247
 AE7247;                    North         East    Units  Estimated Accuracy
 AE7247;SPC SD N     -   170,455.9     797,677.9     MT  (+/- 3 meters HH1 GPS) 
 AE7247
 AE7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1929121798(NAD 83)
 AE7247
 AE7247                          SUPERSEDED SURVEY CONTROL
 AE7247
 AE7247.No superseded survey control is available for this station.
 AE7247
 AE7247_MARKER: DR = REFERENCE MARK DISK
 AE7247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7247_STAMPING: WEBSTER NO 2 1952
 AE7247_MARK LOGO: CGS
 AE7247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7247+STABILITY: SURFACE MOTION
 AE7247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7247+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AE7247
 AE7247  HISTORY     - Date     Condition        Report By
 AE7247  HISTORY     - 1952     MONUMENTED       CGS
 AE7247  HISTORY     - 19970314 GOOD             NGS
 AE7247
 AE7247                          STATION DESCRIPTION
 AE7247
 AE7247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7247'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 AE7247'STATE HIGHWAY 25 IN WEBSTER, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY
 AE7247'ACROSS COUNTRY TO THE HIGHEST POINT IN THE AREA, 31.9 M (104.7 FT)
 AE7247'SOUTHWEST OF REFERENCE MARK 1, 19.2 M (63.0 FT) SOUTHWEST OF THE
 AE7247'STATION MARK, 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND FENCE, AND
 AE7247'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 AE7247'ON PROPERTY OWNED BY MIKE GOLLNICK, RR1, BOX 76, WEBSTER, SD 57274,
 AE7247'TELEPHONE NUMBER (605) 345-4837.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0434 ***********************************************************************
 QQ0434  DESIGNATION -  WEBSTER STATE RAD COMMUN TWR
 QQ0434  PID         -  QQ0434
 QQ0434  STATE/COUNTY-  SD/DAY
 QQ0434  COUNTRY     -  US
 QQ0434  USGS QUAD   -  WEBSTER (2018)
 QQ0434
 QQ0434                         *CURRENT SURVEY CONTROL
 QQ0434  ______________________________________________________________________
 QQ0434* NAD 83(1996) POSITION- 45 20 30.43598(N) 097 31 34.41081(W)   ADJUSTED
 QQ0434  ______________________________________________________________________
 QQ0434  GEOID HEIGHT    -        -24.985 (meters)                     GEOID18
 QQ0434  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 QQ0434  HORZ ORDER      -  THIRD
 QQ0434
 QQ0434.The horizontal coordinates were established by classical geodetic methods
 QQ0434.and adjusted by the National Geodetic Survey in January 1998.
 QQ0434
 QQ0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0434.GEOID18 height accuracy estimate available here.
 QQ0434
 QQ0434.Click photographs - Photos may exist for this station.
 QQ0434
 QQ0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0434
 QQ0434. The following values were computed from the NAD 83(1996) position.
 QQ0434
 QQ0434;                    North         East     Units Scale Factor Converg.
 QQ0434;SPC SD N     -   170,587.016   793,846.715   MT  0.99995195   +1 45 02.8
 QQ0434;SPC SD N     -   559,667.57  2,604,478.76   sFT  0.99995195   +1 45 02.8
 QQ0434;UTM  14      - 5,021,976.235   615,463.206   MT  0.99976392   +1 02 54.3
 QQ0434
 QQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1546321976(NAD 83)
 QQ0434
 QQ0434                          SUPERSEDED SURVEY CONTROL
 QQ0434
 QQ0434  NAD 83(1986)-  45 20 30.43532(N)    097 31 34.39692(W) AD(       ) 3
 QQ0434  NAD 27      -  45 20 30.58872(N)    097 31 33.07667(W) AD(       ) 3
 QQ0434
 QQ0434.Superseded values are not recommended for survey control.
 QQ0434
 QQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0434.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0434
 QQ0434_MARKER: 42 = RADIO/TV MAST
 QQ0434
 QQ0434  HISTORY     - Date     Condition        Report By
 QQ0434  HISTORY     - 1952     FIRST OBSERVED   CGS
 QQ0434
 QQ0434                          STATION DESCRIPTION
 QQ0434
 QQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0434'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF WEBSTER.  IT IS A
 QQ0434'STEEL TOWER PAINTED RED AND WHITE AND IS 200 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0431 ***********************************************************************
 QQ0431  DESIGNATION -  WEBSTER WATER WORKS TANK
 QQ0431  PID         -  QQ0431
 QQ0431  STATE/COUNTY-  SD/DAY
 QQ0431  COUNTRY     -  US
 QQ0431  USGS QUAD   -  WEBSTER (2018)
 QQ0431
 QQ0431                         *CURRENT SURVEY CONTROL
 QQ0431  ______________________________________________________________________
 QQ0431* NAD 83(1996) POSITION- 45 20 08.43660(N) 097 31 10.36468(W)   ADJUSTED
 QQ0431  ______________________________________________________________________
 QQ0431  GEOID HEIGHT    -        -24.986 (meters)                     GEOID18
 QQ0431  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 QQ0431  HORZ ORDER      -  THIRD
 QQ0431
 QQ0431.The horizontal coordinates were established by classical geodetic methods
 QQ0431.and adjusted by the National Geodetic Survey in January 1998.
 QQ0431
 QQ0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0431.GEOID18 height accuracy estimate available here.
 QQ0431
 QQ0431.Click photographs - Photos may exist for this station.
 QQ0431
 QQ0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0431
 QQ0431. The following values were computed from the NAD 83(1996) position.
 QQ0431
 QQ0431;                    North         East     Units Scale Factor Converg.
 QQ0431;SPC SD N     -   169,924.223   794,390.765   MT  0.99995142   +1 45 19.8
 QQ0431;SPC SD N     -   557,493.05  2,606,263.70   sFT  0.99995142   +1 45 19.8
 QQ0431;UTM  14      - 5,021,306.948   615,998.990   MT  0.99976544   +1 03 11.1
 QQ0431
 QQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1599821306(NAD 83)
 QQ0431
 QQ0431                          SUPERSEDED SURVEY CONTROL
 QQ0431
 QQ0431  NAD 83(1986)-  45 20 08.43599(N)    097 31 10.35089(W) AD(       ) 3
 QQ0431  NAD 27      -  45 20 08.58800(N)    097 31 09.00200(W) AD(       ) 3
 QQ0431  USSD        -  45 20 08.75400(N)    097 31 09.44600(W) AD(       ) 3
 QQ0431
 QQ0431.Superseded values are not recommended for survey control.
 QQ0431
 QQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0431.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0431
 QQ0431_MARKER: 53 = ELEVATED TANK
 QQ0431
 QQ0431  HISTORY     - Date     Condition        Report By
 QQ0431  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0431  HISTORY     - 1935     GOOD             CGS
 QQ0431  HISTORY     - 1952     GOOD             CGS
 QQ0431  HISTORY     - 1970     GOOD             NGS
 QQ0431
 QQ0431                          STATION DESCRIPTION
 QQ0431
 QQ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0431'THE PRESENT WATER TANK IS THE SAME ONE THAT WAS STANDING IN 1903.
 QQ0431
 QQ0431                          STATION RECOVERY (1952)
 QQ0431
 QQ0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0431'THE STATION WAS RECOVERED AS DESCRIBED IN 1903.  THE ORIGINAL
 QQ0431'DESCRIPTION IS ADEQUATE AND CORRECT.
 QQ0431
 QQ0431                          STATION RECOVERY (1970)
 QQ0431
 QQ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QQ0431'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STEEL
 QQ0431'WATER TANK WITH A CONICAL ROOF, SUPPORTED BY A 4-LEGGED STEEL
 QQ0431'STRUCTURE.  THE CENTER WATER PIPE IS ENCLOSED IN A SQUARE WOODEN
 QQ0431'STRUCTURE.  THE OVERALL HEIGHT IS APPROXIMATELY 130 FEET.
 QQ0431'
 QQ0431'IT IS LOCATED AT THE CITY PUMP STATION IN THE NORTH PART OF THE
 QQ0431'VILLAGE OF WEBSTER, IN THE BLOCK BOUNDED BY MAIN STREET ON THE
 QQ0431'WEST AND 10TH AVE. E ON THE SOUTH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0405 ***********************************************************************
 QT0405  DESIGNATION -  WEDGETENT
 QT0405  PID         -  QT0405
 QT0405  STATE/COUNTY-  SD/PERKINS
 QT0405  COUNTRY     -  US
 QT0405  USGS QUAD   -  COAL SPRINGS SW (2017)
 QT0405
 QT0405                         *CURRENT SURVEY CONTROL
 QT0405  ______________________________________________________________________
 QT0405* NAD 83(1996) POSITION- 45 17 48.34127(N) 102 08 11.85744(W)   ADJUSTED
 QT0405* NAVD 88 ORTHO HEIGHT -   816.5   (meters)     2679.    (feet) VERTCON3
 QT0405  ______________________________________________________________________
 QT0405  GEOID HEIGHT    -        -18.993 (meters)                     GEOID18
 QT0405  LAPLACE CORR    -         -6.66  (seconds)                    DEFLEC18
 QT0405  HORZ ORDER      -  FIRST
 QT0405
 QT0405.The horizontal coordinates were established by classical geodetic methods
 QT0405.and adjusted by the National Geodetic Survey in January 1998.
 QT0405
 QT0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0405
 QT0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0405.GEOID18 height accuracy estimate available here.
 QT0405
 QT0405.Click photographs - Photos may exist for this station.
 QT0405
 QT0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0405
 QT0405. The following values were computed from the NAD 83(1996) position.
 QT0405
 QT0405;                    North         East     Units Scale Factor Converg.
 QT0405;SPC SD N     -   164,832.583   432,433.747   MT  0.99994828   -1 30 43.8
 QT0405;SPC SD N     -   540,788.23  1,418,743.05   sFT  0.99994828   -1 30 43.8
 QT0405;UTM  13      - 5,019,906.681   724,508.731   MT  1.00021978   +2 02 09.7
 QT0405
 QT0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0405!SPC SD N     -   0.99987497  x   0.99994828  =   0.99982326
 QT0405!UTM  13      -   0.99987497  x   1.00021978  =   1.00009473
 QT0405
 QT0405:                Primary Azimuth Mark                     Grid Az
 QT0405:SPC SD N     -  WEDGETENT AZ MK                          308 35 45.3
 QT0405:UTM  13      -  WEDGETENT AZ MK                          305 02 51.8
 QT0405
 QT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2450819906(NAD 83)
 QT0405
 QT0405|---------------------------------------------------------------------|
 QT0405| PID    Reference Object                     Distance      Geod. Az  |
 QT0405|                                                           dddmmss.s |
 QT0405| CQ8968 WEDGETENT RM 1                       15.258 METERS 05831     |
 QT0405| CQ8969 WEDGETENT RM 2                       14.768 METERS 22625     |
 QT0405| CQ8967 WEDGETENT AZ MK                                    3070501.5 |
 QT0405|---------------------------------------------------------------------|
 QT0405
 QT0405                          SUPERSEDED SURVEY CONTROL
 QT0405
 QT0405  NAD 83(1986)-  45 17 48.33270(N)    102 08 11.85587(W) AD(       ) 1
 QT0405  NAD 27      -  45 17 48.41000(N)    102 08 10.28700(W) AD(       ) 1
 QT0405  NGVD 29 (07/19/86)  816.1    (m)         2677.     (f) VERT ANG       
 QT0405
 QT0405.Superseded values are not recommended for survey control.
 QT0405
 QT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0405.See file dsdata.pdf to determine how the superseded data were derived.
 QT0405
 QT0405_MARKER: DS = TRIANGULATION STATION DISK
 QT0405_SETTING: 66 = SET IN ROCK OUTCROP
 QT0405_STAMPING: WEDGETENT 1951
 QT0405_MARK LOGO: CGS
 QT0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QT0405+STABILITY: POSITION/ELEVATION WELL
 QT0405
 QT0405  HISTORY     - Date     Condition        Report By
 QT0405  HISTORY     - 1951     MONUMENTED       CGS
 QT0405  HISTORY     - 1952     GOOD             CGS
 QT0405
 QT0405                          STATION DESCRIPTION
 QT0405
 QT0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0405'STATION IS LOCATED ABOUT 19 MILES NORTH AND 5 MILES WEST OF
 QT0405'FAITH, AND 1-1/2 MILE WEST OF STATE HIGHWAY 73, ON A HIGH,
 QT0405'WEDGE-SHAPED BUTTE WHICH IS THE HIGHEST HILL IN THE IMMEDIATE
 QT0405'VICINITY.
 QT0405'
 QT0405'TO REACH THE STATION FROM THE BRIDGE ACROSS THE MOREAU RIVER,
 QT0405'ABOUT 12-1/2 MILES NORTHWEST OF FAITH, GO NORTH FOR 7.2 MILES
 QT0405'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE
 QT0405'TO GATE.  PASS THROUGH GATE AND GO 1.1 MILE TO THE AZIMUTH MARK
 QT0405'ON THE LEFT.  CONTINUE 0.05 MILE TO ANOTHER GATE.  GO THROUGH
 QT0405'GATE AND GO SOUTHEASTERLY TO BASE OF BUTTE.  PACK TO TOP OF
 QT0405'BUTTE AND STATION.
 QT0405'
 QT0405'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE OUTCROPPING
 QT0405'BEDROCK, AND THE DISK IS STAMPED WEDGETENT 1951.
 QT0405'
 QT0405'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 QT0405'2-INCH IRON PIPE.  THE MARK PROJECTS ABOUT 6 INCHES, AND THE DISK
 QT0405'IS STAMPED WEDGETENT NO 1 1951.
 QT0405'
 QT0405'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILLHOLE
 QT0405'IN THE OUTCROPPING BEDROCK.  THE MARK IS FLUSH, AND THE DISK IS
 QT0405'STAMPED WEDGETENT NO 2 1951.
 QT0405'
 QT0405'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF THE TRACK ROAD,
 QT0405'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS ABOUT
 QT0405'2 INCHES, AND THE DISK IS STAMPED WEDGETENT 1951.  IT IS A
 QT0405'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 QT0405
 QT0405                          STATION RECOVERY (1952)
 QT0405
 QT0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0405'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  THE
 QT0405'ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0895 ***********************************************************************
 PR0895  DESIGNATION -  WEISS
 PR0895  PID         -  PR0895
 PR0895  STATE/COUNTY-  SD/KINGSBURY
 PR0895  COUNTRY     -  US
 PR0895  USGS QUAD   -  LAKE PRESTON NE (2017)
 PR0895
 PR0895                         *CURRENT SURVEY CONTROL
 PR0895  ______________________________________________________________________
 PR0895* NAD 83(1996) POSITION- 44 29 02.76674(N) 097 16 56.68616(W)   ADJUSTED
 PR0895* NAVD 88 ORTHO HEIGHT -   561.7   (meters)     1843.    (feet) VERTCON3
 PR0895  ______________________________________________________________________
 PR0895  GEOID HEIGHT    -        -24.935 (meters)                     GEOID18
 PR0895  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 PR0895  HORZ ORDER      -  FIRST
 PR0895
 PR0895.The horizontal coordinates were established by classical geodetic methods
 PR0895.and adjusted by the National Geodetic Survey in January 1998.
 PR0895
 PR0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0895
 PR0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0895.GEOID18 height accuracy estimate available here.
 PR0895
 PR0895.Click photographs - Photos may exist for this station.
 PR0895
 PR0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0895
 PR0895. The following values were computed from the NAD 83(1996) position.
 PR0895
 PR0895;                    North         East     Units Scale Factor Converg.
 PR0895;SPC SD N     -    75,943.213   816,143.996   MT  0.99998776   +1 55 24.0
 PR0895;SPC SD N     -   249,157.02  2,677,632.43   sFT  0.99998776   +1 55 24.0
 PR0895;UTM  14      - 4,927,077.967   636,581.817   MT  0.99982941   +1 12 13.4
 PR0895
 PR0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0895!SPC SD N     -   0.99991585  x   0.99998776  =   0.99990361
 PR0895!UTM  14      -   0.99991585  x   0.99982941  =   0.99974527
 PR0895
 PR0895:                Primary Azimuth Mark                     Grid Az
 PR0895:SPC SD N     -  ROUND CHURCH SPIRE                       164 58 35.9
 PR0895:UTM  14      -  ROUND CHURCH SPIRE                       165 41 46.5
 PR0895
 PR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3658127077(NAD 83)
 PR0895
 PR0895|---------------------------------------------------------------------|
 PR0895| PID    Reference Object                     Distance      Geod. Az  |
 PR0895|                                                           dddmmss.s |
 PR0895| PR0864 ARLINGTON METH CH SQUARE SPIRE      APPROX.17.8 KM 1390431.7 |
 PR0895| PR0866 ARLINGTON CHRISTIAN CH SPIRE        APPROX.17.9 KM 1391633.3 |
 PR0895| PR0867 ARLINGTON BAP CH SPIRE              APPROX.17.7 KM 1392110.8 |
 PR0895| PR0868 ROUND CHURCH SPIRE                  APPROX.18.8 KM 1665359.9 |
 PR0895| PR0894 LARGE CH SPIRE 15 MI BROCK          APPROX. 5.4 KM 2042931.2 |
 PR0895| PR0899 DANISH LUTHERAN CHURCH SPIRE        APPROX. 8.7 KM 2703045.7 |
 PR0895| PR0900 ERWIN METHODIST CHURCH SPIRE        APPROX.12.8 KM 2704618.8 |
 PR0895| CO7167 WEISS RM                                           27612     |
 PR0895|---------------------------------------------------------------------|
 PR0895
 PR0895                          SUPERSEDED SURVEY CONTROL
 PR0895
 PR0895  NAD 83(1986)-  44 29 02.76143(N)    097 16 56.66109(W) AD(       ) 1
 PR0895  NAD 27      -  44 29 02.88100(N)    097 16 55.40400(W) AD(       ) 1
 PR0895  USSD        -  44 29 03.04900(N)    097 16 55.84100(W) AD(       ) 3
 PR0895  NGVD 29 (07/19/86)  561.4    (m)         1842.     (f) VERT ANG       
 PR0895
 PR0895.Superseded values are not recommended for survey control.
 PR0895
 PR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0895.See file dsdata.pdf to determine how the superseded data were derived.
 PR0895
 PR0895_MARKER: N = NAIL
 PR0895_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PR0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0895
 PR0895  HISTORY     - Date     Condition        Report By
 PR0895  HISTORY     - 1903     MONUMENTED       CGS
 PR0895  HISTORY     - 1935     SEE DESCRIPTION  CGS
 PR0895
 PR0895                          STATION DESCRIPTION
 PR0895
 PR0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 PR0895'SITUATED IN THE NORTHWEST QUARTER OF SEC. 26, T. 112 N., R. 54 W.,
 PR0895'ON LAND BELONGING TO FREDERICK AUGUST WEISS, 8 MILES EAST OF
 PR0895'THE TOWN OF ERWIN, AND MARKED BY A STANDARD AZIMUTH MARK DISK.
 PR0895'THE REFERENCE MARK IS IN THE NORTHWEST CORNER OF THIS SECTION
 PR0895'(26) AND 585.965 METERS FROM THE STATION N 83 DEG 48 MIN W.
 PR0895'IT IS 4.18 METER LOWER IN ELEVATION THAN THE
 PR0895'STATION.  THE NORTHWEST CORNER OF THIS SECTION (26) IS
 PR0895'CONNECTED WITH THE STATION.  THE FOLLOWING BEARINGS AND
 PR0895'DISTANCES ARE FROM THE TRIANGULATION STATION--SCHOOLHOUSE, CHIMNEY,
 PR0895'N 85 DEG 37 MIN W, ABOUT 600 METERS.  C.A. CARLSTONS HOUSE,
 PR0895'CHIMNEY, N 85 DEG 34 MIN W, ABOUT 950 METERS.  WINDMILL TOWER
 PR0895'AT THE HOME OF F.A. WEISS, S 22 DEG 34 MIN W, ABOUT 650 METERS.
 PR0895
 PR0895                          STATION RECOVERY (1935)
 PR0895
 PR0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 PR0895'THE SURFACE MARK (WHICH WAS PULLED OUT OF THE GROUND BY A
 PR0895'TRACTOR-PLOW ABOUT 7 OR 8 YEARS AGO, AND AFTERWARD REPLACED IN
 PR0895'THE SAME HOLE) WAS RECOVERED ABOUT 1,935 FEET EAST, AND 245
 PR0895'FEET SOUTH, OF THE NW CORNER OF SEC. 26.  IN AN ATTEMPT TO RECOVER
 PR0895'THE UNDERGROUND MARK DESCRIBED, ALL THE ORIGINAL EXCAVATION
 PR0895'WAS DUG OUT BUT WITHOUT SUCCESS.  AT THE BOTTOM OF THE
 PR0895'EXCAVATION, ABOUT IN THE CENTER, THERE WERE THREE SMALL BOULDERS
 PR0895'AND AT TWO SIDES WERE SMALL WOODEN STAKES.  A SHORT LENGTH OF
 PR0895'TERRA-COTTA PIPE, SUCH AS WAS OFTEN USED FOR THE UNDERGROUND
 PR0895'MARK, WAS FOUND EMBEDDED IN THE SIDE OF THE CONCRETE
 PR0895'BLOCK SEVING AS THE SURFACE MARK.  IT WOULD APPEAR THAT
 PR0895'NO UNDERGROUND MARK WAS EVER ACTUALLY SET.
 PR0895'
 PR0895'THE REFERENCE MARK SET IN 1903 WAS FOUND TO HAVE BEEN DESTROYED,
 PR0895'PROBABLY AT THE TIME THE ROAD WAS GRADED, AS FRAGMENTS OF CONCRETE
 PR0895'AND TERRA-COTTA PIPE WERE FOUND LYING IN THE FENCE CORNER OF THE
 PR0895'NORTHWEST CORNER OF THE SECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0773 ***********************************************************************
 OS0773  DESIGNATION -  WELLER
 OS0773  PID         -  OS0773
 OS0773  STATE/COUNTY-  SD/JACKSON
 OS0773  COUNTRY     -  US
 OS0773  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0773
 OS0773                         *CURRENT SURVEY CONTROL
 OS0773  ______________________________________________________________________
 OS0773* NAD 83(1996) POSITION- 43 52 43.75120(N) 101 37 56.57952(W)   ADJUSTED
 OS0773* NAVD 88 ORTHO HEIGHT -   760.    (meters)     2493.    (feet) SCALED
 OS0773  ______________________________________________________________________
 OS0773  GEOID HEIGHT    -        -21.166 (meters)                     GEOID18
 OS0773  LAPLACE CORR    -         -9.28  (seconds)                    DEFLEC18
 OS0773  HORZ ORDER      -  SECOND
 OS0773
 OS0773.The horizontal coordinates were established by classical geodetic methods
 OS0773.and adjusted by the National Geodetic Survey in January 1998.
 OS0773
 OS0773.The orthometric height was scaled from a topographic map.
 OS0773
 OS0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0773.GEOID18 height accuracy estimate available here.
 OS0773
 OS0773.Click photographs - Photos may exist for this station.
 OS0773
 OS0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0773
 OS0773. The following values were computed from the NAD 83(1996) position.
 OS0773
 OS0773;                    North         East     Units Scale Factor Converg.
 OS0773;SPC SD S     -   172,507.887   495,609.229   MT  0.99991718   -0 53 46.1
 OS0773;SPC SD S     -   565,969.63  1,626,011.28   sFT  0.99991718   -0 53 46.1
 OS0773;UTM  14      - 4,861,782.313   288,518.916   MT  1.00015012   -1 49 31.0
 OS0773
 OS0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0773!SPC SD S     -   0.99988409  x   0.99991718  =   0.99980128
 OS0773!UTM  14      -   0.99988409  x   1.00015012  =   1.00003419
 OS0773
 OS0773:                Primary Azimuth Mark                     Grid Az
 OS0773:SPC SD S     -  WELLER AZ MK                             273 44 07.8
 OS0773:UTM  14      -  WELLER AZ MK                             274 39 52.7
 OS0773
 OS0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8851861782(NAD 83)
 OS0773
 OS0773|---------------------------------------------------------------------|
 OS0773| PID    Reference Object                     Distance      Geod. Az  |
 OS0773|                                                           dddmmss.s |
 OS0773| CQ4374 WELLER RM 1                          32.323 METERS 01018     |
 OS0773| OS0770 KADOKA MUNICIPAL TANK               APPROX.11.0 KM 1163843.0 |
 OS0773| CQ4373 WELLER AZ MK                                       2725021.7 |
 OS0773| CQ4375 WELLER RM 2                          74.412 METERS 29526     |
 OS0773| OS0777 PHILIP BELL TEL CO RAD MAST         APPROX.11.4 KM 3554845.4 |
 OS0773|---------------------------------------------------------------------|
 OS0773
 OS0773                          SUPERSEDED SURVEY CONTROL
 OS0773
 OS0773  NAD 83(1995)-  43 52 43.74336(N)    101 37 56.58135(W) AD(       ) 2
 OS0773  NAD 83(1986)-  43 52 43.74455(N)    101 37 56.58384(W) AD(       ) 2
 OS0773  NAD 27      -  43 52 43.77230(N)    101 37 55.06830(W) AD(       ) 2
 OS0773
 OS0773.Superseded values are not recommended for survey control.
 OS0773
 OS0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0773.See file dsdata.pdf to determine how the superseded data were derived.
 OS0773
 OS0773_MARKER: DS = TRIANGULATION STATION DISK
 OS0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0773_STAMPING: WELLER 1961
 OS0773_MARK LOGO: CGS
 OS0773_PROJECTION: FLUSH
 OS0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0773+STABILITY: SURFACE MOTION
 OS0773
 OS0773  HISTORY     - Date     Condition        Report By
 OS0773  HISTORY     - 1961     MONUMENTED       CGS
 OS0773  HISTORY     - 1975     GOOD             NGS
 OS0773
 OS0773                          STATION DESCRIPTION
 OS0773
 OS0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0773'THE STATION IS LOCATED ON A LOW HILL JUST SOUTH OF AN EAST-WEST
 OS0773'SECTION LINE ROAD, 6-1/2 MILES NORTHWEST OF KADOKA, 10-1/2 MILES
 OS0773'SOUTH-SOUTHEAST OF PHILIP, AND 3 MILES NORTH-NORTHEAST OF SEVEN
 OS0773'MILE CORNER, IN THE NORTH 1/4 SEC. 17, T 2 S, R 21 E.
 OS0773'
 OS0773'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OS0773'STATE HIGHWAY 73 AT SEVEN MILE CORNER, GO NORTH ON STATE HIGHWAY
 OS0773'73 FOR 3 MILES TO A ROAD RIGHT, JUST BEFORE REACHING A RANCH HOUSE
 OS0773'ON THE LEFT, TURN RIGHT AND GO EAST ON GRADED ROAD FOR 1.1 MILE
 OS0773'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD EAST ON GRADED
 OS0773'ROAD FOR 0.4 MILE TO THE TOP OF A HILL AND THE STATION ON THE
 OS0773'RIGHT ON SMALL HILL.
 OS0773'
 OS0773'THE STATION IS A STANDARD DISK STAMPED WELLER 1961, SET IN THE TOP
 OS0773'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.  IT
 OS0773'IS 115 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND 106 FEET SOUTH
 OS0773'OF A POWER LINE POLE.
 OS0773'
 OS0773'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED WELLER NO 1 1961,
 OS0773'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WTIH
 OS0773'THE GROUND.  IT IS 9 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND
 OS0773'3 FEET WEST OF A POWER LINE POLE.
 OS0773'
 OS0773'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED WELLER NO 2 1961,
 OS0773'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WTIH
 OS0773'THE GROUND.  IT IS 8 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND
 OS0773'2 FEET EAST OF A POWER LINE POLE.
 OS0773'
 OS0773'AZIMUTH MARK IS A STANDARD DISK STAMPED WELLER 1961, SET IN THE
 OS0773'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.
 OS0773'IT IS 5-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND 2-1/2 FEET
 OS0773'EAST OF A POWER LINE POLE.
 OS0773'
 OS0773'UNABLE TO MEASURE BETWEEN REFERENCE MARKS BECAUSE OF HIGH RIDGE IN
 OS0773'BETWEEN.
 OS0773'
 OS0773'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 OS0773
 OS0773                          STATION RECOVERY (1975)
 OS0773
 OS0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OS0773'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 OS0773'MARK WERE FOUND IN GOOD CONDITION.
 OS0773'
 OS0773'PHYSICAL REFERENCE CHANGES--THE POWER POLES NEAR THE REFERENCE
 OS0773'MARKS AND AZIMUTH MARK HAVE BEEN REMOVED.  METAL WITNESS POSTS HAVE
 OS0773'BEEN SET IN THE FENCE LINE OPPOSITE REFERENCE MARK NO. 1 AND THE
 OS0773'AZIMUTH MARK.  THE AZIMUTH MARK IS 380 FEET EAST OF A T FENCE
 OS0773'CORNER WITH A FENCE LEADING SOUTH.
 OS0773'
 OS0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MILES
 OS0773'NW OF KADOKA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0686 ***********************************************************************
 OS0686  DESIGNATION -  WENARD PRESHO WEST BASE RESET
 OS0686  PID         -  OS0686
 OS0686  STATE/COUNTY-  SD/LYMAN
 OS0686  COUNTRY     -  US
 OS0686  USGS QUAD   -  VIVIAN SE (2017)
 OS0686
 OS0686                         *CURRENT SURVEY CONTROL
 OS0686  ______________________________________________________________________
 OS0686* NAD 83(1996) POSITION- 43 51 42.00205(N) 100 20 02.85226(W)   ADJUSTED
 OS0686* NAVD 88 ORTHO HEIGHT -   674.2   (meters)     2212.    (feet) VERTCON3
 OS0686  ______________________________________________________________________
 OS0686  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 OS0686  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 OS0686  HORZ ORDER      -  FIRST
 OS0686
 OS0686.The horizontal coordinates were established by classical geodetic methods
 OS0686.and adjusted by the National Geodetic Survey in January 1998.
 OS0686
 OS0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0686
 OS0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0686.GEOID18 height accuracy estimate available here.
 OS0686
 OS0686.Click photographs - Photos may exist for this station.
 OS0686
 OS0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0686
 OS0686. The following values were computed from the NAD 83(1996) position.
 OS0686
 OS0686;                    North         East     Units Scale Factor Converg.
 OS0686;SPC SD S     -   169,785.838   599,936.311   MT  0.99991586   -0 00 02.0
 OS0686;SPC SD S     -   557,039.04  1,968,291.05   sFT  0.99991586   -0 00 02.0
 OS0686;UTM  14      - 4,857,373.693   392,789.058   MT  0.99974137   -0 55 28.3
 OS0686
 OS0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0686!SPC SD S     -   0.99989817  x   0.99991586  =   0.99981404
 OS0686!UTM  14      -   0.99989817  x   0.99974137  =   0.99963957
 OS0686
 OS0686:                Primary Azimuth Mark                     Grid Az
 OS0686:SPC SD S     -  GLO 6 B RM 1                             306 00 37.5
 OS0686:UTM  14      -  GLO 6 B RM 1                             306 56 03.8
 OS0686
 OS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP9278957373(NAD 83)
 OS0686
 OS0686|---------------------------------------------------------------------|
 OS0686| PID    Reference Object                     Distance      Geod. Az  |
 OS0686|                                                           dddmmss.s |
 OS0686| CO4822 WENARD PRESHO W BASE RM              46.049 METERS 06538     |
 OS0686| CO4821 WENARD RM 2                          29.093 METERS 09541     |
 OS0686| OS0682 GLO 6 B RM 1                        APPROX. 3.2 KM 3060035.5 |
 OS0686| OS0685 T2S R31E SECS 11 14 CC              APPROX. 3.2 KM 3065803.9 |
 OS0686|---------------------------------------------------------------------|
 OS0686
 OS0686                          SUPERSEDED SURVEY CONTROL
 OS0686
 OS0686  NAD 83(1986)-  43 51 41.99817(N)    100 20 02.85437(W) AD(       ) 1
 OS0686  NAD 27      -  43 51 42.03700(N)    100 20 01.38300(W) AD(       ) 1
 OS0686  NGVD 29 (07/19/86)  673.8    (m)         2211.     (f) VERT ANG       
 OS0686
 OS0686.Superseded values are not recommended for survey control.
 OS0686
 OS0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0686.See file dsdata.pdf to determine how the superseded data were derived.
 OS0686
 OS0686_MARKER: DH = HORIZONTAL CONTROL DISK
 OS0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0686_STAMPING: WENARD 1924 1975
 OS0686_MARK LOGO: NGS
 OS0686_PROJECTION: FLUSH
 OS0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0686+STABILITY: SURFACE MOTION
 OS0686
 OS0686  HISTORY     - Date     Condition        Report By
 OS0686  HISTORY     - 1975     MONUMENTED       NGS
 OS0686
 OS0686                          STATION DESCRIPTION
 OS0686
 OS0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OS0686'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1924 WERE RECOVERED
 OS0686'IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND DISTURBED,
 OS0686'IT HAD BEEN PUSHED OUT DURING GRADING OPERATIONS AND SET UPRIGHT
 OS0686'OVER THE UNDERGROUND STATION SOMETIME LATER, BUT NOT IN PLUMB.  THE
 OS0686'POSITION OF THE UNDERGROUND STATION MARK WAS HELD AND THE MARK
 OS0686'REMOVED, A NEW UNDERGROUND STATION MARK WAS SET 3-1/2 FEET
 OS0686'BELOW GROUND LEVEL AND A NEW SURFACE STATION MARK WAS PLUMBED
 OS0686'OVER IT AND SET FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 WAS
 OS0686'SET.  AN AZIMUTH MARK WAS NOT SET, STATION G.L.O. NO 6B ECC
 OS0686'REFERENCE MARK NO. 1 1924 AND G.L.O. NO 6B CAN BE USED FOR
 OS0686'AZIMUTHS.
 OS0686'
 OS0686'A NEW DESCRIPTION FOLLOWS--
 OS0686'
 OS0686'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 2 MILES WEST OF
 OS0686'VIVIAN, ON THE NORTH SIDE OF THE SE 1/4 OF SEC. 32, T 105 N, R 79
 OS0686'W., ON A HIGH HILL, ON THE SOUTH SIDE OF A GRADED ROAD, OPPOSITE
 OS0686'A FARMSTEAD.
 OS0686'
 OS0686'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90
 OS0686'AND STATE HIGHWAY 53 AT VIVIAN, GO SOUTH ON STATE HIGHWAY 53 FOR
 OS0686'3.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON THE
 OS0686'GRADED ROAD 1.4 MILES TO THE CREST OF THE HILL AND A FARM DRIVEWAY
 OS0686'ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 OS0686'
 OS0686'THE STATION MARK IS A STANDARD DISK STAMPED WENARD 1924 1975, SET
 OS0686'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 OS0686'IS 157 FEET WEST OF A POWER POLE WITH TWO ANCHORS, 110 FEET WEST OF
 OS0686'THE EXTENDED CENTERLINE OF THE FARM DRIVEWAY, 28 FEET SOUTH OF THE
 OS0686'CENTER OF THE ROAD, AND 10 FEET NORTH OF THE FENCE AND METAL
 OS0686'WITNESS POST.
 OS0686'
 OS0686'REFERENCE MARK 1924 IS A STANDARD DISK STAMPED WENARD 1924, SET IN
 OS0686'THE TOP OF A SQUARE CONCRETE MONUMENT 3-INCHES BELOW GROUND
 OS0686'SURFACE.  IT IS 50.5 FEET EAST OF THE TELEPHONE POLE AT THE WEST
 OS0686'SIDE OF THE DRIVEWAY, 35 FEET NORTH OF THE CENTER OF THE ROAD, 26
 OS0686'FEET EAST OF THE CENTER OF THE DRIVEWAY, AND 2 FEET WEST OF THE
 OS0686'EXTENDED LINE OF THE WEST SIDE OF THE HOUSE.
 OS0686'
 OS0686'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WENARD 1924 NO 2
 OS0686'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OS0686'8-INCHES.  IT IS 61 FEET WEST OF THE POWER POLE WITH TWO ANCHORS,
 OS0686'38 FEET SOUTH OF THE CENTER OF THE ROAD, 15 FEET WEST OF THE
 OS0686'EXTENDED LINE OF THE CENTER OF THE DRIVEWAY.
 OS0686'
 OS0686'TO REACH STATION G.L.O. NO. 6B FROM STATION WENARD, GO WEST ON THE
 OS0686'GRADED ROAD FOR 1.7 MILE TO A T ROAD, TURN RIGHT AND GO NORTH ON
 OS0686'THE GRADED ROAD FOR 1.0 MILE TO A CROSSROAD, CONTINUE STRAIGHT
 OS0686'AHEAD FOR 0.2 MILE TO WHERE THE ROAD TURNS LEFT AND THE STATION
 OS0686'MARK IS IN THE PASTURE ON THE RIGHT, ON PROPERTY OWNED BY MR.
 OS0686'CHARLES OLLER.  (SEE T2S R31E SECS 11 14 CC).
 OS0686'
 OS0686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES SW
 OS0686'OF VIVIAN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0849 ***********************************************************************
 OQ0849  DESIGNATION -  WENTWORTH
 OQ0849  PID         -  OQ0849
 OQ0849  STATE/COUNTY-  SD/LAKE
 OQ0849  COUNTRY     -  US
 OQ0849  USGS QUAD   -  WENTWORTH (2017)
 OQ0849
 OQ0849                         *CURRENT SURVEY CONTROL
 OQ0849  ______________________________________________________________________
 OQ0849* NAD 83(1996) POSITION- 43 59 22.11342(N) 096 58 11.02307(W)   ADJUSTED
 OQ0849* NAVD 88 ORTHO HEIGHT -   524.    (meters)     1719.    (feet) SCALED
 OQ0849  ______________________________________________________________________
 OQ0849  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 OQ0849  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 OQ0849  HORZ ORDER      -  THIRD
 OQ0849
 OQ0849.The horizontal coordinates were established by classical geodetic methods
 OQ0849.and adjusted by the National Geodetic Survey in January 1998.
 OQ0849
 OQ0849.The orthometric height was scaled from a topographic map.
 OQ0849
 OQ0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0849.GEOID18 height accuracy estimate available here.
 OQ0849
 OQ0849.Click photographs - Photos may exist for this station.
 OQ0849
 OQ0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0849
 OQ0849. The following values were computed from the NAD 83(1996) position.
 OQ0849
 OQ0849;                    North         East     Units Scale Factor Converg.
 OQ0849;SPC SD S     -   189,448.346   869,736.385   MT  0.99992781   +2 19 13.4
 OQ0849;SPC SD S     -   621,548.45  2,853,460.12   sFT  0.99992781   +2 19 13.4
 OQ0849;UTM  14      - 4,872,707.746   662,805.228   MT  0.99992600   +1 24 37.4
 OQ0849
 OQ0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0849!SPC SD S     -   0.99992184  x   0.99992781  =   0.99984966
 OQ0849!UTM  14      -   0.99992184  x   0.99992600  =   0.99984785
 OQ0849
 OQ0849:                Primary Azimuth Mark                     Grid Az
 OQ0849:SPC SD S     -  BRANT                                    129 32 28.0
 OQ0849:UTM  14      -  BRANT                                    130 27 04.0
 OQ0849
 OQ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6280572707(NAD 83)
 OQ0849
 OQ0849|---------------------------------------------------------------------|
 OQ0849| PID    Reference Object                     Distance      Geod. Az  |
 OQ0849|                                                           dddmmss.s |
 OQ0849| OQ0847 WENTWORTH ST PETERS LUTH CH         APPROX. 0.8 KM 0382212.4 |
 OQ0849| OQ0841 COLMAN MUNICIPAL TANK               APPROX.12.6 KM 0925650.6 |
 OQ0849| OQ0848 BRANT                               APPROX. 6.5 KM 1315141.4 |
 OQ0849| CO4824 WENTWORTH RM 1                       23.850 METERS 16105     |
 OQ0849| CO4823 WENTWORTH AZ MK                                    1764338.2 |
 OQ0849| CO4825 WENTWORTH RM 2                       35.549 METERS 30129     |
 OQ0849|---------------------------------------------------------------------|
 OQ0849
 OQ0849                          SUPERSEDED SURVEY CONTROL
 OQ0849
 OQ0849  NAD 83(1986)-  43 59 22.11626(N)    096 58 10.99950(W) AD(       ) 3
 OQ0849  NAD 27      -  43 59 22.21000(N)    096 58 09.78500(W) AD(       ) 3
 OQ0849
 OQ0849.Superseded values are not recommended for survey control.
 OQ0849
 OQ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0849.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0849
 OQ0849_MARKER: DS = TRIANGULATION STATION DISK
 OQ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0849_STAMPING: WENTWORTH 1949
 OQ0849_MARK LOGO: CGS
 OQ0849_PROJECTION: FLUSH
 OQ0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0849+STABILITY: SURFACE MOTION
 OQ0849
 OQ0849  HISTORY     - Date     Condition        Report By
 OQ0849  HISTORY     - 1949     MONUMENTED       CGS
 OQ0849  HISTORY     - 1975     GOOD             NGS
 OQ0849  HISTORY     - 19990924 GOOD             LOCENG
 OQ0849
 OQ0849                          STATION DESCRIPTION
 OQ0849
 OQ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0849'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH-SOUTHWEST OF THE
 OQ0849'TOWN OF WENTWORTH, AND JUST OFF THE RIGHT-OF-WAY OF STATE
 OQ0849'HIGHWAY 34.  IT IS 55 FEET WEST OF THE CENTERLINE OF THE
 OQ0849'HIGHWAY, AND 26 FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK
 OQ0849'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 OQ0849'STAMPED WENTWORTH 1949.
 OQ0849'
 OQ0849'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 31
 OQ0849'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST
 OQ0849'OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0849'AND THE DISK IS STAMPED WENTWORTH NO 2 1949.
 OQ0849'
 OQ0849'REFERENCE MARK NO. 2 IS 88 FEET EAST-NORTHEAST OF A BROODER
 OQ0849'HOUSE, AND 18 FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS
 OQ0849'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OQ0849'WENTWORTH NO 2 1949.
 OQ0849'
 OQ0849'THE AZIMUTH MARK IS 34 FEET EAST OF THE CENTERLINE OF THE
 OQ0849'HIGHWAY, AND 6 INCHES WEST OF A NORTH-WEST FENCE.  THE MARK
 OQ0849'PROJECTS 4 INCHES AND THE DISK IS STAMPED WENTWORTH 1949.
 OQ0849'
 OQ0849'TO REACH FROM RAILROAD CROSSING ON STATE HIGHWAY 34 AT THE
 OQ0849'WEST EDGE OF WENTWORTH, GO SOUTH ON STATE HIGHWAY 34 FOR 0.65
 OQ0849'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OQ0849'
 OQ0849'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 OQ0849'HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 OQ0849'
 OQ0849'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OQ0849
 OQ0849                          STATION RECOVERY (1975)
 OQ0849
 OQ0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OQ0849'NOT OBSERVED--
 OQ0849'
 OQ0849'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 OQ0849'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND, IT
 OQ0849'IS BELIEVED TO HAVE BEEN DESTROYED DURING HIGHWAY IMPROVEMENTS, A
 OQ0849'NEW MARK WAS NOT SET AS OTHER STATIONS WERE NOT VISIBLE AT THIS
 OQ0849'TIME.
 OQ0849'
 OQ0849'A NEW DESCRIPTION FOLLOWS--
 OQ0849'
 OQ0849'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH-SOUTHWEST OF WENTWORTH,
 OQ0849'ALONG THE WEST SIDE OF STATE HIGHWAY 34, IN THE FRONT YARD AT THE
 OQ0849'FARMSTEAD OWNED BY MR. DONALD AMUNDSON.
 OQ0849'
 OQ0849'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 OQ0849'34 AT THE WEST EDGE OF WENTWORTH, GO SOUTH ON HIGHWAY 34 FOR 0.65
 OQ0849'MILE TO THE FARMSTEAD DRIVEWAY ON THE RIGHT AND THE STATION AS
 OQ0849'DESCRIBED.
 OQ0849'
 OQ0849'THE STATION MARK IS A STANDARD DISK STAMPED WENTWORTH 1949, SET
 OQ0849'IN THE TOP OF A SQUARE CONCRETE MONUMENT 3-INCHES BELOW GROUND
 OQ0849'SURFACE.  IT IS 140 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 55
 OQ0849'FEET WEST OF THE CENTER OF THE HIGHWAY, 43 FEET NORTHEAST OF A
 OQ0849'POWER POLE WITH A GUY WIRE, AND 25 FEET WEST OF AN OLD YARD
 OQ0849'FENCE.
 OQ0849'
 OQ0849'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WENTWORTH NO 1
 OQ0849'1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 1-INCH BELOW
 OQ0849'GROUND SURFACE.  IT IS 66 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 OQ0849'48 FEET NORTH OF A TELEPHONE CABLE PEDESTAL, 30 FEET WEST OF THE
 OQ0849'CENTER OF THE HIGHWAY, AND 0.5 FOOT WEST OF THE OLD YARD FENCE.
 OQ0849'
 OQ0849'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WENTWORTH NO 2
 OQ0849'1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 OQ0849'GROUND.  IT IS 155 FEET WEST OF THE CENTER OF THE HIGHWAY, 142
 OQ0849'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 107 FEET
 OQ0849'NORTHWEST OF THE POWER POLE WITH GUY WIRE, AND 17 FEET SOUTH OF
 OQ0849'AN EAST-WEST YARD FENCE.
 OQ0849'
 OQ0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OQ0849'ABOUT 3/4 MILE SSW.
 OQ0849
 OQ0849                          STATION RECOVERY (1999)
 OQ0849
 OQ0849'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (MD)
 OQ0849'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0847 ***********************************************************************
 OQ0847  DESIGNATION -  WENTWORTH ST PETERS LUTH CH
 OQ0847  PID         -  OQ0847
 OQ0847  STATE/COUNTY-  SD/LAKE
 OQ0847  COUNTRY     -  US
 OQ0847  USGS QUAD   -  WENTWORTH (2017)
 OQ0847
 OQ0847                         *CURRENT SURVEY CONTROL
 OQ0847  ______________________________________________________________________
 OQ0847* NAD 83(1996) POSITION- 43 59 42.81056(N) 096 57 48.32310(W)   ADJUSTED
 OQ0847  ______________________________________________________________________
 OQ0847  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 OQ0847  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 OQ0847  HORZ ORDER      -  THIRD
 OQ0847
 OQ0847.The horizontal coordinates were established by classical geodetic methods
 OQ0847.and adjusted by the National Geodetic Survey in January 1998.
 OQ0847
 OQ0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0847.GEOID18 height accuracy estimate available here.
 OQ0847
 OQ0847.Click photographs - Photos may exist for this station.
 OQ0847
 OQ0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0847
 OQ0847. The following values were computed from the NAD 83(1996) position.
 OQ0847
 OQ0847;                    North         East     Units Scale Factor Converg.
 OQ0847;SPC SD S     -   190,107.078   870,215.856   MT  0.99992847   +2 19 29.1
 OQ0847;SPC SD S     -   623,709.64  2,855,033.19   sFT  0.99992847   +2 19 29.1
 OQ0847;UTM  14      - 4,873,358.780   663,295.099   MT  0.99992797   +1 24 53.7
 OQ0847
 OQ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP6329573358(NAD 83)
 OQ0847
 OQ0847                          SUPERSEDED SURVEY CONTROL
 OQ0847
 OQ0847  NAD 83(1986)-  43 59 42.81314(N)    096 57 48.29958(W) AD(       ) 3
 OQ0847  NAD 27      -  43 59 42.90000(N)    096 57 47.09000(W) AD(       ) 3
 OQ0847
 OQ0847.Superseded values are not recommended for survey control.
 OQ0847
 OQ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0847.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0847
 OQ0847_MARKER: 91 = CHURCH CROSS
 OQ0847
 OQ0847  HISTORY     - Date     Condition        Report By
 OQ0847  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0847
 OQ0847                          STATION DESCRIPTION
 OQ0847
 OQ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0847'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF THE TOWN OF
 OQ0847'WENTWORTH.  IT IS A GREY STONE STRUCTURE AND THE STEEPLE IS
 OQ0847'APPROXIMATELY 75 FEET HIGH.
 OQ0847'
 OQ0847'THE POINT INTERSECTED WAS THE CROSS AT THE TOP OF THE STEEPLE.
 OQ0847'
 OQ0847'TO REACH FROM THE POST OFFICE IN WENTWORTH, GO SOUTH 0.15 MILE
 OQ0847'TO A CROSS-STREETS AND THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0604 ***********************************************************************
 QR0604  DESIGNATION -  WESLEY
 QR0604  PID         -  QR0604
 QR0604  STATE/COUNTY-  SD/FAULK
 QR0604  COUNTRY     -  US
 QR0604  USGS QUAD   -  CRESBARD SE (2017)
 QR0604
 QR0604                         *CURRENT SURVEY CONTROL
 QR0604  ______________________________________________________________________
 QR0604* NAD 83(1996) POSITION- 45 05 06.67713(N) 098 49 24.03292(W)   ADJUSTED
 QR0604* NAVD 88 ORTHO HEIGHT -   425.    (meters)     1394.    (feet) SCALED
 QR0604  ______________________________________________________________________
 QR0604  GEOID HEIGHT    -        -24.082 (meters)                     GEOID18
 QR0604  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 QR0604  HORZ ORDER      -  FIRST
 QR0604
 QR0604.The horizontal coordinates were established by classical geodetic methods
 QR0604.and adjusted by the National Geodetic Survey in January 1998.
 QR0604
 QR0604.The orthometric height was scaled from a topographic map.
 QR0604
 QR0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0604.GEOID18 height accuracy estimate available here.
 QR0604
 QR0604.Click photographs - Photos may exist for this station.
 QR0604
 QR0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0604
 QR0604. The following values were computed from the NAD 83(1996) position.
 QR0604
 QR0604;                    North         East     Units Scale Factor Converg.
 QR0604;SPC SD N     -   139,782.423   692,629.256   MT  0.99993929   +0 49 58.0
 QR0604;SPC SD N     -   458,602.83  2,272,401.15   sFT  0.99993929   +0 49 58.0
 QR0604;UTM  14      - 4,992,428.966   513,902.668   MT  0.99960238   +0 07 30.4
 QR0604
 QR0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0604!SPC SD N     -   0.99993710  x   0.99993929  =   0.99987639
 QR0604!UTM  14      -   0.99993710  x   0.99960238  =   0.99953950
 QR0604
 QR0604:                Primary Azimuth Mark                     Grid Az
 QR0604:SPC SD N     -  WESLEY AZ MK                             088 10 24.9
 QR0604:UTM  14      -  WESLEY AZ MK                             088 52 52.5
 QR0604
 QR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1390292428(NAD 83)
 QR0604
 QR0604|---------------------------------------------------------------------|
 QR0604| PID    Reference Object                     Distance      Geod. Az  |
 QR0604|                                                           dddmmss.s |
 QR0604| QR0600 CHELSEA ST PAULS EVAN LUTH CH       APPROX.11.2 KM 0344703.8 |
 QR0604| CO7173 WESLEY RM 1                          28.790 METERS 08848     |
 QR0604| CO7172 WESLEY AZ MK                                       0890022.9 |
 QR0604| PS0640 ZELL CATHOLIC CHURCH SPIRE          APPROX.22.2 KM 1601734.5 |
 QR0604| PS0656 ROCKHAM MUNICIPAL TANK              APPROX.20.0 KM 1800055.7 |
 QR0604| CO7174 WESLEY RM 2                          26.715 METERS 18139     |
 QR0604| QR0674 FAULKTON MUNICIPAL TANK             APPROX.24.2 KM 2572202.0 |
 QR0604| QR0606 CRESBARD METHODIST CH SPIRE         APPROX.13.6 KM 3141953.9 |
 QR0604|---------------------------------------------------------------------|
 QR0604
 QR0604                          SUPERSEDED SURVEY CONTROL
 QR0604
 QR0604  NAD 83(1986)-  45 05 06.68436(N)    098 49 24.03525(W) AD(       ) 1
 QR0604  NAD 27      -  45 05 06.77800(N)    098 49 22.66200(W) AD(       ) 1
 QR0604
 QR0604.Superseded values are not recommended for survey control.
 QR0604
 QR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0604.See file dsdata.pdf to determine how the superseded data were derived.
 QR0604
 QR0604_MARKER: DS = TRIANGULATION STATION DISK
 QR0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0604_STAMPING: WESLEY 1934
 QR0604_MARK LOGO: CGS
 QR0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0604+STABILITY: SURFACE MOTION
 QR0604
 QR0604  HISTORY     - Date     Condition        Report By
 QR0604  HISTORY     - 1934     MONUMENTED       CGS
 QR0604  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QR0604  HISTORY     - 1966     SEE DESCRIPTION  USGS
 QR0604  HISTORY     - 1970     SEE DESCRIPTION  USGS
 QR0604  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QR0604
 QR0604                          STATION DESCRIPTION
 QR0604
 QR0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0604'STATION IS LOCATED IN THE NE 1/4 SEC. 31, T 119 N, R 66 W, IN
 QR0604'WESLEY TOWNSHIP, ON PROPERTY OWNED BY MR. OLIVER DAVIS.  IT
 QR0604'IS 55 FEET S OF CENTER LINE OF ROAD, 14 FEET S OF FENCE,
 QR0604'1 FOOT W OF FENCE, 88 FEET NE OF NE CORNER OF HOUSE.
 QR0604'
 QR0604'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0604'BRONZE DISKS SET IN CONCRETE.
 QR0604'
 QR0604'REFERENCE MARK NO. 1 IS E OF STATION, 45 FEET S OF CENTER
 QR0604'LINE OF ROAD, 95 FEET E OF NE CORNER OF YARD FENCE.
 QR0604'
 QR0604'REFERENCE MARK NO. 2 IS S OF STATION, 1 FOOT W OF FENCE,
 QR0604'101 FEET S OF FENCE, 141 FEET S OF CENTER LINE OF ROAD, 71
 QR0604'FEET E OF SE CORNER OF HOUSE.
 QR0604'
 QR0604'AZIMUTH MARK IS E OF STATION, 1 FOOT S OF FENCE, 29 FEET N OF
 QR0604'CENTER LINE OF ROAD.  TO REACH FROM STATION, GO E 0.7 MILE TO
 QR0604'MARK ON N SIDE OF ROAD.
 QR0604'
 QR0604'TO REACH FROM RAILROAD STATION IN ROCKHAM, GO N ON GRAVEL
 QR0604'ROAD 0.4 MILE, THENCE LEFT (W) 0.65 MILE, THENCE RIGHT (N)
 QR0604'12.1 MILES, THENCE RIGHT (E) 0.7 MILE TO TOP OF GRADE AND
 QR0604'STATION ON S IN YARD OF MR. DAVIS.
 QR0604'
 QR0604'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 QR0604
 QR0604                          STATION RECOVERY (1965)
 QR0604
 QR0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QR0604'ALL MARKS HAVE BEEN DESTROYED AT THIS STATION.  AT THE TIME
 QR0604'OF ATTEMPTED RECOVERY THE STATION MARK, UNDERGROUND MARK AND
 QR0604'R.M. NO. 1 HAD BEEN DESTROYED.  AN ATTEMPT WAS MADE FIND THE
 QR0604'ORIGINAL LOCATION BUT THE ORIGINAL CUTS WERE GONE.
 QR0604
 QR0604                          STATION RECOVERY (1966)
 QR0604
 QR0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QR0604'STATION DESTROYED.  ALL REFERENCE MARKS AND AZIMUTH MARK HAVE
 QR0604'BEEN DESTROYED.
 QR0604'
 QR0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE 1/4 SEC.
 QR0604'31, T. 119 N, R 66 W.
 QR0604
 QR0604                          STATION RECOVERY (1970)
 QR0604
 QR0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0604'STATION NOT FOUND.  NO MARKS FOUND.  NEW ROAD CONSTRUCTION.
 QR0604'MARKS PROBABLY DESTROYED.
 QR0604'
 QR0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE 1/4 SEC.
 QR0604'31 T 119 N. R 66 W.
 QR0604
 QR0604                          STATION RECOVERY (1971)
 QR0604
 QR0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0604'ALL OF THE SURFACE MARKS HAVE BEEN DESTROYED.  A SEARCH FOR
 QR0604'THE UNDERGROUND STATION MARK WAS MADE WITHOUT SUCCESS, ALL OF
 QR0604'THE PHYSICAL REFERENCES EXCEPT THE CENTER OF THE ROAD HAVE
 QR0604'BEEN DESTROYED, IT IS BELIEVED THAT THE UNDERGROUND STATION
 QR0604'MARK WAS DESTROYED ALSO AS A LOT OF GRADING AND FILLING WAS
 QR0604'DONE AT THE TIME THE BUILDINGS AND FENCES OF THE FARMSTEAD
 QR0604'WERE LEVELED.
 QR0604'
 QR0604'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED
 QR0604'AT THE TIME BUILDINGS WERE REMOVED, REFERENCE MARK NO. 1 AND
 QR0604'THE AZIMUTH MARK WERE DESTROYED DURING ROAD IMPROVEMENTS.
 QR0604'
 QR0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 QR0604'SE OF CRESBARD
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0177 ***********************************************************************
 PS0177  DESIGNATION -  WESS
 PS0177  PID         -  PS0177
 PS0177  STATE/COUNTY-  SD/BEADLE
 PS0177  COUNTRY     -  US
 PS0177  USGS QUAD   -  WESSINGTON NE (2017)
 PS0177
 PS0177                         *CURRENT SURVEY CONTROL
 PS0177  ______________________________________________________________________
 PS0177* NAD 83(1996) POSITION- 44 26 04.60873(N) 098 37 07.69539(W)   ADJUSTED
 PS0177* NAD 83(1996) ELLIP HT-   413.577 (meters)        (01/23/98)   ADJUSTED
 PS0177* NAVD 88 ORTHO HEIGHT -   438.426 (meters)     1438.40  (feet) ADJUSTED
 PS0177  ______________________________________________________________________
 PS0177  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 PS0177  NAD 83(1996) X  -   -683,674.578 (meters)                     COMP
 PS0177  NAD 83(1996) Y  - -4,510,574.713 (meters)                     COMP
 PS0177  NAD 83(1996) Z  -  4,442,992.469 (meters)                     COMP
 PS0177  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 PS0177  DYNAMIC HEIGHT  -        438.344 (meters)     1438.13  (feet) COMP
 PS0177  MODELED GRAVITY -    980,417.7   (mgal)                       NAVD 88
 PS0177
 PS0177  HORZ ORDER      -  FIRST
 PS0177  VERT ORDER      -  SECOND    CLASS 0
 PS0177  ELLP ORDER      -  FOURTH    CLASS I
 PS0177
 PS0177.The horizontal coordinates were established by classical geodetic methods
 PS0177.and adjusted by the National Geodetic Survey in January 1998.
 PS0177
 PS0177.The orthometric height was determined by differential leveling and
 PS0177.adjusted by the NATIONAL GEODETIC SURVEY
 PS0177.in June 1991.
 PS0177
 PS0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0177.GEOID18 height accuracy estimate available here.
 PS0177
 PS0177.Click photographs - Photos may exist for this station.
 PS0177
 PS0177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PS0177
 PS0177.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0177
 PS0177.The ellipsoidal height was determined by GPS observations
 PS0177.and is referenced to NAD 83.
 PS0177
 PS0177.The dynamic height is computed by dividing the NAVD 88
 PS0177.geopotential number by the normal gravity value computed on the
 PS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0177.degrees latitude (g = 980.6199 gals.).
 PS0177
 PS0177.The modeled gravity was interpolated from observed gravity values.
 PS0177
 PS0177. The following values were computed from the NAD 83(1996) position.
 PS0177
 PS0177;                    North         East     Units Scale Factor Converg.
 PS0177;SPC SD N     -    67,753.947   709,962.878   MT  0.99999661   +0 58 39.1
 PS0177;SPC SD N     -   222,289.41  2,329,269.88   sFT  0.99999661   +0 58 39.1
 PS0177;UTM  14      - 4,920,216.907   530,338.056   MT  0.99961132   +0 16 00.8
 PS0177
 PS0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0177!SPC SD N     -   0.99993516  x   0.99999661  =   0.99993177
 PS0177!UTM  14      -   0.99993516  x   0.99961132  =   0.99954650
 PS0177
 PS0177:                Primary Azimuth Mark                     Grid Az
 PS0177:SPC SD N     -  WESS AZ MK                               182 02 02.8
 PS0177:UTM  14      -  WESS AZ MK                               182 44 41.1
 PS0177
 PS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3033820216(NAD 83)
 PS0177
 PS0177|---------------------------------------------------------------------|
 PS0177| PID    Reference Object                     Distance      Geod. Az  |
 PS0177|                                                           dddmmss.s |
 PS0177| PS0641 TULARE MUNICIPAL TANK               APPROX.34.8 KM 0145154.8 |
 PS0177| PS0598 BONILLA PRESB CHURCH SPIRE          APPROX.18.9 KM 0300747.4 |
 PS0177| PS0599 HITCHCOCK MUNICIPAL TANK            APPROX.27.1 KM 0365849.2 |
 PS0177| PS0178 WESS RM 1                            36.640 METERS 06126     |
 PS0177| PS0613 WOLSEY GERMAN LUTH CH CROSS         APPROX.11.6 KM 1010552.1 |
 PS0177| PS0612 WOLSEY MUNICIPAL TANK               APPROX.11.7 KM 1031149.4 |
 PS0177| PS0606 HURON W MUNICIPAL TANK              APPROX.32.4 KM 1044120.5 |
 PS0177| PS0611 VIRGIL MUNICIPAL TANK               APPROX.22.4 KM 1354150.6 |
 PS0177| PS0180 WESS AZ MK                                         1830041.9 |
 PS0177| PS0615 WESSINGTON MUNICIPAL TANK           APPROX. 6.4 KM 2863626.7 |
 PS0177| PS0179 WESS RM 2                            28.105 METERS 32531     |
 PS0177|---------------------------------------------------------------------|
 PS0177
 PS0177                          SUPERSEDED SURVEY CONTROL
 PS0177
 PS0177  NAD 83(1986)-  44 26 04.60416(N)    098 37 07.70174(W) AD(       ) 1
 PS0177  NAD 27      -  44 26 04.66200(N)    098 37 06.36100(W) AD(       ) 1
 PS0177  NGVD 29 (??/??/92)  438.115  (m)         1437.38   (f) ADJ UNCH    2 0
 PS0177  NGVD 29             438.11   (m)         1437.4    (f) LEVELING    3  
 PS0177  NGVD 29             438.12   (m)         1437.4    (f) LEVELING    3  
 PS0177
 PS0177.Superseded values are not recommended for survey control.
 PS0177
 PS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0177.See file dsdata.pdf to determine how the superseded data were derived.
 PS0177
 PS0177_MARKER: DS = TRIANGULATION STATION DISK
 PS0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0177_STAMPING: WESS 1934
 PS0177_MARK LOGO: CGS
 PS0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0177+STABILITY: SURFACE MOTION
 PS0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0177+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1991
 PS0177
 PS0177  HISTORY     - Date     Condition        Report By
 PS0177  HISTORY     - 1934     MONUMENTED       CGS
 PS0177  HISTORY     - 1934     GOOD             CGS
 PS0177  HISTORY     - 19910826 GOOD             NGS
 PS0177
 PS0177                          STATION DESCRIPTION
 PS0177
 PS0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0177'STATION IS LOCATED IN SEC. 11, T 111 N, R 65 W, WESSINGTON
 PS0177'TOWNSHIP, OWNER UNKNOWN.  IT IS 300 FEET E OF CENTER LINE OF
 PS0177'N-S ROAD LEADING TO STATION ON THE TOP OF HILL, AND 25 FEET
 PS0177'N OF S SLOPE, 20 FEET S OF N SLOPE.
 PS0177'
 PS0177'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0177'BRONZE DISKS SET IN CONCRETE.
 PS0177'
 PS0177'REFERENCE MARK NO. 1 IS NE OF THE STATION ON SLOPE OF HILL.
 PS0177'
 PS0177'REFERENCE MARK NO. 2 IS NW OF STATION ON NW SLOPE OF HILL.
 PS0177'
 PS0177'AZIMUTH MARK IS S OF STATION, 28 FEET E OF CENTER LINE OF
 PS0177'N-S ROAD, 2 FEET N OF E-W ROAD.  REACHED FROM STATION BY GOING S
 PS0177'ON N-S ROAD FOR 0.9 MILE TO MARK ON LEFT.
 PS0177'
 PS0177'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND 14,
 PS0177'ABOUT 10 MILES E OF WESSINGTON BY GOING W ON U.S. HIGHWAY 14
 PS0177'FOR 6.0 MILES OR 0.55 MILE BEYOND HOUSES ON RIGHT AND LEFT,
 PS0177'TURN LEFT (S) ON GRAVEL T-ROAD.  GO 1.2 MILES TO RAILROAD
 PS0177'TRACKS.  GO 0.35 MILE S TO STATION ON LEFT ABOUT 100 YARDS.
 PS0177'
 PS0177'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 PS0177
 PS0177                          STATION RECOVERY (1934)
 PS0177
 PS0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PS0177'4 MI E FROM WESSINGTON.
 PS0177'4.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0177'THE STATION AT WESSINGTON, BEADLE COUNTY, THENCE ABOUT 0.4 MILE
 PS0177'SOUTH ALONG A SECTION-LINE ROAD, ABOUT 0.4 MILE SOUTH OF BENCH
 PS0177'MARK L 51, DESCRIBED ABOVE, ABOUT 120.3 FEET SOUTHEAST OF R.M.
 PS0177'1 WESS, DESCRIBED BELOW, 92.3 FEET SOUTHWEST OF R.M. 2 WESS,
 PS0177'DESCRIBED BELOW, ON A SMALL KNOLL EAST OF THE ROAD, AND 0.9 FOOT
 PS0177'SOUTH OF A WHITE REFERENCE POST.  A STANDARD TRIANGULATION-STATION
 PS0177'DISK, STAMPED WESS 1934 AND SET IN THE TOP OF A CONCRETE POST
 PS0177'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 PS0177
 PS0177                          STATION RECOVERY (1991)
 PS0177
 PS0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PS0177'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST-NORTHWEST OF
 PS0177'WOLSEY, 8.0 KM (5.0 MI) EAST-SOUTHEAST OF WESSINGTON AND ON TOP OF A
 PS0177'PROMINENT KNOLL. OWNERSHIP--JACK STEEL, ROUTE  , BOX 113, WOLSEY, SD.
 PS0177'PHONE 605-458-2275, (WORK) 883-4112.
 PS0177'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WESSINGTON, GO
 PS0177'NORTHEAST ON WESSINGTON STREET FOR 0.56 KM (0.35 MI) TO THE JUNCTION
 PS0177'OF U.S. HIGHWAY 14.  TURN RIGHT, EAST, ON HIGHWAY 14 FOR 5.8 KM
 PS0177'(3.6 MI) TO A GRAVEL ROAD ON THE RIGHT AND A FIELD ROAD LEFT.  TURN
 PS0177'RIGHT, SOUTH, ON THE GRAVEL ROAD FOR 1.9 KM (1.2 MI) TO A RAILROAD
 PS0177'CROSSING. CONTINUE SOUTH ON GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO THE
 PS0177'STATION ON THE LEFT ON TOP OF THE HILL. (TO DRIVE TO STATION,
 PS0177'CONTINUE SOUTHERLY FOR 0.34 KM (0.21 MI) TO OPENING IN FENCE THEN
 PS0177'BACK NORTHERLY ALONG EAST SIDE OF FENCE AND EDGE OF PLOWED FIELD TO
 PS0177'THE HILL AND THEN NORTHEASTERLY UPHILL TO STATION).
 PS0177'THE STATION IS LOCATED 97.0 M (318.2 FT) EAST FROM THE CENTER OF THE
 PS0177'GRAVEL ROAD, 85.0 M (278.9 FT) EAST FROM THE WIRE FENCE LINE AND 0.27
 PS0177'M (0.89 FT) SOUTH-SOUTHEAST FROM A 4X4 INCH WOOD POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0180 ***********************************************************************
 PS0180  DESIGNATION -  WESS AZ MK
 PS0180  PID         -  PS0180
 PS0180  STATE/COUNTY-  SD/BEADLE
 PS0180  COUNTRY     -  US
 PS0180  USGS QUAD   -  WESSINGTON NE (2017)
 PS0180
 PS0180                         *CURRENT SURVEY CONTROL
 PS0180  ______________________________________________________________________
 PS0180* NAD 83(1986) POSITION- 44 25 18.     (N) 098 37 07.     (W)   SCALED
 PS0180* NAVD 88 ORTHO HEIGHT -   430.923 (meters)     1413.79  (feet) ADJUSTED
 PS0180  ______________________________________________________________________
 PS0180  GEOID HEIGHT    -        -24.983 (meters)                     GEOID18
 PS0180  DYNAMIC HEIGHT  -        430.841 (meters)     1413.52  (feet) COMP
 PS0180  MODELED GRAVITY -    980,416.4   (mgal)                       NAVD 88
 PS0180
 PS0180  VERT ORDER      -  SECOND    CLASS 0
 PS0180
 PS0180.The horizontal coordinates were scaled from a map and have
 PS0180.an estimated accuracy of +/- 6 seconds.
 PS0180
 PS0180.The orthometric height was determined by differential leveling and
 PS0180.adjusted by the NATIONAL GEODETIC SURVEY
 PS0180.in June 1991.
 PS0180
 PS0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0180.GEOID18 height accuracy estimate available here.
 PS0180
 PS0180.Click photographs - Photos may exist for this station.
 PS0180
 PS0180.The dynamic height is computed by dividing the NAVD 88
 PS0180.geopotential number by the normal gravity value computed on the
 PS0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0180.degrees latitude (g = 980.6199 gals.).
 PS0180
 PS0180.The modeled gravity was interpolated from observed gravity values.
 PS0180
 PS0180;                    North         East    Units  Estimated Accuracy
 PS0180;SPC SD N     -    66,320.      710,000.      MT  (+/- 180 meters Scaled)
 PS0180
 PS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ303187(NAD 83)
 PS0180
 PS0180                          SUPERSEDED SURVEY CONTROL
 PS0180
 PS0180  NGVD 29 (??/??/92)  430.61   (m)         1412.8    (f) COMPUTED    2 0
 PS0180
 PS0180.Superseded values are not recommended for survey control.
 PS0180
 PS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0180.See file dsdata.pdf to determine how the superseded data were derived.
 PS0180
 PS0180_MARKER: DZ = AZIMUTH MARK DISK
 PS0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0180_STAMPING: WESS AZI 1934
 PS0180_MARK LOGO: CGS
 PS0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0180+STABILITY: SURFACE MOTION
 PS0180
 PS0180  HISTORY     - Date     Condition        Report By
 PS0180  HISTORY     - 1934     MONUMENTED       CGS
 PS0180
 PS0180                          STATION DESCRIPTION
 PS0180
 PS0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0180'4 MI E FROM WESSINGTON.
 PS0180'4.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0180'THE STATION AT WESSINGTON, BEADLE COUNTY, THENCE ABOUT 1.3 MILES
 PS0180'SOUTH ALONG A SECTION-LINE ROAD, ABOUT 0.9 MILE SOUTH OF
 PS0180'TRIANGULATION STATION WESS, DESCRIBED ABOVE, 34.0 FEET EAST OF THE
 PS0180'ROAD, 1.2 FEET NORTHEAST OF A CORNER FENCE POST, AND 0.8 FOOT
 PS0180'WEST OF A WHITE REFERENCE POST.  A STANDARD AZIMUTH-MARK DISK,
 PS0180'STAMPED WESS AZI 1934 AND SET IN THE TOP OF A CONCRETE POST
 PS0180'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0178 ***********************************************************************
 PS0178  DESIGNATION -  WESS RM 1
 PS0178  PID         -  PS0178
 PS0178  STATE/COUNTY-  SD/BEADLE
 PS0178  COUNTRY     -  US
 PS0178  USGS QUAD   -  WESSINGTON NE (2017)
 PS0178
 PS0178                         *CURRENT SURVEY CONTROL
 PS0178  ______________________________________________________________________
 PS0178* NAD 83(1986) POSITION- 44 26 05.18   (N) 098 37 06.24   (W)   HD_HELD1
 PS0178* NAVD 88 ORTHO HEIGHT -   436.938 (meters)     1433.52  (feet) ADJUSTED
 PS0178  ______________________________________________________________________
 PS0178  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 PS0178  DYNAMIC HEIGHT  -        436.857 (meters)     1433.26  (feet) COMP
 PS0178  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 PS0178
 PS0178  VERT ORDER      -  SECOND    CLASS 0
 PS0178
 PS0178.The horizontal coordinates were determined by differentially corrected
 PS0178.hand held GPS observations or other comparable positioning techniques
 PS0178.and have an estimated accuracy of +/- 3 meters.
 PS0178
 PS0178.The orthometric height was determined by differential leveling and
 PS0178.adjusted by the NATIONAL GEODETIC SURVEY
 PS0178.in June 1991.
 PS0178
 PS0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0178.GEOID18 height accuracy estimate available here.
 PS0178
 PS0178.Click photographs - Photos may exist for this station.
 PS0178
 PS0178.The dynamic height is computed by dividing the NAVD 88
 PS0178.geopotential number by the normal gravity value computed on the
 PS0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0178.degrees latitude (g = 980.6199 gals.).
 PS0178
 PS0178.The modeled gravity was interpolated from observed gravity values.
 PS0178
 PS0178;                    North         East    Units  Estimated Accuracy
 PS0178;SPC SD N     -    67,772.1     709,994.8     MT  (+/- 3 meters HH1 GPS) 
 PS0178
 PS0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3037020234(NAD 83)
 PS0178
 PS0178                          SUPERSEDED SURVEY CONTROL
 PS0178
 PS0178  NGVD 29 (??/??/92)  436.628  (m)         1432.50   (f) ADJ UNCH    2 0
 PS0178
 PS0178.Superseded values are not recommended for survey control.
 PS0178
 PS0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0178.See file dsdata.pdf to determine how the superseded data were derived.
 PS0178
 PS0178_MARKER: DR = REFERENCE MARK DISK
 PS0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0178_STAMPING: WESS NO 1 1934
 PS0178_MARK LOGO: CGS
 PS0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0178+STABILITY: SURFACE MOTION
 PS0178
 PS0178  HISTORY     - Date     Condition        Report By
 PS0178  HISTORY     - 1934     MONUMENTED       CGS
 PS0178
 PS0178                          STATION DESCRIPTION
 PS0178
 PS0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0178'4 MI E FROM WESSINGTON.
 PS0178'4.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0178'THE STATION AT WESSINGTON, BEADLE COUNTY, THENCE ABOUT 0.4 MILE
 PS0178'SOUTH ALONG A SECTION-LINE ROAD, ABOUT 0.4 MILE SOUTH OF BENCH
 PS0178'MARK L 51, DESCRIBED ABOVE, AND 120.3 FEET NORTHWEST OF TRIANGULATION
 PS0178'STATION WESS, DESCRIBED ABOVE.  A STANDARD REFERENCE-MARK DISK,
 PS0178'STAMPED WESS NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0179 ***********************************************************************
 PS0179  DESIGNATION -  WESS RM 2
 PS0179  PID         -  PS0179
 PS0179  STATE/COUNTY-  SD/BEADLE
 PS0179  COUNTRY     -  US
 PS0179  USGS QUAD   -  WESSINGTON NE (2017)
 PS0179
 PS0179                         *CURRENT SURVEY CONTROL
 PS0179  ______________________________________________________________________
 PS0179* NAD 83(1986) POSITION- 44 26 05.36   (N) 098 37 08.41   (W)   HD_HELD1
 PS0179* NAVD 88 ORTHO HEIGHT -   436.566 (meters)     1432.30  (feet) ADJUSTED
 PS0179  ______________________________________________________________________
 PS0179  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 PS0179  DYNAMIC HEIGHT  -        436.484 (meters)     1432.03  (feet) COMP
 PS0179  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 PS0179
 PS0179  VERT ORDER      -  SECOND    CLASS 0
 PS0179
 PS0179.The horizontal coordinates were determined by differentially corrected
 PS0179.hand held GPS observations or other comparable positioning techniques
 PS0179.and have an estimated accuracy of +/- 3 meters.
 PS0179
 PS0179.The orthometric height was determined by differential leveling and
 PS0179.adjusted by the NATIONAL GEODETIC SURVEY
 PS0179.in June 1991.
 PS0179
 PS0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0179.GEOID18 height accuracy estimate available here.
 PS0179
 PS0179.Click photographs - Photos may exist for this station.
 PS0179
 PS0179.The dynamic height is computed by dividing the NAVD 88
 PS0179.geopotential number by the normal gravity value computed on the
 PS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0179.degrees latitude (g = 980.6199 gals.).
 PS0179
 PS0179.The modeled gravity was interpolated from observed gravity values.
 PS0179
 PS0179;                    North         East    Units  Estimated Accuracy
 PS0179;SPC SD N     -    67,776.9     709,946.7     MT  (+/- 3 meters HH1 GPS) 
 PS0179
 PS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ3032220240(NAD 83)
 PS0179
 PS0179                          SUPERSEDED SURVEY CONTROL
 PS0179
 PS0179  NGVD 29 (??/??/92)  436.255  (m)         1431.28   (f) ADJ UNCH    2 0
 PS0179
 PS0179.Superseded values are not recommended for survey control.
 PS0179
 PS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0179.See file dsdata.pdf to determine how the superseded data were derived.
 PS0179
 PS0179_MARKER: DR = REFERENCE MARK DISK
 PS0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0179_STAMPING: WESS NO 2 1934
 PS0179_MARK LOGO: CGS
 PS0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0179+STABILITY: SURFACE MOTION
 PS0179
 PS0179  HISTORY     - Date     Condition        Report By
 PS0179  HISTORY     - 1934     MONUMENTED       CGS
 PS0179
 PS0179                          STATION DESCRIPTION
 PS0179
 PS0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0179'4 MI E FROM WESSINGTON.
 PS0179'4.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PS0179'THE STATION AT WESSINGTON, BEADLE COUNTY, THENCE ABOUT 0.4 MILE
 PS0179'SOUTH ALONG A SECTION-LINE ROAD, ABOUT 0.4 MILE SOUTH OF BENCH
 PS0179'MARK L 51, DESCRIBED ABOVE, AND 92.3 FEET NORTHEAST OF TRIANGULATION
 PS0179'STATION WESS, DESCRIBED ABOVE.  A STANDARD REFERENCE-MARK DISK,
 PS0179'STAMPED WESS NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0615 ***********************************************************************
 PS0615  DESIGNATION -  WESSINGTON MUNICIPAL TANK
 PS0615  PID         -  PS0615
 PS0615  STATE/COUNTY-  SD/BEADLE
 PS0615  COUNTRY     -  US
 PS0615  USGS QUAD   -  WESSINGTON (2017)
 PS0615
 PS0615                         *CURRENT SURVEY CONTROL
 PS0615  ______________________________________________________________________
 PS0615* NAD 83(1996) POSITION- 44 27 03.64063(N) 098 41 44.44621(W)   ADJUSTED
 PS0615  ______________________________________________________________________
 PS0615  GEOID HEIGHT    -        -24.920 (meters)                     GEOID18
 PS0615  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 PS0615  HORZ ORDER      -  THIRD
 PS0615
 PS0615.The horizontal coordinates were established by classical geodetic methods
 PS0615.and adjusted by the National Geodetic Survey in January 1998.
 PS0615
 PS0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0615.GEOID18 height accuracy estimate available here.
 PS0615
 PS0615.Click photographs - Photos may exist for this station.
 PS0615
 PS0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0615
 PS0615. The following values were computed from the NAD 83(1996) position.
 PS0615
 PS0615;                    North         East     Units Scale Factor Converg.
 PS0615;SPC SD N     -    69,474.320   703,813.703   MT  0.99999360   +0 55 23.2
 PS0615;SPC SD N     -   227,933.66  2,309,095.46   sFT  0.99999360   +0 55 23.2
 PS0615;UTM  14      - 4,922,012.687   524,213.046   MT  0.99960721   +0 12 47.2
 PS0615
 PS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2421322012(NAD 83)
 PS0615
 PS0615                          SUPERSEDED SURVEY CONTROL
 PS0615
 PS0615  NAD 83(1986)-  44 27 03.63716(N)    098 41 44.45205(W) AD(       ) 3
 PS0615  NAD 27      -  44 27 03.72800(N)    098 41 43.11000(W) AD(       ) 3
 PS0615
 PS0615.Superseded values are not recommended for survey control.
 PS0615
 PS0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0615.See file dsdata.pdf to determine how the superseded data were derived.
 PS0615
 PS0615_MARKER: 53 = ELEVATED TANK
 PS0615
 PS0615  HISTORY     - Date     Condition        Report By
 PS0615  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0615
 PS0615                          STATION DESCRIPTION
 PS0615
 PS0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0615'POINT OBSERVED UPON IS THE CENTER OF THE TOP OF WATER TANK
 PS0615'IN THE TOWN OF WESSINGTON.  TANK IS THE STORAGE FOR THE TOWNS
 PS0615'WATER SUPPLY, ERECTED IN 1924 AND IS 125 FEET HIGH, PAINTED
 PS0615'BLACK.
 PS0615'
 PS0615'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS WESS,
 PS0615'MILLET, HULBERT, ROSE AND NANCE.
 PS0615'
 PS0615'LOCATION OF TANK IS MORE OR LESS IN THE CENTER OF THE TOWN,
 PS0615'BEING THE ONLY MUNICIPAL TANK IN THE VICINITY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2105 ***********************************************************************
 NM2105  DESIGNATION -  WEST 52
 NM2105  PID         -  NM2105
 NM2105  STATE/COUNTY-  SD/YANKTON
 NM2105  COUNTRY     -  US
 NM2105  USGS QUAD   -  YANKTON (2017)
 NM2105
 NM2105                         *CURRENT SURVEY CONTROL
 NM2105  ______________________________________________________________________
 NM2105* NAD 83(1986) POSITION- 42 52 34.     (N) 097 25 06.     (W)   SCALED
 NM2105* NAVD 88 ORTHO HEIGHT -   393.209 (meters)     1290.05  (feet) ADJUSTED
 NM2105  ______________________________________________________________________
 NM2105  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 NM2105  DYNAMIC HEIGHT  -        393.097 (meters)     1289.69  (feet) COMP
 NM2105  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NM2105
 NM2105  VERT ORDER      -  FIRST     CLASS II
 NM2105
 NM2105.The horizontal coordinates were scaled from a map and have
 NM2105.an estimated accuracy of +/- 6 seconds.
 NM2105
 NM2105.The orthometric height was determined by differential leveling and
 NM2105.adjusted by the NATIONAL GEODETIC SURVEY
 NM2105.in June 1994.
 NM2105
 NM2105.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2105.GEOID18 height accuracy estimate available here.
 NM2105
 NM2105.Click photographs - Photos may exist for this station.
 NM2105
 NM2105.The dynamic height is computed by dividing the NAVD 88
 NM2105.geopotential number by the normal gravity value computed on the
 NM2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2105.degrees latitude (g = 980.6199 gals.).
 NM2105
 NM2105.The modeled gravity was interpolated from observed gravity values.
 NM2105
 NM2105;                    North         East    Units  Estimated Accuracy
 NM2105;SPC SD S     -    64,480.      838,120.      MT  (+/- 180 meters Scaled)
 NM2105
 NM2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN291482(NAD 83)
 NM2105
 NM2105                          SUPERSEDED SURVEY CONTROL
 NM2105
 NM2105.No superseded survey control is available for this station.
 NM2105
 NM2105_MARKER: DS = TRIANGULATION STATION DISK
 NM2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2105_STAMPING: WEST 52 1993
 NM2105_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2105+STABILITY: SURFACE MOTION
 NM2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2105+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1993
 NM2105
 NM2105  HISTORY     - Date     Condition        Report By
 NM2105  HISTORY     - 1993     MONUMENTED       SD3070
 NM2105  HISTORY     - 19930919 GOOD             NGS
 NM2105  HISTORY     - 20120321 MARK NOT FOUND   INDIV
 NM2105
 NM2105                          STATION DESCRIPTION
 NM2105
 NM2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2105'0.2 KM (0.10 MI) WESTERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 NM2105'CITY LIMIT ROAD IN YANKTON, 28.0 M (91.9 FT) NORTHEAST OF UNDERGROUND
 NM2105'CABLE JUNCTION BOX NUMBER S1 W2 J3, 7.5 M (24.6 FT) SOUTH OF THE
 NM2105'HIGHWAY CENTERLINE, 1.2 M (3.9 FT) NORTH OF A WITNESS POST, 0.4 M
 NM2105'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 NM2105'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 NM2105
 NM2105                          STATION RECOVERY (2012)
 NM2105
 NM2105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0474 ***********************************************************************
 QQ0474  DESIGNATION -  WEST BRITTON
 QQ0474  PID         -  QQ0474
 QQ0474  STATE/COUNTY-  SD/MARSHALL
 QQ0474  COUNTRY     -  US
 QQ0474  USGS QUAD   -  BRITTON WEST (2017)
 QQ0474
 QQ0474                         *CURRENT SURVEY CONTROL
 QQ0474  ______________________________________________________________________
 QQ0474* NAD 83(1996) POSITION- 45 47 28.28585(N) 097 50 04.00615(W)   ADJUSTED
 QQ0474* NAD 83(1996) ELLIP HT-   368.576 (meters)        (03/16/99)   ADJUSTED
 QQ0474* NAVD 88 ORTHO HEIGHT -   393.8   (meters)     1292.    (feet) VERTCON3
 QQ0474  ______________________________________________________________________
 QQ0474  GEOID HEIGHT    -        -25.326 (meters)                     GEOID18
 QQ0474  NAD 83(1996) X  -   -607,299.431 (meters)                     COMP
 QQ0474  NAD 83(1996) Y  - -4,413,657.936 (meters)                     COMP
 QQ0474  NAD 83(1996) Z  -  4,549,359.008 (meters)                     COMP
 QQ0474  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 QQ0474  HORZ ORDER      -  SECOND
 QQ0474  ELLP ORDER      -  FOURTH    CLASS I
 QQ0474
 QQ0474.The horizontal coordinates were established by classical geodetic methods
 QQ0474.and adjusted by the National Geodetic Survey in January 1998.
 QQ0474
 QQ0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0474
 QQ0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0474.GEOID18 height accuracy estimate available here.
 QQ0474
 QQ0474.Click photographs - Photos may exist for this station.
 QQ0474
 QQ0474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0474
 QQ0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0474
 QQ0474.The ellipsoidal height was determined by GPS observations
 QQ0474.and is referenced to NAD 83.
 QQ0474
 QQ0474. The following values were computed from the NAD 83(1996) position.
 QQ0474
 QQ0474;                    North         East     Units Scale Factor Converg.
 QQ0474;SPC SD N     -   219,824.095   768,364.571   MT  1.00002261   +1 31 57.5
 QQ0474;SPC SD N     -   721,206.22  2,520,876.10   sFT  1.00002261   +1 31 57.5
 QQ0474;SPC SD S     -   387,173.399   794,392.517   MT  1.00063277   +1 43 25.9
 QQ0474;SPC SD S     - 1,270,251.39  2,606,269.45   sFT  1.00063277   +1 43 25.9
 QQ0474;UTM  14      - 5,071,508.279   590,590.260   MT  0.99970089   +0 50 07.9
 QQ0474
 QQ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0474!SPC SD N     -   0.99994222  x   1.00002261  =   0.99996483
 QQ0474!SPC SD S     -   0.99994222  x   1.00063277  =   1.00057495
 QQ0474!UTM  14      -   0.99994222  x   0.99970089  =   0.99964313
 QQ0474
 QQ0474:                Primary Azimuth Mark                     Grid Az
 QQ0474:SPC SD N     -  B 91 RESET                               269 10 33.8
 QQ0474:SPC SD S     -  B 91 RESET                               268 59 05.4
 QQ0474:UTM  14      -  B 91 RESET                               269 52 23.4
 QQ0474
 QQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9059071508(NAD 83)
 QQ0474
 QQ0474|---------------------------------------------------------------------|
 QQ0474| PID    Reference Object                     Distance      Geod. Az  |
 QQ0474|                                                           dddmmss.s |
 QQ0474| CO7182 WEST BRITTON RM 1                    12.500 METERS 09021     |
 QQ0474| CO7183 WEST BRITTON RM 2                    12.551 METERS 27014     |
 QQ0474| QQ0329 B 91 RESET                                         2704231.3 |
 QQ0474|---------------------------------------------------------------------|
 QQ0474
 QQ0474                          SUPERSEDED SURVEY CONTROL
 QQ0474
 QQ0474  ELLIP H (01/23/98)  368.575  (m)                       GP(       ) 4 1
 QQ0474  NAD 83(1986)-  45 47 28.27794(N)    097 50 04.00539(W) AD(       ) 2
 QQ0474  NAD 27      -  45 47 28.46425(N)    097 50 02.62006(W) AD(       ) 2
 QQ0474  NGVD 29 (02/12/91)  393.5    (m)  UNKNOWN  model used  GPS OBS        
 QQ0474
 QQ0474.Superseded values are not recommended for survey control.
 QQ0474
 QQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0474.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0474
 QQ0474_MARKER: DS = TRIANGULATION STATION DISK
 QQ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0474_STAMPING: WEST BRITTON 1952
 QQ0474_MARK LOGO: CGS
 QQ0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0474+STABILITY: SURFACE MOTION
 QQ0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0474+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1989
 QQ0474
 QQ0474  HISTORY     - Date     Condition        Report By
 QQ0474  HISTORY     - 1952     MONUMENTED       CGS
 QQ0474  HISTORY     - 1952     GOOD             CGS
 QQ0474  HISTORY     - 19891013 GOOD             NGS
 QQ0474
 QQ0474                          STATION DESCRIPTION
 QQ0474
 QQ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0474'THE STATION IS IN SECTION 30, T 127 N, R 58 W, ON THE
 QQ0474'RIGHT-OF-WAY OF STATE HIGHWAY 10, ABOUT 4 MILES WEST OF BRITTON,
 QQ0474'1/4 MILE EAST OF THE WEST BRITTON RAILROAD STATION, 150 FEET
 QQ0474'WEST OF THE CENTER OF A GRAVELED ROAD, 52 FEET SOUTH OF THE
 QQ0474'CENTER OF STATE HIGHWAY 10, 29 FEET WEST OF A POWERLINE POLE,
 QQ0474'14 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 1 FOOT
 QQ0474'NORTH OF A WIRE FENCE.
 QQ0474'
 QQ0474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND
 QQ0474'10 IN BRITTON, GO WEST ON STATE HIGHWAY 10 FOR 4.25 MILES TO A
 QQ0474'SIDE ROAD ON THE LEFT AND THE STATION AS DESCRIBED.
 QQ0474'
 QQ0474'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 QQ0474'HIGHWAY 10 FOR 0.45 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH
 QQ0474'MARK IN THE SOUTHEAST PARAPET OF THE BRIDGE.
 QQ0474'
 QQ0474'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QQ0474'THE DISK IS STAMPED WEST BRITTON 1952.
 QQ0474'
 QQ0474'REFERENCE MARK 1 IS 52 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 QQ0474'15 FEET EAST OF THE POWERLINE POLE, AND 6 INCHES NORTH OF THE
 QQ0474'WIRE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 QQ0474'AND THE DISK IS STAMPED WEST BRITTON NO 1 1952.
 QQ0474'
 QQ0474'REFERENCE MARK 2 IS 52 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 QQ0474'AND 6 INCHES NORTH OF THE WIRE FENCE.  THE MARK IS FLUSH WITH
 QQ0474'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WEST BRITTON
 QQ0474'NO 2 1952.
 QQ0474'
 QQ0474'U.S. COAST AND GEODETIC SURVEY BENCH MARK B 91 WAS USED AS THE
 QQ0474'AZIMUTH MARK.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 QQ0474'IN THE CENTER OF THE SOUTHEAST PARAPET OF A CONCRETE BRIDGE.  THE
 QQ0474'DISK IS STAMPED B 91 RESET 1947.
 QQ0474'
 QQ0474'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 QQ0474
 QQ0474                          STATION RECOVERY (1952)
 QQ0474
 QQ0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 QQ0474'RECOVERED IN GOOD CONDITION.
 QQ0474
 QQ0474                          STATION RECOVERY (1989)
 QQ0474
 QQ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QQ0474'THE STATION IS LOCATED 6.2 KM (3.85 MI) WEST OF BRITTON.
 QQ0474'OWNERSHIP--STATE OF SOUTH DAKOTA.
 QQ0474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10, STATE
 QQ0474'HIGHWAY 27 SOUTH AND MAIN STREET, IN BRITTON, GO WEST ALONG STATE
 QQ0474'HIGHWAY 10 FOR 6.6 KM (4.10 MI) TO STATE HIGHWAY 10 MILE POST NUMBER
 QQ0474'317 AND THE STATION ON THE LEFT, JUST WEST OF A GRAVEL ROAD LEADING
 QQ0474'SOUTH.
 QQ0474'THE STATION MARK IS SET 57.7 M (189.3 FT) WEST OF THE APPROXIMATE
 QQ0474'CENTER OF THE GRAVEL ROAD, 22.4 M (73.5 FT) EAST-SOUTHEAST OF MILE
 QQ0474'POST NUMBER 317, 0.91 M (3.0 FT) BELOW AND 16.5 M (54.1 FT) SOUTH OF
 QQ0474'THE CENTERLINE OF THE HIGHWAY, 8.1 M (26.6 FT) WEST OF A POWERLINE
 QQ0474'POLE, 0.31 M (1.0 FT) NORTH OF A WITNESS POST IN THE HIGHWAY RIGHT OF
 QQ0474'WAY FENCELINE.
 QQ0474'DESCRIBED BY G.F.SMITH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1089 ***********************************************************************
 PT1089  DESIGNATION -  WEST ORTON SCHOOL CHIMNEY
 PT1089  PID         -  PT1089
 PT1089  STATE/COUNTY-  SD/STANLEY
 PT1089  COUNTRY     -  US
 PT1089  USGS QUAD   -  MISSION RIDGE (2017)
 PT1089
 PT1089                         *CURRENT SURVEY CONTROL
 PT1089  ______________________________________________________________________
 PT1089* NAD 83(1996) POSITION- 44 42 41.15724(N) 100 51 51.50409(W)   ADJUSTED
 PT1089  ______________________________________________________________________
 PT1089  GEOID HEIGHT    -        -22.017 (meters)                     GEOID18
 PT1089  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 PT1089  HORZ ORDER      -  THIRD
 PT1089
 PT1089.The horizontal coordinates were established by classical geodetic methods
 PT1089.and adjusted by the National Geodetic Survey in January 1998.
 PT1089
 PT1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1089.GEOID18 height accuracy estimate available here.
 PT1089
 PT1089.Click photographs - Photos may exist for this station.
 PT1089
 PT1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1089
 PT1089. The following values were computed from the NAD 83(1996) position.
 PT1089
 PT1089;                    North         East     Units Scale Factor Converg.
 PT1089;SPC SD S     -   264,342.931   557,921.348   MT  1.00008934   -0 21 58.7
 PT1089;SPC SD S     -   867,265.10  1,830,446.96   sFT  1.00008934   -0 21 58.7
 PT1089;UTM  14      - 4,952,585.574   352,328.141   MT  0.99986817   -1 18 42.6
 PT1089
 PT1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ5232852585(NAD 83)
 PT1089
 PT1089                          SUPERSEDED SURVEY CONTROL
 PT1089
 PT1089  NAD 83(1986)-  44 42 41.15079(N)    100 51 51.50541(W) AD(       ) 3
 PT1089  NAD 27      -  44 42 41.21500(N)    100 51 49.98000(W) AD(       ) 3
 PT1089
 PT1089.Superseded values are not recommended for survey control.
 PT1089
 PT1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1089.See file dsdata.pdf to determine how the superseded data were derived.
 PT1089
 PT1089_MARKER: 85 = CHIMNEY
 PT1089
 PT1089  HISTORY     - Date     Condition        Report By
 PT1089  HISTORY     - 1952     FIRST OBSERVED   CGS
 PT1089
 PT1089                          STATION DESCRIPTION
 PT1089
 PT1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1089'THE SCHOOL IS ABOUT 24 MILES NORTH-NORTHEAST OF HAYES, 3-1/2
 PT1089'MILES SOUTH OF THE CHEYENNE RIVER, AND ON THE NORTH SIDE
 PT1089'OF A T-INTERSECTION.
 PT1089'
 PT1089'IT IS A WHITE FRAME BUILDING ABOUT 25 FEET HIGH WITH A RED
 PT1089'BRICK CHIMNEY AT THE NORTH END OF THE GABLE AND A BELL AT THE
 PT1089'SOUTH END.
 PT1089'
 PT1089'THE POINT INTERSECTED WAS THE TOP OF THE CHIMNEY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0836 ***********************************************************************
 OQ0836  DESIGNATION -  WEST SIOUX FALLS GREENHSE STK
 OQ0836  PID         -  OQ0836
 OQ0836  STATE/COUNTY-  SD/MINNEHAHA
 OQ0836  COUNTRY     -  US
 OQ0836  USGS QUAD   -  SIOUX FALLS WEST (2017)
 OQ0836
 OQ0836                         *CURRENT SURVEY CONTROL
 OQ0836  ______________________________________________________________________
 OQ0836* NAD 83(1996) POSITION- 43 33 29.46018(N) 096 45 53.37836(W)   ADJUSTED
 OQ0836  ______________________________________________________________________
 OQ0836  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 OQ0836  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 OQ0836  HORZ ORDER      -  THIRD
 OQ0836
 OQ0836.The horizontal coordinates were established by classical geodetic methods
 OQ0836.and adjusted by the National Geodetic Survey in January 1998.
 OQ0836
 OQ0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0836.GEOID18 height accuracy estimate available here.
 OQ0836
 OQ0836.Click photographs - Photos may exist for this station.
 OQ0836
 OQ0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0836
 OQ0836. The following values were computed from the NAD 83(1996) position.
 OQ0836
 OQ0836;                    North         East     Units Scale Factor Converg.
 OQ0836;SPC SD S     -   142,262.470   888,216.235   MT  0.99990742   +2 27 42.3
 OQ0836;SPC SD S     -   466,739.45  2,914,089.43   sFT  0.99990742   +2 27 42.3
 OQ0836;UTM  14      - 4,825,230.302   680,529.797   MT  1.00000090   +1 32 26.3
 OQ0836
 OQ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8052925230(NAD 83)
 OQ0836
 OQ0836                          SUPERSEDED SURVEY CONTROL
 OQ0836
 OQ0836  NAD 83(1995)-  43 33 29.46126(N)    096 45 53.37585(W) AD(       ) 3
 OQ0836  NAD 83(1986)-  43 33 29.46512(N)    096 45 53.35540(W) AD(       ) 3
 OQ0836  NAD 27      -  43 33 29.55900(N)    096 45 52.17000(W) AD(       ) 3
 OQ0836
 OQ0836.Superseded values are not recommended for survey control.
 OQ0836
 OQ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0836.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0836
 OQ0836_MARKER: 63 = STACK
 OQ0836
 OQ0836  HISTORY     - Date     Condition        Report By
 OQ0836  HISTORY     - 1935     FIRST OBSERVED   CGS
 OQ0836
 OQ0836                          STATION DESCRIPTION
 OQ0836
 OQ0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0836'POINT OBSERVED UPON IS CENTER OF RED BRICK STACK, ABOUT 40 FEET
 OQ0836'HIGH, LOCATED AT MINNEHAHA FLORAL CO. IN WEST SIOUX FALLS, ABOUT
 OQ0836'100 FEET SOUTH OF WEST END OF WEST MADISON STREET.
 OQ0836'
 OQ0836'OBSERVED UPON FROM STATIONS PARK, SHERMAN, AND HOSPITAL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0741 ***********************************************************************
 OQ0741  DESIGNATION -  WESTBERG
 OQ0741  PID         -  OQ0741
 OQ0741  STATE/COUNTY-  SD/UNION
 OQ0741  COUNTRY     -  US
 OQ0741  USGS QUAD   -  BERESFORD (2017)
 OQ0741
 OQ0741                         *CURRENT SURVEY CONTROL
 OQ0741  ______________________________________________________________________
 OQ0741* NAD 83(1996) POSITION- 43 02 42.98103(N) 096 47 00.20947(W)   ADJUSTED
 OQ0741* NAVD 88 ORTHO HEIGHT -   460.6   (meters)     1511.    (feet) VERTCON3
 OQ0741  ______________________________________________________________________
 OQ0741  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 OQ0741  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 OQ0741  HORZ ORDER      -  FIRST
 OQ0741
 OQ0741.The horizontal coordinates were established by classical geodetic methods
 OQ0741.and adjusted by the National Geodetic Survey in January 1998.
 OQ0741
 OQ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0741
 OQ0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0741.GEOID18 height accuracy estimate available here.
 OQ0741
 OQ0741.Click photographs - Photos may exist for this station.
 OQ0741
 OQ0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0741
 OQ0741. The following values were computed from the NAD 83(1996) position.
 OQ0741
 OQ0741;                    North         East     Units Scale Factor Converg.
 OQ0741;SPC SD S     -    85,270.819   889,152.454   MT  0.99995656   +2 26 56.2
 OQ0741;SPC SD S     -   279,759.35  2,917,161.01   sFT  0.99995656   +2 26 56.2
 OQ0741;UTM  14      - 4,768,226.654   680,542.547   MT  1.00000100   +1 30 48.3
 OQ0741
 OQ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0741!SPC SD S     -   0.99993182  x   0.99995656  =   0.99988838
 OQ0741!UTM  14      -   0.99993182  x   1.00000100  =   0.99993282
 OQ0741
 OQ0741:                Primary Azimuth Mark                     Grid Az
 OQ0741:SPC SD S     -  WESTBERG AZ MK                           139 43 30.0
 OQ0741:UTM  14      -  WESTBERG AZ MK                           140 39 37.9
 OQ0741
 OQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8054268226(NAD 83)
 OQ0741
 OQ0741|---------------------------------------------------------------------|
 OQ0741| PID    Reference Object                     Distance      Geod. Az  |
 OQ0741|                                                           dddmmss.s |
 OQ0741| CO4831 WESTBERG RM 1                        30.600 METERS 12401     |
 OQ0741| CO4830 WESTBERG AZ MK                                     1421026.2 |
 OQ0741| CO4832 WESTBERG RM 2                        35.848 METERS 18449     |
 OQ0741|---------------------------------------------------------------------|
 OQ0741
 OQ0741                          SUPERSEDED SURVEY CONTROL
 OQ0741
 OQ0741  NAD 83(1995)-  43 02 42.98178(N)    096 47 00.20703(W) AD(       ) 1
 OQ0741  NAD 83(1986)-  43 02 42.98485(N)    096 47 00.19846(W) AD(       ) 1
 OQ0741  NAD 27      -  43 02 43.01820(N)    096 46 59.03451(W) AD(       ) 1
 OQ0741  NGVD 29 (07/19/86)  460.4    (m)         1510.     (f) VERT ANG       
 OQ0741
 OQ0741.Superseded values are not recommended for survey control.
 OQ0741
 OQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0741.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0741
 OQ0741_MARKER: DS = TRIANGULATION STATION DISK
 OQ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0741_STAMPING: WESTBERG 1966
 OQ0741_MARK LOGO: CGS
 OQ0741_PROJECTION: RECESSED 15 CENTIMETERS
 OQ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0741+STABILITY: SURFACE MOTION
 OQ0741
 OQ0741  HISTORY     - Date     Condition        Report By
 OQ0741  HISTORY     - 1966     MONUMENTED       CGS
 OQ0741
 OQ0741                          STATION DESCRIPTION
 OQ0741
 OQ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0741'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF BERESFORD AND ABOUT 1
 OQ0741'MILE EAST OF THE CLAY-UNION COUNTY LINE, IN SEC. 17, T. 95 N, R. 50
 OQ0741'W AND ON PROPERTY OWNED AND OPERATED BY DESMOND WESTBERG.  THE
 OQ0741'STATION MARK IS IN THE NORTHWEST CORNER OF FARM EQUIPMENT LOT, 20
 OQ0741'FEET NORTHEAST OF THE CENTER OF A LARGE ROCK PILE, 16 FEET EAST
 OQ0741'OF A LARGE MULBERRY TREE AND 10 FEET SOUTH OF AN APPLE TREE.  THE
 OQ0741'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK
 OQ0741'SET IN THE TOP OF AN 18 INCH CONCRETE CYLINDER MONUMENT THAT IS
 OQ0741'6 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 OQ0741'WESTBERG 1966.
 OQ0741'
 OQ0741'TO REACH THE STATION FROM THE POST OFFICE IN BERESFORD, GO SOUTH
 OQ0741'AND SOUTHWEST ON U.S. HIGHWAY 77 FOR 2.95 MILE TO A DRIVEWAY ON
 OQ0741'THE LEFT.  (CONTINUE SOUTH ON U.S. HIGHWAY 77 FOR 0.1 MILE TO A
 OQ0741'CROSSROAD.  TURN LEFT ON GRAVELED ROAD AND GO EAST FOR 0.3 MILE TO
 OQ0741'THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF ROAD).  TURN LEFT
 OQ0741'INTO DRIVEWAY AND GO EAST FOR 0.1 MILE TO BARN.  TURN LEFT INTO
 OQ0741'FARM EQUIPMENT LOT AND GO NORTH FOR ABOUT 300 FEET TO THE
 OQ0741'STATION, IN THE NORTHWEST CORNER OF LOT AND STATION AS DESCRIBED.
 OQ0741'
 OQ0741'AZIMUTH MARK IS 33 FEET SOUTH OF THE APPROXIMATE CENTER OF
 OQ0741'GRAVELED ROAD, 7-1/2 FEET WEST OF GATE POST, 1-1/2 FEET WEST OF A
 OQ0741'METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT NORTH OF
 OQ0741'FENCELINE.  IT IS MARKED BY A STANDARD AZIMUTH MARK DISK, SET IN
 OQ0741'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT SET FLUSH WITH
 OQ0741'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED WESTBERG 1966.
 OQ0741'
 OQ0741'REFERENCE MARK NO. 1 IS 1-1/2 FEET WEST OF FENCELINE.  IT IS
 OQ0741'MARKED BY A STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE
 OQ0741'CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF THE
 OQ0741'GROUND.  THE DISK IS STAMPED WESTBERG NO 1 1966.
 OQ0741'
 OQ0741'REFERENCE MARK NO. 2 IS 61 FEET NORTH OF THE NORTHWEST CORNER
 OQ0741'OF BARN, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 OQ0741'SHED AND 1 FOOT WEST OF FENCE CORNER.  IT IS MARKED BY A STANDARD
 OQ0741'DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 OQ0741'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 OQ0741'STAMPED WESTBERG NO 2 1966.
 OQ0741'
 OQ0741'HEIGHT OF LIGHT ABOVE STATION MARK PLATE 26.40 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0742 ***********************************************************************
 OQ0742  DESIGNATION -  WESTBERG RM A
 OQ0742  PID         -  OQ0742
 OQ0742  STATE/COUNTY-  SD/UNION
 OQ0742  COUNTRY     -  US
 OQ0742  USGS QUAD   -  BERESFORD (2017)
 OQ0742
 OQ0742                         *CURRENT SURVEY CONTROL
 OQ0742  ______________________________________________________________________
 OQ0742* NAD 83(1996) POSITION- 43 02 42.87917(N) 096 46 59.19180(W)   ADJUSTED
 OQ0742* NAVD 88 ORTHO HEIGHT -   460.5   (meters)     1511.    (feet) VERTCON3
 OQ0742  ______________________________________________________________________
 OQ0742  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 OQ0742  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 OQ0742  HORZ ORDER      -  FIRST
 OQ0742
 OQ0742.The horizontal coordinates were established by classical geodetic methods
 OQ0742.and adjusted by the National Geodetic Survey in January 1998.
 OQ0742
 OQ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0742
 OQ0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0742.GEOID18 height accuracy estimate available here.
 OQ0742
 OQ0742.Click photographs - Photos may exist for this station.
 OQ0742
 OQ0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0742
 OQ0742. The following values were computed from the NAD 83(1996) position.
 OQ0742
 OQ0742;                    North         East     Units Scale Factor Converg.
 OQ0742;SPC SD S     -    85,268.663   889,175.600   MT  0.99995657   +2 26 56.9
 OQ0742;SPC SD S     -   279,752.27  2,917,236.95   sFT  0.99995657   +2 26 56.9
 OQ0742;UTM  14      - 4,768,224.121   680,565.656   MT  1.00000110   +1 30 49.0
 OQ0742
 OQ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0742!SPC SD S     -   0.99993184  x   0.99995657  =   0.99988841
 OQ0742!UTM  14      -   0.99993184  x   1.00000110  =   0.99993294
 OQ0742
 OQ0742:                Primary Azimuth Mark                     Grid Az
 OQ0742:SPC SD S     -  STEWART                                  172 08 00.4
 OQ0742:UTM  14      -  STEWART                                  173 04 08.3
 OQ0742
 OQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8056568224(NAD 83)
 OQ0742
 OQ0742|---------------------------------------------------------------------|
 OQ0742| PID    Reference Object                     Distance      Geod. Az  |
 OQ0742|                                                           dddmmss.s |
 OQ0742| NM1842 STEWART                             APPROX.15.6 KM 1743457.3 |
 OQ0742| OQ0741 WESTBERG                             23.247 METERS 27746     |
 OQ0742|---------------------------------------------------------------------|
 OQ0742
 OQ0742                          SUPERSEDED SURVEY CONTROL
 OQ0742
 OQ0742  NAD 83(1995)-  43 02 42.87992(N)    096 46 59.18936(W) AD(       ) 1
 OQ0742  NAD 83(1986)-  43 02 42.88300(N)    096 46 59.18091(W) AD(       ) 1
 OQ0742  NAD 27      -  43 02 42.91636(N)    096 46 58.01684(W) AD(       ) 1
 OQ0742  NGVD 29 (07/19/86)  460.3    (m)         1510.     (f) VERT ANG       
 OQ0742
 OQ0742.Superseded values are not recommended for survey control.
 OQ0742
 OQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0742.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0742
 OQ0742_MARKER: DS = TRIANGULATION STATION DISK
 OQ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0742_STAMPING: WESTBERG RM A 1966
 OQ0742_MARK LOGO: CGS
 OQ0742_PROJECTION: RECESSED 10 CENTIMETERS
 OQ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0742+STABILITY: SURFACE MOTION
 OQ0742
 OQ0742  HISTORY     - Date     Condition        Report By
 OQ0742  HISTORY     - 1966     MONUMENTED       CGS
 OQ0742
 OQ0742                          STATION DESCRIPTION
 OQ0742
 OQ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0742'STATION IS ON THE SAME PROPERTY AND AT THE SAME LOCATION AS
 OQ0742'TRIANGULATION STATION WESTBERG.
 OQ0742'
 OQ0742'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 OQ0742'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 OQ0742'THE SURFACE OF THE GROUND AND IS STAMPED WESTBERG RM A 1966.  IT
 OQ0742'IS 18.8 FEET WEST OF A FENCELINE AND IN THE SOUTHEAST PART OF A
 OQ0742'FARM MACHINERY PARKING AREA SURROUNDED BY SMALL
 OQ0742'BUSHES.
 OQ0742'
 OQ0742'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WESTBERG,
 OQ0742'DISTANCE BEING SHOWN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0778 ***********************************************************************
 OS0778  DESIGNATION -  WETA
 OS0778  PID         -  OS0778
 OS0778  STATE/COUNTY-  SD/JACKSON
 OS0778  COUNTRY     -  US
 OS0778  USGS QUAD   -  WANBLEE NE (2017)
 OS0778
 OS0778                         *CURRENT SURVEY CONTROL
 OS0778  ______________________________________________________________________
 OS0778* NAD 83(1996) POSITION- 43 41 37.80965(N) 101 36 16.94549(W)   ADJUSTED
 OS0778* NAVD 88 ORTHO HEIGHT -   779.    (meters)     2556.    (feet) SCALED
 OS0778  ______________________________________________________________________
 OS0778  GEOID HEIGHT    -        -21.119 (meters)                     GEOID18
 OS0778  LAPLACE CORR    -         -9.53  (seconds)                    DEFLEC18
 OS0778  HORZ ORDER      -  FIRST
 OS0778
 OS0778.The horizontal coordinates were established by classical geodetic methods
 OS0778.and adjusted by the National Geodetic Survey in January 1998.
 OS0778
 OS0778.The orthometric height was scaled from a topographic map.
 OS0778
 OS0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0778.GEOID18 height accuracy estimate available here.
 OS0778
 OS0778.Click photographs - Photos may exist for this station.
 OS0778
 OS0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0778
 OS0778. The following values were computed from the NAD 83(1996) position.
 OS0778
 OS0778;                    North         East     Units Scale Factor Converg.
 OS0778;SPC SD S     -   151,924.507   497,518.508   MT  0.99990773   -0 52 37.4
 OS0778;SPC SD S     -   498,438.99  1,632,275.30   sFT  0.99990773   -0 52 37.4
 OS0778;UTM  14      - 4,841,165.932   290,095.660   MT  1.00014197   -1 47 60.0
 OS0778
 OS0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0778!SPC SD S     -   0.99988110  x   0.99990773  =   0.99978884
 OS0778!UTM  14      -   0.99988110  x   1.00014197  =   1.00002306
 OS0778
 OS0778:                Primary Azimuth Mark                     Grid Az
 OS0778:SPC SD S     -  WETA AZ MK                               333 41 12.0
 OS0778:UTM  14      -  WETA AZ MK                               334 36 34.6
 OS0778
 OS0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9009541165(NAD 83)
 OS0778
 OS0778|---------------------------------------------------------------------|
 OS0778| PID    Reference Object                     Distance      Geod. Az  |
 OS0778|                                                           dddmmss.s |
 OS0778| OS0769 KADOKA PRESB CH CUPOLA              APPROX.17.1 KM 0253256.0 |
 OS0778| OS0770 KADOKA MUNICIPAL TANK               APPROX.17.4 KM 0260732.0 |
 OS0778| CQ4380 WETA RM 1                            14.244 METERS 22347     |
 OS0778| OS0771 WETA C M ST P AND PAC RR TANK       APPROX.12.8 KM 3141930.5 |
 OS0778| CQ4381 WETA RM 2                            15.364 METERS 32132     |
 OS0778| CQ4379 WETA AZ MK                                         3324834.6 |
 OS0778|---------------------------------------------------------------------|
 OS0778
 OS0778                          SUPERSEDED SURVEY CONTROL
 OS0778
 OS0778  NAD 83(1995)-  43 41 37.80289(N)    101 36 16.94862(W) AD(       ) 1
 OS0778  NAD 83(1986)-  43 41 37.80354(N)    101 36 16.95123(W) AD(       ) 1
 OS0778  NAD 27      -  43 41 37.81550(N)    101 36 15.43150(W) AD(       ) 1
 OS0778
 OS0778.Superseded values are not recommended for survey control.
 OS0778
 OS0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0778.See file dsdata.pdf to determine how the superseded data were derived.
 OS0778
 OS0778_MARKER: DS = TRIANGULATION STATION DISK
 OS0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0778_STAMPING: WETA 1936
 OS0778_MARK LOGO: CGS
 OS0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0778+STABILITY: SURFACE MOTION
 OS0778
 OS0778  HISTORY     - Date     Condition        Report By
 OS0778  HISTORY     - 1936     MONUMENTED       CGS
 OS0778  HISTORY     - 1961     GOOD             CGS
 OS0778
 OS0778                          STATION DESCRIPTION
 OS0778
 OS0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0778'STATION IS ABOUT 11 MILES SOUTH-SOUTHWEST OF KADOKA, AND ABOUT 5
 OS0778'MILES WEST OF STATE HIGWHAY 73, AT THE HIGHEST POINT OF THE MIDDLE
 OS0778'ONE OF THREE PASTURE HILLS WHICH ARE IN LINE EAST AND WEST.
 OS0778'
 OS0778'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 16 AND STATE HIGHWAY 73
 OS0778'WHICH IS 0.5 MILE WEST OF KADOKA, GO SOUTH ON STATE 73 FOR
 OS0778'8.8 MILES TO DIRT T-ROAD WEST, TURN WEST AND GO 4.2 MILES TO
 OS0778'WHERE THE ROAD PASSES THROUGH A GATE IN NORTH-SOUTH FENCE,
 OS0778'HERE TURN SOUTH ON EAST SIDE OF FENCE AND FOLLOW DIRT ROAD 0.6
 OS0778'MILE TO FORKS, TAKE LEFT FORK SOUTHEAST AND GO 0.2 MILE TO
 OS0778'EAST-WEST FENCE, HERE TURN EAST ALONG NORTH SIDE OF FENCE TO
 OS0778'GATE, TURN RIGHT THROUGH GATE AND GO DUE SOUTH FOR 0.6 MILE TO
 OS0778'AZIMUTH MARK.  CONTINUE SOUTH FOR 0.2 MILE TO DEAD CEDAR TREE
 OS0778'ON EDGE OF SMALL RAVINE, TURN LEFT SOUTHEAST ALONG RAVINE AND
 OS0778'GO 0.3 MILE TO TOP OF HILL AND STATION.
 OS0778'
 OS0778'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION.  MARK
 OS0778'PROJECTS ABOUT 5 INCHES.
 OS0778'
 OS0778'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION.  MARK PROJECTS
 OS0778'ABOUT 3 INCHES.
 OS0778'
 OS0778'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTH-NORTHWEST OF
 OS0778'STATION, 0.6 MILE SOUTH OF EAST-WEST FENCE, 5 PACES WEST OF
 OS0778'CENTERLINE OF TRAIL LEADING TO STATION.  MARK PROJECTS 3 INCHES.
 OS0778'
 OS0778'ALL LINES VISIBLE FROM 4-FOOT STAND.
 OS0778'
 OS0778'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0778'BRONZE DISKS SET IN CONCRETE.
 OS0778'
 OS0778'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 OS0778
 OS0778                          STATION RECOVERY (1961)
 OS0778
 OS0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0778'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 OS0778'CONDITION.  THE DISTANCES TO BOTH REFERENCE MARKS WERE CHECKED IN
 OS0778'THE FIELD AND FOUND TO BE ACCURATE.  A NEW TO REACH FOR THE
 OS0778'STATION AND THE AZIMUTH MARK FOLLOWS--
 OS0778'
 OS0778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16, STATE
 OS0778'HIGHWAY 40, AND STATE HIGHWAY 73 AT THE WEST EDGE OF KADOKA GO
 OS0778'SOUTH ON STATE HIGHWAY 73 FOR 6.1 MILES TO THE BRIDGE OVER THE
 OS0778'WHITE RIVER.  CONTINUE AHEAD SOUTH ON STATE HIGHWAY 73 FOR 2.4
 OS0778'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRADED
 OS0778'ROAD FOR 2.8 MILES TO Y-FORK, RANCH HOUSE ON RIGHT, TAKE LEFT
 OS0778'FORK AND GO WESTERLY ON GRADED ROAD FOR 1.6 MILES TO A FENCE
 OS0778'GAP.  TURN LEFT AND FOLLOW TRACK ROAD ALONG EAST SIDE OF FENCE
 OS0778'FOR 0.2 MILE TO A Y-FORK.  TAKE LEFT FORK AND GO SOUTHERLY FOR
 OS0778'0.8 MILE TO A T-FENCE CORNER, PASS THROUGH TWO WIRE GATES AND
 OS0778'GO SOUTHERLY ON TRACK ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 OS0778'THE RIGHT.  CONTINUE AHEAD SOUTHERLY ON TRACK ROAD FOR 0.4
 OS0778'MILE TO THE STATION ON THE TOP OF A SMALL KNOLL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0771 ***********************************************************************
 OS0771  DESIGNATION -  WETA C M ST P AND PAC RR TANK
 OS0771  PID         -  OS0771
 OS0771  STATE/COUNTY-  SD/JACKSON
 OS0771  COUNTRY     -  US
 OS0771  USGS QUAD   -  WETA (2017)
 OS0771
 OS0771                         *CURRENT SURVEY CONTROL
 OS0771  ______________________________________________________________________
 OS0771* NAD 83(1996) POSITION- 43 46 26.28498(N) 101 43 04.82884(W)   ADJUSTED
 OS0771  ______________________________________________________________________
 OS0771  GEOID HEIGHT    -        -20.794 (meters)                     GEOID18
 OS0771  LAPLACE CORR    -         -8.75  (seconds)                    DEFLEC18
 OS0771  HORZ ORDER      -  THIRD
 OS0771
 OS0771.The horizontal coordinates were established by classical geodetic methods
 OS0771.and adjusted by the National Geodetic Survey in January 1998.
 OS0771
 OS0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0771.GEOID18 height accuracy estimate available here.
 OS0771
 OS0771.Click photographs - Photos may exist for this station.
 OS0771
 OS0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0771
 OS0771. The following values were computed from the NAD 83(1996) position.
 OS0771
 OS0771;                    North         East     Units Scale Factor Converg.
 OS0771;SPC SD S     -   160,971.724   488,534.895   MT  0.99991055   -0 57 18.8
 OS0771;SPC SD S     -   528,121.40  1,602,801.57   sFT  0.99991055   -0 57 18.8
 OS0771;UTM  14      - 4,850,359.258   281,256.911   MT  1.00018857   -1 52 52.0
 OS0771
 OS0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP8125650359(NAD 83)
 OS0771
 OS0771                          SUPERSEDED SURVEY CONTROL
 OS0771
 OS0771  NAD 83(1995)-  43 46 26.27824(N)    101 43 04.83229(W) AD(       ) 3
 OS0771  NAD 83(1986)-  43 46 26.27817(N)    101 43 04.83211(W) AD(       ) 3
 OS0771  NAD 27      -  43 46 26.30100(N)    101 43 03.30400(W) AD(       ) 3
 OS0771
 OS0771.Superseded values are not recommended for survey control.
 OS0771
 OS0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0771.See file dsdata.pdf to determine how the superseded data were derived.
 OS0771
 OS0771_MARKER: 51 = TANK
 OS0771
 OS0771  HISTORY     - Date     Condition        Report By
 OS0771  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0771
 OS0771                          STATION DESCRIPTION
 OS0771
 OS0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0771'POINT OBSERVED UPON WAS THE FINIAL OF THE CHICAGO, MILWAUKEE,
 OS0771'ST. PAUL AND PACIFIC R.R. WATER TANK, A LOW, HEAVY TANK,
 OS0771'PAINTED DARK BROWN, WITH SHINGLED ROOF, LOCATED BY RAILROAD
 OS0771'TRACKS AT EAST EDGE OF TOWN.
 OS0771'
 OS0771'OBSERVED UPON FROM TRIANGULATION STATIONS WETA AND SPUR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0626 ***********************************************************************
 QR0626  DESIGNATION -  WETONKA
 QR0626  PID         -  QR0626
 QR0626  STATE/COUNTY-  SD/EDMUNDS
 QR0626  COUNTRY     -  US
 QR0626  USGS QUAD   -  RICHMOND SW (2017)
 QR0626
 QR0626                         *CURRENT SURVEY CONTROL
 QR0626  ______________________________________________________________________
 QR0626* NAD 83(1996) POSITION- 45 33 09.55817(N) 098 44 19.47364(W)   ADJUSTED
 QR0626* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) SCALED
 QR0626  ______________________________________________________________________
 QR0626  GEOID HEIGHT    -        -23.943 (meters)                     GEOID18
 QR0626  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 QR0626  HORZ ORDER      -  FIRST
 QR0626
 QR0626.The horizontal coordinates were established by classical geodetic methods
 QR0626.and adjusted by the National Geodetic Survey in January 1998.
 QR0626
 QR0626.The orthometric height was scaled from a topographic map.
 QR0626
 QR0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0626.GEOID18 height accuracy estimate available here.
 QR0626
 QR0626.Click photographs - Photos may exist for this station.
 QR0626
 QR0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0626
 QR0626. The following values were computed from the NAD 83(1996) position.
 QR0626
 QR0626;                    North         East     Units Scale Factor Converg.
 QR0626;SPC SD N     -   191,827.290   698,479.294   MT  0.99997740   +0 53 33.5
 QR0626;SPC SD N     -   629,353.37  2,291,594.15   sFT  0.99997740   +0 53 33.5
 QR0626;UTM  14      - 5,044,379.545   520,392.164   MT  0.99960511   +0 11 11.4
 QR0626
 QR0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0626!SPC SD N     -   0.99993363  x   0.99997740  =   0.99991103
 QR0626!UTM  14      -   0.99993363  x   0.99960511  =   0.99953877
 QR0626
 QR0626:                Primary Azimuth Mark                     Grid Az
 QR0626:SPC SD N     -  WETONKA AZ MK                            108 42 41.3
 QR0626:UTM  14      -  WETONKA AZ MK                            109 25 03.4
 QR0626
 QR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2039244379(NAD 83)
 QR0626
 QR0626|---------------------------------------------------------------------|
 QR0626| PID    Reference Object                     Distance      Geod. Az  |
 QR0626|                                                           dddmmss.s |
 QR0626| CO7184 WETONKA AZ MK                                      1093614.8 |
 QR0626| CO7185 WETONKA RM 1                        491.643 METERS 1582415.8 |
 QR0626| QR0627 TONKA ET                             11.185 METERS 18549     |
 QR0626| CO7186 WETONKA RM 3                                       25940     |
 QR0626| QR0628 WETONKA RM 2                        330.145 METERS 27530     |
 QR0626| QR0634 WETONKA MUNICIPAL TANK              APPROX. 8.3 KM 3433415.0 |
 QR0626|---------------------------------------------------------------------|
 QR0626
 QR0626                          SUPERSEDED SURVEY CONTROL
 QR0626
 QR0626  NAD 83(1986)-  45 33 09.57359(N)    098 44 19.46129(W) AD(       ) 1
 QR0626  NAD 27      -  45 33 09.65500(N)    098 44 18.09700(W) AD(       ) 1
 QR0626
 QR0626.Superseded values are not recommended for survey control.
 QR0626
 QR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0626.See file dsdata.pdf to determine how the superseded data were derived.
 QR0626
 QR0626_MARKER: DS = TRIANGULATION STATION DISK
 QR0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0626_STAMPING: WETONKA 1934
 QR0626_MARK LOGO: CGS
 QR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0626+STABILITY: SURFACE MOTION
 QR0626
 QR0626  HISTORY     - Date     Condition        Report By
 QR0626  HISTORY     - 1934     MONUMENTED       CGS
 QR0626  HISTORY     - 1969     MARK NOT FOUND   USGS
 QR0626  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0626  HISTORY     - 1971     GOOD             NGS
 QR0626
 QR0626                          STATION DESCRIPTION
 QR0626
 QR0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0626'STATION IS ABOUT 5-1/4 MILES SSE OF WETONKA, IN THE SW 1/4 OF
 QR0626'SEC. 13, T 124 N, R 66 W, ABOUT 0.25 MILE N OF THE S LINE AND
 QR0626'ABOUT 0.2 MILE E OF THE W LINE OF THE ABOVE 1/4 ON TOP OF A KNOLL,
 QR0626'THE HIGHEST POINT IN THE VICINITY, AND IN MIDDLE OF CULTIVATED
 QR0626'FIELD.
 QR0626'
 QR0626'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QR0626'THE TOP OF CONCRETE CYLINDERS.
 QR0626'
 QR0626'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AT
 QR0626'THE CENTER OF THE TOP OF BLOCKS OF CONCRETE.
 QR0626'
 QR0626'REFERENCE MARK NO. 1 IS SSE OF STATION, SET AT NW CORNER OF GARAGE
 QR0626'AT MR. KIENASTS HOUSE.
 QR0626'
 QR0626'REFERENCE MARK NO. 2 IS W BY N OF STATION, IN THE N-S SECTION
 QR0626'FENCE LINE.
 QR0626'
 QR0626'AZIMUTH MARK IS SE OF STATION.
 QR0626'
 QR0626'TO REACH AZIMUTH, GO E FROM MR. KIENASTS HOUSE 0.85 MILE TO MARK
 QR0626'ON N SIDE OF ROAD.  MARK IS ON NW SIDE OF A LARGE ROCK PILE
 QR0626'85 FEET N OF CENTER LINE OF ROAD.
 QR0626'
 QR0626'TO REACH STATION FROM RAILROAD STATION GAGE ON U.S. HIGHWAY 281
 QR0626'AND ABOUT 8 MILES N OF ABERDEEN, AND ABOUT 5 MILES S OF WESTPORT,
 QR0626'GO S ON U.S. HIGHWAY 281 FOR 1.9 MILES TO CROSSROADS AND SECTION
 QR0626'CORNER (SPECIAL TRANSMISSION LINE TOWER IN NW CORNER), TURN W ON
 QR0626'GRADED DIRT ROAD AND GO 11.7 MILES TO SQUARE WHITE HOUSE ON N
 QR0626'SIDE OF ROAD, HOME OF MR. O.C. KIENAST, SON OF MRS. MARY KIENAST
 QR0626'OF ABERDEEN, OWNER OF THE PROPERTY.
 QR0626'
 QR0626'OBSERVING PARTY TURNED N AT HOUSE AND WENT 0.25 MILE ACROSS FIELD
 QR0626'TO TOP OF KNOLL AND STATION.  MR. KIENAST SHOULD BE ASKED AS TO
 QR0626'WHERE ONE MAY CROSS FIELD TO STATION.
 QR0626'
 QR0626'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0626
 QR0626                          STATION RECOVERY (1969)
 QR0626
 QR0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QR0626'SITE FALLS IN CULTIVATED FIELD.  REFERENCE MARK 2 AND AZIMUTH
 QR0626'MARK RECOVERED BUT DIGGING FAILED TO UNCOVER STATION.
 QR0626'
 QR0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS ABOUT
 QR0626'5-1/4 MI SSE OF WETONKA
 QR0626
 QR0626                          STATION RECOVERY (1970)
 QR0626
 QR0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0626'STATION NOT FOUND.  REFERENCE MARK 2 IS O.K., AND REFERENCE
 QR0626'MARK 1 NOT FOUND.
 QR0626'
 QR0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 QR0626'ABOUT 5-1/4 MILE SSE OF WETONKA
 QR0626
 QR0626                          STATION RECOVERY (1971)
 QR0626
 QR0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QR0626'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 QR0626'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO. 1
 QR0626'AND NO. 2 ARE AT SUCH LONG DISTANCES FROM THE STATION, AND NOT
 QR0626'INTERVISIBLE, THAT REFERENCE MARK NO. 3 WAS SET AND THE
 QR0626'TRIANGLE WETONKA, R.M. 3, AND R.M. 2 WAS OBSERVED.  THE DISTANCES
 QR0626'TO R.M.S NO. 1 AND NO. 2 WERE NOT RE-MEASURED.  STATION TONKA
 QR0626'(USGS) 1970 WAS RECOVERED IN GOOD CONDITION AND A TRAVERSE
 QR0626'CONNECTION WAS MEASURED.
 QR0626'
 QR0626'A NEW DESCRIPTION FOLLOWS--
 QR0626'
 QR0626'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF ABERDEEN,
 QR0626'AND 5-1/4 MILES SOUTH-SOUTHEAST OF WETONKA, IN THE SW 1/4 OF
 QR0626'SEC. 13. T 124, RA. 66, ABOUT 0.25 MILE NORTH OF THE FARMSTEAD
 QR0626'OF MR. REUBEN SCHERBENSKE, PROPERTY OWNER, ON THE TOP OF A
 QR0626'PROMINENT KNOLL IN A CULTIVATED FIELD.
 QR0626'
 QR0626'THE STATION MARK IS A STANDARD DISK STAMPED WETONKA 1934, SET
 QR0626'IN A ROUND CONCRETE MONUMENT 9-INCHES BELOW GROUND SURFACE.
 QR0626'IT IS 35.5 FEET NORTH OF A STEEL WITNESS POST AND USGS SIGN.
 QR0626'
 QR0626'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WETONKA NO 1
 QR0626'1934, SET IN A ROUND CONCRETE MONUMENT 4-INCHES BELOW GROUND
 QR0626'SURFACE.  IT IS 83 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 QR0626'THE GARAGE ATTACHED TO THE EAST SIDE OF THE HOUSE, 48 FEET
 QR0626'EAST OF THE SOUTHEAST CORNER OF A METAL MACHINE SHED, AND
 QR0626'36 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 QR0626'
 QR0626'REFERENCE MARK NO. 2 IS 0.3 MILE NORTH OF THE EAST-WEST ROAD
 QR0626'LEADING TO THE FARMSTEAD.  IT IS A STANDARD DISK STAMPED WETONKA
 QR0626'NO 2 1934, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QR0626'4-INCHES.  IT IS 1.7 FEET EAST OF A NORTH-SOUTH FENCE AND
 QR0626'METAL WITNESS POST.
 QR0626'
 QR0626'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WETONKA
 QR0626'1934 NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QR0626'4-INCHES.  IT IS 3.0 FEET NORTH OF A METAL WITNESS POST, AND
 QR0626'1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 QR0626'
 QR0626'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 QR0626'WETONKA AZI 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH
 QR0626'PROJECTS 8-INCHES.  IT IS 199 FEET EAST OF A NORTH-SOUTH FENCE
 QR0626'ALONG A SECTION LINE, 94 FEET NORTH OF AN EAST-WEST TRACK
 QR0626'ROAD, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, IN THE
 QR0626'CENTER OF A SMALL PILE OF ROCKS, ON PROPERTY OF MR. LEROY KRAIG.
 QR0626'
 QR0626'THE U.S. GEOLOGICAL SURVEY MARK IS A STANDARD USGS STATION
 QR0626'DISK FASTENED TO A DRIVEN ROD, INSIDE A TERRA COTTA PIPE, AND
 QR0626'SET 1.0 FOOT BELOW THE GROUND SURFACE.  IT IS 1.5 FEET SOUTH
 QR0626'OF THE METAL WITNESS POST AND USGS SIGN.  THE DISK IS STAMPED
 QR0626'ET TONKA 1970.
 QR0626'
 QR0626'TO REACH THE STATION FROM THE POST OFFICE IN WETONKA, GO EAST
 QR0626'ON MAIN STREET FOR 0.1 MILE TO COUNTY ROAD 23, TURN RIGHT AND
 QR0626'GO SOUTH ON PAVED ROAD FOR 2.3 MILES TO WHERE THE PAVED
 QR0626'ROAD MAKES A LONG CURVE TO THE RIGHT AND A GRAVEL ROAD CONTINUES
 QR0626'STRAIGHT AHEAD, GO STRAIGHT AHEAD FOR 0.1 MILE TO A T ROAD,
 QR0626'TURN LEFT AND GO EAST 0.2 MILE, THENCE RIGHT, SOUTH 4.0 MILES
 QR0626'TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST 1.0 MILE TO A
 QR0626'GATE ON THE LEFT AND THE NORTH-SOUTH FENCE LINE ALONG WHICH
 QR0626'REFERENCE MARKS NO. 2 AND NO. 3 ARE LOCATED, CONTINUE EAST
 QR0626'ON THE GRADED ROAD FOR 0.35 MILE TO THE FARMSTEAD AND
 QR0626'REFERENCE MARK NO. 1 AS DESCRIBED.  TO REACH THE STATION FROM
 QR0626'THE HOUSE, GO NORTH ON TRACK ROAD THRU A TREE SHELTER BELT
 QR0626'AND BETWEEN FIELDS FOR 0.25 MILE, THENCE LEFT, WEST ACROSS
 QR0626'FIELD 0.15 MILE TO TOP OF HILL AND THE STATION.
 QR0626'
 QR0626'TO REACH THE AZIMUTH MARK FROM THE HOUSE, GO EAST ON A SECTION
 QR0626'LINE TRACK ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT
 QR0626'AS DESCRIBED.
 QR0626'
 QR0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/4 MILES
 QR0626'SSE OF WETONKA
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0631 ***********************************************************************
 QR0631  DESIGNATION -  WETONKA CATH CHURCH SPIRE
 QR0631  PID         -  QR0631
 QR0631  STATE/COUNTY-  SD/MCPHERSON
 QR0631  COUNTRY     -  US
 QR0631  USGS QUAD   -  WETONKA NORTH (2017)
 QR0631
 QR0631                         *CURRENT SURVEY CONTROL
 QR0631  ______________________________________________________________________
 QR0631* NAD 83(1996) POSITION- 45 37 34.34702(N) 098 46 16.28825(W)   ADJUSTED
 QR0631  ______________________________________________________________________
 QR0631  GEOID HEIGHT    -        -23.930 (meters)                     GEOID18
 QR0631  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 QR0631  HORZ ORDER      -  THIRD
 QR0631
 QR0631.The horizontal coordinates were established by classical geodetic methods
 QR0631.and adjusted by the National Geodetic Survey in January 1998.
 QR0631
 QR0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0631.GEOID18 height accuracy estimate available here.
 QR0631
 QR0631.Click photographs - Photos may exist for this station.
 QR0631
 QR0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0631
 QR0631. The following values were computed from the NAD 83(1996) position.
 QR0631
 QR0631;                    North         East     Units Scale Factor Converg.
 QR0631;SPC SD N     -   199,962.111   695,821.827   MT  0.99998947   +0 52 10.8
 QR0631;SPC SD N     -   656,042.36  2,282,875.44   sFT  0.99998947   +0 52 10.8
 QR0631;UTM  14      - 5,052,543.403   517,836.119   MT  0.99960391   +0 09 48.8
 QR0631
 QR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1783652543(NAD 83)
 QR0631
 QR0631                          SUPERSEDED SURVEY CONTROL
 QR0631
 QR0631  NAD 83(1986)-  45 37 34.36115(N)    098 46 16.27335(W) AD(       ) 3
 QR0631  NAD 27      -  45 37 34.44000(N)    098 46 14.91000(W) AD(       ) 3
 QR0631
 QR0631.Superseded values are not recommended for survey control.
 QR0631
 QR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0631.See file dsdata.pdf to determine how the superseded data were derived.
 QR0631
 QR0631_MARKER: 90 = CHURCH SPIRE
 QR0631
 QR0631  HISTORY     - Date     Condition        Report By
 QR0631  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0631
 QR0631                          STATION DESCRIPTION
 QR0631
 QR0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0631'POINT OBSERVED UPON IS TIP OF SPIRE OF CATHOLIC CHURCH, LOCATED
 QR0631'IN MIDDLE OF TOWN AND IS APPROXIMATELY 45 FEET HIGH, BUILT
 QR0631'IN 1903.
 QR0631'
 QR0631'STATION OBSERVED UPON FROM TRIANGULATION STATIONS CARL AND
 QR0631'ELM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0634 ***********************************************************************
 QR0634  DESIGNATION -  WETONKA MUNICIPAL TANK
 QR0634  PID         -  QR0634
 QR0634  STATE/COUNTY-  SD/MCPHERSON
 QR0634  COUNTRY     -  US
 QR0634  USGS QUAD   -  WETONKA SOUTH (2017)
 QR0634
 QR0634                         *CURRENT SURVEY CONTROL
 QR0634  ______________________________________________________________________
 QR0634* NAD 83(1996) POSITION- 45 37 27.46080(N) 098 46 07.86045(W)   ADJUSTED
 QR0634  ______________________________________________________________________
 QR0634  GEOID HEIGHT    -        -23.932 (meters)                     GEOID18
 QR0634  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 QR0634  HORZ ORDER      -  THIRD
 QR0634
 QR0634.The horizontal coordinates were established by classical geodetic methods
 QR0634.and adjusted by the National Geodetic Survey in January 1998.
 QR0634
 QR0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0634.GEOID18 height accuracy estimate available here.
 QR0634
 QR0634.Click photographs - Photos may exist for this station.
 QR0634
 QR0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0634
 QR0634. The following values were computed from the NAD 83(1996) position.
 QR0634
 QR0634;                    North         East     Units Scale Factor Converg.
 QR0634;SPC SD N     -   199,752.310   696,007.600   MT  0.99998914   +0 52 16.8
 QR0634;SPC SD N     -   655,354.04  2,283,484.93   sFT  0.99998914   +0 52 16.8
 QR0634;UTM  14      - 5,052,331.412   518,019.222   MT  0.99960399   +0 09 54.8
 QR0634
 QR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1801952331(NAD 83)
 QR0634
 QR0634                          SUPERSEDED SURVEY CONTROL
 QR0634
 QR0634  NAD 83(1986)-  45 37 27.47567(N)    098 46 07.84591(W) AD(       ) 3
 QR0634  NAD 27      -  45 37 27.56300(N)    098 46 06.47500(W) AD(       ) 3
 QR0634
 QR0634.Superseded values are not recommended for survey control.
 QR0634
 QR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0634.See file dsdata.pdf to determine how the superseded data were derived.
 QR0634
 QR0634_MARKER: 53 = ELEVATED TANK
 QR0634
 QR0634  HISTORY     - Date     Condition        Report By
 QR0634  HISTORY     - 1934     FIRST OBSERVED   CGS
 QR0634
 QR0634                          STATION DESCRIPTION
 QR0634
 QR0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0634'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL BLACK
 QR0634'WATER TANK OF WETONKA.  HEIGHT OF TANK IS ABOUT 130 FEET.
 QR0634'TANK IS LOCATED IN W PART OF TOWN.
 QR0634'
 QR0634'STATION WAS OBSERVED UPON FROM CORT, ORDWAY, WETONKA, ELM,
 QR0634'LINCOLN, AND CARL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0817 ***********************************************************************
 NN0817  DESIGNATION -  WEWELA
 NN0817  PID         -  NN0817
 NN0817  STATE/COUNTY-  SD/TRIPP
 NN0817  COUNTRY     -  US
 NN0817  USGS QUAD   -  MEADVILLE NE (2017)
 NN0817
 NN0817                         *CURRENT SURVEY CONTROL
 NN0817  ______________________________________________________________________
 NN0817* NAD 83(1996) POSITION- 42 59 59.37942(N) 099 49 04.36099(W)   ADJUSTED
 NN0817* NAVD 88 ORTHO HEIGHT -   734.    (meters)     2408.    (feet) SCALED
 NN0817  ______________________________________________________________________
 NN0817  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 NN0817  LAPLACE CORR    -         -5.86  (seconds)                    DEFLEC18
 NN0817  HORZ ORDER      -  FIRST
 NN0817
 NN0817.The horizontal coordinates were established by classical geodetic methods
 NN0817.and adjusted by the National Geodetic Survey in January 1998.
 NN0817
 NN0817.The orthometric height was scaled from a topographic map.
 NN0817
 NN0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0817.GEOID18 height accuracy estimate available here.
 NN0817
 NN0817.Click photographs - Photos may exist for this station.
 NN0817
 NN0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 NN0817
 NN0817. The following values were computed from the NAD 83(1996) position.
 NN0817
 NN0817;                    North         East     Units Scale Factor Converg.
 NN0817;SPC SD S     -    74,172.408   642,029.088   MT  0.99996474   +0 21 20.1
 NN0817;SPC SD S     -   243,347.31  2,106,390.43   sFT  0.99996474   +0 21 20.1
 NN0817;UTM  14      - 4,761,120.162   433,335.760   MT  0.99965467   -0 33 28.1
 NN0817
 NN0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0817!SPC SD S     -   0.99988863  x   0.99996474  =   0.99985338
 NN0817!UTM  14      -   0.99988863  x   0.99965467  =   0.99954334
 NN0817
 NN0817:                Primary Azimuth Mark                     Grid Az
 NN0817:SPC SD S     -  WEWELA AZ MK                             057 10 06.1
 NN0817:UTM  14      -  WEWELA AZ MK                             058 04 54.3
 NN0817
 NN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3333561120(NAD 83)
 NN0817
 NN0817|---------------------------------------------------------------------|
 NN0817| PID    Reference Object                     Distance      Geod. Az  |
 NN0817|                                                           dddmmss.s |
 NN0817| CO4840 WEWELA AZ MK                                       0573126.2 |
 NN0817| CO4841 WEWELA RM 1                          24.015 METERS 12835     |
 NN0817| CO4842 WEWELA RM 2                          22.620 METERS 19330     |
 NN0817|---------------------------------------------------------------------|
 NN0817
 NN0817                          SUPERSEDED SURVEY CONTROL
 NN0817
 NN0817  NAD 83(1995)-  42 59 59.37939(N)    099 49 04.36105(W) AD(       ) 1
 NN0817  NAD 83(1986)-  42 59 59.38545(N)    099 49 04.37236(W) AD(       ) 1
 NN0817  NAD 27      -  42 59 59.36800(N)    099 49 02.95300(W) AD(       ) 1
 NN0817
 NN0817.Superseded values are not recommended for survey control.
 NN0817
 NN0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0817.See file dsdata.pdf to determine how the superseded data were derived.
 NN0817
 NN0817_MARKER: DS = TRIANGULATION STATION DISK
 NN0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0817_STAMPING: WEWELA 1936
 NN0817_MARK LOGO: CGS
 NN0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0817+STABILITY: SURFACE MOTION
 NN0817
 NN0817  HISTORY     - Date     Condition        Report By
 NN0817  HISTORY     - 1936     MONUMENTED       CGS
 NN0817  HISTORY     - 1949     GOOD             CGS
 NN0817
 NN0817                          STATION DESCRIPTION
 NN0817
 NN0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NN0817'THE STATION IS ON A HIGH GRASSY BUTTE 2.3 MILES BY ROAD AND
 NN0817'2.1 MILES AIRLINE SOUTHWEST OF WEWELA, A SMALL TOWN ON U.S.
 NN0817'HIGHWAY 83, 6.2 MILES NORTH OF STATE LINE AND POST NO. 8-1/2,
 NN0817'ON LAND OWNED BY PAUL GIERAU OF WEWELA.  THE STATION IS ON THE
 NN0817'HIGHEST POINT OF THE BUTTE NEAR THE JUNCTION OF THE POINT
 NN0817'MAKING OUT NORTHWEST (SMALL DRAWS MAKE UP FROM THE NORTHEAST
 NN0817'AND THE NORTHWEST), CUT TO TOWN OF WEWELA NORTH 50 DEG EAST
 NN0817'(MAG.), 0.5 MILE DUE EAST OF RANCH HOUSE.  THE STATION IS A
 NN0817'STANDARD BRONZE DISK SET IN A SQUARE CONCRETE BLOCK.  IT
 NN0817'PROJECTS ABOUT 4 INCHES.
 NN0817'
 NN0817'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION ON THE EAST
 NN0817'SLOPE OF THE BUTTE.  IT PROJECTS ABOUT 4 INCHES.
 NN0817'
 NN0817'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION ALONG THE
 NN0817'TOP OF THE BUTTE.  IT PROJECTS ABOUT 4 INCHES.
 NN0817'
 NN0817'THE AZIMUTH MARK IS IN A NORTH-SOUTH FENCE LINE ABOUT 0.5 MILE
 NN0817'EAST OF THE STATION, ABOUT 0.2 MILE NORTH-NORTHEAST OF THE END
 NN0817'OF A BUTTE WITH AN OUTCROPPING ROCK, AND ABOUT 0.15 MILE NORTH
 NN0817'OF AN EAST-WEST FENCE.  IT PROJECTS ABOUT 4 INCHES.
 NN0817'
 NN0817'TO REACH THE STATION FROM THE TOWN OF WEWELA, GO WEST ON A
 NN0817'DIRT ROAD FROM THE CENTER OF THE TOWN FOR 0.25 MILE TO A T-ROAD,
 NN0817'TURN SOUTH (LEFT) AND GO 1.25 MILES TO A T-ROAD, TURN WEST
 NN0817'(RIGHT) AND GO 0.6 MILE TO A DESERTED HOUSE AND A GATE IN THE
 NN0817'FENCE ON THE RIGHT SIDE OF THE ROAD.  TURN RIGHT INTO GATE
 NN0817'AND CONTINUE IN A NORTHWESTERLY DIRECTION 0.5 MILE AROUND HILL
 NN0817'TO A WIRE GATE IN AN EAST-WEST FENCE.  GO THROUGH GATE AND
 NN0817'CONTINUE ALONG NORTH-SOUTH FENCE FOR 0.15 MILE TO AZIMUTH
 NN0817'MARK.  SWING AROUND WEST AND SOUTHWEST AND FOLLOW AROUND KNOLL
 NN0817'AND UP THE NORTHEAST SIDE OF THE BUTTE TO THE STATION, 0.5
 NN0817'MILE.
 NN0817'
 NN0817'SIGNALS SHOWN FROM THE GROUND AT MOORE AND BAMERLIN AND FROM
 NN0817'A 64-FOOT TOWER AT HEATH WERE VISIBLE FROM THE GROUND AT THIS
 NN0817'STATION.
 NN0817
 NN0817                          STATION RECOVERY (1949)
 NN0817
 NN0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0817'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 NN0817'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0817'
 NN0817'THE DISTANCE TO THE TOWN OF WEWELA FROM THE NEBRASKA-SOUTH
 NN0817'DAKOTA STATE LINE WAS FOUND TO BE IN ERROR.  THE LAND OWNER
 NN0817'IS NOW MR. TOM BOLES INSTEAD OF PAUL GIERAU WHO OWNED THE LAND
 NN0817'IN 1936.
 NN0817'
 NN0817'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NN0817'
 NN0817'THE STATION IS LOCATED ABOUT 2.1 MILES SOUTHWEST OF WEWELA
 NN0817'AND JUST NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE.  IT
 NN0817'IS ON THE HIGHEST POINT OF LARGE BUTTE, 0.5 MILE EAST OF RANCH
 NN0817'HOUSE AND 4 FEET SOUTH OF WITNESS POST.  IT IS STAMPED WEWELA
 NN0817'1936 AND PROJECTS 6 INCHES.
 NN0817'
 NN0817'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, NEAR THE EAST
 NN0817'EDGE OF THE BUTTE.  IT IS STAMPED WEWELA NO 1 1936 AND PROJECTS
 NN0817'4 INCHES.
 NN0817'
 NN0817'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, NEAR
 NN0817'THE WEST EDGE OF THE BUTTE.  IT IS STAMPED WEWELA NO 2 1936
 NN0817'AND PROJECTS 5 INCHES.
 NN0817'
 NN0817'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, IN THE EAST EDGE
 NN0817'OF A PASTURE AND 1 FOOT WEST OF FENCE LINE AND WITNESS POST.
 NN0817'IT IS STAMPED WEWELA 1936 AND PROJECTS 6 INCHES.
 NN0817'
 NN0817'TO REACH THE STATION FROM THE POST OFFICE IN WEWELA, GO WEST
 NN0817'ON GRADED ROAD FOR 0.25 MILE TO A T-ROAD, TURN LEFT AND GO
 NN0817'SOUTH ON TRACK ROAD FOR 1.15 MILE TO T-ROAD, TURN RIGHT AND
 NN0817'GO WEST ON TRACK ROAD FOR 0.9 MILE TO A GATE ON THE RIGHT ABOUT
 NN0817'75 YARDS WEST OF A STATE LINE BOUNDARY MONUMENT, TURN RIGHT
 NN0817'THROUGH GATE AND GO NORTH-NORTHWEST ACROSS PASTURE FOR 0.25
 NN0817'MILE TO GATE IN NORTH-SOUTH FENCE LINE, (THE AZIMUTH MARK IS
 NN0817'0.2 MILE NORTH OF GATE SET IN FENCE LINE AS DESCRIBED), GO
 NN0817'THROUGH GATE AND PICK WAY WESTERLY ACROSS PASTURE FOR 0.4
 NN0817'MILE TO TOP OF BUTTE AND STATION AS DESCRIBED.
 NN0817'
 NN0817'A 4 FOOT SIGNAL AT STATION BAMERLIN 1936 IS VISIBLE AT 4 FEET.
 NN0817'
 NN0817'A 4 FOOT SIGNAL AT STATION BURTON IS VISIBLE AT 4 FEET.
 NN0817'
 NN0817'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET.
 NN0817'
 NN0817'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET.
 NN0817'
 NN0817'A 4 FOOT SIGNAL AT STATION MOORE 1936 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0670 ***********************************************************************
 QR0670  DESIGNATION -  WHEAT ET
 QR0670  PID         -  QR0670
 QR0670  STATE/COUNTY-  SD/FAULK
 QR0670  COUNTRY     -  US
 QR0670  USGS QUAD   -  WECOTA (2017)
 QR0670
 QR0670                         *CURRENT SURVEY CONTROL
 QR0670  ______________________________________________________________________
 QR0670* NAD 83(1996) POSITION- 45 13 06.07311(N) 099 01 15.74457(W)   ADJUSTED
 QR0670* NAVD 88 ORTHO HEIGHT -   453.2   (meters)     1487.    (feet) VERTCON3
 QR0670  ______________________________________________________________________
 QR0670  GEOID HEIGHT    -        -23.763 (meters)                     GEOID18
 QR0670  LAPLACE CORR    -         -5.32  (seconds)                    DEFLEC18
 QR0670  HORZ ORDER      -  SECOND
 QR0670
 QR0670.The horizontal coordinates were established by classical geodetic methods
 QR0670.and adjusted by the National Geodetic Survey in January 1998.
 QR0670
 QR0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0670
 QR0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0670.GEOID18 height accuracy estimate available here.
 QR0670
 QR0670.Click photographs - Photos may exist for this station.
 QR0670
 QR0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0670
 QR0670. The following values were computed from the NAD 83(1996) position.
 QR0670
 QR0670;                    North         East     Units Scale Factor Converg.
 QR0670;SPC SD N     -   154,372.583   676,887.918   MT  0.99994336   +0 41 34.3
 QR0670;SPC SD N     -   506,470.72  2,220,756.44   sFT  0.99994336   +0 41 34.3
 QR0670;UTM  14      - 5,007,207.403   498,348.024   MT  0.99960003   -0 00 53.8
 QR0670
 QR0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0670!SPC SD N     -   0.99993267  x   0.99994336  =   0.99987604
 QR0670!UTM  14      -   0.99993267  x   0.99960003  =   0.99953273
 QR0670
 QR0670:                Primary Azimuth Mark                     Grid Az
 QR0670:SPC SD N     -  CRESBARD MUN WATER TANK                  132 58 06.4
 QR0670:UTM  14      -  CRESBARD MUN WATER TANK                  133 40 34.5
 QR0670
 QR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR9834807207(NAD 83)
 QR0670
 QR0670|---------------------------------------------------------------------|
 QR0670| PID    Reference Object                     Distance      Geod. Az  |
 QR0670|                                                           dddmmss.s |
 QR0670| QR0609 CRESBARD MUN WATER TANK             APPROX. 7.9 KM 1333940.7 |
 QR0670| CO7188 WHEAT ET RM 2                        16.823 METERS 18122     |
 QR0670| CO7187 WHEAT ET RM 1                        22.875 METERS 23515     |
 QR0670|---------------------------------------------------------------------|
 QR0670
 QR0670                          SUPERSEDED SURVEY CONTROL
 QR0670
 QR0670  NAD 83(1986)-  45 13 06.08792(N)    099 01 15.74362(W) AD(       ) 2
 QR0670  NAD 27      -  45 13 06.18770(N)    099 01 14.33960(W) AD(       ) 2
 QR0670  NGVD 29 (07/19/86)  452.9    (m)         1486.     (f) VERT ANG       
 QR0670
 QR0670.Superseded values are not recommended for survey control.
 QR0670
 QR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0670.See file dsdata.pdf to determine how the superseded data were derived.
 QR0670
 QR0670_MARKER: DD = SURVEY DISK
 QR0670_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0670+WITH SETTING: INFORMATION.
 QR0670_STAMPING: ET WHEAT 1970
 QR0670_MARK LOGO: USGS
 QR0670_PROJECTION: RECESSED 5 CENTIMETERS
 QR0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0670
 QR0670  HISTORY     - Date     Condition        Report By
 QR0670  HISTORY     - 1970     MONUMENTED       USGS
 QR0670
 QR0670                          STATION DESCRIPTION
 QR0670
 QR0670'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0670'THE STATION IS ABOUT 4.5 MI NW. OF CRESBARD, ABOUT 840 FT N. OF
 QR0670'THE COR. OF SECS. 9, 10, 15 AND 16, T. 120 N., R. 68 W.
 QR0670'
 QR0670'TO REACH THE STATION FROM THE POST OFFICE IN CRESBARD, GO N. 0.3
 QR0670'MI TO A T-RD. S., TURN LEFT (W.) FOR 0.5 MI TO CURVE N., CONTINUE
 QR0670'N. 1.0 MI TO A CURVE W., CONTINUE W. FOR 3.0 MI TO A CROSSROAD,
 QR0670'TURN RIGHT (N.) CONTINUE 2.15 MI TO THE STATION ON THE RIGHT
 QR0670'(E.) SIDE OF THE RD.
 QR0670'
 QR0670'STATION MARK, STAMPED ET WHEAT 1970 IS 30.5 FT E. OF ST. HWY. 45
 QR0670'94.0 FT NE. OF A METAL TELEPHONE BURIED CABLE SHEATH STANDING
 QR0670'ABOUT 5 FT ABOVE GROUND, AND 73.0 FT SW. OF A POWER TRANSMISSION
 QR0670'POLE, IT IS 2 IN. BELOW GROUND SURFACE AND 2.8 FT W. OF A
 QR0670'STANDARD WITNESS POST.
 QR0670'
 QR0670'REFERENCE MARK NO. 1 IS 45 FT W. OF THE CENTER OF THE HWY. AND
 QR0670'3.7 FT N. OF A POWER POLE.
 QR0670'
 QR0670'REFERENCE MARK NO. 2 IS 30 FT E. OF THE CENTER OF THE HWY. AND
 QR0670'102.4 FT SW. OF A POWER TRANSMISSION POLE.
 QR0670'
 QR0670'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0670'STEEL RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 QR0670'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 QR0670'
 QR0670'NO AZIMUTH MARK WAS SET.
 QR0670'
 QR0670'REFERENCE AZIMUTH USED - CRESBARD MWT.  POINT OBSERVED IS THE
 QR0670'FINIAL (ALSO LIGHT CENTERED ON FINIAL) ATOP THE CRESBARD MWT
 QR0670'LOCATED 0.8 MI N. OF THE JCT. OF ST. HWY. 20 AND THE
 QR0670'N.-S. RD. THROUGH CRESBARD, 0.05 MI N. OF THE CRESBARD POST
 QR0670'OFFICE.  IT IS A 4 LEG STEEL STRUCTURE ABOUT 100 FT HIGH AND
 QR0670'PAINTED SILVER EXCEPT THE TOP COVER WHICH IS PAINTED RED, T. 120
 QR0670'N., R. 67 W., ABOUT 0.25 MI S. OF THE QUARTER COR. BETWEEN
 QR0670'SECS. 30 AND 31.
 QR0670'
 QR0670'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0951 ***********************************************************************
 QS0951  DESIGNATION -  WHEATLAND
 QS0951  PID         -  QS0951
 QS0951  STATE/COUNTY-  SD/CORSON
 QS0951  COUNTRY     -  US
 QS0951  USGS QUAD   -  THUNDER HAWK (2017)
 QS0951
 QS0951                         *CURRENT SURVEY CONTROL
 QS0951  ______________________________________________________________________
 QS0951* NAD 83(1996) POSITION- 45 53 28.31648(N) 101 53 06.58764(W)   ADJUSTED
 QS0951* NAVD 88 ORTHO HEIGHT -   809.1   (meters)     2655.    (feet) VERTCON3
 QS0951  ______________________________________________________________________
 QS0951  GEOID HEIGHT    -        -19.536 (meters)                     GEOID18
 QS0951  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 QS0951  HORZ ORDER      -  SECOND
 QS0951
 QS0951.The horizontal coordinates were established by classical geodetic methods
 QS0951.and adjusted by the National Geodetic Survey in January 1998.
 QS0951
 QS0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0951
 QS0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0951.GEOID18 height accuracy estimate available here.
 QS0951
 QS0951.Click photographs - Photos may exist for this station.
 QS0951
 QS0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0951
 QS0951. The following values were computed from the NAD 83(1996) position.
 QS0951
 QS0951;                    North         East     Units Scale Factor Converg.
 QS0951;SPC SD N     -   230,391.846   453,689.458   MT  1.00004676   -1 20 03.1
 QS0951;SPC SD N     -   755,877.25  1,488,479.50   sFT  1.00004676   -1 20 03.1
 QS0951;UTM  14      - 5,086,007.370   276,160.491   MT  1.00021601   -2 04 20.9
 QS0951
 QS0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0951!SPC SD N     -   0.99987624  x   1.00004676  =   0.99992299
 QS0951!UTM  14      -   0.99987624  x   1.00021601  =   1.00009222
 QS0951
 QS0951:                Primary Azimuth Mark                     Grid Az
 QS0951:SPC SD N     -  WHEATLAND AZ MK                          091 13 56.4
 QS0951:UTM  14      -  WHEATLAND AZ MK                          091 58 14.2
 QS0951
 QS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR7616086007(NAD 83)
 QS0951
 QS0951|---------------------------------------------------------------------|
 QS0951| PID    Reference Object                     Distance      Geod. Az  |
 QS0951|                                                           dddmmss.s |
 QS0951| CQ8983 WHEATLAND AZ MK                                    0895353.3 |
 QS0951| CQ8984 WHEATLAND RM 1                       10.349 METERS 09105     |
 QS0951| CQ8985 WHEATLAND RM 2                       10.740 METERS 27101     |
 QS0951|---------------------------------------------------------------------|
 QS0951
 QS0951                          SUPERSEDED SURVEY CONTROL
 QS0951
 QS0951  NAD 83(1986)-  45 53 28.30807(N)    101 53 06.58464(W) AD(       ) 2
 QS0951  NAD 27      -  45 53 28.30100(N)    101 53 05.07800(W) AD(       ) 2
 QS0951  NGVD 29 (07/19/86)  808.6    (m)         2653.     (f) VERT ANG       
 QS0951
 QS0951.Superseded values are not recommended for survey control.
 QS0951
 QS0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0951.See file dsdata.pdf to determine how the superseded data were derived.
 QS0951
 QS0951_MARKER: DS = TRIANGULATION STATION DISK
 QS0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0951_STAMPING: WHEATLAND 1951
 QS0951_MARK LOGO: CGS
 QS0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0951+STABILITY: SURFACE MOTION
 QS0951
 QS0951  HISTORY     - Date     Condition        Report By
 QS0951  HISTORY     - 1951     MONUMENTED       CGS
 QS0951
 QS0951                          STATION DESCRIPTION
 QS0951
 QS0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0951'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF THE VILLAGE
 QS0951'OF THUNDER HAWK, ABOUT 80 YARDS EAST OF A FENCE CORNER, 32 FEET
 QS0951'NORTH OF THE CENTER OF A GRADED DIRT ROAD, AND 4 FEET SOUTH OF A
 QS0951'WIRE FENCE.
 QS0951'
 QS0951'TO REACH THE STATION FROM THUNDER HAWK, GO SOUTH FOR 0.4 MILE
 QS0951'TO U.S. HIGHWAY NO. 12.  THEN LEFT, EAST, ON NO. 12 FOR 2.3
 QS0951'MILES.  THEN RIGHT, SOUTH, ON A GRADED DIRT ROAD FOR 3.1 MILES.
 QS0951'THEN LEFT, EAST, ON A GRADED DIRT ROAD FOR 2.15 MILES TO THE
 QS0951'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 QS0951'FROM THE STATION, GO EAST FOR 0.2 MILE TO THE MARK ON THE LEFT
 QS0951'AS DESCRIBED.
 QS0951'
 QS0951'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QS0951'WHEATLAND 1951.
 QS0951'
 QS0951'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE
 QS0951'GRADED DIRT ROAD, AND 4 FEET SOUTH OF THE WIRE FENCE.  IT PROJECTS
 QS0951'4 INCHES, AND THE DISK IS STAMPED WHEATLAND NO 1 1951.
 QS0951'
 QS0951'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF THE ROAD,
 QS0951'AND 3 FEET SOUTH OF THE WIRE FENCE.  IT PROJECTS 4 INCHES, AND
 QS0951'THE DISK IS STAMPED WHEATLAND NO 2 1951.
 QS0951'
 QS0951'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE ROAD,
 QS0951'AND 3 FEET SOUTH OF THE WIRE FENCE.  IT PROJECTS 4 INCHES, AND
 QS0951'THE DISK IS STAMPED WHEATLAND 1951.
 QS0951'
 QS0951'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 QS0951'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0658 ***********************************************************************
 PS0658  DESIGNATION -  WHEATON CONG CHURCH FINIAL
 PS0658  PID         -  PS0658
 PS0658  STATE/COUNTY-  SD/HAND
 PS0658  COUNTRY     -  US
 PS0658  USGS QUAD   -  ROCKHAM SE (2017)
 PS0658
 PS0658                         *CURRENT SURVEY CONTROL
 PS0658  ______________________________________________________________________
 PS0658* NAD 83(1996) POSITION- 44 45 55.54658(N) 098 47 13.72279(W)   ADJUSTED
 PS0658  ______________________________________________________________________
 PS0658  GEOID HEIGHT    -        -24.367 (meters)                     GEOID18
 PS0658  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 PS0658  HORZ ORDER      -  THIRD
 PS0658
 PS0658.The horizontal coordinates were established by classical geodetic methods
 PS0658.and adjusted by the National Geodetic Survey in January 1998.
 PS0658
 PS0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0658.GEOID18 height accuracy estimate available here.
 PS0658
 PS0658.Click photographs - Photos may exist for this station.
 PS0658
 PS0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0658
 PS0658. The following values were computed from the NAD 83(1996) position.
 PS0658
 PS0658;                    North         East     Units Scale Factor Converg.
 PS0658;SPC SD N     -   104,295.634   696,010.899   MT  0.99995149   +0 51 30.2
 PS0658;SPC SD N     -   342,176.59  2,283,495.76   sFT  0.99995149   +0 51 30.2
 PS0658;UTM  14      - 4,956,915.174   516,844.523   MT  0.99960349   +0 08 59.6
 PS0658
 PS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1684456915(NAD 83)
 PS0658
 PS0658                          SUPERSEDED SURVEY CONTROL
 PS0658
 PS0658  NAD 83(1986)-  44 45 55.54529(N)    098 47 13.72511(W) AD(       ) 3
 PS0658  NAD 27      -  44 45 55.63300(N)    098 47 12.37000(W) AD(       ) 3
 PS0658
 PS0658.Superseded values are not recommended for survey control.
 PS0658
 PS0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0658.See file dsdata.pdf to determine how the superseded data were derived.
 PS0658
 PS0658_MARKER: 90 = CHURCH SPIRE
 PS0658
 PS0658  HISTORY     - Date     Condition        Report By
 PS0658  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0658  HISTORY     - 1935     GOOD             CGS
 PS0658
 PS0658                          STATION DESCRIPTION
 PS0658
 PS0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0658'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF WHEATON METHODIST
 PS0658'CHURCH, ABOUT 3.5 MILES NW OF BURDETTE.  HEIGHT APPROXIMATELY
 PS0658'40 FEET.
 PS0658'
 PS0658'STATION WAS OBSERVED UPON FROM GRAY AND LINN.
 PS0658
 PS0658                          STATION RECOVERY (1935)
 PS0658
 PS0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0658'THIS STATION IS THE BASE OF THE FINIAL ON THE SPIRE OF THE
 PS0658'WHEATON CONGREGATIONAL (NOT METHODIST) CHURCH.  THE CHURCH
 PS0658'IS A WHITE WOODEN BUILDING WITH A SQUARE WHITE WOODEN TOWER
 PS0658'AT THE S CENTER OVER THE ENTRANCE.  THE UPPER PART OF THE
 PS0658'TOWER IS AN OPEN BELFRY.  THE TOWER IS SURMOUNTED BY A SHORT,
 PS0658'OCTAGONAL, SHINGLE COVERED SPIRE WITH A SQUARE WOOD FINIAL AT
 PS0658'THE TIP.  THE BASE OF THE SPIRE IS SQUARE AND FLARED OUTWARD
 PS0658'FORMING EAVES ABOVE THE BELFRY.  THE SPIRE IS ABOUT 50 FEET
 PS0658'HIGH AND IS QUITE PROMINENT.
 PS0658'
 PS0658'THE CHURCH IS ABOUT 10 MILES SSE OF ROCKHAM AND ABOUT 15-1/2
 PS0658'MILES SW OF REDFIELD, AT THE NW CORNER OF STATE HIGHWAY 26
 PS0658'AND A N-S SECTION LINE ROAD.  THIS SPIRE IS 2 MILES N AND 1
 PS0658'MILE E OF A SIMILAR SPIRE ON THE ST. MICHAELS CATHOLIC CHURCH
 PS0658'(CATHOLIC 1934).
 PS0658'
 PS0658'THE STATION WAS OBSERVED UPON FROM BALD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0826 ***********************************************************************
 OR0826  DESIGNATION -  WHEEL
 OR0826  PID         -  OR0826
 OR0826  STATE/COUNTY-  SD/CHARLES MIX
 OR0826  COUNTRY     -  US
 OR0826  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0826
 OR0826                         *CURRENT SURVEY CONTROL
 OR0826  ______________________________________________________________________
 OR0826* NAD 83(1996) POSITION- 43 12 22.89714(N) 098 48 26.83294(W)   ADJUSTED
 OR0826* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 OR0826  ______________________________________________________________________
 OR0826  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OR0826  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 OR0826  HORZ ORDER      -  SECOND
 OR0826
 OR0826.The horizontal coordinates were established by classical geodetic methods
 OR0826.and adjusted by the National Geodetic Survey in January 1998.
 OR0826
 OR0826.The orthometric height was scaled from a topographic map.
 OR0826
 OR0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0826.GEOID18 height accuracy estimate available here.
 OR0826
 OR0826.Click photographs - Photos may exist for this station.
 OR0826
 OR0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0826
 OR0826. The following values were computed from the NAD 83(1996) position.
 OR0826
 OR0826;                    North         East     Units Scale Factor Converg.
 OR0826;SPC SD S     -    98,124.472   723,989.181   MT  0.99993258   +1 03 09.5
 OR0826;SPC SD S     -   321,930.04  2,375,287.84   sFT  0.99993258   +1 03 09.5
 OR0826;UTM  14      - 4,783,749.166   515,641.519   MT  0.99960301   +0 07 54.6
 OR0826
 OR0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0826!SPC SD S     -   0.99991486  x   0.99993258  =   0.99984744
 OR0826!UTM  14      -   0.99991486  x   0.99960301  =   0.99951790
 OR0826
 OR0826:                Primary Azimuth Mark                     Grid Az
 OR0826:SPC SD S     -  WHEEL AZ MK                              032 54 54.6
 OR0826:UTM  14      -  WHEEL AZ MK                              033 50 09.5
 OR0826
 OR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1564183749(NAD 83)
 OR0826
 OR0826|---------------------------------------------------------------------|
 OR0826| PID    Reference Object                     Distance      Geod. Az  |
 OR0826|                                                           dddmmss.s |
 OR0826| CO4843 WHEEL AZ MK                                        0335804.1 |
 OR0826| OR0819 GEDDES MUNICIPAL TANK               APPROX.10.3 KM 0602702.1 |
 OR0826| CO4844 WHEEL RM 1                                         13951     |
 OR0826| CO4845 WHEEL RM 2                                         24931     |
 OR0826|---------------------------------------------------------------------|
 OR0826
 OR0826                          SUPERSEDED SURVEY CONTROL
 OR0826
 OR0826  NAD 83(1995)-  43 12 22.89755(N)    098 48 26.83322(W) AD(       ) 2
 OR0826  NAD 83(1986)-  43 12 22.90483(N)    098 48 26.84398(W) AD(       ) 2
 OR0826  NAD 27      -  43 12 22.92900(N)    098 48 25.54400(W) AD(       ) 2
 OR0826
 OR0826.Superseded values are not recommended for survey control.
 OR0826
 OR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0826.See file dsdata.pdf to determine how the superseded data were derived.
 OR0826
 OR0826_MARKER: DS = TRIANGULATION STATION DISK
 OR0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0826_STAMPING: WHEEL 1948
 OR0826_MARK LOGO: CGS
 OR0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0826+STABILITY: SURFACE MOTION
 OR0826
 OR0826  HISTORY     - Date     Condition        Report By
 OR0826  HISTORY     - 1948     MONUMENTED       CGS
 OR0826  HISTORY     - 1973     GOOD             USAF
 OR0826
 OR0826                          STATION DESCRIPTION
 OR0826
 OR0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0826'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF GEDDES,
 OR0826'ON A PROMINENT HILL IN PASTURE LAND.  THE MARK PROJECTS 4
 OR0826'INCHES AND THE DISK IS STAMPED WHEEL 1948.
 OR0826'
 OR0826'REFERENCE MARK NO. 1 IS 36.55 FEET (SLOPE) SOUTHEAST OF THE
 OR0826'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OR0826'WHEEL NO 1 1948.
 OR0826'
 OR0826'REFERENCE MARK NO. 2 IS 31.66 FEET (SLOPE) SOUTHWEST OF THE
 OR0826'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OR0826'WHEEL NO 2 1948.
 OR0826'
 OR0826'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHEAST OF THE STATION,
 OR0826'28 FEET EAST OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTH OF
 OR0826'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 OR0826'STAMPED WHEEL 1948.
 OR0826'
 OR0826'TO REACH FROM THE POST OFFICE IN GEDDES, GO SOUTH ON MAIN STREET
 OR0826'0.15 MILE, TURN RIGHT 0.6 MILE TO HIGHWAY 50, TURN LEFT ON
 OR0826'HIGHWAY 50 2.65 MILES TO CROSSROADS, TURN RIGHT (WEST) ON
 OR0826'GRAVELED ROAD 4.85 MILES TO WHERE MAIN ROAD TURNS RIGHT TOWARD
 OR0826'FARMHOUSE, KEEP STRAIGHT AHEAD ON LITTLE USED ROAD 0.4 MILE TO
 OR0826'THE AZIMUTH MARK ON THE LEFT, CONTINUE ON 0.35 MILE TO THE POINT
 OR0826'WHERE THE ROAD TURNS BACK SOUTH AFTER MAKING A SHORT JOG TO THE
 OR0826'WEST.  HERE PASS THROUGH FENCE AND GO NORTHWEST 0.1 MILE TO
 OR0826'THE STATION AT THE TOP OF HILL.
 OR0826'
 OR0826'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OR0826
 OR0826                          STATION RECOVERY (1973)
 OR0826
 OR0826'RECOVERY NOTE BY US AIR FORCE 1973
 OR0826'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OR0826'
 OR0826'A COMPLETE DESCRIPTION FOLLOWS--
 OR0826'
 OR0826'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF GEDDES, ON A
 OR0826'PROMINENT HILL IN PASTURE LAND.  THE MARK PROJECTS 4 INCHES AND
 OR0826'THE DISK IS STAMPED WHEEL 1948.
 OR0826'
 OR0826'REFERENCE MARK NO. 1 IS 36.55 FEET (SLOPE) SOUTHEAST OF THE
 OR0826'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OR0826'WHEEL NO 1 1948.
 OR0826'
 OR0826'REFERENCE MARK NO. 2 IS 31.66 FEET (SLOPE) SOUTHWEST OF THE
 OR0826'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OR0826'WHEEL NO 2 1948.
 OR0826'
 OR0826'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHEAST OF THE STATION, 28
 OR0826'FEET EAST OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTH OF A
 OR0826'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 OR0826'STAMPED WHEEL 1948.
 OR0826'
 OR0826'TO REACH FROM THE POST OFFICE IN GEDDES, GO SOUTH ON MAIN
 OR0826'STREET 0.15 MILE, TURN RIGHT 0.6 MILE TO HIGHWAY 50, TURN LEFT
 OR0826'ON HIGHWAY 50 2.65 MILES TO CROSSROADS, TURN RIGHT (WEST) ON
 OR0826'GRAVELED ROAD 4.85 MILES TO WHERE MAIN ROAD TURNS RIGHT TOWARD
 OR0826'FARMHOUSE, FOLLOW MAIN ROAD 0.4 MI TO AZIMUTH MARK ON THE
 OR0826'LEFT, CONTINUE ON 0.35 MILE TO THE POINT WHERE THE ROAD TURNS
 OR0826'BACK SOUTH AFTER MAKING A SHORT JOG TO THE WEST.  HERE PASS
 OR0826'THROUGH FENCE AND GO NORTHWEST 0.1 MILE TO THE STATION AT THE
 OR0826'TOP OF HILL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0827 ***********************************************************************
 OR0827  DESIGNATION -  WHEELER
 OR0827  PID         -  OR0827
 OR0827  STATE/COUNTY-  SD/CHARLES MIX
 OR0827  COUNTRY     -  US
 OR0827  USGS QUAD   -  CAMPBELL CREEK (2017)
 OR0827
 OR0827                         *CURRENT SURVEY CONTROL
 OR0827  ______________________________________________________________________
 OR0827* NAD 83(1996) POSITION- 43 12 22.89786(N) 098 48 27.00340(W)   ADJUSTED
 OR0827* NAVD 88 ORTHO HEIGHT -   569.    (meters)     1867.    (feet) SCALED
 OR0827  ______________________________________________________________________
 OR0827  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OR0827  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 OR0827  HORZ ORDER      -  SECOND
 OR0827
 OR0827.The horizontal coordinates were established by classical geodetic methods
 OR0827.and adjusted by the National Geodetic Survey in January 1998.
 OR0827
 OR0827.The orthometric height was scaled from a topographic map.
 OR0827
 OR0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0827.GEOID18 height accuracy estimate available here.
 OR0827
 OR0827.Click photographs - Photos may exist for this station.
 OR0827
 OR0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0827
 OR0827. The following values were computed from the NAD 83(1996) position.
 OR0827
 OR0827;                    North         East     Units Scale Factor Converg.
 OR0827;SPC SD S     -    98,124.423   723,985.333   MT  0.99993258   +1 03 09.4
 OR0827;SPC SD S     -   321,929.88  2,375,275.21   sFT  0.99993258   +1 03 09.4
 OR0827;UTM  14      - 4,783,749.180   515,637.672   MT  0.99960301   +0 07 54.4
 OR0827
 OR0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0827!SPC SD S     -   0.99991486  x   0.99993258  =   0.99984744
 OR0827!UTM  14      -   0.99991486  x   0.99960301  =   0.99951790
 OR0827
 OR0827:                Primary Azimuth Mark                     Grid Az
 OR0827:SPC SD S     -  MULE HEAD                                279 07 09.3
 OR0827:UTM  14      -  MULE HEAD                                280 02 24.3
 OR0827
 OR0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1563783749(NAD 83)
 OR0827
 OR0827|---------------------------------------------------------------------|
 OR0827| PID    Reference Object                     Distance      Geod. Az  |
 OR0827|                                                           dddmmss.s |
 OR0827| OR0832 MULE HEAD                           APPROX.10.5 KM 2801018.7 |
 OR0827|---------------------------------------------------------------------|
 OR0827
 OR0827                          SUPERSEDED SURVEY CONTROL
 OR0827
 OR0827  NAD 83(1995)-  43 12 22.89823(N)    098 48 27.00363(W) AD(       ) 2
 OR0827  NAD 83(1986)-  43 12 22.90564(N)    098 48 27.01452(W) AD(       ) 2
 OR0827  NAD 27      -  43 12 22.92900(N)    098 48 25.71100(W) AD(       ) 2
 OR0827  MORC        -  43 12 20.63000(N)    098 48 26.42000(W) AD(       ) 3
 OR0827
 OR0827.Superseded values are not recommended for survey control.
 OR0827
 OR0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0827.See file dsdata.pdf to determine how the superseded data were derived.
 OR0827
 OR0827_MARKER: Z = SEE DESCRIPTION
 OR0827_SETTING: 0 = UNSPECIFIED SETTING
 OR0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0827
 OR0827  HISTORY     - Date     Condition        Report By
 OR0827  HISTORY     - 1889     MONUMENTED       MORC
 OR0827
 OR0827                          STATION DESCRIPTION
 OR0827
 OR0827'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 OR0827'WHEELER IS ON LEFT BANK, 4-1/2 MILES NORTHEAST FROM WHEELER,
 OR0827'S. DAK., AND FIVE-EIGHTS MILE EAST FROM CAMPBELL CREEK, ON A KNOB
 OR0827'OF A PROJECTING SPUR OF PLATEAU.  THERE IS HIGHER LAND 1-1/2
 OR0827'MILES NORTHWEST ACROSS CREEK, AND A PROMINENT CONE-SHAPED HILL
 OR0827'ONEHALF MILE SOUTH, WHICH IS NEARLY AS HIGH AS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0891 ***********************************************************************
 OR0891  DESIGNATION -  WHETSTONE
 OR0891  PID         -  OR0891
 OR0891  STATE/COUNTY-  SD/GREGORY
 OR0891  COUNTRY     -  US
 OR0891  USGS QUAD   -  HERRICK NE (2017)
 OR0891
 OR0891                         *CURRENT SURVEY CONTROL
 OR0891  ______________________________________________________________________
 OR0891* NAD 83(1996) POSITION- 43 13 04.65779(N) 099 04 20.42295(W)   ADJUSTED
 OR0891* NAVD 88 ORTHO HEIGHT -   641.    (meters)     2103.    (feet) SCALED
 OR0891  ______________________________________________________________________
 OR0891  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 OR0891  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 OR0891  HORZ ORDER      -  FIRST
 OR0891
 OR0891.The horizontal coordinates were established by classical geodetic methods
 OR0891.and adjusted by the National Geodetic Survey in January 1998.
 OR0891
 OR0891.The orthometric height was scaled from a topographic map.
 OR0891
 OR0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0891.GEOID18 height accuracy estimate available here.
 OR0891
 OR0891.Click photographs - Photos may exist for this station.
 OR0891
 OR0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0891
 OR0891. The following values were computed from the NAD 83(1996) position.
 OR0891
 OR0891;                    North         East     Units Scale Factor Converg.
 OR0891;SPC SD S     -    99,051.863   702,447.459   MT  0.99993115   +0 52 11.6
 OR0891;SPC SD S     -   324,972.65  2,304,613.04   sFT  0.99993115   +0 52 11.6
 OR0891;UTM  14      - 4,785,021.941   494,124.594   MT  0.99960042   -0 02 58.3
 OR0891
 OR0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0891!SPC SD S     -   0.99990353  x   0.99993115  =   0.99983468
 OR0891!UTM  14      -   0.99990353  x   0.99960042  =   0.99950399
 OR0891
 OR0891:                Primary Azimuth Mark                     Grid Az
 OR0891:SPC SD S     -  WHETSTONE AZ MK                          285 18 50.2
 OR0891:UTM  14      -  WHETSTONE AZ MK                          286 14 00.1
 OR0891
 OR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9412485021(NAD 83)
 OR0891
 OR0891|---------------------------------------------------------------------|
 OR0891| PID    Reference Object                     Distance      Geod. Az  |
 OR0891|                                                           dddmmss.s |
 OR0891| CO4055 WHETSTONE RM 1                       13.828 METERS 02145     |
 OR0891| CO4056 WHETSTONE RM 2                       16.372 METERS 12059     |
 OR0891| OR0894 HERRICK MUNICIPAL TANK              APPROX.14.9 KM 2185929.3 |
 OR0891| OR0895 BURKE MUNICIPAL TANK                APPROX.18.4 KM 2565402.9 |
 OR0891| CO4054 WHETSTONE AZ MK                                    2861101.8 |
 OR0891|---------------------------------------------------------------------|
 OR0891
 OR0891                          SUPERSEDED SURVEY CONTROL
 OR0891
 OR0891  NAD 83(1995)-  43 13 04.65785(N)    099 04 20.42395(W) AD(       ) 1
 OR0891  NAD 83(1986)-  43 13 04.66360(N)    099 04 20.43198(W) AD(       ) 1
 OR0891  NAD 27      -  43 13 04.66900(N)    099 04 19.09600(W) AD(       ) 1
 OR0891
 OR0891.Superseded values are not recommended for survey control.
 OR0891
 OR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0891.See file dsdata.pdf to determine how the superseded data were derived.
 OR0891
 OR0891_MARKER: DS = TRIANGULATION STATION DISK
 OR0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0891_STAMPING: WHETSTONE 1936
 OR0891_MARK LOGO: CGS
 OR0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0891+STABILITY: SURFACE MOTION
 OR0891
 OR0891  HISTORY     - Date     Condition        Report By
 OR0891  HISTORY     - 1936     MONUMENTED       CGS
 OR0891  HISTORY     - 1945     GOOD             CGS
 OR0891  HISTORY     - 1948     GOOD             CGS
 OR0891
 OR0891                          STATION DESCRIPTION
 OR0891
 OR0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0891'STATION IS 13.0 MILES EAST-NORTHEAST OF BURKE, 10 MILES NORTH
 OR0891'OF ST. CHARLES, AT THE HIGHEST POINT OF A PASTURE RIDGE ON
 OR0891'PROPERTY WHICH WAS OWNED BY A MR. WILLIAMS, BUT RECENTLY SOLD
 OR0891'(OWNER UNKNOWN) ON THE NORTH SIDE OF A PUBLIC ROAD BETWEEN LUCAS
 OR0891'AND BONESTEEL.
 OR0891'
 OR0891'TO REACH FROM BURKE, 1 BLOCK EAST OF COURTHOUSE, TAKE MAIN
 OR0891'ROAD NORTH FOR 5.0 MILES, TURN EAST, GO 6.5 MILES TO CROSSROADS,
 OR0891'TURN SOUTH AND GO SOUTH AND EAST FOR 3.0 MILES, TURN RIGHT
 OR0891'(SOUTH) AND GO 0.5 MILE, TURN LEFT (EAST) GO 1.2 MILES TO ROAD
 OR0891'FORKS, TAKE LEFT FORK AND GO 0.6 MILE TO GATE AT TOP OF HILL,
 OR0891'TURN RIGHT THROUGH GATE (SOUTH) GO 0.85 MILE TO PASTURE GATE,
 OR0891'CONTINUE EAST THROUGH GATE 0.3 MILE TO FORK IN ROAD, TAKE
 OR0891'RIGHT FORK AND GO 0.1 MILE TO TOP OF GRADE AND STATION ON LEFT
 OR0891'(NORTH), 37 FEET NORTH OF CENTERLINE OF ROAD.  MARK PROJECTS
 OR0891'ABOUT 3 INCHES.
 OR0891'
 OR0891'REFERENCE MARK NO. 1 IS NORTH OF STATION, MARK PROJECTS
 OR0891'ABOUT 4 INCHES.
 OR0891'
 OR0891'REFERENCE MARK NO. 2 IS EAST OF STATION, 9 PACES NORTH OF
 OR0891'CENTERLINE OF EAST-AND-WEST ROAD.  MARK PROJECTS ABOUT 4 INCHES.
 OR0891'
 OR0891'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF STATION AT
 OR0891'GATE ENTERING PASTURE, ABOUT 0.3 MILE EAST-SOUTHEAST OF
 OR0891'HOUSE, AND 6 PACES SOUTH OF CENTERLINE OF GATE.  MARK IS SET
 OR0891'AT INTERSECTION OF FENCE LINES, AND PROJECTS ABOUT 4 INCHES.
 OR0891'
 OR0891'ALL LIGHTS ARE VISIBLE FROM GROUND.
 OR0891'
 OR0891'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 OR0891'AS DESCRIBED.
 OR0891
 OR0891                          STATION RECOVERY (1945)
 OR0891
 OR0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0891'THE STATION WAS RECOVERED AS DESCRIBED IN 1936 AND ALL MARKS
 OR0891'WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OR0891'
 OR0891'THE STATION IS LOCATED ABOUT 12 MILES ENE OF THE VILLAGE OF BURKE
 OR0891'AND 12 MILES NNW OF THE VILLAGE OF BONESTEEL, ON A HIGH RIDGE
 OR0891'IN PASTURE LAND.  IT IS 38 FEET N OF A FARM ROAD AND 7 FEET
 OR0891'N OF A STANDARD WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 OR0891'THE DISK IS STAMPED WHETSTONE 1936.
 OR0891'
 OR0891'REFERENCE MARK 1 IS 13.828 METERS (45.37 FEET) N OF THE
 OR0891'STATION.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 OR0891'WHETSTONE NO 1 1936.
 OR0891'
 OR0891'REFERENCE MARK 2 IS 16.372 METERS (53.72 FEET) E OF THE
 OR0891'STATION AND 25 FEET N OF A FARM ROAD.  THE MARK PROJECTS 10
 OR0891'INCHES AND THE DISK IS STAMPED WHETSTONE NO 2 1936.
 OR0891'
 OR0891'THE AZIMUTH MARK IS 0.4 MILE W OF THE STATION, 0.2 MILE SE
 OR0891'OF AN OLD ABANDONED 2-STORY UNPAINTED FARMHOUSE, 20 FEET W
 OR0891'OF A WIRE GATE INTO PASTURE LAND, 2-1/2 FEET E OF A STANDARD
 OR0891'WITNESS POST, AND 1-1/2 FEET S OF A FENCE.  THE MARK PROJECTS
 OR0891'8 INCHES AND THE DISK IS STAMPED WHETSTONE 1936.
 OR0891'
 OR0891'TO REACH THE STATION FROM THE GREGORY COURTHOUSE IN THE VILLAGE
 OR0891'OF BURKE, GO E FROM THE NE CORNER OF THE COURTHOUSE SQUARE
 OR0891'FOR 1 BLOCK, THEN TURN N ON A GRAVELED ROAD, GO N AND E FOR
 OR0891'5.0 MILES TO A CROSSROAD, THENCE TURN RIGHT AND GO E FOR 6.5
 OR0891'MILES TO ANOTHER CROSSROAD, TURN RIGHT AND GO 3.0 MILES TO
 OR0891'ANOTHER CROSSROAD, THENCE TURN RIGHT AND GO 0.5 MILE TO A
 OR0891'T-ROAD LEFT, TURN LEFT AND GO 1.9 MILES TO THE SUMMIT OF A
 OR0891'KNOLL.  (AT THIS POINT THERE IS AN OLD ABANDONED 2-STORY
 OR0891'FARMHOUSE 0.5 MILE TO THE SE.  WHAT WAS A FARM DRIVE TO THE
 OR0891'OLD HOUSE IS NOW UNDER CULTIVATION.) AFTER REACHING THE OLD
 OR0891'ABANDONED FARMHOUSE, GO E 0.2 MILE ALONG THE N SIDE OF A
 OR0891'WIRE FENCE TO A WIRE GATE INTO PASTURE LAND AND THE AZIMUTH
 OR0891'MARK ON THE RIGHT AS DESCRIBED.  PASS THROUGH WIRE GATE AND
 OR0891'GO E ON A FARM ROAD FOR 0.4 MILE TO THE SUMMIT OF THE RIDGE
 OR0891'AND THE STATION ON THE LEFT AS DESCRIBED.
 OR0891'
 OR0891'OBSERVATIONS MADE FROM A FOUR-FOOT WOOD STAND.
 OR0891
 OR0891                          STATION RECOVERY (1948)
 OR0891
 OR0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0891'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OR0891'IN GOOD CONDITION.  A MORE DIRECT ROUTE TO THE STATION WAS
 OR0891'USED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 OR0891'
 OR0891'THE STATION IS LOCATED ABOUT 13 MILES EAST-NORTHEAST OF BURKE,
 OR0891'10 MILES NORTH OF ST. CHARLES ON HIGH RIDGE IN PASTURE LAND.
 OR0891'IT IS 35 FEET NORTH OF A DIM TRACK ROAD AND 7 FEET NORTH OF A
 OR0891'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISC
 OR0891'IS STAMPED WHETSTONE 1936.  THE STATION
 OR0891'
 OR0891'REFERENCE MARK NO. 1 IS 45.37 FEET NORTH OF THE STATION.  THE
 OR0891'MARK PROJECTS 5 INCHES AND THE DISC IS STAMPED WHETSTONE NO
 OR0891'1 1936.
 OR0891'
 OR0891'REFERENCE MARK NO. 2 IS 53.72 FEET EAST OF THE STATION AND
 OR0891'25 FEET NORTH OF A DIM TRACK ROAD.  THE MARK PROJECTS 10 INCHES
 OR0891'AND THE DISC IS STAMPED WHETSTONE NO 2 1936.
 OR0891'
 OR0891'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF THE STATION.
 OR0891'IT IS 20 FEET WEST OF A WIRE GATE, AND 2-1/2 FEET SOUTH OF
 OR0891'FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISC IS STAMPED
 OR0891'WHETSTONE 1936.
 OR0891'
 OR0891'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ST. CHARLES,
 OR0891'GO NORTHWESTERLY ON U.S. HIGHWAY 18 FOR 8.9 MILES TO CROSS
 OR0891'ROADS.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD NORTHERLY
 OR0891'FOR 10.8 MILES TO T-ROAD RIGHT ABOUT 1/4 MILE SOUTHWEST OF
 OR0891'A WHITE FARM HOUSE.  TURN RIGHT AND GO EASTERLY ON T-ROAD
 OR0891'1.9 MILES TO TWO GATES ON THE RIGHT.  TURN RIGHT THROUGH EAST
 OR0891'GATE AND FOLLOW TRACK ROAD SOUTHEASTERLY FOR 0.6 MILE TO SOUTH
 OR0891'EDGE OF FIELD.  CONTINUE EASTERLY FOR 0.2 MILE TO GATE AND
 OR0891'AZIMUTH MARK ON RIGHT AS DESCRIBED.  PASS THROUGH GATE AND
 OR0891'FOLLOW TRACK ROAD EASTERLY FOR 0.45 MILE TO HIGHEST POINT
 OR0891'AND STATION ON LEFT AS DESCRIBED.
 OR0891'
 OR0891'OBSERVATIONS MADE FROM A 4 FOOT WOOD STAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0199 ***********************************************************************
 OR0199  DESIGNATION -  WHETSTONE AZ MK
 OR0199  PID         -  OR0199
 OR0199  STATE/COUNTY-  SD/GREGORY
 OR0199  COUNTRY     -  US
 OR0199  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0199
 OR0199                         *CURRENT SURVEY CONTROL
 OR0199  ______________________________________________________________________
 OR0199* NAD 83(1986) POSITION- 43 06 12.     (N) 098 50 03.     (W)   SCALED
 OR0199* NAVD 88 ORTHO HEIGHT -   579.883 (meters)     1902.50  (feet) ADJUSTED
 OR0199  ______________________________________________________________________
 OR0199  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 OR0199  DYNAMIC HEIGHT  -        579.672 (meters)     1901.81  (feet) COMP
 OR0199  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 OR0199
 OR0199  VERT ORDER      -  FIRST     CLASS II
 OR0199
 OR0199.The horizontal coordinates were scaled from a map and have
 OR0199.an estimated accuracy of +/- 6 seconds.
 OR0199
 OR0199.The orthometric height was determined by differential leveling and
 OR0199.adjusted by the NATIONAL GEODETIC SURVEY
 OR0199.in June 1991.
 OR0199
 OR0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0199.GEOID18 height accuracy estimate available here.
 OR0199
 OR0199.Click photographs - Photos may exist for this station.
 OR0199
 OR0199.The dynamic height is computed by dividing the NAVD 88
 OR0199.geopotential number by the normal gravity value computed on the
 OR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0199.degrees latitude (g = 980.6199 gals.).
 OR0199
 OR0199.The modeled gravity was interpolated from observed gravity values.
 OR0199
 OR0199;                    North         East    Units  Estimated Accuracy
 OR0199;SPC SD S     -    86,640.      722,030.      MT  (+/- 180 meters Scaled)
 OR0199
 OR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN134723(NAD 83)
 OR0199
 OR0199                          SUPERSEDED SURVEY CONTROL
 OR0199
 OR0199  NGVD 29 (??/??/92)  579.558  (m)         1901.43   (f) ADJ UNCH    1 2
 OR0199
 OR0199.Superseded values are not recommended for survey control.
 OR0199
 OR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0199.See file dsdata.pdf to determine how the superseded data were derived.
 OR0199
 OR0199_MARKER: DZ = AZIMUTH MARK DISK
 OR0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0199_STAMPING: WHETSTONE MRC 1945
 OR0199_MARK LOGO: CGS
 OR0199_PROJECTION: FLUSH
 OR0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0199+STABILITY: SURFACE MOTION
 OR0199
 OR0199  HISTORY     - Date     Condition        Report By
 OR0199  HISTORY     - 1945     MONUMENTED       CGS
 OR0199  HISTORY     - 1949     GOOD             CGS
 OR0199  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0199
 OR0199                          STATION DESCRIPTION
 OR0199
 OR0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0199'8.1 MI NE FROM BONESTEEL.
 OR0199'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0199'BONESTEEL, THENCE 7.8 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0199'ON THE INSIDE OF A CURVE WITH TANGENTS LEADING WEST AND NORTH,
 OR0199'97 FEET NORTH OF THE NORTHEAST CORNER OF A SCHOOL BUILDING
 OR0199'(BENCH MARK G 36 IS LOCATED IN THE NORTHWEST CORNER OF THE
 OR0199'SCHOOLYARD), 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OR0199'77 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF
 OR0199'THE HIGHWAY AND A DIRT ROAD LEADING SOUTH, 63 FEET WEST OF A
 OR0199'CORNER FENCE POST, 0.6 FOOT SOUTH OF A FENCE, 1 FOOT EAST OF A
 OR0199'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 OR0199'THE GROUND.
 OR0199
 OR0199                          STATION RECOVERY (2013)
 OR0199
 OR0199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0201 ***********************************************************************
 OR0201  DESIGNATION -  WHETSTONE RESET
 OR0201  PID         -  OR0201
 OR0201  STATE/COUNTY-  SD/GREGORY
 OR0201  COUNTRY     -  US
 OR0201  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0201
 OR0201                         *CURRENT SURVEY CONTROL
 OR0201  ______________________________________________________________________
 OR0201* NAD 83(1996) POSITION- 43 06 38.15147(N) 098 50 04.89923(W)   ADJUSTED
 OR0201* NAVD 88 ORTHO HEIGHT -   586.444 (meters)     1924.03  (feet) ADJUSTED
 OR0201  ______________________________________________________________________
 OR0201  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 OR0201  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 OR0201  DYNAMIC HEIGHT  -        586.232 (meters)     1923.33  (feet) COMP
 OR0201  MODELED GRAVITY -    980,241.7   (mgal)                       NAVD 88
 OR0201
 OR0201  HORZ ORDER      -  SECOND
 OR0201  VERT ORDER      -  FIRST     CLASS II
 OR0201
 OR0201.The horizontal coordinates were established by classical geodetic methods
 OR0201.and adjusted by the National Geodetic Survey in January 1998.
 OR0201
 OR0201.The orthometric height was determined by differential leveling and
 OR0201.adjusted by the NATIONAL GEODETIC SURVEY
 OR0201.in June 1991.
 OR0201
 OR0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0201.GEOID18 height accuracy estimate available here.
 OR0201
 OR0201.Click photographs - Photos may exist for this station.
 OR0201
 OR0201.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0201
 OR0201.The dynamic height is computed by dividing the NAVD 88
 OR0201.geopotential number by the normal gravity value computed on the
 OR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0201.degrees latitude (g = 980.6199 gals.).
 OR0201
 OR0201.The modeled gravity was interpolated from observed gravity values.
 OR0201
 OR0201. The following values were computed from the NAD 83(1996) position.
 OR0201
 OR0201;                    North         East     Units Scale Factor Converg.
 OR0201;SPC SD S     -    87,447.715   721,967.861   MT  0.99994589   +1 02 01.8
 OR0201;SPC SD S     -   286,901.38  2,368,656.22   sFT  0.99994589   +1 02 01.8
 OR0201;UTM  14      - 4,773,109.853   513,449.611   MT  0.99960223   +0 06 46.7
 OR0201
 OR0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0201!SPC SD S     -   0.99991215  x   0.99994589  =   0.99985804
 OR0201!UTM  14      -   0.99991215  x   0.99960223  =   0.99951441
 OR0201
 OR0201:                Primary Azimuth Mark                     Grid Az
 OR0201:SPC SD S     -  WHETSTONE AZ MK                          176 19 07.8
 OR0201:UTM  14      -  WHETSTONE AZ MK                          177 14 22.9
 OR0201
 OR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1344973109(NAD 83)
 OR0201
 OR0201|---------------------------------------------------------------------|
 OR0201| PID    Reference Object                     Distance      Geod. Az  |
 OR0201|                                                           dddmmss.s |
 OR0201| OR0819 GEDDES MUNICIPAL TANK               APPROX.19.3 KM 0352602.6 |
 OR0201| OR0200 WHETSTONE RM 1                       13.100 METERS 15141     |
 OR0201| OR0199 WHETSTONE AZ MK                                    1772109.6 |
 OR0201| OR0828 FAIRFAX MUNICIPAL TANK              APPROX. 9.9 KM 2084554.3 |
 OR0201| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.10.1 KM 2481739.9 |
 OR0201| OR0203 WHETSTONE RM 2                        5.492 METERS 28208     |
 OR0201|---------------------------------------------------------------------|
 OR0201
 OR0201                          SUPERSEDED SURVEY CONTROL
 OR0201
 OR0201  NAD 83(1995)-  43 06 38.15161(N)    098 50 04.89943(W) AD(       ) 2
 OR0201  NAD 83(1986)-  43 06 38.15940(N)    098 50 04.90862(W) AD(       ) 2
 OR0201  NAD 27      -  43 06 38.18400(N)    098 50 03.59600(W) AD(       ) 2
 OR0201  MORC        -  43 06 35.91000(N)    098 50 04.30000(W) AD(       ) 3
 OR0201  NGVD 29 (??/??/92)  586.12   (m)         1923.0    (f) COMPUTED    1 2
 OR0201
 OR0201.Superseded values are not recommended for survey control.
 OR0201
 OR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0201.See file dsdata.pdf to determine how the superseded data were derived.
 OR0201
 OR0201_MARKER: P = PIPE CAP
 OR0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0201_MARK LOGO: MORC
 OR0201_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0201+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0201
 OR0201  HISTORY     - Date     Condition        Report By
 OR0201  HISTORY     - 1889     MONUMENTED       MORC
 OR0201  HISTORY     - 1948     GOOD             CGS
 OR0201  HISTORY     - 1949     GOOD             CGS
 OR0201  HISTORY     - 1973     GOOD             USAF
 OR0201  HISTORY     - 20130125 GOOD             INDIV
 OR0201
 OR0201                          STATION DESCRIPTION
 OR0201
 OR0201'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (JCP)
 OR0201'THE STATION IS LOCATED ABOUT 6 MILES ENE OF THE VILLAGE OF
 OR0201'BONESTEEL AND 16 MILES W OF THE VILLAGE OF LAKE ANDES ON A HIGH
 OR0201'PROMINENT HILL OVERLOOKING THE MISSOURI RIVER TO THE N AND E.
 OR0201'IT IS 0.1 MILE W OF U.S. HIGHWAY 18 AND 9 FEET S OF A STANDARD
 OR0201'WITNESS POST.  THE STATION IS A 5-INCH PIPE WITH A CAST-IRON
 OR0201'CAP ON WHICH IS CAST MISSOURI RIVER COMMISSION.  ON THE CAP IS
 OR0201'A SMALL RAISED TRIANGLE WITH A SMALL HOLE IN THE CENTER AND THE
 OR0201'PIPE PROJECTS 12 INCHES.  SINCE THE PIPE WAS IN A LEANING
 OR0201'POSITION IT WAS REMOVED AND SET IN AN UPRIGHT POSITION DIRECTLY
 OR0201'OVER THE SUBSURFACE MARK AND IS NOW EMBEDDED IN CONCRETE.  THE
 OR0201'SUBSURFACE MARK IS A SQUARE 18-INCH LIMESTONE BLOCK WITH A
 OR0201'SMALL CHISELED TRIANGLE NEAR THE CENTER OF THE BLOCK.  IT IS
 OR0201'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.
 OR0201'
 OR0201'REFERENCE MARK 1 IS 42.98 FEET S OF THE STATION AND ABOUT 4
 OR0201'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 OR0201'REFERENCE DISK SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK,
 OR0201'STAMPED WHETSTONE M R C NO 1 1945, AND PROJECTS ABOUT 6 INCHES.
 OR0201'
 OR0201'REFERENCE MARK 2 IS 18.02 FEET W OF THE STATION AND ABOUT 2
 OR0201'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 OR0201'REFERENCE DISK SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK,
 OR0201'STAMPED WHETSTONE M R C NO 2 1945, AND IS FLUSH WITH THE GROUND.
 OR0201'THE ROCK IS ABOUT 3 FEET LONG AND 2 FEET WIDE.
 OR0201'
 OR0201'THE AZIMUTH MARK IS 0.6 MILE S OF THE STATION AND DIRECTLY N
 OR0201'ACROSS THE HIGHWAY FROM A COUNTRY SCHOOLHOUSE PAINTED WHITE.
 OR0201'IT IS 26 FEET N OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY
 OR0201'18, 2 FEET W OF A STANDARD WITNESS POST, AND 6 INCHES S OF AN E-W
 OR0201'FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 OR0201'POST, STAMPED WHETSTONE M R C 1945, AND PROJECTS 3 INCHES.
 OR0201'
 OR0201'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD JUST N OF
 OR0201'BONESTEEL AND U.S. HIGHWAY 18, GO E ON HIGHWAY 18 FOR 3.0 MILES
 OR0201'TO THE JUNCTION OF U.S. HIGHWAY 281, TURN LEFT ON HIGHWAYS
 OR0201'281 AND 18 AND GO N AND E FOR 4.9 MILES TO A COUNTRY SCHOOLHOUSE
 OR0201'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OR0201'CONTINUE ON E AND N ON U.S. HIGHWAYS 281 AND 18 FOR 0.6 MILE
 OR0201'TO A GRADED DIRT T-ROAD LEFT, TURN LEFT AND GO 0.1 MILE, THENCE
 OR0201'BACK PACK IN A S DIRECTION FOR ABOUT 60 YARDS TO THE SUMMIT OF
 OR0201'THE HILL AND STATION AS DESCRIBED.
 OR0201'
 OR0201'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 OR0201
 OR0201                          STATION RECOVERY (1948)
 OR0201
 OR0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0201'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945 AND ALL
 OR0201'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO THE REFERENCE
 OR0201'MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 OR0201'
 OR0201'THE 1945 DESCRIPTION IS ADEQUATE.
 OR0201
 OR0201                          STATION RECOVERY (1949)
 OR0201
 OR0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0201'8.6 MI NE FROM BONESTEEL.
 OR0201'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0201'BONESTEEL, THENCE 8.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0201'ON THE TOP OF A KNOLL AT THE NORTH END OF A RIDGE, 492.0 FEET
 OR0201'WEST OF THE CENTER LINE OF THE HIGHWAY, 225.0 FEET SOUTH OF THE
 OR0201'CENTER LINE OF A DIRT ROAD LEADING WEST FROM THE HIGHWAY AND
 OR0201'CURVING TO THE NORTHWEST, 43.5 FEET NORTH OF REFERENCE MARK
 OR0201'NO. 1, 17.3 FEET EAST OF REFERENCE MARK NO. 2, 9.0 FEET SOUTH
 OR0201'OF A REFERENCE POST.  THE TOP OF A MISSOURI RIVER COMMISSION
 OR0201'IRON CAP SET ON TOP OF A 4-INCH IRON PIPE AND PROJECTING 1.0 FOOT
 OR0201'ABOVE THE GROUND.
 OR0201
 OR0201                          STATION RECOVERY (1973)
 OR0201
 OR0201'RECOVERY NOTE BY US AIR FORCE 1973
 OR0201'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE FOUND TO BE
 OR0201'IN GOOD CONDITION.
 OR0201'
 OR0201'A COMPLETE DESCRIPTION FOLLOWS--
 OR0201'
 OR0201'FROM THE JUNCTION OF 18-281-50 PROCEED SOUTH AND WEST ALONG
 OR0201'HIGHWAY 18 FOR 32.1 MILES TO A GRAVEL ROAD RIGHT LEADING EAST.
 OR0201'TURN ONTO THE GRAVEL ROAD AND CONTINUE EAST FOR 1.2 MILES TO A
 OR0201'TEE INTERSECTION.  TURN LEFT AND FOLLOW A TWISTING GRAVEL ROAD
 OR0201'FOR 5.15 MILES TO AN OLD ABANDONED SCHOOL ON THE RIGHT.  FOLLOW
 OR0201'ROAD TO THE LEFT, AROUND THE CURVE, FOR 0.6 MILES TO A DIRT TEE
 OR0201'ROAD LEFT, TURN LEFT AND GO 0.1 MILE, THENCE WALK APPROXIMATELY
 OR0201'60 YARDS TO SOUTH TO THE SUMMIT OF A HILL AND THE STATION.
 OR0201'
 OR0201'ALTERNATE ROUTE--FROM THE POST OFFICE IN BONESTEEL.  FROM THE
 OR0201'POST OFFICE IN BONESTEEL GO SOUTH ON MAIN STREET FOR 0.35 MILES
 OR0201'TO HIGHWAY 18.  TURN LEFT ONTO HIGHWAY AND PROCEED FOR 0.90
 OR0201'MILES TO A POINT WHERE THE HIGHWAY TURNS RIGHT AND A GRAVEL ROAD
 OR0201'CONTINUES STRAIGHT.  TAKE THE GRAVEL ROAD STRAIGHT FOR 1.2 MILES
 OR0201'TO A TEE INTERSECTION.  TURN LEFT AND FOLLOW A TWISTING GRAVEL
 OR0201'ROAD FOR 5.15 MILES TO AN OLD ABANDON SCHOOL ON THE RIGHT.
 OR0201'FOLLOW ROAD TO THE LEFT, AROUND THE CURVE, FOR 0.6 MILES TO A
 OR0201'DIRT TEE ROAD LEFT, TURN LEFT AND GO 0.1 MILE, THENCE WALK
 OR0201'APPROXIMATELY 60 YARDS SOUTH TO THE SUMMIT OF A HILL AND THE
 OR0201'STATION.
 OR0201
 OR0201                          STATION RECOVERY (2013)
 OR0201
 OR0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0200 ***********************************************************************
 OR0200  DESIGNATION -  WHETSTONE RM 1
 OR0200  PID         -  OR0200
 OR0200  STATE/COUNTY-  SD/GREGORY
 OR0200  COUNTRY     -  US
 OR0200  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0200
 OR0200                         *CURRENT SURVEY CONTROL
 OR0200  ______________________________________________________________________
 OR0200* NAD 83(1986) POSITION- 43 06 37.78   (N) 098 50 04.62   (W)   HD_HELD1
 OR0200* NAVD 88 ORTHO HEIGHT -   585.407 (meters)     1920.62  (feet) ADJUSTED
 OR0200  ______________________________________________________________________
 OR0200  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0200  DYNAMIC HEIGHT  -        585.197 (meters)     1919.93  (feet) COMP
 OR0200  MODELED GRAVITY -    980,241.8   (mgal)                       NAVD 88
 OR0200
 OR0200  VERT ORDER      -  FIRST     CLASS II
 OR0200
 OR0200.The horizontal coordinates were determined by differentially corrected
 OR0200.hand held GPS observations or other comparable positioning techniques
 OR0200.and have an estimated accuracy of +/- 3 meters.
 OR0200
 OR0200.The orthometric height was determined by differential leveling and
 OR0200.adjusted by the NATIONAL GEODETIC SURVEY
 OR0200.in June 1991.
 OR0200
 OR0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0200.GEOID18 height accuracy estimate available here.
 OR0200
 OR0200.Click photographs - Photos may exist for this station.
 OR0200
 OR0200.The dynamic height is computed by dividing the NAVD 88
 OR0200.geopotential number by the normal gravity value computed on the
 OR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0200.degrees latitude (g = 980.6199 gals.).
 OR0200
 OR0200.The modeled gravity was interpolated from observed gravity values.
 OR0200
 OR0200;                    North         East    Units  Estimated Accuracy
 OR0200;SPC SD S     -    87,436.4     721,974.4     MT  (+/- 3 meters HH1 GPS) 
 OR0200
 OR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1345573098(NAD 83)
 OR0200
 OR0200                          SUPERSEDED SURVEY CONTROL
 OR0200
 OR0200  NGVD 29 (??/??/92)  585.083  (m)         1919.56   (f) ADJ UNCH    1 2
 OR0200
 OR0200.Superseded values are not recommended for survey control.
 OR0200
 OR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0200.See file dsdata.pdf to determine how the superseded data were derived.
 OR0200
 OR0200_MARKER: DR = REFERENCE MARK DISK
 OR0200_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OR0200_SP_SET: UNSPECIFIED ROCK
 OR0200_STAMPING: WHETSTONE MRC 1945 NO 1
 OR0200_MARK LOGO: CGS
 OR0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0200+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0200
 OR0200  HISTORY     - Date     Condition        Report By
 OR0200  HISTORY     - 1945     MONUMENTED       CGS
 OR0200  HISTORY     - 1949     GOOD             CGS
 OR0200  HISTORY     - 20130125 GOOD             INDIV
 OR0200
 OR0200                          STATION DESCRIPTION
 OR0200
 OR0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0200'8.6 MI NE FROM BONESTEEL.
 OR0200'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0200'BONESTEEL, THENCE 8.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0200'ON THE TOP OF A KNOLL AT THE NORTH END OF A RIDGE, 492.0 FEET
 OR0200'WEST OF THE CENTER LINE OF THE HIGHWAY, 272.0 FEET SOUTH OF
 OR0200'THE CENTER LINE OF A DIRT ROAD LEADING WEST FROM THE HIGHWAY
 OR0200'AND CURVING TO THE NORTHWEST, 43.5 FEET SOUTH OF TRIANGULATION
 OR0200'STATION WHETSTONE MRC, 56.2 FEET SOUTH-SOUTHEAST OF REFERENCE
 OR0200'MARK NO. 2, SET IN THE TOP OF A ROCK AND ABOUT LEVEL WITH THE
 OR0200'GROUND.
 OR0200
 OR0200                          STATION RECOVERY (2013)
 OR0200
 OR0200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0203 ***********************************************************************
 OR0203  DESIGNATION -  WHETSTONE RM 2
 OR0203  PID         -  OR0203
 OR0203  STATE/COUNTY-  SD/GREGORY
 OR0203  COUNTRY     -  US
 OR0203  USGS QUAD   -  SOUTH SCALP CREEK (2017)
 OR0203
 OR0203                         *CURRENT SURVEY CONTROL
 OR0203  ______________________________________________________________________
 OR0203* NAD 83(1986) POSITION- 43 06 38.19   (N) 098 50 05.14   (W)   HD_HELD1
 OR0203* NAVD 88 ORTHO HEIGHT -   585.734 (meters)     1921.70  (feet) ADJUSTED
 OR0203  ______________________________________________________________________
 OR0203  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 OR0203  DYNAMIC HEIGHT  -        585.523 (meters)     1921.00  (feet) COMP
 OR0203  MODELED GRAVITY -    980,241.8   (mgal)                       NAVD 88
 OR0203
 OR0203  VERT ORDER      -  FIRST     CLASS II
 OR0203
 OR0203.The horizontal coordinates were determined by differentially corrected
 OR0203.hand held GPS observations or other comparable positioning techniques
 OR0203.and have an estimated accuracy of +/- 3 meters.
 OR0203
 OR0203.The orthometric height was determined by differential leveling and
 OR0203.adjusted by the NATIONAL GEODETIC SURVEY
 OR0203.in June 1991.
 OR0203
 OR0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0203.GEOID18 height accuracy estimate available here.
 OR0203
 OR0203.Click photographs - Photos may exist for this station.
 OR0203
 OR0203.The dynamic height is computed by dividing the NAVD 88
 OR0203.geopotential number by the normal gravity value computed on the
 OR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0203.degrees latitude (g = 980.6199 gals.).
 OR0203
 OR0203.The modeled gravity was interpolated from observed gravity values.
 OR0203
 OR0203;                    North         East    Units  Estimated Accuracy
 OR0203;SPC SD S     -    87,448.8     721,962.4     MT  (+/- 3 meters HH1 GPS) 
 OR0203
 OR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1344473111(NAD 83)
 OR0203
 OR0203                          SUPERSEDED SURVEY CONTROL
 OR0203
 OR0203  NGVD 29 (??/??/92)  585.410  (m)         1920.63   (f) ADJ UNCH    1 2
 OR0203
 OR0203.Superseded values are not recommended for survey control.
 OR0203
 OR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0203.See file dsdata.pdf to determine how the superseded data were derived.
 OR0203
 OR0203_MARKER: DR = REFERENCE MARK DISK
 OR0203_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OR0203_SP_SET: UNSPECIFIED ROCK
 OR0203_STAMPING: WHETSTONE MRC 1945 NO 2
 OR0203_MARK LOGO: CGS
 OR0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0203+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 OR0203
 OR0203  HISTORY     - Date     Condition        Report By
 OR0203  HISTORY     - 1945     MONUMENTED       MORC
 OR0203  HISTORY     - 1949     GOOD             CGS
 OR0203  HISTORY     - 20130125 GOOD             INDIV
 OR0203
 OR0203                          STATION DESCRIPTION
 OR0203
 OR0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0203'8.6 MI NE FROM BONESTEEL.
 OR0203'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0203'BONESTEEL, THENCE 8.3 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 18,
 OR0203'ON THE TOP OF A KNOLL AT THE NORTH END OF A RIDGE, 509.0 FEET
 OR0203'WEST OF THE CENTER LINE OF THE HIGHWAY, 229.0 FEET SOUTH OF THE
 OR0203'CENTER LINE OF A DIRT ROAD LEADING WEST FROM THE HIGHWAY AND
 OR0203'CURVING TO THE NORTHWEST, 17.3 FEET WEST OF TRIANGULATION
 OR0203'STATION WHETSTONE MRC, 56.2 FEET NORTH-NORTHWEST OF REFERENCE
 OR0203'MARK NO. 1, SET IN THE TOP OF A ROCK AND ABOUT LEVEL WITH THE
 OR0203'GROUND.
 OR0203
 OR0203                          STATION RECOVERY (2013)
 OR0203
 OR0203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0914 ***********************************************************************
 PT0914  DESIGNATION -  WHISLER
 PT0914  PID         -  PT0914
 PT0914  STATE/COUNTY-  SD/STANLEY
 PT0914  COUNTRY     -  US
 PT0914  USGS QUAD   -  MIDLAND NW (2017)
 PT0914
 PT0914                         *CURRENT SURVEY CONTROL
 PT0914  ______________________________________________________________________
 PT0914* NAD 83(1996) POSITION- 44 13 49.04764(N) 101 07 36.99228(W)   ADJUSTED
 PT0914* NAVD 88 ORTHO HEIGHT -   679.262 (meters)     2228.55  (feet) ADJUSTED
 PT0914  ______________________________________________________________________
 PT0914  GEOID HEIGHT    -        -22.603 (meters)                     GEOID18
 PT0914  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 PT0914  DYNAMIC HEIGHT  -        679.081 (meters)     2227.95  (feet) COMP
 PT0914  MODELED GRAVITY -    980,330.9   (mgal)                       NAVD 88
 PT0914
 PT0914  HORZ ORDER      -  SECOND
 PT0914  VERT ORDER      -  FIRST     CLASS II
 PT0914
 PT0914.The horizontal coordinates were established by classical geodetic methods
 PT0914.and adjusted by the National Geodetic Survey in January 1998.
 PT0914
 PT0914.The orthometric height was determined by differential leveling and
 PT0914.adjusted by the NATIONAL GEODETIC SURVEY
 PT0914.in June 1991.
 PT0914
 PT0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0914.GEOID18 height accuracy estimate available here.
 PT0914
 PT0914.Click photographs - Photos may exist for this station.
 PT0914
 PT0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT0914
 PT0914.The dynamic height is computed by dividing the NAVD 88
 PT0914.geopotential number by the normal gravity value computed on the
 PT0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0914.degrees latitude (g = 980.6199 gals.).
 PT0914
 PT0914.The modeled gravity was interpolated from observed gravity values.
 PT0914
 PT0914. The following values were computed from the NAD 83(1996) position.
 PT0914
 PT0914;                    North         East     Units Scale Factor Converg.
 PT0914;SPC SD S     -   211,045.092   536,597.620   MT  0.99996389   -0 32 50.9
 PT0914;SPC SD S     -   692,403.77  1,760,487.36   sFT  0.99996389   -0 32 50.9
 PT0914;UTM  14      - 4,899,651.070   330,134.151   MT  0.99995488   -1 29 02.4
 PT0914
 PT0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT0914!SPC SD S     -   0.99989705  x   0.99996389  =   0.99986094
 PT0914!UTM  14      -   0.99989705  x   0.99995488  =   0.99985193
 PT0914
 PT0914:                Primary Azimuth Mark                     Grid Az
 PT0914:SPC SD S     -  WHISLER AZ MK                            184 41 13.1
 PT0914:UTM  14      -  WHISLER AZ MK                            185 37 24.6
 PT0914
 PT0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP3013499651(NAD 83)
 PT0914
 PT0914|---------------------------------------------------------------------|
 PT0914| PID    Reference Object                     Distance      Geod. Az  |
 PT0914|                                                           dddmmss.s |
 PT0914| PT0913 WHISLER AZ MK                                      1840822.2 |
 PT0914| CQ4389 WHISLER RM 1                         19.556 METERS 22408     |
 PT0914| CQ4390 WHISLER RM 2                         21.093 METERS 31944     |
 PT0914|---------------------------------------------------------------------|
 PT0914
 PT0914                          SUPERSEDED SURVEY CONTROL
 PT0914
 PT0914  NAD 83(1986)-  44 13 49.04154(N)    101 07 36.99494(W) AD(       ) 2
 PT0914  NAD 27      -  44 13 49.09700(N)    101 07 35.48600(W) AD(       ) 2
 PT0914
 PT0914.Superseded values are not recommended for survey control.
 PT0914
 PT0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0914.See file dsdata.pdf to determine how the superseded data were derived.
 PT0914
 PT0914_MARKER: DS = TRIANGULATION STATION DISK
 PT0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0914_STAMPING: WHISLER 1952
 PT0914_MARK LOGO: CGS
 PT0914_PROJECTION: RECESSED 25 CENTIMETERS
 PT0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0914+STABILITY: SURFACE MOTION
 PT0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0914+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0914
 PT0914  HISTORY     - Date     Condition        Report By
 PT0914  HISTORY     - 1952     MONUMENTED       CGS
 PT0914  HISTORY     - 1985     GOOD             NGS
 PT0914  HISTORY     - 20120605 GOOD             INDIV
 PT0914
 PT0914                          STATION DESCRIPTION
 PT0914
 PT0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT0914'THE STATION IS IN SECTION 9, T 3 N, R 25 E, ABOUT 11 MILES
 PT0914'NORTH AND 1-1/2 MILES EAST OF MIDLAND, 9-3/4 MILES SOUTH AND
 PT0914'5-1/4 MILES WEST OF HAYES, 80 FEET EAST OF THE CENTER OF
 PT0914'U.S. HIGHWAY 14, 49 FEET EAST-NORTHEAST OF THE CENTER OF A
 PT0914'WIRE GATE, 44.5 FEET EAST OF A FENCE LINE AND ON LAND OWNED BY
 PT0914'MRS. IRENE WHISLER.
 PT0914'
 PT0914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PT0914'A CROSS ROAD, ONE BLOCK EAST OF THE BANK BUILDING IN MIDLAND,
 PT0914'GO EAST AND NORTH ON U.S. HIGHWAY 14 FOR 7.2 MILES TO THE
 PT0914'COUNTY LINE, CONTINUE NORTHERLY ON THE HIGHWAY FOR 4.05 MILES
 PT0914'TO A CROSS ROAD AND THE AZIMUTH MARK AS DESCRIBED BELOW,
 PT0914'CONTINUE NORTHERLY ON THE HIGHWAY FOR 0.3 MILE TO A GATE ON
 PT0914'THE RIGHT AND THE STATION AS DESCRIBED.
 PT0914'
 PT0914'THE STATION MARK IS 12-INCHES UNDER THE SURFACE OF THE GROUND
 PT0914'AND THE DISK IS STAMPED WHISLER 1952.
 PT0914'
 PT0914'REFERENCE MARK 1 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY
 PT0914'AND 6 INCHES EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 PT0914'AND THE DISK IS STAMPED WHISLER NO 1 1952.
 PT0914'
 PT0914'REFERENCE MARK 2 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY
 PT0914'AND 6 INCHES EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 PT0914'AND THE DISK IS STAMPED WHISLER NO 2 1952.
 PT0914'
 PT0914'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 PT0914'31 FEET WEST OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTHEAST
 PT0914'OF A FENCE CORNER, AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 PT0914'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED WHISLER
 PT0914'1952.
 PT0914'
 PT0914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT0914
 PT0914                          STATION RECOVERY (1985)
 PT0914
 PT0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0914'19.1 KM (11.85 MI) NORTH FROM MIDLAND.
 PT0914'19.08 KM (11.86 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0914'FROM THEIR JUNCTION AT MIDLAND, IN TOP OF THE NORTH END OF A SUMMIT,
 PT0914'11.16 KM (0.72 MI) SOUTH OF THE JUNCTION OF A GRAVEL ROAD, 0.46 KM
 PT0914'(0.29 MI) NORTH OF THE JUNCTION OF A GRAVEL ROAD, 0.36 KM (0.22 MI)
 PT0914'NORTH OF MILEPOST 180, 70.1 METERS (230 FT) EAST OF THE HIGHWAY
 PT0914'CENTERLINE, 24.4 METERS (80 FT) EAST OF THE OLD HIGHWAY BED,
 PT0914'21.1 METERS (69.2 FT) SOUTHEAST OF RM 2, 19.6 METERS (64.2 FT)
 PT0914'NORTHEAST OF RM 1, 14.9 METERS (49 FT) EAST-NORTHEAST OF THE CENTER OF
 PT0914'A WIRE GATE AND 13.6 METERS (44.5 FT) EAST OF A FENCE.
 PT0914'THE MARK IS 13.4 METERS  E FROM  A WITNESS POST
 PT0914'THE MARK IS 1.0 M ABOVE THE OLD HIGHWAY BED.
 PT0914
 PT0914                          STATION RECOVERY (2012)
 PT0914
 PT0914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0913 ***********************************************************************
 PT0913  DESIGNATION -  WHISLER AZ MK
 PT0913  PID         -  PT0913
 PT0913  STATE/COUNTY-  SD/STANLEY
 PT0913  COUNTRY     -  US
 PT0913  USGS QUAD   -  MIDLAND NW (2017)
 PT0913
 PT0913                         *CURRENT SURVEY CONTROL
 PT0913  ______________________________________________________________________
 PT0913* NAD 83(1986) POSITION- 44 13 33.     (N) 101 07 40.     (W)   SCALED
 PT0913* NAVD 88 ORTHO HEIGHT -   674.441 (meters)     2212.73  (feet) ADJUSTED
 PT0913  ______________________________________________________________________
 PT0913  GEOID HEIGHT    -        -22.609 (meters)                     GEOID18
 PT0913  DYNAMIC HEIGHT  -        674.262 (meters)     2212.14  (feet) COMP
 PT0913  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 PT0913
 PT0913  VERT ORDER      -  FIRST     CLASS II
 PT0913
 PT0913.The horizontal coordinates were scaled from a map and have
 PT0913.an estimated accuracy of +/- 6 seconds.
 PT0913
 PT0913.The orthometric height was determined by differential leveling and
 PT0913.adjusted by the NATIONAL GEODETIC SURVEY
 PT0913.in June 1991.
 PT0913
 PT0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0913.GEOID18 height accuracy estimate available here.
 PT0913
 PT0913.Click photographs - Photos may exist for this station.
 PT0913
 PT0913.The dynamic height is computed by dividing the NAVD 88
 PT0913.geopotential number by the normal gravity value computed on the
 PT0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0913.degrees latitude (g = 980.6199 gals.).
 PT0913
 PT0913.The modeled gravity was interpolated from observed gravity values.
 PT0913
 PT0913;                    North         East    Units  Estimated Accuracy
 PT0913;SPC SD S     -   210,550.      536,530.      MT  (+/- 180 meters Scaled)
 PT0913
 PT0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP300991(NAD 83)
 PT0913
 PT0913                          SUPERSEDED SURVEY CONTROL
 PT0913
 PT0913.No superseded survey control is available for this station.
 PT0913
 PT0913_MARKER: DZ = AZIMUTH MARK DISK
 PT0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0913_STAMPING: WHISLER 1952
 PT0913_MARK LOGO: CGS
 PT0913_PROJECTION: FLUSH
 PT0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0913+STABILITY: SURFACE MOTION
 PT0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0913+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 PT0913
 PT0913  HISTORY     - Date     Condition        Report By
 PT0913  HISTORY     - 1952     MONUMENTED       CGS
 PT0913  HISTORY     - 1985     GOOD             NGS
 PT0913  HISTORY     - 20120605 GOOD             INDIV
 PT0913
 PT0913                          STATION DESCRIPTION
 PT0913
 PT0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0913'18.6 KM (11.55 MI) NORTH FROM MIDLAND.
 PT0913'18.62 KM (11.57 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0913'FROM THEIR JUNCTION AT MIDLAND, IN THE SOUTHEAST CORNER OF THE
 PT0913'JUNCTION OF A GRAVEL ROAD, 0.10 KM (0.06 MI) SOUTH OF MILEPOST 180,
 PT0913'36.3 METERS (119 FT) EAST OF THE HIGHWAY CENTERLINE, 11.0 METERS (36
 PT0913'FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 9.4 METERS (31 FT) WEST
 PT0913'OF THE CENTER OF THE OLD HIGHWAY BED.
 PT0913'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0913'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PT0913
 PT0913                          STATION RECOVERY (2012)
 PT0913
 PT0913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0154 ***********************************************************************
 PU0154  DESIGNATION -  WHITE
 PU0154  PID         -  PU0154
 PU0154  STATE/COUNTY-  SD/MEADE
 PU0154  COUNTRY     -  US
 PU0154  USGS QUAD   -  WHITE OWL (2017)
 PU0154
 PU0154                         *CURRENT SURVEY CONTROL
 PU0154  ______________________________________________________________________
 PU0154* NAD 83(1996) POSITION- 44 36 31.05555(N) 102 23 40.08514(W)   ADJUSTED
 PU0154* NAVD 88 ORTHO HEIGHT -   872.429 (meters)     2862.29  (feet) ADJUSTED
 PU0154  ______________________________________________________________________
 PU0154  GEOID HEIGHT    -        -18.845 (meters)                     GEOID18
 PU0154  LAPLACE CORR    -         -7.01  (seconds)                    DEFLEC18
 PU0154  DYNAMIC HEIGHT  -        872.205 (meters)     2861.56  (feet) COMP
 PU0154  MODELED GRAVITY -    980,331.6   (mgal)                       NAVD 88
 PU0154
 PU0154  HORZ ORDER      -  SECOND
 PU0154  VERT ORDER      -  FIRST     CLASS II
 PU0154
 PU0154.The horizontal coordinates were established by classical geodetic methods
 PU0154.and adjusted by the National Geodetic Survey in January 1998.
 PU0154
 PU0154.The orthometric height was determined by differential leveling and
 PU0154.adjusted by the NATIONAL GEODETIC SURVEY
 PU0154.in October 1997.
 PU0154
 PU0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0154.GEOID18 height accuracy estimate available here.
 PU0154
 PU0154.Click photographs - Photos may exist for this station.
 PU0154
 PU0154.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0154
 PU0154.The dynamic height is computed by dividing the NAVD 88
 PU0154.geopotential number by the normal gravity value computed on the
 PU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0154.degrees latitude (g = 980.6199 gals.).
 PU0154
 PU0154.The modeled gravity was interpolated from observed gravity values.
 PU0154
 PU0154. The following values were computed from the NAD 83(1996) position.
 PU0154
 PU0154;                    North         East     Units Scale Factor Converg.
 PU0154;SPC SD N     -    88,962.977   409,956.572   MT  0.99996876   -1 41 40.8
 PU0154;SPC SD N     -   291,872.70  1,344,999.19   sFT  0.99996876   -1 41 40.8
 PU0154;UTM  13      - 4,942,777.737   706,750.035   MT  1.00012569   +1 49 49.5
 PU0154
 PU0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0154!SPC SD N     -   0.99986618  x   0.99996876  =   0.99983495
 PU0154!UTM  13      -   0.99986618  x   1.00012569  =   0.99999185
 PU0154
 PU0154:                Primary Azimuth Mark                     Grid Az
 PU0154:SPC SD N     -  N 127                                    151 07 31.8
 PU0154:UTM  13      -  N 127                                    147 36 01.5
 PU0154
 PU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0675042777(NAD 83)
 PU0154
 PU0154|---------------------------------------------------------------------|
 PU0154| PID    Reference Object                     Distance      Geod. Az  |
 PU0154|                                                           dddmmss.s |
 PU0154| PU0155 WHITE RM 1                            4.839 METERS 07950     |
 PU0154| PU0156 N 127                                              1492551.0 |
 PU0154| PU0153 WHITE RM 2                            5.774 METERS 25936     |
 PU0154|---------------------------------------------------------------------|
 PU0154
 PU0154                          SUPERSEDED SURVEY CONTROL
 PU0154
 PU0154  NAD 83(1993)-  44 36 31.04736(N)    102 23 40.08513(W) AD(       ) 2
 PU0154  NAD 83(1986)-  44 36 31.04734(N)    102 23 40.08509(W) AD(       ) 2
 PU0154  NAD 27      -  44 36 31.09260(N)    102 23 38.48720(W) AD(       ) 2
 PU0154  NAVD 88 (06/15/91)  872.410  (m)         2862.23   (f) SUPERSEDED  1 2
 PU0154  NGVD 29 (??/??/92)  871.937  (m)         2860.68   (f) ADJ UNCH    1 2
 PU0154  NGVD 29             871.94   (m)         2860.7    (f) LEVELING    3  
 PU0154
 PU0154.Superseded values are not recommended for survey control.
 PU0154
 PU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0154.See file dsdata.pdf to determine how the superseded data were derived.
 PU0154
 PU0154_MARKER: DS = TRIANGULATION STATION DISK
 PU0154_SETTING: 66 = SET IN ROCK OUTCROP
 PU0154_STAMPING: WHITE 1950
 PU0154_MARK LOGO: CGS
 PU0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0154+STABILITY: POSITION/ELEVATION WELL
 PU0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0154+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0154
 PU0154  HISTORY     - Date     Condition        Report By
 PU0154  HISTORY     - 1950     MONUMENTED       CGS
 PU0154  HISTORY     - 1951     GOOD             CGS
 PU0154  HISTORY     - 1962     GOOD             CGS
 PU0154  HISTORY     - 1963     GOOD             CGS
 PU0154  HISTORY     - 1980     GOOD             NGS
 PU0154  HISTORY     - 19950605 GOOD             NGS
 PU0154
 PU0154                          STATION DESCRIPTION
 PU0154
 PU0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU0154'STATION IS LOCATED ON A HIGH ROCKY BUTTE, ABOUT 12 MILES WEST OF
 PU0154'PLAINVIEW POST OFFICE, ABOUT 2 MILES NORTHEAST OF WHITE OWL, 0.3
 PU0154'MILE NORTH OF STATE HIGHWAY 24, 6 FEET SOUTH OF NORTH EDGE OF
 PU0154'CLIFF, AND ON LAND OWNED BY BERNICE KEEFFE.
 PU0154'
 PU0154'TO REACH FROM PLAINVIEW POST OFFICE, GO WEST ON STATE HIGHWAY 24
 PU0154'FOR 10.05 MILES TO A SCHOOLHOUSE ON RIGHT.  CONTINUE FOR 1.55
 PU0154'MILES TO A WIRE GATE AND AZIMUTH MARK ON RIGHT.  TURN RIGHT THROUGH
 PU0154'WIRE GATE AND GO NORTHWEST CROSS COUNTRY FOR 0.3 MILE TO TOP OF
 PU0154'BUTTE AND STATION.
 PU0154'
 PU0154'STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 PU0154'WHITE 1950.
 PU0154'
 PU0154'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF THE EDGE OF CLIFF.  THE
 PU0154'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED WHITE
 PU0154'NO 1 1950.
 PU0154'
 PU0154'REFERENCE MARK NO. 2 IS 2 FEET EAST OF THE WEST EDGE OF CLIFF.
 PU0154'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED WHITE
 PU0154'NO 2 1950.
 PU0154'
 PU0154'BENCH MARK N 127 IS 45 FEET NORTH OF CENTER OF STATE HIGHWAY 24,
 PU0154'4 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET NORTH OF A
 PU0154'WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 PU0154'STAMPED N 127 1934.
 PU0154'
 PU0154'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES
 PU0154'IN OUTCROPPING BEDROCK.  BENCH MARK N 127 IS A STANDARD BENCH
 PU0154'MARK DISK SET IN THE TOP OF A 6 X 6-INCH CONCRETE POST.
 PU0154'
 PU0154'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PU0154
 PU0154                          STATION RECOVERY (1951)
 PU0154
 PU0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU0154'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  THE
 PU0154'MARKS ARE STAMPED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 PU0154'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 PU0154
 PU0154                          STATION RECOVERY (1962)
 PU0154
 PU0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0154'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 PU0154'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 PU0154'CONDITION.  THE HORIZONTAL DIRECTIONS AND THE HORIZONTAL
 PU0154'MEASUREMENTS TO BOTH REFERENCE MARKS WERE FOUND IN ERROR.
 PU0154'A NEW DESCRIPTION FOLLOWS.
 PU0154'
 PU0154'THE STATION IS LOCATED 12 MILES WEST OF PLAINVIEW, 2 MILES
 PU0154'NORTHEAST OF WHITE OWL, ON THE HIGHEST PART OF A LOW ROCKY BUTTE
 PU0154'ON PROPERTY OWNED BY MR. RAYMOND HOWIE, IN SECTION 36, T. 8 N.,
 PU0154'R. 14 E.
 PU0154'
 PU0154'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT WHITE
 PU0154'OWL, GO EAST AND NORTHEAST ON STATE HIGHWAY 34 FOR 2.2 MILES TO A
 PU0154'WIRE GATE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  TURN
 PU0154'LEFT THROUGH THE GATE AND GO NORTH ON A TRACK ROAD FOR 0.3
 PU0154'MILE, THENCE TURN LEFT AND GO WEST ACROSS AN OPEN PASUTRE FOR
 PU0154'0.3 MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 PU0154'
 PU0154'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 PU0154'BEDROCK AND IS STAMPED WHITE 1950.  IT IS 8 FEET SOUTH OF THE
 PU0154'NORTH EDGE OF THE HILL.
 PU0154'
 PU0154'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PU0154'BEDROCK AND IS STAMPED WHITE NO 1 1950.  IT IS 3 FEET SOUTH OF THE
 PU0154'NORTH EDGE OF THE HILL.
 PU0154'
 PU0154'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PU0154'BEDROCK AND IS STAMPED WHITE NO 2 1950.  IT IS 3 FEET EAST OF THE
 PU0154'WEST EDGE OF THE HILL.
 PU0154'
 PU0154'BENCH MARK N 127 WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 PU0154'BENCH MARK DISK SET IN THE TOP OF A 6-INCH, SQUARE CONCRETE
 PU0154'MONUMENT, WHICH PROJECTS 6 INCHES AND IS STAMPED N 127 1934.
 PU0154'IT IS 43 FEET NORTH OF THE CENTER OF STATE HIGHWAY 34, 4 FEET
 PU0154'NORTHWEST OF A FENCE CORNER AND 3 FEET NORTH OF A METAL WITNESS
 PU0154'POST.
 PU0154
 PU0154                          STATION RECOVERY (1963)
 PU0154
 PU0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0154'2.6 MI NE FROM WHITE OWL.
 PU0154'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0154'POST OFFICE AT WHITE OWL, THENCE 0.3 MILE NORTHWEST ACROSS COUNTRY
 PU0154'TO THE CREST OF A HILL, 0.25 MILE WEST OF A FENCE, 15.8 FEET
 PU0154'WEST OF WHITE R.M. 1, 18.9 FEET EAST OF WHITE R.M. 2, AND SET
 PU0154'IN THE TOP OF A SMALL FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
 PU0154
 PU0154                          STATION RECOVERY (1980)
 PU0154
 PU0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PU0154'STATION MARK, RM 1, RM 2 AND N 127 (AZ. MK) WERE RECOVERED IN GOOD
 PU0154'CONDITION.
 PU0154'
 PU0154'THE STATION IS LOCATED ABOUT 12 MILES WEST OF PLAINVIEW, ABOUT 2
 PU0154'MILES NORTHEAST OF WHITE OWL ON A LOW ROCKY BUTTE ABOUT 0.3 MILE
 PU0154'NORTH OF STATE HIGHWAY 34.
 PU0154'
 PU0154'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN WHITE OWL, GO
 PU0154'EASTERLY ON STATE HIGHWAY 34, FOR 2.25 MILES TO A WIRE GATE AND N127
 PU0154'(AZ. MK) ON LEFT, PASS THROUGH GATE, GO NORTH ON TRACK ROAD, FOR 0.3
 PU0154'MILE, TURN LEFT, GO WEST ACROSS PASTURE FOR 0.3 MILE TO STATION ON
 PU0154'TOP OF ROCKY BUTTE.  NOTE--STATE HIGHWAY 34 WILL BE UNDER STRUCTION
 PU0154'SOON, THE MILAGE WHICH CHANGE.
 PU0154'
 PU0154'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 PU0154'---WHITE 1950---SET INTO A ROCK LEDGE LOCATED 2.4 METERS (8 FEET) S
 PU0154'FROM NORTH EDGE OF HILL.
 PU0154'
 PU0154'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU0154'STAMPED---WHITE NO 1 1950---SET INTO A ROCK LEDGE LOCATED 0.9 METER
 PU0154'(3 FEET) S FROM NORTH EDGE OF HILL AND IS LEVEL WITH THE STATION.
 PU0154'
 PU0154'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PU0154'STAMPED---WHITE NO 2 1950---SET INTO A ROCK LEDGE LOCATED 0.9 METER
 PU0154'(3 FEET) E FROM WEST EDGE OF CLIFF AND IS LEVEL WITH THE STATION.
 PU0154'
 PU0154'AZIMUTH MARK NO. 1 IS A BENCH MARK DISK STAMPED---N 127
 PU0154'1934---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM (6
 PU0154'INCHES) ON SIDE LOCATED 12.8 METERS (42 FEET) N FROM CENTER OF STATE
 PU0154'HIGHWAY 34, 22.9 METERS (75 FEET) E FROM CENTER GATE, 3.4 METERS (11
 PU0154'FEET) SW FROM POWER LINE POLE, 1.07 METERS (3.5 FEET) NW FROM FENCE
 PU0154'CORNER, AND 0.9 METER (3 FEET) N FROM WITNESS POST.
 PU0154
 PU0154                          STATION RECOVERY (1995)
 PU0154
 PU0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0154'23.4 KM (14.55 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0154'OFFICE IN UNION CENTER, THENCE 0.6 KM (0.35 MI) NORTHERLY ACROSS A
 PU0154'PASTURE TO THE HIGHEST POINT OF A ROCKY HILL, NEAR THE CENTER OF A 3
 PU0154'BY 5-FOOT AREA OF OUTCROPPING BEDROCK, 5.7 M (18.7 FT) EAST OF
 PU0154'REFERENCE MARK 2, 4.9 M (16.1 FT) WEST OF REFERENCE MARK 1, AND FLUSH
 PU0154'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 PU0154'RAYMOND HOWIE, BOX 81, WHITE OWL, SD 57792, TELEPHONE NUMBER (605)
 PU0154'985-5229.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0713 ***********************************************************************
 OS0713  DESIGNATION -  WHITE
 OS0713  PID         -  OS0713
 OS0713  STATE/COUNTY-  SD/JONES
 OS0713  COUNTRY     -  US
 OS0713  USGS QUAD   -  MURDO (2017)
 OS0713
 OS0713                         *CURRENT SURVEY CONTROL
 OS0713  ______________________________________________________________________
 OS0713* NAD 83(1996) POSITION- 43 56 17.17358(N) 100 40 44.08168(W)   ADJUSTED
 OS0713* NAVD 88 ORTHO HEIGHT -   767.3   (meters)     2517.    (feet) VERTCON3
 OS0713  ______________________________________________________________________
 OS0713  GEOID HEIGHT    -        -24.036 (meters)                     GEOID18
 OS0713  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 OS0713  HORZ ORDER      -  FIRST
 OS0713
 OS0713.The horizontal coordinates were established by classical geodetic methods
 OS0713.and adjusted by the National Geodetic Survey in January 1998.
 OS0713
 OS0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 OS0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OS0713
 OS0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0713.GEOID18 height accuracy estimate available here.
 OS0713
 OS0713.Click photographs - Photos may exist for this station.
 OS0713
 OS0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0713
 OS0713. The following values were computed from the NAD 83(1996) position.
 OS0713
 OS0713;                    North         East     Units Scale Factor Converg.
 OS0713;SPC SD S     -   178,335.754   572,255.919   MT  0.99992241   -0 14 18.2
 OS0713;SPC SD S     -   585,089.89  1,877,476.29   sFT  0.99992241   -0 14 18.2
 OS0713;UTM  14      - 4,866,368.259   365,254.154   MT  0.99982331   -1 09 54.5
 OS0713
 OS0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0713!SPC SD S     -   0.99988347  x   0.99992241  =   0.99980589
 OS0713!UTM  14      -   0.99988347  x   0.99982331  =   0.99970680
 OS0713
 OS0713:                Primary Azimuth Mark                     Grid Az
 OS0713:SPC SD S     -  STAMFORD                                 262 40 24.6
 OS0713:UTM  14      -  STAMFORD                                 263 36 00.9
 OS0713
 OS0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP6525466368(NAD 83)
 OS0713
 OS0713|---------------------------------------------------------------------|
 OS0713| PID    Reference Object                     Distance      Geod. Az  |
 OS0713|                                                           dddmmss.s |
 OS0713| CO4060 WHITE RM 1                           67.358 METERS 06851     |
 OS0713| OS0715 T1S R29E SECS 20 29 1/4 COR         201.352 METERS 11737     |
 OS0713| CO4061 WHITE RM 2                                         18148     |
 OS0713| OS0733 STAMFORD                            APPROX.30.7 KM 2622606.4 |
 OS0713|---------------------------------------------------------------------|
 OS0713
 OS0713                          SUPERSEDED SURVEY CONTROL
 OS0713
 OS0713  NAD 83(1986)-  43 56 17.16832(N)    100 40 44.08493(W) AD(       ) 1
 OS0713  NAD 27      -  43 56 17.20800(N)    100 40 42.59700(W) AD(       ) 1
 OS0713  NGVD 29 (07/19/86)  766.8    (m)         2516.     (f) VERT ANG       
 OS0713
 OS0713.Superseded values are not recommended for survey control.
 OS0713
 OS0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0713.See file dsdata.pdf to determine how the superseded data were derived.
 OS0713
 OS0713_MARKER: DS = TRIANGULATION STATION DISK
 OS0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0713_STAMPING: WHITE 1924
 OS0713_MARK LOGO: CGS
 OS0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0713+STABILITY: SURFACE MOTION
 OS0713
 OS0713  HISTORY     - Date     Condition        Report By
 OS0713  HISTORY     - 1924     MONUMENTED       CGS
 OS0713  HISTORY     - 1933     GOOD             CGS
 OS0713
 OS0713                          STATION DESCRIPTION
 OS0713
 OS0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OS0713'STATION IS ABOUT 2-1/2 MILES NORTH AND 1-1/2 MILES EAST OF
 OS0713'MURDO IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER SEC.
 OS0713'20, T. 1 S., R. 29 E., ON THE HIGHEST POINT OF THE WHITE CLAY
 OS0713'BUTTES AND 1 MILE NORTH OF THE OLD CUSTER HIGHWAY.  MARK
 OS0713'SET AS DESCRIBED.
 OS0713'
 OS0713'REFERENCE MARKS ARE IN TWO LARGE ROCKS, NO. 1 IS ABOUT 70
 OS0713'METERS EAST OF THE STATION, NO. 2 IS ON A LARGE BOULDER ABOUT
 OS0713'50 METERS SOUTHWEST OF THE STATION.  NO. 1 IS ABOUT 35 FEET
 OS0713'BELOW THE STATION AND NO. 2 IS ABOUT 8 FEET BELOW THE STATION.
 OS0713'
 OS0713'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.37 METERS.
 OS0713
 OS0713                          STATION RECOVERY (1933)
 OS0713
 OS0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CIA)
 OS0713'STATION RECOVERED, MARKS IN GOOD CONDITION.
 OS0713'
 OS0713'VISITED BY LIGHTKEEPER, BUT NOT BY OBSERVING PARTY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0792 ***********************************************************************
 OS0792  DESIGNATION -  WHITE
 OS0792  PID         -  OS0792
 OS0792  STATE/COUNTY-  SD/JACKSON
 OS0792  COUNTRY     -  US
 OS0792  USGS QUAD   -  COTTONWOOD (2017)
 OS0792
 OS0792                         *CURRENT SURVEY CONTROL
 OS0792  ______________________________________________________________________
 OS0792* NAD 83(1996) POSITION- 43 56 19.10598(N) 101 57 46.72549(W)   ADJUSTED
 OS0792* NAVD 88 ORTHO HEIGHT -   828.    (meters)     2717.    (feet) SCALED
 OS0792  ______________________________________________________________________
 OS0792  GEOID HEIGHT    -        -19.971 (meters)                     GEOID18
 OS0792  LAPLACE CORR    -         -8.91  (seconds)                    DEFLEC18
 OS0792  HORZ ORDER      -  SECOND
 OS0792
 OS0792.The horizontal coordinates were established by classical geodetic methods
 OS0792.and adjusted by the National Geodetic Survey in January 1998.
 OS0792
 OS0792.The orthometric height was scaled from a topographic map.
 OS0792
 OS0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0792.GEOID18 height accuracy estimate available here.
 OS0792
 OS0792.Click photographs - Photos may exist for this station.
 OS0792
 OS0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0792
 OS0792. The following values were computed from the NAD 83(1996) position.
 OS0792
 OS0792;                    North         East     Units Scale Factor Converg.
 OS0792;SPC SD S     -   179,621.176   469,176.211   MT  0.99992246   -1 07 27.2
 OS0792;SPC SD S     -   589,307.14  1,539,288.95   sFT  0.99992246   -1 07 27.2
 OS0792;UTM  14      - 4,869,326.373   262,197.011   MT  1.00029559   -2 03 25.0
 OS0792;UTM  13      - 4,869,542.479   743,745.618   MT  1.00033079   +2 06 30.2
 OS0792
 OS0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0792!SPC SD S     -   0.99987324  x   0.99992246  =   0.99979571
 OS0792!UTM  14      -   0.99987324  x   1.00029559  =   1.00016879
 OS0792!UTM  13      -   0.99987324  x   1.00033079  =   1.00020399
 OS0792
 OS0792:                Primary Azimuth Mark                     Grid Az
 OS0792:SPC SD S     -  WHITE AZ MK                              026 27 19.7
 OS0792:UTM  14      -  WHITE AZ MK                              027 23 17.5
 OS0792:UTM  13      -  WHITE AZ MK                              023 13 22.3
 OS0792
 OS0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6219769326(NAD 83)
 OS0792
 OS0792|---------------------------------------------------------------------|
 OS0792| PID    Reference Object                     Distance      Geod. Az  |
 OS0792|                                                           dddmmss.s |
 OS0792| CQ4400 WHITE AZ MK                                        0251952.5 |
 OS0792| CQ4401 WHITE RM 1                            7.285 METERS 16036     |
 OS0792| CQ4402 WHITE RM 2                            7.100 METERS 27147     |
 OS0792|---------------------------------------------------------------------|
 OS0792
 OS0792                          SUPERSEDED SURVEY CONTROL
 OS0792
 OS0792  NAD 83(1995)-  43 56 19.09829(N)    101 57 46.72774(W) AD(       ) 2
 OS0792  NAD 83(1986)-  43 56 19.09839(N)    101 57 46.72771(W) AD(       ) 2
 OS0792  NAD 27      -  43 56 19.13340(N)    101 57 45.18420(W) AD(       ) 2
 OS0792
 OS0792.Superseded values are not recommended for survey control.
 OS0792
 OS0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0792.See file dsdata.pdf to determine how the superseded data were derived.
 OS0792
 OS0792_MARKER: DS = TRIANGULATION STATION DISK
 OS0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0792_STAMPING: WHITE 1961
 OS0792_MARK LOGO: CGS
 OS0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0792+STABILITY: SURFACE MOTION
 OS0792
 OS0792  HISTORY     - Date     Condition        Report By
 OS0792  HISTORY     - 1961     MONUMENTED       CGS
 OS0792
 OS0792                          STATION DESCRIPTION
 OS0792
 OS0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0792'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF QUINN, 3.2
 OS0792'MILES SOUTHWEST OF COTTONWOOD, IN THE SOUTHEAST CORNER OF THE SE 1/4
 OS0792'OF SEC. 21.  T. 1 S., R 18 E., ON THE SUMMIT OF THE WESTERN ONE
 OS0792'OF TWO GRASS-COVERED, PROMINENT, KNOLLS.  IT IS A STANDARD DISK
 OS0792'STAMPED WHITE 1961 AND PROJECTS 2 INCHES ABOVE THE GROUND
 OS0792'SURFACE.
 OS0792'
 OS0792'TO REACH FROM THE MAIN T ROAD INTERSECTION AND THE CONOCO
 OS0792'SERVICE STATION IN COTTONWOOD, GO WEST ON U.S. HIGHWAY 14 FOR
 OS0792'2.8 MILES TO DIRT T ROAD LEFT, TURN LEFT AND GO SOUTH 0.45 MILE,
 OS0792'CROSS OLD HIGHWAY ROUTE AND CONTINUE SOUTH 1.0 MILE TO WHERE
 OS0792'ROAD TURNS WEST TO THE BRECH RANCH HOUSE, CONTINUE SOUTH ON AN
 OS0792'UNGRADED SECTION LINE ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON
 OS0792'THE LEFT, CONTINUE SOUTH ON A TRACK ROAD FOR 0.2 MILE, THENCE
 OS0792'SOUTHWEST ACROSS THE PASTURE FOR 0.4 MILE TO HIGHEST POINT AND
 OS0792'STATION AS DESCRIBED.
 OS0792'
 OS0792'R.M. 1 IS THE SAME ELEVATION AS THE STATION AND IT IS STAMPED
 OS0792'WHITE NO 1 1961 AND IT IS FLUSH WITH THE GROUND SURFACE.
 OS0792'
 OS0792'R.M. 2 IS THE SAME ELEVATION AS THE STATION AND IT IS STAMPED
 OS0792'WHITE NO 2 1961 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 OS0792'
 OS0792'THE AZIMUTH MARK IS 41.7 FEET SOUTH OF THE SOUTH GATE POST, 29
 OS0792'FEET EAST OF THE CENTER OF A SECTION LINE TRACK ROAD AND 2.0 FEET
 OS0792'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS STAMPED WHITE 1961
 OS0792'AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0942 ***********************************************************************
 OR0942  DESIGNATION -  WHITE 2
 OR0942  PID         -  OR0942
 OR0942  STATE/COUNTY-  SD/TRIPP
 OR0942  COUNTRY     -  US
 OR0942  USGS QUAD   -  IDEAL NE (2017)
 OR0942
 OR0942                         *CURRENT SURVEY CONTROL
 OR0942  ______________________________________________________________________
 OR0942* NAD 83(1996) POSITION- 43 40 33.32225(N) 099 47 46.94101(W)   NO CHECK
 OR0942* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 OR0942  ______________________________________________________________________
 OR0942  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 OR0942  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 OR0942  HORZ ORDER      -  SECOND
 OR0942
 OR0942.The horizontal coordinates were established by classical geodetic methods
 OR0942.and adjusted by the National Geodetic Survey in January 1998.
 OR0942
 OR0942.No horizontal observational check was made to the station.
 OR0942
 OR0942.The orthometric height was scaled from a topographic map.
 OR0942
 OR0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0942.GEOID18 height accuracy estimate available here.
 OR0942
 OR0942.Click photographs - Photos may exist for this station.
 OR0942
 OR0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0942
 OR0942. The following values were computed from the NAD 83(1996) position.
 OR0942
 OR0942;                    North         East     Units Scale Factor Converg.
 OR0942;SPC SD S     -   149,290.003   643,297.001   MT  0.99990737   +0 22 13.5
 OR0942;SPC SD S     -   489,795.62  2,110,550.24   sFT  0.99990737   +0 22 13.5
 OR0942;UTM  14      - 4,836,187.431   435,804.936   MT  0.99965069   -0 32 59.9
 OR0942
 OR0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0942!SPC SD S     -   0.99991368  x   0.99990737  =   0.99982106
 OR0942!UTM  14      -   0.99991368  x   0.99965069  =   0.99956440
 OR0942
 OR0942:                Primary Azimuth Mark                     Grid Az
 OR0942:SPC SD S     -  WHITE AZ MK                              158 56 36.8
 OR0942:UTM  14      -  WHITE AZ MK                              159 51 50.2
 OR0942
 OR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3580436187(NAD 83)
 OR0942
 OR0942|---------------------------------------------------------------------|
 OR0942| PID    Reference Object                     Distance      Geod. Az  |
 OR0942|                                                           dddmmss.s |
 OR0942| CO4064 WHITE 2 RM 3                         16.348 METERS 04732     |
 OR0942| CO4065 WHITE 2 RM 4                         12.460 METERS 13225     |
 OR0942| OR0941 WHITE AZ MK                         APPROX. 1.2 KM 1591850.3 |
 OR0942| OR0940 WHITE                               277.949 METERS 17700     |
 OR0942|---------------------------------------------------------------------|
 OR0942
 OR0942                          SUPERSEDED SURVEY CONTROL
 OR0942
 OR0942  NAD 83(1995)-  43 40 33.31963(N)    099 47 46.94711(W) AD(       ) 2
 OR0942  NAD 83(1986)-  43 40 33.32241(N)    099 47 46.94929(W) AD(       ) 2
 OR0942  NAD 27      -  43 40 33.32966(N)    099 47 45.52596(W) AD(       ) 2
 OR0942
 OR0942.Superseded values are not recommended for survey control.
 OR0942
 OR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0942.See file dsdata.pdf to determine how the superseded data were derived.
 OR0942
 OR0942_MARKER: DH = HORIZONTAL CONTROL DISK
 OR0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0942_STAMPING: WHITE 2 1975
 OR0942_MARK LOGO: NGS
 OR0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0942+STABILITY: SURFACE MOTION
 OR0942
 OR0942  HISTORY     - Date     Condition        Report By
 OR0942  HISTORY     - 1975     MONUMENTED       NGS
 OR0942
 OR0942                          STATION DESCRIPTION
 OR0942
 OR0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OR0942'THE STATION IS LOCATED ABOUT 20 MILES NORTH OF WINNER, 16 MILES
 OR0942'SOUTH OF KENNEBEC, 12 MILES EAST OF U.S. HIGHWAY 183, 2 MILES
 OR0942'SOUTH-SOUTHEAST OF THE WHITE RIVER AND THE LYMAN-TRIPP COUNTY LINE,
 OR0942'ON A HIGH RIDGE IN PASTURE LAND ALONG THE EAST SIDE OF A GRAVELED
 OR0942'COUNTY ROAD AND JUST NORTH OF A LARGE GRAVEL PIT.  IT IS 3 MILES
 OR0942'SOUTH OF THE COUNTY ROAD FROM THE WHITE RIVER BRIDGE, AND IS ON
 OR0942'THE DE YOUNG RANCH.
 OR0942'
 OR0942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 183,
 OR0942'AND THE COUNTY ROAD LEADING NORTH TO THE AIRPORT IN THE NORTHEAST
 OR0942'PART OF WINNER, GO NORTH ON THE COUNTY ROAD 8.45 MILES TO A T
 OR0942'ROAD JUNCTION, TURN RIGHT AND GO EAST 1.6 MILES TO A SIDE ROAD
 OR0942'LEFT, TURN LEFT AND GO NORTH 0.75 MILES, TO A RIGHT TURN, BEAR
 OR0942'RIGHT AND GO EAST 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 OR0942'NORTH 2.0 MILES TO A SCHOOLHOUSE ON THE LEFT, CONTINUE NORTH
 OR0942'5.8 MILES TO A RIGHT TURN, BEAR RIGHT AND GO EAST, 1.1 MILES
 OR0942'TO A CROSSROAD WITH A SCHOOLHOUSE IN THE SOUTHWEST CORNER,
 OR0942'TURN LEFT AND GO NORTHERLY 2.55 MILES TO THE AZIMUTH MARK
 OR0942'ON THE RIGHT AS DESCRIBED, CONTINUE NORTH 0.75 MILE TO THE STATION
 OR0942'ON THE RIGHT AS DESCRIBED.
 OR0942'
 OR0942'THE STATION MARK IS A STANDARD DISK STAMPED WHITE 2 1975, SET IN A
 OR0942'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS NEAR THE EAST
 OR0942'END OF A SMALL RIDGE WHICH FORKS EAST INTO TWO SMALLER RIDGES.  141
 OR0942'FEET EAST OF THE CENTER OF THE ROAD, 103 FEET EAST OF THE FENCE,
 OR0942'AND 103 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 OR0942'
 OR0942'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WHITE 2 NO 3 1975,
 OR0942'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OR0942'2-INCHES.  IT IS NEAR THE TOP CENTER OF THE RIDGE LEADING NORTHEAST
 OR0942'FROM THE STATION.  173 FEET EAST OF THE CENTER OF THE ROAD, AND
 OR0942'132 FEET EAST OF THE FENCE.
 OR0942'
 OR0942'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED WHITE 2 NO 4 1975,
 OR0942'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 OR0942'IT IS NEAR THE TOP CENTER OF THE RIDGE LEADING SOUTHEAST FROM THE
 OR0942'STATION.  176 FEET EAST OF THE CENTER OF THE ROAD, AND 136 FEET
 OR0942'EAST OF THE FENCE.
 OR0942'
 OR0942'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHITE 1936, SET IN
 OR0942'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.
 OR0942'IT IS ON THE TOP OF A HIGH BACKSLOPE.  137 FEET EAST OF THE
 OR0942'CENTER OF THE ROAD (SLOPE), 27 FEET SOUTH OF A FENCE CORNER, AND
 OR0942'2.0 FEET NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0399 ***********************************************************************
 QT0399  DESIGNATION -  WHITE BUTTE
 QT0399  PID         -  QT0399
 QT0399  STATE/COUNTY-  SD/PERKINS
 QT0399  COUNTRY     -  US
 QT0399  USGS QUAD   -  HAYNES SW (2017)
 QT0399
 QT0399                         *CURRENT SURVEY CONTROL
 QT0399  ______________________________________________________________________
 QT0399* NAD 83(1996) POSITION- 45 50 59.33192(N) 102 23 58.08950(W)   ADJUSTED
 QT0399* NAVD 88 ORTHO HEIGHT -   890.    (meters)     2920.    (feet) SCALED
 QT0399  ______________________________________________________________________
 QT0399  GEOID HEIGHT    -        -18.289 (meters)                     GEOID18
 QT0399  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC18
 QT0399  HORZ ORDER      -  SECOND
 QT0399
 QT0399.The horizontal coordinates were established by classical geodetic methods
 QT0399.and adjusted by the National Geodetic Survey in January 1998.
 QT0399
 QT0399.The orthometric height was scaled from a topographic map.
 QT0399
 QT0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0399.GEOID18 height accuracy estimate available here.
 QT0399
 QT0399.Click photographs - Photos may exist for this station.
 QT0399
 QT0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0399
 QT0399. The following values were computed from the NAD 83(1996) position.
 QT0399
 QT0399;                    North         East     Units Scale Factor Converg.
 QT0399;SPC SD N     -   226,850.085   413,647.454   MT  1.00003639   -1 41 53.5
 QT0399;SPC SD N     -   744,257.32  1,357,108.36   sFT  1.00003639   -1 41 53.5
 QT0399;UTM  13      - 5,080,649.891   701,907.250   MT  1.00010120   +1 51 59.6
 QT0399
 QT0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0399!SPC SD N     -   0.99986329  x   1.00003639  =   0.99989967
 QT0399!UTM  13      -   0.99986329  x   1.00010120  =   0.99996447
 QT0399
 QT0399:                Primary Azimuth Mark                     Grid Az
 QT0399:SPC SD N     -  WHITE BUTTE AZ MK                        225 15 31.3
 QT0399:UTM  13      -  WHITE BUTTE AZ MK                        221 41 38.2
 QT0399
 QT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL0190780649(NAD 83)
 QT0399
 QT0399|---------------------------------------------------------------------|
 QT0399| PID    Reference Object                     Distance      Geod. Az  |
 QT0399|                                                           dddmmss.s |
 QT0399| CQ8992 WHITE BUTTE RM 1                      9.697 METERS 09448     |
 QT0399| CQ8993 WHITE BUTTE RM 2                      7.763 METERS 17014     |
 QT0399| CQ8991 WHITE BUTTE AZ MK                                  2233337.8 |
 QT0399|---------------------------------------------------------------------|
 QT0399
 QT0399                          SUPERSEDED SURVEY CONTROL
 QT0399
 QT0399  NAD 83(1993)-  45 50 59.32227(N)    102 23 58.08799(W) AD(       ) 2
 QT0399  NAD 83(1986)-  45 50 59.32273(N)    102 23 58.08768(W) AD(       ) 2
 QT0399  NAD 27      -  45 50 59.32900(N)    102 23 56.52100(W) AD(       ) 2
 QT0399
 QT0399.Superseded values are not recommended for survey control.
 QT0399
 QT0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0399.See file dsdata.pdf to determine how the superseded data were derived.
 QT0399
 QT0399_MARKER: DS = TRIANGULATION STATION DISK
 QT0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QT0399_STAMPING: WHITE BUTTE 1952
 QT0399_MARK LOGO: CGS
 QT0399_MAGNETIC: P = MARKER IS A STEEL PIPE
 QT0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0399
 QT0399  HISTORY     - Date     Condition        Report By
 QT0399  HISTORY     - 1952     MONUMENTED       CGS
 QT0399
 QT0399                          STATION DESCRIPTION
 QT0399
 QT0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0399'THE STATION IS IN SECTION 21, T 22 N, R 14 E, ON LAND OWNED
 QT0399'BY THE U.S. GOVERNMENT, ABOUT 11-1/2 MILES WEST AND 6-1/2 MILES
 QT0399'SOUTH OF LEMMON, 6-1/2 MILES SOUTH AND 1-3/4 MILES WEST OF
 QT0399'WHITE BUTTE, AND ON A HIGH PROMINENT BUTTE KNOW AS WHITE BUTTE.
 QT0399'
 QT0399'THE REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QT0399'AND A CROSS ROAD AT THE SMALL SETTLEMENT OF WHITE BUTTE, GO
 QT0399'SOUTH ON A GRAVELED ROAD FOR 4.55 MILES TO A CROSS ROAD AT A
 QT0399'CATTLE GUARD ON THE LEFT, TURN RIGHT (WEST) AND GO FOR 2.1
 QT0399'MILES TO A ANOTHER CROSS ROAD, TURN LEFT (SOUTH) AND GO FOR
 QT0399'1.05 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 QT0399'SOUTHERLY FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT, GO
 QT0399'NORTHEAST ACROSS PASTURE LAND FOR 0.35 MILE TO THE BASE OF
 QT0399'THE BUTTE AND THE END OF TRUCK TRAVEL.  PACK NORTHEASTERLY
 QT0399'FOR 0.1 MILE TO THE TOP AND STATION.  NOTE--A FOUR-WHEEL
 QT0399'TRUCK CAN BE DRIVEN UP TO THE TOP FROM THE NORTHWEST SIDE OF
 QT0399'THE BUTTE.
 QT0399'
 QT0399'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 QT0399'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 6 INCHES AND THE
 QT0399'DISK IS STAMPED WHITE BUTTE 1952.
 QT0399'
 QT0399'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 QT0399'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 5 INCHES AND THE
 QT0399'DISK IS STAMPED WHITE BUTTE NO 1 1952.
 QT0399'
 QT0399'REFERENCE MARK 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 QT0399'2-INCH CAST IRON PIPE.  THE PIPE PROJECTS 5 INCHES AND THE
 QT0399'DISK IS STAMPED WHITE BUTTE NO 2 1952.
 QT0399'
 QT0399'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF THE ROAD,
 QT0399'AND 5 FEET NORTHEAST OF A WHITE 4 X 4 IN WITNESS POST.
 QT0399'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED WHITE BUTTE
 QT0399'1952.
 QT0399'
 QT0399'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0459 ***********************************************************************
 QT0459  DESIGNATION -  WHITE HILL
 QT0459  PID         -  QT0459
 QT0459  STATE/COUNTY-  SD/PERKINS
 QT0459  COUNTRY     -  US
 QT0459  USGS QUAD   -  WHITE HILL (2017)
 QT0459
 QT0459                         *CURRENT SURVEY CONTROL
 QT0459  ______________________________________________________________________
 QT0459* NAD 83(1996) POSITION- 45 33 09.56283(N) 102 54 21.93679(W)   ADJUSTED
 QT0459* NAVD 88 ORTHO HEIGHT -   954.    (meters)     3130.    (feet) SCALED
 QT0459  ______________________________________________________________________
 QT0459  GEOID HEIGHT    -        -17.120 (meters)                     GEOID18
 QT0459  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC18
 QT0459  HORZ ORDER      -  SECOND
 QT0459
 QT0459.The horizontal coordinates were established by classical geodetic methods
 QT0459.and adjusted by the National Geodetic Survey in January 1998.
 QT0459
 QT0459.The orthometric height was scaled from a topographic map.
 QT0459
 QT0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0459.GEOID18 height accuracy estimate available here.
 QT0459
 QT0459.Click photographs - Photos may exist for this station.
 QT0459
 QT0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0459
 QT0459. The following values were computed from the NAD 83(1996) position.
 QT0459
 QT0459;                    North         East     Units Scale Factor Converg.
 QT0459;SPC SD N     -   195,132.698   373,131.029   MT  0.99997740   -2 03 24.3
 QT0459;SPC SD N     -   640,197.86  1,224,180.72   sFT  0.99997740   -2 03 24.3
 QT0459;UTM  13      - 5,046,478.979   663,437.005   MT  0.99992842   +1 29 42.6
 QT0459
 QT0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0459!SPC SD N     -   0.99985307  x   0.99997740  =   0.99983047
 QT0459!UTM  13      -   0.99985307  x   0.99992842  =   0.99978150
 QT0459
 QT0459:                Primary Azimuth Mark                     Grid Az
 QT0459:SPC SD N     -  WHITE HILL AZ MK                         196 15 36.5
 QT0459:UTM  13      -  WHITE HILL AZ MK                         192 42 29.6
 QT0459
 QT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6343746478(NAD 83)
 QT0459
 QT0459|---------------------------------------------------------------------|
 QT0459| PID    Reference Object                     Distance      Geod. Az  |
 QT0459|                                                           dddmmss.s |
 QT0459| CQ8999 WHITE HILL RM 1                       8.184 METERS 05718     |
 QT0459| CQ9000 WHITE HILL RM 2                       8.471 METERS 15734     |
 QT0459| CQ8998 WHITE HILL AZ MK                                   1941212.2 |
 QT0459|---------------------------------------------------------------------|
 QT0459
 QT0459                          SUPERSEDED SURVEY CONTROL
 QT0459
 QT0459  NAD 83(1993)-  45 33 09.55336(N)    102 54 21.93470(W) AD(       ) 2
 QT0459  NAD 83(1986)-  45 33 09.55282(N)    102 54 21.93426(W) AD(       ) 2
 QT0459  NAD 27      -  45 33 09.58200(N)    102 54 20.34300(W) AD(       ) 2
 QT0459
 QT0459.Superseded values are not recommended for survey control.
 QT0459
 QT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0459.See file dsdata.pdf to determine how the superseded data were derived.
 QT0459
 QT0459_MARKER: DS = TRIANGULATION STATION DISK
 QT0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0459_STAMPING: WHITE HILL 1952
 QT0459_MARK LOGO: CGS
 QT0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0459+STABILITY: SURFACE MOTION
 QT0459
 QT0459  HISTORY     - Date     Condition        Report By
 QT0459  HISTORY     - 1952     MONUMENTED       CGS
 QT0459  HISTORY     - 1954     GOOD             CGS
 QT0459
 QT0459                          STATION DESCRIPTION
 QT0459
 QT0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0459'THE STATION IS ON A HIGH FLAT-TOPPED HILL ABOUT 21 MILES WEST OF
 QT0459'BISON, 8 MILES EAST OF REVA.  5-1/2 MILES NORTHWEST OF STROOL.
 QT0459'1-1/2 MILES NORTH OF STATE HIGHWAY 8, IN SECTION 4, T 18 N. R 10
 QT0459'E, 20 FEET SOUTH OF THE NORTH EDGE OF THE HILL, AND 6 FEET
 QT0459'SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 QT0459'
 QT0459'TO REACH THE STATION FROM THE T-INTERSECTION ON STATE HIGHWAY
 QT0459'8 ABOUT 1/2 MILE NORTH OF BISON, GO WEST ON THE HIGHWAY FOR 17.15
 QT0459'MILES TO A CROSS ROAD AT THE NORTHEAST EDGE OF THE SMALL VILLAGE
 QT0459'OF PRAIRIE CITY, CONTINUE WEST FOR 4.15 MILES TO A CROSS ROAD,
 QT0459'CONTINUE WEST FOR 1.0 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND
 QT0459'GO NORTH ON TRACK ROAD FOR 0.7 MILE TO A FORK, BEAR LEFT
 QT0459'AND CONTINUE NORTH FOR 0.15 MILE TO THE AZIMUTH MARK ON RIGHT,
 QT0459'CONTINUE NORTH FOR 0.15 MILE TO A TRACK CROSS ROAD, CONTINUE
 QT0459'NORTH AND EAST ON DIM TRACK ROAD FOR 0.6 MILE TO THE TOP OF
 QT0459'HILL AND STATION.
 QT0459'
 QT0459'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED WHITE
 QT0459'HILL 1952.
 QT0459'
 QT0459'REFERENCE MARK 1 IS 25 FEET SOUTH OF THE NORTH EDGE OF THE HILL.
 QT0459'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED WHITE HILL
 QT0459'NO 1 1952.
 QT0459'
 QT0459'REFERENCE MARK 2 IS 10 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 QT0459'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED WHITE HILL
 QT0459'NO 2 1952.
 QT0459'
 QT0459'THE AZIMUTH MARK IS 100 FEET EAST OF A TRACK ROAD AND 4 FEET
 QT0459'SOUTHEAST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 5
 QT0459'INCHES, AND THE DISK IS STAMPED WHITE HILL 1952.
 QT0459
 QT0459                          STATION RECOVERY (1954)
 QT0459
 QT0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0459'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 QT0459'IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR1006 ***********************************************************************
 OR1006  DESIGNATION -  WHITE LAKE RESET
 OR1006  PID         -  OR1006
 OR1006  STATE/COUNTY-  SD/AURORA
 OR1006  COUNTRY     -  US
 OR1006  USGS QUAD   -  WHITE LAKE (2017)
 OR1006
 OR1006                         *CURRENT SURVEY CONTROL
 OR1006  ______________________________________________________________________
 OR1006* NAD 83(1996) POSITION- 43 43 42.41735(N) 098 43 04.32909(W)   ADJUSTED
 OR1006* NAVD 88 ORTHO HEIGHT -   500.250 (meters)     1641.24  (feet) ADJUSTED
 OR1006  ______________________________________________________________________
 OR1006  GEOID HEIGHT    -        -25.782 (meters)                     GEOID18
 OR1006  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 OR1006  DYNAMIC HEIGHT  -        500.123 (meters)     1640.82  (feet) COMP
 OR1006  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 OR1006
 OR1006  HORZ ORDER      -  SECOND
 OR1006  VERT ORDER      -  FIRST     CLASS II
 OR1006
 OR1006.The horizontal coordinates were established by classical geodetic methods
 OR1006.and adjusted by the National Geodetic Survey in January 1998.
 OR1006
 OR1006.The orthometric height was determined by differential leveling and
 OR1006.adjusted by the NATIONAL GEODETIC SURVEY
 OR1006.in September 1993.
 OR1006
 OR1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR1006.GEOID18 height accuracy estimate available here.
 OR1006
 OR1006.Click photographs - Photos may exist for this station.
 OR1006
 OR1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR1006
 OR1006.The dynamic height is computed by dividing the NAVD 88
 OR1006.geopotential number by the normal gravity value computed on the
 OR1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR1006.degrees latitude (g = 980.6199 gals.).
 OR1006
 OR1006.The modeled gravity was interpolated from observed gravity values.
 OR1006
 OR1006. The following values were computed from the NAD 83(1996) position.
 OR1006
 OR1006;                    North         East     Units Scale Factor Converg.
 OR1006;SPC SD S     -   156,251.208   730,139.635   MT  0.99990871   +1 06 52.0
 OR1006;SPC SD S     -   512,634.17  2,395,466.45   sFT  0.99990871   +1 06 52.0
 OR1006;UTM  14      - 4,841,751.689   522,722.501   MT  0.99960635   +0 11 42.1
 OR1006
 OR1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR1006!SPC SD S     -   0.99992560  x   0.99990871  =   0.99983432
 OR1006!UTM  14      -   0.99992560  x   0.99960635  =   0.99953198
 OR1006
 OR1006:                Primary Azimuth Mark                     Grid Az
 OR1006:SPC SD S     -  PETER                                    275 50 40.8
 OR1006:UTM  14      -  PETER                                    276 45 50.7
 OR1006
 OR1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2272241751(NAD 83)
 OR1006
 OR1006|---------------------------------------------------------------------|
 OR1006| PID    Reference Object                     Distance      Geod. Az  |
 OR1006|                                                           dddmmss.s |
 OR1006| OR0838 WHITE LAKE WATER TOWER              353.227 METERS 05618     |
 OR1006| OR0358 WHITE LAKE RM                        20.083 METERS 27304     |
 OR1006| OR0363 PETER                               APPROX.18.7 KM 2765732.8 |
 OR1006| OR0841 KIMBALL WATER TANK                  APPROX.19.6 KM 2775304.7 |
 OR1006|---------------------------------------------------------------------|
 OR1006
 OR1006                          SUPERSEDED SURVEY CONTROL
 OR1006
 OR1006  NAD 83(1995)-  43 43 42.42655(N)    098 43 04.32269(W) AD(       ) 2
 OR1006  NAD 83(1986)-  43 43 42.42725(N)    098 43 04.32617(W) AD(       ) 2
 OR1006
 OR1006.Superseded values are not recommended for survey control.
 OR1006
 OR1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR1006.See file dsdata.pdf to determine how the superseded data were derived.
 OR1006
 OR1006_MARKER: DH = HORIZONTAL CONTROL DISK
 OR1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR1006_STAMPING: WHITE LAKE 1924 1985
 OR1006_MARK LOGO: NGS
 OR1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR1006+STABILITY: SURFACE MOTION
 OR1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR1006+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 OR1006
 OR1006  HISTORY     - Date     Condition        Report By
 OR1006  HISTORY     - 1985     MONUMENTED       NGS
 OR1006  HISTORY     - 19910621 GOOD             NGS
 OR1006
 OR1006                          STATION DESCRIPTION
 OR1006
 OR1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 OR1006'THE STATION SURFACE MARK AND REFERENCE MARK 1 WERE RECOVERED
 OR1006'DESTROYED.  THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD
 OR1006'CONDITION AND A NEW SURFACE STATION MARK, REFERENCE MARKS 2 AND 3, AND
 OR1006'AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT
 OR1006'FOLLOWS.
 OR1006'
 OR1006'THE STATION IS LOCATED ON THE WEST EDGE OF WHITE LAKE, JUST NORTH OF
 OR1006'THE CATHOLIC CHURCH, ALONG THE SOUTH SIDE OF A RAILROAD TRACK.
 OR1006'
 OR1006'TO REACH THE STATION FROM THE INTERSECTION OF A GRAVELED STREET AND
 OR1006'MAIN STREET, ABOUT 30 METERS (98.4 FT) NORTH OF THE POST OFFICE IN
 OR1006'KIMBALL, GO WEST ON GRAVELED STREET FOR 0.25 KM (0.15 MI) TO A CROSS
 OR1006'STREET IN FRONT OF ST PETERS CATHOLIC CHURCH.  GO NORTHWEST ACROSS
 OR1006'PARKING LOT TO NORTHWEST CORNER OF THE LOT AND THE STATION BETWEEN THE
 OR1006'PARKING LOT AND THE RAILROAD TRACK.
 OR1006'
 OR1006'THE STATION IS A STANDARD NGS DISK STAMPED WHITE LAKE 1924 1985, SET
 OR1006'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 OR1006'DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 22.1
 OR1006'METERS (72.5 FT) NORTH FROM THE NORTH EDGE OF CATHOLIC CHURCH PARKING
 OR1006'LOT.  12.5 METERS (41.0 FT) SOUTH FROM THE CENTER OF THE RAILROAD
 OR1006'TRACK.  0.4 METER (1.3 FT) WEST FROM A WITNESS POST.
 OR1006'
 OR1006'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED WHITE LAKE 1924 NO
 OR1006'2 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 OR1006'(30 CM) IN DIAMETER PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.
 OR1006'LOCATED 23.6 METERS (77.4 FT) SOUTH FROM THE CENTER OF RAILROAD TRACK.
 OR1006'11.0 METERS (36.1 FT) NORTH FROM THE NORTH EDGE OF PARKING LOT.  0.9
 OR1006'METER (3.0 FT) WEST FROM A DOUBLE TRUCK ELM TREE, 1 FEET (0.3 M) 0.3
 OR1006'METER (1.0 FT) HIGHER THAN THE STATION.
 OR1006'
 OR1006'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED NGS DISK STAMPED
 OR1006'WHITE LAKE 1924 NO 3 1985 SET INTO THE TOP OF A ROUND CONCRETE
 OR1006'MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 6 INCHES (15 CM)
 OR1006'ABOVE THE GROUND.  LOCATED 21.1 METERS (69.2 FT) NORTH FROM THE
 OR1006'NORTHWEST CORNER OF PARKING LOT.  14.1 METERS (46.3 FT) SOUTH FROM THE
 OR1006'CENTER OF THE RAILROAD TRACK.  2.8 METERS (9.2 FT) WEST FROM THE
 OR1006'PROJECT WEST SIDE OF CATHOLIC CHURCH, 1 FEET (0.3 M) 0.3 METER
 OR1006'(1.0 FT) HIGHER THAN THE STATION.
 OR1006'
 OR1006'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED WHITE LAKE 1924
 OR1006'1985, SET INTO A PARTIALLY EXPOSED BOULDER 3.3 FEET (1.0 M) 1 METER
 OR1006'(3.3 FT) LARGEST DIMENSION.  THE BOULDER PROJECTS 0.3 M (1.0 FT).
 OR1006'LOCATED 111 FEET (33.8 M) WEST-NORTHWEST FROM A FENCE CORNER.  85.5
 OR1006'FEET (26.1 M) NORTH FROM THE CENTER OF OLD HIGHWAY 16.  34 FEET
 OR1006'(10.4 M) NORTH FROM THE CENTER OF RAILROAD TRACK.  1.3 FEET (0.4 M)
 OR1006'EAST FROM A WITNESS POST.
 OR1006'
 OR1006'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN WHITE LAKE, GO SOUTH
 OR1006'ON MAIN STREET FOR 0.4 KM (0.25 MI) TO OLD HIGHWAY 16.  TURN RIGHT AND
 OR1006'GO WEST ON OLD HIGHWAY 16 FOR 1.3 KM (0.80 MI) TO THE MARK ON THE
 OR1006'RIGHT.
 OR1006
 OR1006                          STATION RECOVERY (1991)
 OR1006
 OR1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR1006'0.1 KM (0.1 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OR1006'WHITE LAKE, THENCE 0.3 KM (0.2 MI) WESTERLY ALONG A STREET, 51.8 M
 OR1006'(169.9 FT) NORTHEAST OF THE NORTHWEST CORNER OF SAINT PETERS CATHOLIC
 OR1006'CHURCH, 49.7 M (163.1 FT) SOUTH OF THE CENTER OF A STREET, 11.8 M
 OR1006'(38.7 FT) SOUTH OF THE NEAR RAIL OF THE DAKOTA SOUTHERN RAILROAD, 0.3
 OR1006'M (1.0 FT) WEST OF A WITNESS POST , AND THE MONUMENT PROJECTS 0.05 M
 OR1006'(0.16 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0358 ***********************************************************************
 OR0358  DESIGNATION -  WHITE LAKE RM
 OR0358  PID         -  OR0358
 OR0358  STATE/COUNTY-  SD/AURORA
 OR0358  COUNTRY     -  US
 OR0358  USGS QUAD   -  WHITE LAKE (2017)
 OR0358
 OR0358                         *CURRENT SURVEY CONTROL
 OR0358  ______________________________________________________________________
 OR0358* NAD 83(1986) POSITION- 43 43 42.45   (N) 098 43 05.23   (W)   HD_HELD1
 OR0358* NAVD 88 ORTHO HEIGHT -   500.09  (+/-2cm)     1640.7   (feet) VERTCON3
 OR0358  ______________________________________________________________________
 OR0358  GEOID HEIGHT    -        -25.782 (meters)                     GEOID18
 OR0358  VERT ORDER      -  ? (See Below)
 OR0358
 OR0358.The horizontal coordinates were determined by differentially corrected
 OR0358.hand held GPS observations or other comparable positioning techniques
 OR0358.and have an estimated accuracy of +/- 3 meters.
 OR0358
 OR0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0358
 OR0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0358.GEOID18 height accuracy estimate available here.
 OR0358
 OR0358.The vertical order pertains to the NGVD 29 superseded value.
 OR0358
 OR0358.Click photographs - Photos may exist for this station.
 OR0358
 OR0358;                    North         East    Units  Estimated Accuracy
 OR0358;SPC SD S     -   156,251.8     730,119.5     MT  (+/- 3 meters HH1 GPS) 
 OR0358
 OR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2270241752(NAD 83)
 OR0358
 OR0358                          SUPERSEDED SURVEY CONTROL
 OR0358
 OR0358  NGVD 29 (??/??/92)  499.748  (m)         1639.59   (f) ADJ UNCH       
 OR0358
 OR0358.Superseded values are not recommended for survey control.
 OR0358
 OR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0358.See file dsdata.pdf to determine how the superseded data were derived.
 OR0358
 OR0358_MARKER: DR = REFERENCE MARK DISK
 OR0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0358_STAMPING: WHITE LAKE 1924
 OR0358_MARK LOGO: CGS
 OR0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0358+STABILITY: SURFACE MOTION
 OR0358
 OR0358  HISTORY     - Date     Condition        Report By
 OR0358  HISTORY     - 1924     MONUMENTED       CGS
 OR0358  HISTORY     - 1935     GOOD             CGS
 OR0358
 OR0358                          STATION DESCRIPTION
 OR0358
 OR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0358'AT WHITE LAKE.
 OR0358'AT WHITE LAKE, AURORA COUNTY, ABOUT 0.2 MILE WEST OF THE CHICAGO,
 OR0358'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 5-1/2
 OR0358'RAILS EAST OF A ROAD CROSSING, 66 FEET WEST OF TRAVERSE STATION
 OR0358'WHITE LAKE, DESCRIBED ABOVE, 44 FEET SOUTH OF THE CENTER LINE
 OR0358'OF THE TRACK, AND 3 FEET NORTH OF A ROW OF POLES.  A STANDARD
 OR0358'REFERENCE-MARK DISK, STAMPED WHITE LAKE 1924 AND SET IN THE TOP
 OR0358'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OR0358
 OR0358                          STATION RECOVERY (1935)
 OR0358
 OR0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0838 ***********************************************************************
 OR0838  DESIGNATION -  WHITE LAKE WATER TOWER
 OR0838  PID         -  OR0838
 OR0838  STATE/COUNTY-  SD/AURORA
 OR0838  COUNTRY     -  US
 OR0838  USGS QUAD   -  WHITE LAKE (2017)
 OR0838
 OR0838                         *CURRENT SURVEY CONTROL
 OR0838  ______________________________________________________________________
 OR0838* NAD 83(1996) POSITION- 43 43 48.76843(N) 098 42 51.19939(W)   ADJUSTED
 OR0838  ______________________________________________________________________
 OR0838  GEOID HEIGHT    -        -25.780 (meters)                     GEOID18
 OR0838  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 OR0838  HORZ ORDER      -  THIRD
 OR0838
 OR0838.The horizontal coordinates were established by classical geodetic methods
 OR0838.and adjusted by the National Geodetic Survey in January 1998.
 OR0838
 OR0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0838.GEOID18 height accuracy estimate available here.
 OR0838
 OR0838.Click photographs - Photos may exist for this station.
 OR0838
 OR0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0838
 OR0838. The following values were computed from the NAD 83(1996) position.
 OR0838
 OR0838;                    North         East     Units Scale Factor Converg.
 OR0838;SPC SD S     -   156,452.887   730,429.586   MT  0.99990877   +1 07 01.0
 OR0838;SPC SD S     -   513,295.85  2,396,417.73   sFT  0.99990877   +1 07 01.0
 OR0838;UTM  14      - 4,841,948.631   523,015.562   MT  0.99960652   +0 11 51.2
 OR0838
 OR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP2301541948(NAD 83)
 OR0838
 OR0838                          SUPERSEDED SURVEY CONTROL
 OR0838
 OR0838  NAD 83(1995)-  43 43 48.77924(N)    098 42 51.19005(W) AD(       ) 3
 OR0838  NAD 83(1986)-  43 43 48.77912(N)    098 42 51.19486(W) AD(       ) 3
 OR0838  NAD 27      -  43 43 48.79000(N)    098 42 49.88000(W) AD(       ) 3
 OR0838
 OR0838.Superseded values are not recommended for survey control.
 OR0838
 OR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0838.See file dsdata.pdf to determine how the superseded data were derived.
 OR0838
 OR0838_MARKER: 53 = ELEVATED TANK
 OR0838
 OR0838  HISTORY     - Date     Condition        Report By
 OR0838  HISTORY     - 1934     FIRST OBSERVED   CGS
 OR0838
 OR0838                          STATION DESCRIPTION
 OR0838
 OR0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OR0838'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL WATER TANK, APPROXIMATELY
 OR0838'125 FEET HIGH, LOCATED IN WHITE LAKE.
 OR0838'
 OR0838'OBSERVED FROM STATION EAGLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0950 ***********************************************************************
 PR0950  DESIGNATION -  WHITE MUNICIPAL TANK
 PR0950  PID         -  PR0950
 PR0950  STATE/COUNTY-  SD/BROOKINGS
 PR0950  COUNTRY     -  US
 PR0950  USGS QUAD   -  WHITE (2017)
 PR0950
 PR0950                         *CURRENT SURVEY CONTROL
 PR0950  ______________________________________________________________________
 PR0950* NAD 83(1996) POSITION- 44 26 07.85266(N) 096 38 55.56981(W)   ADJUSTED
 PR0950  ______________________________________________________________________
 PR0950  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 PR0950  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 PR0950  HORZ ORDER      -  THIRD
 PR0950
 PR0950.The horizontal coordinates were established by classical geodetic methods
 PR0950.and adjusted by the National Geodetic Survey in January 1998.
 PR0950
 PR0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0950.GEOID18 height accuracy estimate available here.
 PR0950
 PR0950.Click photographs - Photos may exist for this station.
 PR0950
 PR0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0950
 PR0950. The following values were computed from the NAD 83(1996) position.
 PR0950
 PR0950;                    North         East     Units Scale Factor Converg.
 PR0950;SPC SD N     -    72,437.701   866,738.355   MT  0.99999644   +2 22 18.5
 PR0950;SPC SD N     -   237,656.02  2,843,624.09   sFT  0.99999644   +2 22 18.5
 PR0950;UTM  14      - 4,922,935.158   687,124.564   MT  1.00003063   +1 38 47.7
 PR0950
 PR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ8712422935(NAD 83)
 PR0950
 PR0950                          SUPERSEDED SURVEY CONTROL
 PR0950
 PR0950  NAD 83(1986)-  44 26 07.85095(N)    096 38 55.54348(W) AD(       ) 3
 PR0950  NAD 27      -  44 26 07.97317(N)    096 38 54.39841(W) AD(       ) 3
 PR0950
 PR0950.Superseded values are not recommended for survey control.
 PR0950
 PR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0950.See file dsdata.pdf to determine how the superseded data were derived.
 PR0950
 PR0950_MARKER: 51 = TANK
 PR0950
 PR0950  HISTORY     - Date     Condition        Report By
 PR0950  HISTORY     - 1968     FIRST OBSERVED   USGS
 PR0950
 PR0950                          STATION DESCRIPTION
 PR0950
 PR0950'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0155 ***********************************************************************
 PU0155  DESIGNATION -  WHITE RM 1
 PU0155  PID         -  PU0155
 PU0155  STATE/COUNTY-  SD/MEADE
 PU0155  COUNTRY     -  US
 PU0155  USGS QUAD   -  WHITE OWL (2017)
 PU0155
 PU0155                         *CURRENT SURVEY CONTROL
 PU0155  ______________________________________________________________________
 PU0155* NAD 83(1986) POSITION- 44 36 31.08   (N) 102 23 39.87   (W)   HD_HELD1
 PU0155* NAVD 88 ORTHO HEIGHT -   872.480 (meters)     2862.46  (feet) ADJUSTED
 PU0155  ______________________________________________________________________
 PU0155  GEOID HEIGHT    -        -18.845 (meters)                     GEOID18
 PU0155  DYNAMIC HEIGHT  -        872.256 (meters)     2861.73  (feet) COMP
 PU0155  MODELED GRAVITY -    980,331.7   (mgal)                       NAVD 88
 PU0155
 PU0155  VERT ORDER      -  FIRST     CLASS II
 PU0155
 PU0155.The horizontal coordinates were determined by differentially corrected
 PU0155.hand held GPS observations or other comparable positioning techniques
 PU0155.and have an estimated accuracy of +/- 3 meters.
 PU0155
 PU0155.The orthometric height was determined by differential leveling and
 PU0155.adjusted by the NATIONAL GEODETIC SURVEY
 PU0155.in October 1997.
 PU0155
 PU0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0155.GEOID18 height accuracy estimate available here.
 PU0155
 PU0155.Click photographs - Photos may exist for this station.
 PU0155
 PU0155.The dynamic height is computed by dividing the NAVD 88
 PU0155.geopotential number by the normal gravity value computed on the
 PU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0155.degrees latitude (g = 980.6199 gals.).
 PU0155
 PU0155.The modeled gravity was interpolated from observed gravity values.
 PU0155
 PU0155;                    North         East    Units  Estimated Accuracy
 PU0155;SPC SD N     -    88,963.6     409,961.3     MT  (+/- 3 meters HH1 GPS) 
 PU0155
 PU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0675442778(NAD 83)
 PU0155
 PU0155                          SUPERSEDED SURVEY CONTROL
 PU0155
 PU0155  NAVD 88 (06/15/91)  872.459  (m)         2862.39   (f) SUPERSEDED  1 2
 PU0155  NGVD 29 (??/??/92)  871.986  (m)         2860.84   (f) ADJ UNCH    1 2
 PU0155
 PU0155.Superseded values are not recommended for survey control.
 PU0155
 PU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0155.See file dsdata.pdf to determine how the superseded data were derived.
 PU0155
 PU0155_MARKER: DR = REFERENCE MARK DISK
 PU0155_SETTING: 66 = SET IN ROCK OUTCROP
 PU0155_STAMPING: WHITE NO 1 1950
 PU0155_MARK LOGO: CGS
 PU0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0155+STABILITY: POSITION/ELEVATION WELL
 PU0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0155+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0155
 PU0155  HISTORY     - Date     Condition        Report By
 PU0155  HISTORY     - 1950     MONUMENTED       CGS
 PU0155  HISTORY     - 1963     GOOD             CGS
 PU0155  HISTORY     - 19950605 GOOD             NGS
 PU0155
 PU0155                          STATION DESCRIPTION
 PU0155
 PU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0155'2.6 MI NE FROM WHITE OWL.
 PU0155'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0155'POST OFFICE AT WHITE OWL, THENCE 0.3 MILE NORTHWEST ACROSS COUNTRY
 PU0155'TO THE CREST OF A HILL, 15.8 FEET EAST OF WHITE 1950, ABOUT
 PU0155'3 FEET SOUTH OF THE NORTH EDGE OF THE HILL, AND SET IN THE TOP
 PU0155'OF A SMALL OUTCROP OF ROCK FLUSH WITH THE GROUND.
 PU0155
 PU0155                          STATION RECOVERY (1995)
 PU0155
 PU0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0155'23.4 KM (14.55 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0155'OFFICE IN UNION CENTER, THENCE 0.6 KM (0.35 MI) NORTHERLY ACROSS A
 PU0155'PASTURE TO THE HIGHEST POINT OF A ROCKY HILL, NEAR THE CENTER OF A 1
 PU0155'BY 3-FOOT AREA OF OUTCROPPING BEDROCK, 4.9 M (16.1 FT) EAST OF
 PU0155'TRIANGULATION STATION WHITE, AND FLUSH WITH THE GROUND SURFACE.
 PU0155'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RAYMOND HOWIE, BOX 81,
 PU0155'WHITE OWL, SD 57792, TELEPHONE NUMBER (605) 985-5229.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0153 ***********************************************************************
 PU0153  DESIGNATION -  WHITE RM 2
 PU0153  PID         -  PU0153
 PU0153  STATE/COUNTY-  SD/MEADE
 PU0153  COUNTRY     -  US
 PU0153  USGS QUAD   -  WHITE OWL (2017)
 PU0153
 PU0153                         *CURRENT SURVEY CONTROL
 PU0153  ______________________________________________________________________
 PU0153* NAD 83(1986) POSITION- 44 36 31.02   (N) 102 23 40.34   (W)   HD_HELD1
 PU0153* NAVD 88 ORTHO HEIGHT -   872.260 (meters)     2861.74  (feet) ADJUSTED
 PU0153  ______________________________________________________________________
 PU0153  GEOID HEIGHT    -        -18.845 (meters)                     GEOID18
 PU0153  DYNAMIC HEIGHT  -        872.036 (meters)     2861.00  (feet) COMP
 PU0153  MODELED GRAVITY -    980,331.6   (mgal)                       NAVD 88
 PU0153
 PU0153  VERT ORDER      -  FIRST     CLASS II
 PU0153
 PU0153.The horizontal coordinates were determined by differentially corrected
 PU0153.hand held GPS observations or other comparable positioning techniques
 PU0153.and have an estimated accuracy of +/- 3 meters.
 PU0153
 PU0153.The orthometric height was determined by differential leveling and
 PU0153.adjusted by the NATIONAL GEODETIC SURVEY
 PU0153.in October 1997.
 PU0153
 PU0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0153.GEOID18 height accuracy estimate available here.
 PU0153
 PU0153.Click photographs - Photos may exist for this station.
 PU0153
 PU0153.The dynamic height is computed by dividing the NAVD 88
 PU0153.geopotential number by the normal gravity value computed on the
 PU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0153.degrees latitude (g = 980.6199 gals.).
 PU0153
 PU0153.The modeled gravity was interpolated from observed gravity values.
 PU0153
 PU0153;                    North         East    Units  Estimated Accuracy
 PU0153;SPC SD N     -    88,962.0     409,950.9     MT  (+/- 3 meters HH1 GPS) 
 PU0153
 PU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK0674442776(NAD 83)
 PU0153
 PU0153                          SUPERSEDED SURVEY CONTROL
 PU0153
 PU0153  NAVD 88 (06/15/91)  872.233  (m)         2861.65   (f) SUPERSEDED  1 2
 PU0153  NGVD 29 (??/??/92)  871.760  (m)         2860.10   (f) ADJ UNCH    1 2
 PU0153
 PU0153.Superseded values are not recommended for survey control.
 PU0153
 PU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0153.See file dsdata.pdf to determine how the superseded data were derived.
 PU0153
 PU0153_MARKER: DR = REFERENCE MARK DISK
 PU0153_SETTING: 66 = SET IN ROCK OUTCROP
 PU0153_STAMPING: WHITE NO 2 1950
 PU0153_MARK LOGO: CGS
 PU0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0153+STABILITY: POSITION/ELEVATION WELL
 PU0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0153+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0153
 PU0153  HISTORY     - Date     Condition        Report By
 PU0153  HISTORY     - 1950     MONUMENTED       CGS
 PU0153  HISTORY     - 1963     GOOD             CGS
 PU0153  HISTORY     - 19950605 GOOD             NGS
 PU0153
 PU0153                          STATION DESCRIPTION
 PU0153
 PU0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0153'2.6 MI NE FROM WHITE OWL.
 PU0153'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE STORE AND
 PU0153'POST OFFICE AT WHITE OWL, THENCE 0.3 MILE NORTHWEST ACROSS
 PU0153'COUNTRY TO THE CREST OF A HILL, 18.9 FEET WEST OF WHITE 1950, 3
 PU0153'FEET EAST OF THE WEST EDGE OF THE HILL, AND SET IN THE TOP OF A
 PU0153'SMALL FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
 PU0153
 PU0153                          STATION RECOVERY (1995)
 PU0153
 PU0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0153'23.4 KM (14.55 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU0153'OFFICE IN UNION CENTER, THENCE 0.6 KM (0.35 MI) NORTHERLY ACROSS A
 PU0153'PASTURE TO THE HIGHEST POINT OF A ROCKY HILL, NEAR THE SOUTH END OF A
 PU0153'7 BY 7-FOOT AREA OF OUTCROPPING BEDROCK, 5.7 M (18.7 FT) EAST OF
 PU0153'TRIANGULATION STATION WHITE, 0.6 M (2.0 FT) EAST OF THE WEST EDGE OF
 PU0153'THE OUTCROP, AND FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 PU0153'ON PROPERTY OWNED BY RAYMOND HOWIE, BOX 81, WHITE OWL, SD 57792,
 PU0153'TELEPHONE NUMBER (605) 985-5229.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0822 ***********************************************************************
 OR0822  DESIGNATION -  WHITE SWAN 2
 OR0822  PID         -  OR0822
 OR0822  STATE/COUNTY-  SD/CHARLES MIX
 OR0822  COUNTRY     -  US
 OR0822  USGS QUAD   -  FORT RANDALL DAM (2017)
 OR0822
 OR0822                         *CURRENT SURVEY CONTROL
 OR0822  ______________________________________________________________________
 OR0822* NAD 83(1996) POSITION- 43 03 15.60359(N) 098 30 22.03672(W)   ADJUSTED
 OR0822* NAVD 88 ORTHO HEIGHT -   550.    (meters)     1804.    (feet) SCALED
 OR0822  ______________________________________________________________________
 OR0822  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 OR0822  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 OR0822  HORZ ORDER      -  SECOND
 OR0822
 OR0822.The horizontal coordinates were established by classical geodetic methods
 OR0822.and adjusted by the National Geodetic Survey in January 1998.
 OR0822
 OR0822.The orthometric height was scaled from a topographic map.
 OR0822
 OR0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0822.GEOID18 height accuracy estimate available here.
 OR0822
 OR0822.Click photographs - Photos may exist for this station.
 OR0822
 OR0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0822
 OR0822. The following values were computed from the NAD 83(1996) position.
 OR0822
 OR0822;                    North         East     Units Scale Factor Converg.
 OR0822;SPC SD S     -    81,734.406   748,842.580   MT  0.99995500   +1 15 37.8
 OR0822;SPC SD S     -   268,156.96  2,456,827.70   sFT  0.99995500   +1 15 37.8
 OR0822;UTM  14      - 4,766,966.901   540,219.784   MT  0.99961990   +0 20 13.8
 OR0822
 OR0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0822!SPC SD S     -   0.99991782  x   0.99995500  =   0.99987282
 OR0822!UTM  14      -   0.99991782  x   0.99961990  =   0.99953775
 OR0822
 OR0822:                Primary Azimuth Mark                     Grid Az
 OR0822:SPC SD S     -  WHITE SWAN 2 AZ MK                       066 53 38.3
 OR0822:UTM  14      -  WHITE SWAN 2 AZ MK                       067 49 02.3
 OR0822
 OR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4021966966(NAD 83)
 OR0822
 OR0822|---------------------------------------------------------------------|
 OR0822| PID    Reference Object                     Distance      Geod. Az  |
 OR0822|                                                           dddmmss.s |
 OR0822| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX. 1.8 KM 0483043.2 |
 OR0822| CO4066 WHITE SWAN 2 AZ MK                                 0680916.1 |
 OR0822| CO4067 WHITE SWAN 2 RM 1                    15.378 METERS 12433     |
 OR0822| CO4068 WHITE SWAN 2 RM 2                    11.396 METERS 27314     |
 OR0822|---------------------------------------------------------------------|
 OR0822
 OR0822                          SUPERSEDED SURVEY CONTROL
 OR0822
 OR0822  NAD 83(1995)-  43 03 15.60365(N)    098 30 22.03666(W) AD(       ) 2
 OR0822  NAD 83(1986)-  43 03 15.61442(N)    098 30 22.04439(W) AD(       ) 2
 OR0822  NAD 27      -  43 03 15.64000(N)    098 30 20.75100(W) AD(       ) 2
 OR0822
 OR0822.Superseded values are not recommended for survey control.
 OR0822
 OR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0822.See file dsdata.pdf to determine how the superseded data were derived.
 OR0822
 OR0822_MARKER: DS = TRIANGULATION STATION DISK
 OR0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0822_STAMPING: WHITE SWAN 2 1945
 OR0822_MARK LOGO: CGS
 OR0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0822+STABILITY: SURFACE MOTION
 OR0822
 OR0822  HISTORY     - Date     Condition        Report By
 OR0822  HISTORY     - 1945     MONUMENTED       CGS
 OR0822  HISTORY     - 1948     GOOD             CGS
 OR0822  HISTORY     - 1973     GOOD             USAF
 OR0822
 OR0822                          STATION DESCRIPTION
 OR0822
 OR0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 OR0822'THE STATION IS LOCATED ABOUT 7.5 MILES SSE OF THE VILLAGE OF
 OR0822'LAKE ANDES ON A HIGH PROMINENT HILL THAT OVERLOOKS THE MISSOURI
 OR0822'RIVER TO THE S AND E.  THE STATION IS ON THE SUMMIT WHERE
 OR0822'THERE WAS A ROCK CAIRN BELIEVED TO BE THE SITE OF WHITE SWAN
 OR0822'MO.R.C. (SEE RESULT OF SEARCH IN DESCRIPTION ABOVE).  THE STATION
 OR0822'IS 7-1/2 FEET SW OF A STANDARD REFERENCE POST AND 6-1/2 FEET
 OR0822'W OF A N-S FENCE LINE.
 OR0822'
 OR0822'STATION MARK IS A BRONZE STATION DISK, STAMPED WHITE SWAN
 OR0822'2 1945 AND PROJECTS 5 INCHES.  UNDERGROUND MARK IS A BRONZE
 OR0822'STATION DISK.  SURFACE AND UNDERGROUND MARKS ARE SET IN CONCRETE.
 OR0822'
 OR0822'REFERENCE MARK 1 IS 50.46 FEET SE OF THE STATION AND 34 FEET
 OR0822'E OF A N-S FENCE LINE.  IT IS ABOUT 4 FEET LOWER IN ELEVATION
 OR0822'THAN THE STATION MARK.  IT IS A BRONZE REFERENCE DISK, STAMPED
 OR0822'WHITE SWAN 2 NO 1 1945, AND PROJECTS 5 INCHES.
 OR0822'
 OR0822'REFERENCE MARK 2 IS 37.38 FEET W OF THE STATION AND ABOUT 4
 OR0822'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 OR0822'REFERENCE DISK, STAMPED WHITE SWAN 2 NO 2 1945, AND PROJECTS
 OR0822'5 INCHES.
 OR0822'
 OR0822'BOTH REFERENCE MARKS ARE SET IN THE TOPS OF CONCRETE POSTS.
 OR0822'
 OR0822'THE AZIMUTH MARK IS 0.5 MILE E OF THE STATION AND JUST W OF
 OR0822'A FARMHOUSE YARD.  IT IS 70 FEET WNW OF A FARM WELL AND
 OR0822'WINDMILL, 2-1/2 FEET S OF A STANDARD WITNESS POST, AND 6 INCHES
 OR0822'E OF A N-S FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN
 OR0822'TOP OF A CONCRETE POST, STAMPED WHITE SWAN 2 1945, AND PROJECTS
 OR0822'4 INCHES.
 OR0822'
 OR0822'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 OR0822'AND U.S. HIGHWAY 18 ON THE S EDGE OF THE SMALL VILLAGE OF
 OR0822'LAKE ANDES, GO W ON HIGHWAY 18 FOR 0.2 MILE TO A GRADED DIRT
 OR0822'T-ROAD LEFT, TURN LEFT AND GO S FOR 4.8 MILES TO A T-ROAD
 OR0822'INTERSECTION, TURN LEFT AND GO E ON MAIN-TRAVELED ROAD FOR
 OR0822'1.0 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.0 MILE TO A
 OR0822'T-ROAD LEFT, TURN LEFT AND GO 2.0 MILES TO A FARM DRIVE RIGHT,
 OR0822'TURN RIGHT, GO 0.8 MILE TO FARMHOUSE ON LEFT AND THE AZIMUTH
 OR0822'MARK ON THE RIGHT.  PASS THROUGH A WIRE GATE JUST W OF A
 OR0822'WINDMILL AND GO W ON FARM LANE FOR 0.05 MILE TO ANOTHER WIRE
 OR0822'GATE.  PASS THROUGH GATE AND TURN SHARP LEFT TO THE SUMMIT
 OR0822'OF RIDGE AND FOLLOW WAGON TRACKS DOWN SLOPE OF THE HILL TO A
 OR0822'WASH, CONTINUE ON TO THE TOP OF THE DIVIDE AND GO W 0.8
 OR0822'MILE TO THE SUMMIT OF A HIGH HILL AND STATION AS DESCRIBED.
 OR0822'
 OR0822'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 OR0822
 OR0822                          STATION RECOVERY (1948)
 OR0822
 OR0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0822'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945 AND
 OR0822'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 OR0822'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE ROADS HAVE
 OR0822'BEEN CHANGED CONSIDERABLY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 OR0822'
 OR0822'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF LAKE
 OR0822'ANDES, ABOUT 1-1/2 MILE EAST OF PICKSTOWN, ABOUT 2-1/2 MILES
 OR0822'EAST OF FORT RANDALL DAM, ON A HIGH, PROMINENT HILL OVERLOOKING
 OR0822'THE MISSOURI RIVER TO THE SOUTH.  STAMPED WHITE SWAN 2 1945
 OR0822'AND PROJECTS 5 INCHES.
 OR0822'
 OR0822'REFERENCE MARK NO. 1 IS 50.46 FEET (SLOPE) SOUTHEAST OF, AND
 OR0822'ABOUT 4 FEET LOWER THAN THE STATION.  STAMPED WHITE SWAN 2
 OR0822'NO 1 1945 AND PROJECTS 5 INCHES.
 OR0822'
 OR0822'REFERENCE MARK NO. 2 IS 37.38 FEET (SLOPE) WEST OF, AND ABOUT
 OR0822'4 FEET LOWER THAN THE STATION.  STAMPED WHITE SWAN 2 NO 2
 OR0822'1945 AND PROJECTS 5 INCHES.
 OR0822'
 OR0822'THE AZIMUTH MARK IS ABOUT 0.5 MILE, AIRLINE, NORTHEAST OF THE
 OR0822'STATION AND ABOUT 100 YARDS WEST OF A FARM HOUSE.  IT IS 70 FEET
 OR0822'NORTHWEST OF A WINDMILL AND 2.5 FEET SOUTH OF A WITNESS POST.
 OR0822'STAMPED WHITE SWAN 2 1945 AND PROJECTS 4 INCHES.
 OR0822'
 OR0822'NOTE--AN UNSUCCESSFUL ATTEMPT, BY MEANS OF AN INVERSE, WAS MADE
 OR0822'TO RECOVER WHITE SWAN (MO.R.C.).
 OR0822'
 OR0822'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING IN
 OR0822'PICKSTOWN, GO EAST ON A DIRT ROAD FOR 2.1 MILE TO A TRACK ROAD
 OR0822'RIGHT, BETWEEN 2 HIGH POLES.  TURN RIGHT AND FOLLOW THE TRACK
 OR0822'ROAD SOUTH AND WEST FOR 0.85 MILE TO A FARM HOUSE.  TURN RIGHT,
 OR0822'AROUND THE SOUTH SIDE OF THE HOUSE, AND GO 0.05 MILE TO THE
 OR0822'AZIMUTH MARK ON THE RIGHT.
 OR0822'
 OR0822'FROM HERE, PASS THRU A GATE AND GO WEST FOR 0.05 MILE TO ANOTHER
 OR0822'GATE.  PASS THRU THE GATE, TURN LEFT AND FOLLOW A TRACK ROAD FOR
 OR0822'0.8 MILE TO THE TOP OF A SMALL KNOLL AND THE STATION.
 OR0822'
 OR0822'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 OR0822
 OR0822                          STATION RECOVERY (1973)
 OR0822
 OR0822'RECOVERY NOTE BY US AIR FORCE 1973
 OR0822'STATION, REFERENCED MARKS, AND AZIMUTH MARK WERE RECOVERED
 OR0822'IN GOOD CONDITION.
 OR0822'
 OR0822'A NEW AND COMPLETED ROUTE DESCRIPTION FOLLOWS--
 OR0822'
 OR0822'TO REACH STATION FROM INTERSECTION OF LEWIS AVENUE AND U.S. HWY
 OR0822'281/18 AT THE NORTH EDGE OF PICKSTOWN, GO SOUTH FOR 0.2 MILES
 OR0822'TO THE INTERSECTION OF LEWIS AVENUE AND WHITE SWAN DRIVE.
 OR0822'TURN LEFT (EAST) ON WHITE SWAN DRIVE FOR 0.25 MILES TO END OF THE
 OR0822'PAVEMENT AT A CROSSROAD.  CONTINUE EAST FOR 1.9 MILES ON
 OR0822'DIRT ROAD TO A RANCH ROAD TO THE RIGHT.  TURN RIGHT (SOUTH)
 OR0822'AND (WEST) FOR 0.85 MILES TO A RANCH, AND AZIMUTH MARK IN A
 OR0822'SMALL GROVE OF TREES ON THE RIGHT (APPROX. 25 NORTH OF A CATTLE
 OR0822'LOADING RAMP.  CONTINUE THRU A CATTLE PEN GATE AND SOUTHERLY ON
 OR0822'A ROUGH TRACK ROAD FOR 0.8 MILES TO THE STATION ON TOP
 OR0822'OF A SMALL KNOLL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0792 ***********************************************************************
 QS0792  DESIGNATION -  WHITEHORSE
 QS0792  PID         -  QS0792
 QS0792  STATE/COUNTY-  SD/DEWEY
 QS0792  COUNTRY     -  US
 QS0792  USGS QUAD   -  GLENCROSS SE (2017)
 QS0792
 QS0792                         *CURRENT SURVEY CONTROL
 QS0792  ______________________________________________________________________
 QS0792* NAD 83(1996) POSITION- 45 16 31.77066(N) 100 50 07.13482(W)   ADJUSTED
 QS0792* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 QS0792  ______________________________________________________________________
 QS0792  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 QS0792  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 QS0792  HORZ ORDER      -  THIRD
 QS0792
 QS0792.The horizontal coordinates were established by classical geodetic methods
 QS0792.and adjusted by the National Geodetic Survey in January 1998.
 QS0792
 QS0792.The orthometric height was scaled from a topographic map.
 QS0792
 QS0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0792.GEOID18 height accuracy estimate available here.
 QS0792
 QS0792.Click photographs - Photos may exist for this station.
 QS0792
 QS0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0792
 QS0792. The following values were computed from the NAD 83(1996) position.
 QS0792
 QS0792;                    North         East     Units Scale Factor Converg.
 QS0792;SPC SD N     -   160,595.625   534,459.072   MT  0.99994676   -0 35 28.3
 QS0792;SPC SD N     -   526,887.48  1,753,471.14   sFT  0.99994676   -0 35 28.3
 QS0792;UTM  14      - 5,015,193.213   356,044.147   MT  0.99985481   -1 18 15.2
 QS0792
 QS0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0792!SPC SD N     -   0.99991257  x   0.99994676  =   0.99985934
 QS0792!UTM  14      -   0.99991257  x   0.99985481  =   0.99976739
 QS0792
 QS0792:                Primary Azimuth Mark                     Grid Az
 QS0792:SPC SD N     -  DEW                                      272 52 11.9
 QS0792:UTM  14      -  DEW                                      273 34 58.8
 QS0792
 QS0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5604415193(NAD 83)
 QS0792
 QS0792|---------------------------------------------------------------------|
 QS0792| PID    Reference Object                     Distance      Geod. Az  |
 QS0792|                                                           dddmmss.s |
 QS0792| CO7192 WHITEHORSE RM 1                      11.682 METERS 23604     |
 QS0792| QS0791 DEW                                 APPROX. 1.4 KM 2721643.6 |
 QS0792| CO7193 WHITEHORSE RM 2                      14.964 METERS 33046     |
 QS0792|---------------------------------------------------------------------|
 QS0792
 QS0792                          SUPERSEDED SURVEY CONTROL
 QS0792
 QS0792  NAD 83(1986)-  45 16 31.76295(N)    100 50 07.13437(W) AD(       ) 3
 QS0792  NAD 27      -  45 16 31.82300(N)    100 50 05.63700(W) AD(       ) 3
 QS0792
 QS0792.Superseded values are not recommended for survey control.
 QS0792
 QS0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0792.See file dsdata.pdf to determine how the superseded data were derived.
 QS0792
 QS0792_MARKER: DB = BENCH MARK DISK
 QS0792_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QS0792_STAMPING: WHITEHORSE 1946
 QS0792_MARK LOGO: USGS
 QS0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0792+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 QS0792
 QS0792  HISTORY     - Date     Condition        Report By
 QS0792  HISTORY     - 1946     MONUMENTED       USGS
 QS0792  HISTORY     - 20090225 GOOD             BROSZ
 QS0792
 QS0792                          STATION DESCRIPTION
 QS0792
 QS0792'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JCM)
 QS0792'THE STATION IS IN SECTION 9, T 15 N, R 27 E, ABOUT 2 MILES
 QS0792'EAST-NORTHEAST OF THE VILLAGE OF WHITEHORSE, AND 15 FEET
 QS0792'SOUTH-SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 QS0792'
 QS0792'TO REACH THE STATION FROM THE CROSSROADS JUST NORTH OF THE
 QS0792'WHITEHORSE POST OFFICE GO EAST ON GRAVEL ROAD FOR 2.0 MILES
 QS0792'TO A FORK AND SIGN PROMISE 15, TAKE LEFT FORK (EAST) AND GO
 QS0792'ON GRAVEL ROAD FOR 0.6 MILE TO A DIM TRACK ROAD LEFT, TURN
 QS0792'LEFT AND FOLLOW DIM TRACKS NORTHWESTERLY UP NARROW RIDGE FOR
 QS0792'0.3 MILE TO TOP OF MAIN RIDGE, TURN RIGHT AND GO EAST FOR 0.5
 QS0792'MILE TO THE HIGHEST POINT AND THE STATION.
 QS0792'
 QS0792'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 QS0792'MARK DISK STAMPED WHITEHORSE 1946.  THE MARK IS SET IN THE
 QS0792'TOP OF A 6 IN X 6 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 QS0792'
 QS0792'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 QS0792'WHITEHORSE USGS NO 1 1952.
 QS0792'
 QS0792'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 QS0792'WHITEHORSE USGS NO 2 1952.
 QS0792'
 QS0792'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0792
 QS0792                          STATION RECOVERY (2009)
 QS0792
 QS0792'RECOVERY NOTE BY BROSZ ENGINEERING INCORPORATED 2009 (JRS)
 QS0792'STATION, RM1 AND RM2 FOUND AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0861 ***********************************************************************
 OR0861  DESIGNATION -  WHITER
 OR0861  PID         -  OR0861
 OR0861  STATE/COUNTY-  SD/LYMAN
 OR0861  COUNTRY     -  US
 OR0861  USGS QUAD   -  IONA NW (2017)
 OR0861
 OR0861                         *CURRENT SURVEY CONTROL
 OR0861  ______________________________________________________________________
 OR0861* NAD 83(1996) POSITION- 43 43 53.74666(N) 099 26 41.63007(W)   ADJUSTED
 OR0861* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 OR0861  ______________________________________________________________________
 OR0861  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 OR0861  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 OR0861  HORZ ORDER      -  SECOND
 OR0861
 OR0861.The horizontal coordinates were established by classical geodetic methods
 OR0861.and adjusted by the National Geodetic Survey in January 1998.
 OR0861
 OR0861.The orthometric height was scaled from a topographic map.
 OR0861
 OR0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0861.GEOID18 height accuracy estimate available here.
 OR0861
 OR0861.Click photographs - Photos may exist for this station.
 OR0861
 OR0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0861
 OR0861. The following values were computed from the NAD 83(1996) position.
 OR0861
 OR0861;                    North         East     Units Scale Factor Converg.
 OR0861;SPC SD S     -   155,717.950   671,570.634   MT  0.99990882   +0 36 46.4
 OR0861;SPC SD S     -   510,884.64  2,203,311.32   sFT  0.99990882   +0 36 46.4
 OR0861;UTM  14      - 4,842,158.698   464,170.337   MT  0.99961579   -0 18 27.2
 OR0861
 OR0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0861!SPC SD S     -   0.99992497  x   0.99990882  =   0.99983380
 OR0861!UTM  14      -   0.99992497  x   0.99961579  =   0.99954079
 OR0861
 OR0861:                Primary Azimuth Mark                     Grid Az
 OR0861:SPC SD S     -  WHITER AZ MK                             359 11 04.2
 OR0861:UTM  14      -  WHITER AZ MK                             000 06 17.8
 OR0861
 OR0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6417042158(NAD 83)
 OR0861
 OR0861|---------------------------------------------------------------------|
 OR0861| PID    Reference Object                     Distance      Geod. Az  |
 OR0861|                                                           dddmmss.s |
 OR0861| CO4073 WHITER RM 1                          17.417 METERS 13240     |
 OR0861| CO4074 WHITER RM 2                          16.668 METERS 35621     |
 OR0861| CO4072 WHITER AZ MK                                       3594750.6 |
 OR0861|---------------------------------------------------------------------|
 OR0861
 OR0861                          SUPERSEDED SURVEY CONTROL
 OR0861
 OR0861  NAD 83(1995)-  43 43 53.74435(N)    099 26 41.63589(W) AD(       ) 2
 OR0861  NAD 83(1986)-  43 43 53.74593(N)    099 26 41.63604(W) AD(       ) 2
 OR0861  NAD 27      -  43 43 53.76100(N)    099 26 40.28000(W) AD(       ) 2
 OR0861
 OR0861.Superseded values are not recommended for survey control.
 OR0861
 OR0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0861.See file dsdata.pdf to determine how the superseded data were derived.
 OR0861
 OR0861_MARKER: DS = TRIANGULATION STATION DISK
 OR0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0861_STAMPING: WHITER 1948
 OR0861_MARK LOGO: CGS
 OR0861_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OR0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0861+STABILITY: SURFACE MOTION
 OR0861
 OR0861  HISTORY     - Date     Condition        Report By
 OR0861  HISTORY     - 1948     MONUMENTED       CGS
 OR0861  HISTORY     - 19840628 GOOD             NGS
 OR0861
 OR0861                          STATION DESCRIPTION
 OR0861
 OR0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0861'THE STATION IS LOCATED ABOUT 8-1/4 MILES SOUTHWEST OF CHAMBERLAIN,
 OR0861'ABOUT 1/2 MILE NORTH OF THE WHITE RIVER, ON A HIGH HILL
 OR0861'OVERLOOKING THE WHITE RIVER AND THE MISSOURI RIVER TO THE SOUTH.
 OR0861'IT IS ABOUT 100 YARDS SOUTHWEST OF A DIRT ROAD, 12-1/2 FEET
 OR0861'NORTHWEST OF A WITNESS POST, AND 6-1/2 FEET EAST OF A FENCE
 OR0861'CORNER.  THE DISK IS STAMPED WHITER 1948 AND PROJECTS 6 INCHES.
 OR0861'
 OR0861'REFERENCE MARK NO. 1 IS 57.14 FEET SOUTHEAST OF, AND ABOUT 3 FEET
 OR0861'LOWER THAN THE STATION.  IT IS 1 FOOT NORTHEAST OF A FENCE
 OR0861'LINE.  THE DISK IS STAMPED WHITER NO 1 1948 AND PROJECTS
 OR0861'6 INCHES.
 OR0861'
 OR0861'REFERENCE MARK NO. 2 IS 54.68 FEET NORTH OF THE STATION, AND
 OR0861'1-1/2 FEET EAST OF A FENCE LINE.  THE DISK IS STAMPED WHITER
 OR0861'NO 2 1948 AND PROJECTS 6 INCHES.
 OR0861'
 OR0861'THE AZIMUTH MARK IS ABOUT 0.75 MILE NORTH OF THE STATION,
 OR0861'28 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 5 FEET SOUTH
 OR0861'OF A WITNESS POST, AND 2 FEET EAST OF A FENCE LINE.  THE DISK
 OR0861'IS STAMPED WHITER 1948 AND PROJECTS 6 INCHES.
 OR0861'
 OR0861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OR0861'STATE HIGHWAY 47, WHICH IS 0.65 MILE WEST OF OACOMA, GO SOUTH
 OR0861'ON HIGHWAY 47 FOR 5.6 MILES TO WHERE THE HIGHWAY TURNS SHARP
 OR0861'RIGHT.  CONTINUE STRAIGHT AHEAD ON A TRACK ROAD FOR 0.25 MILE
 OR0861'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE AHEAD
 OR0861'ON THE TRACK ROAD FOR 0.7 MILE TO WHERE THE ROAD TURNS SHARP
 OR0861'LEFT.  HERE TURN RIGHT AND GO ACROSS COUNTRY (WEST) FOR 0.05
 OR0861'MILE TO THE FENCE CORNER AND THE STATION AS DESCRIBED.
 OR0861'
 OR0861'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 OR0861
 OR0861                          STATION RECOVERY (1984)
 OR0861
 OR0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OR0861'THE STATION AND PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION. THE
 OR0861'AZIMUTH MARK IS BLOCKED BY A LINE OF LARGE TREES SO AZIMUTH MARK 2 WAS
 OR0861'ESTABLISHED THIS DATE.  DISTANCES AND DIRECTIONS TO THE REFERENCE
 OR0861'MARKS CHECKED REASONABLY WELL.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 OR0861'STATION IS LOCATED ABOUT 13.3 KM (8.25 MI) SOUTHWEST OF CHAMBERLAIN,
 OR0861'1.2 KM (0.75 MI) NORTH OF THE WHITE RIVER AND 2.4 KM (1.50 MI) WEST OF
 OR0861'THE MISSOURI RIVER, ON A HILL THAT OVERLOOKS THE RIVERS.  TO REACH THE
 OR0861'STATION FROM EXIT 260 ON INTERSTATE 90 IN OACOMA, GO NORTH FOR 0.15 KM
 OR0861'(0.10 MI) TO OLD HIGHWAY 16.  TURN LEFT AND GO WEST ON OLD HIGHWAY 16
 OR0861'FOR 1.5 KM (0.95 MI) TO A SIDE ROAD LEFT.  TURN LEFT, PASS UNDER I 90,
 OR0861'AND GO SOUTH ON ASPHALT ROAD FOR 0.4 KM (0.25 MI) TO BEGINNING OF
 OR0861'GRAVELED ROAD.  CONTINUE SOUTH ON GRAVELED ROAD FOR 1.0 KM (0.60 MI)
 OR0861'TO WHERE THE GRAVELED ROAD TURNS WEST.  TURN RIGHT AND GO WEST ON
 OR0861'GRAVELED ROAD FOR 1.3 KM (0.80 MI) TO A FORK.  KEEP RIGHT AND GO
 OR0861'UPHILL ON GRAVELED ROAD FOR 3.0 KM (1.85 MI) TO A SIDE ROAD RIGHT.
 OR0861'CONTINUE AHEAD, SOUTH, FOR 4.5 KM (2.80 MI) TO WHERE ROAD TURNS WEST.
 OR0861'CONTINUE AHEAD, SOUTH, ON TRACK ROAD FOR 1.5 KM (0.95 MI) TO A CURVE
 OR0861'AND THE STATION ABOUT 0.1 KM (0.05 MI) TO THE WEST.  THE STATION IS A
 OR0861'STANDARD CGS DIKS STAMPED WHITER 1948 SET INTO THE TOP OF A SQUARE
 OR0861'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER PROJECTING 4 INCHES
 OR0861'(10 CM) ABOVE THE GROUND. LOCATED 6.1 METER (20.0 FT) NW FROM THE
 OR0861'CENTER OF A TRACK ROAD.  2.0 METERS (6.6 FT) NE FROM A FENCE CORNER.
 OR0861'1.6 METERS (5.2 FT) E FROM A FENCE.  0.3 METERS (1.0 FT) W FROM A
 OR0861'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED
 OR0861'WHITER NO 1 1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 OR0861'INCHES 30 CM IN DIAMETER PROJECTING 6 INCHES 15 CM ABOVE THE GROUND.
 OR0861'LOCATED 10.7 METERS (35.1 FT) SE FROM THE CENTER OF THE TRACK ROAD.
 OR0861'5.2 METERS (17.1 FT) N FROM THE EDGE OF A CUT BANK.  0.3 METER (1.0
 OR0861'FT) S FROM A WITNESS POST, AND 3 FEET (0.9 M) 0.9 METERS (3.0 FT)
 OR0861'LOWER THAN THE STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 OR0861'STAMPED WHITER NO 2 1948 SET INTO THE TOP OF A 12 INCHES (30 CM) IN
 OR0861'DIAMETER PROJECTING 4 IN. (10 CM) ABOVE THE GROUND.  LOCATED 17.9
 OR0861'METERS (58.7 FT) N FROM A FENCE CORNER.  0.5 METER (1.6 FT) E FROM A
 OR0861'FENCE, 0.7 FEET (21.3 CM) 0.2 METER (0.7 FT) LOWER THAN THE STATION.
 OR0861'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED WHITER 1948 SET INTO
 OR0861'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM (12 INCHES) ON SIDE,
 OR0861'PROJECTING 10 CM (4 INCHES) IT IS 9.6 M (31.5 FT) WEST OF THE CENTER
 OR0861'OF A GRAVELED ROAD AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 OR0861'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED WHITER 1948 NO 2 1984
 OR0861'SET INTO THE TOP OF A 12 INCH (30 CM) IN DIAMETER PROJECTING 2 INCHES
 OR0861'(5 CM) ABOVE THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS
 OR0861'AZIMUTH DISK STAMPED WHITER 1948 NO 2 SET INTO AN IRREGULAR MASS OF
 OR0861'CONCRETE ABOUT 1.0 M (3.3 FT) BELOW THE SURFACE.  LOCATED 10.3 METERS
 OR0861'(33.8 FT) SW FROM THE CENTER OF THE ROAD.  6.4 METERS (21.0 FT) SE
 OR0861'FROM A FENCE CORNER.  0.6 METERS (2.0 FT) NE FROM A FENCE.  0.3 METER
 OR0861'(1.0 FT) NW FROM A WITNES POST.  TO REACH THE AZIMUTH MARK FROM THE
 OR0861'STATION, GO EAST ON TRACK ROAD FOR 0.3 KM (0.20 MI) TO WHERE ROAD
 OR0861'TURNS RIGHT, SOUTHEAST.  CONTINUE ON TRACK ROAD, SOUTHEAST, FOR 0.1 KM
 OR0861'(0.05 MI) TO AZIMUTH MARK 2 ON THE RIGHT.  AZIMUTH MARK 1 IS 1.1 KM
 OR0861'(0.70 MI) NORTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2329 ***********************************************************************
 PU2329  DESIGNATION -  WHITEWOOD PEAK
 PU2329  PID         -  PU2329
 PU2329  STATE/COUNTY-  SD/LAWRENCE
 PU2329  COUNTRY     -  US
 PU2329  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU2329
 PU2329                         *CURRENT SURVEY CONTROL
 PU2329  ______________________________________________________________________
 PU2329* NAD 83(1996) POSITION- 44 24 32.99430(N) 103 40 33.92790(W)   ADJUSTED
 PU2329* NAVD 88 ORTHO HEIGHT -  1568.    (meters)     5144.    (feet) SCALED
 PU2329  ______________________________________________________________________
 PU2329  GEOID HEIGHT    -        -14.440 (meters)                     GEOID18
 PU2329  LAPLACE CORR    -        -13.19  (seconds)                    DEFLEC18
 PU2329  HORZ ORDER      -  SECOND
 PU2329
 PU2329.The horizontal coordinates were established by classical geodetic methods
 PU2329.and adjusted by the National Geodetic Survey in January 1998.
 PU2329
 PU2329.The orthometric height was scaled from a topographic map.
 PU2329
 PU2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2329.GEOID18 height accuracy estimate available here.
 PU2329
 PU2329.Click photographs - Photos may exist for this station.
 PU2329
 PU2329.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2329
 PU2329. The following values were computed from the NAD 83(1996) position.
 PU2329
 PU2329;                    North         East     Units Scale Factor Converg.
 PU2329;SPC SD N     -    70,634.961   307,288.730   MT  1.00000145   -2 36 06.2
 PU2329;SPC SD N     -   231,741.53  1,008,163.11   sFT  1.00000145   -2 36 06.2
 PU2329;UTM  13      - 4,918,171.838   605,411.265   MT  0.99973665   +0 55 35.5
 PU2329
 PU2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2329!SPC SD N     -   0.99975653  x   1.00000145  =   0.99975798
 PU2329!UTM  13      -   0.99975653  x   0.99973665  =   0.99949325
 PU2329
 PU2329:                Primary Azimuth Mark                     Grid Az
 PU2329:SPC SD N     -  WHITEWOOD PEAK AZ MK                     210 44 37.9
 PU2329:UTM  13      -  WHITEWOOD PEAK AZ MK                     207 12 56.2
 PU2329
 PU2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK0541118171(NAD 83)
 PU2329
 PU2329|---------------------------------------------------------------------|
 PU2329| PID    Reference Object                     Distance      Geod. Az  |
 PU2329|                                                           dddmmss.s |
 PU2329| CQ4404 WHITEWOOD PEAK RM 1                   3.316 METERS 10118     |
 PU2329| CQ4406 WHITEWOOD PEAK RM 3                  10.864 METERS 16323     |
 PU2329| CQ4405 WHITEWOOD PEAK RM 2                   4.386 METERS 19434     |
 PU2329| CQ4403 WHITEWOOD PEAK AZ MK                               2080831.7 |
 PU2329|---------------------------------------------------------------------|
 PU2329
 PU2329                          SUPERSEDED SURVEY CONTROL
 PU2329
 PU2329  NAD 83(1993)-  44 24 32.98757(N)    103 40 33.93029(W) AD(       ) 2
 PU2329  NAD 83(1986)-  44 24 32.98280(N)    103 40 33.92309(W) AD(       ) 2
 PU2329  NAD 27      -  44 24 33.04210(N)    103 40 32.22260(W) AD(       ) 2
 PU2329
 PU2329.Superseded values are not recommended for survey control.
 PU2329
 PU2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2329.See file dsdata.pdf to determine how the superseded data were derived.
 PU2329
 PU2329_MARKER: DS = TRIANGULATION STATION DISK
 PU2329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2329_STAMPING: WHITEWOOD PEAK 1950
 PU2329_MARK LOGO: CGS
 PU2329_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2329
 PU2329  HISTORY     - Date     Condition        Report By
 PU2329  HISTORY     - 1950     MONUMENTED       CGS
 PU2329  HISTORY     - 1962     GOOD             CGS
 PU2329
 PU2329                          STATION DESCRIPTION
 PU2329
 PU2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU2329'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL KNOWN LOCALLY
 PU2329'AS THE WHITEWOOD PEAK, LOCATED IN THE BLACK HILLS NATIONAL FOREST,
 PU2329'ABOUT 3-1/2 MILES SOUTH AND 2 MILES WEST OF WHITEWOOD, AND 2-1/2
 PU2329'MILES EAST AND 2 MILES NORTH OF DEADWOOD.
 PU2329'
 PU2329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PU2329'STATE HIGHWAY 24 0.6 MILES WEST OF THE MAIN PART OF TOWN OF
 PU2329'STURGIS, GO WESTERLY ON U.S. HIGHWAY 14 FOR 10.0 MILES TO A SIDE
 PU2329'ROAD ON THE RIGHT.  TURN RIGHT, NORTH, AND GO ON THE MAIN GRAVELED
 PU2329'ROAD FOR 0.3 MILE TO A POINT WHERE MAIN GRAVELED ROAD TURNS TO
 PU2329'THE LEFT AND A TRACK ROAD CONTINUES STRAIGHT AHEAD, CONTINUE DUE
 PU2329'NORTH ON A TRACK ROAD FOR 0.05 MILE TO A TRACK ROAD ON THE
 PU2329'RIGHT.  TURN RIGHT, EAST, THROUGH A WIRE GATE AND GO ON THE MAIN
 PU2329'TRACK ROAD FOR 0.55 MILE TO SOME BUILDINGS ON THE RIGHT, AND
 PU2329'A DIM TRACK ROAD ON THE LEFT.  TURN LEFT, NORTHERLY, AND
 PU2329'FOLLOW THE MAIN TRACK ROAD FOR 0.35 MILE TO ANOTHER WIRE
 PU2329'GATE.  GO THROUGH GATE AND GO NORTH AND NORTHEASTERLY FOR 0.65
 PU2329'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY FOR
 PU2329'ABOUT 0.35 MILE TO THE BASE OF THE HILL AND THE END OF TRUCK
 PU2329'TRAVEL.  PACK EASTERLY FOR ABOUT 75 YARDS TO THE TOP AND
 PU2329'STATION.  NOTE--A FOUR-WHEEL DRIVE TRUCK IS NEEDED TO
 PU2329'DRIVE FROM THE LAST GATE TO THE BASE OF THE HILL.
 PU2329'
 PU2329'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 PU2329'2-INCH CAST IRON PIPE, PROJECTING 6 INCHES, AND THE DISK IS
 PU2329'STAMPED WHITEWOOD PEAK 1950
 PU2329'
 PU2329'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLED
 PU2329'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND, AND THE DISK
 PU2329'IS STAMPED WHITEWOOD PEAK NO 1 1950
 PU2329'
 PU2329'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILLED
 PU2329'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND, AND THE DISK
 PU2329'IS STAMPED WHITEWOOD PEAK NO 2 1950
 PU2329'
 PU2329'THE AZIMUTH MARK IS 2.5 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 PU2329'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 PU2329'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED WHITEWOOD
 PU2329'PEAK 1950
 PU2329
 PU2329                          STATION RECOVERY (1962)
 PU2329
 PU2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2329'THE STATION MARK, REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARK
 PU2329'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 PU2329'NUMBER 2 WAS NOT RECOVERED AND IS BELIEVED TO BE DESTROYED.
 PU2329'REFERENCE MARK NUMBER 3 WAS SET TO REPLACE REFERENCE MARK NUMBER
 PU2329'2.
 PU2329'
 PU2329'THE STATION IS LOCATED ABOUT 9.0 MILES WEST OF STURGIS, 8.5 MILES
 PU2329'SOUTHEAST OF SPEARFISH AND 3.5 MILES NORTHEAST OF DEADWOOD.
 PU2329'IT IS ON THE SUMMIT OF A HIGH HILL KNOWN LOCALLY AS WHITEWOOD
 PU2329'PEAK AND IS IN THE BLACK HILLS NATIONAL FOREST.
 PU2329'
 PU2329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 PU2329'U.S. HIGHWAY 14A, ABOUT 1.0 MILE NORTHEAST OF DEADWOOD, GO EAST
 PU2329'ON U.S. HIGHWAY 14A FOR 1.95 MILES TO A GRAVELED SIDE ROAD ON
 PU2329'LEFT, AT A FENCED-IN CEMETERY.  TURN LEFT AND GO NORTH ON GRAVELED
 PU2329'ROAD FOR 0.3 MILE TO DRIVE ENTRANCE OF 76 RANCH ON THE LEFT,
 PU2329'CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.05 MILE TO GATE ON RIGHT.
 PU2329'TURN RIGHT, PASS THROUGH GATE, AND GO EAST ON TRACK ROAD FOR
 PU2329'0.5 MILE TO TRACK ROAD LEFT.  TURN LEFT AND GO NORTH ON TRACK
 PU2329'ROAD FOR 0.3 MILE TO FORK.  TAKE RIGHT FORK STRAIGHT AHEAD
 PU2329'AND GO NORTHERLY FOR 0.75 MILE TO FORK.  TAKE RIGHT FORK AND GO
 PU2329'NORTHEASTERLY ON TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH
 PU2329'MARK ON THE SOUTH SIDE OF THE TRACK ROAD.  CONTINUE EASTERLY
 PU2329'FOR 0.15 MILE TO END OF TRUCK TRAVEL.  PACK NORTHEAST UP
 PU2329'STEEP HILL TO THE SUMMIT AND THE STATION.  IT IS ABOUT 100 YARDS
 PU2329'FROM THE END OF TRUCK TRAVEL TO THE SUMMIT.
 PU2329'
 PU2329'THE STATION IS A STANDARD DISK STAMPED WHITEWOOD PEAK 1950 WELDED
 PU2329'TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS ABOUT 5
 PU2329'INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2329'
 PU2329'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED
 PU2329'WHITEWOOD PEAK NO 1 1950 CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PU2329'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 3 FEET
 PU2329'LOWER THAN THE STATION MARK.
 PU2329'
 PU2329'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED
 PU2329'WHITEWOOD PEAK NO 3 1950 CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PU2329'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 15
 PU2329'FEET LOWER THAN THE STATION MARK.
 PU2329'
 PU2329'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHITEWOOD
 PU2329'PEAK 1950 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 PU2329'12 INCHES IN DIAMETER WHICH PROJECTS ABOUT 10 INCHES ABOVE THE
 PU2329'SURFACE OF THE GROUND.  IT IS 9 FEET SOUTH OF THE CENTER OF THE
 PU2329'TRACK ROAD LEADING TO THE STATION AND 1 FOOT NORTHWEST OF A
 PU2329'METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0749 ***********************************************************************
 QS0749  DESIGNATION -  WHITLOCK
 QS0749  PID         -  QS0749
 QS0749  STATE/COUNTY-  SD/POTTER
 QS0749  COUNTRY     -  US
 QS0749  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 QS0749
 QS0749                         *CURRENT SURVEY CONTROL
 QS0749  ______________________________________________________________________
 QS0749* NAD 83(1996) POSITION- 45 04 25.54494(N) 100 18 08.42271(W)   ADJUSTED
 QS0749* NAVD 88 ORTHO HEIGHT -   535.    (meters)     1755.    (feet) SCALED
 QS0749  ______________________________________________________________________
 QS0749  GEOID HEIGHT    -        -22.385 (meters)                     GEOID18
 QS0749  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 QS0749  HORZ ORDER      -  THIRD
 QS0749
 QS0749.The horizontal coordinates were established by classical geodetic methods
 QS0749.and adjusted by the National Geodetic Survey in January 1998.
 QS0749
 QS0749.The orthometric height was scaled from a topographic map.
 QS0749
 QS0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0749.GEOID18 height accuracy estimate available here.
 QS0749
 QS0749.Click photographs - Photos may exist for this station.
 QS0749
 QS0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0749
 QS0749. The following values were computed from the NAD 83(1996) position.
 QS0749
 QS0749;                    North         East     Units Scale Factor Converg.
 QS0749;SPC SD N     -   137,884.016   576,193.586   MT  0.99993919   -0 12 50.3
 QS0749;SPC SD N     -   452,374.48  1,890,395.12   sFT  0.99993919   -0 12 50.3
 QS0749;UTM  14      - 4,991,969.484   397,487.510   MT  0.99972922   -0 55 19.8
 QS0749
 QS0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0749!SPC SD N     -   0.99991958  x   0.99993919  =   0.99985877
 QS0749!UTM  14      -   0.99991958  x   0.99972922  =   0.99964882
 QS0749
 QS0749:                Primary Azimuth Mark                     Grid Az
 QS0749:SPC SD N     -  WHITLOCK AZ MK                           104 29 04.2
 QS0749:UTM  14      -  WHITLOCK AZ MK                           105 11 33.7
 QS0749
 QS0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9748791969(NAD 83)
 QS0749
 QS0749|---------------------------------------------------------------------|
 QS0749| PID    Reference Object                     Distance      Geod. Az  |
 QS0749|                                                           dddmmss.s |
 QS0749| CO7195 WHITLOCK RM 2                        15.847 METERS 00309     |
 QS0749| CO7194 WHITLOCK RM 1                        23.778 METERS 10347     |
 QS0749| AH8715 WHITLOCK AZ MK                                     1041613.9 |
 QS0749|---------------------------------------------------------------------|
 QS0749
 QS0749                          SUPERSEDED SURVEY CONTROL
 QS0749
 QS0749  NAD 83(1986)-  45 04 25.53792(N)    100 18 08.42351(W) AD(       ) 3
 QS0749  NAD 27      -  45 04 25.59700(N)    100 18 06.95000(W) AD(       ) 3
 QS0749
 QS0749.Superseded values are not recommended for survey control.
 QS0749
 QS0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0749.See file dsdata.pdf to determine how the superseded data were derived.
 QS0749
 QS0749_MARKER: DS = TRIANGULATION STATION DISK
 QS0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0749_STAMPING: WHITLOCK 1948
 QS0749_MARK LOGO: CGS
 QS0749_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QS0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0749+STABILITY: SURFACE MOTION
 QS0749
 QS0749  HISTORY     - Date     Condition        Report By
 QS0749  HISTORY     - 1948     MONUMENTED       CGS
 QS0749  HISTORY     - 19820416 GOOD             NGS
 QS0749
 QS0749                          STATION DESCRIPTION
 QS0749
 QS0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 QS0749'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF WHITLOCK
 QS0749'CROSSING ON LAND OWNED BY MR. CARL F. CRONIN, IN SEC. 31, T 119
 QS0749'N, R 78 W, NEAR THE NORTHWEST EDGE OF A FLAT RIDGE, ABOUT 65
 QS0749'FEET SOUTHEAST OF A POINT WHERE THE RIDGE DROPS ABRUPTLY TOWARD
 QS0749'A VALLEY ON THE NORTH, ABOUT 60 FEET NORTH OF THE NORTH EDGE
 QS0749'OF A RAVINE THAT DROPS OFF WESTERLY TOWARD THE MISSOURI RIVER,
 QS0749'AND 11 FEET EAST-NORTHEAST OF A WITNESS POST.  IT PROJECTS
 QS0749'6 INCHES, AND THE DISK IS STAMPED WHITLOCK 1948.
 QS0749'
 QS0749'REFERENCE MARK NO. 1 IS 78.01 FEET EAST-SOUTHEAST OF THE STATION,
 QS0749'AND 87.5 FEET EAST OF THE WITNESS POST.  IT PROJECTS 10 INCHES,
 QS0749'AND THE DISK IS STAMPED WHITLOCK NO 1 1948.
 QS0749'
 QS0749'REFERENCE MARK NO. 2 IS 51.99 FEET NORTH OF THE STATION, 57
 QS0749'FEET NORTH OF THE WITNESS POST, AND 15 FEET SOUTHEAST OF THE
 QS0749'POINT WHERE THE RIDGE DROPS ABRUPTLY TOWARD THE VALLEY ON THE
 QS0749'NORTH.  IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED WHITLOCK
 QS0749'NO 2 1948.
 QS0749'
 QS0749'THE AZIMUTH MARK IS 0.4 MILE EAST-SOUTHEAST OF THE STATION,
 QS0749'22 FEET WEST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 1
 QS0749'FOOT WEST OF A WIRE FENCE AND 18 INCHES SOUTH OF A WITNESS
 QS0749'POST.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED WHITLOCK
 QS0749'1948.
 QS0749'
 QS0749'TO REACH THE STATION FROM THE STORE AT THE RIVER BRIDGE IN
 QS0749'WHITLOCK CROSSING, GO EASTERLY ON U.S. HIGHWAY 212 FOR 0.6 MILE.
 QS0749'THEN LEFT, NORTHERLY AND NORTHWESTERLY ON A DIRT ROAD FOR 1.2
 QS0749'MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD, CONTINUE FOR 0.35
 QS0749'MILE TO A FORK.  THEN LEFT ROAD FOR 0.65 MILE TO A POINT WHERE
 QS0749'THE ROAD PASSES (AT ITS NEAREST POINT) A NORTH-SOUTH WIRE FENCE
 QS0749'AND THE AZIMUTH MARK AS DESCRIBED.  TAKE DOWN THE FENCE, GO
 QS0749'ACROSS PASTURE (WEST-NORTHWESTERLY) FOR 0.4 MILE TO THE
 QS0749'STATION AS DESCRIBED.
 QS0749'
 QS0749'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0749
 QS0749                          STATION RECOVERY (1982)
 QS0749
 QS0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 QS0749'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QS0749'RECOVERED IN GOOD CONDITIONS.  DIRECTIONS AND DISTANCES CHECKED THE
 QS0749'1948 DATA WITHIN THE ALLOWABLE.  THE ROUTE TO THE STATION HAS CHANGED
 QS0749'THE AZIMUTH MARK WAS POSITIONED AT THIS TME NEW DESCRIPTIVE TEXT
 QS0749'FOLLOWS.  THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF
 QS0749'WHITLOCK BAY, NEAR THE WEST END OF A RIDGE ON TOP OF A BLUFF,
 QS0749'OVERLOOKING THE OAHE RESERVOIR TO THE WEST, IN S 31, T 119 N, R 78W.
 QS0749'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 212 AND 1804, ABOUT
 QS0749'17.7 KM (11.00 MI) WEST OF GETTSBURG, GO N ON HIGHWAY 1804 FOR 5.8 KM
 QS0749'(3.60 MI) TO THE BRIDGE OVER THE LITTLE CHEYENNE CREEK CONTINUE ON FOR
 QS0749'1.0 KM (0.60 MI) TO A T ROAD.  TURN LEFT ON GRAVELED ROAD, WEST, FOR
 QS0749'3.2 KM (2.00 MI) TO WHERE ROAD CURVES SW.  CONTINUE SOUTHWEST ON
 QS0749'GRAVELED ROAD FOR 1.1 KM (0.70 MI) TO A GRAVELED ROAD RIGHT, JUST
 QS0749'AFTER CROSSING A SMALL BRIDGE.  TURN RIGHT AND FOLLOW GRAVELED RAAD
 QS0749'WEST FOR 1.6 KM (1.00 MI) TO A CATTLE GUARD AND END OF GRAVELED ROAD.
 QS0749'CONTINUE WEST AND NORTHWEST ON A TRACK ROAD, PASSING TO THE RIGHT OF
 QS0749'CORRAL AND OLD SHED, FOR 1.0 KM (0.60 MI) TO THE AZIMUTH MARK ON THE
 QS0749'LEFT.  TURN LEFT AND GO WEST ALONG TOP OF A RIDGE FOR 0.5 KM (0.30 MI)
 QS0749'TO THE STATION.  THE STATION IS A STANDARD CGS DISK STAMPED WHITLOCK
 QS0749'1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 QS0749'ON SIDE, PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.  LOCATED NEAR
 QS0749'THE WEST END OF A RIDGE AT THE TOP OF A BLUFF, OVERLOOKING THE OAHE
 QS0749'RESERVOIR TO THE WEST.  LOCATED 0.37 METER (1.21 FT) W FROM A METAL
 QS0749'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED
 QS0749'WHITLOCK NO 1 1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 QS0749'INCHES (30 CM) ON SIDE, FLUSH.  LOCATED 23.41 METERS (76.80 FT) EAST
 QS0749'FROM A METAL WITNESS POST.  REFERENCE MARK NO 2 IS A CGS DISK STAMPED
 QS0749'WHITLOCK NO 2 1948 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 QS0749'INCHES (30 CM) ON SIDE, PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.
 QS0749'LOCATED 15.85 METERS (52.00 FT) N FROM A METAL WITNESS POST, AND 1.5
 QS0749'FEET (0.5 M) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD
 QS0749'CGS DISK STAMPED WHITLOCK 1948 SET INTO THE TOP OF A SQUARE CONCRETE
 QS0749'MONUMENT 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE
 QS0749'THE GROUND.  LOCATED 57.1 METERS (187.3 FT) N FRO THE NORTH EDGE OF AN
 QS0749'OLD CATTLE GUARD.  4.4 METERS (14.4 FT) W FROM THE CENTER OF THE TRACK
 QS0749'ROAD.  0.5 METERS (1.6 FT) S FROM A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0385 ***********************************************************************
 QT0385  DESIGNATION -  WHITNEY
 QT0385  PID         -  QT0385
 QT0385  STATE/COUNTY-  SD/PERKINS
 QT0385  COUNTRY     -  US
 QT0385  USGS QUAD   -  MEADOW SE (2017)
 QT0385
 QT0385                         *CURRENT SURVEY CONTROL
 QT0385  ______________________________________________________________________
 QT0385* NAD 83(1996) POSITION- 45 36 12.36156(N) 102 06 14.46758(W)   ADJUSTED
 QT0385* NAVD 88 ORTHO HEIGHT -   825.8   (meters)     2709.    (feet) VERTCON3
 QT0385  ______________________________________________________________________
 QT0385  GEOID HEIGHT    -        -19.018 (meters)                     GEOID18
 QT0385  LAPLACE CORR    -         -6.55  (seconds)                    DEFLEC18
 QT0385  HORZ ORDER      -  FIRST
 QT0385
 QT0385.The horizontal coordinates were established by classical geodetic methods
 QT0385.and adjusted by the National Geodetic Survey in January 1998.
 QT0385
 QT0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0385
 QT0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0385.GEOID18 height accuracy estimate available here.
 QT0385
 QT0385.Click photographs - Photos may exist for this station.
 QT0385
 QT0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0385
 QT0385. The following values were computed from the NAD 83(1996) position.
 QT0385
 QT0385;                    North         East     Units Scale Factor Converg.
 QT0385;SPC SD N     -   198,836.620   435,876.183   MT  0.99998556   -1 29 20.7
 QT0385;SPC SD N     -   652,349.81  1,430,037.11   sFT  0.99998556   -1 29 20.7
 QT0385;UTM  13      - 5,054,067.552   725,837.202   MT  1.00022709   +2 04 12.3
 QT0385
 QT0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0385!SPC SD N     -   0.99987354  x   0.99998556  =   0.99985910
 QT0385!UTM  13      -   0.99987354  x   1.00022709  =   1.00010060
 QT0385
 QT0385:                Primary Azimuth Mark                     Grid Az
 QT0385:SPC SD N     -  WHITNEY AZ MK                            202 07 27.3
 QT0385:UTM  13      -  WHITNEY AZ MK                            198 33 54.3
 QT0385
 QT0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL2583754067(NAD 83)
 QT0385
 QT0385|---------------------------------------------------------------------|
 QT0385| PID    Reference Object                     Distance      Geod. Az  |
 QT0385|                                                           dddmmss.s |
 QT0385| CQ9008 WHITNEY RM 1                          8.660 METERS 11546     |
 QT0385| CQ9007 WHITNEY AZ MK                                      2003806.6 |
 QT0385| CQ9009 WHITNEY RM 2                          8.547 METERS 29607     |
 QT0385|---------------------------------------------------------------------|
 QT0385
 QT0385                          SUPERSEDED SURVEY CONTROL
 QT0385
 QT0385  NAD 83(1986)-  45 36 12.35304(N)    102 06 14.46553(W) AD(       ) 1
 QT0385  NAD 27      -  45 36 12.39700(N)    102 06 12.90400(W) AD(       ) 1
 QT0385  NGVD 29 (07/19/86)  825.3    (m)         2708.     (f) VERT ANG       
 QT0385
 QT0385.Superseded values are not recommended for survey control.
 QT0385
 QT0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0385.See file dsdata.pdf to determine how the superseded data were derived.
 QT0385
 QT0385_MARKER: DS = TRIANGULATION STATION DISK
 QT0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0385_STAMPING: WHITNEY 1951
 QT0385_MARK LOGO: CGS
 QT0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0385+STABILITY: SURFACE MOTION
 QT0385
 QT0385  HISTORY     - Date     Condition        Report By
 QT0385  HISTORY     - 1951     MONUMENTED       CGS
 QT0385  HISTORY     - 1952     GOOD             CGS
 QT0385  HISTORY     - 1954     GOOD             CGS
 QT0385
 QT0385                          STATION DESCRIPTION
 QT0385
 QT0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0385'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MEADOW, ON
 QT0385'THE HIGHEST POINT OF A HIGH HILL, IN PASTURE LAND OWNED BY MR.
 QT0385'KENNETH ELSON, AND 0.15 MILE EAST OF A DIRT ROAD.
 QT0385'
 QT0385'TO REACH THE STATION FROM THE VILLAGE OF MEADOW, GO EAST ON
 QT0385'STATE HIGHWAY NO. 8 TO THE JUNCTION WITH STATE HIGHWAY NO. 73
 QT0385'(2.5 MILES).  THEN NORTH ON NO. 73 FOR 3.1 MILES TO A GRADED
 QT0385'DIRT SIDE ROAD ON THE RIGHT.  THEN RIGHT, EAST, FOR 3.15 MILES
 QT0385'TO A DIRT SIDE ROAD ON THE LEFT (0.15 MILE EAST OF A COUNTRY
 QT0385'SCHOOL HOUSE).  THEN LEFT, NORTH, FOR 1.65 MILES TO THE HOME
 QT0385'OF MR. ELSON ON THE LEFT.  CONTINUE NORTH FOR 0.05 MILE TO A
 QT0385'GATE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  PASS
 QT0385'THROUGH THE GATE, BEAR LEFT, ALONG THE EAST SIDE OF A WIRE
 QT0385'FENCE FOR 0.45 MILE.  THEN RIGHT, EAST, ACROSS PASTURE LAND
 QT0385'FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 QT0385'
 QT0385'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 QT0385'WHITNEY 1951.
 QT0385'
 QT0385'REFERENCE MARK NO. 1 IS ON THE CREST OF THE HILL AND AT ABOUT
 QT0385'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 4 INCHES,
 QT0385'AND THE DISK IS STAMPED WHITNEY NO 1 1951.
 QT0385'
 QT0385'REFERENCE MARK NO. 2 IS ON THE CREST OF THE HILL AND AT ABOUT
 QT0385'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 4 INCHES, AND
 QT0385'THE DISK IS STAMPED WHITNEY NO 2 1951.
 QT0385'
 QT0385'THE AZIMUTH MARK IS 78 FEET NORTH OF THE NORTH GATE POST OF
 QT0385'THE WIRE GATE, 33 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 QT0385'AND 1 FOOT WEST OF THE WIRE FENCE.  IT PROJECTS 8 INCHES, AND
 QT0385'THE DISK IS STAMPED WHITNEY 1951.
 QT0385'
 QT0385'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 QT0385'CYLINDERS.
 QT0385
 QT0385                          STATION RECOVERY (1952)
 QT0385
 QT0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0385'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QT0385'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QT0385
 QT0385                          STATION RECOVERY (1954)
 QT0385
 QT0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0385'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QT0385'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0529 ***********************************************************************
 OT0529  DESIGNATION -  WHV 10
 OT0529  PID         -  OT0529
 OT0529  STATE/COUNTY-  SD/FALL RIVER
 OT0529  COUNTRY     -  US
 OT0529  USGS QUAD   -  FLINT HILL (2017)
 OT0529
 OT0529                         *CURRENT SURVEY CONTROL
 OT0529  ______________________________________________________________________
 OT0529* NAD 83(1986) POSITION- 43 20 37.     (N) 103 42 39.     (W)   SCALED
 OT0529* NAVD 88 ORTHO HEIGHT -  1176.918 (meters)     3861.27  (feet) ADJUSTED
 OT0529  ______________________________________________________________________
 OT0529  GEOID HEIGHT    -        -15.088 (meters)                     GEOID18
 OT0529  DYNAMIC HEIGHT  -       1176.411 (meters)     3859.61  (feet) COMP
 OT0529  MODELED GRAVITY -    980,147.9   (mgal)                       NAVD 88
 OT0529
 OT0529  VERT ORDER      -  FIRST     CLASS II
 OT0529
 OT0529.The horizontal coordinates were scaled from a map and have
 OT0529.an estimated accuracy of +/- 6 seconds.
 OT0529
 OT0529.The orthometric height was determined by differential leveling and
 OT0529.adjusted by the NATIONAL GEODETIC SURVEY
 OT0529.in June 1991.
 OT0529
 OT0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0529.GEOID18 height accuracy estimate available here.
 OT0529
 OT0529.Click photographs - Photos may exist for this station.
 OT0529
 OT0529.The dynamic height is computed by dividing the NAVD 88
 OT0529.geopotential number by the normal gravity value computed on the
 OT0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0529.degrees latitude (g = 980.6199 gals.).
 OT0529
 OT0529.The modeled gravity was interpolated from observed gravity values.
 OT0529
 OT0529;                    North         East    Units  Estimated Accuracy
 OT0529;SPC SD S     -   117,800.      326,230.      MT  (+/- 180 meters Scaled)
 OT0529
 OT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH044997(NAD 83)
 OT0529
 OT0529                          SUPERSEDED SURVEY CONTROL
 OT0529
 OT0529  NGVD 29 (??/??/92) 1176.353  (m)         3859.42   (f) ADJ UNCH    1 2
 OT0529
 OT0529.Superseded values are not recommended for survey control.
 OT0529
 OT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0529.See file dsdata.pdf to determine how the superseded data were derived.
 OT0529
 OT0529_MARKER: DD = SURVEY DISK
 OT0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0529_STAMPING: WHV 10 1949
 OT0529_MARK LOGO: USGS
 OT0529_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0529+STABILITY: SURFACE MOTION
 OT0529
 OT0529  HISTORY     - Date     Condition        Report By
 OT0529  HISTORY     - 1949     MONUMENTED       USGS
 OT0529  HISTORY     - 1963     GOOD             CGS
 OT0529
 OT0529                          STATION DESCRIPTION
 OT0529
 OT0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0529'6.1 MI S FROM MINNEKAHTA.
 OT0529'ABOUT 6.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0529'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0529'13, T 8 S, R 3 E, 6 RAILS NORTH OF A ROAD CROSSING AND 8 RAILS
 OT0529'SOUTH OF THE SOUTH END OF TRESTLE NUMBER 9-94, 5 1/2 POLES SOUTH
 OT0529'OF MILE POST 10, 45 FEET WEST OF THE WEST RAIL, 1 FOOT WEST OF A
 OT0529'FENCE, 0.9 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 OT0529'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 OT0529'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0643 ***********************************************************************
 PU0643  DESIGNATION -  WICK
 PU0643  PID         -  PU0643
 PU0643  STATE/COUNTY-  SD/PENNINGTON
 PU0643  COUNTRY     -  US
 PU0643  USGS QUAD   -  OWANKA NE (2017)
 PU0643
 PU0643                         *CURRENT SURVEY CONTROL
 PU0643  ______________________________________________________________________
 PU0643* NAD 83(1996) POSITION- 44 08 09.34901(N) 102 36 50.73964(W)   ADJUSTED
 PU0643* NAVD 88 ORTHO HEIGHT -   931.536 (meters)     3056.21  (feet) ADJUSTED
 PU0643  ______________________________________________________________________
 PU0643  GEOID HEIGHT    -        -18.102 (meters)                     GEOID18
 PU0643  LAPLACE CORR    -         -6.78  (seconds)                    DEFLEC18
 PU0643  DYNAMIC HEIGHT  -        931.252 (meters)     3055.28  (feet) COMP
 PU0643  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 PU0643
 PU0643  HORZ ORDER      -  SECOND
 PU0643  VERT ORDER      -  SECOND    CLASS 0
 PU0643
 PU0643.The horizontal coordinates were established by classical geodetic methods
 PU0643.and adjusted by the National Geodetic Survey in January 1998.
 PU0643
 PU0643.The orthometric height was determined by differential leveling and
 PU0643.adjusted by the NATIONAL GEODETIC SURVEY
 PU0643.in June 1991.
 PU0643
 PU0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0643.GEOID18 height accuracy estimate available here.
 PU0643
 PU0643.Click photographs - Photos may exist for this station.
 PU0643
 PU0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0643
 PU0643.The dynamic height is computed by dividing the NAVD 88
 PU0643.geopotential number by the normal gravity value computed on the
 PU0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0643.degrees latitude (g = 980.6199 gals.).
 PU0643
 PU0643.The modeled gravity was interpolated from observed gravity values.
 PU0643
 PU0643. The following values were computed from the NAD 83(1996) position.
 PU0643
 PU0643;                    North         East     Units Scale Factor Converg.
 PU0643;SPC SD S     -   202,763.362   417,519.497   MT  0.99994764   -1 34 24.2
 PU0643;SPC SD S     -   665,232.80  1,369,811.88   sFT  0.99994764   -1 34 24.2
 PU0643;UTM  13      - 4,889,738.472   690,852.347   MT  1.00004800   +1 39 43.0
 PU0643
 PU0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0643!SPC SD S     -   0.99985679  x   0.99994764  =   0.99980444
 PU0643!UTM  13      -   0.99985679  x   1.00004800  =   0.99990478
 PU0643
 PU0643:                Primary Azimuth Mark                     Grid Az
 PU0643:SPC SD S     -  HOFFMAN                                  305 51 32.8
 PU0643:UTM  13      -  HOFFMAN                                  302 37 25.6
 PU0643
 PU0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9085289738(NAD 83)
 PU0643
 PU0643|---------------------------------------------------------------------|
 PU0643| PID    Reference Object                     Distance      Geod. Az  |
 PU0643|                                                           dddmmss.s |
 PU0643| PU0642 WICK RM 1                            74.751 METERS 25106     |
 PU0643| CQ4410 WICK RM 2                            77.443 METERS 28539     |
 PU0643| PU2213 HOFFMAN                             APPROX. 2.4 KM 3041708.6 |
 PU0643|---------------------------------------------------------------------|
 PU0643
 PU0643                          SUPERSEDED SURVEY CONTROL
 PU0643
 PU0643  NAD 83(1993)-  44 08 09.34079(N)    102 36 50.74089(W) AD(       ) 2
 PU0643  NAD 83(1986)-  44 08 09.33989(N)    102 36 50.74122(W) AD(       ) 2
 PU0643  NAD 27      -  44 08 09.38700(N)    102 36 49.13700(W) AD(       ) 2
 PU0643  NGVD 29 (??/??/92)  931.06   (m)         3054.7    (f) COMPUTED    2 0
 PU0643
 PU0643.Superseded values are not recommended for survey control.
 PU0643
 PU0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0643.See file dsdata.pdf to determine how the superseded data were derived.
 PU0643
 PU0643_MARKER: DS = TRIANGULATION STATION DISK
 PU0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0643_STAMPING: WICK 1961
 PU0643_MARK LOGO: CGS
 PU0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0643+STABILITY: SURFACE MOTION
 PU0643
 PU0643  HISTORY     - Date     Condition        Report By
 PU0643  HISTORY     - 1961     MONUMENTED       CGS
 PU0643  HISTORY     - 1961     GOOD             CGS
 PU0643
 PU0643                          STATION DESCRIPTION
 PU0643
 PU0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU0643'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTHEAST OF NEW
 PU0643'UNDERWOOD, 3 MILES NORTH-NORTHWEST OF WICKSVILLE AND ON LAND
 PU0643'OWNED BY MR. BILL SEYERS.
 PU0643'
 PU0643'TO REACH THE STATION FROM THE CROSSROADS AT A STANDARD SERVICE
 PU0643'STATION IN WICKSVILLE, GO NORTH ON GRAVELED ROAD FOR 2.0 MILES
 PU0643'TO A CROSSROADS AND A FENCE ACROSS ROAD ON THE LEFT, TURN
 PU0643'LEFT CROSSING FENCE AND GO WEST ON OLD SECTION LINE ROAD FOR
 PU0643'1.0 MILE TO A GATE ON THE LEFT AND A GATE STRAIGHT AHEAD,
 PU0643'TURN RIGHT AND GO NORTH ON TRACK ROAD ALONG EAST SIDE OF
 PU0643'FENCE FOR 0.65 MILE TO A WIRE GATE, PASS THROUGH GATE, TURN
 PU0643'LEFT AND GO NORTHWESTERLY ON TRACK ROAD FOR 0.1 MILE TO A
 PU0643'FIELD ENTRANCE AT A FENCE CORNER, PASS THROUGH ENTRANCE, TURN
 PU0643'LEFT AND GO WEST ALONG NORTH SIDE OF FENCE FOR 0.2 MILE TO
 PU0643'THE STATION ON THE LEFT IN THE FENCE LINE.
 PU0643'
 PU0643'THE STATION MARK IS A STANDARD DISK STAMPED WICK 1961, SET
 PU0643'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 PU0643'THE MARK IS 241 FEET EAST OF FENCE CORNER, 2.7 FEET EAST OF
 PU0643'WITNESS POST AND 1 FOOT NORTH OF FENCE.
 PU0643'
 PU0643'REFERENCE MARK 1, A STANDARD DISK STAMPED WICK NO 1 1961, SET
 PU0643'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 PU0643'4 INCHES.  THE MARK IS 248 FEET SOUTHWEST OF WITNESS POST,
 PU0643'71.7 FEET SOUTH OF FENCE CORNER AND 2 FEET EAST OF FENCE.
 PU0643'
 PU0643'REFERENCE MARK 2, A STANDARD DISK STAMPED WICK NO 2 1961,
 PU0643'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 PU0643'4 INCHES.  THE MARK IS 257 FEET WEST-NORTHWEST OF WITNESS
 PU0643'POST, 75.5 FEET NORTH OF FENCE CORNER AND 1.5 FEET EAST
 PU0643'OF FENCE.
 PU0643'
 PU0643'NO AZIMUTH MARK WAS SET.
 PU0643
 PU0643                          STATION RECOVERY (1961)
 PU0643
 PU0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 PU0643'3.5 MI NW FROM WICKSVILLE.
 PU0643'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0643'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0643'THENCE NORTH ALONG A SURFACED ROAD FOR 3.0 MILES, THENCE EAST ALONG
 PU0643'A SURFACED ROAD FOR 0.8 MILE TO THE EAST BOUNDRY FENCE OF THE MISSILE
 PU0643'SITE, 241 FEET EAST OF THE FENCE, 2.7 FEET EAST OF A WITNESS POST,
 PU0643'1 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A SQUARE CONCRETE POST
 PU0643'THAT PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0642 ***********************************************************************
 PU0642  DESIGNATION -  WICK RM 1
 PU0642  PID         -  PU0642
 PU0642  STATE/COUNTY-  SD/PENNINGTON
 PU0642  COUNTRY     -  US
 PU0642  USGS QUAD   -  OWANKA NE (2017)
 PU0642
 PU0642                         *CURRENT SURVEY CONTROL
 PU0642  ______________________________________________________________________
 PU0642* NAD 83(1986) POSITION- 44 08 08.56   (N) 102 36 53.92   (W)   HD_HELD1
 PU0642* NAVD 88 ORTHO HEIGHT -   931.429 (meters)     3055.86  (feet) ADJUSTED
 PU0642  ______________________________________________________________________
 PU0642  GEOID HEIGHT    -        -18.100 (meters)                     GEOID18
 PU0642  DYNAMIC HEIGHT  -        931.144 (meters)     3054.93  (feet) COMP
 PU0642  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 PU0642
 PU0642  VERT ORDER      -  SECOND    CLASS 0
 PU0642
 PU0642.The horizontal coordinates were determined by differentially corrected
 PU0642.hand held GPS observations or other comparable positioning techniques
 PU0642.and have an estimated accuracy of +/- 3 meters.
 PU0642
 PU0642.The orthometric height was determined by differential leveling and
 PU0642.adjusted by the NATIONAL GEODETIC SURVEY
 PU0642.in June 1991.
 PU0642
 PU0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0642.GEOID18 height accuracy estimate available here.
 PU0642
 PU0642.Click photographs - Photos may exist for this station.
 PU0642
 PU0642.The dynamic height is computed by dividing the NAVD 88
 PU0642.geopotential number by the normal gravity value computed on the
 PU0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0642.degrees latitude (g = 980.6199 gals.).
 PU0642
 PU0642.The modeled gravity was interpolated from observed gravity values.
 PU0642
 PU0642;                    North         East    Units  Estimated Accuracy
 PU0642;SPC SD S     -   202,741.0     417,448.2     MT  (+/- 3 meters HH1 GPS) 
 PU0642
 PU0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9078289712(NAD 83)
 PU0642
 PU0642                          SUPERSEDED SURVEY CONTROL
 PU0642
 PU0642  NGVD 29 (??/??/92)  930.95   (m)         3054.3    (f) COMPUTED    2 0
 PU0642
 PU0642.Superseded values are not recommended for survey control.
 PU0642
 PU0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0642.See file dsdata.pdf to determine how the superseded data were derived.
 PU0642
 PU0642_MARKER: DR = REFERENCE MARK DISK
 PU0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0642_STAMPING: WICK NO 1 1961
 PU0642_MARK LOGO: CGS
 PU0642_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0642+STABILITY: SURFACE MOTION
 PU0642
 PU0642  HISTORY     - Date     Condition        Report By
 PU0642  HISTORY     - 1961     MONUMENTED       CGS
 PU0642
 PU0642                          STATION DESCRIPTION
 PU0642
 PU0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 PU0642'3.5 MI NW FROM WICKSVILLE.
 PU0642'5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 PU0642'OWANKA, THENCE WEST ALONG U.S. HIGHWAYS 14 AND 16 FOR 2.0 MILES,
 PU0642'THENCE NORTH ALONG A SURFACED ROAD FOR 3.0 MILES, THENCE EAST
 PU0642'ALONG A SURFACED ROAD FOR 0.8 MILE TO THE EAST BOUNDRY FENCE OF
 PU0642'THE MISSILE SITE, 248 FEET SOUTHWEST OF A WITNESS POST, 71.7
 PU0642'FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE, AND SET IN THE
 PU0642'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0425 ***********************************************************************
 QT0425  DESIGNATION -  WICKS
 QT0425  PID         -  QT0425
 QT0425  STATE/COUNTY-  SD/PERKINS
 QT0425  COUNTRY     -  US
 QT0425  USGS QUAD   -  SUNRISE BUTTE (2017)
 QT0425
 QT0425                         *CURRENT SURVEY CONTROL
 QT0425  ______________________________________________________________________
 QT0425* NAD 83(1996) POSITION- 45 20 22.02154(N) 102 16 41.95127(W)   ADJUSTED
 QT0425* NAVD 88 ORTHO HEIGHT -   847.    (meters)     2779.    (feet) SCALED
 QT0425  ______________________________________________________________________
 QT0425  GEOID HEIGHT    -        -18.646 (meters)                     GEOID18
 QT0425  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 QT0425  HORZ ORDER      -  SECOND
 QT0425
 QT0425.The horizontal coordinates were established by classical geodetic methods
 QT0425.and adjusted by the National Geodetic Survey in January 1998.
 QT0425
 QT0425.The orthometric height was scaled from a topographic map.
 QT0425
 QT0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0425.GEOID18 height accuracy estimate available here.
 QT0425
 QT0425.Click photographs - Photos may exist for this station.
 QT0425
 QT0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0425
 QT0425. The following values were computed from the NAD 83(1996) position.
 QT0425
 QT0425;                    North         East     Units Scale Factor Converg.
 QT0425;SPC SD N     -   169,877.836   421,457.747   MT  0.99995175   -1 36 44.8
 QT0425;SPC SD N     -   557,340.87  1,382,732.62   sFT  0.99995175   -1 36 44.8
 QT0425;UTM  13      - 5,024,263.934   713,238.801   MT  1.00015911   +1 56 11.8
 QT0425
 QT0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0425!SPC SD N     -   0.99987008  x   0.99995175  =   0.99982183
 QT0425!UTM  13      -   0.99987008  x   1.00015911  =   1.00002917
 QT0425
 QT0425:                Primary Azimuth Mark                     Grid Az
 QT0425:SPC SD N     -  WICKS AZ MK                              143 48 17.1
 QT0425:UTM  13      -  WICKS AZ MK                              140 15 20.5
 QT0425
 QT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1323824263(NAD 83)
 QT0425
 QT0425|---------------------------------------------------------------------|
 QT0425| PID    Reference Object                     Distance      Geod. Az  |
 QT0425|                                                           dddmmss.s |
 QT0425| CQ9016 WICKS RM 1                            9.708 METERS 12014     |
 QT0425| CQ9015 WICKS AZ MK                                        1421132.3 |
 QT0425| CQ9017 WICKS RM 2                            9.702 METERS 30049     |
 QT0425|---------------------------------------------------------------------|
 QT0425
 QT0425                          SUPERSEDED SURVEY CONTROL
 QT0425
 QT0425  NAD 83(1993)-  45 20 22.01280(N)    102 16 41.94945(W) AD(       ) 2
 QT0425  NAD 83(1986)-  45 20 22.01266(N)    102 16 41.94919(W) AD(       ) 2
 QT0425  NAD 27      -  45 20 22.08400(N)    102 16 40.37500(W) AD(       ) 2
 QT0425
 QT0425.Superseded values are not recommended for survey control.
 QT0425
 QT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0425.See file dsdata.pdf to determine how the superseded data were derived.
 QT0425
 QT0425_MARKER: DS = TRIANGULATION STATION DISK
 QT0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0425_STAMPING: WICKS 1952
 QT0425_MARK LOGO: CGS
 QT0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0425+STABILITY: SURFACE MOTION
 QT0425
 QT0425  HISTORY     - Date     Condition        Report By
 QT0425  HISTORY     - 1952     MONUMENTED       CGS
 QT0425
 QT0425                          STATION DESCRIPTION
 QT0425
 QT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0425'THE STATION IS ABOUT 11 MILES SOUTHEAST OF BISON, 5 MILES
 QT0425'WEST OF STATE HIGHWAY 73, 5 MILES SOUTH OF THE SMALL VILLAGE
 QT0425'OF CHANCE, IN SECTION 22, T 16 N, R 15 E, AND 4 FEET
 QT0425'SOUTH-SOUTHWEST OF A 4 X 4 INCH WITNESS POST.
 QT0425'
 QT0425'TO REACH THE STATION FROM THE BRIDGE AT THE SOUTH EDGE OF THE
 QT0425'SMALL VILLAGE OF CHANCE, GO SOUTHWEST ON GRAVELED ROAD FOR 0.8
 QT0425'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD
 QT0425'FOR 4.9 MILES TO A FORK, BEAR LEFT AND GO SOUTH AND EAST FOR
 QT0425'0.6 MILE TO A RIGHT TURN IN ROAD AND THE AZIMUTH MARK ON LEFT,
 QT0425'TURN LEFT THROUGH WIRE GATE AND GO NORTH ON TRACK ROAD FOR 0.3
 QT0425'MILE, TURN LEFT OFF ROAD AND GO WEST ACROSS COUNTRY FOR 0.1
 QT0425'MILE TO TOP OF RIDGE AND STATION.
 QT0425'
 QT0425'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED WICKS
 QT0425'1952.
 QT0425'
 QT0425'REFERENCE MARK 1 IS ON THE EAST EDGE OF THE RIDGE.  THE MARK
 QT0425'PROJECTS 3 INCHES, AND THE DISK IS STAMPED WICKS NO 1 1952.
 QT0425'
 QT0425'REFERENCE MARK 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED WICKS
 QT0425'NO 2 1952.
 QT0425'
 QT0425'THE AZIMUTH MARK IS 70 FEET NORTHEAST OF CENTER OF A TRACK
 QT0425'ROAD, 20 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A 4 X 4
 QT0425'INCH WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 QT0425'PROJECTS 4 INCHES, AND THE DISK IS STAMPED WICKS 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2208 ***********************************************************************
 PU2208  DESIGNATION -  WICKSVILLE
 PU2208  PID         -  PU2208
 PU2208  STATE/COUNTY-  SD/PENNINGTON
 PU2208  COUNTRY     -  US
 PU2208  USGS QUAD   -  OWANKA (2017)
 PU2208
 PU2208                         *CURRENT SURVEY CONTROL
 PU2208  ______________________________________________________________________
 PU2208* NAD 83(1996) POSITION- 44 05 45.39931(N) 102 35 54.51170(W)   ADJUSTED
 PU2208* NAVD 88 ORTHO HEIGHT -   906.    (meters)     2972.    (feet) SCALED
 PU2208  ______________________________________________________________________
 PU2208  GEOID HEIGHT    -        -18.109 (meters)                     GEOID18
 PU2208  LAPLACE CORR    -         -6.44  (seconds)                    DEFLEC18
 PU2208  HORZ ORDER      -  THIRD
 PU2208
 PU2208.The horizontal coordinates were established by classical geodetic methods
 PU2208.and adjusted by the National Geodetic Survey in January 1998.
 PU2208
 PU2208.The orthometric height was scaled from a topographic map.
 PU2208
 PU2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2208.GEOID18 height accuracy estimate available here.
 PU2208
 PU2208.Click photographs - Photos may exist for this station.
 PU2208
 PU2208.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2208
 PU2208. The following values were computed from the NAD 83(1996) position.
 PU2208
 PU2208;                    North         East     Units Scale Factor Converg.
 PU2208;SPC SD S     -   198,288.034   418,647.679   MT  0.99994157   -1 33 45.4
 PU2208;SPC SD S     -   650,549.99  1,373,513.26   sFT  0.99994157   -1 33 45.4
 PU2208;UTM  13      - 4,885,333.466   692,231.412   MT  1.00005450   +1 40 17.9
 PU2208
 PU2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2208!SPC SD S     -   0.99986072  x   0.99994157  =   0.99980230
 PU2208!UTM  13      -   0.99986072  x   1.00005450  =   0.99991521
 PU2208
 PU2208:                Primary Azimuth Mark                     Grid Az
 PU2208:SPC SD S     -  WICKSVILLE AZ MK                         274 29 04.3
 PU2208:UTM  13      -  WICKSVILLE AZ MK                         271 15 01.0
 PU2208
 PU2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ9223185333(NAD 83)
 PU2208
 PU2208|---------------------------------------------------------------------|
 PU2208| PID    Reference Object                     Distance      Geod. Az  |
 PU2208|                                                           dddmmss.s |
 PU2208| CQ4412 WICKSVILLE RM 1                      12.982 METERS 09257     |
 PU2208| CQ4413 WICKSVILLE RM 2                      12.672 METERS 18813     |
 PU2208| CQ4411 WICKSVILLE AZ MK                                   2725518.9 |
 PU2208|---------------------------------------------------------------------|
 PU2208
 PU2208                          SUPERSEDED SURVEY CONTROL
 PU2208
 PU2208  NAD 83(1993)-  44 05 45.39141(N)    102 35 54.51323(W) AD(       ) 3
 PU2208  NAD 83(1986)-  44 05 45.39086(N)    102 35 54.51385(W) AD(       ) 3
 PU2208  NAD 27      -  44 05 45.43800(N)    102 35 52.91800(W) AD(       ) 3
 PU2208
 PU2208.Superseded values are not recommended for survey control.
 PU2208
 PU2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2208.See file dsdata.pdf to determine how the superseded data were derived.
 PU2208
 PU2208_MARKER: DS = TRIANGULATION STATION DISK
 PU2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2208_STAMPING: WICKSVILLE 1951
 PU2208_MARK LOGO: CGS
 PU2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2208+STABILITY: SURFACE MOTION
 PU2208
 PU2208  HISTORY     - Date     Condition        Report By
 PU2208  HISTORY     - 1951     MONUMENTED       CGS
 PU2208
 PU2208                          STATION DESCRIPTION
 PU2208
 PU2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2208'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 14
 PU2208'AND 16, ABOUT 12 MILES EAST OF NEW UNDERWOOD, ABOUT 0.5 MILE
 PU2208'WEST OF WICKSVILLE, NEAR THE CENTER OF THE NORTH SIDE OF
 PU2208'SECTION 31, T 2 N, R 13 E, 49 FEET SOUTH OF THE CENTERLINE
 PU2208'OF U.S. HIGHWAY 14 AND 16, 7 FEET NORTHEAST OF A FENCE CORNER,
 PU2208'7 FEET NORTHEAST OF A WITNESS POST, AND 3 FEET NORTH OF A
 PU2208'FENCE.
 PU2208'
 PU2208'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 PU2208'14 AND 16 AND THE MAIN STREET IN WICKSVILLE, GO WEST ON U.S.
 PU2208'HIGHWAY 14 AND 16 FOR 0.5 MILE TO THE TOP OF THE HILL AND
 PU2208'THE STATION ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR
 PU2208'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PU2208'
 PU2208'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 PU2208'WICKSVILLE 1951.
 PU2208'
 PU2208'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE CENTERLINE OF
 PU2208'U.S. HIGHWAY 14 AND 16 AND 1 FOOT NORTH OF A FENCE.  IT
 PU2208'PROJECTS 5 INCHES, AND THE DISK IS STAMPED WICKSVILLE NO 1
 PU2208'1951.
 PU2208'
 PU2208'REFERENCE MARK NO. 2 IS 91 FEET SOUTH OF THE CENTERLINE OF
 PU2208'U.S. HIGHWAY 14 AND 16 AND 1 FOOT EAST OF A WIRE FENCE.  IT
 PU2208'PROJECTS 8 INCHES, AND THE DISK IS STAMPED WICKSVILLE NO
 PU2208'2 1951.
 PU2208'
 PU2208'THE AZIMUTH MARK IS 47 FEET NORTH OF THE CENTERLINE OF U.S.
 PU2208'HIGHWAY 14 AND 16 AND 1 FOOT NORTH OF A WIRE FENCE.  IT
 PU2208'PROJECTS 3 INCHES, AND THE DISK IS STAMPED WICKSVILLE 1951.
 PU2208'
 PU2208'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PU2208'CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0948 ***********************************************************************
 OR0948  DESIGNATION -  WIESNER
 OR0948  PID         -  OR0948
 OR0948  STATE/COUNTY-  SD/LYMAN
 OR0948  COUNTRY     -  US
 OR0948  USGS QUAD   -  KENNEBEC SE (2017)
 OR0948
 OR0948                         *CURRENT SURVEY CONTROL
 OR0948  ______________________________________________________________________
 OR0948* NAD 83(1996) POSITION- 43 48 49.74574(N) 099 51 02.04192(W)   ADJUSTED
 OR0948* NAVD 88 ORTHO HEIGHT -   561.2   (meters)     1841.    (feet) VERTCON3
 OR0948  ______________________________________________________________________
 OR0948  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 OR0948  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 OR0948  HORZ ORDER      -  FIRST
 OR0948
 OR0948.The horizontal coordinates were established by classical geodetic methods
 OR0948.and adjusted by the National Geodetic Survey in January 1998.
 OR0948
 OR0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0948
 OR0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0948.GEOID18 height accuracy estimate available here.
 OR0948
 OR0948.Click photographs - Photos may exist for this station.
 OR0948
 OR0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0948
 OR0948. The following values were computed from the NAD 83(1996) position.
 OR0948
 OR0948;                    North         East     Units Scale Factor Converg.
 OR0948;SPC SD S     -   164,582.714   638,838.101   MT  0.99991267   +0 19 58.9
 OR0948;SPC SD S     -   539,968.45  2,095,921.34   sFT  0.99991267   +0 19 58.9
 OR0948;UTM  14      - 4,851,545.923   431,593.539   MT  0.99965755   -0 35 20.0
 OR0948
 OR0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0948!SPC SD S     -   0.99991603  x   0.99991267  =   0.99982870
 OR0948!UTM  14      -   0.99991603  x   0.99965755  =   0.99957360
 OR0948
 OR0948:                Primary Azimuth Mark                     Grid Az
 OR0948:SPC SD S     -  HILMOE PRESHO EAST BASE                  281 48 41.6
 OR0948:UTM  14      -  HILMOE PRESHO EAST BASE                  282 44 00.5
 OR0948
 OR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3159351545(NAD 83)
 OR0948
 OR0948|---------------------------------------------------------------------|
 OR0948| PID    Reference Object                     Distance      Geod. Az  |
 OR0948|                                                           dddmmss.s |
 OR0948| CO4078 WIESNER RM 1                        231.791 METERS 27128     |
 OR0948| OS0669 HILMOE PRESHO EAST BASE             APPROX.15.9 KM 2820840.5 |
 OR0948| CO4079 WIESNER RM 2                        APPROX. 0.5 KM 3462113.2 |
 OR0948|---------------------------------------------------------------------|
 OR0948
 OR0948                          SUPERSEDED SURVEY CONTROL
 OR0948
 OR0948  NAD 83(1986)-  43 48 49.74436(N)    099 51 02.04550(W) AD(       ) 1
 OR0948  NAD 27      -  43 48 49.78000(N)    099 51 00.63400(W) AD(       ) 1
 OR0948  NGVD 29 (07/19/86)  560.8    (m)         1840.     (f) VERT ANG       
 OR0948
 OR0948.Superseded values are not recommended for survey control.
 OR0948
 OR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0948.See file dsdata.pdf to determine how the superseded data were derived.
 OR0948
 OR0948_MARKER: DS = TRIANGULATION STATION DISK
 OR0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0948_STAMPING: WIESNER 1924
 OR0948_MARK LOGO: CGS
 OR0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0948+STABILITY: SURFACE MOTION
 OR0948
 OR0948  HISTORY     - Date     Condition        Report By
 OR0948  HISTORY     - 1924     MONUMENTED       CGS
 OR0948  HISTORY     - 1935     GOOD             CGS
 OR0948
 OR0948                          STATION DESCRIPTION
 OR0948
 OR0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 OR0948'STATION IS ABOUT 6-1/2 MILES S AND 2 MILES E OF KENEBEC NEAR
 OR0948'THE CENTER OF THE NE 1/4 OF SEC. 18, T 104 N, R 75 W IN A
 OR0948'PASTURE ON LAND OWNED BY HENRY WIESNER, WHO LIVES IN THE NE
 OR0948'CORNER OF THE 1/4 SECTION.
 OR0948'
 OR0948'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OR0948'DISKS SET IN CONCRETE AS DESCRIBED.
 OR0948'
 OR0948'REFERENCE MARK NO. 1 IS ABOUT 1/2 FOOT E OF THE N AND S FENCE,
 OR0948'230 METERS, TO THE W OF THE STATION.
 OR0948'
 OR0948'REFERENCE MARK NO. 2 IS ABOUT 525 METERS ALMOST DUE N OF THE
 OR0948'STATION AND IS 1-1/2 FEET N OF AN E AND W FENCE LINE MARKING
 OR0948'THE N LINE OF THE SECTION.
 OR0948'
 OR0948'TO REACH FROM KENEBEC GO S 4 MILES TO CORRECTION LINE, JOG
 OR0948'E TO SECTION LINE, GO S 4 MILES AND E 1 MILE TO MR. WIESNERS
 OR0948'HOME AND OUT THROUGH HIS PASTURE.  STATION IS 80 PACES S OF A
 OR0948'PILE OF BONES AND 82 PACES W OF N AND S FENCE LINE WHICH IS
 OR0948'ABOUT 1/4 MILE W OF THE FARMHOUSE.  GROUND IS ABOUT 15 FEET
 OR0948'HIGHER ON THE N SECTION LINE WHICH IS 500 METERS TO THE N
 OR0948'OF THE STATION.
 OR0948'
 OR0948'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.30 METERS.
 OR0948
 OR0948                          STATION RECOVERY (1935)
 OR0948
 OR0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OR0948'STATION MARK AND REFERENCE MARKS WERE FOUND TO BE IN GOOD
 OR0948'CONDITION.  THE PUBLISHED DESCRIPTION IS CORRECT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0904 ***********************************************************************
 OQ0904  DESIGNATION -  WIETERS
 OQ0904  PID         -  OQ0904
 OQ0904  STATE/COUNTY-  SD/HUTCHINSON
 OQ0904  COUNTRY     -  US
 OQ0904  USGS QUAD   -  TSCHETTER COLONY (2017)
 OQ0904
 OQ0904                         *CURRENT SURVEY CONTROL
 OQ0904  ______________________________________________________________________
 OQ0904* NAD 83(1996) POSITION- 43 18 38.42316(N) 097 44 11.78272(W)   ADJUSTED
 OQ0904* NAVD 88 ORTHO HEIGHT -   410.9   (meters)     1348.    (feet) VERTCON3
 OQ0904  ______________________________________________________________________
 OQ0904  GEOID HEIGHT    -        -26.229 (meters)                     GEOID18
 OQ0904  LAPLACE CORR    -          3.96  (seconds)                    DEFLEC18
 OQ0904  HORZ ORDER      -  FIRST
 OQ0904
 OQ0904.The horizontal coordinates were established by classical geodetic methods
 OQ0904.and adjusted by the National Geodetic Survey in January 1998.
 OQ0904
 OQ0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0904
 OQ0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0904.GEOID18 height accuracy estimate available here.
 OQ0904
 OQ0904.Click photographs - Photos may exist for this station.
 OQ0904
 OQ0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0904
 OQ0904. The following values were computed from the NAD 83(1996) position.
 OQ0904
 OQ0904;                    North         East     Units Scale Factor Converg.
 OQ0904;SPC SD S     -   111,866.326   810,618.811   MT  0.99992122   +1 47 28.9
 OQ0904;SPC SD S     -   367,014.77  2,659,505.22   sFT  0.99992122   +1 47 28.9
 OQ0904;UTM  14      - 4,796,090.382   602,457.303   MT  0.99972913   +0 52 00.1
 OQ0904
 OQ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0904!SPC SD S     -   0.99993969  x   0.99992122  =   0.99986091
 OQ0904!UTM  14      -   0.99993969  x   0.99972913  =   0.99966883
 OQ0904
 OQ0904:                Primary Azimuth Mark                     Grid Az
 OQ0904:SPC SD S     -  MENNO SCHOOLHOUSE CUPOLA                 120 36 57.9
 OQ0904:UTM  14      -  MENNO SCHOOLHOUSE CUPOLA                 121 32 26.7
 OQ0904
 OQ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN0245796090(NAD 83)
 OQ0904
 OQ0904|---------------------------------------------------------------------|
 OQ0904| PID    Reference Object                     Distance      Geod. Az  |
 OQ0904|                                                           dddmmss.s |
 OQ0904| OQ0894 FREEMAN CHURCH SPIRE                APPROX.24.8 KM 0792311.5 |
 OQ0904| OQ0903 CATHOLIC CH SPIRE W OF FREEMAN      APPROX.19.0 KM 0885037.0 |
 OQ0904| OQ0906 MENNO WHITE SPIRE                   APPROX.15.2 KM 1210809.0 |
 OQ0904| OQ0907 MENNO SCHOOLHOUSE CUPOLA            APPROX.15.3 KM 1222426.8 |
 OQ0904| OQ0909 SCOTLAND WATER TOWER                APPROX.18.0 KM 1735351.9 |
 OQ0904| OQ0911 SCOTLAND EPISCOPAL CH SPIRE         APPROX.17.9 KM 1744241.7 |
 OQ0904| OQ0917 VODNANY CHURCH SPIRE                APPROX.22.9 KM 2103738.3 |
 OQ0904| OQ0916 TRIPP WATER TOWER                   APPROX.21.5 KM 2432159.8 |
 OQ0904| OQ0919 PARKSTON CHURCH SPIRE               APPROX.22.2 KM 2941744.1 |
 OQ0904| OQ0920 PARKSTON IRON SMOKESTACK            APPROX.22.0 KM 2942630.1 |
 OQ0904|---------------------------------------------------------------------|
 OQ0904
 OQ0904                          SUPERSEDED SURVEY CONTROL
 OQ0904
 OQ0904  NAD 83(1995)-  43 18 38.42711(N)    097 44 11.77580(W) AD(       ) 1
 OQ0904  NAD 83(1986)-  43 18 38.43470(N)    097 44 11.77121(W) AD(       ) 1
 OQ0904  NAD 27      -  43 18 38.47500(N)    097 44 10.52700(W) AD(       ) 1
 OQ0904  USSD        -  43 18 38.65500(N)    097 44 10.88100(W) AD(       ) 3
 OQ0904  NGVD 29 (07/19/86)  410.6    (m)         1347.     (f) VERT ANG       
 OQ0904
 OQ0904.Superseded values are not recommended for survey control.
 OQ0904
 OQ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0904.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0904
 OQ0904_MARKER: V = STONE MONUMENT
 OQ0904_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0904
 OQ0904  HISTORY     - Date     Condition        Report By
 OQ0904  HISTORY     - 1901     MONUMENTED       CGS
 OQ0904  HISTORY     - 1903     GOOD             CGS
 OQ0904  HISTORY     - 1935     POOR             CGS
 OQ0904  HISTORY     - 1961     GOOD             CGS
 OQ0904  HISTORY     - 1966     GOOD             CGS
 OQ0904
 OQ0904                          STATION DESCRIPTION
 OQ0904
 OQ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OQ0904'SITUATED IN THE NORTHWEST QUARTER OF SEC. 17, T98N, R58W,
 OQ0904'ON A SMALL ELEVATION ON LAND BELONGING TO WILLIAM WIETERS.
 OQ0904'THE STATION IS 205 FEET FROM THE WEST LINE OF THE SECTION
 OQ0904'AND 1,051 FEET FROM ITS NORTHWEST CORNER.  IT IS 0.7 MILE WEST
 OQ0904'AND 11 MILES NORTH OF SCOTLAND, BON HOMME COUNTY.  THE SURFACE
 OQ0904'MARK IS A MARBLE POST, 2.5 FEET LONG AND 8 INCHES SQUARE ON
 OQ0904'TOP.  CUT IN ITS TOP ARE TWO V-SHAPED GROOVES AT RIGHT ANGLES
 OQ0904'TO EACH OTHER, AND THE LETTERS U.S.C.S.  THE UNDERGROUND MARK
 OQ0904'IS A TACK IN THE CENTER OF THE CORK OF A STONE JUG, BURIED
 OQ0904'ABOUT 3 FEET BELOW THE TOP OF THE SURFACE STONE.  THE
 OQ0904'AZIMUTH OF A WELL IN A PASTURE IS S 07 DEG 38 MIN W, AND ITS
 OQ0904'DISTANCE 222.5 FEET.  THE BEARING OF THE STONE AT THE
 OQ0904'NORTHWEST CORNER OF THE SECTION IS N 11 DEG 47 MIN W, AND ITS
 OQ0904'DISTANCE 1,051 FEET.  THE BEARING OF THE WATER TOWER AT
 OQ0904'SCOTLAND IS S 06 DEG 06 MIN E, AND OF THE CHIMNEY ON HARTS
 OQ0904'HOUSE, N 21 DEG 13 MIN W.
 OQ0904
 OQ0904                          STATION RECOVERY (1935)
 OQ0904
 OQ0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0904'STATION RECOVERED MAY 11, 1935.  TOP OF THE STONE POST BADLY
 OQ0904'CHIPPED AND LETTERS U.S.C.S. ALMOST COMPLETELY OBLITERATED,
 OQ0904'BUT INTERSECTION OF THE GROOVES IS NOT ENTIRELY DESTROYED,
 OQ0904'AND MARK CAN STILL BE USED.  SURFACE MARK PROJECTS ABOUT 1
 OQ0904'INCH ABOVE GROUND.
 OQ0904'
 OQ0904'IN NW 1/4 SEC. 17, T98N, R58W, AT CREST OF A SMALL
 OQ0904'ELEVATION, IN PASTURE LAND OWNED BY WILLIAM WIETERS AND
 OQ0904'OCCUPIED BY JOHN WALKER WHO LIVES ABOUT 1/4 MILE NORTHEAST
 OQ0904'OF STATION, ABOUT 1000 FEET SOUTH OF THE NORTHWEST CORNER OF
 OQ0904'THE SECTION, 211 FEET EAST OF THE CENTER LINE OF SECTION-LINE
 OQ0904'ROAD, AND 21 FEET NORTH OF A POINT IN LINE WITH A FENCE
 OQ0904'EXTENDING WEST FROM SECTION-LINE ROAD.  SURFACE MARK PROJECTS
 OQ0904'ABOUT 1 INCH ABOVE GROUND.
 OQ0904'
 OQ0904'AZIMUTH MARKS--THE SCOTLAND WATER TANK NOW IN USE IS NOT IN
 OQ0904'THE SAME POSITION AS THE OLD ONE, HENCE THIS MARK IS NO LONGER
 OQ0904'GOOD.  THE POSITION OF THE CHIMNEY OF HARTS (NOW STACKELS) HOUSE
 OQ0904'REMAINS UNCHANGED.  THE WELL IN A PASTURE NO LONGER EXISTS.
 OQ0904'THE NORTHWEST CORNER OF SECTION 17 HAS BEEN BURIED UNDER A
 OQ0904'ROAD GRADE, HENCE NO SEARCH WAS MADE FOR THE MARK.
 OQ0904
 OQ0904                          STATION RECOVERY (1961)
 OQ0904
 OQ0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 OQ0904'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 OQ0904'NEW DESCRIPTION FOLLOWS.
 OQ0904'
 OQ0904'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF OLIVET,
 OQ0904'ON TOP OF MIDDLE AND HIGHEST ONE OF 3 GRASSY KNOLLS IN A
 OQ0904'PASTURE.  IT IS IN THE NORTHWEST QUARTER OF SECTION 17, T. 98
 OQ0904'N., R. 58 W.
 OQ0904'
 OQ0904'TO REACH THE STATION FROM THE HUTCHINSON COUNTY COURTHOUSE IN
 OQ0904'OLIVET, GO WEST ON U.S. HIGHWAY NO. 18 FOR 2.05 MILES TO A
 OQ0904'CROSSROAD.  TURN RIGHT AND GO NORTH ON A BLACK TOP ROAD FOR 5.0
 OQ0904'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRADED
 OQ0904'SECTION-LINE ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND
 OQ0904'GO SOUTH ON A GRADED SECTION-LINE ROAD FOR 0.15 MILE TO THE
 OQ0904'STATION ON THE LEFT.
 OQ0904'
 OQ0904'THE STATION MARK IS AN 8 BY 8 INCH MARBLE POST WITH TWO
 OQ0904'V-SHAPED GROOVES AT RIGHT ANGLES TO EACH OTHER CUT IN ITS
 OQ0904'TOP.  IT PROJECTS 1 INCH.  THE TOP IS CHIPPED SUCH THAT THE
 OQ0904'GROOVES ARE ABOUT 3/4 OBLITERATED BUT STILL VISIBLE.  IT
 OQ0904'IS 209.4 FEET EAST OF THE CENTER OF A NORTH-SOUTH SECTION-LINE
 OQ0904'ROAD, 139.0 FEET WEST OF A NORTH-SOUTH FENCE AND 314.5 FEET
 OQ0904'NORTHWEST OF A FENCE CORNER.
 OQ0904
 OQ0904                          STATION RECOVERY (1966)
 OQ0904
 OQ0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OQ0904'THE STATION RECOVERED AS DESCRIBED IN 1961 AND FOUND IN GOOD
 OQ0904'CONDITION.  THE STATION IS MARKED BY A CHISELED CROSS IN THE
 OQ0904'TOP OF A MARBLE POST.  THE CROSS WAS PLAINLY VISIBLE AND IT
 OQ0904'DID NOT APPEAR NECESSARY TO REPLACE THE STATION MARK.  TWO
 OQ0904'REFERENCE MARKS WERE SET BUT AN AZIMUTH MARK WAS NOT ESTABLISHED
 OQ0904'AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 OQ0904'
 OQ0904'TO REACH THE STATION FROM OLIVET, FROM THE COURT HOUSE, GO WEST
 OQ0904'ON U.S. HIGHWAY 18 FOR 2.05 MILES TO CROSSROADS, TURN RIGHT
 OQ0904'AND GO NORTH ON SURFACED ROAD FOR 5.0 MILES TO CROSSROADS,
 OQ0904'TURN LEFT AND GO WEST FOR 1.0 MILE TO CROSSROADS, TURN LEFT AND
 OQ0904'GO SOUTH FOR 0.15 MILE TO THE STATION IN PASTURE ON LEFT.
 OQ0904'
 OQ0904'THE STATION MARK IS A CROSS IN THE TOP OF AN 8 BY 8-INCH
 OQ0904'MARBLE POST PROJECTING 1 INCH.  IT IS 209.5 FEET EAST OF THE
 OQ0904'CENTERLINE OF THE ROAD, 139 FEET WEST OF A NORTH-SOUTH FENCE
 OQ0904'AND 315 FEET NORTHWEST OF A FENCE CORNER.
 OQ0904'
 OQ0904'R.M. NO. 1 IS 33.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 OQ0904'2 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 OQ0904'NORTH-SOUTH FENCE.  MARK PROJECTS 1 INCH AND DISK IS STAMPED
 OQ0904'WIETERS 1901 NO 1 1966.
 OQ0904'
 OQ0904'R.M. NO. 2 IS 33.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 OQ0904'4 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.
 OQ0904'MARK FLUSH AND DISK IS STAMPED WIETERS 1901 NO 2 1966.
 OQ0904'
 OQ0904'R.M. 1 TO R.M. 2 = 276.29 FEET (84.213 M.).
 OQ0904'
 OQ0904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 OQ0904'NORTHWEST OF OLIVET
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0416 ***********************************************************************
 QT0416  DESIGNATION -  WILKENS
 QT0416  PID         -  QT0416
 QT0416  STATE/COUNTY-  SD/PERKINS
 QT0416  COUNTRY     -  US
 QT0416  USGS QUAD   -  DEEP CREEK NE (2017)
 QT0416
 QT0416                         *CURRENT SURVEY CONTROL
 QT0416  ______________________________________________________________________
 QT0416* NAD 83(1996) POSITION- 45 12 48.15391(N) 102 16 08.93141(W)   ADJUSTED
 QT0416* NAVD 88 ORTHO HEIGHT -   767.1   (meters)     2517.    (feet) VERTCON3
 QT0416  ______________________________________________________________________
 QT0416  GEOID HEIGHT    -        -18.768 (meters)                     GEOID18
 QT0416  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 QT0416  HORZ ORDER      -  FIRST
 QT0416
 QT0416.The horizontal coordinates were established by classical geodetic methods
 QT0416.and adjusted by the National Geodetic Survey in January 1998.
 QT0416
 QT0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0416
 QT0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0416.GEOID18 height accuracy estimate available here.
 QT0416
 QT0416.Click photographs - Photos may exist for this station.
 QT0416
 QT0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0416
 QT0416. The following values were computed from the NAD 83(1996) position.
 QT0416
 QT0416;                    North         East     Units Scale Factor Converg.
 QT0416;SPC SD N     -   155,852.347   421,783.681   MT  0.99994311   -1 36 21.5
 QT0416;SPC SD N     -   511,325.58  1,383,801.96   sFT  0.99994311   -1 36 21.5
 QT0416;UTM  13      - 5,010,282.468   714,432.081   MT  1.00016540   +1 56 20.1
 QT0416
 QT0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0416!SPC SD N     -   0.99988268  x   0.99994311  =   0.99982580
 QT0416!UTM  13      -   0.99988268  x   1.00016540  =   1.00004806
 QT0416
 QT0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL1443210282(NAD 83)
 QT0416
 QT0416|---------------------------------------------------------------------|
 QT0416| PID    Reference Object                     Distance      Geod. Az  |
 QT0416|                                                           dddmmss.s |
 QT0416| QT0417 TT 31 LES OFFSET                    384.564 METERS 07410     |
 QT0416| QT0418 TT 31 LES                           384.524 METERS 09639     |
 QT0416| CQ9018 WILKENS RM 1                          9.093 METERS 16233     |
 QT0416| CQ9019 WILKENS RM 2                          9.537 METERS 28844     |
 QT0416|---------------------------------------------------------------------|
 QT0416
 QT0416                          SUPERSEDED SURVEY CONTROL
 QT0416
 QT0416  NAD 83(1986)-  45 12 48.14513(N)    102 16 08.92984(W) AD(       ) 1
 QT0416  NAD 27      -  45 12 48.21000(N)    102 16 07.35100(W) AD(       ) 1
 QT0416  NGVD 29 (07/19/86)  766.7    (m)         2515.     (f) VERT ANG       
 QT0416
 QT0416.Superseded values are not recommended for survey control.
 QT0416
 QT0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0416.See file dsdata.pdf to determine how the superseded data were derived.
 QT0416
 QT0416_MARKER: DS = TRIANGULATION STATION DISK
 QT0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0416_STAMPING: WILKENS 1951
 QT0416_MARK LOGO: CGS
 QT0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0416+STABILITY: SURFACE MOTION
 QT0416
 QT0416  HISTORY     - Date     Condition        Report By
 QT0416  HISTORY     - 1951     MONUMENTED       CGS
 QT0416
 QT0416                          STATION DESCRIPTION
 QT0416
 QT0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0416'THE STATION IS LOCATED ON A LOW PROMINENT KNOLL, ABOUT 14 MILES
 QT0416'SOUTH OF CHANCE, 13 MILES NORTH AND 11-1/4 MILES WEST OF FAITH,
 QT0416'AND ON LAND OWNED BY MR. H. WILKENS.
 QT0416'
 QT0416'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212 AND
 QT0416'STATE HIGHWAY 73 NEAR THE WEST EDGE OF THE TOWN OF FAITH.  GO
 QT0416'WEST ON HIGHWAY 212 AND 73 FOR 3.1 MILES TO THEIR JUNCTION.  TURN
 QT0416'RIGHT, NORTH, WITH STATE HIGHWAY 73 AND GO FOR 12.45 MILES TO THE
 QT0416'MOREAU RIVER BRIDGE.  CROSS AND CONTINUE NORTHERLY ON THE HIGHWAY
 QT0416'FOR 1.65 MILES TO THE USTA POST OFFICE AND STORE ON THE RIGHT.
 QT0416'AND A CATTLE GUARD ON THE LEFT, TURN LEFT, WEST, CROSS CATTLE
 QT0416'GUARD AND FOLLOW THE MAIN DIRT ROAD FOR 4.5 MILES TO A SIDE
 QT0416'ROAD ON THE LEFT, WHERE THE MAIN ROAD TURNS NORTH.  TURN
 QT0416'LEFT, SOUTHERLY, AND FOLLOW THE MAIN TRACK ROAD FOR 0.9 MILE
 QT0416'TO A GATE AND A CATTLE GUARD.  TURN LEFT, SOUTH, ON THE EAST
 QT0416'SIDE OF THE FENCE AND FOLLOW THE MAIN TRACK ROAD FOR 1 MILE
 QT0416'TO A FENCE CORNER AND THE AZIMUTH MARK (USGS) AS DESCRIBED.
 QT0416'TURN RIGHT, WEST, AND FOLLOW TRACK ROAD ON THE SOUTH SIDE
 QT0416'OF THE FENCE FOR 0.3 MILE TO THE TOP OF A SMALL KNOLL AND
 QT0416'THE STATION AS DESCRIBED.
 QT0416'
 QT0416'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 QT0416'WILKENS 1951.
 QT0416'
 QT0416'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 QT0416'WILKENS NO 1 1951.
 QT0416'
 QT0416'REFERENCE MARK NO. 2 PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 QT0416'WILKENS NO 2 1951.
 QT0416'
 QT0416'TT 31 LES (USGS) (AZIMUTH MARK) IS 335 FEET WEST OF A FENCE
 QT0416'CORNER, 250 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 1
 QT0416'FOOT SOUTH OF A FENCE.  THE MARK IS A STANDARD GEOLOGICAL SURVEY
 QT0416'BENCH MARK DISK SET IN CONCRETE IN THE TOP OF AN 8-INCH STOVE
 QT0416'PIPE, PROJECTING 7 INCHES, AND THE DISK IS STAMPED 31 LES 1948.
 QT0416'
 QT0416'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 QT0416'TOP OF A 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1078 ***********************************************************************
 PU1078  DESIGNATION -  WILLOW
 PU1078  PID         -  PU1078
 PU1078  STATE/COUNTY-  SD/BUTTE
 PU1078  COUNTRY     -  US
 PU1078  USGS QUAD   -  NEWELL LAKE (2017)
 PU1078
 PU1078                         *CURRENT SURVEY CONTROL
 PU1078  ______________________________________________________________________
 PU1078* NAD 83(1996) POSITION- 44 50 12.79337(N) 103 25 37.09620(W)   ADJUSTED
 PU1078* NAVD 88 ORTHO HEIGHT -   941.814 (meters)     3089.93  (feet) ADJUSTED
 PU1078  ______________________________________________________________________
 PU1078  GEOID HEIGHT    -        -16.392 (meters)                     GEOID18
 PU1078  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 PU1078  DYNAMIC HEIGHT  -        941.582 (meters)     3089.17  (feet) COMP
 PU1078  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 PU1078
 PU1078  HORZ ORDER      -  SECOND
 PU1078  VERT ORDER      -  SECOND    CLASS 0
 PU1078
 PU1078.The horizontal coordinates were established by classical geodetic methods
 PU1078.and adjusted by the National Geodetic Survey in January 1998.
 PU1078
 PU1078.The orthometric height was determined by differential leveling and
 PU1078.adjusted by the NATIONAL GEODETIC SURVEY
 PU1078.in June 1991.
 PU1078
 PU1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1078.GEOID18 height accuracy estimate available here.
 PU1078
 PU1078.Click photographs - Photos may exist for this station.
 PU1078
 PU1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU1078
 PU1078.The dynamic height is computed by dividing the NAVD 88
 PU1078.geopotential number by the normal gravity value computed on the
 PU1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1078.degrees latitude (g = 980.6199 gals.).
 PU1078
 PU1078.The modeled gravity was interpolated from observed gravity values.
 PU1078
 PU1078. The following values were computed from the NAD 83(1996) position.
 PU1078
 PU1078;                    North         East     Units Scale Factor Converg.
 PU1078;SPC SD N     -   117,251.033   329,124.146   MT  0.99994607   -2 25 31.4
 PU1078;SPC SD N     -   384,681.10  1,079,801.47   sFT  0.99994607   -2 25 31.4
 PU1078;UTM  13      - 4,966,034.418   624,330.106   MT  0.99979008   +1 06 33.4
 PU1078
 PU1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU1078!SPC SD N     -   0.99985492  x   0.99994607  =   0.99980100
 PU1078!UTM  13      -   0.99985492  x   0.99979008  =   0.99964503
 PU1078
 PU1078:                Primary Azimuth Mark                     Grid Az
 PU1078:SPC SD N     -  FLAT                                     076 29 28.6
 PU1078:UTM  13      -  FLAT                                     072 57 23.8
 PU1078
 PU1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2433066034(NAD 83)
 PU1078
 PU1078|---------------------------------------------------------------------|
 PU1078| PID    Reference Object                     Distance      Geod. Az  |
 PU1078|                                                           dddmmss.s |
 PU1078| PU1344 FLAT                                APPROX.11.1 KM 0740357.2 |
 PU1078| PU1074 A 124                                              1712036.9 |
 PU1078| PU1076 WILLOW RM 1                          10.162 METERS 21214     |
 PU1078| PU1077 WILLOW RM 2                          12.500 METERS 31301     |
 PU1078|---------------------------------------------------------------------|
 PU1078
 PU1078                          SUPERSEDED SURVEY CONTROL
 PU1078
 PU1078  NAD 83(1993)-  44 50 12.78750(N)    103 25 37.09518(W) AD(       ) 2
 PU1078  NAD 83(1986)-  44 50 12.78329(N)    103 25 37.09142(W) AD(       ) 2
 PU1078  NAD 27      -  44 50 12.82900(N)    103 25 35.41970(W) AD(       ) 2
 PU1078  NGVD 29 (??/??/92)  941.337  (m)         3088.37   (f) ADJ UNCH    2 0
 PU1078  NGVD 29             941.34   (m)         3088.4    (f) LEVELING    3  
 PU1078
 PU1078.Superseded values are not recommended for survey control.
 PU1078
 PU1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1078.See file dsdata.pdf to determine how the superseded data were derived.
 PU1078
 PU1078_MARKER: DS = TRIANGULATION STATION DISK
 PU1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1078_STAMPING: WILLOW 1950
 PU1078_MARK LOGO: CGS
 PU1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1078+STABILITY: SURFACE MOTION
 PU1078
 PU1078  HISTORY     - Date     Condition        Report By
 PU1078  HISTORY     - 1950     MONUMENTED       CGS
 PU1078  HISTORY     - 1962     GOOD             CGS
 PU1078  HISTORY     - 1963     GOOD             CGS
 PU1078
 PU1078                          STATION DESCRIPTION
 PU1078
 PU1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PU1078'STATION IS LOCATED ABOUT 8.5 MILES NORTH OF NEWELL, 0.1 MILE
 PU1078'WEST OF STATE HIGHWAY 79, 18 FEET SOUTHWEST OF CENTER OF TRACK
 PU1078'ROAD, AND 6 FEET WEST OF A WITNESS POST.
 PU1078'
 PU1078'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 212 AND STATE HIGHWAY
 PU1078'79 AT THE NORTH EDGE OF NEWELL, GO WEST AND NORTH ON HIGHWAY
 PU1078'79 FOR 7.85 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 PU1078'NORTH ON HIGHWAY FOR 0.7 MILE TO A TRACK ROAD LEFT.  TURN
 PU1078'LEFT AND GO NORTHWEST ON TRACK ROAD FOR 0.1 MILE TO TOP OF
 PU1078'HILL AND STATION ON LEFT.
 PU1078'
 PU1078'STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED WILLOW
 PU1078'1950.
 PU1078'
 PU1078'REFERENCE MARK NO. 1 IS 35 FEET SOUTHWEST OF A WITNESS POST.
 PU1078'IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED WILLOW NO 1 1950.
 PU1078'
 PU1078'REFERENCE MARK NO. 2 IS 20 FEET SOUTHWEST OF CENTER OF TRACK
 PU1078'ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED WILLOW
 PU1078'NO 2 1950.
 PU1078'
 PU1078'BENCH MARK A 124 IS 150 FEET EAST OF CENTER OF STATE HIGHWAY
 PU1078'79, 100 FEET SOUTHEAST OF A WIRE GATE, 24 FEET NORTHEAST OF
 PU1078'CENTER OF TRACK ROAD, AND 1 FOOT WEST OF A WITNESS POST.
 PU1078'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED A 124 1934.
 PU1078'
 PU1078'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 PU1078'TOPS OF 12-INCH CONCRETE CYLINDERS.  BENCH MARK A 124 IS A
 PU1078'STANDARD BENCH MARK DISK SET IN THE TOP OF A 6 X 6-INCH
 PU1078'CONCRETE POST.
 PU1078'
 PU1078'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PU1078
 PU1078                          STATION RECOVERY (1962)
 PU1078
 PU1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU1078'THE STATION WAS RECOVERED AND THE STATION AND REFERENCE
 PU1078'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 PU1078'UNSATISFACTORY AND WAS DESTROYED.
 PU1078'
 PU1078'A NEW TO REACH FOLLOWS.
 PU1078'
 PU1078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PU1078'AND STATE HIGHWAY 79 IN NEWELL, GO NORTH ON STATE HIGHWAY 79
 PU1078'FOR 8.15 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT, NORTHWEST
 PU1078'THROUGH GATE ON DIM TRACK ROAD FOR 0.1 MILE TO THE STATION ON
 PU1078'THE LEFT AS DESCRIBED.
 PU1078'
 PU1078'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU1078'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 5 INCHES
 PU1078'AND IS STAMPED WILLOW 1950.  IT IS 19 FEET SOUTHWEST OF THE
 PU1078'CENTER OF A TRACK ROAD.
 PU1078'
 PU1078'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU1078'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 3 INCHES AND
 PU1078'IS STAMPED WILLOW NO 1 1950.  IT IS 52 FEET SOUTHWEST OF
 PU1078'THE CENTER OF A TRACK ROAD.
 PU1078'
 PU1078'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU1078'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 PU1078'AND IS STAMPED WILLOW NO 2 1950.  IT IS 20 FEET SOUTHWEST OF THE
 PU1078'CENTER OF A TRACK ROAD.
 PU1078
 PU1078                          STATION RECOVERY (1963)
 PU1078
 PU1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1078'8.5 MI N FROM NEWELL.
 PU1078'ABOUT 8.4 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1078'SCHOOL AT NEWELL, THENCE 0.1 MILE NORTHWEST ALONG A TRACK ROAD
 PU1078'ACROSS PASTURE LAND, AT THE CREST OF A HILL, 19 FEET SOUTH OF
 PU1078'THE CENTERLINE OF THE TRACK ROAD, 33.0 FEET NORTHEAST OF R.M. 1,
 PU1078'41.4 FEET SOUTHEAST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE
 PU1078'POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1081 ***********************************************************************
 NM1081  DESIGNATION -  WILLOW
 NM1081  PID         -  NM1081
 NM1081  STATE/COUNTY-  SD/YANKTON
 NM1081  COUNTRY     -  US
 NM1081  USGS QUAD   -  MISSION HILL (2017)
 NM1081
 NM1081                         *CURRENT SURVEY CONTROL
 NM1081  ______________________________________________________________________
 NM1081* NAD 83(2011) POSITION- 42 53 19.57337(N) 097 19 20.99255(W)   ADJUSTED
 NM1081* NAD 83(2011) ELLIP HT-   331.996 (meters)        (06/27/12)   ADJUSTED
 NM1081* NAD 83(2011) EPOCH   -  2010.00
 NM1081* NAVD 88 ORTHO HEIGHT -   357.624 (meters)     1173.30  (feet) ADJUSTED
 NM1081  ______________________________________________________________________
 NM1081  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 NM1081  NAD 83(2011) X  -   -596,563.476 (meters)                     COMP
 NM1081  NAD 83(2011) Y  - -4,642,442.131 (meters)                     COMP
 NM1081  NAD 83(2011) Z  -  4,318,682.428 (meters)                     COMP
 NM1081  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 NM1081  DYNAMIC HEIGHT  -        357.522 (meters)     1172.97  (feet) COMP
 NM1081  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM1081
 NM1081  VERT ORDER      -  SECOND    CLASS 0
 NM1081
 NM1081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1081  Standards:
 NM1081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1081  -------------------------------------------------------------------
 NM1081  NETWORK    1.68   4.61           0.77   0.57   2.35      0.11739990
 NM1081  -------------------------------------------------------------------
 NM1081  Click here for local accuracies and other accuracy information.
 NM1081
 NM1081.The horizontal coordinates were established by GPS observations
 NM1081.and adjusted by the National Geodetic Survey in June 2012.
 NM1081
 NM1081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1081.been affixed to the stable North American tectonic plate. See 
 NM1081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1081
 NM1081.The horizontal coordinates are valid at the epoch date displayed above
 NM1081.which is a decimal equivalence of Year/Month/Day.
 NM1081
 NM1081.The orthometric height was determined by differential leveling and
 NM1081.adjusted by the NATIONAL GEODETIC SURVEY
 NM1081.in June 1991.
 NM1081
 NM1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1081.GEOID18 height accuracy estimate available here.
 NM1081
 NM1081.Click photographs - Photos may exist for this station.
 NM1081
 NM1081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1081
 NM1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1081
 NM1081.The ellipsoidal height was determined by GPS observations
 NM1081.and is referenced to NAD 83.
 NM1081
 NM1081.The dynamic height is computed by dividing the NAVD 88
 NM1081.geopotential number by the normal gravity value computed on the
 NM1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1081.degrees latitude (g = 980.6199 gals.).
 NM1081
 NM1081.The modeled gravity was interpolated from observed gravity values.
 NM1081
 NM1081. The following values were computed from the NAD 83(2011) position.
 NM1081
 NM1081;                    North         East     Units Scale Factor Converg.
 NM1081;SPC SD S     -    66,162.159   845,891.835   MT  0.99998734   +2 04 37.3
 NM1081;SPC SD S     -   217,067.02  2,775,230.13   sFT  0.99998734   +2 04 37.3
 NM1081;UTM  14      - 4,749,827.967   636,978.281   MT  0.99983083   +1 08 30.6
 NM1081
 NM1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1081!SPC SD S     -   0.99994794  x   0.99998734  =   0.99993528
 NM1081!UTM  14      -   0.99994794  x   0.99983083  =   0.99977878
 NM1081
 NM1081:                Primary Azimuth Mark                     Grid Az
 NM1081:SPC SD S     -  RADIO STA WNAX RAD MAST C OF 3           010 18 18.9
 NM1081:UTM  14      -  RADIO STA WNAX RAD MAST C OF 3           011 14 25.6
 NM1081
 NM1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3697849827(NAD 83)
 NM1081
 NM1081|---------------------------------------------------------------------|
 NM1081| PID    Reference Object                     Distance      Geod. Az  |
 NM1081|                                                           dddmmss.s |
 NM1081| NM1860 RADIO STA WNAX MAST TALL OF 3       APPROX. 2.7 KM 0101956.2 |
 NM1081| NM1861 RADIO STA WNAX MAST SHORT OF 3      APPROX. 2.9 KM 0110813.2 |
 NM1081| NM1862 RADIO STA WNAX RAD MAST C OF 3      APPROX. 2.6 KM 0122256.2 |
 NM1081| NM1858 GAYVILLE TANK                       APPROX.12.2 KM 0900249.0 |
 NM1081| NM1080 WILLOW RM 1                          44.725 METERS 25411     |
 NM1081| NM1865 YANKTON SAC HEART HOSP TANK         APPROX. 7.4 KM 2553749.4 |
 NM1081| NM1082 WILLOW RM 2                          33.790 METERS 30533     |
 NM1081| NM1083 WILLOW AZ MK                                       3504601.5 |
 NM1081|---------------------------------------------------------------------|
 NM1081
 NM1081                          SUPERSEDED SURVEY CONTROL
 NM1081
 NM1081  NAD 83(2007)-  42 53 19.57336(N)    097 19 20.99338(W) AD(2002.00) 0
 NM1081  ELLIP H (02/10/07)  332.024  (m)                       GP(2002.00)    
 NM1081  ELLIP H (05/25/04)  332.014  (m)                       GP(       ) 4 2
 NM1081  NAD 83(1996)-  42 53 19.57337(N)    097 19 20.99298(W) AD(       ) 2
 NM1081  ELLIP H (01/23/98)  332.057  (m)                       GP(       ) 4 1
 NM1081  NAD 83(1995)-  42 53 19.57339(N)    097 19 20.99296(W) AD(       ) 2
 NM1081  NAD 83(1986)-  42 53 19.58178(N)    097 19 20.98347(W) AD(       ) 2
 NM1081  NAD 27      -  42 53 19.59600(N)    097 19 19.78500(W) AD(       ) 2
 NM1081  NAVD 88             357.62   (m)         1173.3    (f) LEVELING    3  
 NM1081  NGVD 29 (??/??/92)  357.426  (m)         1172.66   (f) ADJ UNCH    2 0
 NM1081  NGVD 29             357.43   (m)         1172.7    (f) LEVELING    3  
 NM1081
 NM1081.Superseded values are not recommended for survey control.
 NM1081
 NM1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1081.See file dsdata.pdf to determine how the superseded data were derived.
 NM1081
 NM1081_MARKER: DS = TRIANGULATION STATION DISK
 NM1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1081_STAMPING: WILLOW 1948
 NM1081_MARK LOGO: CGS
 NM1081_PROJECTION: FLUSH
 NM1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1081+STABILITY: SURFACE MOTION
 NM1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1081+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM1081
 NM1081  HISTORY     - Date     Condition        Report By
 NM1081  HISTORY     - 1948     MONUMENTED       CGS
 NM1081  HISTORY     - 1949     GOOD             CGS
 NM1081  HISTORY     - 1976     GOOD             NGS
 NM1081  HISTORY     - 19930604 GOOD             GEORES
 NM1081  HISTORY     - 19930908 GOOD             NGS
 NM1081
 NM1081                          STATION DESCRIPTION
 NM1081
 NM1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1081'STATION IS LOCATED ABOUT 4 MILES EAST NORTHEAST OF YANKTON
 NM1081'ON THE GROUNDS OF THE WILLOW DALE SCHOOLHOUSE.  STATION
 NM1081'IS 92 FEET EAST OF THE SOUTHEAST CORNER OF SCHOOL AND 50
 NM1081'FEET WEST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 NM1081'THE DISK IS STAMPED WILLOW 1948.
 NM1081'
 NM1081'REFERENCE MARK NO. 1 IS 146.77 FEET WEST SOUTHWEST OF STATION,
 NM1081'58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOL AND
 NM1081'45 FEET SOUTHEAST OF SOUTH GATE POST.  THE MARK IS FLUSH
 NM1081'WITH THE GROUND AND THE DISK IS STAMPED WILLOW NO 1 1948.
 NM1081'
 NM1081'REFERENCE MARK NO. 2 IS 110.86 FEET NORTHWEST OF STATION,
 NM1081'16 FEET NORTHEAST OF NORTHEAST CORNER OF SCHOOL AND 3 FEET
 NM1081'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED.  THE MARK IS
 NM1081'FLUSH WITH THE GROUND AND THE DISK IS STAMPED WILLOW NO
 NM1081'2 1948.
 NM1081'
 NM1081'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF STATION,
 NM1081'33 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 NM1081'3 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.  THE
 NM1081'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED WILLOW
 NM1081'1948.
 NM1081'
 NM1081'TO REACH STATION FROM THE POST OFFICE IN YANKTON GO EAST
 NM1081'ON STATE HIGHWAY 50 FOR 3.85 MILES TO A T ROAD LEFT.  TURN
 NM1081'LEFT AND GO NORTH FOR 0.65 MILE TO SCHOOL ON RIGHT OR EAST
 NM1081'SIDE OF ROAD AND STATION AS DESCRIBED.
 NM1081'
 NM1081'TO REACH AZIMUTH MARK FROM DRIVEWAY TO SCHOOLHOUSE GO NORTH
 NM1081'ON GRAVEL ROAD FOR 0.25 MILE TO AZIMUTH ON RIGHT OR EAST
 NM1081'SIDE OF ROAD AS DESCRIBED.
 NM1081'
 NM1081'A 100 FOOT SIGNAL AT STATION YOUNG (MRC) IS VISIBLE AT 90
 NM1081'FEET.
 NM1081'
 NM1081'A 47 FOOT SIGNAL AT STATION SCHMIDT 1935 IS VISIBLE AT 77
 NM1081'FEET.
 NM1081'
 NM1081'A 4 FOOT SIGNAL AT STATION FANTEL IS VISIBLE AT 90 FEET.
 NM1081'
 NM1081'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1081
 NM1081                          STATION RECOVERY (1949)
 NM1081
 NM1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1081'4.4 MI E FROM YANKTON.
 NM1081'3.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1081'YANKTON, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, AT THE
 NM1081'WILLOW DALE SCHOOLHOUSE, 92.2 FEET EAST OF THE SOUTHEAST CORNER
 NM1081'OF THE SCHOOLHOUSE, 84.0 FEET SOUTH OF THE NORTH SCHOOL YARD
 NM1081'FENCE, 50.0 FEET WEST OF THE EAST SCHOOL YARD FENCE, 44.0 FEET
 NM1081'NORTHEAST OF THE NORTHEAST LEG OF THE PLAYGROUND SWING, AND SET
 NM1081'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 NM1081
 NM1081                          STATION RECOVERY (1976)
 NM1081
 NM1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NM1081'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 NM1081'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED, IT HAD
 NM1081'BEEN PUSHED OVER BY A TRACTOR.  A NEW AZIMUTH MARK WAS NOT SET AS
 NM1081'OTHER OBJECTS WERE NOT VISIBLE AT THIS TIME.  A NUMBER OF TREES
 NM1081'HAVE BEEN UPROOTED AND PUSHED INTO A HUGE PILE BETWEEN THE STATION
 NM1081'MARK AND THE SCHOOLHOUSE, THE MARKS BECAME COVERED WITH ABOUT
 NM1081'4-INCHES OF EARTH AND SOME OF THE GROUND REFERENCES WERE DESTROYED.
 NM1081'
 NM1081'NEW GROUND REFERENCE FOLLOW--
 NM1081'
 NM1081'THE STATION MARK, WILLOW 1948, IS 121 FEET NORTHEAST OF THE CENTER OF
 NM1081'PLAYGROUND SPINNER, 103.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 NM1081'THE SCHOOLHOUSE, 110 FEET EAST OF THE SOUTHWEST CORNER OF THE
 NM1081'SCHOOLHOUSE, 103 FEET EAST OF THE FLAGPOLE BASE, 50 FEET WEST OF
 NM1081'THE EAST SCHOOLYARD FENCE, AND 8.5 FEET SOUTH OF THE EXTENDED LINE
 NM1081'OF THE SOUTH SIDE OF THE SCHOOLHOUSE.
 NM1081'
 NM1081'REFERENCE MARK, WILLOW NO 1 1948, IS 58 FEET SOUTHWEST OF THE
 NM1081'SOUTHWEST CORNER OF THE SCHOOL, 48 FEET NORTHWEST OF THE CENTER OF
 NM1081'THE PLAYGROUND SPINNER, 47.5 FEET EAST-SOUTHEAST OF THE SOUTH GATE
 NM1081'POST, AND 21 FEET EAST-SOUTHEAST OF THE POWER POLE WITH A
 NM1081'TRANSFORMER AND LIGHT.
 NM1081'
 NM1081'REFERENCE MARK, WILLOW NO 2 1948, IS 25 FEET NORTHEAST OF THE
 NM1081'NORTHWEST CORNER OF THE SCHOOLHOUSE, AND 16 FEET NORTH OF THE
 NM1081'NORTHEAST CORNER OF THE SCHOOLHOUSE.
 NM1081'
 NM1081'THE PROPERTY IS PRESENTLY OWNED BY MR. PAT J. LYONS WHO LIVES AT THE
 NM1081'FARMSTEAD ABOUT 1/4 MILE SOUTH OF THE STATION.
 NM1081'
 NM1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES ENE
 NM1081'OF YANKTON.
 NM1081
 NM1081                          STATION RECOVERY (1993)
 NM1081
 NM1081'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM1081'RECOVERED IN GOOD CONDITION.
 NM1081
 NM1081                          STATION RECOVERY (1993)
 NM1081
 NM1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1081'6.1 KM (3.80 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1081'IN YANKTON, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG A GRAVELED ROAD,
 NM1081'90.0 M (295.3 FT) EAST OF THE ROAD CENTER, 44.7 M (146.7 FT)
 NM1081'EAST-SOUTHEAST OF REFERENCE MARK 1, 33.8 M (110.9 FT) SOUTHEAST OF
 NM1081'REFERENCE MARK 2, 0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE
 NM1081'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0694 ***********************************************************************
 OS0694  DESIGNATION -  WILLOW
 OS0694  PID         -  OS0694
 OS0694  STATE/COUNTY-  SD/TODD
 OS0694  COUNTRY     -  US
 OS0694  USGS QUAD   -  HIDDEN TIMBER NE (2017)
 OS0694
 OS0694                         *CURRENT SURVEY CONTROL
 OS0694  ______________________________________________________________________
 OS0694* NAD 83(1996) POSITION- 43 14 36.74235(N) 100 15 11.21935(W)   ADJUSTED
 OS0694* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) SCALED
 OS0694  ______________________________________________________________________
 OS0694  GEOID HEIGHT    -        -24.021 (meters)                     GEOID18
 OS0694  LAPLACE CORR    -         -4.66  (seconds)                    DEFLEC18
 OS0694  HORZ ORDER      -  SECOND
 OS0694
 OS0694.The horizontal coordinates were established by classical geodetic methods
 OS0694.and adjusted by the National Geodetic Survey in January 1998.
 OS0694
 OS0694.The orthometric height was scaled from a topographic map.
 OS0694
 OS0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0694.GEOID18 height accuracy estimate available here.
 OS0694
 OS0694.Click photographs - Photos may exist for this station.
 OS0694
 OS0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0694
 OS0694. The following values were computed from the NAD 83(1996) position.
 OS0694
 OS0694;                    North         East     Units Scale Factor Converg.
 OS0694;SPC SD S     -   101,118.846   606,514.597   MT  0.99992815   +0 03 19.2
 OS0694;SPC SD S     -   331,754.08  1,989,873.31   sFT  0.99992815   +0 03 19.2
 OS0694;UTM  14      - 4,788,622.284   398,264.354   MT  0.99972732   -0 51 30.9
 OS0694
 OS0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0694!SPC SD S     -   0.99988297  x   0.99992815  =   0.99981113
 OS0694!UTM  14      -   0.99988297  x   0.99972732  =   0.99961033
 OS0694
 OS0694:                Primary Azimuth Mark                     Grid Az
 OS0694:SPC SD S     -  CLEARFIELD                               137 01 41.9
 OS0694:UTM  14      -  CLEARFIELD                               137 56 32.0
 OS0694
 OS0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9826488622(NAD 83)
 OS0694
 OS0694|---------------------------------------------------------------------|
 OS0694| PID    Reference Object                     Distance      Geod. Az  |
 OS0694|                                                           dddmmss.s |
 OS0694| OS0094 CLEARFIELD                          APPROX.10.6 KM 1370501.1 |
 OS0694| CO4100 WILLOW RM 1                                        16146     |
 OS0694| CO4101 WILLOW RM 2                                        32006     |
 OS0694|---------------------------------------------------------------------|
 OS0694
 OS0694                          SUPERSEDED SURVEY CONTROL
 OS0694
 OS0694  NAD 83(1995)-  43 14 36.74241(N)    100 15 11.21933(W) AD(       ) 2
 OS0694  NAD 83(1986)-  43 14 36.74479(N)    100 15 11.23588(W) AD(       ) 2
 OS0694  NAD 27      -  43 14 36.72500(N)    100 15 09.78100(W) AD(       ) 2
 OS0694
 OS0694.Superseded values are not recommended for survey control.
 OS0694
 OS0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0694.See file dsdata.pdf to determine how the superseded data were derived.
 OS0694
 OS0694_MARKER: DS = TRIANGULATION STATION DISK
 OS0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0694_STAMPING: WILLOW 1936
 OS0694_MARK LOGO: CGS
 OS0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0694+STABILITY: SURFACE MOTION
 OS0694
 OS0694  HISTORY     - Date     Condition        Report By
 OS0694  HISTORY     - 1936     MONUMENTED       CGS
 OS0694
 OS0694                          STATION DESCRIPTION
 OS0694
 OS0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0694'STATION WILLOW IS LOCATED ABOUT 17.6 MILES BY ROAD SOUTHEAST OF
 OS0694'OKREEK, ON THE TOP OF A SMALL BUTTE WITH ROCK OUTCROPPINGS ON THE
 OS0694'WEST AND SOUTH SIDE, ON THE MOST PROMINENT BUTTE IN THE VICINITY
 OS0694'AND ON THE HIGHEST GROUND IN VICINITY.
 OS0694'
 OS0694'TO REACH THE STATION FROM OKREEK, GO EAST ON U.S. HIGHWAY 18
 OS0694'FOR 6.2 MILES TO GRADED CROSS ROAD, GO SOUTH ON THIS ROAD FOR 7.1
 OS0694'MILES TO A WHITE SCHOOLHOUSE ON THE EAST SIDE OF THE ROAD, PASS
 OS0694'THROUGH A GATE INTO A LEVEL PASTURE FIELD AND TAKE THE MIDDLE
 OS0694'PRONG OF THREE-PRONG ROAD FORK AND GO SOUTHEAST ON THIS ROAD FOR
 OS0694'1.3 MILES TO ANOTHER ROAD FORK, TAKE THE RIGHT-HAND FORK AND
 OS0694'GO 0.3 MILE TO ANOTHER FORK.  TKAE THE LEFT FORK WHICH BEARS
 OS0694'TO THE EAST AND GO 2.2 MILES TO ROAD FORK, TAKE LEFT FORK AND GO
 OS0694'0.2 MILE.  LEAVE THE ROAD AND GO NORTHEAST TO THE TOP OF A
 OS0694'PROMINENT BUTTE WITH ROCK OUTCROPPINGS ON THE SOUTH AND WEST
 OS0694'SIDES, ABOUT 0.3 MILE DISTANT.  STATION ON TOP.
 OS0694'
 OS0694'THE AZIMUTH MARK AT STATION WILLOW IS LOCATED ABOUT 1/4 MILE
 OS0694'WEST OF THE STATION, 55 FEET EAST OF THE CENTERLINE OF A DIM
 OS0694'FIELD ROAD, ABOUT 100 YARDS WEST OF THE MAIN DRAIN BETWEEN THE
 OS0694'STATION AND THE ROAD.  THE MARK IS ON PROMINENT GROUND AND THE
 OS0694'HIGHEST IN THE IMMEDIATE VICINITY.
 OS0694'
 OS0694'REFERENCE MARK NO. 1, IS 93.13 FEET SOUTHEAST OF THE
 OS0694'STATION.
 OS0694'
 OS0694'REFERENCE MARK NO. 2, IS 44.82 FEET WEST OF THE STATION.
 OS0694'
 OS0694'A 4-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1046 ***********************************************************************
 PT1046  DESIGNATION -  WILLOW
 PT1046  PID         -  PT1046
 PT1046  STATE/COUNTY-  SD/STANLEY
 PT1046  COUNTRY     -  US
 PT1046  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT1046
 PT1046                         *CURRENT SURVEY CONTROL
 PT1046  ______________________________________________________________________
 PT1046* NAD 83(1996) POSITION- 44 23 14.12343(N) 100 36 20.78354(W)   ADJUSTED
 PT1046* NAVD 88 ORTHO HEIGHT -   637.981 (meters)     2093.11  (feet) ADJUSTED
 PT1046  ______________________________________________________________________
 PT1046  GEOID HEIGHT    -        -23.106 (meters)                     GEOID18
 PT1046  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 PT1046  DYNAMIC HEIGHT  -        637.840 (meters)     2092.65  (feet) COMP
 PT1046  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 PT1046
 PT1046  HORZ ORDER      -  SECOND
 PT1046  VERT ORDER      -  FIRST     CLASS II
 PT1046
 PT1046.The horizontal coordinates were established by classical geodetic methods
 PT1046.and adjusted by the National Geodetic Survey in January 1998.
 PT1046
 PT1046.The orthometric height was determined by differential leveling and
 PT1046.adjusted by the NATIONAL GEODETIC SURVEY
 PT1046.in October 1997.
 PT1046
 PT1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1046.GEOID18 height accuracy estimate available here.
 PT1046
 PT1046.Click photographs - Photos may exist for this station.
 PT1046
 PT1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1046
 PT1046.The dynamic height is computed by dividing the NAVD 88
 PT1046.geopotential number by the normal gravity value computed on the
 PT1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT1046.degrees latitude (g = 980.6199 gals.).
 PT1046
 PT1046.The modeled gravity was interpolated from observed gravity values.
 PT1046
 PT1046. The following values were computed from the NAD 83(1996) position.
 PT1046
 PT1046;                    North         East     Units Scale Factor Converg.
 PT1046;SPC SD S     -   228,219.166   578,291.369   MT  0.99999698   -0 11 16.6
 PT1046;SPC SD S     -   748,749.05  1,897,277.60   sFT  0.99999698   -0 11 16.6
 PT1046;UTM  14      - 4,916,139.910   372,098.503   MT  0.99980118   -1 07 24.2
 PT1046
 PT1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1046!SPC SD S     -   0.99990360  x   0.99999698  =   0.99990058
 PT1046!UTM  14      -   0.99990360  x   0.99980118  =   0.99970480
 PT1046
 PT1046:                Primary Azimuth Mark                     Grid Az
 PT1046:SPC SD S     -  WILLOW AZ MK                             109 54 30.4
 PT1046:UTM  14      -  WILLOW AZ MK                             110 50 38.0
 PT1046
 PT1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7209816139(NAD 83)
 PT1046
 PT1046|---------------------------------------------------------------------|
 PT1046| PID    Reference Object                     Distance      Geod. Az  |
 PT1046|                                                           dddmmss.s |
 PT1046| AH7844 WILLOW AZ MK                                       1094313.8 |
 PT1046| AB6181 WILLOW RM 1                          13.144 METERS 14742     |
 PT1046| AB6182 WILLOW RM 2                          11.769 METERS 24106     |
 PT1046|---------------------------------------------------------------------|
 PT1046
 PT1046                          SUPERSEDED SURVEY CONTROL
 PT1046
 PT1046  NAD 83(1986)-  44 23 14.11854(N)    100 36 20.78651(W) AD(       ) 2
 PT1046  NAD 27      -  44 23 14.18600(N)    100 36 19.28400(W) AD(       ) 2
 PT1046
 PT1046.Superseded values are not recommended for survey control.
 PT1046
 PT1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1046.See file dsdata.pdf to determine how the superseded data were derived.
 PT1046
 PT1046_MARKER: DS = TRIANGULATION STATION DISK
 PT1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1046_STAMPING: WILLOW 1952
 PT1046_MARK LOGO: CGS
 PT1046_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1046+STABILITY: SURFACE MOTION
 PT1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT1046+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 PT1046
 PT1046  HISTORY     - Date     Condition        Report By
 PT1046  HISTORY     - 1952     MONUMENTED       CGS
 PT1046  HISTORY     - 1981     GOOD             NGS
 PT1046  HISTORY     - 19950803 GOOD             NGS
 PT1046  HISTORY     - 20120524 GOOD             INDIV
 PT1046
 PT1046                          STATION DESCRIPTION
 PT1046
 PT1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 PT1046'THE STATION IS IN SECTION 15, T 5 N, R 29 E, ABOUT 11-1/4
 PT1046'MILES WEST AND 2-1/2 MILES NORTH OF FORT PIERRE, 3/4 MILE
 PT1046'NORTH OF U.S. HIGHWAY 14, ABOUT 400 FEET NORTH OF A TELEPHONE
 PT1046'LINE, 6 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST AND
 PT1046'ON THE WESTERNMOST OF TWO HIGH PROMINENT BUTTES.
 PT1046'
 PT1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 PT1046'14 BETWEEN FORT PIERRE AND PIERRE, GO NORTH AND WEST ON U.S.
 PT1046'HIGHWAY 14 FOR 11.4 MILES TO A CROSS ROAD, (LEFT ROAD (SOUTH) LEAD
 PT1046'TO A FARM HOUSE) TURN RIGHT (NORTH) AND GO ON A GRAVELED
 PT1046'ROAD FOR 0.6 MILE TO A T-INTERSECTION, TURN LEFT (WEST) AND
 PT1046'GO ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT,
 PT1046'TURN RIGHT (NORTH) FOR 0.05 MILE TO A GATE AND THE AZIMUTH
 PT1046'MARK AS DESCRIBED BELOW, GO THROUGH GATE AND GO
 PT1046'WEST-NORTHWESTERLY ACROSS PASTURE LAND FOR 0.3 MILE TO THE SUMMIT
 PT1046'OF THE WESTERNMOST BUTTE AND THE STATION.
 PT1046'
 PT1046'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PT1046'WILLOW 1952.
 PT1046'
 PT1046'REFERENCE MARK 1 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PT1046'WILLOW NO 1 1952.
 PT1046'
 PT1046'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 PT1046'WILLOW NO 2 1952.
 PT1046'
 PT1046'THE AZIMUTH MARK IS 78 FEET SOUTH OF A WIRE GATE, 24 FEET
 PT1046'SOUTHWEST OF THE CENTER OF THE ROAD AND 2 FEET SOUTHWEST OF A
 PT1046'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES
 PT1046'AND THE DISK IS STAMPED WILLOW 1952.
 PT1046'
 PT1046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PT1046
 PT1046                          STATION RECOVERY (1981)
 PT1046
 PT1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PT1046'THE STATION WAS RECOVERED AND OCCUPIED TO INTERSECT AND MEASURE TO
 PT1046'LANDMARK STATIONS AND THE AZIMUTH MARK TO POSITION THEM.  ALL MARKS
 PT1046'WERE RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 PT1046'
 PT1046'THE STATION IS LOCATED ABOUT 11 1/4 MILES (18.1 KM) WEST-NORTHWEST OF
 PT1046'FORT PIERRE, 3/4 MILE (1.2 KM) NORTH OF HIGHWAY 14 AND 34 AND ABOUT
 PT1046'81 FEET (24.7 METERS) EAST-SOUTHEAST OF A COMMUNICATIONS MAST ON THE
 PT1046'WESTERN ONE OF TWO BUTTES.  PROPERTY IS OWNED BY MR. EARL
 PT1046'SONNENSCHEIN, FORT PIERRE, SD, TELEPHONE (605) 223-2848 OR (605)
 PT1046'223-2570.
 PT1046'
 PT1046'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE CROSSING THE
 PT1046'MISSOURI RIVER BETWEEN PIERRE AND FORT PIERRE, GO WEST ON HIGHWAY 14
 PT1046'AND 34 FOR 10.3 MILES (16.6 KM) TO A CROSSROAD AND FARMS ABOUT 300
 PT1046'METERS FROM THE HIGHWAY ON EACH SIDE.  CONTINUE WEST ON THE HIGHWAY
 PT1046'FOR 1 MILE (1.6 KM) TO A CROSSROAD AND FARM BUILDINGS ON THE LEFT.
 PT1046'TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.6 MILE (1.0 KM) TO A
 PT1046'T-ROAD.  TURN LEFT ON GRADED ROAD AND GO WEST FOR 0.5 MILE (0.8 KM)
 PT1046'TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.05 MILE (0.1 KM) TO
 PT1046'THE AZIMUTH ON THE LEFT, JUST BEFORE A GATE.  PASS THROUGH GATE AND
 PT1046'TAKE LEFT FORK FOLLOWING TRACK ROAD 0.3 MILE (0.5 KM) TO THE STATION.
 PT1046'
 PT1046'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PT1046'STAMPED---WILLOW 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT1046'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 PT1046'ABOVE THE GROUND LOCATED 18.75 METERS (61.5 FEET) E FROM A POWER POLE
 PT1046'(WITHOUT TRANSFORMER), 0.76 METER (2.5 FEET) S FROM A METAL WITNESS
 PT1046'POST, AND 16.55 METERS (54.3 FEET) NW FROM THE MOST SOUTHEASTERN
 PT1046'ANCHOR FOR A MAST.
 PT1046'
 PT1046'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1046'NOS) DISK STAMPED---WILLOW NO 1 1952---SET INTO THE TOP OF A ROUND
 PT1046'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 15 CM (6
 PT1046'INCHES) ABOVE THE GROUND LOCATED 28.07 METERS (92.1 FEET) SE FROM THE
 PT1046'POWER POLE WITHOUT A TRANSFORMER, 4.94 METERS (16.2 FEET) WNW FROM
 PT1046'THE MOST SOUTHEASTERN ANCHOR, 13.87 METERS (45.5 FEET) SSE FROM A
 PT1046'METAL WITNESS POST, AND .15 METER (0.5 FOOT) LOWER THAN THE STATION.
 PT1046'
 PT1046'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PT1046'NOS) DISK STAMPED---WILLOW NO 2 1952---SET INTO THE TOP OF A ROUND
 PT1046'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 PT1046'INCHES) ABOVE THE GROUND LOCATED 12.04 METERS (39.5 FEET) WSW FROM A
 PT1046'METAL WITNESS POST, 10.24 METERS (33.6 FEET) SE FROM A POLE WITHOUT A
 PT1046'TRANSFORMER, AND .75 METER (2.5 FEET) LOWER THAN THE STATION.
 PT1046'
 PT1046'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 PT1046'DISK STAMPED---WILLOW 1952---SET INTO THE TOP OF A ROUND CONCRETE
 PT1046'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 PT1046'23.47 METERS (77 FEET) S FROM THE WEST END OF A GATE, 7.62 METERS (25
 PT1046'FEET) W FROM THE CENTER OF THE ROAD, AND 0.61 METER (2 FEET) WSW FROM
 PT1046'A METAL WITNESS POST.
 PT1046
 PT1046                          STATION RECOVERY (1995)
 PT1046
 PT1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT1046'22.0 KM (13.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT1046'IN PIERRE, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG A TRACK ROAD, THENCE
 PT1046'0.2 KM (0.10 MI) NORTHERLY ACROSS A PASTURE TO THE HIGHEST POINT OF A
 PT1046'HILL, 24.4 M (80.1 FT) EAST OF THE MOST NORTHEASTERLY OF 2 ANTENNAS,
 PT1046'13.1 M (43.0 FT) NORTHWEST OF REFERENCE MARK 1, 11.8 M (38.7 FT) EAST
 PT1046'OF REFERENCE MARK 2, 6.3 M (20.7 FT) EAST OF THE SOUTHEAST GUY CABLE
 PT1046'ANCHOR, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PT1046
 PT1046                          STATION RECOVERY (2012)
 PT1046
 PT1046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT1046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1071 ***********************************************************************
 PT1071  DESIGNATION -  WILLOW
 PT1071  PID         -  PT1071
 PT1071  STATE/COUNTY-  SD/DEWEY
 PT1071  COUNTRY     -  US
 PT1071  USGS QUAD   -  NO HEART CREEK NE (2017)
 PT1071
 PT1071                         *CURRENT SURVEY CONTROL
 PT1071  ______________________________________________________________________
 PT1071* NAD 83(1996) POSITION- 44 58 18.60366(N) 100 30 34.58531(W)   ADJUSTED
 PT1071* NAVD 88 ORTHO HEIGHT -   598.37  (+/-2cm)     1963.2   (feet) VERTCON3
 PT1071  ______________________________________________________________________
 PT1071  GEOID HEIGHT    -        -22.385 (meters)                     GEOID18
 PT1071  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 PT1071  HORZ ORDER      -  FIRST
 PT1071  VERT ORDER      -  THIRD ? (See Below)
 PT1071
 PT1071.The horizontal coordinates were established by classical geodetic methods
 PT1071.and adjusted by the National Geodetic Survey in January 1998.
 PT1071
 PT1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 PT1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PT1071
 PT1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1071.GEOID18 height accuracy estimate available here.
 PT1071
 PT1071.The vertical order pertains to the NGVD 29 superseded value.
 PT1071
 PT1071.Click photographs - Photos may exist for this station.
 PT1071
 PT1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1071
 PT1071. The following values were computed from the NAD 83(1996) position.
 PT1071
 PT1071;                    North         East     Units Scale Factor Converg.
 PT1071;SPC SD N     -   126,639.270   559,802.092   MT  0.99994007   -0 21 38.4
 PT1071;SPC SD N     -   415,482.34  1,836,617.36   sFT  0.99994007   -0 21 38.4
 PT1071;UTM  14      - 4,980,930.022   380,961.561   MT  0.99977424   -1 04 01.4
 PT1071
 PT1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1071!SPC SD N     -   0.99990970  x   0.99994007  =   0.99984978
 PT1071!UTM  14      -   0.99990970  x   0.99977424  =   0.99968396
 PT1071
 PT1071:                Primary Azimuth Mark                     Grid Az
 PT1071:SPC SD N     -  WILLOW AZ MK                             325 04 40.6
 PT1071:UTM  14      -  WILLOW AZ MK                             325 47 03.6
 PT1071
 PT1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ8096180930(NAD 83)
 PT1071
 PT1071|---------------------------------------------------------------------|
 PT1071| PID    Reference Object                     Distance      Geod. Az  |
 PT1071|                                                           dddmmss.s |
 PT1071| PT1072 T12N R30E SEC 29 NW COR              71.527 METERS 10800     |
 PT1071| CO7197 WILLOW RM 1                          23.790 METERS 19437     |
 PT1071| CO7198 WILLOW RM 2                          24.853 METERS 28703     |
 PT1071| CO7196 WILLOW AZ MK                                       3244302.2 |
 PT1071|---------------------------------------------------------------------|
 PT1071
 PT1071                          SUPERSEDED SURVEY CONTROL
 PT1071
 PT1071  NAD 83(1986)-  44 58 18.59691(N)    100 30 34.58710(W) AD(       ) 1
 PT1071  NAD 27      -  44 58 18.65500(N)    100 30 33.09100(W) AD(       ) 1
 PT1071  NGVD 29             597.97   (m)         1961.8    (f) LEVELING    3  
 PT1071
 PT1071.Superseded values are not recommended for survey control.
 PT1071
 PT1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1071.See file dsdata.pdf to determine how the superseded data were derived.
 PT1071
 PT1071_MARKER: DS = TRIANGULATION STATION DISK
 PT1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1071_STAMPING: WILLOW 1935
 PT1071_MARK LOGO: CGS
 PT1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1071+STABILITY: SURFACE MOTION
 PT1071
 PT1071  HISTORY     - Date     Condition        Report By
 PT1071  HISTORY     - 1935     MONUMENTED       CGS
 PT1071  HISTORY     - 1948     GOOD             CGS
 PT1071
 PT1071                          STATION DESCRIPTION
 PT1071
 PT1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (PLB)
 PT1071'STATION IS LOCATED 71.525 METERS NORTH WEST OF THE NORTH WEST
 PT1071'CORNER OF SEC. 29-T 12-R30, A CORNER MARKED BY A GLO STAKE.
 PT1071'THE STATION IS 10.0 MILES WEST AND 3-1/2 MILES SOUTH OF THE
 PT1071'CHYENNE AGENCY, ON THE RIDGE BETWEEN WILLOW CREEK AND STONE CREEK,
 PT1071'AND ABOUT 4.0 MILES WEST OF THE MISSOURI RIVER, AND ABOUT 40
 PT1071'YARDS SOUTHWEST OF THE ROAD LEADING ALONG THE RIDGE, IN PASTURE
 PT1071'LAND ON A SMALL RISE IN ELEVATION.
 PT1071'
 PT1071'STATION IS REACHED AS FOLLOWS.  FROM A LARGE WHITE SCHOOL IN
 PT1071'LA PLANT ON THE SOUTH SIDE OF HIGHWAY U.S. 212 GO EAST 0.75 MILES,
 PT1071'OR 0.05 MILES PAST A CONCRETE BRIDGE, TURN RIGHT (SOUTH) THROUGH
 PT1071'GAP IN FENCE AND FOLLOW MAIN ROAD WHICH GOES SLIGHTLY SOUTH OF
 PT1071'WEST FOR 1.5 MILES TO TOP OF HILLS, WHICH CAN BE SEEN TO THE
 PT1071'SOUTH WEST, AND TO TRAIL FORKS, TAKE MAIN LEFT FORK AND KEEP ON
 PT1071'TRAIL (SOUTHWEST 3.5 MILES TO A CATTLE GUARD, AT A T FENCE
 PT1071'CORNER, GO THROUGH GUARD AND TAKE THE LEFT FORK SLIGHTLY EAST
 PT1071'OF SOUTH 2.0 MILES TO THE TOP OF THE DIVIDE, CONTINUE AHEAD
 PT1071'ON THE MAIN ROAD, WHICH CAN BE SEEN LEADING DOWN THE RIDGE A
 PT1071'LITTLE SOUTH OF EAST, FOR 0.95 MILES, TAKE RIGHT FORK OR
 PT1071'MAIN ROAD AND GO SOUTHEAST 1.45 MILES TO A WIRE GATE IN A
 PT1071'EAST-WEST FENCE LINE, GO THROUGH GATE AND CONTINUE 0.15 MILES
 PT1071'TO TRAIL FORKS, TAKE LEFT FORK SOUTHEAST AND FOLLOW MAIN
 PT1071'ROAD, KEEPING TO THE TOP OF THE RIDGE 7.3 MILES TO THE
 PT1071'STATION.  STATION IS ABOUT 25 YARDS WEST OF THE ROAD.
 PT1071'
 PT1071'AZIMUTH MARK IS ON THE WEST EDGE OF THE ROAD TO THE STATION, AND
 PT1071'0.3 MILES NORTH OF THE STATION.
 PT1071'
 PT1071'NOTE
 PT1071'
 PT1071'STATION IS IMPOSSIBLE TO REACH IN WET WEATHER BY TRUCK.
 PT1071'
 PT1071'THE STATION AND REFERENCE MARKS WERE STAMPED WILLOW 1935.
 PT1071'
 PT1071'THE GENERAL LAND OFFICE MARK TIED IN IS A REGULAR G.L.O. DISC
 PT1071'WELDED IN THE TOP OF A ONE INCH IRON PIPE.  THIS IS NOT A STEADY
 PT1071'MARK AND IS GOOD ONLY AS A REFERENCE POINT.
 PT1071'
 PT1071'HEIGHT OF LIGHT ABOVE STATION MARK 11.0 METERS
 PT1071
 PT1071                          STATION RECOVERY (1948)
 PT1071
 PT1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1071'STATION RECOVERED AS DESCRIBED AND ALL THE MARKS WERE FOUND
 PT1071'IN GOOD CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 PT1071'
 PT1071'IT IS 13 MILES SOUTHEAST OF LA PLANT AND 4 MILES WEST OF THE
 PT1071'MISSOURI RIVER.  IT IS 234.8 FEET WEST-NORTHWEST OF THE NORTHWEST
 PT1071'CORNER OF SEC. 29, T. 12 N., R. 30 E., 112 FEET SOUTH OF THE
 PT1071'APPROXIMATE CENTERLINE OF A TRACK ROAD, AND 6 FEET SOUTH OF A
 PT1071'WITNESS POST.  THE MARK PROJECTS 12 INCHES AND THE DISK IS
 PT1071'STAMPED WILLOW 1935.
 PT1071'
 PT1071'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION.  THE
 PT1071'MARK PROJECTS 12 INCHES, AND THE DISK IS STAMPED WILLOW NO 1
 PT1071'1935.
 PT1071'
 PT1071'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION.  THE
 PT1071'MARK PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 PT1071'WILLOW NO 2 1935.
 PT1071'
 PT1071'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION,
 PT1071'13 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE TRACK
 PT1071'ROAD, AND 3 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 10
 PT1071'INCHES, AND THE DISK IS STAMPED WILLOW 1935 RESET 1938.
 PT1071'
 PT1071'THE NW CORNER OF SEC. 29, T. 12 N., R. 30 E. IS EAST-SOUTHEAST
 PT1071'OF THE STATION AND 22 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 PT1071'OF THE TRACK ROAD.  IT IS A STANDARD GENERAL LAND OFFICE DISK
 PT1071'WELDED TO THE TOP OF A 1-INCH GALVANIZED IRON PIPE THAT PROJECTS
 PT1071'18 INCHES.
 PT1071'
 PT1071'TO REACH THE STATION FROM THE LARGE WHITE SCHOOLHOUSE ON U.S.
 PT1071'HIGHWAY 212 IN LA PLANT, GO EASTERLY ON HIGHWAY 212 FOR 0.7N
 PT1071'MILE TO A CONCRETE BRIDGE, CONTINUE EASTERLY 0.05 MILE TO A TRACK
 PT1071'ROAD RIGHT, TURN RIGHT AND GO SOUTH 0.9 MILE TO A FORK, TAKE THE
 PT1071'RIGHT ROAD AND GO 0.85 MILE (KEEP STRAIGHT AHEAD AT ALL CROSS
 PT1071'TRAILS) TO A FORK, TAKE RIGHT ROAD AND GO 0.5 MILE TO A FORK,
 PT1071'TAKE THE RIGHT ROAD AND FOLLOW THE MAIN ROAD 2.8 MILES TO A
 PT1071'GATE, PASS THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD 4.1
 PT1071'MILES TO A GATE, PASS THROUGH THE GATE AND GO 0.2 MILE TO A
 PT1071'FORK, TAKE THE LEFT ROAD AND SOUTHEASTERLY ON THE MAIN ROAD 7.2
 PT1071'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 PT1071'SOUTHEASTERLY 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PT1071'
 PT1071'THE ABOVE DISTANCES TO THE REFERENCE MARKS WERE MEASURED IN FEET
 PT1071'AND METERS AND THEY CHECKED THE 1938 DISTANCE IN FEET BUT NOT
 PT1071'IN METERS.  THE GENERAL LAND OFFICE MARK IS NOT SET SOLID IN
 PT1071'THE GROUND.
 PT1071'
 PT1071'HEIGHT OF LIGHT 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0770 ***********************************************************************
 OT0770  DESIGNATION -  WILLOW
 OT0770  PID         -  OT0770
 OT0770  STATE/COUNTY-  SD/SHANNON
 OT0770  COUNTRY     -  US
 OT0770  USGS QUAD   -  WILLOW CREEK NW (2017)
 OT0770
 OT0770                         *CURRENT SURVEY CONTROL
 OT0770  ______________________________________________________________________
 OT0770* NAD 83(1996) POSITION- 43 24 14.85627(N) 102 59 37.84831(W)   ADJUSTED
 OT0770* NAVD 88 ORTHO HEIGHT -  1028.98  (+/-2cm)     3375.9   (feet) VERTCON3
 OT0770  ______________________________________________________________________
 OT0770  GEOID HEIGHT    -        -17.292 (meters)                     GEOID18
 OT0770  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC18
 OT0770  HORZ ORDER      -  FIRST
 OT0770  VERT ORDER      -  THIRD ? (See Below)
 OT0770
 OT0770.The horizontal coordinates were established by classical geodetic methods
 OT0770.and adjusted by the National Geodetic Survey in January 1998.
 OT0770
 OT0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 OT0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OT0770
 OT0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0770.GEOID18 height accuracy estimate available here.
 OT0770
 OT0770.The vertical order pertains to the NGVD 29 superseded value.
 OT0770
 OT0770.Click photographs - Photos may exist for this station.
 OT0770
 OT0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0770
 OT0770. The following values were computed from the NAD 83(1996) position.
 OT0770
 OT0770;                    North         East     Units Scale Factor Converg.
 OT0770;SPC SD S     -   122,406.554   384,541.770   MT  0.99991383   -1 50 07.3
 OT0770;SPC SD S     -   401,595.50  1,261,617.46   sFT  0.99991383   -1 50 07.3
 OT0770;UTM  13      - 4,807,648.553   662,444.413   MT  0.99992460   +1 22 43.7
 OT0770
 OT0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0770!SPC SD S     -   0.99984138  x   0.99991383  =   0.99975522
 OT0770!UTM  13      -   0.99984138  x   0.99992460  =   0.99976599
 OT0770
 OT0770:                Primary Azimuth Mark                     Grid Az
 OT0770:SPC SD S     -  WILLOW AZ MK                             181 09 53.1
 OT0770:UTM  13      -  WILLOW AZ MK                             177 57 02.1
 OT0770
 OT0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ6244407648(NAD 83)
 OT0770
 OT0770|---------------------------------------------------------------------|
 OT0770| PID    Reference Object                     Distance      Geod. Az  |
 OT0770|                                                           dddmmss.s |
 OT0770| CQ4431 WILLOW RM 1                          13.750 METERS 12328     |
 OT0770| CQ4430 WILLOW AZ MK                                       1791945.8 |
 OT0770| CQ4432 WILLOW RM 2                          12.884 METERS 20647     |
 OT0770|---------------------------------------------------------------------|
 OT0770
 OT0770                          SUPERSEDED SURVEY CONTROL
 OT0770
 OT0770  NAD 83(1995)-  43 24 14.85409(N)    102 59 37.84664(W) AD(       ) 1
 OT0770  NAD 83(1993)-  43 24 14.84552(N)    102 59 37.84290(W) AD(       ) 1
 OT0770  NAD 83(1986)-  43 24 14.84039(N)    102 59 37.85092(W) AD(       ) 1
 OT0770  NAD 27      -  43 24 14.89800(N)    102 59 36.13400(W) AD(       ) 1
 OT0770  NGVD 29            1028.49   (m)         3374.3    (f) LEVELING    3  
 OT0770
 OT0770.Superseded values are not recommended for survey control.
 OT0770
 OT0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0770.See file dsdata.pdf to determine how the superseded data were derived.
 OT0770
 OT0770_MARKER: DS = TRIANGULATION STATION DISK
 OT0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0770_STAMPING: WILLOW 1936
 OT0770_MARK LOGO: CGS
 OT0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0770+STABILITY: SURFACE MOTION
 OT0770
 OT0770  HISTORY     - Date     Condition        Report By
 OT0770  HISTORY     - 1936     MONUMENTED       CGS
 OT0770
 OT0770                          STATION DESCRIPTION
 OT0770
 OT0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0770'STATION IS ABOUT 19 MILES AIRLINE NORTHWEST OF OGLALA, 10.2 MILES
 OT0770'BY ROAD NORTH OF U.S. HIGHWAY 18 AND 0.35 MILE EAST OF WEST
 OT0770'BOUNDARY FENCE OF PINE RIDGE INDIAN RESERVATION ON HIGHEST POINT
 OT0770'OF GRASSY PASTURE LAND, 0.2 MILE NORTHWEST OF ROAD TRAIL LEADING
 OT0770'NORTHEAST.  THE MARK PROJECTS 6 INCHES.
 OT0770'
 OT0770'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.  THE MARK PROJECTS
 OT0770'6 INCHES.
 OT0770'
 OT0770'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  THE MARK PROJECTS
 OT0770'8 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 58.12 FEET.
 OT0770'
 OT0770'THE AZIMUTH MARK IS SOUTH OF THE STATION, 20 FEET NORTHEAST OF
 OT0770'CENTERLINE OF ROAD TRAIL LEADING NORTHEAST.  THE MARK PROJECTS
 OT0770'4 INCHES.
 OT0770'
 OT0770'TO REACH THE STATION FROM OGLALA POST OFFICE, GO NORTHWEST ON U.S.
 OT0770'HIGHWAY 18 FOR 17.5 MILES TO SIGN ON SOUTH SIDE OF ROAD PINE
 OT0770'RIDGE RESERVATION.  CONTINUE WESTWARD ON U.S. 18 FOR 3.9 MILES
 OT0770'TO ROAD LEADING NORTH-NORTHEAST, JUST BEFORE REACHING TOP OF
 OT0770'GRADE AND OPPOSITE TWO RATHER PROMINENT ROUND-TOP BUTTES.  TURN
 OT0770'RIGHT ON THIS ROAD AND FOLLOW IT NORTH AND EAST FOR 2.9 MILES TO
 OT0770'CROSSROADS, CONTINUE NORTH AND EAST FOR 6.3 MILES TO GATE IN
 OT0770'WEST BOUNDARY FENCE OF RESERVATION.  PASS THROUGH GATE AND
 OT0770'CONTINUE NORTHEAST FOR 0.7 MILE.  HERE LEAVE ROAD AND GO
 OT0770'NORTHWEST FOR 0.2 MILE TO HIGHEST POINT OF HILL AND STATION.
 OT0770'
 OT0770'SIGNALS SHOWN FROM THE GROUND AT BELT 1934, OGLALA, AND HAYSTACK
 OT0770'ARE VISIBLE FROM THE GROUND AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1083 ***********************************************************************
 NM1083  DESIGNATION -  WILLOW AZ MK
 NM1083  PID         -  NM1083
 NM1083  STATE/COUNTY-  SD/YANKTON
 NM1083  COUNTRY     -  US
 NM1083  USGS QUAD   -  MISSION HILL (2017)
 NM1083
 NM1083                         *CURRENT SURVEY CONTROL
 NM1083  ______________________________________________________________________
 NM1083* NAD 83(1986) POSITION- 42 53 31.     (N) 097 19 23.     (W)   SCALED
 NM1083* NAVD 88 ORTHO HEIGHT -   357.874 (meters)     1174.12  (feet) ADJUSTED
 NM1083  ______________________________________________________________________
 NM1083  GEOID HEIGHT    -        -25.616 (meters)                     GEOID18
 NM1083  DYNAMIC HEIGHT  -        357.772 (meters)     1173.79  (feet) COMP
 NM1083  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM1083
 NM1083  VERT ORDER      -  SECOND    CLASS 0
 NM1083
 NM1083.The horizontal coordinates were scaled from a map and have
 NM1083.an estimated accuracy of +/- 6 seconds.
 NM1083
 NM1083.The orthometric height was determined by differential leveling and
 NM1083.adjusted by the NATIONAL GEODETIC SURVEY
 NM1083.in June 1991.
 NM1083
 NM1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1083.GEOID18 height accuracy estimate available here.
 NM1083
 NM1083.Click photographs - Photos may exist for this station.
 NM1083
 NM1083.The dynamic height is computed by dividing the NAVD 88
 NM1083.geopotential number by the normal gravity value computed on the
 NM1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1083.degrees latitude (g = 980.6199 gals.).
 NM1083
 NM1083.The modeled gravity was interpolated from observed gravity values.
 NM1083
 NM1083;                    North         East    Units  Estimated Accuracy
 NM1083;SPC SD S     -    66,510.      845,830.      MT  (+/- 180 meters Scaled)
 NM1083
 NM1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN369501(NAD 83)
 NM1083
 NM1083                          SUPERSEDED SURVEY CONTROL
 NM1083
 NM1083  NGVD 29 (??/??/92)  357.675  (m)         1173.47   (f) ADJ UNCH    2 0
 NM1083
 NM1083.Superseded values are not recommended for survey control.
 NM1083
 NM1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1083.See file dsdata.pdf to determine how the superseded data were derived.
 NM1083
 NM1083_MARKER: DZ = AZIMUTH MARK DISK
 NM1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1083_STAMPING: WILLOW 1948
 NM1083_MARK LOGO: CGS
 NM1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1083+STABILITY: SURFACE MOTION
 NM1083
 NM1083  HISTORY     - Date     Condition        Report By
 NM1083  HISTORY     - 1948     MONUMENTED       CGS
 NM1083  HISTORY     - 1949     GOOD             CGS
 NM1083
 NM1083                          STATION DESCRIPTION
 NM1083
 NM1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1083'4.6 MI E FROM YANKTON.
 NM1083'3.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1083'YANKTON, THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD, 0.25 MILE
 NM1083'NORTH OF THE WILLOW DALE SCHOOLHOUSE, 0.05 MILE SOUTH OF A FARM
 NM1083'HOUSE, 33 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM1083'1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3.0 FEET SOUTH OF A
 NM1083'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1083'0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0843 ***********************************************************************
 OQ0843  DESIGNATION -  WILLOW CREEK LUTH CH SPIRE
 OQ0843  PID         -  OQ0843
 OQ0843  STATE/COUNTY-  SD/MINNEHAHA
 OQ0843  COUNTRY     -  US
 OQ0843  USGS QUAD   -  COLTON SE (2017)
 OQ0843
 OQ0843                         *CURRENT SURVEY CONTROL
 OQ0843  ______________________________________________________________________
 OQ0843* NAD 83(1996) POSITION- 43 47 25.52265(N) 096 48 41.20100(W)   ADJUSTED
 OQ0843  ______________________________________________________________________
 OQ0843  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 OQ0843  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 OQ0843  HORZ ORDER      -  THIRD
 OQ0843
 OQ0843.The horizontal coordinates were established by classical geodetic methods
 OQ0843.and adjusted by the National Geodetic Survey in January 1998.
 OQ0843
 OQ0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0843.GEOID18 height accuracy estimate available here.
 OQ0843
 OQ0843.Click photographs - Photos may exist for this station.
 OQ0843
 OQ0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0843
 OQ0843. The following values were computed from the NAD 83(1996) position.
 OQ0843
 OQ0843;                    North         East     Units Scale Factor Converg.
 OQ0843;SPC SD S     -   167,879.373   883,359.641   MT  0.99991137   +2 25 46.5
 OQ0843;SPC SD S     -   550,784.24  2,898,155.76   sFT  0.99991137   +2 25 46.5
 OQ0843;UTM  14      - 4,850,923.849   676,083.811   MT  0.99998137   +1 30 53.7
 OQ0843
 OQ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP7608350923(NAD 83)
 OQ0843
 OQ0843                          SUPERSEDED SURVEY CONTROL
 OQ0843
 OQ0843  NAD 83(1986)-  43 47 25.52646(N)    096 48 41.17893(W) AD(       ) 3
 OQ0843  NAD 27      -  43 47 25.63900(N)    096 48 40.04600(W) AD(       ) 3
 OQ0843
 OQ0843.Superseded values are not recommended for survey control.
 OQ0843
 OQ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0843.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0843
 OQ0843_MARKER: 90 = CHURCH SPIRE
 OQ0843
 OQ0843  HISTORY     - Date     Condition        Report By
 OQ0843  HISTORY     - 1927     FIRST OBSERVED   CGS
 OQ0843  HISTORY     - 1949     GOOD             CGS
 OQ0843  HISTORY     - 1970     GOOD             NGS
 OQ0843
 OQ0843                          STATION DESCRIPTION
 OQ0843
 OQ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0843'STATION IS LOCATED ABOUT 6 MILES EAST OF COLTON AND 5 MILES
 OQ0843'NORTHWEST OF BALTIC IN THE NORTHWEST ANGLE OF A CROSSROAD.  STATION
 OQ0843'IS ABOUT 50 FEET HIGH, FACES TO THE EAST AND IS PAINTED WHITE.
 OQ0843'
 OQ0843'THE POINT INTERSECTED WAS THE STEEPLE.
 OQ0843'
 OQ0843'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND THE MAIN
 OQ0843'STREET IN THE EAST EDGE OF DELL RAPIDS GO SOUTH ON U.S. HIGHWAY
 OQ0843'77 FOR 2.35 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST ON
 OQ0843'GRAVEL ROAD FOR 5.0 MILES TO CROSSROADS AND STATION ON RIGHT
 OQ0843'AS DESCRIBED.
 OQ0843'
 OQ0843'PROBABLY THE SAME STATION AS WILLOW CREEK, LUTHERAN CHURCH,
 OQ0843'SPIRE, 1927.
 OQ0843
 OQ0843                          STATION RECOVERY (1970)
 OQ0843
 OQ0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OQ0843'THE STATION WAS RECOVERED AND APPEARS TO BE IN GOOD CONDITION.
 OQ0843'THE BUILDING IS IN GOOD REPAIR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0630 ***********************************************************************
 QR0630  DESIGNATION -  WILLOW ET
 QR0630  PID         -  QR0630
 QR0630  STATE/COUNTY-  SD/MCPHERSON
 QR0630  COUNTRY     -  US
 QR0630  USGS QUAD   -  RICHMOND NW (2017)
 QR0630
 QR0630                         *CURRENT SURVEY CONTROL
 QR0630  ______________________________________________________________________
 QR0630* NAD 83(1996) POSITION- 45 38 47.30516(N) 098 44 51.13222(W)   ADJUSTED
 QR0630* NAVD 88 ORTHO HEIGHT -   451.3   (meters)     1481.    (feet) VERTCON3
 QR0630  ______________________________________________________________________
 QR0630  GEOID HEIGHT    -        -23.968 (meters)                     GEOID18
 QR0630  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 QR0630  HORZ ORDER      -  SECOND
 QR0630
 QR0630.The horizontal coordinates were established by classical geodetic methods
 QR0630.and adjusted by the National Geodetic Survey in January 1998.
 QR0630
 QR0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0630
 QR0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0630.GEOID18 height accuracy estimate available here.
 QR0630
 QR0630.Click photographs - Photos may exist for this station.
 QR0630
 QR0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 QR0630
 QR0630. The following values were computed from the NAD 83(1996) position.
 QR0630
 QR0630;                    North         East     Units Scale Factor Converg.
 QR0630;SPC SD N     -   202,242.554   697,631.397   MT  0.99999309   +0 53 11.1
 QR0630;SPC SD N     -   663,524.11  2,288,812.34   sFT  0.99999309   +0 53 11.1
 QR0630;UTM  14      - 5,054,800.503   519,672.939   MT  0.99960476   +0 10 49.9
 QR0630
 QR0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0630!SPC SD N     -   0.99993301  x   0.99999309  =   0.99992610
 QR0630!UTM  14      -   0.99993301  x   0.99960476  =   0.99953779
 QR0630
 QR0630:                Primary Azimuth Mark                     Grid Az
 QR0630:SPC SD N     -  WETONKA MUNICIPAL TANK                   213 06 25.1
 QR0630:UTM  14      -  WETONKA MUNICIPAL TANK                   213 48 46.3
 QR0630
 QR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR1967254800(NAD 83)
 QR0630
 QR0630|---------------------------------------------------------------------|
 QR0630| PID    Reference Object                     Distance      Geod. Az  |
 QR0630|                                                           dddmmss.s |
 QR0630| CO7199 WILLOW ET RM 1                       14.721 METERS 00525     |
 QR0630| QR0634 WETONKA MUNICIPAL TANK              APPROX. 3.0 KM 2135936.2 |
 QR0630| CO7200 WILLOW ET RM 2                       14.643 METERS 27038     |
 QR0630|---------------------------------------------------------------------|
 QR0630
 QR0630                          SUPERSEDED SURVEY CONTROL
 QR0630
 QR0630  NAD 83(1986)-  45 38 47.31883(N)    098 44 51.11920(W) AD(       ) 2
 QR0630  NAD 27      -  45 38 47.40114(N)    098 44 49.75580(W) AD(       ) 2
 QR0630  NGVD 29 (07/19/86)  451.0    (m)         1480.     (f) VERT ANG       
 QR0630
 QR0630.Superseded values are not recommended for survey control.
 QR0630
 QR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0630.See file dsdata.pdf to determine how the superseded data were derived.
 QR0630
 QR0630_MARKER: DD = SURVEY DISK
 QR0630_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QR0630+WITH SETTING: INFORMATION.
 QR0630_STAMPING: ET WILLOW 1970
 QR0630_MARK LOGO: USGS
 QR0630_PROJECTION: FLUSH
 QR0630_MAGNETIC: I = MARKER IS A STEEL ROD
 QR0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0630
 QR0630  HISTORY     - Date     Condition        Report By
 QR0630  HISTORY     - 1970     MONUMENTED       USGS
 QR0630
 QR0630                          STATION DESCRIPTION
 QR0630
 QR0630'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 QR0630'THE STATION IS ABOUT 11.0 MI ESE. OF LEOLA, AND ABOUT 2.4 MI
 QR0630'NNE. OF WETONKA, IN THE NE. QUARTER OF SEC. 14, T. 125 N., R. 66
 QR0630'W., ON TOP OF THE MOST SOUTHERLY OF TWO KNOLLS.
 QR0630'
 QR0630'TO REACH FROM THE CROSSROADS AT THE SE. COR. OF WETONKA, GO
 QR0630'N. ON OILED COUNTY RD. FOR 2.0 MI TO A CROSSROAD, TURN RIGHT AND
 QR0630'GO E. FOR ABOUT 0.7 MI TO A WIRE GATE S., TURN S. THROUGH GATE
 QR0630'AND GO SE. ACROSS PASTURE FOR ABOUT 0.3 MI TO THE MOST SOUTHERLY
 QR0630'OF TWO KNOLLS AND THE STATION MARK ON TOP OF THE HIGHEST POINT.
 QR0630'
 QR0630'THE STATION MARK, STAMPED ET WILLOW 1970 IS SET FLUSH WITH THE
 QR0630'GROUND ON THE HIGHEST POINT.
 QR0630'
 QR0630'REFERENCE MARK NO. 1, STAMPED WILLOW NO 1 1970 IS NNE. OF THE
 QR0630'STATION, SET FLUSH WITH THE GROUND.
 QR0630'
 QR0630'REFERENCE MARK NO. 2, STAMPED WILLOW NO 2 1970 IS W. OF THE
 QR0630'STATION, SET FLUSH WITH THE GROUND.
 QR0630'
 QR0630'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 QR0630'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 QR0630'GRAVEL TO WITHIN 1 IN. OF CAP.
 QR0630'
 QR0630'NO AZIMUTH MARK WAS SET.
 QR0630'
 QR0630'REFERENCE AZIMUTH USED - WETONKA MUNICIPAL WATER TANK.  POINT
 QR0630'OBSERVED WAS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED IN
 QR0630'THE W. PART OF TOWN.  HEIGHT OF TOWER IS ABOUT 130 FT.  THE TANK IS
 QR0630'PAINTED BLACK, T. 125 N., R. 66 W., IN THE SE. QUARTER OF SEC. 22.
 QR0630'
 QR0630'A STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1076 ***********************************************************************
 PU1076  DESIGNATION -  WILLOW RM 1
 PU1076  PID         -  PU1076
 PU1076  STATE/COUNTY-  SD/BUTTE
 PU1076  COUNTRY     -  US
 PU1076  USGS QUAD   -  NEWELL LAKE (2017)
 PU1076
 PU1076                         *CURRENT SURVEY CONTROL
 PU1076  ______________________________________________________________________
 PU1076* NAD 83(1986) POSITION- 44 50 12.51   (N) 103 25 37.34   (W)   HD_HELD1
 PU1076* NAVD 88 ORTHO HEIGHT -   941.713 (meters)     3089.60  (feet) ADJUSTED
 PU1076  ______________________________________________________________________
 PU1076  GEOID HEIGHT    -        -16.392 (meters)                     GEOID18
 PU1076  DYNAMIC HEIGHT  -        941.481 (meters)     3088.84  (feet) COMP
 PU1076  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 PU1076
 PU1076  VERT ORDER      -  SECOND    CLASS 0
 PU1076
 PU1076.The horizontal coordinates were determined by differentially corrected
 PU1076.hand held GPS observations or other comparable positioning techniques
 PU1076.and have an estimated accuracy of +/- 3 meters.
 PU1076
 PU1076.The orthometric height was determined by differential leveling and
 PU1076.adjusted by the NATIONAL GEODETIC SURVEY
 PU1076.in June 1991.
 PU1076
 PU1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1076.GEOID18 height accuracy estimate available here.
 PU1076
 PU1076.Click photographs - Photos may exist for this station.
 PU1076
 PU1076.The dynamic height is computed by dividing the NAVD 88
 PU1076.geopotential number by the normal gravity value computed on the
 PU1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1076.degrees latitude (g = 980.6199 gals.).
 PU1076
 PU1076.The modeled gravity was interpolated from observed gravity values.
 PU1076
 PU1076;                    North         East    Units  Estimated Accuracy
 PU1076;SPC SD N     -   117,242.5     329,118.4     MT  (+/- 3 meters HH1 GPS) 
 PU1076
 PU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2432466025(NAD 83)
 PU1076
 PU1076                          SUPERSEDED SURVEY CONTROL
 PU1076
 PU1076  NGVD 29 (??/??/92)  941.236  (m)         3088.04   (f) ADJ UNCH    2 0
 PU1076
 PU1076.Superseded values are not recommended for survey control.
 PU1076
 PU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1076.See file dsdata.pdf to determine how the superseded data were derived.
 PU1076
 PU1076_MARKER: DR = REFERENCE MARK DISK
 PU1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1076_STAMPING: WILLOW NO 1 1950
 PU1076_MARK LOGO: CGS
 PU1076_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1076+STABILITY: SURFACE MOTION
 PU1076
 PU1076  HISTORY     - Date     Condition        Report By
 PU1076  HISTORY     - 1950     MONUMENTED       CGS
 PU1076  HISTORY     - 1963     GOOD             CGS
 PU1076
 PU1076                          STATION DESCRIPTION
 PU1076
 PU1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1076'8.5 MI N FROM NEWELL.
 PU1076'ABOUT 8.4 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1076'SCHOOL AT NEWELL, THENCE 0.1 MILE NORTHWEST ALONG A TRACK ROAD
 PU1076'ACROSS PASTURE LAND, 57.5 FEET SOUTHEAST OF R.M. 2, 33.0 FEET
 PU1076'SOUTHWEST OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE
 PU1076'POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1080 ***********************************************************************
 NM1080  DESIGNATION -  WILLOW RM 1
 NM1080  PID         -  NM1080
 NM1080  STATE/COUNTY-  SD/YANKTON
 NM1080  COUNTRY     -  US
 NM1080  USGS QUAD   -  MISSION HILL (2017)
 NM1080
 NM1080                         *CURRENT SURVEY CONTROL
 NM1080  ______________________________________________________________________
 NM1080* NAD 83(1986) POSITION- 42 53 19.18   (N) 097 19 22.89   (W)   HD_HELD1
 NM1080* NAVD 88 ORTHO HEIGHT -   357.891 (meters)     1174.18  (feet) ADJUSTED
 NM1080  ______________________________________________________________________
 NM1080  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 NM1080  DYNAMIC HEIGHT  -        357.789 (meters)     1173.85  (feet) COMP
 NM1080  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM1080
 NM1080  VERT ORDER      -  SECOND    CLASS 0
 NM1080
 NM1080.The horizontal coordinates were determined by differentially corrected
 NM1080.hand held GPS observations or other comparable positioning techniques
 NM1080.and have an estimated accuracy of +/- 3 meters.
 NM1080
 NM1080.The orthometric height was determined by differential leveling and
 NM1080.adjusted by the NATIONAL GEODETIC SURVEY
 NM1080.in June 1991.
 NM1080
 NM1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1080.GEOID18 height accuracy estimate available here.
 NM1080
 NM1080.Click photographs - Photos may exist for this station.
 NM1080
 NM1080.The dynamic height is computed by dividing the NAVD 88
 NM1080.geopotential number by the normal gravity value computed on the
 NM1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1080.degrees latitude (g = 980.6199 gals.).
 NM1080
 NM1080.The modeled gravity was interpolated from observed gravity values.
 NM1080
 NM1080;                    North         East    Units  Estimated Accuracy
 NM1080;SPC SD S     -    66,148.5     845,849.2     MT  (+/- 3 meters HH1 GPS) 
 NM1080
 NM1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3693549814(NAD 83)
 NM1080
 NM1080                          SUPERSEDED SURVEY CONTROL
 NM1080
 NM1080  NGVD 29 (??/??/92)  357.693  (m)         1173.53   (f) ADJ UNCH    2 0
 NM1080
 NM1080.Superseded values are not recommended for survey control.
 NM1080
 NM1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1080.See file dsdata.pdf to determine how the superseded data were derived.
 NM1080
 NM1080_MARKER: DR = REFERENCE MARK DISK
 NM1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1080_STAMPING: WILLOW NO 1 1948
 NM1080_MARK LOGO: CGS
 NM1080_PROJECTION: FLUSH
 NM1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1080+STABILITY: SURFACE MOTION
 NM1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1080+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM1080
 NM1080  HISTORY     - Date     Condition        Report By
 NM1080  HISTORY     - 1948     MONUMENTED       CGS
 NM1080  HISTORY     - 1949     GOOD             CGS
 NM1080  HISTORY     - 19930908 GOOD             NGS
 NM1080
 NM1080                          STATION DESCRIPTION
 NM1080
 NM1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1080'4.4 MI E FROM YANKTON.
 NM1080'3.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1080'YANKTON, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, AT THE
 NM1080'WILLOW DALE SCHOOLHOUSE, 146.7 FEET SOUTHWEST OF TRIANGULATION
 NM1080'STATION WILLOW 1948, 57.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NM1080'OF THE SCHOOLHOUSE, 51.0 FEET SOUTHEAST OF THE CENTER OF A FRAME
 NM1080'GATE, 41.0 FEET EAST OF THE WEST SCHOOL YARD FENCE, AND SET
 NM1080'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 NM1080
 NM1080                          STATION RECOVERY (1993)
 NM1080
 NM1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1080'6.1 KM (3.80 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1080'IN YANKTON, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG A GRAVELED ROAD,
 NM1080'120.0 M (393.7 FT) EAST OF THE ROAD CENTER, 44.7 M (146.7 FT)
 NM1080'WEST-NORTHWEST OF TRIANGULATION STATION WILLOW, 0.1 M (0.3 FT) NORTH
 NM1080'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6181 ***********************************************************************
 AB6181  DESIGNATION -  WILLOW RM 1
 AB6181  PID         -  AB6181
 AB6181  STATE/COUNTY-  SD/STANLEY
 AB6181  COUNTRY     -  US
 AB6181  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB6181
 AB6181                         *CURRENT SURVEY CONTROL
 AB6181  ______________________________________________________________________
 AB6181* NAD 83(1986) POSITION- 44 23 13.76   (N) 100 36 20.47   (W)   HD_HELD1
 AB6181* NAVD 88 ORTHO HEIGHT -   637.847 (meters)     2092.67  (feet) ADJUSTED
 AB6181  ______________________________________________________________________
 AB6181  GEOID HEIGHT    -        -23.107 (meters)                     GEOID18
 AB6181  DYNAMIC HEIGHT  -        637.706 (meters)     2092.21  (feet) COMP
 AB6181  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 AB6181
 AB6181  VERT ORDER      -  FIRST     CLASS II
 AB6181
 AB6181.The horizontal coordinates were determined by differentially corrected
 AB6181.hand held GPS observations or other comparable positioning techniques
 AB6181.and have an estimated accuracy of +/- 3 meters.
 AB6181
 AB6181.The orthometric height was determined by differential leveling and
 AB6181.adjusted by the NATIONAL GEODETIC SURVEY
 AB6181.in October 1997.
 AB6181
 AB6181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6181.GEOID18 height accuracy estimate available here.
 AB6181
 AB6181.Click photographs - Photos may exist for this station.
 AB6181
 AB6181.The dynamic height is computed by dividing the NAVD 88
 AB6181.geopotential number by the normal gravity value computed on the
 AB6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6181.degrees latitude (g = 980.6199 gals.).
 AB6181
 AB6181.The modeled gravity was interpolated from observed gravity values.
 AB6181
 AB6181;                    North         East    Units  Estimated Accuracy
 AB6181;SPC SD S     -   228,207.9     578,298.3     MT  (+/- 3 meters HH1 GPS) 
 AB6181
 AB6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7210516128(NAD 83)
 AB6181
 AB6181                          SUPERSEDED SURVEY CONTROL
 AB6181
 AB6181.No superseded survey control is available for this station.
 AB6181
 AB6181_MARKER: DR = REFERENCE MARK DISK
 AB6181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6181_STAMPING: WILLOW NO 1 1952
 AB6181_MARK LOGO: CGS
 AB6181_PROJECTION: PROJECTING 10 CENTIMETERS
 AB6181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6181+STABILITY: SURFACE MOTION
 AB6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6181+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB6181
 AB6181  HISTORY     - Date     Condition        Report By
 AB6181  HISTORY     - 1952     MONUMENTED       CGS
 AB6181  HISTORY     - 19950803 GOOD             NGS
 AB6181  HISTORY     - 20120524 GOOD             INDIV
 AB6181
 AB6181                          STATION DESCRIPTION
 AB6181
 AB6181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6181'22.0 KM (13.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB6181'IN PIERRE, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG A TRACK ROAD, THENCE
 AB6181'0.2 KM (0.10 MI) NORTHERLY ACROSS A PASTURE TO THE HIGHEST POINT OF A
 AB6181'HILL, 18.1 M (59.4 FT) EAST-SOUTHEAST OF REFERENCE MARK 2, 13.1 M
 AB6181'(43.0 FT) SOUTHEAST OF TRIANGULATION STATION WILLOW, 4.7 M (15.4 FT)
 AB6181'NORTHWEST OF THE SOUTHEAST GUY CABLE ANCHOR, AND THE MONUMENT PROJECTS
 AB6181'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AB6181
 AB6181                          STATION RECOVERY (2012)
 AB6181
 AB6181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1077 ***********************************************************************
 PU1077  DESIGNATION -  WILLOW RM 2
 PU1077  PID         -  PU1077
 PU1077  STATE/COUNTY-  SD/BUTTE
 PU1077  COUNTRY     -  US
 PU1077  USGS QUAD   -  NEWELL LAKE (2017)
 PU1077
 PU1077                         *CURRENT SURVEY CONTROL
 PU1077  ______________________________________________________________________
 PU1077* NAD 83(1986) POSITION- 44 50 13.07   (N) 103 25 37.51   (W)   HD_HELD1
 PU1077* NAVD 88 ORTHO HEIGHT -   941.719 (meters)     3089.62  (feet) ADJUSTED
 PU1077  ______________________________________________________________________
 PU1077  GEOID HEIGHT    -        -16.392 (meters)                     GEOID18
 PU1077  DYNAMIC HEIGHT  -        941.487 (meters)     3088.86  (feet) COMP
 PU1077  MODELED GRAVITY -    980,338.3   (mgal)                       NAVD 88
 PU1077
 PU1077  VERT ORDER      -  SECOND    CLASS 0
 PU1077
 PU1077.The horizontal coordinates were determined by differentially corrected
 PU1077.hand held GPS observations or other comparable positioning techniques
 PU1077.and have an estimated accuracy of +/- 3 meters.
 PU1077
 PU1077.The orthometric height was determined by differential leveling and
 PU1077.adjusted by the NATIONAL GEODETIC SURVEY
 PU1077.in June 1991.
 PU1077
 PU1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1077.GEOID18 height accuracy estimate available here.
 PU1077
 PU1077.Click photographs - Photos may exist for this station.
 PU1077
 PU1077.The dynamic height is computed by dividing the NAVD 88
 PU1077.geopotential number by the normal gravity value computed on the
 PU1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1077.degrees latitude (g = 980.6199 gals.).
 PU1077
 PU1077.The modeled gravity was interpolated from observed gravity values.
 PU1077
 PU1077;                    North         East    Units  Estimated Accuracy
 PU1077;SPC SD N     -   117,259.9     329,115.4     MT  (+/- 3 meters HH1 GPS) 
 PU1077
 PU1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2432066042(NAD 83)
 PU1077
 PU1077                          SUPERSEDED SURVEY CONTROL
 PU1077
 PU1077  NGVD 29 (??/??/92)  941.242  (m)         3088.06   (f) ADJ UNCH    2 0
 PU1077
 PU1077.Superseded values are not recommended for survey control.
 PU1077
 PU1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1077.See file dsdata.pdf to determine how the superseded data were derived.
 PU1077
 PU1077_MARKER: DR = REFERENCE MARK DISK
 PU1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1077_STAMPING: WILLOW NO 2 1950
 PU1077_MARK LOGO: CGS
 PU1077_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1077+STABILITY: SURFACE MOTION
 PU1077
 PU1077  HISTORY     - Date     Condition        Report By
 PU1077  HISTORY     - 1950     MONUMENTED       CGS
 PU1077  HISTORY     - 1963     GOOD             CGS
 PU1077
 PU1077                          STATION DESCRIPTION
 PU1077
 PU1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1077'8.5 MI N FROM NEWELL.
 PU1077'ABOUT 8.4 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1077'SCHOOL AT NEWELL, THENCE 0.1 MILE NORTHWEST ALONG A TRACK ROAD
 PU1077'ACROSS PASTURE LAND, 19 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 PU1077'ROAD, 57.5 FEET NORTHWEST OF R.M. 1, 41.4 FEET NORTHWEST OF THE
 PU1077'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1077'0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1082 ***********************************************************************
 NM1082  DESIGNATION -  WILLOW RM 2
 NM1082  PID         -  NM1082
 NM1082  STATE/COUNTY-  SD/YANKTON
 NM1082  COUNTRY     -  US
 NM1082  USGS QUAD   -  MISSION HILL (2017)
 NM1082
 NM1082                         *CURRENT SURVEY CONTROL
 NM1082  ______________________________________________________________________
 NM1082* NAD 83(1986) POSITION- 42 53 20.21   (N) 097 19 22.20   (W)   HD_HELD1
 NM1082* NAVD 88 ORTHO HEIGHT -   357.755 (meters)     1173.73  (feet) ADJUSTED
 NM1082  ______________________________________________________________________
 NM1082  GEOID HEIGHT    -        -25.613 (meters)                     GEOID18
 NM1082  DYNAMIC HEIGHT  -        357.653 (meters)     1173.40  (feet) COMP
 NM1082  MODELED GRAVITY -    980,325.2   (mgal)                       NAVD 88
 NM1082
 NM1082  VERT ORDER      -  SECOND    CLASS 0
 NM1082
 NM1082.The horizontal coordinates were determined by differentially corrected
 NM1082.hand held GPS observations or other comparable positioning techniques
 NM1082.and have an estimated accuracy of +/- 3 meters.
 NM1082
 NM1082.The orthometric height was determined by differential leveling and
 NM1082.adjusted by the NATIONAL GEODETIC SURVEY
 NM1082.in June 1991.
 NM1082
 NM1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1082.GEOID18 height accuracy estimate available here.
 NM1082
 NM1082.Click photographs - Photos may exist for this station.
 NM1082
 NM1082.The dynamic height is computed by dividing the NAVD 88
 NM1082.geopotential number by the normal gravity value computed on the
 NM1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1082.degrees latitude (g = 980.6199 gals.).
 NM1082
 NM1082.The modeled gravity was interpolated from observed gravity values.
 NM1082
 NM1082;                    North         East    Units  Estimated Accuracy
 NM1082;SPC SD S     -    66,180.8     845,863.7     MT  (+/- 3 meters HH1 GPS) 
 NM1082
 NM1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3695049847(NAD 83)
 NM1082
 NM1082                          SUPERSEDED SURVEY CONTROL
 NM1082
 NM1082  NGVD 29 (??/??/92)  357.556  (m)         1173.08   (f) ADJ UNCH    2 0
 NM1082
 NM1082.Superseded values are not recommended for survey control.
 NM1082
 NM1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1082.See file dsdata.pdf to determine how the superseded data were derived.
 NM1082
 NM1082_MARKER: DR = REFERENCE MARK DISK
 NM1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1082_STAMPING: WILLOW NO 2 1948
 NM1082_MARK LOGO: CGS
 NM1082_PROJECTION: FLUSH
 NM1082_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1082+STABILITY: SURFACE MOTION
 NM1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1082+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM1082
 NM1082  HISTORY     - Date     Condition        Report By
 NM1082  HISTORY     - 1948     MONUMENTED       CGS
 NM1082  HISTORY     - 1949     GOOD             CGS
 NM1082  HISTORY     - 19930908 GOOD             NGS
 NM1082
 NM1082                          STATION DESCRIPTION
 NM1082
 NM1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1082'4.4 MI E FROM YANKTON.
 NM1082'3.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1082'YANKTON, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, AT THE
 NM1082'WILLOW DALE SCHOOLHOUSE, 111.0 FEET NORTHWEST OF TRIANGULATION
 NM1082'STATION WILLOW 1948, 19.0 FEET SOUTH OF THE NORTH SCHOOL YARD
 NM1082'FENCE, 16.0 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE,
 NM1082'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NM1082'GROUND.
 NM1082
 NM1082                          STATION RECOVERY (1993)
 NM1082
 NM1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1082'6.1 KM (3.80 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 NM1082'IN YANKTON, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG A GRAVELED ROAD,
 NM1082'125.0 M (410.1 FT) EAST OF THE ROAD CENTER, 33.8 M (110.9 FT)
 NM1082'NORTHWEST OF TRIANGULATION STATION WILLOW, 0.1 M (0.3 FT) SOUTH OF A
 NM1082'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB6182 ***********************************************************************
 AB6182  DESIGNATION -  WILLOW RM 2
 AB6182  PID         -  AB6182
 AB6182  STATE/COUNTY-  SD/STANLEY
 AB6182  COUNTRY     -  US
 AB6182  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 AB6182
 AB6182                         *CURRENT SURVEY CONTROL
 AB6182  ______________________________________________________________________
 AB6182* NAD 83(1986) POSITION- 44 23 13.94   (N) 100 36 21.25   (W)   HD_HELD1
 AB6182* NAVD 88 ORTHO HEIGHT -   637.174 (meters)     2090.46  (feet) ADJUSTED
 AB6182  ______________________________________________________________________
 AB6182  GEOID HEIGHT    -        -23.106 (meters)                     GEOID18
 AB6182  DYNAMIC HEIGHT  -        637.033 (meters)     2090.00  (feet) COMP
 AB6182  MODELED GRAVITY -    980,376.1   (mgal)                       NAVD 88
 AB6182
 AB6182  VERT ORDER      -  FIRST     CLASS II
 AB6182
 AB6182.The horizontal coordinates were determined by differentially corrected
 AB6182.hand held GPS observations or other comparable positioning techniques
 AB6182.and have an estimated accuracy of +/- 3 meters.
 AB6182
 AB6182.The orthometric height was determined by differential leveling and
 AB6182.adjusted by the NATIONAL GEODETIC SURVEY
 AB6182.in October 1997.
 AB6182
 AB6182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6182.GEOID18 height accuracy estimate available here.
 AB6182
 AB6182.Click photographs - Photos may exist for this station.
 AB6182
 AB6182.The dynamic height is computed by dividing the NAVD 88
 AB6182.geopotential number by the normal gravity value computed on the
 AB6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6182.degrees latitude (g = 980.6199 gals.).
 AB6182
 AB6182.The modeled gravity was interpolated from observed gravity values.
 AB6182
 AB6182;                    North         East    Units  Estimated Accuracy
 AB6182;SPC SD S     -   228,213.5     578,281.0     MT  (+/- 3 meters HH1 GPS) 
 AB6182
 AB6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ7208816134(NAD 83)
 AB6182
 AB6182                          SUPERSEDED SURVEY CONTROL
 AB6182
 AB6182.No superseded survey control is available for this station.
 AB6182
 AB6182_MARKER: DR = REFERENCE MARK DISK
 AB6182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6182_STAMPING: WILLOW NO 2 1952
 AB6182_MARK LOGO: CGS
 AB6182_PROJECTION: FLUSH
 AB6182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6182+STABILITY: SURFACE MOTION
 AB6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6182+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2012
 AB6182
 AB6182  HISTORY     - Date     Condition        Report By
 AB6182  HISTORY     - 1952     MONUMENTED       CGS
 AB6182  HISTORY     - 19950803 GOOD             NGS
 AB6182  HISTORY     - 20120524 GOOD             INDIV
 AB6182
 AB6182                          STATION DESCRIPTION
 AB6182
 AB6182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB6182'22.0 KM (13.65 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB6182'IN PIERRE, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG A TRACK ROAD, THENCE
 AB6182'0.2 KM (0.10 MI) NORTHERLY ACROSS A PASTURE TO THE HIGHEST POINT OF A
 AB6182'HILL, 18.2 M (59.7 FT) SOUTHEAST OF THE MOST NORTHEASTERLY OF 2
 AB6182'ANTENNAS, 11.8 M (38.7 FT) WEST OF TRIANGULATION STATION WILLOW, 6.0 M
 AB6182'(19.7 FT) SOUTHWEST OF THE SOUTHEAST GUY CABLE ANCHOR, AND THE
 AB6182'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB6182
 AB6182                          STATION RECOVERY (2012)
 AB6182
 AB6182'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB6182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0854 ***********************************************************************
 OR0854  DESIGNATION -  WILLRODT
 OR0854  PID         -  OR0854
 OR0854  STATE/COUNTY-  SD/BRULE
 OR0854  COUNTRY     -  US
 OR0854  USGS QUAD   -  RED LAKE WEST (2017)
 OR0854
 OR0854                         *CURRENT SURVEY CONTROL
 OR0854  ______________________________________________________________________
 OR0854* NAD 83(1996) POSITION- 43 38 58.51426(N) 099 19 38.77478(W)   ADJUSTED
 OR0854* NAVD 88 ORTHO HEIGHT -   566.    (meters)     1857.    (feet) SCALED
 OR0854  ______________________________________________________________________
 OR0854  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 OR0854  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 OR0854  HORZ ORDER      -  FIRST
 OR0854
 OR0854.The horizontal coordinates were established by classical geodetic methods
 OR0854.and adjusted by the National Geodetic Survey in January 1998.
 OR0854
 OR0854.The orthometric height was scaled from a topographic map.
 OR0854
 OR0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0854.GEOID18 height accuracy estimate available here.
 OR0854
 OR0854.Click photographs - Photos may exist for this station.
 OR0854
 OR0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0854
 OR0854. The following values were computed from the NAD 83(1996) position.
 OR0854
 OR0854;                    North         East     Units Scale Factor Converg.
 OR0854;SPC SD S     -   146,715.659   681,142.866   MT  0.99990702   +0 41 38.1
 OR0854;SPC SD S     -   481,349.62  2,234,716.22   sFT  0.99990702   +0 41 38.1
 OR0854;UTM  14      - 4,833,006.553   473,593.977   MT  0.99960858   -0 13 33.6
 OR0854
 OR0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0854!SPC SD S     -   0.99991528  x   0.99990702  =   0.99982230
 OR0854!UTM  14      -   0.99991528  x   0.99960858  =   0.99952389
 OR0854
 OR0854:                Primary Azimuth Mark                     Grid Az
 OR0854:SPC SD S     -  S 300                                    138 07 05.5
 OR0854:UTM  14      -  S 300                                    139 02 17.2
 OR0854
 OR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7359333006(NAD 83)
 OR0854
 OR0854|---------------------------------------------------------------------|
 OR0854| PID    Reference Object                     Distance      Geod. Az  |
 OR0854|                                                           dddmmss.s |
 OR0854| CO4103 WILLRODT RM 1                        53.995 METERS 04001     |
 OR0854| OR0841 KIMBALL WATER TANK                  APPROX.31.9 KM 0685228.7 |
 OR0854| CO4102 WILLRODT AZ MK                                     0882137.6 |
 OR0854| OR0849 BENDON TOWNSHIP CATH CH SPIRE       APPROX.21.2 KM 1042210.8 |
 OR0854| OR0850 GERMAN LUTHERAN CHURCH SPIRE        APPROX.10.9 KM 1195955.9 |
 OR0854| CO4104 WILLRODT RM 2                        23.561 METERS 13246     |
 OR0854| OR0504 S 300                               APPROX. 9.4 KM 1384843.6 |
 OR0854|---------------------------------------------------------------------|
 OR0854
 OR0854                          SUPERSEDED SURVEY CONTROL
 OR0854
 OR0854  NAD 83(1995)-  43 38 58.51301(N)    099 19 38.77957(W) AD(       ) 1
 OR0854  NAD 83(1986)-  43 38 58.51401(N)    099 19 38.78136(W) AD(       ) 1
 OR0854  NAD 27      -  43 38 58.51200(N)    099 19 37.42600(W) AD(       ) 1
 OR0854  MORC        -  43 38 56.08000(N)    099 19 37.74000(W) AD(       ) 3
 OR0854
 OR0854.Superseded values are not recommended for survey control.
 OR0854
 OR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0854.See file dsdata.pdf to determine how the superseded data were derived.
 OR0854
 OR0854_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 OR0854_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OR0854_MARK LOGO: MORC
 OR0854_MAGNETIC: P = MARKER IS A STEEL PIPE
 OR0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0854
 OR0854  HISTORY     - Date     Condition        Report By
 OR0854  HISTORY     - 1934     MONUMENTED       MORC
 OR0854  HISTORY     - 1936     GOOD             CGS
 OR0854  HISTORY     - 1948     GOOD             CGS
 OR0854  HISTORY     - 1974     GOOD             USGS
 OR0854  HISTORY     - 19840627 GOOD             NGS
 OR0854
 OR0854                          STATION DESCRIPTION
 OR0854
 OR0854'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 OR0854'THIS IS AN OLD STATION OF THE MISSOURI RIVER COMMISSION.  IT
 OR0854'IS LOCATED ON A PROMINENT RIDGE ON THE EAST BANK OF THE
 OR0854'MISSOURI RIVER, ABOUT 11 MILES SOUTH OF CHAMBERLAIN.  IT IS
 OR0854'NEAR THE CENTER OF THE NORTH SIDE OF THE SOUTHWEST QUARTER
 OR0854'OF SEC. 10, T. 102 N., R. 71 W., ON THE LAND OF E.J. BERGNER.
 OR0854'
 OR0854'TO REACH STATION GO SOUTH ON U.S. HIGHWAY 16 FOR 2.8 MILES
 OR0854'FROM CHAMBERLAIN TO WHERE U.S. 16 TURNS LEFT (EAST).  KEEP
 OR0854'AHEAD FOR 8.65 MILES MORE TO LANE LEADING WEST TO FARMHOUSE
 OR0854'AND BUILDINGS.  PASS FARMHOUSE AND GO SOUTHWEST THROUGH
 OR0854'GATE AND TURN RIGHT.  FOLLOW TRAIL TO THE HIGHEST AND MOST
 OR0854'WESTERLY OF KNOBS.  STATION IS ABOUT 0.5 MILE WEST OF THE
 OR0854'FARM BUILDINGS, AND 170 FEET WEST OF A FENCE.
 OR0854'
 OR0854'STATION CONSISTS OF A CAP ON A 4-INCH IRON PIPE PROJECTING
 OR0854'6 INCHES ABOVE GROUND, AND MARKED MISSOURI RIVER COMMISSION.
 OR0854'
 OR0854'AZIMUTH MARK IS 1.0 MILE EAST OF STATION.  TO REACH FROM
 OR0854'LANE LEADING TO FARMHOUSE GO NORTH ON ROAD FOR 0.12 MILE TO
 OR0854'MARK IN FENCE LINE ON THE LEFT, 33 FEET WEST OF THE CENTERLINE
 OR0854'OF ROAD.
 OR0854'
 OR0854'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION NEAR THE CENTER OF
 OR0854'THE NORTH SIDE OF THE SOUTHWEST QUARTER OF SEC. 10, T. 102
 OR0854'N., R. 71 W., ON THE EAST EDGE OF THE HIGHEST KNOLL IN THE
 OR0854'VICINITY.  IT IS IN NORTH-AND-SOUTH FENCE, APPROXIMATELY 45
 OR0854'FEET EAST OF DESCENDING GRADE, AND PROJECTS 6 INCHES ABOVE THE
 OR0854'GROUND.
 OR0854'
 OR0854'REFERENCE MARK NO. 2 IS SOUTH OF STATION ON KNOB AS HIGH AS
 OR0854'ONE TO THE NEAR NORTH, ON WEST EDGE OF RIDGE OVERLOOKING RIVER,
 OR0854'105 FEET WEST OF NORTH-AND-SOUTH FENCE.  IT IS IN THE SOUTHWEST
 OR0854'QUARTER OF SEC. 10, T. 102 N., R. 71 W.
 OR0854'
 OR0854'REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED.
 OR0854'
 OR0854'ALL OBJECTS ARE VISIBLE FROM THE GROUND AT STATION.
 OR0854'
 OR0854'HEIGHT OF LIGHT ABOVE STATION MARK - 3.5 METERS.
 OR0854
 OR0854                          STATION RECOVERY (1936)
 OR0854
 OR0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0854'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 OR0854'CONDITION.
 OR0854'
 OR0854'THE STATION IS 11 MILES, AIRLINE, AND 12.6 MILES BY ROAD
 OR0854'SOUTH OF CHAMBERLAIN, ON HIGHEST POINT OF PROMINENT BLUFF
 OR0854'OVERLOOKING THE MISSOURI RIVER, NEAR THE CENTER OF THE NORTH
 OR0854'SIDE OF SOUTHWEST QUARTER OF SEC. 10, T. 102 N., R. 71 W.,
 OR0854'ON LAND OWNED AND OCCUPIED BY E.J. BERGNER, WHOSE HOUSE IS
 OR0854'0.5 MILE EAST OF STATION, 3/4 MILE NORTHEAST OF MISSOURI
 OR0854'RIVER, 170 FEET WEST OF FENCE LINE, AND 20 FEET EAST OF WEST
 OR0854'BRINK OF BLUFF.  THE MARK IS A STANDARD MISSOURI RIVER
 OR0854'COMMISSION TRIANGULATION MARK, BEING A 4-INCH CAST IRON PIPE
 OR0854'WITH A MISSOURI RIVER COMMISSION TRIANGULATION MARK
 OR0854'IRON CAP ON ITS TOP.  THE MARK PROJECTS 6 INCHES.  THE MARK
 OR0854'WAS ESTABLISHED AS A U.S. COAST AND GEODETIC SURVEY
 OR0854'TRIANGULATION STATION IN 1934.
 OR0854'
 OR0854'REFERENCE MARK NO. 1 IS A STANDARD U.S. COAST AND GEODETIC
 OR0854'SURVEY REFERENCE MARK.  IT IS NORTHEAST OF THE STATION, 1 FOOT
 OR0854'WEST OF FENCE LINE, PROJECTS 4 INCHES, AND IS SET ACCORDINGLY.
 OR0854'
 OR0854'REFERENCE MARK NO. 2 IS A STANDARD U.S. COAST AND GEODETIC
 OR0854'SURVEY REFERENCE MARK.  IT IS SOUTHEAST OF THE STATION, 10
 OR0854'FEET EAST OF WEST BRINK OF BLUFF, PROJECTS 4 INCHES AND IS SET
 OR0854'ACCORDINGLY.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 OR0854'IS 196.56 FEET.
 OR0854'
 OR0854'THE AZIMUTH MARK IS EAST OF THE STATION, AT WEST SIDE OF
 OR0854'NORTH-SOUTH ROAD, 33 FEET WEST OF CENTERLINE OF ROAD, 0.1 MILE
 OR0854'NORTH OF LANE TO MR. BERGNERS HOUSE, AND IS SET ACCORDINGLY.
 OR0854'
 OR0854'TO REACH THE STATION FROM CHAMBERLAIN, FOLLOW U.S. HIGHWAY
 OR0854'16 EAST AND SOUTH, FROM TAFT HOTEL, FOR 2.8 MILES TO POINT
 OR0854'WHERE U.S. HIGHWAY 16 TURNS EAST AND GRAVEL ROAD LEADS SOUTH,
 OR0854'CONTINUE SOUTH ON GRAVEL ROAD 8.8 MILES TO PRIVATE ROAD
 OR0854'LEADING WEST TO MR. BERGNERS HOUSE.  TURN WEST ON PRIVATE
 OR0854'ROAD AND GO 0.25 MILE TO BARN, THENCE SOUTH, THROUGH GATE,
 OR0854'AND FOLLOW FARM ROAD SOUTH AND WEST 0.4 MILE TO GATE IN
 OR0854'NORTH-SOUTH FENCE LINE.  PASS THROUGH GATE AND GO NORTH ALONG
 OR0854'WEST SIDE OF FENCE FOR 0.45 MILE TO HIGHEST POINT OF BLUFF
 OR0854'AND STATION.
 OR0854'
 OR0854'SIGNALS SHOWN FROM THE GROUND AT IONA, BULL, BLACK, BEND, AND
 OR0854'RICHLAND ARE VISIBLE AT THE GROUND AT THIS STATION.
 OR0854'
 OR0854'NO OBSERVATIONS WERE MADE ON THE AZIMUTH MARK.
 OR0854
 OR0854                          STATION RECOVERY (1948)
 OR0854
 OR0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OR0854'THE STATION WAS RECOVERED AS DESCRIBED BY J.D.T. IN 1936 AND
 OR0854'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 OR0854'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE 1936 DESCRIPTION
 OR0854'IS ADEQUATE.
 OR0854
 OR0854                          STATION RECOVERY (1974)
 OR0854
 OR0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GDS)
 OR0854'AZIMUTH MARK DESTROYED.
 OR0854
 OR0854                          STATION RECOVERY (1984)
 OR0854
 OR0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OR0854'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 OR0854'AZIMUTH MARK HAD BEEN DESTROYED BY ROAD CONSTRUCTION AND AZIMUTH MARK
 OR0854'2 WAS ESTABLISHED.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 OR0854'AGREED FAVORABLY WITH THE 1948 DATA.  NEW DESCRITIVE TEXT FOLLOWS. THE
 OR0854'STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH OF CHAMBERLAIN, ON A
 OR0854'PROMINENT BLUFF ON THE EAST SIDE OF THE MISSOURI RIVER, ON PROPERTY
 OR0854'OWNED BY MR. LAWRENCE BERGNER.  TO REACH THE STATION FROM THE TAFT
 OR0854'HOTEL IN CHAMBERLAIN, GO EAST AND SOUTH ON OLD HIGHWAY 16 FOR 5.2 KM
 OR0854'(3.25 MI) TO INTERSTATE 90.  CONTINUE AHEAD, SOUTH, ON ASPHALT ROAD
 OR0854'FOR 12.6 KM (7.80 MI) TO AZIMUTH MARK 2 ON THE RIGHT.  CONTINUE SOUTH
 OR0854'ON ASPHALT ROAD FOR 1.1 KM (0.70 MI) TO A SIDE ROAD RIGHT, LEADING TO
 OR0854'MR. BERGNERS FARMSTEAD.  TURN RIGHT AND FOLLOW GRAVELED ROAD WEST FOR
 OR0854'0.3 KM (0.20 MI) TO A FARM ROAD RIGHT.  TURN RIGHT AND GO NORTH.  TURN
 OR0854'LEFT AND FOLLOW TRACK ROAD WEST FOR 0.5 KM (0.30 MI) TO A GATE.  PASS
 OR0854'THROUGH GATE AND FOLLOW TRACK ROAD SOUTH, WEST, AND NORTH TO HIGH
 OR0854'POINT OF BLUFF AND STATION.  THE STATION IS A MISSOURI RIVER
 OR0854'COMMISSION METAL PIPE CAP, 14 CM (5.5 INCHES) IN DIAMETER UNSTAMPED
 OR0854'AND BOLTED TO A METAL PIPE THAT PROJECTS ABOUT 15 CM (6 INCHES) .  THE
 OR0854'STATION OVERLOOKS THE MISSOURI RIVER TO THE WEST. LOCATED 52 METERS
 OR0854'(170.6 FT) W FROM A FENCE.  6 METERS (19.7 FT) E FROM THE EDGE OF THE
 OR0854'BLUFF.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED WILLRODT NO
 OR0854'1 1934 SET INTO THE TOP OF A 12 INCH 30 CM IN DIAMETER PROJECTING 4
 OR0854'INCHES 10 CM ABOVE THE GROUND.  LOCATED 1.0 FEET (0.3 M) W FROM A
 OR0854'FENCE AND 15 FEET, (4.6 M) 4.5 METERS (14.8 FT) LOWER THAN THE
 OR0854'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED WILLRODT
 OR0854'NO 2 1934 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES 30
 OR0854'CM IN DIAMETER PROJECTING 4 INCHES 10 CM ABOVE THE GROUND.  LOCATED 10
 OR0854'FEET (3.0 M) E FROM THE EDGE OF THE BLUFF, AND 2 FEET (0.6 M) 0.6
 OR0854'METER (2.0 FT) LOWER THAN THE STATION. AZIMUTH MARK NO 2 IS A STANDARD
 OR0854'NGS DISK STAMPED WILLRODT 1934 NO 2 1984 SET INTO THE TOP OF A ROUND
 OR0854'CONCRETE MONUMENT 12 INCHES 30 CM IN DIAMETER PROJECTING 2 INCHES 5 CM
 OR0854'ABOVE THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK
 OR0854'STAMPED WILLRODT 1934 NO 2 1984 SET INTO IRREGULAR MASS OF CONCRETE
 OR0854'ABOUT 1 M (3.3 FT) BELOW THE SURFACE.  LOCATED 14.5 METERS (47.6 FT) W
 OR0854'FROM THE CENTER OF THE ASPHALT ROAD.  1.25 METERS (4.10 FT) SE FROM A
 OR0854'T-FENCE AND GATE POST.  0.75 METER (2.46 FT) E FROM A FENCE.  0.3
 OR0854'METER (1.0 FT) N FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0574 ***********************************************************************
 QQ0574  DESIGNATION -  WILMOT EASTERN WHITE SPIRE
 QQ0574  PID         -  QQ0574
 QQ0574  STATE/COUNTY-  SD/ROBERTS
 QQ0574  COUNTRY     -  US
 QQ0574  USGS QUAD   -  WILMOT (2017)
 QQ0574
 QQ0574                         *CURRENT SURVEY CONTROL
 QQ0574  ______________________________________________________________________
 QQ0574* NAD 83(1996) POSITION- 45 24 30.69204(N) 096 51 27.28788(W)   ADJUSTED
 QQ0574  ______________________________________________________________________
 QQ0574  GEOID HEIGHT    -        -25.765 (meters)                     GEOID18
 QQ0574  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 QQ0574  HORZ ORDER      -  THIRD
 QQ0574
 QQ0574.The horizontal coordinates were established by classical geodetic methods
 QQ0574.and adjusted by the National Geodetic Survey in January 1998.
 QQ0574
 QQ0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0574.GEOID18 height accuracy estimate available here.
 QQ0574
 QQ0574.Click photographs - Photos may exist for this station.
 QQ0574
 QQ0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0574
 QQ0574. The following values were computed from the NAD 83(1996) position.
 QQ0574
 QQ0574;                    North         East     Units Scale Factor Converg.
 QQ0574;SPC SD N     -   179,815.612   845,930.885   MT  0.99995854   +2 13 26.4
 QQ0574;SPC SD N     -   589,945.05  2,775,358.25   sFT  0.99995854   +2 13 26.4
 QQ0574;UTM  14      - 5,030,566.680   667,650.742   MT  0.99994558   +1 31 33.7
 QQ0574
 QQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6765030566(NAD 83)
 QQ0574
 QQ0574                          SUPERSEDED SURVEY CONTROL
 QQ0574
 QQ0574  NAD 83(1986)-  45 24 30.69297(N)    096 51 27.27323(W) AD(       ) 3
 QQ0574  NAD 27      -  45 24 30.83000(N)    096 51 26.02000(W) AD(       ) 3
 QQ0574  USSD        -  45 24 30.99000(N)    096 51 26.45000(W) AD(       ) 3
 QQ0574
 QQ0574.Superseded values are not recommended for survey control.
 QQ0574
 QQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0574.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0574
 QQ0574_MARKER: 89 = SPIRE
 QQ0574
 QQ0574  HISTORY     - Date     Condition        Report By
 QQ0574  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0574  HISTORY     - 1935     SEE DESCRIPTION  CGS
 QQ0574
 QQ0574                          STATION DESCRIPTION
 QQ0574
 QQ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0574'ACCORDING TO GEOGRAPHIC POSITION THIS IS THE OLD M.E. CHURCH,
 QQ0574'NOW THE I.O.O.F. HALL.  IT HAS NO SPIRE AT PRESENT BUT OTHERWISE
 QQ0574'IS THE SAME AS IN 1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0572 ***********************************************************************
 QQ0572  DESIGNATION -  WILMOT MUNICIPAL TANK
 QQ0572  PID         -  QQ0572
 QQ0572  STATE/COUNTY-  SD/ROBERTS
 QQ0572  COUNTRY     -  US
 QQ0572  USGS QUAD   -  WILMOT (2017)
 QQ0572
 QQ0572                         *CURRENT SURVEY CONTROL
 QQ0572  ______________________________________________________________________
 QQ0572* NAD 83(1996) POSITION- 45 24 33.44980(N) 096 51 32.84246(W)   ADJUSTED
 QQ0572  ______________________________________________________________________
 QQ0572  GEOID HEIGHT    -        -25.762 (meters)                     GEOID18
 QQ0572  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 QQ0572  HORZ ORDER      -  THIRD
 QQ0572
 QQ0572.The horizontal coordinates were established by classical geodetic methods
 QQ0572.and adjusted by the National Geodetic Survey in January 1998.
 QQ0572
 QQ0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0572.GEOID18 height accuracy estimate available here.
 QQ0572
 QQ0572.Click photographs - Photos may exist for this station.
 QQ0572
 QQ0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0572
 QQ0572. The following values were computed from the NAD 83(1996) position.
 QQ0572
 QQ0572;                    North         East     Units Scale Factor Converg.
 QQ0572;SPC SD N     -   179,895.996   845,806.890   MT  0.99995862   +2 13 22.5
 QQ0572;SPC SD N     -   590,208.78  2,774,951.44   sFT  0.99995862   +2 13 22.5
 QQ0572;UTM  14      - 5,030,648.567   667,527.737   MT  0.99994508   +1 31 29.8
 QQ0572
 QQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6752730648(NAD 83)
 QQ0572
 QQ0572                          SUPERSEDED SURVEY CONTROL
 QQ0572
 QQ0572  NAD 83(1986)-  45 24 33.45066(N)    096 51 32.83175(W) AD(       ) 3
 QQ0572  NAD 27      -  45 24 33.58000(N)    096 51 31.60000(W) AD(       ) 3
 QQ0572
 QQ0572.Superseded values are not recommended for survey control.
 QQ0572
 QQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0572.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0572
 QQ0572_MARKER: 53 = ELEVATED TANK
 QQ0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0572+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 QQ0572
 QQ0572  HISTORY     - Date     Condition        Report By
 QQ0572  HISTORY     - 1935     FIRST OBSERVED   CGS
 QQ0572  HISTORY     - 20050327 GOOD             GEOCAC
 QQ0572
 QQ0572                          STATION DESCRIPTION
 QQ0572
 QQ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 QQ0572'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, A
 QQ0572'BLACK TANK WITH WHITE TOP, LOCATED IN CENTRAL PART OF TOWN.
 QQ0572'IT IS APPROXIMATELY 100 FEET HIGH.  STATION WAS NOT VISITED.
 QQ0572
 QQ0572                          STATION RECOVERY (2005)
 QQ0572
 QQ0572'RECOVERY NOTE BY GEOCACHING 2005 (JDS)
 QQ0572'COLOR HAS CHANGED SINCE FIRST OBSERVATION. COLOR IN 2005 IS SILVER
 QQ0572'WITH BLUE/GREEN TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0573 ***********************************************************************
 QQ0573  DESIGNATION -  WILMOT W HIGHER WHITE SPIRE
 QQ0573  PID         -  QQ0573
 QQ0573  STATE/COUNTY-  SD/ROBERTS
 QQ0573  COUNTRY     -  US
 QQ0573  USGS QUAD   -  WILMOT (2017)
 QQ0573
 QQ0573                         *CURRENT SURVEY CONTROL
 QQ0573  ______________________________________________________________________
 QQ0573* NAD 83(1996) POSITION- 45 24 24.79459(N) 096 51 41.78190(W)   ADJUSTED
 QQ0573  ______________________________________________________________________
 QQ0573  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 QQ0573  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 QQ0573  HORZ ORDER      -  THIRD
 QQ0573
 QQ0573.The horizontal coordinates were established by classical geodetic methods
 QQ0573.and adjusted by the National Geodetic Survey in January 1998.
 QQ0573
 QQ0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0573.GEOID18 height accuracy estimate available here.
 QQ0573
 QQ0573.Click photographs - Photos may exist for this station.
 QQ0573
 QQ0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0573
 QQ0573. The following values were computed from the NAD 83(1996) position.
 QQ0573
 QQ0573;                    North         East     Units Scale Factor Converg.
 QQ0573;SPC SD N     -   179,621.467   845,623.008   MT  0.99995836   +2 13 16.2
 QQ0573;SPC SD N     -   589,308.10  2,774,348.15   sFT  0.99995836   +2 13 16.2
 QQ0573;UTM  14      - 5,030,376.302   667,340.527   MT  0.99994431   +1 31 23.2
 QQ0573
 QQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6734030376(NAD 83)
 QQ0573
 QQ0573                          SUPERSEDED SURVEY CONTROL
 QQ0573
 QQ0573  NAD 83(1986)-  45 24 24.79551(N)    096 51 41.76728(W) AD(       ) 3
 QQ0573  NAD 27      -  45 24 24.93000(N)    096 51 40.51000(W) AD(       ) 3
 QQ0573  USSD        -  45 24 25.09000(N)    096 51 40.94000(W) AD(       ) 3
 QQ0573
 QQ0573.Superseded values are not recommended for survey control.
 QQ0573
 QQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0573.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0573
 QQ0573_MARKER: 90 = CHURCH SPIRE
 QQ0573
 QQ0573  HISTORY     - Date     Condition        Report By
 QQ0573  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0573  HISTORY     - 1935     GOOD             CGS
 QQ0573
 QQ0573                          STATION DESCRIPTION
 QQ0573
 QQ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 QQ0573'THIS IS THE WILMOT LUTHERAN CHURCH.  IT IS STILL THE SAME AS IN
 QQ0573'1903.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0724 ***********************************************************************
 OQ0724  DESIGNATION -  WILSON
 OQ0724  PID         -  OQ0724
 OQ0724  STATE/COUNTY-  SD/LINCOLN
 OQ0724  COUNTRY     -  US
 OQ0724  USGS QUAD   -  HARRISBURG (2017)
 OQ0724
 OQ0724                         *CURRENT SURVEY CONTROL
 OQ0724  ______________________________________________________________________
 OQ0724* NAD 83(1996) POSITION- 43 29 55.76871(N) 096 43 52.20889(W)   ADJUSTED
 OQ0724* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 OQ0724  ______________________________________________________________________
 OQ0724  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 OQ0724  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 OQ0724  HORZ ORDER      -  FIRST
 OQ0724
 OQ0724.The horizontal coordinates were established by classical geodetic methods
 OQ0724.and adjusted by the National Geodetic Survey in January 1998.
 OQ0724
 OQ0724.The orthometric height was scaled from a topographic map.
 OQ0724
 OQ0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0724.GEOID18 height accuracy estimate available here.
 OQ0724
 OQ0724.Click photographs - Photos may exist for this station.
 OQ0724
 OQ0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0724
 OQ0724. The following values were computed from the NAD 83(1996) position.
 OQ0724
 OQ0724;                    North         East     Units Scale Factor Converg.
 OQ0724;SPC SD S     -   135,791.691   891,218.908   MT  0.99990904   +2 29 05.9
 OQ0724;SPC SD S     -   445,509.91  2,923,940.70   sFT  0.99990904   +2 29 05.9
 OQ0724;UTM  14      - 4,818,711.399   683,428.253   MT  1.00001388   +1 33 43.8
 OQ0724
 OQ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0724!SPC SD S     -   0.99993055  x   0.99990904  =   0.99983960
 OQ0724!UTM  14      -   0.99993055  x   1.00001388  =   0.99994443
 OQ0724
 OQ0724:                Primary Azimuth Mark                     Grid Az
 OQ0724:SPC SD S     -  WILSON AZ MK                             327 56 30.6
 OQ0724:UTM  14      -  WILSON AZ MK                             328 51 52.7
 OQ0724
 OQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8342818711(NAD 83)
 OQ0724
 OQ0724|---------------------------------------------------------------------|
 OQ0724| PID    Reference Object                     Distance      Geod. Az  |
 OQ0724|                                                           dddmmss.s |
 OQ0724| OQ0789 WILSON                              165.457 METERS 01803     |
 OQ0724| OQ0725 WILSON 2                             28.856 METERS 05108     |
 OQ0724| CO4106 WILSON RM 1                          13.886 METERS 23715     |
 OQ0724| CO4107 WILSON RM 2                          18.151 METERS 32129     |
 OQ0724| CO4105 WILSON AZ MK                                       3302536.5 |
 OQ0724|---------------------------------------------------------------------|
 OQ0724
 OQ0724                          SUPERSEDED SURVEY CONTROL
 OQ0724
 OQ0724  NAD 83(1995)-  43 29 55.77064(N)    096 43 52.20704(W) AD(       ) 1
 OQ0724  NAD 83(1986)-  43 29 55.77033(N)    096 43 52.18690(W) AD(       ) 1
 OQ0724  NAD 27      -  43 29 55.86000(N)    096 43 51.00500(W) AD(       ) 1
 OQ0724
 OQ0724.Superseded values are not recommended for survey control.
 OQ0724
 OQ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0724.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0724
 OQ0724_MARKER: DS = TRIANGULATION STATION DISK
 OQ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0724_STAMPING: WILSON 1935
 OQ0724_MARK LOGO: CGS
 OQ0724_PROJECTION: FLUSH
 OQ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0724+STABILITY: SURFACE MOTION
 OQ0724
 OQ0724  HISTORY     - Date     Condition        Report By
 OQ0724  HISTORY     - 1935     MONUMENTED       CGS
 OQ0724  HISTORY     - 1956     GOOD             CGS
 OQ0724  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OQ0724
 OQ0724                          STATION DESCRIPTION
 OQ0724
 OQ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0724'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF SIOUX FALLS, ON
 OQ0724'PROPERTY OWNED BY A MR. WILSON.
 OQ0724'
 OQ0724'TO REACH FROM THE Y.M.C.A. AT THE CORNER OF WEST ELEVENTH STREET
 OQ0724'AND SOUTH MINNESOTA AVENUE (U.S. HIGHWAY 77) IN SIOUX FALLS, GO
 OQ0724'SOUTH ON U.S. HIGHWAY 77 FOR 3.05 MILES, WHERE U.S. HIGHWAY 77
 OQ0724'TURNS LEFT (EAST) CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.1
 OQ0724'MILE TO STATION ON LEFT (EAST).  MARK IS 25 FEET EAST OF
 OQ0724'CENTERLINE OF ROAD, 50 FEET NORTH OF NORTHWEST CORNER OF HOUSE,
 OQ0724'AND IS FLUSH WITH GROUND.
 OQ0724'
 OQ0724'REFERENCE MARK NO. 1 IS WEST BY SOUTH OF STATION, 1 FOOT WEST
 OQ0724'OF FENCE, 11 FEET WEST OF CENTERLINE OF ROAD, AND PROJECTS 6 INCHES.
 OQ0724'
 OQ0724'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 1 FOOT WEST OF
 OQ0724'FENCE, 11 FEET WEST OF CENTERLINE OF ROAD, AND PROJECTS 6 INCHES.
 OQ0724'
 OQ0724'AZIMUTH MARK IS NORTHWEST OF STATION.  TO REACH, GO NORTH FOR
 OQ0724'1.1 MILES, TURN LEFT (WEST), GO 0.6 MILE TO MARK ON RIGHT (NORTH)
 OQ0724'IN NORTHWEST CORNER OF T-ROAD INTERSECTION.  MARK IS 18 FEET
 OQ0724'WEST OF CENTERLINE OF ROAD, 35 FEET NORTH OF CENTERLINE OF ROAD,
 OQ0724'AND PROJECTS 4 INCHES.
 OQ0724'
 OQ0724'THERE IS A S. DAK. GEOD. S. MARK 543.27 FEET (165.510 METERS)
 OQ0724'NORTH BY EAST OF THE STATION, TO WHICH A TIE WAS MADE.  MARK IS
 OQ0724'A BRASS DISK SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING
 OQ0724'3 INCHES, AND IS 50 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 77
 OQ0724'AND 150 FEET EAST OF CENTERLINE OF DIRT ROAD.
 OQ0724'
 OQ0724'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 OQ0724
 OQ0724                          STATION RECOVERY (1956)
 OQ0724
 OQ0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 OQ0724'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 OQ0724'GOOD CONDITION.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 OQ0724
 OQ0724                          STATION RECOVERY (1959)
 OQ0724
 OQ0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 OQ0724'STATION RECOVERED AS DESCRIBED EXCEPT THAT IT WAS FOUND TO BE
 OQ0724'IN LINCOLN COUNTY.  ALL MARKS WERE IN GOOD CONDITION BUT THE
 OQ0724'STATION MARK WAS IN THE WAY OF CONSTRUCTION OF A NEW HOUSE.
 OQ0724'
 OQ0724'A NEW STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  SEE
 OQ0724'DESCRIPTION FOR WILSON 2 FOR DETAILS.
 OQ0724'
 OQ0724'FOLLOWING ARE OBSERVATIONS MADE AT THIS STATION IN 1959--
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0789 ***********************************************************************
 OQ0789  DESIGNATION -  WILSON
 OQ0789  PID         -  OQ0789
 OQ0789  STATE/COUNTY-  SD/LINCOLN
 OQ0789  COUNTRY     -  US
 OQ0789  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0789
 OQ0789                         *CURRENT SURVEY CONTROL
 OQ0789  ______________________________________________________________________
 OQ0789* NAD 83(1996) POSITION- 43 30 00.86616(N) 096 43 49.92716(W)   ADJUSTED
 OQ0789* NAVD 88 ORTHO HEIGHT -   462.    (meters)     1516.    (feet) SCALED
 OQ0789  ______________________________________________________________________
 OQ0789  GEOID HEIGHT    -        -26.372 (meters)                     GEOID18
 OQ0789  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 OQ0789  HORZ ORDER      -  SECOND
 OQ0789
 OQ0789.The horizontal coordinates were established by classical geodetic methods
 OQ0789.and adjusted by the National Geodetic Survey in January 1998.
 OQ0789
 OQ0789.The orthometric height was scaled from a topographic map.
 OQ0789
 OQ0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0789.GEOID18 height accuracy estimate available here.
 OQ0789
 OQ0789.Click photographs - Photos may exist for this station.
 OQ0789
 OQ0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0789
 OQ0789. The following values were computed from the NAD 83(1996) position.
 OQ0789
 OQ0789;                    North         East     Units Scale Factor Converg.
 OQ0789;SPC SD S     -   135,951.068   891,263.295   MT  0.99990899   +2 29 07.4
 OQ0789;SPC SD S     -   446,032.80  2,924,086.33   sFT  0.99990899   +2 29 07.4
 OQ0789;UTM  14      - 4,818,870.057   683,475.207   MT  1.00001409   +1 33 45.5
 OQ0789
 OQ0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0789!SPC SD S     -   0.99993165  x   0.99990899  =   0.99984065
 OQ0789!UTM  14      -   0.99993165  x   1.00001409  =   0.99994574
 OQ0789
 OQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8347518870(NAD 83)
 OQ0789
 OQ0789                          SUPERSEDED SURVEY CONTROL
 OQ0789
 OQ0789  NAD 83(1995)-  43 30 00.86808(N)    096 43 49.92529(W) AD(       ) 2
 OQ0789  NAD 83(1986)-  43 30 00.86895(N)    096 43 49.90457(W) AD(       ) 2
 OQ0789  NAD 27      -  43 30 00.95900(N)    096 43 48.72200(W) AD(       ) 2
 OQ0789
 OQ0789.Superseded values are not recommended for survey control.
 OQ0789
 OQ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0789.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0789
 OQ0789_MARKER: DD = SURVEY DISK
 OQ0789_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0789_MARK LOGO: CGS+SS
 OQ0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0789
 OQ0789  HISTORY     - Date     Condition        Report By
 OQ0789  HISTORY     - 1934     MONUMENTED       SDGS
 OQ0789  HISTORY     - 1935     GOOD             CGS
 OQ0789
 OQ0789                          STATION DESCRIPTION
 OQ0789
 OQ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 OQ0789'ORIGINAL DESCRIPTION NOT AVAILABLE.  MARK IS LOCATED ABOUT 3-1/2
 OQ0789'MILES SOUTH OF SIOUX FALLS, ON PROPERTY OWNED BY MR. WILSON.
 OQ0789'
 OQ0789'TO REACH FROM THE Y.M.C.A. AT THE CORNER OF WEST ELEVENTH
 OQ0789'STREET AND SOUTH MINNESOTA AVENUE (U.S. HIGHWAY 77) IN SIOUX
 OQ0789'FALLS, GO SOUTH ON U.S. HIGHWAY 77 FOR 2.95 MILES TO MARK ON
 OQ0789'RIGHT, (SOUTH) AT POINT WHERE ROAD TURNS LEFT (EAST).  MARK
 OQ0789'CONSISTS OF A BRASS DISK, STAMPED U.S. COAST AND GEODETIC SURVEY
 OQ0789'AND STATE SURVEY, SET IN A 6-INCH SQUARE CONCRETE POST
 OQ0789'PROJECTING 3 INCHES AND IS 50 FEET SOUTH OF CENTERLINE OF U.S.
 OQ0789'HIGHWAY 77, 150 FEET EAST OF CENTERLINE OF DIRT ROAD, AND 100
 OQ0789'FEET EAST OF NORTHEAST CORNER OF THE CHECKERBOARD INN.  MARK
 OQ0789'WAS TIED IN TO U.S. COAST AND GEODETIC SURVEY TRIANGULATION
 OQ0789'STATION WILSON, WHICH IS 543.27 FEET (165.510 METERS) SOUTH BY
 OQ0789'WEST OF MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2201 ***********************************************************************
 PU2201  DESIGNATION -  WILSON
 PU2201  PID         -  PU2201
 PU2201  STATE/COUNTY-  SD/MEADE
 PU2201  COUNTRY     -  US
 PU2201  USGS QUAD   -  ELM SPRINGS SW (2017)
 PU2201
 PU2201                         *CURRENT SURVEY CONTROL
 PU2201  ______________________________________________________________________
 PU2201* NAD 83(1996) POSITION- 44 17 59.54946(N) 102 37 42.28379(W)   ADJUSTED
 PU2201* NAVD 88 ORTHO HEIGHT -   828.    (meters)     2717.    (feet) SCALED
 PU2201  ______________________________________________________________________
 PU2201  GEOID HEIGHT    -        -18.305 (meters)                     GEOID18
 PU2201  LAPLACE CORR    -         -7.30  (seconds)                    DEFLEC18
 PU2201  HORZ ORDER      -  SECOND
 PU2201
 PU2201.The horizontal coordinates were established by classical geodetic methods
 PU2201.and adjusted by the National Geodetic Survey in January 1998.
 PU2201
 PU2201.The orthometric height was scaled from a topographic map.
 PU2201
 PU2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2201.GEOID18 height accuracy estimate available here.
 PU2201
 PU2201.Click photographs - Photos may exist for this station.
 PU2201
 PU2201.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2201
 PU2201. The following values were computed from the NAD 83(1996) position.
 PU2201
 PU2201;                    North         East     Units Scale Factor Converg.
 PU2201;SPC SD N     -    55,248.424   390,281.497   MT  1.00002442   -1 51 36.8
 PU2201;SPC SD N     -   181,260.87  1,280,448.54   sFT  1.00002442   -1 51 36.8
 PU2201;UTM  13      - 4,907,915.447   689,181.061   MT  1.00004017   +1 39 24.6
 PU2201
 PU2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2201!SPC SD N     -   0.99987298  x   1.00002442  =   0.99989740
 PU2201!UTM  13      -   0.99987298  x   1.00004017  =   0.99991315
 PU2201
 PU2201:                Primary Azimuth Mark                     Grid Az
 PU2201:SPC SD N     -  WILSON AZ MK                             181 17 34.2
 PU2201:UTM  13      -  WILSON AZ MK                             177 46 32.8
 PU2201
 PU2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8918107915(NAD 83)
 PU2201
 PU2201|---------------------------------------------------------------------|
 PU2201| PID    Reference Object                     Distance      Geod. Az  |
 PU2201|                                                           dddmmss.s |
 PU2201| CQ4436 WILSON AZ MK                                       1792557.4 |
 PU2201| CQ4437 WILSON RM 1                           7.685 METERS 18558     |
 PU2201| PU2200 TT 9 WDR                              7.032 METERS 35433     |
 PU2201|---------------------------------------------------------------------|
 PU2201
 PU2201                          SUPERSEDED SURVEY CONTROL
 PU2201
 PU2201  NAD 83(1993)-  44 17 59.54148(N)    102 37 42.28497(W) AD(       ) 2
 PU2201  NAD 83(1986)-  44 17 59.54136(N)    102 37 42.28575(W) AD(       ) 2
 PU2201  NAD 27      -  44 17 59.59000(N)    102 37 40.68700(W) AD(       ) 2
 PU2201
 PU2201.Superseded values are not recommended for survey control.
 PU2201
 PU2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2201.See file dsdata.pdf to determine how the superseded data were derived.
 PU2201
 PU2201_MARKER: DS = TRIANGULATION STATION DISK
 PU2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2201_STAMPING: WILSON 1951
 PU2201_MARK LOGO: CGS
 PU2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2201+STABILITY: SURFACE MOTION
 PU2201
 PU2201  HISTORY     - Date     Condition        Report By
 PU2201  HISTORY     - 1951     MONUMENTED       CGS
 PU2201
 PU2201                          STATION DESCRIPTION
 PU2201
 PU2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2201'THE STATION IS LOCATED ON LAND OWNED BY MR. CHARLES WILSON,
 PU2201'ABOUT 18 MILES NORTHEAST OF NEW UNDERWOOD, ABOUT 14 MILES
 PU2201'NORTHWEST OF WICKSVILLE, ABOUT 5 MILES WEST AND 1 MILE SOUTH
 PU2201'OF ELM SPRINGS, IN THE SOUTHEAST 1/4 SECTION 14, T 4 N, R 12 E,
 PU2201'12 FEET NORTH OF A WITNESS POST, 8 FEET WEST OF THE CENTER OF A
 PU2201'TRACK ROAD, AND 3 FEET EAST OF A WIRE FENCE.
 PU2201'
 PU2201'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN ELM
 PU2201'SPRINGS, GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSS
 PU2201'ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.5
 PU2201'MILES TO A SIDE ROAD LEFT.  CONTINUE WEST FOR 1.5 MILES TO
 PU2201'TWO WIRE GATES ON THE RIGHT AND ONE WIRE GATE ON THE LEFT.
 PU2201'TURN RIGHT THROUGH THE WEST GATE AND GO NORTH ALONG THE WEST
 PU2201'SIDE OF A FENCE ON A TRACK ROAD FOR 0.65 MILE TO THE
 PU2201'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.35 MILE TO A
 PU2201'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH ALONG
 PU2201'THE EAST SIDE OF THE FENCE FOR 0.1 MILE TO THE STATION ON
 PU2201'THE LEFT.
 PU2201'
 PU2201'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PU2201'WILSON 1951.
 PU2201'
 PU2201'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF THE WIRE FENCE.  IT
 PU2201'PROJECTS 5 INCHES, AND THE DISK IS STAMPED WILSON NO 1 1951.
 PU2201'
 PU2201'TT 9 WDR (USGS) IS 1 FOOT EAST OF THE WIRE FENCE.  IT IS
 PU2201'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET I THE
 PU2201'TOP OF A 6-INCH CONCRETE CYLINDER.  IT PROJECTS 4 INCHES, AND
 PU2201'THE DISK IS STAMPED TT 9 WDR 1950.
 PU2201'
 PU2201'THE AZIMUTH MARK IS 10 FEET EAST OF THE CENTER OF THE TRACK
 PU2201'ROAD AND 3 FEET WEST OF THE WIRE FENCE.  IT PROJECTS 7 INCHES,
 PU2201'AND THE DISK IS STAMPED WILSON 1951.
 PU2201'
 PU2201'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 PU2201'SET IN THE TOPS OF 12-ICH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2273 ***********************************************************************
 PU2273  DESIGNATION -  WILSON
 PU2273  PID         -  PU2273
 PU2273  STATE/COUNTY-  SD/BUTTE
 PU2273  COUNTRY     -  US
 PU2273  USGS QUAD   -  NEWELL (2017)
 PU2273
 PU2273                         *CURRENT SURVEY CONTROL
 PU2273  ______________________________________________________________________
 PU2273* NAD 83(1996) POSITION- 44 38 40.09859(N) 103 23 19.77643(W)   ADJUSTED
 PU2273* NAVD 88 ORTHO HEIGHT -   887.    (meters)     2910.    (feet) SCALED
 PU2273  ______________________________________________________________________
 PU2273  GEOID HEIGHT    -        -16.380 (meters)                     GEOID18
 PU2273  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 PU2273  HORZ ORDER      -  SECOND
 PU2273
 PU2273.The horizontal coordinates were established by classical geodetic methods
 PU2273.and adjusted by the National Geodetic Survey in January 1998.
 PU2273
 PU2273.The orthometric height was scaled from a topographic map.
 PU2273
 PU2273.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2273.GEOID18 height accuracy estimate available here.
 PU2273
 PU2273.Click photographs - Photos may exist for this station.
 PU2273
 PU2273.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2273
 PU2273. The following values were computed from the NAD 83(1996) position.
 PU2273
 PU2273;                    North         East     Units Scale Factor Converg.
 PU2273;SPC SD N     -    95,761.353   331,242.629   MT  0.99996416   -2 23 54.2
 PU2273;SPC SD N     -   314,177.04  1,086,751.86   sFT  0.99996416   -2 23 54.2
 PU2273;UTM  13      - 4,944,719.497   627,768.178   MT  0.99980075   +1 07 56.4
 PU2273
 PU2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2273!SPC SD N     -   0.99986344  x   0.99996416  =   0.99982760
 PU2273!UTM  13      -   0.99986344  x   0.99980075  =   0.99966421
 PU2273
 PU2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2776844719(NAD 83)
 PU2273
 PU2273                          SUPERSEDED SURVEY CONTROL
 PU2273
 PU2273  NAD 83(1993)-  44 38 40.09197(N)    103 23 19.77667(W) AD(       ) 2
 PU2273  NAD 83(1986)-  44 38 40.08806(N)    103 23 19.77256(W) AD(       ) 2
 PU2273  NAD 27      -  44 38 40.13930(N)    103 23 18.10200(W) AD(       ) 2
 PU2273
 PU2273.Superseded values are not recommended for survey control.
 PU2273
 PU2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2273.See file dsdata.pdf to determine how the superseded data were derived.
 PU2273
 PU2273_MARKER: P = PIPE CAP
 PU2273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PU2273_MARK LOGO: USGS
 PU2273_MAGNETIC: P = MARKER IS A STEEL PIPE
 PU2273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2273
 PU2273  HISTORY     - Date     Condition        Report By
 PU2273  HISTORY     - UNK      MONUMENTED       USGS
 PU2273  HISTORY     - 1951     GOOD             CGS
 PU2273
 PU2273                          STATION DESCRIPTION
 PU2273
 PU2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2273'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NEWELL, ON THE
 PU2273'SUMMIT OF A HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PU2273'VICINITY, AND ON LAND OWNED BY A. SCHIEK.  IT IS 21 FEET
 PU2273'NORTHWEST OF A WITNESS POST.
 PU2273'
 PU2273'TO REACH THE STATION FROM THE POST OFFICE IN NEWELL.  GO
 PU2273'SOUTH ON U.S. HIGHWAY 212 AND STATE HIGHWAY 79 FOR 3.7 MILES
 PU2273'TO THEIR JUNCTION.  CONTINUE SOUTH ON HIGHWAY 79 FOR 2.1
 PU2273'MILES TO A CROSSROADS.  TURN LEFT AND GO EAST 2.0 MILES TO A
 PU2273'T-ROAD.  TURN RIGHT AND GO SOUTH 0.3 MILE TO A GATE ON THE
 PU2273'RIGHT.  PASS THROUGH THE GATE AND GO WEST 0.1 MILE TO THE
 PU2273'HIGHEST POINT AND THE STATION.
 PU2273'
 PU2273'THE MARK IS A UNITED STATES GEOLOGICAL SURVEY BENCH MARK BRONZE
 PU2273'CAP, BOLTED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 PU2273'12 INCHES.  THE CAP IS NOT STAMPED.
 PU2273'
 PU2273'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PU2273'VALE AND THE DISTANCE WAS FOUND TO BE 11.48 FEET OR 3.499 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0452 ***********************************************************************
 QT0452  DESIGNATION -  WILSON
 QT0452  PID         -  QT0452
 QT0452  STATE/COUNTY-  SD/PERKINS
 QT0452  COUNTRY     -  US
 QT0452  USGS QUAD   -  SQUARE TOP BUTTE (2017)
 QT0452
 QT0452                         *CURRENT SURVEY CONTROL
 QT0452  ______________________________________________________________________
 QT0452* NAD 83(1996) POSITION- 45 31 51.83583(N) 102 34 30.63765(W)   ADJUSTED
 QT0452* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 QT0452  ______________________________________________________________________
 QT0452  GEOID HEIGHT    -        -17.906 (meters)                     GEOID18
 QT0452  LAPLACE CORR    -         -6.28  (seconds)                    DEFLEC18
 QT0452  HORZ ORDER      -  THIRD
 QT0452
 QT0452.The horizontal coordinates were established by classical geodetic methods
 QT0452.and adjusted by the National Geodetic Survey in January 1998.
 QT0452
 QT0452.The orthometric height was scaled from a topographic map.
 QT0452
 QT0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0452.GEOID18 height accuracy estimate available here.
 QT0452
 QT0452.Click photographs - Photos may exist for this station.
 QT0452
 QT0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0452
 QT0452. The following values were computed from the NAD 83(1996) position.
 QT0452
 QT0452;                    North         East     Units Scale Factor Converg.
 QT0452;SPC SD N     -   191,859.743   398,878.973   MT  0.99997417   -1 49 21.2
 QT0452;SPC SD N     -   629,459.84  1,308,655.43   sFT  0.99997417   -1 49 21.2
 QT0452;UTM  13      - 5,044,807.820   689,338.474   MT  1.00004077   +1 43 51.4
 QT0452
 QT0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0452!SPC SD N     -   0.99986902  x   0.99997417  =   0.99984320
 QT0452!UTM  13      -   0.99986902  x   1.00004077  =   0.99990979
 QT0452
 QT0452:                Primary Azimuth Mark                     Grid Az
 QT0452:SPC SD N     -  WILSON AZ MK                             091 41 43.1
 QT0452:UTM  13      -  WILSON AZ MK                             088 08 30.5
 QT0452
 QT0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8933844807(NAD 83)
 QT0452
 QT0452|---------------------------------------------------------------------|
 QT0452| PID    Reference Object                     Distance      Geod. Az  |
 QT0452|                                                           dddmmss.s |
 QT0452| AI2560 WILSON AZ MK                                       0895221.9 |
 QT0452| QT0395 BISON MUNICIPAL TANK                APPROX. 9.0 KM 0953921.1 |
 QT0452| AI2559 WILSON RM 2                           9.924 METERS 27113     |
 QT0452| AI2558 WILSON RM 1                          11.933 METERS 35506     |
 QT0452|---------------------------------------------------------------------|
 QT0452
 QT0452                          SUPERSEDED SURVEY CONTROL
 QT0452
 QT0452  NAD 83(1993)-  45 31 51.82667(N)    102 34 30.63540(W) AD(       ) 3
 QT0452  NAD 83(1986)-  45 31 51.82643(N)    102 34 30.63531(W) AD(       ) 3
 QT0452  NAD 27      -  45 31 51.87000(N)    102 34 29.05200(W) AD(       ) 3
 QT0452
 QT0452.Superseded values are not recommended for survey control.
 QT0452
 QT0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0452.See file dsdata.pdf to determine how the superseded data were derived.
 QT0452
 QT0452_MARKER: DS = TRIANGULATION STATION DISK
 QT0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0452_STAMPING: WILSON 1952
 QT0452_MARK LOGO: CGS
 QT0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0452+STABILITY: SURFACE MOTION
 QT0452
 QT0452  HISTORY     - Date     Condition        Report By
 QT0452  HISTORY     - 1952     MONUMENTED       CGS
 QT0452  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0452
 QT0452                          STATION DESCRIPTION
 QT0452
 QT0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0452'THE STATION IS IN SECTION 7, T 18 N, R 13 E, ON THE RIGHT-OF-WAY
 QT0452'OF STATE HIGHWAY 8, ABOUT 5-1/2 MILES WEST AND 1/2 MILE NORTH
 QT0452'OF BISON, 55 FEET NORTH OF THE CENTER OF THE HIGHWAY, 14 FEET
 QT0452'SOUTH OF A POWERLINE POLE AND 4 FEET NORTHWEST OF A 4 X 4 INCH
 QT0452'WITNESS POST.
 QT0452'
 QT0452'TO REACH THE STATION FROM THE T-INTERSECTION 1/2 MILE NORTH OF
 QT0452'BISON, GO WEST ON STATE HIGHWAY 8 FOR 4.8 MILES TO THE AZIMUTH
 QT0452'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.05 MILE TO A
 QT0452'SIDE ROAD TO THE LEFT, CONTINUE WEST ON THE HIGHWAY FOR 0.75
 QT0452'MILE TO THE STATION ON THE RIGHT.
 QT0452'
 QT0452'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WILSON
 QT0452'1952.
 QT0452'
 QT0452'REFERENCE MARK 1 IS 23 FEET NORTH OF A POWERLINE POLE.  THE MARK
 QT0452'PROJECTS 2 INCHES AND THE DISK IS STAMPED WILSON NO 1 1952.
 QT0452'
 QT0452'REFERENCE MARK 2 IS 55 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 QT0452'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WILSON NO 2
 QT0452'1952.
 QT0452'
 QT0452'THE AZIMUTH MARK IS 67 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3
 QT0452'FEET SOUTH OF A POWERLINE POLE AND 2 FEET WEST OF A 4 X 4 INCH
 QT0452'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0452'WILSON 1952.
 QT0452'
 QT0452'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0452
 QT0452                          STATION RECOVERY (1999)
 QT0452
 QT0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0452'THE CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK
 QT0452'MISSING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0725 ***********************************************************************
 OQ0725  DESIGNATION -  WILSON 2
 OQ0725  PID         -  OQ0725
 OQ0725  STATE/COUNTY-  SD/LINCOLN
 OQ0725  COUNTRY     -  US
 OQ0725  USGS QUAD   -  HARRISBURG (2017)
 OQ0725
 OQ0725                         *CURRENT SURVEY CONTROL
 OQ0725  ______________________________________________________________________
 OQ0725* NAD 83(1996) POSITION- 43 29 56.35544(N) 096 43 51.20885(W)   NO CHECK
 OQ0725* NAVD 88 ORTHO HEIGHT -   469.    (meters)     1539.    (feet) SCALED
 OQ0725  ______________________________________________________________________
 OQ0725  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 OQ0725  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 OQ0725  HORZ ORDER      -  SECOND
 OQ0725
 OQ0725.The horizontal coordinates were established by classical geodetic methods
 OQ0725.and adjusted by the National Geodetic Survey in January 1998.
 OQ0725
 OQ0725.No horizontal observational check was made to the station.
 OQ0725
 OQ0725.The orthometric height was scaled from a topographic map.
 OQ0725
 OQ0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0725.GEOID18 height accuracy estimate available here.
 OQ0725
 OQ0725.Click photographs - Photos may exist for this station.
 OQ0725
 OQ0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0725
 OQ0725. The following values were computed from the NAD 83(1996) position.
 OQ0725
 OQ0725;                    North         East     Units Scale Factor Converg.
 OQ0725;SPC SD S     -   135,810.754   891,240.567   MT  0.99990903   +2 29 06.5
 OQ0725;SPC SD S     -   445,572.45  2,924,011.76   sFT  0.99990903   +2 29 06.5
 OQ0725;UTM  14      - 4,818,730.113   683,450.218   MT  1.00001398   +1 33 44.5
 OQ0725
 OQ0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0725!SPC SD S     -   0.99993055  x   0.99990903  =   0.99983959
 OQ0725!UTM  14      -   0.99993055  x   1.00001398  =   0.99994453
 OQ0725
 OQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8345018730(NAD 83)
 OQ0725
 OQ0725|---------------------------------------------------------------------|
 OQ0725| PID    Reference Object                     Distance      Geod. Az  |
 OQ0725|                                                           dddmmss.s |
 OQ0725| OQ0789 WILSON                              142.156 METERS 01141     |
 OQ0725| CO4108 WILSON 2 RM 3                        14.600 METERS 22836     |
 OQ0725| OQ0724 WILSON                               28.856 METERS 23108     |
 OQ0725| CO4106 WILSON RM 1                          42.762 METERS 23307     |
 OQ0725| CO4107 WILSON RM 2                          34.023 METERS 26323     |
 OQ0725| CO4109 WILSON 2 RM 4                        15.426 METERS 31210     |
 OQ0725|---------------------------------------------------------------------|
 OQ0725
 OQ0725                          SUPERSEDED SURVEY CONTROL
 OQ0725
 OQ0725  NAD 83(1995)-  43 29 56.35737(N)    096 43 51.20699(W) AD(       ) 2
 OQ0725  NAD 83(1986)-  43 29 56.35737(N)    096 43 51.18637(W) AD(       ) 2
 OQ0725  NAD 27      -  43 29 56.44670(N)    096 43 50.00499(W) AD(       ) 2
 OQ0725
 OQ0725.Superseded values are not recommended for survey control.
 OQ0725
 OQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0725.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0725
 OQ0725_MARKER: DS = TRIANGULATION STATION DISK
 OQ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0725_STAMPING: WILSON 2 1959
 OQ0725_MARK LOGO: CGS
 OQ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0725+STABILITY: SURFACE MOTION
 OQ0725
 OQ0725  HISTORY     - Date     Condition        Report By
 OQ0725  HISTORY     - 1959     MONUMENTED       CGS
 OQ0725  HISTORY     - 1961     GOOD             CGS
 OQ0725
 OQ0725                          STATION DESCRIPTION
 OQ0725
 OQ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 OQ0725'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THE CENTER OF SIOUX
 OQ0725'FALLS AND ABOUT 0.1 MILE SOUTH OF POINT WHERE U.S. HIGHWAY 77 TURNS
 OQ0725'TO LEFT.  IT IS THOUGHT TO BE IN THE EDGE OF LINCOLN COUNTY AND IS
 OQ0725'ON LAND OWNED BY MR. RALPH RODGERS.  MR. RODGERS IS GOING TO BUILD
 OQ0725'A NEW HOUSE IN THE VICINITY AND THE ORIGINAL STATION WILSON WAS
 OQ0725'IN THE WAY OF CONSTRUCTION.
 OQ0725'
 OQ0725'THE ORIGINAL AZIMUTH MARK WAS NOT VISABLE FROM THE GROUND AT THE
 OQ0725'STATION SO THIS MARK WAS DESTROYED.  THE 1935 REFERENCE MARKS WERE
 OQ0725'FOUND IN GOOD CONDITION SO THESE MARKS WERE USED FOR REFERENCE
 OQ0725'MARKS FOR THE NEW STATION.
 OQ0725'
 OQ0725'R.M. NO. 1 IS SOUTHWEST OF THE STATION, ABOUT 11 FEET WEST OF CENTER
 OQ0725'LINE OF LANE, 1 FOOT EAST OF A FENCE AND IS UNDER A POWER POLE GUY
 OQ0725'WIRE.  A STANDARD REFERENCE MARK DISK STAMPED WILSON NO 1 1939
 OQ0725'AND SET IN TOP OF CONCRETE POST.
 OQ0725'
 OQ0725'R.M. NO. 2 IS WEST OF THE STATION, ABOUT 11 FEET WEST OF THE CENTER
 OQ0725'LINE OF THE LANE AND 1 FOOT EAST OF A WIRE FENCE.  A STANDARD
 OQ0725'REFERENCE MARK DISK STAMPED WILSON NO 2 1939 AND SET IN TOP OF A
 OQ0725'CONCRETE POST.  THE ARROW ON THE DISK POINTS SOUTHEAST RATHER THAN
 OQ0725'TOWARD THE STATION.
 OQ0725'
 OQ0725'THE STATION MARK IS NORTHEAST OF THE PROPOSED SITE FOR THE NEW
 OQ0725'HOUSE, 95 FEET EAST OF THE CENTER LINE OF THE PRESENT LANE, 15 FEET
 OQ0725'SOUTH OF A FENCE CORNER AND 2 FEET WEST OF A NORTH-SOUTH FENCE.
 OQ0725'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WILSON 2 1959.
 OQ0725'
 OQ0725'TO REACH THE STATION FROM SIOUX FALLS, FROM THE CORNER OF WEST
 OQ0725'ELEVENTH STREET AND MINNESOTA AVENUE (U.S. HIGHWAY 77), GO SOUTH ON
 OQ0725'U.S. HIGHWAY 77 FOR 3.05 MILES TO A POINT WHERE THE HIGHWAY TURNS
 OQ0725'LEFT, CONTINUE SOUTH UP A LANE FOR 0.1 MILE TO THE STATION ON THE
 OQ0725'LEFT.
 OQ0725'
 OQ0725'THE S. DAK. GEODETIC SURVEY MARK IS ABOUT 0.1 MILE NORTH-NORTHEAST
 OQ0725'OF THE STATION, ABOUT 150 FEET EAST OF THE CENTER LINE OF THE LANE
 OQ0725'LEADING TO THE STATION AND 1 FOOT SOUTH OF THE SOUTH RIGHT OF WAY
 OQ0725'FENCE OF U.S. HIGHWAY 77.  IT IS A STANDARD U.S. COAST AND
 OQ0725'GEODETIC AND STATE SURVEY DISK SET IN TOP OF A CONCRETE POST
 OQ0725'PROJECTING ABOUT 2 INCHES.
 OQ0725
 OQ0725                          STATION RECOVERY (1961)
 OQ0725
 OQ0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 OQ0725'THE STATION AND S. DAK. GEOD. SUR. MARK WERE RECOVERED AND FOUND IN
 OQ0725'GOOD CONDITION.
 OQ0725'
 OQ0725'A LETTER WAS RECEIVED FROM THE LAND OWNER, MR. R.J. ROGERS,
 OQ0725'CONCERNING THE NECESSITY FOR MOVING THE REFERENCE MARKS AS THEY WERE
 OQ0725'IN THE WAY OF LANDSCAPING.  MR. ROGERS BUILT A NEW HOUSE AT THE
 OQ0725'FORMER SITE OF STATION WILSON SO A NEW STATION WAS ESTABLISHED IN
 OQ0725'1959.  AT THE TIME THE NEW STATION WAS ESTABLISHED IT WAS DIFFICULT
 OQ0725'TO DETERMINE WHETHER THE REFERENCE MARKS WERE GOING TO BE IN THE
 OQ0725'WAY.  WHEN THE STATION SITE WAS VISITED IN 1961 THE REFERENCE
 OQ0725'MARKS WERE FOUND TO BE PROJECTING ABOUT 3 FEET AS THE DIRT
 OQ0725'HAD BEEN REMOVED FROM AROUND THEM.  THESE MARKS WERE MOVED AND
 OQ0725'THE DISKS RESTAMPED.
 OQ0725'
 OQ0725'THE STATION MARK IS 87.1 FEET NORTH-NORTHEAST OF THE NORTHWEST
 OQ0725'CORNER OF THE TRIPLE GARAGE, 8 FEET NORTH OF A RAIL FENCE, 2 FEET
 OQ0725'NORTH-NORTHEAST OF A SMALL PINE TREE AND IS ABOUT 2-1/2 FEET EAST
 OQ0725'OF A LINE WITH THE WEST FACE OF THE GARAGE.  THE MARK PROJECTS
 OQ0725'ABOUT 1 INCH AND THE DISK IS STAMPED WILSON 2 1959.
 OQ0725'
 OQ0725'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 41.8 FEET
 OQ0725'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE GARAGE, 3-3/4 FEET
 OQ0725'WEST-NORTHWEST OF A 7-INCH FRUIT TREE AND IS ABOUT ON LINE WITH THE
 OQ0725'WEST FACE OF THE GARAGE.  AT THE TIME THE MARK WAS RESET IT WAS
 OQ0725'ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED WILSON 2 NO 3
 OQ0725'1959.
 OQ0725'
 OQ0725'R.M. NO. 4 IS WEST-NORTHWEST OF THE STATION, AND IS 1 FOOT SOUTH OF A
 OQ0725'RAIL FENCE.  THE MARK IS ABOUT FLUSH WITH THE GROUND AND THE DISK IS
 OQ0725'STAMPED WILSON 2 1959.
 OQ0725'
 OQ0725'THE AZIMUTH MARK (S. DAK. GEOD. S. MK.) IS NORTH-NORTHEAST OF THE
 OQ0725'STATION, ABOUT 150 FEET EAST OF THE LANE LEADING SOUTH TO MR. ROGERS
 OQ0725'HOUSE AND 1 FOOT SOUTH OF THE SOUTH RIGHT OF WAY FENCE ON
 OQ0725'U.S. HIGHWAY 77.
 OQ0725'
 OQ0725'TO REACH THE STATION FROM SIOUX FALLS, FROM THE CORNER OF WEST
 OQ0725'ELEVENTH STREET AND MINNESOTA AVENUE (U.S. HIGHWAY 77), GO SOUTH ON
 OQ0725'U.S. HIGHWAY 77 FOR 3.05 MILES TO A POINT WHERE THE HIGHWAY TURNS
 OQ0725'LEFT, CONTINUE SOUTH UP A LANE FOR 0.1 MILE TO THE ROGERS HOME AND
 OQ0725'STATION TO NORTH OF HOUSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0746 ***********************************************************************
 OT0746  DESIGNATION -  WIMER
 OT0746  PID         -  OT0746
 OT0746  STATE/COUNTY-  SD/BENNETT
 OT0746  COUNTRY     -  US
 OT0746  USGS QUAD   -  BATESLAND (2017)
 OT0746
 OT0746                         *CURRENT SURVEY CONTROL
 OT0746  ______________________________________________________________________
 OT0746* NAD 83(1996) POSITION- 43 12 44.98343(N) 102 00 31.57290(W)   ADJUSTED
 OT0746* NAVD 88 ORTHO HEIGHT -  1064.    (meters)     3491.    (feet) SCALED
 OT0746  ______________________________________________________________________
 OT0746  GEOID HEIGHT    -        -19.159 (meters)                     GEOID18
 OT0746  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 OT0746  HORZ ORDER      -  FIRST
 OT0746
 OT0746.The horizontal coordinates were established by classical geodetic methods
 OT0746.and adjusted by the National Geodetic Survey in January 1998.
 OT0746
 OT0746.The orthometric height was scaled from a topographic map.
 OT0746
 OT0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0746.GEOID18 height accuracy estimate available here.
 OT0746
 OT0746.Click photographs - Photos may exist for this station.
 OT0746
 OT0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0746
 OT0746. The following values were computed from the NAD 83(1996) position.
 OT0746
 OT0746;                    North         East     Units Scale Factor Converg.
 OT0746;SPC SD S     -    99,040.082   463,873.498   MT  0.99993182   -1 09 20.9
 OT0746;SPC SD S     -   324,934.00  1,521,891.63   sFT  0.99993182   -1 09 20.9
 OT0746;UTM  13      - 4,788,757.274   742,975.390   MT  1.00032630   +2 02 56.8
 OT0746;UTM  14      - 4,788,808.405   255,599.725   MT  1.00033485   -2 03 40.1
 OT0746
 OT0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0746!SPC SD S     -   0.99983610  x   0.99993182  =   0.99976793
 OT0746!UTM  13      -   0.99983610  x   1.00032630  =   1.00016234
 OT0746!UTM  14      -   0.99983610  x   1.00033485  =   1.00017089
 OT0746
 OT0746:                Primary Azimuth Mark                     Grid Az
 OT0746:SPC SD S     -  WIMER AZ MK                              344 24 28.7
 OT0746:UTM  13      -  WIMER AZ MK                              341 12 11.0
 OT0746:UTM  14      -  WIMER AZ MK                              345 18 47.9
 OT0746
 OT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4297588757(NAD 83)
 OT0746
 OT0746|---------------------------------------------------------------------|
 OT0746| PID    Reference Object                     Distance      Geod. Az  |
 OT0746|                                                           dddmmss.s |
 OT0746| OS0761 MARTIN MUNICIPAL TANK               APPROX.22.9 KM 1001621.2 |
 OT0746| CQ4442 WIMER RM 1                          150.931 METERS 23709     |
 OT0746| CQ4443 WIMER RM 2                          130.449 METERS 28519     |
 OT0746| CQ4441 WIMER AZ MK                                        3431507.8 |
 OT0746|---------------------------------------------------------------------|
 OT0746
 OT0746                          SUPERSEDED SURVEY CONTROL
 OT0746
 OT0746  NAD 83(1995)-  43 12 44.98354(N)    102 00 31.57294(W) AD(       ) 1
 OT0746  NAD 83(1986)-  43 12 44.97348(N)    102 00 31.57927(W) AD(       ) 1
 OT0746  NAD 27      -  43 12 45.00000(N)    102 00 30.02600(W) AD(       ) 1
 OT0746
 OT0746.Superseded values are not recommended for survey control.
 OT0746
 OT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0746.See file dsdata.pdf to determine how the superseded data were derived.
 OT0746
 OT0746_MARKER: DS = TRIANGULATION STATION DISK
 OT0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0746_STAMPING: WIMER 1936
 OT0746_MARK LOGO: CGS
 OT0746_PROJECTION: RECESSED 30 CENTIMETERS
 OT0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0746+STABILITY: SURFACE MOTION
 OT0746
 OT0746  HISTORY     - Date     Condition        Report By
 OT0746  HISTORY     - 1936     MONUMENTED       CGS
 OT0746
 OT0746                          STATION DESCRIPTION
 OT0746
 OT0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OT0746'STATION IS 17.4 MILES BY ROAD AND 15 MILES AIRLINE WEST-NORTHWEST
 OT0746'OF MARTIN, S. DAK., ABOUT 3 MILES NORTH OF U.S. HIGHWAY 18
 OT0746'ON PROPERTY OWNED BY WILLIAM BEARTAIL, AN INDIAN, AND LEASED
 OT0746'BY DAVE WIMER, AT THE HIGHEST POINT OF RIDGE IN FENCED FIELD,
 OT0746'1/2 MILE SOUTHWEST OF THE WIMER HOUSE, 0.25 MILE SOUTH-SOUTHEAST
 OT0746'OF CROSSROADS, ABOUT 0.2 MILE SOUTH OF EAST-WEST ROAD.  THE
 OT0746'MARK IS 12 INCHES UNDERGROUND.
 OT0746'
 OT0746'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, 1 FOOT EAST
 OT0746'OF FENCE LINE, 30 FEET EAST OF CENTERLINE OF ROAD.  THE
 OT0746'MARK PROJECTS 3 INCHES.
 OT0746'
 OT0746'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION, 1 FOOT
 OT0746'EAST OF FENCE LINE, 30 FEET EAST OF CENTERLINE OF ROAD.  THE
 OT0746'MARK PROJECTS 3 INCHES.  DISTANCE BETWEEN REFERENCE MARKS IS
 OT0746'381.58 FEET.
 OT0746'
 OT0746'THE AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, AT THE NORTHWEST
 OT0746'CORNER OF FIELD IN WHICH THE STATION IS LOCATED, 2 FEET EAST
 OT0746'OF FENCE CORNER, IN SOUTHEAST ANGLE OF CROSSROADS, 20 FEET
 OT0746'SOUTH OF CENTERLINE OF EAST-WEST ROAD, 36 FEET EAST OF CENTERLINE
 OT0746'OF NORTH-SOUTH ROAD.  THE MARK PROJECTS 6 INCHES.
 OT0746'
 OT0746'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OT0746'STATE HIGHWAY 73 IN MARTIN, GO WEST ON U.S. 18 FOR 13.1 MILES
 OT0746'TO CROSSROADS (WHERE 18 TURNS DIRECTLY SOUTH), THENCE NORTH
 OT0746'FOR 3.0 MILES TO CROSSROADS, THENCE WEST FOR 1.0 MILE TO
 OT0746'CROSSROADS AND GATE ON SOUTH INTO FIELD.  TURN SOUTH THROUGH GATE
 OT0746'AND GO SOUTH-SOUTHEAST THROUGH FIELD FOR 0.25 MILE TO
 OT0746'HIGHEST POINT OF RIDGE AND STATION.
 OT0746'
 OT0746'SIGNALS SHOWN FROM THE GROUND AT MARTIN, JOHNSON, FRED, AND
 OT0746'KNEE ARE VISIBLE FROM THE GROUND.
 OT0746'
 OT0746'A SIGNAL 100 FEET ABOVE FAIRVIEW AND BREHMER IS VISIBLE FROM
 OT0746'THE GROUND.
 OT0746'
 OT0746'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0959 ***********************************************************************
 PU0959  DESIGNATION -  WIND
 PU0959  PID         -  PU0959
 PU0959  STATE/COUNTY-  SD/MEADE
 PU0959  COUNTRY     -  US
 PU0959  USGS QUAD   -  OPAL WEST (2017)
 PU0959
 PU0959                         *CURRENT SURVEY CONTROL
 PU0959  ______________________________________________________________________
 PU0959* NAD 83(1986) POSITION- 44 57 53.     (N) 102 34 50.     (W)   SCALED
 PU0959* NAVD 88 ORTHO HEIGHT -   849.050 (meters)     2785.59  (feet) ADJUSTED
 PU0959  ______________________________________________________________________
 PU0959  GEOID HEIGHT    -        -18.088 (meters)                     GEOID18
 PU0959  DYNAMIC HEIGHT  -        848.870 (meters)     2785.00  (feet) COMP
 PU0959  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 PU0959
 PU0959  VERT ORDER      -  SECOND    CLASS 0
 PU0959
 PU0959.The horizontal coordinates were scaled from a map and have
 PU0959.an estimated accuracy of +/- 6 seconds.
 PU0959
 PU0959.The orthometric height was determined by differential leveling and
 PU0959.adjusted by the NATIONAL GEODETIC SURVEY
 PU0959.in June 1991.
 PU0959
 PU0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0959.GEOID18 height accuracy estimate available here.
 PU0959
 PU0959.Click photographs - Photos may exist for this station.
 PU0959
 PU0959.The dynamic height is computed by dividing the NAVD 88
 PU0959.geopotential number by the normal gravity value computed on the
 PU0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0959.degrees latitude (g = 980.6199 gals.).
 PU0959
 PU0959.The modeled gravity was interpolated from observed gravity values.
 PU0959
 PU0959;                    North         East    Units  Estimated Accuracy
 PU0959;SPC SD N     -   128,970.      396,450.      MT  (+/- 180 meters Scaled)
 PU0959
 PU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK908818(NAD 83)
 PU0959
 PU0959                          SUPERSEDED SURVEY CONTROL
 PU0959
 PU0959  NGVD 29 (??/??/92)  848.587  (m)         2784.07   (f) ADJ UNCH    2 0
 PU0959
 PU0959.Superseded values are not recommended for survey control.
 PU0959
 PU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0959.See file dsdata.pdf to determine how the superseded data were derived.
 PU0959
 PU0959_MARKER: DS = TRIANGULATION STATION DISK
 PU0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0959_STAMPING: WIND 1962
 PU0959_MARK LOGO: CGS
 PU0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0959+STABILITY: SURFACE MOTION
 PU0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0959+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1988
 PU0959
 PU0959  HISTORY     - Date     Condition        Report By
 PU0959  HISTORY     - 1962     MONUMENTED       CGS
 PU0959  HISTORY     - 19880910 GOOD             NGS
 PU0959
 PU0959                          STATION DESCRIPTION
 PU0959
 PU0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0959'4.4 MI S FROM MAURINE.
 PU0959'4.35 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT MAURINE,
 PU0959'0.05 MILE EAST OF A WINDMILL, 44 FEET SOUTH OF THE CENTER LINE
 PU0959'OF THE ROAD, 103.8 FEET SOUTH AND ACROSS THE ROAD FROM R. M. 1,
 PU0959'64.5 FEET WEST OF R.M. 2, 7.4 FEET SOUTH OF A FENCE, 8.2 FEET
 PU0959'SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 PU0959'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0959'0.3 FOOT ABOVE THE GROUND.
 PU0959
 PU0959                          STATION RECOVERY (1988)
 PU0959
 PU0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PU0959'7 KM (4.35 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.
 PU0959'HIGHWAY 212 IN MAURINE, 0.1 KM (0.05 MI) EAST FROM A WINDMILL,
 PU0959'13.4 M (44 FT) SOUTH FROM THE CENTER OF THE ROAD, 5.3 M (17.4 FT)
 PU0959'NORTH FROM A FENCE 0.3 M (1.0 FT) EAST FROM A WITNESS, AT THE
 PU0959'NORTHEAST CORNER OF NORTHWEST 1/4 OF SECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2425 ***********************************************************************
 PU2425  DESIGNATION -  WIND RM 3
 PU2425  PID         -  PU2425
 PU2425  STATE/COUNTY-  SD/MEADE
 PU2425  COUNTRY     -  US
 PU2425  USGS QUAD   -  OPAL WEST (2017)
 PU2425
 PU2425                         *CURRENT SURVEY CONTROL
 PU2425  ______________________________________________________________________
 PU2425* NAD 83(1986) POSITION- 44 57 53.     (N) 102 34 50.     (W)   SCALED
 PU2425* NAVD 88 ORTHO HEIGHT -   848.69  (meters)     2784.4   (feet) RESET
 PU2425  ______________________________________________________________________
 PU2425  GEOID HEIGHT    -        -18.088 (meters)                     GEOID18
 PU2425  VERT ORDER      -  THIRD
 PU2425
 PU2425.The horizontal coordinates were scaled from a map and have
 PU2425.an estimated accuracy of +/- 6 seconds.
 PU2425
 PU2425.The orthometric height was computed from unverified reset data.
 PU2425
 PU2425.No vertical observational check was made to the station.
 PU2425
 PU2425.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2425.GEOID18 height accuracy estimate available here.
 PU2425
 PU2425.Click photographs - Photos may exist for this station.
 PU2425
 PU2425;                    North         East    Units  Estimated Accuracy
 PU2425;SPC SD N     -   128,970.      396,450.      MT  (+/- 180 meters Scaled)
 PU2425
 PU2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK908818(NAD 83)
 PU2425
 PU2425                          SUPERSEDED SURVEY CONTROL
 PU2425
 PU2425  NGVD 29 (04/17/07)  848.23   (m)         2782.9    (f) RESET       3  
 PU2425
 PU2425.Superseded values are not recommended for survey control.
 PU2425
 PU2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2425.See file dsdata.pdf to determine how the superseded data were derived.
 PU2425
 PU2425_MARKER: DR = REFERENCE MARK DISK
 PU2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2425_STAMPING: WIND NO 3 1988
 PU2425_MARK LOGO: NGS
 PU2425_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2425+STABILITY: SURFACE MOTION
 PU2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2425+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2425
 PU2425  HISTORY     - Date     Condition        Report By
 PU2425  HISTORY     - 1988     MONUMENTED       NGS
 PU2425
 PU2425                          STATION DESCRIPTION
 PU2425
 PU2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2425'7.1 KM (4.40 MI)SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S.HIGHWAY
 PU2425'212, 0.1 KM (0.05 MI) EAST FROM A WINDMILL, 17.7 M (58.1 FT) SOUTH
 PU2425'FROM THE CENTER OF ROAD, 0.3 M (1.0 FT) NORTH FROM A FENCE, 0.3
 PU2425'M (1 FT) NORTH FROM A WITNESS, AT THE NORTHEAST CORNER OF THE
 PU2425'NORTHWEST 1/4 OF SECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2424 ***********************************************************************
 PU2424  DESIGNATION -  WIND RM 4
 PU2424  PID         -  PU2424
 PU2424  STATE/COUNTY-  SD/MEADE
 PU2424  COUNTRY     -  US
 PU2424  USGS QUAD   -  OPAL WEST (2017)
 PU2424
 PU2424                         *CURRENT SURVEY CONTROL
 PU2424  ______________________________________________________________________
 PU2424* NAD 83(1986) POSITION- 44 57 53.     (N) 102 34 50.     (W)   SCALED
 PU2424* NAVD 88 ORTHO HEIGHT -   849.35  (meters)     2786.6   (feet) RESET
 PU2424  ______________________________________________________________________
 PU2424  GEOID HEIGHT    -        -18.088 (meters)                     GEOID18
 PU2424  VERT ORDER      -  THIRD
 PU2424
 PU2424.The horizontal coordinates were scaled from a map and have
 PU2424.an estimated accuracy of +/- 6 seconds.
 PU2424
 PU2424.The orthometric height was computed from unverified reset data.
 PU2424
 PU2424.No vertical observational check was made to the station.
 PU2424
 PU2424.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2424.GEOID18 height accuracy estimate available here.
 PU2424
 PU2424.Click photographs - Photos may exist for this station.
 PU2424
 PU2424;                    North         East    Units  Estimated Accuracy
 PU2424;SPC SD N     -   128,970.      396,450.      MT  (+/- 180 meters Scaled)
 PU2424
 PU2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK908818(NAD 83)
 PU2424
 PU2424                          SUPERSEDED SURVEY CONTROL
 PU2424
 PU2424  NGVD 29 (04/17/07)  848.89   (m)         2785.1    (f) RESET       3  
 PU2424
 PU2424.Superseded values are not recommended for survey control.
 PU2424
 PU2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2424.See file dsdata.pdf to determine how the superseded data were derived.
 PU2424
 PU2424_MARKER: DR = REFERENCE MARK DISK
 PU2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2424_STAMPING: WIND NO 4 1988
 PU2424_MARK LOGO: NGS
 PU2424_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2424+STABILITY: SURFACE MOTION
 PU2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2424+SATELLITE: SATELLITE OBSERVATIONS - 1988
 PU2424
 PU2424  HISTORY     - Date     Condition        Report By
 PU2424  HISTORY     - 1988     MONUMENTED       NGS
 PU2424
 PU2424                          STATION DESCRIPTION
 PU2424
 PU2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2424'7 KM (4.35 MI) SOUTH ALONG CR 31 FROM ITS JUNCTION WITH U.S. HIGHWAY
 PU2424'212, 0.1 KM (0.05 MI) EAST FROM A WINDMILL, 18 M (59.1 FT) NORTH
 PU2424'FROM THE CENTER OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A FENCE,
 PU2424'0.3 M (1 FT) SOUTH FROM A WITNESS, ABOUT LEVEL WITH THE ROAD,
 PU2424'IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.15 M (0.5 FT) AT THE
 PU2424'SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0717 ***********************************************************************
 QS0717  DESIGNATION -  WINDY
 QS0717  PID         -  QS0717
 QS0717  STATE/COUNTY-  SD/CORSON
 QS0717  COUNTRY     -  US
 QS0717  USGS QUAD   -  KENEL (2017)
 QS0717
 QS0717                         *CURRENT SURVEY CONTROL
 QS0717  ______________________________________________________________________
 QS0717* NAD 83(1996) POSITION- 45 45 37.15335(N) 100 23 00.13955(W)   ADJUSTED
 QS0717* NAVD 88 ORTHO HEIGHT -   634.40  (+/-2cm)     2081.4   (feet) VERTCON3
 QS0717  ______________________________________________________________________
 QS0717  GEOID HEIGHT    -        -21.816 (meters)                     GEOID18
 QS0717  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 QS0717  HORZ ORDER      -  THIRD
 QS0717  VERT ORDER      -  THIRD ? (See Below)
 QS0717
 QS0717.The horizontal coordinates were established by classical geodetic methods
 QS0717.and adjusted by the National Geodetic Survey in January 1998.
 QS0717
 QS0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0717
 QS0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0717.GEOID18 height accuracy estimate available here.
 QS0717
 QS0717.The vertical order pertains to the NGVD 29 superseded value.
 QS0717
 QS0717.Click photographs - Photos may exist for this station.
 QS0717
 QS0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0717
 QS0717. The following values were computed from the NAD 83(1996) position.
 QS0717
 QS0717;                    North         East     Units Scale Factor Converg.
 QS0717;SPC SD N     -   214,211.543   570,174.409   MT  1.00001577   -0 16 16.8
 QS0717;SPC SD N     -   702,792.37  1,870,647.21   sFT  1.00001577   -0 16 16.8
 QS0717;UTM  14      - 5,068,348.528   392,420.993   MT  0.99974228   -0 59 28.3
 QS0717
 QS0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0717!SPC SD N     -   0.99990397  x   1.00001577  =   0.99991974
 QS0717!UTM  14      -   0.99990397  x   0.99974228  =   0.99964628
 QS0717
 QS0717:                Primary Azimuth Mark                     Grid Az
 QS0717:SPC SD N     -  WINDY AZ MK                              275 01 20.8
 QS0717:UTM  14      -  WINDY AZ MK                              275 44 32.3
 QS0717
 QS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR9242068348(NAD 83)
 QS0717
 QS0717|---------------------------------------------------------------------|
 QS0717| PID    Reference Object                     Distance      Geod. Az  |
 QS0717|                                                           dddmmss.s |
 QS0717| CO7207 WINDY RM 2                           12.924 METERS 00046     |
 QS0717| CO7206 WINDY RM 1                           13.850 METERS 10053     |
 QS0717| CO7205 WINDY AZ MK                                        2744504.0 |
 QS0717|---------------------------------------------------------------------|
 QS0717
 QS0717                          SUPERSEDED SURVEY CONTROL
 QS0717
 QS0717  NAD 83(1986)-  45 45 37.14354(N)    100 23 00.13580(W) AD(       ) 3
 QS0717  NAD 27      -  45 45 37.15500(N)    100 22 58.67000(W) AD(       ) 3
 QS0717  NGVD 29             634.01   (m)         2080.1    (f) LEVELING    3  
 QS0717
 QS0717.Superseded values are not recommended for survey control.
 QS0717
 QS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0717.See file dsdata.pdf to determine how the superseded data were derived.
 QS0717
 QS0717_MARKER: DB = BENCH MARK DISK
 QS0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0717_STAMPING: WINDY 1946
 QS0717_MARK LOGO: USGS
 QS0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0717+STABILITY: SURFACE MOTION
 QS0717
 QS0717  HISTORY     - Date     Condition        Report By
 QS0717  HISTORY     - 1946     MONUMENTED       USGS
 QS0717  HISTORY     - 1948     GOOD             CGS
 QS0717
 QS0717                          STATION DESCRIPTION
 QS0717
 QS0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0717'STATION IS LOCATED ON A HIGH, GRASSY KNOLL ABOUT 10 MILES
 QS0717'NORTHEAST OF WAKPALA AND ABOUT 1-1/2 MILES WEST OF THE MISSOURI
 QS0717'RIVER ON THE STANDING ROCK INDIAN RESERVATION.  THE PROPERTY
 QS0717'IS OWNED BY THE U.S. GOVERNMENT.
 QS0717'
 QS0717'TO REACH THE STATION FROM THE WAKPALA HIGH SCHOOL, GO NORTH
 QS0717'1 BLOCK (0.05 MILE) TO AN INTERSECTION JUST NORTH OF A WHITE
 QS0717'FRAME CHURCH, TURN RIGHT AND GO WEST AND NORTHWEST ON A
 QS0717'GRAVELED ROAD FOR 2.55 MILES TO A CROSS ROAD, TURN LEFT AND
 QS0717'FOLLOW MAIN ROAD NORTH FOR 7.25 TO A T-ROAD RIGHT, TURN RIGHT
 QS0717'AND GO EAST FOR 2.6 MILES TO END OF GRADED ROAD, CONTINUE
 QS0717'STRAIGHT AHEAD, EAST, FOR 0.9 MILE TO A WIRE GATE, PASS THROUGH
 QS0717'GATE AND CONTINUE STRAIGHT AHEAD, EAST FOR 0.3 MILE TO ANOTHER
 QS0717'WIRE GATE, HERE BEAR LEFT AND GO NORTH AND EAST FOR 0.2 MILE
 QS0717'TO A DIM TRACK ROAD, TURN EAST ON TRACK ROAD AND CONTINUE
 QS0717'EASTERLY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT,
 QS0717'CONTINUE EASTERLY ON DIM TRACK ROAD FOR 0.4 MILE,
 QS0717'THEN TURN LEFT AND GO NORTH FOR 0.15 MILE TO THE TOP OF THE KNOLL
 QS0717'AND THE STATION AT THE HIGHEST POINT.
 QS0717'
 QS0717'THE STATION MARK IS 12 FEET NORTH OF A WHITE WITNESS POST.
 QS0717'IT IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE TOP
 QS0717'OF AN 8-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES,
 QS0717'AND THE DISK IS STAMPED WINDY 1946.
 QS0717'
 QS0717'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. REFERENCE MARK
 QS0717'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE
 QS0717'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED WINDY USGS
 QS0717'NO 1 1948.
 QS0717'
 QS0717'REFERENCE MARK NO. 2 IS A STANDARD U.S.C AND G.S. REFERENCE MARK
 QS0717'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.
 QS0717'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED WINDY
 QS0717'USGS NO 2 1948.
 QS0717'
 QS0717'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF AN EAST-WEST
 QS0717'TRACK ROAD, AND 4 FEET EAST OF A WHITE WITNESS POST.  IT IS A
 QS0717'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 QS0717'SQUARE CONCRETE POST.  THE MARK PROJECTS 2 INCHES, AND THE
 QS0717'DISK IS STAMPED WINDY USGS 1948.
 QS0717'
 QS0717'STATIONS BLUME (MO.R.C.) 1945, AND SCHAEFFER 1934 ARE VISIBLE
 QS0717'FROM THE GROUND.
 QS0717'
 QS0717'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0890 ***********************************************************************
 PR0890  DESIGNATION -  WINFRED
 PR0890  PID         -  PR0890
 PR0890  STATE/COUNTY-  SD/LAKE
 PR0890  COUNTRY     -  US
 PR0890  USGS QUAD   -  OLDHAM SE (2017)
 PR0890
 PR0890                         *CURRENT SURVEY CONTROL
 PR0890  ______________________________________________________________________
 PR0890* NAD 83(1996) POSITION- 44 00 28.77075(N) 097 21 37.41087(W)   ADJUSTED
 PR0890* NAVD 88 ORTHO HEIGHT -   527.10  (+/-2cm)     1729.3   (feet) VERTCON3
 PR0890  ______________________________________________________________________
 PR0890  GEOID HEIGHT    -        -25.736 (meters)                     GEOID18
 PR0890  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 PR0890  HORZ ORDER      -  THIRD
 PR0890  VERT ORDER      -  THIRD ? (See Below)
 PR0890
 PR0890.The horizontal coordinates were established by classical geodetic methods
 PR0890.and adjusted by the National Geodetic Survey in January 1998.
 PR0890
 PR0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0890
 PR0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0890.GEOID18 height accuracy estimate available here.
 PR0890
 PR0890.The vertical order pertains to the NGVD 29 superseded value.
 PR0890
 PR0890.Click photographs - Photos may exist for this station.
 PR0890
 PR0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0890
 PR0890. The following values were computed from the NAD 83(1996) position.
 PR0890
 PR0890;                    North         East     Units Scale Factor Converg.
 PR0890;SPC SD S     -   190,309.122   838,348.700   MT  0.99992996   +2 03 03.2
 PR0890;SPC SD S     -   624,372.51  2,750,482.36   sFT  0.99992996   +2 03 03.2
 PR0890;UTM  14      - 4,874,067.254   631,437.125   MT  0.99981248   +1 08 21.5
 PR0890
 PR0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0890!SPC SD S     -   0.99992139  x   0.99992996  =   0.99985136
 PR0890!UTM  14      -   0.99992139  x   0.99981248  =   0.99973388
 PR0890
 PR0890:                Primary Azimuth Mark                     Grid Az
 PR0890:SPC SD S     -  WINFRED AZ MK                            086 04 43.6
 PR0890:UTM  14      -  WINFRED AZ MK                            086 59 25.3
 PR0890
 PR0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP3143774067(NAD 83)
 PR0890
 PR0890|---------------------------------------------------------------------|
 PR0890| PID    Reference Object                     Distance      Geod. Az  |
 PR0890|                                                           dddmmss.s |
 PR0890| CO7208 WINFRED AZ MK                                      0880746.8 |
 PR0890| CO7209 WINFRED RM 1                         21.202 METERS 12643     |
 PR0890| CO7210 WINFRED RM 2                         19.760 METERS 26532     |
 PR0890|---------------------------------------------------------------------|
 PR0890
 PR0890                          SUPERSEDED SURVEY CONTROL
 PR0890
 PR0890  NAD 83(1986)-  44 00 28.77509(N)    097 21 37.38165(W) AD(       ) 3
 PR0890  NAD 27      -  44 00 28.86400(N)    097 21 36.14300(W) AD(       ) 3
 PR0890  NGVD 29             526.80   (m)         1728.3    (f) LEVELING    3  
 PR0890
 PR0890.Superseded values are not recommended for survey control.
 PR0890
 PR0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0890.See file dsdata.pdf to determine how the superseded data were derived.
 PR0890
 PR0890_MARKER: DS = TRIANGULATION STATION DISK
 PR0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0890_STAMPING: WINFRED 1949
 PR0890_MARK LOGO: CGS
 PR0890_PROJECTION: FLUSH
 PR0890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PR0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0890+STABILITY: SURFACE MOTION
 PR0890
 PR0890  HISTORY     - Date     Condition        Report By
 PR0890  HISTORY     - 1949     MONUMENTED       CGS
 PR0890  HISTORY     - 1971     GOOD             USGS
 PR0890  HISTORY     - 19830602 GOOD             NGS
 PR0890
 PR0890                          STATION DESCRIPTION
 PR0890
 PR0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 PR0890'THE STATION IS LOCATED ABOUT 3/4 MILES NORTH OF THE SMALL VILLAGE
 PR0890'OF WINFRED, ON SOUTH SIDE OF RIGHT-OF-WAY OF U.S. HIGHWAY 81.
 PR0890'IT IS 48 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 40 FEET
 PR0890'WEST NORTHWEST OF A GATE TO GRAVE YARD, 28 FEET SOUTH OF THE
 PR0890'CENTERLINE OF U.S. HIGHWAY 81 AND 6 FEET NORTH OF A FENCELINE.
 PR0890'THE MARK IS STAMPED WINFRED 1949 AND IS SET FLUSH WITH THE
 PR0890'GROUND.
 PR0890'
 PR0890'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF A FENCELINE AND 8
 PR0890'FEET EAST OF THE CENTER LINE OF A DRIVEWAY.  THE MARK IS STAMPED
 PR0890'WINFRED NO 1 1949 AND IS SET FLUSH WITH THE GROUND.
 PR0890'
 PR0890'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTERLINE OF THE
 PR0890'HIGHWAY AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS STAMPED
 PR0890'WINFRED NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 PR0890'
 PR0890'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 PR0890'81, 8 FEET NORTHWEST OF THE EAST END OF A CONCRETE CULVERT
 PR0890'AND 1 FOOT WEST OF A FENCE CORNER.  THE MARK IS STAMPED WINFRED
 PR0890'1949 AND PROJECTS ABOUT 4 INCHES.
 PR0890'
 PR0890'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF WINFRED, GO
 PR0890'NORTH ON MAIN STREET FOR 0.8 MILE TO U.S. HIGHWAY 81, TURN RIGHT
 PR0890'(EAST) FOR 0.1 MILE AND STATION ON RIGHT AS DESCRIBED.
 PR0890'
 PR0890'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 PR0890'HIGHWAY FOR 0.3 MILE TO MARK ON LEFT SIDE OF ROAD AS DESCRIBED.
 PR0890'
 PR0890'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PR0890
 PR0890                          STATION RECOVERY (1971)
 PR0890
 PR0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLW)
 PR0890'STA., REF. MKS. AND AZ. MK. WERE FOUND AS DESCRIBED IN GOOD
 PR0890'CONDITION.
 PR0890'
 PR0890'DIST. TO R.M. 1 MISSED + 0.01 FT.
 PR0890'
 PR0890'POWER LINE POLE IN LINE TO R.M. 2.
 PR0890'
 PR0890'NO DISTANCE TO R.M. 2.
 PR0890'
 PR0890'NO ANGLES TO R.M. 2.
 PR0890'
 PR0890'DIRECTION TO R.M. 1 MISSED - 82.38 IN
 PR0890'
 PR0890'DIRECTION TO AZ. MK. MISSED - 2.71 IN
 PR0890'
 PR0890'THE OLD DESCRIPTION IS ADEQUATE.
 PR0890
 PR0890                          STATION RECOVERY (1983)
 PR0890
 PR0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PR0890'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 PR0890'AZIMUTH MARK WAS RECOVERED BUT HAD BEEN HIT BY EQUIPMENT AND WAS BADLY
 PR0890'DAMAGED AND LEANING AT ABOUT A 45 DEGREE ANGLE.  THE STATION MARK WAS
 PR0890'DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION SO STATION WINFRED 2 WAS
 PR0890'ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0922 ***********************************************************************
 OR0922  DESIGNATION -  WINNER
 OR0922  PID         -  OR0922
 OR0922  STATE/COUNTY-  SD/TRIPP
 OR0922  COUNTRY     -  US
 OR0922  USGS QUAD   -  WINNER SOUTH (2017)
 OR0922
 OR0922                         *CURRENT SURVEY CONTROL
 OR0922  ______________________________________________________________________
 OR0922* NAD 83(1996) POSITION- 43 17 49.21661(N) 099 51 55.11024(W)   ADJUSTED
 OR0922* NAVD 88 ORTHO HEIGHT -   687.    (meters)     2254.    (feet) SCALED
 OR0922  ______________________________________________________________________
 OR0922  GEOID HEIGHT    -        -25.036 (meters)                     GEOID18
 OR0922  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 OR0922  HORZ ORDER      -  FIRST
 OR0922
 OR0922.The horizontal coordinates were established by classical geodetic methods
 OR0922.and adjusted by the National Geodetic Survey in January 1998.
 OR0922
 OR0922.The orthometric height was scaled from a topographic map.
 OR0922
 OR0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0922.GEOID18 height accuracy estimate available here.
 OR0922
 OR0922.Click photographs - Photos may exist for this station.
 OR0922
 OR0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0922
 OR0922. The following values were computed from the NAD 83(1996) position.
 OR0922
 OR0922;                    North         East     Units Scale Factor Converg.
 OR0922;SPC SD S     -   107,162.118   637,975.733   MT  0.99992252   +0 19 22.3
 OR0922;SPC SD S     -   351,581.05  2,093,092.05   sFT  0.99992252   +0 19 22.3
 OR0922;UTM  14      - 4,794,161.002   429,810.636   MT  0.99966060   -0 35 36.4
 OR0922
 OR0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0922!SPC SD S     -   0.99989615  x   0.99992252  =   0.99981868
 OR0922!UTM  14      -   0.99989615  x   0.99966060  =   0.99955678
 OR0922
 OR0922:                Primary Azimuth Mark                     Grid Az
 OR0922:SPC SD S     -  WINNER AZ MK 2                           338 52 36.8
 OR0922:UTM  14      -  WINNER AZ MK 2                           339 47 35.5
 OR0922
 OR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2981094161(NAD 83)
 OR0922
 OR0922|---------------------------------------------------------------------|
 OR0922| PID    Reference Object                     Distance      Geod. Az  |
 OR0922|                                                           dddmmss.s |
 OR0922| OR0909 COLOME MUNICIPAL TANK               APPROX.12.4 KM 1090349.9 |
 OR0922| CO4122 WINNER RM 1                          16.620 METERS 17803     |
 OR0922| CO4123 WINNER RM 2                          37.152 METERS 22127     |
 OR0922| CO4121 WINNER AZ MK 2                                     3391159.1 |
 OR0922| CO4120 WINNER AZ MK                                       3401933.4 |
 OR0922|---------------------------------------------------------------------|
 OR0922
 OR0922                          SUPERSEDED SURVEY CONTROL
 OR0922
 OR0922  NAD 83(1995)-  43 17 49.21502(N)    099 51 55.11197(W) AD(       ) 1
 OR0922  NAD 83(1986)-  43 17 49.22308(N)    099 51 55.11401(W) AD(       ) 1
 OR0922  NAD 27      -  43 17 49.22200(N)    099 51 53.69300(W) AD(       ) 1
 OR0922
 OR0922.Superseded values are not recommended for survey control.
 OR0922
 OR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0922.See file dsdata.pdf to determine how the superseded data were derived.
 OR0922
 OR0922_MARKER: DS = TRIANGULATION STATION DISK
 OR0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0922_STAMPING: WINNER 1936
 OR0922_MARK LOGO: CGS
 OR0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0922+STABILITY: SURFACE MOTION
 OR0922
 OR0922  HISTORY     - Date     Condition        Report By
 OR0922  HISTORY     - 1936     MONUMENTED       CGS
 OR0922  HISTORY     - 1965     GOOD             SDDT
 OR0922  HISTORY     - 1965     GOOD             CGS
 OR0922
 OR0922                          STATION DESCRIPTION
 OR0922
 OR0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OR0922'THE STATION IS ABOUT 5.7 MILES SOUTH OF WINNER, S. DAK.
 OR0922'
 OR0922'REACHED FROM WINNER BY GOING TO THE WEST EDGE OF TOWN TO SECTION
 OR0922'ROAD LEADING SOUTH, AND PROCEEDING SOUTH 5.7 MILES TO STATION
 OR0922'ON RIGHT.  STATION IS ABOUT 65 FEET WEST OF THE CENTERLINE OF
 OR0922'SECTION ROAD AT THE CENTER OF CURVE, ON A SMALL ROCKY MOUND ABOUT
 OR0922'1/4 MILE NORTH OF A WHITE SCHOOLHOUSE.  MARK PROJECTS ABOUT
 OR0922'4 INCHES ABOVE GROUND.
 OR0922'
 OR0922'REFERENCE MARK NO. 1 IS 54.53 FEET SOUTH-SOUTHEAST OF STATION,
 OR0922'AND 90.32 FEET NORTHEAST OF REFERENCE MARK NO. 2.  THE MARK
 OR0922'IS A STANDARD DISK SET IN BEDROCK.
 OR0922'
 OR0922'REFERENCE MARK NO. 2 IS 121.89 FEET SOUTH OF STATION, AND 90.32
 OR0922'FEET SOUTHWEST OF REFERENCE MARK NO. 1.  THE MARK IS A STANDARD
 OR0922'DISK SET IN BEDROCK.
 OR0922'
 OR0922'THE AZIMUTH MARK IS LOCATED ABOUT 0.8 MILE NORTH OF THE STATION,
 OR0922'6 FEET SOUTH OF A FENCE CORNER, 30 FEET EAST OF THE CENTERLINE
 OR0922'OF THE SECTION ROAD, AT THE POINT OF CURVE.  THE MARK PROJECTS
 OR0922'ABOUT 4 INCHES ABOVE THE GROUND.  A STANDARD DISK SET IN A
 OR0922'CONCRETE POST.
 OR0922'
 OR0922'SIGNALS SHOWN FROM THE GROUND AT STATE, MOCCASIN, AND FROM A
 OR0922'64-FOOT TOWER AT COLOME.
 OR0922
 OR0922                          STATION RECOVERY (1965)
 OR0922
 OR0922'RECOVERY NOTE BY SD DEPT OF TRANSP 1965 (DWH)
 OR0922'WINNER 1936-VERY GOOD.
 OR0922'
 OR0922'STATE R.M. 1 AND 2-VERY GOOD.
 OR0922'
 OR0922'AZI MK-HAS BEEN UPROOTED.  APPARENTLY WHEN COUNTY RD ON THE W
 OR0922'EDGE OF WINNER AND RUMMING SOUTH WAS WIDENED.
 OR0922
 OR0922                          STATION RECOVERY (1965)
 OR0922
 OR0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 OR0922'THE STATION RECOVERED AND THE STATION AND REFERENCE MARKS FOUND
 OR0922'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAD
 OR0922'BEEN REPORTED DESTROYED BY THE STATE HIGHWAY DEPARTMENT.  A
 OR0922'NEW AZIMUTH MARK WAS SET AT TIME OF RECOVERY.  THE HIGHWAY HAS
 OR0922'BEEN REROUTED IN THE VICINITY OF THE STATION AND NOW PASSES ABOUT
 OR0922'0.2 MILE TO THE WEST OF THE STATION.
 OR0922'
 OR0922'TO REACH THE STATION FROM WINNER, FROM THE INTERSECTION OF 2ND
 OR0922'STREET AND A COUNTY ROAD AT THE WEST EDGE OF TOWN, GO SOUTH ON
 OR0922'SURFACE ROAD FOR 4.85 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 OR0922'CONTINUE SOUTH FOR 0.7 MILE TO A DRIVEWAY ON THE LEFT, TURN
 OR0922'LEFT AND GO NORTHEAST ON DRIVEWAY FOR 0.1 MILE TO A BOARD
 OR0922'GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO EAST ACROSS
 OR0922'PASTURE FOR 0.15 MILE TO TOP OF RIDGE AND STATION.  THE STATION
 OR0922'IS ON A SMALL ROCKY MOUND ABOUT 0.2 MILE EAST OF A FARMHOUSE.
 OR0922'
 OR0922'THE AZIMUTH MARK IS 46 FEET WEST OF THE CENTERLINE OF THE SURFACED
 OR0922'ROAD, 9 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 3 FEET
 OR0922'EAST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A METAL WITNESS
 OR0922'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 OR0922'WINNER 1936 RESET 1965.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0707 ***********************************************************************
 OR0707  DESIGNATION -  WINNER AIRPORT
 OR0707  PID         -  OR0707
 OR0707  STATE/COUNTY-  SD/TRIPP
 OR0707  COUNTRY     -  US
 OR0707  USGS QUAD   -  WINNER NORTH (2017)
 OR0707
 OR0707                         *CURRENT SURVEY CONTROL
 OR0707  ______________________________________________________________________
 OR0707* NAD 83(1986) POSITION- 43 23 23.     (N) 099 50 26.     (W)   SCALED
 OR0707* NAVD 88 ORTHO HEIGHT -   621.580 (meters)     2039.30  (feet) ADJUSTED
 OR0707  ______________________________________________________________________
 OR0707  GEOID HEIGHT    -        -25.409 (meters)                     GEOID18
 OR0707  DYNAMIC HEIGHT  -        621.359 (meters)     2038.58  (feet) COMP
 OR0707  MODELED GRAVITY -    980,244.9   (mgal)                       NAVD 88
 OR0707
 OR0707  VERT ORDER      -  SECOND    CLASS 0
 OR0707
 OR0707.This mark is at Bob Wiley Field Airport (SD39)
 OR0707
 OR0707.The horizontal coordinates were scaled from a map and have
 OR0707.an estimated accuracy of +/- 6 seconds.
 OR0707
 OR0707.The orthometric height was determined by differential leveling and
 OR0707.adjusted by the NATIONAL GEODETIC SURVEY
 OR0707.in June 1991.
 OR0707
 OR0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0707.GEOID18 height accuracy estimate available here.
 OR0707
 OR0707.Click photographs - Photos may exist for this station.
 OR0707
 OR0707.The dynamic height is computed by dividing the NAVD 88
 OR0707.geopotential number by the normal gravity value computed on the
 OR0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0707.degrees latitude (g = 980.6199 gals.).
 OR0707
 OR0707.The modeled gravity was interpolated from observed gravity values.
 OR0707
 OR0707;                    North         East    Units  Estimated Accuracy
 OR0707;SPC SD S     -   117,470.      639,920.      MT  (+/- 180 meters Scaled)
 OR0707
 OR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP319044(NAD 83)
 OR0707
 OR0707                          SUPERSEDED SURVEY CONTROL
 OR0707
 OR0707  NGVD 29 (??/??/92)  621.242  (m)         2038.19   (f) ADJ UNCH    2 0
 OR0707
 OR0707.Superseded values are not recommended for survey control.
 OR0707
 OR0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0707.See file dsdata.pdf to determine how the superseded data were derived.
 OR0707
 OR0707_MARKER: Q = CHISELED SQUARE
 OR0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0707_MARK LOGO: CGS
 OR0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0707+STABILITY: SURFACE MOTION
 OR0707
 OR0707  HISTORY     - Date     Condition        Report By
 OR0707  HISTORY     - 1934     MONUMENTED       CGS
 OR0707  HISTORY     - 1934     GOOD             CGS
 OR0707  HISTORY     - 19880709 SEE DESCRIPTION  NGS
 OR0707
 OR0707                          STATION DESCRIPTION
 OR0707
 OR0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0707'0.5 MILE NORTH ALONG A ROAD FROM WINNER, TRIPP COUNTY, THENCE ABOUT
 OR0707'0.5 MILE EAST ALONG ANOTHER ROAD, AT THE MUNICIPAL AIRPORT, AT THE
 OR0707'INTERSECTION OF THE EAST-AND-WEST RUNWAY AND THE NORTH-AND-SOUTH
 OR0707'RUNWAY, AND AT THE CENTER OF THE CIRCLE.  AN OUTLINED SQUARE,
 OR0707'ON THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 OR0707
 OR0707                          STATION RECOVERY (1988)
 OR0707
 OR0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OR0707'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
 OR0707'THE 1934 RUNWAYS NO LONGER EXIST.  THE SITE GIVEN IN THE 1934
 OR0707'DESCRIPTION IS NEAR THE NORTH END OF THE FUEL PUMPS.  NO EVIDENCE
 OR0707'OF THE MARK WAS DISCOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0963 ***********************************************************************
 OR0963  CBN         -  This is a Cooperative Base Network Control Station.
 OR0963  PACS        -  This is a Primary Airport Control Station.
 OR0963  DESIGNATION -  WINNPORT
 OR0963  PID         -  OR0963
 OR0963  STATE/COUNTY-  SD/TRIPP
 OR0963  COUNTRY     -  US
 OR0963  USGS QUAD   -  WINNER NORTH (2017)
 OR0963
 OR0963                         *CURRENT SURVEY CONTROL
 OR0963  ______________________________________________________________________
 OR0963* NAD 83(2011) POSITION- 43 23 21.81989(N) 099 50 34.34386(W)   ADJUSTED
 OR0963* NAD 83(2011) ELLIP HT-   591.536 (meters)        (06/27/12)   ADJUSTED
 OR0963* NAD 83(2011) EPOCH   -  2010.00
 OR0963* NAVD 88 ORTHO HEIGHT -   616.941 (meters)     2024.08  (feet) ADJUSTED
 OR0963  ______________________________________________________________________
 OR0963  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 OR0963  NAD 83(2011) X  -   -793,667.143 (meters)                     COMP
 OR0963  NAD 83(2011) Y  - -4,574,431.984 (meters)                     COMP
 OR0963  NAD 83(2011) Z  -  4,359,446.247 (meters)                     COMP
 OR0963  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 OR0963  DYNAMIC HEIGHT  -        616.721 (meters)     2023.36  (feet) COMP
 OR0963  MODELED GRAVITY -    980,245.0   (mgal)                       NAVD 88
 OR0963
 OR0963  VERT ORDER      -  FIRST     CLASS II
 OR0963
 OR0963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OR0963  Standards:
 OR0963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OR0963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OR0963  -------------------------------------------------------------------
 OR0963  NETWORK    1.00   3.06           0.47   0.32   1.56     -0.06752501
 OR0963  -------------------------------------------------------------------
 OR0963  Click here for local accuracies and other accuracy information.
 OR0963
 OR0963.This mark is at Bob Wiley Field Airport (SD39)
 OR0963
 OR0963.The horizontal coordinates were established by GPS observations
 OR0963.and adjusted by the National Geodetic Survey in June 2012.
 OR0963
 OR0963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OR0963.been affixed to the stable North American tectonic plate. See 
 OR0963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OR0963
 OR0963.The horizontal coordinates are valid at the epoch date displayed above
 OR0963.which is a decimal equivalence of Year/Month/Day.
 OR0963
 OR0963.The orthometric height was determined by differential leveling and
 OR0963.adjusted by the NATIONAL GEODETIC SURVEY
 OR0963.in June 1994.
 OR0963
 OR0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0963.GEOID18 height accuracy estimate available here.
 OR0963
 OR0963.Click photographs - Photos may exist for this station.
 OR0963
 OR0963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR0963
 OR0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0963
 OR0963.The ellipsoidal height was determined by GPS observations
 OR0963.and is referenced to NAD 83.
 OR0963
 OR0963.The dynamic height is computed by dividing the NAVD 88
 OR0963.geopotential number by the normal gravity value computed on the
 OR0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0963.degrees latitude (g = 980.6199 gals.).
 OR0963
 OR0963.The modeled gravity was interpolated from observed gravity values.
 OR0963
 OR0963. The following values were computed from the NAD 83(2011) position.
 OR0963
 OR0963;                    North         East     Units Scale Factor Converg.
 OR0963;SPC SD S     -   117,436.059   639,735.498   MT  0.99991482   +0 20 18.0
 OR0963;SPC SD S     -   385,288.14  2,098,865.55   sFT  0.99991482   +0 20 18.0
 OR0963;UTM  14      - 4,804,402.811   431,734.072   MT  0.99965732   -0 34 44.5
 OR0963
 OR0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0963!SPC SD S     -   0.99990725  x   0.99991482  =   0.99982207
 OR0963!UTM  14      -   0.99990725  x   0.99965732  =   0.99956460
 OR0963
 OR0963:                Primary Azimuth Mark                     Grid Az
 OR0963:SPC SD S     -  WINNPORT AZ MK                           324 07 00.0
 OR0963:UTM  14      -  WINNPORT AZ MK                           325 02 02.5
 OR0963
 OR0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3173404402(NAD 83)
 OR0963
 OR0963|---------------------------------------------------------------------|
 OR0963| PID    Reference Object                     Distance      Geod. Az  |
 OR0963|                                                           dddmmss.s |
 OR0963| OR0966 WINNPORT AZ MK                      APPROX. 0.6 KM 3242718.0 |
 OR0963|---------------------------------------------------------------------|
 OR0963
 OR0963                          SUPERSEDED SURVEY CONTROL
 OR0963
 OR0963  NAD 83(2007)-  43 23 21.81991(N)    099 50 34.34467(W) AD(2002.00) 0
 OR0963  ELLIP H (02/10/07)  591.571  (m)                       GP(2002.00)    
 OR0963  ELLIP H (04/15/04)  591.558  (m)                       GP(       ) 2 1
 OR0963  NAD 83(1996)-  43 23 21.81942(N)    099 50 34.34463(W) AD(       ) B
 OR0963  ELLIP H (04/18/97)  591.602  (m)                       GP(       ) 4 1
 OR0963  NAD 83(1986)-  43 23 21.81894(N)    099 50 34.35710(W) AD(       ) 1
 OR0963  NAVD 88             616.94   (m)         2024.1    (f) LEVELING    3  
 OR0963  NGVD 29 (02/23/90)  616.48   (m)  RAPSU86  model used  GPS OBS        
 OR0963
 OR0963.Superseded values are not recommended for survey control.
 OR0963
 OR0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0963.See file dsdata.pdf to determine how the superseded data were derived.
 OR0963
 OR0963_MARKER: I = METAL ROD
 OR0963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0963_STAMPING: WINNPORT 1989
 OR0963_MARK LOGO: NGS
 OR0963_PROJECTION: FLUSH
 OR0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0963+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 OR0963_ROD/PIPE-DEPTH: 8.44 meters
 OR0963_SLEEVE-DEPTH  : 0.95 meters
 OR0963
 OR0963  HISTORY     - Date     Condition        Report By
 OR0963  HISTORY     - 1989     MONUMENTED       NGS
 OR0963  HISTORY     - 19910909 GOOD             NGS
 OR0963  HISTORY     - 19930919 GOOD             NGS
 OR0963  HISTORY     - 19950925 GOOD             NGS
 OR0963  HISTORY     - 20020619 GOOD             INDIV
 OR0963  HISTORY     - 20121120 POOR             INDIV
 OR0963  HISTORY     - 20121215 MARK NOT FOUND   INDIV
 OR0963  HISTORY     - 20131119 POOR             INDIV
 OR0963
 OR0963                          STATION DESCRIPTION
 OR0963
 OR0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OR0963'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHEAST OF WINNER, AT
 OR0963'THE WINNER/BOB WILEY AIRPORT, 0.1 KM (0.05 MI) SOUTHWEST OF RUNWAY
 OR0963'13-31, NEAR A WINDSOCK.  OWNERSHIP--CITY OF WINNER.  AIRPORT MANAGER
 OR0963'IS DON VICE, TELEPHONE IS 605-842-0740.
 OR0963'TO REACH THE STATION FROM THE COURTHOUSE IN WINNER, GO EAST ON U.S.
 OR0963'HIGHWAYS 18, 183 AND STATE HIGHWAY 44 FOR 0.33 KM (0.20 MI) TO COUNTY
 OR0963'ROAD 6139N ON THE LEFT, JUST BEFORE REACHING A HIGHWAY JUNCTION.  TURN
 OR0963'LEFT AND GO NORTH ON COUNTY ROAD 6139N FOR 1.07 KM (0.65 MI) TO A
 OR0963'CROSSROAD AT THE NORTHEAST CORNER OF A CEMETERY.  TURN RIGHT AND GO
 OR0963'EAST ON A PAVED ROAD FOR 0.48 KM (0.30 MI) TO A DIRT LANE ON THE LEFT
 OR0963'AT THE TOP OF A GRADE.  TURN LEFT AND GO NORTH ON THE DIRT LANE, THEN
 OR0963'AN APRON FOR 0.14 KM (0.10 MI) TO A GAS PUMP AND A RAMP ON THE RIGHT.
 OR0963'BEAR RIGHT AND GO NORTHEAST DOWN THE RAMP FOR 0.16 KM (0.10 MI) TO
 OR0963'ANORTHER APRON.  TURN LEFT AND GO NORTHWEST ON THE GRASS TO A CIRCLE
 OR0963'ENCLOSING THE WINDSOCK AND THE STATION.
 OR0963'THE STATION MARK IS SET 8.6 M (28.2 FT) EAST OF THE WINDSOCK POLE AND
 OR0963'6.7 M (22.0 FT) WEST OF A WITNESS POST AT THE EDGE OF THE CIRCLE.
 OR0963'ACCESS TO THE DATUM IS THROUGH A 5 INCH LOGO CAP.
 OR0963'DESCRIBED BY R.D.BALL.
 OR0963
 OR0963                          STATION RECOVERY (1991)
 OR0963
 OR0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0963'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) NORTHEAST OF WINNER, AT
 OR0963'THE WINNER/BOB WILEY AIRPORT, 0.1 KM (0.1 MI) SOUTHWEST OF RUNWAY
 OR0963'13-31 AND NEAR THE WINDSOCK.  OWNERSHIP--CITY OF WINNER, WINNER, SD.
 OR0963'AIRPORT MANAGER IS DON BICE, PHONE 605-842-0740.
 OR0963'TO REACH THE STATION FROM THE COURTHOUSE IN WINNER, GO EAST ON U.S.
 OR0963'HIGHWAYS 18 AND 183 AND STATE HIGHWAY 44 FOR 0.33 KM (0.21 MI) TO
 OR0963'COUNTY ROAD 6139N ON THE LEFT JUST BEFORE  REACHING HIGHWAY 44 EAST
 OR0963'JUNCTION ON EAST SIDE OF TOWN.  TURN LEFT, NORTH, ON COUNTY ROAD
 OR0963'6139N FOR 1.07 KM (0.66 MI) TO A CROSSROAD AT THE NORTHEAST CORNER OF
 OR0963'A CEMETERY.  TURN RIGHT, EAST, ON PAVED AIRPORT ENTRANCE ROAD FOR
 OR0963'0.48 KM (0.30 MI) TO A DIRT LANE ON THE LEFT AT TOP OF GRADE.  TURN
 OR0963'LEFT, NORTH, ON DIRT LANE THEN APRON FOR 0.14 KM (0.09 MI) TO MAIN
 OR0963'CONNECTING TAXI ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON MAIN
 OR0963'CONNECTING TAXI THEN NORTHERLY ACROSS GRASS FOR 0.24 KM (0.15 MI) TO
 OR0963'THE STATION IN THE CIRCLE ENCLOSING THE WINDSOCK.
 OR0963'THE STATION IS LOCATED 8.6 M (28.2 FT) EAST FROM THE WINDSOCK POLE AND
 OR0963'6.7 M (22.0 FT) WEST FROM A FIBERGLASS WITNESS POST AT THE EDGE OF
 OR0963'THE CIRCLE.
 OR0963
 OR0963                          STATION RECOVERY (1993)
 OR0963
 OR0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0963'0.3 KM (0.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR0963'IN WINNER, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG NORTH COUNTY ROAD
 OR0963'(COUNTY ROAD 6139) , THENCE 0.5 KM (0.30 MI) EASTERLY ALONG COUNTY
 OR0963'ROAD 3163, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG THE WINNER
 OR0963'MUNICIPAL AIRPORT ENTRANCE ROAD AND A TAXIWAY, 16.7 M (54.8 FT)
 OR0963'NORTHWEST OF THE TAXIWAY EDGE, 8.6 M (28.2 FT) EAST OF A POLE
 OR0963'SUPPORTING A WINDSOCK, AND 6.7 M (22.0 FT) WEST FROM A WITNESS POST.
 OR0963'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR0963'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0963'THE MARK IS ON PROPERTY OWNED BY THE CITY OF WINNER.  CONTACT--DON
 OR0963'BICE--AIRPORT MANAGER, TELEPHONE NUMBER (605) 842-0740.
 OR0963
 OR0963                          STATION RECOVERY (1995)
 OR0963
 OR0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 OR0963'THE STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTHEAST OF WINNER, AT
 OR0963'WINNER MUNICIPAL/BOB WILLEY FIELD AIRPORT INSIDE THE SEGMENTED CIRCLE
 OR0963'AT THE WINDSOCK.  OWNERSHIP--CITY OF WINNER, ROUTE 2, BOX 100, WINNER,
 OR0963'SD 57580.  AIRPORT MANAGER IS DON BICE, PHONE (605) 842-0740.  TO
 OR0963'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 183 AND
 OR0963'STATE HIGHWAY 44 EAST ON THE EAST SIDE OF WINNER, GO WEST ON U.S.
 OR0963'HIGHWAYS 18 AND 183 FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF COUNTY ROAD
 OR0963'6139, TURN RIGHT AND GO NORTH ON COUNTY ROAD 6139 FOR 0.7 MI (1.1 KM)
 OR0963'TO THE JUNCTION OF COUNTY ROAD 6563, TURN RIGHT AND GO EAST ON COUNTY
 OR0963'ROAD 6563 FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF THE AIRPORT ENTRANCE
 OR0963'ROAD AFTER PASSING THE AIRPORT BEACON, TURN LEFT AND GO NORTH ON THE
 OR0963'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE AND
 OR0963'GO NORTH ACROSS AN APRON FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY,
 OR0963'BEAR RIGHT AND GO NORTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO AN
 OR0963'APRON, TURN LEFT AND GO NORTH-NORTHWEST ACROSS THE GRASS FOR 0.05 MI
 OR0963'(0.08 KM) TO THE WINDSOCK WITH A SEGMENTED CIRCLE AND THE STATION.
 OR0963'THE STATION IS 28.2 FT (8.6 M) EAST OF THE WINDSOCK SUPPORT POLE AND
 OR0963'21.8 FT (6.6 M) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OR0963'POINT IS THROUGH A 5-INCH LOGO CAP.  THIS STATION WAS USED AS AN AREA
 OR0963'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 OR0963
 OR0963                          STATION RECOVERY (2002)
 OR0963
 OR0963'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RL)
 OR0963'RECOVERED BY EMPLOYEE OF COMPASSCOM, INC.
 OR0963
 OR0963                          STATION RECOVERY (2012)
 OR0963
 OR0963'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (BKK)
 OR0963'FOUND MARK, BUT THE CIRCLE AND WIND SOCK ARE NOT AT THIS LOCATION
 OR0963'ANYMORE. THE ROD OF THE MARK WAS STICKING OUT OF THE TOP BY
 OR0963'APPROXIMATELY ONE INCH, (COVER WILL NOT CLOSE). WOULD NOT USE FOR
 OR0963'VERTICAL CONTROL. OBVIOUS SOMETHING HAS MOVED.
 OR0963
 OR0963                          STATION RECOVERY (2012)
 OR0963
 OR0963'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0963'MARK NOT FOUND.
 OR0963
 OR0963                          STATION RECOVERY (2013)
 OR0963
 OR0963'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (BKK)
 OR0963'RECOVERED, NO WIND SOCK OR MARKERS AROUND IT ANYMORE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0966 ***********************************************************************
 OR0966  SACS        -  This is a Secondary Airport Control Station.
 OR0966  DESIGNATION -  WINNPORT AZ MK
 OR0966  PID         -  OR0966
 OR0966  STATE/COUNTY-  SD/TRIPP
 OR0966  COUNTRY     -  US
 OR0966  USGS QUAD   -  WINNER NORTH (2017)
 OR0966
 OR0966                         *CURRENT SURVEY CONTROL
 OR0966  ______________________________________________________________________
 OR0966* NAD 83(1996) POSITION- 43 23 37.84860(N) 099 50 50.04987(W)   ADJUSTED
 OR0966* NAD 83(1996) ELLIP HT-   586.850 (meters)        (01/23/98)   ADJUSTED
 OR0966* NAVD 88 ORTHO HEIGHT -   612.195 (meters)     2008.51  (feet) ADJUSTED
 OR0966  ______________________________________________________________________
 OR0966  GEOID HEIGHT    -        -25.409 (meters)                     GEOID18
 OR0966  NAD 83(1996) X  -   -793,956.754 (meters)                     COMP
 OR0966  NAD 83(1996) Y  - -4,574,033.332 (meters)                     COMP
 OR0966  NAD 83(1996) Z  -  4,359,802.522 (meters)                     COMP
 OR0966  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 OR0966  DYNAMIC HEIGHT  -        611.977 (meters)     2007.79  (feet) COMP
 OR0966  MODELED GRAVITY -    980,245.7   (mgal)                       NAVD 88
 OR0966
 OR0966  HORZ ORDER      -  THIRD
 OR0966  VERT ORDER      -  FIRST     CLASS II
 OR0966  ELLP ORDER      -  FOURTH    CLASS I
 OR0966
 OR0966.This mark is at Bob Wiley Field Airport (SD39)
 OR0966
 OR0966.The horizontal coordinates were established by GPS observations
 OR0966.and adjusted by the National Geodetic Survey in January 1998.
 OR0966
 OR0966.The orthometric height was determined by differential leveling and
 OR0966.adjusted by the NATIONAL GEODETIC SURVEY
 OR0966.in June 1994.
 OR0966
 OR0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0966.GEOID18 height accuracy estimate available here.
 OR0966
 OR0966.Click photographs - Photos may exist for this station.
 OR0966
 OR0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OR0966
 OR0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 OR0966
 OR0966.The ellipsoidal height was determined by GPS observations
 OR0966.and is referenced to NAD 83.
 OR0966
 OR0966.The dynamic height is computed by dividing the NAVD 88
 OR0966.geopotential number by the normal gravity value computed on the
 OR0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0966.degrees latitude (g = 980.6199 gals.).
 OR0966
 OR0966.The modeled gravity was interpolated from observed gravity values.
 OR0966
 OR0966. The following values were computed from the NAD 83(1996) position.
 OR0966
 OR0966;                    North         East     Units Scale Factor Converg.
 OR0966;SPC SD S     -   117,928.596   639,379.148   MT  0.99991451   +0 20 07.2
 OR0966;SPC SD S     -   386,904.07  2,097,696.42   sFT  0.99991451   +0 20 07.2
 OR0966;UTM  14      - 4,804,900.862   431,385.744   MT  0.99965791   -0 34 55.5
 OR0966
 OR0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OR0966!SPC SD S     -   0.99990798  x   0.99991451  =   0.99982250
 OR0966!UTM  14      -   0.99990798  x   0.99965791  =   0.99956592
 OR0966
 OR0966:                Primary Azimuth Mark                     Grid Az
 OR0966:SPC SD S     -  WINNPORT                                 144 07 00.0
 OR0966:UTM  14      -  WINNPORT                                 145 02 02.7
 OR0966
 OR0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP3138504900(NAD 83)
 OR0966
 OR0966|---------------------------------------------------------------------|
 OR0966| PID    Reference Object                     Distance      Geod. Az  |
 OR0966|                                                           dddmmss.s |
 OR0966| OR0963 WINNPORT                            APPROX. 0.6 KM 1442707.2 |
 OR0966|---------------------------------------------------------------------|
 OR0966
 OR0966                          SUPERSEDED SURVEY CONTROL
 OR0966
 OR0966  NAD 83(1986)-  43 23 37.84816(N)    099 50 50.06226(W) AD(       ) 3
 OR0966  NGVD 29 (02/23/90)  611.73   (m)  RAPSU86  model used  GPS OBS        
 OR0966
 OR0966.Superseded values are not recommended for survey control.
 OR0966
 OR0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0966.See file dsdata.pdf to determine how the superseded data were derived.
 OR0966
 OR0966_MARKER: I = METAL ROD
 OR0966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0966_STAMPING: WINNPORT AZ MK
 OR0966_MARK LOGO: NGS
 OR0966_PROJECTION: FLUSH
 OR0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0966+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 OR0966_ROD/PIPE-DEPTH: 12.8 meters
 OR0966_SLEEVE-DEPTH  : 0.95 meters
 OR0966
 OR0966  HISTORY     - Date     Condition        Report By
 OR0966  HISTORY     - 1989     MONUMENTED       NGS
 OR0966  HISTORY     - 19930919 GOOD             NGS
 OR0966  HISTORY     - 19950925 GOOD             NGS
 OR0966  HISTORY     - 20230901 MARK NOT FOUND   SDDT
 OR0966
 OR0966                          STATION DESCRIPTION
 OR0966
 OR0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OR0966'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHEAST OF WINNER AT
 OR0966'THE WINNER/BOB WILEY AIRPORT, NEAR RUNWAY END 13.  OWNERSHIP--CITY OF
 OR0966'WINNER.  AIRPORT MANAGER IS DON VICE, TELEPHONE IS 605-842-0740.
 OR0966'TO REACH THE STATION FROM THE COURTHOUSE IN WINNER, GO EAST ON U.S.
 OR0966'HIGHWAYS 18, 183 AND STATE HIGHWAY 44 FOR 0.33 KM (0.20 MI) TO COUNTY
 OR0966'ROAD 6139N ON THE LEFT, JUST BEFORE REACHING A HIGHWAY JUNCTION.  TURN
 OR0966'LEFT AND GO NORTH ON COUNTY ROAD 6139N FOR 1.07 KM (0.65 MI) TO A
 OR0966'CROSSROAD AT THE NORTHEAST CORNER OF A CEMETERY.  TURN RIGHT AND GO
 OR0966'EAST ON A PAVED ROAD FOR 0.48 KM (0.30 MI) TO A DIRT LANE ON THE LEFT
 OR0966'AT THE TOP OF A GRADE.  TURN LEFT AND GO NORTH ON THE DIRT LANE, THEN
 OR0966'AN APRON FOR 0.14 KM (0.10 MI) TO A GAS PUMP AND A RAMP ON THE RIGHT.
 OR0966'BEAR RIGHT AND GO NORTHEAST DOWN THE RAMP FOR 0.16 KM (0.10 MI) TO
 OR0966'ANOTHER APRON.  CONTINUE AHEAD ON THE RAMP FOR 0.16 KM (0.10 MI) TO
 OR0966'THE JUNCTION WITH RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST KEEPING
 OR0966'OFF THE RUNWAY FOR 0.71 KM (0.45 MI) TO RUNWAY END 13 AND THE STATION
 OR0966'ON THE LEFT.
 OR0966'THE STATION MARK IS SET 17.2 M (56.4 FT) SOUTHWEST OF THE RUNWAY
 OR0966'CENTERLINE, 27.8 M (91.2 FT) SOUTH OF THE CENTER OF THE RUNWAY END,
 OR0966'19.7 M (64.6 FT) EAST-NORTHEAST OF THE SOUTH CORNER OF THE TURN-AROUND
 OR0966'AND 1.8 M (5.9 FT) SOUTH OF THE CURVED PAVEMENT EDGE AT THE
 OR0966'TURN-AROUND AND RUNWAY.
 OR0966'ACCESS TO THE DATUM IS THROUGH A 5 INCH LOGO CAP.
 OR0966'DESCRIBED BY R.D.BALL.
 OR0966
 OR0966                          STATION RECOVERY (1993)
 OR0966
 OR0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0966'0.3 KM (0.20 MI) EASTERLY ALONG U.S. HIGHWAY 18 FROM THE COURTHOUSE
 OR0966'IN WINNER, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG NORTH COUNTY ROAD
 OR0966'(COUNTY ROAD 6139) , THENCE 0.5 KM (0.30 MI) EASTERLY ALONG COUNTY
 OR0966'ROAD 3163, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG THE WINNER
 OR0966'MUNICIPAL AIRPORT ENTRANCE ROAD AND A TAXIWAY, THENCE 0.7 KM (0.45
 OR0966'MI) NORTHWESTERLY ALONG A RUNWAY, 27.8 M (91.2 FT) SOUTH OF THE
 OR0966'NORTHWEST END OF RUNWAY 13-31, 19.7 M (64.6 FT) EAST-NORTHEAST OF THE
 OR0966'SOUTH CORNER OF A TURN-AROUND, 17.2 M (56.4 FT) SOUTHWEST OF THE
 OR0966'RUNWAY CENTER, AND 1.8 M (5.9 FT) SOUTH OF THE CURVED PAVEMENT EDGE
 OR0966'OF THE TURN-AROUND.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OR0966'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OR0966'FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY THE CITY OF
 OR0966'WINNER.  CONTACT--DON BICE--AIRPORT MANAGER, TELEPHONE NUMBER (605)
 OR0966'842-0740.
 OR0966
 OR0966                          STATION RECOVERY (1995)
 OR0966
 OR0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAM)
 OR0966'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) WEST OF DIXON, 0.2 MI
 OR0966'(0.3 KM) NORTHEAST OF WINNER, AT THE WINNER MUNICIPAL/BOB WILLEY FIELD
 OR0966'AND NEAR THE APPROACH END OF RUNWAY 13.  OWNERSHIP--CITY OF WINNER,
 OR0966'ROUTE 2 BOX 100, WINNER SD 57580.  AIRPORT MANAGER IS DON BICE, PHONE
 OR0966'605-842-0740.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 OR0966'18/183 AND STATE HIGHWAY 44 ON THE EAST SIDE OF WINNER, GO WEST ON
 OR0966'U.S. HIGHWAY 18/183 FOR 0.1 MI (0.2 KM) TO A PAVED ROAD RIGHT.  TURN
 OR0966'RIGHT AND GO NORTH ON COUNTY ROAD 6139 FOR 0.7 MI (1.1 KM) TO A PAVED
 OR0966'INTERSECTION.  TURN RIGHT AND GO EAST ON COUNTY ROAD 6563 FOR 0.3 MI
 OR0966'(0.5 KM) TO A PAVED ROAD LEFT AFTER PASSING THE BEACON.  TURN LEFT AND
 OR0966'GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE.
 OR0966'PASS THROUGH GATE, CONTINUE AHEAD AND GO NORTH ACROSS THE APRON FOR
 OR0966'0.05 MI (0.08 KM) TO A TAXIWAY RIGHT.  BEAR RIGHT AND GO NORTHEAST ON
 OR0966'A CONNECTOR TAXIWAY FOR 0.2 MI (0.3 KM) TO THE PAVED RUNWAY.  TURN
 OR0966'LEFT AND GO NORTHWEST ON THE RUNWAY FOR 0.45 MI (0.72 KM) TO THE
 OR0966'STATION ON THE LEFT JUST BEFORE REACHING THE TURNAROUND PAVEMENT.  THE
 OR0966'STATION IS 63.5 FT (19.4 M) EAST OF THE SOUTH CORNER OF THE TURNAROUND
 OR0966'PAVEMENT, 56.4 FT (17.2 M) SOUTHWEST OF THE RUNWAY CENTER AND 6.5 FT
 OR0966'(2.0 M) SOUTH OF THE CURVED PAVEMENT EDGE.  THIS IS A SECONDARY
 OR0966'AIRPORT CONTROL STATION.
 OR0966
 OR0966                          STATION RECOVERY (2023)
 OR0966
 OR0966'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 OR0966'NO SURFACE EVIDENCE FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0378 ***********************************************************************
 QQ0378  DESIGNATION -  WIST CHURCH NEAR SPIRE
 QQ0378  PID         -  QQ0378
 QQ0378  STATE/COUNTY-  SD/DAY
 QQ0378  COUNTRY     -  US
 QQ0378  USGS QUAD   -  DRYWOOD LAKES (2017)
 QQ0378
 QQ0378                         *CURRENT SURVEY CONTROL
 QQ0378  ______________________________________________________________________
 QQ0378* NAD 83(1996) POSITION- 45 32 36.10188(N) 097 14 22.79515(W)   ADJUSTED
 QQ0378  ______________________________________________________________________
 QQ0378  GEOID HEIGHT    -        -25.295 (meters)                     GEOID18
 QQ0378  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 QQ0378  HORZ ORDER      -  THIRD
 QQ0378
 QQ0378.The horizontal coordinates were established by classical geodetic methods
 QQ0378.and adjusted by the National Geodetic Survey in January 1998.
 QQ0378
 QQ0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0378.GEOID18 height accuracy estimate available here.
 QQ0378
 QQ0378.Click photographs - Photos may exist for this station.
 QQ0378
 QQ0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0378
 QQ0378. The following values were computed from the NAD 83(1996) position.
 QQ0378
 QQ0378;                    North         East     Units Scale Factor Converg.
 QQ0378;SPC SD N     -   193,702.055   815,529.807   MT  0.99997599   +1 57 12.9
 QQ0378;SPC SD N     -   635,504.16  2,675,617.38   sFT  0.99997599   +1 57 12.9
 QQ0378;UTM  14      - 5,044,820.953   637,423.333   MT  0.99983219   +1 15 24.1
 QQ0378
 QQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3742344820(NAD 83)
 QQ0378
 QQ0378                          SUPERSEDED SURVEY CONTROL
 QQ0378
 QQ0378  NAD 83(1986)-  45 32 36.10212(N)    097 14 22.78219(W) AD(       ) 3
 QQ0378  NAD 27      -  45 32 36.25300(N)    097 14 21.47200(W) AD(       ) 3
 QQ0378  USSD        -  45 32 36.41700(N)    097 14 21.90700(W) AD(       ) 3
 QQ0378
 QQ0378.Superseded values are not recommended for survey control.
 QQ0378
 QQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0378.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0378
 QQ0378_MARKER: 90 = CHURCH SPIRE
 QQ0378
 QQ0378  HISTORY     - Date     Condition        Report By
 QQ0378  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0378  HISTORY     - 1952     MARK NOT FOUND   CGS
 QQ0378
 QQ0378                          STATION DESCRIPTION
 QQ0378
 QQ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QQ0378'THE STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0379 ***********************************************************************
 QQ0379  DESIGNATION -  WIST HIGH CHIMNEY LARGE BLDG
 QQ0379  PID         -  QQ0379
 QQ0379  STATE/COUNTY-  SD/DAY
 QQ0379  COUNTRY     -  US
 QQ0379  USGS QUAD   -  DRYWOOD LAKES (2017)
 QQ0379
 QQ0379                         *CURRENT SURVEY CONTROL
 QQ0379  ______________________________________________________________________
 QQ0379* NAD 83(1996) POSITION- 45 32 42.62285(N) 097 14 53.83548(W)   ADJUSTED
 QQ0379  ______________________________________________________________________
 QQ0379  GEOID HEIGHT    -        -25.290 (meters)                     GEOID18
 QQ0379  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 QQ0379  HORZ ORDER      -  THIRD
 QQ0379
 QQ0379.The horizontal coordinates were established by classical geodetic methods
 QQ0379.and adjusted by the National Geodetic Survey in January 1998.
 QQ0379
 QQ0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0379.GEOID18 height accuracy estimate available here.
 QQ0379
 QQ0379.Click photographs - Photos may exist for this station.
 QQ0379
 QQ0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 QQ0379
 QQ0379. The following values were computed from the NAD 83(1996) position.
 QQ0379
 QQ0379;                    North         East     Units Scale Factor Converg.
 QQ0379;SPC SD N     -   193,880.336   814,849.986   MT  0.99997626   +1 56 51.0
 QQ0379;SPC SD N     -   636,089.07  2,673,387.00   sFT  0.99997626   +1 56 51.0
 QQ0379;UTM  14      - 5,045,007.462   636,745.829   MT  0.99982991   +1 15 02.1
 QQ0379
 QQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3674545007(NAD 83)
 QQ0379
 QQ0379                          SUPERSEDED SURVEY CONTROL
 QQ0379
 QQ0379  NAD 83(1986)-  45 32 42.62309(N)    097 14 53.82259(W) AD(       ) 3
 QQ0379  NAD 27      -  45 32 42.77000(N)    097 14 52.51000(W) AD(       ) 3
 QQ0379  USSD        -  45 32 42.94000(N)    097 14 52.95000(W) AD(       ) 3
 QQ0379
 QQ0379.Superseded values are not recommended for survey control.
 QQ0379
 QQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0379.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0379
 QQ0379_MARKER: 85 = CHIMNEY
 QQ0379
 QQ0379  HISTORY     - Date     Condition        Report By
 QQ0379  HISTORY     - 1903     FIRST OBSERVED   CGS
 QQ0379
 QQ0379                          STATION DESCRIPTION
 QQ0379
 QQ0379'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1084 ***********************************************************************
 PT1084  DESIGNATION -  WOLF
 PT1084  PID         -  PT1084
 PT1084  STATE/COUNTY-  SD/STANLEY
 PT1084  COUNTRY     -  US
 PT1084  USGS QUAD   -  IRON POST BUTTES (2017)
 PT1084
 PT1084                         *CURRENT SURVEY CONTROL
 PT1084  ______________________________________________________________________
 PT1084* NAD 83(1996) POSITION- 44 38 12.09396(N) 100 39 30.72336(W)   ADJUSTED
 PT1084* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 PT1084  ______________________________________________________________________
 PT1084  GEOID HEIGHT    -        -22.456 (meters)                     GEOID18
 PT1084  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC18
 PT1084  HORZ ORDER      -  THIRD
 PT1084
 PT1084.The horizontal coordinates were established by classical geodetic methods
 PT1084.and adjusted by the National Geodetic Survey in January 1998.
 PT1084
 PT1084.The orthometric height was scaled from a topographic map.
 PT1084
 PT1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1084.GEOID18 height accuracy estimate available here.
 PT1084
 PT1084.Click photographs - Photos may exist for this station.
 PT1084
 PT1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1084
 PT1084. The following values were computed from the NAD 83(1996) position.
 PT1084
 PT1084;                    North         East     Units Scale Factor Converg.
 PT1084;SPC SD S     -   255,952.812   574,195.798   MT  1.00006517   -0 13 27.6
 PT1084;SPC SD S     -   839,738.52  1,883,840.71   sFT  1.00006517   -0 13 27.6
 PT1084;UTM  14      - 4,943,930.718   368,458.433   MT  0.99981278   -1 09 55.7
 PT1084
 PT1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1084!SPC SD S     -   0.99991739  x   1.00006517  =   0.99998255
 PT1084!UTM  14      -   0.99991739  x   0.99981278  =   0.99973018
 PT1084
 PT1084:                Primary Azimuth Mark                     Grid Az
 PT1084:SPC SD S     -  WOLF AZ MK                               267 06 36.6
 PT1084:UTM  14      -  WOLF AZ MK                               268 03 04.7
 PT1084
 PT1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ6845843930(NAD 83)
 PT1084
 PT1084|---------------------------------------------------------------------|
 PT1084| PID    Reference Object                     Distance      Geod. Az  |
 PT1084|                                                           dddmmss.s |
 PT1084| CO7225 WOLF RM 1                            10.710 METERS 20908     |
 PT1084| CO7224 WOLF AZ MK                                         2665309.0 |
 PT1084| CO7226 WOLF RM 2                             8.022 METERS 32102     |
 PT1084|---------------------------------------------------------------------|
 PT1084
 PT1084                          SUPERSEDED SURVEY CONTROL
 PT1084
 PT1084  NAD 83(1986)-  44 38 12.08833(N)    100 39 30.72585(W) AD(       ) 3
 PT1084  NAD 27      -  44 38 12.15500(N)    100 39 29.19900(W) AD(       ) 3
 PT1084
 PT1084.Superseded values are not recommended for survey control.
 PT1084
 PT1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1084.See file dsdata.pdf to determine how the superseded data were derived.
 PT1084
 PT1084_MARKER: DS = TRIANGULATION STATION DISK
 PT1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1084_STAMPING: WOLF 1948
 PT1084_MARK LOGO: CGS
 PT1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1084+STABILITY: SURFACE MOTION
 PT1084
 PT1084  HISTORY     - Date     Condition        Report By
 PT1084  HISTORY     - 1948     MONUMENTED       CGS
 PT1084
 PT1084                          STATION DESCRIPTION
 PT1084
 PT1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)
 PT1084'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST OF FORT BENNETT AND
 PT1084'ABOUT 1 MILE WEST OF THE MISSOURI RIVER IN THE SE 1/4 SEC 19.,
 PT1084'T8N., R29E. AND ON LAND OWNED BY MR. W.H. INGERTON OF AMARILLO,
 PT1084'TEXAS.  IT IS 0.4 MILE EAST OF THE FORT BENNETT ROAD AND 9 FEET
 PT1084'WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PT1084'IS STAMPED WOLF 1948.
 PT1084'
 PT1084'REFERENCE MARK NO. 1 IS 35.14 FEET SOUTH-SOUTHWEST OF THE
 PT1084'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WOLF
 PT1084'NO 1 1948.
 PT1084'
 PT1084'REFERENCE MARK NO. 2 IS 26.32 FEET NORTHWEST OF THE STATION.
 PT1084'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WOLF NO 2 1948.
 PT1084'
 PT1084'THE AZIMUTH MARK IS APPROX. 0.6 MILE WEST OF THE STATION, 24.5
 PT1084'FEET WEST OF DIRT ROAD AND 4 FEET NORTHEAST OF A WITNESS POST.
 PT1084'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WOLF 1948.
 PT1084'
 PT1084'TO REACH FROM THE WEST END OF THE MISSOURI RIVER BRIDGE BETWEEN
 PT1084'PIERRE AND FORT PIERRE, GO SOUTHERLY ON U.S. HIGHWAY 83 AND 14
 PT1084'FOR 0.3 MILE, HERE TURN RIGHT ON U.S. HIGHWAY 14 FOR 2.25 MILES
 PT1084'TO CROSSROADS AT TOP OF HILL, TURN RIGHT AND FOLLOW MAIN ROAD
 PT1084'FOR 6.0 MILES TO FORK, TAKE RIGHT ROAD FOR 7.4 MILES TO FORK,
 PT1084'TURN LEFT AND CONTINUE FOR 3.1 MILES TO FORK, KEEP RIGHT AND
 PT1084'CONTINUE FOR 5.4 MILES TO FORK AT TOP OF RIDGE, TURN RIGHT AND
 PT1084'GO 6.1 MILES TO A PLANK BRIDGE, CROSS BRIDGE AND CONTINUE
 PT1084'FOR 2.1 MILES TO WHERE THE ROAD STARTS DOWN HILL.  HERE LEAVE
 PT1084'THE ROAD, TURNING RIGHT ALONG THE CREST OF THE RIDGE FOR 0.2
 PT1084'MILE TO A GAP IN THE FENCE, GO THROUGH GAP AND GO
 PT1084'SOUTHEAST ON THE RIDGE 0.2 MILE TO HIGHEST POINT AND THE
 PT1084'STATION AS DESCRIBED.
 PT1084'
 PT1084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2256 ***********************************************************************
 PU2256  DESIGNATION -  WOLF
 PU2256  PID         -  PU2256
 PU2256  STATE/COUNTY-  SD/BUTTE
 PU2256  COUNTRY     -  US
 PU2256  USGS QUAD   -  OWL BUTTE SE (2017)
 PU2256
 PU2256                         *CURRENT SURVEY CONTROL
 PU2256  ______________________________________________________________________
 PU2256* NAD 83(1996) POSITION- 44 48 24.40392(N) 103 00 35.26266(W)   ADJUSTED
 PU2256* NAVD 88 ORTHO HEIGHT -   860.    (meters)     2822.    (feet) SCALED
 PU2256  ______________________________________________________________________
 PU2256  GEOID HEIGHT    -        -17.241 (meters)                     GEOID18
 PU2256  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 PU2256  HORZ ORDER      -  THIRD
 PU2256
 PU2256.The horizontal coordinates were established by classical geodetic methods
 PU2256.and adjusted by the National Geodetic Survey in January 1998.
 PU2256
 PU2256.The orthometric height was scaled from a topographic map.
 PU2256
 PU2256.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2256.GEOID18 height accuracy estimate available here.
 PU2256
 PU2256.Click photographs - Photos may exist for this station.
 PU2256
 PU2256.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2256
 PU2256. The following values were computed from the NAD 83(1996) position.
 PU2256
 PU2256;                    North         East     Units Scale Factor Converg.
 PU2256;SPC SD N     -   112,596.714   361,958.111   MT  0.99994817   -2 07 48.5
 PU2256;SPC SD N     -   369,411.05  1,187,524.24   sFT  0.99994817   -2 07 48.5
 PU2256;UTM  13      - 4,963,413.039   657,385.150   MT  0.99990460   +1 24 10.2
 PU2256
 PU2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2256!SPC SD N     -   0.99986781  x   0.99994817  =   0.99981598
 PU2256!UTM  13      -   0.99986781  x   0.99990460  =   0.99977242
 PU2256
 PU2256:                Primary Azimuth Mark                     Grid Az
 PU2256:SPC SD N     -  OWL BUTTE                                271 32 57.4
 PU2256:UTM  13      -  OWL BUTTE                                268 00 58.7
 PU2256
 PU2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK5738563413(NAD 83)
 PU2256
 PU2256|---------------------------------------------------------------------|
 PU2256| PID    Reference Object                     Distance      Geod. Az  |
 PU2256|                                                           dddmmss.s |
 PU2256| CQ4447 WOLF RM 1                             9.805 METERS 09858     |
 PU2256| CQ4448 WOLF RM 2                             9.845 METERS 19557     |
 PU2256| PU2257 OWL BUTTE                           APPROX.17.0 KM 2692508.9 |
 PU2256|---------------------------------------------------------------------|
 PU2256
 PU2256                          SUPERSEDED SURVEY CONTROL
 PU2256
 PU2256  NAD 83(1993)-  44 48 24.39683(N)    103 00 35.26196(W) AD(       ) 3
 PU2256  NAD 83(1986)-  44 48 24.39430(N)    103 00 35.25986(W) AD(       ) 3
 PU2256  NAD 27      -  44 48 24.43900(N)    103 00 33.63900(W) AD(       ) 3
 PU2256
 PU2256.Superseded values are not recommended for survey control.
 PU2256
 PU2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2256.See file dsdata.pdf to determine how the superseded data were derived.
 PU2256
 PU2256_MARKER: DS = TRIANGULATION STATION DISK
 PU2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2256_STAMPING: WOLF 1951
 PU2256_MARK LOGO: CGS
 PU2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2256+STABILITY: SURFACE MOTION
 PU2256
 PU2256  HISTORY     - Date     Condition        Report By
 PU2256  HISTORY     - 1951     MONUMENTED       CGS
 PU2256
 PU2256                          STATION DESCRIPTION
 PU2256
 PU2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 PU2256'THE STATION IS ABOUT 5 MILES SOUTHWEST OF SULPHUR, 2 MILES WEST
 PU2256'OF THE BUTTE-MEADE COUNTY LINE AND 200 YARDS SOUTH OF U.S.
 PU2256'HIGHWAY NO. 212.
 PU2256'
 PU2256'TO REACH THE STATION FROM THE POST OFFICE IN SULPHUR GO
 PU2256'SOUTHWESTERLY ON U.S. HIGHWAY NO. 212 FOR 5.4 MILES TO THE
 PU2256'STATION MARK ON THE LEFT AS DESCRIBED.  TO REACH THE B.M. U
 PU2256'121, CONTINUE WESTERLY ON THE HIGHWAY FOR 0.6 MILE TO THE MARK
 PU2256'ON THE RIGHT AS DESCRIBED.
 PU2256'
 PU2256'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2256'WOLF 1951.
 PU2256'
 PU2256'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2256'WOLF NO 1 1951.
 PU2256'
 PU2256'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PU2256'WOLF NO 21951.
 PU2256'
 PU2256'B.M. U 121 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF
 PU2256'A 6-INCH SQUARE CONCRETE POST.  IT IS 50 FEET NORTH OF THE
 PU2256'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 PU2256'U 121 1934.
 PU2256'
 PU2256'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 PU2256'THE TOPS OF 12-INCH CONCRETE CYLINDERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0453 ***********************************************************************
 QT0453  DESIGNATION -  WOLF
 QT0453  PID         -  QT0453
 QT0453  STATE/COUNTY-  SD/PERKINS
 QT0453  COUNTRY     -  US
 QT0453  USGS QUAD   -  GRANDMAS BUTTE (2017)
 QT0453
 QT0453                         *CURRENT SURVEY CONTROL
 QT0453  ______________________________________________________________________
 QT0453* NAD 83(1996) POSITION- 45 30 08.32694(N) 102 40 44.75399(W)   ADJUSTED
 QT0453* NAVD 88 ORTHO HEIGHT -   887.    (meters)     2910.    (feet) SCALED
 QT0453  ______________________________________________________________________
 QT0453  GEOID HEIGHT    -        -17.673 (meters)                     GEOID18
 QT0453  LAPLACE CORR    -         -5.70  (seconds)                    DEFLEC18
 QT0453  HORZ ORDER      -  SECOND
 QT0453
 QT0453.The horizontal coordinates were established by classical geodetic methods
 QT0453.and adjusted by the National Geodetic Survey in January 1998.
 QT0453
 QT0453.The orthometric height was scaled from a topographic map.
 QT0453
 QT0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0453.GEOID18 height accuracy estimate available here.
 QT0453
 QT0453.Click photographs - Photos may exist for this station.
 QT0453
 QT0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0453
 QT0453. The following values were computed from the NAD 83(1996) position.
 QT0453
 QT0453;                    North         East     Units Scale Factor Converg.
 QT0453;SPC SD N     -   188,929.359   390,659.914   MT  0.99997009   -1 53 46.0
 QT0453;SPC SD N     -   619,845.74  1,281,690.07   sFT  0.99997009   -1 53 46.0
 QT0453;UTM  13      - 5,041,373.582   681,316.396   MT  1.00000421   +1 39 21.2
 QT0453
 QT0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0453!SPC SD N     -   0.99986366  x   0.99997009  =   0.99983375
 QT0453!UTM  13      -   0.99986366  x   1.00000421  =   0.99986787
 QT0453
 QT0453:                Primary Azimuth Mark                     Grid Az
 QT0453:SPC SD N     -  WOLF AZ MK                               340 10 39.1
 QT0453:UTM  13      -  WOLF AZ MK                               336 37 31.9
 QT0453
 QT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8131641373(NAD 83)
 QT0453
 QT0453|---------------------------------------------------------------------|
 QT0453| PID    Reference Object                     Distance      Geod. Az  |
 QT0453|                                                           dddmmss.s |
 QT0453| CQ9050 WOLF RM 1                             9.648 METERS 02505     |
 QT0453| QT0395 BISON MUNICIPAL TANK                APPROX.17.2 KM 0821229.9 |
 QT0453| CQ9051 WOLF RM 2                             9.995 METERS 11245     |
 QT0453| CQ9049 WOLF AZ MK                                         3381653.1 |
 QT0453|---------------------------------------------------------------------|
 QT0453
 QT0453                          SUPERSEDED SURVEY CONTROL
 QT0453
 QT0453  NAD 83(1993)-  45 30 08.31776(N)    102 40 44.75207(W) AD(       ) 2
 QT0453  NAD 83(1986)-  45 30 08.31730(N)    102 40 44.75170(W) AD(       ) 2
 QT0453  NAD 27      -  45 30 08.36000(N)    102 40 43.17500(W) AD(       ) 2
 QT0453
 QT0453.Superseded values are not recommended for survey control.
 QT0453
 QT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0453.See file dsdata.pdf to determine how the superseded data were derived.
 QT0453
 QT0453_MARKER: DS = TRIANGULATION STATION DISK
 QT0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0453_STAMPING: WOLF 1952
 QT0453_MARK LOGO: CGS
 QT0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0453+STABILITY: SURFACE MOTION
 QT0453
 QT0453  HISTORY     - Date     Condition        Report By
 QT0453  HISTORY     - 1952     MONUMENTED       CGS
 QT0453
 QT0453                          STATION DESCRIPTION
 QT0453
 QT0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0453'THE STATION IS ON LAND OWNED BY C.J. SNORTELAND, IN SECTION 20, T
 QT0453'18 N, R 12 E, ON A HIGH GRASSY KNOLL WHICH IS LOCALLY KNOWN
 QT0453'AS WOLF HILL, ABOUT 10-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF
 QT0453'BISON, 6 MILES EAST OF STROOL, 0.1 MILE NORTHWEST OF THE
 QT0453'SNORTELANDS FARM BUILDINGS AND 8.5 FEET NORTH OF A WHITE 4 IN X
 QT0453'4 IN WITNESS POST.
 QT0453'
 QT0453'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 QT0453'A GRAVELED ROAD LEADING SOUTH TO BISON (1/2 MILE NORTH OF BISON),
 QT0453'GO WEST ON STATE HIGHWAY 8 FOR 11 MILES TO A CROSS ROAD, (THERE
 QT0453'IS SOME FARM BUILDINGS IN THE NORTHWEST ANGLE OF THIS
 QT0453'INTERSECTION) TURN LEFT (SOUTH) AND FOLLOW THE MAIN GRADED DIRT
 QT0453'ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 QT0453'DESCRIBED BELOW, CONTINUE SOUTHERLY ON THE MAIN ROAD FOR
 QT0453'0.55 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT (EAST) AND
 QT0453'GO FOR 0.15 MILE TO THE TOP OF A RIDGE, TURN RIGHT (SOUTH)
 QT0453'AND GO FOR 0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 QT0453'
 QT0453'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0453'WOLF 1952.
 QT0453'
 QT0453'REFERENCE MARK 1 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QT0453'WOLF NO 1 1952.
 QT0453'
 QT0453'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED WOLF
 QT0453'NO 2 1952.
 QT0453'
 QT0453'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTER OF THE GRADED
 QT0453'ROAD, 17 FEET WEST OF A WIRE FENCE, 11.5 FEET SOUTH OF A POWERLINE
 QT0453'POLE, AND 3 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 QT0453'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED WOLF 1952.
 QT0453'
 QT0453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0902 ***********************************************************************
 OQ0902  DESIGNATION -  WOLF CREEK
 OQ0902  PID         -  OQ0902
 OQ0902  STATE/COUNTY-  SD/HUTCHINSON
 OQ0902  COUNTRY     -  US
 OQ0902  USGS QUAD   -  CLAYTON NE (2017)
 OQ0902
 OQ0902                         *CURRENT SURVEY CONTROL
 OQ0902  ______________________________________________________________________
 OQ0902* NAD 83(1996) POSITION- 43 28 47.84878(N) 097 36 45.94007(W)   ADJUSTED
 OQ0902* NAVD 88 ORTHO HEIGHT -   419.0   (meters)     1375.    (feet) VERTCON3
 OQ0902  ______________________________________________________________________
 OQ0902  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 OQ0902  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 OQ0902  HORZ ORDER      -  FIRST
 OQ0902
 OQ0902.The horizontal coordinates were established by classical geodetic methods
 OQ0902.and adjusted by the National Geodetic Survey in January 1998.
 OQ0902
 OQ0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0902
 OQ0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0902.GEOID18 height accuracy estimate available here.
 OQ0902
 OQ0902.Click photographs - Photos may exist for this station.
 OQ0902
 OQ0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0902
 OQ0902. The following values were computed from the NAD 83(1996) position.
 OQ0902
 OQ0902;                    North         East     Units Scale Factor Converg.
 OQ0902;SPC SD S     -   130,983.806   820,044.396   MT  0.99990978   +1 52 36.5
 OQ0902;SPC SD S     -   429,736.04  2,690,428.99   sFT  0.99990978   +1 52 36.5
 OQ0902;UTM  14      - 4,815,050.192   612,188.084   MT  0.99975482   +0 57 16.8
 OQ0902
 OQ0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0902!SPC SD S     -   0.99993839  x   0.99990978  =   0.99984818
 OQ0902!UTM  14      -   0.99993839  x   0.99975482  =   0.99969323
 OQ0902
 OQ0902:                Primary Azimuth Mark                     Grid Az
 OQ0902:SPC SD S     -  BRIDGEWATER CHURCH 1 SPIRE               045 44 06.0
 OQ0902:UTM  14      -  BRIDGEWATER CHURCH 1 SPIRE               046 39 25.7
 OQ0902
 OQ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP1218815050(NAD 83)
 OQ0902
 OQ0902|---------------------------------------------------------------------|
 OQ0902| PID    Reference Object                     Distance      Geod. Az  |
 OQ0902|                                                           dddmmss.s |
 OQ0902| OQ0928 BRIDGEWATER CHURCH 1 SPIRE          APPROX.11.9 KM 0473642.5 |
 OQ0902| OQ0929 BRIDGEWATER CHURCH 2 SPIRE          APPROX.12.0 KM 0483512.1 |
 OQ0902| OQ0869 BRIDGEWATER ELEVATOR                APPROX.11.8 KM 0501717.2 |
 OQ0902| OQ0898 DOLTON HIGHEST RED ELEV C OF 3      APPROX.18.3 KM 0863523.1 |
 OQ0902| CO4126 WOLF CREEK RM                                      08939     |
 OQ0902| OQ0896 FREEMAN ELEVATOR                    APPROX.20.0 KM 1342347.0 |
 OQ0902| OQ0894 FREEMAN CHURCH SPIRE                APPROX.20.2 KM 1345414.8 |
 OQ0902| OQ0895 FREEMAN SCHSE SQUATTY SPIRE         APPROX.20.4 KM 1351044.4 |
 OQ0902| OQ0905 GERMAN BAPTIST CHURCH SPIRE         APPROX. 5.5 KM 2821928.0 |
 OQ0902| OQ0936 ALEXANDRIA SE PART TOWN ELEV        APPROX.23.5 KM 3242200.8 |
 OQ0902| OQ0938 ALEXANDRIA BAPTIST CH SPIRE         APPROX.23.8 KM 3250650.2 |
 OQ0902| OQ0935 ALEXANDRIA COURTHOUSE DOME          APPROX.23.6 KM 3253456.5 |
 OQ0902| OQ0930 CHURCH ON E END OF RIDGE SPIRE      APPROX. 9.0 KM 3415936.4 |
 OQ0902| OQ0927 EMERY ELEVATOR                      APPROX.13.4 KM 3571511.9 |
 OQ0902|---------------------------------------------------------------------|
 OQ0902
 OQ0902                          SUPERSEDED SURVEY CONTROL
 OQ0902
 OQ0902  NAD 83(1995)-  43 28 47.85315(N)    097 36 45.92744(W) AD(       ) 1
 OQ0902  NAD 83(1986)-  43 28 47.85867(N)    097 36 45.92381(W) AD(       ) 1
 OQ0902  NAD 27      -  43 28 47.91700(N)    097 36 44.67900(W) AD(       ) 1
 OQ0902  USSD        -  43 28 48.10000(N)    097 36 45.05300(W) AD(       ) 3
 OQ0902  NGVD 29 (07/19/86)  418.7    (m)         1374.     (f) VERT ANG       
 OQ0902
 OQ0902.Superseded values are not recommended for survey control.
 OQ0902
 OQ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0902.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0902
 OQ0902_MARKER: N = NAIL
 OQ0902_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 OQ0902_SP_SET: WOOD POST
 OQ0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0902
 OQ0902  HISTORY     - Date     Condition        Report By
 OQ0902  HISTORY     - 1901     MONUMENTED       CGS
 OQ0902  HISTORY     - 1903     GOOD             CGS
 OQ0902  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OQ0902  HISTORY     - 1954     MARK NOT FOUND   USGS
 OQ0902
 OQ0902                          STATION DESCRIPTION
 OQ0902
 OQ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 OQ0902'SITUATED IN THE SE 1/4 NW 1/4 SEC. 17, T100N, R57W,
 OQ0902'IN AN OPEN FIELD BELONGING TO JOHN D. HOFER, AND ABOUT 400
 OQ0902'YARDS WEST OF THE NORTHWEST CORNER OF A GROVE OF COTTONWOOD
 OQ0902'TREES BELONGING TO JOSEPH POLLMAN, AND NEARLY ON AN EAST-AND-WEST
 OQ0902'LINE SEPARATING HOFERS AND POLLMANS FARMS.  THE SURFACE MARK
 OQ0902'IS A NAIL IN THE TOP OF A 4- BY 6-INCH PINE STUB, AND THE
 OQ0902'UNDERGROUND MARK IS A COPPER TACK IN THE CORK OF A STONE JUG.
 OQ0902'THE REFERENCE MARK IS IN THE NORTHWEST CORNER OF THE
 OQ0902'COTTONWOOD GROVE MENTIONED ABOVE AND 234.342 METERS FROM THE
 OQ0902'STATION N 89 DEG 39 MIN E.  THE NORTHWEST
 OQ0902'CORNER OF SEC.  17, T100N, R57W, WAS CONNECTED WITH
 OQ0902'THE STATION.  THE FOLLOWING BEARINGS AND DISTANCES ARE
 OQ0902'FROM THE TRIANGULATION STATION--CHIMNEY ON HOUSE OF POWELL
 OQ0902'POLLMAN, N 68 DEG 54 MIN W, ABOUT 1/2 MILE.  WINDMILL
 OQ0902'OF JOHN D. HOFER, N 34 DEG 03 MIN W, ABOUT 2/3 MILE.
 OQ0902'WINDMILL TOWER OF JOSEPH POLLMAN, S 56 DEG 45 MIN E.
 OQ0902'ABOUT 3/4 MILE.
 OQ0902
 OQ0902                          STATION RECOVERY (1935)
 OQ0902
 OQ0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0902'EVIDENTLY STATION WAS REBUILT WHEN VISITED IN 1903.  INSTEAD OF
 OQ0902'PINE STUB SURFACE MARK DESCRIBED, TERRA-COTTA PIPE AND CONCRETE
 OQ0902'IN MANY PIECES WAS FOUND AND IN LINE OF FENCE AT SOUTH EDGE
 OQ0902'OF CULTIVATED FIELD.  REFERENCE MARK WAS NOT RECOVERED.  OWNER
 OQ0902'OF LAND HAD NO KNOWLEDGE OF IT.  SPENT THREE-FOURTHS DAY IN
 OQ0902'CAREFUL SEARCH AND EXCAVATING 769 FEET WEST OF NORTHWEST
 OQ0902'CORNER OF COTTONWOOD GROVE WITHOUT AVAIL.
 OQ0902
 OQ0902                          STATION RECOVERY (1954)
 OQ0902
 OQ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OQ0902'STATION SEARCHED FOR BUT COULD NOT BE FOUND, PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0692 ***********************************************************************
 PS0692  DESIGNATION -  WOLF CREEK RESET
 PS0692  PID         -  PS0692
 PS0692  STATE/COUNTY-  SD/BUFFALO
 PS0692  COUNTRY     -  US
 PS0692  USGS QUAD   -  BIG BEND DAM SE (2017)
 PS0692
 PS0692                         *CURRENT SURVEY CONTROL
 PS0692  ______________________________________________________________________
 PS0692* NAD 83(1996) POSITION- 44 01 59.59580(N) 099 18 11.50642(W)   ADJUSTED
 PS0692* NAVD 88 ORTHO HEIGHT -   507.    (meters)     1663.    (feet) SCALED
 PS0692  ______________________________________________________________________
 PS0692  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 PS0692  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 PS0692  HORZ ORDER      -  SECOND
 PS0692
 PS0692.The horizontal coordinates were established by classical geodetic methods
 PS0692.and adjusted by the National Geodetic Survey in January 1998.
 PS0692
 PS0692.The orthometric height was scaled from a topographic map.
 PS0692
 PS0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0692.GEOID18 height accuracy estimate available here.
 PS0692
 PS0692.Click photographs - Photos may exist for this station.
 PS0692
 PS0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0692
 PS0692. The following values were computed from the NAD 83(1996) position.
 PS0692
 PS0692;                    North         East     Units Scale Factor Converg.
 PS0692;SPC SD S     -   189,358.001   682,569.614   MT  0.99993305   +0 42 38.3
 PS0692;SPC SD S     -   621,252.04  2,239,397.14   sFT  0.99993305   +0 42 38.3
 PS0692;UTM  14      - 4,875,607.322   475,705.076   MT  0.99960726   -0 12 38.7
 PS0692
 PS0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0692!SPC SD S     -   0.99992437  x   0.99993305  =   0.99985742
 PS0692!UTM  14      -   0.99992437  x   0.99960726  =   0.99953166
 PS0692
 PS0692:                Primary Azimuth Mark                     Grid Az
 PS0692:SPC SD S     -  WOLF CREEK AZ MK                         139 24 02.2
 PS0692:UTM  14      -  WOLF CREEK AZ MK                         140 19 19.2
 PS0692
 PS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7570575607(NAD 83)
 PS0692
 PS0692|---------------------------------------------------------------------|
 PS0692| PID    Reference Object                     Distance      Geod. Az  |
 PS0692|                                                           dddmmss.s |
 PS0692| CO7228 WOLF CREEK RM 1                      13.437 METERS 06008     |
 PS0692| CO7227 WOLF CREEK AZ MK                                   1400640.5 |
 PS0692| CO7229 WOLF CREEK RM 2                      10.428 METERS 16236     |
 PS0692|---------------------------------------------------------------------|
 PS0692
 PS0692                          SUPERSEDED SURVEY CONTROL
 PS0692
 PS0692  NAD 83(1986)-  44 01 59.59436(N)    099 18 11.51329(W) AD(       ) 2
 PS0692  NAD 27      -  44 01 59.62000(N)    099 18 10.14200(W) AD(       ) 2
 PS0692  MORC        -  44 01 57.01000(N)    099 18 10.48000(W) AD(       ) 3
 PS0692
 PS0692.Superseded values are not recommended for survey control.
 PS0692
 PS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0692.See file dsdata.pdf to determine how the superseded data were derived.
 PS0692
 PS0692_MARKER: DS = TRIANGULATION STATION DISK
 PS0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PS0692_STAMPING: WOLF CREEK MRC 1948
 PS0692_MARK LOGO: CGS
 PS0692_MAGNETIC: P = MARKER IS A STEEL PIPE
 PS0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0692
 PS0692  HISTORY     - Date     Condition        Report By
 PS0692  HISTORY     - 1889     MONUMENTED       MORC
 PS0692  HISTORY     - 1962     GOOD             CGS
 PS0692
 PS0692                          STATION DESCRIPTION
 PS0692
 PS0692'DESCRIBED BY MISSOURI RIVER COMMISSION 1889 (MEW)
 PS0692'LOCATED ABOUT 6-1/2 MILES EAST AND 1-1/2 MILES SOUTH OF FORT
 PS0692'THOMPSON, AND 14 MILES NORTH OF CHAMBERLAIN.  IN THE NW 1/4
 PS0692'OF SECTION 36 T. 107 N., R. 71 W.  ON THE CROW INDIAN RESERVATION.
 PS0692'IT IS ON THE HIGHEST PART OF A KNOLL IN A HAYFIELD.  THE MARK
 PS0692'IS A MISSOURI RIVER COMMISSION PIPE MARK, WHICH CONSISTS OF
 PS0692'A 3 INCH IRON PIPE THAT PROJECTS ABOUT 2 FEET WITH AN IRON
 PS0692'CAPE BOLTED ON THE TOP.  THE PIPE WAS REINFORCED WITH CONCRETE
 PS0692'AROUND ITS BASE, THE PIPE WAS FILLED WITH CONCRETE AND A
 PS0692'STANDARD USC AND GS DISC SET IN THE TOP AND THE M.R.C. CAP
 PS0692'REPLACED.  THE DISC IS STAMPED WOLF CREEK M.R.C. 1948.
 PS0692'
 PS0692'REFERENCE MARK NO. 1 IS 44.09 FEET NORTHEAST OF THE STATION
 PS0692'AND ON THE SAME KNOLL AS THE STATION.  THE MARK PROJECTS ABOUT
 PS0692'6 INCHES AND THE DISC IS STAMPED WOLF CREEK M.R.C. 1948.  NO 1.
 PS0692'
 PS0692'REFERENCE MARK NO. 2 IS 34.22 FEET SOUTH OF THE STATION, ON
 PS0692'THE SAME KNOLL AS THE STATION.  THE MARK PROJECTS ABOUT 6 INCHES
 PS0692'AND THE DISC IS STAMPED WOLF CREEK M.R.C. NO 2 1948.
 PS0692'
 PS0692'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHEAST OF THE STATION, ON
 PS0692'THE HIGHEST PART OF A KNOLL IN THAT DIRECTION, 24 FEET EAST
 PS0692'OF A TRAIL ROAD AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE
 PS0692'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED WOLF CREEK
 PS0692'M.R.C. 1948.
 PS0692'
 PS0692'STATION WAS REACHED FROM THE RAILROAD DEPOT AT THE NORTH END
 PS0692'OF MAIN STREET IN CHAMBERLAIN, BY GOING NORTH ON STATE HIGHWAY
 PS0692'FOR 14 MILES TO A ROAD TO THE RIGHT AND A SIGN GANN VALLEY.
 PS0692'CONTINUE NORTH ON THE HIGHWAY FOR 2.2 MILES TO AN UNGRADED
 PS0692'ROAD TO THE RIGHT.  TURN RIGHT OR NORTH AND GO 0.35 MILE,
 PS0692'THENCE RIGHT OR EAST FOR 2.05 MILES TO A SMALL WOODEN BRIDGE.
 PS0692'CONTINUE EASTERLY FOR 1.0 MILE TO A DIM ROAD TO THE LEFT, JUST
 PS0692'AFTER CROSSING A SMALL CULVERT.  HERE TURN LEFT AND FOLLOW
 PS0692'TRACK ROAD, UP A DRAW TO THE TOP OF THE RIDGE AND IN A
 PS0692'NORTHWESTERLY DIRECTION, FOR 0.8 MILE TO THE AZIMUTH MARK ON
 PS0692'THE SUMMIT OF A KNOLL AND TO THE RIGHT OF THE TRACK ROAD.
 PS0692'CONTINUE IN A NORTHWESTERLY DIRECTION FOR 0.6 MILE TO THE
 PS0692'TOP OF A KNOLL AND THE STATION SITE, ABOUT 200 FEET NORTH
 PS0692'OF A FENCE.
 PS0692
 PS0692                          STATION RECOVERY (1962)
 PS0692
 PS0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PS0692'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 PS0692'MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 PS0692'STATION WAS NOT OCCUPIED AT THIS TIME AND THE DISTANCES AND
 PS0692'DIRECTIONS SHOWN ABOVE ARE THE 1948 DATA.
 PS0692'
 PS0692'THE HIGHWAYS AND COUNTY ROADS HAVE BEEN MODIFIED IN THE STATION
 PS0692'AREA AND THE 1948 ROUTE FOR THE STATION WAS FOUND TO BE
 PS0692'INADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 PS0692'
 PS0692'THE STATION IS 14 MILES NORTH OF CHAMBERLAIN, 7 MILES EAST OF
 PS0692'FORT THOMPSON, ABOUT 1-1/4 MILES EAST OF STATE HIGHWAY 47,
 PS0692'ON THE HIGHEST POINT OF A HIGH GRASS COVERED RIDGE IN THE
 PS0692'NW 1/4 OF SECTION 36 T, 107 N, R 17 W, ON THE CROW CREEK
 PS0692'INDIAN RESERVATION.
 PS0692'
 PS0692'TO REACH THE STATION FROM THE POST OFFICE IN FORT THOMPSON,
 PS0692'DRIVE SOUTHEASTERLY ON THE GRAVELED ROAD ALONG THE NORTHEAST
 PS0692'SIDE OF THE MISSOURI RIVER FOR 7.4 MILES TO ITS JUNCTION WITH
 PS0692'STATE HIGHWAY 47.  TURN LEFT ONTO THE HIGHWAY AND DRIVE NORTH
 PS0692'FOR 1.9 MILES TO A CROSSROAD.  TURN RIGHT AND DRIVE EAST ON
 PS0692'THE BLADED ROAD FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT, 100
 PS0692'FEET BEFORE REACHING A WOODEN BRIDGE OVER WOLF CREEK.  TURN
 PS0692'LEFT AND DRIVE NORTH ON THE BLADED ROAD UP WOLF CREEK VALLEY
 PS0692'FOR 0.5 MILE TO AN EAST-WEST POWERLINE ACROSS THE ROAD.  TURN
 PS0692'LEFT AND DRIVE WEST ALONG THE POWERLINE FOR 0.35 MILE TO A
 PS0692'SUMMIT AND THE INTERSECTION OF THE EAST-WEST POWERLINE WITH
 PS0692'A NORTH-SOUTH POWERLINE.  CONTINUE WEST UP THE CREST OF
 PS0692'THE RIDGE ON DIM TRACKS FOR 1.05 MILES TO THE HIGHEST PART
 PS0692'OF THE HILL AND THE STATION.
 PS0692'
 PS0692'THE STATION IS MARKED BY A MISSOURI RIVER COMMISSION PIPE, 4
 PS0692'INCHES IN DIAMETER, COVERED BY A HEAVY IRON CAP AND
 PS0692'REINFORCED WITH CONCRETE AT THE GROUND LEVEL.  THE HEAVY IRON
 PS0692'CAP IS REMOVABLE, THE INTERIOR OF THE PIPE FILLED
 PS0692'WITH CONCRETE AND A STANDARD USC AND GS STATION DISK SET FLUSH
 PS0692'IN THE CONCRETE.  THE DISK IS STAMPED WOLF CREEK M.R.C. 1948.
 PS0692'THE PIPE PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.
 PS0692'
 PS0692'REFERENCE MARK 1, A STANDARD DISK STAMPED WOLF CREEK M.R.C.
 PS0692'NO 1 1948, IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 PS0692'SQUARE AND PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PS0692'
 PS0692'REFERENCE MARK 2, A STANDARD DISK STAMPED WOLF CREEK M.R.C.
 PS0692'NO 2 1948, IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 PS0692'SQUARE, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PS0692'
 PS0692'THE AZIMUTH MARK, A STANDARD DISK STAMPED WOLF CREEK M.R.C.
 PS0692'1948, IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 PS0692'SQUARE, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PS0692'IT IS 2.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 PS0692'ATTACHED AND 0.55 MILE SOUTHEAST OF STATION ON THE CREST OF A
 PS0692'RIDGE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0613 ***********************************************************************
 PS0613  DESIGNATION -  WOLSEY GERMAN LUTH CH CROSS
 PS0613  PID         -  PS0613
 PS0613  STATE/COUNTY-  SD/BEADLE
 PS0613  COUNTRY     -  US
 PS0613  USGS QUAD   -  WOLSEY (2017)
 PS0613
 PS0613                         *CURRENT SURVEY CONTROL
 PS0613  ______________________________________________________________________
 PS0613* NAD 83(1996) POSITION- 44 24 51.65072(N) 098 28 31.07209(W)   ADJUSTED
 PS0613  ______________________________________________________________________
 PS0613  GEOID HEIGHT    -        -24.968 (meters)                     GEOID18
 PS0613  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 PS0613  HORZ ORDER      -  THIRD
 PS0613
 PS0613.The horizontal coordinates were established by classical geodetic methods
 PS0613.and adjusted by the National Geodetic Survey in January 1998.
 PS0613
 PS0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0613.GEOID18 height accuracy estimate available here.
 PS0613
 PS0613.Click photographs - Photos may exist for this station.
 PS0613
 PS0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0613
 PS0613. The following values were computed from the NAD 83(1996) position.
 PS0613
 PS0613;                    North         East     Units Scale Factor Converg.
 PS0613;SPC SD N     -    65,707.419   721,429.164   MT  1.00000045   +1 04 44.7
 PS0613;SPC SD N     -   215,575.09  2,366,888.85   sFT  1.00000045   +1 04 44.7
 PS0613;UTM  14      - 4,918,029.037   541,773.679   MT  0.99962146   +0 22 02.0
 PS0613
 PS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4177318029(NAD 83)
 PS0613
 PS0613                          SUPERSEDED SURVEY CONTROL
 PS0613
 PS0613  NAD 83(1986)-  44 24 51.64382(N)    098 28 31.08029(W) AD(       ) 3
 PS0613  NAD 27      -  44 24 51.70000(N)    098 28 29.73000(W) AD(       ) 3
 PS0613
 PS0613.Superseded values are not recommended for survey control.
 PS0613
 PS0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0613.See file dsdata.pdf to determine how the superseded data were derived.
 PS0613
 PS0613_MARKER: 91 = CHURCH CROSS
 PS0613
 PS0613  HISTORY     - Date     Condition        Report By
 PS0613  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0613
 PS0613                          STATION DESCRIPTION
 PS0613
 PS0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0613'POINT OBSERVED UPON WAS TIP OF CROSS ON GERMAN LUTHERAN CHURCH
 PS0613'IN N PART OF TOWN, APPROXIMATELY 60 FEET HIGH AND WAS BUILT IN
 PS0613'ABOUT 1900.
 PS0613'
 PS0613'STATION WAS OBSERVED UPON FROM HURON, CARLYLE, MILLET, HART,
 PS0613'WESS, HULBERT, AND ROSE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0612 ***********************************************************************
 PS0612  DESIGNATION -  WOLSEY MUNICIPAL TANK
 PS0612  PID         -  PS0612
 PS0612  STATE/COUNTY-  SD/BEADLE
 PS0612  COUNTRY     -  US
 PS0612  USGS QUAD   -  WOLSEY (2017)
 PS0612
 PS0612                         *CURRENT SURVEY CONTROL
 PS0612  ______________________________________________________________________
 PS0612* NAD 83(1996) POSITION- 44 24 37.94682(N) 098 28 34.02006(W)   ADJUSTED
 PS0612  ______________________________________________________________________
 PS0612  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 PS0612  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 PS0612  HORZ ORDER      -  THIRD
 PS0612
 PS0612.The horizontal coordinates were established by classical geodetic methods
 PS0612.and adjusted by the National Geodetic Survey in January 1998.
 PS0612
 PS0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0612.GEOID18 height accuracy estimate available here.
 PS0612
 PS0612.Click photographs - Photos may exist for this station.
 PS0612
 PS0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0612
 PS0612. The following values were computed from the NAD 83(1996) position.
 PS0612
 PS0612;                    North         East     Units Scale Factor Converg.
 PS0612;SPC SD N     -    65,283.270   721,371.916   MT  1.00000118   +1 04 42.6
 PS0612;SPC SD N     -   214,183.53  2,366,701.03   sFT  1.00000118   +1 04 42.6
 PS0612;UTM  14      - 4,917,605.794   541,711.190   MT  0.99962140   +0 21 59.8
 PS0612
 PS0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ4171117605(NAD 83)
 PS0612
 PS0612                          SUPERSEDED SURVEY CONTROL
 PS0612
 PS0612  NAD 83(1986)-  44 24 37.94005(N)    098 28 34.02957(W) AD(       ) 3
 PS0612  NAD 27      -  44 24 37.99600(N)    098 28 32.68600(W) AD(       ) 3
 PS0612
 PS0612.Superseded values are not recommended for survey control.
 PS0612
 PS0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0612.See file dsdata.pdf to determine how the superseded data were derived.
 PS0612
 PS0612_MARKER: 53 = ELEVATED TANK
 PS0612
 PS0612  HISTORY     - Date     Condition        Report By
 PS0612  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0612  HISTORY     - 1977     GOOD             NGS
 PS0612
 PS0612                          STATION DESCRIPTION
 PS0612
 PS0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0612'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK IN W PART
 PS0612'OF TOWN, APPROXIMATELY 150 FEET HIGH AND WAS BUILT IN 1922.
 PS0612'
 PS0612'STATION WAS OBSERVED UPON FROM HURON, CARLYLE, MILLET, ROSE,
 PS0612'HART, WESS, AND HULBERT.
 PS0612
 PS0612                          STATION RECOVERY (1977)
 PS0612
 PS0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 PS0612'STATION RECOVERED AS DESCRIBED IN QUAD 440982, STATION 1010.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0849 ***********************************************************************
 PU0849  DESIGNATION -  WOOD
 PU0849  PID         -  PU0849
 PU0849  STATE/COUNTY-  SD/MEADE
 PU0849  COUNTRY     -  US
 PU0849  USGS QUAD   -  FAIRPOINT (2017)
 PU0849
 PU0849                         *CURRENT SURVEY CONTROL
 PU0849  ______________________________________________________________________
 PU0849* NAD 83(1996) POSITION- 44 44 54.29114(N) 102 46 54.47509(W)   ADJUSTED
 PU0849* NAVD 88 ORTHO HEIGHT -   932.537 (meters)     3059.50  (feet) ADJUSTED
 PU0849  ______________________________________________________________________
 PU0849  GEOID HEIGHT    -        -17.723 (meters)                     GEOID18
 PU0849  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 PU0849  DYNAMIC HEIGHT  -        932.315 (meters)     3058.77  (feet) COMP
 PU0849  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 PU0849
 PU0849  HORZ ORDER      -  SECOND
 PU0849  VERT ORDER      -  SECOND    CLASS 0
 PU0849
 PU0849.The horizontal coordinates were established by classical geodetic methods
 PU0849.and adjusted by the National Geodetic Survey in January 1998.
 PU0849
 PU0849.The orthometric height was determined by differential leveling and
 PU0849.adjusted by the NATIONAL GEODETIC SURVEY
 PU0849.in June 1991.
 PU0849
 PU0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0849.GEOID18 height accuracy estimate available here.
 PU0849
 PU0849.Click photographs - Photos may exist for this station.
 PU0849
 PU0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0849
 PU0849.The dynamic height is computed by dividing the NAVD 88
 PU0849.geopotential number by the normal gravity value computed on the
 PU0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0849.degrees latitude (g = 980.6199 gals.).
 PU0849
 PU0849.The modeled gravity was interpolated from observed gravity values.
 PU0849
 PU0849. The following values were computed from the NAD 83(1996) position.
 PU0849
 PU0849;                    North         East     Units Scale Factor Converg.
 PU0849;SPC SD N     -   105,469.934   379,759.943   MT  0.99995300   -1 58 07.6
 PU0849;SPC SD N     -   346,029.28  1,245,929.08   sFT  0.99995300   -1 58 07.6
 PU0849;UTM  13      - 4,957,396.520   675,592.042   MT  0.99997916   +1 33 43.2
 PU0849
 PU0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0849!SPC SD N     -   0.99985659  x   0.99995300  =   0.99980959
 PU0849!UTM  13      -   0.99985659  x   0.99997916  =   0.99983575
 PU0849
 PU0849:                Primary Azimuth Mark                     Grid Az
 PU0849:SPC SD N     -  TOPPER                                   197 03 38.9
 PU0849:UTM  13      -  TOPPER                                   193 31 48.1
 PU0849
 PU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7559257396(NAD 83)
 PU0849
 PU0849|---------------------------------------------------------------------|
 PU0849| PID    Reference Object                     Distance      Geod. Az  |
 PU0849|                                                           dddmmss.s |
 PU0849| PU0848 WOOD RM 1                             5.470 METERS 17946     |
 PU0849| PU2243 TOPPER                              APPROX. 4.9 KM 1950531.3 |
 PU0849| PU0847 WOOD RM 2                            12.787 METERS 27233     |
 PU0849|---------------------------------------------------------------------|
 PU0849
 PU0849                          SUPERSEDED SURVEY CONTROL
 PU0849
 PU0849  NAD 83(1993)-  44 44 54.28364(N)    102 46 54.47477(W) AD(       ) 2
 PU0849  NAD 83(1986)-  44 44 54.28285(N)    102 46 54.47391(W) AD(       ) 2
 PU0849  NAD 27      -  44 44 54.32460(N)    102 46 52.86750(W) AD(       ) 2
 PU0849  NGVD 29 (??/??/92)  932.074  (m)         3057.98   (f) ADJ UNCH    2 0
 PU0849  NGVD 29             932.07   (m)         3058.0    (f) LEVELING    3  
 PU0849
 PU0849.Superseded values are not recommended for survey control.
 PU0849
 PU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0849.See file dsdata.pdf to determine how the superseded data were derived.
 PU0849
 PU0849_MARKER: DS = TRIANGULATION STATION DISK
 PU0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0849_STAMPING: WOOD 1962
 PU0849_MARK LOGO: CGS
 PU0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0849+STABILITY: SURFACE MOTION
 PU0849
 PU0849  HISTORY     - Date     Condition        Report By
 PU0849  HISTORY     - 1962     MONUMENTED       CGS
 PU0849  HISTORY     - 1962     GOOD             CGS
 PU0849
 PU0849                          STATION DESCRIPTION
 PU0849
 PU0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0849'THE STATION IS LOCATED 6 MILES WEST OF STONEVILLE, 0.75 MILE
 PU0849'EAST OF FAIRPOINT, 0.05 MILE EAST OF A CURVE IN THE ROAD,
 PU0849'ON THE ROAD RIGHT-OF-WAY.
 PU0849'
 PU0849'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT
 PU0849'FAIRPOINT GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A
 PU0849'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.7
 PU0849'MILE TO A CURVE IN THE ROAD.  CONTINUE STRAIGHT AHEAD AND GO
 PU0849'EAST ON A DIM TRACK ROAD FOR 0.05 MILE TO THE STATION AS
 PU0849'DESCRIBED.
 PU0849'
 PU0849'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PU0849'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 PU0849'STAMPED WOOD 1962.  IT IS 59-1/2 FEET WEST-SOUTHWEST OF A POWER
 PU0849'POLE, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 4 FEET SOUTH
 PU0849'OF A METAL WITNESS POST.
 PU0849'
 PU0849'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PU0849'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 PU0849'STAMPED WOOD NO 1 1962.  IT IS 22 FEET SOUTH OF A METAL
 PU0849'WITNESS POST AND 22 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 PU0849'
 PU0849'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PU0849'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 PU0849'STAMPED WOOD NO 2 1962.  IT IS 41.7 FEET WEST OF A METAL
 PU0849'WITNESS POST AND 2.3 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 PU0849
 PU0849                          STATION RECOVERY (1962)
 PU0849
 PU0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0849'0.8 MI E FROM FAIRPOINT.
 PU0849'0.75 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0849'0.25 MILE EAST OF A CEMETERY, AT POINT WHERE ROAD CIRCLES
 PU0849'AROUND THE END OF A HILL, 222 FEET NORTH OF THE CENTER LINE
 PU0849'OF THE ROAD 59 FEET SOUTHWEST OF A POWER POLE, 17.9 FEET NORTH
 PU0849'OF REFERENCE MARK NO. 1, 42.2 FEET EAST OF REFERENCE MARK NO. 2,
 PU0849'4.1 FEET SOUTH OF A FENCE, 4.0 FEET SOUTH OF A WITNESS POST,
 PU0849'ABOUT 10 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU0849'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0679 ***********************************************************************
 OS0679  DESIGNATION -  WOOD
 OS0679  PID         -  OS0679
 OS0679  STATE/COUNTY-  SD/MELLETTE
 OS0679  COUNTRY     -  US
 OS0679  USGS QUAD   -  WOOD NORTH (2017)
 OS0679
 OS0679                         *CURRENT SURVEY CONTROL
 OS0679  ______________________________________________________________________
 OS0679* NAD 83(1996) POSITION- 43 32 42.42410(N) 100 25 30.03615(W)   ADJUSTED
 OS0679* NAVD 88 ORTHO HEIGHT -   716.    (meters)     2349.    (feet) SCALED
 OS0679  ______________________________________________________________________
 OS0679  GEOID HEIGHT    -        -24.579 (meters)                     GEOID18
 OS0679  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 OS0679  HORZ ORDER      -  FIRST
 OS0679
 OS0679.The horizontal coordinates were established by classical geodetic methods
 OS0679.and adjusted by the National Geodetic Survey in January 1998.
 OS0679
 OS0679.The orthometric height was scaled from a topographic map.
 OS0679
 OS0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0679.GEOID18 height accuracy estimate available here.
 OS0679
 OS0679.Click photographs - Photos may exist for this station.
 OS0679
 OS0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0679
 OS0679. The following values were computed from the NAD 83(1996) position.
 OS0679
 OS0679;                    North         East     Units Scale Factor Converg.
 OS0679;SPC SD S     -   134,622.434   592,591.701   MT  0.99990768   -0 03 47.7
 OS0679;SPC SD S     -   441,673.77  1,944,194.61   sFT  0.99990768   -0 03 47.7
 OS0679;UTM  14      - 4,822,338.444   384,881.217   MT  0.99976301   -0 58 54.6
 OS0679
 OS0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0679!SPC SD S     -   0.99989152  x   0.99990768  =   0.99979921
 OS0679!UTM  14      -   0.99989152  x   0.99976301  =   0.99965456
 OS0679
 OS0679:                Primary Azimuth Mark                     Grid Az
 OS0679:SPC SD S     -  WOOD AZ MK                               203 58 18.7
 OS0679:UTM  14      -  WOOD AZ MK                               204 53 25.6
 OS0679
 OS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8488122338(NAD 83)
 OS0679
 OS0679|---------------------------------------------------------------------|
 OS0679| PID    Reference Object                     Distance      Geod. Az  |
 OS0679|                                                           dddmmss.s |
 OS0679| CO4127 WOOD AZ MK                                         2035431.0 |
 OS0679| OS0698 WOOD C AND NW RR TANK               APPROX. 7.1 KM 2230038.1 |
 OS0679| CO4129 WOOD RM 2                            13.935 METERS 29838     |
 OS0679|---------------------------------------------------------------------|
 OS0679
 OS0679                          SUPERSEDED SURVEY CONTROL
 OS0679
 OS0679  NAD 83(1995)-  43 32 42.42054(N)    100 25 30.04180(W) AD(       ) 1
 OS0679  NAD 83(1986)-  43 32 42.42003(N)    100 25 30.04709(W) AD(       ) 1
 OS0679  NAD 27      -  43 32 42.43200(N)    100 25 28.55900(W) AD(       ) 1
 OS0679
 OS0679.Superseded values are not recommended for survey control.
 OS0679
 OS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0679.See file dsdata.pdf to determine how the superseded data were derived.
 OS0679
 OS0679_MARKER: DS = TRIANGULATION STATION DISK
 OS0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0679_STAMPING: WOOD 1936
 OS0679_MARK LOGO: CGS
 OS0679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OS0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0679+STABILITY: SURFACE MOTION
 OS0679
 OS0679  HISTORY     - Date     Condition        Report By
 OS0679  HISTORY     - 1936     MONUMENTED       CGS
 OS0679  HISTORY     - 19820707 GOOD             NGS
 OS0679
 OS0679                          STATION DESCRIPTION
 OS0679
 OS0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0679'STATION IS ABOUT 5 MILES NORTHEAST OF WOOD, S. DAK., 0.3 MILE
 OS0679'EAST OF SECTION-LINE ROAD, AT THE HIGHEST POINT AND CENTER OF A
 OS0679'PROMINENT FLAT-TOPPED HILL.
 OS0679'
 OS0679'TO REACH FROM WOOD, GO NORTH ON SECTION-LINE ROAD FOR 0.5
 OS0679'MILE, (ROAD IS 0.5 MILE EAST OF CENTER OF TOWN), TURN EAST
 OS0679'GO 1.0 MILE, TURN NORTH GO 2.0 MILES, TURN EAST GO 1.0 MILE TO
 OS0679'CROSSROADS, TURN NORTH GO 0.6 MILE TO EAST-WEST FENCE LEADING
 OS0679'EAST, PASS THROUGH ROAD FENCE AND GO EAST ALONG NORTH SIDE OF
 OS0679'EAST-WEST FENCE 0.25 MILE TO TOP OF RISE, TURN NORTH ALONG POINT
 OS0679'OF RIDGE AND GO NORTH 0.05 MILE, TO TOP OF HILL AND STATION.
 OS0679'
 OS0679'REFERENCE MARK NO. 1 IS SOUTH OF STATION.  MARK PROJECTS ABOUT
 OS0679'4 INCHES.
 OS0679'
 OS0679'REFERENCE MARK NO. 2 IS WEST OF STATION.  MARK PROJECTS ABOUT
 OS0679'4 INCHES.
 OS0679'
 OS0679'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH-SOUTHWEST OF STATION
 OS0679'AT CROSSROADS, AT NORTHEAST ANGLE, 22 PACES NORTH OF EAST-WEST
 OS0679'ROAD, 11 PACES EAST OF NORTH-SOUTH ROAD, ON UNFENCED LAND.
 OS0679'MARK PROJECTS ABOUT 5 INCHES.
 OS0679'
 OS0679'ALL LINES VISIBLE FROM A 4-FOOT STAND.
 OS0679'
 OS0679'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OS0679'BRONZE DISKS SET AS DESCRIBED.
 OS0679
 OS0679                          STATION RECOVERY (1982)
 OS0679
 OS0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OS0679'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 OS0679'AZIMUTH MARK WAS FOUND LAYING ON TOP OF THE GROUND NEAR WHERE IT HAD
 OS0679'BEEN SET.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  NEW
 OS0679'DESCRIPTIVE TEXT FOLLOWS.  THE STATION IS LOCATED ABOUT 8 KM (4.95 MI)
 OS0679'NORTHEAST OF WOOD, 1 KM (0.60 MI) NORTH OF A COUNTY ROAD AND 0.5 KM
 OS0679'(0.30 MI) EAST OF A COUNTY ROAD ON A PROMINENT HILL WHICH IS THE
 OS0679'HIGHEST POINT IN THE IMMEDIATE AREA.  TO REACH THE STATION FORM THE
 OS0679'POST OFFICE IN WOOD, GO EAST ON HIGHWAY 44 FOR 0.1 KM (0.05 MI) TO A
 OS0679'CROSS STREET.  TURN LEFT AND GO NORTH ON A GRAVELED STREET FOR 0.3 KM
 OS0679'(0.20 MI) TO A T ROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 OS0679'0.6 KM (0.35 MI) TO A T ROAD.  TURN LEFT AND FOLLOW THE MAIN GRAVELED
 OS0679'ROAD FOR 0.8 KM (0.50 MI) NORTH, 1.6 KM (1.00 MI) EAST, 3.2 KM (2.00
 OS0679'MI) NORTH, AND 1.6 KM (1.00 MI) EAST TO A CROSSROAD AND THE AZIMUTH
 OS0679'MARK.  TURN LEFT AND FOLLOW GRAVELED ROAD NORTH FOR 1.0 KM (0.60 MI)
 OS0679'TO A GATE AND HAY YARD ON THE RIGHT.  TURN RIGHT, PASSING THROUGH HAY
 OS0679'YARD, AND FOLLOW DIM TRACK ROAD EAST AND NORTHEAST FOR 0.5 KM (0.30
 OS0679'MI) TO TOP OF PROMINENT HILL AND STATION. THE STATION IS A STANDARD
 OS0679'CGS DISK STAMPED WOOD 1936 SET INTO THE TOP OF A SQUARE CONCRETE
 OS0679'MONUMENT 12 IN (30 CM) ON SIDE, PROJECTING 8 INCHES (20 CM) ABOVE THE
 OS0679'GROUND.  LOCATED ON TOP OF THE HIGHEST HILL IN THE NEAR VICINITY.
 OS0679'REFERENCE MARK NO 1 IS STANDARD CGS DISK STAMPED WOOD NO 1 1936 SET
 OS0679'INTO TOP OF SQUARE 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10
 OS0679'CM) ABOVE THE GROUND.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 OS0679'STAMPED WOOD NO 2 1936 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 OS0679'12 INCHES (30 CM) ON SIDE, PROJECTING 6 INCHES (15 CM) ABOVE THE
 OS0679'GROUND. AZIMUTH MARK NO 2 IS STANDARD NGS DISK STAMPED WOOD 1936 NO 2
 OS0679'1982 SET INTO THE TOP OF A ROUND CONCRETE 12 INCHES (30 CM) IN
 OS0679'DIAMETER FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 OS0679'NGS DISK STAMPED WOOD 1936 NO 2 1982 SET INTO AN IRREGULAR MASS OF
 OS0679'CONCRETE ABOUT 1 M (3.3 FT) BELOW THE SURFACE.  LOCATED 11.3 METERS
 OS0679'(37.1 FT) N FROM THE CENTER OF GRAVELED ROAD.  10.2 METERS (33.5 FT) E
 OS0679'FROM THE PROJECTED CENTED OF ROAD LEADING NORTH.  0.6 NW FROM A FENCE
 OS0679'CORNER POST.  0.5 METERS (1.6 FT) W FROM A FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0698 ***********************************************************************
 OS0698  DESIGNATION -  WOOD C AND NW RR TANK
 OS0698  PID         -  OS0698
 OS0698  STATE/COUNTY-  SD/MELLETTE
 OS0698  COUNTRY     -  US
 OS0698  USGS QUAD   -  WOOD SOUTH (2017)
 OS0698
 OS0698                         *CURRENT SURVEY CONTROL
 OS0698  ______________________________________________________________________
 OS0698* NAD 83(1996) POSITION- 43 29 52.96278(N) 100 29 07.12051(W)   ADJUSTED
 OS0698  ______________________________________________________________________
 OS0698  GEOID HEIGHT    -        -24.377 (meters)                     GEOID18
 OS0698  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 OS0698  HORZ ORDER      -  THIRD
 OS0698
 OS0698.The horizontal coordinates were established by classical geodetic methods
 OS0698.and adjusted by the National Geodetic Survey in January 1998.
 OS0698
 OS0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0698.GEOID18 height accuracy estimate available here.
 OS0698
 OS0698.Click photographs - Photos may exist for this station.
 OS0698
 OS0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0698
 OS0698. The following values were computed from the NAD 83(1996) position.
 OS0698
 OS0698;                    North         East     Units Scale Factor Converg.
 OS0698;SPC SD S     -   129,400.169   587,709.259   MT  0.99990907   -0 06 17.4
 OS0698;SPC SD S     -   424,540.39  1,928,176.13   sFT  0.99990907   -0 06 17.4
 OS0698;UTM  14      - 4,817,195.794   379,916.408   MT  0.99977738   -1 01 21.0
 OS0698
 OS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7991617195(NAD 83)
 OS0698
 OS0698                          SUPERSEDED SURVEY CONTROL
 OS0698
 OS0698  NAD 83(1995)-  43 29 52.95957(N)    100 29 07.12560(W) AD(       ) 3
 OS0698  NAD 83(1986)-  43 29 52.95886(N)    100 29 07.13015(W) AD(       ) 3
 OS0698  NAD 27      -  43 29 52.96500(N)    100 29 05.64000(W) AD(       ) 3
 OS0698
 OS0698.Superseded values are not recommended for survey control.
 OS0698
 OS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0698.See file dsdata.pdf to determine how the superseded data were derived.
 OS0698
 OS0698_MARKER: 51 = TANK
 OS0698
 OS0698  HISTORY     - Date     Condition        Report By
 OS0698  HISTORY     - 1936     FIRST OBSERVED   CGS
 OS0698
 OS0698                          STATION DESCRIPTION
 OS0698
 OS0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 OS0698'POINT OBSERVED UPON WAS THE CENTER OF THE CHICAGO AND NORTH
 OS0698'WESTERN RY. TANK WHICH IS LOW BUT LARGE, LOCATED ALONG THE
 OS0698'RAILROAD TRACKS, BUILT OF WOOD, EXCEPT FOR THE TOP WHICH IS METAL.
 OS0698'
 OS0698'THIS TANK OBSERVED UPON FROM TRIANGULATION STATIONS, MELLETTE,
 OS0698'OKREEK AND WOOD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0994 ***********************************************************************
 PR0994  DESIGNATION -  WOOD LAKE LUTH CH SPIRE
 PR0994  PID         -  PR0994
 PR0994  STATE/COUNTY-  SD/DEUEL
 PR0994  COUNTRY     -  US
 PR0994  USGS QUAD   -  ASTORIA (2017)
 PR0994
 PR0994                         *CURRENT SURVEY CONTROL
 PR0994  ______________________________________________________________________
 PR0994* NAD 83(1996) POSITION- 44 36 58.41677(N) 096 30 01.40976(W)   ADJUSTED
 PR0994  ______________________________________________________________________
 PR0994  GEOID HEIGHT    -        -25.405 (meters)                     GEOID18
 PR0994  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 PR0994  HORZ ORDER      -  THIRD
 PR0994
 PR0994.The horizontal coordinates were established by classical geodetic methods
 PR0994.and adjusted by the National Geodetic Survey in January 1998.
 PR0994
 PR0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0994.GEOID18 height accuracy estimate available here.
 PR0994
 PR0994.Click photographs - Photos may exist for this station.
 PR0994
 PR0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0994
 PR0994. The following values were computed from the NAD 83(1996) position.
 PR0994
 PR0994;                    North         East     Units Scale Factor Converg.
 PR0994;SPC SD N     -    92,999.464   877,673.366   MT  0.99996776   +2 28 36.5
 PR0994;SPC SD N     -   305,115.74  2,879,500.03   sFT  0.99996776   +2 28 36.5
 PR0994;UTM  14      - 4,943,358.852   698,318.996   MT  1.00008368   +1 45 22.3
 PR0994
 PR0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ9831843358(NAD 83)
 PR0994
 PR0994                          SUPERSEDED SURVEY CONTROL
 PR0994
 PR0994  NAD 83(1986)-  44 36 58.41310(N)    096 30 01.39185(W) AD(       ) 3
 PR0994  NAD 27      -  44 36 58.55000(N)    096 30 00.20800(W) AD(       ) 3
 PR0994
 PR0994.Superseded values are not recommended for survey control.
 PR0994
 PR0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0994.See file dsdata.pdf to determine how the superseded data were derived.
 PR0994
 PR0994_MARKER: 90 = CHURCH SPIRE
 PR0994
 PR0994  HISTORY     - Date     Condition        Report By
 PR0994  HISTORY     - 1935     FIRST OBSERVED   CGS
 PR0994
 PR0994                          STATION DESCRIPTION
 PR0994
 PR0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 PR0994'POINT OBSERVED UPON WAS TIP OF SPIRE OF WOOD LAKE LUTHERAN CHURCH,
 PR0994'A WHITE STRUCTURE WITH OPEN BELFRY, SHINGLED SPIRE, AND TOWER
 PR0994'RISING ON S FACE OF CHURCH.  CHURCH HAS CORNERSTONE DATED
 PR0994'1892-1924 AND IS JUST W OF A SMALL CEMETERY, WHOLE LOT BEING
 PR0994'INCLOSED WITH AN IRON FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0848 ***********************************************************************
 PU0848  DESIGNATION -  WOOD RM 1
 PU0848  PID         -  PU0848
 PU0848  STATE/COUNTY-  SD/MEADE
 PU0848  COUNTRY     -  US
 PU0848  USGS QUAD   -  FAIRPOINT (2017)
 PU0848
 PU0848                         *CURRENT SURVEY CONTROL
 PU0848  ______________________________________________________________________
 PU0848* NAD 83(1986) POSITION- 44 44 54.11   (N) 102 46 54.47   (W)   HD_HELD1
 PU0848* NAVD 88 ORTHO HEIGHT -   932.133 (meters)     3058.17  (feet) ADJUSTED
 PU0848  ______________________________________________________________________
 PU0848  GEOID HEIGHT    -        -17.723 (meters)                     GEOID18
 PU0848  DYNAMIC HEIGHT  -        931.910 (meters)     3057.44  (feet) COMP
 PU0848  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 PU0848
 PU0848  VERT ORDER      -  SECOND    CLASS 0
 PU0848
 PU0848.The horizontal coordinates were determined by differentially corrected
 PU0848.hand held GPS observations or other comparable positioning techniques
 PU0848.and have an estimated accuracy of +/- 3 meters.
 PU0848
 PU0848.The orthometric height was determined by differential leveling and
 PU0848.adjusted by the NATIONAL GEODETIC SURVEY
 PU0848.in June 1991.
 PU0848
 PU0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0848.GEOID18 height accuracy estimate available here.
 PU0848
 PU0848.Click photographs - Photos may exist for this station.
 PU0848
 PU0848.The dynamic height is computed by dividing the NAVD 88
 PU0848.geopotential number by the normal gravity value computed on the
 PU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0848.degrees latitude (g = 980.6199 gals.).
 PU0848
 PU0848.The modeled gravity was interpolated from observed gravity values.
 PU0848
 PU0848;                    North         East    Units  Estimated Accuracy
 PU0848;SPC SD N     -   105,464.3     379,759.9     MT  (+/- 3 meters HH1 GPS) 
 PU0848
 PU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7559257390(NAD 83)
 PU0848
 PU0848                          SUPERSEDED SURVEY CONTROL
 PU0848
 PU0848  NGVD 29 (??/??/92)  931.669  (m)         3056.65   (f) ADJ UNCH    2 0
 PU0848
 PU0848.Superseded values are not recommended for survey control.
 PU0848
 PU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0848.See file dsdata.pdf to determine how the superseded data were derived.
 PU0848
 PU0848_MARKER: DR = REFERENCE MARK DISK
 PU0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0848_STAMPING: WOOD NO 1 1962
 PU0848_MARK LOGO: CGS
 PU0848_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0848+STABILITY: SURFACE MOTION
 PU0848
 PU0848  HISTORY     - Date     Condition        Report By
 PU0848  HISTORY     - 1962     MONUMENTED       CGS
 PU0848
 PU0848                          STATION DESCRIPTION
 PU0848
 PU0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0848'0.75 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0848'204 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17.9 FEET SOUTH
 PU0848'OF THE STATION, 22 FEET SOUTH OF A FENCE, 21.9 FEET SOUTH
 PU0848'OF A WITNESS POST, 46.5 FEET EAST-SOUTHEAST OF REFERENCE MARK
 PU0848'NO. 2 AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0847 ***********************************************************************
 PU0847  DESIGNATION -  WOOD RM 2
 PU0847  PID         -  PU0847
 PU0847  STATE/COUNTY-  SD/MEADE
 PU0847  COUNTRY     -  US
 PU0847  USGS QUAD   -  FAIRPOINT (2017)
 PU0847
 PU0847                         *CURRENT SURVEY CONTROL
 PU0847  ______________________________________________________________________
 PU0847* NAD 83(1986) POSITION- 44 44 54.31   (N) 102 46 55.06   (W)   HD_HELD1
 PU0847* NAVD 88 ORTHO HEIGHT -   932.590 (meters)     3059.67  (feet) ADJUSTED
 PU0847  ______________________________________________________________________
 PU0847  GEOID HEIGHT    -        -17.722 (meters)                     GEOID18
 PU0847  DYNAMIC HEIGHT  -        932.367 (meters)     3058.94  (feet) COMP
 PU0847  MODELED GRAVITY -    980,346.2   (mgal)                       NAVD 88
 PU0847
 PU0847  VERT ORDER      -  SECOND    CLASS 0
 PU0847
 PU0847.The horizontal coordinates were determined by differentially corrected
 PU0847.hand held GPS observations or other comparable positioning techniques
 PU0847.and have an estimated accuracy of +/- 3 meters.
 PU0847
 PU0847.The orthometric height was determined by differential leveling and
 PU0847.adjusted by the NATIONAL GEODETIC SURVEY
 PU0847.in June 1991.
 PU0847
 PU0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0847.GEOID18 height accuracy estimate available here.
 PU0847
 PU0847.Click photographs - Photos may exist for this station.
 PU0847
 PU0847.The dynamic height is computed by dividing the NAVD 88
 PU0847.geopotential number by the normal gravity value computed on the
 PU0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0847.degrees latitude (g = 980.6199 gals.).
 PU0847
 PU0847.The modeled gravity was interpolated from observed gravity values.
 PU0847
 PU0847;                    North         East    Units  Estimated Accuracy
 PU0847;SPC SD N     -   105,471.0     379,747.1     MT  (+/- 3 meters HH1 GPS) 
 PU0847
 PU0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7557957396(NAD 83)
 PU0847
 PU0847                          SUPERSEDED SURVEY CONTROL
 PU0847
 PU0847  NGVD 29 (??/??/92)  932.126  (m)         3058.15   (f) ADJ UNCH    2 0
 PU0847
 PU0847.Superseded values are not recommended for survey control.
 PU0847
 PU0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0847.See file dsdata.pdf to determine how the superseded data were derived.
 PU0847
 PU0847_MARKER: DR = REFERENCE MARK DISK
 PU0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0847_STAMPING: WOOD NO 2 1962
 PU0847_MARK LOGO: CGS
 PU0847_PROJECTION: PROJECTING 6 CENTIMETERS
 PU0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0847+STABILITY: SURFACE MOTION
 PU0847
 PU0847  HISTORY     - Date     Condition        Report By
 PU0847  HISTORY     - 1962     MONUMENTED       CGS
 PU0847
 PU0847                          STATION DESCRIPTION
 PU0847
 PU0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU0847'0.75 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT,
 PU0847'0.25 MILE EAST OF A CEMETERY, AT POINT WHERE ROAD CIRCLES
 PU0847'AROUND THE END OF A HILL, 222 FEET NORTH OF THE CENTER LINE
 PU0847'OF THE ROAD, 42.2 FEET WEST OF THE STATION, 46.5 FEET
 PU0847'WEST-NORTHWEST OF REFERENCE MARK, NO 1, AND IN THE TOP OF A
 PU0847'CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0065 ***********************************************************************
 PS0065  DESIGNATION -  WOONSOCKET
 PS0065  PID         -  PS0065
 PS0065  STATE/COUNTY-  SD/SANBORN
 PS0065  COUNTRY     -  US
 PS0065  USGS QUAD   -  WOONSOCKET (2017)
 PS0065
 PS0065                         *CURRENT SURVEY CONTROL
 PS0065  ______________________________________________________________________
 PS0065* NAD 83(1986) POSITION- 44 03 12.     (N) 098 16 40.     (W)   SCALED
 PS0065* NAVD 88 ORTHO HEIGHT -   397.244 (meters)     1303.29  (feet) ADJUSTED
 PS0065  ______________________________________________________________________
 PS0065  GEOID HEIGHT    -        -25.495 (meters)                     GEOID18
 PS0065  DYNAMIC HEIGHT  -        397.164 (meters)     1303.03  (feet) COMP
 PS0065  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 PS0065
 PS0065  VERT ORDER      -  FIRST     CLASS II
 PS0065
 PS0065.The horizontal coordinates were scaled from a map and have
 PS0065.an estimated accuracy of +/- 6 seconds.
 PS0065
 PS0065.The orthometric height was determined by differential leveling and
 PS0065.adjusted by the NATIONAL GEODETIC SURVEY
 PS0065.in June 1991.
 PS0065
 PS0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0065.GEOID18 height accuracy estimate available here.
 PS0065
 PS0065.Click photographs - Photos may exist for this station.
 PS0065
 PS0065.The dynamic height is computed by dividing the NAVD 88
 PS0065.geopotential number by the normal gravity value computed on the
 PS0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0065.degrees latitude (g = 980.6199 gals.).
 PS0065
 PS0065.The modeled gravity was interpolated from observed gravity values.
 PS0065
 PS0065;                    North         East    Units  Estimated Accuracy
 PS0065;SPC SD S     -   193,120.      764,690.      MT  (+/- 180 meters Scaled)
 PS0065
 PS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP578780(NAD 83)
 PS0065
 PS0065                          SUPERSEDED SURVEY CONTROL
 PS0065
 PS0065  NGVD 29 (??/??/92)  396.949  (m)         1302.32   (f) ADJ UNCH    1 2
 PS0065
 PS0065.Superseded values are not recommended for survey control.
 PS0065
 PS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0065.See file dsdata.pdf to determine how the superseded data were derived.
 PS0065
 PS0065_MARKER: DB = BENCH MARK DISK
 PS0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0065_STAMPING: WOONSOCKET 1934
 PS0065_MARK LOGO: CGS
 PS0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0065+STABILITY: SURFACE MOTION
 PS0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0065+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 PS0065
 PS0065  HISTORY     - Date     Condition        Report By
 PS0065  HISTORY     - 1934     MONUMENTED       CGS
 PS0065  HISTORY     - 20120518 GOOD             INDIV
 PS0065
 PS0065                          STATION DESCRIPTION
 PS0065
 PS0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0065'AT WOONSOCKET.
 PS0065'AT WOONSOCKET, SANBORN COUNTY, AT THE MUNICIPAL BUILDING,
 PS0065'AND 3 FEET SOUTHWEST OF THE SOUTHWEST CORNER.  A STANDARD DISK,
 PS0065'STAMPED WOONSOCKET 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0065
 PS0065                          STATION RECOVERY (2012)
 PS0065
 PS0065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1019 ***********************************************************************
 PT1019  DESIGNATION -  WOOTEN
 PT1019  PID         -  PT1019
 PT1019  STATE/COUNTY-  SD/STANLEY
 PT1019  COUNTRY     -  US
 PT1019  USGS QUAD   -  MOUTH OF EAST BRANCH WAR CREEK (2017)
 PT1019
 PT1019                         *CURRENT SURVEY CONTROL
 PT1019  ______________________________________________________________________
 PT1019* NAD 83(1996) POSITION- 44 11 28.56264(N) 100 24 13.68917(W)   ADJUSTED
 PT1019* NAVD 88 ORTHO HEIGHT -   623.    (meters)     2044.    (feet) SCALED
 PT1019  ______________________________________________________________________
 PT1019  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 PT1019  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 PT1019  HORZ ORDER      -  THIRD
 PT1019
 PT1019.The horizontal coordinates were established by classical geodetic methods
 PT1019.and adjusted by the National Geodetic Survey in January 1998.
 PT1019
 PT1019.The orthometric height was scaled from a topographic map.
 PT1019
 PT1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1019.GEOID18 height accuracy estimate available here.
 PT1019
 PT1019.Click photographs - Photos may exist for this station.
 PT1019
 PT1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1019
 PT1019. The following values were computed from the NAD 83(1996) position.
 PT1019
 PT1019;                    North         East     Units Scale Factor Converg.
 PT1019;SPC SD S     -   206,408.579   594,366.365   MT  0.99995684   -0 02 55.0
 PT1019;SPC SD S     -   677,192.15  1,950,016.98   sFT  0.99995684   -0 02 55.0
 PT1019;UTM  14      - 4,894,074.938   387,813.237   MT  0.99975479   -0 58 43.1
 PT1019
 PT1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1019!SPC SD S     -   0.99990601  x   0.99995684  =   0.99986285
 PT1019!UTM  14      -   0.99990601  x   0.99975479  =   0.99966082
 PT1019
 PT1019:                Primary Azimuth Mark                     Grid Az
 PT1019:SPC SD S     -  WOOTEN AZ MK                             345 19 15.6
 PT1019:UTM  14      -  WOOTEN AZ MK                             346 15 03.7
 PT1019
 PT1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8781394074(NAD 83)
 PT1019
 PT1019|---------------------------------------------------------------------|
 PT1019| PID    Reference Object                     Distance      Geod. Az  |
 PT1019|                                                           dddmmss.s |
 PT1019| CO7237 WOOTEN RM 1                           9.107 METERS 25440     |
 PT1019| CO7236 WOOTEN AZ MK                                       3451620.6 |
 PT1019| CO7238 WOOTEN RM 2                           8.573 METERS 35026     |
 PT1019|---------------------------------------------------------------------|
 PT1019
 PT1019                          SUPERSEDED SURVEY CONTROL
 PT1019
 PT1019  NAD 83(1986)-  44 11 28.55918(N)    100 24 13.69274(W) AD(       ) 3
 PT1019  NAD 27      -  44 11 28.61900(N)    100 24 12.21900(W) AD(       ) 3
 PT1019
 PT1019.Superseded values are not recommended for survey control.
 PT1019
 PT1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1019.See file dsdata.pdf to determine how the superseded data were derived.
 PT1019
 PT1019_MARKER: DD = SURVEY DISK
 PT1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1019_MARK LOGO: CGS+SS
 PT1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1019+STABILITY: SURFACE MOTION
 PT1019
 PT1019  HISTORY     - Date     Condition        Report By
 PT1019  HISTORY     - 1934     MONUMENTED       SDGS
 PT1019  HISTORY     - 1963     GOOD             USFS
 PT1019
 PT1019                          STATION DESCRIPTION
 PT1019
 PT1019'DESCRIBED BY SOUTH DAKOTA GEODETIC SURVEY 1934 (JCM)
 PT1019'THE STATION IS LOCATED 1.75 MILES WEST AND 11 MILES SOUTH OF
 PT1019'FORT PIERRE IN THE NW 1/4 OF SEC. 28, T 3 N, R 31 E, AND ON LAND
 PT1019'OWNED BY THE GOVERNMENT.  IT IS 0.15 MILE EAST OF A NORTH - SOUTH
 PT1019'GRADED DIRT ROAD AND ON THE SUMMIT OF A RIDGE.
 PT1019'
 PT1019'TO REACH THE STATION FROM THE STANLEY COURTHOUSE IN FORT PIERRE,
 PT1019'GO SOUTH ON U.S. HIGHWAY 83 FOR 11.5 TO A CROSS ROAD AND A
 PT1019'CONCRETE CULVERT THAT ANGLES ACROSS HIGHWAY 83.  TURN RIGHT ON
 PT1019'GRADED DIRT ROAD AND GO 2.05 MILES, THENCE LEFT AND GO 1 MILE,
 PT1019'THENCE RIGHT ON MAIN TRAVELED ROAD FOR 2.2 MILES TO A SIDE ROAD
 PT1019'ON THE LEFT AND THE AZIMUTH MARK ON LEFT AS DESCRIBED.  PASS
 PT1019'THROUGH A WIRE GATE NEAR THE AZIMUTH MARK AND GO SOUTH ALONG
 PT1019'THE EAST SIDE OF A WIRE FENCE FOR 0.25 MILE TO THE SUMMIT OF
 PT1019'RIDGE, THENCE LEFT FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 PT1019'
 PT1019'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 PT1019'SURVEY MARKER WITH A STANDARD STATE SURVEY DISK SET IN THE TOP.
 PT1019'THE MARK PROJECTS 14 INCHES AND THE DISK IS NOT STAMPED.
 PT1019'
 PT1019'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1019'WOOTEN NO 1 SDGS 1952.
 PT1019'
 PT1019'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PT1019'WOOTEN NO 2 SDGS 1952.
 PT1019'
 PT1019'THE AZIMUTH MARK IS 88.2 FEET EAST OF THE APPROXIMATE CENTER
 PT1019'OF A NORTH - SOUTH GRADED ROAD, 59.4 FEET SOUTH OF THE APPROXIMATE
 PT1019'CENTER OF AN EAST - WEST GRADED ROAD, 2 FEET SOUTHWEST OF A WHITE
 PT1019'4 X 4 INCH WITNESS POST AND 6 INCHES NORTHWEST OF A FENCE LINE.
 PT1019'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED WOOTEN SDGS
 PT1019'1952.
 PT1019'
 PT1019'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 PT1019
 PT1019                          STATION RECOVERY (1963)
 PT1019
 PT1019'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PT1019'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0124 ***********************************************************************
 PR0124  DESIGNATION -  WORKS
 PR0124  PID         -  PR0124
 PR0124  STATE/COUNTY-  SD/BROOKINGS
 PR0124  COUNTRY     -  US
 PR0124  USGS QUAD   -  LAKE BENTON SW (2019)
 PR0124
 PR0124                         *CURRENT SURVEY CONTROL
 PR0124  ______________________________________________________________________
 PR0124* NAD 83(1996) POSITION- 44 16 05.34654(N) 096 27 58.82591(W)   ADJUSTED
 PR0124* NAVD 88 ORTHO HEIGHT -   533.925 (meters)     1751.72  (feet) ADJUSTED
 PR0124  ______________________________________________________________________
 PR0124  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 PR0124  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 PR0124  DYNAMIC HEIGHT  -        533.816 (meters)     1751.36  (feet) COMP
 PR0124  MODELED GRAVITY -    980,398.6   (mgal)                       NAVD 88
 PR0124
 PR0124  HORZ ORDER      -  SECOND
 PR0124  VERT ORDER      -  SECOND    CLASS I
 PR0124
 PR0124.The horizontal coordinates were established by classical geodetic methods
 PR0124.and adjusted by the National Geodetic Survey in January 1998.
 PR0124
 PR0124.The orthometric height was determined by differential leveling and
 PR0124.adjusted by the NATIONAL GEODETIC SURVEY
 PR0124.in October 2017.
 PR0124
 PR0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0124.GEOID18 height accuracy estimate available here.
 PR0124
 PR0124.Click photographs - Photos may exist for this station.
 PR0124
 PR0124.The Laplace correction was computed from DEFLEC18 derived deflections.
 PR0124
 PR0124.The dynamic height is computed by dividing the NAVD 88
 PR0124.geopotential number by the normal gravity value computed on the
 PR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0124.degrees latitude (g = 980.6199 gals.).
 PR0124
 PR0124.The modeled gravity was interpolated from observed gravity values.
 PR0124
 PR0124. The following values were computed from the NAD 83(1996) position.
 PR0124
 PR0124;                    North         East     Units Scale Factor Converg.
 PR0124;SPC SD N     -    54,475.384   882,061.145   MT  1.00003176   +2 30 03.3
 PR0124;SPC SD N     -   178,724.66  2,893,895.61   sFT  1.00003176   +2 30 03.3
 PR0124;SPC SD S     -   222,135.265   908,636.026   MT  0.99997118   +2 40 03.5
 PR0124;SPC SD S     -   728,788.78  2,981,083.36   sFT  0.99997118   +2 40 03.5
 PR0124;UTM  14      - 4,904,778.532   702,218.557   MT  1.00010293   +1 46 08.9
 PR0124
 PR0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0124!SPC SD N     -   0.99992032  x   1.00003176  =   0.99995208
 PR0124!SPC SD S     -   0.99992032  x   0.99997118  =   0.99989150
 PR0124!UTM  14      -   0.99992032  x   1.00010293  =   1.00002324
 PR0124
 PR0124:                Primary Azimuth Mark                     Grid Az
 PR0124:SPC SD N     -  4101 J                                   077 55 41.6
 PR0124:SPC SD S     -  4101 J                                   077 45 41.4
 PR0124:UTM  14      -  4101 J                                   078 39 36.0
 PR0124
 PR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0221804778(NAD 83)
 PR0124
 PR0124|---------------------------------------------------------------------|
 PR0124| PID    Reference Object                     Distance      Geod. Az  |
 PR0124|                                                           dddmmss.s |
 PR0124| PR0126 4101 J                              APPROX. 1.1 KM 0802544.9 |
 PR0124| PR0125 WORKS RM 1                           20.040 METERS 09028     |
 PR0124| PR0123 WORKS RM 2                           13.956 METERS 17947     |
 PR0124|---------------------------------------------------------------------|
 PR0124
 PR0124                          SUPERSEDED SURVEY CONTROL
 PR0124
 PR0124  NAD 83(1986)-  44 16 05.34665(N)    096 27 58.80748(W) AD(       ) 2
 PR0124  NAD 27      -  44 16 05.46864(N)    096 27 57.64691(W) AD(       ) 2
 PR0124  NAVD 88 (10/06/97)  533.918  (m)         1751.70   (f) SUPERSEDED  1 2
 PR0124  NAVD 88 (06/15/91)  533.935  (m)         1751.75   (f) SUPERSEDED  1 2
 PR0124  NGVD 29 (??/??/92)  533.673  (m)         1750.89   (f) ADJ UNCH    1 2
 PR0124  NGVD 29 (07/19/86)  533.67   (m)         1750.9    (f) LEVELING    3  
 PR0124
 PR0124.Superseded values are not recommended for survey control.
 PR0124
 PR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0124.See file dsdata.pdf to determine how the superseded data were derived.
 PR0124
 PR0124_MARKER: DH = HORIZONTAL CONTROL DISK
 PR0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0124_STAMPING: WORKS 1976
 PR0124_MARK LOGO: MNHD
 PR0124_PROJECTION: FLUSH
 PR0124_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PR0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0124+STABILITY: SURFACE MOTION
 PR0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0124+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 PR0124
 PR0124  HISTORY     - Date     Condition        Report By
 PR0124  HISTORY     - 19760401 MONUMENTED       MNHD
 PR0124  HISTORY     - 1976     GOOD             MNHD
 PR0124  HISTORY     - 19940915 GOOD             NGS
 PR0124  HISTORY     - 20150623 GOOD             MNDT
 PR0124
 PR0124                          STATION DESCRIPTION
 PR0124
 PR0124'DESCRIBED BY MN HIGHWAY DEPT 1976 (DKH)
 PR0124'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH-NORTHEAST OF THE
 PR0124'CITY OF ELKTON, SOUTH DAKOTA IN THE NE 1/4 OF SECTION 9, T 109N,
 PR0124'R 47W, ON THE WEST RIGHT-OF-WAY OF A GRAVEL ROAD, AND 0.7 MILE
 PR0124'WEST OF THE MINNESOTA-SOUTH DAKOTA STATE LINE.
 PR0124'
 PR0124'TO REACH THE STATION FROM TRUNK HIGHWAY 14 AND THE MINNESOTA-SOUTH
 PR0124'DAKOTA STATE LINE GO WEST AND TRUNK HIGHWAY 14 FOR 0.7 MILE TO A
 PR0124'ROAD LEFT, TURN LEFT AND GO SOUTH FOR ABOUT 200 FEET TO THE STATION
 PR0124'ON THE RIGHT.
 PR0124'
 PR0124'THE STATION DISKS ARE STANDARD MNHD HORIZONTAL CONTROL MARK DISKS
 PR0124'STAMPED WORKS 1976.  THE SURFACE STATION DISK IS SET IN A 12 INCH
 PR0124'ROUND CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE OF THE
 PR0124'GROUND.  THE MARK IS 27.0 FEET WEST OF THE CENTER OF A GRAVEL
 PR0124'ROAD, 2.7 FEET EAST OF A FENCE, 101.0 FEET NORTH OF POWER POLE
 PR0124'NUMBER 27054, AND 2.4 FEET EAST OF A STEEL WITNESS POST.  THE
 PR0124'UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS OF
 PR0124'CONCRETE 5 FEET BELOW THE SURFACE OF THE GROUND.
 PR0124'
 PR0124'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK
 PR0124'STAMPED WORKS NO 1 1976, IS SET IN A 12 INCH ROUND CONCRETE
 PR0124'MONUMENT AND IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 PR0124'IS 40.0 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 40.0 FEET NORTH
 PR0124'OF A 4 INCH COTTONWOOD TREE, 1.9 FEET WEST OF A FENCE, AND 68.4
 PR0124'FEET EAST OF A STEEL WITNESS POST.
 PR0124'
 PR0124'REFERENCE MARK NUMBER 2, A STANDARD MNHD REFERENCE MARK DISK
 PR0124'STAMPED WORKS NO 2 1976, IS SET IN A 12 INCH ROUND CONCRETE
 PR0124'MONUMENT AND IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 PR0124'IS 27.0 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 56.0 FEET NORTH
 PR0124'OF A POWER POLE, 2.1 FEET EAST OF A FENCE, AND 45.8 FEET SOUTH OF
 PR0124'A STEEL WITNESS POST.
 PR0124'
 PR0124'TO REACH MEDARY AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 PR0124'GRAVEL ROAD FOR 0.05 MILE TO TRUNK HIGHWAY 14, TURN RIGHT AND GO
 PR0124'EAST ON TRUNK HIGHWAY 14 FOR 0.65 MILE TO A GRAVEL ROAD ON THE
 PR0124'LEFT, TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE MARK ON THE
 PR0124'RIGHT.
 PR0124'
 PR0124'THE AZIMUTH MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 PR0124'STAMPED 4101 J 1976, IS SET ON A COPPER COATED STEEL ROD.  THE
 PR0124'MARK IS 30.0 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 15.0 FEET
 PR0124'EAST-SOUTHEAST OF RIGHT-OF-WAY POST AT STATION 23, 6.0 FEET
 PR0124'SOUTHWEST OF A POWER POLE, 3.8 FEET SOUTH OF A FENCE LINE, AND
 PR0124'2.8 FEET SOUTH OF A STEEL WITNESS POST.
 PR0124'
 PR0124'ALL OF THE MARKS ARE MAGNETIC.
 PR0124'
 PR0124'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 PR0124
 PR0124                          STATION RECOVERY (1976)
 PR0124
 PR0124'RECOVERY NOTE BY MN HIGHWAY DEPT 1976
 PR0124'2.2 MI NNE FROM ELKTON.
 PR0124'THE MARK IS LOCATED 0.7 MILE WEST ALONG TRUNK HIGHWAY 14 FROM
 PR0124'THE MINNESOTA -SOUTH DAKOTA STATE LINE, THENCE SOUTH ALONG A
 PR0124'TOWNSHIP ROAD FOR ABOUT 0.1 MILE.  THE TRUNK HIGHWAY 14 - TOWNSHIP
 PR0124'ROAD CROSSING IS 1.0 MILE EAST OF THE JUNCTION AT TRUNK HIGHWAYS
 PR0124'13 AND 14 (2 MILES NORTH OF ELKTON) AND 8.9 MILES WEST ALONG
 PR0124'TRUNK HIGHWAY 14 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 14
 PR0124'AND 75 AT LAKE BENTON, MINNESOTA.  IT IS 27.0 FEET WEST OF AND
 PR0124'ABOUT 3 FEET LOWER THAN THE CENTER OF THE TOWNSHIP ROAD, 65.7
 PR0124'FEET WEST OF WORKS REFERENCE MARK NUMBER 1, 45.8 FEET NORTH
 PR0124'OF WORKS REFERENCE NUMBER 2, 2.7 FEET EAST OF A FENCE, AND
 PR0124'101.0 FEET NORTH OF POWER POLE NUMBER 27054.  IT IS A STANDARD
 PR0124'MINNESOTA HIGHWAY DEPARTMENT HORIZONTAL CONTROL MONUMENT (HCM)
 PR0124'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 PR0124'(MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 PR0124'2.4 FEET EAST.  SECTION 9, T109N., R47W.  LATITUDE 44 DEG-16.1
 PR0124'MIN LONGITUDE 96 DEG-28.0 MIN.
 PR0124
 PR0124                          STATION RECOVERY (1994)
 PR0124
 PR0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0124'28.7 KM (17.85 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PR0124'INTERSTATE HIGHWAY 29 IN BROOKINGS, 88.7 M (291.0 FT) SOUTH OF THE
 PR0124'HIGHWAY CENTERLINE, 8.3 M (27.2 FT) WEST OF THE CENTER OF A GRAVELED
 PR0124'ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) EAST
 PR0124'OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PR0124'SURFACE.
 PR0124
 PR0124                          STATION RECOVERY (2015)
 PR0124
 PR0124'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PR0124'THE STATION IS LOCATED ABOUT 14.6 MI (23.5 KM) SOUTHEAST OF WHITE,
 PR0124'10.9 MI (17.5 KM) EAST OF AURORA AND 2.3 MI (3.7 KM) NORTH-NORTHEAST
 PR0124'OF ELKTON.
 PR0124'
 PR0124'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 PR0124'WEST MINNESOTA STATE LINE TO TRUNK HIGHWAY 14 MILE POINT 439.05.
 PR0124'
 PR0124'THE MARK IS LOCATED 27 FT (8.2 M) WEST OF 487TH AVENUE, 2.7 FT (0.8 M)
 PR0124'EAST OF A FENCE, 101.0 FT (30.8 M) NORTH OF POWER POLE 27054, 2.4 FT
 PR0124'(0.7 M) EAST OF A WITNESS POST, 65.74 FT (20.0 M) WEST OF REFERENCE
 PR0124'MARK 1, 45.78 FT (14.0 M) NORTH OF REFERENCE MARK 2.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0125 ***********************************************************************
 PR0125  DESIGNATION -  WORKS RM 1
 PR0125  PID         -  PR0125
 PR0125  STATE/COUNTY-  SD/BROOKINGS
 PR0125  COUNTRY     -  US
 PR0125  USGS QUAD   -  LAKE BENTON SW (2019)
 PR0125
 PR0125                         *CURRENT SURVEY CONTROL
 PR0125  ______________________________________________________________________
 PR0125* NAD 83(1986) POSITION- 44 16 05.34   (N) 096 27 57.92   (W)   HD_HELD1
 PR0125* NAVD 88 ORTHO HEIGHT -   533.992 (meters)     1751.94  (feet) ADJUSTED
 PR0125  ______________________________________________________________________
 PR0125  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 PR0125  DYNAMIC HEIGHT  -        533.884 (meters)     1751.58  (feet) COMP
 PR0125  MODELED GRAVITY -    980,398.6   (mgal)                       NAVD 88
 PR0125
 PR0125  VERT ORDER      -  SECOND    CLASS I
 PR0125
 PR0125.The horizontal coordinates were determined by differentially corrected
 PR0125.hand held GPS observations or other comparable positioning techniques
 PR0125.and have an estimated accuracy of +/- 3 meters.
 PR0125
 PR0125.The orthometric height was determined by differential leveling and
 PR0125.adjusted by the NATIONAL GEODETIC SURVEY
 PR0125.in October 2017.
 PR0125
 PR0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0125.GEOID18 height accuracy estimate available here.
 PR0125
 PR0125.Click photographs - Photos may exist for this station.
 PR0125
 PR0125.The dynamic height is computed by dividing the NAVD 88
 PR0125.geopotential number by the normal gravity value computed on the
 PR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0125.degrees latitude (g = 980.6199 gals.).
 PR0125
 PR0125.The modeled gravity was interpolated from observed gravity values.
 PR0125
 PR0125;                    North         East    Units  Estimated Accuracy
 PR0125;SPC SD N     -    54,476.1     882,081.2     MT  (+/- 3 meters HH1 GPS) 
 PR0125
 PR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0223804778(NAD 83)
 PR0125
 PR0125                          SUPERSEDED SURVEY CONTROL
 PR0125
 PR0125  NAVD 88 (06/15/91)  534.011  (m)         1752.00   (f) SUPERSEDED  2 1
 PR0125  NGVD 29 (??/??/92)  533.749  (m)         1751.14   (f) ADJ UNCH    2 1
 PR0125
 PR0125.Superseded values are not recommended for survey control.
 PR0125
 PR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0125.See file dsdata.pdf to determine how the superseded data were derived.
 PR0125
 PR0125_MARKER: DR = REFERENCE MARK DISK
 PR0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0125_STAMPING: WORKS NO 1 1976
 PR0125_MARK LOGO: MNHD
 PR0125_PROJECTION: FLUSH
 PR0125_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0125+STABILITY: SURFACE MOTION
 PR0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0125+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 PR0125
 PR0125  HISTORY     - Date     Condition        Report By
 PR0125  HISTORY     - 1976     MONUMENTED       MNHD
 PR0125  HISTORY     - 20150623 GOOD             MNDT
 PR0125
 PR0125                          STATION DESCRIPTION
 PR0125
 PR0125'DESCRIBED BY MN HIGHWAY DEPT 1976 (DKH)
 PR0125'2.2 MI NNE FROM ELKTON.
 PR0125'THE MARK IS LOCATED 0.7 MILES WEST ALONG TRUNK HIGHWAY 14 FROM
 PR0125'THE MINNESOTA-SOUTH DAKOTA STATE LINE, THENCE SOUTH ALONG A
 PR0125'TOWNSHIP ROAD FOR 0.1 MILE.  THE TRUNK HIGHWAY 14 - TOWNSHIP
 PR0125'ROAD CROSSING IS 1.0 MILE EAST OF THE JUNCTION OF TRUNK HIGHWAYS
 PR0125'13 AND 14 (2 MILES NORTH OF ELKTON) AND 8.9 MILES WEST ALONG
 PR0125'TRUNK HIGHWAY 14 FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 14
 PR0125'AND 75 AT LAKE BENTON, MINNESOTA.  IT IS 40.0 FEET EAST OF AND
 PR0125'3 FEET LOWER THAN THE CENTER OF THE TOWNSHIP ROAD, 65.7 FEET
 PR0125'EAST OF MINNESOTA HIGHWAY DEPARTMENT HORIZONTAL CONTROL MONUMENT
 PR0125'WORKS, 79.7 FEET NORTHEAST OF WORKS REFERENCE MARK NUMBER 2,
 PR0125'40.0 FEET NORTH OF A 4 INCH COTTONWOOD TREE, 1.9 FEET WEST OF
 PR0125'A FENCE, AND 68.4 FEET EAST OF A STEEL WITNESS POST.  IT IS A
 PR0125'STANDARD MINNESOTA HIGHWAY DEPARTMENT REFERENCE MARK DISK SET
 PR0125'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT (MAGNETIC) THAT
 PR0125'IS FLUSH WITH THE SURFACE OF THE GROUND.  SECTION 10, T109N,
 PR0125'T47W.  LATITUDE 44 DEG-16.1 MIN LONGITUDE 96 DEG-28.0 MIN.
 PR0125
 PR0125                          STATION RECOVERY (2015)
 PR0125
 PR0125'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PR0125'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0123 ***********************************************************************
 PR0123  DESIGNATION -  WORKS RM 2
 PR0123  PID         -  PR0123
 PR0123  STATE/COUNTY-  SD/BROOKINGS
 PR0123  COUNTRY     -  US
 PR0123  USGS QUAD   -  LAKE BENTON SW (2019)
 PR0123
 PR0123                         *CURRENT SURVEY CONTROL
 PR0123  ______________________________________________________________________
 PR0123* NAD 83(1986) POSITION- 44 16 04.89   (N) 096 27 58.82   (W)   HD_HELD1
 PR0123* NAVD 88 ORTHO HEIGHT -   534.266 (meters)     1752.84  (feet) ADJUSTED
 PR0123  ______________________________________________________________________
 PR0123  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 PR0123  DYNAMIC HEIGHT  -        534.158 (meters)     1752.48  (feet) COMP
 PR0123  MODELED GRAVITY -    980,398.6   (mgal)                       NAVD 88
 PR0123
 PR0123  VERT ORDER      -  SECOND    CLASS I
 PR0123
 PR0123.The horizontal coordinates were determined by differentially corrected
 PR0123.hand held GPS observations or other comparable positioning techniques
 PR0123.and have an estimated accuracy of +/- 3 meters.
 PR0123
 PR0123.The orthometric height was determined by differential leveling and
 PR0123.adjusted by the NATIONAL GEODETIC SURVEY
 PR0123.in October 2017.
 PR0123
 PR0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0123.GEOID18 height accuracy estimate available here.
 PR0123
 PR0123.Click photographs - Photos may exist for this station.
 PR0123
 PR0123.The dynamic height is computed by dividing the NAVD 88
 PR0123.geopotential number by the normal gravity value computed on the
 PR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0123.degrees latitude (g = 980.6199 gals.).
 PR0123
 PR0123.The modeled gravity was interpolated from observed gravity values.
 PR0123
 PR0123;                    North         East    Units  Estimated Accuracy
 PR0123;SPC SD N     -    54,461.3     882,061.9     MT  (+/- 3 meters HH1 GPS) 
 PR0123
 PR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0221904764(NAD 83)
 PR0123
 PR0123                          SUPERSEDED SURVEY CONTROL
 PR0123
 PR0123  NAVD 88 (06/15/91)  534.209  (m)         1752.65   (f) SUPERSEDED  2 1
 PR0123  NGVD 29 (??/??/92)  533.947  (m)         1751.79   (f) ADJ UNCH    2 1
 PR0123
 PR0123.Superseded values are not recommended for survey control.
 PR0123
 PR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0123.See file dsdata.pdf to determine how the superseded data were derived.
 PR0123
 PR0123_MARKER: DR = REFERENCE MARK DISK
 PR0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0123_STAMPING: WORKS NO 2 1976
 PR0123_MARK LOGO: MNHD
 PR0123_PROJECTION: FLUSH
 PR0123_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 PR0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0123+STABILITY: SURFACE MOTION
 PR0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0123+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 PR0123
 PR0123  HISTORY     - Date     Condition        Report By
 PR0123  HISTORY     - 19760401 MONUMENTED       MNHD
 PR0123  HISTORY     - 20150623 GOOD             MNDT
 PR0123
 PR0123                          STATION DESCRIPTION
 PR0123
 PR0123'DESCRIBED BY MN HIGHWAY DEPT 1976 (DKH)
 PR0123'2.2 MI NNE FROM ELKTON.
 PR0123'THE WORK IS LOCATED 0.7 MILE WEST ALONG TRUNK HIGHWAY 14 FROM
 PR0123'THE MINNESOTA-SOUTH DAKOTA STATE LINE, THENCE SOUTH ALONG A
 PR0123'TOWNSHIP ROAD FOR 0.1 MILE.  THE TRUNK HIGHWAY 14 - TOWNSHIP
 PR0123'ROAD CROSSING IS 1 MILE EAST OF THE JUNCTION OF TRUNK HIGHWAYS
 PR0123'13 AND 14 (2 MILES NORTH OF ELKTON) AND 8.9 MILES WEST ALONG
 PR0123'TRUNK HIGHWAY 14 FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 14
 PR0123'AND 75 AT LAKE BENTON, MINNESOTA.  IT IS 27.0 FEET WEST OF AND
 PR0123'ABOUT THREE FEET LOWER THAN THE CENTER OF THE TOWNSHIP ROAD,
 PR0123'45.8 FEET SOUTH OF MINNESOTA HIGHWAY DEPARTMENT HORIZONTAL
 PR0123'CONTROL MONUMENT WORKS, 56.0 FEET NORTH OF A POWER POLE, 2.1
 PR0123'FEET EAST OF A FENCE AND 45.8 FEET SOUTH OF A STEEL WITNESS
 PR0123'POST.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT REFERENCE
 PR0123'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 PR0123'(MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  SECTION
 PR0123'9, T109N, R47W.  LATITUDE 44 DEG-16.1 MIN LONGITUDE 96 DEG-28.1
 PR0123'MIN.
 PR0123
 PR0123                          STATION RECOVERY (2015)
 PR0123
 PR0123'RECOVERY NOTE BY MN DEPT OF TRANSP 2015 (KMS)
 PR0123'THE MARK WAS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHEAST OF ELKTON
 PR0123'STORM DRAIN.
 PR0123'
 PR0123'TO REACH THE MARK GO 0.7 MI (1.1 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 PR0123'WEST MINNESOTA STATE LINE TO TRUNK HIGHWAY 14 MILE POINT 439.05, 200
 PR0123'FT (61.0 M) SOUTH OF TRUNK HIGHWAY 14.
 PR0123'
 PR0123'THE MARK IS LOCATED 27 FT (8.2 M) WEST OF 487TH AVENUE, 45.8 FT (14.0
 PR0123'M) NORTH OF STATION WORKS MNDT, 79.7 FT (24.3 M) SOUTHWEST OF WORKS
 PR0123'REFERENCE MARK 1, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0714 ***********************************************************************
 OQ0714  DESIGNATION -  WORTHING
 OQ0714  PID         -  OQ0714
 OQ0714  STATE/COUNTY-  SD/LINCOLN
 OQ0714  COUNTRY     -  US
 OQ0714  USGS QUAD   -  CANTON SW (2017)
 OQ0714
 OQ0714                         *CURRENT SURVEY CONTROL
 OQ0714  ______________________________________________________________________
 OQ0714* NAD 83(1996) POSITION- 43 22 27.06223(N) 096 43 39.58339(W)   ADJUSTED
 OQ0714* NAVD 88 ORTHO HEIGHT -   424.50  (+/-2cm)     1392.7   (feet) VERTCON3
 OQ0714  ______________________________________________________________________
 OQ0714  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 OQ0714  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 OQ0714  HORZ ORDER      -  THIRD
 OQ0714  VERT ORDER      -  THIRD ? (See Below)
 OQ0714
 OQ0714.The horizontal coordinates were established by classical geodetic methods
 OQ0714.and adjusted by the National Geodetic Survey in January 1998.
 OQ0714
 OQ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0714
 OQ0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0714.GEOID18 height accuracy estimate available here.
 OQ0714
 OQ0714.The vertical order pertains to the NGVD 29 superseded value.
 OQ0714
 OQ0714.Click photographs - Photos may exist for this station.
 OQ0714
 OQ0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0714
 OQ0714. The following values were computed from the NAD 83(1996) position.
 OQ0714
 OQ0714;                    North         East     Units Scale Factor Converg.
 OQ0714;SPC SD S     -   121,970.522   892,103.191   MT  0.99991591   +2 29 14.6
 OQ0714;SPC SD S     -   400,164.95  2,926,841.89   sFT  0.99991591   +2 29 14.6
 OQ0714;UTM  14      - 4,804,876.331   684,089.464   MT  1.00001688   +1 33 39.6
 OQ0714
 OQ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0714!SPC SD S     -   0.99993757  x   0.99991591  =   0.99985349
 OQ0714!UTM  14      -   0.99993757  x   1.00001688  =   0.99995445
 OQ0714
 OQ0714:                Primary Azimuth Mark                     Grid Az
 OQ0714:SPC SD S     -  WORTHING AZ MK                           177 06 01.2
 OQ0714:UTM  14      -  WORTHING AZ MK                           178 01 36.2
 OQ0714
 OQ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8408904876(NAD 83)
 OQ0714
 OQ0714|---------------------------------------------------------------------|
 OQ0714| PID    Reference Object                     Distance      Geod. Az  |
 OQ0714|                                                           dddmmss.s |
 OQ0714| OQ0720 HARRISBURG TANK                     APPROX. 6.7 KM 0201348.5 |
 OQ0714| CO4134 WORTHING RM 1                        50.271 METERS 17319     |
 OQ0714| CO4133 WORTHING AZ MK                                     1793515.8 |
 OQ0714| CO4135 WORTHING RM 2                        66.730 METERS 27458     |
 OQ0714|---------------------------------------------------------------------|
 OQ0714
 OQ0714                          SUPERSEDED SURVEY CONTROL
 OQ0714
 OQ0714  NAD 83(1995)-  43 22 27.06298(N)    096 43 39.57793(W) AD(       ) 3
 OQ0714  NAD 83(1986)-  43 22 27.06651(N)    096 43 39.56925(W) AD(       ) 3
 OQ0714  NAD 27      -  43 22 27.14000(N)    096 43 38.39100(W) AD(       ) 3
 OQ0714  NGVD 29             424.25   (m)         1391.9    (f) LEVELING    3  
 OQ0714
 OQ0714.Superseded values are not recommended for survey control.
 OQ0714
 OQ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0714.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0714
 OQ0714_MARKER: DS = TRIANGULATION STATION DISK
 OQ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0714_STAMPING: WORTHING 1949
 OQ0714_MARK LOGO: CGS
 OQ0714_PROJECTION: FLUSH
 OQ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0714+STABILITY: SURFACE MOTION
 OQ0714
 OQ0714  HISTORY     - Date     Condition        Report By
 OQ0714  HISTORY     - 1949     MONUMENTED       CGS
 OQ0714
 OQ0714                          STATION DESCRIPTION
 OQ0714
 OQ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0714'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF WORTHING ON
 OQ0714'GROUNDS OF A COUNTRY SCHOOL.  STATION IS 89 FEET NORTHEAST OF THE
 OQ0714'NORTHEAST CORNER OF SCHOOL HOUSE, 55 FEET WEST OF THE CENTERLINE
 OQ0714'OF U.S. HIGHWAY 77, 22 FEET WEST OF FENCE AND 21 FEET WEST OF
 OQ0714'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 OQ0714'STAMPED WORTHING 1949.
 OQ0714'
 OQ0714'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE CENTERLINE OF U.S.
 OQ0714'HIGHWAY 77, 31 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 OQ0714'GRAVEL ROAD AND 2 FEET NORTHWEST OF A FENCECORNER.  THE MARK
 OQ0714'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WORTHING NO 1
 OQ0714'1949.
 OQ0714'
 OQ0714'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF AN EAST-WEST FENCE,
 OQ0714'AND 41 FEET EAST OF A NORTH-SOUTH FENCE.  THE MARK IS FLUSH WITH
 OQ0714'THE GROUND AND THE DISK IS STAMPED WORTHING NO 2 1949.
 OQ0714'
 OQ0714'AZIMUTH MARK IS 42 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 OQ0714'U.S. HIGHWAY 77, 9 FEET NORTHWEST OF A T FENCECORNER, 8 FEET
 OQ0714'NORTHWEST OF A WITNESS POST AND IN FENCELINE.  THE MARK PROJECTS
 OQ0714'ABOUT 4 INCHES AND THE DISK IS STAMPED WORTHING 1949.
 OQ0714'
 OQ0714'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE ROUTE
 OQ0714'44, 2 MILES EAST OF WORTHING, GO NORTH ON U.S. HIGHWAY 77 FOR
 OQ0714'2.6 MILES TO AZIMUTH MARK ON LEFT OR WEST SIDE OF HIGHWAY AS
 OQ0714'DESCRIBED.  CONTINUE NORTH FOR 0.45 MILE TO SCHOOL HOUSE AND
 OQ0714'STATION IN NORTHEAST CORNER OF YARD AS DESCRIBED.
 OQ0714'
 OQ0714'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2225 ***********************************************************************
 PU2225  DESIGNATION -  WRIGHT
 PU2225  PID         -  PU2225
 PU2225  STATE/COUNTY-  SD/MEADE
 PU2225  COUNTRY     -  US
 PU2225  USGS QUAD   -  HEREFORD SE (2017)
 PU2225
 PU2225                         *CURRENT SURVEY CONTROL
 PU2225  ______________________________________________________________________
 PU2225* NAD 83(1996) POSITION- 44 22 21.76942(N) 102 48 56.62186(W)   ADJUSTED
 PU2225* NAVD 88 ORTHO HEIGHT -   788.    (meters)     2585.    (feet) SCALED
 PU2225  ______________________________________________________________________
 PU2225  GEOID HEIGHT    -        -17.810 (meters)                     GEOID18
 PU2225  LAPLACE CORR    -         -7.97  (seconds)                    DEFLEC18
 PU2225  HORZ ORDER      -  SECOND
 PU2225
 PU2225.The horizontal coordinates were established by classical geodetic methods
 PU2225.and adjusted by the National Geodetic Survey in January 1998.
 PU2225
 PU2225.The orthometric height was scaled from a topographic map.
 PU2225
 PU2225.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2225.GEOID18 height accuracy estimate available here.
 PU2225
 PU2225.Click photographs - Photos may exist for this station.
 PU2225
 PU2225.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2225
 PU2225. The following values were computed from the NAD 83(1996) position.
 PU2225
 PU2225;                    North         East     Units Scale Factor Converg.
 PU2225;SPC SD N     -    63,839.962   375,623.004   MT  1.00000871   -1 59 34.1
 PU2225;SPC SD N     -   209,448.28  1,232,356.47   sFT  1.00000871   -1 59 34.1
 PU2225;UTM  13      - 4,915,590.997   674,023.035   MT  0.99997245   +1 31 40.4
 PU2225
 PU2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2225!SPC SD N     -   0.99987918  x   1.00000871  =   0.99988789
 PU2225!UTM  13      -   0.99987918  x   0.99997245  =   0.99985163
 PU2225
 PU2225:                Primary Azimuth Mark                     Grid Az
 PU2225:SPC SD N     -  FORK                                     187 24 22.7
 PU2225:UTM  13      -  FORK                                     183 53 08.2
 PU2225
 PU2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK7402315590(NAD 83)
 PU2225
 PU2225|---------------------------------------------------------------------|
 PU2225| PID    Reference Object                     Distance      Geod. Az  |
 PU2225|                                                           dddmmss.s |
 PU2225| CQ4460 WRIGHT RM 1                          23.047 METERS 03611     |
 PU2225| PU2224 FORK                                APPROX. 9.9 KM 1852448.6 |
 PU2225| CQ4461 WRIGHT RM 2                          21.920 METERS 33034     |
 PU2225|---------------------------------------------------------------------|
 PU2225
 PU2225                          SUPERSEDED SURVEY CONTROL
 PU2225
 PU2225  NAD 83(1993)-  44 22 21.76150(N)    102 48 56.62274(W) AD(       ) 2
 PU2225  NAD 83(1986)-  44 22 21.76059(N)    102 48 56.62244(W) AD(       ) 2
 PU2225  NAD 27      -  44 22 21.79770(N)    102 48 54.98850(W) AD(       ) 2
 PU2225
 PU2225.Superseded values are not recommended for survey control.
 PU2225
 PU2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2225.See file dsdata.pdf to determine how the superseded data were derived.
 PU2225
 PU2225_MARKER: DS = TRIANGULATION STATION DISK
 PU2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2225_STAMPING: WRIGHT 1962
 PU2225_MARK LOGO: CGS
 PU2225_PROJECTION: FLUSH
 PU2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2225+STABILITY: SURFACE MOTION
 PU2225
 PU2225  HISTORY     - Date     Condition        Report By
 PU2225  HISTORY     - 1962     MONUMENTED       CGS
 PU2225
 PU2225                          STATION DESCRIPTION
 PU2225
 PU2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2225'THE STATION IS 15-1/2 MILES SOUTHWEST OF UNION CENTER, 4-1/2 MILES
 PU2225'EAST-SOUTHEAST OF THE HEREFORD STORE AND POST OFFICE, 1-1/4
 PU2225'MILES EAST OF THE DOYLE SCHOOL, 1-1/4 MILES NORTH OF THE BELLE
 PU2225'FOURCHE RIVER, ON THE TOP OF A GRASS COVERED BENCH RISING ALONG
 PU2225'THE NORTH SIDE OF THE BELLE FOURCHE RIVER BOTTOM LAND, ON THE
 PU2225'SOUTH SIDE OF AN EAST-WEST FENCE AND IN THE NORTHWEST 1/4 OF
 PU2225'SEC. 29, T 5 N, R 11 E.  IT IS SITUATED UPON LAND OWNED BY
 PU2225'MR. WRIGHT, WHO RESIDES IN THE FARM HOUSE 1-1/2 MILES NORTH OF
 PU2225'THE STATION SITE.
 PU2225'
 PU2225'TO REACH THE STATION FROM THE HEREFORD STORE AND POST OFFICE, DRIVE
 PU2225'EAST ON THE GRAVELED ROAD FOR 2.5 MILES TO A T-INTERSECTION.
 PU2225'TURN RIGHT AND DRIVE SOUTH FOR 1.0 MILE TO A CROSSROAD AND THE
 PU2225'DOYLE SCHOOL ON THE RIGHT.  TURN LEFT AND DRIVE EAST ON THE BLADED
 PU2225'ROAD FOR 1.0 MILE TO A GATE AND A Y-FORK.  PASS THROUGH THE GATE,
 PU2225'KEEP THE RIGHT FORK AND CONTINUE EASTERLY ON THE GRADED DIRT
 PU2225'ROAD FOR 0.35 MILE TO A WIRE GATE IN AN EAST-WEST FENCE ON THE
 PU2225'RIGHT.  THE STATION IS 78 FEET SOUTHEAST OF THIS GATE.
 PU2225'
 PU2225'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 PU2225'STAMPED WRIGHT 1962.  THE SURFACE-STATION MARK IS SET IN THE TOP
 PU2225'OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 PU2225'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET EAST OF AN
 PU2225'OLD BLADED ROAD WHICH DESCENDS THE SOUTH SLOPE OF THE STATION
 PU2225'BENCH, 74 FEET SOUTHEAST OF THE EAST GATE POST AND A METAL
 PU2225'WITNESS POST WITH SIGN ATTACHED, 64 FEET SOUTH OF THE EAST-WEST
 PU2225'FENCE AND 14 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD.
 PU2225'
 PU2225'REFERENCE MARK 1, A STANDARD DISK STAMPED WRIGHT NO 1 1962, IS
 PU2225'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2225'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2225'IT IS 82 FEET EAST OF THE EAST GATE POST AND METAL WITNESS POST
 PU2225'WITH SIGN, 2.0 FEET SOUTH OF THE EAST-WEST FENCE AND ABOUT 18
 PU2225'INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 PU2225'
 PU2225'REFERENCE MARK 2, A STANDARD DISK STAMPED WRIGHT NO 2 1962, IS
 PU2225'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 PU2225'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PU2225'IT IS 14 FEET EAST OF THE CENTER OF THE GATE, 2.0 FEET SOUTHEAST
 PU2225'OF THE EAST GATE POST AN METAL WITNESS POST WITH SIGN, 1.5 FEET
 PU2225'SOUTH OF THE EAST-WEST FENCE AND ABOUT 12 INCHES HIGHER IN
 PU2225'ELEVATION THAN THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0519 ***********************************************************************
 PR0519  DESIGNATION -  WW 329
 PR0519  PID         -  PR0519
 PR0519  STATE/COUNTY-  SD/BROOKINGS
 PR0519  COUNTRY     -  US
 PR0519  USGS QUAD   -  LAKE SINAI (2017)
 PR0519
 PR0519                         *CURRENT SURVEY CONTROL
 PR0519  ______________________________________________________________________
 PR0519* NAD 83(1986) POSITION- 44 20 50.     (N) 097 01 36.     (W)   SCALED
 PR0519* NAVD 88 ORTHO HEIGHT -   521.231 (meters)     1710.07  (feet) ADJUSTED
 PR0519  ______________________________________________________________________
 PR0519  GEOID HEIGHT    -        -25.142 (meters)                     GEOID18
 PR0519  DYNAMIC HEIGHT  -        521.134 (meters)     1709.75  (feet) COMP
 PR0519  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 PR0519
 PR0519  VERT ORDER      -  SECOND    CLASS 0
 PR0519
 PR0519.The horizontal coordinates were scaled from a map and have
 PR0519.an estimated accuracy of +/- 6 seconds.
 PR0519
 PR0519.The orthometric height was determined by differential leveling and
 PR0519.adjusted by the NATIONAL GEODETIC SURVEY
 PR0519.in June 1991.
 PR0519
 PR0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0519.GEOID18 height accuracy estimate available here.
 PR0519
 PR0519.Click photographs - Photos may exist for this station.
 PR0519
 PR0519.The dynamic height is computed by dividing the NAVD 88
 PR0519.geopotential number by the normal gravity value computed on the
 PR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0519.degrees latitude (g = 980.6199 gals.).
 PR0519
 PR0519.The modeled gravity was interpolated from observed gravity values.
 PR0519
 PR0519;                    North         East    Units  Estimated Accuracy
 PR0519;SPC SD N     -    61,460.      837,040.      MT  (+/- 180 meters Scaled)
 PR0519
 PR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ572123(NAD 83)
 PR0519
 PR0519                          SUPERSEDED SURVEY CONTROL
 PR0519
 PR0519  NGVD 29 (??/??/92)  520.962  (m)         1709.19   (f) ADJ UNCH    2 0
 PR0519
 PR0519.Superseded values are not recommended for survey control.
 PR0519
 PR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0519.See file dsdata.pdf to determine how the superseded data were derived.
 PR0519
 PR0519_MARKER: DB = BENCH MARK DISK
 PR0519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0519_SP_SET: CULVERT HEADWALL
 PR0519_STAMPING: WW 329 1949
 PR0519_MARK LOGO: CGS
 PR0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0519+STABILITY: SURFACE MOTION
 PR0519
 PR0519  HISTORY     - Date     Condition        Report By
 PR0519  HISTORY     - 1949     MONUMENTED       CGS
 PR0519  HISTORY     - 19940922 MARK NOT FOUND   NGS
 PR0519
 PR0519                          STATION DESCRIPTION
 PR0519
 PR0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0519'5.3 MI W FROM VOLGA.
 PR0519'5.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0519'THE STATION AT VOLGA, BROOKINGS COUNTY, 126 YARDS (PACED) NORTH
 PR0519'OF THE NORTH RAIL OF THE TRACK, AT A 6-FOOT CONCRETE CULVERT
 PR0519'UNDER A GRAVEL ROAD, IN THE CENTER OF THE TOP OF THE EAST
 PR0519'HEADWALL, 12 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 PR0519'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED WW 329 1949.
 PR0519
 PR0519                          STATION RECOVERY (1994)
 PR0519
 PR0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0519'THE CULVERT AND HEADWALL HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0295 ***********************************************************************
 PR0295  DESIGNATION -  WW 344
 PR0295  PID         -  PR0295
 PR0295  STATE/COUNTY-  SD/DEUEL
 PR0295  COUNTRY     -  US
 PR0295  USGS QUAD   -  TORONTO (2017)
 PR0295
 PR0295                         *CURRENT SURVEY CONTROL
 PR0295  ______________________________________________________________________
 PR0295* NAD 83(1986) POSITION- 44 34 51.     (N) 096 38 35.     (W)   SCALED
 PR0295* NAVD 88 ORTHO HEIGHT -   605.709 (meters)     1987.23  (feet) ADJUSTED
 PR0295  ______________________________________________________________________
 PR0295  GEOID HEIGHT    -        -25.199 (meters)                     GEOID18
 PR0295  DYNAMIC HEIGHT  -        605.606 (meters)     1986.89  (feet) COMP
 PR0295  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 PR0295
 PR0295  VERT ORDER      -  SECOND    CLASS 0
 PR0295
 PR0295.The horizontal coordinates were scaled from a map and have
 PR0295.an estimated accuracy of +/- 6 seconds.
 PR0295
 PR0295.The orthometric height was determined by differential leveling and
 PR0295.adjusted by the NATIONAL GEODETIC SURVEY
 PR0295.in June 1991.
 PR0295
 PR0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0295.GEOID18 height accuracy estimate available here.
 PR0295
 PR0295.Click photographs - Photos may exist for this station.
 PR0295
 PR0295.The dynamic height is computed by dividing the NAVD 88
 PR0295.geopotential number by the normal gravity value computed on the
 PR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0295.degrees latitude (g = 980.6199 gals.).
 PR0295
 PR0295.The modeled gravity was interpolated from observed gravity values.
 PR0295
 PR0295;                    North         East    Units  Estimated Accuracy
 PR0295;SPC SD N     -    88,590.      866,520.      MT  (+/- 180 meters Scaled)
 PR0295
 PR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ871390(NAD 83)
 PR0295
 PR0295                          SUPERSEDED SURVEY CONTROL
 PR0295
 PR0295  NGVD 29 (??/??/92)  605.437  (m)         1986.34   (f) ADJ UNCH    2 0
 PR0295
 PR0295.Superseded values are not recommended for survey control.
 PR0295
 PR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0295.See file dsdata.pdf to determine how the superseded data were derived.
 PR0295
 PR0295_MARKER: DB = BENCH MARK DISK
 PR0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0295_SP_SET: CULVERT HEADWALL
 PR0295_STAMPING: WW 344 1949
 PR0295_MARK LOGO: CGS
 PR0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0295+STABILITY: SURFACE MOTION
 PR0295
 PR0295  HISTORY     - Date     Condition        Report By
 PR0295  HISTORY     - 1949     MONUMENTED       CGS
 PR0295  HISTORY     - 20020629 MARK NOT FOUND   MNDT
 PR0295
 PR0295                          STATION DESCRIPTION
 PR0295
 PR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0295'0.6 MI N FROM TORONTO.
 PR0295'0.6 MILE NORTH ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 PR0295'RAILROAD FROM THE STATION AT TORONTO, 170 FEET WEST OF THE
 PR0295'CENTER LINE OF A GRAVEL ROAD, 11.0 FEET EAST OF THE EAST RAIL
 PR0295'OF THE TRACK, SET IN THE CENTER OF THE TOP OF THE EAST HEADWALL
 PR0295'OF A 3-FOOT STEEL TUBE CULVERT AND 3 FEET BELOW THE LEVEL
 PR0295'OF THE TRACK.
 PR0295
 PR0295                          STATION RECOVERY (2002)
 PR0295
 PR0295'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DJS)
 PR0295'THE MARK WAS SEARCHED FOR AND NOT FOUND. (DJS)
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC8016 ***********************************************************************
 AC8016  CBN         -  This is a Cooperative Base Network Control Station.
 AC8016  DESIGNATION -  WYNE
 AC8016  PID         -  AC8016
 AC8016  STATE/COUNTY-  SD/CUSTER
 AC8016  COUNTRY     -  US
 AC8016  USGS QUAD   -  JEWEL CAVE SE (2017)
 AC8016
 AC8016                         *CURRENT SURVEY CONTROL
 AC8016  ______________________________________________________________________
 AC8016* NAD 83(2011) POSITION- 43 34 03.19504(N) 103 48 01.96690(W)   ADJUSTED
 AC8016* NAD 83(2011) ELLIP HT-  1360.317 (meters)        (06/27/12)   ADJUSTED
 AC8016* NAD 83(2011) EPOCH   -  2010.00
 AC8016* NAVD 88 ORTHO HEIGHT -  1374.6   (meters)     4510.    (feet) GPS OBS
 AC8016  ______________________________________________________________________
 AC8016  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AC8016  GEOID HEIGHT    -        -14.161 (meters)                     GEOID96
 AC8016  GEOID HEIGHT    -        -14.202 (meters)                     GEOID18
 AC8016  NAD 83(2011) X  - -1,104,383.208 (meters)                     COMP
 AC8016  NAD 83(2011) Y  - -4,496,057.930 (meters)                     COMP
 AC8016  NAD 83(2011) Z  -  4,374,340.545 (meters)                     COMP
 AC8016  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 AC8016
 AC8016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8016  Standards:
 AC8016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8016  -------------------------------------------------------------------
 AC8016  NETWORK    1.15   3.47           0.54   0.37   1.77     -0.06841693
 AC8016  -------------------------------------------------------------------
 AC8016  Click here for local accuracies and other accuracy information.
 AC8016
 AC8016.The horizontal coordinates were established by GPS observations
 AC8016.and adjusted by the National Geodetic Survey in June 2012.
 AC8016
 AC8016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8016.been affixed to the stable North American tectonic plate. See 
 AC8016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8016
 AC8016.The horizontal coordinates are valid at the epoch date displayed above
 AC8016.which is a decimal equivalence of Year/Month/Day.
 AC8016
 AC8016.The orthometric height was determined by GPS observations and a
 AC8016.high-resolution geoid model.
 AC8016
 AC8016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8016.GEOID18 height accuracy estimate available here.
 AC8016
 AC8016.Click photographs - Photos may exist for this station.
 AC8016
 AC8016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8016
 AC8016.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8016
 AC8016.The ellipsoidal height was determined by GPS observations
 AC8016.and is referenced to NAD 83.
 AC8016
 AC8016. The following values were computed from the NAD 83(2011) position.
 AC8016
 AC8016;                    North         East     Units Scale Factor Converg.
 AC8016;SPC SD S     -   142,956.078   320,003.483   MT  0.99990726   -2 23 30.7
 AC8016;SPC SD S     -   469,015.07  1,049,878.09   sFT  0.99990726   -2 23 30.7
 AC8016;UTM  13      - 4,824,542.679   596,861.209   MT  0.99971540   +0 49 36.3
 AC8016
 AC8016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8016!SPC SD S     -   0.99978673  x   0.99990726  =   0.99969401
 AC8016!UTM  13      -   0.99978673  x   0.99971540  =   0.99950219
 AC8016
 AC8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ9686124542(NAD 83)
 AC8016
 AC8016                          SUPERSEDED SURVEY CONTROL
 AC8016
 AC8016  NAD 83(2007)-  43 34 03.19490(N)    103 48 01.96799(W) AD(2002.00) 0
 AC8016  ELLIP H (02/10/07) 1360.346  (m)                       GP(2002.00)    
 AC8016  ELLIP H (04/15/04) 1360.338  (m)                       GP(       ) 2 1
 AC8016  NAD 83(1996)-  43 34 03.19417(N)    103 48 01.96800(W) AD(       ) B
 AC8016  ELLIP H (04/18/97) 1360.403  (m)                       GP(       ) 4 1
 AC8016
 AC8016.Superseded values are not recommended for survey control.
 AC8016
 AC8016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8016.See file dsdata.pdf to determine how the superseded data were derived.
 AC8016
 AC8016_MARKER: DD = SURVEY DISK
 AC8016_SETTING: 66 = SET IN ROCK OUTCROP
 AC8016_STAMPING: WYNE 1991
 AC8016_MARK LOGO: USFS
 AC8016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8016+STABILITY: POSITION/ELEVATION WELL
 AC8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8016+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1996
 AC8016
 AC8016  HISTORY     - Date     Condition        Report By
 AC8016  HISTORY     - 1991     MONUMENTED       USFS
 AC8016  HISTORY     - 19960915 GOOD             USFS
 AC8016
 AC8016                          STATION DESCRIPTION
 AC8016
 AC8016'DESCRIBED BY US FOREST SERVICE 1996 (DFC)
 AC8016'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHWEST OF CUSTER,
 AC8016'12.5 MI (20.1 KM) NORTHEAST OF DEWEY, 11.0 MI (17.7 KM) SOUTH OF THE
 AC8016'JEWEL CAVE NATIONAL MONUMENT, ON COUNTY ROAD 715.  OWNERSHIP--CUSTER
 AC8016'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 16
 AC8016'AND 385 IN CUSTER, GO WEST ON U.S. HIGHWAY 16 FOR 4.55 MI (7.32 KM) TO
 AC8016'THE JUNCTION OF COUNTY ROAD 715, TURN LEFT AND GO SOUTH ON COUNTY ROAD
 AC8016'715 FOR 12.25 MI (19.71 KM) TO THE JUNCTION OF COUNTY ROAD 316,
 AC8016'CONTINUE SOUTH ON COUNTY ROAD 715 FOR 4.25 MI (6.84 KM) TO THE
 AC8016'JUNCTION OF FOREST SERVICE ROAD 276, CONTINUE SOUTH ON COUNTY ROAD 715
 AC8016'FOR 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT.  THE STATION IS SET
 AC8016'IN A 2 BY 2-FOOT ROCK OUTCROP AND IS LOCATED 55.0 FT (16.8 M)
 AC8016'SOUTHEAST OF THE ROAD CENTERLINE, AND 3.0 FT (0.9 M) WEST OF A WITNESS
 AC8016'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0373 ***********************************************************************
 PR0373  DESIGNATION -  X
 PR0373  PID         -  PR0373
 PR0373  STATE/COUNTY-  SD/CODINGTON
 PR0373  COUNTRY     -  US
 PR0373  USGS QUAD   -  GROVER (2017)
 PR0373
 PR0373                         *CURRENT SURVEY CONTROL
 PR0373  ______________________________________________________________________
 PR0373* NAD 83(1986) POSITION- 44 48 51.9    (N) 097 16 08.7    (W)   HD_HELD2
 PR0373* NAVD 88 ORTHO HEIGHT -   530.585 (meters)     1740.76  (feet) ADJUSTED
 PR0373  ______________________________________________________________________
 PR0373  GEOID HEIGHT    -        -24.966 (meters)                     GEOID18
 PR0373  DYNAMIC HEIGHT  -        530.506 (meters)     1740.50  (feet) COMP
 PR0373  MODELED GRAVITY -    980,450.5   (mgal)                       NAVD 88
 PR0373
 PR0373  VERT ORDER      -  FIRST     CLASS II
 PR0373
 PR0373.The horizontal coordinates were established by autonomous hand held GPS
 PR0373.observations and have an estimated accuracy of +/- 10 meters.
 PR0373
 PR0373.The orthometric height was determined by differential leveling and
 PR0373.adjusted by the NATIONAL GEODETIC SURVEY
 PR0373.in June 1991.
 PR0373
 PR0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0373.GEOID18 height accuracy estimate available here.
 PR0373
 PR0373.Click photographs - Photos may exist for this station.
 PR0373
 PR0373.The dynamic height is computed by dividing the NAVD 88
 PR0373.geopotential number by the normal gravity value computed on the
 PR0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0373.degrees latitude (g = 980.6199 gals.).
 PR0373
 PR0373.The modeled gravity was interpolated from observed gravity values.
 PR0373
 PR0373;                    North         East    Units  Estimated Accuracy
 PR0373;SPC SD N     -   112,663.      815,966.      MT  (+/- 10 meters HH2 GPS)
 PR0373
 PR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ3686263792(NAD 83)
 PR0373
 PR0373                          SUPERSEDED SURVEY CONTROL
 PR0373
 PR0373  NGVD 29 (??/??/92)  530.300  (m)         1739.83   (f) ADJ UNCH    1 2
 PR0373
 PR0373.Superseded values are not recommended for survey control.
 PR0373
 PR0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0373.See file dsdata.pdf to determine how the superseded data were derived.
 PR0373
 PR0373_MARKER: B = BOLT
 PR0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0373+STABILITY: SURFACE MOTION
 PR0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0373+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 PR0373
 PR0373  HISTORY     - Date     Condition        Report By
 PR0373  HISTORY     - 1905     MONUMENTED       CGS
 PR0373  HISTORY     - 20110820 GOOD             GEOCAC
 PR0373
 PR0373                          STATION DESCRIPTION
 PR0373
 PR0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0373'AT GROVER.
 PR0373'AT GROVER, CODINGTON COUNTY, ON THE GREAT NORTHERN RAILWAY,
 PR0373'0.2 MILE EAST OF THE STATION, AT THE CROSSING OF A NORTH-AND-SOUTH
 PR0373'SECTION-LINE ROAD, 110 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PR0373'TRACK, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 68 FEET SOUTH
 PR0373'OF A POST AT THE RIGHT-OF-WAY FENCE CORNER, AND IN THE FENCE
 PR0373'LINE.  A COPPER BOLT, SURROUNDED BY THE LETTERS USBM AND SET IN
 PR0373'THE TOP OF A STONE POST PROJECTING 1 INCH ABOVE GROUND.
 PR0373
 PR0373                          STATION RECOVERY (2011)
 PR0373
 PR0373'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 PR0373'SET IN 1905 ON A LEVEL RUN FROM WATERTOWN, S.DAK., TO SIOUX CITY,
 PR0373'IOWA.  MARK IS 1.5 FT NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0473 ***********************************************************************
 PR0473  DESIGNATION -  X 1
 PR0473  PID         -  PR0473
 PR0473  STATE/COUNTY-  SD/KINGSBURY
 PR0473  COUNTRY     -  US
 PR0473  USGS QUAD   -  OLDHAM (2017)
 PR0473
 PR0473                         *CURRENT SURVEY CONTROL
 PR0473  ______________________________________________________________________
 PR0473* NAD 83(1986) POSITION- 44 12 37.     (N) 097 18 04.     (W)   SCALED
 PR0473* NAVD 88 ORTHO HEIGHT -   526.983 (meters)     1728.94  (feet) ADJUSTED
 PR0473  ______________________________________________________________________
 PR0473  GEOID HEIGHT    -        -25.472 (meters)                     GEOID18
 PR0473  DYNAMIC HEIGHT  -        526.870 (meters)     1728.57  (feet) COMP
 PR0473  MODELED GRAVITY -    980,386.5   (mgal)                       NAVD 88
 PR0473
 PR0473  VERT ORDER      -  FIRST     CLASS II
 PR0473
 PR0473.The horizontal coordinates were scaled from a map and have
 PR0473.an estimated accuracy of +/- 6 seconds.
 PR0473
 PR0473.The orthometric height was determined by differential leveling and
 PR0473.adjusted by the NATIONAL GEODETIC SURVEY
 PR0473.in June 1991.
 PR0473
 PR0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0473.GEOID18 height accuracy estimate available here.
 PR0473
 PR0473.Click photographs - Photos may exist for this station.
 PR0473
 PR0473.The dynamic height is computed by dividing the NAVD 88
 PR0473.geopotential number by the normal gravity value computed on the
 PR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0473.degrees latitude (g = 980.6199 gals.).
 PR0473
 PR0473.The modeled gravity was interpolated from observed gravity values.
 PR0473
 PR0473;                    North         East    Units  Estimated Accuracy
 PR0473;SPC SD N     -    45,480.      815,670.      MT  (+/- 180 meters Scaled)
 PR0473
 PR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP357966(NAD 83)
 PR0473
 PR0473                          SUPERSEDED SURVEY CONTROL
 PR0473
 PR0473  NGVD 29 (??/??/92)  526.692  (m)         1727.99   (f) ADJ UNCH    1 2
 PR0473
 PR0473.Superseded values are not recommended for survey control.
 PR0473
 PR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0473.See file dsdata.pdf to determine how the superseded data were derived.
 PR0473
 PR0473_MARKER: B = BOLT
 PR0473_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PR0473_PROJECTION: FLUSH
 PR0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0473
 PR0473  HISTORY     - Date     Condition        Report By
 PR0473  HISTORY     - 1905     MONUMENTED       CGS
 PR0473  HISTORY     - 1934     GOOD             CGS
 PR0473
 PR0473                          STATION DESCRIPTION
 PR0473
 PR0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0473'1.2 MI S FROM OLDHAM.
 PR0473'1.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0473'PACIFIC RAILROAD FROM THE STATION AT OLDHAM, KINGSBURY COUNTY,
 PR0473'AT A ROAD CROSSING, 51 FEET EAST OF THE CENTER LINE OF THE
 PR0473'TRACK, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET
 PR0473'NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1/2 FOOT LOWER
 PR0473'THAN THE TRACK.  A COPPER BOLT, SURROUNDED BY THE LETTERS USBM
 PR0473'AND SET IN THE TOP OF A STONE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0256 ***********************************************************************
 OT0256  DESIGNATION -  X 10
 OT0256  PID         -  OT0256
 OT0256  STATE/COUNTY-  SD/PENNINGTON
 OT0256  COUNTRY     -  US
 OT0256  USGS QUAD   -  CRESTON (2017)
 OT0256
 OT0256                         *CURRENT SURVEY CONTROL
 OT0256  ______________________________________________________________________
 OT0256* NAD 83(1986) POSITION- 43 54 58.     (N) 102 43 59.     (W)   SCALED
 OT0256* NAVD 88 ORTHO HEIGHT -   781.357 (meters)     2563.50  (feet) ADJUSTED
 OT0256  ______________________________________________________________________
 OT0256  GEOID HEIGHT    -        -17.685 (meters)                     GEOID18
 OT0256  DYNAMIC HEIGHT  -        781.115 (meters)     2562.71  (feet) COMP
 OT0256  MODELED GRAVITY -    980,283.5   (mgal)                       NAVD 88
 OT0256
 OT0256  VERT ORDER      -  FIRST     CLASS II
 OT0256
 OT0256.The horizontal coordinates were scaled from a map and have
 OT0256.an estimated accuracy of +/- 6 seconds.
 OT0256
 OT0256.The orthometric height was determined by differential leveling and
 OT0256.adjusted by the NATIONAL GEODETIC SURVEY
 OT0256.in June 1991.
 OT0256
 OT0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0256.GEOID18 height accuracy estimate available here.
 OT0256
 OT0256.Click photographs - Photos may exist for this station.
 OT0256
 OT0256.The dynamic height is computed by dividing the NAVD 88
 OT0256.geopotential number by the normal gravity value computed on the
 OT0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0256.degrees latitude (g = 980.6199 gals.).
 OT0256
 OT0256.The modeled gravity was interpolated from observed gravity values.
 OT0256
 OT0256;                    North         East    Units  Estimated Accuracy
 OT0256;SPC SD S     -   178,620.      407,300.      MT  (+/- 180 meters Scaled)
 OT0256
 OT0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ820650(NAD 83)
 OT0256
 OT0256                          SUPERSEDED SURVEY CONTROL
 OT0256
 OT0256  NGVD 29 (??/??/92)  780.916  (m)         2562.06   (f) ADJ UNCH    1 2
 OT0256
 OT0256.Superseded values are not recommended for survey control.
 OT0256
 OT0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0256.See file dsdata.pdf to determine how the superseded data were derived.
 OT0256
 OT0256_MARKER: DB = BENCH MARK DISK
 OT0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0256_STAMPING: X 10 1925 2562.167
 OT0256_MARK LOGO: CGS
 OT0256_PROJECTION: FLUSH
 OT0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0256+STABILITY: SURFACE MOTION
 OT0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0256+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 OT0256
 OT0256  HISTORY     - Date     Condition        Report By
 OT0256  HISTORY     - 1925     MONUMENTED       CGS
 OT0256  HISTORY     - 1962     GOOD             CGS
 OT0256  HISTORY     - 1985     GOOD             NGS
 OT0256  HISTORY     - 20120410 GOOD             INDIV
 OT0256
 OT0256                          STATION DESCRIPTION
 OT0256
 OT0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0256'28 MI SE FROM RAPID CITY.
 OT0256'ABOUT 27.95 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0256'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0256'RAILWAY STATION AT RAPID CITY, IN SECTION 31, T 1 S, R 12 E,
 OT0256'0.5 MILE EAST OF MILE POST 633, 86 FEET NORTHEAST OF THE NORTHEAST
 OT0256'CORNER OF TRESTLE W 276, 70 FEET SOUTH OF THE CENTER LINE OF A
 OT0256'CURVE IN STATE HIGHWAY 40, 42 1/2 FEET NORTH OF THE NORTH RAIL,
 OT0256'6 FEET SOUTH OF A ROW OF TELEPHONE POLES, 1.7 FEET SOUTH OF A
 OT0256'METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE
 OT0256'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OT0256
 OT0256                          STATION RECOVERY (1985)
 OT0256
 OT0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0256'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 OT0256'MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID CITY,
 OT0256'THENCE 43.7 KM (27.3 MI) SOUTHEAST ALONG STATE HIGHWAY 44, 2.2 KM (1.4
 OT0256'MI) WEST OF THE CROSSING OF RAPID CREEK, 0.8 KM (0.5 MI) WEST OF
 OT0256'MILEPOST 74, 31.7 METERS (104 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OT0256'55.3 METERS (181.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE,
 OT0256'26.2 METERS (86 FT) NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 OT0256'BRIDGE FOR THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AND
 OT0256'12.9 METERS (42.5 FT) NORTH OF THE NORTH RAIL.
 OT0256'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0256'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OT0256
 OT0256                          STATION RECOVERY (2012)
 OT0256
 OT0256'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0330 ***********************************************************************
 OT0330  DESIGNATION -  X 11
 OT0330  PID         -  OT0330
 OT0330  STATE/COUNTY-  SD/CUSTER
 OT0330  COUNTRY     -  US
 OT0330  USGS QUAD   -  FAIRBURN (2017)
 OT0330
 OT0330                         *CURRENT SURVEY CONTROL
 OT0330  ______________________________________________________________________
 OT0330* NAD 83(1986) POSITION- 43 40 41.     (N) 103 14 09.     (W)   SCALED
 OT0330* NAVD 88 ORTHO HEIGHT -  1020.645 (meters)     3348.57  (feet) ADJUSTED
 OT0330  ______________________________________________________________________
 OT0330  GEOID HEIGHT    -        -16.022 (meters)                     GEOID18
 OT0330  DYNAMIC HEIGHT  -       1020.252 (meters)     3347.28  (feet) COMP
 OT0330  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 OT0330
 OT0330  VERT ORDER      -  FIRST     CLASS II
 OT0330
 OT0330.The horizontal coordinates were scaled from a map and have
 OT0330.an estimated accuracy of +/- 6 seconds.
 OT0330
 OT0330.The orthometric height was determined by differential leveling and
 OT0330.adjusted by the NATIONAL GEODETIC SURVEY
 OT0330.in June 1991.
 OT0330
 OT0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0330.GEOID18 height accuracy estimate available here.
 OT0330
 OT0330.Click photographs - Photos may exist for this station.
 OT0330
 OT0330.The dynamic height is computed by dividing the NAVD 88
 OT0330.geopotential number by the normal gravity value computed on the
 OT0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0330.degrees latitude (g = 980.6199 gals.).
 OT0330
 OT0330.The modeled gravity was interpolated from observed gravity values.
 OT0330
 OT0330;                    North         East    Units  Estimated Accuracy
 OT0330;SPC SD S     -   153,480.      366,020.      MT  (+/- 180 meters Scaled)
 OT0330
 OT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ422376(NAD 83)
 OT0330
 OT0330                          SUPERSEDED SURVEY CONTROL
 OT0330
 OT0330  NGVD 29 (??/??/92) 1020.155  (m)         3346.96   (f) ADJ UNCH    1 2
 OT0330
 OT0330.Superseded values are not recommended for survey control.
 OT0330
 OT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0330.See file dsdata.pdf to determine how the superseded data were derived.
 OT0330
 OT0330_MARKER: DB = BENCH MARK DISK
 OT0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0330_STAMPING: X 11 1926
 OT0330_MARK LOGO: CGS
 OT0330_PROJECTION: FLUSH
 OT0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0330+STABILITY: SURFACE MOTION
 OT0330
 OT0330  HISTORY     - Date     Condition        Report By
 OT0330  HISTORY     - 1926     MONUMENTED       CGS
 OT0330  HISTORY     - 1963     GOOD             CGS
 OT0330
 OT0330                          STATION DESCRIPTION
 OT0330
 OT0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0330'1.4 MI SW FROM FAIRBURN.
 OT0330'ABOUT 1.35 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0330'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 11 POLES SOUTHWEST
 OT0330'OF MILE POST 66, IN SECTION 25, T 4 S, R 7 E, 43 FEET SOUTHEAST
 OT0330'OF THE SOUTHEAST RAIL, 49 FEET EAST OF THE CENTER OF A
 OT0330'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 18 FEET NORTHEAST
 OT0330'OF THE CENTER LINE OF THE PRIVATE ROAD, 5 1/2 FEET NORTHWEST OF
 OT0330'A FENCE, 5.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET
 OT0330'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 OT0330'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0527 ***********************************************************************
 OT0527  DESIGNATION -  X 12
 OT0527  PID         -  OT0527
 OT0527  STATE/COUNTY-  SD/FALL RIVER
 OT0527  COUNTRY     -  US
 OT0527  USGS QUAD   -  FLINT HILL (2017)
 OT0527
 OT0527                         *CURRENT SURVEY CONTROL
 OT0527  ______________________________________________________________________
 OT0527* NAD 83(1986) POSITION- 43 22 03.     (N) 103 42 39.     (W)   SCALED
 OT0527* NAVD 88 ORTHO HEIGHT -  1204.545 (meters)     3951.91  (feet) ADJUSTED
 OT0527  ______________________________________________________________________
 OT0527  GEOID HEIGHT    -        -15.012 (meters)                     GEOID18
 OT0527  DYNAMIC HEIGHT  -       1204.028 (meters)     3950.22  (feet) COMP
 OT0527  MODELED GRAVITY -    980,147.4   (mgal)                       NAVD 88
 OT0527
 OT0527  VERT ORDER      -  FIRST     CLASS II
 OT0527
 OT0527.The horizontal coordinates were scaled from a map and have
 OT0527.an estimated accuracy of +/- 6 seconds.
 OT0527
 OT0527.The orthometric height was determined by differential leveling and
 OT0527.adjusted by the NATIONAL GEODETIC SURVEY
 OT0527.in June 1991.
 OT0527
 OT0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0527.GEOID18 height accuracy estimate available here.
 OT0527
 OT0527.Click photographs - Photos may exist for this station.
 OT0527
 OT0527.The dynamic height is computed by dividing the NAVD 88
 OT0527.geopotential number by the normal gravity value computed on the
 OT0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0527.degrees latitude (g = 980.6199 gals.).
 OT0527
 OT0527.The modeled gravity was interpolated from observed gravity values.
 OT0527
 OT0527;                    North         East    Units  Estimated Accuracy
 OT0527;SPC SD S     -   120,450.      326,340.      MT  (+/- 180 meters Scaled)
 OT0527
 OT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ044024(NAD 83)
 OT0527
 OT0527                          SUPERSEDED SURVEY CONTROL
 OT0527
 OT0527  NGVD 29 (??/??/92) 1203.982  (m)         3950.06   (f) ADJ UNCH    1 2
 OT0527
 OT0527.Superseded values are not recommended for survey control.
 OT0527
 OT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0527.See file dsdata.pdf to determine how the superseded data were derived.
 OT0527
 OT0527_MARKER: DB = BENCH MARK DISK
 OT0527_SETTING: 66 = SET IN ROCK OUTCROP
 OT0527_STAMPING: X 12 1926
 OT0527_MARK LOGO: CGS
 OT0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0527+STABILITY: POSITION/ELEVATION WELL
 OT0527
 OT0527  HISTORY     - Date     Condition        Report By
 OT0527  HISTORY     - 1926     MONUMENTED       CGS
 OT0527  HISTORY     - 1963     GOOD             CGS
 OT0527
 OT0527                          STATION DESCRIPTION
 OT0527
 OT0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0527'4.7 MI S FROM MINNEKAHTA.
 OT0527'ABOUT 4.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0527'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0527'12, T 8 S, R 3 E, 9 POLES NORTH OF MILE POST 11, 3 RAILS NORTH OF
 OT0527'AN OLD ABANDONED ROAD CROSSING, 23 FEET EAST OF THE EAST RAIL,
 OT0527'10 1/2 FEET NORTH OF A TELEPHONE POLE 26 FEET WEST OF A FENCE,
 OT0527'2.6 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 OT0527'LEVEL OF THE RAIL, AND SET IN THE TOP OF THE LOWER EDGE OF A
 OT0527'SLOPING ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1929 ***********************************************************************
 PU1929  DESIGNATION -  X 120
 PU1929  PID         -  PU1929
 PU1929  STATE/COUNTY-  SD/BUTTE
 PU1929  COUNTRY     -  US
 PU1929  USGS QUAD   -  FRUITDALE (2017)
 PU1929
 PU1929                         *CURRENT SURVEY CONTROL
 PU1929  ______________________________________________________________________
 PU1929* NAD 83(1986) POSITION- 44 40 25.     (N) 103 43 42.     (W)   SCALED
 PU1929* NAVD 88 ORTHO HEIGHT -   894.583 (meters)     2934.98  (feet) ADJUSTED
 PU1929  ______________________________________________________________________
 PU1929  GEOID HEIGHT    -        -15.564 (meters)                     GEOID18
 PU1929  DYNAMIC HEIGHT  -        894.347 (meters)     2934.20  (feet) COMP
 PU1929  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 PU1929
 PU1929  VERT ORDER      -  SECOND    CLASS 0
 PU1929
 PU1929.The horizontal coordinates were scaled from a map and have
 PU1929.an estimated accuracy of +/- 6 seconds.
 PU1929
 PU1929.The orthometric height was determined by differential leveling and
 PU1929.adjusted by the NATIONAL GEODETIC SURVEY
 PU1929.in June 1991.
 PU1929
 PU1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1929.GEOID18 height accuracy estimate available here.
 PU1929
 PU1929.Click photographs - Photos may exist for this station.
 PU1929
 PU1929.The dynamic height is computed by dividing the NAVD 88
 PU1929.geopotential number by the normal gravity value computed on the
 PU1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1929.degrees latitude (g = 980.6199 gals.).
 PU1929
 PU1929.The modeled gravity was interpolated from observed gravity values.
 PU1929
 PU1929;                    North         East    Units  Estimated Accuracy
 PU1929;SPC SD N     -   100,180.      304,490.      MT  (+/- 180 meters Scaled)
 PU1929
 PU1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK007474(NAD 83)
 PU1929
 PU1929                          SUPERSEDED SURVEY CONTROL
 PU1929
 PU1929  NGVD 29 (??/??/92)  894.103  (m)         2933.40   (f) ADJ UNCH    2 0
 PU1929
 PU1929.Superseded values are not recommended for survey control.
 PU1929
 PU1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1929.See file dsdata.pdf to determine how the superseded data were derived.
 PU1929
 PU1929_MARKER: DB = BENCH MARK DISK
 PU1929_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1929_STAMPING: X 120 1934
 PU1929_MARK LOGO: CGS
 PU1929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1929
 PU1929  HISTORY     - Date     Condition        Report By
 PU1929  HISTORY     - 1934     MONUMENTED       CGS
 PU1929  HISTORY     - 1962     GOOD             CGS
 PU1929
 PU1929                          STATION DESCRIPTION
 PU1929
 PU1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1929'1.6 MI W FROM FRUITDALE.
 PU1929'1.6 MILE WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1929'FROM THE POST OFFICE AT FRUITDALE, ABOUT 1 MILE WEST OF A
 PU1929'BRIDGE OVER THE BELLE FOURCHE RIVER, ABOUT 0.1 MILE WEST OF
 PU1929'MILE POST NO 7, AT THE SOUTHWEST CORNER OF A SMALL OPEN PASTURE
 PU1929'BETWEEN THE RAILROAD AND A GRADED ROAD, 95.8 FEET NORTH OF THE
 PU1929'NORTH RAIL, 62 FEET NORTHWEST OF A TELEGRAPH POLE, 2.8 FEET SOUTH
 PU1929'OF A FENCE LINE, 1.2 FEET EAST OF A WITNESS POST, 3 FEET BELOW
 PU1929'THE TRACK, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 PU1929'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0717 ***********************************************************************
 PU0717  DESIGNATION -  X 121
 PU0717  PID         -  PU0717
 PU0717  STATE/COUNTY-  SD/MEADE
 PU0717  COUNTRY     -  US
 PU0717  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU0717
 PU0717                         *CURRENT SURVEY CONTROL
 PU0717  ______________________________________________________________________
 PU0717* NAD 83(1986) POSITION- 44 51 49.     (N) 102 55 56.     (W)   SCALED
 PU0717* NAVD 88 ORTHO HEIGHT -   855.567 (meters)     2806.97  (feet) ADJUSTED
 PU0717  ______________________________________________________________________
 PU0717  GEOID HEIGHT    -        -17.348 (meters)                     GEOID18
 PU0717  DYNAMIC HEIGHT  -        855.381 (meters)     2806.36  (feet) COMP
 PU0717  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 PU0717
 PU0717  VERT ORDER      -  SECOND    CLASS 0
 PU0717
 PU0717.The horizontal coordinates were scaled from a map and have
 PU0717.an estimated accuracy of +/- 6 seconds.
 PU0717
 PU0717.The orthometric height was determined by differential leveling and
 PU0717.adjusted by the NATIONAL GEODETIC SURVEY
 PU0717.in June 1991.
 PU0717
 PU0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0717.GEOID18 height accuracy estimate available here.
 PU0717
 PU0717.Click photographs - Photos may exist for this station.
 PU0717
 PU0717.The dynamic height is computed by dividing the NAVD 88
 PU0717.geopotential number by the normal gravity value computed on the
 PU0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0717.degrees latitude (g = 980.6199 gals.).
 PU0717
 PU0717.The modeled gravity was interpolated from observed gravity values.
 PU0717
 PU0717;                    North         East    Units  Estimated Accuracy
 PU0717;SPC SD N     -   118,680.      368,320.      MT  (+/- 180 meters Scaled)
 PU0717
 PU0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK633698(NAD 83)
 PU0717
 PU0717                          SUPERSEDED SURVEY CONTROL
 PU0717
 PU0717  NGVD 29 (??/??/92)  855.059  (m)         2805.31   (f) ADJ UNCH    2 0
 PU0717
 PU0717.Superseded values are not recommended for survey control.
 PU0717
 PU0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0717.See file dsdata.pdf to determine how the superseded data were derived.
 PU0717
 PU0717_MARKER: DB = BENCH MARK DISK
 PU0717_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0717_STAMPING: X 121 1934
 PU0717_MARK LOGO: CGS
 PU0717_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0717
 PU0717  HISTORY     - Date     Condition        Report By
 PU0717  HISTORY     - 1934     MONUMENTED       CGS
 PU0717  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0717
 PU0717                          STATION DESCRIPTION
 PU0717
 PU0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0717'1.4 MI SW FROM SULPHUR.
 PU0717'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 PU0717'AT SULPHUR, MEADE COUNTY, 125 YARDS SOUTHWEST OF A CURVE FROM
 PU0717'NORTHEAST TO NORTH, AND 46 FEET SOUTHEAST OF THE CENTERLINE
 PU0717'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0717'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0082 ***********************************************************************
 QT0082  DESIGNATION -  X 122
 QT0082  PID         -  QT0082
 QT0082  STATE/COUNTY-  SD/MEADE
 QT0082  COUNTRY     -  US
 QT0082  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0082
 QT0082                         *CURRENT SURVEY CONTROL
 QT0082  ______________________________________________________________________
 QT0082* NAD 83(1986) POSITION- 45 00 00.     (N) 102 20 49.     (W)   SCALED
 QT0082* NAVD 88 ORTHO HEIGHT -   843.529 (meters)     2767.48  (feet) ADJUSTED
 QT0082  ______________________________________________________________________
 QT0082  GEOID HEIGHT    -        -18.674 (meters)                     GEOID18
 QT0082  DYNAMIC HEIGHT  -        843.354 (meters)     2766.90  (feet) COMP
 QT0082  MODELED GRAVITY -    980,379.9   (mgal)                       NAVD 88
 QT0082
 QT0082  VERT ORDER      -  SECOND    CLASS 0
 QT0082
 QT0082.The horizontal coordinates were scaled from a map and have
 QT0082.an estimated accuracy of +/- 6 seconds.
 QT0082
 QT0082.The orthometric height was determined by differential leveling and
 QT0082.adjusted by the NATIONAL GEODETIC SURVEY
 QT0082.in June 1991.
 QT0082
 QT0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0082.GEOID18 height accuracy estimate available here.
 QT0082
 QT0082.Click photographs - Photos may exist for this station.
 QT0082
 QT0082.The dynamic height is computed by dividing the NAVD 88
 QT0082.geopotential number by the normal gravity value computed on the
 QT0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0082.degrees latitude (g = 980.6199 gals.).
 QT0082
 QT0082.The modeled gravity was interpolated from observed gravity values.
 QT0082
 QT0082;                    North         East    Units  Estimated Accuracy
 QT0082;SPC SD N     -   132,330.      414,990.      MT  (+/- 180 meters Scaled)
 QT0082
 QT0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK091863(NAD 83)
 QT0082
 QT0082                          SUPERSEDED SURVEY CONTROL
 QT0082
 QT0082  NGVD 29 (??/??/92)  843.060  (m)         2765.94   (f) ADJ UNCH    2 0
 QT0082
 QT0082.Superseded values are not recommended for survey control.
 QT0082
 QT0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0082.See file dsdata.pdf to determine how the superseded data were derived.
 QT0082
 QT0082_MARKER: DB = BENCH MARK DISK
 QT0082_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0082_STAMPING: X 122 1934
 QT0082_MARK LOGO: CGS
 QT0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0082
 QT0082  HISTORY     - Date     Condition        Report By
 QT0082  HISTORY     - 1934     MONUMENTED       CGS
 QT0082  HISTORY     - 1963     MARK NOT FOUND   CGS
 QT0082
 QT0082                          STATION DESCRIPTION
 QT0082
 QT0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0082'6 MI W FROM EDSON.
 QT0082'6.0 MILES WEST OF EDSON, MEADE COUNTY.  THIS BENCH MARK MAY BE
 QT0082'REACHED FROM THE POST OFFICE BY GOING 0.9 MILE WEST ALONG U.S.
 QT0082'HIGHWAY 212, 5.1 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 212, IT IS
 QT0082'ON THE OLD HIGHWAY, 400 YARDS EAST OF THE CREST OF A HILL, 120
 QT0082'YARDS EAST OF THE HEAD OF A CANYON THAT BEGINS AT THE EDGE OF THE
 QT0082'ROAD, 23 YARDS NORTH OF THE BRINK OF THE CANYON, AND 46 FEET
 QT0082'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 QT0082'STAMPED X 122 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0082'NOTE-- THE POST IS LEANING TO THE NORTHEAST, AND THE SOUTH EDGE IS
 QT0082'BROKEN OFF EVEN WITH THE EDGE OF THE DISK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1061 ***********************************************************************
 PU1061  DESIGNATION -  X 123 RESET
 PU1061  PID         -  PU1061
 PU1061  STATE/COUNTY-  SD/BUTTE
 PU1061  COUNTRY     -  US
 PU1061  USGS QUAD   -  NEWELL (2017)
 PU1061
 PU1061                         *CURRENT SURVEY CONTROL
 PU1061  ______________________________________________________________________
 PU1061* NAD 83(1986) POSITION- 44 44 55.     (N) 103 25 33.     (W)   SCALED
 PU1061* NAVD 88 ORTHO HEIGHT -   859.609 (meters)     2820.23  (feet) ADJUSTED
 PU1061  ______________________________________________________________________
 PU1061  GEOID HEIGHT    -        -16.380 (meters)                     GEOID18
 PU1061  DYNAMIC HEIGHT  -        859.391 (meters)     2819.52  (feet) COMP
 PU1061  MODELED GRAVITY -    980,335.3   (mgal)                       NAVD 88
 PU1061
 PU1061  VERT ORDER      -  SECOND    CLASS 0
 PU1061
 PU1061.The horizontal coordinates were scaled from a map and have
 PU1061.an estimated accuracy of +/- 6 seconds.
 PU1061
 PU1061.The orthometric height was determined by differential leveling and
 PU1061.adjusted by the NATIONAL GEODETIC SURVEY
 PU1061.in June 1991.
 PU1061
 PU1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1061.GEOID18 height accuracy estimate available here.
 PU1061
 PU1061.Click photographs - Photos may exist for this station.
 PU1061
 PU1061.The dynamic height is computed by dividing the NAVD 88
 PU1061.geopotential number by the normal gravity value computed on the
 PU1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1061.degrees latitude (g = 980.6199 gals.).
 PU1061
 PU1061.The modeled gravity was interpolated from observed gravity values.
 PU1061
 PU1061;                    North         East    Units  Estimated Accuracy
 PU1061;SPC SD N     -   107,450.      328,800.      MT  (+/- 180 meters Scaled)
 PU1061
 PU1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK246562(NAD 83)
 PU1061
 PU1061                          SUPERSEDED SURVEY CONTROL
 PU1061
 PU1061  NGVD 29 (??/??/92)  859.133  (m)         2818.67   (f) ADJ UNCH    2 0
 PU1061
 PU1061.Superseded values are not recommended for survey control.
 PU1061
 PU1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1061.See file dsdata.pdf to determine how the superseded data were derived.
 PU1061
 PU1061_MARKER: DB = BENCH MARK DISK
 PU1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1061_STAMPING: X 123 1934 RESET 1962
 PU1061_MARK LOGO: CGS
 PU1061_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1061+STABILITY: SURFACE MOTION
 PU1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1061+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1061
 PU1061  HISTORY     - Date     Condition        Report By
 PU1061  HISTORY     - 1962     MONUMENTED       CGS
 PU1061  HISTORY     - 1963     GOOD             CGS
 PU1061  HISTORY     - 20201022 POOR             SDDT
 PU1061
 PU1061                          STATION DESCRIPTION
 PU1061
 PU1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1061'2.2 MI N FROM NEWELL.
 PU1061'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1061'SCHOOL AT NEWELL, 125 FEET SOUTHWEST OF THE CENTER OF THE
 PU1061'T-JUNCTION OF A ROAD LEADING WEST, 110 FEET WEST OF THE CENTERLINE
 PU1061'OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 PU1061'LEADING WEST, 17 FEET WEST OF A FENCE CORNER, 3.0 FEET EAST OF
 PU1061'A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 PU1061'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PU1061'FOOT.
 PU1061
 PU1061                          STATION RECOVERY (2020)
 PU1061
 PU1061'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1061'CONCRETE MONUMENT HAS BEEN BROKE OFF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0313 ***********************************************************************
 QT0313  DESIGNATION -  X 124
 QT0313  PID         -  QT0313
 QT0313  STATE/COUNTY-  SD/BUTTE
 QT0313  COUNTRY     -  US
 QT0313  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0313
 QT0313                         *CURRENT SURVEY CONTROL
 QT0313  ______________________________________________________________________
 QT0313* NAD 83(1986) POSITION- 45 11 55.     (N) 103 32 45.     (W)   SCALED
 QT0313* NAVD 88 ORTHO HEIGHT -   914.296 (meters)     2999.65  (feet) ADJUSTED
 QT0313  ______________________________________________________________________
 QT0313  GEOID HEIGHT    -        -16.276 (meters)                     GEOID18
 QT0313  DYNAMIC HEIGHT  -        914.096 (meters)     2999.00  (feet) COMP
 QT0313  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 QT0313
 QT0313  VERT ORDER      -  SECOND    CLASS 0
 QT0313
 QT0313.The horizontal coordinates were scaled from a map and have
 QT0313.an estimated accuracy of +/- 6 seconds.
 QT0313
 QT0313.The orthometric height was determined by differential leveling and
 QT0313.adjusted by the NATIONAL GEODETIC SURVEY
 QT0313.in June 1991.
 QT0313
 QT0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0313.GEOID18 height accuracy estimate available here.
 QT0313
 QT0313.Click photographs - Photos may exist for this station.
 QT0313
 QT0313.The dynamic height is computed by dividing the NAVD 88
 QT0313.geopotential number by the normal gravity value computed on the
 QT0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0313.degrees latitude (g = 980.6199 gals.).
 QT0313
 QT0313.The modeled gravity was interpolated from observed gravity values.
 QT0313
 QT0313;                    North         East    Units  Estimated Accuracy
 QT0313;SPC SD N     -   157,810.      321,500.      MT  (+/- 180 meters Scaled)
 QT0313
 QT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL142060(NAD 83)
 QT0313
 QT0313                          SUPERSEDED SURVEY CONTROL
 QT0313
 QT0313  NGVD 29 (??/??/92)  913.803  (m)         2998.04   (f) ADJ UNCH    2 0
 QT0313
 QT0313.Superseded values are not recommended for survey control.
 QT0313
 QT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0313.See file dsdata.pdf to determine how the superseded data were derived.
 QT0313
 QT0313_MARKER: DB = BENCH MARK DISK
 QT0313_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0313_STAMPING: X 124 1934
 QT0313_MARK LOGO: CGS
 QT0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0313
 QT0313  HISTORY     - Date     Condition        Report By
 QT0313  HISTORY     - 1934     MONUMENTED       CGS
 QT0313  HISTORY     - 1938     GOOD             CGS
 QT0313  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0313
 QT0313                          STATION DESCRIPTION
 QT0313
 QT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QT0313'5.4 MI W FROM MASON.
 QT0313'ABOUT 5.4 MILES WEST ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 QT0313'AT MASON, BUTTE COUNTY, AT THE JUNCTION WITH U.S. HIGHWAY 85,
 QT0313'ABOUT 285 YARDS SOUTHEAST OF THE CENTER OF A RIGHT-ANGLE TURN
 QT0313'IN U.S. HIGHWAY 85 FROM SOUTH TO WEST, 105 FEET SOUTHEAST OF THE
 QT0313'CENTER LINE OF A DOUBLE 3-FOOT CONCRETE CULVERT UNDER STATE
 QT0313'HIGHWAY 79, AND 55 FEET SOUTH OF THE CENTER LINE OF STATE
 QT0313'HIGHWAY 79.  A STANDARD DISK, STAMPED X 124 1934 AND SET IN THE
 QT0313'TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 QT0313
 QT0313                          STATION RECOVERY (1998)
 QT0313
 QT0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0313'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0314 ***********************************************************************
 QT0314  DESIGNATION -  X 124 RESET
 QT0314  PID         -  QT0314
 QT0314  STATE/COUNTY-  SD/BUTTE
 QT0314  COUNTRY     -  US
 QT0314  USGS QUAD   -  LONE TREE DRAW WEST (2017)
 QT0314
 QT0314                         *CURRENT SURVEY CONTROL
 QT0314  ______________________________________________________________________
 QT0314* NAD 83(1986) POSITION- 45 11 55.     (N) 103 32 45.     (W)   SCALED
 QT0314* NAVD 88 ORTHO HEIGHT -   916.22  (meters)     3006.0   (feet) RESET
 QT0314  ______________________________________________________________________
 QT0314  GEOID HEIGHT    -        -16.276 (meters)                     GEOID18
 QT0314  VERT ORDER      -  THIRD
 QT0314
 QT0314.The horizontal coordinates were scaled from a map and have
 QT0314.an estimated accuracy of +/- 6 seconds.
 QT0314
 QT0314.The orthometric height was computed from unverified reset data.
 QT0314
 QT0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0314.GEOID18 height accuracy estimate available here.
 QT0314
 QT0314.Click photographs - Photos may exist for this station.
 QT0314
 QT0314;                    North         East    Units  Estimated Accuracy
 QT0314;SPC SD N     -   157,810.      321,500.      MT  (+/- 180 meters Scaled)
 QT0314
 QT0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL142060(NAD 83)
 QT0314
 QT0314                          SUPERSEDED SURVEY CONTROL
 QT0314
 QT0314.No superseded survey control is available for this station.
 QT0314
 QT0314_MARKER: DB = BENCH MARK DISK
 QT0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0314_STAMPING: X 124 RESET 1966
 QT0314_MARK LOGO: CGS
 QT0314_PROJECTION: PROJECTING 12 CENTIMETERS
 QT0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0314+STABILITY: SURFACE MOTION
 QT0314
 QT0314  HISTORY     - Date     Condition        Report By
 QT0314  HISTORY     - 1966     MONUMENTED       CGS
 QT0314  HISTORY     - 1973     GOOD             USGS
 QT0314
 QT0314                          STATION DESCRIPTION
 QT0314
 QT0314'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QT0314'5 MI S FROM REDIG.
 QT0314'REDIG, 5.0 MI. SOUTH OF ALONG U.S. HWY. 85, 697 FT EAST ALONG
 QT0314'A COUNTY RD. (OLD STATE HWY 79) FROM HWY JCT., 103 FT NORTH
 QT0314'OF THE CENTERLINE OF THE RD., A STANDARD TABLET SET IN THE TOP
 QT0314'OF A CONCRETE POST STAMPED X 124 RESET 1966 AND PROJECTING
 QT0314'0.4 FT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2402 ***********************************************************************
 PU2402  DESIGNATION -  X 125 RESET
 PU2402  PID         -  PU2402
 PU2402  STATE/COUNTY-  SD/MEADE
 PU2402  COUNTRY     -  US
 PU2402  USGS QUAD   -  AVANCE SE (2017)
 PU2402
 PU2402                         *CURRENT SURVEY CONTROL
 PU2402  ______________________________________________________________________
 PU2402* NAD 83(1986) POSITION- 44 51 01.     (N) 102 02 42.     (W)   SCALED
 PU2402* NAVD 88 ORTHO HEIGHT -   706.878 (meters)     2319.15  (feet) ADJUSTED
 PU2402  ______________________________________________________________________
 PU2402  GEOID HEIGHT    -        -19.695 (meters)                     GEOID18
 PU2402  DYNAMIC HEIGHT  -        706.727 (meters)     2318.65  (feet) COMP
 PU2402  MODELED GRAVITY -    980,381.0   (mgal)                       NAVD 88
 PU2402
 PU2402  VERT ORDER      -  FIRST     CLASS II
 PU2402
 PU2402.The horizontal coordinates were scaled from a map and have
 PU2402.an estimated accuracy of +/- 6 seconds.
 PU2402
 PU2402.The orthometric height was determined by differential leveling and
 PU2402.adjusted by the NATIONAL GEODETIC SURVEY
 PU2402.in July 1998.
 PU2402
 PU2402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2402.GEOID18 height accuracy estimate available here.
 PU2402
 PU2402.Click photographs - Photos may exist for this station.
 PU2402
 PU2402.The dynamic height is computed by dividing the NAVD 88
 PU2402.geopotential number by the normal gravity value computed on the
 PU2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2402.degrees latitude (g = 980.6199 gals.).
 PU2402
 PU2402.The modeled gravity was interpolated from observed gravity values.
 PU2402
 PU2402;                    North         East    Units  Estimated Accuracy
 PU2402;SPC SD N     -   115,050.      438,370.      MT  (+/- 180 meters Scaled)
 PU2402
 PU2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK335705(NAD 83)
 PU2402
 PU2402                          SUPERSEDED SURVEY CONTROL
 PU2402
 PU2402  NGVD 29 (04/17/07)  706.41   (m)         2317.6    (f) RESET       3  
 PU2402
 PU2402.Superseded values are not recommended for survey control.
 PU2402
 PU2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2402.See file dsdata.pdf to determine how the superseded data were derived.
 PU2402
 PU2402_MARKER: DV = VERTICAL CONTROL DISK
 PU2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2402_STAMPING: X 125 RESET 1987
 PU2402_MARK LOGO: NGS
 PU2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2402+STABILITY: SURFACE MOTION
 PU2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2402+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2402
 PU2402  HISTORY     - Date     Condition        Report By
 PU2402  HISTORY     - 1987     MONUMENTED       NGS
 PU2402  HISTORY     - 19960711 GOOD             NGS
 PU2402
 PU2402                          STATION DESCRIPTION
 PU2402
 PU2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2402'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2402'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2402'SOUTH, 20.1 KM (12.50 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST
 PU2402'IN FAITH), 22.9 M (75.1 FT) WEST FROM THE CENTER OF STATE HIGHWAY
 PU2402'73, 0.3 M (1.0 FT) EAST FROM A WITNESS POST, 103.6 M (339.9 FT)
 PU2402'NORTH FROM THE CENTER OF A COUNTY ROAD, IN THE TOP OF A CONCRETE
 PU2402'POST THAT PROJECTS 0.05 M (0.2 FT)
 PU2402'IN THE SE 1/4, SEC 4, T 10 N, R 17 E.
 PU2402'1.95 KM (1.2 MI) NORTH OF BENCH MARK Y 125 RESET.
 PU2402
 PU2402                          STATION RECOVERY (1996)
 PU2402
 PU2402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2402'19.3 KM (12.00 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2402'OF U.S. HIGHWAY 212 IN FAITH, 528.0 M (1732.3 FT) NORTH OF MILEPOST
 PU2402'162, 110.0 M (360.9 FT) NORTH OF THE CENTER OF COUNTY ROAD 32, 23.2 M
 PU2402'(76.1 FT) WEST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE
 PU2402'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST AND
 PU2402'FENCE CORNER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0666 ***********************************************************************
 PT0666  DESIGNATION -  X 126
 PT0666  PID         -  PT0666
 PT0666  STATE/COUNTY-  SD/HAAKON
 PT0666  COUNTRY     -  US
 PT0666  USGS QUAD   -  HARTLEY (2017)
 PT0666
 PT0666                         *CURRENT SURVEY CONTROL
 PT0666  ______________________________________________________________________
 PT0666* NAD 83(1986) POSITION- 44 24 05.     (N) 101 48 00.     (W)   SCALED
 PT0666* NAVD 88 ORTHO HEIGHT -   758.972 (meters)     2490.06  (feet) ADJUSTED
 PT0666  ______________________________________________________________________
 PT0666  GEOID HEIGHT    -        -20.565 (meters)                     GEOID18
 PT0666  DYNAMIC HEIGHT  -        758.772 (meters)     2489.40  (feet) COMP
 PT0666  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 PT0666
 PT0666  VERT ORDER      -  SECOND    CLASS 0
 PT0666
 PT0666.The horizontal coordinates were scaled from a map and have
 PT0666.an estimated accuracy of +/- 6 seconds.
 PT0666
 PT0666.The orthometric height was determined by differential leveling and
 PT0666.adjusted by the NATIONAL GEODETIC SURVEY
 PT0666.in June 1991.
 PT0666
 PT0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0666.GEOID18 height accuracy estimate available here.
 PT0666
 PT0666.Click photographs - Photos may exist for this station.
 PT0666
 PT0666.The dynamic height is computed by dividing the NAVD 88
 PT0666.geopotential number by the normal gravity value computed on the
 PT0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0666.degrees latitude (g = 980.6199 gals.).
 PT0666
 PT0666.The modeled gravity was interpolated from observed gravity values.
 PT0666
 PT0666;                    North         East    Units  Estimated Accuracy
 PT0666;SPC SD S     -   230,790.      483,170.      MT  (+/- 180 meters Scaled)
 PT0666
 PT0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ770202(NAD 83)
 PT0666
 PT0666                          SUPERSEDED SURVEY CONTROL
 PT0666
 PT0666  NGVD 29 (??/??/92)  758.521  (m)         2488.58   (f) ADJ UNCH    2 0
 PT0666
 PT0666.Superseded values are not recommended for survey control.
 PT0666
 PT0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0666.See file dsdata.pdf to determine how the superseded data were derived.
 PT0666
 PT0666_MARKER: DB = BENCH MARK DISK
 PT0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0666_STAMPING: X 126 1934
 PT0666_MARK LOGO: CGS
 PT0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0666+STABILITY: SURFACE MOTION
 PT0666
 PT0666  HISTORY     - Date     Condition        Report By
 PT0666  HISTORY     - 1934     MONUMENTED       CGS
 PT0666  HISTORY     - 1941     GOOD             CGS
 PT0666
 PT0666                          STATION DESCRIPTION
 PT0666
 PT0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0666'0.2 MI E FROM HARTLEY.
 PT0666'0.2 OF MILE EAST OF HARTLEY STORE BUILDING AT HARTLEY, 71 FEET
 PT0666'NORTH OF CENTER LINE OF STATE HWY. 73, 45.3 FEET NORTHWEST
 PT0666'OF WEST END OF A 3 FOOT CORRUGATED IRON PIPE CULVERT UNDER A
 PT0666'GRADED COUNTY ROAD CROSSING HIGHWAY, 38 FEET WEST OF CENTER LINE
 PT0666'OF THE GRADED COUNTY ROAD, 37 FEET NORTH OF A CORNER POST AND
 PT0666'6 FEET WEST OF FENCE LINE.  STANDARD TABLET SET IN TOP OF
 PT0666'CONCRETE POST 6 INCHES HIGH.
 PT0666
 PT0666                          STATION RECOVERY (1941)
 PT0666
 PT0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 PT0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0667 ***********************************************************************
 PT0667  DESIGNATION -  X 126 RESET
 PT0667  PID         -  PT0667
 PT0667  STATE/COUNTY-  SD/HAAKON
 PT0667  COUNTRY     -  US
 PT0667  USGS QUAD   -  HARTLEY (2017)
 PT0667
 PT0667                         *CURRENT SURVEY CONTROL
 PT0667  ______________________________________________________________________
 PT0667* NAD 83(1986) POSITION- 44 24 05.     (N) 101 48 00.     (W)   SCALED
 PT0667* NAVD 88 ORTHO HEIGHT -   759.227 (meters)     2490.90  (feet) ADJUSTED
 PT0667  ______________________________________________________________________
 PT0667  GEOID HEIGHT    -        -20.565 (meters)                     GEOID18
 PT0667  DYNAMIC HEIGHT  -        759.027 (meters)     2490.24  (feet) COMP
 PT0667  MODELED GRAVITY -    980,329.7   (mgal)                       NAVD 88
 PT0667
 PT0667  VERT ORDER      -  FIRST     CLASS II
 PT0667
 PT0667.The horizontal coordinates were scaled from a map and have
 PT0667.an estimated accuracy of +/- 6 seconds.
 PT0667
 PT0667.The orthometric height was determined by differential leveling and
 PT0667.adjusted by the NATIONAL GEODETIC SURVEY
 PT0667.in October 1997.
 PT0667
 PT0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0667.GEOID18 height accuracy estimate available here.
 PT0667
 PT0667.Click photographs - Photos may exist for this station.
 PT0667
 PT0667.The dynamic height is computed by dividing the NAVD 88
 PT0667.geopotential number by the normal gravity value computed on the
 PT0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0667.degrees latitude (g = 980.6199 gals.).
 PT0667
 PT0667.The modeled gravity was interpolated from observed gravity values.
 PT0667
 PT0667;                    North         East    Units  Estimated Accuracy
 PT0667;SPC SD S     -   230,790.      483,170.      MT  (+/- 180 meters Scaled)
 PT0667
 PT0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ770202(NAD 83)
 PT0667
 PT0667                          SUPERSEDED SURVEY CONTROL
 PT0667
 PT0667  NAVD 88 (06/15/91)  759.217  (m)         2490.86   (f) SUPERSEDED  1 2
 PT0667  NGVD 29 (??/??/92)  758.755  (m)         2489.35   (f) ADJ UNCH    1 2
 PT0667
 PT0667.Superseded values are not recommended for survey control.
 PT0667
 PT0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0667.See file dsdata.pdf to determine how the superseded data were derived.
 PT0667
 PT0667_MARKER: DB = BENCH MARK DISK
 PT0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0667_STAMPING: X 126 RESET 1960
 PT0667_MARK LOGO: CGS
 PT0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0667+STABILITY: SURFACE MOTION
 PT0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0667+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0667
 PT0667  HISTORY     - Date     Condition        Report By
 PT0667  HISTORY     - 1960     MONUMENTED       CGS
 PT0667  HISTORY     - 1962     GOOD             CGS
 PT0667  HISTORY     - 19950605 GOOD             NGS
 PT0667  HISTORY     - 20120612 GOOD             INDIV
 PT0667
 PT0667                          STATION DESCRIPTION
 PT0667
 PT0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0667'10 MI SW FROM MILESVILLE.
 PT0667'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0667'THE LUTHERAN HOUR AT MILESVILLE, THENCE 6.0 MILES WEST ALONG
 PT0667'STATE HIGHWAY 34 AND 73, 109 FEET NORTH OF THE CENTERLINE OF
 PT0667'THE HIGHWAY, 39 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 PT0667'ROAD, 31 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 PT0667'METAL WITNESS POST, 1 FOOT WEST OF A FENCE, ABOUT 2 FEET BELOW
 PT0667'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PT0667'PROJECTING ABOUT 2 INCHES.
 PT0667
 PT0667                          STATION RECOVERY (1995)
 PT0667
 PT0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0667'36.2 KM (22.50 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0667'OF STATE HIGHWAY 73 IN HOWES, 492.0 M (1614.2 FT) WEST OF MILEPOST
 PT0667'136, 32.6 M (107.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.0 M (36.1
 PT0667'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 9.3 M (30.5 FT) SOUTH OF A
 PT0667'T-JUNCTION UTILITY POLE WITH A GUY CABLE, 2.6 M (8.5 FT) NORTH OF A
 PT0667'FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 PT0667'(2.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A FENCE, AND
 PT0667'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 PT0667
 PT0667                          STATION RECOVERY (2012)
 PT0667
 PT0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0899 ***********************************************************************
 PU0899  DESIGNATION -  X 127
 PU0899  PID         -  PU0899
 PU0899  STATE/COUNTY-  SD/MEADE
 PU0899  COUNTRY     -  US
 PU0899  USGS QUAD   -  ENNING (2017)
 PU0899
 PU0899                         *CURRENT SURVEY CONTROL
 PU0899  ______________________________________________________________________
 PU0899* NAD 83(1996) POSITION- 44 33 38.70357(N) 102 36 42.22055(W)   ADJUSTED
 PU0899* NAVD 88 ORTHO HEIGHT -   897.963 (meters)     2946.07  (feet) ADJUSTED
 PU0899  ______________________________________________________________________
 PU0899  GEOID HEIGHT    -        -18.318 (meters)                     GEOID18
 PU0899  LAPLACE CORR    -         -6.25  (seconds)                    DEFLEC18
 PU0899  DYNAMIC HEIGHT  -        897.710 (meters)     2945.24  (feet) COMP
 PU0899  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 PU0899
 PU0899  HORZ ORDER      -  SECOND
 PU0899  VERT ORDER      -  SECOND    CLASS 0
 PU0899
 PU0899.The horizontal coordinates were established by classical geodetic methods
 PU0899.and adjusted by the National Geodetic Survey in January 1998.
 PU0899
 PU0899.The orthometric height was determined by differential leveling and
 PU0899.adjusted by the NATIONAL GEODETIC SURVEY
 PU0899.in June 1991.
 PU0899
 PU0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0899.GEOID18 height accuracy estimate available here.
 PU0899
 PU0899.Click photographs - Photos may exist for this station.
 PU0899
 PU0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0899
 PU0899.The dynamic height is computed by dividing the NAVD 88
 PU0899.geopotential number by the normal gravity value computed on the
 PU0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0899.degrees latitude (g = 980.6199 gals.).
 PU0899
 PU0899.The modeled gravity was interpolated from observed gravity values.
 PU0899
 PU0899. The following values were computed from the NAD 83(1996) position.
 PU0899
 PU0899;                    North         East     Units Scale Factor Converg.
 PU0899;SPC SD N     -    84,178.932   392,547.294   MT  0.99997552   -1 50 54.3
 PU0899;SPC SD N     -   276,177.05  1,287,882.25   sFT  0.99997552   -1 50 54.3
 PU0899;UTM  13      - 4,936,931.744   689,665.919   MT  1.00004240   +1 40 34.6
 PU0899
 PU0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0899!SPC SD N     -   0.99986210  x   0.99997552  =   0.99983762
 PU0899!UTM  13      -   0.99986210  x   1.00004240  =   0.99990449
 PU0899
 PU0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8966536931(NAD 83)
 PU0899
 PU0899                          SUPERSEDED SURVEY CONTROL
 PU0899
 PU0899  NAD 83(1993)-  44 33 38.69562(N)    102 36 42.22077(W) AD(       ) 2
 PU0899  NAD 83(1986)-  44 33 38.69518(N)    102 36 42.22038(W) AD(       ) 2
 PU0899  NAD 27      -  44 33 38.74270(N)    102 36 40.60840(W) AD(       ) 2
 PU0899  NGVD 29 (??/??/92)  897.476  (m)         2944.47   (f) ADJ UNCH    2 0
 PU0899  NGVD 29             897.58   (m)         2944.8    (f) LEVELING    3  
 PU0899
 PU0899.Superseded values are not recommended for survey control.
 PU0899
 PU0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0899.See file dsdata.pdf to determine how the superseded data were derived.
 PU0899
 PU0899_MARKER: DB = BENCH MARK DISK
 PU0899_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0899_STAMPING: X 127 1934
 PU0899_MARK LOGO: CGS
 PU0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0899
 PU0899  HISTORY     - Date     Condition        Report By
 PU0899  HISTORY     - 1934     MONUMENTED       CGS
 PU0899  HISTORY     - 1962     GOOD             CGS
 PU0899  HISTORY     - 1962     GOOD             CGS
 PU0899  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0899
 PU0899                          STATION DESCRIPTION
 PU0899
 PU0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0899'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 PU0899'STAMPED X 127 1934 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 PU0899'POST AND PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 34 FEET
 PU0899'SOUTH OF STATE HIGHWAY 34 CENTERLINE, 7 FEET NORTHWEST OF T-FENCE
 PU0899'CORNER AND 3 FEET NORTH OF A WIRE FENCE.
 PU0899
 PU0899                          STATION RECOVERY (1962)
 PU0899
 PU0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0899'3 MI W FROM ENNING.
 PU0899'3.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0899'33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST
 PU0899'OF THE JUNCTION OF A FENCE LINE SOUTH, 40.0 FEET WEST OF TRIANGULATION
 PU0899'STATION UNION, 6 FEET NORTHWEST OF THE WEST END OF A GATE, 3.0
 PU0899'FEET NORTH OF A FENCE, 2 1/2 FEET LOWER THAN THE HIGHWAY AND IN THE
 PU0899'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 PU0899
 PU0899                          STATION RECOVERY (1995)
 PU0899
 PU0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0899'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK X 127
 PU0899'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0899'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0900 ***********************************************************************
 PU0900  DESIGNATION -  X 127 RESET
 PU0900  PID         -  PU0900
 PU0900  STATE/COUNTY-  SD/MEADE
 PU0900  COUNTRY     -  US
 PU0900  USGS QUAD   -  ENNING (2017)
 PU0900
 PU0900                         *CURRENT SURVEY CONTROL
 PU0900  ______________________________________________________________________
 PU0900* NAD 83(1996) POSITION- 44 33 38.06057(N) 102 36 42.64678(W)   NO CHECK
 PU0900* NAVD 88 ORTHO HEIGHT -   896.588 (meters)     2941.56  (feet) ADJUSTED
 PU0900  ______________________________________________________________________
 PU0900  GEOID HEIGHT    -        -18.318 (meters)                     GEOID18
 PU0900  LAPLACE CORR    -         -6.25  (seconds)                    DEFLEC18
 PU0900  DYNAMIC HEIGHT  -        896.335 (meters)     2940.73  (feet) COMP
 PU0900  MODELED GRAVITY -    980,304.8   (mgal)                       NAVD 88
 PU0900
 PU0900  HORZ ORDER      -  THIRD
 PU0900  VERT ORDER      -  FIRST     CLASS II
 PU0900
 PU0900.The horizontal coordinates were established by classical geodetic methods
 PU0900.and adjusted by the National Geodetic Survey in January 1998.
 PU0900
 PU0900.No horizontal observational check was made to the station.
 PU0900
 PU0900.The orthometric height was determined by differential leveling and
 PU0900.adjusted by the NATIONAL GEODETIC SURVEY
 PU0900.in October 1997.
 PU0900
 PU0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0900.GEOID18 height accuracy estimate available here.
 PU0900
 PU0900.Click photographs - Photos may exist for this station.
 PU0900
 PU0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU0900
 PU0900.The dynamic height is computed by dividing the NAVD 88
 PU0900.geopotential number by the normal gravity value computed on the
 PU0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0900.degrees latitude (g = 980.6199 gals.).
 PU0900
 PU0900.The modeled gravity was interpolated from observed gravity values.
 PU0900
 PU0900. The following values were computed from the NAD 83(1996) position.
 PU0900
 PU0900;                    North         East     Units Scale Factor Converg.
 PU0900;SPC SD N     -    84,159.398   392,537.253   MT  0.99997554   -1 50 54.6
 PU0900;SPC SD N     -   276,112.96  1,287,849.30   sFT  0.99997554   -1 50 54.6
 PU0900;UTM  13      - 4,936,911.628   689,657.097   MT  1.00004236   +1 40 34.2
 PU0900
 PU0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU0900!SPC SD N     -   0.99986231  x   0.99997554  =   0.99983785
 PU0900!UTM  13      -   0.99986231  x   1.00004236  =   0.99990466
 PU0900
 PU0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8965736911(NAD 83)
 PU0900
 PU0900                          SUPERSEDED SURVEY CONTROL
 PU0900
 PU0900  NAD 83(1993)-  44 33 38.05262(N)    102 36 42.64699(W) AD(       ) 3
 PU0900  NAD 83(1986)-  44 33 38.05223(N)    102 36 42.64653(W) AD(       ) 3
 PU0900  NAD 27      -  44 33 38.09991(N)    102 36 41.03459(W) AD(       ) 3
 PU0900  NGVD 29 (??/??/??)  896.07   (m)         2939.9    (f) RESET       3  
 PU0900  NGVD 29             896.07   (m)         2939.9    (f) LEVELING    3  
 PU0900
 PU0900.Superseded values are not recommended for survey control.
 PU0900
 PU0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0900.See file dsdata.pdf to determine how the superseded data were derived.
 PU0900
 PU0900_MARKER: DB = BENCH MARK DISK
 PU0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0900_STAMPING: X 127 RESET 1972
 PU0900_MARK LOGO: CGS
 PU0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0900+STABILITY: SURFACE MOTION
 PU0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0900+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0900
 PU0900  HISTORY     - Date     Condition        Report By
 PU0900  HISTORY     - 1972     MONUMENTED       NGS
 PU0900  HISTORY     - 1972     GOOD             NGS
 PU0900  HISTORY     - 19950605 GOOD             NGS
 PU0900
 PU0900                          STATION DESCRIPTION
 PU0900
 PU0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0900'3 MI W FROM ENNING.
 PU0900'3.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT ENNING,
 PU0900'97 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 37 FEET WEST OF A T
 PU0900'FENCE CORNER, 4 FEET NORTH OF THE SOUTH R.O.W. FENCE, 1.3 FEET
 PU0900'EAST OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 PU0900'MONUMENT WHICH PROJECTS 6-INCHES.  NOTE-- BENCH MARK X 127 1934
 PU0900'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, THE DISK WAS REMOVED
 PU0900'FROM THE MARK AT THIS TIME.
 PU0900
 PU0900                          STATION RECOVERY (1972)
 PU0900
 PU0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PU0900'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED
 PU0900'X 127 RESET 1972, SET IN A ROUND CONCRETE MONUMENT WHICH
 PU0900'PROJECTS 6-INCHES.  IT IS 97 FEET SOUTH OF THE CENTER OF THE
 PU0900'HIGHWAY, 37 FEET WEST OF THE T FENCE CORNER, 1.3 FEET EAST
 PU0900'OF A METAL WITNESS POST, AND AT STATE HIGHWAY STATION 339+92.
 PU0900
 PU0900                          STATION RECOVERY (1995)
 PU0900
 PU0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0900'4.6 KM (2.85 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0900'IN UNION CENTER, 499.0 M (1637.1 FT) WEST OF MILEPOST 84, 29.5 M (96.8
 PU0900'FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT) WEST OF
 PU0900'TRIANGULATION STATION UNION 2, 11.2 M (36.7 FT) WEST OF A T-FENCE
 PU0900'CORNER, 1.4 M (4.6 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) BELOW THE
 PU0900'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 PU0900'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1479 ***********************************************************************
 PU1479  DESIGNATION -  X 128
 PU1479  PID         -  PU1479
 PU1479  STATE/COUNTY-  SD/MEADE
 PU1479  COUNTRY     -  US
 PU1479  USGS QUAD   -  FORT MEADE (2017)
 PU1479
 PU1479                         *CURRENT SURVEY CONTROL
 PU1479  ______________________________________________________________________
 PU1479* NAD 83(1986) POSITION- 44 26 59.     (N) 103 22 44.     (W)   SCALED
 PU1479* NAVD 88 ORTHO HEIGHT -   934.360 (meters)     3065.48  (feet) ADJUSTED
 PU1479  ______________________________________________________________________
 PU1479  GEOID HEIGHT    -        -16.019 (meters)                     GEOID18
 PU1479  DYNAMIC HEIGHT  -        934.078 (meters)     3064.55  (feet) COMP
 PU1479  MODELED GRAVITY -    980,284.4   (mgal)                       NAVD 88
 PU1479
 PU1479  VERT ORDER      -  SECOND    CLASS 0
 PU1479
 PU1479.The horizontal coordinates were scaled from a map and have
 PU1479.an estimated accuracy of +/- 6 seconds.
 PU1479
 PU1479.The orthometric height was determined by differential leveling and
 PU1479.adjusted by the NATIONAL GEODETIC SURVEY
 PU1479.in June 1991.
 PU1479
 PU1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1479.GEOID18 height accuracy estimate available here.
 PU1479
 PU1479.Click photographs - Photos may exist for this station.
 PU1479
 PU1479.The dynamic height is computed by dividing the NAVD 88
 PU1479.geopotential number by the normal gravity value computed on the
 PU1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1479.degrees latitude (g = 980.6199 gals.).
 PU1479
 PU1479.The modeled gravity was interpolated from observed gravity values.
 PU1479
 PU1479;                    North         East    Units  Estimated Accuracy
 PU1479;SPC SD N     -    74,110.      331,130.      MT  (+/- 180 meters Scaled)
 PU1479
 PU1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK289231(NAD 83)
 PU1479
 PU1479                          SUPERSEDED SURVEY CONTROL
 PU1479
 PU1479  NGVD 29 (??/??/92)  933.85   (m)         3063.8    (f) COMPUTED    2 0
 PU1479
 PU1479.Superseded values are not recommended for survey control.
 PU1479
 PU1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1479.See file dsdata.pdf to determine how the superseded data were derived.
 PU1479
 PU1479_MARKER: DB = BENCH MARK DISK
 PU1479_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1479_STAMPING: X 128 1934
 PU1479_MARK LOGO: CGS
 PU1479_PROJECTION: PROJECTING 10 CENTIMETERS
 PU1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1479
 PU1479  HISTORY     - Date     Condition        Report By
 PU1479  HISTORY     - 1934     MONUMENTED       CGS
 PU1479  HISTORY     - 1961     GOOD             CGS
 PU1479  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1479
 PU1479                          STATION DESCRIPTION
 PU1479
 PU1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PU1479'8.2 MI E FROM STURGIS.
 PU1479'ONE BLOCK NORTH FROM THE POST OFFICE IN STURGIS, THENCE EAST
 PU1479'ALONG STATE HIGHWAYS 79 AND 34 FOR 3.7 MILES, THENCE EAST AND
 PU1479'NORTHEAST ALONG STATE HIGHWAY 34 AND 3.5 MILES, THENCE NORTH
 PU1479'ALONG A GRAVELED ROAD FOR 0.2 MILE, 34 FEET EAST OF THE CENTER
 PU1479'OF THE GRAVELED ROAD, 6 FEET SOUTH OF A GATE POST, 1 FOOT
 PU1479'WEST OF A FENCE, AND SET IN A SQUARE CONCRETE POST THAT PROJECTS
 PU1479'4 INCHES.
 PU1479
 PU1479                          STATION RECOVERY (1963)
 PU1479
 PU1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0081 ***********************************************************************
 OT0081  DESIGNATION -  X 130
 OT0081  PID         -  OT0081
 OT0081  STATE/COUNTY-  SD/PENNINGTON
 OT0081  COUNTRY     -  US
 OT0081  USGS QUAD   -  WALL SE (2017)
 OT0081
 OT0081                         *CURRENT SURVEY CONTROL
 OT0081  ______________________________________________________________________
 OT0081* NAD 83(1986) POSITION- 43 45 59.     (N) 102 02 30.     (W)   SCALED
 OT0081* NAVD 88 ORTHO HEIGHT -   748.623 (meters)     2456.11  (feet) ADJUSTED
 OT0081  ______________________________________________________________________
 OT0081  GEOID HEIGHT    -        -19.713 (meters)                     GEOID18
 OT0081  DYNAMIC HEIGHT  -        748.386 (meters)     2455.33  (feet) COMP
 OT0081  MODELED GRAVITY -    980,276.8   (mgal)                       NAVD 88
 OT0081
 OT0081  VERT ORDER      -  SECOND    CLASS 0
 OT0081
 OT0081.The horizontal coordinates were scaled from a map and have
 OT0081.an estimated accuracy of +/- 6 seconds.
 OT0081
 OT0081.The orthometric height was determined by differential leveling and
 OT0081.adjusted by the NATIONAL GEODETIC SURVEY
 OT0081.in June 1991.
 OT0081
 OT0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0081.GEOID18 height accuracy estimate available here.
 OT0081
 OT0081.Click photographs - Photos may exist for this station.
 OT0081
 OT0081.The dynamic height is computed by dividing the NAVD 88
 OT0081.geopotential number by the normal gravity value computed on the
 OT0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0081.degrees latitude (g = 980.6199 gals.).
 OT0081
 OT0081.The modeled gravity was interpolated from observed gravity values.
 OT0081
 OT0081;                    North         East    Units  Estimated Accuracy
 OT0081;SPC SD S     -   160,620.      462,470.      MT  (+/- 180 meters Scaled)
 OT0081
 OT0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ381501(NAD 83)
 OT0081
 OT0081                          SUPERSEDED SURVEY CONTROL
 OT0081
 OT0081  NGVD 29 (??/??/92)  748.16   (m)         2454.6    (f) COMPUTED    2 0
 OT0081
 OT0081.Superseded values are not recommended for survey control.
 OT0081
 OT0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0081.See file dsdata.pdf to determine how the superseded data were derived.
 OT0081
 OT0081_MARKER: DB = BENCH MARK DISK
 OT0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0081_STAMPING: X 130 1934
 OT0081_MARK LOGO: CGS
 OT0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0081+STABILITY: SURFACE MOTION
 OT0081
 OT0081  HISTORY     - Date     Condition        Report By
 OT0081  HISTORY     - 1934     MONUMENTED       CGS
 OT0081  HISTORY     - 1962     MARK NOT FOUND   CGS
 OT0081
 OT0081                          STATION DESCRIPTION
 OT0081
 OT0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0081'6.5 MI NW FROM INTERIOR.
 OT0081'IN PENNINGTON COUNTY, 6.5 MILES NORTHWEST ALONG THE ROAD LEADING
 OT0081'TO WALL FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OT0081'STATION AT INTERIOR, JACKSON COUNTY, 2.5 MILES NORTH OF THE
 OT0081'CROSSING OF THE C.M.ST. P. AND P. R., IN AN OPEN FLAT BETWEEN
 OT0081'THE PINNACLES, AND 56 FEET EAST OF THE CENTERLINE OF THE ROAD.
 OT0081'A STANDARD DISK, STAMPED X 130 1934 AND SET IN THE TOP OF A
 OT0081'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OT0081
 OT0081                          STATION RECOVERY (1962)
 OT0081
 OT0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 OT0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1508 ***********************************************************************
 PU1508  DESIGNATION -  X 131
 PU1508  PID         -  PU1508
 PU1508  STATE/COUNTY-  SD/PENNINGTON
 PU1508  COUNTRY     -  US
 PU1508  USGS QUAD   -  BOX ELDER (2017)
 PU1508
 PU1508                         *CURRENT SURVEY CONTROL
 PU1508  ______________________________________________________________________
 PU1508* NAD 83(1986) POSITION- 44 06 48.     (N) 103 04 31.     (W)   SCALED
 PU1508* NAVD 88 ORTHO HEIGHT -   926.237 (meters)     3038.83  (feet) ADJUSTED
 PU1508  ______________________________________________________________________
 PU1508  GEOID HEIGHT    -        -16.653 (meters)                     GEOID18
 PU1508  DYNAMIC HEIGHT  -        925.934 (meters)     3037.84  (feet) COMP
 PU1508  MODELED GRAVITY -    980,260.5   (mgal)                       NAVD 88
 PU1508
 PU1508  VERT ORDER      -  FIRST     CLASS II
 PU1508
 PU1508.The horizontal coordinates were scaled from a map and have
 PU1508.an estimated accuracy of +/- 6 seconds.
 PU1508
 PU1508.The orthometric height was determined by differential leveling and
 PU1508.adjusted by the NATIONAL GEODETIC SURVEY
 PU1508.in June 1991.
 PU1508
 PU1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1508.GEOID18 height accuracy estimate available here.
 PU1508
 PU1508.Click photographs - Photos may exist for this station.
 PU1508
 PU1508.The dynamic height is computed by dividing the NAVD 88
 PU1508.geopotential number by the normal gravity value computed on the
 PU1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1508.degrees latitude (g = 980.6199 gals.).
 PU1508
 PU1508.The modeled gravity was interpolated from observed gravity values.
 PU1508
 PU1508;                    North         East    Units  Estimated Accuracy
 PU1508;SPC SD S     -   201,370.      380,550.      MT  (+/- 180 meters Scaled)
 PU1508
 PU1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ540862(NAD 83)
 PU1508
 PU1508                          SUPERSEDED SURVEY CONTROL
 PU1508
 PU1508  NGVD 29 (??/??/92)  925.769  (m)         3037.29   (f) ADJ UNCH    1 2
 PU1508
 PU1508.Superseded values are not recommended for survey control.
 PU1508
 PU1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1508.See file dsdata.pdf to determine how the superseded data were derived.
 PU1508
 PU1508_MARKER: DB = BENCH MARK DISK
 PU1508_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1508_STAMPING: X 131 1934
 PU1508_MARK LOGO: CGS
 PU1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1508+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 PU1508
 PU1508  HISTORY     - Date     Condition        Report By
 PU1508  HISTORY     - 1934     MONUMENTED       CGS
 PU1508  HISTORY     - 1962     GOOD             CGS
 PU1508  HISTORY     - 20120719 GOOD             INDIV
 PU1508
 PU1508                          STATION DESCRIPTION
 PU1508
 PU1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1508'0.3 MI W FROM BOX ELDER.
 PU1508'ABOUT 0.3 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1508'FROM THE POST OFFICE AND STORE AT BOX ELDER, IN SECTION 19,
 PU1508'T 2 N, R 9 E, 0.1 MILE WEST OF A SPUR RAILROAD TRACK LEADING
 PU1508'TO ELLSWORTH AIR FORCE BASE, 107 FEET NORTHWEST OF AND ACROSS
 PU1508'THE TRACK FROM THE 3RD TELEPHONE POLE WEST OF MILE POST 641,
 PU1508'44 1/2 FEET NORTH OF THE NORTH RAIL, 42 1/2 FEET SOUTH OF THE
 PU1508'CENTER LINE OF THE SOUTH LANE OF U.S. HIGHWAY 16, 1.2 FEET SOUTH
 PU1508'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAILS,
 PU1508'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 PU1508'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PU1508
 PU1508                          STATION RECOVERY (2012)
 PU1508
 PU1508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0395 ***********************************************************************
 OT0395  DESIGNATION -  X 133
 OT0395  PID         -  OT0395
 OT0395  STATE/COUNTY-  SD/FALL RIVER
 OT0395  COUNTRY     -  US
 OT0395  USGS QUAD   -  HOT SPRINGS SE (2017)
 OT0395
 OT0395                         *CURRENT SURVEY CONTROL
 OT0395  ______________________________________________________________________
 OT0395* NAD 83(1986) POSITION- 43 21 42.     (N) 103 15 12.     (W)   SCALED
 OT0395* NAVD 88 ORTHO HEIGHT -   948.880 (meters)     3113.12  (feet) ADJUSTED
 OT0395  ______________________________________________________________________
 OT0395  GEOID HEIGHT    -        -16.650 (meters)                     GEOID18
 OT0395  DYNAMIC HEIGHT  -        948.488 (meters)     3111.83  (feet) COMP
 OT0395  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 OT0395
 OT0395  VERT ORDER      -  SECOND    CLASS 0
 OT0395
 OT0395.The horizontal coordinates were scaled from a map and have
 OT0395.an estimated accuracy of +/- 6 seconds.
 OT0395
 OT0395.The orthometric height was determined by differential leveling and
 OT0395.adjusted by the NATIONAL GEODETIC SURVEY
 OT0395.in June 1991.
 OT0395
 OT0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0395.GEOID18 height accuracy estimate available here.
 OT0395
 OT0395.Click photographs - Photos may exist for this station.
 OT0395
 OT0395.The dynamic height is computed by dividing the NAVD 88
 OT0395.geopotential number by the normal gravity value computed on the
 OT0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0395.degrees latitude (g = 980.6199 gals.).
 OT0395
 OT0395.The modeled gravity was interpolated from observed gravity values.
 OT0395
 OT0395;                    North         East    Units  Estimated Accuracy
 OT0395;SPC SD S     -   118,400.      363,370.      MT  (+/- 180 meters Scaled)
 OT0395
 OT0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ415024(NAD 83)
 OT0395
 OT0395                          SUPERSEDED SURVEY CONTROL
 OT0395
 OT0395  NGVD 29 (??/??/92)  948.404  (m)         3111.56   (f) ADJ UNCH    2 0
 OT0395
 OT0395.Superseded values are not recommended for survey control.
 OT0395
 OT0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0395.See file dsdata.pdf to determine how the superseded data were derived.
 OT0395
 OT0395_MARKER: DB = BENCH MARK DISK
 OT0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0395_STAMPING: X 133 1934
 OT0395_MARK LOGO: CGS
 OT0395_PROJECTION: PROJECTING 3 CENTIMETERS
 OT0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0395+STABILITY: SURFACE MOTION
 OT0395
 OT0395  HISTORY     - Date     Condition        Report By
 OT0395  HISTORY     - 1934     MONUMENTED       CGS
 OT0395  HISTORY     - 1950     MARK NOT FOUND   USGS
 OT0395
 OT0395                          STATION DESCRIPTION
 OT0395
 OT0395'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OT0395'3.2 MI S FROM ORAL.
 OT0395'3.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0395'FROM THE STATION AT ORAL, FALL RIVER COUNTY, AT A ROAD CROSSING,
 OT0395'105 FEET NORTH OF THE CENTERLINE OF THE ROAD, 68 FEET NORTHWEST
 OT0395'OF A CATTLE GUARD, AND 61 FEET WEST OF THE WEST RAIL.  A STANDARD
 OT0395'DISK, STAMPED X 133 1934 AND SET IN THE TOP OF A CONCRETE POST
 OT0395'PROJECTING 1 INCH ABOVE GROUND.  NOTE-- UNABLE TO LOCATE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0234 ***********************************************************************
 OT0234  DESIGNATION -  X 134
 OT0234  PID         -  OT0234
 OT0234  STATE/COUNTY-  SD/SHANNON
 OT0234  COUNTRY     -  US
 OT0234  USGS QUAD   -  PINE RIDGE (2017)
 OT0234
 OT0234                         *CURRENT SURVEY CONTROL
 OT0234  ______________________________________________________________________
 OT0234* NAD 83(1986) POSITION- 43 01 53.     (N) 102 33 28.     (W)   SCALED
 OT0234* NAVD 88 ORTHO HEIGHT -   985.653 (meters)     3233.76  (feet) ADJUSTED
 OT0234  ______________________________________________________________________
 OT0234  GEOID HEIGHT    -        -18.121 (meters)                     GEOID18
 OT0234  DYNAMIC HEIGHT  -        985.215 (meters)     3232.33  (feet) COMP
 OT0234  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 OT0234
 OT0234  VERT ORDER      -  SECOND    CLASS 0
 OT0234
 OT0234.The horizontal coordinates were scaled from a map and have
 OT0234.an estimated accuracy of +/- 6 seconds.
 OT0234
 OT0234.The orthometric height was determined by differential leveling and
 OT0234.adjusted by the NATIONAL GEODETIC SURVEY
 OT0234.in June 1991.
 OT0234
 OT0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0234.GEOID18 height accuracy estimate available here.
 OT0234
 OT0234.Click photographs - Photos may exist for this station.
 OT0234
 OT0234.The dynamic height is computed by dividing the NAVD 88
 OT0234.geopotential number by the normal gravity value computed on the
 OT0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0234.degrees latitude (g = 980.6199 gals.).
 OT0234
 OT0234.The modeled gravity was interpolated from observed gravity values.
 OT0234
 OT0234;                    North         East    Units  Estimated Accuracy
 OT0234;SPC SD S     -    79,980.      418,740.      MT  (+/- 180 meters Scaled)
 OT0234
 OT0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH989671(NAD 83)
 OT0234
 OT0234                          SUPERSEDED SURVEY CONTROL
 OT0234
 OT0234  NGVD 29 (??/??/92)  985.155  (m)         3232.13   (f) ADJ UNCH    2 0
 OT0234
 OT0234.Superseded values are not recommended for survey control.
 OT0234
 OT0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0234.See file dsdata.pdf to determine how the superseded data were derived.
 OT0234
 OT0234_MARKER: DB = BENCH MARK DISK
 OT0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0234_STAMPING: X 134 1934
 OT0234_MARK LOGO: CGS
 OT0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0234+STABILITY: SURFACE MOTION
 OT0234
 OT0234  HISTORY     - Date     Condition        Report By
 OT0234  HISTORY     - 1934     MONUMENTED       CGS
 OT0234  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0234
 OT0234                          STATION DESCRIPTION
 OT0234
 OT0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0234'0.4 MI N FROM PINE RIDGE.
 OT0234'0.4 MILE NORTH ALONG U.S. HIGHWAY 18 FROM THE INDIAN AGENCY
 OT0234'OFFICE BUILDING AT PINE RIDGE, SHANNON COUNTY, 83 FEET NORTH
 OT0234'OF THE CENTERLINE OF THE GATEWAY LEADING TO THE PINE RIDGE
 OT0234'HOSPITAL, 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 OT0234'2.8 FEET EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED X 134
 OT0234'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 OT0234'ABOVE GROUND.  NOTE-- HIGHWAY WIDENED.
 OT0234
 OT0234                          STATION RECOVERY (1966)
 OT0234
 OT0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0427 ***********************************************************************
 OT0427  DESIGNATION -  X 135
 OT0427  PID         -  OT0427
 OT0427  STATE/COUNTY-  SD/FALL RIVER
 OT0427  COUNTRY     -  US
 OT0427  USGS QUAD   -  OELRICHS (2017)
 OT0427
 OT0427                         *CURRENT SURVEY CONTROL
 OT0427  ______________________________________________________________________
 OT0427* NAD 83(1986) POSITION- 43 11 05.     (N) 103 13 49.     (W)   SCALED
 OT0427* NAVD 88 ORTHO HEIGHT -  1020.775 (meters)     3348.99  (feet) ADJUSTED
 OT0427  ______________________________________________________________________
 OT0427  GEOID HEIGHT    -        -16.964 (meters)                     GEOID18
 OT0427  DYNAMIC HEIGHT  -       1020.326 (meters)     3347.52  (feet) COMP
 OT0427  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 OT0427
 OT0427  VERT ORDER      -  SECOND    CLASS 0
 OT0427
 OT0427.The horizontal coordinates were scaled from a map and have
 OT0427.an estimated accuracy of +/- 6 seconds.
 OT0427
 OT0427.The orthometric height was determined by differential leveling and
 OT0427.adjusted by the NATIONAL GEODETIC SURVEY
 OT0427.in June 1991.
 OT0427
 OT0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0427.GEOID18 height accuracy estimate available here.
 OT0427
 OT0427.Click photographs - Photos may exist for this station.
 OT0427
 OT0427.The dynamic height is computed by dividing the NAVD 88
 OT0427.geopotential number by the normal gravity value computed on the
 OT0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0427.degrees latitude (g = 980.6199 gals.).
 OT0427
 OT0427.The modeled gravity was interpolated from observed gravity values.
 OT0427
 OT0427;                    North         East    Units  Estimated Accuracy
 OT0427;SPC SD S     -    98,690.      364,550.      MT  (+/- 180 meters Scaled)
 OT0427
 OT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH438828(NAD 83)
 OT0427
 OT0427                          SUPERSEDED SURVEY CONTROL
 OT0427
 OT0427  NGVD 29 (??/??/92) 1020.245  (m)         3347.25   (f) ADJ UNCH    2 0
 OT0427
 OT0427.Superseded values are not recommended for survey control.
 OT0427
 OT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0427.See file dsdata.pdf to determine how the superseded data were derived.
 OT0427
 OT0427_MARKER: DB = BENCH MARK DISK
 OT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0427_STAMPING: X 135 1934
 OT0427_MARK LOGO: CGS
 OT0427_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0427+STABILITY: SURFACE MOTION
 OT0427
 OT0427  HISTORY     - Date     Condition        Report By
 OT0427  HISTORY     - 1934     MONUMENTED       CGS
 OT0427  HISTORY     - 1934     GOOD             CGS
 OT0427  HISTORY     - 19930919 MARK NOT FOUND   NGS
 OT0427
 OT0427                          STATION DESCRIPTION
 OT0427
 OT0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0427'AT OELRICHS.
 OT0427'AT OELRICHS, FALL RIVER COUNTY, 140 YARDS NORTH OF THE NORTH
 OT0427'END OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, AT A STREET
 OT0427'CROSSING, 91 FEET NORTH OF THE CENTERLINE OF THE STREET, 49.9
 OT0427'FEET EAST OF THE EAST RAIL OF A SIDETRACK, 35.7 FEET EAST OF
 OT0427'THE EAST RAIL OF THE MAIN TRACK, 17 FEET WEST OF A RIGHT-OF-WAY
 OT0427'FENCE CORNER, AND 2.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 OT0427'LEADING UP TO THE TRACK.  A STANDARD DISK, STAMPED X 135 1934
 OT0427'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OT0427'GROUND.
 OT0427
 OT0427                          STATION RECOVERY (1993)
 OT0427
 OT0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0056 ***********************************************************************
 OS0056  DESIGNATION -  X 137
 OS0056  PID         -  OS0056
 OS0056  STATE/COUNTY-  SD/TRIPP
 OS0056  COUNTRY     -  US
 OS0056  USGS QUAD   -  WITTEN (2017)
 OS0056
 OS0056                         *CURRENT SURVEY CONTROL
 OS0056  ______________________________________________________________________
 OS0056* NAD 83(1986) POSITION- 43 26 57.     (N) 100 05 53.     (W)   SCALED
 OS0056* NAVD 88 ORTHO HEIGHT -   613.901 (meters)     2014.11  (feet) ADJUSTED
 OS0056  ______________________________________________________________________
 OS0056  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 OS0056  DYNAMIC HEIGHT  -        613.683 (meters)     2013.39  (feet) COMP
 OS0056  MODELED GRAVITY -    980,245.6   (mgal)                       NAVD 88
 OS0056
 OS0056  VERT ORDER      -  SECOND    CLASS 0
 OS0056
 OS0056.The horizontal coordinates were scaled from a map and have
 OS0056.an estimated accuracy of +/- 6 seconds.
 OS0056
 OS0056.The orthometric height was determined by differential leveling and
 OS0056.adjusted by the NATIONAL GEODETIC SURVEY
 OS0056.in June 1991.
 OS0056
 OS0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0056.GEOID18 height accuracy estimate available here.
 OS0056
 OS0056.Click photographs - Photos may exist for this station.
 OS0056
 OS0056.The dynamic height is computed by dividing the NAVD 88
 OS0056.geopotential number by the normal gravity value computed on the
 OS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0056.degrees latitude (g = 980.6199 gals.).
 OS0056
 OS0056.The modeled gravity was interpolated from observed gravity values.
 OS0056
 OS0056;                    North         East    Units  Estimated Accuracy
 OS0056;SPC SD S     -   123,990.      619,040.      MT  (+/- 180 meters Scaled)
 OS0056
 OS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP111112(NAD 83)
 OS0056
 OS0056                          SUPERSEDED SURVEY CONTROL
 OS0056
 OS0056  NGVD 29 (??/??/92)  613.533  (m)         2012.90   (f) ADJ UNCH    2 0
 OS0056
 OS0056.Superseded values are not recommended for survey control.
 OS0056
 OS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0056.See file dsdata.pdf to determine how the superseded data were derived.
 OS0056
 OS0056_MARKER: DB = BENCH MARK DISK
 OS0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0056_STAMPING: X 137 1934
 OS0056_MARK LOGO: CGS
 OS0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0056+STABILITY: SURFACE MOTION
 OS0056
 OS0056  HISTORY     - Date     Condition        Report By
 OS0056  HISTORY     - 1934     MONUMENTED       CGS
 OS0056  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0056
 OS0056                          STATION DESCRIPTION
 OS0056
 OS0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0056'1 MI NW FROM WITTEN.
 OS0056'LOCATED 1.0 MILES NORTHWEST OF STATION ALONG CHICAGO AND NORTH
 OS0056'WESTERN RWY, AT WITTEN, 250 YARDS NORTHWEST OF M.P. 188, 41 YARDS
 OS0056'SOUTHEAST OF A SIGN STA. ONE MILE, 75.5 FEET SOUTH EAST OF CENTER
 OS0056'OF GATEWAY OF A FIELD ROAD CROSSING THE TRACKS, 39.2 FEET
 OS0056'SOUTHWEST OF SOUTHWEST RAIL OF TRACK, 7.5 FEET NORTHEAST OF R/W
 OS0056'FENCE, 5.5 FEET SOUTHEAST OF A TELEGRAPH POLE AND IN LINE WITH
 OS0056'POLES.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 OS0056'HIGH, STAMPED X 137 1934.
 OS0056
 OS0056                          STATION RECOVERY (1977)
 OS0056
 OS0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0521 ***********************************************************************
 OR0521  DESIGNATION -  X 138
 OR0521  PID         -  OR0521
 OR0521  STATE/COUNTY-  SD/GREGORY
 OR0521  COUNTRY     -  US
 OR0521  USGS QUAD   -  GREGORY (2017)
 OR0521
 OR0521                         *CURRENT SURVEY CONTROL
 OR0521  ______________________________________________________________________
 OR0521* NAD 83(1986) POSITION- 43 13 43.     (N) 099 26 11.     (W)   SCALED
 OR0521* NAVD 88 ORTHO HEIGHT -   660.520 (meters)     2167.06  (feet) ADJUSTED
 OR0521  ______________________________________________________________________
 OR0521  GEOID HEIGHT    -        -25.652 (meters)                     GEOID18
 OR0521  DYNAMIC HEIGHT  -        660.268 (meters)     2166.23  (feet) COMP
 OR0521  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 OR0521
 OR0521  VERT ORDER      -  FIRST     CLASS II
 OR0521
 OR0521.The horizontal coordinates were scaled from a map and have
 OR0521.an estimated accuracy of +/- 6 seconds.
 OR0521
 OR0521.The orthometric height was determined by differential leveling and
 OR0521.adjusted by the NATIONAL GEODETIC SURVEY
 OR0521.in June 1994.
 OR0521
 OR0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0521.GEOID18 height accuracy estimate available here.
 OR0521
 OR0521.Click photographs - Photos may exist for this station.
 OR0521
 OR0521.The dynamic height is computed by dividing the NAVD 88
 OR0521.geopotential number by the normal gravity value computed on the
 OR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0521.degrees latitude (g = 980.6199 gals.).
 OR0521
 OR0521.The modeled gravity was interpolated from observed gravity values.
 OR0521
 OR0521;                    North         East    Units  Estimated Accuracy
 OR0521;SPC SD S     -    99,850.      672,860.      MT  (+/- 180 meters Scaled)
 OR0521
 OR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN645862(NAD 83)
 OR0521
 OR0521                          SUPERSEDED SURVEY CONTROL
 OR0521
 OR0521  NAVD 88 (06/15/91)  660.488  (m)         2166.95   (f) SUPERSEDED  1 2
 OR0521  NGVD 29 (??/??/92)  660.146  (m)         2165.83   (f) ADJ UNCH    1 2
 OR0521
 OR0521.Superseded values are not recommended for survey control.
 OR0521
 OR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0521.See file dsdata.pdf to determine how the superseded data were derived.
 OR0521
 OR0521_MARKER: DB = BENCH MARK DISK
 OR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0521_STAMPING: X 138 1934
 OR0521_MARK LOGO: CGS
 OR0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0521+STABILITY: SURFACE MOTION
 OR0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0521+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2012
 OR0521
 OR0521  HISTORY     - Date     Condition        Report By
 OR0521  HISTORY     - 1934     MONUMENTED       CGS
 OR0521  HISTORY     - 1940     GOOD             CGS
 OR0521  HISTORY     - 19930919 GOOD             NGS
 OR0521  HISTORY     - 20120114 GOOD             INDIV
 OR0521
 OR0521                          STATION DESCRIPTION
 OR0521
 OR0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0521'0.4 MI W FROM GREGORY.
 OR0521'ABOUT 0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OR0521'FROM THE STATION AT GREGORY, GREGORY COUNTY, ABOUT 75 YARDS
 OR0521'WEST OF MILEPOST 149, ABOUT 140 YARDS WEST OF THE CROSSING
 OR0521'OF STATE HIGHWAY 47, 45.4 FEET SOUTH OF THE SOUTH RAIL, AND
 OR0521'2.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OR0521'STAMPED X 138 1934 AND SE IN THE TOP OF A CONCRETE POST PROJECTING
 OR0521'ABOUT 5 INCHES ABOVE GROUND.
 OR0521
 OR0521                          STATION RECOVERY (1940)
 OR0521
 OR0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OR0521'RECOVERED IN GOOD CONDITION.
 OR0521
 OR0521                          STATION RECOVERY (1993)
 OR0521
 OR0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0521'IN GREGORY, AT THE INTERSECTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY
 OR0521'47, 161.0 M (528.2 FT) NORTH OF THE CENTERLINE OF THE U.S. HIGHWAY,
 OR0521'133.0 M (436.4 FT) WEST OF THE CENTERLINE OF THE STATE HIGHWAY, 7.0 M
 OR0521'(23.0 FT) SOUTHEAST OF A FENCE CORNER, 0.9 M (3.0 FT) NORTHEAST OF A
 OR0521'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OR0521'ABOVE THE GROUND SURFACE.
 OR0521
 OR0521                          STATION RECOVERY (2012)
 OR0521
 OR0521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0020 ***********************************************************************
 OS0020  DESIGNATION -  X 139
 OS0020  PID         -  OS0020
 OS0020  STATE/COUNTY-  SD/TRIPP
 OS0020  COUNTRY     -  US
 OS0020  USGS QUAD   -  WEST OF IDEAL (2017)
 OS0020
 OS0020                         *CURRENT SURVEY CONTROL
 OS0020  ______________________________________________________________________
 OS0020* NAD 83(1986) POSITION- 43 35 12.     (N) 100 02 27.     (W)   SCALED
 OS0020* NAVD 88 ORTHO HEIGHT -   581.688 (meters)     1908.42  (feet) ADJUSTED
 OS0020  ______________________________________________________________________
 OS0020  GEOID HEIGHT    -        -25.494 (meters)                     GEOID18
 OS0020  DYNAMIC HEIGHT  -        581.491 (meters)     1907.78  (feet) COMP
 OS0020  MODELED GRAVITY -    980,263.4   (mgal)                       NAVD 88
 OS0020
 OS0020  VERT ORDER      -  SECOND    CLASS 0
 OS0020
 OS0020.The horizontal coordinates were scaled from a map and have
 OS0020.an estimated accuracy of +/- 6 seconds.
 OS0020
 OS0020.The orthometric height was determined by differential leveling and
 OS0020.adjusted by the NATIONAL GEODETIC SURVEY
 OS0020.in June 1991.
 OS0020
 OS0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0020.GEOID18 height accuracy estimate available here.
 OS0020
 OS0020.Click photographs - Photos may exist for this station.
 OS0020
 OS0020.The dynamic height is computed by dividing the NAVD 88
 OS0020.geopotential number by the normal gravity value computed on the
 OS0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0020.degrees latitude (g = 980.6199 gals.).
 OS0020
 OS0020.The modeled gravity was interpolated from observed gravity values.
 OS0020
 OS0020;                    North         East    Units  Estimated Accuracy
 OS0020;SPC SD S     -   139,280.      623,620.      MT  (+/- 180 meters Scaled)
 OS0020
 OS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP159264(NAD 83)
 OS0020
 OS0020                          SUPERSEDED SURVEY CONTROL
 OS0020
 OS0020  NGVD 29 (??/??/92)  581.314  (m)         1907.19   (f) ADJ UNCH    2 0
 OS0020
 OS0020.Superseded values are not recommended for survey control.
 OS0020
 OS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0020.See file dsdata.pdf to determine how the superseded data were derived.
 OS0020
 OS0020_MARKER: DB = BENCH MARK DISK
 OS0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0020_STAMPING: X 139 1934
 OS0020_MARK LOGO: CGS
 OS0020_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0020+STABILITY: SURFACE MOTION
 OS0020
 OS0020  HISTORY     - Date     Condition        Report By
 OS0020  HISTORY     - 1934     MONUMENTED       CGS
 OS0020  HISTORY     - 1940     GOOD             CGS
 OS0020  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0020
 OS0020                          STATION DESCRIPTION
 OS0020
 OS0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0020'23 MI NW FROM WINNER.
 OS0020'ABOUT 8 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY
 OS0020'COURTHOUSE AT WINNER, TRIPP COUNTY, THENCE ABOUT 15 MILES
 OS0020'NORTH ALONG U.S. HIGHWAY 183, AT A SECTION-LINE ROAD CROSSING,
 OS0020'57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTH
 OS0020'OF THE CENTER LINE OF THE ROAD, 23.6 FEET EAST OF A CORNER
 OS0020'FENCE POST, 1 FOOT SOUTH OF THE FENCE, AND 1 FOOT NORTH OF A
 OS0020'WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 OS0020'X 139 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0020'ABOUT 6 INCHES ABOVE GROUND.
 OS0020
 OS0020                          STATION RECOVERY (1940)
 OS0020
 OS0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OS0020'RECOVERED IN GOOD CONDITION.
 OS0020
 OS0020                          STATION RECOVERY (1977)
 OS0020
 OS0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0007 ***********************************************************************
 PT0007  DESIGNATION -  X 14
 PT0007  PID         -  PT0007
 PT0007  STATE/COUNTY-  SD/SULLY
 PT0007  COUNTRY     -  US
 PT0007  USGS QUAD   -  ONIDA (2017)
 PT0007
 PT0007                         *CURRENT SURVEY CONTROL
 PT0007  ______________________________________________________________________
 PT0007* NAD 83(1986) POSITION- 44 42 29.9    (N) 100 03 58.2    (W)   HD_HELD2
 PT0007* NAVD 88 ORTHO HEIGHT -   576.235 (meters)     1890.53  (feet) ADJUSTED
 PT0007  ______________________________________________________________________
 PT0007  GEOID HEIGHT    -        -23.018 (meters)                     GEOID18
 PT0007  DYNAMIC HEIGHT  -        576.132 (meters)     1890.19  (feet) COMP
 PT0007  MODELED GRAVITY -    980,419.4   (mgal)                       NAVD 88
 PT0007
 PT0007  VERT ORDER      -  FIRST     CLASS II
 PT0007
 PT0007.The horizontal coordinates were established by autonomous hand held GPS
 PT0007.observations and have an estimated accuracy of +/- 10 meters.
 PT0007
 PT0007.The orthometric height was determined by differential leveling and
 PT0007.adjusted by the NATIONAL GEODETIC SURVEY
 PT0007.in June 1991.
 PT0007
 PT0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0007.GEOID18 height accuracy estimate available here.
 PT0007
 PT0007.Click photographs - Photos may exist for this station.
 PT0007
 PT0007.The dynamic height is computed by dividing the NAVD 88
 PT0007.geopotential number by the normal gravity value computed on the
 PT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0007.degrees latitude (g = 980.6199 gals.).
 PT0007
 PT0007.The modeled gravity was interpolated from observed gravity values.
 PT0007
 PT0007;                    North         East    Units  Estimated Accuracy
 PT0007;SPC SD N     -    97,231.      594,757.      MT  (+/- 10 meters HH2 GPS)
 PT0007
 PT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ1554451100(NAD 83)
 PT0007
 PT0007                          SUPERSEDED SURVEY CONTROL
 PT0007
 PT0007  NGVD 29 (??/??/92)  575.866  (m)         1889.32   (f) ADJ UNCH    1 2
 PT0007
 PT0007.Superseded values are not recommended for survey control.
 PT0007
 PT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0007.See file dsdata.pdf to determine how the superseded data were derived.
 PT0007
 PT0007_MARKER: DB = BENCH MARK DISK
 PT0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0007_SP_SET: BUILDING
 PT0007_STAMPING: 1889.320 X 14 1926
 PT0007_MARK LOGO: CGS
 PT0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0007
 PT0007  HISTORY     - Date     Condition        Report By
 PT0007  HISTORY     - 1926     MONUMENTED       CGS
 PT0007  HISTORY     - 1964     GOOD             USGS
 PT0007
 PT0007                          STATION DESCRIPTION
 PT0007
 PT0007'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PT0007'AT ONIDA.
 PT0007'AT ONIDA, SULLY CO., 130 FT N., 6 FT E. AND 3.5 FT HIGHER THAN
 PT0007'A T-ST. S, IN THE E. SIDE OF S. ENTRANCE TO THE COURT HOUSE,
 PT0007'A STD. TABLET, STAMPED X 14 1926.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0467 ***********************************************************************
 OR0467  DESIGNATION -  X 140
 OR0467  PID         -  OR0467
 OR0467  STATE/COUNTY-  SD/LYMAN
 OR0467  COUNTRY     -  US
 OR0467  USGS QUAD   -  IONA NW (2017)
 OR0467
 OR0467                         *CURRENT SURVEY CONTROL
 OR0467  ______________________________________________________________________
 OR0467* NAD 83(1986) POSITION- 43 38 02.34   (N) 099 27 36.99   (W)   HD_HELD1
 OR0467* NAVD 88 ORTHO HEIGHT -   431.158 (meters)     1414.56  (feet) ADJUSTED
 OR0467  ______________________________________________________________________
 OR0467  GEOID HEIGHT    -        -26.032 (meters)                     GEOID18
 OR0467  DYNAMIC HEIGHT  -        431.029 (meters)     1414.13  (feet) COMP
 OR0467  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 OR0467
 OR0467  VERT ORDER      -  SECOND    CLASS 0
 OR0467
 OR0467.The horizontal coordinates were determined by differentially corrected
 OR0467.hand held GPS observations or other comparable positioning techniques
 OR0467.and have an estimated accuracy of +/- 3 meters.
 OR0467
 OR0467.The orthometric height was determined by differential leveling and
 OR0467.adjusted by the NATIONAL GEODETIC SURVEY
 OR0467.in June 1991.
 OR0467
 OR0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0467.GEOID18 height accuracy estimate available here.
 OR0467
 OR0467.Click photographs - Photos may exist for this station.
 OR0467
 OR0467.The dynamic height is computed by dividing the NAVD 88
 OR0467.geopotential number by the normal gravity value computed on the
 OR0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0467.degrees latitude (g = 980.6199 gals.).
 OR0467
 OR0467.The modeled gravity was interpolated from observed gravity values.
 OR0467
 OR0467;                    North         East    Units  Estimated Accuracy
 OR0467;SPC SD S     -   144,861.0     670,445.9     MT  (+/- 3 meters HH1 GPS) 
 OR0467
 OR0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP6287131324(NAD 83)
 OR0467
 OR0467                          SUPERSEDED SURVEY CONTROL
 OR0467
 OR0467  NGVD 29 (??/??/92)  430.827  (m)         1413.47   (f) ADJ UNCH    2 0
 OR0467
 OR0467.Superseded values are not recommended for survey control.
 OR0467
 OR0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0467.See file dsdata.pdf to determine how the superseded data were derived.
 OR0467
 OR0467_MARKER: DB = BENCH MARK DISK
 OR0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0467_STAMPING: X 140 1934
 OR0467_MARK LOGO: CGS
 OR0467_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0467+STABILITY: SURFACE MOTION
 OR0467
 OR0467  HISTORY     - Date     Condition        Report By
 OR0467  HISTORY     - 1934     MONUMENTED       CGS
 OR0467  HISTORY     - 1945     GOOD             CGS
 OR0467
 OR0467                          STATION DESCRIPTION
 OR0467
 OR0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0467'6.9 MI N FROM IONA.
 OR0467'6.9 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0467'IONA, LYMAN COUNTY, 0.2 MILE NORTH OF A BRIDGE CARRYING A SIDE
 OR0467'ROAD WEST ACROSS A CREEK, 45 FEET EAST OF THE EAST BANK OF THE
 OR0467'CREEK, AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 OR0467'STANDARD DISK, STAMPED X 140 1934 AND SET IN THE TOP OF A CONCRETE
 OR0467'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0740 ***********************************************************************
 OR0740  DESIGNATION -  X 141
 OR0740  PID         -  OR0740
 OR0740  STATE/COUNTY-  SD/TRIPP
 OR0740  COUNTRY     -  US
 OR0740  USGS QUAD   -  WEWELA (2017)
 OR0740
 OR0740                         *CURRENT SURVEY CONTROL
 OR0740  ______________________________________________________________________
 OR0740* NAD 83(1986) POSITION- 43 04 13.     (N) 099 45 15.     (W)   SCALED
 OR0740* NAVD 88 ORTHO HEIGHT -   735.714 (meters)     2413.76  (feet) ADJUSTED
 OR0740  ______________________________________________________________________
 OR0740  GEOID HEIGHT    -        -24.480 (meters)                     GEOID18
 OR0740  DYNAMIC HEIGHT  -        735.430 (meters)     2412.82  (feet) COMP
 OR0740  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 OR0740
 OR0740  VERT ORDER      -  SECOND    CLASS 0
 OR0740
 OR0740.The horizontal coordinates were scaled from a map and have
 OR0740.an estimated accuracy of +/- 6 seconds.
 OR0740
 OR0740.The orthometric height was determined by differential leveling and
 OR0740.adjusted by the NATIONAL GEODETIC SURVEY
 OR0740.in June 1991.
 OR0740
 OR0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0740.GEOID18 height accuracy estimate available here.
 OR0740
 OR0740.Click photographs - Photos may exist for this station.
 OR0740
 OR0740.The dynamic height is computed by dividing the NAVD 88
 OR0740.geopotential number by the normal gravity value computed on the
 OR0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0740.degrees latitude (g = 980.6199 gals.).
 OR0740
 OR0740.The modeled gravity was interpolated from observed gravity values.
 OR0740
 OR0740;                    North         East    Units  Estimated Accuracy
 OR0740;SPC SD S     -    82,030.      647,170.      MT  (+/- 180 meters Scaled)
 OR0740
 OR0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN385688(NAD 83)
 OR0740
 OR0740                          SUPERSEDED SURVEY CONTROL
 OR0740
 OR0740  NGVD 29 (??/??/92)  735.381  (m)         2412.66   (f) ADJ UNCH    2 0
 OR0740
 OR0740.Superseded values are not recommended for survey control.
 OR0740
 OR0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0740.See file dsdata.pdf to determine how the superseded data were derived.
 OR0740
 OR0740_MARKER: DB = BENCH MARK DISK
 OR0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0740_STAMPING: X 141 1934
 OR0740_MARK LOGO: CGS
 OR0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0740+STABILITY: SURFACE MOTION
 OR0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0740+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1986
 OR0740
 OR0740  HISTORY     - Date     Condition        Report By
 OR0740  HISTORY     - 1934     MONUMENTED       CGS
 OR0740  HISTORY     - 19860708 SEE DESCRIPTION  NGS
 OR0740
 OR0740                          STATION DESCRIPTION
 OR0740
 OR0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0740'15.5 MI S FROM COLOME.
 OR0740'LOCATED 15.5 MILES SOUTH ALONG U.S. HWY 83 OF THE RWY. STATION
 OR0740'AT COLOME, 4.2 MILES NORTH OF ROAD THAT TURNS OFF OF HIGHWAY TO
 OR0740'WEWELA, 148 YDS. SOUTH OF A 4 FT X 6 FT CONCRETE CULVERT UNDER A
 OR0740'FILL ON HIGHWAY, 58 FT. EAST OF CENTERLINE OF THE NEW U.S. HY.
 OR0740'83, 30 FT. WEST OF CENTERLINE OF OLD HIGHWAY AT POINT WHERE NEW
 OR0740'HIGHWAY CROSSES THE OLD ONE.  STANDARD TABLET SET IN TOP OF A
 OR0740'CONCRETE POST 4 IN HIGH.
 OR0740
 OR0740                          STATION RECOVERY (1986)
 OR0740
 OR0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OR0740'THE MARK WAS NOT FOUND AND IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0105 ***********************************************************************
 OR0105  DESIGNATION -  X 142
 OR0105  PID         -  OR0105
 OR0105  STATE/COUNTY-  SD/CHARLES MIX
 OR0105  COUNTRY     -  US
 OR0105  USGS QUAD   -  WAGNER (2017)
 OR0105
 OR0105                         *CURRENT SURVEY CONTROL
 OR0105  ______________________________________________________________________
 OR0105* NAD 83(1986) POSITION- 43 04 43.     (N) 098 17 36.     (W)   SCALED
 OR0105* NAVD 88 ORTHO HEIGHT -   441.696 (meters)     1449.13  (feet) ADJUSTED
 OR0105  ______________________________________________________________________
 OR0105  GEOID HEIGHT    -        -26.402 (meters)                     GEOID18
 OR0105  DYNAMIC HEIGHT  -        441.547 (meters)     1448.64  (feet) COMP
 OR0105  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 OR0105
 OR0105  VERT ORDER      -  SECOND    CLASS 0
 OR0105
 OR0105.The horizontal coordinates were scaled from a map and have
 OR0105.an estimated accuracy of +/- 6 seconds.
 OR0105
 OR0105.The orthometric height was determined by differential leveling and
 OR0105.adjusted by the NATIONAL GEODETIC SURVEY
 OR0105.in June 1991.
 OR0105
 OR0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0105.GEOID18 height accuracy estimate available here.
 OR0105
 OR0105.Click photographs - Photos may exist for this station.
 OR0105
 OR0105.The dynamic height is computed by dividing the NAVD 88
 OR0105.geopotential number by the normal gravity value computed on the
 OR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0105.degrees latitude (g = 980.6199 gals.).
 OR0105
 OR0105.The modeled gravity was interpolated from observed gravity values.
 OR0105
 OR0105;                    North         East    Units  Estimated Accuracy
 OR0105;SPC SD S     -    84,830.      766,110.      MT  (+/- 180 meters Scaled)
 OR0105
 OR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN575697(NAD 83)
 OR0105
 OR0105                          SUPERSEDED SURVEY CONTROL
 OR0105
 OR0105  NGVD 29 (??/??/92)  441.414  (m)         1448.21   (f) ADJ UNCH    2 0
 OR0105
 OR0105.Superseded values are not recommended for survey control.
 OR0105
 OR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0105.See file dsdata.pdf to determine how the superseded data were derived.
 OR0105
 OR0105_MARKER: DB = BENCH MARK DISK
 OR0105_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0105_STAMPING: X 142 1934
 OR0105_MARK LOGO: CGS
 OR0105_PROJECTION: FLUSH
 OR0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0105
 OR0105  HISTORY     - Date     Condition        Report By
 OR0105  HISTORY     - 1934     MONUMENTED       CGS
 OR0105  HISTORY     - 1963     MARK NOT FOUND   USGS
 OR0105
 OR0105                          STATION DESCRIPTION
 OR0105
 OR0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0105'AT WAGNER.
 OR0105'AT WAGNER, CHARLES MIX COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 OR0105'PAUL AND PACIFIC RAILROAD, 81.2 FEET EAST OF THE SOUTHEAST CORNER
 OR0105'OF THE STATION, IN THE SOUTHEAST CORNER OF THE STATION PARK, AT
 OR0105'A ROAD CROSSING, 80 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 OR0105'AND 21.7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 OR0105'STANDARD DISK, STAMPED X 142 1934 AND SET IN THE TOP OF A
 OR0105'CONCRETE POST FLUSH WITH THE GROUND.
 OR0105
 OR0105                          STATION RECOVERY (1963)
 OR0105
 OR0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OR0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0075 ***********************************************************************
 OR0075  DESIGNATION -  X 143
 OR0075  PID         -  OR0075
 OR0075  STATE/COUNTY-  SD/DOUGLAS
 OR0075  COUNTRY     -  US
 OR0075  USGS QUAD   -  ARMOUR (2017)
 OR0075
 OR0075                         *CURRENT SURVEY CONTROL
 OR0075  ______________________________________________________________________
 OR0075* NAD 83(1986) POSITION- 43 19 06.     (N) 098 20 40.     (W)   SCALED
 OR0075* NAVD 88 ORTHO HEIGHT -   464.583 (meters)     1524.22  (feet) ADJUSTED
 OR0075  ______________________________________________________________________
 OR0075  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 OR0075  DYNAMIC HEIGHT  -        464.435 (meters)     1523.73  (feet) COMP
 OR0075  MODELED GRAVITY -    980,287.9   (mgal)                       NAVD 88
 OR0075
 OR0075  VERT ORDER      -  SECOND    CLASS 0
 OR0075
 OR0075.The horizontal coordinates were scaled from a map and have
 OR0075.an estimated accuracy of +/- 6 seconds.
 OR0075
 OR0075.The orthometric height was determined by differential leveling and
 OR0075.adjusted by the NATIONAL GEODETIC SURVEY
 OR0075.in June 1991.
 OR0075
 OR0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0075.GEOID18 height accuracy estimate available here.
 OR0075
 OR0075.Click photographs - Photos may exist for this station.
 OR0075
 OR0075.The dynamic height is computed by dividing the NAVD 88
 OR0075.geopotential number by the normal gravity value computed on the
 OR0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0075.degrees latitude (g = 980.6199 gals.).
 OR0075
 OR0075.The modeled gravity was interpolated from observed gravity values.
 OR0075
 OR0075;                    North         East    Units  Estimated Accuracy
 OR0075;SPC SD S     -   111,360.      761,310.      MT  (+/- 180 meters Scaled)
 OR0075
 OR0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531963(NAD 83)
 OR0075
 OR0075                          SUPERSEDED SURVEY CONTROL
 OR0075
 OR0075  NGVD 29 (??/??/92)  464.267  (m)         1523.18   (f) ADJ UNCH    2 0
 OR0075
 OR0075.Superseded values are not recommended for survey control.
 OR0075
 OR0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0075.See file dsdata.pdf to determine how the superseded data were derived.
 OR0075
 OR0075_MARKER: DB = BENCH MARK DISK
 OR0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0075_STAMPING: X 143 1934
 OR0075_MARK LOGO: CGS
 OR0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0075+STABILITY: SURFACE MOTION
 OR0075
 OR0075  HISTORY     - Date     Condition        Report By
 OR0075  HISTORY     - 1934     MONUMENTED       CGS
 OR0075
 OR0075                          STATION DESCRIPTION
 OR0075
 OR0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0075'AT ARMOUR.
 OR0075'AT ARMOUR, DOUGLAS COUNTY, ON STATE HIGHWAY 41, IN THE COUNTY
 OR0075'COURTHOUSE YARD, ABOUT 65 FEET EAST OF THE CENTER LINE OF THE
 OR0075'HIGHWAY, 38.7 FEET NORTH OF THE NORTH SIDE OF THE FRONT STEPS
 OR0075'TO THE COURTHOUSE, 5.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OR0075'THE BUILDING, AND 7.4 FEET EAST OF THE EAST EDGE OF THE SIDEWALK
 OR0075'ON THE WEST SIDE OF THE FRONT OF THE COURTHOUSE.  A STANDARD
 OR0075'DISK, STAMPED X 143 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0089 ***********************************************************************
 OR0089  DESIGNATION -  X 144
 OR0089  PID         -  OR0089
 OR0089  STATE/COUNTY-  SD/DOUGLAS
 OR0089  COUNTRY     -  US
 OR0089  USGS QUAD   -  DELMONT (2017)
 OR0089
 OR0089                         *CURRENT SURVEY CONTROL
 OR0089  ______________________________________________________________________
 OR0089* NAD 83(1986) POSITION- 43 16 05.     (N) 098 09 30.     (W)   SCALED
 OR0089* NAVD 88 ORTHO HEIGHT -   453.107 (meters)     1486.57  (feet) ADJUSTED
 OR0089  ______________________________________________________________________
 OR0089  GEOID HEIGHT    -        -26.640 (meters)                     GEOID18
 OR0089  DYNAMIC HEIGHT  -        452.959 (meters)     1486.08  (feet) COMP
 OR0089  MODELED GRAVITY -    980,280.8   (mgal)                       NAVD 88
 OR0089
 OR0089  VERT ORDER      -  SECOND    CLASS 0
 OR0089
 OR0089.The horizontal coordinates were scaled from a map and have
 OR0089.an estimated accuracy of +/- 6 seconds.
 OR0089
 OR0089.The orthometric height was determined by differential leveling and
 OR0089.adjusted by the NATIONAL GEODETIC SURVEY
 OR0089.in June 1991.
 OR0089
 OR0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0089.GEOID18 height accuracy estimate available here.
 OR0089
 OR0089.Click photographs - Photos may exist for this station.
 OR0089
 OR0089.The dynamic height is computed by dividing the NAVD 88
 OR0089.geopotential number by the normal gravity value computed on the
 OR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0089.degrees latitude (g = 980.6199 gals.).
 OR0089
 OR0089.The modeled gravity was interpolated from observed gravity values.
 OR0089
 OR0089;                    North         East    Units  Estimated Accuracy
 OR0089;SPC SD S     -   106,150.      776,550.      MT  (+/- 180 meters Scaled)
 OR0089
 OR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN683909(NAD 83)
 OR0089
 OR0089                          SUPERSEDED SURVEY CONTROL
 OR0089
 OR0089  NGVD 29 (??/??/92)  452.796  (m)         1485.55   (f) ADJ UNCH    2 0
 OR0089
 OR0089.Superseded values are not recommended for survey control.
 OR0089
 OR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0089.See file dsdata.pdf to determine how the superseded data were derived.
 OR0089
 OR0089_MARKER: DB = BENCH MARK DISK
 OR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0089_STAMPING: X 144 1934
 OR0089_MARK LOGO: CGS
 OR0089_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0089+STABILITY: SURFACE MOTION
 OR0089
 OR0089  HISTORY     - Date     Condition        Report By
 OR0089  HISTORY     - 1934     MONUMENTED       CGS
 OR0089  HISTORY     - 1974     MARK NOT FOUND   USGS
 OR0089
 OR0089                          STATION DESCRIPTION
 OR0089
 OR0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0089'AT DELMONT.
 OR0089'AT DELMONT, DOUGLAS COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0089'AND PACIFIC RAILROAD, 0.2 MILE SOUTHEAST OF THE STATION, AT THE
 OR0089'CROSSING OF U.S. HIGHWAY 18, 72.5 FEET SOUTHEAST OF THE CENTER
 OR0089'LINE OF THE HIGHWAY, 44.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OR0089'AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OR0089'DISK, STAMPED X 144 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0089'PROJECTING 4 INCHES ABOVE GROUND.
 OR0089
 OR0089                          STATION RECOVERY (1974)
 OR0089
 OR0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OR0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0483 ***********************************************************************
 OQ0483  DESIGNATION -  X 145
 OQ0483  PID         -  OQ0483
 OQ0483  STATE/COUNTY-  SD/YANKTON
 OQ0483  COUNTRY     -  US
 OQ0483  USGS QUAD   -  LESTERVILLE (2017)
 OQ0483
 OQ0483                         *CURRENT SURVEY CONTROL
 OQ0483  ______________________________________________________________________
 OQ0483* NAD 83(1986) POSITION- 43 02 24.     (N) 097 37 02.     (W)   SCALED
 OQ0483* NAVD 88 ORTHO HEIGHT -   423.133 (meters)     1388.23  (feet) ADJUSTED
 OQ0483  ______________________________________________________________________
 OQ0483  GEOID HEIGHT    -        -25.936 (meters)                     GEOID18
 OQ0483  DYNAMIC HEIGHT  -        423.003 (meters)     1387.80  (feet) COMP
 OQ0483  MODELED GRAVITY -    980,300.2   (mgal)                       NAVD 88
 OQ0483
 OQ0483  VERT ORDER      -  SECOND    CLASS 0
 OQ0483
 OQ0483.The horizontal coordinates were scaled from a map and have
 OQ0483.an estimated accuracy of +/- 6 seconds.
 OQ0483
 OQ0483.The orthometric height was determined by differential leveling and
 OQ0483.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0483.in June 1991.
 OQ0483
 OQ0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0483.GEOID18 height accuracy estimate available here.
 OQ0483
 OQ0483.Click photographs - Photos may exist for this station.
 OQ0483
 OQ0483.The dynamic height is computed by dividing the NAVD 88
 OQ0483.geopotential number by the normal gravity value computed on the
 OQ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0483.degrees latitude (g = 980.6199 gals.).
 OQ0483
 OQ0483.The modeled gravity was interpolated from observed gravity values.
 OQ0483
 OQ0483;                    North         East    Units  Estimated Accuracy
 OQ0483;SPC SD S     -    82,120.      821,280.      MT  (+/- 180 meters Scaled)
 OQ0483
 OQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN126661(NAD 83)
 OQ0483
 OQ0483                          SUPERSEDED SURVEY CONTROL
 OQ0483
 OQ0483  NGVD 29 (??/??/92)  422.899  (m)         1387.46   (f) ADJ UNCH    2 0
 OQ0483
 OQ0483.Superseded values are not recommended for survey control.
 OQ0483
 OQ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0483.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0483
 OQ0483_MARKER: DB = BENCH MARK DISK
 OQ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0483_STAMPING: X 145 1934
 OQ0483_MARK LOGO: CGS
 OQ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0483+STABILITY: SURFACE MOTION
 OQ0483
 OQ0483  HISTORY     - Date     Condition        Report By
 OQ0483  HISTORY     - 1934     MONUMENTED       CGS
 OQ0483  HISTORY     - 1974     GOOD             USGS
 OQ0483  HISTORY     - 20071007 MARK NOT FOUND   WAPA
 OQ0483
 OQ0483                          STATION DESCRIPTION
 OQ0483
 OQ0483'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0483'1.4 MI NW FROM LESTERVILLE.
 OQ0483'LESTERVILLE 0.2 MILE NORTH, 1.2 MILE WEST OF, T 95 N, R 57 W,
 OQ0483'IN THE SE 1/4 OF SECTION 18, 0.2 MILE WEST OF C. M. AND ST. P.
 OQ0483'RR MILEPOST 592, 95 YARDS NW OF A N-S SECTION LINE ROAD CROSSING,
 OQ0483'18 FEET WEST OF THE SECOND POLE NW OF THE CROSSING, 38 FEET
 OQ0483'SOUTH OF THE SOUTH RAIL OF THE RR TRACK, 1 FOOT EAST OF A
 OQ0483'WITNESS POST, IN A CONCRETE POST A STD DISK STAMPED X 145 1934.
 OQ0483
 OQ0483                          STATION RECOVERY (2007)
 OQ0483
 OQ0483'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 OQ0483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0513 ***********************************************************************
 OQ0513  DESIGNATION -  X 146
 OQ0513  PID         -  OQ0513
 OQ0513  STATE/COUNTY-  SD/DAVISON
 OQ0513  COUNTRY     -  US
 OQ0513  USGS QUAD   -  ETHAN (2017)
 OQ0513
 OQ0513                         *CURRENT SURVEY CONTROL
 OQ0513  ______________________________________________________________________
 OQ0513* NAD 83(1986) POSITION- 43 32 51.18   (N) 097 59 18.23   (W)   HD_HELD1
 OQ0513* NAVD 88 ORTHO HEIGHT -   410.077 (meters)     1345.39  (feet) ADJUSTED
 OQ0513  ______________________________________________________________________
 OQ0513  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 OQ0513  DYNAMIC HEIGHT  -        409.962 (meters)     1345.02  (feet) COMP
 OQ0513  MODELED GRAVITY -    980,328.6   (mgal)                       NAVD 88
 OQ0513
 OQ0513  VERT ORDER      -  SECOND    CLASS 0
 OQ0513
 OQ0513.The horizontal coordinates were determined by differentially corrected
 OQ0513.hand held GPS observations or other comparable positioning techniques
 OQ0513.and have an estimated accuracy of +/- 3 meters.
 OQ0513
 OQ0513.The orthometric height was determined by differential leveling and
 OQ0513.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0513.in June 1991.
 OQ0513
 OQ0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0513.GEOID18 height accuracy estimate available here.
 OQ0513
 OQ0513.Click photographs - Photos may exist for this station.
 OQ0513
 OQ0513.The dynamic height is computed by dividing the NAVD 88
 OQ0513.geopotential number by the normal gravity value computed on the
 OQ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0513.degrees latitude (g = 980.6199 gals.).
 OQ0513
 OQ0513.The modeled gravity was interpolated from observed gravity values.
 OQ0513
 OQ0513;                    North         East    Units  Estimated Accuracy
 OQ0513;SPC SD S     -   137,563.3     789,459.1     MT  (+/- 3 meters HH1 GPS) 
 OQ0513
 OQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8171822119(NAD 83)
 OQ0513
 OQ0513                          SUPERSEDED SURVEY CONTROL
 OQ0513
 OQ0513  NGVD 29 (??/??/92)  409.776  (m)         1344.41   (f) ADJ UNCH    2 0
 OQ0513
 OQ0513.Superseded values are not recommended for survey control.
 OQ0513
 OQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0513.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0513
 OQ0513_MARKER: DB = BENCH MARK DISK
 OQ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0513_STAMPING: X 146 1934
 OQ0513_MARK LOGO: CGS
 OQ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0513+STABILITY: SURFACE MOTION
 OQ0513
 OQ0513  HISTORY     - Date     Condition        Report By
 OQ0513  HISTORY     - 1934     MONUMENTED       CGS
 OQ0513
 OQ0513                          STATION DESCRIPTION
 OQ0513
 OQ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0513'AT ETHAN.
 OQ0513'AT ETHAN, DAVISON COUNTY, 72 FEET SOUTHEAST OF THE SOUTHEAST
 OQ0513'CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OQ0513'STATION, 74.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 OQ0513'18.1 FEET EAST OF THE EAST RAIL OF THE EAST SIDE TRACK, AND
 OQ0513'4.6 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.  A STANDARD
 OQ0513'DISK, STAMPED X 146 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0513'PROJECTING ABOUT 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0411 ***********************************************************************
 OQ0411  DESIGNATION -  X 147
 OQ0411  PID         -  OQ0411
 OQ0411  STATE/COUNTY-  SD/TURNER
 OQ0411  COUNTRY     -  US
 OQ0411  USGS QUAD   -  PARKER NE (2017)
 OQ0411
 OQ0411                         *CURRENT SURVEY CONTROL
 OQ0411  ______________________________________________________________________
 OQ0411* NAD 83(1986) POSITION- 43 23 08.     (N) 097 06 56.     (W)   SCALED
 OQ0411* NAVD 88 ORTHO HEIGHT -   408.982 (meters)     1341.80  (feet) ADJUSTED
 OQ0411  ______________________________________________________________________
 OQ0411  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 OQ0411  DYNAMIC HEIGHT  -        408.872 (meters)     1341.44  (feet) COMP
 OQ0411  MODELED GRAVITY -    980,339.2   (mgal)                       NAVD 88
 OQ0411
 OQ0411  VERT ORDER      -  SECOND    CLASS 0
 OQ0411
 OQ0411.The horizontal coordinates were scaled from a map and have
 OQ0411.an estimated accuracy of +/- 6 seconds.
 OQ0411
 OQ0411.The orthometric height was determined by differential leveling and
 OQ0411.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0411.in June 1991.
 OQ0411
 OQ0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0411.GEOID18 height accuracy estimate available here.
 OQ0411
 OQ0411.Click photographs - Photos may exist for this station.
 OQ0411
 OQ0411.The dynamic height is computed by dividing the NAVD 88
 OQ0411.geopotential number by the normal gravity value computed on the
 OQ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0411.degrees latitude (g = 980.6199 gals.).
 OQ0411
 OQ0411.The modeled gravity was interpolated from observed gravity values.
 OQ0411
 OQ0411;                    North         East    Units  Estimated Accuracy
 OQ0411;SPC SD S     -   121,940.      860,650.      MT  (+/- 180 meters Scaled)
 OQ0411
 OQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP526053(NAD 83)
 OQ0411
 OQ0411                          SUPERSEDED SURVEY CONTROL
 OQ0411
 OQ0411  NGVD 29 (??/??/92)  408.729  (m)         1340.97   (f) ADJ UNCH    2 0
 OQ0411
 OQ0411.Superseded values are not recommended for survey control.
 OQ0411
 OQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0411.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0411
 OQ0411_MARKER: DB = BENCH MARK DISK
 OQ0411_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0411_STAMPING: X 147 1934
 OQ0411_MARK LOGO: CGS
 OQ0411_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0411
 OQ0411  HISTORY     - Date     Condition        Report By
 OQ0411  HISTORY     - 1934     MONUMENTED       CGS
 OQ0411  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0411
 OQ0411                          STATION DESCRIPTION
 OQ0411
 OQ0411'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OQ0411'1.5 MI SE FROM PARKER.
 OQ0411'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0411'FROM THE STATION AT PARKER, TURNER COUNTY, 4 POLES SOUTHEAST
 OQ0411'OF MILEPOST 48, 15 FEET SOUTHWEST OF THE FIFTH POLE SOUTHEAST
 OQ0411'OF A ROAD CROSSING, 44.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 OQ0411'0.5 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 OQ0411'STAMPED X 147 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0411'2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0210 ***********************************************************************
 OQ0210  DESIGNATION -  X 148
 OQ0210  PID         -  OQ0210
 OQ0210  STATE/COUNTY-  SD/UNION
 OQ0210  COUNTRY     -  US
 OQ0210  USGS QUAD   -  ALCESTER SE (2017)
 OQ0210
 OQ0210                         *CURRENT SURVEY CONTROL
 OQ0210  ______________________________________________________________________
 OQ0210* NAD 83(1986) POSITION- 43 01 42.     (N) 096 32 53.     (W)   SCALED
 OQ0210* NAVD 88 ORTHO HEIGHT -   387.704 (meters)     1271.99  (feet) ADJUSTED
 OQ0210  ______________________________________________________________________
 OQ0210  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 OQ0210  DYNAMIC HEIGHT  -        387.599 (meters)     1271.65  (feet) COMP
 OQ0210  MODELED GRAVITY -    980,337.2   (mgal)                       NAVD 88
 OQ0210
 OQ0210  VERT ORDER      -  SECOND    CLASS 0
 OQ0210
 OQ0210.The horizontal coordinates were scaled from a map and have
 OQ0210.an estimated accuracy of +/- 6 seconds.
 OQ0210
 OQ0210.The orthometric height was determined by differential leveling and
 OQ0210.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0210.in June 1991.
 OQ0210
 OQ0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0210.GEOID18 height accuracy estimate available here.
 OQ0210
 OQ0210.Click photographs - Photos may exist for this station.
 OQ0210
 OQ0210.The dynamic height is computed by dividing the NAVD 88
 OQ0210.geopotential number by the normal gravity value computed on the
 OQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0210.degrees latitude (g = 980.6199 gals.).
 OQ0210
 OQ0210.The modeled gravity was interpolated from observed gravity values.
 OQ0210
 OQ0210;                    North         East    Units  Estimated Accuracy
 OQ0210;SPC SD S     -    84,240.      908,390.      MT  (+/- 180 meters Scaled)
 OQ0210
 OQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN997668(NAD 83)
 OQ0210
 OQ0210                          SUPERSEDED SURVEY CONTROL
 OQ0210
 OQ0210  NGVD 29 (??/??/92)  387.487  (m)         1271.28   (f) ADJ UNCH    2 0
 OQ0210
 OQ0210.Superseded values are not recommended for survey control.
 OQ0210
 OQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0210.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0210
 OQ0210_MARKER: DB = BENCH MARK DISK
 OQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0210_STAMPING: X 148 1934
 OQ0210_MARK LOGO: CGS
 OQ0210_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0210+STABILITY: SURFACE MOTION
 OQ0210
 OQ0210  HISTORY     - Date     Condition        Report By
 OQ0210  HISTORY     - 1934     MONUMENTED       CGS
 OQ0210  HISTORY     - 1963     MARK NOT FOUND   USGS
 OQ0210
 OQ0210                          STATION DESCRIPTION
 OQ0210
 OQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0210'4.2 MI NW FROM HAWARDEN.
 OQ0210'IN UNION COUNTY, SOUTH DAKOTA, 4.2 MILES NORTHWEST ALONG THE CHICAGO
 OQ0210'AND NORTH WESTERN RAILWAY FROM THE STATION AT HAWARDEN, SIOUX
 OQ0210'COUNTY, IOWA, 3.4 MILES NORTHWEST OF THE WEST END OF THE BRIDGE OVER
 OQ0210'BIG SIOUX RIVER, 0.2 MILE WEST OF MILEPOST 4, 55 YARDS EAST OF A
 OQ0210'FARM ROAD CROSSING, 53.9 FEET NORTH OF THE NORTH RAIL, AND 2.5
 OQ0210'FEET SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED X
 OQ0210'148 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OQ0210'ABOVE GROUND.  NOTE-- HIGHWAY HAS BEEN RELOCATED IN AREA.
 OQ0210
 OQ0210                          STATION RECOVERY (1963)
 OQ0210
 OQ0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OQ0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0276 ***********************************************************************
 QR0276  DESIGNATION -  X 15
 QR0276  PID         -  QR0276
 QR0276  STATE/COUNTY-  SD/FAULK
 QR0276  COUNTRY     -  US
 QR0276  USGS QUAD   -  SENECA (2017)
 QR0276
 QR0276                         *CURRENT SURVEY CONTROL
 QR0276  ______________________________________________________________________
 QR0276* NAD 83(1986) POSITION- 45 04 03.     (N) 099 34 22.     (W)   SCALED
 QR0276* NAVD 88 ORTHO HEIGHT -   592.109 (meters)     1942.61  (feet) ADJUSTED
 QR0276  ______________________________________________________________________
 QR0276  GEOID HEIGHT    -        -22.785 (meters)                     GEOID18
 QR0276  DYNAMIC HEIGHT  -        592.027 (meters)     1942.34  (feet) COMP
 QR0276  MODELED GRAVITY -    980,459.4   (mgal)                       NAVD 88
 QR0276
 QR0276  VERT ORDER      -  FIRST     CLASS II
 QR0276
 QR0276.The horizontal coordinates were scaled from a map and have
 QR0276.an estimated accuracy of +/- 6 seconds.
 QR0276
 QR0276.The orthometric height was determined by differential leveling and
 QR0276.adjusted by the NATIONAL GEODETIC SURVEY
 QR0276.in June 1991.
 QR0276
 QR0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0276.GEOID18 height accuracy estimate available here.
 QR0276
 QR0276.Click photographs - Photos may exist for this station.
 QR0276
 QR0276.The dynamic height is computed by dividing the NAVD 88
 QR0276.geopotential number by the normal gravity value computed on the
 QR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0276.degrees latitude (g = 980.6199 gals.).
 QR0276
 QR0276.The modeled gravity was interpolated from observed gravity values.
 QR0276
 QR0276;                    North         East    Units  Estimated Accuracy
 QR0276;SPC SD N     -   137,230.      633,640.      MT  (+/- 180 meters Scaled)
 QR0276
 QR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ549906(NAD 83)
 QR0276
 QR0276                          SUPERSEDED SURVEY CONTROL
 QR0276
 QR0276  NGVD 29 (??/??/92)  591.744  (m)         1941.41   (f) ADJ UNCH    1 2
 QR0276
 QR0276.Superseded values are not recommended for survey control.
 QR0276
 QR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0276.See file dsdata.pdf to determine how the superseded data were derived.
 QR0276
 QR0276_MARKER: DB = BENCH MARK DISK
 QR0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0276_STAMPING: 1941.413 X 15 1926
 QR0276_MARK LOGO: CGS
 QR0276_PROJECTION: RECESSED 5 CENTIMETERS
 QR0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0276+STABILITY: SURFACE MOTION
 QR0276
 QR0276  HISTORY     - Date     Condition        Report By
 QR0276  HISTORY     - 1926     MONUMENTED       CGS
 QR0276  HISTORY     - 1973     GOOD             NGS
 QR0276
 QR0276                          STATION DESCRIPTION
 QR0276
 QR0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0276'3 MI W FROM SENECA.
 QR0276'ABOUT 3 MILES WEST ALONG THE ABANDONED CHICAGO AND NORTHWESTERN
 QR0276'RAILWAY FROM SENECA, AT THE FAULK- POTTER COUNTY LINE, 0.8 MILE
 QR0276'NORTH OF U.S. HIGHWAY 212, 102 FEET NORTHWEST OF A FENCE CORNER
 QR0276'WHICH IS SOUTH OF THE RAILWAY, 44 FEET NORTH OF THE CENTER OF
 QR0276'THE ABANDONED RAILWAY, 6.5 FEET SOUTHEAST OF A FENCE POST, 1.2
 QR0276'FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 QR0276'CONCRETE MONUMENT WHICH IS 2-INCHES BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0974 ***********************************************************************
 NM0974  DESIGNATION -  X 150
 NM0974  PID         -  NM0974
 NM0974  STATE/COUNTY-  SD/YANKTON
 NM0974  COUNTRY     -  US
 NM0974  USGS QUAD   -  GAYVILLE (2017)
 NM0974
 NM0974                         *CURRENT SURVEY CONTROL
 NM0974  ______________________________________________________________________
 NM0974* NAD 83(1986) POSITION- 42 58 54.     (N) 097 10 31.     (W)   SCALED
 NM0974* NAVD 88 ORTHO HEIGHT -   377.670 (meters)     1239.07  (feet) ADJUSTED
 NM0974  ______________________________________________________________________
 NM0974  GEOID HEIGHT    -        -25.707 (meters)                     GEOID18
 NM0974  DYNAMIC HEIGHT  -        377.565 (meters)     1238.73  (feet) COMP
 NM0974  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 NM0974
 NM0974  VERT ORDER      -  SECOND    CLASS 0
 NM0974
 NM0974.The horizontal coordinates were scaled from a map and have
 NM0974.an estimated accuracy of +/- 6 seconds.
 NM0974
 NM0974.The orthometric height was determined by differential leveling and
 NM0974.adjusted by the NATIONAL GEODETIC SURVEY
 NM0974.in June 1991.
 NM0974
 NM0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0974.GEOID18 height accuracy estimate available here.
 NM0974
 NM0974.Click photographs - Photos may exist for this station.
 NM0974
 NM0974.The dynamic height is computed by dividing the NAVD 88
 NM0974.geopotential number by the normal gravity value computed on the
 NM0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0974.degrees latitude (g = 980.6199 gals.).
 NM0974
 NM0974.The modeled gravity was interpolated from observed gravity values.
 NM0974
 NM0974;                    North         East    Units  Estimated Accuracy
 NM0974;SPC SD S     -    76,920.      857,520.      MT  (+/- 180 meters Scaled)
 NM0974
 NM0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN487603(NAD 83)
 NM0974
 NM0974                          SUPERSEDED SURVEY CONTROL
 NM0974
 NM0974  NGVD 29 (??/??/92)  377.467  (m)         1238.41   (f) ADJ UNCH    2 0
 NM0974
 NM0974.Superseded values are not recommended for survey control.
 NM0974
 NM0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0974.See file dsdata.pdf to determine how the superseded data were derived.
 NM0974
 NM0974_MARKER: DB = BENCH MARK DISK
 NM0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0974_STAMPING: X 150 1934
 NM0974_MARK LOGO: CGS
 NM0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0974+STABILITY: SURFACE MOTION
 NM0974
 NM0974  HISTORY     - Date     Condition        Report By
 NM0974  HISTORY     - 1934     MONUMENTED       CGS
 NM0974
 NM0974                          STATION DESCRIPTION
 NM0974
 NM0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0974'1.8 MI NE FROM VOLIN.
 NM0974'1.8 MILES NORTHEAST OF STATION ALONG GREAT NORTHERN RWY. AT VOLIN,
 NM0974'0.2 OF MILE SOUTH OF M.P. 194, 42.2 FEET EAST OF EAST RAIL,
 NM0974'40 FEET SOUTH OF CENTERLINE OF A GRADED COUNTY ROAD CROSSING
 NM0974'TRACKS, 4.2 FEET WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP
 NM0974'OF CONCRETE POST 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0756 ***********************************************************************
 NM0756  DESIGNATION -  X 151
 NM0756  PID         -  NM0756
 NM0756  STATE/COUNTY-  SD/CLAY
 NM0756  COUNTRY     -  US
 NM0756  USGS QUAD   -  VERMILLION (2017)
 NM0756
 NM0756                         *CURRENT SURVEY CONTROL
 NM0756  ______________________________________________________________________
 NM0756* NAD 83(1986) POSITION- 42 46 31.     (N) 096 55 53.     (W)   SCALED
 NM0756* NAVD 88 ORTHO HEIGHT -   351.390 (meters)     1152.85  (feet) ADJUSTED
 NM0756  ______________________________________________________________________
 NM0756  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM0756  DYNAMIC HEIGHT  -        351.287 (meters)     1152.51  (feet) COMP
 NM0756  MODELED GRAVITY -    980,316.6   (mgal)                       NAVD 88
 NM0756
 NM0756  VERT ORDER      -  SECOND    CLASS 0
 NM0756
 NM0756.The horizontal coordinates were scaled from a map and have
 NM0756.an estimated accuracy of +/- 6 seconds.
 NM0756
 NM0756.The orthometric height was determined by differential leveling and
 NM0756.adjusted by the NATIONAL GEODETIC SURVEY
 NM0756.in June 1991.
 NM0756
 NM0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0756.GEOID18 height accuracy estimate available here.
 NM0756
 NM0756.Click photographs - Photos may exist for this station.
 NM0756
 NM0756.The dynamic height is computed by dividing the NAVD 88
 NM0756.geopotential number by the normal gravity value computed on the
 NM0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0756.degrees latitude (g = 980.6199 gals.).
 NM0756
 NM0756.The modeled gravity was interpolated from observed gravity values.
 NM0756
 NM0756;                    North         East    Units  Estimated Accuracy
 NM0756;SPC SD S     -    54,800.      878,330.      MT  (+/- 180 meters Scaled)
 NM0756
 NM0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN692379(NAD 83)
 NM0756
 NM0756                          SUPERSEDED SURVEY CONTROL
 NM0756
 NM0756  NGVD 29 (??/??/92)  351.187  (m)         1152.19   (f) ADJ UNCH    2 0
 NM0756
 NM0756.Superseded values are not recommended for survey control.
 NM0756
 NM0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0756.See file dsdata.pdf to determine how the superseded data were derived.
 NM0756
 NM0756_MARKER: DB = BENCH MARK DISK
 NM0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0756_STAMPING: X 151 1934
 NM0756_MARK LOGO: CGS
 NM0756_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0756+STABILITY: SURFACE MOTION
 NM0756
 NM0756  HISTORY     - Date     Condition        Report By
 NM0756  HISTORY     - 1934     MONUMENTED       CGS
 NM0756  HISTORY     - 1949     GOOD             CGS
 NM0756  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0756
 NM0756                          STATION DESCRIPTION
 NM0756
 NM0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0756'AT VERMILLION.
 NM0756'AT VERMILLION, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0756'RAILROAD, 0.1 MILE SOUTHEAST OF THE STATION, AT A ROAD CROSSING,
 NM0756'54 FEET WEST OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE
 NM0756'NORTH RAIL, AND 11 FEET SOUTHWEST OF THE FIRST POLE WEST OF THE
 NM0756'CROSSING.  A STANDARD DISK, STAMPED X 151 1934 AND SET IN THE
 NM0756'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NM0756
 NM0756                          STATION RECOVERY (1967)
 NM0756
 NM0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0756'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0240 ***********************************************************************
 QR0240  DESIGNATION -  X 16
 QR0240  PID         -  QR0240
 QR0240  STATE/COUNTY-  SD/EDMUNDS
 QR0240  COUNTRY     -  US
 QR0240  USGS QUAD   -  LOYALTON (2017)
 QR0240
 QR0240                         *CURRENT SURVEY CONTROL
 QR0240  ______________________________________________________________________
 QR0240* NAD 83(1986) POSITION- 45 16 52.     (N) 099 16 40.     (W)   SCALED
 QR0240* NAVD 88 ORTHO HEIGHT -   512.262 (meters)     1680.65  (feet) ADJUSTED
 QR0240  ______________________________________________________________________
 QR0240  GEOID HEIGHT    -        -23.275 (meters)                     GEOID18
 QR0240  DYNAMIC HEIGHT  -        512.205 (meters)     1680.46  (feet) COMP
 QR0240  MODELED GRAVITY -    980,490.0   (mgal)                       NAVD 88
 QR0240
 QR0240  VERT ORDER      -  FIRST     CLASS II
 QR0240
 QR0240.The horizontal coordinates were scaled from a map and have
 QR0240.an estimated accuracy of +/- 6 seconds.
 QR0240
 QR0240.The orthometric height was determined by differential leveling and
 QR0240.adjusted by the NATIONAL GEODETIC SURVEY
 QR0240.in June 1991.
 QR0240
 QR0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0240.GEOID18 height accuracy estimate available here.
 QR0240
 QR0240.Click photographs - Photos may exist for this station.
 QR0240
 QR0240.The dynamic height is computed by dividing the NAVD 88
 QR0240.geopotential number by the normal gravity value computed on the
 QR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0240.degrees latitude (g = 980.6199 gals.).
 QR0240
 QR0240.The modeled gravity was interpolated from observed gravity values.
 QR0240
 QR0240;                    North         East    Units  Estimated Accuracy
 QR0240;SPC SD N     -   161,140.      656,660.      MT  (+/- 180 meters Scaled)
 QR0240
 QR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR782142(NAD 83)
 QR0240
 QR0240                          SUPERSEDED SURVEY CONTROL
 QR0240
 QR0240  NGVD 29 (??/??/92)  511.903  (m)         1679.47   (f) ADJ UNCH    1 2
 QR0240
 QR0240.Superseded values are not recommended for survey control.
 QR0240
 QR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0240.See file dsdata.pdf to determine how the superseded data were derived.
 QR0240
 QR0240_MARKER: DB = BENCH MARK DISK
 QR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0240_STAMPING: 1679.468 X 16 1926
 QR0240_MARK LOGO: CGS
 QR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0240+STABILITY: SURFACE MOTION
 QR0240
 QR0240  HISTORY     - Date     Condition        Report By
 QR0240  HISTORY     - 1926     MONUMENTED       CGS
 QR0240  HISTORY     - 1934     GOOD             CGS
 QR0240  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0240
 QR0240                          STATION DESCRIPTION
 QR0240
 QR0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0240'AT LOYALTON.
 QR0240'AT LOYALTON, EDMUNDS COUNTY, ABOUT 0.5 MILE SOUTHEAST OF THE
 QR0240'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT
 QR0240'THE FIRST ROAD CROSSING SOUTH OF THE TOWN, 53 FEET NORTHWEST OF
 QR0240'THE FIRST POLE WEST OF THE CROSSING, 49 FEET SOUTHWEST OF THE
 QR0240'CENTER LINE OF THE TRACK, IN LINE WITH A ROW OF POLES, AND IN
 QR0240'THE WEST RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 QR0240'1679.468 X 16 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QR0240'ABOUT 2 INCHES ABOVE GROUND.
 QR0240
 QR0240                          STATION RECOVERY (1974)
 QR0240
 QR0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0342 ***********************************************************************
 QR0342  DESIGNATION -  X 17
 QR0342  PID         -  QR0342
 QR0342  STATE/COUNTY-  SD/MCPHERSON
 QR0342  COUNTRY     -  US
 QR0342  USGS QUAD   -  EUREKA EAST (2017)
 QR0342
 QR0342                         *CURRENT SURVEY CONTROL
 QR0342  ______________________________________________________________________
 QR0342* NAD 83(1986) POSITION- 45 46 20.     (N) 099 37 13.     (W)   SCALED
 QR0342* NAVD 88 ORTHO HEIGHT -   574.896 (meters)     1886.14  (feet) ADJUSTED
 QR0342  ______________________________________________________________________
 QR0342  GEOID HEIGHT    -        -22.757 (meters)                     GEOID18
 QR0342  DYNAMIC HEIGHT  -        574.848 (meters)     1885.98  (feet) COMP
 QR0342  MODELED GRAVITY -    980,514.0   (mgal)                       NAVD 88
 QR0342
 QR0342  VERT ORDER      -  FIRST     CLASS II
 QR0342
 QR0342.The horizontal coordinates were scaled from a map and have
 QR0342.an estimated accuracy of +/- 6 seconds.
 QR0342
 QR0342.The orthometric height was determined by differential leveling and
 QR0342.adjusted by the NATIONAL GEODETIC SURVEY
 QR0342.in June 1991.
 QR0342
 QR0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0342.GEOID18 height accuracy estimate available here.
 QR0342
 QR0342.Click photographs - Photos may exist for this station.
 QR0342
 QR0342.The dynamic height is computed by dividing the NAVD 88
 QR0342.geopotential number by the normal gravity value computed on the
 QR0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0342.degrees latitude (g = 980.6199 gals.).
 QR0342
 QR0342.The modeled gravity was interpolated from observed gravity values.
 QR0342
 QR0342;                    North         East    Units  Estimated Accuracy
 QR0342;SPC SD N     -   215,530.      629,540.      MT  (+/- 180 meters Scaled)
 QR0342
 QR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR517689(NAD 83)
 QR0342
 QR0342                          SUPERSEDED SURVEY CONTROL
 QR0342
 QR0342  NGVD 29 (??/??/92)  574.493  (m)         1884.82   (f) ADJ UNCH    1 2
 QR0342
 QR0342.Superseded values are not recommended for survey control.
 QR0342
 QR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0342.See file dsdata.pdf to determine how the superseded data were derived.
 QR0342
 QR0342_MARKER: DB = BENCH MARK DISK
 QR0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0342_STAMPING: 1884.816 X 17 1927
 QR0342_MARK LOGO: CGS
 QR0342_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0342+STABILITY: SURFACE MOTION
 QR0342
 QR0342  HISTORY     - Date     Condition        Report By
 QR0342  HISTORY     - 1927     MONUMENTED       CGS
 QR0342  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0342
 QR0342                          STATION DESCRIPTION
 QR0342
 QR0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0342'AT EUREKA.
 QR0342'AT EUREKA, MC PHERSON COUNTY, ON THE CHICAGO, MILWAUKEE ST.
 QR0342'PAUL AND PACIFIC RAILROAD, 150 FEET NORTH OF THE STATION, AT THE
 QR0342'STOCKYARD, 48.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 QR0342'STOCKYARD SCALES, 43.1 FEET EAST OF THE EAST RAIL OF THE MAIN
 QR0342'TRACK, AND 0.8 FOOT WEST OF A WHITE WOODEN WITNESS POST.  A
 QR0342'STANDARD DISK, STAMPED 1884.816 X 17 1927 AND SET IN THE TOP
 QR0342'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 QR0342
 QR0342                          STATION RECOVERY (1974)
 QR0342
 QR0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1598 ***********************************************************************
 PU1598  DESIGNATION -  X 176
 PU1598  PID         -  PU1598
 PU1598  STATE/COUNTY-  SD/LAWRENCE
 PU1598  COUNTRY     -  US
 PU1598  USGS QUAD   -  SPEARFISH (2017)
 PU1598
 PU1598                         *CURRENT SURVEY CONTROL
 PU1598  ______________________________________________________________________
 PU1598* NAD 83(1986) POSITION- 44 27 18.     (N) 103 51 52.     (W)   SCALED
 PU1598* NAVD 88 ORTHO HEIGHT -  1173.188 (meters)     3849.03  (feet) ADJUSTED
 PU1598  ______________________________________________________________________
 PU1598  GEOID HEIGHT    -        -14.252 (meters)                     GEOID18
 PU1598  DYNAMIC HEIGHT  -       1172.740 (meters)     3847.56  (feet) COMP
 PU1598  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 PU1598
 PU1598  VERT ORDER      -  SECOND    CLASS 0
 PU1598
 PU1598.The horizontal coordinates were scaled from a map and have
 PU1598.an estimated accuracy of +/- 6 seconds.
 PU1598
 PU1598.The orthometric height was determined by differential leveling and
 PU1598.adjusted by the NATIONAL GEODETIC SURVEY
 PU1598.in June 1991.
 PU1598
 PU1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1598.GEOID18 height accuracy estimate available here.
 PU1598
 PU1598.Click photographs - Photos may exist for this station.
 PU1598
 PU1598.The dynamic height is computed by dividing the NAVD 88
 PU1598.geopotential number by the normal gravity value computed on the
 PU1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1598.degrees latitude (g = 980.6199 gals.).
 PU1598
 PU1598.The modeled gravity was interpolated from observed gravity values.
 PU1598
 PU1598;                    North         East    Units  Estimated Accuracy
 PU1598;SPC SD N     -    76,420.      292,550.      MT  (+/- 180 meters Scaled)
 PU1598
 PU1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK903230(NAD 83)
 PU1598
 PU1598                          SUPERSEDED SURVEY CONTROL
 PU1598
 PU1598.No superseded survey control is available for this station.
 PU1598
 PU1598_MARKER: DB = BENCH MARK DISK
 PU1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1598_STAMPING: X 176 1934
 PU1598_MARK LOGO: CGS
 PU1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1598+STABILITY: SURFACE MOTION
 PU1598
 PU1598  HISTORY     - Date     Condition        Report By
 PU1598  HISTORY     - 1934     MONUMENTED       CGS
 PU1598  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU1598
 PU1598                          STATION DESCRIPTION
 PU1598
 PU1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1598'3 MI SW FROM SPEARFISH.
 PU1598'3.0 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE ABANDONED
 PU1598'RAILROAD STATION AT SPEARFISH, LAWRENCE COUNTY, 250 FEET SOUTH
 PU1598'OF THE ABANDONED RAILROAD BED AND 40 FEET NORTH OF AN OLD HIGHWAY
 PU1598'LEADING THROUGH SPEARFISH CANYON.  A STANDARD DISK, STAMPED X 176
 PU1598'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1633 ***********************************************************************
 PU1633  DESIGNATION -  X 177
 PU1633  PID         -  PU1633
 PU1633  STATE/COUNTY-  SD/PENNINGTON
 PU1633  COUNTRY     -  US
 PU1633  USGS QUAD   -  ROCHFORD (2017)
 PU1633
 PU1633                         *CURRENT SURVEY CONTROL
 PU1633  ______________________________________________________________________
 PU1633* NAD 83(1986) POSITION- 44 00 02.85   (N) 103 38 38.10   (W)   HD_HELD1
 PU1633* NAVD 88 ORTHO HEIGHT -  1719.165 (meters)     5640.29  (feet) ADJUSTED
 PU1633  ______________________________________________________________________
 PU1633  GEOID HEIGHT    -        -13.319 (meters)                     GEOID18
 PU1633  DYNAMIC HEIGHT  -       1718.382 (meters)     5637.72  (feet) COMP
 PU1633  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 PU1633
 PU1633  VERT ORDER      -  SECOND    CLASS 0
 PU1633
 PU1633.The horizontal coordinates were determined by differentially corrected
 PU1633.hand held GPS observations or other comparable positioning techniques
 PU1633.and have an estimated accuracy of +/- 3 meters.
 PU1633
 PU1633.The orthometric height was determined by differential leveling and
 PU1633.adjusted by the NATIONAL GEODETIC SURVEY
 PU1633.in June 1991.
 PU1633
 PU1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1633.GEOID18 height accuracy estimate available here.
 PU1633
 PU1633.Click photographs - Photos may exist for this station.
 PU1633
 PU1633.The dynamic height is computed by dividing the NAVD 88
 PU1633.geopotential number by the normal gravity value computed on the
 PU1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1633.degrees latitude (g = 980.6199 gals.).
 PU1633
 PU1633.The modeled gravity was interpolated from observed gravity values.
 PU1633
 PU1633;                    North         East    Units  Estimated Accuracy
 PU1633;SPC SD S     -   190,533.7     334,563.4     MT  (+/- 3 meters HH1 GPS) 
 PU1633
 PU1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0872172854(NAD 83)
 PU1633
 PU1633                          SUPERSEDED SURVEY CONTROL
 PU1633
 PU1633  NGVD 29 (??/??/92) 1718.518  (m)         5638.17   (f) ADJ UNCH    2 0
 PU1633
 PU1633.Superseded values are not recommended for survey control.
 PU1633
 PU1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1633.See file dsdata.pdf to determine how the superseded data were derived.
 PU1633
 PU1633_MARKER: DB = BENCH MARK DISK
 PU1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1633_STAMPING: X 177 1934
 PU1633_MARK LOGO: CGS
 PU1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1633+STABILITY: SURFACE MOTION
 PU1633
 PU1633  HISTORY     - Date     Condition        Report By
 PU1633  HISTORY     - 1934     MONUMENTED       CGS
 PU1633
 PU1633                          STATION DESCRIPTION
 PU1633
 PU1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1633'6.8 MI S FROM MYSTIC.
 PU1633'6.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PU1633'FROM THE POST OFFICE AT MYSTIC, PENNINGTON COUNTY, ABOUT 0.2 MILE
 PU1633'SOUTH OF THE STATION SIGN AT REDFERN, ABOUT 1 1/2 RAILS SOUTHEAST
 PU1633'OF MILEPOST 68, 68 FEET SOUTHWEST OF THE SOUTHWEST MAIN TRACK,
 PU1633'25.6 FEET WEST OF THE WEST CORNER OF BUNKHOUSE 3, AND 2.6 FEET
 PU1633'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PU1633'X 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0356 ***********************************************************************
 OS0356  DESIGNATION -  X 18
 OS0356  PID         -  OS0356
 OS0356  STATE/COUNTY-  SD/BENNETT
 OS0356  COUNTRY     -  US
 OS0356  USGS QUAD   -  DEADMANS LAKE (2017)
 OS0356
 OS0356                         *CURRENT SURVEY CONTROL
 OS0356  ______________________________________________________________________
 OS0356* NAD 83(1986) POSITION- 43 12 02.     (N) 101 31 22.     (W)   SCALED
 OS0356* NAVD 88 ORTHO HEIGHT -   919.377 (meters)     3016.32  (feet) ADJUSTED
 OS0356  ______________________________________________________________________
 OS0356  GEOID HEIGHT    -        -20.317 (meters)                     GEOID18
 OS0356  DYNAMIC HEIGHT  -        919.001 (meters)     3015.09  (feet) COMP
 OS0356  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 OS0356
 OS0356  VERT ORDER      -  SECOND    CLASS 0
 OS0356
 OS0356.The horizontal coordinates were scaled from a map and have
 OS0356.an estimated accuracy of +/- 6 seconds.
 OS0356
 OS0356.The orthometric height was determined by differential leveling and
 OS0356.adjusted by the NATIONAL GEODETIC SURVEY
 OS0356.in June 1991.
 OS0356
 OS0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0356.GEOID18 height accuracy estimate available here.
 OS0356
 OS0356.Click photographs - Photos may exist for this station.
 OS0356
 OS0356.The dynamic height is computed by dividing the NAVD 88
 OS0356.geopotential number by the normal gravity value computed on the
 OS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0356.degrees latitude (g = 980.6199 gals.).
 OS0356
 OS0356.The modeled gravity was interpolated from observed gravity values.
 OS0356
 OS0356;                    North         East    Units  Estimated Accuracy
 OS0356;SPC SD S     -    97,030.      503,340.      MT  (+/- 180 meters Scaled)
 OS0356
 OS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN950861(NAD 83)
 OS0356
 OS0356                          SUPERSEDED SURVEY CONTROL
 OS0356
 OS0356  NGVD 29 (??/??/92)  918.931  (m)         3014.86   (f) ADJ UNCH    2 0
 OS0356
 OS0356.Superseded values are not recommended for survey control.
 OS0356
 OS0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0356.See file dsdata.pdf to determine how the superseded data were derived.
 OS0356
 OS0356_MARKER: DB = BENCH MARK DISK
 OS0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0356_STAMPING: X 18 1934
 OS0356_MARK LOGO: CGS
 OS0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0356+STABILITY: SURFACE MOTION
 OS0356
 OS0356  HISTORY     - Date     Condition        Report By
 OS0356  HISTORY     - 1934     MONUMENTED       CGS
 OS0356  HISTORY     - 1938     GOOD             CGS
 OS0356
 OS0356                          STATION DESCRIPTION
 OS0356
 OS0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0356'5 MI S FROM PATRICIA.
 OS0356'5.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0356'COUNTY, 1 MILE WEST AND 0.5 MILE SOUTH ALONG A SECTION-LINE
 OS0356'ROAD, 1.5 MILES SOUTHWEST OF THE JUNCTION WITH U.S. HIGHWAY 18,
 OS0356'43 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 14 FEET SOUTH
 OS0356'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED X 18 1934
 OS0356'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1524 ***********************************************************************
 PU1524  DESIGNATION -  X 182
 PU1524  PID         -  PU1524
 PU1524  STATE/COUNTY-  SD/PENNINGTON
 PU1524  COUNTRY     -  US
 PU1524  USGS QUAD   -  PACTOLA DAM (2017)
 PU1524
 PU1524                         *CURRENT SURVEY CONTROL
 PU1524  ______________________________________________________________________
 PU1524* NAD 83(1986) POSITION- 44 04 28.     (N) 103 29 55.     (W)   SCALED
 PU1524* NAVD 88 ORTHO HEIGHT -  1355.159 (meters)     4446.05  (feet) ADJUSTED
 PU1524  ______________________________________________________________________
 PU1524  GEOID HEIGHT    -        -14.153 (meters)                     GEOID18
 PU1524  DYNAMIC HEIGHT  -       1354.613 (meters)     4444.26  (feet) COMP
 PU1524  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 PU1524
 PU1524  VERT ORDER      -  SECOND    CLASS 0
 PU1524
 PU1524.The horizontal coordinates were scaled from a map and have
 PU1524.an estimated accuracy of +/- 6 seconds.
 PU1524
 PU1524.The orthometric height was determined by differential leveling and
 PU1524.adjusted by the NATIONAL GEODETIC SURVEY
 PU1524.in June 1991.
 PU1524
 PU1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1524.GEOID18 height accuracy estimate available here.
 PU1524
 PU1524.Click photographs - Photos may exist for this station.
 PU1524
 PU1524.The dynamic height is computed by dividing the NAVD 88
 PU1524.geopotential number by the normal gravity value computed on the
 PU1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1524.degrees latitude (g = 980.6199 gals.).
 PU1524
 PU1524.The modeled gravity was interpolated from observed gravity values.
 PU1524
 PU1524;                    North         East    Units  Estimated Accuracy
 PU1524;SPC SD S     -   198,260.      346,520.      MT  (+/- 180 meters Scaled)
 PU1524
 PU1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ202812(NAD 83)
 PU1524
 PU1524                          SUPERSEDED SURVEY CONTROL
 PU1524
 PU1524  NGVD 29 (??/??/92) 1354.586  (m)         4444.17   (f) ADJ UNCH    2 0
 PU1524
 PU1524.Superseded values are not recommended for survey control.
 PU1524
 PU1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1524.See file dsdata.pdf to determine how the superseded data were derived.
 PU1524
 PU1524_MARKER: DB = BENCH MARK DISK
 PU1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1524_STAMPING: X 182 1934
 PU1524_MARK LOGO: CGS
 PU1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1524+STABILITY: SURFACE MOTION
 PU1524
 PU1524  HISTORY     - Date     Condition        Report By
 PU1524  HISTORY     - 1934     MONUMENTED       CGS
 PU1524
 PU1524                          STATION DESCRIPTION
 PU1524
 PU1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1524'AT PACTOLA SIDING.
 PU1524'AT PACTOLA SIDING ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1524'RAILROAD, 22.7 MILES WEST OF RAPID CITY BY RAIL, IN LINE WITH
 PU1524'THE SOUTHEAST SIDE OF LOG CABIN WHICH WAS FORMERLY OCCUPIED
 PU1524'BY A STORE, 56.5 FEET EAST OF THE EAST RAIL, 144 FEET EAST OF
 PU1524'THE SOUTHEAST CORNER OF LOG CABIN, 1.0 FOOT WEST OF RIGHT OF
 PU1524'WAY FENCE.  A STANDARD DISK, STAMPED X 182 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2087 ***********************************************************************
 PU2087  DESIGNATION -  X 183
 PU2087  PID         -  PU2087
 PU2087  STATE/COUNTY-  SD/LAWRENCE
 PU2087  COUNTRY     -  US
 PU2087  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2087
 PU2087                         *CURRENT SURVEY CONTROL
 PU2087  ______________________________________________________________________
 PU2087* NAD 83(1986) POSITION- 44 31 33.     (N) 103 56 27.     (W)   SCALED
 PU2087* NAVD 88 ORTHO HEIGHT -  1129.227 (meters)     3704.81  (feet) ADJUSTED
 PU2087  ______________________________________________________________________
 PU2087  GEOID HEIGHT    -        -14.600 (meters)                     GEOID18
 PU2087  DYNAMIC HEIGHT  -       1128.845 (meters)     3703.55  (feet) COMP
 PU2087  MODELED GRAVITY -    980,240.7   (mgal)                       NAVD 88
 PU2087
 PU2087  VERT ORDER      -  SECOND    CLASS 0
 PU2087
 PU2087.The horizontal coordinates were scaled from a map and have
 PU2087.an estimated accuracy of +/- 6 seconds.
 PU2087
 PU2087.The orthometric height was determined by differential leveling and
 PU2087.adjusted by the NATIONAL GEODETIC SURVEY
 PU2087.in June 1991.
 PU2087
 PU2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2087.GEOID18 height accuracy estimate available here.
 PU2087
 PU2087.Click photographs - Photos may exist for this station.
 PU2087
 PU2087.The dynamic height is computed by dividing the NAVD 88
 PU2087.geopotential number by the normal gravity value computed on the
 PU2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2087.degrees latitude (g = 980.6199 gals.).
 PU2087
 PU2087.The modeled gravity was interpolated from observed gravity values.
 PU2087
 PU2087;                    North         East    Units  Estimated Accuracy
 PU2087;SPC SD N     -    84,580.      286,860.      MT  (+/- 180 meters Scaled)
 PU2087
 PU2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK841308(NAD 83)
 PU2087
 PU2087                          SUPERSEDED SURVEY CONTROL
 PU2087
 PU2087  NGVD 29 (??/??/92) 1128.68   (m)         3703.0    (f) COMPUTED    2 0
 PU2087
 PU2087.Superseded values are not recommended for survey control.
 PU2087
 PU2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2087.See file dsdata.pdf to determine how the superseded data were derived.
 PU2087
 PU2087_MARKER: DB = BENCH MARK DISK
 PU2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2087_STAMPING: X 183 1934
 PU2087_MARK LOGO: CGS
 PU2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2087+STABILITY: SURFACE MOTION
 PU2087
 PU2087  HISTORY     - Date     Condition        Report By
 PU2087  HISTORY     - 1934     MONUMENTED       CGS
 PU2087
 PU2087                          STATION DESCRIPTION
 PU2087
 PU2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU2087'5.4 MI W FROM SPEARFISH.
 PU2087'ALONG U.S. HIGHWAY 16, BETWEEN SPEARFISH, SOUTH DAKOTA, AND
 PU2087'BEULAH, WYOMING, AT THE TOP OF A HILL WHERE A DIRT ROAD TAKES
 PU2087'OFF THE HIGHWAY TO THE WEST, 54 FEET WEST OF THE CENTERLINE
 PU2087'OF THE HIGHWAY, AND 57 FEET NORTH OF THE CENTERLINE OF THE SIDE
 PU2087'ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2089 ***********************************************************************
 PU2089  DESIGNATION -  X 183 RESET
 PU2089  PID         -  PU2089
 PU2089  STATE/COUNTY-  SD/LAWRENCE
 PU2089  COUNTRY     -  US
 PU2089  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2089
 PU2089                         *CURRENT SURVEY CONTROL
 PU2089  ______________________________________________________________________
 PU2089* NAD 83(1986) POSITION- 44 31 33.     (N) 103 56 27.     (W)   SCALED
 PU2089* NAVD 88 ORTHO HEIGHT -  1126.20  (meters)     3694.9   (feet) RESET
 PU2089  ______________________________________________________________________
 PU2089  GEOID HEIGHT    -        -14.600 (meters)                     GEOID18
 PU2089  VERT ORDER      -  THIRD
 PU2089
 PU2089.The horizontal coordinates were scaled from a map and have
 PU2089.an estimated accuracy of +/- 6 seconds.
 PU2089
 PU2089.The orthometric height was computed from unverified reset data.
 PU2089
 PU2089.No vertical observational check was made to the station.
 PU2089
 PU2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2089.GEOID18 height accuracy estimate available here.
 PU2089
 PU2089.Click photographs - Photos may exist for this station.
 PU2089
 PU2089;                    North         East    Units  Estimated Accuracy
 PU2089;SPC SD N     -    84,580.      286,860.      MT  (+/- 180 meters Scaled)
 PU2089
 PU2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK841308(NAD 83)
 PU2089
 PU2089                          SUPERSEDED SURVEY CONTROL
 PU2089
 PU2089  NGVD 29 (04/17/07) 1125.64   (m)         3693.0    (f) RESET       3  
 PU2089
 PU2089.Superseded values are not recommended for survey control.
 PU2089
 PU2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2089.See file dsdata.pdf to determine how the superseded data were derived.
 PU2089
 PU2089_MARKER: DV = VERTICAL CONTROL DISK
 PU2089_STAMPING: X 183 RESET 1973
 PU2089_MARK LOGO: NGS
 PU2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU2089
 PU2089  HISTORY     - Date     Condition        Report By
 PU2089  HISTORY     - 1973     MONUMENTED       SDDT
 PU2089  HISTORY     - 1974     GOOD             NGS
 PU2089
 PU2089                          STATION DESCRIPTION
 PU2089
 PU2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PU2089'16.3 MI NW FROM SPEARFISH.
 PU2089'ABOUT 2 MILES NORTH ALONG OLD U.S. HIGHWAY 85 FROM THE POST
 PU2089'OFFICE AT SPEARFISH TO THE JUNCTION OF U.S. HIGHWAY 14, THENCE
 PU2089'14.3 MILE WEST ALONG U.S. HIGHWAY 14, 615.0 FEET NORTH OF THE
 PU2089'QUARTER CORNERS CROSSING OF THE TANGENT LINE AT STATION
 PU2089'334 + 68.57 ON PROJECT I 90-1 (32)0 AND 128.0 FEET EAST OF
 PU2089'THE 1/4 LINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0247 ***********************************************************************
 QQ0247  DESIGNATION -  X 19
 QQ0247  PID         -  QQ0247
 QQ0247  STATE/COUNTY-  SD/DAY
 QQ0247  COUNTRY     -  US
 QQ0247  USGS QUAD   -  BRISTOL WEST (2017)
 QQ0247
 QQ0247                         *CURRENT SURVEY CONTROL
 QQ0247  ______________________________________________________________________
 QQ0247* NAD 83(1986) POSITION- 45 20 58.     (N) 097 45 13.     (W)   SCALED
 QQ0247* NAVD 88 ORTHO HEIGHT -   543.291 (meters)     1782.45  (feet) ADJUSTED
 QQ0247  ______________________________________________________________________
 QQ0247  GEOID HEIGHT    -        -24.885 (meters)                     GEOID18
 QQ0247  DYNAMIC HEIGHT  -        543.228 (meters)     1782.24  (feet) COMP
 QQ0247  MODELED GRAVITY -    980,484.8   (mgal)                       NAVD 88
 QQ0247
 QQ0247  VERT ORDER      -  FIRST     CLASS II
 QQ0247
 QQ0247.The horizontal coordinates were scaled from a map and have
 QQ0247.an estimated accuracy of +/- 6 seconds.
 QQ0247
 QQ0247.The orthometric height was determined by differential leveling and
 QQ0247.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0247.in June 1991.
 QQ0247
 QQ0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0247.GEOID18 height accuracy estimate available here.
 QQ0247
 QQ0247.Click photographs - Photos may exist for this station.
 QQ0247
 QQ0247.The dynamic height is computed by dividing the NAVD 88
 QQ0247.geopotential number by the normal gravity value computed on the
 QQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0247.degrees latitude (g = 980.6199 gals.).
 QQ0247
 QQ0247.The modeled gravity was interpolated from observed gravity values.
 QQ0247
 QQ0247;                    North         East    Units  Estimated Accuracy
 QQ0247;SPC SD N     -   170,920.      776,010.      MT  (+/- 180 meters Scaled)
 QQ0247
 QQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR976225(NAD 83)
 QQ0247
 QQ0247                          SUPERSEDED SURVEY CONTROL
 QQ0247
 QQ0247  NGVD 29 (??/??/92)  542.996  (m)         1781.48   (f) ADJ UNCH    1 2
 QQ0247
 QQ0247.Superseded values are not recommended for survey control.
 QQ0247
 QQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0247.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0247
 QQ0247_MARKER: DB = BENCH MARK DISK
 QQ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0247_STAMPING: 1781.479 X 19 1931
 QQ0247_MARK LOGO: CGS
 QQ0247_PROJECTION: FLUSH
 QQ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0247+STABILITY: SURFACE MOTION
 QQ0247
 QQ0247  HISTORY     - Date     Condition        Report By
 QQ0247  HISTORY     - 1931     MONUMENTED       CGS
 QQ0247  HISTORY     - 1957     MARK NOT FOUND   USGS
 QQ0247  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0247
 QQ0247                          STATION DESCRIPTION
 QQ0247
 QQ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QQ0247'0.2 MI W FROM BRISTOL.
 QQ0247'0.2 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QQ0247'RAILROAD FROM BRISTOL, DAY COUNTY, 1,100 FEET WEST OF THE WEST
 QQ0247'END OF THE STATION, 51.5 FEET SOUTH OF THE CENTER LINE OF THE
 QQ0247'SOUTH TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 QQ0247'1781.479 X 19 1931 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QQ0247'WITH THE GROUND.
 QQ0247
 QQ0247                          STATION RECOVERY (1957)
 QQ0247
 QQ0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 QQ0247'MARK NOT FOUND.
 QQ0247
 QQ0247                          STATION RECOVERY (1997)
 QQ0247
 QQ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0247'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0305 ***********************************************************************
 OQ0305  DESIGNATION -  X 2
 OQ0305  PID         -  OQ0305
 OQ0305  STATE/COUNTY-  SD/MINNEHAHA
 OQ0305  COUNTRY     -  US
 OQ0305  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0305
 OQ0305                         *CURRENT SURVEY CONTROL
 OQ0305  ______________________________________________________________________
 OQ0305* NAD 83(1986) POSITION- 43 49 23.     (N) 096 42 34.     (W)   SCALED
 OQ0305* NAVD 88 ORTHO HEIGHT -   456.322 (meters)     1497.12  (feet) ADJUSTED
 OQ0305  ______________________________________________________________________
 OQ0305  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 OQ0305  DYNAMIC HEIGHT  -        456.215 (meters)     1496.77  (feet) COMP
 OQ0305  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 OQ0305
 OQ0305  VERT ORDER      -  FIRST     CLASS II
 OQ0305
 OQ0305.The horizontal coordinates were scaled from a map and have
 OQ0305.an estimated accuracy of +/- 6 seconds.
 OQ0305
 OQ0305.The orthometric height was determined by differential leveling and
 OQ0305.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0305.in June 1991.
 OQ0305
 OQ0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0305.GEOID18 height accuracy estimate available here.
 OQ0305
 OQ0305.Click photographs - Photos may exist for this station.
 OQ0305
 OQ0305.The dynamic height is computed by dividing the NAVD 88
 OQ0305.geopotential number by the normal gravity value computed on the
 OQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0305.degrees latitude (g = 980.6199 gals.).
 OQ0305
 OQ0305.The modeled gravity was interpolated from observed gravity values.
 OQ0305
 OQ0305;                    North         East    Units  Estimated Accuracy
 OQ0305;SPC SD S     -   171,850.      891,400.      MT  (+/- 180 meters Scaled)
 OQ0305
 OQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP841547(NAD 83)
 OQ0305
 OQ0305                          SUPERSEDED SURVEY CONTROL
 OQ0305
 OQ0305  NGVD 29 (??/??/92)  456.048  (m)         1496.22   (f) ADJ UNCH    1 2
 OQ0305
 OQ0305.Superseded values are not recommended for survey control.
 OQ0305
 OQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0305.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0305
 OQ0305_MARKER: Q = CHISELED SQUARE
 OQ0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0305_SP_SET: BANK FOUNDATION
 OQ0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0305
 OQ0305  HISTORY     - Date     Condition        Report By
 OQ0305  HISTORY     - 1905     MONUMENTED       CGS
 OQ0305  HISTORY     - 1965     GOOD             CGS
 OQ0305
 OQ0305                          STATION DESCRIPTION
 OQ0305
 OQ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OQ0305'AT DELL RAPIDS.
 OQ0305'AT DELL RAPIDS, MINNEHAHA COUNTY, AT THE NORTHWEST NATIONAL
 OQ0305'BANK, AN OUTLINED SQUARE CUT INTO THE STONE FOUNDATION, 6.5 FT.
 OQ0305'SOUTHWEST OF THE CENTER OF THE MAIN DOORWAY, 0.7 FT. WEST OF THE
 OQ0305'STONEWORK, 1 INCH NORTHEAST OF THE SOUTHEAST EDGE OF THE STONE,
 OQ0305'2 INCHES SOUTHEAST OF THE NORTHEAST EDGE, ABOUT 3 FT. LOWER THAN
 OQ0305'THE MAIN DOORWAY, AND 2.5 INCHES ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0830 ***********************************************************************
 PT0830  DESIGNATION -  X 20
 PT0830  PID         -  PT0830
 PT0830  STATE/COUNTY-  SD/ZIEBACH
 PT0830  COUNTRY     -  US
 PT0830  USGS QUAD   -  SEARS DAM (2017)
 PT0830
 PT0830                         *CURRENT SURVEY CONTROL
 PT0830  ______________________________________________________________________
 PT0830* NAD 83(1986) POSITION- 44 51 40.     (N) 101 37 23.     (W)   SCALED
 PT0830* NAVD 88 ORTHO HEIGHT -   734.424 (meters)     2409.52  (feet) ADJUSTED
 PT0830  ______________________________________________________________________
 PT0830  GEOID HEIGHT    -        -20.736 (meters)                     GEOID18
 PT0830  DYNAMIC HEIGHT  -        734.267 (meters)     2409.01  (feet) COMP
 PT0830  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 PT0830
 PT0830  VERT ORDER      -  FIRST     CLASS II
 PT0830
 PT0830.The horizontal coordinates were scaled from a map and have
 PT0830.an estimated accuracy of +/- 6 seconds.
 PT0830
 PT0830.The orthometric height was determined by differential leveling and
 PT0830.adjusted by the NATIONAL GEODETIC SURVEY
 PT0830.in June 1991.
 PT0830
 PT0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0830.GEOID18 height accuracy estimate available here.
 PT0830
 PT0830.Click photographs - Photos may exist for this station.
 PT0830
 PT0830.The dynamic height is computed by dividing the NAVD 88
 PT0830.geopotential number by the normal gravity value computed on the
 PT0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0830.degrees latitude (g = 980.6199 gals.).
 PT0830
 PT0830.The modeled gravity was interpolated from observed gravity values.
 PT0830
 PT0830;                    North         East    Units  Estimated Accuracy
 PT0830;SPC SD N     -   115,500.      471,730.      MT  (+/- 180 meters Scaled)
 PT0830
 PT0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ927708(NAD 83)
 PT0830
 PT0830                          SUPERSEDED SURVEY CONTROL
 PT0830
 PT0830  NGVD 29 (??/??/92)  733.972  (m)         2408.04   (f) ADJ UNCH    1 2
 PT0830
 PT0830.Superseded values are not recommended for survey control.
 PT0830
 PT0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0830.See file dsdata.pdf to determine how the superseded data were derived.
 PT0830
 PT0830_MARKER: DB = BENCH MARK DISK
 PT0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0830_STAMPING: X 20 1933
 PT0830_MARK LOGO: CGS
 PT0830_PROJECTION: PROJECTING 20 CENTIMETERS
 PT0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0830+STABILITY: SURFACE MOTION
 PT0830
 PT0830  HISTORY     - Date     Condition        Report By
 PT0830  HISTORY     - 1933     MONUMENTED       CGS
 PT0830  HISTORY     - 1934     GOOD             CGS
 PT0830
 PT0830                          STATION DESCRIPTION
 PT0830
 PT0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0830'13.6 MI S FROM DUPREE.
 PT0830'13.6 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0830'COUNTY, ABOUT 400 FEET SOUTH OF A DRY WASH, 95 FEET WEST OF A
 PT0830'LINE OF POLES, AND 62 FEET WEST OF THE CENTER LINE OF THE ROAD.
 PT0830'A STANDARD DISK, STAMPED X 20 1933 AND SET IN THE TOP OF A
 PT0830'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 PT0830
 PT0830                          STATION RECOVERY (1934)
 PT0830
 PT0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0114 ***********************************************************************
 QR0114  DESIGNATION -  X 20
 QR0114  PID         -  QR0114
 QR0114  STATE/COUNTY-  SD/EDMUNDS
 QR0114  COUNTRY     -  US
 QR0114  USGS QUAD   -  MINA (2017)
 QR0114
 QR0114                         *CURRENT SURVEY CONTROL
 QR0114  ______________________________________________________________________
 QR0114* NAD 83(1986) POSITION- 45 26 25.     (N) 098 48 14.     (W)   SCALED
 QR0114* NAVD 88 ORTHO HEIGHT -   444.257 (meters)     1457.53  (feet) ADJUSTED
 QR0114  ______________________________________________________________________
 QR0114  GEOID HEIGHT    -        -23.897 (meters)                     GEOID18
 QR0114  DYNAMIC HEIGHT  -        444.225 (meters)     1457.43  (feet) COMP
 QR0114  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 QR0114
 QR0114  VERT ORDER      -  FIRST     CLASS II
 QR0114
 QR0114.The horizontal coordinates were scaled from a map and have
 QR0114.an estimated accuracy of +/- 6 seconds.
 QR0114
 QR0114.The orthometric height was determined by differential leveling and
 QR0114.adjusted by the NATIONAL GEODETIC SURVEY
 QR0114.in June 1991.
 QR0114
 QR0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0114.GEOID18 height accuracy estimate available here.
 QR0114
 QR0114.Click photographs - Photos may exist for this station.
 QR0114
 QR0114.The dynamic height is computed by dividing the NAVD 88
 QR0114.geopotential number by the normal gravity value computed on the
 QR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0114.degrees latitude (g = 980.6199 gals.).
 QR0114
 QR0114.The modeled gravity was interpolated from observed gravity values.
 QR0114
 QR0114;                    North         East    Units  Estimated Accuracy
 QR0114;SPC SD N     -   179,260.      693,580.      MT  (+/- 180 meters Scaled)
 QR0114
 QR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR153318(NAD 83)
 QR0114
 QR0114                          SUPERSEDED SURVEY CONTROL
 QR0114
 QR0114  NGVD 29 (??/??/92)  443.936  (m)         1456.48   (f) ADJ UNCH    1 2
 QR0114
 QR0114.Superseded values are not recommended for survey control.
 QR0114
 QR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0114.See file dsdata.pdf to determine how the superseded data were derived.
 QR0114
 QR0114_MARKER: DB = BENCH MARK DISK
 QR0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0114_STAMPING: X 20 1931
 QR0114_MARK LOGO: CGS
 QR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0114+STABILITY: SURFACE MOTION
 QR0114
 QR0114  HISTORY     - Date     Condition        Report By
 QR0114  HISTORY     - 1931     MONUMENTED       CGS
 QR0114  HISTORY     - 1941     GOOD             CGS
 QR0114
 QR0114                          STATION DESCRIPTION
 QR0114
 QR0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0114'2.5 MI W FROM MINA.
 QR0114'2.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0114'PACIFIC RAILROAD FROM MINA, EDMUNDS COUNTY, AT A ROAD CROSSING,
 QR0114'42 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 40 FEET WEST
 QR0114'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK STAMPED X 20
 QR0114'1931 AND SET IN THE TOP OF A CONCRETE POST.
 QR0114
 QR0114                          STATION RECOVERY (1941)
 QR0114
 QR0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QR0114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0496 ***********************************************************************
 PT0496  DESIGNATION -  X 21
 PT0496  PID         -  PT0496
 PT0496  STATE/COUNTY-  SD/HAAKON
 PT0496  COUNTRY     -  US
 PT0496  USGS QUAD   -  ELBON (2017)
 PT0496
 PT0496                         *CURRENT SURVEY CONTROL
 PT0496  ______________________________________________________________________
 PT0496* NAD 83(1986) POSITION- 44 21 35.     (N) 101 40 41.     (W)   SCALED
 PT0496* NAVD 88 ORTHO HEIGHT -   707.731 (meters)     2321.95  (feet) ADJUSTED
 PT0496  ______________________________________________________________________
 PT0496  GEOID HEIGHT    -        -20.952 (meters)                     GEOID18
 PT0496  DYNAMIC HEIGHT  -        707.540 (meters)     2321.32  (feet) COMP
 PT0496  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 PT0496
 PT0496  VERT ORDER      -  FIRST     CLASS II
 PT0496
 PT0496.The horizontal coordinates were scaled from a map and have
 PT0496.an estimated accuracy of +/- 6 seconds.
 PT0496
 PT0496.The orthometric height was determined by differential leveling and
 PT0496.adjusted by the NATIONAL GEODETIC SURVEY
 PT0496.in June 1991.
 PT0496
 PT0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0496.GEOID18 height accuracy estimate available here.
 PT0496
 PT0496.Click photographs - Photos may exist for this station.
 PT0496
 PT0496.The dynamic height is computed by dividing the NAVD 88
 PT0496.geopotential number by the normal gravity value computed on the
 PT0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0496.degrees latitude (g = 980.6199 gals.).
 PT0496
 PT0496.The modeled gravity was interpolated from observed gravity values.
 PT0496
 PT0496;                    North         East    Units  Estimated Accuracy
 PT0496;SPC SD S     -   225,990.      492,800.      MT  (+/- 180 meters Scaled)
 PT0496
 PT0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ865153(NAD 83)
 PT0496
 PT0496                          SUPERSEDED SURVEY CONTROL
 PT0496
 PT0496  NGVD 29 (??/??/92)  707.261  (m)         2320.41   (f) ADJ UNCH    1 2
 PT0496
 PT0496.Superseded values are not recommended for survey control.
 PT0496
 PT0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0496.See file dsdata.pdf to determine how the superseded data were derived.
 PT0496
 PT0496_MARKER: DB = BENCH MARK DISK
 PT0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0496_SP_SET: BRIDGE
 PT0496_STAMPING: X 21 1933
 PT0496_MARK LOGO: CGS
 PT0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0496
 PT0496  HISTORY     - Date     Condition        Report By
 PT0496  HISTORY     - 1933     MONUMENTED       CGS
 PT0496  HISTORY     - 1962     GOOD             CGS
 PT0496
 PT0496                          STATION DESCRIPTION
 PT0496
 PT0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0496'6.9 MI S FROM MILESVILLE.
 PT0496'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0496'LUTHERAN HOUR AT MILESVILLE, THENCE 2.9 MILES SOUTH ALONG STATE
 PT0496'HIGHWAY 73, 13 FEET WEST OF THE CENTERLINE OF HIGHWAY, AND SET
 PT0496'IN THE NORTHWEST CONCRETE WINGWALL OF A BRIDGE OVER PLUM CREEK.
 PT0496'THE WINGWALL PROJECTS ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0363 ***********************************************************************
 OS0363  DESIGNATION -  X 22
 OS0363  PID         -  OS0363
 OS0363  STATE/COUNTY-  SD/BENNETT
 OS0363  COUNTRY     -  US
 OS0363  USGS QUAD   -  PATRICIA (2017)
 OS0363
 OS0363                         *CURRENT SURVEY CONTROL
 OS0363  ______________________________________________________________________
 OS0363* NAD 83(1996) POSITION- 43 18 27.30858(N) 101 31 25.95503(W)   ADJUSTED
 OS0363* NAVD 88 ORTHO HEIGHT -   937.531 (meters)     3075.88  (feet) ADJUSTED
 OS0363  ______________________________________________________________________
 OS0363  GEOID HEIGHT    -        -20.564 (meters)                     GEOID18
 OS0363  LAPLACE CORR    -         -6.37  (seconds)                    DEFLEC18
 OS0363  DYNAMIC HEIGHT  -        937.155 (meters)     3074.65  (feet) COMP
 OS0363  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 OS0363
 OS0363  HORZ ORDER      -  SECOND
 OS0363  VERT ORDER      -  SECOND    CLASS 0
 OS0363
 OS0363.The horizontal coordinates were established by classical geodetic methods
 OS0363.and adjusted by the National Geodetic Survey in January 1998.
 OS0363
 OS0363.The orthometric height was determined by differential leveling and
 OS0363.adjusted by the NATIONAL GEODETIC SURVEY
 OS0363.in June 1991.
 OS0363
 OS0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0363.GEOID18 height accuracy estimate available here.
 OS0363
 OS0363.Click photographs - Photos may exist for this station.
 OS0363
 OS0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0363
 OS0363.The dynamic height is computed by dividing the NAVD 88
 OS0363.geopotential number by the normal gravity value computed on the
 OS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0363.degrees latitude (g = 980.6199 gals.).
 OS0363
 OS0363.The modeled gravity was interpolated from observed gravity values.
 OS0363
 OS0363. The following values were computed from the NAD 83(1996) position.
 OS0363
 OS0363;                    North         East     Units Scale Factor Converg.
 OS0363;SPC SD S     -   108,922.802   503,418.497   MT  0.99992150   -0 49 16.7
 OS0363;SPC SD S     -   357,357.56  1,651,632.19   sFT  0.99992150   -0 49 16.7
 OS0363;UTM  14      - 4,798,065.958   295,308.098   MT  1.00011543   -1 43 54.3
 OS0363
 OS0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0363!SPC SD S     -   0.99985622  x   0.99992150  =   0.99977774
 OS0363!UTM  14      -   0.99985622  x   1.00011543  =   0.99997164
 OS0363
 OS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9530898065(NAD 83)
 OS0363
 OS0363                          SUPERSEDED SURVEY CONTROL
 OS0363
 OS0363  NAD 83(1995)-  43 18 27.30853(N)    101 31 25.95482(W) AD(       ) 2
 OS0363  NAD 83(1986)-  43 18 27.30079(N)    101 31 25.96599(W) AD(       ) 2
 OS0363  NAD 27      -  43 18 27.32000(N)    101 31 24.42100(W) AD(       ) 2
 OS0363  NGVD 29 (??/??/92)  937.081  (m)         3074.41   (f) ADJ UNCH    2 0
 OS0363  NGVD 29             937.08   (m)         3074.4    (f) LEVELING    3  
 OS0363
 OS0363.Superseded values are not recommended for survey control.
 OS0363
 OS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0363.See file dsdata.pdf to determine how the superseded data were derived.
 OS0363
 OS0363_MARKER: DB = BENCH MARK DISK
 OS0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0363_STAMPING: X 22 1934
 OS0363_MARK LOGO: CGS
 OS0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0363+STABILITY: SURFACE MOTION
 OS0363
 OS0363  HISTORY     - Date     Condition        Report By
 OS0363  HISTORY     - 1934     MONUMENTED       CGS
 OS0363  HISTORY     - 1938     MARK NOT FOUND   CGS
 OS0363  HISTORY     - 1967     MARK NOT FOUND   USGS
 OS0363
 OS0363                          STATION DESCRIPTION
 OS0363
 OS0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0363'1.9 MI N FROM PATRICIA.
 OS0363'1.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0363'COUNTY, AT THE SUMMIT OF A HILL, AND 53 FEET WEST OF THE
 OS0363'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 22 1934
 OS0363'AND SET IN THE TOP OF A CONCRETE POST.
 OS0363
 OS0363                          STATION RECOVERY (1967)
 OS0363
 OS0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OS0363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1721 ***********************************************************************
 PU1721  DESIGNATION -  X 24
 PU1721  PID         -  PU1721
 PU1721  STATE/COUNTY-  SD/LAWRENCE
 PU1721  COUNTRY     -  US
 PU1721  USGS QUAD   -  SAINT ONGE (2017)
 PU1721
 PU1721                         *CURRENT SURVEY CONTROL
 PU1721  ______________________________________________________________________
 PU1721* NAD 83(1986) POSITION- 44 32 22.     (N) 103 42 48.     (W)   SCALED
 PU1721* NAVD 88 ORTHO HEIGHT -  1052.514 (meters)     3453.12  (feet) ADJUSTED
 PU1721  ______________________________________________________________________
 PU1721  GEOID HEIGHT    -        -15.135 (meters)                     GEOID18
 PU1721  DYNAMIC HEIGHT  -       1052.189 (meters)     3452.06  (feet) COMP
 PU1721  MODELED GRAVITY -    980,272.8   (mgal)                       NAVD 88
 PU1721
 PU1721  VERT ORDER      -  FIRST     CLASS II
 PU1721
 PU1721.The horizontal coordinates were scaled from a map and have
 PU1721.an estimated accuracy of +/- 6 seconds.
 PU1721
 PU1721.The orthometric height was determined by differential leveling and
 PU1721.adjusted by the NATIONAL GEODETIC SURVEY
 PU1721.in June 1991.
 PU1721
 PU1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1721.GEOID18 height accuracy estimate available here.
 PU1721
 PU1721.Click photographs - Photos may exist for this station.
 PU1721
 PU1721.The dynamic height is computed by dividing the NAVD 88
 PU1721.geopotential number by the normal gravity value computed on the
 PU1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1721.degrees latitude (g = 980.6199 gals.).
 PU1721
 PU1721.The modeled gravity was interpolated from observed gravity values.
 PU1721
 PU1721;                    North         East    Units  Estimated Accuracy
 PU1721;SPC SD N     -    85,230.      304,990.      MT  (+/- 180 meters Scaled)
 PU1721
 PU1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK022325(NAD 83)
 PU1721
 PU1721                          SUPERSEDED SURVEY CONTROL
 PU1721
 PU1721  NGVD 29 (??/??/92) 1052.000  (m)         3451.44   (f) ADJ UNCH    1 2
 PU1721
 PU1721.Superseded values are not recommended for survey control.
 PU1721
 PU1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1721.See file dsdata.pdf to determine how the superseded data were derived.
 PU1721
 PU1721_MARKER: DB = BENCH MARK DISK
 PU1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1721_STAMPING: X 24 1934
 PU1721_MARK LOGO: CGS
 PU1721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PU1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1721+STABILITY: SURFACE MOTION
 PU1721
 PU1721  HISTORY     - Date     Condition        Report By
 PU1721  HISTORY     - 1934     MONUMENTED       CGS
 PU1721  HISTORY     - 1962     GOOD             CGS
 PU1721  HISTORY     - 1984     GOOD             NGS
 PU1721  HISTORY     - 19840225 GOOD             NGS
 PU1721
 PU1721                          STATION DESCRIPTION
 PU1721
 PU1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1721'0.7 MI SE FROM ST ONGE.
 PU1721'ABOUT 0.7 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1721'RAILWAY FROM THE POST OFFICE AT ST. ONGE, IN SECTION 26, T 7 N,
 PU1721'R 3 E, 11 POLES NORTHWEST OF A ROAD CROSSING, 121 FEET EAST
 PU1721'AND ACROSS THE TRACK FROM MILE POST 142, 50 FEET NORTHEAST OF
 PU1721'THE NORTHEAST RAIL, 5 FEET EAST OF A FENCE CORNER, 2 1/2 FEET
 PU1721'NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A FENCE, 2.6 FEET
 PU1721'NORTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL
 PU1721'OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1721'4-INCHES.
 PU1721
 PU1721                          STATION RECOVERY (1984)
 PU1721
 PU1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PU1721'RECOVERED IN GOOD CONDITION.
 PU1721
 PU1721                          STATION RECOVERY (1984)
 PU1721
 PU1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PU1721'THE STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF ST ONGE,
 PU1721'ALONG THE NORTHEAST SIDE OF HIGHWAY 34 AND THE CHICAGO AND
 PU1721'NORTHWESTERN RAILROAD TRACK.  TO REACH THE STATION FROM THE
 PU1721'INTERSECTION OF AMIN STREET AND HIGHWAY 34 IN ST. ONGE, GO SOUTHEAST
 PU1721'ON HIGHWAY 34 FOR 1.1 KM (0.70 MI) TO THE MARK ON THE LEFT.  THE
 PU1721'STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED X 24 SET INTO
 PU1721'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 15 CM (6 INCHES). IT
 PU1721'IS 15.2 M (49.9 FT) NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACK,
 PU1721'1.5 M (4.9 FT) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0289 ***********************************************************************
 QT0289  DESIGNATION -  X 25
 QT0289  PID         -  QT0289
 QT0289  STATE/COUNTY-  SD/BUTTE
 QT0289  COUNTRY     -  US
 QT0289  USGS QUAD   -  ALKALI CREEK EAST (2017)
 QT0289
 QT0289                         *CURRENT SURVEY CONTROL
 QT0289  ______________________________________________________________________
 QT0289* NAD 83(1986) POSITION- 45 10 05.     (N) 103 44 16.     (W)   SCALED
 QT0289* NAVD 88 ORTHO HEIGHT -   960.354 (meters)     3150.76  (feet) ADJUSTED
 QT0289  ______________________________________________________________________
 QT0289  GEOID HEIGHT    -        -16.099 (meters)                     GEOID18
 QT0289  DYNAMIC HEIGHT  -        960.131 (meters)     3150.03  (feet) COMP
 QT0289  MODELED GRAVITY -    980,351.6   (mgal)                       NAVD 88
 QT0289
 QT0289  VERT ORDER      -  FIRST     CLASS II
 QT0289
 QT0289.The horizontal coordinates were scaled from a map and have
 QT0289.an estimated accuracy of +/- 6 seconds.
 QT0289
 QT0289.The orthometric height was determined by differential leveling and
 QT0289.adjusted by the NATIONAL GEODETIC SURVEY
 QT0289.in June 1991.
 QT0289
 QT0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0289.GEOID18 height accuracy estimate available here.
 QT0289
 QT0289.Click photographs - Photos may exist for this station.
 QT0289
 QT0289.The dynamic height is computed by dividing the NAVD 88
 QT0289.geopotential number by the normal gravity value computed on the
 QT0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0289.degrees latitude (g = 980.6199 gals.).
 QT0289
 QT0289.The modeled gravity was interpolated from observed gravity values.
 QT0289
 QT0289;                    North         East    Units  Estimated Accuracy
 QT0289;SPC SD N     -   155,100.      306,270.      MT  (+/- 180 meters Scaled)
 QT0289
 QT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL991023(NAD 83)
 QT0289
 QT0289                          SUPERSEDED SURVEY CONTROL
 QT0289
 QT0289  NGVD 29 (??/??/92)  959.863  (m)         3149.15   (f) ADJ UNCH    1 2
 QT0289
 QT0289.Superseded values are not recommended for survey control.
 QT0289
 QT0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0289.See file dsdata.pdf to determine how the superseded data were derived.
 QT0289
 QT0289_MARKER: DB = BENCH MARK DISK
 QT0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0289_STAMPING: X 25 1934
 QT0289_MARK LOGO: CGS
 QT0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0289+STABILITY: SURFACE MOTION
 QT0289
 QT0289  HISTORY     - Date     Condition        Report By
 QT0289  HISTORY     - 1934     MONUMENTED       CGS
 QT0289  HISTORY     - 1953     GOOD             CGS
 QT0289
 QT0289                          STATION DESCRIPTION
 QT0289
 QT0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0289'36.2 MI N FROM BELLE FOURCHE.
 QT0289'36.2 MILES N OF AND ALONG U.S. HWY 85 70 FT S OF CENTER OF
 QT0289'HIGHWAY, 75 YARDS SE OF SMALL IRON CULVERT.  A STANDARD DISK
 QT0289'STAMPED X 25 1934 AND SET ON TOP OF A CONCRETE POST.
 QT0289
 QT0289                          STATION RECOVERY (1953)
 QT0289
 QT0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QT0289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0227 ***********************************************************************
 QT0227  DESIGNATION -  X 26
 QT0227  PID         -  QT0227
 QT0227  STATE/COUNTY-  SD/HARDING
 QT0227  COUNTRY     -  US
 QT0227  USGS QUAD   -  LUDLOW (2017)
 QT0227
 QT0227                         *CURRENT SURVEY CONTROL
 QT0227  ______________________________________________________________________
 QT0227* NAD 83(1986) POSITION- 45 46 42.     (N) 103 24 46.     (W)   SCALED
 QT0227* NAVD 88 ORTHO HEIGHT -   920.674 (meters)     3020.58  (feet) ADJUSTED
 QT0227  ______________________________________________________________________
 QT0227  GEOID HEIGHT    -        -15.864 (meters)                     GEOID18
 QT0227  DYNAMIC HEIGHT  -        920.554 (meters)     3020.18  (feet) COMP
 QT0227  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 QT0227
 QT0227  VERT ORDER      -  FIRST     CLASS II
 QT0227
 QT0227.The horizontal coordinates were scaled from a map and have
 QT0227.an estimated accuracy of +/- 6 seconds.
 QT0227
 QT0227.The orthometric height was determined by differential leveling and
 QT0227.adjusted by the NATIONAL GEODETIC SURVEY
 QT0227.in June 1991.
 QT0227
 QT0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0227.GEOID18 height accuracy estimate available here.
 QT0227
 QT0227.Click photographs - Photos may exist for this station.
 QT0227
 QT0227.The dynamic height is computed by dividing the NAVD 88
 QT0227.geopotential number by the normal gravity value computed on the
 QT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0227.degrees latitude (g = 980.6199 gals.).
 QT0227
 QT0227.The modeled gravity was interpolated from observed gravity values.
 QT0227
 QT0227;                    North         East    Units  Estimated Accuracy
 QT0227;SPC SD N     -   221,740.      334,660.      MT  (+/- 180 meters Scaled)
 QT0227
 QT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL233706(NAD 83)
 QT0227
 QT0227                          SUPERSEDED SURVEY CONTROL
 QT0227
 QT0227  NGVD 29 (??/??/92)  920.183  (m)         3018.97   (f) ADJ UNCH    1 2
 QT0227
 QT0227.Superseded values are not recommended for survey control.
 QT0227
 QT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0227.See file dsdata.pdf to determine how the superseded data were derived.
 QT0227
 QT0227_MARKER: DB = BENCH MARK DISK
 QT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0227_STAMPING: X 26 1934
 QT0227_MARK LOGO: CGS
 QT0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0227+STABILITY: SURFACE MOTION
 QT0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0227+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0227
 QT0227  HISTORY     - Date     Condition        Report By
 QT0227  HISTORY     - 1934     MONUMENTED       CGS
 QT0227  HISTORY     - 1961     GOOD             CGS
 QT0227  HISTORY     - 19980928 GOOD             NGS
 QT0227
 QT0227                          STATION DESCRIPTION
 QT0227
 QT0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QT0227'4.4 MI S FROM LUDLOW.
 QT0227'4.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM LUDLOW, HARDING COUNTY,
 QT0227'69 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN A FENCE
 QT0227'CORNER, 2 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 15 FEET
 QT0227'EAST OF THE LINE OF THE NORTHWEST-AND-SOUTHEAST FENCE.  A STANDARD
 QT0227'DISK, STAMPED X 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0227
 QT0227                          STATION RECOVERY (1998)
 QT0227
 QT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0227'6.1 KM (3.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 QT0227'IN LUDLOW, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A TRACK ROAD, THENCE
 QT0227'1.0 KM (0.60 MI) SOUTHWESTERLY ALONG AN OLD HIGHWAY GRADE, 20.7 M
 QT0227'(67.9 FT) NORTHWEST OF THE GRADE CENTER, 6.0 M (19.7 FT) SOUTHWEST OF
 QT0227'THE WEST END OF 3 BRACED FENCE POSTS, 4.8 M (15.7 FT) NORTHWEST OF A
 QT0227'WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE GRADE,
 QT0227'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QT0227'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LEX BURGHDUFF, HC 63, BOX
 QT0227'22, LUDLOW, SD 57755.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0088 ***********************************************************************
 QS0088  DESIGNATION -  X 27
 QS0088  PID         -  QS0088
 QS0088  STATE/COUNTY-  SD/WALWORTH
 QS0088  COUNTRY     -  US
 QS0088  USGS QUAD   -  SELBY (2017)
 QS0088
 QS0088                         *CURRENT SURVEY CONTROL
 QS0088  ______________________________________________________________________
 QS0088* NAD 83(1986) POSITION- 45 30 11.     (N) 100 04 11.     (W)   SCALED
 QS0088* NAVD 88 ORTHO HEIGHT -   559.835 (meters)     1836.73  (feet) ADJUSTED
 QS0088  ______________________________________________________________________
 QS0088  GEOID HEIGHT    -        -22.262 (meters)                     GEOID18
 QS0088  DYNAMIC HEIGHT  -        559.778 (meters)     1836.54  (feet) COMP
 QS0088  MODELED GRAVITY -    980,496.9   (mgal)                       NAVD 88
 QS0088
 QS0088  VERT ORDER      -  FIRST     CLASS II
 QS0088
 QS0088.The horizontal coordinates were scaled from a map and have
 QS0088.an estimated accuracy of +/- 6 seconds.
 QS0088
 QS0088.The orthometric height was determined by differential leveling and
 QS0088.adjusted by the NATIONAL GEODETIC SURVEY
 QS0088.in June 1991.
 QS0088
 QS0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0088.GEOID18 height accuracy estimate available here.
 QS0088
 QS0088.Click photographs - Photos may exist for this station.
 QS0088
 QS0088.The dynamic height is computed by dividing the NAVD 88
 QS0088.geopotential number by the normal gravity value computed on the
 QS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0088.degrees latitude (g = 980.6199 gals.).
 QS0088
 QS0088.The modeled gravity was interpolated from observed gravity values.
 QS0088
 QS0088;                    North         East    Units  Estimated Accuracy
 QS0088;SPC SD N     -   185,550.      594,550.      MT  (+/- 180 meters Scaled)
 QS0088
 QS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR164393(NAD 83)
 QS0088
 QS0088                          SUPERSEDED SURVEY CONTROL
 QS0088
 QS0088  NGVD 29 (??/??/92)  559.465  (m)         1835.51   (f) ADJ UNCH    1 2
 QS0088
 QS0088.Superseded values are not recommended for survey control.
 QS0088
 QS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0088.See file dsdata.pdf to determine how the superseded data were derived.
 QS0088
 QS0088_MARKER: DB = BENCH MARK DISK
 QS0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0088_STAMPING: X 27 1934
 QS0088_MARK LOGO: CGS
 QS0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0088+STABILITY: SURFACE MOTION
 QS0088
 QS0088  HISTORY     - Date     Condition        Report By
 QS0088  HISTORY     - 1934     MONUMENTED       CGS
 QS0088  HISTORY     - 1939     GOOD             CGS
 QS0088
 QS0088                          STATION DESCRIPTION
 QS0088
 QS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 QS0088'2 MI SW FROM SELBY.
 QS0088'2.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0088'PACIFIC RAILROAD FROM SELBY, WALWORTH COUNTY, 15 FEET WEST OF
 QS0088'MILEPOST 79, 43.7 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 QS0088'15 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  SEC. 6, T 123 N,
 QS0088'R 76 W, SE, 1/4 NW, 1/4.  A STANDARD DISK STAMPED X 27 1934 AND
 QS0088'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0250 ***********************************************************************
 QS0250  DESIGNATION -  X 28
 QS0250  PID         -  QS0250
 QS0250  STATE/COUNTY-  SD/CORSON
 QS0250  COUNTRY     -  US
 QS0250  USGS QUAD   -  TRAIL CITY (2017)
 QS0250
 QS0250                         *CURRENT SURVEY CONTROL
 QS0250  ______________________________________________________________________
 QS0250* NAD 83(1986) POSITION- 45 28 22.     (N) 100 43 17.     (W)   SCALED
 QS0250* NAVD 88 ORTHO HEIGHT -   650.024 (meters)     2132.62  (feet) ADJUSTED
 QS0250  ______________________________________________________________________
 QS0250  GEOID HEIGHT    -        -21.450 (meters)                     GEOID18
 QS0250  DYNAMIC HEIGHT  -        649.948 (meters)     2132.37  (feet) COMP
 QS0250  MODELED GRAVITY -    980,478.0   (mgal)                       NAVD 88
 QS0250
 QS0250  VERT ORDER      -  FIRST     CLASS II
 QS0250
 QS0250.The horizontal coordinates were scaled from a map and have
 QS0250.an estimated accuracy of +/- 6 seconds.
 QS0250
 QS0250.The orthometric height was determined by differential leveling and
 QS0250.adjusted by the NATIONAL GEODETIC SURVEY
 QS0250.in April 2000.
 QS0250
 QS0250.No vertical observational check was made to the station.
 QS0250
 QS0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0250.GEOID18 height accuracy estimate available here.
 QS0250
 QS0250.Click photographs - Photos may exist for this station.
 QS0250
 QS0250.The dynamic height is computed by dividing the NAVD 88
 QS0250.geopotential number by the normal gravity value computed on the
 QS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0250.degrees latitude (g = 980.6199 gals.).
 QS0250
 QS0250.The modeled gravity was interpolated from observed gravity values.
 QS0250
 QS0250;                    North         East    Units  Estimated Accuracy
 QS0250;SPC SD N     -   182,430.      543,590.      MT  (+/- 180 meters Scaled)
 QS0250
 QS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR654369(NAD 83)
 QS0250
 QS0250                          SUPERSEDED SURVEY CONTROL
 QS0250
 QS0250  NAVD 88 (06/15/91)  650.012  (m)         2132.58   (f) SUPERSEDED  1 2
 QS0250  NGVD 29 (??/??/92)  649.603  (m)         2131.24   (f) ADJ UNCH    1 2
 QS0250
 QS0250.Superseded values are not recommended for survey control.
 QS0250
 QS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0250.See file dsdata.pdf to determine how the superseded data were derived.
 QS0250
 QS0250_MARKER: DB = BENCH MARK DISK
 QS0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0250_STAMPING: X 28 1934
 QS0250_MARK LOGO: CGS
 QS0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0250+STABILITY: SURFACE MOTION
 QS0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0250+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0250
 QS0250  HISTORY     - Date     Condition        Report By
 QS0250  HISTORY     - 1934     MONUMENTED       CGS
 QS0250  HISTORY     - 1940     GOOD             CGS
 QS0250  HISTORY     - 19990623 GOOD             NGS
 QS0250
 QS0250                          STATION DESCRIPTION
 QS0250
 QS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0250'0.4 MI NE FROM TRAIL CITY.
 QS0250'0.4 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0250'PACIFIC RAILROAD FROM TRAIL CITY, DEWEY COUNTY, ABOUT 83 YARDS
 QS0250'SOUTH OF THE SWITCH STAND AT THE JUNCTION OF THE BRANCH LEADING
 QS0250'TO ISABEL WITH THE BRANCH LEADING TO FAITH, ABOUT 70 FEET EAST OF
 QS0250'THE CENTER LINE OF THE BRANCH LEADING TO ISABEL, AND 46 FEET
 QS0250'EAST OF THE BRANCH LEADING TO FAITH.  A STANDARD DISK, STAMPED
 QS0250'X 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0250
 QS0250                          STATION RECOVERY (1940)
 QS0250
 QS0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 QS0250'RECOVERED IN GOOD CONDITION.
 QS0250
 QS0250                          STATION RECOVERY (1999)
 QS0250
 QS0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0250'0.5 KM (0.30 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0250'IN TRAIL CITY, 878.0 M (2880.6 FT) EAST OF MILEPOST 180, 89.0 M (292.0
 QS0250'FT) NORTH OF THE HIGHWAY CENTERLINE, 36.1 M (118.4 FT) NORTHWEST OF
 QS0250'THE NORTHWEST CORNER OF A BARN, 24.4 M (80.1 FT) EAST OF A FENCE, 21.3
 QS0250'M (69.9 FT) NORTH OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW
 QS0250'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 QS0250'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 QS0250'DAVE KELLERS, BOX 153, TRAIL CITY, SD 57657.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0215 ***********************************************************************
 QT0215  DESIGNATION -  X 29
 QT0215  PID         -  QT0215
 QT0215  STATE/COUNTY-  SD/PERKINS
 QT0215  COUNTRY     -  US
 QT0215  USGS QUAD   -  WHITE HILL (2017)
 QT0215
 QT0215                         *CURRENT SURVEY CONTROL
 QT0215  ______________________________________________________________________
 QT0215* NAD 83(1986) POSITION- 45 31 53.     (N) 102 57 04.     (W)   SCALED
 QT0215* NAVD 88 ORTHO HEIGHT -   897.645 (meters)     2945.02  (feet) ADJUSTED
 QT0215  ______________________________________________________________________
 QT0215  GEOID HEIGHT    -        -17.022 (meters)                     GEOID18
 QT0215  DYNAMIC HEIGHT  -        897.497 (meters)     2944.54  (feet) COMP
 QT0215  MODELED GRAVITY -    980,420.1   (mgal)                       NAVD 88
 QT0215
 QT0215  VERT ORDER      -  FIRST     CLASS II
 QT0215
 QT0215.The horizontal coordinates were scaled from a map and have
 QT0215.an estimated accuracy of +/- 6 seconds.
 QT0215
 QT0215.The orthometric height was determined by differential leveling and
 QT0215.adjusted by the NATIONAL GEODETIC SURVEY
 QT0215.in June 1991.
 QT0215
 QT0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0215.GEOID18 height accuracy estimate available here.
 QT0215
 QT0215.Click photographs - Photos may exist for this station.
 QT0215
 QT0215.The dynamic height is computed by dividing the NAVD 88
 QT0215.geopotential number by the normal gravity value computed on the
 QT0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0215.degrees latitude (g = 980.6199 gals.).
 QT0215
 QT0215.The modeled gravity was interpolated from observed gravity values.
 QT0215
 QT0215;                    North         East    Units  Estimated Accuracy
 QT0215;SPC SD N     -   192,900.      369,530.      MT  (+/- 180 meters Scaled)
 QT0215
 QT0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL599440(NAD 83)
 QT0215
 QT0215                          SUPERSEDED SURVEY CONTROL
 QT0215
 QT0215  NGVD 29 (??/??/92)  897.175  (m)         2943.48   (f) ADJ UNCH    1 2
 QT0215
 QT0215.Superseded values are not recommended for survey control.
 QT0215
 QT0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0215.See file dsdata.pdf to determine how the superseded data were derived.
 QT0215
 QT0215_MARKER: DB = BENCH MARK DISK
 QT0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0215_STAMPING: X 29 1934
 QT0215_MARK LOGO: CGS
 QT0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0215+STABILITY: SURFACE MOTION
 QT0215
 QT0215  HISTORY     - Date     Condition        Report By
 QT0215  HISTORY     - 1934     MONUMENTED       CGS
 QT0215  HISTORY     - 1953     GOOD             CGS
 QT0215  HISTORY     - 1980     MARK NOT FOUND   USGS
 QT0215  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0215
 QT0215                          STATION DESCRIPTION
 QT0215
 QT0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QT0215'6.6 MI E FROM REVA.
 QT0215'6.6 MILES EAST ALONG STATE HIGHWAY 8 FROM REVA, HARDING COUNTY,
 QT0215'ABOUT 27 YARDS EAST OF THE PERKINS-HARDING COUNTY LINE, AT A
 QT0215'ROAD CROSSING, 28 FEET WEST OF THE CROSS ROAD, 52 FEET SOUTH OF
 QT0215'THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF THE EAST-AND-WEST
 QT0215'FENCE, AND 6 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 QT0215'DISK, STAMPED X 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0215
 QT0215                          STATION RECOVERY (1980)
 QT0215
 QT0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QT0215'HIGHWAY CONSTRUCTION IN AREA. STATE HIGHWAY 8, REFERRED TO IN THE
 QT0215'ORIGINAL DESCRIPTION, IS NOW STATE HIGHWAY 20.
 QT0215
 QT0215                          STATION RECOVERY (1999)
 QT0215
 QT0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0215'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 QT0215'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0187 ***********************************************************************
 QS0187  DESIGNATION -  X 294
 QS0187  PID         -  QS0187
 QS0187  STATE/COUNTY-  SD/WALWORTH
 QS0187  COUNTRY     -  US
 QS0187  USGS QUAD   -  AKASKA NE (2017)
 QS0187
 QS0187                         *CURRENT SURVEY CONTROL
 QS0187  ______________________________________________________________________
 QS0187* NAD 83(1986) POSITION- 45 29 21.     (N) 100 02 17.     (W)   SCALED
 QS0187* NAVD 88 ORTHO HEIGHT -   588.470 (meters)     1930.67  (feet) ADJUSTED
 QS0187  ______________________________________________________________________
 QS0187  GEOID HEIGHT    -        -22.284 (meters)                     GEOID18
 QS0187  DYNAMIC HEIGHT  -        588.409 (meters)     1930.47  (feet) COMP
 QS0187  MODELED GRAVITY -    980,492.8   (mgal)                       NAVD 88
 QS0187
 QS0187  VERT ORDER      -  SECOND    CLASS 0
 QS0187
 QS0187.The horizontal coordinates were scaled from a map and have
 QS0187.an estimated accuracy of +/- 6 seconds.
 QS0187
 QS0187.The orthometric height was determined by differential leveling and
 QS0187.adjusted by the NATIONAL GEODETIC SURVEY
 QS0187.in June 1991.
 QS0187
 QS0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0187.GEOID18 height accuracy estimate available here.
 QS0187
 QS0187.Click photographs - Photos may exist for this station.
 QS0187
 QS0187.The dynamic height is computed by dividing the NAVD 88
 QS0187.geopotential number by the normal gravity value computed on the
 QS0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0187.degrees latitude (g = 980.6199 gals.).
 QS0187
 QS0187.The modeled gravity was interpolated from observed gravity values.
 QS0187
 QS0187;                    North         East    Units  Estimated Accuracy
 QS0187;SPC SD N     -   184,010.      597,030.      MT  (+/- 180 meters Scaled)
 QS0187
 QS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188378(NAD 83)
 QS0187
 QS0187                          SUPERSEDED SURVEY CONTROL
 QS0187
 QS0187  NGVD 29 (??/??/92)  588.095  (m)         1929.44   (f) ADJ UNCH    2 0
 QS0187
 QS0187.Superseded values are not recommended for survey control.
 QS0187
 QS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0187.See file dsdata.pdf to determine how the superseded data were derived.
 QS0187
 QS0187_MARKER: DB = BENCH MARK DISK
 QS0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0187_STAMPING: X 294 1940
 QS0187_MARK LOGO: CGS
 QS0187_PROJECTION: PROJECTING 13 CENTIMETERS
 QS0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0187+STABILITY: SURFACE MOTION
 QS0187
 QS0187  HISTORY     - Date     Condition        Report By
 QS0187  HISTORY     - 1940     MONUMENTED       CGS
 QS0187  HISTORY     - 1974     MARK NOT FOUND   USGS
 QS0187  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0187
 QS0187                          STATION DESCRIPTION
 QS0187
 QS0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0187'1.4 MI S FROM SELBY.
 QS0187'1.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0187'SELBY, WALWORTH COUNTY, 50.7 FEET WEST OF THE CENTERLINE OF THE
 QS0187'HIGHWAY, AT A FIELD ENTRANCE, 15 FEET SOUTH OF THE CENTER OF
 QS0187'THE FIELD GATE, AND 0.4 FOOT SOUTH OF A WHITE WOODEN WITNESS
 QS0187'POST.  A STANDARD DISK, STAMPED X 294 1940 AND SET IN THE TOP
 QS0187'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- FROM
 QS0187'DESCRIPTION BM WOULD NOW FALL IN ROAD DITCH.
 QS0187
 QS0187                          STATION RECOVERY (1974)
 QS0187
 QS0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QS0187'MARK NOT FOUND.
 QS0187
 QS0187                          STATION RECOVERY (1997)
 QS0187
 QS0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0187'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0321 ***********************************************************************
 PS0321  DESIGNATION -  X 295
 PS0321  PID         -  PS0321
 PS0321  STATE/COUNTY-  SD/HYDE
 PS0321  COUNTRY     -  US
 PS0321  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0321
 PS0321                         *CURRENT SURVEY CONTROL
 PS0321  ______________________________________________________________________
 PS0321* NAD 83(1996) POSITION- 44 40 42.68479(N) 099 27 06.71633(W)   ADJUSTED
 PS0321* NAVD 88 ORTHO HEIGHT -   517.104 (meters)     1696.53  (feet) ADJUSTED
 PS0321  ______________________________________________________________________
 PS0321  GEOID HEIGHT    -        -23.440 (meters)                     GEOID18
 PS0321  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 PS0321  DYNAMIC HEIGHT  -        517.021 (meters)     1696.26  (feet) COMP
 PS0321  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 PS0321
 PS0321  HORZ ORDER      -  SECOND
 PS0321  VERT ORDER      -  SECOND    CLASS 0
 PS0321
 PS0321.The horizontal coordinates were established by classical geodetic methods
 PS0321.and adjusted by the National Geodetic Survey in January 1998.
 PS0321
 PS0321.The orthometric height was determined by differential leveling and
 PS0321.adjusted by the NATIONAL GEODETIC SURVEY
 PS0321.in June 1991.
 PS0321
 PS0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0321.GEOID18 height accuracy estimate available here.
 PS0321
 PS0321.Click photographs - Photos may exist for this station.
 PS0321
 PS0321.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0321
 PS0321.The dynamic height is computed by dividing the NAVD 88
 PS0321.geopotential number by the normal gravity value computed on the
 PS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0321.degrees latitude (g = 980.6199 gals.).
 PS0321
 PS0321.The modeled gravity was interpolated from observed gravity values.
 PS0321
 PS0321. The following values were computed from the NAD 83(1996) position.
 PS0321
 PS0321;                    North         East     Units Scale Factor Converg.
 PS0321;SPC SD N     -    94,066.419   643,457.587   MT  0.99996015   +0 23 16.6
 PS0321;SPC SD N     -   308,616.24  2,111,077.10   sFT  0.99996015   +0 23 16.6
 PS0321;UTM  14      - 4,947,338.747   464,187.483   MT  0.99961577   -0 19 03.8
 PS0321
 PS0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0321!SPC SD N     -   0.99992260  x   0.99996015  =   0.99988276
 PS0321!UTM  14      -   0.99992260  x   0.99961577  =   0.99953840
 PS0321
 PS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6418747338(NAD 83)
 PS0321
 PS0321                          SUPERSEDED SURVEY CONTROL
 PS0321
 PS0321  NAD 83(1986)-  44 40 42.68160(N)    099 27 06.72341(W) AD(       ) 2
 PS0321  NAD 27      -  44 40 42.74400(N)    099 27 05.31400(W) AD(       ) 2
 PS0321  NGVD 29 (??/??/92)  516.764  (m)         1695.42   (f) ADJ UNCH    2 0
 PS0321  NGVD 29             516.76   (m)         1695.4    (f) LEVELING    3  
 PS0321
 PS0321.Superseded values are not recommended for survey control.
 PS0321
 PS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0321.See file dsdata.pdf to determine how the superseded data were derived.
 PS0321
 PS0321_MARKER: DB = BENCH MARK DISK
 PS0321_SETTING: 80 = SET IN A BOULDER
 PS0321_STAMPING: X 295 1940
 PS0321_MARK LOGO: CGS
 PS0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0321+STABILITY: SURFACE MOTION
 PS0321
 PS0321  HISTORY     - Date     Condition        Report By
 PS0321  HISTORY     - 1940     MONUMENTED       CGS
 PS0321  HISTORY     - 1940     GOOD             CGS
 PS0321  HISTORY     - 1984     MARK NOT FOUND   NGS
 PS0321  HISTORY     - 20080904 MARK NOT FOUND   GEOCAC
 PS0321
 PS0321                          STATION DESCRIPTION
 PS0321
 PS0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0321'THE STATION IS LOCATED ABOUT 10-3/4 MILES NORTH OF HIGHMORE.
 PS0321'IT IS 54 FEET EAST OF THE CENTER OF A DIRT SECTION LINE ROAD,
 PS0321'17 FEET SOUTH OF A POWER POLE, 7 FEET NORTH OF A FENCE AND
 PS0321'6 FEET NORTHEAST OF A WITNESS POST.
 PS0321'
 PS0321'REFERENCE MARK NO. 2 (BENCH MARK X 295) IS 66 FEET EAST OF
 PS0321'THE DIRT ROAD AND 1 FOOT EAST OF A WITNESS POST.  THE MARK
 PS0321'PROJECTS 4 INCHES AND THE DISK IS STAMPED X 295 1940.
 PS0321
 PS0321                          STATION RECOVERY (1940)
 PS0321
 PS0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0321'11.4 MI N FROM HIGHMORE.
 PS0321'11.4 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0321'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0321'INTERSECTION OF A SECTION-LINE ROAD, 65 FEET EAST OF THE
 PS0321'CENTERLINE OF THE SENECA ROAD, 64 FEET NORTH OF THE CENTERLINE
 PS0321'OF THE SECTION-LINE ROAD, IN THE TOP OF A GRANITE BOULDER, 1.4
 PS0321'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 INCHES
 PS0321'ABOVE THE GROUND.  A STANDARD DISK, STAMPED X 295 1940.
 PS0321
 PS0321                          STATION RECOVERY (1984)
 PS0321
 PS0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0321'MARK NOT FOUND.
 PS0321
 PS0321                          STATION RECOVERY (2008)
 PS0321
 PS0321'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 PS0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0235 ***********************************************************************
 OR0235  DESIGNATION -  X 296 RESET
 OR0235  PID         -  OR0235
 OR0235  STATE/COUNTY-  SD/CHARLES MIX
 OR0235  COUNTRY     -  US
 OR0235  USGS QUAD   -  LAKE ANDES (2017)
 OR0235
 OR0235                         *CURRENT SURVEY CONTROL
 OR0235  ______________________________________________________________________
 OR0235* NAD 83(1986) POSITION- 43 10 10.     (N) 098 36 21.     (W)   SCALED
 OR0235* NAVD 88 ORTHO HEIGHT -   512.961 (meters)     1682.94  (feet) ADJUSTED
 OR0235  ______________________________________________________________________
 OR0235  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 OR0235  DYNAMIC HEIGHT  -        512.794 (meters)     1682.39  (feet) COMP
 OR0235  MODELED GRAVITY -    980,279.4   (mgal)                       NAVD 88
 OR0235
 OR0235  VERT ORDER      -  FIRST     CLASS II
 OR0235
 OR0235.The horizontal coordinates were scaled from a map and have
 OR0235.an estimated accuracy of +/- 6 seconds.
 OR0235
 OR0235.The orthometric height was determined by differential leveling and
 OR0235.adjusted by the NATIONAL GEODETIC SURVEY
 OR0235.in June 1991.
 OR0235
 OR0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0235.GEOID18 height accuracy estimate available here.
 OR0235
 OR0235.Click photographs - Photos may exist for this station.
 OR0235
 OR0235.The dynamic height is computed by dividing the NAVD 88
 OR0235.geopotential number by the normal gravity value computed on the
 OR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0235.degrees latitude (g = 980.6199 gals.).
 OR0235
 OR0235.The modeled gravity was interpolated from observed gravity values.
 OR0235
 OR0235;                    North         East    Units  Estimated Accuracy
 OR0235;SPC SD S     -    94,350.      740,460.      MT  (+/- 180 meters Scaled)
 OR0235
 OR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN320797(NAD 83)
 OR0235
 OR0235                          SUPERSEDED SURVEY CONTROL
 OR0235
 OR0235  NGVD 29 (??/??/92)  512.646  (m)         1681.91   (f) ADJ UNCH    1 2
 OR0235
 OR0235.Superseded values are not recommended for survey control.
 OR0235
 OR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0235.See file dsdata.pdf to determine how the superseded data were derived.
 OR0235
 OR0235_MARKER: DB = BENCH MARK DISK
 OR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0235_STAMPING: X 296 RESET 1941
 OR0235_MARK LOGO: CGS
 OR0235_PROJECTION: FLUSH
 OR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0235+STABILITY: SURFACE MOTION
 OR0235
 OR0235  HISTORY     - Date     Condition        Report By
 OR0235  HISTORY     - 1941     MONUMENTED       SDHD
 OR0235  HISTORY     - 1949     GOOD             CGS
 OR0235  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0235
 OR0235                          STATION DESCRIPTION
 OR0235
 OR0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0235'3.6 MI W FROM LAKE ANDES.
 OR0235'3.6 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO. 50
 OR0235'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0235'STATION AT LAKE ANDES, IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH
 OR0235'SECTION LINE ROAD CROSSING, 50.0 FEET SOUTH OF THE CENTER LINE
 OR0235'OF THE HIGHWAY, 38.0 FEET EAST OF THE CENTER LINE OF THE SECTION
 OR0235'LINE ROAD, 23.0 FEET SOUTHEAST OF THE CENTER LINE OF THE EAST END
 OR0235'OF A CONCRETE PIPE CULVERT UNDER THE SECTION LINE ROAD, 3.8 FEET
 OR0235'EAST OF A CORNER FENCE POST, 4.5 FEET SOUTH OF A TELEPHONE POLE,
 OR0235'1.5 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A REFERENCE POST,
 OR0235'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0235
 OR0235                          STATION RECOVERY (2013)
 OR0235
 OR0235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0063 ***********************************************************************
 OS0063  DESIGNATION -  X 298
 OS0063  PID         -  OS0063
 OS0063  STATE/COUNTY-  SD/TRIPP
 OS0063  COUNTRY     -  US
 OS0063  USGS QUAD   -  WITTEN (2017)
 OS0063
 OS0063                         *CURRENT SURVEY CONTROL
 OS0063  ______________________________________________________________________
 OS0063* NAD 83(1986) POSITION- 43 26 42.     (N) 100 01 40.     (W)   SCALED
 OS0063* NAVD 88 ORTHO HEIGHT -   595.214 (meters)     1952.80  (feet) ADJUSTED
 OS0063  ______________________________________________________________________
 OS0063  GEOID HEIGHT    -        -25.226 (meters)                     GEOID18
 OS0063  DYNAMIC HEIGHT  -        595.003 (meters)     1952.11  (feet) COMP
 OS0063  MODELED GRAVITY -    980,247.9   (mgal)                       NAVD 88
 OS0063
 OS0063  VERT ORDER      -  SECOND    CLASS 0
 OS0063
 OS0063.The horizontal coordinates were scaled from a map and have
 OS0063.an estimated accuracy of +/- 6 seconds.
 OS0063
 OS0063.The orthometric height was determined by differential leveling and
 OS0063.adjusted by the NATIONAL GEODETIC SURVEY
 OS0063.in June 1991.
 OS0063
 OS0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0063.GEOID18 height accuracy estimate available here.
 OS0063
 OS0063.Click photographs - Photos may exist for this station.
 OS0063
 OS0063.The dynamic height is computed by dividing the NAVD 88
 OS0063.geopotential number by the normal gravity value computed on the
 OS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0063.degrees latitude (g = 980.6199 gals.).
 OS0063
 OS0063.The modeled gravity was interpolated from observed gravity values.
 OS0063
 OS0063;                    North         East    Units  Estimated Accuracy
 OS0063;SPC SD S     -   123,540.      624,730.      MT  (+/- 180 meters Scaled)
 OS0063
 OS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP168107(NAD 83)
 OS0063
 OS0063                          SUPERSEDED SURVEY CONTROL
 OS0063
 OS0063  NGVD 29 (??/??/92)  594.845  (m)         1951.59   (f) ADJ UNCH    2 0
 OS0063
 OS0063.Superseded values are not recommended for survey control.
 OS0063
 OS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0063.See file dsdata.pdf to determine how the superseded data were derived.
 OS0063
 OS0063_MARKER: DB = BENCH MARK DISK
 OS0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0063_SP_SET: CULVERT HEADWALL
 OS0063_STAMPING: X 298 1940
 OS0063_MARK LOGO: CGS
 OS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0063+STABILITY: SURFACE MOTION
 OS0063
 OS0063  HISTORY     - Date     Condition        Report By
 OS0063  HISTORY     - 1940     MONUMENTED       CGS
 OS0063  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0063
 OS0063                          STATION DESCRIPTION
 OS0063
 OS0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0063'13 MI NW FROM WINNER.
 OS0063'13 MILES NORTH-WEST OF THE COUNTY COURT HOUSE ALONG U.S. HY. 83
 OS0063'AT WINNER, 2.3 MILES NORTH OF THE CROSSING OF U.S. HY. 83 AND
 OS0063'THE C. AND N. W. R. R., 13 FEET EAST OF THE CENTER-LINE OF THE
 OS0063'HIGHWAY, 8 FEET SOUTH OF A WHITE MARKER STENCILED U.S.B.M.  A
 OS0063'STANDARD DISK STAMPED X-298 1940 AND SET IN THE CENTER OF THE
 OS0063'EAST HEAD-WALL OF A 3 X 7 CONCRETE CULVERT.
 OS0063
 OS0063                          STATION RECOVERY (1977)
 OS0063
 OS0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0133 ***********************************************************************
 OQ0133  DESIGNATION -  X 3
 OQ0133  PID         -  OQ0133
 OQ0133  STATE/COUNTY-  SD/LINCOLN
 OQ0133  COUNTRY     -  US
 OQ0133  USGS QUAD   -  FAIRVIEW (2017)
 OQ0133
 OQ0133                         *CURRENT SURVEY CONTROL
 OQ0133  ______________________________________________________________________
 OQ0133* NAD 83(1986) POSITION- 43 11 57.     (N) 096 28 33.     (W)   SCALED
 OQ0133* NAVD 88 ORTHO HEIGHT -   367.432 (meters)     1205.48  (feet) ADJUSTED
 OQ0133  ______________________________________________________________________
 OQ0133  GEOID HEIGHT    -        -26.385 (meters)                     GEOID18
 OQ0133  DYNAMIC HEIGHT  -        367.330 (meters)     1205.15  (feet) COMP
 OQ0133  MODELED GRAVITY -    980,332.7   (mgal)                       NAVD 88
 OQ0133
 OQ0133  VERT ORDER      -  FIRST     CLASS II
 OQ0133
 OQ0133.The horizontal coordinates were scaled from a map and have
 OQ0133.an estimated accuracy of +/- 6 seconds.
 OQ0133
 OQ0133.The orthometric height was determined by differential leveling and
 OQ0133.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0133.in June 1991.
 OQ0133
 OQ0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0133.GEOID18 height accuracy estimate available here.
 OQ0133
 OQ0133.Click photographs - Photos may exist for this station.
 OQ0133
 OQ0133.The dynamic height is computed by dividing the NAVD 88
 OQ0133.geopotential number by the normal gravity value computed on the
 OQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0133.degrees latitude (g = 980.6199 gals.).
 OQ0133
 OQ0133.The modeled gravity was interpolated from observed gravity values.
 OQ0133
 OQ0133;                    North         East    Units  Estimated Accuracy
 OQ0133;SPC SD S     -   103,470.      913,390.      MT  (+/- 180 meters Scaled)
 OQ0133
 OQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN050860(NAD 83)
 OQ0133
 OQ0133                          SUPERSEDED SURVEY CONTROL
 OQ0133
 OQ0133  NGVD 29 (??/??/92)  367.203  (m)         1204.73   (f) ADJ UNCH    1 2
 OQ0133
 OQ0133.Superseded values are not recommended for survey control.
 OQ0133
 OQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0133.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0133
 OQ0133_MARKER: B = BOLT
 OQ0133_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0133_PROJECTION: FLUSH
 OQ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0133
 OQ0133  HISTORY     - Date     Condition        Report By
 OQ0133  HISTORY     - 1905     MONUMENTED       CGS
 OQ0133  HISTORY     - 1949     GOOD             CGS
 OQ0133  HISTORY     - 20120229 MARK NOT FOUND   INDIV
 OQ0133
 OQ0133                          STATION DESCRIPTION
 OQ0133
 OQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0133'1.6 MI S FROM FAIRVIEW.
 OQ0133'1.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0133'PACIFIC RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW, 63.0 FEET
 OQ0133'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 52.0 FEET EAST OF
 OQ0133'THE EAST RAIL, 25.0 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE CORNER
 OQ0133'POST, 5.7 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH
 OQ0133'OF A REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN THE TOP
 OQ0133'OF A PINK JASPER STONE POST FLUSH WITH THE GROUND.
 OQ0133
 OQ0133                          STATION RECOVERY (2012)
 OQ0133
 OQ0133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0496 ***********************************************************************
 QS0496  DESIGNATION -  X 30 RESET
 QS0496  PID         -  QS0496
 QS0496  STATE/COUNTY-  SD/ZIEBACH
 QS0496  COUNTRY     -  US
 QS0496  USGS QUAD   -  IRISH CREEK NW (2017)
 QS0496
 QS0496                         *CURRENT SURVEY CONTROL
 QS0496  ______________________________________________________________________
 QS0496* NAD 83(1986) POSITION- 45 23 09.     (N) 101 39 14.     (W)   SCALED
 QS0496* NAVD 88 ORTHO HEIGHT -   699.648 (meters)     2295.43  (feet) ADJUSTED
 QS0496  ______________________________________________________________________
 QS0496  GEOID HEIGHT    -        -20.085 (meters)                     GEOID18
 QS0496  DYNAMIC HEIGHT  -        699.540 (meters)     2295.07  (feet) COMP
 QS0496  MODELED GRAVITY -    980,440.1   (mgal)                       NAVD 88
 QS0496
 QS0496  VERT ORDER      -  FIRST     CLASS II
 QS0496
 QS0496.The horizontal coordinates were scaled from a map and have
 QS0496.an estimated accuracy of +/- 6 seconds.
 QS0496
 QS0496.The orthometric height was determined by differential leveling and
 QS0496.adjusted by the NATIONAL GEODETIC SURVEY
 QS0496.in April 2000.
 QS0496
 QS0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0496.GEOID18 height accuracy estimate available here.
 QS0496
 QS0496.Click photographs - Photos may exist for this station.
 QS0496
 QS0496.The dynamic height is computed by dividing the NAVD 88
 QS0496.geopotential number by the normal gravity value computed on the
 QS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0496.degrees latitude (g = 980.6199 gals.).
 QS0496
 QS0496.The modeled gravity was interpolated from observed gravity values.
 QS0496
 QS0496;                    North         East    Units  Estimated Accuracy
 QS0496;SPC SD N     -   173,840.      470,490.      MT  (+/- 180 meters Scaled)
 QS0496
 QS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR922292(NAD 83)
 QS0496
 QS0496                          SUPERSEDED SURVEY CONTROL
 QS0496
 QS0496  NAVD 88 (12/04/03)  699.656  (m)         2295.45   (f) SUPERSEDED  3 0
 QS0496  NGVD 29 (04/17/07)  699.21   (m)         2294.0    (f) RESET       3  
 QS0496
 QS0496.Superseded values are not recommended for survey control.
 QS0496
 QS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0496.See file dsdata.pdf to determine how the superseded data were derived.
 QS0496
 QS0496_MARKER: DV = VERTICAL CONTROL DISK
 QS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0496_STAMPING: X 30 RESET 1974
 QS0496_MARK LOGO: NGS
 QS0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0496+STABILITY: SURFACE MOTION
 QS0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0496+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0496
 QS0496  HISTORY     - Date     Condition        Report By
 QS0496  HISTORY     - 1974     MONUMENTED       NGS
 QS0496  HISTORY     - 19990622 GOOD             NGS
 QS0496
 QS0496                          STATION DESCRIPTION
 QS0496
 QS0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QS0496'6.5 MI E FROM GLAD VALLEY.
 QS0496'ABOUT 6.5 MILES EAST ALONG STATE HIGHWAY 20 FROM GLAD VALLEY,
 QS0496'0.2 MILE WEST OF A LARGE HIGHWAY CUT AND TRIANGULATION STATION
 QS0496'REEVES 2 1974, 100 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 QS0496'2.0 FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF THE
 QS0496'SOUTH RIGHT-OF-WAY FENCE, AT STATE HIGHWAY STATION 147 + 19,
 QS0496'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QS0496'4-INCHES.
 QS0496
 QS0496                          STATION RECOVERY (1999)
 QS0496
 QS0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0496'18.3 KM (11.35 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST
 QS0496'OFFICE IN ISABEL, 477.0 M (1565.0 FT) EAST OF MILEPOST 129, 31.5 M
 QS0496'(103.3 FT) EAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER W 30 T17W LP
 QS0496'15, 30.9 M (101.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT)
 QS0496'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST,
 QS0496'0.4 M (1.3 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 QS0496'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0511 ***********************************************************************
 OR0511  DESIGNATION -  X 300
 OR0511  PID         -  OR0511
 OR0511  STATE/COUNTY-  SD/BRULE
 OR0511  COUNTRY     -  US
 OR0511  USGS QUAD   -  BIJOU HILLS (2017)
 OR0511
 OR0511                         *CURRENT SURVEY CONTROL
 OR0511  ______________________________________________________________________
 OR0511* NAD 83(1986) POSITION- 43 32 34.     (N) 099 12 37.     (W)   SCALED
 OR0511* NAVD 88 ORTHO HEIGHT -   571.755 (meters)     1875.83  (feet) ADJUSTED
 OR0511  ______________________________________________________________________
 OR0511  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 OR0511  DYNAMIC HEIGHT  -        571.570 (meters)     1875.23  (feet) COMP
 OR0511  MODELED GRAVITY -    980,277.8   (mgal)                       NAVD 88
 OR0511
 OR0511  VERT ORDER      -  SECOND    CLASS 0
 OR0511
 OR0511.The horizontal coordinates were scaled from a map and have
 OR0511.an estimated accuracy of +/- 6 seconds.
 OR0511
 OR0511.The orthometric height was determined by differential leveling and
 OR0511.adjusted by the NATIONAL GEODETIC SURVEY
 OR0511.in June 1991.
 OR0511
 OR0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0511.GEOID18 height accuracy estimate available here.
 OR0511
 OR0511.Click photographs - Photos may exist for this station.
 OR0511
 OR0511.The dynamic height is computed by dividing the NAVD 88
 OR0511.geopotential number by the normal gravity value computed on the
 OR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0511.degrees latitude (g = 980.6199 gals.).
 OR0511
 OR0511.The modeled gravity was interpolated from observed gravity values.
 OR0511
 OR0511;                    North         East    Units  Estimated Accuracy
 OR0511;SPC SD S     -   134,970.      690,750.      MT  (+/- 180 meters Scaled)
 OR0511
 OR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP830211(NAD 83)
 OR0511
 OR0511                          SUPERSEDED SURVEY CONTROL
 OR0511
 OR0511  NGVD 29 (??/??/92)  571.399  (m)         1874.66   (f) ADJ UNCH    2 0
 OR0511
 OR0511.Superseded values are not recommended for survey control.
 OR0511
 OR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0511.See file dsdata.pdf to determine how the superseded data were derived.
 OR0511
 OR0511_MARKER: DB = BENCH MARK DISK
 OR0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0511_STAMPING: X 300 1945
 OR0511_MARK LOGO: CGS
 OR0511_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0511+STABILITY: SURFACE MOTION
 OR0511
 OR0511  HISTORY     - Date     Condition        Report By
 OR0511  HISTORY     - 1945     MONUMENTED       CGS
 OR0511
 OR0511                          STATION DESCRIPTION
 OR0511
 OR0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0511'23.9 MI SE FROM CHAMBERLAIN.
 OR0511'23.9 MILES SOUTHEAST OF CHAMBERLAIN, BRULE COUNTY.  THIS BENCH
 OR0511'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING TWO BLOCKS
 OR0511'SOUTH, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE
 OR0511'10.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST
 OR0511'ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG A GRADED
 OR0511'DIRT ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, AND
 OR0511'THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD.  IT IS AT THE
 OR0511'INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 45 FEET EAST OF THE
 OR0511'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 33 FEET SOUTH OF THE
 OR0511'CENTER LINE OF THE EAST-AND-WEST ROAD, 3 FEET SOUTHEAST OF A
 OR0511'FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 OR0511'AND ABOUT 1 FOOT HIGHER THAN THE NORTH-AND-SOUTH ROAD, AND
 OR0511'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OR0511'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0167 ***********************************************************************
 OR0167  DESIGNATION -  X 301
 OR0167  PID         -  OR0167
 OR0167  STATE/COUNTY-  SD/CHARLES MIX
 OR0167  COUNTRY     -  US
 OR0167  USGS QUAD   -  LAKE GEORGE (2017)
 OR0167
 OR0167                         *CURRENT SURVEY CONTROL
 OR0167  ______________________________________________________________________
 OR0167* NAD 83(1986) POSITION- 43 23 07.     (N) 098 57 45.     (W)   SCALED
 OR0167* NAVD 88 ORTHO HEIGHT -   506.011 (meters)     1660.14  (feet) ADJUSTED
 OR0167  ______________________________________________________________________
 OR0167  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 OR0167  DYNAMIC HEIGHT  -        505.847 (meters)     1659.60  (feet) COMP
 OR0167  MODELED GRAVITY -    980,280.9   (mgal)                       NAVD 88
 OR0167
 OR0167  VERT ORDER      -  FIRST     CLASS II
 OR0167
 OR0167.The horizontal coordinates were scaled from a map and have
 OR0167.an estimated accuracy of +/- 6 seconds.
 OR0167
 OR0167.The orthometric height was determined by differential leveling and
 OR0167.adjusted by the NATIONAL GEODETIC SURVEY
 OR0167.in June 1991.
 OR0167
 OR0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0167.GEOID18 height accuracy estimate available here.
 OR0167
 OR0167.Click photographs - Photos may exist for this station.
 OR0167
 OR0167.The dynamic height is computed by dividing the NAVD 88
 OR0167.geopotential number by the normal gravity value computed on the
 OR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0167.degrees latitude (g = 980.6199 gals.).
 OR0167
 OR0167.The modeled gravity was interpolated from observed gravity values.
 OR0167
 OR0167;                    North         East    Units  Estimated Accuracy
 OR0167;SPC SD S     -   117,780.      711,060.      MT  (+/- 180 meters Scaled)
 OR0167
 OR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP030036(NAD 83)
 OR0167
 OR0167                          SUPERSEDED SURVEY CONTROL
 OR0167
 OR0167  NGVD 29 (??/??/92)  505.670  (m)         1659.02   (f) ADJ UNCH    1 2
 OR0167
 OR0167.Superseded values are not recommended for survey control.
 OR0167
 OR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0167.See file dsdata.pdf to determine how the superseded data were derived.
 OR0167
 OR0167_MARKER: DB = BENCH MARK DISK
 OR0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0167_STAMPING: X 301 1945
 OR0167_MARK LOGO: CGS
 OR0167_PROJECTION: PROJECTING 20 CENTIMETERS
 OR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0167+STABILITY: SURFACE MOTION
 OR0167
 OR0167  HISTORY     - Date     Condition        Report By
 OR0167  HISTORY     - 1945     MONUMENTED       CGS
 OR0167  HISTORY     - 1963     GOOD             CGS
 OR0167  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0167
 OR0167                          STATION DESCRIPTION
 OR0167
 OR0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0167'6.2 MI W FROM PLATTE.
 OR0167'6.2 MILES WEST OF PLATTE, CHARLES MIX COUNTY.  THIS BENCH MARK
 OR0167'MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE SOUTH
 OR0167'ALONG MAIN STREET, THENCE 6.0 MILES WEST ALONG A GRAVEL ROAD.
 OR0167'IT IS AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 64
 OR0167'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 42 FEET NORTH
 OR0167'OF THE CENTER LINE OF THE GRAVEL ROAD, 10 FEET EAST OF A
 OR0167'GATEPOST, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WHITE
 OR0167'WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE GRAVEL
 OR0167'ROAD.  AN IRON BENCH-MARK DISK, STAMPED X 301 1945 AND SET
 OR0167'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OR0167'NOTE-- A NEW HIGHWAY IS BEING CONSTRUCTED BUT ACCORDING TO PLANS
 OR0167'THE NEW ROAD WILL PASS TO THE SOUTH OF THIS MARK AND IT WILL
 OR0167'NOT BE DISTURBED BY CONSTRUCTION.
 OR0167
 OR0167                          STATION RECOVERY (2013)
 OR0167
 OR0167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0118 ***********************************************************************
 QS0118  DESIGNATION -  X 303
 QS0118  PID         -  QS0118
 QS0118  STATE/COUNTY-  SD/CORSON
 QS0118  COUNTRY     -  US
 QS0118  USGS QUAD   -  MOBRIDGE (2017)
 QS0118
 QS0118                         *CURRENT SURVEY CONTROL
 QS0118  ______________________________________________________________________
 QS0118* NAD 83(1986) POSITION- 45 31 38.     (N) 100 28 59.     (W)   SCALED
 QS0118* NAVD 88 ORTHO HEIGHT -   484.762 (meters)     1590.42  (feet) ADJUSTED
 QS0118  ______________________________________________________________________
 QS0118  GEOID HEIGHT    -        -21.765 (meters)                     GEOID18
 QS0118  DYNAMIC HEIGHT  -        484.720 (meters)     1590.29  (feet) COMP
 QS0118  MODELED GRAVITY -    980,514.3   (mgal)                       NAVD 88
 QS0118
 QS0118  VERT ORDER      -  SECOND    CLASS 0
 QS0118
 QS0118.The horizontal coordinates were scaled from a map and have
 QS0118.an estimated accuracy of +/- 6 seconds.
 QS0118
 QS0118.The orthometric height was determined by differential leveling and
 QS0118.adjusted by the NATIONAL GEODETIC SURVEY
 QS0118.in June 1991.
 QS0118
 QS0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0118.GEOID18 height accuracy estimate available here.
 QS0118
 QS0118.Click photographs - Photos may exist for this station.
 QS0118
 QS0118.The dynamic height is computed by dividing the NAVD 88
 QS0118.geopotential number by the normal gravity value computed on the
 QS0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0118.degrees latitude (g = 980.6199 gals.).
 QS0118
 QS0118.The modeled gravity was interpolated from observed gravity values.
 QS0118
 QS0118;                    North         East    Units  Estimated Accuracy
 QS0118;SPC SD N     -   188,350.      562,270.      MT  (+/- 180 meters Scaled)
 QS0118
 QS0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR841425(NAD 83)
 QS0118
 QS0118                          SUPERSEDED SURVEY CONTROL
 QS0118
 QS0118  NGVD 29 (??/??/92)  484.410  (m)         1589.27   (f) ADJ UNCH    2 0
 QS0118
 QS0118.Superseded values are not recommended for survey control.
 QS0118
 QS0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0118.See file dsdata.pdf to determine how the superseded data were derived.
 QS0118
 QS0118_MARKER: DB = BENCH MARK DISK
 QS0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0118_SP_SET: ABUTMENT
 QS0118_STAMPING: X 303 1945
 QS0118_MARK LOGO: CGS
 QS0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0118
 QS0118  HISTORY     - Date     Condition        Report By
 QS0118  HISTORY     - 1945     MONUMENTED       CGS
 QS0118
 QS0118                          STATION DESCRIPTION
 QS0118
 QS0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0118'2.9 MI SW FROM MOBRIDGE.
 QS0118'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH ONE BLOCK
 QS0118'THENCE WESTERLY 2.9 MILES ALONG U.S. HIGHWAY NO. 12 TO THE WEST
 QS0118'END OF THE MISSOURI RIVER BRIDGE.  THE BENCH MARK IS ON TOP OF
 QS0118'THE EAST END OF THE NORTH APPROACH ABUTMENT.  IT IS AN IRON DISK
 QS0118'STAMPED X 303 1945 AND SET IN A DRILL HOLE IN THE CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0170 ***********************************************************************
 QS0170  DESIGNATION -  X 304
 QS0170  PID         -  QS0170
 QS0170  STATE/COUNTY-  SD/DEWEY
 QS0170  COUNTRY     -  US
 QS0170  USGS QUAD   -  MOREAU SE (2017)
 QS0170
 QS0170                         *CURRENT SURVEY CONTROL
 QS0170  ______________________________________________________________________
 QS0170* NAD 83(1986) POSITION- 45 15 48.     (N) 100 16 50.     (W)   SCALED
 QS0170* NAVD 88 ORTHO HEIGHT -   470.933 (meters)     1545.05  (feet) ADJUSTED
 QS0170  ______________________________________________________________________
 QS0170  GEOID HEIGHT    -        -22.143 (meters)                     GEOID18
 QS0170  DYNAMIC HEIGHT  -        470.876 (meters)     1544.87  (feet) COMP
 QS0170  MODELED GRAVITY -    980,481.3   (mgal)                       NAVD 88
 QS0170
 QS0170  VERT ORDER      -  SECOND    CLASS 0
 QS0170
 QS0170.The horizontal coordinates were scaled from a map and have
 QS0170.an estimated accuracy of +/- 6 seconds.
 QS0170
 QS0170.The orthometric height was determined by differential leveling and
 QS0170.adjusted by the NATIONAL GEODETIC SURVEY
 QS0170.in June 1991.
 QS0170
 QS0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0170.GEOID18 height accuracy estimate available here.
 QS0170
 QS0170.Click photographs - Photos may exist for this station.
 QS0170
 QS0170.The dynamic height is computed by dividing the NAVD 88
 QS0170.geopotential number by the normal gravity value computed on the
 QS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0170.degrees latitude (g = 980.6199 gals.).
 QS0170
 QS0170.The modeled gravity was interpolated from observed gravity values.
 QS0170
 QS0170;                    North         East    Units  Estimated Accuracy
 QS0170;SPC SD N     -   158,940.      577,980.      MT  (+/- 180 meters Scaled)
 QS0170
 QS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR995130(NAD 83)
 QS0170
 QS0170                          SUPERSEDED SURVEY CONTROL
 QS0170
 QS0170  NGVD 29 (??/??/92)  470.565  (m)         1543.85   (f) ADJ UNCH    2 0
 QS0170
 QS0170.Superseded values are not recommended for survey control.
 QS0170
 QS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0170.See file dsdata.pdf to determine how the superseded data were derived.
 QS0170
 QS0170_MARKER: DB = BENCH MARK DISK
 QS0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0170_STAMPING: X 304 1945
 QS0170_MARK LOGO: CGS
 QS0170_PROJECTION: PROJECTING 8 CENTIMETERS
 QS0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0170+STABILITY: SURFACE MOTION
 QS0170
 QS0170  HISTORY     - Date     Condition        Report By
 QS0170  HISTORY     - 1945     MONUMENTED       CGS
 QS0170
 QS0170                          STATION DESCRIPTION
 QS0170
 QS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0170'20.5 MI NW FROM CHEYENNE AGENCY.
 QS0170'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0170'WESTERLY 20.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0170'MARK IS ABOUT 165 YARDS SOUTHWEST OF A WOODEN BRIDGE, 50.0 FEET
 QS0170'SOUTH OF AND ABOUT LEVEL WITH CENTERLINE OF ROAD, 3.0 FEET EAST
 QS0170'OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A FENCE, 1.0 FOOT WEST
 QS0170'OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED X 304 1945 IS SET
 QS0170'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0290 ***********************************************************************
 QS0290  DESIGNATION -  X 305
 QS0290  PID         -  QS0290
 QS0290  STATE/COUNTY-  SD/DEWEY
 QS0290  COUNTRY     -  US
 QS0290  USGS QUAD   -  PROMISE (2017)
 QS0290
 QS0290                         *CURRENT SURVEY CONTROL
 QS0290  ______________________________________________________________________
 QS0290* NAD 83(1986) POSITION- 45 21 16.     (N) 100 34 37.     (W)   SCALED
 QS0290* NAVD 88 ORTHO HEIGHT -   520.842 (meters)     1708.80  (feet) ADJUSTED
 QS0290  ______________________________________________________________________
 QS0290  GEOID HEIGHT    -        -21.780 (meters)                     GEOID18
 QS0290  DYNAMIC HEIGHT  -        520.787 (meters)     1708.62  (feet) COMP
 QS0290  MODELED GRAVITY -    980,494.5   (mgal)                       NAVD 88
 QS0290
 QS0290  VERT ORDER      -  SECOND    CLASS 0
 QS0290
 QS0290.The horizontal coordinates were scaled from a map and have
 QS0290.an estimated accuracy of +/- 6 seconds.
 QS0290
 QS0290.The orthometric height was determined by differential leveling and
 QS0290.adjusted by the NATIONAL GEODETIC SURVEY
 QS0290.in June 1991.
 QS0290
 QS0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0290.GEOID18 height accuracy estimate available here.
 QS0290
 QS0290.Click photographs - Photos may exist for this station.
 QS0290
 QS0290.The dynamic height is computed by dividing the NAVD 88
 QS0290.geopotential number by the normal gravity value computed on the
 QS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0290.degrees latitude (g = 980.6199 gals.).
 QS0290
 QS0290.The modeled gravity was interpolated from observed gravity values.
 QS0290
 QS0290;                    North         East    Units  Estimated Accuracy
 QS0290;SPC SD N     -   169,190.      554,790.      MT  (+/- 180 meters Scaled)
 QS0290
 QS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR764235(NAD 83)
 QS0290
 QS0290                          SUPERSEDED SURVEY CONTROL
 QS0290
 QS0290  NGVD 29 (??/??/92)  520.462  (m)         1707.55   (f) ADJ UNCH    2 0
 QS0290
 QS0290.Superseded values are not recommended for survey control.
 QS0290
 QS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0290.See file dsdata.pdf to determine how the superseded data were derived.
 QS0290
 QS0290_MARKER: DB = BENCH MARK DISK
 QS0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0290_STAMPING: X 305 1945
 QS0290_MARK LOGO: CGS
 QS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0290+STABILITY: SURFACE MOTION
 QS0290
 QS0290  HISTORY     - Date     Condition        Report By
 QS0290  HISTORY     - 1945     MONUMENTED       CGS
 QS0290
 QS0290                          STATION DESCRIPTION
 QS0290
 QS0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0290'3.5 MI NE FROM PROMISE.
 QS0290'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0290'RAILROAD STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A
 QS0290'DIRT ROAD, THENCE EASTERLY 1.6 MILES ALONG A GRAVELED ROAD TO
 QS0290'SITE OF MARK, BENCH MARK IS ON THE SOUTH SLOPE OF A HILL, 40.2
 QS0290'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 QS0290'54.0 FEET NORTHEAST OF THE NORTH END OF A GUARD RAIL FENCE,
 QS0290'17.9 FEET NORTH OF A TELEPHONE POLE, 2.0 FEET WEST OF A FENCE AND
 QS0290'1.0 FOOT SOUTH OF A 4 X 4 MARKER POST, AN IRON DISK STAMPED X 305
 QS0290'1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 QS0290'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0110 ***********************************************************************
 QS0110  DESIGNATION -  X 307
 QS0110  PID         -  QS0110
 QS0110  STATE/COUNTY-  SD/WALWORTH
 QS0110  COUNTRY     -  US
 QS0110  USGS QUAD   -  MOBRIDGE (2017)
 QS0110
 QS0110                         *CURRENT SURVEY CONTROL
 QS0110  ______________________________________________________________________
 QS0110* NAD 83(1986) POSITION- 45 33 06.     (N) 100 27 38.     (W)   SCALED
 QS0110* NAVD 88 ORTHO HEIGHT -   493.832 (meters)     1620.18  (feet) ADJUSTED
 QS0110  ______________________________________________________________________
 QS0110  GEOID HEIGHT    -        -21.790 (meters)                     GEOID18
 QS0110  DYNAMIC HEIGHT  -        493.791 (meters)     1620.05  (feet) COMP
 QS0110  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 QS0110
 QS0110  VERT ORDER      -  FIRST     CLASS II
 QS0110
 QS0110.The horizontal coordinates were scaled from a map and have
 QS0110.an estimated accuracy of +/- 6 seconds.
 QS0110
 QS0110.The orthometric height was determined by differential leveling and
 QS0110.adjusted by the NATIONAL GEODETIC SURVEY
 QS0110.in June 1991.
 QS0110
 QS0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0110.GEOID18 height accuracy estimate available here.
 QS0110
 QS0110.Click photographs - Photos may exist for this station.
 QS0110
 QS0110.The dynamic height is computed by dividing the NAVD 88
 QS0110.geopotential number by the normal gravity value computed on the
 QS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0110.degrees latitude (g = 980.6199 gals.).
 QS0110
 QS0110.The modeled gravity was interpolated from observed gravity values.
 QS0110
 QS0110;                    North         East    Units  Estimated Accuracy
 QS0110;SPC SD N     -   191,050.      564,040.      MT  (+/- 180 meters Scaled)
 QS0110
 QS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR859452(NAD 83)
 QS0110
 QS0110                          SUPERSEDED SURVEY CONTROL
 QS0110
 QS0110  NGVD 29 (??/??/92)  493.467  (m)         1618.98   (f) ADJ UNCH    1 2
 QS0110
 QS0110.Superseded values are not recommended for survey control.
 QS0110
 QS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0110.See file dsdata.pdf to determine how the superseded data were derived.
 QS0110
 QS0110_MARKER: DB = BENCH MARK DISK
 QS0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0110_STAMPING: X 307 1945
 QS0110_MARK LOGO: CGS
 QS0110_PROJECTION: FLUSH
 QS0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0110+STABILITY: SURFACE MOTION
 QS0110
 QS0110  HISTORY     - Date     Condition        Report By
 QS0110  HISTORY     - 1945     MONUMENTED       CGS
 QS0110  HISTORY     - 1949     GOOD             CGS
 QS0110  HISTORY     - 1974     MARK NOT FOUND   SDHD
 QS0110  HISTORY     - 19970505 MARK NOT FOUND   NGS
 QS0110
 QS0110                          STATION DESCRIPTION
 QS0110
 QS0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0110'2 MI NW FROM MOBRIDGE.
 QS0110'2.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0110'PACIFIC RAILROAD FROM THE STATION AT MOBRIDGE, AT A GRAVELED
 QS0110'ROAD CROSSING, 2 POLES SOUTHEAST OF AND ACROSS THE TRACKS FROM
 QS0110'MILEPOST 807, 45 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 QS0110'TRACK, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 QS0110'SOUTH OF A FENCE, 1.0 FOOT WEST OF A REFERENCE POST, AND SET IN
 QS0110'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 QS0110
 QS0110                          STATION RECOVERY (1974)
 QS0110
 QS0110'RECOVERY NOTE BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1974
 QS0110'MARK NOT FOUND.
 QS0110
 QS0110                          STATION RECOVERY (1997)
 QS0110
 QS0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0110'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0194 ***********************************************************************
 PT0194  DESIGNATION -  X 308
 PT0194  PID         -  PT0194
 PT0194  STATE/COUNTY-  SD/HUGHES
 PT0194  COUNTRY     -  US
 PT0194  USGS QUAD   -  PIERRE NE (2017)
 PT0194
 PT0194                         *CURRENT SURVEY CONTROL
 PT0194  ______________________________________________________________________
 PT0194* NAD 83(1986) POSITION- 44 27 40.     (N) 100 21 00.     (W)   SCALED
 PT0194* NAVD 88 ORTHO HEIGHT -   522.042 (meters)     1712.73  (feet) ADJUSTED
 PT0194  ______________________________________________________________________
 PT0194  GEOID HEIGHT    -        -23.194 (meters)                     GEOID18
 PT0194  DYNAMIC HEIGHT  -        521.941 (meters)     1712.40  (feet) COMP
 PT0194  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 PT0194
 PT0194  VERT ORDER      -  FIRST     CLASS II
 PT0194
 PT0194.The horizontal coordinates were scaled from a map and have
 PT0194.an estimated accuracy of +/- 6 seconds.
 PT0194
 PT0194.The orthometric height was determined by differential leveling and
 PT0194.adjusted by the NATIONAL GEODETIC SURVEY
 PT0194.in June 1991.
 PT0194
 PT0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0194.GEOID18 height accuracy estimate available here.
 PT0194
 PT0194.Click photographs - Photos may exist for this station.
 PT0194
 PT0194.The dynamic height is computed by dividing the NAVD 88
 PT0194.geopotential number by the normal gravity value computed on the
 PT0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0194.degrees latitude (g = 980.6199 gals.).
 PT0194
 PT0194.The modeled gravity was interpolated from observed gravity values.
 PT0194
 PT0194;                    North         East    Units  Estimated Accuracy
 PT0194;SPC SD S     -   236,390.      598,670.      MT  (+/- 180 meters Scaled)
 PT0194
 PT0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ926239(NAD 83)
 PT0194
 PT0194                          SUPERSEDED SURVEY CONTROL
 PT0194
 PT0194  NGVD 29 (??/??/92)  521.655  (m)         1711.46   (f) ADJ UNCH    1 2
 PT0194
 PT0194.Superseded values are not recommended for survey control.
 PT0194
 PT0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0194.See file dsdata.pdf to determine how the superseded data were derived.
 PT0194
 PT0194_MARKER: DB = BENCH MARK DISK
 PT0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0194_STAMPING: X 308 1946
 PT0194_MARK LOGO: USACE
 PT0194_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0194+STABILITY: SURFACE MOTION
 PT0194
 PT0194  HISTORY     - Date     Condition        Report By
 PT0194  HISTORY     - 1946     MONUMENTED       USACE
 PT0194  HISTORY     - 1949     GOOD             CGS
 PT0194  HISTORY     - 1966     MARK NOT FOUND   USGS
 PT0194
 PT0194                          STATION DESCRIPTION
 PT0194
 PT0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0194'6.6 MI N FROM PIERRE.
 PT0194'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0194'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, AT A
 PT0194'JUNCTION WITH A T ROAD LEADING WEST TO THE MISSOURI RIVER, 52
 PT0194'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 18.0 FEET
 PT0194'EAST OF A TELEPHONE POLE, 11 FEET SOUTH OF A FENCE CORNER, 1.6
 PT0194'FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, SET IN
 PT0194'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 PT0194'GROUND.
 PT0194
 PT0194                          STATION RECOVERY (1966)
 PT0194
 PT0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PT0194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0048 ***********************************************************************
 PT0048  DESIGNATION -  X 309 RESET
 PT0048  PID         -  PT0048
 PT0048  STATE/COUNTY-  SD/SULLY
 PT0048  COUNTRY     -  US
 PT0048  USGS QUAD   -  OKOBOJO SW (2017)
 PT0048
 PT0048                         *CURRENT SURVEY CONTROL
 PT0048  ______________________________________________________________________
 PT0048* NAD 83(1986) POSITION- 44 34 35.     (N) 100 26 44.     (W)   SCALED
 PT0048* NAVD 88 ORTHO HEIGHT -   527.19  (meters)     1729.6   (feet) RESET
 PT0048  ______________________________________________________________________
 PT0048  GEOID HEIGHT    -        -22.893 (meters)                     GEOID18
 PT0048  VERT ORDER      -  THIRD
 PT0048
 PT0048.The horizontal coordinates were scaled from a map and have
 PT0048.an estimated accuracy of +/- 6 seconds.
 PT0048
 PT0048.The orthometric height was computed from unverified reset data.
 PT0048
 PT0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0048.GEOID18 height accuracy estimate available here.
 PT0048
 PT0048.Click photographs - Photos may exist for this station.
 PT0048
 PT0048;                    North         East    Units  Estimated Accuracy
 PT0048;SPC SD N     -    82,670.      564,610.      MT  (+/- 180 meters Scaled)
 PT0048
 PT0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852369(NAD 83)
 PT0048
 PT0048                          SUPERSEDED SURVEY CONTROL
 PT0048
 PT0048.No superseded survey control is available for this station.
 PT0048
 PT0048_MARKER: DB = BENCH MARK DISK
 PT0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0048_STAMPING: X 309 RESET 1971
 PT0048_MARK LOGO: CGS
 PT0048_PROJECTION: FLUSH
 PT0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0048+STABILITY: SURFACE MOTION
 PT0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0048+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 PT0048
 PT0048  HISTORY     - Date     Condition        Report By
 PT0048  HISTORY     - 1971     MONUMENTED       CGS
 PT0048  HISTORY     - 1971     GOOD             NGS
 PT0048  HISTORY     - 20040717 GOOD             GEOCAC
 PT0048
 PT0048                          STATION DESCRIPTION
 PT0048
 PT0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0048'19.9 MI NW FROM PIERRE.
 PT0048'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION WITH
 PT0048'U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A CROSSROAD AND
 PT0048'A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 9.4 MILES
 PT0048'TO A CROSSROAD, 76 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 PT0048'ROAD, 36 FEET SOUTH OF THE CROSSROAD, 28 FEET EAST OF A TELEPHONE
 PT0048'CABLE INSPECTION BOX, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 PT0048'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PT0048
 PT0048                          STATION RECOVERY (2004)
 PT0048
 PT0048'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 PT0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0249 ***********************************************************************
 QT0249  DESIGNATION -  X 31
 QT0249  PID         -  QT0249
 QT0249  STATE/COUNTY-  SD/HARDING
 QT0249  COUNTRY     -  US
 QT0249  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 QT0249
 QT0249                         *CURRENT SURVEY CONTROL
 QT0249  ______________________________________________________________________
 QT0249* NAD 83(1986) POSITION- 45 33 33.     (N) 103 25 29.     (W)   SCALED
 QT0249* NAVD 88 ORTHO HEIGHT -   888.173 (meters)     2913.95  (feet) ADJUSTED
 QT0249  ______________________________________________________________________
 QT0249  GEOID HEIGHT    -        -16.086 (meters)                     GEOID18
 QT0249  DYNAMIC HEIGHT  -        888.037 (meters)     2913.50  (feet) COMP
 QT0249  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 QT0249
 QT0249  VERT ORDER      -  FIRST     CLASS II
 QT0249
 QT0249.The horizontal coordinates were scaled from a map and have
 QT0249.an estimated accuracy of +/- 6 seconds.
 QT0249
 QT0249.The orthometric height was determined by differential leveling and
 QT0249.adjusted by the NATIONAL GEODETIC SURVEY
 QT0249.in April 2000.
 QT0249
 QT0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0249.GEOID18 height accuracy estimate available here.
 QT0249
 QT0249.Click photographs - Photos may exist for this station.
 QT0249
 QT0249.The dynamic height is computed by dividing the NAVD 88
 QT0249.geopotential number by the normal gravity value computed on the
 QT0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0249.degrees latitude (g = 980.6199 gals.).
 QT0249
 QT0249.The modeled gravity was interpolated from observed gravity values.
 QT0249
 QT0249;                    North         East    Units  Estimated Accuracy
 QT0249;SPC SD N     -   197,440.      332,700.      MT  (+/- 180 meters Scaled)
 QT0249
 QT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL229462(NAD 83)
 QT0249
 QT0249                          SUPERSEDED SURVEY CONTROL
 QT0249
 QT0249  NAVD 88 (06/15/91)  888.154  (m)         2913.89   (f) SUPERSEDED  1 2
 QT0249  NGVD 29 (??/??/92)  887.680  (m)         2912.33   (f) ADJ UNCH    1 2
 QT0249
 QT0249.Superseded values are not recommended for survey control.
 QT0249
 QT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0249.See file dsdata.pdf to determine how the superseded data were derived.
 QT0249
 QT0249_MARKER: DB = BENCH MARK DISK
 QT0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0249_STAMPING: X 31 1934
 QT0249_MARK LOGO: CGS
 QT0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0249+STABILITY: SURFACE MOTION
 QT0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0249+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0249
 QT0249  HISTORY     - Date     Condition        Report By
 QT0249  HISTORY     - 1934     MONUMENTED       CGS
 QT0249  HISTORY     - 19990527 GOOD             NGS
 QT0249
 QT0249                          STATION DESCRIPTION
 QT0249
 QT0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0249'7.9 MI E FROM BUFFALO.
 QT0249'7.9 MILES EAST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 QT0249'AT BUFFALO, HARDING COUNTY, ABOUT 0.4 MILE EAST OF A FARMHOUSE,
 QT0249'ON A SMALL ROUND KNOLL, AND ABOUT 117 FEET SOUTH OF THE CENTER
 QT0249'LIINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 31 1934 AND
 QT0249'SET IN THE TOP OF A CONCRETE POST.
 QT0249
 QT0249                          STATION RECOVERY (1999)
 QT0249
 QT0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0249'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0249'STATE HIGHWAY 20 IN BUFFALO, THENCE 9.4 KM (5.85 MI) EASTERLY ALONG
 QT0249'STATE HIGHWAY 20, 229.4 M (752.6 FT) EAST OF MILEPOST 35, 195.6 M
 QT0249'(641.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 35.5 M (116.5 FT)
 QT0249'SOUTH OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT) SOUTH OF A WITNESS
 QT0249'POST AND FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 QT0249'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 QT0249'MONUMENT IS ON PROPERTY OWNED BY THE LUDLOW GRAZING ASSOCIATION, HC
 QT0249'51, BOX 1, CAMP CROOK, SD 57724.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0077 ***********************************************************************
 PT0077  DESIGNATION -  X 310
 PT0077  PID         -  PT0077
 PT0077  STATE/COUNTY-  SD/SULLY
 PT0077  COUNTRY     -  US
 PT0077  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0077
 PT0077                         *CURRENT SURVEY CONTROL
 PT0077  ______________________________________________________________________
 PT0077* NAD 83(1986) POSITION- 44 51 10.     (N) 100 19 31.     (W)   SCALED
 PT0077* NAVD 88 ORTHO HEIGHT -   548.286 (meters)     1798.84  (feet) ADJUSTED
 PT0077  ______________________________________________________________________
 PT0077  GEOID HEIGHT    -        -22.637 (meters)                     GEOID18
 PT0077  DYNAMIC HEIGHT  -        548.193 (meters)     1798.53  (feet) COMP
 PT0077  MODELED GRAVITY -    980,430.3   (mgal)                       NAVD 88
 PT0077
 PT0077  VERT ORDER      -  SECOND    CLASS 0
 PT0077
 PT0077.The horizontal coordinates were scaled from a map and have
 PT0077.an estimated accuracy of +/- 6 seconds.
 PT0077
 PT0077.The orthometric height was determined by differential leveling and
 PT0077.adjusted by the NATIONAL GEODETIC SURVEY
 PT0077.in June 1991.
 PT0077
 PT0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0077.GEOID18 height accuracy estimate available here.
 PT0077
 PT0077.Click photographs - Photos may exist for this station.
 PT0077
 PT0077.The dynamic height is computed by dividing the NAVD 88
 PT0077.geopotential number by the normal gravity value computed on the
 PT0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0077.degrees latitude (g = 980.6199 gals.).
 PT0077
 PT0077.The modeled gravity was interpolated from observed gravity values.
 PT0077
 PT0077;                    North         East    Units  Estimated Accuracy
 PT0077;SPC SD N     -   113,330.      574,290.      MT  (+/- 180 meters Scaled)
 PT0077
 PT0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952674(NAD 83)
 PT0077
 PT0077                          SUPERSEDED SURVEY CONTROL
 PT0077
 PT0077  NGVD 29 (??/??/92)  547.912  (m)         1797.61   (f) ADJ UNCH    2 0
 PT0077
 PT0077.Superseded values are not recommended for survey control.
 PT0077
 PT0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0077.See file dsdata.pdf to determine how the superseded data were derived.
 PT0077
 PT0077_MARKER: DB = BENCH MARK DISK
 PT0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0077_STAMPING: X 310 1946
 PT0077_MARK LOGO: CGS
 PT0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0077+STABILITY: SURFACE MOTION
 PT0077
 PT0077  HISTORY     - Date     Condition        Report By
 PT0077  HISTORY     - 1946     MONUMENTED       CGS
 PT0077  HISTORY     - 1964     GOOD             CGS
 PT0077
 PT0077                          STATION DESCRIPTION
 PT0077
 PT0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PT0077'13.3 MI NW FROM AGAR.
 PT0077'12.3 MILES WEST AND 1.0 MILES NORTH OF THE RAILROAD STATION IN
 PT0077'AGAR, NEAR COR. SECS. 14, 15, 22 AND 23, T 116 N., R. 79 W.
 PT0077'13 FT. N., 23 FT. E AND 1.3 FT. LOWER THAN THE ROAD AT A FENCE
 PT0077'EAST, 13 FEET N AND 10 FT. W OF A FENCE CORNER, IN A CONCRETE
 PT0077'POST.  A STANDARD DISK STAMPED X 310 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0012 ***********************************************************************
 QS0012  DESIGNATION -  X 311
 QS0012  PID         -  QS0012
 QS0012  STATE/COUNTY-  SD/CORSON
 QS0012  COUNTRY     -  US
 QS0012  USGS QUAD   -  POLLOCK NW (2017)
 QS0012
 QS0012                         *CURRENT SURVEY CONTROL
 QS0012  ______________________________________________________________________
 QS0012* NAD 83(1986) POSITION- 45 52 30.     (N) 100 25 25.     (W)   SCALED
 QS0012* NAVD 88 ORTHO HEIGHT -   481.714 (meters)     1580.42  (feet) ADJUSTED
 QS0012  ______________________________________________________________________
 QS0012  GEOID HEIGHT    -        -21.733 (meters)                     GEOID18
 QS0012  DYNAMIC HEIGHT  -        481.684 (meters)     1580.32  (feet) COMP
 QS0012  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 QS0012
 QS0012  VERT ORDER      -  FIRST     CLASS II
 QS0012
 QS0012.The horizontal coordinates were scaled from a map and have
 QS0012.an estimated accuracy of +/- 6 seconds.
 QS0012
 QS0012.The orthometric height was determined by differential leveling and
 QS0012.adjusted by the NATIONAL GEODETIC SURVEY
 QS0012.in June 1991.
 QS0012
 QS0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0012.GEOID18 height accuracy estimate available here.
 QS0012
 QS0012.Click photographs - Photos may exist for this station.
 QS0012
 QS0012.The dynamic height is computed by dividing the NAVD 88
 QS0012.geopotential number by the normal gravity value computed on the
 QS0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0012.degrees latitude (g = 980.6199 gals.).
 QS0012
 QS0012.The modeled gravity was interpolated from observed gravity values.
 QS0012
 QS0012;                    North         East    Units  Estimated Accuracy
 QS0012;SPC SD N     -   226,970.      567,110.      MT  (+/- 180 meters Scaled)
 QS0012
 QS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR895811(NAD 83)
 QS0012
 QS0012                          SUPERSEDED SURVEY CONTROL
 QS0012
 QS0012  NGVD 29 (??/??/92)  481.331  (m)         1579.17   (f) ADJ UNCH    1 2
 QS0012
 QS0012.Superseded values are not recommended for survey control.
 QS0012
 QS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0012.See file dsdata.pdf to determine how the superseded data were derived.
 QS0012
 QS0012_MARKER: DB = BENCH MARK DISK
 QS0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0012_STAMPING: X 311 1945
 QS0012_MARK LOGO: CGS
 QS0012_PROJECTION: PROJECTING 24 CENTIMETERS
 QS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0012+STABILITY: SURFACE MOTION
 QS0012
 QS0012  HISTORY     - Date     Condition        Report By
 QS0012  HISTORY     - 1945     MONUMENTED       CGS
 QS0012  HISTORY     - 1949     GOOD             CGS
 QS0012
 QS0012                          STATION DESCRIPTION
 QS0012
 QS0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0012'7.8 MI SE FROM KENEL.
 QS0012'5.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0012'SCHOOL AT KENEL, THENCE 2.8 MILES EAST AND NORTHEAST ALONG A
 QS0012'TRAIL ROAD, 45 FEET EAST OF THE EAST EDGE OF A GULLY, 33 FEET
 QS0012'SOUTH OF THE SOUTH BANK OF THE MISSOURI RIVER, 2.2 FEET WEST
 QS0012'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 QS0012'PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK
 QS0012'IS 0.15 MILE NORTH OF JERRY MARTINS RESIDENCE.  NOTE-- THE TOWN
 QS0012'OF KENEL HAS BEEN MOVED 5.0 MILE SOUTH ALONG A GRAVEL ROAD FROM
 QS0012'ITS ORIGINAL SITE.  THE FOUNDATIONS OF ITS OLD BUILDINGS STILL
 QS0012'REMAIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0074 ***********************************************************************
 PT0074  DESIGNATION -  X 313
 PT0074  PID         -  PT0074
 PT0074  STATE/COUNTY-  SD/SULLY
 PT0074  COUNTRY     -  US
 PT0074  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0074
 PT0074                         *CURRENT SURVEY CONTROL
 PT0074  ______________________________________________________________________
 PT0074* NAD 83(1986) POSITION- 44 48 32.     (N) 100 19 30.     (W)   SCALED
 PT0074* NAVD 88 ORTHO HEIGHT -   574.143 (meters)     1883.67  (feet) ADJUSTED
 PT0074  ______________________________________________________________________
 PT0074  GEOID HEIGHT    -        -22.681 (meters)                     GEOID18
 PT0074  DYNAMIC HEIGHT  -        574.043 (meters)     1883.34  (feet) COMP
 PT0074  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 PT0074
 PT0074  VERT ORDER      -  SECOND    CLASS 0
 PT0074
 PT0074.The horizontal coordinates were scaled from a map and have
 PT0074.an estimated accuracy of +/- 6 seconds.
 PT0074
 PT0074.The orthometric height was determined by differential leveling and
 PT0074.adjusted by the NATIONAL GEODETIC SURVEY
 PT0074.in June 1991.
 PT0074
 PT0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0074.GEOID18 height accuracy estimate available here.
 PT0074
 PT0074.Click photographs - Photos may exist for this station.
 PT0074
 PT0074.The dynamic height is computed by dividing the NAVD 88
 PT0074.geopotential number by the normal gravity value computed on the
 PT0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0074.degrees latitude (g = 980.6199 gals.).
 PT0074
 PT0074.The modeled gravity was interpolated from observed gravity values.
 PT0074
 PT0074;                    North         East    Units  Estimated Accuracy
 PT0074;SPC SD N     -   108,460.      574,290.      MT  (+/- 180 meters Scaled)
 PT0074
 PT0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952625(NAD 83)
 PT0074
 PT0074                          SUPERSEDED SURVEY CONTROL
 PT0074
 PT0074  NGVD 29 (??/??/92)  573.759  (m)         1882.41   (f) ADJ UNCH    2 0
 PT0074
 PT0074.Superseded values are not recommended for survey control.
 PT0074
 PT0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0074.See file dsdata.pdf to determine how the superseded data were derived.
 PT0074
 PT0074_MARKER: DB = BENCH MARK DISK
 PT0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0074_STAMPING: X 313 1946
 PT0074_MARK LOGO: CGS
 PT0074_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0074+STABILITY: SURFACE MOTION
 PT0074
 PT0074  HISTORY     - Date     Condition        Report By
 PT0074  HISTORY     - 1946     MONUMENTED       CGS
 PT0074  HISTORY     - 1964     GOOD             USGS
 PT0074
 PT0074                          STATION DESCRIPTION
 PT0074
 PT0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0074'14.3 MI W FROM AGAR.
 PT0074'12.3 MILES WEST ALONG A GRAVEL ROAD FROM AGAR, THENCE 2.0 MILES
 PT0074'SOUTH TO A WHITE FARM HOUSE.  THE MARK IS 50 YARDS SOUTH OF A
 PT0074'FARM HOUSE, 37 FEET SOUTH OF THE CENTER LINE OF A SECTION LINE
 PT0074'ROAD, 36 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 4 FEET
 PT0074'SOUTHWEST OF A FENCE CORNER, 3 FEET SOUTH OF A TELEPHONE POLE,
 PT0074'2 FEET EAST OF A WHITE 4 X 4 MARKER POST.  A BRONZE DISK SET IN
 PT0074'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 PT0074'NEAR COR. SECS. 2, 3, 34 AND 35, T. 115 AND 116 N., R. 79 W.
 PT0074'A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 PT0074
 PT0074                          STATION RECOVERY (1964)
 PT0074
 PT0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0151 ***********************************************************************
 PT0151  DESIGNATION -  X 314
 PT0151  PID         -  PT0151
 PT0151  STATE/COUNTY-  SD/HUGHES
 PT0151  COUNTRY     -  US
 PT0151  USGS QUAD   -  ANTELOPE ISLAND (2017)
 PT0151
 PT0151                         *CURRENT SURVEY CONTROL
 PT0151  ______________________________________________________________________
 PT0151* NAD 83(1986) POSITION- 44 19 36.     (N) 100 08 07.     (W)   SCALED
 PT0151* NAVD 88 ORTHO HEIGHT -   436.406 (meters)     1431.78  (feet) ADJUSTED
 PT0151  ______________________________________________________________________
 PT0151  GEOID HEIGHT    -        -23.727 (meters)                     GEOID18
 PT0151  DYNAMIC HEIGHT  -        436.317 (meters)     1431.48  (feet) COMP
 PT0151  MODELED GRAVITY -    980,400.1   (mgal)                       NAVD 88
 PT0151
 PT0151  VERT ORDER      -  FIRST     CLASS II
 PT0151
 PT0151.The horizontal coordinates were scaled from a map and have
 PT0151.an estimated accuracy of +/- 6 seconds.
 PT0151
 PT0151.The orthometric height was determined by differential leveling and
 PT0151.adjusted by the NATIONAL GEODETIC SURVEY
 PT0151.in June 1991.
 PT0151
 PT0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0151.GEOID18 height accuracy estimate available here.
 PT0151
 PT0151.Click photographs - Photos may exist for this station.
 PT0151
 PT0151.The dynamic height is computed by dividing the NAVD 88
 PT0151.geopotential number by the normal gravity value computed on the
 PT0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0151.degrees latitude (g = 980.6199 gals.).
 PT0151
 PT0151.The modeled gravity was interpolated from observed gravity values.
 PT0151
 PT0151;                    North         East    Units  Estimated Accuracy
 PT0151;SPC SD S     -   221,470.      615,800.      MT  (+/- 180 meters Scaled)
 PT0151
 PT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ094087(NAD 83)
 PT0151
 PT0151                          SUPERSEDED SURVEY CONTROL
 PT0151
 PT0151  NGVD 29 (??/??/92)  436.044  (m)         1430.59   (f) ADJ UNCH    1 2
 PT0151
 PT0151.Superseded values are not recommended for survey control.
 PT0151
 PT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0151.See file dsdata.pdf to determine how the superseded data were derived.
 PT0151
 PT0151_MARKER: DB = BENCH MARK DISK
 PT0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0151_SP_SET: CULVERT HEADWALL
 PT0151_STAMPING: X 314 1946
 PT0151_MARK LOGO: CGS
 PT0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0151+STABILITY: SURFACE MOTION
 PT0151
 PT0151  HISTORY     - Date     Condition        Report By
 PT0151  HISTORY     - 1946     MONUMENTED       CGS
 PT0151  HISTORY     - 1949     GOOD             CGS
 PT0151
 PT0151                          STATION DESCRIPTION
 PT0151
 PT0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0151'11.4 MI E FROM PIERRE.
 PT0151'11.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0151'FROM THE STATION AT PIERRE, HUGHES COUNTY, ABOUT 43 YARDS
 PT0151'NORTHWEST OF THE WEST END OF ALTO SIDING, 105 FEET NORTH OF THE
 PT0151'NORTHEAST CORNER OF BRIDGE 269, AT A CONCRETE CULVERT, IN THE TOP
 PT0151'OF THE SOUTH HEAD WALL, 12 FEET SOUTH OF THE CENTER LINE OF A
 PT0151'GRAVEL ROAD PARALLELING THE TRACK, AND ABOUT LEVEL WITH THE ROAD.
 PT0151'A STANDARD DISK, STAMPED X 314 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0472 ***********************************************************************
 PS0472  DESIGNATION -  X 315
 PS0472  PID         -  PS0472
 PS0472  STATE/COUNTY-  SD/BUFFALO
 PS0472  COUNTRY     -  US
 PS0472  USGS QUAD   -  LOWER BRULE (2017)
 PS0472
 PS0472                         *CURRENT SURVEY CONTROL
 PS0472  ______________________________________________________________________
 PS0472* NAD 83(1986) POSITION- 44 06 21.     (N) 099 32 19.     (W)   SCALED
 PS0472* NAVD 88 ORTHO HEIGHT -   444.549 (meters)     1458.49  (feet) ADJUSTED
 PS0472  ______________________________________________________________________
 PS0472  GEOID HEIGHT    -        -24.627 (meters)                     GEOID18
 PS0472  DYNAMIC HEIGHT  -        444.449 (meters)     1458.16  (feet) COMP
 PS0472  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 PS0472
 PS0472  VERT ORDER      -  FIRST     CLASS II
 PS0472
 PS0472.The horizontal coordinates were scaled from a map and have
 PS0472.an estimated accuracy of +/- 6 seconds.
 PS0472
 PS0472.The orthometric height was determined by differential leveling and
 PS0472.adjusted by the NATIONAL GEODETIC SURVEY
 PS0472.in June 1991.
 PS0472
 PS0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0472.GEOID18 height accuracy estimate available here.
 PS0472
 PS0472.Click photographs - Photos may exist for this station.
 PS0472
 PS0472.The dynamic height is computed by dividing the NAVD 88
 PS0472.geopotential number by the normal gravity value computed on the
 PS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0472.degrees latitude (g = 980.6199 gals.).
 PS0472
 PS0472.The modeled gravity was interpolated from observed gravity values.
 PS0472
 PS0472;                    North         East    Units  Estimated Accuracy
 PS0472;SPC SD S     -   197,220.      663,620.      MT  (+/- 180 meters Scaled)
 PS0472
 PS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP568837(NAD 83)
 PS0472
 PS0472                          SUPERSEDED SURVEY CONTROL
 PS0472
 PS0472  NGVD 29 (??/??/92)  444.216  (m)         1457.40   (f) ADJ UNCH    1 2
 PS0472
 PS0472.Superseded values are not recommended for survey control.
 PS0472
 PS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0472.See file dsdata.pdf to determine how the superseded data were derived.
 PS0472
 PS0472_MARKER: DB = BENCH MARK DISK
 PS0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0472_STAMPING: X 315 1946
 PS0472_MARK LOGO: CGS
 PS0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0472+STABILITY: SURFACE MOTION
 PS0472
 PS0472  HISTORY     - Date     Condition        Report By
 PS0472  HISTORY     - 1946     MONUMENTED       CGS
 PS0472  HISTORY     - 1949     GOOD             CGS
 PS0472
 PS0472                          STATION DESCRIPTION
 PS0472
 PS0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PS0472'8.3 MI NW FROM FORT THOMPSON.
 PS0472'8.3 MILES NORTHWEST ALONG A FARM ROAD, 1.5 MILES NORTH THENCE
 PS0472'2.5 MILES WEST THENCE 1.9 MILES NORTH THENCE 2.4 MILES WEST OF
 PS0472'FORT THOMPSON, 46 FEET NORTH OF THE CENTER OF THE ROAD, 9 FEET
 PS0472'NORTH OF THE NORTH END OF A GATE, 2 FEET EAST OF A FENCE, 2 FEET
 PS0472'SOUTH OF WITNESS POST.
 PS0472
 PS0472                          STATION RECOVERY (1949)
 PS0472
 PS0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1469 ***********************************************************************
 NM1469  DESIGNATION -  X 316
 NM1469  PID         -  NM1469
 NM1469  STATE/COUNTY-  SD/BON HOMME
 NM1469  COUNTRY     -  US
 NM1469  USGS QUAD   -  TYNDALL (2017)
 NM1469
 NM1469                         *CURRENT SURVEY CONTROL
 NM1469  ______________________________________________________________________
 NM1469* NAD 83(1986) POSITION- 42 53 38.     (N) 097 52 19.     (W)   SCALED
 NM1469* NAVD 88 ORTHO HEIGHT -   419.470 (meters)     1376.21  (feet) ADJUSTED
 NM1469  ______________________________________________________________________
 NM1469  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 NM1469  DYNAMIC HEIGHT  -        419.334 (meters)     1375.77  (feet) COMP
 NM1469  MODELED GRAVITY -    980,283.8   (mgal)                       NAVD 88
 NM1469
 NM1469  VERT ORDER      -  SECOND    CLASS 0
 NM1469
 NM1469.The horizontal coordinates were scaled from a map and have
 NM1469.an estimated accuracy of +/- 6 seconds.
 NM1469
 NM1469.The orthometric height was determined by differential leveling and
 NM1469.adjusted by the NATIONAL GEODETIC SURVEY
 NM1469.in June 1991.
 NM1469
 NM1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1469.GEOID18 height accuracy estimate available here.
 NM1469
 NM1469.Click photographs - Photos may exist for this station.
 NM1469
 NM1469.The dynamic height is computed by dividing the NAVD 88
 NM1469.geopotential number by the normal gravity value computed on the
 NM1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1469.degrees latitude (g = 980.6199 gals.).
 NM1469
 NM1469.The modeled gravity was interpolated from observed gravity values.
 NM1469
 NM1469;                    North         East    Units  Estimated Accuracy
 NM1469;SPC SD S     -    65,250.      801,020.      MT  (+/- 180 meters Scaled)
 NM1469
 NM1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN921496(NAD 83)
 NM1469
 NM1469                          SUPERSEDED SURVEY CONTROL
 NM1469
 NM1469  NGVD 29 (??/??/92)  419.247  (m)         1375.48   (f) ADJ UNCH    2 0
 NM1469
 NM1469.Superseded values are not recommended for survey control.
 NM1469
 NM1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1469.See file dsdata.pdf to determine how the superseded data were derived.
 NM1469
 NM1469_MARKER: DB = BENCH MARK DISK
 NM1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1469_STAMPING: X 316 1946
 NM1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1469+STABILITY: SURFACE MOTION
 NM1469
 NM1469  HISTORY     - Date     Condition        Report By
 NM1469  HISTORY     - 1946     MONUMENTED       CGS
 NM1469
 NM1469                          STATION DESCRIPTION
 NM1469
 NM1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1469'4 MI NE FROM SPRINGFIELD.
 NM1469'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1469'ALONG STATE HIGHWAY NO. 37, THENCE EAST 1.0 MILE ALONG A GRAVELED
 NM1469'ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF TWO
 NM1469'GRAVELED ROADS, 58.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 NM1469'CENTER LINE OF THE EAST-WEST ROAD, 33.0 FEET WEST OF THE CENTER
 NM1469'LINE OF THE NORTH-SOUTH ROAD, 10.5 FEET NORTH OF A FENCE CORNER,
 NM1469'1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN
 NM1469'MARKER POST.  A BRONZE DISK STAMPED X 316 1946 SET IN THE TOP
 NM1469'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0400 ***********************************************************************
 OR0400  DESIGNATION -  X 317
 OR0400  PID         -  OR0400
 OR0400  STATE/COUNTY-  SD/BRULE
 OR0400  COUNTRY     -  US
 OR0400  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0400
 OR0400                         *CURRENT SURVEY CONTROL
 OR0400  ______________________________________________________________________
 OR0400* NAD 83(1986) POSITION- 43 48 51.     (N) 099 15 24.     (W)   SCALED
 OR0400* NAVD 88 ORTHO HEIGHT -   472.760 (meters)     1551.05  (feet) ADJUSTED
 OR0400  ______________________________________________________________________
 OR0400  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 OR0400  DYNAMIC HEIGHT  -        472.635 (meters)     1550.64  (feet) COMP
 OR0400  MODELED GRAVITY -    980,342.1   (mgal)                       NAVD 88
 OR0400
 OR0400  VERT ORDER      -  FIRST     CLASS II
 OR0400
 OR0400.The horizontal coordinates were scaled from a map and have
 OR0400.an estimated accuracy of +/- 6 seconds.
 OR0400
 OR0400.The orthometric height was determined by differential leveling and
 OR0400.adjusted by the NATIONAL GEODETIC SURVEY
 OR0400.in June 1991.
 OR0400
 OR0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0400.GEOID18 height accuracy estimate available here.
 OR0400
 OR0400.Click photographs - Photos may exist for this station.
 OR0400
 OR0400.The dynamic height is computed by dividing the NAVD 88
 OR0400.geopotential number by the normal gravity value computed on the
 OR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0400.degrees latitude (g = 980.6199 gals.).
 OR0400
 OR0400.The modeled gravity was interpolated from observed gravity values.
 OR0400
 OR0400;                    North         East    Units  Estimated Accuracy
 OR0400;SPC SD S     -   165,070.      686,610.      MT  (+/- 180 meters Scaled)
 OR0400
 OR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP793512(NAD 83)
 OR0400
 OR0400                          SUPERSEDED SURVEY CONTROL
 OR0400
 OR0400  NGVD 29 (??/??/92)  472.407  (m)         1549.89   (f) ADJ UNCH    1 2
 OR0400
 OR0400.Superseded values are not recommended for survey control.
 OR0400
 OR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0400.See file dsdata.pdf to determine how the superseded data were derived.
 OR0400
 OR0400_MARKER: DB = BENCH MARK DISK
 OR0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0400_STAMPING: X 317 1946
 OR0400_MARK LOGO: CGS
 OR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0400+STABILITY: SURFACE MOTION
 OR0400
 OR0400  HISTORY     - Date     Condition        Report By
 OR0400  HISTORY     - 1946     MONUMENTED       CGS
 OR0400  HISTORY     - 20120522 MARK NOT FOUND   INDIV
 OR0400
 OR0400                          STATION DESCRIPTION
 OR0400
 OR0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0400'3.8 MI E FROM CHAMBERLAIN.
 OR0400'3.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OR0400'RAILROAD FROM THE STATION AT CHAMBERLAIN, ABOUT 150 YARDS
 OR0400'NORTHEAST OF A WOODEN BRIDGE, 153.0 FEET NORTH OF THE 2ND POLE
 OR0400'WEST OF MILE POST 437, 102.0 FEET NORTH OF AND ABOUT LEVEL WITH
 OR0400'THE CENTER LINE OF THE TRACK, 1.0 FOOT SOUTH OF THE RIGHT OF WAY
 OR0400'FENCE AND 1.5 FEET WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 OR0400'DISK STAMPED X 317 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 OR0400'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 OR0400
 OR0400                          STATION RECOVERY (2012)
 OR0400
 OR0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1497 ***********************************************************************
 NM1497  DESIGNATION -  X 319
 NM1497  PID         -  NM1497
 NM1497  STATE/COUNTY-  SD/YANKTON
 NM1497  COUNTRY     -  US
 NM1497  USGS QUAD   -  TABOR SE (2017)
 NM1497
 NM1497                         *CURRENT SURVEY CONTROL
 NM1497  ______________________________________________________________________
 NM1497* NAD 83(1986) POSITION- 42 51 42.83   (N) 097 32 53.20   (W)   HD_HELD1
 NM1497* NAVD 88 ORTHO HEIGHT -   392.936 (meters)     1289.16  (feet) ADJUSTED
 NM1497  ______________________________________________________________________
 NM1497  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 NM1497  DYNAMIC HEIGHT  -        392.816 (meters)     1288.76  (feet) COMP
 NM1497  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 NM1497
 NM1497  VERT ORDER      -  FIRST     CLASS II
 NM1497
 NM1497.The horizontal coordinates were determined by differentially corrected
 NM1497.hand held GPS observations or other comparable positioning techniques
 NM1497.and have an estimated accuracy of +/- 3 meters.
 NM1497
 NM1497.The orthometric height was determined by differential leveling and
 NM1497.adjusted by the NATIONAL GEODETIC SURVEY
 NM1497.in June 1991.
 NM1497
 NM1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1497.GEOID18 height accuracy estimate available here.
 NM1497
 NM1497.Click photographs - Photos may exist for this station.
 NM1497
 NM1497.The dynamic height is computed by dividing the NAVD 88
 NM1497.geopotential number by the normal gravity value computed on the
 NM1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1497.degrees latitude (g = 980.6199 gals.).
 NM1497
 NM1497.The modeled gravity was interpolated from observed gravity values.
 NM1497
 NM1497;                    North         East    Units  Estimated Accuracy
 NM1497;SPC SD S     -    62,535.6     827,573.5     MT  (+/- 3 meters HH1 GPS) 
 NM1497
 NM1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1860646501(NAD 83)
 NM1497
 NM1497                          SUPERSEDED SURVEY CONTROL
 NM1497
 NM1497  NGVD 29 (??/??/92)  392.721  (m)         1288.45   (f) ADJ UNCH    1 2
 NM1497
 NM1497.Superseded values are not recommended for survey control.
 NM1497
 NM1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1497.See file dsdata.pdf to determine how the superseded data were derived.
 NM1497
 NM1497_MARKER: DB = BENCH MARK DISK
 NM1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1497_STAMPING: X 319 1946
 NM1497_MARK LOGO: CGS
 NM1497_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1497+STABILITY: SURFACE MOTION
 NM1497
 NM1497  HISTORY     - Date     Condition        Report By
 NM1497  HISTORY     - 1946     MONUMENTED       CGS
 NM1497  HISTORY     - 1967     MARK NOT FOUND   CGS
 NM1497  HISTORY     - 20120319 MARK NOT FOUND   INDIV
 NM1497
 NM1497                          STATION DESCRIPTION
 NM1497
 NM1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1497'12.8 MI W FROM YANKTON.
 NM1497'ABOUT 9.4 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO.
 NM1497'50 FROM THE POST OFFICE AT YANKTON, THENCE 3.4 MILES SOUTH ALONG
 NM1497'A GRAVEL SURFACED ROAD, ABOUT 0.1 MILES NORTH OF A ROAD JUNCTION,
 NM1497'51 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTER LINE
 NM1497'OF THE ROAD, 10 FEET EAST OF THE CORNER POST IN A WIRE FENCE, 1
 NM1497'FOOT EAST OF A 4 INCH BY 4 INCH MARKER POST.  A BRONZE DISK STAMPED
 NM1497'X 319 1946, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1497'5 INCHES ABOVE THE GROUND.
 NM1497
 NM1497                          STATION RECOVERY (1967)
 NM1497
 NM1497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NM1497'MARK NOT FOUND.
 NM1497
 NM1497                          STATION RECOVERY (2012)
 NM1497
 NM1497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0127 ***********************************************************************
 OS0127  DESIGNATION -  X 320
 OS0127  PID         -  OS0127
 OS0127  STATE/COUNTY-  SD/TODD
 OS0127  COUNTRY     -  US
 OS0127  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0127
 OS0127                         *CURRENT SURVEY CONTROL
 OS0127  ______________________________________________________________________
 OS0127* NAD 83(1986) POSITION- 43 06 12.     (N) 100 18 51.     (W)   SCALED
 OS0127* NAVD 88 ORTHO HEIGHT -   749.664 (meters)     2459.52  (feet) ADJUSTED
 OS0127  ______________________________________________________________________
 OS0127  GEOID HEIGHT    -        -23.327 (meters)                     GEOID18
 OS0127  DYNAMIC HEIGHT  -        749.370 (meters)     2458.56  (feet) COMP
 OS0127  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 OS0127
 OS0127  VERT ORDER      -  SECOND    CLASS 0
 OS0127
 OS0127.The horizontal coordinates were scaled from a map and have
 OS0127.an estimated accuracy of +/- 6 seconds.
 OS0127
 OS0127.The orthometric height was determined by differential leveling and
 OS0127.adjusted by the NATIONAL GEODETIC SURVEY
 OS0127.in June 1991.
 OS0127
 OS0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0127.GEOID18 height accuracy estimate available here.
 OS0127
 OS0127.Click photographs - Photos may exist for this station.
 OS0127
 OS0127.The dynamic height is computed by dividing the NAVD 88
 OS0127.geopotential number by the normal gravity value computed on the
 OS0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0127.degrees latitude (g = 980.6199 gals.).
 OS0127
 OS0127.The modeled gravity was interpolated from observed gravity values.
 OS0127
 OS0127;                    North         East    Units  Estimated Accuracy
 OS0127;SPC SD S     -    85,540.      601,560.      MT  (+/- 180 meters Scaled)
 OS0127
 OS0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN930731(NAD 83)
 OS0127
 OS0127                          SUPERSEDED SURVEY CONTROL
 OS0127
 OS0127  NGVD 29 (??/??/92)  749.333  (m)         2458.44   (f) ADJ UNCH    2 0
 OS0127
 OS0127.Superseded values are not recommended for survey control.
 OS0127
 OS0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0127.See file dsdata.pdf to determine how the superseded data were derived.
 OS0127
 OS0127_MARKER: DB = BENCH MARK DISK
 OS0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0127_STAMPING: X 320 1946
 OS0127_MARK LOGO: CGS
 OS0127_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0127+STABILITY: SURFACE MOTION
 OS0127
 OS0127  HISTORY     - Date     Condition        Report By
 OS0127  HISTORY     - 1946     MONUMENTED       CGS
 OS0127
 OS0127                          STATION DESCRIPTION
 OS0127
 OS0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0127'9.5 MI W FROM KEYAPAHA.
 OS0127'ABOUT 9.5 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0127'OFFICE AT KEYAPAHA, AND AT AN OFFSET IN THE RIGHT-OF-WAY FENCE,
 OS0127'40 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 OS0127'35 FEET EAST OF A NORTH-SOUTH FENCE, 20 FEET EAST OF THE CENTER
 OS0127'LINE OF A GATE INTO A PASTURE, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 OS0127'FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 OS0127'STAMPED X 320 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 OS0127'PROJECTS 4 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0085 ***********************************************************************
 OS0085  DESIGNATION -  X 321
 OS0085  PID         -  OS0085
 OS0085  STATE/COUNTY-  SD/TRIPP
 OS0085  COUNTRY     -  US
 OS0085  USGS QUAD   -  WITTEN SW (2017)
 OS0085
 OS0085                         *CURRENT SURVEY CONTROL
 OS0085  ______________________________________________________________________
 OS0085* NAD 83(1986) POSITION- 43 16 12.     (N) 100 11 09.     (W)   SCALED
 OS0085* NAVD 88 ORTHO HEIGHT -   769.046 (meters)     2523.11  (feet) ADJUSTED
 OS0085  ______________________________________________________________________
 OS0085  GEOID HEIGHT    -        -24.247 (meters)                     GEOID18
 OS0085  DYNAMIC HEIGHT  -        768.758 (meters)     2522.17  (feet) COMP
 OS0085  MODELED GRAVITY -    980,220.1   (mgal)                       NAVD 88
 OS0085
 OS0085  VERT ORDER      -  SECOND    CLASS 0
 OS0085
 OS0085.The horizontal coordinates were scaled from a map and have
 OS0085.an estimated accuracy of +/- 6 seconds.
 OS0085
 OS0085.The orthometric height was determined by differential leveling and
 OS0085.adjusted by the NATIONAL GEODETIC SURVEY
 OS0085.in June 1991.
 OS0085
 OS0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0085.GEOID18 height accuracy estimate available here.
 OS0085
 OS0085.Click photographs - Photos may exist for this station.
 OS0085
 OS0085.The dynamic height is computed by dividing the NAVD 88
 OS0085.geopotential number by the normal gravity value computed on the
 OS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0085.degrees latitude (g = 980.6199 gals.).
 OS0085
 OS0085.The modeled gravity was interpolated from observed gravity values.
 OS0085
 OS0085;                    North         East    Units  Estimated Accuracy
 OS0085;SPC SD S     -   104,070.      611,970.      MT  (+/- 180 meters Scaled)
 OS0085
 OS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN037914(NAD 83)
 OS0085
 OS0085                          SUPERSEDED SURVEY CONTROL
 OS0085
 OS0085  NGVD 29 (??/??/92)  768.688  (m)         2521.94   (f) ADJ UNCH    2 0
 OS0085
 OS0085.Superseded values are not recommended for survey control.
 OS0085
 OS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0085.See file dsdata.pdf to determine how the superseded data were derived.
 OS0085
 OS0085_MARKER: DB = BENCH MARK DISK
 OS0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0085_STAMPING: X 321 1946
 OS0085_MARK LOGO: CGS
 OS0085_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0085+STABILITY: SURFACE MOTION
 OS0085
 OS0085  HISTORY     - Date     Condition        Report By
 OS0085  HISTORY     - 1946     MONUMENTED       CGS
 OS0085
 OS0085                          STATION DESCRIPTION
 OS0085
 OS0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0085'9 MI SE FROM CARTER.
 OS0085'ABOUT 5.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0085'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0085'AT CARTER, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 3.0
 OS0085'MILES SOUTH ALONG A DIRT ROAD, AND IN THE SOUTHWEST CORNER OF A
 OS0085'SCHOOLYARD, 119 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 OS0085'BUILDING, 45 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 OS0085'OF THE ROAD, 12 FEET SOUTH OF THE CENTER LINE OF THE SCHOOL
 OS0085'DRIVEWAY, 11 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOLYARD,
 OS0085'1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 OS0085'X 321 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OS0085'5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0114 ***********************************************************************
 OS0114  DESIGNATION -  X 322
 OS0114  PID         -  OS0114
 OS0114  STATE/COUNTY-  SD/TRIPP
 OS0114  COUNTRY     -  US
 OS0114  USGS QUAD   -  KEYAPAHA SE (2017)
 OS0114
 OS0114                         *CURRENT SURVEY CONTROL
 OS0114  ______________________________________________________________________
 OS0114* NAD 83(1986) POSITION- 43 03 13.     (N) 100 05 13.     (W)   SCALED
 OS0114* NAVD 88 ORTHO HEIGHT -   729.609 (meters)     2393.73  (feet) ADJUSTED
 OS0114  ______________________________________________________________________
 OS0114  GEOID HEIGHT    -        -23.657 (meters)                     GEOID18
 OS0114  DYNAMIC HEIGHT  -        729.324 (meters)     2392.79  (feet) COMP
 OS0114  MODELED GRAVITY -    980,206.5   (mgal)                       NAVD 88
 OS0114
 OS0114  VERT ORDER      -  SECOND    CLASS 0
 OS0114
 OS0114.The horizontal coordinates were scaled from a map and have
 OS0114.an estimated accuracy of +/- 6 seconds.
 OS0114
 OS0114.The orthometric height was determined by differential leveling and
 OS0114.adjusted by the NATIONAL GEODETIC SURVEY
 OS0114.in June 1991.
 OS0114
 OS0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0114.GEOID18 height accuracy estimate available here.
 OS0114
 OS0114.Click photographs - Photos may exist for this station.
 OS0114
 OS0114.The dynamic height is computed by dividing the NAVD 88
 OS0114.geopotential number by the normal gravity value computed on the
 OS0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0114.degrees latitude (g = 980.6199 gals.).
 OS0114
 OS0114.The modeled gravity was interpolated from observed gravity values.
 OS0114
 OS0114;                    North         East    Units  Estimated Accuracy
 OS0114;SPC SD S     -    80,050.      620,070.      MT  (+/- 180 meters Scaled)
 OS0114
 OS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN114673(NAD 83)
 OS0114
 OS0114                          SUPERSEDED SURVEY CONTROL
 OS0114
 OS0114  NGVD 29 (??/??/92)  729.283  (m)         2392.66   (f) ADJ UNCH    2 0
 OS0114
 OS0114.Superseded values are not recommended for survey control.
 OS0114
 OS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0114.See file dsdata.pdf to determine how the superseded data were derived.
 OS0114
 OS0114_MARKER: DB = BENCH MARK DISK
 OS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0114_STAMPING: X 322 1946
 OS0114_MARK LOGO: CGS
 OS0114_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0114+STABILITY: SURFACE MOTION
 OS0114
 OS0114  HISTORY     - Date     Condition        Report By
 OS0114  HISTORY     - 1946     MONUMENTED       CGS
 OS0114
 OS0114                          STATION DESCRIPTION
 OS0114
 OS0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0114'6.5 MI SE FROM KEYAPAHA.
 OS0114'ABOUT 1.5 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0114'KEYAPAHA, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0
 OS0114'MILE EAST ALONG A DIRT ROAD, AND AT THE INTERSECTION WITH A
 OS0114'DIRT ROAD LEADING SOUTH, 31 FEET NORTH OF AND ABOUT LEVEL WITH
 OS0114'THE CENTER OF THE EAST-WEST ROAD, 16 FEET EAST OF THE CENTER
 OS0114'LINE OF THE NORTH-SOUTH ROAD EXTENDED, 1 FOOT SOUTH OF THE
 OS0114'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 OS0114'PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED X 322 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0775 ***********************************************************************
 NM0775  DESIGNATION -  X 324
 NM0775  PID         -  NM0775
 NM0775  STATE/COUNTY-  SD/UNION
 NM0775  COUNTRY     -  US
 NM0775  USGS QUAD   -  ELK POINT (2017)
 NM0775
 NM0775                         *CURRENT SURVEY CONTROL
 NM0775  ______________________________________________________________________
 NM0775* NAD 83(1986) POSITION- 42 38 57.     (N) 096 39 53.     (W)   SCALED
 NM0775* NAVD 88 ORTHO HEIGHT -   341.685 (meters)     1121.01  (feet) ADJUSTED
 NM0775  ______________________________________________________________________
 NM0775  GEOID HEIGHT    -        -25.666 (meters)                     GEOID18
 NM0775  DYNAMIC HEIGHT  -        341.583 (meters)     1120.68  (feet) COMP
 NM0775  MODELED GRAVITY -    980,312.7   (mgal)                       NAVD 88
 NM0775
 NM0775  VERT ORDER      -  FIRST     CLASS II
 NM0775
 NM0775.The horizontal coordinates were scaled from a map and have
 NM0775.an estimated accuracy of +/- 6 seconds.
 NM0775
 NM0775.The orthometric height was determined by differential leveling and
 NM0775.adjusted by the NATIONAL GEODETIC SURVEY
 NM0775.in June 1991.
 NM0775
 NM0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0775.GEOID18 height accuracy estimate available here.
 NM0775
 NM0775.Click photographs - Photos may exist for this station.
 NM0775
 NM0775.The dynamic height is computed by dividing the NAVD 88
 NM0775.geopotential number by the normal gravity value computed on the
 NM0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0775.degrees latitude (g = 980.6199 gals.).
 NM0775
 NM0775.The modeled gravity was interpolated from observed gravity values.
 NM0775
 NM0775;                    North         East    Units  Estimated Accuracy
 NM0775;SPC SD S     -    41,730.      900,760.      MT  (+/- 180 meters Scaled)
 NM0775
 NM0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN914245(NAD 83)
 NM0775
 NM0775                          SUPERSEDED SURVEY CONTROL
 NM0775
 NM0775  NGVD 29 (??/??/92)  341.498  (m)         1120.40   (f) ADJ UNCH    1 2
 NM0775
 NM0775.Superseded values are not recommended for survey control.
 NM0775
 NM0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0775.See file dsdata.pdf to determine how the superseded data were derived.
 NM0775
 NM0775_MARKER: DB = BENCH MARK DISK
 NM0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0775_STAMPING: X 324 1948
 NM0775_MARK LOGO: CGS
 NM0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0775+STABILITY: SURFACE MOTION
 NM0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0775+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 NM0775
 NM0775  HISTORY     - Date     Condition        Report By
 NM0775  HISTORY     - 1948     MONUMENTED       CGS
 NM0775  HISTORY     - 19900425 GOOD             NGS
 NM0775  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0775
 NM0775                          STATION DESCRIPTION
 NM0775
 NM0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0775'3 MI S FROM ELK POINT.
 NM0775'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0775'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 2.0 MILES
 NM0775'SOUTH ALONG A GRAVEL ROAD, IN THE SOUTHEAST QUARTER OF A ROAD
 NM0775'CROSSING, 45.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 NM0775'ROAD, 34.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM0775'35.3 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF A FENCE,
 NM0775'1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0775'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0775
 NM0775                          STATION RECOVERY (1990)
 NM0775
 NM0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0775'4.1 KM (2.5 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM0775'JUNCTION WITH COUNTY ROAD 10 IN ELK POINT, THENCE 2.0 KM (1.2 MI)
 NM0775'SOUTHERLY ALONG A PAVED ROAD, 10.6 M (34.8 FT) SOUTH OF THE EXTENDED
 NM0775'CENTER OF A ROAD LEADING WEST, 9.5 M (31.2 FT) EAST OF THE CENTERLINE
 NM0775'OF THE PAVED ROAD, 4.8 M (15.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 NM0775'OF AN ELECTRIC TRANSFORMER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 NM0775'ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND IN A CONCRETE
 NM0775'MONUMENT THAT PROJECTS 0.16 M (0.52 FT) ABOVE THE GROUND SURFACE.
 NM0775
 NM0775                          STATION RECOVERY (2012)
 NM0775
 NM0775'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0775'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0844 ***********************************************************************
 NM0844  DESIGNATION -  X 325
 NM0844  PID         -  NM0844
 NM0844  STATE/COUNTY-  SD/UNION
 NM0844  COUNTRY     -  US
 NM0844  USGS QUAD   -  JEFFERSON (2017)
 NM0844
 NM0844                         *CURRENT SURVEY CONTROL
 NM0844  ______________________________________________________________________
 NM0844* NAD 83(1986) POSITION- 42 36 02.     (N) 096 33 43.     (W)   SCALED
 NM0844* NAVD 88 ORTHO HEIGHT -   341.131 (meters)     1119.19  (feet) ADJUSTED
 NM0844  ______________________________________________________________________
 NM0844  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 NM0844  DYNAMIC HEIGHT  -        341.027 (meters)     1118.85  (feet) COMP
 NM0844  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 NM0844
 NM0844  VERT ORDER      -  FIRST     CLASS II
 NM0844
 NM0844.The horizontal coordinates were scaled from a map and have
 NM0844.an estimated accuracy of +/- 6 seconds.
 NM0844
 NM0844.The orthometric height was determined by differential leveling and
 NM0844.adjusted by the NATIONAL GEODETIC SURVEY
 NM0844.in June 1991.
 NM0844
 NM0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0844.GEOID18 height accuracy estimate available here.
 NM0844
 NM0844.Click photographs - Photos may exist for this station.
 NM0844
 NM0844.The dynamic height is computed by dividing the NAVD 88
 NM0844.geopotential number by the normal gravity value computed on the
 NM0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0844.degrees latitude (g = 980.6199 gals.).
 NM0844
 NM0844.The modeled gravity was interpolated from observed gravity values.
 NM0844
 NM0844;                    North         East    Units  Estimated Accuracy
 NM0844;SPC SD S     -    36,710.      909,420.      MT  (+/- 180 meters Scaled)
 NM0844
 NM0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN000193(NAD 83)
 NM0844
 NM0844                          SUPERSEDED SURVEY CONTROL
 NM0844
 NM0844  NGVD 29 (??/??/92)  340.958  (m)         1118.63   (f) ADJ UNCH    1 2
 NM0844
 NM0844.Superseded values are not recommended for survey control.
 NM0844
 NM0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0844.See file dsdata.pdf to determine how the superseded data were derived.
 NM0844
 NM0844_MARKER: DB = BENCH MARK DISK
 NM0844_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM0844_SP_SET: FOUNDATION
 NM0844_STAMPING: X 325 1948
 NM0844_MARK LOGO: CGS
 NM0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0844+STABILITY: SURFACE MOTION
 NM0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0844+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 NM0844
 NM0844  HISTORY     - Date     Condition        Report By
 NM0844  HISTORY     - 1948     MONUMENTED       CGS
 NM0844  HISTORY     - 19900425 GOOD             NGS
 NM0844  HISTORY     - 20120404 GOOD             INDIV
 NM0844
 NM0844                          STATION DESCRIPTION
 NM0844
 NM0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0844'AT JEFFERSON.
 NM0844'AT JEFFERSON, SET VERTICALLY IN THE FRONT OR NORTHEAST FACE OF
 NM0844'THE JEFFERSON SCHOOL, 6.4 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NM0844'MAIN ENTRANCE, 2.8 FEET ABOVE THE SIDEWALK.
 NM0844
 NM0844                          STATION RECOVERY (1990)
 NM0844
 NM0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0844'RECOVERED IN GOOD CONDITION.
 NM0844
 NM0844                          STATION RECOVERY (2012)
 NM0844
 NM0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0162 ***********************************************************************
 OQ0162  DESIGNATION -  X 326
 OQ0162  PID         -  OQ0162
 OQ0162  STATE/COUNTY-  SD/LINCOLN
 OQ0162  COUNTRY     -  US
 OQ0162  USGS QUAD   -  HARRISBURG (2017)
 OQ0162
 OQ0162                         *CURRENT SURVEY CONTROL
 OQ0162  ______________________________________________________________________
 OQ0162* NAD 83(1986) POSITION- 43 23 08.     (N) 096 39 44.     (W)   SCALED
 OQ0162* NAVD 88 ORTHO HEIGHT -   428.434 (meters)     1405.62  (feet) ADJUSTED
 OQ0162  ______________________________________________________________________
 OQ0162  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 OQ0162  DYNAMIC HEIGHT  -        428.318 (meters)     1405.24  (feet) COMP
 OQ0162  MODELED GRAVITY -    980,336.8   (mgal)                       NAVD 88
 OQ0162
 OQ0162  VERT ORDER      -  FIRST     CLASS II
 OQ0162
 OQ0162.The horizontal coordinates were scaled from a map and have
 OQ0162.an estimated accuracy of +/- 6 seconds.
 OQ0162
 OQ0162.The orthometric height was determined by differential leveling and
 OQ0162.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0162.in June 1991.
 OQ0162
 OQ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0162.GEOID18 height accuracy estimate available here.
 OQ0162
 OQ0162.Click photographs - Photos may exist for this station.
 OQ0162
 OQ0162.The dynamic height is computed by dividing the NAVD 88
 OQ0162.geopotential number by the normal gravity value computed on the
 OQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0162.degrees latitude (g = 980.6199 gals.).
 OQ0162
 OQ0162.The modeled gravity was interpolated from observed gravity values.
 OQ0162
 OQ0162;                    North         East    Units  Estimated Accuracy
 OQ0162;SPC SD S     -   123,470.      897,350.      MT  (+/- 180 meters Scaled)
 OQ0162
 OQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP893062(NAD 83)
 OQ0162
 OQ0162                          SUPERSEDED SURVEY CONTROL
 OQ0162
 OQ0162  NGVD 29 (??/??/92)  428.178  (m)         1404.78   (f) ADJ UNCH    1 2
 OQ0162
 OQ0162.Superseded values are not recommended for survey control.
 OQ0162
 OQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0162.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0162
 OQ0162_MARKER: DB = BENCH MARK DISK
 OQ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0162_STAMPING: X 326 1949
 OQ0162_MARK LOGO: CGS
 OQ0162_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0162+STABILITY: SURFACE MOTION
 OQ0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0162+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 OQ0162
 OQ0162  HISTORY     - Date     Condition        Report By
 OQ0162  HISTORY     - 1949     MONUMENTED       CGS
 OQ0162  HISTORY     - 20110218 GOOD             INDIV
 OQ0162
 OQ0162                          STATION DESCRIPTION
 OQ0162
 OQ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0162'3.7 MI SE FROM HARRISBURG.
 OQ0162'3.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0162'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, 0.2
 OQ0162'MILE SOUTHEAST OF A ROAD CROSSING, 46.0 FEET SOUTHWEST OF THE
 OQ0162'SOUTHWEST RAIL, 40.0 FEET SOUTHEAST OF THE CENTER OF AN
 OQ0162'IRON FRAME GATE, 1.4 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE,
 OQ0162'1.2 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 OQ0162'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OQ0162
 OQ0162                          STATION RECOVERY (2011)
 OQ0162
 OQ0162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0247 ***********************************************************************
 OQ0247  DESIGNATION -  X 327
 OQ0247  PID         -  OQ0247
 OQ0247  STATE/COUNTY-  SD/LINCOLN
 OQ0247  COUNTRY     -  US
 OQ0247  USGS QUAD   -  HARRISBURG (2017)
 OQ0247
 OQ0247                         *CURRENT SURVEY CONTROL
 OQ0247  ______________________________________________________________________
 OQ0247* NAD 83(2011) POSITION- 43 29 21.96216(N) 096 41 15.42264(W)   ADJUSTED
 OQ0247* NAD 83(2011) ELLIP HT-   422.885 (meters)        (06/27/12)   ADJUSTED
 OQ0247* NAD 83(2011) EPOCH   -  2010.00
 OQ0247* NAVD 88 ORTHO HEIGHT -   449.276 (meters)     1474.00  (feet) ADJUSTED
 OQ0247  ______________________________________________________________________
 OQ0247  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 OQ0247  NAD 83(2011) X  -   -539,774.822 (meters)                     COMP
 OQ0247  NAD 83(2011) Y  - -4,603,469.801 (meters)                     COMP
 OQ0247  NAD 83(2011) Z  -  4,367,401.201 (meters)                     COMP
 OQ0247  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 OQ0247  DYNAMIC HEIGHT  -        449.158 (meters)     1473.61  (feet) COMP
 OQ0247  MODELED GRAVITY -    980,342.3   (mgal)                       NAVD 88
 OQ0247
 OQ0247  VERT ORDER      -  SECOND    CLASS 0
 OQ0247
 OQ0247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OQ0247  Standards:
 OQ0247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OQ0247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OQ0247  -------------------------------------------------------------------
 OQ0247  NETWORK    0.76   1.35           0.34   0.27   0.69      0.02028052
 OQ0247  -------------------------------------------------------------------
 OQ0247  Click here for local accuracies and other accuracy information.
 OQ0247
 OQ0247.The horizontal coordinates were established by GPS observations
 OQ0247.and adjusted by the National Geodetic Survey in June 2012.
 OQ0247
 OQ0247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OQ0247.been affixed to the stable North American tectonic plate. See 
 OQ0247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OQ0247
 OQ0247.The horizontal coordinates are valid at the epoch date displayed above
 OQ0247.which is a decimal equivalence of Year/Month/Day.
 OQ0247
 OQ0247.The orthometric height was determined by differential leveling and
 OQ0247.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0247.in June 1991.
 OQ0247
 OQ0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0247.GEOID18 height accuracy estimate available here.
 OQ0247
 OQ0247.Click photographs - Photos may exist for this station.
 OQ0247
 OQ0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0247
 OQ0247.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0247
 OQ0247.The ellipsoidal height was determined by GPS observations
 OQ0247.and is referenced to NAD 83.
 OQ0247
 OQ0247.The dynamic height is computed by dividing the NAVD 88
 OQ0247.geopotential number by the normal gravity value computed on the
 OQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0247.degrees latitude (g = 980.6199 gals.).
 OQ0247
 OQ0247.The modeled gravity was interpolated from observed gravity values.
 OQ0247
 OQ0247. The following values were computed from the NAD 83(2011) position.
 OQ0247
 OQ0247;                    North         East     Units Scale Factor Converg.
 OQ0247;SPC SD S     -   134,903.090   894,783.402   MT  0.99990939   +2 30 54.0
 OQ0247;SPC SD S     -   442,594.55  2,935,635.21   sFT  0.99990939   +2 30 54.0
 OQ0247;UTM  14      - 4,817,765.390   686,978.371   MT  1.00003006   +1 35 30.8
 OQ0247
 OQ0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0247!SPC SD S     -   0.99993369  x   0.99990939  =   0.99984309
 OQ0247!UTM  14      -   0.99993369  x   1.00003006  =   0.99996375
 OQ0247
 OQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8697817765(NAD 83)
 OQ0247
 OQ0247                          SUPERSEDED SURVEY CONTROL
 OQ0247
 OQ0247  NAD 83(2007)-  43 29 21.96213(N)    096 41 15.42355(W) AD(2002.00) 1
 OQ0247  ELLIP H (12/22/10)  422.910  (m)                       GP(2002.00) 4 1
 OQ0247  NAD 83(1995)-  43 29 21.96173(N)    096 41 15.42290(W) AD(       ) 1
 OQ0247  ELLIP H (06/28/06)  422.946  (m)                       GP(       ) 4 1
 OQ0247  NAVD 88             449.28   (m)         1474.0    (f) LEVELING    3  
 OQ0247  NGVD 29 (??/??/92)  449.008  (m)         1473.12   (f) ADJ UNCH    2 0
 OQ0247
 OQ0247.Superseded values are not recommended for survey control.
 OQ0247
 OQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0247.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0247
 OQ0247_MARKER: DB = BENCH MARK DISK
 OQ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0247_STAMPING: X 327 1949
 OQ0247_MARK LOGO: CGS
 OQ0247_PROJECTION: PROJECTING 13 CENTIMETERS
 OQ0247_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0247+STABILITY: SURFACE MOTION
 OQ0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0247+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2009
 OQ0247
 OQ0247  HISTORY     - Date     Condition        Report By
 OQ0247  HISTORY     - 1949     MONUMENTED       CGS
 OQ0247  HISTORY     - 20051117 GOOD             MNDT
 OQ0247  HISTORY     - 20090216 GOOD             GEOCAC
 OQ0247  HISTORY     - 20101214 MARK NOT FOUND   INDIV
 OQ0247
 OQ0247                          STATION DESCRIPTION
 OQ0247
 OQ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0247'4.5 MI NE FROM HARRISBURG.
 OQ0247'0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0247'AT HARRISBURG, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0247'AT THE FARM HOME OF TOM HAYES AND AT THE SOUTHWEST CORNER OF
 OQ0247'THE FRONT YARD, 136.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OQ0247'OF THE HOUSE, 36.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 OQ0247'ROAD, 29.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 OQ0247'2.7 FEET NORTHWEST OF THE SOUTHWEST CORNER POST OF THE FRONT
 OQ0247'YARD FENCE, 1.2 FEET WEST OF THE YARD FENCE, AND SET IN THE
 OQ0247'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0247
 OQ0247                          STATION RECOVERY (2005)
 OQ0247
 OQ0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0247'4.35 MILES NORTHEAST OF HARRISBURG, 2.0 MILES NOTH ALONG TRUNK HIGHWAY
 OQ0247'11 FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 106 NEAR
 OQ0247'HARRISBURG, THENCE 2.0 MILES WEST ALONG 269TH STREET, AT THE JUNCTION
 OQ0247'OF 269TH STREET AND SOUTHEASTERN AVENUE, 30.0 FEET EAST OF
 OQ0247'SOUTHEASTERN AVENUE, 38.5 FEET NORTH OF 269TH STREET, 2.7 FEET
 OQ0247'NORTHWEST OF THE SOUTHWEST CORNER POST OF FENCE, NEXT TO STREET SIGN
 OQ0247'ON SOUTHEASTERN AVENUE
 OQ0247
 OQ0247                          STATION RECOVERY (2009)
 OQ0247
 OQ0247'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0247'RECOVERED IN GOOD CONDITION.
 OQ0247
 OQ0247                          STATION RECOVERY (2010)
 OQ0247
 OQ0247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RMM)
 OQ0247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0239 ***********************************************************************
 OQ0239  DESIGNATION -  X 328
 OQ0239  PID         -  OQ0239
 OQ0239  STATE/COUNTY-  SD/LINCOLN
 OQ0239  COUNTRY     -  US
 OQ0239  USGS QUAD   -  KLONDIKE (2018)
 OQ0239
 OQ0239                         *CURRENT SURVEY CONTROL
 OQ0239  ______________________________________________________________________
 OQ0239* NAD 83(1986) POSITION- 43 29 25.82   (N) 096 35 13.69   (W)   HD_HELD1
 OQ0239* NAVD 88 ORTHO HEIGHT -   387.860 (meters)     1272.50  (feet) ADJUSTED
 OQ0239  ______________________________________________________________________
 OQ0239  GEOID HEIGHT    -        -26.466 (meters)                     GEOID18
 OQ0239  DYNAMIC HEIGHT  -        387.758 (meters)     1272.17  (feet) COMP
 OQ0239  MODELED GRAVITY -    980,345.9   (mgal)                       NAVD 88
 OQ0239
 OQ0239  VERT ORDER      -  SECOND    CLASS 0
 OQ0239
 OQ0239.The horizontal coordinates were determined by differentially corrected
 OQ0239.hand held GPS observations or other comparable positioning techniques
 OQ0239.and have an estimated accuracy of +/- 3 meters.
 OQ0239
 OQ0239.The orthometric height was determined by differential leveling and
 OQ0239.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0239.in June 1991.
 OQ0239
 OQ0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0239.GEOID18 height accuracy estimate available here.
 OQ0239
 OQ0239.Click photographs - Photos may exist for this station.
 OQ0239
 OQ0239.The dynamic height is computed by dividing the NAVD 88
 OQ0239.geopotential number by the normal gravity value computed on the
 OQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0239.degrees latitude (g = 980.6199 gals.).
 OQ0239
 OQ0239.The modeled gravity was interpolated from observed gravity values.
 OQ0239
 OQ0239;                    North         East    Units  Estimated Accuracy
 OQ0239;SPC SD S     -   135,383.6     902,897.3     MT  (+/- 3 meters HH1 GPS) 
 OQ0239
 OQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9510018115(NAD 83)
 OQ0239
 OQ0239                          SUPERSEDED SURVEY CONTROL
 OQ0239
 OQ0239  NGVD 29 (??/??/92)  387.594  (m)         1271.63   (f) ADJ UNCH    2 0
 OQ0239
 OQ0239.Superseded values are not recommended for survey control.
 OQ0239
 OQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0239.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0239
 OQ0239_MARKER: DB = BENCH MARK DISK
 OQ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0239_STAMPING: X 328 1949
 OQ0239_MARK LOGO: CGS
 OQ0239_PROJECTION: PROJECTING 24 CENTIMETERS
 OQ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0239+STABILITY: SURFACE MOTION
 OQ0239
 OQ0239  HISTORY     - Date     Condition        Report By
 OQ0239  HISTORY     - 1949     MONUMENTED       CGS
 OQ0239
 OQ0239                          STATION DESCRIPTION
 OQ0239
 OQ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0239'10 MI NE FROM HARRISBURG.
 OQ0239'4.5 MILES EAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 OQ0239'AT HARRISBURG, THENCE 4.25 MILES NORTH ALONG A GRAVELED ROAD,
 OQ0239'THENCE 1.35 MILES EAST ALONG A GRAVELED ROAD, AT THE BRIDGE OVER
 OQ0239'THE BIG SIOUX RIVER, 129.0 FEET WEST OF THE NORTHWEST CORNER
 OQ0239'OF THE BRIDGE, 65.0 FEET WEST OF THE CENTER LINE OF A WOODS
 OQ0239'ROAD, 42.0 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD,
 OQ0239'12.0 FEET SOUTHWEST OF A 24-INCH COTTONWOOD WITH A TRIANGULAR
 OQ0239'BLAZE ON THE SOUTH SIDE OF THE TREE, 2.0 FEET EAST OF A
 OQ0239'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0239'0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0234 ***********************************************************************
 PR0234  DESIGNATION -  X 329
 PR0234  PID         -  PR0234
 PR0234  STATE/COUNTY-  SD/BROOKINGS
 PR0234  COUNTRY     -  US
 PR0234  USGS QUAD   -  BRUCE (2017)
 PR0234
 PR0234                         *CURRENT SURVEY CONTROL
 PR0234  ______________________________________________________________________
 PR0234* NAD 83(1986) POSITION- 44 24 21.     (N) 096 55 36.     (W)   SCALED
 PR0234* NAVD 88 ORTHO HEIGHT -   491.603 (meters)     1612.87  (feet) ADJUSTED
 PR0234  ______________________________________________________________________
 PR0234  GEOID HEIGHT    -        -25.068 (meters)                     GEOID18
 PR0234  DYNAMIC HEIGHT  -        491.520 (meters)     1612.60  (feet) COMP
 PR0234  MODELED GRAVITY -    980,433.2   (mgal)                       NAVD 88
 PR0234
 PR0234  VERT ORDER      -  SECOND    CLASS 0
 PR0234
 PR0234.The horizontal coordinates were scaled from a map and have
 PR0234.an estimated accuracy of +/- 6 seconds.
 PR0234
 PR0234.The orthometric height was determined by differential leveling and
 PR0234.adjusted by the NATIONAL GEODETIC SURVEY
 PR0234.in June 1991.
 PR0234
 PR0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0234.GEOID18 height accuracy estimate available here.
 PR0234
 PR0234.Click photographs - Photos may exist for this station.
 PR0234
 PR0234.The dynamic height is computed by dividing the NAVD 88
 PR0234.geopotential number by the normal gravity value computed on the
 PR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0234.degrees latitude (g = 980.6199 gals.).
 PR0234
 PR0234.The modeled gravity was interpolated from observed gravity values.
 PR0234
 PR0234;                    North         East    Units  Estimated Accuracy
 PR0234;SPC SD N     -    68,260.      844,760.      MT  (+/- 180 meters Scaled)
 PR0234
 PR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ650190(NAD 83)
 PR0234
 PR0234                          SUPERSEDED SURVEY CONTROL
 PR0234
 PR0234  NGVD 29 (??/??/92)  491.340  (m)         1612.00   (f) ADJ UNCH    2 0
 PR0234
 PR0234.Superseded values are not recommended for survey control.
 PR0234
 PR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0234.See file dsdata.pdf to determine how the superseded data were derived.
 PR0234
 PR0234_MARKER: DB = BENCH MARK DISK
 PR0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0234_STAMPING: X 329 1949
 PR0234_MARK LOGO: CGS
 PR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0234+STABILITY: SURFACE MOTION
 PR0234
 PR0234  HISTORY     - Date     Condition        Report By
 PR0234  HISTORY     - 1949     MONUMENTED       CGS
 PR0234
 PR0234                          STATION DESCRIPTION
 PR0234
 PR0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0234'5.5 MI N FROM VOLGA.
 PR0234'5.5 MILES NORTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PR0234'NORTH WESTERN RAILWAY STATION AT VOLGA, 0.5 MILE NORTH OF A
 PR0234'ROAD INTERSECTION, 41.0 FEET EAST OF THE CENTER LINE OF THE
 PR0234'ROAD, 3.3 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET WEST OF A
 PR0234'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PR0234'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0286 ***********************************************************************
 OQ0286  DESIGNATION -  X 330
 OQ0286  PID         -  OQ0286
 OQ0286  STATE/COUNTY-  SD/MINNEHAHA
 OQ0286  COUNTRY     -  US
 OQ0286  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0286
 OQ0286                         *CURRENT SURVEY CONTROL
 OQ0286  ______________________________________________________________________
 OQ0286* NAD 83(1986) POSITION- 43 33 50.     (N) 096 41 27.     (W)   SCALED
 OQ0286* NAVD 88 ORTHO HEIGHT -   408.329 (meters)     1339.66  (feet) ADJUSTED
 OQ0286  ______________________________________________________________________
 OQ0286  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 OQ0286  DYNAMIC HEIGHT  -        408.222 (meters)     1339.31  (feet) COMP
 OQ0286  MODELED GRAVITY -    980,347.9   (mgal)                       NAVD 88
 OQ0286
 OQ0286  VERT ORDER      -  FIRST     CLASS II
 OQ0286
 OQ0286.The horizontal coordinates were scaled from a map and have
 OQ0286.an estimated accuracy of +/- 6 seconds.
 OQ0286
 OQ0286.The orthometric height was determined by differential leveling and
 OQ0286.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0286.in June 1991.
 OQ0286
 OQ0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0286.GEOID18 height accuracy estimate available here.
 OQ0286
 OQ0286.Click photographs - Photos may exist for this station.
 OQ0286
 OQ0286.The dynamic height is computed by dividing the NAVD 88
 OQ0286.geopotential number by the normal gravity value computed on the
 OQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0286.degrees latitude (g = 980.6199 gals.).
 OQ0286
 OQ0286.The modeled gravity was interpolated from observed gravity values.
 OQ0286
 OQ0286;                    North         East    Units  Estimated Accuracy
 OQ0286;SPC SD S     -   143,160.      894,160.      MT  (+/- 180 meters Scaled)
 OQ0286
 OQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP864260(NAD 83)
 OQ0286
 OQ0286                          SUPERSEDED SURVEY CONTROL
 OQ0286
 OQ0286  NGVD 29 (??/??/92)  408.056  (m)         1338.76   (f) ADJ UNCH    1 2
 OQ0286
 OQ0286.Superseded values are not recommended for survey control.
 OQ0286
 OQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0286.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0286
 OQ0286_MARKER: DB = BENCH MARK DISK
 OQ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0286_STAMPING: X 330 1949
 OQ0286_MARK LOGO: CGS
 OQ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0286+STABILITY: SURFACE MOTION
 OQ0286
 OQ0286  HISTORY     - Date     Condition        Report By
 OQ0286  HISTORY     - 1949     MONUMENTED       CGS
 OQ0286  HISTORY     - 1961     MARK NOT FOUND   USGS
 OQ0286  HISTORY     - 20110225 MARK NOT FOUND   INDIV
 OQ0286
 OQ0286                          STATION DESCRIPTION
 OQ0286
 OQ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0286'2.2 MI NE FROM SIOUX FALLS.
 OQ0286'2.2 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0286'OMAHA RAILWAY FROM THE STATION AT SIOUX FALLS, AT A ROAD CROSSING,
 OQ0286'2 POLES NORTHEAST OF MILEPOST 56/10, 64.0 FEET SOUTHEAST OF THE
 OQ0286'CENTER OF THE ROAD CROSSING, 46.0 FEET SOUTH OF THE SOUTH RAIL
 OQ0286'OF THE TRACK, 3.0 FEET WEST OF THE EXTENDED CENTER LINE OF A
 OQ0286'PRIVATE ROAD LEADING NORTH TO A FARMHOUSE, 1.5 FEET EAST OF A
 OQ0286'REFERENCE POST, 1.2 FEET NORTH OF A FENCE, AND SET IN THE TOP
 OQ0286'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0286
 OQ0286                          STATION RECOVERY (1961)
 OQ0286
 OQ0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OQ0286'MARK NOT FOUND.
 OQ0286
 OQ0286                          STATION RECOVERY (2011)
 OQ0286
 OQ0286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0286 ***********************************************************************
 PT0286  DESIGNATION -  X 331 RESET
 PT0286  PID         -  PT0286
 PT0286  STATE/COUNTY-  SD/STANLEY
 PT0286  COUNTRY     -  US
 PT0286  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0286
 PT0286                         *CURRENT SURVEY CONTROL
 PT0286  ______________________________________________________________________
 PT0286* NAD 83(1986) POSITION- 44 25 42.     (N) 100 33 47.     (W)   SCALED
 PT0286* NAVD 88 ORTHO HEIGHT -   565.55  (meters)     1855.5   (feet) RESET
 PT0286  ______________________________________________________________________
 PT0286  GEOID HEIGHT    -        -23.069 (meters)                     GEOID18
 PT0286  VERT ORDER      -  THIRD
 PT0286
 PT0286.The horizontal coordinates were scaled from a map and have
 PT0286.an estimated accuracy of +/- 6 seconds.
 PT0286
 PT0286.The orthometric height was computed from unverified reset data.
 PT0286
 PT0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0286.GEOID18 height accuracy estimate available here.
 PT0286
 PT0286.Click photographs - Photos may exist for this station.
 PT0286
 PT0286;                    North         East    Units  Estimated Accuracy
 PT0286;SPC SD S     -   232,770.      581,710.      MT  (+/- 180 meters Scaled)
 PT0286
 PT0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ755206(NAD 83)
 PT0286
 PT0286                          SUPERSEDED SURVEY CONTROL
 PT0286
 PT0286.No superseded survey control is available for this station.
 PT0286
 PT0286_MARKER: DB = BENCH MARK DISK
 PT0286_STAMPING: X 331 RESET 1970
 PT0286_MARK LOGO: CGS
 PT0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PT0286
 PT0286  HISTORY     - Date     Condition        Report By
 PT0286  HISTORY     - 1970     MONUMENTED       NGS
 PT0286
 PT0286                          STATION DESCRIPTION
 PT0286
 PT0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0286'11.9 NW FROM FORT PIERRE.
 PT0286'0.9 MILE WESTERLY FROM THE POST OFFICE AND FEDERAL BUILDING
 PT0286'IN PIERRE, ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 34 TO THE
 PT0286'CENTER OF THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE WESTERLY
 PT0286'FOR 6.75 MILES ON HIGHWAYS 14 AND 34 TO A SIDE ROAD RIGHT AND
 PT0286'SIGN, MISSION RIDGE, TURN RIGHT AND GO NORTH AND WEST ON GRAVELED
 PT0286'ROAD FOR 4.25 MILES TO THE JUNCTION WITH MISSION RIDGE ROAD
 PT0286'LEADING FROM OAHE DAM, BEAR LEFT AND GO 1.4 MILES TO THE MARK
 PT0286'ON THE RIGHT IN PASTURE, 101 FEET NORTH OF THE CENTER OF ROAD,
 PT0286'26 FEET NORTH OF R.O.W. FENCE, AND 1.5 FEET WEST OF A METAL
 PT0286'WITNESS POST.  THE DISK WAS REMOVED FROM THE MARK X 331 1949
 PT0286'AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0026 ***********************************************************************
 QS0026  DESIGNATION -  X 332
 QS0026  PID         -  QS0026
 QS0026  STATE/COUNTY-  SD/CAMPBELL
 QS0026  COUNTRY     -  US
 QS0026  USGS QUAD   -  POLLOCK (2017)
 QS0026
 QS0026                         *CURRENT SURVEY CONTROL
 QS0026  ______________________________________________________________________
 QS0026* NAD 83(1986) POSITION- 45 54 47.     (N) 100 17 59.     (W)   SCALED
 QS0026* NAVD 88 ORTHO HEIGHT -   508.307 (meters)     1667.67  (feet) ADJUSTED
 QS0026  ______________________________________________________________________
 QS0026  GEOID HEIGHT    -        -21.865 (meters)                     GEOID18
 QS0026  DYNAMIC HEIGHT  -        508.283 (meters)     1667.59  (feet) COMP
 QS0026  MODELED GRAVITY -    980,550.8   (mgal)                       NAVD 88
 QS0026
 QS0026  VERT ORDER      -  FIRST     CLASS II
 QS0026
 QS0026.The horizontal coordinates were scaled from a map and have
 QS0026.an estimated accuracy of +/- 6 seconds.
 QS0026
 QS0026.The orthometric height was determined by differential leveling and
 QS0026.adjusted by the NATIONAL GEODETIC SURVEY
 QS0026.in June 1991.
 QS0026
 QS0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0026.GEOID18 height accuracy estimate available here.
 QS0026
 QS0026.Click photographs - Photos may exist for this station.
 QS0026
 QS0026.The dynamic height is computed by dividing the NAVD 88
 QS0026.geopotential number by the normal gravity value computed on the
 QS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0026.degrees latitude (g = 980.6199 gals.).
 QS0026
 QS0026.The modeled gravity was interpolated from observed gravity values.
 QS0026
 QS0026;                    North         East    Units  Estimated Accuracy
 QS0026;SPC SD N     -   231,160.      576,750.      MT  (+/- 180 meters Scaled)
 QS0026
 QS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR992852(NAD 83)
 QS0026
 QS0026                          SUPERSEDED SURVEY CONTROL
 QS0026
 QS0026  NGVD 29 (??/??/92)  507.928  (m)         1666.43   (f) ADJ UNCH    1 2
 QS0026
 QS0026.Superseded values are not recommended for survey control.
 QS0026
 QS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0026.See file dsdata.pdf to determine how the superseded data were derived.
 QS0026
 QS0026_MARKER: DB = BENCH MARK DISK
 QS0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0026_STAMPING: X 332 1949
 QS0026_MARK LOGO: CGS
 QS0026_PROJECTION: PROJECTING 9 CENTIMETERS
 QS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0026+STABILITY: SURFACE MOTION
 QS0026
 QS0026  HISTORY     - Date     Condition        Report By
 QS0026  HISTORY     - 1949     MONUMENTED       CGS
 QS0026
 QS0026                          STATION DESCRIPTION
 QS0026
 QS0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0026'0.6 MI W FROM POLLOCK.
 QS0026'0.6 MILE WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0026'MAIN STREET OF POLLOCK, ON THE SOUTHEAST SLOPE OF A SMALL KNOLL,
 QS0026'133 YARDS (PACED) WEST OF A FENCE LINE, 91 FEET NORTH OF THE
 QS0026'CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A REFERENCE POST, AND
 QS0026'SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.3 FOOT
 QS0026'ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS
 QS0026'BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0457 ***********************************************************************
 OT0457  DESIGNATION -  X 333
 OT0457  PID         -  OT0457
 OT0457  STATE/COUNTY-  SD/FALL RIVER
 OT0457  COUNTRY     -  US
 OT0457  USGS QUAD   -  PROVO (2017)
 OT0457
 OT0457                         *CURRENT SURVEY CONTROL
 OT0457  ______________________________________________________________________
 OT0457* NAD 83(1986) POSITION- 43 14 22.     (N) 103 52 21.     (W)   SCALED
 OT0457* NAVD 88 ORTHO HEIGHT -  1091.822 (meters)     3582.09  (feet) POSTED
 OT0457  ______________________________________________________________________
 OT0457  GEOID HEIGHT    -        -15.122 (meters)                     GEOID18
 OT0457  DYNAMIC HEIGHT  -       1091.36  (meters)     3580.6   (feet) COMP
 OT0457  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 OT0457
 OT0457  VERT ORDER      -  * POSTED, SEE BELOW
 OT0457
 OT0457.The horizontal coordinates were scaled from a map and have
 OT0457.an estimated accuracy of +/- 6 seconds.
 OT0457
 OT0457.The orthometric height was determined by differential leveling
 OT0457.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0457
 OT0457.* This is a POSTED BENCH MARK height.
 OT0457
 OT0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0457.GEOID18 height accuracy estimate available here.
 OT0457
 OT0457.Click photographs - Photos may exist for this station.
 OT0457
 OT0457.The dynamic height is computed by dividing the NAVD 88
 OT0457.geopotential number by the normal gravity value computed on the
 OT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0457.degrees latitude (g = 980.6199 gals.).
 OT0457
 OT0457.The modeled gravity was interpolated from observed gravity values.
 OT0457
 OT0457;                    North         East    Units  Estimated Accuracy
 OT0457;SPC SD S     -   106,780.      312,640.      MT  (+/- 180 meters Scaled)
 OT0457
 OT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH915880(NAD 83)
 OT0457
 OT0457                          SUPERSEDED SURVEY CONTROL
 OT0457
 OT0457  NGVD 29 (??/??/92) 1091.272  (m)         3580.28   (f) ADJ UNCH    1 2
 OT0457
 OT0457.Superseded values are not recommended for survey control.
 OT0457
 OT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0457.See file dsdata.pdf to determine how the superseded data were derived.
 OT0457
 OT0457_MARKER: DB = BENCH MARK DISK
 OT0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0457_SP_SET: BRIDGE PIER
 OT0457_STAMPING: X 333 1957
 OT0457_MARK LOGO: CGS
 OT0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0457
 OT0457  HISTORY     - Date     Condition        Report By
 OT0457  HISTORY     - 1957     MONUMENTED       CGS
 OT0457  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0457
 OT0457                          STATION DESCRIPTION
 OT0457
 OT0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0457'4 MI NW FROM PROVO.
 OT0457'ABOUT 4.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0457'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 27,
 OT0457'T. 10 S., R. 2 E., IN THE TOP OF THE EAST END OF THE PIER UNDER
 OT0457'THE SOUTH END OF THE GIRDER SPAN OF BRIDGE 470.98 OVER COAL
 OT0457'CREEK, 15 FEET NORTH OF THE SOUTH END OF THE BRIDGE, 5 FEET
 OT0457'EAST OF THE EAST RAIL AND ABOUT 3 1/2 FEET BELOW THE TOP
 OT0457'OF THE RAIL.
 OT0457
 OT0457                          STATION RECOVERY (1985)
 OT0457
 OT0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0457'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0816 ***********************************************************************
 OT0816  DESIGNATION -  X 334 RESET
 OT0816  PID         -  OT0816
 OT0816  STATE/COUNTY-  SD/FALL RIVER
 OT0816  COUNTRY     -  US
 OT0816  USGS QUAD   -  EDGEMONT (2017)
 OT0816
 OT0816                         *CURRENT SURVEY CONTROL
 OT0816  ______________________________________________________________________
 OT0816* NAD 83(1986) POSITION- 43 18 12.     (N) 103 51 22.     (W)   SCALED
 OT0816* NAVD 88 ORTHO HEIGHT -  1087.32  (meters)     3567.3   (feet) RESET
 OT0816  ______________________________________________________________________
 OT0816  GEOID HEIGHT    -        -15.041 (meters)                     GEOID18
 OT0816  VERT ORDER      -  THIRD
 OT0816
 OT0816.The horizontal coordinates were scaled from a map and have
 OT0816.an estimated accuracy of +/- 6 seconds.
 OT0816
 OT0816.The orthometric height was computed from unverified reset data.
 OT0816
 OT0816.No vertical observational check was made to the station.
 OT0816
 OT0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0816.GEOID18 height accuracy estimate available here.
 OT0816
 OT0816.Click photographs - Photos may exist for this station.
 OT0816
 OT0816;                    North         East    Units  Estimated Accuracy
 OT0816;SPC SD S     -   113,820.      314,270.      MT  (+/- 180 meters Scaled)
 OT0816
 OT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH927951(NAD 83)
 OT0816
 OT0816                          SUPERSEDED SURVEY CONTROL
 OT0816
 OT0816  NGVD 29 (04/17/07) 1086.79   (m)         3565.6    (f) RESET       3  
 OT0816
 OT0816.Superseded values are not recommended for survey control.
 OT0816
 OT0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0816.See file dsdata.pdf to determine how the superseded data were derived.
 OT0816
 OT0816_MARKER: DV = VERTICAL CONTROL DISK
 OT0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0816_STAMPING: X 334 RESET 1986
 OT0816_MARK LOGO: NGS
 OT0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0816+STABILITY: SURFACE MOTION
 OT0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0816+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OT0816
 OT0816  HISTORY     - Date     Condition        Report By
 OT0816  HISTORY     - 1986     MONUMENTED       NGS
 OT0816
 OT0816                          STATION DESCRIPTION
 OT0816
 OT0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OT0816'2.0 KM (1.25 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0816'STATE HIGHWAY 471, IN EDGEMONT, 23.2 M (76.1 FT) SOUTH FROM THE
 OT0816'CENTER OF 18, 7.6 M (24.9 FT) WEST FROM THE CENTER OF A DRIVEWAY,
 OT0816'0.5 M (1.6 FT) NORTH FROM THE RIGHT OF WAY FENCE, 0.3 M (1.0 FT)
 OT0816'SOUTH FROM A WITNESS POST, IN THE TOP OF A CONCRETE POST THAT
 OT0816'PROJECTS 0.15 M (0.5 FT).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0446 ***********************************************************************
 OT0446  DESIGNATION -  X 335
 OT0446  PID         -  OT0446
 OT0446  STATE/COUNTY-  SD/FALL RIVER
 OT0446  COUNTRY     -  US
 OT0446  USGS QUAD   -  PROVO (2017)
 OT0446
 OT0446                         *CURRENT SURVEY CONTROL
 OT0446  ______________________________________________________________________
 OT0446* NAD 83(1986) POSITION- 43 10 09.     (N) 103 45 24.     (W)   SCALED
 OT0446* NAVD 88 ORTHO HEIGHT -  1101.073 (meters)     3612.44  (feet) ADJUSTED
 OT0446  ______________________________________________________________________
 OT0446  GEOID HEIGHT    -        -15.456 (meters)                     GEOID18
 OT0446  DYNAMIC HEIGHT  -       1100.593 (meters)     3610.86  (feet) COMP
 OT0446  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 OT0446
 OT0446  VERT ORDER      -  FIRST     CLASS II
 OT0446
 OT0446.The horizontal coordinates were scaled from a map and have
 OT0446.an estimated accuracy of +/- 6 seconds.
 OT0446
 OT0446.The orthometric height was determined by differential leveling and
 OT0446.adjusted by the NATIONAL GEODETIC SURVEY
 OT0446.in June 1991.
 OT0446
 OT0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0446.GEOID18 height accuracy estimate available here.
 OT0446
 OT0446.Click photographs - Photos may exist for this station.
 OT0446
 OT0446.The dynamic height is computed by dividing the NAVD 88
 OT0446.geopotential number by the normal gravity value computed on the
 OT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0446.degrees latitude (g = 980.6199 gals.).
 OT0446
 OT0446.The modeled gravity was interpolated from observed gravity values.
 OT0446
 OT0446;                    North         East    Units  Estimated Accuracy
 OT0446;SPC SD S     -    98,590.      321,720.      MT  (+/- 180 meters Scaled)
 OT0446
 OT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH010803(NAD 83)
 OT0446
 OT0446                          SUPERSEDED SURVEY CONTROL
 OT0446
 OT0446  NGVD 29 (??/??/92) 1100.507  (m)         3610.58   (f) ADJ UNCH    1 2
 OT0446
 OT0446.Superseded values are not recommended for survey control.
 OT0446
 OT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0446.See file dsdata.pdf to determine how the superseded data were derived.
 OT0446
 OT0446_MARKER: DB = BENCH MARK DISK
 OT0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0446_STAMPING: X 335 1957
 OT0446_MARK LOGO: CGS
 OT0446_PROJECTION: PROJECTING 12 CENTIMETERS
 OT0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0446+STABILITY: SURFACE MOTION
 OT0446
 OT0446  HISTORY     - Date     Condition        Report By
 OT0446  HISTORY     - 1957     MONUMENTED       CGS
 OT0446  HISTORY     - 1985     GOOD             NGS
 OT0446
 OT0446                          STATION DESCRIPTION
 OT0446
 OT0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0446'4.2 MI SE FROM PROVO.
 OT0446'ABOUT 4.25 MILES SOUTHEAT ALONG THE CHICAGO, BURLINGTON AND
 OT0446'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 22,
 OT0446'T. 10 S., R. 2 E., 12 1/2 POLES SOUTHEAST OF MILEPOST 4638
 OT0446'98 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 103 FEET SOUTH OF THE
 OT0446'CENTER OF A PRIVATE ROAD CROSSING, 21 FEET SOUTHEAST OF THE
 OT0446'CENTER OF A GATE ACROSS A TRACK ROAD, 2 FEET SOUTHWEST OF A
 OT0446'FENCE LINE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 OT0446'POST, ABOUT LEVEL WITH THE RAIL AND IN THE TOP OF A CONCRETE
 OT0446'POST PROJECTING 7 INCHES.
 OT0446
 OT0446                          STATION RECOVERY (1985)
 OT0446
 OT0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0446'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 OT0446'MI) NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF COUNTYROADS
 OT0446'6412 WEST AND 5 EAST AT ARDMORE, THENCE 4.4 KM (2.7 MI) NORTHWEST
 OT0446'ALONG STATE ROAD 471, THENCE 6.5 KM (4.05 MI) NORTHWEST ALONG THE
 OT0446'NORTHEAST SIDE OF THE BURLINGTON NORTHERN RAILROAD, NEAR A GATE AND A
 OT0446'ROAD CROSSING OVER THE TRACKS, 29.9 METERS (98 FT) SOUTHWEST OF THE
 OT0446'SOUTHWEST RAIL, 31.4 METERS (103 FT) SOUTHEAST OF THE CENTER OF THE
 OT0446'ROAD CROSSING, 6.4 METERS (21 FT) SOUTHEAST OF THE CENTER OF THE GATE
 OT0446'AND 0.6 METER (2 FT) SOUTHWEST OF A FENCE.
 OT0446'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0446'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0104 ***********************************************************************
 NN0104  DESIGNATION -  X 336
 NN0104  PID         -  NN0104
 NN0104  STATE/COUNTY-  SD/CHARLES MIX
 NN0104  COUNTRY     -  US
 NN0104  USGS QUAD   -  MARTY (2017)
 NN0104
 NN0104                         *CURRENT SURVEY CONTROL
 NN0104  ______________________________________________________________________
 NN0104* NAD 83(1986) POSITION- 42 56 13.     (N) 098 25 25.     (W)   SCALED
 NN0104* NAVD 88 ORTHO HEIGHT -   381.071 (meters)     1250.23  (feet) ADJUSTED
 NN0104  ______________________________________________________________________
 NN0104  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 NN0104  DYNAMIC HEIGHT  -        380.944 (meters)     1249.81  (feet) COMP
 NN0104  MODELED GRAVITY -    980,277.7   (mgal)                       NAVD 88
 NN0104
 NN0104  VERT ORDER      -  SECOND    CLASS 0
 NN0104
 NN0104.The horizontal coordinates were scaled from a map and have
 NN0104.an estimated accuracy of +/- 6 seconds.
 NN0104
 NN0104.The orthometric height was determined by differential leveling and
 NN0104.adjusted by the NATIONAL GEODETIC SURVEY
 NN0104.in June 1991.
 NN0104
 NN0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0104.GEOID18 height accuracy estimate available here.
 NN0104
 NN0104.Click photographs - Photos may exist for this station.
 NN0104
 NN0104.The dynamic height is computed by dividing the NAVD 88
 NN0104.geopotential number by the normal gravity value computed on the
 NN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0104.degrees latitude (g = 980.6199 gals.).
 NN0104
 NN0104.The modeled gravity was interpolated from observed gravity values.
 NN0104
 NN0104;                    North         East    Units  Estimated Accuracy
 NN0104;SPC SD S     -    68,850.      755,860.      MT  (+/- 180 meters Scaled)
 NN0104
 NN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470539(NAD 83)
 NN0104
 NN0104                          SUPERSEDED SURVEY CONTROL
 NN0104
 NN0104  NGVD 29 (??/??/92)  380.798  (m)         1249.33   (f) ADJ UNCH    2 0
 NN0104
 NN0104.Superseded values are not recommended for survey control.
 NN0104
 NN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0104.See file dsdata.pdf to determine how the superseded data were derived.
 NN0104
 NN0104_MARKER: DB = BENCH MARK DISK
 NN0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0104_STAMPING: X 336 1949
 NN0104_MARK LOGO: CGS
 NN0104_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0104+STABILITY: SURFACE MOTION
 NN0104
 NN0104  HISTORY     - Date     Condition        Report By
 NN0104  HISTORY     - 1949     MONUMENTED       CGS
 NN0104
 NN0104                          STATION DESCRIPTION
 NN0104
 NN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0104'2.1 MI NW FROM GREENWOOD.
 NN0104'2.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE YANKTON INDIAN
 NN0104'AGENCY AT GREENWOOD, AT THE NORTHWEST END OF A ROCK CUT ALONG THE
 NN0104'EDGE OF THE RIVER BANK, 29.0 FEET WEST OF THE WEST CORNER OF A
 NN0104'WOODEN BRIDGE, 28.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 NN0104'12.0 FEET SOUTHEAST OF THE CENTER LINE OF A FAINT WOODS ROAD
 NN0104'LEADING SOUTHWEST INTO THE WOODS, 1.4 FEET NORTH OF A REFERENCE
 NN0104'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NN0104'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0077 ***********************************************************************
 NN0077  DESIGNATION -  X 337
 NN0077  PID         -  NN0077
 NN0077  STATE/COUNTY-  SD/BON HOMME
 NN0077  COUNTRY     -  US
 NN0077  USGS QUAD   -  NIOBRARA (2017)
 NN0077
 NN0077                         *CURRENT SURVEY CONTROL
 NN0077  ______________________________________________________________________
 NN0077* NAD 83(1986) POSITION- 42 50 12.     (N) 098 05 24.     (W)   SCALED
 NN0077* NAVD 88 ORTHO HEIGHT -   433.252 (meters)     1421.43  (feet) ADJUSTED
 NN0077  ______________________________________________________________________
 NN0077  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 NN0077  DYNAMIC HEIGHT  -        433.106 (meters)     1420.95  (feet) COMP
 NN0077  MODELED GRAVITY -    980,272.0   (mgal)                       NAVD 88
 NN0077
 NN0077  VERT ORDER      -  SECOND    CLASS 0
 NN0077
 NN0077.The horizontal coordinates were scaled from a map and have
 NN0077.an estimated accuracy of +/- 6 seconds.
 NN0077
 NN0077.The orthometric height was determined by differential leveling and
 NN0077.adjusted by the NATIONAL GEODETIC SURVEY
 NN0077.in June 1991.
 NN0077
 NN0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0077.GEOID18 height accuracy estimate available here.
 NN0077
 NN0077.Click photographs - Photos may exist for this station.
 NN0077
 NN0077.The dynamic height is computed by dividing the NAVD 88
 NN0077.geopotential number by the normal gravity value computed on the
 NN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0077.degrees latitude (g = 980.6199 gals.).
 NN0077
 NN0077.The modeled gravity was interpolated from observed gravity values.
 NN0077
 NN0077;                    North         East    Units  Estimated Accuracy
 NN0077;SPC SD S     -    58,390.      783,390.      MT  (+/- 180 meters Scaled)
 NN0077
 NN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN743430(NAD 83)
 NN0077
 NN0077                          SUPERSEDED SURVEY CONTROL
 NN0077
 NN0077  NGVD 29 (??/??/92)  433.017  (m)         1420.66   (f) ADJ UNCH    2 0
 NN0077
 NN0077.Superseded values are not recommended for survey control.
 NN0077
 NN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0077.See file dsdata.pdf to determine how the superseded data were derived.
 NN0077
 NN0077_MARKER: DB = BENCH MARK DISK
 NN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0077_STAMPING: X 337 1949
 NN0077_MARK LOGO: CGS
 NN0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0077+STABILITY: SURFACE MOTION
 NN0077
 NN0077  HISTORY     - Date     Condition        Report By
 NN0077  HISTORY     - 1949     MONUMENTED       CGS
 NN0077
 NN0077                          STATION DESCRIPTION
 NN0077
 NN0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0077'9.7 MI NW FROM RUNNING WATER.
 NN0077'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY
 NN0077'LANDING AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 NN0077'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 NN0077'WEST ALONG A GRAVEL ROAD (BENCH MARK 97 JS(USGS) IS AT THIS
 NN0077'POINT), THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.0
 NN0077'MILES WEST ALONG A GRAVEL ROAD, AT A T-JUNCTION OF ROADS, 45.0
 NN0077'FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE
 NN0077'ROADS, 32.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NN0077'ROAD, 30.0 FEET SOUTH OF A POINT ON THE PROJECTED CENTER LINE
 NN0077'OF THE ROAD LEADING EAST, 99.0 FEET SOUTHWEST OF CHISELED SQUARE
 NN0077'1420.4 (USGS), 3.0 FEET NORTHEAST OF A TELEPHONE POLE, 2.2
 NN0077'FEET EAST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, SET
 NN0077'IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0183 ***********************************************************************
 OR0183  DESIGNATION -  X 338
 OR0183  PID         -  OR0183
 OR0183  STATE/COUNTY-  SD/GREGORY
 OR0183  COUNTRY     -  US
 OR0183  USGS QUAD   -  WHETSTONE BAY (2017)
 OR0183
 OR0183                         *CURRENT SURVEY CONTROL
 OR0183  ______________________________________________________________________
 OR0183* NAD 83(1986) POSITION- 43 11 36.     (N) 098 57 38.     (W)   SCALED
 OR0183* NAVD 88 ORTHO HEIGHT -   425.199 (meters)     1395.01  (feet) ADJUSTED
 OR0183  ______________________________________________________________________
 OR0183  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 OR0183  DYNAMIC HEIGHT  -        425.055 (meters)     1394.53  (feet) COMP
 OR0183  MODELED GRAVITY -    980,270.0   (mgal)                       NAVD 88
 OR0183
 OR0183  VERT ORDER      -  FIRST     CLASS II
 OR0183
 OR0183.The horizontal coordinates were scaled from a map and have
 OR0183.an estimated accuracy of +/- 6 seconds.
 OR0183
 OR0183.The orthometric height was determined by differential leveling and
 OR0183.adjusted by the NATIONAL GEODETIC SURVEY
 OR0183.in June 1991.
 OR0183
 OR0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0183.GEOID18 height accuracy estimate available here.
 OR0183
 OR0183.Click photographs - Photos may exist for this station.
 OR0183
 OR0183.The dynamic height is computed by dividing the NAVD 88
 OR0183.geopotential number by the normal gravity value computed on the
 OR0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0183.degrees latitude (g = 980.6199 gals.).
 OR0183
 OR0183.The modeled gravity was interpolated from observed gravity values.
 OR0183
 OR0183;                    North         East    Units  Estimated Accuracy
 OR0183;SPC SD S     -    96,460.      711,570.      MT  (+/- 180 meters Scaled)
 OR0183
 OR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN032822(NAD 83)
 OR0183
 OR0183                          SUPERSEDED SURVEY CONTROL
 OR0183
 OR0183  NGVD 29 (??/??/92)  424.872  (m)         1393.93   (f) ADJ UNCH    1 2
 OR0183
 OR0183.Superseded values are not recommended for survey control.
 OR0183
 OR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0183.See file dsdata.pdf to determine how the superseded data were derived.
 OR0183
 OR0183_MARKER: DB = BENCH MARK DISK
 OR0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0183_STAMPING: X 338 1949
 OR0183_MARK LOGO: CGS
 OR0183_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0183+STABILITY: SURFACE MOTION
 OR0183
 OR0183  HISTORY     - Date     Condition        Report By
 OR0183  HISTORY     - 1949     MONUMENTED       CGS
 OR0183  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0183
 OR0183                          STATION DESCRIPTION
 OR0183
 OR0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0183'11.7 MI N FROM BONESTEEL.
 OR0183'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OR0183'BONESTEEL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 18, THENCE
 OR0183'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST ALONG
 OR0183'A GRAVEL ROAD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD,
 OR0183'THENCE 4.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.1 MILES
 OR0183'SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.2 MILE WEST OF A FARMHOUSE
 OR0183'ON THE SOUTH SIDE OF THE ROAD, ABOUT MIDWAY BETWEEN TWO HILLS,
 OR0183'ON THE SOUTH SLOPE OF A HILL, 33.0 FEET NORTH OF THE CENTER
 OR0183'LINE OF THE ROAD, 3.0 FEET EAST OF A TELEPHONE POLE, 1.2 FEET
 OR0183'SOUTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN
 OR0183'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OR0183
 OR0183                          STATION RECOVERY (2013)
 OR0183
 OR0183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0596 ***********************************************************************
 OR0596  DESIGNATION -  X 339
 OR0596  PID         -  OR0596
 OR0596  STATE/COUNTY-  SD/GREGORY
 OR0596  COUNTRY     -  US
 OR0596  USGS QUAD   -  LUCAS (2017)
 OR0596
 OR0596                         *CURRENT SURVEY CONTROL
 OR0596  ______________________________________________________________________
 OR0596* NAD 83(1986) POSITION- 43 17 04.     (N) 099 14 15.     (W)   SCALED
 OR0596* NAVD 88 ORTHO HEIGHT -   635.196 (meters)     2083.97  (feet) ADJUSTED
 OR0596  ______________________________________________________________________
 OR0596  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 OR0596  DYNAMIC HEIGHT  -        634.963 (meters)     2083.21  (feet) COMP
 OR0596  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 OR0596
 OR0596  VERT ORDER      -  SECOND    CLASS 0
 OR0596
 OR0596.The horizontal coordinates were scaled from a map and have
 OR0596.an estimated accuracy of +/- 6 seconds.
 OR0596
 OR0596.The orthometric height was determined by differential leveling and
 OR0596.adjusted by the NATIONAL GEODETIC SURVEY
 OR0596.in June 1991.
 OR0596
 OR0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0596.GEOID18 height accuracy estimate available here.
 OR0596
 OR0596.Click photographs - Photos may exist for this station.
 OR0596
 OR0596.The dynamic height is computed by dividing the NAVD 88
 OR0596.geopotential number by the normal gravity value computed on the
 OR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0596.degrees latitude (g = 980.6199 gals.).
 OR0596
 OR0596.The modeled gravity was interpolated from observed gravity values.
 OR0596
 OR0596;                    North         East    Units  Estimated Accuracy
 OR0596;SPC SD S     -   106,250.      688,930.      MT  (+/- 180 meters Scaled)
 OR0596
 OR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN807924(NAD 83)
 OR0596
 OR0596                          SUPERSEDED SURVEY CONTROL
 OR0596
 OR0596  NGVD 29 (??/??/92)  634.848  (m)         2082.83   (f) ADJ UNCH    2 0
 OR0596
 OR0596.Superseded values are not recommended for survey control.
 OR0596
 OR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0596.See file dsdata.pdf to determine how the superseded data were derived.
 OR0596
 OR0596_MARKER: DB = BENCH MARK DISK
 OR0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0596_STAMPING: X 339 1949
 OR0596_MARK LOGO: CGS
 OR0596_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0596+STABILITY: SURFACE MOTION
 OR0596
 OR0596  HISTORY     - Date     Condition        Report By
 OR0596  HISTORY     - 1949     MONUMENTED       CGS
 OR0596
 OR0596                          STATION DESCRIPTION
 OR0596
 OR0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0596'13.4 MI NE FROM GREGORY.
 OR0596'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0596'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0596'NORTH ALONG A GRAVEL ROAD, THENCE 6.0 MILES EAST ALONG A GRAVEL
 OR0596'ROAD, IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, ABOUT
 OR0596'0.2 MILE NORTHWEST OF A LARGE RED BARN, 55.0 FEET SOUTH OF THE
 OR0596'CENTER LINE OF THE EAST-WEST ROAD, 37.0 FEET EAST OF THE CENTER
 OR0596'LINE OF THE NORTH-SOUTH ROAD, 12.0 FEET SOUTH OF A CORNER FENCE
 OR0596'POST, 7.5 FEET SOUTHWEST OF A POWER LINE POLE, 1.0 FOOT WEST
 OR0596'OF A FENCE, 1.3 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 OR0596'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0409 ***********************************************************************
 PR0409  DESIGNATION -  X 341
 PR0409  PID         -  PR0409
 PR0409  STATE/COUNTY-  SD/HAMLIN
 PR0409  COUNTRY     -  US
 PR0409  USGS QUAD   -  LAKE NORDEN (2017)
 PR0409
 PR0409                         *CURRENT SURVEY CONTROL
 PR0409  ______________________________________________________________________
 PR0409* NAD 83(1986) POSITION- 44 32 58.     (N) 097 07 46.     (W)   SCALED
 PR0409* NAVD 88 ORTHO HEIGHT -   504.983 (meters)     1656.77  (feet) ADJUSTED
 PR0409  ______________________________________________________________________
 PR0409  GEOID HEIGHT    -        -24.901 (meters)                     GEOID18
 PR0409  DYNAMIC HEIGHT  -        504.899 (meters)     1656.49  (feet) COMP
 PR0409  MODELED GRAVITY -    980,436.4   (mgal)                       NAVD 88
 PR0409
 PR0409  VERT ORDER      -  SECOND    CLASS 0
 PR0409
 PR0409.The horizontal coordinates were scaled from a map and have
 PR0409.an estimated accuracy of +/- 6 seconds.
 PR0409
 PR0409.The orthometric height was determined by differential leveling and
 PR0409.adjusted by the NATIONAL GEODETIC SURVEY
 PR0409.in June 1991.
 PR0409
 PR0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0409.GEOID18 height accuracy estimate available here.
 PR0409
 PR0409.Click photographs - Photos may exist for this station.
 PR0409
 PR0409.The dynamic height is computed by dividing the NAVD 88
 PR0409.geopotential number by the normal gravity value computed on the
 PR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0409.degrees latitude (g = 980.6199 gals.).
 PR0409
 PR0409.The modeled gravity was interpolated from observed gravity values.
 PR0409
 PR0409;                    North         East    Units  Estimated Accuracy
 PR0409;SPC SD N     -    83,620.      828,050.      MT  (+/- 180 meters Scaled)
 PR0409
 PR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ485346(NAD 83)
 PR0409
 PR0409                          SUPERSEDED SURVEY CONTROL
 PR0409
 PR0409  NGVD 29 (??/??/92)  504.706  (m)         1655.86   (f) ADJ UNCH    2 0
 PR0409
 PR0409.Superseded values are not recommended for survey control.
 PR0409
 PR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0409.See file dsdata.pdf to determine how the superseded data were derived.
 PR0409
 PR0409_MARKER: DB = BENCH MARK DISK
 PR0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0409_STAMPING: X 341 1949
 PR0409_MARK LOGO: CGS
 PR0409_PROJECTION: FLUSH
 PR0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0409+STABILITY: SURFACE MOTION
 PR0409
 PR0409  HISTORY     - Date     Condition        Report By
 PR0409  HISTORY     - 1949     MONUMENTED       CGS
 PR0409  HISTORY     - 1976     GOOD             NGS
 PR0409
 PR0409                          STATION DESCRIPTION
 PR0409
 PR0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0409'7.3 MI E FROM LAKE NORDEN.
 PR0409'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 PR0409'RAILWAY STATION AT LAKE NORDEN, THENCE 4.3 MILES EAST ALONG
 PR0409'STATE HIGHWAY 28, THENCE 2.6 MILES SOUTH ALONG U.S. HIGHWAY 81,
 PR0409'AT LAKE POINSETT AIRPORT, 91.8 FEET SOUTH OF THE SOUTHEAST
 PR0409'CORNER OF THE SIOUX SPORTSMENS LODGE, 84.0 FEET WEST OF THE
 PR0409'CENTER LINE OF THE HIGHWAY, 32.0 FEET NORTH OF THE CENTER LINE
 PR0409'OF AN AIRPORT DRIVE, 3.2 FEET SOUTH OF A TELEPHONE POLE, AND SET
 PR0409'IN THE TOP OF A CONCRETEPOST WHICH IS FLUSH WITH THE SURFACE OF
 PR0409'THE GROUND.
 PR0409
 PR0409                          STATION RECOVERY (1976)
 PR0409
 PR0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PR0409'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 PR0409'STATION AT LAKE NORDEN, THENCE 4.3 MILES EAST ALONG STATE HIGHWAY 28,
 PR0409'THENCE 2.6 MILES SOUTH ALONG U.S. HIGHWAY 81, APPROXIMATELY 300 FEET
 PR0409'WEST OF THE WEST SHORE OF LAKE POINSETT, 82 FEET WEST OF THE CENTER
 PR0409'OF U.S. HIGHWAY 81, 68 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 PR0409'SIOUXLAND SPORTSMENS LODGE, 31 FEET NORTH OF THE CENTER OF A
 PR0409'DRIVEWAY, 2.5 FEET WEST OF THE EXTENDED LINE OF THE EAST SIDE OF THE
 PR0409'LODGE, AND SET IN THE TOP OF A CONCRETE POST 1-INCH BELOW GROUND
 PR0409'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1073 ***********************************************************************
 NM1073  DESIGNATION -  X 342
 NM1073  PID         -  NM1073
 NM1073  STATE/COUNTY-  SD/YANKTON
 NM1073  COUNTRY     -  US
 NM1073  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1073
 NM1073                         *CURRENT SURVEY CONTROL
 NM1073  ______________________________________________________________________
 NM1073* NAD 83(1986) POSITION- 42 52 18.     (N) 097 22 53.     (W)   SCALED
 NM1073* NAVD 88 ORTHO HEIGHT -   360.897 (meters)     1184.04  (feet) ADJUSTED
 NM1073  ______________________________________________________________________
 NM1073  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM1073  DYNAMIC HEIGHT  -        360.795 (meters)     1183.71  (feet) COMP
 NM1073  MODELED GRAVITY -    980,326.5   (mgal)                       NAVD 88
 NM1073
 NM1073  VERT ORDER      -  SECOND    CLASS 0
 NM1073
 NM1073.The horizontal coordinates were scaled from a map and have
 NM1073.an estimated accuracy of +/- 6 seconds.
 NM1073
 NM1073.The orthometric height was determined by differential leveling and
 NM1073.adjusted by the NATIONAL GEODETIC SURVEY
 NM1073.in June 1991.
 NM1073
 NM1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1073.GEOID18 height accuracy estimate available here.
 NM1073
 NM1073.Click photographs - Photos may exist for this station.
 NM1073
 NM1073.The dynamic height is computed by dividing the NAVD 88
 NM1073.geopotential number by the normal gravity value computed on the
 NM1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1073.degrees latitude (g = 980.6199 gals.).
 NM1073
 NM1073.The modeled gravity was interpolated from observed gravity values.
 NM1073
 NM1073;                    North         East    Units  Estimated Accuracy
 NM1073;SPC SD S     -    64,090.      841,150.      MT  (+/- 180 meters Scaled)
 NM1073
 NM1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN322478(NAD 83)
 NM1073
 NM1073                          SUPERSEDED SURVEY CONTROL
 NM1073
 NM1073  NGVD 29 (??/??/92)  360.698  (m)         1183.39   (f) ADJ UNCH    2 0
 NM1073
 NM1073.Superseded values are not recommended for survey control.
 NM1073
 NM1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1073.See file dsdata.pdf to determine how the superseded data were derived.
 NM1073
 NM1073_MARKER: DB = BENCH MARK DISK
 NM1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1073_SP_SET: BRIDGE ABUTMENT
 NM1073_STAMPING: X 342 1949
 NM1073_MARK LOGO: CGS
 NM1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1073
 NM1073  HISTORY     - Date     Condition        Report By
 NM1073  HISTORY     - 1949     MONUMENTED       CGS
 NM1073
 NM1073                          STATION DESCRIPTION
 NM1073
 NM1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1073'0.6 MI E FROM YANKTON.
 NM1073'0.6 MILE EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1073'YANKTON, SET IN THE NORTHWEST WINGWALL OF THE SOUTHWEST ABUTMENT
 NM1073'OF A 3-SPAN CONCRETE BRIDGE OVER MARNE CREEK, 27.0 FEET NORTHWEST
 NM1073'OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTHEAST OF THE
 NM1073'SOUTHWEST END OF THE NORTHWEST BANISTER OF THE BRIDGE, AND ABOUT
 NM1073'FLUSH WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1074 ***********************************************************************
 NM1074  DESIGNATION -  X 342 RESET
 NM1074  PID         -  NM1074
 NM1074  STATE/COUNTY-  SD/YANKTON
 NM1074  COUNTRY     -  US
 NM1074  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1074
 NM1074                         *CURRENT SURVEY CONTROL
 NM1074  ______________________________________________________________________
 NM1074* NAD 83(1986) POSITION- 42 52 18.     (N) 097 22 53.     (W)   SCALED
 NM1074* NAVD 88 ORTHO HEIGHT -   361.56  (meters)     1186.2   (feet) RESET
 NM1074  ______________________________________________________________________
 NM1074  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM1074  VERT ORDER      -  THIRD
 NM1074
 NM1074.The horizontal coordinates were scaled from a map and have
 NM1074.an estimated accuracy of +/- 6 seconds.
 NM1074
 NM1074.The orthometric height was computed from unverified reset data.
 NM1074
 NM1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1074.GEOID18 height accuracy estimate available here.
 NM1074
 NM1074.Click photographs - Photos may exist for this station.
 NM1074
 NM1074;                    North         East    Units  Estimated Accuracy
 NM1074;SPC SD S     -    64,090.      841,150.      MT  (+/- 180 meters Scaled)
 NM1074
 NM1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN322478(NAD 83)
 NM1074
 NM1074                          SUPERSEDED SURVEY CONTROL
 NM1074
 NM1074.No superseded survey control is available for this station.
 NM1074
 NM1074_MARKER: DB = BENCH MARK DISK
 NM1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1074_SP_SET: BRIDGE ABUTMENT
 NM1074_STAMPING: X 342 RESET 1970
 NM1074_MARK LOGO: CGS
 NM1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1074
 NM1074  HISTORY     - Date     Condition        Report By
 NM1074  HISTORY     - 1970     MONUMENTED       SDHD
 NM1074
 NM1074                          STATION DESCRIPTION
 NM1074
 NM1074'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1970
 NM1074'0.6 MI E FROM YANKTON.
 NM1074'0.6 MILE EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1074'YANKTON, SET IN THE SOUTHWEST WINGWALL OF THE SOUTHWEST ABUTMENT
 NM1074'OF A 3-SPAN CONCRETE BRIDGE OVER MARNE CREEK, 34 FEET SOUTHEAST
 NM1074'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT SOUTHEAST OF THE
 NM1074'SOUTHEAST END OF THE SOUTHWEST END OF THE HAND RAIL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1103 ***********************************************************************
 NM1103  DESIGNATION -  X 343
 NM1103  PID         -  NM1103
 NM1103  STATE/COUNTY-  SD/CLAY
 NM1103  COUNTRY     -  US
 NM1103  USGS QUAD   -  SAINT HELENA (2017)
 NM1103
 NM1103                         *CURRENT SURVEY CONTROL
 NM1103  ______________________________________________________________________
 NM1103* NAD 83(1986) POSITION- 42 48 29.     (N) 097 08 26.     (W)   SCALED
 NM1103* NAVD 88 ORTHO HEIGHT -   352.614 (meters)     1156.87  (feet) ADJUSTED
 NM1103  ______________________________________________________________________
 NM1103  GEOID HEIGHT    -        -25.567 (meters)                     GEOID18
 NM1103  DYNAMIC HEIGHT  -        352.511 (meters)     1156.53  (feet) COMP
 NM1103  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 NM1103
 NM1103  VERT ORDER      -  SECOND    CLASS 0
 NM1103
 NM1103.The horizontal coordinates were scaled from a map and have
 NM1103.an estimated accuracy of +/- 6 seconds.
 NM1103
 NM1103.The orthometric height was determined by differential leveling and
 NM1103.adjusted by the NATIONAL GEODETIC SURVEY
 NM1103.in June 1991.
 NM1103
 NM1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1103.GEOID18 height accuracy estimate available here.
 NM1103
 NM1103.Click photographs - Photos may exist for this station.
 NM1103
 NM1103.The dynamic height is computed by dividing the NAVD 88
 NM1103.geopotential number by the normal gravity value computed on the
 NM1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1103.degrees latitude (g = 980.6199 gals.).
 NM1103
 NM1103.The modeled gravity was interpolated from observed gravity values.
 NM1103
 NM1103;                    North         East    Units  Estimated Accuracy
 NM1103;SPC SD S     -    57,760.      861,090.      MT  (+/- 180 meters Scaled)
 NM1103
 NM1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN520411(NAD 83)
 NM1103
 NM1103                          SUPERSEDED SURVEY CONTROL
 NM1103
 NM1103  NGVD 29 (??/??/92)  352.409  (m)         1156.20   (f) ADJ UNCH    2 0
 NM1103
 NM1103.Superseded values are not recommended for survey control.
 NM1103
 NM1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1103.See file dsdata.pdf to determine how the superseded data were derived.
 NM1103
 NM1103_MARKER: DB = BENCH MARK DISK
 NM1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1103_STAMPING: X 343 1949
 NM1103_MARK LOGO: CGS
 NM1103_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1103+STABILITY: SURFACE MOTION
 NM1103
 NM1103  HISTORY     - Date     Condition        Report By
 NM1103  HISTORY     - 1949     MONUMENTED       CGS
 NM1103
 NM1103                          STATION DESCRIPTION
 NM1103
 NM1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1103'6.2 MI SW FROM MECKLING.
 NM1103'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1103'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MECKLING,
 NM1103'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 NM1103'SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 NM1103'GRAVELED ROAD, 36 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 NM1103'ROAD, 35 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM1103'6.5 FEET SOUTH OF A POWER TRANSMISSION LINE POLE, 10.0 FEET
 NM1103'SOUTHWEST OF THE CENTER OF A WIRE GATE, 1.0 FOOT EAST OF A
 NM1103'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 NM1103'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0341 ***********************************************************************
 PR0341  DESIGNATION -  X 344
 PR0341  PID         -  PR0341
 PR0341  STATE/COUNTY-  SD/DEUEL
 PR0341  COUNTRY     -  US
 PR0341  USGS QUAD   -  TORONTO (2017)
 PR0341
 PR0341                         *CURRENT SURVEY CONTROL
 PR0341  ______________________________________________________________________
 PR0341* NAD 83(1986) POSITION- 44 34 21.     (N) 096 42 34.     (W)   SCALED
 PR0341* NAVD 88 ORTHO HEIGHT -   562.926 (meters)     1846.87  (feet) ADJUSTED
 PR0341  ______________________________________________________________________
 PR0341  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 PR0341  DYNAMIC HEIGHT  -        562.831 (meters)     1846.55  (feet) COMP
 PR0341  MODELED GRAVITY -    980,431.1   (mgal)                       NAVD 88
 PR0341
 PR0341  VERT ORDER      -  SECOND    CLASS 0
 PR0341
 PR0341.The horizontal coordinates were scaled from a map and have
 PR0341.an estimated accuracy of +/- 6 seconds.
 PR0341
 PR0341.The orthometric height was determined by differential leveling and
 PR0341.adjusted by the NATIONAL GEODETIC SURVEY
 PR0341.in June 1991.
 PR0341
 PR0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0341.GEOID18 height accuracy estimate available here.
 PR0341
 PR0341.Click photographs - Photos may exist for this station.
 PR0341
 PR0341.The dynamic height is computed by dividing the NAVD 88
 PR0341.geopotential number by the normal gravity value computed on the
 PR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0341.degrees latitude (g = 980.6199 gals.).
 PR0341
 PR0341.The modeled gravity was interpolated from observed gravity values.
 PR0341
 PR0341;                    North         East    Units  Estimated Accuracy
 PR0341;SPC SD N     -    87,450.      861,290.      MT  (+/- 180 meters Scaled)
 PR0341
 PR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ818380(NAD 83)
 PR0341
 PR0341                          SUPERSEDED SURVEY CONTROL
 PR0341
 PR0341  NGVD 29 (??/??/92)  562.655  (m)         1845.98   (f) ADJ UNCH    2 0
 PR0341
 PR0341.Superseded values are not recommended for survey control.
 PR0341
 PR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0341.See file dsdata.pdf to determine how the superseded data were derived.
 PR0341
 PR0341_MARKER: DB = BENCH MARK DISK
 PR0341_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0341_SP_SET: BOX CULVERT
 PR0341_STAMPING: X 344 1949
 PR0341_MARK LOGO: CGS
 PR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0341+STABILITY: SURFACE MOTION
 PR0341
 PR0341  HISTORY     - Date     Condition        Report By
 PR0341  HISTORY     - 1949     MONUMENTED       CGS
 PR0341
 PR0341                          STATION DESCRIPTION
 PR0341
 PR0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0341'3.2 MI W FROM TORONTO.
 PR0341'2.1 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CHICAGO, ROCK ISLAND
 PR0341'AND PACIFIC RAILROAD STATION AT TORONTO, THENCE 1.1 MILES WEST
 PR0341'ALONG U.S. HIGHWAY 77, 0.3 MILE WEST OF A CEMETERY, IN THE CENTER
 PR0341'OF THE NORTH HEADWALL OF A 10 X 10 FOOT TWIN CONCRETE BOX CULVERT,
 PR0341'20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10.7 FEET EAST
 PR0341'OF THE WEST END OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0434 ***********************************************************************
 PS0434  DESIGNATION -  X 349
 PS0434  PID         -  PS0434
 PS0434  STATE/COUNTY-  SD/HUGHES
 PS0434  COUNTRY     -  US
 PS0434  USGS QUAD   -  JOE CREEK (2017)
 PS0434
 PS0434                         *CURRENT SURVEY CONTROL
 PS0434  ______________________________________________________________________
 PS0434* NAD 83(1986) POSITION- 44 13 22.     (N) 099 52 00.     (W)   SCALED
 PS0434* NAVD 88 ORTHO HEIGHT -   513.027 (meters)     1683.16  (feet) ADJUSTED
 PS0434  ______________________________________________________________________
 PS0434  GEOID HEIGHT    -        -24.006 (meters)                     GEOID18
 PS0434  DYNAMIC HEIGHT  -        512.923 (meters)     1682.81  (feet) COMP
 PS0434  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 PS0434
 PS0434  VERT ORDER      -  FIRST     CLASS II
 PS0434
 PS0434.The horizontal coordinates were scaled from a map and have
 PS0434.an estimated accuracy of +/- 6 seconds.
 PS0434
 PS0434.The orthometric height was determined by differential leveling and
 PS0434.adjusted by the NATIONAL GEODETIC SURVEY
 PS0434.in June 1991.
 PS0434
 PS0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0434.GEOID18 height accuracy estimate available here.
 PS0434
 PS0434.Click photographs - Photos may exist for this station.
 PS0434
 PS0434.The dynamic height is computed by dividing the NAVD 88
 PS0434.geopotential number by the normal gravity value computed on the
 PS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0434.degrees latitude (g = 980.6199 gals.).
 PS0434
 PS0434.The modeled gravity was interpolated from observed gravity values.
 PS0434
 PS0434;                    North         East    Units  Estimated Accuracy
 PS0434;SPC SD S     -   210,010.      637,290.      MT  (+/- 180 meters Scaled)
 PS0434
 PS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP307969(NAD 83)
 PS0434
 PS0434                          SUPERSEDED SURVEY CONTROL
 PS0434
 PS0434  NGVD 29 (??/??/92)  512.70   (m)         1682.1    (f) COMPUTED    1 2
 PS0434
 PS0434.Superseded values are not recommended for survey control.
 PS0434
 PS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0434.See file dsdata.pdf to determine how the superseded data were derived.
 PS0434
 PS0434_MARKER: DB = BENCH MARK DISK
 PS0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0434_STAMPING: X 349 1949
 PS0434_MARK LOGO: CGS
 PS0434_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0434+STABILITY: SURFACE MOTION
 PS0434
 PS0434  HISTORY     - Date     Condition        Report By
 PS0434  HISTORY     - 1949     MONUMENTED       CGS
 PS0434
 PS0434                          STATION DESCRIPTION
 PS0434
 PS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0434'5.4 MI SE FROM DE GREY.
 PS0434'0.35 MILE EAST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0434'AT DE GREY, THENCE 4.0 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE
 PS0434'1.2 MILES SOUTH ALONG A FIELD ROAD, AT A GATE IN AN EAST-WEST
 PS0434'SECTION LINE FENCE, AT THE CORNER OF SECTIONS 20, 21, 28 AND 29,
 PS0434'T. 109 N., R. 75 W., 36 FEET NORTHWEST OF THE EAST GATE POST
 PS0434'OF THE GATE, 23.3 FEET NORTH OF A 3-WAY CORNER FENCE POST, 18
 PS0434'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A
 PS0434'NORTH-SOUTH FENCE, 2 FEET NORTH OF A REFERENCE POST, SET IN
 PS0434'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 PS0434'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0045 ***********************************************************************
 PV0045  DESIGNATION -  X 359
 PV0045  PID         -  PV0045
 PV0045  STATE/COUNTY-  SD/BUTTE
 PV0045  COUNTRY     -  US
 PV0045  USGS QUAD   -  BEULAH (2017)
 PV0045
 PV0045                         *CURRENT SURVEY CONTROL
 PV0045  ______________________________________________________________________
 PV0045* NAD 83(1986) POSITION- 44 36 16.     (N) 104 00 58.     (W)   SCALED
 PV0045* NAVD 88 ORTHO HEIGHT -  1101.150 (meters)     3612.69  (feet) ADJUSTED
 PV0045  ______________________________________________________________________
 PV0045  GEOID HEIGHT    -        -14.751 (meters)                     GEOID18
 PV0045  DYNAMIC HEIGHT  -       1100.815 (meters)     3611.59  (feet) COMP
 PV0045  MODELED GRAVITY -    980,275.3   (mgal)                       NAVD 88
 PV0045
 PV0045  VERT ORDER      -  SECOND    CLASS 0
 PV0045
 PV0045.The horizontal coordinates were scaled from a map and have
 PV0045.an estimated accuracy of +/- 6 seconds.
 PV0045
 PV0045.The orthometric height was determined by differential leveling and
 PV0045.adjusted by the NATIONAL GEODETIC SURVEY
 PV0045.in June 1991.
 PV0045
 PV0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0045.GEOID18 height accuracy estimate available here.
 PV0045
 PV0045.Click photographs - Photos may exist for this station.
 PV0045
 PV0045.The dynamic height is computed by dividing the NAVD 88
 PV0045.geopotential number by the normal gravity value computed on the
 PV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0045.degrees latitude (g = 980.6199 gals.).
 PV0045
 PV0045.The modeled gravity was interpolated from observed gravity values.
 PV0045
 PV0045;                    North         East    Units  Estimated Accuracy
 PV0045;SPC SD N     -    93,590.      281,310.      MT  (+/- 180 meters Scaled)
 PV0045
 PV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK780394(NAD 83)
 PV0045
 PV0045                          SUPERSEDED SURVEY CONTROL
 PV0045
 PV0045  NGVD 29 (??/??/92) 1100.629  (m)         3610.98   (f) ADJ UNCH    2 0
 PV0045
 PV0045.Superseded values are not recommended for survey control.
 PV0045
 PV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0045.See file dsdata.pdf to determine how the superseded data were derived.
 PV0045
 PV0045_MARKER: DB = BENCH MARK DISK
 PV0045_STAMPING: X 359 1962
 PV0045_MARK LOGO: CGD
 PV0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0045
 PV0045  HISTORY     - Date     Condition        Report By
 PV0045  HISTORY     - 1962     MONUMENTED       CGS
 PV0045
 PV0045                          STATION DESCRIPTION
 PV0045
 PV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0045'11.5 MI SW FROM BELLE FOURCHE.
 PV0045'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0045'BELLE FOURCHE, THENCE 7.5 MILE WEST ALONG STATE HIGHWAY 34,
 PV0045'THENCE 2.6 MILE SOUTH ALONG A GRAVEL COUNTY ROAD, AT THE T
 PV0045'JUNCTION OF A PRIVATE ROAD WEST, 75 FEET SOUTH OF THE CENTERLINE
 PV0045'OF THE PRIVATE ROAD, 44 FEET WEST OF THE CENTERLINE OF THE
 PV0045'GRAVEL ROAD, 21 FEET NORTHWEST OF A FENCE CORNER, 3 FEET EAST
 PV0045'OF A POWER POLE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET
 PV0045'HIGHER THAN THE ROAD AND PROJECTING ABOUT 0.5 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0369 ***********************************************************************
 OR0369  DESIGNATION -  X 36
 OR0369  PID         -  OR0369
 OR0369  STATE/COUNTY-  SD/BRULE
 OR0369  COUNTRY     -  US
 OR0369  USGS QUAD   -  PLATTE (2017)
 OR0369
 OR0369                         *CURRENT SURVEY CONTROL
 OR0369  ______________________________________________________________________
 OR0369* NAD 83(1986) POSITION- 43 29 59.     (N) 098 50 56.     (W)   SCALED
 OR0369* NAVD 88 ORTHO HEIGHT -   497.329 (meters)     1631.65  (feet) ADJUSTED
 OR0369  ______________________________________________________________________
 OR0369  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 OR0369  DYNAMIC HEIGHT  -        497.173 (meters)     1631.14  (feet) COMP
 OR0369  MODELED GRAVITY -    980,291.1   (mgal)                       NAVD 88
 OR0369
 OR0369  VERT ORDER      -  FIRST     CLASS II
 OR0369
 OR0369.The horizontal coordinates were scaled from a map and have
 OR0369.an estimated accuracy of +/- 6 seconds.
 OR0369
 OR0369.The orthometric height was determined by differential leveling and
 OR0369.adjusted by the NATIONAL GEODETIC SURVEY
 OR0369.in June 1991.
 OR0369
 OR0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0369.GEOID18 height accuracy estimate available here.
 OR0369
 OR0369.Click photographs - Photos may exist for this station.
 OR0369
 OR0369.The dynamic height is computed by dividing the NAVD 88
 OR0369.geopotential number by the normal gravity value computed on the
 OR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0369.degrees latitude (g = 980.6199 gals.).
 OR0369
 OR0369.The modeled gravity was interpolated from observed gravity values.
 OR0369
 OR0369;                    North         East    Units  Estimated Accuracy
 OR0369;SPC SD S     -   130,650.      720,040.      MT  (+/- 180 meters Scaled)
 OR0369
 OR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP122163(NAD 83)
 OR0369
 OR0369                          SUPERSEDED SURVEY CONTROL
 OR0369
 OR0369  NGVD 29 (??/??/92)  496.986  (m)         1630.53   (f) ADJ UNCH    1 2
 OR0369
 OR0369.Superseded values are not recommended for survey control.
 OR0369
 OR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0369.See file dsdata.pdf to determine how the superseded data were derived.
 OR0369
 OR0369_MARKER: DB = BENCH MARK DISK
 OR0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0369_STAMPING: 1630.528 X 36 1933
 OR0369_MARK LOGO: CGS
 OR0369_PROJECTION: RECESSED 30 CENTIMETERS
 OR0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0369+STABILITY: SURFACE MOTION
 OR0369
 OR0369  HISTORY     - Date     Condition        Report By
 OR0369  HISTORY     - 1933     MONUMENTED       CGS
 OR0369  HISTORY     - 1934     GOOD             CGS
 OR0369  HISTORY     - 1975     GOOD             USGS
 OR0369  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0369
 OR0369                          STATION DESCRIPTION
 OR0369
 OR0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0369'8 MI N FROM PLATTE.
 OR0369'IN BRULE COUNTY, 8.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM
 OR0369'THE POST OFFICE AT PLATTE, CHARLES MIX COUNTY, AT THE TOP OF A
 OR0369'SLIGHT RISE, AT A JOG IN THE HIGHWAY, AT THE CHARLES MIX-BRULE
 OR0369'COUNTY LINE, NEAR A FARMHOUSE OWNED IN 1933 BY JACOB OLSEN,
 OR0369'AT THE SOUTHWEST CORNER OF THE HOUSE, 47.5 FEET NORTH
 OR0369'OF THE CENTER LINE OF THE HIGHWAY WHICH IS THE COUNTY LNE,
 OR0369'12 FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST OF THE FENCE,
 OR0369'AND 12 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED 1630.528
 OR0369'X 36 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OR0369
 OR0369                          STATION RECOVERY (1934)
 OR0369
 OR0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0369'RECOVERED IN GOOD CONDITION.
 OR0369
 OR0369                          STATION RECOVERY (1975)
 OR0369
 OR0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0369'IN BRULE COUNTY, 8.0 MILES NORTH ALONG STATE HWY. 45 FROM THE POST
 OR0369'OFFICE AT PLATTE, CHARLES MIX COUNTY, T 101 N, R. 68 W. NEAR W. 1/16
 OR0369'COR. S. SIDE OF SEC. 34, AT A CURVE, AT THE CHARLES MIX-BRULE COUNTY
 OR0369'LINE, NEAR A FARM HOUSE OWNED IN 1933 BY JACOB OLSEN, AT THE
 OR0369'SOUTHWEST CORNER OF THE FARM YARD, 102 FT. SOUTHWEST OF THE SOUTHWEST
 OR0369'CORNER OF THE HOUSE, 48 FT. N. AND 239 FT. E. AND 0.1 FT. LOWER THAN
 OR0369'CENTERLINE OF HWY. 45, 76 FT. SW. COR. OF OLD SCHOOL BLDG. 51 FT. ENE
 OR0369'BURIED CABLE JCT. BOX, 20 FT. E. OF FARM DR. AND 14 FT N. TELEPHONE
 OR0369'POLE. 5.25 MILES EAST ALONG U.S. INTERSTATE HIGHWAY 90 FROM KIMBALL,
 OR0369'BRULE COUNTY, INTERCHANGE, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY
 OR0369'45, T. 103 N. R. 67 W, AT APPROX. 1/4 COR. OF SECS. 27 AND 28, 65
 OR0369'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTH AND 12
 OR0369'FEET WEST OF A T-FE. W. AND 14 FEET NORTHWEST OF SOUTH GATEPOST OF
 OR0369'FIELD ENTRANCE WEST. A STANDARD DISK, STAMPED 1606.381 E 37 1933 AND
 OR0369'SET IN THE TOP OF A CONCRETE POST PROJECTING 4.5 INCHES ABOVE GROUN
 OR0369'4.5 INCHES ABOVE GROUND.
 OR0369
 OR0369                          STATION RECOVERY (2012)
 OR0369
 OR0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1199 ***********************************************************************
 PU1199  DESIGNATION -  X 360
 PU1199  PID         -  PU1199
 PU1199  STATE/COUNTY-  SD/BUTTE
 PU1199  COUNTRY     -  US
 PU1199  USGS QUAD   -  NEWELL (2017)
 PU1199
 PU1199                         *CURRENT SURVEY CONTROL
 PU1199  ______________________________________________________________________
 PU1199* NAD 83(1986) POSITION- 44 43 01.0    (N) 103 25 33.8    (W)   HD_HELD2
 PU1199* NAVD 88 ORTHO HEIGHT -   868.259 (meters)     2848.61  (feet) ADJUSTED
 PU1199  ______________________________________________________________________
 PU1199  GEOID HEIGHT    -        -16.359 (meters)                     GEOID18
 PU1199  DYNAMIC HEIGHT  -        868.039 (meters)     2847.89  (feet) COMP
 PU1199  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 PU1199
 PU1199  VERT ORDER      -  FIRST     CLASS II
 PU1199
 PU1199.The horizontal coordinates were established by autonomous hand held GPS
 PU1199.observations and have an estimated accuracy of +/- 10 meters.
 PU1199
 PU1199.The orthometric height was determined by differential leveling and
 PU1199.adjusted by the NATIONAL GEODETIC SURVEY
 PU1199.in June 1991.
 PU1199
 PU1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1199.GEOID18 height accuracy estimate available here.
 PU1199
 PU1199.Click photographs - Photos may exist for this station.
 PU1199
 PU1199.The dynamic height is computed by dividing the NAVD 88
 PU1199.geopotential number by the normal gravity value computed on the
 PU1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1199.degrees latitude (g = 980.6199 gals.).
 PU1199
 PU1199.The modeled gravity was interpolated from observed gravity values.
 PU1199
 PU1199;                    North         East    Units  Estimated Accuracy
 PU1199;SPC SD N     -   103,932.      328,633.      MT  (+/- 10 meters HH2 GPS)
 PU1199
 PU1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2466052712(NAD 83)
 PU1199
 PU1199                          SUPERSEDED SURVEY CONTROL
 PU1199
 PU1199  NGVD 29 (??/??/92)  867.785  (m)         2847.06   (f) ADJ UNCH    1 2
 PU1199
 PU1199.Superseded values are not recommended for survey control.
 PU1199
 PU1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1199.See file dsdata.pdf to determine how the superseded data were derived.
 PU1199
 PU1199_MARKER: DB = BENCH MARK DISK
 PU1199_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PU1199_SP_SET: BUILDING
 PU1199_STAMPING: X 360 1962
 PU1199_MARK LOGO: CGS
 PU1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1199+STABILITY: POSITION/ELEVATION WELL
 PU1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1199+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1199
 PU1199  HISTORY     - Date     Condition        Report By
 PU1199  HISTORY     - 1962     MONUMENTED       CGS
 PU1199  HISTORY     - 1963     GOOD             CGS
 PU1199  HISTORY     - 19951116 GOOD             NGS
 PU1199
 PU1199                          STATION DESCRIPTION
 PU1199
 PU1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1199'AT NEWELL.
 PU1199'0.2 MILE NORTH OF THE BUREAU OF RECLAMATION OFFICE BUILDING.
 PU1199
 PU1199                          STATION RECOVERY (1995)
 PU1199
 PU1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1199'IN NEWELL, AT THE INTERSECTION OF FIFTH STREET AND U.S. HIGHWAY 212
 PU1199'(DARTMOUTH AVENUE), SET VERTICALLY IN THE EAST FACE OF THE NEWELL
 PU1199'SCHOOL, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 PU1199'FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1384 ***********************************************************************
 PU1384  DESIGNATION -  X 361
 PU1384  PID         -  PU1384
 PU1384  STATE/COUNTY-  SD/PENNINGTON
 PU1384  COUNTRY     -  US
 PU1384  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1384
 PU1384                         *CURRENT SURVEY CONTROL
 PU1384  ______________________________________________________________________
 PU1384* NAD 83(1986) POSITION- 44 04 57.     (N) 103 14 44.     (W)   SCALED
 PU1384* NAVD 88 ORTHO HEIGHT -   991.941 (meters)     3254.39  (feet) ADJUSTED
 PU1384  ______________________________________________________________________
 PU1384  GEOID HEIGHT    -        -15.717 (meters)                     GEOID18
 PU1384  DYNAMIC HEIGHT  -        991.616 (meters)     3253.33  (feet) COMP
 PU1384  MODELED GRAVITY -    980,256.9   (mgal)                       NAVD 88
 PU1384
 PU1384  VERT ORDER      -  FIRST     CLASS II
 PU1384
 PU1384.The horizontal coordinates were scaled from a map and have
 PU1384.an estimated accuracy of +/- 6 seconds.
 PU1384
 PU1384.The orthometric height was determined by differential leveling and
 PU1384.adjusted by the NATIONAL GEODETIC SURVEY
 PU1384.in June 1991.
 PU1384
 PU1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1384.GEOID18 height accuracy estimate available here.
 PU1384
 PU1384.Click photographs - Photos may exist for this station.
 PU1384
 PU1384.The dynamic height is computed by dividing the NAVD 88
 PU1384.geopotential number by the normal gravity value computed on the
 PU1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1384.degrees latitude (g = 980.6199 gals.).
 PU1384
 PU1384.The modeled gravity was interpolated from observed gravity values.
 PU1384
 PU1384;                    North         East    Units  Estimated Accuracy
 PU1384;SPC SD S     -   198,410.      366,810.      MT  (+/- 180 meters Scaled)
 PU1384
 PU1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ404825(NAD 83)
 PU1384
 PU1384                          SUPERSEDED SURVEY CONTROL
 PU1384
 PU1384  NGVD 29 (??/??/92)  991.471  (m)         3252.85   (f) ADJ UNCH    1 2
 PU1384
 PU1384.Superseded values are not recommended for survey control.
 PU1384
 PU1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1384.See file dsdata.pdf to determine how the superseded data were derived.
 PU1384
 PU1384_MARKER: DB = BENCH MARK DISK
 PU1384_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1384_STAMPING: X 361 1962
 PU1384_MARK LOGO: CGS
 PU1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1384
 PU1384  HISTORY     - Date     Condition        Report By
 PU1384  HISTORY     - 1962     MONUMENTED       CGS
 PU1384  HISTORY     - 1985     GOOD             LOCSUR
 PU1384  HISTORY     - 19971224 MARK NOT FOUND   USPSQD
 PU1384  HISTORY     - 20110103 MARK NOT FOUND   INDIV
 PU1384
 PU1384                          STATION DESCRIPTION
 PU1384
 PU1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1384'0.8 MI W FROM RAPID CITY.
 PU1384'ABOUT 0.85 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1384'FROM THE STATION AT RAPID CITY, 0.65 MILE WEST OF MILE POST 100,
 PU1384'AT THE CROSSING OF CROSS STREET, 106 FEET EAST OF THE CENTER
 PU1384'LINE OF CROSS STREET, 45 1/2 FEET NORTH OF THE NORTH RAIL OF
 PU1384'TRACK, AT THE SOUTHEAST CORNER OF A STEEL MESH FENCE AROUND
 PU1384'GAS STORAGE TANK, 2 INCHES SOUTHEAST OF THE EAST END OF A
 PU1384'CONCRETE RETAINING WALL, 2 INCHES EAST-NORTHEAST OF A METAL
 PU1384'WITNESS POST, 2 FEET ABOVE THE GROUND AND ABOUT 4 FEET BELOW
 PU1384'THE RAILS, AND SET IN THE TOP OF THE SOUTH SIDE OF A 16-INCH
 PU1384'SQUARE CONCRETE FOUNDATION SUPPORTING A PIPE CORNER POST IN
 PU1384'STEEL MESH FENCE.
 PU1384
 PU1384                          STATION RECOVERY (1985)
 PU1384
 PU1384'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 PU1384'BENCH MARK IS EMBEDDED IN CONCRETE BLOCK WITH FENCE POST (CHAIN
 PU1384'LINK). BLACK HILL POWER AND LIGHT CO IS DESIGNING A SUBSTATION
 PU1384'ADJACENT TO THE MONUMENT. IT MAY BE DISTRUBED DURING CONSRUCTION.
 PU1384
 PU1384                          STATION RECOVERY (1997)
 PU1384
 PU1384'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU1384'MARK NOT FOUND.
 PU1384
 PU1384                          STATION RECOVERY (2011)
 PU1384
 PU1384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1542 ***********************************************************************
 PU1542  DESIGNATION -  X 362
 PU1542  PID         -  PU1542
 PU1542  STATE/COUNTY-  SD/PENNINGTON
 PU1542  COUNTRY     -  US
 PU1542  USGS QUAD   -  RAPID CITY WEST (2017)
 PU1542
 PU1542                         *CURRENT SURVEY CONTROL
 PU1542  ______________________________________________________________________
 PU1542* NAD 83(1986) POSITION- 44 02 43.     (N) 103 19 27.     (W)   SCALED
 PU1542* NAVD 88 ORTHO HEIGHT -  1054.070 (meters)     3458.23  (feet) ADJUSTED
 PU1542  ______________________________________________________________________
 PU1542  GEOID HEIGHT    -        -15.206 (meters)                     GEOID18
 PU1542  DYNAMIC HEIGHT  -       1053.699 (meters)     3457.01  (feet) COMP
 PU1542  MODELED GRAVITY -    980,229.4   (mgal)                       NAVD 88
 PU1542
 PU1542  VERT ORDER      -  FIRST     CLASS II
 PU1542
 PU1542.The horizontal coordinates were scaled from a map and have
 PU1542.an estimated accuracy of +/- 6 seconds.
 PU1542
 PU1542.The orthometric height was determined by differential leveling and
 PU1542.adjusted by the NATIONAL GEODETIC SURVEY
 PU1542.in June 1991.
 PU1542
 PU1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1542.GEOID18 height accuracy estimate available here.
 PU1542
 PU1542.Click photographs - Photos may exist for this station.
 PU1542
 PU1542.The dynamic height is computed by dividing the NAVD 88
 PU1542.geopotential number by the normal gravity value computed on the
 PU1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1542.degrees latitude (g = 980.6199 gals.).
 PU1542
 PU1542.The modeled gravity was interpolated from observed gravity values.
 PU1542
 PU1542;                    North         East    Units  Estimated Accuracy
 PU1542;SPC SD S     -   194,500.      360,370.      MT  (+/- 180 meters Scaled)
 PU1542
 PU1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ342782(NAD 83)
 PU1542
 PU1542                          SUPERSEDED SURVEY CONTROL
 PU1542
 PU1542  NGVD 29 (??/??/92) 1053.564  (m)         3456.57   (f) ADJ UNCH    1 2
 PU1542
 PU1542.Superseded values are not recommended for survey control.
 PU1542
 PU1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1542.See file dsdata.pdf to determine how the superseded data were derived.
 PU1542
 PU1542_MARKER: DB = BENCH MARK DISK
 PU1542_SETTING: 66 = SET IN ROCK OUTCROP
 PU1542_STAMPING: X 362 1962
 PU1542_MARK LOGO: CGS
 PU1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1542+STABILITY: POSITION/ELEVATION WELL
 PU1542
 PU1542  HISTORY     - Date     Condition        Report By
 PU1542  HISTORY     - 1962     MONUMENTED       CGS
 PU1542  HISTORY     - 1968     MARK NOT FOUND   CGS
 PU1542  HISTORY     - 20060502 GOOD             NGS
 PU1542
 PU1542                          STATION DESCRIPTION
 PU1542
 PU1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1542'6.5 MI SW FROM RAPID CITY.
 PU1542'ABOUT 1.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1542'FROM THE STATION AT RAPID CITY, THENCE 0.55 MILE SOUTH ALONG
 PU1542'MT. VIEW ROAD, THENCE 2.4 MILES SOUTHWEST ALONG JACKSON BOULEVARD
 PU1542'TO THE CANYON LAKE CLUB, THENCE 1.95 MILES SOUTHWEST ALONG
 PU1542'STATE HIGHWAY 40, THENCE 0.5 MILE SOUTHWEST ALONG DARK CANYON
 PU1542'ROAD, AT A SHARP HORSESHOE SHAPED CURVE AT THE FOOT OF A HILL,
 PU1542'158 FEET EAST OF THE CENTER LINE OF THE CURVE, 92 1/2 FEET
 PU1542'NORTH OF THE NORTHWEST CORNER OF  HOUSE, 62 FEET NORTH OF A
 PU1542'EAST-WEST ROW OF TELEGRAPH POLES, 28 FEET NORTH OF THE CENTER
 PU1542'LINE OF A TRACK ROAD, 4.0 FEET NORTH OF A METAL WITNESS POST,
 PU1542'SOUTH OF AND AT THE FOOT OF A SOLID ROCK BANK, 1 1/2 FEET ABOVE
 PU1542'THE LEVEL OF THE GROUND AND LEVEL WITH A TRACK ROAD, AND SET
 PU1542'IN THE TOP OF A HARD ROCK LEDGE.
 PU1542
 PU1542                          STATION RECOVERY (1968)
 PU1542
 PU1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 PU1542'MARK NOT FOUND.
 PU1542
 PU1542                          STATION RECOVERY (2006)
 PU1542
 PU1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006
 PU1542'THE MARK IS WHERE THE DISCRIPTION SAYS EXCEPT THE LAND HAS CHANGED.
 PU1542'THE TRACK ROAD WAS REPLACED WITH DARK CANYON RD COMING FROM THE EAST
 PU1542'THE SHARP HORSESHOE SHAPED CURVE IS PART OF TITTLE SPRINGS RD. IT IS
 PU1542'STILL APROX 158 FEET EAST OF THE CURVE ON DARK CANYON RD. THE HOUSE IT
 PU1542'MENTIONS IS GONE. THE METAL WITNESS POST IS THERE BUT WAS MOVED CLOSER
 PU1542'TO THE MARK WHEN DARK CANYON RD WAS CHANGED IN 1972 IT IS APROX 2 TO 3
 PU1542'FEET SOUTH OF THE MARKER
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0248 ***********************************************************************
 OT0248  DESIGNATION -  X 363
 OT0248  PID         -  OT0248
 OT0248  STATE/COUNTY-  SD/PENNINGTON
 OT0248  COUNTRY     -  US
 OT0248  USGS QUAD   -  SCENIC SW (2017)
 OT0248
 OT0248                         *CURRENT SURVEY CONTROL
 OT0248  ______________________________________________________________________
 OT0248* NAD 83(1986) POSITION- 43 50 46.     (N) 102 38 42.     (W)   SCALED
 OT0248* NAVD 88 ORTHO HEIGHT -   795.857 (meters)     2611.07  (feet) ADJUSTED
 OT0248  ______________________________________________________________________
 OT0248  GEOID HEIGHT    -        -17.880 (meters)                     GEOID18
 OT0248  DYNAMIC HEIGHT  -        795.605 (meters)     2610.25  (feet) COMP
 OT0248  MODELED GRAVITY -    980,275.8   (mgal)                       NAVD 88
 OT0248
 OT0248  VERT ORDER      -  FIRST     CLASS II
 OT0248
 OT0248.The horizontal coordinates were scaled from a map and have
 OT0248.an estimated accuracy of +/- 6 seconds.
 OT0248
 OT0248.The orthometric height was determined by differential leveling and
 OT0248.adjusted by the NATIONAL GEODETIC SURVEY
 OT0248.in June 1991.
 OT0248
 OT0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0248.GEOID18 height accuracy estimate available here.
 OT0248
 OT0248.Click photographs - Photos may exist for this station.
 OT0248
 OT0248.The dynamic height is computed by dividing the NAVD 88
 OT0248.geopotential number by the normal gravity value computed on the
 OT0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0248.degrees latitude (g = 980.6199 gals.).
 OT0248
 OT0248.The modeled gravity was interpolated from observed gravity values.
 OT0248
 OT0248;                    North         East    Units  Estimated Accuracy
 OT0248;SPC SD S     -   170,640.      414,150.      MT  (+/- 180 meters Scaled)
 OT0248
 OT0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ892574(NAD 83)
 OT0248
 OT0248                          SUPERSEDED SURVEY CONTROL
 OT0248
 OT0248  NGVD 29 (??/??/92)  795.399  (m)         2609.57   (f) ADJ UNCH    1 2
 OT0248
 OT0248.Superseded values are not recommended for survey control.
 OT0248
 OT0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0248.See file dsdata.pdf to determine how the superseded data were derived.
 OT0248
 OT0248_MARKER: DB = BENCH MARK DISK
 OT0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0248_STAMPING: X 363 1962
 OT0248_MARK LOGO: CGS
 OT0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0248+STABILITY: SURFACE MOTION
 OT0248
 OT0248  HISTORY     - Date     Condition        Report By
 OT0248  HISTORY     - 1962     MONUMENTED       CGS
 OT0248
 OT0248                          STATION DESCRIPTION
 OT0248
 OT0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0248'6.5 MI NW FROM SCENIC.
 OT0248'ABOUT 6.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0248'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC,
 OT0248'IN SECTION 26, T 2 S, R 12 E, 10 POLES OR 0.3 MILE SOUTHEAST
 OT0248'OF MILE POST 625, 98 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 1 1/2
 OT0248'POLES SOUTHEAST OF THE MIDDLE OF A RAVINE, 99 FEET SOUTH OF THE
 OT0248'10TH POLE SOUTHEAST OF THE MILE POST, 2 1/2 FEET SOUTHWEST
 OT0248'OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 OT0248'FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0248'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0447 ***********************************************************************
 OS0447  DESIGNATION -  X 364
 OS0447  PID         -  OS0447
 OS0447  STATE/COUNTY-  SD/JACKSON
 OS0447  COUNTRY     -  US
 OS0447  USGS QUAD   -  KADOKA (2017)
 OS0447
 OS0447                         *CURRENT SURVEY CONTROL
 OS0447  ______________________________________________________________________
 OS0447* NAD 83(1986) POSITION- 43 49 30.     (N) 101 31 20.     (W)   SCALED
 OS0447* NAVD 88 ORTHO HEIGHT -   747.703 (meters)     2453.09  (feet) ADJUSTED
 OS0447  ______________________________________________________________________
 OS0447  GEOID HEIGHT    -        -21.569 (meters)                     GEOID18
 OS0447  DYNAMIC HEIGHT  -        747.461 (meters)     2452.30  (feet) COMP
 OS0447  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 OS0447
 OS0447  VERT ORDER      -  FIRST     CLASS II
 OS0447
 OS0447.The horizontal coordinates were scaled from a map and have
 OS0447.an estimated accuracy of +/- 6 seconds.
 OS0447
 OS0447.The orthometric height was determined by differential leveling and
 OS0447.adjusted by the NATIONAL GEODETIC SURVEY
 OS0447.in June 1991.
 OS0447
 OS0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0447.GEOID18 height accuracy estimate available here.
 OS0447
 OS0447.Click photographs - Photos may exist for this station.
 OS0447
 OS0447.The dynamic height is computed by dividing the NAVD 88
 OS0447.geopotential number by the normal gravity value computed on the
 OS0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0447.degrees latitude (g = 980.6199 gals.).
 OS0447
 OS0447.The modeled gravity was interpolated from observed gravity values.
 OS0447
 OS0447;                    North         East    Units  Estimated Accuracy
 OS0447;SPC SD S     -   166,400.      504,380.      MT  (+/- 180 meters Scaled)
 OS0447
 OS0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP971555(NAD 83)
 OS0447
 OS0447                          SUPERSEDED SURVEY CONTROL
 OS0447
 OS0447  NGVD 29 (??/??/92)  747.219  (m)         2451.50   (f) ADJ UNCH    1 2
 OS0447
 OS0447.Superseded values are not recommended for survey control.
 OS0447
 OS0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0447.See file dsdata.pdf to determine how the superseded data were derived.
 OS0447
 OS0447_MARKER: DB = BENCH MARK DISK
 OS0447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0447+WITH SETTING: INFORMATION.
 OS0447_STAMPING: X 364 1962
 OS0447_MARK LOGO: CGS
 OS0447_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0447_ROD/PIPE-DEPTH: 2.0 meters
 OS0447
 OS0447  HISTORY     - Date     Condition        Report By
 OS0447  HISTORY     - 1962     MONUMENTED       CGS
 OS0447  HISTORY     - 1985     GOOD             NGS
 OS0447  HISTORY     - 1988     GOOD             USPSQD
 OS0447
 OS0447                          STATION DESCRIPTION
 OS0447
 OS0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0447'0.8 MI SW FROM KADOKA.
 OS0447'ABOUT 0.8 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0447'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 32,
 OS0447'T 2 S, R 22 E, 81 FEET EAST-SOUTHEAST OF THE CENTER OF A CROSSING
 OS0447'WITH STATE HIGHWAY 73, 81 FEET NORTHEAST OF THE CENTER LINE OF
 OS0447'THE HIGHWAY, 46 FEET SOUTHEAST OF SOUTHEAST RAIL, 14 1/2 FEET
 OS0447'NORTHWEST OF A POWER POLE, 9 1/2 FEET EAST OF A TELEPHONE POLE,
 OS0447'8 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST OF A FENCE,
 OS0447'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF A
 OS0447'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 1/2
 OS0447'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 OS0447
 OS0447                          STATION RECOVERY (1985)
 OS0447
 OS0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0447'RECOVERED IN GOOD CONDITION.
 OS0447
 OS0447                          STATION RECOVERY (1988)
 OS0447
 OS0447'RECOVERY NOTE BY US POWER SQUADRON 1988 (TW)
 OS0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0322 ***********************************************************************
 PU0322  DESIGNATION -  X 365
 PU0322  PID         -  PU0322
 PU0322  STATE/COUNTY-  SD/PENNINGTON
 PU0322  COUNTRY     -  US
 PU0322  USGS QUAD   -  WASTA (2017)
 PU0322
 PU0322                         *CURRENT SURVEY CONTROL
 PU0322  ______________________________________________________________________
 PU0322* NAD 83(1986) POSITION- 44 04 33.     (N) 102 23 14.     (W)   SCALED
 PU0322* NAVD 88 ORTHO HEIGHT -   701.319 (meters)     2300.91  (feet) ADJUSTED
 PU0322  ______________________________________________________________________
 PU0322  GEOID HEIGHT    -        -18.647 (meters)                     GEOID18
 PU0322  DYNAMIC HEIGHT  -        701.131 (meters)     2300.29  (feet) COMP
 PU0322  MODELED GRAVITY -    980,326.7   (mgal)                       NAVD 88
 PU0322
 PU0322  VERT ORDER      -  FIRST     CLASS II
 PU0322
 PU0322.The horizontal coordinates were scaled from a map and have
 PU0322.an estimated accuracy of +/- 6 seconds.
 PU0322
 PU0322.The orthometric height was determined by differential leveling and
 PU0322.adjusted by the NATIONAL GEODETIC SURVEY
 PU0322.in September 1993.
 PU0322
 PU0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0322.GEOID18 height accuracy estimate available here.
 PU0322
 PU0322.Click photographs - Photos may exist for this station.
 PU0322
 PU0322.The dynamic height is computed by dividing the NAVD 88
 PU0322.geopotential number by the normal gravity value computed on the
 PU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0322.degrees latitude (g = 980.6199 gals.).
 PU0322
 PU0322.The modeled gravity was interpolated from observed gravity values.
 PU0322
 PU0322;                    North         East    Units  Estimated Accuracy
 PU0322;SPC SD S     -   195,610.      435,500.      MT  (+/- 180 meters Scaled)
 PU0322
 PU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ092836(NAD 83)
 PU0322
 PU0322                          SUPERSEDED SURVEY CONTROL
 PU0322
 PU0322  NAVD 88 (06/15/91)  701.352  (m)         2301.02   (f) SUPERSEDED  1 2
 PU0322  NGVD 29 (??/??/92)  700.918  (m)         2299.60   (f) ADJ UNCH    1 2
 PU0322
 PU0322.Superseded values are not recommended for survey control.
 PU0322
 PU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0322.See file dsdata.pdf to determine how the superseded data were derived.
 PU0322
 PU0322_MARKER: DB = BENCH MARK DISK
 PU0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0322_STAMPING: X 365 1962
 PU0322_MARK LOGO: CGS
 PU0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0322+STABILITY: SURFACE MOTION
 PU0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0322+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2012
 PU0322
 PU0322  HISTORY     - Date     Condition        Report By
 PU0322  HISTORY     - 1962     MONUMENTED       CGS
 PU0322  HISTORY     - 19910715 GOOD             NGS
 PU0322  HISTORY     - 20120628 GOOD             INDIV
 PU0322
 PU0322                          STATION DESCRIPTION
 PU0322
 PU0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0322'3.4 MI E FROM WASTA.
 PU0322'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU0322'FROM THE STATION AT WASTA, IN THE EAST SIDE OF SECTION 2, T 1 N,
 PU0322'R 14 E, 0.35 MILE SOUTHEAST OF MILEPOST 602, 1 1/2 TELEPHONE POLES
 PU0322'NORTHWEST OF A ROAD CROSSING, 92 YARDS SOUTHWEST OF THE CENTER
 PU0322'LINE OF U.S. HIGHWAYS 16 AND 16, 146 FEET WEST-SOUTHWEST OF THE
 PU0322'CENTER LINE OF A GRAVELED ROAD, 48 1/2 FEET NORTHEAST OF THE
 PU0322'NORTHEAST RAIL, 34 FEET NORTHWEST OF A ROW OF TELEPHONE POLES
 PU0322'WITH A LINE CROSSING OVER THE HIGHWAY AND TRACK, 2 FEET NORTHEAST
 PU0322'OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1
 PU0322'FOOT BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 PU0322'CONCRETE POST PROJECTING 6 INCHES.
 PU0322
 PU0322                          STATION RECOVERY (1991)
 PU0322
 PU0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU0322'15.6 KM (9.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU0322'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, THENCE 1.0 KM (0.60
 PU0322'MI) NORTHERLY ALONG COUNTY ROAD T504 (EXIT 101), 93.6 M (307.1 FT)
 PU0322'NORTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND THE CHICAGO
 PU0322'AND NORTHWESTERN RAILROAD, 15.0 M (49.2 FT) NORTHEAST OF THE NEAR
 PU0322'RAIL , 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.3 M
 PU0322'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.1
 PU0322'M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU0322
 PU0322                          STATION RECOVERY (2012)
 PU0322
 PU0322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0348 ***********************************************************************
 PU0348  DESIGNATION -  X 366
 PU0348  PID         -  PU0348
 PU0348  STATE/COUNTY-  SD/PENNINGTON
 PU0348  COUNTRY     -  US
 PU0348  USGS QUAD   -  WASTA (2017)
 PU0348
 PU0348                         *CURRENT SURVEY CONTROL
 PU0348  ______________________________________________________________________
 PU0348* NAD 83(1986) POSITION- 44 02 35.     (N) 102 27 51.     (W)   SCALED
 PU0348* NAVD 88 ORTHO HEIGHT -   709.312 (meters)     2327.13  (feet) ADJUSTED
 PU0348  ______________________________________________________________________
 PU0348  GEOID HEIGHT    -        -18.424 (meters)                     GEOID18
 PU0348  DYNAMIC HEIGHT  -        709.118 (meters)     2326.50  (feet) COMP
 PU0348  MODELED GRAVITY -    980,321.0   (mgal)                       NAVD 88
 PU0348
 PU0348  VERT ORDER      -  SECOND    CLASS 0
 PU0348
 PU0348.The horizontal coordinates were scaled from a map and have
 PU0348.an estimated accuracy of +/- 6 seconds.
 PU0348
 PU0348.The orthometric height was determined by differential leveling and
 PU0348.adjusted by the NATIONAL GEODETIC SURVEY
 PU0348.in June 1991.
 PU0348
 PU0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0348.GEOID18 height accuracy estimate available here.
 PU0348
 PU0348.Click photographs - Photos may exist for this station.
 PU0348
 PU0348.The dynamic height is computed by dividing the NAVD 88
 PU0348.geopotential number by the normal gravity value computed on the
 PU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0348.degrees latitude (g = 980.6199 gals.).
 PU0348
 PU0348.The modeled gravity was interpolated from observed gravity values.
 PU0348
 PU0348;                    North         East    Units  Estimated Accuracy
 PU0348;SPC SD S     -   192,130.      429,250.      MT  (+/- 180 meters Scaled)
 PU0348
 PU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ031797(NAD 83)
 PU0348
 PU0348                          SUPERSEDED SURVEY CONTROL
 PU0348
 PU0348  NGVD 29 (??/??/92)  708.880  (m)         2325.72   (f) ADJ UNCH    2 0
 PU0348
 PU0348.Superseded values are not recommended for survey control.
 PU0348
 PU0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0348.See file dsdata.pdf to determine how the superseded data were derived.
 PU0348
 PU0348_MARKER: DB = BENCH MARK DISK
 PU0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0348_STAMPING: X 366 1962
 PU0348_MARK LOGO: CGS
 PU0348_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0348+STABILITY: SURFACE MOTION
 PU0348
 PU0348  HISTORY     - Date     Condition        Report By
 PU0348  HISTORY     - 1962     MONUMENTED       CGS
 PU0348
 PU0348                          STATION DESCRIPTION
 PU0348
 PU0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0348'1.9 MI SW FROM WASTA.
 PU0348'ABOUT 1.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU0348'RAILWAY FROM THE STATION AT WASTA, 3 POLES NORTH OF MILEPOST 607,
 PU0348'49 1/2 WEST OF THE WEST RAIL, 104 FEET EAST OF THE CENTER LINE
 PU0348'OF A GRAVELED ROAD, 20.7 FEET NORTHEAST OF A TELEPHONE POLE, 3.0
 PU0348'FEET WEST OF A FENCE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST,
 PU0348'ABOUT 3 FEET BELOW THE RAILS, ABOUT LEVEL WITH THE GRAVELED ROAD,
 PU0348'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0427 ***********************************************************************
 PU0427  DESIGNATION -  X 367
 PU0427  PID         -  PU0427
 PU0427  STATE/COUNTY-  SD/PENNINGTON
 PU0427  COUNTRY     -  US
 PU0427  USGS QUAD   -  RAINY CREEK (2017)
 PU0427
 PU0427                         *CURRENT SURVEY CONTROL
 PU0427  ______________________________________________________________________
 PU0427* NAD 83(1986) POSITION- 44 10 56.     (N) 102 12 28.     (W)   SCALED
 PU0427* NAVD 88 ORTHO HEIGHT -   893.471 (meters)     2931.33  (feet) ADJUSTED
 PU0427  ______________________________________________________________________
 PU0427  GEOID HEIGHT    -        -19.200 (meters)                     GEOID18
 PU0427  DYNAMIC HEIGHT  -        893.211 (meters)     2930.48  (feet) COMP
 PU0427  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 PU0427
 PU0427  VERT ORDER      -  SECOND    CLASS 0
 PU0427
 PU0427.The horizontal coordinates were scaled from a map and have
 PU0427.an estimated accuracy of +/- 6 seconds.
 PU0427
 PU0427.The orthometric height was determined by differential leveling and
 PU0427.adjusted by the NATIONAL GEODETIC SURVEY
 PU0427.in June 1991.
 PU0427
 PU0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0427.GEOID18 height accuracy estimate available here.
 PU0427
 PU0427.Click photographs - Photos may exist for this station.
 PU0427
 PU0427.The dynamic height is computed by dividing the NAVD 88
 PU0427.geopotential number by the normal gravity value computed on the
 PU0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0427.degrees latitude (g = 980.6199 gals.).
 PU0427
 PU0427.The modeled gravity was interpolated from observed gravity values.
 PU0427
 PU0427;                    North         East    Units  Estimated Accuracy
 PU0427;SPC SD S     -   207,090.      450,140.      MT  (+/- 180 meters Scaled)
 PU0427
 PU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ231959(NAD 83)
 PU0427
 PU0427                          SUPERSEDED SURVEY CONTROL
 PU0427
 PU0427  NGVD 29 (??/??/92)  893.012  (m)         2929.82   (f) ADJ UNCH    2 0
 PU0427
 PU0427.Superseded values are not recommended for survey control.
 PU0427
 PU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0427.See file dsdata.pdf to determine how the superseded data were derived.
 PU0427
 PU0427_MARKER: DB = BENCH MARK DISK
 PU0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0427_STAMPING: X 367 1962
 PU0427_MARK LOGO: CGS
 PU0427_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0427+STABILITY: SURFACE MOTION
 PU0427
 PU0427  HISTORY     - Date     Condition        Report By
 PU0427  HISTORY     - 1962     MONUMENTED       CGS
 PU0427
 PU0427                          STATION DESCRIPTION
 PU0427
 PU0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0427'5.3 MI S FROM CREIGHTON.
 PU0427'ABOUT 5.3 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0427'AND SERVICE STATION AT CREIGHTON, 56 FEET SOUTHEAST OF THE CENTER
 PU0427'OF THE JUNCTION WITH A GRAVELED ROAD LEADING WEST, 44 FEET EAST
 PU0427'OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTH OF THE CENTER LINE
 PU0427'OF A PRIVATE ROAD, 10.7 FEET EAST OF A CORNER FENCE POST, 7.5
 PU0427'FEET EAST OF A BRACED TELEPHONE POLE, 2.0 FEET SOUTH OF A FENCE,
 PU0427'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0427'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1775 ***********************************************************************
 PU1775  DESIGNATION -  X 368
 PU1775  PID         -  PU1775
 PU1775  STATE/COUNTY-  SD/BUTTE
 PU1775  COUNTRY     -  US
 PU1775  USGS QUAD   -  MUD BUTTES (2017)
 PU1775
 PU1775                         *CURRENT SURVEY CONTROL
 PU1775  ______________________________________________________________________
 PU1775* NAD 83(1986) POSITION- 44 47 44.     (N) 103 50 53.     (W)   SCALED
 PU1775* NAVD 88 ORTHO HEIGHT -   941.081 (meters)     3087.53  (feet) ADJUSTED
 PU1775  ______________________________________________________________________
 PU1775  GEOID HEIGHT    -        -15.602 (meters)                     GEOID18
 PU1775  DYNAMIC HEIGHT  -        940.828 (meters)     3086.70  (feet) COMP
 PU1775  MODELED GRAVITY -    980,315.9   (mgal)                       NAVD 88
 PU1775
 PU1775  VERT ORDER      -  FIRST     CLASS II
 PU1775
 PU1775.The horizontal coordinates were scaled from a map and have
 PU1775.an estimated accuracy of +/- 6 seconds.
 PU1775
 PU1775.The orthometric height was determined by differential leveling and
 PU1775.adjusted by the NATIONAL GEODETIC SURVEY
 PU1775.in June 1991.
 PU1775
 PU1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1775.GEOID18 height accuracy estimate available here.
 PU1775
 PU1775.Click photographs - Photos may exist for this station.
 PU1775
 PU1775.The dynamic height is computed by dividing the NAVD 88
 PU1775.geopotential number by the normal gravity value computed on the
 PU1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1775.degrees latitude (g = 980.6199 gals.).
 PU1775
 PU1775.The modeled gravity was interpolated from observed gravity values.
 PU1775
 PU1775;                    North         East    Units  Estimated Accuracy
 PU1775;SPC SD N     -   114,160.      295,650.      MT  (+/- 180 meters Scaled)
 PU1775
 PU1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK911608(NAD 83)
 PU1775
 PU1775                          SUPERSEDED SURVEY CONTROL
 PU1775
 PU1775  NGVD 29 (??/??/92)  940.599  (m)         3085.95   (f) ADJ UNCH    1 2
 PU1775
 PU1775.Superseded values are not recommended for survey control.
 PU1775
 PU1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1775.See file dsdata.pdf to determine how the superseded data were derived.
 PU1775
 PU1775_MARKER: DB = BENCH MARK DISK
 PU1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1775_STAMPING: X 368 1962
 PU1775_MARK LOGO: CGS
 PU1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1775+STABILITY: SURFACE MOTION
 PU1775
 PU1775  HISTORY     - Date     Condition        Report By
 PU1775  HISTORY     - 1962     MONUMENTED       CGS
 PU1775
 PU1775                          STATION DESCRIPTION
 PU1775
 PU1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1775'8.8 MI N FROM BELLE FOURCHE.
 PU1775'ABOUT 8.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1775'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 26,
 PU1775'T 10 N, R 2 E, 132 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 PU1775'51 FEET SOUTH OF THE CENTER LINE OF AN ACCESS ROAD, 101 FEET
 PU1775'NORTHEAST OF A POWER POLE, 1/2 FEET NORTH OF A FENCE, 1.7 FEET
 PU1775'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 PU1775'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0201 ***********************************************************************
 OS0201  DESIGNATION -  X 369
 OS0201  PID         -  OS0201
 OS0201  STATE/COUNTY-  SD/JONES
 OS0201  COUNTRY     -  US
 OS0201  USGS QUAD   -  OKATON NE (2017)
 OS0201
 OS0201                         *CURRENT SURVEY CONTROL
 OS0201  ______________________________________________________________________
 OS0201* NAD 83(1986) POSITION- 43 53 36.     (N) 100 47 49.     (W)   SCALED
 OS0201* NAVD 88 ORTHO HEIGHT -   732.646 (meters)     2403.69  (feet) ADJUSTED
 OS0201  ______________________________________________________________________
 OS0201  GEOID HEIGHT    -        -23.882 (meters)                     GEOID18
 OS0201  DYNAMIC HEIGHT  -        732.408 (meters)     2402.91  (feet) COMP
 OS0201  MODELED GRAVITY -    980,270.5   (mgal)                       NAVD 88
 OS0201
 OS0201  VERT ORDER      -  FIRST     CLASS II
 OS0201
 OS0201.The horizontal coordinates were scaled from a map and have
 OS0201.an estimated accuracy of +/- 6 seconds.
 OS0201
 OS0201.The orthometric height was determined by differential leveling and
 OS0201.adjusted by the NATIONAL GEODETIC SURVEY
 OS0201.in June 1991.
 OS0201
 OS0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0201.GEOID18 height accuracy estimate available here.
 OS0201
 OS0201.Click photographs - Photos may exist for this station.
 OS0201
 OS0201.The dynamic height is computed by dividing the NAVD 88
 OS0201.geopotential number by the normal gravity value computed on the
 OS0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0201.degrees latitude (g = 980.6199 gals.).
 OS0201
 OS0201.The modeled gravity was interpolated from observed gravity values.
 OS0201
 OS0201;                    North         East    Units  Estimated Accuracy
 OS0201;SPC SD S     -   173,410.      562,750.      MT  (+/- 180 meters Scaled)
 OS0201
 OS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP556615(NAD 83)
 OS0201
 OS0201                          SUPERSEDED SURVEY CONTROL
 OS0201
 OS0201  NGVD 29 (??/??/92)  732.190  (m)         2402.19   (f) ADJ UNCH    1 2
 OS0201
 OS0201.Superseded values are not recommended for survey control.
 OS0201
 OS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0201.See file dsdata.pdf to determine how the superseded data were derived.
 OS0201
 OS0201_MARKER: DB = BENCH MARK DISK
 OS0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0201_STAMPING: X 369 1962
 OS0201_MARK LOGO: CGS
 OS0201_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0201+STABILITY: SURFACE MOTION
 OS0201
 OS0201  HISTORY     - Date     Condition        Report By
 OS0201  HISTORY     - 1962     MONUMENTED       CGS
 OS0201  HISTORY     - 1985     GOOD             NGS
 OS0201
 OS0201                          STATION DESCRIPTION
 OS0201
 OS0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0201'4.6 MI W FROM MURDO.
 OS0201'ABOUT 4.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0201'PACIFIC RAILROAD FROM THE STATION AT MURDO, IN SECTION 5, T 2 S,
 OS0201'R 28 E, 43 FEET NORTH OF NORTH RAIL, 88 FEET NORTH OF AND ACROSS
 OS0201'TRACKS FROM MILE POST 521, 1 1/2 FEET SOUTH OF A FENCE, 1.3 FEET
 OS0201'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 OS0201'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0201'6 INCHES.
 OS0201
 OS0201                          STATION RECOVERY (1985)
 OS0201
 OS0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0201'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.14
 OS0201'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE
 OS0201'1.00 KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE 5.96 KM
 OS0201'(3.70 MI) WEST ALONG A DIRT ROAD FOLLOWING THE SECTION LINE, 0.18 KM
 OS0201'(0.11 MI) EAST OF THE CROSSING OF THE OLD ABANDON RAILROAD, 4.6 METERS
 OS0201'(15 FT) NORTH OF THE CENTER OF THE ROAD, 13.1 METERS (43 FT) NORTH OF
 OS0201'THE NORTH RAIL OF THE OLD RAILROAD AND 0.5 METER (1.5 FT) SOUTH OF A
 OS0201'FENCE.
 OS0201'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 OS0201'THE MARK IS 0.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0230 ***********************************************************************
 OS0230  DESIGNATION -  X 37
 OS0230  PID         -  OS0230
 OS0230  STATE/COUNTY-  SD/MELLETTE
 OS0230  COUNTRY     -  US
 OS0230  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0230
 OS0230                         *CURRENT SURVEY CONTROL
 OS0230  ______________________________________________________________________
 OS0230* NAD 83(1986) POSITION- 43 30 45.     (N) 100 43 48.     (W)   SCALED
 OS0230* NAVD 88 ORTHO HEIGHT -   625.514 (meters)     2052.21  (feet) ADJUSTED
 OS0230  ______________________________________________________________________
 OS0230  GEOID HEIGHT    -        -23.812 (meters)                     GEOID18
 OS0230  DYNAMIC HEIGHT  -        625.284 (meters)     2051.45  (feet) COMP
 OS0230  MODELED GRAVITY -    980,232.8   (mgal)                       NAVD 88
 OS0230
 OS0230  VERT ORDER      -  FIRST     CLASS II
 OS0230
 OS0230.The horizontal coordinates were scaled from a map and have
 OS0230.an estimated accuracy of +/- 6 seconds.
 OS0230
 OS0230.The orthometric height was determined by differential leveling and
 OS0230.adjusted by the NATIONAL GEODETIC SURVEY
 OS0230.in June 1991.
 OS0230
 OS0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0230.GEOID18 height accuracy estimate available here.
 OS0230
 OS0230.Click photographs - Photos may exist for this station.
 OS0230
 OS0230.The dynamic height is computed by dividing the NAVD 88
 OS0230.geopotential number by the normal gravity value computed on the
 OS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0230.degrees latitude (g = 980.6199 gals.).
 OS0230
 OS0230.The modeled gravity was interpolated from observed gravity values.
 OS0230
 OS0230;                    North         East    Units  Estimated Accuracy
 OS0230;SPC SD S     -   131,070.      567,930.      MT  (+/- 180 meters Scaled)
 OS0230
 OS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP601191(NAD 83)
 OS0230
 OS0230                          SUPERSEDED SURVEY CONTROL
 OS0230
 OS0230  NGVD 29 (??/??/92)  625.112  (m)         2050.89   (f) ADJ UNCH    1 2
 OS0230
 OS0230.Superseded values are not recommended for survey control.
 OS0230
 OS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0230.See file dsdata.pdf to determine how the superseded data were derived.
 OS0230
 OS0230_MARKER: DB = BENCH MARK DISK
 OS0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0230_STAMPING: X 37 1933
 OS0230_MARK LOGO: CGS
 OS0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0230+STABILITY: SURFACE MOTION
 OS0230
 OS0230  HISTORY     - Date     Condition        Report By
 OS0230  HISTORY     - 1933     MONUMENTED       CGS
 OS0230  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0230
 OS0230                          STATION DESCRIPTION
 OS0230
 OS0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0230'4.5 MI S FROM WHITE RIVER.
 OS0230'4.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM WHITE RIVER, MELLETTE
 OS0230'COUNTY, 0.1 MILE NORTH ALONG THE HIGHWAY FROM THE FOOT OF A HILL,
 OS0230'38 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND ON A KNOLL
 OS0230'9 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 37
 OS0230'1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0230
 OS0230                          STATION RECOVERY (1992)
 OS0230
 OS0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0230'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0231 ***********************************************************************
 OS0231  DESIGNATION -  X 37 RESET
 OS0231  PID         -  OS0231
 OS0231  STATE/COUNTY-  SD/MELLETTE
 OS0231  COUNTRY     -  US
 OS0231  USGS QUAD   -  WHITE RIVER EAST (2017)
 OS0231
 OS0231                         *CURRENT SURVEY CONTROL
 OS0231  ______________________________________________________________________
 OS0231* NAD 83(1986) POSITION- 43 30 45.     (N) 100 43 48.     (W)   SCALED
 OS0231* NAVD 88 ORTHO HEIGHT -   626.041 (meters)     2053.94  (feet) ADJUSTED
 OS0231  ______________________________________________________________________
 OS0231  GEOID HEIGHT    -        -23.812 (meters)                     GEOID18
 OS0231  DYNAMIC HEIGHT  -        625.811 (meters)     2053.18  (feet) COMP
 OS0231  MODELED GRAVITY -    980,232.8   (mgal)                       NAVD 88
 OS0231
 OS0231  VERT ORDER      -  FIRST     CLASS II
 OS0231
 OS0231.The horizontal coordinates were scaled from a map and have
 OS0231.an estimated accuracy of +/- 6 seconds.
 OS0231
 OS0231.The orthometric height was determined by differential leveling and
 OS0231.adjusted by the NATIONAL GEODETIC SURVEY
 OS0231.in June 1994.
 OS0231
 OS0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0231.GEOID18 height accuracy estimate available here.
 OS0231
 OS0231.Click photographs - Photos may exist for this station.
 OS0231
 OS0231.The dynamic height is computed by dividing the NAVD 88
 OS0231.geopotential number by the normal gravity value computed on the
 OS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0231.degrees latitude (g = 980.6199 gals.).
 OS0231
 OS0231.The modeled gravity was interpolated from observed gravity values.
 OS0231
 OS0231;                    North         East    Units  Estimated Accuracy
 OS0231;SPC SD S     -   131,070.      567,930.      MT  (+/- 180 meters Scaled)
 OS0231
 OS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP601191(NAD 83)
 OS0231
 OS0231                          SUPERSEDED SURVEY CONTROL
 OS0231
 OS0231.No superseded survey control is available for this station.
 OS0231
 OS0231_MARKER: DB = BENCH MARK DISK
 OS0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0231_STAMPING: X 37 RESET 1965
 OS0231_MARK LOGO: CGS
 OS0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0231+STABILITY: SURFACE MOTION
 OS0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0231+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 OS0231
 OS0231  HISTORY     - Date     Condition        Report By
 OS0231  HISTORY     - 1965     MONUMENTED       LOCENG
 OS0231  HISTORY     - 19920721 GOOD             NGS
 OS0231
 OS0231                          STATION DESCRIPTION
 OS0231
 OS0231'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 OS0231'3.8 MI S FROM WHITE RIVER.
 OS0231'ABOUT 3.82 MILES SOUTH ALONG STATE HIGHWAY 83 FROM WHITE RIVER,
 OS0231'358 FEET NORTH OF A SKEWED 60 INCH CORRUGATED METAL PIPE, 145
 OS0231'FEET SOUTH OF A 24 INCH CORRUGATED METAL PIPE, 103 FEET EAST OF
 OS0231'THE CENTERLINE OF THE HIGHWAY (SURVEY STATION 202+00), AND SET
 OS0231'IN THE TOP OF A CONCRETE POST.
 OS0231
 OS0231                          STATION RECOVERY (1992)
 OS0231
 OS0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0231'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0231'IN WHITE RIVER, THENCE 6.6 KM (4.10 MI) SOUTHERLY ALONG U.S. HIGHWAY
 OS0231'83, 31.2 M (102.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 25.5 M
 OS0231'(83.7 FT) SOUTH OF A UTILITY POLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 OS0231'THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 OS0231'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0280 ***********************************************************************
 OS0280  DESIGNATION -  X 370
 OS0280  PID         -  OS0280
 OS0280  STATE/COUNTY-  SD/JACKSON
 OS0280  COUNTRY     -  US
 OS0280  USGS QUAD   -  BELVIDERE (2017)
 OS0280
 OS0280                         *CURRENT SURVEY CONTROL
 OS0280  ______________________________________________________________________
 OS0280* NAD 83(1986) POSITION- 43 50 01.     (N) 101 19 30.     (W)   SCALED
 OS0280* NAVD 88 ORTHO HEIGHT -   727.343 (meters)     2386.29  (feet) ADJUSTED
 OS0280  ______________________________________________________________________
 OS0280  GEOID HEIGHT    -        -22.316 (meters)                     GEOID18
 OS0280  DYNAMIC HEIGHT  -        727.106 (meters)     2385.51  (feet) COMP
 OS0280  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 OS0280
 OS0280  VERT ORDER      -  FIRST     CLASS II
 OS0280
 OS0280.The horizontal coordinates were scaled from a map and have
 OS0280.an estimated accuracy of +/- 6 seconds.
 OS0280
 OS0280.The orthometric height was determined by differential leveling and
 OS0280.adjusted by the NATIONAL GEODETIC SURVEY
 OS0280.in June 1991.
 OS0280
 OS0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0280.GEOID18 height accuracy estimate available here.
 OS0280
 OS0280.Click photographs - Photos may exist for this station.
 OS0280
 OS0280.The dynamic height is computed by dividing the NAVD 88
 OS0280.geopotential number by the normal gravity value computed on the
 OS0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0280.degrees latitude (g = 980.6199 gals.).
 OS0280
 OS0280.The modeled gravity was interpolated from observed gravity values.
 OS0280
 OS0280;                    North         East    Units  Estimated Accuracy
 OS0280;SPC SD S     -   167,150.      520,250.      MT  (+/- 180 meters Scaled)
 OS0280
 OS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP130560(NAD 83)
 OS0280
 OS0280                          SUPERSEDED SURVEY CONTROL
 OS0280
 OS0280  NGVD 29 (??/??/92)  726.871  (m)         2384.74   (f) ADJ UNCH    1 2
 OS0280
 OS0280.Superseded values are not recommended for survey control.
 OS0280
 OS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0280.See file dsdata.pdf to determine how the superseded data were derived.
 OS0280
 OS0280_MARKER: DB = BENCH MARK DISK
 OS0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0280_STAMPING: X 370 1962
 OS0280_MARK LOGO: CGS
 OS0280_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0280+STABILITY: SURFACE MOTION
 OS0280
 OS0280  HISTORY     - Date     Condition        Report By
 OS0280  HISTORY     - 1962     MONUMENTED       CGS
 OS0280
 OS0280                          STATION DESCRIPTION
 OS0280
 OS0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0280'2.7 MI W FROM BELVIDERE.
 OS0280'ABOUT 2.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0280'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION
 OS0280'35, T 2 S, R 23 E, 16 1/2 POLES WEST OF MILE POST 551 AND AT
 OS0280'THE WEST END OF A CUT, 96 FEET SOUTH OF SOUTH RAIL, 32 FEET WEST
 OS0280'OF A NORTH-SOUTH SECTION LINE FENCE, 2 FEET NORTH OF A FENCE,
 OS0280'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 OS0280'LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 OS0280'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0371 ***********************************************************************
 OS0371  DESIGNATION -  X 371
 OS0371  PID         -  OS0371
 OS0371  STATE/COUNTY-  SD/JACKSON
 OS0371  COUNTRY     -  US
 OS0371  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0371
 OS0371                         *CURRENT SURVEY CONTROL
 OS0371  ______________________________________________________________________
 OS0371* NAD 83(1986) POSITION- 43 57 05.     (N) 101 39 40.     (W)   SCALED
 OS0371* NAVD 88 ORTHO HEIGHT -   766.458 (meters)     2514.62  (feet) ADJUSTED
 OS0371  ______________________________________________________________________
 OS0371  GEOID HEIGHT    -        -21.094 (meters)                     GEOID18
 OS0371  DYNAMIC HEIGHT  -        766.221 (meters)     2513.84  (feet) COMP
 OS0371  MODELED GRAVITY -    980,284.3   (mgal)                       NAVD 88
 OS0371
 OS0371  VERT ORDER      -  FIRST     CLASS II
 OS0371
 OS0371.The horizontal coordinates were scaled from a map and have
 OS0371.an estimated accuracy of +/- 6 seconds.
 OS0371
 OS0371.The orthometric height was determined by differential leveling and
 OS0371.adjusted by the NATIONAL GEODETIC SURVEY
 OS0371.in June 1991.
 OS0371
 OS0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0371.GEOID18 height accuracy estimate available here.
 OS0371
 OS0371.Click photographs - Photos may exist for this station.
 OS0371
 OS0371.The dynamic height is computed by dividing the NAVD 88
 OS0371.geopotential number by the normal gravity value computed on the
 OS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0371.degrees latitude (g = 980.6199 gals.).
 OS0371
 OS0371.The modeled gravity was interpolated from observed gravity values.
 OS0371
 OS0371;                    North         East    Units  Estimated Accuracy
 OS0371;SPC SD S     -   180,610.      493,430.      MT  (+/- 180 meters Scaled)
 OS0371
 OS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP864699(NAD 83)
 OS0371
 OS0371                          SUPERSEDED SURVEY CONTROL
 OS0371
 OS0371  NGVD 29 (??/??/92)  766.001  (m)         2513.12   (f) ADJ UNCH    1 2
 OS0371
 OS0371.Superseded values are not recommended for survey control.
 OS0371
 OS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0371.See file dsdata.pdf to determine how the superseded data were derived.
 OS0371
 OS0371_MARKER: DB = BENCH MARK DISK
 OS0371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0371_STAMPING: X 371 1962
 OS0371_MARK LOGO: CGS
 OS0371_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0371_ROD/PIPE-DEPTH: 3.4 meters
 OS0371
 OS0371  HISTORY     - Date     Condition        Report By
 OS0371  HISTORY     - 1962     MONUMENTED       CGS
 OS0371
 OS0371                          STATION DESCRIPTION
 OS0371
 OS0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0371'6.4 MI S FROM PHILIP.
 OS0371'ABOUT 6.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0371'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 104 FEET EAST OF
 OS0371'THE CENTERLINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER OF A
 OS0371'GATE, 11 1/2 FEET SOUTH OF A FENCE, 1 1/2 FEET WEST OF A FENCE,
 OS0371'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 OS0371'LEVEL OF THE HIGHWAY, CLAMPED ON A 5/8 INCH COPPER-COATED ROD
 OS0371'WHICH IS DRIVEN TO A DEPTH OF 11 FEET, AND ENCASED IN A 6-INCH
 OS0371'TILE PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0294 ***********************************************************************
 OS0294  DESIGNATION -  X 372
 OS0294  PID         -  OS0294
 OS0294  STATE/COUNTY-  SD/JACKSON
 OS0294  COUNTRY     -  US
 OS0294  USGS QUAD   -  BELVIDERE SW (2017)
 OS0294
 OS0294                         *CURRENT SURVEY CONTROL
 OS0294  ______________________________________________________________________
 OS0294* NAD 83(1986) POSITION- 43 50 53.     (N) 101 25 07.     (W)   SCALED
 OS0294* NAVD 88 ORTHO HEIGHT -   726.712 (meters)     2384.22  (feet) ADJUSTED
 OS0294  ______________________________________________________________________
 OS0294  GEOID HEIGHT    -        -21.973 (meters)                     GEOID18
 OS0294  DYNAMIC HEIGHT  -        726.476 (meters)     2383.45  (feet) COMP
 OS0294  MODELED GRAVITY -    980,270.8   (mgal)                       NAVD 88
 OS0294
 OS0294  VERT ORDER      -  FIRST     CLASS II
 OS0294
 OS0294.The horizontal coordinates were scaled from a map and have
 OS0294.an estimated accuracy of +/- 6 seconds.
 OS0294
 OS0294.The orthometric height was determined by differential leveling and
 OS0294.adjusted by the NATIONAL GEODETIC SURVEY
 OS0294.in June 1991.
 OS0294
 OS0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0294.GEOID18 height accuracy estimate available here.
 OS0294
 OS0294.Click photographs - Photos may exist for this station.
 OS0294
 OS0294.The dynamic height is computed by dividing the NAVD 88
 OS0294.geopotential number by the normal gravity value computed on the
 OS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0294.degrees latitude (g = 980.6199 gals.).
 OS0294
 OS0294.The modeled gravity was interpolated from observed gravity values.
 OS0294
 OS0294;                    North         East    Units  Estimated Accuracy
 OS0294;SPC SD S     -   168,840.      512,740.      MT  (+/- 180 meters Scaled)
 OS0294
 OS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP055578(NAD 83)
 OS0294
 OS0294                          SUPERSEDED SURVEY CONTROL
 OS0294
 OS0294  NGVD 29 (??/??/92)  726.236  (m)         2382.66   (f) ADJ UNCH    1 2
 OS0294
 OS0294.Superseded values are not recommended for survey control.
 OS0294
 OS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0294.See file dsdata.pdf to determine how the superseded data were derived.
 OS0294
 OS0294_MARKER: DB = BENCH MARK DISK
 OS0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0294_STAMPING: X 372 1962
 OS0294_MARK LOGO: CGS
 OS0294_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0294+STABILITY: SURFACE MOTION
 OS0294
 OS0294  HISTORY     - Date     Condition        Report By
 OS0294  HISTORY     - 1962     MONUMENTED       CGS
 OS0294
 OS0294                          STATION DESCRIPTION
 OS0294
 OS0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0294'5.1 MI NE FROM KADOKA.
 OS0294'ABOUT 5.1 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0294'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, 11 POLES
 OS0294'EAST OF MILE POST 557, AND 0.3 MILE WEST OF A ROAD CROSSING,
 OS0294'46 FEET NORTH OF NORTH RAIL, 2 1/2 FEET SOUTH OF A FENCE, 1.2
 OS0294'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW LEVEL
 OS0294'OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OS0294'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0395 ***********************************************************************
 OS0395  DESIGNATION -  X 373
 OS0395  PID         -  OS0395
 OS0395  STATE/COUNTY-  SD/JACKSON
 OS0395  COUNTRY     -  US
 OS0395  USGS QUAD   -  WETA (2017)
 OS0395
 OS0395                         *CURRENT SURVEY CONTROL
 OS0395  ______________________________________________________________________
 OS0395* NAD 83(1986) POSITION- 43 51 00.     (N) 101 39 41.     (W)   SCALED
 OS0395* NAVD 88 ORTHO HEIGHT -   751.841 (meters)     2466.67  (feet) ADJUSTED
 OS0395  ______________________________________________________________________
 OS0395  GEOID HEIGHT    -        -21.038 (meters)                     GEOID18
 OS0395  DYNAMIC HEIGHT  -        751.605 (meters)     2465.89  (feet) COMP
 OS0395  MODELED GRAVITY -    980,279.2   (mgal)                       NAVD 88
 OS0395
 OS0395  VERT ORDER      -  FIRST     CLASS II
 OS0395
 OS0395.The horizontal coordinates were scaled from a map and have
 OS0395.an estimated accuracy of +/- 6 seconds.
 OS0395
 OS0395.The orthometric height was determined by differential leveling and
 OS0395.adjusted by the NATIONAL GEODETIC SURVEY
 OS0395.in June 1991.
 OS0395
 OS0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0395.GEOID18 height accuracy estimate available here.
 OS0395
 OS0395.Click photographs - Photos may exist for this station.
 OS0395
 OS0395.The dynamic height is computed by dividing the NAVD 88
 OS0395.geopotential number by the normal gravity value computed on the
 OS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0395.degrees latitude (g = 980.6199 gals.).
 OS0395
 OS0395.The modeled gravity was interpolated from observed gravity values.
 OS0395
 OS0395;                    North         East    Units  Estimated Accuracy
 OS0395;SPC SD S     -   169,340.      493,230.      MT  (+/- 180 meters Scaled)
 OS0395
 OS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP860586(NAD 83)
 OS0395
 OS0395                          SUPERSEDED SURVEY CONTROL
 OS0395
 OS0395  NGVD 29 (??/??/92)  751.385  (m)         2465.17   (f) ADJ UNCH    1 2
 OS0395
 OS0395.Superseded values are not recommended for survey control.
 OS0395
 OS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0395.See file dsdata.pdf to determine how the superseded data were derived.
 OS0395
 OS0395_MARKER: DB = BENCH MARK DISK
 OS0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0395_STAMPING: X 373 1962
 OS0395_MARK LOGO: CGS
 OS0395_PROJECTION: FLUSH
 OS0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0395+STABILITY: SURFACE MOTION
 OS0395
 OS0395  HISTORY     - Date     Condition        Report By
 OS0395  HISTORY     - 1962     MONUMENTED       CGS
 OS0395
 OS0395                          STATION DESCRIPTION
 OS0395
 OS0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0395'13.4 MI S FROM PHILIP.
 OS0395'ABOUT 13.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0395'AND NORTH WESTERN RAILROAD STATION AT PHILIP, MARK MAY ALSO BE
 OS0395'REACHED BY GOING 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO,
 OS0395'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA,
 OS0395'THENCE 7.7 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40
 OS0395'AND 73, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 73, 103 FEET WEST
 OS0395'OF THE CENTERLINE OF THE HIGHWAY, 65 FEET WEST OF A FENCE, 44
 OS0395'FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD, 42 FEET NORTH OF A
 OS0395'POWER POLE, 1.8 FEET SOUTH OF A METAL WITNESS POST, 1 1/2 FEET
 OS0395'SOUTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 OS0395'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0369 ***********************************************************************
 PU0369  DESIGNATION -  X 374
 PU0369  PID         -  PU0369
 PU0369  STATE/COUNTY-  SD/PENNINGTON
 PU0369  COUNTRY     -  US
 PU0369  USGS QUAD   -  PEDRO SE (2017)
 PU0369
 PU0369                         *CURRENT SURVEY CONTROL
 PU0369  ______________________________________________________________________
 PU0369* NAD 83(1986) POSITION- 44 19 24.     (N) 102 02 51.     (W)   SCALED
 PU0369* NAVD 88 ORTHO HEIGHT -   807.433 (meters)     2649.05  (feet) ADJUSTED
 PU0369  ______________________________________________________________________
 PU0369  GEOID HEIGHT    -        -19.799 (meters)                     GEOID18
 PU0369  DYNAMIC HEIGHT  -        807.213 (meters)     2648.33  (feet) COMP
 PU0369  MODELED GRAVITY -    980,318.0   (mgal)                       NAVD 88
 PU0369
 PU0369  VERT ORDER      -  SECOND    CLASS 0
 PU0369
 PU0369.The horizontal coordinates were scaled from a map and have
 PU0369.an estimated accuracy of +/- 6 seconds.
 PU0369
 PU0369.The orthometric height was determined by differential leveling and
 PU0369.adjusted by the NATIONAL GEODETIC SURVEY
 PU0369.in June 1991.
 PU0369
 PU0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0369.GEOID18 height accuracy estimate available here.
 PU0369
 PU0369.Click photographs - Photos may exist for this station.
 PU0369
 PU0369.The dynamic height is computed by dividing the NAVD 88
 PU0369.geopotential number by the normal gravity value computed on the
 PU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0369.degrees latitude (g = 980.6199 gals.).
 PU0369
 PU0369.The modeled gravity was interpolated from observed gravity values.
 PU0369
 PU0369;                    North         East    Units  Estimated Accuracy
 PU0369;SPC SD S     -   222,490.      463,270.      MT  (+/- 180 meters Scaled)
 PU0369
 PU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK354120(NAD 83)
 PU0369
 PU0369                          SUPERSEDED SURVEY CONTROL
 PU0369
 PU0369  NGVD 29 (??/??/92)  806.972  (m)         2647.54   (f) ADJ UNCH    2 0
 PU0369
 PU0369.Superseded values are not recommended for survey control.
 PU0369
 PU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0369.See file dsdata.pdf to determine how the superseded data were derived.
 PU0369
 PU0369_MARKER: DB = BENCH MARK DISK
 PU0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0369_STAMPING: X 374 1962
 PU0369_MARK LOGO: CGS
 PU0369_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0369+STABILITY: SURFACE MOTION
 PU0369
 PU0369  HISTORY     - Date     Condition        Report By
 PU0369  HISTORY     - 1962     MONUMENTED       CGS
 PU0369
 PU0369                          STATION DESCRIPTION
 PU0369
 PU0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0369'12.2 MI NW FROM HILLAND.
 PU0369'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0369'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0369'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0369'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0369'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0369'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A CURVE, IN
 PU0369'SECTION 10, T 4 N, R 17 E, 39 FEET WEST OF THE CENTER LINE OF
 PU0369'THE ROAD, 55 NORTHEAST OF A FENCE, 6 FEET SOUTH OF A POWER POLE,
 PU0369'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0369'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0675 ***********************************************************************
 PT0675  DESIGNATION -  X 375
 PT0675  PID         -  PT0675
 PT0675  STATE/COUNTY-  SD/HAAKON
 PT0675  COUNTRY     -  US
 PT0675  USGS QUAD   -  HILLAND NW (2017)
 PT0675
 PT0675                         *CURRENT SURVEY CONTROL
 PT0675  ______________________________________________________________________
 PT0675* NAD 83(1986) POSITION- 44 24 05.     (N) 101 56 28.     (W)   SCALED
 PT0675* NAVD 88 ORTHO HEIGHT -   752.093 (meters)     2467.49  (feet) ADJUSTED
 PT0675  ______________________________________________________________________
 PT0675  GEOID HEIGHT    -        -20.156 (meters)                     GEOID18
 PT0675  DYNAMIC HEIGHT  -        751.897 (meters)     2466.85  (feet) COMP
 PT0675  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 PT0675
 PT0675  VERT ORDER      -  SECOND    CLASS 0
 PT0675
 PT0675.The horizontal coordinates were scaled from a map and have
 PT0675.an estimated accuracy of +/- 6 seconds.
 PT0675
 PT0675.The orthometric height was determined by differential leveling and
 PT0675.adjusted by the NATIONAL GEODETIC SURVEY
 PT0675.in June 1991.
 PT0675
 PT0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0675.GEOID18 height accuracy estimate available here.
 PT0675
 PT0675.Click photographs - Photos may exist for this station.
 PT0675
 PT0675.The dynamic height is computed by dividing the NAVD 88
 PT0675.geopotential number by the normal gravity value computed on the
 PT0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0675.degrees latitude (g = 980.6199 gals.).
 PT0675
 PT0675.The modeled gravity was interpolated from observed gravity values.
 PT0675
 PT0675;                    North         East    Units  Estimated Accuracy
 PT0675;SPC SD S     -   230,990.      471,930.      MT  (+/- 180 meters Scaled)
 PT0675
 PT0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ657206(NAD 83)
 PT0675
 PT0675                          SUPERSEDED SURVEY CONTROL
 PT0675
 PT0675  NGVD 29 (??/??/92)  751.631  (m)         2465.98   (f) ADJ UNCH    2 0
 PT0675
 PT0675.Superseded values are not recommended for survey control.
 PT0675
 PT0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0675.See file dsdata.pdf to determine how the superseded data were derived.
 PT0675
 PT0675_MARKER: DB = BENCH MARK DISK
 PT0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0675_STAMPING: X 375 1962
 PT0675_MARK LOGO: CGS
 PT0675_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0675_ROD/PIPE-DEPTH: 4.9 meters
 PT0675
 PT0675  HISTORY     - Date     Condition        Report By
 PT0675  HISTORY     - 1962     MONUMENTED       CGS
 PT0675
 PT0675                          STATION DESCRIPTION
 PT0675
 PT0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0675'18.1 MI SE FROM HOWES.
 PT0675'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 73 FROM THE POST
 PT0675'OFFICE AT HOWES, THENCE 0.45 MILE NORTHEAST ALONG STATE HIGHWAYS
 PT0675'73 AND 34, THENCE 17.05 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 PT0675'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, 14.9 MILES NORTHWEST
 PT0675'OF THE CHURCH AND CEMETERY AT HILLAND, IN SECTION 16, T 5 N,
 PT0675'R 18 E, AT THE SOUTHEAST CORNER OF A FENCE AROUND AN ABANDONED
 PT0675'SCHOOL BUILDING, 41 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PT0675'2 1/2 FEET SOUTHWEST OF A CORNER FENCE POST, 2 FEET SOUTH OF A FENCE,
 PT0675'24 FEET SOUTH OF A TELEPHONE POLE, 1.1 FOOT WEST OF A METAL WITNESS
 PT0675'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF
 PT0675'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 PT0675'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1697 ***********************************************************************
 PU1697  DESIGNATION -  X 376 RESET
 PU1697  PID         -  PU1697
 PU1697  STATE/COUNTY-  SD/LAWRENCE
 PU1697  COUNTRY     -  US
 PU1697  USGS QUAD   -  SPEARFISH (2017)
 PU1697
 PU1697                         *CURRENT SURVEY CONTROL
 PU1697  ______________________________________________________________________
 PU1697* NAD 83(1986) POSITION- 44 28 28.     (N) 103 45 38.     (W)   SCALED
 PU1697* NAVD 88 ORTHO HEIGHT -  1179.61  (meters)     3870.1   (feet) RESET
 PU1697  ______________________________________________________________________
 PU1697  GEOID HEIGHT    -        -14.615 (meters)                     GEOID18
 PU1697  VERT ORDER      -  THIRD
 PU1697
 PU1697.The horizontal coordinates were scaled from a map and have
 PU1697.an estimated accuracy of +/- 6 seconds.
 PU1697
 PU1697.The orthometric height was computed from unverified reset data.
 PU1697
 PU1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1697.GEOID18 height accuracy estimate available here.
 PU1697
 PU1697.Click photographs - Photos may exist for this station.
 PU1697
 PU1697;                    North         East    Units  Estimated Accuracy
 PU1697;SPC SD N     -    78,190.      300,910.      MT  (+/- 180 meters Scaled)
 PU1697
 PU1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK985253(NAD 83)
 PU1697
 PU1697                          SUPERSEDED SURVEY CONTROL
 PU1697
 PU1697.No superseded survey control is available for this station.
 PU1697
 PU1697_MARKER: DB = BENCH MARK DISK
 PU1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1697_STAMPING: X 376 RESET 1971
 PU1697_MARK LOGO: CGS
 PU1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1697+STABILITY: SURFACE MOTION
 PU1697
 PU1697  HISTORY     - Date     Condition        Report By
 PU1697  HISTORY     - 1971     MONUMENTED       NGS
 PU1697
 PU1697                          STATION DESCRIPTION
 PU1697
 PU1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PU1697'5.4 MI E FROM SPEARFISH.
 PU1697'5.4 MILE EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE IN
 PU1697'SPEARFISH, 0.4 MILE WEST OF THE DRIVEWAY, SOUTH, TO RANCH
 PU1697'BUILDINGS OWNED BY MR. CLINTON RICHARDS ON WHOSE PROPERTY THE
 PU1697'MARK IS LOCATED, 50 FEET SOUTH OF THE CENTER OF HIGHWAY 85,
 PU1697'2 FEET EAST OF A T FENCE CORNER, 1 FOOT SOUTH OF AN EAST-WEST
 PU1697'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, SET IN A SQUARE
 PU1697'CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2032 ***********************************************************************
 PU2032  DESIGNATION -  X 377
 PU2032  PID         -  PU2032
 PU2032  STATE/COUNTY-  SD/BUTTE
 PU2032  COUNTRY     -  US
 PU2032  USGS QUAD   -  NISLAND (2017)
 PU2032
 PU2032                         *CURRENT SURVEY CONTROL
 PU2032  ______________________________________________________________________
 PU2032* NAD 83(1986) POSITION- 44 40 08.     (N) 103 33 22.     (W)   SCALED
 PU2032* NAVD 88 ORTHO HEIGHT -   865.075 (meters)     2838.17  (feet) ADJUSTED
 PU2032  ______________________________________________________________________
 PU2032  GEOID HEIGHT    -        -15.987 (meters)                     GEOID18
 PU2032  DYNAMIC HEIGHT  -        864.845 (meters)     2837.41  (feet) COMP
 PU2032  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 PU2032
 PU2032  VERT ORDER      -  SECOND    CLASS 0
 PU2032
 PU2032.The horizontal coordinates were scaled from a map and have
 PU2032.an estimated accuracy of +/- 6 seconds.
 PU2032
 PU2032.The orthometric height was determined by differential leveling and
 PU2032.adjusted by the NATIONAL GEODETIC SURVEY
 PU2032.in June 1991.
 PU2032
 PU2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2032.GEOID18 height accuracy estimate available here.
 PU2032
 PU2032.Click photographs - Photos may exist for this station.
 PU2032
 PU2032.The dynamic height is computed by dividing the NAVD 88
 PU2032.geopotential number by the normal gravity value computed on the
 PU2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2032.degrees latitude (g = 980.6199 gals.).
 PU2032
 PU2032.The modeled gravity was interpolated from observed gravity values.
 PU2032
 PU2032;                    North         East    Units  Estimated Accuracy
 PU2032;SPC SD N     -    99,040.      318,100.      MT  (+/- 180 meters Scaled)
 PU2032
 PU2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK144471(NAD 83)
 PU2032
 PU2032                          SUPERSEDED SURVEY CONTROL
 PU2032
 PU2032  NGVD 29 (??/??/92)  864.588  (m)         2836.57   (f) ADJ UNCH    2 0
 PU2032
 PU2032.Superseded values are not recommended for survey control.
 PU2032
 PU2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2032.See file dsdata.pdf to determine how the superseded data were derived.
 PU2032
 PU2032_MARKER: DB = BENCH MARK DISK
 PU2032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU2032_SP_SET: BRIDGE
 PU2032_STAMPING: X 377 1962
 PU2032_MARK LOGO: CGS
 PU2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2032
 PU2032  HISTORY     - Date     Condition        Report By
 PU2032  HISTORY     - 1962     MONUMENTED       CGS
 PU2032
 PU2032                          STATION DESCRIPTION
 PU2032
 PU2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2032'0.6 MI S FROM NISLAND.
 PU2032'0.55 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO AND
 PU2032'NORTHWESTERN RAILWAY STATION AT NISLAND, IN THE TOP OF THE
 PU2032'EAST EDGE OF THE SOUTHEAST CONCRETE PILLAR OF A STEEL TRUSS
 PU2032'BRIDGE OVER BELLE FOURCHE RIVER, 11 FEET EAST OF THE CENTER
 PU2032'LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0558 ***********************************************************************
 PU0558  DESIGNATION -  X 378
 PU0558  PID         -  PU0558
 PU0558  STATE/COUNTY-  SD/PENNINGTON
 PU0558  COUNTRY     -  US
 PU0558  USGS QUAD   -  HORSE TOOTH (2017)
 PU0558
 PU0558                         *CURRENT SURVEY CONTROL
 PU0558  ______________________________________________________________________
 PU0558* NAD 83(1986) POSITION- 44 14 39.     (N) 102 06 49.     (W)   SCALED
 PU0558* NAVD 88 ORTHO HEIGHT -   744.770 (meters)     2443.47  (feet) ADJUSTED
 PU0558  ______________________________________________________________________
 PU0558  GEOID HEIGHT    -        -19.563 (meters)                     GEOID18
 PU0558  DYNAMIC HEIGHT  -        744.564 (meters)     2442.79  (feet) COMP
 PU0558  MODELED GRAVITY -    980,317.2   (mgal)                       NAVD 88
 PU0558
 PU0558  VERT ORDER      -  SECOND    CLASS 0
 PU0558
 PU0558.The horizontal coordinates were scaled from a map and have
 PU0558.an estimated accuracy of +/- 6 seconds.
 PU0558
 PU0558.The orthometric height was determined by differential leveling and
 PU0558.adjusted by the NATIONAL GEODETIC SURVEY
 PU0558.in June 1991.
 PU0558
 PU0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0558.GEOID18 height accuracy estimate available here.
 PU0558
 PU0558.Click photographs - Photos may exist for this station.
 PU0558
 PU0558.The dynamic height is computed by dividing the NAVD 88
 PU0558.geopotential number by the normal gravity value computed on the
 PU0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0558.degrees latitude (g = 980.6199 gals.).
 PU0558
 PU0558.The modeled gravity was interpolated from observed gravity values.
 PU0558
 PU0558;                    North         East    Units  Estimated Accuracy
 PU0558;SPC SD S     -   213,810.      457,810.      MT  (+/- 180 meters Scaled)
 PU0558
 PU0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK304030(NAD 83)
 PU0558
 PU0558                          SUPERSEDED SURVEY CONTROL
 PU0558
 PU0558  NGVD 29 (??/??/92)  744.314  (m)         2441.97   (f) ADJ UNCH    2 0
 PU0558
 PU0558.Superseded values are not recommended for survey control.
 PU0558
 PU0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0558.See file dsdata.pdf to determine how the superseded data were derived.
 PU0558
 PU0558_MARKER: DB = BENCH MARK DISK
 PU0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0558_STAMPING: X 378 1962
 PU0558_MARK LOGO: CGS
 PU0558_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0558+STABILITY: SURFACE MOTION
 PU0558
 PU0558  HISTORY     - Date     Condition        Report By
 PU0558  HISTORY     - 1962     MONUMENTED       CGS
 PU0558
 PU0558                          STATION DESCRIPTION
 PU0558
 PU0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0558'6.8 MI E FROM CREIGHTON.
 PU0558'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0558'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0558'GRAVELED ROAD, THENCE 1.05 MILES EAST ALONG A TRACK ROAD, THENCE
 PU0558'0.7 MILE NORTH ALONG A TRACK ROAD TO A VACANT FARMHOUSE, THENCE
 PU0558'1.05 MILES EAST-SOUTHEAST ALONG A ROW OF TELEPHONE POLES, AT THE
 PU0558'CROSSING OF THE ROW OF TELEPHONE POLES AND A TRAIL ROAD, 38 FEET
 PU0558'NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 155 SOUTH-SOUTHEAST
 PU0558'OF A FORKED ELM TREE, 11 1/2 FEET EAST-SOUTHEAST OF A TELEPHONE
 PU0558'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET NORTH
 PU0558'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PU0558'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0812 ***********************************************************************
 PT0812  DESIGNATION -  X 379
 PT0812  PID         -  PT0812
 PT0812  STATE/COUNTY-  SD/HAAKON
 PT0812  COUNTRY     -  US
 PT0812  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0812
 PT0812                         *CURRENT SURVEY CONTROL
 PT0812  ______________________________________________________________________
 PT0812* NAD 83(1986) POSITION- 44 06 39.     (N) 101 58 39.     (W)   SCALED
 PT0812* NAVD 88 ORTHO HEIGHT -   774.931 (meters)     2542.42  (feet) ADJUSTED
 PT0812  ______________________________________________________________________
 PT0812  GEOID HEIGHT    -        -19.949 (meters)                     GEOID18
 PT0812  DYNAMIC HEIGHT  -        774.704 (meters)     2541.67  (feet) COMP
 PT0812  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 PT0812
 PT0812  VERT ORDER      -  SECOND    CLASS 0
 PT0812
 PT0812.The horizontal coordinates were scaled from a map and have
 PT0812.an estimated accuracy of +/- 6 seconds.
 PT0812
 PT0812.The orthometric height was determined by differential leveling and
 PT0812.adjusted by the NATIONAL GEODETIC SURVEY
 PT0812.in June 1991.
 PT0812
 PT0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0812.GEOID18 height accuracy estimate available here.
 PT0812
 PT0812.Click photographs - Photos may exist for this station.
 PT0812
 PT0812.The dynamic height is computed by dividing the NAVD 88
 PT0812.geopotential number by the normal gravity value computed on the
 PT0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0812.degrees latitude (g = 980.6199 gals.).
 PT0812
 PT0812.The modeled gravity was interpolated from observed gravity values.
 PT0812
 PT0812;                    North         East    Units  Estimated Accuracy
 PT0812;SPC SD S     -   198,770.      468,390.      MT  (+/- 180 meters Scaled)
 PT0812
 PT0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP617884(NAD 83)
 PT0812
 PT0812                          SUPERSEDED SURVEY CONTROL
 PT0812
 PT0812  NGVD 29 (??/??/92)  774.472  (m)         2540.91   (f) ADJ UNCH    2 0
 PT0812
 PT0812.Superseded values are not recommended for survey control.
 PT0812
 PT0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0812.See file dsdata.pdf to determine how the superseded data were derived.
 PT0812
 PT0812_MARKER: DB = BENCH MARK DISK
 PT0812_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PT0812+WITH SETTING: PAVEMENT
 PT0812_SP_SET: BASE
 PT0812_STAMPING: X 379 1962
 PT0812_MARK LOGO: CGS
 PT0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0812+STABILITY: SURFACE MOTION
 PT0812
 PT0812  HISTORY     - Date     Condition        Report By
 PT0812  HISTORY     - 1962     MONUMENTED       CGS
 PT0812
 PT0812                          STATION DESCRIPTION
 PT0812
 PT0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0812'16.4 MI NE FROM QUINN.
 PT0812'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0812'OFFICE AT QUINN, THENCE 7.65 MILES EAST ALONG A GRAVELED ROAD,
 PT0812'0.1 MILE WEST-SOUTHWEST OF TWO LONE COTTONWOOD TREES, 81 FEET
 PT0812'NORTH OF THE CENTER LINE OF THE ROAD, 59 FEET EAST OF A FENCE,
 PT0812'23 FEET NORTH OF A FENCE, ABOUT 3 1/2 FEET BELOW THE LEVEL
 PT0812'OF THE ROAD, AND SET IN THE TOP OF THE SOUTH SIDE OF THE BASE
 PT0812'OF A CONCRETE CYLINDER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0498 ***********************************************************************
 PU0498  DESIGNATION -  X 380
 PU0498  PID         -  PU0498
 PU0498  STATE/COUNTY-  SD/PENNINGTON
 PU0498  COUNTRY     -  US
 PU0498  USGS QUAD   -  WASTA NE (2017)
 PU0498
 PU0498                         *CURRENT SURVEY CONTROL
 PU0498  ______________________________________________________________________
 PU0498* NAD 83(1986) POSITION- 44 08 07.     (N) 102 18 31.     (W)   SCALED
 PU0498* NAVD 88 ORTHO HEIGHT -   856.431 (meters)     2809.81  (feet) ADJUSTED
 PU0498  ______________________________________________________________________
 PU0498  GEOID HEIGHT    -        -18.896 (meters)                     GEOID18
 PU0498  DYNAMIC HEIGHT  -        856.187 (meters)     2809.01  (feet) COMP
 PU0498  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 PU0498
 PU0498  VERT ORDER      -  SECOND    CLASS 0
 PU0498
 PU0498.The horizontal coordinates were scaled from a map and have
 PU0498.an estimated accuracy of +/- 6 seconds.
 PU0498
 PU0498.The orthometric height was determined by differential leveling and
 PU0498.adjusted by the NATIONAL GEODETIC SURVEY
 PU0498.in June 1991.
 PU0498
 PU0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0498.GEOID18 height accuracy estimate available here.
 PU0498
 PU0498.Click photographs - Photos may exist for this station.
 PU0498
 PU0498.The dynamic height is computed by dividing the NAVD 88
 PU0498.geopotential number by the normal gravity value computed on the
 PU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0498.degrees latitude (g = 980.6199 gals.).
 PU0498
 PU0498.The modeled gravity was interpolated from observed gravity values.
 PU0498
 PU0498;                    North         East    Units  Estimated Accuracy
 PU0498;SPC SD S     -   202,070.      441,950.      MT  (+/- 180 meters Scaled)
 PU0498
 PU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ152904(NAD 83)
 PU0498
 PU0498                          SUPERSEDED SURVEY CONTROL
 PU0498
 PU0498  NGVD 29 (??/??/92)  855.981  (m)         2808.33   (f) ADJ UNCH    2 0
 PU0498
 PU0498.Superseded values are not recommended for survey control.
 PU0498
 PU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0498.See file dsdata.pdf to determine how the superseded data were derived.
 PU0498
 PU0498_MARKER: DB = BENCH MARK DISK
 PU0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0498_STAMPING: X 380 1962
 PU0498_MARK LOGO: CGS
 PU0498_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0498+STABILITY: SURFACE MOTION
 PU0498
 PU0498  HISTORY     - Date     Condition        Report By
 PU0498  HISTORY     - 1962     MONUMENTED       CGS
 PU0498
 PU0498                          STATION DESCRIPTION
 PU0498
 PU0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0498'14.3 MI NW FROM WALL.
 PU0498'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0498'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0498'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 PU0498'2.0 MILES WEST ALONG A TRACK ROAD, THENCE 3.8 MILES NORTHWEST
 PU0498'ALONG A GRAVELED ROAD, IN SECTION 16, T 2 N, R 15 E, 103 FEET
 PU0498'WEST OF THE CENTER LINE OF A TRACK ROAD, 101 FEET NORTHWEST OF
 PU0498'THE CENTER OF A GATE, 2 FEET SOUTH OF A FENCE, 2.0 FEET NORTHWEST
 PU0498'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 PU0498'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0098 ***********************************************************************
 OT0098  DESIGNATION -  X 381
 OT0098  PID         -  OT0098
 OT0098  STATE/COUNTY-  SD/PENNINGTON
 OT0098  COUNTRY     -  US
 OT0098  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0098
 OT0098                         *CURRENT SURVEY CONTROL
 OT0098  ______________________________________________________________________
 OT0098* NAD 83(1986) POSITION- 43 56 19.     (N) 102 20 17.     (W)   SCALED
 OT0098* NAVD 88 ORTHO HEIGHT -   888.053 (meters)     2913.55  (feet) ADJUSTED
 OT0098  ______________________________________________________________________
 OT0098  GEOID HEIGHT    -        -18.701 (meters)                     GEOID18
 OT0098  DYNAMIC HEIGHT  -        887.771 (meters)     2912.63  (feet) COMP
 OT0098  MODELED GRAVITY -    980,270.9   (mgal)                       NAVD 88
 OT0098
 OT0098  VERT ORDER      -  SECOND    CLASS 0
 OT0098
 OT0098.The horizontal coordinates were scaled from a map and have
 OT0098.an estimated accuracy of +/- 6 seconds.
 OT0098
 OT0098.The orthometric height was determined by differential leveling and
 OT0098.adjusted by the NATIONAL GEODETIC SURVEY
 OT0098.in June 1991.
 OT0098
 OT0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0098.GEOID18 height accuracy estimate available here.
 OT0098
 OT0098.Click photographs - Photos may exist for this station.
 OT0098
 OT0098.The dynamic height is computed by dividing the NAVD 88
 OT0098.geopotential number by the normal gravity value computed on the
 OT0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0098.degrees latitude (g = 980.6199 gals.).
 OT0098
 OT0098.The modeled gravity was interpolated from observed gravity values.
 OT0098
 OT0098;                    North         East    Units  Estimated Accuracy
 OT0098;SPC SD S     -   180,280.      439,070.      MT  (+/- 180 meters Scaled)
 OT0098
 OT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ136684(NAD 83)
 OT0098
 OT0098                          SUPERSEDED SURVEY CONTROL
 OT0098
 OT0098  NGVD 29 (??/??/92)  887.591  (m)         2912.04   (f) ADJ UNCH    2 0
 OT0098
 OT0098.Superseded values are not recommended for survey control.
 OT0098
 OT0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0098.See file dsdata.pdf to determine how the superseded data were derived.
 OT0098
 OT0098_MARKER: DB = BENCH MARK DISK
 OT0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0098_STAMPING: X 381 1962
 OT0098_MARK LOGO: CGS
 OT0098_PROJECTION: RECESSED 8 CENTIMETERS
 OT0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0098+STABILITY: SURFACE MOTION
 OT0098
 OT0098  HISTORY     - Date     Condition        Report By
 OT0098  HISTORY     - 1962     MONUMENTED       CGS
 OT0098
 OT0098                          STATION DESCRIPTION
 OT0098
 OT0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0098'16.6 MI SE FROM WASTA.
 OT0098'ABOUT 3.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0098'FROM THE STATION AT WASTA, THENCE 3.95 MILES SOUTHEAST ALONG A
 OT0098'GRAVELED ROAD, THENCE 4.0 MILES SOUTH-SOUTHWEST ALONG A WINDING,
 OT0098'PARTIALLY GRAVELED, AND GRADED DIRT ROAD, THENCE 1.55 MILES EAST
 OT0098'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 OT0098'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.75
 OT0098'MILES SOUTH ALONG A GRAVELED ROAD, 0.15 MILE SOUTH-SOUTHWEST
 OT0098'OF B 8 L 1961, 0.15 MILE NORTH OF A T FENCE LEADING EAST, 49 1/2
 OT0098'FEET SOUTH OF A POWER POLE, 2 FEET EAST OF A FENCE, 35 1/2 FEET
 OT0098'EAST OF THE CENTER LINE OF THE ROAD, 3-INCHES BELOW THE SURFACE
 OT0098'OF THE GROUND, AND SET IN THE TOP OF THE SOUTHWEST EDGE OF THE
 OT0098'BASE OF AN 18-INCH CONCRETE CYLINDER.  TO REACH THIS MARK FROM
 OT0098'WALL, 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0098'WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90, THENCE
 OT0098'8.2 MILES SOUTH ALONG U.S. HIGHWAY 16A, THENCE 6.65 MILES
 OT0098'NORTHWEST ALONG A GRAVELED ROAD, THENCE 2.45 MILES NORTH ALONG
 OT0098'A GRAVELED ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0502 ***********************************************************************
 OS0502  DESIGNATION -  X 382
 OS0502  PID         -  OS0502
 OS0502  STATE/COUNTY-  SD/JACKSON
 OS0502  COUNTRY     -  US
 OS0502  USGS QUAD   -  COTTONWOOD (2017)
 OS0502
 OS0502                         *CURRENT SURVEY CONTROL
 OS0502  ______________________________________________________________________
 OS0502* NAD 83(1986) POSITION- 43 52 40.     (N) 101 59 01.     (W)   SCALED
 OS0502* NAVD 88 ORTHO HEIGHT -   779.700 (meters)     2558.07  (feet) ADJUSTED
 OS0502  ______________________________________________________________________
 OS0502  GEOID HEIGHT    -        -19.887 (meters)                     GEOID18
 OS0502  DYNAMIC HEIGHT  -        779.458 (meters)     2557.27  (feet) COMP
 OS0502  MODELED GRAVITY -    980,282.3   (mgal)                       NAVD 88
 OS0502
 OS0502  VERT ORDER      -  SECOND    CLASS 0
 OS0502
 OS0502.The horizontal coordinates were scaled from a map and have
 OS0502.an estimated accuracy of +/- 6 seconds.
 OS0502
 OS0502.The orthometric height was determined by differential leveling and
 OS0502.adjusted by the NATIONAL GEODETIC SURVEY
 OS0502.in June 1991.
 OS0502
 OS0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0502.GEOID18 height accuracy estimate available here.
 OS0502
 OS0502.Click photographs - Photos may exist for this station.
 OS0502
 OS0502.The dynamic height is computed by dividing the NAVD 88
 OS0502.geopotential number by the normal gravity value computed on the
 OS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0502.degrees latitude (g = 980.6199 gals.).
 OS0502
 OS0502.The modeled gravity was interpolated from observed gravity values.
 OS0502
 OS0502;                    North         East    Units  Estimated Accuracy
 OS0502;SPC SD S     -   172,890.      467,390.      MT  (+/- 180 meters Scaled)
 OS0502
 OS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP602626(NAD 83)
 OS0502
 OS0502                          SUPERSEDED SURVEY CONTROL
 OS0502
 OS0502  NGVD 29 (??/??/92)  779.249  (m)         2556.59   (f) ADJ UNCH    2 0
 OS0502
 OS0502.Superseded values are not recommended for survey control.
 OS0502
 OS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0502.See file dsdata.pdf to determine how the superseded data were derived.
 OS0502
 OS0502_MARKER: DB = BENCH MARK DISK
 OS0502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0502_SP_SET: BOX CULVERT HEADWALL
 OS0502_STAMPING: X 382 1962
 OS0502_MARK LOGO: CGS
 OS0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0502+STABILITY: SURFACE MOTION
 OS0502
 OS0502  HISTORY     - Date     Condition        Report By
 OS0502  HISTORY     - 1962     MONUMENTED       CGS
 OS0502
 OS0502                          STATION DESCRIPTION
 OS0502
 OS0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0502'11.6 MI NW FROM CEDAR PASS.
 OS0502'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 16 A AND STATE
 OS0502'HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS, THENCE 5.5
 OS0502'MILES NORTH ALONG A GRAVELED ROAD TO A CURVE TO THE EAST, THENCE
 OS0502'1.15 MILES NORTH ALONG A GRADED DIRT ROAD TO A CURVE TO THE
 OS0502'WEST, THENCE 0.7 MILES NORTH ALONG A TRAIL ROAD ALONG THE EAST
 OS0502'SIDE OF A POWER LINE, THENCE 2.65 MILES NORTHWEST ALONG
 OS0502'INTERSTATE HIGHWAY 90, OR 0.2 MILE SOUTH ALONG MAIN STREET FROM
 OS0502'THE POST OFFICE A QUINN, THENCE 3.4 MILES EAST ALONG U.S.
 OS0502'HIGHWAY 14, THENCE 4.75 MILES SOUTH ALONG A GRAVELED ROAD,
 OS0502'THENCE 4.45 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 90, 29 FEET
 OS0502'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW
 OS0502'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE
 OS0502'SOUTHWEST CONCRETE HEADWALL OF A LARGE BOX TYPE CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0503 ***********************************************************************
 OS0503  DESIGNATION -  X 382 RESET
 OS0503  PID         -  OS0503
 OS0503  STATE/COUNTY-  SD/JACKSON
 OS0503  COUNTRY     -  US
 OS0503  USGS QUAD   -  COTTONWOOD (2017)
 OS0503
 OS0503                         *CURRENT SURVEY CONTROL
 OS0503  ______________________________________________________________________
 OS0503* NAD 83(1986) POSITION- 43 52 43.12   (N) 101 58 59.82   (W)   HD_HELD1
 OS0503* NAVD 88 ORTHO HEIGHT -   779.416 (meters)     2557.13  (feet) ADJUSTED
 OS0503  ______________________________________________________________________
 OS0503  GEOID HEIGHT    -        -19.888 (meters)                     GEOID18
 OS0503  DYNAMIC HEIGHT  -        779.174 (meters)     2556.34  (feet) COMP
 OS0503  MODELED GRAVITY -    980,282.3   (mgal)                       NAVD 88
 OS0503
 OS0503  VERT ORDER      -  FIRST     CLASS II
 OS0503
 OS0503.The horizontal coordinates were determined by differentially corrected
 OS0503.hand held GPS observations or other comparable positioning techniques
 OS0503.and have an estimated accuracy of +/- 3 meters.
 OS0503
 OS0503.The orthometric height was determined by differential leveling and
 OS0503.adjusted by the NATIONAL GEODETIC SURVEY
 OS0503.in September 1993.
 OS0503
 OS0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0503.GEOID18 height accuracy estimate available here.
 OS0503
 OS0503.Click photographs - Photos may exist for this station.
 OS0503
 OS0503.The dynamic height is computed by dividing the NAVD 88
 OS0503.geopotential number by the normal gravity value computed on the
 OS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0503.degrees latitude (g = 980.6199 gals.).
 OS0503
 OS0503.The modeled gravity was interpolated from observed gravity values.
 OS0503
 OS0503;                    North         East    Units  Estimated Accuracy
 OS0503;SPC SD S     -   172,989.0     467,414.1     MT  (+/- 3 meters HH1 GPS) 
 OS0503
 OS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP6032662721(NAD 83)
 OS0503
 OS0503                          SUPERSEDED SURVEY CONTROL
 OS0503
 OS0503.No superseded survey control is available for this station.
 OS0503
 OS0503_MARKER: DV = VERTICAL CONTROL DISK
 OS0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0503_STAMPING: X 382 RESET 1973
 OS0503_MARK LOGO: NGS
 OS0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0503+STABILITY: SURFACE MOTION
 OS0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0503+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OS0503
 OS0503  HISTORY     - Date     Condition        Report By
 OS0503  HISTORY     - 1973     MONUMENTED       NGS
 OS0503  HISTORY     - 19910713 GOOD             NGS
 OS0503  HISTORY     - 20120607 GOOD             INDIV
 OS0503
 OS0503                          STATION DESCRIPTION
 OS0503
 OS0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OS0503'4.8 MI NW FROM CACTUS FLAT.
 OS0503'4.85 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0503'OVERPASS AT CACTUS FLAT, 183 FEET NORTHWEST ALONG NORTH
 OS0503'RIGHT-OF-WAY FENCE FROM THE CENTER OF A CATTLE PASS UNDER THE
 OS0503'HIGHWAY, 114 FEET NORTHEAST OF THE CENTER OF THE WEST BOUND
 OS0503'LANES OF THE HIGHWAY, 19 FEET EAST OF POWER POLE NO. 07-091, 1
 OS0503'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A
 OS0503'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 OS0503'MONUMENT WHICH PROJECTS 8-INCHES.  BENCH MARK X 382 1962 WAS
 OS0503'RECOVERED IN GOOD CONDITION IN THE HEADWALL OF A LARGE BOX
 OS0503'CULVERT WHICH WILL BE DESTROYED DURING HIGHWAY IMPROVEMENTS.
 OS0503'THE DISK WAS REMOVED AT THIS TIME.
 OS0503
 OS0503                          STATION RECOVERY (1991)
 OS0503
 OS0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0503'24.7 KM (15.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0503'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, 0.5 KM (0.30 MI)
 OS0503'SOUTHEAST OF MILEPOST 126, 48.3 M (158.5 FT) NORTHWEST OF A FENCE
 OS0503'CORNER, 34.9 M (114.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 OS0503'WESTBOUND LANES OF THE HIGHWAY, 5.7 M (18.7 FT) SOUTHEAST OF A
 OS0503'UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 OS0503'(1.6 FT) NORTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) NORTHEAST OF A
 OS0503'WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF THE FENCE, AND THE MONUMENT
 OS0503'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OS0503
 OS0503                          STATION RECOVERY (2012)
 OS0503
 OS0503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OS0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0741 ***********************************************************************
 PT0741  DESIGNATION -  X 383
 PT0741  PID         -  PT0741
 PT0741  STATE/COUNTY-  SD/HAAKON
 PT0741  COUNTRY     -  US
 PT0741  USGS QUAD   -  GRINDSTONE (2017)
 PT0741
 PT0741                         *CURRENT SURVEY CONTROL
 PT0741  ______________________________________________________________________
 PT0741* NAD 83(1986) POSITION- 44 12 43.     (N) 101 55 40.     (W)   SCALED
 PT0741* NAVD 88 ORTHO HEIGHT -   796.855 (meters)     2614.35  (feet) ADJUSTED
 PT0741  ______________________________________________________________________
 PT0741  GEOID HEIGHT    -        -20.107 (meters)                     GEOID18
 PT0741  DYNAMIC HEIGHT  -        796.626 (meters)     2613.60  (feet) COMP
 PT0741  MODELED GRAVITY -    980,304.4   (mgal)                       NAVD 88
 PT0741
 PT0741  VERT ORDER      -  SECOND    CLASS 0
 PT0741
 PT0741.The horizontal coordinates were scaled from a map and have
 PT0741.an estimated accuracy of +/- 6 seconds.
 PT0741
 PT0741.The orthometric height was determined by differential leveling and
 PT0741.adjusted by the NATIONAL GEODETIC SURVEY
 PT0741.in June 1991.
 PT0741
 PT0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0741.GEOID18 height accuracy estimate available here.
 PT0741
 PT0741.Click photographs - Photos may exist for this station.
 PT0741
 PT0741.The dynamic height is computed by dividing the NAVD 88
 PT0741.geopotential number by the normal gravity value computed on the
 PT0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0741.degrees latitude (g = 980.6199 gals.).
 PT0741
 PT0741.The modeled gravity was interpolated from observed gravity values.
 PT0741
 PT0741;                    North         East    Units  Estimated Accuracy
 PT0741;SPC SD S     -   209,930.      472,590.      MT  (+/- 180 meters Scaled)
 PT0741
 PT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP661995(NAD 83)
 PT0741
 PT0741                          SUPERSEDED SURVEY CONTROL
 PT0741
 PT0741  NGVD 29 (??/??/92)  796.392  (m)         2612.83   (f) ADJ UNCH    2 0
 PT0741
 PT0741.Superseded values are not recommended for survey control.
 PT0741
 PT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0741.See file dsdata.pdf to determine how the superseded data were derived.
 PT0741
 PT0741_MARKER: DB = BENCH MARK DISK
 PT0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0741_STAMPING: X 383 1962
 PT0741_MARK LOGO: CGS
 PT0741_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0741+STABILITY: SURFACE MOTION
 PT0741
 PT0741  HISTORY     - Date     Condition        Report By
 PT0741  HISTORY     - 1962     MONUMENTED       CGS
 PT0741
 PT0741                          STATION DESCRIPTION
 PT0741
 PT0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0741'11.5 MI SW FROM HILLAND.
 PT0741'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH
 PT0741'AND CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0741'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0741'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0741'ALONG A GRADED DIRT ROAD, IN SECTION 15, T 3 N, R 18 E, 49
 PT0741'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET
 PT0741'NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 2 FEET SOUTH
 PT0741'OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 PT0741'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0741'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0114 ***********************************************************************
 OT0114  DESIGNATION -  X 384
 OT0114  PID         -  OT0114
 OT0114  STATE/COUNTY-  SD/PENNINGTON
 OT0114  COUNTRY     -  US
 OT0114  USGS QUAD   -  WALL (2017)
 OT0114
 OT0114                         *CURRENT SURVEY CONTROL
 OT0114  ______________________________________________________________________
 OT0114* NAD 83(1986) POSITION- 43 59 18.     (N) 102 09 52.     (W)   SCALED
 OT0114* NAVD 88 ORTHO HEIGHT -   829.707 (meters)     2722.13  (feet) ADJUSTED
 OT0114  ______________________________________________________________________
 OT0114  GEOID HEIGHT    -        -19.268 (meters)                     GEOID18
 OT0114  DYNAMIC HEIGHT  -        829.456 (meters)     2721.31  (feet) COMP
 OT0114  MODELED GRAVITY -    980,288.8   (mgal)                       NAVD 88
 OT0114
 OT0114  VERT ORDER      -  SECOND    CLASS 0
 OT0114
 OT0114.The horizontal coordinates were scaled from a map and have
 OT0114.an estimated accuracy of +/- 6 seconds.
 OT0114
 OT0114.The orthometric height was determined by differential leveling and
 OT0114.adjusted by the NATIONAL GEODETIC SURVEY
 OT0114.in June 1991.
 OT0114
 OT0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0114.GEOID18 height accuracy estimate available here.
 OT0114
 OT0114.Click photographs - Photos may exist for this station.
 OT0114
 OT0114.The dynamic height is computed by dividing the NAVD 88
 OT0114.geopotential number by the normal gravity value computed on the
 OT0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0114.degrees latitude (g = 980.6199 gals.).
 OT0114
 OT0114.The modeled gravity was interpolated from observed gravity values.
 OT0114
 OT0114;                    North         East    Units  Estimated Accuracy
 OT0114;SPC SD S     -   185,480.      453,130.      MT  (+/- 180 meters Scaled)
 OT0114
 OT0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ273744(NAD 83)
 OT0114
 OT0114                          SUPERSEDED SURVEY CONTROL
 OT0114
 OT0114  NGVD 29 (??/??/92)  829.251  (m)         2720.63   (f) ADJ UNCH    2 0
 OT0114
 OT0114.Superseded values are not recommended for survey control.
 OT0114
 OT0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0114.See file dsdata.pdf to determine how the superseded data were derived.
 OT0114
 OT0114_MARKER: DB = BENCH MARK DISK
 OT0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0114_STAMPING: X 384 1961
 OT0114_MARK LOGO: CGS
 OT0114_PROJECTION: FLUSH
 OT0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0114+STABILITY: SURFACE MOTION
 OT0114
 OT0114  HISTORY     - Date     Condition        Report By
 OT0114  HISTORY     - 1961     MONUMENTED       CGS
 OT0114  HISTORY     - 1962     GOOD             CGS
 OT0114
 OT0114                          STATION DESCRIPTION
 OT0114
 OT0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0114'2.4 MI N FROM QUINN.
 OT0114'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0114'QUINN, THENCE 2.05 MILES WEST ALONG U.S. HIGHWAY 14, THENCE 0.1
 OT0114'MILE NORTH ACROSS COUNTRY OR 0.2 MILE SOUTH ALONG MAIN STREET
 OT0114'FROM THE POST OFFICE AT WALL, THENCE 1.65 MILES EAST ALONG U.S.
 OT0114'HIGHWAY 14 AND 16, THENCE 2.3 MILES EAST ALONG U.S. HIGHWAY 14,
 OT0114'THENCE 0.1 MILE NORTH ACROSS COUNTRY IN SECTION 2, T 1 S, R 16 E,
 OT0114'AT THE CREST OF A HILL, 0.4 FEET SOUTH OF A CONCRETE CYLINDER,
 OT0114'ABOUT LEVEL WITH THE GROUND, AND SET IN THE SOUTH EDGE OF THE
 OT0114'BASE OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE8705 ***********************************************************************
 AE8705  DESIGNATION -  X 385 RESET
 AE8705  PID         -  AE8705
 AE8705  STATE/COUNTY-  SD/PENNINGTON
 AE8705  COUNTRY     -  US
 AE8705  USGS QUAD   -  WASTA SE (2017)
 AE8705
 AE8705                         *CURRENT SURVEY CONTROL
 AE8705  ______________________________________________________________________
 AE8705* NAD 83(1986) POSITION- 44 00 48.     (N) 102 17 04.     (W)   SCALED
 AE8705* NAVD 88 ORTHO HEIGHT -   860.98  (meters)     2824.7   (feet) RESET
 AE8705  ______________________________________________________________________
 AE8705  GEOID HEIGHT    -        -18.872 (meters)                     GEOID18
 AE8705  VERT ORDER      -  THIRD
 AE8705
 AE8705.The horizontal coordinates were scaled from a map and have
 AE8705.an estimated accuracy of +/- 6 seconds.
 AE8705
 AE8705.The orthometric height was computed from unverified reset data.
 AE8705
 AE8705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8705.GEOID18 height accuracy estimate available here.
 AE8705
 AE8705.Click photographs - Photos may exist for this station.
 AE8705
 AE8705;                    North         East    Units  Estimated Accuracy
 AE8705;SPC SD S     -   188,470.      443,570.      MT  (+/- 180 meters Scaled)
 AE8705
 AE8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ176769(NAD 83)
 AE8705
 AE8705                          SUPERSEDED SURVEY CONTROL
 AE8705
 AE8705.No superseded survey control is available for this station.
 AE8705
 AE8705_MARKER: DB = BENCH MARK DISK
 AE8705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8705_STAMPING: X 385 RESET 1970
 AE8705_MARK LOGO: CGS
 AE8705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8705+STABILITY: SURFACE MOTION
 AE8705
 AE8705  HISTORY     - Date     Condition        Report By
 AE8705  HISTORY     - 1970     MONUMENTED       SDHD
 AE8705
 AE8705                          STATION DESCRIPTION
 AE8705
 AE8705'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1970 (TAF)
 AE8705'0.1 MILE (0.2 KM) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 AE8705'WALL, THENCE 0.7 MILE (1.1 KM) SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 AE8705'1.95 MILES (3.14 KM) NORTHWEST ALONG US 14 AND 16 (INTERSTATE 90) IN
 AE8705'SEC.  26, T 1 N, R 15 E, 0.2 MILE (0.3 KM) SOUTHEAST OF THE JUNCTION
 AE8705'OF OVERPASS, 150 FEET (45.7 M) NORTHEAST OF THE CENTERLINE OF THE
 AE8705'WESTBOUND LANE, 2 FEET (0.6 M) SOUTHWEST OF BARBED WIRE FENCE 4 FEET
 AE8705'(1.2 M) ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0560 ***********************************************************************
 OS0560  DESIGNATION -  X 386
 OS0560  PID         -  OS0560
 OS0560  STATE/COUNTY-  SD/JACKSON
 OS0560  COUNTRY     -  US
 OS0560  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0560
 OS0560                         *CURRENT SURVEY CONTROL
 OS0560  ______________________________________________________________________
 OS0560* NAD 83(1986) POSITION- 43 54 59.     (N) 101 48 02.     (W)   SCALED
 OS0560* NAVD 88 ORTHO HEIGHT -   723.603 (meters)     2374.02  (feet) ADJUSTED
 OS0560  ______________________________________________________________________
 OS0560  GEOID HEIGHT    -        -20.566 (meters)                     GEOID18
 OS0560  DYNAMIC HEIGHT  -        723.384 (meters)     2373.30  (feet) COMP
 OS0560  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 OS0560
 OS0560  VERT ORDER      -  SECOND    CLASS 0
 OS0560
 OS0560.The horizontal coordinates were scaled from a map and have
 OS0560.an estimated accuracy of +/- 6 seconds.
 OS0560
 OS0560.The orthometric height was determined by differential leveling and
 OS0560.adjusted by the NATIONAL GEODETIC SURVEY
 OS0560.in June 1991.
 OS0560
 OS0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0560.GEOID18 height accuracy estimate available here.
 OS0560
 OS0560.Click photographs - Photos may exist for this station.
 OS0560
 OS0560.The dynamic height is computed by dividing the NAVD 88
 OS0560.geopotential number by the normal gravity value computed on the
 OS0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0560.degrees latitude (g = 980.6199 gals.).
 OS0560
 OS0560.The modeled gravity was interpolated from observed gravity values.
 OS0560
 OS0560;                    North         East    Units  Estimated Accuracy
 OS0560;SPC SD S     -   176,910.      482,170.      MT  (+/- 180 meters Scaled)
 OS0560
 OS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP751663(NAD 83)
 OS0560
 OS0560                          SUPERSEDED SURVEY CONTROL
 OS0560
 OS0560  NGVD 29 (??/??/92)  723.155  (m)         2372.55   (f) ADJ UNCH    2 0
 OS0560
 OS0560.Superseded values are not recommended for survey control.
 OS0560
 OS0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0560.See file dsdata.pdf to determine how the superseded data were derived.
 OS0560
 OS0560_MARKER: DB = BENCH MARK DISK
 OS0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0560_STAMPING: X 386 1962
 OS0560_MARK LOGO: CGS
 OS0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0560+STABILITY: SURFACE MOTION
 OS0560
 OS0560  HISTORY     - Date     Condition        Report By
 OS0560  HISTORY     - 1962     MONUMENTED       CGS
 OS0560  HISTORY     - 1962     GOOD             CGS
 OS0560
 OS0560                          STATION DESCRIPTION
 OS0560
 OS0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0560'9.2 MI SE FROM COTTONWOOD.
 OS0560'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0560'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0560'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0560'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A
 OS0560'GRADED DIRT ROAD, 33 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OS0560'104 FEET NORTH OF AN EAST-WEST FENCE LINE, 1 FOOT WEST OF A
 OS0560'NORTH-SOUTH FENCE LINE, AND SET IN THE TOP OF THE SOUTHEAST
 OS0560'EDGE OF THE BASE OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4
 OS0560'FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1844 ***********************************************************************
 PU1844  DESIGNATION -  X 387
 PU1844  PID         -  PU1844
 PU1844  STATE/COUNTY-  SD/BUTTE
 PU1844  COUNTRY     -  US
 PU1844  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1844
 PU1844                         *CURRENT SURVEY CONTROL
 PU1844  ______________________________________________________________________
 PU1844* NAD 83(1986) POSITION- 44 56 57.     (N) 103 51 47.     (W)   SCALED
 PU1844* NAVD 88 ORTHO HEIGHT -   962.464 (meters)     3157.68  (feet) ADJUSTED
 PU1844  ______________________________________________________________________
 PU1844  GEOID HEIGHT    -        -15.809 (meters)                     GEOID18
 PU1844  DYNAMIC HEIGHT  -        962.213 (meters)     3156.86  (feet) COMP
 PU1844  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 PU1844
 PU1844  VERT ORDER      -  SECOND    CLASS 0
 PU1844
 PU1844.The horizontal coordinates were scaled from a map and have
 PU1844.an estimated accuracy of +/- 6 seconds.
 PU1844
 PU1844.The orthometric height was determined by differential leveling and
 PU1844.adjusted by the NATIONAL GEODETIC SURVEY
 PU1844.in June 1991.
 PU1844
 PU1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1844.GEOID18 height accuracy estimate available here.
 PU1844
 PU1844.Click photographs - Photos may exist for this station.
 PU1844
 PU1844.The dynamic height is computed by dividing the NAVD 88
 PU1844.geopotential number by the normal gravity value computed on the
 PU1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1844.degrees latitude (g = 980.6199 gals.).
 PU1844
 PU1844.The modeled gravity was interpolated from observed gravity values.
 PU1844
 PU1844;                    North         East    Units  Estimated Accuracy
 PU1844;SPC SD N     -   131,270.      295,280.      MT  (+/- 180 meters Scaled)
 PU1844
 PU1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK896779(NAD 83)
 PU1844
 PU1844                          SUPERSEDED SURVEY CONTROL
 PU1844
 PU1844  NGVD 29 (??/??/92)  961.974  (m)         3156.08   (f) ADJ UNCH    2 0
 PU1844
 PU1844.Superseded values are not recommended for survey control.
 PU1844
 PU1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1844.See file dsdata.pdf to determine how the superseded data were derived.
 PU1844
 PU1844_MARKER: DB = BENCH MARK DISK
 PU1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1844_STAMPING: X 387 1962
 PU1844_MARK LOGO: CGS
 PU1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1844+STABILITY: SURFACE MOTION
 PU1844
 PU1844  HISTORY     - Date     Condition        Report By
 PU1844  HISTORY     - 1962     MONUMENTED       CGS
 PU1844
 PU1844                          STATION DESCRIPTION
 PU1844
 PU1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1844'20.2 MI N FROM BELLE FOURCHE.
 PU1844'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1844'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 7.8
 PU1844'MILES NORTH ALONG A GRAVELED ROAD, 74 FEET EAST OF THE CENTER
 PU1844'LINE OF THE ROAD, 72 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 PU1844'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PU1844'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0629 ***********************************************************************
 PT0629  DESIGNATION -  X 388
 PT0629  PID         -  PT0629
 PT0629  STATE/COUNTY-  SD/HAAKON
 PT0629  COUNTRY     -  US
 PT0629  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0629
 PT0629                         *CURRENT SURVEY CONTROL
 PT0629  ______________________________________________________________________
 PT0629* NAD 83(1986) POSITION- 44 04 53.     (N) 101 58 04.     (W)   SCALED
 PT0629* NAVD 88 ORTHO HEIGHT -   835.344 (meters)     2740.62  (feet) ADJUSTED
 PT0629  ______________________________________________________________________
 PT0629  GEOID HEIGHT    -        -19.975 (meters)                     GEOID18
 PT0629  DYNAMIC HEIGHT  -        835.096 (meters)     2739.81  (feet) COMP
 PT0629  MODELED GRAVITY -    980,293.1   (mgal)                       NAVD 88
 PT0629
 PT0629  VERT ORDER      -  SECOND    CLASS 0
 PT0629
 PT0629.The horizontal coordinates were scaled from a map and have
 PT0629.an estimated accuracy of +/- 6 seconds.
 PT0629
 PT0629.The orthometric height was determined by differential leveling and
 PT0629.adjusted by the NATIONAL GEODETIC SURVEY
 PT0629.in June 1991.
 PT0629
 PT0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0629.GEOID18 height accuracy estimate available here.
 PT0629
 PT0629.Click photographs - Photos may exist for this station.
 PT0629
 PT0629.The dynamic height is computed by dividing the NAVD 88
 PT0629.geopotential number by the normal gravity value computed on the
 PT0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0629.degrees latitude (g = 980.6199 gals.).
 PT0629
 PT0629.The modeled gravity was interpolated from observed gravity values.
 PT0629
 PT0629;                    North         East    Units  Estimated Accuracy
 PT0629;SPC SD S     -   195,490.      469,100.      MT  (+/- 180 meters Scaled)
 PT0629
 PT0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP623851(NAD 83)
 PT0629
 PT0629                          SUPERSEDED SURVEY CONTROL
 PT0629
 PT0629  NGVD 29 (??/??/92)  834.888  (m)         2739.13   (f) ADJ UNCH    2 0
 PT0629
 PT0629.Superseded values are not recommended for survey control.
 PT0629
 PT0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0629.See file dsdata.pdf to determine how the superseded data were derived.
 PT0629
 PT0629_MARKER: DB = BENCH MARK DISK
 PT0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0629_STAMPING: X 388 1962
 PT0629_MARK LOGO: CGS
 PT0629_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0629+STABILITY: SURFACE MOTION
 PT0629
 PT0629  HISTORY     - Date     Condition        Report By
 PT0629  HISTORY     - 1962     MONUMENTED       CGS
 PT0629
 PT0629                          STATION DESCRIPTION
 PT0629
 PT0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0629'11.6 MI NW FROM COTTONWOOD.
 PT0629'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PT0629'COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0629'7.3 MILE NORTH ALONG A GRADED DIRT ROAD TO A SCHOOLHOUSE, THENCE
 PT0629'1.05 MILES WEST ALONG A GRAVELED ROAD TO A CURVE NORTH, THENCE
 PT0629'1.05 MILES NORTH ALONG A GRAVELED ROAD, ABOUT 300 FEET SOUTH OF
 PT0629'A DOUBLE ROW OF POWER POLES X-ING OVER THE ROAD IN A EAST-WEST
 PT0629'DIRECTION, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 28 FEET
 PT0629'SOUTH OF THE CENTER LINE OF A FIELD ROAD LEADING WEST, 12 FEET
 PT0629'EAST OF A BRACED POWER POLE, 1 FOOT WEST OF A FENCE, 1.7 FEET
 PT0629'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PT0629'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0013 ***********************************************************************
 OT0013  DESIGNATION -  X 389
 OT0013  PID         -  OT0013
 OT0013  STATE/COUNTY-  SD/PENNINGTON
 OT0013  COUNTRY     -  US
 OT0013  USGS QUAD   -  CONATA (2017)
 OT0013
 OT0013                         *CURRENT SURVEY CONTROL
 OT0013  ______________________________________________________________________
 OT0013* NAD 83(1986) POSITION- 43 43 55.     (N) 102 09 41.     (W)   SCALED
 OT0013* NAVD 88 ORTHO HEIGHT -   744.148 (meters)     2441.43  (feet) ADJUSTED
 OT0013  ______________________________________________________________________
 OT0013  GEOID HEIGHT    -        -19.348 (meters)                     GEOID18
 OT0013  DYNAMIC HEIGHT  -        743.910 (meters)     2440.64  (feet) COMP
 OT0013  MODELED GRAVITY -    980,275.2   (mgal)                       NAVD 88
 OT0013
 OT0013  VERT ORDER      -  FIRST     CLASS II
 OT0013
 OT0013.The horizontal coordinates were scaled from a map and have
 OT0013.an estimated accuracy of +/- 6 seconds.
 OT0013
 OT0013.The orthometric height was determined by differential leveling and
 OT0013.adjusted by the NATIONAL GEODETIC SURVEY
 OT0013.in June 1991.
 OT0013
 OT0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0013.GEOID18 height accuracy estimate available here.
 OT0013
 OT0013.Click photographs - Photos may exist for this station.
 OT0013
 OT0013.The dynamic height is computed by dividing the NAVD 88
 OT0013.geopotential number by the normal gravity value computed on the
 OT0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0013.degrees latitude (g = 980.6199 gals.).
 OT0013
 OT0013.The modeled gravity was interpolated from observed gravity values.
 OT0013
 OT0013;                    North         East    Units  Estimated Accuracy
 OT0013;SPC SD S     -   156,990.      452,750.      MT  (+/- 180 meters Scaled)
 OT0013
 OT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ286460(NAD 83)
 OT0013
 OT0013                          SUPERSEDED SURVEY CONTROL
 OT0013
 OT0013  NGVD 29 (??/??/92)  743.682  (m)         2439.90   (f) ADJ UNCH    1 2
 OT0013
 OT0013.Superseded values are not recommended for survey control.
 OT0013
 OT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0013.See file dsdata.pdf to determine how the superseded data were derived.
 OT0013
 OT0013_MARKER: DB = BENCH MARK DISK
 OT0013_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0013_STAMPING: X 389 1962
 OT0013_MARK LOGO: CGS
 OT0013_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0013
 OT0013  HISTORY     - Date     Condition        Report By
 OT0013  HISTORY     - 1962     MONUMENTED       CGS
 OT0013
 OT0013                          STATION DESCRIPTION
 OT0013
 OT0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0013'8.9 MI SW FROM INTERIOR.
 OT0013'ABOUT 8.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0013'AND PACIFIC RAILROAD FROM THE STATION AT INTERIOR, ABOUT 150 FEET
 OT0013'EAST OF THE EAST EDGE OF A DRY CREEK UNDER TRESTLE NUMBER W 230,
 OT0013'83 1/2 FEET EAST-SOUTHEAST OF MILE POST 597, 49 FEET SOUTH OF THE
 OT0013'SOUTH RAIL, 6 INCHES SOUTH OF A FENCE, 1.0 FEET SOUTHWEST OF A
 OT0013'METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF THE RAILS,
 OT0013'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 OT0013'A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 OT0013'8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0009 ***********************************************************************
 PU0009  DESIGNATION -  X 390
 PU0009  PID         -  PU0009
 PU0009  STATE/COUNTY-  SD/MEADE
 PU0009  COUNTRY     -  US
 PU0009  USGS QUAD   -  OPAL EAST (2017)
 PU0009
 PU0009                         *CURRENT SURVEY CONTROL
 PU0009  ______________________________________________________________________
 PU0009* NAD 83(1986) POSITION- 44 57 54.     (N) 102 27 07.     (W)   SCALED
 PU0009* NAVD 88 ORTHO HEIGHT -   838.305 (meters)     2750.34  (feet) ADJUSTED
 PU0009  ______________________________________________________________________
 PU0009  GEOID HEIGHT    -        -18.412 (meters)                     GEOID18
 PU0009  DYNAMIC HEIGHT  -        838.125 (meters)     2749.75  (feet) COMP
 PU0009  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 PU0009
 PU0009  VERT ORDER      -  SECOND    CLASS 0
 PU0009
 PU0009.The horizontal coordinates were scaled from a map and have
 PU0009.an estimated accuracy of +/- 6 seconds.
 PU0009
 PU0009.The orthometric height was determined by differential leveling and
 PU0009.adjusted by the NATIONAL GEODETIC SURVEY
 PU0009.in June 1991.
 PU0009
 PU0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0009.GEOID18 height accuracy estimate available here.
 PU0009
 PU0009.Click photographs - Photos may exist for this station.
 PU0009
 PU0009.The dynamic height is computed by dividing the NAVD 88
 PU0009.geopotential number by the normal gravity value computed on the
 PU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0009.degrees latitude (g = 980.6199 gals.).
 PU0009
 PU0009.The modeled gravity was interpolated from observed gravity values.
 PU0009
 PU0009;                    North         East    Units  Estimated Accuracy
 PU0009;SPC SD N     -   128,680.      406,600.      MT  (+/- 180 meters Scaled)
 PU0009
 PU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK009822(NAD 83)
 PU0009
 PU0009                          SUPERSEDED SURVEY CONTROL
 PU0009
 PU0009  NGVD 29 (??/??/92)  837.843  (m)         2748.82   (f) ADJ UNCH    2 0
 PU0009
 PU0009.Superseded values are not recommended for survey control.
 PU0009
 PU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0009.See file dsdata.pdf to determine how the superseded data were derived.
 PU0009
 PU0009_MARKER: DB = BENCH MARK DISK
 PU0009_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0009+WITH SETTING: INFORMATION.
 PU0009_STAMPING: X 390 1963
 PU0009_MARK LOGO: CGS
 PU0009_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0009_ROD/PIPE-DEPTH: 2.4 meters
 PU0009
 PU0009  HISTORY     - Date     Condition        Report By
 PU0009  HISTORY     - 1963     MONUMENTED       CGS
 PU0009
 PU0009                          STATION DESCRIPTION
 PU0009
 PU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0009'6.7 MI NE FROM OPAL.
 PU0009'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE
 PU0009'AND POST OFFICE AT OPAL, THENCE 4.9 MILES NORTH ALONG A
 PU0009'GRAVELED ROAD, 39 FEET WEST OF THE CENTER LINE OF THE ROAD,
 PU0009'33 FEET SOUTH OF A FENCE, 17 FEET SOUTH OF THE CENTER OF A
 PU0009'WIRE GATE, 2 FEET EAST OF A FENCE, 17 FEET SOUTH OF THE CENTER
 PU0009'OF A WIRE GATE, 2 FEET EAST OF A FENCE, 0.8 FEET SOUTH OF A METAL
 PU0009'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON
 PU0009'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 PU0009'DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0043 ***********************************************************************
 PU0043  DESIGNATION -  X 391
 PU0043  PID         -  PU0043
 PU0043  STATE/COUNTY-  SD/MEADE
 PU0043  COUNTRY     -  US
 PU0043  USGS QUAD   -  MARCUS (2017)
 PU0043
 PU0043                         *CURRENT SURVEY CONTROL
 PU0043  ______________________________________________________________________
 PU0043* NAD 83(1986) POSITION- 44 42 15.     (N) 102 19 46.     (W)   SCALED
 PU0043* NAVD 88 ORTHO HEIGHT -   790.961 (meters)     2595.01  (feet) ADJUSTED
 PU0043  ______________________________________________________________________
 PU0043  GEOID HEIGHT    -        -18.995 (meters)                     GEOID18
 PU0043  DYNAMIC HEIGHT  -        790.769 (meters)     2594.38  (feet) COMP
 PU0043  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 PU0043
 PU0043  VERT ORDER      -  SECOND    CLASS 0
 PU0043
 PU0043.The horizontal coordinates were scaled from a map and have
 PU0043.an estimated accuracy of +/- 6 seconds.
 PU0043
 PU0043.The orthometric height was determined by differential leveling and
 PU0043.adjusted by the NATIONAL GEODETIC SURVEY
 PU0043.in June 1991.
 PU0043
 PU0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0043.GEOID18 height accuracy estimate available here.
 PU0043
 PU0043.Click photographs - Photos may exist for this station.
 PU0043
 PU0043.The dynamic height is computed by dividing the NAVD 88
 PU0043.geopotential number by the normal gravity value computed on the
 PU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0043.degrees latitude (g = 980.6199 gals.).
 PU0043
 PU0043.The modeled gravity was interpolated from observed gravity values.
 PU0043
 PU0043;                    North         East    Units  Estimated Accuracy
 PU0043;SPC SD N     -    99,430.      415,420.      MT  (+/- 180 meters Scaled)
 PU0043
 PU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK115535(NAD 83)
 PU0043
 PU0043                          SUPERSEDED SURVEY CONTROL
 PU0043
 PU0043  NGVD 29 (??/??/92)  790.49   (m)         2593.5    (f) COMPUTED    2 0
 PU0043
 PU0043.Superseded values are not recommended for survey control.
 PU0043
 PU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0043.See file dsdata.pdf to determine how the superseded data were derived.
 PU0043
 PU0043_MARKER: DB = BENCH MARK DISK
 PU0043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0043_STAMPING: X 391 1963
 PU0043_MARK LOGO: CGS
 PU0043_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0043_ROD/PIPE-DEPTH: 3.4 meters
 PU0043
 PU0043  HISTORY     - Date     Condition        Report By
 PU0043  HISTORY     - 1963     MONUMENTED       CGS
 PU0043
 PU0043                          STATION DESCRIPTION
 PU0043
 PU0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0043'5.8 MI NW FROM MARCUS.
 PU0043'ABOUT 0.5 MILES WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0043'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0043'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.1 MILE
 PU0043'NORTHEAST OF THE NORTH END OF A SMALL EARTH DAM, IN SECTION 30,
 PU0043'T 9 N, R 15 E, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7
 PU0043'FEET SOUTH OF A POWER POLE, 1 1/2 FEET SOUTH OF A METAL WITNESS
 PU0043'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0043'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS
 PU0043'ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0338 ***********************************************************************
 OT0338  DESIGNATION -  X 392
 OT0338  PID         -  OT0338
 OT0338  STATE/COUNTY-  SD/CUSTER
 OT0338  COUNTRY     -  US
 OT0338  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0338
 OT0338                         *CURRENT SURVEY CONTROL
 OT0338  ______________________________________________________________________
 OT0338* NAD 83(1986) POSITION- 43 36 02.     (N) 103 16 50.     (W)   SCALED
 OT0338* NAVD 88 ORTHO HEIGHT -  1042.234 (meters)     3419.40  (feet) ADJUSTED
 OT0338  ______________________________________________________________________
 OT0338  GEOID HEIGHT    -        -15.933 (meters)                     GEOID18
 OT0338  DYNAMIC HEIGHT  -       1041.828 (meters)     3418.06  (feet) COMP
 OT0338  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 OT0338
 OT0338  VERT ORDER      -  FIRST     CLASS II
 OT0338
 OT0338.The horizontal coordinates were scaled from a map and have
 OT0338.an estimated accuracy of +/- 6 seconds.
 OT0338
 OT0338.The orthometric height was determined by differential leveling and
 OT0338.adjusted by the NATIONAL GEODETIC SURVEY
 OT0338.in June 1991.
 OT0338
 OT0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0338.GEOID18 height accuracy estimate available here.
 OT0338
 OT0338.Click photographs - Photos may exist for this station.
 OT0338
 OT0338.The dynamic height is computed by dividing the NAVD 88
 OT0338.geopotential number by the normal gravity value computed on the
 OT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0338.degrees latitude (g = 980.6199 gals.).
 OT0338
 OT0338.The modeled gravity was interpolated from observed gravity values.
 OT0338
 OT0338;                    North         East    Units  Estimated Accuracy
 OT0338;SPC SD S     -   145,000.      362,110.      MT  (+/- 180 meters Scaled)
 OT0338
 OT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ387289(NAD 83)
 OT0338
 OT0338                          SUPERSEDED SURVEY CONTROL
 OT0338
 OT0338  NGVD 29 (??/??/92) 1041.745  (m)         3417.79   (f) ADJ UNCH    1 2
 OT0338
 OT0338.Superseded values are not recommended for survey control.
 OT0338
 OT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0338.See file dsdata.pdf to determine how the superseded data were derived.
 OT0338
 OT0338_MARKER: DB = BENCH MARK DISK
 OT0338_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0338_STAMPING: X 392 1963
 OT0338_MARK LOGO: CGS
 OT0338_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0338
 OT0338  HISTORY     - Date     Condition        Report By
 OT0338  HISTORY     - 1963     MONUMENTED       CGS
 OT0338
 OT0338                          STATION DESCRIPTION
 OT0338
 OT0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0338'8.1 MI SW FROM FAIRBURN.
 OT0338'ABOUT 8.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0338'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 9 POLES NORTH OF A
 OT0338'WOODEN TRESTLE H 122, 48 1/2 FEET WEST OF THE WEST RAIL, 10 FEET
 OT0338'NORTHWEST OF MILE POST 59, 1 1/2 FEET EAST OF A FENCE, 1.2 FEET
 OT0338'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 OT0338'THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 OT0338'DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 OT0338'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2416 ***********************************************************************
 PU2416  DESIGNATION -  X 394 RESET
 PU2416  PID         -  PU2416
 PU2416  STATE/COUNTY-  SD/MEADE
 PU2416  COUNTRY     -  US
 PU2416  USGS QUAD   -  LEMMON CREEK (2017)
 PU2416
 PU2416                         *CURRENT SURVEY CONTROL
 PU2416  ______________________________________________________________________
 PU2416* NAD 83(1986) POSITION- 44 40 17.     (N) 102 03 08.     (W)   SCALED
 PU2416* NAVD 88 ORTHO HEIGHT -   772.045 (meters)     2532.95  (feet) ADJUSTED
 PU2416  ______________________________________________________________________
 PU2416  GEOID HEIGHT    -        -19.781 (meters)                     GEOID18
 PU2416  DYNAMIC HEIGHT  -        771.866 (meters)     2532.36  (feet) COMP
 PU2416  MODELED GRAVITY -    980,360.1   (mgal)                       NAVD 88
 PU2416
 PU2416  VERT ORDER      -  FIRST     CLASS II
 PU2416
 PU2416.The horizontal coordinates were scaled from a map and have
 PU2416.an estimated accuracy of +/- 6 seconds.
 PU2416
 PU2416.The orthometric height was determined by differential leveling and
 PU2416.adjusted by the NATIONAL GEODETIC SURVEY
 PU2416.in July 1998.
 PU2416
 PU2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2416.GEOID18 height accuracy estimate available here.
 PU2416
 PU2416.Click photographs - Photos may exist for this station.
 PU2416
 PU2416.The dynamic height is computed by dividing the NAVD 88
 PU2416.geopotential number by the normal gravity value computed on the
 PU2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2416.degrees latitude (g = 980.6199 gals.).
 PU2416
 PU2416.The modeled gravity was interpolated from observed gravity values.
 PU2416
 PU2416;                    North         East    Units  Estimated Accuracy
 PU2416;SPC SD N     -    95,190.      437,290.      MT  (+/- 180 meters Scaled)
 PU2416
 PU2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK336506(NAD 83)
 PU2416
 PU2416                          SUPERSEDED SURVEY CONTROL
 PU2416
 PU2416  NGVD 29 (04/17/07)  771.58   (m)         2531.4    (f) RESET       3  
 PU2416
 PU2416.Superseded values are not recommended for survey control.
 PU2416
 PU2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2416.See file dsdata.pdf to determine how the superseded data were derived.
 PU2416
 PU2416_MARKER: DV = VERTICAL CONTROL DISK
 PU2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2416_STAMPING: X 394 RESET 1988
 PU2416_MARK LOGO: NGS
 PU2416_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2416+STABILITY: SURFACE MOTION
 PU2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2416+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2416
 PU2416  HISTORY     - Date     Condition        Report By
 PU2416  HISTORY     - 1988     MONUMENTED       NGS
 PU2416  HISTORY     - 19960711 GOOD             NGS
 PU2416
 PU2416                          STATION DESCRIPTION
 PU2416
 PU2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2416'6.0 KM (3.75 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2416'WITH STATE HIGHWAY 34 AT HOWES, 28.7 M (94.2 FT) WEST FROM THE
 PU2416'CENTER OF 73, 2.15 M (7.1 FT) WEST FROM A FENCE, 0.3 M (1.0 FT)
 PU2416'WEST FROM A WITNESS POST, SET IN THE TOP OF CONCRETE POST
 PU2416'THAT PROJECTS 0.15 M (0.5 FT).
 PU2416
 PU2416                          STATION RECOVERY (1996)
 PU2416
 PU2416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2416'6.0 KM (3.70 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 PU2416'STATE HIGHWAY 34 IN HOWES, 160.0 M (524.9 FT) SOUTH OF MILEPOST 150,
 PU2416'28.7 M (94.2 FT) WEST OF THE HIGHWAY CENTERLINE, 2.1 M (6.9 FT) WEST
 PU2416'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 PU2416'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 PU2416'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0523 ***********************************************************************
 OT0523  DESIGNATION -  X 396
 OT0523  PID         -  OT0523
 OT0523  STATE/COUNTY-  SD/FALL RIVER
 OT0523  COUNTRY     -  US
 OT0523  USGS QUAD   -  MINNEKAHTA (2017)
 OT0523
 OT0523                         *CURRENT SURVEY CONTROL
 OT0523  ______________________________________________________________________
 OT0523* NAD 83(1986) POSITION- 43 25 07.     (N) 103 41 36.     (W)   SCALED
 OT0523* NAVD 88 ORTHO HEIGHT -  1266.535 (meters)     4155.29  (feet) ADJUSTED
 OT0523  ______________________________________________________________________
 OT0523  GEOID HEIGHT    -        -14.890 (meters)                     GEOID18
 OT0523  DYNAMIC HEIGHT  -       1265.978 (meters)     4153.46  (feet) COMP
 OT0523  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 OT0523
 OT0523  VERT ORDER      -  FIRST     CLASS II
 OT0523
 OT0523.The horizontal coordinates were scaled from a map and have
 OT0523.an estimated accuracy of +/- 6 seconds.
 OT0523
 OT0523.The orthometric height was determined by differential leveling and
 OT0523.adjusted by the NATIONAL GEODETIC SURVEY
 OT0523.in June 1991.
 OT0523
 OT0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0523.GEOID18 height accuracy estimate available here.
 OT0523
 OT0523.Click photographs - Photos may exist for this station.
 OT0523
 OT0523.The dynamic height is computed by dividing the NAVD 88
 OT0523.geopotential number by the normal gravity value computed on the
 OT0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0523.degrees latitude (g = 980.6199 gals.).
 OT0523
 OT0523.The modeled gravity was interpolated from observed gravity values.
 OT0523
 OT0523;                    North         East    Units  Estimated Accuracy
 OT0523;SPC SD S     -   126,070.      327,990.      MT  (+/- 180 meters Scaled)
 OT0523
 OT0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ057081(NAD 83)
 OT0523
 OT0523                          SUPERSEDED SURVEY CONTROL
 OT0523
 OT0523  NGVD 29 (??/??/92) 1265.955  (m)         4153.39   (f) ADJ UNCH    1 2
 OT0523
 OT0523.Superseded values are not recommended for survey control.
 OT0523
 OT0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0523.See file dsdata.pdf to determine how the superseded data were derived.
 OT0523
 OT0523_MARKER: DB = BENCH MARK DISK
 OT0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0523_STAMPING: X 396 1963
 OT0523_MARK LOGO: CGS
 OT0523_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0523_ROD/PIPE-DEPTH: 4.0 meters
 OT0523
 OT0523  HISTORY     - Date     Condition        Report By
 OT0523  HISTORY     - 1963     MONUMENTED       CGS
 OT0523  HISTORY     - 1963     GOOD             CGS
 OT0523
 OT0523                          STATION DESCRIPTION
 OT0523
 OT0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0523'1 MI S FROM MINNEKAHTA.
 OT0523'ABOUT 0.95 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0523'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0523'30, T 7 S, R 4 E, 46 FEET WEST OF THE WEST RAIL, 59 1/2 FEET
 OT0523'WEST AND ACROSS THE TRACK FROM MILE POST 15, 1 FOOT EAST OF A
 OT0523'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 OT0523'BELOW THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH
 OT0523'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 13 FEET AND
 OT0523'ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OU0009 ***********************************************************************
 OU0009  DESIGNATION -  X 4
 OU0009  PID         -  OU0009
 OU0009  STATE/COUNTY-  SD/CUSTER
 OU0009  COUNTRY     -  US
 OU0009  USGS QUAD   -  DEWEY (2017)
 OU0009
 OU0009                         *CURRENT SURVEY CONTROL
 OU0009  ______________________________________________________________________
 OU0009* NAD 83(1986) POSITION- 43 31 08.     (N) 104 02 06.     (W)   SCALED
 OU0009* NAVD 88 ORTHO HEIGHT -  1126.765 (meters)     3696.73  (feet) POSTED
 OU0009  ______________________________________________________________________
 OU0009  GEOID HEIGHT    -        -14.599 (meters)                     GEOID18
 OU0009  DYNAMIC HEIGHT  -       1126.30  (meters)     3695.2   (feet) COMP
 OU0009  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 OU0009
 OU0009  VERT ORDER      -  * POSTED, SEE BELOW
 OU0009
 OU0009.The horizontal coordinates were scaled from a map and have
 OU0009.an estimated accuracy of +/- 6 seconds.
 OU0009
 OU0009.The orthometric height was determined by differential leveling
 OU0009.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OU0009
 OU0009.* This is a POSTED BENCH MARK height.
 OU0009
 OU0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 OU0009.GEOID18 height accuracy estimate available here.
 OU0009
 OU0009.Click photographs - Photos may exist for this station.
 OU0009
 OU0009.The dynamic height is computed by dividing the NAVD 88
 OU0009.geopotential number by the normal gravity value computed on the
 OU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0009.degrees latitude (g = 980.6199 gals.).
 OU0009
 OU0009.The modeled gravity was interpolated from observed gravity values.
 OU0009
 OU0009;                    North         East    Units  Estimated Accuracy
 OU0009;SPC SD S     -   138,370.      300,840.      MT  (+/- 180 meters Scaled)
 OU0009
 OU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ779188(NAD 83)
 OU0009
 OU0009                          SUPERSEDED SURVEY CONTROL
 OU0009
 OU0009.No superseded survey control is available for this station.
 OU0009
 OU0009_MARKER: B = BOLT
 OU0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0009_SP_SET: BRIDGE
 OU0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0009
 OU0009  HISTORY     - Date     Condition        Report By
 OU0009  HISTORY     - 1908     MONUMENTED       CGS
 OU0009  HISTORY     - 1957     MARK NOT FOUND   CGS
 OU0009  HISTORY     - 20101021 MARK NOT FOUND   GEOCAC
 OU0009
 OU0009                          STATION DESCRIPTION
 OU0009
 OU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0009'0.8 MI SE FROM DEWEY.
 OU0009'0.8 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0009'RAILROAD FROM DEWEY, CUSTER COUNTY, AT BRIDGE 495.00, ON THE EAST
 OU0009'END OF THE NORTH CONCRETE ABUTMENT, AND 8 FEET EAST OF THE
 OU0009'CENTERLINE OF THE MAIN TRACK.  A COPPER BOLT.
 OU0009
 OU0009                          STATION RECOVERY (2010)
 OU0009
 OU0009'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 OU0009'THE STRUCTURE AT THIS LOCATION HAS BEEN CAPPED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0877 ***********************************************************************
 PU0877  DESIGNATION -  X 401
 PU0877  PID         -  PU0877
 PU0877  STATE/COUNTY-  SD/MEADE
 PU0877  COUNTRY     -  US
 PU0877  USGS QUAD   -  FAIRPOINT (2017)
 PU0877
 PU0877                         *CURRENT SURVEY CONTROL
 PU0877  ______________________________________________________________________
 PU0877* NAD 83(1986) POSITION- 44 38 10.     (N) 102 48 14.     (W)   SCALED
 PU0877* NAVD 88 ORTHO HEIGHT -   878.629 (meters)     2882.64  (feet) ADJUSTED
 PU0877  ______________________________________________________________________
 PU0877  GEOID HEIGHT    -        -17.778 (meters)                     GEOID18
 PU0877  DYNAMIC HEIGHT  -        878.401 (meters)     2881.89  (feet) COMP
 PU0877  MODELED GRAVITY -    980,327.5   (mgal)                       NAVD 88
 PU0877
 PU0877  VERT ORDER      -  SECOND    CLASS 0
 PU0877
 PU0877.The horizontal coordinates were scaled from a map and have
 PU0877.an estimated accuracy of +/- 6 seconds.
 PU0877
 PU0877.The orthometric height was determined by differential leveling and
 PU0877.adjusted by the NATIONAL GEODETIC SURVEY
 PU0877.in June 1991.
 PU0877
 PU0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0877.GEOID18 height accuracy estimate available here.
 PU0877
 PU0877.Click photographs - Photos may exist for this station.
 PU0877
 PU0877.The dynamic height is computed by dividing the NAVD 88
 PU0877.geopotential number by the normal gravity value computed on the
 PU0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0877.degrees latitude (g = 980.6199 gals.).
 PU0877
 PU0877.The modeled gravity was interpolated from observed gravity values.
 PU0877
 PU0877;                    North         East    Units  Estimated Accuracy
 PU0877;SPC SD N     -    93,060.      377,580.      MT  (+/- 180 meters Scaled)
 PU0877
 PU0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK741448(NAD 83)
 PU0877
 PU0877                          SUPERSEDED SURVEY CONTROL
 PU0877
 PU0877  NGVD 29 (??/??/92)  878.159  (m)         2881.09   (f) ADJ UNCH    2 0
 PU0877
 PU0877.Superseded values are not recommended for survey control.
 PU0877
 PU0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0877.See file dsdata.pdf to determine how the superseded data were derived.
 PU0877
 PU0877_MARKER: DB = BENCH MARK DISK
 PU0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0877_STAMPING: X 401 1962
 PU0877_MARK LOGO: CGS
 PU0877_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0877+STABILITY: SURFACE MOTION
 PU0877
 PU0877  HISTORY     - Date     Condition        Report By
 PU0877  HISTORY     - 1962     MONUMENTED       CGS
 PU0877
 PU0877                          STATION DESCRIPTION
 PU0877
 PU0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0877'8.6 MI S FROM FAIRPOINT.
 PU0877'8.55 MILES SOUTH ALONG  GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0877'0.35 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD EAST, 45 FEET
 PU0877'WEST OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF A FENCE,
 PU0877'3 FEET EAST OF A POWER POLE, 1.9 FEET WEST OF A WITNESS POST,
 PU0877'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PU0877'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0764 ***********************************************************************
 PU0764  DESIGNATION -  X 402
 PU0764  PID         -  PU0764
 PU0764  STATE/COUNTY-  SD/MEADE
 PU0764  COUNTRY     -  US
 PU0764  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0764
 PU0764                         *CURRENT SURVEY CONTROL
 PU0764  ______________________________________________________________________
 PU0764* NAD 83(1986) POSITION- 44 52 42.     (N) 102 47 33.     (W)   SCALED
 PU0764* NAVD 88 ORTHO HEIGHT -   798.268 (meters)     2618.98  (feet) ADJUSTED
 PU0764  ______________________________________________________________________
 PU0764  GEOID HEIGHT    -        -17.643 (meters)                     GEOID18
 PU0764  DYNAMIC HEIGHT  -        798.097 (meters)     2618.42  (feet) COMP
 PU0764  MODELED GRAVITY -    980,375.3   (mgal)                       NAVD 88
 PU0764
 PU0764  VERT ORDER      -  SECOND    CLASS 0
 PU0764
 PU0764.The horizontal coordinates were scaled from a map and have
 PU0764.an estimated accuracy of +/- 6 seconds.
 PU0764
 PU0764.The orthometric height was determined by differential leveling and
 PU0764.adjusted by the NATIONAL GEODETIC SURVEY
 PU0764.in June 1991.
 PU0764
 PU0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0764.GEOID18 height accuracy estimate available here.
 PU0764
 PU0764.Click photographs - Photos may exist for this station.
 PU0764
 PU0764.The dynamic height is computed by dividing the NAVD 88
 PU0764.geopotential number by the normal gravity value computed on the
 PU0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0764.degrees latitude (g = 980.6199 gals.).
 PU0764
 PU0764.The modeled gravity was interpolated from observed gravity values.
 PU0764
 PU0764;                    North         East    Units  Estimated Accuracy
 PU0764;SPC SD N     -   119,930.      379,410.      MT  (+/- 180 meters Scaled)
 PU0764
 PU0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK743718(NAD 83)
 PU0764
 PU0764                          SUPERSEDED SURVEY CONTROL
 PU0764
 PU0764  NGVD 29 (??/??/92)  797.801  (m)         2617.45   (f) ADJ UNCH    2 0
 PU0764
 PU0764.Superseded values are not recommended for survey control.
 PU0764
 PU0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0764.See file dsdata.pdf to determine how the superseded data were derived.
 PU0764
 PU0764_MARKER: DB = BENCH MARK DISK
 PU0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0764_STAMPING: X 402 1962
 PU0764_MARK LOGO: CGS
 PU0764_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0764+STABILITY: SURFACE MOTION
 PU0764
 PU0764  HISTORY     - Date     Condition        Report By
 PU0764  HISTORY     - 1962     MONUMENTED       CGS
 PU0764
 PU0764                          STATION DESCRIPTION
 PU0764
 PU0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0764'6.2 MI E FROM SULPHUR.
 PU0764'6.15 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, 0.3
 PU0764'MILE WEST OF A SCHOOL, 48 FEET SOUTH OF THE CENTER LINE OF THE
 PU0764'ROAD, 5.0 FEET NORTH OF POWER POLE 3-580, 1.7 FEET NORTH OF A
 PU0764'FENCE, 2.5 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 PU0764'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU0764'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0716 ***********************************************************************
 PU0716  DESIGNATION -  X 403
 PU0716  PID         -  PU0716
 PU0716  STATE/COUNTY-  SD/MEADE
 PU0716  COUNTRY     -  US
 PU0716  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU0716
 PU0716                         *CURRENT SURVEY CONTROL
 PU0716  ______________________________________________________________________
 PU0716* NAD 83(1986) POSITION- 44 51 16.     (N) 102 57 01.     (W)   SCALED
 PU0716* NAVD 88 ORTHO HEIGHT -   847.427 (meters)     2780.27  (feet) ADJUSTED
 PU0716  ______________________________________________________________________
 PU0716  GEOID HEIGHT    -        -17.318 (meters)                     GEOID18
 PU0716  DYNAMIC HEIGHT  -        847.240 (meters)     2779.65  (feet) COMP
 PU0716  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 PU0716
 PU0716  VERT ORDER      -  SECOND    CLASS 0
 PU0716
 PU0716.The horizontal coordinates were scaled from a map and have
 PU0716.an estimated accuracy of +/- 6 seconds.
 PU0716
 PU0716.The orthometric height was determined by differential leveling and
 PU0716.adjusted by the NATIONAL GEODETIC SURVEY
 PU0716.in June 1991.
 PU0716
 PU0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0716.GEOID18 height accuracy estimate available here.
 PU0716
 PU0716.Click photographs - Photos may exist for this station.
 PU0716
 PU0716.The dynamic height is computed by dividing the NAVD 88
 PU0716.geopotential number by the normal gravity value computed on the
 PU0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0716.degrees latitude (g = 980.6199 gals.).
 PU0716
 PU0716.The modeled gravity was interpolated from observed gravity values.
 PU0716
 PU0716;                    North         East    Units  Estimated Accuracy
 PU0716;SPC SD N     -   117,720.      366,860.      MT  (+/- 180 meters Scaled)
 PU0716
 PU0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK619688(NAD 83)
 PU0716
 PU0716                          SUPERSEDED SURVEY CONTROL
 PU0716
 PU0716  NGVD 29 (??/??/92)  846.954  (m)         2778.71   (f) ADJ UNCH    2 0
 PU0716
 PU0716.Superseded values are not recommended for survey control.
 PU0716
 PU0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0716.See file dsdata.pdf to determine how the superseded data were derived.
 PU0716
 PU0716_MARKER: DB = BENCH MARK DISK
 PU0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0716_STAMPING: X 403 1962
 PU0716_MARK LOGO: CGS
 PU0716_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0716+STABILITY: SURFACE MOTION
 PU0716
 PU0716  HISTORY     - Date     Condition        Report By
 PU0716  HISTORY     - 1962     MONUMENTED       CGS
 PU0716  HISTORY     - 1973     MARK NOT FOUND   NGS
 PU0716
 PU0716                          STATION DESCRIPTION
 PU0716
 PU0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0716'2.5 MI SW FROM SULPHUR.
 PU0716'2.5 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0716'SULPHUR, 0.2 MILE SOUTHWEST OF A WOODEN BRIDGE, AT THE SUMMIT
 PU0716'OF A HILL, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PU0716'2.0 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 PU0716'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PU0716
 PU0716                          STATION RECOVERY (1973)
 PU0716
 PU0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PU0716'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0807 ***********************************************************************
 PU0807  DESIGNATION -  X 404
 PU0807  PID         -  PU0807
 PU0807  STATE/COUNTY-  SD/MEADE
 PU0807  COUNTRY     -  US
 PU0807  USGS QUAD   -  STONEVILLE (2017)
 PU0807
 PU0807                         *CURRENT SURVEY CONTROL
 PU0807  ______________________________________________________________________
 PU0807* NAD 83(1986) POSITION- 44 44 59.     (N) 102 39 15.     (W)   SCALED
 PU0807* NAVD 88 ORTHO HEIGHT -   861.330 (meters)     2825.88  (feet) ADJUSTED
 PU0807  ______________________________________________________________________
 PU0807  GEOID HEIGHT    -        -18.033 (meters)                     GEOID18
 PU0807  DYNAMIC HEIGHT  -        861.126 (meters)     2825.21  (feet) COMP
 PU0807  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 PU0807
 PU0807  VERT ORDER      -  SECOND    CLASS 0
 PU0807
 PU0807.The horizontal coordinates were scaled from a map and have
 PU0807.an estimated accuracy of +/- 6 seconds.
 PU0807
 PU0807.The orthometric height was determined by differential leveling and
 PU0807.adjusted by the NATIONAL GEODETIC SURVEY
 PU0807.in June 1991.
 PU0807
 PU0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0807.GEOID18 height accuracy estimate available here.
 PU0807
 PU0807.Click photographs - Photos may exist for this station.
 PU0807
 PU0807.The dynamic height is computed by dividing the NAVD 88
 PU0807.geopotential number by the normal gravity value computed on the
 PU0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0807.degrees latitude (g = 980.6199 gals.).
 PU0807
 PU0807.The modeled gravity was interpolated from observed gravity values.
 PU0807
 PU0807;                    North         East    Units  Estimated Accuracy
 PU0807;SPC SD N     -   105,280.      389,870.      MT  (+/- 180 meters Scaled)
 PU0807
 PU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK856578(NAD 83)
 PU0807
 PU0807                          SUPERSEDED SURVEY CONTROL
 PU0807
 PU0807  NGVD 29 (??/??/92)  860.864  (m)         2824.35   (f) ADJ UNCH    2 0
 PU0807
 PU0807.Superseded values are not recommended for survey control.
 PU0807
 PU0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0807.See file dsdata.pdf to determine how the superseded data were derived.
 PU0807
 PU0807_MARKER: DB = BENCH MARK DISK
 PU0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0807_STAMPING: X 404 1962
 PU0807_MARK LOGO: CGS
 PU0807_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0807+STABILITY: SURFACE MOTION
 PU0807
 PU0807  HISTORY     - Date     Condition        Report By
 PU0807  HISTORY     - 1962     MONUMENTED       CGS
 PU0807
 PU0807                          STATION DESCRIPTION
 PU0807
 PU0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0807'1.2 MI N FROM STONEVILLE.
 PU0807'1.25 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0807'STONEVILLE, ON THE TOP OF A HILL, 49 FEET EAST OF THE CENTER
 PU0807'LINE OF THE ROAD, 3 FEET NORTH OF A POWER POLE, 3.4 FEET SOUTH
 PU0807'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET
 PU0807'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PU0807'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0293 ***********************************************************************
 PU0293  DESIGNATION -  X 405
 PU0293  PID         -  PU0293
 PU0293  STATE/COUNTY-  SD/MEADE
 PU0293  COUNTRY     -  US
 PU0293  USGS QUAD   -  OPAL EAST SW (2017)
 PU0293
 PU0293                         *CURRENT SURVEY CONTROL
 PU0293  ______________________________________________________________________
 PU0293* NAD 83(1986) POSITION- 44 47 54.     (N) 102 29 29.     (W)   SCALED
 PU0293* NAVD 88 ORTHO HEIGHT -   757.232 (meters)     2484.35  (feet) ADJUSTED
 PU0293  ______________________________________________________________________
 PU0293  GEOID HEIGHT    -        -18.475 (meters)                     GEOID18
 PU0293  DYNAMIC HEIGHT  -        757.064 (meters)     2483.80  (feet) COMP
 PU0293  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 PU0293
 PU0293  VERT ORDER      -  SECOND    CLASS 0
 PU0293
 PU0293.The horizontal coordinates were scaled from a map and have
 PU0293.an estimated accuracy of +/- 6 seconds.
 PU0293
 PU0293.The orthometric height was determined by differential leveling and
 PU0293.adjusted by the NATIONAL GEODETIC SURVEY
 PU0293.in June 1991.
 PU0293
 PU0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0293.GEOID18 height accuracy estimate available here.
 PU0293
 PU0293.Click photographs - Photos may exist for this station.
 PU0293
 PU0293.The dynamic height is computed by dividing the NAVD 88
 PU0293.geopotential number by the normal gravity value computed on the
 PU0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0293.degrees latitude (g = 980.6199 gals.).
 PU0293
 PU0293.The modeled gravity was interpolated from observed gravity values.
 PU0293
 PU0293;                    North         East    Units  Estimated Accuracy
 PU0293;SPC SD N     -   110,270.      402,920.      MT  (+/- 180 meters Scaled)
 PU0293
 PU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK984636(NAD 83)
 PU0293
 PU0293                          SUPERSEDED SURVEY CONTROL
 PU0293
 PU0293  NGVD 29 (??/??/92)  756.773  (m)         2482.85   (f) ADJ UNCH    2 0
 PU0293
 PU0293.Superseded values are not recommended for survey control.
 PU0293
 PU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0293.See file dsdata.pdf to determine how the superseded data were derived.
 PU0293
 PU0293_MARKER: DB = BENCH MARK DISK
 PU0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0293_STAMPING: X 405 1962
 PU0293_MARK LOGO: CGS
 PU0293_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0293+STABILITY: SURFACE MOTION
 PU0293
 PU0293  HISTORY     - Date     Condition        Report By
 PU0293  HISTORY     - 1962     MONUMENTED       CGS
 PU0293
 PU0293                          STATION DESCRIPTION
 PU0293
 PU0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0293'12.2 MI S FROM OPAL.
 PU0293'1.8 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT OPAL,
 PU0293'THENCE 7.75 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 2.6 MILES
 PU0293'WEST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE, 138 FEET
 PU0293'NORTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE
 PU0293'EXTENDED CENTER LINE OF A ROAD WEST, 14 FEET SOUTH OF THE SOUTH
 PU0293'END OF A GATE, 1.8 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A
 PU0293'WITNESS POST, 2 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A
 PU0293'CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2058 ***********************************************************************
 PU2058  DESIGNATION -  X 406
 PU2058  PID         -  PU2058
 PU2058  STATE/COUNTY-  SD/BUTTE
 PU2058  COUNTRY     -  US
 PU2058  USGS QUAD   -  NISLAND (2017)
 PU2058
 PU2058                         *CURRENT SURVEY CONTROL
 PU2058  ______________________________________________________________________
 PU2058* NAD 83(1986) POSITION- 44 38 29.     (N) 103 32 53.     (W)   SCALED
 PU2058* NAVD 88 ORTHO HEIGHT -   894.630 (meters)     2935.13  (feet) ADJUSTED
 PU2058  ______________________________________________________________________
 PU2058  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 PU2058  DYNAMIC HEIGHT  -        894.389 (meters)     2934.34  (feet) COMP
 PU2058  MODELED GRAVITY -    980,318.5   (mgal)                       NAVD 88
 PU2058
 PU2058  VERT ORDER      -  SECOND    CLASS 0
 PU2058
 PU2058.The horizontal coordinates were scaled from a map and have
 PU2058.an estimated accuracy of +/- 6 seconds.
 PU2058
 PU2058.The orthometric height was determined by differential leveling and
 PU2058.adjusted by the NATIONAL GEODETIC SURVEY
 PU2058.in June 1991.
 PU2058
 PU2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2058.GEOID18 height accuracy estimate available here.
 PU2058
 PU2058.Click photographs - Photos may exist for this station.
 PU2058
 PU2058.The dynamic height is computed by dividing the NAVD 88
 PU2058.geopotential number by the normal gravity value computed on the
 PU2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2058.degrees latitude (g = 980.6199 gals.).
 PU2058
 PU2058.The modeled gravity was interpolated from observed gravity values.
 PU2058
 PU2058;                    North         East    Units  Estimated Accuracy
 PU2058;SPC SD N     -    95,960.      318,610.      MT  (+/- 180 meters Scaled)
 PU2058
 PU2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK151441(NAD 83)
 PU2058
 PU2058                          SUPERSEDED SURVEY CONTROL
 PU2058
 PU2058  NGVD 29 (??/??/92)  894.143  (m)         2933.53   (f) ADJ UNCH    2 0
 PU2058
 PU2058.Superseded values are not recommended for survey control.
 PU2058
 PU2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2058.See file dsdata.pdf to determine how the superseded data were derived.
 PU2058
 PU2058_MARKER: DB = BENCH MARK DISK
 PU2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2058_STAMPING: X 406 1962
 PU2058_MARK LOGO: CGS
 PU2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2058+STABILITY: SURFACE MOTION
 PU2058
 PU2058  HISTORY     - Date     Condition        Report By
 PU2058  HISTORY     - 1962     MONUMENTED       CGS
 PU2058
 PU2058                          STATION DESCRIPTION
 PU2058
 PU2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2058'2.8 MI S FROM NISLAND.
 PU2058'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2058'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 1.45
 PU2058'MILES SOUTH ALONG ROADS, 0.45 MILE SOUTH OF A ROAD INTERSECTION,
 PU2058'ON TOP OF A SMALL RISE, 38 FEET WEST OF THE CENTER LINE OF THE
 PU2058'ROAD, 18 1/2 FEET NORTH OF THE CENTER OF A WIRE GATE, 1.8 FEET
 PU2058'EAST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 PU2058'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 PU2058'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1139 ***********************************************************************
 PU1139  DESIGNATION -  X 407
 PU1139  PID         -  PU1139
 PU1139  STATE/COUNTY-  SD/MEADE
 PU1139  COUNTRY     -  US
 PU1139  USGS QUAD   -  VALE (2017)
 PU1139
 PU1139                         *CURRENT SURVEY CONTROL
 PU1139  ______________________________________________________________________
 PU1139* NAD 83(1986) POSITION- 44 30 12.82   (N) 103 26 52.31   (W)   HD_HELD1
 PU1139* NAVD 88 ORTHO HEIGHT -   943.640 (meters)     3095.93  (feet) ADJUSTED
 PU1139  ______________________________________________________________________
 PU1139  GEOID HEIGHT    -        -15.915 (meters)                     GEOID18
 PU1139  DYNAMIC HEIGHT  -        943.362 (meters)     3095.01  (feet) COMP
 PU1139  MODELED GRAVITY -    980,291.9   (mgal)                       NAVD 88
 PU1139
 PU1139  VERT ORDER      -  SECOND    CLASS 0
 PU1139
 PU1139.The horizontal coordinates were determined by differentially corrected
 PU1139.hand held GPS observations or other comparable positioning techniques
 PU1139.and have an estimated accuracy of +/- 3 meters.
 PU1139
 PU1139.The orthometric height was determined by differential leveling and
 PU1139.adjusted by the NATIONAL GEODETIC SURVEY
 PU1139.in June 1991.
 PU1139
 PU1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1139.GEOID18 height accuracy estimate available here.
 PU1139
 PU1139.Click photographs - Photos may exist for this station.
 PU1139
 PU1139.The dynamic height is computed by dividing the NAVD 88
 PU1139.geopotential number by the normal gravity value computed on the
 PU1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1139.degrees latitude (g = 980.6199 gals.).
 PU1139
 PU1139.The modeled gravity was interpolated from observed gravity values.
 PU1139
 PU1139;                    North         East    Units  Estimated Accuracy
 PU1139;SPC SD N     -    80,315.2     325,896.7     MT  (+/- 3 meters HH1 GPS) 
 PU1139
 PU1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2338428976(NAD 83)
 PU1139
 PU1139                          SUPERSEDED SURVEY CONTROL
 PU1139
 PU1139  NGVD 29 (??/??/92)  943.138  (m)         3094.28   (f) ADJ UNCH    2 0
 PU1139
 PU1139.Superseded values are not recommended for survey control.
 PU1139
 PU1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1139.See file dsdata.pdf to determine how the superseded data were derived.
 PU1139
 PU1139_MARKER: DB = BENCH MARK DISK
 PU1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1139_STAMPING: X 407 1962
 PU1139_MARK LOGO: CGS
 PU1139_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1139+STABILITY: SURFACE MOTION
 PU1139
 PU1139  HISTORY     - Date     Condition        Report By
 PU1139  HISTORY     - 1962     MONUMENTED       CGS
 PU1139
 PU1139                          STATION DESCRIPTION
 PU1139
 PU1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1139'9.9 MI S FROM VALE.
 PU1139'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1139'THENCE 8.6 MILES SOUTH ALONG STATE HIGHWAY 79, 9.4 MILES NORTH
 PU1139'OF STURGIS, AT THE JUNCTION OF A ROAD WEST TO STURGIS, 75
 PU1139'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 73 FEET WEST OF
 PU1139'THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET NORTH OF THE CENTER
 PU1139'LINE OF THE ROAD WEST, 2.1 FEET EAST OF A FENCE, 3.7 FEET SOUTH
 PU1139'OF A YELLOW 4 X 4-INCH POST, 2.0 FEET NORTH OF A WITNESS POST,
 PU1139'ABOUT 2 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 PU1139'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0660 ***********************************************************************
 PU0660  DESIGNATION -  X 408
 PU0660  PID         -  PU0660
 PU0660  STATE/COUNTY-  SD/MEADE
 PU0660  COUNTRY     -  US
 PU0660  USGS QUAD   -  HEREFORD (2017)
 PU0660
 PU0660                         *CURRENT SURVEY CONTROL
 PU0660  ______________________________________________________________________
 PU0660* NAD 83(1986) POSITION- 44 23 13.     (N) 102 54 13.     (W)   SCALED
 PU0660* NAVD 88 ORTHO HEIGHT -   814.280 (meters)     2671.52  (feet) ADJUSTED
 PU0660  ______________________________________________________________________
 PU0660  GEOID HEIGHT    -        -17.553 (meters)                     GEOID18
 PU0660  DYNAMIC HEIGHT  -        814.057 (meters)     2670.79  (feet) COMP
 PU0660  MODELED GRAVITY -    980,316.3   (mgal)                       NAVD 88
 PU0660
 PU0660  VERT ORDER      -  SECOND    CLASS 0
 PU0660
 PU0660.The horizontal coordinates were scaled from a map and have
 PU0660.an estimated accuracy of +/- 6 seconds.
 PU0660
 PU0660.The orthometric height was determined by differential leveling and
 PU0660.adjusted by the NATIONAL GEODETIC SURVEY
 PU0660.in June 1991.
 PU0660
 PU0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0660.GEOID18 height accuracy estimate available here.
 PU0660
 PU0660.Click photographs - Photos may exist for this station.
 PU0660
 PU0660.The dynamic height is computed by dividing the NAVD 88
 PU0660.geopotential number by the normal gravity value computed on the
 PU0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0660.degrees latitude (g = 980.6199 gals.).
 PU0660
 PU0660.The modeled gravity was interpolated from observed gravity values.
 PU0660
 PU0660;                    North         East    Units  Estimated Accuracy
 PU0660;SPC SD N     -    65,670.      368,680.      MT  (+/- 180 meters Scaled)
 PU0660
 PU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK669169(NAD 83)
 PU0660
 PU0660                          SUPERSEDED SURVEY CONTROL
 PU0660
 PU0660  NGVD 29 (??/??/92)  813.820  (m)         2670.01   (f) ADJ UNCH    2 0
 PU0660
 PU0660.Superseded values are not recommended for survey control.
 PU0660
 PU0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0660.See file dsdata.pdf to determine how the superseded data were derived.
 PU0660
 PU0660_MARKER: DB = BENCH MARK DISK
 PU0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0660_STAMPING: X 408 1962
 PU0660_MARK LOGO: CGS
 PU0660_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0660+STABILITY: SURFACE MOTION
 PU0660
 PU0660  HISTORY     - Date     Condition        Report By
 PU0660  HISTORY     - 1962     MONUMENTED       CGS
 PU0660
 PU0660                          STATION DESCRIPTION
 PU0660
 PU0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0660'0.4 MI W FROM HEREFORD.
 PU0660'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0660'57 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 PU0660'NORTH-SOUTH ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PU0660'37- FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 2.4 FEET
 PU0660'SOUTHWEST OF A FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST,
 PU0660'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A
 PU0660'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1011 ***********************************************************************
 PU1011  DESIGNATION -  X 409
 PU1011  PID         -  PU1011
 PU1011  STATE/COUNTY-  SD/MEADE
 PU1011  COUNTRY     -  US
 PU1011  USGS QUAD   -  ENNING (2017)
 PU1011
 PU1011                         *CURRENT SURVEY CONTROL
 PU1011  ______________________________________________________________________
 PU1011* NAD 83(1986) POSITION- 44 37 08.     (N) 102 33 46.     (W)   SCALED
 PU1011* NAVD 88 ORTHO HEIGHT -   911.979 (meters)     2992.05  (feet) ADJUSTED
 PU1011  ______________________________________________________________________
 PU1011  GEOID HEIGHT    -        -18.375 (meters)                     GEOID18
 PU1011  DYNAMIC HEIGHT  -        911.733 (meters)     2991.24  (feet) COMP
 PU1011  MODELED GRAVITY -    980,316.4   (mgal)                       NAVD 88
 PU1011
 PU1011  VERT ORDER      -  SECOND    CLASS 0
 PU1011
 PU1011.The horizontal coordinates were scaled from a map and have
 PU1011.an estimated accuracy of +/- 6 seconds.
 PU1011
 PU1011.The orthometric height was determined by differential leveling and
 PU1011.adjusted by the NATIONAL GEODETIC SURVEY
 PU1011.in June 1991.
 PU1011
 PU1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1011.GEOID18 height accuracy estimate available here.
 PU1011
 PU1011.Click photographs - Photos may exist for this station.
 PU1011
 PU1011.The dynamic height is computed by dividing the NAVD 88
 PU1011.geopotential number by the normal gravity value computed on the
 PU1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1011.degrees latitude (g = 980.6199 gals.).
 PU1011
 PU1011.The modeled gravity was interpolated from observed gravity values.
 PU1011
 PU1011;                    North         East    Units  Estimated Accuracy
 PU1011;SPC SD N     -    90,510.      396,640.      MT  (+/- 180 meters Scaled)
 PU1011
 PU1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933435(NAD 83)
 PU1011
 PU1011                          SUPERSEDED SURVEY CONTROL
 PU1011
 PU1011  NGVD 29 (??/??/92)  911.499  (m)         2990.48   (f) ADJ UNCH    2 0
 PU1011
 PU1011.Superseded values are not recommended for survey control.
 PU1011
 PU1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1011.See file dsdata.pdf to determine how the superseded data were derived.
 PU1011
 PU1011_MARKER: DB = BENCH MARK DISK
 PU1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1011_STAMPING: X 409 1962
 PU1011_MARK LOGO: CGS
 PU1011_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1011+STABILITY: SURFACE MOTION
 PU1011
 PU1011  HISTORY     - Date     Condition        Report By
 PU1011  HISTORY     - 1962     MONUMENTED       CGS
 PU1011
 PU1011                          STATION DESCRIPTION
 PU1011
 PU1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1011'3 MI N FROM ENNING.
 PU1011'3.0 MILES NORTH ALONG A COUNTY GRAVELED ROAD FROM THE POST OFFICE
 PU1011'AND STORE AT ENNING, AT THE NORTHEAST CORNER OF ABANDONED DIVIDE
 PU1011'SCHOOLYARD, 75 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF
 PU1011'A COUNTY ROAD LEADING WEST, 52 FEET WEST OF THE CENTER LINE OF
 PU1011'THE ROAD, 53 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 2
 PU1011'FEET SOUTH OF TELEPHONE POLE 4-50, 2.5 FEET NORTH OF A WITNESS
 PU1011'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1011'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0938 ***********************************************************************
 PU0938  DESIGNATION -  X 410
 PU0938  PID         -  PU0938
 PU0938  STATE/COUNTY-  SD/MEADE
 PU0938  COUNTRY     -  US
 PU0938  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0938
 PU0938                         *CURRENT SURVEY CONTROL
 PU0938  ______________________________________________________________________
 PU0938* NAD 83(1986) POSITION- 44 33 39.     (N) 102 48 13.     (W)   SCALED
 PU0938* NAVD 88 ORTHO HEIGHT -   835.382 (meters)     2740.75  (feet) ADJUSTED
 PU0938  ______________________________________________________________________
 PU0938  GEOID HEIGHT    -        -17.852 (meters)                     GEOID18
 PU0938  DYNAMIC HEIGHT  -        835.158 (meters)     2740.01  (feet) COMP
 PU0938  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU0938
 PU0938  VERT ORDER      -  SECOND    CLASS 0
 PU0938
 PU0938.The horizontal coordinates were scaled from a map and have
 PU0938.an estimated accuracy of +/- 6 seconds.
 PU0938
 PU0938.The orthometric height was determined by differential leveling and
 PU0938.adjusted by the NATIONAL GEODETIC SURVEY
 PU0938.in June 1991.
 PU0938
 PU0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0938.GEOID18 height accuracy estimate available here.
 PU0938
 PU0938.Click photographs - Photos may exist for this station.
 PU0938
 PU0938.The dynamic height is computed by dividing the NAVD 88
 PU0938.geopotential number by the normal gravity value computed on the
 PU0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0938.degrees latitude (g = 980.6199 gals.).
 PU0938
 PU0938.The modeled gravity was interpolated from observed gravity values.
 PU0938
 PU0938;                    North         East    Units  Estimated Accuracy
 PU0938;SPC SD N     -    84,700.      377,310.      MT  (+/- 180 meters Scaled)
 PU0938
 PU0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK744365(NAD 83)
 PU0938
 PU0938                          SUPERSEDED SURVEY CONTROL
 PU0938
 PU0938  NGVD 29 (??/??/92)  834.914  (m)         2739.21   (f) ADJ UNCH    2 0
 PU0938
 PU0938.Superseded values are not recommended for survey control.
 PU0938
 PU0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0938.See file dsdata.pdf to determine how the superseded data were derived.
 PU0938
 PU0938_MARKER: DB = BENCH MARK DISK
 PU0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0938_STAMPING: X 410 1962
 PU0938_MARK LOGO: CGS
 PU0938_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0938+STABILITY: SURFACE MOTION
 PU0938
 PU0938  HISTORY     - Date     Condition        Report By
 PU0938  HISTORY     - 1962     MONUMENTED       CGS
 PU0938
 PU0938                          STATION DESCRIPTION
 PU0938
 PU0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0938'6.8 MI W FROM UNION CENTER.
 PU0938'4.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0938'CENTER, THENCE 2.8 MILES WEST ALONG A GRAVEL ROAD, AT THE
 PU0938'JUNCTION OF A ROAD NORTH TO FAIRPOINT, 46 FEET SOUTH OF THE
 PU0938'CENTER LINE OF THE ROAD, 36 FEET EAST OF THE EXTENDED CENTER
 PU0938'LINE OF THE ROAD NORTH, 4 FEET EAST OF THE JUNCTION OF A FENCE
 PU0938'LINE SOUTH, 2 FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS
 PU0938'POST, ABOUT 3 FEET LOWER THAN THE ROAD AND IN THE TOP OF A
 PU0938'CONCRETE POST PROJECTING 0.4 FOOT.  THIS MARK IS 13.85 MILES
 PU0938'SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT FAIRPOINT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2446 ***********************************************************************
 PU2446  DESIGNATION -  X 411 RESET
 PU2446  PID         -  PU2446
 PU2446  STATE/COUNTY-  SD/MEADE
 PU2446  COUNTRY     -  US
 PU2446  USGS QUAD   -  PLAINVIEW (2017)
 PU2446
 PU2446                         *CURRENT SURVEY CONTROL
 PU2446  ______________________________________________________________________
 PU2446* NAD 83(1986) POSITION- 44 36 13.     (N) 102 10 58.     (W)   SCALED
 PU2446* NAVD 88 ORTHO HEIGHT -   741.214 (meters)     2431.80  (feet) ADJUSTED
 PU2446  ______________________________________________________________________
 PU2446  GEOID HEIGHT    -        -19.440 (meters)                     GEOID18
 PU2446  DYNAMIC HEIGHT  -        741.038 (meters)     2431.22  (feet) COMP
 PU2446  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 PU2446
 PU2446  VERT ORDER      -  FIRST     CLASS II
 PU2446
 PU2446.The horizontal coordinates were scaled from a map and have
 PU2446.an estimated accuracy of +/- 6 seconds.
 PU2446
 PU2446.The orthometric height was determined by differential leveling and
 PU2446.adjusted by the NATIONAL GEODETIC SURVEY
 PU2446.in October 1997.
 PU2446
 PU2446.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2446.GEOID18 height accuracy estimate available here.
 PU2446
 PU2446.Click photographs - Photos may exist for this station.
 PU2446
 PU2446.The dynamic height is computed by dividing the NAVD 88
 PU2446.geopotential number by the normal gravity value computed on the
 PU2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2446.degrees latitude (g = 980.6199 gals.).
 PU2446
 PU2446.The modeled gravity was interpolated from observed gravity values.
 PU2446
 PU2446;                    North         East    Units  Estimated Accuracy
 PU2446;SPC SD N     -    87,930.      426,740.      MT  (+/- 180 meters Scaled)
 PU2446
 PU2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK235427(NAD 83)
 PU2446
 PU2446                          SUPERSEDED SURVEY CONTROL
 PU2446
 PU2446  NGVD 29 (04/17/07)  740.69   (m)         2430.1    (f) RESET       3  
 PU2446
 PU2446.Superseded values are not recommended for survey control.
 PU2446
 PU2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2446.See file dsdata.pdf to determine how the superseded data were derived.
 PU2446
 PU2446_MARKER: DV = VERTICAL CONTROL DISK
 PU2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2446_STAMPING: X 411 RESET 1990
 PU2446_MARK LOGO: NGS
 PU2446_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2446+STABILITY: SURFACE MOTION
 PU2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2446+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2446
 PU2446  HISTORY     - Date     Condition        Report By
 PU2446  HISTORY     - 1990     MONUMENTED       NGS
 PU2446  HISTORY     - 19950605 GOOD             NGS
 PU2446
 PU2446                          STATION DESCRIPTION
 PU2446
 PU2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2446'20.03 KM (12.45 MI) EAST FROM WHITE OWL OR, 11.26KMWEST FROM STATE
 PU2446'HIGHWAY 73 NORTH AND HOWES STORE, ALONG STATE HIGHWAY 34, THEN 27.43
 PU2446'M (89.99 FT) SOUTH FROM THE CENTER OF 34, 0.3 M (1.0 FT) NORTH FROM A
 PU2446'WITNESS POST AND ABOUT 76.2 M (250.0 FT) WEST FROM A HOUSE.
 PU2446
 PU2446                          STATION RECOVERY (1995)
 PU2446
 PU2446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2446'11.0 KM (6.85 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2446'STATE HIGHWAY 73 IN HOWES, 65.7 M (215.6 FT) EAST OF MILEPOST 106,
 PU2446'27.9 M (91.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW
 PU2446'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND
 PU2446'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU2446'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1258 ***********************************************************************
 PU1258  DESIGNATION -  X 412
 PU1258  PID         -  PU1258
 PU1258  STATE/COUNTY-  SD/BUTTE
 PU1258  COUNTRY     -  US
 PU1258  USGS QUAD   -  OWL BUTTE (2017)
 PU1258
 PU1258                         *CURRENT SURVEY CONTROL
 PU1258  ______________________________________________________________________
 PU1258* NAD 83(1986) POSITION- 44 48 30.5    (N) 103 14 21.9    (W)   HD_HELD2
 PU1258* NAVD 88 ORTHO HEIGHT -   906.229 (meters)     2973.19  (feet) ADJUSTED
 PU1258  ______________________________________________________________________
 PU1258  GEOID HEIGHT    -        -16.766 (meters)                     GEOID18
 PU1258  DYNAMIC HEIGHT  -        905.998 (meters)     2972.43  (feet) COMP
 PU1258  MODELED GRAVITY -    980,331.9   (mgal)                       NAVD 88
 PU1258
 PU1258  VERT ORDER      -  FIRST     CLASS II
 PU1258
 PU1258.The horizontal coordinates were established by autonomous hand held GPS
 PU1258.observations and have an estimated accuracy of +/- 10 meters.
 PU1258
 PU1258.The orthometric height was determined by differential leveling and
 PU1258.adjusted by the NATIONAL GEODETIC SURVEY
 PU1258.in July 1998.
 PU1258
 PU1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1258.GEOID18 height accuracy estimate available here.
 PU1258
 PU1258.Click photographs - Photos may exist for this station.
 PU1258
 PU1258.The dynamic height is computed by dividing the NAVD 88
 PU1258.geopotential number by the normal gravity value computed on the
 PU1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1258.degrees latitude (g = 980.6199 gals.).
 PU1258
 PU1258.The modeled gravity was interpolated from observed gravity values.
 PU1258
 PU1258;                    North         East    Units  Estimated Accuracy
 PU1258;SPC SD N     -   113,486.      343,814.      MT  (+/- 10 meters HH2 GPS)
 PU1258
 PU1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK3922263182(NAD 83)
 PU1258
 PU1258                          SUPERSEDED SURVEY CONTROL
 PU1258
 PU1258  NAVD 88 (06/15/91)  906.175  (m)         2973.01   (f) SUPERSEDED  1 2
 PU1258  NGVD 29 (??/??/92)  905.685  (m)         2971.40   (f) ADJ UNCH    1 2
 PU1258
 PU1258.Superseded values are not recommended for survey control.
 PU1258
 PU1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1258.See file dsdata.pdf to determine how the superseded data were derived.
 PU1258
 PU1258_MARKER: DB = BENCH MARK DISK
 PU1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1258_STAMPING: X 412 1963
 PU1258_MARK LOGO: CGS
 PU1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1258+STABILITY: SURFACE MOTION
 PU1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1258+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1258
 PU1258  HISTORY     - Date     Condition        Report By
 PU1258  HISTORY     - 1963     MONUMENTED       CGS
 PU1258  HISTORY     - 19951116 GOOD             NGS
 PU1258
 PU1258                          STATION DESCRIPTION
 PU1258
 PU1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1258'11.4 MI NE FROM NEWELL.
 PU1258'ABOUT 11.4 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1258'SCHOOL AT NEWELL, ABOUT 115 YARDS EAST OF POWER POLE NO. 36-2,
 PU1258'73 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 PU1258'NORTHEAST OF A T-FENCE CORNER, 2.0 FEET SOUTHEAST OF A FENCE,
 PU1258'2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 PU1258'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PU1258'PROJECTING 4 INCHES.
 PU1258
 PU1258                          STATION RECOVERY (1995)
 PU1258
 PU1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1258'18.1 KM (11.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1258'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 643.0 M (2109.6 FT) NORTHEAST
 PU1258'OF MILEPOST 50, 22.5 M (73.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PU1258'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 PU1258'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 PU1258'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1346 ***********************************************************************
 PU1346  DESIGNATION -  X 413
 PU1346  PID         -  PU1346
 PU1346  STATE/COUNTY-  SD/BUTTE
 PU1346  COUNTRY     -  US
 PU1346  USGS QUAD   -  SCHOEPP FLAT (2017)
 PU1346
 PU1346                         *CURRENT SURVEY CONTROL
 PU1346  ______________________________________________________________________
 PU1346* NAD 83(1986) POSITION- 44 52 10.     (N) 103 16 56.     (W)   SCALED
 PU1346* NAVD 88 ORTHO HEIGHT -   940.642 (meters)     3086.09  (feet) ADJUSTED
 PU1346  ______________________________________________________________________
 PU1346  GEOID HEIGHT    -        -16.674 (meters)                     GEOID18
 PU1346  DYNAMIC HEIGHT  -        940.413 (meters)     3085.34  (feet) COMP
 PU1346  MODELED GRAVITY -    980,341.6   (mgal)                       NAVD 88
 PU1346
 PU1346  VERT ORDER      -  SECOND    CLASS 0
 PU1346
 PU1346.The horizontal coordinates were scaled from a map and have
 PU1346.an estimated accuracy of +/- 6 seconds.
 PU1346
 PU1346.The orthometric height was determined by differential leveling and
 PU1346.adjusted by the NATIONAL GEODETIC SURVEY
 PU1346.in June 1991.
 PU1346
 PU1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1346.GEOID18 height accuracy estimate available here.
 PU1346
 PU1346.Click photographs - Photos may exist for this station.
 PU1346
 PU1346.The dynamic height is computed by dividing the NAVD 88
 PU1346.geopotential number by the normal gravity value computed on the
 PU1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1346.degrees latitude (g = 980.6199 gals.).
 PU1346
 PU1346.The modeled gravity was interpolated from observed gravity values.
 PU1346
 PU1346;                    North         East    Units  Estimated Accuracy
 PU1346;SPC SD N     -   120,390.      340,710.      MT  (+/- 180 meters Scaled)
 PU1346
 PU1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK356698(NAD 83)
 PU1346
 PU1346                          SUPERSEDED SURVEY CONTROL
 PU1346
 PU1346  NGVD 29 (??/??/92)  940.161  (m)         3084.51   (f) ADJ UNCH    2 0
 PU1346
 PU1346.Superseded values are not recommended for survey control.
 PU1346
 PU1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1346.See file dsdata.pdf to determine how the superseded data were derived.
 PU1346
 PU1346_MARKER: DB = BENCH MARK DISK
 PU1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1346_STAMPING: X 413 1963
 PU1346_MARK LOGO: CGS
 PU1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1346+STABILITY: SURFACE MOTION
 PU1346
 PU1346  HISTORY     - Date     Condition        Report By
 PU1346  HISTORY     - 1963     MONUMENTED       CGS
 PU1346
 PU1346                          STATION DESCRIPTION
 PU1346
 PU1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1346'14.2 MI NE FROM NEWELL.
 PU1346'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1346'HIGH SCHOOL AT NEWELL, THENCE 10.7 MILES NORTH ALONG A GRAVELED
 PU1346'ROAD, 233 FEET SOUTH OF THE EAST END OF A 24-INCH PIPE CULVERT,
 PU1346'39.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.0 FEET EAST OF A
 PU1346'FENCE CORNER, 2.0 FEET NORTH OF AN EAST-WEST FENCE, 1.5 FEET
 PU1346'WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU1346'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1346'8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1867 ***********************************************************************
 PU1867  DESIGNATION -  X 414
 PU1867  PID         -  PU1867
 PU1867  STATE/COUNTY-  SD/BUTTE
 PU1867  COUNTRY     -  US
 PU1867  USGS QUAD   -  NISLAND (2017)
 PU1867
 PU1867                         *CURRENT SURVEY CONTROL
 PU1867  ______________________________________________________________________
 PU1867* NAD 83(1986) POSITION- 44 42 42.     (N) 103 32 22.     (W)   SCALED
 PU1867* NAVD 88 ORTHO HEIGHT -   905.033 (meters)     2969.26  (feet) ADJUSTED
 PU1867  ______________________________________________________________________
 PU1867  GEOID HEIGHT    -        -16.105 (meters)                     GEOID18
 PU1867  DYNAMIC HEIGHT  -        904.798 (meters)     2968.49  (feet) COMP
 PU1867  MODELED GRAVITY -    980,326.2   (mgal)                       NAVD 88
 PU1867
 PU1867  VERT ORDER      -  SECOND    CLASS 0
 PU1867
 PU1867.The horizontal coordinates were scaled from a map and have
 PU1867.an estimated accuracy of +/- 6 seconds.
 PU1867
 PU1867.The orthometric height was determined by differential leveling and
 PU1867.adjusted by the NATIONAL GEODETIC SURVEY
 PU1867.in June 1991.
 PU1867
 PU1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1867.GEOID18 height accuracy estimate available here.
 PU1867
 PU1867.Click photographs - Photos may exist for this station.
 PU1867
 PU1867.The dynamic height is computed by dividing the NAVD 88
 PU1867.geopotential number by the normal gravity value computed on the
 PU1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1867.degrees latitude (g = 980.6199 gals.).
 PU1867
 PU1867.The modeled gravity was interpolated from observed gravity values.
 PU1867
 PU1867;                    North         East    Units  Estimated Accuracy
 PU1867;SPC SD N     -   103,730.      319,630.      MT  (+/- 180 meters Scaled)
 PU1867
 PU1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK156519(NAD 83)
 PU1867
 PU1867                          SUPERSEDED SURVEY CONTROL
 PU1867
 PU1867  NGVD 29 (??/??/92)  904.552  (m)         2967.68   (f) ADJ UNCH    2 0
 PU1867
 PU1867.Superseded values are not recommended for survey control.
 PU1867
 PU1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1867.See file dsdata.pdf to determine how the superseded data were derived.
 PU1867
 PU1867_MARKER: DB = BENCH MARK DISK
 PU1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1867_STAMPING: X 414 1963
 PU1867_MARK LOGO: CGS
 PU1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1867+STABILITY: SURFACE MOTION
 PU1867
 PU1867  HISTORY     - Date     Condition        Report By
 PU1867  HISTORY     - 1963     MONUMENTED       CGS
 PU1867
 PU1867                          STATION DESCRIPTION
 PU1867
 PU1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1867'3.1 MI N FROM NISLAND.
 PU1867'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1867'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1867'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1867'ROAD, THENCE 1.45 MILES NORTH ALONG A TRACK ROAD, 98 FEET
 PU1867'SOUTHEAST OF THE CENTER OF THE T-JUNCTION OF A SOUTHEAST-NORTHWEST
 PU1867'TRACK ROAD, 41 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD
 PU1867'LEADING SOUTH, 27.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 PU1867'ROAD LEADING SOUTHEAST-NORTHWEST, 2.0 FEET WEST OF A METAL
 PU1867'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD LEADING
 PU1867'SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1918 ***********************************************************************
 PU1918  DESIGNATION -  X 415
 PU1918  PID         -  PU1918
 PU1918  STATE/COUNTY-  SD/BUTTE
 PU1918  COUNTRY     -  US
 PU1918  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1918
 PU1918                         *CURRENT SURVEY CONTROL
 PU1918  ______________________________________________________________________
 PU1918* NAD 83(1986) POSITION- 44 51 40.     (N) 103 35 17.     (W)   SCALED
 PU1918* NAVD 88 ORTHO HEIGHT -   920.183 (meters)     3018.97  (feet) ADJUSTED
 PU1918  ______________________________________________________________________
 PU1918  GEOID HEIGHT    -        -16.128 (meters)                     GEOID18
 PU1918  DYNAMIC HEIGHT  -        919.950 (meters)     3018.20  (feet) COMP
 PU1918  MODELED GRAVITY -    980,333.0   (mgal)                       NAVD 88
 PU1918
 PU1918  VERT ORDER      -  SECOND    CLASS 0
 PU1918
 PU1918.The horizontal coordinates were scaled from a map and have
 PU1918.an estimated accuracy of +/- 6 seconds.
 PU1918
 PU1918.The orthometric height was determined by differential leveling and
 PU1918.adjusted by the NATIONAL GEODETIC SURVEY
 PU1918.in June 1991.
 PU1918
 PU1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1918.GEOID18 height accuracy estimate available here.
 PU1918
 PU1918.Click photographs - Photos may exist for this station.
 PU1918
 PU1918.The dynamic height is computed by dividing the NAVD 88
 PU1918.geopotential number by the normal gravity value computed on the
 PU1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1918.degrees latitude (g = 980.6199 gals.).
 PU1918
 PU1918.The modeled gravity was interpolated from observed gravity values.
 PU1918
 PU1918;                    North         East    Units  Estimated Accuracy
 PU1918;SPC SD N     -   120,490.      316,520.      MT  (+/- 180 meters Scaled)
 PU1918
 PU1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK115684(NAD 83)
 PU1918
 PU1918                          SUPERSEDED SURVEY CONTROL
 PU1918
 PU1918  NGVD 29 (??/??/92)  919.700  (m)         3017.38   (f) ADJ UNCH    2 0
 PU1918
 PU1918.Superseded values are not recommended for survey control.
 PU1918
 PU1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1918.See file dsdata.pdf to determine how the superseded data were derived.
 PU1918
 PU1918_MARKER: DB = BENCH MARK DISK
 PU1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1918_STAMPING: X 415 1963
 PU1918_MARK LOGO: CGS
 PU1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1918+STABILITY: SURFACE MOTION
 PU1918
 PU1918  HISTORY     - Date     Condition        Report By
 PU1918  HISTORY     - 1963     MONUMENTED       CGS
 PU1918
 PU1918                          STATION DESCRIPTION
 PU1918
 PU1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1918'17.4 MI NW FROM NEWELL.
 PU1918'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1918'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1918'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1918'5.3 MILES NORTHWEST ALONG A TRACK ROAD ON PRIVATE PROPERTY OWNED
 PU1918'AND OPERATED BY THE PERSHEY BROTHERS, AT A JOG IN A NORTH-SOUTH
 PU1918'FENCE, 30 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD,
 PU1918'19.8 FEET EAST OF THE EAST END OF A WIRE GATE, 9.0 FEET WEST
 PU1918'OF A FENCE CORNER, 2.0 FEET SOUTH OF A METAL WITNES POST,
 PU1918'ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1918'POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0750 ***********************************************************************
 PU0750  DESIGNATION -  X 416
 PU0750  PID         -  PU0750
 PU0750  STATE/COUNTY-  SD/MEADE
 PU0750  COUNTRY     -  US
 PU0750  USGS QUAD   -  CAMP CREEK (2017)
 PU0750
 PU0750                         *CURRENT SURVEY CONTROL
 PU0750  ______________________________________________________________________
 PU0750* NAD 83(1986) POSITION- 44 59 40.     (N) 102 55 42.     (W)   SCALED
 PU0750* NAVD 88 ORTHO HEIGHT -   870.898 (meters)     2857.27  (feet) ADJUSTED
 PU0750  ______________________________________________________________________
 PU0750  GEOID HEIGHT    -        -17.340 (meters)                     GEOID18
 PU0750  DYNAMIC HEIGHT  -        870.712 (meters)     2856.66  (feet) COMP
 PU0750  MODELED GRAVITY -    980,373.3   (mgal)                       NAVD 88
 PU0750
 PU0750  VERT ORDER      -  SECOND    CLASS 0
 PU0750
 PU0750.The horizontal coordinates were scaled from a map and have
 PU0750.an estimated accuracy of +/- 6 seconds.
 PU0750
 PU0750.The orthometric height was determined by differential leveling and
 PU0750.adjusted by the NATIONAL GEODETIC SURVEY
 PU0750.in June 1991.
 PU0750
 PU0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0750.GEOID18 height accuracy estimate available here.
 PU0750
 PU0750.Click photographs - Photos may exist for this station.
 PU0750
 PU0750.The dynamic height is computed by dividing the NAVD 88
 PU0750.geopotential number by the normal gravity value computed on the
 PU0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0750.degrees latitude (g = 980.6199 gals.).
 PU0750
 PU0750.The modeled gravity was interpolated from observed gravity values.
 PU0750
 PU0750;                    North         East    Units  Estimated Accuracy
 PU0750;SPC SD N     -   133,200.      369,150.      MT  (+/- 180 meters Scaled)
 PU0750
 PU0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK632844(NAD 83)
 PU0750
 PU0750                          SUPERSEDED SURVEY CONTROL
 PU0750
 PU0750  NGVD 29 (??/??/92)  870.424  (m)         2855.72   (f) ADJ UNCH    2 0
 PU0750
 PU0750.Superseded values are not recommended for survey control.
 PU0750
 PU0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0750.See file dsdata.pdf to determine how the superseded data were derived.
 PU0750
 PU0750_MARKER: DB = BENCH MARK DISK
 PU0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0750_STAMPING: X 416 1963
 PU0750_MARK LOGO: CGS
 PU0750_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0750+STABILITY: SURFACE MOTION
 PU0750
 PU0750  HISTORY     - Date     Condition        Report By
 PU0750  HISTORY     - 1963     MONUMENTED       CGS
 PU0750
 PU0750                          STATION DESCRIPTION
 PU0750
 PU0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0750'2.8 MI SW FROM MUD BUTTE.
 PU0750'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM A GRAVELED
 PU0750'ROAD INTERSECTION AT MUD BUTTE, THENCE 1.5 MILES WEST ALONG
 PU0750'A GRAVELED ROAD, ABOUT 0.55 MILE EAST OF THE JUNCTION OF A
 PU0750'GRAVELED ROAD LEADING NORTH, ON THE EAST SLOPE OF A HILL,
 PU0750'48.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 73 FEET WEST OF
 PU0750'A TELEPHONE POLE, 27 FEET EAST OF A T-FENCE CORNER, 2.0 FEET
 PU0750'NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 PU0750'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU0750'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1314 ***********************************************************************
 PU1314  DESIGNATION -  X 417
 PU1314  PID         -  PU1314
 PU1314  STATE/COUNTY-  SD/BUTTE
 PU1314  COUNTRY     -  US
 PU1314  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1314
 PU1314                         *CURRENT SURVEY CONTROL
 PU1314  ______________________________________________________________________
 PU1314* NAD 83(1986) POSITION- 44 56 16.     (N) 103 10 43.     (W)   SCALED
 PU1314* NAVD 88 ORTHO HEIGHT -   879.758 (meters)     2886.34  (feet) ADJUSTED
 PU1314  ______________________________________________________________________
 PU1314  GEOID HEIGHT    -        -16.925 (meters)                     GEOID18
 PU1314  DYNAMIC HEIGHT  -        879.551 (meters)     2885.66  (feet) COMP
 PU1314  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 PU1314
 PU1314  VERT ORDER      -  SECOND    CLASS 0
 PU1314
 PU1314.The horizontal coordinates were scaled from a map and have
 PU1314.an estimated accuracy of +/- 6 seconds.
 PU1314
 PU1314.The orthometric height was determined by differential leveling and
 PU1314.adjusted by the NATIONAL GEODETIC SURVEY
 PU1314.in June 1991.
 PU1314
 PU1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1314.GEOID18 height accuracy estimate available here.
 PU1314
 PU1314.Click photographs - Photos may exist for this station.
 PU1314
 PU1314.The dynamic height is computed by dividing the NAVD 88
 PU1314.geopotential number by the normal gravity value computed on the
 PU1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1314.degrees latitude (g = 980.6199 gals.).
 PU1314
 PU1314.The modeled gravity was interpolated from observed gravity values.
 PU1314
 PU1314;                    North         East    Units  Estimated Accuracy
 PU1314;SPC SD N     -   127,650.      349,190.      MT  (+/- 180 meters Scaled)
 PU1314
 PU1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK437776(NAD 83)
 PU1314
 PU1314                          SUPERSEDED SURVEY CONTROL
 PU1314
 PU1314  NGVD 29 (??/??/92)  879.279  (m)         2884.77   (f) ADJ UNCH    2 0
 PU1314
 PU1314.Superseded values are not recommended for survey control.
 PU1314
 PU1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1314.See file dsdata.pdf to determine how the superseded data were derived.
 PU1314
 PU1314_MARKER: DB = BENCH MARK DISK
 PU1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1314_STAMPING: X 417 1963
 PU1314_MARK LOGO: CGS
 PU1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1314+STABILITY: SURFACE MOTION
 PU1314
 PU1314  HISTORY     - Date     Condition        Report By
 PU1314  HISTORY     - 1963     MONUMENTED       CGS
 PU1314
 PU1314                          STATION DESCRIPTION
 PU1314
 PU1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1314'15.8 MI SE FROM CASTLE ROCK.
 PU1314'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1314'AT CASTLE ROCK, THENCE 6.35 MILES EAST ALONG A GRADED COUNTY
 PU1314'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1314'4.9 MILES EAST ALONG A GRADED COUNTY ROAD, THENCE 1.0 MILE
 PU1314'NORTH ALONG A GRADED COUNTY ROAD, IN LINE WITH A ROW OF POWER
 PU1314'POLES AND AT A POINT WHERE THE ROAD MAKES A 90 DEG TURN, 103
 PU1314'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 124 FEET EAST
 PU1314'OF A FENCE CORNER, 4.5 FEET NORTH OF A POWER POLE, 2.0 FEET
 PU1314'SOUTH OF A FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT
 PU1314'4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PU1314'CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1471 ***********************************************************************
 PU1471  DESIGNATION -  X 418
 PU1471  PID         -  PU1471
 PU1471  STATE/COUNTY-  SD/MEADE
 PU1471  COUNTRY     -  US
 PU1471  USGS QUAD   -  FORT MEADE NE (2017)
 PU1471
 PU1471                         *CURRENT SURVEY CONTROL
 PU1471  ______________________________________________________________________
 PU1471* NAD 83(1986) POSITION- 44 28 28.     (N) 103 18 24.     (W)   SCALED
 PU1471* NAVD 88 ORTHO HEIGHT -   869.774 (meters)     2853.58  (feet) ADJUSTED
 PU1471  ______________________________________________________________________
 PU1471  GEOID HEIGHT    -        -16.362 (meters)                     GEOID18
 PU1471  DYNAMIC HEIGHT  -        869.525 (meters)     2852.77  (feet) COMP
 PU1471  MODELED GRAVITY -    980,303.1   (mgal)                       NAVD 88
 PU1471
 PU1471  VERT ORDER      -  FIRST     CLASS II
 PU1471
 PU1471.The horizontal coordinates were scaled from a map and have
 PU1471.an estimated accuracy of +/- 6 seconds.
 PU1471
 PU1471.The orthometric height was determined by differential leveling and
 PU1471.adjusted by the NATIONAL GEODETIC SURVEY
 PU1471.in October 1997.
 PU1471
 PU1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1471.GEOID18 height accuracy estimate available here.
 PU1471
 PU1471.Click photographs - Photos may exist for this station.
 PU1471
 PU1471.The dynamic height is computed by dividing the NAVD 88
 PU1471.geopotential number by the normal gravity value computed on the
 PU1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1471.degrees latitude (g = 980.6199 gals.).
 PU1471
 PU1471.The modeled gravity was interpolated from observed gravity values.
 PU1471
 PU1471;                    North         East    Units  Estimated Accuracy
 PU1471;SPC SD N     -    76,610.      336,980.      MT  (+/- 180 meters Scaled)
 PU1471
 PU1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK346259(NAD 83)
 PU1471
 PU1471                          SUPERSEDED SURVEY CONTROL
 PU1471
 PU1471  NAVD 88 (06/15/91)  869.793  (m)         2853.65   (f) SUPERSEDED  1 2
 PU1471  NGVD 29 (??/??/92)  869.302  (m)         2852.04   (f) ADJ UNCH    1 2
 PU1471
 PU1471.Superseded values are not recommended for survey control.
 PU1471
 PU1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1471.See file dsdata.pdf to determine how the superseded data were derived.
 PU1471
 PU1471_MARKER: DB = BENCH MARK DISK
 PU1471_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PU1471_SP_SET: BUILDING
 PU1471_STAMPING: X 418 1963
 PU1471_MARK LOGO: CGS
 PU1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1471+STABILITY: SURFACE MOTION
 PU1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1471+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1995
 PU1471
 PU1471  HISTORY     - Date     Condition        Report By
 PU1471  HISTORY     - 1963     MONUMENTED       CGS
 PU1471  HISTORY     - 19950513 GOOD             NGS
 PU1471  HISTORY     - 20120409 MARK NOT FOUND   INDIV
 PU1471
 PU1471                          STATION DESCRIPTION
 PU1471
 PU1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1471'AT BEAR BUTTE.
 PU1471'AT BEAR BUTEE, 1.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 PU1471'CATHOLIC CHURCH, SET VERTICALLY IN THE BRICK WALL OF THE
 PU1471'BUILDING, 2.0 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 PU1471'HIGHWAY.
 PU1471
 PU1471                          STATION RECOVERY (1995)
 PU1471
 PU1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1471'21.1 KM (13.10 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PU1471'OF INTERSTATE HIGHWAY 90 IN STURGIS (EXIT 30), SET VERTICALLY IN THE
 PU1471'EAST FACE OF THE BEAR BUTTE CATHOLIC CHURCH, 54.0 M (177.2 FT) NORTH
 PU1471'OF MILEPOST 47, 38.9 M (127.6 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 PU1471'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, AND 0.5 M (1.6
 PU1471'FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 PU1471
 PU1471                          STATION RECOVERY (2012)
 PU1471
 PU1471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1471'BUILDING REFACED WITH NEW BRICK
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0630 ***********************************************************************
 QS0630  DESIGNATION -  X 427
 QS0630  PID         -  QS0630
 QS0630  STATE/COUNTY-  SD/CORSON
 QS0630  COUNTRY     -  US
 QS0630  USGS QUAD   -  MCINTOSH SE (2017)
 QS0630
 QS0630                         *CURRENT SURVEY CONTROL
 QS0630  ______________________________________________________________________
 QS0630* NAD 83(1986) POSITION- 45 46 18.     (N) 101 19 43.     (W)   SCALED
 QS0630* NAVD 88 ORTHO HEIGHT -   614.002 (meters)     2014.44  (feet) ADJUSTED
 QS0630  ______________________________________________________________________
 QS0630  GEOID HEIGHT    -        -20.541 (meters)                     GEOID18
 QS0630  DYNAMIC HEIGHT  -        613.938 (meters)     2014.23  (feet) COMP
 QS0630  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 QS0630
 QS0630  VERT ORDER      -  FIRST     CLASS II
 QS0630
 QS0630.The horizontal coordinates were scaled from a map and have
 QS0630.an estimated accuracy of +/- 6 seconds.
 QS0630
 QS0630.The orthometric height was determined by differential leveling and
 QS0630.adjusted by the NATIONAL GEODETIC SURVEY
 QS0630.in June 1991.
 QS0630
 QS0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0630.GEOID18 height accuracy estimate available here.
 QS0630
 QS0630.Click photographs - Photos may exist for this station.
 QS0630
 QS0630.The dynamic height is computed by dividing the NAVD 88
 QS0630.geopotential number by the normal gravity value computed on the
 QS0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0630.degrees latitude (g = 980.6199 gals.).
 QS0630
 QS0630.The modeled gravity was interpolated from observed gravity values.
 QS0630
 QS0630;                    North         East    Units  Estimated Accuracy
 QS0630;SPC SD N     -   216,250.      496,660.      MT  (+/- 180 meters Scaled)
 QS0630
 QS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR189713(NAD 83)
 QS0630
 QS0630                          SUPERSEDED SURVEY CONTROL
 QS0630
 QS0630.No superseded survey control is available for this station.
 QS0630
 QS0630_MARKER: I = METAL ROD
 QS0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0630_STAMPING: X 427 1985
 QS0630_MARK LOGO: NGS
 QS0630_PROJECTION: FLUSH
 QS0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0630_ROD/PIPE-DEPTH: 6.1 meters
 QS0630
 QS0630  HISTORY     - Date     Condition        Report By
 QS0630  HISTORY     - 1985     MONUMENTED       NGS
 QS0630
 QS0630                          STATION DESCRIPTION
 QS0630
 QS0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0630'16.8 KM (10.45 MI) SOUTH FROM MCINTOSH.
 QS0630'16.8 KM (10.4 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0630'HIGHWAY 12 AT MCINTOSH, AT A DIRT ROAD LEADING EAST, 22.6 METERS (74
 QS0630'FT) EAST OF THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT) SOUTHEAST OF
 QS0630'THE SOUTH END OF A 30-INCH PIPE CULVERT, 10.7 METERS 35 FT) SOUTH OF
 QS0630'THE CENTER OF THE DIRT ROAD, 0.91 METER (3 FT) SOUTH OF A FENCE CORNER
 QS0630'AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 QS0630'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0630'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0630'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0644 ***********************************************************************
 QS0644  DESIGNATION -  X 428
 QS0644  PID         -  QS0644
 QS0644  STATE/COUNTY-  SD/CORSON
 QS0644  COUNTRY     -  US
 QS0644  USGS QUAD   -  BLACK HORSE SW (2017)
 QS0644
 QS0644                         *CURRENT SURVEY CONTROL
 QS0644  ______________________________________________________________________
 QS0644* NAD 83(1986) POSITION- 45 35 03.     (N) 101 25 03.     (W)   SCALED
 QS0644* NAVD 88 ORTHO HEIGHT -   678.414 (meters)     2225.76  (feet) ADJUSTED
 QS0644  ______________________________________________________________________
 QS0644  GEOID HEIGHT    -        -20.385 (meters)                     GEOID18
 QS0644  DYNAMIC HEIGHT  -        678.335 (meters)     2225.50  (feet) COMP
 QS0644  MODELED GRAVITY -    980,476.7   (mgal)                       NAVD 88
 QS0644
 QS0644  VERT ORDER      -  FIRST     CLASS II
 QS0644
 QS0644.The horizontal coordinates were scaled from a map and have
 QS0644.an estimated accuracy of +/- 6 seconds.
 QS0644
 QS0644.The orthometric height was determined by differential leveling and
 QS0644.adjusted by the NATIONAL GEODETIC SURVEY
 QS0644.in June 1991.
 QS0644
 QS0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0644.GEOID18 height accuracy estimate available here.
 QS0644
 QS0644.Click photographs - Photos may exist for this station.
 QS0644
 QS0644.The dynamic height is computed by dividing the NAVD 88
 QS0644.geopotential number by the normal gravity value computed on the
 QS0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0644.degrees latitude (g = 980.6199 gals.).
 QS0644
 QS0644.The modeled gravity was interpolated from observed gravity values.
 QS0644
 QS0644;                    North         East    Units  Estimated Accuracy
 QS0644;SPC SD N     -   195,530.      489,380.      MT  (+/- 180 meters Scaled)
 QS0644
 QS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR114506(NAD 83)
 QS0644
 QS0644                          SUPERSEDED SURVEY CONTROL
 QS0644
 QS0644.No superseded survey control is available for this station.
 QS0644
 QS0644_MARKER: I = METAL ROD
 QS0644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0644_STAMPING: X 428 1985
 QS0644_MARK LOGO: NGS
 QS0644_PROJECTION: FLUSH
 QS0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0644+STABILITY: POSITION/ELEVATION WELL
 QS0644_ROD/PIPE-DEPTH: 13.4 meters
 QS0644_SLEEVE-DEPTH  : 12.8 meters
 QS0644
 QS0644  HISTORY     - Date     Condition        Report By
 QS0644  HISTORY     - 1985     MONUMENTED       NGS
 QS0644
 QS0644                          STATION DESCRIPTION
 QS0644
 QS0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0644'21.7 KM (13.5 MI) NORTH FROM ISABEL.
 QS0644'21.7 KM (13.45 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT
 QS0644'ISABEL, AT MILEPOST 206.5, NEAR A CONCRETE CULVERT UNDER THE HIGHWAY
 QS0644'(USED AS A CATTLE UNDERPASS) IN THE CORNER OF TWO FENCES, 29.0 METERS
 QS0644'(95 FT) (SLOPE DISTANT) EAST OF THE HIGHWAY CENTERLINE, 3.1 METERS
 QS0644'(10.3 FT) NORTHWEST OF A FENCE CORNER, 2.3 METERS (7.7 FT) WEST OF THE
 QS0644'RIGHT-OF-WAY FENCE, 2.6 METERS (8.4 FT) NORTH OF A FENCE, 20.7 METERS
 QS0644'(68 FT) EAST-NORTHEAST OF THE EAST END OF THE CULVERT AND 24.1 METERS
 QS0644'(79 FT) SOUTH OF A CONCRETE RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM
 QS0644'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0644'THE MARK IS 2.3 METERS  W FROM  A WITNESS POST
 QS0644'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0640 ***********************************************************************
 OT0640  DESIGNATION -  X 429
 OT0640  PID         -  OT0640
 OT0640  STATE/COUNTY-  SD/FALL RIVER
 OT0640  COUNTRY     -  US
 OT0640  USGS QUAD   -  MINNEKAHTA (2017)
 OT0640
 OT0640                         *CURRENT SURVEY CONTROL
 OT0640  ______________________________________________________________________
 OT0640* NAD 83(1986) POSITION- 43 24 19.     (N) 103 42 24.     (W)   SCALED
 OT0640* NAVD 88 ORTHO HEIGHT -  1262.375 (meters)     4141.64  (feet) ADJUSTED
 OT0640  ______________________________________________________________________
 OT0640  GEOID HEIGHT    -        -14.898 (meters)                     GEOID18
 OT0640  DYNAMIC HEIGHT  -       1261.816 (meters)     4139.81  (feet) COMP
 OT0640  MODELED GRAVITY -    980,132.3   (mgal)                       NAVD 88
 OT0640
 OT0640  VERT ORDER      -  FIRST     CLASS II
 OT0640
 OT0640.The horizontal coordinates were scaled from a map and have
 OT0640.an estimated accuracy of +/- 6 seconds.
 OT0640
 OT0640.The orthometric height was determined by differential leveling and
 OT0640.adjusted by the NATIONAL GEODETIC SURVEY
 OT0640.in June 1991.
 OT0640
 OT0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0640.GEOID18 height accuracy estimate available here.
 OT0640
 OT0640.Click photographs - Photos may exist for this station.
 OT0640
 OT0640.The dynamic height is computed by dividing the NAVD 88
 OT0640.geopotential number by the normal gravity value computed on the
 OT0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0640.degrees latitude (g = 980.6199 gals.).
 OT0640
 OT0640.The modeled gravity was interpolated from observed gravity values.
 OT0640
 OT0640;                    North         East    Units  Estimated Accuracy
 OT0640;SPC SD S     -   124,630.      326,850.      MT  (+/- 180 meters Scaled)
 OT0640
 OT0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ047066(NAD 83)
 OT0640
 OT0640                          SUPERSEDED SURVEY CONTROL
 OT0640
 OT0640.No superseded survey control is available for this station.
 OT0640
 OT0640_MARKER: I = METAL ROD
 OT0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0640_STAMPING: X 429 1985
 OT0640_MARK LOGO: NGS
 OT0640_PROJECTION: FLUSH
 OT0640_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0640+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 OT0640_ROD/PIPE-DEPTH: 8.5 meters
 OT0640
 OT0640  HISTORY     - Date     Condition        Report By
 OT0640  HISTORY     - 1985     MONUMENTED       NGS
 OT0640  HISTORY     - 19950418 GOOD             NGS
 OT0640  HISTORY     - 20050801 GOOD             USPSQD
 OT0640
 OT0640                          STATION DESCRIPTION
 OT0640
 OT0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0640'15.7 KM (9.75 MI) NE FROM EDGEMONT.
 OT0640'15.75 KM (9.85 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0640'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0640'0.7 KM (0.45 MI) NORTH OF MILEPOST 22, 23.5 METERS (77 FT) WEST OF THE
 OT0640'HIGHWAY CENTERLINE, 1.5 METERS (5 FT) SOUTHWEST OF A FENCE CORNER POST
 OT0640'FOR AN ANGLED OFFSET IN THE RIGHT-OF-WAY FENCE, 0.9 METER (3 FT)
 OT0640'NORTHEAST OF THE Y JUNCTION OF FENCE LINES AND 0.3 METER (1 FT)
 OT0640'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OT0640'HAD THROUGH A 5-INCH LOGO CAP.
 OT0640'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0640'THE MARK IS 2.1 M BELOW THE HIGHWAY.
 OT0640
 OT0640                          STATION RECOVERY (1995)
 OT0640
 OT0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0640'15.8 KM (9.80 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0640'INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD IN EDGEMONT, 967.0 M
 OT0640'(3172.6 FT) WEST OF MILEPOST 23, 23.5 M (77.1 FT) WEST OF THE HIGHWAY
 OT0640'CENTERLINE, 3.8 M (12.5 FT) NORTHEAST OF THE SOUTH END OF 6 BRACED
 OT0640'FENCE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M (4.9
 OT0640'FT) SOUTH OF A RIGHT-OF-WAY POST, 1.2 M (3.9 FT) NORTHEAST OF A
 OT0640'T-FENCE CORNER, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3
 OT0640'FT) EAST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OT0640'5-INCH LOGO CAP.
 OT0640
 OT0640                          STATION RECOVERY (2005)
 OT0640
 OT0640'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGH)
 OT0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0667 ***********************************************************************
 OT0667  DESIGNATION -  X 430
 OT0667  PID         -  OT0667
 OT0667  STATE/COUNTY-  SD/CUSTER
 OT0667  COUNTRY     -  US
 OT0667  USGS QUAD   -  FAIRBURN (2017)
 OT0667
 OT0667                         *CURRENT SURVEY CONTROL
 OT0667  ______________________________________________________________________
 OT0667* NAD 83(1986) POSITION- 43 41 58.     (N) 103 14 56.     (W)   SCALED
 OT0667* NAVD 88 ORTHO HEIGHT -  1085.916 (meters)     3562.71  (feet) ADJUSTED
 OT0667  ______________________________________________________________________
 OT0667  GEOID HEIGHT    -        -15.926 (meters)                     GEOID18
 OT0667  DYNAMIC HEIGHT  -       1085.498 (meters)     3561.34  (feet) COMP
 OT0667  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 OT0667
 OT0667  VERT ORDER      -  FIRST     CLASS II
 OT0667
 OT0667.The horizontal coordinates were scaled from a map and have
 OT0667.an estimated accuracy of +/- 6 seconds.
 OT0667
 OT0667.The orthometric height was determined by differential leveling and
 OT0667.adjusted by the NATIONAL GEODETIC SURVEY
 OT0667.in June 1991.
 OT0667
 OT0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0667.GEOID18 height accuracy estimate available here.
 OT0667
 OT0667.Click photographs - Photos may exist for this station.
 OT0667
 OT0667.The dynamic height is computed by dividing the NAVD 88
 OT0667.geopotential number by the normal gravity value computed on the
 OT0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0667.degrees latitude (g = 980.6199 gals.).
 OT0667
 OT0667.The modeled gravity was interpolated from observed gravity values.
 OT0667
 OT0667;                    North         East    Units  Estimated Accuracy
 OT0667;SPC SD S     -   155,890.      365,050.      MT  (+/- 180 meters Scaled)
 OT0667
 OT0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ411399(NAD 83)
 OT0667
 OT0667                          SUPERSEDED SURVEY CONTROL
 OT0667
 OT0667.No superseded survey control is available for this station.
 OT0667
 OT0667_MARKER: I = METAL ROD
 OT0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0667_STAMPING: X 430 1985
 OT0667_MARK LOGO: NGS
 OT0667_PROJECTION: FLUSH
 OT0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0667_ROD/PIPE-DEPTH: 3.2 meters
 OT0667
 OT0667  HISTORY     - Date     Condition        Report By
 OT0667  HISTORY     - 1985     MONUMENTED       NGS
 OT0667
 OT0667                          STATION DESCRIPTION
 OT0667
 OT0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0667'17.7 KM (11.0 MI) SOUTH FROM HERMOSA.
 OT0667'17.7 KM (11.05 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0667'STATE HIGHWAY 40 EAST AT HERMOSA, AT THE WEST END OF A LONG FILL, 2.45
 OT0667'KM (1.55 MI) NORTHEAST OF THE CROSSING OF FRENCH CREEK, 0.72 KM (0.45
 OT0667'MI) WEST OF MILEPOST 50, 28.7 METERS (94 FT) NORTHWEST OF THE HIGHWAY
 OT0667'CENTERLINE, 31.1 METERS (102 FT) WEST OF THE NORTHWEST END OF A
 OT0667'24-INCH CONCRETE PIPE CULVERT AND 0.5 METER (1.5 FT) SOUTHEAST OF THE
 OT0667'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0667'5-INCH LOGO CAP.
 OT0667'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OT0667'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0691 ***********************************************************************
 OT0691  DESIGNATION -  X 431
 OT0691  PID         -  OT0691
 OT0691  STATE/COUNTY-  SD/PENNINGTON
 OT0691  COUNTRY     -  US
 OT0691  USGS QUAD   -  CAPUTA NE (2017)
 OT0691
 OT0691                         *CURRENT SURVEY CONTROL
 OT0691  ______________________________________________________________________
 OT0691* NAD 83(1986) POSITION- 43 56 54.     (N) 102 50 21.     (W)   SCALED
 OT0691* NAVD 88 ORTHO HEIGHT -   846.575 (meters)     2777.47  (feet) ADJUSTED
 OT0691  ______________________________________________________________________
 OT0691  GEOID HEIGHT    -        -17.405 (meters)                     GEOID18
 OT0691  DYNAMIC HEIGHT  -        846.302 (meters)     2776.58  (feet) COMP
 OT0691  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 OT0691
 OT0691  VERT ORDER      -  FIRST     CLASS II
 OT0691
 OT0691.The horizontal coordinates were scaled from a map and have
 OT0691.an estimated accuracy of +/- 6 seconds.
 OT0691
 OT0691.The orthometric height was determined by differential leveling and
 OT0691.adjusted by the NATIONAL GEODETIC SURVEY
 OT0691.in June 1991.
 OT0691
 OT0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0691.GEOID18 height accuracy estimate available here.
 OT0691
 OT0691.Click photographs - Photos may exist for this station.
 OT0691
 OT0691.The dynamic height is computed by dividing the NAVD 88
 OT0691.geopotential number by the normal gravity value computed on the
 OT0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0691.degrees latitude (g = 980.6199 gals.).
 OT0691
 OT0691.The modeled gravity was interpolated from observed gravity values.
 OT0691
 OT0691;                    North         East    Units  Estimated Accuracy
 OT0691;SPC SD S     -   182,450.      398,890.      MT  (+/- 180 meters Scaled)
 OT0691
 OT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ733684(NAD 83)
 OT0691
 OT0691                          SUPERSEDED SURVEY CONTROL
 OT0691
 OT0691.No superseded survey control is available for this station.
 OT0691
 OT0691_MARKER: I = METAL ROD
 OT0691_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0691+WITH SETTING: INFORMATION.
 OT0691_STAMPING: X 431 1985
 OT0691_MARK LOGO: NGS
 OT0691_PROJECTION: FLUSH
 OT0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0691+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 OT0691_ROD/PIPE-DEPTH: 2.4 meters
 OT0691
 OT0691  HISTORY     - Date     Condition        Report By
 OT0691  HISTORY     - 1985     MONUMENTED       NGS
 OT0691  HISTORY     - 20120517 GOOD             INDIV
 OT0691
 OT0691                          STATION DESCRIPTION
 OT0691
 OT0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0691'34.0 KM (21.1 MI) SE FROM RAPID CITY.
 OT0691'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0691'RAPID CITY, THENCE 33.7 KM (21.05 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0691'44, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF COUNTY ROAD 499, 0.35
 OT0691'KM (0.22 MI) SOUTHEAST OF MILEPOST 67, 0.2 KM (0.13 MI) SOUTHEAST OF A
 OT0691'HIGH TENSION POWER LINE CROSSING THE HIGHWAY, 29.9 METERS (98 FT)
 OT0691'SOUTHWEST OF THE HIGHWAY CENTERLINE, 17.4 METERS (57 FT) WEST OF THE
 OT0691'CENTER OF THE ROAD AND 0.3 METER (1 FT) NORTHEAST OF A FENCE T
 OT0691'JUNCTION.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT
 OT0691'IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0691'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0691'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OT0691
 OT0691                          STATION RECOVERY (2012)
 OT0691
 OT0691'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0920 ***********************************************************************
 PT0920  DESIGNATION -  X 432
 PT0920  PID         -  PT0920
 PT0920  STATE/COUNTY-  SD/STANLEY
 PT0920  COUNTRY     -  US
 PT0920  USGS QUAD   -  MAY RANCH (2017)
 PT0920
 PT0920                         *CURRENT SURVEY CONTROL
 PT0920  ______________________________________________________________________
 PT0920* NAD 83(1986) POSITION- 44 20 32.     (N) 101 07 40.     (W)   SCALED
 PT0920* NAVD 88 ORTHO HEIGHT -   626.502 (meters)     2055.45  (feet) ADJUSTED
 PT0920  ______________________________________________________________________
 PT0920  GEOID HEIGHT    -        -22.395 (meters)                     GEOID18
 PT0920  DYNAMIC HEIGHT  -        626.343 (meters)     2054.93  (feet) COMP
 PT0920  MODELED GRAVITY -    980,346.0   (mgal)                       NAVD 88
 PT0920
 PT0920  VERT ORDER      -  FIRST     CLASS II
 PT0920
 PT0920.The horizontal coordinates were scaled from a map and have
 PT0920.an estimated accuracy of +/- 6 seconds.
 PT0920
 PT0920.The orthometric height was determined by differential leveling and
 PT0920.adjusted by the NATIONAL GEODETIC SURVEY
 PT0920.in June 1991.
 PT0920
 PT0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0920.GEOID18 height accuracy estimate available here.
 PT0920
 PT0920.Click photographs - Photos may exist for this station.
 PT0920
 PT0920.The dynamic height is computed by dividing the NAVD 88
 PT0920.geopotential number by the normal gravity value computed on the
 PT0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0920.degrees latitude (g = 980.6199 gals.).
 PT0920
 PT0920.The modeled gravity was interpolated from observed gravity values.
 PT0920
 PT0920;                    North         East    Units  Estimated Accuracy
 PT0920;SPC SD S     -   223,480.      536,650.      MT  (+/- 180 meters Scaled)
 PT0920
 PT0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ303120(NAD 83)
 PT0920
 PT0920                          SUPERSEDED SURVEY CONTROL
 PT0920
 PT0920.No superseded survey control is available for this station.
 PT0920
 PT0920_MARKER: I = METAL ROD
 PT0920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0920_STAMPING: X 432 1985
 PT0920_MARK LOGO: NGS
 PT0920_PROJECTION: FLUSH
 PT0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0920+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0920_ROD/PIPE-DEPTH: 9.8 meters
 PT0920
 PT0920  HISTORY     - Date     Condition        Report By
 PT0920  HISTORY     - 1985     MONUMENTED       NGS
 PT0920  HISTORY     - 20130116 GOOD             INDIV
 PT0920
 PT0920                          STATION DESCRIPTION
 PT0920
 PT0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0920'31.5 KM (19.6 MI) NORTH FROM MIDLAND.
 PT0920'31.49 KM (19.57 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0920'FROM THEIR JUNCTION AT MIDLAND, IN THE CENTER OF A TRIPLE WOODEN POST
 PT0920'BRACE ON TOP OF THE NORTH END OF A LOW CUT, 0.24 KM (0.15 MI) SOUTH OF
 PT0920'THE SOUTH END OF A BRIDGE OVER PLUM CREEK, 30.2 METERS (99 FT) EAST OF
 PT0920'THE HIGHWAY CENTERLINE, 51.8 METERS (170 FT) SOUTHEAST OF MILEPOST 188
 PT0920'AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 PT0920'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0920'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0920'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 PT0920
 PT0920                          STATION RECOVERY (2013)
 PT0920
 PT0920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0961 ***********************************************************************
 PT0961  DESIGNATION -  X 433
 PT0961  PID         -  PT0961
 PT0961  STATE/COUNTY-  SD/ZIEBACH
 PT0961  COUNTRY     -  US
 PT0961  USGS QUAD   -  HIGH ELK HILL SE (2017)
 PT0961
 PT0961                         *CURRENT SURVEY CONTROL
 PT0961  ______________________________________________________________________
 PT0961* NAD 83(1986) POSITION- 44 51 50.     (N) 101 16 37.     (W)   SCALED
 PT0961* NAVD 88 ORTHO HEIGHT -   617.555 (meters)     2026.10  (feet) ADJUSTED
 PT0961  ______________________________________________________________________
 PT0961  GEOID HEIGHT    -        -21.425 (meters)                     GEOID18
 PT0961  DYNAMIC HEIGHT  -        617.436 (meters)     2025.70  (feet) COMP
 PT0961  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 PT0961
 PT0961  VERT ORDER      -  FIRST     CLASS II
 PT0961
 PT0961.The horizontal coordinates were scaled from a map and have
 PT0961.an estimated accuracy of +/- 6 seconds.
 PT0961
 PT0961.The orthometric height was determined by differential leveling and
 PT0961.adjusted by the NATIONAL GEODETIC SURVEY
 PT0961.in June 1991.
 PT0961
 PT0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0961.GEOID18 height accuracy estimate available here.
 PT0961
 PT0961.Click photographs - Photos may exist for this station.
 PT0961
 PT0961.The dynamic height is computed by dividing the NAVD 88
 PT0961.geopotential number by the normal gravity value computed on the
 PT0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0961.degrees latitude (g = 980.6199 gals.).
 PT0961
 PT0961.The modeled gravity was interpolated from observed gravity values.
 PT0961
 PT0961;                    North         East    Units  Estimated Accuracy
 PT0961;SPC SD N     -   115,310.      499,090.      MT  (+/- 180 meters Scaled)
 PT0961
 PT0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ201703(NAD 83)
 PT0961
 PT0961                          SUPERSEDED SURVEY CONTROL
 PT0961
 PT0961.No superseded survey control is available for this station.
 PT0961
 PT0961_MARKER: I = METAL ROD
 PT0961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PT0961_STAMPING: X 433 1985
 PT0961_MARK LOGO: NGS
 PT0961_PROJECTION: FLUSH
 PT0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PT0961+STABILITY: POSITION/ELEVATION WELL
 PT0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0961+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 PT0961_ROD/PIPE-DEPTH: 14.6 meters
 PT0961_SLEEVE-DEPTH  : 12.2 meters
 PT0961
 PT0961  HISTORY     - Date     Condition        Report By
 PT0961  HISTORY     - 1985     MONUMENTED       NGS
 PT0961  HISTORY     - 20110420 GOOD             INDIV
 PT0961
 PT0961                          STATION DESCRIPTION
 PT0961
 PT0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0961'19.9 KM (12.35 MI) SOUTH FROM EAGLE BUTTE.
 PT0961'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0961'STREET AT EAGLE BUTTE, THENCE 16.38 KM (10.18 MI) SOUTH ALONG STATE
 PT0961'HIGHWAY 63, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 PT0961'LEADING EAST, 0.64 KM (0.40 MI) SOUTH OF MILEPOST 158, 130.8 METERS
 PT0961'(429 FT) EAST OF THE HIGHWAY CENTERLINE, 22.3 METERS (73 FT) NORTH OF
 PT0961'THE CENTER OF THE GRAVEL ROAD, 118.3 METERS (388 FT) EAST OF BENCH
 PT0961'MARK E 72, 2.3 METERS (7.5 FT) SOUTHEAST OF A POWER POLE WITH A
 PT0961'TRANSFORMER AND 0.9 METER (3 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 PT0961'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0961'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PT0961'THE MARK IS 1.0 M ABOVE THE ROAD.
 PT0961
 PT0961                          STATION RECOVERY (2011)
 PT0961
 PT0961'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PT0961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0590 ***********************************************************************
 QS0590  DESIGNATION -  X 434
 QS0590  PID         -  QS0590
 QS0590  STATE/COUNTY-  SD/ZIEBACH
 QS0590  COUNTRY     -  US
 QS0590  USGS QUAD   -  DUPREE (2017)
 QS0590
 QS0590                         *CURRENT SURVEY CONTROL
 QS0590  ______________________________________________________________________
 QS0590* NAD 83(1986) POSITION- 45 02 47.     (N) 101 30 40.     (W)   SCALED
 QS0590* NAVD 88 ORTHO HEIGHT -   709.945 (meters)     2329.21  (feet) ADJUSTED
 QS0590  ______________________________________________________________________
 QS0590  GEOID HEIGHT    -        -20.741 (meters)                     GEOID18
 QS0590  DYNAMIC HEIGHT  -        709.803 (meters)     2328.75  (feet) COMP
 QS0590  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 QS0590
 QS0590  VERT ORDER      -  FIRST     CLASS II
 QS0590
 QS0590.The horizontal coordinates were scaled from a map and have
 QS0590.an estimated accuracy of +/- 6 seconds.
 QS0590
 QS0590.The orthometric height was determined by differential leveling and
 QS0590.adjusted by the NATIONAL GEODETIC SURVEY
 QS0590.in June 1991.
 QS0590
 QS0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0590.GEOID18 height accuracy estimate available here.
 QS0590
 QS0590.Click photographs - Photos may exist for this station.
 QS0590
 QS0590.The dynamic height is computed by dividing the NAVD 88
 QS0590.geopotential number by the normal gravity value computed on the
 QS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0590.degrees latitude (g = 980.6199 gals.).
 QS0590
 QS0590.The modeled gravity was interpolated from observed gravity values.
 QS0590
 QS0590;                    North         East    Units  Estimated Accuracy
 QS0590;SPC SD N     -   135,910.      480,960.      MT  (+/- 180 meters Scaled)
 QS0590
 QS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ022911(NAD 83)
 QS0590
 QS0590                          SUPERSEDED SURVEY CONTROL
 QS0590
 QS0590.No superseded survey control is available for this station.
 QS0590
 QS0590_MARKER: I = METAL ROD
 QS0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0590_STAMPING: X 434 1985
 QS0590_MARK LOGO: NGS
 QS0590_PROJECTION: FLUSH
 QS0590_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0590+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0590_ROD/PIPE-DEPTH: 4.0 meters
 QS0590
 QS0590  HISTORY     - Date     Condition        Report By
 QS0590  HISTORY     - 1985     MONUMENTED       NGS
 QS0590  HISTORY     - 19960425 GOOD             NGS
 QS0590  HISTORY     - 20120712 GOOD             INDIV
 QS0590
 QS0590                          STATION DESCRIPTION
 QS0590
 QS0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0590'7.7 KM (4.8 MI) EAST FROM DUPREE.
 QS0590'7.69 KM (4.78 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0590'STREET AT DUPREE, 1.70 KM (1.06 MI) NORTHWEST OF THE ZIEBACH-DEWEY
 QS0590'COUNTY LINE, 30.5 METERS (100 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 QS0590'69.8 METERS (229 FT) WEST-SOUTHWEST OF THE SOUTHWEST END OF A 60-INCH
 QS0590'CONCRETE PIPE CULVERT, 55.5 METERS (182 FT) SOUTH-SOUTHEAST OF
 QS0590'MILEPOST 141 AND 0.9 METER (3 FT) NORTHWEST OF AN ABANDON TELEPHONE
 QS0590'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0590'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QS0590'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 QS0590
 QS0590                          STATION RECOVERY (1996)
 QS0590
 QS0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0590'7.7 KM (4.80 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0590'MAIN STREET IN DUPREE, 69.8 M (229.0 FT) WEST OF THE SOUTHWEST END OF
 QS0590'A CULVERT UNDER THE HIGHWAY, 55.5 M (182.1 FT) SOUTHEAST OF MILEPOST
 QS0590'141, 30.5 M (100.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6
 QS0590'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 QS0590'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 QS0590'LOGO CAP.
 QS0590
 QS0590                          STATION RECOVERY (2012)
 QS0590
 QS0590'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0714 ***********************************************************************
 OT0714  CBN         -  This is a Cooperative Base Network Control Station.
 OT0714  DESIGNATION -  X 435
 OT0714  PID         -  OT0714
 OT0714  STATE/COUNTY-  SD/PENNINGTON
 OT0714  COUNTRY     -  US
 OT0714  USGS QUAD   -  IMLAY (2017)
 OT0714
 OT0714                         *CURRENT SURVEY CONTROL
 OT0714  ______________________________________________________________________
 OT0714* NAD 83(2011) POSITION- 43 42 57.96135(N) 102 23 50.09291(W)   ADJUSTED
 OT0714* NAD 83(2011) ELLIP HT-   781.436 (meters)        (06/27/12)   ADJUSTED
 OT0714* NAD 83(2011) EPOCH   -  2010.00
 OT0714* NAVD 88 ORTHO HEIGHT -   800.065 (meters)     2624.88  (feet) ADJUSTED
 OT0714  ______________________________________________________________________
 OT0714  GEOID HEIGHT    -        -18.634 (meters)                     GEOID18
 OT0714  NAD 83(2011) X  -   -991,409.018 (meters)                     COMP
 OT0714  NAD 83(2011) Y  - -4,510,219.716 (meters)                     COMP
 OT0714  NAD 83(2011) Z  -  4,385,886.648 (meters)                     COMP
 OT0714  LAPLACE CORR    -         -7.82  (seconds)                    DEFLEC18
 OT0714  DYNAMIC HEIGHT  -        799.800 (meters)     2624.01  (feet) COMP
 OT0714  MODELED GRAVITY -    980,261.8   (mgal)                       NAVD 88
 OT0714
 OT0714  VERT ORDER      -  FIRST     CLASS II
 OT0714
 OT0714  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0714  Standards:
 OT0714         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0714            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0714  -------------------------------------------------------------------
 OT0714  NETWORK    0.83   2.12           0.39   0.26   1.08     -0.06222403
 OT0714  -------------------------------------------------------------------
 OT0714  Click here for local accuracies and other accuracy information.
 OT0714
 OT0714.The horizontal coordinates were established by GPS observations
 OT0714.and adjusted by the National Geodetic Survey in June 2012.
 OT0714
 OT0714.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0714.been affixed to the stable North American tectonic plate. See 
 OT0714.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0714
 OT0714.The horizontal coordinates are valid at the epoch date displayed above
 OT0714.which is a decimal equivalence of Year/Month/Day.
 OT0714
 OT0714.The orthometric height was determined by differential leveling and
 OT0714.adjusted by the NATIONAL GEODETIC SURVEY
 OT0714.in June 1991.
 OT0714
 OT0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0714.GEOID18 height accuracy estimate available here.
 OT0714
 OT0714.Click photographs - Photos may exist for this station.
 OT0714
 OT0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0714
 OT0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0714
 OT0714.The ellipsoidal height was determined by GPS observations
 OT0714.and is referenced to NAD 83.
 OT0714
 OT0714.The dynamic height is computed by dividing the NAVD 88
 OT0714.geopotential number by the normal gravity value computed on the
 OT0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0714.degrees latitude (g = 980.6199 gals.).
 OT0714
 OT0714.The modeled gravity was interpolated from observed gravity values.
 OT0714
 OT0714. The following values were computed from the NAD 83(2011) position.
 OT0714
 OT0714;                    North         East     Units Scale Factor Converg.
 OT0714;SPC SD S     -   155,679.906   433,706.327   MT  0.99990832   -1 25 25.7
 OT0714;SPC SD S     -   510,759.82  1,422,918.17   sFT  0.99990832   -1 25 25.7
 OT0714;UTM  13      - 4,843,633.827   709,669.110   MT  1.00014075   +1 47 57.8
 OT0714
 OT0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0714!SPC SD S     -   0.99987748  x   0.99990832  =   0.99978581
 OT0714!UTM  13      -   0.99987748  x   1.00014075  =   1.00001821
 OT0714
 OT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ0966943633(NAD 83)
 OT0714
 OT0714                          SUPERSEDED SURVEY CONTROL
 OT0714
 OT0714  NAD 83(2007)-  43 42 57.96123(N)    102 23 50.09403(W) AD(2002.00) 0
 OT0714  ELLIP H (02/10/07)  781.464  (m)                       GP(2002.00)    
 OT0714  ELLIP H (04/15/04)  781.452  (m)                       GP(       ) 2 1
 OT0714  NAD 83(1996)-  43 42 57.96060(N)    102 23 50.09415(W) AD(       ) B
 OT0714  ELLIP H (04/18/97)  781.494  (m)                       GP(       ) 4 1
 OT0714  NAVD 88             800.07   (m)         2624.9    (f) LEVELING    3  
 OT0714
 OT0714.Superseded values are not recommended for survey control.
 OT0714
 OT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0714.See file dsdata.pdf to determine how the superseded data were derived.
 OT0714
 OT0714_MARKER: I = METAL ROD
 OT0714_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0714_STAMPING: X 435 1985
 OT0714_MARK LOGO: NGS
 OT0714_PROJECTION: FLUSH
 OT0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0714+STABILITY: POSITION/ELEVATION WELL
 OT0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0714+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1996
 OT0714_ROD/PIPE-DEPTH: 12.8 meters
 OT0714_SLEEVE-DEPTH  : 12.2 meters
 OT0714
 OT0714  HISTORY     - Date     Condition        Report By
 OT0714  HISTORY     - 1985     MONUMENTED       NGS
 OT0714  HISTORY     - 19960916 GOOD             NGS
 OT0714
 OT0714                          STATION DESCRIPTION
 OT0714
 OT0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0714'16.5 KM (10.25 MI) SE FROM SCENIC.
 OT0714'0.75 KM (0.45 MI) NORTH ALONG COUNTY ROAD C 589 FROM THE POST OFFICE
 OT0714'IN SCENIC, THENCE 15.8 KM (9.9 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0714'IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD AT THE OLD TOWN
 OT0714'SITE OF IMLAY, 0.3 KM (0.2 MI) EAST OF MILEPOST 97, 30.5 METERS (100
 OT0714'FT) NORTH OF THE HIGHWAY CENTERLINE, 28.5 METERS (93.5 FT) EAST OF THE
 OT0714'CENTER OF THE ROAD AND A CATTLE GUARD AND 0.7 METER (2.5 FT) SOUTH OF
 OT0714'THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0714'5-INCH LOGO CAP.
 OT0714'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OT0714'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OT0714
 OT0714                          STATION RECOVERY (1996)
 OT0714
 OT0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0714'THE STATION IS LOCATED ABOUT 33.3 KM (20.70 MI) SOUTH-SOUTHWEST OF
 OT0714'WALL, 33.3 KM (20.70 MI) WEST OF INTERIOR, 16.1 KM (10.00 MI)
 OT0714'SOUTHEAST OF SCENIC AND 0.08 KM (0.05 MI) EAST OF MILEPOST 97 ON STATE
 OT0714'HIGHWAY 44.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OT0714'STATION FROM THE POST OFFICE IN SCENIC, GO NORTH ON COUNTY ROAD C589
 OT0714'FOR 0.5 KM (0.30 MI) TO THE JUNCTION OF STATE HIGHWAY 44, TURN RIGHT
 OT0714'AND GO EAST ON STATE HIGHWAY 44 FOR 15.2 KM (9.45 MI) TO THE STATION
 OT0714'ON THE LEFT, AT THE OLD TOWNSITE OF IMLAY.  THE STATION IS LOCATED
 OT0714'30.5 M (100.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.2 M (92.5 FT)
 OT0714'EAST OF THE CENTER OF A GRAVELED ROAD AND A CATTLE GUARD, 1.2 M (3.9
 OT0714'FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTHEAST OF A
 OT0714'WITNESS POST AND A FENCE POST, AND 0.8 M (2.6 FT) SOUTH OF A FENCE.
 OT0714'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0617 ***********************************************************************
 QS0617  DESIGNATION -  X 438
 QS0617  PID         -  QS0617
 QS0617  STATE/COUNTY-  SD/ZIEBACH
 QS0617  COUNTRY     -  US
 QS0617  USGS QUAD   -  ISABEL (2017)
 QS0617
 QS0617                         *CURRENT SURVEY CONTROL
 QS0617  ______________________________________________________________________
 QS0617* NAD 83(1986) POSITION- 45 23 06.     (N) 101 29 12.     (W)   SCALED
 QS0617* NAVD 88 ORTHO HEIGHT -   723.205 (meters)     2372.72  (feet) ADJUSTED
 QS0617  ______________________________________________________________________
 QS0617  GEOID HEIGHT    -        -20.449 (meters)                     GEOID18
 QS0617  DYNAMIC HEIGHT  -        723.093 (meters)     2372.35  (feet) COMP
 QS0617  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 QS0617
 QS0617  VERT ORDER      -  FIRST     CLASS II
 QS0617
 QS0617.The horizontal coordinates were scaled from a map and have
 QS0617.an estimated accuracy of +/- 6 seconds.
 QS0617
 QS0617.The orthometric height was determined by differential leveling and
 QS0617.adjusted by the NATIONAL GEODETIC SURVEY
 QS0617.in June 1991.
 QS0617
 QS0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0617.GEOID18 height accuracy estimate available here.
 QS0617
 QS0617.Click photographs - Photos may exist for this station.
 QS0617
 QS0617.The dynamic height is computed by dividing the NAVD 88
 QS0617.geopotential number by the normal gravity value computed on the
 QS0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0617.degrees latitude (g = 980.6199 gals.).
 QS0617
 QS0617.The modeled gravity was interpolated from observed gravity values.
 QS0617
 QS0617;                    North         East    Units  Estimated Accuracy
 QS0617;SPC SD N     -   173,500.      483,580.      MT  (+/- 180 meters Scaled)
 QS0617
 QS0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR053287(NAD 83)
 QS0617
 QS0617                          SUPERSEDED SURVEY CONTROL
 QS0617
 QS0617.No superseded survey control is available for this station.
 QS0617
 QS0617_MARKER: F = FLANGE-ENCASED ROD
 QS0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0617_STAMPING: X 438 1985
 QS0617_MARK LOGO: NGS
 QS0617_PROJECTION: FLUSH
 QS0617_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0617+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0617_ROD/PIPE-DEPTH: 7.3 meters
 QS0617
 QS0617  HISTORY     - Date     Condition        Report By
 QS0617  HISTORY     - 1985     MONUMENTED       NGS
 QS0617  HISTORY     - 19990622 GOOD             NGS
 QS0617
 QS0617                          STATION DESCRIPTION
 QS0617
 QS0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0617'5.3 KM (3.3 MI) SW FROM ISABEL.
 QS0617'5.26 KM (3.27 MI) SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE POST
 QS0617'OFFICE AT ISABEL, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF STATE
 QS0617'HIGHWAY 20 LEADING WEST AND STATE HIGHWAY 65 LEADING SOUTH, IN THE
 QS0617'CENTER OF THE NORTHWEST ONE OF TWO TRIPLE WOODEN POST BRACES AT AN
 QS0617'ANGLED OFFSET IN THE RIGHT-OF-WAY FENCE, 0.23 KM (0.14 MI) WEST OF
 QS0617'MILEPOST 138, 32.0 METERS (105 FT) WEST OF THE CENTER OF STATE HIGHWAY
 QS0617'65, 58.5 METERS (192 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 20, 2.7
 QS0617'METERS (9 FT) NORTHWEST OF THE ANGLED OFFSET IN THE FENCE AND 0.5
 QS0617'METER (1.5 FT) NORTHEAST OF THE NORTHWEST-SOUTHEAST PORTION OF THE
 QS0617'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0617'5-INCH LOGO CAP.
 QS0617'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QS0617'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 QS0617
 QS0617                          STATION RECOVERY (1999)
 QS0617
 QS0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0617'5.2 KM (3.25 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0617'IN ISABEL, 682.5 M (2239.2 FT) EAST OF MILEPOST 137, 58.6 M (192.3 FT)
 QS0617'SOUTH OF THE HIGHWAY CENTERLINE, 31.9 M (104.7 FT) WEST OF THE
 QS0617'CENTERLINE OF STATE HIGHWAY 65, 2.7 M (8.9 FT) NORTHWEST OF A FENCE
 QS0617'CORNER, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAYS, 0.3 M (1.0 FT)
 QS0617'NORTHEAST OF A FENCE, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST.
 QS0617'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 QS0617'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0071 ***********************************************************************
 PS0071  DESIGNATION -  X 44
 PS0071  PID         -  PS0071
 PS0071  STATE/COUNTY-  SD/JERAULD
 PS0071  COUNTRY     -  US
 PS0071  USGS QUAD   -  ALPENA (2017)
 PS0071
 PS0071                         *CURRENT SURVEY CONTROL
 PS0071  ______________________________________________________________________
 PS0071* NAD 83(1986) POSITION- 44 10 10.     (N) 098 21 12.     (W)   SCALED
 PS0071* NAVD 88 ORTHO HEIGHT -   402.016 (meters)     1318.95  (feet) ADJUSTED
 PS0071  ______________________________________________________________________
 PS0071  GEOID HEIGHT    -        -25.273 (meters)                     GEOID18
 PS0071  DYNAMIC HEIGHT  -        401.939 (meters)     1318.69  (feet) COMP
 PS0071  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 PS0071
 PS0071  VERT ORDER      -  FIRST     CLASS II
 PS0071
 PS0071.The horizontal coordinates were scaled from a map and have
 PS0071.an estimated accuracy of +/- 6 seconds.
 PS0071
 PS0071.The orthometric height was determined by differential leveling and
 PS0071.adjusted by the NATIONAL GEODETIC SURVEY
 PS0071.in June 1991.
 PS0071
 PS0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0071.GEOID18 height accuracy estimate available here.
 PS0071
 PS0071.Click photographs - Photos may exist for this station.
 PS0071
 PS0071.The dynamic height is computed by dividing the NAVD 88
 PS0071.geopotential number by the normal gravity value computed on the
 PS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0071.degrees latitude (g = 980.6199 gals.).
 PS0071
 PS0071.The modeled gravity was interpolated from observed gravity values.
 PS0071
 PS0071;                    North         East    Units  Estimated Accuracy
 PS0071;SPC SD S     -   205,870.      758,330.      MT  (+/- 180 meters Scaled)
 PS0071
 PS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP516908(NAD 83)
 PS0071
 PS0071                          SUPERSEDED SURVEY CONTROL
 PS0071
 PS0071  NGVD 29 (??/??/92)  401.720  (m)         1317.98   (f) ADJ UNCH    1 2
 PS0071
 PS0071.Superseded values are not recommended for survey control.
 PS0071
 PS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0071.See file dsdata.pdf to determine how the superseded data were derived.
 PS0071
 PS0071_MARKER: DB = BENCH MARK DISK
 PS0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0071_STAMPING: X 44 1934
 PS0071_MARK LOGO: CGS
 PS0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0071+STABILITY: SURFACE MOTION
 PS0071
 PS0071  HISTORY     - Date     Condition        Report By
 PS0071  HISTORY     - 1934     MONUMENTED       CGS
 PS0071
 PS0071                          STATION DESCRIPTION
 PS0071
 PS0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0071'1 MI SE FROM ALPENA.
 PS0071'ABOUT 1 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PS0071'AND PACIFIC RAILROAD FROM THE STATION AT ALPENA, JERAULD COUNTY,
 PS0071'ABOUT 1 POLE SOUTH OF MILEPOST 37, ABOUT 1 POLE SOUTH OF A
 PS0071'ROAD CROSSING, 39 FEET EAST OF THE CENTER LINE OF THE TRACK,
 PS0071'AND 2 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED X 44 1934
 PS0071'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0972 ***********************************************************************
 OQ0972  DESIGNATION -  X 447
 OQ0972  PID         -  OQ0972
 OQ0972  STATE/COUNTY-  SD/LINCOLN
 OQ0972  COUNTRY     -  US
 OQ0972  USGS QUAD   -  WORTHING (2017)
 OQ0972
 OQ0972                         *CURRENT SURVEY CONTROL
 OQ0972  ______________________________________________________________________
 OQ0972* NAD 83(1986) POSITION- 43 18 00.     (N) 096 47 42.     (W)   SCALED
 OQ0972* NAVD 88 ORTHO HEIGHT -   400.657 (meters)     1314.49  (feet) ADJUSTED
 OQ0972  ______________________________________________________________________
 OQ0972  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 OQ0972  DYNAMIC HEIGHT  -        400.545 (meters)     1314.12  (feet) COMP
 OQ0972  MODELED GRAVITY -    980,328.5   (mgal)                       NAVD 88
 OQ0972
 OQ0972  VERT ORDER      -  FIRST     CLASS II
 OQ0972
 OQ0972.The horizontal coordinates were scaled from a map and have
 OQ0972.an estimated accuracy of +/- 6 seconds.
 OQ0972
 OQ0972.The orthometric height was determined by differential leveling and
 OQ0972.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0972.in June 1991.
 OQ0972
 OQ0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0972.GEOID18 height accuracy estimate available here.
 OQ0972
 OQ0972.Click photographs - Photos may exist for this station.
 OQ0972
 OQ0972.The dynamic height is computed by dividing the NAVD 88
 OQ0972.geopotential number by the normal gravity value computed on the
 OQ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0972.degrees latitude (g = 980.6199 gals.).
 OQ0972
 OQ0972.The modeled gravity was interpolated from observed gravity values.
 OQ0972
 OQ0972;                    North         East    Units  Estimated Accuracy
 OQ0972;SPC SD S     -   113,500.      887,000.      MT  (+/- 180 meters Scaled)
 OQ0972
 OQ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN788964(NAD 83)
 OQ0972
 OQ0972                          SUPERSEDED SURVEY CONTROL
 OQ0972
 OQ0972.No superseded survey control is available for this station.
 OQ0972
 OQ0972_MARKER: I = METAL ROD
 OQ0972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0972_STAMPING: X 447 1990
 OQ0972_MARK LOGO: NGS
 OQ0972_PROJECTION: PROJECTING 20 CENTIMETERS
 OQ0972_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0972+STABILITY: POSITION/ELEVATION WELL
 OQ0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0972+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2012
 OQ0972_ROD/PIPE-DEPTH: 18.9 meters
 OQ0972_SLEEVE-DEPTH  : 12.2 meters
 OQ0972
 OQ0972  HISTORY     - Date     Condition        Report By
 OQ0972  HISTORY     - 1990     MONUMENTED       NGS
 OQ0972  HISTORY     - 20120215 GOOD             INDIV
 OQ0972
 OQ0972                          STATION DESCRIPTION
 OQ0972
 OQ0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0972'24.1 KM (15.0 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0972'JUNCTION WITH STATE HIGHWAY 46 IN BERESFORD, 0.4 KM (0.2 MI) NORTH OF
 OQ0972'MILEPOST 62, 80.0 M (262.5 FT) EAST OF THE CENTERLINE OF THE
 OQ0972'NORTHBOUND LANES OF THE HIGHWAY, 40.5 M (132.9 FT) SOUTHWEST OF A
 OQ0972'FENCE CORNER, 30.0 M (98.4 FT) SOUTHEAST OF THE CENTER OF AN OFF
 OQ0972'RAMP, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE RAMP, AND 0.5 M (1.6 FT)
 OQ0972'NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ0972'POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0972
 OQ0972                          STATION RECOVERY (2012)
 OQ0972
 OQ0972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ0972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1041 ***********************************************************************
 OQ1041  DESIGNATION -  X 448
 OQ1041  PID         -  OQ1041
 OQ1041  STATE/COUNTY-  SD/MOODY
 OQ1041  COUNTRY     -  US
 OQ1041  USGS QUAD   -  COLTON SE (2017)
 OQ1041
 OQ1041                         *CURRENT SURVEY CONTROL
 OQ1041  ______________________________________________________________________
 OQ1041* NAD 83(1986) POSITION- 43 51 11.     (N) 096 45 58.     (W)   SCALED
 OQ1041* NAVD 88 ORTHO HEIGHT -   478.939 (meters)     1571.32  (feet) ADJUSTED
 OQ1041  ______________________________________________________________________
 OQ1041  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 OQ1041  DYNAMIC HEIGHT  -        478.827 (meters)     1570.95  (feet) COMP
 OQ1041  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 OQ1041
 OQ1041  VERT ORDER      -  FIRST     CLASS II
 OQ1041
 OQ1041.The horizontal coordinates were scaled from a map and have
 OQ1041.an estimated accuracy of +/- 6 seconds.
 OQ1041
 OQ1041.The orthometric height was determined by differential leveling and
 OQ1041.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1041.in September 1993.
 OQ1041
 OQ1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1041.GEOID18 height accuracy estimate available here.
 OQ1041
 OQ1041.Click photographs - Photos may exist for this station.
 OQ1041
 OQ1041.The dynamic height is computed by dividing the NAVD 88
 OQ1041.geopotential number by the normal gravity value computed on the
 OQ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1041.degrees latitude (g = 980.6199 gals.).
 OQ1041
 OQ1041.The modeled gravity was interpolated from observed gravity values.
 OQ1041
 OQ1041;                    North         East    Units  Estimated Accuracy
 OQ1041;SPC SD S     -   174,990.      886,710.      MT  (+/- 180 meters Scaled)
 OQ1041
 OQ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP795579(NAD 83)
 OQ1041
 OQ1041                          SUPERSEDED SURVEY CONTROL
 OQ1041
 OQ1041.No superseded survey control is available for this station.
 OQ1041
 OQ1041_MARKER: I = METAL ROD
 OQ1041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1041_STAMPING: X 448 1990
 OQ1041_MARK LOGO: NGS
 OQ1041_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ1041_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1041+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1041_ROD/PIPE-DEPTH: 16.5 meters
 OQ1041_SLEEVE-DEPTH  : 12.2 meters
 OQ1041
 OQ1041  HISTORY     - Date     Condition        Report By
 OQ1041  HISTORY     - 1990     MONUMENTED       NGS
 OQ1041  HISTORY     - 19910619 GOOD             NGS
 OQ1041  HISTORY     - 20110309 POOR             INDIV
 OQ1041
 OQ1041                          STATION DESCRIPTION
 OQ1041
 OQ1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1041'14.2 KM (8.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1041'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 82.6 M (271.0 FT)
 OQ1041'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A BOX CULVERT, 31.6 M
 OQ1041'(103.7 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1041'HIGHWAY, 25.1 M (82.3 FT) SOUTHWEST OF A Y-FENCE CORNER, 19.9 M
 OQ1041'(65.3 FT) SOUTHEAST OF MILEPOST 101, 2.5 M (8.2 FT) BELOW THE LEVEL
 OQ1041'OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST AND
 OQ1041'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1041'THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1041
 OQ1041                          STATION RECOVERY (1991)
 OQ1041
 OQ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1041'14.2 KM (8.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1041'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 82.6 M (271.0 FT)
 OQ1041'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A BOX CULVERT, 31.6 M
 OQ1041'(103.7 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 OQ1041'HIGHWAY, 25.1 M (82.3 FT) SOUTHWEST OF A Y-FENCE CORNER, 19.9 M
 OQ1041'(65.3 FT) SOUTHEAST OF MILEPOST 101, 2.5 M (8.2 FT) BELOW THE LEVEL
 OQ1041'OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST AND
 OQ1041'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1041'THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1041
 OQ1041                          STATION RECOVERY (2011)
 OQ1041
 OQ1041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1041'CAP IS GONE. BM ROD IS UNSTABLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0220 ***********************************************************************
 PS0220  DESIGNATION -  X 45
 PS0220  PID         -  PS0220
 PS0220  STATE/COUNTY-  SD/SPINK
 PS0220  COUNTRY     -  US
 PS0220  USGS QUAD   -  TULARE (2017)
 PS0220
 PS0220                         *CURRENT SURVEY CONTROL
 PS0220  ______________________________________________________________________
 PS0220* NAD 83(1986) POSITION- 44 42 41.     (N) 098 30 17.     (W)   SCALED
 PS0220* NAVD 88 ORTHO HEIGHT -   400.754 (meters)     1314.81  (feet) ADJUSTED
 PS0220  ______________________________________________________________________
 PS0220  GEOID HEIGHT    -        -24.485 (meters)                     GEOID18
 PS0220  DYNAMIC HEIGHT  -        400.702 (meters)     1314.64  (feet) COMP
 PS0220  MODELED GRAVITY -    980,476.2   (mgal)                       NAVD 88
 PS0220
 PS0220  VERT ORDER      -  FIRST     CLASS II
 PS0220
 PS0220.The horizontal coordinates were scaled from a map and have
 PS0220.an estimated accuracy of +/- 6 seconds.
 PS0220
 PS0220.The orthometric height was determined by differential leveling and
 PS0220.adjusted by the NATIONAL GEODETIC SURVEY
 PS0220.in June 1991.
 PS0220
 PS0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0220.GEOID18 height accuracy estimate available here.
 PS0220
 PS0220.Click photographs - Photos may exist for this station.
 PS0220
 PS0220.The dynamic height is computed by dividing the NAVD 88
 PS0220.geopotential number by the normal gravity value computed on the
 PS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0220.degrees latitude (g = 980.6199 gals.).
 PS0220
 PS0220.The modeled gravity was interpolated from observed gravity values.
 PS0220
 PS0220;                    North         East    Units  Estimated Accuracy
 PS0220;SPC SD N     -    98,670.      718,480.      MT  (+/- 180 meters Scaled)
 PS0220
 PS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ392510(NAD 83)
 PS0220
 PS0220                          SUPERSEDED SURVEY CONTROL
 PS0220
 PS0220  NGVD 29 (??/??/92)  400.458  (m)         1313.84   (f) ADJ UNCH    1 2
 PS0220
 PS0220.Superseded values are not recommended for survey control.
 PS0220
 PS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0220.See file dsdata.pdf to determine how the superseded data were derived.
 PS0220
 PS0220_MARKER: DB = BENCH MARK DISK
 PS0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0220_STAMPING: X 45 1934
 PS0220_MARK LOGO: CGS
 PS0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0220+STABILITY: SURFACE MOTION
 PS0220
 PS0220  HISTORY     - Date     Condition        Report By
 PS0220  HISTORY     - 1934     MONUMENTED       CGS
 PS0220
 PS0220                          STATION DESCRIPTION
 PS0220
 PS0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0220'2 MI S FROM TULARE.
 PS0220'2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0220'RAILROAD FROM THE PUBLIC SCHOOL AT TULARE, SPINK COUNTY, ABOUT
 PS0220'4 POLES SOUTH OF MILEPOST 76, AT A PRIVATE-ROAD CROSSING, 42 FEET
 PS0220'WEST OF THE CENTER LINE OF THE TRACK, 15 FEET SOUTH OF THE
 PS0220'CENTER LINE OF THE ROAD, AND 5 FEET SOUTH OF A POLE.  A STANDARD
 PS0220'DISK, STAMPED X 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1971 ***********************************************************************
 NM1971  DESIGNATION -  X 450
 NM1971  PID         -  NM1971
 NM1971  STATE/COUNTY-  SD/UNION
 NM1971  COUNTRY     -  US
 NM1971  USGS QUAD   -  VERMILLION SE (2017)
 NM1971
 NM1971                         *CURRENT SURVEY CONTROL
 NM1971  ______________________________________________________________________
 NM1971* NAD 83(1986) POSITION- 42 48 28.     (N) 096 47 44.     (W)   SCALED
 NM1971* NAVD 88 ORTHO HEIGHT -   373.199 (meters)     1224.40  (feet) ADJUSTED
 NM1971  ______________________________________________________________________
 NM1971  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 NM1971  DYNAMIC HEIGHT  -        373.097 (meters)     1224.07  (feet) COMP
 NM1971  MODELED GRAVITY -    980,335.1   (mgal)                       NAVD 88
 NM1971
 NM1971  VERT ORDER      -  FIRST     CLASS II
 NM1971
 NM1971.The horizontal coordinates were scaled from a map and have
 NM1971.an estimated accuracy of +/- 6 seconds.
 NM1971
 NM1971.The orthometric height was determined by differential leveling and
 NM1971.adjusted by the NATIONAL GEODETIC SURVEY
 NM1971.in June 1991.
 NM1971
 NM1971.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1971.GEOID18 height accuracy estimate available here.
 NM1971
 NM1971.Click photographs - Photos may exist for this station.
 NM1971
 NM1971.The dynamic height is computed by dividing the NAVD 88
 NM1971.geopotential number by the normal gravity value computed on the
 NM1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1971.degrees latitude (g = 980.6199 gals.).
 NM1971
 NM1971.The modeled gravity was interpolated from observed gravity values.
 NM1971
 NM1971;                    North         East    Units  Estimated Accuracy
 NM1971;SPC SD S     -    58,870.      889,290.      MT  (+/- 180 meters Scaled)
 NM1971
 NM1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN802418(NAD 83)
 NM1971
 NM1971                          SUPERSEDED SURVEY CONTROL
 NM1971
 NM1971.No superseded survey control is available for this station.
 NM1971
 NM1971_MARKER: I = METAL ROD
 NM1971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1971_STAMPING: X 450 1990
 NM1971_MARK LOGO: NGS
 NM1971_PROJECTION: PROJECTING 40 CENTIMETERS
 NM1971_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1971+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM1971_ROD/PIPE-DEPTH: 9.1 meters
 NM1971_SLEEVE-DEPTH  : 0.9 meters
 NM1971
 NM1971  HISTORY     - Date     Condition        Report By
 NM1971  HISTORY     - 1990     MONUMENTED       NGS
 NM1971  HISTORY     - 20120420 GOOD             INDIV
 NM1971
 NM1971                          STATION DESCRIPTION
 NM1971
 NM1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1971'2.5 KM (1.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1971'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.45 KM (0.28 MI)
 NM1971'NORTH OF MILEPOST 28, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 NM1971'NORTHBOUND LANES OF THE HIGHWAY, 21.4 M (70.2 FT) EAST-SOUTHEAST OF
 NM1971'THE EAST END OF THE MOST SOUTHERLY 1 OF 2 36-INCH CULVERTS, 0.6 M
 NM1971'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF
 NM1971'A WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO
 NM1971'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 NM1971'NOT MEET SPECIFICATIONS FOR A CLASS A MONUMENT.
 NM1971
 NM1971                          STATION RECOVERY (2012)
 NM1971
 NM1971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1053 ***********************************************************************
 OQ1053  DESIGNATION -  X 451
 OQ1053  PID         -  OQ1053
 OQ1053  STATE/COUNTY-  SD/MOODY
 OQ1053  COUNTRY     -  US
 OQ1053  USGS QUAD   -  TRENT (2017)
 OQ1053
 OQ1053                         *CURRENT SURVEY CONTROL
 OQ1053  ______________________________________________________________________
 OQ1053* NAD 83(1986) POSITION- 43 58 44.     (N) 096 44 19.     (W)   SCALED
 OQ1053* NAVD 88 ORTHO HEIGHT -   507.113 (meters)     1663.75  (feet) ADJUSTED
 OQ1053  ______________________________________________________________________
 OQ1053  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 OQ1053  DYNAMIC HEIGHT  -        506.993 (meters)     1663.36  (feet) COMP
 OQ1053  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 OQ1053
 OQ1053  VERT ORDER      -  FIRST     CLASS II
 OQ1053
 OQ1053.The horizontal coordinates were scaled from a map and have
 OQ1053.an estimated accuracy of +/- 6 seconds.
 OQ1053
 OQ1053.The orthometric height was determined by differential leveling and
 OQ1053.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1053.in June 1991.
 OQ1053
 OQ1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1053.GEOID18 height accuracy estimate available here.
 OQ1053
 OQ1053.Click photographs - Photos may exist for this station.
 OQ1053
 OQ1053.The dynamic height is computed by dividing the NAVD 88
 OQ1053.geopotential number by the normal gravity value computed on the
 OQ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1053.degrees latitude (g = 980.6199 gals.).
 OQ1053
 OQ1053.The modeled gravity was interpolated from observed gravity values.
 OQ1053
 OQ1053;                    North         East    Units  Estimated Accuracy
 OQ1053;SPC SD S     -   189,050.      888,310.      MT  (+/- 180 meters Scaled)
 OQ1053
 OQ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP813720(NAD 83)
 OQ1053
 OQ1053                          SUPERSEDED SURVEY CONTROL
 OQ1053
 OQ1053.No superseded survey control is available for this station.
 OQ1053
 OQ1053_MARKER: I = METAL ROD
 OQ1053_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1053_STAMPING: X 451 1990
 OQ1053_MARK LOGO: NGS
 OQ1053_PROJECTION: FLUSH
 OQ1053_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1053+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1053_ROD/PIPE-DEPTH: 6.4 meters
 OQ1053
 OQ1053  HISTORY     - Date     Condition        Report By
 OQ1053  HISTORY     - 1990     MONUMENTED       NGS
 OQ1053  HISTORY     - 20110330 MARK NOT FOUND   INDIV
 OQ1053
 OQ1053                          STATION DESCRIPTION
 OQ1053
 OQ1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1053'6.1 KM (3.8 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 OQ1053'MAIN STREET IN COLEMAN, 1.6 M (5.2 FT) EAST OF THE INTERSECTION OF
 OQ1053'INTERSTATE HIGHWAY 29, 16.0 M (52.5 FT) EAST OF A UTILITY POLE, 10.9
 OQ1053'M (35.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.7 M (15.4 FT)
 OQ1053'WEST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 OQ1053'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 OQ1053'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1053
 OQ1053                          STATION RECOVERY (2011)
 OQ1053
 OQ1053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1129 ***********************************************************************
 OQ1129  DESIGNATION -  X 452
 OQ1129  PID         -  OQ1129
 OQ1129  STATE/COUNTY-  SD/MINNEHAHA
 OQ1129  COUNTRY     -  US
 OQ1129  USGS QUAD   -  HUMBOLDT (2017)
 OQ1129
 OQ1129                         *CURRENT SURVEY CONTROL
 OQ1129  ______________________________________________________________________
 OQ1129* NAD 83(1986) POSITION- 43 39 39.     (N) 097 06 45.     (W)   SCALED
 OQ1129* NAVD 88 ORTHO HEIGHT -   495.248 (meters)     1624.83  (feet) ADJUSTED
 OQ1129  ______________________________________________________________________
 OQ1129  GEOID HEIGHT    -        -26.094 (meters)                     GEOID18
 OQ1129  DYNAMIC HEIGHT  -        495.116 (meters)     1624.39  (feet) COMP
 OQ1129  MODELED GRAVITY -    980,338.9   (mgal)                       NAVD 88
 OQ1129
 OQ1129  VERT ORDER      -  FIRST     CLASS II
 OQ1129
 OQ1129.The horizontal coordinates were scaled from a map and have
 OQ1129.an estimated accuracy of +/- 6 seconds.
 OQ1129
 OQ1129.The orthometric height was determined by differential leveling and
 OQ1129.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1129.in September 1993.
 OQ1129
 OQ1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1129.GEOID18 height accuracy estimate available here.
 OQ1129
 OQ1129.Click photographs - Photos may exist for this station.
 OQ1129
 OQ1129.The dynamic height is computed by dividing the NAVD 88
 OQ1129.geopotential number by the normal gravity value computed on the
 OQ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1129.degrees latitude (g = 980.6199 gals.).
 OQ1129
 OQ1129.The modeled gravity was interpolated from observed gravity values.
 OQ1129
 OQ1129;                    North         East    Units  Estimated Accuracy
 OQ1129;SPC SD S     -   152,510.      859,710.      MT  (+/- 180 meters Scaled)
 OQ1129
 OQ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP521359(NAD 83)
 OQ1129
 OQ1129                          SUPERSEDED SURVEY CONTROL
 OQ1129
 OQ1129.No superseded survey control is available for this station.
 OQ1129
 OQ1129_MARKER: I = METAL ROD
 OQ1129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1129_STAMPING: X 452 1991
 OQ1129_MARK LOGO: NGS
 OQ1129_PROJECTION: FLUSH
 OQ1129_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1129+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2012
 OQ1129_ROD/PIPE-DEPTH: 4.6 meters
 OQ1129_SLEEVE-DEPTH  : 0.9 meters
 OQ1129
 OQ1129  HISTORY     - Date     Condition        Report By
 OQ1129  HISTORY     - 1991     MONUMENTED       NGS
 OQ1129  HISTORY     - 20120227 GOOD             INDIV
 OQ1129
 OQ1129                          STATION DESCRIPTION
 OQ1129
 OQ1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1129'2.7 KM (1.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1129'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1129'31.4 M (103.0 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 OQ1129'EASTBOUND LANES OF THE HIGHWAY, 27.1 M (88.9 FT) WEST-SOUTHWEST OF
 OQ1129'MILEPOST 378, 1.5 M (4.9 FT) SOUTHEAST OF A BRACED FENCE POST, 0.5 M
 OQ1129'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTHEAST
 OQ1129'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 OQ1129'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 OQ1129'SPECIFICATIONS FOR A CLASS A MARK.
 OQ1129
 OQ1129                          STATION RECOVERY (2012)
 OQ1129
 OQ1129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ1129'LID IS MISSING
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0979 ***********************************************************************
 OR0979  DESIGNATION -  X 453
 OR0979  PID         -  OR0979
 OR0979  STATE/COUNTY-  SD/DAVISON
 OR0979  COUNTRY     -  US
 OR0979  USGS QUAD   -  BETTS (2017)
 OR0979
 OR0979                         *CURRENT SURVEY CONTROL
 OR0979  ______________________________________________________________________
 OR0979* NAD 83(1986) POSITION- 43 41 42.     (N) 098 12 09.     (W)   SCALED
 OR0979* NAVD 88 ORTHO HEIGHT -   425.921 (meters)     1397.38  (feet) ADJUSTED
 OR0979  ______________________________________________________________________
 OR0979  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 OR0979  DYNAMIC HEIGHT  -        425.812 (meters)     1397.02  (feet) COMP
 OR0979  MODELED GRAVITY -    980,352.4   (mgal)                       NAVD 88
 OR0979
 OR0979  VERT ORDER      -  FIRST     CLASS II
 OR0979
 OR0979.The horizontal coordinates were scaled from a map and have
 OR0979.an estimated accuracy of +/- 6 seconds.
 OR0979
 OR0979.The orthometric height was determined by differential leveling and
 OR0979.adjusted by the NATIONAL GEODETIC SURVEY
 OR0979.in September 1993.
 OR0979
 OR0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0979.GEOID18 height accuracy estimate available here.
 OR0979
 OR0979.Click photographs - Photos may exist for this station.
 OR0979
 OR0979.The dynamic height is computed by dividing the NAVD 88
 OR0979.geopotential number by the normal gravity value computed on the
 OR0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0979.degrees latitude (g = 980.6199 gals.).
 OR0979
 OR0979.The modeled gravity was interpolated from observed gravity values.
 OR0979
 OR0979;                    North         East    Units  Estimated Accuracy
 OR0979;SPC SD S     -   153,470.      771,740.      MT  (+/- 180 meters Scaled)
 OR0979
 OR0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP642383(NAD 83)
 OR0979
 OR0979                          SUPERSEDED SURVEY CONTROL
 OR0979
 OR0979.No superseded survey control is available for this station.
 OR0979
 OR0979_MARKER: I = METAL ROD
 OR0979_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0979_STAMPING: X 453 1991
 OR0979_MARK LOGO: NGS
 OR0979_PROJECTION: FLUSH
 OR0979_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0979+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OR0979_ROD/PIPE-DEPTH: 8.2 meters
 OR0979_SLEEVE-DEPTH  : 0.9 meters
 OR0979
 OR0979  HISTORY     - Date     Condition        Report By
 OR0979  HISTORY     - 1991     MONUMENTED       NGS
 OR0979
 OR0979                          STATION DESCRIPTION
 OR0979
 OR0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0979'15.3 KM (9.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0979'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 0.7 KM (0.4 MI)
 OR0979'WEST OF MILEPOST 323, 30.8 M (101.0 FT) SOUTH OF THE CENTERLINE OF
 OR0979'THE EASTBOUND LANES OF THE HIGHWAY, 18.3 M (60.0 FT) EAST OF A BRACED
 OR0979'FENCE POST, 3.4 M (11.2 FT) WEST OF A UTILITY POLE, 1.4 M (4.6 FT)
 OR0979'ABOVE THE LEVEL OF THE HIGHWAY, AND 1.2 M (3.9 FT) NORTH OF A WITNESS
 OR0979'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OR0979'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OR0979'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0839 ***********************************************************************
 OS0839  DESIGNATION -  X 454
 OS0839  PID         -  OS0839
 OS0839  STATE/COUNTY-  SD/JONES
 OS0839  COUNTRY     -  US
 OS0839  USGS QUAD   -  DRAPER (2017)
 OS0839
 OS0839                         *CURRENT SURVEY CONTROL
 OS0839  ______________________________________________________________________
 OS0839* NAD 83(1986) POSITION- 43 54 30.     (N) 100 31 28.     (W)   SCALED
 OS0839* NAVD 88 ORTHO HEIGHT -   675.895 (meters)     2217.50  (feet) ADJUSTED
 OS0839  ______________________________________________________________________
 OS0839  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 OS0839  DYNAMIC HEIGHT  -        675.683 (meters)     2216.80  (feet) COMP
 OS0839  MODELED GRAVITY -    980,283.2   (mgal)                       NAVD 88
 OS0839
 OS0839  VERT ORDER      -  FIRST     CLASS II
 OS0839
 OS0839.The horizontal coordinates were scaled from a map and have
 OS0839.an estimated accuracy of +/- 6 seconds.
 OS0839
 OS0839.The orthometric height was determined by differential leveling and
 OS0839.adjusted by the NATIONAL GEODETIC SURVEY
 OS0839.in September 1993.
 OS0839
 OS0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0839.GEOID18 height accuracy estimate available here.
 OS0839
 OS0839.Click photographs - Photos may exist for this station.
 OS0839
 OS0839.The dynamic height is computed by dividing the NAVD 88
 OS0839.geopotential number by the normal gravity value computed on the
 OS0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0839.degrees latitude (g = 980.6199 gals.).
 OS0839
 OS0839.The modeled gravity was interpolated from observed gravity values.
 OS0839
 OS0839;                    North         East    Units  Estimated Accuracy
 OS0839;SPC SD S     -   174,990.      584,650.      MT  (+/- 180 meters Scaled)
 OS0839
 OS0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP775628(NAD 83)
 OS0839
 OS0839                          SUPERSEDED SURVEY CONTROL
 OS0839
 OS0839.No superseded survey control is available for this station.
 OS0839
 OS0839_MARKER: I = METAL ROD
 OS0839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0839_STAMPING: X 454 1991
 OS0839_MARK LOGO: NGS
 OS0839_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0839_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0839+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0839_ROD/PIPE-DEPTH: 6.7 meters
 OS0839_SLEEVE-DEPTH  : 0.9 meters
 OS0839
 OS0839  HISTORY     - Date     Condition        Report By
 OS0839  HISTORY     - 1991     MONUMENTED       NGS
 OS0839  HISTORY     - 20130114 GOOD             INDIV
 OS0839
 OS0839                          STATION DESCRIPTION
 OS0839
 OS0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0839'15.4 KM (9.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0839'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 0.4 KM (0.2
 OS0839'MI) EAST OF MILEPOST 202, 45.2 M (148.3 FT) SOUTH OF THE CENTERLINE
 OS0839'OF THE EASTBOUND LANES OF THE HIGHWAY, 10.3 M (33.8 FT) NORTH OF THE
 OS0839'CENTER OF A GRAVELED ROAD, 7.3 M (24.0 FT) WEST OF A BRACED FENCE
 OS0839'POST, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 OS0839'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OS0839'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OS0839'THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0839
 OS0839                          STATION RECOVERY (2013)
 OS0839
 OS0839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0836 ***********************************************************************
 OS0836  DESIGNATION -  X 455
 OS0836  PID         -  OS0836
 OS0836  STATE/COUNTY-  SD/JONES
 OS0836  COUNTRY     -  US
 OS0836  USGS QUAD   -  VIVIAN NW (2017)
 OS0836
 OS0836                         *CURRENT SURVEY CONTROL
 OS0836  ______________________________________________________________________
 OS0836* NAD 83(1986) POSITION- 43 54 30.     (N) 100 27 52.     (W)   SCALED
 OS0836* NAVD 88 ORTHO HEIGHT -   656.339 (meters)     2153.34  (feet) ADJUSTED
 OS0836  ______________________________________________________________________
 OS0836  GEOID HEIGHT    -        -24.452 (meters)                     GEOID18
 OS0836  DYNAMIC HEIGHT  -        656.138 (meters)     2152.68  (feet) COMP
 OS0836  MODELED GRAVITY -    980,291.4   (mgal)                       NAVD 88
 OS0836
 OS0836  VERT ORDER      -  FIRST     CLASS II
 OS0836
 OS0836.The horizontal coordinates were scaled from a map and have
 OS0836.an estimated accuracy of +/- 6 seconds.
 OS0836
 OS0836.The orthometric height was determined by differential leveling and
 OS0836.adjusted by the NATIONAL GEODETIC SURVEY
 OS0836.in September 1993.
 OS0836
 OS0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0836.GEOID18 height accuracy estimate available here.
 OS0836
 OS0836.Click photographs - Photos may exist for this station.
 OS0836
 OS0836.The dynamic height is computed by dividing the NAVD 88
 OS0836.geopotential number by the normal gravity value computed on the
 OS0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0836.degrees latitude (g = 980.6199 gals.).
 OS0836
 OS0836.The modeled gravity was interpolated from observed gravity values.
 OS0836
 OS0836;                    North         East    Units  Estimated Accuracy
 OS0836;SPC SD S     -   174,980.      589,470.      MT  (+/- 180 meters Scaled)
 OS0836
 OS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP824627(NAD 83)
 OS0836
 OS0836                          SUPERSEDED SURVEY CONTROL
 OS0836
 OS0836.No superseded survey control is available for this station.
 OS0836
 OS0836_MARKER: I = METAL ROD
 OS0836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0836_STAMPING: X 455 1991
 OS0836_MARK LOGO: NGS
 OS0836_PROJECTION: FLUSH
 OS0836_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0836+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0836_ROD/PIPE-DEPTH: 6.0 meters
 OS0836_SLEEVE-DEPTH  : 0.9 meters
 OS0836
 OS0836  HISTORY     - Date     Condition        Report By
 OS0836  HISTORY     - 1991     MONUMENTED       NGS
 OS0836  HISTORY     - 20130114 GOOD             INDIV
 OS0836
 OS0836                          STATION DESCRIPTION
 OS0836
 OS0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0836'20.3 KM (12.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0836'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 0.4 KM (0.2 MI)
 OS0836'EAST OF MILEPOST 205, NEAR THE CENTER OF 2 BRACED FENCE POSTS, 61.5 M
 OS0836'(201.8 FT) SOUTHEAST OF THE SOUTH END OF A PIPE CULVERT, 35.2 M
 OS0836'(115.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0836'HIGHWAY, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 OS0836'(1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OS0836'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 OS0836'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0836
 OS0836                          STATION RECOVERY (2013)
 OS0836
 OS0836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4113 ***********************************************************************
 AE4113  DESIGNATION -  X 456
 AE4113  PID         -  AE4113
 AE4113  STATE/COUNTY-  SD/POTTER
 AE4113  COUNTRY     -  US
 AE4113  USGS QUAD   -  SENECA SW (2017)
 AE4113
 AE4113                         *CURRENT SURVEY CONTROL
 AE4113  ______________________________________________________________________
 AE4113* NAD 83(1986) POSITION- 45 03 26.13   (N) 099 44 08.84   (W)   HD_HELD1
 AE4113* NAVD 88 ORTHO HEIGHT -   612.524 (meters)     2009.59  (feet) ADJUSTED
 AE4113  ______________________________________________________________________
 AE4113  GEOID HEIGHT    -        -22.568 (meters)                     GEOID18
 AE4113  DYNAMIC HEIGHT  -        612.438 (meters)     2009.31  (feet) COMP
 AE4113  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 AE4113
 AE4113  VERT ORDER      -  FIRST     CLASS II
 AE4113
 AE4113.The horizontal coordinates were determined by differentially corrected
 AE4113.hand held GPS observations or other comparable positioning techniques
 AE4113.and have an estimated accuracy of +/- 3 meters.
 AE4113
 AE4113.The orthometric height was determined by differential leveling and
 AE4113.adjusted by the NATIONAL GEODETIC SURVEY
 AE4113.in July 1998.
 AE4113
 AE4113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4113.GEOID18 height accuracy estimate available here.
 AE4113
 AE4113.Click photographs - Photos may exist for this station.
 AE4113
 AE4113.The dynamic height is computed by dividing the NAVD 88
 AE4113.geopotential number by the normal gravity value computed on the
 AE4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4113.degrees latitude (g = 980.6199 gals.).
 AE4113
 AE4113.The modeled gravity was interpolated from observed gravity values.
 AE4113
 AE4113;                    North         East    Units  Estimated Accuracy
 AE4113;SPC SD N     -   136,039.5     620,810.1     MT  (+/- 3 meters HH1 GPS) 
 AE4113
 AE4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4206689574(NAD 83)
 AE4113
 AE4113                          SUPERSEDED SURVEY CONTROL
 AE4113
 AE4113.No superseded survey control is available for this station.
 AE4113
 AE4113_MARKER: I = METAL ROD
 AE4113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4113_STAMPING: X 456 1996
 AE4113_MARK LOGO: NGS
 AE4113_PROJECTION: FLUSH
 AE4113_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4113+STABILITY: POSITION/ELEVATION WELL
 AE4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4113+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4113_ROD/PIPE-DEPTH: 11.4 meters
 AE4113_SLEEVE-DEPTH  : 11.0 meters
 AE4113
 AE4113  HISTORY     - Date     Condition        Report By
 AE4113  HISTORY     - 1996     MONUMENTED       NGS
 AE4113  HISTORY     - 20120613 GOOD             INDIV
 AE4113
 AE4113                          STATION DESCRIPTION
 AE4113
 AE4113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4113'18.6 KM (11.55 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4113'OF EXENE STREET IN GETTYSBURG, 70.0 M (229.7 FT) WEST OF MILEPOST 237,
 AE4113'30.0 M (98.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.4 M (66.9 FT)
 AE4113'EAST OF THE CENTER OF A GRAVELED ROAD, 1.2 M (3.9 FT) SOUTH OF A
 AE4113'WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AE4113'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4113'CAP.
 AE4113
 AE4113                          STATION RECOVERY (2012)
 AE4113
 AE4113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0867 ***********************************************************************
 OS0867  DESIGNATION -  X 457
 OS0867  PID         -  OS0867
 OS0867  STATE/COUNTY-  SD/JACKSON
 OS0867  COUNTRY     -  US
 OS0867  USGS QUAD   -  BELVIDERE (2017)
 OS0867
 OS0867                         *CURRENT SURVEY CONTROL
 OS0867  ______________________________________________________________________
 OS0867* NAD 83(1986) POSITION- 43 51 00.     (N) 101 21 43.     (W)   SCALED
 OS0867* NAVD 88 ORTHO HEIGHT -   735.878 (meters)     2414.29  (feet) ADJUSTED
 OS0867  ______________________________________________________________________
 OS0867  GEOID HEIGHT    -        -22.186 (meters)                     GEOID18
 OS0867  DYNAMIC HEIGHT  -        735.636 (meters)     2413.50  (feet) COMP
 OS0867  MODELED GRAVITY -    980,267.2   (mgal)                       NAVD 88
 OS0867
 OS0867  VERT ORDER      -  FIRST     CLASS II
 OS0867
 OS0867.The horizontal coordinates were scaled from a map and have
 OS0867.an estimated accuracy of +/- 6 seconds.
 OS0867
 OS0867.The orthometric height was determined by differential leveling and
 OS0867.adjusted by the NATIONAL GEODETIC SURVEY
 OS0867.in September 1993.
 OS0867
 OS0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0867.GEOID18 height accuracy estimate available here.
 OS0867
 OS0867.Click photographs - Photos may exist for this station.
 OS0867
 OS0867.The dynamic height is computed by dividing the NAVD 88
 OS0867.geopotential number by the normal gravity value computed on the
 OS0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0867.degrees latitude (g = 980.6199 gals.).
 OS0867
 OS0867.The modeled gravity was interpolated from observed gravity values.
 OS0867
 OS0867;                    North         East    Units  Estimated Accuracy
 OS0867;SPC SD S     -   169,000.      517,300.      MT  (+/- 180 meters Scaled)
 OS0867
 OS0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP101579(NAD 83)
 OS0867
 OS0867                          SUPERSEDED SURVEY CONTROL
 OS0867
 OS0867.No superseded survey control is available for this station.
 OS0867
 OS0867_MARKER: I = METAL ROD
 OS0867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0867_STAMPING: X 457 1991
 OS0867_MARK LOGO: NGS
 OS0867_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0867_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0867+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0867_ROD/PIPE-DEPTH: 5.4 meters
 OS0867_SLEEVE-DEPTH  : 0.9 meters
 OS0867
 OS0867  HISTORY     - Date     Condition        Report By
 OS0867  HISTORY     - 1991     MONUMENTED       NGS
 OS0867  HISTORY     - 20130118 GOOD             INDIV
 OS0867
 OS0867                          STATION DESCRIPTION
 OS0867
 OS0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0867'13.3 KM (8.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0867'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.7 KM (0.45
 OS0867'MI) EAST OF MILEPOST 158, 30.9 M (101.4 FT) SOUTH OF THE CENTERLINE
 OS0867'OF THE EASTBOUND LANES OF THE HIGHWAY, 11.7 M (38.4 FT) WEST OF THE
 OS0867'CENTER OF A GATE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OS0867'0.6 M (2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OS0867'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 OS0867'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0867
 OS0867                          STATION RECOVERY (2013)
 OS0867
 OS0867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0915 ***********************************************************************
 OS0915  DESIGNATION -  X 458
 OS0915  PID         -  OS0915
 OS0915  STATE/COUNTY-  SD/TODD
 OS0915  COUNTRY     -  US
 OS0915  USGS QUAD   -  MISSION (2017)
 OS0915
 OS0915                         *CURRENT SURVEY CONTROL
 OS0915  ______________________________________________________________________
 OS0915* NAD 83(1986) POSITION- 43 17 57.     (N) 100 39 08.     (W)   SCALED
 OS0915* NAVD 88 ORTHO HEIGHT -   782.081 (meters)     2565.88  (feet) ADJUSTED
 OS0915  ______________________________________________________________________
 OS0915  GEOID HEIGHT    -        -23.280 (meters)                     GEOID18
 OS0915  DYNAMIC HEIGHT  -        781.765 (meters)     2564.84  (feet) COMP
 OS0915  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 OS0915
 OS0915  VERT ORDER      -  FIRST     CLASS II
 OS0915
 OS0915.The horizontal coordinates were scaled from a map and have
 OS0915.an estimated accuracy of +/- 6 seconds.
 OS0915
 OS0915.The orthometric height was determined by differential leveling and
 OS0915.adjusted by the NATIONAL GEODETIC SURVEY
 OS0915.in June 1994.
 OS0915
 OS0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0915.GEOID18 height accuracy estimate available here.
 OS0915
 OS0915.Click photographs - Photos may exist for this station.
 OS0915
 OS0915.The dynamic height is computed by dividing the NAVD 88
 OS0915.geopotential number by the normal gravity value computed on the
 OS0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0915.degrees latitude (g = 980.6199 gals.).
 OS0915
 OS0915.The modeled gravity was interpolated from observed gravity values.
 OS0915
 OS0915;                    North         East    Units  Estimated Accuracy
 OS0915;SPC SD S     -   107,350.      574,130.      MT  (+/- 180 meters Scaled)
 OS0915
 OS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN659953(NAD 83)
 OS0915
 OS0915                          SUPERSEDED SURVEY CONTROL
 OS0915
 OS0915.No superseded survey control is available for this station.
 OS0915
 OS0915_MARKER: I = METAL ROD
 OS0915_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0915_STAMPING: X 458 1992
 OS0915_MARK LOGO: NGS
 OS0915_PROJECTION: FLUSH
 OS0915_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0915+STABILITY: POSITION/ELEVATION WELL
 OS0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0915+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1993
 OS0915_ROD/PIPE-DEPTH: 9.8 meters
 OS0915_SLEEVE-DEPTH  : 9.1 meters
 OS0915
 OS0915  HISTORY     - Date     Condition        Report By
 OS0915  HISTORY     - 1992     MONUMENTED       NGS
 OS0915  HISTORY     - 19931004 GOOD             NGS
 OS0915
 OS0915                          STATION DESCRIPTION
 OS0915
 OS0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0915'0.7 KM (0.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0915'OF U.S. HIGHWAY 18 IN MISSION, 30.0 M (98.4 FT) EAST OF THE
 OS0915'CENTERLINE OF THE HIGHWAY, 11.8 M (38.7 FT) NORTH OF THE CENTER OF A
 OS0915'GATE AND GRAVELED DRIVEWAY, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 OS0915'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE.
 OS0915'NOTE--ACCESS THE THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0915
 OS0915                          STATION RECOVERY (1993)
 OS0915
 OS0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OS0915'0.7 KM (0.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 OS0915'OF U.S. HIGHWAY 18 IN MISSION, 30.4 M (99.7 FT) EAST OF THE HIGHWAY
 OS0915'CENTERLINE, 11.7 M (38.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 OS0915'LEADING EAST, 6.5 M (21.3 FT) SOUTH OF A T-JUNCTION UTILITY POLE, 0.8
 OS0915'M (2.6 FT) WEST OF A WITNESS POST AND FENCE, AND 0.6 M (2.0 FT) BELOW
 OS0915'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OS0915'A 5-INCH LOGO CAP.  THE ROD AND SLEEVE DEPTH IS UNKNOWN, AND THE ROD
 OS0915'IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8797 ***********************************************************************
 AB8797  DESIGNATION -  X 459
 AB8797  PID         -  AB8797
 AB8797  STATE/COUNTY-  SD/BROOKINGS
 AB8797  COUNTRY     -  US
 AB8797  USGS QUAD   -  LAKE BENTON SW (2019)
 AB8797
 AB8797                         *CURRENT SURVEY CONTROL
 AB8797  ______________________________________________________________________
 AB8797* NAD 83(1986) POSITION- 44 17 46.     (N) 096 29 20.     (W)   SCALED
 AB8797* NAVD 88 ORTHO HEIGHT -   541.895 (meters)     1777.87  (feet) ADJUSTED
 AB8797  ______________________________________________________________________
 AB8797  GEOID HEIGHT    -        -25.683 (meters)                     GEOID18
 AB8797  DYNAMIC HEIGHT  -        541.787 (meters)     1777.51  (feet) COMP
 AB8797  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 AB8797
 AB8797  VERT ORDER      -  FIRST     CLASS II
 AB8797
 AB8797.The horizontal coordinates were scaled from a map and have
 AB8797.an estimated accuracy of +/- 6 seconds.
 AB8797
 AB8797.The orthometric height was determined by differential leveling and
 AB8797.adjusted by the NATIONAL GEODETIC SURVEY
 AB8797.in October 1997.
 AB8797
 AB8797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8797.GEOID18 height accuracy estimate available here.
 AB8797
 AB8797.Click photographs - Photos may exist for this station.
 AB8797
 AB8797.The dynamic height is computed by dividing the NAVD 88
 AB8797.geopotential number by the normal gravity value computed on the
 AB8797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8797.degrees latitude (g = 980.6199 gals.).
 AB8797
 AB8797.The modeled gravity was interpolated from observed gravity values.
 AB8797
 AB8797;                    North         East    Units  Estimated Accuracy
 AB8797;SPC SD N     -    57,500.      880,130.      MT  (+/- 180 meters Scaled)
 AB8797
 AB8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ003078(NAD 83)
 AB8797
 AB8797                          SUPERSEDED SURVEY CONTROL
 AB8797
 AB8797.No superseded survey control is available for this station.
 AB8797
 AB8797_MARKER: I = METAL ROD
 AB8797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8797_STAMPING: X 459 1994
 AB8797_MARK LOGO: NGS
 AB8797_PROJECTION: FLUSH
 AB8797_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8797+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8797_ROD/PIPE-DEPTH: 5.2 meters
 AB8797_SLEEVE-DEPTH  : 0.9 meters
 AB8797
 AB8797  HISTORY     - Date     Condition        Report By
 AB8797  HISTORY     - 1994     MONUMENTED       NGS
 AB8797
 AB8797                          STATION DESCRIPTION
 AB8797
 AB8797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8797'23.1 KM (14.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8797'INTERSTATE HIGHWAY 29 IN BROOKINGS, 741.0 M (2431.1 FT) EAST OF
 AB8797'MILEPOST 436, 162.0 M (531.5 FT) WEST OF THE HIGHWAY CENTERLINE, 11.2
 AB8797'M (36.7 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 7.0 M (23.0 FT)
 AB8797'EAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6 FT) BELOW THE LEVEL
 AB8797'OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 AB8797'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB8797'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0348 ***********************************************************************
 PS0348  DESIGNATION -  X 46
 PS0348  PID         -  PS0348
 PS0348  STATE/COUNTY-  SD/FAULK
 PS0348  COUNTRY     -  US
 PS0348  USGS QUAD   -  ORIENT (2017)
 PS0348
 PS0348                         *CURRENT SURVEY CONTROL
 PS0348  ______________________________________________________________________
 PS0348* NAD 83(1986) POSITION- 44 59 28.     (N) 099 01 22.     (W)   SCALED
 PS0348* NAVD 88 ORTHO HEIGHT -   455.181 (meters)     1493.37  (feet) ADJUSTED
 PS0348  ______________________________________________________________________
 PS0348  GEOID HEIGHT    -        -23.779 (meters)                     GEOID18
 PS0348  DYNAMIC HEIGHT  -        455.125 (meters)     1493.19  (feet) COMP
 PS0348  MODELED GRAVITY -    980,480.8   (mgal)                       NAVD 88
 PS0348
 PS0348  VERT ORDER      -  FIRST     CLASS II
 PS0348
 PS0348.The horizontal coordinates were scaled from a map and have
 PS0348.an estimated accuracy of +/- 6 seconds.
 PS0348
 PS0348.The orthometric height was determined by differential leveling and
 PS0348.adjusted by the NATIONAL GEODETIC SURVEY
 PS0348.in June 1991.
 PS0348
 PS0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0348.GEOID18 height accuracy estimate available here.
 PS0348
 PS0348.Click photographs - Photos may exist for this station.
 PS0348
 PS0348.The dynamic height is computed by dividing the NAVD 88
 PS0348.geopotential number by the normal gravity value computed on the
 PS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0348.degrees latitude (g = 980.6199 gals.).
 PS0348
 PS0348.The modeled gravity was interpolated from observed gravity values.
 PS0348
 PS0348;                    North         East    Units  Estimated Accuracy
 PS0348;SPC SD N     -   129,120.      677,060.      MT  (+/- 180 meters Scaled)
 PS0348
 PS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982819(NAD 83)
 PS0348
 PS0348                          SUPERSEDED SURVEY CONTROL
 PS0348
 PS0348  NGVD 29 (??/??/92)  454.850  (m)         1492.29   (f) ADJ UNCH    1 2
 PS0348
 PS0348.Superseded values are not recommended for survey control.
 PS0348
 PS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0348.See file dsdata.pdf to determine how the superseded data were derived.
 PS0348
 PS0348_MARKER: DB = BENCH MARK DISK
 PS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0348_STAMPING: X 46 1934
 PS0348_MARK LOGO: CGS
 PS0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0348+STABILITY: SURFACE MOTION
 PS0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0348+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1996
 PS0348
 PS0348  HISTORY     - Date     Condition        Report By
 PS0348  HISTORY     - 1934     MONUMENTED       CGS
 PS0348  HISTORY     - 1934     GOOD             CGS
 PS0348  HISTORY     - 19880508 GOOD             NGS
 PS0348  HISTORY     - 19960602 GOOD             NGS
 PS0348
 PS0348                          STATION DESCRIPTION
 PS0348
 PS0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0348'3.1 MI NW FROM MIRANDA.
 PS0348'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0348'FROM THE STATION AT MIRANDA, FAULK COUNTY, 8 POLES EAST OF
 PS0348'MILEPOST 27, AT THE CROSSING OF U.S. HIGHWAY 212, ABOUT 150 FEET
 PS0348'WEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTH OF THE
 PS0348'CENTERLINE OF THE TRACK, AND 4 FEET WEST OF A POLE.  A STANDARD
 PS0348'DISK, STAMPED X 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0348
 PS0348                          STATION RECOVERY (1988)
 PS0348
 PS0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PS0348'12.8 KM (7.95 MI) EAST ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 PS0348'IN FAULKTON, 45.7 M (149.9 FT) WEST FROM THE CENTER OF 212,
 PS0348'68.6 M (225.1 FT) SOUTH FROM A FENCE, 0.3 M (1.0 FT) EAST FROM A
 PS0348'WITNESS POST, IN THE TOP OF A CONCRETE POST THAT PROJECTS
 PS0348'0.15 M (0.5 FT).
 PS0348
 PS0348                          STATION RECOVERY (1996)
 PS0348
 PS0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0348'12.7 KM (7.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 PS0348'IN FAULKTON, 344.0 M (1128.6 FT) EAST OF MILEPOST 275, 35.5 M (116.5
 PS0348'FT) WEST OF THE HIGHWAY CENTERLINE, 13.1 M (43.0 FT) WEST OF A FENCE
 PS0348'CORNER, 12.8 M (42.0 FT) NORTHEAST OF THE CENTER OF A RAILROAD GRADE
 PS0348'(TRACK REMOVED), 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 PS0348'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PS0348'FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED, BUT
 PS0348'THE MONUMENT IS SOLID IN PLACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8840 ***********************************************************************
 AB8840  DESIGNATION -  X 460
 AB8840  PID         -  AB8840
 AB8840  STATE/COUNTY-  SD/KINGSBURY
 AB8840  COUNTRY     -  US
 AB8840  USGS QUAD   -  ARLINGTON (2017)
 AB8840
 AB8840                         *CURRENT SURVEY CONTROL
 AB8840  ______________________________________________________________________
 AB8840* NAD 83(1986) POSITION- 44 21 45.     (N) 097 13 12.     (W)   SCALED
 AB8840* NAVD 88 ORTHO HEIGHT -   521.979 (meters)     1712.53  (feet) ADJUSTED
 AB8840  ______________________________________________________________________
 AB8840  GEOID HEIGHT    -        -25.143 (meters)                     GEOID18
 AB8840  DYNAMIC HEIGHT  -        521.879 (meters)     1712.20  (feet) COMP
 AB8840  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 AB8840
 AB8840  VERT ORDER      -  FIRST     CLASS II
 AB8840
 AB8840.The horizontal coordinates were scaled from a map and have
 AB8840.an estimated accuracy of +/- 6 seconds.
 AB8840
 AB8840.The orthometric height was determined by differential leveling and
 AB8840.adjusted by the NATIONAL GEODETIC SURVEY
 AB8840.in October 1997.
 AB8840
 AB8840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8840.GEOID18 height accuracy estimate available here.
 AB8840
 AB8840.Click photographs - Photos may exist for this station.
 AB8840
 AB8840.The dynamic height is computed by dividing the NAVD 88
 AB8840.geopotential number by the normal gravity value computed on the
 AB8840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8840.degrees latitude (g = 980.6199 gals.).
 AB8840
 AB8840.The modeled gravity was interpolated from observed gravity values.
 AB8840
 AB8840;                    North         East    Units  Estimated Accuracy
 AB8840;SPC SD N     -    62,610.      821,570.      MT  (+/- 180 meters Scaled)
 AB8840
 AB8840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ418136(NAD 83)
 AB8840
 AB8840                          SUPERSEDED SURVEY CONTROL
 AB8840
 AB8840.No superseded survey control is available for this station.
 AB8840
 AB8840_MARKER: I = METAL ROD
 AB8840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8840_STAMPING: X 460 1994
 AB8840_MARK LOGO: NGS
 AB8840_PROJECTION: FLUSH
 AB8840_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8840+STABILITY: POSITION/ELEVATION WELL
 AB8840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8840+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8840_ROD/PIPE-DEPTH: 12.3 meters
 AB8840_SLEEVE-DEPTH  : 9.8 meters
 AB8840
 AB8840  HISTORY     - Date     Condition        Report By
 AB8840  HISTORY     - 1994     MONUMENTED       NGS
 AB8840
 AB8840                          STATION DESCRIPTION
 AB8840
 AB8840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8840'0.1 KM (0.05 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AB8840'IN ARLINGTON, THENCE 7.3 KM (4.55 MI) WESTERLY ALONG U.S. HIGHWAY 14,
 AB8840'185.0 M (607.0 FT) WEST OF MILEPOST 396, 29.5 M (96.8 FT) NORTH OF THE
 AB8840'HIGHWAY CENTERLINE, 18.3 M (60.0 FT) WEST OF THE CENTER OF A FIELD
 AB8840'ENTRANCE AND GATE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AB8840'1.0 M (3.3 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AB8840'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8900 ***********************************************************************
 AB8900  CBN         -  This is a Cooperative Base Network Control Station.
 AB8900  DESIGNATION -  X 461
 AB8900  PID         -  AB8900
 AB8900  STATE/COUNTY-  SD/BEADLE
 AB8900  COUNTRY     -  US
 AB8900  USGS QUAD   -  HURON (2017)
 AB8900
 AB8900                         *CURRENT SURVEY CONTROL
 AB8900  ______________________________________________________________________
 AB8900* NAD 83(2011) POSITION- 44 22 13.08370(N) 098 11 11.21262(W)   ADJUSTED
 AB8900* NAD 83(2011) ELLIP HT-   364.329 (meters)        (06/27/12)   ADJUSTED
 AB8900* NAD 83(2011) EPOCH   -  2010.00
 AB8900* NAVD 88 ORTHO HEIGHT -   389.357 (meters)     1277.42  (feet) ADJUSTED
 AB8900  ______________________________________________________________________
 AB8900  GEOID HEIGHT    -        -25.023 (meters)                     GEOID18
 AB8900  NAD 83(2011) X  -   -650,325.503 (meters)                     COMP
 AB8900  NAD 83(2011) Y  - -4,520,520.103 (meters)                     COMP
 AB8900  NAD 83(2011) Z  -  4,437,851.997 (meters)                     COMP
 AB8900  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 AB8900  DYNAMIC HEIGHT  -        389.292 (meters)     1277.20  (feet) COMP
 AB8900  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 AB8900
 AB8900  VERT ORDER      -  FIRST     CLASS II
 AB8900
 AB8900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8900  Standards:
 AB8900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8900  -------------------------------------------------------------------
 AB8900  NETWORK    1.30   3.84           0.61   0.41   1.96     -0.07437791
 AB8900  -------------------------------------------------------------------
 AB8900  Click here for local accuracies and other accuracy information.
 AB8900
 AB8900.The horizontal coordinates were established by GPS observations
 AB8900.and adjusted by the National Geodetic Survey in June 2012.
 AB8900
 AB8900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8900.been affixed to the stable North American tectonic plate. See 
 AB8900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8900
 AB8900.The horizontal coordinates are valid at the epoch date displayed above
 AB8900.which is a decimal equivalence of Year/Month/Day.
 AB8900
 AB8900.The orthometric height was determined by differential leveling and
 AB8900.adjusted by the NATIONAL GEODETIC SURVEY
 AB8900.in October 1997.
 AB8900
 AB8900.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8900.GEOID18 height accuracy estimate available here.
 AB8900
 AB8900.Click photographs - Photos may exist for this station.
 AB8900
 AB8900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8900
 AB8900.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8900
 AB8900.The ellipsoidal height was determined by GPS observations
 AB8900.and is referenced to NAD 83.
 AB8900
 AB8900.The dynamic height is computed by dividing the NAVD 88
 AB8900.geopotential number by the normal gravity value computed on the
 AB8900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8900.degrees latitude (g = 980.6199 gals.).
 AB8900
 AB8900.The modeled gravity was interpolated from observed gravity values.
 AB8900
 AB8900. The following values were computed from the NAD 83(2011) position.
 AB8900
 AB8900;                    North         East     Units Scale Factor Converg.
 AB8900;SPC SD N     -    61,288.482   744,539.615   MT  1.00000921   +1 17 00.7
 AB8900;SPC SD N     -   201,077.29  2,442,710.39   sFT  1.00000921   +1 17 00.7
 AB8900;UTM  14      - 4,913,324.515   564,818.822   MT  0.99965167   +0 34 08.2
 AB8900
 AB8900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8900!SPC SD N     -   0.99994288  x   1.00000921  =   0.99995209
 AB8900!UTM  14      -   0.99994288  x   0.99965167  =   0.99959457
 AB8900
 AB8900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6481813324(NAD 83)
 AB8900
 AB8900                          SUPERSEDED SURVEY CONTROL
 AB8900
 AB8900  NAD 83(2007)-  44 22 13.08370(N)    098 11 11.21354(W) AD(2002.00) 0
 AB8900  ELLIP H (02/10/07)  364.358  (m)                       GP(2002.00)    
 AB8900  ELLIP H (04/15/04)  364.358  (m)                       GP(       ) 2 1
 AB8900  NAD 83(1996)-  44 22 13.08329(N)    098 11 11.21309(W) AD(       ) B
 AB8900  ELLIP H (04/18/97)  364.383  (m)                       GP(       ) 4 1
 AB8900  NAVD 88 (04/18/97)  389.4    (m)  GEOID96  model used  GPS OBS        
 AB8900
 AB8900.Superseded values are not recommended for survey control.
 AB8900
 AB8900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8900.See file dsdata.pdf to determine how the superseded data were derived.
 AB8900
 AB8900_MARKER: I = METAL ROD
 AB8900_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8900_STAMPING: X 461 1994
 AB8900_MARK LOGO: NGS
 AB8900_PROJECTION: FLUSH
 AB8900_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8900+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 AB8900_ROD/PIPE-DEPTH: 4.3 meters
 AB8900_SLEEVE-DEPTH  : 0.9 meters
 AB8900
 AB8900  HISTORY     - Date     Condition        Report By
 AB8900  HISTORY     - 1994     MONUMENTED       NGS
 AB8900  HISTORY     - 19960716 GOOD             NGS
 AB8900  HISTORY     - 20080227 GOOD             USGS
 AB8900  HISTORY     - 20230905 MARK NOT FOUND   SDDT
 AB8900
 AB8900                          STATION DESCRIPTION
 AB8900
 AB8900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8900'2.2 KM (1.35 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8900'STATE HIGHWAY 37 IN HURON, 88.9 M (291.7 FT) EAST OF MILEPOST 347,
 AB8900'39.4 M (129.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AB8900'THE HIGHWAY, 11.5 M (37.7 FT) SOUTH OF THE SOUTHEAST END OF THE
 AB8900'SOUTHWEST ABUTMENT OF AN OVERPASS, 5.7 M (18.7 FT) NORTHWEST OF AND
 AB8900'LEVEL WITH THEE CENTERLINE OF AN ACCESS ROAD, 0.5 M (1.6 FT) SOUTHWEST
 AB8900'OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST OF THE WEST CORNER OF A
 AB8900'CONCRETE ANCHOR BLOCK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB8900'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB8900'FOR A CLASS A MARK.
 AB8900
 AB8900                          STATION RECOVERY (1996)
 AB8900
 AB8900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB8900'THE STATION IS LOCATED 0.1 MI (0.2 KM) EAST OF THE EAST END OF THE
 AB8900'EASTBOUND U.S. HIGHWAY 14 BRIDGE SPANNING THE JAMES RIVER ON THE EAST
 AB8900'SIDE OF HURON.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 AB8900'STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 37 IN
 AB8900'HURON, GO EAST ON U.S. HIGHWAY 14 FOR 1.35 MI (2.17 KM) TO THE STATION
 AB8900'ON THE RIGHT.  THE STATION IS LOCATED 81.8 M (268.4 FT) EAST OF
 AB8900'MILEPOST 347, 39.6 M (129.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.6
 AB8900'M (44.6 FT) SOUTH OF THE SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT OF
 AB8900'THE U.S. HIGHWAY 14 BUSINESS OVERPASS OF THE HIGHWAY, 5.8 M (19.0 FT)
 AB8900'NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF A FRONTAGE ROAD, 0.6 M
 AB8900'(2.0 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF THE WEST
 AB8900'CORNER OF A CONCRETE ANCHOR BLOCK FOR A CABLE GUARDRAIL, AND 0.05 M
 AB8900'(0.16 FT) BELOW THE GROUND SURFACE. NOTE--ACCESS TO THE DATUM POINT IS
 AB8900'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8900'SPECIFICATIONS FOR A CLASS A MARK.
 AB8900
 AB8900                          STATION RECOVERY (2008)
 AB8900
 AB8900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (RFT)
 AB8900'THE WITNESS POST HAS BEEN BROKEN OFF AT GROUND LEVEL.  MARK IS 0.3 M
 AB8900'(1.0 FT) WEST OF THE WEST CORNER OF A CONCRETE ANCHOR BLOCK FOR THE
 AB8900'CABLE GUARDRAIL ON THE NORTH SIDE OF THE FRONTAGE ROAD SOUTH OF US HWY
 AB8900'14.
 AB8900
 AB8900                          STATION RECOVERY (2023)
 AB8900
 AB8900'RECOVERY NOTE BY SD DEPT OF TRANSP 2023 (DB)
 AB8900'BENCH MARK LANDS RIGHT NEXT TO OR UNDER ROADWAY WITH NO SURFACE
 AB8900'EVIDENCE LEFT.  PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8939 ***********************************************************************
 AB8939  DESIGNATION -  X 462
 AB8939  PID         -  AB8939
 AB8939  STATE/COUNTY-  SD/HAND
 AB8939  COUNTRY     -  US
 AB8939  USGS QUAD   -  WESSINGTON (2017)
 AB8939
 AB8939                         *CURRENT SURVEY CONTROL
 AB8939  ______________________________________________________________________
 AB8939* NAD 83(1986) POSITION- 44 27 48.     (N) 098 43 18.     (W)   SCALED
 AB8939* NAVD 88 ORTHO HEIGHT -   431.395 (meters)     1415.34  (feet) ADJUSTED
 AB8939  ______________________________________________________________________
 AB8939  GEOID HEIGHT    -        -24.893 (meters)                     GEOID18
 AB8939  DYNAMIC HEIGHT  -        431.311 (meters)     1415.06  (feet) COMP
 AB8939  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 AB8939
 AB8939  VERT ORDER      -  FIRST     CLASS II
 AB8939
 AB8939.The horizontal coordinates were scaled from a map and have
 AB8939.an estimated accuracy of +/- 6 seconds.
 AB8939
 AB8939.The orthometric height was determined by differential leveling and
 AB8939.adjusted by the NATIONAL GEODETIC SURVEY
 AB8939.in October 1997.
 AB8939
 AB8939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8939.GEOID18 height accuracy estimate available here.
 AB8939
 AB8939.Click photographs - Photos may exist for this station.
 AB8939
 AB8939.The dynamic height is computed by dividing the NAVD 88
 AB8939.geopotential number by the normal gravity value computed on the
 AB8939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8939.degrees latitude (g = 980.6199 gals.).
 AB8939
 AB8939.The modeled gravity was interpolated from observed gravity values.
 AB8939
 AB8939;                    North         East    Units  Estimated Accuracy
 AB8939;SPC SD N     -    70,810.      701,720.      MT  (+/- 180 meters Scaled)
 AB8939
 AB8939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ221233(NAD 83)
 AB8939
 AB8939                          SUPERSEDED SURVEY CONTROL
 AB8939
 AB8939.No superseded survey control is available for this station.
 AB8939
 AB8939_MARKER: I = METAL ROD
 AB8939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8939_STAMPING: X 462 1994
 AB8939_MARK LOGO: NGS
 AB8939_PROJECTION: FLUSH
 AB8939_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8939+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8939_ROD/PIPE-DEPTH: 7.5 meters
 AB8939_SLEEVE-DEPTH  : 0.9 meters
 AB8939
 AB8939  HISTORY     - Date     Condition        Report By
 AB8939  HISTORY     - 1994     MONUMENTED       NGS
 AB8939
 AB8939                          STATION DESCRIPTION
 AB8939
 AB8939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8939'22.8 KM (14.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8939'IN MILLER, 495.0 M (1624.0 FT) EAST OF MILEPOST 315, 56.0 M (183.7 FT)
 AB8939'SOUTHWEST OF THE HIGHWAY CENTERLINE, 28.7 M (94.2 FT) SOUTHWEST OF THE
 AB8939'NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 18.0 M (59.1
 AB8939'FT) EAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH AND THE EXTENDED
 AB8939'CENTER OF A GRAVELED ROAD LEADING NORTH, 7.8 M (25.6 FT) SOUTHEAST OF
 AB8939'A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6
 AB8939'M (2.0 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AB8939'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8939'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9045 ***********************************************************************
 AB9045  DESIGNATION -  X 463
 AB9045  PID         -  AB9045
 AB9045  STATE/COUNTY-  SD/HUGHES
 AB9045  COUNTRY     -  US
 AB9045  USGS QUAD   -  PIERRE (2017)
 AB9045
 AB9045                         *CURRENT SURVEY CONTROL
 AB9045  ______________________________________________________________________
 AB9045* NAD 83(1986) POSITION- 44 22 22.     (N) 100 22 05.     (W)   SCALED
 AB9045* NAVD 88 ORTHO HEIGHT -   436.771 (meters)     1432.97  (feet) ADJUSTED
 AB9045  ______________________________________________________________________
 AB9045  GEOID HEIGHT    -        -23.427 (meters)                     GEOID18
 AB9045  DYNAMIC HEIGHT  -        436.684 (meters)     1432.69  (feet) COMP
 AB9045  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 AB9045
 AB9045  VERT ORDER      -  FIRST     CLASS II
 AB9045
 AB9045.The horizontal coordinates were scaled from a map and have
 AB9045.an estimated accuracy of +/- 6 seconds.
 AB9045
 AB9045.The orthometric height was determined by differential leveling and
 AB9045.adjusted by the NATIONAL GEODETIC SURVEY
 AB9045.in October 1997.
 AB9045
 AB9045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9045.GEOID18 height accuracy estimate available here.
 AB9045
 AB9045.Click photographs - Photos may exist for this station.
 AB9045
 AB9045.The dynamic height is computed by dividing the NAVD 88
 AB9045.geopotential number by the normal gravity value computed on the
 AB9045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9045.degrees latitude (g = 980.6199 gals.).
 AB9045
 AB9045.The modeled gravity was interpolated from observed gravity values.
 AB9045
 AB9045;                    North         East    Units  Estimated Accuracy
 AB9045;SPC SD S     -   226,580.      597,230.      MT  (+/- 180 meters Scaled)
 AB9045
 AB9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ910141(NAD 83)
 AB9045
 AB9045                          SUPERSEDED SURVEY CONTROL
 AB9045
 AB9045.No superseded survey control is available for this station.
 AB9045
 AB9045_MARKER: I = METAL ROD
 AB9045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9045_STAMPING: X 463 1994
 AB9045_MARK LOGO: NGS
 AB9045_PROJECTION: FLUSH
 AB9045_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB9045+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 AB9045_ROD/PIPE-DEPTH: 19.5 meters
 AB9045_SLEEVE-DEPTH  : 0.9 meters
 AB9045
 AB9045  HISTORY     - Date     Condition        Report By
 AB9045  HISTORY     - 1994     MONUMENTED       NGS
 AB9045  HISTORY     - 20120516 GOOD             INDIV
 AB9045
 AB9045                          STATION DESCRIPTION
 AB9045
 AB9045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9045'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9045'IN PIERRE, 538.0 M (1765.1 FT) EAST OF MILEPOST 228, 81.5 M (267.4 FT)
 AB9045'NORTH OF THE CENTER OF A HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER,
 AB9045'49.4 M (162.1 FT) NORTH OF AN ELECTRIC METER, 38.6 M (126.6 FT) SOUTH
 AB9045'OF A UTILITY LIGHT POLE, 23.1 M (75.8 FT) NORTH OF THE EXTENDED CENTER
 AB9045'OF A PAVED WALKWAY LEADING TO THE RAMKOTA INN PARKING LOT, 10.8 M
 AB9045'(35.4 FT) NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, 4.5 M (14.8 FT)
 AB9045'BELOW THE LEVEL OF THE HIGHWAY, AND 3.6 M (11.8 FT) WEST OF THE CENTER
 AB9045'OF A PAVED WALKWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9045'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB9045'FOR A CLASS A MARK.
 AB9045
 AB9045                          STATION RECOVERY (2012)
 AB9045
 AB9045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9040 ***********************************************************************
 AB9040  DESIGNATION -  X 464
 AB9040  PID         -  AB9040
 AB9040  STATE/COUNTY-  SD/HUGHES
 AB9040  COUNTRY     -  US
 AB9040  USGS QUAD   -  PIERRE NE (2017)
 AB9040
 AB9040                         *CURRENT SURVEY CONTROL
 AB9040  ______________________________________________________________________
 AB9040* NAD 83(1986) POSITION- 44 23 00.     (N) 100 18 52.     (W)   SCALED
 AB9040* NAVD 88 ORTHO HEIGHT -   540.274 (meters)     1772.55  (feet) ADJUSTED
 AB9040  ______________________________________________________________________
 AB9040  GEOID HEIGHT    -        -23.406 (meters)                     GEOID18
 AB9040  DYNAMIC HEIGHT  -        540.165 (meters)     1772.19  (feet) COMP
 AB9040  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 AB9040
 AB9040  VERT ORDER      -  FIRST     CLASS II
 AB9040
 AB9040.The horizontal coordinates were scaled from a map and have
 AB9040.an estimated accuracy of +/- 6 seconds.
 AB9040
 AB9040.The orthometric height was determined by differential leveling and
 AB9040.adjusted by the NATIONAL GEODETIC SURVEY
 AB9040.in October 1997.
 AB9040
 AB9040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9040.GEOID18 height accuracy estimate available here.
 AB9040
 AB9040.Click photographs - Photos may exist for this station.
 AB9040
 AB9040.The dynamic height is computed by dividing the NAVD 88
 AB9040.geopotential number by the normal gravity value computed on the
 AB9040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9040.degrees latitude (g = 980.6199 gals.).
 AB9040
 AB9040.The modeled gravity was interpolated from observed gravity values.
 AB9040
 AB9040;                    North         East    Units  Estimated Accuracy
 AB9040;SPC SD S     -   227,750.      601,510.      MT  (+/- 180 meters Scaled)
 AB9040
 AB9040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952152(NAD 83)
 AB9040
 AB9040                          SUPERSEDED SURVEY CONTROL
 AB9040
 AB9040.No superseded survey control is available for this station.
 AB9040
 AB9040_MARKER: I = METAL ROD
 AB9040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9040_STAMPING: X 464 1994
 AB9040_MARK LOGO: NGS
 AB9040_PROJECTION: FLUSH
 AB9040_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9040+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9040_ROD/PIPE-DEPTH: 10.4 meters
 AB9040_SLEEVE-DEPTH  : 0.9 meters
 AB9040
 AB9040  HISTORY     - Date     Condition        Report By
 AB9040  HISTORY     - 1994     MONUMENTED       NGS
 AB9040  HISTORY     - 20120308 GOOD             INDIV
 AB9040
 AB9040                          STATION DESCRIPTION
 AB9040
 AB9040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9040'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9040'IN PIERRE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG GARFIELD AVENUE
 AB9040'(U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE), 339.0 M (1112.2 FT) SOUTH OF
 AB9040'MILEPOST 97, 103.3 M (338.9 FT) NORTH OF THE CENTER OF AIRPORT ROAD,
 AB9040'30.1 M (98.8 FT) EAST OF THE HIGHWAY CENTER, 19.2 M (63.0 FT) EAST OF
 AB9040'A UTILITY LIGHT POLE, 0.8 M (2.6 FT) NORTH OF A FENCE CORNER, 0.8 M
 AB9040'(2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A
 AB9040'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9040'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB9040'FOR A CLASS A MARK.
 AB9040
 AB9040                          STATION RECOVERY (2012)
 AB9040
 AB9040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9050 ***********************************************************************
 AB9050  DESIGNATION -  X 465
 AB9050  PID         -  AB9050
 AB9050  STATE/COUNTY-  SD/STANLEY
 AB9050  COUNTRY     -  US
 AB9050  USGS QUAD   -  LACY (2017)
 AB9050
 AB9050                         *CURRENT SURVEY CONTROL
 AB9050  ______________________________________________________________________
 AB9050* NAD 83(1986) POSITION- 44 23 12.     (N) 100 44 44.     (W)   SCALED
 AB9050* NAVD 88 ORTHO HEIGHT -   595.655 (meters)     1954.24  (feet) ADJUSTED
 AB9050  ______________________________________________________________________
 AB9050  GEOID HEIGHT    -        -22.875 (meters)                     GEOID18
 AB9050  DYNAMIC HEIGHT  -        595.520 (meters)     1953.80  (feet) COMP
 AB9050  MODELED GRAVITY -    980,372.4   (mgal)                       NAVD 88
 AB9050
 AB9050  VERT ORDER      -  FIRST     CLASS II
 AB9050
 AB9050.The horizontal coordinates were scaled from a map and have
 AB9050.an estimated accuracy of +/- 6 seconds.
 AB9050
 AB9050.The orthometric height was determined by differential leveling and
 AB9050.adjusted by the NATIONAL GEODETIC SURVEY
 AB9050.in October 1997.
 AB9050
 AB9050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9050.GEOID18 height accuracy estimate available here.
 AB9050
 AB9050.Click photographs - Photos may exist for this station.
 AB9050
 AB9050.The dynamic height is computed by dividing the NAVD 88
 AB9050.geopotential number by the normal gravity value computed on the
 AB9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9050.degrees latitude (g = 980.6199 gals.).
 AB9050
 AB9050.The modeled gravity was interpolated from observed gravity values.
 AB9050
 AB9050;                    North         East    Units  Estimated Accuracy
 AB9050;SPC SD S     -   228,200.      567,150.      MT  (+/- 180 meters Scaled)
 AB9050
 AB9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ609163(NAD 83)
 AB9050
 AB9050                          SUPERSEDED SURVEY CONTROL
 AB9050
 AB9050.No superseded survey control is available for this station.
 AB9050
 AB9050_MARKER: I = METAL ROD
 AB9050_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9050_STAMPING: X 465 1995
 AB9050_MARK LOGO: NGS
 AB9050_PROJECTION: FLUSH
 AB9050_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9050+STABILITY: POSITION/ELEVATION WELL
 AB9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9050+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2012
 AB9050_ROD/PIPE-DEPTH: 10.2 meters
 AB9050_SLEEVE-DEPTH  : 6.1 meters
 AB9050
 AB9050  HISTORY     - Date     Condition        Report By
 AB9050  HISTORY     - 1995     MONUMENTED       NGS
 AB9050  HISTORY     - 20120530 GOOD             INDIV
 AB9050
 AB9050                          STATION DESCRIPTION
 AB9050
 AB9050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9050'32.4 KM (20.15 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9050'IN PIERRE, 100.0 M (328.1 FT) WEST OF MILEPOST 209, 21.5 M (70.5 FT)
 AB9050'NORTH OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) SOUTH OF A WITNESS
 AB9050'POST AND FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB9050'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9050
 AB9050                          STATION RECOVERY (2012)
 AB9050
 AB9050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8880 ***********************************************************************
 AD8880  DESIGNATION -  X 466
 AD8880  PID         -  AD8880
 AD8880  STATE/COUNTY-  SD/DEUEL
 AD8880  COUNTRY     -  US
 AD8880  USGS QUAD   -  CLEAR LAKE NE (2017)
 AD8880
 AD8880                         *CURRENT SURVEY CONTROL
 AD8880  ______________________________________________________________________
 AD8880* NAD 83(1986) POSITION- 44 56 01.     (N) 096 35 18.     (W)   SCALED
 AD8880* NAVD 88 ORTHO HEIGHT -   466.196 (meters)     1529.51  (feet) ADJUSTED
 AD8880  ______________________________________________________________________
 AD8880  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 AD8880  DYNAMIC HEIGHT  -        466.142 (meters)     1529.33  (feet) COMP
 AD8880  MODELED GRAVITY -    980,487.7   (mgal)                       NAVD 88
 AD8880
 AD8880  VERT ORDER      -  FIRST     CLASS II
 AD8880
 AD8880.The horizontal coordinates were scaled from a map and have
 AD8880.an estimated accuracy of +/- 6 seconds.
 AD8880
 AD8880.The orthometric height was determined by differential leveling and
 AD8880.adjusted by the NATIONAL GEODETIC SURVEY
 AD8880.in July 1998.
 AD8880
 AD8880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8880.GEOID18 height accuracy estimate available here.
 AD8880
 AD8880.Click photographs - Photos may exist for this station.
 AD8880
 AD8880.The dynamic height is computed by dividing the NAVD 88
 AD8880.geopotential number by the normal gravity value computed on the
 AD8880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8880.degrees latitude (g = 980.6199 gals.).
 AD8880
 AD8880.The modeled gravity was interpolated from observed gravity values.
 AD8880
 AD8880;                    North         East    Units  Estimated Accuracy
 AD8880;SPC SD N     -   127,940.      869,210.      MT  (+/- 180 meters Scaled)
 AD8880
 AD8880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ902784(NAD 83)
 AD8880
 AD8880                          SUPERSEDED SURVEY CONTROL
 AD8880
 AD8880.No superseded survey control is available for this station.
 AD8880
 AD8880_MARKER: I = METAL ROD
 AD8880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8880_STAMPING: X 466 1995
 AD8880_MARK LOGO: NGS
 AD8880_PROJECTION: FLUSH
 AD8880_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8880+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8880_ROD/PIPE-DEPTH: 3.2 meters
 AD8880_SLEEVE-DEPTH  : 0.9 meters
 AD8880
 AD8880  HISTORY     - Date     Condition        Report By
 AD8880  HISTORY     - 1995     MONUMENTED       NGS
 AD8880
 AD8880                          STATION DESCRIPTION
 AD8880
 AD8880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8880'41.0 KM (25.45 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8880'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 552.0 M (1811.0 FT) EAST OF
 AD8880'MILEPOST 405, 29.7 M (97.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.8 M
 AD8880'(12.5 FT) EAST OF THE WEST END OF 3 BRACED FENCE POSTS, 2.2 M (7.2 FT)
 AD8880'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AD8880'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8880'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD8880'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5818 ***********************************************************************
 AE5818  DESIGNATION -  X 467
 AE5818  PID         -  AE5818
 AE5818  STATE/COUNTY-  SD/SPINK
 AE5818  COUNTRY     -  US
 AE5818  USGS QUAD   -  DOLAND NW (2017)
 AE5818
 AE5818                         *CURRENT SURVEY CONTROL
 AE5818  ______________________________________________________________________
 AE5818* NAD 83(1986) POSITION- 44 53 39.     (N) 098 11 38.     (W)   SCALED
 AE5818* NAVD 88 ORTHO HEIGHT -   394.167 (meters)     1293.20  (feet) ADJUSTED
 AE5818  ______________________________________________________________________
 AE5818  GEOID HEIGHT    -        -24.402 (meters)                     GEOID18
 AE5818  DYNAMIC HEIGHT  -        394.126 (meters)     1293.06  (feet) COMP
 AE5818  MODELED GRAVITY -    980,500.5   (mgal)                       NAVD 88
 AE5818
 AE5818  VERT ORDER      -  FIRST     CLASS II
 AE5818
 AE5818.The horizontal coordinates were scaled from a map and have
 AE5818.an estimated accuracy of +/- 6 seconds.
 AE5818
 AE5818.The orthometric height was determined by differential leveling and
 AE5818.adjusted by the NATIONAL GEODETIC SURVEY
 AE5818.in July 1998.
 AE5818
 AE5818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5818.GEOID18 height accuracy estimate available here.
 AE5818
 AE5818.Click photographs - Photos may exist for this station.
 AE5818
 AE5818.The dynamic height is computed by dividing the NAVD 88
 AE5818.geopotential number by the normal gravity value computed on the
 AE5818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5818.degrees latitude (g = 980.6199 gals.).
 AE5818
 AE5818.The modeled gravity was interpolated from observed gravity values.
 AE5818
 AE5818;                    North         East    Units  Estimated Accuracy
 AE5818;SPC SD N     -   119,470.      742,650.      MT  (+/- 180 meters Scaled)
 AE5818
 AE5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ636715(NAD 83)
 AE5818
 AE5818                          SUPERSEDED SURVEY CONTROL
 AE5818
 AE5818.No superseded survey control is available for this station.
 AE5818
 AE5818_MARKER: I = METAL ROD
 AE5818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5818_STAMPING: X 467 1995
 AE5818_MARK LOGO: NGS
 AE5818_PROJECTION: FLUSH
 AE5818_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5818+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5818_ROD/PIPE-DEPTH: 14.9 meters
 AE5818_SLEEVE-DEPTH  : 0.9 meters
 AE5818
 AE5818  HISTORY     - Date     Condition        Report By
 AE5818  HISTORY     - 1995     MONUMENTED       NGS
 AE5818
 AE5818                          STATION DESCRIPTION
 AE5818
 AE5818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5818'7.3 KM (4.55 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5818'HUMPHREY DRIVE IN DOLAND, 14.6 M (47.9 FT) SOUTH OF THE HIGHWAY
 AE5818'CENTERLINE, 4.8 M (15.7 FT) SOUTH OF MILEPOST 323, 0.8 M (2.6 FT)
 AE5818'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AE5818'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE5818'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE5818'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4089 ***********************************************************************
 AE4089  DESIGNATION -  X 468
 AE4089  PID         -  AE4089
 AE4089  STATE/COUNTY-  SD/DEWEY
 AE4089  COUNTRY     -  US
 AE4089  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4089
 AE4089                         *CURRENT SURVEY CONTROL
 AE4089  ______________________________________________________________________
 AE4089* NAD 83(1986) POSITION- 45 01 34.9    (N) 100 17 45.8    (W)   HD_HELD2
 AE4089* NAVD 88 ORTHO HEIGHT -   496.370 (meters)     1628.51  (feet) ADJUSTED
 AE4089  ______________________________________________________________________
 AE4089  GEOID HEIGHT    -        -22.457 (meters)                     GEOID18
 AE4089  DYNAMIC HEIGHT  -        496.302 (meters)     1628.28  (feet) COMP
 AE4089  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 AE4089
 AE4089  VERT ORDER      -  FIRST     CLASS II
 AE4089
 AE4089.The horizontal coordinates were established by autonomous hand held GPS
 AE4089.observations and have an estimated accuracy of +/- 10 meters.
 AE4089
 AE4089.The orthometric height was determined by differential leveling and
 AE4089.adjusted by the NATIONAL GEODETIC SURVEY
 AE4089.in July 1998.
 AE4089
 AE4089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4089.GEOID18 height accuracy estimate available here.
 AE4089
 AE4089.Click photographs - Photos may exist for this station.
 AE4089
 AE4089.The dynamic height is computed by dividing the NAVD 88
 AE4089.geopotential number by the normal gravity value computed on the
 AE4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4089.degrees latitude (g = 980.6199 gals.).
 AE4089
 AE4089.The modeled gravity was interpolated from observed gravity values.
 AE4089
 AE4089;                    North         East    Units  Estimated Accuracy
 AE4089;SPC SD N     -   132,615.      576,669.      MT  (+/- 10 meters HH2 GPS)
 AE4089
 AE4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9789786695(NAD 83)
 AE4089
 AE4089                          SUPERSEDED SURVEY CONTROL
 AE4089
 AE4089.No superseded survey control is available for this station.
 AE4089
 AE4089_MARKER: I = METAL ROD
 AE4089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4089_STAMPING: X 468 1996
 AE4089_MARK LOGO: NGS
 AE4089_PROJECTION: FLUSH
 AE4089_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4089+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4089_ROD/PIPE-DEPTH: 8.6 meters
 AE4089_SLEEVE-DEPTH  : 0.9 meters
 AE4089
 AE4089  HISTORY     - Date     Condition        Report By
 AE4089  HISTORY     - 1996     MONUMENTED       NGS
 AE4089  HISTORY     - 20110821 GOOD             GEOCAC
 AE4089  HISTORY     - 20120620 GOOD             INDIV
 AE4089
 AE4089                          STATION DESCRIPTION
 AE4089
 AE4089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4089'29.2 KM (18.15 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4089'OF EXENE STREET IN GETTYSBURG, 802.0 M (2631.2 FT) WEST OF MILEPOST
 AE4089'208, 18.8 M (61.7 FT) EAST OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT)
 AE4089'NORTH OF THE CENTER OF A GRAVELED ROAD, 8.3 M (27.2 FT) NORTHEAST OF
 AE4089'THE EAST LEG OF A SIGN (ENTERING LIVESTOCK OWNERSHIP INSPECTION AREA),
 AE4089'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST
 AE4089'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE4089'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE4089'FOR A CLASS A MARK.
 AE4089
 AE4089                          STATION RECOVERY (2011)
 AE4089
 AE4089'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 AE4089'RECOVERED IN GOOD CONDITION.
 AE4089
 AE4089                          STATION RECOVERY (2012)
 AE4089
 AE4089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4137 ***********************************************************************
 AE4137  DESIGNATION -  X 469
 AE4137  PID         -  AE4137
 AE4137  STATE/COUNTY-  SD/FAULK
 AE4137  COUNTRY     -  US
 AE4137  USGS QUAD   -  FAULKTON WEST (2017)
 AE4137
 AE4137                         *CURRENT SURVEY CONTROL
 AE4137  ______________________________________________________________________
 AE4137* NAD 83(1986) POSITION- 45 02 32.     (N) 099 11 46.     (W)   SCALED
 AE4137* NAVD 88 ORTHO HEIGHT -   509.162 (meters)     1670.48  (feet) ADJUSTED
 AE4137  ______________________________________________________________________
 AE4137  GEOID HEIGHT    -        -23.520 (meters)                     GEOID18
 AE4137  DYNAMIC HEIGHT  -        509.093 (meters)     1670.25  (feet) COMP
 AE4137  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 AE4137
 AE4137  VERT ORDER      -  FIRST     CLASS II
 AE4137
 AE4137.The horizontal coordinates were scaled from a map and have
 AE4137.an estimated accuracy of +/- 6 seconds.
 AE4137
 AE4137.The orthometric height was determined by differential leveling and
 AE4137.adjusted by the NATIONAL GEODETIC SURVEY
 AE4137.in July 1998.
 AE4137
 AE4137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4137.GEOID18 height accuracy estimate available here.
 AE4137
 AE4137.Click photographs - Photos may exist for this station.
 AE4137
 AE4137.The dynamic height is computed by dividing the NAVD 88
 AE4137.geopotential number by the normal gravity value computed on the
 AE4137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4137.degrees latitude (g = 980.6199 gals.).
 AE4137
 AE4137.The modeled gravity was interpolated from observed gravity values.
 AE4137
 AE4137;                    North         East    Units  Estimated Accuracy
 AE4137;SPC SD N     -   134,650.      663,330.      MT  (+/- 180 meters Scaled)
 AE4137
 AE4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ845876(NAD 83)
 AE4137
 AE4137                          SUPERSEDED SURVEY CONTROL
 AE4137
 AE4137.No superseded survey control is available for this station.
 AE4137
 AE4137_MARKER: I = METAL ROD
 AE4137_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4137_STAMPING: X 469 1996
 AE4137_MARK LOGO: NGS
 AE4137_PROJECTION: FLUSH
 AE4137_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4137+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4137_ROD/PIPE-DEPTH: 8.4 meters
 AE4137_SLEEVE-DEPTH  : 0.9 meters
 AE4137
 AE4137  HISTORY     - Date     Condition        Report By
 AE4137  HISTORY     - 1996     MONUMENTED       NGS
 AE4137
 AE4137                          STATION DESCRIPTION
 AE4137
 AE4137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4137'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4137'IN FAULKTON, 737.0 M (2418.0 FT) WEST OF MILEPOST 264, 20.3 M (66.6
 AE4137'FT) NORTH OF THE HIGHWAY CENTERLINE, 17.5 M (57.4 FT) EAST OF A
 AE4137'UTILITY POLE, 7.8 M (25.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE
 AE4137'AND GATE, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.4 M
 AE4137'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AE4137'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE4137'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0333 ***********************************************************************
 PS0333  DESIGNATION -  X 47 RESET
 PS0333  PID         -  PS0333
 PS0333  STATE/COUNTY-  SD/HYDE
 PS0333  COUNTRY     -  US
 PS0333  USGS QUAD   -  HIGHMORE (2017)
 PS0333
 PS0333                         *CURRENT SURVEY CONTROL
 PS0333  ______________________________________________________________________
 PS0333* NAD 83(1986) POSITION- 44 31 39.     (N) 099 26 28.     (W)   SCALED
 PS0333* NAVD 88 ORTHO HEIGHT -   570.137 (meters)     1870.52  (feet) ADJUSTED
 PS0333  ______________________________________________________________________
 PS0333  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 PS0333  DYNAMIC HEIGHT  -        570.024 (meters)     1870.15  (feet) COMP
 PS0333  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PS0333
 PS0333  VERT ORDER      -  SECOND    CLASS 0
 PS0333
 PS0333.The horizontal coordinates were scaled from a map and have
 PS0333.an estimated accuracy of +/- 6 seconds.
 PS0333
 PS0333.The orthometric height was determined by differential leveling and
 PS0333.adjusted by the NATIONAL GEODETIC SURVEY
 PS0333.in June 1991.
 PS0333
 PS0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0333.GEOID18 height accuracy estimate available here.
 PS0333
 PS0333.Click photographs - Photos may exist for this station.
 PS0333
 PS0333.The dynamic height is computed by dividing the NAVD 88
 PS0333.geopotential number by the normal gravity value computed on the
 PS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0333.degrees latitude (g = 980.6199 gals.).
 PS0333
 PS0333.The modeled gravity was interpolated from observed gravity values.
 PS0333
 PS0333;                    North         East    Units  Estimated Accuracy
 PS0333;SPC SD N     -    77,290.      644,430.      MT  (+/- 180 meters Scaled)
 PS0333
 PS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ649305(NAD 83)
 PS0333
 PS0333                          SUPERSEDED SURVEY CONTROL
 PS0333
 PS0333  NGVD 29 (??/??/92)  569.776  (m)         1869.34   (f) ADJ UNCH    2 0
 PS0333
 PS0333.Superseded values are not recommended for survey control.
 PS0333
 PS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0333.See file dsdata.pdf to determine how the superseded data were derived.
 PS0333
 PS0333_MARKER: DB = BENCH MARK DISK
 PS0333_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PS0333+WITH SETTING: PAVEMENT
 PS0333_SP_SET: BLOCK
 PS0333_STAMPING: X 47 RESET 1935
 PS0333_MARK LOGO: CGS
 PS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0333+STABILITY: SURFACE MOTION
 PS0333
 PS0333  HISTORY     - Date     Condition        Report By
 PS0333  HISTORY     - 1935     MONUMENTED       SDHD
 PS0333  HISTORY     - 1940     GOOD             CGS
 PS0333  HISTORY     - 1984     MARK NOT FOUND   NGS
 PS0333
 PS0333                          STATION DESCRIPTION
 PS0333
 PS0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0333'0.4 MI N FROM HIGHMORE.
 PS0333'0.4 MILE NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND NORTH
 PS0333'WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, AT THE
 PS0333'JUNCTION OF U.S. HIGHWAY 14, 40.5 FEET SOUTH OF THE CENTERLINE
 PS0333'OF THE HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF THE SENECA
 PS0333'ROAD, AT THE NORTHWEST CORNER OF A GROUP OF POWER TRANSFORMERS,
 PS0333'IN THE TOP OF THE CONCRETE BLOCK OF THE POST AT THE NORTHWEST
 PS0333'FENCE CORNER, 0.7 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 PS0333'AND ABOUT 10 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 PS0333'X 47 RESET 1935.
 PS0333
 PS0333                          STATION RECOVERY (1984)
 PS0333
 PS0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4160 ***********************************************************************
 AE4160  DESIGNATION -  X 470
 AE4160  PID         -  AE4160
 AE4160  STATE/COUNTY-  SD/FAULK
 AE4160  COUNTRY     -  US
 AE4160  USGS QUAD   -  MIRANDA (2017)
 AE4160
 AE4160                         *CURRENT SURVEY CONTROL
 AE4160  ______________________________________________________________________
 AE4160* NAD 83(1986) POSITION- 44 53 49.     (N) 098 59 16.     (W)   SCALED
 AE4160* NAVD 88 ORTHO HEIGHT -   446.495 (meters)     1464.88  (feet) ADJUSTED
 AE4160  ______________________________________________________________________
 AE4160  GEOID HEIGHT    -        -23.999 (meters)                     GEOID18
 AE4160  DYNAMIC HEIGHT  -        446.435 (meters)     1464.68  (feet) COMP
 AE4160  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 AE4160
 AE4160  VERT ORDER      -  FIRST     CLASS II
 AE4160
 AE4160.The horizontal coordinates were scaled from a map and have
 AE4160.an estimated accuracy of +/- 6 seconds.
 AE4160
 AE4160.The orthometric height was determined by differential leveling and
 AE4160.adjusted by the NATIONAL GEODETIC SURVEY
 AE4160.in July 1998.
 AE4160
 AE4160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4160.GEOID18 height accuracy estimate available here.
 AE4160
 AE4160.Click photographs - Photos may exist for this station.
 AE4160
 AE4160.The dynamic height is computed by dividing the NAVD 88
 AE4160.geopotential number by the normal gravity value computed on the
 AE4160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4160.degrees latitude (g = 980.6199 gals.).
 AE4160
 AE4160.The modeled gravity was interpolated from observed gravity values.
 AE4160
 AE4160;                    North         East    Units  Estimated Accuracy
 AE4160;SPC SD N     -   118,690.      679,950.      MT  (+/- 180 meters Scaled)
 AE4160
 AE4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009715(NAD 83)
 AE4160
 AE4160                          SUPERSEDED SURVEY CONTROL
 AE4160
 AE4160.No superseded survey control is available for this station.
 AE4160
 AE4160_MARKER: I = METAL ROD
 AE4160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4160_STAMPING: X 470 1996
 AE4160_MARK LOGO: NGS
 AE4160_PROJECTION: FLUSH
 AE4160_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4160+STABILITY: POSITION/ELEVATION WELL
 AE4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4160+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AE4160_ROD/PIPE-DEPTH: 16.3 meters
 AE4160_SLEEVE-DEPTH  : 10.2 meters
 AE4160
 AE4160  HISTORY     - Date     Condition        Report By
 AE4160  HISTORY     - 1996     MONUMENTED       NGS
 AE4160  HISTORY     - 19960710 GOOD             NGS
 AE4160
 AE4160                          STATION DESCRIPTION
 AE4160
 AE4160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4160'25.6 KM (15.90 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4160'OFFICE IN FAULKTON, 288.0 M (944.9 FT) EAST OF MILEPOST 283, 19.0 M
 AE4160'(62.3 FT) EAST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 45, 14.3 M
 AE4160'(46.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.9 M (32.5 FT) WEST OF A
 AE4160'UTILITY POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.3 M
 AE4160'(4.3 FT) SOUTH OF A WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE
 AE4160'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4160
 AE4160                          STATION RECOVERY (1996)
 AE4160
 AE4160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4160'25.7 KM (15.95 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4160'OFFICE IN FAULKTON, 288.0 M (944.9 FT) EAST OF MILEPOST 283, 19.0 M
 AE4160'(62.3 FT) EAST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 45, 14.3 M
 AE4160'(46.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.9 M (32.5 FT) WEST OF A
 AE4160'UTILITY POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.3 M
 AE4160'(4.3 FT) SOUTH OF A WITNESS POST AND A FENCE.  NOTE--ACCESS TO THE
 AE4160'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4109 ***********************************************************************
 AE4109  DESIGNATION -  X 471
 AE4109  PID         -  AE4109
 AE4109  STATE/COUNTY-  SD/POTTER
 AE4109  COUNTRY     -  US
 AE4109  USGS QUAD   -  LEBANON (2017)
 AE4109
 AE4109                         *CURRENT SURVEY CONTROL
 AE4109  ______________________________________________________________________
 AE4109* NAD 83(1986) POSITION- 45 03 25.     (N) 099 49 04.     (W)   SCALED
 AE4109* NAVD 88 ORTHO HEIGHT -   612.155 (meters)     2008.38  (feet) ADJUSTED
 AE4109  ______________________________________________________________________
 AE4109  GEOID HEIGHT    -        -22.519 (meters)                     GEOID18
 AE4109  DYNAMIC HEIGHT  -        612.068 (meters)     2008.09  (feet) COMP
 AE4109  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 AE4109
 AE4109  VERT ORDER      -  FIRST     CLASS II
 AE4109
 AE4109.The horizontal coordinates were scaled from a map and have
 AE4109.an estimated accuracy of +/- 6 seconds.
 AE4109
 AE4109.The orthometric height was determined by differential leveling and
 AE4109.adjusted by the NATIONAL GEODETIC SURVEY
 AE4109.in July 1998.
 AE4109
 AE4109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4109.GEOID18 height accuracy estimate available here.
 AE4109
 AE4109.Click photographs - Photos may exist for this station.
 AE4109
 AE4109.The dynamic height is computed by dividing the NAVD 88
 AE4109.geopotential number by the normal gravity value computed on the
 AE4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4109.degrees latitude (g = 980.6199 gals.).
 AE4109
 AE4109.The modeled gravity was interpolated from observed gravity values.
 AE4109
 AE4109;                    North         East    Units  Estimated Accuracy
 AE4109;SPC SD N     -   135,990.      614,350.      MT  (+/- 180 meters Scaled)
 AE4109
 AE4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ356896(NAD 83)
 AE4109
 AE4109                          SUPERSEDED SURVEY CONTROL
 AE4109
 AE4109.No superseded survey control is available for this station.
 AE4109
 AE4109_MARKER: I = METAL ROD
 AE4109_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4109_STAMPING: X 471 1996
 AE4109_MARK LOGO: NGS
 AE4109_PROJECTION: FLUSH
 AE4109_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4109+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 AE4109_ROD/PIPE-DEPTH: 6.8 meters
 AE4109_SLEEVE-DEPTH  : 0.9 meters
 AE4109
 AE4109  HISTORY     - Date     Condition        Report By
 AE4109  HISTORY     - 1996     MONUMENTED       NGS
 AE4109  HISTORY     - 20120613 GOOD             INDIV
 AE4109
 AE4109                          STATION DESCRIPTION
 AE4109
 AE4109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4109'12.2 KM (7.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE4109'EXENE STREET IN GETTYSBURG, 70.6 M (231.6 FT) WEST OF MILEPOST 233,
 AE4109'33.2 M (108.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.9 M (39.0 FT)
 AE4109'WEST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) EAST OF A
 AE4109'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AE4109'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4109'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4109'MARK.
 AE4109
 AE4109                          STATION RECOVERY (2012)
 AE4109
 AE4109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0402 ***********************************************************************
 PS0402  DESIGNATION -  X 48
 PS0402  PID         -  PS0402
 PS0402  STATE/COUNTY-  SD/BUFFALO
 PS0402  COUNTRY     -  US
 PS0402  USGS QUAD   -  BIG BEND DAM (2017)
 PS0402
 PS0402                         *CURRENT SURVEY CONTROL
 PS0402  ______________________________________________________________________
 PS0402* NAD 83(1986) POSITION- 44 03 16.     (N) 099 26 04.     (W)   SCALED
 PS0402* NAVD 88 ORTHO HEIGHT -   416.760 (meters)     1367.32  (feet) ADJUSTED
 PS0402  ______________________________________________________________________
 PS0402  GEOID HEIGHT    -        -24.883 (meters)                     GEOID18
 PS0402  DYNAMIC HEIGHT  -        416.667 (meters)     1367.02  (feet) COMP
 PS0402  MODELED GRAVITY -    980,384.1   (mgal)                       NAVD 88
 PS0402
 PS0402  VERT ORDER      -  FIRST     CLASS II
 PS0402
 PS0402.The horizontal coordinates were scaled from a map and have
 PS0402.an estimated accuracy of +/- 6 seconds.
 PS0402
 PS0402.The orthometric height was determined by differential leveling and
 PS0402.adjusted by the NATIONAL GEODETIC SURVEY
 PS0402.in June 1991.
 PS0402
 PS0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0402.GEOID18 height accuracy estimate available here.
 PS0402
 PS0402.Click photographs - Photos may exist for this station.
 PS0402
 PS0402.The dynamic height is computed by dividing the NAVD 88
 PS0402.geopotential number by the normal gravity value computed on the
 PS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0402.degrees latitude (g = 980.6199 gals.).
 PS0402
 PS0402.The modeled gravity was interpolated from observed gravity values.
 PS0402
 PS0402;                    North         East    Units  Estimated Accuracy
 PS0402;SPC SD S     -   191,590.      672,020.      MT  (+/- 180 meters Scaled)
 PS0402
 PS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP652780(NAD 83)
 PS0402
 PS0402                          SUPERSEDED SURVEY CONTROL
 PS0402
 PS0402  NGVD 29 (??/??/92)  416.434  (m)         1366.25   (f) ADJ UNCH    1 2
 PS0402
 PS0402.Superseded values are not recommended for survey control.
 PS0402
 PS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0402.See file dsdata.pdf to determine how the superseded data were derived.
 PS0402
 PS0402_MARKER: DB = BENCH MARK DISK
 PS0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0402_STAMPING: X 48 1934
 PS0402_MARK LOGO: CGS
 PS0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0402+STABILITY: SURFACE MOTION
 PS0402
 PS0402  HISTORY     - Date     Condition        Report By
 PS0402  HISTORY     - 1934     MONUMENTED       CGS
 PS0402  HISTORY     - 1949     GOOD             CGS
 PS0402  HISTORY     - 1965     MARK NOT FOUND   USGS
 PS0402  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0402
 PS0402                          STATION DESCRIPTION
 PS0402
 PS0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0402'AT FORT THOMPSON.
 PS0402'AT FORT THOMPSON, BUFFALO COUNTY, ON STATE HIGHWAY 47, AT THE
 PS0402'JUNCTION OF A ROAD LEADING INTO FORT THOMPSON, NEAR THE CENTER
 PS0402'OF THE TRIANGLE, 100 FEET SOUTHEAST OF THE CENTER OF THE WEST
 PS0402'JUNCTION, 57 FEET NORTH OF THE CENTERLINE OF THE ROAD TO THE EAST
 PS0402'JUNCTION, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.  A
 PS0402'STANDARD DISK, STAMPED X 48 1934 AND SET IN THE TOP OF A CONCRETE
 PS0402'POST.
 PS0402
 PS0402                          STATION RECOVERY (1965)
 PS0402
 PS0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PS0402'MARK NOT FOUND.
 PS0402
 PS0402                          STATION RECOVERY (2013)
 PS0402
 PS0402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0532 ***********************************************************************
 PS0532  DESIGNATION -  X 49
 PS0532  PID         -  PS0532
 PS0532  STATE/COUNTY-  SD/HUGHES
 PS0532  COUNTRY     -  US
 PS0532  USGS QUAD   -  HARROLD (2017)
 PS0532
 PS0532                         *CURRENT SURVEY CONTROL
 PS0532  ______________________________________________________________________
 PS0532* NAD 83(1986) POSITION- 44 31 27.     (N) 099 41 01.     (W)   SCALED
 PS0532* NAVD 88 ORTHO HEIGHT -   547.302 (meters)     1795.61  (feet) ADJUSTED
 PS0532  ______________________________________________________________________
 PS0532  GEOID HEIGHT    -        -23.622 (meters)                     GEOID18
 PS0532  DYNAMIC HEIGHT  -        547.193 (meters)     1795.25  (feet) COMP
 PS0532  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 PS0532
 PS0532  VERT ORDER      -  SECOND    CLASS 0
 PS0532
 PS0532.The horizontal coordinates were scaled from a map and have
 PS0532.an estimated accuracy of +/- 6 seconds.
 PS0532
 PS0532.The orthometric height was determined by differential leveling and
 PS0532.adjusted by the NATIONAL GEODETIC SURVEY
 PS0532.in June 1991.
 PS0532
 PS0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0532.GEOID18 height accuracy estimate available here.
 PS0532
 PS0532.Click photographs - Photos may exist for this station.
 PS0532
 PS0532.The dynamic height is computed by dividing the NAVD 88
 PS0532.geopotential number by the normal gravity value computed on the
 PS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0532.degrees latitude (g = 980.6199 gals.).
 PS0532
 PS0532.The modeled gravity was interpolated from observed gravity values.
 PS0532
 PS0532;                    North         East    Units  Estimated Accuracy
 PS0532;SPC SD S     -   243,600.      651,650.      MT  (+/- 180 meters Scaled)
 PS0532
 PS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ456303(NAD 83)
 PS0532
 PS0532                          SUPERSEDED SURVEY CONTROL
 PS0532
 PS0532  NGVD 29 (??/??/92)  546.938  (m)         1794.41   (f) ADJ UNCH    2 0
 PS0532
 PS0532.Superseded values are not recommended for survey control.
 PS0532
 PS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0532.See file dsdata.pdf to determine how the superseded data were derived.
 PS0532
 PS0532_MARKER: DB = BENCH MARK DISK
 PS0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0532_STAMPING: X 49 1934
 PS0532_MARK LOGO: CGS
 PS0532_PROJECTION: PROJECTING 15 CENTIMETERS
 PS0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0532+STABILITY: SURFACE MOTION
 PS0532
 PS0532  HISTORY     - Date     Condition        Report By
 PS0532  HISTORY     - 1934     MONUMENTED       CGS
 PS0532  HISTORY     - 1940     GOOD             CGS
 PS0532  HISTORY     - 19941129 MARK NOT FOUND   NGS
 PS0532
 PS0532                          STATION DESCRIPTION
 PS0532
 PS0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0532'2.8 MI E FROM HARROLD.
 PS0532'ABOUT 2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0532'FROM THE STATION AT HARROLD, HUGHES COUNTY, ABOUT 7 POLES WEST
 PS0532'OF MILEPOST 437, AT A SECTION-LINE ROAD CROSSING, 89.2 FEET
 PS0532'NORTH OF THE NORTH RAIL, 22.7 FEET EAST OF THE CENTER LINE OF
 PS0532'THE ROAD, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 0.8 FOOT WEST
 PS0532'OF A WHITE REFERENCE POST, AND ABOUT 2 FEET LOWER THAN THE
 PS0532'ROAD.  A STANDARD DISK, STAMPED X 49 1934 AND SET IN THE TOP
 PS0532'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PS0532
 PS0532                          STATION RECOVERY (1940)
 PS0532
 PS0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0532'RECOVERED IN GOOD CONDITION.
 PS0532
 PS0532                          STATION RECOVERY (1994)
 PS0532
 PS0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0532'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0348 ***********************************************************************
 OQ0348  DESIGNATION -  X 5
 OQ0348  PID         -  OQ0348
 OQ0348  STATE/COUNTY-  SD/MCCOOK
 OQ0348  COUNTRY     -  US
 OQ0348  USGS QUAD   -  SALEM NE (2017)
 OQ0348
 OQ0348                         *CURRENT SURVEY CONTROL
 OQ0348  ______________________________________________________________________
 OQ0348* NAD 83(1986) POSITION- 43 43 26.     (N) 097 18 30.     (W)   SCALED
 OQ0348* NAVD 88 ORTHO HEIGHT -   484.880 (meters)     1590.81  (feet) ADJUSTED
 OQ0348  ______________________________________________________________________
 OQ0348  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 OQ0348  DYNAMIC HEIGHT  -        484.759 (meters)     1590.41  (feet) COMP
 OQ0348  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 OQ0348
 OQ0348  VERT ORDER      -  FIRST     CLASS II
 OQ0348
 OQ0348.The horizontal coordinates were scaled from a map and have
 OQ0348.an estimated accuracy of +/- 6 seconds.
 OQ0348
 OQ0348.The orthometric height was determined by differential leveling and
 OQ0348.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0348.in June 1991.
 OQ0348
 OQ0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0348.GEOID18 height accuracy estimate available here.
 OQ0348
 OQ0348.Click photographs - Photos may exist for this station.
 OQ0348
 OQ0348.The dynamic height is computed by dividing the NAVD 88
 OQ0348.geopotential number by the normal gravity value computed on the
 OQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0348.degrees latitude (g = 980.6199 gals.).
 OQ0348
 OQ0348.The modeled gravity was interpolated from observed gravity values.
 OQ0348
 OQ0348;                    North         East    Units  Estimated Accuracy
 OQ0348;SPC SD S     -   158,920.      843,670.      MT  (+/- 180 meters Scaled)
 OQ0348
 OQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP362425(NAD 83)
 OQ0348
 OQ0348                          SUPERSEDED SURVEY CONTROL
 OQ0348
 OQ0348  NGVD 29 (??/??/92)  484.583  (m)         1589.84   (f) ADJ UNCH    1 2
 OQ0348
 OQ0348.Superseded values are not recommended for survey control.
 OQ0348
 OQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0348.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0348
 OQ0348_MARKER: DB = BENCH MARK DISK
 OQ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0348_STAMPING: 1589.836 X 5 1925
 OQ0348_MARK LOGO: CGS
 OQ0348_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0348+STABILITY: SURFACE MOTION
 OQ0348
 OQ0348  HISTORY     - Date     Condition        Report By
 OQ0348  HISTORY     - 1925     MONUMENTED       CGS
 OQ0348  HISTORY     - 1941     GOOD             CGS
 OQ0348  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0348
 OQ0348                          STATION DESCRIPTION
 OQ0348
 OQ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0348'4 MI E FROM SALEM.
 OQ0348'ABOUT 4 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0348'OMAHA RAILWAY FROM SALEM, MC COOK COUNTY, ABOUT 3 RAILS EAST OF
 OQ0348'CULVERT P 213, AT A ROAD CROSSING, 58 FEET SOUTHEAST OF THE CENTER
 OQ0348'OF THE CROSSING, 44 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 OQ0348'37 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTH OF A
 OQ0348'ROW OF POLES, AND ABOUT 8-1/2 FEET NORTHWEST OF A FENCE CORNER.  A
 OQ0348'STANDARD DISK, STAMPED 1589.836 X 5 1925 AND SET IN THE TOP OF A
 OQ0348'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- THE
 OQ0348'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY IS NOW THE SOO
 OQ0348'LINE RAILROAD.
 OQ0348
 OQ0348                          STATION RECOVERY (1941)
 OQ0348
 OQ0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OQ0348'RECOVERED IN GOOD CONDITION.
 OQ0348
 OQ0348                          STATION RECOVERY (2012)
 OQ0348
 OQ0348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0247 ***********************************************************************
 PS0247  DESIGNATION -  X 50
 PS0247  PID         -  PS0247
 PS0247  STATE/COUNTY-  SD/HAND
 PS0247  COUNTRY     -  US
 PS0247  USGS QUAD   -  MILLER (2017)
 PS0247
 PS0247                         *CURRENT SURVEY CONTROL
 PS0247  ______________________________________________________________________
 PS0247* NAD 83(1986) POSITION- 44 30 55.64   (N) 098 57 51.50   (W)   HD_HELD1
 PS0247* NAVD 88 ORTHO HEIGHT -   480.314 (meters)     1575.83  (feet) ADJUSTED
 PS0247  ______________________________________________________________________
 PS0247  GEOID HEIGHT    -        -24.535 (meters)                     GEOID18
 PS0247  DYNAMIC HEIGHT  -        480.222 (meters)     1575.53  (feet) COMP
 PS0247  MODELED GRAVITY -    980,411.8   (mgal)                       NAVD 88
 PS0247
 PS0247  VERT ORDER      -  FIRST     CLASS II
 PS0247
 PS0247.The horizontal coordinates were determined by differentially corrected
 PS0247.hand held GPS observations or other comparable positioning techniques
 PS0247.and have an estimated accuracy of +/- 3 meters.
 PS0247
 PS0247.The orthometric height was determined by differential leveling and
 PS0247.adjusted by the NATIONAL GEODETIC SURVEY
 PS0247.in October 1997.
 PS0247
 PS0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0247.GEOID18 height accuracy estimate available here.
 PS0247
 PS0247.Click photographs - Photos may exist for this station.
 PS0247
 PS0247.The dynamic height is computed by dividing the NAVD 88
 PS0247.geopotential number by the normal gravity value computed on the
 PS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0247.degrees latitude (g = 980.6199 gals.).
 PS0247
 PS0247.The modeled gravity was interpolated from observed gravity values.
 PS0247
 PS0247;                    North         East    Units  Estimated Accuracy
 PS0247;SPC SD N     -    76,325.8     682,342.9     MT  (+/- 3 meters HH1 GPS) 
 PS0247
 PS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0283629126(NAD 83)
 PS0247
 PS0247                          SUPERSEDED SURVEY CONTROL
 PS0247
 PS0247  NAVD 88 (06/15/91)  480.308  (m)         1575.81   (f) SUPERSEDED  1 2
 PS0247  NGVD 29 (??/??/92)  479.981  (m)         1574.74   (f) ADJ UNCH    1 2
 PS0247
 PS0247.Superseded values are not recommended for survey control.
 PS0247
 PS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0247.See file dsdata.pdf to determine how the superseded data were derived.
 PS0247
 PS0247_MARKER: DB = BENCH MARK DISK
 PS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0247_STAMPING: X 50 1934
 PS0247_MARK LOGO: CGS
 PS0247_PROJECTION: FLUSH
 PS0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0247+STABILITY: SURFACE MOTION
 PS0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0247+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0247
 PS0247  HISTORY     - Date     Condition        Report By
 PS0247  HISTORY     - 1934     MONUMENTED       CGS
 PS0247  HISTORY     - 1940     GOOD             CGS
 PS0247  HISTORY     - 19941102 GOOD             NGS
 PS0247
 PS0247                          STATION DESCRIPTION
 PS0247
 PS0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0247'1.3 MI E FROM MILLER.
 PS0247'ABOUT 1.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0247'FROM THE CITY WATER TANK AT MILLER, HAND COUNTY, ABOUT 12 POLES
 PS0247'EAST OF MILEPOST 402, AT A SECTION-LINE ROAD CROSSING, ABOUT 265
 PS0247'FEET WEST OF THE CENTER LINE OF THE ROAD, 94.4 FEET NORTH OF THE
 PS0247'NORTH RAIL, 0.7 FOOT EAST OF A WHITE REFERENCE POST, AND ABOUT
 PS0247'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 50 1934
 PS0247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 PS0247'ABOVE GROUND.
 PS0247
 PS0247                          STATION RECOVERY (1940)
 PS0247
 PS0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0247'RECOVERED IN GOOD CONDITION.
 PS0247
 PS0247                          STATION RECOVERY (1994)
 PS0247
 PS0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0247'2.1 KM (1.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0247'IN MILLER, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 PS0247'78.8 M (258.5 FT) WEST OF THE ROAD CENTER, 28.7 M (94.2 FT) NORTH OF
 PS0247'THE NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 0.7 M
 PS0247'(2.3 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTH OF A
 PS0247'FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 PS0247'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0095 ***********************************************************************
 PS0095  DESIGNATION -  X 51
 PS0095  PID         -  PS0095
 PS0095  STATE/COUNTY-  SD/BEADLE
 PS0095  COUNTRY     -  US
 PS0095  USGS QUAD   -  HURON (2017)
 PS0095
 PS0095                         *CURRENT SURVEY CONTROL
 PS0095  ______________________________________________________________________
 PS0095* NAD 83(1986) POSITION- 44 21 58.     (N) 098 12 52.     (W)   SCALED
 PS0095* NAVD 88 ORTHO HEIGHT -   392.169 (meters)     1286.64  (feet) ADJUSTED
 PS0095  ______________________________________________________________________
 PS0095  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 PS0095  DYNAMIC HEIGHT  -        392.103 (meters)     1286.42  (feet) COMP
 PS0095  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 PS0095
 PS0095  VERT ORDER      -  FIRST     CLASS II
 PS0095
 PS0095.The horizontal coordinates were scaled from a map and have
 PS0095.an estimated accuracy of +/- 6 seconds.
 PS0095
 PS0095.The orthometric height was determined by differential leveling and
 PS0095.adjusted by the NATIONAL GEODETIC SURVEY
 PS0095.in October 1997.
 PS0095
 PS0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0095.GEOID18 height accuracy estimate available here.
 PS0095
 PS0095.Click photographs - Photos may exist for this station.
 PS0095
 PS0095.The dynamic height is computed by dividing the NAVD 88
 PS0095.geopotential number by the normal gravity value computed on the
 PS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0095.degrees latitude (g = 980.6199 gals.).
 PS0095
 PS0095.The modeled gravity was interpolated from observed gravity values.
 PS0095
 PS0095;                    North         East    Units  Estimated Accuracy
 PS0095;SPC SD N     -    60,770.      742,320.      MT  (+/- 180 meters Scaled)
 PS0095
 PS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ625128(NAD 83)
 PS0095
 PS0095                          SUPERSEDED SURVEY CONTROL
 PS0095
 PS0095  NAVD 88 (06/15/91)  392.198  (m)         1286.74   (f) SUPERSEDED  1 2
 PS0095  NGVD 29 (??/??/92)  391.928  (m)         1285.85   (f) ADJ UNCH    1 2
 PS0095
 PS0095.Superseded values are not recommended for survey control.
 PS0095
 PS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0095.See file dsdata.pdf to determine how the superseded data were derived.
 PS0095
 PS0095_MARKER: DB = BENCH MARK DISK
 PS0095_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0095_SP_SET: BUILDING
 PS0095_STAMPING: X 51 1934
 PS0095_MARK LOGO: CGS
 PS0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0095+STABILITY: SURFACE MOTION
 PS0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0095+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 PS0095
 PS0095  HISTORY     - Date     Condition        Report By
 PS0095  HISTORY     - 1934     MONUMENTED       CGS
 PS0095  HISTORY     - 1964     GOOD             CGS
 PS0095  HISTORY     - 19941031 GOOD             NGS
 PS0095
 PS0095                          STATION DESCRIPTION
 PS0095
 PS0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0095'AT HURON.
 PS0095'AT HURON, BEADLE COUNTY, IN THE NORTH BRICK WALL FACING THE
 PS0095'TRACK OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 8 FEET
 PS0095'EAST OF THE CENTER LINE OF THE FRONT ENTRANCE, AND ABOUT 3-1/2
 PS0095'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED X 51 1934 AND SET
 PS0095'VERTICALLY.
 PS0095
 PS0095                          STATION RECOVERY (1964)
 PS0095
 PS0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PS0095'RECOVERED IN GOOD CONDITION.
 PS0095
 PS0095                          STATION RECOVERY (1994)
 PS0095
 PS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0095'IN HURON, AT THE INTERSECTION OF DAKOTA AVENUE AND THE DAKOTA,
 PS0095'MINNESOTA AND EASTERN RAILROAD, SET VERTICALLY IN THE NORTH FACE OF
 PS0095'THE RAILROAD STATION, 75.7 M (248.4 FT) WEST OF THE AVENUE CENTER,
 PS0095'22.2 M (72.8 FT) SOUTH OF THE NEAR RAIL, 12.2 M (40.0 FT) WEST OF THE
 PS0095'NORTHEAST CORNER OF THE BUILDING, 2.2 M (7.2 FT) EAST OF THE MOST
 PS0095'EASTERLY ENTRANCE DOOR ON THE NORTH SIDE OF THE BUILDING, AND 1.4 M
 PS0095'(4.6 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0522 ***********************************************************************
 PR0522  DESIGNATION -  X 52
 PR0522  PID         -  PR0522
 PR0522  STATE/COUNTY-  SD/KINGSBURY
 PR0522  COUNTRY     -  US
 PR0522  USGS QUAD   -  ERWIN (2017)
 PR0522
 PR0522                         *CURRENT SURVEY CONTROL
 PR0522  ______________________________________________________________________
 PR0522* NAD 83(1986) POSITION- 44 22 42.     (N) 097 28 15.     (W)   SCALED
 PR0522* NAVD 88 ORTHO HEIGHT -   522.343 (meters)     1713.72  (feet) ADJUSTED
 PR0522  ______________________________________________________________________
 PR0522  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 PR0522  DYNAMIC HEIGHT  -        522.242 (meters)     1713.39  (feet) COMP
 PR0522  MODELED GRAVITY -    980,408.8   (mgal)                       NAVD 88
 PR0522
 PR0522  VERT ORDER      -  FIRST     CLASS II
 PR0522
 PR0522.The horizontal coordinates were scaled from a map and have
 PR0522.an estimated accuracy of +/- 6 seconds.
 PR0522
 PR0522.The orthometric height was determined by differential leveling and
 PR0522.adjusted by the NATIONAL GEODETIC SURVEY
 PR0522.in October 1997.
 PR0522
 PR0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0522.GEOID18 height accuracy estimate available here.
 PR0522
 PR0522.Click photographs - Photos may exist for this station.
 PR0522
 PR0522.The dynamic height is computed by dividing the NAVD 88
 PR0522.geopotential number by the normal gravity value computed on the
 PR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0522.degrees latitude (g = 980.6199 gals.).
 PR0522
 PR0522.The modeled gravity was interpolated from observed gravity values.
 PR0522
 PR0522;                    North         East    Units  Estimated Accuracy
 PR0522;SPC SD N     -    63,710.      801,530.      MT  (+/- 180 meters Scaled)
 PR0522
 PR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ218150(NAD 83)
 PR0522
 PR0522                          SUPERSEDED SURVEY CONTROL
 PR0522
 PR0522  NAVD 88 (06/15/91)  522.444  (m)         1714.05   (f) SUPERSEDED  1 2
 PR0522  NGVD 29 (??/??/92)  522.148  (m)         1713.08   (f) ADJ UNCH    1 2
 PR0522
 PR0522.Superseded values are not recommended for survey control.
 PR0522
 PR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0522.See file dsdata.pdf to determine how the superseded data were derived.
 PR0522
 PR0522_MARKER: DB = BENCH MARK DISK
 PR0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0522_STAMPING: X 52 1934
 PR0522_MARK LOGO: CGS
 PR0522_PROJECTION: FLUSH
 PR0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0522+STABILITY: SURFACE MOTION
 PR0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0522+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1994
 PR0522
 PR0522  HISTORY     - Date     Condition        Report By
 PR0522  HISTORY     - 1934     MONUMENTED       CGS
 PR0522  HISTORY     - 1934     GOOD             CGS
 PR0522  HISTORY     - 19940923 GOOD             NGS
 PR0522
 PR0522                          STATION DESCRIPTION
 PR0522
 PR0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0522'3.9 MI E FROM DE SMET.
 PR0522'3.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0522'THE STATION AT DE SMET, KINGSBURY COUNTY, ABOUT 8 POLES EAST
 PR0522'OF MILEPOST 326, ACROSS A ROAD FROM BRIDGE 84, AT A ROAD CROSSING,
 PR0522'42 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 100 FEET
 PR0522'NORTH OF THE CENTER LINE OF THE TRACK, 9 FEET EAST OF A
 PR0522'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE
 PR0522'TRACK.  A STANDARD DISK, STAMPED X 52 1934 AND SET IN THE TOP
 PR0522'OF A CONCRETE POST.
 PR0522
 PR0522                          STATION RECOVERY (1994)
 PR0522
 PR0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0522'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PR0522'STATE HIGHWAY 25 IN DE SMET, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG A
 PR0522'GRAVELED ROAD, 29.1 M (95.5 FT) NORTH OF THE NEAR RAIL OF THE DAKOTA
 PR0522'MINNESOTA AND EASTERN RAILROAD, 12.9 M (42.3 FT) EAST OF THE ROAD
 PR0522'CENTER, 1.6 M (5.2 FT) EAST OF THE WEST END OF A FENCE, 0.9 M (3.0 FT)
 PR0522'BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.2 M
 PR0522'(0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 PR0522'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0492 ***********************************************************************
 PR0492  DESIGNATION -  X 53
 PR0492  PID         -  PR0492
 PR0492  STATE/COUNTY-  SD/MINER
 PR0492  COUNTRY     -  US
 PR0492  USGS QUAD   -  OLDHAM SW (2017)
 PR0492
 PR0492                         *CURRENT SURVEY CONTROL
 PR0492  ______________________________________________________________________
 PR0492* NAD 83(1986) POSITION- 44 00 28.     (N) 097 24 34.     (W)   SCALED
 PR0492* NAVD 88 ORTHO HEIGHT -   506.311 (meters)     1661.12  (feet) ADJUSTED
 PR0492  ______________________________________________________________________
 PR0492  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 PR0492  DYNAMIC HEIGHT  -        506.192 (meters)     1660.73  (feet) COMP
 PR0492  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 PR0492
 PR0492  VERT ORDER      -  SECOND    CLASS 0
 PR0492
 PR0492.The horizontal coordinates were scaled from a map and have
 PR0492.an estimated accuracy of +/- 6 seconds.
 PR0492
 PR0492.The orthometric height was determined by differential leveling and
 PR0492.adjusted by the NATIONAL GEODETIC SURVEY
 PR0492.in June 1991.
 PR0492
 PR0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0492.GEOID18 height accuracy estimate available here.
 PR0492
 PR0492.Click photographs - Photos may exist for this station.
 PR0492
 PR0492.The dynamic height is computed by dividing the NAVD 88
 PR0492.geopotential number by the normal gravity value computed on the
 PR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0492.degrees latitude (g = 980.6199 gals.).
 PR0492
 PR0492.The modeled gravity was interpolated from observed gravity values.
 PR0492
 PR0492;                    North         East    Units  Estimated Accuracy
 PR0492;SPC SD S     -   190,150.      834,420.      MT  (+/- 180 meters Scaled)
 PR0492
 PR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP275739(NAD 83)
 PR0492
 PR0492                          SUPERSEDED SURVEY CONTROL
 PR0492
 PR0492  NGVD 29 (??/??/92)  506.008  (m)         1660.13   (f) ADJ UNCH    2 0
 PR0492
 PR0492.Superseded values are not recommended for survey control.
 PR0492
 PR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0492.See file dsdata.pdf to determine how the superseded data were derived.
 PR0492
 PR0492_MARKER: DB = BENCH MARK DISK
 PR0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0492_STAMPING: X 53 1934
 PR0492_MARK LOGO: CGS
 PR0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0492+STABILITY: SURFACE MOTION
 PR0492
 PR0492  HISTORY     - Date     Condition        Report By
 PR0492  HISTORY     - 1934     MONUMENTED       CGS
 PR0492
 PR0492                          STATION DESCRIPTION
 PR0492
 PR0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0492'2.5 MI W FROM WINFRED.
 PR0492'IN MINER COUNTY, ABOUT 2.5 MILES WEST ALONG THE CHICAGO,
 PR0492'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 PR0492'WINFRED, LAKE COUNTY, ABOUT 11 POLES WEST OF MILEPOST 349, AT THE
 PR0492'CROSSING OF STATE HIGHWAY 34, ABOUT 105 FEET NORTHEAST OF THE
 PR0492'CENTER LINE OF THE HIGHWAY, 80 FEET NORTH OF THE CENTER LINE
 PR0492'OF THE TRACK, 4 FEET EAST OF A POLE, AND LEVEL WITH THE TRACK.
 PR0492'A STANDARD DISK, STAMPED X 53 1934 AND SET IN THE TOP OF A
 PR0492'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0186 ***********************************************************************
 PR0186  DESIGNATION -  X 54
 PR0186  PID         -  PR0186
 PR0186  STATE/COUNTY-  SD/BROOKINGS
 PR0186  COUNTRY     -  US
 PR0186  USGS QUAD   -  WHITE SE (2017)
 PR0186
 PR0186                         *CURRENT SURVEY CONTROL
 PR0186  ______________________________________________________________________
 PR0186* NAD 83(1986) POSITION- 44 16 13.     (N) 096 32 26.     (W)   SCALED
 PR0186* NAVD 88 ORTHO HEIGHT -   517.213 (meters)     1696.89  (feet) ADJUSTED
 PR0186  ______________________________________________________________________
 PR0186  GEOID HEIGHT    -        -25.707 (meters)                     GEOID18
 PR0186  DYNAMIC HEIGHT  -        517.108 (meters)     1696.55  (feet) COMP
 PR0186  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 PR0186
 PR0186  VERT ORDER      -  SECOND    CLASS 0
 PR0186
 PR0186.The horizontal coordinates were scaled from a map and have
 PR0186.an estimated accuracy of +/- 6 seconds.
 PR0186
 PR0186.The orthometric height was determined by differential leveling and
 PR0186.adjusted by the NATIONAL GEODETIC SURVEY
 PR0186.in June 1991.
 PR0186
 PR0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0186.GEOID18 height accuracy estimate available here.
 PR0186
 PR0186.Click photographs - Photos may exist for this station.
 PR0186
 PR0186.The dynamic height is computed by dividing the NAVD 88
 PR0186.geopotential number by the normal gravity value computed on the
 PR0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0186.degrees latitude (g = 980.6199 gals.).
 PR0186
 PR0186.The modeled gravity was interpolated from observed gravity values.
 PR0186
 PR0186;                    North         East    Units  Estimated Accuracy
 PR0186;SPC SD N     -    54,460.      876,130.      MT  (+/- 180 meters Scaled)
 PR0186
 PR0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ962048(NAD 83)
 PR0186
 PR0186                          SUPERSEDED SURVEY CONTROL
 PR0186
 PR0186  NGVD 29 (??/??/92)  516.960  (m)         1696.06   (f) ADJ UNCH    2 0
 PR0186
 PR0186.Superseded values are not recommended for survey control.
 PR0186
 PR0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0186.See file dsdata.pdf to determine how the superseded data were derived.
 PR0186
 PR0186_MARKER: DB = BENCH MARK DISK
 PR0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0186_STAMPING: X 54 1934
 PR0186_MARK LOGO: CGS
 PR0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0186+STABILITY: SURFACE MOTION
 PR0186
 PR0186  HISTORY     - Date     Condition        Report By
 PR0186  HISTORY     - 1934     MONUMENTED       CGS
 PR0186
 PR0186                          STATION DESCRIPTION
 PR0186
 PR0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0186'1.5 MI SE FROM MC KAIN.
 PR0186'1.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0186'RAILWAY FROM MC KAIN, BROOKINGS COUNTY, ABOUT 13 POLES NORTHWEST
 PR0186'OF MILEPOST 337, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PR0186'TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0186'DISK, STAMPED X 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0304 ***********************************************************************
 PR0304  DESIGNATION -  X 55
 PR0304  PID         -  PR0304
 PR0304  STATE/COUNTY-  SD/DEUEL
 PR0304  COUNTRY     -  US
 PR0304  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0304
 PR0304                         *CURRENT SURVEY CONTROL
 PR0304  ______________________________________________________________________
 PR0304* NAD 83(1986) POSITION- 44 43 56.     (N) 096 38 05.     (W)   SCALED
 PR0304* NAVD 88 ORTHO HEIGHT -   549.603 (meters)     1803.16  (feet) ADJUSTED
 PR0304  ______________________________________________________________________
 PR0304  GEOID HEIGHT    -        -25.295 (meters)                     GEOID18
 PR0304  DYNAMIC HEIGHT  -        549.519 (meters)     1802.88  (feet) COMP
 PR0304  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 PR0304
 PR0304  VERT ORDER      -  SECOND    CLASS 0
 PR0304
 PR0304.The horizontal coordinates were scaled from a map and have
 PR0304.an estimated accuracy of +/- 6 seconds.
 PR0304
 PR0304.The orthometric height was determined by differential leveling and
 PR0304.adjusted by the NATIONAL GEODETIC SURVEY
 PR0304.in June 1991.
 PR0304
 PR0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0304.GEOID18 height accuracy estimate available here.
 PR0304
 PR0304.Click photographs - Photos may exist for this station.
 PR0304
 PR0304.The dynamic height is computed by dividing the NAVD 88
 PR0304.geopotential number by the normal gravity value computed on the
 PR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0304.degrees latitude (g = 980.6199 gals.).
 PR0304
 PR0304.The modeled gravity was interpolated from observed gravity values.
 PR0304
 PR0304;                    North         East    Units  Estimated Accuracy
 PR0304;SPC SD N     -   105,430.      866,490.      MT  (+/- 180 meters Scaled)
 PR0304
 PR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ872559(NAD 83)
 PR0304
 PR0304                          SUPERSEDED SURVEY CONTROL
 PR0304
 PR0304  NGVD 29 (??/??/92)  549.348  (m)         1802.32   (f) ADJ UNCH    2 0
 PR0304
 PR0304.Superseded values are not recommended for survey control.
 PR0304
 PR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0304.See file dsdata.pdf to determine how the superseded data were derived.
 PR0304
 PR0304_MARKER: DB = BENCH MARK DISK
 PR0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0304_STAMPING: X 55 1934
 PR0304_MARK LOGO: CGS
 PR0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0304+STABILITY: SURFACE MOTION
 PR0304
 PR0304  HISTORY     - Date     Condition        Report By
 PR0304  HISTORY     - 1934     MONUMENTED       CGS
 PR0304
 PR0304                          STATION DESCRIPTION
 PR0304
 PR0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0304'3 MI S FROM CLEAR LAKE.
 PR0304'ABOUT 3.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0304'RAILWAY FROM THE STATION AT CLEAR LAKE, DEUEL COUNTY, ABOUT
 PR0304'13 POLES NORTH OF MILEPOST 372, AT A GRADE CROSSING, 30 FEET
 PR0304'NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF THE CENTER
 PR0304'LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE
 PR0304'RAIL.  A STANDARD DISK, STAMPED X 55 1934 AND SET IN THE TOP OF A
 PR0304'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0635 ***********************************************************************
 PR0635  DESIGNATION -  X 56
 PR0635  PID         -  PR0635
 PR0635  STATE/COUNTY-  SD/CLARK
 PR0635  COUNTRY     -  US
 PR0635  USGS QUAD   -  NAPLES (2017)
 PR0635
 PR0635                         *CURRENT SURVEY CONTROL
 PR0635  ______________________________________________________________________
 PR0635* NAD 83(1986) POSITION- 44 46 20.     (N) 097 30 51.     (W)   SCALED
 PR0635* NAVD 88 ORTHO HEIGHT -   545.644 (meters)     1790.17  (feet) ADJUSTED
 PR0635  ______________________________________________________________________
 PR0635  GEOID HEIGHT    -        -24.746 (meters)                     GEOID18
 PR0635  DYNAMIC HEIGHT  -        545.560 (meters)     1789.89  (feet) COMP
 PR0635  MODELED GRAVITY -    980,445.5   (mgal)                       NAVD 88
 PR0635
 PR0635  VERT ORDER      -  SECOND    CLASS 0
 PR0635
 PR0635.The horizontal coordinates were scaled from a map and have
 PR0635.an estimated accuracy of +/- 6 seconds.
 PR0635
 PR0635.The orthometric height was determined by differential leveling and
 PR0635.adjusted by the NATIONAL GEODETIC SURVEY
 PR0635.in June 1991.
 PR0635
 PR0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0635.GEOID18 height accuracy estimate available here.
 PR0635
 PR0635.Click photographs - Photos may exist for this station.
 PR0635
 PR0635.The dynamic height is computed by dividing the NAVD 88
 PR0635.geopotential number by the normal gravity value computed on the
 PR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0635.degrees latitude (g = 980.6199 gals.).
 PR0635
 PR0635.The modeled gravity was interpolated from observed gravity values.
 PR0635
 PR0635;                    North         East    Units  Estimated Accuracy
 PR0635;SPC SD N     -   107,350.      796,740.      MT  (+/- 180 meters Scaled)
 PR0635
 PR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ175587(NAD 83)
 PR0635
 PR0635                          SUPERSEDED SURVEY CONTROL
 PR0635
 PR0635  NGVD 29 (??/??/92)  545.352  (m)         1789.21   (f) ADJ UNCH    2 0
 PR0635
 PR0635.Superseded values are not recommended for survey control.
 PR0635
 PR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0635.See file dsdata.pdf to determine how the superseded data were derived.
 PR0635
 PR0635_MARKER: DB = BENCH MARK DISK
 PR0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0635_STAMPING: X 56 1934
 PR0635_MARK LOGO: CGS
 PR0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0635+STABILITY: SURFACE MOTION
 PR0635
 PR0635  HISTORY     - Date     Condition        Report By
 PR0635  HISTORY     - 1934     MONUMENTED       CGS
 PR0635  HISTORY     - 1973     GOOD             USGS
 PR0635
 PR0635                          STATION DESCRIPTION
 PR0635
 PR0635'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0635'AT NAPLES.
 PR0635'AT NAPLES, CLARK COUNTY, IN NE 1/4 OF SEC. 14, R. 56WT. 115 N
 PR0635'350 FT. NNW OF NORTH T-ST., 278 FT. SSE OF T-FENCE WEST AND 120
 PR0635'FT. EAST OF WEST R.R. R/W FENCE LINE.  A STANDARD DISK, STAMPED
 PR0635'X 56 1934 AND SET IN THETOP OF A CONCRETE POST.  SEC. 14, R. 56
 PR0635'T. 115 N.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0016 ***********************************************************************
 PS0016  DESIGNATION -  X 58
 PS0016  PID         -  PS0016
 PS0016  STATE/COUNTY-  SD/SPINK
 PS0016  COUNTRY     -  US
 PS0016  USGS QUAD   -  DOLAND NW (2017)
 PS0016
 PS0016                         *CURRENT SURVEY CONTROL
 PS0016  ______________________________________________________________________
 PS0016* NAD 83(1986) POSITION- 44 53 13.59   (N) 098 10 29.01   (W)   HD_HELD1
 PS0016* NAVD 88 ORTHO HEIGHT -   394.945 (meters)     1295.75  (feet) ADJUSTED
 PS0016  ______________________________________________________________________
 PS0016  GEOID HEIGHT    -        -24.407 (meters)                     GEOID18
 PS0016  DYNAMIC HEIGHT  -        394.903 (meters)     1295.61  (feet) COMP
 PS0016  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 PS0016
 PS0016  VERT ORDER      -  SECOND    CLASS 0
 PS0016
 PS0016.The horizontal coordinates were determined by differentially corrected
 PS0016.hand held GPS observations or other comparable positioning techniques
 PS0016.and have an estimated accuracy of +/- 3 meters.
 PS0016
 PS0016.The orthometric height was determined by differential leveling and
 PS0016.adjusted by the NATIONAL GEODETIC SURVEY
 PS0016.in June 1991.
 PS0016
 PS0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0016.GEOID18 height accuracy estimate available here.
 PS0016
 PS0016.Click photographs - Photos may exist for this station.
 PS0016
 PS0016.The dynamic height is computed by dividing the NAVD 88
 PS0016.geopotential number by the normal gravity value computed on the
 PS0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0016.degrees latitude (g = 980.6199 gals.).
 PS0016
 PS0016.The modeled gravity was interpolated from observed gravity values.
 PS0016
 PS0016;                    North         East    Units  Estimated Accuracy
 PS0016;SPC SD N     -   118,723.1     744,179.1     MT  (+/- 3 meters HH1 GPS) 
 PS0016
 PS0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6517170740(NAD 83)
 PS0016
 PS0016                          SUPERSEDED SURVEY CONTROL
 PS0016
 PS0016  NGVD 29 (??/??/92)  394.670  (m)         1294.85   (f) ADJ UNCH    2 0
 PS0016
 PS0016.Superseded values are not recommended for survey control.
 PS0016
 PS0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0016.See file dsdata.pdf to determine how the superseded data were derived.
 PS0016
 PS0016_MARKER: DB = BENCH MARK DISK
 PS0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0016_STAMPING: X 58 1934
 PS0016_MARK LOGO: CGS
 PS0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0016+STABILITY: SURFACE MOTION
 PS0016
 PS0016  HISTORY     - Date     Condition        Report By
 PS0016  HISTORY     - 1934     MONUMENTED       CGS
 PS0016  HISTORY     - 1971     MARK NOT FOUND   USGS
 PS0016
 PS0016                          STATION DESCRIPTION
 PS0016
 PS0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0016'3.9 MI W FROM DOLAND.
 PS0016'ABOUT 3.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0016'FROM DOLAND, SPINK COUNTY, AT MILEPOST 373, ABOUT 1,400 FEET
 PS0016'EAST OF A ROAD CROSSING, AND 30 FEET NORTH OF THE CENTER LINE OF
 PS0016'THE TRACK.  A STANDARD DISK, STAMPED X 58 1934 AND SET IN THE TOP
 PS0016'OF A CONCRETE POST.  NOTE-- RAILROAD HAS BEEN DISMANTLED, AND
 PS0016'THE MILE POST ARE GONE.
 PS0016
 PS0016                          STATION RECOVERY (1971)
 PS0016
 PS0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PS0016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0076 ***********************************************************************
 QR0076  DESIGNATION -  X 59
 QR0076  PID         -  QR0076
 QR0076  STATE/COUNTY-  SD/SPINK
 QR0076  COUNTRY     -  US
 QR0076  USGS QUAD   -  MELLETTE (2017)
 QR0076
 QR0076                         *CURRENT SURVEY CONTROL
 QR0076  ______________________________________________________________________
 QR0076* NAD 83(1986) POSITION- 45 09 24.86   (N) 098 29 43.26   (W)   HD_HELD1
 QR0076* NAVD 88 ORTHO HEIGHT -   395.713 (meters)     1298.27  (feet) ADJUSTED
 QR0076  ______________________________________________________________________
 QR0076  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 QR0076  DYNAMIC HEIGHT  -        395.676 (meters)     1298.15  (feet) COMP
 QR0076  MODELED GRAVITY -    980,512.0   (mgal)                       NAVD 88
 QR0076
 QR0076  VERT ORDER      -  SECOND    CLASS 0
 QR0076
 QR0076.The horizontal coordinates were determined by differentially corrected
 QR0076.hand held GPS observations or other comparable positioning techniques
 QR0076.and have an estimated accuracy of +/- 3 meters.
 QR0076
 QR0076.The orthometric height was determined by differential leveling and
 QR0076.adjusted by the NATIONAL GEODETIC SURVEY
 QR0076.in June 1991.
 QR0076
 QR0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0076.GEOID18 height accuracy estimate available here.
 QR0076
 QR0076.Click photographs - Photos may exist for this station.
 QR0076
 QR0076.The dynamic height is computed by dividing the NAVD 88
 QR0076.geopotential number by the normal gravity value computed on the
 QR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0076.degrees latitude (g = 980.6199 gals.).
 QR0076
 QR0076.The modeled gravity was interpolated from observed gravity values.
 QR0076
 QR0076;                    North         East    Units  Estimated Accuracy
 QR0076;SPC SD N     -   148,178.4     718,298.8     MT  (+/- 3 meters HH1 GPS) 
 QR0076
 QR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3966500504(NAD 83)
 QR0076
 QR0076                          SUPERSEDED SURVEY CONTROL
 QR0076
 QR0076  NGVD 29 (??/??/92)  395.427  (m)         1297.33   (f) ADJ UNCH    2 0
 QR0076
 QR0076.Superseded values are not recommended for survey control.
 QR0076
 QR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0076.See file dsdata.pdf to determine how the superseded data were derived.
 QR0076
 QR0076_MARKER: DB = BENCH MARK DISK
 QR0076_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QR0076+WITH SETTING: PAVEMENT
 QR0076_SP_SET: SEMAPHORE BASE
 QR0076_STAMPING: X 59 1934
 QR0076_MARK LOGO: CGS
 QR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0076+STABILITY: SURFACE MOTION
 QR0076
 QR0076  HISTORY     - Date     Condition        Report By
 QR0076  HISTORY     - 1934     MONUMENTED       CGS
 QR0076  HISTORY     - 1951     GOOD             CGS
 QR0076
 QR0076                          STATION DESCRIPTION
 QR0076
 QR0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0076'AT MELLETTE.
 QR0076'AT MELLETTE, SPINK COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0076'AND PACIFIC RAILWAY, IN A CONCRETE SEMAPHORE BASE, 10 FEET
 QR0076'SOUTH OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD TRACK, 10 FEET
 QR0076'EAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY
 QR0076'TRACK, AND 6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 QR0076'STAMPED X 59 1934.
 QR0076
 QR0076                          STATION RECOVERY (1951)
 QR0076
 QR0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 QR0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0010 ***********************************************************************
 OR0010  DESIGNATION -  X 6
 OR0010  PID         -  OR0010
 OR0010  STATE/COUNTY-  SD/DAVISON
 OR0010  COUNTRY     -  US
 OR0010  USGS QUAD   -  MITCHELL (2017)
 OR0010
 OR0010                         *CURRENT SURVEY CONTROL
 OR0010  ______________________________________________________________________
 OR0010* NAD 83(1986) POSITION- 43 42 25.     (N) 098 01 33.     (W)   SCALED
 OR0010* NAVD 88 ORTHO HEIGHT -   396.897 (meters)     1302.15  (feet) ADJUSTED
 OR0010  ______________________________________________________________________
 OR0010  GEOID HEIGHT    -        -26.159 (meters)                     GEOID18
 OR0010  DYNAMIC HEIGHT  -        396.798 (meters)     1301.83  (feet) COMP
 OR0010  MODELED GRAVITY -    980,359.8   (mgal)                       NAVD 88
 OR0010
 OR0010  VERT ORDER      -  FIRST     CLASS II
 OR0010
 OR0010.The horizontal coordinates were scaled from a map and have
 OR0010.an estimated accuracy of +/- 6 seconds.
 OR0010
 OR0010.The orthometric height was determined by differential leveling and
 OR0010.adjusted by the NATIONAL GEODETIC SURVEY
 OR0010.in June 1991.
 OR0010
 OR0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0010.GEOID18 height accuracy estimate available here.
 OR0010
 OR0010.Click photographs - Photos may exist for this station.
 OR0010
 OR0010.The dynamic height is computed by dividing the NAVD 88
 OR0010.geopotential number by the normal gravity value computed on the
 OR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0010.degrees latitude (g = 980.6199 gals.).
 OR0010
 OR0010.The modeled gravity was interpolated from observed gravity values.
 OR0010
 OR0010;                    North         East    Units  Estimated Accuracy
 OR0010;SPC SD S     -   155,180.      785,940.      MT  (+/- 180 meters Scaled)
 OR0010
 OR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP784397(NAD 83)
 OR0010
 OR0010                          SUPERSEDED SURVEY CONTROL
 OR0010
 OR0010  NGVD 29 (??/??/92)  396.601  (m)         1301.18   (f) ADJ UNCH    1 2
 OR0010
 OR0010.Superseded values are not recommended for survey control.
 OR0010
 OR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0010.See file dsdata.pdf to determine how the superseded data were derived.
 OR0010
 OR0010_MARKER: DB = BENCH MARK DISK
 OR0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0010_SP_SET: WINDOW WELL
 OR0010_STAMPING: X 6 1925
 OR0010_MARK LOGO: CGS
 OR0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0010+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2012
 OR0010
 OR0010  HISTORY     - Date     Condition        Report By
 OR0010  HISTORY     - 1925     MONUMENTED       CGS
 OR0010  HISTORY     - 1935     GOOD             CGS
 OR0010  HISTORY     - 19910622 GOOD             NGS
 OR0010  HISTORY     - 19950630 GOOD             NGS
 OR0010  HISTORY     - 20120901 GOOD             GEOCAC
 OR0010
 OR0010                          STATION DESCRIPTION
 OR0010
 OR0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0010'AT MITCHELL.
 OR0010'AT MITCHELL, DAVISON COUNTY, AT THE SOUTH SIDE OF THE CHICAGO,
 OR0010'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT THE
 OR0010'EAST WINDOW OF THE BASEMENT, IN THE TOP OF THE CONCRETE COPING,
 OR0010'AND ABOUT 1/2 FOOT HIGHER THAN THE CONCRETE PLATFORM.  A
 OR0010'STANDARD DISK, STAMPED X 6 1925.
 OR0010
 OR0010                          STATION RECOVERY (1935)
 OR0010
 OR0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OR0010'RECOVERED IN GOOD CONDITION.
 OR0010
 OR0010                          STATION RECOVERY (1991)
 OR0010
 OR0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0010'IN MITCHELL, AT 210 SOUTH MAIN STREET, IN THE MOST EASTERLY OF 2
 OR0010'CONCRETE WINDOW WELLS ON THE SOUTH SIDE OF THE RAILROAD STATION
 OR0010'(VACANT) AT 210 SOUTH MAIN STREET, 29.6 M (97.1 FT) EAST OF THE
 OR0010'SOUTHWEST CORNER OF THE STATION, 7.6 M (24.9 FT) NORTH OF THE NEAR
 OR0010'RAIL OF THE DAKOTA SOUTHERN RAILROAD, 1.0 M (3.3 FT) NORTH OF THE
 OR0010'NORTHEAST CORNER OF THE FOUNDATION FOR A TRANSFORMER, 0.3 M (1.0 FT)
 OR0010'SOUTH OF THE SOUTH FACE OF THE BUILDING, AND 0.2 M (0.7 FT) ABOVE THE
 OR0010'GROUND SURFACE.
 OR0010
 OR0010                          STATION RECOVERY (1995)
 OR0010
 OR0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OR0010'IN MITCHELL, NEAR THE EAST EDGE OF THE MOST EASTERLY OF 2 CONCRETE
 OR0010'WINDOW WELLS OF THE SOUTH SIDE OF THE DEPOT PUB AND GRILL (OLD
 OR0010'RAILROAD STATION) AT 210 SOUTH MAIN STREET, 29.6 M (97.1 FT) EAST OF
 OR0010'THE SOUTHWEST CORNER OF THE BUILDING, 29.3 M (96.1 FT) WEST OF THE
 OR0010'EXTENDED STREET CENTER, 12.6 M (41.3 FT) NORTH OF THE NEAR RAIL OF THE
 OR0010'BURLINGTON NORTHERN RAILROAD, 0.3 M (1.0 FT) SOUTH OF THE SOUTH FACE
 OR0010'OF THE BUILDING, AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OR0010
 OR0010                          STATION RECOVERY (2012)
 OR0010
 OR0010'RECOVERY NOTE BY GEOCACHING 2012 (MH)
 OR0010'I WAS ABLE TO FIND THIS BENCHMARK TONIGHT WITH THE HELP OF THE
 OR0010'PROPERTY OWNER.
 OR0010'THE BENCHMARK IS ON PRIVATE PROPERTY AT THE DEPOT RESTAURANT.
 OR0010'THE OWNER TELLS ME THAT IN 1996 THEY ADDED THE BACK PATIO REGION OF
 OR0010'THE BUILDING, WHICH ACTUALLY BUILD OVER THE BENCHMARK.
 OR0010'THERE IS A SMALL CRAWL SPACE UNDER THE ADDITION THAT DOES ALLOW ACCESS
 OR0010'TO THE BENCHMARK, BUT BASICALLY THERE IS NO WAY FOR ANYONE FROM THE
 OR0010'GENERAL PUBLIC TO GET TO TO IT.
 OR0010'THE BENCHMARK IS IN EXCEPTIONAL CONDITION AND IS LUCKY TO HAVE
 OR0010'SURVIVED.
 OR0010'MOST OF THE CONCRETE AROUND IT WAS REMOVED DURING THE REMODEL, BUT
 OR0010'THIS SLAB SURVIVED.
 OR0010'THE WINDOW WELLS DESCRIBED IN THE OFFICIAL GEODETIC LISTING NO LONGER
 OR0010'EXIST, BUT THE SLAB THAT THE BENCHMARK IS IN IS IN GREAT SHAPE.  I
 OR0010'IMAGE THAT DUE TO IT BEING FULLY CONCEALED FROM THE PUBLIC AND
 OR0010'ELEMENTS THAT IT WILL EXIST FOR MANY MORE YEARS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0008 ***********************************************************************
 QR0008  DESIGNATION -  X 60
 QR0008  PID         -  QR0008
 QR0008  STATE/COUNTY-  SD/BROWN
 QR0008  COUNTRY     -  US
 QR0008  USGS QUAD   -  COLUMBIA (2017)
 QR0008
 QR0008                         *CURRENT SURVEY CONTROL
 QR0008  ______________________________________________________________________
 QR0008* NAD 83(1986) POSITION- 45 36 38.     (N) 098 18 32.     (W)   SCALED
 QR0008* NAVD 88 ORTHO HEIGHT -   397.717 (meters)     1304.84  (feet) ADJUSTED
 QR0008  ______________________________________________________________________
 QR0008  GEOID HEIGHT    -        -24.796 (meters)                     GEOID18
 QR0008  DYNAMIC HEIGHT  -        397.690 (meters)     1304.75  (feet) COMP
 QR0008  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 QR0008
 QR0008  VERT ORDER      -  FIRST     CLASS II
 QR0008
 QR0008.The horizontal coordinates were scaled from a map and have
 QR0008.an estimated accuracy of +/- 6 seconds.
 QR0008
 QR0008.The orthometric height was determined by differential leveling and
 QR0008.adjusted by the NATIONAL GEODETIC SURVEY
 QR0008.in June 1991.
 QR0008
 QR0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0008.GEOID18 height accuracy estimate available here.
 QR0008
 QR0008.Click photographs - Photos may exist for this station.
 QR0008
 QR0008.The dynamic height is computed by dividing the NAVD 88
 QR0008.geopotential number by the normal gravity value computed on the
 QR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0008.degrees latitude (g = 980.6199 gals.).
 QR0008
 QR0008.The modeled gravity was interpolated from observed gravity values.
 QR0008
 QR0008;                    North         East    Units  Estimated Accuracy
 QR0008;SPC SD N     -   198,870.      731,900.      MT  (+/- 180 meters Scaled)
 QR0008
 QR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR538510(NAD 83)
 QR0008
 QR0008                          SUPERSEDED SURVEY CONTROL
 QR0008
 QR0008  NGVD 29 (??/??/92)  397.411  (m)         1303.84   (f) ADJ UNCH    1 2
 QR0008
 QR0008.Superseded values are not recommended for survey control.
 QR0008
 QR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0008.See file dsdata.pdf to determine how the superseded data were derived.
 QR0008
 QR0008_MARKER: DB = BENCH MARK DISK
 QR0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0008_STAMPING: X 60 1934
 QR0008_MARK LOGO: CGS
 QR0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0008+STABILITY: SURFACE MOTION
 QR0008
 QR0008  HISTORY     - Date     Condition        Report By
 QR0008  HISTORY     - 1934     MONUMENTED       CGS
 QR0008  HISTORY     - 1941     GOOD             CGS
 QR0008
 QR0008                          STATION DESCRIPTION
 QR0008
 QR0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QR0008'AT COLUMBIA.
 QR0008'AT COLUMBIA, BROWN COUNTY, ABOUT 180 FEET WEST OF THE CHICAGO AND
 QR0008'NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING, 40 FEET NORTH
 QR0008'OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF THE CENTER LINE
 QR0008'OF THE TRACK, 5 FEET NORTH OF A POLE, AND ABOUT LEVEL WITH THE
 QR0008'TRACK.  A STANDARD DISK, STAMPED X 60 1934 AND SET IN THE TOP OF
 QR0008'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0306 ***********************************************************************
 QQ0306  DESIGNATION -  X 61
 QQ0306  PID         -  QQ0306
 QQ0306  STATE/COUNTY-  SD/MARSHALL
 QQ0306  COUNTRY     -  US
 QQ0306  USGS QUAD   -  BRITTON EAST (2017)
 QQ0306
 QQ0306                         *CURRENT SURVEY CONTROL
 QQ0306  ______________________________________________________________________
 QQ0306* NAD 83(1986) POSITION- 45 47 31.     (N) 097 44 57.     (W)   SCALED
 QQ0306* NAVD 88 ORTHO HEIGHT -   414.675 (meters)     1360.48  (feet) ADJUSTED
 QQ0306  ______________________________________________________________________
 QQ0306  GEOID HEIGHT    -        -25.346 (meters)                     GEOID18
 QQ0306  DYNAMIC HEIGHT  -        414.656 (meters)     1360.42  (feet) COMP
 QQ0306  MODELED GRAVITY -    980,557.5   (mgal)                       NAVD 88
 QQ0306
 QQ0306  VERT ORDER      -  SECOND    CLASS 0
 QQ0306
 QQ0306.The horizontal coordinates were scaled from a map and have
 QQ0306.an estimated accuracy of +/- 6 seconds.
 QQ0306
 QQ0306.The orthometric height was determined by differential leveling and
 QQ0306.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0306.in June 1991.
 QQ0306
 QQ0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0306.GEOID18 height accuracy estimate available here.
 QQ0306
 QQ0306.Click photographs - Photos may exist for this station.
 QQ0306
 QQ0306.The dynamic height is computed by dividing the NAVD 88
 QQ0306.geopotential number by the normal gravity value computed on the
 QQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0306.degrees latitude (g = 980.6199 gals.).
 QQ0306
 QQ0306.The modeled gravity was interpolated from observed gravity values.
 QQ0306
 QQ0306;                    North         East    Units  Estimated Accuracy
 QQ0306;SPC SD N     -   220,090.      774,990.      MT  (+/- 180 meters Scaled)
 QQ0306
 QQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR972716(NAD 83)
 QQ0306
 QQ0306                          SUPERSEDED SURVEY CONTROL
 QQ0306
 QQ0306  NGVD 29 (??/??/92)  414.391  (m)         1359.55   (f) ADJ UNCH    2 0
 QQ0306
 QQ0306.Superseded values are not recommended for survey control.
 QQ0306
 QQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0306.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0306
 QQ0306_MARKER: DB = BENCH MARK DISK
 QQ0306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QQ0306_SP_SET: WALK
 QQ0306_STAMPING: X 61 1934
 QQ0306_MARK LOGO: CGS
 QQ0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0306
 QQ0306  HISTORY     - Date     Condition        Report By
 QQ0306  HISTORY     - 1934     MONUMENTED       CGS
 QQ0306  HISTORY     - 1934     GOOD             CGS
 QQ0306
 QQ0306                          STATION DESCRIPTION
 QQ0306
 QQ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0306'AT BRITTON.
 QQ0306'AT BRITTON, MARSHALL COUNTY, ON MAIN STREET, AT THE CITY LIBRARY
 QQ0306'AND SWIMMING POOL, IN THE TOP OF THE CONCRETE WALK, 2 FEET NORTH
 QQ0306'AND 4 FEET WEST OF THE NORTHWEST CORNER OF THE LIBRARY, AND 3
 QQ0306'INCHES FROM THE RIM OF THE SWIMMING POOL.  A STANDARD DISK,
 QQ0306'STAMPED X 61 1934.
 QQ0306
 QQ0306                          STATION RECOVERY (1934)
 QQ0306
 QQ0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0185 ***********************************************************************
 QQ0185  DESIGNATION -  X 62 RESET
 QQ0185  PID         -  QQ0185
 QQ0185  STATE/COUNTY-  SD/ROBERTS
 QQ0185  COUNTRY     -  US
 QQ0185  USGS QUAD   -  SISSETON (2017)
 QQ0185
 QQ0185                         *CURRENT SURVEY CONTROL
 QQ0185  ______________________________________________________________________
 QQ0185* NAD 83(1986) POSITION- 45 39 35.     (N) 097 03 40.     (W)   SCALED
 QQ0185* NAVD 88 ORTHO HEIGHT -   382.37  (meters)     1254.5   (feet) RESET
 QQ0185  ______________________________________________________________________
 QQ0185  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 QQ0185  VERT ORDER      -  THIRD
 QQ0185
 QQ0185.The horizontal coordinates were scaled from a map and have
 QQ0185.an estimated accuracy of +/- 6 seconds.
 QQ0185
 QQ0185.The orthometric height was computed from unverified reset data.
 QQ0185
 QQ0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0185.GEOID18 height accuracy estimate available here.
 QQ0185
 QQ0185.Click photographs - Photos may exist for this station.
 QQ0185
 QQ0185;                    North         East    Units  Estimated Accuracy
 QQ0185;SPC SD N     -   207,120.      829,000.      MT  (+/- 180 meters Scaled)
 QQ0185
 QQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR510580(NAD 83)
 QQ0185
 QQ0185                          SUPERSEDED SURVEY CONTROL
 QQ0185
 QQ0185.No superseded survey control is available for this station.
 QQ0185
 QQ0185_MARKER: DB = BENCH MARK DISK
 QQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0185_STAMPING: X 62 RESET 1950
 QQ0185_MARK LOGO: CGS
 QQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0185+STABILITY: SURFACE MOTION
 QQ0185
 QQ0185  HISTORY     - Date     Condition        Report By
 QQ0185  HISTORY     - 1950     MONUMENTED       CGS
 QQ0185  HISTORY     - 1951     GOOD             CGS
 QQ0185
 QQ0185                          STATION DESCRIPTION
 QQ0185
 QQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 QQ0185'AT SISSETON.
 QQ0185'AT SISSETON, ROBERTS COUNTY, ON STATE HIGHWAY 10, AT THE JUNCTION
 QQ0185'OF OLD U.S. HIGHWAY 81, 11.6 FEET WEST OF THE NORTHEAST CORNER
 QQ0185'OF THE COUNTY FENCE, 1 FOOT NORTH AND 71 FEET SOUTH OF THE
 QQ0185'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 62 RESET
 QQ0185'1950 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0344 ***********************************************************************
 QS0344  DESIGNATION -  X 65
 QS0344  PID         -  QS0344
 QS0344  STATE/COUNTY-  SD/CORSON
 QS0344  COUNTRY     -  US
 QS0344  USGS QUAD   -  WAKPALA NW (2017)
 QS0344
 QS0344                         *CURRENT SURVEY CONTROL
 QS0344  ______________________________________________________________________
 QS0344* NAD 83(1986) POSITION- 45 44 45.87   (N) 100 38 26.40   (W)   HD_HELD1
 QS0344* NAVD 88 ORTHO HEIGHT -   541.651 (meters)     1777.07  (feet) ADJUSTED
 QS0344  ______________________________________________________________________
 QS0344  GEOID HEIGHT    -        -21.362 (meters)                     GEOID18
 QS0344  DYNAMIC HEIGHT  -        541.613 (meters)     1776.94  (feet) COMP
 QS0344  MODELED GRAVITY -    980,526.9   (mgal)                       NAVD 88
 QS0344
 QS0344  VERT ORDER      -  SECOND    CLASS 0
 QS0344
 QS0344.The horizontal coordinates were determined by differentially corrected
 QS0344.hand held GPS observations or other comparable positioning techniques
 QS0344.and have an estimated accuracy of +/- 3 meters.
 QS0344
 QS0344.The orthometric height was determined by differential leveling and
 QS0344.adjusted by the NATIONAL GEODETIC SURVEY
 QS0344.in June 1991.
 QS0344
 QS0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0344.GEOID18 height accuracy estimate available here.
 QS0344
 QS0344.Click photographs - Photos may exist for this station.
 QS0344
 QS0344.The dynamic height is computed by dividing the NAVD 88
 QS0344.geopotential number by the normal gravity value computed on the
 QS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0344.degrees latitude (g = 980.6199 gals.).
 QS0344
 QS0344.The modeled gravity was interpolated from observed gravity values.
 QS0344
 QS0344;                    North         East    Units  Estimated Accuracy
 QS0344;SPC SD N     -   212,754.8     550,145.2     MT  (+/- 3 meters HH1 GPS) 
 QS0344
 QS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7237967144(NAD 83)
 QS0344
 QS0344                          SUPERSEDED SURVEY CONTROL
 QS0344
 QS0344  NGVD 29 (??/??/92)  541.263  (m)         1775.79   (f) ADJ UNCH    2 0
 QS0344
 QS0344.Superseded values are not recommended for survey control.
 QS0344
 QS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0344.See file dsdata.pdf to determine how the superseded data were derived.
 QS0344
 QS0344_MARKER: DB = BENCH MARK DISK
 QS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0344_STAMPING: X 65 1934
 QS0344_MARK LOGO: CGS
 QS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0344+STABILITY: SURFACE MOTION
 QS0344
 QS0344  HISTORY     - Date     Condition        Report By
 QS0344  HISTORY     - 1934     MONUMENTED       CGS
 QS0344  HISTORY     - 1945     GOOD             CGS
 QS0344
 QS0344                          STATION DESCRIPTION
 QS0344
 QS0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0344'2.1 MI SE FROM MAHTO.
 QS0344'2.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0344'PACIFIC RAILROAD FROM THE STATION AT MAHTO, CORSON COUNTY, 26
 QS0344'POLES WEST OF MILEPOST 825, AT A ROAD CROSSING, 62 FEET WEST OF
 QS0344'THE CENTER LINE OF THE ROAD, 49 FEET SOUTH OF THE CENTER LINE OF
 QS0344'THE TRACK, 3 FEET SOUTH OF A POLE, AND LEVEL WITH THE TRACK.  A
 QS0344'STANDARD DISK, STAMPED X 65 1934 AND SET IN THE TOP OF A CONCRETE
 QS0344'POST.
 QS0344
 QS0344                          STATION RECOVERY (1945)
 QS0344
 QS0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0055 ***********************************************************************
 QS0055  DESIGNATION -  X 66
 QS0055  PID         -  QS0055
 QS0055  STATE/COUNTY-  SD/CAMPBELL
 QS0055  COUNTRY     -  US
 QS0055  USGS QUAD   -  HERREID (2017)
 QS0055
 QS0055                         *CURRENT SURVEY CONTROL
 QS0055  ______________________________________________________________________
 QS0055* NAD 83(1986) POSITION- 45 49 58.     (N) 100 04 07.     (W)   SCALED
 QS0055* NAVD 88 ORTHO HEIGHT -   513.167 (meters)     1683.62  (feet) ADJUSTED
 QS0055  ______________________________________________________________________
 QS0055  GEOID HEIGHT    -        -22.155 (meters)                     GEOID18
 QS0055  DYNAMIC HEIGHT  -        513.137 (meters)     1683.52  (feet) COMP
 QS0055  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 QS0055
 QS0055  VERT ORDER      -  SECOND    CLASS 0
 QS0055
 QS0055.The horizontal coordinates were scaled from a map and have
 QS0055.an estimated accuracy of +/- 6 seconds.
 QS0055
 QS0055.The orthometric height was determined by differential leveling and
 QS0055.adjusted by the NATIONAL GEODETIC SURVEY
 QS0055.in June 1991.
 QS0055
 QS0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0055.GEOID18 height accuracy estimate available here.
 QS0055
 QS0055.Click photographs - Photos may exist for this station.
 QS0055
 QS0055.The dynamic height is computed by dividing the NAVD 88
 QS0055.geopotential number by the normal gravity value computed on the
 QS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0055.degrees latitude (g = 980.6199 gals.).
 QS0055
 QS0055.The modeled gravity was interpolated from observed gravity values.
 QS0055
 QS0055;                    North         East    Units  Estimated Accuracy
 QS0055;SPC SD N     -   222,200.      594,670.      MT  (+/- 180 meters Scaled)
 QS0055
 QS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR170760(NAD 83)
 QS0055
 QS0055                          SUPERSEDED SURVEY CONTROL
 QS0055
 QS0055  NGVD 29 (??/??/92)  512.790  (m)         1682.38   (f) ADJ UNCH    2 0
 QS0055
 QS0055.Superseded values are not recommended for survey control.
 QS0055
 QS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0055.See file dsdata.pdf to determine how the superseded data were derived.
 QS0055
 QS0055_MARKER: DB = BENCH MARK DISK
 QS0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0055_STAMPING: X 66 1934
 QS0055_MARK LOGO: CGS
 QS0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0055+STABILITY: SURFACE MOTION
 QS0055
 QS0055  HISTORY     - Date     Condition        Report By
 QS0055  HISTORY     - 1934     MONUMENTED       CGS
 QS0055  HISTORY     - 1953     GOOD             CGS
 QS0055  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0055
 QS0055                          STATION DESCRIPTION
 QS0055
 QS0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 QS0055'AT HERREID.
 QS0055'AT HERREID, CAMPBELL COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND
 QS0055'SAULT STE. MARIE RAILWAY, 49.2 FEET NORTHEAST OF THE THIRD POLE
 QS0055'SOUTHWEST OF MILEPOST 398, 94.2 FEET NORTHEAST OF THE MAIN
 QS0055'STREET CROSSING, 31.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 QS0055'MAIN TRACK, 0.9 FOOT NORTH OF A WHITE POST, AND ABOUT 2 FEET
 QS0055'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 66 1934 AND
 QS0055'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES
 QS0055'ABOVE GROUND.
 QS0055
 QS0055                          STATION RECOVERY (1997)
 QS0055
 QS0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0055'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0293 ***********************************************************************
 QR0293  DESIGNATION -  X 67
 QR0293  PID         -  QR0293
 QR0293  STATE/COUNTY-  SD/WALWORTH
 QR0293  COUNTRY     -  US
 QR0293  USGS QUAD   -  LOWRY NW (2017)
 QR0293
 QR0293                         *CURRENT SURVEY CONTROL
 QR0293  ______________________________________________________________________
 QR0293* NAD 83(1986) POSITION- 45 23 29.     (N) 099 59 04.     (W)   SCALED
 QR0293* NAVD 88 ORTHO HEIGHT -   629.584 (meters)     2065.56  (feet) ADJUSTED
 QR0293  ______________________________________________________________________
 QR0293  GEOID HEIGHT    -        -22.268 (meters)                     GEOID18
 QR0293  DYNAMIC HEIGHT  -        629.514 (meters)     2065.33  (feet) COMP
 QR0293  MODELED GRAVITY -    980,484.4   (mgal)                       NAVD 88
 QR0293
 QR0293  VERT ORDER      -  SECOND    CLASS 0
 QR0293
 QR0293.The horizontal coordinates were scaled from a map and have
 QR0293.an estimated accuracy of +/- 6 seconds.
 QR0293
 QR0293.The orthometric height was determined by differential leveling and
 QR0293.adjusted by the NATIONAL GEODETIC SURVEY
 QR0293.in June 1991.
 QR0293
 QR0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0293.GEOID18 height accuracy estimate available here.
 QR0293
 QR0293.Click photographs - Photos may exist for this station.
 QR0293
 QR0293.The dynamic height is computed by dividing the NAVD 88
 QR0293.geopotential number by the normal gravity value computed on the
 QR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0293.degrees latitude (g = 980.6199 gals.).
 QR0293
 QR0293.The modeled gravity was interpolated from observed gravity values.
 QR0293
 QR0293;                    North         East    Units  Estimated Accuracy
 QR0293;SPC SD N     -   173,140.      601,220.      MT  (+/- 180 meters Scaled)
 QR0293
 QR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR229269(NAD 83)
 QR0293
 QR0293                          SUPERSEDED SURVEY CONTROL
 QR0293
 QR0293  NGVD 29 (??/??/92)  629.209  (m)         2064.33   (f) ADJ UNCH    2 0
 QR0293
 QR0293.Superseded values are not recommended for survey control.
 QR0293
 QR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0293.See file dsdata.pdf to determine how the superseded data were derived.
 QR0293
 QR0293_MARKER: DB = BENCH MARK DISK
 QR0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0293_SP_SET: BOX CULVERT HEADWALL
 QR0293_STAMPING: X 67 1934
 QR0293_MARK LOGO: CGS
 QR0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0293+STABILITY: SURFACE MOTION
 QR0293
 QR0293  HISTORY     - Date     Condition        Report By
 QR0293  HISTORY     - 1934     MONUMENTED       CGS
 QR0293  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0293
 QR0293                          STATION DESCRIPTION
 QR0293
 QR0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0293'10.7 MI S FROM SELBY.
 QR0293'10.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 QR0293'AT SELBY, WALWORTH COUNTY, 0.1 MILE EAST OF A FARM DRIVE ON THE
 QR0293'NORTH SIDE OF THE HIGHWAY, AT THE BOTTOM OF A LONG SLOPE, AT A
 QR0293'2- BY 10-FOOT CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF
 QR0293'THE NORTH HEADWALL, 12.5 FEET NORTH OF THE CENTERLINE OF THE
 QR0293'HIGHWAY, 24 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 7.2 FEET WEST
 QR0293'OF A WHITE WOODEN WITNESS POST, AND 2.9 FEET HIGHER THAN THE
 QR0293'HIGHWAY.  A STANDARD DISK, STAMPED X 67 1934.
 QR0293
 QR0293                          STATION RECOVERY (1974)
 QR0293
 QR0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0211 ***********************************************************************
 QS0211  DESIGNATION -  X 68 RESET
 QS0211  PID         -  QS0211
 QS0211  STATE/COUNTY-  SD/POTTER
 QS0211  COUNTRY     -  US
 QS0211  USGS QUAD   -  LAKE HURLEY (2017)
 QS0211
 QS0211                         *CURRENT SURVEY CONTROL
 QS0211  ______________________________________________________________________
 QS0211* NAD 83(1986) POSITION- 45 00 50.     (N) 100 08 15.     (W)   SCALED
 QS0211* NAVD 88 ORTHO HEIGHT -   593.43  (+/-2cm)     1946.9   (feet) VERTCON3
 QS0211  ______________________________________________________________________
 QS0211  GEOID HEIGHT    -        -22.513 (meters)                     GEOID18
 QS0211  VERT ORDER      -  THIRD (See Below)
 QS0211
 QS0211.The horizontal coordinates were scaled from a map and have
 QS0211.an estimated accuracy of +/- 6 seconds.
 QS0211
 QS0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0211
 QS0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0211.GEOID18 height accuracy estimate available here.
 QS0211
 QS0211.The vertical order pertains to the NGVD 29 superseded value.
 QS0211
 QS0211.Click photographs - Photos may exist for this station.
 QS0211
 QS0211;                    North         East    Units  Estimated Accuracy
 QS0211;SPC SD N     -   131,200.      589,160.      MT  (+/- 180 meters Scaled)
 QS0211
 QS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ103851(NAD 83)
 QS0211
 QS0211                          SUPERSEDED SURVEY CONTROL
 QS0211
 QS0211  NGVD 29 (??/??/??)  593.05   (m)         1945.7    (f) RESET       3  
 QS0211
 QS0211.Superseded values are not recommended for survey control.
 QS0211
 QS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0211.See file dsdata.pdf to determine how the superseded data were derived.
 QS0211
 QS0211_MARKER: DB = BENCH MARK DISK
 QS0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0211_STAMPING: X 68 RESET 1940
 QS0211_MARK LOGO: CGS
 QS0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0211+STABILITY: SURFACE MOTION
 QS0211
 QS0211  HISTORY     - Date     Condition        Report By
 QS0211  HISTORY     - 1940     MONUMENTED       SDHD
 QS0211  HISTORY     - 1940     GOOD             CGS
 QS0211  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0211
 QS0211                          STATION DESCRIPTION
 QS0211
 QS0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0211'8.8 MI W FROM GETTYSBURG.
 QS0211'8.8 MILES WEST ALONG U.S. HIGHWAY 212 FROM A POINT ABOUT 0.2
 QS0211'MILE NORTH OF THE COURTHOUSE AT GETTYSBURG, POTTER COUNTY, 100
 QS0211'FEET FROM STATION 475+75.6, AND 100 FEET NORTH OF THE
 QS0211'QUARTER-SECTION CORNER ON THE SOUTH LINE OF SECTION 21, T. 118
 QS0211'N., R. 77 W.  A STANDARD DISK, STAMPED X 68 RESET 1940 AND SET
 QS0211'IN THE TOP OF A CONCRETE POST.
 QS0211
 QS0211                          STATION RECOVERY (1996)
 QS0211
 QS0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0211'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0311 ***********************************************************************
 QS0311  DESIGNATION -  X 69
 QS0311  PID         -  QS0311
 QS0311  STATE/COUNTY-  SD/DEWEY
 QS0311  COUNTRY     -  US
 QS0311  USGS QUAD   -  LA PLANT SW (2017)
 QS0311
 QS0311                         *CURRENT SURVEY CONTROL
 QS0311  ______________________________________________________________________
 QS0311* NAD 83(1986) POSITION- 45 06 19.     (N) 100 43 23.     (W)   SCALED
 QS0311* NAVD 88 ORTHO HEIGHT -   659.850 (meters)     2164.86  (feet) ADJUSTED
 QS0311  ______________________________________________________________________
 QS0311  GEOID HEIGHT    -        -22.018 (meters)                     GEOID18
 QS0311  DYNAMIC HEIGHT  -        659.730 (meters)     2164.46  (feet) COMP
 QS0311  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 QS0311
 QS0311  VERT ORDER      -  SECOND    CLASS 0
 QS0311
 QS0311.The horizontal coordinates were scaled from a map and have
 QS0311.an estimated accuracy of +/- 6 seconds.
 QS0311
 QS0311.The orthometric height was determined by differential leveling and
 QS0311.adjusted by the NATIONAL GEODETIC SURVEY
 QS0311.in June 1991.
 QS0311
 QS0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0311.GEOID18 height accuracy estimate available here.
 QS0311
 QS0311.Click photographs - Photos may exist for this station.
 QS0311
 QS0311.The dynamic height is computed by dividing the NAVD 88
 QS0311.geopotential number by the normal gravity value computed on the
 QS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0311.degrees latitude (g = 980.6199 gals.).
 QS0311
 QS0311.The modeled gravity was interpolated from observed gravity values.
 QS0311
 QS0311;                    North         East    Units  Estimated Accuracy
 QS0311;SPC SD N     -   141,600.      543,100.      MT  (+/- 180 meters Scaled)
 QS0311
 QS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ644960(NAD 83)
 QS0311
 QS0311                          SUPERSEDED SURVEY CONTROL
 QS0311
 QS0311  NGVD 29 (??/??/92)  659.388  (m)         2163.34   (f) ADJ UNCH    2 0
 QS0311
 QS0311.Superseded values are not recommended for survey control.
 QS0311
 QS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0311.See file dsdata.pdf to determine how the superseded data were derived.
 QS0311
 QS0311_MARKER: DB = BENCH MARK DISK
 QS0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0311_STAMPING: X 69 1934
 QS0311_MARK LOGO: CGS
 QS0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0311+STABILITY: SURFACE MOTION
 QS0311
 QS0311  HISTORY     - Date     Condition        Report By
 QS0311  HISTORY     - 1934     MONUMENTED       CGS
 QS0311
 QS0311                          STATION DESCRIPTION
 QS0311
 QS0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0311'4.6 MI NE FROM RIDGEVIEW.
 QS0311'ABOUT 4.6 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0311'AND PACIFIC RAILROAD FROM THE STATION AT RIDGEVIEW, DEWEY COUNTY,
 QS0311'ABOUT 1/2 POLE EAST OF MILEPOST 35, ABOUT 1-1/2 POLES WEST OF
 QS0311'CULVERT 2169, 21 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 QS0311'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED X 69 1934
 QS0311'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0410 ***********************************************************************
 OR0410  DESIGNATION -  X 7
 OR0410  PID         -  OR0410
 OR0410  STATE/COUNTY-  SD/BRULE
 OR0410  COUNTRY     -  US
 OR0410  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0410
 OR0410                         *CURRENT SURVEY CONTROL
 OR0410  ______________________________________________________________________
 OR0410* NAD 83(1986) POSITION- 43 48 52.26   (N) 099 20 18.82   (W)   HD_HELD1
 OR0410* NAVD 88 ORTHO HEIGHT -   419.364 (meters)     1375.86  (feet) ADJUSTED
 OR0410  ______________________________________________________________________
 OR0410  GEOID HEIGHT    -        -25.585 (meters)                     GEOID18
 OR0410  DYNAMIC HEIGHT  -        419.253 (meters)     1375.50  (feet) COMP
 OR0410  MODELED GRAVITY -    980,344.2   (mgal)                       NAVD 88
 OR0410
 OR0410  VERT ORDER      -  FIRST     CLASS II
 OR0410
 OR0410.The horizontal coordinates were determined by differentially corrected
 OR0410.hand held GPS observations or other comparable positioning techniques
 OR0410.and have an estimated accuracy of +/- 3 meters.
 OR0410
 OR0410.The orthometric height was determined by differential leveling and
 OR0410.adjusted by the NATIONAL GEODETIC SURVEY
 OR0410.in June 1991.
 OR0410
 OR0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0410.GEOID18 height accuracy estimate available here.
 OR0410
 OR0410.Click photographs - Photos may exist for this station.
 OR0410
 OR0410.The dynamic height is computed by dividing the NAVD 88
 OR0410.geopotential number by the normal gravity value computed on the
 OR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0410.degrees latitude (g = 980.6199 gals.).
 OR0410
 OR0410.The modeled gravity was interpolated from observed gravity values.
 OR0410
 OR0410;                    North         East    Units  Estimated Accuracy
 OR0410;SPC SD S     -   165,026.7     680,026.1     MT  (+/- 3 meters HH1 GPS) 
 OR0410
 OR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7277151327(NAD 83)
 OR0410
 OR0410                          SUPERSEDED SURVEY CONTROL
 OR0410
 OR0410  NGVD 29 (??/??/92)  419.030  (m)         1374.77   (f) ADJ UNCH    1 2
 OR0410
 OR0410.Superseded values are not recommended for survey control.
 OR0410
 OR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0410.See file dsdata.pdf to determine how the superseded data were derived.
 OR0410
 OR0410_MARKER: DB = BENCH MARK DISK
 OR0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0410_SP_SET: PIER
 OR0410_STAMPING: X 7 1925
 OR0410_MARK LOGO: CGS
 OR0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0410+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OR0410
 OR0410  HISTORY     - Date     Condition        Report By
 OR0410  HISTORY     - 1925     MONUMENTED       CGS
 OR0410  HISTORY     - 1974     MARK NOT FOUND   NGS
 OR0410  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0410  HISTORY     - 20130116 GOOD             INDIV
 OR0410
 OR0410                          STATION DESCRIPTION
 OR0410
 OR0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0410'AT CHAMBERLAIN.
 OR0410'AT CHAMBERLAIN, BRULE COUNTY, AT THE U.S. HIGHWAY 16 BRIDGE OVER
 OR0410'MISSOURI RIVER, IN THE TOP OF THE DOWN-STREAM END OF THE WEST
 OR0410'PIER, BETWEEN THE PEDESTAL PLATE AND THE EDGE OF THE PIER, AND
 OR0410'ABOUT 5 FEET LOWER THAN THE BRIDGE DECK.  A STANDARD DISK,
 OR0410'STAMPED X 7 1925.
 OR0410
 OR0410                          STATION RECOVERY (1974)
 OR0410
 OR0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OR0410'MARK NOT FOUND.
 OR0410
 OR0410                          STATION RECOVERY (2012)
 OR0410
 OR0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0410'MARK NOT FOUND.
 OR0410
 OR0410                          STATION RECOVERY (2013)
 OR0410
 OR0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0487 ***********************************************************************
 QS0487  DESIGNATION -  X 70
 QS0487  PID         -  QS0487
 QS0487  STATE/COUNTY-  SD/DEWEY
 QS0487  COUNTRY     -  US
 QS0487  USGS QUAD   -  LANTRY (2017)
 QS0487
 QS0487                         *CURRENT SURVEY CONTROL
 QS0487  ______________________________________________________________________
 QS0487* NAD 83(1986) POSITION- 45 00 58.     (N) 101 25 15.     (W)   SCALED
 QS0487* NAVD 88 ORTHO HEIGHT -   732.516 (meters)     2403.26  (feet) ADJUSTED
 QS0487  ______________________________________________________________________
 QS0487  GEOID HEIGHT    -        -20.917 (meters)                     GEOID18
 QS0487  DYNAMIC HEIGHT  -        732.371 (meters)     2402.79  (feet) COMP
 QS0487  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 QS0487
 QS0487  VERT ORDER      -  FIRST     CLASS II
 QS0487
 QS0487.The horizontal coordinates were scaled from a map and have
 QS0487.an estimated accuracy of +/- 6 seconds.
 QS0487
 QS0487.The orthometric height was determined by differential leveling and
 QS0487.adjusted by the NATIONAL GEODETIC SURVEY
 QS0487.in July 1998.
 QS0487
 QS0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0487.GEOID18 height accuracy estimate available here.
 QS0487
 QS0487.Click photographs - Photos may exist for this station.
 QS0487
 QS0487.The dynamic height is computed by dividing the NAVD 88
 QS0487.geopotential number by the normal gravity value computed on the
 QS0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0487.degrees latitude (g = 980.6199 gals.).
 QS0487
 QS0487.The modeled gravity was interpolated from observed gravity values.
 QS0487
 QS0487;                    North         East    Units  Estimated Accuracy
 QS0487;SPC SD N     -   132,420.      488,020.      MT  (+/- 180 meters Scaled)
 QS0487
 QS0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ092875(NAD 83)
 QS0487
 QS0487                          SUPERSEDED SURVEY CONTROL
 QS0487
 QS0487  NAVD 88 (06/15/91)  732.504  (m)         2403.22   (f) SUPERSEDED  1 2
 QS0487  NGVD 29 (??/??/92)  732.008  (m)         2401.60   (f) ADJ UNCH    1 2
 QS0487
 QS0487.Superseded values are not recommended for survey control.
 QS0487
 QS0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0487.See file dsdata.pdf to determine how the superseded data were derived.
 QS0487
 QS0487_MARKER: DB = BENCH MARK DISK
 QS0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0487_STAMPING: X 70 1934
 QS0487_MARK LOGO: CGS
 QS0487_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0487+STABILITY: SURFACE MOTION
 QS0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0487+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 QS0487
 QS0487  HISTORY     - Date     Condition        Report By
 QS0487  HISTORY     - 1934     MONUMENTED       CGS
 QS0487  HISTORY     - 1985     GOOD             NGS
 QS0487  HISTORY     - 19960425 GOOD             NGS
 QS0487  HISTORY     - 20120712 GOOD             INDIV
 QS0487
 QS0487                          STATION DESCRIPTION
 QS0487
 QS0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0487'0.7 MI E FROM LANTRY.
 QS0487'ABOUT 0.7 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0487'AND PACIFIC RAILROAD FROM THE STATION AT LANTRY, DEWEY COUNTY,
 QS0487'ABOUT 1 POLE EAST OF MILEPOST 73, AT A ROAD CROSSING, 45 FEET
 QS0487'EAST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTH OF THE CENTER
 QS0487'LINE OF THE TRACK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK,
 QS0487'STAMPED X 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0487
 QS0487                          STATION RECOVERY (1985)
 QS0487
 QS0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0487'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.86 KM (9.24
 QS0487'MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN STREET AT
 QS0487'EAGLE BUTTE, ALSO 15.65 KM (9.73 MI) EAST OF DUPREE, IN THE SOUTHEAST
 QS0487'CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, 34.1 METERS (112
 QS0487'FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.1 METERS (43 FT) EAST OF THE
 QS0487'CENTER OF THE ROAD, 94.8 METERS (311 FT) WEST-SOUTHWEST OF MILEPOST
 QS0487'146 AND 12.2 METERS (40 FT) SOUTH-SOUTHEAST OF A POWER POLE.
 QS0487'NOTE--BENCH MARK WAS FOUND WITH CHIPPED CONCRETE AROUND THE DISK AND
 QS0487'WAS REPAIRED BY THIS MARK UNIT.
 QS0487'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0487'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QS0487
 QS0487                          STATION RECOVERY (1996)
 QS0487
 QS0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0487'15.6 KM (9.70 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0487'MAIN STREET IN DUPREE, 94.8 M (311.0 FT) SOUTHWEST OF MILEPOST 146,
 QS0487'34.1 M (111.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.1 M (43.0 FT)
 QS0487'EAST OF THE CENTER OF A GRAVELED ROAD, 12.2 M (40.0 FT) SOUTH OF A
 QS0487'UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 QS0487'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 QS0487'GROUND SURFACE.
 QS0487
 QS0487                          STATION RECOVERY (2012)
 QS0487
 QS0487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0286 ***********************************************************************
 QS0286  DESIGNATION -  X 71
 QS0286  PID         -  QS0286
 QS0286  STATE/COUNTY-  SD/DEWEY
 QS0286  COUNTRY     -  US
 QS0286  USGS QUAD   -  VIRGINIA (2017)
 QS0286
 QS0286                         *CURRENT SURVEY CONTROL
 QS0286  ______________________________________________________________________
 QS0286* NAD 83(1986) POSITION- 45 09 43.     (N) 100 37 08.     (W)   SCALED
 QS0286* NAVD 88 ORTHO HEIGHT -   574.555 (meters)     1885.02  (feet) ADJUSTED
 QS0286  ______________________________________________________________________
 QS0286  GEOID HEIGHT    -        -22.070 (meters)                     GEOID18
 QS0286  DYNAMIC HEIGHT  -        574.462 (meters)     1884.71  (feet) COMP
 QS0286  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 QS0286
 QS0286  VERT ORDER      -  SECOND    CLASS 0
 QS0286
 QS0286.The horizontal coordinates were scaled from a map and have
 QS0286.an estimated accuracy of +/- 6 seconds.
 QS0286
 QS0286.The orthometric height was determined by differential leveling and
 QS0286.adjusted by the NATIONAL GEODETIC SURVEY
 QS0286.in June 1991.
 QS0286
 QS0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0286.GEOID18 height accuracy estimate available here.
 QS0286
 QS0286.Click photographs - Photos may exist for this station.
 QS0286
 QS0286.The dynamic height is computed by dividing the NAVD 88
 QS0286.geopotential number by the normal gravity value computed on the
 QS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0286.degrees latitude (g = 980.6199 gals.).
 QS0286
 QS0286.The modeled gravity was interpolated from observed gravity values.
 QS0286
 QS0286;                    North         East    Units  Estimated Accuracy
 QS0286;SPC SD N     -   147,830.      551,340.      MT  (+/- 180 meters Scaled)
 QS0286
 QS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR727022(NAD 83)
 QS0286
 QS0286                          SUPERSEDED SURVEY CONTROL
 QS0286
 QS0286  NGVD 29 (??/??/92)  574.134  (m)         1883.64   (f) ADJ UNCH    2 0
 QS0286
 QS0286.Superseded values are not recommended for survey control.
 QS0286
 QS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0286.See file dsdata.pdf to determine how the superseded data were derived.
 QS0286
 QS0286_MARKER: DB = BENCH MARK DISK
 QS0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0286_STAMPING: X 71 1934
 QS0286_MARK LOGO: CGS
 QS0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0286+STABILITY: SURFACE MOTION
 QS0286
 QS0286  HISTORY     - Date     Condition        Report By
 QS0286  HISTORY     - 1934     MONUMENTED       CGS
 QS0286  HISTORY     - 1945     GOOD             CGS
 QS0286
 QS0286                          STATION DESCRIPTION
 QS0286
 QS0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0286'2.4 MI NE FROM LA PLANT.
 QS0286'ABOUT 2.4 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 QS0286'PAUL AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY
 QS0286'COUNTY, ABOUT 2 POLES SOUTHWEST OF BRIDGE 1142, AT A PRIVATE-ROAD
 QS0286'CROSSING, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 QS0286'24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST
 QS0286'OF A POLE, 1 FOOT SOUTHEAST OF A WHITE REFERENCE POST STENCILED
 QS0286'U.S.B.M., AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QS0286'DISK, STAMPED X 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0286
 QS0286                          STATION RECOVERY (1945)
 QS0286
 QS0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0402 ***********************************************************************
 PT0402  DESIGNATION -  X 72
 PT0402  PID         -  PT0402
 PT0402  STATE/COUNTY-  SD/STANLEY
 PT0402  COUNTRY     -  US
 PT0402  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0402
 PT0402                         *CURRENT SURVEY CONTROL
 PT0402  ______________________________________________________________________
 PT0402* NAD 83(1986) POSITION- 44 31 38.     (N) 101 08 08.     (W)   SCALED
 PT0402* NAVD 88 ORTHO HEIGHT -   685.132 (meters)     2247.80  (feet) ADJUSTED
 PT0402  ______________________________________________________________________
 PT0402  GEOID HEIGHT    -        -22.072 (meters)                     GEOID18
 PT0402  DYNAMIC HEIGHT  -        684.966 (meters)     2247.26  (feet) COMP
 PT0402  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 PT0402
 PT0402  VERT ORDER      -  SECOND    CLASS 0
 PT0402
 PT0402.The horizontal coordinates were scaled from a map and have
 PT0402.an estimated accuracy of +/- 6 seconds.
 PT0402
 PT0402.The orthometric height was determined by differential leveling and
 PT0402.adjusted by the NATIONAL GEODETIC SURVEY
 PT0402.in June 1991.
 PT0402
 PT0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0402.GEOID18 height accuracy estimate available here.
 PT0402
 PT0402.Click photographs - Photos may exist for this station.
 PT0402
 PT0402.The dynamic height is computed by dividing the NAVD 88
 PT0402.geopotential number by the normal gravity value computed on the
 PT0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0402.degrees latitude (g = 980.6199 gals.).
 PT0402
 PT0402.The modeled gravity was interpolated from observed gravity values.
 PT0402
 PT0402;                    North         East    Units  Estimated Accuracy
 PT0402;SPC SD S     -   244,050.      536,230.      MT  (+/- 180 meters Scaled)
 PT0402
 PT0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ303326(NAD 83)
 PT0402
 PT0402                          SUPERSEDED SURVEY CONTROL
 PT0402
 PT0402  NGVD 29 (??/??/92)  684.646  (m)         2246.21   (f) ADJ UNCH    2 0
 PT0402
 PT0402.Superseded values are not recommended for survey control.
 PT0402
 PT0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0402.See file dsdata.pdf to determine how the superseded data were derived.
 PT0402
 PT0402_MARKER: DB = BENCH MARK DISK
 PT0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0402_STAMPING: X 72 1934
 PT0402_MARK LOGO: CGS
 PT0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0402+STABILITY: SURFACE MOTION
 PT0402
 PT0402  HISTORY     - Date     Condition        Report By
 PT0402  HISTORY     - 1934     MONUMENTED       CGS
 PT0402  HISTORY     - 1977     MARK NOT FOUND   USGS
 PT0402  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0402
 PT0402                          STATION DESCRIPTION
 PT0402
 PT0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0402'33.1 MI N FROM MIDLAND.
 PT0402'IN STANLEY COUNTY, 33.1 MILES NORTH ALONG STATE HIGHWAY 63 FROM
 PT0402'THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, 30 FEET SOUTH OF
 PT0402'A CONCRETE CULVERT, 84 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 PT0402'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF
 PT0402'A CONCRETE POST.
 PT0402
 PT0402                          STATION RECOVERY (1977)
 PT0402
 PT0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PT0402'MARK NOT FOUND.
 PT0402
 PT0402                          STATION RECOVERY (1985)
 PT0402
 PT0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0402'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0462 ***********************************************************************
 PT0462  DESIGNATION -  X 75
 PT0462  PID         -  PT0462
 PT0462  STATE/COUNTY-  SD/HAAKON
 PT0462  COUNTRY     -  US
 PT0462  USGS QUAD   -  POWELL (2017)
 PT0462
 PT0462                         *CURRENT SURVEY CONTROL
 PT0462  ______________________________________________________________________
 PT0462* NAD 83(1986) POSITION- 44 02 44.0    (N) 101 26 24.9    (W)   HD_HELD2
 PT0462* NAVD 88 ORTHO HEIGHT -   616.564 (meters)     2022.84  (feet) ADJUSTED
 PT0462  ______________________________________________________________________
 PT0462  GEOID HEIGHT    -        -21.936 (meters)                     GEOID18
 PT0462  DYNAMIC HEIGHT  -        616.383 (meters)     2022.25  (feet) COMP
 PT0462  MODELED GRAVITY -    980,306.2   (mgal)                       NAVD 88
 PT0462
 PT0462  VERT ORDER      -  SECOND    CLASS 0
 PT0462
 PT0462.The horizontal coordinates were established by autonomous hand held GPS
 PT0462.observations and have an estimated accuracy of +/- 10 meters.
 PT0462
 PT0462.The orthometric height was determined by differential leveling and
 PT0462.adjusted by the NATIONAL GEODETIC SURVEY
 PT0462.in June 1991.
 PT0462
 PT0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0462.GEOID18 height accuracy estimate available here.
 PT0462
 PT0462.Click photographs - Photos may exist for this station.
 PT0462
 PT0462.The dynamic height is computed by dividing the NAVD 88
 PT0462.geopotential number by the normal gravity value computed on the
 PT0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0462.degrees latitude (g = 980.6199 gals.).
 PT0462
 PT0462.The modeled gravity was interpolated from observed gravity values.
 PT0462
 PT0462;                    North         East    Units  Estimated Accuracy
 PT0462;SPC SD S     -   190,807.      511,295.      MT  (+/- 10 meters HH2 GPS)
 PT0462
 PT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP0450279827(NAD 83)
 PT0462
 PT0462                          SUPERSEDED SURVEY CONTROL
 PT0462
 PT0462  NGVD 29 (??/??/92)  616.109  (m)         2021.35   (f) ADJ UNCH    2 0
 PT0462  NGVD 29             616.11   (m)         2021.4    (f) LEVELING    3  
 PT0462
 PT0462.Superseded values are not recommended for survey control.
 PT0462
 PT0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0462.See file dsdata.pdf to determine how the superseded data were derived.
 PT0462
 PT0462_MARKER: DB = BENCH MARK DISK
 PT0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0462_STAMPING: X 75 1934
 PT0462_MARK LOGO: CGS
 PT0462_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0462+STABILITY: SURFACE MOTION
 PT0462
 PT0462  HISTORY     - Date     Condition        Report By
 PT0462  HISTORY     - 1934     MONUMENTED       CGS
 PT0462
 PT0462                          STATION DESCRIPTION
 PT0462
 PT0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0462'11.4 MI E FROM PHILIP.
 PT0462'11.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0462'THE STATION AT PHILIP, AT A ROAD CROSSING IN SECTION 14, T 1 N, R
 PT0462'22 E, 1 1/2 POLES EAST OF A WOODEN TRESTLE, 22 FEET SOUTH OF THE
 PT0462'SOUTH RAIL, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET
 PT0462'NORTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 PT0462'LEVEL WITH THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 PT0462'PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0261 ***********************************************************************
 PT0261  DESIGNATION -  X 76
 PT0261  PID         -  PT0261
 PT0261  STATE/COUNTY-  SD/STANLEY
 PT0261  COUNTRY     -  US
 PT0261  USGS QUAD   -  PIERRE SW (2017)
 PT0261
 PT0261                         *CURRENT SURVEY CONTROL
 PT0261  ______________________________________________________________________
 PT0261* NAD 83(1986) POSITION- 44 20 00.     (N) 100 22 49.     (W)   SCALED
 PT0261* NAVD 88 ORTHO HEIGHT -   442.906 (meters)     1453.10  (feet) ADJUSTED
 PT0261  ______________________________________________________________________
 PT0261  GEOID HEIGHT    -        -23.563 (meters)                     GEOID18
 PT0261  DYNAMIC HEIGHT  -        442.812 (meters)     1452.79  (feet) COMP
 PT0261  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 PT0261
 PT0261  VERT ORDER      -  FIRST     CLASS II
 PT0261
 PT0261.The horizontal coordinates were scaled from a map and have
 PT0261.an estimated accuracy of +/- 6 seconds.
 PT0261
 PT0261.The orthometric height was determined by differential leveling and
 PT0261.adjusted by the NATIONAL GEODETIC SURVEY
 PT0261.in June 1991.
 PT0261
 PT0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0261.GEOID18 height accuracy estimate available here.
 PT0261
 PT0261.Click photographs - Photos may exist for this station.
 PT0261
 PT0261.The dynamic height is computed by dividing the NAVD 88
 PT0261.geopotential number by the normal gravity value computed on the
 PT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0261.degrees latitude (g = 980.6199 gals.).
 PT0261
 PT0261.The modeled gravity was interpolated from observed gravity values.
 PT0261
 PT0261;                    North         East    Units  Estimated Accuracy
 PT0261;SPC SD S     -   222,190.      596,260.      MT  (+/- 180 meters Scaled)
 PT0261
 PT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ899098(NAD 83)
 PT0261
 PT0261                          SUPERSEDED SURVEY CONTROL
 PT0261
 PT0261  NGVD 29 (??/??/92)  442.527  (m)         1451.86   (f) ADJ UNCH    1 2
 PT0261
 PT0261.Superseded values are not recommended for survey control.
 PT0261
 PT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0261.See file dsdata.pdf to determine how the superseded data were derived.
 PT0261
 PT0261_MARKER: DB = BENCH MARK DISK
 PT0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0261_STAMPING: X 76 1934
 PT0261_MARK LOGO: CGS
 PT0261_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0261+STABILITY: SURFACE MOTION
 PT0261
 PT0261  HISTORY     - Date     Condition        Report By
 PT0261  HISTORY     - 1934     MONUMENTED       CGS
 PT0261  HISTORY     - 1949     GOOD             CGS
 PT0261  HISTORY     - 19950802 MARK NOT FOUND   NGS
 PT0261
 PT0261                          STATION DESCRIPTION
 PT0261
 PT0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0261'1.5 MI SW FROM FORT PIERRE.
 PT0261'1.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0261'FROM THE COUNTY COURTHOUSE AT FORT PIERRE, 83 YARDS (PACED) SOUTH
 PT0261'OF THE CENTER LINE OF A GRAVELED ROAD CROSSING, 1 POLE SOUTHWEST
 PT0261'OF MILE POST 486, 47 FEET WEST OF THE WEST RAIL OF TRACK, SET
 PT0261'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 PT0261
 PT0261                          STATION RECOVERY (1995)
 PT0261
 PT0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0261'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0134 ***********************************************************************
 PS0134  DESIGNATION -  X 78
 PS0134  PID         -  PS0134
 PS0134  STATE/COUNTY-  SD/BUFFALO
 PS0134  COUNTRY     -  US
 PS0134  USGS QUAD   -  GANNVALLEY (2017)
 PS0134
 PS0134                         *CURRENT SURVEY CONTROL
 PS0134  ______________________________________________________________________
 PS0134* NAD 83(1986) POSITION- 44 01 58.     (N) 098 59 12.     (W)   SCALED
 PS0134* NAVD 88 ORTHO HEIGHT -   519.134 (meters)     1703.19  (feet) ADJUSTED
 PS0134  ______________________________________________________________________
 PS0134  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 PS0134  DYNAMIC HEIGHT  -        519.009 (meters)     1702.78  (feet) COMP
 PS0134  MODELED GRAVITY -    980,361.9   (mgal)                       NAVD 88
 PS0134
 PS0134  VERT ORDER      -  SECOND    CLASS 0
 PS0134
 PS0134.The horizontal coordinates were scaled from a map and have
 PS0134.an estimated accuracy of +/- 6 seconds.
 PS0134
 PS0134.The orthometric height was determined by differential leveling and
 PS0134.adjusted by the NATIONAL GEODETIC SURVEY
 PS0134.in June 1991.
 PS0134
 PS0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0134.GEOID18 height accuracy estimate available here.
 PS0134
 PS0134.Click photographs - Photos may exist for this station.
 PS0134
 PS0134.The dynamic height is computed by dividing the NAVD 88
 PS0134.geopotential number by the normal gravity value computed on the
 PS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0134.degrees latitude (g = 980.6199 gals.).
 PS0134
 PS0134.The modeled gravity was interpolated from observed gravity values.
 PS0134
 PS0134;                    North         East    Units  Estimated Accuracy
 PS0134;SPC SD S     -   189,670.      707,940.      MT  (+/- 180 meters Scaled)
 PS0134
 PS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010755(NAD 83)
 PS0134
 PS0134                          SUPERSEDED SURVEY CONTROL
 PS0134
 PS0134  NGVD 29 (??/??/92)  518.788  (m)         1702.06   (f) ADJ UNCH    2 0
 PS0134
 PS0134.Superseded values are not recommended for survey control.
 PS0134
 PS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0134.See file dsdata.pdf to determine how the superseded data were derived.
 PS0134
 PS0134_MARKER: DB = BENCH MARK DISK
 PS0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0134_SP_SET: WALL
 PS0134_STAMPING: X 78 1934
 PS0134_MARK LOGO: CGS
 PS0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0134
 PS0134  HISTORY     - Date     Condition        Report By
 PS0134  HISTORY     - 1934     MONUMENTED       CGS
 PS0134
 PS0134                          STATION DESCRIPTION
 PS0134
 PS0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0134'AT GANN VALLEY.
 PS0134'AT GANN VALLEY, BUFFALO COUNTY, AT THE POST OFFICE, IN THE BRICK
 PS0134'WALL AT THE NORTH SIDE OF THE FRONT ENTRANCE, AND 3.5 FEET ABOVE
 PS0134'THE SIDEWALK.  A STANDARD DISK, STAMPED X 78 1934 AND SET
 PS0134'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0258 ***********************************************************************
 PS0258  DESIGNATION -  X 79 RESET
 PS0258  PID         -  PS0258
 PS0258  STATE/COUNTY-  SD/HAND
 PS0258  COUNTRY     -  US
 PS0258  USGS QUAD   -  MILLER (2017)
 PS0258
 PS0258                         *CURRENT SURVEY CONTROL
 PS0258  ______________________________________________________________________
 PS0258* NAD 83(1986) POSITION- 44 32 32.81   (N) 098 59 19.04   (W)   HD_HELD1
 PS0258* NAVD 88 ORTHO HEIGHT -   473.62  (+/-2cm)     1553.9   (feet) VERTCON3
 PS0258  ______________________________________________________________________
 PS0258  GEOID HEIGHT    -        -24.463 (meters)                     GEOID18
 PS0258  VERT ORDER      -  THIRD (See Below)
 PS0258
 PS0258.The horizontal coordinates were determined by differentially corrected
 PS0258.hand held GPS observations or other comparable positioning techniques
 PS0258.and have an estimated accuracy of +/- 3 meters.
 PS0258
 PS0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0258
 PS0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0258.GEOID18 height accuracy estimate available here.
 PS0258
 PS0258.The vertical order pertains to the NGVD 29 superseded value.
 PS0258
 PS0258.Click photographs - Photos may exist for this station.
 PS0258
 PS0258;                    North         East    Units  Estimated Accuracy
 PS0258;SPC SD N     -    79,300.4     680,372.2     MT  (+/- 3 meters HH1 GPS) 
 PS0258
 PS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0090332124(NAD 83)
 PS0258
 PS0258                          SUPERSEDED SURVEY CONTROL
 PS0258
 PS0258  NGVD 29 (??/??/??)  473.30   (m)         1552.8    (f) RESET       3  
 PS0258
 PS0258.Superseded values are not recommended for survey control.
 PS0258
 PS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0258.See file dsdata.pdf to determine how the superseded data were derived.
 PS0258
 PS0258_MARKER: DB = BENCH MARK DISK
 PS0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0258_SP_SET: BRIDGE
 PS0258_STAMPING: X 79 RESET 1941
 PS0258_MARK LOGO: CGS
 PS0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0258
 PS0258  HISTORY     - Date     Condition        Report By
 PS0258  HISTORY     - 1941     MONUMENTED       SDHD
 PS0258
 PS0258                          STATION DESCRIPTION
 PS0258
 PS0258'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0258'1.6 MI N FROM MILLER.
 PS0258'1.6 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0258'AT MILLER, HAND COUNTY, AT HIGHWAY STATION 1293+59, AT A
 PS0258'CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST CORNER OF THE EAST
 PS0258'WHEEL GUARD, AND 16 FEET EAST OF THE CENTER LINE OF THE
 PS0258'HIGHWAY.  A STANDARD DISK, STAMPED X 79 RESET 1941.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0011 ***********************************************************************
 OS0011  DESIGNATION -  X 8
 OS0011  PID         -  OS0011
 OS0011  STATE/COUNTY-  SD/JONES
 OS0011  COUNTRY     -  US
 OS0011  USGS QUAD   -  VIVIAN NW (2017)
 OS0011
 OS0011                         *CURRENT SURVEY CONTROL
 OS0011  ______________________________________________________________________
 OS0011* NAD 83(1986) POSITION- 43 55 21.88   (N) 100 25 47.00   (W)   HD_HELD1
 OS0011* NAVD 88 ORTHO HEIGHT -   627.082 (meters)     2057.35  (feet) ADJUSTED
 OS0011  ______________________________________________________________________
 OS0011  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 OS0011  DYNAMIC HEIGHT  -        626.892 (meters)     2056.73  (feet) COMP
 OS0011  MODELED GRAVITY -    980,296.3   (mgal)                       NAVD 88
 OS0011
 OS0011  VERT ORDER      -  FIRST     CLASS II
 OS0011
 OS0011.The horizontal coordinates were determined by differentially corrected
 OS0011.hand held GPS observations or other comparable positioning techniques
 OS0011.and have an estimated accuracy of +/- 3 meters.
 OS0011
 OS0011.The orthometric height was determined by differential leveling and
 OS0011.adjusted by the NATIONAL GEODETIC SURVEY
 OS0011.in June 1991.
 OS0011
 OS0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0011.GEOID18 height accuracy estimate available here.
 OS0011
 OS0011.Click photographs - Photos may exist for this station.
 OS0011
 OS0011.The dynamic height is computed by dividing the NAVD 88
 OS0011.geopotential number by the normal gravity value computed on the
 OS0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0011.degrees latitude (g = 980.6199 gals.).
 OS0011
 OS0011.The modeled gravity was interpolated from observed gravity values.
 OS0011
 OS0011;                    North         East    Units  Estimated Accuracy
 OS0011;SPC SD S     -   176,576.1     592,259.6     MT  (+/- 3 meters HH1 GPS) 
 OS0011
 OS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP8522464285(NAD 83)
 OS0011
 OS0011                          SUPERSEDED SURVEY CONTROL
 OS0011
 OS0011  NGVD 29 (??/??/92)  626.651  (m)         2055.94   (f) ADJ UNCH    1 2
 OS0011
 OS0011.Superseded values are not recommended for survey control.
 OS0011
 OS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0011.See file dsdata.pdf to determine how the superseded data were derived.
 OS0011
 OS0011_MARKER: DB = BENCH MARK DISK
 OS0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0011_STAMPING: X 8 1925
 OS0011_MARK LOGO: CGS
 OS0011_PROJECTION: FLUSH
 OS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0011+STABILITY: SURFACE MOTION
 OS0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0011+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2016
 OS0011
 OS0011  HISTORY     - Date     Condition        Report By
 OS0011  HISTORY     - 1925     MONUMENTED       CGS
 OS0011  HISTORY     - 1935     GOOD             CGS
 OS0011  HISTORY     - 20161017 GOOD             INDIV
 OS0011
 OS0011                          STATION DESCRIPTION
 OS0011
 OS0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0011'7 MI W FROM VIVIAN.
 OS0011'IN JONES COUNTY, 7.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 OS0011'ST. PAUL AND PACIFIC RAILROAD FROM VIVIAN, LYMAN COUNTY,
 OS0011'0.5 MILE NORTHEAST OF A CLUMP OF TREES IN A HOLLOW, AT THE
 OS0011'WEST END OF A CUT, 375 FEET SOUTHWEST OF A SCHOOLHOUSE ON A
 OS0011'HILL, AT A PRIVATE-ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE
 OS0011'OF THE ROAD, AND 41.5 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 OS0011'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 OS0011'THE GROUND.
 OS0011
 OS0011                          STATION RECOVERY (2016)
 OS0011
 OS0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RJT)
 OS0011'THE SCHOOL HOUSE IS GONE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0192 ***********************************************************************
 PS0192  DESIGNATION -  X 80
 PS0192  PID         -  PS0192
 PS0192  STATE/COUNTY-  SD/JERAULD
 PS0192  COUNTRY     -  US
 PS0192  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0192
 PS0192                         *CURRENT SURVEY CONTROL
 PS0192  ______________________________________________________________________
 PS0192* NAD 83(1986) POSITION- 44 04 42.     (N) 098 51 03.     (W)   SCALED
 PS0192* NAVD 88 ORTHO HEIGHT -   526.835 (meters)     1728.46  (feet) ADJUSTED
 PS0192  ______________________________________________________________________
 PS0192  GEOID HEIGHT    -        -25.171 (meters)                     GEOID18
 PS0192  DYNAMIC HEIGHT  -        526.707 (meters)     1728.04  (feet) COMP
 PS0192  MODELED GRAVITY -    980,360.6   (mgal)                       NAVD 88
 PS0192
 PS0192  VERT ORDER      -  SECOND    CLASS 0
 PS0192
 PS0192.The horizontal coordinates were scaled from a map and have
 PS0192.an estimated accuracy of +/- 6 seconds.
 PS0192
 PS0192.The orthometric height was determined by differential leveling and
 PS0192.adjusted by the NATIONAL GEODETIC SURVEY
 PS0192.in June 1991.
 PS0192
 PS0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0192.GEOID18 height accuracy estimate available here.
 PS0192
 PS0192.Click photographs - Photos may exist for this station.
 PS0192
 PS0192.The dynamic height is computed by dividing the NAVD 88
 PS0192.geopotential number by the normal gravity value computed on the
 PS0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0192.degrees latitude (g = 980.6199 gals.).
 PS0192
 PS0192.The modeled gravity was interpolated from observed gravity values.
 PS0192
 PS0192;                    North         East    Units  Estimated Accuracy
 PS0192;SPC SD S     -   194,920.      718,740.      MT  (+/- 180 meters Scaled)
 PS0192
 PS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP119805(NAD 83)
 PS0192
 PS0192                          SUPERSEDED SURVEY CONTROL
 PS0192
 PS0192  NGVD 29 (??/??/92)  526.478  (m)         1727.29   (f) ADJ UNCH    2 0
 PS0192
 PS0192.Superseded values are not recommended for survey control.
 PS0192
 PS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0192.See file dsdata.pdf to determine how the superseded data were derived.
 PS0192
 PS0192_MARKER: DB = BENCH MARK DISK
 PS0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0192_SP_SET: BRIDGE
 PS0192_STAMPING: X 80 1934
 PS0192_MARK LOGO: CGS
 PS0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0192
 PS0192  HISTORY     - Date     Condition        Report By
 PS0192  HISTORY     - 1934     MONUMENTED       CGS
 PS0192
 PS0192                          STATION DESCRIPTION
 PS0192
 PS0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0192'3 MI N FROM GANN VALLEY.
 PS0192'ABOUT 3 MILES NORTH OF GANN VALLEY TO THE JUNCTION OF STATE HYS
 PS0192'34 AND 45, THENCE 6.6 MILES EAST.  ALONG STATE HIGHWAY 34 AT
 PS0192'75 FOOT CONCRETE BRIDGE, 150 YARDS EAST OF PRIVATE ENTRANCE,
 PS0192'200 YARDS WEST OF CROSSROADS.  SET IN THE CENTER OF THE SOUTHEAST
 PS0192'WINGWALL, 3.5 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0193 ***********************************************************************
 PS0193  DESIGNATION -  X 80 RESET
 PS0193  PID         -  PS0193
 PS0193  STATE/COUNTY-  SD/JERAULD
 PS0193  COUNTRY     -  US
 PS0193  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0193
 PS0193                         *CURRENT SURVEY CONTROL
 PS0193  ______________________________________________________________________
 PS0193* NAD 83(1986) POSITION- 44 04 43.     (N) 098 51 03.     (W)   SCALED
 PS0193* NAVD 88 ORTHO HEIGHT -   526.41  (+/-2cm)     1727.1   (feet) VERTCON3
 PS0193  ______________________________________________________________________
 PS0193  GEOID HEIGHT    -        -25.170 (meters)                     GEOID18
 PS0193  VERT ORDER      -  THIRD (See Below)
 PS0193
 PS0193.The horizontal coordinates were scaled from a map and have
 PS0193.an estimated accuracy of +/- 6 seconds.
 PS0193
 PS0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0193
 PS0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0193.GEOID18 height accuracy estimate available here.
 PS0193
 PS0193.The vertical order pertains to the NGVD 29 superseded value.
 PS0193
 PS0193.Click photographs - Photos may exist for this station.
 PS0193
 PS0193;                    North         East    Units  Estimated Accuracy
 PS0193;SPC SD S     -   194,950.      718,740.      MT  (+/- 180 meters Scaled)
 PS0193
 PS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP119806(NAD 83)
 PS0193
 PS0193                          SUPERSEDED SURVEY CONTROL
 PS0193
 PS0193  NGVD 29 (??/??/??)  526.06   (m)         1725.9    (f) RESET       3  
 PS0193
 PS0193.Superseded values are not recommended for survey control.
 PS0193
 PS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0193.See file dsdata.pdf to determine how the superseded data were derived.
 PS0193
 PS0193_MARKER: DB = BENCH MARK DISK
 PS0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0193_SP_SET: BRIDGE
 PS0193_STAMPING: X 80 RESET 1952
 PS0193_MARK LOGO: CGS
 PS0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0193
 PS0193  HISTORY     - Date     Condition        Report By
 PS0193  HISTORY     - 1952     MONUMENTED       SDHD
 PS0193
 PS0193                          STATION DESCRIPTION
 PS0193
 PS0193'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0193'9.7 MI E FROM GANNVALLEY.
 PS0193'IN JERAULD COUNTY, ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 45
 PS0193'FROM GANNVALLEY, BUFFALO COUNTY, THENCE 6.7 MILES EAST ALONG
 PS0193'STATE HIGHWAY 34, AT A 128-FOOT CONCRETE BRIDGE, IN THE TOP OF THE
 PS0193'WEST ABUTMENT, AND 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 PS0193'AT SURVEY STATION 355 + 41.25.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0126 ***********************************************************************
 PS0126  DESIGNATION -  X 81
 PS0126  PID         -  PS0126
 PS0126  STATE/COUNTY-  SD/SANBORN
 PS0126  COUNTRY     -  US
 PS0126  USGS QUAD   -  FORESTBURG SW (2017)
 PS0126
 PS0126                         *CURRENT SURVEY CONTROL
 PS0126  ______________________________________________________________________
 PS0126* NAD 83(1986) POSITION- 44 02 54.     (N) 098 11 12.     (W)   SCALED
 PS0126* NAVD 88 ORTHO HEIGHT -   394.086 (meters)     1292.93  (feet) ADJUSTED
 PS0126  ______________________________________________________________________
 PS0126  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 PS0126  DYNAMIC HEIGHT  -        394.007 (meters)     1292.67  (feet) COMP
 PS0126  MODELED GRAVITY -    980,405.8   (mgal)                       NAVD 88
 PS0126
 PS0126  VERT ORDER      -  SECOND    CLASS 0
 PS0126
 PS0126.The horizontal coordinates were scaled from a map and have
 PS0126.an estimated accuracy of +/- 6 seconds.
 PS0126
 PS0126.The orthometric height was determined by differential leveling and
 PS0126.adjusted by the NATIONAL GEODETIC SURVEY
 PS0126.in June 1991.
 PS0126
 PS0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0126.GEOID18 height accuracy estimate available here.
 PS0126
 PS0126.Click photographs - Photos may exist for this station.
 PS0126
 PS0126.The dynamic height is computed by dividing the NAVD 88
 PS0126.geopotential number by the normal gravity value computed on the
 PS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0126.degrees latitude (g = 980.6199 gals.).
 PS0126
 PS0126.The modeled gravity was interpolated from observed gravity values.
 PS0126
 PS0126;                    North         East    Units  Estimated Accuracy
 PS0126;SPC SD S     -   192,750.      772,010.      MT  (+/- 180 meters Scaled)
 PS0126
 PS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP651775(NAD 83)
 PS0126
 PS0126                          SUPERSEDED SURVEY CONTROL
 PS0126
 PS0126  NGVD 29 (??/??/92)  393.798  (m)         1291.99   (f) ADJ UNCH    2 0
 PS0126
 PS0126.Superseded values are not recommended for survey control.
 PS0126
 PS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0126.See file dsdata.pdf to determine how the superseded data were derived.
 PS0126
 PS0126_MARKER: DB = BENCH MARK DISK
 PS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0126_STAMPING: X 81 1934
 PS0126_MARK LOGO: CGS
 PS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0126+STABILITY: SURFACE MOTION
 PS0126
 PS0126  HISTORY     - Date     Condition        Report By
 PS0126  HISTORY     - 1934     MONUMENTED       CGS
 PS0126  HISTORY     - 19950630 MARK NOT FOUND   NGS
 PS0126
 PS0126                          STATION DESCRIPTION
 PS0126
 PS0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0126'4.5 MI E FROM WOONSOCKET.
 PS0126'4.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0126'RAILROAD FROM THE COUNTY COURTHOUSE AT WOONSOCKET, SANBORN
 PS0126'COUNTY, 14 FEET NORTH OF MILEPOST 389, 210 FEET EAST OF THE
 PS0126'CENTER OF A ROAD CROSSING, 49 FEET NORTH OF THE CENTER LINE OF
 PS0126'THE TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 PS0126'STANDARD DISK, STAMPED X 81 1934 AND SET IN THE TOP OF A
 PS0126'CONCRETE POST.
 PS0126
 PS0126                          STATION RECOVERY (1995)
 PS0126
 PS0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0126'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0530 ***********************************************************************
 PR0530  DESIGNATION -  X 82
 PR0530  PID         -  PR0530
 PR0530  STATE/COUNTY-  SD/MINER
 PR0530  COUNTRY     -  US
 PR0530  USGS QUAD   -  ROSWELL (2017)
 PR0530
 PR0530                         *CURRENT SURVEY CONTROL
 PR0530  ______________________________________________________________________
 PR0530* NAD 83(1986) POSITION- 44 04 29.     (N) 097 38 39.     (W)   SCALED
 PR0530* NAVD 88 ORTHO HEIGHT -   438.048 (meters)     1437.16  (feet) ADJUSTED
 PR0530  ______________________________________________________________________
 PR0530  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 PR0530  DYNAMIC HEIGHT  -        437.954 (meters)     1436.85  (feet) COMP
 PR0530  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 PR0530
 PR0530  VERT ORDER      -  SECOND    CLASS 0
 PR0530
 PR0530.The horizontal coordinates were scaled from a map and have
 PR0530.an estimated accuracy of +/- 6 seconds.
 PR0530
 PR0530.The orthometric height was determined by differential leveling and
 PR0530.adjusted by the NATIONAL GEODETIC SURVEY
 PR0530.in June 1991.
 PR0530
 PR0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0530.GEOID18 height accuracy estimate available here.
 PR0530
 PR0530.Click photographs - Photos may exist for this station.
 PR0530
 PR0530.The dynamic height is computed by dividing the NAVD 88
 PR0530.geopotential number by the normal gravity value computed on the
 PR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0530.degrees latitude (g = 980.6199 gals.).
 PR0530
 PR0530.The modeled gravity was interpolated from observed gravity values.
 PR0530
 PR0530;                    North         East    Units  Estimated Accuracy
 PR0530;SPC SD S     -   196,940.      815,370.      MT  (+/- 180 meters Scaled)
 PR0530
 PR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP085810(NAD 83)
 PR0530
 PR0530                          SUPERSEDED SURVEY CONTROL
 PR0530
 PR0530  NGVD 29 (??/??/92)  437.769  (m)         1436.25   (f) ADJ UNCH    2 0
 PR0530
 PR0530.Superseded values are not recommended for survey control.
 PR0530
 PR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0530.See file dsdata.pdf to determine how the superseded data were derived.
 PR0530
 PR0530_MARKER: DB = BENCH MARK DISK
 PR0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0530_SP_SET: ABUTMENT
 PR0530_STAMPING: X 82 1934
 PR0530_MARK LOGO: CGS
 PR0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0530
 PR0530  HISTORY     - Date     Condition        Report By
 PR0530  HISTORY     - 1934     MONUMENTED       CGS
 PR0530
 PR0530                          STATION DESCRIPTION
 PR0530
 PR0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0530'0.2 MI NW FROM ARGONNE.
 PR0530'0.2 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0530'FROM THE STATION AT ARGONNE, MINER COUNTY, ABOUT 5 POLES NORTHWEST
 PR0530'OF MILEPOST 103, 70 FEET EAST OF WOODEN TRESTLE BRIDGE 2824,
 PR0530'AT AN 18-FOOT CONCRETE HIGHWAY DECK BRIDGE, IN THE WEST END
 PR0530'OF THE NORTH CONCRETE ABUTMENT, BESIDE A HAND RAIL POST, AND
 PR0530'ABOUT 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 PR0530'X 82 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0037 ***********************************************************************
 PS0037  DESIGNATION -  X 83
 PS0037  PID         -  PS0037
 PS0037  STATE/COUNTY-  SD/BEADLE
 PS0037  COUNTRY     -  US
 PS0037  USGS QUAD   -  LAKE BYRON (2017)
 PS0037
 PS0037                         *CURRENT SURVEY CONTROL
 PS0037  ______________________________________________________________________
 PS0037* NAD 83(1986) POSITION- 44 35 20.     (N) 098 13 13.     (W)   SCALED
 PS0037* NAVD 88 ORTHO HEIGHT -   392.430 (meters)     1287.50  (feet) ADJUSTED
 PS0037  ______________________________________________________________________
 PS0037  GEOID HEIGHT    -        -24.577 (meters)                     GEOID18
 PS0037  DYNAMIC HEIGHT  -        392.376 (meters)     1287.32  (feet) COMP
 PS0037  MODELED GRAVITY -    980,469.3   (mgal)                       NAVD 88
 PS0037
 PS0037  VERT ORDER      -  SECOND    CLASS 0
 PS0037
 PS0037.The horizontal coordinates were scaled from a map and have
 PS0037.an estimated accuracy of +/- 6 seconds.
 PS0037
 PS0037.The orthometric height was determined by differential leveling and
 PS0037.adjusted by the NATIONAL GEODETIC SURVEY
 PS0037.in June 1991.
 PS0037
 PS0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0037.GEOID18 height accuracy estimate available here.
 PS0037
 PS0037.Click photographs - Photos may exist for this station.
 PS0037
 PS0037.The dynamic height is computed by dividing the NAVD 88
 PS0037.geopotential number by the normal gravity value computed on the
 PS0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0037.degrees latitude (g = 980.6199 gals.).
 PS0037
 PS0037.The modeled gravity was interpolated from observed gravity values.
 PS0037
 PS0037;                    North         East    Units  Estimated Accuracy
 PS0037;SPC SD N     -    85,510.      741,310.      MT  (+/- 180 meters Scaled)
 PS0037
 PS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ618375(NAD 83)
 PS0037
 PS0037                          SUPERSEDED SURVEY CONTROL
 PS0037
 PS0037  NGVD 29 (??/??/92)  392.16   (m)         1286.6    (f) COMPUTED    2 0
 PS0037
 PS0037.Superseded values are not recommended for survey control.
 PS0037
 PS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0037.See file dsdata.pdf to determine how the superseded data were derived.
 PS0037
 PS0037_MARKER: DB = BENCH MARK DISK
 PS0037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0037_SP_SET: CULVERT HEADWLL
 PS0037_STAMPING: X 83 1934
 PS0037_MARK LOGO: CGS
 PS0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0037+STABILITY: SURFACE MOTION
 PS0037
 PS0037  HISTORY     - Date     Condition        Report By
 PS0037  HISTORY     - 1934     MONUMENTED       CGS
 PS0037  HISTORY     - 1951     MARK NOT FOUND   USGS
 PS0037  HISTORY     - 19950101 SEE DESCRIPTION  SDDENR
 PS0037
 PS0037                          STATION DESCRIPTION
 PS0037
 PS0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0037'15.5 MI N FROM HURON.
 PS0037'15.5 MILES NORTH OF C AND N W DEPOT.  ALONG HIWAY 37, 33 FEET
 PS0037'NORTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 21 FEET
 PS0037'EAST OF CENTERLINE OF HIWAY.  SET IN CENTER OF EAST HEADWALL
 PS0037'OF 16 INCH CONCRETE CULVERT, LEVEL WITH ROAD.
 PS0037
 PS0037                          STATION RECOVERY (1951)
 PS0037
 PS0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PS0037'MARK NOT FOUND.
 PS0037
 PS0037                          STATION RECOVERY (1995)
 PS0037
 PS0037'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 1995
 PS0037'FOUND. APPEARS TO HAVE BEEN DISTURBED, AS THE BENCHMARK IS NOW 1 FT
 PS0037'(0.3 M) EAST OF THE CADASTRAL SURVEY RM, AND BOTH APPEAR TO HAVE BEEN
 PS0037'MOVED FARTHER EAST -AWAY FROM THE FIELD ENTRANCE GATE-.  GPS SURVEYING
 PS0037'TECHNIQUES WERE USED TO CHECK THE BM AGAINST ANOTHER BM KNOWN TO BE
 PS0037'ACCURATE, AND THE ELEVATION APPEARS TO BE DIFFERENT THAN THE
 PS0037'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0038 ***********************************************************************
 PS0038  DESIGNATION -  X 83 RESET
 PS0038  PID         -  PS0038
 PS0038  STATE/COUNTY-  SD/BEADLE
 PS0038  COUNTRY     -  US
 PS0038  USGS QUAD   -  LAKE BYRON (2017)
 PS0038
 PS0038                         *CURRENT SURVEY CONTROL
 PS0038  ______________________________________________________________________
 PS0038* NAD 83(1986) POSITION- 44 35 20.     (N) 098 13 11.     (W)   SCALED
 PS0038* NAVD 88 ORTHO HEIGHT -   389.36  (meters)     1277.4   (feet) RESET
 PS0038  ______________________________________________________________________
 PS0038  GEOID HEIGHT    -        -24.577 (meters)                     GEOID18
 PS0038  VERT ORDER      -  THIRD
 PS0038
 PS0038.The horizontal coordinates were scaled from a map and have
 PS0038.an estimated accuracy of +/- 6 seconds.
 PS0038
 PS0038.The orthometric height was computed from unverified reset data.
 PS0038
 PS0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0038.GEOID18 height accuracy estimate available here.
 PS0038
 PS0038.Click photographs - Photos may exist for this station.
 PS0038
 PS0038;                    North         East    Units  Estimated Accuracy
 PS0038;SPC SD N     -    85,510.      741,350.      MT  (+/- 180 meters Scaled)
 PS0038
 PS0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ619375(NAD 83)
 PS0038
 PS0038                          SUPERSEDED SURVEY CONTROL
 PS0038
 PS0038.No superseded survey control is available for this station.
 PS0038
 PS0038_MARKER: DB = BENCH MARK DISK
 PS0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0038_STAMPING: X 83 RESET 1956
 PS0038_MARK LOGO: CGS
 PS0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0038+STABILITY: SURFACE MOTION
 PS0038
 PS0038  HISTORY     - Date     Condition        Report By
 PS0038  HISTORY     - 1951     MONUMENTED       SDHD
 PS0038  HISTORY     - 1956     GOOD             CGS
 PS0038
 PS0038                          STATION DESCRIPTION
 PS0038
 PS0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PS0038'15.5 MI N FROM HURON.
 PS0038'15.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 PS0038'NORTH WESTERN RAILWAY CROSSING ON DAKOTA AVENUE IN HURON,
 PS0038'BEADLE COUNTY, 90 FEET EAST AND 35 FEET SOUTH OF THE NORTHWEST
 PS0038'CORNER OF SECTION 19, T 113 N, R 61 W, ON THE SOUTH SIDE OF AN
 PS0038'EAST-AND-WEST ROAD, 2 FEET SOUTH OF AN EAST-AND-WEST FENCE,
 PS0038'AND 1 FOOT SOUTH OF A U.S. CADASTRAL SURVEY R.M. MARKED S 19-96.8.
 PS0038'A STANDARD DISK, STAMPED X 83 RESET 1951. AND SET IN THE TOP
 PS0038'OF A CONCRETE POST.  39 FEET SOUTH AND 108 FEET EAST OF CROSSROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0434 ***********************************************************************
 PR0434  DESIGNATION -  X 84
 PR0434  PID         -  PR0434
 PR0434  STATE/COUNTY-  SD/CODINGTON
 PR0434  COUNTRY     -  US
 PR0434  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0434
 PR0434                         *CURRENT SURVEY CONTROL
 PR0434  ______________________________________________________________________
 PR0434* NAD 83(1986) POSITION- 44 57 21.     (N) 097 12 10.     (W)   SCALED
 PR0434* NAVD 88 ORTHO HEIGHT -   529.512 (meters)     1737.24  (feet) ADJUSTED
 PR0434  ______________________________________________________________________
 PR0434  GEOID HEIGHT    -        -25.110 (meters)                     GEOID18
 PR0434  DYNAMIC HEIGHT  -        529.436 (meters)     1736.99  (feet) COMP
 PR0434  MODELED GRAVITY -    980,455.5   (mgal)                       NAVD 88
 PR0434
 PR0434  VERT ORDER      -  SECOND    CLASS 0
 PR0434
 PR0434.The horizontal coordinates were scaled from a map and have
 PR0434.an estimated accuracy of +/- 6 seconds.
 PR0434
 PR0434.The orthometric height was determined by differential leveling and
 PR0434.adjusted by the NATIONAL GEODETIC SURVEY
 PR0434.in June 1991.
 PR0434
 PR0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0434.GEOID18 height accuracy estimate available here.
 PR0434
 PR0434.Click photographs - Photos may exist for this station.
 PR0434
 PR0434.The dynamic height is computed by dividing the NAVD 88
 PR0434.geopotential number by the normal gravity value computed on the
 PR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0434.degrees latitude (g = 980.6199 gals.).
 PR0434
 PR0434.The modeled gravity was interpolated from observed gravity values.
 PR0434
 PR0434;                    North         East    Units  Estimated Accuracy
 PR0434;SPC SD N     -   128,550.      820,660.      MT  (+/- 180 meters Scaled)
 PR0434
 PR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ417796(NAD 83)
 PR0434
 PR0434                          SUPERSEDED SURVEY CONTROL
 PR0434
 PR0434  NGVD 29 (??/??/92)  529.213  (m)         1736.26   (f) ADJ UNCH    2 0
 PR0434
 PR0434.Superseded values are not recommended for survey control.
 PR0434
 PR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0434.See file dsdata.pdf to determine how the superseded data were derived.
 PR0434
 PR0434_MARKER: DB = BENCH MARK DISK
 PR0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0434_SP_SET: CULVERT HEADWALL
 PR0434_STAMPING: X 84 1934
 PR0434_MARK LOGO: CGS
 PR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0434+STABILITY: SURFACE MOTION
 PR0434
 PR0434  HISTORY     - Date     Condition        Report By
 PR0434  HISTORY     - 1934     MONUMENTED       CGS
 PR0434
 PR0434                          STATION DESCRIPTION
 PR0434
 PR0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0434'AT YAHOTA.
 PR0434'AT YAHOTA, CODINGTON COUNTY, ABOUT 125 FEET SOUTH OF THE
 PR0434'CENTER LINE OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD TRACK,
 PR0434'ABOUT 175 FEET SOUTHEAST OF A GRAIN ELEVATOR, AT A 2-FOOT
 PR0434'CONCRETE HIGHWAY PIPE CULVERT, IN THE CENTER OF THE NORTH
 PR0434'CONCRETE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 PR0434'A STANDARD DISK, STAMPED X 84 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0290 ***********************************************************************
 QQ0290  DESIGNATION -  X 85
 QQ0290  PID         -  QQ0290
 QQ0290  STATE/COUNTY-  SD/CLARK
 QQ0290  COUNTRY     -  US
 QQ0290  USGS QUAD   -  CROCKER (2017)
 QQ0290
 QQ0290                         *CURRENT SURVEY CONTROL
 QQ0290  ______________________________________________________________________
 QQ0290* NAD 83(1986) POSITION- 45 06 10.     (N) 097 51 39.     (W)   SCALED
 QQ0290* NAVD 88 ORTHO HEIGHT -   549.132 (meters)     1801.61  (feet) ADJUSTED
 QQ0290  ______________________________________________________________________
 QQ0290  GEOID HEIGHT    -        -24.629 (meters)                     GEOID18
 QQ0290  DYNAMIC HEIGHT  -        549.064 (meters)     1801.39  (feet) COMP
 QQ0290  MODELED GRAVITY -    980,474.7   (mgal)                       NAVD 88
 QQ0290
 QQ0290  VERT ORDER      -  SECOND    CLASS 0
 QQ0290
 QQ0290.The horizontal coordinates were scaled from a map and have
 QQ0290.an estimated accuracy of +/- 6 seconds.
 QQ0290
 QQ0290.The orthometric height was determined by differential leveling and
 QQ0290.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0290.in June 1991.
 QQ0290
 QQ0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0290.GEOID18 height accuracy estimate available here.
 QQ0290
 QQ0290.Click photographs - Photos may exist for this station.
 QQ0290
 QQ0290.The dynamic height is computed by dividing the NAVD 88
 QQ0290.geopotential number by the normal gravity value computed on the
 QQ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0290.degrees latitude (g = 980.6199 gals.).
 QQ0290
 QQ0290.The modeled gravity was interpolated from observed gravity values.
 QQ0290
 QQ0290;                    North         East    Units  Estimated Accuracy
 QQ0290;SPC SD N     -   143,290.      768,340.      MT  (+/- 180 meters Scaled)
 QQ0290
 QQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ896949(NAD 83)
 QQ0290
 QQ0290                          SUPERSEDED SURVEY CONTROL
 QQ0290
 QQ0290  NGVD 29 (??/??/92)  548.808  (m)         1800.55   (f) ADJ UNCH    2 0
 QQ0290
 QQ0290.Superseded values are not recommended for survey control.
 QQ0290
 QQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0290.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0290
 QQ0290_MARKER: DB = BENCH MARK DISK
 QQ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0290_STAMPING: X 85 1934
 QQ0290_MARK LOGO: CGS
 QQ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0290+STABILITY: SURFACE MOTION
 QQ0290
 QQ0290  HISTORY     - Date     Condition        Report By
 QQ0290  HISTORY     - 1934     MONUMENTED       CGS
 QQ0290
 QQ0290                          STATION DESCRIPTION
 QQ0290
 QQ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0290'3.7 MI W FROM CROCKER.
 QQ0290'ABOUT 3.7 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 QQ0290'FROM THE STATION AT CROCKER, CLARK COUNTY, ABOUT 8 POLES WEST OF THE
 QQ0290'STATION AT SUMMIT, ABOUT 9 POLES WEST OF MILEPOST 277, AT A
 QQ0290'PUBLIC-ROAD CROSSING, ABOUT 171 FEET EAST OF THE CENTER LINE OF THE
 QQ0290'ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET NORTH
 QQ0290'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 QQ0290'A STANDARD DISK, STAMPED X 85 1934 AND SET IN THE TOP OF A CONCRETE
 QQ0290'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0121 ***********************************************************************
 QR0121  DESIGNATION -  X 86
 QR0121  PID         -  QR0121
 QR0121  STATE/COUNTY-  SD/SPINK
 QR0121  COUNTRY     -  US
 QR0121  USGS QUAD   -  NORTHVILLE (2017)
 QR0121
 QR0121                         *CURRENT SURVEY CONTROL
 QR0121  ______________________________________________________________________
 QR0121* NAD 83(1986) POSITION- 45 09 26.     (N) 098 33 15.     (W)   SCALED
 QR0121* NAVD 88 ORTHO HEIGHT -   391.110 (meters)     1283.17  (feet) ADJUSTED
 QR0121  ______________________________________________________________________
 QR0121  GEOID HEIGHT    -        -24.309 (meters)                     GEOID18
 QR0121  DYNAMIC HEIGHT  -        391.073 (meters)     1283.05  (feet) COMP
 QR0121  MODELED GRAVITY -    980,511.1   (mgal)                       NAVD 88
 QR0121
 QR0121  VERT ORDER      -  SECOND    CLASS 0
 QR0121
 QR0121.The horizontal coordinates were scaled from a map and have
 QR0121.an estimated accuracy of +/- 6 seconds.
 QR0121
 QR0121.The orthometric height was determined by differential leveling and
 QR0121.adjusted by the NATIONAL GEODETIC SURVEY
 QR0121.in June 1991.
 QR0121
 QR0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0121.GEOID18 height accuracy estimate available here.
 QR0121
 QR0121.Click photographs - Photos may exist for this station.
 QR0121
 QR0121.The dynamic height is computed by dividing the NAVD 88
 QR0121.geopotential number by the normal gravity value computed on the
 QR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0121.degrees latitude (g = 980.6199 gals.).
 QR0121
 QR0121.The modeled gravity was interpolated from observed gravity values.
 QR0121
 QR0121;                    North         East    Units  Estimated Accuracy
 QR0121;SPC SD N     -   148,130.      713,670.      MT  (+/- 180 meters Scaled)
 QR0121
 QR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR350005(NAD 83)
 QR0121
 QR0121                          SUPERSEDED SURVEY CONTROL
 QR0121
 QR0121  NGVD 29 (??/??/92)  390.826  (m)         1282.23   (f) ADJ UNCH    2 0
 QR0121
 QR0121.Superseded values are not recommended for survey control.
 QR0121
 QR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0121.See file dsdata.pdf to determine how the superseded data were derived.
 QR0121
 QR0121_MARKER: DB = BENCH MARK DISK
 QR0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0121_STAMPING: X 86 1934
 QR0121_MARK LOGO: CGS
 QR0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0121+STABILITY: SURFACE MOTION
 QR0121
 QR0121  HISTORY     - Date     Condition        Report By
 QR0121  HISTORY     - 1934     MONUMENTED       CGS
 QR0121  HISTORY     - 19970422 MARK NOT FOUND   NGS
 QR0121
 QR0121                          STATION DESCRIPTION
 QR0121
 QR0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0121'2.9 MI W FROM MELLETTE.
 QR0121'2.9 MILES WEST BY RAIL ALONG THE M AND ST L RAILROAD, 15 1/2
 QR0121'POLES WEST OF MILEPOLE 313.  5 1/2 POLES EAST OF 40 FOOT WOODEN
 QR0121'TRESTLE, THENCE 33 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 QR0121'10 FEET SOUTH OF RIGHT OF WAY FENCE AND 3.5 FEET BELOW LEVEL
 QR0121'OF THE TRACK.
 QR0121
 QR0121                          STATION RECOVERY (1997)
 QR0121
 QR0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0121'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0118 ***********************************************************************
 QR0118  DESIGNATION -  X 87
 QR0118  PID         -  QR0118
 QR0118  STATE/COUNTY-  SD/EDMUNDS
 QR0118  COUNTRY     -  US
 QR0118  USGS QUAD   -  MINA NW (2017)
 QR0118
 QR0118                         *CURRENT SURVEY CONTROL
 QR0118  ______________________________________________________________________
 QR0118* NAD 83(1986) POSITION- 45 27 29.     (N) 098 55 31.     (W)   SCALED
 QR0118* NAVD 88 ORTHO HEIGHT -   450.356 (meters)     1477.54  (feet) ADJUSTED
 QR0118  ______________________________________________________________________
 QR0118  GEOID HEIGHT    -        -23.711 (meters)                     GEOID18
 QR0118  DYNAMIC HEIGHT  -        450.322 (meters)     1477.43  (feet) COMP
 QR0118  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 QR0118
 QR0118  VERT ORDER      -  SECOND    CLASS 0
 QR0118
 QR0118.The horizontal coordinates were scaled from a map and have
 QR0118.an estimated accuracy of +/- 6 seconds.
 QR0118
 QR0118.The orthometric height was determined by differential leveling and
 QR0118.adjusted by the NATIONAL GEODETIC SURVEY
 QR0118.in June 1991.
 QR0118
 QR0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0118.GEOID18 height accuracy estimate available here.
 QR0118
 QR0118.Click photographs - Photos may exist for this station.
 QR0118
 QR0118.The dynamic height is computed by dividing the NAVD 88
 QR0118.geopotential number by the normal gravity value computed on the
 QR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0118.degrees latitude (g = 980.6199 gals.).
 QR0118
 QR0118.The modeled gravity was interpolated from observed gravity values.
 QR0118
 QR0118;                    North         East    Units  Estimated Accuracy
 QR0118;SPC SD N     -   181,100.      684,060.      MT  (+/- 180 meters Scaled)
 QR0118
 QR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR058338(NAD 83)
 QR0118
 QR0118                          SUPERSEDED SURVEY CONTROL
 QR0118
 QR0118  NGVD 29 (??/??/92)  450.033  (m)         1476.48   (f) ADJ UNCH    2 0
 QR0118
 QR0118.Superseded values are not recommended for survey control.
 QR0118
 QR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0118.See file dsdata.pdf to determine how the superseded data were derived.
 QR0118
 QR0118_MARKER: DB = BENCH MARK DISK
 QR0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0118_SP_SET: BRIDGE
 QR0118_STAMPING: X 87 1934
 QR0118_MARK LOGO: CGS
 QR0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0118
 QR0118  HISTORY     - Date     Condition        Report By
 QR0118  HISTORY     - 1934     MONUMENTED       CGS
 QR0118
 QR0118                          STATION DESCRIPTION
 QR0118
 QR0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0118'0.8 MI N FROM CRAVENS.
 QR0118'0.8 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE CHICAGO, MILWAUKEE,
 QR0118'ST. PAUL AND PACIFIC RAILROAD STATION AT CRAVEN, EDMUNDS COUNTY,
 QR0118'0.8 MILE NORTH OF THE JUNCTION WITH U.S. HIGHWAY 12, AT THE
 QR0118'BOTTOM OF A HILL, ABOUT 400 FEET SOUTH OF A T-FENCE RUNNING WEST,
 QR0118'AT A 32-FOOT CONCRETE BRIDGE, IN THE NORTH END OF THE EAST
 QR0118'CONCRETE HEADWALL, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 QR0118'A STANDARD DISK, STAMPED X 87 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0191 ***********************************************************************
 QR0191  DESIGNATION -  X 88
 QR0191  PID         -  QR0191
 QR0191  STATE/COUNTY-  SD/MCPHERSON
 QR0191  COUNTRY     -  US
 QR0191  USGS QUAD   -  PLAINVIEW COLONY NW (2017)
 QR0191
 QR0191                         *CURRENT SURVEY CONTROL
 QR0191  ______________________________________________________________________
 QR0191* NAD 83(1986) POSITION- 45 43 08.     (N) 099 14 19.     (W)   SCALED
 QR0191* NAVD 88 ORTHO HEIGHT -   600.388 (meters)     1969.77  (feet) ADJUSTED
 QR0191  ______________________________________________________________________
 QR0191  GEOID HEIGHT    -        -23.196 (meters)                     GEOID18
 QR0191  DYNAMIC HEIGHT  -        600.336 (meters)     1969.60  (feet) COMP
 QR0191  MODELED GRAVITY -    980,510.8   (mgal)                       NAVD 88
 QR0191
 QR0191  VERT ORDER      -  SECOND    CLASS 0
 QR0191
 QR0191.The horizontal coordinates were scaled from a map and have
 QR0191.an estimated accuracy of +/- 6 seconds.
 QR0191
 QR0191.The orthometric height was determined by differential leveling and
 QR0191.adjusted by the NATIONAL GEODETIC SURVEY
 QR0191.in June 1991.
 QR0191
 QR0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0191.GEOID18 height accuracy estimate available here.
 QR0191
 QR0191.Click photographs - Photos may exist for this station.
 QR0191
 QR0191.The dynamic height is computed by dividing the NAVD 88
 QR0191.geopotential number by the normal gravity value computed on the
 QR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0191.degrees latitude (g = 980.6199 gals.).
 QR0191
 QR0191.The modeled gravity was interpolated from observed gravity values.
 QR0191
 QR0191;                    North         East    Units  Estimated Accuracy
 QR0191;SPC SD N     -   209,820.      659,280.      MT  (+/- 180 meters Scaled)
 QR0191
 QR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR814628(NAD 83)
 QR0191
 QR0191                          SUPERSEDED SURVEY CONTROL
 QR0191
 QR0191  NGVD 29 (??/??/92)  599.999  (m)         1968.50   (f) ADJ UNCH    2 0
 QR0191
 QR0191.Superseded values are not recommended for survey control.
 QR0191
 QR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0191.See file dsdata.pdf to determine how the superseded data were derived.
 QR0191
 QR0191_MARKER: DB = BENCH MARK DISK
 QR0191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0191_SP_SET: BOX CULVERT HEADWALL
 QR0191_STAMPING: X 88 1934
 QR0191_MARK LOGO: CGS
 QR0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0191+STABILITY: SURFACE MOTION
 QR0191
 QR0191  HISTORY     - Date     Condition        Report By
 QR0191  HISTORY     - 1934     MONUMENTED       CGS
 QR0191  HISTORY     - 1940     GOOD             CGS
 QR0191
 QR0191                          STATION DESCRIPTION
 QR0191
 QR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0191'15 MI W FROM LEOLA.
 QR0191'15.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL AT
 QR0191'LEOLA, MC PHERSON COUNTY, ABOUT 0.2 MILE EAST OF A CURVE TO THE
 QR0191'EAST, AT A 4-FOOT REINFORCED CONCRETE BOX CULVERT, IN THE CENTER
 QR0191'OF THE TOP OF THE SOUTH HEAD WALL, 12.5 FEET SOUTH OF THE CENTER
 QR0191'LINE OF THE HIGHWAY, 6.4 FEET EAST OF A WHITE REFERENCE POST,
 QR0191'AND ABOUT 3.1 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 QR0191'STAMPED X 88 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0154 ***********************************************************************
 QR0154  DESIGNATION -  X 89
 QR0154  PID         -  QR0154
 QR0154  STATE/COUNTY-  SD/BROWN
 QR0154  COUNTRY     -  US
 QR0154  USGS QUAD   -  RICHMOND NW (2017)
 QR0154
 QR0154                         *CURRENT SURVEY CONTROL
 QR0154  ______________________________________________________________________
 QR0154* NAD 83(1986) POSITION- 45 44 08.     (N) 098 39 48.     (W)   SCALED
 QR0154* NAVD 88 ORTHO HEIGHT -   441.691 (meters)     1449.11  (feet) ADJUSTED
 QR0154  ______________________________________________________________________
 QR0154  GEOID HEIGHT    -        -24.134 (meters)                     GEOID18
 QR0154  DYNAMIC HEIGHT  -        441.669 (meters)     1449.04  (feet) COMP
 QR0154  MODELED GRAVITY -    980,553.3   (mgal)                       NAVD 88
 QR0154
 QR0154  VERT ORDER      -  SECOND    CLASS 0
 QR0154
 QR0154.The horizontal coordinates were scaled from a map and have
 QR0154.an estimated accuracy of +/- 6 seconds.
 QR0154
 QR0154.The orthometric height was determined by differential leveling and
 QR0154.adjusted by the NATIONAL GEODETIC SURVEY
 QR0154.in June 1991.
 QR0154
 QR0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0154.GEOID18 height accuracy estimate available here.
 QR0154
 QR0154.Click photographs - Photos may exist for this station.
 QR0154
 QR0154.The dynamic height is computed by dividing the NAVD 88
 QR0154.geopotential number by the normal gravity value computed on the
 QR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0154.degrees latitude (g = 980.6199 gals.).
 QR0154
 QR0154.The modeled gravity was interpolated from observed gravity values.
 QR0154
 QR0154;                    North         East    Units  Estimated Accuracy
 QR0154;SPC SD N     -   212,250.      704,030.      MT  (+/- 180 meters Scaled)
 QR0154
 QR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR261647(NAD 83)
 QR0154
 QR0154                          SUPERSEDED SURVEY CONTROL
 QR0154
 QR0154  NGVD 29 (??/??/92)  441.366  (m)         1448.05   (f) ADJ UNCH    2 0
 QR0154
 QR0154.Superseded values are not recommended for survey control.
 QR0154
 QR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0154.See file dsdata.pdf to determine how the superseded data were derived.
 QR0154
 QR0154_MARKER: DB = BENCH MARK DISK
 QR0154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0154_SP_SET: CULVERT HEADWALL
 QR0154_STAMPING: X 89 1934
 QR0154_MARK LOGO: CGS
 QR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0154+STABILITY: SURFACE MOTION
 QR0154
 QR0154  HISTORY     - Date     Condition        Report By
 QR0154  HISTORY     - 1934     MONUMENTED       CGS
 QR0154
 QR0154                          STATION DESCRIPTION
 QR0154
 QR0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0154'8.4 MI W FROM BARNARD.
 QR0154'8.4 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0154'AT BARNARD, BROWN COUNTY, AT A ROAD INTERSECTION AT A SECTION
 QR0154'CORNER, 25 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 QR0154'ROAD, 20 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 QR0154'ROAD, AT AN 18-INCH CONCRETE-PIPE CULVERT UNDET THE CROSS ROAD,
 QR0154'IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND LEVEL WITH
 QR0154'THE ROAD.  A STANDARD DISK, STAMPED X 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0441 ***********************************************************************
 OS0441  DESIGNATION -  X 9
 OS0441  PID         -  OS0441
 OS0441  STATE/COUNTY-  SD/JACKSON
 OS0441  COUNTRY     -  US
 OS0441  USGS QUAD   -  KADOKA (2017)
 OS0441
 OS0441                         *CURRENT SURVEY CONTROL
 OS0441  ______________________________________________________________________
 OS0441* NAD 83(1986) POSITION- 43 50 10.20   (N) 101 30 14.58   (W)   HD_HELD1
 OS0441* NAVD 88 ORTHO HEIGHT -   747.376 (meters)     2452.02  (feet) ADJUSTED
 OS0441  ______________________________________________________________________
 OS0441  GEOID HEIGHT    -        -21.642 (meters)                     GEOID18
 OS0441  DYNAMIC HEIGHT  -        747.132 (meters)     2451.22  (feet) COMP
 OS0441  MODELED GRAVITY -    980,268.4   (mgal)                       NAVD 88
 OS0441
 OS0441  VERT ORDER      -  FIRST     CLASS II
 OS0441
 OS0441.The horizontal coordinates were determined by differentially corrected
 OS0441.hand held GPS observations or other comparable positioning techniques
 OS0441.and have an estimated accuracy of +/- 3 meters.
 OS0441
 OS0441.The orthometric height was determined by differential leveling and
 OS0441.adjusted by the NATIONAL GEODETIC SURVEY
 OS0441.in September 1993.
 OS0441
 OS0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0441.GEOID18 height accuracy estimate available here.
 OS0441
 OS0441.Click photographs - Photos may exist for this station.
 OS0441
 OS0441.The dynamic height is computed by dividing the NAVD 88
 OS0441.geopotential number by the normal gravity value computed on the
 OS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0441.degrees latitude (g = 980.6199 gals.).
 OS0441
 OS0441.The modeled gravity was interpolated from observed gravity values.
 OS0441
 OS0441;                    North         East    Units  Estimated Accuracy
 OS0441;SPC SD S     -   167,616.3     505,854.5     MT  (+/- 3 meters HH1 GPS) 
 OS0441
 OS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9868556724(NAD 83)
 OS0441
 OS0441                          SUPERSEDED SURVEY CONTROL
 OS0441
 OS0441  NAVD 88 (06/15/91)  747.381  (m)         2452.03   (f) SUPERSEDED  1 2
 OS0441  NGVD 29 (??/??/92)  746.926  (m)         2450.54   (f) ADJ UNCH    1 2
 OS0441
 OS0441.Superseded values are not recommended for survey control.
 OS0441
 OS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0441.See file dsdata.pdf to determine how the superseded data were derived.
 OS0441
 OS0441_MARKER: DB = BENCH MARK DISK
 OS0441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0441_SP_SET: HEADWALL
 OS0441_STAMPING: X 9 1925 2450.540
 OS0441_MARK LOGO: CGS
 OS0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0441+STABILITY: SURFACE MOTION
 OS0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0441+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0441
 OS0441  HISTORY     - Date     Condition        Report By
 OS0441  HISTORY     - 1925     MONUMENTED       CGS
 OS0441  HISTORY     - 1962     GOOD             CGS
 OS0441  HISTORY     - 1985     GOOD             NGS
 OS0441  HISTORY     - 19910713 GOOD             NGS
 OS0441  HISTORY     - 20130116 GOOD             INDIV
 OS0441
 OS0441                          STATION DESCRIPTION
 OS0441
 OS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0441'0.4 MI NE FROM KADOKA.
 OS0441'ABOUT 0.4 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0441'AND PACIFIC RAILROAD FRO THE STATION AT KADOKA, IN SECTION 28,
 OS0441'T 2 S, R 22 E 9 POLES SOUTHWEST OF MILE POST 561, 68 FEET
 OS0441'NORTHWEST OF NORTHWEST RAIL, 12 FEET SOUTHEAST OF THE CENTER LINE
 OS0441'OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT
 OS0441'4 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF
 OS0441'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT
 OS0441'UNDER AN OILED ROAD.
 OS0441
 OS0441                          STATION RECOVERY (1985)
 OS0441
 OS0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0441'RECOVERED IN GOOD CONDITION.
 OS0441
 OS0441                          STATION RECOVERY (1991)
 OS0441
 OS0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0441'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OS0441'KADOKA, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG MAPLE STREET, IN TOP
 OS0441'OF AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 OS0441'CONCRETE HEADWALL OF A BOX CULVERT, 4.2 M (13.8 FT) SOUTHEAST OF THE
 OS0441'STREET CENTER, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE STREET.
 OS0441
 OS0441                          STATION RECOVERY (2013)
 OS0441
 OS0441'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0322 ***********************************************************************
 QQ0322  DESIGNATION -  X 90
 QQ0322  PID         -  QQ0322
 QQ0322  STATE/COUNTY-  SD/MARSHALL
 QQ0322  COUNTRY     -  US
 QQ0322  USGS QUAD   -  NEWARK SW (2017)
 QQ0322
 QQ0322                         *CURRENT SURVEY CONTROL
 QQ0322  ______________________________________________________________________
 QQ0322* NAD 83(1986) POSITION- 45 47 28.     (N) 097 56 54.     (W)   SCALED
 QQ0322* NAVD 88 ORTHO HEIGHT -   395.079 (meters)     1296.19  (feet) ADJUSTED
 QQ0322  ______________________________________________________________________
 QQ0322  GEOID HEIGHT    -        -25.258 (meters)                     GEOID18
 QQ0322  DYNAMIC HEIGHT  -        395.061 (meters)     1296.13  (feet) COMP
 QQ0322  MODELED GRAVITY -    980,558.1   (mgal)                       NAVD 88
 QQ0322
 QQ0322  VERT ORDER      -  SECOND    CLASS 0
 QQ0322
 QQ0322.The horizontal coordinates were scaled from a map and have
 QQ0322.an estimated accuracy of +/- 6 seconds.
 QQ0322
 QQ0322.The orthometric height was determined by differential leveling and
 QQ0322.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0322.in June 1991.
 QQ0322
 QQ0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0322.GEOID18 height accuracy estimate available here.
 QQ0322
 QQ0322.Click photographs - Photos may exist for this station.
 QQ0322
 QQ0322.The dynamic height is computed by dividing the NAVD 88
 QQ0322.geopotential number by the normal gravity value computed on the
 QQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0322.degrees latitude (g = 980.6199 gals.).
 QQ0322
 QQ0322.The modeled gravity was interpolated from observed gravity values.
 QQ0322
 QQ0322;                    North         East    Units  Estimated Accuracy
 QQ0322;SPC SD N     -   219,590.      759,510.      MT  (+/- 180 meters Scaled)
 QQ0322
 QQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR817713(NAD 83)
 QQ0322
 QQ0322                          SUPERSEDED SURVEY CONTROL
 QQ0322
 QQ0322  NGVD 29 (??/??/92)  394.79   (m)         1295.2    (f) COMPUTED    2 0
 QQ0322
 QQ0322.Superseded values are not recommended for survey control.
 QQ0322
 QQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0322.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0322
 QQ0322_MARKER: DB = BENCH MARK DISK
 QQ0322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0322_SP_SET: CULVERT HEADWALL
 QQ0322_STAMPING: X 90 1934
 QQ0322_MARK LOGO: CGS
 QQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0322+STABILITY: SURFACE MOTION
 QQ0322
 QQ0322  HISTORY     - Date     Condition        Report By
 QQ0322  HISTORY     - 1934     MONUMENTED       CGS
 QQ0322
 QQ0322                          STATION DESCRIPTION
 QQ0322
 QQ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0322'9.7 MI W FROM BRITTON.
 QQ0322'9.7 MILES WEST OF THE BRITTON CLINIC AND HOSPITAL, ALONG STATE
 QQ0322'HIGHWAY 10 AT 4 FOOT BY 4 FOOT RCB CULVERT, 80 FEET WEST OF
 QQ0322'CORNER OF FENCE SOUTH.  SET IN THE CENTER OF THE NORTH HEADWALL,
 QQ0322'3 FEET ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0323 ***********************************************************************
 QQ0323  DESIGNATION -  X 90 RESET
 QQ0323  PID         -  QQ0323
 QQ0323  STATE/COUNTY-  SD/MARSHALL
 QQ0323  COUNTRY     -  US
 QQ0323  USGS QUAD   -  NEWARK SW (2017)
 QQ0323
 QQ0323                         *CURRENT SURVEY CONTROL
 QQ0323  ______________________________________________________________________
 QQ0323* NAD 83(1986) POSITION- 45 47 28.     (N) 097 56 54.     (W)   SCALED
 QQ0323* NAVD 88 ORTHO HEIGHT -   394.22  (meters)     1293.4   (feet) RESET
 QQ0323  ______________________________________________________________________
 QQ0323  GEOID HEIGHT    -        -25.258 (meters)                     GEOID18
 QQ0323  VERT ORDER      -  THIRD
 QQ0323
 QQ0323.The horizontal coordinates were scaled from a map and have
 QQ0323.an estimated accuracy of +/- 6 seconds.
 QQ0323
 QQ0323.The orthometric height was computed from unverified reset data.
 QQ0323
 QQ0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0323.GEOID18 height accuracy estimate available here.
 QQ0323
 QQ0323.Click photographs - Photos may exist for this station.
 QQ0323
 QQ0323;                    North         East    Units  Estimated Accuracy
 QQ0323;SPC SD N     -   219,590.      759,510.      MT  (+/- 180 meters Scaled)
 QQ0323
 QQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR817713(NAD 83)
 QQ0323
 QQ0323                          SUPERSEDED SURVEY CONTROL
 QQ0323
 QQ0323.No superseded survey control is available for this station.
 QQ0323
 QQ0323_MARKER: DB = BENCH MARK DISK
 QQ0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0323_SP_SET: CULVERT
 QQ0323_STAMPING: X 90 RESET 1947
 QQ0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0323
 QQ0323  HISTORY     - Date     Condition        Report By
 QQ0323  HISTORY     - 1947     MONUMENTED       SDHD
 QQ0323
 QQ0323                          STATION DESCRIPTION
 QQ0323
 QQ0323'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1947
 QQ0323'9.7 MI W FROM BRITTON.
 QQ0323'9.7 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HOSPITAL AT
 QQ0323'BRITTON, MARSHALL COUNTY, 80 FEET WEST OF A FENCE LEADING SOUTH,
 QQ0323'AT A CULVERT, AND IN THE TOP OF THE NORTH HEAD WALL.  A STANDARD
 QQ0323'DISK, STAMPED X 90 RESET 1947.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0258 ***********************************************************************
 QQ0258  DESIGNATION -  X 91
 QQ0258  PID         -  QQ0258
 QQ0258  STATE/COUNTY-  SD/DAY
 QQ0258  COUNTRY     -  US
 QQ0258  USGS QUAD   -  PIERPONT (2017)
 QQ0258
 QQ0258                         *CURRENT SURVEY CONTROL
 QQ0258  ______________________________________________________________________
 QQ0258* NAD 83(1986) POSITION- 45 26 59.     (N) 097 50 39.     (W)   SCALED
 QQ0258* NAVD 88 ORTHO HEIGHT -   458.807 (meters)     1505.27  (feet) ADJUSTED
 QQ0258  ______________________________________________________________________
 QQ0258  GEOID HEIGHT    -        -24.904 (meters)                     GEOID18
 QQ0258  DYNAMIC HEIGHT  -        458.768 (meters)     1505.14  (feet) COMP
 QQ0258  MODELED GRAVITY -    980,516.4   (mgal)                       NAVD 88
 QQ0258
 QQ0258  VERT ORDER      -  SECOND    CLASS 0
 QQ0258
 QQ0258.The horizontal coordinates were scaled from a map and have
 QQ0258.an estimated accuracy of +/- 6 seconds.
 QQ0258
 QQ0258.The orthometric height was determined by differential leveling and
 QQ0258.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0258.in June 1991.
 QQ0258
 QQ0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0258.GEOID18 height accuracy estimate available here.
 QQ0258
 QQ0258.Click photographs - Photos may exist for this station.
 QQ0258
 QQ0258.The dynamic height is computed by dividing the NAVD 88
 QQ0258.geopotential number by the normal gravity value computed on the
 QQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0258.degrees latitude (g = 980.6199 gals.).
 QQ0258
 QQ0258.The modeled gravity was interpolated from observed gravity values.
 QQ0258
 QQ0258;                    North         East    Units  Estimated Accuracy
 QQ0258;SPC SD N     -   181,870.      768,620.      MT  (+/- 180 meters Scaled)
 QQ0258
 QQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR903335(NAD 83)
 QQ0258
 QQ0258                          SUPERSEDED SURVEY CONTROL
 QQ0258
 QQ0258  NGVD 29 (??/??/92)  458.517  (m)         1504.32   (f) ADJ UNCH    2 0
 QQ0258
 QQ0258.Superseded values are not recommended for survey control.
 QQ0258
 QQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0258.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0258
 QQ0258_MARKER: DB = BENCH MARK DISK
 QQ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0258_STAMPING: X 91 1934
 QQ0258_MARK LOGO: CGS
 QQ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0258+STABILITY: SURFACE MOTION
 QQ0258
 QQ0258  HISTORY     - Date     Condition        Report By
 QQ0258  HISTORY     - 1934     MONUMENTED       CGS
 QQ0258
 QQ0258                          STATION DESCRIPTION
 QQ0258
 QQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0258'3.4 MI SW FROM PIERPONT.
 QQ0258'ABOUT 3.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0258'AND PACIFIC RAILROAD FROM THE PUBLIC SCHOOL AT PIERPONT, DAY
 QQ0258'COUNTY, ABOUT 9 POLES SOUTH OF MILEPOST 4, AT A PRIVATE-ROAD
 QQ0258'CROSSING, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET
 QQ0258'EAST OF THE CENTER LINE OF THE TRACK, 22 FEET SOUTH OF THE CENTER
 QQ0258'OF THE GATE, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 QQ0258'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED X 91 1934 AND
 QQ0258'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0164 ***********************************************************************
 QQ0164  DESIGNATION -  X 92
 QQ0164  PID         -  QQ0164
 QQ0164  STATE/COUNTY-  SD/ROBERTS
 QQ0164  COUNTRY     -  US
 QQ0164  USGS QUAD   -  LA MARS (2018)
 QQ0164
 QQ0164                         *CURRENT SURVEY CONTROL
 QQ0164  ______________________________________________________________________
 QQ0164* NAD 83(1986) POSITION- 45 55 23.     (N) 096 41 11.     (W)   SCALED
 QQ0164* NAVD 88 ORTHO HEIGHT -   326.299 (meters)     1070.53  (feet) ADJUSTED
 QQ0164  ______________________________________________________________________
 QQ0164  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 QQ0164  DYNAMIC HEIGHT  -        326.296 (meters)     1070.52  (feet) COMP
 QQ0164  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 QQ0164
 QQ0164  VERT ORDER      -  SECOND    CLASS 0
 QQ0164
 QQ0164.The horizontal coordinates were scaled from a map and have
 QQ0164.an estimated accuracy of +/- 6 seconds.
 QQ0164
 QQ0164.The orthometric height was determined by differential leveling and
 QQ0164.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0164.in June 1991.
 QQ0164
 QQ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0164.GEOID18 height accuracy estimate available here.
 QQ0164
 QQ0164.Click photographs - Photos may exist for this station.
 QQ0164
 QQ0164.The dynamic height is computed by dividing the NAVD 88
 QQ0164.geopotential number by the normal gravity value computed on the
 QQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0164.degrees latitude (g = 980.6199 gals.).
 QQ0164
 QQ0164.The modeled gravity was interpolated from observed gravity values.
 QQ0164
 QQ0164;                    North         East    Units  Estimated Accuracy
 QQ0164;SPC SD N     -   237,490.      856,980.      MT  (+/- 180 meters Scaled)
 QQ0164
 QQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR793881(NAD 83)
 QQ0164
 QQ0164                          SUPERSEDED SURVEY CONTROL
 QQ0164
 QQ0164  NGVD 29 (??/??/92)  326.088  (m)         1069.84   (f) ADJ UNCH    2 0
 QQ0164
 QQ0164.Superseded values are not recommended for survey control.
 QQ0164
 QQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0164.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0164
 QQ0164_MARKER: DB = BENCH MARK DISK
 QQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0164_STAMPING: X 92 1934
 QQ0164_MARK LOGO: CGS
 QQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0164+STABILITY: SURFACE MOTION
 QQ0164
 QQ0164  HISTORY     - Date     Condition        Report By
 QQ0164  HISTORY     - 1934     MONUMENTED       CGS
 QQ0164  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0164
 QQ0164                          STATION DESCRIPTION
 QQ0164
 QQ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0164'2.9 MI SW FROM LA MARS.
 QQ0164'IN ROBERTS COUNTY, SOUTH DAKOTA, ABOUT 2.9 MILES SOUTHWEST ALONG
 QQ0164'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY FROM LA
 QQ0164'MARS, RICHLAND COUNTY, NORTH DAKOTA, ABOUT 6 POLES SOUTHEAST OF
 QQ0164'MILEPOST 13, ABOUT 5 POLES NORTHWEST OF A PUBLIC-ROAD CROSSING,
 QQ0164'27 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1
 QQ0164'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 92 1934
 QQ0164'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MINNEAPOLIS,
 QQ0164'ST. PAUL AND SAULT STE. MARIE RAILWAY IS NOW THE SOO RAILROAD.
 QQ0164
 QQ0164                          STATION RECOVERY (1972)
 QQ0164
 QQ0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0348 ***********************************************************************
 PR0348  DESIGNATION -  X 93 RESET
 PR0348  PID         -  PR0348
 PR0348  STATE/COUNTY-  SD/DEUEL
 PR0348  COUNTRY     -  US
 PR0348  USGS QUAD   -  ESTELLINE SE (2017)
 PR0348
 PR0348                         *CURRENT SURVEY CONTROL
 PR0348  ______________________________________________________________________
 PR0348* NAD 83(1986) POSITION- 44 34 22.     (N) 096 45 50.     (W)   SCALED
 PR0348* NAVD 88 ORTHO HEIGHT -   548.96  (meters)     1801.0   (feet) RESET
 PR0348  ______________________________________________________________________
 PR0348  GEOID HEIGHT    -        -25.055 (meters)                     GEOID18
 PR0348  VERT ORDER      -  THIRD
 PR0348
 PR0348.The horizontal coordinates were scaled from a map and have
 PR0348.an estimated accuracy of +/- 6 seconds.
 PR0348
 PR0348.The orthometric height was computed from unverified reset data.
 PR0348
 PR0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0348.GEOID18 height accuracy estimate available here.
 PR0348
 PR0348.Click photographs - Photos may exist for this station.
 PR0348
 PR0348;                    North         East    Units  Estimated Accuracy
 PR0348;SPC SD N     -    87,310.      856,970.      MT  (+/- 180 meters Scaled)
 PR0348
 PR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ775379(NAD 83)
 PR0348
 PR0348                          SUPERSEDED SURVEY CONTROL
 PR0348
 PR0348.No superseded survey control is available for this station.
 PR0348
 PR0348_MARKER: DB = BENCH MARK DISK
 PR0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0348_STAMPING: X 93 RESET 1941
 PR0348_MARK LOGO: CGS
 PR0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0348+STABILITY: SURFACE MOTION
 PR0348
 PR0348  HISTORY     - Date     Condition        Report By
 PR0348  HISTORY     - 1941     MONUMENTED       SDHD
 PR0348  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0348
 PR0348                          STATION DESCRIPTION
 PR0348
 PR0348'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PR0348'6 MI W FROM TORONTO.
 PR0348'6 MILES WEST ALONG THE ROAD LEADING TO ESTELLINE FROM CHICAGO, ROCK
 PR0348'ISLAND AND PACIFIC RAILWAY STATION AT TORONTO, DEUEL COUNTY, AT A
 PR0348'CROSS ROAD, AND 50 FEET EAST OF A POINT 50 FEET SOUTH OF THE
 PR0348'NORTHWEST CORNER OF SECTION 30, T. 113 N., R. 49 W., 5TH P.M.
 PR0348'A STANDARD DISK, STAMPED X 93 RESET 1941 AND SET IN THE TOP OF A
 PR0348'CONCRETE POST.
 PR0348
 PR0348                          STATION RECOVERY (1968)
 PR0348
 PR0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0500 ***********************************************************************
 PR0500  DESIGNATION -  X 94
 PR0500  PID         -  PR0500
 PR0500  STATE/COUNTY-  SD/KINGSBURY
 PR0500  COUNTRY     -  US
 PR0500  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0500
 PR0500                         *CURRENT SURVEY CONTROL
 PR0500  ______________________________________________________________________
 PR0500* NAD 83(1986) POSITION- 44 21 54.     (N) 097 22 13.     (W)   SCALED
 PR0500* NAVD 88 ORTHO HEIGHT -   522.040 (meters)     1712.73  (feet) ADJUSTED
 PR0500  ______________________________________________________________________
 PR0500  GEOID HEIGHT    -        -25.154 (meters)                     GEOID18
 PR0500  DYNAMIC HEIGHT  -        521.939 (meters)     1712.39  (feet) COMP
 PR0500  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 PR0500
 PR0500  VERT ORDER      -  FIRST     CLASS II
 PR0500
 PR0500.The horizontal coordinates were scaled from a map and have
 PR0500.an estimated accuracy of +/- 6 seconds.
 PR0500
 PR0500.The orthometric height was determined by differential leveling and
 PR0500.adjusted by the NATIONAL GEODETIC SURVEY
 PR0500.in October 1997.
 PR0500
 PR0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0500.GEOID18 height accuracy estimate available here.
 PR0500
 PR0500.Click photographs - Photos may exist for this station.
 PR0500
 PR0500.The dynamic height is computed by dividing the NAVD 88
 PR0500.geopotential number by the normal gravity value computed on the
 PR0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0500.degrees latitude (g = 980.6199 gals.).
 PR0500
 PR0500.The modeled gravity was interpolated from observed gravity values.
 PR0500
 PR0500;                    North         East    Units  Estimated Accuracy
 PR0500;SPC SD N     -    62,490.      809,590.      MT  (+/- 180 meters Scaled)
 PR0500
 PR0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ298137(NAD 83)
 PR0500
 PR0500                          SUPERSEDED SURVEY CONTROL
 PR0500
 PR0500  NAVD 88 (06/15/91)  522.090  (m)         1712.89   (f) SUPERSEDED  1 2
 PR0500  NGVD 29 (??/??/92)  521.802  (m)         1711.95   (f) ADJ UNCH    1 2
 PR0500
 PR0500.Superseded values are not recommended for survey control.
 PR0500
 PR0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0500.See file dsdata.pdf to determine how the superseded data were derived.
 PR0500
 PR0500_MARKER: DB = BENCH MARK DISK
 PR0500_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0500_SP_SET: FOOTING
 PR0500_STAMPING: X 94 1934
 PR0500_MARK LOGO: CGS
 PR0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0500+STABILITY: SURFACE MOTION
 PR0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0500+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 PR0500
 PR0500  HISTORY     - Date     Condition        Report By
 PR0500  HISTORY     - 1934     MONUMENTED       CGS
 PR0500  HISTORY     - 19940922 GOOD             NGS
 PR0500
 PR0500                          STATION DESCRIPTION
 PR0500
 PR0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0500'0.4 MI E FROM LAKE PRESTON.
 PR0500'0.4 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0500'THE STATION AT LAKE PRESTON, KINGSBURY COUNTY, 100 FEET EAST OF
 PR0500'A GRADE CROSSING, AT A BLOCK SIGNAL, IN THE SOUTHEAST CORNER
 PR0500'OF THE CONCRETE FOUNDATION, AND LEVEL WITH THE RAIL.  A STANDARD
 PR0500'DISK, STAMPED X 94 1934.
 PR0500
 PR0500                          STATION RECOVERY (1994)
 PR0500
 PR0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0500'IN LAKE PRESTON, AT THE INTERSECTION OF PARK AVENUE NORTH AND THE
 PR0500'CHICAGO NORTHWESTERN RAILROAD, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST
 PR0500'OF THE SOUTHEAST CORNER OF THE CONCRETE FOOTING FOR A RAILROAD SIGNAL
 PR0500'(SIGNAL REMOVED), 36.3 M (119.1 FT) EAST OF THE AVENUE CENTER, 1.9 M
 PR0500'(6.2 FT) NORTH OF THE NEAR RAIL, AND 0.1 M (0.3 FT) BELOW THE LEVEL OF
 PR0500'THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0226 ***********************************************************************
 PR0226  DESIGNATION -  X 95
 PR0226  PID         -  PR0226
 PR0226  STATE/COUNTY-  SD/BROOKINGS
 PR0226  COUNTRY     -  US
 PR0226  USGS QUAD   -  WHITE SE (2017)
 PR0226
 PR0226                         *CURRENT SURVEY CONTROL
 PR0226  ______________________________________________________________________
 PR0226* NAD 83(1986) POSITION- 44 15 26.     (N) 096 34 07.     (W)   SCALED
 PR0226* NAVD 88 ORTHO HEIGHT -   522.225 (meters)     1713.33  (feet) ADJUSTED
 PR0226  ______________________________________________________________________
 PR0226  GEOID HEIGHT    -        -25.720 (meters)                     GEOID18
 PR0226  DYNAMIC HEIGHT  -        522.118 (meters)     1712.98  (feet) COMP
 PR0226  MODELED GRAVITY -    980,397.5   (mgal)                       NAVD 88
 PR0226
 PR0226  VERT ORDER      -  SECOND    CLASS 0
 PR0226
 PR0226.The horizontal coordinates were scaled from a map and have
 PR0226.an estimated accuracy of +/- 6 seconds.
 PR0226
 PR0226.The orthometric height was determined by differential leveling and
 PR0226.adjusted by the NATIONAL GEODETIC SURVEY
 PR0226.in June 1991.
 PR0226
 PR0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0226.GEOID18 height accuracy estimate available here.
 PR0226
 PR0226.Click photographs - Photos may exist for this station.
 PR0226
 PR0226.The dynamic height is computed by dividing the NAVD 88
 PR0226.geopotential number by the normal gravity value computed on the
 PR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0226.degrees latitude (g = 980.6199 gals.).
 PR0226
 PR0226.The modeled gravity was interpolated from observed gravity values.
 PR0226
 PR0226;                    North         East    Units  Estimated Accuracy
 PR0226;SPC SD N     -    52,910.      873,950.      MT  (+/- 180 meters Scaled)
 PR0226
 PR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ940033(NAD 83)
 PR0226
 PR0226                          SUPERSEDED SURVEY CONTROL
 PR0226
 PR0226  NGVD 29 (??/??/92)  521.966  (m)         1712.48   (f) ADJ UNCH    2 0
 PR0226
 PR0226.Superseded values are not recommended for survey control.
 PR0226
 PR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0226.See file dsdata.pdf to determine how the superseded data were derived.
 PR0226
 PR0226_MARKER: DB = BENCH MARK DISK
 PR0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0226_STAMPING: X 95 1934
 PR0226_MARK LOGO: CGS
 PR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0226+STABILITY: SURFACE MOTION
 PR0226
 PR0226  HISTORY     - Date     Condition        Report By
 PR0226  HISTORY     - 1934     MONUMENTED       CGS
 PR0226
 PR0226                          STATION DESCRIPTION
 PR0226
 PR0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0226'4.5 MI W FROM ELKTON.
 PR0226'4.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0226'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT ELKTON,
 PR0226'BROOKINGS COUNTY, AT MILEPOST 279, 450 FEET WEST OF A ROAD
 PR0226'CROSSING, 150 FEET EAST OF THE WEST END OF A SIDE TRACK, 35 FEET
 PR0226'SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET NORTHWEST OF A
 PR0226'POLE, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 PR0226'STAMPED X 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0833 ***********************************************************************
 NM0833  DESIGNATION -  XX 323
 NM0833  PID         -  NM0833
 NM0833  STATE/COUNTY-  SD/UNION
 NM0833  COUNTRY     -  US
 NM0833  USGS QUAD   -  ELK POINT (2017)
 NM0833
 NM0833                         *CURRENT SURVEY CONTROL
 NM0833  ______________________________________________________________________
 NM0833* NAD 83(1986) POSITION- 42 41 41.     (N) 096 41 50.     (W)   SCALED
 NM0833* NAVD 88 ORTHO HEIGHT -   343.285 (meters)     1126.26  (feet) ADJUSTED
 NM0833  ______________________________________________________________________
 NM0833  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 NM0833  DYNAMIC HEIGHT  -        343.185 (meters)     1125.93  (feet) COMP
 NM0833  MODELED GRAVITY -    980,320.5   (mgal)                       NAVD 88
 NM0833
 NM0833  VERT ORDER      -  FIRST     CLASS II
 NM0833
 NM0833.The horizontal coordinates were scaled from a map and have
 NM0833.an estimated accuracy of +/- 6 seconds.
 NM0833
 NM0833.The orthometric height was determined by differential leveling and
 NM0833.adjusted by the NATIONAL GEODETIC SURVEY
 NM0833.in June 1991.
 NM0833
 NM0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0833.GEOID18 height accuracy estimate available here.
 NM0833
 NM0833.Click photographs - Photos may exist for this station.
 NM0833
 NM0833.The dynamic height is computed by dividing the NAVD 88
 NM0833.geopotential number by the normal gravity value computed on the
 NM0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0833.degrees latitude (g = 980.6199 gals.).
 NM0833
 NM0833.The modeled gravity was interpolated from observed gravity values.
 NM0833
 NM0833;                    North         East    Units  Estimated Accuracy
 NM0833;SPC SD S     -    46,670.      897,870.      MT  (+/- 180 meters Scaled)
 NM0833
 NM0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN886294(NAD 83)
 NM0833
 NM0833                          SUPERSEDED SURVEY CONTROL
 NM0833
 NM0833  NGVD 29 (??/??/92)  343.105  (m)         1125.67   (f) ADJ UNCH    1 2
 NM0833
 NM0833.Superseded values are not recommended for survey control.
 NM0833
 NM0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0833.See file dsdata.pdf to determine how the superseded data were derived.
 NM0833
 NM0833_MARKER: DB = BENCH MARK DISK
 NM0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0833_STAMPING: XX 323 1948
 NM0833_MARK LOGO: CGS
 NM0833_PROJECTION: PROJECTING 12 CENTIMETERS
 NM0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0833+STABILITY: SURFACE MOTION
 NM0833
 NM0833  HISTORY     - Date     Condition        Report By
 NM0833  HISTORY     - 1948     MONUMENTED       CGS
 NM0833  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0833  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 NM0833
 NM0833                          STATION DESCRIPTION
 NM0833
 NM0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0833'1.1 MI NW FROM ELK POINT.
 NM0833'1.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0833'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, IN THE NORTHWEST
 NM0833'QUARTER OF A PRIVATE ROAD CROSSING, 84.3 FEET NORTHWEST OF THE
 NM0833'THIRD POLE WEST OF MILEPOST NO. 112, 29.3 FEET NORTH OF THE NORTH
 NM0833'RAIL OF THE TRACK, 14.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NM0833'1.5 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST,
 NM0833'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM0833'GROUND.
 NM0833
 NM0833                          STATION RECOVERY (1963)
 NM0833
 NM0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0833'MARK NOT FOUND.
 NM0833
 NM0833                          STATION RECOVERY (2012)
 NM0833
 NM0833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0833'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0205 ***********************************************************************
 PR0205  DESIGNATION -  XX 329
 PR0205  PID         -  PR0205
 PR0205  STATE/COUNTY-  SD/BROOKINGS
 PR0205  COUNTRY     -  US
 PR0205  USGS QUAD   -  VOLGA (2017)
 PR0205
 PR0205                         *CURRENT SURVEY CONTROL
 PR0205  ______________________________________________________________________
 PR0205* NAD 83(1986) POSITION- 44 19 32.     (N) 096 57 09.     (W)   SCALED
 PR0205* NAVD 88 ORTHO HEIGHT -   506.053 (meters)     1660.28  (feet) ADJUSTED
 PR0205  ______________________________________________________________________
 PR0205  GEOID HEIGHT    -        -25.224 (meters)                     GEOID18
 PR0205  DYNAMIC HEIGHT  -        505.961 (meters)     1659.97  (feet) COMP
 PR0205  MODELED GRAVITY -    980,420.3   (mgal)                       NAVD 88
 PR0205
 PR0205  VERT ORDER      -  SECOND    CLASS 0
 PR0205
 PR0205.The horizontal coordinates were scaled from a map and have
 PR0205.an estimated accuracy of +/- 6 seconds.
 PR0205
 PR0205.The orthometric height was determined by differential leveling and
 PR0205.adjusted by the NATIONAL GEODETIC SURVEY
 PR0205.in June 1991.
 PR0205
 PR0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0205.GEOID18 height accuracy estimate available here.
 PR0205
 PR0205.Click photographs - Photos may exist for this station.
 PR0205
 PR0205.The dynamic height is computed by dividing the NAVD 88
 PR0205.geopotential number by the normal gravity value computed on the
 PR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0205.degrees latitude (g = 980.6199 gals.).
 PR0205
 PR0205.The modeled gravity was interpolated from observed gravity values.
 PR0205
 PR0205;                    North         East    Units  Estimated Accuracy
 PR0205;SPC SD N     -    59,270.      843,040.      MT  (+/- 180 meters Scaled)
 PR0205
 PR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ632100(NAD 83)
 PR0205
 PR0205                          SUPERSEDED SURVEY CONTROL
 PR0205
 PR0205  NGVD 29 (??/??/92)  505.792  (m)         1659.42   (f) ADJ UNCH    2 0
 PR0205
 PR0205.Superseded values are not recommended for survey control.
 PR0205
 PR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0205.See file dsdata.pdf to determine how the superseded data were derived.
 PR0205
 PR0205_MARKER: DB = BENCH MARK DISK
 PR0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0205_SP_SET: PILLAR
 PR0205_STAMPING: XX 329 1949
 PR0205_MARK LOGO: CGS
 PR0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0205
 PR0205  HISTORY     - Date     Condition        Report By
 PR0205  HISTORY     - 1949     MONUMENTED       CGS
 PR0205  HISTORY     - 19940920 MARK NOT FOUND   NGS
 PR0205
 PR0205                          STATION DESCRIPTION
 PR0205
 PR0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0205'1.3 MI W FROM VOLGA.
 PR0205'1.3 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE CHICAGO AND NORTH
 PR0205'WESTERN RAILROAD STATION AT VOLGA, AT THE CHICAGO AND NORTH
 PR0205'WESTERN RAILWAY UNDERPASS, 25 FEET NORTHEAST OF THE NORTHEAST
 PR0205'RAIL OF THE TRACK, SET VERTICALLY 2.6 FEET ABOVE THE GROUND IN
 PR0205'THE WEST SIDE OF THE SOUTH CONCRETE PILLAR OF THE THIRD SET OF
 PR0205'PILLARS WEST OF THE EAST END OF THE UNDERPASS.
 PR0205
 PR0205                          STATION RECOVERY (1994)
 PR0205
 PR0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0205'THE RAILROAD BRIDGE HAS BEEN REMOVED AND THE AREA GRADED.  ASSUMED
 PR0205'DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1009 ***********************************************************************
 PU1009  DESIGNATION -  XX 409
 PU1009  PID         -  PU1009
 PU1009  STATE/COUNTY-  SD/MEADE
 PU1009  COUNTRY     -  US
 PU1009  USGS QUAD   -  REDOWL (2017)
 PU1009
 PU1009                         *CURRENT SURVEY CONTROL
 PU1009  ______________________________________________________________________
 PU1009* NAD 83(1986) POSITION- 44 37 59.     (N) 102 33 47.     (W)   SCALED
 PU1009* NAVD 88 ORTHO HEIGHT -   921.866 (meters)     3024.49  (feet) ADJUSTED
 PU1009  ______________________________________________________________________
 PU1009  GEOID HEIGHT    -        -18.361 (meters)                     GEOID18
 PU1009  DYNAMIC HEIGHT  -        921.618 (meters)     3023.68  (feet) COMP
 PU1009  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 PU1009
 PU1009  VERT ORDER      -  SECOND    CLASS 0
 PU1009
 PU1009.The horizontal coordinates were scaled from a map and have
 PU1009.an estimated accuracy of +/- 6 seconds.
 PU1009
 PU1009.The orthometric height was determined by differential leveling and
 PU1009.adjusted by the NATIONAL GEODETIC SURVEY
 PU1009.in June 1991.
 PU1009
 PU1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1009.GEOID18 height accuracy estimate available here.
 PU1009
 PU1009.Click photographs - Photos may exist for this station.
 PU1009
 PU1009.The dynamic height is computed by dividing the NAVD 88
 PU1009.geopotential number by the normal gravity value computed on the
 PU1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1009.degrees latitude (g = 980.6199 gals.).
 PU1009
 PU1009.The modeled gravity was interpolated from observed gravity values.
 PU1009
 PU1009;                    North         East    Units  Estimated Accuracy
 PU1009;SPC SD N     -    92,090.      396,670.      MT  (+/- 180 meters Scaled)
 PU1009
 PU1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK932450(NAD 83)
 PU1009
 PU1009                          SUPERSEDED SURVEY CONTROL
 PU1009
 PU1009  NGVD 29 (??/??/92)  921.386  (m)         3022.91   (f) ADJ UNCH    2 0
 PU1009
 PU1009.Superseded values are not recommended for survey control.
 PU1009
 PU1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1009.See file dsdata.pdf to determine how the superseded data were derived.
 PU1009
 PU1009_MARKER: DB = BENCH MARK DISK
 PU1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1009_STAMPING: XX 409 1962
 PU1009_MARK LOGO: CGS
 PU1009_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1009+STABILITY: SURFACE MOTION
 PU1009
 PU1009  HISTORY     - Date     Condition        Report By
 PU1009  HISTORY     - 1962     MONUMENTED       CGS
 PU1009
 PU1009                          STATION DESCRIPTION
 PU1009
 PU1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1009'4 MI N FROM ENNING.
 PU1009'4.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1009'OFFICE AND STORE AT ENNING, 4.6 MILES SOUTH OF THE POST OFFICE
 PU1009'AND STORE AT RED OWL, 53 FEET WEST OF THE CENTER LINE OF THE
 PU1009'ROAD, 76 FEET SOUTH OF A POWER LINE POLE, 2.3 FEET EAST OF A
 PU1009'FENCE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 6 FEET LOWER
 PU1009'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1009'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2546 ***********************************************************************
 PU2546  DESIGNATION -  XXI
 PU2546  PID         -  PU2546
 PU2546  STATE/COUNTY-  SD/PENNINGTON
 PU2546  COUNTRY     -  US
 PU2546  USGS QUAD   -  RAPID CITY EAST (2017)
 PU2546
 PU2546                         *CURRENT SURVEY CONTROL
 PU2546  ______________________________________________________________________
 PU2546* NAD 83(1986) POSITION- 44 05 09.75   (N) 103 14 01.05   (W)   HD_HELD1
 PU2546* NAVD 88 ORTHO HEIGHT -   987.041 (meters)     3238.32  (feet) ADJUSTED
 PU2546  ______________________________________________________________________
 PU2546  GEOID HEIGHT    -        -15.796 (meters)                     GEOID18
 PU2546  DYNAMIC HEIGHT  -        986.718 (meters)     3237.26  (feet) COMP
 PU2546  MODELED GRAVITY -    980,257.5   (mgal)                       NAVD 88
 PU2546
 PU2546  VERT ORDER      -  FIRST     CLASS II
 PU2546
 PU2546.The horizontal coordinates were determined by differentially corrected
 PU2546.hand held GPS observations or other comparable positioning techniques
 PU2546.and have an estimated accuracy of +/- 3 meters.
 PU2546
 PU2546.The orthometric height was determined by differential leveling and
 PU2546.adjusted by the NATIONAL GEODETIC SURVEY
 PU2546.in September 1993.
 PU2546
 PU2546.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2546.GEOID18 height accuracy estimate available here.
 PU2546
 PU2546.Click photographs - Photos may exist for this station.
 PU2546
 PU2546.The dynamic height is computed by dividing the NAVD 88
 PU2546.geopotential number by the normal gravity value computed on the
 PU2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2546.degrees latitude (g = 980.6199 gals.).
 PU2546
 PU2546.The modeled gravity was interpolated from observed gravity values.
 PU2546
 PU2546;                    North         East    Units  Estimated Accuracy
 PU2546;SPC SD S     -   198,769.7     367,776.2     MT  (+/- 3 meters HH1 GPS) 
 PU2546
 PU2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4141382946(NAD 83)
 PU2546
 PU2546                          SUPERSEDED SURVEY CONTROL
 PU2546
 PU2546.No superseded survey control is available for this station.
 PU2546
 PU2546_MARKER: DB = BENCH MARK DISK
 PU2546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU2546_SP_SET: ABUTMENT
 PU2546_STAMPING: XXI 3236.24
 PU2546_MARK LOGO: SDHD
 PU2546_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2546+STABILITY: POSITION/ELEVATION WELL
 PU2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2546+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2010
 PU2546
 PU2546  HISTORY     - Date     Condition        Report By
 PU2546  HISTORY     - UNK      MONUMENTED       SDDT
 PU2546  HISTORY     - 19910728 GOOD             NGS
 PU2546  HISTORY     - 19971223 GOOD             USPSQD
 PU2546  HISTORY     - 20101222 GOOD             INDIV
 PU2546
 PU2546                          STATION DESCRIPTION
 PU2546
 PU2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2546'IN RAPID CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 190 AND
 PU2546'RAPID CREEK, IN TOP OF AND 0.9 M (3.0 FT) EAST OF THE WEST END OF THE
 PU2546'NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE CREEK,
 PU2546'10.3 M (33.8 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 PU2546'THE HIGHWAY, 2.4 M (7.9 FT) SOUTHEAST OF A UTILITY LIGHT POLE, AND
 PU2546'0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PU2546
 PU2546                          STATION RECOVERY (1997)
 PU2546
 PU2546'RECOVERY NOTE BY US POWER SQUADRON 1997
 PU2546'RECOVERED IN GOOD CONDITION.
 PU2546
 PU2546                          STATION RECOVERY (2010)
 PU2546
 PU2546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRP)
 PU2546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0374 ***********************************************************************
 PR0374  DESIGNATION -  Y
 PR0374  PID         -  PR0374
 PR0374  STATE/COUNTY-  SD/HAMLIN
 PR0374  COUNTRY     -  US
 PR0374  USGS QUAD   -  GROVER (2017)
 PR0374
 PR0374                         *CURRENT SURVEY CONTROL
 PR0374  ______________________________________________________________________
 PR0374* NAD 83(1986) POSITION- 44 47 35.     (N) 097 19 31.     (W)   SCALED
 PR0374* NAVD 88 ORTHO HEIGHT -   523.628 (meters)     1717.94  (feet) ADJUSTED
 PR0374  ______________________________________________________________________
 PR0374  GEOID HEIGHT    -        -24.917 (meters)                     GEOID18
 PR0374  DYNAMIC HEIGHT  -        523.549 (meters)     1717.68  (feet) COMP
 PR0374  MODELED GRAVITY -    980,449.0   (mgal)                       NAVD 88
 PR0374
 PR0374  VERT ORDER      -  FIRST     CLASS II
 PR0374
 PR0374.The horizontal coordinates were scaled from a map and have
 PR0374.an estimated accuracy of +/- 6 seconds.
 PR0374
 PR0374.The orthometric height was determined by differential leveling and
 PR0374.adjusted by the NATIONAL GEODETIC SURVEY
 PR0374.in June 1991.
 PR0374
 PR0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0374.GEOID18 height accuracy estimate available here.
 PR0374
 PR0374.Click photographs - Photos may exist for this station.
 PR0374
 PR0374.The dynamic height is computed by dividing the NAVD 88
 PR0374.geopotential number by the normal gravity value computed on the
 PR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0374.degrees latitude (g = 980.6199 gals.).
 PR0374
 PR0374.The modeled gravity was interpolated from observed gravity values.
 PR0374
 PR0374;                    North         East    Units  Estimated Accuracy
 PR0374;SPC SD N     -   110,140.      811,600.      MT  (+/- 180 meters Scaled)
 PR0374
 PR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ324613(NAD 83)
 PR0374
 PR0374                          SUPERSEDED SURVEY CONTROL
 PR0374
 PR0374  NGVD 29 (??/??/92)  523.344  (m)         1717.00   (f) ADJ UNCH    1 2
 PR0374
 PR0374.Superseded values are not recommended for survey control.
 PR0374
 PR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0374.See file dsdata.pdf to determine how the superseded data were derived.
 PR0374
 PR0374_MARKER: Q = CHISELED SQUARE
 PR0374_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0374_SP_SET: CULVERT HEADWALL
 PR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0374+STABILITY: SURFACE MOTION
 PR0374
 PR0374  HISTORY     - Date     Condition        Report By
 PR0374  HISTORY     - 1905     MONUMENTED       CGS
 PR0374  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0374
 PR0374                          STATION DESCRIPTION
 PR0374
 PR0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0374'3.5 MI NE FROM HAZEL.
 PR0374'3.5 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 PR0374'STATION AT HAZEL, HAMLIN COUNTY, 13 FEET NORTH OF THE TRACK,
 PR0374'66 FEET SOUTH OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 PR0374'ON THE HIGHEST POINT OF THE NORTH RIM OF AN IRON TILE SET IN
 PR0374'ROUGH MASONRY (CULVERT 115), ABOUT 3 FEET LOWER THAN THE TRACK,
 PR0374'AND ABOUT 2 FEET ABOVE THE GROUND.  AN OUTLINED SQUARE.
 PR0374
 PR0374                          STATION RECOVERY (1973)
 PR0374
 PR0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0474 ***********************************************************************
 PR0474  DESIGNATION -  Y 1
 PR0474  PID         -  PR0474
 PR0474  STATE/COUNTY-  SD/LAKE
 PR0474  COUNTRY     -  US
 PR0474  USGS QUAD   -  OLDHAM (2017)
 PR0474
 PR0474                         *CURRENT SURVEY CONTROL
 PR0474  ______________________________________________________________________
 PR0474* NAD 83(1986) POSITION- 44 11 15.     (N) 097 17 26.     (W)   SCALED
 PR0474* NAVD 88 ORTHO HEIGHT -   527.424 (meters)     1730.39  (feet) ADJUSTED
 PR0474  ______________________________________________________________________
 PR0474  GEOID HEIGHT    -        -25.517 (meters)                     GEOID18
 PR0474  DYNAMIC HEIGHT  -        527.308 (meters)     1730.01  (feet) COMP
 PR0474  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 PR0474
 PR0474  VERT ORDER      -  FIRST     CLASS II
 PR0474
 PR0474.The horizontal coordinates were scaled from a map and have
 PR0474.an estimated accuracy of +/- 6 seconds.
 PR0474
 PR0474.The orthometric height was determined by differential leveling and
 PR0474.adjusted by the NATIONAL GEODETIC SURVEY
 PR0474.in June 1991.
 PR0474
 PR0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0474.GEOID18 height accuracy estimate available here.
 PR0474
 PR0474.Click photographs - Photos may exist for this station.
 PR0474
 PR0474.The dynamic height is computed by dividing the NAVD 88
 PR0474.geopotential number by the normal gravity value computed on the
 PR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0474.degrees latitude (g = 980.6199 gals.).
 PR0474
 PR0474.The modeled gravity was interpolated from observed gravity values.
 PR0474
 PR0474;                    North         East    Units  Estimated Accuracy
 PR0474;SPC SD S     -   210,440.      843,220.      MT  (+/- 180 meters Scaled)
 PR0474
 PR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP366941(NAD 83)
 PR0474
 PR0474                          SUPERSEDED SURVEY CONTROL
 PR0474
 PR0474  NGVD 29 (??/??/92)  527.132  (m)         1729.43   (f) ADJ UNCH    1 2
 PR0474
 PR0474.Superseded values are not recommended for survey control.
 PR0474
 PR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0474.See file dsdata.pdf to determine how the superseded data were derived.
 PR0474
 PR0474_MARKER: P = PIPE CAP
 PR0474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PR0474_STAMPING: ELEV 1729.432 FT
 PR0474_MARK LOGO: CGS
 PR0474_MAGNETIC: P = MARKER IS A STEEL PIPE
 PR0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0474
 PR0474  HISTORY     - Date     Condition        Report By
 PR0474  HISTORY     - 1905     MONUMENTED       CGS
 PR0474  HISTORY     - 1934     GOOD             CGS
 PR0474
 PR0474                          STATION DESCRIPTION
 PR0474
 PR0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0474'3.1 MI S FROM OLDHAM.
 PR0474'IN LAKE COUNTY, 3.1 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE,
 PR0474'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT OLDHAM,
 PR0474'KINGSBURY COUNTY, AT A ROAD CROSSING, 48 FEET SOUTH OF THE
 PR0474'CENTER LINE OF THE TRACK, 36 FEET WEST OF THE CENTER LINE OF THE
 PR0474'ROAD, 3 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, 2 FEET NORTH OF
 PR0474'THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 PR0474'CAP, STAMPED ELEV 1729.432 FT AND FASTENED ON THE TOP OF A
 PR0474'3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0260 ***********************************************************************
 OT0260  DESIGNATION -  Y 10
 OT0260  PID         -  OT0260
 OT0260  STATE/COUNTY-  SD/PENNINGTON
 OT0260  COUNTRY     -  US
 OT0260  USGS QUAD   -  CAPUTA NE (2017)
 OT0260
 OT0260                         *CURRENT SURVEY CONTROL
 OT0260  ______________________________________________________________________
 OT0260* NAD 83(1986) POSITION- 43 55 52.     (N) 102 49 02.     (W)   SCALED
 OT0260* NAVD 88 ORTHO HEIGHT -   814.059 (meters)     2670.79  (feet) ADJUSTED
 OT0260  ______________________________________________________________________
 OT0260  GEOID HEIGHT    -        -17.462 (meters)                     GEOID18
 OT0260  DYNAMIC HEIGHT  -        813.803 (meters)     2669.95  (feet) COMP
 OT0260  MODELED GRAVITY -    980,276.7   (mgal)                       NAVD 88
 OT0260
 OT0260  VERT ORDER      -  FIRST     CLASS II
 OT0260
 OT0260.The horizontal coordinates were scaled from a map and have
 OT0260.an estimated accuracy of +/- 6 seconds.
 OT0260
 OT0260.The orthometric height was determined by differential leveling and
 OT0260.adjusted by the NATIONAL GEODETIC SURVEY
 OT0260.in June 1991.
 OT0260
 OT0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0260.GEOID18 height accuracy estimate available here.
 OT0260
 OT0260.Click photographs - Photos may exist for this station.
 OT0260
 OT0260.The dynamic height is computed by dividing the NAVD 88
 OT0260.geopotential number by the normal gravity value computed on the
 OT0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0260.degrees latitude (g = 980.6199 gals.).
 OT0260
 OT0260.The modeled gravity was interpolated from observed gravity values.
 OT0260
 OT0260;                    North         East    Units  Estimated Accuracy
 OT0260;SPC SD S     -   180,480.      400,590.      MT  (+/- 180 meters Scaled)
 OT0260
 OT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ752665(NAD 83)
 OT0260
 OT0260                          SUPERSEDED SURVEY CONTROL
 OT0260
 OT0260  NGVD 29 (??/??/92)  813.614  (m)         2669.33   (f) ADJ UNCH    1 2
 OT0260
 OT0260.Superseded values are not recommended for survey control.
 OT0260
 OT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0260.See file dsdata.pdf to determine how the superseded data were derived.
 OT0260
 OT0260_MARKER: DB = BENCH MARK DISK
 OT0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0260_STAMPING: Y 10 1925 2669.332
 OT0260_MARK LOGO: CGS
 OT0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0260+STABILITY: SURFACE MOTION
 OT0260
 OT0260  HISTORY     - Date     Condition        Report By
 OT0260  HISTORY     - 1925     MONUMENTED       CGS
 OT0260  HISTORY     - 1962     GOOD             CGS
 OT0260
 OT0260                          STATION DESCRIPTION
 OT0260
 OT0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0260'23.6 MI SE FROM RAPID CITY.
 OT0260'ABOUT 23.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0260'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OT0260'STATION AT RAPID CITY, ABOUT 125 YARDS NORTHEAST OF A LARGE
 OT0260'TWO STORY HOUSE, 0.15 MILE EAST-SOUTHEAST OF A ROAD CROSSING,
 OT0260'73 1/2 FEET NORTH-NORTHEAST OF AND ACROSS THE TRACK FROM THE 4TH
 OT0260'TELEPHONE POLE EAST-SOUTHEAST OF MILE POST 637, 31 FEET
 OT0260'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, IN SECTION 28,
 OT0260'T 1 S, R 11 15 1/2 FEET SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST
 OT0260'RAILROAD RIGHT-OF-WAY FENCE, 1.7 FEET NORTH OF A METAL WITNESS
 OT0260'POST, 1 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 OT0260'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0333 ***********************************************************************
 OT0333  DESIGNATION -  Y 11
 OT0333  PID         -  OT0333
 OT0333  STATE/COUNTY-  SD/CUSTER
 OT0333  COUNTRY     -  US
 OT0333  USGS QUAD   -  BUTCHER HILL (2017)
 OT0333
 OT0333                         *CURRENT SURVEY CONTROL
 OT0333  ______________________________________________________________________
 OT0333* NAD 83(1986) POSITION- 43 39 10.02   (N) 103 16 38.97   (W)   HD_HELD1
 OT0333* NAVD 88 ORTHO HEIGHT -  1084.015 (meters)     3556.47  (feet) ADJUSTED
 OT0333  ______________________________________________________________________
 OT0333  GEOID HEIGHT    -        -15.842 (meters)                     GEOID18
 OT0333  DYNAMIC HEIGHT  -       1083.583 (meters)     3555.06  (feet) COMP
 OT0333  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 OT0333
 OT0333  VERT ORDER      -  FIRST     CLASS II
 OT0333
 OT0333.The horizontal coordinates were determined by differentially corrected
 OT0333.hand held GPS observations or other comparable positioning techniques
 OT0333.and have an estimated accuracy of +/- 3 meters.
 OT0333
 OT0333.The orthometric height was determined by differential leveling and
 OT0333.adjusted by the NATIONAL GEODETIC SURVEY
 OT0333.in June 1991.
 OT0333
 OT0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0333.GEOID18 height accuracy estimate available here.
 OT0333
 OT0333.Click photographs - Photos may exist for this station.
 OT0333
 OT0333.The dynamic height is computed by dividing the NAVD 88
 OT0333.geopotential number by the normal gravity value computed on the
 OT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0333.degrees latitude (g = 980.6199 gals.).
 OT0333
 OT0333.The modeled gravity was interpolated from observed gravity values.
 OT0333
 OT0333;                    North         East    Units  Estimated Accuracy
 OT0333;SPC SD S     -   150,788.2     362,559.3     MT  (+/- 3 meters HH1 GPS) 
 OT0333
 OT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ3890434750(NAD 83)
 OT0333
 OT0333                          SUPERSEDED SURVEY CONTROL
 OT0333
 OT0333  NGVD 29 (??/??/92) 1083.507  (m)         3554.81   (f) ADJ UNCH    1 2
 OT0333
 OT0333.Superseded values are not recommended for survey control.
 OT0333
 OT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0333.See file dsdata.pdf to determine how the superseded data were derived.
 OT0333
 OT0333_MARKER: DB = BENCH MARK DISK
 OT0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0333_STAMPING: Y 11 1926
 OT0333_MARK LOGO: CGS
 OT0333_PROJECTION: FLUSH
 OT0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0333+STABILITY: SURFACE MOTION
 OT0333
 OT0333  HISTORY     - Date     Condition        Report By
 OT0333  HISTORY     - 1926     MONUMENTED       CGS
 OT0333  HISTORY     - 1963     GOOD             CGS
 OT0333  HISTORY     - 1985     GOOD             NGS
 OT0333
 OT0333                          STATION DESCRIPTION
 OT0333
 OT0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0333'4.2 MI SW FROM FAIRBURN.
 OT0333'ABOUT 4.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OT0333'RAILWAY FROM THE STATION SIGN AT FAIRBURN, 5 POLES SOUTH OF MILE
 OT0333'POST 63, IN SECTION 34, T 4 S, R 7 E, 3 POLES SOUTH OF THE SOUTH
 OT0333'END OF A WOODEN TRESTLE, ON THE NORTH SLOPE OF A HILL, 23 1/2
 OT0333'FEET WEST OF THE WEST RAIL, 66 FEET SOUTH OF A TELEPHONE POLE,
 OT0333'16 1/2 FEET EAST OF A FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS
 OT0333'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE
 OT0333'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OT0333
 OT0333                          STATION RECOVERY (1985)
 OT0333
 OT0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0333'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.6 KM (14.75
 OT0333'MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 40
 OT0333'EAST AT HERMOSA, 3.35 KM 2.1 MI) SOUTHWEST OF THE CROSSING OF FRENCH
 OT0333'CREEK, 0.15 KM (0.1 MI) SOUTHWEST OF MILEPOST 46, FIVE TELEPHONE POLES
 OT0333'SOUTHWEST OF RAILROAD MILEPOLE 63, 87.6 METERS (287.5 FT) SOUTHEAST OF
 OT0333'THE HIGHWAY CENTERLINE, 20.1 METERS (66 FT) SOUTHWEST OF THE THIRD
 OT0333'TELEPHONE POLE SOUTHWEST OF A WOODEN RAILROAD BRIDGE, 7.1 METERS
 OT0333'(23.5 FT) NORTHWEST OF THE NORTHWEST RAIL AND 5.0 METERS (16.5 FT)
 OT0333'SOUTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE.
 OT0333'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OT0333'THE MARK IS 1.2 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0434 ***********************************************************************
 QS0434  DESIGNATION -  Y 119
 QS0434  PID         -  QS0434
 QS0434  STATE/COUNTY-  SD/CORSON
 QS0434  COUNTRY     -  US
 QS0434  USGS QUAD   -  MCINTOSH (2017)
 QS0434
 QS0434                         *CURRENT SURVEY CONTROL
 QS0434  ______________________________________________________________________
 QS0434* NAD 83(1986) POSITION- 45 54 50.     (N) 101 21 55.     (W)   SCALED
 QS0434* NAVD 88 ORTHO HEIGHT -   689.685 (meters)     2262.74  (feet) ADJUSTED
 QS0434  ______________________________________________________________________
 QS0434  GEOID HEIGHT    -        -20.376 (meters)                     GEOID18
 QS0434  DYNAMIC HEIGHT  -        689.621 (meters)     2262.53  (feet) COMP
 QS0434  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 QS0434
 QS0434  VERT ORDER      -  SECOND    CLASS 0
 QS0434
 QS0434.The horizontal coordinates were scaled from a map and have
 QS0434.an estimated accuracy of +/- 6 seconds.
 QS0434
 QS0434.The orthometric height was determined by differential leveling and
 QS0434.adjusted by the NATIONAL GEODETIC SURVEY
 QS0434.in June 1991.
 QS0434
 QS0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0434.GEOID18 height accuracy estimate available here.
 QS0434
 QS0434.Click photographs - Photos may exist for this station.
 QS0434
 QS0434.The dynamic height is computed by dividing the NAVD 88
 QS0434.geopotential number by the normal gravity value computed on the
 QS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0434.degrees latitude (g = 980.6199 gals.).
 QS0434
 QS0434.The modeled gravity was interpolated from observed gravity values.
 QS0434
 QS0434;                    North         East    Units  Estimated Accuracy
 QS0434;SPC SD N     -   232,100.      494,080.      MT  (+/- 180 meters Scaled)
 QS0434
 QS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR165872(NAD 83)
 QS0434
 QS0434                          SUPERSEDED SURVEY CONTROL
 QS0434
 QS0434  NGVD 29 (??/??/92)  689.198  (m)         2261.14   (f) ADJ UNCH    2 0
 QS0434
 QS0434.Superseded values are not recommended for survey control.
 QS0434
 QS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0434.See file dsdata.pdf to determine how the superseded data were derived.
 QS0434
 QS0434_MARKER: DB = BENCH MARK DISK
 QS0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0434_STAMPING: Y 119 1934
 QS0434_MARK LOGO: CGS
 QS0434_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0434+STABILITY: SURFACE MOTION
 QS0434
 QS0434  HISTORY     - Date     Condition        Report By
 QS0434  HISTORY     - 1934     MONUMENTED       CGS
 QS0434  HISTORY     - 1938     GOOD             CGS
 QS0434  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0434
 QS0434                          STATION DESCRIPTION
 QS0434
 QS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0434'0.8 MI W FROM MC INTOSH.
 QS0434'0.8 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0434'RAILROAD FROM THE STATION AT MC INTOSH, CORSON COUNTY, 208 YARDS
 QS0434'EAST OF THE SWITCH AT THE WEST END OF A SIDETRACK, 11 YARDS EAST
 QS0434'OF A DERAIL SWITCH ON THE SIDETRACK, 80.6 FEET SOUTH OF THE
 QS0434'SOUTH RAIL OF THE MAIN TRACK, 33 FEET SOUTH OF A CORNER POST
 QS0434'OF THE INNER RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF THE CONNECTING
 QS0434'FENCE AT THE POINT WHERE THE RIGHT-OF-WAY WIDENS BY 50 FEET.
 QS0434'A STANDARD DISK, STAMPED Y 119 1934 AND SET IN THE TOP OF A
 QS0434'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0434
 QS0434                          STATION RECOVERY (1985)
 QS0434
 QS0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0434'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0530 ***********************************************************************
 OT0530  DESIGNATION -  Y 12
 OT0530  PID         -  OT0530
 OT0530  STATE/COUNTY-  SD/FALL RIVER
 OT0530  COUNTRY     -  US
 OT0530  USGS QUAD   -  FLINT HILL (2017)
 OT0530
 OT0530                         *CURRENT SURVEY CONTROL
 OT0530  ______________________________________________________________________
 OT0530* NAD 83(1986) POSITION- 43 20 22.     (N) 103 42 50.     (W)   SCALED
 OT0530* NAVD 88 ORTHO HEIGHT -  1167.443 (meters)     3830.19  (feet) ADJUSTED
 OT0530  ______________________________________________________________________
 OT0530  GEOID HEIGHT    -        -15.095 (meters)                     GEOID18
 OT0530  DYNAMIC HEIGHT  -       1166.940 (meters)     3828.54  (feet) COMP
 OT0530  MODELED GRAVITY -    980,147.9   (mgal)                       NAVD 88
 OT0530
 OT0530  VERT ORDER      -  FIRST     CLASS II
 OT0530
 OT0530.The horizontal coordinates were scaled from a map and have
 OT0530.an estimated accuracy of +/- 6 seconds.
 OT0530
 OT0530.The orthometric height was determined by differential leveling and
 OT0530.adjusted by the NATIONAL GEODETIC SURVEY
 OT0530.in June 1991.
 OT0530
 OT0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0530.GEOID18 height accuracy estimate available here.
 OT0530
 OT0530.Click photographs - Photos may exist for this station.
 OT0530
 OT0530.The dynamic height is computed by dividing the NAVD 88
 OT0530.geopotential number by the normal gravity value computed on the
 OT0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0530.degrees latitude (g = 980.6199 gals.).
 OT0530
 OT0530.The modeled gravity was interpolated from observed gravity values.
 OT0530
 OT0530;                    North         East    Units  Estimated Accuracy
 OT0530;SPC SD S     -   117,350.      325,970.      MT  (+/- 180 meters Scaled)
 OT0530
 OT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH042993(NAD 83)
 OT0530
 OT0530                          SUPERSEDED SURVEY CONTROL
 OT0530
 OT0530  NGVD 29 (??/??/92) 1166.880  (m)         3828.34   (f) ADJ UNCH    1 2
 OT0530
 OT0530.Superseded values are not recommended for survey control.
 OT0530
 OT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0530.See file dsdata.pdf to determine how the superseded data were derived.
 OT0530
 OT0530_MARKER: DB = BENCH MARK DISK
 OT0530_SETTING: 66 = SET IN ROCK OUTCROP
 OT0530_STAMPING: Y 12 1926
 OT0530_MARK LOGO: CGS
 OT0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0530+STABILITY: POSITION/ELEVATION WELL
 OT0530
 OT0530  HISTORY     - Date     Condition        Report By
 OT0530  HISTORY     - 1926     MONUMENTED       CGS
 OT0530  HISTORY     - 1963     GOOD             CGS
 OT0530
 OT0530                          STATION DESCRIPTION
 OT0530
 OT0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0530'6.7 MI S FROM MINNEKAHTA.
 OT0530'ABOUT 6.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0530'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION 24,
 OT0530'T 8 S, R 3 E, 9 POLES NORTHEAST OF MILE POST 9, 160 FEET SOUTHEAST
 OT0530'OF THE SOUTHEAST RAIL, 132 FEET SOUTHEAST OF A FENCE, 1.0 FEET
 OT0530'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 OT0530'AND SET VERTICALLY IN THE NORTHWEST FACE OF A SMALL ROCK CLIFF
 OT0530'AND 2.7 FEET ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1939 ***********************************************************************
 PU1939  DESIGNATION -  Y 120
 PU1939  PID         -  PU1939
 PU1939  STATE/COUNTY-  SD/BUTTE
 PU1939  COUNTRY     -  US
 PU1939  USGS QUAD   -  FRUITDALE (2017)
 PU1939
 PU1939                         *CURRENT SURVEY CONTROL
 PU1939  ______________________________________________________________________
 PU1939* NAD 83(1986) POSITION- 44 39 57.     (N) 103 41 34.     (W)   SCALED
 PU1939* NAVD 88 ORTHO HEIGHT -   896.920 (meters)     2942.65  (feet) ADJUSTED
 PU1939  ______________________________________________________________________
 PU1939  GEOID HEIGHT    -        -15.621 (meters)                     GEOID18
 PU1939  DYNAMIC HEIGHT  -        896.682 (meters)     2941.86  (feet) COMP
 PU1939  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU1939
 PU1939  VERT ORDER      -  SECOND    CLASS 0
 PU1939
 PU1939.The horizontal coordinates were scaled from a map and have
 PU1939.an estimated accuracy of +/- 6 seconds.
 PU1939
 PU1939.The orthometric height was determined by differential leveling and
 PU1939.adjusted by the NATIONAL GEODETIC SURVEY
 PU1939.in June 1991.
 PU1939
 PU1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1939.GEOID18 height accuracy estimate available here.
 PU1939
 PU1939.Click photographs - Photos may exist for this station.
 PU1939
 PU1939.The dynamic height is computed by dividing the NAVD 88
 PU1939.geopotential number by the normal gravity value computed on the
 PU1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1939.degrees latitude (g = 980.6199 gals.).
 PU1939
 PU1939.The modeled gravity was interpolated from observed gravity values.
 PU1939
 PU1939;                    North         East    Units  Estimated Accuracy
 PU1939;SPC SD N     -    99,190.      307,260.      MT  (+/- 180 meters Scaled)
 PU1939
 PU1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK036466(NAD 83)
 PU1939
 PU1939                          SUPERSEDED SURVEY CONTROL
 PU1939
 PU1939  NGVD 29 (??/??/92)  896.446  (m)         2941.09   (f) ADJ UNCH    2 0
 PU1939
 PU1939.Superseded values are not recommended for survey control.
 PU1939
 PU1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1939.See file dsdata.pdf to determine how the superseded data were derived.
 PU1939
 PU1939_MARKER: DB = BENCH MARK DISK
 PU1939_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1939_STAMPING: Y 120 1934
 PU1939_MARK LOGO: CGS
 PU1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1939
 PU1939  HISTORY     - Date     Condition        Report By
 PU1939  HISTORY     - 1934     MONUMENTED       CGS
 PU1939  HISTORY     - 1962     GOOD             CGS
 PU1939
 PU1939                          STATION DESCRIPTION
 PU1939
 PU1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1939'0.3 MI E FROM FRUITDALE.
 PU1939'0.3 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 PU1939'FROM THE POST OFFICE AT FRUITDALE, ABOUT 0.2 MILE WEST OF
 PU1939'MILE POST NO 9, 116 FEET NORTHEAST OF THE EAST END OF A SIDE
 PU1939'TRACK.  AT A 50 FOOT TURN IN THE FENCE LINE, 45.7 FEET NORTH
 PU1939'OF THE NORTH RAIL, 61 FEET EAST OF A TELEGRAPH POLE, 15.5 FEET
 PU1939'EAST OF THE SOUTH MOST OF TWO FENCE CORNERS, 2 FEET SOUTH OF
 PU1939'A FENCE LINE, 1 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH
 PU1939'THE TRACK, SET IN TOP OF A CONCRETE POST WHICH IS PROJECTING
 PU1939'ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0720 ***********************************************************************
 PU0720  DESIGNATION -  Y 121
 PU0720  PID         -  PU0720
 PU0720  STATE/COUNTY-  SD/MEADE
 PU0720  COUNTRY     -  US
 PU0720  USGS QUAD   -  CAMP CREEK (2017)
 PU0720
 PU0720                         *CURRENT SURVEY CONTROL
 PU0720  ______________________________________________________________________
 PU0720* NAD 83(1986) POSITION- 44 52 45.     (N) 102 54 34.     (W)   SCALED
 PU0720* NAVD 88 ORTHO HEIGHT -   808.399 (meters)     2652.22  (feet) ADJUSTED
 PU0720  ______________________________________________________________________
 PU0720  GEOID HEIGHT    -        -17.391 (meters)                     GEOID18
 PU0720  DYNAMIC HEIGHT  -        808.225 (meters)     2651.65  (feet) COMP
 PU0720  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 PU0720
 PU0720  VERT ORDER      -  SECOND    CLASS 0
 PU0720
 PU0720.The horizontal coordinates were scaled from a map and have
 PU0720.an estimated accuracy of +/- 6 seconds.
 PU0720
 PU0720.The orthometric height was determined by differential leveling and
 PU0720.adjusted by the NATIONAL GEODETIC SURVEY
 PU0720.in June 1991.
 PU0720
 PU0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0720.GEOID18 height accuracy estimate available here.
 PU0720
 PU0720.Click photographs - Photos may exist for this station.
 PU0720
 PU0720.The dynamic height is computed by dividing the NAVD 88
 PU0720.geopotential number by the normal gravity value computed on the
 PU0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0720.degrees latitude (g = 980.6199 gals.).
 PU0720
 PU0720.The modeled gravity was interpolated from observed gravity values.
 PU0720
 PU0720;                    North         East    Units  Estimated Accuracy
 PU0720;SPC SD N     -   120,350.      370,180.      MT  (+/- 180 meters Scaled)
 PU0720
 PU0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK651716(NAD 83)
 PU0720
 PU0720                          SUPERSEDED SURVEY CONTROL
 PU0720
 PU0720  NGVD 29 (??/??/92)  807.895  (m)         2650.57   (f) ADJ UNCH    2 0
 PU0720
 PU0720.Superseded values are not recommended for survey control.
 PU0720
 PU0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0720.See file dsdata.pdf to determine how the superseded data were derived.
 PU0720
 PU0720_MARKER: DB = BENCH MARK DISK
 PU0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0720_STAMPING: Y 121 1934
 PU0720_MARK LOGO: CGS
 PU0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0720+STABILITY: SURFACE MOTION
 PU0720
 PU0720  HISTORY     - Date     Condition        Report By
 PU0720  HISTORY     - 1934     MONUMENTED       CGS
 PU0720  HISTORY     - 1962     POOR             CGS
 PU0720
 PU0720                          STATION DESCRIPTION
 PU0720
 PU0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0720'AT SULPHUR.
 PU0720'AT SULPHUR, MEADE COUNTY, ON U.S. HIGHWAY 212, 0.2 MILE NORTHEAST
 PU0720'OF THE POST OFFICE, 80 YARDS NORTHEAST OF THE BRIDGE OVER
 PU0720'SULPHUR CREEK, 50 YARDS SOUTHWEST OF A TURN IN THE HIGHWAY
 PU0720'FROM NORTHEAST TO NORTH, AT THE JUNCTION OF A ROAD LEADING
 PU0720'EAST, 41 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 PU0720'SOUTHWEST OF A FENCE CORNER, AND 1 FOOT NORTHWEST OF THE FENCE
 PU0720'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 PU0720'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1064 ***********************************************************************
 PU1064  DESIGNATION -  Y 123 RESET
 PU1064  PID         -  PU1064
 PU1064  STATE/COUNTY-  SD/BUTTE
 PU1064  COUNTRY     -  US
 PU1064  USGS QUAD   -  NEWELL LAKE (2017)
 PU1064
 PU1064                         *CURRENT SURVEY CONTROL
 PU1064  ______________________________________________________________________
 PU1064* NAD 83(1986) POSITION- 44 46 39.25   (N) 103 25 30.20   (W)   HD_HELD1
 PU1064* NAVD 88 ORTHO HEIGHT -   871.091 (meters)     2857.90  (feet) ADJUSTED
 PU1064  ______________________________________________________________________
 PU1064  GEOID HEIGHT    -        -16.390 (meters)                     GEOID18
 PU1064  DYNAMIC HEIGHT  -        870.872 (meters)     2857.19  (feet) COMP
 PU1064  MODELED GRAVITY -    980,336.4   (mgal)                       NAVD 88
 PU1064
 PU1064  VERT ORDER      -  SECOND    CLASS 0
 PU1064
 PU1064.The horizontal coordinates were determined by differentially corrected
 PU1064.hand held GPS observations or other comparable positioning techniques
 PU1064.and have an estimated accuracy of +/- 3 meters.
 PU1064
 PU1064.The orthometric height was determined by differential leveling and
 PU1064.adjusted by the NATIONAL GEODETIC SURVEY
 PU1064.in June 1991.
 PU1064
 PU1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1064.GEOID18 height accuracy estimate available here.
 PU1064
 PU1064.Click photographs - Photos may exist for this station.
 PU1064
 PU1064.The dynamic height is computed by dividing the NAVD 88
 PU1064.geopotential number by the normal gravity value computed on the
 PU1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1064.degrees latitude (g = 980.6199 gals.).
 PU1064
 PU1064.The modeled gravity was interpolated from observed gravity values.
 PU1064
 PU1064;                    North         East    Units  Estimated Accuracy
 PU1064;SPC SD N     -   110,659.0     328,996.7     MT  (+/- 3 meters HH1 GPS) 
 PU1064
 PU1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2460959448(NAD 83)
 PU1064
 PU1064                          SUPERSEDED SURVEY CONTROL
 PU1064
 PU1064  NGVD 29 (??/??/92)  870.615  (m)         2856.34   (f) ADJ UNCH    2 0
 PU1064
 PU1064.Superseded values are not recommended for survey control.
 PU1064
 PU1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1064.See file dsdata.pdf to determine how the superseded data were derived.
 PU1064
 PU1064_MARKER: DB = BENCH MARK DISK
 PU1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1064_STAMPING: Y 123 1934 RESET 1962
 PU1064_MARK LOGO: CGS
 PU1064_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1064+STABILITY: SURFACE MOTION
 PU1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1064+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 PU1064
 PU1064  HISTORY     - Date     Condition        Report By
 PU1064  HISTORY     - 1962     MONUMENTED       CGS
 PU1064  HISTORY     - 1963     GOOD             CGS
 PU1064  HISTORY     - 20201022 GOOD             SDDT
 PU1064
 PU1064                          STATION DESCRIPTION
 PU1064
 PU1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1064'4.2 MI N FROM NEWELL.
 PU1064'ABOUT 4.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1064'SCHOOL AT NEWELL, 110 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PU1064'18 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO A HOUSE,
 PU1064'10.6 FEET EAST OF A FENCE CORNER, 8.5 FEET EAST OF A POWER POLE
 PU1064'BRACED BY A GUY WIRE, 0.8 FOOT SOUTH OF A FENCE, 2.0 FEET EAST
 PU1064'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 PU1064'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU1064
 PU1064                          STATION RECOVERY (2020)
 PU1064
 PU1064'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 PU1064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2403 ***********************************************************************
 PU2403  DESIGNATION -  Y 125 RESET
 PU2403  PID         -  PU2403
 PU2403  STATE/COUNTY-  SD/MEADE
 PU2403  COUNTRY     -  US
 PU2403  USGS QUAD   -  AVANCE SE (2017)
 PU2403
 PU2403                         *CURRENT SURVEY CONTROL
 PU2403  ______________________________________________________________________
 PU2403* NAD 83(1986) POSITION- 44 49 58.     (N) 102 02 47.     (W)   SCALED
 PU2403* NAVD 88 ORTHO HEIGHT -   697.903 (meters)     2289.70  (feet) ADJUSTED
 PU2403  ______________________________________________________________________
 PU2403  GEOID HEIGHT    -        -19.712 (meters)                     GEOID18
 PU2403  DYNAMIC HEIGHT  -        697.753 (meters)     2289.21  (feet) COMP
 PU2403  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 PU2403
 PU2403  VERT ORDER      -  FIRST     CLASS II
 PU2403
 PU2403.The horizontal coordinates were scaled from a map and have
 PU2403.an estimated accuracy of +/- 6 seconds.
 PU2403
 PU2403.The orthometric height was determined by differential leveling and
 PU2403.adjusted by the NATIONAL GEODETIC SURVEY
 PU2403.in July 1998.
 PU2403
 PU2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2403.GEOID18 height accuracy estimate available here.
 PU2403
 PU2403.Click photographs - Photos may exist for this station.
 PU2403
 PU2403.The dynamic height is computed by dividing the NAVD 88
 PU2403.geopotential number by the normal gravity value computed on the
 PU2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2403.degrees latitude (g = 980.6199 gals.).
 PU2403
 PU2403.The modeled gravity was interpolated from observed gravity values.
 PU2403
 PU2403;                    North         East    Units  Estimated Accuracy
 PU2403;SPC SD N     -   113,110.      438,210.      MT  (+/- 180 meters Scaled)
 PU2403
 PU2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK334686(NAD 83)
 PU2403
 PU2403                          SUPERSEDED SURVEY CONTROL
 PU2403
 PU2403  NGVD 29 (04/17/07)  697.45   (m)         2288.2    (f) RESET       3  
 PU2403
 PU2403.Superseded values are not recommended for survey control.
 PU2403
 PU2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2403.See file dsdata.pdf to determine how the superseded data were derived.
 PU2403
 PU2403_MARKER: DV = VERTICAL CONTROL DISK
 PU2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2403_STAMPING: Y 125 RESET 1987
 PU2403_MARK LOGO: NGS
 PU2403_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2403+STABILITY: SURFACE MOTION
 PU2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2403+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2403
 PU2403  HISTORY     - Date     Condition        Report By
 PU2403  HISTORY     - 1987     MONUMENTED       NGS
 PU2403  HISTORY     - 19960711 GOOD             NGS
 PU2403
 PU2403                          STATION DESCRIPTION
 PU2403
 PU2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PU2403'ABOUT 0.2 KM (0.10 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE
 PU2403'IN FAITH, THEN 0.5 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 212, THEN
 PU2403'SOUTH 22.0 KM (13.7 MI) ALONG STATE HIGHWAY 73 (FIFTH AVENUE WEST IN
 PU2403'FAITH), 22.9 M (75.1 FT) WEST FROM THE CENTER OF STATE HIGHWAY 73,
 PU2403'0.3 M (1.0 FT) EAST FROM A WITNESS POST, 22.9 M (75.1 FT)
 PU2403'NORTH FROM THE CENTER OF THE CREEK, IN THE TOP OF A CONCRETE POST
 PU2403'THAT PROJECTS 0.10 M (0.3 FT).
 PU2403'IN THE NE 1/4, SEC 16, T 10 N, R 17 E.
 PU2403'1.45 KM (0.90 MI) NORTH OF BENCH MARK Z 125 RESET.
 PU2403
 PU2403                          STATION RECOVERY (1996)
 PU2403
 PU2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2403'21.2 KM (13.15 MI) SOUTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2403'OF U.S. HIGHWAY 212 IN FAITH, 364.0 M (1194.2 FT) NORTH OF MILEPOST
 PU2403'161, 25.6 M (84.0 FT) NORTHWEST OF THE WEST HEADWALL OF A CULVERT
 PU2403'UNDER THE HIGHWAY, 22.6 M (74.1 FT) WEST OF THE HIGHWAY CENTERLINE,
 PU2403'1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF
 PU2403'A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2403'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0669 ***********************************************************************
 PT0669  DESIGNATION -  Y 126
 PT0669  PID         -  PT0669
 PT0669  STATE/COUNTY-  SD/HAAKON
 PT0669  COUNTRY     -  US
 PT0669  USGS QUAD   -  HARTLEY (2017)
 PT0669
 PT0669                         *CURRENT SURVEY CONTROL
 PT0669  ______________________________________________________________________
 PT0669* NAD 83(1986) POSITION- 44 24 04.     (N) 101 45 41.     (W)   SCALED
 PT0669* NAVD 88 ORTHO HEIGHT -   756.241 (meters)     2481.10  (feet) ADJUSTED
 PT0669  ______________________________________________________________________
 PT0669  GEOID HEIGHT    -        -20.682 (meters)                     GEOID18
 PT0669  DYNAMIC HEIGHT  -        756.041 (meters)     2480.44  (feet) COMP
 PT0669  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 PT0669
 PT0669  VERT ORDER      -  SECOND    CLASS 0
 PT0669
 PT0669.The horizontal coordinates were scaled from a map and have
 PT0669.an estimated accuracy of +/- 6 seconds.
 PT0669
 PT0669.The orthometric height was determined by differential leveling and
 PT0669.adjusted by the NATIONAL GEODETIC SURVEY
 PT0669.in June 1991.
 PT0669
 PT0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0669.GEOID18 height accuracy estimate available here.
 PT0669
 PT0669.Click photographs - Photos may exist for this station.
 PT0669
 PT0669.The dynamic height is computed by dividing the NAVD 88
 PT0669.geopotential number by the normal gravity value computed on the
 PT0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0669.degrees latitude (g = 980.6199 gals.).
 PT0669
 PT0669.The modeled gravity was interpolated from observed gravity values.
 PT0669
 PT0669;                    North         East    Units  Estimated Accuracy
 PT0669;SPC SD S     -   230,700.      486,240.      MT  (+/- 180 meters Scaled)
 PT0669
 PT0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ801201(NAD 83)
 PT0669
 PT0669                          SUPERSEDED SURVEY CONTROL
 PT0669
 PT0669  NGVD 29 (??/??/92)  755.78   (m)         2479.6    (f) COMPUTED    2 0
 PT0669
 PT0669.Superseded values are not recommended for survey control.
 PT0669
 PT0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0669.See file dsdata.pdf to determine how the superseded data were derived.
 PT0669
 PT0669_MARKER: DB = BENCH MARK DISK
 PT0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0669_STAMPING: Y 126 1934
 PT0669_MARK LOGO: CGS
 PT0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0669+STABILITY: SURFACE MOTION
 PT0669
 PT0669  HISTORY     - Date     Condition        Report By
 PT0669  HISTORY     - 1934     MONUMENTED       CGS
 PT0669
 PT0669                          STATION DESCRIPTION
 PT0669
 PT0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0669'2.2 MI E FROM HARTLEY.
 PT0669'2.2 MILES EAST OF THE HARTLEY STORE BUILDING AT HARTLEY, 4.0
 PT0669'MILES WEST OF BILLSBURG STORE BUILDING AT JUNCTION IN ROAD, ON
 PT0669'THE OPPOSITE SIDE OF THE ROAD FROM A FARM HOUSE, 58 FEET WEST
 PT0669'OF CENTER LINE OF A DRIVE WAY THAT CROSSES THE HIGHWAY FROM THE
 PT0669'FARM HOUSE TO A FIELD, 39 FEET SOUTH OF CENTER LINE OF
 PT0669'HIGHWAY, 1.0 FEET SOUTH OF FENCE LINE.  STANDARD TABLET SET IN
 PT0669'TOP OF CONCRETE POST 6 INCHES HIGH.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0670 ***********************************************************************
 PT0670  DESIGNATION -  Y 126 RESET
 PT0670  PID         -  PT0670
 PT0670  STATE/COUNTY-  SD/HAAKON
 PT0670  COUNTRY     -  US
 PT0670  USGS QUAD   -  HARTLEY (2017)
 PT0670
 PT0670                         *CURRENT SURVEY CONTROL
 PT0670  ______________________________________________________________________
 PT0670* NAD 83(1986) POSITION- 44 24 03.     (N) 101 45 42.     (W)   SCALED
 PT0670* NAVD 88 ORTHO HEIGHT -   756.318 (meters)     2481.35  (feet) ADJUSTED
 PT0670  ______________________________________________________________________
 PT0670  GEOID HEIGHT    -        -20.681 (meters)                     GEOID18
 PT0670  DYNAMIC HEIGHT  -        756.118 (meters)     2480.70  (feet) COMP
 PT0670  MODELED GRAVITY -    980,328.9   (mgal)                       NAVD 88
 PT0670
 PT0670  VERT ORDER      -  FIRST     CLASS II
 PT0670
 PT0670.The horizontal coordinates were scaled from a map and have
 PT0670.an estimated accuracy of +/- 6 seconds.
 PT0670
 PT0670.The orthometric height was determined by differential leveling and
 PT0670.adjusted by the NATIONAL GEODETIC SURVEY
 PT0670.in October 1997.
 PT0670
 PT0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0670.GEOID18 height accuracy estimate available here.
 PT0670
 PT0670.Click photographs - Photos may exist for this station.
 PT0670
 PT0670.The dynamic height is computed by dividing the NAVD 88
 PT0670.geopotential number by the normal gravity value computed on the
 PT0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0670.degrees latitude (g = 980.6199 gals.).
 PT0670
 PT0670.The modeled gravity was interpolated from observed gravity values.
 PT0670
 PT0670;                    North         East    Units  Estimated Accuracy
 PT0670;SPC SD S     -   230,670.      486,220.      MT  (+/- 180 meters Scaled)
 PT0670
 PT0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ800201(NAD 83)
 PT0670
 PT0670                          SUPERSEDED SURVEY CONTROL
 PT0670
 PT0670  NAVD 88 (06/15/91)  756.279  (m)         2481.23   (f) SUPERSEDED  1 2
 PT0670  NGVD 29 (??/??/92)  755.817  (m)         2479.71   (f) ADJ UNCH    1 2
 PT0670
 PT0670.Superseded values are not recommended for survey control.
 PT0670
 PT0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0670.See file dsdata.pdf to determine how the superseded data were derived.
 PT0670
 PT0670_MARKER: DB = BENCH MARK DISK
 PT0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0670_STAMPING: Y 126 RESET 1960
 PT0670_MARK LOGO: CGS
 PT0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0670+STABILITY: SURFACE MOTION
 PT0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0670+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0670
 PT0670  HISTORY     - Date     Condition        Report By
 PT0670  HISTORY     - 1960     MONUMENTED       CGS
 PT0670  HISTORY     - 1962     GOOD             CGS
 PT0670  HISTORY     - 19950605 GOOD             NGS
 PT0670  HISTORY     - 20120612 GOOD             INDIV
 PT0670
 PT0670                          STATION DESCRIPTION
 PT0670
 PT0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0670'8.1 MI SW FROM MILESVILLE.
 PT0670'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0670'THE LUTHERAN HOUR AT MILESVILLE, THENCE 4.1 MILES WEST ALONG
 PT0670'STATE HIGHWAY 34 AND 73, ABOUT 0.3 MILE WEST OF A FARM HOUSE, AT
 PT0670'AN ENTRANCE TO A FIELD, 120 FEET SOUTH OF THE CENTERLINE OF THE
 PT0670'HIGHWAY, 53 FEET NORTHEAST OF A TELEPHONE POLE, 20 FEET SOUTH OF
 PT0670'A FENCE, 18.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 PT0670'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PT0670'PROJECTS ABOUT 4 INCHES.
 PT0670
 PT0670                          STATION RECOVERY (1995)
 PT0670
 PT0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0670'39.2 KM (24.35 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0670'OF STATE HIGHWAY 73 IN HOWES, 644.0 M (2112.9 FT) WEST OF MILEPOST
 PT0670'138, 30.5 M (100.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.6 M (61.0
 PT0670'FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 6.4 M (21.0 FT)
 PT0670'SOUTH OF A WITNESS POST AND FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 PT0670'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PT0670'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY GENE DEUCHAR, BOX 55,
 PT0670'MILESVILLE, SD 57553, TELEPHONE NUMBER (605) 544-3357.
 PT0670
 PT0670                          STATION RECOVERY (2012)
 PT0670
 PT0670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0909 ***********************************************************************
 PU0909  DESIGNATION -  Y 127
 PU0909  PID         -  PU0909
 PU0909  STATE/COUNTY-  SD/MEADE
 PU0909  COUNTRY     -  US
 PU0909  USGS QUAD   -  UNION CENTER (2017)
 PU0909
 PU0909                         *CURRENT SURVEY CONTROL
 PU0909  ______________________________________________________________________
 PU0909* NAD 83(1986) POSITION- 44 33 39.     (N) 102 38 21.     (W)   SCALED
 PU0909* NAVD 88 ORTHO HEIGHT -   885.489 (meters)     2905.14  (feet) ADJUSTED
 PU0909  ______________________________________________________________________
 PU0909  GEOID HEIGHT    -        -18.252 (meters)                     GEOID18
 PU0909  DYNAMIC HEIGHT  -        885.239 (meters)     2904.32  (feet) COMP
 PU0909  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 PU0909
 PU0909  VERT ORDER      -  SECOND    CLASS 0
 PU0909
 PU0909.The horizontal coordinates were scaled from a map and have
 PU0909.an estimated accuracy of +/- 6 seconds.
 PU0909
 PU0909.The orthometric height was determined by differential leveling and
 PU0909.adjusted by the NATIONAL GEODETIC SURVEY
 PU0909.in June 1991.
 PU0909
 PU0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0909.GEOID18 height accuracy estimate available here.
 PU0909
 PU0909.Click photographs - Photos may exist for this station.
 PU0909
 PU0909.The dynamic height is computed by dividing the NAVD 88
 PU0909.geopotential number by the normal gravity value computed on the
 PU0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0909.degrees latitude (g = 980.6199 gals.).
 PU0909
 PU0909.The modeled gravity was interpolated from observed gravity values.
 PU0909
 PU0909;                    North         East    Units  Estimated Accuracy
 PU0909;SPC SD N     -    84,260.      390,370.      MT  (+/- 180 meters Scaled)
 PU0909
 PU0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK874368(NAD 83)
 PU0909
 PU0909                          SUPERSEDED SURVEY CONTROL
 PU0909
 PU0909  NGVD 29 (??/??/92)  884.998  (m)         2903.53   (f) ADJ UNCH    2 0
 PU0909
 PU0909.Superseded values are not recommended for survey control.
 PU0909
 PU0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0909.See file dsdata.pdf to determine how the superseded data were derived.
 PU0909
 PU0909_MARKER: DB = BENCH MARK DISK
 PU0909_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0909_STAMPING: Y 127 1934
 PU0909_MARK LOGO: CGS
 PU0909_PROJECTION: PROJECTING 8 CENTIMETERS
 PU0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0909
 PU0909  HISTORY     - Date     Condition        Report By
 PU0909  HISTORY     - 1934     MONUMENTED       CGS
 PU0909  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0909  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0909
 PU0909                          STATION DESCRIPTION
 PU0909
 PU0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0909'1.6 MI E FROM UNION CENTER.
 PU0909'1.6 MILES EAST ALONG STATE HIGHWAY 34 FROM UNION CENTER, ON THE
 PU0909'EAST SLOPE OF A LONG HILL, 37 FEET NORTH OF THE CENTERLINE OF THE
 PU0909'HIGHWAY, AND 1.5 FEET WEST OF A CORNER FENCE POST.  A STANDARD
 PU0909'DISK, STAMPED Y 127 1934 AND SET IN THE TOP OF A CONCRETE POST
 PU0909'PROJECTING 3 INCHES ABOVE GROUND.
 PU0909
 PU0909                          STATION RECOVERY (1962)
 PU0909
 PU0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0909'MARK NOT FOUND.
 PU0909
 PU0909                          STATION RECOVERY (1995)
 PU0909
 PU0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0909'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK Y 127
 PU0909'RESET WAS ESTABLISHED IN THE GENERAL AREA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0910 ***********************************************************************
 PU0910  DESIGNATION -  Y 127 RESET
 PU0910  PID         -  PU0910
 PU0910  STATE/COUNTY-  SD/MEADE
 PU0910  COUNTRY     -  US
 PU0910  USGS QUAD   -  UNION CENTER (2017)
 PU0910
 PU0910                         *CURRENT SURVEY CONTROL
 PU0910  ______________________________________________________________________
 PU0910* NAD 83(1986) POSITION- 44 33 39.     (N) 102 38 20.     (W)   SCALED
 PU0910* NAVD 88 ORTHO HEIGHT -   883.012 (meters)     2897.02  (feet) ADJUSTED
 PU0910  ______________________________________________________________________
 PU0910  GEOID HEIGHT    -        -18.253 (meters)                     GEOID18
 PU0910  DYNAMIC HEIGHT  -        882.762 (meters)     2896.20  (feet) COMP
 PU0910  MODELED GRAVITY -    980,305.2   (mgal)                       NAVD 88
 PU0910
 PU0910  VERT ORDER      -  FIRST     CLASS II
 PU0910
 PU0910.The horizontal coordinates were scaled from a map and have
 PU0910.an estimated accuracy of +/- 6 seconds.
 PU0910
 PU0910.The orthometric height was determined by differential leveling and
 PU0910.adjusted by the NATIONAL GEODETIC SURVEY
 PU0910.in October 1997.
 PU0910
 PU0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0910.GEOID18 height accuracy estimate available here.
 PU0910
 PU0910.Click photographs - Photos may exist for this station.
 PU0910
 PU0910.The dynamic height is computed by dividing the NAVD 88
 PU0910.geopotential number by the normal gravity value computed on the
 PU0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0910.degrees latitude (g = 980.6199 gals.).
 PU0910
 PU0910.The modeled gravity was interpolated from observed gravity values.
 PU0910
 PU0910;                    North         East    Units  Estimated Accuracy
 PU0910;SPC SD N     -    84,260.      390,390.      MT  (+/- 180 meters Scaled)
 PU0910
 PU0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK875368(NAD 83)
 PU0910
 PU0910                          SUPERSEDED SURVEY CONTROL
 PU0910
 PU0910.No superseded survey control is available for this station.
 PU0910
 PU0910_MARKER: DB = BENCH MARK DISK
 PU0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0910_STAMPING: Y 127 RESET 1972
 PU0910_MARK LOGO: CGS
 PU0910_PROJECTION: FLUSH
 PU0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0910+STABILITY: SURFACE MOTION
 PU0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0910+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU0910
 PU0910  HISTORY     - Date     Condition        Report By
 PU0910  HISTORY     - 1972     MONUMENTED       NGS
 PU0910  HISTORY     - 19950605 GOOD             NGS
 PU0910
 PU0910                          STATION DESCRIPTION
 PU0910
 PU0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0910'1.7 MI E FROM UNION CENTER.
 PU0910'1.7 MILES EAST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU0910'STORE IN UNION CENTER, 1,235 FEET WEST OF A 12 X 12 CONCRETE BOX
 PU0910'CULVERT, 100 FEET NORTH OF THE CENTER OF HIGHWAY 34, 30 FEET
 PU0910'NORTHWEST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 1 FOOT SOUTH
 PU0910'OF THE NORTH R.O.W. FENCE, 1.3 FEET EAST OF A METAL WITNESS POST,
 PU0910'AND SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 PU0910'IS AT HIGHWAY STATION 271+00.  NOTE-- BENCH MARK Y 127 1934 WAS
 PU0910'FOUND IN GOOD CONDITION AS DESCRIBED.  THE DISK WAS REMOVED AT
 PU0910'THIS TIME.
 PU0910
 PU0910                          STATION RECOVERY (1995)
 PU0910
 PU0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0910'2.4 KM (1.50 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0910'IN UNION CENTER, 605.0 M (1984.9 FT) EAST OF MILEPOST 82, 30.6 M
 PU0910'(100.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT) NORTHWEST
 PU0910'OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY, 3.0 M (9.8 FT) BELOW
 PU0910'THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.4 M (1.3
 PU0910'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU0910'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1483 ***********************************************************************
 PU1483  DESIGNATION -  Y 128
 PU1483  PID         -  PU1483
 PU1483  STATE/COUNTY-  SD/MEADE
 PU1483  COUNTRY     -  US
 PU1483  USGS QUAD   -  FORT MEADE (2017)
 PU1483
 PU1483                         *CURRENT SURVEY CONTROL
 PU1483  ______________________________________________________________________
 PU1483* NAD 83(1986) POSITION- 44 26 03.     (N) 103 24 34.     (W)   SCALED
 PU1483* NAVD 88 ORTHO HEIGHT -   947.501 (meters)     3108.59  (feet) ADJUSTED
 PU1483  ______________________________________________________________________
 PU1483  GEOID HEIGHT    -        -15.836 (meters)                     GEOID18
 PU1483  DYNAMIC HEIGHT  -        947.211 (meters)     3107.64  (feet) COMP
 PU1483  MODELED GRAVITY -    980,279.2   (mgal)                       NAVD 88
 PU1483
 PU1483  VERT ORDER      -  SECOND    CLASS 0
 PU1483
 PU1483.The horizontal coordinates were scaled from a map and have
 PU1483.an estimated accuracy of +/- 6 seconds.
 PU1483
 PU1483.The orthometric height was determined by differential leveling and
 PU1483.adjusted by the NATIONAL GEODETIC SURVEY
 PU1483.in June 1991.
 PU1483
 PU1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1483.GEOID18 height accuracy estimate available here.
 PU1483
 PU1483.Click photographs - Photos may exist for this station.
 PU1483
 PU1483.The dynamic height is computed by dividing the NAVD 88
 PU1483.geopotential number by the normal gravity value computed on the
 PU1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1483.degrees latitude (g = 980.6199 gals.).
 PU1483
 PU1483.The modeled gravity was interpolated from observed gravity values.
 PU1483
 PU1483;                    North         East    Units  Estimated Accuracy
 PU1483;SPC SD N     -    72,480.      328,630.      MT  (+/- 180 meters Scaled)
 PU1483
 PU1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK265213(NAD 83)
 PU1483
 PU1483                          SUPERSEDED SURVEY CONTROL
 PU1483
 PU1483  NGVD 29 (??/??/92)  947.004  (m)         3106.96   (f) ADJ UNCH    2 0
 PU1483
 PU1483.Superseded values are not recommended for survey control.
 PU1483
 PU1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1483.See file dsdata.pdf to determine how the superseded data were derived.
 PU1483
 PU1483_MARKER: DB = BENCH MARK DISK
 PU1483_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1483_STAMPING: Y 128 1934
 PU1483_MARK LOGO: CGS
 PU1483_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1483
 PU1483  HISTORY     - Date     Condition        Report By
 PU1483  HISTORY     - 1934     MONUMENTED       CGS
 PU1483  HISTORY     - 1963     GOOD             CGS
 PU1483
 PU1483                          STATION DESCRIPTION
 PU1483
 PU1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1483'6.3 MI NE FROM STURGIS.
 PU1483'ABOUT 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 PU1483'POST OFFICE AT STURGIS, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 PU1483'COUNTY ROAD, ON THE SOUTH BANK OF A CREEK, 360 FEET WEST OF THE
 PU1483'CENTERLINE OF THE GRAVELED COUNTY ROAD, 37 FEET NORTH OF THE
 PU1483'CENTERLINE OF OLD STATE HIGHWAY 34, 30 FEET SOUTH OF THE
 PU1483'SOUTH BANK OF THE CREK, 2.0 FEET SOUTH OF A METAL WITNESS
 PU1483'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE GRAVELED COUNTY
 PU1483'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0313 ***********************************************************************
 PU0313  DESIGNATION -  Y 129
 PU0313  PID         -  PU0313
 PU0313  STATE/COUNTY-  SD/PENNINGTON
 PU0313  COUNTRY     -  US
 PU0313  USGS QUAD   -  WASTA (2017)
 PU0313
 PU0313                         *CURRENT SURVEY CONTROL
 PU0313  ______________________________________________________________________
 PU0313* NAD 83(1986) POSITION- 44 03 52.     (N) 102 26 53.     (W)   SCALED
 PU0313* NAVD 88 ORTHO HEIGHT -   707.994 (meters)     2322.81  (feet) ADJUSTED
 PU0313  ______________________________________________________________________
 PU0313  GEOID HEIGHT    -        -18.483 (meters)                     GEOID18
 PU0313  DYNAMIC HEIGHT  -        707.803 (meters)     2322.18  (feet) COMP
 PU0313  MODELED GRAVITY -    980,325.4   (mgal)                       NAVD 88
 PU0313
 PU0313  VERT ORDER      -  SECOND    CLASS 0
 PU0313
 PU0313.The horizontal coordinates were scaled from a map and have
 PU0313.an estimated accuracy of +/- 6 seconds.
 PU0313
 PU0313.The orthometric height was determined by differential leveling and
 PU0313.adjusted by the NATIONAL GEODETIC SURVEY
 PU0313.in June 1991.
 PU0313
 PU0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0313.GEOID18 height accuracy estimate available here.
 PU0313
 PU0313.Click photographs - Photos may exist for this station.
 PU0313
 PU0313.The dynamic height is computed by dividing the NAVD 88
 PU0313.geopotential number by the normal gravity value computed on the
 PU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0313.degrees latitude (g = 980.6199 gals.).
 PU0313
 PU0313.The modeled gravity was interpolated from observed gravity values.
 PU0313
 PU0313;                    North         East    Units  Estimated Accuracy
 PU0313;SPC SD S     -   194,470.      430,600.      MT  (+/- 180 meters Scaled)
 PU0313
 PU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ043821(NAD 83)
 PU0313
 PU0313                          SUPERSEDED SURVEY CONTROL
 PU0313
 PU0313  NGVD 29 (??/??/92)  707.564  (m)         2321.40   (f) ADJ UNCH    2 0
 PU0313
 PU0313.Superseded values are not recommended for survey control.
 PU0313
 PU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0313.See file dsdata.pdf to determine how the superseded data were derived.
 PU0313
 PU0313_MARKER: DB = BENCH MARK DISK
 PU0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0313_STAMPING: Y 129 1934
 PU0313_MARK LOGO: CGS
 PU0313_PROJECTION: PROJECTING 30 CENTIMETERS
 PU0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0313+STABILITY: SURFACE MOTION
 PU0313
 PU0313  HISTORY     - Date     Condition        Report By
 PU0313  HISTORY     - 1934     MONUMENTED       CGS
 PU0313  HISTORY     - 1962     GOOD             CGS
 PU0313  HISTORY     - 19910715 MARK NOT FOUND   NGS
 PU0313
 PU0313                          STATION DESCRIPTION
 PU0313
 PU0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0313'0.2 MI SW FROM WASTA.
 PU0313'ABOUT 0.2 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU0313'RAILWAY FROM THE STATION AT WASTA, 5 1/2 POLES SOUTHWEST OF
 PU0313'MILEPOST 605, 45 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 PU0313'113 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 PU0313'A ROAD, 103 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 PU0313'ROAD, 1 1/2 FEET NORTHWEST OF A FENCE, ABOUT 1 FOOT BELOW THE
 PU0313'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 PU0313'PROJECTING 1 FOOT.
 PU0313
 PU0313                          STATION RECOVERY (1991)
 PU0313
 PU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU0313'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8778 ***********************************************************************
 AB8778  DESIGNATION -  Y 13 RESET
 AB8778  PID         -  AB8778
 AB8778  STATE/COUNTY-  SD/HUGHES
 AB8778  COUNTRY     -  US
 AB8778  USGS QUAD   -  PIERRE (2017)
 AB8778
 AB8778                         *CURRENT SURVEY CONTROL
 AB8778  ______________________________________________________________________
 AB8778* NAD 83(1986) POSITION- 44 22 05.6    (N) 100 21 01.6    (W)   HD_HELD2
 AB8778* NAVD 88 ORTHO HEIGHT -   452.795 (meters)     1485.54  (feet) ADJUSTED
 AB8778  ______________________________________________________________________
 AB8778  GEOID HEIGHT    -        -23.449 (meters)                     GEOID18
 AB8778  DYNAMIC HEIGHT  -        452.708 (meters)     1485.26  (feet) COMP
 AB8778  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 AB8778
 AB8778  VERT ORDER      -  FIRST     CLASS II
 AB8778
 AB8778.The horizontal coordinates were established by autonomous hand held GPS
 AB8778.observations and have an estimated accuracy of +/- 10 meters.
 AB8778
 AB8778.The orthometric height was determined by differential leveling and
 AB8778.adjusted by the NATIONAL GEODETIC SURVEY
 AB8778.in October 1997.
 AB8778
 AB8778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8778.GEOID18 height accuracy estimate available here.
 AB8778
 AB8778.Click photographs - Photos may exist for this station.
 AB8778
 AB8778.The dynamic height is computed by dividing the NAVD 88
 AB8778.geopotential number by the normal gravity value computed on the
 AB8778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8778.degrees latitude (g = 980.6199 gals.).
 AB8778
 AB8778.The modeled gravity was interpolated from observed gravity values.
 AB8778
 AB8778;                    North         East    Units  Estimated Accuracy
 AB8778;SPC SD S     -   226,069.      598,636.      MT  (+/- 10 meters HH2 GPS)
 AB8778
 AB8778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9240013658(NAD 83)
 AB8778
 AB8778                          SUPERSEDED SURVEY CONTROL
 AB8778
 AB8778.No superseded survey control is available for this station.
 AB8778
 AB8778_MARKER: DB = BENCH MARK DISK
 AB8778_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB8778_SP_SET: SIDEWALK
 AB8778_STAMPING: Y 13 1926 1484.439
 AB8778_MARK LOGO: CGS
 AB8778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8778+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 AB8778
 AB8778  HISTORY     - Date     Condition        Report By
 AB8778  HISTORY     - UNK      MONUMENTED       NONE
 AB8778  HISTORY     - 19860930 SEE DESCRIPTION  NGS
 AB8778  HISTORY     - 19890121 GOOD             NGS
 AB8778  HISTORY     - 19941121 GOOD             NGS
 AB8778  HISTORY     - 20120516 GOOD             INDIV
 AB8778  HISTORY     - 20230818 GOOD             SDSM
 AB8778
 AB8778                          STATION DESCRIPTION
 AB8778
 AB8778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AB8778'THE SIDEWALK HAS BEEN REMOVED AND A NEW SIDEWALK IS IN PLACE. THE
 AB8778'DISK HAS BEEN RESET IN THE NEW SIDEWALK BY UNKNOWN PARTIES AND THE
 AB8778'ELEVATION OF THE RESET DISK IS UNKNOWN.
 AB8778'AT PIERRE, AT THE MAIN ENTRANCE TO THE ST. CHARLES HOTEL, SET IN THE
 AB8778'SIDEWALK, AT THE BASE OF THE COLUMN, AT THE WEST SIDE OF THE HOTEL
 AB8778'ENTRANCE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY
 AB8778'14 AND 83 BUSINESS ROUTES (EUCLID) AND CAPITOL AVENUE.
 AB8778
 AB8778                          STATION RECOVERY (1989)
 AB8778
 AB8778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AB8778'STATION IS IN DOWNTOWN PIERRE, SD, AT THE ST. CHARLES HOTEL AT THE
 AB8778'SOUTH CORNER OF EAST CAPITOL AVE. AND NORTH EUCLID AVE., AT THE MAIN
 AB8778'(CAPITOL AVE.) ENTRANCE, SET IN THE CONCRETE SIDEWALK, AGAINST THE SE
 AB8778'SIDE OF THE COLUMN AT THE NW SIDE OF ENTRANCE.
 AB8778
 AB8778                          STATION RECOVERY (1994)
 AB8778
 AB8778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8778'IN PIERRE, AT THE INTERSECTION OF EAST CAPITAL AND NORTH EUCLID
 AB8778'AVENUES, IN A CONCRETE SIDEWALK IN FRONT OF THE SAINT CHARLES HOTEL,
 AB8778'35.4 M (116.1 FT) SOUTHEAST OF THE CENTER OF NORTH EUCLID AVENUE, 10.1
 AB8778'M (33.1 FT) SOUTHWEST OF THE CENTERLINE OF EAST CAPITAL AVENUE, 1.9 M
 AB8778'(6.2 FT) NORTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE HOTEL,
 AB8778'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF EAST CAPITAL AVENUE.
 AB8778
 AB8778                          STATION RECOVERY (2012)
 AB8778
 AB8778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB8778'RECOVERED IN GOOD CONDITION.
 AB8778
 AB8778                          STATION RECOVERY (2023)
 AB8778
 AB8778'RECOVERY NOTE BY STATE OF SOUTH DAKOTA 2023 (KD)
 AB8778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1510 ***********************************************************************
 PU1510  DESIGNATION -  Y 131
 PU1510  PID         -  PU1510
 PU1510  STATE/COUNTY-  SD/PENNINGTON
 PU1510  COUNTRY     -  US
 PU1510  USGS QUAD   -  BOX ELDER (2017)
 PU1510
 PU1510                         *CURRENT SURVEY CONTROL
 PU1510  ______________________________________________________________________
 PU1510* NAD 83(1986) POSITION- 44 06 52.     (N) 103 06 56.     (W)   SCALED
 PU1510* NAVD 88 ORTHO HEIGHT -   936.154 (meters)     3071.37  (feet) ADJUSTED
 PU1510  ______________________________________________________________________
 PU1510  GEOID HEIGHT    -        -16.472 (meters)                     GEOID18
 PU1510  DYNAMIC HEIGHT  -        935.851 (meters)     3070.37  (feet) COMP
 PU1510  MODELED GRAVITY -    980,263.2   (mgal)                       NAVD 88
 PU1510
 PU1510  VERT ORDER      -  FIRST     CLASS II
 PU1510
 PU1510.The horizontal coordinates were scaled from a map and have
 PU1510.an estimated accuracy of +/- 6 seconds.
 PU1510
 PU1510.The orthometric height was determined by differential leveling and
 PU1510.adjusted by the NATIONAL GEODETIC SURVEY
 PU1510.in September 1993.
 PU1510
 PU1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1510.GEOID18 height accuracy estimate available here.
 PU1510
 PU1510.Click photographs - Photos may exist for this station.
 PU1510
 PU1510.The dynamic height is computed by dividing the NAVD 88
 PU1510.geopotential number by the normal gravity value computed on the
 PU1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1510.degrees latitude (g = 980.6199 gals.).
 PU1510
 PU1510.The modeled gravity was interpolated from observed gravity values.
 PU1510
 PU1510;                    North         East    Units  Estimated Accuracy
 PU1510;SPC SD S     -   201,600.      377,330.      MT  (+/- 180 meters Scaled)
 PU1510
 PU1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ507863(NAD 83)
 PU1510
 PU1510                          SUPERSEDED SURVEY CONTROL
 PU1510
 PU1510  NAVD 88 (06/15/91)  936.131  (m)         3071.29   (f) SUPERSEDED  1 2
 PU1510  NGVD 29 (??/??/92)  935.665  (m)         3069.76   (f) ADJ UNCH    1 2
 PU1510
 PU1510.Superseded values are not recommended for survey control.
 PU1510
 PU1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1510.See file dsdata.pdf to determine how the superseded data were derived.
 PU1510
 PU1510_MARKER: DB = BENCH MARK DISK
 PU1510_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1510_STAMPING: Y 131 1934
 PU1510_MARK LOGO: CGS
 PU1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1510+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1991
 PU1510
 PU1510  HISTORY     - Date     Condition        Report By
 PU1510  HISTORY     - 1934     MONUMENTED       CGS
 PU1510  HISTORY     - 1962     GOOD             CGS
 PU1510  HISTORY     - 19910726 GOOD             NGS
 PU1510  HISTORY     - 20120905 MARK NOT FOUND   INDIV
 PU1510
 PU1510                          STATION DESCRIPTION
 PU1510
 PU1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1510'6.4 MI NE FROM RAPID CITY.
 PU1510'ABOUT 6.35 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU1510'RAILWAY FROM THE STATION AT RAPID CITY, OR 2.35 MILES WEST
 PU1510'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE POST OFFICE
 PU1510'AND STORE AT BOX ELDER, IN SECTION 23, T 2 N, R 8 E, 2 1/2
 PU1510'TELEPHONE POLES SOUTHWEST OF MILE POST 643, ABOUT 0.1 MILE
 PU1510'EAST OF INTERSTATE HIGHWAY 90 OVERPASS, 165 FEET EAST OF THE
 PU1510'CENTER OF A DIRT ROAD LEADING TO AN IMITATION ROCK HOUSE ON
 PU1510'THE SOUTHEAST SIDE OF THE RAILROAD, 46 FEET NORTHWEST OF THE
 PU1510'NORTHWEST RAIL, 47 FEET SOUTH EAST OF THE CENTER LINE OF OLD
 PU1510'U.S. HIGHWAY 16, 1.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 PU1510'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 PU1510'OF A CONCRETE POST PROJECTING 6 INCHES.
 PU1510
 PU1510                          STATION RECOVERY (1991)
 PU1510
 PU1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU1510'13.2 KM (8.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU1510'JUNCTION OF DEADWOOD AVENUE (EXIT 55) IN RAPID CITY, THENCE 0.4 KM
 PU1510'(0.25 MI) EASTERLY ALONG A PAVED ROAD (EXIT 63), 48.5 M (159.1 FT)
 PU1510'EAST OF THE CENTER OF A DRIVEWAY, 14.1 M (46.3 FT) NORTH OF THE NEAR
 PU1510'RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 14.1 M (46.3 FT) SOUTH
 PU1510'OF AND LEVEL WITH THE ROAD CENTERLINE, 0.4 M (1.3 FT) SOUTH OF A
 PU1510'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PU1510'GROUND SURFACE.
 PU1510
 PU1510                          STATION RECOVERY (2012)
 PU1510
 PU1510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1510'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0397 ***********************************************************************
 OT0397  DESIGNATION -  Y 133
 OT0397  PID         -  OT0397
 OT0397  STATE/COUNTY-  SD/FALL RIVER
 OT0397  COUNTRY     -  US
 OT0397  USGS QUAD   -  SMITHWICK (2017)
 OT0397
 OT0397                         *CURRENT SURVEY CONTROL
 OT0397  ______________________________________________________________________
 OT0397* NAD 83(1986) POSITION- 43 19 50.     (N) 103 13 53.     (W)   SCALED
 OT0397* NAVD 88 ORTHO HEIGHT -   973.500 (meters)     3193.89  (feet) ADJUSTED
 OT0397  ______________________________________________________________________
 OT0397  GEOID HEIGHT    -        -16.770 (meters)                     GEOID18
 OT0397  DYNAMIC HEIGHT  -        973.088 (meters)     3192.54  (feet) COMP
 OT0397  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 OT0397
 OT0397  VERT ORDER      -  SECOND    CLASS 0
 OT0397
 OT0397.The horizontal coordinates were scaled from a map and have
 OT0397.an estimated accuracy of +/- 6 seconds.
 OT0397
 OT0397.The orthometric height was determined by differential leveling and
 OT0397.adjusted by the NATIONAL GEODETIC SURVEY
 OT0397.in June 1991.
 OT0397
 OT0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0397.GEOID18 height accuracy estimate available here.
 OT0397
 OT0397.Click photographs - Photos may exist for this station.
 OT0397
 OT0397.The dynamic height is computed by dividing the NAVD 88
 OT0397.geopotential number by the normal gravity value computed on the
 OT0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0397.degrees latitude (g = 980.6199 gals.).
 OT0397
 OT0397.The modeled gravity was interpolated from observed gravity values.
 OT0397
 OT0397;                    North         East    Units  Estimated Accuracy
 OT0397;SPC SD S     -   114,880.      365,030.      MT  (+/- 180 meters Scaled)
 OT0397
 OT0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH433990(NAD 83)
 OT0397
 OT0397                          SUPERSEDED SURVEY CONTROL
 OT0397
 OT0397  NGVD 29 (??/??/92)  972.999  (m)         3192.25   (f) ADJ UNCH    2 0
 OT0397
 OT0397.Superseded values are not recommended for survey control.
 OT0397
 OT0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0397.See file dsdata.pdf to determine how the superseded data were derived.
 OT0397
 OT0397_MARKER: DB = BENCH MARK DISK
 OT0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0397_STAMPING: Y 133 1934
 OT0397_MARK LOGO: CGS
 OT0397_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0397+STABILITY: SURFACE MOTION
 OT0397
 OT0397  HISTORY     - Date     Condition        Report By
 OT0397  HISTORY     - 1934     MONUMENTED       CGS
 OT0397
 OT0397                          STATION DESCRIPTION
 OT0397
 OT0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0397'2 MI N FROM SMITHWICK.
 OT0397'2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OT0397'THE STATION AT SMITHWICK, FALL RIVER COUNTY, 203 YARDS SOUTH OF
 OT0397'THE SOUTH END OF WOODEN TRESTLE H 67, ON THE TOP OF A SLIGHT
 OT0397'RIDGE, 30 FEET NORTH OF THE ABRUPT SOUTH BANK OF THE RIDGE,
 OT0397'68.2 FEET EAST OF THE EAST RAIL, 2 FEET WEST OF THE RIGHT-OF-WAY
 OT0397'FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OT0397'Y 133 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OT0397'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0322 ***********************************************************************
 OS0322  DESIGNATION -  Y 135
 OS0322  PID         -  OS0322
 OS0322  STATE/COUNTY-  SD/BENNETT
 OS0322  COUNTRY     -  US
 OS0322  USGS QUAD   -  TUTHILL (2017)
 OS0322
 OS0322                         *CURRENT SURVEY CONTROL
 OS0322  ______________________________________________________________________
 OS0322* NAD 83(1986) POSITION- 43 12 55.     (N) 101 29 41.     (W)   SCALED
 OS0322* NAVD 88 ORTHO HEIGHT -   914.976 (meters)     3001.88  (feet) ADJUSTED
 OS0322  ______________________________________________________________________
 OS0322  GEOID HEIGHT    -        -20.424 (meters)                     GEOID18
 OS0322  DYNAMIC HEIGHT  -        914.603 (meters)     3000.66  (feet) COMP
 OS0322  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 OS0322
 OS0322  VERT ORDER      -  SECOND    CLASS 0
 OS0322
 OS0322.The horizontal coordinates were scaled from a map and have
 OS0322.an estimated accuracy of +/- 6 seconds.
 OS0322
 OS0322.The orthometric height was determined by differential leveling and
 OS0322.adjusted by the NATIONAL GEODETIC SURVEY
 OS0322.in June 1991.
 OS0322
 OS0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0322.GEOID18 height accuracy estimate available here.
 OS0322
 OS0322.Click photographs - Photos may exist for this station.
 OS0322
 OS0322.The dynamic height is computed by dividing the NAVD 88
 OS0322.geopotential number by the normal gravity value computed on the
 OS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0322.degrees latitude (g = 980.6199 gals.).
 OS0322
 OS0322.The modeled gravity was interpolated from observed gravity values.
 OS0322
 OS0322;                    North         East    Units  Estimated Accuracy
 OS0322;SPC SD S     -    98,640.      505,640.      MT  (+/- 180 meters Scaled)
 OS0322
 OS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN973877(NAD 83)
 OS0322
 OS0322                          SUPERSEDED SURVEY CONTROL
 OS0322
 OS0322  NGVD 29 (??/??/92)  914.530  (m)         3000.42   (f) ADJ UNCH    2 0
 OS0322
 OS0322.Superseded values are not recommended for survey control.
 OS0322
 OS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0322.See file dsdata.pdf to determine how the superseded data were derived.
 OS0322
 OS0322_MARKER: DB = BENCH MARK DISK
 OS0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0322_STAMPING: Y 135 1934
 OS0322_MARK LOGO: CGS
 OS0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0322+STABILITY: SURFACE MOTION
 OS0322
 OS0322  HISTORY     - Date     Condition        Report By
 OS0322  HISTORY     - 1934     MONUMENTED       CGS
 OS0322  HISTORY     - 1938     GOOD             CGS
 OS0322
 OS0322                          STATION DESCRIPTION
 OS0322
 OS0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0322'2.4 MI N FROM TUTHILL.
 OS0322'2.4 MILES NORTH ALONG THE ROAD TO U.S. HIGHWAY 18 FROM TUTHILL,
 OS0322'BENNETT COUNTY, 1 MILE EAST ALONG U.S. HIGHWAY 18 FROM THE
 OS0322'JUNCTION WITH STATE HIGHWAY 73, 47 FEET WEST OF THE CENTERLINE
 OS0322'OF THE ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OS0322'11.3 FEET WEST OF A CORNER FENCE POST, AND 2 FEET NORTH OF THE
 OS0322'FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0177 ***********************************************************************
 OS0177  DESIGNATION -  Y 136
 OS0177  PID         -  OS0177
 OS0177  STATE/COUNTY-  SD/TODD
 OS0177  COUNTRY     -  US
 OS0177  USGS QUAD   -  ROSEBUD (2017)
 OS0177
 OS0177                         *CURRENT SURVEY CONTROL
 OS0177  ______________________________________________________________________
 OS0177* NAD 83(1986) POSITION- 43 14 30.     (N) 100 50 48.     (W)   SCALED
 OS0177* NAVD 88 ORTHO HEIGHT -   836.033 (meters)     2742.88  (feet) ADJUSTED
 OS0177  ______________________________________________________________________
 OS0177  GEOID HEIGHT    -        -22.421 (meters)                     GEOID18
 OS0177  DYNAMIC HEIGHT  -        835.703 (meters)     2741.80  (feet) COMP
 OS0177  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 OS0177
 OS0177  VERT ORDER      -  SECOND    CLASS 0
 OS0177
 OS0177.The horizontal coordinates were scaled from a map and have
 OS0177.an estimated accuracy of +/- 6 seconds.
 OS0177
 OS0177.The orthometric height was determined by differential leveling and
 OS0177.adjusted by the NATIONAL GEODETIC SURVEY
 OS0177.in June 1991.
 OS0177
 OS0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0177.GEOID18 height accuracy estimate available here.
 OS0177
 OS0177.Click photographs - Photos may exist for this station.
 OS0177
 OS0177.The dynamic height is computed by dividing the NAVD 88
 OS0177.geopotential number by the normal gravity value computed on the
 OS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0177.degrees latitude (g = 980.6199 gals.).
 OS0177
 OS0177.The modeled gravity was interpolated from observed gravity values.
 OS0177
 OS0177;                    North         East    Units  Estimated Accuracy
 OS0177;SPC SD S     -   101,040.      558,310.      MT  (+/- 180 meters Scaled)
 OS0177
 OS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN500893(NAD 83)
 OS0177
 OS0177                          SUPERSEDED SURVEY CONTROL
 OS0177
 OS0177  NGVD 29 (??/??/92)  835.644  (m)         2741.61   (f) ADJ UNCH    2 0
 OS0177
 OS0177.Superseded values are not recommended for survey control.
 OS0177
 OS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0177.See file dsdata.pdf to determine how the superseded data were derived.
 OS0177
 OS0177_MARKER: DB = BENCH MARK DISK
 OS0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0177_STAMPING: Y 136 1934
 OS0177_MARK LOGO: CGS
 OS0177_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0177+STABILITY: SURFACE MOTION
 OS0177
 OS0177  HISTORY     - Date     Condition        Report By
 OS0177  HISTORY     - 1934     MONUMENTED       CGS
 OS0177
 OS0177                          STATION DESCRIPTION
 OS0177
 OS0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0177'1.6 MI NE FROM ROSEBUD.
 OS0177'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM ROSEBUD,
 OS0177'TODD COUNTY, ABOUT 0.4 MILE EAST OF AN INDIAN CEMETERY, ABOUT
 OS0177'60 YARDS NORTHEAST OF A ROAD GUARD, 39 FEET SOUTH OF THE
 OS0177'CENTER LINE OF THE HIGHWAY, AND 32 FEET EAST OF THE CENTER LINE
 OS0177'OF AN OLD SIDE ROAD.  A STANDARD DISK, STAMPED Y 136 1934 AND
 OS0177'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 OS0177'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0057 ***********************************************************************
 OS0057  DESIGNATION -  Y 137
 OS0057  PID         -  OS0057
 OS0057  STATE/COUNTY-  SD/TRIPP
 OS0057  COUNTRY     -  US
 OS0057  USGS QUAD   -  WITTEN (2017)
 OS0057
 OS0057                         *CURRENT SURVEY CONTROL
 OS0057  ______________________________________________________________________
 OS0057* NAD 83(1986) POSITION- 43 26 05.     (N) 100 04 13.     (W)   SCALED
 OS0057* NAVD 88 ORTHO HEIGHT -   605.545 (meters)     1986.69  (feet) ADJUSTED
 OS0057  ______________________________________________________________________
 OS0057  GEOID HEIGHT    -        -25.113 (meters)                     GEOID18
 OS0057  DYNAMIC HEIGHT  -        605.329 (meters)     1985.98  (feet) COMP
 OS0057  MODELED GRAVITY -    980,245.1   (mgal)                       NAVD 88
 OS0057
 OS0057  VERT ORDER      -  SECOND    CLASS 0
 OS0057
 OS0057.The horizontal coordinates were scaled from a map and have
 OS0057.an estimated accuracy of +/- 6 seconds.
 OS0057
 OS0057.The orthometric height was determined by differential leveling and
 OS0057.adjusted by the NATIONAL GEODETIC SURVEY
 OS0057.in June 1991.
 OS0057
 OS0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0057.GEOID18 height accuracy estimate available here.
 OS0057
 OS0057.Click photographs - Photos may exist for this station.
 OS0057
 OS0057.The dynamic height is computed by dividing the NAVD 88
 OS0057.geopotential number by the normal gravity value computed on the
 OS0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0057.degrees latitude (g = 980.6199 gals.).
 OS0057
 OS0057.The modeled gravity was interpolated from observed gravity values.
 OS0057
 OS0057;                    North         East    Units  Estimated Accuracy
 OS0057;SPC SD S     -   122,390.      621,300.      MT  (+/- 180 meters Scaled)
 OS0057
 OS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP133096(NAD 83)
 OS0057
 OS0057                          SUPERSEDED SURVEY CONTROL
 OS0057
 OS0057  NGVD 29 (??/??/92)  605.177  (m)         1985.48   (f) ADJ UNCH    2 0
 OS0057
 OS0057.Superseded values are not recommended for survey control.
 OS0057
 OS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0057.See file dsdata.pdf to determine how the superseded data were derived.
 OS0057
 OS0057_MARKER: DB = BENCH MARK DISK
 OS0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0057_STAMPING: Y 137 1934
 OS0057_MARK LOGO: CGS
 OS0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0057+STABILITY: SURFACE MOTION
 OS0057
 OS0057  HISTORY     - Date     Condition        Report By
 OS0057  HISTORY     - 1934     MONUMENTED       CGS
 OS0057  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0057
 OS0057                          STATION DESCRIPTION
 OS0057
 OS0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0057'0.7 MI SE FROM WITTEN.
 OS0057'LOCATED 0.7 OF MILE SOUTHEAST OF THE STATION ALONG CHICAGO AND
 OS0057'NORTH WESTERN RWY, AT WITTEN, 0.4 OF MILE NORTHWEST OF M.P. 186,
 OS0057'322 FEET NORTHWEST OF INTERSECTION OF CENTERLINE OF A SECTION
 OS0057'LINE ROAD AND THE TRACK, 36.8 FEET SOUTHWEST OF SOUTHWEST RAIL,
 OS0057'9.5 FEET NORTHEAST OF R/W FENCE, 5.5 FEET SOUTHEAST OF A TELEGRAPH
 OS0057'POLE AND IN LINE WITH THE POLES.  STANDARD TABLET SET IN TOP OF
 OS0057'CONCRETE POST 6 INCHES HIGH, STAMPED Y 137 1934.
 OS0057
 OS0057                          STATION RECOVERY (1977)
 OS0057
 OS0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0532 ***********************************************************************
 OR0532  DESIGNATION -  Y 138
 OR0532  PID         -  OR0532
 OR0532  STATE/COUNTY-  SD/GREGORY
 OR0532  COUNTRY     -  US
 OR0532  USGS QUAD   -  GREGORY (2017)
 OR0532
 OR0532                         *CURRENT SURVEY CONTROL
 OR0532  ______________________________________________________________________
 OR0532* NAD 83(1986) POSITION- 43 13 32.     (N) 099 25 34.     (W)   SCALED
 OR0532* NAVD 88 ORTHO HEIGHT -   659.619 (meters)     2164.10  (feet) ADJUSTED
 OR0532  ______________________________________________________________________
 OR0532  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 OR0532  DYNAMIC HEIGHT  -        659.367 (meters)     2163.27  (feet) COMP
 OR0532  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 OR0532
 OR0532  VERT ORDER      -  SECOND    CLASS 0
 OR0532
 OR0532.The horizontal coordinates were scaled from a map and have
 OR0532.an estimated accuracy of +/- 6 seconds.
 OR0532
 OR0532.The orthometric height was determined by differential leveling and
 OR0532.adjusted by the NATIONAL GEODETIC SURVEY
 OR0532.in June 1991.
 OR0532
 OR0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0532.GEOID18 height accuracy estimate available here.
 OR0532
 OR0532.Click photographs - Photos may exist for this station.
 OR0532
 OR0532.The dynamic height is computed by dividing the NAVD 88
 OR0532.geopotential number by the normal gravity value computed on the
 OR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0532.degrees latitude (g = 980.6199 gals.).
 OR0532
 OR0532.The modeled gravity was interpolated from observed gravity values.
 OR0532
 OR0532;                    North         East    Units  Estimated Accuracy
 OR0532;SPC SD S     -    99,520.      673,700.      MT  (+/- 180 meters Scaled)
 OR0532
 OR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN653859(NAD 83)
 OR0532
 OR0532                          SUPERSEDED SURVEY CONTROL
 OR0532
 OR0532  NGVD 29 (??/??/92)  659.278  (m)         2162.98   (f) ADJ UNCH    2 0
 OR0532
 OR0532.Superseded values are not recommended for survey control.
 OR0532
 OR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0532.See file dsdata.pdf to determine how the superseded data were derived.
 OR0532
 OR0532_MARKER: DB = BENCH MARK DISK
 OR0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0532_STAMPING: Y 138 1934
 OR0532_MARK LOGO: CGS
 OR0532_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0532+STABILITY: SURFACE MOTION
 OR0532
 OR0532  HISTORY     - Date     Condition        Report By
 OR0532  HISTORY     - 1934     MONUMENTED       CGS
 OR0532  HISTORY     - 1946     GOOD             CGS
 OR0532  HISTORY     - 19931005 MARK NOT FOUND   NGS
 OR0532
 OR0532                          STATION DESCRIPTION
 OR0532
 OR0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0532'AT GREGORY.
 OR0532'AT GREGORY, GREGORY COUNTY, ABOUT 0.2 MILE EAST OF THE
 OR0532'CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT 70 YARDS
 OR0532'EAST OF THE EAST END OF A SIDETRACK, 27.3 FEET NORTH OF THE
 OR0532'NORTH RAIL, 25.5 FEET WEST OF THE RIGHT-OF-WAY CORNER FENCE POST,
 OR0532'1.5 FEET NORTH OF THE FENCE, AND 0.5 FOOT SOUTH OF A WHITE
 OR0532'REFERENCE POST.  A STANDARD DISK, STAMPED Y 138 1934 AND
 OR0532'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OR0532'ABOVE GROUND.
 OR0532
 OR0532                          STATION RECOVERY (1946)
 OR0532
 OR0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OR0532'RECOVERED IN GOOD CONDITION.
 OR0532
 OR0532                          STATION RECOVERY (1993)
 OR0532
 OR0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OR0532'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0009 ***********************************************************************
 PT0009  DESIGNATION -  Y 14
 PT0009  PID         -  PT0009
 PT0009  STATE/COUNTY-  SD/SULLY
 PT0009  COUNTRY     -  US
 PT0009  USGS QUAD   -  ONIDA (2017)
 PT0009
 PT0009                         *CURRENT SURVEY CONTROL
 PT0009  ______________________________________________________________________
 PT0009* NAD 83(1986) POSITION- 44 43 19.     (N) 100 04 20.     (W)   SCALED
 PT0009* NAVD 88 ORTHO HEIGHT -   565.320 (meters)     1854.72  (feet) ADJUSTED
 PT0009  ______________________________________________________________________
 PT0009  GEOID HEIGHT    -        -22.992 (meters)                     GEOID18
 PT0009  DYNAMIC HEIGHT  -        565.219 (meters)     1854.39  (feet) COMP
 PT0009  MODELED GRAVITY -    980,420.0   (mgal)                       NAVD 88
 PT0009
 PT0009  VERT ORDER      -  FIRST     CLASS II
 PT0009
 PT0009.The horizontal coordinates were scaled from a map and have
 PT0009.an estimated accuracy of +/- 6 seconds.
 PT0009
 PT0009.The orthometric height was determined by differential leveling and
 PT0009.adjusted by the NATIONAL GEODETIC SURVEY
 PT0009.in June 1991.
 PT0009
 PT0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0009.GEOID18 height accuracy estimate available here.
 PT0009
 PT0009.Click photographs - Photos may exist for this station.
 PT0009
 PT0009.The dynamic height is computed by dividing the NAVD 88
 PT0009.geopotential number by the normal gravity value computed on the
 PT0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0009.degrees latitude (g = 980.6199 gals.).
 PT0009
 PT0009.The modeled gravity was interpolated from observed gravity values.
 PT0009
 PT0009;                    North         East    Units  Estimated Accuracy
 PT0009;SPC SD N     -    98,750.      594,280.      MT  (+/- 180 meters Scaled)
 PT0009
 PT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ150526(NAD 83)
 PT0009
 PT0009                          SUPERSEDED SURVEY CONTROL
 PT0009
 PT0009  NGVD 29 (??/??/92)  564.951  (m)         1853.51   (f) ADJ UNCH    1 2
 PT0009
 PT0009.Superseded values are not recommended for survey control.
 PT0009
 PT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0009.See file dsdata.pdf to determine how the superseded data were derived.
 PT0009
 PT0009_MARKER: DB = BENCH MARK DISK
 PT0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0009_STAMPING: 1853.510 Y 14 1926
 PT0009_MARK LOGO: CGS
 PT0009_PROJECTION: FLUSH
 PT0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0009+STABILITY: SURFACE MOTION
 PT0009
 PT0009  HISTORY     - Date     Condition        Report By
 PT0009  HISTORY     - 1926     MONUMENTED       CGS
 PT0009  HISTORY     - 1964     GOOD             USGS
 PT0009
 PT0009                          STATION DESCRIPTION
 PT0009
 PT0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0009'1.2 MI N FROM ONIDA.
 PT0009'1-1/4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0009'FROM ONIDA, SULLY COUNTY, AT THE CROSSING OF A SECTION-LINE
 PT0009'ROAD, 43 FEET EAST OF THE CENTER LINE OF THE TRACK, 34 FEET
 PT0009'NORTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF
 PT0009'POLES, AND 7 FEET SOUTH OF THE FIRST POLE NORTH OF THE ROAD.
 PT0009'A STANDARD DISK, STAMPED 1853.510 Y 14 1926 AND SET IN THE
 PT0009'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NEAR THE
 PT0009'1/4 COR. BETWEEN SECS. 2 AND 35 TS 114 AND 115 N., R.77 W.
 PT0009
 PT0009                          STATION RECOVERY (1964)
 PT0009
 PT0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0469 ***********************************************************************
 OR0469  DESIGNATION -  Y 140
 OR0469  PID         -  OR0469
 OR0469  STATE/COUNTY-  SD/LYMAN
 OR0469  COUNTRY     -  US
 OR0469  USGS QUAD   -  IONA (2017)
 OR0469
 OR0469                         *CURRENT SURVEY CONTROL
 OR0469  ______________________________________________________________________
 OR0469* NAD 83(1986) POSITION- 43 36 37.     (N) 099 26 11.     (W)   SCALED
 OR0469* NAVD 88 ORTHO HEIGHT -   534.967 (meters)     1755.14  (feet) ADJUSTED
 OR0469  ______________________________________________________________________
 OR0469  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 OR0469  DYNAMIC HEIGHT  -        534.805 (meters)     1754.61  (feet) COMP
 OR0469  MODELED GRAVITY -    980,299.9   (mgal)                       NAVD 88
 OR0469
 OR0469  VERT ORDER      -  SECOND    CLASS 0
 OR0469
 OR0469.The horizontal coordinates were scaled from a map and have
 OR0469.an estimated accuracy of +/- 6 seconds.
 OR0469
 OR0469.The orthometric height was determined by differential leveling and
 OR0469.adjusted by the NATIONAL GEODETIC SURVEY
 OR0469.in June 1991.
 OR0469
 OR0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0469.GEOID18 height accuracy estimate available here.
 OR0469
 OR0469.Click photographs - Photos may exist for this station.
 OR0469
 OR0469.The dynamic height is computed by dividing the NAVD 88
 OR0469.geopotential number by the normal gravity value computed on the
 OR0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0469.degrees latitude (g = 980.6199 gals.).
 OR0469
 OR0469.The modeled gravity was interpolated from observed gravity values.
 OR0469
 OR0469;                    North         East    Units  Estimated Accuracy
 OR0469;SPC SD S     -   142,250.      672,400.      MT  (+/- 180 meters Scaled)
 OR0469
 OR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP647286(NAD 83)
 OR0469
 OR0469                          SUPERSEDED SURVEY CONTROL
 OR0469
 OR0469  NGVD 29 (??/??/92)  534.634  (m)         1754.05   (f) ADJ UNCH    2 0
 OR0469
 OR0469.Superseded values are not recommended for survey control.
 OR0469
 OR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0469.See file dsdata.pdf to determine how the superseded data were derived.
 OR0469
 OR0469_MARKER: DB = BENCH MARK DISK
 OR0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0469_STAMPING: Y 140 1934
 OR0469_MARK LOGO: CGS
 OR0469_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0469+STABILITY: SURFACE MOTION
 OR0469
 OR0469  HISTORY     - Date     Condition        Report By
 OR0469  HISTORY     - 1934     MONUMENTED       CGS
 OR0469  HISTORY     - 1945     GOOD             CGS
 OR0469
 OR0469                          STATION DESCRIPTION
 OR0469
 OR0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0469'4.8 MI N FROM IONA.
 OR0469'4.8 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0469'IONA, LYMAN COUNTY, 0.4 MILE NORTH OF A SCHOOLHOUSE EAST OF
 OR0469'THE HIGHWAY, AT THE TOP OF A LONG HILL RISING FROM THE NORTH,
 OR0469'AND 56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OR0469'DISK, STAMPED Y 140 1934 AND SET IN THE TOP OF A CONCRETE POST
 OR0469'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0959 ***********************************************************************
 OR0959  DESIGNATION -  Y 141 RESET
 OR0959  PID         -  OR0959
 OR0959  STATE/COUNTY-  SD/TRIPP
 OR0959  COUNTRY     -  US
 OR0959  USGS QUAD   -  WEWELA (2017)
 OR0959
 OR0959                         *CURRENT SURVEY CONTROL
 OR0959  ______________________________________________________________________
 OR0959* NAD 83(1986) POSITION- 43 02 22.     (N) 099 46 44.     (W)   SCALED
 OR0959* NAVD 88 ORTHO HEIGHT -   669.96  (meters)     2198.0   (feet) RESET
 OR0959  ______________________________________________________________________
 OR0959  GEOID HEIGHT    -        -24.332 (meters)                     GEOID18
 OR0959  VERT ORDER      -  THIRD
 OR0959
 OR0959.The horizontal coordinates were scaled from a map and have
 OR0959.an estimated accuracy of +/- 6 seconds.
 OR0959
 OR0959.The orthometric height was computed from unverified reset data.
 OR0959
 OR0959.No vertical observational check was made to the station.
 OR0959
 OR0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0959.GEOID18 height accuracy estimate available here.
 OR0959
 OR0959.Click photographs - Photos may exist for this station.
 OR0959
 OR0959;                    North         East    Units  Estimated Accuracy
 OR0959;SPC SD S     -    78,590.      645,180.      MT  (+/- 180 meters Scaled)
 OR0959
 OR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN365654(NAD 83)
 OR0959
 OR0959                          SUPERSEDED SURVEY CONTROL
 OR0959
 OR0959.No superseded survey control is available for this station.
 OR0959
 OR0959_MARKER: DV = VERTICAL CONTROL DISK
 OR0959_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0959_STAMPING: Y 141 RESET 1986
 OR0959_MARK LOGO: NGS
 OR0959_PROJECTION: FLUSH
 OR0959_MAGNETIC: N = NO MAGNETIC MATERIAL
 OR0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0959
 OR0959  HISTORY     - Date     Condition        Report By
 OR0959  HISTORY     - 1986     MONUMENTED       NGS
 OR0959
 OR0959                          STATION DESCRIPTION
 OR0959
 OR0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 OR0959'27.2 KM (16.90 MI) SOUTH ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 OR0959'WITH U.S. HIGHWAY 18, 1.5 KM (0.95 MI) NORTH FROM THE KEYA PAHA
 OR0959'RIVER BRIDGE, 19.51 METERS (64 FT) WEST FROM THE CENTER OF 183,
 OR0959'20.12 METERS (66 FT) SOUTH FROM A FIELD ENTRANCE ROAD WEST, 0.76
 OR0959'METER (2.5 FT) EAST FROM A FENCE AND IN LINE WITH A FENCE WEST,
 OR0959'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. 0.3
 OR0959'METERS (1 FT) EAST FROM A WITNESS POST, 1.9 KM (1.20 MI) SOUTH OF
 OR0959'BENCH MARK V 323 RESET 1986.
 OR0959'+2.685 FEET
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0076 ***********************************************************************
 OR0076  DESIGNATION -  Y 143
 OR0076  PID         -  OR0076
 OR0076  STATE/COUNTY-  SD/DOUGLAS
 OR0076  COUNTRY     -  US
 OR0076  USGS QUAD   -  ARMOUR (2017)
 OR0076
 OR0076                         *CURRENT SURVEY CONTROL
 OR0076  ______________________________________________________________________
 OR0076* NAD 83(1986) POSITION- 43 19 02.     (N) 098 21 51.     (W)   SCALED
 OR0076* NAVD 88 ORTHO HEIGHT -   469.051 (meters)     1538.88  (feet) ADJUSTED
 OR0076  ______________________________________________________________________
 OR0076  GEOID HEIGHT    -        -26.632 (meters)                     GEOID18
 OR0076  DYNAMIC HEIGHT  -        468.901 (meters)     1538.39  (feet) COMP
 OR0076  MODELED GRAVITY -    980,286.3   (mgal)                       NAVD 88
 OR0076
 OR0076  VERT ORDER      -  SECOND    CLASS 0
 OR0076
 OR0076.The horizontal coordinates were scaled from a map and have
 OR0076.an estimated accuracy of +/- 6 seconds.
 OR0076
 OR0076.The orthometric height was determined by differential leveling and
 OR0076.adjusted by the NATIONAL GEODETIC SURVEY
 OR0076.in June 1991.
 OR0076
 OR0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0076.GEOID18 height accuracy estimate available here.
 OR0076
 OR0076.Click photographs - Photos may exist for this station.
 OR0076
 OR0076.The dynamic height is computed by dividing the NAVD 88
 OR0076.geopotential number by the normal gravity value computed on the
 OR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0076.degrees latitude (g = 980.6199 gals.).
 OR0076
 OR0076.The modeled gravity was interpolated from observed gravity values.
 OR0076
 OR0076;                    North         East    Units  Estimated Accuracy
 OR0076;SPC SD S     -   111,190.      759,710.      MT  (+/- 180 meters Scaled)
 OR0076
 OR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN515962(NAD 83)
 OR0076
 OR0076                          SUPERSEDED SURVEY CONTROL
 OR0076
 OR0076  NGVD 29 (??/??/92)  468.733  (m)         1537.83   (f) ADJ UNCH    2 0
 OR0076
 OR0076.Superseded values are not recommended for survey control.
 OR0076
 OR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0076.See file dsdata.pdf to determine how the superseded data were derived.
 OR0076
 OR0076_MARKER: DB = BENCH MARK DISK
 OR0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0076_STAMPING: Y 143 1934
 OR0076_MARK LOGO: CGS
 OR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0076+STABILITY: SURFACE MOTION
 OR0076
 OR0076  HISTORY     - Date     Condition        Report By
 OR0076  HISTORY     - 1934     MONUMENTED       CGS
 OR0076
 OR0076                          STATION DESCRIPTION
 OR0076
 OR0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0076'1.2 MI NW FROM ARMOUR.
 OR0076'ABOUT 1.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0076'AND PACIFIC RAILROAD FROM THE COUNTY COURTHOUSE AT ARMOUR,
 OR0076'DOUGLAS COUNTY, AT A SECTION-ROAD CROSSING, 61 FEET SOUTHEAST
 OR0076'OF THE CENTER LINE OF THE ROAD, 46 FEET SOUTHWEST OF THE SOUTH
 OR0076'RAIL, AND 25 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 OR0076'STANDARD DISK, STAMPED Y 143 1934 AND SET IN THE TOP OF A
 OR0076'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0090 ***********************************************************************
 OR0090  DESIGNATION -  Y 144
 OR0090  PID         -  OR0090
 OR0090  STATE/COUNTY-  SD/DOUGLAS
 OR0090  COUNTRY     -  US
 OR0090  USGS QUAD   -  DELMONT SE (2017)
 OR0090
 OR0090                         *CURRENT SURVEY CONTROL
 OR0090  ______________________________________________________________________
 OR0090* NAD 83(1986) POSITION- 43 15 38.     (N) 098 07 10.     (W)   SCALED
 OR0090* NAVD 88 ORTHO HEIGHT -   453.679 (meters)     1488.45  (feet) ADJUSTED
 OR0090  ______________________________________________________________________
 OR0090  GEOID HEIGHT    -        -26.621 (meters)                     GEOID18
 OR0090  DYNAMIC HEIGHT  -        453.531 (meters)     1487.96  (feet) COMP
 OR0090  MODELED GRAVITY -    980,280.2   (mgal)                       NAVD 88
 OR0090
 OR0090  VERT ORDER      -  SECOND    CLASS 0
 OR0090
 OR0090.The horizontal coordinates were scaled from a map and have
 OR0090.an estimated accuracy of +/- 6 seconds.
 OR0090
 OR0090.The orthometric height was determined by differential leveling and
 OR0090.adjusted by the NATIONAL GEODETIC SURVEY
 OR0090.in June 1991.
 OR0090
 OR0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0090.GEOID18 height accuracy estimate available here.
 OR0090
 OR0090.Click photographs - Photos may exist for this station.
 OR0090
 OR0090.The dynamic height is computed by dividing the NAVD 88
 OR0090.geopotential number by the normal gravity value computed on the
 OR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0090.degrees latitude (g = 980.6199 gals.).
 OR0090
 OR0090.The modeled gravity was interpolated from observed gravity values.
 OR0090
 OR0090;                    North         East    Units  Estimated Accuracy
 OR0090;SPC SD S     -   105,400.      779,720.      MT  (+/- 180 meters Scaled)
 OR0090
 OR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN714901(NAD 83)
 OR0090
 OR0090                          SUPERSEDED SURVEY CONTROL
 OR0090
 OR0090  NGVD 29 (??/??/92)  453.369  (m)         1487.43   (f) ADJ UNCH    2 0
 OR0090
 OR0090.Superseded values are not recommended for survey control.
 OR0090
 OR0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0090.See file dsdata.pdf to determine how the superseded data were derived.
 OR0090
 OR0090_MARKER: DB = BENCH MARK DISK
 OR0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0090_STAMPING: Y 144 1934
 OR0090_MARK LOGO: CGS
 OR0090_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0090+STABILITY: SURFACE MOTION
 OR0090
 OR0090  HISTORY     - Date     Condition        Report By
 OR0090  HISTORY     - 1934     MONUMENTED       CGS
 OR0090
 OR0090                          STATION DESCRIPTION
 OR0090
 OR0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0090'2.3 MI SE FROM DELMONT.
 OR0090'2.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0090'PACIFIC RAILROAD FROM THE STATION AT DELMONT, DOUGLAS COUNTY,
 OR0090'185 YARDS NORTHWEST OF THE NORTHWEST END OF A SMALL WODEN TRESTLE,
 OR0090'SOUTHWEST OF THE DELMONT GOLF LINKS, 46.6 FEET NORTHEAST OF THE
 OR0090'NORTHEAST RAIL, AND 2.1 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 OR0090'A STANDARD DISK, STAMPED Y 144 1934 AND SET IN THE TOP OF A
 OR0090'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0484 ***********************************************************************
 OQ0484  DESIGNATION -  Y 145
 OQ0484  PID         -  OQ0484
 OQ0484  STATE/COUNTY-  SD/YANKTON
 OQ0484  COUNTRY     -  US
 OQ0484  USGS QUAD   -  LESTERVILLE (2017)
 OQ0484
 OQ0484                         *CURRENT SURVEY CONTROL
 OQ0484  ______________________________________________________________________
 OQ0484* NAD 83(1986) POSITION- 43 02 12.     (N) 097 35 31.     (W)   SCALED
 OQ0484* NAVD 88 ORTHO HEIGHT -   420.892 (meters)     1380.88  (feet) ADJUSTED
 OQ0484  ______________________________________________________________________
 OQ0484  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 OQ0484  DYNAMIC HEIGHT  -        420.764 (meters)     1380.46  (feet) COMP
 OQ0484  MODELED GRAVITY -    980,304.7   (mgal)                       NAVD 88
 OQ0484
 OQ0484  VERT ORDER      -  SECOND    CLASS 0
 OQ0484
 OQ0484.The horizontal coordinates were scaled from a map and have
 OQ0484.an estimated accuracy of +/- 6 seconds.
 OQ0484
 OQ0484.The orthometric height was determined by differential leveling and
 OQ0484.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0484.in June 1991.
 OQ0484
 OQ0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0484.GEOID18 height accuracy estimate available here.
 OQ0484
 OQ0484.Click photographs - Photos may exist for this station.
 OQ0484
 OQ0484.The dynamic height is computed by dividing the NAVD 88
 OQ0484.geopotential number by the normal gravity value computed on the
 OQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0484.degrees latitude (g = 980.6199 gals.).
 OQ0484
 OQ0484.The modeled gravity was interpolated from observed gravity values.
 OQ0484
 OQ0484;                    North         East    Units  Estimated Accuracy
 OQ0484;SPC SD S     -    81,820.      823,350.      MT  (+/- 180 meters Scaled)
 OQ0484
 OQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN147658(NAD 83)
 OQ0484
 OQ0484                          SUPERSEDED SURVEY CONTROL
 OQ0484
 OQ0484  NGVD 29 (??/??/92)  420.661  (m)         1380.12   (f) ADJ UNCH    2 0
 OQ0484
 OQ0484.Superseded values are not recommended for survey control.
 OQ0484
 OQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0484.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0484
 OQ0484_MARKER: DB = BENCH MARK DISK
 OQ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0484_STAMPING: Y 145 1934
 OQ0484_MARK LOGO: CGS
 OQ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0484+STABILITY: SURFACE MOTION
 OQ0484
 OQ0484  HISTORY     - Date     Condition        Report By
 OQ0484  HISTORY     - 1934     MONUMENTED       CGS
 OQ0484  HISTORY     - 1974     GOOD             USGS
 OQ0484  HISTORY     - 20071007 MARK NOT FOUND   WAPA
 OQ0484
 OQ0484                          STATION DESCRIPTION
 OQ0484
 OQ0484'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 OQ0484'AT LESTERVILLE.
 OQ0484'AT LESTERVILLE, T 95 N, R 57 W, IN THE NW 1/4 OF SECTION 21,
 OQ0484'ABOUT 500 FEET SE OF THE GRAIN ELEVATOR, 38.4 FEET SOUTH OF
 OQ0484'THE SOUTH RAIL, 8.5 FEET EAST OF THE SECOND POLE EAST OF A
 OQ0484'PRIVATE DRIVE CROSSING THE TRACK, 7 FEET NORTH OF A FENCE, 1
 OQ0484'FOOT NORTH OF A WITNESS POST, IN A CONCRETE POST A STD DISK
 OQ0484'STAMPED Y 145 1934.
 OQ0484
 OQ0484                          STATION RECOVERY (2007)
 OQ0484
 OQ0484'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 OQ0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0514 ***********************************************************************
 OQ0514  DESIGNATION -  Y 146
 OQ0514  PID         -  OQ0514
 OQ0514  STATE/COUNTY-  SD/DAVISON
 OQ0514  COUNTRY     -  US
 OQ0514  USGS QUAD   -  ETHAN (2017)
 OQ0514
 OQ0514                         *CURRENT SURVEY CONTROL
 OQ0514  ______________________________________________________________________
 OQ0514* NAD 83(1986) POSITION- 43 34 18.     (N) 097 59 27.     (W)   SCALED
 OQ0514* NAVD 88 ORTHO HEIGHT -   405.951 (meters)     1331.86  (feet) ADJUSTED
 OQ0514  ______________________________________________________________________
 OQ0514  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 OQ0514  DYNAMIC HEIGHT  -        405.839 (meters)     1331.49  (feet) COMP
 OQ0514  MODELED GRAVITY -    980,333.2   (mgal)                       NAVD 88
 OQ0514
 OQ0514  VERT ORDER      -  SECOND    CLASS 0
 OQ0514
 OQ0514.The horizontal coordinates were scaled from a map and have
 OQ0514.an estimated accuracy of +/- 6 seconds.
 OQ0514
 OQ0514.The orthometric height was determined by differential leveling and
 OQ0514.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0514.in June 1991.
 OQ0514
 OQ0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0514.GEOID18 height accuracy estimate available here.
 OQ0514
 OQ0514.Click photographs - Photos may exist for this station.
 OQ0514
 OQ0514.The dynamic height is computed by dividing the NAVD 88
 OQ0514.geopotential number by the normal gravity value computed on the
 OQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0514.degrees latitude (g = 980.6199 gals.).
 OQ0514
 OQ0514.The modeled gravity was interpolated from observed gravity values.
 OQ0514
 OQ0514;                    North         East    Units  Estimated Accuracy
 OQ0514;SPC SD S     -   140,240.      789,190.      MT  (+/- 180 meters Scaled)
 OQ0514
 OQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP814247(NAD 83)
 OQ0514
 OQ0514                          SUPERSEDED SURVEY CONTROL
 OQ0514
 OQ0514  NGVD 29 (??/??/92)  405.652  (m)         1330.88   (f) ADJ UNCH    2 0
 OQ0514
 OQ0514.Superseded values are not recommended for survey control.
 OQ0514
 OQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0514.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0514
 OQ0514_MARKER: DB = BENCH MARK DISK
 OQ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0514_STAMPING: Y 146 1934
 OQ0514_MARK LOGO: CGS
 OQ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0514+STABILITY: SURFACE MOTION
 OQ0514
 OQ0514  HISTORY     - Date     Condition        Report By
 OQ0514  HISTORY     - 1934     MONUMENTED       CGS
 OQ0514  HISTORY     - 1959     MARK NOT FOUND   CGS
 OQ0514
 OQ0514                          STATION DESCRIPTION
 OQ0514
 OQ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0514'1.6 MI N FROM ETHAN.
 OQ0514'1.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0514'PACIFIC RAILROAD FROM THE STATION AT ETHAN, DAVISON COUNTY,
 OQ0514'ABOUT 44 YARDS NORTHWEST OF A SWITCH, ABOUT 1 MILE NORTH OF
 OQ0514'THE JUNCTION WITH STATE HIGHWAY 37, 80 FEET NORTH OF THE CENTER
 OQ0514'LINE OF A SECTION CROSS ROAD, 47.0 FEET WEST OF THE WEST RAIL
 OQ0514'OF THE MAIN TRACK, 23 FEET WEST OF THE WEST RAIL OF A SIDE TRACK,
 OQ0514'AND 1.2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OQ0514'STAMPED Y 146 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OQ0514
 OQ0514                          STATION RECOVERY (1959)
 OQ0514
 OQ0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OQ0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0413 ***********************************************************************
 OQ0413  DESIGNATION -  Y 147
 OQ0413  PID         -  OQ0413
 OQ0413  STATE/COUNTY-  SD/TURNER
 OQ0413  COUNTRY     -  US
 OQ0413  USGS QUAD   -  HURLEY (2017)
 OQ0413
 OQ0413                         *CURRENT SURVEY CONTROL
 OQ0413  ______________________________________________________________________
 OQ0413* NAD 83(1986) POSITION- 43 21 31.     (N) 097 06 23.     (W)   SCALED
 OQ0413* NAVD 88 ORTHO HEIGHT -   403.624 (meters)     1324.22  (feet) ADJUSTED
 OQ0413  ______________________________________________________________________
 OQ0413  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 OQ0413  DYNAMIC HEIGHT  -        403.515 (meters)     1323.87  (feet) COMP
 OQ0413  MODELED GRAVITY -    980,339.7   (mgal)                       NAVD 88
 OQ0413
 OQ0413  VERT ORDER      -  SECOND    CLASS 0
 OQ0413
 OQ0413.The horizontal coordinates were scaled from a map and have
 OQ0413.an estimated accuracy of +/- 6 seconds.
 OQ0413
 OQ0413.The orthometric height was determined by differential leveling and
 OQ0413.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0413.in June 1991.
 OQ0413
 OQ0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0413.GEOID18 height accuracy estimate available here.
 OQ0413
 OQ0413.Click photographs - Photos may exist for this station.
 OQ0413
 OQ0413.The dynamic height is computed by dividing the NAVD 88
 OQ0413.geopotential number by the normal gravity value computed on the
 OQ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0413.degrees latitude (g = 980.6199 gals.).
 OQ0413
 OQ0413.The modeled gravity was interpolated from observed gravity values.
 OQ0413
 OQ0413;                    North         East    Units  Estimated Accuracy
 OQ0413;SPC SD S     -   118,980.      861,510.      MT  (+/- 180 meters Scaled)
 OQ0413
 OQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP534023(NAD 83)
 OQ0413
 OQ0413                          SUPERSEDED SURVEY CONTROL
 OQ0413
 OQ0413  NGVD 29 (??/??/92)  403.375  (m)         1323.41   (f) ADJ UNCH    2 0
 OQ0413
 OQ0413.Superseded values are not recommended for survey control.
 OQ0413
 OQ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0413.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0413
 OQ0413_MARKER: DB = BENCH MARK DISK
 OQ0413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0413_STAMPING: Y 147 1934
 OQ0413_MARK LOGO: CGS
 OQ0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0413
 OQ0413  HISTORY     - Date     Condition        Report By
 OQ0413  HISTORY     - 1934     MONUMENTED       CGS
 OQ0413  HISTORY     - 1940     GOOD             CGS
 OQ0413
 OQ0413                          STATION DESCRIPTION
 OQ0413
 OQ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0413'3.4 MI SE FROM PARKER.
 OQ0413'3.4 MILES SOUTHEAST OF THE RAILROAD STATION AT PARKER, ALONG C.
 OQ0413'AND N.W. RR., AT SECTION LINE ROAD, 46.0 FEET NORTHEAST OF THE
 OQ0413'NORTHEAST RAIL, 64.5 FEET NORTHWEST OF THE CENTER OF SECTION LINE
 OQ0413'ROAD, 57.7 FEET SOUTHEAST OF MILE POST 46, 0.5 FEET NORTH OF
 OQ0413'WHITE MARKER POST, 3 INCHES ABOVE GROUND.  A STANDARD DISK IN
 OQ0413'PRE CAST POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0212 ***********************************************************************
 OQ0212  DESIGNATION -  Y 148
 OQ0212  PID         -  OQ0212
 OQ0212  STATE/COUNTY-  SD/UNION
 OQ0212  COUNTRY     -  US
 OQ0212  USGS QUAD   -  ALCESTER SE (2017)
 OQ0212
 OQ0212                         *CURRENT SURVEY CONTROL
 OQ0212  ______________________________________________________________________
 OQ0212* NAD 83(1986) POSITION- 43 00 25.     (N) 096 31 18.     (W)   SCALED
 OQ0212* NAVD 88 ORTHO HEIGHT -   361.239 (meters)     1185.17  (feet) ADJUSTED
 OQ0212  ______________________________________________________________________
 OQ0212  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 OQ0212  DYNAMIC HEIGHT  -        361.143 (meters)     1184.85  (feet) COMP
 OQ0212  MODELED GRAVITY -    980,344.3   (mgal)                       NAVD 88
 OQ0212
 OQ0212  VERT ORDER      -  SECOND    CLASS 0
 OQ0212
 OQ0212.The horizontal coordinates were scaled from a map and have
 OQ0212.an estimated accuracy of +/- 6 seconds.
 OQ0212
 OQ0212.The orthometric height was determined by differential leveling and
 OQ0212.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0212.in June 1991.
 OQ0212
 OQ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0212.GEOID18 height accuracy estimate available here.
 OQ0212
 OQ0212.Click photographs - Photos may exist for this station.
 OQ0212
 OQ0212.The dynamic height is computed by dividing the NAVD 88
 OQ0212.geopotential number by the normal gravity value computed on the
 OQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0212.degrees latitude (g = 980.6199 gals.).
 OQ0212
 OQ0212.The modeled gravity was interpolated from observed gravity values.
 OQ0212
 OQ0212;                    North         East    Units  Estimated Accuracy
 OQ0212;SPC SD S     -    81,960.      910,650.      MT  (+/- 180 meters Scaled)
 OQ0212
 OQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN019645(NAD 83)
 OQ0212
 OQ0212                          SUPERSEDED SURVEY CONTROL
 OQ0212
 OQ0212  NGVD 29 (??/??/92)  361.031  (m)         1184.48   (f) ADJ UNCH    2 0
 OQ0212
 OQ0212.Superseded values are not recommended for survey control.
 OQ0212
 OQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0212.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0212
 OQ0212_MARKER: DB = BENCH MARK DISK
 OQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0212_STAMPING: Y 148 1934
 OQ0212_MARK LOGO: CGS
 OQ0212_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0212+STABILITY: SURFACE MOTION
 OQ0212
 OQ0212  HISTORY     - Date     Condition        Report By
 OQ0212  HISTORY     - 1934     MONUMENTED       CGS
 OQ0212  HISTORY     - 1963     MARK NOT FOUND   USGS
 OQ0212
 OQ0212                          STATION DESCRIPTION
 OQ0212
 OQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0212'2.1 MI NW FROM HAWARDEN.
 OQ0212'IN UNION COUNTY, SOUTH DAKOTA, 2.1 MILES NORTHWEST ALONG THE
 OQ0212'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT HAWARDEN, SIOUX
 OQ0212'COUNTY, IOWA, 1.3 MILES NORTHWEST OF THE WEST END OF THE BRIDGE
 OQ0212'OVER BIG SIOUX RIVER, 0.1 MILE NORTHWEST OF MILEPOST 2, 75 YARDS
 OQ0212'SOUTHEAST OF THE CROSSING OF A SECTION LINE ROAD, 46.6 FEET
 OQ0212'SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.9 FEET NORTHEAST OF THE
 OQ0212'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED Y 148 1934 AND
 OQ0212'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OQ0212'NOTE-- HIGHWAY HAS BEEN RELOCATED.
 OQ0212
 OQ0212                          STATION RECOVERY (1963)
 OQ0212
 OQ0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OQ0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0445 ***********************************************************************
 OQ0445  DESIGNATION -  Y 149
 OQ0445  PID         -  OQ0445
 OQ0445  STATE/COUNTY-  SD/BON HOMME
 OQ0445  COUNTRY     -  US
 OQ0445  USGS QUAD   -  TRIPP SE (2017)
 OQ0445
 OQ0445                         *CURRENT SURVEY CONTROL
 OQ0445  ______________________________________________________________________
 OQ0445* NAD 83(1986) POSITION- 43 04 56.     (N) 097 46 52.     (W)   SCALED
 OQ0445* NAVD 88 ORTHO HEIGHT -   435.570 (meters)     1429.03  (feet) ADJUSTED
 OQ0445  ______________________________________________________________________
 OQ0445  GEOID HEIGHT    -        -26.099 (meters)                     GEOID18
 OQ0445  DYNAMIC HEIGHT  -        435.438 (meters)     1428.60  (feet) COMP
 OQ0445  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 OQ0445
 OQ0445  VERT ORDER      -  SECOND    CLASS 0
 OQ0445
 OQ0445.The horizontal coordinates were scaled from a map and have
 OQ0445.an estimated accuracy of +/- 6 seconds.
 OQ0445
 OQ0445.The orthometric height was determined by differential leveling and
 OQ0445.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0445.in June 1991.
 OQ0445
 OQ0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0445.GEOID18 height accuracy estimate available here.
 OQ0445
 OQ0445.Click photographs - Photos may exist for this station.
 OQ0445
 OQ0445.The dynamic height is computed by dividing the NAVD 88
 OQ0445.geopotential number by the normal gravity value computed on the
 OQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0445.degrees latitude (g = 980.6199 gals.).
 OQ0445
 OQ0445.The modeled gravity was interpolated from observed gravity values.
 OQ0445
 OQ0445;                    North         East    Units  Estimated Accuracy
 OQ0445;SPC SD S     -    86,390.      807,790.      MT  (+/- 180 meters Scaled)
 OQ0445
 OQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN992706(NAD 83)
 OQ0445
 OQ0445                          SUPERSEDED SURVEY CONTROL
 OQ0445
 OQ0445  NGVD 29 (??/??/92)  435.317  (m)         1428.20   (f) ADJ UNCH    2 0
 OQ0445
 OQ0445.Superseded values are not recommended for survey control.
 OQ0445
 OQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0445.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0445
 OQ0445_MARKER: DB = BENCH MARK DISK
 OQ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0445_STAMPING: Y 149 1934
 OQ0445_MARK LOGO: CGS
 OQ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0445+STABILITY: SURFACE MOTION
 OQ0445
 OQ0445  HISTORY     - Date     Condition        Report By
 OQ0445  HISTORY     - 1934     MONUMENTED       CGS
 OQ0445  HISTORY     - 1940     GOOD             CGS
 OQ0445  HISTORY     - 1974     MARK NOT FOUND   USGS
 OQ0445
 OQ0445                          STATION DESCRIPTION
 OQ0445
 OQ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0445'0.7 MI N E FROM BLAHA.
 OQ0445'0.7 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0445'PACIFIC RAILROAD FROM THE STATION AT BLAHA, BON HOMME COUNTY,
 OQ0445'ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 36, AT A SECTION-LINE ROAD
 OQ0445'CROSSING, 189 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 46
 OQ0445'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2 FEET NORTHWEST OF THE
 OQ0445'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 149 1934 AND SET
 OQ0445'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 OQ0445'GROUND.
 OQ0445
 OQ0445                          STATION RECOVERY (1940)
 OQ0445
 OQ0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OQ0445'RECOVERED IN GOOD CONDITION.
 OQ0445
 OQ0445                          STATION RECOVERY (1974)
 OQ0445
 OQ0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OQ0445'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0277 ***********************************************************************
 QR0277  DESIGNATION -  Y 15
 QR0277  PID         -  QR0277
 QR0277  STATE/COUNTY-  SD/FAULK
 QR0277  COUNTRY     -  US
 QR0277  USGS QUAD   -  SENECA (2017)
 QR0277
 QR0277                         *CURRENT SURVEY CONTROL
 QR0277  ______________________________________________________________________
 QR0277* NAD 83(1986) POSITION- 45 03 35.     (N) 099 31 59.     (W)   SCALED
 QR0277* NAVD 88 ORTHO HEIGHT -   584.379 (meters)     1917.25  (feet) ADJUSTED
 QR0277  ______________________________________________________________________
 QR0277  GEOID HEIGHT    -        -22.847 (meters)                     GEOID18
 QR0277  DYNAMIC HEIGHT  -        584.298 (meters)     1916.98  (feet) COMP
 QR0277  MODELED GRAVITY -    980,458.9   (mgal)                       NAVD 88
 QR0277
 QR0277  VERT ORDER      -  FIRST     CLASS II
 QR0277
 QR0277.The horizontal coordinates were scaled from a map and have
 QR0277.an estimated accuracy of +/- 6 seconds.
 QR0277
 QR0277.The orthometric height was determined by differential leveling and
 QR0277.adjusted by the NATIONAL GEODETIC SURVEY
 QR0277.in July 1998.
 QR0277
 QR0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0277.GEOID18 height accuracy estimate available here.
 QR0277
 QR0277.Click photographs - Photos may exist for this station.
 QR0277
 QR0277.The dynamic height is computed by dividing the NAVD 88
 QR0277.geopotential number by the normal gravity value computed on the
 QR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0277.degrees latitude (g = 980.6199 gals.).
 QR0277
 QR0277.The modeled gravity was interpolated from observed gravity values.
 QR0277
 QR0277;                    North         East    Units  Estimated Accuracy
 QR0277;SPC SD N     -   136,390.      636,780.      MT  (+/- 180 meters Scaled)
 QR0277
 QR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ580897(NAD 83)
 QR0277
 QR0277                          SUPERSEDED SURVEY CONTROL
 QR0277
 QR0277  NAVD 88 (06/15/91)  584.359  (m)         1917.18   (f) SUPERSEDED  1 2
 QR0277  NGVD 29 (??/??/92)  583.995  (m)         1915.99   (f) ADJ UNCH    1 2
 QR0277
 QR0277.Superseded values are not recommended for survey control.
 QR0277
 QR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0277.See file dsdata.pdf to determine how the superseded data were derived.
 QR0277
 QR0277_MARKER: DB = BENCH MARK DISK
 QR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0277_STAMPING: Y 15 1926 1915.934
 QR0277_MARK LOGO: CGS
 QR0277_PROJECTION: RECESSED 50 CENTIMETERS
 QR0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0277+STABILITY: SURFACE MOTION
 QR0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0277+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 QR0277
 QR0277  HISTORY     - Date     Condition        Report By
 QR0277  HISTORY     - 1926     MONUMENTED       CGS
 QR0277  HISTORY     - 1973     GOOD             NGS
 QR0277  HISTORY     - 19960601 GOOD             NGS
 QR0277
 QR0277                          STATION DESCRIPTION
 QR0277
 QR0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QR0277'1 MI W FROM SENECA.
 QR0277'ABOUT 1.0 MILE WEST ALONG THE ABANDONED CHICAGO AND NORTHWESTERN
 QR0277'RAILWAY FROM THE MAIN STREET CROSSING IN SENECA, 0.2 MILE NORTH
 QR0277'OF U.S. HIGHWAY 212, 180 FEET WEST OF THE CENTER OF THE SECTION
 QR0277'LINE TRACK ROAD, 45 FEET NORTH OF THE CENTER OF THE ABANDONED
 QR0277'RAILWAY, 1.3 FEET WEST OF A METAL WITNESS POST AND SET IN THE TOP
 QR0277'OF A CONCRETE MONUMENT 1.0 FOOT BELOW GROUND SURFACE.
 QR0277
 QR0277                          STATION RECOVERY (1996)
 QR0277
 QR0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QR0277'32.6 KM (20.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 QR0277'OFFICE IN FAULKTON, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A TRACK
 QR0277'ROAD, 105.0 M (344.5 FT) WEST OF MILEPOST 247, 52.0 M (170.6 FT) WEST
 QR0277'OF THE ROAD CENTER, 13.8 M (45.3 FT) NORTH OF THE CENTER OF A RAILROAD
 QR0277'BED (TRACK REMOVED), 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND THE
 QR0277'MONUMENT IS RECESSED 0.5 M (1.6 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0393 ***********************************************************************
 OQ0393  DESIGNATION -  Y 150
 OQ0393  PID         -  OQ0393
 OQ0393  STATE/COUNTY-  SD/YANKTON
 OQ0393  COUNTRY     -  US
 OQ0393  USGS QUAD   -  IRENE (2017)
 OQ0393
 OQ0393                         *CURRENT SURVEY CONTROL
 OQ0393  ______________________________________________________________________
 OQ0393* NAD 83(1986) POSITION- 43 00 52.     (N) 097 11 16.     (W)   SCALED
 OQ0393* NAVD 88 ORTHO HEIGHT -   397.610 (meters)     1304.49  (feet) ADJUSTED
 OQ0393  ______________________________________________________________________
 OQ0393  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 OQ0393  DYNAMIC HEIGHT  -        397.497 (meters)     1304.12  (feet) COMP
 OQ0393  MODELED GRAVITY -    980,324.6   (mgal)                       NAVD 88
 OQ0393
 OQ0393  VERT ORDER      -  SECOND    CLASS 0
 OQ0393
 OQ0393.The horizontal coordinates were scaled from a map and have
 OQ0393.an estimated accuracy of +/- 6 seconds.
 OQ0393
 OQ0393.The orthometric height was determined by differential leveling and
 OQ0393.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0393.in June 1991.
 OQ0393
 OQ0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0393.GEOID18 height accuracy estimate available here.
 OQ0393
 OQ0393.Click photographs - Photos may exist for this station.
 OQ0393
 OQ0393.The dynamic height is computed by dividing the NAVD 88
 OQ0393.geopotential number by the normal gravity value computed on the
 OQ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0393.degrees latitude (g = 980.6199 gals.).
 OQ0393
 OQ0393.The modeled gravity was interpolated from observed gravity values.
 OQ0393
 OQ0393;                    North         East    Units  Estimated Accuracy
 OQ0393;SPC SD S     -    80,520.      856,360.      MT  (+/- 180 meters Scaled)
 OQ0393
 OQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN476640(NAD 83)
 OQ0393
 OQ0393                          SUPERSEDED SURVEY CONTROL
 OQ0393
 OQ0393  NGVD 29 (??/??/92)  397.394  (m)         1303.78   (f) ADJ UNCH    2 0
 OQ0393
 OQ0393.Superseded values are not recommended for survey control.
 OQ0393
 OQ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0393.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0393
 OQ0393_MARKER: DB = BENCH MARK DISK
 OQ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0393_STAMPING: Y 150 1934
 OQ0393_MARK LOGO: CGS
 OQ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0393+STABILITY: SURFACE MOTION
 OQ0393
 OQ0393  HISTORY     - Date     Condition        Report By
 OQ0393  HISTORY     - 1934     MONUMENTED       CGS
 OQ0393
 OQ0393                          STATION DESCRIPTION
 OQ0393
 OQ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0393'4.8 MI SW FROM IRENE.
 OQ0393'LOCATED 4.8 MILES SOUTHWEST OF STATION AT IRENE, ALONG GREAT
 OQ0393'NORTHERN RWY., 0.2 OF MILE NORTHWEST OF M.P. 192, 41 FEET SOUTH
 OQ0393'OF CENTERLINE OF A FARM ROAD CROSSING TRACKS-- 21.9 FEET WEST OF
 OQ0393'WEST RAIL.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 OQ0393'HIGH.  STAMPED Y-150--1934
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0762 ***********************************************************************
 NM0762  DESIGNATION -  Y 151
 NM0762  PID         -  NM0762
 NM0762  STATE/COUNTY-  SD/CLAY
 NM0762  COUNTRY     -  US
 NM0762  USGS QUAD   -  VERMILLION (2017)
 NM0762
 NM0762                         *CURRENT SURVEY CONTROL
 NM0762  ______________________________________________________________________
 NM0762* NAD 83(1986) POSITION- 42 45 49.     (N) 096 53 46.     (W)   SCALED
 NM0762* NAVD 88 ORTHO HEIGHT -   348.651 (meters)     1143.87  (feet) ADJUSTED
 NM0762  ______________________________________________________________________
 NM0762  GEOID HEIGHT    -        -25.566 (meters)                     GEOID18
 NM0762  DYNAMIC HEIGHT  -        348.549 (meters)     1143.53  (feet) COMP
 NM0762  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 NM0762
 NM0762  VERT ORDER      -  SECOND    CLASS 0
 NM0762
 NM0762.The horizontal coordinates were scaled from a map and have
 NM0762.an estimated accuracy of +/- 6 seconds.
 NM0762
 NM0762.The orthometric height was determined by differential leveling and
 NM0762.adjusted by the NATIONAL GEODETIC SURVEY
 NM0762.in June 1991.
 NM0762
 NM0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0762.GEOID18 height accuracy estimate available here.
 NM0762
 NM0762.Click photographs - Photos may exist for this station.
 NM0762
 NM0762.The dynamic height is computed by dividing the NAVD 88
 NM0762.geopotential number by the normal gravity value computed on the
 NM0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0762.degrees latitude (g = 980.6199 gals.).
 NM0762
 NM0762.The modeled gravity was interpolated from observed gravity values.
 NM0762
 NM0762;                    North         East    Units  Estimated Accuracy
 NM0762;SPC SD S     -    53,620.      881,270.      MT  (+/- 180 meters Scaled)
 NM0762
 NM0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN721367(NAD 83)
 NM0762
 NM0762                          SUPERSEDED SURVEY CONTROL
 NM0762
 NM0762  NGVD 29 (??/??/92)  348.470  (m)         1143.27   (f) ADJ UNCH    2 0
 NM0762
 NM0762.Superseded values are not recommended for survey control.
 NM0762
 NM0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0762.See file dsdata.pdf to determine how the superseded data were derived.
 NM0762
 NM0762_MARKER: DB = BENCH MARK DISK
 NM0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0762_STAMPING: Y 151 1934
 NM0762_MARK LOGO: CGS
 NM0762_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0762+STABILITY: SURFACE MOTION
 NM0762
 NM0762  HISTORY     - Date     Condition        Report By
 NM0762  HISTORY     - 1934     MONUMENTED       CGS
 NM0762
 NM0762                          STATION DESCRIPTION
 NM0762
 NM0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0762'2 MI SE FROM VERMILLION.
 NM0762'2.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0762'PACIFIC RAILROAD FROM THE STATION AT VERMILLION, CLAY COUNTY, 0.3
 NM0762'MILE NORTHWEST OF MILEPOST 123, 46.8 FEET SOUTHWEST OF THE
 NM0762'SOUTHWEST RAIL, 36.5 FEET NORTHWEST OF THE CENTER OF A GATE, AND
 NM0762'1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NM0762'STAMPED Y 151 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0762'PROJECTING 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0241 ***********************************************************************
 QR0241  DESIGNATION -  Y 16
 QR0241  PID         -  QR0241
 QR0241  STATE/COUNTY-  SD/EDMUNDS
 QR0241  COUNTRY     -  US
 QR0241  USGS QUAD   -  LOYALTON (2017)
 QR0241
 QR0241                         *CURRENT SURVEY CONTROL
 QR0241  ______________________________________________________________________
 QR0241* NAD 83(1986) POSITION- 45 17 07.     (N) 099 16 51.     (W)   SCALED
 QR0241* NAVD 88 ORTHO HEIGHT -   513.979 (meters)     1686.28  (feet) ADJUSTED
 QR0241  ______________________________________________________________________
 QR0241  GEOID HEIGHT    -        -23.271 (meters)                     GEOID18
 QR0241  DYNAMIC HEIGHT  -        513.923 (meters)     1686.10  (feet) COMP
 QR0241  MODELED GRAVITY -    980,490.2   (mgal)                       NAVD 88
 QR0241
 QR0241  VERT ORDER      -  FIRST     CLASS II
 QR0241
 QR0241.The horizontal coordinates were scaled from a map and have
 QR0241.an estimated accuracy of +/- 6 seconds.
 QR0241
 QR0241.The orthometric height was determined by differential leveling and
 QR0241.adjusted by the NATIONAL GEODETIC SURVEY
 QR0241.in June 1991.
 QR0241
 QR0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0241.GEOID18 height accuracy estimate available here.
 QR0241
 QR0241.Click photographs - Photos may exist for this station.
 QR0241
 QR0241.The dynamic height is computed by dividing the NAVD 88
 QR0241.geopotential number by the normal gravity value computed on the
 QR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0241.degrees latitude (g = 980.6199 gals.).
 QR0241
 QR0241.The modeled gravity was interpolated from observed gravity values.
 QR0241
 QR0241;                    North         East    Units  Estimated Accuracy
 QR0241;SPC SD N     -   161,600.      656,420.      MT  (+/- 180 meters Scaled)
 QR0241
 QR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR779146(NAD 83)
 QR0241
 QR0241                          SUPERSEDED SURVEY CONTROL
 QR0241
 QR0241  NGVD 29 (??/??/92)  513.621  (m)         1685.10   (f) ADJ UNCH    1 2
 QR0241
 QR0241.Superseded values are not recommended for survey control.
 QR0241
 QR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0241.See file dsdata.pdf to determine how the superseded data were derived.
 QR0241
 QR0241_MARKER: DB = BENCH MARK DISK
 QR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0241_STAMPING: 1685.105 Y 16 1926
 QR0241_MARK LOGO: CGS
 QR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0241+STABILITY: SURFACE MOTION
 QR0241
 QR0241  HISTORY     - Date     Condition        Report By
 QR0241  HISTORY     - 1926     MONUMENTED       CGS
 QR0241  HISTORY     - 1934     GOOD             CGS
 QR0241
 QR0241                          STATION DESCRIPTION
 QR0241
 QR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0241'AT LOYALTON.
 QR0241'AT LOYALTON, EDMUNDS COUNTY, ABOUT 230 YARDS SOUTH OF THE CHICAGO,
 QR0241'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 200 FEET
 QR0241'NORTH OF A FRAME HOUSE, 48 FEET SOUTHWEST OF THE CENTER LINE
 QR0241'OF THE TRACK, AND 4.5 FEET SOUTHEAST OF THE FOURTH POLE SOUTH
 QR0241'OF THE STATION.  A STANDARD DISK, STAMPED 1685.105 Y 16 1926 AND
 QR0241'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 QR0241'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0343 ***********************************************************************
 QR0343  DESIGNATION -  Y 17
 QR0343  PID         -  QR0343
 QR0343  STATE/COUNTY-  SD/MCPHERSON
 QR0343  COUNTRY     -  US
 QR0343  USGS QUAD   -  EUREKA WEST (2017)
 QR0343
 QR0343                         *CURRENT SURVEY CONTROL
 QR0343  ______________________________________________________________________
 QR0343* NAD 83(1986) POSITION- 45 48 42.     (N) 099 38 04.     (W)   SCALED
 QR0343* NAVD 88 ORTHO HEIGHT -   564.507 (meters)     1852.05  (feet) ADJUSTED
 QR0343  ______________________________________________________________________
 QR0343  GEOID HEIGHT    -        -22.737 (meters)                     GEOID18
 QR0343  DYNAMIC HEIGHT  -        564.463 (meters)     1851.91  (feet) COMP
 QR0343  MODELED GRAVITY -    980,521.0   (mgal)                       NAVD 88
 QR0343
 QR0343  VERT ORDER      -  FIRST     CLASS II
 QR0343
 QR0343.The horizontal coordinates were scaled from a map and have
 QR0343.an estimated accuracy of +/- 6 seconds.
 QR0343
 QR0343.The orthometric height was determined by differential leveling and
 QR0343.adjusted by the NATIONAL GEODETIC SURVEY
 QR0343.in June 1991.
 QR0343
 QR0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0343.GEOID18 height accuracy estimate available here.
 QR0343
 QR0343.Click photographs - Photos may exist for this station.
 QR0343
 QR0343.The dynamic height is computed by dividing the NAVD 88
 QR0343.geopotential number by the normal gravity value computed on the
 QR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0343.degrees latitude (g = 980.6199 gals.).
 QR0343
 QR0343.The modeled gravity was interpolated from observed gravity values.
 QR0343
 QR0343;                    North         East    Units  Estimated Accuracy
 QR0343;SPC SD N     -   219,910.      628,410.      MT  (+/- 180 meters Scaled)
 QR0343
 QR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR507733(NAD 83)
 QR0343
 QR0343                          SUPERSEDED SURVEY CONTROL
 QR0343
 QR0343  NGVD 29 (??/??/92)  564.106  (m)         1850.74   (f) ADJ UNCH    1 2
 QR0343
 QR0343.Superseded values are not recommended for survey control.
 QR0343
 QR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0343.See file dsdata.pdf to determine how the superseded data were derived.
 QR0343
 QR0343_MARKER: DB = BENCH MARK DISK
 QR0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0343_STAMPING: 1850.738 Y 17 1927
 QR0343_MARK LOGO: CGS
 QR0343_PROJECTION: PROJECTING 10 CENTIMETERS
 QR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0343+STABILITY: SURFACE MOTION
 QR0343
 QR0343  HISTORY     - Date     Condition        Report By
 QR0343  HISTORY     - 1927     MONUMENTED       CGS
 QR0343  HISTORY     - 1934     GOOD             CGS
 QR0343
 QR0343                          STATION DESCRIPTION
 QR0343
 QR0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0343'3 MI NW FROM EUREKA.
 QR0343'3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0343'AND PACIFIC RAILROAD FROM EUREKA, MC PHERSON COUNTY, 186 FEET
 QR0343'SOUTHEAST OF A ROAD CROSSING, 74 FEET EAST OF THE CENTER LINE
 QR0343'OF THE ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 QR0343'32 FEET SOUTHEAST OF THE FIRST POLE SOUTH OF THE CROSSING, IN
 QR0343'LINE WITH THE ROW OF POLES, AND 2-1/2 FEET HIGHER THAN THE
 QR0343'TRACK.  A STANDARD DISK, STAMPED 1850.738 Y 17 1927 AND SET IN
 QR0343'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 QR0343
 QR0343                          STATION RECOVERY (1934)
 QR0343
 QR0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1602 ***********************************************************************
 PU1602  DESIGNATION -  Y 176
 PU1602  PID         -  PU1602
 PU1602  STATE/COUNTY-  SD/LAWRENCE
 PU1602  COUNTRY     -  US
 PU1602  USGS QUAD   -  SPEARFISH (2017)
 PU1602
 PU1602                         *CURRENT SURVEY CONTROL
 PU1602  ______________________________________________________________________
 PU1602* NAD 83(1986) POSITION- 44 26 29.     (N) 103 52 19.     (W)   SCALED
 PU1602* NAVD 88 ORTHO HEIGHT -  1207.840 (meters)     3962.72  (feet) ADJUSTED
 PU1602  ______________________________________________________________________
 PU1602  GEOID HEIGHT    -        -14.127 (meters)                     GEOID18
 PU1602  DYNAMIC HEIGHT  -       1207.359 (meters)     3961.14  (feet) COMP
 PU1602  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 PU1602
 PU1602  VERT ORDER      -  SECOND    CLASS 0
 PU1602
 PU1602.The horizontal coordinates were scaled from a map and have
 PU1602.an estimated accuracy of +/- 6 seconds.
 PU1602
 PU1602.The orthometric height was determined by differential leveling and
 PU1602.adjusted by the NATIONAL GEODETIC SURVEY
 PU1602.in June 1991.
 PU1602
 PU1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1602.GEOID18 height accuracy estimate available here.
 PU1602
 PU1602.Click photographs - Photos may exist for this station.
 PU1602
 PU1602.The dynamic height is computed by dividing the NAVD 88
 PU1602.geopotential number by the normal gravity value computed on the
 PU1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1602.degrees latitude (g = 980.6199 gals.).
 PU1602
 PU1602.The modeled gravity was interpolated from observed gravity values.
 PU1602
 PU1602;                    North         East    Units  Estimated Accuracy
 PU1602;SPC SD N     -    74,940.      291,880.      MT  (+/- 180 meters Scaled)
 PU1602
 PU1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK897215(NAD 83)
 PU1602
 PU1602                          SUPERSEDED SURVEY CONTROL
 PU1602
 PU1602  NGVD 29 (??/??/92) 1207.216  (m)         3960.67   (f) ADJ UNCH    2 0
 PU1602
 PU1602.Superseded values are not recommended for survey control.
 PU1602
 PU1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1602.See file dsdata.pdf to determine how the superseded data were derived.
 PU1602
 PU1602_MARKER: DB = BENCH MARK DISK
 PU1602_SETTING: 66 = SET IN ROCK OUTCROP
 PU1602_STAMPING: Y 176 1934
 PU1602_MARK LOGO: CGS
 PU1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1602+STABILITY: POSITION/ELEVATION WELL
 PU1602
 PU1602  HISTORY     - Date     Condition        Report By
 PU1602  HISTORY     - 1934     MONUMENTED       CGS
 PU1602  HISTORY     - 1962     GOOD             CGS
 PU1602
 PU1602                          STATION DESCRIPTION
 PU1602
 PU1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1602'4.9 MI SE FROM SPEARFISH.
 PU1602'1 MILE SOUTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1602'SPEARFISH, THENCE 3.9 MILE SOUTH ALONG U.S. HIGHWAY 14A AND SET
 PU1602'VERTICAL IN THE WEST FACE OF A SANDSTONE CLIFF.  SET 148 FEET
 PU1602'EAST AND ACROSS A DRY CREEK FROM THE CENTERLINE OF THE HIGHWAY,
 PU1602'16 FEET EAST OF A ELM TREE WITH A TRIANGULAR BLAZE, 4.8 FEET
 PU1602'ABOVE THE GROUND, SET VERTICAL AND ABOUT 4 FEET ABOVE THE
 PU1602'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0545 ***********************************************************************
 OT0545  DESIGNATION -  Y 177
 OT0545  PID         -  OT0545
 OT0545  STATE/COUNTY-  SD/PENNINGTON
 OT0545  COUNTRY     -  US
 OT0545  USGS QUAD   -  MEDICINE MOUNTAIN (2017)
 OT0545
 OT0545                         *CURRENT SURVEY CONTROL
 OT0545  ______________________________________________________________________
 OT0545* NAD 83(1986) POSITION- 43 58 34.62   (N) 103 38 09.01   (W)   HD_HELD1
 OT0545* NAVD 88 ORTHO HEIGHT -  1670.348 (meters)     5480.13  (feet) ADJUSTED
 OT0545  ______________________________________________________________________
 OT0545  GEOID HEIGHT    -        -13.350 (meters)                     GEOID18
 OT0545  DYNAMIC HEIGHT  -       1669.577 (meters)     5477.60  (feet) COMP
 OT0545  MODELED GRAVITY -    980,096.2   (mgal)                       NAVD 88
 OT0545
 OT0545  VERT ORDER      -  SECOND    CLASS 0
 OT0545
 OT0545.The horizontal coordinates were determined by differentially corrected
 OT0545.hand held GPS observations or other comparable positioning techniques
 OT0545.and have an estimated accuracy of +/- 3 meters.
 OT0545
 OT0545.The orthometric height was determined by differential leveling and
 OT0545.adjusted by the NATIONAL GEODETIC SURVEY
 OT0545.in June 1991.
 OT0545
 OT0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0545.GEOID18 height accuracy estimate available here.
 OT0545
 OT0545.Click photographs - Photos may exist for this station.
 OT0545
 OT0545.The dynamic height is computed by dividing the NAVD 88
 OT0545.geopotential number by the normal gravity value computed on the
 OT0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0545.degrees latitude (g = 980.6199 gals.).
 OT0545
 OT0545.The modeled gravity was interpolated from observed gravity values.
 OT0545
 OT0545;                    North         East    Units  Estimated Accuracy
 OT0545;SPC SD S     -   187,787.1     335,102.7     MT  (+/- 3 meters HH1 GPS) 
 OT0545
 OT0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0941470143(NAD 83)
 OT0545
 OT0545                          SUPERSEDED SURVEY CONTROL
 OT0545
 OT0545  NGVD 29 (??/??/92) 1669.694  (m)         5477.99   (f) ADJ UNCH    2 0
 OT0545
 OT0545.Superseded values are not recommended for survey control.
 OT0545
 OT0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0545.See file dsdata.pdf to determine how the superseded data were derived.
 OT0545
 OT0545_MARKER: DB = BENCH MARK DISK
 OT0545_SETTING: 66 = SET IN ROCK OUTCROP
 OT0545_STAMPING: Y 177 1934
 OT0545_MARK LOGO: CGS
 OT0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0545+STABILITY: POSITION/ELEVATION WELL
 OT0545
 OT0545  HISTORY     - Date     Condition        Report By
 OT0545  HISTORY     - 1934     MONUMENTED       CGS
 OT0545
 OT0545                          STATION DESCRIPTION
 OT0545
 OT0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0545'5.8 MI NW FROM HILL CITY.
 OT0545'5.8 MILES NORTHWEST ALONG THE CHICAGO BURLINGTON AND QUINCY
 OT0545'RAILROAD FROM THE STATION AT HILL CITY, PENNINGTON COUNTY, ABOUT
 OT0545'0.2 MILE NORTHWEST OF MILEPOST 66, ABOUT 18 RAILS SOUTH OF BRIDGE
 OT0545'66.26, 7.7 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF A
 OT0545'ROCK OUTCROP, 1.7 FEET NORTHEAST OF THE FACE, AND ABOUT 3 FEET
 OT0545'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 177 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0357 ***********************************************************************
 OS0357  DESIGNATION -  Y 18
 OS0357  PID         -  OS0357
 OS0357  STATE/COUNTY-  SD/BENNETT
 OS0357  COUNTRY     -  US
 OS0357  USGS QUAD   -  DEADMANS LAKE (2017)
 OS0357
 OS0357                         *CURRENT SURVEY CONTROL
 OS0357  ______________________________________________________________________
 OS0357* NAD 83(1986) POSITION- 43 12 55.     (N) 101 30 49.     (W)   SCALED
 OS0357* NAVD 88 ORTHO HEIGHT -   917.409 (meters)     3009.87  (feet) ADJUSTED
 OS0357  ______________________________________________________________________
 OS0357  GEOID HEIGHT    -        -20.373 (meters)                     GEOID18
 OS0357  DYNAMIC HEIGHT  -        917.034 (meters)     3008.64  (feet) COMP
 OS0357  MODELED GRAVITY -    980,181.2   (mgal)                       NAVD 88
 OS0357
 OS0357  VERT ORDER      -  SECOND    CLASS 0
 OS0357
 OS0357.The horizontal coordinates were scaled from a map and have
 OS0357.an estimated accuracy of +/- 6 seconds.
 OS0357
 OS0357.The orthometric height was determined by differential leveling and
 OS0357.adjusted by the NATIONAL GEODETIC SURVEY
 OS0357.in June 1991.
 OS0357
 OS0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0357.GEOID18 height accuracy estimate available here.
 OS0357
 OS0357.Click photographs - Photos may exist for this station.
 OS0357
 OS0357.The dynamic height is computed by dividing the NAVD 88
 OS0357.geopotential number by the normal gravity value computed on the
 OS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0357.degrees latitude (g = 980.6199 gals.).
 OS0357
 OS0357.The modeled gravity was interpolated from observed gravity values.
 OS0357
 OS0357;                    North         East    Units  Estimated Accuracy
 OS0357;SPC SD S     -    98,660.      504,110.      MT  (+/- 180 meters Scaled)
 OS0357
 OS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN958877(NAD 83)
 OS0357
 OS0357                          SUPERSEDED SURVEY CONTROL
 OS0357
 OS0357  NGVD 29 (??/??/92)  916.962  (m)         3008.40   (f) ADJ UNCH    2 0
 OS0357
 OS0357.Superseded values are not recommended for survey control.
 OS0357
 OS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0357.See file dsdata.pdf to determine how the superseded data were derived.
 OS0357
 OS0357_MARKER: DB = BENCH MARK DISK
 OS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0357_STAMPING: Y 18 1934
 OS0357_MARK LOGO: CGS
 OS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0357+STABILITY: SURFACE MOTION
 OS0357
 OS0357  HISTORY     - Date     Condition        Report By
 OS0357  HISTORY     - 1934     MONUMENTED       CGS
 OS0357  HISTORY     - 1960     GOOD             CGS
 OS0357
 OS0357                          STATION DESCRIPTION
 OS0357
 OS0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0357'5 MI S FROM PATRICIA.
 OS0357'5.0 MILES SOUTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0357'COUNTY, AT THE JUNCTION WITH U.S. HIGHWAY 18, 36 FEET EAST OF A
 OS0357'NORTH-AND-SOUTH ROAD, 40 FEET SOUTH OF THE CENTERLINE OF U.S.
 OS0357'HIGHWAY 18, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 8 FEET
 OS0357'EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED Y
 OS0357'18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OS0357
 OS0357                          STATION RECOVERY (1960)
 OS0357
 OS0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 OS0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1526 ***********************************************************************
 PU1526  DESIGNATION -  Y 182
 PU1526  PID         -  PU1526
 PU1526  STATE/COUNTY-  SD/PENNINGTON
 PU1526  COUNTRY     -  US
 PU1526  USGS QUAD   -  PACTOLA DAM (2017)
 PU1526
 PU1526                         *CURRENT SURVEY CONTROL
 PU1526  ______________________________________________________________________
 PU1526* NAD 83(1986) POSITION- 44 04 30.95   (N) 103 27 55.43   (W)   HD_HELD1
 PU1526* NAVD 88 ORTHO HEIGHT -  1334.261 (meters)     4377.49  (feet) ADJUSTED
 PU1526  ______________________________________________________________________
 PU1526  GEOID HEIGHT    -        -14.345 (meters)                     GEOID18
 PU1526  DYNAMIC HEIGHT  -       1333.747 (meters)     4375.80  (feet) COMP
 PU1526  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 PU1526
 PU1526  VERT ORDER      -  SECOND    CLASS 0
 PU1526
 PU1526.The horizontal coordinates were determined by differentially corrected
 PU1526.hand held GPS observations or other comparable positioning techniques
 PU1526.and have an estimated accuracy of +/- 3 meters.
 PU1526
 PU1526.The orthometric height was determined by differential leveling and
 PU1526.adjusted by the NATIONAL GEODETIC SURVEY
 PU1526.in June 1991.
 PU1526
 PU1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1526.GEOID18 height accuracy estimate available here.
 PU1526
 PU1526.Click photographs - Photos may exist for this station.
 PU1526
 PU1526.The dynamic height is computed by dividing the NAVD 88
 PU1526.geopotential number by the normal gravity value computed on the
 PU1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1526.degrees latitude (g = 980.6199 gals.).
 PU1526
 PU1526.The modeled gravity was interpolated from observed gravity values.
 PU1526
 PU1526;                    North         East    Units  Estimated Accuracy
 PU1526;SPC SD S     -   198,247.0     349,181.7     MT  (+/- 3 meters HH1 GPS) 
 PU1526
 PU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2288081377(NAD 83)
 PU1526
 PU1526                          SUPERSEDED SURVEY CONTROL
 PU1526
 PU1526  NGVD 29 (??/??/92) 1333.718  (m)         4375.71   (f) ADJ UNCH    2 0
 PU1526
 PU1526.Superseded values are not recommended for survey control.
 PU1526
 PU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1526.See file dsdata.pdf to determine how the superseded data were derived.
 PU1526
 PU1526_MARKER: DB = BENCH MARK DISK
 PU1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1526_STAMPING: Y 182 1934
 PU1526_MARK LOGO: CGS
 PU1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1526+STABILITY: SURFACE MOTION
 PU1526
 PU1526  HISTORY     - Date     Condition        Report By
 PU1526  HISTORY     - 1934     MONUMENTED       CGS
 PU1526  HISTORY     - 1948     GOOD             CGS
 PU1526
 PU1526                          STATION DESCRIPTION
 PU1526
 PU1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1526'2.4 MI E FROM PACTOLA.
 PU1526'2.4 MILES EAST ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1526'RAILROAD, AT PLACERVILLE SIDING, 70 FEET NORTH OF THE NORTH
 PU1526'RAIL, 43 FEET NORTHEAST OF SWITCH STAND, AND 62 FEET NORTHEAST
 PU1526'OF THE NORTHEAST CORNER OF LOADING PLATFORM.  20.3 MILES WEST
 PU1526'OF RAPID CITY BY RAIL.  A STANDARD DISK, STAMPED Y 182 1934.
 PU1526
 PU1526                          STATION RECOVERY (1948)
 PU1526
 PU1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 PU1526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2097 ***********************************************************************
 PU2097  DESIGNATION -  Y 183
 PU2097  PID         -  PU2097
 PU2097  STATE/COUNTY-  SD/LAWRENCE
 PU2097  COUNTRY     -  US
 PU2097  USGS QUAD   -  CHICKEN CREEK (2017)
 PU2097
 PU2097                         *CURRENT SURVEY CONTROL
 PU2097  ______________________________________________________________________
 PU2097* NAD 83(1986) POSITION- 44 30 17.     (N) 103 54 53.     (W)   SCALED
 PU2097* NAVD 88 ORTHO HEIGHT -  1138.083 (meters)     3733.86  (feet) ADJUSTED
 PU2097  ______________________________________________________________________
 PU2097  GEOID HEIGHT    -        -14.532 (meters)                     GEOID18
 PU2097  DYNAMIC HEIGHT  -       1137.690 (meters)     3732.57  (feet) COMP
 PU2097  MODELED GRAVITY -    980,232.3   (mgal)                       NAVD 88
 PU2097
 PU2097  VERT ORDER      -  SECOND    CLASS 0
 PU2097
 PU2097.The horizontal coordinates were scaled from a map and have
 PU2097.an estimated accuracy of +/- 6 seconds.
 PU2097
 PU2097.The orthometric height was determined by differential leveling and
 PU2097.adjusted by the NATIONAL GEODETIC SURVEY
 PU2097.in June 1991.
 PU2097
 PU2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2097.GEOID18 height accuracy estimate available here.
 PU2097
 PU2097.Click photographs - Photos may exist for this station.
 PU2097
 PU2097.The dynamic height is computed by dividing the NAVD 88
 PU2097.geopotential number by the normal gravity value computed on the
 PU2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2097.degrees latitude (g = 980.6199 gals.).
 PU2097
 PU2097.The modeled gravity was interpolated from observed gravity values.
 PU2097
 PU2097;                    North         East    Units  Estimated Accuracy
 PU2097;SPC SD N     -    82,130.      288,820.      MT  (+/- 180 meters Scaled)
 PU2097
 PU2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK862285(NAD 83)
 PU2097
 PU2097                          SUPERSEDED SURVEY CONTROL
 PU2097
 PU2097  NGVD 29 (??/??/92) 1137.513  (m)         3731.99   (f) ADJ UNCH    2 0
 PU2097
 PU2097.Superseded values are not recommended for survey control.
 PU2097
 PU2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2097.See file dsdata.pdf to determine how the superseded data were derived.
 PU2097
 PU2097_MARKER: DB = BENCH MARK DISK
 PU2097_SETTING: 66 = SET IN ROCK OUTCROP
 PU2097_STAMPING: Y 183 1934
 PU2097_MARK LOGO: CGS
 PU2097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU2097+STABILITY: POSITION/ELEVATION WELL
 PU2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU2097+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 PU2097
 PU2097  HISTORY     - Date     Condition        Report By
 PU2097  HISTORY     - 1934     MONUMENTED       CGS
 PU2097  HISTORY     - 1962     GOOD             CGS
 PU2097  HISTORY     - 20070501 GOOD             NJS
 PU2097
 PU2097                          STATION DESCRIPTION
 PU2097
 PU2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2097'3.9 MI NW FROM SPEARFISH.
 PU2097'ABOUT 0.2 MILE NORTH ALONG OLD U.S. HIGHWAY 85 FROM THE POST
 PU2097'OFFICE AT SPEARFISH, THENCE 0.45 MILE WEST ALONG OLD U.S. HIGHWAY
 PU2097'14, THENCE 3.25 MILE NORTHWEST ALONG OLD HIGHWAY 14, SET 0.2 MILE
 PU2097'WEST OF A Y ROAD JUNCTION ABOUT THE MIDDLE OF A STEEP HILL,
 PU2097'SET IN A ROCK OUTCROP, 54 FEET SOUTHWEST OF THE CENTERLINE
 PU2097'OF THE HIGHWAY, 13.5 FEET NORTHEAST OF A FENCE LINE, 11 FEET
 PU2097'SOUTH OF A WITNESS POST ABOUT LEVEL WITH THE HIGHWAY, DRILLED
 PU2097'IN HORIZONTAL.
 PU2097
 PU2097                          STATION RECOVERY (2007)
 PU2097
 PU2097'RECOVERY NOTE BY NJS ENGINEERING 2007 (WHM)
 PU2097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0457 ***********************************************************************
 QS0457  DESIGNATION -  Y 19 RESET
 QS0457  PID         -  QS0457
 QS0457  STATE/COUNTY-  SD/DEWEY
 QS0457  COUNTRY     -  US
 QS0457  USGS QUAD   -  ISABEL (2017)
 QS0457
 QS0457                         *CURRENT SURVEY CONTROL
 QS0457  ______________________________________________________________________
 QS0457* NAD 83(1996) POSITION- 45 27 27.40265(N) 101 25 44.49924(W)   NO CHECK
 QS0457* NAVD 88 ORTHO HEIGHT -   704.891 (meters)     2312.63  (feet) ADJUSTED
 QS0457  ______________________________________________________________________
 QS0457  GEOID HEIGHT    -        -20.477 (meters)                     GEOID18
 QS0457  LAPLACE CORR    -         -5.18  (seconds)                    DEFLEC18
 QS0457  DYNAMIC HEIGHT  -        704.790 (meters)     2312.30  (feet) COMP
 QS0457  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 QS0457
 QS0457  HORZ ORDER      -  THIRD
 QS0457  VERT ORDER      -  FIRST     CLASS II
 QS0457
 QS0457.The horizontal coordinates were established by classical geodetic methods
 QS0457.and adjusted by the National Geodetic Survey in January 1998.
 QS0457
 QS0457.No horizontal observational check was made to the station.
 QS0457
 QS0457.The orthometric height was determined by differential leveling and
 QS0457.adjusted by the NATIONAL GEODETIC SURVEY
 QS0457.in June 1991.
 QS0457
 QS0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0457.GEOID18 height accuracy estimate available here.
 QS0457
 QS0457.Click photographs - Photos may exist for this station.
 QS0457
 QS0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 QS0457
 QS0457.The dynamic height is computed by dividing the NAVD 88
 QS0457.geopotential number by the normal gravity value computed on the
 QS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0457.degrees latitude (g = 980.6199 gals.).
 QS0457
 QS0457.The modeled gravity was interpolated from observed gravity values.
 QS0457
 QS0457. The following values were computed from the NAD 83(1996) position.
 QS0457
 QS0457;                    North         East     Units Scale Factor Converg.
 QS0457;SPC SD N     -   181,483.645   488,235.997   MT  0.99996425   -1 00 41.0
 QS0457;SPC SD N     -   595,417.59  1,601,820.93   sFT  0.99996425   -1 00 41.0
 QS0457;UTM  14      - 5,036,657.388   310,086.335   MT  1.00004346   -1 43 54.3
 QS0457
 QS0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0457!SPC SD N     -   0.99989271  x   0.99996425  =   0.99985696
 QS0457!UTM  14      -   0.99989271  x   1.00004346  =   0.99993617
 QS0457
 QS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1008636657(NAD 83)
 QS0457
 QS0457                          SUPERSEDED SURVEY CONTROL
 QS0457
 QS0457  NAD 83(1986)-  45 27 27.39479(N)    101 25 44.49631(W) AD(       ) 3
 QS0457  NAD 27      -  45 27 27.44800(N)    101 25 42.97000(W) AD(       ) 3
 QS0457  NGVD 29 (??/??/??)  704.44   (m)         2311.2    (f) RESET       3  
 QS0457  NGVD 29             704.44   (m)         2311.2    (f) LEVELING    3  
 QS0457
 QS0457.Superseded values are not recommended for survey control.
 QS0457
 QS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0457.See file dsdata.pdf to determine how the superseded data were derived.
 QS0457
 QS0457_MARKER: DB = BENCH MARK DISK
 QS0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0457_STAMPING: Y 19 RESET 1961
 QS0457_MARK LOGO: CGS
 QS0457_PROJECTION: RECESSED 25 CENTIMETERS
 QS0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0457+STABILITY: SURFACE MOTION
 QS0457
 QS0457  HISTORY     - Date     Condition        Report By
 QS0457  HISTORY     - 1961     MONUMENTED       CGS
 QS0457  HISTORY     - 1961     GOOD             CGS
 QS0457  HISTORY     - 1985     GOOD             NGS
 QS0457
 QS0457                          STATION DESCRIPTION
 QS0457
 QS0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QS0457'(B.M. Y 19 RESET) IS NORTH-NORTHWEST OF THE STATION,
 QS0457'215 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 99 FEET
 QS0457'EAST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET SOUTHWEST
 QS0457'OF A STEEL POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 QS0457'4 INCHES AND THE DISK IS STAMPED Y 19 RESET 1961.
 QS0457'
 QS0457'STATION CLICK 2 IS IN SECTION 9, T. 17 N., R. 22 E., ABOUT 6-1/2
 QS0457'MILES WEST AND 2 MILES NORTH OF FIRESTEEL, ABOUT 4-1/4 MILES
 QS0457'NORTH OF ISABEL, 126.5 FEET EAST OF THE CENTERLINE
 QS0457'OF STATE HIGHWAY 65, 1 FOOT NORTH OF A STEEL POST PROJECTING
 QS0457'ABOUT 3 FEET AND IS ABOUT 10 INCHES BELOW THE SURFACE OF THE
 QS0457'GROUND.
 QS0457'
 QS0457'TO REACH STATION CLICK 2 FROM ISABEL, FROM THE POST OFFICE, GO
 QS0457'NORTH ON MAIN STREET AND STATE HIGHWAY 65 FOR 3.8 MILES
 QS0457'CONTINUE NORTH ON THE HIGHWAY FOR
 QS0457'0.6 MILE TO TOP OF HILL AND STATION CLICK 2 ON RIGHT AS DESCRIBED.
 QS0457
 QS0457                          STATION RECOVERY (1961)
 QS0457
 QS0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 QS0457'4.2 MI N FROM ISABEL.
 QS0457'THIS MARK IS LOCATED ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY
 QS0457'65 FROM ISABEL, ABOUT 0.05 MILE SOUTH OF A ROAD INTERSECTION,
 QS0457'ABOUT 215 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING EAST,
 QS0457'99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET SOUTHWEST
 QS0457'OF A FENCE POST AND 1 FOOT WEST OF A FENCE, AND SET IN THE TOP
 QS0457'OF A CONCRETE POST PROJECTING 4 INCHES.
 QS0457
 QS0457                          STATION RECOVERY (1985)
 QS0457
 QS0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0457'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 QS0457'ADD--7.2 KM (4.45 MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE
 QS0457'AT ISABEL.
 QS0457'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0457'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0307 ***********************************************************************
 OQ0307  DESIGNATION -  Y 2
 OQ0307  PID         -  OQ0307
 OQ0307  STATE/COUNTY-  SD/MINNEHAHA
 OQ0307  COUNTRY     -  US
 OQ0307  USGS QUAD   -  DELL RAPIDS (2017)
 OQ0307
 OQ0307                         *CURRENT SURVEY CONTROL
 OQ0307  ______________________________________________________________________
 OQ0307* NAD 83(1986) POSITION- 43 49 23.     (N) 096 42 40.     (W)   SCALED
 OQ0307* NAVD 88 ORTHO HEIGHT -   456.899 (meters)     1499.01  (feet) ADJUSTED
 OQ0307  ______________________________________________________________________
 OQ0307  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 OQ0307  DYNAMIC HEIGHT  -        456.792 (meters)     1498.66  (feet) COMP
 OQ0307  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 OQ0307
 OQ0307  VERT ORDER      -  FIRST     CLASS II
 OQ0307
 OQ0307.The horizontal coordinates were scaled from a map and have
 OQ0307.an estimated accuracy of +/- 6 seconds.
 OQ0307
 OQ0307.The orthometric height was determined by differential leveling and
 OQ0307.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0307.in June 1991.
 OQ0307
 OQ0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0307.GEOID18 height accuracy estimate available here.
 OQ0307
 OQ0307.Click photographs - Photos may exist for this station.
 OQ0307
 OQ0307.The dynamic height is computed by dividing the NAVD 88
 OQ0307.geopotential number by the normal gravity value computed on the
 OQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0307.degrees latitude (g = 980.6199 gals.).
 OQ0307
 OQ0307.The modeled gravity was interpolated from observed gravity values.
 OQ0307
 OQ0307;                    North         East    Units  Estimated Accuracy
 OQ0307;SPC SD S     -   171,850.      891,270.      MT  (+/- 180 meters Scaled)
 OQ0307
 OQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP840547(NAD 83)
 OQ0307
 OQ0307                          SUPERSEDED SURVEY CONTROL
 OQ0307
 OQ0307  NGVD 29 (??/??/92)  456.625  (m)         1498.11   (f) ADJ UNCH    1 2
 OQ0307
 OQ0307.Superseded values are not recommended for survey control.
 OQ0307
 OQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0307.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0307
 OQ0307_MARKER: Z = SEE DESCRIPTION
 OQ0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ0307_SP_SET: DOOR TILING
 OQ0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0307
 OQ0307  HISTORY     - Date     Condition        Report By
 OQ0307  HISTORY     - 1905     MONUMENTED       CGS
 OQ0307  HISTORY     - 1949     GOOD             CGS
 OQ0307
 OQ0307                          STATION DESCRIPTION
 OQ0307
 OQ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0307'AT DELL RAPIDS.
 OQ0307'AT DELL RAPIDS, MINNEHAHA COUNTY, AT THE M.A. DIESON BUILDING,
 OQ0307'IN THE TILING AT THE WEST SIDE OF THE MAIN DOORWAY, 4.5 FEET
 OQ0307'WEST OF THE CENTER OF THE DOORWAY, 1.5 FEET SOUTH OF THE
 OQ0307'SIDEWALK, AND 0.3 FOOT ABOVE THE SIDEWALK.  AN ORANGE-COLORED
 OQ0307'1-INCH SQUARE  MOSAIC (THE MOST NORTHWESTERLY PIECE OF THAT SIZE
 OQ0307'AND COLOR).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0831 ***********************************************************************
 PT0831  DESIGNATION -  Y 20
 PT0831  PID         -  PT0831
 PT0831  STATE/COUNTY-  SD/ZIEBACH
 PT0831  COUNTRY     -  US
 PT0831  USGS QUAD   -  SEARS DAM (2017)
 PT0831
 PT0831                         *CURRENT SURVEY CONTROL
 PT0831  ______________________________________________________________________
 PT0831* NAD 83(1986) POSITION- 44 50 04.     (N) 101 37 23.     (W)   SCALED
 PT0831* NAVD 88 ORTHO HEIGHT -   725.174 (meters)     2379.18  (feet) ADJUSTED
 PT0831  ______________________________________________________________________
 PT0831  GEOID HEIGHT    -        -20.776 (meters)                     GEOID18
 PT0831  DYNAMIC HEIGHT  -        725.019 (meters)     2378.67  (feet) COMP
 PT0831  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 PT0831
 PT0831  VERT ORDER      -  FIRST     CLASS II
 PT0831
 PT0831.The horizontal coordinates were scaled from a map and have
 PT0831.an estimated accuracy of +/- 6 seconds.
 PT0831
 PT0831.The orthometric height was determined by differential leveling and
 PT0831.adjusted by the NATIONAL GEODETIC SURVEY
 PT0831.in June 1991.
 PT0831
 PT0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0831.GEOID18 height accuracy estimate available here.
 PT0831
 PT0831.Click photographs - Photos may exist for this station.
 PT0831
 PT0831.The dynamic height is computed by dividing the NAVD 88
 PT0831.geopotential number by the normal gravity value computed on the
 PT0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0831.degrees latitude (g = 980.6199 gals.).
 PT0831
 PT0831.The modeled gravity was interpolated from observed gravity values.
 PT0831
 PT0831;                    North         East    Units  Estimated Accuracy
 PT0831;SPC SD N     -   112,530.      471,680.      MT  (+/- 180 meters Scaled)
 PT0831
 PT0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ926679(NAD 83)
 PT0831
 PT0831                          SUPERSEDED SURVEY CONTROL
 PT0831
 PT0831  NGVD 29 (??/??/92)  724.723  (m)         2377.70   (f) ADJ UNCH    1 2
 PT0831
 PT0831.Superseded values are not recommended for survey control.
 PT0831
 PT0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0831.See file dsdata.pdf to determine how the superseded data were derived.
 PT0831
 PT0831_MARKER: DB = BENCH MARK DISK
 PT0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0831_STAMPING: Y 20 1933
 PT0831_MARK LOGO: CGS
 PT0831_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0831+STABILITY: SURFACE MOTION
 PT0831
 PT0831  HISTORY     - Date     Condition        Report By
 PT0831  HISTORY     - 1933     MONUMENTED       CGS
 PT0831  HISTORY     - 1934     GOOD             CGS
 PT0831
 PT0831                          STATION DESCRIPTION
 PT0831
 PT0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0831'15.5 MI S FROM DUPREE.
 PT0831'15.5 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0831'COUNTY, ABOUT 109 FEET WEST OF A LINE OF POLES, AT A SECTION
 PT0831'CORNER, 89 FEET NORTH OF THE SECTION LINE, AND 76 FEET WEST OF
 PT0831'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Y 20 1933
 PT0831'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 PT0831'ABOVE GROUND.
 PT0831
 PT0831                          STATION RECOVERY (1934)
 PT0831
 PT0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0115 ***********************************************************************
 QR0115  DESIGNATION -  Y 20
 QR0115  PID         -  QR0115
 QR0115  STATE/COUNTY-  SD/EDMUNDS
 QR0115  COUNTRY     -  US
 QR0115  USGS QUAD   -  MINA (2017)
 QR0115
 QR0115                         *CURRENT SURVEY CONTROL
 QR0115  ______________________________________________________________________
 QR0115* NAD 83(1986) POSITION- 45 26 28.     (N) 098 52 05.     (W)   SCALED
 QR0115* NAVD 88 ORTHO HEIGHT -   445.311 (meters)     1460.99  (feet) ADJUSTED
 QR0115  ______________________________________________________________________
 QR0115  GEOID HEIGHT    -        -23.799 (meters)                     GEOID18
 QR0115  DYNAMIC HEIGHT  -        445.277 (meters)     1460.88  (feet) COMP
 QR0115  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 QR0115
 QR0115  VERT ORDER      -  FIRST     CLASS II
 QR0115
 QR0115.The horizontal coordinates were scaled from a map and have
 QR0115.an estimated accuracy of +/- 6 seconds.
 QR0115
 QR0115.The orthometric height was determined by differential leveling and
 QR0115.adjusted by the NATIONAL GEODETIC SURVEY
 QR0115.in June 1991.
 QR0115
 QR0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0115.GEOID18 height accuracy estimate available here.
 QR0115
 QR0115.Click photographs - Photos may exist for this station.
 QR0115
 QR0115.The dynamic height is computed by dividing the NAVD 88
 QR0115.geopotential number by the normal gravity value computed on the
 QR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0115.degrees latitude (g = 980.6199 gals.).
 QR0115
 QR0115.The modeled gravity was interpolated from observed gravity values.
 QR0115
 QR0115;                    North         East    Units  Estimated Accuracy
 QR0115;SPC SD N     -   179,280.      688,560.      MT  (+/- 180 meters Scaled)
 QR0115
 QR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR103319(NAD 83)
 QR0115
 QR0115                          SUPERSEDED SURVEY CONTROL
 QR0115
 QR0115  NGVD 29 (??/??/92)  444.985  (m)         1459.92   (f) ADJ UNCH    1 2
 QR0115
 QR0115.Superseded values are not recommended for survey control.
 QR0115
 QR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0115.See file dsdata.pdf to determine how the superseded data were derived.
 QR0115
 QR0115_MARKER: DB = BENCH MARK DISK
 QR0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0115_STAMPING: Y 20 1931
 QR0115_MARK LOGO: CGS
 QR0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0115+STABILITY: SURFACE MOTION
 QR0115
 QR0115  HISTORY     - Date     Condition        Report By
 QR0115  HISTORY     - 1931     MONUMENTED       CGS
 QR0115  HISTORY     - 1934     MARK NOT FOUND   CGS
 QR0115
 QR0115                          STATION DESCRIPTION
 QR0115
 QR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0115'5.6 MI W FROM MINA.
 QR0115'5.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0115'PACIFIC RAILROAD FROM MINA, EDMUNDS COUNTY, 720 FEET EAST OF
 QR0115'MILEPOST 19, 42.5 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 QR0115'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED Y
 QR0115'20 1931 AND SET IN THE TOP OF A CONCRETE POST.
 QR0115
 QR0115                          STATION RECOVERY (1934)
 QR0115
 QR0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0502 ***********************************************************************
 PT0502  DESIGNATION -  Y 21
 PT0502  PID         -  PT0502
 PT0502  STATE/COUNTY-  SD/HAAKON
 PT0502  COUNTRY     -  US
 PT0502  USGS QUAD   -  ELBON (2017)
 PT0502
 PT0502                         *CURRENT SURVEY CONTROL
 PT0502  ______________________________________________________________________
 PT0502* NAD 83(1986) POSITION- 44 19 38.     (N) 101 40 38.     (W)   SCALED
 PT0502* NAVD 88 ORTHO HEIGHT -   756.162 (meters)     2480.84  (feet) ADJUSTED
 PT0502  ______________________________________________________________________
 PT0502  GEOID HEIGHT    -        -20.960 (meters)                     GEOID18
 PT0502  DYNAMIC HEIGHT  -        755.956 (meters)     2480.17  (feet) COMP
 PT0502  MODELED GRAVITY -    980,320.4   (mgal)                       NAVD 88
 PT0502
 PT0502  VERT ORDER      -  FIRST     CLASS II
 PT0502
 PT0502.The horizontal coordinates were scaled from a map and have
 PT0502.an estimated accuracy of +/- 6 seconds.
 PT0502
 PT0502.The orthometric height was determined by differential leveling and
 PT0502.adjusted by the NATIONAL GEODETIC SURVEY
 PT0502.in June 1991.
 PT0502
 PT0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0502.GEOID18 height accuracy estimate available here.
 PT0502
 PT0502.Click photographs - Photos may exist for this station.
 PT0502
 PT0502.The dynamic height is computed by dividing the NAVD 88
 PT0502.geopotential number by the normal gravity value computed on the
 PT0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0502.degrees latitude (g = 980.6199 gals.).
 PT0502
 PT0502.The modeled gravity was interpolated from observed gravity values.
 PT0502
 PT0502;                    North         East    Units  Estimated Accuracy
 PT0502;SPC SD S     -   222,380.      492,810.      MT  (+/- 180 meters Scaled)
 PT0502
 PT0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ865117(NAD 83)
 PT0502
 PT0502                          SUPERSEDED SURVEY CONTROL
 PT0502
 PT0502  NAD 27      -  44 19 37.61500(N)    101 40 36.52700(W) AD(       ) 3
 PT0502  NGVD 29 (??/??/92)  755.695  (m)         2479.31   (f) ADJ UNCH    1 2
 PT0502  NGVD 29             755.70   (m)         2479.3    (f) LEVELING    3  
 PT0502
 PT0502.Superseded values are not recommended for survey control.
 PT0502
 PT0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0502.See file dsdata.pdf to determine how the superseded data were derived.
 PT0502
 PT0502_MARKER: DB = BENCH MARK DISK
 PT0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0502_STAMPING: Y 21 1933
 PT0502_MARK LOGO: CGS
 PT0502_PROJECTION: PROJECTING 23 CENTIMETERS
 PT0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0502+STABILITY: SURFACE MOTION
 PT0502
 PT0502  HISTORY     - Date     Condition        Report By
 PT0502  HISTORY     - 1933     MONUMENTED       CGS
 PT0502  HISTORY     - 1961     GOOD             CGS
 PT0502  HISTORY     - 1962     GOOD             CGS
 PT0502
 PT0502                          STATION DESCRIPTION
 PT0502
 PT0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PT0502'LOCATED, AIRLINE, 21-1/4 MILES NORTH OF PHILIP, AND 3-1/2 MILES
 PT0502'SOUTH OF BILLSBURG CORNER ON ROAD RIGHT-OF-WAY WHERE STATE
 PT0502'HIGHWAY 73 CROSSES A FLAT TOPPED KNOLL ON THE WEST SIDE OF THE
 PT0502'LINE BETWEEN SECTIONS 1 AND 2 IN T 4 N, R 20 E.
 PT0502'
 PT0502'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 73 AND U.S. HIGHWAY 14
 PT0502'ON THE NORTH EDGE OF PHILIP GO NORTH ON STATE HIGHWAY 73 20.3
 PT0502'MILES TO A SIDE ROAD ON THE LEFT AT THE BOTTOM OF A HILL AND B.M.
 PT0502'Y 21, ON THE RIGHT.
 PT0502'
 PT0502'BENCH MARK Y 21 IS A STANDARD
 PT0502'BENCH MARK DISK STAMPED Y 21 1933 CEMENTED IN THE TOP OF A
 PT0502'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE GROUND.
 PT0502'IT IS 8.8 FEET EAST OF A WITNESS SIGN, 6.4 FEET EAST OF THE EAST
 PT0502'RIGHT-OF-WAY FENCE, AND 4.8 FEET NORTHEAST OF THE BASE OF
 PT0502'TELEPHONE POLE NO. 3.
 PT0502
 PT0502                          STATION RECOVERY (1962)
 PT0502
 PT0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PT0502'9.2 MI S FROM MILESVILLE.
 PT0502'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF THE
 PT0502'LUTHERAN HOUR AT MILESVILLE, THENCE 5.25 MILES SOUTH ALONG
 PT0502'STATE HIGHWAY 73, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PT0502'40 FEET SOUTH OF THE CENTER OF A WIRE GATE, 9.2 EAST OF A METAL
 PT0502'WITNESS POST, 7 FEET EAST OF A FENCE, 4.6 FEET NORTHEAST OF A
 PT0502'TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PT0502'ABOUT 9 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0364 ***********************************************************************
 OS0364  DESIGNATION -  Y 22
 OS0364  PID         -  OS0364
 OS0364  STATE/COUNTY-  SD/BENNETT
 OS0364  COUNTRY     -  US
 OS0364  USGS QUAD   -  PATRICIA (2017)
 OS0364
 OS0364                         *CURRENT SURVEY CONTROL
 OS0364  ______________________________________________________________________
 OS0364* NAD 83(1986) POSITION- 43 20 30.     (N) 101 31 06.     (W)   SCALED
 OS0364* NAVD 88 ORTHO HEIGHT -   966.339 (meters)     3170.40  (feet) ADJUSTED
 OS0364  ______________________________________________________________________
 OS0364  GEOID HEIGHT    -        -20.664 (meters)                     GEOID18
 OS0364  DYNAMIC HEIGHT  -        965.961 (meters)     3169.16  (feet) COMP
 OS0364  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 OS0364
 OS0364  VERT ORDER      -  SECOND    CLASS 0
 OS0364
 OS0364.The horizontal coordinates were scaled from a map and have
 OS0364.an estimated accuracy of +/- 6 seconds.
 OS0364
 OS0364.The orthometric height was determined by differential leveling and
 OS0364.adjusted by the NATIONAL GEODETIC SURVEY
 OS0364.in June 1991.
 OS0364
 OS0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0364.GEOID18 height accuracy estimate available here.
 OS0364
 OS0364.Click photographs - Photos may exist for this station.
 OS0364
 OS0364.The dynamic height is computed by dividing the NAVD 88
 OS0364.geopotential number by the normal gravity value computed on the
 OS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0364.degrees latitude (g = 980.6199 gals.).
 OS0364
 OS0364.The modeled gravity was interpolated from observed gravity values.
 OS0364
 OS0364;                    North         East    Units  Estimated Accuracy
 OS0364;SPC SD S     -   112,700.      503,920.      MT  (+/- 180 meters Scaled)
 OS0364
 OS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP958018(NAD 83)
 OS0364
 OS0364                          SUPERSEDED SURVEY CONTROL
 OS0364
 OS0364  NGVD 29 (??/??/92)  965.894  (m)         3168.94   (f) ADJ UNCH    2 0
 OS0364
 OS0364.Superseded values are not recommended for survey control.
 OS0364
 OS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0364.See file dsdata.pdf to determine how the superseded data were derived.
 OS0364
 OS0364_MARKER: DB = BENCH MARK DISK
 OS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0364_STAMPING: Y 22 1934
 OS0364_MARK LOGO: CGS
 OS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0364+STABILITY: SURFACE MOTION
 OS0364
 OS0364  HISTORY     - Date     Condition        Report By
 OS0364  HISTORY     - 1934     MONUMENTED       CGS
 OS0364  HISTORY     - 1938     GOOD             CGS
 OS0364
 OS0364                          STATION DESCRIPTION
 OS0364
 OS0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0364'3.9 MI N FROM PATRICIA.
 OS0364'3.9 MILES NORTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0364'COUNTY, 0.1 MILE NORTHWEST OF A CURVE, ON THE SOUTH SLOPE OF A
 OS0364'HILL, AND 47 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 OS0364'A STANDARD DISK, STAMPED Y 22 1934 AND SET IN THE TOP OF A
 OS0364'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1726 ***********************************************************************
 PU1726  DESIGNATION -  Y 24
 PU1726  PID         -  PU1726
 PU1726  STATE/COUNTY-  SD/LAWRENCE
 PU1726  COUNTRY     -  US
 PU1726  USGS QUAD   -  SAINT ONGE (2017)
 PU1726
 PU1726                         *CURRENT SURVEY CONTROL
 PU1726  ______________________________________________________________________
 PU1726* NAD 83(1986) POSITION- 44 33 42.     (N) 103 44 22.     (W)   SCALED
 PU1726* NAVD 88 ORTHO HEIGHT -  1029.559 (meters)     3377.81  (feet) ADJUSTED
 PU1726  ______________________________________________________________________
 PU1726  GEOID HEIGHT    -        -15.172 (meters)                     GEOID18
 PU1726  DYNAMIC HEIGHT  -       1029.249 (meters)     3376.79  (feet) COMP
 PU1726  MODELED GRAVITY -    980,280.5   (mgal)                       NAVD 88
 PU1726
 PU1726  VERT ORDER      -  FIRST     CLASS II
 PU1726
 PU1726.The horizontal coordinates were scaled from a map and have
 PU1726.an estimated accuracy of +/- 6 seconds.
 PU1726
 PU1726.The orthometric height was determined by differential leveling and
 PU1726.adjusted by the NATIONAL GEODETIC SURVEY
 PU1726.in June 1991.
 PU1726
 PU1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1726.GEOID18 height accuracy estimate available here.
 PU1726
 PU1726.Click photographs - Photos may exist for this station.
 PU1726
 PU1726.The dynamic height is computed by dividing the NAVD 88
 PU1726.geopotential number by the normal gravity value computed on the
 PU1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1726.degrees latitude (g = 980.6199 gals.).
 PU1726
 PU1726.The modeled gravity was interpolated from observed gravity values.
 PU1726
 PU1726;                    North         East    Units  Estimated Accuracy
 PU1726;SPC SD N     -    87,790.      303,030.      MT  (+/- 180 meters Scaled)
 PU1726
 PU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK001350(NAD 83)
 PU1726
 PU1726                          SUPERSEDED SURVEY CONTROL
 PU1726
 PU1726  NGVD 29 (??/??/92) 1029.049  (m)         3376.14   (f) ADJ UNCH    1 2
 PU1726
 PU1726.Superseded values are not recommended for survey control.
 PU1726
 PU1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1726.See file dsdata.pdf to determine how the superseded data were derived.
 PU1726
 PU1726_MARKER: DB = BENCH MARK DISK
 PU1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1726_STAMPING: Y 24 1934
 PU1726_MARK LOGO: CGS
 PU1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1726+STABILITY: SURFACE MOTION
 PU1726
 PU1726  HISTORY     - Date     Condition        Report By
 PU1726  HISTORY     - 1934     MONUMENTED       CGS
 PU1726  HISTORY     - 1962     GOOD             CGS
 PU1726
 PU1726                          STATION DESCRIPTION
 PU1726
 PU1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1726'1.3 MI NW FROM ST ONGE.
 PU1726'ABOUT 1.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU1726'RAILWAY FROM THE POST OFFICE AT ST. ONGE, IN SECTION 15, T 7 N,
 PU1726'R 3 E, 0.1 MILE WEST OF A FARM HOUSE, 42 FEET SOUTHWEST OF THE
 PU1726'SOUTHWEST RAIL, 13 FEET SOUTHEAST OF MILE POST 144, 5 FEET
 PU1726'NORTHEAST OF A FENCE, 4.8 FEET NORTHEAST OF A METAL WITNESS
 PU1726'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 PU1726'TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0290 ***********************************************************************
 QT0290  DESIGNATION -  Y 25
 QT0290  PID         -  QT0290
 QT0290  STATE/COUNTY-  SD/BUTTE
 QT0290  COUNTRY     -  US
 QT0290  USGS QUAD   -  ALKALI CREEK EAST (2017)
 QT0290
 QT0290                         *CURRENT SURVEY CONTROL
 QT0290  ______________________________________________________________________
 QT0290* NAD 83(1986) POSITION- 45 10 08.     (N) 103 41 33.     (W)   SCALED
 QT0290* NAVD 88 ORTHO HEIGHT -   921.209 (meters)     3022.33  (feet) ADJUSTED
 QT0290  ______________________________________________________________________
 QT0290  GEOID HEIGHT    -        -16.148 (meters)                     GEOID18
 QT0290  DYNAMIC HEIGHT  -        921.002 (meters)     3021.65  (feet) COMP
 QT0290  MODELED GRAVITY -    980,360.2   (mgal)                       NAVD 88
 QT0290
 QT0290  VERT ORDER      -  FIRST     CLASS II
 QT0290
 QT0290.The horizontal coordinates were scaled from a map and have
 QT0290.an estimated accuracy of +/- 6 seconds.
 QT0290
 QT0290.The orthometric height was determined by differential leveling and
 QT0290.adjusted by the NATIONAL GEODETIC SURVEY
 QT0290.in June 1991.
 QT0290
 QT0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0290.GEOID18 height accuracy estimate available here.
 QT0290
 QT0290.Click photographs - Photos may exist for this station.
 QT0290
 QT0290.The dynamic height is computed by dividing the NAVD 88
 QT0290.geopotential number by the normal gravity value computed on the
 QT0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0290.degrees latitude (g = 980.6199 gals.).
 QT0290
 QT0290.The modeled gravity was interpolated from observed gravity values.
 QT0290
 QT0290;                    North         East    Units  Estimated Accuracy
 QT0290;SPC SD N     -   155,030.      309,830.      MT  (+/- 180 meters Scaled)
 QT0290
 QT0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL027025(NAD 83)
 QT0290
 QT0290                          SUPERSEDED SURVEY CONTROL
 QT0290
 QT0290  NGVD 29 (??/??/92)  920.721  (m)         3020.73   (f) ADJ UNCH    1 2
 QT0290
 QT0290.Superseded values are not recommended for survey control.
 QT0290
 QT0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0290.See file dsdata.pdf to determine how the superseded data were derived.
 QT0290
 QT0290_MARKER: DB = BENCH MARK DISK
 QT0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0290_STAMPING: Y 25 1934
 QT0290_MARK LOGO: CGS
 QT0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0290+STABILITY: SURFACE MOTION
 QT0290
 QT0290  HISTORY     - Date     Condition        Report By
 QT0290  HISTORY     - 1934     MONUMENTED       CGS
 QT0290
 QT0290                          STATION DESCRIPTION
 QT0290
 QT0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0290'35.2 MI S FROM BUFFALO.
 QT0290'IN BUTTE COUNTY, ABOUT 35.2 MILES SOUTH ALONG U.S. HIGHWAY 85
 QT0290'FROM BUFFALO, HARDING COUNTY, ABOUT 45 YARDS SOUTHEAST OF A SMALL
 QT0290'IRON CULVERT, AND 98 FEET SOUTH OF THE CENTER LINE OF THE
 QT0290'HIGHWAY.  A STANDARD DISK, STAMPED Y 25 1934 AND SET IN THE TOP
 QT0290'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0228 ***********************************************************************
 QT0228  DESIGNATION -  Y 26
 QT0228  PID         -  QT0228
 QT0228  STATE/COUNTY-  SD/HARDING
 QT0228  COUNTRY     -  US
 QT0228  USGS QUAD   -  LUDLOW (2017)
 QT0228
 QT0228                         *CURRENT SURVEY CONTROL
 QT0228  ______________________________________________________________________
 QT0228* NAD 83(1986) POSITION- 45 47 53.     (N) 103 23 23.     (W)   SCALED
 QT0228* NAVD 88 ORTHO HEIGHT -   927.441 (meters)     3042.78  (feet) ADJUSTED
 QT0228  ______________________________________________________________________
 QT0228  GEOID HEIGHT    -        -15.881 (meters)                     GEOID18
 QT0228  DYNAMIC HEIGHT  -        927.319 (meters)     3042.38  (feet) COMP
 QT0228  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 QT0228
 QT0228  VERT ORDER      -  FIRST     CLASS II
 QT0228
 QT0228.The horizontal coordinates were scaled from a map and have
 QT0228.an estimated accuracy of +/- 6 seconds.
 QT0228
 QT0228.The orthometric height was determined by differential leveling and
 QT0228.adjusted by the NATIONAL GEODETIC SURVEY
 QT0228.in April 2000.
 QT0228
 QT0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0228.GEOID18 height accuracy estimate available here.
 QT0228
 QT0228.Click photographs - Photos may exist for this station.
 QT0228
 QT0228.The dynamic height is computed by dividing the NAVD 88
 QT0228.geopotential number by the normal gravity value computed on the
 QT0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0228.degrees latitude (g = 980.6199 gals.).
 QT0228
 QT0228.The modeled gravity was interpolated from observed gravity values.
 QT0228
 QT0228;                    North         East    Units  Estimated Accuracy
 QT0228;SPC SD N     -   223,850.      336,540.      MT  (+/- 180 meters Scaled)
 QT0228
 QT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL251728(NAD 83)
 QT0228
 QT0228                          SUPERSEDED SURVEY CONTROL
 QT0228
 QT0228  NAVD 88 (06/15/91)  927.428  (m)         3042.74   (f) SUPERSEDED  1 2
 QT0228  NGVD 29 (??/??/92)  926.934  (m)         3041.12   (f) ADJ UNCH    1 2
 QT0228
 QT0228.Superseded values are not recommended for survey control.
 QT0228
 QT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0228.See file dsdata.pdf to determine how the superseded data were derived.
 QT0228
 QT0228_MARKER: DB = BENCH MARK DISK
 QT0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0228_STAMPING: Y 26 1934
 QT0228_MARK LOGO: CGS
 QT0228_PROJECTION: PROJECTING 9 CENTIMETERS
 QT0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0228+STABILITY: SURFACE MOTION
 QT0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0228+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 QT0228
 QT0228  HISTORY     - Date     Condition        Report By
 QT0228  HISTORY     - 1934     MONUMENTED       CGS
 QT0228  HISTORY     - 1965     GOOD             CGS
 QT0228  HISTORY     - 19980928 GOOD             NGS
 QT0228  HISTORY     - 20200507 GOOD             SDDT
 QT0228
 QT0228                          STATION DESCRIPTION
 QT0228
 QT0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 QT0228'2.6 MI S FROM LUDLOW.
 QT0228'2.6 MILES SOUTH OF LUDLOW, THENCE 0.6 MILE WEST, IN THE WEST
 QT0228'HALF OF SECTION 9, T 21 N, R 6 E, 155 FEET WEST OF THE CENTERLINE
 QT0228'OF THE HIGHWAY, 46 FEET WEST AND 11 FEET SOUTH OF A T-FENCE WEST,
 QT0228'SET IN A CONCRETE POST.  A STANDARD DISK STAMPED Y 26 1934.
 QT0228'NOTE-- THIS MARK WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION
 QT0228'STATION LUD.
 QT0228
 QT0228                          STATION RECOVERY (1998)
 QT0228
 QT0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0228'4.3 KM (2.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 QT0228'IN LUDLOW, 252.0 M (826.8 FT) NORTH OF MILEPOST 144, 43.7 M (143.4 FT)
 QT0228'WEST OF THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT) NORTHWEST OF A
 QT0228'WITNESS POST AND FENCE, 3.0 M (9.8 FT) SOUTH OF A FENCE, 1.0 M (3.3
 QT0228'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 QT0228'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 QT0228'OWNED BY LEX BURGHDUFF, HC 63, BOX 22, LUDLOW, SD 57755.
 QT0228
 QT0228                          STATION RECOVERY (2020)
 QT0228
 QT0228'RECOVERY NOTE BY SD DEPT OF TRANSP 2020 (JC)
 QT0228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0089 ***********************************************************************
 QS0089  DESIGNATION -  Y 27
 QS0089  PID         -  QS0089
 QS0089  STATE/COUNTY-  SD/WALWORTH
 QS0089  COUNTRY     -  US
 QS0089  USGS QUAD   -  SELBY (2017)
 QS0089
 QS0089                         *CURRENT SURVEY CONTROL
 QS0089  ______________________________________________________________________
 QS0089* NAD 83(1986) POSITION- 45 30 16.     (N) 100 06 40.     (W)   SCALED
 QS0089* NAVD 88 ORTHO HEIGHT -   560.315 (meters)     1838.30  (feet) ADJUSTED
 QS0089  ______________________________________________________________________
 QS0089  GEOID HEIGHT    -        -22.219 (meters)                     GEOID18
 QS0089  DYNAMIC HEIGHT  -        560.258 (meters)     1838.11  (feet) COMP
 QS0089  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 QS0089
 QS0089  VERT ORDER      -  FIRST     CLASS II
 QS0089
 QS0089.The horizontal coordinates were scaled from a map and have
 QS0089.an estimated accuracy of +/- 6 seconds.
 QS0089
 QS0089.The orthometric height was determined by differential leveling and
 QS0089.adjusted by the NATIONAL GEODETIC SURVEY
 QS0089.in June 1991.
 QS0089
 QS0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0089.GEOID18 height accuracy estimate available here.
 QS0089
 QS0089.Click photographs - Photos may exist for this station.
 QS0089
 QS0089.The dynamic height is computed by dividing the NAVD 88
 QS0089.geopotential number by the normal gravity value computed on the
 QS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0089.degrees latitude (g = 980.6199 gals.).
 QS0089
 QS0089.The modeled gravity was interpolated from observed gravity values.
 QS0089
 QS0089;                    North         East    Units  Estimated Accuracy
 QS0089;SPC SD N     -   185,710.      591,320.      MT  (+/- 180 meters Scaled)
 QS0089
 QS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR131395(NAD 83)
 QS0089
 QS0089                          SUPERSEDED SURVEY CONTROL
 QS0089
 QS0089  NGVD 29 (??/??/92)  559.944  (m)         1837.08   (f) ADJ UNCH    1 2
 QS0089
 QS0089.Superseded values are not recommended for survey control.
 QS0089
 QS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0089.See file dsdata.pdf to determine how the superseded data were derived.
 QS0089
 QS0089_MARKER: DB = BENCH MARK DISK
 QS0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0089_STAMPING: Y 27 1934
 QS0089_MARK LOGO: CGS
 QS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0089+STABILITY: SURFACE MOTION
 QS0089
 QS0089  HISTORY     - Date     Condition        Report By
 QS0089  HISTORY     - 1934     MONUMENTED       CGS
 QS0089  HISTORY     - 1964     GOOD             CGS
 QS0089
 QS0089                          STATION DESCRIPTION
 QS0089
 QS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QS0089'3.8 MI SW FROM SELBY.
 QS0089'3.8 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0089'PACIFIC RAILROAD FROM SELBY, WALWORTH COUNTY, T 123-124 N,
 QS0089'R 77 W, ABOUT 250 FEET WEST OF A PRIVATE ROAD CROSSING NEAR
 QS0089'NORTH CENTER OF SECTION 6, 12 FEET NORTHWEST OF MILEPOST 788,
 QS0089'40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 9 FEET SOUTH OF THE
 QS0089'RIGHT-OF-WAY FENCE, A STANDARD DISK, STAMPED Y 27 1934 AND SET
 QS0089'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0251 ***********************************************************************
 QS0251  DESIGNATION -  Y 28
 QS0251  PID         -  QS0251
 QS0251  STATE/COUNTY-  SD/DEWEY
 QS0251  COUNTRY     -  US
 QS0251  USGS QUAD   -  TRAIL CITY (2017)
 QS0251
 QS0251                         *CURRENT SURVEY CONTROL
 QS0251  ______________________________________________________________________
 QS0251* NAD 83(1986) POSITION- 45 28 22.     (N) 100 43 45.     (W)   SCALED
 QS0251* NAVD 88 ORTHO HEIGHT -   655.172 (meters)     2149.51  (feet) ADJUSTED
 QS0251  ______________________________________________________________________
 QS0251  GEOID HEIGHT    -        -21.442 (meters)                     GEOID18
 QS0251  DYNAMIC HEIGHT  -        655.095 (meters)     2149.26  (feet) COMP
 QS0251  MODELED GRAVITY -    980,476.7   (mgal)                       NAVD 88
 QS0251
 QS0251  VERT ORDER      -  FIRST     CLASS II
 QS0251
 QS0251.The horizontal coordinates were scaled from a map and have
 QS0251.an estimated accuracy of +/- 6 seconds.
 QS0251
 QS0251.The orthometric height was determined by differential leveling and
 QS0251.adjusted by the NATIONAL GEODETIC SURVEY
 QS0251.in June 1991.
 QS0251
 QS0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0251.GEOID18 height accuracy estimate available here.
 QS0251
 QS0251.Click photographs - Photos may exist for this station.
 QS0251
 QS0251.The dynamic height is computed by dividing the NAVD 88
 QS0251.geopotential number by the normal gravity value computed on the
 QS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0251.degrees latitude (g = 980.6199 gals.).
 QS0251
 QS0251.The modeled gravity was interpolated from observed gravity values.
 QS0251
 QS0251;                    North         East    Units  Estimated Accuracy
 QS0251;SPC SD N     -   182,440.      542,990.      MT  (+/- 180 meters Scaled)
 QS0251
 QS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR648369(NAD 83)
 QS0251
 QS0251                          SUPERSEDED SURVEY CONTROL
 QS0251
 QS0251  NGVD 29 (??/??/92)  654.760  (m)         2148.16   (f) ADJ UNCH    1 2
 QS0251
 QS0251.Superseded values are not recommended for survey control.
 QS0251
 QS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0251.See file dsdata.pdf to determine how the superseded data were derived.
 QS0251
 QS0251_MARKER: DB = BENCH MARK DISK
 QS0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0251_STAMPING: Y 28 1934
 QS0251_MARK LOGO: CGS
 QS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0251+STABILITY: SURFACE MOTION
 QS0251
 QS0251  HISTORY     - Date     Condition        Report By
 QS0251  HISTORY     - 1934     MONUMENTED       CGS
 QS0251  HISTORY     - 1975     MARK NOT FOUND   USGS
 QS0251  HISTORY     - 19990623 MARK NOT FOUND   NGS
 QS0251
 QS0251                          STATION DESCRIPTION
 QS0251
 QS0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0251'AT TRAIL CITY.
 QS0251'AT TRAIL CITY, DEWEY COUNTY, IN THE SOUTHEAST CORNER OF THE
 QS0251'SCHOOLYARD, ABOUT 43 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 QS0251'OF THE BUILDING, 4 FEET WEST OF ONE FENCE, AND 2 FEET NORTH OF
 QS0251'ANOTHER FENCE.  A STANDARD DISK, STAMPED Y 28 1934 AND SET IN
 QS0251'THE TOP OF A CONCRETE POST.
 QS0251
 QS0251                          STATION RECOVERY (1975)
 QS0251
 QS0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QS0251'MARK NOT FOUND.
 QS0251
 QS0251                          STATION RECOVERY (1999)
 QS0251
 QS0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0251'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0216 ***********************************************************************
 QT0216  DESIGNATION -  Y 29
 QT0216  PID         -  QT0216
 QT0216  STATE/COUNTY-  SD/HARDING
 QT0216  COUNTRY     -  US
 QT0216  USGS QUAD   -  WHITE HILL (2017)
 QT0216
 QT0216                         *CURRENT SURVEY CONTROL
 QT0216  ______________________________________________________________________
 QT0216* NAD 83(1986) POSITION- 45 32 15.     (N) 102 59 30.     (W)   SCALED
 QT0216* NAVD 88 ORTHO HEIGHT -   928.474 (meters)     3046.17  (feet) ADJUSTED
 QT0216  ______________________________________________________________________
 QT0216  GEOID HEIGHT    -        -16.919 (meters)                     GEOID18
 QT0216  DYNAMIC HEIGHT  -        928.322 (meters)     3045.67  (feet) COMP
 QT0216  MODELED GRAVITY -    980,420.2   (mgal)                       NAVD 88
 QT0216
 QT0216  VERT ORDER      -  FIRST     CLASS II
 QT0216
 QT0216.The horizontal coordinates were scaled from a map and have
 QT0216.an estimated accuracy of +/- 6 seconds.
 QT0216
 QT0216.The orthometric height was determined by differential leveling and
 QT0216.adjusted by the NATIONAL GEODETIC SURVEY
 QT0216.in June 1991.
 QT0216
 QT0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0216.GEOID18 height accuracy estimate available here.
 QT0216
 QT0216.Click photographs - Photos may exist for this station.
 QT0216
 QT0216.The dynamic height is computed by dividing the NAVD 88
 QT0216.geopotential number by the normal gravity value computed on the
 QT0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0216.degrees latitude (g = 980.6199 gals.).
 QT0216
 QT0216.The modeled gravity was interpolated from observed gravity values.
 QT0216
 QT0216;                    North         East    Units  Estimated Accuracy
 QT0216;SPC SD N     -   193,690.      366,390.      MT  (+/- 180 meters Scaled)
 QT0216
 QT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL567446(NAD 83)
 QT0216
 QT0216                          SUPERSEDED SURVEY CONTROL
 QT0216
 QT0216  NGVD 29 (??/??/92)  928.00   (m)         3044.6    (f) COMPUTED    1 2
 QT0216
 QT0216.Superseded values are not recommended for survey control.
 QT0216
 QT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0216.See file dsdata.pdf to determine how the superseded data were derived.
 QT0216
 QT0216_MARKER: DB = BENCH MARK DISK
 QT0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0216_STAMPING: Y 29 1934
 QT0216_MARK LOGO: CGS
 QT0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0216+STABILITY: SURFACE MOTION
 QT0216
 QT0216  HISTORY     - Date     Condition        Report By
 QT0216  HISTORY     - 1934     MONUMENTED       CGS
 QT0216  HISTORY     - 19990621 MARK NOT FOUND   NGS
 QT0216
 QT0216                          STATION DESCRIPTION
 QT0216
 QT0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0216'4.5 MI SE FROM REVA.
 QT0216'4.5 MILES SE OF AND ALONG STATE HWY 8 AT A JOG IN FENCE LINE,
 QT0216'72 FT SW OF CENTER OF HIGHWAY, 6 FT NE OF FENCE LINE.
 QT0216
 QT0216                          STATION RECOVERY (1999)
 QT0216
 QT0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0216'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE7958 ***********************************************************************
 AE7958  DESIGNATION -  Y 29 RESET
 AE7958  PID         -  AE7958
 AE7958  STATE/COUNTY-  SD/HARDING
 AE7958  COUNTRY     -  US
 AE7958  USGS QUAD   -  WHITE HILL (2017)
 AE7958
 AE7958                         *CURRENT SURVEY CONTROL
 AE7958  ______________________________________________________________________
 AE7958* NAD 83(1986) POSITION- 45 32 15.     (N) 102 59 30.     (W)   SCALED
 AE7958* NAVD 88 ORTHO HEIGHT -   927.26  (meters)     3042.2   (feet) RESET
 AE7958  ______________________________________________________________________
 AE7958  GEOID HEIGHT    -        -16.919 (meters)                     GEOID18
 AE7958  VERT ORDER      -  THIRD
 AE7958
 AE7958.The horizontal coordinates were scaled from a map and have
 AE7958.an estimated accuracy of +/- 6 seconds.
 AE7958
 AE7958.The orthometric height was computed from unverified reset data.
 AE7958
 AE7958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7958.GEOID18 height accuracy estimate available here.
 AE7958
 AE7958.Click photographs - Photos may exist for this station.
 AE7958
 AE7958;                    North         East    Units  Estimated Accuracy
 AE7958;SPC SD N     -   193,690.      366,390.      MT  (+/- 180 meters Scaled)
 AE7958
 AE7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL567446(NAD 83)
 AE7958
 AE7958                          SUPERSEDED SURVEY CONTROL
 AE7958
 AE7958.No superseded survey control is available for this station.
 AE7958
 AE7958_MARKER: DB = BENCH MARK DISK
 AE7958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7958_STAMPING: Y 29 RESET 1959
 AE7958_MARK LOGO: CGS
 AE7958_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7958+STABILITY: SURFACE MOTION
 AE7958
 AE7958  HISTORY     - Date     Condition        Report By
 AE7958  HISTORY     - 1959     MONUMENTED       CGS
 AE7958
 AE7958                          STATION DESCRIPTION
 AE7958
 AE7958'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WGT)
 AE7958'4.9 MILES (7.9 KM) EAST ALONG STATE HIGHWAY 8 FROM REVA, ABOUT 0.15
 AE7958'MILE (0.24 KM) EAST OF TRIANGULATION STATION SAGE AND 100 FEET (30.5
 AE7958'M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK SET IN
 AE7958'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0188 ***********************************************************************
 QS0188  DESIGNATION -  Y 294
 QS0188  PID         -  QS0188
 QS0188  STATE/COUNTY-  SD/WALWORTH
 QS0188  COUNTRY     -  US
 QS0188  USGS QUAD   -  AKASKA NE (2017)
 QS0188
 QS0188                         *CURRENT SURVEY CONTROL
 QS0188  ______________________________________________________________________
 QS0188* NAD 83(1986) POSITION- 45 28 21.     (N) 100 02 17.     (W)   SCALED
 QS0188* NAVD 88 ORTHO HEIGHT -   593.620 (meters)     1947.57  (feet) ADJUSTED
 QS0188  ______________________________________________________________________
 QS0188  GEOID HEIGHT    -        -22.268 (meters)                     GEOID18
 QS0188  DYNAMIC HEIGHT  -        593.557 (meters)     1947.36  (feet) COMP
 QS0188  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 QS0188
 QS0188  VERT ORDER      -  SECOND    CLASS 0
 QS0188
 QS0188.The horizontal coordinates were scaled from a map and have
 QS0188.an estimated accuracy of +/- 6 seconds.
 QS0188
 QS0188.The orthometric height was determined by differential leveling and
 QS0188.adjusted by the NATIONAL GEODETIC SURVEY
 QS0188.in June 1991.
 QS0188
 QS0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0188.GEOID18 height accuracy estimate available here.
 QS0188
 QS0188.Click photographs - Photos may exist for this station.
 QS0188
 QS0188.The dynamic height is computed by dividing the NAVD 88
 QS0188.geopotential number by the normal gravity value computed on the
 QS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0188.degrees latitude (g = 980.6199 gals.).
 QS0188
 QS0188.The modeled gravity was interpolated from observed gravity values.
 QS0188
 QS0188;                    North         East    Units  Estimated Accuracy
 QS0188;SPC SD N     -   182,150.      597,020.      MT  (+/- 180 meters Scaled)
 QS0188
 QS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188359(NAD 83)
 QS0188
 QS0188                          SUPERSEDED SURVEY CONTROL
 QS0188
 QS0188  NGVD 29 (??/??/92)  593.244  (m)         1946.33   (f) ADJ UNCH    2 0
 QS0188
 QS0188.Superseded values are not recommended for survey control.
 QS0188
 QS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0188.See file dsdata.pdf to determine how the superseded data were derived.
 QS0188
 QS0188_MARKER: DB = BENCH MARK DISK
 QS0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0188_STAMPING: Y 294 1940
 QS0188_MARK LOGO: CGS
 QS0188_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0188+STABILITY: SURFACE MOTION
 QS0188
 QS0188  HISTORY     - Date     Condition        Report By
 QS0188  HISTORY     - 1940     MONUMENTED       CGS
 QS0188  HISTORY     - 1968     MARK NOT FOUND   USGS
 QS0188  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0188
 QS0188                          STATION DESCRIPTION
 QS0188
 QS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0188'2.6 MI S FROM SELBY.
 QS0188'2.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QS0188'SELBY, WALWORTH COUNTY, 0.4 MILE SOUTH OF A SECTION-LINE ROAD,
 QS0188'AT THE TOP OF A SMALL HILL, 44.6 FEET WEST OF THE CENTERLINE
 QS0188'OF THE HIGHWAY, AND 0.3 FOOT EAST OF A WHITE WOODEN WITNESS
 QS0188'POST.  A STANDARD DISK, STAMPED Y 294 1940 AND SET IN THE TOP
 QS0188'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THERE
 QS0188'HAS BEEN HIGHWAY CONSTRUCTION IN THIS AREA.
 QS0188
 QS0188                          STATION RECOVERY (1968)
 QS0188
 QS0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QS0188'MARK NOT FOUND.
 QS0188
 QS0188                          STATION RECOVERY (1997)
 QS0188
 QS0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0188'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0318 ***********************************************************************
 PS0318  DESIGNATION -  Y 295
 PS0318  PID         -  PS0318
 PS0318  STATE/COUNTY-  SD/HYDE
 PS0318  COUNTRY     -  US
 PS0318  USGS QUAD   -  MITCHELL LAKE (2017)
 PS0318
 PS0318                         *CURRENT SURVEY CONTROL
 PS0318  ______________________________________________________________________
 PS0318* NAD 83(1986) POSITION- 44 43 11.     (N) 099 27 05.     (W)   SCALED
 PS0318* NAVD 88 ORTHO HEIGHT -   520.579 (meters)     1707.93  (feet) ADJUSTED
 PS0318  ______________________________________________________________________
 PS0318  GEOID HEIGHT    -        -23.316 (meters)                     GEOID18
 PS0318  DYNAMIC HEIGHT  -        520.501 (meters)     1707.68  (feet) COMP
 PS0318  MODELED GRAVITY -    980,450.1   (mgal)                       NAVD 88
 PS0318
 PS0318  VERT ORDER      -  SECOND    CLASS 0
 PS0318
 PS0318.The horizontal coordinates were scaled from a map and have
 PS0318.an estimated accuracy of +/- 6 seconds.
 PS0318
 PS0318.The orthometric height was determined by differential leveling and
 PS0318.adjusted by the NATIONAL GEODETIC SURVEY
 PS0318.in June 1991.
 PS0318
 PS0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0318.GEOID18 height accuracy estimate available here.
 PS0318
 PS0318.Click photographs - Photos may exist for this station.
 PS0318
 PS0318.The dynamic height is computed by dividing the NAVD 88
 PS0318.geopotential number by the normal gravity value computed on the
 PS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0318.degrees latitude (g = 980.6199 gals.).
 PS0318
 PS0318.The modeled gravity was interpolated from observed gravity values.
 PS0318
 PS0318;                    North         East    Units  Estimated Accuracy
 PS0318;SPC SD N     -    98,650.      643,460.      MT  (+/- 180 meters Scaled)
 PS0318
 PS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ642519(NAD 83)
 PS0318
 PS0318                          SUPERSEDED SURVEY CONTROL
 PS0318
 PS0318  NGVD 29 (??/??/92)  520.241  (m)         1706.82   (f) ADJ UNCH    2 0
 PS0318
 PS0318.Superseded values are not recommended for survey control.
 PS0318
 PS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0318.See file dsdata.pdf to determine how the superseded data were derived.
 PS0318
 PS0318_MARKER: DB = BENCH MARK DISK
 PS0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0318_SP_SET: CULVERT HEADWALL
 PS0318_STAMPING: Y 295 1940
 PS0318_MARK LOGO: CGS
 PS0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0318+STABILITY: SURFACE MOTION
 PS0318
 PS0318  HISTORY     - Date     Condition        Report By
 PS0318  HISTORY     - 1940     MONUMENTED       CGS
 PS0318  HISTORY     - 1984     MARK NOT FOUND   NGS
 PS0318
 PS0318                          STATION DESCRIPTION
 PS0318
 PS0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0318'14.4 MI N FROM HIGHMORE.
 PS0318'14.4 MILES NORTH ALONG THE SENECA ROAD FROM THE CHICAGO AND
 PS0318'NORTH WESTERN RAILWAY STATION AT HIGHMORE, HYDE COUNTY, 0.1 MILE
 PS0318'SOUTH OF A FARM DRIVE, AT A CULVERT UNDER THE ROAD, IN THE TOP
 PS0318'OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, 13.5 FEET EAST
 PS0318'OF THE CENTERLINE OF THE ROAD, AND 1.9 FEET NORTH OF A WHITE
 PS0318'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Y 295 1940.
 PS0318
 PS0318                          STATION RECOVERY (1984)
 PS0318
 PS0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PS0318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0232 ***********************************************************************
 OR0232  DESIGNATION -  Y 296 RESET
 OR0232  PID         -  OR0232
 OR0232  STATE/COUNTY-  SD/CHARLES MIX
 OR0232  COUNTRY     -  US
 OR0232  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0232
 OR0232                         *CURRENT SURVEY CONTROL
 OR0232  ______________________________________________________________________
 OR0232* NAD 83(1986) POSITION- 43 10 12.     (N) 098 37 30.     (W)   SCALED
 OR0232* NAVD 88 ORTHO HEIGHT -   545.577 (meters)     1789.95  (feet) ADJUSTED
 OR0232  ______________________________________________________________________
 OR0232  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 OR0232  DYNAMIC HEIGHT  -        545.400 (meters)     1789.37  (feet) COMP
 OR0232  MODELED GRAVITY -    980,278.7   (mgal)                       NAVD 88
 OR0232
 OR0232  VERT ORDER      -  FIRST     CLASS II
 OR0232
 OR0232.The horizontal coordinates were scaled from a map and have
 OR0232.an estimated accuracy of +/- 6 seconds.
 OR0232
 OR0232.The orthometric height was determined by differential leveling and
 OR0232.adjusted by the NATIONAL GEODETIC SURVEY
 OR0232.in June 1991.
 OR0232
 OR0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0232.GEOID18 height accuracy estimate available here.
 OR0232
 OR0232.Click photographs - Photos may exist for this station.
 OR0232
 OR0232.The dynamic height is computed by dividing the NAVD 88
 OR0232.geopotential number by the normal gravity value computed on the
 OR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0232.degrees latitude (g = 980.6199 gals.).
 OR0232
 OR0232.The modeled gravity was interpolated from observed gravity values.
 OR0232
 OR0232;                    North         East    Units  Estimated Accuracy
 OR0232;SPC SD S     -    94,380.      738,900.      MT  (+/- 180 meters Scaled)
 OR0232
 OR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN304797(NAD 83)
 OR0232
 OR0232                          SUPERSEDED SURVEY CONTROL
 OR0232
 OR0232  NGVD 29 (??/??/92)  545.262  (m)         1788.91   (f) ADJ UNCH    1 2
 OR0232
 OR0232.Superseded values are not recommended for survey control.
 OR0232
 OR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0232.See file dsdata.pdf to determine how the superseded data were derived.
 OR0232
 OR0232_MARKER: DB = BENCH MARK DISK
 OR0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0232_STAMPING: Y 296 RESET 1941
 OR0232_MARK LOGO: CGS
 OR0232_PROJECTION: FLUSH
 OR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0232+STABILITY: SURFACE MOTION
 OR0232
 OR0232  HISTORY     - Date     Condition        Report By
 OR0232  HISTORY     - 1941     MONUMENTED       SDHD
 OR0232  HISTORY     - 1949     GOOD             CGS
 OR0232  HISTORY     - 20130201 MARK NOT FOUND   INDIV
 OR0232
 OR0232                          STATION DESCRIPTION
 OR0232
 OR0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0232'4.6 MI W FROM LAKE ANDES.
 OR0232'4.6 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO.
 OR0232'50 FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0232'STATION AT LAKE ANDES, IN THE SOUTHEAST QUARTER OF A NORTH-SOUTH
 OR0232'SECTION LINE ROAD CROSSING, 51.0 FEET SOUTH OF THE CENTER LINE
 OR0232'OF THE HIGHWAY, 34.0 FEET EAST OF THE CENTER LINE OF THE SECTION
 OR0232'LINE ROAD, 12.6 FEET SOUTHEAST OF THE CENTER LINE OF THE EAST
 OR0232'END OF A CONCRETE PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 5.0
 OR0232'FEET EAST OF A CORNER FENCE POST, 1.4 FEET NORTH OF A FENCE,
 OR0232'1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 OR0232'POST AND LEVEL WITH THE GROUND.
 OR0232
 OR0232                          STATION RECOVERY (2013)
 OR0232
 OR0232'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0070 ***********************************************************************
 OS0070  DESIGNATION -  Y 298
 OS0070  PID         -  OS0070
 OS0070  STATE/COUNTY-  SD/TRIPP
 OS0070  COUNTRY     -  US
 OS0070  USGS QUAD   -  WITTEN (2017)
 OS0070
 OS0070                         *CURRENT SURVEY CONTROL
 OS0070  ______________________________________________________________________
 OS0070* NAD 83(1986) POSITION- 43 29 13.     (N) 100 01 39.     (W)   SCALED
 OS0070* NAVD 88 ORTHO HEIGHT -   582.895 (meters)     1912.38  (feet) ADJUSTED
 OS0070  ______________________________________________________________________
 OS0070  GEOID HEIGHT    -        -25.341 (meters)                     GEOID18
 OS0070  DYNAMIC HEIGHT  -        582.691 (meters)     1911.71  (feet) COMP
 OS0070  MODELED GRAVITY -    980,251.6   (mgal)                       NAVD 88
 OS0070
 OS0070  VERT ORDER      -  SECOND    CLASS 0
 OS0070
 OS0070.The horizontal coordinates were scaled from a map and have
 OS0070.an estimated accuracy of +/- 6 seconds.
 OS0070
 OS0070.The orthometric height was determined by differential leveling and
 OS0070.adjusted by the NATIONAL GEODETIC SURVEY
 OS0070.in June 1991.
 OS0070
 OS0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0070.GEOID18 height accuracy estimate available here.
 OS0070
 OS0070.Click photographs - Photos may exist for this station.
 OS0070
 OS0070.The dynamic height is computed by dividing the NAVD 88
 OS0070.geopotential number by the normal gravity value computed on the
 OS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0070.degrees latitude (g = 980.6199 gals.).
 OS0070
 OS0070.The modeled gravity was interpolated from observed gravity values.
 OS0070
 OS0070;                    North         East    Units  Estimated Accuracy
 OS0070;SPC SD S     -   128,200.      624,740.      MT  (+/- 180 meters Scaled)
 OS0070
 OS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP169154(NAD 83)
 OS0070
 OS0070                          SUPERSEDED SURVEY CONTROL
 OS0070
 OS0070  NGVD 29 (??/??/92)  582.522  (m)         1911.16   (f) ADJ UNCH    2 0
 OS0070
 OS0070.Superseded values are not recommended for survey control.
 OS0070
 OS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0070.See file dsdata.pdf to determine how the superseded data were derived.
 OS0070
 OS0070_MARKER: DB = BENCH MARK DISK
 OS0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0070_SP_SET: CULVERT WINGWALL
 OS0070_STAMPING: Y 298 1940
 OS0070_MARK LOGO: CGS
 OS0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0070+STABILITY: SURFACE MOTION
 OS0070
 OS0070  HISTORY     - Date     Condition        Report By
 OS0070  HISTORY     - 1940     MONUMENTED       CGS
 OS0070  HISTORY     - 1977     GOOD             USGS
 OS0070
 OS0070                          STATION DESCRIPTION
 OS0070
 OS0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OS0070'16 MI NW FROM WINNER.
 OS0070'16 MILES NORTH-WEST OF THE COUNTY COURT HOUSE ALONG U.S. HY. 83
 OS0070'AT WINNER, 13 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 200
 OS0070'FEET SOUTH OF AN EAST-WEST SECTION-LINE ROAD, SET IN THE EAST
 OS0070'HEAD-WALL OF A CONCRETE CULVERT (CENTER), 8 FEET SOUTH OF A
 OS0070'WHITE MARKER STENCILED U.S.B.M.  A STANDARD DISK STAMPED Y-298
 OS0070'1940.
 OS0070
 OS0070                          STATION RECOVERY (1977)
 OS0070
 OS0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0070'WINNER, 7.5 MI N. AND 7.5 MI W. OF. 7 MI N. OF THE JCT. OF US HWYS.
 OS0070'18 AND 183, T-100 N., R-78 W., NEAR THE COR. OF SECS. 11,12,13 AND
 OS0070'14, 0.5 MI N. OF POINT WHERE US HWY. 183 TURNS NW., 200 FT S. AND 13
 OS0070'FT E. OF T-RD. E., SET IN THE CENTER OF THE EAST HEADWALL OF A CONC.
 OS0070'CUL. A STD. DISK STAMPED Y 298 1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0170 ***********************************************************************
 OR0170  DESIGNATION -  Y 301 RESET
 OR0170  PID         -  OR0170
 OR0170  STATE/COUNTY-  SD/CHARLES MIX
 OR0170  COUNTRY     -  US
 OR0170  USGS QUAD   -  LAKE GEORGE (2017)
 OR0170
 OR0170                         *CURRENT SURVEY CONTROL
 OR0170  ______________________________________________________________________
 OR0170* NAD 83(1986) POSITION- 43 23 03.     (N) 098 56 38.     (W)   SCALED
 OR0170* NAVD 88 ORTHO HEIGHT -   485.48  (+/-2cm)     1592.8   (feet) VERTCON3
 OR0170  ______________________________________________________________________
 OR0170  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 OR0170  VERT ORDER      -  THIRD (See Below)
 OR0170
 OR0170.The horizontal coordinates were scaled from a map and have
 OR0170.an estimated accuracy of +/- 6 seconds.
 OR0170
 OR0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0170
 OR0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0170.GEOID18 height accuracy estimate available here.
 OR0170
 OR0170.The vertical order pertains to the NGVD 29 superseded value.
 OR0170
 OR0170.Click photographs - Photos may exist for this station.
 OR0170
 OR0170;                    North         East    Units  Estimated Accuracy
 OR0170;SPC SD S     -   117,680.      712,570.      MT  (+/- 180 meters Scaled)
 OR0170
 OR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP045034(NAD 83)
 OR0170
 OR0170                          SUPERSEDED SURVEY CONTROL
 OR0170
 OR0170  NGVD 29 (??/??/??)  485.14   (m)         1591.7    (f) RESET       3  
 OR0170
 OR0170.Superseded values are not recommended for survey control.
 OR0170
 OR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0170.See file dsdata.pdf to determine how the superseded data were derived.
 OR0170
 OR0170_MARKER: DB = BENCH MARK DISK
 OR0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0170_STAMPING: Y 301 RESET 1963
 OR0170_MARK LOGO: CGS
 OR0170_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0170+STABILITY: SURFACE MOTION
 OR0170
 OR0170  HISTORY     - Date     Condition        Report By
 OR0170  HISTORY     - 1963     MONUMENTED       CGS
 OR0170
 OR0170                          STATION DESCRIPTION
 OR0170
 OR0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0170'5 MI W FROM PLATTE.
 OR0170'5.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION WITH
 OR0170'MAIN STREET IN PLATTE, CHARLES MIX COUNTY, ABOUT 0.05 MILE
 OR0170'WEST OF CROSSROADS ON THE NORTH SIDE OF THE HIGHWAY, ON TOP
 OR0170'OF THE OLD HIGHWAY BANK AND ACCORDING TO HIGHWAYS PLANS THE
 OR0170'MARK WILL BE ABOUT 30 FEET NORTH OF THE NORTH EDGE OF THE NEW
 OR0170'HIGHWAY RIGHT-OF-WAY, AND SET IN THE TOP OF A CONCRETE POST
 OR0170'PROJECTING 4 INCHES ABOVE THE GROUND.  A WHITE WOODEN WITNESS
 OR0170'POST WAS SET 2 FEET EAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0119 ***********************************************************************
 QS0119  DESIGNATION -  Y 303
 QS0119  PID         -  QS0119
 QS0119  STATE/COUNTY-  SD/CORSON
 QS0119  COUNTRY     -  US
 QS0119  USGS QUAD   -  MOBRIDGE (2017)
 QS0119
 QS0119                         *CURRENT SURVEY CONTROL
 QS0119  ______________________________________________________________________
 QS0119* NAD 83(1986) POSITION- 45 30 57.94   (N) 100 29 23.10   (W)   HD_HELD1
 QS0119* NAVD 88 ORTHO HEIGHT -   552.948 (meters)     1814.13  (feet) ADJUSTED
 QS0119  ______________________________________________________________________
 QS0119  GEOID HEIGHT    -        -21.755 (meters)                     GEOID18
 QS0119  DYNAMIC HEIGHT  -        552.901 (meters)     1813.98  (feet) COMP
 QS0119  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 QS0119
 QS0119  VERT ORDER      -  SECOND    CLASS 0
 QS0119
 QS0119.The horizontal coordinates were determined by differentially corrected
 QS0119.hand held GPS observations or other comparable positioning techniques
 QS0119.and have an estimated accuracy of +/- 3 meters.
 QS0119
 QS0119.The orthometric height was determined by differential leveling and
 QS0119.adjusted by the NATIONAL GEODETIC SURVEY
 QS0119.in June 1991.
 QS0119
 QS0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0119.GEOID18 height accuracy estimate available here.
 QS0119
 QS0119.Click photographs - Photos may exist for this station.
 QS0119
 QS0119.The dynamic height is computed by dividing the NAVD 88
 QS0119.geopotential number by the normal gravity value computed on the
 QS0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0119.degrees latitude (g = 980.6199 gals.).
 QS0119
 QS0119.The modeled gravity was interpolated from observed gravity values.
 QS0119
 QS0119;                    North         East    Units  Estimated Accuracy
 QS0119;SPC SD N     -   187,112.6     561,734.3     MT  (+/- 3 meters HH1 GPS) 
 QS0119
 QS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8364341363(NAD 83)
 QS0119
 QS0119                          SUPERSEDED SURVEY CONTROL
 QS0119
 QS0119  NGVD 29 (??/??/92)  552.594  (m)         1812.97   (f) ADJ UNCH    2 0
 QS0119
 QS0119.Superseded values are not recommended for survey control.
 QS0119
 QS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0119.See file dsdata.pdf to determine how the superseded data were derived.
 QS0119
 QS0119_MARKER: DB = BENCH MARK DISK
 QS0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0119_STAMPING: Y 303 1945
 QS0119_MARK LOGO: CGS
 QS0119_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0119+STABILITY: SURFACE MOTION
 QS0119
 QS0119  HISTORY     - Date     Condition        Report By
 QS0119  HISTORY     - 1945     MONUMENTED       CGS
 QS0119  HISTORY     - 1953     GOOD             CGS
 QS0119  HISTORY     - 20080904 GOOD             GEOCAC
 QS0119
 QS0119                          STATION DESCRIPTION
 QS0119
 QS0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0119'3.8 MI SW FROM MOBRIDGE.
 QS0119'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0119'WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12 TO SITE OF MARK,
 QS0119'BENCH MARK IS AT THE JUNCTION OF U.S. HIGHWAY NO. 12 AND STATE
 QS0119'HIGHWAY NO. 8, 92.0 FEET NORTHEAST OF THE INTERSECTION OF THE
 QS0119'CENTER LINES OF THE TWO HIGHWAYS, 84.0 FEET EAST OF THE CENTER
 QS0119'LINE OF A GRAVELED ROAD LEADING NORTH, 56.0 FEET NORTH OF AND
 QS0119'ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF HIGHWAY 12 AND
 QS0119'1.0 FOOT WEST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED Y
 QS0119'303 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 QS0119'ABOVE GROUND.
 QS0119
 QS0119                          STATION RECOVERY (1953)
 QS0119
 QS0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0119'RECOVERED IN GOOD CONDITION.
 QS0119
 QS0119                          STATION RECOVERY (2008)
 QS0119
 QS0119'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 QS0119'THE STATION ISM LOCATED ABOUT 100 YARDS EAST OF THE INTERSECTION OF
 QS0119'STATE ROUTE 1806 AND THE PAVED ROAD THAT LEADS TO THE SACAKWEA
 QS0119'MONUMENT AND THE GRAVESITE OF SITTING BULL.  IT IS ABOUT 50 FEET NORTH
 QS0119'OF THE PAVED ROAD, ABOUT 18 FEET EAST OF A WOOD UTILITY POLE
 QS0119'WITH TWO GUY WIRES, THREE FEET SOUTH OF A BARBED WIRE FENCE, TWO FEET
 QS0119'WEST OF A FOUR BY FOUR WOOD POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0171 ***********************************************************************
 QS0171  DESIGNATION -  Y 304
 QS0171  PID         -  QS0171
 QS0171  STATE/COUNTY-  SD/DEWEY
 QS0171  COUNTRY     -  US
 QS0171  USGS QUAD   -  MOREAU SE (2017)
 QS0171
 QS0171                         *CURRENT SURVEY CONTROL
 QS0171  ______________________________________________________________________
 QS0171* NAD 83(1986) POSITION- 45 15 10.     (N) 100 16 00.     (W)   SCALED
 QS0171* NAVD 88 ORTHO HEIGHT -   477.848 (meters)     1567.74  (feet) ADJUSTED
 QS0171  ______________________________________________________________________
 QS0171  GEOID HEIGHT    -        -22.164 (meters)                     GEOID18
 QS0171  DYNAMIC HEIGHT  -        477.789 (meters)     1567.55  (feet) COMP
 QS0171  MODELED GRAVITY -    980,480.1   (mgal)                       NAVD 88
 QS0171
 QS0171  VERT ORDER      -  SECOND    CLASS 0
 QS0171
 QS0171.The horizontal coordinates were scaled from a map and have
 QS0171.an estimated accuracy of +/- 6 seconds.
 QS0171
 QS0171.The orthometric height was determined by differential leveling and
 QS0171.adjusted by the NATIONAL GEODETIC SURVEY
 QS0171.in June 1991.
 QS0171
 QS0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0171.GEOID18 height accuracy estimate available here.
 QS0171
 QS0171.Click photographs - Photos may exist for this station.
 QS0171
 QS0171.The dynamic height is computed by dividing the NAVD 88
 QS0171.geopotential number by the normal gravity value computed on the
 QS0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0171.degrees latitude (g = 980.6199 gals.).
 QS0171
 QS0171.The modeled gravity was interpolated from observed gravity values.
 QS0171
 QS0171;                    North         East    Units  Estimated Accuracy
 QS0171;SPC SD N     -   157,770.      579,070.      MT  (+/- 180 meters Scaled)
 QS0171
 QS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR006118(NAD 83)
 QS0171
 QS0171                          SUPERSEDED SURVEY CONTROL
 QS0171
 QS0171  NGVD 29 (??/??/92)  477.480  (m)         1566.53   (f) ADJ UNCH    2 0
 QS0171
 QS0171.Superseded values are not recommended for survey control.
 QS0171
 QS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0171.See file dsdata.pdf to determine how the superseded data were derived.
 QS0171
 QS0171_MARKER: DB = BENCH MARK DISK
 QS0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0171_STAMPING: Y 304 1945
 QS0171_MARK LOGO: CGS
 QS0171_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0171+STABILITY: SURFACE MOTION
 QS0171
 QS0171  HISTORY     - Date     Condition        Report By
 QS0171  HISTORY     - 1945     MONUMENTED       CGS
 QS0171
 QS0171                          STATION DESCRIPTION
 QS0171
 QS0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0171'19.5 MI NW FROM CHEYENNE AGENCY.
 QS0171'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0171'WESTERLY 19.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0171'MARK IS ABOUT 200 YARDS SOUTHWEST OF A CHURCH, 48.0 FEET SOUTHWEST
 QS0171'OF AND ABOUT 1.5 FEET LOWER THAN CENTERLINE OF ROAD, 6.0 FEET
 QS0171'SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT NORTHEAST OF A FENCE,
 QS0171'1.0 FOOT NORTHWEST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED
 QS0171'Y 304 1945 IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 QS0171'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0289 ***********************************************************************
 QS0289  DESIGNATION -  Y 305
 QS0289  PID         -  QS0289
 QS0289  STATE/COUNTY-  SD/DEWEY
 QS0289  COUNTRY     -  US
 QS0289  USGS QUAD   -  PROMISE (2017)
 QS0289
 QS0289                         *CURRENT SURVEY CONTROL
 QS0289  ______________________________________________________________________
 QS0289* NAD 83(1986) POSITION- 45 21 10.     (N) 100 35 49.     (W)   SCALED
 QS0289* NAVD 88 ORTHO HEIGHT -   489.375 (meters)     1605.56  (feet) ADJUSTED
 QS0289  ______________________________________________________________________
 QS0289  GEOID HEIGHT    -        -21.761 (meters)                     GEOID18
 QS0289  DYNAMIC HEIGHT  -        489.323 (meters)     1605.39  (feet) COMP
 QS0289  MODELED GRAVITY -    980,494.9   (mgal)                       NAVD 88
 QS0289
 QS0289  VERT ORDER      -  SECOND    CLASS 0
 QS0289
 QS0289.The horizontal coordinates were scaled from a map and have
 QS0289.an estimated accuracy of +/- 6 seconds.
 QS0289
 QS0289.The orthometric height was determined by differential leveling and
 QS0289.adjusted by the NATIONAL GEODETIC SURVEY
 QS0289.in June 1991.
 QS0289
 QS0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0289.GEOID18 height accuracy estimate available here.
 QS0289
 QS0289.Click photographs - Photos may exist for this station.
 QS0289
 QS0289.The dynamic height is computed by dividing the NAVD 88
 QS0289.geopotential number by the normal gravity value computed on the
 QS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0289.degrees latitude (g = 980.6199 gals.).
 QS0289
 QS0289.The modeled gravity was interpolated from observed gravity values.
 QS0289
 QS0289;                    North         East    Units  Estimated Accuracy
 QS0289;SPC SD N     -   169,020.      553,230.      MT  (+/- 180 meters Scaled)
 QS0289
 QS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR749233(NAD 83)
 QS0289
 QS0289                          SUPERSEDED SURVEY CONTROL
 QS0289
 QS0289  NGVD 29 (??/??/92)  488.997  (m)         1604.32   (f) ADJ UNCH    2 0
 QS0289
 QS0289.Superseded values are not recommended for survey control.
 QS0289
 QS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0289.See file dsdata.pdf to determine how the superseded data were derived.
 QS0289
 QS0289_MARKER: DB = BENCH MARK DISK
 QS0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0289_STAMPING: Y 305 1945
 QS0289_MARK LOGO: CGS
 QS0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0289+STABILITY: SURFACE MOTION
 QS0289
 QS0289  HISTORY     - Date     Condition        Report By
 QS0289  HISTORY     - 1945     MONUMENTED       CGS
 QS0289
 QS0289                          STATION DESCRIPTION
 QS0289
 QS0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0289'2.5 MI N FROM PROMISE.
 QS0289'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0289'RAILROAD STATION AT PROMISE GO NORTHWEST 1.9 MILES ALONG A
 QS0289'DIRT ROAD, THENCE EASTERLY 0.6 MILE ALONG A GRAVELED ROAD TO
 QS0289'SITE OF MARK, BENCH MARK IS 49.3 FEET NORTH OF AND ABOUT LEVEL
 QS0289'WITH THE CENTER LINE OF THE ROAD, 80.0 FEET NORTH OF A TELEPHONE
 QS0289'POLE, 2.5 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4
 QS0289'MARKER POST.  AN IRON DISK STAMPED Y 305 1945 SET IN THE TOP
 QS0289'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0391 ***********************************************************************
 QS0391  DESIGNATION -  Y 306
 QS0391  PID         -  QS0391
 QS0391  STATE/COUNTY-  SD/CORSON
 QS0391  COUNTRY     -  US
 QS0391  USGS QUAD   -  MAHTO NE (2017)
 QS0391
 QS0391                         *CURRENT SURVEY CONTROL
 QS0391  ______________________________________________________________________
 QS0391* NAD 83(1986) POSITION- 45 55 37.     (N) 100 31 23.     (W)   SCALED
 QS0391* NAVD 88 ORTHO HEIGHT -   493.115 (meters)     1617.83  (feet) ADJUSTED
 QS0391  ______________________________________________________________________
 QS0391  GEOID HEIGHT    -        -21.585 (meters)                     GEOID18
 QS0391  DYNAMIC HEIGHT  -        493.090 (meters)     1617.75  (feet) COMP
 QS0391  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 QS0391
 QS0391  VERT ORDER      -  FIRST     CLASS II
 QS0391
 QS0391.The horizontal coordinates were scaled from a map and have
 QS0391.an estimated accuracy of +/- 6 seconds.
 QS0391
 QS0391.The orthometric height was determined by differential leveling and
 QS0391.adjusted by the NATIONAL GEODETIC SURVEY
 QS0391.in June 1991.
 QS0391
 QS0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0391.GEOID18 height accuracy estimate available here.
 QS0391
 QS0391.Click photographs - Photos may exist for this station.
 QS0391
 QS0391.The dynamic height is computed by dividing the NAVD 88
 QS0391.geopotential number by the normal gravity value computed on the
 QS0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0391.degrees latitude (g = 980.6199 gals.).
 QS0391
 QS0391.The modeled gravity was interpolated from observed gravity values.
 QS0391
 QS0391;                    North         East    Units  Estimated Accuracy
 QS0391;SPC SD N     -   232,790.      559,430.      MT  (+/- 180 meters Scaled)
 QS0391
 QS0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR819870(NAD 83)
 QS0391
 QS0391                          SUPERSEDED SURVEY CONTROL
 QS0391
 QS0391  NGVD 29 (??/??/92)  492.733  (m)         1616.57   (f) ADJ UNCH    1 2
 QS0391
 QS0391.Superseded values are not recommended for survey control.
 QS0391
 QS0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0391.See file dsdata.pdf to determine how the superseded data were derived.
 QS0391
 QS0391_MARKER: DB = BENCH MARK DISK
 QS0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0391_STAMPING: Y 306 1945
 QS0391_MARK LOGO: CGS
 QS0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0391+STABILITY: SURFACE MOTION
 QS0391
 QS0391  HISTORY     - Date     Condition        Report By
 QS0391  HISTORY     - 1945     MONUMENTED       CGS
 QS0391  HISTORY     - 1949     GOOD             CGS
 QS0391  HISTORY     - 1959     GOOD             CGS
 QS0391
 QS0391                          STATION DESCRIPTION
 QS0391
 QS0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0391'2 MI NW FROM KENEL.
 QS0391'2.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0391'SCHOOL AT KENEL, 48.2 FEET NORTH OF THE CENTERLINE OF THE ROAD
 QS0391'AT A POINT WHERE THE TELEPHONE LINE TURNS NORTHWEST.  2.0 FEET
 QS0391'SOUTH OF A 4 X 4 INCH WHITE WOODEN WITNESS POST.  A STANDARD
 QS0391'DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 USGS
 QS0391'REPORT-- THE TOWN OF KENEL HAS BEEN MOVED 5.0 MILES SOUTH ALONG
 QS0391'A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0391
 QS0391                          STATION RECOVERY (1959)
 QS0391
 QS0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QS0391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0104 ***********************************************************************
 QS0104  DESIGNATION -  Y 307
 QS0104  PID         -  QS0104
 QS0104  STATE/COUNTY-  SD/WALWORTH
 QS0104  COUNTRY     -  US
 QS0104  USGS QUAD   -  MOBRIDGE (2017)
 QS0104
 QS0104                         *CURRENT SURVEY CONTROL
 QS0104  ______________________________________________________________________
 QS0104* NAD 83(1986) POSITION- 45 32 18.     (N) 100 26 58.     (W)   SCALED
 QS0104* NAVD 88 ORTHO HEIGHT -   500.098 (meters)     1640.74  (feet) ADJUSTED
 QS0104  ______________________________________________________________________
 QS0104  GEOID HEIGHT    -        -21.813 (meters)                     GEOID18
 QS0104  DYNAMIC HEIGHT  -        500.055 (meters)     1640.60  (feet) COMP
 QS0104  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QS0104
 QS0104  VERT ORDER      -  FIRST     CLASS II
 QS0104
 QS0104.The horizontal coordinates were scaled from a map and have
 QS0104.an estimated accuracy of +/- 6 seconds.
 QS0104
 QS0104.The orthometric height was determined by differential leveling and
 QS0104.adjusted by the NATIONAL GEODETIC SURVEY
 QS0104.in July 1998.
 QS0104
 QS0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0104.GEOID18 height accuracy estimate available here.
 QS0104
 QS0104.Click photographs - Photos may exist for this station.
 QS0104
 QS0104.The dynamic height is computed by dividing the NAVD 88
 QS0104.geopotential number by the normal gravity value computed on the
 QS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0104.degrees latitude (g = 980.6199 gals.).
 QS0104
 QS0104.The modeled gravity was interpolated from observed gravity values.
 QS0104
 QS0104;                    North         East    Units  Estimated Accuracy
 QS0104;SPC SD N     -   189,570.      564,900.      MT  (+/- 180 meters Scaled)
 QS0104
 QS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR868437(NAD 83)
 QS0104
 QS0104                          SUPERSEDED SURVEY CONTROL
 QS0104
 QS0104  NAVD 88 (06/15/91)  500.061  (m)         1640.62   (f) SUPERSEDED  1 2
 QS0104  NGVD 29 (??/??/92)  499.698  (m)         1639.43   (f) ADJ UNCH    1 2
 QS0104
 QS0104.Superseded values are not recommended for survey control.
 QS0104
 QS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0104.See file dsdata.pdf to determine how the superseded data were derived.
 QS0104
 QS0104_MARKER: DB = BENCH MARK DISK
 QS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0104_STAMPING: Y 307 1945
 QS0104_MARK LOGO: CGS
 QS0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0104+STABILITY: SURFACE MOTION
 QS0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0104+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 QS0104
 QS0104  HISTORY     - Date     Condition        Report By
 QS0104  HISTORY     - 1945     MONUMENTED       CGS
 QS0104  HISTORY     - 1949     GOOD             CGS
 QS0104  HISTORY     - 1966     GOOD             SDDT
 QS0104  HISTORY     - 19970311 GOOD             NGS
 QS0104  HISTORY     - 19990623 GOOD             NGS
 QS0104
 QS0104                          STATION DESCRIPTION
 QS0104
 QS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0104'1 MI NW FROM MOBRIDGE.
 QS0104'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0104'RAILROAD FROM THE STATION AT MOBRIDGE, 285 YARDS (PACED) SOUTH
 QS0104'OF THE LUTHERAN NORTHWEST ACADEMY, 63 YARDS (PACED) SOUTHEAST
 QS0104'OF A SEMAPHORE, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 QS0104'MAIN TRACK, 1.0 FOOT SOUTHEAST OF A REFERENCE POST, AND SET
 QS0104'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 QS0104
 QS0104                          STATION RECOVERY (1966)
 QS0104
 QS0104'RECOVERY NOTE BY SD DEPT OF TRANSP 1966
 QS0104'RECOVERED IN GOOD CONDITION.
 QS0104
 QS0104                          STATION RECOVERY (1997)
 QS0104
 QS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0104'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0104'MAIN STREET IN MOBRIDGE, 203.0 M (666.0 FT) WEST OF MILEPOST 189, 64.5
 QS0104'M (211.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT)
 QS0104'SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.8 M
 QS0104'(5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) EAST OF A
 QS0104'WITNESS POST, 0.4 M (1.3 FT) SOUTHEAST OF A 4 BY 4-INCH WOODEN POST,
 QS0104'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 QS0104
 QS0104                          STATION RECOVERY (1999)
 QS0104
 QS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0104'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QS0104'MAIN STREET IN MOBRIDGE, 203.0 M (666.0 FT) WEST OF MILEPOST 189, 64.5
 QS0104'M (211.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.6 M (47.9 FT)
 QS0104'SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.8 M
 QS0104'(5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) EAST OF A
 QS0104'WITNESS POST, 0.4 M (1.3 FT) SOUTHEAST OF A 4 BY 4-INCH WOODEN POST,
 QS0104'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0205 ***********************************************************************
 PT0205  DESIGNATION -  Y 308
 PT0205  PID         -  PT0205
 PT0205  STATE/COUNTY-  SD/HUGHES
 PT0205  COUNTRY     -  US
 PT0205  USGS QUAD   -  PIERRE NE (2017)
 PT0205
 PT0205                         *CURRENT SURVEY CONTROL
 PT0205  ______________________________________________________________________
 PT0205* NAD 83(1986) POSITION- 44 27 40.     (N) 100 22 14.     (W)   SCALED
 PT0205* NAVD 88 ORTHO HEIGHT -   516.267 (meters)     1693.79  (feet) ADJUSTED
 PT0205  ______________________________________________________________________
 PT0205  GEOID HEIGHT    -        -23.172 (meters)                     GEOID18
 PT0205  DYNAMIC HEIGHT  -        516.167 (meters)     1693.46  (feet) COMP
 PT0205  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 PT0205
 PT0205  VERT ORDER      -  FIRST     CLASS II
 PT0205
 PT0205.The horizontal coordinates were scaled from a map and have
 PT0205.an estimated accuracy of +/- 6 seconds.
 PT0205
 PT0205.The orthometric height was determined by differential leveling and
 PT0205.adjusted by the NATIONAL GEODETIC SURVEY
 PT0205.in June 1991.
 PT0205
 PT0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0205.GEOID18 height accuracy estimate available here.
 PT0205
 PT0205.Click photographs - Photos may exist for this station.
 PT0205
 PT0205.The dynamic height is computed by dividing the NAVD 88
 PT0205.geopotential number by the normal gravity value computed on the
 PT0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0205.degrees latitude (g = 980.6199 gals.).
 PT0205
 PT0205.The modeled gravity was interpolated from observed gravity values.
 PT0205
 PT0205;                    North         East    Units  Estimated Accuracy
 PT0205;SPC SD S     -   236,390.      597,040.      MT  (+/- 180 meters Scaled)
 PT0205
 PT0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ909240(NAD 83)
 PT0205
 PT0205                          SUPERSEDED SURVEY CONTROL
 PT0205
 PT0205  NGVD 29 (??/??/92)  515.88   (m)         1692.5    (f) COMPUTED    1 2
 PT0205
 PT0205.Superseded values are not recommended for survey control.
 PT0205
 PT0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0205.See file dsdata.pdf to determine how the superseded data were derived.
 PT0205
 PT0205_MARKER: DD = SURVEY DISK
 PT0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0205_STAMPING: Y 308
 PT0205_MARK LOGO: USACE
 PT0205_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0205+STABILITY: SURFACE MOTION
 PT0205
 PT0205  HISTORY     - Date     Condition        Report By
 PT0205  HISTORY     - UNK      MONUMENTED       USACE
 PT0205  HISTORY     - 1949     GOOD             CGS
 PT0205  HISTORY     - 1966     MARK NOT FOUND   USGS
 PT0205
 PT0205                          STATION DESCRIPTION
 PT0205
 PT0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0205'7.6 MI N FROM PIERRE.
 PT0205'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0205'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0205'1.0 MILE WEST ALONG A GRAVELED ROAD, AT A JUNCTION WITH A T ROAD
 PT0205'LEADING NORTH TO A SCHOOLHOUSE, ON THE EXTENDED CENTER LINE OF
 PT0205'THE ROAD LEADING NORTH, 34 FEET SOUTH OF THE CENTER LINE OF THE
 PT0205'GRAVELED ROAD, 1.0 FOOT NORTH OF A FENCE, 1.0 FOOT WEST OF A
 PT0205'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PT0205'0.4 FOOT ABOVE THE GROUND.
 PT0205
 PT0205                          STATION RECOVERY (1966)
 PT0205
 PT0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PT0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0050 ***********************************************************************
 PT0050  DESIGNATION -  Y 309 RESET
 PT0050  PID         -  PT0050
 PT0050  STATE/COUNTY-  SD/SULLY
 PT0050  COUNTRY     -  US
 PT0050  USGS QUAD   -  OKOBOJO SW (2017)
 PT0050
 PT0050                         *CURRENT SURVEY CONTROL
 PT0050  ______________________________________________________________________
 PT0050* NAD 83(1986) POSITION- 44 35 27.     (N) 100 26 45.     (W)   SCALED
 PT0050* NAVD 88 ORTHO HEIGHT -   532.50  (meters)     1747.0   (feet) RESET
 PT0050  ______________________________________________________________________
 PT0050  GEOID HEIGHT    -        -22.869 (meters)                     GEOID18
 PT0050  VERT ORDER      -  THIRD
 PT0050
 PT0050.The horizontal coordinates were scaled from a map and have
 PT0050.an estimated accuracy of +/- 6 seconds.
 PT0050
 PT0050.The orthometric height was computed from unverified reset data.
 PT0050
 PT0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0050.GEOID18 height accuracy estimate available here.
 PT0050
 PT0050.Click photographs - Photos may exist for this station.
 PT0050
 PT0050;                    North         East    Units  Estimated Accuracy
 PT0050;SPC SD N     -    84,270.      564,600.      MT  (+/- 180 meters Scaled)
 PT0050
 PT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852385(NAD 83)
 PT0050
 PT0050                          SUPERSEDED SURVEY CONTROL
 PT0050
 PT0050.No superseded survey control is available for this station.
 PT0050
 PT0050_MARKER: DB = BENCH MARK DISK
 PT0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0050_STAMPING: Y 309 RESET 1971
 PT0050_MARK LOGO: CGS
 PT0050_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0050+STABILITY: SURFACE MOTION
 PT0050
 PT0050  HISTORY     - Date     Condition        Report By
 PT0050  HISTORY     - 1971     MONUMENTED       NGS
 PT0050
 PT0050                          STATION DESCRIPTION
 PT0050
 PT0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0050'20.9 MI NW FROM PIERRE.
 PT0050'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION
 PT0050'WITH U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A CROSSROAD
 PT0050'AND A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 8.4
 PT0050'MILES TO A SECTION LINE ROAD EAST, 80 FEET WEST OF THE CENTER
 PT0050'OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE PROJECTED
 PT0050'CENTERLINE OF THE ROAD EAST, ON LINE WITH A FENCE TO THE WEST,
 PT0050'ABOUT 0.5 MILE SOUTH OF A SET OF RANCH BUILDINGS, 0.1 MILE SOUTH
 PT0050'OF A SMALL STOCK POND, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 PT0050'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0250 ***********************************************************************
 QT0250  DESIGNATION -  Y 31
 QT0250  PID         -  QT0250
 QT0250  STATE/COUNTY-  SD/HARDING
 QT0250  COUNTRY     -  US
 QT0250  USGS QUAD   -  SHEEP PEN DRAW SW (2017)
 QT0250
 QT0250                         *CURRENT SURVEY CONTROL
 QT0250  ______________________________________________________________________
 QT0250* NAD 83(1986) POSITION- 45 33 35.     (N) 103 28 10.     (W)   SCALED
 QT0250* NAVD 88 ORTHO HEIGHT -   878.000 (meters)     2880.57  (feet) ADJUSTED
 QT0250  ______________________________________________________________________
 QT0250  GEOID HEIGHT    -        -16.044 (meters)                     GEOID18
 QT0250  DYNAMIC HEIGHT  -        877.863 (meters)     2880.12  (feet) COMP
 QT0250  MODELED GRAVITY -    980,429.9   (mgal)                       NAVD 88
 QT0250
 QT0250  VERT ORDER      -  FIRST     CLASS II
 QT0250
 QT0250.The horizontal coordinates were scaled from a map and have
 QT0250.an estimated accuracy of +/- 6 seconds.
 QT0250
 QT0250.The orthometric height was determined by differential leveling and
 QT0250.adjusted by the NATIONAL GEODETIC SURVEY
 QT0250.in June 1991.
 QT0250
 QT0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0250.GEOID18 height accuracy estimate available here.
 QT0250
 QT0250.Click photographs - Photos may exist for this station.
 QT0250
 QT0250.The dynamic height is computed by dividing the NAVD 88
 QT0250.geopotential number by the normal gravity value computed on the
 QT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0250.degrees latitude (g = 980.6199 gals.).
 QT0250
 QT0250.The modeled gravity was interpolated from observed gravity values.
 QT0250
 QT0250;                    North         East    Units  Estimated Accuracy
 QT0250;SPC SD N     -   197,650.      329,210.      MT  (+/- 180 meters Scaled)
 QT0250
 QT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL194462(NAD 83)
 QT0250
 QT0250                          SUPERSEDED SURVEY CONTROL
 QT0250
 QT0250  NGVD 29 (??/??/92)  877.521  (m)         2879.00   (f) ADJ UNCH    1 2
 QT0250
 QT0250.Superseded values are not recommended for survey control.
 QT0250
 QT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0250.See file dsdata.pdf to determine how the superseded data were derived.
 QT0250
 QT0250_MARKER: DB = BENCH MARK DISK
 QT0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0250_STAMPING: Y 31 1934
 QT0250_MARK LOGO: CGS
 QT0250_PROJECTION: FLUSH
 QT0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0250+STABILITY: SURFACE MOTION
 QT0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0250+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 QT0250
 QT0250  HISTORY     - Date     Condition        Report By
 QT0250  HISTORY     - 1934     MONUMENTED       CGS
 QT0250  HISTORY     - 1941     GOOD             CGS
 QT0250  HISTORY     - 19990527 GOOD             NGS
 QT0250
 QT0250                          STATION DESCRIPTION
 QT0250
 QT0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QT0250'5.7 MI E FROM BUFFALO.
 QT0250'5.7 MILES EAST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 QT0250'AT BUFFALO, HARDING COUNTY, EAST OF A WATER HOLE, AND ABOUT
 QT0250'90 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 QT0250'DISK, STAMPED Y 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QT0250
 QT0250                          STATION RECOVERY (1999)
 QT0250
 QT0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QT0250'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0250'STATE HIGHWAY 20 IN BUFFALO, THENCE 6.0 KM (3.70 MI) EASTERLY ALONG
 QT0250'STATE HIGHWAY 20, 48.0 M (157.5 FT) SOUTHEAST OF MILEPOST 33, 39.1 M
 QT0250'(128.3 FT) SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE HIGHWAY,
 QT0250'26.4 M (86.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.9 M (9.5 FT) SOUTH
 QT0250'OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 QT0250'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 QT0250'MONUMENT IS ON STATE SCHOOL AND PUBLIC LAND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0082 ***********************************************************************
 PT0082  DESIGNATION -  Y 310
 PT0082  PID         -  PT0082
 PT0082  STATE/COUNTY-  SD/SULLY
 PT0082  COUNTRY     -  US
 PT0082  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0082
 PT0082                         *CURRENT SURVEY CONTROL
 PT0082  ______________________________________________________________________
 PT0082* NAD 83(1986) POSITION- 44 52 01.     (N) 100 19 32.     (W)   SCALED
 PT0082* NAVD 88 ORTHO HEIGHT -   555.624 (meters)     1822.91  (feet) ADJUSTED
 PT0082  ______________________________________________________________________
 PT0082  GEOID HEIGHT    -        -22.622 (meters)                     GEOID18
 PT0082  DYNAMIC HEIGHT  -        555.531 (meters)     1822.60  (feet) COMP
 PT0082  MODELED GRAVITY -    980,432.2   (mgal)                       NAVD 88
 PT0082
 PT0082  VERT ORDER      -  SECOND    CLASS 0
 PT0082
 PT0082.The horizontal coordinates were scaled from a map and have
 PT0082.an estimated accuracy of +/- 6 seconds.
 PT0082
 PT0082.The orthometric height was determined by differential leveling and
 PT0082.adjusted by the NATIONAL GEODETIC SURVEY
 PT0082.in June 1991.
 PT0082
 PT0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0082.GEOID18 height accuracy estimate available here.
 PT0082
 PT0082.Click photographs - Photos may exist for this station.
 PT0082
 PT0082.The dynamic height is computed by dividing the NAVD 88
 PT0082.geopotential number by the normal gravity value computed on the
 PT0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0082.degrees latitude (g = 980.6199 gals.).
 PT0082
 PT0082.The modeled gravity was interpolated from observed gravity values.
 PT0082
 PT0082;                    North         East    Units  Estimated Accuracy
 PT0082;SPC SD N     -   114,910.      574,270.      MT  (+/- 180 meters Scaled)
 PT0082
 PT0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952690(NAD 83)
 PT0082
 PT0082                          SUPERSEDED SURVEY CONTROL
 PT0082
 PT0082  NGVD 29 (??/??/92)  555.250  (m)         1821.68   (f) ADJ UNCH    2 0
 PT0082
 PT0082.Superseded values are not recommended for survey control.
 PT0082
 PT0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0082.See file dsdata.pdf to determine how the superseded data were derived.
 PT0082
 PT0082_MARKER: DB = BENCH MARK DISK
 PT0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0082_STAMPING: Y 310 1946
 PT0082_MARK LOGO: CGS
 PT0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0082+STABILITY: SURFACE MOTION
 PT0082
 PT0082  HISTORY     - Date     Condition        Report By
 PT0082  HISTORY     - 1946     MONUMENTED       CGS
 PT0082  HISTORY     - 1964     GOOD             USGS
 PT0082
 PT0082                          STATION DESCRIPTION
 PT0082
 PT0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0082'14.3 MI NW FROM AGAR.
 PT0082'14.3 MILES NORTHWEST ALONG A COUNTY ROAD, 12.3 MILES WEST,
 PT0082'THENCE 2.0 MILES NORTH OF THE RAILROAD STATION IN AGAR, NEAR
 PT0082'A FENCE CORNER, 31 FEET EAST OF THE CENTER OF THE MAIN ROAD,
 PT0082'33 FEET SOUTH OF THE CENTER OF A ROAD LEADING EAST, 8 FEET EAST
 PT0082'OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 2 FEET WEST
 PT0082'OF WITNESS POST.  NEAR COR. SECS. 10, 11, 14 AND 15, T 116 N.,
 PT0082'R. 79 W.  A STANDARD DISK STAMPED, Y 310 1946 AND SET IN THE
 PT0082'TOP OF A CONCRETE POST.
 PT0082
 PT0082                          STATION RECOVERY (1964)
 PT0082
 PT0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0011 ***********************************************************************
 QS0011  DESIGNATION -  Y 311
 QS0011  PID         -  QS0011
 QS0011  STATE/COUNTY-  SD/CORSON
 QS0011  COUNTRY     -  US
 QS0011  USGS QUAD   -  KENEL (2017)
 QS0011
 QS0011                         *CURRENT SURVEY CONTROL
 QS0011  ______________________________________________________________________
 QS0011* NAD 83(1986) POSITION- 45 51 45.     (N) 100 25 51.     (W)   SCALED
 QS0011* NAVD 88 ORTHO HEIGHT -   571.075 (meters)     1873.60  (feet) ADJUSTED
 QS0011  ______________________________________________________________________
 QS0011  GEOID HEIGHT    -        -21.716 (meters)                     GEOID18
 QS0011  DYNAMIC HEIGHT  -        571.040 (meters)     1873.49  (feet) COMP
 QS0011  MODELED GRAVITY -    980,536.3   (mgal)                       NAVD 88
 QS0011
 QS0011  VERT ORDER      -  FIRST     CLASS II
 QS0011
 QS0011.The horizontal coordinates were scaled from a map and have
 QS0011.an estimated accuracy of +/- 6 seconds.
 QS0011
 QS0011.The orthometric height was determined by differential leveling and
 QS0011.adjusted by the NATIONAL GEODETIC SURVEY
 QS0011.in June 1991.
 QS0011
 QS0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0011.GEOID18 height accuracy estimate available here.
 QS0011
 QS0011.Click photographs - Photos may exist for this station.
 QS0011
 QS0011.The dynamic height is computed by dividing the NAVD 88
 QS0011.geopotential number by the normal gravity value computed on the
 QS0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0011.degrees latitude (g = 980.6199 gals.).
 QS0011
 QS0011.The modeled gravity was interpolated from observed gravity values.
 QS0011
 QS0011;                    North         East    Units  Estimated Accuracy
 QS0011;SPC SD N     -   225,590.      566,540.      MT  (+/- 180 meters Scaled)
 QS0011
 QS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR889797(NAD 83)
 QS0011
 QS0011                          SUPERSEDED SURVEY CONTROL
 QS0011
 QS0011  NGVD 29 (??/??/92)  570.693  (m)         1872.35   (f) ADJ UNCH    1 2
 QS0011
 QS0011.Superseded values are not recommended for survey control.
 QS0011
 QS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0011.See file dsdata.pdf to determine how the superseded data were derived.
 QS0011
 QS0011_MARKER: DB = BENCH MARK DISK
 QS0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0011_STAMPING: Y 311 1945
 QS0011_MARK LOGO: CGS
 QS0011_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0011+STABILITY: SURFACE MOTION
 QS0011
 QS0011  HISTORY     - Date     Condition        Report By
 QS0011  HISTORY     - 1945     MONUMENTED       CGS
 QS0011  HISTORY     - 1949     GOOD             CGS
 QS0011
 QS0011                          STATION DESCRIPTION
 QS0011
 QS0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0011'6.7 MI SE FROM KENEL.
 QS0011'5.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0011'SCHOOL AT KENEL, THENCE 1.7 MILES EAST AND NORTHEAST ALONG A
 QS0011'TRAIL ROAD, NORTHWEST OF AND AT THE FOOT OF A HIGH CLIFF, ON
 QS0011'THE CREST OF PROMINENT SHOULDER EXTENDING 77 FEET NORTHWEST
 QS0011'OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A REFERENCE
 QS0011'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 QS0011'ABOVE THE GROUND.  NOTE-- THE TOWN OF KENEL HAS BEEN MOVED 5.0
 QS0011'MILE SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.  THE
 QS0011'FOUNDATIONS OF ITS OLD BUILDINGS STILL REMAIN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0073 ***********************************************************************
 PT0073  DESIGNATION -  Y 313
 PT0073  PID         -  PT0073
 PT0073  STATE/COUNTY-  SD/SULLY
 PT0073  COUNTRY     -  US
 PT0073  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0073
 PT0073                         *CURRENT SURVEY CONTROL
 PT0073  ______________________________________________________________________
 PT0073* NAD 83(1986) POSITION- 44 47 41.     (N) 100 19 29.     (W)   SCALED
 PT0073* NAVD 88 ORTHO HEIGHT -   562.161 (meters)     1844.36  (feet) ADJUSTED
 PT0073  ______________________________________________________________________
 PT0073  GEOID HEIGHT    -        -22.699 (meters)                     GEOID18
 PT0073  DYNAMIC HEIGHT  -        562.062 (meters)     1844.03  (feet) COMP
 PT0073  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 PT0073
 PT0073  VERT ORDER      -  SECOND    CLASS 0
 PT0073
 PT0073.The horizontal coordinates were scaled from a map and have
 PT0073.an estimated accuracy of +/- 6 seconds.
 PT0073
 PT0073.The orthometric height was determined by differential leveling and
 PT0073.adjusted by the NATIONAL GEODETIC SURVEY
 PT0073.in June 1991.
 PT0073
 PT0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0073.GEOID18 height accuracy estimate available here.
 PT0073
 PT0073.Click photographs - Photos may exist for this station.
 PT0073
 PT0073.The dynamic height is computed by dividing the NAVD 88
 PT0073.geopotential number by the normal gravity value computed on the
 PT0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0073.degrees latitude (g = 980.6199 gals.).
 PT0073
 PT0073.The modeled gravity was interpolated from observed gravity values.
 PT0073
 PT0073;                    North         East    Units  Estimated Accuracy
 PT0073;SPC SD N     -   106,880.      574,310.      MT  (+/- 180 meters Scaled)
 PT0073
 PT0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952610(NAD 83)
 PT0073
 PT0073                          SUPERSEDED SURVEY CONTROL
 PT0073
 PT0073  NGVD 29 (??/??/92)  561.780  (m)         1843.11   (f) ADJ UNCH    2 0
 PT0073
 PT0073.Superseded values are not recommended for survey control.
 PT0073
 PT0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0073.See file dsdata.pdf to determine how the superseded data were derived.
 PT0073
 PT0073_MARKER: DB = BENCH MARK DISK
 PT0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0073_STAMPING: Y 313 1946
 PT0073_MARK LOGO: CGS
 PT0073_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0073+STABILITY: SURFACE MOTION
 PT0073
 PT0073  HISTORY     - Date     Condition        Report By
 PT0073  HISTORY     - 1946     MONUMENTED       CGS
 PT0073  HISTORY     - 1964     GOOD             USGS
 PT0073
 PT0073                          STATION DESCRIPTION
 PT0073
 PT0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0073'15.3 MI WSW FROM AGAR.
 PT0073'15.3 MILES WEST SOUTHWEST TO REACH THE MARK FROM AGAR GO 12.3
 PT0073'MILES WEST ALONG A GRAVEL ROAD, THENCE SOUTH FOR 3 MILES TO A
 PT0073'WHITE FRAME SCHOOL HOUSE, 51.8 FEET NORTH OF A TELEPHONE POLE
 PT0073'AND IN LINE WITH A ROW OF POLES, ABOUT 100 YARDS NORTH OF THE
 PT0073'SCHOOL HOUSE, 43 FEET NORTH OF THE CENTERLINE OF A DIRT SECTION
 PT0073'ROAD, 36 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND
 PT0073'ABOUT 2 FEET LOWER, 3.2 FEET NORTH OF A FENCE CORNER 2 FEET
 PT0073'SOUTH OF A WHITE 4/4 MARKER POST, 1 FOOT EAST OF A FENCE, AND
 PT0073'PROJECTING 3 INCHES ABOVE THE GROUND.  NEAR COR. SECS. 2, 3, 10
 PT0073'AND 11, T. 115 N., R 79 W.  A STANDARD DISK SET IN TOP OF A
 PT0073'CONCRETE POST.
 PT0073
 PT0073                          STATION RECOVERY (1964)
 PT0073
 PT0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0157 ***********************************************************************
 PT0157  DESIGNATION -  Y 314
 PT0157  PID         -  PT0157
 PT0157  STATE/COUNTY-  SD/HUGHES
 PT0157  COUNTRY     -  US
 PT0157  USGS QUAD   -  ROUSSEAU (2017)
 PT0157
 PT0157                         *CURRENT SURVEY CONTROL
 PT0157  ______________________________________________________________________
 PT0157* NAD 83(1986) POSITION- 44 20 05.     (N) 100 03 46.     (W)   SCALED
 PT0157* NAVD 88 ORTHO HEIGHT -   440.126 (meters)     1443.98  (feet) ADJUSTED
 PT0157  ______________________________________________________________________
 PT0157  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 PT0157  DYNAMIC HEIGHT  -        440.038 (meters)     1443.69  (feet) COMP
 PT0157  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 PT0157
 PT0157  VERT ORDER      -  FIRST     CLASS II
 PT0157
 PT0157.The horizontal coordinates were scaled from a map and have
 PT0157.an estimated accuracy of +/- 6 seconds.
 PT0157
 PT0157.The orthometric height was determined by differential leveling and
 PT0157.adjusted by the NATIONAL GEODETIC SURVEY
 PT0157.in June 1991.
 PT0157
 PT0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0157.GEOID18 height accuracy estimate available here.
 PT0157
 PT0157.Click photographs - Photos may exist for this station.
 PT0157
 PT0157.The dynamic height is computed by dividing the NAVD 88
 PT0157.geopotential number by the normal gravity value computed on the
 PT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0157.degrees latitude (g = 980.6199 gals.).
 PT0157
 PT0157.The modeled gravity was interpolated from observed gravity values.
 PT0157
 PT0157;                    North         East    Units  Estimated Accuracy
 PT0157;SPC SD S     -   222,380.      621,580.      MT  (+/- 180 meters Scaled)
 PT0157
 PT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ152095(NAD 83)
 PT0157
 PT0157                          SUPERSEDED SURVEY CONTROL
 PT0157
 PT0157  NGVD 29 (??/??/92)  439.783  (m)         1442.85   (f) ADJ UNCH    1 2
 PT0157
 PT0157.Superseded values are not recommended for survey control.
 PT0157
 PT0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0157.See file dsdata.pdf to determine how the superseded data were derived.
 PT0157
 PT0157_MARKER: DB = BENCH MARK DISK
 PT0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PT0157_SP_SET: BRIDGE ABUTMENT
 PT0157_STAMPING: Y 314 1946
 PT0157_MARK LOGO: CGS
 PT0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0157
 PT0157  HISTORY     - Date     Condition        Report By
 PT0157  HISTORY     - 1946     MONUMENTED       CGS
 PT0157  HISTORY     - 1949     GOOD             CGS
 PT0157
 PT0157                          STATION DESCRIPTION
 PT0157
 PT0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0157'1.7 MI N FROM ROSSEAU.
 PT0157'1.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0157'FROM THE SCHOOLHOUSE AT ROUSSEAU, HUGHES COUNTY, AT BRIDGE 261,
 PT0157'IN THE TOP OF THE EAST END OF THE NORTH STONE ABUTMENT, 12
 PT0157'FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 0.8 FOOT
 PT0157'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 314 1946.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1468 ***********************************************************************
 NM1468  DESIGNATION -  Y 316
 NM1468  PID         -  NM1468
 NM1468  STATE/COUNTY-  SD/BON HOMME
 NM1468  COUNTRY     -  US
 NM1468  USGS QUAD   -  TYNDALL (2017)
 NM1468
 NM1468                         *CURRENT SURVEY CONTROL
 NM1468  ______________________________________________________________________
 NM1468* NAD 83(1986) POSITION- 42 53 38.79   (N) 097 51 08.12   (W)   HD_HELD1
 NM1468* NAVD 88 ORTHO HEIGHT -   422.324 (meters)     1385.57  (feet) ADJUSTED
 NM1468  ______________________________________________________________________
 NM1468  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 NM1468  DYNAMIC HEIGHT  -        422.187 (meters)     1385.13  (feet) COMP
 NM1468  MODELED GRAVITY -    980,284.6   (mgal)                       NAVD 88
 NM1468
 NM1468  VERT ORDER      -  SECOND    CLASS 0
 NM1468
 NM1468.The horizontal coordinates were determined by differentially corrected
 NM1468.hand held GPS observations or other comparable positioning techniques
 NM1468.and have an estimated accuracy of +/- 3 meters.
 NM1468
 NM1468.The orthometric height was determined by differential leveling and
 NM1468.adjusted by the NATIONAL GEODETIC SURVEY
 NM1468.in June 1991.
 NM1468
 NM1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1468.GEOID18 height accuracy estimate available here.
 NM1468
 NM1468.Click photographs - Photos may exist for this station.
 NM1468
 NM1468.The dynamic height is computed by dividing the NAVD 88
 NM1468.geopotential number by the normal gravity value computed on the
 NM1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1468.degrees latitude (g = 980.6199 gals.).
 NM1468
 NM1468.The modeled gravity was interpolated from observed gravity values.
 NM1468
 NM1468;                    North         East    Units  Estimated Accuracy
 NM1468;SPC SD S     -    65,324.4     802,623.6     MT  (+/- 3 meters HH1 GPS) 
 NM1468
 NM1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9371149694(NAD 83)
 NM1468
 NM1468                          SUPERSEDED SURVEY CONTROL
 NM1468
 NM1468  NGVD 29 (??/??/92)  422.100  (m)         1384.84   (f) ADJ UNCH    2 0
 NM1468
 NM1468.Superseded values are not recommended for survey control.
 NM1468
 NM1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1468.See file dsdata.pdf to determine how the superseded data were derived.
 NM1468
 NM1468_MARKER: DB = BENCH MARK DISK
 NM1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1468_STAMPING: Y 316 1946
 NM1468_MARK LOGO: CGS
 NM1468_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1468+STABILITY: SURFACE MOTION
 NM1468
 NM1468  HISTORY     - Date     Condition        Report By
 NM1468  HISTORY     - 1946     MONUMENTED       CGS
 NM1468  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1468
 NM1468                          STATION DESCRIPTION
 NM1468
 NM1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1468'5 MI NE FROM SPRINGFIELD.
 NM1468'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1468'ALONG STATE HIGHWAY NO. 37, THENCE EAST 2.0 MILES ALONG A GRAVELED
 NM1468'ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF TWO
 NM1468'GRAVELED ROADS, 58.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 NM1468'CENTER LINE OF THE EAST-WEST ROAD, 41.0 FEET EAST OF THE CENTER
 NM1468'LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT SOUTHWEST OF A FENCE AND
 NM1468'1.0 FOOT SOUTHEAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 NM1468'STAMPED Y 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NM1468'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM1468
 NM1468                          STATION RECOVERY (1974)
 NM1468
 NM1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0587 ***********************************************************************
 OR0587  DESIGNATION -  Y 317
 OR0587  PID         -  OR0587
 OR0587  STATE/COUNTY-  SD/GREGORY
 OR0587  COUNTRY     -  US
 OR0587  USGS QUAD   -  GREGORY SE (2017)
 OR0587
 OR0587                         *CURRENT SURVEY CONTROL
 OR0587  ______________________________________________________________________
 OR0587* NAD 83(1986) POSITION- 43 00 35.     (N) 099 17 46.     (W)   SCALED
 OR0587* NAVD 88 ORTHO HEIGHT -   678.533 (meters)     2226.15  (feet) ADJUSTED
 OR0587  ______________________________________________________________________
 OR0587  GEOID HEIGHT    -        -25.243 (meters)                     GEOID18
 OR0587  DYNAMIC HEIGHT  -        678.270 (meters)     2225.29  (feet) COMP
 OR0587  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 OR0587
 OR0587  VERT ORDER      -  SECOND    CLASS 0
 OR0587
 OR0587.The horizontal coordinates were scaled from a map and have
 OR0587.an estimated accuracy of +/- 6 seconds.
 OR0587
 OR0587.The orthometric height was determined by differential leveling and
 OR0587.adjusted by the NATIONAL GEODETIC SURVEY
 OR0587.in June 1991.
 OR0587
 OR0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0587.GEOID18 height accuracy estimate available here.
 OR0587
 OR0587.Click photographs - Photos may exist for this station.
 OR0587
 OR0587.The dynamic height is computed by dividing the NAVD 88
 OR0587.geopotential number by the normal gravity value computed on the
 OR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0587.degrees latitude (g = 980.6199 gals.).
 OR0587
 OR0587.The modeled gravity was interpolated from observed gravity values.
 OR0587
 OR0587;                    North         East    Units  Estimated Accuracy
 OR0587;SPC SD S     -    75,670.      684,560.      MT  (+/- 180 meters Scaled)
 OR0587
 OR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758619(NAD 83)
 OR0587
 OR0587                          SUPERSEDED SURVEY CONTROL
 OR0587
 OR0587  NGVD 29 (??/??/92)  678.23   (m)         2225.2    (f) COMPUTED    2 0
 OR0587
 OR0587.Superseded values are not recommended for survey control.
 OR0587
 OR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0587.See file dsdata.pdf to determine how the superseded data were derived.
 OR0587
 OR0587_MARKER: DB = BENCH MARK DISK
 OR0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0587_STAMPING: Y 317 1946
 OR0587_MARK LOGO: CGS
 OR0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0587+STABILITY: SURFACE MOTION
 OR0587
 OR0587  HISTORY     - Date     Condition        Report By
 OR0587  HISTORY     - 1946     MONUMENTED       CGS
 OR0587
 OR0587                          STATION DESCRIPTION
 OR0587
 OR0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0587'11.7 MI S FROM BURKE.
 OR0587'ALONG A GRAVELED COUNTY ROAD, 11.7 MILES SOUTH OF THE CHICAGO
 OR0587'AND NORTHWESTERN RAILROAD STATION IN BURKE, NEAR A SECTION
 OR0587'CORNER, 35 FEET EAST OF THE CENTER OF THE MAIN ROAD, 32 FEET
 OR0587'SOUTH OF THE CENTER OF A SIDE ROAD, 11 FEET SOUTH OF A CORNER
 OR0587'FENCE POST, 3 FEET NORTH OF WITNESS POST, 2 FEET EAST OF A
 OR0587'FENCE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0588 ***********************************************************************
 OR0588  DESIGNATION -  Y 317 RESET
 OR0588  PID         -  OR0588
 OR0588  STATE/COUNTY-  SD/GREGORY
 OR0588  COUNTRY     -  US
 OR0588  USGS QUAD   -  GREGORY SE (2017)
 OR0588
 OR0588                         *CURRENT SURVEY CONTROL
 OR0588  ______________________________________________________________________
 OR0588* NAD 83(1986) POSITION- 43 00 35.     (N) 099 17 46.     (W)   SCALED
 OR0588* NAVD 88 ORTHO HEIGHT -   678.22  (+/-2cm)     2225.1   (feet) VERTCON3
 OR0588  ______________________________________________________________________
 OR0588  GEOID HEIGHT    -        -25.243 (meters)                     GEOID18
 OR0588  VERT ORDER      -  THIRD (See Below)
 OR0588
 OR0588.The horizontal coordinates were scaled from a map and have
 OR0588.an estimated accuracy of +/- 6 seconds.
 OR0588
 OR0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0588
 OR0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0588.GEOID18 height accuracy estimate available here.
 OR0588
 OR0588.The vertical order pertains to the NGVD 29 superseded value.
 OR0588
 OR0588.Click photographs - Photos may exist for this station.
 OR0588
 OR0588;                    North         East    Units  Estimated Accuracy
 OR0588;SPC SD S     -    75,670.      684,560.      MT  (+/- 180 meters Scaled)
 OR0588
 OR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN758619(NAD 83)
 OR0588
 OR0588                          SUPERSEDED SURVEY CONTROL
 OR0588
 OR0588  NGVD 29 (??/??/??)  677.91   (m)         2224.1    (f) RESET       3  
 OR0588
 OR0588.Superseded values are not recommended for survey control.
 OR0588
 OR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0588.See file dsdata.pdf to determine how the superseded data were derived.
 OR0588
 OR0588_MARKER: DB = BENCH MARK DISK
 OR0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0588_STAMPING: X 317 RESET 1961
 OR0588_MARK LOGO: CGS
 OR0588_PROJECTION: PROJECTING 5 CENTIMETERS
 OR0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0588+STABILITY: SURFACE MOTION
 OR0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0588+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 OR0588
 OR0588  HISTORY     - Date     Condition        Report By
 OR0588  HISTORY     - 1961     MONUMENTED       CGS
 OR0588  HISTORY     - 20141210 GOOD             INDIV
 OR0588
 OR0588                          STATION DESCRIPTION
 OR0588
 OR0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OR0588'11.7 MI S FROM BURKE.
 OR0588'THIS MARK IS LOCATED 11.7 MILES SOUTH ALONG STATE HIGHWAY 47
 OR0588'FROM THE RAILROAD STATION IN BURKE, IN THE NORTHEAST ANGLE OF
 OR0588'CROSSROADS, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 44
 OR0588'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 10 FEET
 OR0588'NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE, AND IN THE
 OR0588'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 OR0588
 OR0588                          STATION RECOVERY (2014)
 OR0588
 OR0588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (LLB)
 OR0588'FOUND GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1448 ***********************************************************************
 NM1448  DESIGNATION -  Y 319
 NM1448  PID         -  NM1448
 NM1448  STATE/COUNTY-  SD/YANKTON
 NM1448  COUNTRY     -  US
 NM1448  USGS QUAD   -  TABOR NE (2017)
 NM1448
 NM1448                         *CURRENT SURVEY CONTROL
 NM1448  ______________________________________________________________________
 NM1448* NAD 83(1986) POSITION- 42 54 32.     (N) 097 34 32.     (W)   SCALED
 NM1448* NAVD 88 ORTHO HEIGHT -   493.621 (meters)     1619.49  (feet) ADJUSTED
 NM1448  ______________________________________________________________________
 NM1448  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 NM1448  DYNAMIC HEIGHT  -        493.470 (meters)     1618.99  (feet) COMP
 NM1448  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 NM1448
 NM1448  VERT ORDER      -  FIRST     CLASS II
 NM1448
 NM1448.The horizontal coordinates were scaled from a map and have
 NM1448.an estimated accuracy of +/- 6 seconds.
 NM1448
 NM1448.The orthometric height was determined by differential leveling and
 NM1448.adjusted by the NATIONAL GEODETIC SURVEY
 NM1448.in June 1991.
 NM1448
 NM1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1448.GEOID18 height accuracy estimate available here.
 NM1448
 NM1448.Click photographs - Photos may exist for this station.
 NM1448
 NM1448.The dynamic height is computed by dividing the NAVD 88
 NM1448.geopotential number by the normal gravity value computed on the
 NM1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1448.degrees latitude (g = 980.6199 gals.).
 NM1448
 NM1448.The modeled gravity was interpolated from observed gravity values.
 NM1448
 NM1448;                    North         East    Units  Estimated Accuracy
 NM1448;SPC SD S     -    67,680.      825,160.      MT  (+/- 180 meters Scaled)
 NM1448
 NM1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN162516(NAD 83)
 NM1448
 NM1448                          SUPERSEDED SURVEY CONTROL
 NM1448
 NM1448  NGVD 29 (??/??/92)  493.402  (m)         1618.77   (f) ADJ UNCH    1 2
 NM1448
 NM1448.Superseded values are not recommended for survey control.
 NM1448
 NM1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1448.See file dsdata.pdf to determine how the superseded data were derived.
 NM1448
 NM1448_MARKER: DB = BENCH MARK DISK
 NM1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1448_STAMPING: Y 319 1946
 NM1448_MARK LOGO: CGS
 NM1448_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1448+STABILITY: SURFACE MOTION
 NM1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1448+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 NM1448
 NM1448  HISTORY     - Date     Condition        Report By
 NM1448  HISTORY     - 1946     MONUMENTED       CGS
 NM1448  HISTORY     - 1979     GOOD             NGS
 NM1448  HISTORY     - 19930919 GOOD             NGS
 NM1448  HISTORY     - 20120319 GOOD             INDIV
 NM1448
 NM1448                          STATION DESCRIPTION
 NM1448
 NM1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1448'10.4 MI W FROM YANKTON.
 NM1448'ABOUT 10.4 MILES WESTERLY ALONG SOUTH DAKOTA STATE HIGHWAY NO.
 NM1448'50 FROM THE POST OFFICE AT YANKTON, AND AT A ROAD INTERSECTION,
 NM1448'207 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NM1448'HIGHWAY, 114 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOL
 NM1448'BUILDING, 40 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM1448'ROAD, 11 FEET NORTH OF THE CENTER OF THE EAST ENTRANCE OF THE
 NM1448'SCHOOL YARD, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  A
 NM1448'BRONZE DISC STAMPED Y 319 1946 AND SET IN THE TOP OF A CONCRETE
 NM1448'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 NM1448
 NM1448                          STATION RECOVERY (1979)
 NM1448
 NM1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NM1448'ABOUT 10.4 MILES WESTERLY ALONG STATE HIGHWY 50, FROM POST OFFICE IN
 NM1448'YANKTON. 207 FEET NORTH OF CENTER OF STATE HIGHWAY 50, 40 FT. WEST OF
 NM1448'CENTER OF GRAVEL ROAD, 11 FEET NORTH OF CENTER OF DRIVEWAY AND GATE,
 NM1448'1 FOOT WEST OF WITNESS POST. THE SCHOOL HOUSE MENTIONED IN ORIGINAL
 NM1448'DESCRIPTION NO LONGER EXISTS.
 NM1448
 NM1448                          STATION RECOVERY (1993)
 NM1448
 NM1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1448'15.6 KM (9.70 MI) WESTERLY ALONG STATE HIGHWAY 50 FROM THE NORTH
 NM1448'JUNCTION OF U.S. HIGHWAY 81 IN YANKTON, 63.0 M (206.7 FT) NORTH OF
 NM1448'THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) WEST OF THE CENTER OF A
 NM1448'GRAVELED ROAD, 1.1 M (3.6 FT) EAST OF A WITNESS POST AND FENCE, 1.0 M
 NM1448'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTHWEST OF
 NM1448'A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 NM1448'BELOW THE GROUND SURFACE.
 NM1448
 NM1448                          STATION RECOVERY (2012)
 NM1448
 NM1448'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0128 ***********************************************************************
 OS0128  DESIGNATION -  Y 320
 OS0128  PID         -  OS0128
 OS0128  STATE/COUNTY-  SD/TODD
 OS0128  COUNTRY     -  US
 OS0128  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0128
 OS0128                         *CURRENT SURVEY CONTROL
 OS0128  ______________________________________________________________________
 OS0128* NAD 83(1986) POSITION- 43 06 12.     (N) 100 17 50.     (W)   SCALED
 OS0128* NAVD 88 ORTHO HEIGHT -   750.327 (meters)     2461.70  (feet) ADJUSTED
 OS0128  ______________________________________________________________________
 OS0128  GEOID HEIGHT    -        -23.369 (meters)                     GEOID18
 OS0128  DYNAMIC HEIGHT  -        750.033 (meters)     2460.73  (feet) COMP
 OS0128  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 OS0128
 OS0128  VERT ORDER      -  SECOND    CLASS 0
 OS0128
 OS0128.The horizontal coordinates were scaled from a map and have
 OS0128.an estimated accuracy of +/- 6 seconds.
 OS0128
 OS0128.The orthometric height was determined by differential leveling and
 OS0128.adjusted by the NATIONAL GEODETIC SURVEY
 OS0128.in June 1991.
 OS0128
 OS0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0128.GEOID18 height accuracy estimate available here.
 OS0128
 OS0128.Click photographs - Photos may exist for this station.
 OS0128
 OS0128.The dynamic height is computed by dividing the NAVD 88
 OS0128.geopotential number by the normal gravity value computed on the
 OS0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0128.degrees latitude (g = 980.6199 gals.).
 OS0128
 OS0128.The modeled gravity was interpolated from observed gravity values.
 OS0128
 OS0128;                    North         East    Units  Estimated Accuracy
 OS0128;SPC SD S     -    85,540.      602,940.      MT  (+/- 180 meters Scaled)
 OS0128
 OS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN944731(NAD 83)
 OS0128
 OS0128                          SUPERSEDED SURVEY CONTROL
 OS0128
 OS0128  NGVD 29 (??/??/92)  749.996  (m)         2460.61   (f) ADJ UNCH    2 0
 OS0128
 OS0128.Superseded values are not recommended for survey control.
 OS0128
 OS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0128.See file dsdata.pdf to determine how the superseded data were derived.
 OS0128
 OS0128_MARKER: DB = BENCH MARK DISK
 OS0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0128_STAMPING: Y 320 1946
 OS0128_MARK LOGO: CGS
 OS0128_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0128+STABILITY: SURFACE MOTION
 OS0128
 OS0128  HISTORY     - Date     Condition        Report By
 OS0128  HISTORY     - 1946     MONUMENTED       CGS
 OS0128
 OS0128                          STATION DESCRIPTION
 OS0128
 OS0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0128'8.6 MI W FROM KEYAPAHA.
 OS0128'ABOUT 8.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0128'OFFICE AT KEYAPAHA, AND AT THE INTERSECTION WITH A NORTH-SOUTH
 OS0128'DIRT ROAD, 62 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 OS0128'OF THE EAST-WEST ROAD, 30 FEET WEST OF THE CENTER LINE OF THE
 OS0128'NORTH-SOUTH ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 OS0128'NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED Y 320
 OS0128'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 OS0128'INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0086 ***********************************************************************
 OS0086  DESIGNATION -  Y 321
 OS0086  PID         -  OS0086
 OS0086  STATE/COUNTY-  SD/TRIPP
 OS0086  COUNTRY     -  US
 OS0086  USGS QUAD   -  WITTEN SW (2017)
 OS0086
 OS0086                         *CURRENT SURVEY CONTROL
 OS0086  ______________________________________________________________________
 OS0086* NAD 83(1986) POSITION- 43 15 22.     (N) 100 11 11.     (W)   SCALED
 OS0086* NAVD 88 ORTHO HEIGHT -   763.126 (meters)     2503.69  (feet) ADJUSTED
 OS0086  ______________________________________________________________________
 OS0086  GEOID HEIGHT    -        -24.195 (meters)                     GEOID18
 OS0086  DYNAMIC HEIGHT  -        762.838 (meters)     2502.74  (feet) COMP
 OS0086  MODELED GRAVITY -    980,218.6   (mgal)                       NAVD 88
 OS0086
 OS0086  VERT ORDER      -  SECOND    CLASS 0
 OS0086
 OS0086.The horizontal coordinates were scaled from a map and have
 OS0086.an estimated accuracy of +/- 6 seconds.
 OS0086
 OS0086.The orthometric height was determined by differential leveling and
 OS0086.adjusted by the NATIONAL GEODETIC SURVEY
 OS0086.in June 1991.
 OS0086
 OS0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0086.GEOID18 height accuracy estimate available here.
 OS0086
 OS0086.Click photographs - Photos may exist for this station.
 OS0086
 OS0086.The dynamic height is computed by dividing the NAVD 88
 OS0086.geopotential number by the normal gravity value computed on the
 OS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0086.degrees latitude (g = 980.6199 gals.).
 OS0086
 OS0086.The modeled gravity was interpolated from observed gravity values.
 OS0086
 OS0086;                    North         East    Units  Estimated Accuracy
 OS0086;SPC SD S     -   102,520.      611,930.      MT  (+/- 180 meters Scaled)
 OS0086
 OS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN037899(NAD 83)
 OS0086
 OS0086                          SUPERSEDED SURVEY CONTROL
 OS0086
 OS0086  NGVD 29 (??/??/92)  762.770  (m)         2502.52   (f) ADJ UNCH    2 0
 OS0086
 OS0086.Superseded values are not recommended for survey control.
 OS0086
 OS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0086.See file dsdata.pdf to determine how the superseded data were derived.
 OS0086
 OS0086_MARKER: DB = BENCH MARK DISK
 OS0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0086_STAMPING: Y 321 1946
 OS0086_MARK LOGO: CGS
 OS0086_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0086+STABILITY: SURFACE MOTION
 OS0086
 OS0086  HISTORY     - Date     Condition        Report By
 OS0086  HISTORY     - 1946     MONUMENTED       CGS
 OS0086  HISTORY     - 1977     POOR             USGS
 OS0086
 OS0086                          STATION DESCRIPTION
 OS0086
 OS0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0086'10 MI SE FROM CARTER.
 OS0086'ABOUT 5.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0086'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0086'AT CARTER, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 4.0
 OS0086'MILES SOUTH ALONG A DIRT ROAD, AND AT A ROAD INTERSECTION, 38
 OS0086'FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF
 OS0086'THE NORTH-SOUTH ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE
 OS0086'EAST-WEST ROAD, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 OS0086'BRONZE DISC STAMPED Y 321 1946 AND SET IN THE TOP OF A CONCRETE
 OS0086'POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 OS0086
 OS0086                          STATION RECOVERY (1977)
 OS0086
 OS0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0086'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0115 ***********************************************************************
 OS0115  DESIGNATION -  Y 322
 OS0115  PID         -  OS0115
 OS0115  STATE/COUNTY-  SD/TRIPP
 OS0115  COUNTRY     -  US
 OS0115  USGS QUAD   -  KEYAPAHA SE (2017)
 OS0115
 OS0115                         *CURRENT SURVEY CONTROL
 OS0115  ______________________________________________________________________
 OS0115* NAD 83(1986) POSITION- 43 03 12.     (N) 100 04 03.     (W)   SCALED
 OS0115* NAVD 88 ORTHO HEIGHT -   707.410 (meters)     2320.89  (feet) ADJUSTED
 OS0115  ______________________________________________________________________
 OS0115  GEOID HEIGHT    -        -23.702 (meters)                     GEOID18
 OS0115  DYNAMIC HEIGHT  -        707.135 (meters)     2319.99  (feet) COMP
 OS0115  MODELED GRAVITY -    980,207.8   (mgal)                       NAVD 88
 OS0115
 OS0115  VERT ORDER      -  SECOND    CLASS 0
 OS0115
 OS0115.The horizontal coordinates were scaled from a map and have
 OS0115.an estimated accuracy of +/- 6 seconds.
 OS0115
 OS0115.The orthometric height was determined by differential leveling and
 OS0115.adjusted by the NATIONAL GEODETIC SURVEY
 OS0115.in June 1991.
 OS0115
 OS0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0115.GEOID18 height accuracy estimate available here.
 OS0115
 OS0115.Click photographs - Photos may exist for this station.
 OS0115
 OS0115.The dynamic height is computed by dividing the NAVD 88
 OS0115.geopotential number by the normal gravity value computed on the
 OS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0115.degrees latitude (g = 980.6199 gals.).
 OS0115
 OS0115.The modeled gravity was interpolated from observed gravity values.
 OS0115
 OS0115;                    North         East    Units  Estimated Accuracy
 OS0115;SPC SD S     -    80,020.      621,660.      MT  (+/- 180 meters Scaled)
 OS0115
 OS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN130672(NAD 83)
 OS0115
 OS0115                          SUPERSEDED SURVEY CONTROL
 OS0115
 OS0115  NGVD 29 (??/??/92)  707.085  (m)         2319.83   (f) ADJ UNCH    2 0
 OS0115
 OS0115.Superseded values are not recommended for survey control.
 OS0115
 OS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0115.See file dsdata.pdf to determine how the superseded data were derived.
 OS0115
 OS0115_MARKER: DB = BENCH MARK DISK
 OS0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0115_STAMPING: Y 322 1946
 OS0115_MARK LOGO: CGS
 OS0115_PROJECTION: PROJECTING 46 CENTIMETERS
 OS0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0115+STABILITY: SURFACE MOTION
 OS0115
 OS0115  HISTORY     - Date     Condition        Report By
 OS0115  HISTORY     - 1946     MONUMENTED       CGS
 OS0115  HISTORY     - 1977     POOR             USGS
 OS0115
 OS0115                          STATION DESCRIPTION
 OS0115
 OS0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0115'7.5 MI SE FROM KEYAPAHA.
 OS0115'ABOUT 1.5 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0115'KEYAPAHA, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.0
 OS0115'MILES EAST ALONG A DIRT ROAD, AND AT A DIM TRAIL LEADING SOUTH,
 OS0115'35 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE
 OS0115'OF THE EAST-WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF THE
 OS0115'TRAIL, 2 FEET SOUTHWEST OF A 3 INCH ANGLE IRON USED AS A CORNER
 OS0115'POST, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5
 OS0115'INCHES ABOVE THE GROUND.  STAMPED Y 322 1946.
 OS0115
 OS0115                          STATION RECOVERY (1977)
 OS0115
 OS0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0115'THE OLD DESCRIPTION IS ADQUATE EXCEPT POST PROJECTS ABOUT 1.5 FEET
 OS0115'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0835 ***********************************************************************
 NM0835  DESIGNATION -  Y 323
 NM0835  PID         -  NM0835
 NM0835  STATE/COUNTY-  SD/UNION
 NM0835  COUNTRY     -  US
 NM0835  USGS QUAD   -  ELK POINT (2017)
 NM0835
 NM0835                         *CURRENT SURVEY CONTROL
 NM0835  ______________________________________________________________________
 NM0835* NAD 83(1986) POSITION- 42 40 03.     (N) 096 39 02.     (W)   SCALED
 NM0835* NAVD 88 ORTHO HEIGHT -   342.667 (meters)     1124.23  (feet) ADJUSTED
 NM0835  ______________________________________________________________________
 NM0835  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 NM0835  DYNAMIC HEIGHT  -        342.566 (meters)     1123.90  (feet) COMP
 NM0835  MODELED GRAVITY -    980,316.1   (mgal)                       NAVD 88
 NM0835
 NM0835  VERT ORDER      -  FIRST     CLASS II
 NM0835
 NM0835.The horizontal coordinates were scaled from a map and have
 NM0835.an estimated accuracy of +/- 6 seconds.
 NM0835
 NM0835.The orthometric height was determined by differential leveling and
 NM0835.adjusted by the NATIONAL GEODETIC SURVEY
 NM0835.in June 1991.
 NM0835
 NM0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0835.GEOID18 height accuracy estimate available here.
 NM0835
 NM0835.Click photographs - Photos may exist for this station.
 NM0835
 NM0835.The dynamic height is computed by dividing the NAVD 88
 NM0835.geopotential number by the normal gravity value computed on the
 NM0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0835.degrees latitude (g = 980.6199 gals.).
 NM0835
 NM0835.The modeled gravity was interpolated from observed gravity values.
 NM0835
 NM0835;                    North         East    Units  Estimated Accuracy
 NM0835;SPC SD S     -    43,820.      901,830.      MT  (+/- 180 meters Scaled)
 NM0835
 NM0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN925265(NAD 83)
 NM0835
 NM0835                          SUPERSEDED SURVEY CONTROL
 NM0835
 NM0835  NGVD 29 (??/??/92)  342.492  (m)         1123.66   (f) ADJ UNCH    1 2
 NM0835
 NM0835.Superseded values are not recommended for survey control.
 NM0835
 NM0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0835.See file dsdata.pdf to determine how the superseded data were derived.
 NM0835
 NM0835_MARKER: DB = BENCH MARK DISK
 NM0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0835_STAMPING: Y 323 1948
 NM0835_MARK LOGO: CGS
 NM0835_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0835+STABILITY: SURFACE MOTION
 NM0835
 NM0835  HISTORY     - Date     Condition        Report By
 NM0835  HISTORY     - 1948     MONUMENTED       CGS
 NM0835  HISTORY     - 20120515 MARK NOT FOUND   INDIV
 NM0835
 NM0835                          STATION DESCRIPTION
 NM0835
 NM0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0835'2 MI SE FROM ELK POINT.
 NM0835'2.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0835'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, AT A PRIVATE
 NM0835'ROAD CROSSING, 7.5 FEET SOUTH-SOUTHWEST OF THE SECOND POLE
 NM0835'NORTHWEST OF MILEPOST NO. 109, 28.7 FEET SOUTHWEST OF THE
 NM0835'SOUTHWEST RAIL OF THE TRACK, 20.0 FEET NORTH OF THE CENTER LINE OF
 NM0835'THE ROAD, 8.0 FEET NORTHWEST OF A CORNER FENCE POST, 1.6 FEET
 NM0835'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHEAST
 NM0835'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0835'0.5 FOOT ABOVE THE GROUND.
 NM0835
 NM0835                          STATION RECOVERY (2012)
 NM0835
 NM0835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0835'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0776 ***********************************************************************
 NM0776  DESIGNATION -  Y 324
 NM0776  PID         -  NM0776
 NM0776  STATE/COUNTY-  SD/UNION
 NM0776  COUNTRY     -  US
 NM0776  USGS QUAD   -  ELK POINT (2017)
 NM0776
 NM0776                         *CURRENT SURVEY CONTROL
 NM0776  ______________________________________________________________________
 NM0776* NAD 83(1986) POSITION- 42 38 04.     (N) 096 39 54.     (W)   SCALED
 NM0776* NAVD 88 ORTHO HEIGHT -   344.678 (meters)     1130.83  (feet) ADJUSTED
 NM0776  ______________________________________________________________________
 NM0776  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 NM0776  DYNAMIC HEIGHT  -        344.574 (meters)     1130.49  (feet) COMP
 NM0776  MODELED GRAVITY -    980,310.0   (mgal)                       NAVD 88
 NM0776
 NM0776  VERT ORDER      -  SECOND    CLASS 0
 NM0776
 NM0776.The horizontal coordinates were scaled from a map and have
 NM0776.an estimated accuracy of +/- 6 seconds.
 NM0776
 NM0776.The orthometric height was determined by differential leveling and
 NM0776.adjusted by the NATIONAL GEODETIC SURVEY
 NM0776.in June 1991.
 NM0776
 NM0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0776.GEOID18 height accuracy estimate available here.
 NM0776
 NM0776.Click photographs - Photos may exist for this station.
 NM0776
 NM0776.The dynamic height is computed by dividing the NAVD 88
 NM0776.geopotential number by the normal gravity value computed on the
 NM0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0776.degrees latitude (g = 980.6199 gals.).
 NM0776
 NM0776.The modeled gravity was interpolated from observed gravity values.
 NM0776
 NM0776;                    North         East    Units  Estimated Accuracy
 NM0776;SPC SD S     -    40,100.      900,810.      MT  (+/- 180 meters Scaled)
 NM0776
 NM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN914228(NAD 83)
 NM0776
 NM0776                          SUPERSEDED SURVEY CONTROL
 NM0776
 NM0776  NGVD 29 (??/??/92)  344.502  (m)         1130.25   (f) ADJ UNCH    2 0
 NM0776
 NM0776.Superseded values are not recommended for survey control.
 NM0776
 NM0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0776.See file dsdata.pdf to determine how the superseded data were derived.
 NM0776
 NM0776_MARKER: DB = BENCH MARK DISK
 NM0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0776_STAMPING: Y 324 1948
 NM0776_MARK LOGO: CGS
 NM0776_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0776+STABILITY: SURFACE MOTION
 NM0776
 NM0776  HISTORY     - Date     Condition        Report By
 NM0776  HISTORY     - 1948     MONUMENTED       CGS
 NM0776
 NM0776                          STATION DESCRIPTION
 NM0776
 NM0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0776'4 MI S FROM ELK POINT.
 NM0776'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0776'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 3.0 MILES
 NM0776'SOUTH ALONG A GRAVEL ROAD, IN THE NORTHWEST QUARTER OF A ROAD
 NM0776'CROSSING, 34.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0776'ROAD, 34.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NM0776'1.7 FEET SOUTHWEST OF A CORNER FENCE POST, 1.5 FEET NORTHEAST
 NM0776'OF A TELEPHONE POLE, 1.6 FEET NORTHWEST OF A REFERENCE POST, SET
 NM0776'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0161 ***********************************************************************
 OQ0161  DESIGNATION -  Y 326
 OQ0161  PID         -  OQ0161
 OQ0161  STATE/COUNTY-  SD/LINCOLN
 OQ0161  COUNTRY     -  US
 OQ0161  USGS QUAD   -  HARRISBURG (2017)
 OQ0161
 OQ0161                         *CURRENT SURVEY CONTROL
 OQ0161  ______________________________________________________________________
 OQ0161* NAD 83(1986) POSITION- 43 23 31.     (N) 096 40 06.     (W)   SCALED
 OQ0161* NAVD 88 ORTHO HEIGHT -   424.479 (meters)     1392.64  (feet) ADJUSTED
 OQ0161  ______________________________________________________________________
 OQ0161  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 OQ0161  DYNAMIC HEIGHT  -        424.364 (meters)     1392.27  (feet) COMP
 OQ0161  MODELED GRAVITY -    980,336.7   (mgal)                       NAVD 88
 OQ0161
 OQ0161  VERT ORDER      -  FIRST     CLASS II
 OQ0161
 OQ0161.The horizontal coordinates were scaled from a map and have
 OQ0161.an estimated accuracy of +/- 6 seconds.
 OQ0161
 OQ0161.The orthometric height was determined by differential leveling and
 OQ0161.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0161.in June 1991.
 OQ0161
 OQ0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0161.GEOID18 height accuracy estimate available here.
 OQ0161
 OQ0161.Click photographs - Photos may exist for this station.
 OQ0161
 OQ0161.The dynamic height is computed by dividing the NAVD 88
 OQ0161.geopotential number by the normal gravity value computed on the
 OQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0161.degrees latitude (g = 980.6199 gals.).
 OQ0161
 OQ0161.The modeled gravity was interpolated from observed gravity values.
 OQ0161
 OQ0161;                    North         East    Units  Estimated Accuracy
 OQ0161;SPC SD S     -   124,150.      896,820.      MT  (+/- 180 meters Scaled)
 OQ0161
 OQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP888069(NAD 83)
 OQ0161
 OQ0161                          SUPERSEDED SURVEY CONTROL
 OQ0161
 OQ0161  NGVD 29 (??/??/92)  424.222  (m)         1391.80   (f) ADJ UNCH    1 2
 OQ0161
 OQ0161.Superseded values are not recommended for survey control.
 OQ0161
 OQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0161.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0161
 OQ0161_MARKER: DB = BENCH MARK DISK
 OQ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0161_STAMPING: Y 326 1949
 OQ0161_MARK LOGO: CGS
 OQ0161_PROJECTION: PROJECTING 18 CENTIMETERS
 OQ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0161+STABILITY: SURFACE MOTION
 OQ0161
 OQ0161  HISTORY     - Date     Condition        Report By
 OQ0161  HISTORY     - 1949     MONUMENTED       CGS
 OQ0161  HISTORY     - 20110218 POOR             INDIV
 OQ0161  HISTORY     - 20110425 POOR             INDIV
 OQ0161
 OQ0161                          STATION DESCRIPTION
 OQ0161
 OQ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0161'3.2 MI SE FROM HARRISBURG.
 OQ0161'3.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0161'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG, 49.0
 OQ0161'FEET NORTHEAST OF THE NORTHEAST RAIL, 43.0 FEET WEST OF THE
 OQ0161'CENTER LINE OF A ROAD, 5.6 FEET NORTHWEST OF A POWER POLE, 1.3
 OQ0161'FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, 1.4 FEET SOUTHEAST OF A
 OQ0161'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0161'0.6 FOOT ABOVE THE GROUND.
 OQ0161
 OQ0161                          STATION RECOVERY (2011)
 OQ0161
 OQ0161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0161'HAS BEEN HIT AND RUINED.
 OQ0161
 OQ0161                          STATION RECOVERY (2011)
 OQ0161
 OQ0161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MJN)
 OQ0161'FOUND AS DESCRIBED, EVIDENCE OF MONUMENT PUSHED TO WEST 1FT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0271 ***********************************************************************
 OQ0271  DESIGNATION -  Y 327
 OQ0271  PID         -  OQ0271
 OQ0271  STATE/COUNTY-  SD/MINNEHAHA
 OQ0271  COUNTRY     -  US
 OQ0271  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0271
 OQ0271                         *CURRENT SURVEY CONTROL
 OQ0271  ______________________________________________________________________
 OQ0271* NAD 83(1986) POSITION- 43 32 37.     (N) 096 42 42.     (W)   SCALED
 OQ0271* NAVD 88 ORTHO HEIGHT -   425.644 (meters)     1396.47  (feet) ADJUSTED
 OQ0271  ______________________________________________________________________
 OQ0271  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 OQ0271  DYNAMIC HEIGHT  -        425.532 (meters)     1396.10  (feet) COMP
 OQ0271  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 OQ0271
 OQ0271  VERT ORDER      -  FIRST     CLASS II
 OQ0271
 OQ0271.The horizontal coordinates were scaled from a map and have
 OQ0271.an estimated accuracy of +/- 6 seconds.
 OQ0271
 OQ0271.The orthometric height was determined by differential leveling and
 OQ0271.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0271.in June 1991.
 OQ0271
 OQ0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0271.GEOID18 height accuracy estimate available here.
 OQ0271
 OQ0271.Click photographs - Photos may exist for this station.
 OQ0271
 OQ0271.The dynamic height is computed by dividing the NAVD 88
 OQ0271.geopotential number by the normal gravity value computed on the
 OQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0271.degrees latitude (g = 980.6199 gals.).
 OQ0271
 OQ0271.The modeled gravity was interpolated from observed gravity values.
 OQ0271
 OQ0271;                    North         East    Units  Estimated Accuracy
 OQ0271;SPC SD S     -   140,830.      892,580.      MT  (+/- 180 meters Scaled)
 OQ0271
 OQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP848237(NAD 83)
 OQ0271
 OQ0271                          SUPERSEDED SURVEY CONTROL
 OQ0271
 OQ0271  NGVD 29 (??/??/92)  425.371  (m)         1395.57   (f) ADJ UNCH    1 2
 OQ0271
 OQ0271.Superseded values are not recommended for survey control.
 OQ0271
 OQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0271.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0271
 OQ0271_MARKER: DB = BENCH MARK DISK
 OQ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0271_STAMPING: Y 237 1949
 OQ0271_MARK LOGO: CGS
 OQ0271_PROJECTION: FLUSH
 OQ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0271+STABILITY: SURFACE MOTION
 OQ0271
 OQ0271  HISTORY     - Date     Condition        Report By
 OQ0271  HISTORY     - 1949     MONUMENTED       CGS
 OQ0271  HISTORY     - 1974     GOOD             NGS
 OQ0271
 OQ0271                          STATION DESCRIPTION
 OQ0271
 OQ0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0271'AT SIOUX FALLS.
 OQ0271'0.45 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0271'PACIFIC RAILROAD FROM THE OVERPASS ON U.S. HIGHWAY 16 AND STATE
 OQ0271'HIGHWAY 38, IN THE SOUTHEAST CORNER OF DRAKE SPRINGS PARK, 158.0
 OQ0271'FEET SOUTH OF THE CENTER LINE OF THE SOUTHEAST ENTRANCE TO THE
 OQ0271'PARK, 158.0 FEET SOUTH OF THE EXTENSION TO WEST OF THE CENTER
 OQ0271'LINE OF EAST TWELFTH STREET, 114.0 FEET NORTHEAST OF THE NORTHEAST
 OQ0271'RAIL OF THE MAIN TRACK, 35.0 FEET WEST OF THE CENTER LINE OF
 OQ0271'SOUTH CLIFF AVENUE, 18.0 FEET NORTH OF A 6-INCH IRON FENCE CORNER
 OQ0271'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OQ0271'GROUND.  NOTE-- 1962 REPORT CLIFF AVE. HAD BEEN WIDENED AND
 OQ0271'BUILT UP SLIGHTLY.  THIS MARK EITHER COVERED BY EARTH OR DESTROYED.
 OQ0271
 OQ0271                          STATION RECOVERY (1974)
 OQ0271
 OQ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OQ0271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0272 ***********************************************************************
 OQ0272  DESIGNATION -  Y 327 RESET
 OQ0272  PID         -  OQ0272
 OQ0272  STATE/COUNTY-  SD/MINNEHAHA
 OQ0272  COUNTRY     -  US
 OQ0272  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0272
 OQ0272                         *CURRENT SURVEY CONTROL
 OQ0272  ______________________________________________________________________
 OQ0272* NAD 83(1986) POSITION- 43 32 34.5    (N) 096 42 41.2    (W)   HD_HELD2
 OQ0272* NAVD 88 ORTHO HEIGHT -   427.13  (meters)     1401.3   (feet) RESET
 OQ0272  ______________________________________________________________________
 OQ0272  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 OQ0272  VERT ORDER      -  THIRD
 OQ0272
 OQ0272.The horizontal coordinates were established by autonomous hand held GPS
 OQ0272.observations and have an estimated accuracy of +/- 10 meters.
 OQ0272
 OQ0272.The orthometric height was computed from unverified reset data.
 OQ0272
 OQ0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0272.GEOID18 height accuracy estimate available here.
 OQ0272
 OQ0272.Click photographs - Photos may exist for this station.
 OQ0272
 OQ0272;                    North         East    Units  Estimated Accuracy
 OQ0272;SPC SD S     -   140,755.      892,599.      MT  (+/- 10 meters HH2 GPS)
 OQ0272
 OQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8488823652(NAD 83)
 OQ0272
 OQ0272                          SUPERSEDED SURVEY CONTROL
 OQ0272
 OQ0272.No superseded survey control is available for this station.
 OQ0272
 OQ0272_MARKER: DV = VERTICAL CONTROL DISK
 OQ0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0272_SP_SET: BRIDGE
 OQ0272_STAMPING: Y 327 RESET 1974
 OQ0272_MARK LOGO: NGS
 OQ0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0272
 OQ0272  HISTORY     - Date     Condition        Report By
 OQ0272  HISTORY     - 1974     MONUMENTED       NGS
 OQ0272
 OQ0272                          STATION DESCRIPTION
 OQ0272
 OQ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OQ0272'AT SIOUX FALLS.
 OQ0272'0.45 MILE SOUTHEAST ALONG THE MILWAUKEE RAILROAD FROM THE
 OQ0272'OVERPASS ON U.S. HIGHWAY 16 AND STATE HIGHWAY 38, NEAR THE
 OQ0272'SOUTHEAST CORNER OF DRAKE SPRINGS PARK, AT THE NORTHWEST CORNER
 OQ0272'OF A CONCRETE BRIDGE ON CLIFF AVENUE BETWEEN EAST 12TH STREET
 OQ0272'AND EAST 14TH STREET, SET IN A DRILL HOLE ON THE TOP OF THE
 OQ0272'SOUTH END OF A CONCRETE WINGWALL OF THE BRIDGE, 39 FEET WEST OF
 OQ0272'THE CENTER OF CLIFF AVENUE, 2.1 FEET SOUTH OF THE NORTH END OF
 OQ0272'THE BRIDGE, 0.8 FOOT WEST OF THE WEST EDGE OF THE BRIDGE, AND
 OQ0272'ABOUT 8-INCHES ABOVE STREET LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0269 ***********************************************************************
 PR0269  DESIGNATION -  Y 328
 PR0269  PID         -  PR0269
 PR0269  STATE/COUNTY-  SD/BROOKINGS
 PR0269  COUNTRY     -  US
 PR0269  USGS QUAD   -  BROOKINGS (2017)
 PR0269
 PR0269                         *CURRENT SURVEY CONTROL
 PR0269  ______________________________________________________________________
 PR0269* NAD 83(1986) POSITION- 44 17 49.     (N) 096 47 54.     (W)   SCALED
 PR0269* NAVD 88 ORTHO HEIGHT -   503.123 (meters)     1650.66  (feet) ADJUSTED
 PR0269  ______________________________________________________________________
 PR0269  GEOID HEIGHT    -        -25.441 (meters)                     GEOID18
 PR0269  DYNAMIC HEIGHT  -        503.029 (meters)     1650.35  (feet) COMP
 PR0269  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 PR0269
 PR0269  VERT ORDER      -  SECOND    CLASS 0
 PR0269
 PR0269.The horizontal coordinates were scaled from a map and have
 PR0269.an estimated accuracy of +/- 6 seconds.
 PR0269
 PR0269.The orthometric height was determined by differential leveling and
 PR0269.adjusted by the NATIONAL GEODETIC SURVEY
 PR0269.in June 1991.
 PR0269
 PR0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0269.GEOID18 height accuracy estimate available here.
 PR0269
 PR0269.Click photographs - Photos may exist for this station.
 PR0269
 PR0269.The dynamic height is computed by dividing the NAVD 88
 PR0269.geopotential number by the normal gravity value computed on the
 PR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0269.degrees latitude (g = 980.6199 gals.).
 PR0269
 PR0269.The modeled gravity was interpolated from observed gravity values.
 PR0269
 PR0269;                    North         East    Units  Estimated Accuracy
 PR0269;SPC SD N     -    56,570.      855,450.      MT  (+/- 180 meters Scaled)
 PR0269
 PR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ756072(NAD 83)
 PR0269
 PR0269                          SUPERSEDED SURVEY CONTROL
 PR0269
 PR0269  NGVD 29 (??/??/92)  502.87   (m)         1649.8    (f) COMPUTED    2 0
 PR0269
 PR0269.Superseded values are not recommended for survey control.
 PR0269
 PR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0269.See file dsdata.pdf to determine how the superseded data were derived.
 PR0269
 PR0269_MARKER: DB = BENCH MARK DISK
 PR0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0269_STAMPING: Y 328 1949
 PR0269_MARK LOGO: CGS
 PR0269_PROJECTION: FLUSH
 PR0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0269+STABILITY: SURFACE MOTION
 PR0269
 PR0269  HISTORY     - Date     Condition        Report By
 PR0269  HISTORY     - 1949     MONUMENTED       CGS
 PR0269
 PR0269                          STATION DESCRIPTION
 PR0269
 PR0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0269'0.9 MI S FROM BROOKINGS.
 PR0269'0.9 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 PR0269'BROOKINGS, AT A ROAD INTERSECTION, 53.0 FEET EAST OF THE CENTER
 PR0269'LINE OF THE HIGHWAY, 37.0 FEET NORTH OF THE CENTER LINE OF AN
 PR0269'EAST-WEST GRAVELED ROAD, 15.3 FEET EAST NORTHEAST OF A POWER
 PR0269'POLE, 7.0 FEET SOUTH OF THE SOUTH END OF A GATE AT A FIELD
 PR0269'ENTRANCE, 4.6 FEET NORTH OF A FENCE CORNER, 1.7 FEET NORTH
 PR0269'OF A REFERENCE POST, 1.2 FEET WEST OF A FENCE, AND SET IN THE
 PR0269'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 PR0269'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0235 ***********************************************************************
 PR0235  DESIGNATION -  Y 329
 PR0235  PID         -  PR0235
 PR0235  STATE/COUNTY-  SD/BROOKINGS
 PR0235  COUNTRY     -  US
 PR0235  USGS QUAD   -  BRUCE (2017)
 PR0235
 PR0235                         *CURRENT SURVEY CONTROL
 PR0235  ______________________________________________________________________
 PR0235* NAD 83(1986) POSITION- 44 25 14.     (N) 096 55 35.     (W)   SCALED
 PR0235* NAVD 88 ORTHO HEIGHT -   493.189 (meters)     1618.07  (feet) ADJUSTED
 PR0235  ______________________________________________________________________
 PR0235  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 PR0235  DYNAMIC HEIGHT  -        493.107 (meters)     1617.80  (feet) COMP
 PR0235  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 PR0235
 PR0235  VERT ORDER      -  SECOND    CLASS 0
 PR0235
 PR0235.The horizontal coordinates were scaled from a map and have
 PR0235.an estimated accuracy of +/- 6 seconds.
 PR0235
 PR0235.The orthometric height was determined by differential leveling and
 PR0235.adjusted by the NATIONAL GEODETIC SURVEY
 PR0235.in June 1991.
 PR0235
 PR0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0235.GEOID18 height accuracy estimate available here.
 PR0235
 PR0235.Click photographs - Photos may exist for this station.
 PR0235
 PR0235.The dynamic height is computed by dividing the NAVD 88
 PR0235.geopotential number by the normal gravity value computed on the
 PR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0235.degrees latitude (g = 980.6199 gals.).
 PR0235
 PR0235.The modeled gravity was interpolated from observed gravity values.
 PR0235
 PR0235;                    North         East    Units  Estimated Accuracy
 PR0235;SPC SD N     -    69,900.      844,720.      MT  (+/- 180 meters Scaled)
 PR0235
 PR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ650206(NAD 83)
 PR0235
 PR0235                          SUPERSEDED SURVEY CONTROL
 PR0235
 PR0235  NGVD 29 (??/??/92)  492.925  (m)         1617.20   (f) ADJ UNCH    2 0
 PR0235
 PR0235.Superseded values are not recommended for survey control.
 PR0235
 PR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0235.See file dsdata.pdf to determine how the superseded data were derived.
 PR0235
 PR0235_MARKER: DB = BENCH MARK DISK
 PR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0235_STAMPING: Y 329 1949
 PR0235_MARK LOGO: CGS
 PR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0235+STABILITY: SURFACE MOTION
 PR0235
 PR0235  HISTORY     - Date     Condition        Report By
 PR0235  HISTORY     - 1949     MONUMENTED       CGS
 PR0235
 PR0235                          STATION DESCRIPTION
 PR0235
 PR0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0235'3.2 MI SW FROM BRUCE.
 PR0235'1.7 MILES WEST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0235'BRUCE, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, 0.5
 PR0235'MILE SOUTH OF A ROAD INTERSECTION, 95.0 FEET SOUTHWEST OF THE
 PR0235'SOUTHWEST CORNER OF THE W.M. MOBERG FARMHOUSE, 67.0 FEET
 PR0235'EAST OF THE CENTER LINE OF THE ROAD, 10.0 FEET SOUTH OF THE
 PR0235'CENTER LINE OF A PRIVATE DRIVE LEADING TO THE FARMHOUSE, 1.4
 PR0235'FEET WEST OF A REFERENCE POST, 0.8 FOOT NORTH OF A FENCE, AND
 PR0235'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 PR0235'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0024 ***********************************************************************
 PT0024  DESIGNATION -  Y 331
 PT0024  PID         -  PT0024
 PT0024  STATE/COUNTY-  SD/HUGHES
 PT0024  COUNTRY     -  US
 PT0024  USGS QUAD   -  OKOBOJO SE (2017)
 PT0024
 PT0024                         *CURRENT SURVEY CONTROL
 PT0024  ______________________________________________________________________
 PT0024* NAD 83(1986) POSITION- 44 30 16.     (N) 100 21 03.     (W)   SCALED
 PT0024* NAVD 88 ORTHO HEIGHT -   519.606 (meters)     1704.74  (feet) ADJUSTED
 PT0024  ______________________________________________________________________
 PT0024  GEOID HEIGHT    -        -23.122 (meters)                     GEOID18
 PT0024  DYNAMIC HEIGHT  -        519.506 (meters)     1704.41  (feet) COMP
 PT0024  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 PT0024
 PT0024  VERT ORDER      -  FIRST     CLASS II
 PT0024
 PT0024.The horizontal coordinates were scaled from a map and have
 PT0024.an estimated accuracy of +/- 6 seconds.
 PT0024
 PT0024.The orthometric height was determined by differential leveling and
 PT0024.adjusted by the NATIONAL GEODETIC SURVEY
 PT0024.in June 1991.
 PT0024
 PT0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0024.GEOID18 height accuracy estimate available here.
 PT0024
 PT0024.Click photographs - Photos may exist for this station.
 PT0024
 PT0024.The dynamic height is computed by dividing the NAVD 88
 PT0024.geopotential number by the normal gravity value computed on the
 PT0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0024.degrees latitude (g = 980.6199 gals.).
 PT0024
 PT0024.The modeled gravity was interpolated from observed gravity values.
 PT0024
 PT0024;                    North         East    Units  Estimated Accuracy
 PT0024;SPC SD S     -   241,210.      598,610.      MT  (+/- 180 meters Scaled)
 PT0024
 PT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ926287(NAD 83)
 PT0024
 PT0024                          SUPERSEDED SURVEY CONTROL
 PT0024
 PT0024  NGVD 29 (??/??/92)  519.220  (m)         1703.47   (f) ADJ UNCH    1 2
 PT0024
 PT0024.Superseded values are not recommended for survey control.
 PT0024
 PT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0024.See file dsdata.pdf to determine how the superseded data were derived.
 PT0024
 PT0024_MARKER: DD = SURVEY DISK
 PT0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0024_STAMPING: Y 331 1921
 PT0024_MARK LOGO: USGS
 PT0024_PROJECTION: PROJECTING 12 CENTIMETERS
 PT0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0024+STABILITY: SURFACE MOTION
 PT0024
 PT0024  HISTORY     - Date     Condition        Report By
 PT0024  HISTORY     - 1921     MONUMENTED       USGS
 PT0024  HISTORY     - 1949     GOOD             CGS
 PT0024  HISTORY     - 1951     GOOD             CGS
 PT0024
 PT0024                          STATION DESCRIPTION
 PT0024
 PT0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0024'9.4 MI N FROM PIERRE.
 PT0024'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0024'AT PIERRE, THENCE 8.1 MILES NORTH ALONG A GRAVELED ROAD, AT
 PT0024'A ROAD INTERSECTION, 110 FEET NORTH OF THE NORTHEAST CORNER
 PT0024'OF THE GRAY GOOSE DANCE HALL, 70 FEET WEST OF THE CENTER LINE
 PT0024'OF THE NORTH AND SOUTH ROAD, 43 FEET SOUTH OF THE CENTER LINE
 PT0024'OF THE EAST AND WEST ROAD, 1.6 FEET EAST OF A WITNESS POST,
 PT0024'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 PT0024'THE GROUND.
 PT0024
 PT0024                          STATION RECOVERY (1951)
 PT0024
 PT0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 PT0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0027 ***********************************************************************
 QS0027  DESIGNATION -  Y 332
 QS0027  PID         -  QS0027
 QS0027  STATE/COUNTY-  SD/CAMPBELL
 QS0027  COUNTRY     -  US
 QS0027  USGS QUAD   -  POLLOCK (2017)
 QS0027
 QS0027                         *CURRENT SURVEY CONTROL
 QS0027  ______________________________________________________________________
 QS0027* NAD 83(1986) POSITION- 45 54 48.     (N) 100 19 01.     (W)   SCALED
 QS0027* NAVD 88 ORTHO HEIGHT -   505.275 (meters)     1657.72  (feet) ADJUSTED
 QS0027  ______________________________________________________________________
 QS0027  GEOID HEIGHT    -        -21.846 (meters)                     GEOID18
 QS0027  DYNAMIC HEIGHT  -        505.251 (meters)     1657.64  (feet) COMP
 QS0027  MODELED GRAVITY -    980,552.5   (mgal)                       NAVD 88
 QS0027
 QS0027  VERT ORDER      -  FIRST     CLASS II
 QS0027
 QS0027.The horizontal coordinates were scaled from a map and have
 QS0027.an estimated accuracy of +/- 6 seconds.
 QS0027
 QS0027.The orthometric height was determined by differential leveling and
 QS0027.adjusted by the NATIONAL GEODETIC SURVEY
 QS0027.in June 1991.
 QS0027
 QS0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0027.GEOID18 height accuracy estimate available here.
 QS0027
 QS0027.Click photographs - Photos may exist for this station.
 QS0027
 QS0027.The dynamic height is computed by dividing the NAVD 88
 QS0027.geopotential number by the normal gravity value computed on the
 QS0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0027.degrees latitude (g = 980.6199 gals.).
 QS0027
 QS0027.The modeled gravity was interpolated from observed gravity values.
 QS0027
 QS0027;                    North         East    Units  Estimated Accuracy
 QS0027;SPC SD N     -   231,200.      575,410.      MT  (+/- 180 meters Scaled)
 QS0027
 QS0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR978852(NAD 83)
 QS0027
 QS0027                          SUPERSEDED SURVEY CONTROL
 QS0027
 QS0027  NGVD 29 (??/??/92)  504.897  (m)         1656.48   (f) ADJ UNCH    1 2
 QS0027
 QS0027.Superseded values are not recommended for survey control.
 QS0027
 QS0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0027.See file dsdata.pdf to determine how the superseded data were derived.
 QS0027
 QS0027_MARKER: DB = BENCH MARK DISK
 QS0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0027_STAMPING: Y 332 1949
 QS0027_MARK LOGO: CGS
 QS0027_PROJECTION: PROJECTING 12 CENTIMETERS
 QS0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0027+STABILITY: SURFACE MOTION
 QS0027
 QS0027  HISTORY     - Date     Condition        Report By
 QS0027  HISTORY     - 1949     MONUMENTED       CGS
 QS0027
 QS0027                          STATION DESCRIPTION
 QS0027
 QS0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0027'1.5 MI W FROM POLLOCK.
 QS0027'1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0027'MAIN STREET AT POLLOCK, AT A ROAD INTERSECTION, 65 FEET NORTH
 QS0027'OF THE CENTER LINE OF THE GRAVELED ROAD, 21 FEET EAST OF THE
 QS0027'CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET NORTH OF A FENCE
 QS0027'CORNER POST, 1.4 FEET WEST OF A FENCE LINE, 1.2 FEET SOUTH OF A
 QS0027'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 QS0027'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE
 QS0027'TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.
 QS0027'ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0562 ***********************************************************************
 QS0562  DESIGNATION -  Y 332 RESET
 QS0562  PID         -  QS0562
 QS0562  STATE/COUNTY-  SD/CAMPBELL
 QS0562  COUNTRY     -  US
 QS0562  USGS QUAD   -  POLLOCK (2017)
 QS0562
 QS0562                         *CURRENT SURVEY CONTROL
 QS0562  ______________________________________________________________________
 QS0562* NAD 83(1986) POSITION- 45 54 48.     (N) 100 19 01.     (W)   SCALED
 QS0562* NAVD 88 ORTHO HEIGHT -   499.53  (meters)     1638.9   (feet) RESET
 QS0562  ______________________________________________________________________
 QS0562  GEOID HEIGHT    -        -21.846 (meters)                     GEOID18
 QS0562  VERT ORDER      -  THIRD
 QS0562
 QS0562.The horizontal coordinates were scaled from a map and have
 QS0562.an estimated accuracy of +/- 6 seconds.
 QS0562
 QS0562.The orthometric height was computed from unverified reset data.
 QS0562
 QS0562.No vertical observational check was made to the station.
 QS0562
 QS0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0562.GEOID18 height accuracy estimate available here.
 QS0562
 QS0562.Click photographs - Photos may exist for this station.
 QS0562
 QS0562;                    North         East    Units  Estimated Accuracy
 QS0562;SPC SD N     -   231,200.      575,410.      MT  (+/- 180 meters Scaled)
 QS0562
 QS0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR978852(NAD 83)
 QS0562
 QS0562                          SUPERSEDED SURVEY CONTROL
 QS0562
 QS0562  NGVD 29 (04/17/07)  499.16   (m)         1637.7    (f) RESET       3  
 QS0562
 QS0562.Superseded values are not recommended for survey control.
 QS0562
 QS0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0562.See file dsdata.pdf to determine how the superseded data were derived.
 QS0562
 QS0562_MARKER: DV = VERTICAL CONTROL DISK
 QS0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0562_STAMPING: Y 332 1949 RESET 1980
 QS0562_MARK LOGO: NGS
 QS0562_PROJECTION: PROJECTING 5 CENTIMETERS
 QS0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0562+STABILITY: SURFACE MOTION
 QS0562
 QS0562  HISTORY     - Date     Condition        Report By
 QS0562  HISTORY     - 1980     MONUMENTED       NGS
 QS0562
 QS0562                          STATION DESCRIPTION
 QS0562
 QS0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QS0562'2.0 MI NW FROM POLLOCK.
 QS0562'1.5 MILES NORTH FROM THE POST OFFICE IN POLLOCK, THENCE 0.9 MILE
 QS0562'WEST ALONG GRAVELED ROAD, 120.0 FEET NORTH OF THE CENTER OF THE ROAD,
 QS0562'10.0 FEET WEST OF A 6X3 FOOT GRAY BOULDER, AND 1.5 FEET EAST OF FENCE.
 QS0562'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0459 ***********************************************************************
 OT0459  DESIGNATION -  Y 333
 OT0459  PID         -  OT0459
 OT0459  STATE/COUNTY-  SD/FALL RIVER
 OT0459  COUNTRY     -  US
 OT0459  USGS QUAD   -  EDGEMONT (2017)
 OT0459
 OT0459                         *CURRENT SURVEY CONTROL
 OT0459  ______________________________________________________________________
 OT0459* NAD 83(1986) POSITION- 43 15 15.     (N) 103 52 15.     (W)   SCALED
 OT0459* NAVD 88 ORTHO HEIGHT -  1081.212 (meters)     3547.28  (feet) POSTED
 OT0459  ______________________________________________________________________
 OT0459  GEOID HEIGHT    -        -15.103 (meters)                     GEOID18
 OT0459  DYNAMIC HEIGHT  -       1080.75  (meters)     3545.8   (feet) COMP
 OT0459  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 OT0459
 OT0459  VERT ORDER      -  * POSTED, SEE BELOW
 OT0459
 OT0459.The horizontal coordinates were scaled from a map and have
 OT0459.an estimated accuracy of +/- 6 seconds.
 OT0459
 OT0459.The orthometric height was determined by differential leveling
 OT0459.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0459
 OT0459.* This is a POSTED BENCH MARK height.
 OT0459
 OT0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0459.GEOID18 height accuracy estimate available here.
 OT0459
 OT0459.Click photographs - Photos may exist for this station.
 OT0459
 OT0459.The dynamic height is computed by dividing the NAVD 88
 OT0459.geopotential number by the normal gravity value computed on the
 OT0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0459.degrees latitude (g = 980.6199 gals.).
 OT0459
 OT0459.The modeled gravity was interpolated from observed gravity values.
 OT0459
 OT0459;                    North         East    Units  Estimated Accuracy
 OT0459;SPC SD S     -   108,410.      312,850.      MT  (+/- 180 meters Scaled)
 OT0459
 OT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH916896(NAD 83)
 OT0459
 OT0459                          SUPERSEDED SURVEY CONTROL
 OT0459
 OT0459  NGVD 29 (??/??/92) 1080.664  (m)         3545.48   (f) ADJ UNCH    1 2
 OT0459
 OT0459.Superseded values are not recommended for survey control.
 OT0459
 OT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0459.See file dsdata.pdf to determine how the superseded data were derived.
 OT0459
 OT0459_MARKER: DB = BENCH MARK DISK
 OT0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OT0459_SP_SET: BRIDGE PIER
 OT0459_STAMPING: Y 333 1957
 OT0459_MARK LOGO: CGS
 OT0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0459
 OT0459  HISTORY     - Date     Condition        Report By
 OT0459  HISTORY     - 1957     MONUMENTED       CGS
 OT0459  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0459
 OT0459                          STATION DESCRIPTION
 OT0459
 OT0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0459'4.2 MI SW FROM EDGEMONT.
 OT0459'ABOUT 4.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0459'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, 5.05 MILES
 OT0459'NORTHWEST OF THE STATION AT PROVO, IN SECTION 22, T. 9 S.,
 OT0459'R. 2 E., IN THE TOP OF THE EAST END OF THE PIER UNDER THE
 OT0459'NORTH END OF THE STEEL GIRDER PORTION OF BRIDGE 472.00, 4 RAILS
 OT0459'SOUTH OF THE NORTH END OF THE BRIDGE, 8 1/2 FEET EAST OF THE EAST
 OT0459'RAIL, ABOUT 5 FEET BELOW THE TOP OF THE RAIL.
 OT0459
 OT0459                          STATION RECOVERY (1985)
 OT0459
 OT0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0459'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0448 ***********************************************************************
 OT0448  DESIGNATION -  Y 335
 OT0448  PID         -  OT0448
 OT0448  STATE/COUNTY-  SD/FALL RIVER
 OT0448  COUNTRY     -  US
 OT0448  USGS QUAD   -  PROVO (2017)
 OT0448
 OT0448                         *CURRENT SURVEY CONTROL
 OT0448  ______________________________________________________________________
 OT0448* NAD 83(1986) POSITION- 43 10 49.     (N) 103 47 20.     (W)   SCALED
 OT0448* NAVD 88 ORTHO HEIGHT -  1112.238 (meters)     3649.07  (feet) ADJUSTED
 OT0448  ______________________________________________________________________
 OT0448  GEOID HEIGHT    -        -15.360 (meters)                     GEOID18
 OT0448  DYNAMIC HEIGHT  -       1111.753 (meters)     3647.48  (feet) COMP
 OT0448  MODELED GRAVITY -    980,144.5   (mgal)                       NAVD 88
 OT0448
 OT0448  VERT ORDER      -  FIRST     CLASS II
 OT0448
 OT0448.The horizontal coordinates were scaled from a map and have
 OT0448.an estimated accuracy of +/- 6 seconds.
 OT0448
 OT0448.The orthometric height was determined by differential leveling and
 OT0448.adjusted by the NATIONAL GEODETIC SURVEY
 OT0448.in June 1991.
 OT0448
 OT0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0448.GEOID18 height accuracy estimate available here.
 OT0448
 OT0448.Click photographs - Photos may exist for this station.
 OT0448
 OT0448.The dynamic height is computed by dividing the NAVD 88
 OT0448.geopotential number by the normal gravity value computed on the
 OT0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0448.degrees latitude (g = 980.6199 gals.).
 OT0448
 OT0448.The modeled gravity was interpolated from observed gravity values.
 OT0448
 OT0448;                    North         East    Units  Estimated Accuracy
 OT0448;SPC SD S     -    99,930.      319,160.      MT  (+/- 180 meters Scaled)
 OT0448
 OT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH984815(NAD 83)
 OT0448
 OT0448                          SUPERSEDED SURVEY CONTROL
 OT0448
 OT0448  NGVD 29 (??/??/92) 1111.666  (m)         3647.19   (f) ADJ UNCH    1 2
 OT0448
 OT0448.Superseded values are not recommended for survey control.
 OT0448
 OT0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0448.See file dsdata.pdf to determine how the superseded data were derived.
 OT0448
 OT0448_MARKER: DB = BENCH MARK DISK
 OT0448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0448_SP_SET: BOX CULVERT
 OT0448_STAMPING: Y 335 1957
 OT0448_MARK LOGO: CGS
 OT0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0448+STABILITY: SURFACE MOTION
 OT0448
 OT0448  HISTORY     - Date     Condition        Report By
 OT0448  HISTORY     - 1957     MONUMENTED       CGS
 OT0448  HISTORY     - 1985     GOOD             NGS
 OT0448
 OT0448                          STATION DESCRIPTION
 OT0448
 OT0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0448'2.4 MI SE FROM PROVO.
 OT0448'ABOUT 2.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OT0448'QUINCY RAILROAD FROM THE STATION AT PROVO, IN SECTION 17,
 OT0448'T. 10 S., R. 3 E., 20 POLES EAST OF MILEPOST 465, IN THE TOP
 OT0448'OF THE NORTHEAST WING WALL OF A CONCRETE BOX CULVERT, 16 FEET
 OT0448'NORTH OF THE NORTH RAIL, 5 FEET BELOW THE LEVEL OF THE RAIL.
 OT0448
 OT0448                          STATION RECOVERY (1985)
 OT0448
 OT0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0448'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.9
 OT0448'MI) SOUTHEAST ALONG STATE ROAD 471 FROM THE POST OFFICE AT PROVO,
 OT0448'THENCE 2.6 KM (1.6 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 OT0448'RAILROAD, IN TOP OF THE NORTHEAST WINGWALL OF A BOX CULVERT UNDER THE
 OT0448'RAILROAD, 4.9 METERS (16 FT) NORTH OF THE NORTH RAIL.
 OT0448'THE MARK IS 1.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0103 ***********************************************************************
 NN0103  DESIGNATION -  Y 336
 NN0103  PID         -  NN0103
 NN0103  STATE/COUNTY-  SD/CHARLES MIX
 NN0103  COUNTRY     -  US
 NN0103  USGS QUAD   -  MARTY (2017)
 NN0103
 NN0103                         *CURRENT SURVEY CONTROL
 NN0103  ______________________________________________________________________
 NN0103* NAD 83(1986) POSITION- 42 56 28.     (N) 098 26 45.     (W)   SCALED
 NN0103* NAVD 88 ORTHO HEIGHT -   378.026 (meters)     1240.24  (feet) ADJUSTED
 NN0103  ______________________________________________________________________
 NN0103  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 NN0103  DYNAMIC HEIGHT  -        377.903 (meters)     1239.84  (feet) COMP
 NN0103  MODELED GRAVITY -    980,285.0   (mgal)                       NAVD 88
 NN0103
 NN0103  VERT ORDER      -  SECOND    CLASS 0
 NN0103
 NN0103.The horizontal coordinates were scaled from a map and have
 NN0103.an estimated accuracy of +/- 6 seconds.
 NN0103
 NN0103.The orthometric height was determined by differential leveling and
 NN0103.adjusted by the NATIONAL GEODETIC SURVEY
 NN0103.in June 1991.
 NN0103
 NN0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0103.GEOID18 height accuracy estimate available here.
 NN0103
 NN0103.Click photographs - Photos may exist for this station.
 NN0103
 NN0103.The dynamic height is computed by dividing the NAVD 88
 NN0103.geopotential number by the normal gravity value computed on the
 NN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0103.degrees latitude (g = 980.6199 gals.).
 NN0103
 NN0103.The modeled gravity was interpolated from observed gravity values.
 NN0103
 NN0103;                    North         East    Units  Estimated Accuracy
 NN0103;SPC SD S     -    69,270.      754,040.      MT  (+/- 180 meters Scaled)
 NN0103
 NN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN452544(NAD 83)
 NN0103
 NN0103                          SUPERSEDED SURVEY CONTROL
 NN0103
 NN0103  NGVD 29 (??/??/92)  377.754  (m)         1239.35   (f) ADJ UNCH    2 0
 NN0103
 NN0103.Superseded values are not recommended for survey control.
 NN0103
 NN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0103.See file dsdata.pdf to determine how the superseded data were derived.
 NN0103
 NN0103_MARKER: DB = BENCH MARK DISK
 NN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0103_STAMPING: Y 336 1949
 NN0103_MARK LOGO: CGS
 NN0103_PROJECTION: PROJECTING 9 CENTIMETERS
 NN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0103+STABILITY: SURFACE MOTION
 NN0103
 NN0103  HISTORY     - Date     Condition        Report By
 NN0103  HISTORY     - 1949     MONUMENTED       CGS
 NN0103  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0103
 NN0103                          STATION DESCRIPTION
 NN0103
 NN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0103'3.4 MI NW FROM GREENWOOD.
 NN0103'3.4 MILES NORTHWEST ALONG A DIRT ROAD FROM THE YANKTON INDIAN
 NN0103'AGENCY AT GREENWOOD, AT A T-JUNCTION OF DIRT ROADS, ABOUT 0.1
 NN0103'MILE EAST OF A FARMHOUSE, 130.0 FEET EAST OF THE CENTER LINE OF
 NN0103'THE MAIN ROAD LEADING NORTH, 37.0 FEET NORTH OF THE CENTER LINE
 NN0103'OF THE MAIN ROAD LEADING EAST, 38.5 FEET EAST OF THE EAST FACE
 NN0103'OF A LARGE COTTONWOOD TREE, 18.0 FEET WEST OF THE WEST FACE OF
 NN0103'A LARGE COTTONWOOD TREE, 1.5 FEET WEST OF A REFERENCE POST, SET
 NN0103'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NN0103
 NN0103                          STATION RECOVERY (1962)
 NN0103
 NN0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0075 ***********************************************************************
 NN0075  DESIGNATION -  Y 337
 NN0075  PID         -  NN0075
 NN0075  STATE/COUNTY-  SD/BON HOMME
 NN0075  COUNTRY     -  US
 NN0075  USGS QUAD   -  NIOBRARA (2017)
 NN0075
 NN0075                         *CURRENT SURVEY CONTROL
 NN0075  ______________________________________________________________________
 NN0075* NAD 83(1986) POSITION- 42 51 04.     (N) 098 06 33.     (W)   SCALED
 NN0075* NAVD 88 ORTHO HEIGHT -   430.102 (meters)     1411.09  (feet) ADJUSTED
 NN0075  ______________________________________________________________________
 NN0075  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 NN0075  DYNAMIC HEIGHT  -        429.959 (meters)     1410.62  (feet) COMP
 NN0075  MODELED GRAVITY -    980,274.8   (mgal)                       NAVD 88
 NN0075
 NN0075  VERT ORDER      -  SECOND    CLASS 0
 NN0075
 NN0075.The horizontal coordinates were scaled from a map and have
 NN0075.an estimated accuracy of +/- 6 seconds.
 NN0075
 NN0075.The orthometric height was determined by differential leveling and
 NN0075.adjusted by the NATIONAL GEODETIC SURVEY
 NN0075.in June 1991.
 NN0075
 NN0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0075.GEOID18 height accuracy estimate available here.
 NN0075
 NN0075.Click photographs - Photos may exist for this station.
 NN0075
 NN0075.The dynamic height is computed by dividing the NAVD 88
 NN0075.geopotential number by the normal gravity value computed on the
 NN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0075.degrees latitude (g = 980.6199 gals.).
 NN0075
 NN0075.The modeled gravity was interpolated from observed gravity values.
 NN0075
 NN0075;                    North         East    Units  Estimated Accuracy
 NN0075;SPC SD S     -    59,960.      781,780.      MT  (+/- 180 meters Scaled)
 NN0075
 NN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN727446(NAD 83)
 NN0075
 NN0075                          SUPERSEDED SURVEY CONTROL
 NN0075
 NN0075  NGVD 29 (??/??/92)  429.867  (m)         1410.32   (f) ADJ UNCH    2 0
 NN0075
 NN0075.Superseded values are not recommended for survey control.
 NN0075
 NN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0075.See file dsdata.pdf to determine how the superseded data were derived.
 NN0075
 NN0075_MARKER: DB = BENCH MARK DISK
 NN0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0075_STAMPING: Y 337 1949
 NN0075_MARK LOGO: CGS
 NN0075_PROJECTION: FLUSH
 NN0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0075+STABILITY: SURFACE MOTION
 NN0075
 NN0075  HISTORY     - Date     Condition        Report By
 NN0075  HISTORY     - 1949     MONUMENTED       CGS
 NN0075
 NN0075                          STATION DESCRIPTION
 NN0075
 NN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0075'11.7 MI NW FROM RUNNING WATER.
 NN0075'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY LANDING
 NN0075'AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 NN0075'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 NN0075'WEST ALONG A GRAVEL ROAD (BENCH MARK 97 JS(USGS) IS AT THIS
 NN0075'POINT), THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.0
 NN0075'MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A
 NN0075'GRAVEL ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, ON
 NN0075'THE OUTSIDE OF A CRUVE WITH TANGENTS LEADING NORTH AND EAST,
 NN0075'39.0 FEET SOUTH OF THE CENTER LINE OF THE EAST TANGENT, 23.0
 NN0075'FEET EAST OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH INTO
 NN0075'A FIELD, 6.0 FEET SOUTHWEST OF A TELEPHONE POST, 56.3 FEET EAST
 NN0075'OF A CORNER FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.4 FEET
 NN0075'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0075'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0646 ***********************************************************************
 OR0646  DESIGNATION -  Y 338
 OR0646  PID         -  OR0646
 OR0646  STATE/COUNTY-  SD/CHARLES MIX
 OR0646  COUNTRY     -  US
 OR0646  USGS QUAD   -  LUCAS NW (2017)
 OR0646
 OR0646                         *CURRENT SURVEY CONTROL
 OR0646  ______________________________________________________________________
 OR0646* NAD 83(1986) POSITION- 43 23 11.     (N) 099 07 59.     (W)   SCALED
 OR0646* NAVD 88 ORTHO HEIGHT -   393.638 (meters)     1291.46  (feet) ADJUSTED
 OR0646  ______________________________________________________________________
 OR0646  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 OR0646  DYNAMIC HEIGHT  -        393.499 (meters)     1291.00  (feet) COMP
 OR0646  MODELED GRAVITY -    980,258.0   (mgal)                       NAVD 88
 OR0646
 OR0646  VERT ORDER      -  FIRST     CLASS II
 OR0646
 OR0646.The horizontal coordinates were scaled from a map and have
 OR0646.an estimated accuracy of +/- 6 seconds.
 OR0646
 OR0646.The orthometric height was determined by differential leveling and
 OR0646.adjusted by the NATIONAL GEODETIC SURVEY
 OR0646.in June 1991.
 OR0646
 OR0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0646.GEOID18 height accuracy estimate available here.
 OR0646
 OR0646.Click photographs - Photos may exist for this station.
 OR0646
 OR0646.The dynamic height is computed by dividing the NAVD 88
 OR0646.geopotential number by the normal gravity value computed on the
 OR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0646.degrees latitude (g = 980.6199 gals.).
 OR0646
 OR0646.The modeled gravity was interpolated from observed gravity values.
 OR0646
 OR0646;                    North         East    Units  Estimated Accuracy
 OR0646;SPC SD S     -   117,690.      697,250.      MT  (+/- 180 meters Scaled)
 OR0646
 OR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP892037(NAD 83)
 OR0646
 OR0646                          SUPERSEDED SURVEY CONTROL
 OR0646
 OR0646  NGVD 29 (??/??/92)  393.280  (m)         1290.29   (f) ADJ UNCH    1 2
 OR0646
 OR0646.Superseded values are not recommended for survey control.
 OR0646
 OR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0646.See file dsdata.pdf to determine how the superseded data were derived.
 OR0646
 OR0646_MARKER: DB = BENCH MARK DISK
 OR0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0646_STAMPING: Y 338 1949
 OR0646_MARK LOGO: CGS
 OR0646_PROJECTION: FLUSH
 OR0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0646+STABILITY: SURFACE MOTION
 OR0646
 OR0646  HISTORY     - Date     Condition        Report By
 OR0646  HISTORY     - 1949     MONUMENTED       CGS
 OR0646  HISTORY     - 1949     GOOD             CGS
 OR0646  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 OR0646
 OR0646                          STATION DESCRIPTION
 OR0646
 OR0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0646'15.4 MI W FROM PLATTE.
 OR0646'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0646'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH
 OR0646'ALONG A GRAVEL ROAD, THENCE 3.7 MILES WESTERLY ALONG A DIRT ROAD,
 OR0646'IN THE MISSOURI RIVER BOTTOM, 106.0 FEET SOUTHWEST OF THE CENTER
 OR0646'LINE OF THE ROAD, 61.0 FEET WEST OF AN 8-INCH TREE WITH A
 OR0646'TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 40.0 FEET
 OR0646'SOUTH OF A 4-INCH TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 OR0646'OF THE TREE, 1.2 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE
 OR0646'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 OR0646
 OR0646                          STATION RECOVERY (2013)
 OR0646
 OR0646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OR0646'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0595 ***********************************************************************
 OR0595  DESIGNATION -  Y 339
 OR0595  PID         -  OR0595
 OR0595  STATE/COUNTY-  SD/GREGORY
 OR0595  COUNTRY     -  US
 OR0595  USGS QUAD   -  LUCAS (2017)
 OR0595
 OR0595                         *CURRENT SURVEY CONTROL
 OR0595  ______________________________________________________________________
 OR0595* NAD 83(1986) POSITION- 43 17 04.     (N) 099 13 03.     (W)   SCALED
 OR0595* NAVD 88 ORTHO HEIGHT -   633.368 (meters)     2077.97  (feet) ADJUSTED
 OR0595  ______________________________________________________________________
 OR0595  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 OR0595  DYNAMIC HEIGHT  -        633.138 (meters)     2077.22  (feet) COMP
 OR0595  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 OR0595
 OR0595  VERT ORDER      -  SECOND    CLASS 0
 OR0595
 OR0595.The horizontal coordinates were scaled from a map and have
 OR0595.an estimated accuracy of +/- 6 seconds.
 OR0595
 OR0595.The orthometric height was determined by differential leveling and
 OR0595.adjusted by the NATIONAL GEODETIC SURVEY
 OR0595.in June 1991.
 OR0595
 OR0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0595.GEOID18 height accuracy estimate available here.
 OR0595
 OR0595.Click photographs - Photos may exist for this station.
 OR0595
 OR0595.The dynamic height is computed by dividing the NAVD 88
 OR0595.geopotential number by the normal gravity value computed on the
 OR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0595.degrees latitude (g = 980.6199 gals.).
 OR0595
 OR0595.The modeled gravity was interpolated from observed gravity values.
 OR0595
 OR0595;                    North         East    Units  Estimated Accuracy
 OR0595;SPC SD S     -   106,270.      690,560.      MT  (+/- 180 meters Scaled)
 OR0595
 OR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN823924(NAD 83)
 OR0595
 OR0595                          SUPERSEDED SURVEY CONTROL
 OR0595
 OR0595  NGVD 29 (??/??/92)  633.022  (m)         2076.84   (f) ADJ UNCH    2 0
 OR0595
 OR0595.Superseded values are not recommended for survey control.
 OR0595
 OR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0595.See file dsdata.pdf to determine how the superseded data were derived.
 OR0595
 OR0595_MARKER: DB = BENCH MARK DISK
 OR0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0595_STAMPING: Y 339 1949
 OR0595_MARK LOGO: CGS
 OR0595_PROJECTION: FLUSH
 OR0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0595+STABILITY: SURFACE MOTION
 OR0595
 OR0595  HISTORY     - Date     Condition        Report By
 OR0595  HISTORY     - 1949     MONUMENTED       CGS
 OR0595
 OR0595                          STATION DESCRIPTION
 OR0595
 OR0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0595'14.4 MI NE FROM GREGORY.
 OR0595'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0595'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0595'NORTH ALONG A GRAVEL ROAD, THENCE 7.0 MILES EAST ALONG A GRAVEL
 OR0595'ROAD, IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, JUST
 OR0595'SOUTH OF THE SETTLEMENT OF LUCAS, 29.0 FEET SOUTH OF THE CENTER
 OR0595'LINE OF THE EAST-WEST ROAD, 33.0 FEET EAST OF THE CENTER LINE
 OR0595'OF THE NORTH-SOUTH ROAD, 3.4 FEET NORTHEAST OF A CORNER FENCE
 OR0595'POST, 5.0 FEET NORTHEAST OF A TELEPHONE POLE, 1.2 FEET NORTH
 OR0595'OF A FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 OR0595'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0437 ***********************************************************************
 OR0437  DESIGNATION -  Y 340
 OR0437  PID         -  OR0437
 OR0437  STATE/COUNTY-  SD/BRULE
 OR0437  COUNTRY     -  US
 OR0437  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0437
 OR0437                         *CURRENT SURVEY CONTROL
 OR0437  ______________________________________________________________________
 OR0437* NAD 83(1986) POSITION- 43 52 51.     (N) 099 18 20.     (W)   SCALED
 OR0437* NAVD 88 ORTHO HEIGHT -   420.844 (meters)     1380.72  (feet) ADJUSTED
 OR0437  ______________________________________________________________________
 OR0437  GEOID HEIGHT    -        -25.435 (meters)                     GEOID18
 OR0437  DYNAMIC HEIGHT  -        420.739 (meters)     1380.37  (feet) COMP
 OR0437  MODELED GRAVITY -    980,359.0   (mgal)                       NAVD 88
 OR0437
 OR0437  VERT ORDER      -  FIRST     CLASS II
 OR0437
 OR0437.The horizontal coordinates were scaled from a map and have
 OR0437.an estimated accuracy of +/- 6 seconds.
 OR0437
 OR0437.The orthometric height was determined by differential leveling and
 OR0437.adjusted by the NATIONAL GEODETIC SURVEY
 OR0437.in June 1991.
 OR0437
 OR0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0437.GEOID18 height accuracy estimate available here.
 OR0437
 OR0437.Click photographs - Photos may exist for this station.
 OR0437
 OR0437.The dynamic height is computed by dividing the NAVD 88
 OR0437.geopotential number by the normal gravity value computed on the
 OR0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0437.degrees latitude (g = 980.6199 gals.).
 OR0437
 OR0437.The modeled gravity was interpolated from observed gravity values.
 OR0437
 OR0437;                    North         East    Units  Estimated Accuracy
 OR0437;SPC SD S     -   172,430.      682,590.      MT  (+/- 180 meters Scaled)
 OR0437
 OR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP754586(NAD 83)
 OR0437
 OR0437                          SUPERSEDED SURVEY CONTROL
 OR0437
 OR0437  NGVD 29 (??/??/92)  420.511  (m)         1379.63   (f) ADJ UNCH    1 2
 OR0437
 OR0437.Superseded values are not recommended for survey control.
 OR0437
 OR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0437.See file dsdata.pdf to determine how the superseded data were derived.
 OR0437
 OR0437_MARKER: DB = BENCH MARK DISK
 OR0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0437_STAMPING: Y 340 1949
 OR0437_MARK LOGO: CGS
 OR0437_PROJECTION: FLUSH
 OR0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0437+STABILITY: SURFACE MOTION
 OR0437
 OR0437  HISTORY     - Date     Condition        Report By
 OR0437  HISTORY     - 1949     MONUMENTED       CGS
 OR0437  HISTORY     - 1958     GOOD             CGS
 OR0437
 OR0437                          STATION DESCRIPTION
 OR0437
 OR0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0437'6 MI N FROM CHAMBERLAIN.
 OR0437'6.0 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL AT
 OR0437'CHAMBERLAIN, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS LEADING
 OR0437'NORTH AND SOUTHEAST, 123 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OR0437'HIGHWAY, 75 FEET WEST OF TELEPHONE POLE NO. 6, IN LINE WITH AN
 OR0437'EAST-WEST FENCE ON THE NORTHEAST SIDE OF THE ROAD, IN LINE WITH
 OR0437'A NORTH-SOUTH SECTION OF FENCE ON THE SOUTHWEST SIDE OF THE ROAD,
 OR0437'7 FEET NORTH OF A CORNER FENCE POST, 1 FOOT NORTHEAST OF A FENCE,
 OR0437'1.8 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 OR0437'CONCRETE POST 5 FEET IN DEPTH AND ABOUT LEVEL WITH THE GROUND.
 OR0437'NOTE-- IT IS ON THE RIGHT-OF-WAY OF THE OLD HIGHWAY.  THE NEW
 OR0437'HIGHWAY LOCATION WILL BE TO THE EAST OF THE MARK.
 OR0437
 OR0437                          STATION RECOVERY (1958)
 OR0437
 OR0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OR0437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0408 ***********************************************************************
 PR0408  DESIGNATION -  Y 341
 PR0408  PID         -  PR0408
 PR0408  STATE/COUNTY-  SD/HAMLIN
 PR0408  COUNTRY     -  US
 PR0408  USGS QUAD   -  LAKE NORDEN (2017)
 PR0408
 PR0408                         *CURRENT SURVEY CONTROL
 PR0408  ______________________________________________________________________
 PR0408* NAD 83(1986) POSITION- 44 33 01.     (N) 097 07 46.     (W)   SCALED
 PR0408* NAVD 88 ORTHO HEIGHT -   505.116 (meters)     1657.20  (feet) ADJUSTED
 PR0408  ______________________________________________________________________
 PR0408  GEOID HEIGHT    -        -24.901 (meters)                     GEOID18
 PR0408  DYNAMIC HEIGHT  -        505.033 (meters)     1656.93  (feet) COMP
 PR0408  MODELED GRAVITY -    980,436.5   (mgal)                       NAVD 88
 PR0408
 PR0408  VERT ORDER      -  SECOND    CLASS 0
 PR0408
 PR0408.The horizontal coordinates were scaled from a map and have
 PR0408.an estimated accuracy of +/- 6 seconds.
 PR0408
 PR0408.The orthometric height was determined by differential leveling and
 PR0408.adjusted by the NATIONAL GEODETIC SURVEY
 PR0408.in June 1991.
 PR0408
 PR0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0408.GEOID18 height accuracy estimate available here.
 PR0408
 PR0408.Click photographs - Photos may exist for this station.
 PR0408
 PR0408.The dynamic height is computed by dividing the NAVD 88
 PR0408.geopotential number by the normal gravity value computed on the
 PR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0408.degrees latitude (g = 980.6199 gals.).
 PR0408
 PR0408.The modeled gravity was interpolated from observed gravity values.
 PR0408
 PR0408;                    North         East    Units  Estimated Accuracy
 PR0408;SPC SD N     -    83,710.      828,050.      MT  (+/- 180 meters Scaled)
 PR0408
 PR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ485346(NAD 83)
 PR0408
 PR0408                          SUPERSEDED SURVEY CONTROL
 PR0408
 PR0408  NGVD 29 (??/??/92)  504.839  (m)         1656.29   (f) ADJ UNCH    2 0
 PR0408
 PR0408.Superseded values are not recommended for survey control.
 PR0408
 PR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0408.See file dsdata.pdf to determine how the superseded data were derived.
 PR0408
 PR0408_MARKER: DB = BENCH MARK DISK
 PR0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0408_STAMPING: Y 341 1949
 PR0408_MARK LOGO: CGS
 PR0408_PROJECTION: FLUSH
 PR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0408+STABILITY: SURFACE MOTION
 PR0408
 PR0408  HISTORY     - Date     Condition        Report By
 PR0408  HISTORY     - 1949     MONUMENTED       CGS
 PR0408
 PR0408                          STATION DESCRIPTION
 PR0408
 PR0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0408'7.3 MI E FROM LAKE NORDEN.
 PR0408'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 PR0408'RAILWAY STATION AT LAKE NORDEN, THENCE 4.3 MILES EAST ALONG
 PR0408'STATE HIGHWAY 28, THENCE 2.6 MILES SOUTH ALONG U.S. HIGHWAY 81,
 PR0408'AT LAKE POINSETT AIRPORT, 214.0 FEET WEST OF THE CENTER LINE OF
 PR0408'THE HIGHWAY, 71.0 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER
 PR0408'OF THE SIOUX SPORTSMENS LODGE, 2.9 FEET EAST OF THE SOUTHEAST
 PR0408'CORNER OF A HANGAR, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PR0408'IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1111 ***********************************************************************
 NM1111  DESIGNATION -  Y 342
 NM1111  PID         -  NM1111
 NM1111  STATE/COUNTY-  SD/YANKTON
 NM1111  COUNTRY     -  US
 NM1111  USGS QUAD   -  GAYVILLE (2017)
 NM1111
 NM1111                         *CURRENT SURVEY CONTROL
 NM1111  ______________________________________________________________________
 NM1111* NAD 83(1986) POSITION- 42 53 43.     (N) 097 13 13.     (W)   SCALED
 NM1111* NAVD 88 ORTHO HEIGHT -   356.354 (meters)     1169.14  (feet) ADJUSTED
 NM1111  ______________________________________________________________________
 NM1111  GEOID HEIGHT    -        -25.617 (meters)                     GEOID18
 NM1111  DYNAMIC HEIGHT  -        356.253 (meters)     1168.81  (feet) COMP
 NM1111  MODELED GRAVITY -    980,326.9   (mgal)                       NAVD 88
 NM1111
 NM1111  VERT ORDER      -  SECOND    CLASS 0
 NM1111
 NM1111.The horizontal coordinates were scaled from a map and have
 NM1111.an estimated accuracy of +/- 6 seconds.
 NM1111
 NM1111.The orthometric height was determined by differential leveling and
 NM1111.adjusted by the NATIONAL GEODETIC SURVEY
 NM1111.in June 1991.
 NM1111
 NM1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1111.GEOID18 height accuracy estimate available here.
 NM1111
 NM1111.Click photographs - Photos may exist for this station.
 NM1111
 NM1111.The dynamic height is computed by dividing the NAVD 88
 NM1111.geopotential number by the normal gravity value computed on the
 NM1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1111.degrees latitude (g = 980.6199 gals.).
 NM1111
 NM1111.The modeled gravity was interpolated from observed gravity values.
 NM1111
 NM1111;                    North         East    Units  Estimated Accuracy
 NM1111;SPC SD S     -    67,190.      854,210.      MT  (+/- 180 meters Scaled)
 NM1111
 NM1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN453507(NAD 83)
 NM1111
 NM1111                          SUPERSEDED SURVEY CONTROL
 NM1111
 NM1111  NGVD 29 (??/??/92)  356.162  (m)         1168.51   (f) ADJ UNCH    2 0
 NM1111
 NM1111.Superseded values are not recommended for survey control.
 NM1111
 NM1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1111.See file dsdata.pdf to determine how the superseded data were derived.
 NM1111
 NM1111_MARKER: DB = BENCH MARK DISK
 NM1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1111_STAMPING: Y 342 1949
 NM1111_MARK LOGO: CGS
 NM1111_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1111+STABILITY: SURFACE MOTION
 NM1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1111+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM1111
 NM1111  HISTORY     - Date     Condition        Report By
 NM1111  HISTORY     - 1949     MONUMENTED       CGS
 NM1111  HISTORY     - 19930908 GOOD             NGS
 NM1111
 NM1111                          STATION DESCRIPTION
 NM1111
 NM1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1111'3.7 MI SE FROM MISSION HILL.
 NM1111'3.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NM1111'AND PACIFIC RAILROAD FROM THE STATION AT MISSION HILL, YANKTON
 NM1111'COUNTY, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 188 FEET SOUTH
 NM1111'OF THE CENTER LINE OF AN EAST-AND-WEST ROAD, 39 FEET WEST OF
 NM1111'THE CENTER LINE OF A NORTH-AND-SOUTH ROAD, 10 FEET NORTHWEST OF A
 NM1111'RIGHT-OF-WAY FENCE CORNER, 1.7 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NM1111'FENCE, AND 1.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 NM1111'STANDARD DISK, STAMPED Y 342 1949 AND SET IN THE TOP OF A
 NM1111'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 NM1111
 NM1111                          STATION RECOVERY (1993)
 NM1111
 NM1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1111'14.5 KM (9.00 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM1111'OFFICE IN YANKTON, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED
 NM1111'ROAD, 56.5 M (185.4 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 13.8
 NM1111'M (45.3 FT) SOUTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 NM1111'11.7 M (38.4 FT) WEST OF THE ROAD CENTER, 3.0 M (9.8 FT) NORTHWEST OF
 NM1111'A FENCE CORNER, 0.5 M (1.6 FT) NORTHEAST OF A FENCE, AND THE MONUMENT
 NM1111'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1102 ***********************************************************************
 NM1102  DESIGNATION -  Y 343
 NM1102  PID         -  NM1102
 NM1102  STATE/COUNTY-  SD/YANKTON
 NM1102  COUNTRY     -  US
 NM1102  USGS QUAD   -  SAINT HELENA (2017)
 NM1102
 NM1102                         *CURRENT SURVEY CONTROL
 NM1102  ______________________________________________________________________
 NM1102* NAD 83(1986) POSITION- 42 48 42.     (N) 097 09 37.     (W)   SCALED
 NM1102* NAVD 88 ORTHO HEIGHT -   353.415 (meters)     1159.50  (feet) ADJUSTED
 NM1102  ______________________________________________________________________
 NM1102  GEOID HEIGHT    -        -25.558 (meters)                     GEOID18
 NM1102  DYNAMIC HEIGHT  -        353.312 (meters)     1159.16  (feet) COMP
 NM1102  MODELED GRAVITY -    980,320.6   (mgal)                       NAVD 88
 NM1102
 NM1102  VERT ORDER      -  SECOND    CLASS 0
 NM1102
 NM1102.The horizontal coordinates were scaled from a map and have
 NM1102.an estimated accuracy of +/- 6 seconds.
 NM1102
 NM1102.The orthometric height was determined by differential leveling and
 NM1102.adjusted by the NATIONAL GEODETIC SURVEY
 NM1102.in June 1991.
 NM1102
 NM1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1102.GEOID18 height accuracy estimate available here.
 NM1102
 NM1102.Click photographs - Photos may exist for this station.
 NM1102
 NM1102.The dynamic height is computed by dividing the NAVD 88
 NM1102.geopotential number by the normal gravity value computed on the
 NM1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1102.degrees latitude (g = 980.6199 gals.).
 NM1102
 NM1102.The modeled gravity was interpolated from observed gravity values.
 NM1102
 NM1102;                    North         East    Units  Estimated Accuracy
 NM1102;SPC SD S     -    58,100.      859,460.      MT  (+/- 180 meters Scaled)
 NM1102
 NM1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN504415(NAD 83)
 NM1102
 NM1102                          SUPERSEDED SURVEY CONTROL
 NM1102
 NM1102  NGVD 29 (??/??/92)  353.211  (m)         1158.83   (f) ADJ UNCH    2 0
 NM1102
 NM1102.Superseded values are not recommended for survey control.
 NM1102
 NM1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1102.See file dsdata.pdf to determine how the superseded data were derived.
 NM1102
 NM1102_MARKER: DB = BENCH MARK DISK
 NM1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1102_STAMPING: Y 343 1949
 NM1102_MARK LOGO: CGS
 NM1102_PROJECTION: PROJECTING 21 CENTIMETERS
 NM1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1102+STABILITY: SURFACE MOTION
 NM1102
 NM1102  HISTORY     - Date     Condition        Report By
 NM1102  HISTORY     - 1949     MONUMENTED       CGS
 NM1102
 NM1102                          STATION DESCRIPTION
 NM1102
 NM1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1102'7.4 MI W FROM MECKLING.
 NM1102'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 50 FROM THE CHICAGO,
 NM1102'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MACKLING,
 NM1102'THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 NM1102'SOUTH ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST ALONG A
 NM1102'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 NM1102'THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, 33 FEET WEST OF
 NM1102'THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF THE CENTER LINE
 NM1102'OF A PRIVATE ROAD LEADING WEST TO A FARMHOUSE, 3.0 FEET NORTH
 NM1102'OF A POWER TRANSMISSION LINE POLE, 3.0 FEET NORTH OF A FENCE
 NM1102'CORNER POST, 1.2 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A
 NM1102'REFERENCE POST, AND SET IN THE TOP OF A 5.6-FOOT CONCRETE POST
 NM1102'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0447 ***********************************************************************
 PS0447  DESIGNATION -  Y 344
 PS0447  PID         -  PS0447
 PS0447  STATE/COUNTY-  SD/HUGHES
 PS0447  COUNTRY     -  US
 PS0447  USGS QUAD   -  JOE CREEK (2017)
 PS0447
 PS0447                         *CURRENT SURVEY CONTROL
 PS0447  ______________________________________________________________________
 PS0447* NAD 83(1986) POSITION- 44 09 01.     (N) 099 52 02.     (W)   SCALED
 PS0447* NAVD 88 ORTHO HEIGHT -   458.642 (meters)     1504.73  (feet) ADJUSTED
 PS0447  ______________________________________________________________________
 PS0447  GEOID HEIGHT    -        -24.159 (meters)                     GEOID18
 PS0447  DYNAMIC HEIGHT  -        458.547 (meters)     1504.42  (feet) COMP
 PS0447  MODELED GRAVITY -    980,398.4   (mgal)                       NAVD 88
 PS0447
 PS0447  VERT ORDER      -  FIRST     CLASS II
 PS0447
 PS0447.The horizontal coordinates were scaled from a map and have
 PS0447.an estimated accuracy of +/- 6 seconds.
 PS0447
 PS0447.The orthometric height was determined by differential leveling and
 PS0447.adjusted by the NATIONAL GEODETIC SURVEY
 PS0447.in June 1991.
 PS0447
 PS0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0447.GEOID18 height accuracy estimate available here.
 PS0447
 PS0447.Click photographs - Photos may exist for this station.
 PS0447
 PS0447.The dynamic height is computed by dividing the NAVD 88
 PS0447.geopotential number by the normal gravity value computed on the
 PS0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0447.degrees latitude (g = 980.6199 gals.).
 PS0447
 PS0447.The modeled gravity was interpolated from observed gravity values.
 PS0447
 PS0447;                    North         East    Units  Estimated Accuracy
 PS0447;SPC SD S     -   201,960.      637,290.      MT  (+/- 180 meters Scaled)
 PS0447
 PS0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP306889(NAD 83)
 PS0447
 PS0447                          SUPERSEDED SURVEY CONTROL
 PS0447
 PS0447  NGVD 29 (??/??/92)  458.316  (m)         1503.66   (f) ADJ UNCH    1 2
 PS0447
 PS0447.Superseded values are not recommended for survey control.
 PS0447
 PS0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0447.See file dsdata.pdf to determine how the superseded data were derived.
 PS0447
 PS0447_MARKER: DB = BENCH MARK DISK
 PS0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0447_STAMPING: Y 344 1949
 PS0447_MARK LOGO: CGS
 PS0447_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0447+STABILITY: SURFACE MOTION
 PS0447
 PS0447  HISTORY     - Date     Condition        Report By
 PS0447  HISTORY     - 1949     MONUMENTED       CGS
 PS0447
 PS0447                          STATION DESCRIPTION
 PS0447
 PS0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0447'1 MI W FROM JOE CREEK.
 PS0447'1.0 MILE WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0447'CREEK, AT THE CORNER OF SECTIONS, 16, 17, 20 AND 21, T. 108 N.,
 PS0447'R. 75 W., 25 FEET SOUTHEAST OF THE CENTER LINE OF A GATE, 21
 PS0447'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF A
 PS0447'3-WAY CORNER FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.8 FEET
 PS0447'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT
 PS0447'A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0435 ***********************************************************************
 PS0435  DESIGNATION -  Y 349
 PS0435  PID         -  PS0435
 PS0435  STATE/COUNTY-  SD/HUGHES
 PS0435  COUNTRY     -  US
 PS0435  USGS QUAD   -  JOE CREEK (2017)
 PS0435
 PS0435                         *CURRENT SURVEY CONTROL
 PS0435  ______________________________________________________________________
 PS0435* NAD 83(1986) POSITION- 44 12 29.     (N) 099 52 00.     (W)   SCALED
 PS0435* NAVD 88 ORTHO HEIGHT -   515.200 (meters)     1690.29  (feet) ADJUSTED
 PS0435  ______________________________________________________________________
 PS0435  GEOID HEIGHT    -        -24.024 (meters)                     GEOID18
 PS0435  DYNAMIC HEIGHT  -        515.097 (meters)     1689.95  (feet) COMP
 PS0435  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 PS0435
 PS0435  VERT ORDER      -  FIRST     CLASS II
 PS0435
 PS0435.The horizontal coordinates were scaled from a map and have
 PS0435.an estimated accuracy of +/- 6 seconds.
 PS0435
 PS0435.The orthometric height was determined by differential leveling and
 PS0435.adjusted by the NATIONAL GEODETIC SURVEY
 PS0435.in June 1991.
 PS0435
 PS0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0435.GEOID18 height accuracy estimate available here.
 PS0435
 PS0435.Click photographs - Photos may exist for this station.
 PS0435
 PS0435.The dynamic height is computed by dividing the NAVD 88
 PS0435.geopotential number by the normal gravity value computed on the
 PS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0435.degrees latitude (g = 980.6199 gals.).
 PS0435
 PS0435.The modeled gravity was interpolated from observed gravity values.
 PS0435
 PS0435;                    North         East    Units  Estimated Accuracy
 PS0435;SPC SD S     -   208,380.      637,300.      MT  (+/- 180 meters Scaled)
 PS0435
 PS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP307953(NAD 83)
 PS0435
 PS0435                          SUPERSEDED SURVEY CONTROL
 PS0435
 PS0435  NGVD 29 (??/??/92)  514.88   (m)         1689.2    (f) COMPUTED    1 2
 PS0435
 PS0435.Superseded values are not recommended for survey control.
 PS0435
 PS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0435.See file dsdata.pdf to determine how the superseded data were derived.
 PS0435
 PS0435_MARKER: DB = BENCH MARK DISK
 PS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0435_STAMPING: Y 349 1949
 PS0435_MARK LOGO: CGS
 PS0435_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0435+STABILITY: SURFACE MOTION
 PS0435
 PS0435  HISTORY     - Date     Condition        Report By
 PS0435  HISTORY     - 1949     MONUMENTED       CGS
 PS0435
 PS0435                          STATION DESCRIPTION
 PS0435
 PS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0435'6.4 MI SE FROM DE GREY.
 PS0435'0.35 MILE EAST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0435'AT DE GREY, THENCE 4.0 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE
 PS0435'2.2 MILES SOUTH ALONG A FIELD ROAD, AT A T-JUNCTION OF ROADS,
 PS0435'AT THE CORNER OF SECTIONS 28, 29, 32 AND 33, T. 109 N., R. 75 W.,
 PS0435'42 FEET SOUTH OF THE PROJECTED CENTER LINE OF THE ROAD LEADING
 PS0435'EAST, 35 FEET SOUTH OF THE SOUTH GATE POST OF A GATE IN THE
 PS0435'NORTH-SOUTH FENCE, 20 FEET WEST OF THE CENTER LINE OF THE
 PS0435'NORTH-SOUTH ROAD, 1.2 FEET WEST OF A FENCE, 2 FEET NORTH
 PS0435'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 PS0435'OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS
 PS0435'BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK B 315.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0046 ***********************************************************************
 PV0046  DESIGNATION -  Y 359
 PV0046  PID         -  PV0046
 PV0046  STATE/COUNTY-  SD/BUTTE
 PV0046  COUNTRY     -  US
 PV0046  USGS QUAD   -  BEULAH (2017)
 PV0046
 PV0046                         *CURRENT SURVEY CONTROL
 PV0046  ______________________________________________________________________
 PV0046* NAD 83(1986) POSITION- 44 35 41.     (N) 104 00 41.     (W)   SCALED
 PV0046* NAVD 88 ORTHO HEIGHT -  1073.691 (meters)     3522.60  (feet) ADJUSTED
 PV0046  ______________________________________________________________________
 PV0046  GEOID HEIGHT    -        -14.733 (meters)                     GEOID18
 PV0046  DYNAMIC HEIGHT  -       1073.360 (meters)     3521.52  (feet) COMP
 PV0046  MODELED GRAVITY -    980,272.0   (mgal)                       NAVD 88
 PV0046
 PV0046  VERT ORDER      -  SECOND    CLASS 0
 PV0046
 PV0046.The horizontal coordinates were scaled from a map and have
 PV0046.an estimated accuracy of +/- 6 seconds.
 PV0046
 PV0046.The orthometric height was determined by differential leveling and
 PV0046.adjusted by the NATIONAL GEODETIC SURVEY
 PV0046.in June 1991.
 PV0046
 PV0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0046.GEOID18 height accuracy estimate available here.
 PV0046
 PV0046.Click photographs - Photos may exist for this station.
 PV0046
 PV0046.The dynamic height is computed by dividing the NAVD 88
 PV0046.geopotential number by the normal gravity value computed on the
 PV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0046.degrees latitude (g = 980.6199 gals.).
 PV0046
 PV0046.The modeled gravity was interpolated from observed gravity values.
 PV0046
 PV0046;                    North         East    Units  Estimated Accuracy
 PV0046;SPC SD N     -    92,500.      281,630.      MT  (+/- 180 meters Scaled)
 PV0046
 PV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK784384(NAD 83)
 PV0046
 PV0046                          SUPERSEDED SURVEY CONTROL
 PV0046
 PV0046  NGVD 29 (??/??/92) 1073.165  (m)         3520.88   (f) ADJ UNCH    2 0
 PV0046
 PV0046.Superseded values are not recommended for survey control.
 PV0046
 PV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0046.See file dsdata.pdf to determine how the superseded data were derived.
 PV0046
 PV0046_MARKER: DB = BENCH MARK DISK
 PV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0046_STAMPING: Y 359 1962
 PV0046_MARK LOGO: CGS
 PV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0046+STABILITY: SURFACE MOTION
 PV0046
 PV0046  HISTORY     - Date     Condition        Report By
 PV0046  HISTORY     - 1962     MONUMENTED       CGS
 PV0046
 PV0046                          STATION DESCRIPTION
 PV0046
 PV0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0046'11.4 MI SW FROM BELLE FOURCHE.
 PV0046'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE AT
 PV0046'BELLE FOURCHE, THENCE 7.5 MILE WEST ALONG STATE HIGHWAY 34,
 PV0046'THENCE 3.4 MILE SOUTH ALONG A GRAVELED ROAD, 47 FEET EAST OF
 PV0046'THE CENTERLINE OF THE ROAD, 6 FEET SOUTH SOUTHWEST OF A TELEPHONE
 PV0046'POLE, 3 FEET NORTHWEST OF A BRACE POLE, 1.2 FEET WEST OF THE
 PV0046'FENCE LINE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 PV0046'HIGHER THAN THE ROAD, IN A CONCRETE POST PROJECTING ABOUT 0.5
 PV0046'FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0370 ***********************************************************************
 OR0370  DESIGNATION -  Y 36
 OR0370  PID         -  OR0370
 OR0370  STATE/COUNTY-  SD/BRULE
 OR0370  COUNTRY     -  US
 OR0370  USGS QUAD   -  CEDAR GROVE COLONY (2017)
 OR0370
 OR0370                         *CURRENT SURVEY CONTROL
 OR0370  ______________________________________________________________________
 OR0370* NAD 83(1986) POSITION- 43 30 42.     (N) 098 51 12.     (W)   SCALED
 OR0370* NAVD 88 ORTHO HEIGHT -   497.993 (meters)     1633.83  (feet) ADJUSTED
 OR0370  ______________________________________________________________________
 OR0370  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OR0370  DYNAMIC HEIGHT  -        497.836 (meters)     1633.32  (feet) COMP
 OR0370  MODELED GRAVITY -    980,289.9   (mgal)                       NAVD 88
 OR0370
 OR0370  VERT ORDER      -  FIRST     CLASS II
 OR0370
 OR0370.The horizontal coordinates were scaled from a map and have
 OR0370.an estimated accuracy of +/- 6 seconds.
 OR0370
 OR0370.The orthometric height was determined by differential leveling and
 OR0370.adjusted by the NATIONAL GEODETIC SURVEY
 OR0370.in June 1991.
 OR0370
 OR0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0370.GEOID18 height accuracy estimate available here.
 OR0370
 OR0370.Click photographs - Photos may exist for this station.
 OR0370
 OR0370.The dynamic height is computed by dividing the NAVD 88
 OR0370.geopotential number by the normal gravity value computed on the
 OR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0370.degrees latitude (g = 980.6199 gals.).
 OR0370
 OR0370.The modeled gravity was interpolated from observed gravity values.
 OR0370
 OR0370;                    North         East    Units  Estimated Accuracy
 OR0370;SPC SD S     -   131,970.      719,660.      MT  (+/- 180 meters Scaled)
 OR0370
 OR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP118176(NAD 83)
 OR0370
 OR0370                          SUPERSEDED SURVEY CONTROL
 OR0370
 OR0370  NGVD 29 (??/??/92)  497.65   (m)         1632.7    (f) COMPUTED    1 2
 OR0370
 OR0370.Superseded values are not recommended for survey control.
 OR0370
 OR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0370.See file dsdata.pdf to determine how the superseded data were derived.
 OR0370
 OR0370_MARKER: DB = BENCH MARK DISK
 OR0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0370_STAMPING: Y 36 1933
 OR0370_MARK LOGO: CGS
 OR0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0370+STABILITY: SURFACE MOTION
 OR0370
 OR0370  HISTORY     - Date     Condition        Report By
 OR0370  HISTORY     - 1933     MONUMENTED       CGS
 OR0370  HISTORY     - 1933     GOOD             CGS
 OR0370  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0370
 OR0370                          STATION DESCRIPTION
 OR0370
 OR0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0370'9 MI N FROM PLATTE.  9 MILES NORTH AT PETERSONS SCHOOL HOUSE DISTRICT
 OR0370'19, 70 FT. SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL BUILDING ON
 OR0370'PROPERTY LINE, 55 FT. WEST OF CENTER OF HWY. 281, 1 FT. NORTH OF FENCE
 OR0370'AND 20 FT. WEST OF FENCE CORNER.
 OR0370
 OR0370                          STATION RECOVERY (2012)
 OR0370
 OR0370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0371 ***********************************************************************
 OR0371  DESIGNATION -  Y 36 RESET
 OR0371  PID         -  OR0371
 OR0371  STATE/COUNTY-  SD/BRULE
 OR0371  COUNTRY     -  US
 OR0371  USGS QUAD   -  CEDAR GROVE COLONY (2017)
 OR0371
 OR0371                         *CURRENT SURVEY CONTROL
 OR0371  ______________________________________________________________________
 OR0371* NAD 83(1986) POSITION- 43 30 42.     (N) 098 51 13.     (W)   SCALED
 OR0371* NAVD 88 ORTHO HEIGHT -   497.96  (+/-2cm)     1633.7   (feet) VERTCON3
 OR0371  ______________________________________________________________________
 OR0371  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 OR0371  VERT ORDER      -  THIRD (See Below)
 OR0371
 OR0371.The horizontal coordinates were scaled from a map and have
 OR0371.an estimated accuracy of +/- 6 seconds.
 OR0371
 OR0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0371
 OR0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0371.GEOID18 height accuracy estimate available here.
 OR0371
 OR0371.The vertical order pertains to the NGVD 29 superseded value.
 OR0371
 OR0371.Click photographs - Photos may exist for this station.
 OR0371
 OR0371;                    North         East    Units  Estimated Accuracy
 OR0371;SPC SD S     -   131,970.      719,640.      MT  (+/- 180 meters Scaled)
 OR0371
 OR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP118176(NAD 83)
 OR0371
 OR0371                          SUPERSEDED SURVEY CONTROL
 OR0371
 OR0371  NGVD 29 (??/??/??)  497.62   (m)         1632.6    (f) RESET       3  
 OR0371
 OR0371.Superseded values are not recommended for survey control.
 OR0371
 OR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0371.See file dsdata.pdf to determine how the superseded data were derived.
 OR0371
 OR0371_MARKER: DB = BENCH MARK DISK
 OR0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0371_STAMPING: 1632 Y 36 1933 RESET 1949
 OR0371_MARK LOGO: CGS
 OR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0371+STABILITY: SURFACE MOTION
 OR0371
 OR0371  HISTORY     - Date     Condition        Report By
 OR0371  HISTORY     - 1949     MONUMENTED       SDHD
 OR0371
 OR0371                          STATION DESCRIPTION
 OR0371
 OR0371'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1949
 OR0371'9.2 MI N FROM PLATTE.
 OR0371'IN BRULE COUNTY, 9.2 MILES NORTH ALONG U.S. HIGHWAY 281 FROM
 OR0371'THE POST OFFICE AT PLATTE, CHARLES MIX COUNTY, AT PETERSON
 OR0371'SCHOOL, 88 FEET SOUTH OF THE CONCRETE STEPS AT THE ENTRANCE,
 OR0371'AND 94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 OR0371'DISK, STAMPED 1632 Y 36 1933 RESET 1949 AND SET IN THE TOP
 OR0371'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1201 ***********************************************************************
 PU1201  DESIGNATION -  Y 360
 PU1201  PID         -  PU1201
 PU1201  STATE/COUNTY-  SD/BUTTE
 PU1201  COUNTRY     -  US
 PU1201  USGS QUAD   -  NEWELL (2017)
 PU1201
 PU1201                         *CURRENT SURVEY CONTROL
 PU1201  ______________________________________________________________________
 PU1201* NAD 83(1986) POSITION- 44 43 13.2    (N) 103 24 09.9    (W)   HD_HELD2
 PU1201* NAVD 88 ORTHO HEIGHT -   849.318 (meters)     2786.47  (feet) ADJUSTED
 PU1201  ______________________________________________________________________
 PU1201  GEOID HEIGHT    -        -16.409 (meters)                     GEOID18
 PU1201  DYNAMIC HEIGHT  -        849.104 (meters)     2785.77  (feet) COMP
 PU1201  MODELED GRAVITY -    980,336.7   (mgal)                       NAVD 88
 PU1201
 PU1201  VERT ORDER      -  FIRST     CLASS II
 PU1201
 PU1201.The horizontal coordinates were established by autonomous hand held GPS
 PU1201.observations and have an estimated accuracy of +/- 10 meters.
 PU1201
 PU1201.The orthometric height was determined by differential leveling and
 PU1201.adjusted by the NATIONAL GEODETIC SURVEY
 PU1201.in July 1998.
 PU1201
 PU1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1201.GEOID18 height accuracy estimate available here.
 PU1201
 PU1201.Click photographs - Photos may exist for this station.
 PU1201
 PU1201.The dynamic height is computed by dividing the NAVD 88
 PU1201.geopotential number by the normal gravity value computed on the
 PU1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1201.degrees latitude (g = 980.6199 gals.).
 PU1201
 PU1201.The modeled gravity was interpolated from observed gravity values.
 PU1201
 PU1201;                    North         East    Units  Estimated Accuracy
 PU1201;SPC SD N     -   104,230.      330,493.      MT  (+/- 10 meters HH2 GPS)
 PU1201
 PU1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK2649853124(NAD 83)
 PU1201
 PU1201                          SUPERSEDED SURVEY CONTROL
 PU1201
 PU1201  NAVD 88 (06/15/91)  849.278  (m)         2786.34   (f) SUPERSEDED  1 2
 PU1201  NGVD 29 (??/??/92)  848.805  (m)         2784.79   (f) ADJ UNCH    1 2
 PU1201
 PU1201.Superseded values are not recommended for survey control.
 PU1201
 PU1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1201.See file dsdata.pdf to determine how the superseded data were derived.
 PU1201
 PU1201_MARKER: DB = BENCH MARK DISK
 PU1201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1201_SP_SET: HEADWALL
 PU1201_STAMPING: Y 360 1962
 PU1201_MARK LOGO: CGS
 PU1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1201+STABILITY: SURFACE MOTION
 PU1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1201+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1201
 PU1201  HISTORY     - Date     Condition        Report By
 PU1201  HISTORY     - 1962     MONUMENTED       CGS
 PU1201  HISTORY     - 1963     GOOD             CGS
 PU1201  HISTORY     - 19951116 GOOD             NGS
 PU1201
 PU1201                          STATION DESCRIPTION
 PU1201
 PU1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1201'1 MI E FROM NEWELL.
 PU1201'1 MILE NORTH OF RAILROAD STATION AT NEWELL, THENCE 0.90 MILE
 PU1201'EAST ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF STATE HIGHWAY
 PU1201'79 LEADING NORTH.
 PU1201
 PU1201                          STATION RECOVERY (1995)
 PU1201
 PU1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1201'1.8 KM (1.10 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1201'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, IN TOP OF AND 0.3 M (1.0 FT)
 PU1201'EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF CULVERT NUMBER
 PU1201'40.32 SPANNING DEADMAN CREEK, 500.0 M (1640.4 FT) EAST OF MILEPOST 40,
 PU1201'10.0 M (32.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 1.0 M (3.3
 PU1201'FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1579 ***********************************************************************
 PU1579  DESIGNATION -  Y 361
 PU1579  PID         -  PU1579
 PU1579  STATE/COUNTY-  SD/PENNINGTON
 PU1579  COUNTRY     -  US
 PU1579  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1579
 PU1579                         *CURRENT SURVEY CONTROL
 PU1579  ______________________________________________________________________
 PU1579* NAD 83(1986) POSITION- 44 04 55.     (N) 103 13 20.     (W)   SCALED
 PU1579* NAVD 88 ORTHO HEIGHT -   981.627 (meters)     3220.55  (feet) ADJUSTED
 PU1579  ______________________________________________________________________
 PU1579  GEOID HEIGHT    -        -15.866 (meters)                     GEOID18
 PU1579  DYNAMIC HEIGHT  -        981.305 (meters)     3219.50  (feet) COMP
 PU1579  MODELED GRAVITY -    980,256.2   (mgal)                       NAVD 88
 PU1579
 PU1579  VERT ORDER      -  FIRST     CLASS II
 PU1579
 PU1579.The horizontal coordinates were scaled from a map and have
 PU1579.an estimated accuracy of +/- 6 seconds.
 PU1579
 PU1579.The orthometric height was determined by differential leveling and
 PU1579.adjusted by the NATIONAL GEODETIC SURVEY
 PU1579.in June 1991.
 PU1579
 PU1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1579.GEOID18 height accuracy estimate available here.
 PU1579
 PU1579.Click photographs - Photos may exist for this station.
 PU1579
 PU1579.The dynamic height is computed by dividing the NAVD 88
 PU1579.geopotential number by the normal gravity value computed on the
 PU1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1579.degrees latitude (g = 980.6199 gals.).
 PU1579
 PU1579.The modeled gravity was interpolated from observed gravity values.
 PU1579
 PU1579;                    North         East    Units  Estimated Accuracy
 PU1579;SPC SD S     -   198,280.      368,670.      MT  (+/- 180 meters Scaled)
 PU1579
 PU1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ423825(NAD 83)
 PU1579
 PU1579                          SUPERSEDED SURVEY CONTROL
 PU1579
 PU1579  NGVD 29 (??/??/92)  981.158  (m)         3219.02   (f) ADJ UNCH    1 2
 PU1579
 PU1579.Superseded values are not recommended for survey control.
 PU1579
 PU1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1579.See file dsdata.pdf to determine how the superseded data were derived.
 PU1579
 PU1579_MARKER: DB = BENCH MARK DISK
 PU1579_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1579+WITH SETTING: PAVEMENT
 PU1579_SP_SET: SIGNAL FOUNDATION
 PU1579_STAMPING: Y 361 1962
 PU1579_MARK LOGO: CGS
 PU1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1579+STABILITY: SURFACE MOTION
 PU1579
 PU1579  HISTORY     - Date     Condition        Report By
 PU1579  HISTORY     - 1962     MONUMENTED       CGS
 PU1579  HISTORY     - 1985     MARK NOT FOUND   NGS
 PU1579  HISTORY     - 20110103 MARK NOT FOUND   INDIV
 PU1579
 PU1579                          STATION DESCRIPTION
 PU1579
 PU1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1579'0.4 MI E FROM RAPID CITY.
 PU1579'ABOUT 0.35 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1579'FROM THE STATION AT RAPID CITY, 0.1 MILE NORTHEAST OF THE
 PU1579'CHICAGO AND NORTH WESTERN FREIGHT BUILDING AND THE JUNCTION OF
 PU1579'A RAILROAD LEADING EAST, AT THE CROSSING WITH EAST OMAHA STREET,
 PU1579'AT A OVERHEAD SIGNAL LIGHT, 30 FEET SOUTH OF THE CENTER SOUTH
 PU1579'OF THE CENTER LINE OF EAST OMAHA STREET, 10 FEET NORTHWEST OF THE
 PU1579'NORTHWEST RAIL OF THE MAIN TRACK, ABOUT 1 INCH ABOVE THE GROUND
 PU1579'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE
 PU1579'TOP OF A CONCRETE FOUNDATION OF THE SIGNAL LIGHT.
 PU1579
 PU1579                          STATION RECOVERY (1985)
 PU1579
 PU1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1579'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
 PU1579
 PU1579                          STATION RECOVERY (2011)
 PU1579
 PU1579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1579'ACCESS CAP BROKEN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0286 ***********************************************************************
 OT0286  DESIGNATION -  Y 362
 OT0286  PID         -  OT0286
 OT0286  STATE/COUNTY-  SD/PENNINGTON
 OT0286  COUNTRY     -  US
 OT0286  USGS QUAD   -  HERMOSA NW (2017)
 OT0286
 OT0286                         *CURRENT SURVEY CONTROL
 OT0286  ______________________________________________________________________
 OT0286* NAD 83(1986) POSITION- 43 59 08.     (N) 103 07 32.     (W)   SCALED
 OT0286* NAVD 88 ORTHO HEIGHT -   961.885 (meters)     3155.78  (feet) ADJUSTED
 OT0286  ______________________________________________________________________
 OT0286  GEOID HEIGHT    -        -16.443 (meters)                     GEOID18
 OT0286  DYNAMIC HEIGHT  -        961.547 (meters)     3154.68  (feet) COMP
 OT0286  MODELED GRAVITY -    980,234.7   (mgal)                       NAVD 88
 OT0286
 OT0286  VERT ORDER      -  FIRST     CLASS II
 OT0286
 OT0286.The horizontal coordinates were scaled from a map and have
 OT0286.an estimated accuracy of +/- 6 seconds.
 OT0286
 OT0286.The orthometric height was determined by differential leveling and
 OT0286.adjusted by the NATIONAL GEODETIC SURVEY
 OT0286.in June 1991.
 OT0286
 OT0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0286.GEOID18 height accuracy estimate available here.
 OT0286
 OT0286.Click photographs - Photos may exist for this station.
 OT0286
 OT0286.The dynamic height is computed by dividing the NAVD 88
 OT0286.geopotential number by the normal gravity value computed on the
 OT0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0286.degrees latitude (g = 980.6199 gals.).
 OT0286
 OT0286.The modeled gravity was interpolated from observed gravity values.
 OT0286
 OT0286;                    North         East    Units  Estimated Accuracy
 OT0286;SPC SD S     -   187,320.      376,050.      MT  (+/- 180 meters Scaled)
 OT0286
 OT0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ503719(NAD 83)
 OT0286
 OT0286                          SUPERSEDED SURVEY CONTROL
 OT0286
 OT0286  NGVD 29 (??/??/92)  961.401  (m)         3154.20   (f) ADJ UNCH    1 2
 OT0286
 OT0286.Superseded values are not recommended for survey control.
 OT0286
 OT0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0286.See file dsdata.pdf to determine how the superseded data were derived.
 OT0286
 OT0286_MARKER: DB = BENCH MARK DISK
 OT0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0286_STAMPING: Y 362 1962
 OT0286_MARK LOGO: CGS
 OT0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0286+STABILITY: SURFACE MOTION
 OT0286
 OT0286  HISTORY     - Date     Condition        Report By
 OT0286  HISTORY     - 1962     MONUMENTED       CGS
 OT0286
 OT0286                          STATION DESCRIPTION
 OT0286
 OT0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0286'10.8 MI SE FROM RAPID CITY.
 OT0286'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OT0286'AND PACIFIC RAILROAD FROM THE STATION AT RAPID CITY, THENCE 3.25
 OT0286'MILES SOUTH AND WEST ALONG A GRAVELED ROAD, THENCE 1.7 MILES
 OT0286'SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 2 TELEPHONE
 OT0286'POLES NORTHWEST OF THE NORTHWEST END OF A CUT, 5 FEET SOUTH OF THE
 OT0286'ELEVENTH POLE SOUTHEAST OF MILE POST 91, 47 1/2 FEET SOUTHWEST OF
 OT0286'THE SOUTHWEST RAIL, 2 1/2 FEET NORTHEAST OF A FENCE, 1.8 FEET
 OT0286'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND
 OT0286'SET IN THE TOP OF A CONCRETE POST PROJECTING 10-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0247 ***********************************************************************
 OT0247  DESIGNATION -  Y 363
 OT0247  PID         -  OT0247
 OT0247  STATE/COUNTY-  SD/PENNINGTON
 OT0247  COUNTRY     -  US
 OT0247  USGS QUAD   -  SCENIC SW (2017)
 OT0247
 OT0247                         *CURRENT SURVEY CONTROL
 OT0247  ______________________________________________________________________
 OT0247* NAD 83(1986) POSITION- 43 50 03.     (N) 102 37 58.     (W)   SCALED
 OT0247* NAVD 88 ORTHO HEIGHT -   805.131 (meters)     2641.50  (feet) ADJUSTED
 OT0247  ______________________________________________________________________
 OT0247  GEOID HEIGHT    -        -17.910 (meters)                     GEOID18
 OT0247  DYNAMIC HEIGHT  -        804.875 (meters)     2640.66  (feet) COMP
 OT0247  MODELED GRAVITY -    980,274.4   (mgal)                       NAVD 88
 OT0247
 OT0247  VERT ORDER      -  FIRST     CLASS II
 OT0247
 OT0247.The horizontal coordinates were scaled from a map and have
 OT0247.an estimated accuracy of +/- 6 seconds.
 OT0247
 OT0247.The orthometric height was determined by differential leveling and
 OT0247.adjusted by the NATIONAL GEODETIC SURVEY
 OT0247.in June 1991.
 OT0247
 OT0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0247.GEOID18 height accuracy estimate available here.
 OT0247
 OT0247.Click photographs - Photos may exist for this station.
 OT0247
 OT0247.The dynamic height is computed by dividing the NAVD 88
 OT0247.geopotential number by the normal gravity value computed on the
 OT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0247.degrees latitude (g = 980.6199 gals.).
 OT0247
 OT0247.The modeled gravity was interpolated from observed gravity values.
 OT0247
 OT0247;                    North         East    Units  Estimated Accuracy
 OT0247;SPC SD S     -   169,290.      415,100.      MT  (+/- 180 meters Scaled)
 OT0247
 OT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ903561(NAD 83)
 OT0247
 OT0247                          SUPERSEDED SURVEY CONTROL
 OT0247
 OT0247  NGVD 29 (??/??/92)  804.672  (m)         2639.99   (f) ADJ UNCH    1 2
 OT0247
 OT0247.Superseded values are not recommended for survey control.
 OT0247
 OT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0247.See file dsdata.pdf to determine how the superseded data were derived.
 OT0247
 OT0247_MARKER: DB = BENCH MARK DISK
 OT0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0247_STAMPING: Y 363 1962
 OT0247_MARK LOGO: CGS
 OT0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0247+STABILITY: SURFACE MOTION
 OT0247
 OT0247  HISTORY     - Date     Condition        Report By
 OT0247  HISTORY     - 1962     MONUMENTED       CGS
 OT0247
 OT0247                          STATION DESCRIPTION
 OT0247
 OT0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0247'5.4 MI NW FROM SCENIC.
 OT0247'ABOUT 5.35 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0247'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC, 1.1
 OT0247'MILES NORTHWEST OF A GRAVELED ROAD CROSSING, IN SECTION 36,
 OT0247'T 2 S, R 12 E, 0.45 MILE SOUTHEAST OF MILE POST 624, 48 1/2
 OT0247'FEET SOUTHWEST OF SOUTHWEST RAIL, 1 FOOT SOUTHWEST OF A FENCE,
 OT0247'1.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 OT0247'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OT0247'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0448 ***********************************************************************
 OS0448  DESIGNATION -  Y 364
 OS0448  PID         -  OS0448
 OS0448  STATE/COUNTY-  SD/JACKSON
 OS0448  COUNTRY     -  US
 OS0448  USGS QUAD   -  KADOKA (2017)
 OS0448
 OS0448                         *CURRENT SURVEY CONTROL
 OS0448  ______________________________________________________________________
 OS0448* NAD 83(1986) POSITION- 43 48 51.     (N) 101 32 25.     (W)   SCALED
 OS0448* NAVD 88 ORTHO HEIGHT -   738.553 (meters)     2423.07  (feet) ADJUSTED
 OS0448  ______________________________________________________________________
 OS0448  GEOID HEIGHT    -        -21.497 (meters)                     GEOID18
 OS0448  DYNAMIC HEIGHT  -        738.315 (meters)     2422.29  (feet) COMP
 OS0448  MODELED GRAVITY -    980,271.8   (mgal)                       NAVD 88
 OS0448
 OS0448  VERT ORDER      -  FIRST     CLASS II
 OS0448
 OS0448.The horizontal coordinates were scaled from a map and have
 OS0448.an estimated accuracy of +/- 6 seconds.
 OS0448
 OS0448.The orthometric height was determined by differential leveling and
 OS0448.adjusted by the NATIONAL GEODETIC SURVEY
 OS0448.in June 1991.
 OS0448
 OS0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0448.GEOID18 height accuracy estimate available here.
 OS0448
 OS0448.Click photographs - Photos may exist for this station.
 OS0448
 OS0448.The dynamic height is computed by dividing the NAVD 88
 OS0448.geopotential number by the normal gravity value computed on the
 OS0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0448.degrees latitude (g = 980.6199 gals.).
 OS0448
 OS0448.The modeled gravity was interpolated from observed gravity values.
 OS0448
 OS0448;                    North         East    Units  Estimated Accuracy
 OS0448;SPC SD S     -   165,210.      502,910.      MT  (+/- 180 meters Scaled)
 OS0448
 OS0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP956543(NAD 83)
 OS0448
 OS0448                          SUPERSEDED SURVEY CONTROL
 OS0448
 OS0448  NGVD 29 (??/??/92)  738.098  (m)         2421.58   (f) ADJ UNCH    1 2
 OS0448
 OS0448.Superseded values are not recommended for survey control.
 OS0448
 OS0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0448.See file dsdata.pdf to determine how the superseded data were derived.
 OS0448
 OS0448_MARKER: DB = BENCH MARK DISK
 OS0448_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0448+WITH SETTING: INFORMATION.
 OS0448_STAMPING: Y 364 1962
 OS0448_MARK LOGO: CGS
 OS0448_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0448_ROD/PIPE-DEPTH: 2.4 meters
 OS0448
 OS0448  HISTORY     - Date     Condition        Report By
 OS0448  HISTORY     - 1962     MONUMENTED       CGS
 OS0448
 OS0448                          STATION DESCRIPTION
 OS0448
 OS0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0448'2 MI SW FROM KADOKA.
 OS0448'ABOUT 2.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0448'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 6,
 OS0448'T 3 S, R 22 E, 0.25 MILE NORTHEAST OF TWIN COTTONWOOD TREES ON
 OS0448'SOUTHEAST SIDE OF THE TRACKS, 97 FEET NORTH-NORTHWEST OF THE
 OS0448'CENTER LINE OF CURVE IN GRADED DIRT ROAD, 38 1/2 FEET SOUTHEAST
 OS0448'OF THE SOUTHEAST RAIL, 27 1/2 FEET SOUTHWEST OF THE 9TH TELEPHONE
 OS0448'POLE NORTHEAST OF MILE POST 564, IN LINE WITH ROW OF POLES 1.5
 OS0448'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 OS0448'THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OS0448'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A
 OS0448'6-INCH TILE WHICH PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0326 ***********************************************************************
 PU0326  DESIGNATION -  Y 365
 PU0326  PID         -  PU0326
 PU0326  STATE/COUNTY-  SD/PENNINGTON
 PU0326  COUNTRY     -  US
 PU0326  USGS QUAD   -  WASTA SE (2017)
 PU0326
 PU0326                         *CURRENT SURVEY CONTROL
 PU0326  ______________________________________________________________________
 PU0326* NAD 83(1986) POSITION- 44 03 11.     (N) 102 21 59.     (W)   SCALED
 PU0326* NAVD 88 ORTHO HEIGHT -   722.766 (meters)     2371.27  (feet) ADJUSTED
 PU0326  ______________________________________________________________________
 PU0326  GEOID HEIGHT    -        -18.672 (meters)                     GEOID18
 PU0326  DYNAMIC HEIGHT  -        722.559 (meters)     2370.60  (feet) COMP
 PU0326  MODELED GRAVITY -    980,308.6   (mgal)                       NAVD 88
 PU0326
 PU0326  VERT ORDER      -  SECOND    CLASS 0
 PU0326
 PU0326.The horizontal coordinates were scaled from a map and have
 PU0326.an estimated accuracy of +/- 6 seconds.
 PU0326
 PU0326.The orthometric height was determined by differential leveling and
 PU0326.adjusted by the NATIONAL GEODETIC SURVEY
 PU0326.in June 1991.
 PU0326
 PU0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0326.GEOID18 height accuracy estimate available here.
 PU0326
 PU0326.Click photographs - Photos may exist for this station.
 PU0326
 PU0326.The dynamic height is computed by dividing the NAVD 88
 PU0326.geopotential number by the normal gravity value computed on the
 PU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0326.degrees latitude (g = 980.6199 gals.).
 PU0326
 PU0326.The modeled gravity was interpolated from observed gravity values.
 PU0326
 PU0326;                    North         East    Units  Estimated Accuracy
 PU0326;SPC SD S     -   193,040.      437,110.      MT  (+/- 180 meters Scaled)
 PU0326
 PU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ109811(NAD 83)
 PU0326
 PU0326                          SUPERSEDED SURVEY CONTROL
 PU0326
 PU0326  NGVD 29 (??/??/92)  722.322  (m)         2369.82   (f) ADJ UNCH    2 0
 PU0326
 PU0326.Superseded values are not recommended for survey control.
 PU0326
 PU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0326.See file dsdata.pdf to determine how the superseded data were derived.
 PU0326
 PU0326_MARKER: DB = BENCH MARK DISK
 PU0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0326_STAMPING: Y 365 1962
 PU0326_MARK LOGO: CGS
 PU0326_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0326+STABILITY: SURFACE MOTION
 PU0326
 PU0326  HISTORY     - Date     Condition        Report By
 PU0326  HISTORY     - 1962     MONUMENTED       CGS
 PU0326
 PU0326                          STATION DESCRIPTION
 PU0326
 PU0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0326'5.4 MI SE FROM WASTA.
 PU0326'ABOUT 5.35 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PU0326'RAILWAY FROM THE STATION AT WASTA, IN SECTION 7, T 1 N, R 15 E,
 PU0326'8 TELEPHONE POLES SOUTHEAST OF MILEPOST 600, 90 FEET EAST OF
 PU0326'THE EAST CORNER OF THE STEEL GIRDER OF A STEEL BRIDGE, 63
 PU0326'FEET NORTHEAST OF THE NORTHWEST RAIL, 50 FEET SOUTHWEST OF A
 PU0326'12 INCH COTTONWOOD TREE, 13 FEET WEST OF THE CENTER LINE OF
 PU0326'A WIRE GATE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 PU0326'ABOUT 4 FEET BELOW THE RAILS AND SET IN THE TOP OF A CONCRETE
 PU0326'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0350 ***********************************************************************
 PU0350  DESIGNATION -  Y 366
 PU0350  PID         -  PU0350
 PU0350  STATE/COUNTY-  SD/PENNINGTON
 PU0350  COUNTRY     -  US
 PU0350  USGS QUAD   -  WASTA (2017)
 PU0350
 PU0350                         *CURRENT SURVEY CONTROL
 PU0350  ______________________________________________________________________
 PU0350* NAD 83(1986) POSITION- 44 01 51.     (N) 102 28 17.     (W)   SCALED
 PU0350* NAVD 88 ORTHO HEIGHT -   717.577 (meters)     2354.25  (feet) ADJUSTED
 PU0350  ______________________________________________________________________
 PU0350  GEOID HEIGHT    -        -18.401 (meters)                     GEOID18
 PU0350  DYNAMIC HEIGHT  -        717.380 (meters)     2353.60  (feet) COMP
 PU0350  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 PU0350
 PU0350  VERT ORDER      -  SECOND    CLASS 0
 PU0350
 PU0350.The horizontal coordinates were scaled from a map and have
 PU0350.an estimated accuracy of +/- 6 seconds.
 PU0350
 PU0350.The orthometric height was determined by differential leveling and
 PU0350.adjusted by the NATIONAL GEODETIC SURVEY
 PU0350.in June 1991.
 PU0350
 PU0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0350.GEOID18 height accuracy estimate available here.
 PU0350
 PU0350.Click photographs - Photos may exist for this station.
 PU0350
 PU0350.The dynamic height is computed by dividing the NAVD 88
 PU0350.geopotential number by the normal gravity value computed on the
 PU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0350.degrees latitude (g = 980.6199 gals.).
 PU0350
 PU0350.The modeled gravity was interpolated from observed gravity values.
 PU0350
 PU0350;                    North         East    Units  Estimated Accuracy
 PU0350;SPC SD S     -   190,790.      428,630.      MT  (+/- 180 meters Scaled)
 PU0350
 PU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ026784(NAD 83)
 PU0350
 PU0350                          SUPERSEDED SURVEY CONTROL
 PU0350
 PU0350  NGVD 29 (??/??/92)  717.145  (m)         2352.83   (f) ADJ UNCH    2 0
 PU0350
 PU0350.Superseded values are not recommended for survey control.
 PU0350
 PU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0350.See file dsdata.pdf to determine how the superseded data were derived.
 PU0350
 PU0350_MARKER: DB = BENCH MARK DISK
 PU0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0350_STAMPING: Y 366 1962
 PU0350_MARK LOGO: CGS
 PU0350_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0350+STABILITY: SURFACE MOTION
 PU0350
 PU0350  HISTORY     - Date     Condition        Report By
 PU0350  HISTORY     - 1962     MONUMENTED       CGS
 PU0350
 PU0350                          STATION DESCRIPTION
 PU0350
 PU0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0350'2.8 MI SW FROM WASTA.
 PU0350'ABOUT 2.85 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PU0350'RAILWAY FROM THE STATION AT WASTA, 98 FEET SOUTHWEST OF THE CENTER
 PU0350'OF A ROAD CROSSING, 4 TELEPHONE POLES NORTH OF MILEPOST, 3.0 FEET
 PU0350'EAST OF A FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 PU0350'5 1/2 FEET ABOVE THE RAILS, AND SET IN THE TOP OF A CONCRETE
 PU0350'POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0431 ***********************************************************************
 PU0431  DESIGNATION -  Y 367
 PU0431  PID         -  PU0431
 PU0431  STATE/COUNTY-  SD/PENNINGTON
 PU0431  COUNTRY     -  US
 PU0431  USGS QUAD   -  RAINY CREEK (2017)
 PU0431
 PU0431                         *CURRENT SURVEY CONTROL
 PU0431  ______________________________________________________________________
 PU0431* NAD 83(1986) POSITION- 44 12 15.     (N) 102 12 27.     (W)   SCALED
 PU0431* NAVD 88 ORTHO HEIGHT -   837.675 (meters)     2748.27  (feet) ADJUSTED
 PU0431  ______________________________________________________________________
 PU0431  GEOID HEIGHT    -        -19.238 (meters)                     GEOID18
 PU0431  DYNAMIC HEIGHT  -        837.431 (meters)     2747.47  (feet) COMP
 PU0431  MODELED GRAVITY -    980,298.7   (mgal)                       NAVD 88
 PU0431
 PU0431  VERT ORDER      -  SECOND    CLASS 0
 PU0431
 PU0431.The horizontal coordinates were scaled from a map and have
 PU0431.an estimated accuracy of +/- 6 seconds.
 PU0431
 PU0431.The orthometric height was determined by differential leveling and
 PU0431.adjusted by the NATIONAL GEODETIC SURVEY
 PU0431.in June 1991.
 PU0431
 PU0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0431.GEOID18 height accuracy estimate available here.
 PU0431
 PU0431.Click photographs - Photos may exist for this station.
 PU0431
 PU0431.The dynamic height is computed by dividing the NAVD 88
 PU0431.geopotential number by the normal gravity value computed on the
 PU0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0431.degrees latitude (g = 980.6199 gals.).
 PU0431
 PU0431.The modeled gravity was interpolated from observed gravity values.
 PU0431
 PU0431;                    North         East    Units  Estimated Accuracy
 PU0431;SPC SD S     -   209,530.      450,220.      MT  (+/- 180 meters Scaled)
 PU0431
 PU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ231983(NAD 83)
 PU0431
 PU0431                          SUPERSEDED SURVEY CONTROL
 PU0431
 PU0431  NGVD 29 (??/??/92)  837.211  (m)         2746.75   (f) ADJ UNCH    2 0
 PU0431
 PU0431.Superseded values are not recommended for survey control.
 PU0431
 PU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0431.See file dsdata.pdf to determine how the superseded data were derived.
 PU0431
 PU0431_MARKER: DB = BENCH MARK DISK
 PU0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0431_STAMPING: Y 367 1962
 PU0431_MARK LOGO: CGS
 PU0431_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0431+STABILITY: SURFACE MOTION
 PU0431
 PU0431  HISTORY     - Date     Condition        Report By
 PU0431  HISTORY     - 1962     MONUMENTED       CGS
 PU0431
 PU0431                          STATION DESCRIPTION
 PU0431
 PU0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0431'3.5 MI S FROM CREIGHTON.
 PU0431'ABOUT 3.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0431'AND SERVICE STATION AT CREIGHTON, 0.1 MILE SOUTHWEST OF AND
 PU0431'ACROSS THE ROAD FROM A SET OF FARM BUILDINGS, 52 FEET WEST OF
 PU0431'THE CENTER LINE OF THE ROAD, 147 1/2 FEET NORTHEAST OF A LARGE
 PU0431'FORKED ELM TREE, 27 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 PU0431'ROAD, 11 1/2 FEET SOUTH OF A CORNER FENCE POST, 7 1/2 FEET SOUTH
 PU0431'OF A TELEPHONE POLE, 2 1/2 FEET EAST OF A FENCE, 2.3 FEET NORTHWEST
 PU0431'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PU0431'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1778 ***********************************************************************
 PU1778  DESIGNATION -  Y 368
 PU1778  PID         -  PU1778
 PU1778  STATE/COUNTY-  SD/BUTTE
 PU1778  COUNTRY     -  US
 PU1778  USGS QUAD   -  MUD BUTTES (2017)
 PU1778
 PU1778                         *CURRENT SURVEY CONTROL
 PU1778  ______________________________________________________________________
 PU1778* NAD 83(1986) POSITION- 44 48 34.     (N) 103 50 52.     (W)   SCALED
 PU1778* NAVD 88 ORTHO HEIGHT -   930.556 (meters)     3053.00  (feet) ADJUSTED
 PU1778  ______________________________________________________________________
 PU1778  GEOID HEIGHT    -        -15.633 (meters)                     GEOID18
 PU1778  DYNAMIC HEIGHT  -        930.307 (meters)     3052.18  (feet) COMP
 PU1778  MODELED GRAVITY -    980,318.7   (mgal)                       NAVD 88
 PU1778
 PU1778  VERT ORDER      -  FIRST     CLASS II
 PU1778
 PU1778.The horizontal coordinates were scaled from a map and have
 PU1778.an estimated accuracy of +/- 6 seconds.
 PU1778
 PU1778.The orthometric height was determined by differential leveling and
 PU1778.adjusted by the NATIONAL GEODETIC SURVEY
 PU1778.in April 2000.
 PU1778
 PU1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1778.GEOID18 height accuracy estimate available here.
 PU1778
 PU1778.Click photographs - Photos may exist for this station.
 PU1778
 PU1778.The dynamic height is computed by dividing the NAVD 88
 PU1778.geopotential number by the normal gravity value computed on the
 PU1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1778.degrees latitude (g = 980.6199 gals.).
 PU1778
 PU1778.The modeled gravity was interpolated from observed gravity values.
 PU1778
 PU1778;                    North         East    Units  Estimated Accuracy
 PU1778;SPC SD N     -   115,700.      295,740.      MT  (+/- 180 meters Scaled)
 PU1778
 PU1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK911624(NAD 83)
 PU1778
 PU1778                          SUPERSEDED SURVEY CONTROL
 PU1778
 PU1778  NAVD 88 (06/15/91)  930.515  (m)         3052.86   (f) SUPERSEDED  1 2
 PU1778  NGVD 29 (??/??/92)  930.033  (m)         3051.28   (f) ADJ UNCH    1 2
 PU1778
 PU1778.Superseded values are not recommended for survey control.
 PU1778
 PU1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1778.See file dsdata.pdf to determine how the superseded data were derived.
 PU1778
 PU1778_MARKER: DB = BENCH MARK DISK
 PU1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1778_STAMPING: Y 368 1962
 PU1778_MARK LOGO: CGS
 PU1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1778+STABILITY: SURFACE MOTION
 PU1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1778+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1778
 PU1778  HISTORY     - Date     Condition        Report By
 PU1778  HISTORY     - 1962     MONUMENTED       CGS
 PU1778  HISTORY     - 1962     GOOD             CGS
 PU1778  HISTORY     - 19980920 GOOD             NGS
 PU1778
 PU1778                          STATION DESCRIPTION
 PU1778
 PU1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1778'9.8 MI N FROM BELLE FOURCHE.
 PU1778'ABOUT 9.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1778'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, IN SECTION 23,
 PU1778'T 10 N, R 2 E, 0.2 MILE WEST OF A RANCH HOUSE, 163 FEET WEST OF THE
 PU1778'CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER LINE OF A
 PU1778'PRIVATE TRAIL ROAD, 128 FEET WEST OF A FENCE, 11 1/2 FEET
 PU1778'NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 2 1/2 FEET SOUTHEAST
 PU1778'OF A GUY WIRE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 PU1778'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PU1778'CONCRETE POST PROJECTING 6-INCHES.
 PU1778
 PU1778                          STATION RECOVERY (1962)
 PU1778
 PU1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1778'RECOVERED IN GOOD CONDITION.
 PU1778
 PU1778                          STATION RECOVERY (1998)
 PU1778
 PU1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1778'14.0 KM (8.70 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1778'U.S. HIGHWAY 212 IN BELLE FOURCHE, THENCE 0.4 KM (0.25 MI) EASTERLY
 PU1778'ALONG A GRAVELED ROAD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A
 PU1778'GRAVELED ROAD, 49.3 M (161.7 FT) WEST OF THE ROAD CENTER, 11.5 M (37.7
 PU1778'FT) SOUTH OF THE CENTER OF A TRACK ROAD, 3.6 M (11.8 FT) WEST OF AN
 PU1778'UNDERGROUND CABLE JUNCTION BOX, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 PU1778'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 PU1778'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY TOM DAVIS, HCR
 PU1778'64, BOX 38, BELLE FOURCHE, SD 57717.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0203 ***********************************************************************
 OS0203  DESIGNATION -  Y 369
 OS0203  PID         -  OS0203
 OS0203  STATE/COUNTY-  SD/JONES
 OS0203  COUNTRY     -  US
 OS0203  USGS QUAD   -  OKATON NE (2017)
 OS0203
 OS0203                         *CURRENT SURVEY CONTROL
 OS0203  ______________________________________________________________________
 OS0203* NAD 83(1986) POSITION- 43 53 47.     (N) 100 49 33.     (W)   SCALED
 OS0203* NAVD 88 ORTHO HEIGHT -   715.611 (meters)     2347.80  (feet) ADJUSTED
 OS0203  ______________________________________________________________________
 OS0203  GEOID HEIGHT    -        -23.816 (meters)                     GEOID18
 OS0203  DYNAMIC HEIGHT  -        715.377 (meters)     2347.03  (feet) COMP
 OS0203  MODELED GRAVITY -    980,269.5   (mgal)                       NAVD 88
 OS0203
 OS0203  VERT ORDER      -  FIRST     CLASS II
 OS0203
 OS0203.The horizontal coordinates were scaled from a map and have
 OS0203.an estimated accuracy of +/- 6 seconds.
 OS0203
 OS0203.The orthometric height was determined by differential leveling and
 OS0203.adjusted by the NATIONAL GEODETIC SURVEY
 OS0203.in June 1991.
 OS0203
 OS0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0203.GEOID18 height accuracy estimate available here.
 OS0203
 OS0203.Click photographs - Photos may exist for this station.
 OS0203
 OS0203.The dynamic height is computed by dividing the NAVD 88
 OS0203.geopotential number by the normal gravity value computed on the
 OS0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0203.degrees latitude (g = 980.6199 gals.).
 OS0203
 OS0203.The modeled gravity was interpolated from observed gravity values.
 OS0203
 OS0203;                    North         East    Units  Estimated Accuracy
 OS0203;SPC SD S     -   173,760.      560,430.      MT  (+/- 180 meters Scaled)
 OS0203
 OS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP533619(NAD 83)
 OS0203
 OS0203                          SUPERSEDED SURVEY CONTROL
 OS0203
 OS0203  NGVD 29 (??/??/92)  715.148  (m)         2346.28   (f) ADJ UNCH    1 2
 OS0203
 OS0203.Superseded values are not recommended for survey control.
 OS0203
 OS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0203.See file dsdata.pdf to determine how the superseded data were derived.
 OS0203
 OS0203_MARKER: DB = BENCH MARK DISK
 OS0203_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0203_STAMPING: Y 369 1962
 OS0203_MARK LOGO: CGS
 OS0203_PROJECTION: PROJECTING 8 CENTIMETERS
 OS0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0203_ROD/PIPE-DEPTH: 4.3 meters
 OS0203
 OS0203  HISTORY     - Date     Condition        Report By
 OS0203  HISTORY     - 1962     MONUMENTED       CGS
 OS0203  HISTORY     - 1985     GOOD             NGS
 OS0203
 OS0203                          STATION DESCRIPTION
 OS0203
 OS0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0203'4.5 MI NE FROM OKATON.
 OS0203'ABOUT 4.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0203'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, OF 6.1
 OS0203'MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OS0203'RAILROAD FROM THE STATION AT MURDO, IN SECTION 6, T 2 S, R 28 E,
 OS0203'16 POLES WEST OF MILES POST 522, 46 FEET SOUTH OF THE SOUTH RAIL,
 OS0203'3 1/2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE,
 OS0203'1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 OS0203'LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OS0203'ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED IN A
 OS0203'6-INCH TILE WHICH PROJECTS 3 INCHES.
 OS0203
 OS0203                          STATION RECOVERY (1985)
 OS0203
 OS0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0203'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM
 OS0203'(0.14 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO,
 OS0203'THENCE 1.00 KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE
 OS0203'8.29 KM (5.15 MI) WEST ALONG A DIRT ROAD FOLLOWING A SECTION LINE,
 OS0203'THENCE 0.32 KM (0.20 MI) NORTH ALONG A TRACK ROAD FOLLOWING A SECTION
 OS0203'LINE FENCE, AT THE OLD ABANDON RAILROAD GRADE, 57.9 METERS (190 FT)
 OS0203'WEST OF THE CENTER OF THE ROAD, 60.0 METERS (197 FT) SOUTHWEST OF THE
 OS0203'SOUTH END OF A 36-INCH CONCRETE PIPE CULVERT UNDER THE RAILROAD,
 OS0203'14.0 METERS (46 FT) SOUTH OF THE SOUTH RAIL OF THE OLD ABANDON
 OS0203'RAILROAD TRACKS, 0.3 METER (1 FT) NORTH OF A FENCE.
 OS0203'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 OS0203'THE MARK IS 0.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0148 ***********************************************************************
 OS0148  DESIGNATION -  Y 37
 OS0148  PID         -  OS0148
 OS0148  STATE/COUNTY-  SD/MELLETTE
 OS0148  COUNTRY     -  US
 OS0148  USGS QUAD   -  MISSION NW (2017)
 OS0148
 OS0148                         *CURRENT SURVEY CONTROL
 OS0148  ______________________________________________________________________
 OS0148* NAD 83(1986) POSITION- 43 28 51.     (N) 100 44 11.     (W)   SCALED
 OS0148* NAVD 88 ORTHO HEIGHT -   672.319 (meters)     2205.77  (feet) ADJUSTED
 OS0148  ______________________________________________________________________
 OS0148  GEOID HEIGHT    -        -23.704 (meters)                     GEOID18
 OS0148  DYNAMIC HEIGHT  -        672.072 (meters)     2204.96  (feet) COMP
 OS0148  MODELED GRAVITY -    980,230.6   (mgal)                       NAVD 88
 OS0148
 OS0148  VERT ORDER      -  FIRST     CLASS II
 OS0148
 OS0148.The horizontal coordinates were scaled from a map and have
 OS0148.an estimated accuracy of +/- 6 seconds.
 OS0148
 OS0148.The orthometric height was determined by differential leveling and
 OS0148.adjusted by the NATIONAL GEODETIC SURVEY
 OS0148.in June 1994.
 OS0148
 OS0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0148.GEOID18 height accuracy estimate available here.
 OS0148
 OS0148.Click photographs - Photos may exist for this station.
 OS0148
 OS0148.The dynamic height is computed by dividing the NAVD 88
 OS0148.geopotential number by the normal gravity value computed on the
 OS0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0148.degrees latitude (g = 980.6199 gals.).
 OS0148
 OS0148.The modeled gravity was interpolated from observed gravity values.
 OS0148
 OS0148;                    North         East    Units  Estimated Accuracy
 OS0148;SPC SD S     -   127,560.      567,400.      MT  (+/- 180 meters Scaled)
 OS0148
 OS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP595156(NAD 83)
 OS0148
 OS0148                          SUPERSEDED SURVEY CONTROL
 OS0148
 OS0148  NAVD 88 (06/15/91)  672.330  (m)         2205.80   (f) SUPERSEDED  1 2
 OS0148  NGVD 29 (??/??/92)  671.933  (m)         2204.50   (f) ADJ UNCH    1 2
 OS0148
 OS0148.Superseded values are not recommended for survey control.
 OS0148
 OS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0148.See file dsdata.pdf to determine how the superseded data were derived.
 OS0148
 OS0148_MARKER: DB = BENCH MARK DISK
 OS0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0148_STAMPING: Y 37 1933
 OS0148_MARK LOGO: CGS
 OS0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0148+STABILITY: SURFACE MOTION
 OS0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0148+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0148
 OS0148  HISTORY     - Date     Condition        Report By
 OS0148  HISTORY     - 1933     MONUMENTED       CGS
 OS0148  HISTORY     - 19920722 GOOD             NGS
 OS0148
 OS0148                          STATION DESCRIPTION
 OS0148
 OS0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0148'6.5 MI S FROM WHITE RIVER.
 OS0148'ABOUT 6-1/2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM WHITE RIVER,
 OS0148'MELLETTE COUNTY, AT THE TOP OF A HILL, AT A CURVE LEAVING LITTLE
 OS0148'WHITE RIVER VALLEY, ABOUT 17 YARDS EAST OF THE CENTER LINE OF THE
 OS0148'HIGHWAY, AND ACROSS THE HIGHWAY FROM THE SOUTH END OF A CUT.
 OS0148'A STANDARD DISK, STAMPED Y 37 1933 AND SET IN THE TOP OF A CONCRETE
 OS0148'POST.
 OS0148
 OS0148                          STATION RECOVERY (1992)
 OS0148
 OS0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0148'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0148'IN WHITE RIVER, THENCE 10.1 KM (6.25 MI) SOUTHERLY ALONG U.S.
 OS0148'HIGHWAY 83, THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OS0148'14.0 M (45.9 FT) EAST OF THE CENTER OF A ROAD BED (ABANDONED) AT A
 OS0148'ROAD CUT, 11.0 M (36.1 FT) NORTH OF THE CENTER OF THE ROAD, 1.3 M
 OS0148'(4.3 FT) ABOVE THE LEVEL OF THE ROAD BED, 0.3 M (1.0 FT) WEST OF A
 OS0148'WITNESS POST, AND THE MONUMENT PROJECTS 0.08 M (0.26 FT) ABOVE THE
 OS0148'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0281 ***********************************************************************
 OS0281  DESIGNATION -  Y 370
 OS0281  PID         -  OS0281
 OS0281  STATE/COUNTY-  SD/JACKSON
 OS0281  COUNTRY     -  US
 OS0281  USGS QUAD   -  BELVIDERE (2017)
 OS0281
 OS0281                         *CURRENT SURVEY CONTROL
 OS0281  ______________________________________________________________________
 OS0281* NAD 83(1986) POSITION- 43 50 06.     (N) 101 20 36.     (W)   SCALED
 OS0281* NAVD 88 ORTHO HEIGHT -   737.766 (meters)     2420.49  (feet) ADJUSTED
 OS0281  ______________________________________________________________________
 OS0281  GEOID HEIGHT    -        -22.247 (meters)                     GEOID18
 OS0281  DYNAMIC HEIGHT  -        737.526 (meters)     2419.70  (feet) COMP
 OS0281  MODELED GRAVITY -    980,269.4   (mgal)                       NAVD 88
 OS0281
 OS0281  VERT ORDER      -  FIRST     CLASS II
 OS0281
 OS0281.The horizontal coordinates were scaled from a map and have
 OS0281.an estimated accuracy of +/- 6 seconds.
 OS0281
 OS0281.The orthometric height was determined by differential leveling and
 OS0281.adjusted by the NATIONAL GEODETIC SURVEY
 OS0281.in June 1991.
 OS0281
 OS0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0281.GEOID18 height accuracy estimate available here.
 OS0281
 OS0281.Click photographs - Photos may exist for this station.
 OS0281
 OS0281.The dynamic height is computed by dividing the NAVD 88
 OS0281.geopotential number by the normal gravity value computed on the
 OS0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0281.degrees latitude (g = 980.6199 gals.).
 OS0281
 OS0281.The modeled gravity was interpolated from observed gravity values.
 OS0281
 OS0281;                    North         East    Units  Estimated Accuracy
 OS0281;SPC SD S     -   167,320.      518,780.      MT  (+/- 180 meters Scaled)
 OS0281
 OS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP116562(NAD 83)
 OS0281
 OS0281                          SUPERSEDED SURVEY CONTROL
 OS0281
 OS0281  NGVD 29 (??/??/92)  737.291  (m)         2418.93   (f) ADJ UNCH    1 2
 OS0281
 OS0281.Superseded values are not recommended for survey control.
 OS0281
 OS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0281.See file dsdata.pdf to determine how the superseded data were derived.
 OS0281
 OS0281_MARKER: DB = BENCH MARK DISK
 OS0281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0281_STAMPING: Y 370 1962
 OS0281_MARK LOGO: CGS
 OS0281_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0281_ROD/PIPE-DEPTH: 3.6 meters
 OS0281
 OS0281  HISTORY     - Date     Condition        Report By
 OS0281  HISTORY     - 1962     MONUMENTED       CGS
 OS0281  HISTORY     - 1985     GOOD             NGS
 OS0281
 OS0281                          STATION DESCRIPTION
 OS0281
 OS0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0281'3.8 MI W FROM BELVIDERE.
 OS0281'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0281'PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION 26, T
 OS0281'2 S, R 23 E, 18 POLES WEST OF MILE POST 552 AND AT A PRIVATE
 OS0281'ROAD CROSSING, 55 FEET SOUTH OF THE SOUTH RAIL, 72 FEET SOUTHEAST
 OS0281'OF CENTER OF CROSSING, 29 FEET EAST OF THE CENTER LINE OF THE
 OS0281'ROAD, 17 FEET SOUTHEAST OF A TELEPHONE POLE, 6 FEET SOUTH OF A
 OS0281'FENCE CORNER, 1 1/2 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A
 OS0281'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE RAILS,
 OS0281'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 OS0281'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 OS0281'PROJECTS 4 INCHES.
 OS0281
 OS0281                          STATION RECOVERY (1985)
 OS0281
 OS0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0281'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 OS0281'MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT BELVIDERE,
 OS0281'THENCE 5.85 KM (3.65 MI) WEST ALONG OLD US HIGHWAY 16, THENCE 0.45 KM
 OS0281'(0.3 MI) SOUTH ALONG A TRACK ROAD, IN THE SOUTHEAST CORNER OF THE
 OS0281'JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 OS0281'8.8 METERS (29 FT) EAST OF THE CENTER OF THE ROAD, 16.7 METERS (55 FT)
 OS0281'SOUTHWEST OF THE SOUTHWEST RAIL, 1.8 METERS (6 FT) SOUTH OF A FENCE
 OS0281'CORNER AND 0.5 METER (1.5 FT) WEST OF A BARB WIRE FENCE.
 OS0281'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 OS0281'THE MARK IS 1.2 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0373 ***********************************************************************
 OS0373  DESIGNATION -  Y 371
 OS0373  PID         -  OS0373
 OS0373  STATE/COUNTY-  SD/JACKSON
 OS0373  COUNTRY     -  US
 OS0373  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0373
 OS0373                         *CURRENT SURVEY CONTROL
 OS0373  ______________________________________________________________________
 OS0373* NAD 83(1986) POSITION- 43 56 13.     (N) 101 39 34.     (W)   SCALED
 OS0373* NAVD 88 ORTHO HEIGHT -   758.458 (meters)     2488.37  (feet) ADJUSTED
 OS0373  ______________________________________________________________________
 OS0373  GEOID HEIGHT    -        -21.091 (meters)                     GEOID18
 OS0373  DYNAMIC HEIGHT  -        758.222 (meters)     2487.60  (feet) COMP
 OS0373  MODELED GRAVITY -    980,282.7   (mgal)                       NAVD 88
 OS0373
 OS0373  VERT ORDER      -  FIRST     CLASS II
 OS0373
 OS0373.The horizontal coordinates were scaled from a map and have
 OS0373.an estimated accuracy of +/- 6 seconds.
 OS0373
 OS0373.The orthometric height was determined by differential leveling and
 OS0373.adjusted by the NATIONAL GEODETIC SURVEY
 OS0373.in June 1991.
 OS0373
 OS0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0373.GEOID18 height accuracy estimate available here.
 OS0373
 OS0373.Click photographs - Photos may exist for this station.
 OS0373
 OS0373.The dynamic height is computed by dividing the NAVD 88
 OS0373.geopotential number by the normal gravity value computed on the
 OS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0373.degrees latitude (g = 980.6199 gals.).
 OS0373
 OS0373.The modeled gravity was interpolated from observed gravity values.
 OS0373
 OS0373;                    North         East    Units  Estimated Accuracy
 OS0373;SPC SD S     -   179,000.      493,540.      MT  (+/- 180 meters Scaled)
 OS0373
 OS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP865683(NAD 83)
 OS0373
 OS0373                          SUPERSEDED SURVEY CONTROL
 OS0373
 OS0373  NGVD 29 (??/??/92)  758.000  (m)         2486.87   (f) ADJ UNCH    1 2
 OS0373
 OS0373.Superseded values are not recommended for survey control.
 OS0373
 OS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0373.See file dsdata.pdf to determine how the superseded data were derived.
 OS0373
 OS0373_MARKER: DB = BENCH MARK DISK
 OS0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0373_STAMPING: Y 371 1962
 OS0373_MARK LOGO: CGS
 OS0373_PROJECTION: PROJECTING 122 CENTIMETERS
 OS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0373+STABILITY: SURFACE MOTION
 OS0373
 OS0373  HISTORY     - Date     Condition        Report By
 OS0373  HISTORY     - 1962     MONUMENTED       CGS
 OS0373
 OS0373                          STATION DESCRIPTION
 OS0373
 OS0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0373'7.4 MI S FROM PHILIP.
 OS0373'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0373'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 351 FEET EAST OF
 OS0373'THE CENTERLINE OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTERLINE
 OS0373'OF AN EAST-WEST GRAVEL ROAD, 19 FEET SOUTH OF A POWER LINE POLE,
 OS0373'3 1/2 FEET SOUTH OF A FENCE, 0.3 FEET NORTH OF A CONCRETE POST,
 OS0373'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 OS0373'THE NORTH SIDE OF THE BASE OF AN 18-INCH CONCRETE POST PROJECTING
 OS0373'4 FEET.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0293 ***********************************************************************
 OS0293  DESIGNATION -  Y 372
 OS0293  PID         -  OS0293
 OS0293  STATE/COUNTY-  SD/JACKSON
 OS0293  COUNTRY     -  US
 OS0293  USGS QUAD   -  BELVIDERE SW (2017)
 OS0293
 OS0293                         *CURRENT SURVEY CONTROL
 OS0293  ______________________________________________________________________
 OS0293* NAD 83(1986) POSITION- 43 51 04.     (N) 101 23 56.     (W)   SCALED
 OS0293* NAVD 88 ORTHO HEIGHT -   730.764 (meters)     2397.51  (feet) ADJUSTED
 OS0293  ______________________________________________________________________
 OS0293  GEOID HEIGHT    -        -22.049 (meters)                     GEOID18
 OS0293  DYNAMIC HEIGHT  -        730.526 (meters)     2396.73  (feet) COMP
 OS0293  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 OS0293
 OS0293  VERT ORDER      -  FIRST     CLASS II
 OS0293
 OS0293.The horizontal coordinates were scaled from a map and have
 OS0293.an estimated accuracy of +/- 6 seconds.
 OS0293
 OS0293.The orthometric height was determined by differential leveling and
 OS0293.adjusted by the NATIONAL GEODETIC SURVEY
 OS0293.in September 1993.
 OS0293
 OS0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0293.GEOID18 height accuracy estimate available here.
 OS0293
 OS0293.Click photographs - Photos may exist for this station.
 OS0293
 OS0293.The dynamic height is computed by dividing the NAVD 88
 OS0293.geopotential number by the normal gravity value computed on the
 OS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0293.degrees latitude (g = 980.6199 gals.).
 OS0293
 OS0293.The modeled gravity was interpolated from observed gravity values.
 OS0293
 OS0293;                    North         East    Units  Estimated Accuracy
 OS0293;SPC SD S     -   169,160.      514,330.      MT  (+/- 180 meters Scaled)
 OS0293
 OS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP071581(NAD 83)
 OS0293
 OS0293                          SUPERSEDED SURVEY CONTROL
 OS0293
 OS0293  NAVD 88 (06/15/91)  730.770  (m)         2397.53   (f) SUPERSEDED  1 2
 OS0293  NGVD 29 (??/??/92)  730.317  (m)         2396.05   (f) ADJ UNCH    1 2
 OS0293
 OS0293.Superseded values are not recommended for survey control.
 OS0293
 OS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0293.See file dsdata.pdf to determine how the superseded data were derived.
 OS0293
 OS0293_MARKER: DB = BENCH MARK DISK
 OS0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0293_STAMPING: Y 372 1962
 OS0293_MARK LOGO: CGS
 OS0293_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0293+STABILITY: SURFACE MOTION
 OS0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0293+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0293
 OS0293  HISTORY     - Date     Condition        Report By
 OS0293  HISTORY     - 1962     MONUMENTED       CGS
 OS0293  HISTORY     - 1985     GOOD             NGS
 OS0293  HISTORY     - 19910629 GOOD             NGS
 OS0293  HISTORY     - 20130116 GOOD             INDIV
 OS0293
 OS0293                          STATION DESCRIPTION
 OS0293
 OS0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0293'6.1 MI NE FROM KADOKA.
 OS0293'ABOUT 6.1 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OS0293'PAUL AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, OF 6.9
 OS0293'MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OS0293'RAILROAD FROM THE STATION AT BELVIDERE, IN SECTION 29, T 2 S, R
 OS0293'23 E, 11 POLES EAST OF MILE POST 556, 45 FEET NORTH OF THE NORTH
 OS0293'RAIL, 91 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 16, 5 FEET
 OS0293'EAST OF A POWER POLE, 2.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 OS0293'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OS0293'PROJECTING 5 INCHES.
 OS0293
 OS0293                          STATION RECOVERY (1985)
 OS0293
 OS0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0293'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OS0293'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.55 KM (0.35
 OS0293'MI) SOUTH ALONG STATE HIGHWAY 73 SOUTH FROM THE JUNCTION OF I-90 AT
 OS0293'KADOKA, THENCE 10.3 KM (6.45 MI) EAST ALONG OLD US HIGHWAY 16, ON THE
 OS0293'INSIDE OF A LONG CURVE, 21.8 METERS (71.5 FT) SOUTH OF THE HIGHWAY
 OS0293'CENTERLINE AND 13.7 METERS (45 FT) NORTH OF THE NORTH RAIL OF THE
 OS0293'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.
 OS0293'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 OS0293
 OS0293                          STATION RECOVERY (1991)
 OS0293
 OS0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0293'10.4 KM (6.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0293'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 1.0 KM (0.60
 OS0293'MI) EAST OF MILEPOST 156, 57.6 M (189.0 FT) SOUTH OF THE CENTERLINE
 OS0293'OF THE EASTBOUND LANES OF THE HIGHWAY, 13.7 M (44.9 FT) NORTH OF THE
 OS0293'NEAR RAIL OF THE DAKOTA SOUTHERN RAILROAD, 1.4 M (4.6 FT) BELOW THE
 OS0293'LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) WEST OF A WITNESS POST.
 OS0293
 OS0293                          STATION RECOVERY (2013)
 OS0293
 OS0293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0385 ***********************************************************************
 OS0385  DESIGNATION -  Y 373
 OS0385  PID         -  OS0385
 OS0385  STATE/COUNTY-  SD/JACKSON
 OS0385  COUNTRY     -  US
 OS0385  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0385
 OS0385                         *CURRENT SURVEY CONTROL
 OS0385  ______________________________________________________________________
 OS0385* NAD 83(1986) POSITION- 43 52 44.     (N) 101 39 41.     (W)   SCALED
 OS0385* NAVD 88 ORTHO HEIGHT -   739.918 (meters)     2427.55  (feet) ADJUSTED
 OS0385  ______________________________________________________________________
 OS0385  GEOID HEIGHT    -        -21.053 (meters)                     GEOID18
 OS0385  DYNAMIC HEIGHT  -        739.685 (meters)     2426.78  (feet) COMP
 OS0385  MODELED GRAVITY -    980,279.9   (mgal)                       NAVD 88
 OS0385
 OS0385  VERT ORDER      -  FIRST     CLASS II
 OS0385
 OS0385.The horizontal coordinates were scaled from a map and have
 OS0385.an estimated accuracy of +/- 6 seconds.
 OS0385
 OS0385.The orthometric height was determined by differential leveling and
 OS0385.adjusted by the NATIONAL GEODETIC SURVEY
 OS0385.in June 1991.
 OS0385
 OS0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0385.GEOID18 height accuracy estimate available here.
 OS0385
 OS0385.Click photographs - Photos may exist for this station.
 OS0385
 OS0385.The dynamic height is computed by dividing the NAVD 88
 OS0385.geopotential number by the normal gravity value computed on the
 OS0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0385.degrees latitude (g = 980.6199 gals.).
 OS0385
 OS0385.The modeled gravity was interpolated from observed gravity values.
 OS0385
 OS0385;                    North         East    Units  Estimated Accuracy
 OS0385;SPC SD S     -   172,550.      493,280.      MT  (+/- 180 meters Scaled)
 OS0385
 OS0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP861618(NAD 83)
 OS0385
 OS0385                          SUPERSEDED SURVEY CONTROL
 OS0385
 OS0385  NGVD 29 (??/??/92)  739.460  (m)         2426.05   (f) ADJ UNCH    1 2
 OS0385
 OS0385.Superseded values are not recommended for survey control.
 OS0385
 OS0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0385.See file dsdata.pdf to determine how the superseded data were derived.
 OS0385
 OS0385_MARKER: DB = BENCH MARK DISK
 OS0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0385_STAMPING: Y 373 1962
 OS0385_MARK LOGO: CGS
 OS0385_PROJECTION: FLUSH
 OS0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0385+STABILITY: SURFACE MOTION
 OS0385
 OS0385  HISTORY     - Date     Condition        Report By
 OS0385  HISTORY     - 1962     MONUMENTED       CGS
 OS0385
 OS0385                          STATION DESCRIPTION
 OS0385
 OS0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0385'11.4 MI S FROM PHILIP.
 OS0385'ABOUT 11.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0385'AND NORTH WESTERN RAILROAD STATION AT PHILIP, ABOUT 0.1 MILE
 OS0385'SOUTHEAST OF A FARM HOUSE, 160 FEET WEST OF THE CENTERLINE OF
 OS0385'THE HIGHWAY, 31 FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD,
 OS0385'2.3 FEET EAST OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET
 OS0385'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 OS0385'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 OS0385'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0370 ***********************************************************************
 PU0370  DESIGNATION -  Y 374
 PU0370  PID         -  PU0370
 PU0370  STATE/COUNTY-  SD/PENNINGTON
 PU0370  COUNTRY     -  US
 PU0370  USGS QUAD   -  PEDRO SE (2017)
 PU0370
 PU0370                         *CURRENT SURVEY CONTROL
 PU0370  ______________________________________________________________________
 PU0370* NAD 83(1986) POSITION- 44 20 12.     (N) 102 03 23.     (W)   SCALED
 PU0370* NAVD 88 ORTHO HEIGHT -   774.533 (meters)     2541.11  (feet) ADJUSTED
 PU0370  ______________________________________________________________________
 PU0370  GEOID HEIGHT    -        -19.784 (meters)                     GEOID18
 PU0370  DYNAMIC HEIGHT  -        774.324 (meters)     2540.43  (feet) COMP
 PU0370  MODELED GRAVITY -    980,322.9   (mgal)                       NAVD 88
 PU0370
 PU0370  VERT ORDER      -  SECOND    CLASS 0
 PU0370
 PU0370.The horizontal coordinates were scaled from a map and have
 PU0370.an estimated accuracy of +/- 6 seconds.
 PU0370
 PU0370.The orthometric height was determined by differential leveling and
 PU0370.adjusted by the NATIONAL GEODETIC SURVEY
 PU0370.in June 1991.
 PU0370
 PU0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0370.GEOID18 height accuracy estimate available here.
 PU0370
 PU0370.Click photographs - Photos may exist for this station.
 PU0370
 PU0370.The dynamic height is computed by dividing the NAVD 88
 PU0370.geopotential number by the normal gravity value computed on the
 PU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0370.degrees latitude (g = 980.6199 gals.).
 PU0370
 PU0370.The modeled gravity was interpolated from observed gravity values.
 PU0370
 PU0370;                    North         East    Units  Estimated Accuracy
 PU0370;SPC SD S     -   223,990.      462,600.      MT  (+/- 180 meters Scaled)
 PU0370
 PU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK346134(NAD 83)
 PU0370
 PU0370                          SUPERSEDED SURVEY CONTROL
 PU0370
 PU0370  NGVD 29 (??/??/92)  774.073  (m)         2539.60   (f) ADJ UNCH    2 0
 PU0370
 PU0370.Superseded values are not recommended for survey control.
 PU0370
 PU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0370.See file dsdata.pdf to determine how the superseded data were derived.
 PU0370
 PU0370_MARKER: DB = BENCH MARK DISK
 PU0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0370_STAMPING: Y 374 1962
 PU0370_MARK LOGO: CGS
 PU0370_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0370+STABILITY: SURFACE MOTION
 PU0370
 PU0370  HISTORY     - Date     Condition        Report By
 PU0370  HISTORY     - 1962     MONUMENTED       CGS
 PU0370
 PU0370                          STATION DESCRIPTION
 PU0370
 PU0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0370'13.2 MI NW FROM HILLAND.
 PU0370'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0370'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0370'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0370'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0370'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0370'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 0.3 MILE SOUTH OF
 PU0370'A RANCH HOUSE, IN SECTION 3, T 4 N, R 17 E, 47 FEET NORTHEAST
 PU0370'OF THE CENTER LINE OF THE ROAD, 17 FEET NORTHEAST OF A TELEPHONE
 PU0370'POLE BRACED BY A GUY WIRE, 1.4 FEET NORTHWEST OF A METAL WITNESS
 PU0370'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 PU0370'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0821 ***********************************************************************
 PT0821  DESIGNATION -  Y 375
 PT0821  PID         -  PT0821
 PT0821  STATE/COUNTY-  SD/HAAKON
 PT0821  COUNTRY     -  US
 PT0821  USGS QUAD   -  HILLAND (2017)
 PT0821
 PT0821                         *CURRENT SURVEY CONTROL
 PT0821  ______________________________________________________________________
 PT0821* NAD 83(1986) POSITION- 44 15 42.     (N) 101 50 52.     (W)   SCALED
 PT0821* NAVD 88 ORTHO HEIGHT -   808.275 (meters)     2651.82  (feet) ADJUSTED
 PT0821  ______________________________________________________________________
 PT0821  GEOID HEIGHT    -        -20.379 (meters)                     GEOID18
 PT0821  DYNAMIC HEIGHT  -        808.048 (meters)     2651.07  (feet) COMP
 PT0821  MODELED GRAVITY -    980,309.6   (mgal)                       NAVD 88
 PT0821
 PT0821  VERT ORDER      -  SECOND    CLASS 0
 PT0821
 PT0821.The horizontal coordinates were scaled from a map and have
 PT0821.an estimated accuracy of +/- 6 seconds.
 PT0821
 PT0821.The orthometric height was determined by differential leveling and
 PT0821.adjusted by the NATIONAL GEODETIC SURVEY
 PT0821.in June 1991.
 PT0821
 PT0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0821.GEOID18 height accuracy estimate available here.
 PT0821
 PT0821.Click photographs - Photos may exist for this station.
 PT0821
 PT0821.The dynamic height is computed by dividing the NAVD 88
 PT0821.geopotential number by the normal gravity value computed on the
 PT0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0821.degrees latitude (g = 980.6199 gals.).
 PT0821
 PT0821.The modeled gravity was interpolated from observed gravity values.
 PT0821
 PT0821;                    North         East    Units  Estimated Accuracy
 PT0821;SPC SD S     -   215,330.      479,080.      MT  (+/- 180 meters Scaled)
 PT0821
 PT0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ726048(NAD 83)
 PT0821
 PT0821                          SUPERSEDED SURVEY CONTROL
 PT0821
 PT0821  NGVD 29 (??/??/92)  807.812  (m)         2650.30   (f) ADJ UNCH    2 0
 PT0821
 PT0821.Superseded values are not recommended for survey control.
 PT0821
 PT0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0821.See file dsdata.pdf to determine how the superseded data were derived.
 PT0821
 PT0821_MARKER: DB = BENCH MARK DISK
 PT0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0821_STAMPING: Y 375 1962
 PT0821_MARK LOGO: CGS
 PT0821_PROJECTION: FLUSH
 PT0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0821+STABILITY: SURFACE MOTION
 PT0821
 PT0821  HISTORY     - Date     Condition        Report By
 PT0821  HISTORY     - 1962     MONUMENTED       CGS
 PT0821
 PT0821                          STATION DESCRIPTION
 PT0821
 PT0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0821'2 MI S FROM HILLAND.
 PT0821'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0821'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0821'ROAD, AT THE CREST OF A HILL, IN SECTION 32, T 4 N, R 19 E,
 PT0821'33 FEET WEST OF THE CENTER LINE OF THE ROAD, 74 FEET NORTHEAST
 PT0821'OF A POWER POLE, 2 1/2 FEET EAST OF A FENCE, 0.8 FOOT EAST OF
 PT0821'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PT0821'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1698 ***********************************************************************
 PU1698  DESIGNATION -  Y 376
 PU1698  PID         -  PU1698
 PU1698  STATE/COUNTY-  SD/LAWRENCE
 PU1698  COUNTRY     -  US
 PU1698  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1698
 PU1698                         *CURRENT SURVEY CONTROL
 PU1698  ______________________________________________________________________
 PU1698* NAD 83(1986) POSITION- 44 28 27.     (N) 103 44 20.     (W)   SCALED
 PU1698* NAVD 88 ORTHO HEIGHT -  1155.399 (meters)     3790.67  (feet) ADJUSTED
 PU1698  ______________________________________________________________________
 PU1698  GEOID HEIGHT    -        -14.677 (meters)                     GEOID18
 PU1698  DYNAMIC HEIGHT  -       1155.017 (meters)     3789.42  (feet) COMP
 PU1698  MODELED GRAVITY -    980,246.4   (mgal)                       NAVD 88
 PU1698
 PU1698  VERT ORDER      -  SECOND    CLASS 0
 PU1698
 PU1698.The horizontal coordinates were scaled from a map and have
 PU1698.an estimated accuracy of +/- 6 seconds.
 PU1698
 PU1698.The orthometric height was determined by differential leveling and
 PU1698.adjusted by the NATIONAL GEODETIC SURVEY
 PU1698.in June 1991.
 PU1698
 PU1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1698.GEOID18 height accuracy estimate available here.
 PU1698
 PU1698.Click photographs - Photos may exist for this station.
 PU1698
 PU1698.The dynamic height is computed by dividing the NAVD 88
 PU1698.geopotential number by the normal gravity value computed on the
 PU1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1698.degrees latitude (g = 980.6199 gals.).
 PU1698
 PU1698.The modeled gravity was interpolated from observed gravity values.
 PU1698
 PU1698;                    North         East    Units  Estimated Accuracy
 PU1698;SPC SD N     -    78,080.      302,630.      MT  (+/- 180 meters Scaled)
 PU1698
 PU1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK002253(NAD 83)
 PU1698
 PU1698                          SUPERSEDED SURVEY CONTROL
 PU1698
 PU1698  NGVD 29 (??/??/92) 1154.864  (m)         3788.92   (f) ADJ UNCH    2 0
 PU1698
 PU1698.Superseded values are not recommended for survey control.
 PU1698
 PU1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1698.See file dsdata.pdf to determine how the superseded data were derived.
 PU1698
 PU1698_MARKER: DB = BENCH MARK DISK
 PU1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1698_SP_SET: CULVERT WINGWALL
 PU1698_STAMPING: Y 376 1962
 PU1698_MARK LOGO: CGS
 PU1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1698+STABILITY: SURFACE MOTION
 PU1698
 PU1698  HISTORY     - Date     Condition        Report By
 PU1698  HISTORY     - 1962     MONUMENTED       CGS
 PU1698  HISTORY     - 1971     GOOD             NGS
 PU1698
 PU1698                          STATION DESCRIPTION
 PU1698
 PU1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1698'6.6 MI E FROM SPEARFISH.
 PU1698'6.55 MILE EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 PU1698'SPEARFISH, AT A DOUBLE CONCRETE CULVERT UNDER THE HIGHWAY,
 PU1698'SET IN TOP OF THE WEST CONCRETE WINGWALL, 18.5 FEET SOUTH OF
 PU1698'THE CENTERLINE OF THE HIGHWAY, 2.3 FEET SOUTHWEST OF THE WEST
 PU1698'GUARD RAIL, ABOUT 1.5 FEET LOWER THAN THE HIGHWAY, SET HORIZONTALLY.
 PU1698
 PU1698                          STATION RECOVERY (1971)
 PU1698
 PU1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PU1698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0197 ***********************************************************************
 OS0197  DESIGNATION -  Y 377
 OS0197  PID         -  OS0197
 OS0197  STATE/COUNTY-  SD/JONES
 OS0197  COUNTRY     -  US
 OS0197  USGS QUAD   -  MURDO (2017)
 OS0197
 OS0197                         *CURRENT SURVEY CONTROL
 OS0197  ______________________________________________________________________
 OS0197* NAD 83(1986) POSITION- 43 53 44.     (N) 100 43 33.     (W)   SCALED
 OS0197* NAVD 88 ORTHO HEIGHT -   706.883 (meters)     2319.17  (feet) ADJUSTED
 OS0197  ______________________________________________________________________
 OS0197  GEOID HEIGHT    -        -24.022 (meters)                     GEOID18
 OS0197  DYNAMIC HEIGHT  -        706.655 (meters)     2318.42  (feet) COMP
 OS0197  MODELED GRAVITY -    980,272.7   (mgal)                       NAVD 88
 OS0197
 OS0197  VERT ORDER      -  FIRST     CLASS II
 OS0197
 OS0197.The horizontal coordinates were scaled from a map and have
 OS0197.an estimated accuracy of +/- 6 seconds.
 OS0197
 OS0197.The orthometric height was determined by differential leveling and
 OS0197.adjusted by the NATIONAL GEODETIC SURVEY
 OS0197.in June 1991.
 OS0197
 OS0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0197.GEOID18 height accuracy estimate available here.
 OS0197
 OS0197.Click photographs - Photos may exist for this station.
 OS0197
 OS0197.The dynamic height is computed by dividing the NAVD 88
 OS0197.geopotential number by the normal gravity value computed on the
 OS0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0197.degrees latitude (g = 980.6199 gals.).
 OS0197
 OS0197.The modeled gravity was interpolated from observed gravity values.
 OS0197
 OS0197;                    North         East    Units  Estimated Accuracy
 OS0197;SPC SD S     -   173,630.      568,470.      MT  (+/- 180 meters Scaled)
 OS0197
 OS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP613617(NAD 83)
 OS0197
 OS0197                          SUPERSEDED SURVEY CONTROL
 OS0197
 OS0197  NGVD 29 (??/??/92)  706.428  (m)         2317.67   (f) ADJ UNCH    1 2
 OS0197
 OS0197.Superseded values are not recommended for survey control.
 OS0197
 OS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0197.See file dsdata.pdf to determine how the superseded data were derived.
 OS0197
 OS0197_MARKER: DB = BENCH MARK DISK
 OS0197_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0197_STAMPING: Y 377 1962
 OS0197_MARK LOGO: CGS
 OS0197_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0197_ROD/PIPE-DEPTH: 3.7 meters
 OS0197
 OS0197  HISTORY     - Date     Condition        Report By
 OS0197  HISTORY     - 1962     MONUMENTED       CGS
 OS0197  HISTORY     - 1985     GOOD             NGS
 OS0197
 OS0197                          STATION DESCRIPTION
 OS0197
 OS0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0197'0.6 MI W FROM MURDO.
 OS0197'ABOUT 0.6 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OS0197'PACIFIC RAILROAD, FROM THE STATION AT MURDO, AT A ROAD CROSSING,
 OS0197'45 FEET NORTH OF NORTH RAIL, 70 FEET NORTHWEST OF THE CENTER OF
 OS0197'THE ROAD CROSSING, 41 FEET WEST OF A NORTH-SOUTH ROAD, 106 FEET
 OS0197'NORTHEAST OF AD ACROSS THE TRACKS FROM MILE POST 517, 15 FEET
 OS0197'SOUTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, 0.7 FEET
 OS0197'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 OS0197'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 OS0197'DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 OS0197'2 INCHES.
 OS0197
 OS0197                          STATION RECOVERY (1985)
 OS0197
 OS0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0197'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.14
 OS0197'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE 1.00
 OS0197'KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE 0.23 KM
 OS0197'(0.14 MI) NORTH ALONG A GRAVEL ROAD, IN THE NORTHWEST CORNER OF THE
 OS0197'INTERSECTION OF THE OLD ABANDON RAILROAD, 12.5 METERS (41 FT) WEST OF
 OS0197'THE CENTER OF THE ROAD, 13.7 METERS (45 FT) NORTH OF THE NORTH RAIL,
 OS0197'21.3 METERS (70 FT) NORTHWEST OF THE CENTER OF THE RAILROAD CROSSING,
 OS0197'32.3 METERS (106 FT) NORTHEAST OF RAILROD MILEPOLE 517 AND 0.3 METER
 OS0197'(1 FT) SOUTH OF A FENCE.
 OS0197'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 OS0197'THE MARK IS 0.5 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0557 ***********************************************************************
 PU0557  DESIGNATION -  Y 378
 PU0557  PID         -  PU0557
 PU0557  STATE/COUNTY-  SD/PENNINGTON
 PU0557  COUNTRY     -  US
 PU0557  USGS QUAD   -  HORSE TOOTH (2017)
 PU0557
 PU0557                         *CURRENT SURVEY CONTROL
 PU0557  ______________________________________________________________________
 PU0557* NAD 83(1986) POSITION- 44 14 25.     (N) 102 05 54.     (W)   SCALED
 PU0557* NAVD 88 ORTHO HEIGHT -   777.449 (meters)     2550.68  (feet) ADJUSTED
 PU0557  ______________________________________________________________________
 PU0557  GEOID HEIGHT    -        -19.602 (meters)                     GEOID18
 PU0557  DYNAMIC HEIGHT  -        777.233 (meters)     2549.97  (feet) COMP
 PU0557  MODELED GRAVITY -    980,314.4   (mgal)                       NAVD 88
 PU0557
 PU0557  VERT ORDER      -  SECOND    CLASS 0
 PU0557
 PU0557.The horizontal coordinates were scaled from a map and have
 PU0557.an estimated accuracy of +/- 6 seconds.
 PU0557
 PU0557.The orthometric height was determined by differential leveling and
 PU0557.adjusted by the NATIONAL GEODETIC SURVEY
 PU0557.in June 1991.
 PU0557
 PU0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0557.GEOID18 height accuracy estimate available here.
 PU0557
 PU0557.Click photographs - Photos may exist for this station.
 PU0557
 PU0557.The dynamic height is computed by dividing the NAVD 88
 PU0557.geopotential number by the normal gravity value computed on the
 PU0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0557.degrees latitude (g = 980.6199 gals.).
 PU0557
 PU0557.The modeled gravity was interpolated from observed gravity values.
 PU0557
 PU0557;                    North         East    Units  Estimated Accuracy
 PU0557;SPC SD S     -   213,350.      459,020.      MT  (+/- 180 meters Scaled)
 PU0557
 PU0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK317026(NAD 83)
 PU0557
 PU0557                          SUPERSEDED SURVEY CONTROL
 PU0557
 PU0557  NGVD 29 (??/??/92)  776.992  (m)         2549.18   (f) ADJ UNCH    2 0
 PU0557
 PU0557.Superseded values are not recommended for survey control.
 PU0557
 PU0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0557.See file dsdata.pdf to determine how the superseded data were derived.
 PU0557
 PU0557_MARKER: DB = BENCH MARK DISK
 PU0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0557_STAMPING: Y 378 1962
 PU0557_MARK LOGO: CGS
 PU0557_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0557+STABILITY: SURFACE MOTION
 PU0557
 PU0557  HISTORY     - Date     Condition        Report By
 PU0557  HISTORY     - 1962     MONUMENTED       CGS
 PU0557
 PU0557                          STATION DESCRIPTION
 PU0557
 PU0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0557'8 MI E FROM CREIGHTON.
 PU0557'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0557'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0557'GRAVELED ROAD, THENCE 1.05 MILES EAST ALONG A TRACK ROAD, THENCE
 PU0557'0.7 MILE NORTH ALONG A TRACK ROAD TO A VACANT FARMHOUSE, THENCE
 PU0557'1.05 MILES EAST-SOUTHEAST ALONG A ROW OF TELEPHONE POLES, THENCE
 PU0557'0.55 MILE EAST-SOUTHEAST ALONG A TRAIL ROAD TO A GATE, THENCE
 PU0557'0.6 MILE EAST ALONG THE SOUTH SIDE OF A FENCE, 0.3 MILE
 PU0557'EAST-SOUTHEAST OF A SET OF FARM BUILDINGS, 0.1 MILE SOUTHEAST
 PU0557'OF A POND, 182 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 PU0557'ROAD, 115 FEET SOUTH OF A POWER POLE, 21 FEET NORTHEAST OF A
 PU0557'TELEPHONE POLE, 46 FEET SOUTHEAST OF THE CENTER LINE OF A GATE,
 PU0557'2 1/2 FEET NORTH OF A CORNER FENCE POST 1.6 FEET WEST OF A METAL
 PU0557'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0557'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0804 ***********************************************************************
 PT0804  DESIGNATION -  Y 379
 PT0804  PID         -  PT0804
 PT0804  STATE/COUNTY-  SD/HAAKON
 PT0804  COUNTRY     -  US
 PT0804  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0804
 PT0804                         *CURRENT SURVEY CONTROL
 PT0804  ______________________________________________________________________
 PT0804* NAD 83(1986) POSITION- 44 06 37.     (N) 101 56 51.     (W)   SCALED
 PT0804* NAVD 88 ORTHO HEIGHT -   762.317 (meters)     2501.04  (feet) ADJUSTED
 PT0804  ______________________________________________________________________
 PT0804  GEOID HEIGHT    -        -20.058 (meters)                     GEOID18
 PT0804  DYNAMIC HEIGHT  -        762.095 (meters)     2500.31  (feet) COMP
 PT0804  MODELED GRAVITY -    980,301.9   (mgal)                       NAVD 88
 PT0804
 PT0804  VERT ORDER      -  SECOND    CLASS 0
 PT0804
 PT0804.The horizontal coordinates were scaled from a map and have
 PT0804.an estimated accuracy of +/- 6 seconds.
 PT0804
 PT0804.The orthometric height was determined by differential leveling and
 PT0804.adjusted by the NATIONAL GEODETIC SURVEY
 PT0804.in June 1991.
 PT0804
 PT0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0804.GEOID18 height accuracy estimate available here.
 PT0804
 PT0804.Click photographs - Photos may exist for this station.
 PT0804
 PT0804.The dynamic height is computed by dividing the NAVD 88
 PT0804.geopotential number by the normal gravity value computed on the
 PT0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0804.degrees latitude (g = 980.6199 gals.).
 PT0804
 PT0804.The modeled gravity was interpolated from observed gravity values.
 PT0804
 PT0804;                    North         East    Units  Estimated Accuracy
 PT0804;SPC SD S     -   198,660.      470,790.      MT  (+/- 180 meters Scaled)
 PT0804
 PT0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP641883(NAD 83)
 PT0804
 PT0804                          SUPERSEDED SURVEY CONTROL
 PT0804
 PT0804  NGVD 29 (??/??/92)  761.860  (m)         2499.54   (f) ADJ UNCH    2 0
 PT0804
 PT0804.Superseded values are not recommended for survey control.
 PT0804
 PT0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0804.See file dsdata.pdf to determine how the superseded data were derived.
 PT0804
 PT0804_MARKER: DB = BENCH MARK DISK
 PT0804_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0804_STAMPING: Y 379 1962
 PT0804_MARK LOGO: CGS
 PT0804_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0804_ROD/PIPE-DEPTH: 5.8 meters
 PT0804
 PT0804  HISTORY     - Date     Condition        Report By
 PT0804  HISTORY     - 1962     MONUMENTED       CGS
 PT0804
 PT0804                          STATION DESCRIPTION
 PT0804
 PT0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0804'17.9 MI NE FROM QUINN.
 PT0804'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0804'OFFICE AT QUINN, THENCE 9.2 MILES EAST ALONG A GRAVELED ROAD,
 PT0804'73 FEET WEST OF A FENCE CORNER, 60 FEET WEST OF THE CENTER OF
 PT0804'A GATE, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 PT0804'SOUTH OF FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 PT0804'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 PT0804'5/8-INCH COPPER-COATED ROD THAT IS DRIVEN TO A DEPTH OF 19 FEET
 PT0804'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0496 ***********************************************************************
 PU0496  DESIGNATION -  Y 380
 PU0496  PID         -  PU0496
 PU0496  STATE/COUNTY-  SD/PENNINGTON
 PU0496  COUNTRY     -  US
 PU0496  USGS QUAD   -  WASTA NE (2017)
 PU0496
 PU0496                         *CURRENT SURVEY CONTROL
 PU0496  ______________________________________________________________________
 PU0496* NAD 83(1986) POSITION- 44 07 30.     (N) 102 17 19.     (W)   SCALED
 PU0496* NAVD 88 ORTHO HEIGHT -   858.272 (meters)     2815.85  (feet) ADJUSTED
 PU0496  ______________________________________________________________________
 PU0496  GEOID HEIGHT    -        -18.932 (meters)                     GEOID18
 PU0496  DYNAMIC HEIGHT  -        858.026 (meters)     2815.04  (feet) COMP
 PU0496  MODELED GRAVITY -    980,303.3   (mgal)                       NAVD 88
 PU0496
 PU0496  VERT ORDER      -  SECOND    CLASS 0
 PU0496
 PU0496.The horizontal coordinates were scaled from a map and have
 PU0496.an estimated accuracy of +/- 6 seconds.
 PU0496
 PU0496.The orthometric height was determined by differential leveling and
 PU0496.adjusted by the NATIONAL GEODETIC SURVEY
 PU0496.in June 1991.
 PU0496
 PU0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0496.GEOID18 height accuracy estimate available here.
 PU0496
 PU0496.Click photographs - Photos may exist for this station.
 PU0496
 PU0496.The dynamic height is computed by dividing the NAVD 88
 PU0496.geopotential number by the normal gravity value computed on the
 PU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0496.degrees latitude (g = 980.6199 gals.).
 PU0496
 PU0496.The modeled gravity was interpolated from observed gravity values.
 PU0496
 PU0496;                    North         East    Units  Estimated Accuracy
 PU0496;SPC SD S     -   200,890.      443,530.      MT  (+/- 180 meters Scaled)
 PU0496
 PU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ169893(NAD 83)
 PU0496
 PU0496                          SUPERSEDED SURVEY CONTROL
 PU0496
 PU0496  NGVD 29 (??/??/92)  857.821  (m)         2814.37   (f) ADJ UNCH    2 0
 PU0496
 PU0496.Superseded values are not recommended for survey control.
 PU0496
 PU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0496.See file dsdata.pdf to determine how the superseded data were derived.
 PU0496
 PU0496_MARKER: DB = BENCH MARK DISK
 PU0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0496_STAMPING: Y 380 1962
 PU0496_MARK LOGO: CGS
 PU0496_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0496+STABILITY: SURFACE MOTION
 PU0496
 PU0496  HISTORY     - Date     Condition        Report By
 PU0496  HISTORY     - 1962     MONUMENTED       CGS
 PU0496
 PU0496                          STATION DESCRIPTION
 PU0496
 PU0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0496'12.5 MI NW FROM WALL.
 PU0496'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0496'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0496'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 PU0496'MILES WEST ALONG A TRACK ROAD, THENCE 2.0 MILES NORTH ALONG A
 PU0496'GRAVELED ROAD, IN SECTION 23, T 2 N, R 15 E, 1.0 MILE NORTH OF
 PU0496'THE CEDAR BUTTE SCHOOLHOUSE, 92 FEET NORTHEAST OF THE CENTER
 PU0496'LINE OF THE ROAD, 65 FEET EAST OF A POWER POLE BRACED BY A GUY
 PU0496'WIRE, 32 FEET EAST OF THE CENTER LINE OF A FIELD ROAD LEADING
 PU0496'NORTH, 2 1/2 FEET WEST OF A CORNER FENCE POST, 2.0 FEET NORTHEAST
 PU0496'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU0496'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0534 ***********************************************************************
 PU0534  DESIGNATION -  Y 381
 PU0534  PID         -  PU0534
 PU0534  STATE/COUNTY-  SD/PENNINGTON
 PU0534  COUNTRY     -  US
 PU0534  USGS QUAD   -  WASTA SE (2017)
 PU0534
 PU0534                         *CURRENT SURVEY CONTROL
 PU0534  ______________________________________________________________________
 PU0534* NAD 83(1986) POSITION- 44 05 45.     (N) 102 16 05.     (W)   SCALED
 PU0534* NAVD 88 ORTHO HEIGHT -   855.550 (meters)     2806.92  (feet) ADJUSTED
 PU0534  ______________________________________________________________________
 PU0534  GEOID HEIGHT    -        -18.955 (meters)                     GEOID18
 PU0534  DYNAMIC HEIGHT  -        855.300 (meters)     2806.10  (feet) COMP
 PU0534  MODELED GRAVITY -    980,297.6   (mgal)                       NAVD 88
 PU0534
 PU0534  VERT ORDER      -  SECOND    CLASS 0
 PU0534
 PU0534.The horizontal coordinates were scaled from a map and have
 PU0534.an estimated accuracy of +/- 6 seconds.
 PU0534
 PU0534.The orthometric height was determined by differential leveling and
 PU0534.adjusted by the NATIONAL GEODETIC SURVEY
 PU0534.in June 1991.
 PU0534
 PU0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0534.GEOID18 height accuracy estimate available here.
 PU0534
 PU0534.Click photographs - Photos may exist for this station.
 PU0534
 PU0534.The dynamic height is computed by dividing the NAVD 88
 PU0534.geopotential number by the normal gravity value computed on the
 PU0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0534.degrees latitude (g = 980.6199 gals.).
 PU0534
 PU0534.The modeled gravity was interpolated from observed gravity values.
 PU0534
 PU0534;                    North         East    Units  Estimated Accuracy
 PU0534;SPC SD S     -   197,610.      445,100.      MT  (+/- 180 meters Scaled)
 PU0534
 PU0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ186861(NAD 83)
 PU0534
 PU0534                          SUPERSEDED SURVEY CONTROL
 PU0534
 PU0534  NGVD 29 (??/??/92)  855.096  (m)         2805.43   (f) ADJ UNCH    2 0
 PU0534
 PU0534.Superseded values are not recommended for survey control.
 PU0534
 PU0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0534.See file dsdata.pdf to determine how the superseded data were derived.
 PU0534
 PU0534_MARKER: DB = BENCH MARK DISK
 PU0534_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0534+WITH SETTING: INFORMATION.
 PU0534_STAMPING: Y 381 1962
 PU0534_MARK LOGO: CGS
 PU0534_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0534_ROD/PIPE-DEPTH: 2.9 meters
 PU0534
 PU0534  HISTORY     - Date     Condition        Report By
 PU0534  HISTORY     - 1962     MONUMENTED       CGS
 PU0534
 PU0534                          STATION DESCRIPTION
 PU0534
 PU0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0534'9.5 MI NW FROM WALL.
 PU0534'ABOUT 6.5 MILES NORTH ALONG THE PENNINGTON COUNTY ROAD FROM
 PU0534'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0534'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 PU0534'THENCE 1.0 MILE WEST ALONG A TRACK ROAD IN SECTION 25, T 2 N,
 PU0534'R 15 E, 68 FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION
 PU0534'WITH A TRAIL ROAD LEADING NORTH, 57 FEET NORTH OF THE CENTER LINE
 PU0534'OF A TRACK ROAD, 33 FEET EAST OF THE CENTER LINE OF A TRAIL
 PU0534'ROAD, 21 1/2 FEET NORTH OF A FENCE CORNER POST, 8-INCHES WEST
 PU0534'OF A FENCE, 1.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST,
 PU0534'ABOUT 2 FEET ABOVE THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0534'COPPER COATED ROD DRIVEN TO A DEPTH OF 9 1/2 FEET AND ENCASED
 PU0534'IN A 6-INCH TILE PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0612 ***********************************************************************
 OS0612  DESIGNATION -  Y 382
 OS0612  PID         -  OS0612
 OS0612  STATE/COUNTY-  SD/JACKSON
 OS0612  COUNTRY     -  US
 OS0612  USGS QUAD   -  COTTONWOOD (2017)
 OS0612
 OS0612                         *CURRENT SURVEY CONTROL
 OS0612  ______________________________________________________________________
 OS0612* NAD 83(1986) POSITION- 43 53 06.     (N) 101 59 53.     (W)   SCALED
 OS0612* NAVD 88 ORTHO HEIGHT -   767.159 (meters)     2516.92  (feet) ADJUSTED
 OS0612  ______________________________________________________________________
 OS0612  GEOID HEIGHT    -        -19.837 (meters)                     GEOID18
 OS0612  DYNAMIC HEIGHT  -        766.922 (meters)     2516.14  (feet) COMP
 OS0612  MODELED GRAVITY -    980,284.1   (mgal)                       NAVD 88
 OS0612
 OS0612  VERT ORDER      -  SECOND    CLASS 0
 OS0612
 OS0612.The horizontal coordinates were scaled from a map and have
 OS0612.an estimated accuracy of +/- 6 seconds.
 OS0612
 OS0612.The orthometric height was determined by differential leveling and
 OS0612.adjusted by the NATIONAL GEODETIC SURVEY
 OS0612.in June 1991.
 OS0612
 OS0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0612.GEOID18 height accuracy estimate available here.
 OS0612
 OS0612.Click photographs - Photos may exist for this station.
 OS0612
 OS0612.The dynamic height is computed by dividing the NAVD 88
 OS0612.geopotential number by the normal gravity value computed on the
 OS0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0612.degrees latitude (g = 980.6199 gals.).
 OS0612
 OS0612.The modeled gravity was interpolated from observed gravity values.
 OS0612
 OS0612;                    North         East    Units  Estimated Accuracy
 OS0612;SPC SD S     -   173,720.      466,240.      MT  (+/- 180 meters Scaled)
 OS0612
 OS0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP591634(NAD 83)
 OS0612
 OS0612                          SUPERSEDED SURVEY CONTROL
 OS0612
 OS0612  NGVD 29 (??/??/92)  766.71   (m)         2515.4    (f) COMPUTED    2 0
 OS0612
 OS0612.Superseded values are not recommended for survey control.
 OS0612
 OS0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0612.See file dsdata.pdf to determine how the superseded data were derived.
 OS0612
 OS0612_MARKER: DB = BENCH MARK DISK
 OS0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0612_SP_SET: ABUTMENT
 OS0612_STAMPING: Y 382 1962
 OS0612_MARK LOGO: CGS
 OS0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0612
 OS0612  HISTORY     - Date     Condition        Report By
 OS0612  HISTORY     - 1962     MONUMENTED       CGS
 OS0612  HISTORY     - 1973     GOOD             NGS
 OS0612
 OS0612                          STATION DESCRIPTION
 OS0612
 OS0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0612'11.8 MI SE FROM QUINN.
 OS0612'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OS0612'QUINN, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 14, THENCE 4.75
 OS0612'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.5 MILES SOUTHEAST
 OS0612'ALONG INTERSTATE 90, OR 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY
 OS0612'16 A AND STATE HIGHWAY 40 FROM THE RANGER STATION AT CEDAR PASS,
 OS0612'THENCE 5.5 MILES NORTH ALONG A GRAVELED ROAD TO A CURVE TO
 OS0612'THE EAST, THENCE 1.15 MILES NORTH ALONG A GRADED DIRT ROAD TO
 OS0612'A CURVE TO THE WEST, THENCE 0.7 MILES NORTH ALONG A TRAIL ROAD
 OS0612'ALONG THE EAST SIDE OF A POWER LINE, THENCE 3.60 MILES NORTHWEST
 OS0612'ALONG INTERSTATE HIGHWAY 90, AT THE WEST END OF A NEW LARGE
 OS0612'STEEL AND CONCRETE BRIDGE OVER WHITE WATER CREEK, 19 FEET
 OS0612'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE
 OS0612'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST
 OS0612'END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE.
 OS0612
 OS0612                          STATION RECOVERY (1973)
 OS0612
 OS0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OS0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0742 ***********************************************************************
 PT0742  DESIGNATION -  Y 383
 PT0742  PID         -  PT0742
 PT0742  STATE/COUNTY-  SD/HAAKON
 PT0742  COUNTRY     -  US
 PT0742  USGS QUAD   -  GRINDSTONE (2017)
 PT0742
 PT0742                         *CURRENT SURVEY CONTROL
 PT0742  ______________________________________________________________________
 PT0742* NAD 83(1986) POSITION- 44 12 42.     (N) 101 56 38.     (W)   SCALED
 PT0742* NAVD 88 ORTHO HEIGHT -   838.769 (meters)     2751.86  (feet) ADJUSTED
 PT0742  ______________________________________________________________________
 PT0742  GEOID HEIGHT    -        -20.054 (meters)                     GEOID18
 PT0742  DYNAMIC HEIGHT  -        838.528 (meters)     2751.07  (feet) COMP
 PT0742  MODELED GRAVITY -    980,303.0   (mgal)                       NAVD 88
 PT0742
 PT0742  VERT ORDER      -  SECOND    CLASS 0
 PT0742
 PT0742.The horizontal coordinates were scaled from a map and have
 PT0742.an estimated accuracy of +/- 6 seconds.
 PT0742
 PT0742.The orthometric height was determined by differential leveling and
 PT0742.adjusted by the NATIONAL GEODETIC SURVEY
 PT0742.in June 1991.
 PT0742
 PT0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0742.GEOID18 height accuracy estimate available here.
 PT0742
 PT0742.Click photographs - Photos may exist for this station.
 PT0742
 PT0742.The dynamic height is computed by dividing the NAVD 88
 PT0742.geopotential number by the normal gravity value computed on the
 PT0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0742.degrees latitude (g = 980.6199 gals.).
 PT0742
 PT0742.The modeled gravity was interpolated from observed gravity values.
 PT0742
 PT0742;                    North         East    Units  Estimated Accuracy
 PT0742;SPC SD S     -   209,920.      471,300.      MT  (+/- 180 meters Scaled)
 PT0742
 PT0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP648995(NAD 83)
 PT0742
 PT0742                          SUPERSEDED SURVEY CONTROL
 PT0742
 PT0742  NGVD 29 (??/??/92)  838.308  (m)         2750.35   (f) ADJ UNCH    2 0
 PT0742
 PT0742.Superseded values are not recommended for survey control.
 PT0742
 PT0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0742.See file dsdata.pdf to determine how the superseded data were derived.
 PT0742
 PT0742_MARKER: DB = BENCH MARK DISK
 PT0742_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PT0742_STAMPING: Y 383 1962
 PT0742_MARK LOGO: CGS
 PT0742_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0742_ROD/PIPE-DEPTH: 4.0 meters
 PT0742
 PT0742  HISTORY     - Date     Condition        Report By
 PT0742  HISTORY     - 1962     MONUMENTED       CGS
 PT0742
 PT0742                          STATION DESCRIPTION
 PT0742
 PT0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0742'12.3 MI SW FROM HILLAND.
 PT0742'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0742'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0742'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0742'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0742'ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE WEST ALONG A GRADED
 PT0742'DIRT ROAD, IN SECTION 22, T 3 N, R 18 E. ABOUT 0.2 MILE EAST
 PT0742'OF A SECTION LINE FENCE LEADING SOUTH, 33 FEET SOUTH OF THE
 PT0742'CENTER LINE OF THE ROAD, 15 FEET WEST OF THE CENTER OF A WIRE
 PT0742'GATE, 1 FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS
 PT0742'POST, ABOUT LEVEL WITH THE ROAD, AND ON TOP OF A 5/8-INCH
 PT0742'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS
 PT0742'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0123 ***********************************************************************
 OT0123  DESIGNATION -  Y 384
 OT0123  PID         -  OT0123
 OT0123  STATE/COUNTY-  SD/PENNINGTON
 OT0123  COUNTRY     -  US
 OT0123  USGS QUAD   -  WALL (2017)
 OT0123
 OT0123                         *CURRENT SURVEY CONTROL
 OT0123  ______________________________________________________________________
 OT0123* NAD 83(1986) POSITION- 43 58 21.     (N) 102 08 21.     (W)   SCALED
 OT0123* NAVD 88 ORTHO HEIGHT -   798.644 (meters)     2620.22  (feet) ADJUSTED
 OT0123  ______________________________________________________________________
 OT0123  GEOID HEIGHT    -        -19.355 (meters)                     GEOID18
 OT0123  DYNAMIC HEIGHT  -        798.402 (meters)     2619.42  (feet) COMP
 OT0123  MODELED GRAVITY -    980,288.2   (mgal)                       NAVD 88
 OT0123
 OT0123  VERT ORDER      -  SECOND    CLASS 0
 OT0123
 OT0123.The horizontal coordinates were scaled from a map and have
 OT0123.an estimated accuracy of +/- 6 seconds.
 OT0123
 OT0123.The orthometric height was determined by differential leveling and
 OT0123.adjusted by the NATIONAL GEODETIC SURVEY
 OT0123.in June 1991.
 OT0123
 OT0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0123.GEOID18 height accuracy estimate available here.
 OT0123
 OT0123.Click photographs - Photos may exist for this station.
 OT0123
 OT0123.The dynamic height is computed by dividing the NAVD 88
 OT0123.geopotential number by the normal gravity value computed on the
 OT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0123.degrees latitude (g = 980.6199 gals.).
 OT0123
 OT0123.The modeled gravity was interpolated from observed gravity values.
 OT0123
 OT0123;                    North         East    Units  Estimated Accuracy
 OT0123;SPC SD S     -   183,680.      455,120.      MT  (+/- 180 meters Scaled)
 OT0123
 OT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ294727(NAD 83)
 OT0123
 OT0123                          SUPERSEDED SURVEY CONTROL
 OT0123
 OT0123  NGVD 29 (??/??/92)  798.187  (m)         2618.72   (f) ADJ UNCH    2 0
 OT0123
 OT0123.Superseded values are not recommended for survey control.
 OT0123
 OT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0123.See file dsdata.pdf to determine how the superseded data were derived.
 OT0123
 OT0123_MARKER: DB = BENCH MARK DISK
 OT0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0123_STAMPING: Y 384 1962
 OT0123_MARK LOGO: CGS
 OT0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0123+STABILITY: SURFACE MOTION
 OT0123
 OT0123  HISTORY     - Date     Condition        Report By
 OT0123  HISTORY     - 1962     MONUMENTED       CGS
 OT0123
 OT0123                          STATION DESCRIPTION
 OT0123
 OT0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0123'1.9 MI SW FROM QUINN.
 OT0123'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0123'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0123'1.0 MILE SOUTH ALONG A BLADED DIRT ROAD, IN SECTION 12, T 1 S,
 OT0123'R 16 E, ABOUT 300 FEET SOUTH OF A WOODEN BRIDGE, 25 FEET WEST
 OT0123'OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1.4
 OT0123'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 OT0123'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0593 ***********************************************************************
 PU0593  DESIGNATION -  Y 385
 PU0593  PID         -  PU0593
 PU0593  STATE/COUNTY-  SD/PENNINGTON
 PU0593  COUNTRY     -  US
 PU0593  USGS QUAD   -  WASTA SE (2017)
 PU0593
 PU0593                         *CURRENT SURVEY CONTROL
 PU0593  ______________________________________________________________________
 PU0593* NAD 83(1986) POSITION- 44 00 12.     (N) 102 16 15.     (W)   SCALED
 PU0593* NAVD 88 ORTHO HEIGHT -   850.610 (meters)     2790.71  (feet) ADJUSTED
 PU0593  ______________________________________________________________________
 PU0593  GEOID HEIGHT    -        -18.912 (meters)                     GEOID18
 PU0593  DYNAMIC HEIGHT  -        850.352 (meters)     2789.86  (feet) COMP
 PU0593  MODELED GRAVITY -    980,286.7   (mgal)                       NAVD 88
 PU0593
 PU0593  VERT ORDER      -  SECOND    CLASS 0
 PU0593
 PU0593.The horizontal coordinates were scaled from a map and have
 PU0593.an estimated accuracy of +/- 6 seconds.
 PU0593
 PU0593.The orthometric height was determined by differential leveling and
 PU0593.adjusted by the NATIONAL GEODETIC SURVEY
 PU0593.in June 1991.
 PU0593
 PU0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0593.GEOID18 height accuracy estimate available here.
 PU0593
 PU0593.Click photographs - Photos may exist for this station.
 PU0593
 PU0593.The dynamic height is computed by dividing the NAVD 88
 PU0593.geopotential number by the normal gravity value computed on the
 PU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0593.degrees latitude (g = 980.6199 gals.).
 PU0593
 PU0593.The modeled gravity was interpolated from observed gravity values.
 PU0593
 PU0593;                    North         East    Units  Estimated Accuracy
 PU0593;SPC SD S     -   187,340.      444,630.      MT  (+/- 180 meters Scaled)
 PU0593
 PU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ187758(NAD 83)
 PU0593
 PU0593                          SUPERSEDED SURVEY CONTROL
 PU0593
 PU0593  NGVD 29 (??/??/92)  850.154  (m)         2789.21   (f) ADJ UNCH    2 0
 PU0593
 PU0593.Superseded values are not recommended for survey control.
 PU0593
 PU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0593.See file dsdata.pdf to determine how the superseded data were derived.
 PU0593
 PU0593_MARKER: DB = BENCH MARK DISK
 PU0593_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU0593_SP_SET: CULVERT HEADWALL
 PU0593_STAMPING: Y 385 1962
 PU0593_MARK LOGO: CGS
 PU0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0593+STABILITY: SURFACE MOTION
 PU0593
 PU0593  HISTORY     - Date     Condition        Report By
 PU0593  HISTORY     - 1962     MONUMENTED       CGS
 PU0593
 PU0593                          STATION DESCRIPTION
 PU0593
 PU0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0593'1.8 MI W FROM WALL.
 PU0593'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0593'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 PU0593'0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 14 AND 16 IN SECTION 35,
 PU0593'T 1 N, R 15 E, 29 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PU0593'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU0593'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE
 PU0593'CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0552 ***********************************************************************
 OS0552  DESIGNATION -  Y 386
 OS0552  PID         -  OS0552
 OS0552  STATE/COUNTY-  SD/JACKSON
 OS0552  COUNTRY     -  US
 OS0552  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0552
 OS0552                         *CURRENT SURVEY CONTROL
 OS0552  ______________________________________________________________________
 OS0552* NAD 83(1986) POSITION- 43 53 37.     (N) 101 48 02.     (W)   SCALED
 OS0552* NAVD 88 ORTHO HEIGHT -   751.293 (meters)     2464.87  (feet) ADJUSTED
 OS0552  ______________________________________________________________________
 OS0552  GEOID HEIGHT    -        -20.549 (meters)                     GEOID18
 OS0552  DYNAMIC HEIGHT  -        751.064 (meters)     2464.12  (feet) COMP
 OS0552  MODELED GRAVITY -    980,288.9   (mgal)                       NAVD 88
 OS0552
 OS0552  VERT ORDER      -  SECOND    CLASS 0
 OS0552
 OS0552.The horizontal coordinates were scaled from a map and have
 OS0552.an estimated accuracy of +/- 6 seconds.
 OS0552
 OS0552.The orthometric height was determined by differential leveling and
 OS0552.adjusted by the NATIONAL GEODETIC SURVEY
 OS0552.in June 1991.
 OS0552
 OS0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0552.GEOID18 height accuracy estimate available here.
 OS0552
 OS0552.Click photographs - Photos may exist for this station.
 OS0552
 OS0552.The dynamic height is computed by dividing the NAVD 88
 OS0552.geopotential number by the normal gravity value computed on the
 OS0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0552.degrees latitude (g = 980.6199 gals.).
 OS0552
 OS0552.The modeled gravity was interpolated from observed gravity values.
 OS0552
 OS0552;                    North         East    Units  Estimated Accuracy
 OS0552;SPC SD S     -   174,380.      482,130.      MT  (+/- 180 meters Scaled)
 OS0552
 OS0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP750638(NAD 83)
 OS0552
 OS0552                          SUPERSEDED SURVEY CONTROL
 OS0552
 OS0552  NGVD 29 (??/??/92)  750.844  (m)         2463.39   (f) ADJ UNCH    2 0
 OS0552
 OS0552.Superseded values are not recommended for survey control.
 OS0552
 OS0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0552.See file dsdata.pdf to determine how the superseded data were derived.
 OS0552
 OS0552_MARKER: DB = BENCH MARK DISK
 OS0552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0552_STAMPING: Y 386 1962
 OS0552_MARK LOGO: CGS
 OS0552_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0552_ROD/PIPE-DEPTH: 3.4 meters
 OS0552
 OS0552  HISTORY     - Date     Condition        Report By
 OS0552  HISTORY     - 1962     MONUMENTED       CGS
 OS0552
 OS0552                          STATION DESCRIPTION
 OS0552
 OS0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0552'10.7 MI SE FROM COTTONWOOD.
 OS0552'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0552'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0552'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0552'EAST ALONG GRADED DIRT ROAD, THENCE 1.3 MILES SOUTH ALONG A
 OS0552'GRAVELED ROAD, 1.1 MILES SOUTH OF D 4 S 1961 AZIMUTH, 28 FEET
 OS0552'WEST OF THE CENTER LINE OF THE ROAD, 61 FEET SOUTH OF A
 OS0552'EAST-WEST SECTION LINE FENCE, 33 FEET SOUTH OF CENTER OF WIRE
 OS0552'GATE, 1 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS
 OS0552'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 OS0552'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS
 OS0552'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1839 ***********************************************************************
 PU1839  DESIGNATION -  Y 387
 PU1839  PID         -  PU1839
 PU1839  STATE/COUNTY-  SD/BUTTE
 PU1839  COUNTRY     -  US
 PU1839  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1839
 PU1839                         *CURRENT SURVEY CONTROL
 PU1839  ______________________________________________________________________
 PU1839* NAD 83(1986) POSITION- 44 57 39.     (N) 103 52 28.     (W)   SCALED
 PU1839* NAVD 88 ORTHO HEIGHT -   952.627 (meters)     3125.41  (feet) ADJUSTED
 PU1839  ______________________________________________________________________
 PU1839  GEOID HEIGHT    -        -15.805 (meters)                     GEOID18
 PU1839  DYNAMIC HEIGHT  -        952.377 (meters)     3124.59  (feet) COMP
 PU1839  MODELED GRAVITY -    980,322.3   (mgal)                       NAVD 88
 PU1839
 PU1839  VERT ORDER      -  SECOND    CLASS 0
 PU1839
 PU1839.The horizontal coordinates were scaled from a map and have
 PU1839.an estimated accuracy of +/- 6 seconds.
 PU1839
 PU1839.The orthometric height was determined by differential leveling and
 PU1839.adjusted by the NATIONAL GEODETIC SURVEY
 PU1839.in June 1991.
 PU1839
 PU1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1839.GEOID18 height accuracy estimate available here.
 PU1839
 PU1839.Click photographs - Photos may exist for this station.
 PU1839
 PU1839.The dynamic height is computed by dividing the NAVD 88
 PU1839.geopotential number by the normal gravity value computed on the
 PU1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1839.degrees latitude (g = 980.6199 gals.).
 PU1839
 PU1839.The modeled gravity was interpolated from observed gravity values.
 PU1839
 PU1839;                    North         East    Units  Estimated Accuracy
 PU1839;SPC SD N     -   132,600.      294,440.      MT  (+/- 180 meters Scaled)
 PU1839
 PU1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK887792(NAD 83)
 PU1839
 PU1839                          SUPERSEDED SURVEY CONTROL
 PU1839
 PU1839  NGVD 29 (??/??/92)  952.136  (m)         3123.80   (f) ADJ UNCH    2 0
 PU1839
 PU1839.Superseded values are not recommended for survey control.
 PU1839
 PU1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1839.See file dsdata.pdf to determine how the superseded data were derived.
 PU1839
 PU1839_MARKER: DB = BENCH MARK DISK
 PU1839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU1839_STAMPING: Y 387
 PU1839_MARK LOGO: CGS
 PU1839_MAGNETIC: I = MARKER IS A STEEL ROD
 PU1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1839_ROD/PIPE-DEPTH: 4.0 meters
 PU1839
 PU1839  HISTORY     - Date     Condition        Report By
 PU1839  HISTORY     - 1962     MONUMENTED       CGS
 PU1839  HISTORY     - 1962     GOOD             CGS
 PU1839
 PU1839                          STATION DESCRIPTION
 PU1839
 PU1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1839'21.2 MI N FROM BELLE FOURCHE.
 PU1839'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1839'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 8.8
 PU1839'MILES NORTH ALONG A GRAVELED ROAD, 57 FEET WEST OF THE CENTER
 PU1839'LINE OF THE ROAD, 83 FEET SOUTHWEST OF THE CENTER OF Y JUNCTIONS
 PU1839'OF GRAVELED ROAD, 94 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER
 PU1839'OF A CATTLE GUARD, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2
 PU1839'FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 PU1839'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 PU1839'COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED
 PU1839'IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0630 ***********************************************************************
 PT0630  DESIGNATION -  Y 388
 PT0630  PID         -  PT0630
 PT0630  STATE/COUNTY-  SD/HAAKON
 PT0630  COUNTRY     -  US
 PT0630  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0630
 PT0630                         *CURRENT SURVEY CONTROL
 PT0630  ______________________________________________________________________
 PT0630* NAD 83(1986) POSITION- 44 05 43.     (N) 101 58 12.     (W)   SCALED
 PT0630* NAVD 88 ORTHO HEIGHT -   809.962 (meters)     2657.35  (feet) ADJUSTED
 PT0630  ______________________________________________________________________
 PT0630  GEOID HEIGHT    -        -19.971 (meters)                     GEOID18
 PT0630  DYNAMIC HEIGHT  -        809.723 (meters)     2656.57  (feet) COMP
 PT0630  MODELED GRAVITY -    980,296.4   (mgal)                       NAVD 88
 PT0630
 PT0630  VERT ORDER      -  SECOND    CLASS 0
 PT0630
 PT0630.The horizontal coordinates were scaled from a map and have
 PT0630.an estimated accuracy of +/- 6 seconds.
 PT0630
 PT0630.The orthometric height was determined by differential leveling and
 PT0630.adjusted by the NATIONAL GEODETIC SURVEY
 PT0630.in June 1991.
 PT0630
 PT0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0630.GEOID18 height accuracy estimate available here.
 PT0630
 PT0630.Click photographs - Photos may exist for this station.
 PT0630
 PT0630.The dynamic height is computed by dividing the NAVD 88
 PT0630.geopotential number by the normal gravity value computed on the
 PT0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0630.degrees latitude (g = 980.6199 gals.).
 PT0630
 PT0630.The modeled gravity was interpolated from observed gravity values.
 PT0630
 PT0630;                    North         East    Units  Estimated Accuracy
 PT0630;SPC SD S     -   197,030.      468,960.      MT  (+/- 180 meters Scaled)
 PT0630
 PT0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP622867(NAD 83)
 PT0630
 PT0630                          SUPERSEDED SURVEY CONTROL
 PT0630
 PT0630  NGVD 29 (??/??/92)  809.505  (m)         2655.85   (f) ADJ UNCH    2 0
 PT0630
 PT0630.Superseded values are not recommended for survey control.
 PT0630
 PT0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0630.See file dsdata.pdf to determine how the superseded data were derived.
 PT0630
 PT0630_MARKER: DB = BENCH MARK DISK
 PT0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0630_STAMPING: Y 388 1962
 PT0630_MARK LOGO: CGS
 PT0630_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0630+STABILITY: SURFACE MOTION
 PT0630
 PT0630  HISTORY     - Date     Condition        Report By
 PT0630  HISTORY     - 1962     MONUMENTED       CGS
 PT0630
 PT0630                          STATION DESCRIPTION
 PT0630
 PT0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0630'12.6 MI NW FROM COTTONWOOD.
 PT0630'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 PT0630'AT COTTONWOOD, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 14, THENCE
 PT0630'7.3 MILES NORTH ALONG A GRADED DIRT ROAD TO A SCHOOLHOUSE, THENCE
 PT0630'1.05 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.05 MILES NORTH
 PT0630'ALONG A GRAVELED ROAD, 0.1 MILE WEST OF A PROMINENT HILL, 86 1/2
 PT0630'FEET WEST OF THE CENTER LINE OF A SLIGHT CURVE AROUND THE WEST
 PT0630'SIDE OF THE HILL, 57 FEET WEST OF A CORNER FENCE POST, 2 FEET
 PT0630'NORTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 PT0630'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PT0630'CONCRETE POST WHICH PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0010 ***********************************************************************
 PU0010  DESIGNATION -  Y 390
 PU0010  PID         -  PU0010
 PU0010  STATE/COUNTY-  SD/MEADE
 PU0010  COUNTRY     -  US
 PU0010  USGS QUAD   -  OPAL EAST (2017)
 PU0010
 PU0010                         *CURRENT SURVEY CONTROL
 PU0010  ______________________________________________________________________
 PU0010* NAD 83(1986) POSITION- 44 57 06.     (N) 102 27 07.     (W)   SCALED
 PU0010* NAVD 88 ORTHO HEIGHT -   832.241 (meters)     2730.44  (feet) ADJUSTED
 PU0010  ______________________________________________________________________
 PU0010  GEOID HEIGHT    -        -18.425 (meters)                     GEOID18
 PU0010  DYNAMIC HEIGHT  -        832.062 (meters)     2729.86  (feet) COMP
 PU0010  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 PU0010
 PU0010  VERT ORDER      -  SECOND    CLASS 0
 PU0010
 PU0010.The horizontal coordinates were scaled from a map and have
 PU0010.an estimated accuracy of +/- 6 seconds.
 PU0010
 PU0010.The orthometric height was determined by differential leveling and
 PU0010.adjusted by the NATIONAL GEODETIC SURVEY
 PU0010.in June 1991.
 PU0010
 PU0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0010.GEOID18 height accuracy estimate available here.
 PU0010
 PU0010.Click photographs - Photos may exist for this station.
 PU0010
 PU0010.The dynamic height is computed by dividing the NAVD 88
 PU0010.geopotential number by the normal gravity value computed on the
 PU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0010.degrees latitude (g = 980.6199 gals.).
 PU0010
 PU0010.The modeled gravity was interpolated from observed gravity values.
 PU0010
 PU0010;                    North         East    Units  Estimated Accuracy
 PU0010;SPC SD N     -   127,200.      406,550.      MT  (+/- 180 meters Scaled)
 PU0010
 PU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK009807(NAD 83)
 PU0010
 PU0010                          SUPERSEDED SURVEY CONTROL
 PU0010
 PU0010  NGVD 29 (??/??/92)  831.779  (m)         2728.93   (f) ADJ UNCH    2 0
 PU0010
 PU0010.Superseded values are not recommended for survey control.
 PU0010
 PU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0010.See file dsdata.pdf to determine how the superseded data were derived.
 PU0010
 PU0010_MARKER: DB = BENCH MARK DISK
 PU0010_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0010+WITH SETTING: INFORMATION.
 PU0010_STAMPING: Y 390 1963
 PU0010_MARK LOGO: CGS
 PU0010_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0010_ROD/PIPE-DEPTH: 2.4 meters
 PU0010
 PU0010  HISTORY     - Date     Condition        Report By
 PU0010  HISTORY     - 1963     MONUMENTED       CGS
 PU0010
 PU0010                          STATION DESCRIPTION
 PU0010
 PU0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0010'5.8 MI NNE FROM OPAL.
 PU0010'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE
 PU0010'AND POST OFFICE AT OPAL, THENCE 4.0 MILES NORTH ALONG A GRAVELED
 PU0010'ROAD, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 PU0010'EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU0010'1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0010'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND
 PU0010'ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0042 ***********************************************************************
 PU0042  DESIGNATION -  Y 391
 PU0042  PID         -  PU0042
 PU0042  STATE/COUNTY-  SD/MEADE
 PU0042  COUNTRY     -  US
 PU0042  USGS QUAD   -  MARCUS (2017)
 PU0042
 PU0042                         *CURRENT SURVEY CONTROL
 PU0042  ______________________________________________________________________
 PU0042* NAD 83(1986) POSITION- 44 42 16.     (N) 102 20 57.     (W)   SCALED
 PU0042* NAVD 88 ORTHO HEIGHT -   807.850 (meters)     2650.42  (feet) ADJUSTED
 PU0042  ______________________________________________________________________
 PU0042  GEOID HEIGHT    -        -18.935 (meters)                     GEOID18
 PU0042  DYNAMIC HEIGHT  -        807.652 (meters)     2649.77  (feet) COMP
 PU0042  MODELED GRAVITY -    980,345.2   (mgal)                       NAVD 88
 PU0042
 PU0042  VERT ORDER      -  SECOND    CLASS 0
 PU0042
 PU0042.The horizontal coordinates were scaled from a map and have
 PU0042.an estimated accuracy of +/- 6 seconds.
 PU0042
 PU0042.The orthometric height was determined by differential leveling and
 PU0042.adjusted by the NATIONAL GEODETIC SURVEY
 PU0042.in June 1991.
 PU0042
 PU0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0042.GEOID18 height accuracy estimate available here.
 PU0042
 PU0042.Click photographs - Photos may exist for this station.
 PU0042
 PU0042.The dynamic height is computed by dividing the NAVD 88
 PU0042.geopotential number by the normal gravity value computed on the
 PU0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0042.degrees latitude (g = 980.6199 gals.).
 PU0042
 PU0042.The modeled gravity was interpolated from observed gravity values.
 PU0042
 PU0042;                    North         East    Units  Estimated Accuracy
 PU0042;SPC SD N     -    99,500.      413,860.      MT  (+/- 180 meters Scaled)
 PU0042
 PU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK099535(NAD 83)
 PU0042
 PU0042                          SUPERSEDED SURVEY CONTROL
 PU0042
 PU0042  NGVD 29 (??/??/92)  807.38   (m)         2648.9    (f) COMPUTED    2 0
 PU0042
 PU0042.Superseded values are not recommended for survey control.
 PU0042
 PU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0042.See file dsdata.pdf to determine how the superseded data were derived.
 PU0042
 PU0042_MARKER: DB = BENCH MARK DISK
 PU0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0042_STAMPING: Y 391 1963
 PU0042_MARK LOGO: CGS
 PU0042_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0042+STABILITY: SURFACE MOTION
 PU0042
 PU0042  HISTORY     - Date     Condition        Report By
 PU0042  HISTORY     - 1963     MONUMENTED       CGS
 PU0042
 PU0042                          STATION DESCRIPTION
 PU0042
 PU0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0042'6.8 MI NW FROM MARCUS.
 PU0042'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0042'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0042'ROAD, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 30,
 PU0042'T9N, R15E, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7
 PU0042'FEET EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH, AT
 PU0042'A WIRE GATE, 11 FEET SOUTH OF A POWER POLE, 1 1/2 FEET SOUTH OF A
 PU0042'FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 PU0042'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU0042'PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0340 ***********************************************************************
 OT0340  DESIGNATION -  Y 392
 OT0340  PID         -  OT0340
 OT0340  STATE/COUNTY-  SD/CUSTER
 OT0340  COUNTRY     -  US
 OT0340  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0340
 OT0340                         *CURRENT SURVEY CONTROL
 OT0340  ______________________________________________________________________
 OT0340* NAD 83(1986) POSITION- 43 35 00.     (N) 103 16 26.     (W)   SCALED
 OT0340* NAVD 88 ORTHO HEIGHT -  1023.279 (meters)     3357.21  (feet) ADJUSTED
 OT0340  ______________________________________________________________________
 OT0340  GEOID HEIGHT    -        -16.006 (meters)                     GEOID18
 OT0340  DYNAMIC HEIGHT  -       1022.881 (meters)     3355.90  (feet) COMP
 OT0340  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 OT0340
 OT0340  VERT ORDER      -  FIRST     CLASS II
 OT0340
 OT0340.The horizontal coordinates were scaled from a map and have
 OT0340.an estimated accuracy of +/- 6 seconds.
 OT0340
 OT0340.The orthometric height was determined by differential leveling and
 OT0340.adjusted by the NATIONAL GEODETIC SURVEY
 OT0340.in June 1991.
 OT0340
 OT0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0340.GEOID18 height accuracy estimate available here.
 OT0340
 OT0340.Click photographs - Photos may exist for this station.
 OT0340
 OT0340.The dynamic height is computed by dividing the NAVD 88
 OT0340.geopotential number by the normal gravity value computed on the
 OT0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0340.degrees latitude (g = 980.6199 gals.).
 OT0340
 OT0340.The modeled gravity was interpolated from observed gravity values.
 OT0340
 OT0340;                    North         East    Units  Estimated Accuracy
 OT0340;SPC SD S     -   143,070.      362,580.      MT  (+/- 180 meters Scaled)
 OT0340
 OT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ393270(NAD 83)
 OT0340
 OT0340                          SUPERSEDED SURVEY CONTROL
 OT0340
 OT0340  NGVD 29 (??/??/92) 1022.794  (m)         3355.62   (f) ADJ UNCH    1 2
 OT0340
 OT0340.Superseded values are not recommended for survey control.
 OT0340
 OT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0340.See file dsdata.pdf to determine how the superseded data were derived.
 OT0340
 OT0340_MARKER: DB = BENCH MARK DISK
 OT0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0340_STAMPING: Y 392 1963
 OT0340_MARK LOGO: CGS
 OT0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0340+STABILITY: SURFACE MOTION
 OT0340
 OT0340  HISTORY     - Date     Condition        Report By
 OT0340  HISTORY     - 1963     MONUMENTED       CGS
 OT0340
 OT0340                          STATION DESCRIPTION
 OT0340
 OT0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0340'7.2 MI N FROM BUFFALO GAP.
 OT0340'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLLS
 OT0340'BANK AT BUFFALO GAP, THENCE 7.15 MILES NORTH ALONG THE CHICAGO
 OT0340'AND NORTH WESTERN RAILWAY, OR 9.3 MILES SOUTHWEST ALONG THE
 OT0340'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION SIGN AT
 OT0340'FAIRBURN, 7 POLES SOUTH OF MILE POST 58, 2 POLES NORTH OF A
 OT0340'TRESTLE, IN SECTION 27, T 5 S, R 7 E, 44 FEET WEST OF THE WEST
 OT0340'RAIL, 12 FEET NORTHWEST OF A TELEPHONE POLE, 2 1/2 FEET EAST OF A
 OT0340'FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 OT0340'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 OT0340'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0222 ***********************************************************************
 PU0222  DESIGNATION -  Y 393
 PU0222  PID         -  PU0222
 PU0222  STATE/COUNTY-  SD/MEADE
 PU0222  COUNTRY     -  US
 PU0222  USGS QUAD   -  REED DAM (2017)
 PU0222
 PU0222                         *CURRENT SURVEY CONTROL
 PU0222  ______________________________________________________________________
 PU0222* NAD 83(1986) POSITION- 44 50 58.     (N) 102 08 56.     (W)   SCALED
 PU0222* NAVD 88 ORTHO HEIGHT -   720.565 (meters)     2364.05  (feet) ADJUSTED
 PU0222  ______________________________________________________________________
 PU0222  GEOID HEIGHT    -        -19.408 (meters)                     GEOID18
 PU0222  DYNAMIC HEIGHT  -        720.410 (meters)     2363.55  (feet) COMP
 PU0222  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 PU0222
 PU0222  VERT ORDER      -  SECOND    CLASS 0
 PU0222
 PU0222.The horizontal coordinates were scaled from a map and have
 PU0222.an estimated accuracy of +/- 6 seconds.
 PU0222
 PU0222.The orthometric height was determined by differential leveling and
 PU0222.adjusted by the NATIONAL GEODETIC SURVEY
 PU0222.in June 1991.
 PU0222
 PU0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0222.GEOID18 height accuracy estimate available here.
 PU0222
 PU0222.Click photographs - Photos may exist for this station.
 PU0222
 PU0222.The dynamic height is computed by dividing the NAVD 88
 PU0222.geopotential number by the normal gravity value computed on the
 PU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0222.degrees latitude (g = 980.6199 gals.).
 PU0222
 PU0222.The modeled gravity was interpolated from observed gravity values.
 PU0222
 PU0222;                    North         East    Units  Estimated Accuracy
 PU0222;SPC SD N     -   115,170.      430,150.      MT  (+/- 180 meters Scaled)
 PU0222
 PU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK252701(NAD 83)
 PU0222
 PU0222                          SUPERSEDED SURVEY CONTROL
 PU0222
 PU0222  NGVD 29 (??/??/92)  720.106  (m)         2362.55   (f) ADJ UNCH    2 0
 PU0222
 PU0222.Superseded values are not recommended for survey control.
 PU0222
 PU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0222.See file dsdata.pdf to determine how the superseded data were derived.
 PU0222
 PU0222_MARKER: DB = BENCH MARK DISK
 PU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0222_STAMPING: Y 393 1963
 PU0222_MARK LOGO: CGS
 PU0222_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0222+STABILITY: SURFACE MOTION
 PU0222
 PU0222  HISTORY     - Date     Condition        Report By
 PU0222  HISTORY     - 1963     MONUMENTED       CGS
 PU0222
 PU0222                          STATION DESCRIPTION
 PU0222
 PU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0222'17.4 MI SW FROM FAITH.
 PU0222'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 PU0222'FAITH, THENCE 0.35 MILE WEST ALONG U.S. HIGHWAY 212, THENCE
 PU0222'12.05 MILES SOUTH ALONG STATE HIGHWAY 73, THENCE 5.35 MILES
 PU0222'WST ALONG A GRADED DIRT ROAD, 93 FEET NORTHWEST OF THE CENTER
 PU0222'LINE OF THE ROAD, 49 FEET NORTHWEST OF A FENCE CORNER, 44 FEET
 PU0222'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 2 1/2 FEET
 PU0222'SOUTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 PU0222'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE
 PU0222'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0058 ***********************************************************************
 PU0058  DESIGNATION -  Y 394
 PU0058  PID         -  PU0058
 PU0058  STATE/COUNTY-  SD/MEADE
 PU0058  COUNTRY     -  US
 PU0058  USGS QUAD   -  OPAL EAST (2017)
 PU0058
 PU0058                         *CURRENT SURVEY CONTROL
 PU0058  ______________________________________________________________________
 PU0058* NAD 83(1986) POSITION- 44 53 32.     (N) 102 25 40.     (W)   SCALED
 PU0058* NAVD 88 ORTHO HEIGHT -   799.489 (meters)     2622.99  (feet) ADJUSTED
 PU0058  ______________________________________________________________________
 PU0058  GEOID HEIGHT    -        -18.557 (meters)                     GEOID18
 PU0058  DYNAMIC HEIGHT  -        799.314 (meters)     2622.42  (feet) COMP
 PU0058  MODELED GRAVITY -    980,371.6   (mgal)                       NAVD 88
 PU0058
 PU0058  VERT ORDER      -  SECOND    CLASS 0
 PU0058
 PU0058.The horizontal coordinates were scaled from a map and have
 PU0058.an estimated accuracy of +/- 6 seconds.
 PU0058
 PU0058.The orthometric height was determined by differential leveling and
 PU0058.adjusted by the NATIONAL GEODETIC SURVEY
 PU0058.in June 1991.
 PU0058
 PU0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0058.GEOID18 height accuracy estimate available here.
 PU0058
 PU0058.Click photographs - Photos may exist for this station.
 PU0058
 PU0058.The dynamic height is computed by dividing the NAVD 88
 PU0058.geopotential number by the normal gravity value computed on the
 PU0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0058.degrees latitude (g = 980.6199 gals.).
 PU0058
 PU0058.The modeled gravity was interpolated from observed gravity values.
 PU0058
 PU0058;                    North         East    Units  Estimated Accuracy
 PU0058;SPC SD N     -   120,540.      408,260.      MT  (+/- 180 meters Scaled)
 PU0058
 PU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK031741(NAD 83)
 PU0058
 PU0058                          SUPERSEDED SURVEY CONTROL
 PU0058
 PU0058  NGVD 29 (??/??/92)  799.027  (m)         2621.47   (f) ADJ UNCH    2 0
 PU0058
 PU0058.Superseded values are not recommended for survey control.
 PU0058
 PU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0058.See file dsdata.pdf to determine how the superseded data were derived.
 PU0058
 PU0058_MARKER: DB = BENCH MARK DISK
 PU0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0058_STAMPING: Y 394 1963
 PU0058_MARK LOGO: CGS
 PU0058_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0058+STABILITY: SURFACE MOTION
 PU0058
 PU0058  HISTORY     - Date     Condition        Report By
 PU0058  HISTORY     - 1963     MONUMENTED       CGS
 PU0058
 PU0058                          STATION DESCRIPTION
 PU0058
 PU0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0058'2.9 MI SE FROM OPAL.
 PU0058'ABOUT 2.9 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0058'POST OFFICE AT OPAL, 0.3 MILE WEST OF A BRIDGE, 61 1/2 FEET
 PU0058'NORTHEAST OF A TELEPHONE POLE, 43 FEET SOUTH OF THE CENTER LINE
 PU0058'OF THE ROAD, 18 FEET EAST OF THE CENTER OF A GATE, 1.8 FEET NORTH
 PU0058'OF A FENCE, 1 1/2 FEET SOUTHWEST OF A METAL WITNESS POST, 2 1/2
 PU0058'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PU0058'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0543 ***********************************************************************
 OT0543  DESIGNATION -  Y 396
 OT0543  PID         -  OT0543
 OT0543  STATE/COUNTY-  SD/FALL RIVER
 OT0543  COUNTRY     -  US
 OT0543  USGS QUAD   -  MINNEKAHTA (2017)
 OT0543
 OT0543                         *CURRENT SURVEY CONTROL
 OT0543  ______________________________________________________________________
 OT0543* NAD 83(1986) POSITION- 43 26 43.     (N) 103 41 11.     (W)   SCALED
 OT0543* NAVD 88 ORTHO HEIGHT -  1282.388 (meters)     4207.30  (feet) ADJUSTED
 OT0543  ______________________________________________________________________
 OT0543  GEOID HEIGHT    -        -14.818 (meters)                     GEOID18
 OT0543  DYNAMIC HEIGHT  -       1281.827 (meters)     4205.46  (feet) COMP
 OT0543  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 OT0543
 OT0543  VERT ORDER      -  FIRST     CLASS II
 OT0543
 OT0543.The horizontal coordinates were scaled from a map and have
 OT0543.an estimated accuracy of +/- 6 seconds.
 OT0543
 OT0543.The orthometric height was determined by differential leveling and
 OT0543.adjusted by the NATIONAL GEODETIC SURVEY
 OT0543.in June 1991.
 OT0543
 OT0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0543.GEOID18 height accuracy estimate available here.
 OT0543
 OT0543.Click photographs - Photos may exist for this station.
 OT0543
 OT0543.The dynamic height is computed by dividing the NAVD 88
 OT0543.geopotential number by the normal gravity value computed on the
 OT0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0543.degrees latitude (g = 980.6199 gals.).
 OT0543
 OT0543.The modeled gravity was interpolated from observed gravity values.
 OT0543
 OT0543;                    North         East    Units  Estimated Accuracy
 OT0543;SPC SD S     -   129,010.      328,670.      MT  (+/- 180 meters Scaled)
 OT0543
 OT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ062111(NAD 83)
 OT0543
 OT0543                          SUPERSEDED SURVEY CONTROL
 OT0543
 OT0543  NGVD 29 (??/??/92) 1281.811  (m)         4205.41   (f) ADJ UNCH    1 2
 OT0543
 OT0543.Superseded values are not recommended for survey control.
 OT0543
 OT0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0543.See file dsdata.pdf to determine how the superseded data were derived.
 OT0543
 OT0543_MARKER: DB = BENCH MARK DISK
 OT0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OT0543_STAMPING: Y 396 1963
 OT0543_MARK LOGO: CGS
 OT0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OT0543
 OT0543  HISTORY     - Date     Condition        Report By
 OT0543  HISTORY     - 1963     MONUMENTED       CGS
 OT0543  HISTORY     - 1985     GOOD             NGS
 OT0543
 OT0543                          STATION DESCRIPTION
 OT0543
 OT0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0543'0.8 MI N FROM MINNEKAHTA.
 OT0543'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0543'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION
 OT0543'18, T 7 S, R 4 E, 7 1/2 POLES SOUTH OF MILE POST 17, 44 FEET WEST
 OT0543'OF THE WEST RAIL, 2 FEET EAST OF A FENCE, 1.2 FEET NORTH OF A METAL
 OT0543'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, AND ON
 OT0543'THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
 OT0543
 OT0543                          STATION RECOVERY (1985)
 OT0543
 OT0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0885 ***********************************************************************
 PU0885  DESIGNATION -  Y 401
 PU0885  PID         -  PU0885
 PU0885  STATE/COUNTY-  SD/MEADE
 PU0885  COUNTRY     -  US
 PU0885  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0885
 PU0885                         *CURRENT SURVEY CONTROL
 PU0885  ______________________________________________________________________
 PU0885* NAD 83(1986) POSITION- 44 35 54.     (N) 102 48 14.     (W)   SCALED
 PU0885* NAVD 88 ORTHO HEIGHT -   856.260 (meters)     2809.25  (feet) ADJUSTED
 PU0885  ______________________________________________________________________
 PU0885  GEOID HEIGHT    -        -17.819 (meters)                     GEOID18
 PU0885  DYNAMIC HEIGHT  -        856.034 (meters)     2808.50  (feet) COMP
 PU0885  MODELED GRAVITY -    980,324.7   (mgal)                       NAVD 88
 PU0885
 PU0885  VERT ORDER      -  SECOND    CLASS 0
 PU0885
 PU0885.The horizontal coordinates were scaled from a map and have
 PU0885.an estimated accuracy of +/- 6 seconds.
 PU0885
 PU0885.The orthometric height was determined by differential leveling and
 PU0885.adjusted by the NATIONAL GEODETIC SURVEY
 PU0885.in June 1991.
 PU0885
 PU0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0885.GEOID18 height accuracy estimate available here.
 PU0885
 PU0885.Click photographs - Photos may exist for this station.
 PU0885
 PU0885.The dynamic height is computed by dividing the NAVD 88
 PU0885.geopotential number by the normal gravity value computed on the
 PU0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0885.degrees latitude (g = 980.6199 gals.).
 PU0885
 PU0885.The modeled gravity was interpolated from observed gravity values.
 PU0885
 PU0885;                    North         East    Units  Estimated Accuracy
 PU0885;SPC SD N     -    88,860.      377,430.      MT  (+/- 180 meters Scaled)
 PU0885
 PU0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK742406(NAD 83)
 PU0885
 PU0885                          SUPERSEDED SURVEY CONTROL
 PU0885
 PU0885  NGVD 29 (??/??/92)  855.791  (m)         2807.71   (f) ADJ UNCH    2 0
 PU0885
 PU0885.Superseded values are not recommended for survey control.
 PU0885
 PU0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0885.See file dsdata.pdf to determine how the superseded data were derived.
 PU0885
 PU0885_MARKER: DB = BENCH MARK DISK
 PU0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0885_STAMPING: Y 401 1962
 PU0885_MARK LOGO: CGS
 PU0885_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0885+STABILITY: SURFACE MOTION
 PU0885
 PU0885  HISTORY     - Date     Condition        Report By
 PU0885  HISTORY     - 1962     MONUMENTED       CGS
 PU0885
 PU0885                          STATION DESCRIPTION
 PU0885
 PU0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0885'11.2 MI S FROM FAIRPOINT.
 PU0885'11.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE STORE AT FAIRPOINT,
 PU0885'0.4 MILE SOUTH OF THE JUNCTION OF A ROAD EAST, 42 FEET EAST OF
 PU0885'THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A TELEPHONE
 PU0885'POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0885'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PU0885'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0769 ***********************************************************************
 PU0769  DESIGNATION -  Y 402
 PU0769  PID         -  PU0769
 PU0769  STATE/COUNTY-  SD/MEADE
 PU0769  COUNTRY     -  US
 PU0769  USGS QUAD   -  FROZEN MAN CREEK (2017)
 PU0769
 PU0769                         *CURRENT SURVEY CONTROL
 PU0769  ______________________________________________________________________
 PU0769* NAD 83(1986) POSITION- 44 52 42.     (N) 102 45 25.     (W)   SCALED
 PU0769* NAVD 88 ORTHO HEIGHT -   792.719 (meters)     2600.78  (feet) ADJUSTED
 PU0769  ______________________________________________________________________
 PU0769  GEOID HEIGHT    -        -17.726 (meters)                     GEOID18
 PU0769  DYNAMIC HEIGHT  -        792.549 (meters)     2600.22  (feet) COMP
 PU0769  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 PU0769
 PU0769  VERT ORDER      -  SECOND    CLASS 0
 PU0769
 PU0769.The horizontal coordinates were scaled from a map and have
 PU0769.an estimated accuracy of +/- 6 seconds.
 PU0769
 PU0769.The orthometric height was determined by differential leveling and
 PU0769.adjusted by the NATIONAL GEODETIC SURVEY
 PU0769.in June 1991.
 PU0769
 PU0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0769.GEOID18 height accuracy estimate available here.
 PU0769
 PU0769.Click photographs - Photos may exist for this station.
 PU0769
 PU0769.The dynamic height is computed by dividing the NAVD 88
 PU0769.geopotential number by the normal gravity value computed on the
 PU0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0769.degrees latitude (g = 980.6199 gals.).
 PU0769
 PU0769.The modeled gravity was interpolated from observed gravity values.
 PU0769
 PU0769;                    North         East    Units  Estimated Accuracy
 PU0769;SPC SD N     -   119,830.      382,220.      MT  (+/- 180 meters Scaled)
 PU0769
 PU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK771718(NAD 83)
 PU0769
 PU0769                          SUPERSEDED SURVEY CONTROL
 PU0769
 PU0769  NGVD 29 (??/??/92)  792.253  (m)         2599.25   (f) ADJ UNCH    2 0
 PU0769
 PU0769.Superseded values are not recommended for survey control.
 PU0769
 PU0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0769.See file dsdata.pdf to determine how the superseded data were derived.
 PU0769
 PU0769_MARKER: DB = BENCH MARK DISK
 PU0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0769_STAMPING: Y 402 1962
 PU0769_MARK LOGO: CGS
 PU0769_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0769+STABILITY: SURFACE MOTION
 PU0769
 PU0769  HISTORY     - Date     Condition        Report By
 PU0769  HISTORY     - 1962     MONUMENTED       CGS
 PU0769
 PU0769                          STATION DESCRIPTION
 PU0769
 PU0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0769'8 MI E FROM SULPHUR.
 PU0769'8.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, ON TOP OF
 PU0769'A SMALL HILL, 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PU0769'15 FEET EAST OF THE CENTER OF A GATE, 31.7 FEET EAST OF A
 PU0769'POWER POLE, 2.2 FEET NORTH OF A FENCE, 2.8 FEET WEST OF A
 PU0769'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU0769'CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0718 ***********************************************************************
 PU0718  DESIGNATION -  Y 403
 PU0718  PID         -  PU0718
 PU0718  STATE/COUNTY-  SD/MEADE
 PU0718  COUNTRY     -  US
 PU0718  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU0718
 PU0718                         *CURRENT SURVEY CONTROL
 PU0718  ______________________________________________________________________
 PU0718* NAD 83(1986) POSITION- 44 51 50.     (N) 102 55 55.     (W)   SCALED
 PU0718* NAVD 88 ORTHO HEIGHT -   855.630 (meters)     2807.18  (feet) ADJUSTED
 PU0718  ______________________________________________________________________
 PU0718  GEOID HEIGHT    -        -17.348 (meters)                     GEOID18
 PU0718  DYNAMIC HEIGHT  -        855.445 (meters)     2806.57  (feet) COMP
 PU0718  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 PU0718
 PU0718  VERT ORDER      -  SECOND    CLASS 0
 PU0718
 PU0718.The horizontal coordinates were scaled from a map and have
 PU0718.an estimated accuracy of +/- 6 seconds.
 PU0718
 PU0718.The orthometric height was determined by differential leveling and
 PU0718.adjusted by the NATIONAL GEODETIC SURVEY
 PU0718.in June 1991.
 PU0718
 PU0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0718.GEOID18 height accuracy estimate available here.
 PU0718
 PU0718.Click photographs - Photos may exist for this station.
 PU0718
 PU0718.The dynamic height is computed by dividing the NAVD 88
 PU0718.geopotential number by the normal gravity value computed on the
 PU0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0718.degrees latitude (g = 980.6199 gals.).
 PU0718
 PU0718.The modeled gravity was interpolated from observed gravity values.
 PU0718
 PU0718;                    North         East    Units  Estimated Accuracy
 PU0718;SPC SD N     -   118,710.      368,340.      MT  (+/- 180 meters Scaled)
 PU0718
 PU0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK633699(NAD 83)
 PU0718
 PU0718                          SUPERSEDED SURVEY CONTROL
 PU0718
 PU0718  NGVD 29 (??/??/92)  855.161  (m)         2805.64   (f) ADJ UNCH    2 0
 PU0718
 PU0718.Superseded values are not recommended for survey control.
 PU0718
 PU0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0718.See file dsdata.pdf to determine how the superseded data were derived.
 PU0718
 PU0718_MARKER: DB = BENCH MARK DISK
 PU0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0718_STAMPING: Y 403 1962
 PU0718_MARK LOGO: CGS
 PU0718_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0718+STABILITY: SURFACE MOTION
 PU0718
 PU0718  HISTORY     - Date     Condition        Report By
 PU0718  HISTORY     - 1962     MONUMENTED       CGS
 PU0718
 PU0718                          STATION DESCRIPTION
 PU0718
 PU0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0718'1.4 MI SW FROM SULPHUR.
 PU0718'1.4 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0718'SULPHUR, AT THE JUNCTION OF A ROAD WEST TO OLSON RANCH, 41 FEET
 PU0718'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHWEST
 PU0718'OF THE CENTER OF A GATE, 2.4 FEET SOUTHWEST OF A FENCE CORNER,
 PU0718'2.0 FEET SOUTHEAST OF A WITNESS POST, 41 FEET SOUTHEAST OF THE
 PU0718'CENTER OF THE JUNCTION, ABOUT LEVEL WITH THE ROAD, AND SET
 PU0718'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PU0718'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0806 ***********************************************************************
 PU0806  DESIGNATION -  Y 404
 PU0806  PID         -  PU0806
 PU0806  STATE/COUNTY-  SD/MEADE
 PU0806  COUNTRY     -  US
 PU0806  USGS QUAD   -  BIG DRAW (2017)
 PU0806
 PU0806                         *CURRENT SURVEY CONTROL
 PU0806  ______________________________________________________________________
 PU0806* NAD 83(1986) POSITION- 44 45 45.     (N) 102 39 16.     (W)   SCALED
 PU0806* NAVD 88 ORTHO HEIGHT -   871.910 (meters)     2860.59  (feet) ADJUSTED
 PU0806  ______________________________________________________________________
 PU0806  GEOID HEIGHT    -        -18.028 (meters)                     GEOID18
 PU0806  DYNAMIC HEIGHT  -        871.708 (meters)     2859.93  (feet) COMP
 PU0806  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 PU0806
 PU0806  VERT ORDER      -  SECOND    CLASS 0
 PU0806
 PU0806.The horizontal coordinates were scaled from a map and have
 PU0806.an estimated accuracy of +/- 6 seconds.
 PU0806
 PU0806.The orthometric height was determined by differential leveling and
 PU0806.adjusted by the NATIONAL GEODETIC SURVEY
 PU0806.in June 1991.
 PU0806
 PU0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0806.GEOID18 height accuracy estimate available here.
 PU0806
 PU0806.Click photographs - Photos may exist for this station.
 PU0806
 PU0806.The dynamic height is computed by dividing the NAVD 88
 PU0806.geopotential number by the normal gravity value computed on the
 PU0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0806.degrees latitude (g = 980.6199 gals.).
 PU0806
 PU0806.The modeled gravity was interpolated from observed gravity values.
 PU0806
 PU0806;                    North         East    Units  Estimated Accuracy
 PU0806;SPC SD N     -   106,700.      389,890.      MT  (+/- 180 meters Scaled)
 PU0806
 PU0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK856592(NAD 83)
 PU0806
 PU0806                          SUPERSEDED SURVEY CONTROL
 PU0806
 PU0806  NGVD 29 (??/??/92)  871.447  (m)         2859.07   (f) ADJ UNCH    2 0
 PU0806
 PU0806.Superseded values are not recommended for survey control.
 PU0806
 PU0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0806.See file dsdata.pdf to determine how the superseded data were derived.
 PU0806
 PU0806_MARKER: DR = REFERENCE MARK DISK
 PU0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0806_STAMPING: Y 404 1962
 PU0806_MARK LOGO: CGS
 PU0806_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0806+STABILITY: SURFACE MOTION
 PU0806
 PU0806  HISTORY     - Date     Condition        Report By
 PU0806  HISTORY     - 1962     MONUMENTED       CGS
 PU0806
 PU0806                          STATION DESCRIPTION
 PU0806
 PU0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0806'2.2 MI N FROM STONEVILLE.
 PU0806'2.15 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0806'STONEVILLE, 0.1 MILE NORTH OF ABANDONED FARM BUILDINGS AND A
 PU0806'WINDMILL, 52 FEET WEST OF THE CENTER LINE OF THE ROAD, 19 FEET
 PU0806'SOUTH OF A TELEPHONE POLE, 18 FEET NORTH OF THE CENTER OF A
 PU0806'GATE AND TRACK ROAD WEST, 2.3 FEET WEST OF A FENCE, 2.3 FEET
 PU0806'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU0806'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1016 ***********************************************************************
 PU1016  DESIGNATION -  Y 405
 PU1016  PID         -  PU1016
 PU1016  STATE/COUNTY-  SD/MEADE
 PU1016  COUNTRY     -  US
 PU1016  USGS QUAD   -  ENNING (2017)
 PU1016
 PU1016                         *CURRENT SURVEY CONTROL
 PU1016  ______________________________________________________________________
 PU1016* NAD 83(1986) POSITION- 44 35 26.     (N) 102 33 47.     (W)   SCALED
 PU1016* NAVD 88 ORTHO HEIGHT -   911.557 (meters)     2990.67  (feet) ADJUSTED
 PU1016  ______________________________________________________________________
 PU1016  GEOID HEIGHT    -        -18.400 (meters)                     GEOID18
 PU1016  DYNAMIC HEIGHT  -        911.305 (meters)     2989.84  (feet) COMP
 PU1016  MODELED GRAVITY -    980,310.4   (mgal)                       NAVD 88
 PU1016
 PU1016  VERT ORDER      -  SECOND    CLASS 0
 PU1016
 PU1016.The horizontal coordinates were scaled from a map and have
 PU1016.an estimated accuracy of +/- 6 seconds.
 PU1016
 PU1016.The orthometric height was determined by differential leveling and
 PU1016.adjusted by the NATIONAL GEODETIC SURVEY
 PU1016.in June 1991.
 PU1016
 PU1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1016.GEOID18 height accuracy estimate available here.
 PU1016
 PU1016.Click photographs - Photos may exist for this station.
 PU1016
 PU1016.The dynamic height is computed by dividing the NAVD 88
 PU1016.geopotential number by the normal gravity value computed on the
 PU1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1016.degrees latitude (g = 980.6199 gals.).
 PU1016
 PU1016.The modeled gravity was interpolated from observed gravity values.
 PU1016
 PU1016;                    North         East    Units  Estimated Accuracy
 PU1016;SPC SD N     -    87,370.      396,520.      MT  (+/- 180 meters Scaled)
 PU1016
 PU1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK934403(NAD 83)
 PU1016
 PU1016                          SUPERSEDED SURVEY CONTROL
 PU1016
 PU1016  NGVD 29 (??/??/92)  911.075  (m)         2989.09   (f) ADJ UNCH    2 0
 PU1016
 PU1016.Superseded values are not recommended for survey control.
 PU1016
 PU1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1016.See file dsdata.pdf to determine how the superseded data were derived.
 PU1016
 PU1016_MARKER: DB = BENCH MARK DISK
 PU1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1016_STAMPING: Y 405 1962
 PU1016_MARK LOGO: CGS
 PU1016_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1016+STABILITY: SURFACE MOTION
 PU1016
 PU1016  HISTORY     - Date     Condition        Report By
 PU1016  HISTORY     - 1962     MONUMENTED       CGS
 PU1016
 PU1016                          STATION DESCRIPTION
 PU1016
 PU1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1016'1 MI N FROM ENNING.
 PU1016'1.0 MILES NORTH ALONG A COUNTY GRAVELED ROAD FROM THE POST
 PU1016'OFFICE AND STORE AT ENNING, 0.05 MILE SOUTH OF THE JUNCTION OF
 PU1016'A DRIVEWAY EAST TO A HOUSE, AT THE T JUNCTION OF POWER LINES, 41
 PU1016'FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF POWER
 PU1016'LINE POLE 415, 9 FEET EAST OF A FENCE JUNCTION, 1.9 FEET SOUTH
 PU1016'OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE ROAD, AND SET
 PU1016'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PU1016'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2057 ***********************************************************************
 PU2057  DESIGNATION -  Y 406
 PU2057  PID         -  PU2057
 PU2057  STATE/COUNTY-  SD/BUTTE
 PU2057  COUNTRY     -  US
 PU2057  USGS QUAD   -  NISLAND (2017)
 PU2057
 PU2057                         *CURRENT SURVEY CONTROL
 PU2057  ______________________________________________________________________
 PU2057* NAD 83(1986) POSITION- 44 37 41.     (N) 103 32 53.     (W)   SCALED
 PU2057* NAVD 88 ORTHO HEIGHT -   920.681 (meters)     3020.60  (feet) ADJUSTED
 PU2057  ______________________________________________________________________
 PU2057  GEOID HEIGHT    -        -15.912 (meters)                     GEOID18
 PU2057  DYNAMIC HEIGHT  -        920.432 (meters)     3019.78  (feet) COMP
 PU2057  MODELED GRAVITY -    980,315.5   (mgal)                       NAVD 88
 PU2057
 PU2057  VERT ORDER      -  SECOND    CLASS 0
 PU2057
 PU2057.The horizontal coordinates were scaled from a map and have
 PU2057.an estimated accuracy of +/- 6 seconds.
 PU2057
 PU2057.The orthometric height was determined by differential leveling and
 PU2057.adjusted by the NATIONAL GEODETIC SURVEY
 PU2057.in June 1991.
 PU2057
 PU2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2057.GEOID18 height accuracy estimate available here.
 PU2057
 PU2057.Click photographs - Photos may exist for this station.
 PU2057
 PU2057.The dynamic height is computed by dividing the NAVD 88
 PU2057.geopotential number by the normal gravity value computed on the
 PU2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2057.degrees latitude (g = 980.6199 gals.).
 PU2057
 PU2057.The modeled gravity was interpolated from observed gravity values.
 PU2057
 PU2057;                    North         East    Units  Estimated Accuracy
 PU2057;SPC SD N     -    94,480.      318,540.      MT  (+/- 180 meters Scaled)
 PU2057
 PU2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK151426(NAD 83)
 PU2057
 PU2057                          SUPERSEDED SURVEY CONTROL
 PU2057
 PU2057  NGVD 29 (??/??/92)  920.195  (m)         3019.01   (f) ADJ UNCH    2 0
 PU2057
 PU2057.Superseded values are not recommended for survey control.
 PU2057
 PU2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2057.See file dsdata.pdf to determine how the superseded data were derived.
 PU2057
 PU2057_MARKER: DB = BENCH MARK DISK
 PU2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2057_STAMPING: Y 406 1962
 PU2057_MARK LOGO: CGS
 PU2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2057+STABILITY: SURFACE MOTION
 PU2057
 PU2057  HISTORY     - Date     Condition        Report By
 PU2057  HISTORY     - 1962     MONUMENTED       CGS
 PU2057
 PU2057                          STATION DESCRIPTION
 PU2057
 PU2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2057'3.8 MI S FROM NISLAND.
 PU2057'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2057'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 2.45
 PU2057'MILES SOUTH, 0.4 MILE SOUTH OF THE JUNCTION OF A ROAD EAST,
 PU2057'32 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 40.0 FEET NORTH
 PU2057'OF THE JUNCTION OF A FENCE LINE EAST, 39 FEET SOUTH OF THE
 PU2057'CENTER LINE OF A DRIVEWAY EAST TO A RANCH HOUSE, 2.4 FEET
 PU2057'WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 PU2057'WITH ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1136 ***********************************************************************
 PU1136  DESIGNATION -  Y 407
 PU1136  PID         -  PU1136
 PU1136  STATE/COUNTY-  SD/MEADE
 PU1136  COUNTRY     -  US
 PU1136  USGS QUAD   -  VALE (2017)
 PU1136
 PU1136                         *CURRENT SURVEY CONTROL
 PU1136  ______________________________________________________________________
 PU1136* NAD 83(1986) POSITION- 44 31 26.     (N) 103 26 50.     (W)   SCALED
 PU1136* NAVD 88 ORTHO HEIGHT -   905.469 (meters)     2970.69  (feet) ADJUSTED
 PU1136  ______________________________________________________________________
 PU1136  GEOID HEIGHT    -        -15.984 (meters)                     GEOID18
 PU1136  DYNAMIC HEIGHT  -        905.209 (meters)     2969.84  (feet) COMP
 PU1136  MODELED GRAVITY -    980,299.3   (mgal)                       NAVD 88
 PU1136
 PU1136  VERT ORDER      -  SECOND    CLASS 0
 PU1136
 PU1136.The horizontal coordinates were scaled from a map and have
 PU1136.an estimated accuracy of +/- 6 seconds.
 PU1136
 PU1136.The orthometric height was determined by differential leveling and
 PU1136.adjusted by the NATIONAL GEODETIC SURVEY
 PU1136.in June 1991.
 PU1136
 PU1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1136.GEOID18 height accuracy estimate available here.
 PU1136
 PU1136.Click photographs - Photos may exist for this station.
 PU1136
 PU1136.The dynamic height is computed by dividing the NAVD 88
 PU1136.geopotential number by the normal gravity value computed on the
 PU1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1136.degrees latitude (g = 980.6199 gals.).
 PU1136
 PU1136.The modeled gravity was interpolated from observed gravity values.
 PU1136
 PU1136;                    North         East    Units  Estimated Accuracy
 PU1136;SPC SD N     -    82,570.      326,040.      MT  (+/- 180 meters Scaled)
 PU1136
 PU1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK233312(NAD 83)
 PU1136
 PU1136                          SUPERSEDED SURVEY CONTROL
 PU1136
 PU1136  NGVD 29 (??/??/92)  904.970  (m)         2969.06   (f) ADJ UNCH    2 0
 PU1136
 PU1136.Superseded values are not recommended for survey control.
 PU1136
 PU1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1136.See file dsdata.pdf to determine how the superseded data were derived.
 PU1136
 PU1136_MARKER: DB = BENCH MARK DISK
 PU1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1136_STAMPING: Y 407 1962
 PU1136_MARK LOGO: CGS
 PU1136_PROJECTION: PROJECTING 9 CENTIMETERS
 PU1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1136+STABILITY: SURFACE MOTION
 PU1136
 PU1136  HISTORY     - Date     Condition        Report By
 PU1136  HISTORY     - 1962     MONUMENTED       CGS
 PU1136
 PU1136                          STATION DESCRIPTION
 PU1136
 PU1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1136'8.4 MI S FROM VALE.
 PU1136'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE, THENCE
 PU1136'7.15 MILES SOUTH ALONG STATE HIGHWAY 79, 0.2 MILE NORTH OF
 PU1136'HISTORICAL MARKER DEATH OF THE BISMARK TRAIL, 74 FEET WEST
 PU1136'OF THE CENTER LINE OF THE HIGHWAY, 81 FEET NORTHWEST OF THE WEST
 PU1136'END OF A PIPE CULVERT, 24 FEET NORTH OF A WIRE GATE, 1.8 FEET
 PU1136'WEST OF A FENCE, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 2
 PU1136'FEET BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 PU1136'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0662 ***********************************************************************
 PU0662  DESIGNATION -  Y 408
 PU0662  PID         -  PU0662
 PU0662  STATE/COUNTY-  SD/MEADE
 PU0662  COUNTRY     -  US
 PU0662  USGS QUAD   -  HEREFORD NE (2017)
 PU0662
 PU0662                         *CURRENT SURVEY CONTROL
 PU0662  ______________________________________________________________________
 PU0662* NAD 83(1986) POSITION- 44 23 13.     (N) 102 52 09.     (W)   SCALED
 PU0662* NAVD 88 ORTHO HEIGHT -   805.994 (meters)     2644.33  (feet) ADJUSTED
 PU0662  ______________________________________________________________________
 PU0662  GEOID HEIGHT    -        -17.658 (meters)                     GEOID18
 PU0662  DYNAMIC HEIGHT  -        805.776 (meters)     2643.62  (feet) COMP
 PU0662  MODELED GRAVITY -    980,320.2   (mgal)                       NAVD 88
 PU0662
 PU0662  VERT ORDER      -  SECOND    CLASS 0
 PU0662
 PU0662.The horizontal coordinates were scaled from a map and have
 PU0662.an estimated accuracy of +/- 6 seconds.
 PU0662
 PU0662.The orthometric height was determined by differential leveling and
 PU0662.adjusted by the NATIONAL GEODETIC SURVEY
 PU0662.in June 1991.
 PU0662
 PU0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0662.GEOID18 height accuracy estimate available here.
 PU0662
 PU0662.Click photographs - Photos may exist for this station.
 PU0662
 PU0662.The dynamic height is computed by dividing the NAVD 88
 PU0662.geopotential number by the normal gravity value computed on the
 PU0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0662.degrees latitude (g = 980.6199 gals.).
 PU0662
 PU0662.The modeled gravity was interpolated from observed gravity values.
 PU0662
 PU0662;                    North         East    Units  Estimated Accuracy
 PU0662;SPC SD N     -    65,570.      371,420.      MT  (+/- 180 meters Scaled)
 PU0662
 PU0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK697170(NAD 83)
 PU0662
 PU0662                          SUPERSEDED SURVEY CONTROL
 PU0662
 PU0662  NGVD 29 (??/??/92)  805.536  (m)         2642.83   (f) ADJ UNCH    2 0
 PU0662
 PU0662.Superseded values are not recommended for survey control.
 PU0662
 PU0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0662.See file dsdata.pdf to determine how the superseded data were derived.
 PU0662
 PU0662_MARKER: DB = BENCH MARK DISK
 PU0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0662_STAMPING: Y 408 1962
 PU0662_MARK LOGO: CGS
 PU0662_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0662+STABILITY: SURFACE MOTION
 PU0662
 PU0662  HISTORY     - Date     Condition        Report By
 PU0662  HISTORY     - 1962     MONUMENTED       CGS
 PU0662
 PU0662                          STATION DESCRIPTION
 PU0662
 PU0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0662'1.4 MI E FROM HEREFORD.
 PU0662'1.4 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0662'0.2 MILE WEST OF A NORTH-SOUTH CROSS ROAD, 45.9 FEET
 PU0662'NORTH-NORTHWEST OF HEREFORD COMMUNITY HALL, 38 1/2 FEET SOUTH
 PU0662'OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET NORTHEAST OF A POWER
 PU0662'POLE WITH TWO GUY WIRES AND A TRANSFORMER, 1.6 FEET SOUTHWEST
 PU0662'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 PU0662'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1008 ***********************************************************************
 PU1008  DESIGNATION -  Y 409
 PU1008  PID         -  PU1008
 PU1008  STATE/COUNTY-  SD/MEADE
 PU1008  COUNTRY     -  US
 PU1008  USGS QUAD   -  REDOWL (2017)
 PU1008
 PU1008                         *CURRENT SURVEY CONTROL
 PU1008  ______________________________________________________________________
 PU1008* NAD 83(1986) POSITION- 44 38 52.     (N) 102 33 46.     (W)   SCALED
 PU1008* NAVD 88 ORTHO HEIGHT -   904.551 (meters)     2967.68  (feet) ADJUSTED
 PU1008  ______________________________________________________________________
 PU1008  GEOID HEIGHT    -        -18.353 (meters)                     GEOID18
 PU1008  DYNAMIC HEIGHT  -        904.312 (meters)     2966.90  (feet) COMP
 PU1008  MODELED GRAVITY -    980,323.3   (mgal)                       NAVD 88
 PU1008
 PU1008  VERT ORDER      -  SECOND    CLASS 0
 PU1008
 PU1008.The horizontal coordinates were scaled from a map and have
 PU1008.an estimated accuracy of +/- 6 seconds.
 PU1008
 PU1008.The orthometric height was determined by differential leveling and
 PU1008.adjusted by the NATIONAL GEODETIC SURVEY
 PU1008.in June 1991.
 PU1008
 PU1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1008.GEOID18 height accuracy estimate available here.
 PU1008
 PU1008.Click photographs - Photos may exist for this station.
 PU1008
 PU1008.The dynamic height is computed by dividing the NAVD 88
 PU1008.geopotential number by the normal gravity value computed on the
 PU1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1008.degrees latitude (g = 980.6199 gals.).
 PU1008
 PU1008.The modeled gravity was interpolated from observed gravity values.
 PU1008
 PU1008;                    North         East    Units  Estimated Accuracy
 PU1008;SPC SD N     -    93,720.      396,740.      MT  (+/- 180 meters Scaled)
 PU1008
 PU1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK932467(NAD 83)
 PU1008
 PU1008                          SUPERSEDED SURVEY CONTROL
 PU1008
 PU1008  NGVD 29 (??/??/92)  904.074  (m)         2966.12   (f) ADJ UNCH    2 0
 PU1008
 PU1008.Superseded values are not recommended for survey control.
 PU1008
 PU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1008.See file dsdata.pdf to determine how the superseded data were derived.
 PU1008
 PU1008_MARKER: DB = BENCH MARK DISK
 PU1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1008_STAMPING: Y 409 1962
 PU1008_MARK LOGO: CGS
 PU1008_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1008+STABILITY: SURFACE MOTION
 PU1008
 PU1008  HISTORY     - Date     Condition        Report By
 PU1008  HISTORY     - 1962     MONUMENTED       CGS
 PU1008
 PU1008                          STATION DESCRIPTION
 PU1008
 PU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1008'3.6 MI S FROM RED OWL.
 PU1008'3.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE POST OFFICE
 PU1008'AND STORE AT RED OWL, 40 FEET SOUTHEAST OF THE CENTER OF THE
 PU1008'JUNCTION OF A TRACK ROAD LEADING EAST, 49 FEET EAST OF THE
 PU1008'CENTER LINE OF THE ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE
 PU1008'ROAD EAST, 1.4 FEET WEST OF A FENCE, 2 1/2 FEET SOUTHWEST OF A
 PU1008'FENCE CORNER, 2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2.4
 PU1008'FEET NORTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD,
 PU1008'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PU1008'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0937 ***********************************************************************
 PU0937  DESIGNATION -  Y 410
 PU0937  PID         -  PU0937
 PU0937  STATE/COUNTY-  SD/MEADE
 PU0937  COUNTRY     -  US
 PU0937  USGS QUAD   -  FAIRPOINT SE (2017)
 PU0937
 PU0937                         *CURRENT SURVEY CONTROL
 PU0937  ______________________________________________________________________
 PU0937* NAD 83(1986) POSITION- 44 33 39.     (N) 102 46 58.     (W)   SCALED
 PU0937* NAVD 88 ORTHO HEIGHT -   836.784 (meters)     2745.35  (feet) ADJUSTED
 PU0937  ______________________________________________________________________
 PU0937  GEOID HEIGHT    -        -17.901 (meters)                     GEOID18
 PU0937  DYNAMIC HEIGHT  -        836.559 (meters)     2744.61  (feet) COMP
 PU0937  MODELED GRAVITY -    980,320.3   (mgal)                       NAVD 88
 PU0937
 PU0937  VERT ORDER      -  SECOND    CLASS 0
 PU0937
 PU0937.The horizontal coordinates were scaled from a map and have
 PU0937.an estimated accuracy of +/- 6 seconds.
 PU0937
 PU0937.The orthometric height was determined by differential leveling and
 PU0937.adjusted by the NATIONAL GEODETIC SURVEY
 PU0937.in June 1991.
 PU0937
 PU0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0937.GEOID18 height accuracy estimate available here.
 PU0937
 PU0937.Click photographs - Photos may exist for this station.
 PU0937
 PU0937.The dynamic height is computed by dividing the NAVD 88
 PU0937.geopotential number by the normal gravity value computed on the
 PU0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0937.degrees latitude (g = 980.6199 gals.).
 PU0937
 PU0937.The modeled gravity was interpolated from observed gravity values.
 PU0937
 PU0937;                    North         East    Units  Estimated Accuracy
 PU0937;SPC SD N     -    84,640.      378,970.      MT  (+/- 180 meters Scaled)
 PU0937
 PU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK760365(NAD 83)
 PU0937
 PU0937                          SUPERSEDED SURVEY CONTROL
 PU0937
 PU0937  NGVD 29 (??/??/92)  836.313  (m)         2743.80   (f) ADJ UNCH    2 0
 PU0937
 PU0937.Superseded values are not recommended for survey control.
 PU0937
 PU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0937.See file dsdata.pdf to determine how the superseded data were derived.
 PU0937
 PU0937_MARKER: DB = BENCH MARK DISK
 PU0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0937_STAMPING: Y 410 1962
 PU0937_MARK LOGO: CGS
 PU0937_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0937+STABILITY: SURFACE MOTION
 PU0937
 PU0937  HISTORY     - Date     Condition        Report By
 PU0937  HISTORY     - 1962     MONUMENTED       CGS
 PU0937
 PU0937                          STATION DESCRIPTION
 PU0937
 PU0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0937'5.8 MI W FROM UNION CENTER.
 PU0937'4.0 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0937'CENTER, THENCE 1.8 MILES WEST ALONG A GRAVEL ROAD, 52 FEET SOUTH
 PU0937'OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF THE JUNCTION OF
 PU0937'A FENCE LINE SOUTH, 3 1/2 FEET WEST OF A POWER POLE, 19 1/2 FEET
 PU0937'EAST OF THE EAST END OF A GATE, 2.2 FEET NORTH OF A WITNESS
 PU0937'POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A
 PU0937'CONCRETE POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2445 ***********************************************************************
 PU2445  DESIGNATION -  Y 411 RESET
 PU2445  PID         -  PU2445
 PU2445  STATE/COUNTY-  SD/MEADE
 PU2445  COUNTRY     -  US
 PU2445  USGS QUAD   -  PLAINVIEW (2017)
 PU2445
 PU2445                         *CURRENT SURVEY CONTROL
 PU2445  ______________________________________________________________________
 PU2445* NAD 83(1986) POSITION- 44 36 12.     (N) 102 12 22.     (W)   SCALED
 PU2445* NAVD 88 ORTHO HEIGHT -   743.144 (meters)     2438.13  (feet) ADJUSTED
 PU2445  ______________________________________________________________________
 PU2445  GEOID HEIGHT    -        -19.373 (meters)                     GEOID18
 PU2445  DYNAMIC HEIGHT  -        742.967 (meters)     2437.55  (feet) COMP
 PU2445  MODELED GRAVITY -    980,355.0   (mgal)                       NAVD 88
 PU2445
 PU2445  VERT ORDER      -  FIRST     CLASS II
 PU2445
 PU2445.The horizontal coordinates were scaled from a map and have
 PU2445.an estimated accuracy of +/- 6 seconds.
 PU2445
 PU2445.The orthometric height was determined by differential leveling and
 PU2445.adjusted by the NATIONAL GEODETIC SURVEY
 PU2445.in October 1997.
 PU2445
 PU2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2445.GEOID18 height accuracy estimate available here.
 PU2445
 PU2445.Click photographs - Photos may exist for this station.
 PU2445
 PU2445.The dynamic height is computed by dividing the NAVD 88
 PU2445.geopotential number by the normal gravity value computed on the
 PU2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2445.degrees latitude (g = 980.6199 gals.).
 PU2445
 PU2445.The modeled gravity was interpolated from observed gravity values.
 PU2445
 PU2445;                    North         East    Units  Estimated Accuracy
 PU2445;SPC SD N     -    87,950.      424,890.      MT  (+/- 180 meters Scaled)
 PU2445
 PU2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK217426(NAD 83)
 PU2445
 PU2445                          SUPERSEDED SURVEY CONTROL
 PU2445
 PU2445  NGVD 29 (04/17/07)  742.64   (m)         2436.5    (f) RESET       3  
 PU2445
 PU2445.Superseded values are not recommended for survey control.
 PU2445
 PU2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2445.See file dsdata.pdf to determine how the superseded data were derived.
 PU2445
 PU2445_MARKER: DV = VERTICAL CONTROL DISK
 PU2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2445_STAMPING: Y 411 RESET 1990
 PU2445_MARK LOGO: NGS
 PU2445_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2445+STABILITY: SURFACE MOTION
 PU2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2445+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2445
 PU2445  HISTORY     - Date     Condition        Report By
 PU2445  HISTORY     - 1990     MONUMENTED       NGS
 PU2445  HISTORY     - 19950605 GOOD             NGS
 PU2445
 PU2445                          STATION DESCRIPTION
 PU2445
 PU2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2445'18.18 KM (11.30 MI) EAST FROM WHITE OWL OR, 13.11 KM (8.15 MI) WEST
 PU2445'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, ALONG STATE HIGHWAY 34,
 PU2445'THEN 22.86 M (75.00 FT) SOUTH FROM THE CENTER OF 34, 0.3 M (1.0 FT)
 PU2445'NORTH FROM A WITNESS POST, IN THE RIGHT OF WAY FENCE LINE, 15.55 M
 PU2445'(51.02 FT) WEST FROM THE CENTER OF AN APPROACH.
 PU2445
 PU2445                          STATION RECOVERY (1995)
 PU2445
 PU2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2445'12.8 KM (7.95 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2445'STATE HIGHWAY 73 IN HOWES, 125.8 M (412.7 FT) WEST OF MILEPOST 105,
 PU2445'22.7 M (74.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.5 M (50.9 FT)
 PU2445'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.6 M (8.5 FT) NORTH
 PU2445'OF A FENCE, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT)
 PU2445'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 PU2445'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1259 ***********************************************************************
 PU1259  DESIGNATION -  Y 412
 PU1259  PID         -  PU1259
 PU1259  STATE/COUNTY-  SD/BUTTE
 PU1259  COUNTRY     -  US
 PU1259  USGS QUAD   -  OWL BUTTE (2017)
 PU1259
 PU1259                         *CURRENT SURVEY CONTROL
 PU1259  ______________________________________________________________________
 PU1259* NAD 83(1986) POSITION- 44 48 55.     (N) 103 13 35.     (W)   SCALED
 PU1259* NAVD 88 ORTHO HEIGHT -   923.456 (meters)     3029.71  (feet) ADJUSTED
 PU1259  ______________________________________________________________________
 PU1259  GEOID HEIGHT    -        -16.795 (meters)                     GEOID18
 PU1259  DYNAMIC HEIGHT  -        923.219 (meters)     3028.93  (feet) COMP
 PU1259  MODELED GRAVITY -    980,329.5   (mgal)                       NAVD 88
 PU1259
 PU1259  VERT ORDER      -  FIRST     CLASS II
 PU1259
 PU1259.The horizontal coordinates were scaled from a map and have
 PU1259.an estimated accuracy of +/- 6 seconds.
 PU1259
 PU1259.The orthometric height was determined by differential leveling and
 PU1259.adjusted by the NATIONAL GEODETIC SURVEY
 PU1259.in July 1998.
 PU1259
 PU1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1259.GEOID18 height accuracy estimate available here.
 PU1259
 PU1259.Click photographs - Photos may exist for this station.
 PU1259
 PU1259.The dynamic height is computed by dividing the NAVD 88
 PU1259.geopotential number by the normal gravity value computed on the
 PU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1259.degrees latitude (g = 980.6199 gals.).
 PU1259
 PU1259.The modeled gravity was interpolated from observed gravity values.
 PU1259
 PU1259;                    North         East    Units  Estimated Accuracy
 PU1259;SPC SD N     -   114,200.      344,870.      MT  (+/- 180 meters Scaled)
 PU1259
 PU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK402639(NAD 83)
 PU1259
 PU1259                          SUPERSEDED SURVEY CONTROL
 PU1259
 PU1259  NAVD 88 (06/15/91)  923.361  (m)         3029.39   (f) SUPERSEDED  1 2
 PU1259  NGVD 29 (??/??/92)  922.867  (m)         3027.77   (f) ADJ UNCH    1 2
 PU1259
 PU1259.Superseded values are not recommended for survey control.
 PU1259
 PU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1259.See file dsdata.pdf to determine how the superseded data were derived.
 PU1259
 PU1259_MARKER: DB = BENCH MARK DISK
 PU1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1259_STAMPING: Y 412 1963
 PU1259_MARK LOGO: CGS
 PU1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1259+STABILITY: SURFACE MOTION
 PU1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1259+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1259
 PU1259  HISTORY     - Date     Condition        Report By
 PU1259  HISTORY     - 1963     MONUMENTED       CGS
 PU1259  HISTORY     - 19951116 GOOD             NGS
 PU1259
 PU1259                          STATION DESCRIPTION
 PU1259
 PU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1259'12.2 MI NE FROM NEWELL.
 PU1259'ABOUT 12.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1259'SCHOOL AT NEWELL, 203.5 FEET EAST OF THE SOUTHEAST LEG OF A
 PU1259'POWER LINE TOWER NUMBERED 35-3, 16 FEET NORTHEAST OF THE CENTER
 PU1259'OF A WIRE GATE ACROSS A DRIVEWAY TO A LARGE PASTURE, 2.0 FEET
 PU1259'SOUTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 PU1259'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PU1259'OF A CONCRETE POST PROJECTING 4 INCHES.
 PU1259
 PU1259                          STATION RECOVERY (1995)
 PU1259
 PU1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1259'19.4 KM (12.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1259'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, 355.0 M (1164.7 FT) NORTHEAST
 PU1259'OF MILEPOST 51, 24.4 M (80.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PU1259'5.5 M (18.0 FT) NORTHEAST OF THE CENTER OF WHALFELDT ROAD, 1.0 M (3.3
 PU1259'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A
 PU1259'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 PU1259'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1347 ***********************************************************************
 PU1347  DESIGNATION -  Y 413
 PU1347  PID         -  PU1347
 PU1347  STATE/COUNTY-  SD/BUTTE
 PU1347  COUNTRY     -  US
 PU1347  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1347
 PU1347                         *CURRENT SURVEY CONTROL
 PU1347  ______________________________________________________________________
 PU1347* NAD 83(1986) POSITION- 44 53 03.     (N) 103 16 56.     (W)   SCALED
 PU1347* NAVD 88 ORTHO HEIGHT -   935.680 (meters)     3069.81  (feet) ADJUSTED
 PU1347  ______________________________________________________________________
 PU1347  GEOID HEIGHT    -        -16.679 (meters)                     GEOID18
 PU1347  DYNAMIC HEIGHT  -        935.454 (meters)     3069.07  (feet) COMP
 PU1347  MODELED GRAVITY -    980,343.2   (mgal)                       NAVD 88
 PU1347
 PU1347  VERT ORDER      -  SECOND    CLASS 0
 PU1347
 PU1347.The horizontal coordinates were scaled from a map and have
 PU1347.an estimated accuracy of +/- 6 seconds.
 PU1347
 PU1347.The orthometric height was determined by differential leveling and
 PU1347.adjusted by the NATIONAL GEODETIC SURVEY
 PU1347.in June 1991.
 PU1347
 PU1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1347.GEOID18 height accuracy estimate available here.
 PU1347
 PU1347.Click photographs - Photos may exist for this station.
 PU1347
 PU1347.The dynamic height is computed by dividing the NAVD 88
 PU1347.geopotential number by the normal gravity value computed on the
 PU1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1347.degrees latitude (g = 980.6199 gals.).
 PU1347
 PU1347.The modeled gravity was interpolated from observed gravity values.
 PU1347
 PU1347;                    North         East    Units  Estimated Accuracy
 PU1347;SPC SD N     -   122,030.      340,770.      MT  (+/- 180 meters Scaled)
 PU1347
 PU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK356715(NAD 83)
 PU1347
 PU1347                          SUPERSEDED SURVEY CONTROL
 PU1347
 PU1347  NGVD 29 (??/??/92)  935.201  (m)         3068.24   (f) ADJ UNCH    2 0
 PU1347
 PU1347.Superseded values are not recommended for survey control.
 PU1347
 PU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1347.See file dsdata.pdf to determine how the superseded data were derived.
 PU1347
 PU1347_MARKER: DB = BENCH MARK DISK
 PU1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1347_STAMPING: Y 413 1963
 PU1347_MARK LOGO: CGS
 PU1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1347+STABILITY: SURFACE MOTION
 PU1347
 PU1347  HISTORY     - Date     Condition        Report By
 PU1347  HISTORY     - 1963     MONUMENTED       CGS
 PU1347
 PU1347                          STATION DESCRIPTION
 PU1347
 PU1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1347'15.2 MI NE FROM NEWELL.
 PU1347'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1347'HIGH SCHOOL AT NEWELL, THENCE 11.7 MILES NORTH ALONG A GRAVELED
 PU1347'ROAD, 95 FEET NORTH OF TELEPHONE POLE 4, 32 FEET WEST OF THE
 PU1347'CENTERLINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1.5 FEET
 PU1347'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PU1347'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1347'4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1868 ***********************************************************************
 PU1868  DESIGNATION -  Y 414
 PU1868  PID         -  PU1868
 PU1868  STATE/COUNTY-  SD/BUTTE
 PU1868  COUNTRY     -  US
 PU1868  USGS QUAD   -  NISLAND (2017)
 PU1868
 PU1868                         *CURRENT SURVEY CONTROL
 PU1868  ______________________________________________________________________
 PU1868* NAD 83(1986) POSITION- 44 43 27.     (N) 103 32 50.     (W)   SCALED
 PU1868* NAVD 88 ORTHO HEIGHT -   888.972 (meters)     2916.57  (feet) ADJUSTED
 PU1868  ______________________________________________________________________
 PU1868  GEOID HEIGHT    -        -16.105 (meters)                     GEOID18
 PU1868  DYNAMIC HEIGHT  -        888.740 (meters)     2915.81  (feet) COMP
 PU1868  MODELED GRAVITY -    980,326.6   (mgal)                       NAVD 88
 PU1868
 PU1868  VERT ORDER      -  SECOND    CLASS 0
 PU1868
 PU1868.The horizontal coordinates were scaled from a map and have
 PU1868.an estimated accuracy of +/- 6 seconds.
 PU1868
 PU1868.The orthometric height was determined by differential leveling and
 PU1868.adjusted by the NATIONAL GEODETIC SURVEY
 PU1868.in June 1991.
 PU1868
 PU1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1868.GEOID18 height accuracy estimate available here.
 PU1868
 PU1868.Click photographs - Photos may exist for this station.
 PU1868
 PU1868.The dynamic height is computed by dividing the NAVD 88
 PU1868.geopotential number by the normal gravity value computed on the
 PU1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1868.degrees latitude (g = 980.6199 gals.).
 PU1868
 PU1868.The modeled gravity was interpolated from observed gravity values.
 PU1868
 PU1868;                    North         East    Units  Estimated Accuracy
 PU1868;SPC SD N     -   105,150.      319,080.      MT  (+/- 180 meters Scaled)
 PU1868
 PU1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK150533(NAD 83)
 PU1868
 PU1868                          SUPERSEDED SURVEY CONTROL
 PU1868
 PU1868  NGVD 29 (??/??/92)  888.490  (m)         2914.99   (f) ADJ UNCH    2 0
 PU1868
 PU1868.Superseded values are not recommended for survey control.
 PU1868
 PU1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1868.See file dsdata.pdf to determine how the superseded data were derived.
 PU1868
 PU1868_MARKER: DB = BENCH MARK DISK
 PU1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1868_STAMPING: Y 414 1963
 PU1868_MARK LOGO: CGS
 PU1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1868+STABILITY: SURFACE MOTION
 PU1868
 PU1868  HISTORY     - Date     Condition        Report By
 PU1868  HISTORY     - 1963     MONUMENTED       CGS
 PU1868
 PU1868                          STATION DESCRIPTION
 PU1868
 PU1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1868'4.2 MI N FROM NISLAND.
 PU1868'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1868'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1868'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1868'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 0.55
 PU1868'MILE NORTH ALONG A GRADED COUNTY ROAD, 33.5 FEET EAST OF THE
 PU1868'CENTERLINE OF THE ROAD, 2.5 FEET SOUTHWEST OF THE SOUTH END OF
 PU1868'A WIRE GATE, 2.3 FEET WEST OF A NORTH-SOUTH FENCE, 1.4 FEET NORTH
 PU1868'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 PU1868'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1919 ***********************************************************************
 PU1919  DESIGNATION -  Y 415
 PU1919  PID         -  PU1919
 PU1919  STATE/COUNTY-  SD/BUTTE
 PU1919  COUNTRY     -  US
 PU1919  USGS QUAD   -  TWO TOP BUTTE SE (2017)
 PU1919
 PU1919                         *CURRENT SURVEY CONTROL
 PU1919  ______________________________________________________________________
 PU1919* NAD 83(1986) POSITION- 44 51 57.     (N) 103 36 31.     (W)   SCALED
 PU1919* NAVD 88 ORTHO HEIGHT -   914.293 (meters)     2999.64  (feet) ADJUSTED
 PU1919  ______________________________________________________________________
 PU1919  GEOID HEIGHT    -        -16.094 (meters)                     GEOID18
 PU1919  DYNAMIC HEIGHT  -        914.062 (meters)     2998.89  (feet) COMP
 PU1919  MODELED GRAVITY -    980,333.3   (mgal)                       NAVD 88
 PU1919
 PU1919  VERT ORDER      -  SECOND    CLASS 0
 PU1919
 PU1919.The horizontal coordinates were scaled from a map and have
 PU1919.an estimated accuracy of +/- 6 seconds.
 PU1919
 PU1919.The orthometric height was determined by differential leveling and
 PU1919.adjusted by the NATIONAL GEODETIC SURVEY
 PU1919.in June 1991.
 PU1919
 PU1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1919.GEOID18 height accuracy estimate available here.
 PU1919
 PU1919.Click photographs - Photos may exist for this station.
 PU1919
 PU1919.The dynamic height is computed by dividing the NAVD 88
 PU1919.geopotential number by the normal gravity value computed on the
 PU1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1919.degrees latitude (g = 980.6199 gals.).
 PU1919
 PU1919.The modeled gravity was interpolated from observed gravity values.
 PU1919
 PU1919;                    North         East    Units  Estimated Accuracy
 PU1919;SPC SD N     -   121,090.      314,920.      MT  (+/- 180 meters Scaled)
 PU1919
 PU1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK099689(NAD 83)
 PU1919
 PU1919                          SUPERSEDED SURVEY CONTROL
 PU1919
 PU1919  NGVD 29 (??/??/92)  913.811  (m)         2998.06   (f) ADJ UNCH    2 0
 PU1919
 PU1919.Superseded values are not recommended for survey control.
 PU1919
 PU1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1919.See file dsdata.pdf to determine how the superseded data were derived.
 PU1919
 PU1919_MARKER: DB = BENCH MARK DISK
 PU1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1919_STAMPING: Y 415 1963
 PU1919_MARK LOGO: CGS
 PU1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1919+STABILITY: SURFACE MOTION
 PU1919
 PU1919  HISTORY     - Date     Condition        Report By
 PU1919  HISTORY     - 1963     MONUMENTED       CGS
 PU1919
 PU1919                          STATION DESCRIPTION
 PU1919
 PU1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1919'18.6 MI NW FROM NEWELL.
 PU1919'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1919'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1919'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1919'6.4 MILES NORTHWEST ALONG A TRACK ROAD, ON PRIVATE PROPERTY
 PU1919'OWNED BY THE PERSHEY BROTHERS, AT THE INTERSECTION OF AN EAST-WEST
 PU1919'FENCE AND A NORTH-SOUTH FENCE, 18 FEET NORTH OF THE CENTERLINE
 PU1919'OF THE TRACK ROAD, 3.7 FEET SOUTHEAST OF A FENCE CORNER, 2.0
 PU1919'FEET EAST OF THE NORTH-SOUTH FENCE, 2.5 FEET SOUTH OF AN
 PU1919'EAST-WEST FENCE, 2.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PU1919'LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE
 PU1919'POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1313 ***********************************************************************
 PU1313  DESIGNATION -  Y 417
 PU1313  PID         -  PU1313
 PU1313  STATE/COUNTY-  SD/BUTTE
 PU1313  COUNTRY     -  US
 PU1313  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1313
 PU1313                         *CURRENT SURVEY CONTROL
 PU1313  ______________________________________________________________________
 PU1313* NAD 83(1986) POSITION- 44 56 17.     (N) 103 09 33.     (W)   SCALED
 PU1313* NAVD 88 ORTHO HEIGHT -   863.224 (meters)     2832.09  (feet) ADJUSTED
 PU1313  ______________________________________________________________________
 PU1313  GEOID HEIGHT    -        -16.965 (meters)                     GEOID18
 PU1313  DYNAMIC HEIGHT  -        863.020 (meters)     2831.42  (feet) COMP
 PU1313  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 PU1313
 PU1313  VERT ORDER      -  SECOND    CLASS 0
 PU1313
 PU1313.The horizontal coordinates were scaled from a map and have
 PU1313.an estimated accuracy of +/- 6 seconds.
 PU1313
 PU1313.The orthometric height was determined by differential leveling and
 PU1313.adjusted by the NATIONAL GEODETIC SURVEY
 PU1313.in June 1991.
 PU1313
 PU1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1313.GEOID18 height accuracy estimate available here.
 PU1313
 PU1313.Click photographs - Photos may exist for this station.
 PU1313
 PU1313.The dynamic height is computed by dividing the NAVD 88
 PU1313.geopotential number by the normal gravity value computed on the
 PU1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1313.degrees latitude (g = 980.6199 gals.).
 PU1313
 PU1313.The modeled gravity was interpolated from observed gravity values.
 PU1313
 PU1313;                    North         East    Units  Estimated Accuracy
 PU1313;SPC SD N     -   127,620.      350,720.      MT  (+/- 180 meters Scaled)
 PU1313
 PU1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK452777(NAD 83)
 PU1313
 PU1313                          SUPERSEDED SURVEY CONTROL
 PU1313
 PU1313  NGVD 29 (??/??/92)  862.744  (m)         2830.52   (f) ADJ UNCH    2 0
 PU1313
 PU1313.Superseded values are not recommended for survey control.
 PU1313
 PU1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1313.See file dsdata.pdf to determine how the superseded data were derived.
 PU1313
 PU1313_MARKER: DB = BENCH MARK DISK
 PU1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1313_STAMPING: Y 417 1963
 PU1313_MARK LOGO: CGS
 PU1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1313+STABILITY: SURFACE MOTION
 PU1313
 PU1313  HISTORY     - Date     Condition        Report By
 PU1313  HISTORY     - 1963     MONUMENTED       CGS
 PU1313
 PU1313                          STATION DESCRIPTION
 PU1313
 PU1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1313'16.8 MI SE FROM CASTLE ROCK.
 PU1313'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1313'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED COUNTY
 PU1313'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1313'4.9 MILES EAST ALONG A GRADED COUNTY ROAD, THENCE 1.0 MILE
 PU1313'NORTH ALONG A GRADED COUNTY ROAD, THENCE 1.0 MILE EAST ALONG
 PU1313'A GRADED COUNTY ROAD, ON THE OUTSIDE OF A SHARP CURVE AND 88
 PU1313'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF
 PU1313'THE CENTERLINE OF A TRACK ROAD LEADING EAST, 2.0 FEET SOUTH OF
 PU1313'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 PU1313'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1184 ***********************************************************************
 PU1184  DESIGNATION -  Y 418
 PU1184  PID         -  PU1184
 PU1184  STATE/COUNTY-  SD/MEADE
 PU1184  COUNTRY     -  US
 PU1184  USGS QUAD   -  VOLUNTEER SE (2017)
 PU1184
 PU1184                         *CURRENT SURVEY CONTROL
 PU1184  ______________________________________________________________________
 PU1184* NAD 83(1986) POSITION- 44 30 21.     (N) 103 07 05.     (W)   SCALED
 PU1184* NAVD 88 ORTHO HEIGHT -   782.215 (meters)     2566.32  (feet) ADJUSTED
 PU1184  ______________________________________________________________________
 PU1184  GEOID HEIGHT    -        -17.035 (meters)                     GEOID18
 PU1184  DYNAMIC HEIGHT  -        782.006 (meters)     2565.63  (feet) COMP
 PU1184  MODELED GRAVITY -    980,325.3   (mgal)                       NAVD 88
 PU1184
 PU1184  VERT ORDER      -  FIRST     CLASS II
 PU1184
 PU1184.The horizontal coordinates were scaled from a map and have
 PU1184.an estimated accuracy of +/- 6 seconds.
 PU1184
 PU1184.The orthometric height was determined by differential leveling and
 PU1184.adjusted by the NATIONAL GEODETIC SURVEY
 PU1184.in October 1997.
 PU1184
 PU1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1184.GEOID18 height accuracy estimate available here.
 PU1184
 PU1184.Click photographs - Photos may exist for this station.
 PU1184
 PU1184.The dynamic height is computed by dividing the NAVD 88
 PU1184.geopotential number by the normal gravity value computed on the
 PU1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1184.degrees latitude (g = 980.6199 gals.).
 PU1184
 PU1184.The modeled gravity was interpolated from observed gravity values.
 PU1184
 PU1184;                    North         East    Units  Estimated Accuracy
 PU1184;SPC SD N     -    79,500.      352,110.      MT  (+/- 180 meters Scaled)
 PU1184
 PU1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK495297(NAD 83)
 PU1184
 PU1184                          SUPERSEDED SURVEY CONTROL
 PU1184
 PU1184  NAVD 88 (06/15/91)  782.227  (m)         2566.36   (f) SUPERSEDED  1 2
 PU1184  NGVD 29 (??/??/92)  781.757  (m)         2564.81   (f) ADJ UNCH    1 2
 PU1184
 PU1184.Superseded values are not recommended for survey control.
 PU1184
 PU1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1184.See file dsdata.pdf to determine how the superseded data were derived.
 PU1184
 PU1184_MARKER: DB = BENCH MARK DISK
 PU1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1184_STAMPING: Y 418 1963
 PU1184_MARK LOGO: CGS
 PU1184_PROJECTION: FLUSH
 PU1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1184+STABILITY: SURFACE MOTION
 PU1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1184+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 PU1184
 PU1184  HISTORY     - Date     Condition        Report By
 PU1184  HISTORY     - 1963     MONUMENTED       CGS
 PU1184  HISTORY     - 19950524 GOOD             NGS
 PU1184  HISTORY     - 20120425 GOOD             INDIV
 PU1184
 PU1184                          STATION DESCRIPTION
 PU1184
 PU1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1184'0.8 MI E FROM VOLUNTEER.
 PU1184'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1184'VOLUNTEER, AT THE FOOT OF A LONG HILL AND 95 FEET NORTH OF THE
 PU1184'CENTERLINE OF THE HIGHWAY, 22 FEET WEST OF THE WEST END OF A
 PU1184'WIRE GATE, 8.6 FEET SOUTH ACROSS A FENCE FROM A POWER POLE BRACED
 PU1184'BY TWO GUY WIRES, 1.7 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF A
 PU1184'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 PU1184'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 PU1184
 PU1184                          STATION RECOVERY (1995)
 PU1184
 PU1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1184'37.8 KM (23.50 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1184'OFFICE IN UNION CENTER, 936.8 M (3073.5 FT) WEST OF MILEPOST 58, 669.4
 PU1184'M (2196.2 FT) EAST OF MILEPOST 57, 28.7 M (94.2 FT) NORTHEAST OF THE
 PU1184'HIGHWAY CENTERLINE, 9.5 M (31.2 FT) WEST OF THE CENTER OF A FIELD
 PU1184'ENTRANCE AND GATE, 2.6 M (8.5 FT) SOUTH OF A UTILITY POLE WITH 2 GUY
 PU1184'CABLES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 PU1184'EAST OF A WITNESS POST, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE, AND THE
 PU1184'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 PU1184
 PU1184                          STATION RECOVERY (2012)
 PU1184
 PU1184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0631 ***********************************************************************
 QS0631  DESIGNATION -  Y 427
 QS0631  PID         -  QS0631
 QS0631  STATE/COUNTY-  SD/CORSON
 QS0631  COUNTRY     -  US
 QS0631  USGS QUAD   -  MCINTOSH SE (2017)
 QS0631
 QS0631                         *CURRENT SURVEY CONTROL
 QS0631  ______________________________________________________________________
 QS0631* NAD 83(1986) POSITION- 45 45 13.     (N) 101 20 06.     (W)   SCALED
 QS0631* NAVD 88 ORTHO HEIGHT -   610.818 (meters)     2003.99  (feet) ADJUSTED
 QS0631  ______________________________________________________________________
 QS0631  GEOID HEIGHT    -        -20.536 (meters)                     GEOID18
 QS0631  DYNAMIC HEIGHT  -        610.754 (meters)     2003.78  (feet) COMP
 QS0631  MODELED GRAVITY -    980,491.2   (mgal)                       NAVD 88
 QS0631
 QS0631  VERT ORDER      -  FIRST     CLASS II
 QS0631
 QS0631.The horizontal coordinates were scaled from a map and have
 QS0631.an estimated accuracy of +/- 6 seconds.
 QS0631
 QS0631.The orthometric height was determined by differential leveling and
 QS0631.adjusted by the NATIONAL GEODETIC SURVEY
 QS0631.in June 1991.
 QS0631
 QS0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0631.GEOID18 height accuracy estimate available here.
 QS0631
 QS0631.Click photographs - Photos may exist for this station.
 QS0631
 QS0631.The dynamic height is computed by dividing the NAVD 88
 QS0631.geopotential number by the normal gravity value computed on the
 QS0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0631.degrees latitude (g = 980.6199 gals.).
 QS0631
 QS0631.The modeled gravity was interpolated from observed gravity values.
 QS0631
 QS0631;                    North         East    Units  Estimated Accuracy
 QS0631;SPC SD N     -   214,250.      496,130.      MT  (+/- 180 meters Scaled)
 QS0631
 QS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR183693(NAD 83)
 QS0631
 QS0631                          SUPERSEDED SURVEY CONTROL
 QS0631
 QS0631.No superseded survey control is available for this station.
 QS0631
 QS0631_MARKER: I = METAL ROD
 QS0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0631_STAMPING: Y 427 1985
 QS0631_MARK LOGO: NGS
 QS0631_PROJECTION: FLUSH
 QS0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0631_ROD/PIPE-DEPTH: 4.3 meters
 QS0631
 QS0631  HISTORY     - Date     Condition        Report By
 QS0631  HISTORY     - 1985     MONUMENTED       NGS
 QS0631
 QS0631                          STATION DESCRIPTION
 QS0631
 QS0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0631'18.8 KM (11.7 MI) SOUTH FROM MCINTOSH.
 QS0631'18.8 KM (11.65 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0631'HIGHWAY 12 AT MCINTOSH, 1.4 KM (0.85 MI) SOUTH OF A BRIDGE OVER A
 QS0631'CREEK, 0.32 KM (0.2 MI) NORTH OF MILEPOST 220, 23.2 METERS (76 FT)
 QS0631'WEST OF THE HIGHWAY CENTERLINE, 19.5 METERS (64 FT) NORTHWEST OF THE
 QS0631'WEST END OF A 30-INCH PIPE CULVERT AND 0.3 METER (1 FT) EAST OF THE
 QS0631'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QS0631'5-INCH LOGO CAP.
 QS0631'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0631'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0641 ***********************************************************************
 OT0641  CBN         -  This is a Cooperative Base Network Control Station.
 OT0641  DESIGNATION -  Y 429
 OT0641  PID         -  OT0641
 OT0641  STATE/COUNTY-  SD/FALL RIVER
 OT0641  COUNTRY     -  US
 OT0641  USGS QUAD   -  MINNEKAHTA (2017)
 OT0641
 OT0641                         *CURRENT SURVEY CONTROL
 OT0641  ______________________________________________________________________
 OT0641* NAD 83(2011) POSITION- 43 25 14.76837(N) 103 41 50.49248(W)   ADJUSTED
 OT0641* NAD 83(2011) ELLIP HT-  1254.023 (meters)        (06/27/12)   ADJUSTED
 OT0641* NAD 83(2011) EPOCH   -  2010.00
 OT0641* NAVD 88 ORTHO HEIGHT -  1268.899 (meters)     4163.05  (feet) ADJUSTED
 OT0641  ______________________________________________________________________
 OT0641  GEOID HEIGHT    -        -14.874 (meters)                     GEOID18
 OT0641  NAD 83(2011) X  - -1,098,924.404 (meters)                     COMP
 OT0641  NAD 83(2011) Y  - -4,508,872.284 (meters)                     COMP
 OT0641  NAD 83(2011) Z  -  4,362,434.278 (meters)                     COMP
 OT0641  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC18
 OT0641  DYNAMIC HEIGHT  -       1268.339 (meters)     4161.21  (feet) COMP
 OT0641  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 OT0641
 OT0641  VERT ORDER      -  FIRST     CLASS II
 OT0641
 OT0641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0641  Standards:
 OT0641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0641  -------------------------------------------------------------------
 OT0641  NETWORK    0.87   2.12           0.40   0.29   1.08     -0.04000956
 OT0641  -------------------------------------------------------------------
 OT0641  Click here for local accuracies and other accuracy information.
 OT0641
 OT0641.The horizontal coordinates were established by GPS observations
 OT0641.and adjusted by the National Geodetic Survey in June 2012.
 OT0641
 OT0641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0641.been affixed to the stable North American tectonic plate. See 
 OT0641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0641
 OT0641.The horizontal coordinates are valid at the epoch date displayed above
 OT0641.which is a decimal equivalence of Year/Month/Day.
 OT0641
 OT0641.The orthometric height was determined by differential leveling and
 OT0641.adjusted by the NATIONAL GEODETIC SURVEY
 OT0641.in June 1991.
 OT0641
 OT0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0641.GEOID18 height accuracy estimate available here.
 OT0641
 OT0641.Click photographs - Photos may exist for this station.
 OT0641
 OT0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0641
 OT0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0641
 OT0641.The ellipsoidal height was determined by GPS observations
 OT0641.and is referenced to NAD 83.
 OT0641
 OT0641.The dynamic height is computed by dividing the NAVD 88
 OT0641.geopotential number by the normal gravity value computed on the
 OT0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0641.degrees latitude (g = 980.6199 gals.).
 OT0641
 OT0641.The modeled gravity was interpolated from observed gravity values.
 OT0641
 OT0641. The following values were computed from the NAD 83(2011) position.
 OT0641
 OT0641;                    North         East     Units Scale Factor Converg.
 OT0641;SPC SD S     -   126,320.053   327,671.502   MT  0.99991279   -2 19 14.4
 OT0641;SPC SD S     -   414,435.04  1,075,035.59   sFT  0.99991279   -2 19 14.4
 OT0641;UTM  13      - 4,808,366.212   605,449.258   MT  0.99973678   +0 53 43.6
 OT0641
 OT0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0641!SPC SD S     -   0.99980339  x   0.99991279  =   0.99971620
 OT0641!UTM  13      -   0.99980339  x   0.99973678  =   0.99954022
 OT0641
 OT0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ0544908366(NAD 83)
 OT0641
 OT0641                          SUPERSEDED SURVEY CONTROL
 OT0641
 OT0641  NAD 83(2007)-  43 25 14.76822(N)    103 41 50.49359(W) AD(2002.00) 0
 OT0641  ELLIP H (02/10/07) 1254.051  (m)                       GP(2002.00)    
 OT0641  ELLIP H (04/15/04) 1254.041  (m)                       GP(       ) 2 1
 OT0641  NAD 83(1996)-  43 25 14.76748(N)    103 41 50.49365(W) AD(       ) B
 OT0641  ELLIP H (04/18/97) 1254.098  (m)                       GP(       ) 4 1
 OT0641  NAVD 88            1268.90   (m)         4163.0    (f) LEVELING    3  
 OT0641
 OT0641.Superseded values are not recommended for survey control.
 OT0641
 OT0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0641.See file dsdata.pdf to determine how the superseded data were derived.
 OT0641
 OT0641_MARKER: I = METAL ROD
 OT0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0641_STAMPING: Y 429 1985
 OT0641_MARK LOGO: NGS
 OT0641_PROJECTION: FLUSH
 OT0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 OT0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0641+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 OT0641_ROD/PIPE-DEPTH: 1.8 meters
 OT0641
 OT0641  HISTORY     - Date     Condition        Report By
 OT0641  HISTORY     - 1985     MONUMENTED       NGS
 OT0641  HISTORY     - 19950418 GOOD             NGS
 OT0641  HISTORY     - 19960913 GOOD             NGS
 OT0641  HISTORY     - 20160120 GOOD             INDIV
 OT0641
 OT0641                          STATION DESCRIPTION
 OT0641
 OT0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0641'17.7 KM (11.0 MI) NE FROM EDGEMONT.
 OT0641'17.7 KM (11.05 MI) NORTHEAST ALONG US HIGHWAY 18 FROM THE HIGHWAY
 OT0641'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT EDGEMONT,
 OT0641'1.0 KM (0.6 MI) SOUTH OF MILEPOST 24, 22.9 METERS (75 FT) EAST OF THE
 OT0641'HIGHWAY CENTERLINE, 1.2 METERS (4 FT) NORTH OF THE SOUTH END OF A
 OT0641'DOUBLE WOODEN POST RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) WEST
 OT0641'OF THE RIGHT-OF-WAY FENCE.  ROD SET TO 6-FOOT ANCHORED REFUSAL.
 OT0641'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0641'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OT0641'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OT0641
 OT0641                          STATION RECOVERY (1995)
 OT0641
 OT0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OT0641'17.7 KM (11.00 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 18 FROM THE
 OT0641'INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD IN EDGEMONT, 23.0 M
 OT0641'(75.5 FT) EAST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) NORTH OF THE
 OT0641'SOUTH END OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OT0641'THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A METAL GUARD POST, 0.5 M (1.6 FT)
 OT0641'WEST OF A FENCE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 OT0641'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0641
 OT0641                          STATION RECOVERY (1996)
 OT0641
 OT0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OT0641'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) WEST OF HOT SPRINGS, ON
 OT0641'U.S. HIGHWAY 18.  OWNERSHIP--THE STATE OF SOUTH DAKOTA.  TO REACH THE
 OT0641'STATION FROM THE U.S. HIGHWAY 18 AND THE BURLINGTON NORTHERN RAILROAD
 OT0641'IN EDGEMONT, GO NORTHEAST ON U.S. HIGHWAY 18 FOR 11.05 MI (17.78 KM)
 OT0641'TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 0.5 MI (0.8 KM)
 OT0641'SOUTH OF MILEPOST 24, 75.0 FT (22.9 M) EAST OF THE HIGHWAY CENTERLINE,
 OT0641'4.9 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY, 4.0 FT (1.2 M) NORTH OF
 OT0641'THE MOST SOUTHERLY OF 2 BRACED FENCE POSTS, 1.0 FT (0.3 M) WEST OF A
 OT0641'FENCE, AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO
 OT0641'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OT0641
 OT0641                          STATION RECOVERY (2016)
 OT0641
 OT0641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JCC)
 OT0641'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0668 ***********************************************************************
 OT0668  CBN         -  This is a Cooperative Base Network Control Station.
 OT0668  DESIGNATION -  Y 430
 OT0668  PID         -  OT0668
 OT0668  STATE/COUNTY-  SD/CUSTER
 OT0668  COUNTRY     -  US
 OT0668  USGS QUAD   -  FAIRBURN (2017)
 OT0668
 OT0668                         *CURRENT SURVEY CONTROL
 OT0668  ______________________________________________________________________
 OT0668* NAD 83(2011) POSITION- 43 42 07.72280(N) 103 13 59.48361(W)   ADJUSTED
 OT0668* NAD 83(2011) ELLIP HT-  1026.849 (meters)        (06/27/12)   ADJUSTED
 OT0668* NAD 83(2011) EPOCH   -  2010.00
 OT0668* NAVD 88 ORTHO HEIGHT -  1042.836 (meters)     3421.37  (feet) ADJUSTED
 OT0668  ______________________________________________________________________
 OT0668  GEOID HEIGHT    -        -16.005 (meters)                     GEOID18
 OT0668  NAD 83(2011) X  - -1,057,390.895 (meters)                     COMP
 OT0668  NAD 83(2011) Y  - -4,496,491.390 (meters)                     COMP
 OT0668  NAD 83(2011) Z  -  4,384,935.272 (meters)                     COMP
 OT0668  LAPLACE CORR    -        -12.85  (seconds)                    DEFLEC18
 OT0668  DYNAMIC HEIGHT  -       1042.439 (meters)     3420.07  (feet) COMP
 OT0668  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 OT0668
 OT0668  VERT ORDER      -  FIRST     CLASS II
 OT0668
 OT0668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 OT0668  Standards:
 OT0668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 OT0668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 OT0668  -------------------------------------------------------------------
 OT0668  NETWORK    0.77   1.57           0.36   0.25   0.80     -0.05225962
 OT0668  -------------------------------------------------------------------
 OT0668  Click here for local accuracies and other accuracy information.
 OT0668
 OT0668.The horizontal coordinates were established by GPS observations
 OT0668.and adjusted by the National Geodetic Survey in June 2012.
 OT0668
 OT0668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 OT0668.been affixed to the stable North American tectonic plate. See 
 OT0668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 OT0668
 OT0668.The horizontal coordinates are valid at the epoch date displayed above
 OT0668.which is a decimal equivalence of Year/Month/Day.
 OT0668
 OT0668.The orthometric height was determined by differential leveling and
 OT0668.adjusted by the NATIONAL GEODETIC SURVEY
 OT0668.in June 1991.
 OT0668
 OT0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0668.GEOID18 height accuracy estimate available here.
 OT0668
 OT0668.Click photographs - Photos may exist for this station.
 OT0668
 OT0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OT0668
 OT0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 OT0668
 OT0668.The ellipsoidal height was determined by GPS observations
 OT0668.and is referenced to NAD 83.
 OT0668
 OT0668.The dynamic height is computed by dividing the NAVD 88
 OT0668.geopotential number by the normal gravity value computed on the
 OT0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0668.degrees latitude (g = 980.6199 gals.).
 OT0668
 OT0668.The modeled gravity was interpolated from observed gravity values.
 OT0668
 OT0668. The following values were computed from the NAD 83(2011) position.
 OT0668
 OT0668;                    North         East     Units Scale Factor Converg.
 OT0668;SPC SD S     -   156,143.065   366,322.149   MT  0.99990794   -2 00 01.7
 OT0668;SPC SD S     -   512,279.37  1,201,841.92   sFT  0.99990794   -2 00 01.7
 OT0668;UTM  13      - 4,840,308.396   642,360.209   MT  0.99984928   +1 13 15.3
 OT0668
 OT0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OT0668!SPC SD S     -   0.99983901  x   0.99990794  =   0.99974696
 OT0668!UTM  13      -   0.99983901  x   0.99984928  =   0.99968831
 OT0668
 OT0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ4236040308(NAD 83)
 OT0668
 OT0668                          SUPERSEDED SURVEY CONTROL
 OT0668
 OT0668  NAD 83(2007)-  43 42 07.72266(N)    103 13 59.48473(W) AD(2002.00) 0
 OT0668  ELLIP H (02/10/07) 1026.879  (m)                       GP(2002.00)    
 OT0668  NAD 83(1993)-  43 42 07.72209(N)    103 13 59.48466(W) AD(       ) A
 OT0668  ELLIP H (06/23/03) 1026.869  (m)                       GP(       ) 3 1
 OT0668  NAVD 88            1042.84   (m)         3421.4    (f) LEVELING    3  
 OT0668
 OT0668.Superseded values are not recommended for survey control.
 OT0668
 OT0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0668.See file dsdata.pdf to determine how the superseded data were derived.
 OT0668
 OT0668_MARKER: I = METAL ROD
 OT0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0668_STAMPING: Y 430 1985
 OT0668_MARK LOGO: NGS
 OT0668_PROJECTION: FLUSH
 OT0668_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0668_ROD/PIPE-DEPTH: 3.60 meters
 OT0668
 OT0668  HISTORY     - Date     Condition        Report By
 OT0668  HISTORY     - 1985     MONUMENTED       NGS
 OT0668  HISTORY     - 20020514 GOOD             SDDT
 OT0668
 OT0668                          STATION DESCRIPTION
 OT0668
 OT0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0668'16.3 KM (10.1 MI) SOUTH FROM HERMOSA.
 OT0668'16.3 KM (10.15 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0668'STATE HIGHWAY 40 EAST, AT HERMOSA, ON THE OUTSIDE OF THE SOUTHWEST END
 OT0668'OF A LONG CURVE, 1.8 KM (1.1 MI) SOUTHWEST OF THE CROSSING OF DRY
 OT0668'CREEK, 0.65 KM (0.4 MI) NORTHEAST OF MILEPOST 50, 30.5 METERS (100 FT)
 OT0668'SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.7 METERS (9 FT) NORTHEAST OF
 OT0668'THE NORTHEAST END OF A WIRE GATE AND 0.3 METER (1 FT) NORTHWEST OF THE
 OT0668'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OT0668'5-INCH LOGO CAP.
 OT0668'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OT0668
 OT0668                          STATION RECOVERY (2002)
 OT0668
 OT0668'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OT0668'RECOVERED AS DESCRIBED
 OT0668'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0692 ***********************************************************************
 OT0692  DESIGNATION -  Y 431
 OT0692  PID         -  OT0692
 OT0692  STATE/COUNTY-  SD/PENNINGTON
 OT0692  COUNTRY     -  US
 OT0692  USGS QUAD   -  CAPUTA NE (2017)
 OT0692
 OT0692                         *CURRENT SURVEY CONTROL
 OT0692  ______________________________________________________________________
 OT0692* NAD 83(1986) POSITION- 43 56 31.     (N) 102 48 58.     (W)   SCALED
 OT0692* NAVD 88 ORTHO HEIGHT -   840.603 (meters)     2757.88  (feet) ADJUSTED
 OT0692  ______________________________________________________________________
 OT0692  GEOID HEIGHT    -        -17.469 (meters)                     GEOID18
 OT0692  DYNAMIC HEIGHT  -        840.336 (meters)     2757.00  (feet) COMP
 OT0692  MODELED GRAVITY -    980,272.6   (mgal)                       NAVD 88
 OT0692
 OT0692  VERT ORDER      -  FIRST     CLASS II
 OT0692
 OT0692.The horizontal coordinates were scaled from a map and have
 OT0692.an estimated accuracy of +/- 6 seconds.
 OT0692
 OT0692.The orthometric height was determined by differential leveling and
 OT0692.adjusted by the NATIONAL GEODETIC SURVEY
 OT0692.in June 1991.
 OT0692
 OT0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0692.GEOID18 height accuracy estimate available here.
 OT0692
 OT0692.Click photographs - Photos may exist for this station.
 OT0692
 OT0692.The dynamic height is computed by dividing the NAVD 88
 OT0692.geopotential number by the normal gravity value computed on the
 OT0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0692.degrees latitude (g = 980.6199 gals.).
 OT0692
 OT0692.The modeled gravity was interpolated from observed gravity values.
 OT0692
 OT0692;                    North         East    Units  Estimated Accuracy
 OT0692;SPC SD S     -   181,680.      400,720.      MT  (+/- 180 meters Scaled)
 OT0692
 OT0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ752677(NAD 83)
 OT0692
 OT0692                          SUPERSEDED SURVEY CONTROL
 OT0692
 OT0692.No superseded survey control is available for this station.
 OT0692
 OT0692_MARKER: I = METAL ROD
 OT0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OT0692_STAMPING: Y 431 1985
 OT0692_MARK LOGO: NGS
 OT0692_PROJECTION: FLUSH
 OT0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0692+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 OT0692_ROD/PIPE-DEPTH: 5.8 meters
 OT0692
 OT0692  HISTORY     - Date     Condition        Report By
 OT0692  HISTORY     - 1985     MONUMENTED       NGS
 OT0692  HISTORY     - 20110517 GOOD             INDIV
 OT0692
 OT0692                          STATION DESCRIPTION
 OT0692
 OT0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0692'36.0 KM (22.35 MI) SE FROM RAPID CITY.
 OT0692'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0692'RAPID CITY, THENCE 35.7 KM (22.3 MI) SOUTHEAST ALONG STATE HIGHWAY 44,
 OT0692'0.75 KM (0.45 MI) WEST OF MILEPOST 69, 29.9 METERS (98 FT) SOUTHWEST
 OT0692'OF THE HIGHWAY CENTERLINE, 10.3 METERS (34 FT) NORTHWEST OF THE CENTER
 OT0692'OF A DIRT ROAD LEADING SOUTHWEST TO THE CIRCLE STAR RANCH AND
 OT0692'0.3 METER (1 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0692'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0692'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OT0692'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0692
 OT0692                          STATION RECOVERY (2011)
 OT0692
 OT0692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0921 ***********************************************************************
 PT0921  DESIGNATION -  Y 432
 PT0921  PID         -  PT0921
 PT0921  STATE/COUNTY-  SD/STANLEY
 PT0921  COUNTRY     -  US
 PT0921  USGS QUAD   -  MAY RANCH (2017)
 PT0921
 PT0921                         *CURRENT SURVEY CONTROL
 PT0921  ______________________________________________________________________
 PT0921* NAD 83(1986) POSITION- 44 21 11.     (N) 101 07 34.     (W)   SCALED
 PT0921* NAVD 88 ORTHO HEIGHT -   648.245 (meters)     2126.78  (feet) ADJUSTED
 PT0921  ______________________________________________________________________
 PT0921  GEOID HEIGHT    -        -22.377 (meters)                     GEOID18
 PT0921  DYNAMIC HEIGHT  -        648.083 (meters)     2126.25  (feet) COMP
 PT0921  MODELED GRAVITY -    980,348.1   (mgal)                       NAVD 88
 PT0921
 PT0921  VERT ORDER      -  FIRST     CLASS II
 PT0921
 PT0921.The horizontal coordinates were scaled from a map and have
 PT0921.an estimated accuracy of +/- 6 seconds.
 PT0921
 PT0921.The orthometric height was determined by differential leveling and
 PT0921.adjusted by the NATIONAL GEODETIC SURVEY
 PT0921.in October 1997.
 PT0921
 PT0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0921.GEOID18 height accuracy estimate available here.
 PT0921
 PT0921.Click photographs - Photos may exist for this station.
 PT0921
 PT0921.The dynamic height is computed by dividing the NAVD 88
 PT0921.geopotential number by the normal gravity value computed on the
 PT0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0921.degrees latitude (g = 980.6199 gals.).
 PT0921
 PT0921.The modeled gravity was interpolated from observed gravity values.
 PT0921
 PT0921;                    North         East    Units  Estimated Accuracy
 PT0921;SPC SD S     -   224,690.      536,790.      MT  (+/- 180 meters Scaled)
 PT0921
 PT0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ305132(NAD 83)
 PT0921
 PT0921                          SUPERSEDED SURVEY CONTROL
 PT0921
 PT0921  NAVD 88 (06/15/91)  648.240  (m)         2126.77   (f) SUPERSEDED  1 2
 PT0921
 PT0921.Superseded values are not recommended for survey control.
 PT0921
 PT0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0921.See file dsdata.pdf to determine how the superseded data were derived.
 PT0921
 PT0921_MARKER: I = METAL ROD
 PT0921_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0921_STAMPING: Y 432 1985
 PT0921_MARK LOGO: NGS
 PT0921_PROJECTION: FLUSH
 PT0921_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0921+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0921_ROD/PIPE-DEPTH: 4.9 meters
 PT0921
 PT0921  HISTORY     - Date     Condition        Report By
 PT0921  HISTORY     - 1985     MONUMENTED       NGS
 PT0921  HISTORY     - 19950718 GOOD             NGS
 PT0921  HISTORY     - 20130116 GOOD             INDIV
 PT0921
 PT0921                          STATION DESCRIPTION
 PT0921
 PT0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0921'32.7 KM (20.3 MI) NORTH FROM MIDLAND.
 PT0921'32.74 KM (20.35 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0921'FROM THEIR JUNCTION AT MIDLAND, IN THE CENTER OF A TRIPLE WOODEN POST
 PT0921'BRACE AT THE NORTH END OF A CUT, AT THE TOP OF A SUMMIT, 2.04 KM (1.27
 PT0921'MI) SOUTH OF THE T JUNCTION OF STATE HIGHWAY 34, 0.39 KM (0.24 MI)
 PT0921'SOUTH OF MILEPOST 189, 32.0 METERS (105 FT) EAST OF THE HIGHWAY
 PT0921'CENTERLINE, 28.3 METERS (93 FT) SOUTH OF THE SOUTH END OF A 18-INCH
 PT0921'CONCRETE PIPE CULVERT UNDER A FIELD ACCESS PULLOFF AND 0.3 METER (1
 PT0921'FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PT0921'HAD THROUGH A 5-INCH LOGO CAP.
 PT0921'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0921'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PT0921
 PT0921                          STATION RECOVERY (1995)
 PT0921
 PT0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0921'7.9 KM (4.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PT0921'IN HAYES, THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 14,
 PT0921'387.0 M (1269.7 FT) SOUTH OF MILEPOST 189, 33.7 M (110.6 FT) SOUTH OF
 PT0921'THE CENTER OF A FIELD ENTRANCE, 32.3 M (106.0 FT) EAST OF THE HIGHWAY
 PT0921'CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 PT0921'FT) WEST OF THE CENTER OF 3 BRACED FENCE POSTS, AND 0.3 M (1.0 FT)
 PT0921'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PT0921'5-INCH LOGO CAP.
 PT0921
 PT0921                          STATION RECOVERY (2013)
 PT0921
 PT0921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0962 ***********************************************************************
 PT0962  DESIGNATION -  Y 433
 PT0962  PID         -  PT0962
 PT0962  STATE/COUNTY-  SD/ZIEBACH
 PT0962  COUNTRY     -  US
 PT0962  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0962
 PT0962                         *CURRENT SURVEY CONTROL
 PT0962  ______________________________________________________________________
 PT0962* NAD 83(1986) POSITION- 44 52 41.     (N) 101 16 45.     (W)   SCALED
 PT0962* NAVD 88 ORTHO HEIGHT -   631.877 (meters)     2073.08  (feet) ADJUSTED
 PT0962  ______________________________________________________________________
 PT0962  GEOID HEIGHT    -        -21.385 (meters)                     GEOID18
 PT0962  DYNAMIC HEIGHT  -        631.755 (meters)     2072.68  (feet) COMP
 PT0962  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 PT0962
 PT0962  VERT ORDER      -  FIRST     CLASS II
 PT0962
 PT0962.The horizontal coordinates were scaled from a map and have
 PT0962.an estimated accuracy of +/- 6 seconds.
 PT0962
 PT0962.The orthometric height was determined by differential leveling and
 PT0962.adjusted by the NATIONAL GEODETIC SURVEY
 PT0962.in June 1991.
 PT0962
 PT0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0962.GEOID18 height accuracy estimate available here.
 PT0962
 PT0962.Click photographs - Photos may exist for this station.
 PT0962
 PT0962.The dynamic height is computed by dividing the NAVD 88
 PT0962.geopotential number by the normal gravity value computed on the
 PT0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0962.degrees latitude (g = 980.6199 gals.).
 PT0962
 PT0962.The modeled gravity was interpolated from observed gravity values.
 PT0962
 PT0962;                    North         East    Units  Estimated Accuracy
 PT0962;SPC SD N     -   116,890.      498,940.      MT  (+/- 180 meters Scaled)
 PT0962
 PT0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ199719(NAD 83)
 PT0962
 PT0962                          SUPERSEDED SURVEY CONTROL
 PT0962
 PT0962.No superseded survey control is available for this station.
 PT0962
 PT0962_MARKER: I = METAL ROD
 PT0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0962_STAMPING: Y 433 1985
 PT0962_MARK LOGO: NGS
 PT0962_PROJECTION: FLUSH
 PT0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0962_ROD/PIPE-DEPTH: 11.0 meters
 PT0962
 PT0962  HISTORY     - Date     Condition        Report By
 PT0962  HISTORY     - 1985     MONUMENTED       NGS
 PT0962
 PT0962                          STATION DESCRIPTION
 PT0962
 PT0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0962'18.3 KM (11.4 MI) SOUTH FROM EAGLE BUTTE.
 PT0962'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0962'STREET AT EAGLE BUTTE, THENCE 14.80 KM (9.20 MI) SOUTH ALONG STATE
 PT0962'HIGHWAY 63, AT THE T JUNCTION IN THE RIGHT-OF-WAY FENCE AT A SECTION
 PT0962'LINE, 0.66 KM (0.41 MI) SOUTH OF MILEPOST 159, 10.4 METERS (34 FT)
 PT0962'WEST OF THE HIGHWAY CENTERLINE, 7.3 METERS (24 FT) SOUTH OF THE SOUTH
 PT0962'END OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE, 1.4 METERS (4.5 FT)
 PT0962'SOUTHEAST OF A POWER POLE AT THE FENCE T JUNCTION AND 0.3 METER (1 FT)
 PT0962'EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PT0962'THROUGH A 5-INCH LOGO CAP.
 PT0962'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0962'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0591 ***********************************************************************
 QS0591  DESIGNATION -  Y 434
 QS0591  PID         -  QS0591
 QS0591  STATE/COUNTY-  SD/ZIEBACH
 QS0591  COUNTRY     -  US
 QS0591  USGS QUAD   -  DUPREE (2017)
 QS0591
 QS0591                         *CURRENT SURVEY CONTROL
 QS0591  ______________________________________________________________________
 QS0591* NAD 83(1986) POSITION- 45 03 03.     (N) 101 32 16.     (W)   SCALED
 QS0591* NAVD 88 ORTHO HEIGHT -   708.561 (meters)     2324.67  (feet) ADJUSTED
 QS0591  ______________________________________________________________________
 QS0591  GEOID HEIGHT    -        -20.682 (meters)                     GEOID18
 QS0591  DYNAMIC HEIGHT  -        708.420 (meters)     2324.21  (feet) COMP
 QS0591  MODELED GRAVITY -    980,393.9   (mgal)                       NAVD 88
 QS0591
 QS0591  VERT ORDER      -  FIRST     CLASS II
 QS0591
 QS0591.The horizontal coordinates were scaled from a map and have
 QS0591.an estimated accuracy of +/- 6 seconds.
 QS0591
 QS0591.The orthometric height was determined by differential leveling and
 QS0591.adjusted by the NATIONAL GEODETIC SURVEY
 QS0591.in June 1991.
 QS0591
 QS0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0591.GEOID18 height accuracy estimate available here.
 QS0591
 QS0591.Click photographs - Photos may exist for this station.
 QS0591
 QS0591.The dynamic height is computed by dividing the NAVD 88
 QS0591.geopotential number by the normal gravity value computed on the
 QS0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0591.degrees latitude (g = 980.6199 gals.).
 QS0591
 QS0591.The modeled gravity was interpolated from observed gravity values.
 QS0591
 QS0591;                    North         East    Units  Estimated Accuracy
 QS0591;SPC SD N     -   136,440.      478,870.      MT  (+/- 180 meters Scaled)
 QS0591
 QS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ001917(NAD 83)
 QS0591
 QS0591                          SUPERSEDED SURVEY CONTROL
 QS0591
 QS0591.No superseded survey control is available for this station.
 QS0591
 QS0591_MARKER: I = METAL ROD
 QS0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0591_STAMPING: Y 434 1985
 QS0591_MARK LOGO: NGS
 QS0591_PROJECTION: FLUSH
 QS0591_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0591+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 QS0591_ROD/PIPE-DEPTH: 3.2 meters
 QS0591
 QS0591  HISTORY     - Date     Condition        Report By
 QS0591  HISTORY     - 1985     MONUMENTED       NGS
 QS0591  HISTORY     - 19960425 GOOD             NGS
 QS0591  HISTORY     - 20120718 GOOD             INDIV
 QS0591
 QS0591                          STATION DESCRIPTION
 QS0591
 QS0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0591'5.4 KM (3.35 MI) EAST FROM DUPREE.
 QS0591'5.36 KM (3.33 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0591'STREET AT DUPREE, AT A TRIPLE WOODEN POST BRACE FOR A T JUNCTION IN
 QS0591'THE RIGHT-OF-WAY FENCE, 2.48 KM (1.54 MI) EAST OF THE T JUNCTION OF
 QS0591'STATE HIGHWAY 65 LEADING NORTH, 0.66 KM (0.41 MI) WEST OF MILEPOST
 QS0591'140, 23.3 METERS (76.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.0
 QS0591'METERS (46 FT) EAST OF TELEPHONE CABLE ACCESS BOX NUMBER 5, 3.0 METERS
 QS0591'(9.7 FT) EAST OF THE WEST END OF THE BRACE IN THE FENCE, 1.1 METERS
 QS0591'(3.5 FT) WEST OF THE EAST END OF THE BRACE IN THE FENCE AND 0.3 METER
 QS0591'(1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 QS0591'IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0591'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0591'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 QS0591
 QS0591                          STATION RECOVERY (1996)
 QS0591
 QS0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0591'5.3 KM (3.30 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QS0591'MAIN STREET IN DUPREE, 660.0 M (2165.3 FT) WEST OF MILEPOST 140, 22.3
 QS0591'M (73.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) EAST OF
 QS0591'UNDERGROUND CABLE JUNCTION BOX NUMBER 5, 8.0 M (26.2 FT) EAST OF THE
 QS0591'CENTER OF A FIELD ENTRANCE AND GATE, 3.0 M (9.8 FT) EAST OF A T-FENCE
 QS0591'CORNER, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 QS0591'SOUTH OF A FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 QS0591'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0591
 QS0591                          STATION RECOVERY (2012)
 QS0591
 QS0591'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0716 ***********************************************************************
 OT0716  DESIGNATION -  Y 435
 OT0716  PID         -  OT0716
 OT0716  STATE/COUNTY-  SD/PENNINGTON
 OT0716  COUNTRY     -  US
 OT0716  USGS QUAD   -  CONATA (2017)
 OT0716
 OT0716                         *CURRENT SURVEY CONTROL
 OT0716  ______________________________________________________________________
 OT0716* NAD 83(1986) POSITION- 43 43 09.     (N) 102 12 10.     (W)   SCALED
 OT0716* NAVD 88 ORTHO HEIGHT -   751.217 (meters)     2464.62  (feet) ADJUSTED
 OT0716  ______________________________________________________________________
 OT0716  GEOID HEIGHT    -        -19.224 (meters)                     GEOID18
 OT0716  DYNAMIC HEIGHT  -        750.976 (meters)     2463.83  (feet) COMP
 OT0716  MODELED GRAVITY -    980,273.3   (mgal)                       NAVD 88
 OT0716
 OT0716  VERT ORDER      -  FIRST     CLASS II
 OT0716
 OT0716.The horizontal coordinates were scaled from a map and have
 OT0716.an estimated accuracy of +/- 6 seconds.
 OT0716
 OT0716.The orthometric height was determined by differential leveling and
 OT0716.adjusted by the NATIONAL GEODETIC SURVEY
 OT0716.in June 1991.
 OT0716
 OT0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0716.GEOID18 height accuracy estimate available here.
 OT0716
 OT0716.Click photographs - Photos may exist for this station.
 OT0716
 OT0716.The dynamic height is computed by dividing the NAVD 88
 OT0716.geopotential number by the normal gravity value computed on the
 OT0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0716.degrees latitude (g = 980.6199 gals.).
 OT0716
 OT0716.The modeled gravity was interpolated from observed gravity values.
 OT0716
 OT0716;                    North         East    Units  Estimated Accuracy
 OT0716;SPC SD S     -   155,650.      449,380.      MT  (+/- 180 meters Scaled)
 OT0716
 OT0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ253444(NAD 83)
 OT0716
 OT0716                          SUPERSEDED SURVEY CONTROL
 OT0716
 OT0716.No superseded survey control is available for this station.
 OT0716
 OT0716_MARKER: I = METAL ROD
 OT0716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OT0716_STAMPING: Y 435 1985
 OT0716_MARK LOGO: NGS
 OT0716_PROJECTION: FLUSH
 OT0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0716+STABILITY: POSITION/ELEVATION WELL
 OT0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0716+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 OT0716_ROD/PIPE-DEPTH: 12.5 meters
 OT0716_SLEEVE-DEPTH  : 12.2 meters
 OT0716
 OT0716  HISTORY     - Date     Condition        Report By
 OT0716  HISTORY     - 1985     MONUMENTED       NGS
 OT0716  HISTORY     - 20120306 GOOD             INDIV
 OT0716
 OT0716                          STATION DESCRIPTION
 OT0716
 OT0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0716'19.0 KM (11.8 MI) WEST FROM INTERIOR.
 OT0716'19.05 KM (11.9 MI) WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 OT0716'STATE HIGHWAY 377 IN INTERIOR, 1.15 KM (0.7 MI) WEST OF THE T JUNCTION
 OT0716'OF CONATA ROAD, 0.7 KM (0.45 MI) WEST OF MILEPOST 107, IN THE
 OT0716'SOUTHWEST CORNER OF THE T JUNCTION OF A PRIVATE DIRT ROAD LEADING
 OT0716'SOUTH, 34.7 METERS (114 FT) SOUTH OF THE HIGHWAY CENTERLINE, 21.4
 OT0716'METERS (70.5 FT) WEST OF THE CENTER OF THE ROAD, 20.1 METERS (66 FT)
 OT0716'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD AND 0.9 METER
 OT0716'(3 FT) NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 OT0716'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0716'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0716'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OT0716
 OT0716                          STATION RECOVERY (2012)
 OT0716
 OT0716'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0618 ***********************************************************************
 QS0618  DESIGNATION -  Y 438
 QS0618  PID         -  QS0618
 QS0618  STATE/COUNTY-  SD/DEWEY
 QS0618  COUNTRY     -  US
 QS0618  USGS QUAD   -  ISABEL (2017)
 QS0618
 QS0618                         *CURRENT SURVEY CONTROL
 QS0618  ______________________________________________________________________
 QS0618* NAD 83(1986) POSITION- 45 23 08.     (N) 101 28 00.     (W)   SCALED
 QS0618* NAVD 88 ORTHO HEIGHT -   723.446 (meters)     2373.51  (feet) ADJUSTED
 QS0618  ______________________________________________________________________
 QS0618  GEOID HEIGHT    -        -20.491 (meters)                     GEOID18
 QS0618  DYNAMIC HEIGHT  -        723.333 (meters)     2373.14  (feet) COMP
 QS0618  MODELED GRAVITY -    980,436.3   (mgal)                       NAVD 88
 QS0618
 QS0618  VERT ORDER      -  FIRST     CLASS II
 QS0618
 QS0618.The horizontal coordinates were scaled from a map and have
 QS0618.an estimated accuracy of +/- 6 seconds.
 QS0618
 QS0618.The orthometric height was determined by differential leveling and
 QS0618.adjusted by the NATIONAL GEODETIC SURVEY
 QS0618.in June 1991.
 QS0618
 QS0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0618.GEOID18 height accuracy estimate available here.
 QS0618
 QS0618.Click photographs - Photos may exist for this station.
 QS0618
 QS0618.The dynamic height is computed by dividing the NAVD 88
 QS0618.geopotential number by the normal gravity value computed on the
 QS0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0618.degrees latitude (g = 980.6199 gals.).
 QS0618
 QS0618.The modeled gravity was interpolated from observed gravity values.
 QS0618
 QS0618;                    North         East    Units  Estimated Accuracy
 QS0618;SPC SD N     -   173,530.      485,150.      MT  (+/- 180 meters Scaled)
 QS0618
 QS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR068287(NAD 83)
 QS0618
 QS0618                          SUPERSEDED SURVEY CONTROL
 QS0618
 QS0618.No superseded survey control is available for this station.
 QS0618
 QS0618_MARKER: F = FLANGE-ENCASED ROD
 QS0618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0618_STAMPING: Y 438 1985
 QS0618_MARK LOGO: NGS
 QS0618_PROJECTION: FLUSH
 QS0618_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0618+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0618_ROD/PIPE-DEPTH: 7.3 meters
 QS0618
 QS0618  HISTORY     - Date     Condition        Report By
 QS0618  HISTORY     - 1985     MONUMENTED       NGS
 QS0618  HISTORY     - 19990622 GOOD             NGS
 QS0618
 QS0618                          STATION DESCRIPTION
 QS0618
 QS0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0618'3.7 KM (2.3 MI) SW FROM ISABEL.
 QS0618'3.66 KM (2.27 MI) SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE POST
 QS0618'OFFICE AT ISABEL, AT THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH,
 QS0618'1.54 KM (0.96 MI) EAST OF THE T JUNCTION OF STATE HIGHWAY 65 AND STATE
 QS0618'HIGHWAY 20, 0.24 KM (0.15 MI) WEST OF MILEPOST 139, 29.3 METERS (96
 QS0618'FT) NORTH OF THE HIGHWAY CENTERLINE, 11.6 METERS (38 FT) WEST OF THE
 QS0618'EXTENDED CENTER OF THE ROAD, 54.9 METERS (180 FT) EAST-NORTHEAST OF
 QS0618'THE NORTH END OF A PIPE CULVERT, 1.4 METERS (4.5 FT) EAST OF A POWER
 QS0618'POLE AT THE NORTH END OF A POWER LINE CROSSING AND 0.3 METER (1 FT)
 QS0618'SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 QS0618'THROUGH A 5-INCH LOGO CAP.
 QS0618'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QS0618'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 QS0618
 QS0618                          STATION RECOVERY (1999)
 QS0618
 QS0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0618'3.6 KM (2.25 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0618'IN ISABEL, 636.0 M (2086.6 FT) EAST OF MILEPOST 138, 29.3 M (96.1 FT)
 QS0618'NORTH OF THE HIGHWAY CENTERLINE, 10.3 M (33.8 FT) WEST OF THE EXTENDED
 QS0618'CENTER OF A GRAVELED ROAD LEADING SOUTH, 6.0 M (19.7 FT) NORTH OF A
 QS0618'FENCE, 5.8 M (19.0 FT) NORTH-NORTHEAST OF A T-JUNCTION UTILITY POLE
 QS0618'WITH 1 GUY CABLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 QS0618'0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 QS0618'POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON PROPERTY OWNED
 QS0618'BY LES LINSKOV, BOX 17, ISABEL, SD 57633.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0073 ***********************************************************************
 PS0073  DESIGNATION -  Y 44 RESET
 PS0073  PID         -  PS0073
 PS0073  STATE/COUNTY-  SD/JERAULD
 PS0073  COUNTRY     -  US
 PS0073  USGS QUAD   -  ALPENA (2017)
 PS0073
 PS0073                         *CURRENT SURVEY CONTROL
 PS0073  ______________________________________________________________________
 PS0073* NAD 83(1986) POSITION- 44 11 03.     (N) 098 21 52.     (W)   SCALED
 PS0073* NAVD 88 ORTHO HEIGHT -   401.16  (meters)     1316.1   (feet) RESET
 PS0073  ______________________________________________________________________
 PS0073  GEOID HEIGHT    -        -25.251 (meters)                     GEOID18
 PS0073  VERT ORDER      -  THIRD
 PS0073
 PS0073.The horizontal coordinates were scaled from a map and have
 PS0073.an estimated accuracy of +/- 6 seconds.
 PS0073
 PS0073.The orthometric height was computed from unverified reset data.
 PS0073
 PS0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0073.GEOID18 height accuracy estimate available here.
 PS0073
 PS0073.Click photographs - Photos may exist for this station.
 PS0073
 PS0073;                    North         East    Units  Estimated Accuracy
 PS0073;SPC SD S     -   207,480.      757,410.      MT  (+/- 180 meters Scaled)
 PS0073
 PS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP507925(NAD 83)
 PS0073
 PS0073                          SUPERSEDED SURVEY CONTROL
 PS0073
 PS0073.No superseded survey control is available for this station.
 PS0073
 PS0073_MARKER: DB = BENCH MARK DISK
 PS0073_STAMPING: Y 44 RESET 1958
 PS0073_MARK LOGO: CGS
 PS0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0073
 PS0073  HISTORY     - Date     Condition        Report By
 PS0073  HISTORY     - 1958     MONUMENTED       CGS
 PS0073  HISTORY     - 1959     GOOD             CGS
 PS0073  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0073
 PS0073                          STATION DESCRIPTION
 PS0073
 PS0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PS0073'AT ALPENA.
 PS0073'AT CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD CROSSING,
 PS0073'AT ALPENA, JERAULD COUNTY, 45 FEET SOUTH AND 19 FEET EAST OF
 PS0073'RAILROAD CROSSING.  A STANDARD DISK, STAMPED Y 44 RESET 1958
 PS0073'AND SET 1-1/2 FEET LOWER THAN THE TRACK.
 PS0073
 PS0073                          STATION RECOVERY (1973)
 PS0073
 PS0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0976 ***********************************************************************
 OQ0976  DESIGNATION -  Y 447
 OQ0976  PID         -  OQ0976
 OQ0976  STATE/COUNTY-  SD/LINCOLN
 OQ0976  COUNTRY     -  US
 OQ0976  USGS QUAD   -  WORTHING (2017)
 OQ0976
 OQ0976                         *CURRENT SURVEY CONTROL
 OQ0976  ______________________________________________________________________
 OQ0976* NAD 83(1986) POSITION- 43 20 42.     (N) 096 47 44.     (W)   SCALED
 OQ0976* NAVD 88 ORTHO HEIGHT -   413.274 (meters)     1355.88  (feet) ADJUSTED
 OQ0976  ______________________________________________________________________
 OQ0976  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 OQ0976  DYNAMIC HEIGHT  -        413.159 (meters)     1355.51  (feet) COMP
 OQ0976  MODELED GRAVITY -    980,330.0   (mgal)                       NAVD 88
 OQ0976
 OQ0976  VERT ORDER      -  FIRST     CLASS II
 OQ0976
 OQ0976.The horizontal coordinates were scaled from a map and have
 OQ0976.an estimated accuracy of +/- 6 seconds.
 OQ0976
 OQ0976.The orthometric height was determined by differential leveling and
 OQ0976.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0976.in June 1991.
 OQ0976
 OQ0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0976.GEOID18 height accuracy estimate available here.
 OQ0976
 OQ0976.Click photographs - Photos may exist for this station.
 OQ0976
 OQ0976.The dynamic height is computed by dividing the NAVD 88
 OQ0976.geopotential number by the normal gravity value computed on the
 OQ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0976.degrees latitude (g = 980.6199 gals.).
 OQ0976
 OQ0976.The modeled gravity was interpolated from observed gravity values.
 OQ0976
 OQ0976;                    North         East    Units  Estimated Accuracy
 OQ0976;SPC SD S     -   118,500.      886,740.      MT  (+/- 180 meters Scaled)
 OQ0976
 OQ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP786014(NAD 83)
 OQ0976
 OQ0976                          SUPERSEDED SURVEY CONTROL
 OQ0976
 OQ0976.No superseded survey control is available for this station.
 OQ0976
 OQ0976_MARKER: I = METAL ROD
 OQ0976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0976_STAMPING: Y 447 1990
 OQ0976_MARK LOGO: NGS
 OQ0976_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0976_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0976+STABILITY: POSITION/ELEVATION WELL
 OQ0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0976+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 OQ0976_ROD/PIPE-DEPTH: 15.9 meters
 OQ0976_SLEEVE-DEPTH  : 12.2 meters
 OQ0976
 OQ0976  HISTORY     - Date     Condition        Report By
 OQ0976  HISTORY     - 1990     MONUMENTED       NGS
 OQ0976  HISTORY     - 20110215 GOOD             INDIV
 OQ0976
 OQ0976                          STATION DESCRIPTION
 OQ0976
 OQ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0976'22.3 KM (13.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0976'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.5 KM (0.3 MI) NORTH OF
 OQ0976'MILEPOST 65, 34.9 M (114.5 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 OQ0976'OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.6 M (24.9 FT) NORTH OF A
 OQ0976'T-FENCE CORNER, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE.
 OQ0976'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ0976
 OQ0976                          STATION RECOVERY (2011)
 OQ0976
 OQ0976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1043 ***********************************************************************
 OQ1043  DESIGNATION -  Y 448
 OQ1043  PID         -  OQ1043
 OQ1043  STATE/COUNTY-  SD/MOODY
 OQ1043  COUNTRY     -  US
 OQ1043  USGS QUAD   -  COLMAN (2017)
 OQ1043
 OQ1043                         *CURRENT SURVEY CONTROL
 OQ1043  ______________________________________________________________________
 OQ1043* NAD 83(1986) POSITION- 43 52 37.     (N) 096 45 27.     (W)   SCALED
 OQ1043* NAVD 88 ORTHO HEIGHT -   494.658 (meters)     1622.89  (feet) ADJUSTED
 OQ1043  ______________________________________________________________________
 OQ1043  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 OQ1043  DYNAMIC HEIGHT  -        494.543 (meters)     1622.51  (feet) COMP
 OQ1043  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 OQ1043
 OQ1043  VERT ORDER      -  FIRST     CLASS II
 OQ1043
 OQ1043.The horizontal coordinates were scaled from a map and have
 OQ1043.an estimated accuracy of +/- 6 seconds.
 OQ1043
 OQ1043.The orthometric height was determined by differential leveling and
 OQ1043.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1043.in September 1993.
 OQ1043
 OQ1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1043.GEOID18 height accuracy estimate available here.
 OQ1043
 OQ1043.Click photographs - Photos may exist for this station.
 OQ1043
 OQ1043.The dynamic height is computed by dividing the NAVD 88
 OQ1043.geopotential number by the normal gravity value computed on the
 OQ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1043.degrees latitude (g = 980.6199 gals.).
 OQ1043
 OQ1043.The modeled gravity was interpolated from observed gravity values.
 OQ1043
 OQ1043;                    North         East    Units  Estimated Accuracy
 OQ1043;SPC SD S     -   177,670.      887,280.      MT  (+/- 180 meters Scaled)
 OQ1043
 OQ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP801606(NAD 83)
 OQ1043
 OQ1043                          SUPERSEDED SURVEY CONTROL
 OQ1043
 OQ1043.No superseded survey control is available for this station.
 OQ1043
 OQ1043_MARKER: I = METAL ROD
 OQ1043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1043_STAMPING: Y 448 1990
 OQ1043_MARK LOGO: NGS
 OQ1043_PROJECTION: PROJECTING 3 CENTIMETERS
 OQ1043_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1043+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1043_ROD/PIPE-DEPTH: 6.7 meters
 OQ1043_SLEEVE-DEPTH  : 0.9 meters
 OQ1043
 OQ1043  HISTORY     - Date     Condition        Report By
 OQ1043  HISTORY     - 1990     MONUMENTED       NGS
 OQ1043  HISTORY     - 19910619 GOOD             NGS
 OQ1043  HISTORY     - 20120514 POOR             INDIV
 OQ1043
 OQ1043                          STATION DESCRIPTION
 OQ1043
 OQ1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1043'11.3 KM (7.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1043'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1043'NORTH OF MILEPOST 102, 31.7 M (104.0 FT) EAST OF THE CENTERLINE OF THE
 OQ1043'NORTHBOUND LANES OF THE HIGHWAY, 27.0 M (88.6 FT) EAST OF THE CENTER
 OQ1043'OF A REST AREA ON RAMP, 23.9 M (78.4 FT) SOUTH OF A T-FENCE CORNER,
 OQ1043'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 OQ1043'SOUTHWEST OF THE MOST SOUTHERLY 1 OF 3 FENCE BRACE POSTS, AND 0.6 M
 OQ1043'(2.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1043'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1043'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1043
 OQ1043                          STATION RECOVERY (1991)
 OQ1043
 OQ1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1043'11.3 KM (7.0 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1043'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1043'NORTH OF MILEPOST 102, 31.7 M (104.0 FT) EAST OF THE CENTERLINE OF THE
 OQ1043'NORTHBOUND LANES OF THE HIGHWAY, 27.0 M (88.6 FT) EAST OF THE CENTER
 OQ1043'OF A REST AREA ON RAMP, 23.9 M (78.4 FT) SOUTH OF A T-FENCE CORNER,
 OQ1043'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 OQ1043'SOUTHWEST OF THE MOST SOUTHERLY 1 OF 3 FENCE BRACE POSTS, AND 0.6 M
 OQ1043'(2.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1043'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1043'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ1043
 OQ1043                          STATION RECOVERY (2012)
 OQ1043
 OQ1043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1043'DAMAGED. COVER BROKEN OFF. ROD HEAVED UP THROUGH ACCESS COVER APPROX.
 OQ1043'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0221 ***********************************************************************
 PS0221  DESIGNATION -  Y 45
 PS0221  PID         -  PS0221
 PS0221  STATE/COUNTY-  SD/SPINK
 PS0221  COUNTRY     -  US
 PS0221  USGS QUAD   -  TULARE (2017)
 PS0221
 PS0221                         *CURRENT SURVEY CONTROL
 PS0221  ______________________________________________________________________
 PS0221* NAD 83(1986) POSITION- 44 44 09.     (N) 098 30 17.     (W)   SCALED
 PS0221* NAVD 88 ORTHO HEIGHT -   401.195 (meters)     1316.25  (feet) ADJUSTED
 PS0221  ______________________________________________________________________
 PS0221  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 PS0221  DYNAMIC HEIGHT  -        401.144 (meters)     1316.09  (feet) COMP
 PS0221  MODELED GRAVITY -    980,480.5   (mgal)                       NAVD 88
 PS0221
 PS0221  VERT ORDER      -  FIRST     CLASS II
 PS0221
 PS0221.The horizontal coordinates were scaled from a map and have
 PS0221.an estimated accuracy of +/- 6 seconds.
 PS0221
 PS0221.The orthometric height was determined by differential leveling and
 PS0221.adjusted by the NATIONAL GEODETIC SURVEY
 PS0221.in June 1991.
 PS0221
 PS0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0221.GEOID18 height accuracy estimate available here.
 PS0221
 PS0221.Click photographs - Photos may exist for this station.
 PS0221
 PS0221.The dynamic height is computed by dividing the NAVD 88
 PS0221.geopotential number by the normal gravity value computed on the
 PS0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0221.degrees latitude (g = 980.6199 gals.).
 PS0221
 PS0221.The modeled gravity was interpolated from observed gravity values.
 PS0221
 PS0221;                    North         East    Units  Estimated Accuracy
 PS0221;SPC SD N     -   101,380.      718,430.      MT  (+/- 180 meters Scaled)
 PS0221
 PS0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ392537(NAD 83)
 PS0221
 PS0221                          SUPERSEDED SURVEY CONTROL
 PS0221
 PS0221  NGVD 29 (??/??/92)  400.899  (m)         1315.28   (f) ADJ UNCH    1 2
 PS0221
 PS0221.Superseded values are not recommended for survey control.
 PS0221
 PS0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0221.See file dsdata.pdf to determine how the superseded data were derived.
 PS0221
 PS0221_MARKER: DB = BENCH MARK DISK
 PS0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0221_STAMPING: Y 45 1934
 PS0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0221+STABILITY: SURFACE MOTION
 PS0221
 PS0221  HISTORY     - Date     Condition        Report By
 PS0221  HISTORY     - 1934     MONUMENTED       CGS
 PS0221
 PS0221                          STATION DESCRIPTION
 PS0221
 PS0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0221'AT TULARE.
 PS0221'AT TULARE, SPINK COUNTY, ABOUT 2 POLES SOUTH OF THE CHICAGO,
 PS0221'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 42 FEET WEST
 PS0221'OF THE CENTER LINE OF THE TRACK, AND 4 FEET SOUTH OF A POLE.
 PS0221'A STANDARD DISK, STAMPED Y 45 1934 AND SET IN THE TOP OF A
 PS0221'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1972 ***********************************************************************
 NM1972  DESIGNATION -  Y 450
 NM1972  PID         -  NM1972
 NM1972  STATE/COUNTY-  SD/UNION
 NM1972  COUNTRY     -  US
 NM1972  USGS QUAD   -  VERMILLION SE (2017)
 NM1972
 NM1972                         *CURRENT SURVEY CONTROL
 NM1972  ______________________________________________________________________
 NM1972* NAD 83(1986) POSITION- 42 49 21.     (N) 096 47 44.     (W)   SCALED
 NM1972* NAVD 88 ORTHO HEIGHT -   375.459 (meters)     1231.82  (feet) ADJUSTED
 NM1972  ______________________________________________________________________
 NM1972  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 NM1972  DYNAMIC HEIGHT  -        375.356 (meters)     1231.48  (feet) COMP
 NM1972  MODELED GRAVITY -    980,336.3   (mgal)                       NAVD 88
 NM1972
 NM1972  VERT ORDER      -  FIRST     CLASS II
 NM1972
 NM1972.The horizontal coordinates were scaled from a map and have
 NM1972.an estimated accuracy of +/- 6 seconds.
 NM1972
 NM1972.The orthometric height was determined by differential leveling and
 NM1972.adjusted by the NATIONAL GEODETIC SURVEY
 NM1972.in June 1991.
 NM1972
 NM1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1972.GEOID18 height accuracy estimate available here.
 NM1972
 NM1972.Click photographs - Photos may exist for this station.
 NM1972
 NM1972.The dynamic height is computed by dividing the NAVD 88
 NM1972.geopotential number by the normal gravity value computed on the
 NM1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1972.degrees latitude (g = 980.6199 gals.).
 NM1972
 NM1972.The modeled gravity was interpolated from observed gravity values.
 NM1972
 NM1972;                    North         East    Units  Estimated Accuracy
 NM1972;SPC SD S     -    60,500.      889,220.      MT  (+/- 180 meters Scaled)
 NM1972
 NM1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN802434(NAD 83)
 NM1972
 NM1972                          SUPERSEDED SURVEY CONTROL
 NM1972
 NM1972.No superseded survey control is available for this station.
 NM1972
 NM1972_MARKER: I = METAL ROD
 NM1972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1972_STAMPING: Y 450 1990
 NM1972_MARK LOGO: NGS
 NM1972_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1972_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1972+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2012
 NM1972_ROD/PIPE-DEPTH: 7.9 meters
 NM1972_SLEEVE-DEPTH  : 0.9 meters
 NM1972
 NM1972  HISTORY     - Date     Condition        Report By
 NM1972  HISTORY     - 1990     MONUMENTED       NGS
 NM1972  HISTORY     - 20120420 GOOD             INDIV
 NM1972
 NM1972                          STATION DESCRIPTION
 NM1972
 NM1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1972'4.1 KM (2.5 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1972'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.45 KM (0.28 MI)
 NM1972'NORTH OF MILEPOST 29, 32.3 M (106.0 FT) EAST OF THE CENTERLINE OF THE
 NM1972'NORTHBOUND LANES OF THE HIGHWAY, 20.3 M (66.6 FT) EAST-SOUTHEAST OF
 NM1972'THE EAST END OF THE MOST SOUTHERLY 1 OF 2 36-INCH CULVERTS, 0.9 M
 NM1972'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF THE
 NM1972'MOST SOUTHERLY 1 OF 2 T-FENCE CORNERS, AND 0.3 M (1.0 FT) WEST OF A
 NM1972'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1972'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A
 NM1972'CLASS A MONUMENT.
 NM1972
 NM1972                          STATION RECOVERY (2012)
 NM1972
 NM1972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1054 ***********************************************************************
 OQ1054  DESIGNATION -  Y 451
 OQ1054  PID         -  OQ1054
 OQ1054  STATE/COUNTY-  SD/MOODY
 OQ1054  COUNTRY     -  US
 OQ1054  USGS QUAD   -  TRENT (2017)
 OQ1054
 OQ1054                         *CURRENT SURVEY CONTROL
 OQ1054  ______________________________________________________________________
 OQ1054* NAD 83(1986) POSITION- 43 58 43.     (N) 096 42 32.     (W)   SCALED
 OQ1054* NAVD 88 ORTHO HEIGHT -   486.537 (meters)     1596.25  (feet) ADJUSTED
 OQ1054  ______________________________________________________________________
 OQ1054  GEOID HEIGHT    -        -26.010 (meters)                     GEOID18
 OQ1054  DYNAMIC HEIGHT  -        486.422 (meters)     1595.87  (feet) COMP
 OQ1054  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 OQ1054
 OQ1054  VERT ORDER      -  FIRST     CLASS II
 OQ1054
 OQ1054.The horizontal coordinates were scaled from a map and have
 OQ1054.an estimated accuracy of +/- 6 seconds.
 OQ1054
 OQ1054.The orthometric height was determined by differential leveling and
 OQ1054.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1054.in June 1991.
 OQ1054
 OQ1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1054.GEOID18 height accuracy estimate available here.
 OQ1054
 OQ1054.Click photographs - Photos may exist for this station.
 OQ1054
 OQ1054.The dynamic height is computed by dividing the NAVD 88
 OQ1054.geopotential number by the normal gravity value computed on the
 OQ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1054.degrees latitude (g = 980.6199 gals.).
 OQ1054
 OQ1054.The modeled gravity was interpolated from observed gravity values.
 OQ1054
 OQ1054;                    North         East    Units  Estimated Accuracy
 OQ1054;SPC SD S     -   189,120.      890,690.      MT  (+/- 180 meters Scaled)
 OQ1054
 OQ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP837720(NAD 83)
 OQ1054
 OQ1054                          SUPERSEDED SURVEY CONTROL
 OQ1054
 OQ1054.No superseded survey control is available for this station.
 OQ1054
 OQ1054_MARKER: I = METAL ROD
 OQ1054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1054_STAMPING: Y 451 1990
 OQ1054_MARK LOGO: NGS
 OQ1054_PROJECTION: FLUSH
 OQ1054_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1054+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1054_ROD/PIPE-DEPTH: 5.3 meters
 OQ1054
 OQ1054  HISTORY     - Date     Condition        Report By
 OQ1054  HISTORY     - 1990     MONUMENTED       NGS
 OQ1054  HISTORY     - 20110330 MARK NOT FOUND   INDIV
 OQ1054
 OQ1054                          STATION DESCRIPTION
 OQ1054
 OQ1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1054'8.5 KM (5.3 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 OQ1054'MAIN STREET IN COLEMAN, 4.0 M (13.1 FT) EAST OF THE INTERSECTION OF
 OQ1054'INTERSTATE HIGHWAY 29, 17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF
 OQ1054'THE HIGHWAY, 8.7 M (28.5 FT) WEST OF AND LEVEL WITH THE CENTER OF A
 OQ1054'GRAVELED ROAD LEADING SOUTH, AND 2.6 M (8.5 FT) SOUTH OF A WITNESS
 OQ1054'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1054
 OQ1054                          STATION RECOVERY (2011)
 OQ1054
 OQ1054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1130 ***********************************************************************
 OQ1130  DESIGNATION -  Y 452
 OQ1130  PID         -  OQ1130
 OQ1130  STATE/COUNTY-  SD/MCCOOK
 OQ1130  COUNTRY     -  US
 OQ1130  USGS QUAD   -  MONTROSE (2017)
 OQ1130
 OQ1130                         *CURRENT SURVEY CONTROL
 OQ1130  ______________________________________________________________________
 OQ1130* NAD 83(1986) POSITION- 43 39 58.     (N) 097 07 45.     (W)   SCALED
 OQ1130* NAVD 88 ORTHO HEIGHT -   497.210 (meters)     1631.26  (feet) ADJUSTED
 OQ1130  ______________________________________________________________________
 OQ1130  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 OQ1130  DYNAMIC HEIGHT  -        497.080 (meters)     1630.84  (feet) COMP
 OQ1130  MODELED GRAVITY -    980,341.2   (mgal)                       NAVD 88
 OQ1130
 OQ1130  VERT ORDER      -  FIRST     CLASS II
 OQ1130
 OQ1130.The horizontal coordinates were scaled from a map and have
 OQ1130.an estimated accuracy of +/- 6 seconds.
 OQ1130
 OQ1130.The orthometric height was determined by differential leveling and
 OQ1130.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1130.in September 1993.
 OQ1130
 OQ1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1130.GEOID18 height accuracy estimate available here.
 OQ1130
 OQ1130.Click photographs - Photos may exist for this station.
 OQ1130
 OQ1130.The dynamic height is computed by dividing the NAVD 88
 OQ1130.geopotential number by the normal gravity value computed on the
 OQ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1130.degrees latitude (g = 980.6199 gals.).
 OQ1130
 OQ1130.The modeled gravity was interpolated from observed gravity values.
 OQ1130
 OQ1130;                    North         East    Units  Estimated Accuracy
 OQ1130;SPC SD S     -   153,040.      858,340.      MT  (+/- 180 meters Scaled)
 OQ1130
 OQ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP508364(NAD 83)
 OQ1130
 OQ1130                          SUPERSEDED SURVEY CONTROL
 OQ1130
 OQ1130.No superseded survey control is available for this station.
 OQ1130
 OQ1130_MARKER: I = METAL ROD
 OQ1130_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1130_STAMPING: Y 452 1991
 OQ1130_MARK LOGO: NGS
 OQ1130_PROJECTION: PROJECTING 2 CENTIMETERS
 OQ1130_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1130+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1130_ROD/PIPE-DEPTH: 6.7 meters
 OQ1130_SLEEVE-DEPTH  : 0.9 meters
 OQ1130
 OQ1130  HISTORY     - Date     Condition        Report By
 OQ1130  HISTORY     - 1991     MONUMENTED       NGS
 OQ1130  HISTORY     - 20120222 GOOD             INDIV
 OQ1130
 OQ1130                          STATION DESCRIPTION
 OQ1130
 OQ1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1130'4.3 KM (2.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1130'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1130'AT THE MINNEHAHA-MCCOOK COUNTY LINE, 34.0 M (111.5 FT) SOUTHEAST OF
 OQ1130'MILEPOST 377, 31.1 M (102.0 FT) SOUTH OF THE CENTERLINE OF THE
 OQ1130'EASTBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT) WEST OF A T-FENCE
 OQ1130'CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 OQ1130'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1130'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1130'THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1130
 OQ1130                          STATION RECOVERY (2012)
 OQ1130
 OQ1130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ1130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0981 ***********************************************************************
 OR0981  DESIGNATION -  Y 453
 OR0981  PID         -  OR0981
 OR0981  STATE/COUNTY-  SD/DAVISON
 OR0981  COUNTRY     -  US
 OR0981  USGS QUAD   -  BETTS (2017)
 OR0981
 OR0981                         *CURRENT SURVEY CONTROL
 OR0981  ______________________________________________________________________
 OR0981* NAD 83(1986) POSITION- 43 41 42.     (N) 098 14 33.     (W)   SCALED
 OR0981* NAVD 88 ORTHO HEIGHT -   432.763 (meters)     1419.82  (feet) ADJUSTED
 OR0981  ______________________________________________________________________
 OR0981  GEOID HEIGHT    -        -26.164 (meters)                     GEOID18
 OR0981  DYNAMIC HEIGHT  -        432.652 (meters)     1419.46  (feet) COMP
 OR0981  MODELED GRAVITY -    980,351.1   (mgal)                       NAVD 88
 OR0981
 OR0981  VERT ORDER      -  FIRST     CLASS II
 OR0981
 OR0981.The horizontal coordinates were scaled from a map and have
 OR0981.an estimated accuracy of +/- 6 seconds.
 OR0981
 OR0981.The orthometric height was determined by differential leveling and
 OR0981.adjusted by the NATIONAL GEODETIC SURVEY
 OR0981.in September 1993.
 OR0981
 OR0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0981.GEOID18 height accuracy estimate available here.
 OR0981
 OR0981.Click photographs - Photos may exist for this station.
 OR0981
 OR0981.The dynamic height is computed by dividing the NAVD 88
 OR0981.geopotential number by the normal gravity value computed on the
 OR0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0981.degrees latitude (g = 980.6199 gals.).
 OR0981
 OR0981.The modeled gravity was interpolated from observed gravity values.
 OR0981
 OR0981;                    North         East    Units  Estimated Accuracy
 OR0981;SPC SD S     -   153,390.      768,520.      MT  (+/- 180 meters Scaled)
 OR0981
 OR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP610382(NAD 83)
 OR0981
 OR0981                          SUPERSEDED SURVEY CONTROL
 OR0981
 OR0981.No superseded survey control is available for this station.
 OR0981
 OR0981_MARKER: I = METAL ROD
 OR0981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0981_STAMPING: Y 453 1991
 OR0981_MARK LOGO: NGS
 OR0981_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0981_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0981+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OR0981_ROD/PIPE-DEPTH: 8.3 meters
 OR0981_SLEEVE-DEPTH  : 0.9 meters
 OR0981
 OR0981  HISTORY     - Date     Condition        Report By
 OR0981  HISTORY     - 1991     MONUMENTED       NGS
 OR0981  HISTORY     - 20120201 GOOD             INDIV
 OR0981
 OR0981                          STATION DESCRIPTION
 OR0981
 OR0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0981'18.5 KM (11.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0981'JUNCTION OF STATE HIGHWAY 37 (EXIT 332) IN MITCHELL, 1.0 KM (0.6 MI)
 OR0981'EAST OF MILEPOST 320, 32.3 M (106.0 FT) SOUTH OF THE CENTERLINE OF
 OR0981'THE EASTBOUND LANES OF THE HIGHWAY, 3.2 M (10.5 FT) NORTHEAST OF THE
 OR0981'3RD UTILITY POLE EAST OF A SUBSTATION, 1.1 M (3.6 FT) NORTH OF A
 OR0981'WITNESS POST AND FENCE, AND 1.0 BELOW THE LEVEL OF THE HIGHWAY.
 OR0981'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR0981'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0981
 OR0981                          STATION RECOVERY (2012)
 OR0981
 OR0981'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0981'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0841 ***********************************************************************
 OS0841  DESIGNATION -  Y 454
 OS0841  PID         -  OS0841
 OS0841  STATE/COUNTY-  SD/JONES
 OS0841  COUNTRY     -  US
 OS0841  USGS QUAD   -  DRAPER (2017)
 OS0841
 OS0841                         *CURRENT SURVEY CONTROL
 OS0841  ______________________________________________________________________
 OS0841* NAD 83(1986) POSITION- 43 54 30.     (N) 100 33 54.     (W)   SCALED
 OS0841* NAVD 88 ORTHO HEIGHT -   699.707 (meters)     2295.62  (feet) ADJUSTED
 OS0841  ______________________________________________________________________
 OS0841  GEOID HEIGHT    -        -24.270 (meters)                     GEOID18
 OS0841  DYNAMIC HEIGHT  -        699.485 (meters)     2294.89  (feet) COMP
 OS0841  MODELED GRAVITY -    980,279.3   (mgal)                       NAVD 88
 OS0841
 OS0841  VERT ORDER      -  FIRST     CLASS II
 OS0841
 OS0841.The horizontal coordinates were scaled from a map and have
 OS0841.an estimated accuracy of +/- 6 seconds.
 OS0841
 OS0841.The orthometric height was determined by differential leveling and
 OS0841.adjusted by the NATIONAL GEODETIC SURVEY
 OS0841.in September 1993.
 OS0841
 OS0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0841.GEOID18 height accuracy estimate available here.
 OS0841
 OS0841.Click photographs - Photos may exist for this station.
 OS0841
 OS0841.The dynamic height is computed by dividing the NAVD 88
 OS0841.geopotential number by the normal gravity value computed on the
 OS0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0841.degrees latitude (g = 980.6199 gals.).
 OS0841
 OS0841.The modeled gravity was interpolated from observed gravity values.
 OS0841
 OS0841;                    North         East    Units  Estimated Accuracy
 OS0841;SPC SD S     -   175,000.      581,390.      MT  (+/- 180 meters Scaled)
 OS0841
 OS0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP743628(NAD 83)
 OS0841
 OS0841                          SUPERSEDED SURVEY CONTROL
 OS0841
 OS0841.No superseded survey control is available for this station.
 OS0841
 OS0841_MARKER: I = METAL ROD
 OS0841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0841_STAMPING: Y 454 1991
 OS0841_MARK LOGO: NGS
 OS0841_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0841_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0841+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2013
 OS0841_ROD/PIPE-DEPTH: 8.5 meters
 OS0841_SLEEVE-DEPTH  : 0.9 meters
 OS0841
 OS0841  HISTORY     - Date     Condition        Report By
 OS0841  HISTORY     - 1991     MONUMENTED       NGS
 OS0841  HISTORY     - 20130117 GOOD             INDIV
 OS0841
 OS0841                          STATION DESCRIPTION
 OS0841
 OS0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0841'12.2 KM (7.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0841'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 0.3 KM (0.2
 OS0841'MI) EAST OF MILEPOST 200, 45.5 M (149.3 FT) SOUTH OF THE CENTERLINE
 OS0841'OF THE EASTBOUND LANES OF THE HIGHWAY, 40.3 M (132.2 FT) SOUTHWEST OF
 OS0841'A CULVERT, 2.2 M (7.2 FT) WEST OF A BRACED FENCE POST, 1.7 M (5.6 FT)
 OS0841'BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A WITNESS
 OS0841'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OS0841'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 OS0841'CLASS A MARK.
 OS0841
 OS0841                          STATION RECOVERY (2013)
 OS0841
 OS0841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0835 ***********************************************************************
 OS0835  DESIGNATION -  Y 455
 OS0835  PID         -  OS0835
 OS0835  STATE/COUNTY-  SD/JONES
 OS0835  COUNTRY     -  US
 OS0835  USGS QUAD   -  VIVIAN NW (2017)
 OS0835
 OS0835                         *CURRENT SURVEY CONTROL
 OS0835  ______________________________________________________________________
 OS0835* NAD 83(1986) POSITION- 43 54 30.     (N) 100 26 31.     (W)   SCALED
 OS0835* NAVD 88 ORTHO HEIGHT -   649.542 (meters)     2131.04  (feet) ADJUSTED
 OS0835  ______________________________________________________________________
 OS0835  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 OS0835  DYNAMIC HEIGHT  -        649.344 (meters)     2130.39  (feet) COMP
 OS0835  MODELED GRAVITY -    980,294.2   (mgal)                       NAVD 88
 OS0835
 OS0835  VERT ORDER      -  FIRST     CLASS II
 OS0835
 OS0835.The horizontal coordinates were scaled from a map and have
 OS0835.an estimated accuracy of +/- 6 seconds.
 OS0835
 OS0835.The orthometric height was determined by differential leveling and
 OS0835.adjusted by the NATIONAL GEODETIC SURVEY
 OS0835.in September 1993.
 OS0835
 OS0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0835.GEOID18 height accuracy estimate available here.
 OS0835
 OS0835.Click photographs - Photos may exist for this station.
 OS0835
 OS0835.The dynamic height is computed by dividing the NAVD 88
 OS0835.geopotential number by the normal gravity value computed on the
 OS0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0835.degrees latitude (g = 980.6199 gals.).
 OS0835
 OS0835.The modeled gravity was interpolated from observed gravity values.
 OS0835
 OS0835;                    North         East    Units  Estimated Accuracy
 OS0835;SPC SD S     -   174,980.      591,280.      MT  (+/- 180 meters Scaled)
 OS0835
 OS0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP842627(NAD 83)
 OS0835
 OS0835                          SUPERSEDED SURVEY CONTROL
 OS0835
 OS0835.No superseded survey control is available for this station.
 OS0835
 OS0835_MARKER: I = METAL ROD
 OS0835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0835_STAMPING: Y 455 1991
 OS0835_MARK LOGO: NGS
 OS0835_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0835_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0835+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0835_ROD/PIPE-DEPTH: 5.8 meters
 OS0835_SLEEVE-DEPTH  : 0.9 meters
 OS0835
 OS0835  HISTORY     - Date     Condition        Report By
 OS0835  HISTORY     - 1991     MONUMENTED       NGS
 OS0835  HISTORY     - 20130114 GOOD             INDIV
 OS0835
 OS0835                          STATION DESCRIPTION
 OS0835
 OS0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0835'22.1 KM (13.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0835'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), 1.1 KM (0.7 MI)
 OS0835'WEST OF MILEPOST 207, NEAR THE CENTER OF TWO BRACED FENCE POSTS, 26.5
 OS0835'M (86.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OS0835'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OS0835'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OS0835'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OS0835'THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0835
 OS0835                          STATION RECOVERY (2013)
 OS0835
 OS0835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4124 ***********************************************************************
 AE4124  DESIGNATION -  Y 456
 AE4124  PID         -  AE4124
 AE4124  STATE/COUNTY-  SD/FAULK
 AE4124  COUNTRY     -  US
 AE4124  USGS QUAD   -  SENECA (2017)
 AE4124
 AE4124                         *CURRENT SURVEY CONTROL
 AE4124  ______________________________________________________________________
 AE4124* NAD 83(1986) POSITION- 45 03 26.     (N) 099 30 43.     (W)   SCALED
 AE4124* NAVD 88 ORTHO HEIGHT -   580.687 (meters)     1905.14  (feet) ADJUSTED
 AE4124  ______________________________________________________________________
 AE4124  GEOID HEIGHT    -        -22.883 (meters)                     GEOID18
 AE4124  DYNAMIC HEIGHT  -        580.607 (meters)     1904.87  (feet) COMP
 AE4124  MODELED GRAVITY -    980,458.9   (mgal)                       NAVD 88
 AE4124
 AE4124  VERT ORDER      -  FIRST     CLASS II
 AE4124
 AE4124.The horizontal coordinates were scaled from a map and have
 AE4124.an estimated accuracy of +/- 6 seconds.
 AE4124
 AE4124.The orthometric height was determined by differential leveling and
 AE4124.adjusted by the NATIONAL GEODETIC SURVEY
 AE4124.in July 1998.
 AE4124
 AE4124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4124.GEOID18 height accuracy estimate available here.
 AE4124
 AE4124.Click photographs - Photos may exist for this station.
 AE4124
 AE4124.The dynamic height is computed by dividing the NAVD 88
 AE4124.geopotential number by the normal gravity value computed on the
 AE4124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4124.degrees latitude (g = 980.6199 gals.).
 AE4124
 AE4124.The modeled gravity was interpolated from observed gravity values.
 AE4124
 AE4124;                    North         East    Units  Estimated Accuracy
 AE4124;SPC SD N     -   136,120.      638,440.      MT  (+/- 180 meters Scaled)
 AE4124
 AE4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ596894(NAD 83)
 AE4124
 AE4124                          SUPERSEDED SURVEY CONTROL
 AE4124
 AE4124.No superseded survey control is available for this station.
 AE4124
 AE4124_MARKER: I = METAL ROD
 AE4124_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4124_STAMPING: Y 456 1996
 AE4124_MARK LOGO: NGS
 AE4124_PROJECTION: FLUSH
 AE4124_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4124+STABILITY: POSITION/ELEVATION WELL
 AE4124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4124+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4124_ROD/PIPE-DEPTH: 15.1 meters
 AE4124_SLEEVE-DEPTH  : 12.0 meters
 AE4124
 AE4124  HISTORY     - Date     Condition        Report By
 AE4124  HISTORY     - 1996     MONUMENTED       NGS
 AE4124
 AE4124                          STATION DESCRIPTION
 AE4124
 AE4124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4124'32.0 KM (19.90 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4124'OFFICE IN FAULKTON, 95.0 M (311.7 FT) WEST OF MILEPOST 246, 60.9 M
 AE4124'(199.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT) EAST OF
 AE4124'THE CENTER OF MAIN STREET IN THE SMALL COMMUNITY OF SENECA, 2.5 M (8.2
 AE4124'FT) NORTH OF A UTILITY POLE, 0.8 M (2.6 FT) WEST OF A WITNESS POST AND
 AE4124'FENCE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE STREET. NOTE--ACCESS
 AE4124'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0868 ***********************************************************************
 OS0868  DESIGNATION -  Y 457
 OS0868  PID         -  OS0868
 OS0868  STATE/COUNTY-  SD/JACKSON
 OS0868  COUNTRY     -  US
 OS0868  USGS QUAD   -  BELVIDERE SW (2017)
 OS0868
 OS0868                         *CURRENT SURVEY CONTROL
 OS0868  ______________________________________________________________________
 OS0868* NAD 83(1986) POSITION- 43 51 04.     (N) 101 22 59.     (W)   SCALED
 OS0868* NAVD 88 ORTHO HEIGHT -   720.835 (meters)     2364.94  (feet) ADJUSTED
 OS0868  ______________________________________________________________________
 OS0868  GEOID HEIGHT    -        -22.109 (meters)                     GEOID18
 OS0868  DYNAMIC HEIGHT  -        720.599 (meters)     2364.17  (feet) COMP
 OS0868  MODELED GRAVITY -    980,269.3   (mgal)                       NAVD 88
 OS0868
 OS0868  VERT ORDER      -  FIRST     CLASS II
 OS0868
 OS0868.The horizontal coordinates were scaled from a map and have
 OS0868.an estimated accuracy of +/- 6 seconds.
 OS0868
 OS0868.The orthometric height was determined by differential leveling and
 OS0868.adjusted by the NATIONAL GEODETIC SURVEY
 OS0868.in September 1993.
 OS0868
 OS0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0868.GEOID18 height accuracy estimate available here.
 OS0868
 OS0868.Click photographs - Photos may exist for this station.
 OS0868
 OS0868.The dynamic height is computed by dividing the NAVD 88
 OS0868.geopotential number by the normal gravity value computed on the
 OS0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0868.degrees latitude (g = 980.6199 gals.).
 OS0868
 OS0868.The modeled gravity was interpolated from observed gravity values.
 OS0868
 OS0868;                    North         East    Units  Estimated Accuracy
 OS0868;SPC SD S     -   169,150.      515,610.      MT  (+/- 180 meters Scaled)
 OS0868
 OS0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP084580(NAD 83)
 OS0868
 OS0868                          SUPERSEDED SURVEY CONTROL
 OS0868
 OS0868.No superseded survey control is available for this station.
 OS0868
 OS0868_MARKER: I = METAL ROD
 OS0868_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0868_STAMPING: Y 457 1991
 OS0868_MARK LOGO: NGS
 OS0868_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0868_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0868+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2013
 OS0868_ROD/PIPE-DEPTH: 6.2 meters
 OS0868_SLEEVE-DEPTH  : 0.9 meters
 OS0868
 OS0868  HISTORY     - Date     Condition        Report By
 OS0868  HISTORY     - 1991     MONUMENTED       NGS
 OS0868  HISTORY     - 20130118 GOOD             INDIV
 OS0868
 OS0868                          STATION DESCRIPTION
 OS0868
 OS0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0868'11.6 KM (7.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0868'JUNCTION OF STATE HIGHWAY 73 SOUTH IN KADOKA (EXIT 150), 0.6 KM (0.35
 OS0868'MI) EAST OF MILEPOST 157, 30.9 M (101.4 FT) SOUTH OF THE CENTERLINE
 OS0868'OF THE EASTBOUND LANES OF THE HIGHWAY, 22.3 M (73.2 FT) NORTHWEST OF
 OS0868'A UTILITY POLE WITH LINES CROSSING THE HIGHWAY, 1.0 M (3.3 FT) BELOW
 OS0868'THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A T-FENCE
 OS0868'CORNER AND WITNESS POST.  NOTE-- ACCESS TO THE DATUM POINT IS THROUGH
 OS0868'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OS0868'FOR A CLASS A MARK.
 OS0868
 OS0868                          STATION RECOVERY (2013)
 OS0868
 OS0868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0905 ***********************************************************************
 OS0905  DESIGNATION -  Y 458
 OS0905  PID         -  OS0905
 OS0905  STATE/COUNTY-  SD/MELLETTE
 OS0905  COUNTRY     -  US
 OS0905  USGS QUAD   -  MISSION NW (2017)
 OS0905
 OS0905                         *CURRENT SURVEY CONTROL
 OS0905  ______________________________________________________________________
 OS0905* NAD 83(1986) POSITION- 43 24 12.     (N) 100 43 51.     (W)   SCALED
 OS0905* NAVD 88 ORTHO HEIGHT -   770.325 (meters)     2527.31  (feet) ADJUSTED
 OS0905  ______________________________________________________________________
 OS0905  GEOID HEIGHT    -        -23.467 (meters)                     GEOID18
 OS0905  DYNAMIC HEIGHT  -        770.031 (meters)     2526.34  (feet) COMP
 OS0905  MODELED GRAVITY -    980,212.2   (mgal)                       NAVD 88
 OS0905
 OS0905  VERT ORDER      -  FIRST     CLASS II
 OS0905
 OS0905.The horizontal coordinates were scaled from a map and have
 OS0905.an estimated accuracy of +/- 6 seconds.
 OS0905
 OS0905.The orthometric height was determined by differential leveling and
 OS0905.adjusted by the NATIONAL GEODETIC SURVEY
 OS0905.in June 1994.
 OS0905
 OS0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0905.GEOID18 height accuracy estimate available here.
 OS0905
 OS0905.Click photographs - Photos may exist for this station.
 OS0905
 OS0905.The dynamic height is computed by dividing the NAVD 88
 OS0905.geopotential number by the normal gravity value computed on the
 OS0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0905.degrees latitude (g = 980.6199 gals.).
 OS0905
 OS0905.The modeled gravity was interpolated from observed gravity values.
 OS0905
 OS0905;                    North         East    Units  Estimated Accuracy
 OS0905;SPC SD S     -   118,940.      567,800.      MT  (+/- 180 meters Scaled)
 OS0905
 OS0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP598070(NAD 83)
 OS0905
 OS0905                          SUPERSEDED SURVEY CONTROL
 OS0905
 OS0905.No superseded survey control is available for this station.
 OS0905
 OS0905_MARKER: I = METAL ROD
 OS0905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0905_STAMPING: Y 458 1992
 OS0905_MARK LOGO: NGS
 OS0905_PROJECTION: FLUSH
 OS0905_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0905+STABILITY: POSITION/ELEVATION WELL
 OS0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0905+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OS0905_ROD/PIPE-DEPTH: 12.8 meters
 OS0905_SLEEVE-DEPTH  : 12.2 meters
 OS0905
 OS0905  HISTORY     - Date     Condition        Report By
 OS0905  HISTORY     - 1992     MONUMENTED       NGS
 OS0905
 OS0905                          STATION DESCRIPTION
 OS0905
 OS0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0905'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0905'IN WHITE RIVER, THENCE 19.1 KM (11.85 MI) SOUTHERLY ALONG U.S.
 OS0905'HIGHWAY 83, 1.7 KM (1.05 MI) NORTH OF THE MELLETTE-TODD COUNTY LINE,
 OS0905'30.1 M (98.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.5 M (37.7
 OS0905'FT) SOUTH OF THE CENTER OF A GATE AND A ROAD LEADING TO A RADIO
 OS0905'TOWER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3
 OS0905'FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OS0905'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8798 ***********************************************************************
 AB8798  DESIGNATION -  Y 459
 AB8798  PID         -  AB8798
 AB8798  STATE/COUNTY-  SD/BROOKINGS
 AB8798  COUNTRY     -  US
 AB8798  USGS QUAD   -  LAKE BENTON SW (2019)
 AB8798
 AB8798                         *CURRENT SURVEY CONTROL
 AB8798  ______________________________________________________________________
 AB8798* NAD 83(1986) POSITION- 44 18 42.     (N) 096 29 14.     (W)   SCALED
 AB8798* NAVD 88 ORTHO HEIGHT -   559.341 (meters)     1835.10  (feet) ADJUSTED
 AB8798  ______________________________________________________________________
 AB8798  GEOID HEIGHT    -        -25.659 (meters)                     GEOID18
 AB8798  DYNAMIC HEIGHT  -        559.231 (meters)     1834.74  (feet) COMP
 AB8798  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 AB8798
 AB8798  VERT ORDER      -  FIRST     CLASS II
 AB8798
 AB8798.The horizontal coordinates were scaled from a map and have
 AB8798.an estimated accuracy of +/- 6 seconds.
 AB8798
 AB8798.The orthometric height was determined by differential leveling and
 AB8798.adjusted by the NATIONAL GEODETIC SURVEY
 AB8798.in October 1997.
 AB8798
 AB8798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8798.GEOID18 height accuracy estimate available here.
 AB8798
 AB8798.Click photographs - Photos may exist for this station.
 AB8798
 AB8798.The dynamic height is computed by dividing the NAVD 88
 AB8798.geopotential number by the normal gravity value computed on the
 AB8798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8798.degrees latitude (g = 980.6199 gals.).
 AB8798
 AB8798.The modeled gravity was interpolated from observed gravity values.
 AB8798
 AB8798;                    North         East    Units  Estimated Accuracy
 AB8798;SPC SD N     -    59,230.      880,190.      MT  (+/- 180 meters Scaled)
 AB8798
 AB8798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ004095(NAD 83)
 AB8798
 AB8798                          SUPERSEDED SURVEY CONTROL
 AB8798
 AB8798.No superseded survey control is available for this station.
 AB8798
 AB8798_MARKER: I = METAL ROD
 AB8798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8798_STAMPING: Y 459 1994
 AB8798_MARK LOGO: NGS
 AB8798_PROJECTION: FLUSH
 AB8798_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8798+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8798_ROD/PIPE-DEPTH: 5.0 meters
 AB8798_SLEEVE-DEPTH  : 0.9 meters
 AB8798
 AB8798  HISTORY     - Date     Condition        Report By
 AB8798  HISTORY     - 1994     MONUMENTED       NGS
 AB8798
 AB8798                          STATION DESCRIPTION
 AB8798
 AB8798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8798'21.4 KM (13.30 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8798'INTERSTATE HIGHWAY 29 IN BROOKINGS, THENCE 0.3 KM (0.20 MI) EASTERLY
 AB8798'ALONG COUNTY ROAD 32, 896.0 M (2939.6 FT) EAST OF MILEPOST 435, 16.0 M
 AB8798'(52.5 FT) NORTH OF THE ROAD CENTER, 15.5 M (50.9 FT) EAST OF THE
 AB8798'CENTERLINE OF COUNTY ROAD 35, 8.5 M (27.9 FT) WEST OF THE CENTER OF A
 AB8798'FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF COUNTY ROAD 35, 0.7
 AB8798'M (2.3 FT) NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, AND 0.4 M (1.3
 AB8798'FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8798'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8798'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0243 ***********************************************************************
 QR0243  DESIGNATION -  Y 46
 QR0243  PID         -  QR0243
 QR0243  STATE/COUNTY-  SD/FAULK
 QR0243  COUNTRY     -  US
 QR0243  USGS QUAD   -  FAULKTON EAST (2017)
 QR0243
 QR0243                         *CURRENT SURVEY CONTROL
 QR0243  ______________________________________________________________________
 QR0243* NAD 83(1986) POSITION- 45 00 18.     (N) 099 03 13.     (W)   SCALED
 QR0243* NAVD 88 ORTHO HEIGHT -   460.862 (meters)     1512.01  (feet) ADJUSTED
 QR0243  ______________________________________________________________________
 QR0243  GEOID HEIGHT    -        -23.713 (meters)                     GEOID18
 QR0243  DYNAMIC HEIGHT  -        460.803 (meters)     1511.82  (feet) COMP
 QR0243  MODELED GRAVITY -    980,474.4   (mgal)                       NAVD 88
 QR0243
 QR0243  VERT ORDER      -  FIRST     CLASS II
 QR0243
 QR0243.The horizontal coordinates were scaled from a map and have
 QR0243.an estimated accuracy of +/- 6 seconds.
 QR0243
 QR0243.The orthometric height was determined by differential leveling and
 QR0243.adjusted by the NATIONAL GEODETIC SURVEY
 QR0243.in June 1991.
 QR0243
 QR0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0243.GEOID18 height accuracy estimate available here.
 QR0243
 QR0243.Click photographs - Photos may exist for this station.
 QR0243
 QR0243.The dynamic height is computed by dividing the NAVD 88
 QR0243.geopotential number by the normal gravity value computed on the
 QR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0243.degrees latitude (g = 980.6199 gals.).
 QR0243
 QR0243.The modeled gravity was interpolated from observed gravity values.
 QR0243
 QR0243;                    North         East    Units  Estimated Accuracy
 QR0243;SPC SD N     -   130,630.      674,610.      MT  (+/- 180 meters Scaled)
 QR0243
 QR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ957835(NAD 83)
 QR0243
 QR0243                          SUPERSEDED SURVEY CONTROL
 QR0243
 QR0243  NGVD 29 (??/??/92)  460.524  (m)         1510.90   (f) ADJ UNCH    1 2
 QR0243
 QR0243.Superseded values are not recommended for survey control.
 QR0243
 QR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0243.See file dsdata.pdf to determine how the superseded data were derived.
 QR0243
 QR0243_MARKER: DB = BENCH MARK DISK
 QR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0243_STAMPING: Y 46 1934
 QR0243_MARK LOGO: CGS
 QR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0243+STABILITY: SURFACE MOTION
 QR0243
 QR0243  HISTORY     - Date     Condition        Report By
 QR0243  HISTORY     - 1934     MONUMENTED       CGS
 QR0243
 QR0243                          STATION DESCRIPTION
 QR0243
 QR0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0243'3.6 MI SE FROM FAULKTON.
 QR0243'3.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QR0243'FROM FAULKTON, FAULK COUNTY, ABOUT 15 POLES EAST OF MILEPOST
 QR0243'29, ABOUT 2 POLES WEST OF BRIDGE D 536, 45 FEET NORTH OF THE
 QR0243'CENTER LINE OF THE TRACK, AND 4 FEET SOUTHWEST OF A POLE.  A
 QR0243'STANDARD DISK, STAMPED Y 46 1934 AND SET IN THE TOP OF A
 QR0243'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8849 ***********************************************************************
 AB8849  DESIGNATION -  Y 460
 AB8849  PID         -  AB8849
 AB8849  STATE/COUNTY-  SD/KINGSBURY
 AB8849  COUNTRY     -  US
 AB8849  USGS QUAD   -  LAKE PRESTON WEST (2017)
 AB8849
 AB8849                         *CURRENT SURVEY CONTROL
 AB8849  ______________________________________________________________________
 AB8849* NAD 83(1986) POSITION- 44 21 44.     (N) 097 23 29.     (W)   SCALED
 AB8849* NAVD 88 ORTHO HEIGHT -   527.277 (meters)     1729.91  (feet) ADJUSTED
 AB8849  ______________________________________________________________________
 AB8849  GEOID HEIGHT    -        -25.155 (meters)                     GEOID18
 AB8849  DYNAMIC HEIGHT  -        527.175 (meters)     1729.57  (feet) COMP
 AB8849  MODELED GRAVITY -    980,407.9   (mgal)                       NAVD 88
 AB8849
 AB8849  VERT ORDER      -  FIRST     CLASS II
 AB8849
 AB8849.The horizontal coordinates were scaled from a map and have
 AB8849.an estimated accuracy of +/- 6 seconds.
 AB8849
 AB8849.The orthometric height was determined by differential leveling and
 AB8849.adjusted by the NATIONAL GEODETIC SURVEY
 AB8849.in October 1997.
 AB8849
 AB8849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8849.GEOID18 height accuracy estimate available here.
 AB8849
 AB8849.Click photographs - Photos may exist for this station.
 AB8849
 AB8849.The dynamic height is computed by dividing the NAVD 88
 AB8849.geopotential number by the normal gravity value computed on the
 AB8849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8849.degrees latitude (g = 980.6199 gals.).
 AB8849
 AB8849.The modeled gravity was interpolated from observed gravity values.
 AB8849
 AB8849;                    North         East    Units  Estimated Accuracy
 AB8849;SPC SD N     -    62,120.      807,920.      MT  (+/- 180 meters Scaled)
 AB8849
 AB8849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ281133(NAD 83)
 AB8849
 AB8849                          SUPERSEDED SURVEY CONTROL
 AB8849
 AB8849.No superseded survey control is available for this station.
 AB8849
 AB8849_MARKER: I = METAL ROD
 AB8849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8849_STAMPING: Y 460 1994
 AB8849_MARK LOGO: NGS
 AB8849_PROJECTION: FLUSH
 AB8849_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8849+STABILITY: POSITION/ELEVATION WELL
 AB8849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8849+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8849_ROD/PIPE-DEPTH: 12.0 meters
 AB8849_SLEEVE-DEPTH  : 9.8 meters
 AB8849
 AB8849  HISTORY     - Date     Condition        Report By
 AB8849  HISTORY     - 1994     MONUMENTED       NGS
 AB8849
 AB8849                          STATION DESCRIPTION
 AB8849
 AB8849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8849'13.7 KM (8.50 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8849'STATE HIGHWAY 25 IN DE SMET, 312.0 M (1023.6 FT) EAST OF MILEPOST 387,
 AB8849'48.5 M (159.1 FT) WEST OF THE CENTER OF A PAVED ROAD, 22.4 M (73.5 FT)
 AB8849'NORTH OF THE HIGHWAY CENTERLINE, 2.3 M (7.5 FT) NORTHEAST OF A WITNESS
 AB8849'POST, 1.5 M (4.9 FT) SOUTHEAST OF A UTILITY POLE WITH TWO GUY CABLES,
 AB8849'AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 AB8849'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9231 ***********************************************************************
 AB9231  DESIGNATION -  Y 461
 AB9231  PID         -  AB9231
 AB9231  STATE/COUNTY-  SD/BEADLE
 AB9231  COUNTRY     -  US
 AB9231  USGS QUAD   -  HURON (2017)
 AB9231
 AB9231                         *CURRENT SURVEY CONTROL
 AB9231  ______________________________________________________________________
 AB9231* NAD 83(1986) POSITION- 44 22 15.     (N) 098 13 32.     (W)   SCALED
 AB9231* NAVD 88 ORTHO HEIGHT -   391.644 (meters)     1284.92  (feet) ADJUSTED
 AB9231  ______________________________________________________________________
 AB9231  GEOID HEIGHT    -        -25.019 (meters)                     GEOID18
 AB9231  DYNAMIC HEIGHT  -        391.579 (meters)     1284.71  (feet) COMP
 AB9231  MODELED GRAVITY -    980,440.4   (mgal)                       NAVD 88
 AB9231
 AB9231  VERT ORDER      -  FIRST     CLASS II
 AB9231
 AB9231.The horizontal coordinates were scaled from a map and have
 AB9231.an estimated accuracy of +/- 6 seconds.
 AB9231
 AB9231.The orthometric height was determined by differential leveling and
 AB9231.adjusted by the NATIONAL GEODETIC SURVEY
 AB9231.in October 1997.
 AB9231
 AB9231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9231.GEOID18 height accuracy estimate available here.
 AB9231
 AB9231.Click photographs - Photos may exist for this station.
 AB9231
 AB9231.The dynamic height is computed by dividing the NAVD 88
 AB9231.geopotential number by the normal gravity value computed on the
 AB9231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9231.degrees latitude (g = 980.6199 gals.).
 AB9231
 AB9231.The modeled gravity was interpolated from observed gravity values.
 AB9231
 AB9231;                    North         East    Units  Estimated Accuracy
 AB9231;SPC SD N     -    61,280.      741,420.      MT  (+/- 180 meters Scaled)
 AB9231
 AB9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ617133(NAD 83)
 AB9231
 AB9231                          SUPERSEDED SURVEY CONTROL
 AB9231
 AB9231.No superseded survey control is available for this station.
 AB9231
 AB9231_MARKER: I = METAL ROD
 AB9231_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9231_STAMPING: Y 461 1994
 AB9231_MARK LOGO: NGS
 AB9231_PROJECTION: FLUSH
 AB9231_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9231+STABILITY: POSITION/ELEVATION WELL
 AB9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9231+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AB9231_ROD/PIPE-DEPTH: 13.4 meters
 AB9231_SLEEVE-DEPTH  : 9.8 meters
 AB9231
 AB9231  HISTORY     - Date     Condition        Report By
 AB9231  HISTORY     - 1994     MONUMENTED       NGS
 AB9231  HISTORY     - 19950630 GOOD             NGS
 AB9231
 AB9231                          STATION DESCRIPTION
 AB9231
 AB9231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9231'0.9 KM (0.55 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB9231'STATE HIGHWAY 37 IN HURON, 193.7 M (635.5 FT) EAST OF MILEPOST 345,
 AB9231'33.1 M (108.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AB9231'THE HIGHWAY, 24.7 M (81.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AB9231'HIGHWAY MAINTENANCE SHOP, 22.5 M (73.8 FT) SOUTH OF THE ENTRANCE TO
 AB9231'THE SHOP, 16.6 M (54.5 FT) NORTH OF THE CENTER OF A SERVICE ROAD, AND
 AB9231'3.6 M (11.8 FT) WEST OF THE CENTER OF A DRIVEWAY.  NOTE--ACCESS TO THE
 AB9231'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8940 ***********************************************************************
 AB8940  DESIGNATION -  Y 462
 AB8940  PID         -  AB8940
 AB8940  STATE/COUNTY-  SD/HAND
 AB8940  COUNTRY     -  US
 AB8940  USGS QUAD   -  WESSINGTON (2017)
 AB8940
 AB8940                         *CURRENT SURVEY CONTROL
 AB8940  ______________________________________________________________________
 AB8940* NAD 83(1986) POSITION- 44 28 19.     (N) 098 44 33.     (W)   SCALED
 AB8940* NAVD 88 ORTHO HEIGHT -   439.547 (meters)     1442.08  (feet) ADJUSTED
 AB8940  ______________________________________________________________________
 AB8940  GEOID HEIGHT    -        -24.870 (meters)                     GEOID18
 AB8940  DYNAMIC HEIGHT  -        439.462 (meters)     1441.80  (feet) COMP
 AB8940  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 AB8940
 AB8940  VERT ORDER      -  FIRST     CLASS II
 AB8940
 AB8940.The horizontal coordinates were scaled from a map and have
 AB8940.an estimated accuracy of +/- 6 seconds.
 AB8940
 AB8940.The orthometric height was determined by differential leveling and
 AB8940.adjusted by the NATIONAL GEODETIC SURVEY
 AB8940.in October 1997.
 AB8940
 AB8940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8940.GEOID18 height accuracy estimate available here.
 AB8940
 AB8940.Click photographs - Photos may exist for this station.
 AB8940
 AB8940.The dynamic height is computed by dividing the NAVD 88
 AB8940.geopotential number by the normal gravity value computed on the
 AB8940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8940.degrees latitude (g = 980.6199 gals.).
 AB8940
 AB8940.The modeled gravity was interpolated from observed gravity values.
 AB8940
 AB8940;                    North         East    Units  Estimated Accuracy
 AB8940;SPC SD N     -    71,740.      700,050.      MT  (+/- 180 meters Scaled)
 AB8940
 AB8940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ204243(NAD 83)
 AB8940
 AB8940                          SUPERSEDED SURVEY CONTROL
 AB8940
 AB8940.No superseded survey control is available for this station.
 AB8940
 AB8940_MARKER: I = METAL ROD
 AB8940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8940_STAMPING: Y 462 1994
 AB8940_MARK LOGO: NGS
 AB8940_PROJECTION: FLUSH
 AB8940_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8940+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8940_ROD/PIPE-DEPTH: 6.6 meters
 AB8940_SLEEVE-DEPTH  : 0.9 meters
 AB8940
 AB8940  HISTORY     - Date     Condition        Report By
 AB8940  HISTORY     - 1994     MONUMENTED       NGS
 AB8940
 AB8940                          STATION DESCRIPTION
 AB8940
 AB8940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8940'20.9 KM (13.00 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8940'IN MILLER, 217.0 M (711.9 FT) EAST OF MILEPOST 314, 59.2 M (194.2 FT)
 AB8940'SOUTHWEST OF THE HIGHWAY CENTERLINE, 57.9 M (190.0 FT) NORTHWEST OF
 AB8940'THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 46.7 NORTHWEST OF A FENCE
 AB8940'CORNER, 30.7 M (100.7 FT) SOUTHWEST OF THE NEAR RAIL OF THE DAKOTA,
 AB8940'MINNESOTA AND EASTERN RAILROAD, 8.5 M (27.9 FT) SOUTHWEST OF THE
 AB8940'CENTER OF A GRAVELED ROAD LEADING NORTHWEST, 0.3 M (1.0 FT) BELOW THE
 AB8940'LEVEL OF THE TRACK, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND
 AB8940'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8940'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9046 ***********************************************************************
 AB9046  DESIGNATION -  Y 463
 AB9046  PID         -  AB9046
 AB9046  STATE/COUNTY-  SD/STANLEY
 AB9046  COUNTRY     -  US
 AB9046  USGS QUAD   -  PIERRE (2017)
 AB9046
 AB9046                         *CURRENT SURVEY CONTROL
 AB9046  ______________________________________________________________________
 AB9046* NAD 83(1986) POSITION- 44 22 15.     (N) 100 22 22.     (W)   SCALED
 AB9046* NAVD 88 ORTHO HEIGHT -   435.820 (meters)     1429.85  (feet) ADJUSTED
 AB9046  ______________________________________________________________________
 AB9046  GEOID HEIGHT    -        -23.432 (meters)                     GEOID18
 AB9046  DYNAMIC HEIGHT  -        435.733 (meters)     1429.57  (feet) COMP
 AB9046  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 AB9046
 AB9046  VERT ORDER      -  FIRST     CLASS II
 AB9046
 AB9046.The horizontal coordinates were scaled from a map and have
 AB9046.an estimated accuracy of +/- 6 seconds.
 AB9046
 AB9046.The orthometric height was determined by differential leveling and
 AB9046.adjusted by the NATIONAL GEODETIC SURVEY
 AB9046.in October 1997.
 AB9046
 AB9046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9046.GEOID18 height accuracy estimate available here.
 AB9046
 AB9046.Click photographs - Photos may exist for this station.
 AB9046
 AB9046.The dynamic height is computed by dividing the NAVD 88
 AB9046.geopotential number by the normal gravity value computed on the
 AB9046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9046.degrees latitude (g = 980.6199 gals.).
 AB9046
 AB9046.The modeled gravity was interpolated from observed gravity values.
 AB9046
 AB9046;                    North         East    Units  Estimated Accuracy
 AB9046;SPC SD S     -   226,360.      596,860.      MT  (+/- 180 meters Scaled)
 AB9046
 AB9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ906139(NAD 83)
 AB9046
 AB9046                          SUPERSEDED SURVEY CONTROL
 AB9046
 AB9046.No superseded survey control is available for this station.
 AB9046
 AB9046_MARKER: I = METAL ROD
 AB9046_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9046_STAMPING: Y 463 1994
 AB9046_MARK LOGO: NGS
 AB9046_PROJECTION: FLUSH
 AB9046_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9046+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9046_ROD/PIPE-DEPTH: 18.9 meters
 AB9046_SLEEVE-DEPTH  : 0.9 meters
 AB9046
 AB9046  HISTORY     - Date     Condition        Report By
 AB9046  HISTORY     - 1994     MONUMENTED       NGS
 AB9046
 AB9046                          STATION DESCRIPTION
 AB9046
 AB9046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9046'1.7 KM (1.05 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9046'IN PIERRE, 76.6 M (251.3 FT) NORTHEAST OF MILEPOST 228, 70.0 M (229.7
 AB9046'FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 63.1 M
 AB9046'(207.0 FT) NORTH OF THE NORTH END OF THE WEST ABUTMENT OF A HIGHWAY
 AB9046'BRIDGE SPANNING THE MISSOURI RIVER, 52.4 M (171.9 FT) NORTHEAST OF THE
 AB9046'CENTER OF A PARKING LOT, 45.1 M (148.0 FT) NORTH OF AN UNDERGROUND
 AB9046'CABLE JUNCTION BOX, 20.9 M (68.6 FT) EAST OF AN UNDERGROUND CABLE
 AB9046'JUNCTION BOX, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, 2.9 M
 AB9046'(9.5 FT) SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, AND 0.6 M (2.0
 AB9046'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AB9046'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB9046'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9039 ***********************************************************************
 AB9039  DESIGNATION -  Y 464
 AB9039  PID         -  AB9039
 AB9039  STATE/COUNTY-  SD/HUGHES
 AB9039  COUNTRY     -  US
 AB9039  USGS QUAD   -  PIERRE NE (2017)
 AB9039
 AB9039                         *CURRENT SURVEY CONTROL
 AB9039  ______________________________________________________________________
 AB9039* NAD 83(1986) POSITION- 44 23 23.     (N) 100 18 53.     (W)   SCALED
 AB9039* NAVD 88 ORTHO HEIGHT -   536.359 (meters)     1759.70  (feet) ADJUSTED
 AB9039  ______________________________________________________________________
 AB9039  GEOID HEIGHT    -        -23.387 (meters)                     GEOID18
 AB9039  DYNAMIC HEIGHT  -        536.252 (meters)     1759.35  (feet) COMP
 AB9039  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 AB9039
 AB9039  VERT ORDER      -  FIRST     CLASS II
 AB9039
 AB9039.The horizontal coordinates were scaled from a map and have
 AB9039.an estimated accuracy of +/- 6 seconds.
 AB9039
 AB9039.The orthometric height was determined by differential leveling and
 AB9039.adjusted by the NATIONAL GEODETIC SURVEY
 AB9039.in October 1997.
 AB9039
 AB9039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9039.GEOID18 height accuracy estimate available here.
 AB9039
 AB9039.Click photographs - Photos may exist for this station.
 AB9039
 AB9039.The dynamic height is computed by dividing the NAVD 88
 AB9039.geopotential number by the normal gravity value computed on the
 AB9039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9039.degrees latitude (g = 980.6199 gals.).
 AB9039
 AB9039.The modeled gravity was interpolated from observed gravity values.
 AB9039
 AB9039;                    North         East    Units  Estimated Accuracy
 AB9039;SPC SD S     -   228,460.      601,480.      MT  (+/- 180 meters Scaled)
 AB9039
 AB9039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952160(NAD 83)
 AB9039
 AB9039                          SUPERSEDED SURVEY CONTROL
 AB9039
 AB9039.No superseded survey control is available for this station.
 AB9039
 AB9039_MARKER: I = METAL ROD
 AB9039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9039_STAMPING: Y 464 1994
 AB9039_MARK LOGO: NGS
 AB9039_PROJECTION: FLUSH
 AB9039_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9039+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9039_ROD/PIPE-DEPTH: 4.9 meters
 AB9039_SLEEVE-DEPTH  : 0.9 meters
 AB9039
 AB9039  HISTORY     - Date     Condition        Report By
 AB9039  HISTORY     - 1994     MONUMENTED       NGS
 AB9039  HISTORY     - 20120308 GOOD             INDIV
 AB9039
 AB9039                          STATION DESCRIPTION
 AB9039
 AB9039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9039'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9039'IN PIERRE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG GARFIELD AVENUE
 AB9039'(U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE), 417.0 M (1368.1 FT) NORTH OF
 AB9039'MILEPOST 97, 35.0 M (114.8 FT) WEST OF THE HIGHWAY CENTERLINE, 26.0 M
 AB9039'(85.3 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 1.7 M (5.6
 AB9039'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A
 AB9039'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9039'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB9039'FOR A CLASS A MARK.
 AB9039
 AB9039                          STATION RECOVERY (2012)
 AB9039
 AB9039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9049 ***********************************************************************
 AB9049  DESIGNATION -  Y 465
 AB9049  PID         -  AB9049
 AB9049  STATE/COUNTY-  SD/STANLEY
 AB9049  COUNTRY     -  US
 AB9049  USGS QUAD   -  PRINCES RANCH (2017)
 AB9049
 AB9049                         *CURRENT SURVEY CONTROL
 AB9049  ______________________________________________________________________
 AB9049* NAD 83(1986) POSITION- 44 23 12.     (N) 100 45 28.     (W)   SCALED
 AB9049* NAVD 88 ORTHO HEIGHT -   597.756 (meters)     1961.14  (feet) ADJUSTED
 AB9049  ______________________________________________________________________
 AB9049  GEOID HEIGHT    -        -22.854 (meters)                     GEOID18
 AB9049  DYNAMIC HEIGHT  -        597.621 (meters)     1960.69  (feet) COMP
 AB9049  MODELED GRAVITY -    980,372.4   (mgal)                       NAVD 88
 AB9049
 AB9049  VERT ORDER      -  FIRST     CLASS II
 AB9049
 AB9049.The horizontal coordinates were scaled from a map and have
 AB9049.an estimated accuracy of +/- 6 seconds.
 AB9049
 AB9049.The orthometric height was determined by differential leveling and
 AB9049.adjusted by the NATIONAL GEODETIC SURVEY
 AB9049.in October 1997.
 AB9049
 AB9049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9049.GEOID18 height accuracy estimate available here.
 AB9049
 AB9049.Click photographs - Photos may exist for this station.
 AB9049
 AB9049.The dynamic height is computed by dividing the NAVD 88
 AB9049.geopotential number by the normal gravity value computed on the
 AB9049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9049.degrees latitude (g = 980.6199 gals.).
 AB9049
 AB9049.The modeled gravity was interpolated from observed gravity values.
 AB9049
 AB9049;                    North         East    Units  Estimated Accuracy
 AB9049;SPC SD S     -   228,200.      566,180.      MT  (+/- 180 meters Scaled)
 AB9049
 AB9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ599163(NAD 83)
 AB9049
 AB9049                          SUPERSEDED SURVEY CONTROL
 AB9049
 AB9049.No superseded survey control is available for this station.
 AB9049
 AB9049_MARKER: I = METAL ROD
 AB9049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9049_STAMPING: Y 465 1995
 AB9049_MARK LOGO: NGS
 AB9049_PROJECTION: FLUSH
 AB9049_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9049+STABILITY: POSITION/ELEVATION WELL
 AB9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9049+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9049_ROD/PIPE-DEPTH: 8.4 meters
 AB9049_SLEEVE-DEPTH  : 6.1 meters
 AB9049
 AB9049  HISTORY     - Date     Condition        Report By
 AB9049  HISTORY     - 1995     MONUMENTED       NGS
 AB9049  HISTORY     - 20120524 MARK NOT FOUND   INDIV
 AB9049
 AB9049                          STATION DESCRIPTION
 AB9049
 AB9049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9049'33.4 KM (20.75 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9049'IN PIERRE, 504.0 M (1653.5 FT) EAST OF MILEPOST 208, 121.0 M (397.0
 AB9049'FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 21.5 M (70.5 FT)
 AB9049'NORTH OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) SOUTH OF A WITNESS
 AB9049'POST, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AB9049'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9049
 AB9049                          STATION RECOVERY (2012)
 AB9049
 AB9049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8892 ***********************************************************************
 AD8892  DESIGNATION -  Y 466
 AD8892  PID         -  AD8892
 AD8892  STATE/COUNTY-  SD/DEUEL
 AD8892  COUNTRY     -  US
 AD8892  USGS QUAD   -  GOODWIN (2017)
 AD8892
 AD8892                         *CURRENT SURVEY CONTROL
 AD8892  ______________________________________________________________________
 AD8892* NAD 83(1986) POSITION- 44 53 25.     (N) 096 46 54.     (W)   SCALED
 AD8892* NAVD 88 ORTHO HEIGHT -   571.656 (meters)     1875.51  (feet) ADJUSTED
 AD8892  ______________________________________________________________________
 AD8892  GEOID HEIGHT    -        -25.295 (meters)                     GEOID18
 AD8892  DYNAMIC HEIGHT  -        571.569 (meters)     1875.22  (feet) COMP
 AD8892  MODELED GRAVITY -    980,447.8   (mgal)                       NAVD 88
 AD8892
 AD8892  VERT ORDER      -  FIRST     CLASS II
 AD8892
 AD8892.The horizontal coordinates were scaled from a map and have
 AD8892.an estimated accuracy of +/- 6 seconds.
 AD8892
 AD8892.The orthometric height was determined by differential leveling and
 AD8892.adjusted by the NATIONAL GEODETIC SURVEY
 AD8892.in July 1998.
 AD8892
 AD8892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8892.GEOID18 height accuracy estimate available here.
 AD8892
 AD8892.Click photographs - Photos may exist for this station.
 AD8892
 AD8892.The dynamic height is computed by dividing the NAVD 88
 AD8892.geopotential number by the normal gravity value computed on the
 AD8892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8892.degrees latitude (g = 980.6199 gals.).
 AD8892
 AD8892.The modeled gravity was interpolated from observed gravity values.
 AD8892
 AD8892;                    North         East    Units  Estimated Accuracy
 AD8892;SPC SD N     -   122,500.      854,160.      MT  (+/- 180 meters Scaled)
 AD8892
 AD8892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ751731(NAD 83)
 AD8892
 AD8892                          SUPERSEDED SURVEY CONTROL
 AD8892
 AD8892.No superseded survey control is available for this station.
 AD8892
 AD8892_MARKER: I = METAL ROD
 AD8892_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8892_STAMPING: Y 466 1995
 AD8892_MARK LOGO: NGS
 AD8892_PROJECTION: FLUSH
 AD8892_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8892+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8892_ROD/PIPE-DEPTH: 10.2 meters
 AD8892_SLEEVE-DEPTH  : 0.9 meters
 AD8892
 AD8892  HISTORY     - Date     Condition        Report By
 AD8892  HISTORY     - 1995     MONUMENTED       NGS
 AD8892
 AD8892                          STATION DESCRIPTION
 AD8892
 AD8892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8892'21.7 KM (13.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AD8892'OF INTERSTATE HIGHWAY 29 IN WATERTOWN, 454.0 M (1489.5 FT) EAST OF
 AD8892'MILEPOST 393, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.7 M
 AD8892'(61.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW
 AD8892'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 AD8892'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AD8892'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AD8892'MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5817 ***********************************************************************
 AE5817  DESIGNATION -  Y 467
 AE5817  PID         -  AE5817
 AE5817  STATE/COUNTY-  SD/SPINK
 AE5817  COUNTRY     -  US
 AE5817  USGS QUAD   -  DOLAND NW (2017)
 AE5817
 AE5817                         *CURRENT SURVEY CONTROL
 AE5817  ______________________________________________________________________
 AE5817* NAD 83(1986) POSITION- 44 53 38.     (N) 098 10 24.     (W)   SCALED
 AE5817* NAVD 88 ORTHO HEIGHT -   394.887 (meters)     1295.56  (feet) ADJUSTED
 AE5817  ______________________________________________________________________
 AE5817  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 AE5817  DYNAMIC HEIGHT  -        394.845 (meters)     1295.42  (feet) COMP
 AE5817  MODELED GRAVITY -    980,499.7   (mgal)                       NAVD 88
 AE5817
 AE5817  VERT ORDER      -  FIRST     CLASS II
 AE5817
 AE5817.The horizontal coordinates were scaled from a map and have
 AE5817.an estimated accuracy of +/- 6 seconds.
 AE5817
 AE5817.The orthometric height was determined by differential leveling and
 AE5817.adjusted by the NATIONAL GEODETIC SURVEY
 AE5817.in July 1998.
 AE5817
 AE5817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5817.GEOID18 height accuracy estimate available here.
 AE5817
 AE5817.Click photographs - Photos may exist for this station.
 AE5817
 AE5817.The dynamic height is computed by dividing the NAVD 88
 AE5817.geopotential number by the normal gravity value computed on the
 AE5817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5817.degrees latitude (g = 980.6199 gals.).
 AE5817
 AE5817.The modeled gravity was interpolated from observed gravity values.
 AE5817
 AE5817;                    North         East    Units  Estimated Accuracy
 AE5817;SPC SD N     -   119,480.      744,270.      MT  (+/- 180 meters Scaled)
 AE5817
 AE5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ652714(NAD 83)
 AE5817
 AE5817                          SUPERSEDED SURVEY CONTROL
 AE5817
 AE5817.No superseded survey control is available for this station.
 AE5817
 AE5817_MARKER: I = METAL ROD
 AE5817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5817_STAMPING: Y 467 1995
 AE5817_MARK LOGO: NGS
 AE5817_PROJECTION: FLUSH
 AE5817_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5817+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5817_ROD/PIPE-DEPTH: 14.2 meters
 AE5817_SLEEVE-DEPTH  : 0.9 meters
 AE5817
 AE5817  HISTORY     - Date     Condition        Report By
 AE5817  HISTORY     - 1995     MONUMENTED       NGS
 AE5817
 AE5817                          STATION DESCRIPTION
 AE5817
 AE5817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5817'5.6 KM (3.45 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5817'HUMPHREY DRIVE IN DOLAND, 14.6 M (47.9 FT) SOUTH OF THE HIGHWAY
 AE5817'CENTERLINE, 5.1 M (16.7 FT) SOUTH OF MILEPOST 324, 1.0 M (3.3 FT)
 AE5817'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AE5817'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE5817'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE5817'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4090 ***********************************************************************
 AE4090  DESIGNATION -  Y 468
 AE4090  PID         -  AE4090
 AE4090  STATE/COUNTY-  SD/POTTER
 AE4090  COUNTRY     -  US
 AE4090  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4090
 AE4090                         *CURRENT SURVEY CONTROL
 AE4090  ______________________________________________________________________
 AE4090* NAD 83(1986) POSITION- 45 00 42.     (N) 100 17 37.     (W)   SCALED
 AE4090* NAVD 88 ORTHO HEIGHT -   508.664 (meters)     1668.84  (feet) ADJUSTED
 AE4090  ______________________________________________________________________
 AE4090  GEOID HEIGHT    -        -22.476 (meters)                     GEOID18
 AE4090  DYNAMIC HEIGHT  -        508.592 (meters)     1668.61  (feet) COMP
 AE4090  MODELED GRAVITY -    980,460.2   (mgal)                       NAVD 88
 AE4090
 AE4090  VERT ORDER      -  FIRST     CLASS II
 AE4090
 AE4090.The horizontal coordinates were scaled from a map and have
 AE4090.an estimated accuracy of +/- 6 seconds.
 AE4090
 AE4090.The orthometric height was determined by differential leveling and
 AE4090.adjusted by the NATIONAL GEODETIC SURVEY
 AE4090.in July 1998.
 AE4090
 AE4090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4090.GEOID18 height accuracy estimate available here.
 AE4090
 AE4090.Click photographs - Photos may exist for this station.
 AE4090
 AE4090.The dynamic height is computed by dividing the NAVD 88
 AE4090.geopotential number by the normal gravity value computed on the
 AE4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4090.degrees latitude (g = 980.6199 gals.).
 AE4090
 AE4090.The modeled gravity was interpolated from observed gravity values.
 AE4090
 AE4090;                    North         East    Units  Estimated Accuracy
 AE4090;SPC SD N     -   130,980.      576,860.      MT  (+/- 180 meters Scaled)
 AE4090
 AE4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ980850(NAD 83)
 AE4090
 AE4090                          SUPERSEDED SURVEY CONTROL
 AE4090
 AE4090.No superseded survey control is available for this station.
 AE4090
 AE4090_MARKER: DV = VERTICAL CONTROL DISK
 AE4090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4090_SP_SET: ABUTMENT
 AE4090_STAMPING: Y 468 1996
 AE4090_MARK LOGO: NGS
 AE4090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4090+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AE4090
 AE4090  HISTORY     - Date     Condition        Report By
 AE4090  HISTORY     - 1996     MONUMENTED       NGS
 AE4090  HISTORY     - 20120620 GOOD             INDIV
 AE4090
 AE4090                          STATION DESCRIPTION
 AE4090
 AE4090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4090'27.5 KM (17.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4090'OF EXENE STREET IN GETTYSBURG, SET VERTICALLY IN THE IN THE NORTH FACE
 AE4090'OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE
 AE4090'MISSOURI RIVER, 882.0 M (2893.7 FT) EAST OF MILEPOST 208, 5.4 M (17.7
 AE4090'FT) EAST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) WEST OF THE EAST
 AE4090'END OF THE ABUTMENT, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AE4090'HIGHWAY.
 AE4090
 AE4090                          STATION RECOVERY (2012)
 AE4090
 AE4090'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4136 ***********************************************************************
 AE4136  DESIGNATION -  Y 469
 AE4136  PID         -  AE4136
 AE4136  STATE/COUNTY-  SD/FAULK
 AE4136  COUNTRY     -  US
 AE4136  USGS QUAD   -  FAULKTON WEST (2017)
 AE4136
 AE4136                         *CURRENT SURVEY CONTROL
 AE4136  ______________________________________________________________________
 AE4136* NAD 83(1986) POSITION- 45 02 32.     (N) 099 12 59.     (W)   SCALED
 AE4136* NAVD 88 ORTHO HEIGHT -   517.440 (meters)     1697.63  (feet) ADJUSTED
 AE4136  ______________________________________________________________________
 AE4136  GEOID HEIGHT    -        -23.488 (meters)                     GEOID18
 AE4136  DYNAMIC HEIGHT  -        517.370 (meters)     1697.40  (feet) COMP
 AE4136  MODELED GRAVITY -    980,463.6   (mgal)                       NAVD 88
 AE4136
 AE4136  VERT ORDER      -  FIRST     CLASS II
 AE4136
 AE4136.The horizontal coordinates were scaled from a map and have
 AE4136.an estimated accuracy of +/- 6 seconds.
 AE4136
 AE4136.The orthometric height was determined by differential leveling and
 AE4136.adjusted by the NATIONAL GEODETIC SURVEY
 AE4136.in July 1998.
 AE4136
 AE4136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4136.GEOID18 height accuracy estimate available here.
 AE4136
 AE4136.Click photographs - Photos may exist for this station.
 AE4136
 AE4136.The dynamic height is computed by dividing the NAVD 88
 AE4136.geopotential number by the normal gravity value computed on the
 AE4136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4136.degrees latitude (g = 980.6199 gals.).
 AE4136
 AE4136.The modeled gravity was interpolated from observed gravity values.
 AE4136
 AE4136;                    North         East    Units  Estimated Accuracy
 AE4136;SPC SD N     -   134,630.      661,740.      MT  (+/- 180 meters Scaled)
 AE4136
 AE4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ829876(NAD 83)
 AE4136
 AE4136                          SUPERSEDED SURVEY CONTROL
 AE4136
 AE4136.No superseded survey control is available for this station.
 AE4136
 AE4136_MARKER: I = METAL ROD
 AE4136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4136_STAMPING: Y 469 1996
 AE4136_MARK LOGO: NGS
 AE4136_PROJECTION: FLUSH
 AE4136_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4136+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4136_ROD/PIPE-DEPTH: 7.8 meters
 AE4136_SLEEVE-DEPTH  : 0.9 meters
 AE4136
 AE4136  HISTORY     - Date     Condition        Report By
 AE4136  HISTORY     - 1996     MONUMENTED       NGS
 AE4136
 AE4136                          STATION DESCRIPTION
 AE4136
 AE4136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4136'7.5 KM (4.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4136'IN FAULKTON, 734.0 M (2408.1 FT) WEST OF MILEPOST 263, 19.2 M (63.0
 AE4136'FT) NORTH OF THE HIGHWAY CENTERLINE, 2.3 M (7.5 FT) EAST OF A FENCE,
 AE4136'0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AE4136'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AE4136'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE4136'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0334 ***********************************************************************
 PS0334  DESIGNATION -  Y 47
 PS0334  PID         -  PS0334
 PS0334  STATE/COUNTY-  SD/HYDE
 PS0334  COUNTRY     -  US
 PS0334  USGS QUAD   -  HIGHMORE (2017)
 PS0334
 PS0334                         *CURRENT SURVEY CONTROL
 PS0334  ______________________________________________________________________
 PS0334* NAD 83(1986) POSITION- 44 31 17.     (N) 099 26 30.     (W)   SCALED
 PS0334* NAVD 88 ORTHO HEIGHT -   575.814 (meters)     1889.15  (feet) ADJUSTED
 PS0334  ______________________________________________________________________
 PS0334  GEOID HEIGHT    -        -23.860 (meters)                     GEOID18
 PS0334  DYNAMIC HEIGHT  -        575.699 (meters)     1888.77  (feet) COMP
 PS0334  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 PS0334
 PS0334  VERT ORDER      -  SECOND    CLASS 0
 PS0334
 PS0334.The horizontal coordinates were scaled from a map and have
 PS0334.an estimated accuracy of +/- 6 seconds.
 PS0334
 PS0334.The orthometric height was determined by differential leveling and
 PS0334.adjusted by the NATIONAL GEODETIC SURVEY
 PS0334.in June 1991.
 PS0334
 PS0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0334.GEOID18 height accuracy estimate available here.
 PS0334
 PS0334.Click photographs - Photos may exist for this station.
 PS0334
 PS0334.The dynamic height is computed by dividing the NAVD 88
 PS0334.geopotential number by the normal gravity value computed on the
 PS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0334.degrees latitude (g = 980.6199 gals.).
 PS0334
 PS0334.The modeled gravity was interpolated from observed gravity values.
 PS0334
 PS0334;                    North         East    Units  Estimated Accuracy
 PS0334;SPC SD N     -    76,610.      644,390.      MT  (+/- 180 meters Scaled)
 PS0334
 PS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ649298(NAD 83)
 PS0334
 PS0334                          SUPERSEDED SURVEY CONTROL
 PS0334
 PS0334  NGVD 29 (??/??/92)  575.451  (m)         1887.96   (f) ADJ UNCH    2 0
 PS0334
 PS0334.Superseded values are not recommended for survey control.
 PS0334
 PS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0334.See file dsdata.pdf to determine how the superseded data were derived.
 PS0334
 PS0334_MARKER: DB = BENCH MARK DISK
 PS0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0334_SP_SET: TANK FOUNDATION
 PS0334_STAMPING: Y 47 1934
 PS0334_MARK LOGO: CGS
 PS0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0334
 PS0334  HISTORY     - Date     Condition        Report By
 PS0334  HISTORY     - 1934     MONUMENTED       CGS
 PS0334  HISTORY     - 1940     GOOD             CGS
 PS0334  HISTORY     - 19941102 MARK NOT FOUND   NGS
 PS0334
 PS0334                          STATION DESCRIPTION
 PS0334
 PS0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0334'AT HIGHMORE.
 PS0334'AT HIGHMORE, HYDE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PS0334'RAILWAY, AT THE RAILROAD WATER TANK, IN THE TOP OF THE NORTH
 PS0334'END OF THE EAST CENTER FOUNDATION, 33.8 FEET NORTH OF THE NORTH
 PS0334'RAIL OF THE MAIN TRACK, AND 7.8 FEET SOUTH OF THE SOUTH RAIL OF
 PS0334'THE SIDETRACK.  A STANDARD DISK, STAMPED Y 47 1934.
 PS0334
 PS0334                          STATION RECOVERY (1994)
 PS0334
 PS0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0334'A DRILL HOLE WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5860 ***********************************************************************
 AE5860  DESIGNATION -  Y 470
 AE5860  PID         -  AE5860
 AE5860  STATE/COUNTY-  SD/HAND
 AE5860  COUNTRY     -  US
 AE5860  USGS QUAD   -  ROCKHAM SW (2017)
 AE5860
 AE5860                         *CURRENT SURVEY CONTROL
 AE5860  ______________________________________________________________________
 AE5860* NAD 83(1986) POSITION- 44 45 03.     (N) 098 59 18.     (W)   SCALED
 AE5860* NAVD 88 ORTHO HEIGHT -   444.501 (meters)     1458.33  (feet) ADJUSTED
 AE5860  ______________________________________________________________________
 AE5860  GEOID HEIGHT    -        -24.230 (meters)                     GEOID18
 AE5860  DYNAMIC HEIGHT  -        444.432 (meters)     1458.11  (feet) COMP
 AE5860  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 AE5860
 AE5860  VERT ORDER      -  FIRST     CLASS II
 AE5860
 AE5860.The horizontal coordinates were scaled from a map and have
 AE5860.an estimated accuracy of +/- 6 seconds.
 AE5860
 AE5860.The orthometric height was determined by differential leveling and
 AE5860.adjusted by the NATIONAL GEODETIC SURVEY
 AE5860.in July 1998.
 AE5860
 AE5860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5860.GEOID18 height accuracy estimate available here.
 AE5860
 AE5860.Click photographs - Photos may exist for this station.
 AE5860
 AE5860.The dynamic height is computed by dividing the NAVD 88
 AE5860.geopotential number by the normal gravity value computed on the
 AE5860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5860.degrees latitude (g = 980.6199 gals.).
 AE5860
 AE5860.The modeled gravity was interpolated from observed gravity values.
 AE5860
 AE5860;                    North         East    Units  Estimated Accuracy
 AE5860;SPC SD N     -   102,460.      680,110.      MT  (+/- 180 meters Scaled)
 AE5860
 AE5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ009552(NAD 83)
 AE5860
 AE5860                          SUPERSEDED SURVEY CONTROL
 AE5860
 AE5860.No superseded survey control is available for this station.
 AE5860
 AE5860_MARKER: I = METAL ROD
 AE5860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5860_STAMPING: Y 470 1996
 AE5860_MARK LOGO: NGS
 AE5860_PROJECTION: FLUSH
 AE5860_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5860+STABILITY: POSITION/ELEVATION WELL
 AE5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5860+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5860_ROD/PIPE-DEPTH: 17.1 meters
 AE5860_SLEEVE-DEPTH  : 12.2 meters
 AE5860
 AE5860  HISTORY     - Date     Condition        Report By
 AE5860  HISTORY     - 1996     MONUMENTED       NGS
 AE5860  HISTORY     - 20121129 MARK NOT FOUND   SDDENR
 AE5860
 AE5860                          STATION DESCRIPTION
 AE5860
 AE5860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5860'25.8 KM (16.05 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5860'OFFICE IN MILLER, 644.0 M (2112.9 FT) SOUTH OF MILEPOST 128, 16.8 M
 AE5860'(55.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 14.3 M (46.9 FT)
 AE5860'EAST OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) NORTH OF THE CENTER OF
 AE5860'A GATE, 1.1 M (3.6 FT) WEST OF A WITNESS POST AND FENCE, AND 1.0 M
 AE5860'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AE5860'POINT IS THROUGH A 5-INCH LOGO CAP.
 AE5860
 AE5860                          STATION RECOVERY (2012)
 AE5860
 AE5860'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2012 (DL)
 AE5860'AFTER A SEARCH OF THE INDICATED AREA, THE MARK WAS NOT FOUND.  ONLY A
 AE5860'WITNESS POST INDICATING THE HIGHWAY RIGHT-OF-WAY WAS LOCATED NEAR
 AE5860'WHERE THE MARKER SHOULD HAVE BEEN.  THERE WAS NO SURVEY MARK WITNESS
 AE5860'POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4149 ***********************************************************************
 AE4149  DESIGNATION -  Y 471
 AE4149  PID         -  AE4149
 AE4149  STATE/COUNTY-  SD/FAULK
 AE4149  COUNTRY     -  US
 AE4149  USGS QUAD   -  FAULKTON EAST (2017)
 AE4149
 AE4149                         *CURRENT SURVEY CONTROL
 AE4149  ______________________________________________________________________
 AE4149* NAD 83(1986) POSITION- 45 00 14.     (N) 099 01 19.     (W)   SCALED
 AE4149* NAVD 88 ORTHO HEIGHT -   455.213 (meters)     1493.48  (feet) ADJUSTED
 AE4149  ______________________________________________________________________
 AE4149  GEOID HEIGHT    -        -23.767 (meters)                     GEOID18
 AE4149  DYNAMIC HEIGHT  -        455.156 (meters)     1493.29  (feet) COMP
 AE4149  MODELED GRAVITY -    980,479.1   (mgal)                       NAVD 88
 AE4149
 AE4149  VERT ORDER      -  FIRST     CLASS II
 AE4149
 AE4149.The horizontal coordinates were scaled from a map and have
 AE4149.an estimated accuracy of +/- 6 seconds.
 AE4149
 AE4149.The orthometric height was determined by differential leveling and
 AE4149.adjusted by the NATIONAL GEODETIC SURVEY
 AE4149.in July 1998.
 AE4149
 AE4149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4149.GEOID18 height accuracy estimate available here.
 AE4149
 AE4149.Click photographs - Photos may exist for this station.
 AE4149
 AE4149.The dynamic height is computed by dividing the NAVD 88
 AE4149.geopotential number by the normal gravity value computed on the
 AE4149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4149.degrees latitude (g = 980.6199 gals.).
 AE4149
 AE4149.The modeled gravity was interpolated from observed gravity values.
 AE4149
 AE4149;                    North         East    Units  Estimated Accuracy
 AE4149;SPC SD N     -   130,540.      677,110.      MT  (+/- 180 meters Scaled)
 AE4149
 AE4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ982833(NAD 83)
 AE4149
 AE4149                          SUPERSEDED SURVEY CONTROL
 AE4149
 AE4149.No superseded survey control is available for this station.
 AE4149
 AE4149_MARKER: I = METAL ROD
 AE4149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4149_STAMPING: Y 471 1996
 AE4149_MARK LOGO: NGS
 AE4149_PROJECTION: FLUSH
 AE4149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4149+STABILITY: POSITION/ELEVATION WELL
 AE4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4149+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4149_ROD/PIPE-DEPTH: 15.3 meters
 AE4149_SLEEVE-DEPTH  : 12.0 meters
 AE4149
 AE4149  HISTORY     - Date     Condition        Report By
 AE4149  HISTORY     - 1996     MONUMENTED       NGS
 AE4149
 AE4149                          STATION DESCRIPTION
 AE4149
 AE4149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4149'11.4 KM (7.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4149'IN FAULKTON, 415.0 M (1361.5 FT) EAST OF MILEPOST 274, 21.9 M (71.9
 AE4149'FT) EAST OF THE HIGHWAY CENTERLINE, 2.4 M (7.9 FT) NORTHWEST OF THE
 AE4149'MOST SOUTHERLY OF 2 FENCE POSTS, 0.9 M (3.0 FT) WEST OF A WITNESS POST
 AE4149'AND FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE4149'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0407 ***********************************************************************
 PS0407  DESIGNATION -  Y 48
 PS0407  PID         -  PS0407
 PS0407  STATE/COUNTY-  SD/BUFFALO
 PS0407  COUNTRY     -  US
 PS0407  USGS QUAD   -  BIG BEND DAM (2017)
 PS0407
 PS0407                         *CURRENT SURVEY CONTROL
 PS0407  ______________________________________________________________________
 PS0407* NAD 83(1986) POSITION- 44 02 55.     (N) 099 24 57.     (W)   SCALED
 PS0407* NAVD 88 ORTHO HEIGHT -   415.999 (meters)     1364.82  (feet) ADJUSTED
 PS0407  ______________________________________________________________________
 PS0407  GEOID HEIGHT    -        -24.910 (meters)                     GEOID18
 PS0407  DYNAMIC HEIGHT  -        415.906 (meters)     1364.52  (feet) COMP
 PS0407  MODELED GRAVITY -    980,382.8   (mgal)                       NAVD 88
 PS0407
 PS0407  VERT ORDER      -  FIRST     CLASS II
 PS0407
 PS0407.The horizontal coordinates were scaled from a map and have
 PS0407.an estimated accuracy of +/- 6 seconds.
 PS0407
 PS0407.The orthometric height was determined by differential leveling and
 PS0407.adjusted by the NATIONAL GEODETIC SURVEY
 PS0407.in June 1991.
 PS0407
 PS0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0407.GEOID18 height accuracy estimate available here.
 PS0407
 PS0407.Click photographs - Photos may exist for this station.
 PS0407
 PS0407.The dynamic height is computed by dividing the NAVD 88
 PS0407.geopotential number by the normal gravity value computed on the
 PS0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0407.degrees latitude (g = 980.6199 gals.).
 PS0407
 PS0407.The modeled gravity was interpolated from observed gravity values.
 PS0407
 PS0407;                    North         East    Units  Estimated Accuracy
 PS0407;SPC SD S     -   190,960.      673,520.      MT  (+/- 180 meters Scaled)
 PS0407
 PS0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP666773(NAD 83)
 PS0407
 PS0407                          SUPERSEDED SURVEY CONTROL
 PS0407
 PS0407  NGVD 29 (??/??/92)  415.672  (m)         1363.75   (f) ADJ UNCH    1 2
 PS0407
 PS0407.Superseded values are not recommended for survey control.
 PS0407
 PS0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0407.See file dsdata.pdf to determine how the superseded data were derived.
 PS0407
 PS0407_MARKER: DB = BENCH MARK DISK
 PS0407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0407_SP_SET: CULVERT HEADWALL
 PS0407_STAMPING: Y 48 1934
 PS0407_MARK LOGO: CGS
 PS0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0407+STABILITY: SURFACE MOTION
 PS0407
 PS0407  HISTORY     - Date     Condition        Report By
 PS0407  HISTORY     - 1934     MONUMENTED       CGS
 PS0407  HISTORY     - 1949     GOOD             CGS
 PS0407  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0407
 PS0407                          STATION DESCRIPTION
 PS0407
 PS0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0407'1.2 MI SE FROM FORT THOMPSON.
 PS0407'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0407'FORT THOMPSON, THENCE 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO.
 PS0407'47, SET IN THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 PS0407'110 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH
 PS0407'TO A FARMHOUSE, 40 FEET NORTHEAST OF TELEPHONE POLE NO. 7, 17
 PS0407'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 PS0407'ROAD.
 PS0407
 PS0407                          STATION RECOVERY (2013)
 PS0407
 PS0407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0533 ***********************************************************************
 PS0533  DESIGNATION -  Y 49
 PS0533  PID         -  PS0533
 PS0533  STATE/COUNTY-  SD/HYDE
 PS0533  COUNTRY     -  US
 PS0533  USGS QUAD   -  HARROLD (2017)
 PS0533
 PS0533                         *CURRENT SURVEY CONTROL
 PS0533  ______________________________________________________________________
 PS0533* NAD 83(1996) POSITION- 44 31 26.49235(N) 099 39 49.04354(W)   NO CHECK
 PS0533* NAVD 88 ORTHO HEIGHT -   547.499 (meters)     1796.25  (feet) ADJUSTED
 PS0533  ______________________________________________________________________
 PS0533  GEOID HEIGHT    -        -23.639 (meters)                     GEOID18
 PS0533  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 PS0533  DYNAMIC HEIGHT  -        547.390 (meters)     1795.90  (feet) COMP
 PS0533  MODELED GRAVITY -    980,401.2   (mgal)                       NAVD 88
 PS0533
 PS0533  HORZ ORDER      -  THIRD
 PS0533  VERT ORDER      -  FIRST     CLASS II
 PS0533
 PS0533.The horizontal coordinates were established by classical geodetic methods
 PS0533.and adjusted by the National Geodetic Survey in January 1998.
 PS0533
 PS0533.No horizontal observational check was made to the station.
 PS0533
 PS0533.The orthometric height was determined by differential leveling and
 PS0533.adjusted by the NATIONAL GEODETIC SURVEY
 PS0533.in October 1997.
 PS0533
 PS0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0533.GEOID18 height accuracy estimate available here.
 PS0533
 PS0533.Click photographs - Photos may exist for this station.
 PS0533
 PS0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0533
 PS0533.The dynamic height is computed by dividing the NAVD 88
 PS0533.geopotential number by the normal gravity value computed on the
 PS0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0533.degrees latitude (g = 980.6199 gals.).
 PS0533
 PS0533.The modeled gravity was interpolated from observed gravity values.
 PS0533
 PS0533. The following values were computed from the NAD 83(1996) position.
 PS0533
 PS0533;                    North         East     Units Scale Factor Converg.
 PS0533;SPC SD N     -    76,806.943   626,740.330   MT  0.99998116   +0 14 17.0
 PS0533;SPC SD N     -   251,990.78  2,056,230.57   sFT  0.99998116   +0 14 17.0
 PS0533;SPC SD S     -   243,596.371   653,241.002   MT  1.00003199   +0 27 43.2
 PS0533;SPC SD S     -   799,199.09  2,143,174.85   sFT  1.00003199   +0 27 43.2
 PS0533;UTM  14      - 4,930,292.049   447,265.097   MT  0.99963420   -0 27 55.3
 PS0533
 PS0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0533!SPC SD N     -   0.99991787  x   0.99998116  =   0.99989903
 PS0533!SPC SD S     -   0.99991787  x   1.00003199  =   0.99994986
 PS0533!UTM  14      -   0.99991787  x   0.99963420  =   0.99955210
 PS0533
 PS0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ4726530292(NAD 83)
 PS0533
 PS0533|---------------------------------------------------------------------|
 PS0533| PID    Reference Object                     Distance      Geod. Az  |
 PS0533|                                                           dddmmss.s |
 PS0533| PS0732 HOLABIRD                            335.562 METERS 35450     |
 PS0533| PS0736 HOLABIRD 2                          327.572 METERS 35525     |
 PS0533|---------------------------------------------------------------------|
 PS0533
 PS0533                          SUPERSEDED SURVEY CONTROL
 PS0533
 PS0533  NAD 83(1986)-  44 31 26.48905(N)    099 39 49.05039(W) AD(       ) 3
 PS0533  NAD 27      -  44 31 26.55316(N)    099 39 47.63179(W) AD(       ) 3
 PS0533  NAVD 88 (06/15/91)  547.436  (m)         1796.05   (f) SUPERSEDED  1 2
 PS0533  NGVD 29 (??/??/92)  547.072  (m)         1794.85   (f) ADJ UNCH    1 2
 PS0533  NGVD 29             547.07   (m)         1794.8    (f) LEVELING    3  
 PS0533
 PS0533.Superseded values are not recommended for survey control.
 PS0533
 PS0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0533.See file dsdata.pdf to determine how the superseded data were derived.
 PS0533
 PS0533_MARKER: DB = BENCH MARK DISK
 PS0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0533_STAMPING: Y 49 1934
 PS0533_MARK LOGO: CGS
 PS0533_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0533+STABILITY: SURFACE MOTION
 PS0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0533+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 PS0533
 PS0533  HISTORY     - Date     Condition        Report By
 PS0533  HISTORY     - 1934     MONUMENTED       CGS
 PS0533  HISTORY     - 1940     GOOD             CGS
 PS0533  HISTORY     - 19941129 GOOD             NGS
 PS0533
 PS0533                          STATION DESCRIPTION
 PS0533
 PS0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0533'3.2 MI W FROM HOLABIRD.
 PS0533'ABOUT 3.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0533'FROM THE STATION AT HOLABIRD, HYDE COUNTY, ABOUT 7 POLES WEST
 PS0533'OF MILEPOST 436, AT THE CROSSING OF THE HYDE-HUGHES COUNTY-LINE
 PS0533'ROAD, 88.7 FEET NORTH OF THE NORTH RAIL, 44.5 FEET EAST OF THE
 PS0533'CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 PS0533'0.7 FOOT NORTH OF A WHITE REFERENCE POST, AND ABOUT 2 FEET LOWER
 PS0533'THAN THE TRACK.  A STANDARD DISK, STAMPED Y 49 1934 AND SET IN
 PS0533'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 PS0533'GROUND.
 PS0533
 PS0533                          STATION RECOVERY (1940)
 PS0533
 PS0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0533'RECOVERED IN GOOD CONDITION.
 PS0533
 PS0533                          STATION RECOVERY (1994)
 PS0533
 PS0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0533'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0533'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 PS0533'A GRAVELED ROAD, 27.1 M (88.9 FT) NORTH OF THE NEAR RAIL OF THE
 PS0533'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 10.6 M (34.8 FT) EAST OF THE
 PS0533'ROAD CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3
 PS0533'FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 PS0533'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0349 ***********************************************************************
 OQ0349  DESIGNATION -  Y 5
 OQ0349  PID         -  OQ0349
 OQ0349  STATE/COUNTY-  SD/MCCOOK
 OQ0349  COUNTRY     -  US
 OQ0349  USGS QUAD   -  SALEM NE (2017)
 OQ0349
 OQ0349                         *CURRENT SURVEY CONTROL
 OQ0349  ______________________________________________________________________
 OQ0349* NAD 83(1986) POSITION- 43 43 26.     (N) 097 22 05.     (W)   SCALED
 OQ0349* NAVD 88 ORTHO HEIGHT -   468.843 (meters)     1538.20  (feet) ADJUSTED
 OQ0349  ______________________________________________________________________
 OQ0349  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 OQ0349  DYNAMIC HEIGHT  -        468.727 (meters)     1537.82  (feet) COMP
 OQ0349  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 OQ0349
 OQ0349  VERT ORDER      -  FIRST     CLASS II
 OQ0349
 OQ0349.The horizontal coordinates were scaled from a map and have
 OQ0349.an estimated accuracy of +/- 6 seconds.
 OQ0349
 OQ0349.The orthometric height was determined by differential leveling and
 OQ0349.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0349.in June 1991.
 OQ0349
 OQ0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0349.GEOID18 height accuracy estimate available here.
 OQ0349
 OQ0349.Click photographs - Photos may exist for this station.
 OQ0349
 OQ0349.The dynamic height is computed by dividing the NAVD 88
 OQ0349.geopotential number by the normal gravity value computed on the
 OQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0349.degrees latitude (g = 980.6199 gals.).
 OQ0349
 OQ0349.The modeled gravity was interpolated from observed gravity values.
 OQ0349
 OQ0349;                    North         East    Units  Estimated Accuracy
 OQ0349;SPC SD S     -   158,740.      838,860.      MT  (+/- 180 meters Scaled)
 OQ0349
 OQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP314425(NAD 83)
 OQ0349
 OQ0349                          SUPERSEDED SURVEY CONTROL
 OQ0349
 OQ0349  NGVD 29 (??/??/92)  468.548  (m)         1537.23   (f) ADJ UNCH    1 2
 OQ0349
 OQ0349.Superseded values are not recommended for survey control.
 OQ0349
 OQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0349.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0349
 OQ0349_MARKER: DB = BENCH MARK DISK
 OQ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0349_STAMPING: 1537.228 Y 5 1925
 OQ0349_MARK LOGO: CGS
 OQ0349_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0349+STABILITY: SURFACE MOTION
 OQ0349
 OQ0349  HISTORY     - Date     Condition        Report By
 OQ0349  HISTORY     - 1925     MONUMENTED       CGS
 OQ0349  HISTORY     - 1935     GOOD             CGS
 OQ0349  HISTORY     - 20120514 MARK NOT FOUND   INDIV
 OQ0349
 OQ0349                          STATION DESCRIPTION
 OQ0349
 OQ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0349'1 MI E FROM SALEM.
 OQ0349'ABOUT 1 MILE EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 OQ0349'OMAHA RAILWAY FROM SALEM, MC COOK COUNTY, AT A ROAD CROSSING,
 OQ0349'ABOUT 60 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 53 FEET
 OQ0349'SOUTH OF THE CENTER LINE OF THE TRACK, 27 FEET EAST OF THE CENTER
 OQ0349'LINE OF THE ROAD, 8.5 FEET SOUTHWEST OF A FENCE CORNER, AND IN
 OQ0349'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 1537.228 Y
 OQ0349'5 1925 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OQ0349'3 INCHES ABOVE GROUND.  NOTE-- THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0349'AND OMAHA RAILWAY IS NOW THE SOO LINE RAILROAD.
 OQ0349
 OQ0349                          STATION RECOVERY (1935)
 OQ0349
 OQ0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0349'RECOVERED IN GOOD CONDITION.
 OQ0349
 OQ0349                          STATION RECOVERY (2012)
 OQ0349
 OQ0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 OQ0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0248 ***********************************************************************
 PS0248  DESIGNATION -  Y 50
 PS0248  PID         -  PS0248
 PS0248  STATE/COUNTY-  SD/HAND
 PS0248  COUNTRY     -  US
 PS0248  USGS QUAD   -  MILLER (2017)
 PS0248
 PS0248                         *CURRENT SURVEY CONTROL
 PS0248  ______________________________________________________________________
 PS0248* NAD 83(1986) POSITION- 44 30 52.44   (N) 098 56 16.21   (W)   HD_HELD1
 PS0248* NAVD 88 ORTHO HEIGHT -   479.656 (meters)     1573.67  (feet) ADJUSTED
 PS0248  ______________________________________________________________________
 PS0248  GEOID HEIGHT    -        -24.583 (meters)                     GEOID18
 PS0248  DYNAMIC HEIGHT  -        479.564 (meters)     1573.37  (feet) COMP
 PS0248  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 PS0248
 PS0248  VERT ORDER      -  SECOND    CLASS 0
 PS0248
 PS0248.The horizontal coordinates were determined by differentially corrected
 PS0248.hand held GPS observations or other comparable positioning techniques
 PS0248.and have an estimated accuracy of +/- 3 meters.
 PS0248
 PS0248.The orthometric height was determined by differential leveling and
 PS0248.adjusted by the NATIONAL GEODETIC SURVEY
 PS0248.in June 1991.
 PS0248
 PS0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0248.GEOID18 height accuracy estimate available here.
 PS0248
 PS0248.Click photographs - Photos may exist for this station.
 PS0248
 PS0248.The dynamic height is computed by dividing the NAVD 88
 PS0248.geopotential number by the normal gravity value computed on the
 PS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0248.degrees latitude (g = 980.6199 gals.).
 PS0248
 PS0248.The modeled gravity was interpolated from observed gravity values.
 PS0248
 PS0248;                    North         East    Units  Estimated Accuracy
 PS0248;SPC SD N     -    76,254.3     684,448.5     MT  (+/- 3 meters HH1 GPS) 
 PS0248
 PS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0494029029(NAD 83)
 PS0248
 PS0248                          SUPERSEDED SURVEY CONTROL
 PS0248
 PS0248  NGVD 29 (??/??/92)  479.329  (m)         1572.60   (f) ADJ UNCH    2 0
 PS0248
 PS0248.Superseded values are not recommended for survey control.
 PS0248
 PS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0248.See file dsdata.pdf to determine how the superseded data were derived.
 PS0248
 PS0248_MARKER: DB = BENCH MARK DISK
 PS0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0248_STAMPING: Y 50 1934
 PS0248_MARK LOGO: CGS
 PS0248_PROJECTION: PROJECTING 3 CENTIMETERS
 PS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0248+STABILITY: SURFACE MOTION
 PS0248
 PS0248  HISTORY     - Date     Condition        Report By
 PS0248  HISTORY     - 1934     MONUMENTED       CGS
 PS0248  HISTORY     - 1940     GOOD             CGS
 PS0248  HISTORY     - 19941102 MARK NOT FOUND   NGS
 PS0248
 PS0248                          STATION DESCRIPTION
 PS0248
 PS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0248'AT ST LAWRENCE.
 PS0248'AT ST. LAWRENCE, HAND COUNTY, ABOUT 140 FEET EAST OF THE
 PS0248'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING,
 PS0248'74.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 34.2 FEET NORTH
 PS0248'OF THE NORTH RAIL OF THE SOUTH SIDETRACK, 16.0 FEET SOUTH OF THE
 PS0248'SOUTH RAIL OF THE MAIN TRACK, 4 FEET EAST OF A POLE, 0.8 FOOT
 PS0248'WEST OF A WHITE REFERENCE POST, AND ABOUT LEVEL WITH THE TRACK.
 PS0248'A STANDARD DISK, STAMPED Y 50 1934 AND SET IN THE TOP OF A CONCRETE
 PS0248'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 PS0248
 PS0248                          STATION RECOVERY (1940)
 PS0248
 PS0248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0248'RECOVERED IN GOOD CONDITION.
 PS0248
 PS0248                          STATION RECOVERY (1994)
 PS0248
 PS0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0248'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0096 ***********************************************************************
 PS0096  DESIGNATION -  Y 51
 PS0096  PID         -  PS0096
 PS0096  STATE/COUNTY-  SD/BEADLE
 PS0096  COUNTRY     -  US
 PS0096  USGS QUAD   -  HURON (2017)
 PS0096
 PS0096                         *CURRENT SURVEY CONTROL
 PS0096  ______________________________________________________________________
 PS0096* NAD 83(1986) POSITION- 44 21 42.     (N) 098 12 49.     (W)   SCALED
 PS0096* NAVD 88 ORTHO HEIGHT -   391.437 (meters)     1284.24  (feet) ADJUSTED
 PS0096  ______________________________________________________________________
 PS0096  GEOID HEIGHT    -        -25.038 (meters)                     GEOID18
 PS0096  DYNAMIC HEIGHT  -        391.372 (meters)     1284.03  (feet) COMP
 PS0096  MODELED GRAVITY -    980,439.1   (mgal)                       NAVD 88
 PS0096
 PS0096  VERT ORDER      -  FIRST     CLASS II
 PS0096
 PS0096.The horizontal coordinates were scaled from a map and have
 PS0096.an estimated accuracy of +/- 6 seconds.
 PS0096
 PS0096.The orthometric height was determined by differential leveling and
 PS0096.adjusted by the NATIONAL GEODETIC SURVEY
 PS0096.in October 1997.
 PS0096
 PS0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0096.GEOID18 height accuracy estimate available here.
 PS0096
 PS0096.Click photographs - Photos may exist for this station.
 PS0096
 PS0096.The dynamic height is computed by dividing the NAVD 88
 PS0096.geopotential number by the normal gravity value computed on the
 PS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0096.degrees latitude (g = 980.6199 gals.).
 PS0096
 PS0096.The modeled gravity was interpolated from observed gravity values.
 PS0096
 PS0096;                    North         East    Units  Estimated Accuracy
 PS0096;SPC SD N     -    60,280.      742,400.      MT  (+/- 180 meters Scaled)
 PS0096
 PS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ626123(NAD 83)
 PS0096
 PS0096                          SUPERSEDED SURVEY CONTROL
 PS0096
 PS0096  NAVD 88 (06/15/91)  391.423  (m)         1284.19   (f) SUPERSEDED  1 2
 PS0096  NGVD 29 (??/??/92)  391.152  (m)         1283.30   (f) ADJ UNCH    1 2
 PS0096
 PS0096.Superseded values are not recommended for survey control.
 PS0096
 PS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0096.See file dsdata.pdf to determine how the superseded data were derived.
 PS0096
 PS0096_MARKER: DB = BENCH MARK DISK
 PS0096_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PS0096+WITH SETTING: PAVEMENT
 PS0096_SP_SET: LANDING
 PS0096_STAMPING: Y 51 1934
 PS0096_MARK LOGO: CGS
 PS0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0096+STABILITY: SURFACE MOTION
 PS0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PS0096+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 PS0096
 PS0096  HISTORY     - Date     Condition        Report By
 PS0096  HISTORY     - 1934     MONUMENTED       CGS
 PS0096  HISTORY     - 1949     GOOD             CGS
 PS0096  HISTORY     - 1978     GOOD             SDDT
 PS0096  HISTORY     - 19941031 GOOD             NGS
 PS0096
 PS0096                          STATION DESCRIPTION
 PS0096
 PS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0096'AT HURON.
 PS0096'AT HURON, BEADLE COUNTY, AT THE WEST ENTRANCE TO THE POST OFFICE,
 PS0096'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE PORCH, AND
 PS0096'ABOUT 8 INCHES SOUTH OF THE NORTH BANNISTER.  A STANDARD DISK,
 PS0096'STAMPED Y 51 1934.
 PS0096
 PS0096                          STATION RECOVERY (1949)
 PS0096
 PS0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PS0096'RECOVERED IN GOOD CONDITION.
 PS0096
 PS0096                          STATION RECOVERY (1978)
 PS0096
 PS0096'RECOVERY NOTE BY SD DEPT OF TRANSP 1978
 PS0096'RECOVERED IN GOOD CONDITION.
 PS0096
 PS0096                          STATION RECOVERY (1994)
 PS0096
 PS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0096'IN HURON, AT THE INTERSECTION OF DAKOTA AVENUE AND FOURTH STREET, NEAR
 PS0096'THE NORTHEAST CORNER OF A CONCRETE LANDING AT THE WEST ENTRANCE TO THE
 PS0096'POST OFFICE, 27.4 M (89.9 FT) SOUTH OF THE STREET CENTERLINE, 21.5 M
 PS0096'(70.5 FT) EAST OF THE AVENUE CENTERLINE, 5.7 M (18.7 FT) NORTH OF THE
 PS0096'CENTER OF THE ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE AVENUE,
 PS0096'0.2 M (0.7 FT) SOUTH OF THE NORTH BALUSTRADE, AND 0.1 M (0.3 FT) WEST
 PS0096'OF THE WEST FACE OF THE POST OFFICE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0524 ***********************************************************************
 PR0524  DESIGNATION -  Y 52
 PR0524  PID         -  PR0524
 PR0524  STATE/COUNTY-  SD/KINGSBURY
 PR0524  COUNTRY     -  US
 PR0524  USGS QUAD   -  LAKE PRESTON WEST (2017)
 PR0524
 PR0524                         *CURRENT SURVEY CONTROL
 PR0524  ______________________________________________________________________
 PR0524* NAD 83(1986) POSITION- 44 22 15.     (N) 097 25 52.     (W)   SCALED
 PR0524* NAVD 88 ORTHO HEIGHT -   525.407 (meters)     1723.77  (feet) ADJUSTED
 PR0524  ______________________________________________________________________
 PR0524  GEOID HEIGHT    -        -25.136 (meters)                     GEOID18
 PR0524  DYNAMIC HEIGHT  -        525.305 (meters)     1723.44  (feet) COMP
 PR0524  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 PR0524
 PR0524  VERT ORDER      -  SECOND    CLASS 0
 PR0524
 PR0524.The horizontal coordinates were scaled from a map and have
 PR0524.an estimated accuracy of +/- 6 seconds.
 PR0524
 PR0524.The orthometric height was determined by differential leveling and
 PR0524.adjusted by the NATIONAL GEODETIC SURVEY
 PR0524.in June 1991.
 PR0524
 PR0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0524.GEOID18 height accuracy estimate available here.
 PR0524
 PR0524.Click photographs - Photos may exist for this station.
 PR0524
 PR0524.The dynamic height is computed by dividing the NAVD 88
 PR0524.geopotential number by the normal gravity value computed on the
 PR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0524.degrees latitude (g = 980.6199 gals.).
 PR0524
 PR0524.The modeled gravity was interpolated from observed gravity values.
 PR0524
 PR0524;                    North         East    Units  Estimated Accuracy
 PR0524;SPC SD N     -    62,980.      804,720.      MT  (+/- 180 meters Scaled)
 PR0524
 PR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ249142(NAD 83)
 PR0524
 PR0524                          SUPERSEDED SURVEY CONTROL
 PR0524
 PR0524  NGVD 29 (??/??/92)  525.113  (m)         1722.81   (f) ADJ UNCH    2 0
 PR0524
 PR0524.Superseded values are not recommended for survey control.
 PR0524
 PR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0524.See file dsdata.pdf to determine how the superseded data were derived.
 PR0524
 PR0524_MARKER: DB = BENCH MARK DISK
 PR0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0524_STAMPING: Y 52 1934
 PR0524_MARK LOGO: CGS
 PR0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0524+STABILITY: SURFACE MOTION
 PR0524
 PR0524  HISTORY     - Date     Condition        Report By
 PR0524  HISTORY     - 1934     MONUMENTED       CGS
 PR0524  HISTORY     - 19940923 MARK NOT FOUND   NGS
 PR0524
 PR0524                          STATION DESCRIPTION
 PR0524
 PR0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0524'2.8 MI W FROM LAKE PRESTON.
 PR0524'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0524'THE TEMPLE BLOCK AT LAKE PRESTON, KINGSBURY COUNTY, ABOUT 8
 PR0524'POLES EAST OF MILEPOST 324, AT A ROAD CROSSING, ABOUT 180 FEET
 PR0524'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 100 FEET NORTH OF
 PR0524'THE CENTER LINE OF THE TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 PR0524'FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 PR0524'STAMPED Y 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0524
 PR0524                          STATION RECOVERY (1994)
 PR0524
 PR0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0524'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0365 ***********************************************************************
 OQ0365  DESIGNATION -  Y 53
 OQ0365  PID         -  OQ0365
 OQ0365  STATE/COUNTY-  SD/LAKE
 OQ0365  COUNTRY     -  US
 OQ0365  USGS QUAD   -  WINFRED (2017)
 OQ0365
 OQ0365                         *CURRENT SURVEY CONTROL
 OQ0365  ______________________________________________________________________
 OQ0365* NAD 83(1986) POSITION- 43 59 46.     (N) 097 21 44.     (W)   SCALED
 OQ0365* NAVD 88 ORTHO HEIGHT -   521.539 (meters)     1711.08  (feet) ADJUSTED
 OQ0365  ______________________________________________________________________
 OQ0365  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 OQ0365  DYNAMIC HEIGHT  -        521.418 (meters)     1710.69  (feet) COMP
 OQ0365  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 OQ0365
 OQ0365  VERT ORDER      -  SECOND    CLASS 0
 OQ0365
 OQ0365.The horizontal coordinates were scaled from a map and have
 OQ0365.an estimated accuracy of +/- 6 seconds.
 OQ0365
 OQ0365.The orthometric height was determined by differential leveling and
 OQ0365.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0365.in June 1991.
 OQ0365
 OQ0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0365.GEOID18 height accuracy estimate available here.
 OQ0365
 OQ0365.Click photographs - Photos may exist for this station.
 OQ0365
 OQ0365.The dynamic height is computed by dividing the NAVD 88
 OQ0365.geopotential number by the normal gravity value computed on the
 OQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0365.degrees latitude (g = 980.6199 gals.).
 OQ0365
 OQ0365.The modeled gravity was interpolated from observed gravity values.
 OQ0365
 OQ0365;                    North         East    Units  Estimated Accuracy
 OQ0365;SPC SD S     -   188,990.      838,250.      MT  (+/- 180 meters Scaled)
 OQ0365
 OQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP313727(NAD 83)
 OQ0365
 OQ0365                          SUPERSEDED SURVEY CONTROL
 OQ0365
 OQ0365  NGVD 29 (??/??/92)  521.235  (m)         1710.09   (f) ADJ UNCH    2 0
 OQ0365
 OQ0365.Superseded values are not recommended for survey control.
 OQ0365
 OQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0365.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0365
 OQ0365_MARKER: DB = BENCH MARK DISK
 OQ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0365_STAMPING: Y 53 1934
 OQ0365_MARK LOGO: CGS
 OQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0365+STABILITY: SURFACE MOTION
 OQ0365
 OQ0365  HISTORY     - Date     Condition        Report By
 OQ0365  HISTORY     - 1934     MONUMENTED       CGS
 OQ0365
 OQ0365                          STATION DESCRIPTION
 OQ0365
 OQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0365'AT WINFRED.
 OQ0365'AT WINFRED, LAKE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0365'AND PACIFIC RAILROAD, ABOUT 255 FEET WEST OF THE STATION AT
 OQ0365'A ROAD CROSSING, ABOUT 90 FEET WEST OF THE CENTER LINE OF THE
 OQ0365'ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 OQ0365'5 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED Y 53 1934
 OQ0365'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0187 ***********************************************************************
 PR0187  DESIGNATION -  Y 54
 PR0187  PID         -  PR0187
 PR0187  STATE/COUNTY-  SD/BROOKINGS
 PR0187  COUNTRY     -  US
 PR0187  USGS QUAD   -  WHITE SE (2017)
 PR0187
 PR0187                         *CURRENT SURVEY CONTROL
 PR0187  ______________________________________________________________________
 PR0187* NAD 83(1986) POSITION- 44 16 58.     (N) 096 33 57.     (W)   SCALED
 PR0187* NAVD 88 ORTHO HEIGHT -   506.716 (meters)     1662.45  (feet) ADJUSTED
 PR0187  ______________________________________________________________________
 PR0187  GEOID HEIGHT    -        -25.669 (meters)                     GEOID18
 PR0187  DYNAMIC HEIGHT  -        506.615 (meters)     1662.12  (feet) COMP
 PR0187  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 PR0187
 PR0187  VERT ORDER      -  SECOND    CLASS 0
 PR0187
 PR0187.The horizontal coordinates were scaled from a map and have
 PR0187.an estimated accuracy of +/- 6 seconds.
 PR0187
 PR0187.The orthometric height was determined by differential leveling and
 PR0187.adjusted by the NATIONAL GEODETIC SURVEY
 PR0187.in June 1991.
 PR0187
 PR0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0187.GEOID18 height accuracy estimate available here.
 PR0187
 PR0187.Click photographs - Photos may exist for this station.
 PR0187
 PR0187.The dynamic height is computed by dividing the NAVD 88
 PR0187.geopotential number by the normal gravity value computed on the
 PR0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0187.degrees latitude (g = 980.6199 gals.).
 PR0187
 PR0187.The modeled gravity was interpolated from observed gravity values.
 PR0187
 PR0187;                    North         East    Units  Estimated Accuracy
 PR0187;SPC SD N     -    55,760.      874,060.      MT  (+/- 180 meters Scaled)
 PR0187
 PR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ942061(NAD 83)
 PR0187
 PR0187                          SUPERSEDED SURVEY CONTROL
 PR0187
 PR0187  NGVD 29 (??/??/92)  506.470  (m)         1661.64   (f) ADJ UNCH    2 0
 PR0187
 PR0187.Superseded values are not recommended for survey control.
 PR0187
 PR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0187.See file dsdata.pdf to determine how the superseded data were derived.
 PR0187
 PR0187_MARKER: DB = BENCH MARK DISK
 PR0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0187_STAMPING: Y 54 1934
 PR0187_MARK LOGO: CGS
 PR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0187+STABILITY: SURFACE MOTION
 PR0187
 PR0187  HISTORY     - Date     Condition        Report By
 PR0187  HISTORY     - 1934     MONUMENTED       CGS
 PR0187
 PR0187                          STATION DESCRIPTION
 PR0187
 PR0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0187'AT MC KAIN.
 PR0187'AT MC KAIN, BROOKINGS COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 PR0187'PACIFIC RAILWAY, ABOUT 100 FEET EAST OF A GRAIN ELEVATOR, 65
 PR0187'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-1/2 FEET
 PR0187'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 54 1934 AND
 PR0187'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0305 ***********************************************************************
 PR0305  DESIGNATION -  Y 55
 PR0305  PID         -  PR0305
 PR0305  STATE/COUNTY-  SD/DEUEL
 PR0305  COUNTRY     -  US
 PR0305  USGS QUAD   -  CLEAR LAKE SOUTH (2017)
 PR0305
 PR0305                         *CURRENT SURVEY CONTROL
 PR0305  ______________________________________________________________________
 PR0305* NAD 83(1986) POSITION- 44 44 47.     (N) 096 39 42.     (W)   SCALED
 PR0305* NAVD 88 ORTHO HEIGHT -   541.627 (meters)     1776.99  (feet) ADJUSTED
 PR0305  ______________________________________________________________________
 PR0305  GEOID HEIGHT    -        -25.273 (meters)                     GEOID18
 PR0305  DYNAMIC HEIGHT  -        541.544 (meters)     1776.72  (feet) COMP
 PR0305  MODELED GRAVITY -    980,447.3   (mgal)                       NAVD 88
 PR0305
 PR0305  VERT ORDER      -  SECOND    CLASS 0
 PR0305
 PR0305.The horizontal coordinates were scaled from a map and have
 PR0305.an estimated accuracy of +/- 6 seconds.
 PR0305
 PR0305.The orthometric height was determined by differential leveling and
 PR0305.adjusted by the NATIONAL GEODETIC SURVEY
 PR0305.in June 1991.
 PR0305
 PR0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0305.GEOID18 height accuracy estimate available here.
 PR0305
 PR0305.Click photographs - Photos may exist for this station.
 PR0305
 PR0305.The dynamic height is computed by dividing the NAVD 88
 PR0305.geopotential number by the normal gravity value computed on the
 PR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0305.degrees latitude (g = 980.6199 gals.).
 PR0305
 PR0305.The modeled gravity was interpolated from observed gravity values.
 PR0305
 PR0305;                    North         East    Units  Estimated Accuracy
 PR0305;SPC SD N     -   106,910.      864,290.      MT  (+/- 180 meters Scaled)
 PR0305
 PR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ851574(NAD 83)
 PR0305
 PR0305                          SUPERSEDED SURVEY CONTROL
 PR0305
 PR0305  NGVD 29 (??/??/92)  541.372  (m)         1776.15   (f) ADJ UNCH    2 0
 PR0305
 PR0305.Superseded values are not recommended for survey control.
 PR0305
 PR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0305.See file dsdata.pdf to determine how the superseded data were derived.
 PR0305
 PR0305_MARKER: DB = BENCH MARK DISK
 PR0305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0305_SP_SET: CULVERT HEADWALL
 PR0305_STAMPING: Y 55 1934
 PR0305_MARK LOGO: CGS
 PR0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0305+STABILITY: SURFACE MOTION
 PR0305
 PR0305  HISTORY     - Date     Condition        Report By
 PR0305  HISTORY     - 1934     MONUMENTED       CGS
 PR0305  HISTORY     - 1969     MARK NOT FOUND   USGS
 PR0305
 PR0305                          STATION DESCRIPTION
 PR0305
 PR0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0305'1.2 MI S FROM CLEAR LAKE.
 PR0305'ABOUT 1.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0305'RAILWAY FROM THE STATION AT CLEAR LAKE, DEUEL COUNTY, ABOUT
 PR0305'5 POLES NORTH OF MILEPOST 374, ABOUT 50 FEET EAST OF THE TRACK,
 PR0305'AT AN 18-INCH HIGHWAY CULVERT, IN THE SOUTHWEST CONCRETE HEAD
 PR0305'WALL, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0305'DISK, STAMPED Y 55 1934.
 PR0305
 PR0305                          STATION RECOVERY (1969)
 PR0305
 PR0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PR0305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0636 ***********************************************************************
 PR0636  DESIGNATION -  Y 56
 PR0636  PID         -  PR0636
 PR0636  STATE/COUNTY-  SD/CLARK
 PR0636  COUNTRY     -  US
 PR0636  USGS QUAD   -  NAPLES (2017)
 PR0636
 PR0636                         *CURRENT SURVEY CONTROL
 PR0636  ______________________________________________________________________
 PR0636* NAD 83(1986) POSITION- 44 48 10.     (N) 097 31 12.     (W)   SCALED
 PR0636* NAVD 88 ORTHO HEIGHT -   540.827 (meters)     1774.36  (feet) ADJUSTED
 PR0636  ______________________________________________________________________
 PR0636  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 PR0636  DYNAMIC HEIGHT  -        540.744 (meters)     1774.09  (feet) COMP
 PR0636  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 PR0636
 PR0636  VERT ORDER      -  SECOND    CLASS 0
 PR0636
 PR0636.The horizontal coordinates were scaled from a map and have
 PR0636.an estimated accuracy of +/- 6 seconds.
 PR0636
 PR0636.The orthometric height was determined by differential leveling and
 PR0636.adjusted by the NATIONAL GEODETIC SURVEY
 PR0636.in June 1991.
 PR0636
 PR0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0636.GEOID18 height accuracy estimate available here.
 PR0636
 PR0636.Click photographs - Photos may exist for this station.
 PR0636
 PR0636.The dynamic height is computed by dividing the NAVD 88
 PR0636.geopotential number by the normal gravity value computed on the
 PR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0636.degrees latitude (g = 980.6199 gals.).
 PR0636
 PR0636.The modeled gravity was interpolated from observed gravity values.
 PR0636
 PR0636;                    North         East    Units  Estimated Accuracy
 PR0636;SPC SD N     -   110,730.      796,170.      MT  (+/- 180 meters Scaled)
 PR0636
 PR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ170621(NAD 83)
 PR0636
 PR0636                          SUPERSEDED SURVEY CONTROL
 PR0636
 PR0636  NGVD 29 (??/??/92)  540.532  (m)         1773.40   (f) ADJ UNCH    2 0
 PR0636
 PR0636.Superseded values are not recommended for survey control.
 PR0636
 PR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0636.See file dsdata.pdf to determine how the superseded data were derived.
 PR0636
 PR0636_MARKER: DB = BENCH MARK DISK
 PR0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0636_STAMPING: Y 56 1934
 PR0636_MARK LOGO: CGS
 PR0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0636+STABILITY: SURFACE MOTION
 PR0636
 PR0636  HISTORY     - Date     Condition        Report By
 PR0636  HISTORY     - 1934     MONUMENTED       CGS
 PR0636  HISTORY     - 1973     GOOD             USGS
 PR0636
 PR0636                          STATION DESCRIPTION
 PR0636
 PR0636'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0636'2.1 MI N FROM NAPLES.
 PR0636'NAPLES, CLARK COUNTY, 2.1 MI. NORTH ALONG TRACKS IN SEC. 2 R.
 PR0636'56 W T. 115 N, 556 FT. SE ALONG TRACKS FROM ROAD CROSSING, 31
 PR0636'FT. EAST OF WEST RAILROAD RIGHT OF WAY FENCE LINE AND 75 FT.
 PR0636'WEST OF EAST RAILROAD RIGHT OF WAY FENCE LINE.  A STANDARD DISK
 PR0636'STAMPED Y 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0276 ***********************************************************************
 QQ0276  DESIGNATION -  Y 57
 QQ0276  PID         -  QQ0276
 QQ0276  STATE/COUNTY-  SD/DAY
 QQ0276  COUNTRY     -  US
 QQ0276  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0276
 QQ0276                         *CURRENT SURVEY CONTROL
 QQ0276  ______________________________________________________________________
 QQ0276* NAD 83(1986) POSITION- 45 19 42.     (N) 097 43 56.     (W)   SCALED
 QQ0276* NAVD 88 ORTHO HEIGHT -   547.711 (meters)     1796.95  (feet) ADJUSTED
 QQ0276  ______________________________________________________________________
 QQ0276  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 QQ0276  DYNAMIC HEIGHT  -        547.648 (meters)     1796.74  (feet) COMP
 QQ0276  MODELED GRAVITY -    980,483.8   (mgal)                       NAVD 88
 QQ0276
 QQ0276  VERT ORDER      -  SECOND    CLASS 0
 QQ0276
 QQ0276.The horizontal coordinates were scaled from a map and have
 QQ0276.an estimated accuracy of +/- 6 seconds.
 QQ0276
 QQ0276.The orthometric height was determined by differential leveling and
 QQ0276.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0276.in June 1991.
 QQ0276
 QQ0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0276.GEOID18 height accuracy estimate available here.
 QQ0276
 QQ0276.Click photographs - Photos may exist for this station.
 QQ0276
 QQ0276.The dynamic height is computed by dividing the NAVD 88
 QQ0276.geopotential number by the normal gravity value computed on the
 QQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0276.degrees latitude (g = 980.6199 gals.).
 QQ0276
 QQ0276.The modeled gravity was interpolated from observed gravity values.
 QQ0276
 QQ0276;                    North         East    Units  Estimated Accuracy
 QQ0276;SPC SD N     -   168,620.      777,750.      MT  (+/- 180 meters Scaled)
 QQ0276
 QQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR993202(NAD 83)
 QQ0276
 QQ0276                          SUPERSEDED SURVEY CONTROL
 QQ0276
 QQ0276  NGVD 29 (??/??/92)  547.415  (m)         1795.98   (f) ADJ UNCH    2 0
 QQ0276
 QQ0276.Superseded values are not recommended for survey control.
 QQ0276
 QQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0276.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0276
 QQ0276_MARKER: DB = BENCH MARK DISK
 QQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0276_STAMPING: Y 57 1934
 QQ0276_MARK LOGO: CGS
 QQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0276+STABILITY: SURFACE MOTION
 QQ0276
 QQ0276  HISTORY     - Date     Condition        Report By
 QQ0276  HISTORY     - 1934     MONUMENTED       CGS
 QQ0276  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0276
 QQ0276                          STATION DESCRIPTION
 QQ0276
 QQ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0276'1.7 MI S FROM BRISTOL.
 QQ0276'ABOUT 1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0276'AND PACIFIC RAILROAD FROM THE FIRST NATIONAL BANK AT BRISTOL,
 QQ0276'DAY COUNTY, ABOUT 18 POLES NORTH OF MILEPOST 101, ABOUT 175 FEET
 QQ0276'NORTH OF A 300-FOOT FILL, 35 FEET NORTHEAST OF THE CENER LINE
 QQ0276'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QQ0276'DISK, STAMPED Y 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QQ0276
 QQ0276                          STATION RECOVERY (1973)
 QQ0276
 QQ0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0017 ***********************************************************************
 PS0017  DESIGNATION -  Y 58
 PS0017  PID         -  PS0017
 PS0017  STATE/COUNTY-  SD/SPINK
 PS0017  COUNTRY     -  US
 PS0017  USGS QUAD   -  DOLAND NW (2017)
 PS0017
 PS0017                         *CURRENT SURVEY CONTROL
 PS0017  ______________________________________________________________________
 PS0017* NAD 83(1986) POSITION- 44 52 59.51   (N) 098 12 54.33   (W)   HD_HELD1
 PS0017* NAVD 88 ORTHO HEIGHT -   394.118 (meters)     1293.04  (feet) ADJUSTED
 PS0017  ______________________________________________________________________
 PS0017  GEOID HEIGHT    -        -24.386 (meters)                     GEOID18
 PS0017  DYNAMIC HEIGHT  -        394.077 (meters)     1292.90  (feet) COMP
 PS0017  MODELED GRAVITY -    980,500.9   (mgal)                       NAVD 88
 PS0017
 PS0017  VERT ORDER      -  SECOND    CLASS 0
 PS0017
 PS0017.The horizontal coordinates were determined by differentially corrected
 PS0017.hand held GPS observations or other comparable positioning techniques
 PS0017.and have an estimated accuracy of +/- 3 meters.
 PS0017
 PS0017.The orthometric height was determined by differential leveling and
 PS0017.adjusted by the NATIONAL GEODETIC SURVEY
 PS0017.in June 1991.
 PS0017
 PS0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0017.GEOID18 height accuracy estimate available here.
 PS0017
 PS0017.Click photographs - Photos may exist for this station.
 PS0017
 PS0017.The dynamic height is computed by dividing the NAVD 88
 PS0017.geopotential number by the normal gravity value computed on the
 PS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0017.degrees latitude (g = 980.6199 gals.).
 PS0017
 PS0017.The modeled gravity was interpolated from observed gravity values.
 PS0017
 PS0017;                    North         East    Units  Estimated Accuracy
 PS0017;SPC SD N     -   118,217.5     741,000.6     MT  (+/- 3 meters HH1 GPS) 
 PS0017
 PS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6198870274(NAD 83)
 PS0017
 PS0017                          SUPERSEDED SURVEY CONTROL
 PS0017
 PS0017  NGVD 29 (??/??/92)  393.842  (m)         1292.13   (f) ADJ UNCH    2 0
 PS0017
 PS0017.Superseded values are not recommended for survey control.
 PS0017
 PS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0017.See file dsdata.pdf to determine how the superseded data were derived.
 PS0017
 PS0017_MARKER: DB = BENCH MARK DISK
 PS0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0017_STAMPING: Y 58 1934
 PS0017_MARK LOGO: CGS
 PS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0017+STABILITY: SURFACE MOTION
 PS0017
 PS0017  HISTORY     - Date     Condition        Report By
 PS0017  HISTORY     - 1934     MONUMENTED       CGS
 PS0017  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0017
 PS0017                          STATION DESCRIPTION
 PS0017
 PS0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0017'4.2 MI E FROM FRANKFORT.
 PS0017'ABOUT 4.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0017'FROM FRANKFORT, SPINK COUNTY, AT MILEPOST 375, 39 FEET NORTH OF
 PS0017'THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE
 PS0017'TRACK.  A STANDARD DISK, STAMPED Y 58 1934 AND SET IN THE TOP OF
 PS0017'A CONCRETE POST.
 PS0017
 PS0017                          STATION RECOVERY (1995)
 PS0017
 PS0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0017'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0017'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0077 ***********************************************************************
 QR0077  DESIGNATION -  Y 59
 QR0077  PID         -  QR0077
 QR0077  STATE/COUNTY-  SD/SPINK
 QR0077  COUNTRY     -  US
 QR0077  USGS QUAD   -  MELLETTE (2017)
 QR0077
 QR0077                         *CURRENT SURVEY CONTROL
 QR0077  ______________________________________________________________________
 QR0077* NAD 83(1986) POSITION- 45 10 13.     (N) 098 29 42.     (W)   SCALED
 QR0077* NAVD 88 ORTHO HEIGHT -   395.229 (meters)     1296.68  (feet) ADJUSTED
 QR0077  ______________________________________________________________________
 QR0077  GEOID HEIGHT    -        -24.368 (meters)                     GEOID18
 QR0077  DYNAMIC HEIGHT  -        395.193 (meters)     1296.56  (feet) COMP
 QR0077  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 QR0077
 QR0077  VERT ORDER      -  SECOND    CLASS 0
 QR0077
 QR0077.The horizontal coordinates were scaled from a map and have
 QR0077.an estimated accuracy of +/- 6 seconds.
 QR0077
 QR0077.The orthometric height was determined by differential leveling and
 QR0077.adjusted by the NATIONAL GEODETIC SURVEY
 QR0077.in June 1991.
 QR0077
 QR0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0077.GEOID18 height accuracy estimate available here.
 QR0077
 QR0077.Click photographs - Photos may exist for this station.
 QR0077
 QR0077.The dynamic height is computed by dividing the NAVD 88
 QR0077.geopotential number by the normal gravity value computed on the
 QR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0077.degrees latitude (g = 980.6199 gals.).
 QR0077
 QR0077.The modeled gravity was interpolated from observed gravity values.
 QR0077
 QR0077;                    North         East    Units  Estimated Accuracy
 QR0077;SPC SD N     -   149,670.      718,300.      MT  (+/- 180 meters Scaled)
 QR0077
 QR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR396019(NAD 83)
 QR0077
 QR0077                          SUPERSEDED SURVEY CONTROL
 QR0077
 QR0077  NGVD 29 (??/??/92)  394.943  (m)         1295.74   (f) ADJ UNCH    2 0
 QR0077
 QR0077.Superseded values are not recommended for survey control.
 QR0077
 QR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0077.See file dsdata.pdf to determine how the superseded data were derived.
 QR0077
 QR0077_MARKER: DB = BENCH MARK DISK
 QR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0077_STAMPING: Y 59 1934
 QR0077_MARK LOGO: CGS
 QR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0077+STABILITY: SURFACE MOTION
 QR0077
 QR0077  HISTORY     - Date     Condition        Report By
 QR0077  HISTORY     - 1934     MONUMENTED       CGS
 QR0077  HISTORY     - 1954     MARK NOT FOUND   CGS
 QR0077
 QR0077                          STATION DESCRIPTION
 QR0077
 QR0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0077'1 MI N FROM MELLETTE.
 QR0077'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0077'PACIFIC RAILWAY FROM MELLETTE, SPINK COUNTY, AT MILEPOST 108,
 QR0077'38 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 QR0077'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 59 1934
 QR0077'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK
 QR0077'COVERED BY BLOWN-IN SOIL.
 QR0077
 QR0077                          STATION RECOVERY (1954)
 QR0077
 QR0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 QR0077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0021 ***********************************************************************
 OR0021  DESIGNATION -  Y 6
 OR0021  PID         -  OR0021
 OR0021  STATE/COUNTY-  SD/AURORA
 OR0021  COUNTRY     -  US
 OR0021  USGS QUAD   -  MOUNT VERNON (2017)
 OR0021
 OR0021                         *CURRENT SURVEY CONTROL
 OR0021  ______________________________________________________________________
 OR0021* NAD 83(1986) POSITION- 43 42 37.     (N) 098 20 44.     (W)   SCALED
 OR0021* NAVD 88 ORTHO HEIGHT -   434.333 (meters)     1424.97  (feet) ADJUSTED
 OR0021  ______________________________________________________________________
 OR0021  GEOID HEIGHT    -        -26.044 (meters)                     GEOID18
 OR0021  DYNAMIC HEIGHT  -        434.224 (meters)     1424.62  (feet) COMP
 OR0021  MODELED GRAVITY -    980,354.5   (mgal)                       NAVD 88
 OR0021
 OR0021  VERT ORDER      -  FIRST     CLASS II
 OR0021
 OR0021.The horizontal coordinates were scaled from a map and have
 OR0021.an estimated accuracy of +/- 6 seconds.
 OR0021
 OR0021.The orthometric height was determined by differential leveling and
 OR0021.adjusted by the NATIONAL GEODETIC SURVEY
 OR0021.in June 1991.
 OR0021
 OR0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0021.GEOID18 height accuracy estimate available here.
 OR0021
 OR0021.Click photographs - Photos may exist for this station.
 OR0021
 OR0021.The dynamic height is computed by dividing the NAVD 88
 OR0021.geopotential number by the normal gravity value computed on the
 OR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0021.degrees latitude (g = 980.6199 gals.).
 OR0021
 OR0021.The modeled gravity was interpolated from observed gravity values.
 OR0021
 OR0021;                    North         East    Units  Estimated Accuracy
 OR0021;SPC SD S     -   154,880.      760,180.      MT  (+/- 180 meters Scaled)
 OR0021
 OR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP527399(NAD 83)
 OR0021
 OR0021                          SUPERSEDED SURVEY CONTROL
 OR0021
 OR0021  NGVD 29 (??/??/92)  434.022  (m)         1423.95   (f) ADJ UNCH    1 2
 OR0021
 OR0021.Superseded values are not recommended for survey control.
 OR0021
 OR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0021.See file dsdata.pdf to determine how the superseded data were derived.
 OR0021
 OR0021_MARKER: DB = BENCH MARK DISK
 OR0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0021_STAMPING: Y 6 1925
 OR0021_MARK LOGO: CGS
 OR0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0021+STABILITY: SURFACE MOTION
 OR0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0021+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2012
 OR0021
 OR0021  HISTORY     - Date     Condition        Report By
 OR0021  HISTORY     - 1925     MONUMENTED       CGS
 OR0021  HISTORY     - 1975     MARK NOT FOUND   USGS
 OR0021  HISTORY     - 19910617 GOOD             NGS
 OR0021  HISTORY     - 20120126 GOOD             INDIV
 OR0021
 OR0021                          STATION DESCRIPTION
 OR0021
 OR0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0021'4.5 MI W FROM MOUNT VERNON.
 OR0021'IN AURORA COUNTY, ABOUT 4.5 MILES WEST ALONG THE CHICAGO,
 OR0021'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM MOUNT VERNON,
 OR0021'DAVISON COUTY, AT A SECTION-LINE ROAD CROSSING, 64.6 FEET
 OR0021'SOUTHWEST OF THE CENTER OF THE CROSSING, 49.5 FEET WEST OF THE
 OR0021'CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE CENTER LINE
 OR0021'OF THE TRACK, AND 5 FEET NORTH OF A ROW OF POLES.  A STANDARD
 OR0021'DISK, STAMPED Y 6 1925 AND SET IN THE TOP OF A CONCRETE POST
 OR0021'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 OR0021
 OR0021                          STATION RECOVERY (1975)
 OR0021
 OR0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OR0021'MARK NOT FOUND.
 OR0021
 OR0021                          STATION RECOVERY (1991)
 OR0021
 OR0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0021'6.4 KM (4.0 MI) WESTERLY ALONG THE DAKOTA SOUTHERN RAILROAD FROM THE
 OR0021'JUNCTION OF MOUNT VERNON ROAD IN MOUNT VERNON, 1.6 KM (1.0 MI) EAST
 OR0021'OF THE DAVISON-AURORA COUNTY LINE, 21.7 M (71.2 FT) NORTH OF THE
 OR0021'CENTERLINE OF A PAVED ROAD (OLD U.S. HIGHWAY 26), 15.5 M (50.9 FT)
 OR0021'WEST OF THE CENTER OF A SECTION LINE ROAD, 13.0 M (42.7 FT) SOUTH OF
 OR0021'THE NEAR RAIL, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 OR0021'(1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OR0021'GROUND SURFACE.
 OR0021
 OR0021                          STATION RECOVERY (2012)
 OR0021
 OR0021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0021'IN THE DESCRIPTION FROM 1991, IT SAYS IT IS 1.0 MILE EAST OF
 OR0021'AURORA/DAVISON COUNTY LINE, BUT IT IS 1.0 MILE WEST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0009 ***********************************************************************
 QR0009  DESIGNATION -  Y 60
 QR0009  PID         -  QR0009
 QR0009  STATE/COUNTY-  SD/BROWN
 QR0009  COUNTRY     -  US
 QR0009  USGS QUAD   -  COLUMBIA NE (2017)
 QR0009
 QR0009                         *CURRENT SURVEY CONTROL
 QR0009  ______________________________________________________________________
 QR0009* NAD 83(1986) POSITION- 45 38 45.     (N) 098 18 10.     (W)   SCALED
 QR0009* NAVD 88 ORTHO HEIGHT -   397.821 (meters)     1305.18  (feet) ADJUSTED
 QR0009  ______________________________________________________________________
 QR0009  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 QR0009  DYNAMIC HEIGHT  -        397.796 (meters)     1305.10  (feet) COMP
 QR0009  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 QR0009
 QR0009  VERT ORDER      -  FIRST     CLASS II
 QR0009
 QR0009.The horizontal coordinates were scaled from a map and have
 QR0009.an estimated accuracy of +/- 6 seconds.
 QR0009
 QR0009.The orthometric height was determined by differential leveling and
 QR0009.adjusted by the NATIONAL GEODETIC SURVEY
 QR0009.in June 1991.
 QR0009
 QR0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0009.GEOID18 height accuracy estimate available here.
 QR0009
 QR0009.Click photographs - Photos may exist for this station.
 QR0009
 QR0009.The dynamic height is computed by dividing the NAVD 88
 QR0009.geopotential number by the normal gravity value computed on the
 QR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0009.degrees latitude (g = 980.6199 gals.).
 QR0009
 QR0009.The modeled gravity was interpolated from observed gravity values.
 QR0009
 QR0009;                    North         East    Units  Estimated Accuracy
 QR0009;SPC SD N     -   202,800.      732,300.      MT  (+/- 180 meters Scaled)
 QR0009
 QR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR543549(NAD 83)
 QR0009
 QR0009                          SUPERSEDED SURVEY CONTROL
 QR0009
 QR0009  NGVD 29 (??/??/92)  397.514  (m)         1304.18   (f) ADJ UNCH    1 2
 QR0009
 QR0009.Superseded values are not recommended for survey control.
 QR0009
 QR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0009.See file dsdata.pdf to determine how the superseded data were derived.
 QR0009
 QR0009_MARKER: DB = BENCH MARK DISK
 QR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0009_STAMPING: Y 60 1934
 QR0009_MARK LOGO: CGS
 QR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0009+STABILITY: SURFACE MOTION
 QR0009
 QR0009  HISTORY     - Date     Condition        Report By
 QR0009  HISTORY     - 1934     MONUMENTED       CGS
 QR0009
 QR0009                          STATION DESCRIPTION
 QR0009
 QR0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0009'2.5 MI N FROM COLUMBIA.
 QR0009'2.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0009'THE STATION AT COLUMBIA, BROWN COUNTY, ABOUT 3 POLES NORTH OF
 QR0009'MILEPOST 99, ABOUT 2 POLES SOUTH OF A ROAD CROSSING, 48 FEET EAST
 QR0009'OF THE CENTER LINE OF THE TRACK, 1 FOOT WEST OF THE RIGHT-OF-WAY
 QR0009'FENCE, 6 FEET EAST OF A POLE, AND ABOUT 2 FEET LOWER THAN THE
 QR0009'TRACK.  A STANDARD DISK, STAMPED Y 60 1934 AND SET IN THE TOP OF
 QR0009'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0307 ***********************************************************************
 QQ0307  DESIGNATION -  Y 61
 QQ0307  PID         -  QQ0307
 QQ0307  STATE/COUNTY-  SD/MARSHALL
 QQ0307  COUNTRY     -  US
 QQ0307  USGS QUAD   -  BRITTON WEST (2017)
 QQ0307
 QQ0307                         *CURRENT SURVEY CONTROL
 QQ0307  ______________________________________________________________________
 QQ0307* NAD 83(1986) POSITION- 45 47 39.     (N) 097 45 02.     (W)   SCALED
 QQ0307* NAVD 88 ORTHO HEIGHT -   417.209 (meters)     1368.79  (feet) ADJUSTED
 QQ0307  ______________________________________________________________________
 QQ0307  GEOID HEIGHT    -        -25.350 (meters)                     GEOID18
 QQ0307  DYNAMIC HEIGHT  -        417.190 (meters)     1368.73  (feet) COMP
 QQ0307  MODELED GRAVITY -    980,557.6   (mgal)                       NAVD 88
 QQ0307
 QQ0307  VERT ORDER      -  SECOND    CLASS 0
 QQ0307
 QQ0307.The horizontal coordinates were scaled from a map and have
 QQ0307.an estimated accuracy of +/- 6 seconds.
 QQ0307
 QQ0307.The orthometric height was determined by differential leveling and
 QQ0307.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0307.in June 1991.
 QQ0307
 QQ0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0307.GEOID18 height accuracy estimate available here.
 QQ0307
 QQ0307.Click photographs - Photos may exist for this station.
 QQ0307
 QQ0307.The dynamic height is computed by dividing the NAVD 88
 QQ0307.geopotential number by the normal gravity value computed on the
 QQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0307.degrees latitude (g = 980.6199 gals.).
 QQ0307
 QQ0307.The modeled gravity was interpolated from observed gravity values.
 QQ0307
 QQ0307;                    North         East    Units  Estimated Accuracy
 QQ0307;SPC SD N     -   220,330.      774,880.      MT  (+/- 180 meters Scaled)
 QQ0307
 QQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR971719(NAD 83)
 QQ0307
 QQ0307                          SUPERSEDED SURVEY CONTROL
 QQ0307
 QQ0307  NGVD 29 (??/??/92)  416.925  (m)         1367.86   (f) ADJ UNCH    2 0
 QQ0307
 QQ0307.Superseded values are not recommended for survey control.
 QQ0307
 QQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0307.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0307
 QQ0307_MARKER: DB = BENCH MARK DISK
 QQ0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QQ0307_SP_SET: BUILDING
 QQ0307_STAMPING: Y 61 1934
 QQ0307_MARK LOGO: CGS
 QQ0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0307
 QQ0307  HISTORY     - Date     Condition        Report By
 QQ0307  HISTORY     - 1934     MONUMENTED       CGS
 QQ0307
 QQ0307                          STATION DESCRIPTION
 QQ0307
 QQ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0307'AT BRITTON.
 QQ0307'AT BRITTON, MARSHALL COUNTY, IN THE EAST LIMESTONE WALL OF THE
 QQ0307'COUNTY COURTHOUSE, 8 INCHES FROM THE NORTH END, AND ABOUT 3
 QQ0307'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED Y 61 1934 AND SET
 QQ0307'VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0186 ***********************************************************************
 QQ0186  DESIGNATION -  Y 62
 QQ0186  PID         -  QQ0186
 QQ0186  STATE/COUNTY-  SD/ROBERTS
 QQ0186  COUNTRY     -  US
 QQ0186  USGS QUAD   -  SISSETON (2017)
 QQ0186
 QQ0186                         *CURRENT SURVEY CONTROL
 QQ0186  ______________________________________________________________________
 QQ0186* NAD 83(1986) POSITION- 45 39 35.     (N) 097 02 52.     (W)   SCALED
 QQ0186* NAVD 88 ORTHO HEIGHT -   367.107 (meters)     1204.42  (feet) ADJUSTED
 QQ0186  ______________________________________________________________________
 QQ0186  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 QQ0186  DYNAMIC HEIGHT  -        367.089 (meters)     1204.36  (feet) COMP
 QQ0186  MODELED GRAVITY -    980,555.7   (mgal)                       NAVD 88
 QQ0186
 QQ0186  VERT ORDER      -  SECOND    CLASS 0
 QQ0186
 QQ0186.The horizontal coordinates were scaled from a map and have
 QQ0186.an estimated accuracy of +/- 6 seconds.
 QQ0186
 QQ0186.The orthometric height was determined by differential leveling and
 QQ0186.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0186.in June 1991.
 QQ0186
 QQ0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0186.GEOID18 height accuracy estimate available here.
 QQ0186
 QQ0186.Click photographs - Photos may exist for this station.
 QQ0186
 QQ0186.The dynamic height is computed by dividing the NAVD 88
 QQ0186.geopotential number by the normal gravity value computed on the
 QQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0186.degrees latitude (g = 980.6199 gals.).
 QQ0186
 QQ0186.The modeled gravity was interpolated from observed gravity values.
 QQ0186
 QQ0186;                    North         East    Units  Estimated Accuracy
 QQ0186;SPC SD N     -   207,160.      830,040.      MT  (+/- 180 meters Scaled)
 QQ0186
 QQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR520580(NAD 83)
 QQ0186
 QQ0186                          SUPERSEDED SURVEY CONTROL
 QQ0186
 QQ0186  NGVD 29 (??/??/92)  366.861  (m)         1203.61   (f) ADJ UNCH    2 0
 QQ0186
 QQ0186.Superseded values are not recommended for survey control.
 QQ0186
 QQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0186.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0186
 QQ0186_MARKER: DB = BENCH MARK DISK
 QQ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0186_STAMPING: Y 62 1934
 QQ0186_MARK LOGO: CGS
 QQ0186_PROJECTION: FLUSH
 QQ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0186+STABILITY: SURFACE MOTION
 QQ0186
 QQ0186  HISTORY     - Date     Condition        Report By
 QQ0186  HISTORY     - 1934     MONUMENTED       CGS
 QQ0186  HISTORY     - 1970     GOOD             USGS
 QQ0186
 QQ0186                          STATION DESCRIPTION
 QQ0186
 QQ0186'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QQ0186'AT SISSETON.
 QQ0186'AT SISSETON, AT THE ANDERSON CITY PARK, ABOUT 40 FEET NORTH OF
 QQ0186'ASH STREET, 37 FEET SOUTH, 4 FEET EAST OF THE SW CORNER OF THE
 QQ0186'CONCRETE BASKETBALL COURT, SET IN TOP OF A CONCRETE POST FLUSH
 QQ0186'WITH THE GROUND, A STD TABLET STAMPED X 62 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0345 ***********************************************************************
 QS0345  DESIGNATION -  Y 65
 QS0345  PID         -  QS0345
 QS0345  STATE/COUNTY-  SD/CORSON
 QS0345  COUNTRY     -  US
 QS0345  USGS QUAD   -  WAKPALA NW (2017)
 QS0345
 QS0345                         *CURRENT SURVEY CONTROL
 QS0345  ______________________________________________________________________
 QS0345* NAD 83(1986) POSITION- 45 44 31.59   (N) 100 37 38.03   (W)   HD_HELD1
 QS0345* NAVD 88 ORTHO HEIGHT -   536.691 (meters)     1760.79  (feet) ADJUSTED
 QS0345  ______________________________________________________________________
 QS0345  GEOID HEIGHT    -        -21.386 (meters)                     GEOID18
 QS0345  DYNAMIC HEIGHT  -        536.652 (meters)     1760.67  (feet) COMP
 QS0345  MODELED GRAVITY -    980,525.7   (mgal)                       NAVD 88
 QS0345
 QS0345  VERT ORDER      -  SECOND    CLASS 0
 QS0345
 QS0345.The horizontal coordinates were determined by differentially corrected
 QS0345.hand held GPS observations or other comparable positioning techniques
 QS0345.and have an estimated accuracy of +/- 3 meters.
 QS0345
 QS0345.The orthometric height was determined by differential leveling and
 QS0345.adjusted by the NATIONAL GEODETIC SURVEY
 QS0345.in June 1991.
 QS0345
 QS0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0345.GEOID18 height accuracy estimate available here.
 QS0345
 QS0345.Click photographs - Photos may exist for this station.
 QS0345
 QS0345.The dynamic height is computed by dividing the NAVD 88
 QS0345.geopotential number by the normal gravity value computed on the
 QS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0345.degrees latitude (g = 980.6199 gals.).
 QS0345
 QS0345.The modeled gravity was interpolated from observed gravity values.
 QS0345
 QS0345;                    North         East    Units  Estimated Accuracy
 QS0345;SPC SD N     -   212,305.8     551,187.3     MT  (+/- 3 meters HH1 GPS) 
 QS0345
 QS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7341666682(NAD 83)
 QS0345
 QS0345                          SUPERSEDED SURVEY CONTROL
 QS0345
 QS0345  NGVD 29 (??/??/92)  536.304  (m)         1759.52   (f) ADJ UNCH    2 0
 QS0345
 QS0345.Superseded values are not recommended for survey control.
 QS0345
 QS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0345.See file dsdata.pdf to determine how the superseded data were derived.
 QS0345
 QS0345_MARKER: DB = BENCH MARK DISK
 QS0345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0345_SP_SET: CULVERT HEADWALL
 QS0345_STAMPING: Y 65 1934
 QS0345_MARK LOGO: CGS
 QS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0345+STABILITY: SURFACE MOTION
 QS0345
 QS0345  HISTORY     - Date     Condition        Report By
 QS0345  HISTORY     - 1934     MONUMENTED       CGS
 QS0345  HISTORY     - 1945     GOOD             CGS
 QS0345  HISTORY     - 1950     GOOD             CGS
 QS0345
 QS0345                          STATION DESCRIPTION
 QS0345
 QS0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0345'2.8 MI SE FROM MAHTO.
 QS0345'2.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QS0345'PACIFIC RAILROAD FROM THE STATION AT MAHTO, CORSON COUNTY, 2.7
 QS0345'MILES NORTHWEST OF THE STATION AT JEFFREY, ONE POLE EAST OF
 QS0345'MILEPOST 825, IN THE SOUTH CONCRETE HEAD WALL OF CULVERT 44,
 QS0345'AND 4.5 FEET WEST OF THE EAST END.  A STANDARD DISK, STAMPED
 QS0345'Y 65 1934.  NOTE-- THE LEVELING PARTY OF 1945 REPORTED THAT AN
 QS0345'8- BY 12-INCH WOODEN GIRDER HAS BEEN PLACED OVER THE MARK,
 QS0345'MAKING IT IMPOSSIBLE TO LEVEL TO.
 QS0345
 QS0345                          STATION RECOVERY (1950)
 QS0345
 QS0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 QS0345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0056 ***********************************************************************
 QS0056  DESIGNATION -  Y 66
 QS0056  PID         -  QS0056
 QS0056  STATE/COUNTY-  SD/CAMPBELL
 QS0056  COUNTRY     -  US
 QS0056  USGS QUAD   -  HERREID (2017)
 QS0056
 QS0056                         *CURRENT SURVEY CONTROL
 QS0056  ______________________________________________________________________
 QS0056* NAD 83(1986) POSITION- 45 50 09.6    (N) 100 04 10.4    (W)   HD_HELD2
 QS0056* NAVD 88 ORTHO HEIGHT -   514.975 (meters)     1689.55  (feet) ADJUSTED
 QS0056  ______________________________________________________________________
 QS0056  GEOID HEIGHT    -        -22.150 (meters)                     GEOID18
 QS0056  DYNAMIC HEIGHT  -        514.945 (meters)     1689.45  (feet) COMP
 QS0056  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 QS0056
 QS0056  VERT ORDER      -  FIRST     CLASS II
 QS0056
 QS0056.The horizontal coordinates were established by autonomous hand held GPS
 QS0056.observations and have an estimated accuracy of +/- 10 meters.
 QS0056
 QS0056.The orthometric height was determined by differential leveling and
 QS0056.adjusted by the NATIONAL GEODETIC SURVEY
 QS0056.in June 1991.
 QS0056
 QS0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0056.GEOID18 height accuracy estimate available here.
 QS0056
 QS0056.Click photographs - Photos may exist for this station.
 QS0056
 QS0056.The dynamic height is computed by dividing the NAVD 88
 QS0056.geopotential number by the normal gravity value computed on the
 QS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0056.degrees latitude (g = 980.6199 gals.).
 QS0056
 QS0056.The modeled gravity was interpolated from observed gravity values.
 QS0056
 QS0056;                    North         East    Units  Estimated Accuracy
 QS0056;SPC SD N     -   222,555.      594,596.      MT  (+/- 10 meters HH2 GPS)
 QS0056
 QS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1693776382(NAD 83)
 QS0056
 QS0056                          SUPERSEDED SURVEY CONTROL
 QS0056
 QS0056  NGVD 29 (??/??/92)  514.598  (m)         1688.31   (f) ADJ UNCH    1 2
 QS0056
 QS0056.Superseded values are not recommended for survey control.
 QS0056
 QS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0056.See file dsdata.pdf to determine how the superseded data were derived.
 QS0056
 QS0056_MARKER: DB = BENCH MARK DISK
 QS0056_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QS0056_SP_SET: BUILDING
 QS0056_STAMPING: Y 66 1934
 QS0056_MARK LOGO: CGS
 QS0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0056+STABILITY: POSITION/ELEVATION WELL
 QS0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0056+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 QS0056
 QS0056  HISTORY     - Date     Condition        Report By
 QS0056  HISTORY     - 1934     MONUMENTED       CGS
 QS0056  HISTORY     - 1945     GOOD             CGS
 QS0056  HISTORY     - 19961023 GOOD             NGS
 QS0056
 QS0056                          STATION DESCRIPTION
 QS0056
 QS0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0056'AT HERREID.
 QS0056'AT HERREID, CAMPBELL COUNTY, AT THE HIGH SCHOOL, IN THE SOUTHEAST
 QS0056'CORNER STONE, IN THE EAST WALL, 0.7 FOOT NORTH OF THE CORNER,
 QS0056'AND ABOUT 4.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED Y 66
 QS0056'1934 AND SET VERTICALLY.
 QS0056
 QS0056                          STATION RECOVERY (1996)
 QS0056
 QS0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RAH)
 QS0056'IN HERREID, AT THE INTERSECTION OF MAIN STREET AND 3RD AVENUE, SET
 QS0056'VERTICALLY IN THE SOUTHEAST CORNER STONE OF THE HERREID SCHOOL, 643.0
 QS0056'M (2109.6 FT) NORTH OF MILEPOST 233, 28.9 M (94.8 FT) WEST OF THE
 QS0056'CENTER OF U.S. HIGHWAY 83, 18.8 M (61.7 FT) NORTH OF THE AVENUE
 QS0056'CENTER, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT)
 QS0056'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0213 ***********************************************************************
 QS0213  DESIGNATION -  Y 68
 QS0213  PID         -  QS0213
 QS0213  STATE/COUNTY-  SD/POTTER
 QS0213  COUNTRY     -  US
 QS0213  USGS QUAD   -  LAKE HURLEY (2017)
 QS0213
 QS0213                         *CURRENT SURVEY CONTROL
 QS0213  ______________________________________________________________________
 QS0213* NAD 83(1986) POSITION- 45 00 53.     (N) 100 09 52.     (W)   SCALED
 QS0213* NAVD 88 ORTHO HEIGHT -   582.258 (meters)     1910.29  (feet) ADJUSTED
 QS0213  ______________________________________________________________________
 QS0213  GEOID HEIGHT    -        -22.502 (meters)                     GEOID18
 QS0213  DYNAMIC HEIGHT  -        582.170 (meters)     1910.00  (feet) COMP
 QS0213  MODELED GRAVITY -    980,447.2   (mgal)                       NAVD 88
 QS0213
 QS0213  VERT ORDER      -  FIRST     CLASS II
 QS0213
 QS0213.The horizontal coordinates were scaled from a map and have
 QS0213.an estimated accuracy of +/- 6 seconds.
 QS0213
 QS0213.The orthometric height was determined by differential leveling and
 QS0213.adjusted by the NATIONAL GEODETIC SURVEY
 QS0213.in July 1998.
 QS0213
 QS0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0213.GEOID18 height accuracy estimate available here.
 QS0213
 QS0213.Click photographs - Photos may exist for this station.
 QS0213
 QS0213.The dynamic height is computed by dividing the NAVD 88
 QS0213.geopotential number by the normal gravity value computed on the
 QS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0213.degrees latitude (g = 980.6199 gals.).
 QS0213
 QS0213.The modeled gravity was interpolated from observed gravity values.
 QS0213
 QS0213;                    North         East    Units  Estimated Accuracy
 QS0213;SPC SD N     -   131,290.      587,040.      MT  (+/- 180 meters Scaled)
 QS0213
 QS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ082852(NAD 83)
 QS0213
 QS0213                          SUPERSEDED SURVEY CONTROL
 QS0213
 QS0213  NAVD 88 (06/15/91)  582.232  (m)         1910.21   (f) SUPERSEDED  1 2
 QS0213  NGVD 29 (??/??/92)  581.858  (m)         1908.98   (f) ADJ UNCH    1 2
 QS0213
 QS0213.Superseded values are not recommended for survey control.
 QS0213
 QS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0213.See file dsdata.pdf to determine how the superseded data were derived.
 QS0213
 QS0213_MARKER: DB = BENCH MARK DISK
 QS0213_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0213_SP_SET: HEADWALL
 QS0213_STAMPING: Y 68 1934
 QS0213_MARK LOGO: CGS
 QS0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0213+STABILITY: SURFACE MOTION
 QS0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0213+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QS0213
 QS0213  HISTORY     - Date     Condition        Report By
 QS0213  HISTORY     - 1934     MONUMENTED       CGS
 QS0213  HISTORY     - 1945     GOOD             CGS
 QS0213  HISTORY     - 19960425 GOOD             NGS
 QS0213  HISTORY     - 20120614 MARK NOT FOUND   INDIV
 QS0213
 QS0213                          STATION DESCRIPTION
 QS0213
 QS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0213'6.2 MI SE FROM WHITLOCKS CROSSING.
 QS0213'6.2 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 212 FROM THE MISSOURI
 QS0213'RIVER BRIDGE AT WHITLOCKS CROSSING, POTTER COUNTY, ABOUT 1.4
 QS0213'MILES EAST ALONG THE NEW HIGHWAY, ABOUT 220 FEET SOUTHWEST OF
 QS0213'THE SOUTHWEST CORNER OF A FRAME SCHOOLHOUSE, AT A ROAD CROSSING,
 QS0213'AT A 2-FOOT CONCRETE CULVERT UNDER THE CROSS ROAD, IN THE SOUTH
 QS0213'END OF THE EAST HEAD WALL, 51 FEET NORTH OF THE CENTER LINE OF
 QS0213'THE HIGHWAY, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD DISK,
 QS0213'STAMPED Y 68 1934.
 QS0213
 QS0213                          STATION RECOVERY (1945)
 QS0213
 QS0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0213'RECOVERED IN GOOD CONDITION.
 QS0213
 QS0213                          STATION RECOVERY (1996)
 QS0213
 QS0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0213'16.7 KM (10.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 QS0213'OF EXENE STREET IN GETTYSBURG, IN TOP OF AND 1.2 M (3.9 FT) SOUTH OF
 QS0213'THE NORTH END OF A CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD,
 QS0213'343.0 M (1125.3 FT) EAST OF MILEPOST 215, 15.3 M (50.2 FT) NORTH OF
 QS0213'THE HIGHWAY CENTER, 6.2 M (20.3 FT) WEST OF A UTILITY POLE, 4.7 M
 QS0213'(15.4 FT) EAST OF THE CENTER OF A ROAD, AND 0.4 M (1.3 FT) BELOW THE
 QS0213'LEVEL OF THE ROAD.
 QS0213
 QS0213                          STATION RECOVERY (2012)
 QS0213
 QS0213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0312 ***********************************************************************
 QS0312  DESIGNATION -  Y 69
 QS0312  PID         -  QS0312
 QS0312  STATE/COUNTY-  SD/DEWEY
 QS0312  COUNTRY     -  US
 QS0312  USGS QUAD   -  RIDGEVIEW (2017)
 QS0312
 QS0312                         *CURRENT SURVEY CONTROL
 QS0312  ______________________________________________________________________
 QS0312* NAD 83(1986) POSITION- 45 06 31.     (N) 100 45 38.     (W)   SCALED
 QS0312* NAVD 88 ORTHO HEIGHT -   688.508 (meters)     2258.88  (feet) ADJUSTED
 QS0312  ______________________________________________________________________
 QS0312  GEOID HEIGHT    -        -21.951 (meters)                     GEOID18
 QS0312  DYNAMIC HEIGHT  -        688.382 (meters)     2258.47  (feet) COMP
 QS0312  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 QS0312
 QS0312  VERT ORDER      -  FIRST     CLASS II
 QS0312
 QS0312.The horizontal coordinates were scaled from a map and have
 QS0312.an estimated accuracy of +/- 6 seconds.
 QS0312
 QS0312.The orthometric height was determined by differential leveling and
 QS0312.adjusted by the NATIONAL GEODETIC SURVEY
 QS0312.in July 1998.
 QS0312
 QS0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0312.GEOID18 height accuracy estimate available here.
 QS0312
 QS0312.Click photographs - Photos may exist for this station.
 QS0312
 QS0312.The dynamic height is computed by dividing the NAVD 88
 QS0312.geopotential number by the normal gravity value computed on the
 QS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0312.degrees latitude (g = 980.6199 gals.).
 QS0312
 QS0312.The modeled gravity was interpolated from observed gravity values.
 QS0312
 QS0312;                    North         East    Units  Estimated Accuracy
 QS0312;SPC SD N     -   141,990.      540,150.      MT  (+/- 180 meters Scaled)
 QS0312
 QS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ615965(NAD 83)
 QS0312
 QS0312                          SUPERSEDED SURVEY CONTROL
 QS0312
 QS0312  NAVD 88 (06/15/91)  688.321  (m)         2258.27   (f) SUPERSEDED  1 2
 QS0312  NGVD 29 (??/??/92)  687.858  (m)         2256.75   (f) ADJ UNCH    1 2
 QS0312
 QS0312.Superseded values are not recommended for survey control.
 QS0312
 QS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0312.See file dsdata.pdf to determine how the superseded data were derived.
 QS0312
 QS0312_MARKER: DB = BENCH MARK DISK
 QS0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0312_STAMPING: Y 69 1934
 QS0312_MARK LOGO: CGS
 QS0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0312+STABILITY: SURFACE MOTION
 QS0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0312+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 QS0312
 QS0312  HISTORY     - Date     Condition        Report By
 QS0312  HISTORY     - 1934     MONUMENTED       CGS
 QS0312  HISTORY     - 19960425 GOOD             NGS
 QS0312  HISTORY     - 20120627 GOOD             INDIV
 QS0312
 QS0312                          STATION DESCRIPTION
 QS0312
 QS0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0312'2.8 MI NE FROM RIDGEVIEW.
 QS0312'ABOUT 2.8 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0312'AND PACIFIC RAILROAD FROM THE STATION AT RIDGEVIEW, DEWEY COUNTY,
 QS0312'ABOUT 4 POLES EAST OF MILEPOST 37, AT THE CREST OF A RISE, 21
 QS0312'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES
 QS0312'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 69 1934 AND SET
 QS0312'IN THE TOP OF A CONCRETE POST.
 QS0312
 QS0312                          STATION RECOVERY (1996)
 QS0312
 QS0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0312'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QS0312'IN RIDGEVIEW, 30.8 M (101.0 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 QS0312'23.0 M (75.5 FT) SOUTH OF MILEPOST 181, 7.6 M (24.9 FT) SOUTHEAST OF A
 QS0312'WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 QS0312'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QS0312
 QS0312                          STATION RECOVERY (2012)
 QS0312
 QS0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0405 ***********************************************************************
 OR0405  DESIGNATION -  Y 7
 OR0405  PID         -  OR0405
 OR0405  STATE/COUNTY-  SD/BRULE
 OR0405  COUNTRY     -  US
 OR0405  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0405
 OR0405                         *CURRENT SURVEY CONTROL
 OR0405  ______________________________________________________________________
 OR0405* NAD 83(1986) POSITION- 43 48 40.96   (N) 099 19 47.35   (W)   HD_HELD1
 OR0405* NAVD 88 ORTHO HEIGHT -   428.559 (meters)     1406.03  (feet) ADJUSTED
 OR0405  ______________________________________________________________________
 OR0405  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 OR0405  DYNAMIC HEIGHT  -        428.446 (meters)     1405.66  (feet) COMP
 OR0405  MODELED GRAVITY -    980,343.4   (mgal)                       NAVD 88
 OR0405
 OR0405  VERT ORDER      -  FIRST     CLASS II
 OR0405
 OR0405.The horizontal coordinates were determined by differentially corrected
 OR0405.hand held GPS observations or other comparable positioning techniques
 OR0405.and have an estimated accuracy of +/- 3 meters.
 OR0405
 OR0405.The orthometric height was determined by differential leveling and
 OR0405.adjusted by the NATIONAL GEODETIC SURVEY
 OR0405.in September 1993.
 OR0405
 OR0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0405.GEOID18 height accuracy estimate available here.
 OR0405
 OR0405.Click photographs - Photos may exist for this station.
 OR0405
 OR0405.The dynamic height is computed by dividing the NAVD 88
 OR0405.geopotential number by the normal gravity value computed on the
 OR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0405.degrees latitude (g = 980.6199 gals.).
 OR0405
 OR0405.The modeled gravity was interpolated from observed gravity values.
 OR0405
 OR0405;                    North         East    Units  Estimated Accuracy
 OR0405;SPC SD S     -   164,686.4     680,733.6     MT  (+/- 3 meters HH1 GPS) 
 OR0405
 OR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7347350976(NAD 83)
 OR0405
 OR0405                          SUPERSEDED SURVEY CONTROL
 OR0405
 OR0405  NAVD 88 (06/15/91)  428.581  (m)         1406.10   (f) SUPERSEDED  1 2
 OR0405  NGVD 29 (??/??/92)  428.244  (m)         1405.00   (f) ADJ UNCH    1 2
 OR0405
 OR0405.Superseded values are not recommended for survey control.
 OR0405
 OR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0405.See file dsdata.pdf to determine how the superseded data were derived.
 OR0405
 OR0405_MARKER: DB = BENCH MARK DISK
 OR0405_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OR0405_SP_SET: STEP
 OR0405_STAMPING: Y 7 1925
 OR0405_MARK LOGO: CGS
 OR0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0405+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 OR0405
 OR0405  HISTORY     - Date     Condition        Report By
 OR0405  HISTORY     - 1925     MONUMENTED       CGS
 OR0405  HISTORY     - 1949     GOOD             CGS
 OR0405  HISTORY     - 19910625 GOOD             NGS
 OR0405  HISTORY     - 20070723 GOOD             INDIV
 OR0405  HISTORY     - 20120523 GOOD             INDIV
 OR0405
 OR0405                          STATION DESCRIPTION
 OR0405
 OR0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0405'AT CHAMBERLAIN.
 OR0405'AT CHAMBERLAIN, BRULE COUNTY, AT THE CITY HALL, IN THE TOP OF
 OR0405'THE NORTHWEST CORNER OF THE STONE DOOR STOOP, 7 FEET NORTH OF
 OR0405'THE CENTER OF THE DOORWAY, AND 2 FEET FROM THE FACE OF THE
 OR0405'BUILDING.  A STANDARD DISK, STAMPED Y 7 1925.
 OR0405
 OR0405                          STATION RECOVERY (1949)
 OR0405
 OR0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0405'RECOVERED IN GOOD CONDITION.
 OR0405
 OR0405                          STATION RECOVERY (1991)
 OR0405
 OR0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0405'IN CHAMBERLAIN, IN THE NORTHEAST END OF THE CONCRETE STEP AT THE MAIN
 OR0405'ENTRANCE TO THE CHAMBERLAIN CITY HALL 112 AT NORTH MAIN STREET, 12.1
 OR0405'M (39.7 FT) SOUTHEAST OF THE CENTER OF THE STREET, 2.0 M (6.6 FT)
 OR0405'NORTHEAST OF THE CENTER OF THE ENTRANCE, AND 0.3 M (1.0 FT) ABOVE THE
 OR0405'LEVEL OF THE STREET.
 OR0405
 OR0405                          STATION RECOVERY (2007)
 OR0405
 OR0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BLY)
 OR0405'RECOVERED IN GOOD CONDITION.
 OR0405
 OR0405                          STATION RECOVERY (2012)
 OR0405
 OR0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0488 ***********************************************************************
 QS0488  DESIGNATION -  Y 70
 QS0488  PID         -  QS0488
 QS0488  STATE/COUNTY-  SD/DEWEY
 QS0488  COUNTRY     -  US
 QS0488  USGS QUAD   -  LANTRY (2017)
 QS0488
 QS0488                         *CURRENT SURVEY CONTROL
 QS0488  ______________________________________________________________________
 QS0488* NAD 83(1986) POSITION- 45 00 57.     (N) 101 26 02.     (W)   SCALED
 QS0488* NAVD 88 ORTHO HEIGHT -   730.223 (meters)     2395.74  (feet) POSTED
 QS0488  ______________________________________________________________________
 QS0488  GEOID HEIGHT    -        -20.900 (meters)                     GEOID18
 QS0488  DYNAMIC HEIGHT  -        730.08  (meters)     2395.3   (feet) COMP
 QS0488  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 QS0488
 QS0488  VERT ORDER      -  * POSTED, SEE BELOW
 QS0488
 QS0488.The horizontal coordinates were scaled from a map and have
 QS0488.an estimated accuracy of +/- 6 seconds.
 QS0488
 QS0488.The orthometric height was determined by differential leveling
 QS0488.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QS0488
 QS0488.* This is a POSTED BENCH MARK height.
 QS0488
 QS0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0488.GEOID18 height accuracy estimate available here.
 QS0488
 QS0488.Click photographs - Photos may exist for this station.
 QS0488
 QS0488.The dynamic height is computed by dividing the NAVD 88
 QS0488.geopotential number by the normal gravity value computed on the
 QS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0488.degrees latitude (g = 980.6199 gals.).
 QS0488
 QS0488.The modeled gravity was interpolated from observed gravity values.
 QS0488
 QS0488;                    North         East    Units  Estimated Accuracy
 QS0488;SPC SD N     -   132,400.      486,990.      MT  (+/- 180 meters Scaled)
 QS0488
 QS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ082875(NAD 83)
 QS0488
 QS0488                          SUPERSEDED SURVEY CONTROL
 QS0488
 QS0488  NGVD 29 (??/??/92)  729.730  (m)         2394.12   (f) ADJ UNCH    2 0
 QS0488
 QS0488.Superseded values are not recommended for survey control.
 QS0488
 QS0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0488.See file dsdata.pdf to determine how the superseded data were derived.
 QS0488
 QS0488_MARKER: DB = BENCH MARK DISK
 QS0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0488_STAMPING: Y 70 1934
 QS0488_MARK LOGO: CGS
 QS0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0488+STABILITY: SURFACE MOTION
 QS0488
 QS0488  HISTORY     - Date     Condition        Report By
 QS0488  HISTORY     - 1934     MONUMENTED       CGS
 QS0488  HISTORY     - 1985     MARK NOT FOUND   NGS
 QS0488
 QS0488                          STATION DESCRIPTION
 QS0488
 QS0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0488'AT LANTRY.
 QS0488'AT LANTRY, DEWEY COUNTY, ABOUT 80 FEET WEST OF THE CHICAGO,
 QS0488'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT A ROAD
 QS0488'CROSSING, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET
 QS0488'NORTH OF THE CENTER LINE OF THE TRACK, 12 FEET WEST OF A
 QS0488'POWER-TRANSMISSION LINE POLE, AND HIGHER THAN THE TRACK.  A
 QS0488'STANDARD DISK, STAMPED Y 70 1934 AND SET IN THE TOP OF A CONCRETE
 QS0488'POST.
 QS0488
 QS0488                          STATION RECOVERY (1985)
 QS0488
 QS0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0488'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0288 ***********************************************************************
 QS0288  DESIGNATION -  Y 71
 QS0288  PID         -  QS0288
 QS0288  STATE/COUNTY-  SD/DEWEY
 QS0288  COUNTRY     -  US
 QS0288  USGS QUAD   -  LA PLANT (2017)
 QS0288
 QS0288                         *CURRENT SURVEY CONTROL
 QS0288  ______________________________________________________________________
 QS0288* NAD 83(1986) POSITION- 45 08 32.73   (N) 100 38 34.61   (W)   HD_HELD1
 QS0288* NAVD 88 ORTHO HEIGHT -   589.723 (meters)     1934.78  (feet) ADJUSTED
 QS0288  ______________________________________________________________________
 QS0288  GEOID HEIGHT    -        -22.086 (meters)                     GEOID18
 QS0288  DYNAMIC HEIGHT  -        589.623 (meters)     1934.45  (feet) COMP
 QS0288  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 QS0288
 QS0288  VERT ORDER      -  FIRST     CLASS II
 QS0288
 QS0288.The horizontal coordinates were determined by differentially corrected
 QS0288.hand held GPS observations or other comparable positioning techniques
 QS0288.and have an estimated accuracy of +/- 3 meters.
 QS0288
 QS0288.The orthometric height was determined by differential leveling and
 QS0288.adjusted by the NATIONAL GEODETIC SURVEY
 QS0288.in July 1998.
 QS0288
 QS0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0288.GEOID18 height accuracy estimate available here.
 QS0288
 QS0288.Click photographs - Photos may exist for this station.
 QS0288
 QS0288.The dynamic height is computed by dividing the NAVD 88
 QS0288.geopotential number by the normal gravity value computed on the
 QS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0288.degrees latitude (g = 980.6199 gals.).
 QS0288
 QS0288.The modeled gravity was interpolated from observed gravity values.
 QS0288
 QS0288;                    North         East    Units  Estimated Accuracy
 QS0288;SPC SD N     -   145,670.6     549,434.9     MT  (+/- 3 meters HH1 GPS) 
 QS0288
 QS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7083100085(NAD 83)
 QS0288
 QS0288                          SUPERSEDED SURVEY CONTROL
 QS0288
 QS0288  NAVD 88 (06/15/91)  589.650  (m)         1934.54   (f) SUPERSEDED  1 2
 QS0288  NGVD 29 (??/??/92)  589.220  (m)         1933.13   (f) ADJ UNCH    1 2
 QS0288
 QS0288.Superseded values are not recommended for survey control.
 QS0288
 QS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0288.See file dsdata.pdf to determine how the superseded data were derived.
 QS0288
 QS0288_MARKER: DB = BENCH MARK DISK
 QS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0288_STAMPING: Y 71 1934
 QS0288_MARK LOGO: CGS
 QS0288_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0288+STABILITY: SURFACE MOTION
 QS0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0288+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 QS0288
 QS0288  HISTORY     - Date     Condition        Report By
 QS0288  HISTORY     - 1934     MONUMENTED       CGS
 QS0288  HISTORY     - 1948     GOOD             USGS
 QS0288  HISTORY     - 19960425 GOOD             NGS
 QS0288  HISTORY     - 20120627 GOOD             INDIV
 QS0288
 QS0288                          STATION DESCRIPTION
 QS0288
 QS0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0288'0.5 MI NE FROM LA PLANT.
 QS0288'ABOUT 0.5 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0288'AND PACIFIC RAILROAD FROM THE STATION AT LA PLANT, DEWEY COUNTY,
 QS0288'ABOUT 1.5 POLES SOUTHWEST OF MILEPOST 29, AT THE CROSSING OF U.S.
 QS0288'HIGHWAY 212, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QS0288'HIGHWAY, 25 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 1
 QS0288'FOOT SOUTH OF A WHITE REFERENCE POST STENCILED U.S.B.M., AND
 QS0288'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0288'Y 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0288
 QS0288                          STATION RECOVERY (1948)
 QS0288
 QS0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QS0288'RECOVERED IN GOOD CONDITION.
 QS0288
 QS0288                          STATION RECOVERY (1996)
 QS0288
 QS0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0288'14.5 KM (9.00 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QS0288'IN RIDGEVIEW, 731.0 M (2398.3 FT) EAST OF MILEPOST 187, 62.2 M (204.1
 QS0288'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.9 M (48.9 FT) SOUTHEAST OF
 QS0288'AN UNDERGROUND CABLE JUNCTION BOX, 7.5 M (24.6 FT) NORTHWEST OF A
 QS0288'RAILROAD GRADE (TRACKS REMOVED), 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QS0288'HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 QS0288'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 QS0288
 QS0288                          STATION RECOVERY (2012)
 QS0288
 QS0288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0421 ***********************************************************************
 PT0421  DESIGNATION -  Y 72
 PT0421  PID         -  PT0421
 PT0421  STATE/COUNTY-  SD/STANLEY
 PT0421  COUNTRY     -  US
 PT0421  USGS QUAD   -  WHITEMAN RANCH (2017)
 PT0421
 PT0421                         *CURRENT SURVEY CONTROL
 PT0421  ______________________________________________________________________
 PT0421* NAD 83(1986) POSITION- 44 30 05.     (N) 101 08 06.     (W)   SCALED
 PT0421* NAVD 88 ORTHO HEIGHT -   690.724 (meters)     2266.15  (feet) ADJUSTED
 PT0421  ______________________________________________________________________
 PT0421  GEOID HEIGHT    -        -22.100 (meters)                     GEOID18
 PT0421  DYNAMIC HEIGHT  -        690.555 (meters)     2265.60  (feet) COMP
 PT0421  MODELED GRAVITY -    980,350.6   (mgal)                       NAVD 88
 PT0421
 PT0421  VERT ORDER      -  FIRST     CLASS II
 PT0421
 PT0421.The horizontal coordinates were scaled from a map and have
 PT0421.an estimated accuracy of +/- 6 seconds.
 PT0421
 PT0421.The orthometric height was determined by differential leveling and
 PT0421.adjusted by the NATIONAL GEODETIC SURVEY
 PT0421.in June 1991.
 PT0421
 PT0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0421.GEOID18 height accuracy estimate available here.
 PT0421
 PT0421.Click photographs - Photos may exist for this station.
 PT0421
 PT0421.The dynamic height is computed by dividing the NAVD 88
 PT0421.geopotential number by the normal gravity value computed on the
 PT0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0421.degrees latitude (g = 980.6199 gals.).
 PT0421
 PT0421.The modeled gravity was interpolated from observed gravity values.
 PT0421
 PT0421;                    North         East    Units  Estimated Accuracy
 PT0421;SPC SD S     -   241,170.      536,250.      MT  (+/- 180 meters Scaled)
 PT0421
 PT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ302297(NAD 83)
 PT0421
 PT0421                          SUPERSEDED SURVEY CONTROL
 PT0421
 PT0421  NGVD 29 (??/??/92)  690.237  (m)         2264.55   (f) ADJ UNCH    1 2
 PT0421
 PT0421.Superseded values are not recommended for survey control.
 PT0421
 PT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0421.See file dsdata.pdf to determine how the superseded data were derived.
 PT0421
 PT0421_MARKER: DB = BENCH MARK DISK
 PT0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0421_STAMPING: Y 72 1934
 PT0421_MARK LOGO: CGS
 PT0421_PROJECTION: PROJECTING 28 CENTIMETERS
 PT0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0421+STABILITY: SURFACE MOTION
 PT0421
 PT0421  HISTORY     - Date     Condition        Report By
 PT0421  HISTORY     - 1934     MONUMENTED       CGS
 PT0421  HISTORY     - 1952     GOOD             CGS
 PT0421  HISTORY     - 1985     GOOD             NGS
 PT0421
 PT0421                          STATION DESCRIPTION
 PT0421
 PT0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0421'31.3 MI N FROM MIDLAND.
 PT0421'IN STANLEY COUNTY, ABOUT 31.3 MILES NORTH ALONG STATE HIGHWAY 63
 PT0421'FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT THE JUNCTION
 PT0421'OF A ROAD LEADING EAST, 36 FEET SOUTH OF THE CENTER LINE OF THE
 PT0421'ROAD, 78 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 PT0421'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 72 1934 AND
 PT0421'SET IN THE TOP OF A CONCRETE POST.
 PT0421
 PT0421                          STATION RECOVERY (1952)
 PT0421
 PT0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 PT0421'RECOVERED IN GOOD CONDITION.
 PT0421
 PT0421                          STATION RECOVERY (1985)
 PT0421
 PT0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0421'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  49.96 KM
 PT0421'(31.05 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14 FROM THEIR
 PT0421'JUNCTION AT MIDLAND, IN THE SOUTHEAST CORNER OF THE Y JUNCTION OF A
 PT0421'TRACK ROAD LEADING NORTHEAST TO A RADIO TOWER, 21.8 METERS (71.5 FT)
 PT0421'EAST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) SOUTH OF THE
 PT0421'CENTER OF A TRACK ROAD, 44.5 METERS (146 FT) NORTH OF THE EXTENDED
 PT0421'CENTER OF A GRAVEL DRIVE LEADING SOUTHWEST TO A RANCH, 16.9 METERS
 PT0421'(55.5 FT) EAST-SOUTHEAST OF MILEPOST 128, 10.1 METERS (33 FT) SOUTH OF
 PT0421'AN EAST-WEST FENCE AND 4.7 METERS (15.5 FT) EAST OF THE RIGHT-OF-WAY
 PT0421'FENCE.
 PT0421'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0309 ***********************************************************************
 OS0309  DESIGNATION -  Y 73
 OS0309  PID         -  OS0309
 OS0309  STATE/COUNTY-  SD/HAAKON
 OS0309  COUNTRY     -  US
 OS0309  USGS QUAD   -  STAMFORD NW (2017)
 OS0309
 OS0309                         *CURRENT SURVEY CONTROL
 OS0309  ______________________________________________________________________
 OS0309* NAD 83(1986) POSITION- 43 59 26.33   (N) 101 09 15.13   (W)   HD_HELD1
 OS0309* NAVD 88 ORTHO HEIGHT -   674.667 (meters)     2213.47  (feet) ADJUSTED
 OS0309  ______________________________________________________________________
 OS0309  GEOID HEIGHT    -        -22.921 (meters)                     GEOID18
 OS0309  DYNAMIC HEIGHT  -        674.466 (meters)     2212.81  (feet) COMP
 OS0309  MODELED GRAVITY -    980,299.2   (mgal)                       NAVD 88
 OS0309
 OS0309  VERT ORDER      -  SECOND    CLASS 0
 OS0309
 OS0309.The horizontal coordinates were determined by differentially corrected
 OS0309.hand held GPS observations or other comparable positioning techniques
 OS0309.and have an estimated accuracy of +/- 3 meters.
 OS0309
 OS0309.The orthometric height was determined by differential leveling and
 OS0309.adjusted by the NATIONAL GEODETIC SURVEY
 OS0309.in June 1991.
 OS0309
 OS0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0309.GEOID18 height accuracy estimate available here.
 OS0309
 OS0309.Click photographs - Photos may exist for this station.
 OS0309
 OS0309.The dynamic height is computed by dividing the NAVD 88
 OS0309.geopotential number by the normal gravity value computed on the
 OS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0309.degrees latitude (g = 980.6199 gals.).
 OS0309
 OS0309.The modeled gravity was interpolated from observed gravity values.
 OS0309
 OS0309;                    North         East    Units  Estimated Accuracy
 OS0309;SPC SD S     -   184,441.2     534,156.7     MT  (+/- 3 meters HH1 GPS) 
 OS0309
 OS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP2726073089(NAD 83)
 OS0309
 OS0309                          SUPERSEDED SURVEY CONTROL
 OS0309
 OS0309  NGVD 29 (??/??/92)  674.202  (m)         2211.94   (f) ADJ UNCH    2 0
 OS0309
 OS0309.Superseded values are not recommended for survey control.
 OS0309
 OS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0309.See file dsdata.pdf to determine how the superseded data were derived.
 OS0309
 OS0309_MARKER: DB = BENCH MARK DISK
 OS0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0309_STAMPING: Y 73 1934
 OS0309_MARK LOGO: CGS
 OS0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0309+STABILITY: SURFACE MOTION
 OS0309
 OS0309  HISTORY     - Date     Condition        Report By
 OS0309  HISTORY     - 1934     MONUMENTED       CGS
 OS0309  HISTORY     - 1985     POOR             NGS
 OS0309
 OS0309                          STATION DESCRIPTION
 OS0309
 OS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0309'6.2 MI S FROM MIDLAND.
 OS0309'6.2 MILES SOUTH ALONG THE ROAD LEADING TO STAMFORD FROM THE CITY
 OS0309'WATER TANK AT MIDLAND, HAAKON COUNTY, AT THE CREST OF A HILL, AT
 OS0309'A PRIVATE ROAD, 60 FEET NORTH OF THE CENTER OF THE GATEWAY, 32
 OS0309'FEET EAST OF THE CENTERLINE OF THE MIDLAND-STAMFORD ROAD, 2 FEET
 OS0309'EAST OF A FENCE, 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 OS0309'OF A CONCRETE POST.
 OS0309
 OS0309                          STATION RECOVERY (1985)
 OS0309
 OS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0309'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0309'THE DESCRIPTION IS ADEQUATE EXCEPT THE HIGHWAY DESCRIBED IS NOW
 OS0309'ABANDON.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0473 ***********************************************************************
 PT0473  DESIGNATION -  Y 75
 PT0473  PID         -  PT0473
 PT0473  STATE/COUNTY-  SD/HAAKON
 PT0473  COUNTRY     -  US
 PT0473  USGS QUAD   -  NOWLIN (2017)
 PT0473
 PT0473                         *CURRENT SURVEY CONTROL
 PT0473  ______________________________________________________________________
 PT0473* NAD 83(1986) POSITION- 44 03 18.43   (N) 101 22 01.74   (W)   HD_HELD1
 PT0473* NAVD 88 ORTHO HEIGHT -   603.575 (meters)     1980.23  (feet) ADJUSTED
 PT0473  ______________________________________________________________________
 PT0473  GEOID HEIGHT    -        -22.193 (meters)                     GEOID18
 PT0473  DYNAMIC HEIGHT  -        603.391 (meters)     1979.63  (feet) COMP
 PT0473  MODELED GRAVITY -    980,295.2   (mgal)                       NAVD 88
 PT0473
 PT0473  VERT ORDER      -  SECOND    CLASS 0
 PT0473
 PT0473.The horizontal coordinates were determined by differentially corrected
 PT0473.hand held GPS observations or other comparable positioning techniques
 PT0473.and have an estimated accuracy of +/- 3 meters.
 PT0473
 PT0473.The orthometric height was determined by differential leveling and
 PT0473.adjusted by the NATIONAL GEODETIC SURVEY
 PT0473.in June 1991.
 PT0473
 PT0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0473.GEOID18 height accuracy estimate available here.
 PT0473
 PT0473.Click photographs - Photos may exist for this station.
 PT0473
 PT0473.The dynamic height is computed by dividing the NAVD 88
 PT0473.geopotential number by the normal gravity value computed on the
 PT0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0473.degrees latitude (g = 980.6199 gals.).
 PT0473
 PT0473.The modeled gravity was interpolated from observed gravity values.
 PT0473
 PT0473;                    North         East    Units  Estimated Accuracy
 PT0473;SPC SD S     -   191,794.5     517,165.8     MT  (+/- 3 meters HH1 GPS) 
 PT0473
 PT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP1038980719(NAD 83)
 PT0473
 PT0473                          SUPERSEDED SURVEY CONTROL
 PT0473
 PT0473  NGVD 29 (??/??/92)  603.114  (m)         1978.72   (f) ADJ UNCH    2 0
 PT0473
 PT0473.Superseded values are not recommended for survey control.
 PT0473
 PT0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0473.See file dsdata.pdf to determine how the superseded data were derived.
 PT0473
 PT0473_MARKER: DB = BENCH MARK DISK
 PT0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0473_STAMPING: Y 75 1934
 PT0473_MARK LOGO: CGS
 PT0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0473+STABILITY: SURFACE MOTION
 PT0473
 PT0473  HISTORY     - Date     Condition        Report By
 PT0473  HISTORY     - 1934     MONUMENTED       CGS
 PT0473
 PT0473                          STATION DESCRIPTION
 PT0473
 PT0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0473'3.5 MI W FROM NOWLIN.
 PT0473'3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PT0473'THE STATION AT NOWLIN, HAAKON COUNTY, ABOUT 13 POLES WEST OF
 PT0473'MILEPOST 544, AT A ROAD CROSSING, 45 FEET EAST OF THE CENTER LINE
 PT0473'OF THE ROAD, ABOUT 110 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PT0473'AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED Y 75 1934
 PT0473'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0136 ***********************************************************************
 PS0136  DESIGNATION -  Y 78 RESET
 PS0136  PID         -  PS0136
 PS0136  STATE/COUNTY-  SD/BUFFALO
 PS0136  COUNTRY     -  US
 PS0136  USGS QUAD   -  GANNVALLEY (2017)
 PS0136
 PS0136                         *CURRENT SURVEY CONTROL
 PS0136  ______________________________________________________________________
 PS0136* NAD 83(1986) POSITION- 44 02 17.     (N) 098 59 11.     (W)   SCALED
 PS0136* NAVD 88 ORTHO HEIGHT -   517.38  (+/-2cm)     1697.4   (feet) VERTCON3
 PS0136  ______________________________________________________________________
 PS0136  GEOID HEIGHT    -        -25.171 (meters)                     GEOID18
 PS0136  VERT ORDER      -  THIRD (See Below)
 PS0136
 PS0136.The horizontal coordinates were scaled from a map and have
 PS0136.an estimated accuracy of +/- 6 seconds.
 PS0136
 PS0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0136
 PS0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0136.GEOID18 height accuracy estimate available here.
 PS0136
 PS0136.The vertical order pertains to the NGVD 29 superseded value.
 PS0136
 PS0136.Click photographs - Photos may exist for this station.
 PS0136
 PS0136;                    North         East    Units  Estimated Accuracy
 PS0136;SPC SD S     -   190,260.      707,950.      MT  (+/- 180 meters Scaled)
 PS0136
 PS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP010760(NAD 83)
 PS0136
 PS0136                          SUPERSEDED SURVEY CONTROL
 PS0136
 PS0136  NGVD 29 (??/??/??)  517.03   (m)         1696.3    (f) RESET       3  
 PS0136
 PS0136.Superseded values are not recommended for survey control.
 PS0136
 PS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0136.See file dsdata.pdf to determine how the superseded data were derived.
 PS0136
 PS0136_MARKER: DB = BENCH MARK DISK
 PS0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PS0136_SP_SET: CULVERT
 PS0136_STAMPING: Y 78 RESET 1960
 PS0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PS0136
 PS0136  HISTORY     - Date     Condition        Report By
 PS0136  HISTORY     - 1960     MONUMENTED       SDHD
 PS0136  HISTORY     - 1963     GOOD             CGS
 PS0136
 PS0136                          STATION DESCRIPTION
 PS0136
 PS0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PS0136'0.4 MI N FROM GANN VALLEY.
 PS0136'0.4 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT
 PS0136'GANN VALLEY, BUFFALO COUNTY, AT A TRIPLE 8 FT X 3 FT X 49 FT
 PS0136'REINFORCED CONCRETE BOX CULVERT, IN THE SOUTH END OF THE WEST
 PS0136'CONCRETE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0260 ***********************************************************************
 PS0260  DESIGNATION -  Y 79 RESET
 PS0260  PID         -  PS0260
 PS0260  STATE/COUNTY-  SD/HAND
 PS0260  COUNTRY     -  US
 PS0260  USGS QUAD   -  MILLER (2017)
 PS0260
 PS0260                         *CURRENT SURVEY CONTROL
 PS0260  ______________________________________________________________________
 PS0260* NAD 83(1986) POSITION- 44 34 23.16   (N) 098 59 20.84   (W)   HD_HELD1
 PS0260* NAVD 88 ORTHO HEIGHT -   461.628 (meters)     1514.52  (feet) ADJUSTED
 PS0260  ______________________________________________________________________
 PS0260  GEOID HEIGHT    -        -24.431 (meters)                     GEOID18
 PS0260  DYNAMIC HEIGHT  -        461.544 (meters)     1514.25  (feet) COMP
 PS0260  MODELED GRAVITY -    980,421.8   (mgal)                       NAVD 88
 PS0260
 PS0260  VERT ORDER      -  FIRST     CLASS II
 PS0260
 PS0260.The horizontal coordinates were determined by differentially corrected
 PS0260.hand held GPS observations or other comparable positioning techniques
 PS0260.and have an estimated accuracy of +/- 3 meters.
 PS0260
 PS0260.The orthometric height was determined by differential leveling and
 PS0260.adjusted by the NATIONAL GEODETIC SURVEY
 PS0260.in July 1998.
 PS0260
 PS0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0260.GEOID18 height accuracy estimate available here.
 PS0260
 PS0260.Click photographs - Photos may exist for this station.
 PS0260
 PS0260.The dynamic height is computed by dividing the NAVD 88
 PS0260.geopotential number by the normal gravity value computed on the
 PS0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0260.degrees latitude (g = 980.6199 gals.).
 PS0260
 PS0260.The modeled gravity was interpolated from observed gravity values.
 PS0260
 PS0260;                    North         East    Units  Estimated Accuracy
 PS0260;SPC SD N     -    82,705.8     680,290.0     MT  (+/- 3 meters HH1 GPS) 
 PS0260
 PS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0086335529(NAD 83)
 PS0260
 PS0260                          SUPERSEDED SURVEY CONTROL
 PS0260
 PS0260  NGVD 29 (??/??/??)  461.30   (m)         1513.4    (f) RESET       3  
 PS0260
 PS0260.Superseded values are not recommended for survey control.
 PS0260
 PS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0260.See file dsdata.pdf to determine how the superseded data were derived.
 PS0260
 PS0260_MARKER: DB = BENCH MARK DISK
 PS0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0260_STAMPING: Y 79 RESET 1941
 PS0260_MARK LOGO: CGS
 PS0260_PROJECTION: RECESSED 20 CENTIMETERS
 PS0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0260+STABILITY: SURFACE MOTION
 PS0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0260+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0260
 PS0260  HISTORY     - Date     Condition        Report By
 PS0260  HISTORY     - 1941     MONUMENTED       SDHD
 PS0260  HISTORY     - 19960710 GOOD             NGS
 PS0260
 PS0260                          STATION DESCRIPTION
 PS0260
 PS0260'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0260'3.7 MI N FROM MILLER.
 PS0260'3.7 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0260'AT MILLER, HAND COUNTY, AT HIGHWAY STATION 1181+77, ABOUT
 PS0260'350 YARDS SOUTH OF A SECTION-LINE ROAD, AT A CULVERT, AND 50
 PS0260'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PS0260'STAMPED Y 79 RESET 1941 AND SET IN THE TOP OF A CONCRETE BLOCK.
 PS0260
 PS0260                          STATION RECOVERY (1996)
 PS0260
 PS0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0260'6.0 KM (3.70 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 PS0260'IN MILLER, 530.0 M (1738.8 FT) NORTH OF MILEPOST 115, 15.3 M (50.2 FT)
 PS0260'WEST OF THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT) SOUTH OF THE CENTER
 PS0260'OF A FIELD ENTRANCE AND GATE, 6.2 M (20.3 FT) NORTH OF A UTILITY POLE,
 PS0260'6.2 M (20.3 FT) WEST OF THE MOST SOUTHERLY OF 2 CULVERTS UNDER THE
 PS0260'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PS0260'EAST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A METAL GUARD POST,
 PS0260'AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0189 ***********************************************************************
 OS0189  DESIGNATION -  Y 8
 OS0189  PID         -  OS0189
 OS0189  STATE/COUNTY-  SD/JONES
 OS0189  COUNTRY     -  US
 OS0189  USGS QUAD   -  DRAPER (2017)
 OS0189
 OS0189                         *CURRENT SURVEY CONTROL
 OS0189  ______________________________________________________________________
 OS0189* NAD 83(1986) POSITION- 43 55 11.02   (N) 100 30 24.07   (W)   HD_HELD1
 OS0189* NAVD 88 ORTHO HEIGHT -   661.925 (meters)     2171.67  (feet) ADJUSTED
 OS0189  ______________________________________________________________________
 OS0189  GEOID HEIGHT    -        -24.355 (meters)                     GEOID18
 OS0189  DYNAMIC HEIGHT  -        661.718 (meters)     2170.99  (feet) COMP
 OS0189  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 OS0189
 OS0189  VERT ORDER      -  FIRST     CLASS II
 OS0189
 OS0189.The horizontal coordinates were determined by differentially corrected
 OS0189.hand held GPS observations or other comparable positioning techniques
 OS0189.and have an estimated accuracy of +/- 3 meters.
 OS0189
 OS0189.The orthometric height was determined by differential leveling and
 OS0189.adjusted by the NATIONAL GEODETIC SURVEY
 OS0189.in June 1991.
 OS0189
 OS0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0189.GEOID18 height accuracy estimate available here.
 OS0189
 OS0189.Click photographs - Photos may exist for this station.
 OS0189
 OS0189.The dynamic height is computed by dividing the NAVD 88
 OS0189.geopotential number by the normal gravity value computed on the
 OS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0189.degrees latitude (g = 980.6199 gals.).
 OS0189
 OS0189.The modeled gravity was interpolated from observed gravity values.
 OS0189
 OS0189;                    North         East    Units  Estimated Accuracy
 OS0189;SPC SD S     -   176,251.0     586,078.4     MT  (+/- 3 meters HH1 GPS) 
 OS0189
 OS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP7903964060(NAD 83)
 OS0189
 OS0189                          SUPERSEDED SURVEY CONTROL
 OS0189
 OS0189  NGVD 29 (??/??/92)  661.484  (m)         2170.22   (f) ADJ UNCH    1 2
 OS0189
 OS0189.Superseded values are not recommended for survey control.
 OS0189
 OS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0189.See file dsdata.pdf to determine how the superseded data were derived.
 OS0189
 OS0189_MARKER: DB = BENCH MARK DISK
 OS0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0189_STAMPING: 2170.219 Y 8 1925
 OS0189_MARK LOGO: CGS
 OS0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0189+STABILITY: SURFACE MOTION
 OS0189
 OS0189  HISTORY     - Date     Condition        Report By
 OS0189  HISTORY     - 1925     MONUMENTED       CGS
 OS0189  HISTORY     - 1935     GOOD             CGS
 OS0189
 OS0189                          STATION DESCRIPTION
 OS0189
 OS0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0189'1.8 MI E FROM DRAPER.
 OS0189'1.75 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0189'PACIFIC RAILROAD FROM DRAPER, JONES COUNTY, AT A DIRTROAD
 OS0189'CROSSING, 98.4 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 OS0189'74.8 FEET EAST OF THE CENTERLINE OF THE ROAD, 43.8 FEET NORTH
 OS0189'OF THE CENTERLINE OF THE TRACK, AND 4.9 FEET SOUTH OF THE
 OS0189'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2170.219 Y 8 1925
 OS0189'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0194 ***********************************************************************
 PS0194  DESIGNATION -  Y 80
 PS0194  PID         -  PS0194
 PS0194  STATE/COUNTY-  SD/JERAULD
 PS0194  COUNTRY     -  US
 PS0194  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0194
 PS0194                         *CURRENT SURVEY CONTROL
 PS0194  ______________________________________________________________________
 PS0194* NAD 83(1986) POSITION- 44 04 44.     (N) 098 49 12.     (W)   SCALED
 PS0194* NAVD 88 ORTHO HEIGHT -   541.124 (meters)     1775.34  (feet) ADJUSTED
 PS0194  ______________________________________________________________________
 PS0194  GEOID HEIGHT    -        -25.181 (meters)                     GEOID18
 PS0194  DYNAMIC HEIGHT  -        540.993 (meters)     1774.91  (feet) COMP
 PS0194  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 PS0194
 PS0194  VERT ORDER      -  SECOND    CLASS 0
 PS0194
 PS0194.The horizontal coordinates were scaled from a map and have
 PS0194.an estimated accuracy of +/- 6 seconds.
 PS0194
 PS0194.The orthometric height was determined by differential leveling and
 PS0194.adjusted by the NATIONAL GEODETIC SURVEY
 PS0194.in June 1991.
 PS0194
 PS0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0194.GEOID18 height accuracy estimate available here.
 PS0194
 PS0194.Click photographs - Photos may exist for this station.
 PS0194
 PS0194.The dynamic height is computed by dividing the NAVD 88
 PS0194.geopotential number by the normal gravity value computed on the
 PS0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0194.degrees latitude (g = 980.6199 gals.).
 PS0194
 PS0194.The modeled gravity was interpolated from observed gravity values.
 PS0194
 PS0194;                    North         East    Units  Estimated Accuracy
 PS0194;SPC SD S     -   195,020.      721,200.      MT  (+/- 180 meters Scaled)
 PS0194
 PS0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP144806(NAD 83)
 PS0194
 PS0194                          SUPERSEDED SURVEY CONTROL
 PS0194
 PS0194  NGVD 29 (??/??/92)  540.767  (m)         1774.17   (f) ADJ UNCH    2 0
 PS0194
 PS0194.Superseded values are not recommended for survey control.
 PS0194
 PS0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0194.See file dsdata.pdf to determine how the superseded data were derived.
 PS0194
 PS0194_MARKER: DB = BENCH MARK DISK
 PS0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0194_SP_SET: BRIDGE
 PS0194_STAMPING: Y 80 1934
 PS0194_MARK LOGO: CGS
 PS0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0194
 PS0194  HISTORY     - Date     Condition        Report By
 PS0194  HISTORY     - 1934     MONUMENTED       CGS
 PS0194
 PS0194                          STATION DESCRIPTION
 PS0194
 PS0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0194'3 MI N FROM GANN VALLEY.
 PS0194'ABOUT 3 MILES NORTH OF GANN VALLEY TO JUNCTION OF STATE HYS 34
 PS0194'AND 45, THENCE 8.1 MILES EAST.  ALONG STATE HIGHWAY 34 AT 30
 PS0194'FOOT CONCRETE BRIDGE, 300 FEET EAST OF PRIVATE ENTRANCE.  SET
 PS0194'IN THE EAST END OF THE SOUTH HUBGUARD, 0.5 FOOT ABOVE ROAD
 PS0194'LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0195 ***********************************************************************
 PS0195  DESIGNATION -  Y 80 RESET
 PS0195  PID         -  PS0195
 PS0195  STATE/COUNTY-  SD/JERAULD
 PS0195  COUNTRY     -  US
 PS0195  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0195
 PS0195                         *CURRENT SURVEY CONTROL
 PS0195  ______________________________________________________________________
 PS0195* NAD 83(1986) POSITION- 44 04 43.     (N) 098 49 12.     (W)   SCALED
 PS0195* NAVD 88 ORTHO HEIGHT -   541.32  (+/-2cm)     1776.0   (feet) VERTCON3
 PS0195  ______________________________________________________________________
 PS0195  GEOID HEIGHT    -        -25.181 (meters)                     GEOID18
 PS0195  VERT ORDER      -  THIRD (See Below)
 PS0195
 PS0195.The horizontal coordinates were scaled from a map and have
 PS0195.an estimated accuracy of +/- 6 seconds.
 PS0195
 PS0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0195
 PS0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0195.GEOID18 height accuracy estimate available here.
 PS0195
 PS0195.The vertical order pertains to the NGVD 29 superseded value.
 PS0195
 PS0195.Click photographs - Photos may exist for this station.
 PS0195
 PS0195;                    North         East    Units  Estimated Accuracy
 PS0195;SPC SD S     -   194,990.      721,200.      MT  (+/- 180 meters Scaled)
 PS0195
 PS0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP144806(NAD 83)
 PS0195
 PS0195                          SUPERSEDED SURVEY CONTROL
 PS0195
 PS0195  NGVD 29 (??/??/??)  540.96   (m)         1774.8    (f) RESET       3  
 PS0195
 PS0195.Superseded values are not recommended for survey control.
 PS0195
 PS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0195.See file dsdata.pdf to determine how the superseded data were derived.
 PS0195
 PS0195_MARKER: DB = BENCH MARK DISK
 PS0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0195_SP_SET: CULVERT HEADWALL
 PS0195_STAMPING: Y 80 RESET 1952
 PS0195_MARK LOGO: CGS
 PS0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0195+STABILITY: SURFACE MOTION
 PS0195
 PS0195  HISTORY     - Date     Condition        Report By
 PS0195  HISTORY     - 1952     MONUMENTED       SDHD
 PS0195
 PS0195                          STATION DESCRIPTION
 PS0195
 PS0195'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0195'11.3 MI E FROM GANNVALLEY.
 PS0195'IN JERAULD COUNTY, ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 45
 PS0195'FROM GANNVALLEY, BUFFALO COUNTY, THENCE 8.3 MILES EAST ALONG
 PS0195'STATE HIGHWAY 34, AT A TRIPLE 10-BY 8-FOOT REINFORCED-CONCRETE
 PS0195'BOX CULVERT, IN THE WEST END OF THE NORTH PARAPET WALL, AND
 PS0195'26.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 PS0195'STATION 437 + 72.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0127 ***********************************************************************
 PS0127  DESIGNATION -  Y 81
 PS0127  PID         -  PS0127
 PS0127  STATE/COUNTY-  SD/SANBORN
 PS0127  COUNTRY     -  US
 PS0127  USGS QUAD   -  FORESTBURG SW (2017)
 PS0127
 PS0127                         *CURRENT SURVEY CONTROL
 PS0127  ______________________________________________________________________
 PS0127* NAD 83(1986) POSITION- 44 02 25.     (N) 098 09 02.     (W)   SCALED
 PS0127* NAVD 88 ORTHO HEIGHT -   394.025 (meters)     1292.73  (feet) ADJUSTED
 PS0127  ______________________________________________________________________
 PS0127  GEOID HEIGHT    -        -25.563 (meters)                     GEOID18
 PS0127  DYNAMIC HEIGHT  -        393.945 (meters)     1292.47  (feet) COMP
 PS0127  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 PS0127
 PS0127  VERT ORDER      -  FIRST     CLASS II
 PS0127
 PS0127.The horizontal coordinates were scaled from a map and have
 PS0127.an estimated accuracy of +/- 6 seconds.
 PS0127
 PS0127.The orthometric height was determined by differential leveling and
 PS0127.adjusted by the NATIONAL GEODETIC SURVEY
 PS0127.in October 1997.
 PS0127
 PS0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0127.GEOID18 height accuracy estimate available here.
 PS0127
 PS0127.Click photographs - Photos may exist for this station.
 PS0127
 PS0127.The dynamic height is computed by dividing the NAVD 88
 PS0127.geopotential number by the normal gravity value computed on the
 PS0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0127.degrees latitude (g = 980.6199 gals.).
 PS0127
 PS0127.The modeled gravity was interpolated from observed gravity values.
 PS0127
 PS0127;                    North         East    Units  Estimated Accuracy
 PS0127;SPC SD S     -   191,930.      774,920.      MT  (+/- 180 meters Scaled)
 PS0127
 PS0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP680766(NAD 83)
 PS0127
 PS0127                          SUPERSEDED SURVEY CONTROL
 PS0127
 PS0127  NAVD 88 (06/15/91)  394.138  (m)         1293.10   (f) SUPERSEDED  1 2
 PS0127  NGVD 29 (??/??/92)  393.853  (m)         1292.17   (f) ADJ UNCH    1 2
 PS0127
 PS0127.Superseded values are not recommended for survey control.
 PS0127
 PS0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0127.See file dsdata.pdf to determine how the superseded data were derived.
 PS0127
 PS0127_MARKER: DB = BENCH MARK DISK
 PS0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0127_STAMPING: Y 81 1934
 PS0127_MARK LOGO: CGS
 PS0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0127+STABILITY: SURFACE MOTION
 PS0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0127+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 PS0127
 PS0127  HISTORY     - Date     Condition        Report By
 PS0127  HISTORY     - 1934     MONUMENTED       CGS
 PS0127  HISTORY     - 19950630 GOOD             NGS
 PS0127  HISTORY     - 20120518 MARK NOT FOUND   INDIV
 PS0127
 PS0127                          STATION DESCRIPTION
 PS0127
 PS0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0127'6.6 MI E FROM WOONSOCKET.
 PS0127'6.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PS0127'RAILROAD FROM THE COUNTY COURTHOUSE, AT WOONSOCKET, SANBORN
 PS0127'COUNTY, 1-1/2 POLES EAST OF MILEPOST 387, AT A ROAD CROSSING NEAR
 PS0127'A SCHOOLHOUSE, 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 25
 PS0127'FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET EAST OF A
 PS0127'POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y 81
 PS0127'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0127
 PS0127                          STATION RECOVERY (1995)
 PS0127
 PS0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0127'39.9 KM (24.80 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 PS0127'OF U.S. HIGHWAY 14 IN HURON, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG A
 PS0127'TRACK ROAD, 13.0 M (42.7 FT) SOUTHWEST OF THE CENTER OF A RAILROAD BED
 PS0127'(TRACK REMOVED), 9.0 M (29.5 FT) WEST OF THE ROAD CENTER, 7.3 M (24.0
 PS0127'FT) EAST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M
 PS0127'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PS0127'FT) ABOVE THE GROUND SURFACE.
 PS0127
 PS0127                          STATION RECOVERY (2012)
 PS0127
 PS0127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PS0127'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0531 ***********************************************************************
 PR0531  DESIGNATION -  Y 82
 PR0531  PID         -  PR0531
 PR0531  STATE/COUNTY-  SD/MINER
 PR0531  COUNTRY     -  US
 PR0531  USGS QUAD   -  ROSWELL (2017)
 PR0531
 PR0531                         *CURRENT SURVEY CONTROL
 PR0531  ______________________________________________________________________
 PR0531* NAD 83(1986) POSITION- 44 05 57.     (N) 097 40 06.     (W)   SCALED
 PR0531* NAVD 88 ORTHO HEIGHT -   436.609 (meters)     1432.44  (feet) ADJUSTED
 PR0531  ______________________________________________________________________
 PR0531  GEOID HEIGHT    -        -25.619 (meters)                     GEOID18
 PR0531  DYNAMIC HEIGHT  -        436.517 (meters)     1432.14  (feet) COMP
 PR0531  MODELED GRAVITY -    980,394.7   (mgal)                       NAVD 88
 PR0531
 PR0531  VERT ORDER      -  SECOND    CLASS 0
 PR0531
 PR0531.The horizontal coordinates were scaled from a map and have
 PR0531.an estimated accuracy of +/- 6 seconds.
 PR0531
 PR0531.The orthometric height was determined by differential leveling and
 PR0531.adjusted by the NATIONAL GEODETIC SURVEY
 PR0531.in June 1991.
 PR0531
 PR0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0531.GEOID18 height accuracy estimate available here.
 PR0531
 PR0531.Click photographs - Photos may exist for this station.
 PR0531
 PR0531.The dynamic height is computed by dividing the NAVD 88
 PR0531.geopotential number by the normal gravity value computed on the
 PR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0531.degrees latitude (g = 980.6199 gals.).
 PR0531
 PR0531.The modeled gravity was interpolated from observed gravity values.
 PR0531
 PR0531;                    North         East    Units  Estimated Accuracy
 PR0531;SPC SD S     -   199,600.      813,340.      MT  (+/- 180 meters Scaled)
 PR0531
 PR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP065837(NAD 83)
 PR0531
 PR0531                          SUPERSEDED SURVEY CONTROL
 PR0531
 PR0531  NGVD 29 (??/??/92)  436.331  (m)         1431.53   (f) ADJ UNCH    2 0
 PR0531
 PR0531.Superseded values are not recommended for survey control.
 PR0531
 PR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0531.See file dsdata.pdf to determine how the superseded data were derived.
 PR0531
 PR0531_MARKER: DB = BENCH MARK DISK
 PR0531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0531_SP_SET: BOX CULVERT
 PR0531_STAMPING: Y 82 1934
 PR0531_MARK LOGO: CGS
 PR0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0531+STABILITY: SURFACE MOTION
 PR0531
 PR0531  HISTORY     - Date     Condition        Report By
 PR0531  HISTORY     - 1934     MONUMENTED       CGS
 PR0531
 PR0531                          STATION DESCRIPTION
 PR0531
 PR0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0531'2.3 MI NW FROM ARGONNE.
 PR0531'2.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0531'FROM THE STATION AT ARGONNE, MINER COUNTY, ABOUT 10 POLES
 PR0531'NORTHWEST OF MILEPOST 105, AT A 4- BY 4-FOOT LIMESTONE BOX
 PR0531'CULVERT, IN THE SOUTHEAST END OF THE SOUTHWEST LIMESTONE HEAD
 PR0531'WALL, AND ABOUT 1.5 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0531'DISK, STAMPED Y 82 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0040 ***********************************************************************
 PS0040  DESIGNATION -  Y 83
 PS0040  PID         -  PS0040
 PS0040  STATE/COUNTY-  SD/BEADLE
 PS0040  COUNTRY     -  US
 PS0040  USGS QUAD   -  LAKE BYRON (2017)
 PS0040
 PS0040                         *CURRENT SURVEY CONTROL
 PS0040  ______________________________________________________________________
 PS0040* NAD 83(1986) POSITION- 44 36 12.     (N) 098 13 12.     (W)   SCALED
 PS0040* NAVD 88 ORTHO HEIGHT -   392.160 (meters)     1286.61  (feet) ADJUSTED
 PS0040  ______________________________________________________________________
 PS0040  GEOID HEIGHT    -        -24.563 (meters)                     GEOID18
 PS0040  DYNAMIC HEIGHT  -        392.108 (meters)     1286.44  (feet) COMP
 PS0040  MODELED GRAVITY -    980,471.2   (mgal)                       NAVD 88
 PS0040
 PS0040  VERT ORDER      -  SECOND    CLASS 0
 PS0040
 PS0040.The horizontal coordinates were scaled from a map and have
 PS0040.an estimated accuracy of +/- 6 seconds.
 PS0040
 PS0040.The orthometric height was determined by differential leveling and
 PS0040.adjusted by the NATIONAL GEODETIC SURVEY
 PS0040.in June 1991.
 PS0040
 PS0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0040.GEOID18 height accuracy estimate available here.
 PS0040
 PS0040.Click photographs - Photos may exist for this station.
 PS0040
 PS0040.The dynamic height is computed by dividing the NAVD 88
 PS0040.geopotential number by the normal gravity value computed on the
 PS0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0040.degrees latitude (g = 980.6199 gals.).
 PS0040
 PS0040.The modeled gravity was interpolated from observed gravity values.
 PS0040
 PS0040;                    North         East    Units  Estimated Accuracy
 PS0040;SPC SD N     -    87,120.      741,300.      MT  (+/- 180 meters Scaled)
 PS0040
 PS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ618391(NAD 83)
 PS0040
 PS0040                          SUPERSEDED SURVEY CONTROL
 PS0040
 PS0040  NGVD 29 (??/??/92)  391.89   (m)         1285.7    (f) COMPUTED    2 0
 PS0040
 PS0040.Superseded values are not recommended for survey control.
 PS0040
 PS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0040.See file dsdata.pdf to determine how the superseded data were derived.
 PS0040
 PS0040_MARKER: DB = BENCH MARK DISK
 PS0040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0040_SP_SET: CULVERT HEADWALL
 PS0040_STAMPING: Y 83 1934
 PS0040_MARK LOGO: CGS
 PS0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0040+STABILITY: SURFACE MOTION
 PS0040
 PS0040  HISTORY     - Date     Condition        Report By
 PS0040  HISTORY     - 1934     MONUMENTED       CGS
 PS0040  HISTORY     - 1951     MARK NOT FOUND   USGS
 PS0040
 PS0040                          STATION DESCRIPTION
 PS0040
 PS0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0040'16.6 MI N FROM HURON.
 PS0040'16.6 MILES NORTH OF C AND N W DEPOT.  ALONG HIWAY 37, 21 FEET
 PS0040'SOUTH OF POINT OF INTERSECTION OF CROSS ROAD, THENCE 30 FEET
 PS0040'WEST OF CENTERLINE OF HIWAY.  15 FEET NORTH, THENCE 9 FEET EAST
 PS0040'OF RIGHT OF WAY FENCE CORNER POST.  SET IN CENTER OF SOUTH
 PS0040'HEADWALL OF DOUBLE 16 INCH CONCRETE CULVERT, LEVEL WITH ROAD.
 PS0040
 PS0040                          STATION RECOVERY (1951)
 PS0040
 PS0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PS0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0041 ***********************************************************************
 PS0041  DESIGNATION -  Y 83 RESET
 PS0041  PID         -  PS0041
 PS0041  STATE/COUNTY-  SD/BEADLE
 PS0041  COUNTRY     -  US
 PS0041  USGS QUAD   -  LAKE BYRON (2017)
 PS0041
 PS0041                         *CURRENT SURVEY CONTROL
 PS0041  ______________________________________________________________________
 PS0041* NAD 83(1986) POSITION- 44 36 11.     (N) 098 13 15.     (W)   SCALED
 PS0041* NAVD 88 ORTHO HEIGHT -   391.81  (meters)     1285.5   (feet) RESET
 PS0041  ______________________________________________________________________
 PS0041  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 PS0041  VERT ORDER      -  THIRD
 PS0041
 PS0041.The horizontal coordinates were scaled from a map and have
 PS0041.an estimated accuracy of +/- 6 seconds.
 PS0041
 PS0041.The orthometric height was computed from unverified reset data.
 PS0041
 PS0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0041.GEOID18 height accuracy estimate available here.
 PS0041
 PS0041.Click photographs - Photos may exist for this station.
 PS0041
 PS0041;                    North         East    Units  Estimated Accuracy
 PS0041;SPC SD N     -    87,090.      741,230.      MT  (+/- 180 meters Scaled)
 PS0041
 PS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ618391(NAD 83)
 PS0041
 PS0041                          SUPERSEDED SURVEY CONTROL
 PS0041
 PS0041.No superseded survey control is available for this station.
 PS0041
 PS0041_MARKER: DB = BENCH MARK DISK
 PS0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0041_STAMPING: Y 83 RESET 1951
 PS0041_MARK LOGO: CGS
 PS0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0041+STABILITY: SURFACE MOTION
 PS0041
 PS0041  HISTORY     - Date     Condition        Report By
 PS0041  HISTORY     - 1951     MONUMENTED       SDHD
 PS0041  HISTORY     - 1956     GOOD             CGS
 PS0041
 PS0041                          STATION DESCRIPTION
 PS0041
 PS0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 PS0041'16.6 MI N FROM HURON.
 PS0041'16.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 PS0041'NORTH WESTERN RAILWAY CROSSING ON DAKOTA AVENUE IN HURON,
 PS0041'BEADLE COUNTY, 100 FEET WEST AND 34 FEET SOUTH OF THE NORTHEAST
 PS0041'CORNER OF SECTION 13, T 113 N, R 62 W, ON THE SOUTH SIDE OF AN
 PS0041'EAST-AND-WEST ROAD, AND IN AN EAST-AND-WEST FENCE LINE.  A
 PS0041'STANDARD DISK, STAMPED Y 83 RESET 1951 AND SET IN THE TOP OF A
 PS0041'CONCRETE POST.  30 FEET SOUTH AND 102 FEET WEST OF CENTERLINE
 PS0041'OF CROSS-ROADS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0435 ***********************************************************************
 PR0435  DESIGNATION -  Y 84
 PR0435  PID         -  PR0435
 PR0435  STATE/COUNTY-  SD/CODINGTON
 PR0435  COUNTRY     -  US
 PR0435  USGS QUAD   -  WATERTOWN WEST (2017)
 PR0435
 PR0435                         *CURRENT SURVEY CONTROL
 PR0435  ______________________________________________________________________
 PR0435* NAD 83(1986) POSITION- 44 57 54.     (N) 097 13 35.     (W)   SCALED
 PR0435* NAVD 88 ORTHO HEIGHT -   534.896 (meters)     1754.90  (feet) ADJUSTED
 PR0435  ______________________________________________________________________
 PR0435  GEOID HEIGHT    -        -25.098 (meters)                     GEOID18
 PR0435  DYNAMIC HEIGHT  -        534.819 (meters)     1754.65  (feet) COMP
 PR0435  MODELED GRAVITY -    980,456.1   (mgal)                       NAVD 88
 PR0435
 PR0435  VERT ORDER      -  SECOND    CLASS 0
 PR0435
 PR0435.The horizontal coordinates were scaled from a map and have
 PR0435.an estimated accuracy of +/- 6 seconds.
 PR0435
 PR0435.The orthometric height was determined by differential leveling and
 PR0435.adjusted by the NATIONAL GEODETIC SURVEY
 PR0435.in June 1991.
 PR0435
 PR0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0435.GEOID18 height accuracy estimate available here.
 PR0435
 PR0435.Click photographs - Photos may exist for this station.
 PR0435
 PR0435.The dynamic height is computed by dividing the NAVD 88
 PR0435.geopotential number by the normal gravity value computed on the
 PR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0435.degrees latitude (g = 980.6199 gals.).
 PR0435
 PR0435.The modeled gravity was interpolated from observed gravity values.
 PR0435
 PR0435;                    North         East    Units  Estimated Accuracy
 PR0435;SPC SD N     -   129,500.      818,770.      MT  (+/- 180 meters Scaled)
 PR0435
 PR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ398805(NAD 83)
 PR0435
 PR0435                          SUPERSEDED SURVEY CONTROL
 PR0435
 PR0435  NGVD 29 (??/??/92)  534.594  (m)         1753.91   (f) ADJ UNCH    2 0
 PR0435
 PR0435.Superseded values are not recommended for survey control.
 PR0435
 PR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0435.See file dsdata.pdf to determine how the superseded data were derived.
 PR0435
 PR0435_MARKER: DB = BENCH MARK DISK
 PR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0435_STAMPING: Y 84 1934
 PR0435_MARK LOGO: CGS
 PR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0435+STABILITY: SURFACE MOTION
 PR0435
 PR0435  HISTORY     - Date     Condition        Report By
 PR0435  HISTORY     - 1934     MONUMENTED       CGS
 PR0435  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0435
 PR0435                          STATION DESCRIPTION
 PR0435
 PR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0435'1.3 MI W FROM YAHOTA.
 PR0435'ABOUT 1.3 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 PR0435'FROM YAHOTA, CODINGTON COUNTY, ABOUT 12 POLES WEST OF MILEPOST
 PR0435'241, ABOUT 600 FEET EAST OF A GRADE CROSSING, 48 FEET SOUTH
 PR0435'OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN
 PR0435'THE TRACK.  A STANDARD DISK, STAMPED Y 84 1934 AND SET IN THE
 PR0435'TOP OF A CONCRETE POST.
 PR0435
 PR0435                          STATION RECOVERY (1968)
 PR0435
 PR0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0122 ***********************************************************************
 QR0122  DESIGNATION -  Y 86
 QR0122  PID         -  QR0122
 QR0122  STATE/COUNTY-  SD/SPINK
 QR0122  COUNTRY     -  US
 QR0122  USGS QUAD   -  NORTHVILLE (2017)
 QR0122
 QR0122                         *CURRENT SURVEY CONTROL
 QR0122  ______________________________________________________________________
 QR0122* NAD 83(1986) POSITION- 45 09 27.     (N) 098 34 34.     (W)   SCALED
 QR0122* NAVD 88 ORTHO HEIGHT -   395.675 (meters)     1298.14  (feet) ADJUSTED
 QR0122  ______________________________________________________________________
 QR0122  GEOID HEIGHT    -        -24.285 (meters)                     GEOID18
 QR0122  DYNAMIC HEIGHT  -        395.638 (meters)     1298.02  (feet) COMP
 QR0122  MODELED GRAVITY -    980,510.8   (mgal)                       NAVD 88
 QR0122
 QR0122  VERT ORDER      -  SECOND    CLASS 0
 QR0122
 QR0122.The horizontal coordinates were scaled from a map and have
 QR0122.an estimated accuracy of +/- 6 seconds.
 QR0122
 QR0122.The orthometric height was determined by differential leveling and
 QR0122.adjusted by the NATIONAL GEODETIC SURVEY
 QR0122.in June 1991.
 QR0122
 QR0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0122.GEOID18 height accuracy estimate available here.
 QR0122
 QR0122.Click photographs - Photos may exist for this station.
 QR0122
 QR0122.The dynamic height is computed by dividing the NAVD 88
 QR0122.geopotential number by the normal gravity value computed on the
 QR0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0122.degrees latitude (g = 980.6199 gals.).
 QR0122
 QR0122.The modeled gravity was interpolated from observed gravity values.
 QR0122
 QR0122;                    North         East    Units  Estimated Accuracy
 QR0122;SPC SD N     -   148,130.      711,950.      MT  (+/- 180 meters Scaled)
 QR0122
 QR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR333005(NAD 83)
 QR0122
 QR0122                          SUPERSEDED SURVEY CONTROL
 QR0122
 QR0122  NGVD 29 (??/??/92)  395.388  (m)         1297.20   (f) ADJ UNCH    2 0
 QR0122
 QR0122.Superseded values are not recommended for survey control.
 QR0122
 QR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0122.See file dsdata.pdf to determine how the superseded data were derived.
 QR0122
 QR0122_MARKER: DB = BENCH MARK DISK
 QR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0122_STAMPING: Y 86 1934
 QR0122_MARK LOGO: CGS
 QR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0122+STABILITY: SURFACE MOTION
 QR0122
 QR0122  HISTORY     - Date     Condition        Report By
 QR0122  HISTORY     - 1934     MONUMENTED       CGS
 QR0122  HISTORY     - 19970422 MARK NOT FOUND   NGS
 QR0122
 QR0122                          STATION DESCRIPTION
 QR0122
 QR0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0122'AT NORTHVILLE.
 QR0122'AT NORTHVILLE ALONG THE M AND ST L RAILROAD, 18 POLES WEST OF
 QR0122'MILEPOLE 314 AT CROSSING OF C AND N W AND M AND ST L RAILROADS.
 QR0122'18 FEET SOUTH OF CENTERLINE OF M AND ST L MAIN LINE TRACK, 24
 QR0122'FEET EAST OF THE CENTERLINE OF THE C AND N W MAIN LINE TRACK
 QR0122'AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 QR0122
 QR0122                          STATION RECOVERY (1997)
 QR0122
 QR0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0122'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0119 ***********************************************************************
 QR0119  DESIGNATION -  Y 87
 QR0119  PID         -  QR0119
 QR0119  STATE/COUNTY-  SD/EDMUNDS
 QR0119  COUNTRY     -  US
 QR0119  USGS QUAD   -  MINA NW (2017)
 QR0119
 QR0119                         *CURRENT SURVEY CONTROL
 QR0119  ______________________________________________________________________
 QR0119* NAD 83(1986) POSITION- 45 29 28.     (N) 098 55 32.     (W)   SCALED
 QR0119* NAVD 88 ORTHO HEIGHT -   453.381 (meters)     1487.47  (feet) ADJUSTED
 QR0119  ______________________________________________________________________
 QR0119  GEOID HEIGHT    -        -23.707 (meters)                     GEOID18
 QR0119  DYNAMIC HEIGHT  -        453.348 (meters)     1487.36  (feet) COMP
 QR0119  MODELED GRAVITY -    980,529.7   (mgal)                       NAVD 88
 QR0119
 QR0119  VERT ORDER      -  SECOND    CLASS 0
 QR0119
 QR0119.The horizontal coordinates were scaled from a map and have
 QR0119.an estimated accuracy of +/- 6 seconds.
 QR0119
 QR0119.The orthometric height was determined by differential leveling and
 QR0119.adjusted by the NATIONAL GEODETIC SURVEY
 QR0119.in June 1991.
 QR0119
 QR0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0119.GEOID18 height accuracy estimate available here.
 QR0119
 QR0119.Click photographs - Photos may exist for this station.
 QR0119
 QR0119.The dynamic height is computed by dividing the NAVD 88
 QR0119.geopotential number by the normal gravity value computed on the
 QR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0119.degrees latitude (g = 980.6199 gals.).
 QR0119
 QR0119.The modeled gravity was interpolated from observed gravity values.
 QR0119
 QR0119;                    North         East    Units  Estimated Accuracy
 QR0119;SPC SD N     -   184,780.      683,990.      MT  (+/- 180 meters Scaled)
 QR0119
 QR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR058375(NAD 83)
 QR0119
 QR0119                          SUPERSEDED SURVEY CONTROL
 QR0119
 QR0119  NGVD 29 (??/??/92)  453.057  (m)         1486.40   (f) ADJ UNCH    2 0
 QR0119
 QR0119.Superseded values are not recommended for survey control.
 QR0119
 QR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0119.See file dsdata.pdf to determine how the superseded data were derived.
 QR0119
 QR0119_MARKER: DB = BENCH MARK DISK
 QR0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0119_STAMPING: Y 87 1934
 QR0119_MARK LOGO: CGS
 QR0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0119+STABILITY: SURFACE MOTION
 QR0119
 QR0119  HISTORY     - Date     Condition        Report By
 QR0119  HISTORY     - 1934     MONUMENTED       CGS
 QR0119
 QR0119                          STATION DESCRIPTION
 QR0119
 QR0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0119'3.1 MI N FROM CRAVENS.
 QR0119'3.1 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE CHICAGO, MILWAUKEE,
 QR0119'ST. PAUL AND PACIFIC RAILROAD STATION AT CRAVEN, EDMUNDS COUNTY,
 QR0119'3 MILES NORTH OF THE JUNCTION WITH U.S. HIGHWAY 12, AT A SECTION
 QR0119'CORNER, 30 FEET SOUTH AND 40 FEET WEST OF THE INTERSECTION OF A
 QR0119'ROAD, 15 FEET SOUTHWEST OF A CONCRETE PIPE CULVERT, 1 FOOT NORTH
 QR0119'AND 8 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT LEVEL
 QR0119'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED Y 87 1934 AND SET
 QR0119'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0193 ***********************************************************************
 QR0193  DESIGNATION -  Y 88
 QR0193  PID         -  QR0193
 QR0193  STATE/COUNTY-  SD/MCPHERSON
 QR0193  COUNTRY     -  US
 QR0193  USGS QUAD   -  PLAINVIEW COLONY NW (2017)
 QR0193
 QR0193                         *CURRENT SURVEY CONTROL
 QR0193  ______________________________________________________________________
 QR0193* NAD 83(1986) POSITION- 45 43 23.     (N) 099 11 52.     (W)   SCALED
 QR0193* NAVD 88 ORTHO HEIGHT -   573.904 (meters)     1882.88  (feet) ADJUSTED
 QR0193  ______________________________________________________________________
 QR0193  GEOID HEIGHT    -        -23.274 (meters)                     GEOID18
 QR0193  DYNAMIC HEIGHT  -        573.854 (meters)     1882.72  (feet) COMP
 QR0193  MODELED GRAVITY -    980,509.7   (mgal)                       NAVD 88
 QR0193
 QR0193  VERT ORDER      -  SECOND    CLASS 0
 QR0193
 QR0193.The horizontal coordinates were scaled from a map and have
 QR0193.an estimated accuracy of +/- 6 seconds.
 QR0193
 QR0193.The orthometric height was determined by differential leveling and
 QR0193.adjusted by the NATIONAL GEODETIC SURVEY
 QR0193.in June 1991.
 QR0193
 QR0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0193.GEOID18 height accuracy estimate available here.
 QR0193
 QR0193.Click photographs - Photos may exist for this station.
 QR0193
 QR0193.The dynamic height is computed by dividing the NAVD 88
 QR0193.geopotential number by the normal gravity value computed on the
 QR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0193.degrees latitude (g = 980.6199 gals.).
 QR0193
 QR0193.The modeled gravity was interpolated from observed gravity values.
 QR0193
 QR0193;                    North         East    Units  Estimated Accuracy
 QR0193;SPC SD N     -   210,310.      662,450.      MT  (+/- 180 meters Scaled)
 QR0193
 QR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR846632(NAD 83)
 QR0193
 QR0193                          SUPERSEDED SURVEY CONTROL
 QR0193
 QR0193  NGVD 29 (??/??/92)  573.516  (m)         1881.61   (f) ADJ UNCH    2 0
 QR0193
 QR0193.Superseded values are not recommended for survey control.
 QR0193
 QR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0193.See file dsdata.pdf to determine how the superseded data were derived.
 QR0193
 QR0193_MARKER: DB = BENCH MARK DISK
 QR0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0193_SP_SET: CULVERT HEADWALL
 QR0193_STAMPING: Y 88 1934
 QR0193_MARK LOGO: CGS
 QR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0193+STABILITY: SURFACE MOTION
 QR0193
 QR0193  HISTORY     - Date     Condition        Report By
 QR0193  HISTORY     - 1934     MONUMENTED       CGS
 QR0193  HISTORY     - 1940     GOOD             CGS
 QR0193
 QR0193                          STATION DESCRIPTION
 QR0193
 QR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0193'13.2 MI W FROM LEOLA.
 QR0193'13.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL AT
 QR0193'LEOLA, MC PHERSON COUNTY, ABOUT 0.1 MILE EAST OF THE ROAD LEADING
 QR0193'TO LONG LAKE, AT THE WESTERLY ONE OF TWO HIGH HEAD WALL CULVERTS
 QR0193'ABOUT 0.1 MILE APART, IN THE TOP OF THE EAST END OF THE NORTH
 QR0193'HEAD WALL, 12.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QR0193'4.5 FEET WEST OF A WHITE REFERENCE POST, AND ABOUT 3.3 FEET
 QR0193'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 88 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0155 ***********************************************************************
 QR0155  DESIGNATION -  Y 89
 QR0155  PID         -  QR0155
 QR0155  STATE/COUNTY-  SD/BROWN
 QR0155  COUNTRY     -  US
 QR0155  USGS QUAD   -  RICHMOND NW (2017)
 QR0155
 QR0155                         *CURRENT SURVEY CONTROL
 QR0155  ______________________________________________________________________
 QR0155* NAD 83(1986) POSITION- 45 44 09.     (N) 098 37 44.     (W)   SCALED
 QR0155* NAVD 88 ORTHO HEIGHT -   430.594 (meters)     1412.71  (feet) ADJUSTED
 QR0155  ______________________________________________________________________
 QR0155  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 QR0155  DYNAMIC HEIGHT  -        430.573 (meters)     1412.64  (feet) COMP
 QR0155  MODELED GRAVITY -    980,554.6   (mgal)                       NAVD 88
 QR0155
 QR0155  VERT ORDER      -  SECOND    CLASS 0
 QR0155
 QR0155.The horizontal coordinates were scaled from a map and have
 QR0155.an estimated accuracy of +/- 6 seconds.
 QR0155
 QR0155.The orthometric height was determined by differential leveling and
 QR0155.adjusted by the NATIONAL GEODETIC SURVEY
 QR0155.in June 1991.
 QR0155
 QR0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0155.GEOID18 height accuracy estimate available here.
 QR0155
 QR0155.Click photographs - Photos may exist for this station.
 QR0155
 QR0155.The dynamic height is computed by dividing the NAVD 88
 QR0155.geopotential number by the normal gravity value computed on the
 QR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0155.degrees latitude (g = 980.6199 gals.).
 QR0155
 QR0155.The modeled gravity was interpolated from observed gravity values.
 QR0155
 QR0155;                    North         East    Units  Estimated Accuracy
 QR0155;SPC SD N     -   212,320.      706,710.      MT  (+/- 180 meters Scaled)
 QR0155
 QR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR288647(NAD 83)
 QR0155
 QR0155                          SUPERSEDED SURVEY CONTROL
 QR0155
 QR0155  NGVD 29 (??/??/92)  430.273  (m)         1411.65   (f) ADJ UNCH    2 0
 QR0155
 QR0155.Superseded values are not recommended for survey control.
 QR0155
 QR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0155.See file dsdata.pdf to determine how the superseded data were derived.
 QR0155
 QR0155_MARKER: DB = BENCH MARK DISK
 QR0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0155_SP_SET: BRIDGE
 QR0155_STAMPING: Y 89 1934
 QR0155_MARK LOGO: CGS
 QR0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0155
 QR0155  HISTORY     - Date     Condition        Report By
 QR0155  HISTORY     - 1934     MONUMENTED       CGS
 QR0155
 QR0155                          STATION DESCRIPTION
 QR0155
 QR0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0155'6.8 MI W FROM BARNARD.
 QR0155'6.8 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0155'AT BARNARD, BROWN COUNTY, AT THE BOTTOM OF A HILL AND A LONG
 QR0155'GUARDRAIL FENCE, AT A 32-FOOT CONCRETE DECK BRIDGE WITH A STEEL
 QR0155'HANDRAIL, IN THE TOP OF THE EAST END OF THE NORTH WING OF THE
 QR0155'WEST ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 QR0155'A STANDARD DISK, STAMPED Y 89 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0446 ***********************************************************************
 OS0446  DESIGNATION -  Y 9
 OS0446  PID         -  OS0446
 OS0446  STATE/COUNTY-  SD/JACKSON
 OS0446  COUNTRY     -  US
 OS0446  USGS QUAD   -  KADOKA (2017)
 OS0446
 OS0446                         *CURRENT SURVEY CONTROL
 OS0446  ______________________________________________________________________
 OS0446* NAD 83(1986) POSITION- 43 50 05.     (N) 101 30 36.     (W)   SCALED
 OS0446* NAVD 88 ORTHO HEIGHT -   749.554 (meters)     2459.16  (feet) ADJUSTED
 OS0446  ______________________________________________________________________
 OS0446  GEOID HEIGHT    -        -21.619 (meters)                     GEOID18
 OS0446  DYNAMIC HEIGHT  -        749.310 (meters)     2458.36  (feet) COMP
 OS0446  MODELED GRAVITY -    980,269.2   (mgal)                       NAVD 88
 OS0446
 OS0446  VERT ORDER      -  FIRST     CLASS II
 OS0446
 OS0446.The horizontal coordinates were scaled from a map and have
 OS0446.an estimated accuracy of +/- 6 seconds.
 OS0446
 OS0446.The orthometric height was determined by differential leveling and
 OS0446.adjusted by the NATIONAL GEODETIC SURVEY
 OS0446.in June 1991.
 OS0446
 OS0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0446.GEOID18 height accuracy estimate available here.
 OS0446
 OS0446.Click photographs - Photos may exist for this station.
 OS0446
 OS0446.The dynamic height is computed by dividing the NAVD 88
 OS0446.geopotential number by the normal gravity value computed on the
 OS0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0446.degrees latitude (g = 980.6199 gals.).
 OS0446
 OS0446.The modeled gravity was interpolated from observed gravity values.
 OS0446
 OS0446;                    North         East    Units  Estimated Accuracy
 OS0446;SPC SD S     -   167,460.      505,370.      MT  (+/- 180 meters Scaled)
 OS0446
 OS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP982565(NAD 83)
 OS0446
 OS0446                          SUPERSEDED SURVEY CONTROL
 OS0446
 OS0446  NGVD 29 (??/??/92)  749.092  (m)         2457.65   (f) ADJ UNCH    1 2
 OS0446
 OS0446.Superseded values are not recommended for survey control.
 OS0446
 OS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0446.See file dsdata.pdf to determine how the superseded data were derived.
 OS0446
 OS0446_MARKER: DB = BENCH MARK DISK
 OS0446_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OS0446_SP_SET: FOOTING
 OS0446_STAMPING: Y 9 1925 2457.521
 OS0446_MARK LOGO: CGS
 OS0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0446+STABILITY: SURFACE MOTION
 OS0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OS0446+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1999
 OS0446
 OS0446  HISTORY     - Date     Condition        Report By
 OS0446  HISTORY     - 1925     MONUMENTED       CGS
 OS0446  HISTORY     - 1962     GOOD             CGS
 OS0446  HISTORY     - 1985     GOOD             NGS
 OS0446  HISTORY     - 19910713 GOOD             NGS
 OS0446  HISTORY     - 19990612 GOOD             NGS
 OS0446
 OS0446                          STATION DESCRIPTION
 OS0446
 OS0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0446'0.2 MI S FROM KADOKA.
 OS0446'ABOUT 0.2 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0446'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, 124 FEET EAST
 OS0446'OF THE CENTERLINE OF MAIN STREET, 42 FEET EAST OF THE NORTHEAST
 OS0446'CORNER OF THE BELL TELEPHONE OFFICE, AND SET IN THE TOP OF THE
 OS0446'SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF
 OS0446'THE CITY WATER TOWER.
 OS0446
 OS0446                          STATION RECOVERY (1985)
 OS0446
 OS0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0446'RECOVERED IN GOOD CONDITION.
 OS0446
 OS0446                          STATION RECOVERY (1991)
 OS0446
 OS0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OS0446'IN KADOKA, AT THE INTERSECTION OF MAIN AND POPLAR STREETS, NEAR THE
 OS0446'SOUTH CORNER OF THE CONCRETE FOOTING FOR THE SOUTHWEST LEG OF THE
 OS0446'CITY WATER TOWER, 43.8 M (143.7 FT) EAST OF AND LEVEL WITH THE CENTER
 OS0446'OF MAIN STREET, 34.3 M (112.5 FT) NORTH OF THE CENTER OF POPLAR
 OS0446'STREET, AND 17.7 M (58.1 FT) SOUTH OF THE SOUTHEAST CORNER OF A FIRE
 OS0446'STATION.
 OS0446
 OS0446                          STATION RECOVERY (1999)
 OS0446
 OS0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 OS0446'STATION IS AT THE OLDER WATER TOWER, LOCATED DOWNTOWN KADOKA.  PART OF
 OS0446'FOUNDATION HAS ERODED OUT, BUT DISK IS SOLID.  THIS IS GRAVITY BASE
 OS0446'STATION 'KADOKA.'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0324 ***********************************************************************
 QQ0324  DESIGNATION -  Y 90
 QQ0324  PID         -  QQ0324
 QQ0324  STATE/COUNTY-  SD/MARSHALL
 QQ0324  COUNTRY     -  US
 QQ0324  USGS QUAD   -  NEWARK SW (2017)
 QQ0324
 QQ0324                         *CURRENT SURVEY CONTROL
 QQ0324  ______________________________________________________________________
 QQ0324* NAD 83(1986) POSITION- 45 47 29.     (N) 097 54 59.     (W)   SCALED
 QQ0324* NAVD 88 ORTHO HEIGHT -   397.866 (meters)     1305.33  (feet) ADJUSTED
 QQ0324  ______________________________________________________________________
 QQ0324  GEOID HEIGHT    -        -25.283 (meters)                     GEOID18
 QQ0324  DYNAMIC HEIGHT  -        397.848 (meters)     1305.27  (feet) COMP
 QQ0324  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 QQ0324
 QQ0324  VERT ORDER      -  SECOND    CLASS 0
 QQ0324
 QQ0324.The horizontal coordinates were scaled from a map and have
 QQ0324.an estimated accuracy of +/- 6 seconds.
 QQ0324
 QQ0324.The orthometric height was determined by differential leveling and
 QQ0324.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0324.in June 1991.
 QQ0324
 QQ0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0324.GEOID18 height accuracy estimate available here.
 QQ0324
 QQ0324.Click photographs - Photos may exist for this station.
 QQ0324
 QQ0324.The dynamic height is computed by dividing the NAVD 88
 QQ0324.geopotential number by the normal gravity value computed on the
 QQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0324.degrees latitude (g = 980.6199 gals.).
 QQ0324
 QQ0324.The modeled gravity was interpolated from observed gravity values.
 QQ0324
 QQ0324;                    North         East    Units  Estimated Accuracy
 QQ0324;SPC SD N     -   219,680.      762,000.      MT  (+/- 180 meters Scaled)
 QQ0324
 QQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR842714(NAD 83)
 QQ0324
 QQ0324                          SUPERSEDED SURVEY CONTROL
 QQ0324
 QQ0324  NGVD 29 (??/??/92)  397.574  (m)         1304.37   (f) ADJ UNCH    2 0
 QQ0324
 QQ0324.Superseded values are not recommended for survey control.
 QQ0324
 QQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0324.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0324
 QQ0324_MARKER: DB = BENCH MARK DISK
 QQ0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QQ0324_SP_SET: CULVERT HEADWALL
 QQ0324_STAMPING: Y 90 1934
 QQ0324_MARK LOGO: CGS
 QQ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0324+STABILITY: SURFACE MOTION
 QQ0324
 QQ0324  HISTORY     - Date     Condition        Report By
 QQ0324  HISTORY     - 1934     MONUMENTED       CGS
 QQ0324  HISTORY     - 1953     MARK NOT FOUND   USGS
 QQ0324
 QQ0324                          STATION DESCRIPTION
 QQ0324
 QQ0324'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QQ0324'8.2 MI W FROM BRITTON.
 QQ0324'8.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HOSPITAL AT
 QQ0324'BRITTON, MARSHALL COUNTY, AT THE JUNCTION OF A ROAD LEADING
 QQ0324'SOUTH TO AMHERST, AT AN 18-INCH CONCRETE-PIPE CULVERT UNDER A
 QQ0324'ROAD LEADING NORTH, IN THE CENTER OF THE TOP OF THE WEST HEAD
 QQ0324'WALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 QQ0324'Y 90 1934.  NOTE-- NO CULVERT IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0259 ***********************************************************************
 QQ0259  DESIGNATION -  Y 91
 QQ0259  PID         -  QQ0259
 QQ0259  STATE/COUNTY-  SD/DAY
 QQ0259  COUNTRY     -  US
 QQ0259  USGS QUAD   -  PIERPONT (2017)
 QQ0259
 QQ0259                         *CURRENT SURVEY CONTROL
 QQ0259  ______________________________________________________________________
 QQ0259* NAD 83(1986) POSITION- 45 25 57.     (N) 097 52 05.     (W)   SCALED
 QQ0259* NAVD 88 ORTHO HEIGHT -   455.253 (meters)     1493.61  (feet) ADJUSTED
 QQ0259  ______________________________________________________________________
 QQ0259  GEOID HEIGHT    -        -24.888 (meters)                     GEOID18
 QQ0259  DYNAMIC HEIGHT  -        455.214 (meters)     1493.48  (feet) COMP
 QQ0259  MODELED GRAVITY -    980,516.4   (mgal)                       NAVD 88
 QQ0259
 QQ0259  VERT ORDER      -  SECOND    CLASS 0
 QQ0259
 QQ0259.The horizontal coordinates were scaled from a map and have
 QQ0259.an estimated accuracy of +/- 6 seconds.
 QQ0259
 QQ0259.The orthometric height was determined by differential leveling and
 QQ0259.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0259.in June 1991.
 QQ0259
 QQ0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0259.GEOID18 height accuracy estimate available here.
 QQ0259
 QQ0259.Click photographs - Photos may exist for this station.
 QQ0259
 QQ0259.The dynamic height is computed by dividing the NAVD 88
 QQ0259.geopotential number by the normal gravity value computed on the
 QQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0259.degrees latitude (g = 980.6199 gals.).
 QQ0259
 QQ0259.The modeled gravity was interpolated from observed gravity values.
 QQ0259
 QQ0259;                    North         East    Units  Estimated Accuracy
 QQ0259;SPC SD N     -   179,900.      766,800.      MT  (+/- 180 meters Scaled)
 QQ0259
 QQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR885316(NAD 83)
 QQ0259
 QQ0259                          SUPERSEDED SURVEY CONTROL
 QQ0259
 QQ0259  NGVD 29 (??/??/92)  454.965  (m)         1492.66   (f) ADJ UNCH    2 0
 QQ0259
 QQ0259.Superseded values are not recommended for survey control.
 QQ0259
 QQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0259.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0259
 QQ0259_MARKER: DB = BENCH MARK DISK
 QQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0259_STAMPING: Y 91 1934
 QQ0259_MARK LOGO: CGS
 QQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0259+STABILITY: SURFACE MOTION
 QQ0259
 QQ0259  HISTORY     - Date     Condition        Report By
 QQ0259  HISTORY     - 1934     MONUMENTED       CGS
 QQ0259
 QQ0259                          STATION DESCRIPTION
 QQ0259
 QQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0259'2.5 MI NE FROM ANDOVER.
 QQ0259'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0259'AND PACIFIC RAILROAD FROM THE DRUG STORE AT ANDOVER, DAY COUNTY,
 QQ0259'ABOUT 1 POLE NORTH OF MILEPOST 2, 48 FEET EAST OF THE CENTER
 QQ0259'LINE OF THE TRACK, 8 FEET EAST OF A POLE, 2 FEET WEST OF THE
 QQ0259'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 QQ0259'A STANDARD DISK, STAMPED Y 91 1934 AND SET IN THE TOP OF A
 QQ0259'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0351 ***********************************************************************
 PR0351  DESIGNATION -  Y 93 RESET
 PR0351  PID         -  PR0351
 PR0351  STATE/COUNTY-  SD/DEUEL
 PR0351  COUNTRY     -  US
 PR0351  USGS QUAD   -  ESTELLINE SE (2017)
 PR0351
 PR0351                         *CURRENT SURVEY CONTROL
 PR0351  ______________________________________________________________________
 PR0351* NAD 83(1986) POSITION- 44 34 22.     (N) 096 47 08.     (W)   SCALED
 PR0351* NAVD 88 ORTHO HEIGHT -   542.08  (meters)     1778.5   (feet) RESET
 PR0351  ______________________________________________________________________
 PR0351  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 PR0351  VERT ORDER      -  THIRD
 PR0351
 PR0351.The horizontal coordinates were scaled from a map and have
 PR0351.an estimated accuracy of +/- 6 seconds.
 PR0351
 PR0351.The orthometric height was computed from unverified reset data.
 PR0351
 PR0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0351.GEOID18 height accuracy estimate available here.
 PR0351
 PR0351.Click photographs - Photos may exist for this station.
 PR0351
 PR0351;                    North         East    Units  Estimated Accuracy
 PR0351;SPC SD N     -    87,240.      855,250.      MT  (+/- 180 meters Scaled)
 PR0351
 PR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ758378(NAD 83)
 PR0351
 PR0351                          SUPERSEDED SURVEY CONTROL
 PR0351
 PR0351.No superseded survey control is available for this station.
 PR0351
 PR0351_MARKER: DB = BENCH MARK DISK
 PR0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0351_STAMPING: Y 93 RESET 1948
 PR0351_MARK LOGO: CGS
 PR0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0351+STABILITY: SURFACE MOTION
 PR0351
 PR0351  HISTORY     - Date     Condition        Report By
 PR0351  HISTORY     - 1948     MONUMENTED       SDHD
 PR0351  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0351  HISTORY     - 19900703 MARK NOT FOUND   NGS
 PR0351
 PR0351                          STATION DESCRIPTION
 PR0351
 PR0351'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 PR0351'5.8 MI E FROM ESTELLINE.
 PR0351'IN DEUEL COUNTY, 5.8 MILES EAST ALONG STATE HIGHWAY 28 FROM THE
 PR0351'CHICAGO AND NORTH WESTERN RAILWAY STATION AT ESTELLINE, HAMLIN
 PR0351'COUNTY, 558 FEET WEST OF A SECTION LINE, 156 FEET EAST OF A
 PR0351'36-INCH CONCRETE-PIPE CULVERT, AND 99 FEET NORTH OF THE CENTER
 PR0351'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y93 RESET 1948
 PR0351'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 PR0351'GROUND.
 PR0351
 PR0351                          STATION RECOVERY (1968)
 PR0351
 PR0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0351'MARK NOT FOUND.
 PR0351
 PR0351                          STATION RECOVERY (1990)
 PR0351
 PR0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PR0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0503 ***********************************************************************
 PR0503  DESIGNATION -  Y 94
 PR0503  PID         -  PR0503
 PR0503  STATE/COUNTY-  SD/KINGSBURY
 PR0503  COUNTRY     -  US
 PR0503  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0503
 PR0503                         *CURRENT SURVEY CONTROL
 PR0503  ______________________________________________________________________
 PR0503* NAD 83(1986) POSITION- 44 22 00.     (N) 097 20 12.     (W)   SCALED
 PR0503* NAVD 88 ORTHO HEIGHT -   521.677 (meters)     1711.54  (feet) ADJUSTED
 PR0503  ______________________________________________________________________
 PR0503  GEOID HEIGHT    -        -25.153 (meters)                     GEOID18
 PR0503  DYNAMIC HEIGHT  -        521.576 (meters)     1711.20  (feet) COMP
 PR0503  MODELED GRAVITY -    980,408.9   (mgal)                       NAVD 88
 PR0503
 PR0503  VERT ORDER      -  SECOND    CLASS 0
 PR0503
 PR0503.The horizontal coordinates were scaled from a map and have
 PR0503.an estimated accuracy of +/- 6 seconds.
 PR0503
 PR0503.The orthometric height was determined by differential leveling and
 PR0503.adjusted by the NATIONAL GEODETIC SURVEY
 PR0503.in June 1991.
 PR0503
 PR0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0503.GEOID18 height accuracy estimate available here.
 PR0503
 PR0503.Click photographs - Photos may exist for this station.
 PR0503
 PR0503.The dynamic height is computed by dividing the NAVD 88
 PR0503.geopotential number by the normal gravity value computed on the
 PR0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0503.degrees latitude (g = 980.6199 gals.).
 PR0503
 PR0503.The modeled gravity was interpolated from observed gravity values.
 PR0503
 PR0503;                    North         East    Units  Estimated Accuracy
 PR0503;SPC SD N     -    62,760.      812,260.      MT  (+/- 180 meters Scaled)
 PR0503
 PR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ325139(NAD 83)
 PR0503
 PR0503                          SUPERSEDED SURVEY CONTROL
 PR0503
 PR0503  NGVD 29 (??/??/92)  521.389  (m)         1710.59   (f) ADJ UNCH    2 0
 PR0503
 PR0503.Superseded values are not recommended for survey control.
 PR0503
 PR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0503.See file dsdata.pdf to determine how the superseded data were derived.
 PR0503
 PR0503_MARKER: DB = BENCH MARK DISK
 PR0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0503_STAMPING: Y 94 1934
 PR0503_MARK LOGO: CGS
 PR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0503+STABILITY: SURFACE MOTION
 PR0503
 PR0503  HISTORY     - Date     Condition        Report By
 PR0503  HISTORY     - 1934     MONUMENTED       CGS
 PR0503  HISTORY     - 1966     GOOD             USGS
 PR0503  HISTORY     - 19940922 MARK NOT FOUND   NGS
 PR0503
 PR0503                          STATION DESCRIPTION
 PR0503
 PR0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0503'2.1 MI E FROM LAKE PRESTON.
 PR0503'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0503'THE STATION AT LAKE PRESTON, KINGSBURY COUNTY, 3 FEET NORTH
 PR0503'OF MILEPOST 319, 33 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0503'13 FEET SOUTH OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE RAIL.
 PR0503'A STANDARD DISK, STAMPED Y 94 1934 AND SET IN THE TOP OF A
 PR0503'CONCRETE POST.  NOTE-- 1966-REPORT MILE POST IS NOW ON SOUTH
 PR0503'SIDE OF RR.
 PR0503
 PR0503                          STATION RECOVERY (1966)
 PR0503
 PR0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PR0503'RECOVERED IN GOOD CONDITION.
 PR0503
 PR0503                          STATION RECOVERY (1994)
 PR0503
 PR0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0503'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0227 ***********************************************************************
 PR0227  DESIGNATION -  Y 95
 PR0227  PID         -  PR0227
 PR0227  STATE/COUNTY-  SD/BROOKINGS
 PR0227  COUNTRY     -  US
 PR0227  USGS QUAD   -  FLANDREAU NE (2017)
 PR0227
 PR0227                         *CURRENT SURVEY CONTROL
 PR0227  ______________________________________________________________________
 PR0227* NAD 83(1986) POSITION- 44 14 57.     (N) 096 31 51.     (W)   SCALED
 PR0227* NAVD 88 ORTHO HEIGHT -   525.664 (meters)     1724.62  (feet) ADJUSTED
 PR0227  ______________________________________________________________________
 PR0227  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 PR0227  DYNAMIC HEIGHT  -        525.556 (meters)     1724.26  (feet) COMP
 PR0227  MODELED GRAVITY -    980,396.3   (mgal)                       NAVD 88
 PR0227
 PR0227  VERT ORDER      -  SECOND    CLASS 0
 PR0227
 PR0227.The horizontal coordinates were scaled from a map and have
 PR0227.an estimated accuracy of +/- 6 seconds.
 PR0227
 PR0227.The orthometric height was determined by differential leveling and
 PR0227.adjusted by the NATIONAL GEODETIC SURVEY
 PR0227.in June 1991.
 PR0227
 PR0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0227.GEOID18 height accuracy estimate available here.
 PR0227
 PR0227.Click photographs - Photos may exist for this station.
 PR0227
 PR0227.The dynamic height is computed by dividing the NAVD 88
 PR0227.geopotential number by the normal gravity value computed on the
 PR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0227.degrees latitude (g = 980.6199 gals.).
 PR0227
 PR0227.The modeled gravity was interpolated from observed gravity values.
 PR0227
 PR0227;                    North         East    Units  Estimated Accuracy
 PR0227;SPC SD N     -    52,150.      877,010.      MT  (+/- 180 meters Scaled)
 PR0227
 PR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ971025(NAD 83)
 PR0227
 PR0227                          SUPERSEDED SURVEY CONTROL
 PR0227
 PR0227  NGVD 29 (??/??/92)  525.406  (m)         1723.77   (f) ADJ UNCH    2 0
 PR0227
 PR0227.Superseded values are not recommended for survey control.
 PR0227
 PR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0227.See file dsdata.pdf to determine how the superseded data were derived.
 PR0227
 PR0227_MARKER: DB = BENCH MARK DISK
 PR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0227_STAMPING: Y 95 1934
 PR0227_MARK LOGO: CGS
 PR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0227+STABILITY: SURFACE MOTION
 PR0227
 PR0227  HISTORY     - Date     Condition        Report By
 PR0227  HISTORY     - 1934     MONUMENTED       CGS
 PR0227
 PR0227                          STATION DESCRIPTION
 PR0227
 PR0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0227'2.5 MI W FROM ELKTON.
 PR0227'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0227'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT ELKTON,
 PR0227'BROOKINGS COUNTY, 6 FEET WEST OF MILEPOST 277, AT A PRIVATE-ROAD
 PR0227'CROSSING, 58 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 42
 PR0227'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-1/2
 PR0227'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 95 1934
 PR0227'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1875 ***********************************************************************
 NM1875  DESIGNATION -  YANK
 NM1875  PID         -  NM1875
 NM1875  STATE/COUNTY-  SD/YANKTON
 NM1875  COUNTRY     -  US
 NM1875  USGS QUAD   -  YANKTON (2017)
 NM1875
 NM1875                         *CURRENT SURVEY CONTROL
 NM1875  ______________________________________________________________________
 NM1875* NAD 83(2011) POSITION- 42 52 39.40284(N) 097 26 13.98023(W)   ADJUSTED
 NM1875* NAD 83(2011) ELLIP HT-   375.218 (meters)        (06/27/12)   ADJUSTED
 NM1875* NAD 83(2011) EPOCH   -  2010.00
 NM1875* NAVD 88 ORTHO HEIGHT -   400.802 (meters)     1314.96  (feet) ADJUSTED
 NM1875  ______________________________________________________________________
 NM1875  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 NM1875  NAD 83(2011) X  -   -605,970.763 (meters)                     COMP
 NM1875  NAD 83(2011) Y  - -4,642,106.284 (meters)                     COMP
 NM1875  NAD 83(2011) Z  -  4,317,803.483 (meters)                     COMP
 NM1875  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 NM1875  DYNAMIC HEIGHT  -        400.687 (meters)     1314.59  (feet) COMP
 NM1875  MODELED GRAVITY -    980,321.3   (mgal)                       NAVD 88
 NM1875
 NM1875  VERT ORDER      -  FIRST     CLASS II
 NM1875
 NM1875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1875  Standards:
 NM1875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1875  -------------------------------------------------------------------
 NM1875  NETWORK    1.58   4.57           0.72   0.55   2.33      0.01348989
 NM1875  -------------------------------------------------------------------
 NM1875  Click here for local accuracies and other accuracy information.
 NM1875
 NM1875.The horizontal coordinates were established by GPS observations
 NM1875.and adjusted by the National Geodetic Survey in June 2012.
 NM1875
 NM1875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1875.been affixed to the stable North American tectonic plate. See 
 NM1875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1875
 NM1875.The horizontal coordinates are valid at the epoch date displayed above
 NM1875.which is a decimal equivalence of Year/Month/Day.
 NM1875
 NM1875.The orthometric height was determined by differential leveling and
 NM1875.adjusted by the NATIONAL GEODETIC SURVEY
 NM1875.in June 1994.
 NM1875
 NM1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1875.GEOID18 height accuracy estimate available here.
 NM1875
 NM1875.Click photographs - Photos may exist for this station.
 NM1875
 NM1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1875
 NM1875.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1875
 NM1875.The ellipsoidal height was determined by GPS observations
 NM1875.and is referenced to NAD 83.
 NM1875
 NM1875.The dynamic height is computed by dividing the NAVD 88
 NM1875.geopotential number by the normal gravity value computed on the
 NM1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1875.degrees latitude (g = 980.6199 gals.).
 NM1875
 NM1875.The modeled gravity was interpolated from observed gravity values.
 NM1875
 NM1875. The following values were computed from the NAD 83(2011) position.
 NM1875
 NM1875;                    North         East     Units Scale Factor Converg.
 NM1875;SPC SD S     -    64,590.159   836,569.957   MT  0.99998981   +1 59 52.4
 NM1875;SPC SD S     -   211,909.55  2,744,646.60   sFT  0.99998981   +1 59 52.4
 NM1875;UTM  14      - 4,748,408.503   627,633.615   MT  0.99980041   +1 03 48.7
 NM1875
 NM1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1875!SPC SD S     -   0.99994116  x   0.99998981  =   0.99993097
 NM1875!UTM  14      -   0.99994116  x   0.99980041  =   0.99974158
 NM1875
 NM1875:                Primary Azimuth Mark                     Grid Az
 NM1875:SPC SD S     -  YANK AZ MK                               014 52 25.3
 NM1875:UTM  14      -  YANK AZ MK                               015 48 29.0
 NM1875
 NM1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2763348408(NAD 83)
 NM1875
 NM1875|---------------------------------------------------------------------|
 NM1875| PID    Reference Object                     Distance      Geod. Az  |
 NM1875|                                                           dddmmss.s |
 NM1875| CO4139 YANK AZ MK                                         0165217.7 |
 NM1875| NM1879 STATE HOSP TK NEAR YANKTON          APPROX. 4.7 KM 0314059.4 |
 NM1875| NM1876 STATE HOSP STK NEAR YANKTON         APPROX. 4.7 KM 0323528.4 |
 NM1875| NM1874 YANKTON COLL POWER PLANT STACK      APPROX. 3.8 KM 0912442.1 |
 NM1875| NM1872 YANKTON MUNICIPAL TANK              APPROX. 2.7 KM 0992056.8 |
 NM1875| NM1864 YANKTON SAC HEART HOSP STK          APPROX. 2.2 KM 1035244.7 |
 NM1875| NM1865 YANKTON SAC HEART HOSP TANK         APPROX. 2.3 KM 1045742.4 |
 NM1875| NM1867 YANKTON SAC HEART HOSP STEEPLE      APPROX. 2.3 KM 1060704.0 |
 NM1875| NM1866 YANKTON SAC HEART HOSP PWR STK      APPROX. 2.5 KM 1070348.8 |
 NM1875| CO4140 YANK RM 1                            11.445 METERS 16222     |
 NM1875| CO4141 YANK RM 2                            12.357 METERS 29334     |
 NM1875|---------------------------------------------------------------------|
 NM1875
 NM1875                          SUPERSEDED SURVEY CONTROL
 NM1875
 NM1875  NAD 83(2007)-  42 52 39.40283(N)    097 26 13.98106(W) AD(2002.00) 0
 NM1875  ELLIP H (02/10/07)  375.246  (m)                       GP(2002.00)    
 NM1875  ELLIP H (05/25/04)  375.232  (m)                       GP(       ) 4 2
 NM1875  NAD 83(1996)-  42 52 39.40294(N)    097 26 13.98060(W) AD(       ) 1
 NM1875  ELLIP H (01/23/98)  375.276  (m)                       GP(       ) 4 1
 NM1875  NAD 83(1995)-  42 52 39.40299(N)    097 26 13.98057(W) AD(       ) 1
 NM1875  NAD 83(1986)-  42 52 39.41306(N)    097 26 13.97115(W) AD(       ) 1
 NM1875  NAD 83(1986)-  42 52 39.41182(N)    097 26 13.97035(W) AD(       ) 3
 NM1875  NAD 27      -  42 52 39.42300(N)    097 26 12.75900(W) AD(       ) 3
 NM1875  NAVD 88             400.80   (m)         1315.0    (f) LEVELING    3  
 NM1875
 NM1875.Superseded values are not recommended for survey control.
 NM1875
 NM1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1875.See file dsdata.pdf to determine how the superseded data were derived.
 NM1875
 NM1875_MARKER: DS = TRIANGULATION STATION DISK
 NM1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1875_STAMPING: YANK 1948
 NM1875_MARK LOGO: CGS
 NM1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1875+STABILITY: SURFACE MOTION
 NM1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1875+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 NM1875
 NM1875  HISTORY     - Date     Condition        Report By
 NM1875  HISTORY     - 1948     MONUMENTED       CGS
 NM1875  HISTORY     - 1948     GOOD             CGS
 NM1875  HISTORY     - 19930602 GOOD             GEORES
 NM1875  HISTORY     - 19930919 GOOD             NGS
 NM1875  HISTORY     - 20120321 GOOD             INDIV
 NM1875
 NM1875                          STATION DESCRIPTION
 NM1875
 NM1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1875'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF YANKTON ON
 NM1875'EDGE OF BLUFF OVERLOOKING THE MISSOURI RIVER.  THE MARK
 NM1875'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED YANK 1948.
 NM1875'
 NM1875'REFERENCE MARK NO. 1 IS 37.55 FEET (SLOPE MEASUREMENT) SOUTH
 NM1875'OF STATION.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NM1875'IS STAMPED YANK NO 1 1948.
 NM1875'
 NM1875'REFERENCE MARK NO. 2 IS 40.54 FEET WEST NORTHWEST OF STATION.
 NM1875'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NM1875'YANK NO 2 1948.
 NM1875'
 NM1875'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NORTH NORTHWEST
 NM1875'OF STATION, 32 FEET SOUTH SOUTHEAST OF CENTERLINE OF STATE
 NM1875'HIGHWAY 50, 3.4 FEET EAST SOUTHEAST OF WITNESS POST AND
 NM1875'IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 NM1875'DISK IS STAMPED YANK 1948.
 NM1875'
 NM1875'TO REACH STATION FROM THE POST OFFICE IN YANKTON GO WEST
 NM1875'ON STATE HIGHWAY 50 FOR 2.6 MILES TO A CROSSROADS.  TURN
 NM1875'LEFT AND GO SOUTH 0.35 MILE TO A T ROAD INTERSECTION.  FROM
 NM1875'HERE PACK SOUTH ALONG FENCE FOR 0.2 MILE TO EDGE OF BLUFF
 NM1875'AND STATION AS DESCRIBED.
 NM1875'
 NM1875'TO REACH AZIMUTH MARK FROM POINT WHERE DESCRIPTION LEAVES
 NM1875'STATE HIGHWAY 50 GO EAST ON STATE HIGHWAY 50 FOR 0.1 MILE
 NM1875'TO AZIMUTH ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 NM1875'
 NM1875'A 4 FOOT SIGNAL AT STATION BEAVER CREEK (MORC) IS VISIBLE
 NM1875'FROM THE GROUND.
 NM1875'
 NM1875'A 4 FOOT SIGNAL AT STATION ATEN IS VISIBLE FROM THE GROUND.
 NM1875'
 NM1875'A 47 FOOT SIGNAL AT STATION OHLMAN (MO.R.C.) IS VISIBLE
 NM1875'FROM THE GROUND.
 NM1875'
 NM1875'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1875
 NM1875                          STATION RECOVERY (1948)
 NM1875
 NM1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM1875'RECOVERED IN GOOD CONDITION.
 NM1875
 NM1875                          STATION RECOVERY (1993)
 NM1875
 NM1875'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM1875'RECOVERED IN GOOD CONDITION.
 NM1875
 NM1875                          STATION RECOVERY (1993)
 NM1875
 NM1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1875'0.5 KM (0.30 MI) NORTHWESTERLY ALONG OLD HIGHWAY 50 FROM THE JUNCTION
 NM1875'OF CITY LIMIT ROAD IN YANKTON, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG
 NM1875'A GRAVELED ROAD, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A FENCE
 NM1875'LINE, AT THE SOUTH EDGE OF A HAY FIELD, AT THE EDGE OF A BLUFF
 NM1875'OVERLOOKING THE MISSOURI RIVER BASIN, 30.0 M (98.4 FT) WEST OF THE
 NM1875'FENCE, 3.0 M (9.8 FT) SOUTH OF THE SOUTH EDGE OF THE HAY FIELD, 0.1 M
 NM1875'(0.3 FT) SOUTHWEST OF A METAL POST, AND THE MONUMENT PROJECTS 0.05 M
 NM1875'(0.16 FT) ABOVE THE GROUND SURFACE.
 NM1875
 NM1875                          STATION RECOVERY (2012)
 NM1875
 NM1875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2096 ***********************************************************************
 NM2096  PACS        -  This is a Primary Airport Control Station.
 NM2096  DESIGNATION -  YANK A
 NM2096  PID         -  NM2096
 NM2096  STATE/COUNTY-  SD/YANKTON
 NM2096  COUNTRY     -  US
 NM2096  USGS QUAD   -  YANKTON (2017)
 NM2096
 NM2096                         *CURRENT SURVEY CONTROL
 NM2096  ______________________________________________________________________
 NM2096* NAD 83(2011) POSITION- 42 54 32.01045(N) 097 22 38.62525(W)   ADJUSTED
 NM2096* NAD 83(2011) ELLIP HT-   358.312 (meters)        (06/27/12)   ADJUSTED
 NM2096* NAD 83(2011) EPOCH   -  2010.00
 NM2096* NAVD 88 ORTHO HEIGHT -   383.940 (meters)     1259.64  (feet) ADJUSTED
 NM2096  ______________________________________________________________________
 NM2096  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 NM2096  NAD 83(2011) X  -   -600,818.446 (meters)                     COMP
 NM2096  NAD 83(2011) Y  - -4,640,378.451 (meters)                     COMP
 NM2096  NAD 83(2011) Z  -  4,320,337.917 (meters)                     COMP
 NM2096  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 NM2096  DYNAMIC HEIGHT  -        383.830 (meters)     1259.28  (feet) COMP
 NM2096  MODELED GRAVITY -    980,321.5   (mgal)                       NAVD 88
 NM2096
 NM2096  VERT ORDER      -  FIRST     CLASS II
 NM2096
 NM2096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2096  Standards:
 NM2096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2096  -------------------------------------------------------------------
 NM2096  NETWORK    0.89   2.76           0.41   0.30   1.41     -0.08630302
 NM2096  -------------------------------------------------------------------
 NM2096  Click here for local accuracies and other accuracy information.
 NM2096
 NM2096.This mark is at Chan Gurney Municipal Airport (YKN)
 NM2096
 NM2096.The horizontal coordinates were established by GPS observations
 NM2096.and adjusted by the National Geodetic Survey in June 2012.
 NM2096
 NM2096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2096.been affixed to the stable North American tectonic plate. See 
 NM2096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2096
 NM2096.The horizontal coordinates are valid at the epoch date displayed above
 NM2096.which is a decimal equivalence of Year/Month/Day.
 NM2096
 NM2096.The orthometric height was determined by differential leveling and
 NM2096.adjusted by the NATIONAL GEODETIC SURVEY
 NM2096.in June 1994.
 NM2096
 NM2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2096.GEOID18 height accuracy estimate available here.
 NM2096
 NM2096.Click photographs - Photos may exist for this station.
 NM2096
 NM2096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2096
 NM2096.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2096
 NM2096.The ellipsoidal height was determined by GPS observations
 NM2096.and is referenced to NAD 83.
 NM2096
 NM2096.The dynamic height is computed by dividing the NAVD 88
 NM2096.geopotential number by the normal gravity value computed on the
 NM2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2096.degrees latitude (g = 980.6199 gals.).
 NM2096
 NM2096.The modeled gravity was interpolated from observed gravity values.
 NM2096
 NM2096. The following values were computed from the NAD 83(2011) position.
 NM2096
 NM2096;                    North         East     Units Scale Factor Converg.
 NM2096;SPC SD S     -    68,234.964   841,330.748   MT  0.99998297   +2 02 21.0
 NM2096;SPC SD S     -   223,867.54  2,760,265.96   sFT  0.99998297   +2 02 21.0
 NM2096;UTM  14      - 4,751,974.556   632,452.348   MT  0.99981583   +1 06 17.6
 NM2096
 NM2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2096!SPC SD S     -   0.99994381  x   0.99998297  =   0.99992678
 NM2096!UTM  14      -   0.99994381  x   0.99981583  =   0.99975965
 NM2096
 NM2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3245251974(NAD 83)
 NM2096
 NM2096|---------------------------------------------------------------------|
 NM2096| PID    Reference Object                     Distance      Geod. Az  |
 NM2096|                                                           dddmmss.s |
 NM2096| NM1999 YKN C                               331.180 METERS 31328     |
 NM2096|---------------------------------------------------------------------|
 NM2096
 NM2096                          SUPERSEDED SURVEY CONTROL
 NM2096
 NM2096  NAD 83(2007)-  42 54 32.01044(N)    097 22 38.62608(W) AD(2002.00) 0
 NM2096  ELLIP H (02/10/07)  358.340  (m)                       GP(2002.00)    
 NM2096  ELLIP H (04/15/04)  358.327  (m)                       GP(       ) 2 1
 NM2096  NAD 83(1996)-  42 54 32.01029(N)    097 22 38.62579(W) AD(       ) B
 NM2096  ELLIP H (04/18/97)  358.368  (m)                       GP(       ) 4 1
 NM2096  NAD 83(1986)-  42 54 32.02013(N)    097 22 38.61598(W) AD(       ) 1
 NM2096  NAVD 88             383.94   (m)         1259.6    (f) LEVELING    3  
 NM2096
 NM2096.Superseded values are not recommended for survey control.
 NM2096
 NM2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2096.See file dsdata.pdf to determine how the superseded data were derived.
 NM2096
 NM2096_MARKER: I = METAL ROD
 NM2096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM2096_STAMPING: YKN A 1993
 NM2096_MARK LOGO: NGS
 NM2096_PROJECTION: FLUSH
 NM2096_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2096+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 NM2096_ROD/PIPE-DEPTH: 14.3 meters
 NM2096_SLEEVE-DEPTH  : 1.0 meters
 NM2096
 NM2096  HISTORY     - Date     Condition        Report By
 NM2096  HISTORY     - 1993     MONUMENTED       NGS
 NM2096  HISTORY     - 19930602 GOOD             GEORES
 NM2096  HISTORY     - 19930908 GOOD             NGS
 NM2096  HISTORY     - 19960612 GOOD             NGS
 NM2096  HISTORY     - 20000628 GOOD             NGS
 NM2096  HISTORY     - 20120323 GOOD             INDIV
 NM2096  HISTORY     - 20130613 GOOD             SDDENR
 NM2096
 NM2096                          STATION DESCRIPTION
 NM2096
 NM2096'DESCRIBED BY GEORESEARCH INCORPORATED 1993
 NM2096'SET BY NGS AND CITY OF YANKTON, MAY 1993.
 NM2096'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF S 31 ON THE PROPERTY
 NM2096'OF THE CHAN GURNEY (YANKTON MUNICIPAL) AIRPORT SOUTHEAST OF THE END
 NM2096'OF THE MAIN RUNWAY.  IT IS ACCESSIBLE BY A DISUSED SECTION LINE ROAD
 NM2096'ALONG THE EXTENDED CENTERLINE OF 31ST ST, WHICH TERMINATES
 NM2096'APPROXIMATELY AT THE STATION.  MONUMENT IS A STAINLESS STEEL ROD
 NM2096'DRIVEN INTO THE GROUND TO A DEPTH OF APPROXIMATELY 47 FT. AND SLEEVED
 NM2096'IN A 1 IN. PIPE TO A DEPTH OF 5 FT. WITHIN A 5 IN. PIPE SET TO A DEPTH
 NM2096'OF APPROXIMATELY 5 FT. IN CONCRETE AND CLOSED WITH AN ACCESS COVER
 NM2096'FLUSH WITH THE GROUND.
 NM2096'THIS DESCRIPTION SHOULD BE CONSIDERED PRELIMINARY AND THE EXACT
 NM2096'DESCRIPTION AND DEPTHS CONFIRMED WITH WES ODUM OR OTHER MEMBERS OF
 NM2096'THE SETTING PARTY.
 NM2096
 NM2096                          STATION RECOVERY (1993)
 NM2096
 NM2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM2096'IN YANKTON, AT THE CHAN GURNEY MUNICIPAL AIRPORT, 0.4 KM (0.25 MI)
 NM2096'SOUTHEAST OF THE SOUTHEAST END OF THE RUNWAY, 62.5 M (205.1 FT)
 NM2096'SOUTHWEST OF THE MOST WESTERLY OF THE 5TH SET OF RUNWAY APPROCH
 NM2096'LIGHTS, 42.7 M (140.1 FT) WEST OF THE MOST WESTERLY OF THE 6TH SET OF
 NM2096'RUNWAY APPROCH LIGHTS, 14.6 M (47.9 FT) SOUTHWEST OF THE SOUTHWEST
 NM2096'CORNER OF A WOODEN FOOT BRIDGE, 4.6 M (15.1 FT) WEST OF A WITNESS
 NM2096'POST, AND ON THE EXTENDED CENTER OF AN OLD PAVED ROAD.  NOTE--ACCESS
 NM2096'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD AND SLEEVE
 NM2096'DEPTH ARE UNKNOWN, AND ROD IS FLUSH WITH THE GROUND.
 NM2096
 NM2096                          STATION RECOVERY (1996)
 NM2096
 NM2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM2096'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF YANKTON, AT THE CHAN
 NM2096'GURNEY MUNICIPAL AIRPORT, 0.25 MI (0.40 KM) SOUTHEAST OF THE EAST END
 NM2096'OF RUNWAY 31.  OWNERSHIP--CITY OF YANKTON, 702 EAST 31ST STREET,
 NM2096'YANKTON SD 57078, CONTACT AIRPORT MANAGER M.D. GERBER, TELEPHONE
 NM2096'NUMBER (605) 665-3473.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 NM2096'HIGHWAY 81, STATE HIGHWAY 50, AND 31ST STREET IN YANKTON GO EAST ON
 NM2096'31ST STREET FOR 0.75 MI (1.21 KM) TO A ROAD ON THE LEFT, TURN LEFT AND
 NM2096'THEN RIGHT FOR 0.05 MI (0.08 KM) TO AN ELECTRIC GATE, PASS THROUGH THE
 NM2096'GATE AND GO EAST ACROSS AN APRON FOR 0.05 MI (0.08 KM) TO A PAVED THEN
 NM2096'GRAVELED ROAD LEADING EAST, CONTINUE EAST ALONG THE ROAD FOR 0.15 MI
 NM2096'(0.24 KM) TO THE STATION NEAR THE END OF THE ROAD.  THE STATION IS
 NM2096'LOCATED 72.7 M (238.5 FT) SOUTHWEST OF THE MOST WESTERLY OF 15 RUNWAY
 NM2096'APPROACH LIGHTS, 42.6 M (139.8 FT) WEST OF THE MOST WESTERLY OF 5
 NM2096'RUNWAY APPROACH LIGHTS, 14.8 M (48.6 FT) SOUTHWEST OF THE SOUTHWEST
 NM2096'CORNER OF A WOODEN FOOT BRIDGE, 4.6 M (15.1 FT) WEST OF A WITNESS
 NM2096'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM2096'THE ROD AND SLEEVE DEPTHS ARE UNKNOWN.  THE STATION WAS USED AS AN
 NM2096'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 NM2096
 NM2096                          STATION RECOVERY (2000)
 NM2096
 NM2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NM2096'RECOVERED AS DESCRIBED WITH NEW OWNERSHIP INFORMATION. OWNERSHIP--CITY
 NM2096'OF YANKTON, AIRPORT MANAGER JACOB HOFFNER, PO BOX 901, YANKTON, SD
 NM2096'57078.  THE PHONE NUMBER IS (605) 661-7525.
 NM2096
 NM2096                          STATION RECOVERY (2012)
 NM2096
 NM2096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2096'RECOVERED IN GOOD CONDITION.
 NM2096
 NM2096                          STATION RECOVERY (2013)
 NM2096
 NM2096'RECOVERY NOTE BY SOUTH DAKOTA DEPT OF ENV/NAT`L RES 2013 (DL)
 NM2096'AT CHAN GURNEY MUNICIPAL AIRPORT, THROUGH A SECURITY GATE TO THE SOUTH
 NM2096'END OF THE TARMAC, THEN EAST BEFORE THE HANGARS ALONG AN OVERGROWN
 NM2096'ASPHALT/DIRT ACCESS ROAD TO THE STATION AT THE END.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0985 ***********************************************************************
 NM0985  DESIGNATION -  YANKTON
 NM0985  PID         -  NM0985
 NM0985  STATE/COUNTY-  SD/YANKTON
 NM0985  COUNTRY     -  US
 NM0985  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM0985
 NM0985                         *CURRENT SURVEY CONTROL
 NM0985  ______________________________________________________________________
 NM0985* NAD 83(1986) POSITION- 42 52 15.27   (N) 097 23 38.10   (W)   HD_HELD1
 NM0985* NAVD 88 ORTHO HEIGHT -   367.551 (meters)     1205.87  (feet) ADJUSTED
 NM0985  ______________________________________________________________________
 NM0985  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM0985  DYNAMIC HEIGHT  -        367.447 (meters)     1205.53  (feet) COMP
 NM0985  MODELED GRAVITY -    980,326.4   (mgal)                       NAVD 88
 NM0985
 NM0985  VERT ORDER      -  FIRST     CLASS II
 NM0985
 NM0985.The horizontal coordinates were determined by differentially corrected
 NM0985.hand held GPS observations or other comparable positioning techniques
 NM0985.and have an estimated accuracy of +/- 3 meters.
 NM0985
 NM0985.The orthometric height was determined by differential leveling and
 NM0985.adjusted by the NATIONAL GEODETIC SURVEY
 NM0985.in June 1991.
 NM0985
 NM0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0985.GEOID18 height accuracy estimate available here.
 NM0985
 NM0985.Click photographs - Photos may exist for this station.
 NM0985
 NM0985.The dynamic height is computed by dividing the NAVD 88
 NM0985.geopotential number by the normal gravity value computed on the
 NM0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0985.degrees latitude (g = 980.6199 gals.).
 NM0985
 NM0985.The modeled gravity was interpolated from observed gravity values.
 NM0985
 NM0985;                    North         East    Units  Estimated Accuracy
 NM0985;SPC SD S     -    63,970.2     840,131.8     MT  (+/- 3 meters HH1 GPS) 
 NM0985
 NM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3118447730(NAD 83)
 NM0985
 NM0985                          SUPERSEDED SURVEY CONTROL
 NM0985
 NM0985  NGVD 29 (??/??/92)  367.351  (m)         1205.22   (f) ADJ UNCH    1 2
 NM0985
 NM0985.Superseded values are not recommended for survey control.
 NM0985
 NM0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0985.See file dsdata.pdf to determine how the superseded data were derived.
 NM0985
 NM0985_MARKER: DB = BENCH MARK DISK
 NM0985_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM0985_SP_SET: STEP
 NM0985_STAMPING: YANKTON 1934
 NM0985_MARK LOGO: CGS
 NM0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0985+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 NM0985
 NM0985  HISTORY     - Date     Condition        Report By
 NM0985  HISTORY     - 1934     MONUMENTED       CGS
 NM0985  HISTORY     - 1949     GOOD             CGS
 NM0985  HISTORY     - 1978     GOOD             SDDT
 NM0985  HISTORY     - 19930908 GOOD             NGS
 NM0985  HISTORY     - 20120321 GOOD             INDIV
 NM0985
 NM0985                          STATION DESCRIPTION
 NM0985
 NM0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0985'AT YANKTON.
 NM0985'AT YANKTON, AT THE EAST SIDE OF THE MAIN ENTRANCE TO THE POST
 NM0985'OFFICE AND SET IN THE TOP OF THE NORTH END OF THE BOTTOM STEP.
 NM0985'A STANDARD DISK SET HORIZONTALLY IN STEPS.
 NM0985
 NM0985                          STATION RECOVERY (1978)
 NM0985
 NM0985'RECOVERY NOTE BY SD DEPT OF TRANSP 1978
 NM0985'RECOVERED IN GOOD CONDITION.
 NM0985
 NM0985                          STATION RECOVERY (1993)
 NM0985
 NM0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0985'IN YANKTON, AT THE INTERSECTION OF STATE HIGHWAY 50 (4TH STREET) AND
 NM0985'WALNUT STREET, IN THE NORTH END OF THE BOTTOM CONCRETE STEP OF THE
 NM0985'EAST ENTRANCE TO THE POST OFFICE, 24.8 M (81.4 FT) SOUTH OF THE
 NM0985'HIGHWAY CENTERLINE, 15.8 M (51.8 FT) WEST OF THE STREET CENTERLINE,
 NM0985'2.7 M (8.9 FT) NORTH OF THE CENTER OF THE STEPS, 1.0 M (3.3 FT) WEST
 NM0985'OF THE EAST END OF THE STEP, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF
 NM0985'THE STREET.
 NM0985
 NM0985                          STATION RECOVERY (2012)
 NM0985
 NM0985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2141 ***********************************************************************
 NM2141  SACS        -  This is a Secondary Airport Control Station.
 NM2141  DESIGNATION -  YANKTON CBL 0
 NM2141  PID         -  NM2141
 NM2141  STATE/COUNTY-  SD/YANKTON
 NM2141  COUNTRY     -  US
 NM2141  USGS QUAD   -  YANKTON (2017)
 NM2141
 NM2141                         *CURRENT SURVEY CONTROL
 NM2141  ______________________________________________________________________
 NM2141* NAD 83(2011) POSITION- 42 55 25.98663(N) 097 23 45.80677(W)   ADJUSTED
 NM2141* NAD 83(2011) ELLIP HT-   372.271 (meters)        (06/27/12)   ADJUSTED
 NM2141* NAD 83(2011) EPOCH   -  2010.00
 NM2141* NAVD 88 ORTHO HEIGHT -   397.914 (meters)     1305.49  (feet) ADJUSTED
 NM2141  ______________________________________________________________________
 NM2141  GEOID HEIGHT    -        -25.637 (meters)                     GEOID18
 NM2141  NAD 83(2011) X  -   -602,185.117 (meters)                     COMP
 NM2141  NAD 83(2011) Y  - -4,639,067.846 (meters)                     COMP
 NM2141  NAD 83(2011) Z  -  4,321,567.314 (meters)                     COMP
 NM2141  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 NM2141  DYNAMIC HEIGHT  -        397.798 (meters)     1305.11  (feet) COMP
 NM2141  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 NM2141
 NM2141  VERT ORDER      -  FIRST     CLASS II
 NM2141
 NM2141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM2141  Standards:
 NM2141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM2141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM2141  -------------------------------------------------------------------
 NM2141  NETWORK    0.95   2.88           0.44   0.32   1.47     -0.08411980
 NM2141  -------------------------------------------------------------------
 NM2141  Click here for local accuracies and other accuracy information.
 NM2141
 NM2141.This mark is at Chan Gurney Municipal Airport (YKN)
 NM2141
 NM2141.The horizontal coordinates were established by GPS observations
 NM2141.and adjusted by the National Geodetic Survey in June 2012.
 NM2141
 NM2141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM2141.been affixed to the stable North American tectonic plate. See 
 NM2141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM2141
 NM2141.The horizontal coordinates are valid at the epoch date displayed above
 NM2141.which is a decimal equivalence of Year/Month/Day.
 NM2141
 NM2141.The orthometric height was determined by differential leveling and
 NM2141.adjusted by the NATIONAL GEODETIC SURVEY
 NM2141.in June 1994.
 NM2141
 NM2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2141.GEOID18 height accuracy estimate available here.
 NM2141
 NM2141.Click photographs - Photos may exist for this station.
 NM2141
 NM2141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM2141
 NM2141.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM2141
 NM2141.The ellipsoidal height was determined by GPS observations
 NM2141.and is referenced to NAD 83.
 NM2141
 NM2141.The dynamic height is computed by dividing the NAVD 88
 NM2141.geopotential number by the normal gravity value computed on the
 NM2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2141.degrees latitude (g = 980.6199 gals.).
 NM2141
 NM2141.The modeled gravity was interpolated from observed gravity values.
 NM2141
 NM2141. The following values were computed from the NAD 83(2011) position.
 NM2141
 NM2141;                    North         East     Units Scale Factor Converg.
 NM2141;SPC SD S     -    69,845.470   839,748.915   MT  0.99997979   +2 01 34.6
 NM2141;SPC SD S     -   229,151.35  2,755,076.23   sFT  0.99997979   +2 01 34.6
 NM2141;UTM  14      - 4,753,610.359   630,897.240   MT  0.99981079   +1 05 32.9
 NM2141
 NM2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2141!SPC SD S     -   0.99994162  x   0.99997979  =   0.99992141
 NM2141!UTM  14      -   0.99994162  x   0.99981079  =   0.99975242
 NM2141
 NM2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3089753610(NAD 83)
 NM2141
 NM2141                          SUPERSEDED SURVEY CONTROL
 NM2141
 NM2141  NAD 83(2007)-  42 55 25.98662(N)    097 23 45.80761(W) AD(2002.00) 0
 NM2141  ELLIP H (02/10/07)  372.300  (m)                       GP(2002.00)    
 NM2141  NAD 83(1995)-  42 55 25.98648(N)    097 23 45.80732(W) AD(       ) 1
 NM2141  ELLIP H (07/24/00)  372.328  (m)                       GP(       ) 4 2
 NM2141  NAVD 88             397.91   (m)         1305.5    (f) LEVELING    3  
 NM2141
 NM2141.Superseded values are not recommended for survey control.
 NM2141
 NM2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2141.See file dsdata.pdf to determine how the superseded data were derived.
 NM2141
 NM2141_MARKER: DQ = CALIBRATION BASE LINE DISK
 NM2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2141_STAMPING: 0
 NM2141_MARK LOGO: NGS
 NM2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2141+STABILITY: SURFACE MOTION
 NM2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2141+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 NM2141
 NM2141  HISTORY     - Date     Condition        Report By
 NM2141  HISTORY     - 1993     MONUMENTED       SD3070
 NM2141  HISTORY     - 19930919 GOOD             NGS
 NM2141  HISTORY     - 19960502 GOOD             NGS
 NM2141  HISTORY     - 20000628 GOOD             NGS
 NM2141  HISTORY     - 20120326 GOOD             INDIV
 NM2141
 NM2141                          STATION DESCRIPTION
 NM2141
 NM2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2141'IN YANKTON, AT THE CHAN GURNEY MUNICIPAL AIRPORT, 73.0 M (239.5 FT)
 NM2141'WEST OF TAXIWAY MARKER 13, 54.0 M (177.2 FT) NORTHWEST OF THE
 NM2141'NORTHWEST END OF A TAXIWAY, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 NM2141'ABOVE THE GROUND SURFACE.
 NM2141
 NM2141                          STATION RECOVERY (1996)
 NM2141
 NM2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM2141'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF YANKTON, AT THE CHAN
 NM2141'GURNEY MUNICIPAL AIRPORT, 0.25 MILES (0.40 KM) SOUTHEAST OF RUNWAY 31.
 NM2141'OWNERSHIP--CITY OF YANKTON, 702 EAST 31ST ST, YANKTON SD 57078.
 NM2141'AIRPORT MANAGER IS M.D. VAN GERPEN, PHONE 605-665-3473.  NOTE--
 NM2141'PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE
 NM2141'STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 NORTH, STATE HIGHWAY 50
 NM2141'AND 31ST ST, NEXT TO A CHEVROLET DEALERSHIP IN YANKTON, GO EAST ON
 NM2141'31ST ST FOR 0.75 MI (1.21 KM) TO A ROAD ON THE LEFT.  TURN LEFT THEN
 NM2141'RIGHT FOR 0.05 MI (0.08 KM) TO AN ELECTRIC GATE.  PASS THROUGH GATE,
 NM2141'TURN LEFT, NORTHEAST FOR 0.15 MI (0.24 KM) TO A TAXIWAY ON THE LEFT.
 NM2141'TURN LEFT, NORTH FOR 1.1 MI (1.8 KM) TO THE END OF TAXIWAY AND THE
 NM2141'STATION AHEAD ON THE LEFT.  THE STATION IS 237.5 FT (72.4 M) WEST OF
 NM2141'TAXIWAY MARKER 13, 176.7 FT (53.9 M) NORTHWEST OF THE NORTHWEST END OF
 NM2141'A TAXIWAY AND 147.9 FT (45.1 M) NORTHWEST OF THE END OF TAXIWAY SIGN.
 NM2141'THE STATION PROJECTS 1.0 FT (0.3 M) ABOVE GROUND.  THIS IS A SECONDARY
 NM2141'AIRPORT CONTROL STATION.
 NM2141
 NM2141                          STATION RECOVERY (2000)
 NM2141
 NM2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NM2141'RECOVERED AS DESCRIBED WITH NEW OWNERSHIP INFORMATION. OWNERSHIP--CITY
 NM2141'OF YANKTON, AIRPORT MANAGER JACOB HOFFNER, PO BOX 901, YANKTON, SD
 NM2141'57078.  PHONE NUMBER (605) 661-7525.
 NM2141
 NM2141                          STATION RECOVERY (2012)
 NM2141
 NM2141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2139 ***********************************************************************
 NM2139  DESIGNATION -  YANKTON CBL 1400
 NM2139  PID         -  NM2139
 NM2139  STATE/COUNTY-  SD/YANKTON
 NM2139  COUNTRY     -  US
 NM2139  USGS QUAD   -  YANKTON (2017)
 NM2139
 NM2139                         *CURRENT SURVEY CONTROL
 NM2139  ______________________________________________________________________
 NM2139* NAD 83(1986) POSITION- 42 54 52.     (N) 097 23 07.     (W)   SCALED
 NM2139* NAVD 88 ORTHO HEIGHT -   389.381 (meters)     1277.49  (feet) ADJUSTED
 NM2139  ______________________________________________________________________
 NM2139  GEOID HEIGHT    -        -25.629 (meters)                     GEOID18
 NM2139  DYNAMIC HEIGHT  -        389.269 (meters)     1277.13  (feet) COMP
 NM2139  MODELED GRAVITY -    980,319.7   (mgal)                       NAVD 88
 NM2139
 NM2139  VERT ORDER      -  FIRST     CLASS II
 NM2139
 NM2139.This mark is at Chan Gurney Municipal Airport (YKN)
 NM2139
 NM2139.The horizontal coordinates were scaled from a map and have
 NM2139.an estimated accuracy of +/- 6 seconds.
 NM2139
 NM2139.The orthometric height was determined by differential leveling and
 NM2139.adjusted by the NATIONAL GEODETIC SURVEY
 NM2139.in June 1994.
 NM2139
 NM2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2139.GEOID18 height accuracy estimate available here.
 NM2139
 NM2139.Click photographs - Photos may exist for this station.
 NM2139
 NM2139.The dynamic height is computed by dividing the NAVD 88
 NM2139.geopotential number by the normal gravity value computed on the
 NM2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2139.degrees latitude (g = 980.6199 gals.).
 NM2139
 NM2139.The modeled gravity was interpolated from observed gravity values.
 NM2139
 NM2139;                    North         East    Units  Estimated Accuracy
 NM2139;SPC SD S     -    68,830.      840,670.      MT  (+/- 180 meters Scaled)
 NM2139
 NM2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN317525(NAD 83)
 NM2139
 NM2139                          SUPERSEDED SURVEY CONTROL
 NM2139
 NM2139.No superseded survey control is available for this station.
 NM2139
 NM2139_MARKER: DQ = CALIBRATION BASE LINE DISK
 NM2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2139_STAMPING: 1400
 NM2139_MARK LOGO: NGS
 NM2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2139+STABILITY: SURFACE MOTION
 NM2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2139+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 NM2139
 NM2139  HISTORY     - Date     Condition        Report By
 NM2139  HISTORY     - UNK      MONUMENTED       SD3070
 NM2139  HISTORY     - 19930919 GOOD             NGS
 NM2139  HISTORY     - 20120326 GOOD             INDIV
 NM2139
 NM2139                          STATION DESCRIPTION
 NM2139
 NM2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2139'IN YANKTON, AT THE CHAN GURNEY MUNICIPAL AIRPORT, 76.4 M (250.7 FT)
 NM2139'NORTHWEST OF THE CENTERLINE OF RUNWAY 13-31, 23.4 M (76.8 FT)
 NM2139'SOUTHWEST OF THE CENTERLINE OF A TAXIWAY, AND THE MONUMENT IS FLUSH
 NM2139'WITH THE GROUND SURFACE.
 NM2139
 NM2139                          STATION RECOVERY (2012)
 NM2139
 NM2139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2140 ***********************************************************************
 NM2140  DESIGNATION -  YANKTON CBL 150
 NM2140  PID         -  NM2140
 NM2140  STATE/COUNTY-  SD/YANKTON
 NM2140  COUNTRY     -  US
 NM2140  USGS QUAD   -  YANKTON (2017)
 NM2140
 NM2140                         *CURRENT SURVEY CONTROL
 NM2140  ______________________________________________________________________
 NM2140* NAD 83(1986) POSITION- 42 55 22.     (N) 097 23 34.     (W)   SCALED
 NM2140* NAVD 88 ORTHO HEIGHT -   396.502 (meters)     1300.86  (feet) ADJUSTED
 NM2140  ______________________________________________________________________
 NM2140  GEOID HEIGHT    -        -25.636 (meters)                     GEOID18
 NM2140  DYNAMIC HEIGHT  -        396.387 (meters)     1300.48  (feet) COMP
 NM2140  MODELED GRAVITY -    980,317.5   (mgal)                       NAVD 88
 NM2140
 NM2140  VERT ORDER      -  FIRST     CLASS II
 NM2140
 NM2140.This mark is at Chan Gurney Municipal Airport (YKN)
 NM2140
 NM2140.The horizontal coordinates were scaled from a map and have
 NM2140.an estimated accuracy of +/- 6 seconds.
 NM2140
 NM2140.The orthometric height was determined by differential leveling and
 NM2140.adjusted by the NATIONAL GEODETIC SURVEY
 NM2140.in June 1994.
 NM2140
 NM2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2140.GEOID18 height accuracy estimate available here.
 NM2140
 NM2140.Click photographs - Photos may exist for this station.
 NM2140
 NM2140.The dynamic height is computed by dividing the NAVD 88
 NM2140.geopotential number by the normal gravity value computed on the
 NM2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2140.degrees latitude (g = 980.6199 gals.).
 NM2140
 NM2140.The modeled gravity was interpolated from observed gravity values.
 NM2140
 NM2140;                    North         East    Units  Estimated Accuracy
 NM2140;SPC SD S     -    69,730.      840,020.      MT  (+/- 180 meters Scaled)
 NM2140
 NM2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN311534(NAD 83)
 NM2140
 NM2140                          SUPERSEDED SURVEY CONTROL
 NM2140
 NM2140.No superseded survey control is available for this station.
 NM2140
 NM2140_MARKER: DQ = CALIBRATION BASE LINE DISK
 NM2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2140_STAMPING: 150
 NM2140_MARK LOGO: NGS
 NM2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2140+STABILITY: SURFACE MOTION
 NM2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2140+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 NM2140
 NM2140  HISTORY     - Date     Condition        Report By
 NM2140  HISTORY     - UNK      MONUMENTED       SD3070
 NM2140  HISTORY     - 19930919 GOOD             NGS
 NM2140  HISTORY     - 20120326 GOOD             INDIV
 NM2140
 NM2140                          STATION DESCRIPTION
 NM2140
 NM2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2140'IN YANKTON, AT THE CHAN GURNEY MUNICIPAL AIRPORT, 52.0 M (170.6 FT)
 NM2140'SOUTHEAST OF THE NORTHWEST CORNER OF A TAXIWAY, 15.0 M (49.2 FT)
 NM2140'SOUTHWEST OF THE TAXIWAY CENTERLINE, AND THE MONUMENT PROJECTS 0.1 M
 NM2140'(0.3 FT) ABOVE THE GROUND SURFACE.
 NM2140
 NM2140                          STATION RECOVERY (2012)
 NM2140
 NM2140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2144 ***********************************************************************
 NM2144  DESIGNATION -  YANKTON CBL 30
 NM2144  PID         -  NM2144
 NM2144  STATE/COUNTY-  SD/YANKTON
 NM2144  COUNTRY     -  US
 NM2144  USGS QUAD   -  YANKTON (2017)
 NM2144
 NM2144                         *CURRENT SURVEY CONTROL
 NM2144  ______________________________________________________________________
 NM2144* NAD 83(1986) POSITION- 42 55 26.     (N) 097 23 48.     (W)   SCALED
 NM2144* NAVD 88 ORTHO HEIGHT -   397.913 (meters)     1305.49  (feet) ADJUSTED
 NM2144  ______________________________________________________________________
 NM2144  GEOID HEIGHT    -        -25.637 (meters)                     GEOID18
 NM2144  DYNAMIC HEIGHT  -        397.796 (meters)     1305.10  (feet) COMP
 NM2144  MODELED GRAVITY -    980,316.9   (mgal)                       NAVD 88
 NM2144
 NM2144  VERT ORDER      -  FIRST     CLASS II
 NM2144
 NM2144.This mark is at Chan Gurney Municipal Airport (YKN)
 NM2144
 NM2144.The horizontal coordinates were scaled from a map and have
 NM2144.an estimated accuracy of +/- 6 seconds.
 NM2144
 NM2144.The orthometric height was determined by differential leveling and
 NM2144.adjusted by the NATIONAL GEODETIC SURVEY
 NM2144.in June 1994.
 NM2144
 NM2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2144.GEOID18 height accuracy estimate available here.
 NM2144
 NM2144.Click photographs - Photos may exist for this station.
 NM2144
 NM2144.The dynamic height is computed by dividing the NAVD 88
 NM2144.geopotential number by the normal gravity value computed on the
 NM2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2144.degrees latitude (g = 980.6199 gals.).
 NM2144
 NM2144.The modeled gravity was interpolated from observed gravity values.
 NM2144
 NM2144;                    North         East    Units  Estimated Accuracy
 NM2144;SPC SD S     -    69,840.      839,700.      MT  (+/- 180 meters Scaled)
 NM2144
 NM2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN308536(NAD 83)
 NM2144
 NM2144                          SUPERSEDED SURVEY CONTROL
 NM2144
 NM2144.No superseded survey control is available for this station.
 NM2144
 NM2144_MARKER: DQ = CALIBRATION BASE LINE DISK
 NM2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2144_STAMPING: 30 M
 NM2144_MARK LOGO: NGS
 NM2144_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2144+STABILITY: SURFACE MOTION
 NM2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2144+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 NM2144
 NM2144  HISTORY     - Date     Condition        Report By
 NM2144  HISTORY     - UNK      MONUMENTED       SD3070
 NM2144  HISTORY     - 19931004 GOOD             NGS
 NM2144  HISTORY     - 20120326 GOOD             INDIV
 NM2144
 NM2144                          STATION DESCRIPTION
 NM2144
 NM2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2144'IN YANKTON, AT THE CHAN GURNEY MUNICIPAL AIRPORT, 89.0 M (292.0 FT)
 NM2144'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 67.0 M (219.8 FT) 67.0 M
 NM2144'(219.8 FT) NORTHWEST OF AND LEVEL WITH THE WEST CORNER OF A TAXIWAY,
 NM2144'63.5 M (208.3 FT) WEST OF A TAXIWAY LIGHT, 30.0 M (98.4 FT) WEST OF
 NM2144'BENCH MARK 0 CBL, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE
 NM2144'THE GROUND SURFACE.
 NM2144
 NM2144                          STATION RECOVERY (2012)
 NM2144
 NM2144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2143 ***********************************************************************
 NM2143  DESIGNATION -  YANKTON CBL 430
 NM2143  PID         -  NM2143
 NM2143  STATE/COUNTY-  SD/YANKTON
 NM2143  COUNTRY     -  US
 NM2143  USGS QUAD   -  YANKTON (2017)
 NM2143
 NM2143                         *CURRENT SURVEY CONTROL
 NM2143  ______________________________________________________________________
 NM2143* NAD 83(1986) POSITION- 42 55 13.     (N) 097 23 43.     (W)   SCALED
 NM2143* NAVD 88 ORTHO HEIGHT -   395.200 (meters)     1296.59  (feet) ADJUSTED
 NM2143  ______________________________________________________________________
 NM2143  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 NM2143  DYNAMIC HEIGHT  -        395.085 (meters)     1296.21  (feet) COMP
 NM2143  MODELED GRAVITY -    980,317.7   (mgal)                       NAVD 88
 NM2143
 NM2143  VERT ORDER      -  FIRST     CLASS II
 NM2143
 NM2143.This mark is at Chan Gurney Municipal Airport (YKN)
 NM2143
 NM2143.The horizontal coordinates were scaled from a map and have
 NM2143.an estimated accuracy of +/- 6 seconds.
 NM2143
 NM2143.The orthometric height was determined by differential leveling and
 NM2143.adjusted by the NATIONAL GEODETIC SURVEY
 NM2143.in June 1994.
 NM2143
 NM2143.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2143.GEOID18 height accuracy estimate available here.
 NM2143
 NM2143.Click photographs - Photos may exist for this station.
 NM2143
 NM2143.The dynamic height is computed by dividing the NAVD 88
 NM2143.geopotential number by the normal gravity value computed on the
 NM2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2143.degrees latitude (g = 980.6199 gals.).
 NM2143
 NM2143.The modeled gravity was interpolated from observed gravity values.
 NM2143
 NM2143;                    North         East    Units  Estimated Accuracy
 NM2143;SPC SD S     -    69,450.      839,830.      MT  (+/- 180 meters Scaled)
 NM2143
 NM2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN309532(NAD 83)
 NM2143
 NM2143                          SUPERSEDED SURVEY CONTROL
 NM2143
 NM2143.No superseded survey control is available for this station.
 NM2143
 NM2143_MARKER: DQ = CALIBRATION BASE LINE DISK
 NM2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2143_STAMPING: 430
 NM2143_MARK LOGO: NGS
 NM2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2143+STABILITY: SURFACE MOTION
 NM2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2143+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 NM2143
 NM2143  HISTORY     - Date     Condition        Report By
 NM2143  HISTORY     - UNK      MONUMENTED       SD3070
 NM2143  HISTORY     - 19931004 GOOD             NGS
 NM2143  HISTORY     - 20120326 GOOD             INDIV
 NM2143
 NM2143                          STATION DESCRIPTION
 NM2143
 NM2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2143'IN YANKTON, AT THE CHAN GURNEY MUNICIPAL AIRPORT, 39.7 M (130.2 FT)
 NM2143'NORTHWEST OF A TAXIWAY LIGHT, 22.9 M (75.1 FT) SOUTHEAST OF A TAXIWAY
 NM2143'LIGHT, 17.0 M (55.8 FT) SOUTHWEST OF THE CENTERLINE OF A TAXIWAY, 0.6
 NM2143'M (2.0 FT) BELOW THE LEVEL OF THE TAXIWAY, AND THE MONUMENT IS FLUSH
 NM2143'WITH THE GROUND SURFACE.
 NM2143
 NM2143                          STATION RECOVERY (2012)
 NM2143
 NM2143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1863 ***********************************************************************
 NM1863  DESIGNATION -  YANKTON CO CTHSE CLOCK TOWER
 NM1863  PID         -  NM1863
 NM1863  STATE/COUNTY-  SD/YANKTON
 NM1863  COUNTRY     -  US
 NM1863  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1863
 NM1863                         *CURRENT SURVEY CONTROL
 NM1863  ______________________________________________________________________
 NM1863* NAD 83(1996) POSITION- 42 52 10.38347(N) 097 23 47.36884(W)   ADJUSTED
 NM1863  ______________________________________________________________________
 NM1863  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM1863  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 NM1863  HORZ ORDER      -  THIRD
 NM1863
 NM1863.The horizontal coordinates were established by classical geodetic methods
 NM1863.and adjusted by the National Geodetic Survey in January 1998.
 NM1863
 NM1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1863.GEOID18 height accuracy estimate available here.
 NM1863
 NM1863.Click photographs - Photos may exist for this station.
 NM1863
 NM1863.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1863
 NM1863. The following values were computed from the NAD 83(1996) position.
 NM1863
 NM1863;                    North         East     Units Scale Factor Converg.
 NM1863;SPC SD S     -    63,812.051   839,926.900   MT  0.99999162   +2 01 33.6
 NM1863;SPC SD S     -   209,356.70  2,755,660.17   sFT  0.99999162   +2 01 33.6
 NM1863;UTM  14      - 4,747,575.894   630,976.801   MT  0.99981105   +1 05 27.9
 NM1863
 NM1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3097647575(NAD 83)
 NM1863
 NM1863                          SUPERSEDED SURVEY CONTROL
 NM1863
 NM1863  NAD 83(1995)-  42 52 10.38349(N)    097 23 47.36883(W) AD(       ) 3
 NM1863  NAD 83(1986)-  42 52 10.39222(N)    097 23 47.35977(W) AD(       ) 3
 NM1863  NAD 27      -  42 52 10.40500(N)    097 23 46.15100(W) AD(       ) 3
 NM1863
 NM1863.Superseded values are not recommended for survey control.
 NM1863
 NM1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1863.See file dsdata.pdf to determine how the superseded data were derived.
 NM1863
 NM1863_MARKER: 55 = TOWER
 NM1863
 NM1863  HISTORY     - Date     Condition        Report By
 NM1863  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1863
 NM1863                          STATION DESCRIPTION
 NM1863
 NM1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1863'THE STATION IS LOCATED IN THE TOWN OF YANKTON.  IT IS A
 NM1863'LARGE CLOCK TOWER, SET AT THE CENTER OF A LARGE BRICK BUILDING,
 NM1863'AND IS ABOUT 125 FEET HIGH.
 NM1863'
 NM1863'THE POINT INTERSECTED WAS A STAFF ON THE TOP OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1880 ***********************************************************************
 NM1880  DESIGNATION -  YANKTON COL MUSIC HALL STEEPLE
 NM1880  PID         -  NM1880
 NM1880  STATE/COUNTY-  SD/YANKTON
 NM1880  COUNTRY     -  US
 NM1880  USGS QUAD   -  YANKTON (2017)
 NM1880
 NM1880                         *CURRENT SURVEY CONTROL
 NM1880  ______________________________________________________________________
 NM1880* NAD 83(1996) POSITION- 42 52 50.40534(N) 097 23 25.11458(W)   ADJUSTED
 NM1880  ______________________________________________________________________
 NM1880  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 NM1880  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 NM1880  HORZ ORDER      -  THIRD
 NM1880
 NM1880.The horizontal coordinates were established by classical geodetic methods
 NM1880.and adjusted by the National Geodetic Survey in January 1998.
 NM1880
 NM1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1880.GEOID18 height accuracy estimate available here.
 NM1880
 NM1880.Click photographs - Photos may exist for this station.
 NM1880
 NM1880.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1880
 NM1880. The following values were computed from the NAD 83(1996) position.
 NM1880
 NM1880;                    North         East     Units Scale Factor Converg.
 NM1880;SPC SD S     -    65,064.152   840,387.957   MT  0.99998913   +2 01 48.9
 NM1880;SPC SD S     -   213,464.64  2,757,172.82   sFT  0.99998913   +2 01 48.9
 NM1880;UTM  14      - 4,748,820.084   631,458.139   MT  0.99981260   +1 05 43.8
 NM1880
 NM1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3145848820(NAD 83)
 NM1880
 NM1880                          SUPERSEDED SURVEY CONTROL
 NM1880
 NM1880  NAD 83(1995)-  42 52 50.40535(N)    097 23 25.11457(W) AD(       ) 3
 NM1880  NAD 83(1986)-  42 52 50.41402(N)    097 23 25.10535(W) AD(       ) 3
 NM1880  NAD 27      -  42 52 50.43000(N)    097 23 23.89500(W) AD(       ) 3
 NM1880
 NM1880.Superseded values are not recommended for survey control.
 NM1880
 NM1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1880.See file dsdata.pdf to determine how the superseded data were derived.
 NM1880
 NM1880_MARKER: 89 = SPIRE
 NM1880
 NM1880  HISTORY     - Date     Condition        Report By
 NM1880  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1880
 NM1880                          STATION DESCRIPTION
 NM1880
 NM1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1880'THE STATION IS LOCATED ON THE GROUNDS OF THE YANKTON COLLEGE.
 NM1880'IT IS A STEEPLE, SET ON THE TOP OF A CLOCK TOWER, WHICH
 NM1880'SETS ON THE SOUTHEAST CORNER OF A WHITE, STONE BUILDING
 NM1880'KNOWN AS THE MUSIC HALL.
 NM1880'
 NM1880'THE POINT INTERSECTED WAS A POINTED, WOODEN STAFF WHICH
 NM1880'SET ON TOP OF THE STEEPLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1877 ***********************************************************************
 NM1877  DESIGNATION -  YANKTON COLL FORBES H STEEPLE
 NM1877  PID         -  NM1877
 NM1877  STATE/COUNTY-  SD/YANKTON
 NM1877  COUNTRY     -  US
 NM1877  USGS QUAD   -  YANKTON (2017)
 NM1877
 NM1877                         *CURRENT SURVEY CONTROL
 NM1877  ______________________________________________________________________
 NM1877* NAD 83(1996) POSITION- 42 52 45.97145(N) 097 23 27.23169(W)   ADJUSTED
 NM1877  ______________________________________________________________________
 NM1877  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 NM1877  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 NM1877  HORZ ORDER      -  THIRD
 NM1877
 NM1877.The horizontal coordinates were established by classical geodetic methods
 NM1877.and adjusted by the National Geodetic Survey in January 1998.
 NM1877
 NM1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1877.GEOID18 height accuracy estimate available here.
 NM1877
 NM1877.Click photographs - Photos may exist for this station.
 NM1877
 NM1877.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1877
 NM1877. The following values were computed from the NAD 83(1996) position.
 NM1877
 NM1877;                    North         East     Units Scale Factor Converg.
 NM1877;SPC SD S     -    64,925.714   840,344.788   MT  0.99998940   +2 01 47.4
 NM1877;SPC SD S     -   213,010.45  2,757,031.19   sFT  0.99998940   +2 01 47.4
 NM1877;UTM  14      - 4,748,682.393   631,412.725   MT  0.99981245   +1 05 42.3
 NM1877
 NM1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3141248682(NAD 83)
 NM1877
 NM1877                          SUPERSEDED SURVEY CONTROL
 NM1877
 NM1877  NAD 83(1995)-  42 52 45.97147(N)    097 23 27.23168(W) AD(       ) 3
 NM1877  NAD 83(1986)-  42 52 45.98023(N)    097 23 27.22244(W) AD(       ) 3
 NM1877  NAD 27      -  42 52 45.99500(N)    097 23 26.01500(W) AD(       ) 3
 NM1877
 NM1877.Superseded values are not recommended for survey control.
 NM1877
 NM1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1877.See file dsdata.pdf to determine how the superseded data were derived.
 NM1877
 NM1877_MARKER: 89 = SPIRE
 NM1877
 NM1877  HISTORY     - Date     Condition        Report By
 NM1877  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1877
 NM1877                          STATION DESCRIPTION
 NM1877
 NM1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1877'THE STATION IS LOCATED ON THE GROUNDS OF YANKTON COLLEGE.
 NM1877'IT IS SET IN THE CENTER, AND ON TOP OF, A LONG, 3 STORY,
 NM1877'BRICK BUILDING KNOWN AS FORBES HALL OF SCIENCE.  IT IS ABOUT
 NM1877'20 FEET HIGHER THAN THE TOP OF THE BUILDING.
 NM1877'
 NM1877'THE POINT INTERSECTED WAS A SMALL CROSS ON THE TOP OF THE
 NM1877'STEEPLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1868 ***********************************************************************
 NM1868  DESIGNATION -  YANKTON NASH FINCH CO STACK
 NM1868  PID         -  NM1868
 NM1868  STATE/COUNTY-  SD/YANKTON
 NM1868  COUNTRY     -  US
 NM1868  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1868
 NM1868                         *CURRENT SURVEY CONTROL
 NM1868  ______________________________________________________________________
 NM1868* NAD 83(1996) POSITION- 42 52 07.27245(N) 097 23 35.99490(W)   ADJUSTED
 NM1868  ______________________________________________________________________
 NM1868  GEOID HEIGHT    -        -25.588 (meters)                     GEOID18
 NM1868  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 NM1868  HORZ ORDER      -  THIRD
 NM1868
 NM1868.The horizontal coordinates were established by classical geodetic methods
 NM1868.and adjusted by the National Geodetic Survey in January 1998.
 NM1868
 NM1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1868.GEOID18 height accuracy estimate available here.
 NM1868
 NM1868.Click photographs - Photos may exist for this station.
 NM1868
 NM1868.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1868
 NM1868. The following values were computed from the NAD 83(1996) position.
 NM1868
 NM1868;                    North         East     Units Scale Factor Converg.
 NM1868;SPC SD S     -    63,725.242   840,188.301   MT  0.99999182   +2 01 41.4
 NM1868;SPC SD S     -   209,071.90  2,756,517.78   sFT  0.99999182   +2 01 41.4
 NM1868;UTM  14      - 4,747,484.848   631,236.704   MT  0.99981189   +1 05 35.5
 NM1868
 NM1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3123647484(NAD 83)
 NM1868
 NM1868                          SUPERSEDED SURVEY CONTROL
 NM1868
 NM1868  NAD 83(1995)-  42 52 07.27248(N)    097 23 35.99489(W) AD(       ) 3
 NM1868  NAD 83(1986)-  42 52 07.28116(N)    097 23 35.98578(W) AD(       ) 3
 NM1868  NAD 27      -  42 52 07.29200(N)    097 23 34.78100(W) AD(       ) 3
 NM1868
 NM1868.Superseded values are not recommended for survey control.
 NM1868
 NM1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1868.See file dsdata.pdf to determine how the superseded data were derived.
 NM1868
 NM1868_MARKER: 63 = STACK
 NM1868
 NM1868  HISTORY     - Date     Condition        Report By
 NM1868  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1868
 NM1868                          STATION DESCRIPTION
 NM1868
 NM1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1868'THE STATION IS LOCATED IN THE TOWN OF YANKTON, ABOUT 1 BLOCK
 NM1868'NORTHEAST OF THE YANKTON BRIDGE.  IT IS THE NORTHERN-MOST
 NM1868'OF 2 IDENTICAL STACKS IN THE IMMEDIATE VICINITY.  IT IS
 NM1868'A BRICK STRUCTURE ABOUT 140 FEET HIGH AND IS SET ON THE
 NM1868'TOP OF THE NASH-FINCH WHOLESALE HOUSE.
 NM1868'
 NM1868'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0892 ***********************************************************************
 OQ0892  DESIGNATION -  YANKTON RESET
 OQ0892  PID         -  OQ0892
 OQ0892  STATE/COUNTY-  SD/YANKTON
 OQ0892  COUNTRY     -  US
 OQ0892  USGS QUAD   -  LESTERVILLE (2017)
 OQ0892
 OQ0892                         *CURRENT SURVEY CONTROL
 OQ0892  ______________________________________________________________________
 OQ0892* NAD 83(1996) POSITION- 43 03 39.31141(N) 097 29 59.55953(W)   ADJUSTED
 OQ0892* NAD 83(1996) ELLIP HT-   447.022 (meters)        (03/16/99)   ADJUSTED
 OQ0892* NAVD 88 ORTHO HEIGHT -   472.8   (meters)     1551.    (feet) VERTCON3
 OQ0892  ______________________________________________________________________
 OQ0892  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 OQ0892  NAD 83(1996) X  -   -609,242.222 (meters)                     COMP
 OQ0892  NAD 83(1996) Y  - -4,627,730.475 (meters)                     COMP
 OQ0892  NAD 83(1996) Z  -  4,332,754.166 (meters)                     COMP
 OQ0892  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 OQ0892  HORZ ORDER      -  FIRST
 OQ0892  ELLP ORDER      -  FOURTH    CLASS I
 OQ0892
 OQ0892.The horizontal coordinates were established by classical geodetic methods
 OQ0892.and adjusted by the National Geodetic Survey in January 1998.
 OQ0892
 OQ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0892
 OQ0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0892.GEOID18 height accuracy estimate available here.
 OQ0892
 OQ0892.Click photographs - Photos may exist for this station.
 OQ0892
 OQ0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0892
 OQ0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 OQ0892
 OQ0892.The ellipsoidal height was determined by GPS observations
 OQ0892.and is referenced to NAD 83.
 OQ0892
 OQ0892. The following values were computed from the NAD 83(1996) position.
 OQ0892
 OQ0892;                    North         East     Units Scale Factor Converg.
 OQ0892;SPC SD S     -    84,765.240   830,758.921   MT  0.99995389   +1 57 16.8
 OQ0892;SPC SD S     -   278,100.62  2,725,581.56   sFT  0.99995389   +1 57 16.8
 OQ0892;UTM  14      - 4,768,671.835   622,152.602   MT  0.99978356   +1 01 27.7
 OQ0892
 OQ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0892!SPC SD S     -   0.99992990  x   0.99995389  =   0.99988380
 OQ0892!UTM  14      -   0.99992990  x   0.99978356  =   0.99971348
 OQ0892
 OQ0892:                Primary Azimuth Mark                     Grid Az
 OQ0892:SPC SD S     -  YANKTON AZ MK RESET                      165 57 02.3
 OQ0892:UTM  14      -  YANKTON AZ MK RESET                      166 52 51.4
 OQ0892
 OQ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2215268671(NAD 83)
 OQ0892
 OQ0892|---------------------------------------------------------------------|
 OQ0892| PID    Reference Object                     Distance      Geod. Az  |
 OQ0892|                                                           dddmmss.s |
 OQ0892| CO4144 YANKTON RM 1                         66.544 METERS 12324     |
 OQ0892| CO4145 YANKTON RM 2                         37.378 METERS 16609     |
 OQ0892| CO4142 YANKTON AZ MK                                      1673438.4 |
 OQ0892| CO4143 YANKTON AZ MK RESET                                1675419.1 |
 OQ0892| NM1881 UTICA MUNICIPAL TANK                APPROX. 8.9 KM 1801258.7 |
 OQ0892|---------------------------------------------------------------------|
 OQ0892
 OQ0892                          SUPERSEDED SURVEY CONTROL
 OQ0892
 OQ0892  ELLIP H (01/23/98)  447.020  (m)                       GP(       ) 4 1
 OQ0892  NAD 83(1995)-  43 03 39.31170(N)    097 29 59.55933(W) AD(       ) 1
 OQ0892  NAD 83(1986)-  43 03 39.32039(N)    097 29 59.55294(W) AD(       ) 1
 OQ0892  NAD 27      -  43 03 39.33200(N)    097 29 58.32100(W) AD(       ) 1
 OQ0892  USSD        -  43 03 39.53200(N)    097 29 58.64800(W) AD(       ) 3
 OQ0892  NGVD 29 (07/20/93)  472.5    (m)  UNKNOWN  model used  GPS OBS        
 OQ0892  NGVD 29 (07/19/86)  471.5    (m)         1547.     (f) VERT ANG       
 OQ0892
 OQ0892.Superseded values are not recommended for survey control.
 OQ0892
 OQ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0892.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0892
 OQ0892_MARKER: DH = HORIZONTAL CONTROL DISK
 OQ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0892_STAMPING: YANKTON 1901 1979
 OQ0892_MARK LOGO: NGS
 OQ0892_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0892+STABILITY: SURFACE MOTION
 OQ0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0892+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 OQ0892
 OQ0892  HISTORY     - Date     Condition        Report By
 OQ0892  HISTORY     - 1901     MONUMENTED       CGS
 OQ0892  HISTORY     - 1935     GOOD             CGS
 OQ0892  HISTORY     - 1948     GOOD             CGS
 OQ0892  HISTORY     - 1959     GOOD             CGS
 OQ0892  HISTORY     - 1979     SEE DESCRIPTION  NGS
 OQ0892  HISTORY     - 1979     GOOD             NGS
 OQ0892  HISTORY     - 19920812 GOOD             NOS
 OQ0892  HISTORY     - 20071007 GOOD             WAPA
 OQ0892
 OQ0892                          STATION DESCRIPTION
 OQ0892
 OQ0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 OQ0892'SITUATED IN THE SE 1/4 NE 1/4 SEC. 7, T. 95 N., R. 56 W., ON THE
 OQ0892'CREST OF A PROMINENT HILL IN A PASTURE BELONGING TO GEORGE MUELLER
 OQ0892'WHOSE DWELLING HOUSE STANDS IN THE SOUTHWEST QUARTER OF SEC. 18, T.
 OQ0892'95 N., R. 56 W.  THE STATION IS TWO MILES NORTH AND 4.7 MILES
 OQ0892'EAST OF THE TOWN OF LESTERVILLE.  THE STONE MARKING THE EAST
 OQ0892'CENTER OF SECTION 7 IS DISTANT 628 FEET FROM THE STATION
 OQ0892'S 78 DEG 51 MIN E, THE NORTHEAST CORNER IS DISTANT 2,567
 OQ0892'FEET N 13 DEG 06 MIN E, THE BEARING OF THE SOUTHEAST
 OQ0892'CORNER IS S 13 DEG 17 MIN E, AND OF MUELLERS WINDMILL S 30 DEG 19
 OQ0892'MIN W.  THE SURFACE MARK IS A MARBLE POST, 2.5 FEET LONG AND
 OQ0892'8 INCHES SQUARE ON TOP.  CUT IN ITS TOP ARE TWO V-SHAPED
 OQ0892'GROOVES AT RIGHT ANGLES TO EACH OTHER, AND THE LETTERS U.S.C.S.
 OQ0892'THE UNDERGROUND MARK IS A TACK IN THE CENTER OF THE CORK OF A
 OQ0892'STONE JUG, BURIED ABOUT 2.75 FEET BELOW THE TOP OF THE SURFACE
 OQ0892'STONE.
 OQ0892'
 OQ0892'A NARROW TRENCH, 4 FEET IN DIAMETER AND 1 FOOT DEEP, PARTLY FILLED
 OQ0892'WITH SOFT COAL AND COVERED WITH EARTH, ENCIRCLES THE STATION.
 OQ0892
 OQ0892                          STATION RECOVERY (1935)
 OQ0892
 OQ0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 OQ0892'STATION WAS COVERED MAY 3, 1935, AND FOUND IN GOOD CONDITION.
 OQ0892'
 OQ0892'IN THE SE 1/4 NE 1/4 SEC. 7, T. 95 N., R. 56 W., ON TOP OF A
 OQ0892'PROMINENT HILL, IN MEADOW LAND BELONGING TO EMILIE GANSKE WHO
 OQ0892'LIVES ABOUT 1/2 MILE NORTHWEST OF THE STATION, 620 FEET WEST OF THE
 OQ0892'CENTER LINE OF THE NORTH-AND-SOUTH SECTION-LINE ROAD, 585 FEET
 OQ0892'WEST OF A FENCE CORNER AT THE SOUTHEAST CORNER OF THE NORTHEAST
 OQ0892'QUARTER OF SECTION 7, 120 FEET NORTH OF A FENCE ON THE
 OQ0892'EAST-AND-WEST CENTER LINE OF THE SECTION.  THE SURFACE MARK, A
 OQ0892'MARBLE POST PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 OQ0892'
 OQ0892'TO REACH FROM LESTERVILLE GO EAST 5 MILES, NORTH 1-1/2 MILES TO THE
 OQ0892'SOUTHEAST CORNER OF A MEADOW, THENCE WEST ABOUT 1/8 MILE TO THE TOP
 OQ0892'OF THE HILL AND STATION.
 OQ0892'
 OQ0892'AZIMUTH MARKS--MILLERS WINDMILL WHICH WAS STANDING IN 1901, HAS
 OQ0892'SINCE BEEN REMOVED AND A NEW ONE ERECTED ABOUT 10 FEET EAST
 OQ0892'OF THE SITE OF THE OLD ONE.  THE STONES WHICH MARKED THE
 OQ0892'NORTHEAST AND SOUTHEAST CORNERS AND E. 1/4 CORNER OF SECTION 7
 OQ0892'HAVE BEEN DEEPLY BURIED UNDER A ROAD GRADE, AND NO SEARCH WAS
 OQ0892'MADE FOR THEM.
 OQ0892
 OQ0892                          STATION RECOVERY (1948)
 OQ0892
 OQ0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 OQ0892'THE STATION MARK AS ESTABLISHED BY F.D.G. WAS FOUND IN GOOD
 OQ0892'CONDITION.  THE SECTION CORNER STONES COULD NOT BE FOUND AND THE
 OQ0892'LAND IS NOW OWNED BY MR. A. POESCHL.  TWO REFERENCE MARKS WERE
 OQ0892'ESTABLISHED AS WELL AS AN AZIMUTH MARK.  A COMPLETE NEW
 OQ0892'DESCRIPTION FOLLOWS.
 OQ0892'
 OQ0892'LOCATED ABOUT 4-1/2 MILES EAST AND 2 MILES NORTH OF LESTERVILLE,
 OQ0892'3.8 MILES NORTH OF UTICA, IN THE SOUTHEAST CORNER OF THE NORTHEAST
 OQ0892'QUARTER OF SEC. 7, T. 95 NORTH, R. 56 W..  IT IS ON THE CREST
 OQ0892'OF A PROMINENT HILL IN A HAY FIELD, 120 FEET NORTH OF THE
 OQ0892'EAST-WEST FENCE LINE AT THE SOUTH EDGE OF THE FIELD AND ABOUT 620
 OQ0892'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH ROAD.
 OQ0892'THE SURFACE MARK IS A MARBLE POST, 2-1/2 FEET LONG AND 8 INCHES
 OQ0892'SQUARE, WITH A CROSS CUT IN THE TOP AND THE LETTERS, U S C S
 OQ0892'INSCRIBED IN THE TOP.  THE MARK PROJECTS ABOUT 2 INCHES.  THE
 OQ0892'UNDERGROUND STATION MARK WAS DESCRIBED BY F.D.G. AS BEING A
 OQ0892'TACK IN THE CENTER OF A CORK IN A STONE JUG BURIED 2.75 FEET
 OQ0892'BELOW THE TOP SURFACE OF THE STONE MARK.
 OQ0892'
 OQ0892'REFERENCE MARK NO. 1, IS 218.27 FT.
 OQ0892'(66.529 METERS) SOUTHEAST OF THE STATION, ABOUT 1 FOOT NORTH OF
 OQ0892'THE FENCE LINE AT THE SOUTH EDGE OF THE FIELD.  THE MARK PROJECTS
 OQ0892'ABOUT 6 INCHES AND THE DISC IS STAMPED YANKTON NO 1 1948.
 OQ0892'
 OQ0892'REFERENCE MARK NO. 2, IS 122.60 FT. 37.369
 OQ0892'METERS) SOUTH-SOUTHEAST OF THE STATION AND ABOUT 1 FOOT NORTH
 OQ0892'OF THE FENCE LINE AT THE SOUTH EDGE OF THE FIELD.  THE MARK
 OQ0892'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED YANKTON NO 2 1948.
 OQ0892'
 OQ0892'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE STATION,
 OQ0892'ABOUT 43 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH
 OQ0892'GRAVELED ROAD, IN THE EAST-WEST FENCE LINE AND ABOUT 6 FEET
 OQ0892'WEST OF THE T-FENCE CORNER, AND 2.8 FEET EAST OF A WITNESS POST.
 OQ0892'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED YANKTON
 OQ0892'1948.
 OQ0892'
 OQ0892'THE STATION WAS REACHED FROM THE RAILROAD DEPOT IN UTICA, A
 OQ0892'VILLAGE 6.3 MILES NORTHWEST AND 5 MILES NORTH OF YANKTON, BY
 OQ0892'TAKEING THE LEFT FORK, JUST AFTER CROSSING THE RAILROAD TRACKS,
 OQ0892'AND GO NORTH FOR 3.8 MILE TO A SCHOOLHOUSE ON THE RIGHT.
 OQ0892'CONTINUE NORTH FOR 1.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 OQ0892'DESCRIBED ABOVE.  CONTINUE NORTH FOR 0.5 MILE TO TOP OF GRADE
 OQ0892'AND A WIRE GATE ON THE LEFT.  CONTINUE 0.05 MILE TO A WIRE GATE
 OQ0892'IN THE SOUTHEAST CORNER OF A HAYFIELD.  TURN LEFT, THRU GATE,
 OQ0892'AND GO WEST-NORTHWEST FOR ABOUT 0.15 MILE TO THE HIGHEST PART OF
 OQ0892'THE FIELD AND THE STATION SITE.
 OQ0892
 OQ0892                          STATION RECOVERY (1959)
 OQ0892
 OQ0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 OQ0892'STATION RECOVERED AS DESCRIBED IN 1948 AND ALL MARKS FOUND IN
 OQ0892'GOOD CONDITION.
 OQ0892'
 OQ0892'THE STATE HIGHWAY DEPARTMENT REPORTED THAT THE ROAD PAST THE AZIMUTH
 OQ0892'MARK WAS TO BE WIDENED AND THIS MARK WAS IN THE WAY OF
 OQ0892'CONSTRTUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED 16.635 FEET WEST
 OQ0892'OF THE ORIGINAL MARK.  IT IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE
 OQ0892'STATION, 59 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 OQ0892'ROAD, 9 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF THE
 OQ0892'EAST-WEST FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 OQ0892'DISK IS STAMPED YANKTON 1901 RESET 1959.
 OQ0892'
 OQ0892'THE 1948 DESCRIPTION, TO REACH THE STATION, IS ADEQUATE.
 OQ0892'
 OQ0892'THE DISTANCE TO THE REFERENCE MARKS WAS NOT CHECKED IN 1959.
 OQ0892
 OQ0892                          STATION RECOVERY (1979)
 OQ0892
 OQ0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OQ0892'STATION MARK WAS FOUND TILTED, RM 1, RM 2 AND AZIMUTH MARK WERE
 OQ0892'RECOVERED IN GOOD CONDITION.  THE SURFACE MARK AND UNDERGROUND MARK
 OQ0892'WERE REPLACED WITH REGULAR CONCRETE MONUMENTS.
 OQ0892'
 OQ0892'THE DISTANCE DIRECTION TO RM 1 AND RM 2 AND AZIMUTH CHECKED THE
 OQ0892'1959 DATA.
 OQ0892'
 OQ0892'THE STATION IS LOCATED ABOUT 5 MILES NORTH EAST OF LESTERVILLE, 4
 OQ0892'MILES NORTH OF UTICA ON A LOW HILL WHERE A NEW WATER TANK HAS BEEN
 OQ0892'BUILT.
 OQ0892'
 OQ0892'TO REACH THE STATION FROM THE OLD RAILROAD DEPOT AND RAILROAD
 OQ0892'CROSSING IN UTICA, GO EAST FOR 0.5 MILE TO SIDE ROAD LEFT, GO NORTH
 OQ0892'FOR 4.00 MILE TO CROSSROAD, CONTINUE NORTH FOR 1.1 MILE UP HILL TO
 OQ0892'THE AZIMUTH MARK ON LEFT, CONTINUE NORTH FOR 0.5 MILE, TURN LEFT, GO
 OQ0892'WEST FOR 0.1 MILE TO THE STATION JUST NORTHWEST OF A NEW WATERTANK.
 OQ0892'
 OQ0892'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 OQ0892'---YANKTON 1901 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OQ0892'30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 36.6
 OQ0892'METERS (120 FEET) N FROM FENCE, 19.8 METERS (65 FEET) NNW FROM THE
 OQ0892'WEST DRAIN OUTLET ON NEW WATER TANK, AND 0.6 METER (2 FEET) E FROM
 OQ0892'WITNESS POST.
 OQ0892'
 OQ0892'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OQ0892'STAMPED---YANKTON 1901 1979---SET INTO AN IRREGULAR MASS OF
 OQ0892'CONCRETE 1.10 METERS (3.6 FEET) BELOW THE SURFACE.
 OQ0892'
 OQ0892'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OQ0892'STAMPED---YANKTON NO 1 1948---SET INTO THE TOP OF A SQUARE CONCRETE
 OQ0892'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 46.3
 OQ0892'METERS (152 FEET) ESE FROM SOUTH EDGE (UNDER LADDER) OF WATER TANK,
 OQ0892'0.6 METER (2 FEET) W FROM WITNESS POST, 0.3 METER (1 FOOT) N FROM
 OQ0892'FENCE, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 OQ0892'
 OQ0892'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OQ0892'STAMPED---YANKTON NO 2 1948---SET INTO THE TOP OF A SQUARE CONCRETE
 OQ0892'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 18.0
 OQ0892'METERS (59 FEET) SSE FROM WEST DRAIN OF WATER TANK, 14.48 METERS
 OQ0892'(47.5 FEET) S FROM SOUTH EDGE OF WATER TANK, 0.6 METER (2 FEET) E
 OQ0892'FROM WITNESS POST, 0.3 METER (1 FOOT) N FROM FENCE, AND 0.3 METER (1
 OQ0892'FOOT) LOWER THAN THE STATION.
 OQ0892'
 OQ0892'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OQ0892'STAMPED---YANKTON 1901 RESET 1959---SET INTO THE TOP OF A SQUARE
 OQ0892'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 4 INCHES
 OQ0892'ABOVE THE GROUND LOCATED 18.0 METERS (59 FEET) W FROM CENTER OF ROAD,
 OQ0892'2.7 METERS (9 FEET) W FROM FENCE CORNER, AND 0.3 METER (1 FOOT) N
 OQ0892'FROM FENCE.
 OQ0892'
 OQ0892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE, TURN
 OQ0892'RIGHT GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO MARK AT FENCE CORNER ON
 OQ0892'RIGHT.
 OQ0892
 OQ0892                          STATION RECOVERY (1979)
 OQ0892
 OQ0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OQ0892'RECOVERED IN GOOD CONDITION.
 OQ0892
 OQ0892                          STATION RECOVERY (1992)
 OQ0892
 OQ0892'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 OQ0892'RECOVERED IN GOOD CONDITION.
 OQ0892
 OQ0892                          STATION RECOVERY (2007)
 OQ0892
 OQ0892'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2007 (CJD)
 OQ0892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1864 ***********************************************************************
 NM1864  DESIGNATION -  YANKTON SAC HEART HOSP STK
 NM1864  PID         -  NM1864
 NM1864  STATE/COUNTY-  SD/YANKTON
 NM1864  COUNTRY     -  US
 NM1864  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1864
 NM1864                         *CURRENT SURVEY CONTROL
 NM1864  ______________________________________________________________________
 NM1864* NAD 83(1996) POSITION- 42 52 21.97260(N) 097 24 38.12544(W)   ADJUSTED
 NM1864  ______________________________________________________________________
 NM1864  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM1864  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 NM1864  HORZ ORDER      -  THIRD
 NM1864
 NM1864.The horizontal coordinates were established by classical geodetic methods
 NM1864.and adjusted by the National Geodetic Survey in January 1998.
 NM1864
 NM1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1864.GEOID18 height accuracy estimate available here.
 NM1864
 NM1864.Click photographs - Photos may exist for this station.
 NM1864
 NM1864.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1864
 NM1864. The following values were computed from the NAD 83(1996) position.
 NM1864
 NM1864;                    North         East     Units Scale Factor Converg.
 NM1864;SPC SD S     -    64,128.817   838,762.965   MT  0.99999090   +2 00 58.5
 NM1864;SPC SD S     -   210,395.96  2,751,841.49   sFT  0.99999090   +2 00 58.5
 NM1864;UTM  14      - 4,747,911.546   629,818.399   MT  0.99980733   +1 04 53.5
 NM1864
 NM1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2981847911(NAD 83)
 NM1864
 NM1864                          SUPERSEDED SURVEY CONTROL
 NM1864
 NM1864  NAD 83(1995)-  42 52 21.97263(N)    097 24 38.12543(W) AD(       ) 3
 NM1864  NAD 83(1986)-  42 52 21.98144(N)    097 24 38.11605(W) AD(       ) 3
 NM1864  NAD 27      -  42 52 21.99400(N)    097 24 36.90700(W) AD(       ) 3
 NM1864
 NM1864.Superseded values are not recommended for survey control.
 NM1864
 NM1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1864.See file dsdata.pdf to determine how the superseded data were derived.
 NM1864
 NM1864_MARKER: 63 = STACK
 NM1864
 NM1864  HISTORY     - Date     Condition        Report By
 NM1864  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1864
 NM1864                          STATION DESCRIPTION
 NM1864
 NM1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1864'THE STATION IS LOCATED ON THE GROUNDS OF THE SACRED HEART
 NM1864'HOSPITAL IN THE TOWN OF YANKTON.  IT IS THE NORTHERN-MOST
 NM1864'OF 2 IDENTICAL STACKS.  IT IS A CONCRETE STRUCTURE ABOUT
 NM1864'110 FEET HIGH AND 10 FEET IN DIAMETER AT THE BASE.  IT IS
 NM1864'PAINTED WHITE, WITH A BLACK RING AROUND THE TOP.
 NM1864'
 NM1864'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1866 ***********************************************************************
 NM1866  DESIGNATION -  YANKTON SAC HEART HOSP PWR STK
 NM1866  PID         -  NM1866
 NM1866  STATE/COUNTY-  SD/YANKTON
 NM1866  COUNTRY     -  US
 NM1866  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1866
 NM1866                         *CURRENT SURVEY CONTROL
 NM1866  ______________________________________________________________________
 NM1866* NAD 83(1996) POSITION- 42 52 15.99802(N) 097 24 30.36504(W)   ADJUSTED
 NM1866  ______________________________________________________________________
 NM1866  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 NM1866  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 NM1866  HORZ ORDER      -  THIRD
 NM1866
 NM1866.The horizontal coordinates were established by classical geodetic methods
 NM1866.and adjusted by the National Geodetic Survey in January 1998.
 NM1866
 NM1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1866.GEOID18 height accuracy estimate available here.
 NM1866
 NM1866.Click photographs - Photos may exist for this station.
 NM1866
 NM1866.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1866
 NM1866. The following values were computed from the NAD 83(1996) position.
 NM1866
 NM1866;                    North         East     Units Scale Factor Converg.
 NM1866;SPC SD S     -    63,950.766   838,945.483   MT  0.99999127   +2 01 03.9
 NM1866;SPC SD S     -   209,811.80  2,752,440.31   sFT  0.99999127   +2 01 03.9
 NM1866;UTM  14      - 4,747,730.575   629,997.956   MT  0.99980790   +1 04 58.7
 NM1866
 NM1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2999747730(NAD 83)
 NM1866
 NM1866                          SUPERSEDED SURVEY CONTROL
 NM1866
 NM1866  NAD 83(1995)-  42 52 15.99804(N)    097 24 30.36503(W) AD(       ) 3
 NM1866  NAD 83(1986)-  42 52 16.00684(N)    097 24 30.35568(W) AD(       ) 3
 NM1866  NAD 27      -  42 52 16.02000(N)    097 24 29.14700(W) AD(       ) 3
 NM1866
 NM1866.Superseded values are not recommended for survey control.
 NM1866
 NM1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1866.See file dsdata.pdf to determine how the superseded data were derived.
 NM1866
 NM1866_MARKER: 63 = STACK
 NM1866
 NM1866  HISTORY     - Date     Condition        Report By
 NM1866  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1866
 NM1866                          STATION DESCRIPTION
 NM1866
 NM1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1866'THE STATION IS LOCATED IN THE TOWN OF YANKTON, ON THE GROUNDS
 NM1866'OF THE SACRED HEART HOSPITAL.  IT IS THE SOUTHERN-MOST OF
 NM1866'2 IDENTICAL STACKS.  IT IS A CONCRETE STRUCTURE ABOUT 110
 NM1866'FEET HIGH AND 10 FEET IN DIAMETER AT THE BASE.  IT IS PAINTED
 NM1866'WHITE WITH A BLACK RING AROUND THE TOP.
 NM1866'
 NM1866'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1867 ***********************************************************************
 NM1867  DESIGNATION -  YANKTON SAC HEART HOSP STEEPLE
 NM1867  PID         -  NM1867
 NM1867  STATE/COUNTY-  SD/YANKTON
 NM1867  COUNTRY     -  US
 NM1867  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1867
 NM1867                         *CURRENT SURVEY CONTROL
 NM1867  ______________________________________________________________________
 NM1867* NAD 83(1996) POSITION- 42 52 18.66230(N) 097 24 36.44727(W)   ADJUSTED
 NM1867  ______________________________________________________________________
 NM1867  GEOID HEIGHT    -        -25.590 (meters)                     GEOID18
 NM1867  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 NM1867  HORZ ORDER      -  THIRD
 NM1867
 NM1867.The horizontal coordinates were established by classical geodetic methods
 NM1867.and adjusted by the National Geodetic Survey in January 1998.
 NM1867
 NM1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1867.GEOID18 height accuracy estimate available here.
 NM1867
 NM1867.Click photographs - Photos may exist for this station.
 NM1867
 NM1867.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1867
 NM1867. The following values were computed from the NAD 83(1996) position.
 NM1867
 NM1867;                    North         East     Units Scale Factor Converg.
 NM1867;SPC SD S     -    64,028.071   838,804.625   MT  0.99999110   +2 00 59.7
 NM1867;SPC SD S     -   210,065.43  2,751,978.17   sFT  0.99999110   +2 00 59.7
 NM1867;UTM  14      - 4,747,810.152   629,858.403   MT  0.99980746   +1 04 54.6
 NM1867
 NM1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2985847810(NAD 83)
 NM1867
 NM1867                          SUPERSEDED SURVEY CONTROL
 NM1867
 NM1867  NAD 83(1995)-  42 52 18.66233(N)    097 24 36.44726(W) AD(       ) 3
 NM1867  NAD 83(1986)-  42 52 18.67114(N)    097 24 36.43792(W) AD(       ) 3
 NM1867  NAD 27      -  42 52 18.68500(N)    097 24 35.23100(W) AD(       ) 3
 NM1867
 NM1867.Superseded values are not recommended for survey control.
 NM1867
 NM1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1867.See file dsdata.pdf to determine how the superseded data were derived.
 NM1867
 NM1867_MARKER: 89 = SPIRE
 NM1867
 NM1867  HISTORY     - Date     Condition        Report By
 NM1867  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1867
 NM1867                          STATION DESCRIPTION
 NM1867
 NM1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1867'THE STATION IS LOCATED ON THE GROUNDS OF THE SACRED HEART
 NM1867'HOSPITAL, IN THE TOWN OF YANKTON.  IT IS A STEEPLE, ABOUT
 NM1867'30 FEET HIGH, AND IS SET ON TOP OF, AND IN THE CENTER OF
 NM1867'A LARGE, SHINGLE ROOFED, BRICK BUILDING.  IT IS PAINTED
 NM1867'BLACK.
 NM1867'
 NM1867'THE POINT INTERSECTED WAS A SMALL CROSS ON THE TOP OF THE
 NM1867'STEEPLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1871 ***********************************************************************
 NM1871  DESIGNATION -  YANKTON SACRED HEART CATH CH
 NM1871  PID         -  NM1871
 NM1871  STATE/COUNTY-  SD/YANKTON
 NM1871  COUNTRY     -  US
 NM1871  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1871
 NM1871                         *CURRENT SURVEY CONTROL
 NM1871  ______________________________________________________________________
 NM1871* NAD 83(1996) POSITION- 42 52 21.22494(N) 097 23 26.83528(W)   ADJUSTED
 NM1871  ______________________________________________________________________
 NM1871  GEOID HEIGHT    -        -25.591 (meters)                     GEOID18
 NM1871  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 NM1871  HORZ ORDER      -  THIRD
 NM1871
 NM1871.The horizontal coordinates were established by classical geodetic methods
 NM1871.and adjusted by the National Geodetic Survey in January 1998.
 NM1871
 NM1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1871.GEOID18 height accuracy estimate available here.
 NM1871
 NM1871.Click photographs - Photos may exist for this station.
 NM1871
 NM1871.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1871
 NM1871. The following values were computed from the NAD 83(1996) position.
 NM1871
 NM1871;                    North         East     Units Scale Factor Converg.
 NM1871;SPC SD S     -    64,162.881   840,380.828   MT  0.99999094   +2 01 47.7
 NM1871;SPC SD S     -   210,507.72  2,757,149.43   sFT  0.99999094   +2 01 47.7
 NM1871;UTM  14      - 4,747,919.209   631,436.310   MT  0.99981253   +1 05 42.1
 NM1871
 NM1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3143647919(NAD 83)
 NM1871
 NM1871                          SUPERSEDED SURVEY CONTROL
 NM1871
 NM1871  NAD 83(1995)-  42 52 21.22496(N)    097 23 26.83527(W) AD(       ) 3
 NM1871  NAD 83(1986)-  42 52 21.23365(N)    097 23 26.82611(W) AD(       ) 3
 NM1871  NAD 27      -  42 52 21.24600(N)    097 23 25.61800(W) AD(       ) 3
 NM1871
 NM1871.Superseded values are not recommended for survey control.
 NM1871
 NM1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1871.See file dsdata.pdf to determine how the superseded data were derived.
 NM1871
 NM1871_MARKER: 91 = CHURCH CROSS
 NM1871
 NM1871  HISTORY     - Date     Condition        Report By
 NM1871  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1871
 NM1871                          STATION DESCRIPTION
 NM1871
 NM1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1871'THE STATION IS LOCATED IN THE TOWN OF YANKTON, 2 BLOCKS
 NM1871'EAST AND 1 BLOCK NORTH OF THE POST OFFICE.  IT IS A BLACK
 NM1871'STEEPLE ON THE TOP OF A LARGE BRICK BUILDING AND IS ABOUT
 NM1871'150 FEET HIGH.
 NM1871'
 NM1871'THE POINT INTERSECTED WAS A CROSS ON THE TOP OF THE STEEPLE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1870 ***********************************************************************
 NM1870  DESIGNATION -  YANKTON TOLL BRIDGE
 NM1870  PID         -  NM1870
 NM1870  STATE/COUNTY-  SD/YANKTON
 NM1870  COUNTRY     -  US
 NM1870  USGS QUAD   -  GAVINS POINT DAM (2017)
 NM1870
 NM1870                         *CURRENT SURVEY CONTROL
 NM1870  ______________________________________________________________________
 NM1870* NAD 83(1996) POSITION- 42 51 55.16312(N) 097 23 38.32506(W)   ADJUSTED
 NM1870  ______________________________________________________________________
 NM1870  GEOID HEIGHT    -        -25.585 (meters)                     GEOID18
 NM1870  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 NM1870  HORZ ORDER      -  THIRD
 NM1870
 NM1870.The horizontal coordinates were established by classical geodetic methods
 NM1870.and adjusted by the National Geodetic Survey in January 1998.
 NM1870
 NM1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1870.GEOID18 height accuracy estimate available here.
 NM1870
 NM1870.Click photographs - Photos may exist for this station.
 NM1870
 NM1870.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1870
 NM1870. The following values were computed from the NAD 83(1996) position.
 NM1870
 NM1870;                    North         East     Units Scale Factor Converg.
 NM1870;SPC SD S     -    63,349.933   840,148.665   MT  0.99999258   +2 01 39.8
 NM1870;SPC SD S     -   207,840.57  2,756,387.75   sFT  0.99999258   +2 01 39.8
 NM1870;UTM  14      - 4,747,110.303   631,190.957   MT  0.99981174   +1 05 33.7
 NM1870
 NM1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3119047110(NAD 83)
 NM1870
 NM1870                          SUPERSEDED SURVEY CONTROL
 NM1870
 NM1870  NAD 83(1995)-  42 51 55.16315(N)    097 23 38.32504(W) AD(       ) 3
 NM1870  NAD 83(1986)-  42 51 55.17175(N)    097 23 38.31596(W) AD(       ) 3
 NM1870  NAD 27      -  42 51 55.17900(N)    097 23 37.09900(W) AD(       ) 3
 NM1870
 NM1870.Superseded values are not recommended for survey control.
 NM1870
 NM1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1870.See file dsdata.pdf to determine how the superseded data were derived.
 NM1870
 NM1870
 NM1870  HISTORY     - Date     Condition        Report By
 NM1870  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1870
 NM1870                          STATION DESCRIPTION
 NM1870
 NM1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1870'THE STATION IS LOCATED AT THE SOUTH EDGE OF YANKTON.  IT
 NM1870'IS A LARGE STEEL STRUCTURE WHICH CROSSES THE MISSOURI RIVER.
 NM1870'
 NM1870'THE POINT INTERSECTED WAS THE CENTER OF THE SOUTHEAST BALANCE
 NM1870'WHEEL (SOUTHEAST OF 4).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1997 ***********************************************************************
 NM1997  DESIGNATION -  YKN AP STA B2
 NM1997  PID         -  NM1997
 NM1997  STATE/COUNTY-  SD/YANKTON
 NM1997  COUNTRY     -  US
 NM1997  USGS QUAD   -  YANKTON (2017)
 NM1997
 NM1997                         *CURRENT SURVEY CONTROL
 NM1997  ______________________________________________________________________
 NM1997* NAD 83(2011) POSITION- 42 55 23.03542(N) 097 23 32.35165(W)   ADJUSTED
 NM1997* NAD 83(2011) ELLIP HT-   371.132 (meters)        (06/27/12)   ADJUSTED
 NM1997* NAD 83(2011) EPOCH   -  2010.00
 NM1997* NAVD 88 ORTHO HEIGHT -   396.8   (meters)     1302.    (feet) GPS OBS
 NM1997  ______________________________________________________________________
 NM1997  NAVD 88 orthometric height was determined with geoid model    GEOID99
 NM1997  GEOID HEIGHT    -        -25.592 (meters)                     GEOID99
 NM1997  GEOID HEIGHT    -        -25.636 (meters)                     GEOID18
 NM1997  NAD 83(2011) X  -   -601,890.372 (meters)                     COMP
 NM1997  NAD 83(2011) Y  - -4,639,167.800 (meters)                     COMP
 NM1997  NAD 83(2011) Z  -  4,321,499.847 (meters)                     COMP
 NM1997  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 NM1997
 NM1997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1997  Standards:
 NM1997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1997  -------------------------------------------------------------------
 NM1997  NETWORK    1.28   2.88           0.60   0.40   1.47     -0.22694236
 NM1997  -------------------------------------------------------------------
 NM1997  Click here for local accuracies and other accuracy information.
 NM1997
 NM1997.This mark is at Chan Gurney Municipal Airport (YKN)
 NM1997
 NM1997.The horizontal coordinates were established by GPS observations
 NM1997.and adjusted by the National Geodetic Survey in June 2012.
 NM1997
 NM1997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1997.been affixed to the stable North American tectonic plate. See 
 NM1997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1997
 NM1997.The horizontal coordinates are valid at the epoch date displayed above
 NM1997.which is a decimal equivalence of Year/Month/Day.
 NM1997
 NM1997.The orthometric height was determined by GPS observations and a
 NM1997.high-resolution geoid model.
 NM1997
 NM1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1997.GEOID18 height accuracy estimate available here.
 NM1997
 NM1997.Click photographs - Photos may exist for this station.
 NM1997
 NM1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1997
 NM1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1997
 NM1997.The ellipsoidal height was determined by GPS observations
 NM1997.and is referenced to NAD 83.
 NM1997
 NM1997. The following values were computed from the NAD 83(2011) position.
 NM1997
 NM1997;                    North         East     Units Scale Factor Converg.
 NM1997;SPC SD S     -    69,765.254   840,057.080   MT  0.99997996   +2 01 43.9
 NM1997;SPC SD S     -   228,888.17  2,756,087.27   sFT  0.99997996   +2 01 43.9
 NM1997;UTM  14      - 4,753,525.146   631,204.005   MT  0.99981178   +1 05 42.0
 NM1997
 NM1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1997!SPC SD S     -   0.99994180  x   0.99997996  =   0.99992176
 NM1997!UTM  14      -   0.99994180  x   0.99981178  =   0.99975359
 NM1997
 NM1997:                Primary Azimuth Mark                     Grid Az
 NM1997:SPC SD S     -  YKN ARP 2                                143 07 08.5
 NM1997:UTM  14      -  YKN ARP 2                                144 03 10.4
 NM1997
 NM1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3120453525(NAD 83)
 NM1997
 NM1997|---------------------------------------------------------------------|
 NM1997| PID    Reference Object                     Distance      Geod. Az  |
 NM1997|                                                           dddmmss.s |
 NM1997| NM1998 YKN ARP 2                           APPROX. 0.8 KM 1450852.4 |
 NM1997|---------------------------------------------------------------------|
 NM1997
 NM1997                          SUPERSEDED SURVEY CONTROL
 NM1997
 NM1997  NAD 83(2007)-  42 55 23.03540(N)    097 23 32.35248(W) AD(2002.00) 0
 NM1997  ELLIP H (02/10/07)  371.160  (m)                       GP(2002.00)    
 NM1997  ELLIP H (03/16/99)  371.210  (m)                       GP(       ) 4 1
 NM1997  NAD 83(1996)-  42 55 23.03494(N)    097 23 32.35078(W) AD(       ) 2
 NM1997  ELLIP H (01/23/98)  371.207  (m)                       GP(       ) 4 1
 NM1997  NAD 83(1995)-  42 55 23.03535(N)    097 23 32.35060(W) AD(       ) 2
 NM1997  NAD 83(1986)-  42 55 23.04494(N)    097 23 32.34147(W) AD(       ) 2
 NM1997  NGVD 29             396.57   (m)         1301.1    (f) LEVELING    3  
 NM1997
 NM1997.Superseded values are not recommended for survey control.
 NM1997
 NM1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1997.See file dsdata.pdf to determine how the superseded data were derived.
 NM1997
 NM1997_MARKER: DT = TOPOGRAPHIC STATION DISK
 NM1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1997_STAMPING: YKN AP STA B2 1968
 NM1997_MARK LOGO: CGS
 NM1997_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1997+STABILITY: SURFACE MOTION
 NM1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1997+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 NM1997
 NM1997  HISTORY     - Date     Condition        Report By
 NM1997  HISTORY     - 1968     MONUMENTED       CGS
 NM1997  HISTORY     - 19910823 GOOD             NGS
 NM1997  HISTORY     - 19921030 GOOD
 NM1997  HISTORY     - 19960502 GOOD             NGS
 NM1997  HISTORY     - 20000628 GOOD             NGS
 NM1997  HISTORY     - 20120326 MARK NOT FOUND   INDIV
 NM1997
 NM1997                          STATION DESCRIPTION
 NM1997
 NM1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NM1997'STATION IS LOCATED NORTHEAST OF RUNWAY 13 ON THE CHAN GURNEY MUNICIPAL
 NM1997'AIRPORT NORTH OF THE CITY OF YANKTON, SD.
 NM1997'FROM THE RAMP AREA PROCEED NORTHWEST VIA THE TAXIWAY PARALLEL TO
 NM1997'RUNWAY 13/31 CROSSING RUNWAY 1/19 TO RUNWAY ENND 13.  CROSS RUNWAY TO
 NM1997'STATION WHICH IS ABOUT 700 FT (213.36 M) SOUTHEAST OF THE END OF
 NM1997'RUNWAY PAVING.
 NM1997'IT IS 125.0 FT (38.10 M) NORTHEAST OF THE CENTERLINE OF THE RUNWAY AND
 NM1997'74.9 FT (22.83 M) NORTHEAST OF THE CORNER FORMED BY THE JUNCTION OF
 NM1997'NEWER AND OLDER CONCRETE.
 NM1997
 NM1997                          STATION RECOVERY (1991)
 NM1997
 NM1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NM1997'THE STATION IS LOCATED ABOUT 700 FEET (213.4 M) SOUTHEAST OF THE NORTH
 NM1997'END OF RUNWAY 13-31,125.0 FEET NORTHEAST OF THE RUNWAY CENTERLINE AND
 NM1997'OLD END AND 74.9 FEET (22.8 M) NORTHEAST OF THE OLD NORTHEAST CORNER
 NM1997'OF THE RUNWAY.  THE STATIION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP
 NM1997'1968 STA B2 YKN SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 NM1997'THE GROUND.
 NM1997
 NM1997                          STATION RECOVERY (1992)
 NM1997
 NM1997'RECOVERED 1992
 NM1997'RECOVERED IN GOOD CONDITION.
 NM1997
 NM1997                          STATION RECOVERY (1996)
 NM1997
 NM1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1997'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF YANKTON, AT THE CHAN
 NM1997'GURNEY MUNICIPAL AIRPORT, 0.25 MILES (0.40 KM) SOUTHEAST OF RUNWAY 31.
 NM1997'OWNERSHIP--CITY OF YANKTON, 702 EAST 31ST ST, YANKTON SD 57078. THE
 NM1997'AIRPORT MANAGER IS M.D. VAN GERPEN, PHONE 605-665-3473.  NOTE--
 NM1997'PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE
 NM1997'STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 NORTH, STATE HIGHWAY 50,
 NM1997'AND 31ST STREET NEXT TO A CHEVROLET DEALERSHIP IN YANKTON, GO EAST ON
 NM1997'31ST STREET FOR 0.75 MI (1.21 KM) TO A ROAD ON THE LEFT.  TURN LEFT
 NM1997'THEN RIGHT FOR 0.05 MI (0.08 KM) TO AN ELECTRIC GATE.  PASS THROUGH
 NM1997'GATE, TURN LEFT, NORTHEAST ON APRON FOR 0.15 MI (0.24 KM) TO A TAXIWAY
 NM1997'ON THE LEFT.  TURN LEFT, NORTH ON TAXIWAY AND GO 1.2 MI (1.9 KM) TO
 NM1997'THE END OF RUNWAY 13.  CROSS OVER RUNWAY, TURN RIGHT, SOUTHEAST FOR
 NM1997'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE STATION IS ABOUT
 NM1997'700.0 FT (213.4 M) SOUTHEAST OF THE END OF RUNWAY PAVEMENT, 198.0 FT
 NM1997'(60.4 M) SOUTHEAST OF A VASI LIGHT, 125.0 FT (38.1 M) NORTHEAST OF THE
 NM1997'CENTERLINE OF THE RUNWAY AND 74.9 FT (22.8 M) NORTHEAST OF THE CORNER
 NM1997'FORMED BY THE JUNCTION OF NEWER AND OLDER CONCRETE.
 NM1997
 NM1997                          STATION RECOVERY (2000)
 NM1997
 NM1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NM1997'RECOVERED AS DESCRIBED WITH NEW OWNERSHIP INFORMATION AND A NEW TO
 NM1997'REACH.  OWNERSHIP--CITY OF YANKTON, AIRPORT MANAGER JACOB HOFFNER, PO
 NM1997'BOX 901, YANKTON, SD 57078.  THE PHONE NUMBER IS (605) 661-7525.
 NM1997'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 81 NORTH,
 NM1997'STATE HIGHWAY 50 WEST AND 31ST STREET, GO EAST FOR 0.75 MI (1.21 KM)
 NM1997'ON THE STREET TO AN AIRPORT ENTRANCE ROAD LEFT, TURN LEFT AND GO NORTH
 NM1997'THEN EAST FOR 0.05 MI (0.08 KM) ON THE ROAD AND A DRIVE TO AN ELECTRIC
 NM1997'GATE, PASS THRU THE GATE AND GO NORTHERLY FOR 0.15 MI (0.24 KM) ACROSS
 NM1997'THE RAMP AND ON TAXIWAY A TO RUNWAY END 31, TURN LEFT AND GO NORTH FOR
 NM1997'1.0 MI (1.6 KM) ALONG THE RUNWAY TO THE STATION ON THE RIGHT BEFORE
 NM1997'REACHING THE NORTHERN MOST 1 OF 2 SETS OF VASIS ON THE RIGHT.
 NM1997
 NM1997                          STATION RECOVERY (2012)
 NM1997
 NM1997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1997'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1998 ***********************************************************************
 NM1998  SACS        -  This is a Secondary Airport Control Station.
 NM1998  DESIGNATION -  YKN ARP 2
 NM1998  PID         -  NM1998
 NM1998  STATE/COUNTY-  SD/YANKTON
 NM1998  COUNTRY     -  US
 NM1998  USGS QUAD   -  YANKTON (2017)
 NM1998
 NM1998                         *CURRENT SURVEY CONTROL
 NM1998  ______________________________________________________________________
 NM1998* NAD 83(2011) POSITION- 42 55 01.39899(N) 097 23 11.85257(W)   ADJUSTED
 NM1998* NAD 83(2011) ELLIP HT-   364.708 (meters)        (06/27/12)   ADJUSTED
 NM1998* NAD 83(2011) EPOCH   -  2010.00
 NM1998* NAVD 88 ORTHO HEIGHT -   390.35  (meters)     1280.7   (feet) GPS OBS
 NM1998  ______________________________________________________________________
 NM1998  NAVD 88 orthometric height was determined with geoid model    GEOID99
 NM1998  GEOID HEIGHT    -        -25.586 (meters)                     GEOID99
 NM1998  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 NM1998  NAD 83(2011) X  -   -601,487.170 (meters)                     COMP
 NM1998  NAD 83(2011) Y  - -4,639,673.851 (meters)                     COMP
 NM1998  NAD 83(2011) Z  -  4,321,006.506 (meters)                     COMP
 NM1998  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 NM1998
 NM1998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1998  Standards:
 NM1998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1998  -------------------------------------------------------------------
 NM1998  NETWORK    0.97   3.08           0.45   0.32   1.57     -0.11864367
 NM1998  -------------------------------------------------------------------
 NM1998  Click here for local accuracies and other accuracy information.
 NM1998
 NM1998.This mark is at Chan Gurney Municipal Airport (YKN)
 NM1998
 NM1998.The horizontal coordinates were established by GPS observations
 NM1998.and adjusted by the National Geodetic Survey in June 2012.
 NM1998
 NM1998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1998.been affixed to the stable North American tectonic plate. See 
 NM1998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1998
 NM1998.The horizontal coordinates are valid at the epoch date displayed above
 NM1998.which is a decimal equivalence of Year/Month/Day.
 NM1998
 NM1998.The orthometric height was determined by GPS observations and a
 NM1998.high-resolution geoid model.
 NM1998
 NM1998.GPS derived orthometric heights for airport stations designated as
 NM1998.PACS or SACS are published to 2 decimal places.  This maintains
 NM1998.centimeter relative accuracy between the PACS and SACS.  It does
 NM1998.not indicate centimeter accuracy relative to other marks which are
 NM1998.part of the published vertical control network.
 NM1998
 NM1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1998.GEOID18 height accuracy estimate available here.
 NM1998
 NM1998.Click photographs - Photos may exist for this station.
 NM1998
 NM1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1998
 NM1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1998
 NM1998.The ellipsoidal height was determined by GPS observations
 NM1998.and is referenced to NAD 83.
 NM1998
 NM1998. The following values were computed from the NAD 83(2011) position.
 NM1998
 NM1998;                    North         East     Units Scale Factor Converg.
 NM1998;SPC SD S     -    69,114.490   840,545.350   MT  0.99998123   +2 01 58.1
 NM1998;SPC SD S     -   226,753.12  2,757,689.20   sFT  0.99998123   +2 01 58.1
 NM1998;UTM  14      - 4,752,866.620   631,681.523   MT  0.99981332   +1 05 55.6
 NM1998
 NM1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1998!SPC SD S     -   0.99994281  x   0.99998123  =   0.99992404
 NM1998!UTM  14      -   0.99994281  x   0.99981332  =   0.99975614
 NM1998
 NM1998:                Primary Azimuth Mark                     Grid Az
 NM1998:SPC SD S     -  YKN AP STA B2                            323 07 08.3
 NM1998:UTM  14      -  YKN AP STA B2                            324 03 10.8
 NM1998
 NM1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3168152866(NAD 83)
 NM1998
 NM1998|---------------------------------------------------------------------|
 NM1998| PID    Reference Object                     Distance      Geod. Az  |
 NM1998|                                                           dddmmss.s |
 NM1998| NM1997 YKN AP STA B2                       APPROX. 0.8 KM 3250906.4 |
 NM1998|---------------------------------------------------------------------|
 NM1998
 NM1998                          SUPERSEDED SURVEY CONTROL
 NM1998
 NM1998  NAD 83(2007)-  42 55 01.39897(N)    097 23 11.85341(W) AD(2002.00) 0
 NM1998  ELLIP H (02/10/07)  364.736  (m)                       GP(2002.00)    
 NM1998  NAD 83(1995)-  42 55 01.39883(N)    097 23 11.85311(W) AD(       ) 1
 NM1998  ELLIP H (07/24/00)  364.764  (m)                       GP(       ) 4 2
 NM1998  ELLIP H (03/16/99)  364.775  (m)                       GP(       ) 4 1
 NM1998  NAD 83(1996)-  42 55 01.39845(N)    097 23 11.85180(W) AD(       ) 2
 NM1998  ELLIP H (01/23/98)  364.773  (m)                       GP(       ) 4 1
 NM1998  NAD 83(1995)-  42 55 01.39889(N)    097 23 11.85162(W) AD(       ) 2
 NM1998  NAD 83(1986)-  42 55 01.40842(N)    097 23 11.84231(W) AD(       ) 2
 NM1998  NGVD 29             390.14   (m)         1280.0    (f) LEVELING    3  
 NM1998
 NM1998.Superseded values are not recommended for survey control.
 NM1998
 NM1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1998.See file dsdata.pdf to determine how the superseded data were derived.
 NM1998
 NM1998_MARKER: DT = TOPOGRAPHIC STATION DISK
 NM1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1998_STAMPING: ARP 2 YKN 1968
 NM1998_MARK LOGO: CGS
 NM1998_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1998+STABILITY: SURFACE MOTION
 NM1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1998+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 NM1998
 NM1998  HISTORY     - Date     Condition        Report By
 NM1998  HISTORY     - 1968     MONUMENTED       CGS
 NM1998  HISTORY     - 19910823 GOOD             NGS
 NM1998  HISTORY     - 19921030 GOOD
 NM1998  HISTORY     - 20000628 GOOD             NGS
 NM1998  HISTORY     - 20120326 POOR             INDIV
 NM1998
 NM1998                          STATION DESCRIPTION
 NM1998
 NM1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NM1998'STATION IS LOCATED NEAR THE MID-SECTION OF THE CHAN GURNEY MUNICIPAL
 NM1998'AIRPORT NORTH OF THE CITY OF YANKTON, SD.
 NM1998'FROM THE TERMINAL AREA PROCEED NORTHWEST VIA THE TAXIWAY RUNNING
 NM1998'PARALLEL TO RUNWAY 13/31 ACROSS RUNWAY 1/19 TO THE STATION BETWEEN
 NM1998'THE PARALLEL TAXIWAY AND RUNWAY 13/31.
 NM1998'IT IS 150.1 FT (45.75 M) NORTHWEST OF THE FIFTH RUNWAY LIGHT (SHOWS
 NM1998'WHITE)NORTHWEST OF THE INTERSECTION OF RUNWAYS, 126.0 FT (38.40 M)
 NM1998'SOUTHWEST OF THE CENTERLINE OF RUNWAY 13/31 AND 82.8 FT (25.24 M)
 NM1998'SOUTHWEST OF THE SIXTH RUNWAY LIGHT FROM THE RUNWAY INTERSECTION.
 NM1998
 NM1998                          STATION RECOVERY (1991)
 NM1998
 NM1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NM1998'THE STATION IS LOCATED NEAR THE MIDPOINT OF RUNWAY 13-31, 150.1 FEET
 NM1998'(45.8 M) NORTHWEST OF THE 5TH RUNWAY LIGHT NORTHWEST OF THE
 NM1998'INTERSECTION OF RUNWAY 13-31 AND 1-19, 126.0 FEET (38.4 M) SOUTHWEST
 NM1998'OF THE RUNWAY CENTERLINE, AND 92.8 FEET (28.3 M) SOUTHWEST OF THE 6TH
 NM1998'RUNWAY LIGHT NORTHWEST OF THE INTERSECTION OF THE RUNWAYS.  THE
 NM1998'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE
 NM1998'POST FLUSH WITH THE GROUND AND STAMPED ARP 2 YKN 1968.
 NM1998
 NM1998                          STATION RECOVERY (1992)
 NM1998
 NM1998'RECOVERED 1992
 NM1998'RECOVERED IN GOOD CONDITION.
 NM1998
 NM1998                          STATION RECOVERY (2000)
 NM1998
 NM1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NM1998'RECOVERED AS DESCRIBED WITH NEW OWNERSHIP INFORMATION AND A NEW TO
 NM1998'REACH.  OWNERSHIP--CITY OF YANKTON, AIRPORT MANAGER JACOB HOFFNER, PO
 NM1998'BOX 901, YANKTON, SD 57078.  THE PHONE NUMBER IS (605) 661-7525.
 NM1998'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 81 NORTH,
 NM1998'STATE HIGHWAY 50 EAST AND 31ST STREET, GO EAST FOR 0.75 MI (1.21 KM)
 NM1998'ON THE STREET TO AN AIRPORT ENTRANCE ROAD LEFT, TURN LEFT AND GO NORTH
 NM1998'THEN EAST FOR 0.05 MI (0.08 KM) ON THE STREET AND A DRIVE TO AN
 NM1998'ELECTRIC GATE, PASS THRU THE GATE AND GO NORTHERLY FOR 0.6 MI (1.0 KM)
 NM1998'ACCROSS A RAMP AND ON TAXIWAY A TO THE STATION AND THE VOR ON THE
 NM1998'RIGHT.
 NM1998'NOTE--THIS STATION HAS BEEN DESIGNATED AS A SACS.
 NM1998
 NM1998                          STATION RECOVERY (2012)
 NM1998
 NM1998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1998'DAMAGED TO THE SIDE
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1999 ***********************************************************************
 NM1999  DESIGNATION -  YKN C
 NM1999  PID         -  NM1999
 NM1999  STATE/COUNTY-  SD/YANKTON
 NM1999  COUNTRY     -  US
 NM1999  USGS QUAD   -  YANKTON (2017)
 NM1999
 NM1999                         *CURRENT SURVEY CONTROL
 NM1999  ______________________________________________________________________
 NM1999* NAD 83(2011) POSITION- 42 54 39.39411(N) 097 22 49.22085(W)   ADJUSTED
 NM1999* NAD 83(2011) ELLIP HT-   361.492 (meters)        (06/27/12)   ADJUSTED
 NM1999* NAD 83(2011) EPOCH   -  2010.00
 NM1999* NAVD 88 ORTHO HEIGHT -   387.1   (meters)     1270.    (feet) GPS OBS
 NM1999  ______________________________________________________________________
 NM1999  NAVD 88 orthometric height was determined with geoid model    GEOID99
 NM1999  GEOID HEIGHT    -        -25.579 (meters)                     GEOID99
 NM1999  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 NM1999  NAD 83(2011) X  -   -601,037.187 (meters)                     COMP
 NM1999  NAD 83(2011) Y  - -4,640,196.037 (meters)                     COMP
 NM1999  NAD 83(2011) Z  -  4,320,506.974 (meters)                     COMP
 NM1999  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 NM1999
 NM1999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NM1999  Standards:
 NM1999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NM1999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NM1999  -------------------------------------------------------------------
 NM1999  NETWORK    1.15   2.88           0.52   0.40   1.47     -0.07871446
 NM1999  -------------------------------------------------------------------
 NM1999  Click here for local accuracies and other accuracy information.
 NM1999
 NM1999.This mark is at Chan Gurney Municipal Airport (YKN)
 NM1999
 NM1999.The horizontal coordinates were established by GPS observations
 NM1999.and adjusted by the National Geodetic Survey in June 2012.
 NM1999
 NM1999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NM1999.been affixed to the stable North American tectonic plate. See 
 NM1999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NM1999
 NM1999.The horizontal coordinates are valid at the epoch date displayed above
 NM1999.which is a decimal equivalence of Year/Month/Day.
 NM1999
 NM1999.The orthometric height was determined by GPS observations and a
 NM1999.high-resolution geoid model.
 NM1999
 NM1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1999.GEOID18 height accuracy estimate available here.
 NM1999
 NM1999.Click photographs - Photos may exist for this station.
 NM1999
 NM1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1999
 NM1999.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1999
 NM1999.The ellipsoidal height was determined by GPS observations
 NM1999.and is referenced to NAD 83.
 NM1999
 NM1999. The following values were computed from the NAD 83(2011) position.
 NM1999
 NM1999;                    North         East     Units Scale Factor Converg.
 NM1999;SPC SD S     -    68,454.118   841,082.458   MT  0.99998253   +2 02 13.7
 NM1999;SPC SD S     -   224,586.55  2,759,451.36   sFT  0.99998253   +2 02 13.7
 NM1999;UTM  14      - 4,752,197.692   632,207.705   MT  0.99981503   +1 06 10.5
 NM1999
 NM1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1999!SPC SD S     -   0.99994331  x   0.99998253  =   0.99992584
 NM1999!UTM  14      -   0.99994331  x   0.99981503  =   0.99975835
 NM1999
 NM1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3220752197(NAD 83)
 NM1999
 NM1999|---------------------------------------------------------------------|
 NM1999| PID    Reference Object                     Distance      Geod. Az  |
 NM1999|                                                           dddmmss.s |
 NM1999| NM2096 YANK A                              331.180 METERS 13328     |
 NM1999|---------------------------------------------------------------------|
 NM1999
 NM1999                          SUPERSEDED SURVEY CONTROL
 NM1999
 NM1999  NAD 83(2007)-  42 54 39.39410(N)    097 22 49.22168(W) AD(2002.00) 0
 NM1999  ELLIP H (02/10/07)  361.521  (m)                       GP(2002.00)    
 NM1999  ELLIP H (03/16/99)  361.571  (m)                       GP(       ) 4 1
 NM1999  NAD 83(1996)-  42 54 39.39408(N)    097 22 49.22016(W) AD(       ) 2
 NM1999  ELLIP H (01/23/98)  361.569  (m)                       GP(       ) 4 1
 NM1999  NAD 83(1995)-  42 54 39.39436(N)    097 22 49.22001(W) AD(       ) 2
 NM1999  NAD 83(1986)-  42 54 39.40396(N)    097 22 49.21163(W) AD(       ) 2
 NM1999  NGVD 29             386.91   (m)         1269.4    (f) LEVELING    3  
 NM1999
 NM1999.Superseded values are not recommended for survey control.
 NM1999
 NM1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1999.See file dsdata.pdf to determine how the superseded data were derived.
 NM1999
 NM1999_MARKER: DD = SURVEY DISK
 NM1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1999_STAMPING: YKN C 1979
 NM1999_MARK LOGO: NOS
 NM1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1999+STABILITY: SURFACE MOTION
 NM1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1999+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 NM1999
 NM1999  HISTORY     - Date     Condition        Report By
 NM1999  HISTORY     - 1979     MONUMENTED       NOS
 NM1999  HISTORY     - 19910823 GOOD             NOS
 NM1999  HISTORY     - 19921031 GOOD
 NM1999  HISTORY     - 19960502 GOOD             NGS
 NM1999  HISTORY     - 20000628 GOOD             NGS
 NM1999  HISTORY     - 20120326 GOOD             INDIV
 NM1999
 NM1999                          STATION DESCRIPTION
 NM1999
 NM1999'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 NM1999'STATION IS LOCATED AT THE SOUTHEAST END OF THE CHAN GURNEY MUNICIPAL
 NM1999'AIRPORT LOCATED NORTH OF THE CITY OF YANKTON, SD.
 NM1999'FROM THE TERMINAL RAMP PROCEED SOUTHEAST VIA THE TAXIWAY RUNNING
 NM1999'PARALLEL TO RUNWAY 13/31 TO RUNWAY END 31 AND THE STATION SOUTH OF
 NM1999'THE TAXIWAY LEADING TO RUNWAY END 31 AND JUST SOUTHEAST OF A YELLOW
 NM1999'PAINT BAR ACROSS THE TAXIWAY.
 NM1999'IT IS 51.3 FT (15.64 M) SOUTH OF THE PAINTED BAR ACROSS THE TAXIWAY,
 NM1999'81.7 FT (24.90 M) SOUTH OF A CONCRETE CULVERT AT THE NORTH END OF A
 NM1999'DITCH, 46.3 FT (14.11 M) SOUTHEAST OF THE SOUTH EDGE OF THE TAXIWAY,
 NM1999'AND 39.9 FT (12.16 M) SOUTHEAST OF THE FOURTH TAXIWAY LIGHT (SHOWS
 NM1999'BLUE) SOUTHWEST OF THE RUNWAY END.
 NM1999
 NM1999                          STATION RECOVERY (1991)
 NM1999
 NM1999'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NM1999'THE STATION IS LOCATED NEAR RUNWAY END 81.  IT IS 51.3 FEET (15.6 M)
 NM1999'SOUTH OF THE HOLD BAR, 81.7 FEET (24.9 M) SOUTH OF A CONCRETE CULVERT
 NM1999'AT THE NORTH END OF A DITCH.  46.3 FEET (14.1 M) SE OF THE SOUTH EDGE
 NM1999'OF THE TAXIWAY, AND 39.9 FEET (12.2 M) SE OF THE 4TH TAXIWAY LIGHT SW
 NM1999'OF RUNWAY END 31.  THE STATION IS A STANDARD NOS DISK SET IN THE TOP
 NM1999'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED YKN C 1979.
 NM1999
 NM1999                          STATION RECOVERY (1992)
 NM1999
 NM1999'RECOVERED 1992
 NM1999'RECOVERED IN GOOD CONDITION.
 NM1999
 NM1999                          STATION RECOVERY (1996)
 NM1999
 NM1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1999'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF YANKTON, AT THE CHAN
 NM1999'GURNEY MUNICIPAL AIRPORT, 0.25 MILES (0.40 KM) SOUTHEAST OF RUNWAY 31.
 NM1999'OWNERSHIP--CITY OF YANKTON, 702 EAST 31ST ST, YANKTON SD 57078. THE
 NM1999'AIRPORT MANAGER IS M.D. VAN GERPEN, PHONE 605-665-3473.  NOTE--
 NM1999'PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE
 NM1999'STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 NORTH, STATE HIGHWAY 50,
 NM1999'AND 31ST STREET NEXT TO A CHEVROLET DEALERSHIP IN YANKTON, GO EAST ON
 NM1999'31ST STREET FOR 0.75 MI (1.21 KM) TO A ROAD ON THE LEFT.  TURN LEFT
 NM1999'THEN RIGHT FOR 0.05 MI (0.08 KM) TO AN ELECTRIC GATE.  PASS THROUGH
 NM1999'GATE, TURN LEFT, NORTHEAST ON APRON FOR 0.18 MI (0.29 KM) TO THE
 NM1999'STATION ON THE RIGHT.  THE STATION IS 81.7 FT (24.9 M) SOUTH OF A
 NM1999'CONCRETE CULVERT AT THE NORTH END OF A DITCH, 62.0 FT (18.9 M) SOUTH
 NM1999'OF THE PAINTED HOLD BAR ACROSS THE TAXIWAY, AND 47.1 FT (14.4 M)
 NM1999'SOUTHEAST OF THE SOUTH EDGE OF THE TAXIWAY.  THE STATION IS 3 CM BELOW
 NM1999'GROUND.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 NM1999
 NM1999                          STATION RECOVERY (2000)
 NM1999
 NM1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NM1999'RECOVERED AS DESCRIBED WITH NEW OWNERSHIP INFORMATION. OWNERSHIP--CITY
 NM1999'OF YANKTON, AIRPORT MANAGER JACOB HOFFNER, PO BOX 901, YANKTON, SD
 NM1999'57078.  PHONE NUMBER (605) 661-7525.
 NM1999
 NM1999                          STATION RECOVERY (2012)
 NM1999
 NM1999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM1999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM2138 ***********************************************************************
 NM2138  DESIGNATION -  YNK B
 NM2138  PID         -  NM2138
 NM2138  STATE/COUNTY-  SD/YANKTON
 NM2138  COUNTRY     -  US
 NM2138  USGS QUAD   -  YANKTON (2017)
 NM2138
 NM2138                         *CURRENT SURVEY CONTROL
 NM2138  ______________________________________________________________________
 NM2138* NAD 83(1986) POSITION- 42 54 52.     (N) 097 23 01.     (W)   SCALED
 NM2138* NAVD 88 ORTHO HEIGHT -   388.818 (meters)     1275.65  (feet) ADJUSTED
 NM2138  ______________________________________________________________________
 NM2138  GEOID HEIGHT    -        -25.629 (meters)                     GEOID18
 NM2138  DYNAMIC HEIGHT  -        388.706 (meters)     1275.28  (feet) COMP
 NM2138  MODELED GRAVITY -    980,319.9   (mgal)                       NAVD 88
 NM2138
 NM2138  VERT ORDER      -  FIRST     CLASS II
 NM2138
 NM2138.This mark is at Chan Gurney Municipal Airport (YKN)
 NM2138
 NM2138.The horizontal coordinates were scaled from a map and have
 NM2138.an estimated accuracy of +/- 6 seconds.
 NM2138
 NM2138.The orthometric height was determined by differential leveling and
 NM2138.adjusted by the NATIONAL GEODETIC SURVEY
 NM2138.in June 1994.
 NM2138
 NM2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM2138.GEOID18 height accuracy estimate available here.
 NM2138
 NM2138.Click photographs - Photos may exist for this station.
 NM2138
 NM2138.The dynamic height is computed by dividing the NAVD 88
 NM2138.geopotential number by the normal gravity value computed on the
 NM2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2138.degrees latitude (g = 980.6199 gals.).
 NM2138
 NM2138.The modeled gravity was interpolated from observed gravity values.
 NM2138
 NM2138;                    North         East    Units  Estimated Accuracy
 NM2138;SPC SD S     -    68,830.      840,800.      MT  (+/- 180 meters Scaled)
 NM2138
 NM2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN319525(NAD 83)
 NM2138
 NM2138                          SUPERSEDED SURVEY CONTROL
 NM2138
 NM2138.No superseded survey control is available for this station.
 NM2138
 NM2138_MARKER: DB = BENCH MARK DISK
 NM2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2138_STAMPING: YNK B
 NM2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2138+STABILITY: SURFACE MOTION
 NM2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2138+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2012
 NM2138
 NM2138  HISTORY     - Date     Condition        Report By
 NM2138  HISTORY     - UNK      MONUMENTED       SD3070
 NM2138  HISTORY     - 19930919 GOOD             NGS
 NM2138  HISTORY     - 20120326 GOOD             INDIV
 NM2138
 NM2138                          STATION DESCRIPTION
 NM2138
 NM2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2138'IN YANKTON, AT THE CHAN GURNEY MUNICIPAL AIRPORT, 39.3 M (128.9 FT)
 NM2138'SOUTHWEST OF THE CENTERLINE OF RUNWAY 1-19, 34.6 M (113.5 FT)
 NM2138'SOUTHEAST OF THE CENTERLINE OF RUNWAY 13-31, 23.3 M (76.4 FT) SOUTH
 NM2138'OF RUNWAY LIGHT 1-19, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NM2138'SURFACE.
 NM2138
 NM2138                          STATION RECOVERY (2012)
 NM2138
 NM2138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 NM2138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0648 ***********************************************************************
 PS0648  DESIGNATION -  YORK
 PS0648  PID         -  PS0648
 PS0648  STATE/COUNTY-  SD/HAND
 PS0648  COUNTRY     -  US
 PS0648  USGS QUAD   -  MILLER SE (2017)
 PS0648
 PS0648                         *CURRENT SURVEY CONTROL
 PS0648  ______________________________________________________________________
 PS0648* NAD 83(1996) POSITION- 44 33 21.44014(N) 098 52 01.82275(W)   ADJUSTED
 PS0648* NAVD 88 ORTHO HEIGHT -   452.    (meters)     1483.    (feet) SCALED
 PS0648  ______________________________________________________________________
 PS0648  GEOID HEIGHT    -        -24.639 (meters)                     GEOID18
 PS0648  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 PS0648  HORZ ORDER      -  FIRST
 PS0648
 PS0648.The horizontal coordinates were established by classical geodetic methods
 PS0648.and adjusted by the National Geodetic Survey in January 1998.
 PS0648
 PS0648.The orthometric height was scaled from a topographic map.
 PS0648
 PS0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0648.GEOID18 height accuracy estimate available here.
 PS0648
 PS0648.Click photographs - Photos may exist for this station.
 PS0648
 PS0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0648
 PS0648. The following values were computed from the NAD 83(1996) position.
 PS0648
 PS0648;                    North         East     Units Scale Factor Converg.
 PS0648;SPC SD N     -    80,929.171   690,001.948   MT  0.99997623   +0 48 06.3
 PS0648;SPC SD N     -   265,515.12  2,263,781.39   sFT  0.99997623   +0 48 06.3
 PS0648;UTM  14      - 4,933,633.200   510,549.344   MT  0.99960137   +0 05 35.5
 PS0648
 PS0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0648!SPC SD N     -   0.99993295  x   0.99997623  =   0.99990918
 PS0648!UTM  14      -   0.99993295  x   0.99960137  =   0.99953434
 PS0648
 PS0648:                Primary Azimuth Mark                     Grid Az
 PS0648:SPC SD N     -  YORK AZ MK                               165 24 44.7
 PS0648:UTM  14      -  YORK AZ MK                               166 07 15.5
 PS0648
 PS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1054933633(NAD 83)
 PS0648
 PS0648|---------------------------------------------------------------------|
 PS0648| PID    Reference Object                     Distance      Geod. Az  |
 PS0648|                                                           dddmmss.s |
 PS0648| PS0646 ST MICHAELS CATH CHURCH SPIRE       APPROX.20.6 KM 0131235.6 |
 PS0648| AB6198 YORK AZ MK                                         1661251.0 |
 PS0648| AB6200 YORK RM 1                            31.035 METERS 21915     |
 PS0648| PS0649 ST LAWRENCE MUNICIPAL TANK          APPROX. 7.2 KM 2321750.9 |
 PS0648| PS0651 MILLER MUNICIPAL TANK               APPROX.10.7 KM 2455912.6 |
 PS0648| AB6199 YORK RM 2                            25.660 METERS 31114     |
 PS0648| PS0660 CARLETON METH EPIS CH SPIRE         APPROX.26.6 KM 3544123.9 |
 PS0648|---------------------------------------------------------------------|
 PS0648
 PS0648                          SUPERSEDED SURVEY CONTROL
 PS0648
 PS0648  NAD 83(1986)-  44 33 21.43758(N)    098 52 01.82784(W) AD(       ) 1
 PS0648  NAD 27      -  44 33 21.50900(N)    098 52 00.46900(W) AD(       ) 1
 PS0648
 PS0648.Superseded values are not recommended for survey control.
 PS0648
 PS0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0648.See file dsdata.pdf to determine how the superseded data were derived.
 PS0648
 PS0648_MARKER: DS = TRIANGULATION STATION DISK
 PS0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0648_STAMPING: YORK 1934
 PS0648_MARK LOGO: CGS
 PS0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0648+STABILITY: SURFACE MOTION
 PS0648
 PS0648  HISTORY     - Date     Condition        Report By
 PS0648  HISTORY     - 1934     MONUMENTED       CGS
 PS0648  HISTORY     - 1940     GOOD             CGS
 PS0648  HISTORY     - 1951     GOOD             CGS
 PS0648  HISTORY     - 19941106 MARK NOT FOUND   NGS
 PS0648
 PS0648                          STATION DESCRIPTION
 PS0648
 PS0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0648'STATION IS LOCATED IN FARMYARD OF TED JENNER, NEAR SW CORNER OF
 PS0648'NW 1/4 OF SEC. 35, T 113 N, R 67 W, IN THE TOWNSHIP OF YORK.
 PS0648'MARK IS SET 55-1/2 FEET S BY E OF SE CORNER OF GARAGE, 40 FEET
 PS0648'SW OF SW CORNER OF BIG RED BARN.
 PS0648'
 PS0648'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PS0648'BRONZE DISKS SET IN CONCRETE.
 PS0648'
 PS0648'REFERENCE MARK NO. 1 IS SET IN W FENCE OF YARD, 40 FEET E OF
 PS0648'CENTER LINE OF ROAD, 45 FEET S OF CENTER LINE OF DRIVEWAY, AND
 PS0648'7 FEET S OF TELEPHONE POLE.
 PS0648'
 PS0648'REFERENCE MARK NO. 2 IS SET IN W FENCE OF YARD OF NW CORNER
 PS0648'OF YARD, 40 FEET E OF CENTER LINE OF ROAD, AND 31 FEET W OF SW
 PS0648'CORNER OF GARAGE.
 PS0648'
 PS0648'AZIMUTH MARK IS S OF STATION SET IN E-W FENCE LINE ON N SIDE
 PS0648'OF ROAD, 33 FEET N OF CENTER LINE.  REACHED FROM STATION BY
 PS0648'GOING S ON ROAD LEADING TO STATION 0.55 MILE, THENCE E 0.2
 PS0648'MILE TO MARK.
 PS0648'
 PS0648'TO REACH THE STATION FROM GRAIN ELEVATOR IN VAYLAND, GO W AND
 PS0648'N ON U.S. HIGHWAY 14 FOR 4.55 MILES, OR 0.2 MILE PAST A
 PS0648'SCHOOLHOUSE ON RIGHT, TURN N ON GRAVELED CROSS ROAD AND GO N 2.2
 PS0648'MILES, THENCE W AT T-ROAD JUNCTION AND GO 0.25 MILE TO GRAVELED
 PS0648'T-ROAD, AT A MAIL BOX ON A WHEEL MARKED A.F. GRIMM.  GO N 0.55
 PS0648'MILE TO MR. JENNERS HOUSE ON E SIDE OF ROAD AND STATION.
 PS0648'
 PS0648'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PS0648
 PS0648                          STATION RECOVERY (1940)
 PS0648
 PS0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WRH)
 PS0648'STATION IS 6.7 MILES NW OF VAYLAND, ON LAND OF MR. JENNER, IN
 PS0648'BARNYARD, 3.1 MILES N OF B.M. 51, 102.8 FEET NW OF R.M. 1, AND
 PS0648'84.2 FEET NE OF R.M. 2.  FLUSH WITH GROUND.
 PS0648'
 PS0648'MARK IS A STANDARD DISK CAST IN PLACE POST, STAMPED YORK 1934.
 PS0648'
 PS0648'YORK AZIMUTH IS 6.0 MILES NW OF VAYLAND, 0.7 MILE SSE OF STATION
 PS0648'YORK, ALONG E-W ROAD, 2.4 MILES N OF B.M. B 51, 34.0 FEET N OF
 PS0648'THE CENTER OF E-W ROAD, 10.2 FEET E OF TELEPHONE POLE, 0.15 MILE
 PS0648'E OF N-S ROAD TO STATION, AND 0.8 FOOT N OF WHITE MARKER POST.
 PS0648'IT IS 1 INCH BELOW THE GROUND SURFACE.
 PS0648'
 PS0648'MARK IS A STANDARD REFERENCE DISK CAST IN PLACE POST.  IT IS
 PS0648'STAMPED YORK AZI 1934.
 PS0648'
 PS0648'OFFICE NOTE--YORK WAS APPARENTLY NOT LEVELED OVER.
 PS0648
 PS0648                          STATION RECOVERY (1951)
 PS0648
 PS0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 PS0648'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 PS0648'IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCES TO
 PS0648'THE REFERENCE MARKS.  ALL OTHER DISTANCES AND DIRECTIONS CHECKED.
 PS0648'ORIGINAL DESCRIPTION IS ADEQUATE.  A NEW TO REACH FOLLOWS.
 PS0648'
 PS0648'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE ROUTE 45
 PS0648'IN MILLER GO EAST ON U.S. HIGHWAY 14 FOR 2.4 MILES TO ST.
 PS0648'LAWRENCE.  CONTINUE EAST ON HIGHWAY FOR 3.6 MILES TO CROSSROADS.
 PS0648'TURN LEFT AND GO NORTH FOR 2.0 MILES TO T INTERSECTION.  TURN
 PS0648'LEFT AND GO WEST FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT OR NORTH
 PS0648'SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 0.15 MILE TO T
 PS0648'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO STATION ON
 PS0648'RIGHT IN FARM YARD AS DESCRIBED.
 PS0648'
 PS0648'1951 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 PS0648
 PS0648                          STATION RECOVERY (1994)
 PS0648
 PS0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0648'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0764 ***********************************************************************
 OS0764  DESIGNATION -  YOUNG
 OS0764  PID         -  OS0764
 OS0764  STATE/COUNTY-  SD/JACKSON
 OS0764  COUNTRY     -  US
 OS0764  USGS QUAD   -  KADOKA NE (2017)
 OS0764
 OS0764                         *CURRENT SURVEY CONTROL
 OS0764  ______________________________________________________________________
 OS0764* NAD 83(1996) POSITION- 43 57 42.32072(N) 101 30 23.24235(W)   ADJUSTED
 OS0764* NAVD 88 ORTHO HEIGHT -   754.    (meters)     2474.    (feet) SCALED
 OS0764  ______________________________________________________________________
 OS0764  GEOID HEIGHT    -        -21.675 (meters)                     GEOID18
 OS0764  LAPLACE CORR    -         -8.52  (seconds)                    DEFLEC18
 OS0764  HORZ ORDER      -  SECOND
 OS0764
 OS0764.The horizontal coordinates were established by classical geodetic methods
 OS0764.and adjusted by the National Geodetic Survey in January 1998.
 OS0764
 OS0764.The orthometric height was scaled from a topographic map.
 OS0764
 OS0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0764.GEOID18 height accuracy estimate available here.
 OS0764
 OS0764.Click photographs - Photos may exist for this station.
 OS0764
 OS0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 OS0764
 OS0764. The following values were computed from the NAD 83(1996) position.
 OS0764
 OS0764;                    North         East     Units Scale Factor Converg.
 OS0764;SPC SD S     -   181,570.707   505,858.073   MT  0.99992480   -0 48 33.4
 OS0764;SPC SD S     -   595,703.23  1,659,636.03   sFT  0.99992480   -0 48 33.4
 OS0764;UTM  14      - 4,870,679.359   298,915.645   MT  1.00009734   -1 44 25.8
 OS0764
 OS0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OS0764!SPC SD S     -   0.99988511  x   0.99992480  =   0.99980992
 OS0764!UTM  14      -   0.99988511  x   1.00009734  =   0.99998244
 OS0764
 OS0764:                Primary Azimuth Mark                     Grid Az
 OS0764:SPC SD S     -  YOUNG AZ MK                              164 58 34.0
 OS0764:UTM  14      -  YOUNG AZ MK                              165 54 26.4
 OS0764
 OS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9891570679(NAD 83)
 OS0764
 OS0764|---------------------------------------------------------------------|
 OS0764| PID    Reference Object                     Distance      Geod. Az  |
 OS0764|                                                           dddmmss.s |
 OS0764| CQ4466 YOUNG RM 1                           17.048 METERS 03300     |
 OS0764| CQ4465 YOUNG AZ MK                                        1641000.6 |
 OS0764| OS0770 KADOKA MUNICIPAL TANK               APPROX.14.2 KM 1810126.9 |
 OS0764| CQ4467 YOUNG RM 2                           16.965 METERS 28840     |
 OS0764|---------------------------------------------------------------------|
 OS0764
 OS0764                          SUPERSEDED SURVEY CONTROL
 OS0764
 OS0764  NAD 83(1995)-  43 57 42.31279(N)    101 30 23.24592(W) AD(       ) 2
 OS0764  NAD 83(1986)-  43 57 42.31336(N)    101 30 23.24585(W) AD(       ) 2
 OS0764  NAD 27      -  43 57 42.34910(N)    101 30 21.73190(W) AD(       ) 2
 OS0764
 OS0764.Superseded values are not recommended for survey control.
 OS0764
 OS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0764.See file dsdata.pdf to determine how the superseded data were derived.
 OS0764
 OS0764_MARKER: DS = TRIANGULATION STATION DISK
 OS0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0764_STAMPING: YOUNG 1961
 OS0764_MARK LOGO: CGS
 OS0764_PROJECTION: FLUSH
 OS0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0764+STABILITY: SURFACE MOTION
 OS0764
 OS0764  HISTORY     - Date     Condition        Report By
 OS0764  HISTORY     - 1961     MONUMENTED       CGS
 OS0764
 OS0764                          STATION DESCRIPTION
 OS0764
 OS0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 OS0764'THE STATION IS 9-1/2 MILES SOUTHEAST OF PHILIP, 9 MILES NORTH
 OS0764'OF KADOKA, IN THE NE 1/4 OF SEC. 17.  T. 1 S., R. 22 E.,
 OS0764'IN OPEN PASTURE LAND OWNED BY MR. HOLLIS AND HOWARD YOUNG.
 OS0764'
 OS0764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 OS0764'AND STATE HIGHWAY 14 IN THE NORTH EDGE OF PHILIP, GO EAST ON
 OS0764'U.S. HIGHWAY 14 FOR 9.4 MILES TO A CROSSROAD.  TURN RIGHT,
 OS0764'SOUTH, ON A GRAVELED ROAD AND GO 0.75 MILE TO A RAILROAD
 OS0764'CROSSING IN THE SMALL VILLAGE OF POWELL.  CONTINUE SOUTHERLY
 OS0764'ON A GRAVELED AND DIRT ROAD FOR 8.2 MILES TO A WIRE GATE ON
 OS0764'THE RIGHT AT A WOODEN CORRAL.  TURN RIGHT, WEST ON A TRACK
 OS0764'ROAD AND GO 1 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON
 OS0764'THE RIGHT AS DESCRIBED.  PASS THROUGH THE WIRE GATE, THENCE
 OS0764'TURN RIGHT, NORTH ALONG THE WEST SIDE OF A NORTH-SOUTH FENCE
 OS0764'LINE FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE
 OS0764'GATE AND GO NORTHWEST ACROSS AN OPEN PASTURE FOR 0.3 MILE TO
 OS0764'THE HIGHEST POINT OF THE HILL AND THE STATION AS
 OS0764'DESCRIBED.
 OS0764'
 OS0764'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 OS0764'12-INCH CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED
 OS0764'YOUNG 1961.
 OS0764'
 OS0764'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 OS0764'12-INCH CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED
 OS0764'YOUNG NO 1 1961.
 OS0764'
 OS0764'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 OS0764'A 12-INCH CONCRETE CYLINDER, WHICH IS SET FLUSH AND IS STAMPED
 OS0764'YOUNG NO 2 1961.
 OS0764'
 OS0764'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 OS0764'12-INCH CONCRETE CYLINDER, WHICH PROJECTS 6 INCHES AND IS
 OS0764'STAMPED YOUNG 1961.  IT IS 26 FEET NORTH-NORTHEAST OF THE
 OS0764'CENTER OF A WIRE GATE, 3 FEET NORTH OF A METAL WITNESS POST
 OS0764'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 OS0764'
 OS0764'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1092 ***********************************************************************
 NM1092  DESIGNATION -  YOUNG AZ MK
 NM1092  PID         -  NM1092
 NM1092  STATE/COUNTY-  SD/YANKTON
 NM1092  COUNTRY     -  US
 NM1092  USGS QUAD   -  SAINT HELENA (2017)
 NM1092
 NM1092                         *CURRENT SURVEY CONTROL
 NM1092  ______________________________________________________________________
 NM1092* NAD 83(1986) POSITION- 42 51 06.     (N) 097 10 14.     (W)   SCALED
 NM1092* NAVD 88 ORTHO HEIGHT -   353.535 (meters)     1159.89  (feet) ADJUSTED
 NM1092  ______________________________________________________________________
 NM1092  GEOID HEIGHT    -        -25.576 (meters)                     GEOID18
 NM1092  DYNAMIC HEIGHT  -        353.434 (meters)     1159.56  (feet) COMP
 NM1092  MODELED GRAVITY -    980,324.1   (mgal)                       NAVD 88
 NM1092
 NM1092  VERT ORDER      -  SECOND    CLASS 0
 NM1092
 NM1092.The horizontal coordinates were scaled from a map and have
 NM1092.an estimated accuracy of +/- 6 seconds.
 NM1092
 NM1092.The orthometric height was determined by differential leveling and
 NM1092.adjusted by the NATIONAL GEODETIC SURVEY
 NM1092.in June 1991.
 NM1092
 NM1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1092.GEOID18 height accuracy estimate available here.
 NM1092
 NM1092.Click photographs - Photos may exist for this station.
 NM1092
 NM1092.The dynamic height is computed by dividing the NAVD 88
 NM1092.geopotential number by the normal gravity value computed on the
 NM1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1092.degrees latitude (g = 980.6199 gals.).
 NM1092
 NM1092.The modeled gravity was interpolated from observed gravity values.
 NM1092
 NM1092;                    North         East    Units  Estimated Accuracy
 NM1092;SPC SD S     -    62,510.      858,450.      MT  (+/- 180 meters Scaled)
 NM1092
 NM1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN494459(NAD 83)
 NM1092
 NM1092                          SUPERSEDED SURVEY CONTROL
 NM1092
 NM1092  NGVD 29 (??/??/92)  353.336  (m)         1159.24   (f) ADJ UNCH    2 0
 NM1092
 NM1092.Superseded values are not recommended for survey control.
 NM1092
 NM1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1092.See file dsdata.pdf to determine how the superseded data were derived.
 NM1092
 NM1092_MARKER: DZ = AZIMUTH MARK DISK
 NM1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1092_STAMPING: YOUNG 1948 MRC
 NM1092_MARK LOGO: CGS
 NM1092_PROJECTION: PROJECTING 9 CENTIMETERS
 NM1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1092+STABILITY: SURFACE MOTION
 NM1092
 NM1092  HISTORY     - Date     Condition        Report By
 NM1092  HISTORY     - 1948     MONUMENTED       CGS
 NM1092  HISTORY     - 1949     GOOD             CGS
 NM1092
 NM1092                          STATION DESCRIPTION
 NM1092
 NM1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1092'3.3 MI S FROM GAYVILLE.
 NM1092'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1092'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1092'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1092'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 NM1092'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 NM1092'300.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 32 FEET SOUTH OF
 NM1092'THE CENTER LINE OF AN EAST-WEST ROAD, 1.2 FEET NORTH OF THE
 NM1092'RIGHT-OF-WAY FENCE, 3.0 FEET EAST OF A REFERENCE POST AND SET
 NM1092'ON THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NM1092'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1094 ***********************************************************************
 NM1094  DESIGNATION -  YOUNG RESET
 NM1094  PID         -  NM1094
 NM1094  STATE/COUNTY-  SD/YANKTON
 NM1094  COUNTRY     -  US
 NM1094  USGS QUAD   -  SAINT HELENA (2017)
 NM1094
 NM1094                         *CURRENT SURVEY CONTROL
 NM1094  ______________________________________________________________________
 NM1094* NAD 83(1996) POSITION- 42 50 38.82209(N) 097 10 13.54313(W)   ADJUSTED
 NM1094* NAVD 88 ORTHO HEIGHT -   353.933 (meters)     1161.20  (feet) ADJUSTED
 NM1094  ______________________________________________________________________
 NM1094  GEOID HEIGHT    -        -25.571 (meters)                     GEOID18
 NM1094  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 NM1094  DYNAMIC HEIGHT  -        353.831 (meters)     1160.86  (feet) COMP
 NM1094  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 NM1094
 NM1094  HORZ ORDER      -  SECOND
 NM1094  VERT ORDER      -  SECOND    CLASS 0
 NM1094
 NM1094.The horizontal coordinates were established by classical geodetic methods
 NM1094.and adjusted by the National Geodetic Survey in January 1998.
 NM1094
 NM1094.The orthometric height was determined by differential leveling and
 NM1094.adjusted by the NATIONAL GEODETIC SURVEY
 NM1094.in June 1991.
 NM1094
 NM1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1094.GEOID18 height accuracy estimate available here.
 NM1094
 NM1094.Click photographs - Photos may exist for this station.
 NM1094
 NM1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 NM1094
 NM1094.The dynamic height is computed by dividing the NAVD 88
 NM1094.geopotential number by the normal gravity value computed on the
 NM1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1094.degrees latitude (g = 980.6199 gals.).
 NM1094
 NM1094.The modeled gravity was interpolated from observed gravity values.
 NM1094
 NM1094. The following values were computed from the NAD 83(1996) position.
 NM1094
 NM1094;                    North         East     Units Scale Factor Converg.
 NM1094;SPC SD S     -    61,666.849   858,494.177   MT  0.99999746   +2 10 55.0
 NM1094;SPC SD S     -   202,318.65  2,816,576.31   sFT  0.99999746   +2 10 55.0
 NM1094;UTM  14      - 4,745,127.967   649,503.727   MT  0.99987498   +1 14 39.7
 NM1094
 NM1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1094!SPC SD S     -   0.99994851  x   0.99999746  =   0.99994597
 NM1094!UTM  14      -   0.99994851  x   0.99987498  =   0.99982349
 NM1094
 NM1094:                Primary Azimuth Mark                     Grid Az
 NM1094:SPC SD S     -  YOUNG AZ MK                              351 24 24.4
 NM1094:UTM  14      -  YOUNG AZ MK                              352 20 39.7
 NM1094
 NM1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4950345127(NAD 83)
 NM1094
 NM1094|---------------------------------------------------------------------|
 NM1094| PID    Reference Object                     Distance      Geod. Az  |
 NM1094|                                                           dddmmss.s |
 NM1094| NM1093 YOUNG RM 1                           42.599 METERS 00022     |
 NM1094| NM1095 YOUNG RM 2                           31.809 METERS 17627     |
 NM1094| NM1862 RADIO STA WNAX RAD MAST C OF 3      APPROX.14.0 KM 3021842.8 |
 NM1094| NM1860 RADIO STA WNAX MAST TALL OF 3       APPROX.14.2 KM 3024001.3 |
 NM1094| NM1861 RADIO STA WNAX MAST SHORT OF 3      APPROX.14.2 KM 3031818.7 |
 NM1094| NM1092 YOUNG AZ MK                                        3533519.4 |
 NM1094| NM1859 VOLIN TANK                          APPROX.12.5 KM 3555526.2 |
 NM1094| NM1858 GAYVILLE TANK                       APPROX. 4.9 KM 3571708.1 |
 NM1094|---------------------------------------------------------------------|
 NM1094
 NM1094                          SUPERSEDED SURVEY CONTROL
 NM1094
 NM1094  NAD 83(1995)-  42 50 38.82217(N)    097 10 13.54313(W) AD(       ) 2
 NM1094  NAD 83(1986)-  42 50 38.82895(N)    097 10 13.53356(W) AD(       ) 2
 NM1094  NAD 27      -  42 50 38.84000(N)    097 10 12.35000(W) AD(       ) 2
 NM1094  NGVD 29 (??/??/92)  353.73   (m)         1160.5    (f) COMPUTED    2 0
 NM1094  NGVD 29             353.73   (m)         1160.5    (f) LEVELING    3  
 NM1094
 NM1094.Superseded values are not recommended for survey control.
 NM1094
 NM1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1094.See file dsdata.pdf to determine how the superseded data were derived.
 NM1094
 NM1094_MARKER: DS = TRIANGULATION STATION DISK
 NM1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1094_STAMPING: YOUNG 1948 MRC
 NM1094_MARK LOGO: CGS
 NM1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1094+STABILITY: SURFACE MOTION
 NM1094
 NM1094  HISTORY     - Date     Condition        Report By
 NM1094  HISTORY     - 1948     MONUMENTED       MORC
 NM1094  HISTORY     - 1949     GOOD             CGS
 NM1094
 NM1094                          STATION DESCRIPTION
 NM1094
 NM1094'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM1094'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF GAYVILLE,
 NM1094'108 FEET NORTH OF A LARGE, TWIN-TRUNKED COTTONWOOD TREE,
 NM1094'AND 6 FEET NORTH OF A WITNESS POST.  IT IS ON LAND OWNED
 NM1094'BY MR. LOUIS SMITH AND OCCUPIED BY MR. HAROLD BUCKMAN.  THE
 NM1094'DISK IS STAMPED YOUNG MRC 1948 AND PROJECTS 2 INCHES.
 NM1094'
 NM1094'REFERENCE MARK NO. 1 IS 139.76 FEET NORTH OF THE STATION,
 NM1094'AND 4 FEET SOUTH OF A FENCE CORNER.  THE DISK IS STAMPED
 NM1094'YOUNG MRC NO 1 1948 AND PROJECTS 8 INCHES.
 NM1094'
 NM1094'REFERENCE MARK NO. 2 IS 104.36 FEET SOUTH OF THE STATION,
 NM1094'AND 4 FEET NORTHEAST OF THE TWIN-TRUNKED TREE.  THE DISK
 NM1094'IS STAMPED YOUNG MRC NO 2 1948 AND PROJECTS 6 INCHES.
 NM1094'
 NM1094'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHWEST OF THE
 NM1094'STATION, 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELLED
 NM1094'ROAD, 3 FEET WEST OF A TELEPHONE POLE, 1.5 FEET NORTH OF
 NM1094'AN EAST-WEST FENCE LINE, AND 4 FEET WEST OF A WITNESS POST.
 NM1094'THE DISK IS STAMPED YOUNG MRC 1948 AND PROJECTS 6 INCHES.
 NM1094'
 NM1094'TO REACH THE STATION FROM THE DEPOT IN GAYVILLE, GO EAST,
 NM1094'ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS, FOR 0.65 MILE
 NM1094'TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE
 NM1094'TO THE JUNCTION WITH STATE HIGHWAY 50.  CROSS THE HIGHWAY
 NM1094'AND CONTINUE SOUTH ON THE GRAVELLED ROAD FOR 2.0 MILES TO
 NM1094'A CROSS ROAD.  TURN RIGHT AND GO EAST FOR 0.5 MILE TO A
 NM1094'GATE ON THE LEFT.  (THE AZIMUTH MARK IS 0.05 MILE WEST OF
 NM1094'THE GATE.) TURN LEFT, PASS THRU THE GATE AND FOLLOW A FARM
 NM1094'ROAD SOUTH FOR 0.5 MILE TO A LARGE, TWIN TRUNKED, COTTONWOOD
 NM1094'TREE AND THE STATION AS DESCRIBED.
 NM1094'
 NM1094'NOTE--A USED STATION PIPE WAS REMOVED AND A STANDARD USC
 NM1094'AND GS STATION MARK WAS SET IN ITS PLACE AS SUGGESTED BY
 NM1094'THE RECONNAISSANCE DESCRIPTIONS.
 NM1094'
 NM1094'A 4 FOOT SIGNAL AT WALTON 1935 IS VISIBLE FROM THE GROUND.
 NM1094'
 NM1094'A 4 FOOT SIGNAL AT STRATMAN IS VISIBLE AT 37 FEET.
 NM1094'
 NM1094'A 47 FOOT SIGNAL AT SCHMIDT 1935 IS VISIBLE AT 50 FEET.
 NM1094'
 NM1094'A 100 FOOT SIGNAL AT WILLOW IS VISIBLE AT 90 FEET.
 NM1094'
 NM1094'A 74 FOOT SIGNAL AT JOHNSEN IS VISIBLE AT 37 FEET.
 NM1094'
 NM1094'A 100 FOOT SIGNAL AT STYLE 1935 IS VISIBLE AT 90 FEET.
 NM1094'
 NM1094'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1094
 NM1094                          STATION RECOVERY (1949)
 NM1094
 NM1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM1094'3.8 MI S FROM GAYVILLE.
 NM1094'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1094'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1094'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1094'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 NM1094'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 NM1094'THENCE 0.5 MILE SOUTH ALONG A NORTH-SOUTH FENCE LINE, 142.0
 NM1094'FEET SOUTH OF AN EAST-WEST FENCE LINE, 107.0 FEET NORTH OF A
 NM1094'48-INCH COTTONWOOD TREE, 4.7 FEET WEST OF THE NORTH-SOUTH FENCE
 NM1094'LINE, 6.0 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 NM1094'OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE SURFACE OF THE
 NM1094'GROUND.  NOTE-- THERE IS NO ROAD LEADING TO TRIANGULATION
 NM1094'STATION YOUNG 1948 MRC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1093 ***********************************************************************
 NM1093  DESIGNATION -  YOUNG RM 1
 NM1093  PID         -  NM1093
 NM1093  STATE/COUNTY-  SD/YANKTON
 NM1093  COUNTRY     -  US
 NM1093  USGS QUAD   -  SAINT HELENA (2017)
 NM1093
 NM1093                         *CURRENT SURVEY CONTROL
 NM1093  ______________________________________________________________________
 NM1093* NAD 83(1986) POSITION- 42 50 40.20   (N) 097 10 13.53   (W)   HD_HELD1
 NM1093* NAVD 88 ORTHO HEIGHT -   353.552 (meters)     1159.95  (feet) ADJUSTED
 NM1093  ______________________________________________________________________
 NM1093  GEOID HEIGHT    -        -25.571 (meters)                     GEOID18
 NM1093  DYNAMIC HEIGHT  -        353.451 (meters)     1159.61  (feet) COMP
 NM1093  MODELED GRAVITY -    980,323.6   (mgal)                       NAVD 88
 NM1093
 NM1093  VERT ORDER      -  SECOND    CLASS 0
 NM1093
 NM1093.The horizontal coordinates were determined by differentially corrected
 NM1093.hand held GPS observations or other comparable positioning techniques
 NM1093.and have an estimated accuracy of +/- 3 meters.
 NM1093
 NM1093.The orthometric height was determined by differential leveling and
 NM1093.adjusted by the NATIONAL GEODETIC SURVEY
 NM1093.in June 1991.
 NM1093
 NM1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1093.GEOID18 height accuracy estimate available here.
 NM1093
 NM1093.Click photographs - Photos may exist for this station.
 NM1093
 NM1093.The dynamic height is computed by dividing the NAVD 88
 NM1093.geopotential number by the normal gravity value computed on the
 NM1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1093.degrees latitude (g = 980.6199 gals.).
 NM1093
 NM1093.The modeled gravity was interpolated from observed gravity values.
 NM1093
 NM1093;                    North         East    Units  Estimated Accuracy
 NM1093;SPC SD S     -    61,709.3     858,492.9     MT  (+/- 3 meters HH1 GPS) 
 NM1093
 NM1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4950345170(NAD 83)
 NM1093
 NM1093                          SUPERSEDED SURVEY CONTROL
 NM1093
 NM1093  NGVD 29 (??/??/92)  353.354  (m)         1159.30   (f) ADJ UNCH    2 0
 NM1093
 NM1093.Superseded values are not recommended for survey control.
 NM1093
 NM1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1093.See file dsdata.pdf to determine how the superseded data were derived.
 NM1093
 NM1093_MARKER: DR = REFERENCE MARK DISK
 NM1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1093_STAMPING: YOUNG NO 1 1948 MRC
 NM1093_MARK LOGO: CGS
 NM1093_PROJECTION: PROJECTING 9 CENTIMETERS
 NM1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1093+STABILITY: SURFACE MOTION
 NM1093
 NM1093  HISTORY     - Date     Condition        Report By
 NM1093  HISTORY     - 1948     MONUMENTED       CGS
 NM1093  HISTORY     - 1949     GOOD             CGS
 NM1093
 NM1093                          STATION DESCRIPTION
 NM1093
 NM1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1093'3.8 MI S FROM GAYVILLE.
 NM1093'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1093'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1093'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1093'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 NM1093'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 NM1093'THENCE 0.5 MILE SOUTH ALONG A NORTH-SOUTH FENCE LINE, 139.3
 NM1093'FEET NORTH OF TRIANGULATION STATION YOUNG 1948 MRC, 3.0 FEET
 NM1093'SOUTH OF AN EAST-WEST FENCE LINE, AND IN LINE WITH THE
 NM1093'NORTH-SOUTH FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 NM1093'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THERE IS NO ROAD
 NM1093'LEADING TO YOUNG R.M. 1 1948 MRC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1095 ***********************************************************************
 NM1095  DESIGNATION -  YOUNG RM 2
 NM1095  PID         -  NM1095
 NM1095  STATE/COUNTY-  SD/YANKTON
 NM1095  COUNTRY     -  US
 NM1095  USGS QUAD   -  SAINT HELENA (2017)
 NM1095
 NM1095                         *CURRENT SURVEY CONTROL
 NM1095  ______________________________________________________________________
 NM1095* NAD 83(1986) POSITION- 42 50 37.79   (N) 097 10 13.46   (W)   HD_HELD1
 NM1095* NAVD 88 ORTHO HEIGHT -   354.638 (meters)     1163.51  (feet) ADJUSTED
 NM1095  ______________________________________________________________________
 NM1095  GEOID HEIGHT    -        -25.571 (meters)                     GEOID18
 NM1095  DYNAMIC HEIGHT  -        354.536 (meters)     1163.17  (feet) COMP
 NM1095  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 NM1095
 NM1095  VERT ORDER      -  SECOND    CLASS 0
 NM1095
 NM1095.The horizontal coordinates were determined by differentially corrected
 NM1095.hand held GPS observations or other comparable positioning techniques
 NM1095.and have an estimated accuracy of +/- 3 meters.
 NM1095
 NM1095.The orthometric height was determined by differential leveling and
 NM1095.adjusted by the NATIONAL GEODETIC SURVEY
 NM1095.in June 1991.
 NM1095
 NM1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1095.GEOID18 height accuracy estimate available here.
 NM1095
 NM1095.Click photographs - Photos may exist for this station.
 NM1095
 NM1095.The dynamic height is computed by dividing the NAVD 88
 NM1095.geopotential number by the normal gravity value computed on the
 NM1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1095.degrees latitude (g = 980.6199 gals.).
 NM1095
 NM1095.The modeled gravity was interpolated from observed gravity values.
 NM1095
 NM1095;                    North         East    Units  Estimated Accuracy
 NM1095;SPC SD S     -    61,635.1     858,497.3     MT  (+/- 3 meters HH1 GPS) 
 NM1095
 NM1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4950645096(NAD 83)
 NM1095
 NM1095                          SUPERSEDED SURVEY CONTROL
 NM1095
 NM1095  NGVD 29 (??/??/92)  354.439  (m)         1162.86   (f) ADJ UNCH    2 0
 NM1095
 NM1095.Superseded values are not recommended for survey control.
 NM1095
 NM1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1095.See file dsdata.pdf to determine how the superseded data were derived.
 NM1095
 NM1095_MARKER: DR = REFERENCE MARK DISK
 NM1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1095_STAMPING: YOUNG NO 2 1948 MRC
 NM1095_MARK LOGO: CGS
 NM1095_PROJECTION: PROJECTING 12 CENTIMETERS
 NM1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1095+STABILITY: SURFACE MOTION
 NM1095
 NM1095  HISTORY     - Date     Condition        Report By
 NM1095  HISTORY     - 1948     MONUMENTED       CGS
 NM1095  HISTORY     - 1949     GOOD             CGS
 NM1095
 NM1095                          STATION DESCRIPTION
 NM1095
 NM1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1095'3.8 MI S FROM GAYVILLE.
 NM1095'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1095'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1095'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1095'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 NM1095'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 NM1095'THENCE 0.5 MILE SOUTH ALONG A NORTH-SOUTH FENCE LINE, 247.0 FEET
 NM1095'SOUTH OF AN EAST-WEST FENCE LINE, 104.0 FEET SOUTH OF TRIANGULATION
 NM1095'STATION YOUNG 1948 MRC, 4.0 FEET NORTH OF A 48-INCH COTTONWOOD
 NM1095'TREE, AND IN LINE WITH THE NORTH-SOUTH FENCE, AND SET IN THE
 NM1095'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1095'NOTE-- THERE IS NO ROAD LEADING TO YOUNG R.M. 2 1948 MRC.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0375 ***********************************************************************
 PR0375  DESIGNATION -  Z
 PR0375  PID         -  PR0375
 PR0375  STATE/COUNTY-  SD/HAMLIN
 PR0375  COUNTRY     -  US
 PR0375  USGS QUAD   -  HAZEL (2017)
 PR0375
 PR0375                         *CURRENT SURVEY CONTROL
 PR0375  ______________________________________________________________________
 PR0375* NAD 83(1986) POSITION- 44 45 33.     (N) 097 22 48.     (W)   SCALED
 PR0375* NAVD 88 ORTHO HEIGHT -   538.726 (meters)     1767.47  (feet) ADJUSTED
 PR0375  ______________________________________________________________________
 PR0375  GEOID HEIGHT    -        -24.855 (meters)                     GEOID18
 PR0375  DYNAMIC HEIGHT  -        538.643 (meters)     1767.20  (feet) COMP
 PR0375  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 PR0375
 PR0375  VERT ORDER      -  FIRST     CLASS II
 PR0375
 PR0375.The horizontal coordinates were scaled from a map and have
 PR0375.an estimated accuracy of +/- 6 seconds.
 PR0375
 PR0375.The orthometric height was determined by differential leveling and
 PR0375.adjusted by the NATIONAL GEODETIC SURVEY
 PR0375.in June 1991.
 PR0375
 PR0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0375.GEOID18 height accuracy estimate available here.
 PR0375
 PR0375.Click photographs - Photos may exist for this station.
 PR0375
 PR0375.The dynamic height is computed by dividing the NAVD 88
 PR0375.geopotential number by the normal gravity value computed on the
 PR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0375.degrees latitude (g = 980.6199 gals.).
 PR0375
 PR0375.The modeled gravity was interpolated from observed gravity values.
 PR0375
 PR0375;                    North         East    Units  Estimated Accuracy
 PR0375;SPC SD N     -   106,240.      807,400.      MT  (+/- 180 meters Scaled)
 PR0375
 PR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ282574(NAD 83)
 PR0375
 PR0375                          SUPERSEDED SURVEY CONTROL
 PR0375
 PR0375  NGVD 29 (??/??/92)  538.440  (m)         1766.53   (f) ADJ UNCH    1 2
 PR0375
 PR0375.Superseded values are not recommended for survey control.
 PR0375
 PR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0375.See file dsdata.pdf to determine how the superseded data were derived.
 PR0375
 PR0375_MARKER: Z = SEE DESCRIPTION
 PR0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR0375_SP_SET: BUILDING
 PR0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0375
 PR0375  HISTORY     - Date     Condition        Report By
 PR0375  HISTORY     - 1905     MONUMENTED       CGS
 PR0375
 PR0375                          STATION DESCRIPTION
 PR0375
 PR0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JBM)
 PR0375'AT HAZEL.
 PR0375'AT HAZEL, HAMLIN COUNTY, AT THE SOUTHWEST CORNER OF THE
 PR0375'INTERSECTION OF MAIN STREET AND THE NORTH-AND-SOUTH QUARTER
 PR0375'SECTION LINE THROUGH THE CENTER OF SECTION 24, T 115 N, R 55 W,
 PR0375'AT THE FIRST STATE BANK, AT THE ENTRANCE TO THE BUILDING, 36 FEET
 PR0375'WEST OF THE NORTHEAST CORNER, 4 FEET WEST OF THE CENTER OF THE
 PR0375'DOORWAY, 0.4 FOOT EAST OF THE WEST BRICK WALL, IN THE EXTREME
 PR0375'NORTHWEST CORNER OF THE MOSAIC, 1.3 FEET SOUTH OF THE FRONT EDGE
 PR0375'OF THE TOP STEP, AND 2.2 FEET ABOVE THE SIDEWALK.  A RIGHT-ANGLED
 PR0375'PIECE OF WHITE TILING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0264 ***********************************************************************
 OT0264  DESIGNATION -  Z 10
 OT0264  PID         -  OT0264
 OT0264  STATE/COUNTY-  SD/PENNINGTON
 OT0264  COUNTRY     -  US
 OT0264  USGS QUAD   -  CAPUTA (2017)
 OT0264
 OT0264                         *CURRENT SURVEY CONTROL
 OT0264  ______________________________________________________________________
 OT0264* NAD 83(1986) POSITION- 43 57 30.     (N) 102 53 08.     (W)   SCALED
 OT0264* NAVD 88 ORTHO HEIGHT -   844.447 (meters)     2770.49  (feet) ADJUSTED
 OT0264  ______________________________________________________________________
 OT0264  GEOID HEIGHT    -        -17.279 (meters)                     GEOID18
 OT0264  DYNAMIC HEIGHT  -        844.174 (meters)     2769.59  (feet) COMP
 OT0264  MODELED GRAVITY -    980,267.9   (mgal)                       NAVD 88
 OT0264
 OT0264  VERT ORDER      -  FIRST     CLASS II
 OT0264
 OT0264.The horizontal coordinates were scaled from a map and have
 OT0264.an estimated accuracy of +/- 6 seconds.
 OT0264
 OT0264.The orthometric height was determined by differential leveling and
 OT0264.adjusted by the NATIONAL GEODETIC SURVEY
 OT0264.in June 1991.
 OT0264
 OT0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0264.GEOID18 height accuracy estimate available here.
 OT0264
 OT0264.Click photographs - Photos may exist for this station.
 OT0264
 OT0264.The dynamic height is computed by dividing the NAVD 88
 OT0264.geopotential number by the normal gravity value computed on the
 OT0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0264.degrees latitude (g = 980.6199 gals.).
 OT0264
 OT0264.The modeled gravity was interpolated from observed gravity values.
 OT0264
 OT0264;                    North         East    Units  Estimated Accuracy
 OT0264;SPC SD S     -   183,670.      395,200.      MT  (+/- 180 meters Scaled)
 OT0264
 OT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ696694(NAD 83)
 OT0264
 OT0264                          SUPERSEDED SURVEY CONTROL
 OT0264
 OT0264  NGVD 29 (??/??/92)  843.993  (m)         2769.00   (f) ADJ UNCH    1 2
 OT0264
 OT0264.Superseded values are not recommended for survey control.
 OT0264
 OT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0264.See file dsdata.pdf to determine how the superseded data were derived.
 OT0264
 OT0264_MARKER: DB = BENCH MARK DISK
 OT0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0264_STAMPING: Z 10 1925 2769.332
 OT0264_MARK LOGO: CGS
 OT0264_PROJECTION: PROJECTING 10 CENTIMETERS
 OT0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0264+STABILITY: SURFACE MOTION
 OT0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0264+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2011
 OT0264
 OT0264  HISTORY     - Date     Condition        Report By
 OT0264  HISTORY     - 1925     MONUMENTED       CGS
 OT0264  HISTORY     - 1962     GOOD             CGS
 OT0264  HISTORY     - 1985     GOOD             NGS
 OT0264  HISTORY     - 20110511 GOOD             INDIV
 OT0264
 OT0264                          STATION DESCRIPTION
 OT0264
 OT0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0264'19.4 MI SE FROM RAPID CITY.
 OT0264'ABOUT 19.45 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0264'PAUL AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN
 OT0264'RAILWAY STATION AT RAPID CITY, IN SECTION 14, T 1 S, R 10 E,
 OT0264'0.15 MILE SOUTH EAST OF THE TOOL HOUSE AND PHONE BUILDING AT
 OT0264'FARMINGDALE, ABOUT 350 FEET WEST OF AND ACROSS THE TRACK FROM
 OT0264'GROCERY STORE AND STANDARD SERVICE STATION, 259 FEET
 OT0264'SOUTH-SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD CROSSING,
 OT0264'88 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 28 1/2
 OT0264'FEET WEST OF THE 2ND TELEPHONE POLE SOUTHEAST OF MILE POST 641,
 OT0264'11 1/2 FEET NORTH EAST OF A FENCE, 1.0 FEET EAST OF A METAL
 OT0264'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF
 OT0264'A CONCRETE POST PROJECTING 1 INCH.
 OT0264
 OT0264                          STATION RECOVERY (1985)
 OT0264
 OT0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 OT0264'MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN RAPID CITY,
 OT0264'THENCE 29.75 KM (18.6 MI) SOUTHEAST ALONG STATE HIGHWAY 44, THENCE
 OT0264'0.15 KM (0.1 MI) SOUTHWEST ALONG A GRAVEL ROAD, IN THE SOUTHWEST
 OT0264'CORNER OF THE INTERSECTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0264'PACIFIC RAILROAD, 78.9 METERS (259 FT) SOUTH OF THE CENTER OF THE
 OT0264'ROAD, 27.0 METERS (88.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND
 OT0264'3.5 METERS (11.5 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 OT0264'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OT0264'THE MARK IS 0.6 M BELOW THE TRACKS.
 OT0264
 OT0264                          STATION RECOVERY (2011)
 OT0264
 OT0264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0341 ***********************************************************************
 OT0341  DESIGNATION -  Z 11
 OT0341  PID         -  OT0341
 OT0341  STATE/COUNTY-  SD/CUSTER
 OT0341  COUNTRY     -  US
 OT0341  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0341
 OT0341                         *CURRENT SURVEY CONTROL
 OT0341  ______________________________________________________________________
 OT0341* NAD 83(1986) POSITION- 43 34 27.     (N) 103 16 09.     (W)   SCALED
 OT0341* NAVD 88 ORTHO HEIGHT -  1013.716 (meters)     3325.83  (feet) ADJUSTED
 OT0341  ______________________________________________________________________
 OT0341  GEOID HEIGHT    -        -16.052 (meters)                     GEOID18
 OT0341  DYNAMIC HEIGHT  -       1013.323 (meters)     3324.54  (feet) COMP
 OT0341  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 OT0341
 OT0341  VERT ORDER      -  FIRST     CLASS II
 OT0341
 OT0341.The horizontal coordinates were scaled from a map and have
 OT0341.an estimated accuracy of +/- 6 seconds.
 OT0341
 OT0341.The orthometric height was determined by differential leveling and
 OT0341.adjusted by the NATIONAL GEODETIC SURVEY
 OT0341.in June 1991.
 OT0341
 OT0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0341.GEOID18 height accuracy estimate available here.
 OT0341
 OT0341.Click photographs - Photos may exist for this station.
 OT0341
 OT0341.The dynamic height is computed by dividing the NAVD 88
 OT0341.geopotential number by the normal gravity value computed on the
 OT0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0341.degrees latitude (g = 980.6199 gals.).
 OT0341
 OT0341.The modeled gravity was interpolated from observed gravity values.
 OT0341
 OT0341;                    North         East    Units  Estimated Accuracy
 OT0341;SPC SD S     -   142,040.      362,920.      MT  (+/- 180 meters Scaled)
 OT0341
 OT0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ397260(NAD 83)
 OT0341
 OT0341                          SUPERSEDED SURVEY CONTROL
 OT0341
 OT0341  NGVD 29 (??/??/92) 1013.234  (m)         3324.25   (f) ADJ UNCH    1 2
 OT0341
 OT0341.Superseded values are not recommended for survey control.
 OT0341
 OT0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0341.See file dsdata.pdf to determine how the superseded data were derived.
 OT0341
 OT0341_MARKER: DB = BENCH MARK DISK
 OT0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0341_STAMPING: Z 11 1926
 OT0341_MARK LOGO: CGS
 OT0341_PROJECTION: FLUSH
 OT0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0341+STABILITY: SURFACE MOTION
 OT0341
 OT0341  HISTORY     - Date     Condition        Report By
 OT0341  HISTORY     - 1926     MONUMENTED       CGS
 OT0341  HISTORY     - 1963     GOOD             CGS
 OT0341
 OT0341                          STATION DESCRIPTION
 OT0341
 OT0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0341'6.6 MI N FROM BUFFALO GAP.
 OT0341'ABOUT 0.1 MILE EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0341'BANK AT BUFFALO GAP, THENCE 6.45 MILES NORTH ALONG THE CHICAGO
 OT0341'AND NORTH WESTERN RAILWAY, 3 POLES NORTH OF MILE POST 57, AT A
 OT0341'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, IN SECTION 34,
 OT0341'T 5 S, R 7 E, 43 FEET WEST OF THE WEST RAIL, 22 FEET NORTH OF THE
 OT0341'CENTER OF A GATE, 11 1/2 FEET SOUTHWEST OF A TELEPHONE POLE,
 OT0341'5 1/2 FEET EAST OF A FENCE, 5.0 FEET EAST OF A METAL WITNESS
 OT0341'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 OT0341'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0535 ***********************************************************************
 OT0535  DESIGNATION -  Z 12
 OT0535  PID         -  OT0535
 OT0535  STATE/COUNTY-  SD/FALL RIVER
 OT0535  COUNTRY     -  US
 OT0535  USGS QUAD   -  EDGEMONT (2017)
 OT0535
 OT0535                         *CURRENT SURVEY CONTROL
 OT0535  ______________________________________________________________________
 OT0535* NAD 83(1986) POSITION- 43 19 48.     (N) 103 46 09.     (W)   SCALED
 OT0535* NAVD 88 ORTHO HEIGHT -  1113.561 (meters)     3653.41  (feet) ADJUSTED
 OT0535  ______________________________________________________________________
 OT0535  GEOID HEIGHT    -        -15.060 (meters)                     GEOID18
 OT0535  DYNAMIC HEIGHT  -       1113.098 (meters)     3651.89  (feet) COMP
 OT0535  MODELED GRAVITY -    980,164.9   (mgal)                       NAVD 88
 OT0535
 OT0535  VERT ORDER      -  FIRST     CLASS II
 OT0535
 OT0535.The horizontal coordinates were scaled from a map and have
 OT0535.an estimated accuracy of +/- 6 seconds.
 OT0535
 OT0535.The orthometric height was determined by differential leveling and
 OT0535.adjusted by the NATIONAL GEODETIC SURVEY
 OT0535.in June 1991.
 OT0535
 OT0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0535.GEOID18 height accuracy estimate available here.
 OT0535
 OT0535.Click photographs - Photos may exist for this station.
 OT0535
 OT0535.The dynamic height is computed by dividing the NAVD 88
 OT0535.geopotential number by the normal gravity value computed on the
 OT0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0535.degrees latitude (g = 980.6199 gals.).
 OT0535
 OT0535.The modeled gravity was interpolated from observed gravity values.
 OT0535
 OT0535;                    North         East    Units  Estimated Accuracy
 OT0535;SPC SD S     -   116,480.      321,450.      MT  (+/- 180 meters Scaled)
 OT0535
 OT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH997981(NAD 83)
 OT0535
 OT0535                          SUPERSEDED SURVEY CONTROL
 OT0535
 OT0535  NGVD 29 (??/??/92) 1113.018  (m)         3651.63   (f) ADJ UNCH    1 2
 OT0535
 OT0535.Superseded values are not recommended for survey control.
 OT0535
 OT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0535.See file dsdata.pdf to determine how the superseded data were derived.
 OT0535
 OT0535_MARKER: DB = BENCH MARK DISK
 OT0535_SETTING: 66 = SET IN ROCK OUTCROP
 OT0535_STAMPING: Z 12 1926
 OT0535_MARK LOGO: CGS
 OT0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0535+STABILITY: POSITION/ELEVATION WELL
 OT0535
 OT0535  HISTORY     - Date     Condition        Report By
 OT0535  HISTORY     - 1926     MONUMENTED       CGS
 OT0535  HISTORY     - 1963     GOOD             CGS
 OT0535
 OT0535                          STATION DESCRIPTION
 OT0535
 OT0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0535'5.3 MI NE FROM EDGEMONT.
 OT0535'ABOUT 5.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0535'RAILROAD FROM THE STATION AT EDGEMONT, IN SECTION 28, T 8 S, R 3 E,
 OT0535'11 POLES SOUTHEAST OF MILE POST 5, ABOUT 0.6 MILE NORTHWEST OF A
 OT0535'PRIVATE ROAD CROSSING, 24 FEET NORTHEAST ON THE NORTHEAST RAIL,
 OT0535'19 FEET SOUTHWEST OF A FENCE, 47 FEET EAST OF THE EAST CORNER OF
 OT0535'A SECTION CAR SETOFF, 10.2 FEET NORTHWEST OF A METAL WITNESS POST,
 OT0535'ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 OT0535'SOLID ROCK OUTCROP AND ROCK LEDGE FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1941 ***********************************************************************
 PU1941  DESIGNATION -  Z 120
 PU1941  PID         -  PU1941
 PU1941  STATE/COUNTY-  SD/BUTTE
 PU1941  COUNTRY     -  US
 PU1941  USGS QUAD   -  FRUITDALE (2017)
 PU1941
 PU1941                         *CURRENT SURVEY CONTROL
 PU1941  ______________________________________________________________________
 PU1941* NAD 83(1986) POSITION- 44 39 51.     (N) 103 39 32.     (W)   SCALED
 PU1941* NAVD 88 ORTHO HEIGHT -   891.113 (meters)     2923.59  (feet) ADJUSTED
 PU1941  ______________________________________________________________________
 PU1941  GEOID HEIGHT    -        -15.698 (meters)                     GEOID18
 PU1941  DYNAMIC HEIGHT  -        890.874 (meters)     2922.81  (feet) COMP
 PU1941  MODELED GRAVITY -    980,319.6   (mgal)                       NAVD 88
 PU1941
 PU1941  VERT ORDER      -  SECOND    CLASS 0
 PU1941
 PU1941.The horizontal coordinates were scaled from a map and have
 PU1941.an estimated accuracy of +/- 6 seconds.
 PU1941
 PU1941.The orthometric height was determined by differential leveling and
 PU1941.adjusted by the NATIONAL GEODETIC SURVEY
 PU1941.in June 1991.
 PU1941
 PU1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1941.GEOID18 height accuracy estimate available here.
 PU1941
 PU1941.Click photographs - Photos may exist for this station.
 PU1941
 PU1941.The dynamic height is computed by dividing the NAVD 88
 PU1941.geopotential number by the normal gravity value computed on the
 PU1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1941.degrees latitude (g = 980.6199 gals.).
 PU1941
 PU1941.The modeled gravity was interpolated from observed gravity values.
 PU1941
 PU1941;                    North         East    Units  Estimated Accuracy
 PU1941;SPC SD N     -    98,880.      309,940.      MT  (+/- 180 meters Scaled)
 PU1941
 PU1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK063465(NAD 83)
 PU1941
 PU1941                          SUPERSEDED SURVEY CONTROL
 PU1941
 PU1941  NGVD 29 (??/??/92)  890.638  (m)         2922.03   (f) ADJ UNCH    2 0
 PU1941
 PU1941.Superseded values are not recommended for survey control.
 PU1941
 PU1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1941.See file dsdata.pdf to determine how the superseded data were derived.
 PU1941
 PU1941_MARKER: DB = BENCH MARK DISK
 PU1941_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1941_STAMPING: Z 120 1934
 PU1941_MARK LOGO: CGS
 PU1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1941
 PU1941  HISTORY     - Date     Condition        Report By
 PU1941  HISTORY     - 1934     MONUMENTED       CGS
 PU1941  HISTORY     - 1962     GOOD             CGS
 PU1941
 PU1941                          STATION DESCRIPTION
 PU1941
 PU1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1941'2.1 MI E FROM FRUITDALE.
 PU1941'2.1 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 PU1941'THE POST OFFICE AT FRUITDALE, ABOUT 0.4 MILE WEST OF MILE POST
 PU1941'NO 11, ABOUT 0.1 MILE WEST OF A 75 FOOT WOODEN TRESTLE, AT A
 PU1941'PRIVATE ROAD CROSSING, 62 FEET SOUTHWEST OF THE CENTERLINE OF
 PU1941'THE CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL, 24 FEET WEST
 PU1941'OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTHWEST OF A FENCE
 PU1941'CORNER, 1.4 FEET EAST OF A WITNESS POST, ABOUT 2.5 FEET BELOW
 PU1941'THE TRACK, SET IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 PU1941'0.1 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0725 ***********************************************************************
 PU0725  DESIGNATION -  Z 121
 PU0725  PID         -  PU0725
 PU0725  STATE/COUNTY-  SD/MEADE
 PU0725  COUNTRY     -  US
 PU0725  USGS QUAD   -  CAMP CREEK (2017)
 PU0725
 PU0725                         *CURRENT SURVEY CONTROL
 PU0725  ______________________________________________________________________
 PU0725* NAD 83(1986) POSITION- 44 53 49.     (N) 102 53 44.     (W)   SCALED
 PU0725* NAVD 88 ORTHO HEIGHT -   838.280 (meters)     2750.26  (feet) ADJUSTED
 PU0725  ______________________________________________________________________
 PU0725  GEOID HEIGHT    -        -17.414 (meters)                     GEOID18
 PU0725  DYNAMIC HEIGHT  -        838.102 (meters)     2749.67  (feet) COMP
 PU0725  MODELED GRAVITY -    980,376.8   (mgal)                       NAVD 88
 PU0725
 PU0725  VERT ORDER      -  SECOND    CLASS 0
 PU0725
 PU0725.The horizontal coordinates were scaled from a map and have
 PU0725.an estimated accuracy of +/- 6 seconds.
 PU0725
 PU0725.The orthometric height was determined by differential leveling and
 PU0725.adjusted by the NATIONAL GEODETIC SURVEY
 PU0725.in June 1991.
 PU0725
 PU0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0725.GEOID18 height accuracy estimate available here.
 PU0725
 PU0725.Click photographs - Photos may exist for this station.
 PU0725
 PU0725.The dynamic height is computed by dividing the NAVD 88
 PU0725.geopotential number by the normal gravity value computed on the
 PU0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0725.degrees latitude (g = 980.6199 gals.).
 PU0725
 PU0725.The modeled gravity was interpolated from observed gravity values.
 PU0725
 PU0725;                    North         East    Units  Estimated Accuracy
 PU0725;SPC SD N     -   122,280.      371,350.      MT  (+/- 180 meters Scaled)
 PU0725
 PU0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK661736(NAD 83)
 PU0725
 PU0725                          SUPERSEDED SURVEY CONTROL
 PU0725
 PU0725  NGVD 29 (??/??/92)  837.81   (m)         2748.7    (f) COMPUTED    2 0
 PU0725
 PU0725.Superseded values are not recommended for survey control.
 PU0725
 PU0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0725.See file dsdata.pdf to determine how the superseded data were derived.
 PU0725
 PU0725_MARKER: DB = BENCH MARK DISK
 PU0725_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU0725_STAMPING: Z 121 1934
 PU0725_MARK LOGO: CGS
 PU0725_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0725
 PU0725  HISTORY     - Date     Condition        Report By
 PU0725  HISTORY     - 1934     MONUMENTED       CGS
 PU0725  HISTORY     - 1962     GOOD             CGS
 PU0725  HISTORY     - 1963     GOOD             CGS
 PU0725
 PU0725                          STATION DESCRIPTION
 PU0725
 PU0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0725'1.8 MI NE FROM SULPHUR.
 PU0725'1.8 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0725'SULPHUR, 48 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 PU0725'ROAD, 10.5 FEET NORTH-NORTHWEST OF A FENCE, 10.0 FEET NORTH
 PU0725'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET
 PU0725'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PU0725'GROUND.
 PU0725
 PU0725                          STATION RECOVERY (1963)
 PU0725
 PU0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU0725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0097 ***********************************************************************
 QT0097  DESIGNATION -  Z 122
 QT0097  PID         -  QT0097
 QT0097  STATE/COUNTY-  SD/MEADE
 QT0097  COUNTRY     -  US
 QT0097  USGS QUAD   -  DEEP CREEK SE (2017)
 QT0097
 QT0097                         *CURRENT SURVEY CONTROL
 QT0097  ______________________________________________________________________
 QT0097* NAD 83(1986) POSITION- 45 00 56.     (N) 102 16 18.     (W)   SCALED
 QT0097* NAVD 88 ORTHO HEIGHT -   818.315 (meters)     2684.76  (feet) ADJUSTED
 QT0097  ______________________________________________________________________
 QT0097  GEOID HEIGHT    -        -18.865 (meters)                     GEOID18
 QT0097  DYNAMIC HEIGHT  -        818.147 (meters)     2684.20  (feet) COMP
 QT0097  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 QT0097
 QT0097  VERT ORDER      -  SECOND    CLASS 0
 QT0097
 QT0097.The horizontal coordinates were scaled from a map and have
 QT0097.an estimated accuracy of +/- 6 seconds.
 QT0097
 QT0097.The orthometric height was determined by differential leveling and
 QT0097.adjusted by the NATIONAL GEODETIC SURVEY
 QT0097.in June 1991.
 QT0097
 QT0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0097.GEOID18 height accuracy estimate available here.
 QT0097
 QT0097.Click photographs - Photos may exist for this station.
 QT0097
 QT0097.The dynamic height is computed by dividing the NAVD 88
 QT0097.geopotential number by the normal gravity value computed on the
 QT0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0097.degrees latitude (g = 980.6199 gals.).
 QT0097
 QT0097.The modeled gravity was interpolated from observed gravity values.
 QT0097
 QT0097;                    North         East    Units  Estimated Accuracy
 QT0097;SPC SD N     -   133,880.      420,970.      MT  (+/- 180 meters Scaled)
 QT0097
 QT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK149883(NAD 83)
 QT0097
 QT0097                          SUPERSEDED SURVEY CONTROL
 QT0097
 QT0097  NGVD 29 (??/??/92)  817.848  (m)         2683.22   (f) ADJ UNCH    2 0
 QT0097
 QT0097.Superseded values are not recommended for survey control.
 QT0097
 QT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0097.See file dsdata.pdf to determine how the superseded data were derived.
 QT0097
 QT0097_MARKER: DB = BENCH MARK DISK
 QT0097_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 QT0097_STAMPING: Z 122 1934
 QT0097_MARK LOGO: CGS
 QT0097_PROJECTION: PROJECTING 10 CENTIMETERS
 QT0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0097
 QT0097  HISTORY     - Date     Condition        Report By
 QT0097  HISTORY     - 1934     MONUMENTED       CGS
 QT0097  HISTORY     - 1963     GOOD             CGS
 QT0097
 QT0097                          STATION DESCRIPTION
 QT0097
 QT0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0097'12 MI W FROM FAITH.
 QT0097'ABOUT 0.1 MILES NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 QT0097'FAITH, THENCE 11.0 MILES WEST ALONG U.S. HIGHWAY 212 TO A SIDE
 QT0097'ROAD LEFT, THENCE SOUTHWEST THROUGH A GATE AND ACROSS COUNTRY
 QT0097'FOLLOWING AN OLD ROAD BED FOR 0.9 MILE TO THE EAST SLOPE OF A HILL,
 QT0097'61 FEET NORTH OF THE CENTER LINE OF THE ROAD, 200 YARDS WEST
 QT0097'OF THE CENTER OF A VALLEY, 300 YARDS EAST OF THE CREST OF A HILL,
 QT0097'0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE OLD
 QT0097'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1072 ***********************************************************************
 PU1072  DESIGNATION -  Z 123
 PU1072  PID         -  PU1072
 PU1072  STATE/COUNTY-  SD/BUTTE
 PU1072  COUNTRY     -  US
 PU1072  USGS QUAD   -  NEWELL LAKE (2017)
 PU1072
 PU1072                         *CURRENT SURVEY CONTROL
 PU1072  ______________________________________________________________________
 PU1072* NAD 83(1986) POSITION- 44 48 07.     (N) 103 24 53.     (W)   SCALED
 PU1072* NAVD 88 ORTHO HEIGHT -   932.820 (meters)     3060.43  (feet) ADJUSTED
 PU1072  ______________________________________________________________________
 PU1072  GEOID HEIGHT    -        -16.407 (meters)                     GEOID18
 PU1072  DYNAMIC HEIGHT  -        932.590 (meters)     3059.67  (feet) COMP
 PU1072  MODELED GRAVITY -    980,338.0   (mgal)                       NAVD 88
 PU1072
 PU1072  VERT ORDER      -  SECOND    CLASS 0
 PU1072
 PU1072.The horizontal coordinates were scaled from a map and have
 PU1072.an estimated accuracy of +/- 6 seconds.
 PU1072
 PU1072.The orthometric height was determined by differential leveling and
 PU1072.adjusted by the NATIONAL GEODETIC SURVEY
 PU1072.in June 1991.
 PU1072
 PU1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1072.GEOID18 height accuracy estimate available here.
 PU1072
 PU1072.Click photographs - Photos may exist for this station.
 PU1072
 PU1072.The dynamic height is computed by dividing the NAVD 88
 PU1072.geopotential number by the normal gravity value computed on the
 PU1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1072.degrees latitude (g = 980.6199 gals.).
 PU1072
 PU1072.The modeled gravity was interpolated from observed gravity values.
 PU1072
 PU1072;                    North         East    Units  Estimated Accuracy
 PU1072;SPC SD N     -   113,330.      329,930.      MT  (+/- 180 meters Scaled)
 PU1072
 PU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK253621(NAD 83)
 PU1072
 PU1072                          SUPERSEDED SURVEY CONTROL
 PU1072
 PU1072  NGVD 29 (??/??/92)  932.349  (m)         3058.88   (f) ADJ UNCH    2 0
 PU1072
 PU1072.Superseded values are not recommended for survey control.
 PU1072
 PU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1072.See file dsdata.pdf to determine how the superseded data were derived.
 PU1072
 PU1072_MARKER: DB = BENCH MARK DISK
 PU1072_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1072_STAMPING: Z 123 1934
 PU1072_MARK LOGO: CGS
 PU1072_PROJECTION: PROJECTING 15 CENTIMETERS
 PU1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1072
 PU1072  HISTORY     - Date     Condition        Report By
 PU1072  HISTORY     - 1934     MONUMENTED       CGS
 PU1072  HISTORY     - 1963     GOOD             CGS
 PU1072
 PU1072                          STATION DESCRIPTION
 PU1072
 PU1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1072'6.8 MI N FROM NEWELL.
 PU1072'ABOUT 6.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1072'SCHOOL AT NEWELL, THENCE 0.6 MILE SOUTHEAST ACROSS PASTURE LAND,
 PU1072'ON THE OUTSIDE OF A CURVE AND 43 FEET EAST OF THE CENTERLINE OF
 PU1072'OLD STATE HIGHWAY 79, ABOUT 286 FEET SOUTHEAST ACROSS THE OLD
 PU1072'HIGHWAY FROM A POINT WHERE AN UNDERGROUND CABLE MAKES A SHARP
 PU1072'TURN, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 PU1072'ABOVE THE LEVEL OF THE OLD HIGHWAY, AND SET IN THE TOP OF A
 PU1072'CONCRETE POST PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0050 ***********************************************************************
 QT0050  DESIGNATION -  Z 124
 QT0050  PID         -  QT0050
 QT0050  STATE/COUNTY-  SD/PERKINS
 QT0050  COUNTRY     -  US
 QT0050  USGS QUAD   -  COAL SPRINGS NW (2017)
 QT0050
 QT0050                         *CURRENT SURVEY CONTROL
 QT0050  ______________________________________________________________________
 QT0050* NAD 83(1986) POSITION- 45 23 48.     (N) 102 09 58.     (W)   SCALED
 QT0050* NAVD 88 ORTHO HEIGHT -   788.531 (meters)     2587.04  (feet) ADJUSTED
 QT0050  ______________________________________________________________________
 QT0050  GEOID HEIGHT    -        -18.876 (meters)                     GEOID18
 QT0050  DYNAMIC HEIGHT  -        788.408 (meters)     2586.64  (feet) COMP
 QT0050  MODELED GRAVITY -    980,433.2   (mgal)                       NAVD 88
 QT0050
 QT0050  VERT ORDER      -  SECOND    CLASS 0
 QT0050
 QT0050.The horizontal coordinates were scaled from a map and have
 QT0050.an estimated accuracy of +/- 6 seconds.
 QT0050
 QT0050.The orthometric height was determined by differential leveling and
 QT0050.adjusted by the NATIONAL GEODETIC SURVEY
 QT0050.in June 1991.
 QT0050
 QT0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0050.GEOID18 height accuracy estimate available here.
 QT0050
 QT0050.Click photographs - Photos may exist for this station.
 QT0050
 QT0050.The dynamic height is computed by dividing the NAVD 88
 QT0050.geopotential number by the normal gravity value computed on the
 QT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0050.degrees latitude (g = 980.6199 gals.).
 QT0050
 QT0050.The modeled gravity was interpolated from observed gravity values.
 QT0050
 QT0050;                    North         East    Units  Estimated Accuracy
 QT0050;SPC SD N     -   175,990.      430,420.      MT  (+/- 180 meters Scaled)
 QT0050
 QT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL218309(NAD 83)
 QT0050
 QT0050                          SUPERSEDED SURVEY CONTROL
 QT0050
 QT0050  NGVD 29 (??/??/92)  788.089  (m)         2585.59   (f) ADJ UNCH    2 0
 QT0050
 QT0050.Superseded values are not recommended for survey control.
 QT0050
 QT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0050.See file dsdata.pdf to determine how the superseded data were derived.
 QT0050
 QT0050_MARKER: DB = BENCH MARK DISK
 QT0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0050_STAMPING: Z 124 1934
 QT0050_MARK LOGO: CGS
 QT0050_PROJECTION: PROJECTING 15 CENTIMETERS
 QT0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0050+STABILITY: SURFACE MOTION
 QT0050
 QT0050  HISTORY     - Date     Condition        Report By
 QT0050  HISTORY     - 1934     MONUMENTED       CGS
 QT0050
 QT0050                          STATION DESCRIPTION
 QT0050
 QT0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0050'6 MI SW FROM COAL SPRINGS.
 QT0050'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE
 QT0050'AT COAL SPRINGS, PERKINS COUNTY, 15.3 MILES NORTH OF THE BRIDGE
 QT0050'OVER MOREAU RIVER, 3.2 MILES SOUTH OF THE INTERSECTION WITH
 QT0050'STATE HIGHWAY 8, 185 YARDS NORTH OF A 3-FOOT CORRUGATED-IRON
 QT0050'CULVERT, AND 53 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QT0050'A STANDARD DISK, STAMPED Z 124 1934 AND SET IN THE TOP OF A
 QT0050'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2404 ***********************************************************************
 PU2404  DESIGNATION -  Z 125 RESET
 PU2404  PID         -  PU2404
 PU2404  STATE/COUNTY-  SD/MEADE
 PU2404  COUNTRY     -  US
 PU2404  USGS QUAD   -  AVANCE SE (2017)
 PU2404
 PU2404                         *CURRENT SURVEY CONTROL
 PU2404  ______________________________________________________________________
 PU2404* NAD 83(1986) POSITION- 44 49 13.     (N) 102 03 03.     (W)   SCALED
 PU2404* NAVD 88 ORTHO HEIGHT -   714.635 (meters)     2344.60  (feet) ADJUSTED
 PU2404  ______________________________________________________________________
 PU2404  GEOID HEIGHT    -        -19.712 (meters)                     GEOID18
 PU2404  DYNAMIC HEIGHT  -        714.482 (meters)     2344.10  (feet) COMP
 PU2404  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 PU2404
 PU2404  VERT ORDER      -  FIRST     CLASS II
 PU2404
 PU2404.The horizontal coordinates were scaled from a map and have
 PU2404.an estimated accuracy of +/- 6 seconds.
 PU2404
 PU2404.The orthometric height was determined by differential leveling and
 PU2404.adjusted by the NATIONAL GEODETIC SURVEY
 PU2404.in July 1998.
 PU2404
 PU2404.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2404.GEOID18 height accuracy estimate available here.
 PU2404
 PU2404.Click photographs - Photos may exist for this station.
 PU2404
 PU2404.The dynamic height is computed by dividing the NAVD 88
 PU2404.geopotential number by the normal gravity value computed on the
 PU2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2404.degrees latitude (g = 980.6199 gals.).
 PU2404
 PU2404.The modeled gravity was interpolated from observed gravity values.
 PU2404
 PU2404;                    North         East    Units  Estimated Accuracy
 PU2404;SPC SD N     -   111,730.      437,820.      MT  (+/- 180 meters Scaled)
 PU2404
 PU2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK331672(NAD 83)
 PU2404
 PU2404                          SUPERSEDED SURVEY CONTROL
 PU2404
 PU2404  NGVD 29 (04/17/07)  714.17   (m)         2343.1    (f) RESET       3  
 PU2404
 PU2404.Superseded values are not recommended for survey control.
 PU2404
 PU2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2404.See file dsdata.pdf to determine how the superseded data were derived.
 PU2404
 PU2404_MARKER: DV = VERTICAL CONTROL DISK
 PU2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2404_STAMPING: Z 125 RESET 1988
 PU2404_MARK LOGO: NGS
 PU2404_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2404+STABILITY: SURFACE MOTION
 PU2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2404+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2404
 PU2404  HISTORY     - Date     Condition        Report By
 PU2404  HISTORY     - 1988     MONUMENTED       NGS
 PU2404  HISTORY     - 19960711 GOOD             NGS
 PU2404
 PU2404                          STATION DESCRIPTION
 PU2404
 PU2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 PU2404'THIS MARK IS ALSO A POSITIONED HORIZONTAL POINT AND THE AZIMUTH MARK
 PU2404'FOR STATION ZEAL 2.
 PU2404'23.0 KM (14.30 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2404'WITH STATE HIGHWAY 34 AT HOWES, 24.15 M (79.1 FT) WEST FROM THE
 PU2404'CENTER OF 73, 1.22 M (4.0 FT) WEST FROM A FENCE, 0.3 M (1.0 FT)
 PU2404'WEST FROM A WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 PU2404'PROJECTS 0.15 M (0.5 FT).
 PU2404'OR 0.2 KM (0.10 MI) NORTH ALONG THE MAIN STREET IN FAITH FROM THE
 PU2404'POST OFFICE, THEN 0.6 KM (0.35 MI) WEST ALONG U.S. HIGHWAY 212,
 PU2404'THEN 22.6 KM (14.05 MI) SOUTH ALONG STATE HIGHWAY 73.
 PU2404
 PU2404                          STATION RECOVERY (1996)
 PU2404
 PU2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2404'23.1 KM (14.35 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2404'OF STATE HIGHWAY 34 IN HOWES, 481.0 M (1578.1 FT) NORTH OF MILEPOST
 PU2404'160, 34.9 M (114.5 FT) NORTH OF THE CENTER OF COUNTY ROAD 30 T, 24.2 M
 PU2404'(79.4 FT) WEST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) BELOW THE
 PU2404'LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) WEST OF A WITNESS POST AND FENCE,
 PU2404'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0672 ***********************************************************************
 PT0672  DESIGNATION -  Z 126
 PT0672  PID         -  PT0672
 PT0672  STATE/COUNTY-  SD/HAAKON
 PT0672  COUNTRY     -  US
 PT0672  USGS QUAD   -  MILESVILLE (2017)
 PT0672
 PT0672                         *CURRENT SURVEY CONTROL
 PT0672  ______________________________________________________________________
 PT0672* NAD 83(1986) POSITION- 44 24 04.     (N) 101 43 10.     (W)   SCALED
 PT0672* NAVD 88 ORTHO HEIGHT -   764.153 (meters)     2507.06  (feet) ADJUSTED
 PT0672  ______________________________________________________________________
 PT0672  GEOID HEIGHT    -        -20.807 (meters)                     GEOID18
 PT0672  DYNAMIC HEIGHT  -        763.952 (meters)     2506.40  (feet) COMP
 PT0672  MODELED GRAVITY -    980,329.0   (mgal)                       NAVD 88
 PT0672
 PT0672  VERT ORDER      -  SECOND    CLASS 0
 PT0672
 PT0672.The horizontal coordinates were scaled from a map and have
 PT0672.an estimated accuracy of +/- 6 seconds.
 PT0672
 PT0672.The orthometric height was determined by differential leveling and
 PT0672.adjusted by the NATIONAL GEODETIC SURVEY
 PT0672.in June 1991.
 PT0672
 PT0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0672.GEOID18 height accuracy estimate available here.
 PT0672
 PT0672.Click photographs - Photos may exist for this station.
 PT0672
 PT0672.The dynamic height is computed by dividing the NAVD 88
 PT0672.geopotential number by the normal gravity value computed on the
 PT0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0672.degrees latitude (g = 980.6199 gals.).
 PT0672
 PT0672.The modeled gravity was interpolated from observed gravity values.
 PT0672
 PT0672;                    North         East    Units  Estimated Accuracy
 PT0672;SPC SD S     -   230,640.      489,580.      MT  (+/- 180 meters Scaled)
 PT0672
 PT0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ834200(NAD 83)
 PT0672
 PT0672                          SUPERSEDED SURVEY CONTROL
 PT0672
 PT0672  NGVD 29 (??/??/92)  763.69   (m)         2505.5    (f) COMPUTED    2 0
 PT0672
 PT0672.Superseded values are not recommended for survey control.
 PT0672
 PT0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0672.See file dsdata.pdf to determine how the superseded data were derived.
 PT0672
 PT0672_MARKER: DB = BENCH MARK DISK
 PT0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0672_STAMPING: Z 126 1934
 PT0672_MARK LOGO: CGS
 PT0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0672+STABILITY: SURFACE MOTION
 PT0672
 PT0672  HISTORY     - Date     Condition        Report By
 PT0672  HISTORY     - 1934     MONUMENTED       CGS
 PT0672  HISTORY     - 1950     GOOD             CGS
 PT0672
 PT0672                          STATION DESCRIPTION
 PT0672
 PT0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PT0672'4.4 MI E FROM HARTLEY.
 PT0672'THE BENCH MARK IS LOCATED 4.35 MILES EAST OF THE HARTLEY POST
 PT0672'OFFICE, 1.05 MILES EAST OF TRIANGULATION STATION BURG, 48 FEET
 PT0672'SOUTH OF THE CENTER OF STATE HIGHWAY 73, 34 FEET EAST OF A FENCE
 PT0672'CORNER, 14 FEET WEST OF A WIRE GATE INTO PASTURE LAND, 2 FEET
 PT0672'NORTH OF A FENCE LINE, AND 2 FEET WEST OF A WITNESS POST.  TO
 PT0672'REACH FROM THE HARTLEY POST OFFICE, GO EASTERLY ON STATE HIGHWAY
 PT0672'73 FOR 4.35 MILES TO THE BENCH MARK ON THE RIGHT AS DESCRIBED.
 PT0672'THIS BENCH MARK WAS USED AS AZIMUTH MARK FOR STATION BURG.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0673 ***********************************************************************
 PT0673  DESIGNATION -  Z 126 RESET
 PT0673  PID         -  PT0673
 PT0673  STATE/COUNTY-  SD/HAAKON
 PT0673  COUNTRY     -  US
 PT0673  USGS QUAD   -  MILESVILLE (2017)
 PT0673
 PT0673                         *CURRENT SURVEY CONTROL
 PT0673  ______________________________________________________________________
 PT0673* NAD 83(1986) POSITION- 44 24 02.     (N) 101 43 09.     (W)   SCALED
 PT0673* NAVD 88 ORTHO HEIGHT -   763.242 (meters)     2504.07  (feet) ADJUSTED
 PT0673  ______________________________________________________________________
 PT0673  GEOID HEIGHT    -        -20.808 (meters)                     GEOID18
 PT0673  DYNAMIC HEIGHT  -        763.041 (meters)     2503.41  (feet) COMP
 PT0673  MODELED GRAVITY -    980,329.0   (mgal)                       NAVD 88
 PT0673
 PT0673  VERT ORDER      -  FIRST     CLASS II
 PT0673
 PT0673.The horizontal coordinates were scaled from a map and have
 PT0673.an estimated accuracy of +/- 6 seconds.
 PT0673
 PT0673.The orthometric height was determined by differential leveling and
 PT0673.adjusted by the NATIONAL GEODETIC SURVEY
 PT0673.in October 1997.
 PT0673
 PT0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0673.GEOID18 height accuracy estimate available here.
 PT0673
 PT0673.Click photographs - Photos may exist for this station.
 PT0673
 PT0673.The dynamic height is computed by dividing the NAVD 88
 PT0673.geopotential number by the normal gravity value computed on the
 PT0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0673.degrees latitude (g = 980.6199 gals.).
 PT0673
 PT0673.The modeled gravity was interpolated from observed gravity values.
 PT0673
 PT0673;                    North         East    Units  Estimated Accuracy
 PT0673;SPC SD S     -   230,580.      489,600.      MT  (+/- 180 meters Scaled)
 PT0673
 PT0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ834199(NAD 83)
 PT0673
 PT0673                          SUPERSEDED SURVEY CONTROL
 PT0673
 PT0673  NAVD 88 (06/15/91)  763.234  (m)         2504.04   (f) SUPERSEDED  1 2
 PT0673  NGVD 29 (??/??/92)  762.772  (m)         2502.53   (f) ADJ UNCH    1 2
 PT0673
 PT0673.Superseded values are not recommended for survey control.
 PT0673
 PT0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0673.See file dsdata.pdf to determine how the superseded data were derived.
 PT0673
 PT0673_MARKER: DB = BENCH MARK DISK
 PT0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0673_STAMPING: Z 126 RESET 1960
 PT0673_MARK LOGO: CGS
 PT0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 PT0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0673+STABILITY: SURFACE MOTION
 PT0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0673+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 PT0673
 PT0673  HISTORY     - Date     Condition        Report By
 PT0673  HISTORY     - 1960     MONUMENTED       CGS
 PT0673  HISTORY     - 1962     GOOD             CGS
 PT0673  HISTORY     - 1981     GOOD             NGS
 PT0673  HISTORY     - 19950718 GOOD             NGS
 PT0673  HISTORY     - 20120612 GOOD             INDIV
 PT0673
 PT0673                          STATION DESCRIPTION
 PT0673
 PT0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0673'6 MI SW FROM MILESVILLE.
 PT0673'ABOUT 4.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH OF
 PT0673'THE LUTHERAN HOUR AT MILESVILLE, THENCE 2.0 MILES WEST ALONG
 PT0673'STATE HIGHWAY 34 AND 73, 116 FEET SOUTH OF THE CENTERLINE OF
 PT0673'THE HIGHWAY, 36 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 PT0673'ROAD, 11 FEET SOUTH OF A TELEPHONE POLE, 2.8 FEET SOUTHEAST OF A
 PT0673'METAL WITNESS POST, 1 1/2 FEET EAST OF A FENCE, ABOUT LEVEL
 PT0673'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PT0673'PROJECTS ABOUT 2-INCHES.
 PT0673
 PT0673                          STATION RECOVERY (1981)
 PT0673
 PT0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PT0673'RECOVERED IN GOOD CONDITION.
 PT0673
 PT0673                          STATION RECOVERY (1995)
 PT0673
 PT0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0673'42.6 KM (26.45 MI) EASTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 PT0673'OF STATE HIGHWAY 73 IN HOWES, 482.0 M (1581.4 FT) WEST OF MILEPOST
 PT0673'140, 35.8 M (117.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.5 M (34.4
 PT0673'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 3.2 M (10.5 FT) NORTH OF AN
 PT0673'UNDERGROUND CABLE JUNCTION BOX, 0.9 M (3.0 FT) SOUTHEAST OF A WITNESS
 PT0673'POST, 0.5 M (1.6 FT) EAST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL
 PT0673'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 PT0673'GROUND SURFACE.
 PT0673
 PT0673                          STATION RECOVERY (2012)
 PT0673
 PT0673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PT0673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1498 ***********************************************************************
 PU1498  DESIGNATION -  Z 128
 PU1498  PID         -  PU1498
 PU1498  STATE/COUNTY-  SD/MEADE
 PU1498  COUNTRY     -  US
 PU1498  USGS QUAD   -  FORT MEADE (2017)
 PU1498
 PU1498                         *CURRENT SURVEY CONTROL
 PU1498  ______________________________________________________________________
 PU1498* NAD 83(1986) POSITION- 44 25 01.     (N) 103 26 04.     (W)   SCALED
 PU1498* NAVD 88 ORTHO HEIGHT -   985.340 (meters)     3232.74  (feet) ADJUSTED
 PU1498  ______________________________________________________________________
 PU1498  GEOID HEIGHT    -        -15.654 (meters)                     GEOID18
 PU1498  DYNAMIC HEIGHT  -        985.036 (meters)     3231.74  (feet) COMP
 PU1498  MODELED GRAVITY -    980,275.6   (mgal)                       NAVD 88
 PU1498
 PU1498  VERT ORDER      -  SECOND    CLASS 0
 PU1498
 PU1498.The horizontal coordinates were scaled from a map and have
 PU1498.an estimated accuracy of +/- 6 seconds.
 PU1498
 PU1498.The orthometric height was determined by differential leveling and
 PU1498.adjusted by the NATIONAL GEODETIC SURVEY
 PU1498.in June 1991.
 PU1498
 PU1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1498.GEOID18 height accuracy estimate available here.
 PU1498
 PU1498.Click photographs - Photos may exist for this station.
 PU1498
 PU1498.The dynamic height is computed by dividing the NAVD 88
 PU1498.geopotential number by the normal gravity value computed on the
 PU1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1498.degrees latitude (g = 980.6199 gals.).
 PU1498
 PU1498.The modeled gravity was interpolated from observed gravity values.
 PU1498
 PU1498;                    North         East    Units  Estimated Accuracy
 PU1498;SPC SD N     -    70,650.      326,560.      MT  (+/- 180 meters Scaled)
 PU1498
 PU1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK246193(NAD 83)
 PU1498
 PU1498                          SUPERSEDED SURVEY CONTROL
 PU1498
 PU1498  NGVD 29 (??/??/92)  984.84   (m)         3231.1    (f) COMPUTED    2 0
 PU1498
 PU1498.Superseded values are not recommended for survey control.
 PU1498
 PU1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1498.See file dsdata.pdf to determine how the superseded data were derived.
 PU1498
 PU1498_MARKER: DB = BENCH MARK DISK
 PU1498_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 PU1498_STAMPING: Z 128 1934
 PU1498_MARK LOGO: CGS
 PU1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1498
 PU1498  HISTORY     - Date     Condition        Report By
 PU1498  HISTORY     - 1934     MONUMENTED       CGS
 PU1498  HISTORY     - 1963     MARK NOT FOUND   CGS
 PU1498
 PU1498                          STATION DESCRIPTION
 PU1498
 PU1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1498'4.3 MI E FROM STURGIS.
 PU1498'Z-128 IS LOCATED 4.3 MILE EAST OF THE COURT HOUSE AT STURGIS,
 PU1498'74 FEET SOUTHWEST OF JUNCTION OF HIGHWAY WITH COUNTY CROSS
 PU1498'ROAD, 62 FEET SOUTHEAT OF HIGHWAY GUARD RAIL, 48 FEET SOUTH
 PU1498'OF CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE
 PU1498'POST 5 INCHES HIGH.
 PU1498
 PU1498                          STATION RECOVERY (1963)
 PU1498
 PU1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PU1498'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1499 ***********************************************************************
 PU1499  DESIGNATION -  Z 128 RESET
 PU1499  PID         -  PU1499
 PU1499  STATE/COUNTY-  SD/MEADE
 PU1499  COUNTRY     -  US
 PU1499  USGS QUAD   -  FORT MEADE (2017)
 PU1499
 PU1499                         *CURRENT SURVEY CONTROL
 PU1499  ______________________________________________________________________
 PU1499* NAD 83(1986) POSITION- 44 25 01.     (N) 103 26 04.     (W)   SCALED
 PU1499* NAVD 88 ORTHO HEIGHT -   986.31  (meters)     3235.9   (feet) RESET
 PU1499  ______________________________________________________________________
 PU1499  GEOID HEIGHT    -        -15.654 (meters)                     GEOID18
 PU1499  VERT ORDER      -  THIRD
 PU1499
 PU1499.The horizontal coordinates were scaled from a map and have
 PU1499.an estimated accuracy of +/- 6 seconds.
 PU1499
 PU1499.The orthometric height was computed from unverified reset data.
 PU1499
 PU1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1499.GEOID18 height accuracy estimate available here.
 PU1499
 PU1499.Click photographs - Photos may exist for this station.
 PU1499
 PU1499;                    North         East    Units  Estimated Accuracy
 PU1499;SPC SD N     -    70,650.      326,560.      MT  (+/- 180 meters Scaled)
 PU1499
 PU1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK246193(NAD 83)
 PU1499
 PU1499                          SUPERSEDED SURVEY CONTROL
 PU1499
 PU1499.No superseded survey control is available for this station.
 PU1499
 PU1499_MARKER: DB = BENCH MARK DISK
 PU1499_STAMPING: Z 128 RESET 1954
 PU1499_MARK LOGO: CGS
 PU1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU1499
 PU1499  HISTORY     - Date     Condition        Report By
 PU1499  HISTORY     - 1954     MONUMENTED       SDHD
 PU1499
 PU1499                          STATION DESCRIPTION
 PU1499
 PU1499'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1954
 PU1499'4.3 MI E FROM STURGIS.
 PU1499'4.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE
 PU1499'AT STURGIS, AT THE JUNCTION OF STATE HIGHWAY 79, 75 FEET
 PU1499'NORTH OF THE CENTERLINE OF STATE HIGHWAY 34, AND 75 FEET EAST
 PU1499'OF THE CENTERLINE OF STATE HIGHWAY 79.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0314 ***********************************************************************
 PU0314  DESIGNATION -  Z 129
 PU0314  PID         -  PU0314
 PU0314  STATE/COUNTY-  SD/PENNINGTON
 PU0314  COUNTRY     -  US
 PU0314  USGS QUAD   -  WASTA (2017)
 PU0314
 PU0314                         *CURRENT SURVEY CONTROL
 PU0314  ______________________________________________________________________
 PU0314* NAD 83(1986) POSITION- 44 04 10.     (N) 102 26 32.     (W)   SCALED
 PU0314* NAVD 88 ORTHO HEIGHT -   705.262 (meters)     2313.85  (feet) ADJUSTED
 PU0314  ______________________________________________________________________
 PU0314  GEOID HEIGHT    -        -18.502 (meters)                     GEOID18
 PU0314  DYNAMIC HEIGHT  -        705.071 (meters)     2313.22  (feet) COMP
 PU0314  MODELED GRAVITY -    980,324.5   (mgal)                       NAVD 88
 PU0314
 PU0314  VERT ORDER      -  SECOND    CLASS 0
 PU0314
 PU0314.The horizontal coordinates were scaled from a map and have
 PU0314.an estimated accuracy of +/- 6 seconds.
 PU0314
 PU0314.The orthometric height was determined by differential leveling and
 PU0314.adjusted by the NATIONAL GEODETIC SURVEY
 PU0314.in June 1991.
 PU0314
 PU0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0314.GEOID18 height accuracy estimate available here.
 PU0314
 PU0314.Click photographs - Photos may exist for this station.
 PU0314
 PU0314.The dynamic height is computed by dividing the NAVD 88
 PU0314.geopotential number by the normal gravity value computed on the
 PU0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0314.degrees latitude (g = 980.6199 gals.).
 PU0314
 PU0314.The modeled gravity was interpolated from observed gravity values.
 PU0314
 PU0314;                    North         East    Units  Estimated Accuracy
 PU0314;SPC SD S     -   195,020.      431,080.      MT  (+/- 180 meters Scaled)
 PU0314
 PU0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ048827(NAD 83)
 PU0314
 PU0314                          SUPERSEDED SURVEY CONTROL
 PU0314
 PU0314  NGVD 29 (??/??/92)  704.84   (m)         2312.5    (f) COMPUTED    2 0
 PU0314
 PU0314.Superseded values are not recommended for survey control.
 PU0314
 PU0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0314.See file dsdata.pdf to determine how the superseded data were derived.
 PU0314
 PU0314_MARKER: DB = BENCH MARK DISK
 PU0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0314_STAMPING: Z 129 1934
 PU0314_MARK LOGO: CGS
 PU0314_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0314+STABILITY: SURFACE MOTION
 PU0314
 PU0314  HISTORY     - Date     Condition        Report By
 PU0314  HISTORY     - 1934     MONUMENTED       CGS
 PU0314  HISTORY     - 1962     MARK NOT FOUND   CGS
 PU0314
 PU0314                          STATION DESCRIPTION
 PU0314
 PU0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU0314'AT WASTA.
 PU0314'AT WASTA, PENNINGTON COUNTY, 0.2 MILE NORTHEAST OF THE CHICAGO
 PU0314'AND NORTH WESTERN RAILWAY STATION, 112 FEET EAST OF THE CENTERLINE
 PU0314'OF U.S. HIGHWAY 16 AT A CURVE FROM THE NORTHEAST TO THE NORTHWEST,
 PU0314'78.9 FEET WEST OF THE WEST END OF A SIDETRACK FORMING THE WEST
 PU0314'PART OF A WYE, 62.3 FEET NORTH OF THE EAST END OF THE NORTH SIDE
 PU0314'OR PASSING TRACK, AND 39.4 FEET NORTHWEST OF THE NORTH RAIL
 PU0314'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Z 129 1934 AND
 PU0314'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 PU0314'GROUND.
 PU0314
 PU0314                          STATION RECOVERY (1962)
 PU0314
 PU0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0144 ***********************************************************************
 PT0144  DESIGNATION -  Z 13
 PT0144  PID         -  PT0144
 PT0144  STATE/COUNTY-  SD/HUGHES
 PT0144  COUNTRY     -  US
 PT0144  USGS QUAD   -  PIERRE (2017)
 PT0144
 PT0144                         *CURRENT SURVEY CONTROL
 PT0144  ______________________________________________________________________
 PT0144* NAD 83(1986) POSITION- 44 21 38.     (N) 100 20 03.     (W)   SCALED
 PT0144* NAVD 88 ORTHO HEIGHT -   443.845 (meters)     1456.18  (feet) ADJUSTED
 PT0144  ______________________________________________________________________
 PT0144  GEOID HEIGHT    -        -23.482 (meters)                     GEOID18
 PT0144  DYNAMIC HEIGHT  -        443.756 (meters)     1455.89  (feet) COMP
 PT0144  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 PT0144
 PT0144  VERT ORDER      -  FIRST     CLASS II
 PT0144
 PT0144.The horizontal coordinates were scaled from a map and have
 PT0144.an estimated accuracy of +/- 6 seconds.
 PT0144
 PT0144.The orthometric height was determined by differential leveling and
 PT0144.adjusted by the NATIONAL GEODETIC SURVEY
 PT0144.in June 1991.
 PT0144
 PT0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0144.GEOID18 height accuracy estimate available here.
 PT0144
 PT0144.Click photographs - Photos may exist for this station.
 PT0144
 PT0144.The dynamic height is computed by dividing the NAVD 88
 PT0144.geopotential number by the normal gravity value computed on the
 PT0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0144.degrees latitude (g = 980.6199 gals.).
 PT0144
 PT0144.The modeled gravity was interpolated from observed gravity values.
 PT0144
 PT0144;                    North         East    Units  Estimated Accuracy
 PT0144;SPC SD S     -   225,220.      599,930.      MT  (+/- 180 meters Scaled)
 PT0144
 PT0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ936127(NAD 83)
 PT0144
 PT0144                          SUPERSEDED SURVEY CONTROL
 PT0144
 PT0144  NGVD 29 (??/??/92)  443.470  (m)         1454.95   (f) ADJ UNCH    1 2
 PT0144
 PT0144.Superseded values are not recommended for survey control.
 PT0144
 PT0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0144.See file dsdata.pdf to determine how the superseded data were derived.
 PT0144
 PT0144_MARKER: DB = BENCH MARK DISK
 PT0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0144_STAMPING: 1454.977 Z 13 1926
 PT0144_MARK LOGO: CGS
 PT0144_PROJECTION: FLUSH
 PT0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0144+STABILITY: SURFACE MOTION
 PT0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PT0144+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1986
 PT0144
 PT0144  HISTORY     - Date     Condition        Report By
 PT0144  HISTORY     - 1926     MONUMENTED       CGS
 PT0144  HISTORY     - 1951     GOOD             CGS
 PT0144  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0144  HISTORY     - 19860930 MARK NOT FOUND   NGS
 PT0144
 PT0144                          STATION DESCRIPTION
 PT0144
 PT0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 PT0144'IN PIERRE.
 PT0144'AT PIERRE, HUGHES COUNTY, AT THE CROSSING OF MONROE AVENUE
 PT0144'AND THE CHICAGO AND NORTH WESTERN RAILWAY, 48 FEET NORTH OF THE
 PT0144'CENTER LINE OF THE MAIN TRACK, 42.5 FEET EAST OF THE CENTER LINE
 PT0144'OF THE AVENUE, 10 FEET EAST OF THE FIRST POLE EAST OF THE
 PT0144'CROSSING, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 PT0144'STAMPED 1454.977 Z 13 1926 AND SET IN THE TOP OF A CONCRETE
 PT0144'POST ABOUT FLUSH WITH THE GROUND.  NOTE-- THERE IS A LARGE HOLE
 PT0144'AT THE DESCRIBED LOCATION.
 PT0144
 PT0144                          STATION RECOVERY (1973)
 PT0144
 PT0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0144'MARK NOT FOUND.
 PT0144
 PT0144                          STATION RECOVERY (1986)
 PT0144
 PT0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PT0144'THE MARK WAS NOT FOUND. THERE IS 3 TO 5 FEET OF FILL AT THIS SITE
 PT0144'AND THE MARK IS PROBABLY UNDER THE FILL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0003 ***********************************************************************
 OT0003  DESIGNATION -  Z 130
 OT0003  PID         -  OT0003
 OT0003  STATE/COUNTY-  SD/PENNINGTON
 OT0003  COUNTRY     -  US
 OT0003  USGS QUAD   -  CONATA NE (2017)
 OT0003
 OT0003                         *CURRENT SURVEY CONTROL
 OT0003  ______________________________________________________________________
 OT0003* NAD 83(1986) POSITION- 43 43 53.10   (N) 102 02 20.62   (W)   HD_HELD1
 OT0003* NAVD 88 ORTHO HEIGHT -   726.018 (meters)     2381.94  (feet) ADJUSTED
 OT0003  ______________________________________________________________________
 OT0003  GEOID HEIGHT    -        -19.721 (meters)                     GEOID18
 OT0003  DYNAMIC HEIGHT  -        725.788 (meters)     2381.19  (feet) COMP
 OT0003  MODELED GRAVITY -    980,278.6   (mgal)                       NAVD 88
 OT0003
 OT0003  VERT ORDER      -  FIRST     CLASS II
 OT0003
 OT0003.The horizontal coordinates were determined by differentially corrected
 OT0003.hand held GPS observations or other comparable positioning techniques
 OT0003.and have an estimated accuracy of +/- 3 meters.
 OT0003
 OT0003.The orthometric height was determined by differential leveling and
 OT0003.adjusted by the NATIONAL GEODETIC SURVEY
 OT0003.in June 1991.
 OT0003
 OT0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0003.GEOID18 height accuracy estimate available here.
 OT0003
 OT0003.Click photographs - Photos may exist for this station.
 OT0003
 OT0003.The dynamic height is computed by dividing the NAVD 88
 OT0003.geopotential number by the normal gravity value computed on the
 OT0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0003.degrees latitude (g = 980.6199 gals.).
 OT0003
 OT0003.The modeled gravity was interpolated from observed gravity values.
 OT0003
 OT0003;                    North         East    Units  Estimated Accuracy
 OT0003;SPC SD S     -   156,726.2     462,596.6     MT  (+/- 3 meters HH1 GPS) 
 OT0003
 OT0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ3846346303(NAD 83)
 OT0003
 OT0003                          SUPERSEDED SURVEY CONTROL
 OT0003
 OT0003  NGVD 29 (??/??/92)  725.553  (m)         2380.42   (f) ADJ UNCH    1 2
 OT0003
 OT0003.Superseded values are not recommended for survey control.
 OT0003
 OT0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0003.See file dsdata.pdf to determine how the superseded data were derived.
 OT0003
 OT0003_MARKER: DB = BENCH MARK DISK
 OT0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0003_STAMPING: Z 130 1934
 OT0003_MARK LOGO: CGS
 OT0003_PROJECTION: FLUSH
 OT0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0003+STABILITY: SURFACE MOTION
 OT0003
 OT0003  HISTORY     - Date     Condition        Report By
 OT0003  HISTORY     - 1934     MONUMENTED       CGS
 OT0003  HISTORY     - 1962     GOOD             CGS
 OT0003  HISTORY     - 1963     GOOD             CGS
 OT0003
 OT0003                          STATION DESCRIPTION
 OT0003
 OT0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0003'2.8 MI W FROM INTERIOR.
 OT0003'ABOUT 1.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OT0003'PACIFIC RAILROAD FROM THE STATION AT INTERIOR, IN SECTION 2,
 OT0003'T 4 S, R 17 E, 80 YARDS WEST OF THE NORTHWEST CORNER OF TRESTLE
 OT0003'NUMBER W 218, 79 FEET NORTH-NORTHEAST OF THE CENTER LINE OF A
 OT0003'ROAD CROSSING, 64 1/2 FEET NORTH OF NORTH RAIL.  51 FEET EAST OF THE
 OT0003'CENTER LINE OF THE DIRT ROAD, 20 1/2 FEET EAST OF A FENCE, 1.5
 OT0003'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 OT0003'AND 4 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0003'CONCRETE POST FLUSH WITH THE GROUND.
 OT0003
 OT0003                          STATION RECOVERY (1963)
 OT0003
 OT0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 OT0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0195 ***********************************************************************
 OT0195  DESIGNATION -  Z 132
 OT0195  PID         -  OT0195
 OT0195  STATE/COUNTY-  SD/SHANNON
 OT0195  COUNTRY     -  US
 OT0195  USGS QUAD   -  MANDERSON (2017)
 OT0195
 OT0195                         *CURRENT SURVEY CONTROL
 OT0195  ______________________________________________________________________
 OT0195* NAD 83(1986) POSITION- 43 14 01.     (N) 102 28 17.     (W)   SCALED
 OT0195* NAVD 88 ORTHO HEIGHT -   928.500 (meters)     3046.25  (feet) ADJUSTED
 OT0195  ______________________________________________________________________
 OT0195  GEOID HEIGHT    -        -18.277 (meters)                     GEOID18
 OT0195  DYNAMIC HEIGHT  -        928.128 (meters)     3045.03  (feet) COMP
 OT0195  MODELED GRAVITY -    980,187.0   (mgal)                       NAVD 88
 OT0195
 OT0195  VERT ORDER      -  SECOND    CLASS 0
 OT0195
 OT0195.The horizontal coordinates were scaled from a map and have
 OT0195.an estimated accuracy of +/- 6 seconds.
 OT0195
 OT0195.The orthometric height was determined by differential leveling and
 OT0195.adjusted by the NATIONAL GEODETIC SURVEY
 OT0195.in June 1991.
 OT0195
 OT0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0195.GEOID18 height accuracy estimate available here.
 OT0195
 OT0195.Click photographs - Photos may exist for this station.
 OT0195
 OT0195.The dynamic height is computed by dividing the NAVD 88
 OT0195.geopotential number by the normal gravity value computed on the
 OT0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0195.degrees latitude (g = 980.6199 gals.).
 OT0195
 OT0195.The modeled gravity was interpolated from observed gravity values.
 OT0195
 OT0195;                    North         East    Units  Estimated Accuracy
 OT0195;SPC SD S     -   102,250.      426,350.      MT  (+/- 180 meters Scaled)
 OT0195
 OT0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH053898(NAD 83)
 OT0195
 OT0195                          SUPERSEDED SURVEY CONTROL
 OT0195
 OT0195  NGVD 29 (??/??/92)  928.034  (m)         3044.72   (f) ADJ UNCH    2 0
 OT0195
 OT0195.Superseded values are not recommended for survey control.
 OT0195
 OT0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0195.See file dsdata.pdf to determine how the superseded data were derived.
 OT0195
 OT0195_MARKER: DB = BENCH MARK DISK
 OT0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0195_STAMPING: Z 132 1934
 OT0195_MARK LOGO: CGS
 OT0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0195+STABILITY: SURFACE MOTION
 OT0195
 OT0195  HISTORY     - Date     Condition        Report By
 OT0195  HISTORY     - 1934     MONUMENTED       CGS
 OT0195  HISTORY     - 1966     MARK NOT FOUND   USGS
 OT0195
 OT0195                          STATION DESCRIPTION
 OT0195
 OT0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0195'AT MANDERSON.
 OT0195'AT MANDERSON, SHANNON COUNTY, ON THE ROAD LEADING TO BEENNAN,
 OT0195'0.2 MILE SOUTH OF THE POST OFFICE, 200 YARDS NORTHWEST OF A
 OT0195'CREEK, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 16
 OT0195'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING TO DAY SCHOOL 9.
 OT0195'A STANDARD DISK, STAMPED Z 132 1934 AND SET IN THE TOP OF A
 OT0195'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- MARK
 OT0195'BURIED UNDER HIGHWAY FILL.
 OT0195
 OT0195                          STATION RECOVERY (1966)
 OT0195
 OT0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OT0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0399 ***********************************************************************
 OT0399  DESIGNATION -  Z 133
 OT0399  PID         -  OT0399
 OT0399  STATE/COUNTY-  SD/FALL RIVER
 OT0399  COUNTRY     -  US
 OT0399  USGS QUAD   -  SMITHWICK (2017)
 OT0399
 OT0399                         *CURRENT SURVEY CONTROL
 OT0399  ______________________________________________________________________
 OT0399* NAD 83(1986) POSITION- 43 18 15.     (N) 103 13 15.     (W)   SCALED
 OT0399* NAVD 88 ORTHO HEIGHT -   992.017 (meters)     3254.64  (feet) ADJUSTED
 OT0399  ______________________________________________________________________
 OT0399  GEOID HEIGHT    -        -16.843 (meters)                     GEOID18
 OT0399  DYNAMIC HEIGHT  -        991.590 (meters)     3253.24  (feet) COMP
 OT0399  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 OT0399
 OT0399  VERT ORDER      -  SECOND    CLASS 0
 OT0399
 OT0399.The horizontal coordinates were scaled from a map and have
 OT0399.an estimated accuracy of +/- 6 seconds.
 OT0399
 OT0399.The orthometric height was determined by differential leveling and
 OT0399.adjusted by the NATIONAL GEODETIC SURVEY
 OT0399.in June 1991.
 OT0399
 OT0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0399.GEOID18 height accuracy estimate available here.
 OT0399
 OT0399.Click photographs - Photos may exist for this station.
 OT0399
 OT0399.The dynamic height is computed by dividing the NAVD 88
 OT0399.geopotential number by the normal gravity value computed on the
 OT0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0399.degrees latitude (g = 980.6199 gals.).
 OT0399
 OT0399.The modeled gravity was interpolated from observed gravity values.
 OT0399
 OT0399;                    North         East    Units  Estimated Accuracy
 OT0399;SPC SD S     -   111,920.      365,780.      MT  (+/- 180 meters Scaled)
 OT0399
 OT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH443961(NAD 83)
 OT0399
 OT0399                          SUPERSEDED SURVEY CONTROL
 OT0399
 OT0399  NGVD 29 (??/??/92)  991.501  (m)         3252.95   (f) ADJ UNCH    2 0
 OT0399
 OT0399.Superseded values are not recommended for survey control.
 OT0399
 OT0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0399.See file dsdata.pdf to determine how the superseded data were derived.
 OT0399
 OT0399_MARKER: DB = BENCH MARK DISK
 OT0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0399_STAMPING: Z 133 1934
 OT0399_MARK LOGO: CGS
 OT0399_PROJECTION: PROJECTING 5 CENTIMETERS
 OT0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0399+STABILITY: SURFACE MOTION
 OT0399
 OT0399  HISTORY     - Date     Condition        Report By
 OT0399  HISTORY     - 1934     MONUMENTED       CGS
 OT0399
 OT0399                          STATION DESCRIPTION
 OT0399
 OT0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0399'AT SMITHWICK.
 OT0399'AT SMITHWICK, FALL RIVER COUNTY, 6 POLES SOUTH OF THE CHICAGO
 OT0399'AND NORTH WESTERN RAILWAY STATION, 7 1/2 RAILS SOUTH OF THE
 OT0399'CROSSING OF U.S. HIGHWAY 18, 26.6 FEET WEST OF THE WEST RAIL,
 OT0399'25 FEET WEST OF A CATTLE GUARD, AND 2 FEET NORTH OF THE
 OT0399'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 133 1934 AND
 OT0399'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OT0399'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0235 ***********************************************************************
 OT0235  DESIGNATION -  Z 134
 OT0235  PID         -  OT0235
 OT0235  STATE/COUNTY-  SD/SHANNON
 OT0235  COUNTRY     -  US
 OT0235  USGS QUAD   -  PINE RIDGE (2017)
 OT0235
 OT0235                         *CURRENT SURVEY CONTROL
 OT0235  ______________________________________________________________________
 OT0235* NAD 83(1986) POSITION- 43 05 03.     (N) 102 35 23.     (W)   SCALED
 OT0235* NAVD 88 ORTHO HEIGHT -   958.899 (meters)     3145.99  (feet) ADJUSTED
 OT0235  ______________________________________________________________________
 OT0235  GEOID HEIGHT    -        -18.107 (meters)                     GEOID18
 OT0235  DYNAMIC HEIGHT  -        958.470 (meters)     3144.58  (feet) COMP
 OT0235  MODELED GRAVITY -    980,140.6   (mgal)                       NAVD 88
 OT0235
 OT0235  VERT ORDER      -  SECOND    CLASS 0
 OT0235
 OT0235.The horizontal coordinates were scaled from a map and have
 OT0235.an estimated accuracy of +/- 6 seconds.
 OT0235
 OT0235.The orthometric height was determined by differential leveling and
 OT0235.adjusted by the NATIONAL GEODETIC SURVEY
 OT0235.in June 1991.
 OT0235
 OT0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0235.GEOID18 height accuracy estimate available here.
 OT0235
 OT0235.Click photographs - Photos may exist for this station.
 OT0235
 OT0235.The dynamic height is computed by dividing the NAVD 88
 OT0235.geopotential number by the normal gravity value computed on the
 OT0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0235.degrees latitude (g = 980.6199 gals.).
 OT0235
 OT0235.The modeled gravity was interpolated from observed gravity values.
 OT0235
 OT0235;                    North         East    Units  Estimated Accuracy
 OT0235;SPC SD S     -    85,910.      416,300.      MT  (+/- 180 meters Scaled)
 OT0235
 OT0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH961729(NAD 83)
 OT0235
 OT0235                          SUPERSEDED SURVEY CONTROL
 OT0235
 OT0235  NGVD 29 (??/??/92)  958.394  (m)         3144.33   (f) ADJ UNCH    2 0
 OT0235
 OT0235.Superseded values are not recommended for survey control.
 OT0235
 OT0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0235.See file dsdata.pdf to determine how the superseded data were derived.
 OT0235
 OT0235_MARKER: DB = BENCH MARK DISK
 OT0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0235_STAMPING: Z 134 1934
 OT0235_MARK LOGO: CGS
 OT0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0235+STABILITY: SURFACE MOTION
 OT0235
 OT0235  HISTORY     - Date     Condition        Report By
 OT0235  HISTORY     - 1934     MONUMENTED       CGS
 OT0235  HISTORY     - 19931116 MARK NOT FOUND   NGS
 OT0235
 OT0235                          STATION DESCRIPTION
 OT0235
 OT0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0235'4.5 MI NW FROM PINE RIDGE.
 OT0235'4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 18 FROM THE INDIAN AGENCY
 OT0235'OFFICE BUILDING AT PINE RIDGE, SHANNON COUNTY, 0.4 MILE
 OT0235'NORTHWEST OF THE HOLY ROMAN MISSION, AT THE WEST END OF A CUT
 OT0235'THROUGH HILLS, 47.0 FEET SOUTH OF THE HIGHWAY PARALLELING A
 OT0235'CREEK, AND 1.3 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 OT0235'Z 134 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OT0235'INCHES ABOVE GROUND.
 OT0235
 OT0235                          STATION RECOVERY (1993)
 OT0235
 OT0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OT0235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0178 ***********************************************************************
 OS0178  DESIGNATION -  Z 136
 OS0178  PID         -  OS0178
 OS0178  STATE/COUNTY-  SD/TODD
 OS0178  COUNTRY     -  US
 OS0178  USGS QUAD   -  SOLDIER CREEK SE (2017)
 OS0178
 OS0178                         *CURRENT SURVEY CONTROL
 OS0178  ______________________________________________________________________
 OS0178* NAD 83(1986) POSITION- 43 15 52.     (N) 100 49 42.     (W)   SCALED
 OS0178* NAVD 88 ORTHO HEIGHT -   830.536 (meters)     2724.85  (feet) ADJUSTED
 OS0178  ______________________________________________________________________
 OS0178  GEOID HEIGHT    -        -22.585 (meters)                     GEOID18
 OS0178  DYNAMIC HEIGHT  -        830.207 (meters)     2723.77  (feet) COMP
 OS0178  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 OS0178
 OS0178  VERT ORDER      -  SECOND    CLASS 0
 OS0178
 OS0178.The horizontal coordinates were scaled from a map and have
 OS0178.an estimated accuracy of +/- 6 seconds.
 OS0178
 OS0178.The orthometric height was determined by differential leveling and
 OS0178.adjusted by the NATIONAL GEODETIC SURVEY
 OS0178.in June 1991.
 OS0178
 OS0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0178.GEOID18 height accuracy estimate available here.
 OS0178
 OS0178.Click photographs - Photos may exist for this station.
 OS0178
 OS0178.The dynamic height is computed by dividing the NAVD 88
 OS0178.geopotential number by the normal gravity value computed on the
 OS0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0178.degrees latitude (g = 980.6199 gals.).
 OS0178
 OS0178.The modeled gravity was interpolated from observed gravity values.
 OS0178
 OS0178;                    North         East    Units  Estimated Accuracy
 OS0178;SPC SD S     -   103,560.      559,810.      MT  (+/- 180 meters Scaled)
 OS0178
 OS0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN516918(NAD 83)
 OS0178
 OS0178                          SUPERSEDED SURVEY CONTROL
 OS0178
 OS0178  NGVD 29 (??/??/92)  830.148  (m)         2723.58   (f) ADJ UNCH    2 0
 OS0178
 OS0178.Superseded values are not recommended for survey control.
 OS0178
 OS0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0178.See file dsdata.pdf to determine how the superseded data were derived.
 OS0178
 OS0178_MARKER: DB = BENCH MARK DISK
 OS0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0178_STAMPING: Z 136 1934
 OS0178_MARK LOGO: CGS
 OS0178_PROJECTION: PROJECTING 5 CENTIMETERS
 OS0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0178+STABILITY: SURFACE MOTION
 OS0178
 OS0178  HISTORY     - Date     Condition        Report By
 OS0178  HISTORY     - 1934     MONUMENTED       CGS
 OS0178
 OS0178                          STATION DESCRIPTION
 OS0178
 OS0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0178'3.9 MI E FROM ROSEBUD.
 OS0178'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 18 FROM ROSEBUD,
 OS0178'TODD COUNTY, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OS0178'3.5 FEET SOUTHWEST OF A CORNER POST ON A SECTION LINE, AND
 OS0178'1.2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED Z 136
 OS0178'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OS0178'2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0058 ***********************************************************************
 OS0058  DESIGNATION -  Z 137
 OS0058  PID         -  OS0058
 OS0058  STATE/COUNTY-  SD/TRIPP
 OS0058  COUNTRY     -  US
 OS0058  USGS QUAD   -  WITTEN (2017)
 OS0058
 OS0058                         *CURRENT SURVEY CONTROL
 OS0058  ______________________________________________________________________
 OS0058* NAD 83(1986) POSITION- 43 24 53.     (N) 100 02 04.     (W)   SCALED
 OS0058* NAVD 88 ORTHO HEIGHT -   606.812 (meters)     1990.85  (feet) ADJUSTED
 OS0058  ______________________________________________________________________
 OS0058  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 OS0058  DYNAMIC HEIGHT  -        606.595 (meters)     1990.14  (feet) COMP
 OS0058  MODELED GRAVITY -    980,244.7   (mgal)                       NAVD 88
 OS0058
 OS0058  VERT ORDER      -  SECOND    CLASS 0
 OS0058
 OS0058.The horizontal coordinates were scaled from a map and have
 OS0058.an estimated accuracy of +/- 6 seconds.
 OS0058
 OS0058.The orthometric height was determined by differential leveling and
 OS0058.adjusted by the NATIONAL GEODETIC SURVEY
 OS0058.in June 1991.
 OS0058
 OS0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0058.GEOID18 height accuracy estimate available here.
 OS0058
 OS0058.Click photographs - Photos may exist for this station.
 OS0058
 OS0058.The dynamic height is computed by dividing the NAVD 88
 OS0058.geopotential number by the normal gravity value computed on the
 OS0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0058.degrees latitude (g = 980.6199 gals.).
 OS0058
 OS0058.The modeled gravity was interpolated from observed gravity values.
 OS0058
 OS0058;                    North         East    Units  Estimated Accuracy
 OS0058;SPC SD S     -   120,180.      624,210.      MT  (+/- 180 meters Scaled)
 OS0058
 OS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP162073(NAD 83)
 OS0058
 OS0058                          SUPERSEDED SURVEY CONTROL
 OS0058
 OS0058  NGVD 29 (??/??/92)  606.446  (m)         1989.65   (f) ADJ UNCH    2 0
 OS0058
 OS0058.Superseded values are not recommended for survey control.
 OS0058
 OS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0058.See file dsdata.pdf to determine how the superseded data were derived.
 OS0058
 OS0058_MARKER: DB = BENCH MARK DISK
 OS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0058_STAMPING: Z 137 1934
 OS0058_MARK LOGO: CGS
 OS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0058+STABILITY: SURFACE MOTION
 OS0058
 OS0058  HISTORY     - Date     Condition        Report By
 OS0058  HISTORY     - 1934     MONUMENTED       CGS
 OS0058
 OS0058                          STATION DESCRIPTION
 OS0058
 OS0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0058'2.8 MI S FROM WITTEN.
 OS0058'LOCATED 2.8 MILES SOUTHEAST OF STATION ALONG CHICAGO AND NORTH
 OS0058'WESTERN RWY, AT WITTEN, 0.3 MILE NORTHWEST OF M.P. 184, 134 FEET
 OS0058'SOUTHEAST OF INTERSECTION OF CENTERLINE OF SECTION ROAD AND
 OS0058'TRACKS, 91 FEET SOUTHEAST OF A TELEGRAPH POLE AND SET IN LINE
 OS0058'WITH POLES, 37.4 FEET SOUTHWEST OF SOUTHWEST RAIL, 9.5 FEET
 OS0058'NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 OS0058'POST 6 INCHES HIGH, STAMPED Z 137 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0010 ***********************************************************************
 PT0010  DESIGNATION -  Z 14
 PT0010  PID         -  PT0010
 PT0010  STATE/COUNTY-  SD/SULLY
 PT0010  COUNTRY     -  US
 PT0010  USGS QUAD   -  AGAR (2017)
 PT0010
 PT0010                         *CURRENT SURVEY CONTROL
 PT0010  ______________________________________________________________________
 PT0010* NAD 83(1986) POSITION- 44 45 52.     (N) 100 04 02.     (W)   SCALED
 PT0010* NAVD 88 ORTHO HEIGHT -   567.002 (meters)     1860.24  (feet) ADJUSTED
 PT0010  ______________________________________________________________________
 PT0010  GEOID HEIGHT    -        -22.922 (meters)                     GEOID18
 PT0010  DYNAMIC HEIGHT  -        566.903 (meters)     1859.91  (feet) COMP
 PT0010  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 PT0010
 PT0010  VERT ORDER      -  FIRST     CLASS II
 PT0010
 PT0010.The horizontal coordinates were scaled from a map and have
 PT0010.an estimated accuracy of +/- 6 seconds.
 PT0010
 PT0010.The orthometric height was determined by differential leveling and
 PT0010.adjusted by the NATIONAL GEODETIC SURVEY
 PT0010.in June 1991.
 PT0010
 PT0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0010.GEOID18 height accuracy estimate available here.
 PT0010
 PT0010.Click photographs - Photos may exist for this station.
 PT0010
 PT0010.The dynamic height is computed by dividing the NAVD 88
 PT0010.geopotential number by the normal gravity value computed on the
 PT0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0010.degrees latitude (g = 980.6199 gals.).
 PT0010
 PT0010.The modeled gravity was interpolated from observed gravity values.
 PT0010
 PT0010;                    North         East    Units  Estimated Accuracy
 PT0010;SPC SD N     -   103,470.      594,680.      MT  (+/- 180 meters Scaled)
 PT0010
 PT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ155573(NAD 83)
 PT0010
 PT0010                          SUPERSEDED SURVEY CONTROL
 PT0010
 PT0010  NGVD 29 (??/??/92)  566.649  (m)         1859.08   (f) ADJ UNCH    1 2
 PT0010
 PT0010.Superseded values are not recommended for survey control.
 PT0010
 PT0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0010.See file dsdata.pdf to determine how the superseded data were derived.
 PT0010
 PT0010_MARKER: DB = BENCH MARK DISK
 PT0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0010_STAMPING: 1859.081 Z 14 1926
 PT0010_MARK LOGO: CGS
 PT0010_PROJECTION: FLUSH
 PT0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0010+STABILITY: SURFACE MOTION
 PT0010
 PT0010  HISTORY     - Date     Condition        Report By
 PT0010  HISTORY     - 1926     MONUMENTED       CGS
 PT0010  HISTORY     - 1964     GOOD             USGS
 PT0010
 PT0010                          STATION DESCRIPTION
 PT0010
 PT0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 PT0010'4.2 MI N FROM ONIDA.
 PT0010'4-1/4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0010'FROM ONIDA, SULLY COUNTY, ABOUT 1/3 MILE SOUTHWEST OF A RANCH
 PT0010'HOUSE, AT A SECTION-LINE-ROAD CROSSING, 44.5 FEET EAST OF THE
 PT0010'CENTER LINE OF THE TRACK, 28 FEET NORTH OF THE CENTER LINE
 PT0010'OF THE ROAD, 5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, IN
 PT0010'LINE WITH A ROW OF POLES, AND 8 FEET SOUTHWEST OF THE FIRST
 PT0010'POLE NORTH OF THE ROAD.  A STANDARD DISK, STAMPED 1859.081
 PT0010'Z 14 1926 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 PT0010'WITH THE GROUND NEAR THE E 16TH COR. BETWEEN SECS. 14 AND 23,
 PT0010'T 115 N., R. 77 W.
 PT0010
 PT0010                          STATION RECOVERY (1964)
 PT0010
 PT0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0471 ***********************************************************************
 OR0471  DESIGNATION -  Z 140
 OR0471  PID         -  OR0471
 OR0471  STATE/COUNTY-  SD/LYMAN
 OR0471  COUNTRY     -  US
 OR0471  USGS QUAD   -  IONA (2017)
 OR0471
 OR0471                         *CURRENT SURVEY CONTROL
 OR0471  ______________________________________________________________________
 OR0471* NAD 83(1986) POSITION- 43 34 59.     (N) 099 25 30.     (W)   SCALED
 OR0471* NAVD 88 ORTHO HEIGHT -   540.644 (meters)     1773.76  (feet) ADJUSTED
 OR0471  ______________________________________________________________________
 OR0471  GEOID HEIGHT    -        -26.068 (meters)                     GEOID18
 OR0471  DYNAMIC HEIGHT  -        540.475 (meters)     1773.21  (feet) COMP
 OR0471  MODELED GRAVITY -    980,290.8   (mgal)                       NAVD 88
 OR0471
 OR0471  VERT ORDER      -  SECOND    CLASS 0
 OR0471
 OR0471.The horizontal coordinates were scaled from a map and have
 OR0471.an estimated accuracy of +/- 6 seconds.
 OR0471
 OR0471.The orthometric height was determined by differential leveling and
 OR0471.adjusted by the NATIONAL GEODETIC SURVEY
 OR0471.in June 1991.
 OR0471
 OR0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0471.GEOID18 height accuracy estimate available here.
 OR0471
 OR0471.Click photographs - Photos may exist for this station.
 OR0471
 OR0471.The dynamic height is computed by dividing the NAVD 88
 OR0471.geopotential number by the normal gravity value computed on the
 OR0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0471.degrees latitude (g = 980.6199 gals.).
 OR0471
 OR0471.The modeled gravity was interpolated from observed gravity values.
 OR0471
 OR0471;                    North         East    Units  Estimated Accuracy
 OR0471;SPC SD S     -   139,230.      673,350.      MT  (+/- 180 meters Scaled)
 OR0471
 OR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP656256(NAD 83)
 OR0471
 OR0471                          SUPERSEDED SURVEY CONTROL
 OR0471
 OR0471  NGVD 29 (??/??/92)  540.310  (m)         1772.67   (f) ADJ UNCH    2 0
 OR0471
 OR0471.Superseded values are not recommended for survey control.
 OR0471
 OR0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0471.See file dsdata.pdf to determine how the superseded data were derived.
 OR0471
 OR0471_MARKER: DB = BENCH MARK DISK
 OR0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0471_STAMPING: Z 140 1934
 OR0471_MARK LOGO: CGS
 OR0471_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0471+STABILITY: SURFACE MOTION
 OR0471
 OR0471  HISTORY     - Date     Condition        Report By
 OR0471  HISTORY     - 1934     MONUMENTED       CGS
 OR0471  HISTORY     - 1945     GOOD             CGS
 OR0471
 OR0471                          STATION DESCRIPTION
 OR0471
 OR0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0471'2.8 MI N FROM IONA.
 OR0471'2.8 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 OR0471'IONA, LYMAN COUNTY, 0.2 MILE NORTH OF A FARMYARD DRIVEWAY, 32
 OR0471'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF A
 OR0471'FENCE CORNER, AND 1.9 FEET EAST OF A FENCE.  A STANDARD DISK,
 OR0471'STAMPED Z 140 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0471'ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0107 ***********************************************************************
 OR0107  DESIGNATION -  Z 142
 OR0107  PID         -  OR0107
 OR0107  STATE/COUNTY-  SD/CHARLES MIX
 OR0107  COUNTRY     -  US
 OR0107  USGS QUAD   -  WAGNER (2017)
 OR0107
 OR0107                         *CURRENT SURVEY CONTROL
 OR0107  ______________________________________________________________________
 OR0107* NAD 83(1986) POSITION- 43 04 16.     (N) 098 15 20.     (W)   SCALED
 OR0107* NAVD 88 ORTHO HEIGHT -   427.085 (meters)     1401.19  (feet) ADJUSTED
 OR0107  ______________________________________________________________________
 OR0107  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 OR0107  DYNAMIC HEIGHT  -        426.940 (meters)     1400.72  (feet) COMP
 OR0107  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OR0107
 OR0107  VERT ORDER      -  SECOND    CLASS 0
 OR0107
 OR0107.The horizontal coordinates were scaled from a map and have
 OR0107.an estimated accuracy of +/- 6 seconds.
 OR0107
 OR0107.The orthometric height was determined by differential leveling and
 OR0107.adjusted by the NATIONAL GEODETIC SURVEY
 OR0107.in June 1991.
 OR0107
 OR0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0107.GEOID18 height accuracy estimate available here.
 OR0107
 OR0107.Click photographs - Photos may exist for this station.
 OR0107
 OR0107.The dynamic height is computed by dividing the NAVD 88
 OR0107.geopotential number by the normal gravity value computed on the
 OR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0107.degrees latitude (g = 980.6199 gals.).
 OR0107
 OR0107.The modeled gravity was interpolated from observed gravity values.
 OR0107
 OR0107;                    North         East    Units  Estimated Accuracy
 OR0107;SPC SD S     -    84,080.      769,200.      MT  (+/- 180 meters Scaled)
 OR0107
 OR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN606689(NAD 83)
 OR0107
 OR0107                          SUPERSEDED SURVEY CONTROL
 OR0107
 OR0107  NGVD 29 (??/??/92)  426.808  (m)         1400.29   (f) ADJ UNCH    2 0
 OR0107
 OR0107.Superseded values are not recommended for survey control.
 OR0107
 OR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0107.See file dsdata.pdf to determine how the superseded data were derived.
 OR0107
 OR0107_MARKER: DB = BENCH MARK DISK
 OR0107_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OR0107_STAMPING: Z 142 1934
 OR0107_MARK LOGO: CGS
 OR0107_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OR0107
 OR0107  HISTORY     - Date     Condition        Report By
 OR0107  HISTORY     - 1934     MONUMENTED       CGS
 OR0107  HISTORY     - 1946     GOOD             CGS
 OR0107
 OR0107                          STATION DESCRIPTION
 OR0107
 OR0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0107'2 MI E FROM WAGNER.
 OR0107'2.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OR0107'PACIFIC RAILROAD FROM THE STATION AT WAGNER, CHARLES MIX COUNTY,
 OR0107'OPPOSITE MILEPOST 44, 91 FEET EAST OF AN IRON CULVERT, 44.6 FEET
 OR0107'NORTH OF THE NORTH RAIL, AND 1.7 FEET SOUTH OF A FENCE.  A
 OR0107'STANDARD DISK, STAMPED Z 142 1934 AND SET IN THE TOP OF A CONCRETE
 OR0107'POST PROJECTING 3 INCHES ABOVE GROUND.
 OR0107
 OR0107                          STATION RECOVERY (1946)
 OR0107
 OR0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OR0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0077 ***********************************************************************
 OR0077  DESIGNATION -  Z 143
 OR0077  PID         -  OR0077
 OR0077  STATE/COUNTY-  SD/DOUGLAS
 OR0077  COUNTRY     -  US
 OR0077  USGS QUAD   -  ARMOUR SW (2017)
 OR0077
 OR0077                         *CURRENT SURVEY CONTROL
 OR0077  ______________________________________________________________________
 OR0077* NAD 83(1986) POSITION- 43 19 35.     (N) 098 22 45.     (W)   SCALED
 OR0077* NAVD 88 ORTHO HEIGHT -   481.212 (meters)     1578.78  (feet) ADJUSTED
 OR0077  ______________________________________________________________________
 OR0077  GEOID HEIGHT    -        -26.628 (meters)                     GEOID18
 OR0077  DYNAMIC HEIGHT  -        481.058 (meters)     1578.27  (feet) COMP
 OR0077  MODELED GRAVITY -    980,286.0   (mgal)                       NAVD 88
 OR0077
 OR0077  VERT ORDER      -  SECOND    CLASS 0
 OR0077
 OR0077.The horizontal coordinates were scaled from a map and have
 OR0077.an estimated accuracy of +/- 6 seconds.
 OR0077
 OR0077.The orthometric height was determined by differential leveling and
 OR0077.adjusted by the NATIONAL GEODETIC SURVEY
 OR0077.in June 1991.
 OR0077
 OR0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0077.GEOID18 height accuracy estimate available here.
 OR0077
 OR0077.Click photographs - Photos may exist for this station.
 OR0077
 OR0077.The dynamic height is computed by dividing the NAVD 88
 OR0077.geopotential number by the normal gravity value computed on the
 OR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0077.degrees latitude (g = 980.6199 gals.).
 OR0077
 OR0077.The modeled gravity was interpolated from observed gravity values.
 OR0077
 OR0077;                    North         East    Units  Estimated Accuracy
 OR0077;SPC SD S     -   112,180.      758,470.      MT  (+/- 180 meters Scaled)
 OR0077
 OR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN503972(NAD 83)
 OR0077
 OR0077                          SUPERSEDED SURVEY CONTROL
 OR0077
 OR0077  NGVD 29 (??/??/92)  480.890  (m)         1577.72   (f) ADJ UNCH    2 0
 OR0077
 OR0077.Superseded values are not recommended for survey control.
 OR0077
 OR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0077.See file dsdata.pdf to determine how the superseded data were derived.
 OR0077
 OR0077_MARKER: DB = BENCH MARK DISK
 OR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0077_STAMPING: Z 143 1934
 OR0077_MARK LOGO: CGS
 OR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0077+STABILITY: SURFACE MOTION
 OR0077
 OR0077  HISTORY     - Date     Condition        Report By
 OR0077  HISTORY     - 1934     MONUMENTED       CGS
 OR0077
 OR0077                          STATION DESCRIPTION
 OR0077
 OR0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0077'2 MI NW FROM ARMOUR.
 OR0077'ABOUT 2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OR0077'AND PACIFIC RAILROAD FROM THE COUNTY COURTHOUSE AT ARMOUR,
 OR0077'DOUGLAS COUNTY, 58 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 OR0077'HIGHWAY 41, 45 FEET NORTHEAST OF THE EAST RAIL, AND 2.5 FEET
 OR0077'SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED Z 143 1934 AND
 OR0077'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0091 ***********************************************************************
 OR0091  DESIGNATION -  Z 144
 OR0091  PID         -  OR0091
 OR0091  STATE/COUNTY-  SD/HUTCHINSON
 OR0091  COUNTRY     -  US
 OR0091  USGS QUAD   -  DELMONT SE (2017)
 OR0091
 OR0091                         *CURRENT SURVEY CONTROL
 OR0091  ______________________________________________________________________
 OR0091* NAD 83(1986) POSITION- 43 15 12.     (N) 098 04 55.     (W)   SCALED
 OR0091* NAVD 88 ORTHO HEIGHT -   462.723 (meters)     1518.12  (feet) ADJUSTED
 OR0091  ______________________________________________________________________
 OR0091  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 OR0091  DYNAMIC HEIGHT  -        462.572 (meters)     1517.62  (feet) COMP
 OR0091  MODELED GRAVITY -    980,281.1   (mgal)                       NAVD 88
 OR0091
 OR0091  VERT ORDER      -  SECOND    CLASS 0
 OR0091
 OR0091.The horizontal coordinates were scaled from a map and have
 OR0091.an estimated accuracy of +/- 6 seconds.
 OR0091
 OR0091.The orthometric height was determined by differential leveling and
 OR0091.adjusted by the NATIONAL GEODETIC SURVEY
 OR0091.in June 1991.
 OR0091
 OR0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0091.GEOID18 height accuracy estimate available here.
 OR0091
 OR0091.Click photographs - Photos may exist for this station.
 OR0091
 OR0091.The dynamic height is computed by dividing the NAVD 88
 OR0091.geopotential number by the normal gravity value computed on the
 OR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0091.degrees latitude (g = 980.6199 gals.).
 OR0091
 OR0091.The modeled gravity was interpolated from observed gravity values.
 OR0091
 OR0091;                    North         East    Units  Estimated Accuracy
 OR0091;SPC SD S     -   104,680.      782,790.      MT  (+/- 180 meters Scaled)
 OR0091
 OR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN745893(NAD 83)
 OR0091
 OR0091                          SUPERSEDED SURVEY CONTROL
 OR0091
 OR0091  NGVD 29 (??/??/92)  462.409  (m)         1517.09   (f) ADJ UNCH    2 0
 OR0091
 OR0091.Superseded values are not recommended for survey control.
 OR0091
 OR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0091.See file dsdata.pdf to determine how the superseded data were derived.
 OR0091
 OR0091_MARKER: DB = BENCH MARK DISK
 OR0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0091_STAMPING: Z 144 1934
 OR0091_MARK LOGO: CGS
 OR0091_PROJECTION: PROJECTING 10 CENTIMETERS
 OR0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0091+STABILITY: SURFACE MOTION
 OR0091
 OR0091  HISTORY     - Date     Condition        Report By
 OR0091  HISTORY     - 1934     MONUMENTED       CGS
 OR0091
 OR0091                          STATION DESCRIPTION
 OR0091
 OR0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OR0091'4.3 MI SE FROM DELMONT.
 OR0091'IN HUTCHINSON COUNTY, 4.3 MILES SOUTHEAST ALONG THE CHICAGO,
 OR0091'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 OR0091'DELMONT, DOUGLAS COUNTY, 223 YARDS NORTHWEST OF THE NORTHWEST
 OR0091'END OF A TRESTLE, 148 YARDS NORTHWEST OF A QUARTER-SECTION LINE,
 OR0091'45.1 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET SOUTHWEST
 OR0091'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 144 1934
 OR0091'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OR0091'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0486 ***********************************************************************
 OQ0486  DESIGNATION -  Z 145
 OQ0486  PID         -  OQ0486
 OQ0486  STATE/COUNTY-  SD/YANKTON
 OQ0486  COUNTRY     -  US
 OQ0486  USGS QUAD   -  LESTERVILLE (2017)
 OQ0486
 OQ0486                         *CURRENT SURVEY CONTROL
 OQ0486  ______________________________________________________________________
 OQ0486* NAD 83(1986) POSITION- 43 01 23.     (N) 097 33 24.     (W)   SCALED
 OQ0486* NAVD 88 ORTHO HEIGHT -   401.641 (meters)     1317.72  (feet) ADJUSTED
 OQ0486  ______________________________________________________________________
 OQ0486  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 OQ0486  DYNAMIC HEIGHT  -        401.521 (meters)     1317.32  (feet) COMP
 OQ0486  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 OQ0486
 OQ0486  VERT ORDER      -  SECOND    CLASS 0
 OQ0486
 OQ0486.The horizontal coordinates were scaled from a map and have
 OQ0486.an estimated accuracy of +/- 6 seconds.
 OQ0486
 OQ0486.The orthometric height was determined by differential leveling and
 OQ0486.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0486.in June 1991.
 OQ0486
 OQ0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0486.GEOID18 height accuracy estimate available here.
 OQ0486
 OQ0486.Click photographs - Photos may exist for this station.
 OQ0486
 OQ0486.The dynamic height is computed by dividing the NAVD 88
 OQ0486.geopotential number by the normal gravity value computed on the
 OQ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0486.degrees latitude (g = 980.6199 gals.).
 OQ0486
 OQ0486.The modeled gravity was interpolated from observed gravity values.
 OQ0486
 OQ0486;                    North         East    Units  Estimated Accuracy
 OQ0486;SPC SD S     -    80,410.      826,280.      MT  (+/- 180 meters Scaled)
 OQ0486
 OQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN176643(NAD 83)
 OQ0486
 OQ0486                          SUPERSEDED SURVEY CONTROL
 OQ0486
 OQ0486  NGVD 29 (??/??/92)  401.418  (m)         1316.99   (f) ADJ UNCH    2 0
 OQ0486
 OQ0486.Superseded values are not recommended for survey control.
 OQ0486
 OQ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0486.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0486
 OQ0486_MARKER: DB = BENCH MARK DISK
 OQ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0486_STAMPING: Z 145 1934
 OQ0486_MARK LOGO: CGS
 OQ0486_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0486+STABILITY: SURFACE MOTION
 OQ0486
 OQ0486  HISTORY     - Date     Condition        Report By
 OQ0486  HISTORY     - 1934     MONUMENTED       CGS
 OQ0486  HISTORY     - 1974     MARK NOT FOUND   USGS
 OQ0486
 OQ0486                          STATION DESCRIPTION
 OQ0486
 OQ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0486'2.1 MI SE FROM LESTERVILLE.
 OQ0486'2.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0486'PACIFIC RAILROAD FROM THE STATION AT LESTERVILLE, YANKTON COUNTY,
 OQ0486'0.2 MILE EAST OF MILEPOST 166, 265 YARDS NORTHWEST OF THE
 OQ0486'NORTHWEST END OF TRESTLE T 400, AT A FARM-ROAD CROSSING, 78.5
 OQ0486'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 44.7 FEET NORTHEAST
 OQ0486'OF THE NORTHEAST RAIL, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 OQ0486'FENCE.  A STANDARD DISK, STAMPED Z 145 1934 AND SET IN THE TOP
 OQ0486'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OQ0486
 OQ0486                          STATION RECOVERY (1974)
 OQ0486
 OQ0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OQ0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0515 ***********************************************************************
 OQ0515  DESIGNATION -  Z 146
 OQ0515  PID         -  OQ0515
 OQ0515  STATE/COUNTY-  SD/DAVISON
 OQ0515  COUNTRY     -  US
 OQ0515  USGS QUAD   -  ETHAN (2017)
 OQ0515
 OQ0515                         *CURRENT SURVEY CONTROL
 OQ0515  ______________________________________________________________________
 OQ0515* NAD 83(1986) POSITION- 43 36 04.61   (N) 097 59 48.49   (W)   HD_HELD1
 OQ0515* NAVD 88 ORTHO HEIGHT -   402.087 (meters)     1319.18  (feet) ADJUSTED
 OQ0515  ______________________________________________________________________
 OQ0515  GEOID HEIGHT    -        -26.334 (meters)                     GEOID18
 OQ0515  DYNAMIC HEIGHT  -        401.978 (meters)     1318.82  (feet) COMP
 OQ0515  MODELED GRAVITY -    980,339.0   (mgal)                       NAVD 88
 OQ0515
 OQ0515  VERT ORDER      -  SECOND    CLASS 0
 OQ0515
 OQ0515.The horizontal coordinates were determined by differentially corrected
 OQ0515.hand held GPS observations or other comparable positioning techniques
 OQ0515.and have an estimated accuracy of +/- 3 meters.
 OQ0515
 OQ0515.The orthometric height was determined by differential leveling and
 OQ0515.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0515.in June 1991.
 OQ0515
 OQ0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0515.GEOID18 height accuracy estimate available here.
 OQ0515
 OQ0515.Click photographs - Photos may exist for this station.
 OQ0515
 OQ0515.The dynamic height is computed by dividing the NAVD 88
 OQ0515.geopotential number by the normal gravity value computed on the
 OQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0515.degrees latitude (g = 980.6199 gals.).
 OQ0515
 OQ0515.The modeled gravity was interpolated from observed gravity values.
 OQ0515
 OQ0515;                    North         East    Units  Estimated Accuracy
 OQ0515;SPC SD S     -   143,510.9     788,612.2     MT  (+/- 3 meters HH1 GPS) 
 OQ0515
 OQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP8096728078(NAD 83)
 OQ0515
 OQ0515                          SUPERSEDED SURVEY CONTROL
 OQ0515
 OQ0515  NGVD 29 (??/??/92)  401.788  (m)         1318.20   (f) ADJ UNCH    2 0
 OQ0515
 OQ0515.Superseded values are not recommended for survey control.
 OQ0515
 OQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0515.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0515
 OQ0515_MARKER: DB = BENCH MARK DISK
 OQ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0515_STAMPING: Z 146 1934
 OQ0515_MARK LOGO: CGS
 OQ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0515+STABILITY: SURFACE MOTION
 OQ0515
 OQ0515  HISTORY     - Date     Condition        Report By
 OQ0515  HISTORY     - 1934     MONUMENTED       CGS
 OQ0515
 OQ0515                          STATION DESCRIPTION
 OQ0515
 OQ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0515'3.5 MI N FROM ETHAN.
 OQ0515'3.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0515'PACIFIC RAILROAD FROM THE STATION AT ETHAN, DAVISON COUNTY,
 OQ0515'AT A SECTION-ROAD CROSSING, ABOUT 225 FEET NORTH OF THE CENTER
 OQ0515'LINE OF THE ROAD, 44.9 FEET EAST OF THE EAST RAIL, AND 2 FEET
 OQ0515'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z
 OQ0515'146 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OQ0515'3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0415 ***********************************************************************
 OQ0415  DESIGNATION -  Z 147
 OQ0415  PID         -  OQ0415
 OQ0415  STATE/COUNTY-  SD/TURNER
 OQ0415  COUNTRY     -  US
 OQ0415  USGS QUAD   -  HURLEY (2017)
 OQ0415
 OQ0415                         *CURRENT SURVEY CONTROL
 OQ0415  ______________________________________________________________________
 OQ0415* NAD 83(1986) POSITION- 43 19 47.     (N) 097 05 51.     (W)   SCALED
 OQ0415* NAVD 88 ORTHO HEIGHT -   390.591 (meters)     1281.46  (feet) ADJUSTED
 OQ0415  ______________________________________________________________________
 OQ0415  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 OQ0415  DYNAMIC HEIGHT  -        390.486 (meters)     1281.12  (feet) COMP
 OQ0415  MODELED GRAVITY -    980,340.3   (mgal)                       NAVD 88
 OQ0415
 OQ0415  VERT ORDER      -  SECOND    CLASS 0
 OQ0415
 OQ0415.The horizontal coordinates were scaled from a map and have
 OQ0415.an estimated accuracy of +/- 6 seconds.
 OQ0415
 OQ0415.The orthometric height was determined by differential leveling and
 OQ0415.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0415.in June 1991.
 OQ0415
 OQ0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0415.GEOID18 height accuracy estimate available here.
 OQ0415
 OQ0415.Click photographs - Photos may exist for this station.
 OQ0415
 OQ0415.The dynamic height is computed by dividing the NAVD 88
 OQ0415.geopotential number by the normal gravity value computed on the
 OQ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0415.degrees latitude (g = 980.6199 gals.).
 OQ0415
 OQ0415.The modeled gravity was interpolated from observed gravity values.
 OQ0415
 OQ0415;                    North         East    Units  Estimated Accuracy
 OQ0415;SPC SD S     -   115,800.      862,350.      MT  (+/- 180 meters Scaled)
 OQ0415
 OQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN542991(NAD 83)
 OQ0415
 OQ0415                          SUPERSEDED SURVEY CONTROL
 OQ0415
 OQ0415  NGVD 29 (??/??/92)  390.352  (m)         1280.68   (f) ADJ UNCH    2 0
 OQ0415
 OQ0415.Superseded values are not recommended for survey control.
 OQ0415
 OQ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0415.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0415
 OQ0415_MARKER: DB = BENCH MARK DISK
 OQ0415_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 OQ0415_STAMPING: Z 147 1934
 OQ0415_MARK LOGO: CGS
 OQ0415_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0415
 OQ0415  HISTORY     - Date     Condition        Report By
 OQ0415  HISTORY     - 1934     MONUMENTED       CGS
 OQ0415  HISTORY     - 1940     GOOD             CGS
 OQ0415
 OQ0415                          STATION DESCRIPTION
 OQ0415
 OQ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 OQ0415'3.3 MI NW FROM HURLEY.
 OQ0415'3.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OQ0415'FROM THE STATION AT HURLEY, TURNER COUNTY, 1.5 POLES SOUTHEAST
 OQ0415'ACROSS THE TRACK FROM MILEPOST 44, NEAR A SECTIONLINE ROAD
 OQ0415'CROSSING, 104 FEET NORTHWEST OF THE NORTH END OF A CONCRETE-PIPE
 OQ0415'CULVERT UNDER THE ROAD, 44.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OQ0415'AND 0.6 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 OQ0415'DISK, STAMPED Z 147 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0415'PROJECTING 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0446 ***********************************************************************
 OQ0446  DESIGNATION -  Z 149
 OQ0446  PID         -  OQ0446
 OQ0446  STATE/COUNTY-  SD/BON HOMME
 OQ0446  COUNTRY     -  US
 OQ0446  USGS QUAD   -  TRIPP SE (2017)
 OQ0446
 OQ0446                         *CURRENT SURVEY CONTROL
 OQ0446  ______________________________________________________________________
 OQ0446* NAD 83(1986) POSITION- 43 03 30.     (N) 097 48 07.     (W)   SCALED
 OQ0446* NAVD 88 ORTHO HEIGHT -   440.155 (meters)     1444.08  (feet) ADJUSTED
 OQ0446  ______________________________________________________________________
 OQ0446  GEOID HEIGHT    -        -26.086 (meters)                     GEOID18
 OQ0446  DYNAMIC HEIGHT  -        440.020 (meters)     1443.63  (feet) COMP
 OQ0446  MODELED GRAVITY -    980,300.4   (mgal)                       NAVD 88
 OQ0446
 OQ0446  VERT ORDER      -  SECOND    CLASS 0
 OQ0446
 OQ0446.The horizontal coordinates were scaled from a map and have
 OQ0446.an estimated accuracy of +/- 6 seconds.
 OQ0446
 OQ0446.The orthometric height was determined by differential leveling and
 OQ0446.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0446.in June 1991.
 OQ0446
 OQ0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0446.GEOID18 height accuracy estimate available here.
 OQ0446
 OQ0446.Click photographs - Photos may exist for this station.
 OQ0446
 OQ0446.The dynamic height is computed by dividing the NAVD 88
 OQ0446.geopotential number by the normal gravity value computed on the
 OQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0446.degrees latitude (g = 980.6199 gals.).
 OQ0446
 OQ0446.The modeled gravity was interpolated from observed gravity values.
 OQ0446
 OQ0446;                    North         East    Units  Estimated Accuracy
 OQ0446;SPC SD S     -    83,680.      806,180.      MT  (+/- 180 meters Scaled)
 OQ0446
 OQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN975679(NAD 83)
 OQ0446
 OQ0446                          SUPERSEDED SURVEY CONTROL
 OQ0446
 OQ0446  NGVD 29 (??/??/92)  439.899  (m)         1443.24   (f) ADJ UNCH    2 0
 OQ0446
 OQ0446.Superseded values are not recommended for survey control.
 OQ0446
 OQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0446.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0446
 OQ0446_MARKER: DB = BENCH MARK DISK
 OQ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0446_STAMPING: Z 149 1934
 OQ0446_MARK LOGO: CGS
 OQ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0446+STABILITY: SURFACE MOTION
 OQ0446
 OQ0446  HISTORY     - Date     Condition        Report By
 OQ0446  HISTORY     - 1934     MONUMENTED       CGS
 OQ0446  HISTORY     - 1940     GOOD             CGS
 OQ0446  HISTORY     - 1974     MARK NOT FOUND   USGS
 OQ0446
 OQ0446                          STATION DESCRIPTION
 OQ0446
 OQ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0446'1.3 MI SW FROM BLAHA.
 OQ0446'1.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0446'PACIFIC RAILROAD FROM THE STATION AT BLAHA, BON HOMME COUNTY,
 OQ0446'ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 38, ABOUT 0.6 MILE SOUTHWEST
 OQ0446'OF A SECTION-LINE ROAD CROSSING, AND 2 FEET NORTHWEST OF THE
 OQ0446'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 149 1934 AND SET
 OQ0446'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 OQ0446'GROUND.
 OQ0446
 OQ0446                          STATION RECOVERY (1940)
 OQ0446
 OQ0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 OQ0446'RECOVERED IN GOOD CONDITION.
 OQ0446
 OQ0446                          STATION RECOVERY (1974)
 OQ0446
 OQ0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OQ0446'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0763 ***********************************************************************
 NM0763  DESIGNATION -  Z 151
 NM0763  PID         -  NM0763
 NM0763  STATE/COUNTY-  SD/CLAY
 NM0763  COUNTRY     -  US
 NM0763  USGS QUAD   -  VERMILLION SE (2017)
 NM0763
 NM0763                         *CURRENT SURVEY CONTROL
 NM0763  ______________________________________________________________________
 NM0763* NAD 83(1986) POSITION- 42 45 19.     (N) 096 51 55.     (W)   SCALED
 NM0763* NAVD 88 ORTHO HEIGHT -   347.552 (meters)     1140.26  (feet) ADJUSTED
 NM0763  ______________________________________________________________________
 NM0763  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 NM0763  DYNAMIC HEIGHT  -        347.452 (meters)     1139.93  (feet) COMP
 NM0763  MODELED GRAVITY -    980,323.5   (mgal)                       NAVD 88
 NM0763
 NM0763  VERT ORDER      -  SECOND    CLASS 0
 NM0763
 NM0763.The horizontal coordinates were scaled from a map and have
 NM0763.an estimated accuracy of +/- 6 seconds.
 NM0763
 NM0763.The orthometric height was determined by differential leveling and
 NM0763.adjusted by the NATIONAL GEODETIC SURVEY
 NM0763.in June 1991.
 NM0763
 NM0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0763.GEOID18 height accuracy estimate available here.
 NM0763
 NM0763.Click photographs - Photos may exist for this station.
 NM0763
 NM0763.The dynamic height is computed by dividing the NAVD 88
 NM0763.geopotential number by the normal gravity value computed on the
 NM0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0763.degrees latitude (g = 980.6199 gals.).
 NM0763
 NM0763.The modeled gravity was interpolated from observed gravity values.
 NM0763
 NM0763;                    North         East    Units  Estimated Accuracy
 NM0763;SPC SD S     -    52,800.      883,830.      MT  (+/- 180 meters Scaled)
 NM0763
 NM0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN746358(NAD 83)
 NM0763
 NM0763                          SUPERSEDED SURVEY CONTROL
 NM0763
 NM0763  NGVD 29 (??/??/92)  347.372  (m)         1139.67   (f) ADJ UNCH    2 0
 NM0763
 NM0763.Superseded values are not recommended for survey control.
 NM0763
 NM0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0763.See file dsdata.pdf to determine how the superseded data were derived.
 NM0763
 NM0763_MARKER: DB = BENCH MARK DISK
 NM0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0763_STAMPING: Z 151 1934
 NM0763_MARK LOGO: CGS
 NM0763_PROJECTION: PROJECTING 10 CENTIMETERS
 NM0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0763+STABILITY: SURFACE MOTION
 NM0763
 NM0763  HISTORY     - Date     Condition        Report By
 NM0763  HISTORY     - 1934     MONUMENTED       CGS
 NM0763  HISTORY     - 1981     GOOD             NGS
 NM0763
 NM0763                          STATION DESCRIPTION
 NM0763
 NM0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0763'3.8 MI SE FROM VERMILLION.
 NM0763'3.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0763'PACIFIC RAILROAD FROM THE STATION AT VERMILLION, CLAY COUNTY,
 NM0763'1.9 MILES NORTHWEST OF THE STATION AT BURBANK, 59 FEET NORTHEAST
 NM0763'OF THE CENTER OF A ROAD CROSSING, 24 FEET SOUTH OF THE FIRST
 NM0763'POLE SOUTHEAST OF THE CROSSING, AND 35 FEET NORTHEAST OF THE
 NM0763'NORTHEAST RAIL.  A STANDARD DISK, STAMPED Z 151 1934 AND SET IN
 NM0763'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NM0763
 NM0763                          STATION RECOVERY (1981)
 NM0763
 NM0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM0763'3.2 KM (2.0 MI) NORTHWEST ALONG COUNTY ROAD 10 FROM THE JUNCTION OF
 NM0763'MAIN STREET IN BURBANK, WHERE THE ROAD CROSSES THE RAILROAD, 18.5 M
 NM0763'(60.7 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 10.7 M (35.1 FT)
 NM0763'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACK, AND 2.35 N
 NM0763'(7.7 FT) SOUTH OF AN OBSERVATION WELL PIPE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0242 ***********************************************************************
 QR0242  DESIGNATION -  Z 16
 QR0242  PID         -  QR0242
 QR0242  STATE/COUNTY-  SD/EDMUNDS
 QR0242  COUNTRY     -  US
 QR0242  USGS QUAD   -  LOYALTON (2017)
 QR0242
 QR0242                         *CURRENT SURVEY CONTROL
 QR0242  ______________________________________________________________________
 QR0242* NAD 83(1986) POSITION- 45 17 18.     (N) 099 16 55.     (W)   SCALED
 QR0242* NAVD 88 ORTHO HEIGHT -   513.829 (meters)     1685.79  (feet) ADJUSTED
 QR0242  ______________________________________________________________________
 QR0242  GEOID HEIGHT    -        -23.269 (meters)                     GEOID18
 QR0242  DYNAMIC HEIGHT  -        513.773 (meters)     1685.60  (feet) COMP
 QR0242  MODELED GRAVITY -    980,490.4   (mgal)                       NAVD 88
 QR0242
 QR0242  VERT ORDER      -  FIRST     CLASS II
 QR0242
 QR0242.The horizontal coordinates were scaled from a map and have
 QR0242.an estimated accuracy of +/- 6 seconds.
 QR0242
 QR0242.The orthometric height was determined by differential leveling and
 QR0242.adjusted by the NATIONAL GEODETIC SURVEY
 QR0242.in June 1991.
 QR0242
 QR0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0242.GEOID18 height accuracy estimate available here.
 QR0242
 QR0242.Click photographs - Photos may exist for this station.
 QR0242
 QR0242.The dynamic height is computed by dividing the NAVD 88
 QR0242.geopotential number by the normal gravity value computed on the
 QR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0242.degrees latitude (g = 980.6199 gals.).
 QR0242
 QR0242.The modeled gravity was interpolated from observed gravity values.
 QR0242
 QR0242;                    North         East    Units  Estimated Accuracy
 QR0242;SPC SD N     -   161,930.      656,330.      MT  (+/- 180 meters Scaled)
 QR0242
 QR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR778150(NAD 83)
 QR0242
 QR0242                          SUPERSEDED SURVEY CONTROL
 QR0242
 QR0242  NGVD 29 (??/??/92)  513.471  (m)         1684.61   (f) ADJ UNCH    1 2
 QR0242
 QR0242.Superseded values are not recommended for survey control.
 QR0242
 QR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0242.See file dsdata.pdf to determine how the superseded data were derived.
 QR0242
 QR0242_MARKER: DB = BENCH MARK DISK
 QR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0242_STAMPING: 1684.613 Z 16 1926
 QR0242_MARK LOGO: CGS
 QR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0242+STABILITY: SURFACE MOTION
 QR0242
 QR0242  HISTORY     - Date     Condition        Report By
 QR0242  HISTORY     - 1926     MONUMENTED       CGS
 QR0242  HISTORY     - 1934     GOOD             CGS
 QR0242
 QR0242                          STATION DESCRIPTION
 QR0242
 QR0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0242'AT LOYALTON.
 QR0242'AT LOYALTON, EDMUNDS COUNTY, ABOUT 200 YARDS NORTH OF THE CHICAGO,
 QR0242'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 200
 QR0242'FEET NORTHEAST OF THE LOYALTON EQUITABLE UNION EXCHANGE ELEVATOR,
 QR0242'AT THE FIRST ROAD CROSSING NORTH OF THE STATION, 45.5 FEET EAST
 QR0242'OF THE CENTER LINE OF THE TRACK, 40 FEET NORTH OF THE CENTER
 QR0242'LINE OF THE ROAD, 14 FEET NORTHWEST OF A FENCE CORNER, AND 4
 QR0242'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QR0242'STAMPED 1684.613 Z 16 1926 AND SET IN THE TOP OF A CONCRETE POST
 QR0242'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0344 ***********************************************************************
 QR0344  DESIGNATION -  Z 17
 QR0344  PID         -  QR0344
 QR0344  STATE/COUNTY-  SD/MCPHERSON
 QR0344  COUNTRY     -  US
 QR0344  USGS QUAD   -  EUREKA WEST (2017)
 QR0344
 QR0344                         *CURRENT SURVEY CONTROL
 QR0344  ______________________________________________________________________
 QR0344* NAD 83(1986) POSITION- 45 50 31.     (N) 099 39 24.     (W)   SCALED
 QR0344* NAVD 88 ORTHO HEIGHT -   563.211 (meters)     1847.80  (feet) ADJUSTED
 QR0344  ______________________________________________________________________
 QR0344  GEOID HEIGHT    -        -22.692 (meters)                     GEOID18
 QR0344  DYNAMIC HEIGHT  -        563.171 (meters)     1847.67  (feet) COMP
 QR0344  MODELED GRAVITY -    980,526.3   (mgal)                       NAVD 88
 QR0344
 QR0344  VERT ORDER      -  FIRST     CLASS II
 QR0344
 QR0344.The horizontal coordinates were scaled from a map and have
 QR0344.an estimated accuracy of +/- 6 seconds.
 QR0344
 QR0344.The orthometric height was determined by differential leveling and
 QR0344.adjusted by the NATIONAL GEODETIC SURVEY
 QR0344.in June 1991.
 QR0344
 QR0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0344.GEOID18 height accuracy estimate available here.
 QR0344
 QR0344.Click photographs - Photos may exist for this station.
 QR0344
 QR0344.The dynamic height is computed by dividing the NAVD 88
 QR0344.geopotential number by the normal gravity value computed on the
 QR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0344.degrees latitude (g = 980.6199 gals.).
 QR0344
 QR0344.The modeled gravity was interpolated from observed gravity values.
 QR0344
 QR0344;                    North         East    Units  Estimated Accuracy
 QR0344;SPC SD N     -   223,270.      626,670.      MT  (+/- 180 meters Scaled)
 QR0344
 QR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR490766(NAD 83)
 QR0344
 QR0344                          SUPERSEDED SURVEY CONTROL
 QR0344
 QR0344  NGVD 29 (??/??/92)  562.813  (m)         1846.50   (f) ADJ UNCH    1 2
 QR0344
 QR0344.Superseded values are not recommended for survey control.
 QR0344
 QR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0344.See file dsdata.pdf to determine how the superseded data were derived.
 QR0344
 QR0344_MARKER: DB = BENCH MARK DISK
 QR0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0344_STAMPING: 1846.496 Z 17 1927
 QR0344_MARK LOGO: CGS
 QR0344_PROJECTION: PROJECTING 13 CENTIMETERS
 QR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0344+STABILITY: SURFACE MOTION
 QR0344
 QR0344  HISTORY     - Date     Condition        Report By
 QR0344  HISTORY     - 1927     MONUMENTED       CGS
 QR0344  HISTORY     - 1934     GOOD             CGS
 QR0344
 QR0344                          STATION DESCRIPTION
 QR0344
 QR0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0344'5.3 MI NW FROM EUREKA.
 QR0344'5.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0344'PACIFIC RAILROAD FROM EUREKA, MC PHERSON COUNTY, 1,050 FEET
 QR0344'NORTHWEST OF THE CROSSING OF A SECTION-LINE ROAD, 380 FEET
 QR0344'NORTHWEST OF ANOTHER ROAD CROSSING, 29 FEET SOUTHWEST OF THE
 QR0344'CENTER LINE OF THE TRACK, 14 FEET NORTHEAST OF A POLE, AND
 QR0344'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED 1846.496 Z 17
 QR0344'1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 QR0344'ABOVE GROUND.
 QR0344
 QR0344                          STATION RECOVERY (1934)
 QR0344
 QR0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QR0344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1603 ***********************************************************************
 PU1603  DESIGNATION -  Z 176
 PU1603  PID         -  PU1603
 PU1603  STATE/COUNTY-  SD/LAWRENCE
 PU1603  COUNTRY     -  US
 PU1603  USGS QUAD   -  SPEARFISH (2017)
 PU1603
 PU1603                         *CURRENT SURVEY CONTROL
 PU1603  ______________________________________________________________________
 PU1603* NAD 83(1986) POSITION- 44 25 41.     (N) 103 52 21.     (W)   SCALED
 PU1603* NAVD 88 ORTHO HEIGHT -  1248.161 (meters)     4095.01  (feet) ADJUSTED
 PU1603  ______________________________________________________________________
 PU1603  GEOID HEIGHT    -        -14.015 (meters)                     GEOID18
 PU1603  DYNAMIC HEIGHT  -       1247.646 (meters)     4093.32  (feet) COMP
 PU1603  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 PU1603
 PU1603  VERT ORDER      -  SECOND    CLASS 0
 PU1603
 PU1603.The horizontal coordinates were scaled from a map and have
 PU1603.an estimated accuracy of +/- 6 seconds.
 PU1603
 PU1603.The orthometric height was determined by differential leveling and
 PU1603.adjusted by the NATIONAL GEODETIC SURVEY
 PU1603.in June 1991.
 PU1603
 PU1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1603.GEOID18 height accuracy estimate available here.
 PU1603
 PU1603.Click photographs - Photos may exist for this station.
 PU1603
 PU1603.The dynamic height is computed by dividing the NAVD 88
 PU1603.geopotential number by the normal gravity value computed on the
 PU1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1603.degrees latitude (g = 980.6199 gals.).
 PU1603
 PU1603.The modeled gravity was interpolated from observed gravity values.
 PU1603
 PU1603;                    North         East    Units  Estimated Accuracy
 PU1603;SPC SD N     -    73,460.      291,760.      MT  (+/- 180 meters Scaled)
 PU1603
 PU1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK897200(NAD 83)
 PU1603
 PU1603                          SUPERSEDED SURVEY CONTROL
 PU1603
 PU1603  NGVD 29 (??/??/92) 1247.521  (m)         4092.91   (f) ADJ UNCH    2 0
 PU1603
 PU1603.Superseded values are not recommended for survey control.
 PU1603
 PU1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1603.See file dsdata.pdf to determine how the superseded data were derived.
 PU1603
 PU1603_MARKER: DB = BENCH MARK DISK
 PU1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1603_STAMPING: Z 176 1934
 PU1603_MARK LOGO: CGS
 PU1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1603+STABILITY: SURFACE MOTION
 PU1603
 PU1603  HISTORY     - Date     Condition        Report By
 PU1603  HISTORY     - 1934     MONUMENTED       CGS
 PU1603
 PU1603                          STATION DESCRIPTION
 PU1603
 PU1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1603'6.1 MI S FROM SPEARFISH.
 PU1603'6.1 MILES SOUTH ALONG A COUNTY ROAD FROM THE ABANDONED RAILROAD
 PU1603'STATION AT SPEARFISH, LAWRENCE COUNTY, IN SPEARFISH CANYON, 126
 PU1603'FEET EAST OF SPEARFISH RIVER, IN THE FRONT YARD OF A SUMMER COTTAGE,
 PU1603'21 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 36 FEET WEST OF THE
 PU1603'FRONT DOOR OF THE COTTAGE.  A STANDARD DISK, STAMPED Z 176 1934
 PU1603'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0546 ***********************************************************************
 OT0546  DESIGNATION -  Z 177
 OT0546  PID         -  OT0546
 OT0546  STATE/COUNTY-  SD/PENNINGTON
 OT0546  COUNTRY     -  US
 OT0546  USGS QUAD   -  HILL CITY (2017)
 OT0546
 OT0546                         *CURRENT SURVEY CONTROL
 OT0546  ______________________________________________________________________
 OT0546* NAD 83(1986) POSITION- 43 57 55.20   (N) 103 36 39.77   (W)   HD_HELD1
 OT0546* NAVD 88 ORTHO HEIGHT -  1612.876 (meters)     5291.58  (feet) ADJUSTED
 OT0546  ______________________________________________________________________
 OT0546  GEOID HEIGHT    -        -13.476 (meters)                     GEOID18
 OT0546  DYNAMIC HEIGHT  -       1612.134 (meters)     5289.14  (feet) COMP
 OT0546  MODELED GRAVITY -    980,100.9   (mgal)                       NAVD 88
 OT0546
 OT0546  VERT ORDER      -  SECOND    CLASS 0
 OT0546
 OT0546.The horizontal coordinates were determined by differentially corrected
 OT0546.hand held GPS observations or other comparable positioning techniques
 OT0546.and have an estimated accuracy of +/- 3 meters.
 OT0546
 OT0546.The orthometric height was determined by differential leveling and
 OT0546.adjusted by the NATIONAL GEODETIC SURVEY
 OT0546.in June 1991.
 OT0546
 OT0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0546.GEOID18 height accuracy estimate available here.
 OT0546
 OT0546.Click photographs - Photos may exist for this station.
 OT0546
 OT0546.The dynamic height is computed by dividing the NAVD 88
 OT0546.geopotential number by the normal gravity value computed on the
 OT0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0546.degrees latitude (g = 980.6199 gals.).
 OT0546
 OT0546.The modeled gravity was interpolated from observed gravity values.
 OT0546
 OT0546;                    North         East    Units  Estimated Accuracy
 OT0546;SPC SD S     -   186,492.7     337,042.0     MT  (+/- 3 meters HH1 GPS) 
 OT0546
 OT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ1142368960(NAD 83)
 OT0546
 OT0546                          SUPERSEDED SURVEY CONTROL
 OT0546
 OT0546  NGVD 29 (??/??/92) 1612.229  (m)         5289.45   (f) ADJ UNCH    2 0
 OT0546
 OT0546.Superseded values are not recommended for survey control.
 OT0546
 OT0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0546.See file dsdata.pdf to determine how the superseded data were derived.
 OT0546
 OT0546_MARKER: DB = BENCH MARK DISK
 OT0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0546_STAMPING: Z 177 1934
 OT0546_MARK LOGO: CGS
 OT0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0546+STABILITY: SURFACE MOTION
 OT0546
 OT0546  HISTORY     - Date     Condition        Report By
 OT0546  HISTORY     - 1934     MONUMENTED       CGS
 OT0546
 OT0546                          STATION DESCRIPTION
 OT0546
 OT0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OT0546'3.8 MI NW FROM HILL CITY.
 OT0546'3.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0546'RAILROAD FROM THE STATION AT HILL CITY, PENNINGTON COUNTY, ABOUT
 OT0546'0.2 MILE NORTHWEST OF MILEPOST 64, ABOUT 12 RAILS EAST OF BRIDGE
 OT0546'64.30, ABOUT 130 FEET WEST OF THE CAMP 793 SIGN, 36 FEET SOUTH
 OT0546'OF THE SOUTH RAIL, 2.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND
 OT0546'ON THE SOUTH BANK OF A SLIGHT CUT.  A STANDARD DISK, STAMPED Z
 OT0546'177 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1528 ***********************************************************************
 PU1528  DESIGNATION -  Z 182
 PU1528  PID         -  PU1528
 PU1528  STATE/COUNTY-  SD/PENNINGTON
 PU1528  COUNTRY     -  US
 PU1528  USGS QUAD   -  PACTOLA DAM (2017)
 PU1528
 PU1528                         *CURRENT SURVEY CONTROL
 PU1528  ______________________________________________________________________
 PU1528* NAD 83(1986) POSITION- 44 04 54.55   (N) 103 26 28.06   (W)   HD_HELD1
 PU1528* NAVD 88 ORTHO HEIGHT -  1313.509 (meters)     4309.40  (feet) ADJUSTED
 PU1528  ______________________________________________________________________
 PU1528  GEOID HEIGHT    -        -14.508 (meters)                     GEOID18
 PU1528  DYNAMIC HEIGHT  -       1313.003 (meters)     4307.74  (feet) COMP
 PU1528  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 PU1528
 PU1528  VERT ORDER      -  SECOND    CLASS 0
 PU1528
 PU1528.The horizontal coordinates were determined by differentially corrected
 PU1528.hand held GPS observations or other comparable positioning techniques
 PU1528.and have an estimated accuracy of +/- 3 meters.
 PU1528
 PU1528.The orthometric height was determined by differential leveling and
 PU1528.adjusted by the NATIONAL GEODETIC SURVEY
 PU1528.in June 1991.
 PU1528
 PU1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1528.GEOID18 height accuracy estimate available here.
 PU1528
 PU1528.Click photographs - Photos may exist for this station.
 PU1528
 PU1528.The dynamic height is computed by dividing the NAVD 88
 PU1528.geopotential number by the normal gravity value computed on the
 PU1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1528.degrees latitude (g = 980.6199 gals.).
 PU1528
 PU1528.The modeled gravity was interpolated from observed gravity values.
 PU1528
 PU1528;                    North         East    Units  Estimated Accuracy
 PU1528;SPC SD S     -   198,901.8     351,151.6     MT  (+/- 3 meters HH1 GPS) 
 PU1528
 PU1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ2480982141(NAD 83)
 PU1528
 PU1528                          SUPERSEDED SURVEY CONTROL
 PU1528
 PU1528  NGVD 29 (??/??/92) 1312.966  (m)         4307.62   (f) ADJ UNCH    2 0
 PU1528
 PU1528.Superseded values are not recommended for survey control.
 PU1528
 PU1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1528.See file dsdata.pdf to determine how the superseded data were derived.
 PU1528
 PU1528_MARKER: DB = BENCH MARK DISK
 PU1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1528_STAMPING: Z 182 1934
 PU1528_MARK LOGO: CGS
 PU1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1528+STABILITY: SURFACE MOTION
 PU1528
 PU1528  HISTORY     - Date     Condition        Report By
 PU1528  HISTORY     - 1934     MONUMENTED       CGS
 PU1528
 PU1528                          STATION DESCRIPTION
 PU1528
 PU1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PU1528'4.2 MI E FROM PACTOLA.
 PU1528'4.25 MILES EAST ALONG THE RAPID CITY BLACK HILLS AND WESTERN
 PU1528'RAILROAD, 18.45 MILES WEST OF RAPID CITY BY RAIL, ON THE EAST
 PU1528'SLOPE OF A HILL WHERE RAILROAD GOES THROUGH A DEEP CUT PARALLEL
 PU1528'TO THE HIGHWAY, 140 FEET WEST OF BRIDGE NO. 18.43, AND 34 FEET
 PU1528'NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED
 PU1528'Z 182 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0458 ***********************************************************************
 QS0458  DESIGNATION -  Z 19
 QS0458  PID         -  QS0458
 QS0458  STATE/COUNTY-  SD/DEWEY
 QS0458  COUNTRY     -  US
 QS0458  USGS QUAD   -  ISABEL (2017)
 QS0458
 QS0458                         *CURRENT SURVEY CONTROL
 QS0458  ______________________________________________________________________
 QS0458* NAD 83(1986) POSITION- 45 24 52.     (N) 101 25 42.     (W)   SCALED
 QS0458* NAVD 88 ORTHO HEIGHT -   712.082 (meters)     2336.22  (feet) ADJUSTED
 QS0458  ______________________________________________________________________
 QS0458  GEOID HEIGHT    -        -20.531 (meters)                     GEOID18
 QS0458  DYNAMIC HEIGHT  -        711.973 (meters)     2335.86  (feet) COMP
 QS0458  MODELED GRAVITY -    980,439.4   (mgal)                       NAVD 88
 QS0458
 QS0458  VERT ORDER      -  FIRST     CLASS II
 QS0458
 QS0458.The horizontal coordinates were scaled from a map and have
 QS0458.an estimated accuracy of +/- 6 seconds.
 QS0458
 QS0458.The orthometric height was determined by differential leveling and
 QS0458.adjusted by the NATIONAL GEODETIC SURVEY
 QS0458.in June 1991.
 QS0458
 QS0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0458.GEOID18 height accuracy estimate available here.
 QS0458
 QS0458.Click photographs - Photos may exist for this station.
 QS0458
 QS0458.The dynamic height is computed by dividing the NAVD 88
 QS0458.geopotential number by the normal gravity value computed on the
 QS0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0458.degrees latitude (g = 980.6199 gals.).
 QS0458
 QS0458.The modeled gravity was interpolated from observed gravity values.
 QS0458
 QS0458;                    North         East    Units  Estimated Accuracy
 QS0458;SPC SD N     -   176,690.      488,210.      MT  (+/- 180 meters Scaled)
 QS0458
 QS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR099318(NAD 83)
 QS0458
 QS0458                          SUPERSEDED SURVEY CONTROL
 QS0458
 QS0458  NGVD 29 (??/??/92)  711.620  (m)         2334.71   (f) ADJ UNCH    1 2
 QS0458
 QS0458.Superseded values are not recommended for survey control.
 QS0458
 QS0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0458.See file dsdata.pdf to determine how the superseded data were derived.
 QS0458
 QS0458_MARKER: DB = BENCH MARK DISK
 QS0458_STAMPING: Z 19 1933
 QS0458_MARK LOGO: CGS
 QS0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0458
 QS0458  HISTORY     - Date     Condition        Report By
 QS0458  HISTORY     - 1933     MONUMENTED       CGS
 QS0458  HISTORY     - 1938     GOOD             CGS
 QS0458  HISTORY     - 1973     MARK NOT FOUND   USGS
 QS0458
 QS0458                          STATION DESCRIPTION
 QS0458
 QS0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QS0458'1.2 MI N FROM ISABEL.
 QS0458'ALONG STATE HIGHWAY NO. 65, 1.2 MILES NORTH OF ISABEL, AT A
 QS0458'SECTION CORNER, 69 FEET NORTH OF THE SECTION LINE, 67 FEET
 QS0458'EAST OF THE CENTER OF THE HIGHWAY.  NOTE-- THIS RR LINE HAS BEEN
 QS0458'REMOVED.
 QS0458
 QS0458                          STATION RECOVERY (1973)
 QS0458
 QS0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QS0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0250 ***********************************************************************
 QQ0250  DESIGNATION -  Z 19 RESET
 QQ0250  PID         -  QQ0250
 QQ0250  STATE/COUNTY-  SD/DAY
 QQ0250  COUNTRY     -  US
 QQ0250  USGS QUAD   -  PIERPONT (2017)
 QQ0250
 QQ0250                         *CURRENT SURVEY CONTROL
 QQ0250  ______________________________________________________________________
 QQ0250* NAD 83(1986) POSITION- 45 23 58.     (N) 097 51 08.     (W)   SCALED
 QQ0250* NAVD 88 ORTHO HEIGHT -   481.617 (meters)     1580.11  (feet) ADJUSTED
 QQ0250  ______________________________________________________________________
 QQ0250  GEOID HEIGHT    -        -24.891 (meters)                     GEOID18
 QQ0250  DYNAMIC HEIGHT  -        481.572 (meters)     1579.96  (feet) COMP
 QQ0250  MODELED GRAVITY -    980,507.8   (mgal)                       NAVD 88
 QQ0250
 QQ0250  VERT ORDER      -  FIRST     CLASS II
 QQ0250
 QQ0250.The horizontal coordinates were scaled from a map and have
 QQ0250.an estimated accuracy of +/- 6 seconds.
 QQ0250
 QQ0250.The orthometric height was determined by differential leveling and
 QQ0250.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0250.in July 1998.
 QQ0250
 QQ0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0250.GEOID18 height accuracy estimate available here.
 QQ0250
 QQ0250.Click photographs - Photos may exist for this station.
 QQ0250
 QQ0250.The dynamic height is computed by dividing the NAVD 88
 QQ0250.geopotential number by the normal gravity value computed on the
 QQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0250.degrees latitude (g = 980.6199 gals.).
 QQ0250
 QQ0250.The modeled gravity was interpolated from observed gravity values.
 QQ0250
 QQ0250;                    North         East    Units  Estimated Accuracy
 QQ0250;SPC SD N     -   176,260.      768,140.      MT  (+/- 180 meters Scaled)
 QQ0250
 QQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR898279(NAD 83)
 QQ0250
 QQ0250                          SUPERSEDED SURVEY CONTROL
 QQ0250
 QQ0250  NAVD 88 (04/17/07)  481.570  (m)         1579.95   (f) SUPERSEDED  3 0
 QQ0250
 QQ0250.Superseded values are not recommended for survey control.
 QQ0250
 QQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0250.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0250
 QQ0250_MARKER: DB = BENCH MARK DISK
 QQ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0250_STAMPING: Z 19 RESET 1969
 QQ0250_MARK LOGO: CGS
 QQ0250_PROJECTION: FLUSH
 QQ0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0250+STABILITY: SURFACE MOTION
 QQ0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0250+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 QQ0250
 QQ0250  HISTORY     - Date     Condition        Report By
 QQ0250  HISTORY     - 1969     MONUMENTED       CGS
 QQ0250  HISTORY     - 19970314 GOOD             NGS
 QQ0250
 QQ0250                          STATION DESCRIPTION
 QQ0250
 QQ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QQ0250'2.5 MI E FROM ANDOVER.
 QQ0250'4.8 MILES WEST ALONG U.S. HIGHWAY 12 AND STATE HIGHWAY 25 FROM
 QQ0250'THE ACCESS ROAD INTO BRISTOL, TO THE JUNCTION WHERE HIGHWAY 25
 QQ0250'TURNS RIGHT, NORTH.  CONTINUE WEST AND NORTH ON HIGHWAY 12 FOR
 QQ0250'2.25 MILES TO A FARM CROSSROAD AND THE BENCH MARK IN THE NORTHWEST
 QQ0250'ANGLE, 100 FEET WEST OF THE CENTER OF HIGHWAY 12, 36 FEET NORTH
 QQ0250'OF THE CENTER OF THE CROSSROAD, 7 FEET EAST OF A POWER POLE,
 QQ0250'3 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL
 QQ0250'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 QQ0250'WHICH PROJECTS 2-INCHES.  NOTE-- THE MARK WAS SET FROM A TEMPORARY
 QQ0250'BENCH MARK ESTABLISHED BY THE SOUTH DAKOTA STATE HIGHWAY
 QQ0250'DEPARTMENT.
 QQ0250
 QQ0250                          STATION RECOVERY (1997)
 QQ0250
 QQ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0250'21.7 KM (13.50 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF
 QQ0250'STATE HIGHWAY 37 IN GROTON, 552.0 M (1811.0 FT) EAST OF MILEPOST 322,
 QQ0250'30.6 M (100.4 FT) WEST OF THE HIGHWAY CENTERLINE, 10.7 M (35.1 FT)
 QQ0250'NORTH OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) NORTHWEST OF A
 QQ0250'FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 QQ0250'(1.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF A WITNESS
 QQ0250'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0459 ***********************************************************************
 QS0459  DESIGNATION -  Z 19 RESET
 QS0459  PID         -  QS0459
 QS0459  STATE/COUNTY-  SD/DEWEY
 QS0459  COUNTRY     -  US
 QS0459  USGS QUAD   -  ISABEL (2017)
 QS0459
 QS0459                         *CURRENT SURVEY CONTROL
 QS0459  ______________________________________________________________________
 QS0459* NAD 83(1986) POSITION- 45 24 51.     (N) 101 25 43.     (W)   SCALED
 QS0459* NAVD 88 ORTHO HEIGHT -   712.975 (meters)     2339.15  (feet) ADJUSTED
 QS0459  ______________________________________________________________________
 QS0459  GEOID HEIGHT    -        -20.531 (meters)                     GEOID18
 QS0459  DYNAMIC HEIGHT  -        712.865 (meters)     2338.79  (feet) COMP
 QS0459  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 QS0459
 QS0459  VERT ORDER      -  FIRST     CLASS II
 QS0459
 QS0459.The horizontal coordinates were scaled from a map and have
 QS0459.an estimated accuracy of +/- 6 seconds.
 QS0459
 QS0459.The orthometric height was determined by differential leveling and
 QS0459.adjusted by the NATIONAL GEODETIC SURVEY
 QS0459.in June 1991.
 QS0459
 QS0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0459.GEOID18 height accuracy estimate available here.
 QS0459
 QS0459.Click photographs - Photos may exist for this station.
 QS0459
 QS0459.The dynamic height is computed by dividing the NAVD 88
 QS0459.geopotential number by the normal gravity value computed on the
 QS0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0459.degrees latitude (g = 980.6199 gals.).
 QS0459
 QS0459.The modeled gravity was interpolated from observed gravity values.
 QS0459
 QS0459;                    North         East    Units  Estimated Accuracy
 QS0459;SPC SD N     -   176,660.      488,180.      MT  (+/- 180 meters Scaled)
 QS0459
 QS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR099318(NAD 83)
 QS0459
 QS0459                          SUPERSEDED SURVEY CONTROL
 QS0459
 QS0459  NGVD 29 (??/??/??)  712.52   (m)         2337.7    (f) RESET       3  
 QS0459
 QS0459.Superseded values are not recommended for survey control.
 QS0459
 QS0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0459.See file dsdata.pdf to determine how the superseded data were derived.
 QS0459
 QS0459_MARKER: DB = BENCH MARK DISK
 QS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0459_STAMPING: Z 19 RESET 1961
 QS0459_MARK LOGO: CGS
 QS0459_PROJECTION: PROJECTING 15 CENTIMETERS
 QS0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0459+STABILITY: SURFACE MOTION
 QS0459
 QS0459  HISTORY     - Date     Condition        Report By
 QS0459  HISTORY     - 1961     MONUMENTED       CGS
 QS0459  HISTORY     - 1985     GOOD             NGS
 QS0459
 QS0459                          STATION DESCRIPTION
 QS0459
 QS0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QS0459'1.2 MI N FROM ISABEL.
 QS0459'THIS MARK IS LOCATED ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY
 QS0459'65 FROM ISABEL, NEAR A SECTION CORNER, ABOUT 135 FEET EAST OF THE
 QS0459'CENTERLINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER OF A FIELD
 QS0459'ROAD AND 1 FOOT NORTH OF A SECTION-LINE FENCE, AND SET IN THE
 QS0459'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 QS0459
 QS0459                          STATION RECOVERY (1985)
 QS0459
 QS0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0459'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM (1.5
 QS0459'MI) NORTH ALONG STATE ROUTE 65 FROM THE POST OFFICE AT ISABEL, AT A
 QS0459'TRACK PASTURE ROAD LEADING EAST, 43.6 METERS (143 FT) EAST OF THE
 QS0459'HIGHWAY CENTERLINE, 9.1 METERS (30 FT) EAST OF THE RIGHT-OF-WAY FENCE,
 QS0459'8.2 METERS (27 FT) SOUTH OF THE CENTER OF THE TRACK ROAD AND 0.9 METER
 QS0459'(3 FT) NORTHWEST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0116 ***********************************************************************
 QR0116  DESIGNATION -  Z 20
 QR0116  PID         -  QR0116
 QR0116  STATE/COUNTY-  SD/EDMUNDS
 QR0116  COUNTRY     -  US
 QR0116  USGS QUAD   -  MINA NW (2017)
 QR0116
 QR0116                         *CURRENT SURVEY CONTROL
 QR0116  ______________________________________________________________________
 QR0116* NAD 83(1986) POSITION- 45 26 34.     (N) 098 55 43.     (W)   SCALED
 QR0116* NAVD 88 ORTHO HEIGHT -   453.399 (meters)     1487.53  (feet) ADJUSTED
 QR0116  ______________________________________________________________________
 QR0116  GEOID HEIGHT    -        -23.710 (meters)                     GEOID18
 QR0116  DYNAMIC HEIGHT  -        453.363 (meters)     1487.41  (feet) COMP
 QR0116  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 QR0116
 QR0116  VERT ORDER      -  FIRST     CLASS II
 QR0116
 QR0116.The horizontal coordinates were scaled from a map and have
 QR0116.an estimated accuracy of +/- 6 seconds.
 QR0116
 QR0116.The orthometric height was determined by differential leveling and
 QR0116.adjusted by the NATIONAL GEODETIC SURVEY
 QR0116.in June 1991.
 QR0116
 QR0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0116.GEOID18 height accuracy estimate available here.
 QR0116
 QR0116.Click photographs - Photos may exist for this station.
 QR0116
 QR0116.The dynamic height is computed by dividing the NAVD 88
 QR0116.geopotential number by the normal gravity value computed on the
 QR0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0116.degrees latitude (g = 980.6199 gals.).
 QR0116
 QR0116.The modeled gravity was interpolated from observed gravity values.
 QR0116
 QR0116;                    North         East    Units  Estimated Accuracy
 QR0116;SPC SD N     -   179,400.      683,820.      MT  (+/- 180 meters Scaled)
 QR0116
 QR0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR055321(NAD 83)
 QR0116
 QR0116                          SUPERSEDED SURVEY CONTROL
 QR0116
 QR0116  NGVD 29 (??/??/92)  453.074  (m)         1486.46   (f) ADJ UNCH    1 2
 QR0116
 QR0116.Superseded values are not recommended for survey control.
 QR0116
 QR0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0116.See file dsdata.pdf to determine how the superseded data were derived.
 QR0116
 QR0116_MARKER: DB = BENCH MARK DISK
 QR0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0116_STAMPING: 1486.441 Z 20 1931
 QR0116_MARK LOGO: CGS
 QR0116_PROJECTION: RECESSED 5 CENTIMETERS
 QR0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0116+STABILITY: SURFACE MOTION
 QR0116
 QR0116  HISTORY     - Date     Condition        Report By
 QR0116  HISTORY     - 1931     MONUMENTED       CGS
 QR0116  HISTORY     - 1931     GOOD             CGS
 QR0116  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QR0116
 QR0116                          STATION DESCRIPTION
 QR0116
 QR0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 QR0116'5 MI E FROM IPSWICH.
 QR0116'5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0116'RAILROAD FROM IPSWICH, EDMUNDS COUNTY, 700 YARDS WEST OF THE
 QR0116'STATION AT CRAVEN, EDMUNDS COUNTY, 40 FEET EAST OF THE FIRST
 QR0116'POLE EAST OF THE WATER TANK, 46 FEET NORTH OF THE NORTH RAIL,
 QR0116'1 FOOT SOUTH OF A FENCE, AND 2 INCHES UNDERGROUND.  A STANDARD
 QR0116'DISK STAMPED 1486.441 Z 20 1931 AND SET IN THE TOP OF A CONCRETE
 QR0116'POST.
 QR0116
 QR0116                          STATION RECOVERY (1931)
 QR0116
 QR0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 QR0116'RECOVERED IN GOOD CONDITION.
 QR0116
 QR0116                          STATION RECOVERY (1997)
 QR0116
 QR0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0832 ***********************************************************************
 PT0832  DESIGNATION -  Z 20
 PT0832  PID         -  PT0832
 PT0832  STATE/COUNTY-  SD/ZIEBACH
 PT0832  COUNTRY     -  US
 PT0832  USGS QUAD   -  SEARS DAM (2017)
 PT0832
 PT0832                         *CURRENT SURVEY CONTROL
 PT0832  ______________________________________________________________________
 PT0832* NAD 83(1986) POSITION- 44 48 11.     (N) 101 37 20.     (W)   SCALED
 PT0832* NAVD 88 ORTHO HEIGHT -   737.554 (meters)     2419.79  (feet) ADJUSTED
 PT0832  ______________________________________________________________________
 PT0832  GEOID HEIGHT    -        -20.822 (meters)                     GEOID18
 PT0832  DYNAMIC HEIGHT  -        737.396 (meters)     2419.27  (feet) COMP
 PT0832  MODELED GRAVITY -    980,379.6   (mgal)                       NAVD 88
 PT0832
 PT0832  VERT ORDER      -  FIRST     CLASS II
 PT0832
 PT0832.The horizontal coordinates were scaled from a map and have
 PT0832.an estimated accuracy of +/- 6 seconds.
 PT0832
 PT0832.The orthometric height was determined by differential leveling and
 PT0832.adjusted by the NATIONAL GEODETIC SURVEY
 PT0832.in June 1991.
 PT0832
 PT0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0832.GEOID18 height accuracy estimate available here.
 PT0832
 PT0832.Click photographs - Photos may exist for this station.
 PT0832
 PT0832.The dynamic height is computed by dividing the NAVD 88
 PT0832.geopotential number by the normal gravity value computed on the
 PT0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0832.degrees latitude (g = 980.6199 gals.).
 PT0832
 PT0832.The modeled gravity was interpolated from observed gravity values.
 PT0832
 PT0832;                    North         East    Units  Estimated Accuracy
 PT0832;SPC SD N     -   109,040.      471,670.      MT  (+/- 180 meters Scaled)
 PT0832
 PT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ926644(NAD 83)
 PT0832
 PT0832                          SUPERSEDED SURVEY CONTROL
 PT0832
 PT0832  NGVD 29 (??/??/92)  737.106  (m)         2418.32   (f) ADJ UNCH    1 2
 PT0832
 PT0832.Superseded values are not recommended for survey control.
 PT0832
 PT0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0832.See file dsdata.pdf to determine how the superseded data were derived.
 PT0832
 PT0832_MARKER: DB = BENCH MARK DISK
 PT0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0832_STAMPING: Z 20 1933
 PT0832_MARK LOGO: CGS
 PT0832_PROJECTION: PROJECTING 18 CENTIMETERS
 PT0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0832+STABILITY: SURFACE MOTION
 PT0832
 PT0832  HISTORY     - Date     Condition        Report By
 PT0832  HISTORY     - 1933     MONUMENTED       CGS
 PT0832  HISTORY     - 1934     GOOD             CGS
 PT0832
 PT0832                          STATION DESCRIPTION
 PT0832
 PT0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PT0832'17.5 MI S FROM DUPREE.
 PT0832'17.5 MILES SOUTH ALONG THE CHERRY CREEK ROAD FROM DUPREE, ZIEBACH
 PT0832'COUNTY, AT THE EAST END OF A RIDGE, 92 FEET EAST OF A LINE OF
 PT0832'POLES, AND ABOUT 115 FEET EAST OF THE CENTER LINE OF THE ROAD.
 PT0832'A STANDARD DISK, STAMPED Z 20 1933 AND SET IN THE TOP OF A
 PT0832'CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 PT0832
 PT0832                          STATION RECOVERY (1934)
 PT0832
 PT0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PT0832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0365 ***********************************************************************
 OS0365  DESIGNATION -  Z 22
 OS0365  PID         -  OS0365
 OS0365  STATE/COUNTY-  SD/BENNETT
 OS0365  COUNTRY     -  US
 OS0365  USGS QUAD   -  PATRICIA (2017)
 OS0365
 OS0365                         *CURRENT SURVEY CONTROL
 OS0365  ______________________________________________________________________
 OS0365* NAD 83(1986) POSITION- 43 22 16.     (N) 101 30 52.     (W)   SCALED
 OS0365* NAVD 88 ORTHO HEIGHT -   884.738 (meters)     2902.68  (feet) ADJUSTED
 OS0365  ______________________________________________________________________
 OS0365  GEOID HEIGHT    -        -20.761 (meters)                     GEOID18
 OS0365  DYNAMIC HEIGHT  -        884.395 (meters)     2901.55  (feet) COMP
 OS0365  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 OS0365
 OS0365  VERT ORDER      -  SECOND    CLASS 0
 OS0365
 OS0365.The horizontal coordinates were scaled from a map and have
 OS0365.an estimated accuracy of +/- 6 seconds.
 OS0365
 OS0365.The orthometric height was determined by differential leveling and
 OS0365.adjusted by the NATIONAL GEODETIC SURVEY
 OS0365.in June 1991.
 OS0365
 OS0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0365.GEOID18 height accuracy estimate available here.
 OS0365
 OS0365.Click photographs - Photos may exist for this station.
 OS0365
 OS0365.The dynamic height is computed by dividing the NAVD 88
 OS0365.geopotential number by the normal gravity value computed on the
 OS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0365.degrees latitude (g = 980.6199 gals.).
 OS0365
 OS0365.The modeled gravity was interpolated from observed gravity values.
 OS0365
 OS0365;                    North         East    Units  Estimated Accuracy
 OS0365;SPC SD S     -   115,970.      504,280.      MT  (+/- 180 meters Scaled)
 OS0365
 OS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP962050(NAD 83)
 OS0365
 OS0365                          SUPERSEDED SURVEY CONTROL
 OS0365
 OS0365  NGVD 29 (??/??/92)  884.293  (m)         2901.22   (f) ADJ UNCH    2 0
 OS0365
 OS0365.Superseded values are not recommended for survey control.
 OS0365
 OS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0365.See file dsdata.pdf to determine how the superseded data were derived.
 OS0365
 OS0365_MARKER: DB = BENCH MARK DISK
 OS0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0365_STAMPING: Z 22 1934
 OS0365_MARK LOGO: CGS
 OS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0365+STABILITY: SURFACE MOTION
 OS0365
 OS0365  HISTORY     - Date     Condition        Report By
 OS0365  HISTORY     - 1934     MONUMENTED       CGS
 OS0365  HISTORY     - 1938     GOOD             CGS
 OS0365
 OS0365                          STATION DESCRIPTION
 OS0365
 OS0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 OS0365'5.7 MI N FROM PATRICIA.
 OS0365'5.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM PATRICIA, BENNETT
 OS0365'COUNTY, AT A CROSS ROAD, 31 FEET SOUTH OF THE CENTERLINE OF THE
 OS0365'ROAD, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET WEST
 OS0365'OF THE RIGHT-OF-WAY FENCE, AND 5 FEET SOUTH OF THE CROSS FENCE.
 OS0365'A STANDARD DISK, STAMPED Z 22 1934 AND SET IN THE TOP OF A
 OS0365'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1729 ***********************************************************************
 PU1729  DESIGNATION -  Z 24
 PU1729  PID         -  PU1729
 PU1729  STATE/COUNTY-  SD/LAWRENCE
 PU1729  COUNTRY     -  US
 PU1729  USGS QUAD   -  JOLLY (2017)
 PU1729
 PU1729                         *CURRENT SURVEY CONTROL
 PU1729  ______________________________________________________________________
 PU1729* NAD 83(1986) POSITION- 44 35 11.     (N) 103 45 35.     (W)   SCALED
 PU1729* NAVD 88 ORTHO HEIGHT -  1004.802 (meters)     3296.59  (feet) ADJUSTED
 PU1729  ______________________________________________________________________
 PU1729  GEOID HEIGHT    -        -15.233 (meters)                     GEOID18
 PU1729  DYNAMIC HEIGHT  -       1004.502 (meters)     3295.60  (feet) COMP
 PU1729  MODELED GRAVITY -    980,283.9   (mgal)                       NAVD 88
 PU1729
 PU1729  VERT ORDER      -  FIRST     CLASS II
 PU1729
 PU1729.The horizontal coordinates were scaled from a map and have
 PU1729.an estimated accuracy of +/- 6 seconds.
 PU1729
 PU1729.The orthometric height was determined by differential leveling and
 PU1729.adjusted by the NATIONAL GEODETIC SURVEY
 PU1729.in June 1991.
 PU1729
 PU1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1729.GEOID18 height accuracy estimate available here.
 PU1729
 PU1729.Click photographs - Photos may exist for this station.
 PU1729
 PU1729.The dynamic height is computed by dividing the NAVD 88
 PU1729.geopotential number by the normal gravity value computed on the
 PU1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1729.degrees latitude (g = 980.6199 gals.).
 PU1729
 PU1729.The modeled gravity was interpolated from observed gravity values.
 PU1729
 PU1729;                    North         East    Units  Estimated Accuracy
 PU1729;SPC SD N     -    90,610.      301,550.      MT  (+/- 180 meters Scaled)
 PU1729
 PU1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK984377(NAD 83)
 PU1729
 PU1729                          SUPERSEDED SURVEY CONTROL
 PU1729
 PU1729  NGVD 29 (??/??/92) 1004.292  (m)         3294.91   (f) ADJ UNCH    1 2
 PU1729
 PU1729.Superseded values are not recommended for survey control.
 PU1729
 PU1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1729.See file dsdata.pdf to determine how the superseded data were derived.
 PU1729
 PU1729_MARKER: DB = BENCH MARK DISK
 PU1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1729_STAMPING: Z 24 1934
 PU1729_MARK LOGO: CGS
 PU1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1729+STABILITY: SURFACE MOTION
 PU1729
 PU1729  HISTORY     - Date     Condition        Report By
 PU1729  HISTORY     - 1934     MONUMENTED       CGS
 PU1729  HISTORY     - 1962     GOOD             CGS
 PU1729
 PU1729                          STATION DESCRIPTION
 PU1729
 PU1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1729'3.4 MI NW FROM ST ONGE.
 PU1729'3.35 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1729'FROM THE POST OFFICE AT ST. ONGE, AT A PRIVATE ROAD CROSSING IN
 PU1729'SECTION 9, T 7 N, R 3 E, 3/4 OF A POLE NORTHWEST OF MILE POST
 PU1729'146 AND ACROSS THE TRACK, 50 FEET NORTHEAST OF THE NORTHEAST
 PU1729'RAIL, 23 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD
 PU1729'AND IRON GATE, 20 FEET NORTHEAST OF A FENCE, 1.7 FEET NORTH
 PU1729'EAST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 PU1729'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0291 ***********************************************************************
 QT0291  DESIGNATION -  Z 25
 QT0291  PID         -  QT0291
 QT0291  STATE/COUNTY-  SD/BUTTE
 QT0291  COUNTRY     -  US
 QT0291  USGS QUAD   -  ALKALI CREEK EAST (2017)
 QT0291
 QT0291                         *CURRENT SURVEY CONTROL
 QT0291  ______________________________________________________________________
 QT0291* NAD 83(1986) POSITION- 45 10 38.     (N) 103 39 04.     (W)   SCALED
 QT0291* NAVD 88 ORTHO HEIGHT -   904.634 (meters)     2967.95  (feet) ADJUSTED
 QT0291  ______________________________________________________________________
 QT0291  GEOID HEIGHT    -        -16.189 (meters)                     GEOID18
 QT0291  DYNAMIC HEIGHT  -        904.436 (meters)     2967.30  (feet) COMP
 QT0291  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 QT0291
 QT0291  VERT ORDER      -  FIRST     CLASS II
 QT0291
 QT0291.The horizontal coordinates were scaled from a map and have
 QT0291.an estimated accuracy of +/- 6 seconds.
 QT0291
 QT0291.The orthometric height was determined by differential leveling and
 QT0291.adjusted by the NATIONAL GEODETIC SURVEY
 QT0291.in June 1991.
 QT0291
 QT0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0291.GEOID18 height accuracy estimate available here.
 QT0291
 QT0291.Click photographs - Photos may exist for this station.
 QT0291
 QT0291.The dynamic height is computed by dividing the NAVD 88
 QT0291.geopotential number by the normal gravity value computed on the
 QT0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0291.degrees latitude (g = 980.6199 gals.).
 QT0291
 QT0291.The modeled gravity was interpolated from observed gravity values.
 QT0291
 QT0291;                    North         East    Units  Estimated Accuracy
 QT0291;SPC SD N     -   155,810.      313,120.      MT  (+/- 180 meters Scaled)
 QT0291
 QT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL059035(NAD 83)
 QT0291
 QT0291                          SUPERSEDED SURVEY CONTROL
 QT0291
 QT0291  NGVD 29 (??/??/92)  904.150  (m)         2966.37   (f) ADJ UNCH    1 2
 QT0291
 QT0291.Superseded values are not recommended for survey control.
 QT0291
 QT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0291.See file dsdata.pdf to determine how the superseded data were derived.
 QT0291
 QT0291_MARKER: DB = BENCH MARK DISK
 QT0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0291_STAMPING: Z 25 1934
 QT0291_MARK LOGO: CGS
 QT0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0291+STABILITY: SURFACE MOTION
 QT0291
 QT0291  HISTORY     - Date     Condition        Report By
 QT0291  HISTORY     - 1934     MONUMENTED       CGS
 QT0291  HISTORY     - 1961     GOOD             CGS
 QT0291
 QT0291                          STATION DESCRIPTION
 QT0291
 QT0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QT0291'33 MI S FROM BUFFALO.
 QT0291'THIS MARK WAS SEARCHED FOR AND RECOVERED AS DESCRIBED WITH THE
 QT0291'FOLLOWING EXCEPTION.  THE MARK IS 31 FEET EAST OF THE CENTERLINE
 QT0291'OF THE OLD U.S. HIGHWAY 85.  THIS HIGHWAY IS ABOUT 100 YARDS EAST
 QT0291'OF THE NEW HIGHWAY 85, 48 YARDS N OF NW CORNER OF RANCH HOUSE.
 QT0291'A STANDARD DISK, STAMPED Z 25 1934 AND SET IN THE TOP OF A
 QT0291'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0229 ***********************************************************************
 QT0229  DESIGNATION -  Z 26
 QT0229  PID         -  QT0229
 QT0229  STATE/COUNTY-  SD/HARDING
 QT0229  COUNTRY     -  US
 QT0229  USGS QUAD   -  LUDLOW (2017)
 QT0229
 QT0229                         *CURRENT SURVEY CONTROL
 QT0229  ______________________________________________________________________
 QT0229* NAD 83(1986) POSITION- 45 49 38.     (N) 103 22 36.     (W)   SCALED
 QT0229* NAVD 88 ORTHO HEIGHT -   930.436 (meters)     3052.61  (feet) ADJUSTED
 QT0229  ______________________________________________________________________
 QT0229  GEOID HEIGHT    -        -15.882 (meters)                     GEOID18
 QT0229  DYNAMIC HEIGHT  -        930.315 (meters)     3052.21  (feet) COMP
 QT0229  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 QT0229
 QT0229  VERT ORDER      -  FIRST     CLASS II
 QT0229
 QT0229.The horizontal coordinates were scaled from a map and have
 QT0229.an estimated accuracy of +/- 6 seconds.
 QT0229
 QT0229.The orthometric height was determined by differential leveling and
 QT0229.adjusted by the NATIONAL GEODETIC SURVEY
 QT0229.in June 1991.
 QT0229
 QT0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0229.GEOID18 height accuracy estimate available here.
 QT0229
 QT0229.Click photographs - Photos may exist for this station.
 QT0229
 QT0229.The dynamic height is computed by dividing the NAVD 88
 QT0229.geopotential number by the normal gravity value computed on the
 QT0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0229.degrees latitude (g = 980.6199 gals.).
 QT0229
 QT0229.The modeled gravity was interpolated from observed gravity values.
 QT0229
 QT0229;                    North         East    Units  Estimated Accuracy
 QT0229;SPC SD N     -   227,050.      337,690.      MT  (+/- 180 meters Scaled)
 QT0229
 QT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL260761(NAD 83)
 QT0229
 QT0229                          SUPERSEDED SURVEY CONTROL
 QT0229
 QT0229  NGVD 29 (??/??/92)  929.941  (m)         3050.98   (f) ADJ UNCH    1 2
 QT0229
 QT0229.Superseded values are not recommended for survey control.
 QT0229
 QT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0229.See file dsdata.pdf to determine how the superseded data were derived.
 QT0229
 QT0229_MARKER: DB = BENCH MARK DISK
 QT0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0229_STAMPING: Z 26 1934
 QT0229_MARK LOGO: CGS
 QT0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0229+STABILITY: SURFACE MOTION
 QT0229
 QT0229  HISTORY     - Date     Condition        Report By
 QT0229  HISTORY     - 1934     MONUMENTED       CGS
 QT0229  HISTORY     - 19980920 MARK NOT FOUND   NGS
 QT0229
 QT0229                          STATION DESCRIPTION
 QT0229
 QT0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0229'0.5 MI S FROM LUDLOW.
 QT0229'0.5 MI. S OF AND ALONG U.S. HWY 85 IN FENCE CORNER 52 FT W OF
 QT0229'CENTER OF HIGHWAY, 7 FT W OF R/W FENCE, 35 FT N OF T FENCE
 QT0229'RUNNING E AND W.
 QT0229
 QT0229                          STATION RECOVERY (1998)
 QT0229
 QT0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0229'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0230 ***********************************************************************
 QT0230  DESIGNATION -  Z 26 RESET
 QT0230  PID         -  QT0230
 QT0230  STATE/COUNTY-  SD/HARDING
 QT0230  COUNTRY     -  US
 QT0230  USGS QUAD   -  LUDLOW (2017)
 QT0230
 QT0230                         *CURRENT SURVEY CONTROL
 QT0230  ______________________________________________________________________
 QT0230* NAD 83(1986) POSITION- 45 49 37.     (N) 103 22 37.     (W)   SCALED
 QT0230* NAVD 88 ORTHO HEIGHT -   930.33  (meters)     3052.3   (feet) RESET
 QT0230  ______________________________________________________________________
 QT0230  GEOID HEIGHT    -        -15.882 (meters)                     GEOID18
 QT0230  VERT ORDER      -  THIRD
 QT0230
 QT0230.The horizontal coordinates were scaled from a map and have
 QT0230.an estimated accuracy of +/- 6 seconds.
 QT0230
 QT0230.The orthometric height was computed from unverified reset data.
 QT0230
 QT0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0230.GEOID18 height accuracy estimate available here.
 QT0230
 QT0230.Click photographs - Photos may exist for this station.
 QT0230
 QT0230;                    North         East    Units  Estimated Accuracy
 QT0230;SPC SD N     -   227,020.      337,660.      MT  (+/- 180 meters Scaled)
 QT0230
 QT0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL260761(NAD 83)
 QT0230
 QT0230                          SUPERSEDED SURVEY CONTROL
 QT0230
 QT0230.No superseded survey control is available for this station.
 QT0230
 QT0230_MARKER: DB = BENCH MARK DISK
 QT0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0230_STAMPING: Z 26 1934 RESET 1961
 QT0230_MARK LOGO: CGS
 QT0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0230+STABILITY: SURFACE MOTION
 QT0230
 QT0230  HISTORY     - Date     Condition        Report By
 QT0230  HISTORY     - 1961     MONUMENTED       SDHD
 QT0230
 QT0230                          STATION DESCRIPTION
 QT0230
 QT0230'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1961
 QT0230'0.5 MI S FROM LUDLOW.
 QT0230'0.5 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM LUDLOW, 124 FEET WEST
 QT0230'OF THE CENTERLINE OF THE HIGHWAY, NEAR A FENCE CORNER, 25 FEET
 QT0230'WEST OF THE RIGHT-OF-WAY FENCE, 40 FEET NORTH OF AN EAST-AND-WEST
 QT0230'T-FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0189 ***********************************************************************
 QS0189  DESIGNATION -  Z 294
 QS0189  PID         -  QS0189
 QS0189  STATE/COUNTY-  SD/WALWORTH
 QS0189  COUNTRY     -  US
 QS0189  USGS QUAD   -  AKASKA NE (2017)
 QS0189
 QS0189                         *CURRENT SURVEY CONTROL
 QS0189  ______________________________________________________________________
 QS0189* NAD 83(1986) POSITION- 45 27 38.     (N) 100 02 18.     (W)   SCALED
 QS0189* NAVD 88 ORTHO HEIGHT -   582.946 (meters)     1912.55  (feet) ADJUSTED
 QS0189  ______________________________________________________________________
 QS0189  GEOID HEIGHT    -        -22.256 (meters)                     GEOID18
 QS0189  DYNAMIC HEIGHT  -        582.884 (meters)     1912.35  (feet) COMP
 QS0189  MODELED GRAVITY -    980,490.9   (mgal)                       NAVD 88
 QS0189
 QS0189  VERT ORDER      -  SECOND    CLASS 0
 QS0189
 QS0189.The horizontal coordinates were scaled from a map and have
 QS0189.an estimated accuracy of +/- 6 seconds.
 QS0189
 QS0189.The orthometric height was determined by differential leveling and
 QS0189.adjusted by the NATIONAL GEODETIC SURVEY
 QS0189.in June 1991.
 QS0189
 QS0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0189.GEOID18 height accuracy estimate available here.
 QS0189
 QS0189.Click photographs - Photos may exist for this station.
 QS0189
 QS0189.The dynamic height is computed by dividing the NAVD 88
 QS0189.geopotential number by the normal gravity value computed on the
 QS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0189.degrees latitude (g = 980.6199 gals.).
 QS0189
 QS0189.The modeled gravity was interpolated from observed gravity values.
 QS0189
 QS0189;                    North         East    Units  Estimated Accuracy
 QS0189;SPC SD N     -   180,830.      597,000.      MT  (+/- 180 meters Scaled)
 QS0189
 QS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188346(NAD 83)
 QS0189
 QS0189                          SUPERSEDED SURVEY CONTROL
 QS0189
 QS0189  NGVD 29 (??/??/92)  582.57   (m)         1911.3    (f) COMPUTED    2 0
 QS0189
 QS0189.Superseded values are not recommended for survey control.
 QS0189
 QS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0189.See file dsdata.pdf to determine how the superseded data were derived.
 QS0189
 QS0189_MARKER: DB = BENCH MARK DISK
 QS0189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QS0189_SP_SET: CULVERT HEADWALL
 QS0189_STAMPING: Z 294 1940
 QS0189_MARK LOGO: CGS
 QS0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0189+STABILITY: SURFACE MOTION
 QS0189
 QS0189  HISTORY     - Date     Condition        Report By
 QS0189  HISTORY     - 1940     MONUMENTED       CGS
 QS0189
 QS0189                          STATION DESCRIPTION
 QS0189
 QS0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QS0189'3.4 MI S FROM SELBY.
 QS0189'3.4 MILES SOUTH OF THE COURT HOUSE AT SELBY, 0.6 MILE NORTH OF
 QS0189'THE JUNCTION OF U.S. NO. 12 AND U.S. NO. 83, IN THE SOUTH END
 QS0189'OF THE WEST CONCRETE HEADWALL OF CULVERT, 23.6 FEET WEST OF THE
 QS0189'CENTER LINE OF RT. 83, 2.0 FOOT NORTH OF WHITE MARKER POST.  A
 QS0189'STANDARD DISK IN CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0190 ***********************************************************************
 QS0190  DESIGNATION -  Z 294 RESET
 QS0190  PID         -  QS0190
 QS0190  STATE/COUNTY-  SD/WALWORTH
 QS0190  COUNTRY     -  US
 QS0190  USGS QUAD   -  AKASKA NE (2017)
 QS0190
 QS0190                         *CURRENT SURVEY CONTROL
 QS0190  ______________________________________________________________________
 QS0190* NAD 83(1986) POSITION- 45 27 38.     (N) 100 02 18.     (W)   SCALED
 QS0190* NAVD 88 ORTHO HEIGHT -   582.33  (+/-2cm)     1910.5   (feet) VERTCON3
 QS0190  ______________________________________________________________________
 QS0190  GEOID HEIGHT    -        -22.256 (meters)                     GEOID18
 QS0190  VERT ORDER      -  THIRD (See Below)
 QS0190
 QS0190.The horizontal coordinates were scaled from a map and have
 QS0190.an estimated accuracy of +/- 6 seconds.
 QS0190
 QS0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0190
 QS0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0190.GEOID18 height accuracy estimate available here.
 QS0190
 QS0190.The vertical order pertains to the NGVD 29 superseded value.
 QS0190
 QS0190.Click photographs - Photos may exist for this station.
 QS0190
 QS0190;                    North         East    Units  Estimated Accuracy
 QS0190;SPC SD N     -   180,830.      597,000.      MT  (+/- 180 meters Scaled)
 QS0190
 QS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR188346(NAD 83)
 QS0190
 QS0190                          SUPERSEDED SURVEY CONTROL
 QS0190
 QS0190  NGVD 29 (??/??/??)  581.95   (m)         1909.3    (f) RESET       3  
 QS0190
 QS0190.Superseded values are not recommended for survey control.
 QS0190
 QS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0190.See file dsdata.pdf to determine how the superseded data were derived.
 QS0190
 QS0190_MARKER: DB = BENCH MARK DISK
 QS0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0190_STAMPING: Z 294 RESET 1961
 QS0190_MARK LOGO: CGS
 QS0190_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0190+STABILITY: SURFACE MOTION
 QS0190
 QS0190  HISTORY     - Date     Condition        Report By
 QS0190  HISTORY     - 1961     MONUMENTED       CGS
 QS0190  HISTORY     - 1968     MARK NOT FOUND   USGS
 QS0190  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0190
 QS0190                          STATION DESCRIPTION
 QS0190
 QS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 QS0190'3.4 MI S FROM SELBY.
 QS0190'THIS MARK IS LOCATED 3.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM
 QS0190'THE COURTHOUSE AT SELBY, ABOUT 0.75 MILE NORTH OF THE CENTER OF
 QS0190'THE JUNCTION OF U.S. HIGHWAY 12, ABOUT 99 FEET WEST OF THE
 QS0190'CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH OF A WHITE WITNESS
 QS0190'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 QS0190'4 INCHES ABOVE THE GROUND.
 QS0190
 QS0190                          STATION RECOVERY (1968)
 QS0190
 QS0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 QS0190'MARK NOT FOUND.
 QS0190
 QS0190                          STATION RECOVERY (1997)
 QS0190
 QS0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0190'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0311 ***********************************************************************
 PS0311  DESIGNATION -  Z 295
 PS0311  PID         -  PS0311
 PS0311  STATE/COUNTY-  SD/HYDE
 PS0311  COUNTRY     -  US
 PS0311  USGS QUAD   -  RICE LAKE (2017)
 PS0311
 PS0311                         *CURRENT SURVEY CONTROL
 PS0311  ______________________________________________________________________
 PS0311* NAD 83(1986) POSITION- 44 49 28.     (N) 099 27 00.     (W)   SCALED
 PS0311* NAVD 88 ORTHO HEIGHT -   547.439 (meters)     1796.06  (feet) ADJUSTED
 PS0311  ______________________________________________________________________
 PS0311  GEOID HEIGHT    -        -23.093 (meters)                     GEOID18
 PS0311  DYNAMIC HEIGHT  -        547.361 (meters)     1795.80  (feet) COMP
 PS0311  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 PS0311
 PS0311  VERT ORDER      -  SECOND    CLASS 0
 PS0311
 PS0311.The horizontal coordinates were scaled from a map and have
 PS0311.an estimated accuracy of +/- 6 seconds.
 PS0311
 PS0311.The orthometric height was determined by differential leveling and
 PS0311.adjusted by the NATIONAL GEODETIC SURVEY
 PS0311.in June 1991.
 PS0311
 PS0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0311.GEOID18 height accuracy estimate available here.
 PS0311
 PS0311.Click photographs - Photos may exist for this station.
 PS0311
 PS0311.The dynamic height is computed by dividing the NAVD 88
 PS0311.geopotential number by the normal gravity value computed on the
 PS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0311.degrees latitude (g = 980.6199 gals.).
 PS0311
 PS0311.The modeled gravity was interpolated from observed gravity values.
 PS0311
 PS0311;                    North         East    Units  Estimated Accuracy
 PS0311;SPC SD N     -   110,280.      643,500.      MT  (+/- 180 meters Scaled)
 PS0311
 PS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ644635(NAD 83)
 PS0311
 PS0311                          SUPERSEDED SURVEY CONTROL
 PS0311
 PS0311  NGVD 29 (??/??/92)  547.092  (m)         1794.92   (f) ADJ UNCH    2 0
 PS0311
 PS0311.Superseded values are not recommended for survey control.
 PS0311
 PS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0311.See file dsdata.pdf to determine how the superseded data were derived.
 PS0311
 PS0311_MARKER: DB = BENCH MARK DISK
 PS0311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0311_SP_SET: CULVERT HEADWALL
 PS0311_STAMPING: Z 295 1940
 PS0311_MARK LOGO: CGS
 PS0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0311+STABILITY: SURFACE MOTION
 PS0311
 PS0311  HISTORY     - Date     Condition        Report By
 PS0311  HISTORY     - 1940     MONUMENTED       CGS
 PS0311
 PS0311                          STATION DESCRIPTION
 PS0311
 PS0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0311'19.3 MI S FROM SENECA.
 PS0311'IN HYDE COUNTY, 19.3 MILES SOUTH ALONG THE HIGHMORE ROAD FROM THE
 PS0311'POST OFFICE AT SENECA, FAULK COUNTY, 0.1 MILE NORTH OF THE
 PS0311'INTERSECTION OF A SECTION-LINE ROAD, AT A TWIN PIPE CULVERT
 PS0311'WITH A PIPE GUARDRAIL, IN THE TOP OF THE WEST HEADWALL, 13.3 FEET
 PS0311'WEST OF THE CENTERLINE OF THE HIGHMORE ROAD, AND 4.9 FEET NORTH
 PS0311'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Z 295
 PS0311'1940.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0229 ***********************************************************************
 OR0229  DESIGNATION -  Z 296 RESET
 OR0229  PID         -  OR0229
 OR0229  STATE/COUNTY-  SD/CHARLES MIX
 OR0229  COUNTRY     -  US
 OR0229  USGS QUAD   -  LAKE ANDES NW (2017)
 OR0229
 OR0229                         *CURRENT SURVEY CONTROL
 OR0229  ______________________________________________________________________
 OR0229* NAD 83(1986) POSITION- 43 10 12.     (N) 098 38 46.     (W)   SCALED
 OR0229* NAVD 88 ORTHO HEIGHT -   531.392 (meters)     1743.41  (feet) ADJUSTED
 OR0229  ______________________________________________________________________
 OR0229  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 OR0229  DYNAMIC HEIGHT  -        531.219 (meters)     1742.84  (feet) COMP
 OR0229  MODELED GRAVITY -    980,277.3   (mgal)                       NAVD 88
 OR0229
 OR0229  VERT ORDER      -  FIRST     CLASS II
 OR0229
 OR0229.The horizontal coordinates were scaled from a map and have
 OR0229.an estimated accuracy of +/- 6 seconds.
 OR0229
 OR0229.The orthometric height was determined by differential leveling and
 OR0229.adjusted by the NATIONAL GEODETIC SURVEY
 OR0229.in June 1991.
 OR0229
 OR0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0229.GEOID18 height accuracy estimate available here.
 OR0229
 OR0229.Click photographs - Photos may exist for this station.
 OR0229
 OR0229.The dynamic height is computed by dividing the NAVD 88
 OR0229.geopotential number by the normal gravity value computed on the
 OR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0229.degrees latitude (g = 980.6199 gals.).
 OR0229
 OR0229.The modeled gravity was interpolated from observed gravity values.
 OR0229
 OR0229;                    North         East    Units  Estimated Accuracy
 OR0229;SPC SD S     -    94,340.      737,180.      MT  (+/- 180 meters Scaled)
 OR0229
 OR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN287797(NAD 83)
 OR0229
 OR0229                          SUPERSEDED SURVEY CONTROL
 OR0229
 OR0229  NGVD 29 (??/??/92)  531.077  (m)         1742.38   (f) ADJ UNCH    1 2
 OR0229
 OR0229.Superseded values are not recommended for survey control.
 OR0229
 OR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0229.See file dsdata.pdf to determine how the superseded data were derived.
 OR0229
 OR0229_MARKER: DB = BENCH MARK DISK
 OR0229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0229_SP_SET: CULVERT HEADWALL
 OR0229_STAMPING: Z 296 RESET 1941
 OR0229_MARK LOGO: CGS
 OR0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0229+STABILITY: SURFACE MOTION
 OR0229
 OR0229  HISTORY     - Date     Condition        Report By
 OR0229  HISTORY     - 1941     MONUMENTED       SDHD
 OR0229  HISTORY     - 1949     GOOD             CGS
 OR0229  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0229
 OR0229                          STATION DESCRIPTION
 OR0229
 OR0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0229'5.7 MI W FROM LAKE ANDES.
 OR0229'5.7 MILES WEST ALONG U.S. HIGHWAY NO. 18 AND STATE HIGHWAY NO.
 OR0229'50 FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 OR0229'STATION AT LAKE ANDES, 0.1 MILE WEST OF A NORTH-SOUTH SECTION
 OR0229'LINE ROAD CROSSING, SET IN THE CENTER OF THE SOUTH HEADWALL
 OR0229'OF A CONCRETE CULVERT AT STATION NO. 545 + 16, 25.0 FEET SOUTH OF
 OR0229'THE CENTER LINE OF THE HIGHWAY, ABOUT 1.0 FOOT BELOW ROAD LEVEL.
 OR0229
 OR0229                          STATION RECOVERY (2013)
 OR0229
 OR0229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0514 ***********************************************************************
 OR0514  DESIGNATION -  Z 300
 OR0514  PID         -  OR0514
 OR0514  STATE/COUNTY-  SD/BRULE
 OR0514  COUNTRY     -  US
 OR0514  USGS QUAD   -  BIJOU HILLS (2017)
 OR0514
 OR0514                         *CURRENT SURVEY CONTROL
 OR0514  ______________________________________________________________________
 OR0514* NAD 83(1986) POSITION- 43 31 43.     (N) 099 11 26.     (W)   SCALED
 OR0514* NAVD 88 ORTHO HEIGHT -   577.934 (meters)     1896.11  (feet) ADJUSTED
 OR0514  ______________________________________________________________________
 OR0514  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 OR0514  DYNAMIC HEIGHT  -        577.746 (meters)     1895.49  (feet) COMP
 OR0514  MODELED GRAVITY -    980,276.5   (mgal)                       NAVD 88
 OR0514
 OR0514  VERT ORDER      -  SECOND    CLASS 0
 OR0514
 OR0514.The horizontal coordinates were scaled from a map and have
 OR0514.an estimated accuracy of +/- 6 seconds.
 OR0514
 OR0514.The orthometric height was determined by differential leveling and
 OR0514.adjusted by the NATIONAL GEODETIC SURVEY
 OR0514.in June 1991.
 OR0514
 OR0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0514.GEOID18 height accuracy estimate available here.
 OR0514
 OR0514.Click photographs - Photos may exist for this station.
 OR0514
 OR0514.The dynamic height is computed by dividing the NAVD 88
 OR0514.geopotential number by the normal gravity value computed on the
 OR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0514.degrees latitude (g = 980.6199 gals.).
 OR0514
 OR0514.The modeled gravity was interpolated from observed gravity values.
 OR0514
 OR0514;                    North         East    Units  Estimated Accuracy
 OR0514;SPC SD S     -   133,420.      692,370.      MT  (+/- 180 meters Scaled)
 OR0514
 OR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP846195(NAD 83)
 OR0514
 OR0514                          SUPERSEDED SURVEY CONTROL
 OR0514
 OR0514  NGVD 29 (??/??/92)  577.579  (m)         1894.94   (f) ADJ UNCH    2 0
 OR0514
 OR0514.Superseded values are not recommended for survey control.
 OR0514
 OR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0514.See file dsdata.pdf to determine how the superseded data were derived.
 OR0514
 OR0514_MARKER: DB = BENCH MARK DISK
 OR0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0514_STAMPING: Z 300 1945
 OR0514_MARK LOGO: CGS
 OR0514_PROJECTION: PROJECTING 13 CENTIMETERS
 OR0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0514+STABILITY: SURFACE MOTION
 OR0514
 OR0514  HISTORY     - Date     Condition        Report By
 OR0514  HISTORY     - 1945     MONUMENTED       CGS
 OR0514
 OR0514                          STATION DESCRIPTION
 OR0514
 OR0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0514'10.6 MI NW FROM ACADEMY.
 OR0514'IN BRULE COUNTY, 10.6 MILES NORTHWEST OF ACADEMY, CHARLES MIX
 OR0514'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM WARD ACADEMY BY
 OR0514'GOING 0.1 MILE NORTH, THENCE 3.0 MILE WEST ALONG A GRAVEL ROAD,
 OR0514'THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.5
 OR0514'MILES WEST ALONG A GRADED DIRT ROAD, AND THENCE 2.0 MILES
 OR0514'NORTH ALONG A GRADED DIRT ROAD.  IT IS AT THE T-INTERSECTION
 OR0514'OF A ROAD LEADING EAST, 37 FEET WEST OF THE CENTER LINE OF THE
 OR0514'NORTH-AND-SOUTH ROAD, ON THE EXTENDED CENTER LINE OF THE T-ROAD,
 OR0514'2.5 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET EAST OF A WHITE
 OR0514'WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 OR0514'NORTH-AND-SOUTH ROAD, AND SET IN THE TOP OF THE CONCRETE POST
 OR0514'PROJECTING 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0171 ***********************************************************************
 OR0171  DESIGNATION -  Z 301
 OR0171  PID         -  OR0171
 OR0171  STATE/COUNTY-  SD/CHARLES MIX
 OR0171  COUNTRY     -  US
 OR0171  USGS QUAD   -  LAKE GEORGE (2017)
 OR0171
 OR0171                         *CURRENT SURVEY CONTROL
 OR0171  ______________________________________________________________________
 OR0171* NAD 83(1986) POSITION- 43 23 01.     (N) 098 55 24.     (W)   SCALED
 OR0171* NAVD 88 ORTHO HEIGHT -   487.378 (meters)     1599.01  (feet) ADJUSTED
 OR0171  ______________________________________________________________________
 OR0171  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 OR0171  DYNAMIC HEIGHT  -        487.220 (meters)     1598.49  (feet) COMP
 OR0171  MODELED GRAVITY -    980,282.2   (mgal)                       NAVD 88
 OR0171
 OR0171  VERT ORDER      -  FIRST     CLASS II
 OR0171
 OR0171.The horizontal coordinates were scaled from a map and have
 OR0171.an estimated accuracy of +/- 6 seconds.
 OR0171
 OR0171.The orthometric height was determined by differential leveling and
 OR0171.adjusted by the NATIONAL GEODETIC SURVEY
 OR0171.in June 1991.
 OR0171
 OR0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0171.GEOID18 height accuracy estimate available here.
 OR0171
 OR0171.Click photographs - Photos may exist for this station.
 OR0171
 OR0171.The dynamic height is computed by dividing the NAVD 88
 OR0171.geopotential number by the normal gravity value computed on the
 OR0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0171.degrees latitude (g = 980.6199 gals.).
 OR0171
 OR0171.The modeled gravity was interpolated from observed gravity values.
 OR0171
 OR0171;                    North         East    Units  Estimated Accuracy
 OR0171;SPC SD S     -   117,650.      714,240.      MT  (+/- 180 meters Scaled)
 OR0171
 OR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP062034(NAD 83)
 OR0171
 OR0171                          SUPERSEDED SURVEY CONTROL
 OR0171
 OR0171  NGVD 29 (??/??/92)  487.04   (m)         1597.9    (f) COMPUTED    1 2
 OR0171
 OR0171.Superseded values are not recommended for survey control.
 OR0171
 OR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0171.See file dsdata.pdf to determine how the superseded data were derived.
 OR0171
 OR0171_MARKER: DB = BENCH MARK DISK
 OR0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0171_STAMPING: Z 301 1945
 OR0171_MARK LOGO: CGS
 OR0171_PROJECTION: PROJECTING 15 CENTIMETERS
 OR0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0171+STABILITY: SURFACE MOTION
 OR0171
 OR0171  HISTORY     - Date     Condition        Report By
 OR0171  HISTORY     - 1945     MONUMENTED       CGS
 OR0171  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0171
 OR0171                          STATION DESCRIPTION
 OR0171
 OR0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OR0171'4.2 MI WQ FROM PLATTE.
 OR0171'TO REACH FROM THE POST OFFICE AT PLATTE GO SOUTH 0.2 MILE ALONG
 OR0171'MAIN STREET, THENCE WEST 4.0 MILES ALONG A GRAVELED ROAD TO
 OR0171'SIDE OF MARK, BENCH MARK IS IN THE NORTHWEST CORNER OF A SCHOOL
 OR0171'HOUSE YARD, ABOUT 100 YARDS WEST OF A DIRT ROAD INTERSECTION,
 OR0171'126.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 OR0171'HOUSE, 35.5 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE
 OR0171'CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A FENCE CORNER
 OR0171'AND 2.5 FEET WEST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED
 OR0171'Z 301 1945 SET INTHE TOP OF A CONCRETE POST WHICH PROJECTS
 OR0171'6 INCHES ABOVE GROUND.
 OR0171
 OR0171                          STATION RECOVERY (2013)
 OR0171
 OR0171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0173 ***********************************************************************
 OR0173  DESIGNATION -  Z 301 RESET
 OR0173  PID         -  OR0173
 OR0173  STATE/COUNTY-  SD/CHARLES MIX
 OR0173  COUNTRY     -  US
 OR0173  USGS QUAD   -  LAKE GEORGE (2017)
 OR0173
 OR0173                         *CURRENT SURVEY CONTROL
 OR0173  ______________________________________________________________________
 OR0173* NAD 83(1986) POSITION- 43 23 01.     (N) 098 55 24.     (W)   SCALED
 OR0173* NAVD 88 ORTHO HEIGHT -   487.18  (+/-2cm)     1598.4   (feet) VERTCON3
 OR0173  ______________________________________________________________________
 OR0173  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 OR0173  VERT ORDER      -  THIRD (See Below)
 OR0173
 OR0173.The horizontal coordinates were scaled from a map and have
 OR0173.an estimated accuracy of +/- 6 seconds.
 OR0173
 OR0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0173
 OR0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0173.GEOID18 height accuracy estimate available here.
 OR0173
 OR0173.The vertical order pertains to the NGVD 29 superseded value.
 OR0173
 OR0173.Click photographs - Photos may exist for this station.
 OR0173
 OR0173;                    North         East    Units  Estimated Accuracy
 OR0173;SPC SD S     -   117,650.      714,240.      MT  (+/- 180 meters Scaled)
 OR0173
 OR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP062034(NAD 83)
 OR0173
 OR0173                          SUPERSEDED SURVEY CONTROL
 OR0173
 OR0173  NGVD 29 (??/??/??)  486.85   (m)         1597.3    (f) RESET       3  
 OR0173
 OR0173.Superseded values are not recommended for survey control.
 OR0173
 OR0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0173.See file dsdata.pdf to determine how the superseded data were derived.
 OR0173
 OR0173_MARKER: DB = BENCH MARK DISK
 OR0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0173_STAMPING: Z 301 RESET 1963
 OR0173_MARK LOGO: CGS
 OR0173_PROJECTION: PROJECTING 8 CENTIMETERS
 OR0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0173+STABILITY: SURFACE MOTION
 OR0173
 OR0173  HISTORY     - Date     Condition        Report By
 OR0173  HISTORY     - 1963     MONUMENTED       CGS
 OR0173
 OR0173                          STATION DESCRIPTION
 OR0173
 OR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OR0173'4 MI W FROM PLATTE.
 OR0173'4.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION
 OR0173'WITH MAIN STREET IN PLATTE, CHARLES MIX COUNTY, IN THE SOUTHWEST
 OR0173'ANGLE OF CROSSROADS, IN THE YARD OF A RURAL SCHOOL, ABOUT 105
 OR0173'FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 2 FEET
 OR0173'SOUTH OF A GREEN WOODEN WITNESS POST, 1 FOOT EAST OF THE WEST
 OR0173'SCHOOLYARD FENCE AND IN LINE WITH THE SOUTH SIDE OF THE SCHOOL
 OR0173'BUILDING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OR0173'3 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0399 ***********************************************************************
 QS0399  DESIGNATION -  Z 303
 QS0399  PID         -  QS0399
 QS0399  STATE/COUNTY-  SD/CORSON
 QS0399  COUNTRY     -  US
 QS0399  USGS QUAD   -  MOBRIDGE (2017)
 QS0399
 QS0399                         *CURRENT SURVEY CONTROL
 QS0399  ______________________________________________________________________
 QS0399* NAD 83(1986) POSITION- 45 30 19.99   (N) 100 29 57.67   (W)   HD_HELD1
 QS0399* NAVD 88 ORTHO HEIGHT -   557.658 (meters)     1829.58  (feet) ADJUSTED
 QS0399  ______________________________________________________________________
 QS0399  GEOID HEIGHT    -        -21.742 (meters)                     GEOID18
 QS0399  DYNAMIC HEIGHT  -        557.610 (meters)     1829.43  (feet) COMP
 QS0399  MODELED GRAVITY -    980,510.6   (mgal)                       NAVD 88
 QS0399
 QS0399  VERT ORDER      -  SECOND    CLASS 0
 QS0399
 QS0399.The horizontal coordinates were determined by differentially corrected
 QS0399.hand held GPS observations or other comparable positioning techniques
 QS0399.and have an estimated accuracy of +/- 3 meters.
 QS0399
 QS0399.The orthometric height was determined by differential leveling and
 QS0399.adjusted by the NATIONAL GEODETIC SURVEY
 QS0399.in June 1991.
 QS0399
 QS0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0399.GEOID18 height accuracy estimate available here.
 QS0399
 QS0399.Click photographs - Photos may exist for this station.
 QS0399
 QS0399.The dynamic height is computed by dividing the NAVD 88
 QS0399.geopotential number by the normal gravity value computed on the
 QS0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0399.degrees latitude (g = 980.6199 gals.).
 QS0399
 QS0399.The modeled gravity was interpolated from observed gravity values.
 QS0399
 QS0399;                    North         East    Units  Estimated Accuracy
 QS0399;SPC SD N     -   185,945.6     560,976.8     MT  (+/- 3 meters HH1 GPS) 
 QS0399
 QS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8287240206(NAD 83)
 QS0399
 QS0399                          SUPERSEDED SURVEY CONTROL
 QS0399
 QS0399  NGVD 29 (??/??/92)  557.303  (m)         1828.42   (f) ADJ UNCH    2 0
 QS0399
 QS0399.Superseded values are not recommended for survey control.
 QS0399
 QS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0399.See file dsdata.pdf to determine how the superseded data were derived.
 QS0399
 QS0399_MARKER: DB = BENCH MARK DISK
 QS0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0399_STAMPING: Z 303 1945
 QS0399_MARK LOGO: CGS
 QS0399_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0399+STABILITY: SURFACE MOTION
 QS0399
 QS0399  HISTORY     - Date     Condition        Report By
 QS0399  HISTORY     - 1945     MONUMENTED       CGS
 QS0399
 QS0399                          STATION DESCRIPTION
 QS0399
 QS0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0399'4.8 MI SW FROM MOBRIDGE.
 QS0399'TO REACH FROM THE POST OFFICE AT MOBRIDGE GO NORTH 1 BLOCK, THENCE
 QS0399'WESTERLY 3.8 MILES ALONG U.S. HIGHWAY NO. 12, THENCE SOUTHWESTERLY
 QS0399'1.0 MILE ALONG STATE HIGHWAY NO. 8 TO SITE OF MARK, BENCH MARK
 QS0399'IS ABOUT 0.4 MILE NORTH OF THE INTERSECTION OF THE HIGHWAY AND
 QS0399'A GRAVELED ROAD LEADING SOUTH TO CHEYENNE AGENCY, 32.0 FEET
 QS0399'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY AND
 QS0399'1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED
 QS0399'Z 303 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 QS0399'4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0172 ***********************************************************************
 QS0172  DESIGNATION -  Z 304
 QS0172  PID         -  QS0172
 QS0172  STATE/COUNTY-  SD/DEWEY
 QS0172  COUNTRY     -  US
 QS0172  USGS QUAD   -  FOUR BEAR CREEK (2017)
 QS0172
 QS0172                         *CURRENT SURVEY CONTROL
 QS0172  ______________________________________________________________________
 QS0172* NAD 83(1986) POSITION- 45 14 20.     (N) 100 15 54.     (W)   SCALED
 QS0172* NAVD 88 ORTHO HEIGHT -   479.039 (meters)     1571.65  (feet) ADJUSTED
 QS0172  ______________________________________________________________________
 QS0172  GEOID HEIGHT    -        -22.180 (meters)                     GEOID18
 QS0172  DYNAMIC HEIGHT  -        478.981 (meters)     1571.46  (feet) COMP
 QS0172  MODELED GRAVITY -    980,479.5   (mgal)                       NAVD 88
 QS0172
 QS0172  VERT ORDER      -  SECOND    CLASS 0
 QS0172
 QS0172.The horizontal coordinates were scaled from a map and have
 QS0172.an estimated accuracy of +/- 6 seconds.
 QS0172
 QS0172.The orthometric height was determined by differential leveling and
 QS0172.adjusted by the NATIONAL GEODETIC SURVEY
 QS0172.in June 1991.
 QS0172
 QS0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0172.GEOID18 height accuracy estimate available here.
 QS0172
 QS0172.Click photographs - Photos may exist for this station.
 QS0172
 QS0172.The dynamic height is computed by dividing the NAVD 88
 QS0172.geopotential number by the normal gravity value computed on the
 QS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0172.degrees latitude (g = 980.6199 gals.).
 QS0172
 QS0172.The modeled gravity was interpolated from observed gravity values.
 QS0172
 QS0172;                    North         East    Units  Estimated Accuracy
 QS0172;SPC SD N     -   156,220.      579,190.      MT  (+/- 180 meters Scaled)
 QS0172
 QS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR007102(NAD 83)
 QS0172
 QS0172                          SUPERSEDED SURVEY CONTROL
 QS0172
 QS0172  NGVD 29 (??/??/92)  478.670  (m)         1570.44   (f) ADJ UNCH    2 0
 QS0172
 QS0172.Superseded values are not recommended for survey control.
 QS0172
 QS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0172.See file dsdata.pdf to determine how the superseded data were derived.
 QS0172
 QS0172_MARKER: DB = BENCH MARK DISK
 QS0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0172_STAMPING: Z 304 1945
 QS0172_MARK LOGO: CGS
 QS0172_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0172+STABILITY: SURFACE MOTION
 QS0172
 QS0172  HISTORY     - Date     Condition        Report By
 QS0172  HISTORY     - 1945     MONUMENTED       CGS
 QS0172
 QS0172                          STATION DESCRIPTION
 QS0172
 QS0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0172'18.5 MI NW FROM CHEYENNE AGENCY.
 QS0172'TO REACH FROM THE AGENCY OFFICE AT CHEYENNE AGENCY GO NORTH
 QS0172'WESTERLY 18.5 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 QS0172'MARK IS 93.0 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 QS0172'ROW OF POLES ON WEST SIDE OF ROAD, 50.0 FEET WEST OF AND ABOUT
 QS0172'1.5 FEET HIGHER THAN CENTERLINE OF ROAD, 8.5 FEET EAST OF A
 QS0172'FENCE CORNER AND IN LINE WITH AN EAST WEST FENCE LINE, 1.0 FOOT
 QS0172'NORTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED Z 304 1945
 QS0172'IS SET IN TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 QS0172'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0332 ***********************************************************************
 QS0332  DESIGNATION -  Z 305
 QS0332  PID         -  QS0332
 QS0332  STATE/COUNTY-  SD/CORSON
 QS0332  COUNTRY     -  US
 QS0332  USGS QUAD   -  WAKPALA (2017)
 QS0332
 QS0332                         *CURRENT SURVEY CONTROL
 QS0332  ______________________________________________________________________
 QS0332* NAD 83(1986) POSITION- 45 39 38.80   (N) 100 30 52.74   (W)   HD_HELD1
 QS0332* NAVD 88 ORTHO HEIGHT -   526.702 (meters)     1728.02  (feet) ADJUSTED
 QS0332  ______________________________________________________________________
 QS0332  GEOID HEIGHT    -        -21.629 (meters)                     GEOID18
 QS0332  DYNAMIC HEIGHT  -        526.662 (meters)     1727.89  (feet) COMP
 QS0332  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 QS0332
 QS0332  VERT ORDER      -  FIRST     CLASS II
 QS0332
 QS0332.The horizontal coordinates were determined by differentially corrected
 QS0332.hand held GPS observations or other comparable positioning techniques
 QS0332.and have an estimated accuracy of +/- 3 meters.
 QS0332
 QS0332.The orthometric height was determined by differential leveling and
 QS0332.adjusted by the NATIONAL GEODETIC SURVEY
 QS0332.in June 1991.
 QS0332
 QS0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0332.GEOID18 height accuracy estimate available here.
 QS0332
 QS0332.Click photographs - Photos may exist for this station.
 QS0332
 QS0332.The dynamic height is computed by dividing the NAVD 88
 QS0332.geopotential number by the normal gravity value computed on the
 QS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0332.degrees latitude (g = 980.6199 gals.).
 QS0332
 QS0332.The modeled gravity was interpolated from observed gravity values.
 QS0332
 QS0332;                    North         East    Units  Estimated Accuracy
 QS0332;SPC SD N     -   203,204.6     559,891.0     MT  (+/- 3 meters HH1 GPS) 
 QS0332
 QS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8200257474(NAD 83)
 QS0332
 QS0332                          SUPERSEDED SURVEY CONTROL
 QS0332
 QS0332  NGVD 29 (??/??/92)  526.322  (m)         1726.77   (f) ADJ UNCH    1 2
 QS0332
 QS0332.Superseded values are not recommended for survey control.
 QS0332
 QS0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0332.See file dsdata.pdf to determine how the superseded data were derived.
 QS0332
 QS0332_MARKER: DB = BENCH MARK DISK
 QS0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0332_STAMPING: Z 305 1945
 QS0332_MARK LOGO: CGS
 QS0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0332+STABILITY: SURFACE MOTION
 QS0332
 QS0332  HISTORY     - Date     Condition        Report By
 QS0332  HISTORY     - 1945     MONUMENTED       CGS
 QS0332  HISTORY     - 1949     GOOD             CGS
 QS0332
 QS0332                          STATION DESCRIPTION
 QS0332
 QS0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0332'1 MI E FROM WAKPALA.
 QS0332'1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT WAKPALA,
 QS0332'CORSON COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTH, 53 FEET
 QS0332'EAST OF THE CENTERLINE OF OF THE SIDE ROAD, 37 FEET NORTH OF THE
 QS0332'CENTERLINE OF THE GRAVEL ROAD, 1 FOOT EAST OF A WHITE WOODEN
 QS0332'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK SET IN
 QS0332'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0393 ***********************************************************************
 QS0393  DESIGNATION -  Z 306
 QS0393  PID         -  QS0393
 QS0393  STATE/COUNTY-  SD/CORSON
 QS0393  COUNTRY     -  US
 QS0393  USGS QUAD   -  MAHTO NE (2017)
 QS0393
 QS0393                         *CURRENT SURVEY CONTROL
 QS0393  ______________________________________________________________________
 QS0393* NAD 83(1986) POSITION- 45 56 20.     (N) 100 31 43.     (W)   SCALED
 QS0393* NAVD 88 ORTHO HEIGHT -   485.457 (meters)     1592.70  (feet) POSTED
 QS0393  ______________________________________________________________________
 QS0393  GEOID HEIGHT    -        -21.576 (meters)                     GEOID18
 QS0393  DYNAMIC HEIGHT  -        485.43  (meters)     1592.6   (feet) COMP
 QS0393  MODELED GRAVITY -    980,548.7   (mgal)                       NAVD 88
 QS0393
 QS0393  VERT ORDER      -  * POSTED, SEE BELOW
 QS0393
 QS0393.The horizontal coordinates were scaled from a map and have
 QS0393.an estimated accuracy of +/- 6 seconds.
 QS0393
 QS0393.The orthometric height was determined by differential leveling
 QS0393.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QS0393
 QS0393.* This is a POSTED BENCH MARK height.
 QS0393
 QS0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0393.GEOID18 height accuracy estimate available here.
 QS0393
 QS0393.Click photographs - Photos may exist for this station.
 QS0393
 QS0393.The dynamic height is computed by dividing the NAVD 88
 QS0393.geopotential number by the normal gravity value computed on the
 QS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0393.degrees latitude (g = 980.6199 gals.).
 QS0393
 QS0393.The modeled gravity was interpolated from observed gravity values.
 QS0393
 QS0393;                    North         East    Units  Estimated Accuracy
 QS0393;SPC SD N     -   234,120.      559,010.      MT  (+/- 180 meters Scaled)
 QS0393
 QS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR815883(NAD 83)
 QS0393
 QS0393                          SUPERSEDED SURVEY CONTROL
 QS0393
 QS0393  NGVD 29 (??/??/92)  485.076  (m)         1591.45   (f) ADJ UNCH    2 0
 QS0393
 QS0393.Superseded values are not recommended for survey control.
 QS0393
 QS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0393.See file dsdata.pdf to determine how the superseded data were derived.
 QS0393
 QS0393_MARKER: DB = BENCH MARK DISK
 QS0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QS0393_SP_SET: BRIDGE
 QS0393_STAMPING: Z 306 1945
 QS0393_MARK LOGO: CGS
 QS0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0393
 QS0393  HISTORY     - Date     Condition        Report By
 QS0393  HISTORY     - 1945     MONUMENTED       CGS
 QS0393  HISTORY     - 1959     GOOD             CGS
 QS0393
 QS0393                          STATION DESCRIPTION
 QS0393
 QS0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0393'2.9 MI NW FROM KENEL.
 QS0393'2.9 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0393'SCHOOL AT KENEL, SOUTH DAKOTA, TO A CONCRETE BRIDGE AND THE SITE
 QS0393'OF THE MARK.  AN IRON DISK SET IN NORTHWEST CORNER OF THE CONCRETE
 QS0393'ABUTMENT OF THE BRIDGE, 11.8 FEET WEST OF THE CENTER OF THE
 QS0393'BRIDGE WHICH IS ABOUT 0.3 MILE SOUTH OF THE NORTH AND SOUTH DAKOTA
 QS0393'STATE LINE.  ABOUT 3.0 FEET ABOVE THE GROUND.  STAMPED Z 306 1945.
 QS0393'NOTE-- 1964 USGS REPORT-- THE TOWN OF KENEL HAS BEEN MOVED 5.0
 QS0393'MILES SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0393
 QS0393                          STATION RECOVERY (1959)
 QS0393
 QS0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QS0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0105 ***********************************************************************
 QS0105  DESIGNATION -  Z 307
 QS0105  PID         -  QS0105
 QS0105  STATE/COUNTY-  SD/WALWORTH
 QS0105  COUNTRY     -  US
 QS0105  USGS QUAD   -  MOBRIDGE (2017)
 QS0105
 QS0105                         *CURRENT SURVEY CONTROL
 QS0105  ______________________________________________________________________
 QS0105* NAD 83(1986) POSITION- 45 32 53.     (N) 100 26 53.     (W)   SCALED
 QS0105* NAVD 88 ORTHO HEIGHT -   509.785 (meters)     1672.52  (feet) ADJUSTED
 QS0105  ______________________________________________________________________
 QS0105  GEOID HEIGHT    -        -21.809 (meters)                     GEOID18
 QS0105  DYNAMIC HEIGHT  -        509.742 (meters)     1672.38  (feet) COMP
 QS0105  MODELED GRAVITY -    980,516.5   (mgal)                       NAVD 88
 QS0105
 QS0105  VERT ORDER      -  SECOND    CLASS 0
 QS0105
 QS0105.This mark is at Mobridge Airport (MBG)
 QS0105
 QS0105.The horizontal coordinates were scaled from a map and have
 QS0105.an estimated accuracy of +/- 6 seconds.
 QS0105
 QS0105.The orthometric height was determined by differential leveling and
 QS0105.adjusted by the NATIONAL GEODETIC SURVEY
 QS0105.in June 1991.
 QS0105
 QS0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0105.GEOID18 height accuracy estimate available here.
 QS0105
 QS0105.Click photographs - Photos may exist for this station.
 QS0105
 QS0105.The dynamic height is computed by dividing the NAVD 88
 QS0105.geopotential number by the normal gravity value computed on the
 QS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0105.degrees latitude (g = 980.6199 gals.).
 QS0105
 QS0105.The modeled gravity was interpolated from observed gravity values.
 QS0105
 QS0105;                    North         East    Units  Estimated Accuracy
 QS0105;SPC SD N     -   190,650.      565,010.      MT  (+/- 180 meters Scaled)
 QS0105
 QS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR869448(NAD 83)
 QS0105
 QS0105                          SUPERSEDED SURVEY CONTROL
 QS0105
 QS0105  NGVD 29 (??/??/92)  509.432  (m)         1671.36   (f) ADJ UNCH    2 0
 QS0105
 QS0105.Superseded values are not recommended for survey control.
 QS0105
 QS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0105.See file dsdata.pdf to determine how the superseded data were derived.
 QS0105
 QS0105_MARKER: DB = BENCH MARK DISK
 QS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0105_STAMPING: Z 307 1945
 QS0105_MARK LOGO: CGS
 QS0105_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0105+STABILITY: SURFACE MOTION
 QS0105
 QS0105  HISTORY     - Date     Condition        Report By
 QS0105  HISTORY     - 1945     MONUMENTED       CGS
 QS0105  HISTORY     - 1953     GOOD             CGS
 QS0105  HISTORY     - 19970505 MARK NOT FOUND   NGS
 QS0105
 QS0105                          STATION DESCRIPTION
 QS0105
 QS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0105'1.4 MI NW FROM MOBRIDGE.
 QS0105'1.4 MILES NORTHWEST AT THE MOBRIDGE MUNICIPAL AIRPORT, ABOUT 75.0
 QS0105'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, 32.5 FEET
 QS0105'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF A NORTH-SOUTH
 QS0105'ROAD, 29.0 FEET SOUTH OF THE SOUTH END OF A STEEL GATE ACROSS
 QS0105'ENTRANCE DRIVE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT NORTH OF A
 QS0105'4 X 4 MARKER POST.  A BRONZE DISK STAMPED Z 307 1945 SET IN THE
 QS0105'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 QS0105
 QS0105                          STATION RECOVERY (1953)
 QS0105
 QS0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 QS0105'RECOVERED IN GOOD CONDITION.
 QS0105
 QS0105                          STATION RECOVERY (1997)
 QS0105
 QS0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0105'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0207 ***********************************************************************
 PT0207  DESIGNATION -  Z 308 RESET
 PT0207  PID         -  PT0207
 PT0207  STATE/COUNTY-  SD/HUGHES
 PT0207  COUNTRY     -  US
 PT0207  USGS QUAD   -  OAHE DAM (2017)
 PT0207
 PT0207                         *CURRENT SURVEY CONTROL
 PT0207  ______________________________________________________________________
 PT0207* NAD 83(1986) POSITION- 44 27 56.     (N) 100 23 26.     (W)   SCALED
 PT0207* NAVD 88 ORTHO HEIGHT -   535.380 (meters)     1756.49  (feet) ADJUSTED
 PT0207  ______________________________________________________________________
 PT0207  GEOID HEIGHT    -        -23.142 (meters)                     GEOID18
 PT0207  DYNAMIC HEIGHT  -        535.276 (meters)     1756.15  (feet) COMP
 PT0207  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 PT0207
 PT0207  VERT ORDER      -  FIRST     CLASS II
 PT0207
 PT0207.The horizontal coordinates were scaled from a map and have
 PT0207.an estimated accuracy of +/- 6 seconds.
 PT0207
 PT0207.The orthometric height was determined by differential leveling and
 PT0207.adjusted by the NATIONAL GEODETIC SURVEY
 PT0207.in June 1991.
 PT0207
 PT0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0207.GEOID18 height accuracy estimate available here.
 PT0207
 PT0207.Click photographs - Photos may exist for this station.
 PT0207
 PT0207.The dynamic height is computed by dividing the NAVD 88
 PT0207.geopotential number by the normal gravity value computed on the
 PT0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0207.degrees latitude (g = 980.6199 gals.).
 PT0207
 PT0207.The modeled gravity was interpolated from observed gravity values.
 PT0207
 PT0207;                    North         East    Units  Estimated Accuracy
 PT0207;SPC SD S     -   236,890.      595,450.      MT  (+/- 180 meters Scaled)
 PT0207
 PT0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ893245(NAD 83)
 PT0207
 PT0207                          SUPERSEDED SURVEY CONTROL
 PT0207
 PT0207  NGVD 29 (??/??/92)  534.993  (m)         1755.22   (f) ADJ UNCH    1 2
 PT0207
 PT0207.Superseded values are not recommended for survey control.
 PT0207
 PT0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0207.See file dsdata.pdf to determine how the superseded data were derived.
 PT0207
 PT0207_MARKER: DD = SURVEY DISK
 PT0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0207_STAMPING: Z 308 RESET 1946 1921
 PT0207_MARK LOGO: CGS
 PT0207_PROJECTION: PROJECTING 40 CENTIMETERS
 PT0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0207+STABILITY: SURFACE MOTION
 PT0207
 PT0207  HISTORY     - Date     Condition        Report By
 PT0207  HISTORY     - 1946     MONUMENTED       CGS
 PT0207  HISTORY     - 1949     GOOD             CGS
 PT0207  HISTORY     - 1973     MARK NOT FOUND   USGS
 PT0207
 PT0207                          STATION DESCRIPTION
 PT0207
 PT0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PT0207'8.9 MI NW FROM PIERRE.
 PT0207'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PT0207'AT PIERRE, THENCE 5.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 PT0207'1.9 MILES WEST ALONG A DIRT ROAD THENCE 0.4 MILE NORTH ALONG
 PT0207'THE BLUFFS OF THE MISSOURI RIVER, 32 FEET NORTHWEST OF A FENCE
 PT0207'CORNER, 67 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 PT0207'ROAD, 21 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 PT0207'3.0 FEET WEST OF A WITNESS POST, 1.0 FOOT NORTH OF A FENCE, SET
 PT0207'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.3 FEET ABOVE THE
 PT0207'GROUND.  NOTE-- MARK FALLS IN AREA CHANGED BY CONSTRUCTION OF
 PT0207'OAHE DAM.
 PT0207
 PT0207                          STATION RECOVERY (1973)
 PT0207
 PT0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PT0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0052 ***********************************************************************
 PT0052  DESIGNATION -  Z 309 RESET
 PT0052  PID         -  PT0052
 PT0052  STATE/COUNTY-  SD/SULLY
 PT0052  COUNTRY     -  US
 PT0052  USGS QUAD   -  OKOBOJO SW (2017)
 PT0052
 PT0052                         *CURRENT SURVEY CONTROL
 PT0052  ______________________________________________________________________
 PT0052* NAD 83(1986) POSITION- 44 36 21.     (N) 100 26 46.     (W)   SCALED
 PT0052* NAVD 88 ORTHO HEIGHT -   539.96  (meters)     1771.5   (feet) RESET
 PT0052  ______________________________________________________________________
 PT0052  GEOID HEIGHT    -        -22.846 (meters)                     GEOID18
 PT0052  VERT ORDER      -  THIRD
 PT0052
 PT0052.The horizontal coordinates were scaled from a map and have
 PT0052.an estimated accuracy of +/- 6 seconds.
 PT0052
 PT0052.The orthometric height was computed from unverified reset data.
 PT0052
 PT0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0052.GEOID18 height accuracy estimate available here.
 PT0052
 PT0052.Click photographs - Photos may exist for this station.
 PT0052
 PT0052;                    North         East    Units  Estimated Accuracy
 PT0052;SPC SD N     -    85,940.      564,590.      MT  (+/- 180 meters Scaled)
 PT0052
 PT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ852401(NAD 83)
 PT0052
 PT0052                          SUPERSEDED SURVEY CONTROL
 PT0052
 PT0052.No superseded survey control is available for this station.
 PT0052
 PT0052_MARKER: DB = BENCH MARK DISK
 PT0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0052_STAMPING: Z 309 RESET 1971
 PT0052_MARK LOGO: CGS
 PT0052_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0052+STABILITY: SURFACE MOTION
 PT0052
 PT0052  HISTORY     - Date     Condition        Report By
 PT0052  HISTORY     - 1971     MONUMENTED       NGS
 PT0052
 PT0052                          STATION DESCRIPTION
 PT0052
 PT0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PT0052'21.9 MI NW FROM PIERRE.
 PT0052'18.5 MILES WEST ALONG A COUNTY ROAD FROM ITS INTERSECTION
 PT0052'WITH U.S. HIGHWAY 83 AT THE WEST EDGE OF ONIDA, TO A CROSSROAD
 PT0052'AND A SCHOOLHOUSE IN THE SOUTHWEST CORNER, THENCE SOUTH 7.4
 PT0052'MILES TO A CROSSROAD, 77 FEET WEST OF THE NORTH-SOUTH ROAD,
 PT0052'30 FEET SOUTH OF THE CROSSROAD, 31 FEET EAST OF A TELEPHONE
 PT0052'CABLE INSPECTION BOX, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST,
 PT0052'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0326 ***********************************************************************
 QT0326  DESIGNATION -  Z 31
 QT0326  PID         -  QT0326
 QT0326  STATE/COUNTY-  SD/HARDING
 QT0326  COUNTRY     -  US
 QT0326  USGS QUAD   -  BUFFALO (2017)
 QT0326
 QT0326                         *CURRENT SURVEY CONTROL
 QT0326  ______________________________________________________________________
 QT0326* NAD 83(1986) POSITION- 45 33 34.     (N) 103 30 47.     (W)   SCALED
 QT0326* NAVD 88 ORTHO HEIGHT -   875.913 (meters)     2873.72  (feet) ADJUSTED
 QT0326  ______________________________________________________________________
 QT0326  GEOID HEIGHT    -        -16.013 (meters)                     GEOID18
 QT0326  DYNAMIC HEIGHT  -        875.775 (meters)     2873.27  (feet) COMP
 QT0326  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 QT0326
 QT0326  VERT ORDER      -  FIRST     CLASS II
 QT0326
 QT0326.The horizontal coordinates were scaled from a map and have
 QT0326.an estimated accuracy of +/- 6 seconds.
 QT0326
 QT0326.The orthometric height was determined by differential leveling and
 QT0326.adjusted by the NATIONAL GEODETIC SURVEY
 QT0326.in April 2000.
 QT0326
 QT0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0326.GEOID18 height accuracy estimate available here.
 QT0326
 QT0326.Click photographs - Photos may exist for this station.
 QT0326
 QT0326.The dynamic height is computed by dividing the NAVD 88
 QT0326.geopotential number by the normal gravity value computed on the
 QT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0326.degrees latitude (g = 980.6199 gals.).
 QT0326
 QT0326.The modeled gravity was interpolated from observed gravity values.
 QT0326
 QT0326;                    North         East    Units  Estimated Accuracy
 QT0326;SPC SD N     -   197,770.      325,810.      MT  (+/- 180 meters Scaled)
 QT0326
 QT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL160461(NAD 83)
 QT0326
 QT0326                          SUPERSEDED SURVEY CONTROL
 QT0326
 QT0326  NAVD 88 (06/15/91)  875.909  (m)         2873.71   (f) SUPERSEDED  1 2
 QT0326  NGVD 29 (??/??/92)  875.429  (m)         2872.14   (f) ADJ UNCH    1 2
 QT0326
 QT0326.Superseded values are not recommended for survey control.
 QT0326
 QT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0326.See file dsdata.pdf to determine how the superseded data were derived.
 QT0326
 QT0326_MARKER: DB = BENCH MARK DISK
 QT0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0326_STAMPING: Z 31 1934
 QT0326_MARK LOGO: CGS
 QT0326_PROJECTION: FLUSH
 QT0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0326+STABILITY: SURFACE MOTION
 QT0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0326+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 QT0326
 QT0326  HISTORY     - Date     Condition        Report By
 QT0326  HISTORY     - 1934     MONUMENTED       CGS
 QT0326  HISTORY     - 1941     GOOD             CGS
 QT0326  HISTORY     - 19981030 GOOD             NGS
 QT0326
 QT0326                          STATION DESCRIPTION
 QT0326
 QT0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QT0326'2.8 MI E FROM BUFFALO.
 QT0326'3.5 MILES EAST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 QT0326'AT BUFFALO, HARDING COUNTY, ABOUT 1.5 MILES EAST OF THE JUNCTION
 QT0326'WITH U.S. HIGHWAY 85, ABOUT 123 YARDS WEST OF A SMALL CUT
 QT0326'THROUGH A RIDGE, AND 78 FEET NORTH OF THE CENTER LINE OF THE
 QT0326'HIGHWAY.  A STANDARD DISK, STAMPED Z 31 1934 AND SET IN THE TOP
 QT0326'OF A CONCRETE POST.
 QT0326
 QT0326                          STATION RECOVERY (1941)
 QT0326
 QT0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 QT0326'RECOVERED IN GOOD CONDITION.
 QT0326
 QT0326                          STATION RECOVERY (1998)
 QT0326
 QT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0326'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 QT0326'STATE HIGHWAY 20 IN BUFFALO, THENCE 2.5 KM (1.55 MI) EASTERLY ALONG
 QT0326'STATE HIGHWAY 20, 185.0 M (607.0 FT) WEST OF MILEPOST 31, 92.0 M
 QT0326'(301.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 22.0 M (72.2 FT)
 QT0326'NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) SOUTH OF A WITNESS
 QT0326'POST AND FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 QT0326'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 QT0326'HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0083 ***********************************************************************
 PT0083  DESIGNATION -  Z 310
 PT0083  PID         -  PT0083
 PT0083  STATE/COUNTY-  SD/SULLY
 PT0083  COUNTRY     -  US
 PT0083  USGS QUAD   -  ARTICHOKE BUTTE NE (2017)
 PT0083
 PT0083                         *CURRENT SURVEY CONTROL
 PT0083  ______________________________________________________________________
 PT0083* NAD 83(1986) POSITION- 44 52 39.     (N) 100 20 22.     (W)   SCALED
 PT0083* NAVD 88 ORTHO HEIGHT -   550.926 (meters)     1807.50  (feet) ADJUSTED
 PT0083  ______________________________________________________________________
 PT0083  GEOID HEIGHT    -        -22.605 (meters)                     GEOID18
 PT0083  DYNAMIC HEIGHT  -        550.834 (meters)     1807.19  (feet) COMP
 PT0083  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 PT0083
 PT0083  VERT ORDER      -  SECOND    CLASS 0
 PT0083
 PT0083.The horizontal coordinates were scaled from a map and have
 PT0083.an estimated accuracy of +/- 6 seconds.
 PT0083
 PT0083.The orthometric height was determined by differential leveling and
 PT0083.adjusted by the NATIONAL GEODETIC SURVEY
 PT0083.in June 1991.
 PT0083
 PT0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0083.GEOID18 height accuracy estimate available here.
 PT0083
 PT0083.Click photographs - Photos may exist for this station.
 PT0083
 PT0083.The dynamic height is computed by dividing the NAVD 88
 PT0083.geopotential number by the normal gravity value computed on the
 PT0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0083.degrees latitude (g = 980.6199 gals.).
 PT0083
 PT0083.The modeled gravity was interpolated from observed gravity values.
 PT0083
 PT0083;                    North         East    Units  Estimated Accuracy
 PT0083;SPC SD N     -   116,090.      573,180.      MT  (+/- 180 meters Scaled)
 PT0083
 PT0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ942702(NAD 83)
 PT0083
 PT0083                          SUPERSEDED SURVEY CONTROL
 PT0083
 PT0083  NGVD 29 (??/??/92)  550.553  (m)         1806.27   (f) ADJ UNCH    2 0
 PT0083
 PT0083.Superseded values are not recommended for survey control.
 PT0083
 PT0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0083.See file dsdata.pdf to determine how the superseded data were derived.
 PT0083
 PT0083_MARKER: DB = BENCH MARK DISK
 PT0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0083_STAMPING: Z 310 1946
 PT0083_MARK LOGO: CGS
 PT0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0083+STABILITY: SURFACE MOTION
 PT0083
 PT0083  HISTORY     - Date     Condition        Report By
 PT0083  HISTORY     - 1946     MONUMENTED       CGS
 PT0083  HISTORY     - 1964     MARK NOT FOUND   USGS
 PT0083
 PT0083                          STATION DESCRIPTION
 PT0083
 PT0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0083'15.4 MI NW FROM AGAR.
 PT0083'15.4 MILES NORTHWEST ALONG A DIM ROAD, 12.3 MILES WEST THENCE
 PT0083'2.0 MILES NORTH THENCE 1.1 MILES NORTHWEST OF THE RAILROAD
 PT0083'STATION IN AGAR, AT THE TOP OF A HILL, 36 FEET SOUTHWEST OF THE
 PT0083'CENTER OF THE ROAD, 2 FEET EAST OF WITNESS POST.  A STANDARD
 PT0083'DISK STAMPED Z 310 1946 AND SET IN THE TOP OF A CONCRETE POST.
 PT0083'NOTE-- ROAD HAS BEEN WIDENED AND DESCRIPTION PLACES BENCH MARK
 PT0083'AT EDGE OF A RECENTLY WIDENED DITCH.  POSSIBLY DESTROYED.
 PT0083
 PT0083                          STATION RECOVERY (1964)
 PT0083
 PT0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0006 ***********************************************************************
 QS0006  DESIGNATION -  Z 311
 QS0006  PID         -  QS0006
 QS0006  STATE/COUNTY-  SD/CORSON
 QS0006  COUNTRY     -  US
 QS0006  USGS QUAD   -  KENEL (2017)
 QS0006
 QS0006                         *CURRENT SURVEY CONTROL
 QS0006  ______________________________________________________________________
 QS0006* NAD 83(1986) POSITION- 45 51 20.     (N) 100 26 50.     (W)   SCALED
 QS0006* NAVD 88 ORTHO HEIGHT -   605.712 (meters)     1987.24  (feet) ADJUSTED
 QS0006  ______________________________________________________________________
 QS0006  GEOID HEIGHT    -        -21.684 (meters)                     GEOID18
 QS0006  DYNAMIC HEIGHT  -        605.676 (meters)     1987.12  (feet) COMP
 QS0006  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 QS0006
 QS0006  VERT ORDER      -  FIRST     CLASS II
 QS0006
 QS0006.The horizontal coordinates were scaled from a map and have
 QS0006.an estimated accuracy of +/- 6 seconds.
 QS0006
 QS0006.The orthometric height was determined by differential leveling and
 QS0006.adjusted by the NATIONAL GEODETIC SURVEY
 QS0006.in June 1991.
 QS0006
 QS0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0006.GEOID18 height accuracy estimate available here.
 QS0006
 QS0006.Click photographs - Photos may exist for this station.
 QS0006
 QS0006.The dynamic height is computed by dividing the NAVD 88
 QS0006.geopotential number by the normal gravity value computed on the
 QS0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0006.degrees latitude (g = 980.6199 gals.).
 QS0006
 QS0006.The modeled gravity was interpolated from observed gravity values.
 QS0006
 QS0006;                    North         East    Units  Estimated Accuracy
 QS0006;SPC SD N     -   224,820.      565,270.      MT  (+/- 180 meters Scaled)
 QS0006
 QS0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR876790(NAD 83)
 QS0006
 QS0006                          SUPERSEDED SURVEY CONTROL
 QS0006
 QS0006  NGVD 29 (??/??/92)  605.332  (m)         1985.99   (f) ADJ UNCH    1 2
 QS0006
 QS0006.Superseded values are not recommended for survey control.
 QS0006
 QS0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0006.See file dsdata.pdf to determine how the superseded data were derived.
 QS0006
 QS0006_MARKER: DB = BENCH MARK DISK
 QS0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0006_STAMPING: Z 311 1945
 QS0006_MARK LOGO: CGS
 QS0006_PROJECTION: PROJECTING 18 CENTIMETERS
 QS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0006+STABILITY: SURFACE MOTION
 QS0006
 QS0006  HISTORY     - Date     Condition        Report By
 QS0006  HISTORY     - 1945     MONUMENTED       CGS
 QS0006  HISTORY     - 1949     GOOD             CGS
 QS0006  HISTORY     - 1964     GOOD             USGS
 QS0006
 QS0006                          STATION DESCRIPTION
 QS0006
 QS0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0006'5.6 MI SE FROM KENEL.
 QS0006'5.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE GOVERNMENT
 QS0006'SCHOOL AT KENEL, THENCE 0.6 MILE EAST ALONG A TRAIL ROAD, 20
 QS0006'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.8 FEET SOUTH OF
 QS0006'THE SOUTH GATE POST, 1.8 FEET NORTH OF A REFERENCE POST, AND
 QS0006'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 QS0006'THE GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF KENEL HAS BEEN
 QS0006'MOVED 5.0 MILE SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL
 QS0006'SITE.  THE FOUNDATIONS OF ITS OLD BUILDINGS STILL REMAIN.
 QS0006
 QS0006                          STATION RECOVERY (1964)
 QS0006
 QS0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0072 ***********************************************************************
 PT0072  DESIGNATION -  Z 313
 PT0072  PID         -  PT0072
 PT0072  STATE/COUNTY-  SD/SULLY
 PT0072  COUNTRY     -  US
 PT0072  USGS QUAD   -  ARTICHOKE BUTTE (2017)
 PT0072
 PT0072                         *CURRENT SURVEY CONTROL
 PT0072  ______________________________________________________________________
 PT0072* NAD 83(1986) POSITION- 44 46 47.     (N) 100 19 28.     (W)   SCALED
 PT0072* NAVD 88 ORTHO HEIGHT -   559.787 (meters)     1836.57  (feet) ADJUSTED
 PT0072  ______________________________________________________________________
 PT0072  GEOID HEIGHT    -        -22.718 (meters)                     GEOID18
 PT0072  DYNAMIC HEIGHT  -        559.687 (meters)     1836.24  (feet) COMP
 PT0072  MODELED GRAVITY -    980,422.2   (mgal)                       NAVD 88
 PT0072
 PT0072  VERT ORDER      -  SECOND    CLASS 0
 PT0072
 PT0072.The horizontal coordinates were scaled from a map and have
 PT0072.an estimated accuracy of +/- 6 seconds.
 PT0072
 PT0072.The orthometric height was determined by differential leveling and
 PT0072.adjusted by the NATIONAL GEODETIC SURVEY
 PT0072.in June 1991.
 PT0072
 PT0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0072.GEOID18 height accuracy estimate available here.
 PT0072
 PT0072.Click photographs - Photos may exist for this station.
 PT0072
 PT0072.The dynamic height is computed by dividing the NAVD 88
 PT0072.geopotential number by the normal gravity value computed on the
 PT0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0072.degrees latitude (g = 980.6199 gals.).
 PT0072
 PT0072.The modeled gravity was interpolated from observed gravity values.
 PT0072
 PT0072;                    North         East    Units  Estimated Accuracy
 PT0072;SPC SD N     -   105,220.      574,320.      MT  (+/- 180 meters Scaled)
 PT0072
 PT0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ952593(NAD 83)
 PT0072
 PT0072                          SUPERSEDED SURVEY CONTROL
 PT0072
 PT0072  NGVD 29 (??/??/92)  559.406  (m)         1835.32   (f) ADJ UNCH    2 0
 PT0072
 PT0072.Superseded values are not recommended for survey control.
 PT0072
 PT0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0072.See file dsdata.pdf to determine how the superseded data were derived.
 PT0072
 PT0072_MARKER: DB = BENCH MARK DISK
 PT0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0072_STAMPING: Z 313 1946
 PT0072_MARK LOGO: CGS
 PT0072_PROJECTION: PROJECTING 8 CENTIMETERS
 PT0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0072+STABILITY: SURFACE MOTION
 PT0072
 PT0072  HISTORY     - Date     Condition        Report By
 PT0072  HISTORY     - 1946     MONUMENTED       CGS
 PT0072  HISTORY     - 1964     GOOD             USGS
 PT0072
 PT0072                          STATION DESCRIPTION
 PT0072
 PT0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0072'16.5 MI WSW FROM AGAR.
 PT0072'16.5 MILES WEST SOUTHWEST TO REACH THE MARK FROM AGAR GO 12.3
 PT0072'MILES WEST ALONG A GRAVEL ROAD, THENCE SOUTH FOR 4 MILES TO A
 PT0072'SECTION LINE, 67.3 FEET EAST AND ACROSS THE ROAD FROM A TELEPHONE
 PT0072'POLE, 32.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1
 PT0072'FOOT LOWER, 32.3 FEET SOUTH OF A WIRE GAP IN FENCE, 4.5 FEET SOUTH
 PT0072'OF A FENCE CORNER, 2 FEET EAST OF A RIGHT-OF-WAY FENCE, 1.7 FEET
 PT0072'SOUTH OF A WHITE 4/4 MARKER POST, AND PROJECTING 3 INCHES ABOVE
 PT0072'THE GROUND.  NEAR COR SECS. 22, 23, 26 AND 27, T. 115 N., R. 79 W.
 PT0072'A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 PT0072
 PT0072                          STATION RECOVERY (1964)
 PT0072
 PT0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0011 ***********************************************************************
 PT0011  DESIGNATION -  Z 314
 PT0011  PID         -  PT0011
 PT0011  STATE/COUNTY-  SD/SULLY
 PT0011  COUNTRY     -  US
 PT0011  USGS QUAD   -  AGAR (2017)
 PT0011
 PT0011                         *CURRENT SURVEY CONTROL
 PT0011  ______________________________________________________________________
 PT0011* NAD 83(1986) POSITION- 44 46 43.     (N) 100 03 35.     (W)   SCALED
 PT0011* NAVD 88 ORTHO HEIGHT -   567.101 (meters)     1860.56  (feet) ADJUSTED
 PT0011  ______________________________________________________________________
 PT0011  GEOID HEIGHT    -        -22.902 (meters)                     GEOID18
 PT0011  DYNAMIC HEIGHT  -        567.002 (meters)     1860.24  (feet) COMP
 PT0011  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 PT0011
 PT0011  VERT ORDER      -  SECOND    CLASS 0
 PT0011
 PT0011.The horizontal coordinates were scaled from a map and have
 PT0011.an estimated accuracy of +/- 6 seconds.
 PT0011
 PT0011.The orthometric height was determined by differential leveling and
 PT0011.adjusted by the NATIONAL GEODETIC SURVEY
 PT0011.in June 1991.
 PT0011
 PT0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0011.GEOID18 height accuracy estimate available here.
 PT0011
 PT0011.Click photographs - Photos may exist for this station.
 PT0011
 PT0011.The dynamic height is computed by dividing the NAVD 88
 PT0011.geopotential number by the normal gravity value computed on the
 PT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0011.degrees latitude (g = 980.6199 gals.).
 PT0011
 PT0011.The modeled gravity was interpolated from observed gravity values.
 PT0011
 PT0011;                    North         East    Units  Estimated Accuracy
 PT0011;SPC SD N     -   105,040.      595,270.      MT  (+/- 180 meters Scaled)
 PT0011
 PT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ161589(NAD 83)
 PT0011
 PT0011                          SUPERSEDED SURVEY CONTROL
 PT0011
 PT0011  NGVD 29 (??/??/92)  566.746  (m)         1859.40   (f) ADJ UNCH    2 0
 PT0011
 PT0011.Superseded values are not recommended for survey control.
 PT0011
 PT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0011.See file dsdata.pdf to determine how the superseded data were derived.
 PT0011
 PT0011_MARKER: DB = BENCH MARK DISK
 PT0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PT0011_SP_SET: CULVERT HEADWALL
 PT0011_STAMPING: Z 314 1946
 PT0011_MARK LOGO: CGS
 PT0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0011+STABILITY: SURFACE MOTION
 PT0011
 PT0011  HISTORY     - Date     Condition        Report By
 PT0011  HISTORY     - 1946     MONUMENTED       CGS
 PT0011  HISTORY     - 1964     MARK NOT FOUND   USGS
 PT0011
 PT0011                          STATION DESCRIPTION
 PT0011
 PT0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 PT0011'3.8 MI S FROM AGAR.
 PT0011'3.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PT0011'FROM THE STATION AT AGAR, SULLY COUNTY, ABOUT 91 YARDS SOUTH
 PT0011'OF A ROAD CROSSING, 75 FEET EAST OF THE CENTER LINE OF THE
 PT0011'TRACK, ABOUT 30 YARDS SOUTHEAST OF A POLE, AT A CONCRETE
 PT0011'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL,
 PT0011'12 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, ABOUT
 PT0011'5 FEET LOWER THAN THE TRACK, AND ABOUT LEVEL WITH THE ROAD.
 PT0011'A STANDARD DISK, STAMPED Z 314 1946.
 PT0011
 PT0011                          STATION RECOVERY (1964)
 PT0011
 PT0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PT0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0138 ***********************************************************************
 OR0138  DESIGNATION -  Z 315
 OR0138  PID         -  OR0138
 OR0138  STATE/COUNTY-  SD/GREGORY
 OR0138  COUNTRY     -  US
 OR0138  USGS QUAD   -  BONESTEEL (2017)
 OR0138
 OR0138                         *CURRENT SURVEY CONTROL
 OR0138  ______________________________________________________________________
 OR0138* NAD 83(1986) POSITION- 43 04 06.     (N) 098 54 09.     (W)   SCALED
 OR0138* NAVD 88 ORTHO HEIGHT -   577.800 (meters)     1895.67  (feet) ADJUSTED
 OR0138  ______________________________________________________________________
 OR0138  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 OR0138  DYNAMIC HEIGHT  -        577.588 (meters)     1894.97  (feet) COMP
 OR0138  MODELED GRAVITY -    980,236.3   (mgal)                       NAVD 88
 OR0138
 OR0138  VERT ORDER      -  FIRST     CLASS II
 OR0138
 OR0138.The horizontal coordinates were scaled from a map and have
 OR0138.an estimated accuracy of +/- 6 seconds.
 OR0138
 OR0138.The orthometric height was determined by differential leveling and
 OR0138.adjusted by the NATIONAL GEODETIC SURVEY
 OR0138.in June 1991.
 OR0138
 OR0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0138.GEOID18 height accuracy estimate available here.
 OR0138
 OR0138.Click photographs - Photos may exist for this station.
 OR0138
 OR0138.The dynamic height is computed by dividing the NAVD 88
 OR0138.geopotential number by the normal gravity value computed on the
 OR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0138.degrees latitude (g = 980.6199 gals.).
 OR0138
 OR0138.The modeled gravity was interpolated from observed gravity values.
 OR0138
 OR0138;                    North         East    Units  Estimated Accuracy
 OR0138;SPC SD S     -    82,660.      716,530.      MT  (+/- 180 meters Scaled)
 OR0138
 OR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN079684(NAD 83)
 OR0138
 OR0138                          SUPERSEDED SURVEY CONTROL
 OR0138
 OR0138  NGVD 29 (??/??/92)  577.478  (m)         1894.61   (f) ADJ UNCH    1 2
 OR0138
 OR0138.Superseded values are not recommended for survey control.
 OR0138
 OR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0138.See file dsdata.pdf to determine how the superseded data were derived.
 OR0138
 OR0138_MARKER: DB = BENCH MARK DISK
 OR0138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OR0138_SP_SET: CULVERT HEADWALL
 OR0138_STAMPING: Z 315 1946
 OR0138_MARK LOGO: CGS
 OR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0138+STABILITY: SURFACE MOTION
 OR0138
 OR0138  HISTORY     - Date     Condition        Report By
 OR0138  HISTORY     - 1946     MONUMENTED       CGS
 OR0138  HISTORY     - 1949     GOOD             CGS
 OR0138  HISTORY     - 20130115 MARK NOT FOUND   INDIV
 OR0138
 OR0138                          STATION DESCRIPTION
 OR0138
 OR0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OR0138'3 MI N FROM FAIRFAX.
 OR0138'3.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM FAIRFAX, GREGORY
 OR0138'COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 18, AT THE NORTH END OF
 OR0138'THE TRIANGLE FORMED BY THE JUNCTION, AT A CONCRETE CULVERT, IN
 OR0138'THE TOP OF THE NORTH END OF THE EAST HEAD WALL, AND 17 FEET
 OR0138'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OR0138'Z 315 1946.
 OR0138
 OR0138                          STATION RECOVERY (1949)
 OR0138
 OR0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0138'RECOVERED IN GOOD CONDITION.
 OR0138
 OR0138                          STATION RECOVERY (2013)
 OR0138
 OR0138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OR0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1467 ***********************************************************************
 NM1467  DESIGNATION -  Z 316
 NM1467  PID         -  NM1467
 NM1467  STATE/COUNTY-  SD/BON HOMME
 NM1467  COUNTRY     -  US
 NM1467  USGS QUAD   -  TYNDALL (2017)
 NM1467
 NM1467                         *CURRENT SURVEY CONTROL
 NM1467  ______________________________________________________________________
 NM1467* NAD 83(1986) POSITION- 42 53 37.47   (N) 097 49 57.92   (W)   HD_HELD1
 NM1467* NAVD 88 ORTHO HEIGHT -   400.218 (meters)     1313.05  (feet) ADJUSTED
 NM1467  ______________________________________________________________________
 NM1467  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 NM1467  DYNAMIC HEIGHT  -        400.089 (meters)     1312.63  (feet) COMP
 NM1467  MODELED GRAVITY -    980,285.7   (mgal)                       NAVD 88
 NM1467
 NM1467  VERT ORDER      -  SECOND    CLASS 0
 NM1467
 NM1467.The horizontal coordinates were determined by differentially corrected
 NM1467.hand held GPS observations or other comparable positioning techniques
 NM1467.and have an estimated accuracy of +/- 3 meters.
 NM1467
 NM1467.The orthometric height was determined by differential leveling and
 NM1467.adjusted by the NATIONAL GEODETIC SURVEY
 NM1467.in June 1991.
 NM1467
 NM1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1467.GEOID18 height accuracy estimate available here.
 NM1467
 NM1467.Click photographs - Photos may exist for this station.
 NM1467
 NM1467.The dynamic height is computed by dividing the NAVD 88
 NM1467.geopotential number by the normal gravity value computed on the
 NM1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1467.degrees latitude (g = 980.6199 gals.).
 NM1467
 NM1467.The modeled gravity was interpolated from observed gravity values.
 NM1467
 NM1467;                    North         East    Units  Estimated Accuracy
 NM1467;SPC SD S     -    65,331.5     804,216.9     MT  (+/- 3 meters HH1 GPS) 
 NM1467
 NM1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9530449675(NAD 83)
 NM1467
 NM1467                          SUPERSEDED SURVEY CONTROL
 NM1467
 NM1467  NGVD 29 (??/??/92)  399.996  (m)         1312.32   (f) ADJ UNCH    2 0
 NM1467
 NM1467.Superseded values are not recommended for survey control.
 NM1467
 NM1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1467.See file dsdata.pdf to determine how the superseded data were derived.
 NM1467
 NM1467_MARKER: DB = BENCH MARK DISK
 NM1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1467_STAMPING: Z 316 1946
 NM1467_MARK LOGO: CGS
 NM1467_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1467+STABILITY: SURFACE MOTION
 NM1467
 NM1467  HISTORY     - Date     Condition        Report By
 NM1467  HISTORY     - 1946     MONUMENTED       CGS
 NM1467  HISTORY     - 1974     POOR             USGS
 NM1467
 NM1467                          STATION DESCRIPTION
 NM1467
 NM1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1467'6 MI NE FROM SPRINGFIELD.
 NM1467'TO REACH FROM THE POST OFFICE AT SPRINGFIELD GO NORTH 3.0 MILES
 NM1467'ALONG STATE HIGHWAY NO. 37, THENCE EAST 3.0 MILES ALONG A
 NM1467'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT A T INTERSECTION,
 NM1467'31.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NM1467'GRAVELED ROAD, 19.0 FEET WEST OF THE EXTENDED CENTER LINE OF A
 NM1467'DIRT ROAD LEADING NORTH, 1.0 FOOT NORTH OF A FENCE CORNER AND
 NM1467'1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NM1467'Z 316 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 NM1467'INCHES ABOVE GROUND.
 NM1467
 NM1467                          STATION RECOVERY (1974)
 NM1467
 NM1467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1467'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0125 ***********************************************************************
 OS0125  DESIGNATION -  Z 320
 OS0125  PID         -  OS0125
 OS0125  STATE/COUNTY-  SD/TODD
 OS0125  COUNTRY     -  US
 OS0125  USGS QUAD   -  HIDDEN TIMBER SE (2017)
 OS0125
 OS0125                         *CURRENT SURVEY CONTROL
 OS0125  ______________________________________________________________________
 OS0125* NAD 83(1986) POSITION- 43 06 13.     (N) 100 16 38.     (W)   SCALED
 OS0125* NAVD 88 ORTHO HEIGHT -   754.383 (meters)     2475.00  (feet) ADJUSTED
 OS0125  ______________________________________________________________________
 OS0125  GEOID HEIGHT    -        -23.420 (meters)                     GEOID18
 OS0125  DYNAMIC HEIGHT  -        754.088 (meters)     2474.04  (feet) COMP
 OS0125  MODELED GRAVITY -    980,204.1   (mgal)                       NAVD 88
 OS0125
 OS0125  VERT ORDER      -  SECOND    CLASS 0
 OS0125
 OS0125.The horizontal coordinates were scaled from a map and have
 OS0125.an estimated accuracy of +/- 6 seconds.
 OS0125
 OS0125.The orthometric height was determined by differential leveling and
 OS0125.adjusted by the NATIONAL GEODETIC SURVEY
 OS0125.in June 1991.
 OS0125
 OS0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0125.GEOID18 height accuracy estimate available here.
 OS0125
 OS0125.Click photographs - Photos may exist for this station.
 OS0125
 OS0125.The dynamic height is computed by dividing the NAVD 88
 OS0125.geopotential number by the normal gravity value computed on the
 OS0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0125.degrees latitude (g = 980.6199 gals.).
 OS0125
 OS0125.The modeled gravity was interpolated from observed gravity values.
 OS0125
 OS0125;                    North         East    Units  Estimated Accuracy
 OS0125;SPC SD S     -    85,570.      604,570.      MT  (+/- 180 meters Scaled)
 OS0125
 OS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN960731(NAD 83)
 OS0125
 OS0125                          SUPERSEDED SURVEY CONTROL
 OS0125
 OS0125  NGVD 29 (??/??/92)  754.052  (m)         2473.92   (f) ADJ UNCH    2 0
 OS0125
 OS0125.Superseded values are not recommended for survey control.
 OS0125
 OS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0125.See file dsdata.pdf to determine how the superseded data were derived.
 OS0125
 OS0125_MARKER: DB = BENCH MARK DISK
 OS0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0125_STAMPING: Z 320 1946
 OS0125_MARK LOGO: CGS
 OS0125_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0125+STABILITY: SURFACE MOTION
 OS0125
 OS0125  HISTORY     - Date     Condition        Report By
 OS0125  HISTORY     - 1946     MONUMENTED       CGS
 OS0125  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0125
 OS0125                          STATION DESCRIPTION
 OS0125
 OS0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0125'7.6 MI W FROM KEYAPAHA.
 OS0125'ABOUT 7.6 MILES ALONG A DIRT ROAD LEADING WEST FROM THE POST
 OS0125'OFFICE AT KEYAPAHA, AND AT THE JUNCTION WITH A DIRT ROAD LEADING
 OS0125'NORTH, 47 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 OS0125'34 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 OS0125'EAST-WEST ROAD, 9 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER, 1
 OS0125'FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED
 OS0125'Z 320 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 OS0125'INCHES ABOVE THE GROUND.
 OS0125
 OS0125                          STATION RECOVERY (1977)
 OS0125
 OS0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0087 ***********************************************************************
 OS0087  DESIGNATION -  Z 321
 OS0087  PID         -  OS0087
 OS0087  STATE/COUNTY-  SD/TRIPP
 OS0087  COUNTRY     -  US
 OS0087  USGS QUAD   -  KEYAPAHA NW (2017)
 OS0087
 OS0087                         *CURRENT SURVEY CONTROL
 OS0087  ______________________________________________________________________
 OS0087* NAD 83(1986) POSITION- 43 14 30.     (N) 100 11 11.     (W)   SCALED
 OS0087* NAVD 88 ORTHO HEIGHT -   755.987 (meters)     2480.27  (feet) ADJUSTED
 OS0087  ______________________________________________________________________
 OS0087  GEOID HEIGHT    -        -24.141 (meters)                     GEOID18
 OS0087  DYNAMIC HEIGHT  -        755.701 (meters)     2479.33  (feet) COMP
 OS0087  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 OS0087
 OS0087  VERT ORDER      -  SECOND    CLASS 0
 OS0087
 OS0087.The horizontal coordinates were scaled from a map and have
 OS0087.an estimated accuracy of +/- 6 seconds.
 OS0087
 OS0087.The orthometric height was determined by differential leveling and
 OS0087.adjusted by the NATIONAL GEODETIC SURVEY
 OS0087.in June 1991.
 OS0087
 OS0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0087.GEOID18 height accuracy estimate available here.
 OS0087
 OS0087.Click photographs - Photos may exist for this station.
 OS0087
 OS0087.The dynamic height is computed by dividing the NAVD 88
 OS0087.geopotential number by the normal gravity value computed on the
 OS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0087.degrees latitude (g = 980.6199 gals.).
 OS0087
 OS0087.The modeled gravity was interpolated from observed gravity values.
 OS0087
 OS0087;                    North         East    Units  Estimated Accuracy
 OS0087;SPC SD S     -   100,920.      611,930.      MT  (+/- 180 meters Scaled)
 OS0087
 OS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN036883(NAD 83)
 OS0087
 OS0087                          SUPERSEDED SURVEY CONTROL
 OS0087
 OS0087  NGVD 29 (??/??/92)  755.633  (m)         2479.11   (f) ADJ UNCH    2 0
 OS0087
 OS0087.Superseded values are not recommended for survey control.
 OS0087
 OS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0087.See file dsdata.pdf to determine how the superseded data were derived.
 OS0087
 OS0087_MARKER: DB = BENCH MARK DISK
 OS0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0087_STAMPING: Z 321 1946
 OS0087_MARK LOGO: CGS
 OS0087_PROJECTION: PROJECTING 10 CENTIMETERS
 OS0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0087+STABILITY: SURFACE MOTION
 OS0087
 OS0087  HISTORY     - Date     Condition        Report By
 OS0087  HISTORY     - 1946     MONUMENTED       CGS
 OS0087  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0087
 OS0087                          STATION DESCRIPTION
 OS0087
 OS0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0087'11 MI SE FROM CARTER.
 OS0087'ABOUT 5.0 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE
 OS0087'INTERSECTION OF THE SECTION LINE ROAD AND U.S. HIGHWAY NO. 18
 OS0087'AT CARTER, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 5.0
 OS0087'MILES SOUTH ALONG A DIRT ROAD, AND AT A ROAD INTERSECTION, 110 FEET
 OS0087'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 40 FEET NORTH
 OS0087'OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE EAST-WEST
 OS0087'ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 OS0087'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED Z 321 1946 AND
 OS0087'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 OS0087'THE GROUND.
 OS0087
 OS0087                          STATION RECOVERY (1977)
 OS0087
 OS0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0116 ***********************************************************************
 OS0116  DESIGNATION -  Z 322
 OS0116  PID         -  OS0116
 OS0116  STATE/COUNTY-  SD/TRIPP
 OS0116  COUNTRY     -  US
 OS0116  USGS QUAD   -  KEYAPAHA SE (2017)
 OS0116
 OS0116                         *CURRENT SURVEY CONTROL
 OS0116  ______________________________________________________________________
 OS0116* NAD 83(1986) POSITION- 43 03 11.     (N) 100 02 52.     (W)   SCALED
 OS0116* NAVD 88 ORTHO HEIGHT -   713.231 (meters)     2339.99  (feet) ADJUSTED
 OS0116  ______________________________________________________________________
 OS0116  GEOID HEIGHT    -        -23.744 (meters)                     GEOID18
 OS0116  DYNAMIC HEIGHT  -        712.955 (meters)     2339.09  (feet) COMP
 OS0116  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 OS0116
 OS0116  VERT ORDER      -  SECOND    CLASS 0
 OS0116
 OS0116.The horizontal coordinates were scaled from a map and have
 OS0116.an estimated accuracy of +/- 6 seconds.
 OS0116
 OS0116.The orthometric height was determined by differential leveling and
 OS0116.adjusted by the NATIONAL GEODETIC SURVEY
 OS0116.in June 1991.
 OS0116
 OS0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0116.GEOID18 height accuracy estimate available here.
 OS0116
 OS0116.Click photographs - Photos may exist for this station.
 OS0116
 OS0116.The dynamic height is computed by dividing the NAVD 88
 OS0116.geopotential number by the normal gravity value computed on the
 OS0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0116.degrees latitude (g = 980.6199 gals.).
 OS0116
 OS0116.The modeled gravity was interpolated from observed gravity values.
 OS0116
 OS0116;                    North         East    Units  Estimated Accuracy
 OS0116;SPC SD S     -    80,000.      623,260.      MT  (+/- 180 meters Scaled)
 OS0116
 OS0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN146672(NAD 83)
 OS0116
 OS0116                          SUPERSEDED SURVEY CONTROL
 OS0116
 OS0116  NGVD 29 (??/??/92)  712.907  (m)         2338.93   (f) ADJ UNCH    2 0
 OS0116
 OS0116.Superseded values are not recommended for survey control.
 OS0116
 OS0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0116.See file dsdata.pdf to determine how the superseded data were derived.
 OS0116
 OS0116_MARKER: DB = BENCH MARK DISK
 OS0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0116_STAMPING: Z 322 1946
 OS0116_MARK LOGO: CGS
 OS0116_PROJECTION: PROJECTING 13 CENTIMETERS
 OS0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0116+STABILITY: SURFACE MOTION
 OS0116
 OS0116  HISTORY     - Date     Condition        Report By
 OS0116  HISTORY     - 1946     MONUMENTED       CGS
 OS0116  HISTORY     - 1977     MARK NOT FOUND   USGS
 OS0116
 OS0116                          STATION DESCRIPTION
 OS0116
 OS0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OS0116'8.5 MI SE FROM KEYAPAHA.
 OS0116'ABOUT 1.5 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OS0116'KEYAPAHA, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 3.0
 OS0116'MILES EAST ALONG A DIRT ROAD, AND AT THE INTERSECTION WITH A
 OS0116'NORTH-SOUTH DIRT ROAD, 100 FEET EAST OF THE CENTER LINE OF THE
 OS0116'NORTH-SOUTH ROAD, 31 FEET NORTH OF AND ABOUT LEVEL WITH THE
 OS0116'CENTER LINE OF THE EAST-WEST ROAD, 2 FEET NORTH OF A TELEPHONE
 OS0116'POLE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5
 OS0116'INCHES ABOVE THE GROUND.  STAMPED Z 322 1946.
 OS0116
 OS0116                          STATION RECOVERY (1977)
 OS0116
 OS0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OS0116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0836 ***********************************************************************
 NM0836  DESIGNATION -  Z 323
 NM0836  PID         -  NM0836
 NM0836  STATE/COUNTY-  SD/UNION
 NM0836  COUNTRY     -  US
 NM0836  USGS QUAD   -  ELK POINT (2017)
 NM0836
 NM0836                         *CURRENT SURVEY CONTROL
 NM0836  ______________________________________________________________________
 NM0836* NAD 83(1986) POSITION- 42 39 27.     (N) 096 38 12.     (W)   SCALED
 NM0836* NAVD 88 ORTHO HEIGHT -   341.518 (meters)     1120.46  (feet) ADJUSTED
 NM0836  ______________________________________________________________________
 NM0836  GEOID HEIGHT    -        -25.702 (meters)                     GEOID18
 NM0836  DYNAMIC HEIGHT  -        341.417 (meters)     1120.13  (feet) COMP
 NM0836  MODELED GRAVITY -    980,314.1   (mgal)                       NAVD 88
 NM0836
 NM0836  VERT ORDER      -  FIRST     CLASS II
 NM0836
 NM0836.The horizontal coordinates were scaled from a map and have
 NM0836.an estimated accuracy of +/- 6 seconds.
 NM0836
 NM0836.The orthometric height was determined by differential leveling and
 NM0836.adjusted by the NATIONAL GEODETIC SURVEY
 NM0836.in June 1991.
 NM0836
 NM0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0836.GEOID18 height accuracy estimate available here.
 NM0836
 NM0836.Click photographs - Photos may exist for this station.
 NM0836
 NM0836.The dynamic height is computed by dividing the NAVD 88
 NM0836.geopotential number by the normal gravity value computed on the
 NM0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0836.degrees latitude (g = 980.6199 gals.).
 NM0836
 NM0836.The modeled gravity was interpolated from observed gravity values.
 NM0836
 NM0836;                    North         East    Units  Estimated Accuracy
 NM0836;SPC SD S     -    42,760.      903,010.      MT  (+/- 180 meters Scaled)
 NM0836
 NM0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN937254(NAD 83)
 NM0836
 NM0836                          SUPERSEDED SURVEY CONTROL
 NM0836
 NM0836  NGVD 29 (??/??/92)  341.344  (m)         1119.89   (f) ADJ UNCH    1 2
 NM0836
 NM0836.Superseded values are not recommended for survey control.
 NM0836
 NM0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0836.See file dsdata.pdf to determine how the superseded data were derived.
 NM0836
 NM0836_MARKER: DB = BENCH MARK DISK
 NM0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0836_STAMPING: Z 323 1948
 NM0836_MARK LOGO: CGS
 NM0836_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0836+STABILITY: SURFACE MOTION
 NM0836
 NM0836  HISTORY     - Date     Condition        Report By
 NM0836  HISTORY     - 1948     MONUMENTED       CGS
 NM0836  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0836
 NM0836                          STATION DESCRIPTION
 NM0836
 NM0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0836'3 MI SE FROM ELK POINT.
 NM0836'3.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0836'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, AT A PRIVATE
 NM0836'ROAD CROSSING, 19.0 FEET SOUTHEAST OF THE SECOND POLE NORTHWEST
 NM0836'OF MILEPOST NO. 108, 16.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 NM0836'OF THE TRACK, 15.0 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 NM0836'LEADING SOUTHWEST INTO A FIELD, 4.0 FEET NORTHWEST OF THE
 NM0836'NORTHWEST GATE POST, 1.7 FEET NORTHEAST OF THE SOUTHWEST
 NM0836'RIGHT-OF-WAY FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, ABOUT
 NM0836'2.0 FEET BELOW TRACK LEVEL, SET IN THE TOP OF A CONCRETE POST
 NM0836'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0836
 NM0836                          STATION RECOVERY (1963)
 NM0836
 NM0836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0836'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM0777 ***********************************************************************
 NM0777  DESIGNATION -  Z 324
 NM0777  PID         -  NM0777
 NM0777  STATE/COUNTY-  SD/UNION
 NM0777  COUNTRY     -  US
 NM0777  USGS QUAD   -  ELK POINT (2017)
 NM0777
 NM0777                         *CURRENT SURVEY CONTROL
 NM0777  ______________________________________________________________________
 NM0777* NAD 83(1986) POSITION- 42 38 03.     (N) 096 41 17.     (W)   SCALED
 NM0777* NAVD 88 ORTHO HEIGHT -   341.985 (meters)     1122.00  (feet) ADJUSTED
 NM0777  ______________________________________________________________________
 NM0777  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 NM0777  DYNAMIC HEIGHT  -        341.881 (meters)     1121.65  (feet) COMP
 NM0777  MODELED GRAVITY -    980,309.4   (mgal)                       NAVD 88
 NM0777
 NM0777  VERT ORDER      -  SECOND    CLASS 0
 NM0777
 NM0777.The horizontal coordinates were scaled from a map and have
 NM0777.an estimated accuracy of +/- 6 seconds.
 NM0777
 NM0777.The orthometric height was determined by differential leveling and
 NM0777.adjusted by the NATIONAL GEODETIC SURVEY
 NM0777.in June 1991.
 NM0777
 NM0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM0777.GEOID18 height accuracy estimate available here.
 NM0777
 NM0777.Click photographs - Photos may exist for this station.
 NM0777
 NM0777.The dynamic height is computed by dividing the NAVD 88
 NM0777.geopotential number by the normal gravity value computed on the
 NM0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0777.degrees latitude (g = 980.6199 gals.).
 NM0777
 NM0777.The modeled gravity was interpolated from observed gravity values.
 NM0777
 NM0777;                    North         East    Units  Estimated Accuracy
 NM0777;SPC SD S     -    39,980.      898,920.      MT  (+/- 180 meters Scaled)
 NM0777
 NM0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN895227(NAD 83)
 NM0777
 NM0777                          SUPERSEDED SURVEY CONTROL
 NM0777
 NM0777  NGVD 29 (??/??/92)  341.809  (m)         1121.42   (f) ADJ UNCH    2 0
 NM0777
 NM0777.Superseded values are not recommended for survey control.
 NM0777
 NM0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0777.See file dsdata.pdf to determine how the superseded data were derived.
 NM0777
 NM0777_MARKER: DB = BENCH MARK DISK
 NM0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0777_STAMPING: Z 324 1948
 NM0777_MARK LOGO: CGS
 NM0777_PROJECTION: PROJECTING 15 CENTIMETERS
 NM0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0777+STABILITY: SURFACE MOTION
 NM0777
 NM0777  HISTORY     - Date     Condition        Report By
 NM0777  HISTORY     - 1948     MONUMENTED       CGS
 NM0777
 NM0777                          STATION DESCRIPTION
 NM0777
 NM0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0777'5.2 MI SW FROM ELK POINT.
 NM0777'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0777'PACIFIC RAILROAD FROM THE STATION AT ELK POINT, THENCE 3.0 MILES
 NM0777'SOUTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES WEST ALONG A DIRT
 NM0777'ROAD, IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 33.0 FEET WEST
 NM0777'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29.0 FEET NORTH OF THE
 NM0777'CENTER LINE OF THE EAST-WEST ROAD, 2.0 FEET EAST OF A CORNER FENCE
 NM0777'POST, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM0777'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0160 ***********************************************************************
 OQ0160  DESIGNATION -  Z 326
 OQ0160  PID         -  OQ0160
 OQ0160  STATE/COUNTY-  SD/LINCOLN
 OQ0160  COUNTRY     -  US
 OQ0160  USGS QUAD   -  HARRISBURG (2017)
 OQ0160
 OQ0160                         *CURRENT SURVEY CONTROL
 OQ0160  ______________________________________________________________________
 OQ0160* NAD 83(1986) POSITION- 43 24 13.     (N) 096 40 50.     (W)   SCALED
 OQ0160* NAVD 88 ORTHO HEIGHT -   426.110 (meters)     1398.00  (feet) ADJUSTED
 OQ0160  ______________________________________________________________________
 OQ0160  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 OQ0160  DYNAMIC HEIGHT  -        425.995 (meters)     1397.62  (feet) COMP
 OQ0160  MODELED GRAVITY -    980,336.5   (mgal)                       NAVD 88
 OQ0160
 OQ0160  VERT ORDER      -  FIRST     CLASS II
 OQ0160
 OQ0160.The horizontal coordinates were scaled from a map and have
 OQ0160.an estimated accuracy of +/- 6 seconds.
 OQ0160
 OQ0160.The orthometric height was determined by differential leveling and
 OQ0160.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0160.in June 1991.
 OQ0160
 OQ0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0160.GEOID18 height accuracy estimate available here.
 OQ0160
 OQ0160.Click photographs - Photos may exist for this station.
 OQ0160
 OQ0160.The dynamic height is computed by dividing the NAVD 88
 OQ0160.geopotential number by the normal gravity value computed on the
 OQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0160.degrees latitude (g = 980.6199 gals.).
 OQ0160
 OQ0160.The modeled gravity was interpolated from observed gravity values.
 OQ0160
 OQ0160;                    North         East    Units  Estimated Accuracy
 OQ0160;SPC SD S     -   125,400.      895,770.      MT  (+/- 180 meters Scaled)
 OQ0160
 OQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP878082(NAD 83)
 OQ0160
 OQ0160                          SUPERSEDED SURVEY CONTROL
 OQ0160
 OQ0160  NGVD 29 (??/??/92)  425.851  (m)         1397.15   (f) ADJ UNCH    1 2
 OQ0160
 OQ0160.Superseded values are not recommended for survey control.
 OQ0160
 OQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0160.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0160
 OQ0160_MARKER: DB = BENCH MARK DISK
 OQ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0160_STAMPING: Z 326 1949
 OQ0160_MARK LOGO: CGS
 OQ0160_PROJECTION: PROJECTING 15 CENTIMETERS
 OQ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0160+STABILITY: SURFACE MOTION
 OQ0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0160+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 OQ0160
 OQ0160  HISTORY     - Date     Condition        Report By
 OQ0160  HISTORY     - 1949     MONUMENTED       CGS
 OQ0160  HISTORY     - 20110218 GOOD             INDIV
 OQ0160
 OQ0160                          STATION DESCRIPTION
 OQ0160
 OQ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0160'2.2 MI SE FROM HARRISBURG.
 OQ0160'2.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0160'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT HARRISBURG,
 OQ0160'AT A PRIVATE ROAD CROSSING, 0.1 MILE NORTHWEST OF AN EAST-WEST
 OQ0160'ROAD, 46.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 22.0 FEET
 OQ0160'SOUTHEAST OF THE CENTER OF AN IRON FRAME GATE, 1.2 FEET SOUTHWEST
 OQ0160'OF A RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHEAST OF A REFERENCE POST,
 OQ0160'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OQ0160'THE GROUND.
 OQ0160
 OQ0160                          STATION RECOVERY (2011)
 OQ0160
 OQ0160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0241 ***********************************************************************
 PR0241  DESIGNATION -  Z 329
 PR0241  PID         -  PR0241
 PR0241  STATE/COUNTY-  SD/BROOKINGS
 PR0241  COUNTRY     -  US
 PR0241  USGS QUAD   -  BRUCE (2017)
 PR0241
 PR0241                         *CURRENT SURVEY CONTROL
 PR0241  ______________________________________________________________________
 PR0241* NAD 83(1986) POSITION- 44 26 31.     (N) 096 54 23.     (W)   SCALED
 PR0241* NAVD 88 ORTHO HEIGHT -   493.195 (meters)     1618.09  (feet) ADJUSTED
 PR0241  ______________________________________________________________________
 PR0241  GEOID HEIGHT    -        -25.028 (meters)                     GEOID18
 PR0241  DYNAMIC HEIGHT  -        493.115 (meters)     1617.83  (feet) COMP
 PR0241  MODELED GRAVITY -    980,438.8   (mgal)                       NAVD 88
 PR0241
 PR0241  VERT ORDER      -  SECOND    CLASS 0
 PR0241
 PR0241.The horizontal coordinates were scaled from a map and have
 PR0241.an estimated accuracy of +/- 6 seconds.
 PR0241
 PR0241.The orthometric height was determined by differential leveling and
 PR0241.adjusted by the NATIONAL GEODETIC SURVEY
 PR0241.in June 1991.
 PR0241
 PR0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0241.GEOID18 height accuracy estimate available here.
 PR0241
 PR0241.Click photographs - Photos may exist for this station.
 PR0241
 PR0241.The dynamic height is computed by dividing the NAVD 88
 PR0241.geopotential number by the normal gravity value computed on the
 PR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0241.degrees latitude (g = 980.6199 gals.).
 PR0241
 PR0241.The modeled gravity was interpolated from observed gravity values.
 PR0241
 PR0241;                    North         East    Units  Estimated Accuracy
 PR0241;SPC SD N     -    72,340.      846,220.      MT  (+/- 180 meters Scaled)
 PR0241
 PR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ666230(NAD 83)
 PR0241
 PR0241                          SUPERSEDED SURVEY CONTROL
 PR0241
 PR0241  NGVD 29 (??/??/92)  492.930  (m)         1617.22   (f) ADJ UNCH    2 0
 PR0241
 PR0241.Superseded values are not recommended for survey control.
 PR0241
 PR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0241.See file dsdata.pdf to determine how the superseded data were derived.
 PR0241
 PR0241_MARKER: DB = BENCH MARK DISK
 PR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0241_STAMPING: Z 329 1949
 PR0241_MARK LOGO: CGS
 PR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0241+STABILITY: SURFACE MOTION
 PR0241
 PR0241  HISTORY     - Date     Condition        Report By
 PR0241  HISTORY     - 1949     MONUMENTED       CGS
 PR0241
 PR0241                          STATION DESCRIPTION
 PR0241
 PR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0241'0.7 MI W FROM BRUCE.
 PR0241'0.7 MILE WEST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 PR0241'BRUCE, 148.4 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTH
 PR0241'GUARD RAIL OF THE SECOND CONCRETE BRIDGE FROM THE WEST END OF A
 PR0241'SERIES OF FOUR BRIDGES, 65.0 FEET SOUTH OF THE CENTER LINE
 PR0241'OF THE ROAD, 14.0 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD
 PR0241'ENTRANCE, 3.7 FEET WEST OF A T FENCE CORNER WHICH IS AT THE
 PR0241'WEST END OF AN OFFSET IN AN EAST-WEST FENCE LINE, 1.5 FEET
 PR0241'EAST OF A REFERENCE POST, 1.4 FEET NORTH OF A FENCE, AND SET
 PR0241'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 PR0241'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0284 ***********************************************************************
 OQ0284  DESIGNATION -  Z 330
 OQ0284  PID         -  OQ0284
 OQ0284  STATE/COUNTY-  SD/MINNEHAHA
 OQ0284  COUNTRY     -  US
 OQ0284  USGS QUAD   -  SIOUX FALLS EAST (2017)
 OQ0284
 OQ0284                         *CURRENT SURVEY CONTROL
 OQ0284  ______________________________________________________________________
 OQ0284* NAD 83(1986) POSITION- 43 35 00.84   (N) 096 39 49.08   (W)   HD_HELD1
 OQ0284* NAVD 88 ORTHO HEIGHT -   407.170 (meters)     1335.86  (feet) ADJUSTED
 OQ0284  ______________________________________________________________________
 OQ0284  GEOID HEIGHT    -        -26.347 (meters)                     GEOID18
 OQ0284  DYNAMIC HEIGHT  -        407.066 (meters)     1335.52  (feet) COMP
 OQ0284  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 OQ0284
 OQ0284  VERT ORDER      -  FIRST     CLASS II
 OQ0284
 OQ0284.The horizontal coordinates were determined by differentially corrected
 OQ0284.hand held GPS observations or other comparable positioning techniques
 OQ0284.and have an estimated accuracy of +/- 3 meters.
 OQ0284
 OQ0284.The orthometric height was determined by differential leveling and
 OQ0284.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0284.in June 1991.
 OQ0284
 OQ0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0284.GEOID18 height accuracy estimate available here.
 OQ0284
 OQ0284.Click photographs - Photos may exist for this station.
 OQ0284
 OQ0284.The dynamic height is computed by dividing the NAVD 88
 OQ0284.geopotential number by the normal gravity value computed on the
 OQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0284.degrees latitude (g = 980.6199 gals.).
 OQ0284
 OQ0284.The modeled gravity was interpolated from observed gravity values.
 OQ0284
 OQ0284;                    North         East    Units  Estimated Accuracy
 OQ0284;SPC SD S     -   145,435.8     896,259.5     MT  (+/- 3 meters HH1 GPS) 
 OQ0284
 OQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP8862328274(NAD 83)
 OQ0284
 OQ0284                          SUPERSEDED SURVEY CONTROL
 OQ0284
 OQ0284  NGVD 29 (??/??/92)  406.897  (m)         1334.96   (f) ADJ UNCH    1 2
 OQ0284
 OQ0284.Superseded values are not recommended for survey control.
 OQ0284
 OQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0284.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0284
 OQ0284_MARKER: DB = BENCH MARK DISK
 OQ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0284_STAMPING: Z 330 1949
 OQ0284_MARK LOGO: CGS
 OQ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0284+STABILITY: SURFACE MOTION
 OQ0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0284+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2010
 OQ0284
 OQ0284  HISTORY     - Date     Condition        Report By
 OQ0284  HISTORY     - 1949     MONUMENTED       CGS
 OQ0284  HISTORY     - 20090316 GOOD             GEOCAC
 OQ0284  HISTORY     - 20100423 GOOD             INDIV
 OQ0284
 OQ0284                          STATION DESCRIPTION
 OQ0284
 OQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0284'4.2 MI NE FROM SIOUX FALLS.
 OQ0284'4.2 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0284'AND OMAHA RAILWAY FROM THE STATION AT SIOUX FALLS, AT A PRIVATE
 OQ0284'ROAD CROSSING, 310 YARDS (PACED) NORTHEAST OF THE GREAT NORTHERN
 OQ0284'RAILWAY CROSSING, 1 1/2 POLES NORTHEAST OF MILEPOST 54/10, 58.0
 OQ0284'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 46.4 FEET
 OQ0284'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 15.4 FEET NORTHEAST
 OQ0284'OF A TELEGRAPH POLE, 1.7 FEET NORTHEAST OF A REFERENCE POST, 1.0
 OQ0284'FOOT NORTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 OQ0284'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OQ0284
 OQ0284                          STATION RECOVERY (2009)
 OQ0284
 OQ0284'RECOVERY NOTE BY GEOCACHING 2009 (MBK)
 OQ0284'MARK IS IN GOOD CONDITION.
 OQ0284
 OQ0284                          STATION RECOVERY (2010)
 OQ0284
 OQ0284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JHC)
 OQ0284'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0284 ***********************************************************************
 PT0284  DESIGNATION -  Z 331 RESET
 PT0284  PID         -  PT0284
 PT0284  STATE/COUNTY-  SD/STANLEY
 PT0284  COUNTRY     -  US
 PT0284  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 PT0284
 PT0284                         *CURRENT SURVEY CONTROL
 PT0284  ______________________________________________________________________
 PT0284* NAD 83(1986) POSITION- 44 26 14.     (N) 100 34 58.     (W)   SCALED
 PT0284* NAVD 88 ORTHO HEIGHT -   563.86  (meters)     1849.9   (feet) RESET
 PT0284  ______________________________________________________________________
 PT0284  GEOID HEIGHT    -        -23.015 (meters)                     GEOID18
 PT0284  VERT ORDER      -  THIRD
 PT0284
 PT0284.The horizontal coordinates were scaled from a map and have
 PT0284.an estimated accuracy of +/- 6 seconds.
 PT0284
 PT0284.The orthometric height was computed from unverified reset data.
 PT0284
 PT0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0284.GEOID18 height accuracy estimate available here.
 PT0284
 PT0284.Click photographs - Photos may exist for this station.
 PT0284
 PT0284;                    North         East    Units  Estimated Accuracy
 PT0284;SPC SD S     -   233,770.      580,140.      MT  (+/- 180 meters Scaled)
 PT0284
 PT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ740216(NAD 83)
 PT0284
 PT0284                          SUPERSEDED SURVEY CONTROL
 PT0284
 PT0284.No superseded survey control is available for this station.
 PT0284
 PT0284_MARKER: DB = BENCH MARK DISK
 PT0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0284_STAMPING: Z 331 RESET 1970
 PT0284_MARK LOGO: CGS
 PT0284_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0284+STABILITY: SURFACE MOTION
 PT0284
 PT0284  HISTORY     - Date     Condition        Report By
 PT0284  HISTORY     - 1970     MONUMENTED       NGS
 PT0284
 PT0284                          STATION DESCRIPTION
 PT0284
 PT0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PT0284'13 MI NW FROM FORT PIERRE.
 PT0284'0.9 MILE WESTERLY FROM THE POST OFFICE AND FEDERAL BUILDING IN
 PT0284'PIERRE ALONG U.S. HIGHWAY 14 AND STATE HIGHWAY 34 TO THE CENTER
 PT0284'OF THE BRIDGE OVER THE MISSOURI RIVER, CONTINUE WESTERLY ON
 PT0284'HIGHWAYS 14 AND 34 FOR 6.75 MILES TO A SIDE ROAD RIGHT AND SIGN,
 PT0284'MISSION RIDGE, TURN RIGHT AND GO NORTH AND WEST ON GRAVELED
 PT0284'ROAD FOR 4.25 MILES TO THE JUNCTION WITH ROAD LEADING FROM OAHE
 PT0284'DAM, BEAR LEFT AND GO 2.65 MILES TO THE MARK ON THE LEFT AT A
 PT0284'RANCH ROAD LEADING SOUTH.  IT IS 101 FEET SOUTH OF THE CENTER
 PT0284'OF ROAD, 26 FEET SOUTH OF R.O.W. FENCE LINE, 1 FOOT WEST OF A
 PT0284'NORTH-SOUTH FENCE LINE, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 PT0284'ABOUT 0.5 MILE SOUTH OF THE LAKE, 0.4 MILE EAST OF DRIVEWAY
 PT0284'TO RANCH HOUSE ON SOUTH SIDE OF ROAD, SET IN A ROUND CONCRETE
 PT0284'MONUMENT WHICH PROJECTS 4-INCHES.  THE MARK IS ON PROPERTY OF
 PT0284'MR. EARL SONNENSCHION, PIERRE, SOUTH DAKOTA.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0028 ***********************************************************************
 QS0028  DESIGNATION -  Z 332
 QS0028  PID         -  QS0028
 QS0028  STATE/COUNTY-  SD/CAMPBELL
 QS0028  COUNTRY     -  US
 QS0028  USGS QUAD   -  POLLOCK (2017)
 QS0028
 QS0028                         *CURRENT SURVEY CONTROL
 QS0028  ______________________________________________________________________
 QS0028* NAD 83(1986) POSITION- 45 54 50.     (N) 100 20 08.     (W)   SCALED
 QS0028* NAVD 88 ORTHO HEIGHT -   503.462 (meters)     1651.77  (feet) ADJUSTED
 QS0028  ______________________________________________________________________
 QS0028  GEOID HEIGHT    -        -21.825 (meters)                     GEOID18
 QS0028  DYNAMIC HEIGHT  -        503.435 (meters)     1651.69  (feet) COMP
 QS0028  MODELED GRAVITY -    980,546.4   (mgal)                       NAVD 88
 QS0028
 QS0028  VERT ORDER      -  FIRST     CLASS II
 QS0028
 QS0028.The horizontal coordinates were scaled from a map and have
 QS0028.an estimated accuracy of +/- 6 seconds.
 QS0028
 QS0028.The orthometric height was determined by differential leveling and
 QS0028.adjusted by the NATIONAL GEODETIC SURVEY
 QS0028.in June 1991.
 QS0028
 QS0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0028.GEOID18 height accuracy estimate available here.
 QS0028
 QS0028.Click photographs - Photos may exist for this station.
 QS0028
 QS0028.The dynamic height is computed by dividing the NAVD 88
 QS0028.geopotential number by the normal gravity value computed on the
 QS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0028.degrees latitude (g = 980.6199 gals.).
 QS0028
 QS0028.The modeled gravity was interpolated from observed gravity values.
 QS0028
 QS0028;                    North         East    Units  Estimated Accuracy
 QS0028;SPC SD N     -   231,260.      573,970.      MT  (+/- 180 meters Scaled)
 QS0028
 QS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR964853(NAD 83)
 QS0028
 QS0028                          SUPERSEDED SURVEY CONTROL
 QS0028
 QS0028  NGVD 29 (??/??/92)  503.080  (m)         1650.52   (f) ADJ UNCH    1 2
 QS0028
 QS0028.Superseded values are not recommended for survey control.
 QS0028
 QS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0028.See file dsdata.pdf to determine how the superseded data were derived.
 QS0028
 QS0028_MARKER: DB = BENCH MARK DISK
 QS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0028_STAMPING: Z 332 1949
 QS0028_MARK LOGO: CGS
 QS0028_PROJECTION: PROJECTING 6 CENTIMETERS
 QS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0028+STABILITY: SURFACE MOTION
 QS0028
 QS0028  HISTORY     - Date     Condition        Report By
 QS0028  HISTORY     - 1949     MONUMENTED       CGS
 QS0028
 QS0028                          STATION DESCRIPTION
 QS0028
 QS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0028'2.4 MI W FROM POLLOCK.
 QS0028'2.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0028'MAIN STREET OF POLLOCK, ON THE WEST SLOPE OF A SMALL KNOLL, 42
 QS0028'FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 28 FEET EAST
 QS0028'OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH, 10 FEET EAST
 QS0028'OF THE EAST GATE POST, 2.2 FEET NORTH OF A FENCE LINE, 1.4 FEET
 QS0028'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 QS0028'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- 1964 REPORT-- THE
 QS0028'TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8 MILE SOUTH.
 QS0028'ORIGINAL SITE IS FLOODED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0563 ***********************************************************************
 QS0563  DESIGNATION -  Z 332 RESET
 QS0563  PID         -  QS0563
 QS0563  STATE/COUNTY-  SD/CAMPBELL
 QS0563  COUNTRY     -  US
 QS0563  USGS QUAD   -  POLLOCK (2017)
 QS0563
 QS0563                         *CURRENT SURVEY CONTROL
 QS0563  ______________________________________________________________________
 QS0563* NAD 83(1986) POSITION- 45 54 50.     (N) 100 20 08.     (W)   SCALED
 QS0563* NAVD 88 ORTHO HEIGHT -   503.83  (meters)     1653.0   (feet) RESET
 QS0563  ______________________________________________________________________
 QS0563  GEOID HEIGHT    -        -21.825 (meters)                     GEOID18
 QS0563  VERT ORDER      -  THIRD
 QS0563
 QS0563.The horizontal coordinates were scaled from a map and have
 QS0563.an estimated accuracy of +/- 6 seconds.
 QS0563
 QS0563.The orthometric height was computed from unverified reset data.
 QS0563
 QS0563.No vertical observational check was made to the station.
 QS0563
 QS0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0563.GEOID18 height accuracy estimate available here.
 QS0563
 QS0563.Click photographs - Photos may exist for this station.
 QS0563
 QS0563;                    North         East    Units  Estimated Accuracy
 QS0563;SPC SD N     -   231,260.      573,970.      MT  (+/- 180 meters Scaled)
 QS0563
 QS0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR964853(NAD 83)
 QS0563
 QS0563                          SUPERSEDED SURVEY CONTROL
 QS0563
 QS0563  NGVD 29 (04/17/07)  503.45   (m)         1651.7    (f) RESET       3  
 QS0563
 QS0563.Superseded values are not recommended for survey control.
 QS0563
 QS0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0563.See file dsdata.pdf to determine how the superseded data were derived.
 QS0563
 QS0563_MARKER: DV = VERTICAL CONTROL DISK
 QS0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0563_STAMPING: Z 332 1949 RESET 1980
 QS0563_MARK LOGO: NGS
 QS0563_PROJECTION: PROJECTING 3 CENTIMETERS
 QS0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0563+STABILITY: SURFACE MOTION
 QS0563
 QS0563  HISTORY     - Date     Condition        Report By
 QS0563  HISTORY     - 1980     MONUMENTED       NGS
 QS0563
 QS0563                          STATION DESCRIPTION
 QS0563
 QS0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QS0563'2.8 MI WNW FROM POLLOCK.
 QS0563'1.5 MILES NORTH FROM THE POST OFFICE IN POLLOCK, THENCE 1.9 MILES WEST
 QS0563'ALONG A SIDE ROAD TO GATE ON RIGHT AND MARK, 33.5 METERS (110.0 FEET)
 QS0563'NORTH OF THE CENTER OF THE ROAD, 0.8 METER (2.5 FEET) SOUTHEAST OF THE
 QS0563'EAST ONE OF TWO BRACES POSTS, AND 0.4 METER (1.3 FEET) SOUTH
 QS0563'OF A FENCE.
 QS0563'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 QS0563'THE MARK IS 5.0 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0460 ***********************************************************************
 OT0460  DESIGNATION -  Z 333
 OT0460  PID         -  OT0460
 OT0460  STATE/COUNTY-  SD/FALL RIVER
 OT0460  COUNTRY     -  US
 OT0460  USGS QUAD   -  EDGEMONT (2017)
 OT0460
 OT0460                         *CURRENT SURVEY CONTROL
 OT0460  ______________________________________________________________________
 OT0460* NAD 83(1986) POSITION- 43 15 36.     (N) 103 52 02.     (W)   SCALED
 OT0460* NAVD 88 ORTHO HEIGHT -  1083.988 (meters)     3556.38  (feet) POSTED
 OT0460  ______________________________________________________________________
 OT0460  GEOID HEIGHT    -        -15.099 (meters)                     GEOID18
 OT0460  DYNAMIC HEIGHT  -       1083.53  (meters)     3554.9   (feet) COMP
 OT0460  MODELED GRAVITY -    980,157.9   (mgal)                       NAVD 88
 OT0460
 OT0460  VERT ORDER      -  * POSTED, SEE BELOW
 OT0460
 OT0460.The horizontal coordinates were scaled from a map and have
 OT0460.an estimated accuracy of +/- 6 seconds.
 OT0460
 OT0460.The orthometric height was determined by differential leveling
 OT0460.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OT0460
 OT0460.* This is a POSTED BENCH MARK height.
 OT0460
 OT0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0460.GEOID18 height accuracy estimate available here.
 OT0460
 OT0460.Click photographs - Photos may exist for this station.
 OT0460
 OT0460.The dynamic height is computed by dividing the NAVD 88
 OT0460.geopotential number by the normal gravity value computed on the
 OT0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0460.degrees latitude (g = 980.6199 gals.).
 OT0460
 OT0460.The modeled gravity was interpolated from observed gravity values.
 OT0460
 OT0460;                    North         East    Units  Estimated Accuracy
 OT0460;SPC SD S     -   109,050.      313,170.      MT  (+/- 180 meters Scaled)
 OT0460
 OT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH919903(NAD 83)
 OT0460
 OT0460                          SUPERSEDED SURVEY CONTROL
 OT0460
 OT0460  NGVD 29 (??/??/92) 1083.439  (m)         3554.58   (f) ADJ UNCH    1 2
 OT0460
 OT0460.Superseded values are not recommended for survey control.
 OT0460
 OT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0460.See file dsdata.pdf to determine how the superseded data were derived.
 OT0460
 OT0460_MARKER: DB = BENCH MARK DISK
 OT0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0460_STAMPING: Z 333 1957
 OT0460_MARK LOGO: CGS
 OT0460_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0460_ROD/PIPE-DEPTH: 7.3 meters
 OT0460
 OT0460  HISTORY     - Date     Condition        Report By
 OT0460  HISTORY     - 1957     MONUMENTED       CGS
 OT0460  HISTORY     - 1985     MARK NOT FOUND   NGS
 OT0460
 OT0460                          STATION DESCRIPTION
 OT0460
 OT0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0460'3.8 MI SW FROM EDGEMONT.
 OT0460'ABOUT 3.75 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OT0460'QUINCY RAILROAD FROM THE STATION AT EDGEMONT, 57 FEET WEST OF THE
 OT0460'WEST RAIL, 77 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 OT0460'CROSSING, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 101
 OT0460'FEET SOUTH-SOUTHEAST OF THE CENTER OF A CURVE IN A GRAVEL ROAD,
 OT0460'5 FEET EAST OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 OT0460'WITNESS POST, A DISK ON A 5/8-INCH COPPER COATED ROD THAT
 OT0460'IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH
 OT0460'TILE WHICH PROJECTS 1 FOOT.
 OT0460
 OT0460                          STATION RECOVERY (1985)
 OT0460
 OT0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0460'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0497 ***********************************************************************
 OT0497  DESIGNATION -  Z 334
 OT0497  PID         -  OT0497
 OT0497  STATE/COUNTY-  SD/FALL RIVER
 OT0497  COUNTRY     -  US
 OT0497  USGS QUAD   -  EDGEMONT SW (2017)
 OT0497
 OT0497                         *CURRENT SURVEY CONTROL
 OT0497  ______________________________________________________________________
 OT0497* NAD 83(1986) POSITION- 43 17 23.     (N) 103 54 25.     (W)   SCALED
 OT0497* NAVD 88 ORTHO HEIGHT -  1154.818 (meters)     3788.77  (feet) ADJUSTED
 OT0497  ______________________________________________________________________
 OT0497  GEOID HEIGHT    -        -15.010 (meters)                     GEOID18
 OT0497  DYNAMIC HEIGHT  -       1154.319 (meters)     3787.13  (feet) COMP
 OT0497  MODELED GRAVITY -    980,147.4   (mgal)                       NAVD 88
 OT0497
 OT0497  VERT ORDER      -  SECOND    CLASS 0
 OT0497
 OT0497.The horizontal coordinates were scaled from a map and have
 OT0497.an estimated accuracy of +/- 6 seconds.
 OT0497
 OT0497.The orthometric height was determined by differential leveling and
 OT0497.adjusted by the NATIONAL GEODETIC SURVEY
 OT0497.in June 1991.
 OT0497
 OT0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0497.GEOID18 height accuracy estimate available here.
 OT0497
 OT0497.Click photographs - Photos may exist for this station.
 OT0497
 OT0497.The dynamic height is computed by dividing the NAVD 88
 OT0497.geopotential number by the normal gravity value computed on the
 OT0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0497.degrees latitude (g = 980.6199 gals.).
 OT0497
 OT0497.The modeled gravity was interpolated from observed gravity values.
 OT0497
 OT0497;                    North         East    Units  Estimated Accuracy
 OT0497;SPC SD S     -   112,480.      310,090.      MT  (+/- 180 meters Scaled)
 OT0497
 OT0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH886935(NAD 83)
 OT0497
 OT0497                          SUPERSEDED SURVEY CONTROL
 OT0497
 OT0497  NGVD 29 (??/??/92) 1154.262  (m)         3786.94   (f) ADJ UNCH    2 0
 OT0497
 OT0497.Superseded values are not recommended for survey control.
 OT0497
 OT0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0497.See file dsdata.pdf to determine how the superseded data were derived.
 OT0497
 OT0497_MARKER: DB = BENCH MARK DISK
 OT0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0497_STAMPING: Z 334 1957
 OT0497_MARK LOGO: CGS
 OT0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0497+STABILITY: SURFACE MOTION
 OT0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0497+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1986
 OT0497
 OT0497  HISTORY     - Date     Condition        Report By
 OT0497  HISTORY     - 1957     MONUMENTED       CGS
 OT0497  HISTORY     - 19861023 GOOD             NGS
 OT0497
 OT0497                          STATION DESCRIPTION
 OT0497
 OT0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OT0497'4.6 MI W FROM EDGEMONT.
 OT0497'ABOUT 4.55 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OT0497'OF STATE HIGHWAY 52 AT EDGEMONT, IN SECTION 5, T. 9 S., R. 2 E.,
 OT0497'0.1 MILE WEST OF THE CREST OF A SMALL HILL, 112 FEET NORTH OF
 OT0497'THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTER
 OT0497'LINE OF A DIRT ROAD NORTH, 115 FEET NORTHEAST OF THE CENTER OF
 OT0497'THE INTERSECTION OF THE HIGHWAY AND THE SIDE ROAD, 64 FEET NORTH
 OT0497'OF A FENCE CORNER, 2 FEET WEST OF THE FENCE LINE, 1 FOOT SOUTH
 OT0497'OF A CONCRETE WITNESS POST AND IN THE TOP OF A CONCRETE POST
 OT0497'PROJECTING 7 INCHES.
 OT0497
 OT0497                          STATION RECOVERY (1986)
 OT0497
 OT0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 OT0497'7.2 KM (4.45 MI) WEST ALONG U.S. HIGHWAY 18 FROM ITS JUNCTION WITH
 OT0497'STATE HIGHWAT 471 IN EDGEMONT, 38.1 M (125.0 FT) NORTH FROM THE
 OT0497'CENTER OF 18, 14.9 M (48.9 FT) NORTH FROM THE RIGHT OF WAY FENCE
 OT0497'AT THE INSET, 0.61 M (2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) EAST
 OT0497'FROM A CONCRETE WITNESS POST, 1.22 M (4.0 FT) SOUTH FROM POWER POLE
 OT0497'NUMBER 310 P, 0.3 M (1.0 FT) NORTH FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0101 ***********************************************************************
 NN0101  DESIGNATION -  Z 336
 NN0101  PID         -  NN0101
 NN0101  STATE/COUNTY-  SD/CHARLES MIX
 NN0101  COUNTRY     -  US
 NN0101  USGS QUAD   -  MARTY (2017)
 NN0101
 NN0101                         *CURRENT SURVEY CONTROL
 NN0101  ______________________________________________________________________
 NN0101* NAD 83(1986) POSITION- 42 57 35.     (N) 098 27 20.     (W)   SCALED
 NN0101* NAVD 88 ORTHO HEIGHT -   378.256 (meters)     1240.99  (feet) ADJUSTED
 NN0101  ______________________________________________________________________
 NN0101  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 NN0101  DYNAMIC HEIGHT  -        378.130 (meters)     1240.58  (feet) COMP
 NN0101  MODELED GRAVITY -    980,279.0   (mgal)                       NAVD 88
 NN0101
 NN0101  VERT ORDER      -  SECOND    CLASS 0
 NN0101
 NN0101.The horizontal coordinates were scaled from a map and have
 NN0101.an estimated accuracy of +/- 6 seconds.
 NN0101
 NN0101.The orthometric height was determined by differential leveling and
 NN0101.adjusted by the NATIONAL GEODETIC SURVEY
 NN0101.in June 1991.
 NN0101
 NN0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0101.GEOID18 height accuracy estimate available here.
 NN0101
 NN0101.Click photographs - Photos may exist for this station.
 NN0101
 NN0101.The dynamic height is computed by dividing the NAVD 88
 NN0101.geopotential number by the normal gravity value computed on the
 NN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0101.degrees latitude (g = 980.6199 gals.).
 NN0101
 NN0101.The modeled gravity was interpolated from observed gravity values.
 NN0101
 NN0101;                    North         East    Units  Estimated Accuracy
 NN0101;SPC SD S     -    71,320.      753,200.      MT  (+/- 180 meters Scaled)
 NN0101
 NN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN444564(NAD 83)
 NN0101
 NN0101                          SUPERSEDED SURVEY CONTROL
 NN0101
 NN0101  NGVD 29 (??/??/92)  377.978  (m)         1240.08   (f) ADJ UNCH    2 0
 NN0101
 NN0101.Superseded values are not recommended for survey control.
 NN0101
 NN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0101.See file dsdata.pdf to determine how the superseded data were derived.
 NN0101
 NN0101_MARKER: DB = BENCH MARK DISK
 NN0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0101_STAMPING: Z 336 1949
 NN0101_MARK LOGO: CGS
 NN0101_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0101+STABILITY: SURFACE MOTION
 NN0101
 NN0101  HISTORY     - Date     Condition        Report By
 NN0101  HISTORY     - 1949     MONUMENTED       CGS
 NN0101  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0101
 NN0101                          STATION DESCRIPTION
 NN0101
 NN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0101'5.2 MI NW FROM GREENWOOD.
 NN0101'5.15 MILES NORTHWEST ALONG A DIRT ROAD FROM THE YANKTON INDIAN
 NN0101'AGENCY AT GREENWOOD, ALONG A EAST-WEST 1/2 SECTION LINE FENCE, 0.3
 NN0101'MILE NORTH OF A CURVE WITH TANGENTS LEADING NORTH AND EAST, 0.5
 NN0101'MILE SOUTH OF A CURVE WITH TANGENTS LEADING SOUTH AND WEST, 51.0
 NN0101'FEET WEST OF THE CENTER LINE OF THE ROAD, 10.0 FEET SOUTH OF THE
 NN0101'CENTER LINE OF A FIELD ROAD LEADING WEST ALONG THE SOUTH EDGE OF
 NN0101'A FIELD, 11.3 FEET WEST OF A CORNER FENCE POST, 1.0 FOOT SOUTH OF
 NN0101'THE FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 NN0101'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NN0101
 NN0101                          STATION RECOVERY (1962)
 NN0101
 NN0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NN0073 ***********************************************************************
 NN0073  DESIGNATION -  Z 337
 NN0073  PID         -  NN0073
 NN0073  STATE/COUNTY-  SD/CHARLES MIX
 NN0073  COUNTRY     -  US
 NN0073  USGS QUAD   -  VERDEL (2017)
 NN0073
 NN0073                         *CURRENT SURVEY CONTROL
 NN0073  ______________________________________________________________________
 NN0073* NAD 83(1986) POSITION- 42 51 36.     (N) 098 08 23.     (W)   SCALED
 NN0073* NAVD 88 ORTHO HEIGHT -   381.411 (meters)     1251.35  (feet) ADJUSTED
 NN0073  ______________________________________________________________________
 NN0073  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 NN0073  DYNAMIC HEIGHT  -        381.284 (meters)     1250.93  (feet) COMP
 NN0073  MODELED GRAVITY -    980,278.1   (mgal)                       NAVD 88
 NN0073
 NN0073  VERT ORDER      -  SECOND    CLASS 0
 NN0073
 NN0073.The horizontal coordinates were scaled from a map and have
 NN0073.an estimated accuracy of +/- 6 seconds.
 NN0073
 NN0073.The orthometric height was determined by differential leveling and
 NN0073.adjusted by the NATIONAL GEODETIC SURVEY
 NN0073.in June 1991.
 NN0073
 NN0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 NN0073.GEOID18 height accuracy estimate available here.
 NN0073
 NN0073.Click photographs - Photos may exist for this station.
 NN0073
 NN0073.The dynamic height is computed by dividing the NAVD 88
 NN0073.geopotential number by the normal gravity value computed on the
 NN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0073.degrees latitude (g = 980.6199 gals.).
 NN0073
 NN0073.The modeled gravity was interpolated from observed gravity values.
 NN0073
 NN0073;                    North         East    Units  Estimated Accuracy
 NN0073;SPC SD S     -    60,880.      779,250.      MT  (+/- 180 meters Scaled)
 NN0073
 NN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN702456(NAD 83)
 NN0073
 NN0073                          SUPERSEDED SURVEY CONTROL
 NN0073
 NN0073  NGVD 29 (??/??/92)  381.174  (m)         1250.57   (f) ADJ UNCH    2 0
 NN0073
 NN0073.Superseded values are not recommended for survey control.
 NN0073
 NN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0073.See file dsdata.pdf to determine how the superseded data were derived.
 NN0073
 NN0073_MARKER: DB = BENCH MARK DISK
 NN0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0073_STAMPING: Z 337 1949
 NN0073_MARK LOGO: CGS
 NN0073_PROJECTION: PROJECTING 6 CENTIMETERS
 NN0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0073+STABILITY: SURFACE MOTION
 NN0073
 NN0073  HISTORY     - Date     Condition        Report By
 NN0073  HISTORY     - 1949     MONUMENTED       CGS
 NN0073  HISTORY     - 1972     MARK NOT FOUND   USGS
 NN0073
 NN0073                          STATION DESCRIPTION
 NN0073
 NN0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0073'13.8 MI NW FROM RUNNING WATER.
 NN0073'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE FERRY
 NN0073'LANDING AT RUNNING WATER, THENCE 1.0 MILE WEST ALONG A GRAVEL
 NN0073'ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0
 NN0073'MILES WEST ALONG A GRAVEL ROAD (BENCH MARK 97 JS(USGS) IS AT THIS
 NN0073'POINT), THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.0
 NN0073'MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A
 NN0073'GRAVEL ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 NN0073'0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.6 MILES WEST ALONG
 NN0073'A GRAVEL ROAD, ON THE EAST SLOPE OF A HILL, ABOUT 0.2 MILE
 NN0073'WEST OF A FARMHOUSE ON THE NORTH SIDE OF THE ROAD, ABOUT 0.15
 NN0073'MILE NORTHEAST OF A CONCRETE BLOCK SILO, 144.0 FEET WEST OF THE
 NN0073'SOUTHWEST CORNER OF A BRIDGE OVER CHOTEAU CREEK, 32.0 FEET
 NN0073'SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A FENCE,
 NN0073'1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NN0073'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NN0073
 NN0073                          STATION RECOVERY (1972)
 NN0073
 NN0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NN0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0637 ***********************************************************************
 OR0637  DESIGNATION -  Z 338
 OR0637  PID         -  OR0637
 OR0637  STATE/COUNTY-  SD/CHARLES MIX
 OR0637  COUNTRY     -  US
 OR0637  USGS QUAD   -  ACADEMY (2017)
 OR0637
 OR0637                         *CURRENT SURVEY CONTROL
 OR0637  ______________________________________________________________________
 OR0637* NAD 83(1986) POSITION- 43 23 31.     (N) 099 04 22.     (W)   SCALED
 OR0637* NAVD 88 ORTHO HEIGHT -   524.101 (meters)     1719.49  (feet) ADJUSTED
 OR0637  ______________________________________________________________________
 OR0637  GEOID HEIGHT    -        -26.290 (meters)                     GEOID18
 OR0637  DYNAMIC HEIGHT  -        523.926 (meters)     1718.91  (feet) COMP
 OR0637  MODELED GRAVITY -    980,270.3   (mgal)                       NAVD 88
 OR0637
 OR0637  VERT ORDER      -  FIRST     CLASS II
 OR0637
 OR0637.The horizontal coordinates were scaled from a map and have
 OR0637.an estimated accuracy of +/- 6 seconds.
 OR0637
 OR0637.The orthometric height was determined by differential leveling and
 OR0637.adjusted by the NATIONAL GEODETIC SURVEY
 OR0637.in June 1991.
 OR0637
 OR0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0637.GEOID18 height accuracy estimate available here.
 OR0637
 OR0637.Click photographs - Photos may exist for this station.
 OR0637
 OR0637.The dynamic height is computed by dividing the NAVD 88
 OR0637.geopotential number by the normal gravity value computed on the
 OR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0637.degrees latitude (g = 980.6199 gals.).
 OR0637
 OR0637.The modeled gravity was interpolated from observed gravity values.
 OR0637
 OR0637;                    North         East    Units  Estimated Accuracy
 OR0637;SPC SD S     -   118,380.      702,120.      MT  (+/- 180 meters Scaled)
 OR0637
 OR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP941043(NAD 83)
 OR0637
 OR0637                          SUPERSEDED SURVEY CONTROL
 OR0637
 OR0637  NGVD 29 (??/??/92)  523.750  (m)         1718.34   (f) ADJ UNCH    1 2
 OR0637
 OR0637.Superseded values are not recommended for survey control.
 OR0637
 OR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0637.See file dsdata.pdf to determine how the superseded data were derived.
 OR0637
 OR0637_MARKER: DB = BENCH MARK DISK
 OR0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0637_STAMPING: Z 338 1949
 OR0637_MARK LOGO: CGS
 OR0637_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0637+STABILITY: SURFACE MOTION
 OR0637
 OR0637  HISTORY     - Date     Condition        Report By
 OR0637  HISTORY     - 1949     MONUMENTED       CGS
 OR0637
 OR0637                          STATION DESCRIPTION
 OR0637
 OR0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0637'12.2 MI NW FROM PLATTE.
 OR0637'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT PLATTE,
 OR0637'THENCE 11.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH
 OR0637'ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD,
 OR0637'AT A T-JUNCTION OF ROADS, 41.0 FEET NORTH OF THE CENTER LINE
 OR0637'OF THE EAST-WEST ROAD, 39.0 FEET EAST OF THE CENTER LINE OF THE
 OR0637'ROAD LEADING NORTH, 4.0 FEET NORTH OF A CORNER FENCE POST, 1.0
 OR0637'FOOT WEST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET
 OR0637'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OR0637'GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0593 ***********************************************************************
 OR0593  DESIGNATION -  Z 339
 OR0593  PID         -  OR0593
 OR0593  STATE/COUNTY-  SD/GREGORY
 OR0593  COUNTRY     -  US
 OR0593  USGS QUAD   -  LUCAS (2017)
 OR0593
 OR0593                         *CURRENT SURVEY CONTROL
 OR0593  ______________________________________________________________________
 OR0593* NAD 83(1986) POSITION- 43 17 04.     (N) 099 11 51.     (W)   SCALED
 OR0593* NAVD 88 ORTHO HEIGHT -   630.974 (meters)     2070.12  (feet) ADJUSTED
 OR0593  ______________________________________________________________________
 OR0593  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 OR0593  DYNAMIC HEIGHT  -        630.747 (meters)     2069.38  (feet) COMP
 OR0593  MODELED GRAVITY -    980,240.3   (mgal)                       NAVD 88
 OR0593
 OR0593  VERT ORDER      -  SECOND    CLASS 0
 OR0593
 OR0593.The horizontal coordinates were scaled from a map and have
 OR0593.an estimated accuracy of +/- 6 seconds.
 OR0593
 OR0593.The orthometric height was determined by differential leveling and
 OR0593.adjusted by the NATIONAL GEODETIC SURVEY
 OR0593.in June 1991.
 OR0593
 OR0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0593.GEOID18 height accuracy estimate available here.
 OR0593
 OR0593.Click photographs - Photos may exist for this station.
 OR0593
 OR0593.The dynamic height is computed by dividing the NAVD 88
 OR0593.geopotential number by the normal gravity value computed on the
 OR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0593.degrees latitude (g = 980.6199 gals.).
 OR0593
 OR0593.The modeled gravity was interpolated from observed gravity values.
 OR0593
 OR0593;                    North         East    Units  Estimated Accuracy
 OR0593;SPC SD S     -   106,290.      692,180.      MT  (+/- 180 meters Scaled)
 OR0593
 OR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN839924(NAD 83)
 OR0593
 OR0593                          SUPERSEDED SURVEY CONTROL
 OR0593
 OR0593  NGVD 29 (??/??/92)  630.629  (m)         2068.99   (f) ADJ UNCH    2 0
 OR0593
 OR0593.Superseded values are not recommended for survey control.
 OR0593
 OR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0593.See file dsdata.pdf to determine how the superseded data were derived.
 OR0593
 OR0593_MARKER: DB = BENCH MARK DISK
 OR0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0593_STAMPING: Z 339 1949
 OR0593_MARK LOGO: CGS
 OR0593_PROJECTION: FLUSH
 OR0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0593+STABILITY: SURFACE MOTION
 OR0593
 OR0593  HISTORY     - Date     Condition        Report By
 OR0593  HISTORY     - 1949     MONUMENTED       CGS
 OR0593
 OR0593                          STATION DESCRIPTION
 OR0593
 OR0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0593'15.4 MI NE FROM GREGORY.
 OR0593'0.7 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT GREGORY,
 OR0593'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 3.0 MILES
 OR0593'NORTH ALONG A GRAVEL ROAD, THENCE 8.0 MILES EAST ALONG A GRAVEL
 OR0593'ROAD, IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 203.0
 OR0593'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 36.0 FEET
 OR0593'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 44.0 FEET
 OR0593'NORTHWEST OF THE NORTHEAST CORNER OF A SCHOOL BUILDING, 41.2
 OR0593'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 2.0 FEET
 OR0593'WEST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 OR0593'AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0594 ***********************************************************************
 OR0594  DESIGNATION -  Z 339 RESET
 OR0594  PID         -  OR0594
 OR0594  STATE/COUNTY-  SD/GREGORY
 OR0594  COUNTRY     -  US
 OR0594  USGS QUAD   -  LUCAS (2017)
 OR0594
 OR0594                         *CURRENT SURVEY CONTROL
 OR0594  ______________________________________________________________________
 OR0594* NAD 83(1986) POSITION- 43 17 04.     (N) 099 11 51.     (W)   SCALED
 OR0594* NAVD 88 ORTHO HEIGHT -   631.00  (+/-2cm)     2070.2   (feet) VERTCON3
 OR0594  ______________________________________________________________________
 OR0594  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 OR0594  VERT ORDER      -  THIRD (See Below)
 OR0594
 OR0594.The horizontal coordinates were scaled from a map and have
 OR0594.an estimated accuracy of +/- 6 seconds.
 OR0594
 OR0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 OR0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OR0594
 OR0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0594.GEOID18 height accuracy estimate available here.
 OR0594
 OR0594.The vertical order pertains to the NGVD 29 superseded value.
 OR0594
 OR0594.Click photographs - Photos may exist for this station.
 OR0594
 OR0594;                    North         East    Units  Estimated Accuracy
 OR0594;SPC SD S     -   106,290.      692,180.      MT  (+/- 180 meters Scaled)
 OR0594
 OR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN839924(NAD 83)
 OR0594
 OR0594                          SUPERSEDED SURVEY CONTROL
 OR0594
 OR0594  NGVD 29 (??/??/??)  630.66   (m)         2069.1    (f) RESET       3  
 OR0594
 OR0594.Superseded values are not recommended for survey control.
 OR0594
 OR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0594.See file dsdata.pdf to determine how the superseded data were derived.
 OR0594
 OR0594_MARKER: DB = BENCH MARK DISK
 OR0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0594_STAMPING: Z 339 1949 RESET 1962
 OR0594_MARK LOGO: CGS
 OR0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0594+STABILITY: SURFACE MOTION
 OR0594
 OR0594  HISTORY     - Date     Condition        Report By
 OR0594  HISTORY     - 1962     MONUMENTED       USGS
 OR0594
 OR0594                          STATION DESCRIPTION
 OR0594
 OR0594'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 OR0594'15.4 MI NE FROM GREGORY.
 OR0594'GREGORY, 3.7 MI. N, AND 11.7 MI. E. OF, T.98 N., R. 71 W., NEAR
 OR0594'CORNER SECTIONS 23, 24, 25, AND 26, 32 FT. S., 198 FT. E. AND
 OR0594'8.0 FT. HIGHER THAN X-RDS, 34 FT. NW OF THE NE CORNER OF A SCHOOL
 OR0594'BUILDING, 40 FT. NE OF THE NW CORNER OF THE BUILDING, 7 FT. W
 OR0594'AND 2 FT. N. OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE
 OR0594'POST AND 0.1 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0432 ***********************************************************************
 OR0432  DESIGNATION -  Z 340
 OR0432  PID         -  OR0432
 OR0432  STATE/COUNTY-  SD/BRULE
 OR0432  COUNTRY     -  US
 OR0432  USGS QUAD   -  BEDASHOSHA LAKE (2017)
 OR0432
 OR0432                         *CURRENT SURVEY CONTROL
 OR0432  ______________________________________________________________________
 OR0432* NAD 83(1986) POSITION- 43 54 15.     (N) 099 19 38.     (W)   SCALED
 OR0432* NAVD 88 ORTHO HEIGHT -   430.598 (meters)     1412.72  (feet) ADJUSTED
 OR0432  ______________________________________________________________________
 OR0432  GEOID HEIGHT    -        -25.363 (meters)                     GEOID18
 OR0432  DYNAMIC HEIGHT  -        430.494 (meters)     1412.38  (feet) COMP
 OR0432  MODELED GRAVITY -    980,363.6   (mgal)                       NAVD 88
 OR0432
 OR0432  VERT ORDER      -  FIRST     CLASS II
 OR0432
 OR0432.The horizontal coordinates were scaled from a map and have
 OR0432.an estimated accuracy of +/- 6 seconds.
 OR0432
 OR0432.The orthometric height was determined by differential leveling and
 OR0432.adjusted by the NATIONAL GEODETIC SURVEY
 OR0432.in June 1991.
 OR0432
 OR0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0432.GEOID18 height accuracy estimate available here.
 OR0432
 OR0432.Click photographs - Photos may exist for this station.
 OR0432
 OR0432.The dynamic height is computed by dividing the NAVD 88
 OR0432.geopotential number by the normal gravity value computed on the
 OR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0432.degrees latitude (g = 980.6199 gals.).
 OR0432
 OR0432.The modeled gravity was interpolated from observed gravity values.
 OR0432
 OR0432;                    North         East    Units  Estimated Accuracy
 OR0432;SPC SD S     -   175,000.      680,820.      MT  (+/- 180 meters Scaled)
 OR0432
 OR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP737612(NAD 83)
 OR0432
 OR0432                          SUPERSEDED SURVEY CONTROL
 OR0432
 OR0432  NGVD 29 (??/??/92)  430.268  (m)         1411.64   (f) ADJ UNCH    1 2
 OR0432
 OR0432.Superseded values are not recommended for survey control.
 OR0432
 OR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0432.See file dsdata.pdf to determine how the superseded data were derived.
 OR0432
 OR0432_MARKER: DB = BENCH MARK DISK
 OR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0432_STAMPING: Z 340 1949
 OR0432_MARK LOGO: CGS
 OR0432_PROJECTION: PROJECTING 6 CENTIMETERS
 OR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0432+STABILITY: SURFACE MOTION
 OR0432
 OR0432  HISTORY     - Date     Condition        Report By
 OR0432  HISTORY     - 1949     MONUMENTED       CGS
 OR0432
 OR0432                          STATION DESCRIPTION
 OR0432
 OR0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OR0432'8.6 MI NW FROM CHAMBERLAIN.
 OR0432'7.6 MILES NORTH ALONG STATE HIGHWAY NO. 47 FROM THE CITY HALL
 OR0432'AT CHAMBERLAIN, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AT A
 OR0432'T-JUNCTION OF ROADS, 47 FEET SOUTH OF THE CENTER LINE OF THE
 OR0432'EAST-WEST ROAD, 32 FEET WEST OF A 3-WAY CORNER FENCE POST, 15
 OR0432'FEET WEST OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH ALONG
 OR0432'THE EAST EDGE OF A FIELD, 1.1 FEET NORTH OF A FENCE, 1.7 FEET
 OR0432'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST 5
 OR0432'FEET IN DEPTH AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0410 ***********************************************************************
 PR0410  DESIGNATION -  Z 341
 PR0410  PID         -  PR0410
 PR0410  STATE/COUNTY-  SD/HAMLIN
 PR0410  COUNTRY     -  US
 PR0410  USGS QUAD   -  LAKE NORDEN (2017)
 PR0410
 PR0410                         *CURRENT SURVEY CONTROL
 PR0410  ______________________________________________________________________
 PR0410* NAD 83(1986) POSITION- 44 32 54.     (N) 097 07 53.     (W)   SCALED
 PR0410* NAVD 88 ORTHO HEIGHT -   505.016 (meters)     1656.87  (feet) ADJUSTED
 PR0410  ______________________________________________________________________
 PR0410  GEOID HEIGHT    -        -24.900 (meters)                     GEOID18
 PR0410  DYNAMIC HEIGHT  -        504.933 (meters)     1656.60  (feet) COMP
 PR0410  MODELED GRAVITY -    980,436.2   (mgal)                       NAVD 88
 PR0410
 PR0410  VERT ORDER      -  SECOND    CLASS 0
 PR0410
 PR0410.The horizontal coordinates were scaled from a map and have
 PR0410.an estimated accuracy of +/- 6 seconds.
 PR0410
 PR0410.The orthometric height was determined by differential leveling and
 PR0410.adjusted by the NATIONAL GEODETIC SURVEY
 PR0410.in June 1991.
 PR0410
 PR0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0410.GEOID18 height accuracy estimate available here.
 PR0410
 PR0410.Click photographs - Photos may exist for this station.
 PR0410
 PR0410.The dynamic height is computed by dividing the NAVD 88
 PR0410.geopotential number by the normal gravity value computed on the
 PR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0410.degrees latitude (g = 980.6199 gals.).
 PR0410
 PR0410.The modeled gravity was interpolated from observed gravity values.
 PR0410
 PR0410;                    North         East    Units  Estimated Accuracy
 PR0410;SPC SD N     -    83,490.      827,900.      MT  (+/- 180 meters Scaled)
 PR0410
 PR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ484344(NAD 83)
 PR0410
 PR0410                          SUPERSEDED SURVEY CONTROL
 PR0410
 PR0410  NGVD 29 (??/??/92)  504.739  (m)         1655.96   (f) ADJ UNCH    2 0
 PR0410
 PR0410.Superseded values are not recommended for survey control.
 PR0410
 PR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0410.See file dsdata.pdf to determine how the superseded data were derived.
 PR0410
 PR0410_MARKER: DB = BENCH MARK DISK
 PR0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0410_STAMPING: Z 341 1949
 PR0410_MARK LOGO: CGS
 PR0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0410+STABILITY: SURFACE MOTION
 PR0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0410+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2017
 PR0410
 PR0410  HISTORY     - Date     Condition        Report By
 PR0410  HISTORY     - 1949     MONUMENTED       CGS
 PR0410  HISTORY     - 20170329 GOOD             INDIV
 PR0410
 PR0410                          STATION DESCRIPTION
 PR0410
 PR0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PR0410'7.5 MI SE FROM LAKE NORDEN.
 PR0410'0.4 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 PR0410'RAILWAY STATION AT LAKE NORDEN, THENCE 4.3 MILES EAST ALONG
 PR0410'STATE HIGHWAY 28, THENCE 2.7 MILES SOUTH ALONG U.S. HIGHWAY 81,
 PR0410'THENCE 0.1 MILE WEST ALONG A PRIVATE DRIVE, 20.0 FEET NORTH OF
 PR0410'THE CENTER LINE OF THE DRIVE, 3.7 FEET EAST OF A T FENCE CORNER
 PR0410'AT THE SOUTHWEST CORNER OF LAKE POINSETT AIRPORT, 1.9 FEET EAST
 PR0410'OF A REFERENCE POST, 1.5 FEET NORTH OF A FENCE, AND SET IN THE
 PR0410'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PR0410
 PR0410                          STATION RECOVERY (2017)
 PR0410
 PR0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JHC)
 PR0410'RECOVERED AS DESCRIBED. MARK IS AT SW CORNER OF MODULAR HOME PARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1113 ***********************************************************************
 NM1113  DESIGNATION -  Z 342
 NM1113  PID         -  NM1113
 NM1113  STATE/COUNTY-  SD/YANKTON
 NM1113  COUNTRY     -  US
 NM1113  USGS QUAD   -  GAYVILLE (2017)
 NM1113
 NM1113                         *CURRENT SURVEY CONTROL
 NM1113  ______________________________________________________________________
 NM1113* NAD 83(1986) POSITION- 42 52 53.     (N) 097 14 23.     (W)   SCALED
 NM1113* NAVD 88 ORTHO HEIGHT -   355.948 (meters)     1167.81  (feet) ADJUSTED
 NM1113  ______________________________________________________________________
 NM1113  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM1113  DYNAMIC HEIGHT  -        355.847 (meters)     1167.47  (feet) COMP
 NM1113  MODELED GRAVITY -    980,325.9   (mgal)                       NAVD 88
 NM1113
 NM1113  VERT ORDER      -  SECOND    CLASS 0
 NM1113
 NM1113.The horizontal coordinates were scaled from a map and have
 NM1113.an estimated accuracy of +/- 6 seconds.
 NM1113
 NM1113.The orthometric height was determined by differential leveling and
 NM1113.adjusted by the NATIONAL GEODETIC SURVEY
 NM1113.in June 1991.
 NM1113
 NM1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1113.GEOID18 height accuracy estimate available here.
 NM1113
 NM1113.Click photographs - Photos may exist for this station.
 NM1113
 NM1113.The dynamic height is computed by dividing the NAVD 88
 NM1113.geopotential number by the normal gravity value computed on the
 NM1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1113.degrees latitude (g = 980.6199 gals.).
 NM1113
 NM1113.The modeled gravity was interpolated from observed gravity values.
 NM1113
 NM1113;                    North         East    Units  Estimated Accuracy
 NM1113;SPC SD S     -    65,590.      852,680.      MT  (+/- 180 meters Scaled)
 NM1113
 NM1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN437491(NAD 83)
 NM1113
 NM1113                          SUPERSEDED SURVEY CONTROL
 NM1113
 NM1113  NGVD 29 (??/??/92)  355.752  (m)         1167.16   (f) ADJ UNCH    2 0
 NM1113
 NM1113.Superseded values are not recommended for survey control.
 NM1113
 NM1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1113.See file dsdata.pdf to determine how the superseded data were derived.
 NM1113
 NM1113_MARKER: DB = BENCH MARK DISK
 NM1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1113_STAMPING: Z 342 1949
 NM1113_MARK LOGO: CGS
 NM1113_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1113+STABILITY: SURFACE MOTION
 NM1113
 NM1113  HISTORY     - Date     Condition        Report By
 NM1113  HISTORY     - 1949     MONUMENTED       CGS
 NM1113
 NM1113                          STATION DESCRIPTION
 NM1113
 NM1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1113'7.8 MI E FROM YANKTON.
 NM1113'7.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 NM1113'YANKTON, 109 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40
 NM1113'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 9.0 FEET
 NM1113'EAST OF A FENCE CORNER POST, 9.0 FEET EAST OF A POWER TRANSMISSION
 NM1113'LINE POLE, 1.6 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A
 NM1113'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1113'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1112 ***********************************************************************
 NM1112  DESIGNATION -  Z 342 RESET
 NM1112  PID         -  NM1112
 NM1112  STATE/COUNTY-  SD/YANKTON
 NM1112  COUNTRY     -  US
 NM1112  USGS QUAD   -  GAYVILLE (2017)
 NM1112
 NM1112                         *CURRENT SURVEY CONTROL
 NM1112  ______________________________________________________________________
 NM1112* NAD 83(1986) POSITION- 42 52 54.     (N) 097 14 23.     (W)   SCALED
 NM1112* NAVD 88 ORTHO HEIGHT -   355.649 (meters)     1166.83  (feet) ADJUSTED
 NM1112  ______________________________________________________________________
 NM1112  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 NM1112  DYNAMIC HEIGHT  -        355.548 (meters)     1166.49  (feet) COMP
 NM1112  MODELED GRAVITY -    980,325.9   (mgal)                       NAVD 88
 NM1112
 NM1112  VERT ORDER      -  FIRST     CLASS II
 NM1112
 NM1112.The horizontal coordinates were scaled from a map and have
 NM1112.an estimated accuracy of +/- 6 seconds.
 NM1112
 NM1112.The orthometric height was determined by differential leveling and
 NM1112.adjusted by the NATIONAL GEODETIC SURVEY
 NM1112.in June 1994.
 NM1112
 NM1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1112.GEOID18 height accuracy estimate available here.
 NM1112
 NM1112.Click photographs - Photos may exist for this station.
 NM1112
 NM1112.The dynamic height is computed by dividing the NAVD 88
 NM1112.geopotential number by the normal gravity value computed on the
 NM1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1112.degrees latitude (g = 980.6199 gals.).
 NM1112
 NM1112.The modeled gravity was interpolated from observed gravity values.
 NM1112
 NM1112;                    North         East    Units  Estimated Accuracy
 NM1112;SPC SD S     -    65,620.      852,680.      MT  (+/- 180 meters Scaled)
 NM1112
 NM1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN437491(NAD 83)
 NM1112
 NM1112                          SUPERSEDED SURVEY CONTROL
 NM1112
 NM1112.No superseded survey control is available for this station.
 NM1112
 NM1112_MARKER: DV = VERTICAL CONTROL DISK
 NM1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1112_STAMPING: Z 342 RESET 1976
 NM1112_MARK LOGO: NGS
 NM1112_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1112+STABILITY: SURFACE MOTION
 NM1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1112+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2011
 NM1112
 NM1112  HISTORY     - Date     Condition        Report By
 NM1112  HISTORY     - 1976     MONUMENTED       NGS
 NM1112  HISTORY     - 19930908 GOOD             NGS
 NM1112  HISTORY     - 20111120 GOOD             GEOCAC
 NM1112
 NM1112                          STATION DESCRIPTION
 NM1112
 NM1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NM1112'7.8 MI E FROM YANKTON.
 NM1112'7.75 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFICE AT
 NM1112'YANKTON, APPROXIMATELY 100 FEET NORTH OF THE CENTER OF THE
 NM1112'WEST BOUND LANES OF HIGHWAY 50 AT THE NORTH RIGHT-OF-WAY FENCE
 NM1112'LINE, 54 FEET EAST OF THE CENTER OF TEH NORTH-SOUTH ROAD, 4.5
 NM1112'FEET EAST OF A FENCE CORNER, 1-FOOT SOUTH OF THE FENCE, 1.6 FEET
 NM1112'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 NM1112'CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  THE DISK WAS REMOVED
 NM1112'FROM Z 342 AT THIS TIME.
 NM1112
 NM1112                          STATION RECOVERY (1993)
 NM1112
 NM1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM1112'12.9 KM (8.00 MI) EASTERLY ALONG STATE HIGHWAY 50 FROM THE POST
 NM1112'OFFICE IN YANKTON, 32.5 M (106.6 FT) NORTH OF THE CENTERLINE OF THE
 NM1112'WESTBOUND LANES OF THE HIGHWAY, 16.5 M (54.1 FT) EAST OF THE CENTER
 NM1112'OF A PAVED ROAD, 1.3 M (4.3 FT) SOUTH-SOUTHEAST OF A FENCE CORNER,
 NM1112'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.25 M (0.82 FT) SOUTH
 NM1112'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 NM1112'ABOVE THE GROUND SURFACE.
 NM1112
 NM1112                          STATION RECOVERY (2011)
 NM1112
 NM1112'RECOVERY NOTE BY GEOCACHING 2011 (JMJ)
 NM1112'ACCURATE COORDINATES -- N 42  50.606' W 97  4.364'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1101 ***********************************************************************
 NM1101  DESIGNATION -  Z 343
 NM1101  PID         -  NM1101
 NM1101  STATE/COUNTY-  SD/YANKTON
 NM1101  COUNTRY     -  US
 NM1101  USGS QUAD   -  SAINT HELENA (2017)
 NM1101
 NM1101                         *CURRENT SURVEY CONTROL
 NM1101  ______________________________________________________________________
 NM1101* NAD 83(1986) POSITION- 42 49 21.     (N) 097 09 37.     (W)   SCALED
 NM1101* NAVD 88 ORTHO HEIGHT -   353.900 (meters)     1161.09  (feet) ADJUSTED
 NM1101  ______________________________________________________________________
 NM1101  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 NM1101  DYNAMIC HEIGHT  -        353.797 (meters)     1160.75  (feet) COMP
 NM1101  MODELED GRAVITY -    980,321.6   (mgal)                       NAVD 88
 NM1101
 NM1101  VERT ORDER      -  SECOND    CLASS 0
 NM1101
 NM1101.The horizontal coordinates were scaled from a map and have
 NM1101.an estimated accuracy of +/- 6 seconds.
 NM1101
 NM1101.The orthometric height was determined by differential leveling and
 NM1101.adjusted by the NATIONAL GEODETIC SURVEY
 NM1101.in June 1991.
 NM1101
 NM1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1101.GEOID18 height accuracy estimate available here.
 NM1101
 NM1101.Click photographs - Photos may exist for this station.
 NM1101
 NM1101.The dynamic height is computed by dividing the NAVD 88
 NM1101.geopotential number by the normal gravity value computed on the
 NM1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1101.degrees latitude (g = 980.6199 gals.).
 NM1101
 NM1101.The modeled gravity was interpolated from observed gravity values.
 NM1101
 NM1101;                    North         East    Units  Estimated Accuracy
 NM1101;SPC SD S     -    59,300.      859,420.      MT  (+/- 180 meters Scaled)
 NM1101
 NM1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN503427(NAD 83)
 NM1101
 NM1101                          SUPERSEDED SURVEY CONTROL
 NM1101
 NM1101  NGVD 29 (??/??/92)  353.697  (m)         1160.42   (f) ADJ UNCH    2 0
 NM1101
 NM1101.Superseded values are not recommended for survey control.
 NM1101
 NM1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1101.See file dsdata.pdf to determine how the superseded data were derived.
 NM1101
 NM1101_MARKER: DB = BENCH MARK DISK
 NM1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1101_STAMPING: Z 343 1949
 NM1101_MARK LOGO: CGS
 NM1101_PROJECTION: PROJECTING 6 CENTIMETERS
 NM1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1101+STABILITY: SURFACE MOTION
 NM1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1101+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 NM1101
 NM1101  HISTORY     - Date     Condition        Report By
 NM1101  HISTORY     - 1949     MONUMENTED       CGS
 NM1101  HISTORY     - 20110426 GOOD             INDIV
 NM1101
 NM1101                          STATION DESCRIPTION
 NM1101
 NM1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1101'5.8 MI S FROM GAYVILLE.
 NM1101'0.55 MILE SOUTH ALONG A HARD SURFACE ROAD FROM THE CHICAGO,
 NM1101'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT GAYVILLE,
 NM1101'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 NM1101'WEST ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A
 NM1101'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 NM1101'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, AT THE DANISH
 NM1101'CEMETERY, 78 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 NM1101'ROAD, 39 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 NM1101'ROAD, 50.0 FEET NORTH OF THE CENTER OF THE CEMETERY GATE, 60.0
 NM1101'FEET SOUTH OF THE NORTHEAST CORNER POST OF THE CEMETERY FENCE,
 NM1101'16.0 FEET NORTH OF A 16 INCH MAPLE TREE, 0.8 FOOT EAST OF THE
 NM1101'CEMETERY FENCE, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST
 NM1101'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM1101
 NM1101                          STATION RECOVERY (2011)
 NM1101
 NM1101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (CLB)
 NM1101'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0446 ***********************************************************************
 PS0446  DESIGNATION -  Z 344
 PS0446  PID         -  PS0446
 PS0446  STATE/COUNTY-  SD/HUGHES
 PS0446  COUNTRY     -  US
 PS0446  USGS QUAD   -  JOE CREEK NW (2017)
 PS0446
 PS0446                         *CURRENT SURVEY CONTROL
 PS0446  ______________________________________________________________________
 PS0446* NAD 83(1986) POSITION- 44 09 02.     (N) 099 53 15.     (W)   SCALED
 PS0446* NAVD 88 ORTHO HEIGHT -   445.614 (meters)     1461.99  (feet) ADJUSTED
 PS0446  ______________________________________________________________________
 PS0446  GEOID HEIGHT    -        -24.143 (meters)                     GEOID18
 PS0446  DYNAMIC HEIGHT  -        445.523 (meters)     1461.69  (feet) COMP
 PS0446  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 PS0446
 PS0446  VERT ORDER      -  FIRST     CLASS II
 PS0446
 PS0446.The horizontal coordinates were scaled from a map and have
 PS0446.an estimated accuracy of +/- 6 seconds.
 PS0446
 PS0446.The orthometric height was determined by differential leveling and
 PS0446.adjusted by the NATIONAL GEODETIC SURVEY
 PS0446.in June 1991.
 PS0446
 PS0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0446.GEOID18 height accuracy estimate available here.
 PS0446
 PS0446.Click photographs - Photos may exist for this station.
 PS0446
 PS0446.The dynamic height is computed by dividing the NAVD 88
 PS0446.geopotential number by the normal gravity value computed on the
 PS0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0446.degrees latitude (g = 980.6199 gals.).
 PS0446
 PS0446.The modeled gravity was interpolated from observed gravity values.
 PS0446
 PS0446;                    North         East    Units  Estimated Accuracy
 PS0446;SPC SD S     -   201,980.      635,670.      MT  (+/- 180 meters Scaled)
 PS0446
 PS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP290889(NAD 83)
 PS0446
 PS0446                          SUPERSEDED SURVEY CONTROL
 PS0446
 PS0446  NGVD 29 (??/??/92)  445.290  (m)         1460.92   (f) ADJ UNCH    1 2
 PS0446
 PS0446.Superseded values are not recommended for survey control.
 PS0446
 PS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0446.See file dsdata.pdf to determine how the superseded data were derived.
 PS0446
 PS0446_MARKER: DB = BENCH MARK DISK
 PS0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0446_STAMPING: Z 344 1949
 PS0446_MARK LOGO: CGS
 PS0446_PROJECTION: PROJECTING 12 CENTIMETERS
 PS0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0446+STABILITY: SURFACE MOTION
 PS0446
 PS0446  HISTORY     - Date     Condition        Report By
 PS0446  HISTORY     - 1949     MONUMENTED       CGS
 PS0446
 PS0446                          STATION DESCRIPTION
 PS0446
 PS0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0446'2 MI W FROM JOE CREEK.
 PS0446'2.0 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT JOE
 PS0446'CREEK, AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, AT THE
 PS0446'CORNER OF SECTIONS 17, 18, 19 AND 20, T. 108 N., R. 75 W., IN
 PS0446'LINE WITH THE EAST-WEST FENCE, 0.5 MILE SOUTH OF A FARMHOUSE,
 PS0446'5 FEET WEST OF A CORNER FENCE POST, 1.4 FEET NORTHWEST OF A
 PS0446'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 PS0446'OF 5 FEET AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0436 ***********************************************************************
 PS0436  DESIGNATION -  Z 349
 PS0436  PID         -  PS0436
 PS0436  STATE/COUNTY-  SD/HUGHES
 PS0436  COUNTRY     -  US
 PS0436  USGS QUAD   -  JOE CREEK (2017)
 PS0436
 PS0436                         *CURRENT SURVEY CONTROL
 PS0436  ______________________________________________________________________
 PS0436* NAD 83(1986) POSITION- 44 11 38.     (N) 099 52 00.     (W)   SCALED
 PS0436* NAVD 88 ORTHO HEIGHT -   513.233 (meters)     1683.83  (feet) ADJUSTED
 PS0436  ______________________________________________________________________
 PS0436  GEOID HEIGHT    -        -24.047 (meters)                     GEOID18
 PS0436  DYNAMIC HEIGHT  -        513.129 (meters)     1683.49  (feet) COMP
 PS0436  MODELED GRAVITY -    980,400.7   (mgal)                       NAVD 88
 PS0436
 PS0436  VERT ORDER      -  FIRST     CLASS II
 PS0436
 PS0436.The horizontal coordinates were scaled from a map and have
 PS0436.an estimated accuracy of +/- 6 seconds.
 PS0436
 PS0436.The orthometric height was determined by differential leveling and
 PS0436.adjusted by the NATIONAL GEODETIC SURVEY
 PS0436.in June 1991.
 PS0436
 PS0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0436.GEOID18 height accuracy estimate available here.
 PS0436
 PS0436.Click photographs - Photos may exist for this station.
 PS0436
 PS0436.The dynamic height is computed by dividing the NAVD 88
 PS0436.geopotential number by the normal gravity value computed on the
 PS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0436.degrees latitude (g = 980.6199 gals.).
 PS0436
 PS0436.The modeled gravity was interpolated from observed gravity values.
 PS0436
 PS0436;                    North         East    Units  Estimated Accuracy
 PS0436;SPC SD S     -   206,800.      637,310.      MT  (+/- 180 meters Scaled)
 PS0436
 PS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP307937(NAD 83)
 PS0436
 PS0436                          SUPERSEDED SURVEY CONTROL
 PS0436
 PS0436  NGVD 29 (??/??/92)  512.91   (m)         1682.8    (f) COMPUTED    1 2
 PS0436
 PS0436.Superseded values are not recommended for survey control.
 PS0436
 PS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0436.See file dsdata.pdf to determine how the superseded data were derived.
 PS0436
 PS0436_MARKER: DB = BENCH MARK DISK
 PS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0436_STAMPING: Z 349 1949
 PS0436_MARK LOGO: CGS
 PS0436_PROJECTION: PROJECTING 9 CENTIMETERS
 PS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0436+STABILITY: SURFACE MOTION
 PS0436
 PS0436  HISTORY     - Date     Condition        Report By
 PS0436  HISTORY     - 1949     MONUMENTED       CGS
 PS0436
 PS0436                          STATION DESCRIPTION
 PS0436
 PS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0436'7.4 MI SE FROM DE GREY.
 PS0436'0.35 MILE EAST ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 PS0436'AT DE GREY, THENCE 4.0 MILES SOUTHEAST ALONG A DIRT ROAD,
 PS0436'THENCE 3.2 MILES SOUTH ALONG A FIELD ROAD, ON THE OUTSIDE OF A
 PS0436'CURVE IN A DIRT ROAD WITH TANGENTS LEADING SOUTH AND EAST, AT THE
 PS0436'CORNER OF SECTIONS 32 AND 33, T. 109 N., R. 75 W. AND
 PS0436'SECTIONS 4 AND 5, T. 108 N., R. 75 W., 131 FEET NORTHWEST OF THE
 PS0436'CENTER LINE OF THE ROAD, 26 FEET SOUTH OF THE CENTER LINE OF A
 PS0436'GATE IN THE NORTH-SOUTH FENCE, 1.3 FEET EAST OF A FENCE,
 PS0436'2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 PS0436'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 PS0436'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.5 MILE NORTH OF
 PS0436'MARK TT 31 D.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1986 ***********************************************************************
 PU1986  DESIGNATION -  Z 358
 PU1986  PID         -  PU1986
 PU1986  STATE/COUNTY-  SD/BUTTE
 PU1986  COUNTRY     -  US
 PU1986  USGS QUAD   -  BELLE FOURCHE (2017)
 PU1986
 PU1986                         *CURRENT SURVEY CONTROL
 PU1986  ______________________________________________________________________
 PU1986* NAD 83(1986) POSITION- 44 40 29.0    (N) 103 51 12.6    (W)   HD_HELD2
 PU1986* NAVD 88 ORTHO HEIGHT -   921.848 (meters)     3024.43  (feet) ADJUSTED
 PU1986  ______________________________________________________________________
 PU1986  GEOID HEIGHT    -        -15.342 (meters)                     GEOID18
 PU1986  DYNAMIC HEIGHT  -        921.594 (meters)     3023.60  (feet) COMP
 PU1986  MODELED GRAVITY -    980,311.0   (mgal)                       NAVD 88
 PU1986
 PU1986  VERT ORDER      -  FIRST     CLASS II
 PU1986
 PU1986.The horizontal coordinates were established by autonomous hand held GPS
 PU1986.observations and have an estimated accuracy of +/- 10 meters.
 PU1986
 PU1986.The orthometric height was determined by differential leveling and
 PU1986.adjusted by the NATIONAL GEODETIC SURVEY
 PU1986.in July 1998.
 PU1986
 PU1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1986.GEOID18 height accuracy estimate available here.
 PU1986
 PU1986.Click photographs - Photos may exist for this station.
 PU1986
 PU1986.The dynamic height is computed by dividing the NAVD 88
 PU1986.geopotential number by the normal gravity value computed on the
 PU1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1986.degrees latitude (g = 980.6199 gals.).
 PU1986
 PU1986.The modeled gravity was interpolated from observed gravity values.
 PU1986
 PU1986;                    North         East    Units  Estimated Accuracy
 PU1986;SPC SD N     -   100,767.      294,577.      MT  (+/- 10 meters HH2 GPS)
 PU1986
 PU1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9087147456(NAD 83)
 PU1986
 PU1986                          SUPERSEDED SURVEY CONTROL
 PU1986
 PU1986  NAVD 88 (06/15/91)  921.856  (m)         3024.46   (f) SUPERSEDED  1 2
 PU1986  NGVD 29 (??/??/92)  921.368  (m)         3022.85   (f) ADJ UNCH    1 2
 PU1986
 PU1986.Superseded values are not recommended for survey control.
 PU1986
 PU1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1986.See file dsdata.pdf to determine how the superseded data were derived.
 PU1986
 PU1986_MARKER: DB = BENCH MARK DISK
 PU1986_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PU1986_SP_SET: ABUTMENT
 PU1986_STAMPING: Z 358 1962
 PU1986_MARK LOGO: CGS
 PU1986_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU1986+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2023
 PU1986
 PU1986  HISTORY     - Date     Condition        Report By
 PU1986  HISTORY     - 1962     MONUMENTED       CGS
 PU1986  HISTORY     - 19960415 GOOD             NGS
 PU1986  HISTORY     - 19980928 GOOD             NGS
 PU1986  HISTORY     - 20230707 GOOD             USPSQD
 PU1986
 PU1986                          STATION DESCRIPTION
 PU1986
 PU1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1986'AT BELLE FOURCHE.
 PU1986'AT BELLE FOURCHE, 0.2 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE
 PU1986'JUNCTION OF STATE STREET, IN THE TOP OF THE EAST END OF THE
 PU1986'SOUTH CONCRETE WING WALL OF BRIDGE OVER THE BELLE FOURCHE RIVER,
 PU1986'33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT
 PU1986'NORTHEAST OF THE CONCRETE BASE OF A LIGHT POLE, AND ABOUT 1/2
 PU1986'FOOT HIGHER THAN THE HIGHWAY.
 PU1986
 PU1986                          STATION RECOVERY (1996)
 PU1986
 PU1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU1986'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE
 PU1986'IN BELLE FOURCHE, IN TOP OF AND 0.9 M (3.0 FT) WEST OF THE EAST END OF
 PU1986'THE SOUTHEAST CONCRETE WINGWALL OF A HIGHWAY BRIDGE SPANNING THE BELLE
 PU1986'FOURCHE RIVER, 304.0 M (997.4 FT) NORTH OF MILEPOST 56, 10.3 M (33.8
 PU1986'FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 PU1986'OF THE HIGHWAY.
 PU1986
 PU1986                          STATION RECOVERY (1998)
 PU1986
 PU1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1986'0.7 KM (0.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 PU1986'U.S. HIGHWAY 212 IN BELLE FOURCHE, IN TOP OF AND 0.9 M (3.0 FT) WEST
 PU1986'OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 PU1986'SPANNING THE BELLE FOURCHE RIVER, 10.3 M (33.8 FT) EAST OF THE HIGHWAY
 PU1986'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PU1986'NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
 PU1986
 PU1986                          STATION RECOVERY (2023)
 PU1986
 PU1986'RECOVERY NOTE BY US POWER SQUADRON 2023 (SMB)
 PU1986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PV0047 ***********************************************************************
 PV0047  DESIGNATION -  Z 359
 PV0047  PID         -  PV0047
 PV0047  STATE/COUNTY-  SD/BUTTE
 PV0047  COUNTRY     -  US
 PV0047  USGS QUAD   -  BEULAH (2017)
 PV0047
 PV0047                         *CURRENT SURVEY CONTROL
 PV0047  ______________________________________________________________________
 PV0047* NAD 83(1986) POSITION- 44 34 58.     (N) 104 00 42.     (W)   SCALED
 PV0047* NAVD 88 ORTHO HEIGHT -  1038.720 (meters)     3407.87  (feet) ADJUSTED
 PV0047  ______________________________________________________________________
 PV0047  GEOID HEIGHT    -        -14.698 (meters)                     GEOID18
 PV0047  DYNAMIC HEIGHT  -       1038.394 (meters)     3406.80  (feet) COMP
 PV0047  MODELED GRAVITY -    980,268.3   (mgal)                       NAVD 88
 PV0047
 PV0047  VERT ORDER      -  SECOND    CLASS 0
 PV0047
 PV0047.The horizontal coordinates were scaled from a map and have
 PV0047.an estimated accuracy of +/- 6 seconds.
 PV0047
 PV0047.The orthometric height was determined by differential leveling and
 PV0047.adjusted by the NATIONAL GEODETIC SURVEY
 PV0047.in June 1991.
 PV0047
 PV0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 PV0047.GEOID18 height accuracy estimate available here.
 PV0047
 PV0047.Click photographs - Photos may exist for this station.
 PV0047
 PV0047.The dynamic height is computed by dividing the NAVD 88
 PV0047.geopotential number by the normal gravity value computed on the
 PV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0047.degrees latitude (g = 980.6199 gals.).
 PV0047
 PV0047.The modeled gravity was interpolated from observed gravity values.
 PV0047
 PV0047;                    North         East    Units  Estimated Accuracy
 PV0047;SPC SD N     -    91,170.      281,550.      MT  (+/- 180 meters Scaled)
 PV0047
 PV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK784370(NAD 83)
 PV0047
 PV0047                          SUPERSEDED SURVEY CONTROL
 PV0047
 PV0047  NGVD 29 (??/??/92) 1038.190  (m)         3406.13   (f) ADJ UNCH    2 0
 PV0047
 PV0047.Superseded values are not recommended for survey control.
 PV0047
 PV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0047.See file dsdata.pdf to determine how the superseded data were derived.
 PV0047
 PV0047_MARKER: DB = BENCH MARK DISK
 PV0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0047_STAMPING: Z 359 1962
 PV0047_MARK LOGO: CGS
 PV0047_PROJECTION: PROJECTING 21 CENTIMETERS
 PV0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0047+STABILITY: SURFACE MOTION
 PV0047
 PV0047  HISTORY     - Date     Condition        Report By
 PV0047  HISTORY     - 1962     MONUMENTED       CGS
 PV0047
 PV0047                          STATION DESCRIPTION
 PV0047
 PV0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0047'13.2 MI SW FROM BELLE FOURCHE.
 PV0047'1.4 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE COURT HOUSE IN
 PV0047'BELLE FOURCHE, THENCE 7.5 MILE WEST ALONG STATE HIGHWAY 34,
 PV0047'THENCE 4.3 MILE SOUTH ALONG A GRAVEL ROAD, AT THE T JUNCTION
 PV0047'OF A GRAVEL ROAD, 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 PV0047'10.2 FEET EAST OF THE EXTENDED CENTERLINE OF A GRAVEL ROAD,
 PV0047'18.6 FEET WEST OF A TELEPHONE POLE, 3.8 FEET NORTHEAST OF THE
 PV0047'EAST END OF A WOODEN GATE POST, 1.6 FEET NORTH OF THE FENCE
 PV0047'LINE, 1.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PV0047'ROAD A CONCRETE POST PROJECTING 0.7 OF A FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0372 ***********************************************************************
 OR0372  DESIGNATION -  Z 36
 OR0372  PID         -  OR0372
 OR0372  STATE/COUNTY-  SD/BRULE
 OR0372  COUNTRY     -  US
 OR0372  USGS QUAD   -  CEDAR GROVE COLONY (2017)
 OR0372
 OR0372                         *CURRENT SURVEY CONTROL
 OR0372  ______________________________________________________________________
 OR0372* NAD 83(1986) POSITION- 43 32 39.     (N) 098 51 07.     (W)   SCALED
 OR0372* NAVD 88 ORTHO HEIGHT -   495.185 (meters)     1624.62  (feet) ADJUSTED
 OR0372  ______________________________________________________________________
 OR0372  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 OR0372  DYNAMIC HEIGHT  -        495.033 (meters)     1624.12  (feet) COMP
 OR0372  MODELED GRAVITY -    980,298.0   (mgal)                       NAVD 88
 OR0372
 OR0372  VERT ORDER      -  FIRST     CLASS II
 OR0372
 OR0372.The horizontal coordinates were scaled from a map and have
 OR0372.an estimated accuracy of +/- 6 seconds.
 OR0372
 OR0372.The orthometric height was determined by differential leveling and
 OR0372.adjusted by the NATIONAL GEODETIC SURVEY
 OR0372.in June 1991.
 OR0372
 OR0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0372.GEOID18 height accuracy estimate available here.
 OR0372
 OR0372.Click photographs - Photos may exist for this station.
 OR0372
 OR0372.The dynamic height is computed by dividing the NAVD 88
 OR0372.geopotential number by the normal gravity value computed on the
 OR0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0372.degrees latitude (g = 980.6199 gals.).
 OR0372
 OR0372.The modeled gravity was interpolated from observed gravity values.
 OR0372
 OR0372;                    North         East    Units  Estimated Accuracy
 OR0372;SPC SD S     -   135,580.      719,710.      MT  (+/- 180 meters Scaled)
 OR0372
 OR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP119212(NAD 83)
 OR0372
 OR0372                          SUPERSEDED SURVEY CONTROL
 OR0372
 OR0372  NGVD 29 (??/??/92)  494.839  (m)         1623.48   (f) ADJ UNCH    1 2
 OR0372
 OR0372.Superseded values are not recommended for survey control.
 OR0372
 OR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0372.See file dsdata.pdf to determine how the superseded data were derived.
 OR0372
 OR0372_MARKER: DB = BENCH MARK DISK
 OR0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OR0372_STAMPING: 1623.484 Z 36 1933
 OR0372_MARK LOGO: CGS
 OR0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0372+STABILITY: SURFACE MOTION
 OR0372
 OR0372  HISTORY     - Date     Condition        Report By
 OR0372  HISTORY     - 1933     MONUMENTED       CGS
 OR0372  HISTORY     - 1934     GOOD             CGS
 OR0372  HISTORY     - 20120521 MARK NOT FOUND   INDIV
 OR0372
 OR0372                          STATION DESCRIPTION
 OR0372
 OR0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OR0372'11.5 MI N FROM PLATTE.
 OR0372'IN BRULE COUNTY, 11-1/2 MILES NORTH ALONG U.S. HIGHWAY 281
 OR0372'FROM PLATTE, CHARLES MIX COUNTY, AT TORREY LAKE SCHOOL, 65
 OR0372'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 50 FEET
 OR0372'WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A
 OR0372'FENCE CORNER, AND 1.5 FEET EAST OF THE FENCE.  A STANDARD
 OR0372'DISK, STAMPED 1623.484 Z 36 1933 AND SET IN THE TOP OF A CONCRETE
 OR0372'POST PROJECTING 3 INCHES ABOVE GROUND.
 OR0372
 OR0372                          STATION RECOVERY (1934)
 OR0372
 OR0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OR0372'RECOVERED IN GOOD CONDITION.
 OR0372
 OR0372                          STATION RECOVERY (2012)
 OR0372
 OR0372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1239 ***********************************************************************
 PU1239  DESIGNATION -  Z 360
 PU1239  PID         -  PU1239
 PU1239  STATE/COUNTY-  SD/BUTTE
 PU1239  COUNTRY     -  US
 PU1239  USGS QUAD   -  NEWELL (2017)
 PU1239
 PU1239                         *CURRENT SURVEY CONTROL
 PU1239  ______________________________________________________________________
 PU1239* NAD 83(1986) POSITION- 44 43 22.     (N) 103 23 52.     (W)   SCALED
 PU1239* NAVD 88 ORTHO HEIGHT -   852.294 (meters)     2796.23  (feet) ADJUSTED
 PU1239  ______________________________________________________________________
 PU1239  GEOID HEIGHT    -        -16.420 (meters)                     GEOID18
 PU1239  DYNAMIC HEIGHT  -        852.079 (meters)     2795.53  (feet) COMP
 PU1239  MODELED GRAVITY -    980,337.0   (mgal)                       NAVD 88
 PU1239
 PU1239  VERT ORDER      -  FIRST     CLASS II
 PU1239
 PU1239.The horizontal coordinates were scaled from a map and have
 PU1239.an estimated accuracy of +/- 6 seconds.
 PU1239
 PU1239.The orthometric height was determined by differential leveling and
 PU1239.adjusted by the NATIONAL GEODETIC SURVEY
 PU1239.in July 1998.
 PU1239
 PU1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1239.GEOID18 height accuracy estimate available here.
 PU1239
 PU1239.Click photographs - Photos may exist for this station.
 PU1239
 PU1239.The dynamic height is computed by dividing the NAVD 88
 PU1239.geopotential number by the normal gravity value computed on the
 PU1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1239.degrees latitude (g = 980.6199 gals.).
 PU1239
 PU1239.The modeled gravity was interpolated from observed gravity values.
 PU1239
 PU1239;                    North         East    Units  Estimated Accuracy
 PU1239;SPC SD N     -   104,490.      330,900.      MT  (+/- 180 meters Scaled)
 PU1239
 PU1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK268534(NAD 83)
 PU1239
 PU1239                          SUPERSEDED SURVEY CONTROL
 PU1239
 PU1239  NAVD 88 (06/15/91)  852.291  (m)         2796.22   (f) SUPERSEDED  1 2
 PU1239  NGVD 29 (??/??/92)  851.818  (m)         2794.67   (f) ADJ UNCH    1 2
 PU1239
 PU1239.Superseded values are not recommended for survey control.
 PU1239
 PU1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1239.See file dsdata.pdf to determine how the superseded data were derived.
 PU1239
 PU1239_MARKER: DB = BENCH MARK DISK
 PU1239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PU1239_SP_SET: WINGWALL
 PU1239_STAMPING: Z 360 1962
 PU1239_MARK LOGO: CGS
 PU1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1239+STABILITY: SURFACE MOTION
 PU1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1239+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU1239
 PU1239  HISTORY     - Date     Condition        Report By
 PU1239  HISTORY     - 1962     MONUMENTED       CGS
 PU1239  HISTORY     - 1963     GOOD             CGS
 PU1239  HISTORY     - 19951116 GOOD             NGS
 PU1239
 PU1239                          STATION DESCRIPTION
 PU1239
 PU1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1239'1.6 MI NE FROM NEWELL.
 PU1239'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1239'SCHOOL AT NEWELL, SET IN THE TOP OF THE NORTHWEST END OF THE
 PU1239'NORTHEAST CONCRETE ABUTMENT OF A 150-FOOT CONCRETE BRIDGE OVER
 PU1239'DRY CREEK, 19 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PU1239'AND ABOUT LEVEL WITH THE HIGHWAY.
 PU1239
 PU1239                          STATION RECOVERY (1995)
 PU1239
 PU1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1239'2.7 KM (1.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PU1239'JUNCTION OF STATE HIGHWAY 79 IN NEWELL, IN THE NORTHWEST CONCRETE
 PU1239'WINGWALL OF HIGHWAY BRIDGE NUMBER 40.63 SPANNING DRY CREEK, 1003.0 M
 PU1239'(3290.7 FT) EAST OF MILEPOST 40, AND 5.7 M (18.7 FT) NORTHWEST OF AND
 PU1239'LEVEL WITH THE HIGHWAY CENTERLINE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1562 ***********************************************************************
 PU1562  DESIGNATION -  Z 361
 PU1562  PID         -  PU1562
 PU1562  STATE/COUNTY-  SD/PENNINGTON
 PU1562  COUNTRY     -  US
 PU1562  USGS QUAD   -  BOX ELDER (2017)
 PU1562
 PU1562                         *CURRENT SURVEY CONTROL
 PU1562  ______________________________________________________________________
 PU1562* NAD 83(1986) POSITION- 44 02 26.     (N) 103 03 43.     (W)   SCALED
 PU1562* NAVD 88 ORTHO HEIGHT -   964.800 (meters)     3165.35  (feet) ADJUSTED
 PU1562  ______________________________________________________________________
 PU1562  GEOID HEIGHT    -        -16.737 (meters)                     GEOID18
 PU1562  DYNAMIC HEIGHT  -        964.466 (meters)     3164.25  (feet) COMP
 PU1562  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 PU1562
 PU1562  VERT ORDER      -  FIRST     CLASS II
 PU1562
 PU1562.This mark is at Rapid City Airport (RAP)
 PU1562
 PU1562.The horizontal coordinates were scaled from a map and have
 PU1562.an estimated accuracy of +/- 6 seconds.
 PU1562
 PU1562.The orthometric height was determined by differential leveling and
 PU1562.adjusted by the NATIONAL GEODETIC SURVEY
 PU1562.in June 1991.
 PU1562
 PU1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1562.GEOID18 height accuracy estimate available here.
 PU1562
 PU1562.Click photographs - Photos may exist for this station.
 PU1562
 PU1562.The dynamic height is computed by dividing the NAVD 88
 PU1562.geopotential number by the normal gravity value computed on the
 PU1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1562.degrees latitude (g = 980.6199 gals.).
 PU1562
 PU1562.The modeled gravity was interpolated from observed gravity values.
 PU1562
 PU1562;                    North         East    Units  Estimated Accuracy
 PU1562;SPC SD S     -   193,250.      381,350.      MT  (+/- 180 meters Scaled)
 PU1562
 PU1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ552782(NAD 83)
 PU1562
 PU1562                          SUPERSEDED SURVEY CONTROL
 PU1562
 PU1562  NGVD 29 (??/??/92)  964.327  (m)         3163.80   (f) ADJ UNCH    1 2
 PU1562
 PU1562.Superseded values are not recommended for survey control.
 PU1562
 PU1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1562.See file dsdata.pdf to determine how the superseded data were derived.
 PU1562
 PU1562_MARKER: DB = BENCH MARK DISK
 PU1562_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU1562+WITH SETTING: PAVEMENT
 PU1562_SP_SET: TOWER FOUNDATION
 PU1562_STAMPING: Z 361 1962
 PU1562_MARK LOGO: CGS
 PU1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1562+STABILITY: SURFACE MOTION
 PU1562
 PU1562  HISTORY     - Date     Condition        Report By
 PU1562  HISTORY     - 1962     MONUMENTED       CGS
 PU1562  HISTORY     - 1962     GOOD             CGS
 PU1562  HISTORY     - 1985     GOOD             NGS
 PU1562  HISTORY     - 20110429 MARK NOT FOUND   INDIV
 PU1562
 PU1562                          STATION DESCRIPTION
 PU1562
 PU1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1562'10.8 MI E FROM RAPID CITY.
 PU1562'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1562'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1562'STATION AT RAPID CITY, THENCE 1.5 MILES NORTHEAST ALONG COUNTY
 PU1562'ROAD 435 TO THE MUNICIPAL AIRPORT, 290 1/2 FEET SOUTHWEST OF THE
 PU1562'WEST CORNER OF THE ADMINISTRATION BUILDING, AND SET IN THE TOP
 PU1562'OF THE NORTHEAST CORNER OF THE NORTH CONCRETE FOUNDATION
 PU1562'SUPPORTING THE NORTH LEG OF THE AIRPORT WATER TOWER, AND
 PU1562'PROJECTING 8-INCHES.
 PU1562
 PU1562                          STATION RECOVERY (1962)
 PU1562
 PU1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1562'RECOVERED IN GOOD CONDITION.
 PU1562
 PU1562                          STATION RECOVERY (1985)
 PU1562
 PU1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PU1562'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 PU1562'THE DESCRIPTION IS ADEQUATE.
 PU1562
 PU1562                          STATION RECOVERY (2011)
 PU1562
 PU1562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 PU1562'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1555 ***********************************************************************
 PU1555  DESIGNATION -  Z 362
 PU1555  PID         -  PU1555
 PU1555  STATE/COUNTY-  SD/PENNINGTON
 PU1555  COUNTRY     -  US
 PU1555  USGS QUAD   -  RAPID CITY EAST (2017)
 PU1555
 PU1555                         *CURRENT SURVEY CONTROL
 PU1555  ______________________________________________________________________
 PU1555* NAD 83(1986) POSITION- 44 00 32.     (N) 103 08 22.     (W)   SCALED
 PU1555* NAVD 88 ORTHO HEIGHT -   959.219 (meters)     3147.04  (feet) ADJUSTED
 PU1555  ______________________________________________________________________
 PU1555  GEOID HEIGHT    -        -16.379 (meters)                     GEOID18
 PU1555  DYNAMIC HEIGHT  -        958.878 (meters)     3145.92  (feet) COMP
 PU1555  MODELED GRAVITY -    980,231.0   (mgal)                       NAVD 88
 PU1555
 PU1555  VERT ORDER      -  FIRST     CLASS II
 PU1555
 PU1555.The horizontal coordinates were scaled from a map and have
 PU1555.an estimated accuracy of +/- 6 seconds.
 PU1555
 PU1555.The orthometric height was determined by differential leveling and
 PU1555.adjusted by the NATIONAL GEODETIC SURVEY
 PU1555.in June 1991.
 PU1555
 PU1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1555.GEOID18 height accuracy estimate available here.
 PU1555
 PU1555.Click photographs - Photos may exist for this station.
 PU1555
 PU1555.The dynamic height is computed by dividing the NAVD 88
 PU1555.geopotential number by the normal gravity value computed on the
 PU1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1555.degrees latitude (g = 980.6199 gals.).
 PU1555
 PU1555.The modeled gravity was interpolated from observed gravity values.
 PU1555
 PU1555;                    North         East    Units  Estimated Accuracy
 PU1555;SPC SD S     -   189,940.      375,030.      MT  (+/- 180 meters Scaled)
 PU1555
 PU1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ491745(NAD 83)
 PU1555
 PU1555                          SUPERSEDED SURVEY CONTROL
 PU1555
 PU1555  NGVD 29 (??/??/92)  958.730  (m)         3145.43   (f) ADJ UNCH    1 2
 PU1555
 PU1555.Superseded values are not recommended for survey control.
 PU1555
 PU1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1555.See file dsdata.pdf to determine how the superseded data were derived.
 PU1555
 PU1555_MARKER: DB = BENCH MARK DISK
 PU1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1555_STAMPING: Z 362 1962
 PU1555_MARK LOGO: CGS
 PU1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1555+STABILITY: SURFACE MOTION
 PU1555
 PU1555  HISTORY     - Date     Condition        Report By
 PU1555  HISTORY     - 1962     MONUMENTED       CGS
 PU1555
 PU1555                          STATION DESCRIPTION
 PU1555
 PU1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1555'9.1 MI SE FROM RAPID CITY.
 PU1555'ABOUT 5.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PU1555'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1555'STATION AT RAPID CITY, THENCE 3.25 MILES SOUTH AND WEST ALONG A
 PU1555'GRAVELED ROAD, IN SECTION 34, T 1 N, R 8 E, 0.55 MILE SOUTHWEST
 PU1555'OF A LARGE ABANDONED BARN AND WOODEN SILO, 63 FEET SOUTH OF THE
 PU1555'CENTER OF A CROSSING WITH THE CHICAGO AND NORTH WESTERN RAILWAY,
 PU1555'20 FEET NORTHWEST OF THE TENTH TELEPHONE POLE NORTHWEST OF MILE
 PU1555'POST 92, 40 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 63 FEET
 PU1555'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTHEAST OF A
 PU1555'FENCE CORNER POST, 4 FEET NORTHEAST OF A FENCE, 1.8 FEET SOUTH
 PU1555'OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE RAIL, AND SET
 PU1555'IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0245 ***********************************************************************
 OT0245  DESIGNATION -  Z 363
 OT0245  PID         -  OT0245
 OT0245  STATE/COUNTY-  SD/PENNINGTON
 OT0245  COUNTRY     -  US
 OT0245  USGS QUAD   -  SCENIC (2017)
 OT0245
 OT0245                         *CURRENT SURVEY CONTROL
 OT0245  ______________________________________________________________________
 OT0245* NAD 83(1986) POSITION- 43 48 51.     (N) 102 35 54.     (W)   SCALED
 OT0245* NAVD 88 ORTHO HEIGHT -   829.072 (meters)     2720.05  (feet) ADJUSTED
 OT0245  ______________________________________________________________________
 OT0245  GEOID HEIGHT    -        -18.000 (meters)                     GEOID18
 OT0245  DYNAMIC HEIGHT  -        828.803 (meters)     2719.16  (feet) COMP
 OT0245  MODELED GRAVITY -    980,266.1   (mgal)                       NAVD 88
 OT0245
 OT0245  VERT ORDER      -  FIRST     CLASS II
 OT0245
 OT0245.The horizontal coordinates were scaled from a map and have
 OT0245.an estimated accuracy of +/- 6 seconds.
 OT0245
 OT0245.The orthometric height was determined by differential leveling and
 OT0245.adjusted by the NATIONAL GEODETIC SURVEY
 OT0245.in June 1991.
 OT0245
 OT0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0245.GEOID18 height accuracy estimate available here.
 OT0245
 OT0245.Click photographs - Photos may exist for this station.
 OT0245
 OT0245.The dynamic height is computed by dividing the NAVD 88
 OT0245.geopotential number by the normal gravity value computed on the
 OT0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0245.degrees latitude (g = 980.6199 gals.).
 OT0245
 OT0245.The modeled gravity was interpolated from observed gravity values.
 OT0245
 OT0245;                    North         East    Units  Estimated Accuracy
 OT0245;SPC SD S     -   166,990.      417,810.      MT  (+/- 180 meters Scaled)
 OT0245
 OT0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ931540(NAD 83)
 OT0245
 OT0245                          SUPERSEDED SURVEY CONTROL
 OT0245
 OT0245  NGVD 29 (??/??/92)  828.605  (m)         2718.51   (f) ADJ UNCH    1 2
 OT0245
 OT0245.Superseded values are not recommended for survey control.
 OT0245
 OT0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0245.See file dsdata.pdf to determine how the superseded data were derived.
 OT0245
 OT0245_MARKER: DB = BENCH MARK DISK
 OT0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0245_STAMPING: Z 363 1962
 OT0245_MARK LOGO: CGS
 OT0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0245+STABILITY: SURFACE MOTION
 OT0245
 OT0245  HISTORY     - Date     Condition        Report By
 OT0245  HISTORY     - 1962     MONUMENTED       CGS
 OT0245
 OT0245                          STATION DESCRIPTION
 OT0245
 OT0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0245'3.4 MI NW FROM SCENIC.
 OT0245'ABOUT 3.35 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OT0245'PAUL AND PACIFIC RAILROAD FROM THE POST OFFICE AT SCENIC,
 OT0245'IN SECTION 6, T 3 S, R 13 E, 0.45 MILE SOUTHEAST OF MILE POST
 OT0245'622, 164 FEET NORTH-NORTHWEST OF NORTH-NORTHWEST CORNER OF
 OT0245'TRESTLE NUMBER W 264, 94 FEET NORTHEAST OF THE NORTHEAST
 OT0245'RAIL, 17 FEET NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST
 OT0245'OF A FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, 2 1/2
 OT0245'FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 OT0245'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0449 ***********************************************************************
 OS0449  DESIGNATION -  Z 364
 OS0449  PID         -  OS0449
 OS0449  STATE/COUNTY-  SD/JACKSON
 OS0449  COUNTRY     -  US
 OS0449  USGS QUAD   -  KADOKA (2017)
 OS0449
 OS0449                         *CURRENT SURVEY CONTROL
 OS0449  ______________________________________________________________________
 OS0449* NAD 83(1986) POSITION- 43 48 18.     (N) 101 33 19.     (W)   SCALED
 OS0449* NAVD 88 ORTHO HEIGHT -   720.961 (meters)     2365.35  (feet) ADJUSTED
 OS0449  ______________________________________________________________________
 OS0449  GEOID HEIGHT    -        -21.436 (meters)                     GEOID18
 OS0449  DYNAMIC HEIGHT  -        720.728 (meters)     2364.59  (feet) COMP
 OS0449  MODELED GRAVITY -    980,272.8   (mgal)                       NAVD 88
 OS0449
 OS0449  VERT ORDER      -  FIRST     CLASS II
 OS0449
 OS0449.The horizontal coordinates were scaled from a map and have
 OS0449.an estimated accuracy of +/- 6 seconds.
 OS0449
 OS0449.The orthometric height was determined by differential leveling and
 OS0449.adjusted by the NATIONAL GEODETIC SURVEY
 OS0449.in June 1991.
 OS0449
 OS0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0449.GEOID18 height accuracy estimate available here.
 OS0449
 OS0449.Click photographs - Photos may exist for this station.
 OS0449
 OS0449.The dynamic height is computed by dividing the NAVD 88
 OS0449.geopotential number by the normal gravity value computed on the
 OS0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0449.degrees latitude (g = 980.6199 gals.).
 OS0449
 OS0449.The modeled gravity was interpolated from observed gravity values.
 OS0449
 OS0449;                    North         East    Units  Estimated Accuracy
 OS0449;SPC SD S     -   164,210.      501,680.      MT  (+/- 180 meters Scaled)
 OS0449
 OS0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP944533(NAD 83)
 OS0449
 OS0449                          SUPERSEDED SURVEY CONTROL
 OS0449
 OS0449  NGVD 29 (??/??/92)  720.506  (m)         2363.86   (f) ADJ UNCH    1 2
 OS0449
 OS0449.Superseded values are not recommended for survey control.
 OS0449
 OS0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0449.See file dsdata.pdf to determine how the superseded data were derived.
 OS0449
 OS0449_MARKER: DB = BENCH MARK DISK
 OS0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OS0449_STAMPING: Z 364 1962
 OS0449_MARK LOGO: CGS
 OS0449_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0449_ROD/PIPE-DEPTH: 3.7 meters
 OS0449
 OS0449  HISTORY     - Date     Condition        Report By
 OS0449  HISTORY     - 1962     MONUMENTED       CGS
 OS0449
 OS0449                          STATION DESCRIPTION
 OS0449
 OS0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0449'3 MI W FROM KADOKA.
 OS0449'ABOUT 3.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0449'AND PACIFIC RAILROAD FROM THE STATION AT KADOKA, IN SECTION 12,
 OS0449'T 3 S, R 21 E, 58 FEET NORTHEAST OF THE 10TH TELEPHONE POLE
 OS0449'NORTHEAST OF MILE POST 565, IN LINE WITH ROW OF POLES, 73 FEET
 OS0449'NORTHWEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 38 FEET
 OS0449'SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET SOUTHWEST OF A METAL
 OS0449'WITNESS POST, ABOUT 8 FEET BELOW THE RAILS, ABOUT LEVEL WITH ROAD,
 OS0449'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 OS0449'TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 OS0449'PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0037 ***********************************************************************
 OT0037  DESIGNATION -  Z 365
 OT0037  PID         -  OT0037
 OT0037  STATE/COUNTY-  SD/PENNINGTON
 OT0037  COUNTRY     -  US
 OT0037  USGS QUAD   -  WALL (2017)
 OT0037
 OT0037                         *CURRENT SURVEY CONTROL
 OT0037  ______________________________________________________________________
 OT0037* NAD 83(1986) POSITION- 43 58 50.     (N) 102 14 23.     (W)   SCALED
 OT0037* NAVD 88 ORTHO HEIGHT -   866.565 (meters)     2843.06  (feet) ADJUSTED
 OT0037  ______________________________________________________________________
 OT0037  GEOID HEIGHT    -        -19.008 (meters)                     GEOID18
 OT0037  DYNAMIC HEIGHT  -        866.297 (meters)     2842.18  (feet) COMP
 OT0037  MODELED GRAVITY -    980,279.6   (mgal)                       NAVD 88
 OT0037
 OT0037  VERT ORDER      -  SECOND    CLASS 0
 OT0037
 OT0037.The horizontal coordinates were scaled from a map and have
 OT0037.an estimated accuracy of +/- 6 seconds.
 OT0037
 OT0037.The orthometric height was determined by differential leveling and
 OT0037.adjusted by the NATIONAL GEODETIC SURVEY
 OT0037.in June 1991.
 OT0037
 OT0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0037.GEOID18 height accuracy estimate available here.
 OT0037
 OT0037.Click photographs - Photos may exist for this station.
 OT0037
 OT0037.The dynamic height is computed by dividing the NAVD 88
 OT0037.geopotential number by the normal gravity value computed on the
 OT0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0037.degrees latitude (g = 980.6199 gals.).
 OT0037
 OT0037.The modeled gravity was interpolated from observed gravity values.
 OT0037
 OT0037;                    North         East    Units  Estimated Accuracy
 OT0037;SPC SD S     -   184,750.      447,070.      MT  (+/- 180 meters Scaled)
 OT0037
 OT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ213734(NAD 83)
 OT0037
 OT0037                          SUPERSEDED SURVEY CONTROL
 OT0037
 OT0037  NGVD 29 (??/??/92)  866.103  (m)         2841.54   (f) ADJ UNCH    2 0
 OT0037
 OT0037.Superseded values are not recommended for survey control.
 OT0037
 OT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0037.See file dsdata.pdf to determine how the superseded data were derived.
 OT0037
 OT0037_MARKER: DB = BENCH MARK DISK
 OT0037_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OT0037_SP_SET: BOX CULVERT HEADWALL
 OT0037_STAMPING: Z 365 1962
 OT0037_MARK LOGO: CGS
 OT0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0037+STABILITY: SURFACE MOTION
 OT0037
 OT0037  HISTORY     - Date     Condition        Report By
 OT0037  HISTORY     - 1962     MONUMENTED       CGS
 OT0037  HISTORY     - 19910715 MARK NOT FOUND   NGS
 OT0037
 OT0037                          STATION DESCRIPTION
 OT0037
 OT0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0037'1 MI S FROM WALL.
 OT0037'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0037'AT WALL, THENCE 0.2 MILE EAST ALONG INTERSTATE HIGHWAY 90,
 OT0037'THENCE 0.55 MILE SOUTH ALONG U.S. HIGHWAY 16 ALTERNATE, IN
 OT0037'SECTION 16, T 1 S, R 16 E, 222 FEET NORTH OF THE EXTENDED
 OT0037'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 20 1/2 FEET WEST
 OT0037'OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP AND CENTER
 OT0037'OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT.
 OT0037
 OT0037                          STATION RECOVERY (1991)
 OT0037
 OT0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0037'THE DESCRIBED HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0315 ***********************************************************************
 PU0315  DESIGNATION -  Z 366
 PU0315  PID         -  PU0315
 PU0315  STATE/COUNTY-  SD/PENNINGTON
 PU0315  COUNTRY     -  US
 PU0315  USGS QUAD   -  WASTA (2017)
 PU0315
 PU0315                         *CURRENT SURVEY CONTROL
 PU0315  ______________________________________________________________________
 PU0315* NAD 83(1986) POSITION- 44 04 00.     (N) 102 26 42.     (W)   SCALED
 PU0315* NAVD 88 ORTHO HEIGHT -   707.591 (meters)     2321.49  (feet) ADJUSTED
 PU0315  ______________________________________________________________________
 PU0315  GEOID HEIGHT    -        -18.492 (meters)                     GEOID18
 PU0315  DYNAMIC HEIGHT  -        707.400 (meters)     2320.86  (feet) COMP
 PU0315  MODELED GRAVITY -    980,325.0   (mgal)                       NAVD 88
 PU0315
 PU0315  VERT ORDER      -  FIRST     CLASS II
 PU0315
 PU0315.The horizontal coordinates were scaled from a map and have
 PU0315.an estimated accuracy of +/- 6 seconds.
 PU0315
 PU0315.The orthometric height was determined by differential leveling and
 PU0315.adjusted by the NATIONAL GEODETIC SURVEY
 PU0315.in September 1993.
 PU0315
 PU0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0315.GEOID18 height accuracy estimate available here.
 PU0315
 PU0315.Click photographs - Photos may exist for this station.
 PU0315
 PU0315.The dynamic height is computed by dividing the NAVD 88
 PU0315.geopotential number by the normal gravity value computed on the
 PU0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0315.degrees latitude (g = 980.6199 gals.).
 PU0315
 PU0315.The modeled gravity was interpolated from observed gravity values.
 PU0315
 PU0315;                    North         East    Units  Estimated Accuracy
 PU0315;SPC SD S     -   194,710.      430,850.      MT  (+/- 180 meters Scaled)
 PU0315
 PU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ046824(NAD 83)
 PU0315
 PU0315                          SUPERSEDED SURVEY CONTROL
 PU0315
 PU0315  NAVD 88 (06/15/91)  707.665  (m)         2321.73   (f) SUPERSEDED  1 2
 PU0315  NGVD 29 (??/??/92)  707.234  (m)         2320.32   (f) ADJ UNCH    1 2
 PU0315
 PU0315.Superseded values are not recommended for survey control.
 PU0315
 PU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0315.See file dsdata.pdf to determine how the superseded data were derived.
 PU0315
 PU0315_MARKER: DB = BENCH MARK DISK
 PU0315_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PU0315+WITH SETTING: PAVEMENT
 PU0315_SP_SET: PLATFORM
 PU0315_STAMPING: Z 366 1962
 PU0315_MARK LOGO: CGS
 PU0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0315+STABILITY: SURFACE MOTION
 PU0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PU0315+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2020
 PU0315
 PU0315  HISTORY     - Date     Condition        Report By
 PU0315  HISTORY     - 1962     MONUMENTED       CGS
 PU0315  HISTORY     - 19910715 GOOD             NGS
 PU0315  HISTORY     - 20120709 GOOD             INDIV
 PU0315  HISTORY     - 20200109 GOOD             USPSQD
 PU0315
 PU0315                          STATION DESCRIPTION
 PU0315
 PU0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0315'AT WASTA.
 PU0315'AT WASTA, 112 1/2 FEET SOUTH OF THE SOUTH CORNER OF THE CHICAGO
 PU0315'AND NORTH WESTERN RAILWAY STATION, 182 FEET EAST OF MILEPOST
 PU0315'605, AT THE TRI-STATE MILLING COMPANY ELEVATOR, 61 FEET SOUTHEAST
 PU0315'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 8 FEET SOUTHEAST OF THE
 PU0315'SOUTHEAST RAIL OF A SIDE TRACK, SET IN THE TOP OF NORTHWEST
 PU0315'SIDE OF A CONCRETE FOUNDATION SUPPORTING 2 METAL TANKS, 2.0
 PU0315'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE FOUNDATION AND ABOUT
 PU0315'18 INCHES ABOVE THE GROUND.
 PU0315
 PU0315                          STATION RECOVERY (1991)
 PU0315
 PU0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PU0315'0.2 KM (0.10 MI) NORTHEASTERLY ALONG THE CHICAGO AND NORTHWESTERN
 PU0315'RAILROAD FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 IN WASTA, NEAR
 PU0315'THE NORTHWEST EDGE OF A CONCRETE PLATFORM SUPPORTING A STORAGE TANK
 PU0315'AT THE WASTA GRAIN ELEVATOR, 18.5 M (60.7 FT) SOUTHEAST OF THE NEAR
 PU0315'RAIL, 8.3 M (27.2 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 PU0315'PLATFORM, 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST EDGE, AND 0.3 M
 PU0315'(1.0 FT) ABOVE THE LEVEL OF THE TRACK.
 PU0315
 PU0315                          STATION RECOVERY (2012)
 PU0315
 PU0315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0315'RECOVERED IN GOOD CONDITION.
 PU0315
 PU0315                          STATION RECOVERY (2020)
 PU0315
 PU0315'RECOVERY NOTE BY US POWER SQUADRON 2020 (LJG)
 PU0315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0432 ***********************************************************************
 PU0432  DESIGNATION -  Z 367
 PU0432  PID         -  PU0432
 PU0432  STATE/COUNTY-  SD/PENNINGTON
 PU0432  COUNTRY     -  US
 PU0432  USGS QUAD   -  RAINY CREEK (2017)
 PU0432
 PU0432                         *CURRENT SURVEY CONTROL
 PU0432  ______________________________________________________________________
 PU0432* NAD 83(1986) POSITION- 44 13 15.     (N) 102 12 31.     (W)   SCALED
 PU0432* NAVD 88 ORTHO HEIGHT -   813.759 (meters)     2669.81  (feet) ADJUSTED
 PU0432  ______________________________________________________________________
 PU0432  GEOID HEIGHT    -        -19.264 (meters)                     GEOID18
 PU0432  DYNAMIC HEIGHT  -        813.523 (meters)     2669.03  (feet) COMP
 PU0432  MODELED GRAVITY -    980,301.1   (mgal)                       NAVD 88
 PU0432
 PU0432  VERT ORDER      -  SECOND    CLASS 0
 PU0432
 PU0432.The horizontal coordinates were scaled from a map and have
 PU0432.an estimated accuracy of +/- 6 seconds.
 PU0432
 PU0432.The orthometric height was determined by differential leveling and
 PU0432.adjusted by the NATIONAL GEODETIC SURVEY
 PU0432.in June 1991.
 PU0432
 PU0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0432.GEOID18 height accuracy estimate available here.
 PU0432
 PU0432.Click photographs - Photos may exist for this station.
 PU0432
 PU0432.The dynamic height is computed by dividing the NAVD 88
 PU0432.geopotential number by the normal gravity value computed on the
 PU0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0432.degrees latitude (g = 980.6199 gals.).
 PU0432
 PU0432.The modeled gravity was interpolated from observed gravity values.
 PU0432
 PU0432;                    North         East    Units  Estimated Accuracy
 PU0432;SPC SD S     -   211,380.      450,170.      MT  (+/- 180 meters Scaled)
 PU0432
 PU0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK229001(NAD 83)
 PU0432
 PU0432                          SUPERSEDED SURVEY CONTROL
 PU0432
 PU0432  NGVD 29 (??/??/92)  813.294  (m)         2668.28   (f) ADJ UNCH    2 0
 PU0432
 PU0432.Superseded values are not recommended for survey control.
 PU0432
 PU0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0432.See file dsdata.pdf to determine how the superseded data were derived.
 PU0432
 PU0432_MARKER: DB = BENCH MARK DISK
 PU0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU0432_SP_SET: FOUNDATION
 PU0432_STAMPING: Z 367 1962
 PU0432_MARK LOGO: CGS
 PU0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0432
 PU0432  HISTORY     - Date     Condition        Report By
 PU0432  HISTORY     - 1962     MONUMENTED       CGS
 PU0432
 PU0432                          STATION DESCRIPTION
 PU0432
 PU0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0432'2.4 MI S FROM CREIGHTON.
 PU0432'ABOUT 2.35 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0432'AND SERVICE STATION AT CREIGHTON, 0.35 MILE SOUTH OF A ROAD
 PU0432'INTERSECTION, AT THE SOUTHEAST CORNER OF THE CREIGHTON COMMUNITY
 PU0432'HALL, 144 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTH
 PU0432'OF THE SOUTHEAST CORNER OF THE COMMUNITY HALL, 1.7 FEET ABOVE
 PU0432'THE GROUND, AND SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 PU0432'FOUNDATION OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1780 ***********************************************************************
 PU1780  DESIGNATION -  Z 368
 PU1780  PID         -  PU1780
 PU1780  STATE/COUNTY-  SD/BUTTE
 PU1780  COUNTRY     -  US
 PU1780  USGS QUAD   -  MUD BUTTES (2017)
 PU1780
 PU1780                         *CURRENT SURVEY CONTROL
 PU1780  ______________________________________________________________________
 PU1780* NAD 83(1986) POSITION- 44 50 12.5    (N) 103 50 24.8    (W)   HD_HELD2
 PU1780* NAVD 88 ORTHO HEIGHT -   921.870 (meters)     3024.50  (feet) ADJUSTED
 PU1780  ______________________________________________________________________
 PU1780  GEOID HEIGHT    -        -15.697 (meters)                     GEOID18
 PU1780  DYNAMIC HEIGHT  -        921.627 (meters)     3023.70  (feet) COMP
 PU1780  MODELED GRAVITY -    980,322.5   (mgal)                       NAVD 88
 PU1780
 PU1780  VERT ORDER      -  FIRST     CLASS II
 PU1780
 PU1780.The horizontal coordinates were established by autonomous hand held GPS
 PU1780.observations and have an estimated accuracy of +/- 10 meters.
 PU1780
 PU1780.The orthometric height was determined by differential leveling and
 PU1780.adjusted by the NATIONAL GEODETIC SURVEY
 PU1780.in April 2000.
 PU1780
 PU1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1780.GEOID18 height accuracy estimate available here.
 PU1780
 PU1780.Click photographs - Photos may exist for this station.
 PU1780
 PU1780.The dynamic height is computed by dividing the NAVD 88
 PU1780.geopotential number by the normal gravity value computed on the
 PU1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1780.degrees latitude (g = 980.6199 gals.).
 PU1780
 PU1780.The modeled gravity was interpolated from observed gravity values.
 PU1780
 PU1780;                    North         East    Units  Estimated Accuracy
 PU1780;SPC SD N     -   118,708.      296,483.      MT  (+/- 10 meters HH2 GPS)
 PU1780
 PU1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK9166765476(NAD 83)
 PU1780
 PU1780                          SUPERSEDED SURVEY CONTROL
 PU1780
 PU1780  NAVD 88 (06/15/91)  921.786  (m)         3024.23   (f) SUPERSEDED  1 2
 PU1780  NGVD 29 (??/??/92)  921.303  (m)         3022.64   (f) ADJ UNCH    1 2
 PU1780
 PU1780.Superseded values are not recommended for survey control.
 PU1780
 PU1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1780.See file dsdata.pdf to determine how the superseded data were derived.
 PU1780
 PU1780_MARKER: DB = BENCH MARK DISK
 PU1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1780_STAMPING: Z 368 1962
 PU1780_MARK LOGO: CGS
 PU1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1780+STABILITY: SURFACE MOTION
 PU1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1780+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1998
 PU1780
 PU1780  HISTORY     - Date     Condition        Report By
 PU1780  HISTORY     - 1962     MONUMENTED       CGS
 PU1780  HISTORY     - 1962     GOOD             CGS
 PU1780  HISTORY     - 19980920 GOOD             NGS
 PU1780
 PU1780                          STATION DESCRIPTION
 PU1780
 PU1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1780'11.7 MI N FROM BELLE FOURCHE.
 PU1780'ABOUT 11.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND
 PU1780'NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, AT A Y ROAD JUNCTION
 PU1780'IN SECTION 2, T 10 N, R 2 E, 94 FEET WEST OF THE CENTER LINE OF THE
 PU1780'HIGHWAY, 46 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED
 PU1780'ROAD, 25 FEET NORTH OF A TELEPHONE POLE, 2 1/2 FEET SOUTHWEST OF A
 PU1780'FENCE, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 PU1780'WITH THE HIGHWAY AND THE GRAVELED ROAD, AND SET IN THE TOP OF A
 PU1780'CONCRETE POST PROJECTING 6-INCHES.
 PU1780
 PU1780                          STATION RECOVERY (1962)
 PU1780
 PU1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 PU1780'RECOVERED IN GOOD CONDITION.
 PU1780
 PU1780                          STATION RECOVERY (1998)
 PU1780
 PU1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PU1780'17.6 KM (10.95 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 PU1780'OF U.S. HIGHWAY 212 IN BELLE FOURCHE, 755.0 M (2477.0 FT) SOUTH OF
 PU1780'MILEPOST 68, 68.8 M (225.7 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY
 PU1780'CENTERLINE, 6.8 M (22.3 FT) NORTHEAST OF THE CENTER OF A GRAVELED
 PU1780'ROAD, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.6 M (2.0 FT) SOUTHEAST OF
 PU1780'A WITNESS POST, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND THE
 PU1780'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 PU1780'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0204 ***********************************************************************
 OS0204  DESIGNATION -  Z 369
 OS0204  PID         -  OS0204
 OS0204  STATE/COUNTY-  SD/JONES
 OS0204  COUNTRY     -  US
 OS0204  USGS QUAD   -  OKATON NE (2017)
 OS0204
 OS0204                         *CURRENT SURVEY CONTROL
 OS0204  ______________________________________________________________________
 OS0204* NAD 83(1986) POSITION- 43 53 33.     (N) 100 50 00.     (W)   SCALED
 OS0204* NAVD 88 ORTHO HEIGHT -   714.694 (meters)     2344.79  (feet) ADJUSTED
 OS0204  ______________________________________________________________________
 OS0204  GEOID HEIGHT    -        -23.804 (meters)                     GEOID18
 OS0204  DYNAMIC HEIGHT  -        714.461 (meters)     2344.03  (feet) COMP
 OS0204  MODELED GRAVITY -    980,268.7   (mgal)                       NAVD 88
 OS0204
 OS0204  VERT ORDER      -  FIRST     CLASS II
 OS0204
 OS0204.The horizontal coordinates were scaled from a map and have
 OS0204.an estimated accuracy of +/- 6 seconds.
 OS0204
 OS0204.The orthometric height was determined by differential leveling and
 OS0204.adjusted by the NATIONAL GEODETIC SURVEY
 OS0204.in June 1991.
 OS0204
 OS0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0204.GEOID18 height accuracy estimate available here.
 OS0204
 OS0204.Click photographs - Photos may exist for this station.
 OS0204
 OS0204.The dynamic height is computed by dividing the NAVD 88
 OS0204.geopotential number by the normal gravity value computed on the
 OS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0204.degrees latitude (g = 980.6199 gals.).
 OS0204
 OS0204.The modeled gravity was interpolated from observed gravity values.
 OS0204
 OS0204;                    North         East    Units  Estimated Accuracy
 OS0204;SPC SD S     -   173,330.      559,830.      MT  (+/- 180 meters Scaled)
 OS0204
 OS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP527615(NAD 83)
 OS0204
 OS0204                          SUPERSEDED SURVEY CONTROL
 OS0204
 OS0204  NGVD 29 (??/??/92)  714.203  (m)         2343.18   (f) ADJ UNCH    1 2
 OS0204
 OS0204.Superseded values are not recommended for survey control.
 OS0204
 OS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0204.See file dsdata.pdf to determine how the superseded data were derived.
 OS0204
 OS0204_MARKER: DB = BENCH MARK DISK
 OS0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0204_STAMPING: Z 369 1962
 OS0204_MARK LOGO: CGS
 OS0204_PROJECTION: FLUSH
 OS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0204+STABILITY: SURFACE MOTION
 OS0204
 OS0204  HISTORY     - Date     Condition        Report By
 OS0204  HISTORY     - UNK      MONUMENTED       CGS
 OS0204  HISTORY     - 1962     GOOD             CGS
 OS0204  HISTORY     - 1985     GOOD             NGS
 OS0204
 OS0204                          STATION DESCRIPTION
 OS0204
 OS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0204'4 MI NE FROM OKATON.
 OS0204'ABOUT 4.0 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0204'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT OKATON, IN
 OS0204'SECTION 12, T 2 S, R 27 E, ABOUT 1 MILE NORTH OF U.S. HIGHWAY
 OS0204'16 OVER PASS, 3 POLES NORTH OF MILE POST 523, 47 FEET EAST OF
 OS0204'THE EAST RAIL, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 OS0204'WEST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 OS0204'LEVEL WITH THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 OS0204'PROJECTING 6 INCHES.
 OS0204
 OS0204                          STATION RECOVERY (1985)
 OS0204
 OS0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0204'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.14
 OS0204'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE 1.00
 OS0204'KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE 8.87 KM
 OS0204'(5.51 MI) WEST ALONG A DIRT ROAD FOLLOWING THE SECTION LINE, ALSO 3.90
 OS0204'KM (2.42 MI) EAST ALONG THE I 90 SERVICE ROAD FROM THE JUNCTION OF THE
 OS0204'I 90 EXIT 183 AT OKATON, THENCE 1.62 KM (1.01 MI) NORTH ALONG A GRAVEL
 OS0204'ROAD, THENCE 1.05 KM (0.65 MI) EAST ALONG A DIRT ROAD FOLLOWING THE
 OS0204'SECTION LINE, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF THE OLD
 OS0204'ABANDON RAILROAD, 0.80 KM (0.50 MI) NORTH OF THE WEST BOUND I 90
 OS0204'OVERPASS OF THE RAILROAD, 121.9 METERS (400 FT) SOUTH OF THE CENTER OF
 OS0204'THE DIRT ROAD, 14.3 METERS (47 FT) EAST OF THE EAST RAIL AND 0.5 METER
 OS0204'(1.5 FT) WEST OF THE FENCE.
 OS0204'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 OS0204'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0149 ***********************************************************************
 OS0149  DESIGNATION -  Z 37
 OS0149  PID         -  OS0149
 OS0149  STATE/COUNTY-  SD/MELLETTE
 OS0149  COUNTRY     -  US
 OS0149  USGS QUAD   -  MISSION NW (2017)
 OS0149
 OS0149                         *CURRENT SURVEY CONTROL
 OS0149  ______________________________________________________________________
 OS0149* NAD 83(1986) POSITION- 43 27 31.     (N) 100 44 28.     (W)   SCALED
 OS0149* NAVD 88 ORTHO HEIGHT -   691.488 (meters)     2268.66  (feet) ADJUSTED
 OS0149  ______________________________________________________________________
 OS0149  GEOID HEIGHT    -        -23.623 (meters)                     GEOID18
 OS0149  DYNAMIC HEIGHT  -        691.231 (meters)     2267.81  (feet) COMP
 OS0149  MODELED GRAVITY -    980,225.8   (mgal)                       NAVD 88
 OS0149
 OS0149  VERT ORDER      -  FIRST     CLASS II
 OS0149
 OS0149.The horizontal coordinates were scaled from a map and have
 OS0149.an estimated accuracy of +/- 6 seconds.
 OS0149
 OS0149.The orthometric height was determined by differential leveling and
 OS0149.adjusted by the NATIONAL GEODETIC SURVEY
 OS0149.in June 1991.
 OS0149
 OS0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0149.GEOID18 height accuracy estimate available here.
 OS0149
 OS0149.Click photographs - Photos may exist for this station.
 OS0149
 OS0149.The dynamic height is computed by dividing the NAVD 88
 OS0149.geopotential number by the normal gravity value computed on the
 OS0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0149.degrees latitude (g = 980.6199 gals.).
 OS0149
 OS0149.The modeled gravity was interpolated from observed gravity values.
 OS0149
 OS0149;                    North         East    Units  Estimated Accuracy
 OS0149;SPC SD S     -   125,090.      567,000.      MT  (+/- 180 meters Scaled)
 OS0149
 OS0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP591132(NAD 83)
 OS0149
 OS0149                          SUPERSEDED SURVEY CONTROL
 OS0149
 OS0149  NGVD 29 (??/??/92)  691.093  (m)         2267.36   (f) ADJ UNCH    1 2
 OS0149
 OS0149.Superseded values are not recommended for survey control.
 OS0149
 OS0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0149.See file dsdata.pdf to determine how the superseded data were derived.
 OS0149
 OS0149_MARKER: DB = BENCH MARK DISK
 OS0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0149_STAMPING: Z 37 1933
 OS0149_MARK LOGO: CGS
 OS0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0149+STABILITY: SURFACE MOTION
 OS0149
 OS0149  HISTORY     - Date     Condition        Report By
 OS0149  HISTORY     - 1933     MONUMENTED       CGS
 OS0149  HISTORY     - 1941     GOOD             CGS
 OS0149  HISTORY     - 19920721 MARK NOT FOUND   NGS
 OS0149
 OS0149                          STATION DESCRIPTION
 OS0149
 OS0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OS0149'8.2 MI S FROM WHITE RIVER.
 OS0149'ABOUT 8-1/4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM WHITE RIVER,
 OS0149'MELLETTE COUNTY, ABOUT 42 YARDS NORTH OF A DOUBLE 36-INCH
 OS0149'CORRUGATED CULVERT WITH A GUARD FENCE ON EACH SIDE OF THE HIGHWAY,
 OS0149'ABOUT 15 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, IN FRONT
 OS0149'OF THE G.W. HARRISON FRAME FARMHOUSE, ABOUT 8 YARDS NORTH OF THE
 OS0149'ENTRANCE DRIVE, AND ABOUT 2 YARDS WEST OF THE FENCE.  A STANDARD
 OS0149'DISK, STAMPED Z 37 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OS0149
 OS0149                          STATION RECOVERY (1941)
 OS0149
 OS0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OS0149'RECOVERED IN GOOD CONDITION.
 OS0149
 OS0149                          STATION RECOVERY (1992)
 OS0149
 OS0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0149'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0150 ***********************************************************************
 OS0150  DESIGNATION -  Z 37 RESET
 OS0150  PID         -  OS0150
 OS0150  STATE/COUNTY-  SD/MELLETTE
 OS0150  COUNTRY     -  US
 OS0150  USGS QUAD   -  MISSION NW (2017)
 OS0150
 OS0150                         *CURRENT SURVEY CONTROL
 OS0150  ______________________________________________________________________
 OS0150* NAD 83(1986) POSITION- 43 27 31.     (N) 100 44 28.     (W)   SCALED
 OS0150* NAVD 88 ORTHO HEIGHT -   690.457 (meters)     2265.27  (feet) ADJUSTED
 OS0150  ______________________________________________________________________
 OS0150  GEOID HEIGHT    -        -23.623 (meters)                     GEOID18
 OS0150  DYNAMIC HEIGHT  -        690.200 (meters)     2264.43  (feet) COMP
 OS0150  MODELED GRAVITY -    980,225.8   (mgal)                       NAVD 88
 OS0150
 OS0150  VERT ORDER      -  FIRST     CLASS II
 OS0150
 OS0150.The horizontal coordinates were scaled from a map and have
 OS0150.an estimated accuracy of +/- 6 seconds.
 OS0150
 OS0150.The orthometric height was determined by differential leveling and
 OS0150.adjusted by the NATIONAL GEODETIC SURVEY
 OS0150.in June 1994.
 OS0150
 OS0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0150.GEOID18 height accuracy estimate available here.
 OS0150
 OS0150.Click photographs - Photos may exist for this station.
 OS0150
 OS0150.The dynamic height is computed by dividing the NAVD 88
 OS0150.geopotential number by the normal gravity value computed on the
 OS0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0150.degrees latitude (g = 980.6199 gals.).
 OS0150
 OS0150.The modeled gravity was interpolated from observed gravity values.
 OS0150
 OS0150;                    North         East    Units  Estimated Accuracy
 OS0150;SPC SD S     -   125,090.      567,000.      MT  (+/- 180 meters Scaled)
 OS0150
 OS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP591132(NAD 83)
 OS0150
 OS0150                          SUPERSEDED SURVEY CONTROL
 OS0150
 OS0150.No superseded survey control is available for this station.
 OS0150
 OS0150_MARKER: DB = BENCH MARK DISK
 OS0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0150_STAMPING: Z 37 RESET 1965
 OS0150_MARK LOGO: CGS
 OS0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 OS0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0150+STABILITY: SURFACE MOTION
 OS0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0150+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 OS0150
 OS0150  HISTORY     - Date     Condition        Report By
 OS0150  HISTORY     - 1965     MONUMENTED       LOCENG
 OS0150  HISTORY     - 19920722 GOOD             NGS
 OS0150
 OS0150                          STATION DESCRIPTION
 OS0150
 OS0150'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 OS0150'7.7 MI S FROM WHITE RIVER.
 OS0150'ABOUT 7.7 MILES SOUTH ALONG STATE HIGHWAY 83 FROM WHITE RIVER
 OS0150'169 FEET NORTH OF A 60 INCH CORRUGATED METAL PIPE, 105 FEET WEST
 OS0150'OF THE CENTERLINE OF THE HIGHWAY (SURVEY STATION 406+49), UNDER
 OS0150'BRACE PANEL OF EAST-WEST FENCE LINE AND SET IN THE TOP OF A
 OS0150'CONCRETE POST.
 OS0150
 OS0150                          STATION RECOVERY (1992)
 OS0150
 OS0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OS0150'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0150'IN WHITE RIVER, THENCE 12.7 KM (7.90 MI) SOUTHERLY ALONG U.S.
 OS0150'HIGHWAY 83, 33.0 M (108.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 OS0150'17.9 M (58.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 OS0150'4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.8 M (5.9 FT) EAST
 OS0150'OF A WITNESS POST AND A BRACED FENCE POST, AND THE MONUMENT IS FLUSH
 OS0150'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0290 ***********************************************************************
 OS0290  DESIGNATION -  Z 370 RESET
 OS0290  PID         -  OS0290
 OS0290  STATE/COUNTY-  SD/JACKSON
 OS0290  COUNTRY     -  US
 OS0290  USGS QUAD   -  BELVIDERE (2017)
 OS0290
 OS0290                         *CURRENT SURVEY CONTROL
 OS0290  ______________________________________________________________________
 OS0290* NAD 83(1986) POSITION- 43 50 40.     (N) 101 20 36.     (W)   SCALED
 OS0290* NAVD 88 ORTHO HEIGHT -   755.93  (meters)     2480.1   (feet) RESET
 OS0290  ______________________________________________________________________
 OS0290  GEOID HEIGHT    -        -22.251 (meters)                     GEOID18
 OS0290  VERT ORDER      -  THIRD
 OS0290
 OS0290.The horizontal coordinates were scaled from a map and have
 OS0290.an estimated accuracy of +/- 6 seconds.
 OS0290
 OS0290.The orthometric height was computed from unverified reset data.
 OS0290
 OS0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0290.GEOID18 height accuracy estimate available here.
 OS0290
 OS0290.Click photographs - Photos may exist for this station.
 OS0290
 OS0290;                    North         East    Units  Estimated Accuracy
 OS0290;SPC SD S     -   168,370.      518,790.      MT  (+/- 180 meters Scaled)
 OS0290
 OS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP116572(NAD 83)
 OS0290
 OS0290                          SUPERSEDED SURVEY CONTROL
 OS0290
 OS0290.No superseded survey control is available for this station.
 OS0290
 OS0290_MARKER: DB = BENCH MARK DISK
 OS0290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OS0290+WITH SETTING: INFORMATION.
 OS0290_STAMPING: Z 370 RESET 1967
 OS0290_MARK LOGO: CGS
 OS0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OS0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0290+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 OS0290_ROD/PIPE-DEPTH: 2.4 meters
 OS0290
 OS0290  HISTORY     - Date     Condition        Report By
 OS0290  HISTORY     - 1967     MONUMENTED       LOCENG
 OS0290  HISTORY     - 20140326 GOOD             INDIV
 OS0290
 OS0290                          STATION DESCRIPTION
 OS0290
 OS0290'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OS0290'3.8 MI W FROM BELVIDERE.
 OS0290'ABOUT 3.75 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0290'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, THENCE 0.25
 OS0290'NORTH ALONG A TRAIL ROAD, THENCE 0.4 MILE NORTH ALONG A GRAVEL
 OS0290'ROAD, THENCE 0.35 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION
 OS0290'26, T 2 S, R 23 E, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OS0290'2 FEET EAST OF A FENCE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST,
 OS0290'ON TOP OF A 5/8 INCH COPPERWELD ROD DRIVEN TO A DEPTH OF 8 FEET
 OS0290'AND ENCASED IN A 6 INCH TILE PROJECTING 8 INCHES.
 OS0290
 OS0290                          STATION RECOVERY (2014)
 OS0290
 OS0290'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TJ)
 OS0290'3.8 MI W FROM BELVIDERE
 OS0290'0.7 KM (O.45 MI) NORTH ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 OS0290'
 OS0290'BELVIDERE, THENCE 5.85 KM (3.65 MI) WEST ALONG OLD US HIGHWAY 16,
 OS0290'THENCE NORTH ALONG A GRAVEL ROAD 0.56 KM (0.35 MI), 37 FEET EAST OF
 OS0290'THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1 1/2 FEET SOUTH
 OS0290'OF A METAL WITNESS POST, ON TOP OF A COPPERWELD ROD WITH A BRASS CAP,
 OS0290'
 OS0290'STAMPED Z 370 RESET, ENCASED IN A 6 INCH TILE PIPE PROJECTING 1 FOOT.
 OS0290'
 OS0290'GPS OBSERVATION ON MARCH 26, 2014, US STATE PLANE 1983(2011), EPOCH
 OS0290'2010.00, GEOID12A, INDICATES AN ELEVATION OF 2466.6 (FEET)FOR AN
 OS0290'ORTHOMETRIC HEIGHT
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0381 ***********************************************************************
 OS0381  DESIGNATION -  Z 371
 OS0381  PID         -  OS0381
 OS0381  STATE/COUNTY-  SD/JACKSON
 OS0381  COUNTRY     -  US
 OS0381  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0381
 OS0381                         *CURRENT SURVEY CONTROL
 OS0381  ______________________________________________________________________
 OS0381* NAD 83(1986) POSITION- 43 55 11.     (N) 101 39 41.     (W)   SCALED
 OS0381* NAVD 88 ORTHO HEIGHT -   738.142 (meters)     2421.72  (feet) ADJUSTED
 OS0381  ______________________________________________________________________
 OS0381  GEOID HEIGHT    -        -21.074 (meters)                     GEOID18
 OS0381  DYNAMIC HEIGHT  -        737.911 (meters)     2420.96  (feet) COMP
 OS0381  MODELED GRAVITY -    980,281.4   (mgal)                       NAVD 88
 OS0381
 OS0381  VERT ORDER      -  FIRST     CLASS II
 OS0381
 OS0381.The horizontal coordinates were scaled from a map and have
 OS0381.an estimated accuracy of +/- 6 seconds.
 OS0381
 OS0381.The orthometric height was determined by differential leveling and
 OS0381.adjusted by the NATIONAL GEODETIC SURVEY
 OS0381.in June 1991.
 OS0381
 OS0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0381.GEOID18 height accuracy estimate available here.
 OS0381
 OS0381.Click photographs - Photos may exist for this station.
 OS0381
 OS0381.The dynamic height is computed by dividing the NAVD 88
 OS0381.geopotential number by the normal gravity value computed on the
 OS0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0381.degrees latitude (g = 980.6199 gals.).
 OS0381
 OS0381.The modeled gravity was interpolated from observed gravity values.
 OS0381
 OS0381;                    North         East    Units  Estimated Accuracy
 OS0381;SPC SD S     -   177,090.      493,350.      MT  (+/- 180 meters Scaled)
 OS0381
 OS0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP863664(NAD 83)
 OS0381
 OS0381                          SUPERSEDED SURVEY CONTROL
 OS0381
 OS0381  NGVD 29 (??/??/92)  737.683  (m)         2420.22   (f) ADJ UNCH    1 2
 OS0381
 OS0381.Superseded values are not recommended for survey control.
 OS0381
 OS0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0381.See file dsdata.pdf to determine how the superseded data were derived.
 OS0381
 OS0381_MARKER: DB = BENCH MARK DISK
 OS0381_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OS0381_SP_SET: CULVERT HEADWALL
 OS0381_STAMPING: Z 371 1962
 OS0381_MARK LOGO: CGS
 OS0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0381+STABILITY: SURFACE MOTION
 OS0381
 OS0381  HISTORY     - Date     Condition        Report By
 OS0381  HISTORY     - 1962     MONUMENTED       CGS
 OS0381
 OS0381                          STATION DESCRIPTION
 OS0381
 OS0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0381'8.6 MI S FROM PHILIP.
 OS0381'ABOUT 8.55 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0381'AND NORTH WESTERN RAILROAD STATION AT PHILIP, 0.25 MILE SOUTH
 OS0381'OF A SET OF TRANSFORMERS, 40 FEET WEST OF THE CENTERLINE OF THE
 OS0381'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 OS0381'THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A LARGE CONCRETE
 OS0381'CULVERT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0291 ***********************************************************************
 OS0291  DESIGNATION -  Z 372
 OS0291  PID         -  OS0291
 OS0291  STATE/COUNTY-  SD/JACKSON
 OS0291  COUNTRY     -  US
 OS0291  USGS QUAD   -  BELVIDERE (2017)
 OS0291
 OS0291                         *CURRENT SURVEY CONTROL
 OS0291  ______________________________________________________________________
 OS0291* NAD 83(1986) POSITION- 43 50 16.     (N) 101 21 48.     (W)   SCALED
 OS0291* NAVD 88 ORTHO HEIGHT -   740.583 (meters)     2429.73  (feet) ADJUSTED
 OS0291  ______________________________________________________________________
 OS0291  GEOID HEIGHT    -        -22.176 (meters)                     GEOID18
 OS0291  DYNAMIC HEIGHT  -        740.342 (meters)     2428.94  (feet) COMP
 OS0291  MODELED GRAVITY -    980,269.7   (mgal)                       NAVD 88
 OS0291
 OS0291  VERT ORDER      -  FIRST     CLASS II
 OS0291
 OS0291.The horizontal coordinates were scaled from a map and have
 OS0291.an estimated accuracy of +/- 6 seconds.
 OS0291
 OS0291.The orthometric height was determined by differential leveling and
 OS0291.adjusted by the NATIONAL GEODETIC SURVEY
 OS0291.in June 1991.
 OS0291
 OS0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0291.GEOID18 height accuracy estimate available here.
 OS0291
 OS0291.Click photographs - Photos may exist for this station.
 OS0291
 OS0291.The dynamic height is computed by dividing the NAVD 88
 OS0291.geopotential number by the normal gravity value computed on the
 OS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0291.degrees latitude (g = 980.6199 gals.).
 OS0291
 OS0291.The modeled gravity was interpolated from observed gravity values.
 OS0291
 OS0291;                    North         East    Units  Estimated Accuracy
 OS0291;SPC SD S     -   167,650.      517,170.      MT  (+/- 180 meters Scaled)
 OS0291
 OS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP100565(NAD 83)
 OS0291
 OS0291                          SUPERSEDED SURVEY CONTROL
 OS0291
 OS0291  NGVD 29 (??/??/92)  740.107  (m)         2428.17   (f) ADJ UNCH    1 2
 OS0291
 OS0291.Superseded values are not recommended for survey control.
 OS0291
 OS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0291.See file dsdata.pdf to determine how the superseded data were derived.
 OS0291
 OS0291_MARKER: DB = BENCH MARK DISK
 OS0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0291_STAMPING: Z 372 1962
 OS0291_MARK LOGO: CGS
 OS0291_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0291+STABILITY: SURFACE MOTION
 OS0291
 OS0291  HISTORY     - Date     Condition        Report By
 OS0291  HISTORY     - 1962     MONUMENTED       CGS
 OS0291
 OS0291                          STATION DESCRIPTION
 OS0291
 OS0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0291'4.8 MI W FROM BELVIDERE.
 OS0291'ABOUT 4.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OS0291'AND PACIFIC RAILROAD FROM THE STATION AT BELVIDERE, 19 POLES
 OS0291'WEST OF MILE POST 553 AND AT THE WEST END OF A CUT, 46 FEET
 OS0291'NORTH OF THE NORTH RAIL, 2 1/2 FEET SOUTH OF A FENCE, 1.6 FEET
 OS0291'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET
 OS0291'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0384 ***********************************************************************
 OS0384  DESIGNATION -  Z 373
 OS0384  PID         -  OS0384
 OS0384  STATE/COUNTY-  SD/JACKSON
 OS0384  COUNTRY     -  US
 OS0384  USGS QUAD   -  PHILIP JUNCTION (2017)
 OS0384
 OS0384                         *CURRENT SURVEY CONTROL
 OS0384  ______________________________________________________________________
 OS0384* NAD 83(1986) POSITION- 43 53 35.     (N) 101 39 41.     (W)   SCALED
 OS0384* NAVD 88 ORTHO HEIGHT -   731.768 (meters)     2400.81  (feet) ADJUSTED
 OS0384  ______________________________________________________________________
 OS0384  GEOID HEIGHT    -        -21.060 (meters)                     GEOID18
 OS0384  DYNAMIC HEIGHT  -        731.538 (meters)     2400.05  (feet) COMP
 OS0384  MODELED GRAVITY -    980,280.3   (mgal)                       NAVD 88
 OS0384
 OS0384  VERT ORDER      -  FIRST     CLASS II
 OS0384
 OS0384.The horizontal coordinates were scaled from a map and have
 OS0384.an estimated accuracy of +/- 6 seconds.
 OS0384
 OS0384.The orthometric height was determined by differential leveling and
 OS0384.adjusted by the NATIONAL GEODETIC SURVEY
 OS0384.in June 1991.
 OS0384
 OS0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0384.GEOID18 height accuracy estimate available here.
 OS0384
 OS0384.Click photographs - Photos may exist for this station.
 OS0384
 OS0384.The dynamic height is computed by dividing the NAVD 88
 OS0384.geopotential number by the normal gravity value computed on the
 OS0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0384.degrees latitude (g = 980.6199 gals.).
 OS0384
 OS0384.The modeled gravity was interpolated from observed gravity values.
 OS0384
 OS0384;                    North         East    Units  Estimated Accuracy
 OS0384;SPC SD S     -   174,130.      493,300.      MT  (+/- 180 meters Scaled)
 OS0384
 OS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP862634(NAD 83)
 OS0384
 OS0384                          SUPERSEDED SURVEY CONTROL
 OS0384
 OS0384  NGVD 29 (??/??/92)  731.310  (m)         2399.31   (f) ADJ UNCH    1 2
 OS0384
 OS0384.Superseded values are not recommended for survey control.
 OS0384
 OS0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0384.See file dsdata.pdf to determine how the superseded data were derived.
 OS0384
 OS0384_MARKER: DB = BENCH MARK DISK
 OS0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0384_STAMPING: Z 373 1962
 OS0384_MARK LOGO: CGS
 OS0384_PROJECTION: FLUSH
 OS0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0384+STABILITY: SURFACE MOTION
 OS0384
 OS0384  HISTORY     - Date     Condition        Report By
 OS0384  HISTORY     - 1962     MONUMENTED       CGS
 OS0384
 OS0384                          STATION DESCRIPTION
 OS0384
 OS0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0384'10.4 MI S FROM PHILIP.
 OS0384'ABOUT 10.4 MILES SOUTH ALONG STATE HIGHWAY 73 FROM THE CHICAGO
 OS0384'AND NORTH WESTERN RAILROAD STATION AT PHILIP, ON THE SOUTH BANK
 OS0384'OF A CREEK, 101 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 65
 OS0384'FEET WEST OF A FENCE, 11 FEET SOUTH OF A FENCE, 11.0 FEET SOUTH
 OS0384'OF A METAL WITNESS POST, 5 FEET SOUTH OF A POWER POLE, ABOUT 4
 OS0384'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 OS0384'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0371 ***********************************************************************
 PU0371  DESIGNATION -  Z 374
 PU0371  PID         -  PU0371
 PU0371  STATE/COUNTY-  SD/PENNINGTON
 PU0371  COUNTRY     -  US
 PU0371  USGS QUAD   -  PEDRO SE (2017)
 PU0371
 PU0371                         *CURRENT SURVEY CONTROL
 PU0371  ______________________________________________________________________
 PU0371* NAD 83(1986) POSITION- 44 20 59.     (N) 102 04 08.     (W)   SCALED
 PU0371* NAVD 88 ORTHO HEIGHT -   787.202 (meters)     2582.68  (feet) ADJUSTED
 PU0371  ______________________________________________________________________
 PU0371  GEOID HEIGHT    -        -19.757 (meters)                     GEOID18
 PU0371  DYNAMIC HEIGHT  -        786.995 (meters)     2582.00  (feet) COMP
 PU0371  MODELED GRAVITY -    980,329.6   (mgal)                       NAVD 88
 PU0371
 PU0371  VERT ORDER      -  SECOND    CLASS 0
 PU0371
 PU0371.The horizontal coordinates were scaled from a map and have
 PU0371.an estimated accuracy of +/- 6 seconds.
 PU0371
 PU0371.The orthometric height was determined by differential leveling and
 PU0371.adjusted by the NATIONAL GEODETIC SURVEY
 PU0371.in June 1991.
 PU0371
 PU0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0371.GEOID18 height accuracy estimate available here.
 PU0371
 PU0371.Click photographs - Photos may exist for this station.
 PU0371
 PU0371.The dynamic height is computed by dividing the NAVD 88
 PU0371.geopotential number by the normal gravity value computed on the
 PU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0371.degrees latitude (g = 980.6199 gals.).
 PU0371
 PU0371.The modeled gravity was interpolated from observed gravity values.
 PU0371
 PU0371;                    North         East    Units  Estimated Accuracy
 PU0371;SPC SD S     -   225,460.      461,630.      MT  (+/- 180 meters Scaled)
 PU0371
 PU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK336148(NAD 83)
 PU0371
 PU0371                          SUPERSEDED SURVEY CONTROL
 PU0371
 PU0371  NGVD 29 (??/??/92)  786.747  (m)         2581.19   (f) ADJ UNCH    2 0
 PU0371
 PU0371.Superseded values are not recommended for survey control.
 PU0371
 PU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0371.See file dsdata.pdf to determine how the superseded data were derived.
 PU0371
 PU0371_MARKER: DB = BENCH MARK DISK
 PU0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0371_STAMPING: Z 374 1962
 PU0371_MARK LOGO: CGS
 PU0371_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0371+STABILITY: SURFACE MOTION
 PU0371
 PU0371  HISTORY     - Date     Condition        Report By
 PU0371  HISTORY     - 1962     MONUMENTED       CGS
 PU0371
 PU0371                          STATION DESCRIPTION
 PU0371
 PU0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0371'14.3 MI NW FROM HILLAND.
 PU0371'ABOUT 1.5 MILES WEST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PU0371'CEMETERY AT HILLAND, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 PU0371'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 PU0371'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 PU0371'GRAVELED ROAD, THENCE 4.5 MILES WEST ALONG A GRADED DIRT ROAD,
 PU0371'THENCE 3.1 MILES NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 33,
 PU0371'T 5 N, R 17 E, 114 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PU0371'18 FEET SOUTHWEST OF A POWER POLE BRACED BY GUY WIRE, 1.4 FEET
 PU0371'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 PU0371'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU0371'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0822 ***********************************************************************
 PT0822  DESIGNATION -  Z 375
 PT0822  PID         -  PT0822
 PT0822  STATE/COUNTY-  SD/HAAKON
 PT0822  COUNTRY     -  US
 PT0822  USGS QUAD   -  HILLAND (2017)
 PT0822
 PT0822                         *CURRENT SURVEY CONTROL
 PT0822  ______________________________________________________________________
 PT0822* NAD 83(1986) POSITION- 44 15 19.     (N) 101 50 51.     (W)   SCALED
 PT0822* NAVD 88 ORTHO HEIGHT -   809.534 (meters)     2655.95  (feet) ADJUSTED
 PT0822  ______________________________________________________________________
 PT0822  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 PT0822  DYNAMIC HEIGHT  -        809.305 (meters)     2655.19  (feet) COMP
 PT0822  MODELED GRAVITY -    980,309.0   (mgal)                       NAVD 88
 PT0822
 PT0822  VERT ORDER      -  SECOND    CLASS 0
 PT0822
 PT0822.The horizontal coordinates were scaled from a map and have
 PT0822.an estimated accuracy of +/- 6 seconds.
 PT0822
 PT0822.The orthometric height was determined by differential leveling and
 PT0822.adjusted by the NATIONAL GEODETIC SURVEY
 PT0822.in June 1991.
 PT0822
 PT0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0822.GEOID18 height accuracy estimate available here.
 PT0822
 PT0822.Click photographs - Photos may exist for this station.
 PT0822
 PT0822.The dynamic height is computed by dividing the NAVD 88
 PT0822.geopotential number by the normal gravity value computed on the
 PT0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0822.degrees latitude (g = 980.6199 gals.).
 PT0822
 PT0822.The modeled gravity was interpolated from observed gravity values.
 PT0822
 PT0822;                    North         East    Units  Estimated Accuracy
 PT0822;SPC SD S     -   214,620.      479,090.      MT  (+/- 180 meters Scaled)
 PT0822
 PT0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ726041(NAD 83)
 PT0822
 PT0822                          SUPERSEDED SURVEY CONTROL
 PT0822
 PT0822  NGVD 29 (??/??/92)  809.071  (m)         2654.43   (f) ADJ UNCH    2 0
 PT0822
 PT0822.Superseded values are not recommended for survey control.
 PT0822
 PT0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0822.See file dsdata.pdf to determine how the superseded data were derived.
 PT0822
 PT0822_MARKER: DB = BENCH MARK DISK
 PT0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0822_STAMPING: Z 375 1962
 PT0822_MARK LOGO: CGS
 PT0822_PROJECTION: PROJECTING 13 CENTIMETERS
 PT0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0822+STABILITY: SURFACE MOTION
 PT0822
 PT0822  HISTORY     - Date     Condition        Report By
 PT0822  HISTORY     - 1962     MONUMENTED       CGS
 PT0822
 PT0822                          STATION DESCRIPTION
 PT0822
 PT0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0822'2.5 MI S FROM HILLAND.
 PT0822'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0822'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0822'ROAD, THENCE 0.45 MILE SOUTH ALONG A GRADED DIRT ROAD, AT ROAD
 PT0822'INTERSECTION, IN SECTION 4, T 3 N, R 19 E, 88 FEET EAST OF
 PT0822'THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE
 PT0822'OF THE EAST-WEST ROAD, 1 1/2 FEET NORTH OF A FENCE, 1.8 FEET
 PT0822'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 PT0822'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1700 ***********************************************************************
 PU1700  DESIGNATION -  Z 376 RESET
 PU1700  PID         -  PU1700
 PU1700  STATE/COUNTY-  SD/LAWRENCE
 PU1700  COUNTRY     -  US
 PU1700  USGS QUAD   -  DEADWOOD NORTH (2017)
 PU1700
 PU1700                         *CURRENT SURVEY CONTROL
 PU1700  ______________________________________________________________________
 PU1700* NAD 83(1986) POSITION- 44 28 02.     (N) 103 43 47.     (W)   SCALED
 PU1700* NAVD 88 ORTHO HEIGHT -  1164.11  (meters)     3819.3   (feet) RESET
 PU1700  ______________________________________________________________________
 PU1700  GEOID HEIGHT    -        -14.660 (meters)                     GEOID18
 PU1700  VERT ORDER      -  THIRD
 PU1700
 PU1700.The horizontal coordinates were scaled from a map and have
 PU1700.an estimated accuracy of +/- 6 seconds.
 PU1700
 PU1700.The orthometric height was computed from unverified reset data.
 PU1700
 PU1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1700.GEOID18 height accuracy estimate available here.
 PU1700
 PU1700.Click photographs - Photos may exist for this station.
 PU1700
 PU1700;                    North         East    Units  Estimated Accuracy
 PU1700;SPC SD N     -    77,280.      303,320.      MT  (+/- 180 meters Scaled)
 PU1700
 PU1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK010245(NAD 83)
 PU1700
 PU1700                          SUPERSEDED SURVEY CONTROL
 PU1700
 PU1700.No superseded survey control is available for this station.
 PU1700
 PU1700_MARKER: DB = BENCH MARK DISK
 PU1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1700_STAMPING: Z 376 RESET 1971
 PU1700_MARK LOGO: CGS
 PU1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1700+STABILITY: SURFACE MOTION
 PU1700
 PU1700  HISTORY     - Date     Condition        Report By
 PU1700  HISTORY     - 1971     MONUMENTED       NGS
 PU1700
 PU1700                          STATION DESCRIPTION
 PU1700
 PU1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PU1700'7.6 MI E FROM SPEARFISH.
 PU1700'7.55 MILES EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE IN
 PU1700'SPEARFISH, 0.2 MILE NORTHWEST FROM AN OLD BRIDGE, 26 FEET
 PU1700'NORTH OF THE CENTER OF A FIELD GATE, 13.5 FEET NORTH OF A
 PU1700'POWER POLE, 2.0 FEET NORTH OF A FENCE CORNER, 0.9 FOOT EAST
 PU1700'OF THE SOUTHWEST R.O.W. FENCE OF INTERSTATE HIGHWAY 90, 1.7
 PU1700'FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 PU1700'ROUND MONUMENT WHICH PROJECTS 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0199 ***********************************************************************
 OS0199  DESIGNATION -  Z 377
 OS0199  PID         -  OS0199
 OS0199  STATE/COUNTY-  SD/JONES
 OS0199  COUNTRY     -  US
 OS0199  USGS QUAD   -  OKATON NE (2017)
 OS0199
 OS0199                         *CURRENT SURVEY CONTROL
 OS0199  ______________________________________________________________________
 OS0199* NAD 83(1986) POSITION- 43 53 39.     (N) 100 45 50.     (W)   SCALED
 OS0199* NAVD 88 ORTHO HEIGHT -   721.064 (meters)     2365.69  (feet) ADJUSTED
 OS0199  ______________________________________________________________________
 OS0199  GEOID HEIGHT    -        -23.949 (meters)                     GEOID18
 OS0199  DYNAMIC HEIGHT  -        720.830 (meters)     2364.92  (feet) COMP
 OS0199  MODELED GRAVITY -    980,271.6   (mgal)                       NAVD 88
 OS0199
 OS0199  VERT ORDER      -  FIRST     CLASS II
 OS0199
 OS0199.The horizontal coordinates were scaled from a map and have
 OS0199.an estimated accuracy of +/- 6 seconds.
 OS0199
 OS0199.The orthometric height was determined by differential leveling and
 OS0199.adjusted by the NATIONAL GEODETIC SURVEY
 OS0199.in June 1991.
 OS0199
 OS0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0199.GEOID18 height accuracy estimate available here.
 OS0199
 OS0199.Click photographs - Photos may exist for this station.
 OS0199
 OS0199.The dynamic height is computed by dividing the NAVD 88
 OS0199.geopotential number by the normal gravity value computed on the
 OS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0199.degrees latitude (g = 980.6199 gals.).
 OS0199
 OS0199.The modeled gravity was interpolated from observed gravity values.
 OS0199
 OS0199;                    North         East    Units  Estimated Accuracy
 OS0199;SPC SD S     -   173,490.      565,410.      MT  (+/- 180 meters Scaled)
 OS0199
 OS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP583616(NAD 83)
 OS0199
 OS0199                          SUPERSEDED SURVEY CONTROL
 OS0199
 OS0199  NGVD 29 (??/??/92)  720.586  (m)         2364.12   (f) ADJ UNCH    1 2
 OS0199
 OS0199.Superseded values are not recommended for survey control.
 OS0199
 OS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0199.See file dsdata.pdf to determine how the superseded data were derived.
 OS0199
 OS0199_MARKER: DB = BENCH MARK DISK
 OS0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0199_STAMPING: Z 377 1962
 OS0199_MARK LOGO: CGS
 OS0199_PROJECTION: PROJECTING 15 CENTIMETERS
 OS0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0199+STABILITY: SURFACE MOTION
 OS0199
 OS0199  HISTORY     - Date     Condition        Report By
 OS0199  HISTORY     - 1962     MONUMENTED       CGS
 OS0199  HISTORY     - 1985     GOOD             NGS
 OS0199
 OS0199                          STATION DESCRIPTION
 OS0199
 OS0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0199'2.6 MI W FROM MURDO.
 OS0199'ABOUT 2.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 OS0199'PACIFIC RAILROAD FROM THE STATION AT MURDO, AT A ROAD CROSSING,
 OS0199'40 FEET NORTHEAST OF THE NORTHEAST RAIL, 43 FEET NORTH OF THE
 OS0199'CENTER OF THE CROSSING, 90 FEET NORTHEAST OF AND ACROSS THE TRACKS
 OS0199'FROM MILE POST 519, 8 FEET SOUTHWEST OF A FENCE, 3 FEET NORTH OF
 OS0199'A BRACE POLE FOR THE POWER LINE, IN SECTION 3, T 2 S, R 28 E,
 OS0199'1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OS0199'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OS0199
 OS0199                          STATION RECOVERY (1985)
 OS0199
 OS0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0199'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.14
 OS0199'MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MURDO, THENCE
 OS0199'1.00 KM (0.62 MI) WEST-NORTHWEST ALONG RAILROAD STREET, THENCE 3.21 KM
 OS0199'(2.00 MI) WEST ALONG A DIRT ROAD FOLLOWING A SECTION LINE, IN THE
 OS0199'NORTH CORNER OF THE INTERSECTION OF THE OLD ABANDON RAILROAD,
 OS0199'8.8 METERS (29 FT) NORTH OF THE CENTER OF THE ROAD, 12.2 METERS (40
 OS0199'FT) NORTHEAST OF THE NORTHEAST RAIL, 27.4 METERS (90 FT) NORTHEAST OF
 OS0199'RAILROAD MILEPOLE 519 AND 13.1 METERS (43 FT) NORTHEAST OF THE CENTER
 OS0199'OF THE RAILROAD CROSSING.
 OS0199'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 OS0199'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0556 ***********************************************************************
 PU0556  DESIGNATION -  Z 378
 PU0556  PID         -  PU0556
 PU0556  STATE/COUNTY-  SD/PENNINGTON
 PU0556  COUNTRY     -  US
 PU0556  USGS QUAD   -  HORSE TOOTH (2017)
 PU0556
 PU0556                         *CURRENT SURVEY CONTROL
 PU0556  ______________________________________________________________________
 PU0556* NAD 83(1986) POSITION- 44 14 26.     (N) 102 05 13.     (W)   SCALED
 PU0556* NAVD 88 ORTHO HEIGHT -   800.037 (meters)     2624.79  (feet) ADJUSTED
 PU0556  ______________________________________________________________________
 PU0556  GEOID HEIGHT    -        -19.635 (meters)                     GEOID18
 PU0556  DYNAMIC HEIGHT  -        799.813 (meters)     2624.05  (feet) COMP
 PU0556  MODELED GRAVITY -    980,312.4   (mgal)                       NAVD 88
 PU0556
 PU0556  VERT ORDER      -  SECOND    CLASS 0
 PU0556
 PU0556.The horizontal coordinates were scaled from a map and have
 PU0556.an estimated accuracy of +/- 6 seconds.
 PU0556
 PU0556.The orthometric height was determined by differential leveling and
 PU0556.adjusted by the NATIONAL GEODETIC SURVEY
 PU0556.in June 1991.
 PU0556
 PU0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0556.GEOID18 height accuracy estimate available here.
 PU0556
 PU0556.Click photographs - Photos may exist for this station.
 PU0556
 PU0556.The dynamic height is computed by dividing the NAVD 88
 PU0556.geopotential number by the normal gravity value computed on the
 PU0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0556.degrees latitude (g = 980.6199 gals.).
 PU0556
 PU0556.The modeled gravity was interpolated from observed gravity values.
 PU0556
 PU0556;                    North         East    Units  Estimated Accuracy
 PU0556;SPC SD S     -   213,360.      459,930.      MT  (+/- 180 meters Scaled)
 PU0556
 PU0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK326027(NAD 83)
 PU0556
 PU0556                          SUPERSEDED SURVEY CONTROL
 PU0556
 PU0556  NGVD 29 (??/??/92)  799.580  (m)         2623.29   (f) ADJ UNCH    2 0
 PU0556
 PU0556.Superseded values are not recommended for survey control.
 PU0556
 PU0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0556.See file dsdata.pdf to determine how the superseded data were derived.
 PU0556
 PU0556_MARKER: DB = BENCH MARK DISK
 PU0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0556_STAMPING: Z 378 1962
 PU0556_MARK LOGO: CGS
 PU0556_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0556+STABILITY: SURFACE MOTION
 PU0556
 PU0556  HISTORY     - Date     Condition        Report By
 PU0556  HISTORY     - 1962     MONUMENTED       CGS
 PU0556
 PU0556                          STATION DESCRIPTION
 PU0556
 PU0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0556'8.6 MI E FROM CREIGHTON.
 PU0556'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 PU0556'AND SERVICE STATION AT CREIGHTON, THENCE 3.05 MILES EAST ALONG A
 PU0556'GRAVELED ROAD, THENCE 1.05 MILES EAST ALONG A TRACK ROAD, THENCE
 PU0556'0.7 MILE NORTH ALONG A TRACK ROAD TO A VACANT FARMHOUSE, THENCE
 PU0556'1.05 MILES EAST-SOUTHEAST ALONG A ROW OF TELEPHONE POLES, THENCE
 PU0556'0.55 MILE EAST-SOUTHEAST ALONG A TRAIL ROAD TO A GATE, THENCE
 PU0556'1.2 MILES EAST ALONG THE SOUTH SIDE OF A FENCE AND A PRIVATE
 PU0556'DIRT ROAD, AT A JUNCTION OF THE PRIVATE DIRT ROAD AND A GRAVELED
 PU0556'ROAD, AT A CURVE IN THE GRAVELED ROAD, 60 FEET NORTH-NORTHWEST
 PU0556'OF THE CENTER LINE OF THE GRAVELED ROAD, 33 1/2 FEET WEST OF A
 PU0556'POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A METAL
 PU0556'WITNESS POST ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 PU0556'A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0803 ***********************************************************************
 PT0803  DESIGNATION -  Z 379
 PT0803  PID         -  PT0803
 PT0803  STATE/COUNTY-  SD/HAAKON
 PT0803  COUNTRY     -  US
 PT0803  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0803
 PT0803                         *CURRENT SURVEY CONTROL
 PT0803  ______________________________________________________________________
 PT0803* NAD 83(1986) POSITION- 44 06 38.     (N) 101 55 39.     (W)   SCALED
 PT0803* NAVD 88 ORTHO HEIGHT -   754.821 (meters)     2476.44  (feet) ADJUSTED
 PT0803  ______________________________________________________________________
 PT0803  GEOID HEIGHT    -        -20.131 (meters)                     GEOID18
 PT0803  DYNAMIC HEIGHT  -        754.602 (meters)     2475.72  (feet) COMP
 PT0803  MODELED GRAVITY -    980,303.5   (mgal)                       NAVD 88
 PT0803
 PT0803  VERT ORDER      -  SECOND    CLASS 0
 PT0803
 PT0803.The horizontal coordinates were scaled from a map and have
 PT0803.an estimated accuracy of +/- 6 seconds.
 PT0803
 PT0803.The orthometric height was determined by differential leveling and
 PT0803.adjusted by the NATIONAL GEODETIC SURVEY
 PT0803.in June 1991.
 PT0803
 PT0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0803.GEOID18 height accuracy estimate available here.
 PT0803
 PT0803.Click photographs - Photos may exist for this station.
 PT0803
 PT0803.The dynamic height is computed by dividing the NAVD 88
 PT0803.geopotential number by the normal gravity value computed on the
 PT0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0803.degrees latitude (g = 980.6199 gals.).
 PT0803
 PT0803.The modeled gravity was interpolated from observed gravity values.
 PT0803
 PT0803;                    North         East    Units  Estimated Accuracy
 PT0803;SPC SD S     -   198,660.      472,390.      MT  (+/- 180 meters Scaled)
 PT0803
 PT0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP657883(NAD 83)
 PT0803
 PT0803                          SUPERSEDED SURVEY CONTROL
 PT0803
 PT0803  NGVD 29 (??/??/92)  754.364  (m)         2474.94   (f) ADJ UNCH    2 0
 PT0803
 PT0803.Superseded values are not recommended for survey control.
 PT0803
 PT0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0803.See file dsdata.pdf to determine how the superseded data were derived.
 PT0803
 PT0803_MARKER: DB = BENCH MARK DISK
 PT0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0803_STAMPING: Z 379 1962
 PT0803_MARK LOGO: CGS
 PT0803_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0803+STABILITY: SURFACE MOTION
 PT0803
 PT0803  HISTORY     - Date     Condition        Report By
 PT0803  HISTORY     - 1962     MONUMENTED       CGS
 PT0803
 PT0803                          STATION DESCRIPTION
 PT0803
 PT0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0803'18.9 MI NE FROM QUINN.
 PT0803'ABOUT 8.7 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST
 PT0803'OFFICE AT QUINN, THENCE 10.2 MILES EAST ALONG A GRAVELED ROAD,
 PT0803'73.2 FEET EAST OF A POWER POLE, 46 FEET NORTH OF THE CENTER
 PT0803'LINE OF THE ROAD, 24 FEET WEST OF THE CENTER OF A WIRE GATE,
 PT0803'2.2 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF A METAL WITNESS
 PT0803'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PT0803'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0494 ***********************************************************************
 PU0494  DESIGNATION -  Z 380
 PU0494  PID         -  PU0494
 PU0494  STATE/COUNTY-  SD/PENNINGTON
 PU0494  COUNTRY     -  US
 PU0494  USGS QUAD   -  WASTA SE (2017)
 PU0494
 PU0494                         *CURRENT SURVEY CONTROL
 PU0494  ______________________________________________________________________
 PU0494* NAD 83(1986) POSITION- 44 05 45.     (N) 102 17 17.     (W)   SCALED
 PU0494* NAVD 88 ORTHO HEIGHT -   860.365 (meters)     2822.71  (feet) ADJUSTED
 PU0494  ______________________________________________________________________
 PU0494  GEOID HEIGHT    -        -18.902 (meters)                     GEOID18
 PU0494  DYNAMIC HEIGHT  -        860.119 (meters)     2821.91  (feet) COMP
 PU0494  MODELED GRAVITY -    980,303.2   (mgal)                       NAVD 88
 PU0494
 PU0494  VERT ORDER      -  SECOND    CLASS 0
 PU0494
 PU0494.The horizontal coordinates were scaled from a map and have
 PU0494.an estimated accuracy of +/- 6 seconds.
 PU0494
 PU0494.The orthometric height was determined by differential leveling and
 PU0494.adjusted by the NATIONAL GEODETIC SURVEY
 PU0494.in June 1991.
 PU0494
 PU0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0494.GEOID18 height accuracy estimate available here.
 PU0494
 PU0494.Click photographs - Photos may exist for this station.
 PU0494
 PU0494.The dynamic height is computed by dividing the NAVD 88
 PU0494.geopotential number by the normal gravity value computed on the
 PU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0494.degrees latitude (g = 980.6199 gals.).
 PU0494
 PU0494.The modeled gravity was interpolated from observed gravity values.
 PU0494
 PU0494;                    North         East    Units  Estimated Accuracy
 PU0494;SPC SD S     -   197,640.      443,500.      MT  (+/- 180 meters Scaled)
 PU0494
 PU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ170860(NAD 83)
 PU0494
 PU0494                          SUPERSEDED SURVEY CONTROL
 PU0494
 PU0494  NGVD 29 (??/??/92)  859.917  (m)         2821.24   (f) ADJ UNCH    2 0
 PU0494
 PU0494.Superseded values are not recommended for survey control.
 PU0494
 PU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0494.See file dsdata.pdf to determine how the superseded data were derived.
 PU0494
 PU0494_MARKER: DB = BENCH MARK DISK
 PU0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0494_STAMPING: Z 380 1962
 PU0494_MARK LOGO: CGS
 PU0494_PROJECTION: PROJECTING 13 CENTIMETERS
 PU0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0494+STABILITY: SURFACE MOTION
 PU0494
 PU0494  HISTORY     - Date     Condition        Report By
 PU0494  HISTORY     - 1962     MONUMENTED       CGS
 PU0494
 PU0494                          STATION DESCRIPTION
 PU0494
 PU0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0494'10.5 MI NW FROM WALL.
 PU0494'ABOUT 6.5 MILES NORTH ALONG PENNINGTON COUNTY ROAD 508 FROM THE
 PU0494'POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 PU0494'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 PU0494'2.0 MILES WEST ALONG A TRACK ROAD, OR 3.35 MILES EAST ALONG THE
 PU0494'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT WASTA,
 PU0494'THENCE 0.9 MILE NORTHEAST ALONG A GRADED DIRT ROAD TO THE RIM OF
 PU0494'A BLUFF, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, THENCE
 PU0494'1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE EAST
 PU0494'ALONG A GRAVELED ROAD, THENCE 2.05 MILES NORTH ALONG A DIM
 PU0494'TRAIL ROAD, 87 FEET NORTHEAST OF THE CENTER OF A ROAD
 PU0494'INTERSECTION, IN SECTION 26, T 2 N, R 15 E, 77 FEET EAST OF THE
 PU0494'CENTER LINE OF THE GRAVELED ROAD, 80 FEET NORTHEAST OF AND
 PU0494'ACROSS THE TRACK FROM A TELEPHONE POLE, 40 FEET EAST OF A
 PU0494'CORNER FENCE POST, 30 FEET NORTH OF THE CENTER LINE OF THE
 PU0494'TRACK ROAD, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A
 PU0494'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 PU0494'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0533 ***********************************************************************
 PU0533  DESIGNATION -  Z 381
 PU0533  PID         -  PU0533
 PU0533  STATE/COUNTY-  SD/PENNINGTON
 PU0533  COUNTRY     -  US
 PU0533  USGS QUAD   -  LAKE HILL (2017)
 PU0533
 PU0533                         *CURRENT SURVEY CONTROL
 PU0533  ______________________________________________________________________
 PU0533* NAD 83(1986) POSITION- 44 05 44.     (N) 102 14 53.     (W)   SCALED
 PU0533* NAVD 88 ORTHO HEIGHT -   861.887 (meters)     2827.71  (feet) ADJUSTED
 PU0533  ______________________________________________________________________
 PU0533  GEOID HEIGHT    -        -19.009 (meters)                     GEOID18
 PU0533  DYNAMIC HEIGHT  -        861.632 (meters)     2826.87  (feet) COMP
 PU0533  MODELED GRAVITY -    980,293.2   (mgal)                       NAVD 88
 PU0533
 PU0533  VERT ORDER      -  SECOND    CLASS 0
 PU0533
 PU0533.The horizontal coordinates were scaled from a map and have
 PU0533.an estimated accuracy of +/- 6 seconds.
 PU0533
 PU0533.The orthometric height was determined by differential leveling and
 PU0533.adjusted by the NATIONAL GEODETIC SURVEY
 PU0533.in June 1991.
 PU0533
 PU0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0533.GEOID18 height accuracy estimate available here.
 PU0533
 PU0533.Click photographs - Photos may exist for this station.
 PU0533
 PU0533.The dynamic height is computed by dividing the NAVD 88
 PU0533.geopotential number by the normal gravity value computed on the
 PU0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0533.degrees latitude (g = 980.6199 gals.).
 PU0533
 PU0533.The modeled gravity was interpolated from observed gravity values.
 PU0533
 PU0533;                    North         East    Units  Estimated Accuracy
 PU0533;SPC SD S     -   197,540.      446,700.      MT  (+/- 180 meters Scaled)
 PU0533
 PU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ202861(NAD 83)
 PU0533
 PU0533                          SUPERSEDED SURVEY CONTROL
 PU0533
 PU0533  NGVD 29 (??/??/92)  861.429  (m)         2826.21   (f) ADJ UNCH    2 0
 PU0533
 PU0533.Superseded values are not recommended for survey control.
 PU0533
 PU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0533.See file dsdata.pdf to determine how the superseded data were derived.
 PU0533
 PU0533_MARKER: DB = BENCH MARK DISK
 PU0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0533_STAMPING: Z 381 1962
 PU0533_MARK LOGO: CGS
 PU0533_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0533+STABILITY: SURFACE MOTION
 PU0533
 PU0533  HISTORY     - Date     Condition        Report By
 PU0533  HISTORY     - 1962     MONUMENTED       CGS
 PU0533
 PU0533                          STATION DESCRIPTION
 PU0533
 PU0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0533'8.5 MI NW FROM WALL.
 PU0533'ABOUT 6.5 MILES NORTH ALONG THE PENNINGTON COUNTY ROAD FROM
 PU0533'THE POST OFFICE AT WALL, THENCE 1.0 MILE WEST ALONG A GRADED
 PU0533'DIRT ROAD, 1.0 MILE NORTH ALONG A GRADED DIRT ROAD IN SECTION
 PU0533'36, T 2 N, R 15 E, 79 FEET SOUTHWEST OF THE CENTER LINE OF A
 PU0533'ROAD INTERSECTION, 73 FEET WEST OF THE CENTER LINE OF A GRADED
 PU0533'DIRT ROAD, 40 1/2 FEET WEST OF A FENCE CORNER POST, 31 FEET SOUTH
 PU0533'OF THE CENTER LINE OF A TRAIL ROAD, 1 1/2 FEET NORTH OF A FENCE,
 PU0533'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU0533'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0163 ***********************************************************************
 OT0163  DESIGNATION -  Z 382 RESET
 OT0163  PID         -  OT0163
 OT0163  STATE/COUNTY-  SD/JACKSON
 OT0163  COUNTRY     -  US
 OT0163  USGS QUAD   -  WALL NE (2017)
 OT0163
 OT0163                         *CURRENT SURVEY CONTROL
 OT0163  ______________________________________________________________________
 OT0163* NAD 83(1986) POSITION- 43 53 39.     (N) 102 01 04.     (W)   SCALED
 OT0163* NAVD 88 ORTHO HEIGHT -   772.073 (meters)     2533.04  (feet) ADJUSTED
 OT0163  ______________________________________________________________________
 OT0163  GEOID HEIGHT    -        -19.768 (meters)                     GEOID18
 OT0163  DYNAMIC HEIGHT  -        771.836 (meters)     2532.27  (feet) COMP
 OT0163  MODELED GRAVITY -    980,286.4   (mgal)                       NAVD 88
 OT0163
 OT0163  VERT ORDER      -  FIRST     CLASS II
 OT0163
 OT0163.The horizontal coordinates were scaled from a map and have
 OT0163.an estimated accuracy of +/- 6 seconds.
 OT0163
 OT0163.The orthometric height was determined by differential leveling and
 OT0163.adjusted by the NATIONAL GEODETIC SURVEY
 OT0163.in September 1993.
 OT0163
 OT0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0163.GEOID18 height accuracy estimate available here.
 OT0163
 OT0163.Click photographs - Photos may exist for this station.
 OT0163
 OT0163.The dynamic height is computed by dividing the NAVD 88
 OT0163.geopotential number by the normal gravity value computed on the
 OT0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0163.degrees latitude (g = 980.6199 gals.).
 OT0163
 OT0163.The modeled gravity was interpolated from observed gravity values.
 OT0163
 OT0163;                    North         East    Units  Estimated Accuracy
 OT0163;SPC SD S     -   174,770.      464,680.      MT  (+/- 180 meters Scaled)
 OT0163
 OT0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ395644(NAD 83)
 OT0163
 OT0163                          SUPERSEDED SURVEY CONTROL
 OT0163
 OT0163.No superseded survey control is available for this station.
 OT0163
 OT0163_MARKER: DV = VERTICAL CONTROL DISK
 OT0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0163_STAMPING: Z 382 RESET 1973
 OT0163_MARK LOGO: NGS
 OT0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0163+STABILITY: SURFACE MOTION
 OT0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0163+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 OT0163
 OT0163  HISTORY     - Date     Condition        Report By
 OT0163  HISTORY     - 1973     MONUMENTED       NGS
 OT0163  HISTORY     - 19910713 GOOD             NGS
 OT0163  HISTORY     - 20120607 GOOD             INDIV
 OT0163
 OT0163                          STATION DESCRIPTION
 OT0163
 OT0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OT0163'7 MI W FROM CACTUS FLAT.
 OT0163'7 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM THE OVERPASS AT
 OT0163'CACTUS FLAT, 497 FEET EAST OF THE PENNINGTON - JACKSON COUNTY
 OT0163'LINE, ON THE RIGHT-OF-WAY OF THE HIGHWAY, 111 FEET NORTHEAST
 OT0163'OF THE CENTER OF THE WEST BOUND LANES, 3 FEET WEST OF A SLIGHT
 OT0163'ANGLE CORNER IN THE NORTH R.O.W. FENCE, 1 FOOT SOUTH OF THE
 OT0163'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, AND SET IN A ROUND
 OT0163'CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 OT0163
 OT0163                          STATION RECOVERY (1991)
 OT0163
 OT0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OT0163'21.5 KM (13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OT0163'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 OT0163'6 BRACED FENCE POSTS, 0.5 KM (0.30 MI) SOUTHEAST OF MILEPOST 124,
 OT0163'150.0 M (492.1 FT) SOUTHEAST OF THE PENNINGTON-JACKSON COUNTY LINE,
 OT0163'35.3 M (115.8 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES
 OT0163'OF THE HIGHWAY, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 OT0163'(1.6 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF THE
 OT0163'FENCE, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 OT0163'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OT0163
 OT0163                          STATION RECOVERY (2012)
 OT0163
 OT0163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OT0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0743 ***********************************************************************
 PT0743  DESIGNATION -  Z 383
 PT0743  PID         -  PT0743
 PT0743  STATE/COUNTY-  SD/HAAKON
 PT0743  COUNTRY     -  US
 PT0743  USGS QUAD   -  GRINDSTONE (2017)
 PT0743
 PT0743                         *CURRENT SURVEY CONTROL
 PT0743  ______________________________________________________________________
 PT0743* NAD 83(1986) POSITION- 44 12 43.     (N) 101 57 44.     (W)   SCALED
 PT0743* NAVD 88 ORTHO HEIGHT -   838.226 (meters)     2750.08  (feet) ADJUSTED
 PT0743  ______________________________________________________________________
 PT0743  GEOID HEIGHT    -        -19.996 (meters)                     GEOID18
 PT0743  DYNAMIC HEIGHT  -        837.984 (meters)     2749.29  (feet) COMP
 PT0743  MODELED GRAVITY -    980,301.5   (mgal)                       NAVD 88
 PT0743
 PT0743  VERT ORDER      -  SECOND    CLASS 0
 PT0743
 PT0743.The horizontal coordinates were scaled from a map and have
 PT0743.an estimated accuracy of +/- 6 seconds.
 PT0743
 PT0743.The orthometric height was determined by differential leveling and
 PT0743.adjusted by the NATIONAL GEODETIC SURVEY
 PT0743.in June 1991.
 PT0743
 PT0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0743.GEOID18 height accuracy estimate available here.
 PT0743
 PT0743.Click photographs - Photos may exist for this station.
 PT0743
 PT0743.The dynamic height is computed by dividing the NAVD 88
 PT0743.geopotential number by the normal gravity value computed on the
 PT0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0743.degrees latitude (g = 980.6199 gals.).
 PT0743
 PT0743.The modeled gravity was interpolated from observed gravity values.
 PT0743
 PT0743;                    North         East    Units  Estimated Accuracy
 PT0743;SPC SD S     -   209,980.      469,830.      MT  (+/- 180 meters Scaled)
 PT0743
 PT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP633996(NAD 83)
 PT0743
 PT0743                          SUPERSEDED SURVEY CONTROL
 PT0743
 PT0743  NGVD 29 (??/??/92)  837.763  (m)         2748.56   (f) ADJ UNCH    2 0
 PT0743
 PT0743.Superseded values are not recommended for survey control.
 PT0743
 PT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0743.See file dsdata.pdf to determine how the superseded data were derived.
 PT0743
 PT0743_MARKER: DB = BENCH MARK DISK
 PT0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0743_STAMPING: Z 383 1962
 PT0743_MARK LOGO: CGS
 PT0743_PROJECTION: PROJECTING 10 CENTIMETERS
 PT0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0743+STABILITY: SURFACE MOTION
 PT0743
 PT0743  HISTORY     - Date     Condition        Report By
 PT0743  HISTORY     - 1962     MONUMENTED       CGS
 PT0743
 PT0743                          STATION DESCRIPTION
 PT0743
 PT0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0743'13.3 MI SW FROM HILLAND.
 PT0743'ABOUT 0.5 MILE EAST ALONG A GRAVELED ROAD FROM THE CHURCH AND
 PT0743'CEMETERY AT HILLAND, THENCE 1.55 MILES SOUTH ALONG A GRAVELED
 PT0743'ROAD, THENCE 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 PT0743'4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 PT0743'ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG A GRADED
 PT0743'DIRT ROAD, IN SECTION 16, T 3 N, R 18 E AT A ROAD JUNCTION,
 PT0743'36 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST,
 PT0743'49 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 44 FEET
 PT0743'EAST OF THE EAST END OF A CATTLE GUARD, 2 FEET NORTH OF A FENCE,
 PT0743'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PT0743'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0124 ***********************************************************************
 OT0124  DESIGNATION -  Z 384
 OT0124  PID         -  OT0124
 OT0124  STATE/COUNTY-  SD/PENNINGTON
 OT0124  COUNTRY     -  US
 OT0124  USGS QUAD   -  WALL (2017)
 OT0124
 OT0124                         *CURRENT SURVEY CONTROL
 OT0124  ______________________________________________________________________
 OT0124* NAD 83(1986) POSITION- 43 57 25.     (N) 102 08 20.     (W)   SCALED
 OT0124* NAVD 88 ORTHO HEIGHT -   808.709 (meters)     2653.24  (feet) ADJUSTED
 OT0124  ______________________________________________________________________
 OT0124  GEOID HEIGHT    -        -19.353 (meters)                     GEOID18
 OT0124  DYNAMIC HEIGHT  -        808.463 (meters)     2652.43  (feet) COMP
 OT0124  MODELED GRAVITY -    980,287.1   (mgal)                       NAVD 88
 OT0124
 OT0124  VERT ORDER      -  SECOND    CLASS 0
 OT0124
 OT0124.The horizontal coordinates were scaled from a map and have
 OT0124.an estimated accuracy of +/- 6 seconds.
 OT0124
 OT0124.The orthometric height was determined by differential leveling and
 OT0124.adjusted by the NATIONAL GEODETIC SURVEY
 OT0124.in June 1991.
 OT0124
 OT0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0124.GEOID18 height accuracy estimate available here.
 OT0124
 OT0124.Click photographs - Photos may exist for this station.
 OT0124
 OT0124.The dynamic height is computed by dividing the NAVD 88
 OT0124.geopotential number by the normal gravity value computed on the
 OT0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0124.degrees latitude (g = 980.6199 gals.).
 OT0124
 OT0124.The modeled gravity was interpolated from observed gravity values.
 OT0124
 OT0124;                    North         East    Units  Estimated Accuracy
 OT0124;SPC SD S     -   181,950.      455,100.      MT  (+/- 180 meters Scaled)
 OT0124
 OT0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ295710(NAD 83)
 OT0124
 OT0124                          SUPERSEDED SURVEY CONTROL
 OT0124
 OT0124  NGVD 29 (??/??/92)  808.252  (m)         2651.74   (f) ADJ UNCH    2 0
 OT0124
 OT0124.Superseded values are not recommended for survey control.
 OT0124
 OT0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0124.See file dsdata.pdf to determine how the superseded data were derived.
 OT0124
 OT0124_MARKER: DB = BENCH MARK DISK
 OT0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0124_STAMPING: Z 384 1962
 OT0124_MARK LOGO: CGS
 OT0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0124+STABILITY: SURFACE MOTION
 OT0124
 OT0124  HISTORY     - Date     Condition        Report By
 OT0124  HISTORY     - 1962     MONUMENTED       CGS
 OT0124
 OT0124                          STATION DESCRIPTION
 OT0124
 OT0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0124'2.9 MI S FROM QUINN.
 OT0124'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OT0124'AT QUINN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 14, THENCE
 OT0124'2.0 MILES SOUTH ALONG BLADED DIRT ROAD AT THE CREST OF A HILL
 OT0124'IN SECTION 13, T 1 S, R 16 E, 0.2 MILE SOUTH OF A WOODEN BRIDGE,
 OT0124'0.1 MILE SOUTH OF A POWER POLE, 35 FEET WEST OF THE CENTER LINE
 OT0124'OF THE ROAD, 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 OT0124'TRAIL ROAD, 1 1/2 FEET EAST OF A FENCE, 1.1 FEET EAST OF A
 OT0124'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OT0124'TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0572 ***********************************************************************
 OT0572  DESIGNATION -  Z 385
 OT0572  PID         -  OT0572
 OT0572  STATE/COUNTY-  SD/PENNINGTON
 OT0572  COUNTRY     -  US
 OT0572  USGS QUAD   -  QUINN TABLE NE (2017)
 OT0572
 OT0572                         *CURRENT SURVEY CONTROL
 OT0572  ______________________________________________________________________
 OT0572* NAD 83(1986) POSITION- 43 59 44.     (N) 102 15 31.     (W)   SCALED
 OT0572* NAVD 88 ORTHO HEIGHT -   855.086 (meters)     2805.39  (feet) ADJUSTED
 OT0572  ______________________________________________________________________
 OT0572  GEOID HEIGHT    -        -18.949 (meters)                     GEOID18
 OT0572  DYNAMIC HEIGHT  -        854.826 (meters)     2804.54  (feet) COMP
 OT0572  MODELED GRAVITY -    980,284.7   (mgal)                       NAVD 88
 OT0572
 OT0572  VERT ORDER      -  SECOND    CLASS 0
 OT0572
 OT0572.The horizontal coordinates were scaled from a map and have
 OT0572.an estimated accuracy of +/- 6 seconds.
 OT0572
 OT0572.The orthometric height was determined by differential leveling and
 OT0572.adjusted by the NATIONAL GEODETIC SURVEY
 OT0572.in June 1991.
 OT0572
 OT0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0572.GEOID18 height accuracy estimate available here.
 OT0572
 OT0572.Click photographs - Photos may exist for this station.
 OT0572
 OT0572.The dynamic height is computed by dividing the NAVD 88
 OT0572.geopotential number by the normal gravity value computed on the
 OT0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0572.degrees latitude (g = 980.6199 gals.).
 OT0572
 OT0572.The modeled gravity was interpolated from observed gravity values.
 OT0572
 OT0572;                    North         East    Units  Estimated Accuracy
 OT0572;SPC SD S     -   186,450.      445,590.      MT  (+/- 180 meters Scaled)
 OT0572
 OT0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ198750(NAD 83)
 OT0572
 OT0572                          SUPERSEDED SURVEY CONTROL
 OT0572
 OT0572  NGVD 29 (??/??/92)  854.629  (m)         2803.90   (f) ADJ UNCH    2 0
 OT0572
 OT0572.Superseded values are not recommended for survey control.
 OT0572
 OT0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0572.See file dsdata.pdf to determine how the superseded data were derived.
 OT0572
 OT0572_MARKER: DB = BENCH MARK DISK
 OT0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OT0572_STAMPING: Z 385 1962
 OT0572_MARK LOGO: CGS
 OT0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0572+STABILITY: SURFACE MOTION
 OT0572
 OT0572  HISTORY     - Date     Condition        Report By
 OT0572  HISTORY     - 1962     MONUMENTED       CGS
 OT0572
 OT0572                          STATION DESCRIPTION
 OT0572
 OT0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OT0572'0.9 MI W FROM WALL.
 OT0572'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 OT0572'WALL, THENCE 0.7 MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE
 OT0572'0.1 MILE NORTHWEST ALONG U.S. HIGHWAY 14 AND 16 IN SECTION 36,
 OT0572'T 1 N, R 15 E, 195 FEET NORTH OF THE CENTER LINE OF HIGHWAY 14
 OT0572'AND 16, 131 FEET EAST OF THE CENTER OF A WIRE GATE AND PRIVATE
 OT0572'ROAD LEADING NORTH, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF
 OT0572'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 OT0572'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0551 ***********************************************************************
 OS0551  DESIGNATION -  Z 386
 OS0551  PID         -  OS0551
 OS0551  STATE/COUNTY-  SD/JACKSON
 OS0551  COUNTRY     -  US
 OS0551  USGS QUAD   -  COTTONWOOD NE (2017)
 OS0551
 OS0551                         *CURRENT SURVEY CONTROL
 OS0551  ______________________________________________________________________
 OS0551* NAD 83(1986) POSITION- 43 52 44.     (N) 101 48 00.     (W)   SCALED
 OS0551* NAVD 88 ORTHO HEIGHT -   745.272 (meters)     2445.11  (feet) ADJUSTED
 OS0551  ______________________________________________________________________
 OS0551  GEOID HEIGHT    -        -20.543 (meters)                     GEOID18
 OS0551  DYNAMIC HEIGHT  -        745.042 (meters)     2444.36  (feet) COMP
 OS0551  MODELED GRAVITY -    980,285.8   (mgal)                       NAVD 88
 OS0551
 OS0551  VERT ORDER      -  SECOND    CLASS 0
 OS0551
 OS0551.The horizontal coordinates were scaled from a map and have
 OS0551.an estimated accuracy of +/- 6 seconds.
 OS0551
 OS0551.The orthometric height was determined by differential leveling and
 OS0551.adjusted by the NATIONAL GEODETIC SURVEY
 OS0551.in June 1991.
 OS0551
 OS0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0551.GEOID18 height accuracy estimate available here.
 OS0551
 OS0551.Click photographs - Photos may exist for this station.
 OS0551
 OS0551.The dynamic height is computed by dividing the NAVD 88
 OS0551.geopotential number by the normal gravity value computed on the
 OS0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0551.degrees latitude (g = 980.6199 gals.).
 OS0551
 OS0551.The modeled gravity was interpolated from observed gravity values.
 OS0551
 OS0551;                    North         East    Units  Estimated Accuracy
 OS0551;SPC SD S     -   172,740.      482,140.      MT  (+/- 180 meters Scaled)
 OS0551
 OS0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP750622(NAD 83)
 OS0551
 OS0551                          SUPERSEDED SURVEY CONTROL
 OS0551
 OS0551  NGVD 29 (??/??/92)  744.822  (m)         2443.64   (f) ADJ UNCH    2 0
 OS0551
 OS0551.Superseded values are not recommended for survey control.
 OS0551
 OS0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0551.See file dsdata.pdf to determine how the superseded data were derived.
 OS0551
 OS0551_MARKER: DB = BENCH MARK DISK
 OS0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0551_STAMPING: Z 386 1962
 OS0551_MARK LOGO: CGS
 OS0551_PROJECTION: PROJECTING 20 CENTIMETERS
 OS0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0551+STABILITY: SURFACE MOTION
 OS0551
 OS0551  HISTORY     - Date     Condition        Report By
 OS0551  HISTORY     - 1962     MONUMENTED       CGS
 OS0551
 OS0551                          STATION DESCRIPTION
 OS0551
 OS0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0551'11.7 MI SE FROM COTTONWOOD.
 OS0551'ABOUT 0.2 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE
 OS0551'AT COTTONWOOD, THENCE 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14,
 OS0551'THENCE 3.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 OS0551'EAST ALONG GRADED DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG A
 OS0551'GRADED DIRT ROAD, THENCE 2.3 MILES SOUTH ALONG A GRAVELED ROAD,
 OS0551'OR 0.5 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, MILWAUKEE,
 OS0551'ST. PAUL AND PACIFIC RAILROAD STATION AT KADOKA, THENCE 7.7
 OS0551'MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40 AND 73,
 OS0551'THENCE 7.0 MILES WEST ALONG U.S. HIGHWAY 16 AND STATE HIGHWAY 40,
 OS0551'THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, 31 FEET EAST OF THE
 OS0551'CENTER LINE OF THE ROAD, 100 FEET SOUTH OF A EAST-WEST SECTION
 OS0551'LINE FENCE, 60 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET
 OS0551'WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 OS0551'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OS0551'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1843 ***********************************************************************
 PU1843  DESIGNATION -  Z 387
 PU1843  PID         -  PU1843
 PU1843  STATE/COUNTY-  SD/BUTTE
 PU1843  COUNTRY     -  US
 PU1843  USGS QUAD   -  ANTELOPE BUTTE (2017)
 PU1843
 PU1843                         *CURRENT SURVEY CONTROL
 PU1843  ______________________________________________________________________
 PU1843* NAD 83(1986) POSITION- 44 59 16.     (N) 103 52 27.     (W)   SCALED
 PU1843* NAVD 88 ORTHO HEIGHT -   954.271 (meters)     3130.80  (feet) ADJUSTED
 PU1843  ______________________________________________________________________
 PU1843  GEOID HEIGHT    -        -15.837 (meters)                     GEOID18
 PU1843  DYNAMIC HEIGHT  -        954.020 (meters)     3129.98  (feet) COMP
 PU1843  MODELED GRAVITY -    980,322.1   (mgal)                       NAVD 88
 PU1843
 PU1843  VERT ORDER      -  SECOND    CLASS 0
 PU1843
 PU1843.The horizontal coordinates were scaled from a map and have
 PU1843.an estimated accuracy of +/- 6 seconds.
 PU1843
 PU1843.The orthometric height was determined by differential leveling and
 PU1843.adjusted by the NATIONAL GEODETIC SURVEY
 PU1843.in June 1991.
 PU1843
 PU1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1843.GEOID18 height accuracy estimate available here.
 PU1843
 PU1843.Click photographs - Photos may exist for this station.
 PU1843
 PU1843.The dynamic height is computed by dividing the NAVD 88
 PU1843.geopotential number by the normal gravity value computed on the
 PU1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1843.degrees latitude (g = 980.6199 gals.).
 PU1843
 PU1843.The modeled gravity was interpolated from observed gravity values.
 PU1843
 PU1843;                    North         East    Units  Estimated Accuracy
 PU1843;SPC SD N     -   135,590.      294,600.      MT  (+/- 180 meters Scaled)
 PU1843
 PU1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK887822(NAD 83)
 PU1843
 PU1843                          SUPERSEDED SURVEY CONTROL
 PU1843
 PU1843  NGVD 29 (??/??/92)  953.777  (m)         3129.18   (f) ADJ UNCH    2 0
 PU1843
 PU1843.Superseded values are not recommended for survey control.
 PU1843
 PU1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1843.See file dsdata.pdf to determine how the superseded data were derived.
 PU1843
 PU1843_MARKER: DB = BENCH MARK DISK
 PU1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1843_STAMPING: Z 387 1962
 PU1843_MARK LOGO: CGS
 PU1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1843+STABILITY: SURFACE MOTION
 PU1843
 PU1843  HISTORY     - Date     Condition        Report By
 PU1843  HISTORY     - 1962     MONUMENTED       CGS
 PU1843
 PU1843                          STATION DESCRIPTION
 PU1843
 PU1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1843'23.2 MI N FROM BELLE FOURCHE.
 PU1843'ABOUT 12.45 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO
 PU1843'AND NORTH WESTERN RAILWAY STATION AT BELLE FOURCHE, THENCE 10.75
 PU1843'MILES NORTH ALONG A GRAVELED ROAD, AT THE TOP OF A HILL, IN
 PU1843'SECTION 22, T 12 N, R 2 E, 58 FEET EAST OF THE CENTER LINE OF
 PU1843'THE ROAD, 1 1/2 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A METAL
 PU1843'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1843'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0762 ***********************************************************************
 PT0762  DESIGNATION -  Z 388
 PT0762  PID         -  PT0762
 PT0762  STATE/COUNTY-  SD/HAAKON
 PT0762  COUNTRY     -  US
 PT0762  USGS QUAD   -  GRINDSTONE SW (2017)
 PT0762
 PT0762                         *CURRENT SURVEY CONTROL
 PT0762  ______________________________________________________________________
 PT0762* NAD 83(1986) POSITION- 44 03 09.     (N) 101 54 26.     (W)   SCALED
 PT0762* NAVD 88 ORTHO HEIGHT -   766.500 (meters)     2514.76  (feet) ADJUSTED
 PT0762  ______________________________________________________________________
 PT0762  GEOID HEIGHT    -        -20.208 (meters)                     GEOID18
 PT0762  DYNAMIC HEIGHT  -        766.270 (meters)     2514.00  (feet) COMP
 PT0762  MODELED GRAVITY -    980,293.2   (mgal)                       NAVD 88
 PT0762
 PT0762  VERT ORDER      -  SECOND    CLASS 0
 PT0762
 PT0762.The horizontal coordinates were scaled from a map and have
 PT0762.an estimated accuracy of +/- 6 seconds.
 PT0762
 PT0762.The orthometric height was determined by differential leveling and
 PT0762.adjusted by the NATIONAL GEODETIC SURVEY
 PT0762.in June 1991.
 PT0762
 PT0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0762.GEOID18 height accuracy estimate available here.
 PT0762
 PT0762.Click photographs - Photos may exist for this station.
 PT0762
 PT0762.The dynamic height is computed by dividing the NAVD 88
 PT0762.geopotential number by the normal gravity value computed on the
 PT0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0762.degrees latitude (g = 980.6199 gals.).
 PT0762
 PT0762.The modeled gravity was interpolated from observed gravity values.
 PT0762
 PT0762;                    North         East    Units  Estimated Accuracy
 PT0762;SPC SD S     -   192,180.      473,890.      MT  (+/- 180 meters Scaled)
 PT0762
 PT0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP671818(NAD 83)
 PT0762
 PT0762                          SUPERSEDED SURVEY CONTROL
 PT0762
 PT0762  NGVD 29 (??/??/92)  766.042  (m)         2513.26   (f) ADJ UNCH    2 0
 PT0762
 PT0762.Superseded values are not recommended for survey control.
 PT0762
 PT0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0762.See file dsdata.pdf to determine how the superseded data were derived.
 PT0762
 PT0762_MARKER: DB = BENCH MARK DISK
 PT0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0762_STAMPING: Z 388 1962
 PT0762_MARK LOGO: CGS
 PT0762_PROJECTION: PROJECTING 15 CENTIMETERS
 PT0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0762+STABILITY: SURFACE MOTION
 PT0762
 PT0762  HISTORY     - Date     Condition        Report By
 PT0762  HISTORY     - 1962     MONUMENTED       CGS
 PT0762
 PT0762                          STATION DESCRIPTION
 PT0762
 PT0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PT0762'7.8 MI NNW FROM COTTONWOOD.
 PT0762'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE POST OFFICE
 PT0762'AT COTTONWOOD, THENCE 6.55 MILES NORTH ALONG A GRADED DIRT ROAD
 PT0762'TO A ROAD INTERSECTION AND BENCH MARK A 389, THENCE 1.0 MILES
 PT0762'WEST ALONG A GRADED DIRT ROAD, 100 FEET NORTHEAST OF AND ACROSS
 PT0762'THE ROAD FROM A POWER POLE, 39 FEET EAST OF THE CENTER LINE OF A
 PT0762'TRAIL ROAD LEADING WEST, 33 FEET NORTH OF THE CENTER LINE OF
 PT0762'THE ROAD, 3 1/2 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 PT0762'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 PT0762'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PT0762'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0016 ***********************************************************************
 PU0016  DESIGNATION -  Z 390
 PU0016  PID         -  PU0016
 PU0016  STATE/COUNTY-  SD/MEADE
 PU0016  COUNTRY     -  US
 PU0016  USGS QUAD   -  OPAL EAST (2017)
 PU0016
 PU0016                         *CURRENT SURVEY CONTROL
 PU0016  ______________________________________________________________________
 PU0016* NAD 83(1986) POSITION- 44 56 09.     (N) 102 27 07.     (W)   SCALED
 PU0016* NAVD 88 ORTHO HEIGHT -   820.824 (meters)     2692.99  (feet) ADJUSTED
 PU0016  ______________________________________________________________________
 PU0016  GEOID HEIGHT    -        -18.441 (meters)                     GEOID18
 PU0016  DYNAMIC HEIGHT  -        820.646 (meters)     2692.40  (feet) COMP
 PU0016  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 PU0016
 PU0016  VERT ORDER      -  SECOND    CLASS 0
 PU0016
 PU0016.The horizontal coordinates were scaled from a map and have
 PU0016.an estimated accuracy of +/- 6 seconds.
 PU0016
 PU0016.The orthometric height was determined by differential leveling and
 PU0016.adjusted by the NATIONAL GEODETIC SURVEY
 PU0016.in June 1991.
 PU0016
 PU0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0016.GEOID18 height accuracy estimate available here.
 PU0016
 PU0016.Click photographs - Photos may exist for this station.
 PU0016
 PU0016.The dynamic height is computed by dividing the NAVD 88
 PU0016.geopotential number by the normal gravity value computed on the
 PU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0016.degrees latitude (g = 980.6199 gals.).
 PU0016
 PU0016.The modeled gravity was interpolated from observed gravity values.
 PU0016
 PU0016;                    North         East    Units  Estimated Accuracy
 PU0016;SPC SD N     -   125,440.      406,500.      MT  (+/- 180 meters Scaled)
 PU0016
 PU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK010789(NAD 83)
 PU0016
 PU0016                          SUPERSEDED SURVEY CONTROL
 PU0016
 PU0016  NGVD 29 (??/??/92)  820.362  (m)         2691.47   (f) ADJ UNCH    2 0
 PU0016
 PU0016.Superseded values are not recommended for survey control.
 PU0016
 PU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0016.See file dsdata.pdf to determine how the superseded data were derived.
 PU0016
 PU0016_MARKER: DB = BENCH MARK DISK
 PU0016_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PU0016+WITH SETTING: INFORMATION.
 PU0016_STAMPING: Z 390 1963
 PU0016_MARK LOGO: CGS
 PU0016_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0016_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PU0016_ROD/PIPE-DEPTH: 2.4 meters
 PU0016
 PU0016  HISTORY     - Date     Condition        Report By
 PU0016  HISTORY     - 1963     MONUMENTED       CGS
 PU0016
 PU0016                          STATION DESCRIPTION
 PU0016
 PU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0016'4.7 MI NE FROM OPAL.
 PU0016'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0016'POST OFFICE AT OPAL, THENCE 2.9 MILES NORTH ALONG A GRAVELED
 PU0016'ROAD, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 51 FEET
 PU0016'SOUTH OF THE PROJECTED CENTER LINE OF A ROAD LEADING EAST,
 PU0016'4 1/2 FEET NORTH OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A
 PU0016'FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 PU0016'BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 PU0016'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND
 PU0016'ENCASED IN A 6-INCH TILE PROJECTING 6-INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0035 ***********************************************************************
 PU0035  DESIGNATION -  Z 391
 PU0035  PID         -  PU0035
 PU0035  STATE/COUNTY-  SD/MEADE
 PU0035  COUNTRY     -  US
 PU0035  USGS QUAD   -  WHITE OWL NW (2017)
 PU0035
 PU0035                         *CURRENT SURVEY CONTROL
 PU0035  ______________________________________________________________________
 PU0035* NAD 83(1986) POSITION- 44 42 15.     (N) 102 23 21.     (W)   SCALED
 PU0035* NAVD 88 ORTHO HEIGHT -   847.470 (meters)     2780.41  (feet) ADJUSTED
 PU0035  ______________________________________________________________________
 PU0035  GEOID HEIGHT    -        -18.815 (meters)                     GEOID18
 PU0035  DYNAMIC HEIGHT  -        847.264 (meters)     2779.73  (feet) COMP
 PU0035  MODELED GRAVITY -    980,345.1   (mgal)                       NAVD 88
 PU0035
 PU0035  VERT ORDER      -  SECOND    CLASS 0
 PU0035
 PU0035.The horizontal coordinates were scaled from a map and have
 PU0035.an estimated accuracy of +/- 6 seconds.
 PU0035
 PU0035.The orthometric height was determined by differential leveling and
 PU0035.adjusted by the NATIONAL GEODETIC SURVEY
 PU0035.in June 1991.
 PU0035
 PU0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0035.GEOID18 height accuracy estimate available here.
 PU0035
 PU0035.Click photographs - Photos may exist for this station.
 PU0035
 PU0035.The dynamic height is computed by dividing the NAVD 88
 PU0035.geopotential number by the normal gravity value computed on the
 PU0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0035.degrees latitude (g = 980.6199 gals.).
 PU0035
 PU0035.The modeled gravity was interpolated from observed gravity values.
 PU0035
 PU0035;                    North         East    Units  Estimated Accuracy
 PU0035;SPC SD N     -    99,560.      410,690.      MT  (+/- 180 meters Scaled)
 PU0035
 PU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK068534(NAD 83)
 PU0035
 PU0035                          SUPERSEDED SURVEY CONTROL
 PU0035
 PU0035  NGVD 29 (??/??/92)  847.005  (m)         2778.88   (f) ADJ UNCH    2 0
 PU0035
 PU0035.Superseded values are not recommended for survey control.
 PU0035
 PU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0035.See file dsdata.pdf to determine how the superseded data were derived.
 PU0035
 PU0035_MARKER: DB = BENCH MARK DISK
 PU0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PU0035_STAMPING: Z 391 1963
 PU0035_MARK LOGO: CGS
 PU0035_PROJECTION: PROJECTING 15 CENTIMETERS
 PU0035_MAGNETIC: I = MARKER IS A STEEL ROD
 PU0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU0035
 PU0035  HISTORY     - Date     Condition        Report By
 PU0035  HISTORY     - 1963     MONUMENTED       CGS
 PU0035
 PU0035                          STATION DESCRIPTION
 PU0035
 PU0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0035'9 MI NW FROM MARCUS.
 PU0035'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0035'POST OFFICE AT MARCUS, THENCE 3.3 MILES NORTH ALONG A GRAVELED
 PU0035'ROAD, THENCE 5.15 MILES WEST ALONG A GRAVELED ROAD, OR 1.7
 PU0035'MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AND POST
 PU0035'OFFICE AT RED OWL, THENCE 8.75 MILES EAST ALONG A GRAVELED
 PU0035'ROAD, IN SECTION 35, T 9 N, R 14 E, 42 FEET SOUTH OF THE CENTER
 PU0035'LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 0.8 FEET SOUTH OF A
 PU0035'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 PU0035'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 PU0035'TO THE DEPTH OF 11 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 PU0035'6 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0342 ***********************************************************************
 OT0342  DESIGNATION -  Z 392
 OT0342  PID         -  OT0342
 OT0342  STATE/COUNTY-  SD/CUSTER
 OT0342  COUNTRY     -  US
 OT0342  USGS QUAD   -  BOLAND RIDGE (2017)
 OT0342
 OT0342                         *CURRENT SURVEY CONTROL
 OT0342  ______________________________________________________________________
 OT0342* NAD 83(1986) POSITION- 43 33 27.     (N) 103 16 02.     (W)   SCALED
 OT0342* NAVD 88 ORTHO HEIGHT -   995.633 (meters)     3266.51  (feet) ADJUSTED
 OT0342  ______________________________________________________________________
 OT0342  GEOID HEIGHT    -        -16.104 (meters)                     GEOID18
 OT0342  DYNAMIC HEIGHT  -        995.246 (meters)     3265.24  (feet) COMP
 OT0342  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 OT0342
 OT0342  VERT ORDER      -  FIRST     CLASS II
 OT0342
 OT0342.The horizontal coordinates were scaled from a map and have
 OT0342.an estimated accuracy of +/- 6 seconds.
 OT0342
 OT0342.The orthometric height was determined by differential leveling and
 OT0342.adjusted by the NATIONAL GEODETIC SURVEY
 OT0342.in June 1991.
 OT0342
 OT0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0342.GEOID18 height accuracy estimate available here.
 OT0342
 OT0342.Click photographs - Photos may exist for this station.
 OT0342
 OT0342.The dynamic height is computed by dividing the NAVD 88
 OT0342.geopotential number by the normal gravity value computed on the
 OT0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0342.degrees latitude (g = 980.6199 gals.).
 OT0342
 OT0342.The modeled gravity was interpolated from observed gravity values.
 OT0342
 OT0342;                    North         East    Units  Estimated Accuracy
 OT0342;SPC SD S     -   140,180.      363,010.      MT  (+/- 180 meters Scaled)
 OT0342
 OT0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ399241(NAD 83)
 OT0342
 OT0342                          SUPERSEDED SURVEY CONTROL
 OT0342
 OT0342  NGVD 29 (??/??/92)  995.154  (m)         3264.93   (f) ADJ UNCH    1 2
 OT0342
 OT0342.Superseded values are not recommended for survey control.
 OT0342
 OT0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0342.See file dsdata.pdf to determine how the superseded data were derived.
 OT0342
 OT0342_MARKER: DB = BENCH MARK DISK
 OT0342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OT0342_STAMPING: Z 392 1963
 OT0342_MARK LOGO: CGS
 OT0342_PROJECTION: PROJECTING 15 CENTIMETERS
 OT0342_MAGNETIC: I = MARKER IS A STEEL ROD
 OT0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0342
 OT0342  HISTORY     - Date     Condition        Report By
 OT0342  HISTORY     - 1963     MONUMENTED       CGS
 OT0342
 OT0342                          STATION DESCRIPTION
 OT0342
 OT0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0342'5.4 MI N FROM BUFFALO GAP.
 OT0342'ABOUT 0.1 MILES EAST ALONG MAIN STREET FROM THE SOUTHERN HILLS
 OT0342'BANK AT BUFFALO GAP, THENCE 5.35 MILES NORTH ALONG THE CHICAGO
 OT0342'AND NORTH WESTERN RAILWAY, 4 POLES SOUTH OF MILE POST 56, IN
 OT0342'SECTION 3, T 6 S, R 7 E, 47 FEET EAST OF THE EAST RAIL, 48 FEET
 OT0342'NORTHEAST OF THE NORTHEAST CORNER OF A TRESTLE, 1 FOOT WEST OF A
 OT0342'FENCE, 4 FEET SOUTH OF A FENCE, 1.2 FEET NORTHWEST OF A METAL
 OT0342'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE RAILS, AND ON
 OT0342'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 OT0342'OF 18 1/2 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 OT0342'INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0075 ***********************************************************************
 QT0075  DESIGNATION -  Z 393
 QT0075  PID         -  QT0075
 QT0075  STATE/COUNTY-  SD/MEADE
 QT0075  COUNTRY     -  US
 QT0075  USGS QUAD   -  SIGNAL BUTTE (2017)
 QT0075
 QT0075                         *CURRENT SURVEY CONTROL
 QT0075  ______________________________________________________________________
 QT0075* NAD 83(1986) POSITION- 45 01 20.     (N) 102 25 56.     (W)   SCALED
 QT0075* NAVD 88 ORTHO HEIGHT -   858.773 (meters)     2817.49  (feet) ADJUSTED
 QT0075  ______________________________________________________________________
 QT0075  GEOID HEIGHT    -        -18.429 (meters)                     GEOID18
 QT0075  DYNAMIC HEIGHT  -        858.594 (meters)     2816.90  (feet) COMP
 QT0075  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 QT0075
 QT0075  VERT ORDER      -  FIRST     CLASS II
 QT0075
 QT0075.The horizontal coordinates were scaled from a map and have
 QT0075.an estimated accuracy of +/- 6 seconds.
 QT0075
 QT0075.The orthometric height was determined by differential leveling and
 QT0075.adjusted by the NATIONAL GEODETIC SURVEY
 QT0075.in June 1991.
 QT0075
 QT0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0075.GEOID18 height accuracy estimate available here.
 QT0075
 QT0075.Click photographs - Photos may exist for this station.
 QT0075
 QT0075.The dynamic height is computed by dividing the NAVD 88
 QT0075.geopotential number by the normal gravity value computed on the
 QT0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0075.degrees latitude (g = 980.6199 gals.).
 QT0075
 QT0075.The modeled gravity was interpolated from observed gravity values.
 QT0075
 QT0075;                    North         East    Units  Estimated Accuracy
 QT0075;SPC SD N     -   134,990.      408,340.      MT  (+/- 180 meters Scaled)
 QT0075
 QT0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK023886(NAD 83)
 QT0075
 QT0075                          SUPERSEDED SURVEY CONTROL
 QT0075
 QT0075  NGVD 29 (??/??/92)  858.314  (m)         2815.99   (f) ADJ UNCH    1 2
 QT0075
 QT0075.Superseded values are not recommended for survey control.
 QT0075
 QT0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0075.See file dsdata.pdf to determine how the superseded data were derived.
 QT0075
 QT0075_MARKER: DB = BENCH MARK DISK
 QT0075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QT0075_STAMPING: Z 393 1963
 QT0075_MARK LOGO: CGS
 QT0075_PROJECTION: FLUSH
 QT0075_MAGNETIC: I = MARKER IS A STEEL ROD
 QT0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QT0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0075+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0075_ROD/PIPE-DEPTH: 3.4 meters
 QT0075
 QT0075  HISTORY     - Date     Condition        Report By
 QT0075  HISTORY     - 1963     MONUMENTED       CGS
 QT0075  HISTORY     - 19960425 GOOD             NGS
 QT0075
 QT0075                          STATION DESCRIPTION
 QT0075
 QT0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QT0075'10.7 MI E FROM MAURINE.
 QT0075'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0075'MAURINE, THENCE 7.4 MILES SOUTHEAST ALONG A DIRT ROAD, FORMERLY
 QT0075'U.S. HIGHWAY 212, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD TO
 QT0075'THE INTERSECTION WITH U.S. HIGHWAY 212, 263 FEET EAST OF THE
 QT0075'EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING SOUTH TO OPAL,
 QT0075'82 FEET EAST OF THE CENTER LINE OF A FIELD GATE, 50 FEET NORTH OF
 QT0075'THE CENTER LINE OF U.S. HIGHWAY 212, 48 FEET SOUTH OF A POWER
 QT0075'POLE, 1 FOOT SOUTH OF A FENCE, 1.0 FEET NORTH OF A METAL WITNESS
 QT0075'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON
 QT0075'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 QT0075'OF 11 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 2 INCHES.
 QT0075
 QT0075                          STATION RECOVERY (1996)
 QT0075
 QT0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0075'30.6 M (100.4 FT) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 QT0075'STATE HIGHWAY 73 IN FAITH, 340.0 M (1115.5 FT) EAST OF MILEPOST 95,
 QT0075'75.9 M (249.0 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD 35, 24.3
 QT0075'M (79.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 15.3 M
 QT0075'(50.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.3 M (50.2 FT) SOUTH OF A
 QT0075'UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 QT0075'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS
 QT0075'ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0059 ***********************************************************************
 PU0059  DESIGNATION -  Z 394
 PU0059  PID         -  PU0059
 PU0059  STATE/COUNTY-  SD/MEADE
 PU0059  COUNTRY     -  US
 PU0059  USGS QUAD   -  OPAL EAST (2017)
 PU0059
 PU0059                         *CURRENT SURVEY CONTROL
 PU0059  ______________________________________________________________________
 PU0059* NAD 83(1986) POSITION- 44 53 34.     (N) 102 24 40.     (W)   SCALED
 PU0059* NAVD 88 ORTHO HEIGHT -   799.224 (meters)     2622.12  (feet) ADJUSTED
 PU0059  ______________________________________________________________________
 PU0059  GEOID HEIGHT    -        -18.604 (meters)                     GEOID18
 PU0059  DYNAMIC HEIGHT  -        799.050 (meters)     2621.55  (feet) COMP
 PU0059  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 PU0059
 PU0059  VERT ORDER      -  SECOND    CLASS 0
 PU0059
 PU0059.The horizontal coordinates were scaled from a map and have
 PU0059.an estimated accuracy of +/- 6 seconds.
 PU0059
 PU0059.The orthometric height was determined by differential leveling and
 PU0059.adjusted by the NATIONAL GEODETIC SURVEY
 PU0059.in June 1991.
 PU0059
 PU0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0059.GEOID18 height accuracy estimate available here.
 PU0059
 PU0059.Click photographs - Photos may exist for this station.
 PU0059
 PU0059.The dynamic height is computed by dividing the NAVD 88
 PU0059.geopotential number by the normal gravity value computed on the
 PU0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0059.degrees latitude (g = 980.6199 gals.).
 PU0059
 PU0059.The modeled gravity was interpolated from observed gravity values.
 PU0059
 PU0059;                    North         East    Units  Estimated Accuracy
 PU0059;SPC SD N     -   120,560.      409,580.      MT  (+/- 180 meters Scaled)
 PU0059
 PU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK044743(NAD 83)
 PU0059
 PU0059                          SUPERSEDED SURVEY CONTROL
 PU0059
 PU0059  NGVD 29 (??/??/92)  798.763  (m)         2620.61   (f) ADJ UNCH    2 0
 PU0059
 PU0059.Superseded values are not recommended for survey control.
 PU0059
 PU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0059.See file dsdata.pdf to determine how the superseded data were derived.
 PU0059
 PU0059_MARKER: DB = BENCH MARK DISK
 PU0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0059_STAMPING: Z 394 1963
 PU0059_MARK LOGO: CGS
 PU0059_PROJECTION: PROJECTING 5 CENTIMETERS
 PU0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0059+STABILITY: SURFACE MOTION
 PU0059
 PU0059  HISTORY     - Date     Condition        Report By
 PU0059  HISTORY     - 1963     MONUMENTED       CGS
 PU0059
 PU0059                          STATION DESCRIPTION
 PU0059
 PU0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0059'3.8 MI E FROM OPAL.
 PU0059'ABOUT 3.8 MILES EAST ALONG A GRAVELED ROAD FROM THE STORE AND
 PU0059'POST OFFICE AT OPAL, 134 NORTHWEST OF THE CENTER LINE OF A ROAD
 PU0059'INTERSECTION, 50 FEET NORTHWEST OF THE CENTER LINE OF A CURVE IN
 PU0059'THE ROAD, 65 FEET NORTHEAST OF A TELEPHONE POLE, 97 FEET NORTH OF
 PU0059'THE CENTER LINE OF A GRAVELED ROAD, 1.0 FOOT SOUTHWEST OF A METAL
 PU0059'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON
 PU0059'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0544 ***********************************************************************
 OT0544  DESIGNATION -  Z 396
 OT0544  PID         -  OT0544
 OT0544  STATE/COUNTY-  SD/FALL RIVER
 OT0544  COUNTRY     -  US
 OT0544  USGS QUAD   -  MINNEKAHTA (2017)
 OT0544
 OT0544                         *CURRENT SURVEY CONTROL
 OT0544  ______________________________________________________________________
 OT0544* NAD 83(1986) POSITION- 43 27 22.     (N) 103 41 11.     (W)   SCALED
 OT0544* NAVD 88 ORTHO HEIGHT -  1300.965 (meters)     4268.25  (feet) ADJUSTED
 OT0544  ______________________________________________________________________
 OT0544  GEOID HEIGHT    -        -14.776 (meters)                     GEOID18
 OT0544  DYNAMIC HEIGHT  -       1300.396 (meters)     4266.38  (feet) COMP
 OT0544  MODELED GRAVITY -    980,135.9   (mgal)                       NAVD 88
 OT0544
 OT0544  VERT ORDER      -  FIRST     CLASS II
 OT0544
 OT0544.The horizontal coordinates were scaled from a map and have
 OT0544.an estimated accuracy of +/- 6 seconds.
 OT0544
 OT0544.The orthometric height was determined by differential leveling and
 OT0544.adjusted by the NATIONAL GEODETIC SURVEY
 OT0544.in June 1991.
 OT0544
 OT0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0544.GEOID18 height accuracy estimate available here.
 OT0544
 OT0544.Click photographs - Photos may exist for this station.
 OT0544
 OT0544.The dynamic height is computed by dividing the NAVD 88
 OT0544.geopotential number by the normal gravity value computed on the
 OT0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0544.degrees latitude (g = 980.6199 gals.).
 OT0544
 OT0544.The modeled gravity was interpolated from observed gravity values.
 OT0544
 OT0544;                    North         East    Units  Estimated Accuracy
 OT0544;SPC SD S     -   130,210.      328,720.      MT  (+/- 180 meters Scaled)
 OT0544
 OT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ062123(NAD 83)
 OT0544
 OT0544                          SUPERSEDED SURVEY CONTROL
 OT0544
 OT0544  NGVD 29 (??/??/92) 1300.391  (m)         4266.37   (f) ADJ UNCH    1 2
 OT0544
 OT0544.Superseded values are not recommended for survey control.
 OT0544
 OT0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OT0544.See file dsdata.pdf to determine how the superseded data were derived.
 OT0544
 OT0544_MARKER: DB = BENCH MARK DISK
 OT0544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0544+WITH SETTING: INFORMATION.
 OT0544_STAMPING: Z 396 1963
 OT0544_MARK LOGO: CGS
 OT0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0544
 OT0544  HISTORY     - Date     Condition        Report By
 OT0544  HISTORY     - 1963     MONUMENTED       CGS
 OT0544  HISTORY     - 1985     GOOD             NGS
 OT0544
 OT0544                          STATION DESCRIPTION
 OT0544
 OT0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OT0544'1.6 MI N FROM MINNEKAHTA.
 OT0544'ABOUT 1.65 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OT0544'RAILROAD FROM THE SECTION TOOL HOUSE AT MINNEKAHTA, IN SECTION 7,
 OT0544'T 7 S, R 4 E, 21 POLES SOUTH OF MILE POST 17, 15 POLES NORTH OF
 OT0544'MILE POST 18, 46 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF A
 OT0544'FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 OT0544'THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 OT0544'ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH
 OT0544'TILE WHICH PROJECTS 5 INCHES.
 OT0544
 OT0544                          STATION RECOVERY (1985)
 OT0544
 OT0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OT0544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0140 ***********************************************************************
 QT0140  DESIGNATION -  Z 401 RESET
 QT0140  PID         -  QT0140
 QT0140  STATE/COUNTY-  SD/MEADE
 QT0140  COUNTRY     -  US
 QT0140  USGS QUAD   -  BEVERLY CREEK (2017)
 QT0140
 QT0140                         *CURRENT SURVEY CONTROL
 QT0140  ______________________________________________________________________
 QT0140* NAD 83(1986) POSITION- 45 00 34.     (N) 102 52 01.     (W)   SCALED
 QT0140* NAVD 88 ORTHO HEIGHT -   871.340 (meters)     2858.72  (feet) ADJUSTED
 QT0140  ______________________________________________________________________
 QT0140  GEOID HEIGHT    -        -17.452 (meters)                     GEOID18
 QT0140  DYNAMIC HEIGHT  -        871.153 (meters)     2858.11  (feet) COMP
 QT0140  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 QT0140
 QT0140  VERT ORDER      -  FIRST     CLASS II
 QT0140
 QT0140.The horizontal coordinates were scaled from a map and have
 QT0140.an estimated accuracy of +/- 6 seconds.
 QT0140
 QT0140.The orthometric height was determined by differential leveling and
 QT0140.adjusted by the NATIONAL GEODETIC SURVEY
 QT0140.in July 1998.
 QT0140
 QT0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0140.GEOID18 height accuracy estimate available here.
 QT0140
 QT0140.Click photographs - Photos may exist for this station.
 QT0140
 QT0140.The dynamic height is computed by dividing the NAVD 88
 QT0140.geopotential number by the normal gravity value computed on the
 QT0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0140.degrees latitude (g = 980.6199 gals.).
 QT0140
 QT0140.The modeled gravity was interpolated from observed gravity values.
 QT0140
 QT0140;                    North         East    Units  Estimated Accuracy
 QT0140;SPC SD N     -   134,690.      374,050.      MT  (+/- 180 meters Scaled)
 QT0140
 QT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK680862(NAD 83)
 QT0140
 QT0140                          SUPERSEDED SURVEY CONTROL
 QT0140
 QT0140.No superseded survey control is available for this station.
 QT0140
 QT0140_MARKER: DB = BENCH MARK DISK
 QT0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0140_STAMPING: Z 401 RESET 1966
 QT0140_MARK LOGO: CGS
 QT0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0140+STABILITY: SURFACE MOTION
 QT0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0140+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 QT0140
 QT0140  HISTORY     - Date     Condition        Report By
 QT0140  HISTORY     - 1966     MONUMENTED       CGS
 QT0140  HISTORY     - 19960425 GOOD             NGS
 QT0140
 QT0140                          STATION DESCRIPTION
 QT0140
 QT0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0140'0.6 MI NE FROM MUD BUTTE.
 QT0140'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE STORE AT
 QT0140'MUD BUTTE, AT THE CROSSING OF A POWER LINE, 99 FEET SOUTH OF THE
 QT0140'CENTER OF U.S. HIGHWAY 212, 43 FEET EAST OF THE CENTER OF A FARM
 QT0140'ROAD, 31.8 FEET WEST OF A POWERLINE POLE, 1.5 FEET EAST OF A METAL
 QT0140'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 QT0140'4 INCHES.
 QT0140
 QT0140                          STATION RECOVERY (1996)
 QT0140
 QT0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QT0140'1.0 KM (0.60 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 QT0140'IN MUD BUTTE, 724.0 M (2375.3 FT) WEST OF MILEPOST 73, 37.8 M (124.0
 QT0140'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.6 M (44.6 FT) NORTHEAST OF
 QT0140'THE CENTER OF A TRACK ROAD, 9.6 M (31.5 FT) SOUTHWEST OF A UTILITY
 QT0140'POLE, 6.7 M (22.0 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST
 QT0140'OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 QT0140'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0770 ***********************************************************************
 PU0770  DESIGNATION -  Z 402
 PU0770  PID         -  PU0770
 PU0770  STATE/COUNTY-  SD/MEADE
 PU0770  COUNTRY     -  US
 PU0770  USGS QUAD   -  SQUAW BUTTES (2017)
 PU0770
 PU0770                         *CURRENT SURVEY CONTROL
 PU0770  ______________________________________________________________________
 PU0770* NAD 83(1986) POSITION- 44 52 41.     (N) 102 44 10.     (W)   SCALED
 PU0770* NAVD 88 ORTHO HEIGHT -   782.313 (meters)     2566.64  (feet) ADJUSTED
 PU0770  ______________________________________________________________________
 PU0770  GEOID HEIGHT    -        -17.775 (meters)                     GEOID18
 PU0770  DYNAMIC HEIGHT  -        782.146 (meters)     2566.09  (feet) COMP
 PU0770  MODELED GRAVITY -    980,377.5   (mgal)                       NAVD 88
 PU0770
 PU0770  VERT ORDER      -  SECOND    CLASS 0
 PU0770
 PU0770.The horizontal coordinates were scaled from a map and have
 PU0770.an estimated accuracy of +/- 6 seconds.
 PU0770
 PU0770.The orthometric height was determined by differential leveling and
 PU0770.adjusted by the NATIONAL GEODETIC SURVEY
 PU0770.in June 1991.
 PU0770
 PU0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0770.GEOID18 height accuracy estimate available here.
 PU0770
 PU0770.Click photographs - Photos may exist for this station.
 PU0770
 PU0770.The dynamic height is computed by dividing the NAVD 88
 PU0770.geopotential number by the normal gravity value computed on the
 PU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0770.degrees latitude (g = 980.6199 gals.).
 PU0770
 PU0770.The modeled gravity was interpolated from observed gravity values.
 PU0770
 PU0770;                    North         East    Units  Estimated Accuracy
 PU0770;SPC SD N     -   119,740.      383,860.      MT  (+/- 180 meters Scaled)
 PU0770
 PU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK788718(NAD 83)
 PU0770
 PU0770                          SUPERSEDED SURVEY CONTROL
 PU0770
 PU0770  NGVD 29 (??/??/92)  781.848  (m)         2565.11   (f) ADJ UNCH    2 0
 PU0770
 PU0770.Superseded values are not recommended for survey control.
 PU0770
 PU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0770.See file dsdata.pdf to determine how the superseded data were derived.
 PU0770
 PU0770_MARKER: DB = BENCH MARK DISK
 PU0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0770_STAMPING: Z 402 1962
 PU0770_MARK LOGO: CGS
 PU0770_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0770+STABILITY: SURFACE MOTION
 PU0770
 PU0770  HISTORY     - Date     Condition        Report By
 PU0770  HISTORY     - 1962     MONUMENTED       CGS
 PU0770
 PU0770                          STATION DESCRIPTION
 PU0770
 PU0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0770'9 MI E FROM SULPHUR.
 PU0770'9.0 MILES EAST ALONG A ROAD FROM THE STORE AT SULPHUR, ON THE
 PU0770'OUTSIDE OF A CURVE WITH TANGENTS WEST AND NORTH, 0.3 MILE
 PU0770'SOUTH OF A WOODEN BRIDGE OVER A CREEK, 128 FEET SOUTHEAST OF THE
 PU0770'CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A FENCE, 16 FEET
 PU0770'WEST OF THE CENTER OF A GATE, 1.8 FEET EAST OF A WITNESS POST,
 PU0770'ABOUT 2 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE
 PU0770'POST PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0719 ***********************************************************************
 PU0719  DESIGNATION -  Z 403
 PU0719  PID         -  PU0719
 PU0719  STATE/COUNTY-  SD/MEADE
 PU0719  COUNTRY     -  US
 PU0719  USGS QUAD   -  TABLE TOP BUTTE (2017)
 PU0719
 PU0719                         *CURRENT SURVEY CONTROL
 PU0719  ______________________________________________________________________
 PU0719* NAD 83(1986) POSITION- 44 52 26.     (N) 102 55 04.     (W)   SCALED
 PU0719* NAVD 88 ORTHO HEIGHT -   820.545 (meters)     2692.07  (feet) ADJUSTED
 PU0719  ______________________________________________________________________
 PU0719  GEOID HEIGHT    -        -17.375 (meters)                     GEOID18
 PU0719  DYNAMIC HEIGHT  -        820.369 (meters)     2691.49  (feet) COMP
 PU0719  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 PU0719
 PU0719  VERT ORDER      -  SECOND    CLASS 0
 PU0719
 PU0719.The horizontal coordinates were scaled from a map and have
 PU0719.an estimated accuracy of +/- 6 seconds.
 PU0719
 PU0719.The orthometric height was determined by differential leveling and
 PU0719.adjusted by the NATIONAL GEODETIC SURVEY
 PU0719.in June 1991.
 PU0719
 PU0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0719.GEOID18 height accuracy estimate available here.
 PU0719
 PU0719.Click photographs - Photos may exist for this station.
 PU0719
 PU0719.The dynamic height is computed by dividing the NAVD 88
 PU0719.geopotential number by the normal gravity value computed on the
 PU0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0719.degrees latitude (g = 980.6199 gals.).
 PU0719
 PU0719.The modeled gravity was interpolated from observed gravity values.
 PU0719
 PU0719;                    North         East    Units  Estimated Accuracy
 PU0719;SPC SD N     -   119,780.      369,500.      MT  (+/- 180 meters Scaled)
 PU0719
 PU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK644710(NAD 83)
 PU0719
 PU0719                          SUPERSEDED SURVEY CONTROL
 PU0719
 PU0719  NGVD 29 (??/??/92)  820.077  (m)         2690.54   (f) ADJ UNCH    2 0
 PU0719
 PU0719.Superseded values are not recommended for survey control.
 PU0719
 PU0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0719.See file dsdata.pdf to determine how the superseded data were derived.
 PU0719
 PU0719_MARKER: DB = BENCH MARK DISK
 PU0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0719_STAMPING: Z 403 1962
 PU0719_MARK LOGO: CGS
 PU0719_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0719+STABILITY: SURFACE MOTION
 PU0719
 PU0719  HISTORY     - Date     Condition        Report By
 PU0719  HISTORY     - 1962     MONUMENTED       CGS
 PU0719  HISTORY     - 1973     MARK NOT FOUND   NGS
 PU0719
 PU0719                          STATION DESCRIPTION
 PU0719
 PU0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0719'0.4 MI SW FROM SULPHUR.
 PU0719'0.35 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0719'SULPHUR, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET
 PU0719'NORTH-NORTHEAST OF A FENCE CORNER, 2.0 FEET EAST OF A FENCE,
 PU0719'3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 PU0719'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 PU0719'THE GROUND.
 PU0719
 PU0719                          STATION RECOVERY (1973)
 PU0719
 PU0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PU0719'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0805 ***********************************************************************
 PU0805  DESIGNATION -  Z 404
 PU0805  PID         -  PU0805
 PU0805  STATE/COUNTY-  SD/MEADE
 PU0805  COUNTRY     -  US
 PU0805  USGS QUAD   -  BIG DRAW (2017)
 PU0805
 PU0805                         *CURRENT SURVEY CONTROL
 PU0805  ______________________________________________________________________
 PU0805* NAD 83(1986) POSITION- 44 46 35.     (N) 102 39 18.     (W)   SCALED
 PU0805* NAVD 88 ORTHO HEIGHT -   852.249 (meters)     2796.09  (feet) ADJUSTED
 PU0805  ______________________________________________________________________
 PU0805  GEOID HEIGHT    -        -18.021 (meters)                     GEOID18
 PU0805  DYNAMIC HEIGHT  -        852.055 (meters)     2795.45  (feet) COMP
 PU0805  MODELED GRAVITY -    980,360.6   (mgal)                       NAVD 88
 PU0805
 PU0805  VERT ORDER      -  SECOND    CLASS 0
 PU0805
 PU0805.The horizontal coordinates were scaled from a map and have
 PU0805.an estimated accuracy of +/- 6 seconds.
 PU0805
 PU0805.The orthometric height was determined by differential leveling and
 PU0805.adjusted by the NATIONAL GEODETIC SURVEY
 PU0805.in June 1991.
 PU0805
 PU0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0805.GEOID18 height accuracy estimate available here.
 PU0805
 PU0805.Click photographs - Photos may exist for this station.
 PU0805
 PU0805.The dynamic height is computed by dividing the NAVD 88
 PU0805.geopotential number by the normal gravity value computed on the
 PU0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0805.degrees latitude (g = 980.6199 gals.).
 PU0805
 PU0805.The modeled gravity was interpolated from observed gravity values.
 PU0805
 PU0805;                    North         East    Units  Estimated Accuracy
 PU0805;SPC SD N     -   108,240.      389,900.      MT  (+/- 180 meters Scaled)
 PU0805
 PU0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK855607(NAD 83)
 PU0805
 PU0805                          SUPERSEDED SURVEY CONTROL
 PU0805
 PU0805  NGVD 29 (??/??/92)  851.789  (m)         2794.58   (f) ADJ UNCH    2 0
 PU0805
 PU0805.Superseded values are not recommended for survey control.
 PU0805
 PU0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0805.See file dsdata.pdf to determine how the superseded data were derived.
 PU0805
 PU0805_MARKER: DB = BENCH MARK DISK
 PU0805_SETTING: 66 = SET IN ROCK OUTCROP
 PU0805_STAMPING: Z 404 1962
 PU0805_MARK LOGO: CGS
 PU0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU0805+STABILITY: POSITION/ELEVATION WELL
 PU0805
 PU0805  HISTORY     - Date     Condition        Report By
 PU0805  HISTORY     - 1962     MONUMENTED       CGS
 PU0805
 PU0805                          STATION DESCRIPTION
 PU0805
 PU0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0805'3.2 MI N FROM STONEVILLE.
 PU0805'3.15 MILES NORTH ALONG A GRAVELED ROAD FROM THE STORE AT
 PU0805'STONEVILLE, IN THE TOP OF A PROMINENT OUTCROP, 54 FEET WEST OF
 PU0805'THE CENTER LINE OF THE ROAD, 28 FEET NORTH-NORTHWEST OF A
 PU0805'TELEPHONE POLE, 7.5 FEET WEST OF A FENCE, 2.7 FEET NORTH OF A
 PU0805'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1015 ***********************************************************************
 PU1015  DESIGNATION -  Z 405
 PU1015  PID         -  PU1015
 PU1015  STATE/COUNTY-  SD/MEADE
 PU1015  COUNTRY     -  US
 PU1015  USGS QUAD   -  ENNING (2017)
 PU1015
 PU1015                         *CURRENT SURVEY CONTROL
 PU1015  ______________________________________________________________________
 PU1015* NAD 83(1986) POSITION- 44 36 16.     (N) 102 33 48.     (W)   SCALED
 PU1015* NAVD 88 ORTHO HEIGHT -   917.938 (meters)     3011.60  (feet) ADJUSTED
 PU1015  ______________________________________________________________________
 PU1015  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 PU1015  DYNAMIC HEIGHT  -        917.688 (meters)     3010.78  (feet) COMP
 PU1015  MODELED GRAVITY -    980,314.7   (mgal)                       NAVD 88
 PU1015
 PU1015  VERT ORDER      -  SECOND    CLASS 0
 PU1015
 PU1015.The horizontal coordinates were scaled from a map and have
 PU1015.an estimated accuracy of +/- 6 seconds.
 PU1015
 PU1015.The orthometric height was determined by differential leveling and
 PU1015.adjusted by the NATIONAL GEODETIC SURVEY
 PU1015.in June 1991.
 PU1015
 PU1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1015.GEOID18 height accuracy estimate available here.
 PU1015
 PU1015.Click photographs - Photos may exist for this station.
 PU1015
 PU1015.The dynamic height is computed by dividing the NAVD 88
 PU1015.geopotential number by the normal gravity value computed on the
 PU1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1015.degrees latitude (g = 980.6199 gals.).
 PU1015
 PU1015.The modeled gravity was interpolated from observed gravity values.
 PU1015
 PU1015;                    North         East    Units  Estimated Accuracy
 PU1015;SPC SD N     -    88,910.      396,540.      MT  (+/- 180 meters Scaled)
 PU1015
 PU1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK933418(NAD 83)
 PU1015
 PU1015                          SUPERSEDED SURVEY CONTROL
 PU1015
 PU1015  NGVD 29 (??/??/92)  917.458  (m)         3010.03   (f) ADJ UNCH    2 0
 PU1015
 PU1015.Superseded values are not recommended for survey control.
 PU1015
 PU1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1015.See file dsdata.pdf to determine how the superseded data were derived.
 PU1015
 PU1015_MARKER: DB = BENCH MARK DISK
 PU1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1015_STAMPING: Z 405 1962
 PU1015_MARK LOGO: CGS
 PU1015_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1015+STABILITY: SURFACE MOTION
 PU1015
 PU1015  HISTORY     - Date     Condition        Report By
 PU1015  HISTORY     - 1962     MONUMENTED       CGS
 PU1015
 PU1015                          STATION DESCRIPTION
 PU1015
 PU1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1015'2 MI N FROM ENNING.
 PU1015'2.0 MILES NORTH ALONG A COUNTY GRAVELED ROAD FROM THE POST
 PU1015'OFFICE AND STORE AT ENNING, AT THE SUMMIT OF A HILL, 53 FEET
 PU1015'WEST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF THE NORTH
 PU1015'END OF A FIELD ENTRANCE GATE, 2 1/2 FEET NORTH OF A TELEPHONE
 PU1015'POLE, 2.1 FEET WEST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS
 PU1015'POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 PU1015'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2056 ***********************************************************************
 PU2056  DESIGNATION -  Z 406
 PU2056  PID         -  PU2056
 PU2056  STATE/COUNTY-  SD/BUTTE
 PU2056  COUNTRY     -  US
 PU2056  USGS QUAD   -  SAINT ONGE SE (2017)
 PU2056
 PU2056                         *CURRENT SURVEY CONTROL
 PU2056  ______________________________________________________________________
 PU2056* NAD 83(1986) POSITION- 44 36 42.     (N) 103 32 54.     (W)   SCALED
 PU2056* NAVD 88 ORTHO HEIGHT -   926.229 (meters)     3038.80  (feet) ADJUSTED
 PU2056  ______________________________________________________________________
 PU2056  GEOID HEIGHT    -        -15.871 (meters)                     GEOID18
 PU2056  DYNAMIC HEIGHT  -        925.974 (meters)     3037.97  (feet) COMP
 PU2056  MODELED GRAVITY -    980,310.7   (mgal)                       NAVD 88
 PU2056
 PU2056  VERT ORDER      -  SECOND    CLASS 0
 PU2056
 PU2056.The horizontal coordinates were scaled from a map and have
 PU2056.an estimated accuracy of +/- 6 seconds.
 PU2056
 PU2056.The orthometric height was determined by differential leveling and
 PU2056.adjusted by the NATIONAL GEODETIC SURVEY
 PU2056.in June 1991.
 PU2056
 PU2056.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2056.GEOID18 height accuracy estimate available here.
 PU2056
 PU2056.Click photographs - Photos may exist for this station.
 PU2056
 PU2056.The dynamic height is computed by dividing the NAVD 88
 PU2056.geopotential number by the normal gravity value computed on the
 PU2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2056.degrees latitude (g = 980.6199 gals.).
 PU2056
 PU2056.The modeled gravity was interpolated from observed gravity values.
 PU2056
 PU2056;                    North         East    Units  Estimated Accuracy
 PU2056;SPC SD N     -    92,660.      318,440.      MT  (+/- 180 meters Scaled)
 PU2056
 PU2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK151408(NAD 83)
 PU2056
 PU2056                          SUPERSEDED SURVEY CONTROL
 PU2056
 PU2056  NGVD 29 (??/??/92)  925.739  (m)         3037.20   (f) ADJ UNCH    2 0
 PU2056
 PU2056.Superseded values are not recommended for survey control.
 PU2056
 PU2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2056.See file dsdata.pdf to determine how the superseded data were derived.
 PU2056
 PU2056_MARKER: DB = BENCH MARK DISK
 PU2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2056_STAMPING: Z 406 1962
 PU2056_MARK LOGO: CGS
 PU2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2056+STABILITY: SURFACE MOTION
 PU2056
 PU2056  HISTORY     - Date     Condition        Report By
 PU2056  HISTORY     - 1962     MONUMENTED       CGS
 PU2056
 PU2056                          STATION DESCRIPTION
 PU2056
 PU2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU2056'5 MI S FROM NISLAND.
 PU2056'1.0 MILE SOUTH ALONG A ROAD FROM THE CHICAGO AND NORTHWESTERN
 PU2056'RAILWAY STATION AT NISLAND, THENCE 0.4 MILE EAST, THENCE 3.6
 PU2056'MILES SOUTH, IN LINE WITH A FENCE LEADING WEST, 31 1/2 FEET WEST
 PU2056'OF THE CENTER LINE OF THE ROAD, 85 1/2 FEET SOUTH OF A POWER
 PU2056'POLE, 2.7 FEET EAST OF A FENCE, 2.4 FEET SOUTH OF A WITNESS
 PU2056'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 PU2056'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1135 ***********************************************************************
 PU1135  DESIGNATION -  Z 407
 PU1135  PID         -  PU1135
 PU1135  STATE/COUNTY-  SD/MEADE
 PU1135  COUNTRY     -  US
 PU1135  USGS QUAD   -  VALE (2017)
 PU1135
 PU1135                         *CURRENT SURVEY CONTROL
 PU1135  ______________________________________________________________________
 PU1135* NAD 83(1986) POSITION- 44 32 10.     (N) 103 26 49.     (W)   SCALED
 PU1135* NAVD 88 ORTHO HEIGHT -   888.842 (meters)     2916.14  (feet) ADJUSTED
 PU1135  ______________________________________________________________________
 PU1135  GEOID HEIGHT    -        -16.022 (meters)                     GEOID18
 PU1135  DYNAMIC HEIGHT  -        888.590 (meters)     2915.32  (feet) COMP
 PU1135  MODELED GRAVITY -    980,304.1   (mgal)                       NAVD 88
 PU1135
 PU1135  VERT ORDER      -  SECOND    CLASS 0
 PU1135
 PU1135.The horizontal coordinates were scaled from a map and have
 PU1135.an estimated accuracy of +/- 6 seconds.
 PU1135
 PU1135.The orthometric height was determined by differential leveling and
 PU1135.adjusted by the NATIONAL GEODETIC SURVEY
 PU1135.in June 1991.
 PU1135
 PU1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1135.GEOID18 height accuracy estimate available here.
 PU1135
 PU1135.Click photographs - Photos may exist for this station.
 PU1135
 PU1135.The dynamic height is computed by dividing the NAVD 88
 PU1135.geopotential number by the normal gravity value computed on the
 PU1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1135.degrees latitude (g = 980.6199 gals.).
 PU1135
 PU1135.The modeled gravity was interpolated from observed gravity values.
 PU1135
 PU1135;                    North         East    Units  Estimated Accuracy
 PU1135;SPC SD N     -    83,930.      326,120.      MT  (+/- 180 meters Scaled)
 PU1135
 PU1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK233325(NAD 83)
 PU1135
 PU1135                          SUPERSEDED SURVEY CONTROL
 PU1135
 PU1135  NGVD 29 (??/??/92)  888.347  (m)         2914.52   (f) ADJ UNCH    2 0
 PU1135
 PU1135.Superseded values are not recommended for survey control.
 PU1135
 PU1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1135.See file dsdata.pdf to determine how the superseded data were derived.
 PU1135
 PU1135_MARKER: DB = BENCH MARK DISK
 PU1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1135_STAMPING: Z 407 1962
 PU1135_MARK LOGO: CGS
 PU1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1135+STABILITY: SURFACE MOTION
 PU1135
 PU1135  HISTORY     - Date     Condition        Report By
 PU1135  HISTORY     - 1962     MONUMENTED       CGS
 PU1135
 PU1135                          STATION DESCRIPTION
 PU1135
 PU1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1135'7.6 MI S FROM VALE.
 PU1135'1.3 MILES WEST ALONG A ROAD FROM THE POST OFFICE AT VALE,
 PU1135'THENCE 6.25 MILES SOUTH ALONG STATE HIGHWAY 79, 0.25 MILE
 PU1135'NORTH OF A GROUP OF FARM BUILDINGS, 72 FEET EAST OF THE CENTER
 PU1135'LINE OF THE HIGHWAY, 33 1/2 FEET NORTH OF THE CENTER LINE OF A
 PU1135'WIRE GATE, 2.6 FEET WEST OF A FENCE, 1.4 FEET SOUTHEAST OF A
 PU1135'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND IN THE TOP
 PU1135'OF A CONCRETE POST PROJETING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0663 ***********************************************************************
 PU0663  DESIGNATION -  Z 408
 PU0663  PID         -  PU0663
 PU0663  STATE/COUNTY-  SD/MEADE
 PU0663  COUNTRY     -  US
 PU0663  USGS QUAD   -  HEREFORD NE (2017)
 PU0663
 PU0663                         *CURRENT SURVEY CONTROL
 PU0663  ______________________________________________________________________
 PU0663* NAD 83(1986) POSITION- 44 22 34.     (N) 102 51 50.     (W)   SCALED
 PU0663* NAVD 88 ORTHO HEIGHT -   793.484 (meters)     2603.29  (feet) ADJUSTED
 PU0663  ______________________________________________________________________
 PU0663  GEOID HEIGHT    -        -17.669 (meters)                     GEOID18
 PU0663  DYNAMIC HEIGHT  -        793.271 (meters)     2602.59  (feet) COMP
 PU0663  MODELED GRAVITY -    980,322.2   (mgal)                       NAVD 88
 PU0663
 PU0663  VERT ORDER      -  SECOND    CLASS 0
 PU0663
 PU0663.The horizontal coordinates were scaled from a map and have
 PU0663.an estimated accuracy of +/- 6 seconds.
 PU0663
 PU0663.The orthometric height was determined by differential leveling and
 PU0663.adjusted by the NATIONAL GEODETIC SURVEY
 PU0663.in June 1991.
 PU0663
 PU0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0663.GEOID18 height accuracy estimate available here.
 PU0663
 PU0663.Click photographs - Photos may exist for this station.
 PU0663
 PU0663.The dynamic height is computed by dividing the NAVD 88
 PU0663.geopotential number by the normal gravity value computed on the
 PU0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0663.degrees latitude (g = 980.6199 gals.).
 PU0663
 PU0663.The modeled gravity was interpolated from observed gravity values.
 PU0663
 PU0663;                    North         East    Units  Estimated Accuracy
 PU0663;SPC SD N     -    64,350.      371,800.      MT  (+/- 180 meters Scaled)
 PU0663
 PU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK701158(NAD 83)
 PU0663
 PU0663                          SUPERSEDED SURVEY CONTROL
 PU0663
 PU0663  NGVD 29 (??/??/92)  793.026  (m)         2601.79   (f) ADJ UNCH    2 0
 PU0663
 PU0663.Superseded values are not recommended for survey control.
 PU0663
 PU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0663.See file dsdata.pdf to determine how the superseded data were derived.
 PU0663
 PU0663_MARKER: DB = BENCH MARK DISK
 PU0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0663_STAMPING: Z 408 1962
 PU0663_MARK LOGO: CGS
 PU0663_PROJECTION: PROJECTING 9 CENTIMETERS
 PU0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0663+STABILITY: SURFACE MOTION
 PU0663
 PU0663  HISTORY     - Date     Condition        Report By
 PU0663  HISTORY     - 1962     MONUMENTED       CGS
 PU0663
 PU0663                          STATION DESCRIPTION
 PU0663
 PU0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0663'2.4 MI SE FROM HEREFORD.
 PU0663'1.6 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE AT HEREFORD,
 PU0663'THENCE 0.85 MILE SOUTH ALONG A GRAVEL ROAD, AT THE TOP OF A
 PU0663'HILL, 30 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 51 FEET
 PU0663'NORTH OF A POWER POLE, 2.8 FEET EAST OF A FENCE, 1.5 FEET
 PU0663'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND IN
 PU0663'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1007 ***********************************************************************
 PU1007  DESIGNATION -  Z 409
 PU1007  PID         -  PU1007
 PU1007  STATE/COUNTY-  SD/MEADE
 PU1007  COUNTRY     -  US
 PU1007  USGS QUAD   -  REDOWL (2017)
 PU1007
 PU1007                         *CURRENT SURVEY CONTROL
 PU1007  ______________________________________________________________________
 PU1007* NAD 83(1986) POSITION- 44 39 44.     (N) 102 33 46.     (W)   SCALED
 PU1007* NAVD 88 ORTHO HEIGHT -   876.871 (meters)     2876.87  (feet) ADJUSTED
 PU1007  ______________________________________________________________________
 PU1007  GEOID HEIGHT    -        -18.344 (meters)                     GEOID18
 PU1007  DYNAMIC HEIGHT  -        876.646 (meters)     2876.13  (feet) COMP
 PU1007  MODELED GRAVITY -    980,330.1   (mgal)                       NAVD 88
 PU1007
 PU1007  VERT ORDER      -  SECOND    CLASS 0
 PU1007
 PU1007.The horizontal coordinates were scaled from a map and have
 PU1007.an estimated accuracy of +/- 6 seconds.
 PU1007
 PU1007.The orthometric height was determined by differential leveling and
 PU1007.adjusted by the NATIONAL GEODETIC SURVEY
 PU1007.in June 1991.
 PU1007
 PU1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1007.GEOID18 height accuracy estimate available here.
 PU1007
 PU1007.Click photographs - Photos may exist for this station.
 PU1007
 PU1007.The dynamic height is computed by dividing the NAVD 88
 PU1007.geopotential number by the normal gravity value computed on the
 PU1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1007.degrees latitude (g = 980.6199 gals.).
 PU1007
 PU1007.The modeled gravity was interpolated from observed gravity values.
 PU1007
 PU1007;                    North         East    Units  Estimated Accuracy
 PU1007;SPC SD N     -    95,330.      396,790.      MT  (+/- 180 meters Scaled)
 PU1007
 PU1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK932483(NAD 83)
 PU1007
 PU1007                          SUPERSEDED SURVEY CONTROL
 PU1007
 PU1007  NGVD 29 (??/??/92)  876.397  (m)         2875.31   (f) ADJ UNCH    2 0
 PU1007
 PU1007.Superseded values are not recommended for survey control.
 PU1007
 PU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1007.See file dsdata.pdf to determine how the superseded data were derived.
 PU1007
 PU1007_MARKER: DB = BENCH MARK DISK
 PU1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1007_STAMPING: Z 409 1962
 PU1007_MARK LOGO: CGS
 PU1007_PROJECTION: PROJECTING 12 CENTIMETERS
 PU1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1007+STABILITY: SURFACE MOTION
 PU1007
 PU1007  HISTORY     - Date     Condition        Report By
 PU1007  HISTORY     - 1962     MONUMENTED       CGS
 PU1007
 PU1007                          STATION DESCRIPTION
 PU1007
 PU1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU1007'2.6 MI S FROM RED OWL.
 PU1007'2.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE POST
 PU1007'OFFICE AND STORE AT RED OWL, AT THE T JUNCTION OF A DIRT ROAD
 PU1007'LEADING EAST, 50 FEET EAST OF THE CENTER LINE OF THE ROAD, 60
 PU1007'FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 33 FEET NORTH
 PU1007'OF A FENCE CORNER, 3 FEET NORTH OF A POWER LINE POLE, 1.8 FEET
 PU1007'EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET
 PU1007'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1007'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0927 ***********************************************************************
 PU0927  DESIGNATION -  Z 410
 PU0927  PID         -  PU0927
 PU0927  STATE/COUNTY-  SD/MEADE
 PU0927  COUNTRY     -  US
 PU0927  USGS QUAD   -  UNION CENTER (2017)
 PU0927
 PU0927                         *CURRENT SURVEY CONTROL
 PU0927  ______________________________________________________________________
 PU0927* NAD 83(1986) POSITION- 44 33 39.     (N) 102 43 56.     (W)   SCALED
 PU0927* NAVD 88 ORTHO HEIGHT -   855.037 (meters)     2805.23  (feet) ADJUSTED
 PU0927  ______________________________________________________________________
 PU0927  GEOID HEIGHT    -        -18.022 (meters)                     GEOID18
 PU0927  DYNAMIC HEIGHT  -        854.802 (meters)     2804.46  (feet) COMP
 PU0927  MODELED GRAVITY -    980,314.5   (mgal)                       NAVD 88
 PU0927
 PU0927  VERT ORDER      -  SECOND    CLASS 0
 PU0927
 PU0927.The horizontal coordinates were scaled from a map and have
 PU0927.an estimated accuracy of +/- 6 seconds.
 PU0927
 PU0927.The orthometric height was determined by differential leveling and
 PU0927.adjusted by the NATIONAL GEODETIC SURVEY
 PU0927.in June 1991.
 PU0927
 PU0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0927.GEOID18 height accuracy estimate available here.
 PU0927
 PU0927.Click photographs - Photos may exist for this station.
 PU0927
 PU0927.The dynamic height is computed by dividing the NAVD 88
 PU0927.geopotential number by the normal gravity value computed on the
 PU0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0927.degrees latitude (g = 980.6199 gals.).
 PU0927
 PU0927.The modeled gravity was interpolated from observed gravity values.
 PU0927
 PU0927;                    North         East    Units  Estimated Accuracy
 PU0927;SPC SD N     -    84,500.      382,980.      MT  (+/- 180 meters Scaled)
 PU0927
 PU0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK800366(NAD 83)
 PU0927
 PU0927                          SUPERSEDED SURVEY CONTROL
 PU0927
 PU0927  NGVD 29 (??/??/92)  854.556  (m)         2803.66   (f) ADJ UNCH    2 0
 PU0927
 PU0927.Superseded values are not recommended for survey control.
 PU0927
 PU0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0927.See file dsdata.pdf to determine how the superseded data were derived.
 PU0927
 PU0927_MARKER: DB = BENCH MARK DISK
 PU0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0927_STAMPING: Z 410 1962
 PU0927_MARK LOGO: CGS
 PU0927_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0927+STABILITY: SURFACE MOTION
 PU0927
 PU0927  HISTORY     - Date     Condition        Report By
 PU0927  HISTORY     - 1962     MONUMENTED       CGS
 PU0927  HISTORY     - 19950523 MARK NOT FOUND   NGS
 PU0927
 PU0927                          STATION DESCRIPTION
 PU0927
 PU0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0927'3.2 MI W FROM UNION CENTER.
 PU0927'3.2 MILES WEST ALONG STATE HIGHWAY 34 FROM THE STORE AT UNION
 PU0927'CENTER, 1 POLE WEST OF A POWER LINE CROSSING, 1/2 POLE EAST OF
 PU0927'THE JUNCTION OF A FENCE LINE SOUTH, 48 FEET SOUTH OF THE CENTER
 PU0927'LINE OF THE HIGHWAY, 6 FEET NORTH OF A POWER POLE, 1.8 FEET NORTH
 PU0927'OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 PU0927'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PU0927
 PU0927                          STATION RECOVERY (1995)
 PU0927
 PU0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0927'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  BENCH MARK Z 410
 PU0927'RESET WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 PU0927'THEREOF.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0928 ***********************************************************************
 PU0928  DESIGNATION -  Z 410 RESET
 PU0928  PID         -  PU0928
 PU0928  STATE/COUNTY-  SD/MEADE
 PU0928  COUNTRY     -  US
 PU0928  USGS QUAD   -  UNION CENTER (2017)
 PU0928
 PU0928                         *CURRENT SURVEY CONTROL
 PU0928  ______________________________________________________________________
 PU0928* NAD 83(1986) POSITION- 44 33 39.     (N) 102 43 59.     (W)   SCALED
 PU0928* NAVD 88 ORTHO HEIGHT -   854.309 (meters)     2802.85  (feet) ADJUSTED
 PU0928  ______________________________________________________________________
 PU0928  GEOID HEIGHT    -        -18.020 (meters)                     GEOID18
 PU0928  DYNAMIC HEIGHT  -        854.075 (meters)     2802.08  (feet) COMP
 PU0928  MODELED GRAVITY -    980,314.6   (mgal)                       NAVD 88
 PU0928
 PU0928  VERT ORDER      -  FIRST     CLASS II
 PU0928
 PU0928.The horizontal coordinates were scaled from a map and have
 PU0928.an estimated accuracy of +/- 6 seconds.
 PU0928
 PU0928.The orthometric height was determined by differential leveling and
 PU0928.adjusted by the NATIONAL GEODETIC SURVEY
 PU0928.in October 1997.
 PU0928
 PU0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0928.GEOID18 height accuracy estimate available here.
 PU0928
 PU0928.Click photographs - Photos may exist for this station.
 PU0928
 PU0928.The dynamic height is computed by dividing the NAVD 88
 PU0928.geopotential number by the normal gravity value computed on the
 PU0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0928.degrees latitude (g = 980.6199 gals.).
 PU0928
 PU0928.The modeled gravity was interpolated from observed gravity values.
 PU0928
 PU0928;                    North         East    Units  Estimated Accuracy
 PU0928;SPC SD N     -    84,510.      382,910.      MT  (+/- 180 meters Scaled)
 PU0928
 PU0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK800366(NAD 83)
 PU0928
 PU0928                          SUPERSEDED SURVEY CONTROL
 PU0928
 PU0928.No superseded survey control is available for this station.
 PU0928
 PU0928_MARKER: DB = BENCH MARK DISK
 PU0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0928_STAMPING: Z 410 RESET 1972
 PU0928_MARK LOGO: CGS
 PU0928_PROJECTION: PROJECTING 10 CENTIMETERS
 PU0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0928+STABILITY: SURFACE MOTION
 PU0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0928+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 PU0928
 PU0928  HISTORY     - Date     Condition        Report By
 PU0928  HISTORY     - 1972     MONUMENTED       NGS
 PU0928  HISTORY     - 19950524 GOOD             NGS
 PU0928  HISTORY     - 20120522 GOOD             INDIV
 PU0928
 PU0928                          STATION DESCRIPTION
 PU0928
 PU0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PU0928'3.2 MI W FROM UNION CENTER.
 PU0928'3.2 MILES WEST ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AND
 PU0928'STORE IN UNION CENTER, ABOUT 0.1 MILE WEST OF A POWER LINE CROSSING,
 PU0928'98 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF A T
 PU0928'FENCE CORNER, 1.7 FEET SOUTH OF A METAL WITNESS POST, AND SET IN
 PU0928'A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS AT THE
 PU0928'HIGHWAY STATION NO. 24+50.  A TWIN 36-INCH CONCRETE PIPE CULVERT
 PU0928'WILL BE SET AT HIGHWAY STATION 24+30.  NOTE-- BENCH MARK Z 410
 PU0928'1962 WAS RECOVERED IN GOOD CONDITION, THE DISK WAS REMOVED AT THIS
 PU0928'TIME.
 PU0928
 PU0928                          STATION RECOVERY (1995)
 PU0928
 PU0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0928'5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PU0928'IN UNION CENTER, 496.3 M (1628.3 FT) WEST OF MILEPOST 78, 30.3 M (99.4
 PU0928'FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.4 M (60.4 FT) SOUTHEAST OF THE
 PU0928'SOUTH END OF THE MOST EASTERLY OF 2 CULVERTS UNDER THE HIGHWAY, 1.0 M
 PU0928'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHEAST OF A
 PU0928'UTILITY POLE, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT)
 PU0928'NORTH OF A T-FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 PU0928'ABOVE THE GROUND SURFACE.
 PU0928
 PU0928                          STATION RECOVERY (2012)
 PU0928
 PU0928'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU0928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0705 ***********************************************************************
 PU0705  DESIGNATION -  Z 411
 PU0705  PID         -  PU0705
 PU0705  STATE/COUNTY-  SD/MEADE
 PU0705  COUNTRY     -  US
 PU0705  USGS QUAD   -  BONEITA SPRINGS (2017)
 PU0705
 PU0705                         *CURRENT SURVEY CONTROL
 PU0705  ______________________________________________________________________
 PU0705* NAD 83(1986) POSITION- 44 24 57.     (N) 102 33 45.     (W)   SCALED
 PU0705* NAVD 88 ORTHO HEIGHT -   785.115 (meters)     2575.83  (feet) ADJUSTED
 PU0705  ______________________________________________________________________
 PU0705  GEOID HEIGHT    -        -18.557 (meters)                     GEOID18
 PU0705  DYNAMIC HEIGHT  -        784.902 (meters)     2575.13  (feet) COMP
 PU0705  MODELED GRAVITY -    980,320.8   (mgal)                       NAVD 88
 PU0705
 PU0705  VERT ORDER      -  SECOND    CLASS 0
 PU0705
 PU0705.The horizontal coordinates were scaled from a map and have
 PU0705.an estimated accuracy of +/- 6 seconds.
 PU0705
 PU0705.The orthometric height was determined by differential leveling and
 PU0705.adjusted by the NATIONAL GEODETIC SURVEY
 PU0705.in June 1991.
 PU0705
 PU0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0705.GEOID18 height accuracy estimate available here.
 PU0705
 PU0705.Click photographs - Photos may exist for this station.
 PU0705
 PU0705.The dynamic height is computed by dividing the NAVD 88
 PU0705.geopotential number by the normal gravity value computed on the
 PU0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0705.degrees latitude (g = 980.6199 gals.).
 PU0705
 PU0705.The modeled gravity was interpolated from observed gravity values.
 PU0705
 PU0705;                    North         East    Units  Estimated Accuracy
 PU0705;SPC SD N     -    67,960.      395,950.      MT  (+/- 180 meters Scaled)
 PU0705
 PU0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK940209(NAD 83)
 PU0705
 PU0705                          SUPERSEDED SURVEY CONTROL
 PU0705
 PU0705  NGVD 29 (??/??/92)  784.652  (m)         2574.31   (f) ADJ UNCH    2 0
 PU0705
 PU0705.Superseded values are not recommended for survey control.
 PU0705
 PU0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0705.See file dsdata.pdf to determine how the superseded data were derived.
 PU0705
 PU0705_MARKER: DB = BENCH MARK DISK
 PU0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0705_STAMPING: Z 411 1962
 PU0705_MARK LOGO: CGS
 PU0705_PROJECTION: PROJECTING 12 CENTIMETERS
 PU0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0705+STABILITY: SURFACE MOTION
 PU0705
 PU0705  HISTORY     - Date     Condition        Report By
 PU0705  HISTORY     - 1962     MONUMENTED       CGS
 PU0705
 PU0705                          STATION DESCRIPTION
 PU0705
 PU0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PU0705'11 MI S FROM ENNING.
 PU0705'11.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE STORE AT ENNING,
 PU0705'48 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF
 PU0705'THE EXTENDED CENTER LINE OF A ROAD EAST, 64 FEET NORTH OF A
 PU0705'TELEPHONE POLE, 27 FEET NORTH OF THE NORTH END OF A GATE, 4.0
 PU0705'FEET WEST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, 1 1/2
 PU0705'FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 PU0705'PROJECTING 0.4 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2444 ***********************************************************************
 PU2444  DESIGNATION -  Z 411 X RESET
 PU2444  PID         -  PU2444
 PU2444  STATE/COUNTY-  SD/MEADE
 PU2444  COUNTRY     -  US
 PU2444  USGS QUAD   -  PLAINVIEW (2017)
 PU2444
 PU2444                         *CURRENT SURVEY CONTROL
 PU2444  ______________________________________________________________________
 PU2444* NAD 83(1986) POSITION- 44 36 12.     (N) 102 13 37.     (W)   SCALED
 PU2444* NAVD 88 ORTHO HEIGHT -   778.024 (meters)     2552.57  (feet) ADJUSTED
 PU2444  ______________________________________________________________________
 PU2444  GEOID HEIGHT    -        -19.312 (meters)                     GEOID18
 PU2444  DYNAMIC HEIGHT  -        777.839 (meters)     2551.96  (feet) COMP
 PU2444  MODELED GRAVITY -    980,353.6   (mgal)                       NAVD 88
 PU2444
 PU2444  VERT ORDER      -  FIRST     CLASS II
 PU2444
 PU2444.The horizontal coordinates were scaled from a map and have
 PU2444.an estimated accuracy of +/- 6 seconds.
 PU2444
 PU2444.The orthometric height was determined by differential leveling and
 PU2444.adjusted by the NATIONAL GEODETIC SURVEY
 PU2444.in October 1997.
 PU2444
 PU2444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2444.GEOID18 height accuracy estimate available here.
 PU2444
 PU2444.Click photographs - Photos may exist for this station.
 PU2444
 PU2444.The dynamic height is computed by dividing the NAVD 88
 PU2444.geopotential number by the normal gravity value computed on the
 PU2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2444.degrees latitude (g = 980.6199 gals.).
 PU2444
 PU2444.The modeled gravity was interpolated from observed gravity values.
 PU2444
 PU2444;                    North         East    Units  Estimated Accuracy
 PU2444;SPC SD N     -    88,000.      423,230.      MT  (+/- 180 meters Scaled)
 PU2444
 PU2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK200426(NAD 83)
 PU2444
 PU2444                          SUPERSEDED SURVEY CONTROL
 PU2444
 PU2444  NGVD 29 (04/17/07)  777.50   (m)         2550.8    (f) RESET       3  
 PU2444
 PU2444.Superseded values are not recommended for survey control.
 PU2444
 PU2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2444.See file dsdata.pdf to determine how the superseded data were derived.
 PU2444
 PU2444_MARKER: DV = VERTICAL CONTROL DISK
 PU2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2444_STAMPING: Z 411 X RESET 1990
 PU2444_MARK LOGO: NGS
 PU2444_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2444+STABILITY: SURFACE MOTION
 PU2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2444+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 PU2444
 PU2444  HISTORY     - Date     Condition        Report By
 PU2444  HISTORY     - 1990     MONUMENTED       NGS
 PU2444  HISTORY     - 19950605 GOOD             NGS
 PU2444
 PU2444                          STATION DESCRIPTION
 PU2444
 PU2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PU2444'16.48 KM (10.24 MI) EAST FROM WHITE OWL OR, 14.64 KM (9.10 MI) WEST
 PU2444'FROM STATE HIGHWAY 73 NORTH AND HOWES STORE, ALONG STATE HIGHWAY 34,
 PU2444'THEN 36.27 M (119.00 FT) SOUTH FROM THE CENTER OF 34, 0.3 M (1.0 FT)
 PU2444'NORTH FROM A WITNESS POST.
 PU2444
 PU2444                          STATION RECOVERY (1995)
 PU2444
 PU2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU2444'14.5 KM (9.00 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 PU2444'STATE HIGHWAY 73 IN HOWES, 129.5 M (424.9 FT) WEST OF MILEPOST 104,
 PU2444'36.3 M (119.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT)
 PU2444'NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 PU2444'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1260 ***********************************************************************
 PU1260  DESIGNATION -  Z 412
 PU1260  PID         -  PU1260
 PU1260  STATE/COUNTY-  SD/BUTTE
 PU1260  COUNTRY     -  US
 PU1260  USGS QUAD   -  OWL BUTTE (2017)
 PU1260
 PU1260                         *CURRENT SURVEY CONTROL
 PU1260  ______________________________________________________________________
 PU1260* NAD 83(1986) POSITION- 44 49 28.     (N) 103 12 35.     (W)   SCALED
 PU1260* NAVD 88 ORTHO HEIGHT -   956.011 (meters)     3136.51  (feet) ADJUSTED
 PU1260  ______________________________________________________________________
 PU1260  GEOID HEIGHT    -        -16.832 (meters)                     GEOID18
 PU1260  DYNAMIC HEIGHT  -        955.765 (meters)     3135.71  (feet) COMP
 PU1260  MODELED GRAVITY -    980,326.8   (mgal)                       NAVD 88
 PU1260
 PU1260  VERT ORDER      -  SECOND    CLASS 0
 PU1260
 PU1260.The horizontal coordinates were scaled from a map and have
 PU1260.an estimated accuracy of +/- 6 seconds.
 PU1260
 PU1260.The orthometric height was determined by differential leveling and
 PU1260.adjusted by the NATIONAL GEODETIC SURVEY
 PU1260.in June 1991.
 PU1260
 PU1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1260.GEOID18 height accuracy estimate available here.
 PU1260
 PU1260.Click photographs - Photos may exist for this station.
 PU1260
 PU1260.The dynamic height is computed by dividing the NAVD 88
 PU1260.geopotential number by the normal gravity value computed on the
 PU1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1260.degrees latitude (g = 980.6199 gals.).
 PU1260
 PU1260.The modeled gravity was interpolated from observed gravity values.
 PU1260
 PU1260;                    North         East    Units  Estimated Accuracy
 PU1260;SPC SD N     -   115,170.      346,230.      MT  (+/- 180 meters Scaled)
 PU1260
 PU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK415650(NAD 83)
 PU1260
 PU1260                          SUPERSEDED SURVEY CONTROL
 PU1260
 PU1260  NGVD 29 (??/??/92)  955.515  (m)         3134.89   (f) ADJ UNCH    2 0
 PU1260
 PU1260.Superseded values are not recommended for survey control.
 PU1260
 PU1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1260.See file dsdata.pdf to determine how the superseded data were derived.
 PU1260
 PU1260_MARKER: DB = BENCH MARK DISK
 PU1260_SETTING: 66 = SET IN ROCK OUTCROP
 PU1260_STAMPING: Z 412 1963
 PU1260_MARK LOGO: CGS
 PU1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PU1260+STABILITY: POSITION/ELEVATION WELL
 PU1260
 PU1260  HISTORY     - Date     Condition        Report By
 PU1260  HISTORY     - 1963     MONUMENTED       CGS
 PU1260  HISTORY     - 19951116 MARK NOT FOUND   NGS
 PU1260
 PU1260                          STATION DESCRIPTION
 PU1260
 PU1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1260'13.2 MI NE FROM NEWELL.
 PU1260'ABOUT 13.2 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE HIGH
 PU1260'SCHOOL AT NEWELL, ON THE SOUTHWEST SLOPE OF A LONG HILL, SET IN
 PU1260'THE TOP OF THE HIGHEST POINT OF A ROCK WITH THE EXPOSED PORTION
 PU1260'3 1/2 FEET LONG BY 1 1/2 FEET WIDE AND PROJECTING 1 FOOT, 179 FEET
 PU1260'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.3 FEET SOUTHEAST
 PU1260'OF A FENCE, 16.2 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT
 PU1260'20 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PU1260
 PU1260                          STATION RECOVERY (1995)
 PU1260
 PU1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1260'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1348 ***********************************************************************
 PU1348  DESIGNATION -  Z 413
 PU1348  PID         -  PU1348
 PU1348  STATE/COUNTY-  SD/BUTTE
 PU1348  COUNTRY     -  US
 PU1348  USGS QUAD   -  SULPHUR BUTTE (2017)
 PU1348
 PU1348                         *CURRENT SURVEY CONTROL
 PU1348  ______________________________________________________________________
 PU1348* NAD 83(1986) POSITION- 44 53 40.     (N) 103 16 55.     (W)   SCALED
 PU1348* NAVD 88 ORTHO HEIGHT -   934.461 (meters)     3065.81  (feet) ADJUSTED
 PU1348  ______________________________________________________________________
 PU1348  GEOID HEIGHT    -        -16.682 (meters)                     GEOID18
 PU1348  DYNAMIC HEIGHT  -        934.236 (meters)     3065.07  (feet) COMP
 PU1348  MODELED GRAVITY -    980,344.4   (mgal)                       NAVD 88
 PU1348
 PU1348  VERT ORDER      -  SECOND    CLASS 0
 PU1348
 PU1348.The horizontal coordinates were scaled from a map and have
 PU1348.an estimated accuracy of +/- 6 seconds.
 PU1348
 PU1348.The orthometric height was determined by differential leveling and
 PU1348.adjusted by the NATIONAL GEODETIC SURVEY
 PU1348.in June 1991.
 PU1348
 PU1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1348.GEOID18 height accuracy estimate available here.
 PU1348
 PU1348.Click photographs - Photos may exist for this station.
 PU1348
 PU1348.The dynamic height is computed by dividing the NAVD 88
 PU1348.geopotential number by the normal gravity value computed on the
 PU1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1348.degrees latitude (g = 980.6199 gals.).
 PU1348
 PU1348.The modeled gravity was interpolated from observed gravity values.
 PU1348
 PU1348;                    North         East    Units  Estimated Accuracy
 PU1348;SPC SD N     -   123,170.      340,840.      MT  (+/- 180 meters Scaled)
 PU1348
 PU1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK356726(NAD 83)
 PU1348
 PU1348                          SUPERSEDED SURVEY CONTROL
 PU1348
 PU1348  NGVD 29 (??/??/92)  933.982  (m)         3064.24   (f) ADJ UNCH    2 0
 PU1348
 PU1348.Superseded values are not recommended for survey control.
 PU1348
 PU1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1348.See file dsdata.pdf to determine how the superseded data were derived.
 PU1348
 PU1348_MARKER: DB = BENCH MARK DISK
 PU1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1348_STAMPING: Z 413 1963
 PU1348_MARK LOGO: CGS
 PU1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1348+STABILITY: SURFACE MOTION
 PU1348
 PU1348  HISTORY     - Date     Condition        Report By
 PU1348  HISTORY     - 1963     MONUMENTED       CGS
 PU1348
 PU1348                          STATION DESCRIPTION
 PU1348
 PU1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1348'15.9 MI NE FROM NEWELL.
 PU1348'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 212 FROM THE
 PU1348'HIGH SCHOOL AT NEWELL, THENCE 12.4 MILES NORTH ALONG A GRAVELED
 PU1348'ROAD, 30.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 19 FEET
 PU1348'NORTH OF THE CENTERLINE OF A TRACK ROAD THAT CROSSES AN EARTH
 PU1348'FILL AT THE NORTH END OF A STOCK POND, 2.5 FEET EAST OF A FENCE,
 PU1348'1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 PU1348'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PU1348'PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1875 ***********************************************************************
 PU1875  DESIGNATION -  Z 414
 PU1875  PID         -  PU1875
 PU1875  STATE/COUNTY-  SD/BUTTE
 PU1875  COUNTRY     -  US
 PU1875  USGS QUAD   -  NISLAND (2017)
 PU1875
 PU1875                         *CURRENT SURVEY CONTROL
 PU1875  ______________________________________________________________________
 PU1875* NAD 83(1986) POSITION- 44 44 03.     (N) 103 35 16.     (W)   SCALED
 PU1875* NAVD 88 ORTHO HEIGHT -   876.332 (meters)     2875.10  (feet) ADJUSTED
 PU1875  ______________________________________________________________________
 PU1875  GEOID HEIGHT    -        -16.023 (meters)                     GEOID18
 PU1875  DYNAMIC HEIGHT  -        876.103 (meters)     2874.35  (feet) COMP
 PU1875  MODELED GRAVITY -    980,327.0   (mgal)                       NAVD 88
 PU1875
 PU1875  VERT ORDER      -  SECOND    CLASS 0
 PU1875
 PU1875.The horizontal coordinates were scaled from a map and have
 PU1875.an estimated accuracy of +/- 6 seconds.
 PU1875
 PU1875.The orthometric height was determined by differential leveling and
 PU1875.adjusted by the NATIONAL GEODETIC SURVEY
 PU1875.in June 1991.
 PU1875
 PU1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1875.GEOID18 height accuracy estimate available here.
 PU1875
 PU1875.Click photographs - Photos may exist for this station.
 PU1875
 PU1875.The dynamic height is computed by dividing the NAVD 88
 PU1875.geopotential number by the normal gravity value computed on the
 PU1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1875.degrees latitude (g = 980.6199 gals.).
 PU1875
 PU1875.The modeled gravity was interpolated from observed gravity values.
 PU1875
 PU1875;                    North         East    Units  Estimated Accuracy
 PU1875;SPC SD N     -   106,400.      315,920.      MT  (+/- 180 meters Scaled)
 PU1875
 PU1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK118543(NAD 83)
 PU1875
 PU1875                          SUPERSEDED SURVEY CONTROL
 PU1875
 PU1875  NGVD 29 (??/??/92)  875.850  (m)         2873.52   (f) ADJ UNCH    2 0
 PU1875
 PU1875.Superseded values are not recommended for survey control.
 PU1875
 PU1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1875.See file dsdata.pdf to determine how the superseded data were derived.
 PU1875
 PU1875_MARKER: DB = BENCH MARK DISK
 PU1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1875_STAMPING: Z 414 1963
 PU1875_MARK LOGO: CGS
 PU1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1875+STABILITY: SURFACE MOTION
 PU1875
 PU1875  HISTORY     - Date     Condition        Report By
 PU1875  HISTORY     - 1963     MONUMENTED       CGS
 PU1875
 PU1875                          STATION DESCRIPTION
 PU1875
 PU1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1875'6.9 MI NW FROM NISLAND.
 PU1875'ABOUT 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PU1875'FROM THE STATION AT NISLAND, THENCE 1.15 MILES NORTH ALONG A
 PU1875'GRADED COUNTY ROAD, THENCE 0.3 MILE EAST ALONG A GRADED COUNTY
 PU1875'ROAD, THENCE 2.0 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.25
 PU1875'MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE 2.0 MILES WEST
 PU1875'ALONG A GRAVELED COUNTY ROAD, 49 FEET SOUTHEAST OF THE CENTER OF
 PU1875'THE INTERSECTION OF A NORTH-SOUTH ROAD, 39 FEET SOUTH OF THE
 PU1875'CENTERLINE OF THE EAST-WEST ROAD, 29 FEET EAST OF THE CENTERLINE
 PU1875'OF THE NORTH-SOUTH ROAD, 5.0 FEET SOUTH OF A FENCE CORNER, 1.5
 PU1875'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PU1875'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1875'0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1920 ***********************************************************************
 PU1920  DESIGNATION -  Z 415
 PU1920  PID         -  PU1920
 PU1920  STATE/COUNTY-  SD/BUTTE
 PU1920  COUNTRY     -  US
 PU1920  USGS QUAD   -  ARPAN (2017)
 PU1920
 PU1920                         *CURRENT SURVEY CONTROL
 PU1920  ______________________________________________________________________
 PU1920* NAD 83(1986) POSITION- 44 51 56.     (N) 103 37 45.     (W)   SCALED
 PU1920* NAVD 88 ORTHO HEIGHT -   919.735 (meters)     3017.50  (feet) ADJUSTED
 PU1920  ______________________________________________________________________
 PU1920  GEOID HEIGHT    -        -16.058 (meters)                     GEOID18
 PU1920  DYNAMIC HEIGHT  -        919.503 (meters)     3016.74  (feet) COMP
 PU1920  MODELED GRAVITY -    980,334.0   (mgal)                       NAVD 88
 PU1920
 PU1920  VERT ORDER      -  SECOND    CLASS 0
 PU1920
 PU1920.The horizontal coordinates were scaled from a map and have
 PU1920.an estimated accuracy of +/- 6 seconds.
 PU1920
 PU1920.The orthometric height was determined by differential leveling and
 PU1920.adjusted by the NATIONAL GEODETIC SURVEY
 PU1920.in June 1991.
 PU1920
 PU1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1920.GEOID18 height accuracy estimate available here.
 PU1920
 PU1920.Click photographs - Photos may exist for this station.
 PU1920
 PU1920.The dynamic height is computed by dividing the NAVD 88
 PU1920.geopotential number by the normal gravity value computed on the
 PU1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1920.degrees latitude (g = 980.6199 gals.).
 PU1920
 PU1920.The modeled gravity was interpolated from observed gravity values.
 PU1920
 PU1920;                    North         East    Units  Estimated Accuracy
 PU1920;SPC SD N     -   121,130.      313,300.      MT  (+/- 180 meters Scaled)
 PU1920
 PU1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK082689(NAD 83)
 PU1920
 PU1920                          SUPERSEDED SURVEY CONTROL
 PU1920
 PU1920  NGVD 29 (??/??/92)  919.254  (m)         3015.92   (f) ADJ UNCH    2 0
 PU1920
 PU1920.Superseded values are not recommended for survey control.
 PU1920
 PU1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1920.See file dsdata.pdf to determine how the superseded data were derived.
 PU1920
 PU1920_MARKER: DB = BENCH MARK DISK
 PU1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1920_STAMPING: Z 415 1963
 PU1920_MARK LOGO: CGS
 PU1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1920+STABILITY: SURFACE MOTION
 PU1920
 PU1920  HISTORY     - Date     Condition        Report By
 PU1920  HISTORY     - 1963     MONUMENTED       CGS
 PU1920
 PU1920                          STATION DESCRIPTION
 PU1920
 PU1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1920'19.6 MI NW FROM NEWELL.
 PU1920'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE HIGH
 PU1920'SCHOOL AT NEWELL, THENCE 4.0 MILES WEST ALONG A GRADED COUNTY
 PU1920'ROAD, THENCE 2.9 MILES NORTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1920'7.4 MILES NORTHWEST ALONG A TRACK ROAD THROUGH PRIVATE PROPERTY
 PU1920'OWNED BY THE PERSHEY BROTHERS, 33 FEET NORTH OF THE CENTERLINE
 PU1920'OF THE TRACK ROAD, 11 FEET NORTH OF A FENCE CORNER, 3.0 FEET
 PU1920'NORTHEAST OF THE NORTH END OF A WIRE GATE, 2.0 FEET EAST OF A
 PU1920'NORTH-SOUTH FENCE, 2.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 PU1920'ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A
 PU1920'CONCRETE POST PROJECTING 0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU0748 ***********************************************************************
 PU0748  DESIGNATION -  Z 416
 PU0748  PID         -  PU0748
 PU0748  STATE/COUNTY-  SD/MEADE
 PU0748  COUNTRY     -  US
 PU0748  USGS QUAD   -  CAMP CREEK (2017)
 PU0748
 PU0748                         *CURRENT SURVEY CONTROL
 PU0748  ______________________________________________________________________
 PU0748* NAD 83(1986) POSITION- 44 59 39.     (N) 102 53 59.     (W)   SCALED
 PU0748* NAVD 88 ORTHO HEIGHT -   891.520 (meters)     2924.93  (feet) ADJUSTED
 PU0748  ______________________________________________________________________
 PU0748  GEOID HEIGHT    -        -17.391 (meters)                     GEOID18
 PU0748  DYNAMIC HEIGHT  -        891.330 (meters)     2924.31  (feet) COMP
 PU0748  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 PU0748
 PU0748  VERT ORDER      -  FIRST     CLASS II
 PU0748
 PU0748.The horizontal coordinates were scaled from a map and have
 PU0748.an estimated accuracy of +/- 6 seconds.
 PU0748
 PU0748.The orthometric height was determined by differential leveling and
 PU0748.adjusted by the NATIONAL GEODETIC SURVEY
 PU0748.in June 1991.
 PU0748
 PU0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU0748.GEOID18 height accuracy estimate available here.
 PU0748
 PU0748.Click photographs - Photos may exist for this station.
 PU0748
 PU0748.The dynamic height is computed by dividing the NAVD 88
 PU0748.geopotential number by the normal gravity value computed on the
 PU0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU0748.degrees latitude (g = 980.6199 gals.).
 PU0748
 PU0748.The modeled gravity was interpolated from observed gravity values.
 PU0748
 PU0748;                    North         East    Units  Estimated Accuracy
 PU0748;SPC SD N     -   133,090.      371,410.      MT  (+/- 180 meters Scaled)
 PU0748
 PU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK655844(NAD 83)
 PU0748
 PU0748                          SUPERSEDED SURVEY CONTROL
 PU0748
 PU0748  NGVD 29 (??/??/92)  891.045  (m)         2923.37   (f) ADJ UNCH    1 2
 PU0748
 PU0748.Superseded values are not recommended for survey control.
 PU0748
 PU0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU0748.See file dsdata.pdf to determine how the superseded data were derived.
 PU0748
 PU0748_MARKER: DB = BENCH MARK DISK
 PU0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU0748_STAMPING: Z 416 1963
 PU0748_MARK LOGO: CGS
 PU0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU0748+STABILITY: SURFACE MOTION
 PU0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU0748+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 PU0748
 PU0748  HISTORY     - Date     Condition        Report By
 PU0748  HISTORY     - 1963     MONUMENTED       CGS
 PU0748  HISTORY     - 19951116 GOOD             NGS
 PU0748
 PU0748                          STATION DESCRIPTION
 PU0748
 PU0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU0748'1.3 MI SW FROM MUD BUTTE.
 PU0748'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 212 FROM A
 PU0748'GRAVELED ROAD INTERSECTION AT MUD BUTTE, 125 FEET SOUTHWEST
 PU0748'OF THE CENTER OF THE INTESECTION OF AN EAST-WEST GRAVELED
 PU0748'ROAD, 73 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PU0748'42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHEAST
 PU0748'OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 PU0748'6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PU0748'CONCRETE POST PROJECTING 6 INCHES.
 PU0748
 PU0748                          STATION RECOVERY (1995)
 PU0748
 PU0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU0748'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 PU0748'OFFICE IN MUD BUTTE, 612.0 M (2007.9 FT) SOUTHWEST OF MILEPOST 72,
 PU0748'22.6 M (74.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT)
 PU0748'SOUTH OF THE CENTER OF COUNTY ROAD 34, 5.2 M (17.1 FT) SOUTHWEST OF
 PU0748'THE CENTER OF A FIELD ENTRANCE AND GATE, 3.0 M (9.8 FT) BELOW THE
 PU0748'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A FENCE, 0.4 M (1.3
 PU0748'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 PU0748'FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1312 ***********************************************************************
 PU1312  DESIGNATION -  Z 417
 PU1312  PID         -  PU1312
 PU1312  STATE/COUNTY-  SD/BUTTE
 PU1312  COUNTRY     -  US
 PU1312  USGS QUAD   -  DEERS EARS BUTTE SOUTH (2017)
 PU1312
 PU1312                         *CURRENT SURVEY CONTROL
 PU1312  ______________________________________________________________________
 PU1312* NAD 83(1986) POSITION- 44 56 38.     (N) 103 09 30.     (W)   SCALED
 PU1312* NAVD 88 ORTHO HEIGHT -   858.177 (meters)     2815.54  (feet) ADJUSTED
 PU1312  ______________________________________________________________________
 PU1312  GEOID HEIGHT    -        -16.964 (meters)                     GEOID18
 PU1312  DYNAMIC HEIGHT  -        857.973 (meters)     2814.87  (feet) COMP
 PU1312  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 PU1312
 PU1312  VERT ORDER      -  SECOND    CLASS 0
 PU1312
 PU1312.The horizontal coordinates were scaled from a map and have
 PU1312.an estimated accuracy of +/- 6 seconds.
 PU1312
 PU1312.The orthometric height was determined by differential leveling and
 PU1312.adjusted by the NATIONAL GEODETIC SURVEY
 PU1312.in June 1991.
 PU1312
 PU1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1312.GEOID18 height accuracy estimate available here.
 PU1312
 PU1312.Click photographs - Photos may exist for this station.
 PU1312
 PU1312.The dynamic height is computed by dividing the NAVD 88
 PU1312.geopotential number by the normal gravity value computed on the
 PU1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1312.degrees latitude (g = 980.6199 gals.).
 PU1312
 PU1312.The modeled gravity was interpolated from observed gravity values.
 PU1312
 PU1312;                    North         East    Units  Estimated Accuracy
 PU1312;SPC SD N     -   128,270.      350,810.      MT  (+/- 180 meters Scaled)
 PU1312
 PU1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK452783(NAD 83)
 PU1312
 PU1312                          SUPERSEDED SURVEY CONTROL
 PU1312
 PU1312  NGVD 29 (??/??/92)  857.695  (m)         2813.95   (f) ADJ UNCH    2 0
 PU1312
 PU1312.Superseded values are not recommended for survey control.
 PU1312
 PU1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1312.See file dsdata.pdf to determine how the superseded data were derived.
 PU1312
 PU1312_MARKER: DB = BENCH MARK DISK
 PU1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PU1312_SP_SET: BRIDGE HEADWALL
 PU1312_STAMPING: Z 417 1963
 PU1312_MARK LOGO: CGS
 PU1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU1312
 PU1312  HISTORY     - Date     Condition        Report By
 PU1312  HISTORY     - 1963     MONUMENTED       CGS
 PU1312
 PU1312                          STATION DESCRIPTION
 PU1312
 PU1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1312'17.2 MI SE FROM CASTLE ROCK.
 PU1312'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 PU1312'AT CASTLE ROCK, THENCE 6.35 MILES SOUTHEAST ALONG A GRADED COUNTY
 PU1312'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD, THENCE
 PU1312'4.9 MILES EAST ALONG A GRADED COUNTY ROAD, THENCE 1.0 MILE
 PU1312'NORTH ALONG A GRADED COUNTY ROAD, THENCE 1.4 MILES NORTHEAST
 PU1312'ALONG A GRADED COUNTY ROAD, SET IN THE TOP OF THE NORTH END
 PU1312'OF THE EAST CONCRETE HEADWALL OF A CONCRETE BRIDGE OVER AN
 PU1312'IRRIGATION CANAL, 19 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PU1312'0.8 FOOT SOUTH OF THE NORTH EDGE OF THE HEADWALL, AND ABOUT
 PU1312'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU1183 ***********************************************************************
 PU1183  DESIGNATION -  Z 418
 PU1183  PID         -  PU1183
 PU1183  STATE/COUNTY-  SD/MEADE
 PU1183  COUNTRY     -  US
 PU1183  USGS QUAD   -  ELM CREEK (2017)
 PU1183
 PU1183                         *CURRENT SURVEY CONTROL
 PU1183  ______________________________________________________________________
 PU1183* NAD 83(1986) POSITION- 44 29 51.     (N) 103 05 10.     (W)   SCALED
 PU1183* NAVD 88 ORTHO HEIGHT -   817.780 (meters)     2683.00  (feet) ADJUSTED
 PU1183  ______________________________________________________________________
 PU1183  GEOID HEIGHT    -        -17.118 (meters)                     GEOID18
 PU1183  DYNAMIC HEIGHT  -        817.560 (meters)     2682.28  (feet) COMP
 PU1183  MODELED GRAVITY -    980,321.8   (mgal)                       NAVD 88
 PU1183
 PU1183  VERT ORDER      -  FIRST     CLASS II
 PU1183
 PU1183.The horizontal coordinates were scaled from a map and have
 PU1183.an estimated accuracy of +/- 6 seconds.
 PU1183
 PU1183.The orthometric height was determined by differential leveling and
 PU1183.adjusted by the NATIONAL GEODETIC SURVEY
 PU1183.in October 1997.
 PU1183
 PU1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU1183.GEOID18 height accuracy estimate available here.
 PU1183
 PU1183.Click photographs - Photos may exist for this station.
 PU1183
 PU1183.The dynamic height is computed by dividing the NAVD 88
 PU1183.geopotential number by the normal gravity value computed on the
 PU1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU1183.degrees latitude (g = 980.6199 gals.).
 PU1183
 PU1183.The modeled gravity was interpolated from observed gravity values.
 PU1183
 PU1183;                    North         East    Units  Estimated Accuracy
 PU1183;SPC SD N     -    78,480.      354,620.      MT  (+/- 180 meters Scaled)
 PU1183
 PU1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK521289(NAD 83)
 PU1183
 PU1183                          SUPERSEDED SURVEY CONTROL
 PU1183
 PU1183  NAVD 88 (06/15/91)  817.781  (m)         2683.00   (f) SUPERSEDED  1 2
 PU1183  NGVD 29 (??/??/92)  817.310  (m)         2681.46   (f) ADJ UNCH    1 2
 PU1183
 PU1183.Superseded values are not recommended for survey control.
 PU1183
 PU1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU1183.See file dsdata.pdf to determine how the superseded data were derived.
 PU1183
 PU1183_MARKER: DB = BENCH MARK DISK
 PU1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU1183_STAMPING: Z 418 1963
 PU1183_MARK LOGO: CGS
 PU1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU1183+STABILITY: SURFACE MOTION
 PU1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU1183+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2012
 PU1183
 PU1183  HISTORY     - Date     Condition        Report By
 PU1183  HISTORY     - 1963     MONUMENTED       CGS
 PU1183  HISTORY     - 19950524 GOOD             NGS
 PU1183  HISTORY     - 20120501 GOOD             INDIV
 PU1183
 PU1183                          STATION DESCRIPTION
 PU1183
 PU1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 PU1183'2.7 MI E FROM VOLUNTEER.
 PU1183'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 34 FROM THE STORE AT
 PU1183'VOLUNTEER, ON THE WEST SLOPE OF A LONG HILL, 99 FEET SOUTH OF THE
 PU1183'CENTERLINE OF THE HIGHWAY, 1.6 FEET NORTH OF AN EAST-WEST FENCE,
 PU1183'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 PU1183'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PU1183'0.7 FOOT.
 PU1183
 PU1183                          STATION RECOVERY (1995)
 PU1183
 PU1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PU1183'34.9 KM (21.70 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST
 PU1183'OFFICE IN UNION CENTER, 302.6 M (992.8 FT) EAST OF MILEPOST 59, 30.0 M
 PU1183'(98.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) NORTH OF A
 PU1183'WITNESS POST AND FENCE, 0.6 M (2.0 FT) EAST OF A WITNESS POST, 0.5 M
 PU1183'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 PU1183'M (0.3 FT) ABOVE THE GROUND SURFACE.
 PU1183
 PU1183                          STATION RECOVERY (2012)
 PU1183
 PU1183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU1183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0632 ***********************************************************************
 QS0632  DESIGNATION -  Z 427
 QS0632  PID         -  QS0632
 QS0632  STATE/COUNTY-  SD/CORSON
 QS0632  COUNTRY     -  US
 QS0632  USGS QUAD   -  BLACK HORSE NE (2017)
 QS0632
 QS0632                         *CURRENT SURVEY CONTROL
 QS0632  ______________________________________________________________________
 QS0632* NAD 83(1986) POSITION- 45 44 35.     (N) 101 20 18.     (W)   SCALED
 QS0632* NAVD 88 ORTHO HEIGHT -   632.418 (meters)     2074.86  (feet) ADJUSTED
 QS0632  ______________________________________________________________________
 QS0632  GEOID HEIGHT    -        -20.531 (meters)                     GEOID18
 QS0632  DYNAMIC HEIGHT  -        632.352 (meters)     2074.64  (feet) COMP
 QS0632  MODELED GRAVITY -    980,490.7   (mgal)                       NAVD 88
 QS0632
 QS0632  VERT ORDER      -  FIRST     CLASS II
 QS0632
 QS0632.The horizontal coordinates were scaled from a map and have
 QS0632.an estimated accuracy of +/- 6 seconds.
 QS0632
 QS0632.The orthometric height was determined by differential leveling and
 QS0632.adjusted by the NATIONAL GEODETIC SURVEY
 QS0632.in June 1991.
 QS0632
 QS0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0632.GEOID18 height accuracy estimate available here.
 QS0632
 QS0632.Click photographs - Photos may exist for this station.
 QS0632
 QS0632.The dynamic height is computed by dividing the NAVD 88
 QS0632.geopotential number by the normal gravity value computed on the
 QS0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0632.degrees latitude (g = 980.6199 gals.).
 QS0632
 QS0632.The modeled gravity was interpolated from observed gravity values.
 QS0632
 QS0632;                    North         East    Units  Estimated Accuracy
 QS0632;SPC SD N     -   213,080.      495,850.      MT  (+/- 180 meters Scaled)
 QS0632
 QS0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR181681(NAD 83)
 QS0632
 QS0632                          SUPERSEDED SURVEY CONTROL
 QS0632
 QS0632.No superseded survey control is available for this station.
 QS0632
 QS0632_MARKER: I = METAL ROD
 QS0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0632_STAMPING: Z 427 1985
 QS0632_MARK LOGO: NGS
 QS0632_PROJECTION: FLUSH
 QS0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0632_ROD/PIPE-DEPTH: 4.9 meters
 QS0632
 QS0632  HISTORY     - Date     Condition        Report By
 QS0632  HISTORY     - 1985     MONUMENTED       NGS
 QS0632
 QS0632                          STATION DESCRIPTION
 QS0632
 QS0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0632'20.2 KM (12.55 MI) SOUTH FROM MCINTOSH.
 QS0632'20.2 KM (12.5 MI) SOUTH ALONG STATE ROUTE 65 FROM THE JUNCTION OF US
 QS0632'HIGHWAY 12 AT MCINTOSH, 22.9 METERS (75 FT) WEST OF THE HIGHWAY
 QS0632'CENTERLINE, 33.5 METERS (11 FT) SOUTH OF A 4- BY 4-INCH WOODEN
 QS0632'RIGHT-OF-WAY POST AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 QS0632'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0632'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QS0632'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0644 ***********************************************************************
 OT0644  DESIGNATION -  Z 429
 OT0644  PID         -  OT0644
 OT0644  STATE/COUNTY-  SD/FALL RIVER
 OT0644  COUNTRY     -  US
 OT0644  USGS QUAD   -  MINNEKAHTA NE (2017)
 OT0644
 OT0644                         *CURRENT SURVEY CONTROL
 OT0644  ______________________________________________________________________
 OT0644* NAD 83(1986) POSITION- 43 25 16.     (N) 103 32 19.     (W)   SCALED
 OT0644* NAVD 88 ORTHO HEIGHT -  1223.665 (meters)     4014.64  (feet) ADJUSTED
 OT0644  ______________________________________________________________________
 OT0644  GEOID HEIGHT    -        -15.345 (meters)                     GEOID18
 OT0644  DYNAMIC HEIGHT  -       1223.121 (meters)     4012.86  (feet) COMP
 OT0644  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 OT0644
 OT0644  VERT ORDER      -  FIRST     CLASS II
 OT0644
 OT0644.The horizontal coordinates were scaled from a map and have
 OT0644.an estimated accuracy of +/- 6 seconds.
 OT0644
 OT0644.The orthometric height was determined by differential leveling and
 OT0644.adjusted by the NATIONAL GEODETIC SURVEY
 OT0644.in June 1991.
 OT0644
 OT0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0644.GEOID18 height accuracy estimate available here.
 OT0644
 OT0644.Click photographs - Photos may exist for this station.
 OT0644
 OT0644.The dynamic height is computed by dividing the NAVD 88
 OT0644.geopotential number by the normal gravity value computed on the
 OT0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0644.degrees latitude (g = 980.6199 gals.).
 OT0644
 OT0644.The modeled gravity was interpolated from observed gravity values.
 OT0644
 OT0644;                    North         East    Units  Estimated Accuracy
 OT0644;SPC SD S     -   125,850.      340,520.      MT  (+/- 180 meters Scaled)
 OT0644
 OT0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ182086(NAD 83)
 OT0644
 OT0644                          SUPERSEDED SURVEY CONTROL
 OT0644
 OT0644.No superseded survey control is available for this station.
 OT0644
 OT0644_MARKER: DV = VERTICAL CONTROL DISK
 OT0644_SETTING: 66 = SET IN ROCK OUTCROP
 OT0644_STAMPING: Z 429 1985
 OT0644_MARK LOGO: NGS
 OT0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OT0644+STABILITY: POSITION/ELEVATION WELL
 OT0644
 OT0644  HISTORY     - Date     Condition        Report By
 OT0644  HISTORY     - 1985     MONUMENTED       NGS
 OT0644
 OT0644                          STATION DESCRIPTION
 OT0644
 OT0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0644'5.6 KM (3.5 MI) WEST FROM HOT SPRINGS.
 OT0644'5.65 KM (3.55 MI) WEST ALONG US HIGHWAY 18 FROM THE JUNCTION OF US
 OT0644'HIGHWAY 385 AT HOT SPRINGS, IN TOP OF AND 0.7 METER (2.5 FT) NORTHEAST
 OT0644'OF THE SOUTHWEST END OF A MASSIVE PORTION OF LIMESTONE OUTCROP AT THE
 OT0644'MOUTH OF A SMALL CANYON, AT THE SOUTHWEST END OF A BEDROCK CUT,
 OT0644'22.0 METERS (72 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 11.4 METERS
 OT0644'(37.5 FT) NORTH OF THE SOUTHEAST END OF THE NORTHEAST ONE OF TWO
 OT0644'24-INCH PIPE CULVERTS AND 7.9 METERS (26 FT) SOUTH OF THE SOUTHWEST
 OT0644'END OF THE CUT.
 OT0644'THE MARK IS 0.15 METERS  S FROM  A WITNESS POST
 OT0644'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0669 ***********************************************************************
 OT0669  DESIGNATION -  Z 430
 OT0669  PID         -  OT0669
 OT0669  STATE/COUNTY-  SD/CUSTER
 OT0669  COUNTRY     -  US
 OT0669  USGS QUAD   -  FAIRBURN (2017)
 OT0669
 OT0669                         *CURRENT SURVEY CONTROL
 OT0669  ______________________________________________________________________
 OT0669* NAD 83(1986) POSITION- 43 42 51.     (N) 103 13 10.     (W)   SCALED
 OT0669* NAVD 88 ORTHO HEIGHT -  1014.893 (meters)     3329.69  (feet) ADJUSTED
 OT0669  ______________________________________________________________________
 OT0669  GEOID HEIGHT    -        -16.064 (meters)                     GEOID18
 OT0669  DYNAMIC HEIGHT  -       1014.507 (meters)     3328.43  (feet) COMP
 OT0669  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 OT0669
 OT0669  VERT ORDER      -  FIRST     CLASS II
 OT0669
 OT0669.The horizontal coordinates were scaled from a map and have
 OT0669.an estimated accuracy of +/- 6 seconds.
 OT0669
 OT0669.The orthometric height was determined by differential leveling and
 OT0669.adjusted by the NATIONAL GEODETIC SURVEY
 OT0669.in June 1991.
 OT0669
 OT0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0669.GEOID18 height accuracy estimate available here.
 OT0669
 OT0669.Click photographs - Photos may exist for this station.
 OT0669
 OT0669.The dynamic height is computed by dividing the NAVD 88
 OT0669.geopotential number by the normal gravity value computed on the
 OT0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0669.degrees latitude (g = 980.6199 gals.).
 OT0669
 OT0669.The modeled gravity was interpolated from observed gravity values.
 OT0669
 OT0669;                    North         East    Units  Estimated Accuracy
 OT0669;SPC SD S     -   157,440.      367,480.      MT  (+/- 180 meters Scaled)
 OT0669
 OT0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ434416(NAD 83)
 OT0669
 OT0669                          SUPERSEDED SURVEY CONTROL
 OT0669
 OT0669.No superseded survey control is available for this station.
 OT0669
 OT0669_MARKER: DV = VERTICAL CONTROL DISK
 OT0669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OT0669_SP_SET: HEADWALL
 OT0669_STAMPING: Z 430 1985
 OT0669_MARK LOGO: NGS
 OT0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OT0669+STABILITY: SURFACE MOTION
 OT0669
 OT0669  HISTORY     - Date     Condition        Report By
 OT0669  HISTORY     - 1985     MONUMENTED       NGS
 OT0669
 OT0669                          STATION DESCRIPTION
 OT0669
 OT0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0669'14.5 KM (9.0 MI) SOUTH FROM HERMOSA.
 OT0669'14.5 KM (9.05 MI) SOUTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 OT0669'STATE HIGHWAY 40 EAST AT HERMOSA, IN TOP OF THE SOUTHWEST END OF THE
 OT0669'NORTHWEST HEADWALL FOR A TRIPLE BOX CULVERT WITH A CONCRETE FLOOR OVER
 OT0669'DRY CREEK, 8.1 METERS (26.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 OT0669'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OT0693 ***********************************************************************
 OT0693  DESIGNATION -  Z 431
 OT0693  PID         -  OT0693
 OT0693  STATE/COUNTY-  SD/PENNINGTON
 OT0693  COUNTRY     -  US
 OT0693  USGS QUAD   -  CAPUTA NE (2017)
 OT0693
 OT0693                         *CURRENT SURVEY CONTROL
 OT0693  ______________________________________________________________________
 OT0693* NAD 83(1986) POSITION- 43 56 25.     (N) 102 47 13.     (W)   SCALED
 OT0693* NAVD 88 ORTHO HEIGHT -   836.158 (meters)     2743.30  (feet) ADJUSTED
 OT0693  ______________________________________________________________________
 OT0693  GEOID HEIGHT    -        -17.549 (meters)                     GEOID18
 OT0693  DYNAMIC HEIGHT  -        835.900 (meters)     2742.45  (feet) COMP
 OT0693  MODELED GRAVITY -    980,281.5   (mgal)                       NAVD 88
 OT0693
 OT0693  VERT ORDER      -  FIRST     CLASS II
 OT0693
 OT0693.The horizontal coordinates were scaled from a map and have
 OT0693.an estimated accuracy of +/- 6 seconds.
 OT0693
 OT0693.The orthometric height was determined by differential leveling and
 OT0693.adjusted by the NATIONAL GEODETIC SURVEY
 OT0693.in June 1991.
 OT0693
 OT0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 OT0693.GEOID18 height accuracy estimate available here.
 OT0693
 OT0693.Click photographs - Photos may exist for this station.
 OT0693
 OT0693.The dynamic height is computed by dividing the NAVD 88
 OT0693.geopotential number by the normal gravity value computed on the
 OT0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OT0693.degrees latitude (g = 980.6199 gals.).
 OT0693
 OT0693.The modeled gravity was interpolated from observed gravity values.
 OT0693
 OT0693;                    North         East    Units  Estimated Accuracy
 OT0693;SPC SD S     -   181,430.      403,050.      MT  (+/- 180 meters Scaled)
 OT0693
 OT0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ776676(NAD 83)
 OT0693
 OT0693                          SUPERSEDED SURVEY CONTROL
 OT0693
 OT0693.No superseded survey control is available for this station.
 OT0693
 OT0693_MARKER: I = METAL ROD
 OT0693_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OT0693+WITH SETTING: INFORMATION.
 OT0693_STAMPING: Z 431 1985
 OT0693_MARK LOGO: NGS
 OT0693_PROJECTION: FLUSH
 OT0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OT0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OT0693+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2011
 OT0693_ROD/PIPE-DEPTH: 2.4 meters
 OT0693
 OT0693  HISTORY     - Date     Condition        Report By
 OT0693  HISTORY     - 1985     MONUMENTED       NGS
 OT0693  HISTORY     - 20110517 GOOD             INDIV
 OT0693
 OT0693                          STATION DESCRIPTION
 OT0693
 OT0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OT0693'38.3 KM (23.8 MI) SE FROM RAPID CITY.
 OT0693'0.3 KM (0.2 MI) NORTH ALONG US HIGHWAY 16 FROM THE POST OFFICE IN
 OT0693'RAPID CITY, THENCE 38.05 KM (23.8 MI) SOUTHEAST ALONG STATE HIGHWAY
 OT0693'44, 30.0 METERS (98.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 38.5 METERS
 OT0693'(126.5 FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST 70, 36.9 METERS
 OT0693'(121 FT) NORTHWEST OF THE NORTH END OF A 24-INCH CONCRETE PIPE
 OT0693'CULVERT, 1.3 METERS (4.5 FT) WEST OF THE EAST END OF A WOODEN
 OT0693'RIGHT-OF-WAY FENCE BRACE AND 0.3 METER (1 FT) SOUTH OF THE
 OT0693'RIGHT-OF-WAY FENCE.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO
 OT0693'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OT0693'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OT0693'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OT0693
 OT0693                          STATION RECOVERY (2011)
 OT0693
 OT0693'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OT0693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0922 ***********************************************************************
 PT0922  DESIGNATION -  Z 432
 PT0922  PID         -  PT0922
 PT0922  STATE/COUNTY-  SD/STANLEY
 PT0922  COUNTRY     -  US
 PT0922  USGS QUAD   -  MAY RANCH (2017)
 PT0922
 PT0922                         *CURRENT SURVEY CONTROL
 PT0922  ______________________________________________________________________
 PT0922* NAD 83(1986) POSITION- 44 22 06.     (N) 101 07 30.     (W)   SCALED
 PT0922* NAVD 88 ORTHO HEIGHT -   633.304 (meters)     2077.76  (feet) ADJUSTED
 PT0922  ______________________________________________________________________
 PT0922  GEOID HEIGHT    -        -22.350 (meters)                     GEOID18
 PT0922  DYNAMIC HEIGHT  -        633.148 (meters)     2077.25  (feet) COMP
 PT0922  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 PT0922
 PT0922  VERT ORDER      -  FIRST     CLASS II
 PT0922
 PT0922.The horizontal coordinates were scaled from a map and have
 PT0922.an estimated accuracy of +/- 6 seconds.
 PT0922
 PT0922.The orthometric height was determined by differential leveling and
 PT0922.adjusted by the NATIONAL GEODETIC SURVEY
 PT0922.in June 1991.
 PT0922
 PT0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0922.GEOID18 height accuracy estimate available here.
 PT0922
 PT0922.Click photographs - Photos may exist for this station.
 PT0922
 PT0922.The dynamic height is computed by dividing the NAVD 88
 PT0922.geopotential number by the normal gravity value computed on the
 PT0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0922.degrees latitude (g = 980.6199 gals.).
 PT0922
 PT0922.The modeled gravity was interpolated from observed gravity values.
 PT0922
 PT0922;                    North         East    Units  Estimated Accuracy
 PT0922;SPC SD S     -   226,380.      536,900.      MT  (+/- 180 meters Scaled)
 PT0922
 PT0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ306149(NAD 83)
 PT0922
 PT0922                          SUPERSEDED SURVEY CONTROL
 PT0922
 PT0922.No superseded survey control is available for this station.
 PT0922
 PT0922_MARKER: I = METAL ROD
 PT0922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0922_STAMPING: Z 432 1985
 PT0922_MARK LOGO: NGS
 PT0922_PROJECTION: FLUSH
 PT0922_MAGNETIC: I = MARKER IS A STEEL ROD
 PT0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PT0922+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 PT0922_ROD/PIPE-DEPTH: 14.0 meters
 PT0922
 PT0922  HISTORY     - Date     Condition        Report By
 PT0922  HISTORY     - 1985     MONUMENTED       NGS
 PT0922  HISTORY     - 19950803 GOOD             NGS
 PT0922  HISTORY     - 20130116 GOOD             INDIV
 PT0922
 PT0922                          STATION DESCRIPTION
 PT0922
 PT0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0922'34.4 KM (21.4 MI) NORTH FROM MIDLAND.
 PT0922'34.43 KM (21.40 MI) NORTH ALONG STATE HIGHWAY 63 AND US HIGHWAY 14
 PT0922'FROM THEIR JUNCTION AT MIDLAND, IN THE CENTER OF A DOUBLE WOODEN POST
 PT0922'BRACE FOR AN ANGLED OFFSET IN THE RIGHT-OF-WAY FENCE, 0.35 KM (0.22
 PT0922'MI) SOUTH OF THE T JUNCTION OF US HIGHWAY 14 LEADING EAST, 27.9 METERS
 PT0922'(91.5 FT) EAST OF THE HIGHWAY CENTERLINE, 72.5 METERS (238 FT) SOUTH
 PT0922'OF A GUY WIRED POWER POLE AT THE EAST END OF A POWER LINE CROSSING AND
 PT0922'0.9 METER (2.8 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 PT0922'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PT0922'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PT0922'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 PT0922
 PT0922                          STATION RECOVERY (1995)
 PT0922
 PT0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PT0922'7.9 KM (4.90 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 PT0922'IN HAYES, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 14,
 PT0922'311.0 M (1020.3 FT) SOUTH OF MILEPOST 190, 27.8 M (91.2 FT) EAST OF
 PT0922'THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PT0922'1.0 M (3.3 FT) SOUTH OF AN UNDERGROUND CABLE WARNING SIGN, 0.8 M (2.6
 PT0922'FT) WEST OF THE CENTER OF 2 BRACED FENCE POSTS, AND 0.4 M (1.3 FT)
 PT0922'NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PT0922'5-INCH LOGO CAP.
 PT0922
 PT0922                          STATION RECOVERY (2013)
 PT0922
 PT0922'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PT0922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0963 ***********************************************************************
 PT0963  DESIGNATION -  Z 433
 PT0963  PID         -  PT0963
 PT0963  STATE/COUNTY-  SD/ZIEBACH
 PT0963  COUNTRY     -  US
 PT0963  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0963
 PT0963                         *CURRENT SURVEY CONTROL
 PT0963  ______________________________________________________________________
 PT0963* NAD 83(1986) POSITION- 44 54 26.     (N) 101 16 36.     (W)   SCALED
 PT0963* NAVD 88 ORTHO HEIGHT -   664.277 (meters)     2179.38  (feet) ADJUSTED
 PT0963  ______________________________________________________________________
 PT0963  GEOID HEIGHT    -        -21.311 (meters)                     GEOID18
 PT0963  DYNAMIC HEIGHT  -        664.149 (meters)     2178.96  (feet) COMP
 PT0963  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 PT0963
 PT0963  VERT ORDER      -  FIRST     CLASS II
 PT0963
 PT0963.The horizontal coordinates were scaled from a map and have
 PT0963.an estimated accuracy of +/- 6 seconds.
 PT0963
 PT0963.The orthometric height was determined by differential leveling and
 PT0963.adjusted by the NATIONAL GEODETIC SURVEY
 PT0963.in June 1991.
 PT0963
 PT0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0963.GEOID18 height accuracy estimate available here.
 PT0963
 PT0963.Click photographs - Photos may exist for this station.
 PT0963
 PT0963.The dynamic height is computed by dividing the NAVD 88
 PT0963.geopotential number by the normal gravity value computed on the
 PT0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0963.degrees latitude (g = 980.6199 gals.).
 PT0963
 PT0963.The modeled gravity was interpolated from observed gravity values.
 PT0963
 PT0963;                    North         East    Units  Estimated Accuracy
 PT0963;SPC SD N     -   120,130.      499,190.      MT  (+/- 180 meters Scaled)
 PT0963
 PT0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ202751(NAD 83)
 PT0963
 PT0963                          SUPERSEDED SURVEY CONTROL
 PT0963
 PT0963.No superseded survey control is available for this station.
 PT0963
 PT0963_MARKER: I = METAL ROD
 PT0963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PT0963_STAMPING: Z 433 1985
 PT0963_MARK LOGO: NGS
 PT0963_PROJECTION: FLUSH
 PT0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PT0963_ROD/PIPE-DEPTH: 6.1 meters
 PT0963
 PT0963  HISTORY     - Date     Condition        Report By
 PT0963  HISTORY     - 1985     MONUMENTED       NGS
 PT0963
 PT0963                          STATION DESCRIPTION
 PT0963
 PT0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PT0963'15.0 KM (9.3 MI) SOUTH FROM EAGLE BUTTE.
 PT0963'3.49 KM (2.17 MI) WEST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 PT0963'STREET AT EAGLE BUTTE, THENCE 11.52 KM (7.16 MI) SOUTH ALONG STATE
 PT0963'HIGHWAY 63, ON THE OUTSIDE OF THE SOUTH END OF A CURVE, 0.17 KM (0.11
 PT0963'MI) SOUTH OF THE CROSSING OF THE EAST FORK OF RUDY CREEK, 0.61 KM
 PT0963'(0.38 MI) SOUTH OF MILEPOST 161, 13.1 METERS (43 FT) EAST OF THE
 PT0963'HIGHWAY CENTERLINE, 6.7 METERS (22 FT) NORTH OF THE NORTH END OF A
 PT0963'WIRE GATE IN THE RIGHT-OF-WAY FENCE, 0.3 METER (1 FT) SOUTH OF A 4- BY
 PT0963'4-INCH WOODEN RIGHT-OF-WAY MARKER AND 0.3 METER (1 FT) WEST OF THE
 PT0963'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PT0963'5-INCH LOGO CAP.
 PT0963'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PT0963'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0594 ***********************************************************************
 QS0594  DESIGNATION -  Z 434
 QS0594  PID         -  QS0594
 QS0594  STATE/COUNTY-  SD/ZIEBACH
 QS0594  COUNTRY     -  US
 QS0594  USGS QUAD   -  DUPREE (2017)
 QS0594
 QS0594                         *CURRENT SURVEY CONTROL
 QS0594  ______________________________________________________________________
 QS0594* NAD 83(1986) POSITION- 45 04 04.     (N) 101 34 09.     (W)   SCALED
 QS0594* NAVD 88 ORTHO HEIGHT -   716.856 (meters)     2351.89  (feet) ADJUSTED
 QS0594  ______________________________________________________________________
 QS0594  GEOID HEIGHT    -        -20.594 (meters)                     GEOID18
 QS0594  DYNAMIC HEIGHT  -        716.715 (meters)     2351.42  (feet) COMP
 QS0594  MODELED GRAVITY -    980,396.3   (mgal)                       NAVD 88
 QS0594
 QS0594  VERT ORDER      -  FIRST     CLASS II
 QS0594
 QS0594.The horizontal coordinates were scaled from a map and have
 QS0594.an estimated accuracy of +/- 6 seconds.
 QS0594
 QS0594.The orthometric height was determined by differential leveling and
 QS0594.adjusted by the NATIONAL GEODETIC SURVEY
 QS0594.in June 1991.
 QS0594
 QS0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0594.GEOID18 height accuracy estimate available here.
 QS0594
 QS0594.Click photographs - Photos may exist for this station.
 QS0594
 QS0594.The dynamic height is computed by dividing the NAVD 88
 QS0594.geopotential number by the normal gravity value computed on the
 QS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0594.degrees latitude (g = 980.6199 gals.).
 QS0594
 QS0594.The modeled gravity was interpolated from observed gravity values.
 QS0594
 QS0594;                    North         East    Units  Estimated Accuracy
 QS0594;SPC SD N     -   138,370.      476,440.      MT  (+/- 180 meters Scaled)
 QS0594
 QS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ977936(NAD 83)
 QS0594
 QS0594                          SUPERSEDED SURVEY CONTROL
 QS0594
 QS0594.No superseded survey control is available for this station.
 QS0594
 QS0594_MARKER: I = METAL ROD
 QS0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QS0594_STAMPING: Z 434 1985
 QS0594_MARK LOGO: NGS
 QS0594_PROJECTION: FLUSH
 QS0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0594_ROD/PIPE-DEPTH: 5.2 meters
 QS0594
 QS0594  HISTORY     - Date     Condition        Report By
 QS0594  HISTORY     - 1985     MONUMENTED       NGS
 QS0594  HISTORY     - 20120724 MARK NOT FOUND   INDIV
 QS0594
 QS0594                          STATION DESCRIPTION
 QS0594
 QS0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0594'4.6 KM (2.85 MI) NE FROM DUPREE.
 QS0594'2.88 KM (1.79 MI) EAST ALONG US HIGHWAY 212 FROM THE JUNCTION OF MAIN
 QS0594'STREET AT DUPREE, THENCE 1.72 KM (1.07 MI) NORTH ALONG STATE HIGHWAY
 QS0594'65, IN THE NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE
 QS0594'ROAD, 0.09 KM (0.06 MI) NORTH OF MILEPOST 165, 28.0 METERS (92 FT)
 QS0594'WEST OF THE HIGHWAY CENTERLINE, 9.4 METERS (31 FT) NORTH OF THE CENTER
 QS0594'OF THE ROAD, 26.7 METERS (87.5 FT) NORTHWEST OF A T JUNCTION POWER
 QS0594'POLE, 21.9 METERS (72 FT) WEST OF THE WEST END OF THE SOUTH ONE OF TWO
 QS0594'24-INCH CONCRETE PIPE CULVERTS AND 0.3 METER (1 FT) SOUTH OF AN
 QS0594'EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QS0594'LOGO CAP.
 QS0594'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QS0594'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QS0594
 QS0594                          STATION RECOVERY (2012)
 QS0594
 QS0594'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0594'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0615 ***********************************************************************
 OS0615  DESIGNATION -  Z 435
 OS0615  PID         -  OS0615
 OS0615  STATE/COUNTY-  SD/JACKSON
 OS0615  COUNTRY     -  US
 OS0615  USGS QUAD   -  INTERIOR (2017)
 OS0615
 OS0615                         *CURRENT SURVEY CONTROL
 OS0615  ______________________________________________________________________
 OS0615* NAD 83(1986) POSITION- 43 43 37.     (N) 101 58 44.     (W)   SCALED
 OS0615* NAVD 88 ORTHO HEIGHT -   722.487 (meters)     2370.36  (feet) ADJUSTED
 OS0615  ______________________________________________________________________
 OS0615  GEOID HEIGHT    -        -19.906 (meters)                     GEOID18
 OS0615  DYNAMIC HEIGHT  -        722.256 (meters)     2369.60  (feet) COMP
 OS0615  MODELED GRAVITY -    980,275.8   (mgal)                       NAVD 88
 OS0615
 OS0615  VERT ORDER      -  FIRST     CLASS II
 OS0615
 OS0615.The horizontal coordinates were scaled from a map and have
 OS0615.an estimated accuracy of +/- 6 seconds.
 OS0615
 OS0615.The orthometric height was determined by differential leveling and
 OS0615.adjusted by the NATIONAL GEODETIC SURVEY
 OS0615.in June 1991.
 OS0615
 OS0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0615.GEOID18 height accuracy estimate available here.
 OS0615
 OS0615.Click photographs - Photos may exist for this station.
 OS0615
 OS0615.The dynamic height is computed by dividing the NAVD 88
 OS0615.geopotential number by the normal gravity value computed on the
 OS0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0615.degrees latitude (g = 980.6199 gals.).
 OS0615
 OS0615.The modeled gravity was interpolated from observed gravity values.
 OS0615
 OS0615;                    North         East    Units  Estimated Accuracy
 OS0615;SPC SD S     -   156,130.      467,430.      MT  (+/- 180 meters Scaled)
 OS0615
 OS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP600458(NAD 83)
 OS0615
 OS0615                          SUPERSEDED SURVEY CONTROL
 OS0615
 OS0615.No superseded survey control is available for this station.
 OS0615
 OS0615_MARKER: I = METAL ROD
 OS0615_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0615_STAMPING: Z 435 1985
 OS0615_MARK LOGO: NGS
 OS0615_PROJECTION: FLUSH
 OS0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OS0615+STABILITY: POSITION/ELEVATION WELL
 OS0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0615+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2013
 OS0615_ROD/PIPE-DEPTH: 12.5 meters
 OS0615_SLEEVE-DEPTH  : 11.9 meters
 OS0615
 OS0615  HISTORY     - Date     Condition        Report By
 OS0615  HISTORY     - 1985     MONUMENTED       NGS
 OS0615  HISTORY     - 20130116 GOOD             INDIV
 OS0615
 OS0615                          STATION DESCRIPTION
 OS0615
 OS0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OS0615'IN INTERIOR.
 OS0615'IN INTERIOR, IN THE NORTHEAST CORNER OF THE T JUNCTION OF STATE
 OS0615'HIGHWAYS 44 AND 377, 44.9 METERS (147.5 FT) NORTH OF THE STATE HIGHWAY
 OS0615'44 CENTERLINE, 25.9 METERS (85 FT) SOUTHEAST OF THE STATE HIGHWAY 377
 OS0615'CENTERLINE, 28.2 METERS (92.5 FT) SOUTH OF THE SOUTH RAIL OF THE
 OS0615'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 4.9 METERS (16 FT)
 OS0615'WEST OF A Y JUNCTION POWER POLE, 3.2 METERS (10.5 FT) EAST OF A FENCE
 OS0615'CORNER AND 0.7 METER (2.5 FT) NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY
 OS0615'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OS0615'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OS0615'THE MARK IS 1.5 M BELOW THE HIGHWAYS.
 OS0615
 OS0615                          STATION RECOVERY (2013)
 OS0615
 OS0615'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 OS0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0619 ***********************************************************************
 QS0619  DESIGNATION -  Z 438
 QS0619  PID         -  QS0619
 QS0619  STATE/COUNTY-  SD/DEWEY
 QS0619  COUNTRY     -  US
 QS0619  USGS QUAD   -  ISABEL (2017)
 QS0619
 QS0619                         *CURRENT SURVEY CONTROL
 QS0619  ______________________________________________________________________
 QS0619* NAD 83(1986) POSITION- 45 23 11.     (N) 101 25 54.     (W)   SCALED
 QS0619* NAVD 88 ORTHO HEIGHT -   728.850 (meters)     2391.24  (feet) ADJUSTED
 QS0619  ______________________________________________________________________
 QS0619  GEOID HEIGHT    -        -20.566 (meters)                     GEOID18
 QS0619  DYNAMIC HEIGHT  -        728.735 (meters)     2390.86  (feet) COMP
 QS0619  MODELED GRAVITY -    980,433.9   (mgal)                       NAVD 88
 QS0619
 QS0619  VERT ORDER      -  FIRST     CLASS II
 QS0619
 QS0619.The horizontal coordinates were scaled from a map and have
 QS0619.an estimated accuracy of +/- 6 seconds.
 QS0619
 QS0619.The orthometric height was determined by differential leveling and
 QS0619.adjusted by the NATIONAL GEODETIC SURVEY
 QS0619.in June 1991.
 QS0619
 QS0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0619.GEOID18 height accuracy estimate available here.
 QS0619
 QS0619.Click photographs - Photos may exist for this station.
 QS0619
 QS0619.The dynamic height is computed by dividing the NAVD 88
 QS0619.geopotential number by the normal gravity value computed on the
 QS0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0619.degrees latitude (g = 980.6199 gals.).
 QS0619
 QS0619.The modeled gravity was interpolated from observed gravity values.
 QS0619
 QS0619;                    North         East    Units  Estimated Accuracy
 QS0619;SPC SD N     -   173,570.      487,890.      MT  (+/- 180 meters Scaled)
 QS0619
 QS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR096287(NAD 83)
 QS0619
 QS0619                          SUPERSEDED SURVEY CONTROL
 QS0619
 QS0619.No superseded survey control is available for this station.
 QS0619
 QS0619_MARKER: F = FLANGE-ENCASED ROD
 QS0619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QS0619_STAMPING: Z 438 1985
 QS0619_MARK LOGO: NGS
 QS0619_PROJECTION: FLUSH
 QS0619_MAGNETIC: I = MARKER IS A STEEL ROD
 QS0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0619+STABILITY: POSITION/ELEVATION WELL
 QS0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0619+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1999
 QS0619_ROD/PIPE-DEPTH: 13.7 meters
 QS0619_SLEEVE-DEPTH  : 12.2 meters
 QS0619
 QS0619  HISTORY     - Date     Condition        Report By
 QS0619  HISTORY     - 1985     MONUMENTED       NGS
 QS0619  HISTORY     - 19990622 GOOD             NGS
 QS0619
 QS0619                          STATION DESCRIPTION
 QS0619
 QS0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QS0619'IN ISABEL.
 QS0619'IN ISABEL, AT THE SOUTHEAST CORNER OF THE ISABEL MUNICIPAL AIRPORT, AT
 QS0619'THE NORTHEAST CORNER OF A METAL BUILDING SERVING AS AN AIRPLANE
 QS0619'HANGER, 128.0 METERS (420 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 QS0619'124.4 METERS (408 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 QS0619'GRADED LANDING STRIP, 29.9 METERS (98 FT) WEST-SOUTHWEST OF THE
 QS0619'SOUTHWEST CORNER OF A LARGE METAL BUILDING FOR FARM EQUIMENT STORAGE,
 QS0619'14.2 METERS (46.5 FT) WEST OF A NORTH-SOUTH FENCE AROUND THE AIRPORT
 QS0619'AND 0.8 METER (2.6 FT) NORTH OF THE NORTHEAST CORNER OF THE HANGER.
 QS0619'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QS0619'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 QS0619'THE MARK IS ABOVE LEVEL WITH THE BASE OF THE HANGER.
 QS0619
 QS0619                          STATION RECOVERY (1999)
 QS0619
 QS0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 QS0619'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 QS0619'IN ISABEL, 253.2 M (830.7 FT) EAST OF MILEPOST 140, 133.2 M (437.0 FT)
 QS0619'NORTHWEST OF THE HIGHWAY CENTERLINE, 29.9 M (98.1 FT) WEST OF THE
 QS0619'SOUTHWEST CORNER OF A SHOP BUILDING, 14.2 M (46.6 FT) WEST OF A FENCE,
 QS0619'3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT)
 QS0619'NORTH OF A WITNESS POST AND THE NORTHEAST CORNER OF AN AIRPLANE
 QS0619'HANGAR.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QS0619'THE MONUMENT IS ON CITY PROPERTY.  THE MONUMENT IS A BASIC NET A
 QS0619'JUNCTION MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0074 ***********************************************************************
 PS0074  DESIGNATION -  Z 44
 PS0074  PID         -  PS0074
 PS0074  STATE/COUNTY-  SD/JERAULD
 PS0074  COUNTRY     -  US
 PS0074  USGS QUAD   -  ALPENA (2017)
 PS0074
 PS0074                         *CURRENT SURVEY CONTROL
 PS0074  ______________________________________________________________________
 PS0074* NAD 83(1986) POSITION- 44 10 50.     (N) 098 22 14.     (W)   SCALED
 PS0074* NAVD 88 ORTHO HEIGHT -   403.304 (meters)     1323.17  (feet) ADJUSTED
 PS0074  ______________________________________________________________________
 PS0074  GEOID HEIGHT    -        -25.252 (meters)                     GEOID18
 PS0074  DYNAMIC HEIGHT  -        403.228 (meters)     1322.92  (feet) COMP
 PS0074  MODELED GRAVITY -    980,416.4   (mgal)                       NAVD 88
 PS0074
 PS0074  VERT ORDER      -  FIRST     CLASS II
 PS0074
 PS0074.The horizontal coordinates were scaled from a map and have
 PS0074.an estimated accuracy of +/- 6 seconds.
 PS0074
 PS0074.The orthometric height was determined by differential leveling and
 PS0074.adjusted by the NATIONAL GEODETIC SURVEY
 PS0074.in June 1991.
 PS0074
 PS0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0074.GEOID18 height accuracy estimate available here.
 PS0074
 PS0074.Click photographs - Photos may exist for this station.
 PS0074
 PS0074.The dynamic height is computed by dividing the NAVD 88
 PS0074.geopotential number by the normal gravity value computed on the
 PS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0074.degrees latitude (g = 980.6199 gals.).
 PS0074
 PS0074.The modeled gravity was interpolated from observed gravity values.
 PS0074
 PS0074;                    North         East    Units  Estimated Accuracy
 PS0074;SPC SD S     -   207,070.      756,930.      MT  (+/- 180 meters Scaled)
 PS0074
 PS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP503921(NAD 83)
 PS0074
 PS0074                          SUPERSEDED SURVEY CONTROL
 PS0074
 PS0074  NGVD 29 (??/??/92)  403.008  (m)         1322.20   (f) ADJ UNCH    1 2
 PS0074
 PS0074.Superseded values are not recommended for survey control.
 PS0074
 PS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0074.See file dsdata.pdf to determine how the superseded data were derived.
 PS0074
 PS0074_MARKER: DB = BENCH MARK DISK
 PS0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0074_SP_SET: TANK FOUNDATION
 PS0074_STAMPING: Z 44 1934
 PS0074_MARK LOGO: CGS
 PS0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0074
 PS0074  HISTORY     - Date     Condition        Report By
 PS0074  HISTORY     - 1934     MONUMENTED       CGS
 PS0074  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0074
 PS0074                          STATION DESCRIPTION
 PS0074
 PS0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0074'AT ALPENA.
 PS0074'AT ALPENA, JERAULD COUNTY, AT THE CITY WATER TANK NORTHEAST
 PS0074'OF THE PUBLIC SCHOOL, AND IN THE TOP OF THE SOUTH CORNER OF
 PS0074'THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED Z 44 1934.
 PS0074
 PS0074                          STATION RECOVERY (1973)
 PS0074
 PS0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0978 ***********************************************************************
 OQ0978  DESIGNATION -  Z 447
 OQ0978  PID         -  OQ0978
 OQ0978  STATE/COUNTY-  SD/LINCOLN
 OQ0978  COUNTRY     -  US
 OQ0978  USGS QUAD   -  WORTHING (2017)
 OQ0978
 OQ0978                         *CURRENT SURVEY CONTROL
 OQ0978  ______________________________________________________________________
 OQ0978* NAD 83(1986) POSITION- 43 22 25.     (N) 096 47 45.     (W)   SCALED
 OQ0978* NAVD 88 ORTHO HEIGHT -   421.305 (meters)     1382.23  (feet) ADJUSTED
 OQ0978  ______________________________________________________________________
 OQ0978  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 OQ0978  DYNAMIC HEIGHT  -        421.188 (meters)     1381.85  (feet) COMP
 OQ0978  MODELED GRAVITY -    980,330.7   (mgal)                       NAVD 88
 OQ0978
 OQ0978  VERT ORDER      -  FIRST     CLASS II
 OQ0978
 OQ0978.The horizontal coordinates were scaled from a map and have
 OQ0978.an estimated accuracy of +/- 6 seconds.
 OQ0978
 OQ0978.The orthometric height was determined by differential leveling and
 OQ0978.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0978.in June 1991.
 OQ0978
 OQ0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0978.GEOID18 height accuracy estimate available here.
 OQ0978
 OQ0978.Click photographs - Photos may exist for this station.
 OQ0978
 OQ0978.The dynamic height is computed by dividing the NAVD 88
 OQ0978.geopotential number by the normal gravity value computed on the
 OQ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0978.degrees latitude (g = 980.6199 gals.).
 OQ0978
 OQ0978.The modeled gravity was interpolated from observed gravity values.
 OQ0978
 OQ0978;                    North         East    Units  Estimated Accuracy
 OQ0978;SPC SD S     -   121,670.      886,590.      MT  (+/- 180 meters Scaled)
 OQ0978
 OQ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP785046(NAD 83)
 OQ0978
 OQ0978                          SUPERSEDED SURVEY CONTROL
 OQ0978
 OQ0978.No superseded survey control is available for this station.
 OQ0978
 OQ0978_MARKER: I = METAL ROD
 OQ0978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0978_STAMPING: Z 447 1990
 OQ0978_MARK LOGO: NGS
 OQ0978_PROJECTION: PROJECTING 26 CENTIMETERS
 OQ0978_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0978+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 OQ0978_ROD/PIPE-DEPTH: 6.7 meters
 OQ0978_SLEEVE-DEPTH  : 0.9 meters
 OQ0978
 OQ0978  HISTORY     - Date     Condition        Report By
 OQ0978  HISTORY     - 1990     MONUMENTED       NGS
 OQ0978  HISTORY     - 20110215 GOOD             INDIV
 OQ0978
 OQ0978                          STATION DESCRIPTION
 OQ0978
 OQ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ0978'19.1 KM (11.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ0978'JUNCTION WITH 12TH STREET IN SIOUX FALLS, 0.55 KM (0.34 MI) NORTH OF
 OQ0978'MILEPOST 67, 30.3 M (99.4 FT) EAST OF THE CENTERLINE OF THE
 OQ0978'NORTHBOUND LANES OF THE HIGHWAY, 5.5 M (18.0 FT) NORTH OF A T-FENCE
 OQ0978'CORNER, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3
 OQ0978'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ0978'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ0978'SPECIFICATIONS FOR A CLASS A MONUMENT.
 OQ0978
 OQ0978                          STATION RECOVERY (2011)
 OQ0978
 OQ0978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ0978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1048 ***********************************************************************
 OQ1048  DESIGNATION -  Z 448
 OQ1048  PID         -  OQ1048
 OQ1048  STATE/COUNTY-  SD/MOODY
 OQ1048  COUNTRY     -  US
 OQ1048  USGS QUAD   -  COLMAN (2017)
 OQ1048
 OQ1048                         *CURRENT SURVEY CONTROL
 OQ1048  ______________________________________________________________________
 OQ1048* NAD 83(1986) POSITION- 43 56 59.     (N) 096 45 29.     (W)   SCALED
 OQ1048* NAVD 88 ORTHO HEIGHT -   503.843 (meters)     1653.02  (feet) ADJUSTED
 OQ1048  ______________________________________________________________________
 OQ1048  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 OQ1048  DYNAMIC HEIGHT  -        503.724 (meters)     1652.63  (feet) COMP
 OQ1048  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 OQ1048
 OQ1048  VERT ORDER      -  FIRST     CLASS II
 OQ1048
 OQ1048.The horizontal coordinates were scaled from a map and have
 OQ1048.an estimated accuracy of +/- 6 seconds.
 OQ1048
 OQ1048.The orthometric height was determined by differential leveling and
 OQ1048.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1048.in September 1993.
 OQ1048
 OQ1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1048.GEOID18 height accuracy estimate available here.
 OQ1048
 OQ1048.Click photographs - Photos may exist for this station.
 OQ1048
 OQ1048.The dynamic height is computed by dividing the NAVD 88
 OQ1048.geopotential number by the normal gravity value computed on the
 OQ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1048.degrees latitude (g = 980.6199 gals.).
 OQ1048
 OQ1048.The modeled gravity was interpolated from observed gravity values.
 OQ1048
 OQ1048;                    North         East    Units  Estimated Accuracy
 OQ1048;SPC SD S     -   185,750.      886,890.      MT  (+/- 180 meters Scaled)
 OQ1048
 OQ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP798687(NAD 83)
 OQ1048
 OQ1048                          SUPERSEDED SURVEY CONTROL
 OQ1048
 OQ1048.No superseded survey control is available for this station.
 OQ1048
 OQ1048_MARKER: I = METAL ROD
 OQ1048_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1048_STAMPING: Z 448 1990
 OQ1048_MARK LOGO: NGS
 OQ1048_PROJECTION: PROJECTING 8 CENTIMETERS
 OQ1048_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1048+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1048_ROD/PIPE-DEPTH: 5.5 meters
 OQ1048_SLEEVE-DEPTH  : 0.9 meters
 OQ1048
 OQ1048  HISTORY     - Date     Condition        Report By
 OQ1048  HISTORY     - 1990     MONUMENTED       NGS
 OQ1048  HISTORY     - 19910619 GOOD             NGS
 OQ1048  HISTORY     - 20110318 POOR             INDIV
 OQ1048
 OQ1048                          STATION DESCRIPTION
 OQ1048
 OQ1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1048'3.3 KM (2.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1048'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1048'NORTH OF MILEPOST 107, 29.5 M (96.8 FT) EAST OF AND LEVEL WITH THE
 OQ1048'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT)
 OQ1048'SOUTH OF THE EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 11.6 M
 OQ1048'(38.1 FT) NORTH OF A UTILITY POLE WITH ONE GUY WIRE, 3.1 M (10.2 FT)
 OQ1048'SOUTH OF A T-FENCE CORNER, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST
 OQ1048'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1048'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 OQ1048'MONUMENT.
 OQ1048
 OQ1048                          STATION RECOVERY (1991)
 OQ1048
 OQ1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ1048'3.3 KM (2.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 OQ1048'JUNCTION WITH STATE HIGHWAY 34 (COLMAN EXIT 109), 1.3 KM (0.8 MI)
 OQ1048'NORTH OF MILEPOST 107, 29.5 M (96.8 FT) EAST OF AND LEVEL WITH THE
 OQ1048'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT)
 OQ1048'SOUTH OF THE EXTENDED CENTER OF AN ABANDONED SECTION LINE ROAD, 11.6 M
 OQ1048'(38.1 FT) NORTH OF A UTILITY POLE WITH ONE GUY WIRE, 3.1 M (10.2 FT)
 OQ1048'SOUTH OF A T-FENCE CORNER, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST
 OQ1048'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OQ1048'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A
 OQ1048'MONUMENT.
 OQ1048
 OQ1048                          STATION RECOVERY (2011)
 OQ1048
 OQ1048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1048'CONCRETE DAMAGED. ACCESS COVER MISSING. BROKEN PVC SLEEVE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0222 ***********************************************************************
 PS0222  DESIGNATION -  Z 45
 PS0222  PID         -  PS0222
 PS0222  STATE/COUNTY-  SD/SPINK
 PS0222  COUNTRY     -  US
 PS0222  USGS QUAD   -  TULARE (2017)
 PS0222
 PS0222                         *CURRENT SURVEY CONTROL
 PS0222  ______________________________________________________________________
 PS0222* NAD 83(1986) POSITION- 44 44 19.     (N) 098 30 36.     (W)   SCALED
 PS0222* NAVD 88 ORTHO HEIGHT -   403.123 (meters)     1322.58  (feet) ADJUSTED
 PS0222  ______________________________________________________________________
 PS0222  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 PS0222  DYNAMIC HEIGHT  -        403.073 (meters)     1322.42  (feet) COMP
 PS0222  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 PS0222
 PS0222  VERT ORDER      -  FIRST     CLASS II
 PS0222
 PS0222.The horizontal coordinates were scaled from a map and have
 PS0222.an estimated accuracy of +/- 6 seconds.
 PS0222
 PS0222.The orthometric height was determined by differential leveling and
 PS0222.adjusted by the NATIONAL GEODETIC SURVEY
 PS0222.in June 1991.
 PS0222
 PS0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0222.GEOID18 height accuracy estimate available here.
 PS0222
 PS0222.Click photographs - Photos may exist for this station.
 PS0222
 PS0222.The dynamic height is computed by dividing the NAVD 88
 PS0222.geopotential number by the normal gravity value computed on the
 PS0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0222.degrees latitude (g = 980.6199 gals.).
 PS0222
 PS0222.The modeled gravity was interpolated from observed gravity values.
 PS0222
 PS0222;                    North         East    Units  Estimated Accuracy
 PS0222;SPC SD N     -   101,680.      718,000.      MT  (+/- 180 meters Scaled)
 PS0222
 PS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ387540(NAD 83)
 PS0222
 PS0222                          SUPERSEDED SURVEY CONTROL
 PS0222
 PS0222  NGVD 29 (??/??/92)  402.828  (m)         1321.61   (f) ADJ UNCH    1 2
 PS0222
 PS0222.Superseded values are not recommended for survey control.
 PS0222
 PS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0222.See file dsdata.pdf to determine how the superseded data were derived.
 PS0222
 PS0222_MARKER: DB = BENCH MARK DISK
 PS0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0222_SP_SET: BUILDING WALL
 PS0222_STAMPING: Z 45 1934
 PS0222_MARK LOGO: CGS
 PS0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0222
 PS0222  HISTORY     - Date     Condition        Report By
 PS0222  HISTORY     - 1934     MONUMENTED       CGS
 PS0222
 PS0222                          STATION DESCRIPTION
 PS0222
 PS0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0222'AT TULARE.
 PS0222'AT TULARE, SPINK COUNTY, IN THE EAST BRICK WALL OF THE PUBLIC
 PS0222'SCHOOL, 2 FEET FROM THE SOUTHEAST CORNER, AND ABOUT 4 FEET ABOVE
 PS0222'THE GROUND.  A STANDARD DISK, STAMPED Z 45 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 NM1973 ***********************************************************************
 NM1973  DESIGNATION -  Z 450
 NM1973  PID         -  NM1973
 NM1973  STATE/COUNTY-  SD/UNION
 NM1973  COUNTRY     -  US
 NM1973  USGS QUAD   -  VERMILLION SE (2017)
 NM1973
 NM1973                         *CURRENT SURVEY CONTROL
 NM1973  ______________________________________________________________________
 NM1973* NAD 83(1986) POSITION- 42 50 15.     (N) 096 47 43.     (W)   SCALED
 NM1973* NAVD 88 ORTHO HEIGHT -   375.870 (meters)     1233.17  (feet) ADJUSTED
 NM1973  ______________________________________________________________________
 NM1973  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 NM1973  DYNAMIC HEIGHT  -        375.768 (meters)     1232.83  (feet) COMP
 NM1973  MODELED GRAVITY -    980,337.6   (mgal)                       NAVD 88
 NM1973
 NM1973  VERT ORDER      -  FIRST     CLASS II
 NM1973
 NM1973.The horizontal coordinates were scaled from a map and have
 NM1973.an estimated accuracy of +/- 6 seconds.
 NM1973
 NM1973.The orthometric height was determined by differential leveling and
 NM1973.adjusted by the NATIONAL GEODETIC SURVEY
 NM1973.in June 1991.
 NM1973
 NM1973.Significant digits in the geoid height do not necessarily reflect accuracy.
 NM1973.GEOID18 height accuracy estimate available here.
 NM1973
 NM1973.Click photographs - Photos may exist for this station.
 NM1973
 NM1973.The dynamic height is computed by dividing the NAVD 88
 NM1973.geopotential number by the normal gravity value computed on the
 NM1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1973.degrees latitude (g = 980.6199 gals.).
 NM1973
 NM1973.The modeled gravity was interpolated from observed gravity values.
 NM1973
 NM1973;                    North         East    Units  Estimated Accuracy
 NM1973;SPC SD S     -    62,170.      889,170.      MT  (+/- 180 meters Scaled)
 NM1973
 NM1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN801451(NAD 83)
 NM1973
 NM1973                          SUPERSEDED SURVEY CONTROL
 NM1973
 NM1973.No superseded survey control is available for this station.
 NM1973
 NM1973_MARKER: I = METAL ROD
 NM1973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1973_STAMPING: Z 450 1990
 NM1973_MARK LOGO: NGS
 NM1973_PROJECTION: PROJECTING 8 CENTIMETERS
 NM1973_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1973+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2012
 NM1973_ROD/PIPE-DEPTH: 10.4 meters
 NM1973_SLEEVE-DEPTH  : 0.9 meters
 NM1973
 NM1973  HISTORY     - Date     Condition        Report By
 NM1973  HISTORY     - 1990     MONUMENTED       NGS
 NM1973  HISTORY     - 20120514 GOOD             INDIV
 NM1973
 NM1973                          STATION DESCRIPTION
 NM1973
 NM1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1973'5.8 KM (3.6 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 NM1973'JUNCTION WITH STATE HIGHWAY 50 IN JUNCTION CITY, 0.45 KM (0.28 MI)
 NM1973'NORTH OF MILEPOST 30, 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE
 NM1973'NORTHBOUND LANES OF THE HIGHWAY, 24.2 M (79.4 FT) EAST-NORTHEAST OF
 NM1973'THE EAST END OF THE MOST NORTHERLY 1 OF 2 36-INCH CULVERTS, 5.3 M
 NM1973'(17.4 FT) NORTH OF THE MOST NORTHERLY 1 OF 2 T-FENCE CORNERS, 0.6 M
 NM1973'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A
 NM1973'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1973'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A
 NM1973'CLASS A MONUMENT.
 NM1973
 NM1973                          STATION RECOVERY (2012)
 NM1973
 NM1973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 NM1973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1055 ***********************************************************************
 OQ1055  DESIGNATION -  Z 451
 OQ1055  PID         -  OQ1055
 OQ1055  STATE/COUNTY-  SD/MOODY
 OQ1055  COUNTRY     -  US
 OQ1055  USGS QUAD   -  TRENT (2017)
 OQ1055
 OQ1055                         *CURRENT SURVEY CONTROL
 OQ1055  ______________________________________________________________________
 OQ1055* NAD 83(1986) POSITION- 43 58 42.     (N) 096 41 20.     (W)   SCALED
 OQ1055* NAVD 88 ORTHO HEIGHT -   462.965 (meters)     1518.91  (feet) ADJUSTED
 OQ1055  ______________________________________________________________________
 OQ1055  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 OQ1055  DYNAMIC HEIGHT  -        462.857 (meters)     1518.56  (feet) COMP
 OQ1055  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 OQ1055
 OQ1055  VERT ORDER      -  FIRST     CLASS II
 OQ1055
 OQ1055.The horizontal coordinates were scaled from a map and have
 OQ1055.an estimated accuracy of +/- 6 seconds.
 OQ1055
 OQ1055.The orthometric height was determined by differential leveling and
 OQ1055.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1055.in June 1991.
 OQ1055
 OQ1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1055.GEOID18 height accuracy estimate available here.
 OQ1055
 OQ1055.Click photographs - Photos may exist for this station.
 OQ1055
 OQ1055.The dynamic height is computed by dividing the NAVD 88
 OQ1055.geopotential number by the normal gravity value computed on the
 OQ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1055.degrees latitude (g = 980.6199 gals.).
 OQ1055
 OQ1055.The modeled gravity was interpolated from observed gravity values.
 OQ1055
 OQ1055;                    North         East    Units  Estimated Accuracy
 OQ1055;SPC SD S     -   189,160.      892,300.      MT  (+/- 180 meters Scaled)
 OQ1055
 OQ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP853720(NAD 83)
 OQ1055
 OQ1055                          SUPERSEDED SURVEY CONTROL
 OQ1055
 OQ1055.No superseded survey control is available for this station.
 OQ1055
 OQ1055_MARKER: I = METAL ROD
 OQ1055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1055_STAMPING: Z 451 1990
 OQ1055_MARK LOGO: NGS
 OQ1055_PROJECTION: FLUSH
 OQ1055_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1055+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OQ1055_ROD/PIPE-DEPTH: 8.1 meters
 OQ1055
 OQ1055  HISTORY     - Date     Condition        Report By
 OQ1055  HISTORY     - 1990     MONUMENTED       NGS
 OQ1055  HISTORY     - 20110330 MARK NOT FOUND   INDIV
 OQ1055
 OQ1055                          STATION DESCRIPTION
 OQ1055
 OQ1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1055'3.9 KM (2.4 MI) WESTERLY ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF
 OQ1055'3RD STREET IN EGAN, 14.6 M (47.9 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OQ1055'9.6 M (31.5 FT) WEST OF THE CENTER OF A ROAD LEADING SOUTH, 3.3 M
 OQ1055'(10.8 FT) WEST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OQ1055'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 OQ1055'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OQ1055
 OQ1055                          STATION RECOVERY (2011)
 OQ1055
 OQ1055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRP)
 OQ1055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ1132 ***********************************************************************
 OQ1132  DESIGNATION -  Z 452
 OQ1132  PID         -  OQ1132
 OQ1132  STATE/COUNTY-  SD/MCCOOK
 OQ1132  COUNTRY     -  US
 OQ1132  USGS QUAD   -  MONTROSE (2017)
 OQ1132
 OQ1132                         *CURRENT SURVEY CONTROL
 OQ1132  ______________________________________________________________________
 OQ1132* NAD 83(1986) POSITION- 43 39 57.     (N) 097 09 31.     (W)   SCALED
 OQ1132* NAVD 88 ORTHO HEIGHT -   465.423 (meters)     1526.98  (feet) ADJUSTED
 OQ1132  ______________________________________________________________________
 OQ1132  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 OQ1132  DYNAMIC HEIGHT  -        465.301 (meters)     1526.58  (feet) COMP
 OQ1132  MODELED GRAVITY -    980,343.0   (mgal)                       NAVD 88
 OQ1132
 OQ1132  VERT ORDER      -  FIRST     CLASS II
 OQ1132
 OQ1132.The horizontal coordinates were scaled from a map and have
 OQ1132.an estimated accuracy of +/- 6 seconds.
 OQ1132
 OQ1132.The orthometric height was determined by differential leveling and
 OQ1132.adjusted by the NATIONAL GEODETIC SURVEY
 OQ1132.in September 1993.
 OQ1132
 OQ1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ1132.GEOID18 height accuracy estimate available here.
 OQ1132
 OQ1132.Click photographs - Photos may exist for this station.
 OQ1132
 OQ1132.The dynamic height is computed by dividing the NAVD 88
 OQ1132.geopotential number by the normal gravity value computed on the
 OQ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1132.degrees latitude (g = 980.6199 gals.).
 OQ1132
 OQ1132.The modeled gravity was interpolated from observed gravity values.
 OQ1132
 OQ1132;                    North         East    Units  Estimated Accuracy
 OQ1132;SPC SD S     -   152,920.      855,970.      MT  (+/- 180 meters Scaled)
 OQ1132
 OQ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP484364(NAD 83)
 OQ1132
 OQ1132                          SUPERSEDED SURVEY CONTROL
 OQ1132
 OQ1132.No superseded survey control is available for this station.
 OQ1132
 OQ1132_MARKER: I = METAL ROD
 OQ1132_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ1132_STAMPING: Z 452 1991
 OQ1132_MARK LOGO: NGS
 OQ1132_PROJECTION: FLUSH
 OQ1132_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1132+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 OQ1132_ROD/PIPE-DEPTH: 5.5 meters
 OQ1132_SLEEVE-DEPTH  : 0.9 meters
 OQ1132
 OQ1132  HISTORY     - Date     Condition        Report By
 OQ1132  HISTORY     - 1991     MONUMENTED       NGS
 OQ1132  HISTORY     - 20120222 GOOD             INDIV
 OQ1132
 OQ1132                          STATION DESCRIPTION
 OQ1132
 OQ1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OQ1132'6.6 KM (4.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ1132'JUNCTION OF STATE HIGHWAY 19 (EXIT 379) AT THE WEST EDGE OF HUMBOLDT,
 OQ1132'1.0 KM (0.6 MI) EAST OF MILEPOST 375, 63.2 M (207.3 FT) SOUTH OF THE
 OQ1132'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 61.4 M (201.4 FT)
 OQ1132'EAST OF A T-FENCE CORNER, 51.3 M (168.3 FT) WEST OF A BRACED T-FENCE
 OQ1132'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6
 OQ1132'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 OQ1132'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 OQ1132'THE SPECIFICATIONS FOR A CLASS A MARK.
 OQ1132
 OQ1132                          STATION RECOVERY (2012)
 OQ1132
 OQ1132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OQ1132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0983 ***********************************************************************
 OR0983  DESIGNATION -  Z 453
 OR0983  PID         -  OR0983
 OR0983  STATE/COUNTY-  SD/DAVISON
 OR0983  COUNTRY     -  US
 OR0983  USGS QUAD   -  MOUNT VERNON (2017)
 OR0983
 OR0983                         *CURRENT SURVEY CONTROL
 OR0983  ______________________________________________________________________
 OR0983* NAD 83(1986) POSITION- 43 41 43.     (N) 098 16 53.     (W)   SCALED
 OR0983* NAVD 88 ORTHO HEIGHT -   438.071 (meters)     1437.24  (feet) ADJUSTED
 OR0983  ______________________________________________________________________
 OR0983  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 OR0983  DYNAMIC HEIGHT  -        437.959 (meters)     1436.87  (feet) COMP
 OR0983  MODELED GRAVITY -    980,350.5   (mgal)                       NAVD 88
 OR0983
 OR0983  VERT ORDER      -  FIRST     CLASS II
 OR0983
 OR0983.The horizontal coordinates were scaled from a map and have
 OR0983.an estimated accuracy of +/- 6 seconds.
 OR0983
 OR0983.The orthometric height was determined by differential leveling and
 OR0983.adjusted by the NATIONAL GEODETIC SURVEY
 OR0983.in September 1993.
 OR0983
 OR0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0983.GEOID18 height accuracy estimate available here.
 OR0983
 OR0983.Click photographs - Photos may exist for this station.
 OR0983
 OR0983.The dynamic height is computed by dividing the NAVD 88
 OR0983.geopotential number by the normal gravity value computed on the
 OR0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0983.degrees latitude (g = 980.6199 gals.).
 OR0983
 OR0983.The modeled gravity was interpolated from observed gravity values.
 OR0983
 OR0983;                    North         East    Units  Estimated Accuracy
 OR0983;SPC SD S     -   153,340.      765,390.      MT  (+/- 180 meters Scaled)
 OR0983
 OR0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP579382(NAD 83)
 OR0983
 OR0983                          SUPERSEDED SURVEY CONTROL
 OR0983
 OR0983.No superseded survey control is available for this station.
 OR0983
 OR0983_MARKER: I = METAL ROD
 OR0983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OR0983_STAMPING: Z 453 1991
 OR0983_MARK LOGO: NGS
 OR0983_PROJECTION: PROJECTING 2 CENTIMETERS
 OR0983_MAGNETIC: I = MARKER IS A STEEL ROD
 OR0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OR0983+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2012
 OR0983_ROD/PIPE-DEPTH: 8.1 meters
 OR0983_SLEEVE-DEPTH  : 0.9 meters
 OR0983
 OR0983  HISTORY     - Date     Condition        Report By
 OR0983  HISTORY     - 1991     MONUMENTED       NGS
 OR0983  HISTORY     - 20120201 GOOD             INDIV
 OR0983
 OR0983                          STATION DESCRIPTION
 OR0983
 OR0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OR0983'16.7 KM (10.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OR0983'JUNCTION OF INTERSTATE HIGHWAY 90 BUSINESS (EXIT 308) IN PLANKINTON,
 OR0983'1.0 KM (0.6 MI) EAST OF MILEPOST 318, 29.6 M (97.1 FT) SOUTH OF THE
 OR0983'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 3.2 M (10.5 FT)
 OR0983'NORTHEAST OF THE NORTH LEG OF A BILLBOARD, 1.2 M (3.9 FT) NORTH OF A
 OR0983'WITNESS POST AND FENCE, AND 1.2 BELOW THE LEVEL OF THE HIGHWAY.
 OR0983'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OR0983'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OR0983
 OR0983                          STATION RECOVERY (2012)
 OR0983
 OR0983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0843 ***********************************************************************
 OS0843  DESIGNATION -  Z 454
 OS0843  PID         -  OS0843
 OS0843  STATE/COUNTY-  SD/JONES
 OS0843  COUNTRY     -  US
 OS0843  USGS QUAD   -  DRAPER (2017)
 OS0843
 OS0843                         *CURRENT SURVEY CONTROL
 OS0843  ______________________________________________________________________
 OS0843* NAD 83(1986) POSITION- 43 54 30.     (N) 100 36 25.     (W)   SCALED
 OS0843* NAVD 88 ORTHO HEIGHT -   701.275 (meters)     2300.77  (feet) ADJUSTED
 OS0843  ______________________________________________________________________
 OS0843  GEOID HEIGHT    -        -24.201 (meters)                     GEOID18
 OS0843  DYNAMIC HEIGHT  -        701.051 (meters)     2300.03  (feet) COMP
 OS0843  MODELED GRAVITY -    980,276.6   (mgal)                       NAVD 88
 OS0843
 OS0843  VERT ORDER      -  FIRST     CLASS II
 OS0843
 OS0843.The horizontal coordinates were scaled from a map and have
 OS0843.an estimated accuracy of +/- 6 seconds.
 OS0843
 OS0843.The orthometric height was determined by differential leveling and
 OS0843.adjusted by the NATIONAL GEODETIC SURVEY
 OS0843.in September 1993.
 OS0843
 OS0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0843.GEOID18 height accuracy estimate available here.
 OS0843
 OS0843.Click photographs - Photos may exist for this station.
 OS0843
 OS0843.The dynamic height is computed by dividing the NAVD 88
 OS0843.geopotential number by the normal gravity value computed on the
 OS0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0843.degrees latitude (g = 980.6199 gals.).
 OS0843
 OS0843.The modeled gravity was interpolated from observed gravity values.
 OS0843
 OS0843;                    North         East    Units  Estimated Accuracy
 OS0843;SPC SD S     -   175,010.      578,020.      MT  (+/- 180 meters Scaled)
 OS0843
 OS0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP709629(NAD 83)
 OS0843
 OS0843                          SUPERSEDED SURVEY CONTROL
 OS0843
 OS0843.No superseded survey control is available for this station.
 OS0843
 OS0843_MARKER: I = METAL ROD
 OS0843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0843_STAMPING: Z 454 1991
 OS0843_MARK LOGO: NGS
 OS0843_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0843_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0843+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OS0843_ROD/PIPE-DEPTH: 5.2 meters
 OS0843_SLEEVE-DEPTH  : 0.9 meters
 OS0843
 OS0843  HISTORY     - Date     Condition        Report By
 OS0843  HISTORY     - 1991     MONUMENTED       NGS
 OS0843
 OS0843                          STATION DESCRIPTION
 OS0843
 OS0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0843'8.9 KM (5.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0843'JUNCTION OF U.S. HIGHWAY 83 SOUTH (EXIT 192) IN MURDO, 0.2 KM (0.1
 OS0843'MI) EAST OF MILEPOST 198, 37.8 M (124.0 FT) SOUTH OF THE CENTERLINE
 OS0843'OF THE EASTBOUND LANES OF THE HIGHWAY, 27.5 M (90.2 FT) NORTHWEST OF
 OS0843'A UTILITY POLE WITH A GUY CABLE, 2.2 M (7.2 FT) WEST OF THE MOST
 OS0843'WESTERLY OF 6 BRACED FENCE POSTS, 0.8 M (2.6 FT) NORTH OF A WITNESS
 OS0843'POST AND FENCE, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OS0843'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OS0843'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0832 ***********************************************************************
 OS0832  DESIGNATION -  Z 455
 OS0832  PID         -  OS0832
 OS0832  STATE/COUNTY-  SD/JONES
 OS0832  COUNTRY     -  US
 OS0832  USGS QUAD   -  VIVIAN NW (2017)
 OS0832
 OS0832                         *CURRENT SURVEY CONTROL
 OS0832  ______________________________________________________________________
 OS0832* NAD 83(1986) POSITION- 43 54 36.     (N) 100 23 25.     (W)   SCALED
 OS0832* NAVD 88 ORTHO HEIGHT -   605.990 (meters)     1988.15  (feet) ADJUSTED
 OS0832  ______________________________________________________________________
 OS0832  GEOID HEIGHT    -        -24.591 (meters)                     GEOID18
 OS0832  DYNAMIC HEIGHT  -        605.805 (meters)     1987.55  (feet) COMP
 OS0832  MODELED GRAVITY -    980,295.3   (mgal)                       NAVD 88
 OS0832
 OS0832  VERT ORDER      -  FIRST     CLASS II
 OS0832
 OS0832.The horizontal coordinates were scaled from a map and have
 OS0832.an estimated accuracy of +/- 6 seconds.
 OS0832
 OS0832.The orthometric height was determined by differential leveling and
 OS0832.adjusted by the NATIONAL GEODETIC SURVEY
 OS0832.in September 1993.
 OS0832
 OS0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0832.GEOID18 height accuracy estimate available here.
 OS0832
 OS0832.Click photographs - Photos may exist for this station.
 OS0832
 OS0832.The dynamic height is computed by dividing the NAVD 88
 OS0832.geopotential number by the normal gravity value computed on the
 OS0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0832.degrees latitude (g = 980.6199 gals.).
 OS0832
 OS0832.The modeled gravity was interpolated from observed gravity values.
 OS0832
 OS0832;                    North         East    Units  Estimated Accuracy
 OS0832;SPC SD S     -   175,160.      595,430.      MT  (+/- 180 meters Scaled)
 OS0832
 OS0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP883628(NAD 83)
 OS0832
 OS0832                          SUPERSEDED SURVEY CONTROL
 OS0832
 OS0832.No superseded survey control is available for this station.
 OS0832
 OS0832_MARKER: I = METAL ROD
 OS0832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OS0832_STAMPING: Z 455 1991
 OS0832_MARK LOGO: NGS
 OS0832_PROJECTION: PROJECTING 2 CENTIMETERS
 OS0832_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0832+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2013
 OS0832_ROD/PIPE-DEPTH: 6.0 meters
 OS0832_SLEEVE-DEPTH  : 0.9 meters
 OS0832
 OS0832  HISTORY     - Date     Condition        Report By
 OS0832  HISTORY     - 1991     MONUMENTED       NGS
 OS0832  HISTORY     - 20130114 GOOD             INDIV
 OS0832
 OS0832                          STATION DESCRIPTION
 OS0832
 OS0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OS0832'26.3 KM (16.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OS0832'JUNCTION OF U.S. HIGHWAY 83 IN MURDO (EXIT 192), NEAR THE CENTER OF
 OS0832'TWO BRACED FENCE POSTS, 114.5 M (375.7 FT) WEST OF MILEPOST 209, 29.2
 OS0832'M (95.8 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 OS0832'LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND
 OS0832'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OS0832'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 OS0832
 OS0832                          STATION RECOVERY (2013)
 OS0832
 OS0832'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 OS0832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4126 ***********************************************************************
 AE4126  CBN         -  This is a Cooperative Base Network Control Station.
 AE4126  DESIGNATION -  Z 456
 AE4126  PID         -  AE4126
 AE4126  STATE/COUNTY-  SD/FAULK
 AE4126  COUNTRY     -  US
 AE4126  USGS QUAD   -  ONAKA SW (2017)
 AE4126
 AE4126                         *CURRENT SURVEY CONTROL
 AE4126  ______________________________________________________________________
 AE4126* NAD 83(2011) POSITION- 45 03 23.07694(N) 099 27 02.83186(W)   ADJUSTED
 AE4126* NAD 83(2011) ELLIP HT-   540.792 (meters)        (06/27/12)   ADJUSTED
 AE4126* NAD 83(2011) EPOCH   -  2010.00
 AE4126* NAVD 88 ORTHO HEIGHT -   563.792 (meters)     1849.71  (feet) ADJUSTED
 AE4126  ______________________________________________________________________
 AE4126  GEOID HEIGHT    -        -23.001 (meters)                     GEOID18
 AE4126  NAD 83(2011) X  -   -741,124.675 (meters)                     COMP
 AE4126  NAD 83(2011) Y  - -4,452,275.627 (meters)                     COMP
 AE4126  NAD 83(2011) Z  -  4,492,161.855 (meters)                     COMP
 AE4126  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 AE4126  DYNAMIC HEIGHT  -        563.714 (meters)     1849.45  (feet) COMP
 AE4126  MODELED GRAVITY -    980,459.7   (mgal)                       NAVD 88
 AE4126
 AE4126  VERT ORDER      -  FIRST     CLASS II
 AE4126
 AE4126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE4126  Standards:
 AE4126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE4126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE4126  -------------------------------------------------------------------
 AE4126  NETWORK    0.73   1.45           0.34   0.24   0.74     -0.11556109
 AE4126  -------------------------------------------------------------------
 AE4126  Click here for local accuracies and other accuracy information.
 AE4126
 AE4126.The horizontal coordinates were established by GPS observations
 AE4126.and adjusted by the National Geodetic Survey in June 2012.
 AE4126
 AE4126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE4126.been affixed to the stable North American tectonic plate. See 
 AE4126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE4126
 AE4126.The horizontal coordinates are valid at the epoch date displayed above
 AE4126.which is a decimal equivalence of Year/Month/Day.
 AE4126
 AE4126.The orthometric height was determined by differential leveling and
 AE4126.adjusted by the NATIONAL GEODETIC SURVEY
 AE4126.in July 1998.
 AE4126
 AE4126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4126.GEOID18 height accuracy estimate available here.
 AE4126
 AE4126.Click photographs - Photos may exist for this station.
 AE4126
 AE4126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4126
 AE4126.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE4126
 AE4126.The ellipsoidal height was determined by GPS observations
 AE4126.and is referenced to NAD 83.
 AE4126
 AE4126.The dynamic height is computed by dividing the NAVD 88
 AE4126.geopotential number by the normal gravity value computed on the
 AE4126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4126.degrees latitude (g = 980.6199 gals.).
 AE4126
 AE4126.The modeled gravity was interpolated from observed gravity values.
 AE4126
 AE4126. The following values were computed from the NAD 83(2011) position.
 AE4126
 AE4126;                    North         East     Units Scale Factor Converg.
 AE4126;SPC SD N     -   136,058.009   643,258.258   MT  0.99993912   +0 23 19.3
 AE4126;SPC SD N     -   446,383.65  2,110,423.13   sFT  0.99993912   +0 23 19.3
 AE4126;UTM  14      - 4,989,315.726   464,505.998   MT  0.99961549   -0 19 08.7
 AE4126
 AE4126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4126!SPC SD N     -   0.99991522  x   0.99993912  =   0.99985434
 AE4126!UTM  14      -   0.99991522  x   0.99961549  =   0.99953074
 AE4126
 AE4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ6450589315(NAD 83)
 AE4126
 AE4126                          SUPERSEDED SURVEY CONTROL
 AE4126
 AE4126  NAD 83(2007)-  45 03 23.07686(N)    099 27 02.83283(W) AD(2002.00) 0
 AE4126  ELLIP H (02/10/07)  540.823  (m)                       GP(2002.00)    
 AE4126  NAD 83(1996)-  45 03 23.07650(N)    099 27 02.83269(W) AD(       ) A
 AE4126  ELLIP H (06/23/03)  540.823  (m)                       GP(       ) 3 1
 AE4126  NAVD 88             563.79   (m)         1849.7    (f) LEVELING    3  
 AE4126
 AE4126.Superseded values are not recommended for survey control.
 AE4126
 AE4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4126.See file dsdata.pdf to determine how the superseded data were derived.
 AE4126
 AE4126_MARKER: I = METAL ROD
 AE4126_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4126_STAMPING: Z 456 1996
 AE4126_MARK LOGO: NGS
 AE4126_PROJECTION: FLUSH
 AE4126_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4126+STABILITY: POSITION/ELEVATION WELL
 AE4126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4126+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AE4126_ROD/PIPE-DEPTH: 15.0 meters
 AE4126_SLEEVE-DEPTH  : 12.0 meters
 AE4126
 AE4126  HISTORY     - Date     Condition        Report By
 AE4126  HISTORY     - 1996     MONUMENTED       NGS
 AE4126  HISTORY     - 20020523 GOOD             SDDT
 AE4126
 AE4126                          STATION DESCRIPTION
 AE4126
 AE4126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4126'26.2 KM (16.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST
 AE4126'OFFICE IN FAULKTON, 27.3 M (89.6 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AE4126'23.2 M (76.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 47, 10.0 M
 AE4126'(32.8 FT) EAST OF MILEPOST 250.93, 3.7 M (12.1 FT) SOUTH OF A FENCE
 AE4126'CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL OF HIGHWAY 212, AND 0.6 M (2.0
 AE4126'FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AE4126'IS THROUGH A 5-INCH LOGO CAP.
 AE4126
 AE4126                          STATION RECOVERY (2002)
 AE4126
 AE4126'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 AE4126'RECOVERED AS DESCRIBED
 AE4126'
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2470 ***********************************************************************
 PU2470  DESIGNATION -  Z 457
 PU2470  PID         -  PU2470
 PU2470  STATE/COUNTY-  SD/PENNINGTON
 PU2470  COUNTRY     -  US
 PU2470  USGS QUAD   -  WASTA SE (2017)
 PU2470
 PU2470                         *CURRENT SURVEY CONTROL
 PU2470  ______________________________________________________________________
 PU2470* NAD 83(1986) POSITION- 44 02 14.     (N) 102 20 50.     (W)   SCALED
 PU2470* NAVD 88 ORTHO HEIGHT -   744.553 (meters)     2442.75  (feet) ADJUSTED
 PU2470  ______________________________________________________________________
 PU2470  GEOID HEIGHT    -        -18.710 (meters)                     GEOID18
 PU2470  DYNAMIC HEIGHT  -        744.329 (meters)     2442.02  (feet) COMP
 PU2470  MODELED GRAVITY -    980,292.5   (mgal)                       NAVD 88
 PU2470
 PU2470  VERT ORDER      -  FIRST     CLASS II
 PU2470
 PU2470.The horizontal coordinates were scaled from a map and have
 PU2470.an estimated accuracy of +/- 6 seconds.
 PU2470
 PU2470.The orthometric height was determined by differential leveling and
 PU2470.adjusted by the NATIONAL GEODETIC SURVEY
 PU2470.in September 1993.
 PU2470
 PU2470.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2470.GEOID18 height accuracy estimate available here.
 PU2470
 PU2470.Click photographs - Photos may exist for this station.
 PU2470
 PU2470.The dynamic height is computed by dividing the NAVD 88
 PU2470.geopotential number by the normal gravity value computed on the
 PU2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2470.degrees latitude (g = 980.6199 gals.).
 PU2470
 PU2470.The modeled gravity was interpolated from observed gravity values.
 PU2470
 PU2470;                    North         East    Units  Estimated Accuracy
 PU2470;SPC SD S     -   191,250.      438,600.      MT  (+/- 180 meters Scaled)
 PU2470
 PU2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGJ125794(NAD 83)
 PU2470
 PU2470                          SUPERSEDED SURVEY CONTROL
 PU2470
 PU2470.No superseded survey control is available for this station.
 PU2470
 PU2470_MARKER: I = METAL ROD
 PU2470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PU2470_STAMPING: Z 457 1991
 PU2470_MARK LOGO: NGS
 PU2470_PROJECTION: PROJECTING 2 CENTIMETERS
 PU2470_MAGNETIC: I = MARKER IS A STEEL ROD
 PU2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PU2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2470+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2012
 PU2470_ROD/PIPE-DEPTH: 8.8 meters
 PU2470_SLEEVE-DEPTH  : 0.9 meters
 PU2470
 PU2470  HISTORY     - Date     Condition        Report By
 PU2470  HISTORY     - 1991     MONUMENTED       NGS
 PU2470  HISTORY     - 20120627 GOOD             INDIV
 PU2470
 PU2470                          STATION DESCRIPTION
 PU2470
 PU2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PU2470'10.6 KM (6.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PU2470'JUNCTION OF STATE HIGHWAY 240 (EXIT 110) IN WALL, NEAR THE CENTER OF
 PU2470'2 BRACED FENCE POSTS, 0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 104,
 PU2470'32.0 M (105.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES
 PU2470'OF THE HIGHWAY, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M
 PU2470'(1.6 FT) NORTHEAST OF A FENCE, AND 0.3 M (1.0 FT) NORTHEAST OF A
 PU2470'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PU2470'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 PU2470'CLASS A MARK.
 PU2470
 PU2470                          STATION RECOVERY (2012)
 PU2470
 PU2470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 PU2470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0904 ***********************************************************************
 OS0904  DESIGNATION -  Z 458
 OS0904  PID         -  OS0904
 OS0904  STATE/COUNTY-  SD/MELLETTE
 OS0904  COUNTRY     -  US
 OS0904  USGS QUAD   -  MISSION NW (2017)
 OS0904
 OS0904                         *CURRENT SURVEY CONTROL
 OS0904  ______________________________________________________________________
 OS0904* NAD 83(1986) POSITION- 43 25 06.14   (N) 100 43 56.36   (W)   HD_HELD1
 OS0904* NAVD 88 ORTHO HEIGHT -   749.218 (meters)     2458.06  (feet) ADJUSTED
 OS0904  ______________________________________________________________________
 OS0904  GEOID HEIGHT    -        -23.515 (meters)                     GEOID18
 OS0904  DYNAMIC HEIGHT  -        748.933 (meters)     2457.12  (feet) COMP
 OS0904  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 OS0904
 OS0904  VERT ORDER      -  FIRST     CLASS II
 OS0904
 OS0904.The horizontal coordinates were determined by differentially corrected
 OS0904.hand held GPS observations or other comparable positioning techniques
 OS0904.and have an estimated accuracy of +/- 3 meters.
 OS0904
 OS0904.The orthometric height was determined by differential leveling and
 OS0904.adjusted by the NATIONAL GEODETIC SURVEY
 OS0904.in June 1994.
 OS0904
 OS0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0904.GEOID18 height accuracy estimate available here.
 OS0904
 OS0904.Click photographs - Photos may exist for this station.
 OS0904
 OS0904.The dynamic height is computed by dividing the NAVD 88
 OS0904.geopotential number by the normal gravity value computed on the
 OS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0904.degrees latitude (g = 980.6199 gals.).
 OS0904
 OS0904.The modeled gravity was interpolated from observed gravity values.
 OS0904
 OS0904;                    North         East    Units  Estimated Accuracy
 OS0904;SPC SD S     -   120,615.5     567,690.6     MT  (+/- 3 meters HH1 GPS) 
 OS0904
 OS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP5976108733(NAD 83)
 OS0904
 OS0904                          SUPERSEDED SURVEY CONTROL
 OS0904
 OS0904.No superseded survey control is available for this station.
 OS0904
 OS0904_MARKER: I = METAL ROD
 OS0904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OS0904_STAMPING: Z 458 1992
 OS0904_MARK LOGO: NGS
 OS0904_PROJECTION: FLUSH
 OS0904_MAGNETIC: I = MARKER IS A STEEL ROD
 OS0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0904+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2009
 OS0904_ROD/PIPE-DEPTH: 6.1 meters
 OS0904
 OS0904  HISTORY     - Date     Condition        Report By
 OS0904  HISTORY     - 1992     MONUMENTED       NGS
 OS0904  HISTORY     - 20090807 GOOD             HKM
 OS0904
 OS0904                          STATION DESCRIPTION
 OS0904
 OS0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OS0904'0.3 KM (0.20 MI) WESTERLY ALONG SOUTH 1ST STREET FROM THE COURTHOUSE
 OS0904'IN WHITE RIVER, THENCE 17.4 KM (10.80 MI) SOUTHERLY ALONG U.S.
 OS0904'HIGHWAY 83, 29.9 M (98.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 OS0904'14.5 M (47.6 FT) SOUTH OF THE CENTER OF A HIGHWAY APPROACH, 0.6 M
 OS0904'(2.0 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 OS0904'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OS0904'A 5-INCH LOGO CAP.
 OS0904
 OS0904                          STATION RECOVERY (2009)
 OS0904
 OS0904'RECOVERY NOTE BY HKM ASSOCIATES 2009 (SB)
 OS0904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8799 ***********************************************************************
 AB8799  DESIGNATION -  Z 459
 AB8799  PID         -  AB8799
 AB8799  STATE/COUNTY-  SD/BROOKINGS
 AB8799  COUNTRY     -  US
 AB8799  USGS QUAD   -  WHITE SE (2017)
 AB8799
 AB8799                         *CURRENT SURVEY CONTROL
 AB8799  ______________________________________________________________________
 AB8799* NAD 83(1986) POSITION- 44 18 40.     (N) 096 30 24.     (W)   SCALED
 AB8799* NAVD 88 ORTHO HEIGHT -   551.490 (meters)     1809.35  (feet) ADJUSTED
 AB8799  ______________________________________________________________________
 AB8799  GEOID HEIGHT    -        -25.645 (meters)                     GEOID18
 AB8799  DYNAMIC HEIGHT  -        551.382 (meters)     1808.99  (feet) COMP
 AB8799  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 AB8799
 AB8799  VERT ORDER      -  FIRST     CLASS II
 AB8799
 AB8799.The horizontal coordinates were scaled from a map and have
 AB8799.an estimated accuracy of +/- 6 seconds.
 AB8799
 AB8799.The orthometric height was determined by differential leveling and
 AB8799.adjusted by the NATIONAL GEODETIC SURVEY
 AB8799.in October 1997.
 AB8799
 AB8799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8799.GEOID18 height accuracy estimate available here.
 AB8799
 AB8799.Click photographs - Photos may exist for this station.
 AB8799
 AB8799.The dynamic height is computed by dividing the NAVD 88
 AB8799.geopotential number by the normal gravity value computed on the
 AB8799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8799.degrees latitude (g = 980.6199 gals.).
 AB8799
 AB8799.The modeled gravity was interpolated from observed gravity values.
 AB8799
 AB8799;                    North         East    Units  Estimated Accuracy
 AB8799;SPC SD N     -    59,110.      878,640.      MT  (+/- 180 meters Scaled)
 AB8799
 AB8799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ988094(NAD 83)
 AB8799
 AB8799                          SUPERSEDED SURVEY CONTROL
 AB8799
 AB8799.No superseded survey control is available for this station.
 AB8799
 AB8799_MARKER: I = METAL ROD
 AB8799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8799_STAMPING: Z 459 1994
 AB8799_MARK LOGO: NGS
 AB8799_PROJECTION: FLUSH
 AB8799_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8799+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8799_ROD/PIPE-DEPTH: 5.7 meters
 AB8799_SLEEVE-DEPTH  : 0.9 meters
 AB8799
 AB8799  HISTORY     - Date     Condition        Report By
 AB8799  HISTORY     - 1994     MONUMENTED       NGS
 AB8799
 AB8799                          STATION DESCRIPTION
 AB8799
 AB8799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8799'20.1 KM (12.50 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8799'INTERSTATE HIGHWAY 29 IN BROOKINGS, 732.0 M (2401.6 FT) WEST OF
 AB8799'MILEPOST 435, 80.1 M (262.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.5
 AB8799'M (34.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 3.8 M (12.5 FT)
 AB8799'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB8799'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8799'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0244 ***********************************************************************
 QR0244  DESIGNATION -  Z 46
 QR0244  PID         -  QR0244
 QR0244  STATE/COUNTY-  SD/FAULK
 QR0244  COUNTRY     -  US
 QR0244  USGS QUAD   -  FAULKTON EAST (2017)
 QR0244
 QR0244                         *CURRENT SURVEY CONTROL
 QR0244  ______________________________________________________________________
 QR0244* NAD 83(1986) POSITION- 45 01 04.     (N) 099 05 00.     (W)   SCALED
 QR0244* NAVD 88 ORTHO HEIGHT -   471.661 (meters)     1547.44  (feet) ADJUSTED
 QR0244  ______________________________________________________________________
 QR0244  GEOID HEIGHT    -        -23.667 (meters)                     GEOID18
 QR0244  DYNAMIC HEIGHT  -        471.600 (meters)     1547.24  (feet) COMP
 QR0244  MODELED GRAVITY -    980,471.7   (mgal)                       NAVD 88
 QR0244
 QR0244  VERT ORDER      -  FIRST     CLASS II
 QR0244
 QR0244.The horizontal coordinates were scaled from a map and have
 QR0244.an estimated accuracy of +/- 6 seconds.
 QR0244
 QR0244.The orthometric height was determined by differential leveling and
 QR0244.adjusted by the NATIONAL GEODETIC SURVEY
 QR0244.in June 1991.
 QR0244
 QR0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0244.GEOID18 height accuracy estimate available here.
 QR0244
 QR0244.Click photographs - Photos may exist for this station.
 QR0244
 QR0244.The dynamic height is computed by dividing the NAVD 88
 QR0244.geopotential number by the normal gravity value computed on the
 QR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0244.degrees latitude (g = 980.6199 gals.).
 QR0244
 QR0244.The modeled gravity was interpolated from observed gravity values.
 QR0244
 QR0244;                    North         East    Units  Estimated Accuracy
 QR0244;SPC SD N     -   132,030.      672,250.      MT  (+/- 180 meters Scaled)
 QR0244
 QR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ934849(NAD 83)
 QR0244
 QR0244                          SUPERSEDED SURVEY CONTROL
 QR0244
 QR0244  NGVD 29 (??/??/92)  471.317  (m)         1546.31   (f) ADJ UNCH    1 2
 QR0244
 QR0244.Superseded values are not recommended for survey control.
 QR0244
 QR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0244.See file dsdata.pdf to determine how the superseded data were derived.
 QR0244
 QR0244_MARKER: DB = BENCH MARK DISK
 QR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0244_STAMPING: Z 46 1934
 QR0244_MARK LOGO: CGS
 QR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0244+STABILITY: SURFACE MOTION
 QR0244
 QR0244  HISTORY     - Date     Condition        Report By
 QR0244  HISTORY     - 1934     MONUMENTED       CGS
 QR0244
 QR0244                          STATION DESCRIPTION
 QR0244
 QR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0244'2 MI SE FROM FAULKTON.
 QR0244'2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0244'FAULKTON, FAULK COUNTY, ABOUT 25 POLES EAST OF MILEPOST 31,
 QR0244'AT A ROAD CROSSING, 55 FEET WEST OF THE CENTER LINE OF THE ROAD,
 QR0244'51 FEET NORTH OF THE CENTER LINE OF THE TRACK, 22 FEET WEST OF
 QR0244'A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE
 QR0244'TRACK.  A STANDARD DISK, STAMPED Z 46 1934 AND SET IN THE TOP OF
 QR0244'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8863 ***********************************************************************
 AB8863  DESIGNATION -  Z 460
 AB8863  PID         -  AB8863
 AB8863  STATE/COUNTY-  SD/KINGSBURY
 AB8863  COUNTRY     -  US
 AB8863  USGS QUAD   -  DE SMET (2017)
 AB8863
 AB8863                         *CURRENT SURVEY CONTROL
 AB8863  ______________________________________________________________________
 AB8863* NAD 83(1986) POSITION- 44 23 00.     (N) 097 35 31.     (W)   SCALED
 AB8863* NAVD 88 ORTHO HEIGHT -   540.102 (meters)     1771.98  (feet) ADJUSTED
 AB8863  ______________________________________________________________________
 AB8863  GEOID HEIGHT    -        -25.080 (meters)                     GEOID18
 AB8863  DYNAMIC HEIGHT  -        540.000 (meters)     1771.65  (feet) COMP
 AB8863  MODELED GRAVITY -    980,412.1   (mgal)                       NAVD 88
 AB8863
 AB8863  VERT ORDER      -  FIRST     CLASS II
 AB8863
 AB8863.The horizontal coordinates were scaled from a map and have
 AB8863.an estimated accuracy of +/- 6 seconds.
 AB8863
 AB8863.The orthometric height was determined by differential leveling and
 AB8863.adjusted by the NATIONAL GEODETIC SURVEY
 AB8863.in October 1997.
 AB8863
 AB8863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8863.GEOID18 height accuracy estimate available here.
 AB8863
 AB8863.Click photographs - Photos may exist for this station.
 AB8863
 AB8863.The dynamic height is computed by dividing the NAVD 88
 AB8863.geopotential number by the normal gravity value computed on the
 AB8863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8863.degrees latitude (g = 980.6199 gals.).
 AB8863
 AB8863.The modeled gravity was interpolated from observed gravity values.
 AB8863
 AB8863;                    North         East    Units  Estimated Accuracy
 AB8863;SPC SD N     -    63,970.      791,870.      MT  (+/- 180 meters Scaled)
 AB8863
 AB8863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ121154(NAD 83)
 AB8863
 AB8863                          SUPERSEDED SURVEY CONTROL
 AB8863
 AB8863.No superseded survey control is available for this station.
 AB8863
 AB8863_MARKER: I = METAL ROD
 AB8863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8863_STAMPING: Z 460 1994
 AB8863_MARK LOGO: NGS
 AB8863_PROJECTION: FLUSH
 AB8863_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8863+STABILITY: POSITION/ELEVATION WELL
 AB8863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8863+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8863_ROD/PIPE-DEPTH: 14.1 meters
 AB8863_SLEEVE-DEPTH  : 9.8 meters
 AB8863
 AB8863  HISTORY     - Date     Condition        Report By
 AB8863  HISTORY     - 1994     MONUMENTED       NGS
 AB8863
 AB8863                          STATION DESCRIPTION
 AB8863
 AB8863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8863'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8863'STATE HIGHWAY 25 IN DE SMET, 656.O M WEST OF MILEPOST 377, 31.0 M
 AB8863'(101.7 FT) NORTHEAST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 AB8863'SOUTH, 25.4 M (83.3 FT) NORTH OF THE HIGHWAY CENTERLINE 1.6 M (5.2 FT)
 AB8863'SOUTH OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 AB8863'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8863'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8913 ***********************************************************************
 AB8913  DESIGNATION -  Z 461
 AB8913  PID         -  AB8913
 AB8913  STATE/COUNTY-  SD/BEADLE
 AB8913  COUNTRY     -  US
 AB8913  USGS QUAD   -  VIRGIL (2017)
 AB8913
 AB8913                         *CURRENT SURVEY CONTROL
 AB8913  ______________________________________________________________________
 AB8913* NAD 83(1986) POSITION- 44 22 14.     (N) 098 22 38.     (W)   SCALED
 AB8913* NAVD 88 ORTHO HEIGHT -   399.829 (meters)     1311.77  (feet) ADJUSTED
 AB8913  ______________________________________________________________________
 AB8913  GEOID HEIGHT    -        -25.027 (meters)                     GEOID18
 AB8913  DYNAMIC HEIGHT  -        399.760 (meters)     1311.55  (feet) COMP
 AB8913  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 AB8913
 AB8913  VERT ORDER      -  FIRST     CLASS II
 AB8913
 AB8913.The horizontal coordinates were scaled from a map and have
 AB8913.an estimated accuracy of +/- 6 seconds.
 AB8913
 AB8913.The orthometric height was determined by differential leveling and
 AB8913.adjusted by the NATIONAL GEODETIC SURVEY
 AB8913.in October 1997.
 AB8913
 AB8913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8913.GEOID18 height accuracy estimate available here.
 AB8913
 AB8913.Click photographs - Photos may exist for this station.
 AB8913
 AB8913.The dynamic height is computed by dividing the NAVD 88
 AB8913.geopotential number by the normal gravity value computed on the
 AB8913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8913.degrees latitude (g = 980.6199 gals.).
 AB8913
 AB8913.The modeled gravity was interpolated from observed gravity values.
 AB8913
 AB8913;                    North         East    Units  Estimated Accuracy
 AB8913;SPC SD N     -    60,990.      729,340.      MT  (+/- 180 meters Scaled)
 AB8913
 AB8913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ496132(NAD 83)
 AB8913
 AB8913                          SUPERSEDED SURVEY CONTROL
 AB8913
 AB8913.No superseded survey control is available for this station.
 AB8913
 AB8913_MARKER: I = METAL ROD
 AB8913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8913_STAMPING: Z 461 1994
 AB8913_MARK LOGO: NGS
 AB8913_PROJECTION: FLUSH
 AB8913_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB8913+STABILITY: POSITION/ELEVATION WELL
 AB8913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8913+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8913_ROD/PIPE-DEPTH: 15.0 meters
 AB8913_SLEEVE-DEPTH  : 9.8 meters
 AB8913
 AB8913  HISTORY     - Date     Condition        Report By
 AB8913  HISTORY     - 1994     MONUMENTED       NGS
 AB8913
 AB8913                          STATION DESCRIPTION
 AB8913
 AB8913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8913'13.1 KM (8.15 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 AB8913'STATE HIGHWAY 37 IN HURON, 798.0 M (2618.1 FT) WEST OF MILEPOST 338,
 AB8913'19.4 M (63.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) WEST
 AB8913'OF A UTILITY POLE, 2.4 M (7.9 FT) EAST OF THE EXTENDED CENTER OF A
 AB8913'GRAVELED ROAD LEADING NORTH, 1.0 M (3.3 FT) NORTH OF A WITNESS POST
 AB8913'AND FENCE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB8913'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB8942 ***********************************************************************
 AB8942  DESIGNATION -  Z 462
 AB8942  PID         -  AB8942
 AB8942  STATE/COUNTY-  SD/HAND
 AB8942  COUNTRY     -  US
 AB8942  USGS QUAD   -  VAYLAND (2017)
 AB8942
 AB8942                         *CURRENT SURVEY CONTROL
 AB8942  ______________________________________________________________________
 AB8942* NAD 83(1986) POSITION- 44 29 12.     (N) 098 46 57.     (W)   SCALED
 AB8942* NAVD 88 ORTHO HEIGHT -   448.313 (meters)     1470.84  (feet) ADJUSTED
 AB8942  ______________________________________________________________________
 AB8942  GEOID HEIGHT    -        -24.821 (meters)                     GEOID18
 AB8942  DYNAMIC HEIGHT  -        448.227 (meters)     1470.56  (feet) COMP
 AB8942  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 AB8942
 AB8942  VERT ORDER      -  FIRST     CLASS II
 AB8942
 AB8942.The horizontal coordinates were scaled from a map and have
 AB8942.an estimated accuracy of +/- 6 seconds.
 AB8942
 AB8942.The orthometric height was determined by differential leveling and
 AB8942.adjusted by the NATIONAL GEODETIC SURVEY
 AB8942.in October 1997.
 AB8942
 AB8942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8942.GEOID18 height accuracy estimate available here.
 AB8942
 AB8942.Click photographs - Photos may exist for this station.
 AB8942
 AB8942.The dynamic height is computed by dividing the NAVD 88
 AB8942.geopotential number by the normal gravity value computed on the
 AB8942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8942.degrees latitude (g = 980.6199 gals.).
 AB8942
 AB8942.The modeled gravity was interpolated from observed gravity values.
 AB8942
 AB8942;                    North         East    Units  Estimated Accuracy
 AB8942;SPC SD N     -    73,330.      696,840.      MT  (+/- 180 meters Scaled)
 AB8942
 AB8942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ172259(NAD 83)
 AB8942
 AB8942                          SUPERSEDED SURVEY CONTROL
 AB8942
 AB8942.No superseded survey control is available for this station.
 AB8942
 AB8942_MARKER: I = METAL ROD
 AB8942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8942_STAMPING: Z 462 1994
 AB8942_MARK LOGO: NGS
 AB8942_PROJECTION: FLUSH
 AB8942_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8942+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8942_ROD/PIPE-DEPTH: 9.0 meters
 AB8942_SLEEVE-DEPTH  : 0.9 meters
 AB8942
 AB8942  HISTORY     - Date     Condition        Report By
 AB8942  HISTORY     - 1994     MONUMENTED       NGS
 AB8942
 AB8942                          STATION DESCRIPTION
 AB8942
 AB8942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8942'17.3 KM (10.75 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB8942'IN MILLER, 131.0 M (429.8 FT) WEST OF MILEPOST 312, 57.2 M (187.7 FT)
 AB8942'SOUTHWEST OF THE HIGHWAY CENTERLINE, 28.9 M (94.8 FT) SOUTHWEST OF THE
 AB8942'NEAR RAIL OF THE DAKOTA, MINNESOTA AND EASTERN RAILROAD, 19.8 M (65.0
 AB8942'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 9.8 M (32.2 FT) SOUTHEAST
 AB8942'OF A FENCE CORNER, 7.5 M (24.6 FT) NORTHEAST OF A UTILITY POLE, 1.0 M
 AB8942'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHEAST
 AB8942'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8942'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB8942'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9043 ***********************************************************************
 AB9043  DESIGNATION -  Z 463
 AB9043  PID         -  AB9043
 AB9043  STATE/COUNTY-  SD/HUGHES
 AB9043  COUNTRY     -  US
 AB9043  USGS QUAD   -  PIERRE (2017)
 AB9043
 AB9043                         *CURRENT SURVEY CONTROL
 AB9043  ______________________________________________________________________
 AB9043* NAD 83(1986) POSITION- 44 21 50.     (N) 100 19 00.     (W)   SCALED
 AB9043* NAVD 88 ORTHO HEIGHT -   475.538 (meters)     1560.16  (feet) ADJUSTED
 AB9043  ______________________________________________________________________
 AB9043  GEOID HEIGHT    -        -23.474 (meters)                     GEOID18
 AB9043  DYNAMIC HEIGHT  -        475.442 (meters)     1559.85  (feet) COMP
 AB9043  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 AB9043
 AB9043  VERT ORDER      -  FIRST     CLASS II
 AB9043
 AB9043.The horizontal coordinates were scaled from a map and have
 AB9043.an estimated accuracy of +/- 6 seconds.
 AB9043
 AB9043.The orthometric height was determined by differential leveling and
 AB9043.adjusted by the NATIONAL GEODETIC SURVEY
 AB9043.in October 1997.
 AB9043
 AB9043.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9043.GEOID18 height accuracy estimate available here.
 AB9043
 AB9043.Click photographs - Photos may exist for this station.
 AB9043
 AB9043.The dynamic height is computed by dividing the NAVD 88
 AB9043.geopotential number by the normal gravity value computed on the
 AB9043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9043.degrees latitude (g = 980.6199 gals.).
 AB9043
 AB9043.The modeled gravity was interpolated from observed gravity values.
 AB9043
 AB9043;                    North         East    Units  Estimated Accuracy
 AB9043;SPC SD S     -   225,590.      601,330.      MT  (+/- 180 meters Scaled)
 AB9043
 AB9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ950131(NAD 83)
 AB9043
 AB9043                          SUPERSEDED SURVEY CONTROL
 AB9043
 AB9043.No superseded survey control is available for this station.
 AB9043
 AB9043_MARKER: I = METAL ROD
 AB9043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9043_STAMPING: Z 463 1994
 AB9043_MARK LOGO: NGS
 AB9043_PROJECTION: FLUSH
 AB9043_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB9043+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2012
 AB9043_ROD/PIPE-DEPTH: 2.8 meters
 AB9043_SLEEVE-DEPTH  : 0.9 meters
 AB9043
 AB9043  HISTORY     - Date     Condition        Report By
 AB9043  HISTORY     - 1994     MONUMENTED       NGS
 AB9043  HISTORY     - 20120308 GOOD             INDIV
 AB9043
 AB9043                          STATION DESCRIPTION
 AB9043
 AB9043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB9043'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9043'IN PIERRE, THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG GARFIELD AVENUE
 AB9043'(U.S. HIGHWAYS 14 AND 83 TRUCK ROUTE), 910.0 M (2985.6 FT) SOUTH OF
 AB9043'MILEPOST 96, 50.3 M (165.0 FT) NORTH OF THE CENTER OF THE MAIN
 AB9043'ENTRANCE GATE TO THE SOUTH DAKOTA HIGHWAY MAINTENANCE YARD, 31.5 M
 AB9043'(103.3 FT) SOUTH OF THE NORTHWEST CORNER OF THE CHAIN-LINK FENCE
 AB9043'ENCLOSING THE YARD, 17.3 M (56.8 FT) EAST OF THE HIGHWAY CENTER, 10.1
 AB9043'M (33.1 FT) SOUTH-SOUTHEAST OF A PEDESTRIAN CROSSING LIGHT, 1.3 M (4.3
 AB9043'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A
 AB9043'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB9043'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB9043'FOR A CLASS A MARK.
 AB9043
 AB9043                          STATION RECOVERY (2012)
 AB9043
 AB9043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AC5632 ***********************************************************************
 AC5632  DESIGNATION -  Z 464
 AC5632  PID         -  AC5632
 AC5632  STATE/COUNTY-  SD/CUSTER
 AC5632  COUNTRY     -  US
 AC5632  USGS QUAD   -  BERNE (2017)
 AC5632
 AC5632                         *CURRENT SURVEY CONTROL
 AC5632  ______________________________________________________________________
 AC5632* NAD 83(1986) POSITION- 43 45 28.     (N) 103 44 17.     (W)   SCALED
 AC5632* NAVD 88 ORTHO HEIGHT -  1764.315 (meters)     5788.42  (feet) ADJUSTED
 AC5632  ______________________________________________________________________
 AC5632  GEOID HEIGHT    -        -13.294 (meters)                     GEOID18
 AC5632  DYNAMIC HEIGHT  -       1763.475 (meters)     5785.67  (feet) COMP
 AC5632  MODELED GRAVITY -    980,078.4   (mgal)                       NAVD 88
 AC5632
 AC5632  VERT ORDER      -  FIRST     CLASS II
 AC5632
 AC5632.The horizontal coordinates were scaled from a map and have
 AC5632.an estimated accuracy of +/- 6 seconds.
 AC5632
 AC5632.The orthometric height was determined by differential leveling and
 AC5632.adjusted by the NATIONAL GEODETIC SURVEY
 AC5632.in October 1997.
 AC5632
 AC5632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5632.GEOID18 height accuracy estimate available here.
 AC5632
 AC5632.Click photographs - Photos may exist for this station.
 AC5632
 AC5632.The dynamic height is computed by dividing the NAVD 88
 AC5632.geopotential number by the normal gravity value computed on the
 AC5632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5632.degrees latitude (g = 980.6199 gals.).
 AC5632
 AC5632.The modeled gravity was interpolated from observed gravity values.
 AC5632
 AC5632;                    North         East    Units  Estimated Accuracy
 AC5632;SPC SD S     -   163,860.      325,910.      MT  (+/- 180 meters Scaled)
 AC5632
 AC5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFJ015457(NAD 83)
 AC5632
 AC5632                          SUPERSEDED SURVEY CONTROL
 AC5632
 AC5632.No superseded survey control is available for this station.
 AC5632
 AC5632_MARKER: DV = VERTICAL CONTROL DISK
 AC5632_SETTING: 66 = SET IN ROCK OUTCROP
 AC5632_STAMPING: Z 464 1995
 AC5632_MARK LOGO: NGS
 AC5632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5632+STABILITY: POSITION/ELEVATION WELL
 AC5632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5632+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5632
 AC5632  HISTORY     - Date     Condition        Report By
 AC5632  HISTORY     - 1995     MONUMENTED       NGS
 AC5632
 AC5632                          STATION DESCRIPTION
 AC5632
 AC5632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5632'12.7 KM (7.90 MI) WESTERLY ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE
 AC5632'IN CUSTER, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG FOREST SERVICE ROAD
 AC5632'287, NEAR THE EAST END OF A 11 BY 12-FOOT AREA OF OUTCROPPING BEDROCK
 AC5632'THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, 18.5 M (60.7
 AC5632'FT) NORTH OF THE ROAD CENTER, 8.0 M (26.2 FT) SOUTHEAST OF THE SOUTH
 AC5632'FACE OF A LARGE OUTCROP, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE ROAD,
 AC5632'AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AB9048 ***********************************************************************
 AB9048  DESIGNATION -  Z 465
 AB9048  PID         -  AB9048
 AB9048  STATE/COUNTY-  SD/STANLEY
 AB9048  COUNTRY     -  US
 AB9048  USGS QUAD   -  PRINCES RANCH (2017)
 AB9048
 AB9048                         *CURRENT SURVEY CONTROL
 AB9048  ______________________________________________________________________
 AB9048* NAD 83(1986) POSITION- 44 23 12.     (N) 100 46 39.     (W)   SCALED
 AB9048* NAVD 88 ORTHO HEIGHT -   608.459 (meters)     1996.25  (feet) ADJUSTED
 AB9048  ______________________________________________________________________
 AB9048  GEOID HEIGHT    -        -22.821 (meters)                     GEOID18
 AB9048  DYNAMIC HEIGHT  -        608.322 (meters)     1995.80  (feet) COMP
 AB9048  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 AB9048
 AB9048  VERT ORDER      -  FIRST     CLASS II
 AB9048
 AB9048.The horizontal coordinates were scaled from a map and have
 AB9048.an estimated accuracy of +/- 6 seconds.
 AB9048
 AB9048.The orthometric height was determined by differential leveling and
 AB9048.adjusted by the NATIONAL GEODETIC SURVEY
 AB9048.in October 1997.
 AB9048
 AB9048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9048.GEOID18 height accuracy estimate available here.
 AB9048
 AB9048.Click photographs - Photos may exist for this station.
 AB9048
 AB9048.The dynamic height is computed by dividing the NAVD 88
 AB9048.geopotential number by the normal gravity value computed on the
 AB9048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9048.degrees latitude (g = 980.6199 gals.).
 AB9048
 AB9048.The modeled gravity was interpolated from observed gravity values.
 AB9048
 AB9048;                    North         East    Units  Estimated Accuracy
 AB9048;SPC SD S     -   228,210.      564,610.      MT  (+/- 180 meters Scaled)
 AB9048
 AB9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ584163(NAD 83)
 AB9048
 AB9048                          SUPERSEDED SURVEY CONTROL
 AB9048
 AB9048.No superseded survey control is available for this station.
 AB9048
 AB9048_MARKER: I = METAL ROD
 AB9048_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB9048_STAMPING: Z 465 1995
 AB9048_MARK LOGO: NGS
 AB9048_PROJECTION: FLUSH
 AB9048_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9048+STABILITY: POSITION/ELEVATION WELL
 AB9048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9048+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2012
 AB9048_ROD/PIPE-DEPTH: 13.2 meters
 AB9048_SLEEVE-DEPTH  : 10.9 meters
 AB9048
 AB9048  HISTORY     - Date     Condition        Report By
 AB9048  HISTORY     - 1995     MONUMENTED       NGS
 AB9048  HISTORY     - 20120531 GOOD             INDIV
 AB9048
 AB9048                          STATION DESCRIPTION
 AB9048
 AB9048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AB9048'34.9 KM (21.70 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 AB9048'IN PIERRE, 611.0 M (2004.6 FT) EAST OF MILEPOST 207, 22.1 M (72.5 FT)
 AB9048'SOUTH OF THE HIGHWAY CENTERLINE, 2.6 M (8.5 FT) BELOW THE LEVEL OF THE
 AB9048'HIGHWAY, AND 1.7 M (5.6 FT) NORTH OF A WITNESS POST AND FENCE.
 AB9048'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB9048
 AB9048                          STATION RECOVERY (2012)
 AB9048
 AB9048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AB9048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AD8905 ***********************************************************************
 AD8905  DESIGNATION -  Z 466
 AD8905  PID         -  AD8905
 AD8905  STATE/COUNTY-  SD/CODINGTON
 AD8905  COUNTRY     -  US
 AD8905  USGS QUAD   -  WATERTOWN EAST (2017)
 AD8905
 AD8905                         *CURRENT SURVEY CONTROL
 AD8905  ______________________________________________________________________
 AD8905* NAD 83(1986) POSITION- 44 53 23.     (N) 097 00 52.     (W)   SCALED
 AD8905* NAVD 88 ORTHO HEIGHT -   558.847 (meters)     1833.48  (feet) ADJUSTED
 AD8905  ______________________________________________________________________
 AD8905  GEOID HEIGHT    -        -25.148 (meters)                     GEOID18
 AD8905  DYNAMIC HEIGHT  -        558.764 (meters)     1833.21  (feet) COMP
 AD8905  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 AD8905
 AD8905  VERT ORDER      -  FIRST     CLASS II
 AD8905
 AD8905.The horizontal coordinates were scaled from a map and have
 AD8905.an estimated accuracy of +/- 6 seconds.
 AD8905
 AD8905.The orthometric height was determined by differential leveling and
 AD8905.adjusted by the NATIONAL GEODETIC SURVEY
 AD8905.in July 1998.
 AD8905
 AD8905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8905.GEOID18 height accuracy estimate available here.
 AD8905
 AD8905.Click photographs - Photos may exist for this station.
 AD8905
 AD8905.The dynamic height is computed by dividing the NAVD 88
 AD8905.geopotential number by the normal gravity value computed on the
 AD8905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8905.degrees latitude (g = 980.6199 gals.).
 AD8905
 AD8905.The modeled gravity was interpolated from observed gravity values.
 AD8905
 AD8905;                    North         East    Units  Estimated Accuracy
 AD8905;SPC SD N     -   121,740.      835,790.      MT  (+/- 180 meters Scaled)
 AD8905
 AD8905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ567726(NAD 83)
 AD8905
 AD8905                          SUPERSEDED SURVEY CONTROL
 AD8905
 AD8905.No superseded survey control is available for this station.
 AD8905
 AD8905_MARKER: I = METAL ROD
 AD8905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8905_STAMPING: Z 466 1995
 AD8905_MARK LOGO: NGS
 AD8905_PROJECTION: FLUSH
 AD8905_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8905+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8905_ROD/PIPE-DEPTH: 9.0 meters
 AD8905_SLEEVE-DEPTH  : 0.9 meters
 AD8905
 AD8905  HISTORY     - Date     Condition        Report By
 AD8905  HISTORY     - 1995     MONUMENTED       NGS
 AD8905
 AD8905                          STATION DESCRIPTION
 AD8905
 AD8905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD8905'3.4 KM (2.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AD8905'INTERSTATE HIGHWAY 29 IN WATERTOWN, 261.0 M (856.3 FT) WEST OF
 AD8905'MILEPOST 382, 41.6 M (136.5 FT) SOUTHWEST OF THE SOUTH END OF A
 AD8905'CULVERT UNDER THE HIGHWAY, 22.9 M (75.1 FT) SOUTH OF THE HIGHWAY
 AD8905'CENTERLINE, 22.5 M (73.8 FT) EAST OF A FENCE CORNER, 2.0 M (6.6 FT)
 AD8905'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AD8905'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8905'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD8905'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5816 ***********************************************************************
 AE5816  DESIGNATION -  Z 467
 AE5816  PID         -  AE5816
 AE5816  STATE/COUNTY-  SD/SPINK
 AE5816  COUNTRY     -  US
 AE5816  USGS QUAD   -  DOLAND NW (2017)
 AE5816
 AE5816                         *CURRENT SURVEY CONTROL
 AE5816  ______________________________________________________________________
 AE5816* NAD 83(1986) POSITION- 44 53 36.     (N) 098 08 59.     (W)   SCALED
 AE5816* NAVD 88 ORTHO HEIGHT -   404.527 (meters)     1327.19  (feet) ADJUSTED
 AE5816  ______________________________________________________________________
 AE5816  GEOID HEIGHT    -        -24.422 (meters)                     GEOID18
 AE5816  DYNAMIC HEIGHT  -        404.484 (meters)     1327.04  (feet) COMP
 AE5816  MODELED GRAVITY -    980,498.6   (mgal)                       NAVD 88
 AE5816
 AE5816  VERT ORDER      -  FIRST     CLASS II
 AE5816
 AE5816.The horizontal coordinates were scaled from a map and have
 AE5816.an estimated accuracy of +/- 6 seconds.
 AE5816
 AE5816.The orthometric height was determined by differential leveling and
 AE5816.adjusted by the NATIONAL GEODETIC SURVEY
 AE5816.in July 1998.
 AE5816
 AE5816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5816.GEOID18 height accuracy estimate available here.
 AE5816
 AE5816.Click photographs - Photos may exist for this station.
 AE5816
 AE5816.The dynamic height is computed by dividing the NAVD 88
 AE5816.geopotential number by the normal gravity value computed on the
 AE5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5816.degrees latitude (g = 980.6199 gals.).
 AE5816
 AE5816.The modeled gravity was interpolated from observed gravity values.
 AE5816
 AE5816;                    North         East    Units  Estimated Accuracy
 AE5816;SPC SD N     -   119,460.      746,140.      MT  (+/- 180 meters Scaled)
 AE5816
 AE5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ671714(NAD 83)
 AE5816
 AE5816                          SUPERSEDED SURVEY CONTROL
 AE5816
 AE5816.No superseded survey control is available for this station.
 AE5816
 AE5816_MARKER: I = METAL ROD
 AE5816_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5816_STAMPING: Z 467 1995
 AE5816_MARK LOGO: NGS
 AE5816_PROJECTION: FLUSH
 AE5816_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5816+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5816_ROD/PIPE-DEPTH: 6.0 meters
 AE5816_SLEEVE-DEPTH  : 0.9 meters
 AE5816
 AE5816  HISTORY     - Date     Condition        Report By
 AE5816  HISTORY     - 1995     MONUMENTED       NGS
 AE5816
 AE5816                          STATION DESCRIPTION
 AE5816
 AE5816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AE5816'3.8 KM (2.35 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AE5816'HUMPHREY DRIVE IN DOLAND, ACROSS THE HIGHWAY FROM A SUB-STATION, 234.0
 AE5816'M (767.7 FT) EAST OF MILEPOST 325, 15.2 M (49.9 FT) SOUTH OF THE
 AE5816'HIGHWAY CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8
 AE5816'M (2.6 FT) NORTHEAST OF A FENCE CORNER, AND 0.6 M (2.0 FT) NORTH OF A
 AE5816'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE5816'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE5816'FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4092 ***********************************************************************
 AE4092  DESIGNATION -  Z 468
 AE4092  PID         -  AE4092
 AE4092  STATE/COUNTY-  SD/POTTER
 AE4092  COUNTRY     -  US
 AE4092  USGS QUAD   -  PATCH SKIN BUTTES SE (2017)
 AE4092
 AE4092                         *CURRENT SURVEY CONTROL
 AE4092  ______________________________________________________________________
 AE4092* NAD 83(1986) POSITION- 45 00 13.     (N) 100 15 23.     (W)   SCALED
 AE4092* NAVD 88 ORTHO HEIGHT -   574.518 (meters)     1884.90  (feet) ADJUSTED
 AE4092  ______________________________________________________________________
 AE4092  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 AE4092  DYNAMIC HEIGHT  -        574.436 (meters)     1884.63  (feet) COMP
 AE4092  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 AE4092
 AE4092  VERT ORDER      -  FIRST     CLASS II
 AE4092
 AE4092.The horizontal coordinates were scaled from a map and have
 AE4092.an estimated accuracy of +/- 6 seconds.
 AE4092
 AE4092.The orthometric height was determined by differential leveling and
 AE4092.adjusted by the NATIONAL GEODETIC SURVEY
 AE4092.in July 1998.
 AE4092
 AE4092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4092.GEOID18 height accuracy estimate available here.
 AE4092
 AE4092.Click photographs - Photos may exist for this station.
 AE4092
 AE4092.The dynamic height is computed by dividing the NAVD 88
 AE4092.geopotential number by the normal gravity value computed on the
 AE4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4092.degrees latitude (g = 980.6199 gals.).
 AE4092
 AE4092.The modeled gravity was interpolated from observed gravity values.
 AE4092
 AE4092;                    North         East    Units  Estimated Accuracy
 AE4092;SPC SD N     -   130,080.      579,790.      MT  (+/- 180 meters Scaled)
 AE4092
 AE4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ009841(NAD 83)
 AE4092
 AE4092                          SUPERSEDED SURVEY CONTROL
 AE4092
 AE4092.No superseded survey control is available for this station.
 AE4092
 AE4092_MARKER: I = METAL ROD
 AE4092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4092_STAMPING: Z 468 1996
 AE4092_MARK LOGO: NGS
 AE4092_PROJECTION: FLUSH
 AE4092_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4092+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AE4092_ROD/PIPE-DEPTH: 9.3 meters
 AE4092_SLEEVE-DEPTH  : 0.9 meters
 AE4092
 AE4092  HISTORY     - Date     Condition        Report By
 AE4092  HISTORY     - 1996     MONUMENTED       NGS
 AE4092  HISTORY     - 20120614 GOOD             INDIV
 AE4092
 AE4092                          STATION DESCRIPTION
 AE4092
 AE4092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4092'24.2 KM (15.05 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION
 AE4092'OF EXENE STREET IN GETTYSBURG, 672.0 M (2204.7 FT) WEST OF MILEPOST
 AE4092'211, 29.8 M (97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.7 M (25.3 FT)
 AE4092'WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW
 AE4092'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST
 AE4092'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4092'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4092'MARK.
 AE4092
 AE4092                          STATION RECOVERY (2012)
 AE4092
 AE4092'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 AE4092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4135 ***********************************************************************
 AE4135  DESIGNATION -  Z 469
 AE4135  PID         -  AE4135
 AE4135  STATE/COUNTY-  SD/FAULK
 AE4135  COUNTRY     -  US
 AE4135  USGS QUAD   -  FAULKTON WEST (2017)
 AE4135
 AE4135                         *CURRENT SURVEY CONTROL
 AE4135  ______________________________________________________________________
 AE4135* NAD 83(1986) POSITION- 45 02 32.     (N) 099 14 14.     (W)   SCALED
 AE4135* NAVD 88 ORTHO HEIGHT -   523.794 (meters)     1718.48  (feet) ADJUSTED
 AE4135  ______________________________________________________________________
 AE4135  GEOID HEIGHT    -        -23.453 (meters)                     GEOID18
 AE4135  DYNAMIC HEIGHT  -        523.722 (meters)     1718.24  (feet) COMP
 AE4135  MODELED GRAVITY -    980,462.7   (mgal)                       NAVD 88
 AE4135
 AE4135  VERT ORDER      -  FIRST     CLASS II
 AE4135
 AE4135.The horizontal coordinates were scaled from a map and have
 AE4135.an estimated accuracy of +/- 6 seconds.
 AE4135
 AE4135.The orthometric height was determined by differential leveling and
 AE4135.adjusted by the NATIONAL GEODETIC SURVEY
 AE4135.in July 1998.
 AE4135
 AE4135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4135.GEOID18 height accuracy estimate available here.
 AE4135
 AE4135.Click photographs - Photos may exist for this station.
 AE4135
 AE4135.The dynamic height is computed by dividing the NAVD 88
 AE4135.geopotential number by the normal gravity value computed on the
 AE4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4135.degrees latitude (g = 980.6199 gals.).
 AE4135
 AE4135.The modeled gravity was interpolated from observed gravity values.
 AE4135
 AE4135;                    North         East    Units  Estimated Accuracy
 AE4135;SPC SD N     -   134,620.      660,090.      MT  (+/- 180 meters Scaled)
 AE4135
 AE4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ813876(NAD 83)
 AE4135
 AE4135                          SUPERSEDED SURVEY CONTROL
 AE4135
 AE4135.No superseded survey control is available for this station.
 AE4135
 AE4135_MARKER: I = METAL ROD
 AE4135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4135_STAMPING: Z 469 1996
 AE4135_MARK LOGO: NGS
 AE4135_PROJECTION: FLUSH
 AE4135_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4135+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4135_ROD/PIPE-DEPTH: 7.5 meters
 AE4135_SLEEVE-DEPTH  : 0.9 meters
 AE4135
 AE4135  HISTORY     - Date     Condition        Report By
 AE4135  HISTORY     - 1996     MONUMENTED       NGS
 AE4135
 AE4135                          STATION DESCRIPTION
 AE4135
 AE4135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4135'9.1 KM (5.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4135'IN FAULKTON, 717.0 M (2352.4 FT) WEST OF MILEPOST 262, 14.4 M (47.2
 AE4135'FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) EAST OF THE
 AE4135'CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AE4135'THE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.
 AE4135'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4135'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0336 ***********************************************************************
 PS0336  DESIGNATION -  Z 47
 PS0336  PID         -  PS0336
 PS0336  STATE/COUNTY-  SD/HYDE
 PS0336  COUNTRY     -  US
 PS0336  USGS QUAD   -  HIGHMORE (2017)
 PS0336
 PS0336                         *CURRENT SURVEY CONTROL
 PS0336  ______________________________________________________________________
 PS0336* NAD 83(1986) POSITION- 44 30 00.     (N) 099 26 29.     (W)   SCALED
 PS0336* NAVD 88 ORTHO HEIGHT -   576.791 (meters)     1892.36  (feet) ADJUSTED
 PS0336  ______________________________________________________________________
 PS0336  GEOID HEIGHT    -        -23.907 (meters)                     GEOID18
 PS0336  DYNAMIC HEIGHT  -        576.673 (meters)     1891.97  (feet) COMP
 PS0336  MODELED GRAVITY -    980,394.4   (mgal)                       NAVD 88
 PS0336
 PS0336  VERT ORDER      -  SECOND    CLASS 0
 PS0336
 PS0336.The horizontal coordinates were scaled from a map and have
 PS0336.an estimated accuracy of +/- 6 seconds.
 PS0336
 PS0336.The orthometric height was determined by differential leveling and
 PS0336.adjusted by the NATIONAL GEODETIC SURVEY
 PS0336.in June 1991.
 PS0336
 PS0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0336.GEOID18 height accuracy estimate available here.
 PS0336
 PS0336.Click photographs - Photos may exist for this station.
 PS0336
 PS0336.The dynamic height is computed by dividing the NAVD 88
 PS0336.geopotential number by the normal gravity value computed on the
 PS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0336.degrees latitude (g = 980.6199 gals.).
 PS0336
 PS0336.The modeled gravity was interpolated from observed gravity values.
 PS0336
 PS0336;                    North         East    Units  Estimated Accuracy
 PS0336;SPC SD N     -    74,240.      644,430.      MT  (+/- 180 meters Scaled)
 PS0336
 PS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ649275(NAD 83)
 PS0336
 PS0336                          SUPERSEDED SURVEY CONTROL
 PS0336
 PS0336  NGVD 29 (??/??/92)  576.427  (m)         1891.16   (f) ADJ UNCH    2 0
 PS0336
 PS0336.Superseded values are not recommended for survey control.
 PS0336
 PS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0336.See file dsdata.pdf to determine how the superseded data were derived.
 PS0336
 PS0336_MARKER: DB = BENCH MARK DISK
 PS0336_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0336_SP_SET: CULVERT HEADWALL
 PS0336_STAMPING: Z 47 1934
 PS0336_MARK LOGO: CGS
 PS0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0336+STABILITY: SURFACE MOTION
 PS0336
 PS0336  HISTORY     - Date     Condition        Report By
 PS0336  HISTORY     - 1934     MONUMENTED       CGS
 PS0336  HISTORY     - 1940     GOOD             CGS
 PS0336
 PS0336                          STATION DESCRIPTION
 PS0336
 PS0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 PS0336'0.9 MI S FROM HIGHMORE.
 PS0336'0.9 MILE SOUTH ALONG STATE HIGHWAY 47 FROM THE CITY WATER TOWER
 PS0336'AT HIGHMORE, HYDE COUNTY, 78 FEET SOUTH OF A FARM DRIVE, AT A
 PS0336'LARGE CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 PS0336'WEST CONCRETE HEADWALL, 12.5 FEET WEST OF THE CENTERLINE OF THE
 PS0336'HIGHWAY, 5.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 3.3
 PS0336'FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PS0336'Z 47 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE5856 ***********************************************************************
 AE5856  DESIGNATION -  Z 470
 AE5856  PID         -  AE5856
 AE5856  STATE/COUNTY-  SD/HAND
 AE5856  COUNTRY     -  US
 AE5856  USGS QUAD   -  MILLER (2017)
 AE5856
 AE5856                         *CURRENT SURVEY CONTROL
 AE5856  ______________________________________________________________________
 AE5856* NAD 83(1986) POSITION- 44 37 12.     (N) 098 59 22.     (W)   SCALED
 AE5856* NAVD 88 ORTHO HEIGHT -   453.538 (meters)     1487.98  (feet) ADJUSTED
 AE5856  ______________________________________________________________________
 AE5856  GEOID HEIGHT    -        -24.379 (meters)                     GEOID18
 AE5856  DYNAMIC HEIGHT  -        453.459 (meters)     1487.72  (feet) COMP
 AE5856  MODELED GRAVITY -    980,429.6   (mgal)                       NAVD 88
 AE5856
 AE5856  VERT ORDER      -  FIRST     CLASS II
 AE5856
 AE5856.The horizontal coordinates were scaled from a map and have
 AE5856.an estimated accuracy of +/- 6 seconds.
 AE5856
 AE5856.The orthometric height was determined by differential leveling and
 AE5856.adjusted by the NATIONAL GEODETIC SURVEY
 AE5856.in July 1998.
 AE5856
 AE5856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5856.GEOID18 height accuracy estimate available here.
 AE5856
 AE5856.Click photographs - Photos may exist for this station.
 AE5856
 AE5856.The dynamic height is computed by dividing the NAVD 88
 AE5856.geopotential number by the normal gravity value computed on the
 AE5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5856.degrees latitude (g = 980.6199 gals.).
 AE5856
 AE5856.The modeled gravity was interpolated from observed gravity values.
 AE5856
 AE5856;                    North         East    Units  Estimated Accuracy
 AE5856;SPC SD N     -    87,920.      680,200.      MT  (+/- 180 meters Scaled)
 AE5856
 AE5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ008407(NAD 83)
 AE5856
 AE5856                          SUPERSEDED SURVEY CONTROL
 AE5856
 AE5856.No superseded survey control is available for this station.
 AE5856
 AE5856_MARKER: I = METAL ROD
 AE5856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5856_STAMPING: Z 470 1996
 AE5856_MARK LOGO: NGS
 AE5856_PROJECTION: FLUSH
 AE5856_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5856+STABILITY: POSITION/ELEVATION WELL
 AE5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5856+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5856_ROD/PIPE-DEPTH: 18.3 meters
 AE5856_SLEEVE-DEPTH  : 12.2 meters
 AE5856
 AE5856  HISTORY     - Date     Condition        Report By
 AE5856  HISTORY     - 1996     MONUMENTED       NGS
 AE5856
 AE5856                          STATION DESCRIPTION
 AE5856
 AE5856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE5856'11.3 KM (7.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST
 AE5856'OFFICE IN MILLER, 700.0 M (2296.6 FT) SOUTH OF MILEPOST 119, 25.2 M
 AE5856'(82.7 FT) WEST OF THE HIGHWAY CENTERLINE, 17.5 M (57.4 FT) NORTH OF
 AE5856'THE CENTER OF A PAVED ROAD, 9.6 M (31.5 FT) EAST OF AN UNDERGROUND
 AE5856'CABLE JUNCTION BOX, 1.7 M (5.6 FT) WEST OF THE WEST LEG OF A SIGN
 AE5856'(METHODIST CHURCH), 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AE5856'0.4 M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AE5856'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 AE4131 ***********************************************************************
 AE4131  DESIGNATION -  Z 471
 AE4131  PID         -  AE4131
 AE4131  STATE/COUNTY-  SD/FAULK
 AE4131  COUNTRY     -  US
 AE4131  USGS QUAD   -  BURKMERE (2017)
 AE4131
 AE4131                         *CURRENT SURVEY CONTROL
 AE4131  ______________________________________________________________________
 AE4131* NAD 83(1986) POSITION- 45 02 33.     (N) 099 19 07.     (W)   SCALED
 AE4131* NAVD 88 ORTHO HEIGHT -   533.145 (meters)     1749.16  (feet) ADJUSTED
 AE4131  ______________________________________________________________________
 AE4131  GEOID HEIGHT    -        -23.299 (meters)                     GEOID18
 AE4131  DYNAMIC HEIGHT  -        533.070 (meters)     1748.91  (feet) COMP
 AE4131  MODELED GRAVITY -    980,461.1   (mgal)                       NAVD 88
 AE4131
 AE4131  VERT ORDER      -  FIRST     CLASS II
 AE4131
 AE4131.The horizontal coordinates were scaled from a map and have
 AE4131.an estimated accuracy of +/- 6 seconds.
 AE4131
 AE4131.The orthometric height was determined by differential leveling and
 AE4131.adjusted by the NATIONAL GEODETIC SURVEY
 AE4131.in July 1998.
 AE4131
 AE4131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4131.GEOID18 height accuracy estimate available here.
 AE4131
 AE4131.Click photographs - Photos may exist for this station.
 AE4131
 AE4131.The dynamic height is computed by dividing the NAVD 88
 AE4131.geopotential number by the normal gravity value computed on the
 AE4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4131.degrees latitude (g = 980.6199 gals.).
 AE4131
 AE4131.The modeled gravity was interpolated from observed gravity values.
 AE4131
 AE4131;                    North         East    Units  Estimated Accuracy
 AE4131;SPC SD N     -   134,590.      653,680.      MT  (+/- 180 meters Scaled)
 AE4131
 AE4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ749877(NAD 83)
 AE4131
 AE4131                          SUPERSEDED SURVEY CONTROL
 AE4131
 AE4131.No superseded survey control is available for this station.
 AE4131
 AE4131_MARKER: I = METAL ROD
 AE4131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4131_STAMPING: Z 471 1996
 AE4131_MARK LOGO: NGS
 AE4131_PROJECTION: FLUSH
 AE4131_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4131+STABILITY: POSITION/ELEVATION WELL
 AE4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4131+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4131_ROD/PIPE-DEPTH: 14.9 meters
 AE4131_SLEEVE-DEPTH  : 12.0 meters
 AE4131
 AE4131  HISTORY     - Date     Condition        Report By
 AE4131  HISTORY     - 1996     MONUMENTED       NGS
 AE4131
 AE4131                          STATION DESCRIPTION
 AE4131
 AE4131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4131'15.6 KM (9.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE POST OFFICE
 AE4131'IN FAULKTON, 848.0 M (2782.1 FT) EAST OF MILEPOST 257, 21.3 M (69.9
 AE4131'FT) NORTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) WEST OF THE
 AE4131'CENTER OF A FIELD ENTRANCE ROAD, 1.1 M (3.6 FT) SOUTH OF A WITNESS
 AE4131'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE4131'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0408 ***********************************************************************
 PS0408  DESIGNATION -  Z 48
 PS0408  PID         -  PS0408
 PS0408  STATE/COUNTY-  SD/BUFFALO
 PS0408  COUNTRY     -  US
 PS0408  USGS QUAD   -  BIG BEND DAM (2017)
 PS0408
 PS0408                         *CURRENT SURVEY CONTROL
 PS0408  ______________________________________________________________________
 PS0408* NAD 83(1986) POSITION- 44 02 40.     (N) 099 24 15.     (W)   SCALED
 PS0408* NAVD 88 ORTHO HEIGHT -   415.319 (meters)     1362.59  (feet) ADJUSTED
 PS0408  ______________________________________________________________________
 PS0408  GEOID HEIGHT    -        -24.928 (meters)                     GEOID18
 PS0408  DYNAMIC HEIGHT  -        415.226 (meters)     1362.29  (feet) COMP
 PS0408  MODELED GRAVITY -    980,381.9   (mgal)                       NAVD 88
 PS0408
 PS0408  VERT ORDER      -  FIRST     CLASS II
 PS0408
 PS0408.The horizontal coordinates were scaled from a map and have
 PS0408.an estimated accuracy of +/- 6 seconds.
 PS0408
 PS0408.The orthometric height was determined by differential leveling and
 PS0408.adjusted by the NATIONAL GEODETIC SURVEY
 PS0408.in June 1991.
 PS0408
 PS0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0408.GEOID18 height accuracy estimate available here.
 PS0408
 PS0408.Click photographs - Photos may exist for this station.
 PS0408
 PS0408.The dynamic height is computed by dividing the NAVD 88
 PS0408.geopotential number by the normal gravity value computed on the
 PS0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0408.degrees latitude (g = 980.6199 gals.).
 PS0408
 PS0408.The modeled gravity was interpolated from observed gravity values.
 PS0408
 PS0408;                    North         East    Units  Estimated Accuracy
 PS0408;SPC SD S     -   190,510.      674,460.      MT  (+/- 180 meters Scaled)
 PS0408
 PS0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP676768(NAD 83)
 PS0408
 PS0408                          SUPERSEDED SURVEY CONTROL
 PS0408
 PS0408  NGVD 29 (??/??/92)  414.992  (m)         1361.52   (f) ADJ UNCH    1 2
 PS0408
 PS0408.Superseded values are not recommended for survey control.
 PS0408
 PS0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0408.See file dsdata.pdf to determine how the superseded data were derived.
 PS0408
 PS0408_MARKER: DB = BENCH MARK DISK
 PS0408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0408_SP_SET: CULVERT HEADWALL
 PS0408_STAMPING: Z 48 1934
 PS0408_MARK LOGO: CGS
 PS0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0408+STABILITY: SURFACE MOTION
 PS0408
 PS0408  HISTORY     - Date     Condition        Report By
 PS0408  HISTORY     - 1934     MONUMENTED       CGS
 PS0408  HISTORY     - 1949     GOOD             CGS
 PS0408  HISTORY     - 20130116 MARK NOT FOUND   INDIV
 PS0408
 PS0408                          STATION DESCRIPTION
 PS0408
 PS0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PS0408'1.8 MI SE FROM FORT THOMPSON.
 PS0408'0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 PS0408'FORT THOMPSON, THENCE 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY
 PS0408'NO. 47, SET IN THE CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE
 PS0408'CULVERT, 53 FEET EAST OF TELEPHONE POLE NO. 6, 17 FEET SOUTHWEST
 PS0408'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.6 FOOT BELOW HIGHWAY
 PS0408'LEVEL.
 PS0408
 PS0408                          STATION RECOVERY (2013)
 PS0408
 PS0408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JRP)
 PS0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0534 ***********************************************************************
 PS0534  DESIGNATION -  Z 49
 PS0534  PID         -  PS0534
 PS0534  STATE/COUNTY-  SD/HYDE
 PS0534  COUNTRY     -  US
 PS0534  USGS QUAD   -  HOLABIRD (2017)
 PS0534
 PS0534                         *CURRENT SURVEY CONTROL
 PS0534  ______________________________________________________________________
 PS0534* NAD 83(1986) POSITION- 44 31 24.     (N) 099 37 26.     (W)   SCALED
 PS0534* NAVD 88 ORTHO HEIGHT -   546.738 (meters)     1793.76  (feet) ADJUSTED
 PS0534  ______________________________________________________________________
 PS0534  GEOID HEIGHT    -        -23.676 (meters)                     GEOID18
 PS0534  DYNAMIC HEIGHT  -        546.628 (meters)     1793.40  (feet) COMP
 PS0534  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 PS0534
 PS0534  VERT ORDER      -  SECOND    CLASS 0
 PS0534
 PS0534.The horizontal coordinates were scaled from a map and have
 PS0534.an estimated accuracy of +/- 6 seconds.
 PS0534
 PS0534.The orthometric height was determined by differential leveling and
 PS0534.adjusted by the NATIONAL GEODETIC SURVEY
 PS0534.in June 1991.
 PS0534
 PS0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0534.GEOID18 height accuracy estimate available here.
 PS0534
 PS0534.Click photographs - Photos may exist for this station.
 PS0534
 PS0534.The dynamic height is computed by dividing the NAVD 88
 PS0534.geopotential number by the normal gravity value computed on the
 PS0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0534.degrees latitude (g = 980.6199 gals.).
 PS0534
 PS0534.The modeled gravity was interpolated from observed gravity values.
 PS0534
 PS0534;                    North         East    Units  Estimated Accuracy
 PS0534;SPC SD N     -    76,740.      629,900.      MT  (+/- 180 meters Scaled)
 PS0534
 PS0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ504301(NAD 83)
 PS0534
 PS0534                          SUPERSEDED SURVEY CONTROL
 PS0534
 PS0534  NGVD 29 (??/??/92)  546.376  (m)         1792.57   (f) ADJ UNCH    2 0
 PS0534
 PS0534.Superseded values are not recommended for survey control.
 PS0534
 PS0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0534.See file dsdata.pdf to determine how the superseded data were derived.
 PS0534
 PS0534_MARKER: DB = BENCH MARK DISK
 PS0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0534_STAMPING: Z 49 1934
 PS0534_MARK LOGO: CGS
 PS0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0534+STABILITY: SURFACE MOTION
 PS0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0534+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 PS0534
 PS0534  HISTORY     - Date     Condition        Report By
 PS0534  HISTORY     - 1934     MONUMENTED       CGS
 PS0534  HISTORY     - 1940     GOOD             CGS
 PS0534  HISTORY     - 19941129 GOOD             NGS
 PS0534
 PS0534                          STATION DESCRIPTION
 PS0534
 PS0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0534'1.2 MI W FROM HOLABIRD.
 PS0534'ABOUT 1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0534'FROM THE STATION AT HOLABIRD, HYDE COUNTY, ABOUT 8 POLES WEST
 PS0534'OF MILEPOST 434, AT A SECTION-LINE ROAD CROSSING, 88.7 FEET
 PS0534'NORTH OF THE NORTH RAIL, 35.5 FEET EAST OF THE CENTER LINE OF THE
 PS0534'ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 0.8 FOOT NORTH OF
 PS0534'A WHITE REFERENCE POST, AND ABOUT 18 INCHES LOWER THAN THE
 PS0534'ROAD.  A STANDARD DISK, STAMPED Z 49 1934 AND SET IN THE TOP OF
 PS0534'A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 PS0534
 PS0534                          STATION RECOVERY (1940)
 PS0534
 PS0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0534'RECOVERED IN GOOD CONDITION.
 PS0534
 PS0534                          STATION RECOVERY (1994)
 PS0534
 PS0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0534'14.5 KM (9.00 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE JUNCTION OF
 PS0534'STATE HIGHWAY 47 IN HIGHMORE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG
 PS0534'A GRAVELED ROAD, 27.1 M (88.9 FT) NORTH OF THE NEAR RAIL OF THE
 PS0534'DAKOTA, MINNESOTA AND EASTERN RAILROAD, 10.7 M (35.1 FT) EAST OF THE
 PS0534'ROAD CENTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 PS0534'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0509 ***********************************************************************
 OQ0509  DESIGNATION -  Z 5
 OQ0509  PID         -  OQ0509
 OQ0509  STATE/COUNTY-  SD/DAVISON
 OQ0509  COUNTRY     -  US
 OQ0509  USGS QUAD   -  RIVERSIDE (2017)
 OQ0509
 OQ0509                         *CURRENT SURVEY CONTROL
 OQ0509  ______________________________________________________________________
 OQ0509* NAD 83(1986) POSITION- 43 42 29.     (N) 097 58 36.     (W)   SCALED
 OQ0509* NAVD 88 ORTHO HEIGHT -   372.208 (meters)     1221.15  (feet) ADJUSTED
 OQ0509  ______________________________________________________________________
 OQ0509  GEOID HEIGHT    -        -26.148 (meters)                     GEOID18
 OQ0509  DYNAMIC HEIGHT  -        372.116 (meters)     1220.85  (feet) COMP
 OQ0509  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 OQ0509
 OQ0509  VERT ORDER      -  FIRST     CLASS II
 OQ0509
 OQ0509.The horizontal coordinates were scaled from a map and have
 OQ0509.an estimated accuracy of +/- 6 seconds.
 OQ0509
 OQ0509.The orthometric height was determined by differential leveling and
 OQ0509.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0509.in June 1991.
 OQ0509
 OQ0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0509.GEOID18 height accuracy estimate available here.
 OQ0509
 OQ0509.Click photographs - Photos may exist for this station.
 OQ0509
 OQ0509.The dynamic height is computed by dividing the NAVD 88
 OQ0509.geopotential number by the normal gravity value computed on the
 OQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0509.degrees latitude (g = 980.6199 gals.).
 OQ0509
 OQ0509.The modeled gravity was interpolated from observed gravity values.
 OQ0509
 OQ0509;                    North         East    Units  Estimated Accuracy
 OQ0509;SPC SD S     -   155,410.      789,900.      MT  (+/- 180 meters Scaled)
 OQ0509
 OQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP824399(NAD 83)
 OQ0509
 OQ0509                          SUPERSEDED SURVEY CONTROL
 OQ0509
 OQ0509  NGVD 29 (??/??/92)  371.918  (m)         1220.20   (f) ADJ UNCH    1 2
 OQ0509
 OQ0509.Superseded values are not recommended for survey control.
 OQ0509
 OQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0509.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0509
 OQ0509_MARKER: DB = BENCH MARK DISK
 OQ0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0509_SP_SET: PIER BRIDGE
 OQ0509_STAMPING: 1220.201 Z 5 1925
 OQ0509_MARK LOGO: CGS
 OQ0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0509
 OQ0509  HISTORY     - Date     Condition        Report By
 OQ0509  HISTORY     - 1925     MONUMENTED       CGS
 OQ0509  HISTORY     - 1935     GOOD             CGS
 OQ0509
 OQ0509                          STATION DESCRIPTION
 OQ0509
 OQ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OQ0509'2.5 MI E FROM MITCHELL.
 OQ0509'ABOUT 2.5 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 OQ0509'AND OMAHA RAILWAY FROM MITCHELL, DAVISON COUNTY, ABOUT 1/4
 OQ0509'MILE WEST OF THE JAMES RIVER BRIDGE, AT BRIDGE P 271 OVER
 OQ0509'FIRESTEEL CREEK, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 OQ0509'PIER, 3.5 FEET SOUTH OF THE NORTH EDGE, 3.8 FEET WEST OF THE
 OQ0509'EAST EDGE, ABOUT 12 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 OQ0509'AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 OQ0509'STAMPED 1220.201 Z 5 1925.  NOTE-- THE CHICAGO, ST. PAUL,
 OQ0509'MINNEAPOLIS AND OMAHA RAILWAY IS NOW SOO LINE RAILROAD.
 OQ0509
 OQ0509                          STATION RECOVERY (1935)
 OQ0509
 OQ0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 OQ0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0249 ***********************************************************************
 PS0249  DESIGNATION -  Z 50
 PS0249  PID         -  PS0249
 PS0249  STATE/COUNTY-  SD/HAND
 PS0249  COUNTRY     -  US
 PS0249  USGS QUAD   -  MILLER (2017)
 PS0249
 PS0249                         *CURRENT SURVEY CONTROL
 PS0249  ______________________________________________________________________
 PS0249* NAD 83(1986) POSITION- 44 30 52.51   (N) 098 56 00.92   (W)   HD_HELD1
 PS0249* NAVD 88 ORTHO HEIGHT -   477.780 (meters)     1567.52  (feet) ADJUSTED
 PS0249  ______________________________________________________________________
 PS0249  GEOID HEIGHT    -        -24.590 (meters)                     GEOID18
 PS0249  DYNAMIC HEIGHT  -        477.689 (meters)     1567.22  (feet) COMP
 PS0249  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 PS0249
 PS0249  VERT ORDER      -  FIRST     CLASS II
 PS0249
 PS0249.The horizontal coordinates were determined by differentially corrected
 PS0249.hand held GPS observations or other comparable positioning techniques
 PS0249.and have an estimated accuracy of +/- 3 meters.
 PS0249
 PS0249.The orthometric height was determined by differential leveling and
 PS0249.adjusted by the NATIONAL GEODETIC SURVEY
 PS0249.in October 1997.
 PS0249
 PS0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0249.GEOID18 height accuracy estimate available here.
 PS0249
 PS0249.Click photographs - Photos may exist for this station.
 PS0249
 PS0249.The dynamic height is computed by dividing the NAVD 88
 PS0249.geopotential number by the normal gravity value computed on the
 PS0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0249.degrees latitude (g = 980.6199 gals.).
 PS0249
 PS0249.The modeled gravity was interpolated from observed gravity values.
 PS0249
 PS0249;                    North         East    Units  Estimated Accuracy
 PS0249;SPC SD N     -    76,260.9     684,786.1     MT  (+/- 3 meters HH1 GPS) 
 PS0249
 PS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0527829031(NAD 83)
 PS0249
 PS0249                          SUPERSEDED SURVEY CONTROL
 PS0249
 PS0249  NAVD 88 (06/15/91)  477.792  (m)         1567.56   (f) SUPERSEDED  1 2
 PS0249  NGVD 29 (??/??/92)  477.466  (m)         1566.49   (f) ADJ UNCH    1 2
 PS0249
 PS0249.Superseded values are not recommended for survey control.
 PS0249
 PS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0249.See file dsdata.pdf to determine how the superseded data were derived.
 PS0249
 PS0249_MARKER: DB = BENCH MARK DISK
 PS0249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PS0249_SP_SET: ABUTMENT
 PS0249_STAMPING: Z 50 1934
 PS0249_MARK LOGO: CGS
 PS0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0249+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 PS0249
 PS0249  HISTORY     - Date     Condition        Report By
 PS0249  HISTORY     - 1934     MONUMENTED       CGS
 PS0249  HISTORY     - 1940     GOOD             CGS
 PS0249  HISTORY     - 19941102 GOOD             NGS
 PS0249
 PS0249                          STATION DESCRIPTION
 PS0249
 PS0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0249'AT ST LAWRENCE.
 PS0249'AT ST. LAWRENCE, HAND COUNTY, ABOUT 0.2 MILE EAST OF THE
 PS0249'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT BRIDGE 180,
 PS0249'IN THE TOP OF THE TOP STEP OF THE WEST SANDSTONE ABUTMENT, 87.9
 PS0249'FEET NORTHWEST OF BENCH MARK BRIDGE 180 (C. AND N.W. RY.),
 PS0249'DESCRIBED BELOW, 9.8 FEET NORTH OF THE NORTH RAIL, 2.3 FEET
 PS0249'NORTHEAST OF A WHITE REFERENCE POST, AND ABOUT 8 INCHES LOWER
 PS0249'THAN THE TRACK.  A STANDARD DISK, STAMPED Z 50 1934.
 PS0249
 PS0249                          STATION RECOVERY (1940)
 PS0249
 PS0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PS0249'RECOVERED IN GOOD CONDITION.
 PS0249
 PS0249                          STATION RECOVERY (1994)
 PS0249
 PS0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0249'4.2 KM (2.60 MI) EASTERLY ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PS0249'IN MILLER, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG MAPLE STREET,
 PS0249'THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE DAKOTA, MINNESOTA AND
 PS0249'EASTERN RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END
 PS0249'OF THE WEST SANDSTONE ABUTMENT OF THE RAILROAD BRIDGE SPANNING TURTLE
 PS0249'CREEK, 3.0 M (9.8 FT) NORTH OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW
 PS0249'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0098 ***********************************************************************
 PS0098  DESIGNATION -  Z 51
 PS0098  PID         -  PS0098
 PS0098  STATE/COUNTY-  SD/BEADLE
 PS0098  COUNTRY     -  US
 PS0098  USGS QUAD   -  HURON (2017)
 PS0098
 PS0098                         *CURRENT SURVEY CONTROL
 PS0098  ______________________________________________________________________
 PS0098* NAD 83(1986) POSITION- 44 21 50.     (N) 098 12 00.     (W)   SCALED
 PS0098* NAVD 88 ORTHO HEIGHT -   385.350 (meters)     1264.27  (feet) ADJUSTED
 PS0098  ______________________________________________________________________
 PS0098  GEOID HEIGHT    -        -25.036 (meters)                     GEOID18
 PS0098  DYNAMIC HEIGHT  -        385.286 (meters)     1264.06  (feet) COMP
 PS0098  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 PS0098
 PS0098  VERT ORDER      -  FIRST     CLASS II
 PS0098
 PS0098.The horizontal coordinates were scaled from a map and have
 PS0098.an estimated accuracy of +/- 6 seconds.
 PS0098
 PS0098.The orthometric height was determined by differential leveling and
 PS0098.adjusted by the NATIONAL GEODETIC SURVEY
 PS0098.in October 1997.
 PS0098
 PS0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0098.GEOID18 height accuracy estimate available here.
 PS0098
 PS0098.Click photographs - Photos may exist for this station.
 PS0098
 PS0098.The dynamic height is computed by dividing the NAVD 88
 PS0098.geopotential number by the normal gravity value computed on the
 PS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0098.degrees latitude (g = 980.6199 gals.).
 PS0098
 PS0098.The modeled gravity was interpolated from observed gravity values.
 PS0098
 PS0098;                    North         East    Units  Estimated Accuracy
 PS0098;SPC SD N     -    60,550.      743,480.      MT  (+/- 180 meters Scaled)
 PS0098
 PS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ637126(NAD 83)
 PS0098
 PS0098                          SUPERSEDED SURVEY CONTROL
 PS0098
 PS0098  NAVD 88 (06/15/91)  385.419  (m)         1264.50   (f) SUPERSEDED  1 2
 PS0098  NGVD 29 (??/??/92)  385.152  (m)         1263.62   (f) ADJ UNCH    1 2
 PS0098
 PS0098.Superseded values are not recommended for survey control.
 PS0098
 PS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0098.See file dsdata.pdf to determine how the superseded data were derived.
 PS0098
 PS0098_MARKER: DB = BENCH MARK DISK
 PS0098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PS0098_SP_SET: ABUTMENT
 PS0098_STAMPING: Z 51 1934
 PS0098_MARK LOGO: CGS
 PS0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0098+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1994
 PS0098
 PS0098  HISTORY     - Date     Condition        Report By
 PS0098  HISTORY     - 1934     MONUMENTED       CGS
 PS0098  HISTORY     - 1957     GOOD             CGS
 PS0098  HISTORY     - 19941017 GOOD             NGS
 PS0098
 PS0098                          STATION DESCRIPTION
 PS0098
 PS0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0098'AT HURON.
 PS0098'AT THE EAST EDGE OF HURON, BEADLE COUNTY, ON THE CHICAGO AND
 PS0098'NORTH WESTERN RAILWAY, AT THE BRIDGE OVER JAMES RIVER AND U.S.
 PS0098'HIGHWAY 14, IN THE TOP OF THE TOP STEP OF THE WEST SANDSTONE
 PS0098'ABUTMENT, 8 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 PS0098'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 51 1934.
 PS0098
 PS0098                          STATION RECOVERY (1957)
 PS0098
 PS0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PS0098'RECOVERED IN GOOD CONDITION.
 PS0098
 PS0098                          STATION RECOVERY (1994)
 PS0098
 PS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PS0098'IN HURON, AT THE INTERSECTION OF THE DAKOTA, MINNESOTA AND EASTERN
 PS0098'RAILROAD AND JERSEY AVENUE, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF THE
 PS0098'NORTH END OF THE TOP TERRACE OF THE WEST STONE ABUTMENT OF THE
 PS0098'RAILROAD BRIDGE SPANNING THE AVENUE AND THE JAMES RIVER, 12.6 M (41.3
 PS0098'FT) WEST OF THE AVENUE CENTER, 2.4 M (7.9 FT) NORTH OF THE NEAR RAIL,
 PS0098'AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0525 ***********************************************************************
 PR0525  DESIGNATION -  Z 52
 PR0525  PID         -  PR0525
 PR0525  STATE/COUNTY-  SD/KINGSBURY
 PR0525  COUNTRY     -  US
 PR0525  USGS QUAD   -  LAKE PRESTON WEST (2017)
 PR0525
 PR0525                         *CURRENT SURVEY CONTROL
 PR0525  ______________________________________________________________________
 PR0525* NAD 83(1986) POSITION- 44 22 00.     (N) 097 23 27.     (W)   SCALED
 PR0525* NAVD 88 ORTHO HEIGHT -   527.165 (meters)     1729.54  (feet) ADJUSTED
 PR0525  ______________________________________________________________________
 PR0525  GEOID HEIGHT    -        -25.148 (meters)                     GEOID18
 PR0525  DYNAMIC HEIGHT  -        527.063 (meters)     1729.21  (feet) COMP
 PR0525  MODELED GRAVITY -    980,408.4   (mgal)                       NAVD 88
 PR0525
 PR0525  VERT ORDER      -  SECOND    CLASS 0
 PR0525
 PR0525.The horizontal coordinates were scaled from a map and have
 PR0525.an estimated accuracy of +/- 6 seconds.
 PR0525
 PR0525.The orthometric height was determined by differential leveling and
 PR0525.adjusted by the NATIONAL GEODETIC SURVEY
 PR0525.in June 1991.
 PR0525
 PR0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0525.GEOID18 height accuracy estimate available here.
 PR0525
 PR0525.Click photographs - Photos may exist for this station.
 PR0525
 PR0525.The dynamic height is computed by dividing the NAVD 88
 PR0525.geopotential number by the normal gravity value computed on the
 PR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0525.degrees latitude (g = 980.6199 gals.).
 PR0525
 PR0525.The modeled gravity was interpolated from observed gravity values.
 PR0525
 PR0525;                    North         East    Units  Estimated Accuracy
 PR0525;SPC SD N     -    62,620.      807,940.      MT  (+/- 180 meters Scaled)
 PR0525
 PR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ282138(NAD 83)
 PR0525
 PR0525                          SUPERSEDED SURVEY CONTROL
 PR0525
 PR0525  NGVD 29 (??/??/92)  526.875  (m)         1728.59   (f) ADJ UNCH    2 0
 PR0525
 PR0525.Superseded values are not recommended for survey control.
 PR0525
 PR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0525.See file dsdata.pdf to determine how the superseded data were derived.
 PR0525
 PR0525_MARKER: DB = BENCH MARK DISK
 PR0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0525_STAMPING: Z 52 1934
 PR0525_MARK LOGO: CGS
 PR0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0525+STABILITY: SURFACE MOTION
 PR0525
 PR0525  HISTORY     - Date     Condition        Report By
 PR0525  HISTORY     - 1934     MONUMENTED       CGS
 PR0525  HISTORY     - 19940922 MARK NOT FOUND   NGS
 PR0525
 PR0525                          STATION DESCRIPTION
 PR0525
 PR0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0525'0.8 MI W FROM LAKE PRESTON.
 PR0525'0.8 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0525'THE TEMPLE BLOCK AT LAKE PRESTON, KINGSBURY COUNTY, ABOUT 12
 PR0525'POLES EAST OF MILEPOST 322, AT A ROAD CROSSING, 48 FEET WEST
 PR0525'OF THE CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE CENTER
 PR0525'LINE OF THE TRACK, 12 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER,
 PR0525'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 52
 PR0525'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0525
 PR0525                          STATION RECOVERY (1994)
 PR0525
 PR0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0525'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0366 ***********************************************************************
 OQ0366  DESIGNATION -  Z 53
 OQ0366  PID         -  OQ0366
 OQ0366  STATE/COUNTY-  SD/LAKE
 OQ0366  COUNTRY     -  US
 OQ0366  USGS QUAD   -  WINFRED (2017)
 OQ0366
 OQ0366                         *CURRENT SURVEY CONTROL
 OQ0366  ______________________________________________________________________
 OQ0366* NAD 83(1986) POSITION- 43 59 51.     (N) 097 19 43.     (W)   SCALED
 OQ0366* NAVD 88 ORTHO HEIGHT -   510.047 (meters)     1673.38  (feet) ADJUSTED
 OQ0366  ______________________________________________________________________
 OQ0366  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 OQ0366  DYNAMIC HEIGHT  -        509.929 (meters)     1672.99  (feet) COMP
 OQ0366  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 OQ0366
 OQ0366  VERT ORDER      -  SECOND    CLASS 0
 OQ0366
 OQ0366.The horizontal coordinates were scaled from a map and have
 OQ0366.an estimated accuracy of +/- 6 seconds.
 OQ0366
 OQ0366.The orthometric height was determined by differential leveling and
 OQ0366.adjusted by the NATIONAL GEODETIC SURVEY
 OQ0366.in June 1991.
 OQ0366
 OQ0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0366.GEOID18 height accuracy estimate available here.
 OQ0366
 OQ0366.Click photographs - Photos may exist for this station.
 OQ0366
 OQ0366.The dynamic height is computed by dividing the NAVD 88
 OQ0366.geopotential number by the normal gravity value computed on the
 OQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0366.degrees latitude (g = 980.6199 gals.).
 OQ0366
 OQ0366.The modeled gravity was interpolated from observed gravity values.
 OQ0366
 OQ0366;                    North         East    Units  Estimated Accuracy
 OQ0366;SPC SD S     -   189,240.      840,940.      MT  (+/- 180 meters Scaled)
 OQ0366
 OQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP340729(NAD 83)
 OQ0366
 OQ0366                          SUPERSEDED SURVEY CONTROL
 OQ0366
 OQ0366  NGVD 29 (??/??/92)  509.750  (m)         1672.40   (f) ADJ UNCH    2 0
 OQ0366
 OQ0366.Superseded values are not recommended for survey control.
 OQ0366
 OQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0366.See file dsdata.pdf to determine how the superseded data were derived.
 OQ0366
 OQ0366_MARKER: DB = BENCH MARK DISK
 OQ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0366_STAMPING: Z 53 1934
 OQ0366_MARK LOGO: CGS
 OQ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0366+STABILITY: SURFACE MOTION
 OQ0366
 OQ0366  HISTORY     - Date     Condition        Report By
 OQ0366  HISTORY     - 1934     MONUMENTED       CGS
 OQ0366
 OQ0366                          STATION DESCRIPTION
 OQ0366
 OQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0366'1.7 MI E FROM WINFRED.
 OQ0366'ABOUT 1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0366'AND PACIFIC RAILROAD FROM THE STATION AT WINFRED, LAKE COUNTY,
 OQ0366'AT MILEPOST 345, AT A ROAD CROSSING, ABOUT 50 FEET WEST OF THE
 OQ0366'CENTER LINE OF THE ROAD, 90 FEET NORTH OF THE CENTER LINE
 OQ0366'OF THE TRACK, 12 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER,
 OQ0366'AND ABOUT 2 FEET LOWER THAN THE TRACK LEVEL.  A STANDARD DISK,
 OQ0366'STAMPED Z 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OQ0367 ***********************************************************************
 OQ0367  DESIGNATION -  Z 53 RESET
 OQ0367  PID         -  OQ0367
 OQ0367  STATE/COUNTY-  SD/LAKE
 OQ0367  COUNTRY     -  US
 OQ0367  USGS QUAD   -  WINFRED (2017)
 OQ0367
 OQ0367                         *CURRENT SURVEY CONTROL
 OQ0367  ______________________________________________________________________
 OQ0367* NAD 83(1986) POSITION- 43 59 51.     (N) 097 19 45.     (W)   SCALED
 OQ0367* NAVD 88 ORTHO HEIGHT -   508.42  (meters)     1668.0   (feet) RESET
 OQ0367  ______________________________________________________________________
 OQ0367  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 OQ0367  VERT ORDER      -  THIRD
 OQ0367
 OQ0367.The horizontal coordinates were scaled from a map and have
 OQ0367.an estimated accuracy of +/- 6 seconds.
 OQ0367
 OQ0367.The orthometric height was computed from unverified reset data.
 OQ0367
 OQ0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 OQ0367.GEOID18 height accuracy estimate available here.
 OQ0367
 OQ0367.Click photographs - Photos may exist for this station.
 OQ0367
 OQ0367;                    North         East    Units  Estimated Accuracy
 OQ0367;SPC SD S     -   189,230.      840,890.      MT  (+/- 180 meters Scaled)
 OQ0367
 OQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP339729(NAD 83)
 OQ0367
 OQ0367                          SUPERSEDED SURVEY CONTROL
 OQ0367
 OQ0367.No superseded survey control is available for this station.
 OQ0367
 OQ0367_MARKER: DB = BENCH MARK DISK
 OQ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0367_STAMPING: Z 53 RESET 1970
 OQ0367_MARK LOGO: CGS
 OQ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0367+STABILITY: SURFACE MOTION
 OQ0367
 OQ0367  HISTORY     - Date     Condition        Report By
 OQ0367  HISTORY     - 1970     MONUMENTED       SDHD
 OQ0367
 OQ0367                          STATION DESCRIPTION
 OQ0367
 OQ0367'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1970
 OQ0367'1.7 MI E FROM WINFRED.
 OQ0367'ABOUT 1.7 MILES EAST ALONG THE CHICAGO MILWAUKEE, ST. PAUL AND
 OQ0367'PACIFIC RAILROAD FROM THE STATION AT WINFRED, AT MILEPOST 345,
 OQ0367'AT A ROAD CROSSING, ABOUT 49 FEET WEST OF THE CENTER LINE
 OQ0367'OF THE ROAD, 1 FOOT EAST OF THE RIGHT OF WAY FENCE.  A STANDARD
 OQ0367'DISK SET IN THE TOP OF A CONCRETE POST STAMPED Z 53 RESET 1970,
 OQ0367'SET 1 FOOT ABOVE THE TRACK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0188 ***********************************************************************
 PR0188  DESIGNATION -  Z 54
 PR0188  PID         -  PR0188
 PR0188  STATE/COUNTY-  SD/BROOKINGS
 PR0188  COUNTRY     -  US
 PR0188  USGS QUAD   -  WHITE SE (2017)
 PR0188
 PR0188                         *CURRENT SURVEY CONTROL
 PR0188  ______________________________________________________________________
 PR0188* NAD 83(1986) POSITION- 44 17 47.     (N) 096 35 41.     (W)   SCALED
 PR0188* NAVD 88 ORTHO HEIGHT -   502.419 (meters)     1648.35  (feet) ADJUSTED
 PR0188  ______________________________________________________________________
 PR0188  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 PR0188  DYNAMIC HEIGHT  -        502.320 (meters)     1648.03  (feet) COMP
 PR0188  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 PR0188
 PR0188  VERT ORDER      -  SECOND    CLASS 0
 PR0188
 PR0188.The horizontal coordinates were scaled from a map and have
 PR0188.an estimated accuracy of +/- 6 seconds.
 PR0188
 PR0188.The orthometric height was determined by differential leveling and
 PR0188.adjusted by the NATIONAL GEODETIC SURVEY
 PR0188.in June 1991.
 PR0188
 PR0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0188.GEOID18 height accuracy estimate available here.
 PR0188
 PR0188.Click photographs - Photos may exist for this station.
 PR0188
 PR0188.The dynamic height is computed by dividing the NAVD 88
 PR0188.geopotential number by the normal gravity value computed on the
 PR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0188.degrees latitude (g = 980.6199 gals.).
 PR0188
 PR0188.The modeled gravity was interpolated from observed gravity values.
 PR0188
 PR0188;                    North         East    Units  Estimated Accuracy
 PR0188;SPC SD N     -    57,170.      871,690.      MT  (+/- 180 meters Scaled)
 PR0188
 PR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ918076(NAD 83)
 PR0188
 PR0188                          SUPERSEDED SURVEY CONTROL
 PR0188
 PR0188  NGVD 29 (??/??/92)  502.174  (m)         1647.55   (f) ADJ UNCH    2 0
 PR0188
 PR0188.Superseded values are not recommended for survey control.
 PR0188
 PR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0188.See file dsdata.pdf to determine how the superseded data were derived.
 PR0188
 PR0188_MARKER: DB = BENCH MARK DISK
 PR0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0188_STAMPING: Z 54 1934
 PR0188_MARK LOGO: CGS
 PR0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0188+STABILITY: SURFACE MOTION
 PR0188
 PR0188  HISTORY     - Date     Condition        Report By
 PR0188  HISTORY     - 1934     MONUMENTED       CGS
 PR0188
 PR0188                          STATION DESCRIPTION
 PR0188
 PR0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0188'1.6 MI NW FROM MC KAIN.
 PR0188'1.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 PR0188'RAILWAY FROM MC KAIN, BROOKINGS COUNTY, ABOUT 20 POLES NORTHWEST
 PR0188'OF MILEPOST 340, ABOUT 150 FEET SOUTHEAST OF A GRADE CROSSING,
 PR0188'40 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.5
 PR0188'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 54 1934
 PR0188'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0306 ***********************************************************************
 PR0306  DESIGNATION -  Z 55
 PR0306  PID         -  PR0306
 PR0306  STATE/COUNTY-  SD/DEUEL
 PR0306  COUNTRY     -  US
 PR0306  USGS QUAD   -  CLEAR LAKE NORTH (2017)
 PR0306
 PR0306                         *CURRENT SURVEY CONTROL
 PR0306  ______________________________________________________________________
 PR0306* NAD 83(1986) POSITION- 44 45 28.     (N) 096 40 50.     (W)   SCALED
 PR0306* NAVD 88 ORTHO HEIGHT -   548.841 (meters)     1800.66  (feet) ADJUSTED
 PR0306  ______________________________________________________________________
 PR0306  GEOID HEIGHT    -        -25.258 (meters)                     GEOID18
 PR0306  DYNAMIC HEIGHT  -        548.757 (meters)     1800.38  (feet) COMP
 PR0306  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 PR0306
 PR0306  VERT ORDER      -  SECOND    CLASS 0
 PR0306
 PR0306.The horizontal coordinates were scaled from a map and have
 PR0306.an estimated accuracy of +/- 6 seconds.
 PR0306
 PR0306.The orthometric height was determined by differential leveling and
 PR0306.adjusted by the NATIONAL GEODETIC SURVEY
 PR0306.in June 1991.
 PR0306
 PR0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0306.GEOID18 height accuracy estimate available here.
 PR0306
 PR0306.Click photographs - Photos may exist for this station.
 PR0306
 PR0306.The dynamic height is computed by dividing the NAVD 88
 PR0306.geopotential number by the normal gravity value computed on the
 PR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0306.degrees latitude (g = 980.6199 gals.).
 PR0306
 PR0306.The modeled gravity was interpolated from observed gravity values.
 PR0306
 PR0306;                    North         East    Units  Estimated Accuracy
 PR0306;SPC SD N     -   108,110.      862,740.      MT  (+/- 180 meters Scaled)
 PR0306
 PR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ835586(NAD 83)
 PR0306
 PR0306                          SUPERSEDED SURVEY CONTROL
 PR0306
 PR0306  NGVD 29 (??/??/92)  548.585  (m)         1799.82   (f) ADJ UNCH    2 0
 PR0306
 PR0306.Superseded values are not recommended for survey control.
 PR0306
 PR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0306.See file dsdata.pdf to determine how the superseded data were derived.
 PR0306
 PR0306_MARKER: DB = BENCH MARK DISK
 PR0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0306_STAMPING: Z 55 1934
 PR0306_MARK LOGO: CGS
 PR0306_PROJECTION: FLUSH
 PR0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0306+STABILITY: SURFACE MOTION
 PR0306
 PR0306  HISTORY     - Date     Condition        Report By
 PR0306  HISTORY     - 1934     MONUMENTED       CGS
 PR0306  HISTORY     - 1973     GOOD             USGS
 PR0306
 PR0306                          STATION DESCRIPTION
 PR0306
 PR0306'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 PR0306'AT CLEAR LAKE.
 PR0306'AT CLEAR LAKE, AT THE SEXAURE GRAIN ELEVATOR, 47 FEET SE OF THE
 PR0306'SE CORNER OF THE ELEVATOR, 4 FOOT NORTH, 12 FEET WEST OF SW
 PR0306'CORNER OF A WAREHOUSE, IN A CONCRETE POST ABOUT FLUSH WITH THE
 PR0306'GROUND A STD DISK STAMPED Z 55 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0637 ***********************************************************************
 PR0637  DESIGNATION -  Z 56
 PR0637  PID         -  PR0637
 PR0637  STATE/COUNTY-  SD/CLARK
 PR0637  COUNTRY     -  US
 PR0637  USGS QUAD   -  NAPLES (2017)
 PR0637
 PR0637                         *CURRENT SURVEY CONTROL
 PR0637  ______________________________________________________________________
 PR0637* NAD 83(1986) POSITION- 44 49 53.     (N) 097 32 24.     (W)   SCALED
 PR0637* NAVD 88 ORTHO HEIGHT -   548.924 (meters)     1800.93  (feet) ADJUSTED
 PR0637  ______________________________________________________________________
 PR0637  GEOID HEIGHT    -        -24.747 (meters)                     GEOID18
 PR0637  DYNAMIC HEIGHT  -        548.840 (meters)     1800.65  (feet) COMP
 PR0637  MODELED GRAVITY -    980,447.7   (mgal)                       NAVD 88
 PR0637
 PR0637  VERT ORDER      -  SECOND    CLASS 0
 PR0637
 PR0637.The horizontal coordinates were scaled from a map and have
 PR0637.an estimated accuracy of +/- 6 seconds.
 PR0637
 PR0637.The orthometric height was determined by differential leveling and
 PR0637.adjusted by the NATIONAL GEODETIC SURVEY
 PR0637.in June 1991.
 PR0637
 PR0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0637.GEOID18 height accuracy estimate available here.
 PR0637
 PR0637.Click photographs - Photos may exist for this station.
 PR0637
 PR0637.The dynamic height is computed by dividing the NAVD 88
 PR0637.geopotential number by the normal gravity value computed on the
 PR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0637.degrees latitude (g = 980.6199 gals.).
 PR0637
 PR0637.The modeled gravity was interpolated from observed gravity values.
 PR0637
 PR0637;                    North         East    Units  Estimated Accuracy
 PR0637;SPC SD N     -   113,860.      794,490.      MT  (+/- 180 meters Scaled)
 PR0637
 PR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ154652(NAD 83)
 PR0637
 PR0637                          SUPERSEDED SURVEY CONTROL
 PR0637
 PR0637  NGVD 29 (??/??/92)  548.623  (m)         1799.94   (f) ADJ UNCH    2 0
 PR0637
 PR0637.Superseded values are not recommended for survey control.
 PR0637
 PR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0637.See file dsdata.pdf to determine how the superseded data were derived.
 PR0637
 PR0637_MARKER: DB = BENCH MARK DISK
 PR0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0637_STAMPING: Z 56 1934
 PR0637_MARK LOGO: CGS
 PR0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0637+STABILITY: SURFACE MOTION
 PR0637
 PR0637  HISTORY     - Date     Condition        Report By
 PR0637  HISTORY     - 1934     MONUMENTED       CGS
 PR0637  HISTORY     - 1973     MARK NOT FOUND   USGS
 PR0637
 PR0637                          STATION DESCRIPTION
 PR0637
 PR0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0637'4.5 MI S FROM ELROD.
 PR0637'4.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PR0637'PACIFIC RAILROAD FROM THE STATION AT ELROD, CLARK COUNTY, AT
 PR0637'MILEPOST 65, ABOUT 750 FEET SOUTH OF A ROAD CROSSING, 20 FEET
 PR0637'SOUTHWEST OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 PR0637'A STANDARD DISK, STAMPED Z 56 1934 AND SET IN THE TOP OF A
 PR0637'CONCRETE POST.
 PR0637
 PR0637                          STATION RECOVERY (1973)
 PR0637
 PR0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PR0637'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0277 ***********************************************************************
 QQ0277  DESIGNATION -  Z 57
 QQ0277  PID         -  QQ0277
 QQ0277  STATE/COUNTY-  SD/DAY
 QQ0277  COUNTRY     -  US
 QQ0277  USGS QUAD   -  BRISTOL EAST (2017)
 QQ0277
 QQ0277                         *CURRENT SURVEY CONTROL
 QQ0277  ______________________________________________________________________
 QQ0277* NAD 83(1986) POSITION- 45 20 51.     (N) 097 44 49.     (W)   SCALED
 QQ0277* NAVD 88 ORTHO HEIGHT -   542.862 (meters)     1781.04  (feet) ADJUSTED
 QQ0277  ______________________________________________________________________
 QQ0277  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 QQ0277  DYNAMIC HEIGHT  -        542.800 (meters)     1780.84  (feet) COMP
 QQ0277  MODELED GRAVITY -    980,484.7   (mgal)                       NAVD 88
 QQ0277
 QQ0277  VERT ORDER      -  SECOND    CLASS 0
 QQ0277
 QQ0277.The horizontal coordinates were scaled from a map and have
 QQ0277.an estimated accuracy of +/- 6 seconds.
 QQ0277
 QQ0277.The orthometric height was determined by differential leveling and
 QQ0277.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0277.in June 1991.
 QQ0277
 QQ0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0277.GEOID18 height accuracy estimate available here.
 QQ0277
 QQ0277.Click photographs - Photos may exist for this station.
 QQ0277
 QQ0277.The dynamic height is computed by dividing the NAVD 88
 QQ0277.geopotential number by the normal gravity value computed on the
 QQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0277.degrees latitude (g = 980.6199 gals.).
 QQ0277
 QQ0277.The modeled gravity was interpolated from observed gravity values.
 QQ0277
 QQ0277;                    North         East    Units  Estimated Accuracy
 QQ0277;SPC SD N     -   170,720.      776,540.      MT  (+/- 180 meters Scaled)
 QQ0277
 QQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR981223(NAD 83)
 QQ0277
 QQ0277                          SUPERSEDED SURVEY CONTROL
 QQ0277
 QQ0277  NGVD 29 (??/??/92)  542.568  (m)         1780.08   (f) ADJ UNCH    2 0
 QQ0277
 QQ0277.Superseded values are not recommended for survey control.
 QQ0277
 QQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0277.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0277
 QQ0277_MARKER: DB = BENCH MARK DISK
 QQ0277_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QQ0277+WITH SETTING: PAVEMENT
 QQ0277_SP_SET: SIGNAL BASE
 QQ0277_STAMPING: Z 57 1934
 QQ0277_MARK LOGO: CGS
 QQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0277+STABILITY: SURFACE MOTION
 QQ0277
 QQ0277  HISTORY     - Date     Condition        Report By
 QQ0277  HISTORY     - 1934     MONUMENTED       CGS
 QQ0277  HISTORY     - 1973     MARK NOT FOUND   USGS
 QQ0277  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0277
 QQ0277                          STATION DESCRIPTION
 QQ0277
 QQ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0277'AT BRISTOL.
 QQ0277'AT BRISTOL, DAY COUNTY, IN THE YARDS OF THE CHICAGO, MILWAUKEE,
 QQ0277'ST. PAUL AND PACIFIC RAILROAD, ABOUT 350 FEET EAST OF THE
 QQ0277'STATION, ABOUT 70 FEET EAST OF AN OVERPASS, 45 FEET NORTH OF THE
 QQ0277'MAIN TRACK, IN THE TOP OF THE CONCRETE BASE OF A BLOCK SIGNAL
 QQ0277'LEAD-IN POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 QQ0277'STAMPED Z 57 1934.  NOTE-- BLOCK SIGNAL LEAD-IN POST IS GONE.
 QQ0277
 QQ0277                          STATION RECOVERY (1973)
 QQ0277
 QQ0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QQ0277'MARK NOT FOUND.
 QQ0277
 QQ0277                          STATION RECOVERY (1997)
 QQ0277
 QQ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0277'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0019 ***********************************************************************
 PS0019  DESIGNATION -  Z 58
 PS0019  PID         -  PS0019
 PS0019  STATE/COUNTY-  SD/SPINK
 PS0019  COUNTRY     -  US
 PS0019  USGS QUAD   -  FRANKFORT (2017)
 PS0019
 PS0019                         *CURRENT SURVEY CONTROL
 PS0019  ______________________________________________________________________
 PS0019* NAD 83(1986) POSITION- 44 52 45.32   (N) 098 15 19.59   (W)   HD_HELD1
 PS0019* NAVD 88 ORTHO HEIGHT -   395.046 (meters)     1296.08  (feet) ADJUSTED
 PS0019  ______________________________________________________________________
 PS0019  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 PS0019  DYNAMIC HEIGHT  -        395.005 (meters)     1295.95  (feet) COMP
 PS0019  MODELED GRAVITY -    980,501.1   (mgal)                       NAVD 88
 PS0019
 PS0019  VERT ORDER      -  SECOND    CLASS 0
 PS0019
 PS0019.The horizontal coordinates were determined by differentially corrected
 PS0019.hand held GPS observations or other comparable positioning techniques
 PS0019.and have an estimated accuracy of +/- 3 meters.
 PS0019
 PS0019.The orthometric height was determined by differential leveling and
 PS0019.adjusted by the NATIONAL GEODETIC SURVEY
 PS0019.in June 1991.
 PS0019
 PS0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0019.GEOID18 height accuracy estimate available here.
 PS0019
 PS0019.Click photographs - Photos may exist for this station.
 PS0019
 PS0019.The dynamic height is computed by dividing the NAVD 88
 PS0019.geopotential number by the normal gravity value computed on the
 PS0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0019.degrees latitude (g = 980.6199 gals.).
 PS0019
 PS0019.The modeled gravity was interpolated from observed gravity values.
 PS0019
 PS0019;                    North         East    Units  Estimated Accuracy
 PS0019;SPC SD N     -   117,710.1     737,823.1     MT  (+/- 3 meters HH1 GPS) 
 PS0019
 PS0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ5880569806(NAD 83)
 PS0019
 PS0019                          SUPERSEDED SURVEY CONTROL
 PS0019
 PS0019  NGVD 29 (??/??/92)  394.767  (m)         1295.16   (f) ADJ UNCH    2 0
 PS0019
 PS0019.Superseded values are not recommended for survey control.
 PS0019
 PS0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0019.See file dsdata.pdf to determine how the superseded data were derived.
 PS0019
 PS0019_MARKER: DB = BENCH MARK DISK
 PS0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0019_STAMPING: Z 58 1934
 PS0019_MARK LOGO: CGS
 PS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0019+STABILITY: SURFACE MOTION
 PS0019
 PS0019  HISTORY     - Date     Condition        Report By
 PS0019  HISTORY     - 1934     MONUMENTED       CGS
 PS0019  HISTORY     - 19950913 MARK NOT FOUND   NGS
 PS0019
 PS0019                          STATION DESCRIPTION
 PS0019
 PS0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0019'2.2 MI E FROM FRANKFORT.
 PS0019'ABOUT 2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PS0019'FROM FRANKFORT, SPINK COUNTY, AT MILEPOST 377, AND 42 FEET NORTH
 PS0019'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 58
 PS0019'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PS0019
 PS0019                          STATION RECOVERY (1995)
 PS0019
 PS0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0019'THE RAILROAD TRACK HAS BEEN REMOVED AND THE AREA IS NOW A CULTIVATED
 PS0019'FIELD.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0078 ***********************************************************************
 QR0078  DESIGNATION -  Z 59
 QR0078  PID         -  QR0078
 QR0078  STATE/COUNTY-  SD/SPINK
 QR0078  COUNTRY     -  US
 QR0078  USGS QUAD   -  MELLETTE (2017)
 QR0078
 QR0078                         *CURRENT SURVEY CONTROL
 QR0078  ______________________________________________________________________
 QR0078* NAD 83(1986) POSITION- 45 11 19.78   (N) 098 29 43.86   (W)   HD_HELD1
 QR0078* NAVD 88 ORTHO HEIGHT -   395.381 (meters)     1297.18  (feet) ADJUSTED
 QR0078  ______________________________________________________________________
 QR0078  GEOID HEIGHT    -        -24.363 (meters)                     GEOID18
 QR0078  DYNAMIC HEIGHT  -        395.345 (meters)     1297.06  (feet) COMP
 QR0078  MODELED GRAVITY -    980,515.7   (mgal)                       NAVD 88
 QR0078
 QR0078  VERT ORDER      -  SECOND    CLASS 0
 QR0078
 QR0078.The horizontal coordinates were determined by differentially corrected
 QR0078.hand held GPS observations or other comparable positioning techniques
 QR0078.and have an estimated accuracy of +/- 3 meters.
 QR0078
 QR0078.The orthometric height was determined by differential leveling and
 QR0078.adjusted by the NATIONAL GEODETIC SURVEY
 QR0078.in June 1991.
 QR0078
 QR0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0078.GEOID18 height accuracy estimate available here.
 QR0078
 QR0078.Click photographs - Photos may exist for this station.
 QR0078
 QR0078.The dynamic height is computed by dividing the NAVD 88
 QR0078.geopotential number by the normal gravity value computed on the
 QR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0078.degrees latitude (g = 980.6199 gals.).
 QR0078
 QR0078.The modeled gravity was interpolated from observed gravity values.
 QR0078
 QR0078;                    North         East    Units  Estimated Accuracy
 QR0078;SPC SD N     -   151,725.0     718,219.8     MT  (+/- 3 meters HH1 GPS) 
 QR0078
 QR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3963004050(NAD 83)
 QR0078
 QR0078                          SUPERSEDED SURVEY CONTROL
 QR0078
 QR0078  NGVD 29 (??/??/92)  395.094  (m)         1296.24   (f) ADJ UNCH    2 0
 QR0078
 QR0078.Superseded values are not recommended for survey control.
 QR0078
 QR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0078.See file dsdata.pdf to determine how the superseded data were derived.
 QR0078
 QR0078_MARKER: DB = BENCH MARK DISK
 QR0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0078_STAMPING: Z 59 1934
 QR0078_MARK LOGO: CGS
 QR0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0078+STABILITY: SURFACE MOTION
 QR0078
 QR0078  HISTORY     - Date     Condition        Report By
 QR0078  HISTORY     - 1934     MONUMENTED       CGS
 QR0078
 QR0078                          STATION DESCRIPTION
 QR0078
 QR0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0078'2.2 MI N FROM MELLETTE.
 QR0078'2.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QR0078'PACIFIC RAILWAY FROM MELLETTE, SPINK COUNTY, ABOUT 9 POLES
 QR0078'NORTH OF MILEPOST 109, 40 FEET WEST OF THE CENTER LINE
 QR0078'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QR0078'DISK, STAMPED Z 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0018 ***********************************************************************
 OR0018  DESIGNATION -  Z 6
 OR0018  PID         -  OR0018
 OR0018  STATE/COUNTY-  SD/DAVISON
 OR0018  COUNTRY     -  US
 OR0018  USGS QUAD   -  MOUNT VERNON (2017)
 OR0018
 OR0018                         *CURRENT SURVEY CONTROL
 OR0018  ______________________________________________________________________
 OR0018* NAD 83(1986) POSITION- 43 42 37.8    (N) 098 15 37.7    (W)   HD_HELD2
 OR0018* NAVD 88 ORTHO HEIGHT -   430.393 (meters)     1412.05  (feet) ADJUSTED
 OR0018  ______________________________________________________________________
 OR0018  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 OR0018  DYNAMIC HEIGHT  -        430.284 (meters)     1411.69  (feet) COMP
 OR0018  MODELED GRAVITY -    980,353.3   (mgal)                       NAVD 88
 OR0018
 OR0018  VERT ORDER      -  FIRST     CLASS II
 OR0018
 OR0018.The horizontal coordinates were established by autonomous hand held GPS
 OR0018.observations and have an estimated accuracy of +/- 10 meters.
 OR0018
 OR0018.The orthometric height was determined by differential leveling and
 OR0018.adjusted by the NATIONAL GEODETIC SURVEY
 OR0018.in June 1991.
 OR0018
 OR0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0018.GEOID18 height accuracy estimate available here.
 OR0018
 OR0018.Click photographs - Photos may exist for this station.
 OR0018
 OR0018.The dynamic height is computed by dividing the NAVD 88
 OR0018.geopotential number by the normal gravity value computed on the
 OR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0018.degrees latitude (g = 980.6199 gals.).
 OR0018
 OR0018.The modeled gravity was interpolated from observed gravity values.
 OR0018
 OR0018;                    North         East    Units  Estimated Accuracy
 OR0018;SPC SD S     -   155,076.      767,030.      MT  (+/- 10 meters HH2 GPS)
 OR0018
 OR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP5957839985(NAD 83)
 OR0018
 OR0018                          SUPERSEDED SURVEY CONTROL
 OR0018
 OR0018  NGVD 29 (??/??/92)  430.085  (m)         1411.04   (f) ADJ UNCH    1 2
 OR0018
 OR0018.Superseded values are not recommended for survey control.
 OR0018
 OR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0018.See file dsdata.pdf to determine how the superseded data were derived.
 OR0018
 OR0018_MARKER: DB = BENCH MARK DISK
 OR0018_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OR0018_SP_SET: BUILDING
 OR0018_STAMPING: Z 6 1925
 OR0018_MARK LOGO: CGS
 OR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OR0018+STABILITY: SURFACE MOTION
 OR0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OR0018+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2012
 OR0018
 OR0018  HISTORY     - Date     Condition        Report By
 OR0018  HISTORY     - 1925     MONUMENTED       CGS
 OR0018  HISTORY     - 1941     GOOD             CGS
 OR0018  HISTORY     - 19910621 GOOD             NGS
 OR0018  HISTORY     - 20120124 GOOD             INDIV
 OR0018
 OR0018                          STATION DESCRIPTION
 OR0018
 OR0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0018'AT MOUNT VERNON.
 OR0018'AT MOUNT VERNON, DAVISON COUNTY, AT THE INTERSECTION OF MAIN
 OR0018'AND FIRST STREETS, AT THE FIRST NATIONAL BANK BUILDING, NEAR
 OR0018'THE NORTHWEST CORNER, AND IN THE BOTTOM OF A NICHE IN THE
 OR0018'FRONT WALL.  A STANDARD DISK, STAMPED Z 6 1925.
 OR0018
 OR0018                          STATION RECOVERY (1941)
 OR0018
 OR0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OR0018'RECOVERED IN GOOD CONDITION.
 OR0018
 OR0018                          STATION RECOVERY (1991)
 OR0018
 OR0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0018'IN MOUNT VERNON, AT THE INTERSECTION OF MAIN AND 1ST STREETS, IN THE
 OR0018'STONE FOUNDATION OF THE FIRST NATIONAL BANK (VACANT), 12.3 M (40.4
 OR0018'FT) EAST OF THE CENTER OF MAIN STREET, 11.0 M (36.1 FT) SOUTH OF THE
 OR0018'CENTER OF 1ST STREET, 1.1 M (3.6 FT) SOUTH OF THE NORTHWEST CORNER OF
 OR0018'THE BUILDING, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS.
 OR0018
 OR0018                          STATION RECOVERY (2012)
 OR0018
 OR0018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0309 ***********************************************************************
 QQ0309  DESIGNATION -  Z 61 RESET
 QQ0309  PID         -  QQ0309
 QQ0309  STATE/COUNTY-  SD/MARSHALL
 QQ0309  COUNTRY     -  US
 QQ0309  USGS QUAD   -  BRITTON EAST (2017)
 QQ0309
 QQ0309                         *CURRENT SURVEY CONTROL
 QQ0309  ______________________________________________________________________
 QQ0309* NAD 83(1986) POSITION- 45 47 27.     (N) 097 42 53.     (W)   SCALED
 QQ0309* NAVD 88 ORTHO HEIGHT -   406.73  (meters)     1334.4   (feet) RESET
 QQ0309  ______________________________________________________________________
 QQ0309  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 QQ0309  VERT ORDER      -  THIRD
 QQ0309
 QQ0309.The horizontal coordinates were scaled from a map and have
 QQ0309.an estimated accuracy of +/- 6 seconds.
 QQ0309
 QQ0309.The orthometric height was computed from unverified reset data.
 QQ0309
 QQ0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0309.GEOID18 height accuracy estimate available here.
 QQ0309
 QQ0309.Click photographs - Photos may exist for this station.
 QQ0309
 QQ0309;                    North         East    Units  Estimated Accuracy
 QQ0309;SPC SD N     -   220,040.      777,670.      MT  (+/- 180 meters Scaled)
 QQ0309
 QQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR998716(NAD 83)
 QQ0309
 QQ0309                          SUPERSEDED SURVEY CONTROL
 QQ0309
 QQ0309.No superseded survey control is available for this station.
 QQ0309
 QQ0309_MARKER: DB = BENCH MARK DISK
 QQ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0309_SP_SET: CULVERT
 QQ0309_STAMPING: Z 61 RESET 1940
 QQ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0309
 QQ0309  HISTORY     - Date     Condition        Report By
 QQ0309  HISTORY     - 1940     MONUMENTED       SDHD
 QQ0309  HISTORY     - 1941     GOOD             CGS
 QQ0309  HISTORY     - 1967     GOOD             CGS
 QQ0309
 QQ0309                          STATION DESCRIPTION
 QQ0309
 QQ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QQ0309'1.9 MI E FROM BRITTON.
 QQ0309'1.9 MILES EAST ALONG STATE HIGHWAY 10 FROM THE LIBRARY AT BRITTON,
 QQ0309'MARSHALL COUNTY, AT A CONCRETE BOX CULVERT, AND IN THE CENTER OF
 QQ0309'THE TOP OF THE SOUTH HEAD WALL.  A STANDARD DISK, STAMPED Z 61
 QQ0309'RESET 1940.
 QQ0309
 QQ0309                          STATION RECOVERY (1967)
 QQ0309
 QQ0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QQ0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0187 ***********************************************************************
 QQ0187  DESIGNATION -  Z 62
 QQ0187  PID         -  QQ0187
 QQ0187  STATE/COUNTY-  SD/ROBERTS
 QQ0187  COUNTRY     -  US
 QQ0187  USGS QUAD   -  SISSETON (2017)
 QQ0187
 QQ0187                         *CURRENT SURVEY CONTROL
 QQ0187  ______________________________________________________________________
 QQ0187* NAD 83(1986) POSITION- 45 37 54.     (N) 097 03 40.     (W)   SCALED
 QQ0187* NAVD 88 ORTHO HEIGHT -   390.777 (meters)     1282.07  (feet) ADJUSTED
 QQ0187  ______________________________________________________________________
 QQ0187  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 QQ0187  DYNAMIC HEIGHT  -        390.753 (meters)     1282.00  (feet) COMP
 QQ0187  MODELED GRAVITY -    980,542.0   (mgal)                       NAVD 88
 QQ0187
 QQ0187  VERT ORDER      -  SECOND    CLASS 0
 QQ0187
 QQ0187.The horizontal coordinates were scaled from a map and have
 QQ0187.an estimated accuracy of +/- 6 seconds.
 QQ0187
 QQ0187.The orthometric height was determined by differential leveling and
 QQ0187.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0187.in June 1991.
 QQ0187
 QQ0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0187.GEOID18 height accuracy estimate available here.
 QQ0187
 QQ0187.Click photographs - Photos may exist for this station.
 QQ0187
 QQ0187.The dynamic height is computed by dividing the NAVD 88
 QQ0187.geopotential number by the normal gravity value computed on the
 QQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0187.degrees latitude (g = 980.6199 gals.).
 QQ0187
 QQ0187.The modeled gravity was interpolated from observed gravity values.
 QQ0187
 QQ0187;                    North         East    Units  Estimated Accuracy
 QQ0187;SPC SD N     -   204,000.      829,110.      MT  (+/- 180 meters Scaled)
 QQ0187
 QQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR511549(NAD 83)
 QQ0187
 QQ0187                          SUPERSEDED SURVEY CONTROL
 QQ0187
 QQ0187  NGVD 29 (??/??/92)  390.527  (m)         1281.25   (f) ADJ UNCH    2 0
 QQ0187
 QQ0187.Superseded values are not recommended for survey control.
 QQ0187
 QQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0187.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0187
 QQ0187_MARKER: DB = BENCH MARK DISK
 QQ0187_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QQ0187_SP_SET: CULVERT
 QQ0187_STAMPING: Z 62 1934
 QQ0187_MARK LOGO: CGS
 QQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0187+STABILITY: SURFACE MOTION
 QQ0187
 QQ0187  HISTORY     - Date     Condition        Report By
 QQ0187  HISTORY     - 1934     MONUMENTED       CGS
 QQ0187  HISTORY     - 1970     MARK NOT FOUND   USGS
 QQ0187
 QQ0187                          STATION DESCRIPTION
 QQ0187
 QQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0187'1.9 MI S FROM SISSETON.
 QQ0187'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM SISSETON, ROBERTS
 QQ0187'COUNTY, AT A 20-FOOT DUAL-COMPARTMENT CONCRETE BOX CULVERT,
 QQ0187'AND IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL.  A STANDARD
 QQ0187'DISK, STAMPED Z 62 1934.
 QQ0187
 QQ0187                          STATION RECOVERY (1970)
 QQ0187
 QQ0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QQ0187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0437 ***********************************************************************
 QS0437  DESIGNATION -  Z 64 RESET
 QS0437  PID         -  QS0437
 QS0437  STATE/COUNTY-  SD/CORSON
 QS0437  COUNTRY     -  US
 QS0437  USGS QUAD   -  MCINTOSH (2017)
 QS0437
 QS0437                         *CURRENT SURVEY CONTROL
 QS0437  ______________________________________________________________________
 QS0437* NAD 83(1986) POSITION- 45 55 13.     (N) 101 20 32.     (W)   SCALED
 QS0437* NAVD 88 ORTHO HEIGHT -   692.794 (meters)     2272.94  (feet) ADJUSTED
 QS0437  ______________________________________________________________________
 QS0437  GEOID HEIGHT    -        -20.412 (meters)                     GEOID18
 QS0437  DYNAMIC HEIGHT  -        692.731 (meters)     2272.74  (feet) COMP
 QS0437  MODELED GRAVITY -    980,500.5   (mgal)                       NAVD 88
 QS0437
 QS0437  VERT ORDER      -  FIRST     CLASS II
 QS0437
 QS0437.The horizontal coordinates were scaled from a map and have
 QS0437.an estimated accuracy of +/- 6 seconds.
 QS0437
 QS0437.The orthometric height was determined by differential leveling and
 QS0437.adjusted by the NATIONAL GEODETIC SURVEY
 QS0437.in June 1991.
 QS0437
 QS0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0437.GEOID18 height accuracy estimate available here.
 QS0437
 QS0437.Click photographs - Photos may exist for this station.
 QS0437
 QS0437.The dynamic height is computed by dividing the NAVD 88
 QS0437.geopotential number by the normal gravity value computed on the
 QS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0437.degrees latitude (g = 980.6199 gals.).
 QS0437
 QS0437.The modeled gravity was interpolated from observed gravity values.
 QS0437
 QS0437;                    North         East    Units  Estimated Accuracy
 QS0437;SPC SD N     -   232,780.      495,880.      MT  (+/- 180 meters Scaled)
 QS0437
 QS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR183878(NAD 83)
 QS0437
 QS0437                          SUPERSEDED SURVEY CONTROL
 QS0437
 QS0437.No superseded survey control is available for this station.
 QS0437
 QS0437_MARKER: DB = BENCH MARK DISK
 QS0437_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QS0437+WITH SETTING: PAVEMENT
 QS0437_SP_SET: CONCRETE MACHINE ANCHOR
 QS0437_STAMPING: Z 64 RESET 1972
 QS0437_MARK LOGO: NGS
 QS0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QS0437
 QS0437  HISTORY     - Date     Condition        Report By
 QS0437  HISTORY     - 1972     MONUMENTED       NGS
 QS0437  HISTORY     - 1985     GOOD             NGS
 QS0437
 QS0437                          STATION DESCRIPTION
 QS0437
 QS0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QS0437'0.3 MI E FROM MC INTOSH.
 QS0437'AT MC INTOSH, 0.3 MILE EAST OF THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0437'AND PACIFIC RAILROAD DEPOT, AT A RAILROAD GRADE CROSSING, 63 FEET
 QS0437'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 47 FEET EAST OF THE
 QS0437'CENTER OF THE GRADED ROAD, 8 FEET NORTHEAST OF A SIGN, NO HUNTING
 QS0437'GAME REFUGE, SET IN A DRILL HOLE IN A CONCRETE MACHINE ANCHOR
 QS0437'WHICH IS INSIDE AN ABANDONED CONCRETE BUILDING FOUNDATION.  THE
 QS0437'CONCRETE ANCHOR MEASURES 1-1/2 X 3 FEET AND PROJECTS 12-INCHES.
 QS0437
 QS0437                          STATION RECOVERY (1985)
 QS0437
 QS0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0348 ***********************************************************************
 QS0348  DESIGNATION -  Z 65
 QS0348  PID         -  QS0348
 QS0348  STATE/COUNTY-  SD/CORSON
 QS0348  COUNTRY     -  US
 QS0348  USGS QUAD   -  WAKPALA (2017)
 QS0348
 QS0348                         *CURRENT SURVEY CONTROL
 QS0348  ______________________________________________________________________
 QS0348* NAD 83(1986) POSITION- 45 43 43.91   (N) 100 34 27.81   (W)   HD_HELD1
 QS0348* NAVD 88 ORTHO HEIGHT -   524.482 (meters)     1720.74  (feet) ADJUSTED
 QS0348  ______________________________________________________________________
 QS0348  GEOID HEIGHT    -        -21.484 (meters)                     GEOID18
 QS0348  DYNAMIC HEIGHT  -        524.441 (meters)     1720.60  (feet) COMP
 QS0348  MODELED GRAVITY -    980,521.1   (mgal)                       NAVD 88
 QS0348
 QS0348  VERT ORDER      -  SECOND    CLASS 0
 QS0348
 QS0348.The horizontal coordinates were determined by differentially corrected
 QS0348.hand held GPS observations or other comparable positioning techniques
 QS0348.and have an estimated accuracy of +/- 3 meters.
 QS0348
 QS0348.The orthometric height was determined by differential leveling and
 QS0348.adjusted by the NATIONAL GEODETIC SURVEY
 QS0348.in June 1991.
 QS0348
 QS0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0348.GEOID18 height accuracy estimate available here.
 QS0348
 QS0348.Click photographs - Photos may exist for this station.
 QS0348
 QS0348.The dynamic height is computed by dividing the NAVD 88
 QS0348.geopotential number by the normal gravity value computed on the
 QS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0348.degrees latitude (g = 980.6199 gals.).
 QS0348
 QS0348.The modeled gravity was interpolated from observed gravity values.
 QS0348
 QS0348;                    North         East    Units  Estimated Accuracy
 QS0348;SPC SD N     -   210,803.2     555,288.9     MT  (+/- 3 meters HH1 GPS) 
 QS0348
 QS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7749765128(NAD 83)
 QS0348
 QS0348                          SUPERSEDED SURVEY CONTROL
 QS0348
 QS0348  NGVD 29 (??/??/92)  524.100  (m)         1719.48   (f) ADJ UNCH    2 0
 QS0348
 QS0348.Superseded values are not recommended for survey control.
 QS0348
 QS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0348.See file dsdata.pdf to determine how the superseded data were derived.
 QS0348
 QS0348_MARKER: DB = BENCH MARK DISK
 QS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0348_STAMPING: Z 65 1934
 QS0348_MARK LOGO: CGS
 QS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0348+STABILITY: SURFACE MOTION
 QS0348
 QS0348  HISTORY     - Date     Condition        Report By
 QS0348  HISTORY     - 1934     MONUMENTED       CGS
 QS0348  HISTORY     - 1945     GOOD             CGS
 QS0348
 QS0348                          STATION DESCRIPTION
 QS0348
 QS0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0348'AT JEFFREY.
 QS0348'AT JEFFREY, CORSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QS0348'AND PACIFIC RAILROAD OPPOSITE THE STATION SIGN, 100 FEET SOUTHWEST
 QS0348'OF A SWITCH, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 QS0348'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QS0348'Z 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QS0348
 QS0348                          STATION RECOVERY (1945)
 QS0348
 QS0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QS0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0058 ***********************************************************************
 QS0058  DESIGNATION -  Z 66 RESET
 QS0058  PID         -  QS0058
 QS0058  STATE/COUNTY-  SD/CAMPBELL
 QS0058  COUNTRY     -  US
 QS0058  USGS QUAD   -  HERREID (2017)
 QS0058
 QS0058                         *CURRENT SURVEY CONTROL
 QS0058  ______________________________________________________________________
 QS0058* NAD 83(1986) POSITION- 45 49 33.     (N) 100 04 07.     (W)   SCALED
 QS0058* NAVD 88 ORTHO HEIGHT -   512.246 (meters)     1680.59  (feet) ADJUSTED
 QS0058  ______________________________________________________________________
 QS0058  GEOID HEIGHT    -        -22.163 (meters)                     GEOID18
 QS0058  DYNAMIC HEIGHT  -        512.216 (meters)     1680.50  (feet) COMP
 QS0058  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 QS0058
 QS0058  VERT ORDER      -  SECOND    CLASS 0
 QS0058
 QS0058.The horizontal coordinates were scaled from a map and have
 QS0058.an estimated accuracy of +/- 6 seconds.
 QS0058
 QS0058.The orthometric height was determined by differential leveling and
 QS0058.adjusted by the NATIONAL GEODETIC SURVEY
 QS0058.in June 1991.
 QS0058
 QS0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0058.GEOID18 height accuracy estimate available here.
 QS0058
 QS0058.Click photographs - Photos may exist for this station.
 QS0058
 QS0058.The dynamic height is computed by dividing the NAVD 88
 QS0058.geopotential number by the normal gravity value computed on the
 QS0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0058.degrees latitude (g = 980.6199 gals.).
 QS0058
 QS0058.The modeled gravity was interpolated from observed gravity values.
 QS0058
 QS0058;                    North         East    Units  Estimated Accuracy
 QS0058;SPC SD N     -   221,430.      594,670.      MT  (+/- 180 meters Scaled)
 QS0058
 QS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR169752(NAD 83)
 QS0058
 QS0058                          SUPERSEDED SURVEY CONTROL
 QS0058
 QS0058  NGVD 29 (??/??/92)  511.870  (m)         1679.36   (f) ADJ UNCH    2 0
 QS0058
 QS0058.Superseded values are not recommended for survey control.
 QS0058
 QS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0058.See file dsdata.pdf to determine how the superseded data were derived.
 QS0058
 QS0058_MARKER: DB = BENCH MARK DISK
 QS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0058_STAMPING: Z 66 RESET 1939
 QS0058_MARK LOGO: CGS
 QS0058_PROJECTION: RECESSED 3 CENTIMETERS
 QS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0058+STABILITY: SURFACE MOTION
 QS0058
 QS0058  HISTORY     - Date     Condition        Report By
 QS0058  HISTORY     - 1939     MONUMENTED       SDHD
 QS0058  HISTORY     - 1945     GOOD             CGS
 QS0058  HISTORY     - 19970309 MARK NOT FOUND   NGS
 QS0058
 QS0058                          STATION DESCRIPTION
 QS0058
 QS0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0058'0.6 MI S FROM HERREID.
 QS0058'110 FEET NORTH OF THE INTERSECTION ALONG U.S. HIGHWAY 83, 38.6
 QS0058'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 5 FEET NORTHEAST
 QS0058'OF A BLAZED COTTONWOOD TREE WHICH IS 1.0 FOOT IN DIAMETER.  A
 QS0058'BRONZE DISK SET IN TOP OF A CONCRETE CYLINDER ABOUT ONE INCH
 QS0058'UNDERGROUND.  NOTE-- THE SOUTHWEST CORNER OF SECTION 8, TOWNSHIP
 QS0058'127 NORTH, RANGE 76 WEST COULD NOT BE IDENTIFIED AS MENTIONED
 QS0058'BY THE ENGINEERS OF THE HIGHWAY DEPARTMENT, BUT IT APPEARS TO
 QS0058'BE THE INTERSECTION OF THE HIGHWAYS AT A POINT 0.6 MILE SOUTH OF
 QS0058'THE HERREID SCHOOL AT HERREID, S. DAK.
 QS0058
 QS0058                          STATION RECOVERY (1997)
 QS0058
 QS0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QS0058'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0296 ***********************************************************************
 QR0296  DESIGNATION -  Z 67
 QR0296  PID         -  QR0296
 QR0296  STATE/COUNTY-  SD/WALWORTH
 QR0296  COUNTRY     -  US
 QR0296  USGS QUAD   -  LOWRY (2017)
 QR0296
 QR0296                         *CURRENT SURVEY CONTROL
 QR0296  ______________________________________________________________________
 QR0296* NAD 83(1986) POSITION- 45 20 35.     (N) 099 58 33.     (W)   SCALED
 QR0296* NAVD 88 ORTHO HEIGHT -   584.554 (meters)     1917.82  (feet) ADJUSTED
 QR0296  ______________________________________________________________________
 QR0296  GEOID HEIGHT    -        -22.284 (meters)                     GEOID18
 QR0296  DYNAMIC HEIGHT  -        584.488 (meters)     1917.61  (feet) COMP
 QR0296  MODELED GRAVITY -    980,485.1   (mgal)                       NAVD 88
 QR0296
 QR0296  VERT ORDER      -  SECOND    CLASS 0
 QR0296
 QR0296.The horizontal coordinates were scaled from a map and have
 QR0296.an estimated accuracy of +/- 6 seconds.
 QR0296
 QR0296.The orthometric height was determined by differential leveling and
 QR0296.adjusted by the NATIONAL GEODETIC SURVEY
 QR0296.in June 1991.
 QR0296
 QR0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0296.GEOID18 height accuracy estimate available here.
 QR0296
 QR0296.Click photographs - Photos may exist for this station.
 QR0296
 QR0296.The dynamic height is computed by dividing the NAVD 88
 QR0296.geopotential number by the normal gravity value computed on the
 QR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0296.degrees latitude (g = 980.6199 gals.).
 QR0296
 QR0296.The modeled gravity was interpolated from observed gravity values.
 QR0296
 QR0296;                    North         East    Units  Estimated Accuracy
 QR0296;SPC SD N     -   167,770.      601,890.      MT  (+/- 180 meters Scaled)
 QR0296
 QR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR235215(NAD 83)
 QR0296
 QR0296                          SUPERSEDED SURVEY CONTROL
 QR0296
 QR0296  NGVD 29 (??/??/92)  584.183  (m)         1916.61   (f) ADJ UNCH    2 0
 QR0296
 QR0296.Superseded values are not recommended for survey control.
 QR0296
 QR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0296.See file dsdata.pdf to determine how the superseded data were derived.
 QR0296
 QR0296_MARKER: DB = BENCH MARK DISK
 QR0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0296_SP_SET: CULVERT HEADWALL
 QR0296_STAMPING: Z 67 1934
 QR0296_MARK LOGO: CGS
 QR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0296+STABILITY: SURFACE MOTION
 QR0296
 QR0296  HISTORY     - Date     Condition        Report By
 QR0296  HISTORY     - 1934     MONUMENTED       CGS
 QR0296  HISTORY     - 1974     MARK NOT FOUND   USGS
 QR0296
 QR0296                          STATION DESCRIPTION
 QR0296
 QR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0296'14.5 MI S FROM SELBY.
 QR0296'14.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 QR0296'SELBY, WALWORTH COUNTY, AT A WIDE DRAW BETWEEN HILLS, AT A
 QR0296'DOUBLE 5- BY 12-FOOT CONCRETE-BOX CULVERT, IN THE SOUTH END OF
 QR0296'THE EAST HEADWALL, 12.5 FEET EAST OF THE CENTERLINE OF THE
 QR0296'HIGHWAY, 21 FEET WEST OF THE RIGHT-OF-WAY FENCE, 5.6 FEET NORTH
 QR0296'OF A WHITE WOODEN WITNESS POST, AND 2.6 FEET HIGHER THAN THE
 QR0296'HIGHWAY.  A STANDARD DISK, STAMPED Z 67 1934.
 QR0296
 QR0296                          STATION RECOVERY (1974)
 QR0296
 QR0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QR0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0216 ***********************************************************************
 QS0216  DESIGNATION -  Z 68 RESET
 QS0216  PID         -  QS0216
 QS0216  STATE/COUNTY-  SD/POTTER
 QS0216  COUNTRY     -  US
 QS0216  USGS QUAD   -  LAKE HURLEY (2017)
 QS0216
 QS0216                         *CURRENT SURVEY CONTROL
 QS0216  ______________________________________________________________________
 QS0216* NAD 83(1986) POSITION- 45 00 50.     (N) 100 11 25.     (W)   SCALED
 QS0216* NAVD 88 ORTHO HEIGHT -   570.85  (+/-2cm)     1872.9   (feet) VERTCON3
 QS0216  ______________________________________________________________________
 QS0216  GEOID HEIGHT    -        -22.493 (meters)                     GEOID18
 QS0216  VERT ORDER      -  THIRD (See Below)
 QS0216
 QS0216.The horizontal coordinates were scaled from a map and have
 QS0216.an estimated accuracy of +/- 6 seconds.
 QS0216
 QS0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0216
 QS0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0216.GEOID18 height accuracy estimate available here.
 QS0216
 QS0216.The vertical order pertains to the NGVD 29 superseded value.
 QS0216
 QS0216.Click photographs - Photos may exist for this station.
 QS0216
 QS0216;                    North         East    Units  Estimated Accuracy
 QS0216;SPC SD N     -   131,200.      585,000.      MT  (+/- 180 meters Scaled)
 QS0216
 QS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMQ062851(NAD 83)
 QS0216
 QS0216                          SUPERSEDED SURVEY CONTROL
 QS0216
 QS0216  NGVD 29 (??/??/??)  570.48   (m)         1871.6    (f) RESET       3  
 QS0216
 QS0216.Superseded values are not recommended for survey control.
 QS0216
 QS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0216.See file dsdata.pdf to determine how the superseded data were derived.
 QS0216
 QS0216_MARKER: DB = BENCH MARK DISK
 QS0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0216_STAMPING: Z 68 RESET 1956
 QS0216_MARK LOGO: CGS
 QS0216_PROJECTION: PROJECTING 10 CENTIMETERS
 QS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0216+STABILITY: SURFACE MOTION
 QS0216
 QS0216  HISTORY     - Date     Condition        Report By
 QS0216  HISTORY     - 1956     MONUMENTED       CGS
 QS0216  HISTORY     - 19960602 MARK NOT FOUND   NGS
 QS0216
 QS0216                          STATION DESCRIPTION
 QS0216
 QS0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 QS0216'11.4 MI W FROM GETTYSBURG.
 QS0216'11.4 MILES WEST OF GETTYSBURG, POTTER COUNTY.  THIS BENCH MARK
 QS0216'MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 83 AND 212,
 QS0216'5 MILES WEST OF GETTYSBURG, THENCE 5.6 MILES WEST ALONG U.S.
 QS0216'HIGHWAY 212, 0.1 MILE EAST OF A ROAD FORK, AT THE FOOT OF A
 QS0216'LONG SLOPE AND 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 QS0216'A STANDARD DISK, STAMPED Z 68 RESET 1956 AND SET IN THE TOP OF A
 QS0216'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QS0216
 QS0216                          STATION RECOVERY (1996)
 QS0216
 QS0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0216'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OR0406 ***********************************************************************
 OR0406  DESIGNATION -  Z 7
 OR0406  PID         -  OR0406
 OR0406  STATE/COUNTY-  SD/BRULE
 OR0406  COUNTRY     -  US
 OR0406  USGS QUAD   -  CHAMBERLAIN (2017)
 OR0406
 OR0406                         *CURRENT SURVEY CONTROL
 OR0406  ______________________________________________________________________
 OR0406* NAD 83(1986) POSITION- 43 48 23.40   (N) 099 19 49.12   (W)   HD_HELD1
 OR0406* NAVD 88 ORTHO HEIGHT -   446.954 (meters)     1466.38  (feet) ADJUSTED
 OR0406  ______________________________________________________________________
 OR0406  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 OR0406  DYNAMIC HEIGHT  -        446.836 (meters)     1465.99  (feet) COMP
 OR0406  MODELED GRAVITY -    980,342.6   (mgal)                       NAVD 88
 OR0406
 OR0406  VERT ORDER      -  FIRST     CLASS II
 OR0406
 OR0406.The horizontal coordinates were determined by differentially corrected
 OR0406.hand held GPS observations or other comparable positioning techniques
 OR0406.and have an estimated accuracy of +/- 3 meters.
 OR0406
 OR0406.The orthometric height was determined by differential leveling and
 OR0406.adjusted by the NATIONAL GEODETIC SURVEY
 OR0406.in June 1991.
 OR0406
 OR0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 OR0406.GEOID18 height accuracy estimate available here.
 OR0406
 OR0406.Click photographs - Photos may exist for this station.
 OR0406
 OR0406.The dynamic height is computed by dividing the NAVD 88
 OR0406.geopotential number by the normal gravity value computed on the
 OR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OR0406.degrees latitude (g = 980.6199 gals.).
 OR0406
 OR0406.The modeled gravity was interpolated from observed gravity values.
 OR0406
 OR0406;                    North         East    Units  Estimated Accuracy
 OR0406;SPC SD S     -   164,144.1     680,700.5     MT  (+/- 3 meters HH1 GPS) 
 OR0406
 OR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMP7343150434(NAD 83)
 OR0406
 OR0406                          SUPERSEDED SURVEY CONTROL
 OR0406
 OR0406  NGVD 29 (??/??/92)  446.613  (m)         1465.26   (f) ADJ UNCH    1 2
 OR0406
 OR0406.Superseded values are not recommended for survey control.
 OR0406
 OR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OR0406.See file dsdata.pdf to determine how the superseded data were derived.
 OR0406
 OR0406_MARKER: DB = BENCH MARK DISK
 OR0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OR0406_SP_SET: COPING
 OR0406_STAMPING: Z 7 1925
 OR0406_MARK LOGO: CGS
 OR0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OR0406
 OR0406  HISTORY     - Date     Condition        Report By
 OR0406  HISTORY     - 1925     MONUMENTED       CGS
 OR0406  HISTORY     - 1949     GOOD             CGS
 OR0406  HISTORY     - 19910625 MARK NOT FOUND   NGS
 OR0406  HISTORY     - 20120523 MARK NOT FOUND   INDIV
 OR0406
 OR0406                          STATION DESCRIPTION
 OR0406
 OR0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 OR0406'AT CHAMBERLAIN.
 OR0406'AT CHAMBERLAIN, BRULE COUNTY, AT THE NORTHEAST CORNER OF THE
 OR0406'HIGH SCHOOL, IN THE TOP OF THE CONCRETE COPING AROUND A GRATING,
 OR0406'6 FEET WEST OF THE EAST FACE OF THE BUILDING, AND 1 FOOT NORTH
 OR0406'OF THE NORTH FACE.  A STANDARD DISK, STAMPED Z 7 1925.
 OR0406
 OR0406                          STATION RECOVERY (1949)
 OR0406
 OR0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OR0406'RECOVERED IN GOOD CONDITION.
 OR0406
 OR0406                          STATION RECOVERY (1991)
 OR0406
 OR0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OR0406'THE DESCRIBED AREA IS NOW COVERED WITH CEMENT.  ASSUMED DESTROYED.
 OR0406
 OR0406                          STATION RECOVERY (2012)
 OR0406
 OR0406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 OR0406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0489 ***********************************************************************
 QS0489  DESIGNATION -  Z 70
 QS0489  PID         -  QS0489
 QS0489  STATE/COUNTY-  SD/DEWEY
 QS0489  COUNTRY     -  US
 QS0489  USGS QUAD   -  LANTRY (2017)
 QS0489
 QS0489                         *CURRENT SURVEY CONTROL
 QS0489  ______________________________________________________________________
 QS0489* NAD 83(1986) POSITION- 45 01 13.     (N) 101 27 24.     (W)   SCALED
 QS0489* NAVD 88 ORTHO HEIGHT -   719.969 (meters)     2362.10  (feet) POSTED
 QS0489  ______________________________________________________________________
 QS0489  GEOID HEIGHT    -        -20.863 (meters)                     GEOID18
 QS0489  DYNAMIC HEIGHT  -        719.82  (meters)     2361.6   (feet) COMP
 QS0489  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 QS0489
 QS0489  VERT ORDER      -  * POSTED, SEE BELOW
 QS0489
 QS0489.The horizontal coordinates were scaled from a map and have
 QS0489.an estimated accuracy of +/- 6 seconds.
 QS0489
 QS0489.The orthometric height was determined by differential leveling
 QS0489.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 QS0489
 QS0489.* This is a POSTED BENCH MARK height.
 QS0489
 QS0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0489.GEOID18 height accuracy estimate available here.
 QS0489
 QS0489.Click photographs - Photos may exist for this station.
 QS0489
 QS0489.The dynamic height is computed by dividing the NAVD 88
 QS0489.geopotential number by the normal gravity value computed on the
 QS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0489.degrees latitude (g = 980.6199 gals.).
 QS0489
 QS0489.The modeled gravity was interpolated from observed gravity values.
 QS0489
 QS0489;                    North         East    Units  Estimated Accuracy
 QS0489;SPC SD N     -   132,930.      485,200.      MT  (+/- 180 meters Scaled)
 QS0489
 QS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ064881(NAD 83)
 QS0489
 QS0489                          SUPERSEDED SURVEY CONTROL
 QS0489
 QS0489  NGVD 29 (??/??/92)  719.485  (m)         2360.51   (f) ADJ UNCH    2 0
 QS0489
 QS0489.Superseded values are not recommended for survey control.
 QS0489
 QS0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0489.See file dsdata.pdf to determine how the superseded data were derived.
 QS0489
 QS0489_MARKER: DB = BENCH MARK DISK
 QS0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0489_STAMPING: Z 70 1934
 QS0489_MARK LOGO: CGS
 QS0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0489+STABILITY: SURFACE MOTION
 QS0489
 QS0489  HISTORY     - Date     Condition        Report By
 QS0489  HISTORY     - 1934     MONUMENTED       CGS
 QS0489
 QS0489                          STATION DESCRIPTION
 QS0489
 QS0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0489'1.3 MI W FROM LANTRY.
 QS0489'1.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0489'RAILROAD FROM THE STATION AT LANTRY, DEWEY COUNTY, 4 POLES
 QS0489'SOUTHEAST OF MILEPOST 75, ABOUT 150 FEET SOUTHEAST OF A WATER
 QS0489'TANK, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 5 FEET
 QS0489'NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER AND ABOUT 2 FEET LOWER
 QS0489'THAN THE TRACK.  A STANDARD DISK, STAMPED Z 70 1934 AND SET IN THE
 QS0489'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0379 ***********************************************************************
 PT0379  DESIGNATION -  Z 71
 PT0379  PID         -  PT0379
 PT0379  STATE/COUNTY-  SD/ZIEBACH
 PT0379  COUNTRY     -  US
 PT0379  USGS QUAD   -  HIGH ELK HILL (2017)
 PT0379
 PT0379                         *CURRENT SURVEY CONTROL
 PT0379  ______________________________________________________________________
 PT0379* NAD 83(1986) POSITION- 44 59 11.     (N) 101 16 44.     (W)   SCALED
 PT0379* NAVD 88 ORTHO HEIGHT -   741.709 (meters)     2433.42  (feet) ADJUSTED
 PT0379  ______________________________________________________________________
 PT0379  GEOID HEIGHT    -        -21.162 (meters)                     GEOID18
 PT0379  DYNAMIC HEIGHT  -        741.569 (meters)     2432.96  (feet) COMP
 PT0379  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 PT0379
 PT0379  VERT ORDER      -  SECOND    CLASS 0
 PT0379
 PT0379.The horizontal coordinates were scaled from a map and have
 PT0379.an estimated accuracy of +/- 6 seconds.
 PT0379
 PT0379.The orthometric height was determined by differential leveling and
 PT0379.adjusted by the NATIONAL GEODETIC SURVEY
 PT0379.in June 1991.
 PT0379
 PT0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0379.GEOID18 height accuracy estimate available here.
 PT0379
 PT0379.Click photographs - Photos may exist for this station.
 PT0379
 PT0379.The dynamic height is computed by dividing the NAVD 88
 PT0379.geopotential number by the normal gravity value computed on the
 PT0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0379.degrees latitude (g = 980.6199 gals.).
 PT0379
 PT0379.The modeled gravity was interpolated from observed gravity values.
 PT0379
 PT0379;                    North         East    Units  Estimated Accuracy
 PT0379;SPC SD N     -   128,930.      499,150.      MT  (+/- 180 meters Scaled)
 PT0379
 PT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ203839(NAD 83)
 PT0379
 PT0379                          SUPERSEDED SURVEY CONTROL
 PT0379
 PT0379  NGVD 29 (??/??/92)  741.227  (m)         2431.84   (f) ADJ UNCH    2 0
 PT0379
 PT0379.Superseded values are not recommended for survey control.
 PT0379
 PT0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0379.See file dsdata.pdf to determine how the superseded data were derived.
 PT0379
 PT0379_MARKER: DB = BENCH MARK DISK
 PT0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0379_STAMPING: Z 71 1934
 PT0379_MARK LOGO: CGS
 PT0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0379+STABILITY: SURFACE MOTION
 PT0379
 PT0379  HISTORY     - Date     Condition        Report By
 PT0379  HISTORY     - 1934     MONUMENTED       CGS
 PT0379  HISTORY     - 1954     GOOD             CGS
 PT0379  HISTORY     - 1985     MARK NOT FOUND   NGS
 PT0379
 PT0379                          STATION DESCRIPTION
 PT0379
 PT0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 PT0379'2.1 MI W FROM EAGLE BUTTE.
 PT0379'IN ZIEBACH COUNTY, 2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 PT0379'ST. PAUL AND PACIFIC RAILROAD FROM EAGLE BUTTE, DEWEY COUNTY,
 PT0379'0.5 MILES SOUTHWEST ALONG STATE HIGHWAY 63, 32 FEET EAST OF
 PT0379'THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTH OF A RIGHT-OF-WAY
 PT0379'FENCE CORNER, 2 FEET EAST OF THE FENCE, 1 FOOT HIGHER THAN
 PT0379'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 PT0379
 PT0379                          STATION RECOVERY (1985)
 PT0379
 PT0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PT0379'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0310 ***********************************************************************
 OS0310  DESIGNATION -  Z 73
 OS0310  PID         -  OS0310
 OS0310  STATE/COUNTY-  SD/JACKSON
 OS0310  COUNTRY     -  US
 OS0310  USGS QUAD   -  STAMFORD NW (2017)
 OS0310
 OS0310                         *CURRENT SURVEY CONTROL
 OS0310  ______________________________________________________________________
 OS0310* NAD 83(1986) POSITION- 43 58 51.     (N) 101 09 12.     (W)   SCALED
 OS0310* NAVD 88 ORTHO HEIGHT -   676.471 (meters)     2219.39  (feet) ADJUSTED
 OS0310  ______________________________________________________________________
 OS0310  GEOID HEIGHT    -        -22.929 (meters)                     GEOID18
 OS0310  DYNAMIC HEIGHT  -        676.267 (meters)     2218.72  (feet) COMP
 OS0310  MODELED GRAVITY -    980,295.8   (mgal)                       NAVD 88
 OS0310
 OS0310  VERT ORDER      -  SECOND    CLASS 0
 OS0310
 OS0310.The horizontal coordinates were scaled from a map and have
 OS0310.an estimated accuracy of +/- 6 seconds.
 OS0310
 OS0310.The orthometric height was determined by differential leveling and
 OS0310.adjusted by the NATIONAL GEODETIC SURVEY
 OS0310.in June 1991.
 OS0310
 OS0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0310.GEOID18 height accuracy estimate available here.
 OS0310
 OS0310.Click photographs - Photos may exist for this station.
 OS0310
 OS0310.The dynamic height is computed by dividing the NAVD 88
 OS0310.geopotential number by the normal gravity value computed on the
 OS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0310.degrees latitude (g = 980.6199 gals.).
 OS0310
 OS0310.The modeled gravity was interpolated from observed gravity values.
 OS0310
 OS0310;                    North         East    Units  Estimated Accuracy
 OS0310;SPC SD S     -   183,350.      534,220.      MT  (+/- 180 meters Scaled)
 OS0310
 OS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP273719(NAD 83)
 OS0310
 OS0310                          SUPERSEDED SURVEY CONTROL
 OS0310
 OS0310  NGVD 29 (??/??/92)  676.004  (m)         2217.86   (f) ADJ UNCH    2 0
 OS0310
 OS0310.Superseded values are not recommended for survey control.
 OS0310
 OS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0310.See file dsdata.pdf to determine how the superseded data were derived.
 OS0310
 OS0310_MARKER: DB = BENCH MARK DISK
 OS0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0310_STAMPING: Z 73 1934
 OS0310_MARK LOGO: CGS
 OS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0310+STABILITY: SURFACE MOTION
 OS0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OS0310+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 OS0310
 OS0310  HISTORY     - Date     Condition        Report By
 OS0310  HISTORY     - 1934     MONUMENTED       CGS
 OS0310  HISTORY     - 1985     POOR             NGS
 OS0310  HISTORY     - 20151022 GOOD             SDDT
 OS0310
 OS0310                          STATION DESCRIPTION
 OS0310
 OS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OS0310'6.9 MI S FROM MIDLAND.
 OS0310'IN JACKSON COUNTY, 6.9 MILES SOUTH ALONG THE ROAD LEADING TO
 OS0310'STAMFORD FROM THE CITY WATER TANK AT MIDLAND, HAAKON COUNTY, AT A
 OS0310'CURVE TO THE EAST, AT THE JUNCTION OF A SIDE ROAD LEADING WEST,
 OS0310'30 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD, 50 FEET WEST
 OS0310'OF THE CENTERLINE OF THE MIDLAND-STAMFORD ROAD, AND 3 FEET
 OS0310'HIGHER THAN THE ROAD.  A STANDARD DISK, SET IN THE TOP OF A
 OS0310'CONCRETE POST.
 OS0310
 OS0310                          STATION RECOVERY (1985)
 OS0310
 OS0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OS0310'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 OS0310'THE DESCRIPTION IS ADEQUATE EXCEPT HIGHWAY DESCRIBED IS NOW ABANDON.
 OS0310
 OS0310                          STATION RECOVERY (2015)
 OS0310
 OS0310'RECOVERY NOTE BY SD DEPT OF TRANSP 2015 (TJ)
 OS0310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT0476 ***********************************************************************
 PT0476  DESIGNATION -  Z 75
 PT0476  PID         -  PT0476
 PT0476  STATE/COUNTY-  SD/HAAKON
 PT0476  COUNTRY     -  US
 PT0476  USGS QUAD   -  NOWLIN (2017)
 PT0476
 PT0476                         *CURRENT SURVEY CONTROL
 PT0476  ______________________________________________________________________
 PT0476* NAD 83(1986) POSITION- 44 02 59.     (N) 101 19 17.     (W)   SCALED
 PT0476* NAVD 88 ORTHO HEIGHT -   596.902 (meters)     1958.34  (feet) ADJUSTED
 PT0476  ______________________________________________________________________
 PT0476  GEOID HEIGHT    -        -22.354 (meters)                     GEOID18
 PT0476  DYNAMIC HEIGHT  -        596.719 (meters)     1957.74  (feet) COMP
 PT0476  MODELED GRAVITY -    980,294.9   (mgal)                       NAVD 88
 PT0476
 PT0476  VERT ORDER      -  SECOND    CLASS 0
 PT0476
 PT0476.The horizontal coordinates were scaled from a map and have
 PT0476.an estimated accuracy of +/- 6 seconds.
 PT0476
 PT0476.The orthometric height was determined by differential leveling and
 PT0476.adjusted by the NATIONAL GEODETIC SURVEY
 PT0476.in June 1991.
 PT0476
 PT0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT0476.GEOID18 height accuracy estimate available here.
 PT0476
 PT0476.Click photographs - Photos may exist for this station.
 PT0476
 PT0476.The dynamic height is computed by dividing the NAVD 88
 PT0476.geopotential number by the normal gravity value computed on the
 PT0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PT0476.degrees latitude (g = 980.6199 gals.).
 PT0476
 PT0476.The modeled gravity was interpolated from observed gravity values.
 PT0476
 PT0476;                    North         East    Units  Estimated Accuracy
 PT0476;SPC SD S     -   191,150.      520,830.      MT  (+/- 180 meters Scaled)
 PT0476
 PT0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP140800(NAD 83)
 PT0476
 PT0476                          SUPERSEDED SURVEY CONTROL
 PT0476
 PT0476  NGVD 29 (??/??/92)  596.442  (m)         1956.83   (f) ADJ UNCH    2 0
 PT0476
 PT0476.Superseded values are not recommended for survey control.
 PT0476
 PT0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT0476.See file dsdata.pdf to determine how the superseded data were derived.
 PT0476
 PT0476_MARKER: DB = BENCH MARK DISK
 PT0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT0476_STAMPING: Z 75 1934
 PT0476_MARK LOGO: CGS
 PT0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT0476+STABILITY: SURFACE MOTION
 PT0476
 PT0476  HISTORY     - Date     Condition        Report By
 PT0476  HISTORY     - 1934     MONUMENTED       CGS
 PT0476
 PT0476                          STATION DESCRIPTION
 PT0476
 PT0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PT0476'1 MI W FROM NOWLIN.
 PT0476'1 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PT0476'STATION AT NOWLIN, HAAKON COUNTY, ABOUT 2 POLES EAST OF MILEPOST
 PT0476'542, AT THE ONE-MILE-TO-THE-STATION SIGN, ABOUT 110 FEET SOUTHEAST
 PT0476'OF THE CENTER LINE OF THE TRACK, 1 FOOT NORTH OF A FENCE, AND ABOUT
 PT0476'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 75 1934 AND SET
 PT0476'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0137 ***********************************************************************
 PS0137  DESIGNATION -  Z 78
 PS0137  PID         -  PS0137
 PS0137  STATE/COUNTY-  SD/BUFFALO
 PS0137  COUNTRY     -  US
 PS0137  USGS QUAD   -  GANNVALLEY (2017)
 PS0137
 PS0137                         *CURRENT SURVEY CONTROL
 PS0137  ______________________________________________________________________
 PS0137* NAD 83(1986) POSITION- 44 04 04.     (N) 098 59 10.     (W)   SCALED
 PS0137* NAVD 88 ORTHO HEIGHT -   497.665 (meters)     1632.76  (feet) ADJUSTED
 PS0137  ______________________________________________________________________
 PS0137  GEOID HEIGHT    -        -25.131 (meters)                     GEOID18
 PS0137  DYNAMIC HEIGHT  -        497.545 (meters)     1632.36  (feet) COMP
 PS0137  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 PS0137
 PS0137  VERT ORDER      -  SECOND    CLASS 0
 PS0137
 PS0137.The horizontal coordinates were scaled from a map and have
 PS0137.an estimated accuracy of +/- 6 seconds.
 PS0137
 PS0137.The orthometric height was determined by differential leveling and
 PS0137.adjusted by the NATIONAL GEODETIC SURVEY
 PS0137.in June 1991.
 PS0137
 PS0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0137.GEOID18 height accuracy estimate available here.
 PS0137
 PS0137.Click photographs - Photos may exist for this station.
 PS0137
 PS0137.The dynamic height is computed by dividing the NAVD 88
 PS0137.geopotential number by the normal gravity value computed on the
 PS0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0137.degrees latitude (g = 980.6199 gals.).
 PS0137
 PS0137.The modeled gravity was interpolated from observed gravity values.
 PS0137
 PS0137;                    North         East    Units  Estimated Accuracy
 PS0137;SPC SD S     -   193,560.      707,920.      MT  (+/- 180 meters Scaled)
 PS0137
 PS0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP011794(NAD 83)
 PS0137
 PS0137                          SUPERSEDED SURVEY CONTROL
 PS0137
 PS0137  NGVD 29 (??/??/92)  497.30   (m)         1631.6    (f) COMPUTED    2 0
 PS0137
 PS0137.Superseded values are not recommended for survey control.
 PS0137
 PS0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0137.See file dsdata.pdf to determine how the superseded data were derived.
 PS0137
 PS0137_MARKER: DB = BENCH MARK DISK
 PS0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0137_SP_SET: BRIDGE
 PS0137_STAMPING: Z 78 1934
 PS0137_MARK LOGO: CGS
 PS0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0137
 PS0137  HISTORY     - Date     Condition        Report By
 PS0137  HISTORY     - 1934     MONUMENTED       CGS
 PS0137
 PS0137                          STATION DESCRIPTION
 PS0137
 PS0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0137'2.5 MI N FROM GANN VALLEY.
 PS0137'2.5 MILES NORTH OF POST OFFICE AT GANN VALLEY ALONG STATE
 PS0137'HIGHWAY 45 AT 180 FOOT CONCRETE BRIDGE ABOUT 1 MILE SOUTH OF
 PS0137'JUNCTION OF STATE HIGHWAY 34 AT BOTTOM OF HILL.  SET IN THE
 PS0137'NORTHEAST END OF THE SOUTHWEST WINGWALL, 3.5 FEET ABOVE ROAD
 PS0137'LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0138 ***********************************************************************
 PS0138  DESIGNATION -  Z 78 RESET
 PS0138  PID         -  PS0138
 PS0138  STATE/COUNTY-  SD/BUFFALO
 PS0138  COUNTRY     -  US
 PS0138  USGS QUAD   -  GANNVALLEY (2017)
 PS0138
 PS0138                         *CURRENT SURVEY CONTROL
 PS0138  ______________________________________________________________________
 PS0138* NAD 83(1986) POSITION- 44 04 04.     (N) 098 59 10.     (W)   SCALED
 PS0138* NAVD 88 ORTHO HEIGHT -   498.94  (+/-2cm)     1636.9   (feet) VERTCON3
 PS0138  ______________________________________________________________________
 PS0138  GEOID HEIGHT    -        -25.131 (meters)                     GEOID18
 PS0138  VERT ORDER      -  THIRD (See Below)
 PS0138
 PS0138.The horizontal coordinates were scaled from a map and have
 PS0138.an estimated accuracy of +/- 6 seconds.
 PS0138
 PS0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0138
 PS0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0138.GEOID18 height accuracy estimate available here.
 PS0138
 PS0138.The vertical order pertains to the NGVD 29 superseded value.
 PS0138
 PS0138.Click photographs - Photos may exist for this station.
 PS0138
 PS0138;                    North         East    Units  Estimated Accuracy
 PS0138;SPC SD S     -   193,560.      707,920.      MT  (+/- 180 meters Scaled)
 PS0138
 PS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP011794(NAD 83)
 PS0138
 PS0138                          SUPERSEDED SURVEY CONTROL
 PS0138
 PS0138  NGVD 29 (??/??/??)  498.58   (m)         1635.8    (f) RESET       3  
 PS0138
 PS0138.Superseded values are not recommended for survey control.
 PS0138
 PS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0138.See file dsdata.pdf to determine how the superseded data were derived.
 PS0138
 PS0138_MARKER: DB = BENCH MARK DISK
 PS0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PS0138_SP_SET: BRIDGE
 PS0138_STAMPING: Z 78 RESET 1958
 PS0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PS0138
 PS0138  HISTORY     - Date     Condition        Report By
 PS0138  HISTORY     - 1958     MONUMENTED       SDHD
 PS0138
 PS0138                          STATION DESCRIPTION
 PS0138
 PS0138'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1958
 PS0138'2.5 MI N FROM GANN VALLEY.
 PS0138'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 PS0138'AT GANN VALLEY, BUFFALO COUNTY, ABOUT 1 MILE SOUTH OF THE
 PS0138'JUNCTION WITH STATE HIGHWAY 34, AT A 236 FOOT CONCRETE BRIDGE,
 PS0138'IN THE SOUTH END OF THE WEST WHEEL GUARD ABOUT 16 FEET WEST OF
 PS0138'THE CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE
 PS0138'HIGHWAY.  A STANDARD DISK, STAMPED Z 78 RESET 1958.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0262 ***********************************************************************
 PS0262  DESIGNATION -  Z 79 RESET
 PS0262  PID         -  PS0262
 PS0262  STATE/COUNTY-  SD/HAND
 PS0262  COUNTRY     -  US
 PS0262  USGS QUAD   -  MILLER (2017)
 PS0262
 PS0262                         *CURRENT SURVEY CONTROL
 PS0262  ______________________________________________________________________
 PS0262* NAD 83(1986) POSITION- 44 36 07.07   (N) 098 59 19.37   (W)   HD_HELD1
 PS0262* NAVD 88 ORTHO HEIGHT -   451.719 (meters)     1482.01  (feet) ADJUSTED
 PS0262  ______________________________________________________________________
 PS0262  GEOID HEIGHT    -        -24.401 (meters)                     GEOID18
 PS0262  DYNAMIC HEIGHT  -        451.639 (meters)     1481.75  (feet) COMP
 PS0262  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 PS0262
 PS0262  VERT ORDER      -  FIRST     CLASS II
 PS0262
 PS0262.The horizontal coordinates were determined by differentially corrected
 PS0262.hand held GPS observations or other comparable positioning techniques
 PS0262.and have an estimated accuracy of +/- 3 meters.
 PS0262
 PS0262.The orthometric height was determined by differential leveling and
 PS0262.adjusted by the NATIONAL GEODETIC SURVEY
 PS0262.in July 1998.
 PS0262
 PS0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0262.GEOID18 height accuracy estimate available here.
 PS0262
 PS0262.Click photographs - Photos may exist for this station.
 PS0262
 PS0262.The dynamic height is computed by dividing the NAVD 88
 PS0262.geopotential number by the normal gravity value computed on the
 PS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0262.degrees latitude (g = 980.6199 gals.).
 PS0262
 PS0262.The modeled gravity was interpolated from observed gravity values.
 PS0262
 PS0262;                    North         East    Units  Estimated Accuracy
 PS0262;SPC SD N     -    85,913.4     680,282.3     MT  (+/- 3 meters HH1 GPS) 
 PS0262
 PS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ0089538735(NAD 83)
 PS0262
 PS0262                          SUPERSEDED SURVEY CONTROL
 PS0262
 PS0262  NGVD 29 (??/??/??)  451.41   (m)         1481.0    (f) RESET       3  
 PS0262
 PS0262.Superseded values are not recommended for survey control.
 PS0262
 PS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0262.See file dsdata.pdf to determine how the superseded data were derived.
 PS0262
 PS0262_MARKER: DB = BENCH MARK DISK
 PS0262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PS0262_SP_SET: BOX CULVERT HEADWALL
 PS0262_STAMPING: Z 79 RESET 1941
 PS0262_MARK LOGO: CGS
 PS0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0262+STABILITY: SURFACE MOTION
 PS0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PS0262+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 PS0262
 PS0262  HISTORY     - Date     Condition        Report By
 PS0262  HISTORY     - 1941     MONUMENTED       SDHD
 PS0262  HISTORY     - 19960710 GOOD             NGS
 PS0262
 PS0262                          STATION DESCRIPTION
 PS0262
 PS0262'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1941
 PS0262'5.8 MI N FROM MILLER.
 PS0262'5.8 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE COUNTY COURTHOUSE
 PS0262'AT MILLER, HAND COUNTY, AT A TRIPLE BOX CULVERT OVER A SMALL
 PS0262'STREAM AT THE FOOT OF A HILL, IN THE CENTER OF THE TOP OF THE
 PS0262'EAST CONCRETE HEAD WALL, AND 22 FEET EAST OF THE CENTER LINE
 PS0262'OF THE HIGHWAY, AT HIGHWAY STATION 1076+50.  A STANDARD DISK,
 PS0262'STAMPED Z 79 RESET 1941.
 PS0262
 PS0262                          STATION RECOVERY (1996)
 PS0262
 PS0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PS0262'9.2 KM (5.70 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM THE POST OFFICE
 PS0262'IN MILLER, IN TOP OF AND 5.0 M (16.4 FT) SOUTH OF THE NORTH END OF THE
 PS0262'EAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 507.0 M (1663.4
 PS0262'FT) NORTH OF MILEPOST 117, 6.9 M (22.6 FT) EAST OF THE HIGHWAY
 PS0262'CENTERLINE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0190 ***********************************************************************
 OS0190  DESIGNATION -  Z 8
 OS0190  PID         -  OS0190
 OS0190  STATE/COUNTY-  SD/JONES
 OS0190  COUNTRY     -  US
 OS0190  USGS QUAD   -  DRAPER (2017)
 OS0190
 OS0190                         *CURRENT SURVEY CONTROL
 OS0190  ______________________________________________________________________
 OS0190* NAD 83(1986) POSITION- 43 55 37.     (N) 100 32 27.     (W)   SCALED
 OS0190* NAVD 88 ORTHO HEIGHT -   695.200 (meters)     2280.84  (feet) ADJUSTED
 OS0190  ______________________________________________________________________
 OS0190  GEOID HEIGHT    -        -24.282 (meters)                     GEOID18
 OS0190  DYNAMIC HEIGHT  -        694.980 (meters)     2280.11  (feet) COMP
 OS0190  MODELED GRAVITY -    980,279.5   (mgal)                       NAVD 88
 OS0190
 OS0190  VERT ORDER      -  FIRST     CLASS II
 OS0190
 OS0190.The horizontal coordinates were scaled from a map and have
 OS0190.an estimated accuracy of +/- 6 seconds.
 OS0190
 OS0190.The orthometric height was determined by differential leveling and
 OS0190.adjusted by the NATIONAL GEODETIC SURVEY
 OS0190.in June 1991.
 OS0190
 OS0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0190.GEOID18 height accuracy estimate available here.
 OS0190
 OS0190.Click photographs - Photos may exist for this station.
 OS0190
 OS0190.The dynamic height is computed by dividing the NAVD 88
 OS0190.geopotential number by the normal gravity value computed on the
 OS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0190.degrees latitude (g = 980.6199 gals.).
 OS0190
 OS0190.The modeled gravity was interpolated from observed gravity values.
 OS0190
 OS0190;                    North         East    Units  Estimated Accuracy
 OS0190;SPC SD S     -   177,060.      583,340.      MT  (+/- 180 meters Scaled)
 OS0190
 OS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLP763649(NAD 83)
 OS0190
 OS0190                          SUPERSEDED SURVEY CONTROL
 OS0190
 OS0190  NGVD 29 (??/??/92)  694.754  (m)         2279.37   (f) ADJ UNCH    1 2
 OS0190
 OS0190.Superseded values are not recommended for survey control.
 OS0190
 OS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0190.See file dsdata.pdf to determine how the superseded data were derived.
 OS0190
 OS0190_MARKER: DB = BENCH MARK DISK
 OS0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OS0190_SP_SET: BUILDING
 OS0190_STAMPING: 2279.372 Z 8 1925
 OS0190_MARK LOGO: CGS
 OS0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OS0190
 OS0190  HISTORY     - Date     Condition        Report By
 OS0190  HISTORY     - 1925     MONUMENTED       CGS
 OS0190  HISTORY     - 1935     GOOD             CGS
 OS0190
 OS0190                          STATION DESCRIPTION
 OS0190
 OS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OS0190'AT DRAPER, JONES COUNTY, AT THE HIGH SCHOOL, AT THE SOUTH
 OS0190'SIDE OF THE ENTRANCE, AND IN THE TOP FACE OF THE FOUNDATION,
 OS0190'AT THE BASE OF THE FIRST WINDOW.  A STANDARD DISK, STAMPED
 OS0190'2279.372 Z 8 1925.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0196 ***********************************************************************
 PS0196  DESIGNATION -  Z 80
 PS0196  PID         -  PS0196
 PS0196  STATE/COUNTY-  SD/JERAULD
 PS0196  COUNTRY     -  US
 PS0196  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0196
 PS0196                         *CURRENT SURVEY CONTROL
 PS0196  ______________________________________________________________________
 PS0196* NAD 83(1986) POSITION- 44 04 45.     (N) 098 47 54.     (W)   SCALED
 PS0196* NAVD 88 ORTHO HEIGHT -   560.472 (meters)     1838.82  (feet) ADJUSTED
 PS0196  ______________________________________________________________________
 PS0196  GEOID HEIGHT    -        -25.188 (meters)                     GEOID18
 PS0196  DYNAMIC HEIGHT  -        560.337 (meters)     1838.37  (feet) COMP
 PS0196  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 PS0196
 PS0196  VERT ORDER      -  SECOND    CLASS 0
 PS0196
 PS0196.The horizontal coordinates were scaled from a map and have
 PS0196.an estimated accuracy of +/- 6 seconds.
 PS0196
 PS0196.The orthometric height was determined by differential leveling and
 PS0196.adjusted by the NATIONAL GEODETIC SURVEY
 PS0196.in June 1991.
 PS0196
 PS0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0196.GEOID18 height accuracy estimate available here.
 PS0196
 PS0196.Click photographs - Photos may exist for this station.
 PS0196
 PS0196.The dynamic height is computed by dividing the NAVD 88
 PS0196.geopotential number by the normal gravity value computed on the
 PS0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0196.degrees latitude (g = 980.6199 gals.).
 PS0196
 PS0196.The modeled gravity was interpolated from observed gravity values.
 PS0196
 PS0196;                    North         East    Units  Estimated Accuracy
 PS0196;SPC SD S     -   195,090.      722,940.      MT  (+/- 180 meters Scaled)
 PS0196
 PS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP161806(NAD 83)
 PS0196
 PS0196                          SUPERSEDED SURVEY CONTROL
 PS0196
 PS0196  NGVD 29 (??/??/92)  560.113  (m)         1837.64   (f) ADJ UNCH    2 0
 PS0196
 PS0196.Superseded values are not recommended for survey control.
 PS0196
 PS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0196.See file dsdata.pdf to determine how the superseded data were derived.
 PS0196
 PS0196_MARKER: DB = BENCH MARK DISK
 PS0196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0196_SP_SET: CULVERT HEADWALL
 PS0196_STAMPING: Z 80 1934
 PS0196_MARK LOGO: CGS
 PS0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0196+STABILITY: SURFACE MOTION
 PS0196
 PS0196  HISTORY     - Date     Condition        Report By
 PS0196  HISTORY     - 1934     MONUMENTED       CGS
 PS0196
 PS0196                          STATION DESCRIPTION
 PS0196
 PS0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0196'3 MI N FROM GANN VALLEY.
 PS0196'ABOUT 3 MILES NORTH OF GANN VALLEY TO THE JUNCTION OF STATE HYS
 PS0196'34 AND 45, THENCE 9.2 MILES EAST.  ALONG STATE HIGHWAY 34 AT
 PS0196'TWIN 8 FOOT BY 8 FOOT RCB CULVERT, 300 FEET EAST OF PRIVATE
 PS0196'ENTRANCE.  SET IN THE EAST END OF THE NORTH HEADWALL, 2.5 FEET
 PS0196'ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0197 ***********************************************************************
 PS0197  DESIGNATION -  Z 80 RESET
 PS0197  PID         -  PS0197
 PS0197  STATE/COUNTY-  SD/JERAULD
 PS0197  COUNTRY     -  US
 PS0197  USGS QUAD   -  GANNVALLEY SE (2017)
 PS0197
 PS0197                         *CURRENT SURVEY CONTROL
 PS0197  ______________________________________________________________________
 PS0197* NAD 83(1986) POSITION- 44 04 45.     (N) 098 47 54.     (W)   SCALED
 PS0197* NAVD 88 ORTHO HEIGHT -   560.55  (+/-2cm)     1839.1   (feet) VERTCON3
 PS0197  ______________________________________________________________________
 PS0197  GEOID HEIGHT    -        -25.188 (meters)                     GEOID18
 PS0197  VERT ORDER      -  THIRD (See Below)
 PS0197
 PS0197.The horizontal coordinates were scaled from a map and have
 PS0197.an estimated accuracy of +/- 6 seconds.
 PS0197
 PS0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 PS0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PS0197
 PS0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0197.GEOID18 height accuracy estimate available here.
 PS0197
 PS0197.The vertical order pertains to the NGVD 29 superseded value.
 PS0197
 PS0197.Click photographs - Photos may exist for this station.
 PS0197
 PS0197;                    North         East    Units  Estimated Accuracy
 PS0197;SPC SD S     -   195,090.      722,940.      MT  (+/- 180 meters Scaled)
 PS0197
 PS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP161806(NAD 83)
 PS0197
 PS0197                          SUPERSEDED SURVEY CONTROL
 PS0197
 PS0197  NGVD 29 (??/??/??)  560.18   (m)         1837.9    (f) RESET       3  
 PS0197
 PS0197.Superseded values are not recommended for survey control.
 PS0197
 PS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0197.See file dsdata.pdf to determine how the superseded data were derived.
 PS0197
 PS0197_MARKER: DB = BENCH MARK DISK
 PS0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0197_STAMPING: Z 80 RESET 1952
 PS0197_MARK LOGO: CGS
 PS0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0197+STABILITY: SURFACE MOTION
 PS0197
 PS0197  HISTORY     - Date     Condition        Report By
 PS0197  HISTORY     - 1952     MONUMENTED       SDHD
 PS0197  HISTORY     - 1973     MARK NOT FOUND   USGS
 PS0197
 PS0197                          STATION DESCRIPTION
 PS0197
 PS0197'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1952
 PS0197'12.4 MI E FROM GANNVALLEY.
 PS0197'IN JERAULD COUNTY, ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 45
 PS0197'FROM GANNVALLEY, BUFFALO COUNTY, THENCE 9.4 MILES EAST ALONG
 PS0197'STATE HIGHWAY 34, 50 FEET EAST OF THE SOUTH END OF A 96-INCH
 PS0197'CORRUGATED-METAL PLATE PIPE CULVERT, 74 FEET SOUTH OF THE
 PS0197'CENTERLINE OF THE HIGHWAY AT SURVEY STATION 495 + 88, AND AT
 PS0197'THE FENCE.
 PS0197
 PS0197                          STATION RECOVERY (1973)
 PS0197
 PS0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PS0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0128 ***********************************************************************
 PS0128  DESIGNATION -  Z 81
 PS0128  PID         -  PS0128
 PS0128  STATE/COUNTY-  SD/SANBORN
 PS0128  COUNTRY     -  US
 PS0128  USGS QUAD   -  FORESTBURG (2017)
 PS0128
 PS0128                         *CURRENT SURVEY CONTROL
 PS0128  ______________________________________________________________________
 PS0128* NAD 83(1986) POSITION- 44 01 41.     (N) 098 06 42.     (W)   SCALED
 PS0128* NAVD 88 ORTHO HEIGHT -   380.343 (meters)     1247.84  (feet) ADJUSTED
 PS0128  ______________________________________________________________________
 PS0128  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 PS0128  DYNAMIC HEIGHT  -        380.266 (meters)     1247.59  (feet) COMP
 PS0128  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 PS0128
 PS0128  VERT ORDER      -  SECOND    CLASS 0
 PS0128
 PS0128.The horizontal coordinates were scaled from a map and have
 PS0128.an estimated accuracy of +/- 6 seconds.
 PS0128
 PS0128.The orthometric height was determined by differential leveling and
 PS0128.adjusted by the NATIONAL GEODETIC SURVEY
 PS0128.in June 1991.
 PS0128
 PS0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0128.GEOID18 height accuracy estimate available here.
 PS0128
 PS0128.Click photographs - Photos may exist for this station.
 PS0128
 PS0128.The dynamic height is computed by dividing the NAVD 88
 PS0128.geopotential number by the normal gravity value computed on the
 PS0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0128.degrees latitude (g = 980.6199 gals.).
 PS0128
 PS0128.The modeled gravity was interpolated from observed gravity values.
 PS0128
 PS0128;                    North         East    Units  Estimated Accuracy
 PS0128;SPC SD S     -   190,650.      778,070.      MT  (+/- 180 meters Scaled)
 PS0128
 PS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNP711753(NAD 83)
 PS0128
 PS0128                          SUPERSEDED SURVEY CONTROL
 PS0128
 PS0128  NGVD 29 (??/??/92)  380.065  (m)         1246.93   (f) ADJ UNCH    2 0
 PS0128
 PS0128.Superseded values are not recommended for survey control.
 PS0128
 PS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0128.See file dsdata.pdf to determine how the superseded data were derived.
 PS0128
 PS0128_MARKER: DB = BENCH MARK DISK
 PS0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0128_SP_SET: CULVERT HEADWALL
 PS0128_STAMPING: Z 81 1934
 PS0128_MARK LOGO: CGS
 PS0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0128+STABILITY: SURFACE MOTION
 PS0128
 PS0128  HISTORY     - Date     Condition        Report By
 PS0128  HISTORY     - 1934     MONUMENTED       CGS
 PS0128  HISTORY     - 1948     GOOD             CGS
 PS0128  HISTORY     - 19950630 MARK NOT FOUND   NGS
 PS0128
 PS0128                          STATION DESCRIPTION
 PS0128
 PS0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0128'8.8 MI E FROM WOONSOCKET.
 PS0128'8.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PS0128'PACIFIC RAILROAD FROM THE COUNTY COURTHOUSE AT WOONSOCKET,
 PS0128'SANBORN COUNTY, 6 POLES EAST OF MILEPOST 385, AT THE CROSING
 PS0128'OF A ROAD (FORMERLY STATE HIGHWAY 34), 60 FEET SOUTHWEST OF THE
 PS0128'CENTER LINE OF THE TRACK, AT A 2-FOOT CONCRETE-PIPE CULVERT
 PS0128'UNDER THE ROAD, IN THE NORTH END OF THE EAST CONCRETE HEAD WALL,
 PS0128'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 81 1934.
 PS0128
 PS0128                          STATION RECOVERY (1948)
 PS0128
 PS0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 PS0128'RECOVERED IN GOOD CONDITION.
 PS0128
 PS0128                          STATION RECOVERY (1995)
 PS0128
 PS0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PS0128'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0532 ***********************************************************************
 PR0532  DESIGNATION -  Z 82
 PR0532  PID         -  PR0532
 PR0532  STATE/COUNTY-  SD/MINER
 PR0532  COUNTRY     -  US
 PR0532  USGS QUAD   -  CARTHAGE (2017)
 PR0532
 PR0532                         *CURRENT SURVEY CONTROL
 PR0532  ______________________________________________________________________
 PR0532* NAD 83(1986) POSITION- 44 07 39.     (N) 097 41 45.     (W)   SCALED
 PR0532* NAVD 88 ORTHO HEIGHT -   440.075 (meters)     1443.81  (feet) ADJUSTED
 PR0532  ______________________________________________________________________
 PR0532  GEOID HEIGHT    -        -25.571 (meters)                     GEOID18
 PR0532  DYNAMIC HEIGHT  -        439.984 (meters)     1443.51  (feet) COMP
 PR0532  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 PR0532
 PR0532  VERT ORDER      -  SECOND    CLASS 0
 PR0532
 PR0532.The horizontal coordinates were scaled from a map and have
 PR0532.an estimated accuracy of +/- 6 seconds.
 PR0532
 PR0532.The orthometric height was determined by differential leveling and
 PR0532.adjusted by the NATIONAL GEODETIC SURVEY
 PR0532.in June 1991.
 PR0532
 PR0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0532.GEOID18 height accuracy estimate available here.
 PR0532
 PR0532.Click photographs - Photos may exist for this station.
 PR0532
 PR0532.The dynamic height is computed by dividing the NAVD 88
 PR0532.geopotential number by the normal gravity value computed on the
 PR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0532.degrees latitude (g = 980.6199 gals.).
 PR0532
 PR0532.The modeled gravity was interpolated from observed gravity values.
 PR0532
 PR0532;                    North         East    Units  Estimated Accuracy
 PR0532;SPC SD S     -   202,670.      811,040.      MT  (+/- 180 meters Scaled)
 PR0532
 PR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP043868(NAD 83)
 PR0532
 PR0532                          SUPERSEDED SURVEY CONTROL
 PR0532
 PR0532  NGVD 29 (??/??/92)  439.797  (m)         1442.90   (f) ADJ UNCH    2 0
 PR0532
 PR0532.Superseded values are not recommended for survey control.
 PR0532
 PR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0532.See file dsdata.pdf to determine how the superseded data were derived.
 PR0532
 PR0532_MARKER: DB = BENCH MARK DISK
 PR0532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0532_SP_SET: BOX CULVERT
 PR0532_STAMPING: Z 82 1934
 PR0532_MARK LOGO: CGS
 PR0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0532+STABILITY: SURFACE MOTION
 PR0532
 PR0532  HISTORY     - Date     Condition        Report By
 PR0532  HISTORY     - 1934     MONUMENTED       CGS
 PR0532
 PR0532                          STATION DESCRIPTION
 PR0532
 PR0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0532'3.4 MI SE FROM CARTHAGE.
 PR0532'3.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PR0532'FROM THE PUBLIC SCHOOL AT CARTHAGE, MINER COUNTY, ABOUT 24 POLES
 PR0532'NORTH OF MILEPOST 107, AT 4- BY 4-FOOT LIMESTONE BOX CULVERT
 PR0532'2830, IN THE CENTER OF THE SOUTH END OF THE EAST LIMESTONE
 PR0532'HEAD WALL, AND ABOUT 1.5 FEET LOWER THAN THE TRACK.  A STANDARD
 PR0532'DISK, STAMPED Z 82 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0042 ***********************************************************************
 PS0042  DESIGNATION -  Z 83
 PS0042  PID         -  PS0042
 PS0042  STATE/COUNTY-  SD/BEADLE
 PS0042  COUNTRY     -  US
 PS0042  USGS QUAD   -  LAKE BYRON NW (2017)
 PS0042
 PS0042                         *CURRENT SURVEY CONTROL
 PS0042  ______________________________________________________________________
 PS0042* NAD 83(1986) POSITION- 44 37 56.75   (N) 098 13 08.80   (W)   HD_HELD1
 PS0042* NAVD 88 ORTHO HEIGHT -   395.633 (meters)     1298.01  (feet) ADJUSTED
 PS0042  ______________________________________________________________________
 PS0042  GEOID HEIGHT    -        -24.540 (meters)                     GEOID18
 PS0042  DYNAMIC HEIGHT  -        395.582 (meters)     1297.84  (feet) COMP
 PS0042  MODELED GRAVITY -    980,475.1   (mgal)                       NAVD 88
 PS0042
 PS0042  VERT ORDER      -  SECOND    CLASS 0
 PS0042
 PS0042.The horizontal coordinates were determined by differentially corrected
 PS0042.hand held GPS observations or other comparable positioning techniques
 PS0042.and have an estimated accuracy of +/- 3 meters.
 PS0042
 PS0042.The orthometric height was determined by differential leveling and
 PS0042.adjusted by the NATIONAL GEODETIC SURVEY
 PS0042.in June 1991.
 PS0042
 PS0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0042.GEOID18 height accuracy estimate available here.
 PS0042
 PS0042.Click photographs - Photos may exist for this station.
 PS0042
 PS0042.The dynamic height is computed by dividing the NAVD 88
 PS0042.geopotential number by the normal gravity value computed on the
 PS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PS0042.degrees latitude (g = 980.6199 gals.).
 PS0042
 PS0042.The modeled gravity was interpolated from observed gravity values.
 PS0042
 PS0042;                    North         East    Units  Estimated Accuracy
 PS0042;SPC SD N     -    90,351.6     741,296.1     MT  (+/- 3 meters HH1 GPS) 
 PS0042
 PS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ6193842415(NAD 83)
 PS0042
 PS0042                          SUPERSEDED SURVEY CONTROL
 PS0042
 PS0042  NGVD 29 (??/??/92)  395.367  (m)         1297.13   (f) ADJ UNCH    2 0
 PS0042
 PS0042.Superseded values are not recommended for survey control.
 PS0042
 PS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0042.See file dsdata.pdf to determine how the superseded data were derived.
 PS0042
 PS0042_MARKER: DB = BENCH MARK DISK
 PS0042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PS0042_SP_SET: CULVERT HEADWALL
 PS0042_STAMPING: Z 83 1934
 PS0042_MARK LOGO: CGS
 PS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0042+STABILITY: SURFACE MOTION
 PS0042
 PS0042  HISTORY     - Date     Condition        Report By
 PS0042  HISTORY     - 1934     MONUMENTED       CGS
 PS0042
 PS0042                          STATION DESCRIPTION
 PS0042
 PS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PS0042'18.7 MI N FROM HURON.
 PS0042'18.7 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 PS0042'NORTH WESTERN RAILWAY STATION AT HURON, BEADLE COUNTY, 387
 PS0042'FEET EAST OF THE CENTER OF THE INTERSECTION OF A CROSS ROAD,
 PS0042'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A DOUBLE
 PS0042'18-INCH CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 PS0042'HEADWALL, 19 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 PS0042'2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Z 83
 PS0042'1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0436 ***********************************************************************
 PR0436  DESIGNATION -  Z 84
 PR0436  PID         -  PR0436
 PR0436  STATE/COUNTY-  SD/CODINGTON
 PR0436  COUNTRY     -  US
 PR0436  USGS QUAD   -  KAMPESKA (2017)
 PR0436
 PR0436                         *CURRENT SURVEY CONTROL
 PR0436  ______________________________________________________________________
 PR0436* NAD 83(1986) POSITION- 44 59 04.     (N) 097 15 02.     (W)   SCALED
 PR0436* NAVD 88 ORTHO HEIGHT -   537.149 (meters)     1762.30  (feet) ADJUSTED
 PR0436  ______________________________________________________________________
 PR0436  GEOID HEIGHT    -        -25.093 (meters)                     GEOID18
 PR0436  DYNAMIC HEIGHT  -        537.073 (meters)     1762.05  (feet) COMP
 PR0436  MODELED GRAVITY -    980,457.3   (mgal)                       NAVD 88
 PR0436
 PR0436  VERT ORDER      -  SECOND    CLASS 0
 PR0436
 PR0436.The horizontal coordinates were scaled from a map and have
 PR0436.an estimated accuracy of +/- 6 seconds.
 PR0436
 PR0436.The orthometric height was determined by differential leveling and
 PR0436.adjusted by the NATIONAL GEODETIC SURVEY
 PR0436.in June 1991.
 PR0436
 PR0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0436.GEOID18 height accuracy estimate available here.
 PR0436
 PR0436.Click photographs - Photos may exist for this station.
 PR0436
 PR0436.The dynamic height is computed by dividing the NAVD 88
 PR0436.geopotential number by the normal gravity value computed on the
 PR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0436.degrees latitude (g = 980.6199 gals.).
 PR0436
 PR0436.The modeled gravity was interpolated from observed gravity values.
 PR0436
 PR0436;                    North         East    Units  Estimated Accuracy
 PR0436;SPC SD N     -   131,600.      816,790.      MT  (+/- 180 meters Scaled)
 PR0436
 PR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ379827(NAD 83)
 PR0436
 PR0436                          SUPERSEDED SURVEY CONTROL
 PR0436
 PR0436  NGVD 29 (??/??/92)  536.846  (m)         1761.30   (f) ADJ UNCH    2 0
 PR0436
 PR0436.Superseded values are not recommended for survey control.
 PR0436
 PR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0436.See file dsdata.pdf to determine how the superseded data were derived.
 PR0436
 PR0436_MARKER: DB = BENCH MARK DISK
 PR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0436_STAMPING: Z 84 1934
 PR0436_MARK LOGO: CGS
 PR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0436+STABILITY: SURFACE MOTION
 PR0436
 PR0436  HISTORY     - Date     Condition        Report By
 PR0436  HISTORY     - 1934     MONUMENTED       CGS
 PR0436  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0436
 PR0436                          STATION DESCRIPTION
 PR0436
 PR0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0436'3.1 MI W FROM YAHOTA.
 PR0436'ABOUT 3.1 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS
 PR0436'RAILROAD FROM YAHOTA, CODINGTON COUNTY, ABOUT 5 POLES WEST
 PR0436'OF MILEPOST 243, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 PR0436'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 PR0436'STAMPED Z 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PR0436
 PR0436                          STATION RECOVERY (1968)
 PR0436
 PR0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0292 ***********************************************************************
 QQ0292  DESIGNATION -  Z 85
 QQ0292  PID         -  QQ0292
 QQ0292  STATE/COUNTY-  SD/CLARK
 QQ0292  COUNTRY     -  US
 QQ0292  USGS QUAD   -  CROCKER SW (2017)
 QQ0292
 QQ0292                         *CURRENT SURVEY CONTROL
 QQ0292  ______________________________________________________________________
 QQ0292* NAD 83(1986) POSITION- 45 06 33.00   (N) 097 55 04.38   (W)   HD_HELD1
 QQ0292* NAVD 88 ORTHO HEIGHT -   516.573 (meters)     1694.79  (feet) ADJUSTED
 QQ0292  ______________________________________________________________________
 QQ0292  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 QQ0292  DYNAMIC HEIGHT  -        516.512 (meters)     1694.59  (feet) COMP
 QQ0292  MODELED GRAVITY -    980,481.2   (mgal)                       NAVD 88
 QQ0292
 QQ0292  VERT ORDER      -  SECOND    CLASS 0
 QQ0292
 QQ0292.The horizontal coordinates were determined by differentially corrected
 QQ0292.hand held GPS observations or other comparable positioning techniques
 QQ0292.and have an estimated accuracy of +/- 3 meters.
 QQ0292
 QQ0292.The orthometric height was determined by differential leveling and
 QQ0292.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0292.in June 1991.
 QQ0292
 QQ0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0292.GEOID18 height accuracy estimate available here.
 QQ0292
 QQ0292.Click photographs - Photos may exist for this station.
 QQ0292
 QQ0292.The dynamic height is computed by dividing the NAVD 88
 QQ0292.geopotential number by the normal gravity value computed on the
 QQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0292.degrees latitude (g = 980.6199 gals.).
 QQ0292
 QQ0292.The modeled gravity was interpolated from observed gravity values.
 QQ0292
 QQ0292;                    North         East    Units  Estimated Accuracy
 QQ0292;SPC SD N     -   143,880.8     763,828.3     MT  (+/- 3 meters HH1 GPS) 
 QQ0292
 QQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ8512595647(NAD 83)
 QQ0292
 QQ0292                          SUPERSEDED SURVEY CONTROL
 QQ0292
 QQ0292  NGVD 29 (??/??/92)  516.267  (m)         1693.79   (f) ADJ UNCH    2 0
 QQ0292
 QQ0292.Superseded values are not recommended for survey control.
 QQ0292
 QQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0292.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0292
 QQ0292_MARKER: DB = BENCH MARK DISK
 QQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0292_STAMPING: Z 85 1934
 QQ0292_MARK LOGO: CGS
 QQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0292+STABILITY: SURFACE MOTION
 QQ0292
 QQ0292  HISTORY     - Date     Condition        Report By
 QQ0292  HISTORY     - 1934     MONUMENTED       CGS
 QQ0292
 QQ0292                          STATION DESCRIPTION
 QQ0292
 QQ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0292'3.8 MI SE FROM CRANDALL.
 QQ0292'ABOUT 3.8 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS
 QQ0292'RAILROAD FROM THE STATION AT CRANDALL, CLARK COUNTY, ABOUT 5
 QQ0292'POLES NORTHWEST OF MILEPOST 280, AT A PUBLIC-ROAD CROSSING, 36
 QQ0292'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHEAST
 QQ0292'OF THE CENTER LINE OF THE TRACK, 6 FEET SOUTH OF A CATTLE GUARD
 QQ0292'FENCE, AND ABOUT 2.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 QQ0292'STAMPED Z 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0162 ***********************************************************************
 QR0162  DESIGNATION -  Z 87
 QR0162  PID         -  QR0162
 QR0162  STATE/COUNTY-  SD/EDMUNDS
 QR0162  COUNTRY     -  US
 QR0162  USGS QUAD   -  LEOLA SW (2017)
 QR0162
 QR0162                         *CURRENT SURVEY CONTROL
 QR0162  ______________________________________________________________________
 QR0162* NAD 83(1986) POSITION- 45 31 16.     (N) 098 55 29.     (W)   SCALED
 QR0162* NAVD 88 ORTHO HEIGHT -   455.250 (meters)     1493.60  (feet) ADJUSTED
 QR0162  ______________________________________________________________________
 QR0162  GEOID HEIGHT    -        -23.713 (meters)                     GEOID18
 QR0162  DYNAMIC HEIGHT  -        455.217 (meters)     1493.49  (feet) COMP
 QR0162  MODELED GRAVITY -    980,528.2   (mgal)                       NAVD 88
 QR0162
 QR0162  VERT ORDER      -  SECOND    CLASS 0
 QR0162
 QR0162.The horizontal coordinates were scaled from a map and have
 QR0162.an estimated accuracy of +/- 6 seconds.
 QR0162
 QR0162.The orthometric height was determined by differential leveling and
 QR0162.adjusted by the NATIONAL GEODETIC SURVEY
 QR0162.in June 1991.
 QR0162
 QR0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0162.GEOID18 height accuracy estimate available here.
 QR0162
 QR0162.Click photographs - Photos may exist for this station.
 QR0162
 QR0162.The dynamic height is computed by dividing the NAVD 88
 QR0162.geopotential number by the normal gravity value computed on the
 QR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0162.degrees latitude (g = 980.6199 gals.).
 QR0162
 QR0162.The modeled gravity was interpolated from observed gravity values.
 QR0162
 QR0162;                    North         East    Units  Estimated Accuracy
 QR0162;SPC SD N     -   188,110.      684,010.      MT  (+/- 180 meters Scaled)
 QR0162
 QR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR058408(NAD 83)
 QR0162
 QR0162                          SUPERSEDED SURVEY CONTROL
 QR0162
 QR0162  NGVD 29 (??/??/92)  454.924  (m)         1492.53   (f) ADJ UNCH    2 0
 QR0162
 QR0162.Superseded values are not recommended for survey control.
 QR0162
 QR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0162.See file dsdata.pdf to determine how the superseded data were derived.
 QR0162
 QR0162_MARKER: DB = BENCH MARK DISK
 QR0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0162_SP_SET: BOX CULVERT HEADWALL
 QR0162_STAMPING: Z 87 1934
 QR0162_MARK LOGO: CGS
 QR0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0162+STABILITY: SURFACE MOTION
 QR0162
 QR0162  HISTORY     - Date     Condition        Report By
 QR0162  HISTORY     - 1934     MONUMENTED       CGS
 QR0162  HISTORY     - 1970     MARK NOT FOUND   USGS
 QR0162
 QR0162                          STATION DESCRIPTION
 QR0162
 QR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0162'5.2 MI N FROM CRAVENS.
 QR0162'5.2 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE CHICAGO,
 QR0162'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT CRAVEN,
 QR0162'EDMUNDS COUNTY, ABOUT 300 FEET NORTH OF A CROSSROADS, AT A
 QR0162'6- BY 8-FOOT REINFORCED CONCRETE BOX CULVERT, IN THE NORTH END
 QR0162'OF THE EAST CONCRETE HEAD WALL, AND ABOUT 3 FEET HIGHER THAN
 QR0162'THE HIGHWAY.  A STANDARD DISK, STAMPED Z 87 1934.
 QR0162
 QR0162                          STATION RECOVERY (1970)
 QR0162
 QR0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QR0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0195 ***********************************************************************
 QR0195  DESIGNATION -  Z 88
 QR0195  PID         -  QR0195
 QR0195  STATE/COUNTY-  SD/MCPHERSON
 QR0195  COUNTRY     -  US
 QR0195  USGS QUAD   -  PLAINVIEW COLONY NW (2017)
 QR0195
 QR0195                         *CURRENT SURVEY CONTROL
 QR0195  ______________________________________________________________________
 QR0195* NAD 83(1986) POSITION- 45 43 33.     (N) 099 09 43.     (W)   SCALED
 QR0195* NAVD 88 ORTHO HEIGHT -   581.270 (meters)     1907.05  (feet) ADJUSTED
 QR0195  ______________________________________________________________________
 QR0195  GEOID HEIGHT    -        -23.345 (meters)                     GEOID18
 QR0195  DYNAMIC HEIGHT  -        581.219 (meters)     1906.88  (feet) COMP
 QR0195  MODELED GRAVITY -    980,508.7   (mgal)                       NAVD 88
 QR0195
 QR0195  VERT ORDER      -  SECOND    CLASS 0
 QR0195
 QR0195.The horizontal coordinates were scaled from a map and have
 QR0195.an estimated accuracy of +/- 6 seconds.
 QR0195
 QR0195.The orthometric height was determined by differential leveling and
 QR0195.adjusted by the NATIONAL GEODETIC SURVEY
 QR0195.in June 1991.
 QR0195
 QR0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0195.GEOID18 height accuracy estimate available here.
 QR0195
 QR0195.Click photographs - Photos may exist for this station.
 QR0195
 QR0195.The dynamic height is computed by dividing the NAVD 88
 QR0195.geopotential number by the normal gravity value computed on the
 QR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0195.degrees latitude (g = 980.6199 gals.).
 QR0195
 QR0195.The modeled gravity was interpolated from observed gravity values.
 QR0195
 QR0195;                    North         East    Units  Estimated Accuracy
 QR0195;SPC SD N     -   210,650.      665,240.      MT  (+/- 180 meters Scaled)
 QR0195
 QR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR873635(NAD 83)
 QR0195
 QR0195                          SUPERSEDED SURVEY CONTROL
 QR0195
 QR0195  NGVD 29 (??/??/92)  580.883  (m)         1905.78   (f) ADJ UNCH    2 0
 QR0195
 QR0195.Superseded values are not recommended for survey control.
 QR0195
 QR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0195.See file dsdata.pdf to determine how the superseded data were derived.
 QR0195
 QR0195_MARKER: DB = BENCH MARK DISK
 QR0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0195_SP_SET: CULVERT HEADWALL
 QR0195_STAMPING: Z 88 1934
 QR0195_MARK LOGO: CGS
 QR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0195+STABILITY: SURFACE MOTION
 QR0195
 QR0195  HISTORY     - Date     Condition        Report By
 QR0195  HISTORY     - 1934     MONUMENTED       CGS
 QR0195  HISTORY     - 1940     GOOD             CGS
 QR0195
 QR0195                          STATION DESCRIPTION
 QR0195
 QR0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QR0195'11.3 MI W FROM LEOLA.
 QR0195'11.3 MILES WEST ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 QR0195'AT LEOLA, MC PHERSON COUNTY, AT THE FOOT OF AN EAST SLOPE AND
 QR0195'A CURVE TO THE SOUTHEAST, AT A 3-FOOT CONCRETE PIPE CULVERT,
 QR0195'IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL, 17.5
 QR0195'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.6 FEET WEST OF
 QR0195'A WHITE REFERENCE POST, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 QR0195'STANDARD DISK, STAMPED Z 88 1934.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QR0156 ***********************************************************************
 QR0156  DESIGNATION -  Z 89
 QR0156  PID         -  QR0156
 QR0156  STATE/COUNTY-  SD/BROWN
 QR0156  COUNTRY     -  US
 QR0156  USGS QUAD   -  RICHMOND NE (2017)
 QR0156
 QR0156                         *CURRENT SURVEY CONTROL
 QR0156  ______________________________________________________________________
 QR0156* NAD 83(1986) POSITION- 45 44 08.06   (N) 098 36 04.04   (W)   HD_HELD1
 QR0156* NAVD 88 ORTHO HEIGHT -   433.652 (meters)     1422.74  (feet) ADJUSTED
 QR0156  ______________________________________________________________________
 QR0156  GEOID HEIGHT    -        -24.211 (meters)                     GEOID18
 QR0156  DYNAMIC HEIGHT  -        433.632 (meters)     1422.67  (feet) COMP
 QR0156  MODELED GRAVITY -    980,555.4   (mgal)                       NAVD 88
 QR0156
 QR0156  VERT ORDER      -  SECOND    CLASS 0
 QR0156
 QR0156.The horizontal coordinates were determined by differentially corrected
 QR0156.hand held GPS observations or other comparable positioning techniques
 QR0156.and have an estimated accuracy of +/- 3 meters.
 QR0156
 QR0156.The orthometric height was determined by differential leveling and
 QR0156.adjusted by the NATIONAL GEODETIC SURVEY
 QR0156.in June 1991.
 QR0156
 QR0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 QR0156.GEOID18 height accuracy estimate available here.
 QR0156
 QR0156.Click photographs - Photos may exist for this station.
 QR0156
 QR0156.The dynamic height is computed by dividing the NAVD 88
 QR0156.geopotential number by the normal gravity value computed on the
 QR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0156.degrees latitude (g = 980.6199 gals.).
 QR0156
 QR0156.The modeled gravity was interpolated from observed gravity values.
 QR0156
 QR0156;                    North         East    Units  Estimated Accuracy
 QR0156;SPC SD N     -   212,330.9     708,872.4     MT  (+/- 3 meters HH1 GPS) 
 QR0156
 QR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3103264745(NAD 83)
 QR0156
 QR0156                          SUPERSEDED SURVEY CONTROL
 QR0156
 QR0156  NGVD 29 (??/??/92)  433.331  (m)         1421.69   (f) ADJ UNCH    2 0
 QR0156
 QR0156.Superseded values are not recommended for survey control.
 QR0156
 QR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0156.See file dsdata.pdf to determine how the superseded data were derived.
 QR0156
 QR0156_MARKER: DB = BENCH MARK DISK
 QR0156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QR0156_SP_SET: HEADWALL
 QR0156_STAMPING: Z 89 1934
 QR0156_MARK LOGO: CGS
 QR0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 QR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0156+STABILITY: SURFACE MOTION
 QR0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QR0156+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 QR0156
 QR0156  HISTORY     - Date     Condition        Report By
 QR0156  HISTORY     - 1934     MONUMENTED       CGS
 QR0156  HISTORY     - 19970508 GOOD             NGS
 QR0156
 QR0156                          STATION DESCRIPTION
 QR0156
 QR0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0156'5.4 MI W FROM BARNARD.
 QR0156'5.4 MILES WEST ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL
 QR0156'AT BARNARD, BROWN COUNTY, AT A SECTION CORNER AND THE JUNCTION
 QR0156'OF A GRAVEL ROAD LEADING NORTH, 30 FEET SOUTH OF THE CENTERLINE
 QR0156'OF THE HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF THE ROAD,
 QR0156'AT A 2-FOOT CONCRETE PIPE CULVERT UNDER A ROAD LEADING SOUTH,
 QR0156'IN THE CENTER OF THE TOP OF THE WEST HEADWALL, AND ABOUT 1 FOOT
 QR0156'ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED Z 89 1934.
 QR0156
 QR0156                          STATION RECOVERY (1997)
 QR0156
 QR0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QR0156'22.5 KM (14.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE NORTH
 QR0156'DAKOTA - SOUTH DAKOTA STATE LINE 11.5 KM (7.15 MI) NORTH OF FREDERICK,
 QR0156'THENCE 6.5 KM (4.05 MI) WESTERLY ALONG COUNTY ROAD 7, IN TOP OF AND
 QR0156'0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE WEST COMCRETE HEADWALL OF
 QR0156'A CULVERT UNDER COUNTY ROAD 6, 9.6 M (31.5 FT) SOUTH OF THE ROAD
 QR0156'CENTER, 7.0 M (23.0 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND
 QR0156'6.4 M (21.0 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF COUNTY ROAD
 QR0156'6.  NOTE--THE DISK HAS HIT BY A GRADER AND THE STAMPING IS VERY DIM.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 OS0442 ***********************************************************************
 OS0442  DESIGNATION -  Z 9
 OS0442  PID         -  OS0442
 OS0442  STATE/COUNTY-  SD/JACKSON
 OS0442  COUNTRY     -  US
 OS0442  USGS QUAD   -  KADOKA (2017)
 OS0442
 OS0442                         *CURRENT SURVEY CONTROL
 OS0442  ______________________________________________________________________
 OS0442* NAD 83(1986) POSITION- 43 49 29.81   (N) 101 31 20.09   (W)   HD_HELD1
 OS0442* NAVD 88 ORTHO HEIGHT -   747.506 (meters)     2452.44  (feet) ADJUSTED
 OS0442  ______________________________________________________________________
 OS0442  GEOID HEIGHT    -        -21.569 (meters)                     GEOID18
 OS0442  DYNAMIC HEIGHT  -        747.264 (meters)     2451.65  (feet) COMP
 OS0442  MODELED GRAVITY -    980,270.4   (mgal)                       NAVD 88
 OS0442
 OS0442  VERT ORDER      -  FIRST     CLASS II
 OS0442
 OS0442.The horizontal coordinates were determined by differentially corrected
 OS0442.hand held GPS observations or other comparable positioning techniques
 OS0442.and have an estimated accuracy of +/- 3 meters.
 OS0442
 OS0442.The orthometric height was determined by differential leveling and
 OS0442.adjusted by the NATIONAL GEODETIC SURVEY
 OS0442.in June 1991.
 OS0442
 OS0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 OS0442.GEOID18 height accuracy estimate available here.
 OS0442
 OS0442.Click photographs - Photos may exist for this station.
 OS0442
 OS0442.The dynamic height is computed by dividing the NAVD 88
 OS0442.geopotential number by the normal gravity value computed on the
 OS0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OS0442.degrees latitude (g = 980.6199 gals.).
 OS0442
 OS0442.The modeled gravity was interpolated from observed gravity values.
 OS0442
 OS0442;                    North         East    Units  Estimated Accuracy
 OS0442;SPC SD S     -   166,390.7     504,373.4     MT  (+/- 3 meters HH1 GPS) 
 OS0442
 OS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKP9718455522(NAD 83)
 OS0442
 OS0442                          SUPERSEDED SURVEY CONTROL
 OS0442
 OS0442  NGVD 29 (??/??/92)  747.051  (m)         2450.95   (f) ADJ UNCH    1 2
 OS0442
 OS0442.Superseded values are not recommended for survey control.
 OS0442
 OS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OS0442.See file dsdata.pdf to determine how the superseded data were derived.
 OS0442
 OS0442_MARKER: DB = BENCH MARK DISK
 OS0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OS0442_STAMPING: 2450.950 Z 9 1925
 OS0442_MARK LOGO: CGS
 OS0442_PROJECTION: PROJECTING 3 CENTIMETERS
 OS0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OS0442+STABILITY: SURFACE MOTION
 OS0442
 OS0442  HISTORY     - Date     Condition        Report By
 OS0442  HISTORY     - 1925     MONUMENTED       CGS
 OS0442  HISTORY     - 1962     MARK NOT FOUND   CGS
 OS0442
 OS0442                          STATION DESCRIPTION
 OS0442
 OS0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OS0442'0.8 MI SW FROM KADOKA.
 OS0442'3/4 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OS0442'PACIFIC RAILROAD FROM KADOKA, JACKSON COUNTY, AT THE CROSSING
 OS0442'OF STATE HIGHWAY 73, 81 FEET NORTHEAST OF THE CENTER OF THE
 OS0442'CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 39 FEET
 OS0442'NORTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET SOUTH OF THE
 OS0442'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2450.950 Z 9 1925
 OS0442'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 OS0442'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QQ0260 ***********************************************************************
 QQ0260  DESIGNATION -  Z 91
 QQ0260  PID         -  QQ0260
 QQ0260  STATE/COUNTY-  SD/DAY
 QQ0260  COUNTRY     -  US
 QQ0260  USGS QUAD   -  ANDOVER (2017)
 QQ0260
 QQ0260                         *CURRENT SURVEY CONTROL
 QQ0260  ______________________________________________________________________
 QQ0260* NAD 83(1986) POSITION- 45 24 52.     (N) 097 53 36.     (W)   SCALED
 QQ0260* NAVD 88 ORTHO HEIGHT -   452.756 (meters)     1485.42  (feet) ADJUSTED
 QQ0260  ______________________________________________________________________
 QQ0260  GEOID HEIGHT    -        -24.874 (meters)                     GEOID18
 QQ0260  DYNAMIC HEIGHT  -        452.718 (meters)     1485.29  (feet) COMP
 QQ0260  MODELED GRAVITY -    980,516.8   (mgal)                       NAVD 88
 QQ0260
 QQ0260  VERT ORDER      -  SECOND    CLASS 0
 QQ0260
 QQ0260.The horizontal coordinates were scaled from a map and have
 QQ0260.an estimated accuracy of +/- 6 seconds.
 QQ0260
 QQ0260.The orthometric height was determined by differential leveling and
 QQ0260.adjusted by the NATIONAL GEODETIC SURVEY
 QQ0260.in June 1991.
 QQ0260
 QQ0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 QQ0260.GEOID18 height accuracy estimate available here.
 QQ0260
 QQ0260.Click photographs - Photos may exist for this station.
 QQ0260
 QQ0260.The dynamic height is computed by dividing the NAVD 88
 QQ0260.geopotential number by the normal gravity value computed on the
 QQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0260.degrees latitude (g = 980.6199 gals.).
 QQ0260
 QQ0260.The modeled gravity was interpolated from observed gravity values.
 QQ0260
 QQ0260;                    North         East    Units  Estimated Accuracy
 QQ0260;SPC SD N     -   177,850.      764,880.      MT  (+/- 180 meters Scaled)
 QQ0260
 QQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR865295(NAD 83)
 QQ0260
 QQ0260                          SUPERSEDED SURVEY CONTROL
 QQ0260
 QQ0260  NGVD 29 (??/??/92)  452.471  (m)         1484.48   (f) ADJ UNCH    2 0
 QQ0260
 QQ0260.Superseded values are not recommended for survey control.
 QQ0260
 QQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0260.See file dsdata.pdf to determine how the superseded data were derived.
 QQ0260
 QQ0260_MARKER: DB = BENCH MARK DISK
 QQ0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0260_SP_SET: BOX CATTLE PASS
 QQ0260_STAMPING: Z 91 1934
 QQ0260_MARK LOGO: CGS
 QQ0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0260
 QQ0260  HISTORY     - Date     Condition        Report By
 QQ0260  HISTORY     - 1934     MONUMENTED       CGS
 QQ0260  HISTORY     - 19970311 MARK NOT FOUND   NGS
 QQ0260
 QQ0260                          STATION DESCRIPTION
 QQ0260
 QQ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0260'0.7 MI NE FROM ANDOVER.
 QQ0260'ABOUT 0.7 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QQ0260'AND PACIFIC RAILROAD FROM THE DRUG STORE AT ANDOVER, DAY COUNTY,
 QQ0260'AT THE JUNCTION OF THE MAIN LINE WITH THE LINE LEADING TO
 QQ0260'COGSWELL, ABOUT 200 FEET EAST OF THE CROSSING OF U.S. HIGHWAY
 QQ0260'12 AND THE EAST SIDE OF TH WYE, AT A 10- BY 10-FOOT REINFORCED
 QQ0260'CONCRETE BOX CATTLE PASS, IN THE CENTER OF THE NORTH CONCRETE
 QQ0260'HEAD WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 QQ0260'DISK, STAMPED Z 91 1934.
 QQ0260
 QQ0260                          STATION RECOVERY (1997)
 QQ0260
 QQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0260'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0355 ***********************************************************************
 PR0355  DESIGNATION -  Z 93 RESET
 PR0355  PID         -  PR0355
 PR0355  STATE/COUNTY-  SD/DEUEL
 PR0355  COUNTRY     -  US
 PR0355  USGS QUAD   -  ESTELLINE SE (2017)
 PR0355
 PR0355                         *CURRENT SURVEY CONTROL
 PR0355  ______________________________________________________________________
 PR0355* NAD 83(1986) POSITION- 44 34 22.     (N) 096 49 11.     (W)   SCALED
 PR0355* NAVD 88 ORTHO HEIGHT -   538.92  (meters)     1768.1   (feet) RESET
 PR0355  ______________________________________________________________________
 PR0355  GEOID HEIGHT    -        -25.002 (meters)                     GEOID18
 PR0355  VERT ORDER      -  THIRD
 PR0355
 PR0355.The horizontal coordinates were scaled from a map and have
 PR0355.an estimated accuracy of +/- 6 seconds.
 PR0355
 PR0355.The orthometric height was computed from unverified reset data.
 PR0355
 PR0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0355.GEOID18 height accuracy estimate available here.
 PR0355
 PR0355.Click photographs - Photos may exist for this station.
 PR0355
 PR0355;                    North         East    Units  Estimated Accuracy
 PR0355;SPC SD N     -    87,130.      852,540.      MT  (+/- 180 meters Scaled)
 PR0355
 PR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ731378(NAD 83)
 PR0355
 PR0355                          SUPERSEDED SURVEY CONTROL
 PR0355
 PR0355.No superseded survey control is available for this station.
 PR0355
 PR0355_MARKER: DB = BENCH MARK DISK
 PR0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0355_STAMPING: Z 93 RESET 1948
 PR0355_MARK LOGO: CGS
 PR0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0355+STABILITY: SURFACE MOTION
 PR0355
 PR0355  HISTORY     - Date     Condition        Report By
 PR0355  HISTORY     - 1948     MONUMENTED       SDHD
 PR0355  HISTORY     - 1968     MARK NOT FOUND   USGS
 PR0355
 PR0355                          STATION DESCRIPTION
 PR0355
 PR0355'DESCRIBED BY SOUTH DAKOTA HIGHWAY DEPARTMENT 1948
 PR0355'4.1 MI E FROM ESTELLINE.
 PR0355'IN DEUEL COUNTY, 4.1 MILES EAST ALONG STATE HIGHWAY 28 FROM THE
 PR0355'CHICAGO AND NORTH WESTERN RAILWAY STATION AT ESTELLINE, HAMLIN
 PR0355'COUNTY, 76 FEET WEST OF A 24-INCH CONCRETE-PIPE CULVERT, AND
 PR0355'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 PR0355'DISK, STAMPED Z 93 RESET 1948 AND SET IN THE TOP OF A CONCRETE
 PR0355'POST PROJECTING 4 INCHES ABOVE GROUND.
 PR0355
 PR0355                          STATION RECOVERY (1968)
 PR0355
 PR0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PR0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0505 ***********************************************************************
 PR0505  DESIGNATION -  Z 94
 PR0505  PID         -  PR0505
 PR0505  STATE/COUNTY-  SD/KINGSBURY
 PR0505  COUNTRY     -  US
 PR0505  USGS QUAD   -  LAKE PRESTON EAST (2017)
 PR0505
 PR0505                         *CURRENT SURVEY CONTROL
 PR0505  ______________________________________________________________________
 PR0505* NAD 83(1986) POSITION- 44 22 07.     (N) 097 17 22.     (W)   SCALED
 PR0505* NAVD 88 ORTHO HEIGHT -   519.790 (meters)     1705.34  (feet) ADJUSTED
 PR0505  ______________________________________________________________________
 PR0505  GEOID HEIGHT    -        -25.147 (meters)                     GEOID18
 PR0505  DYNAMIC HEIGHT  -        519.690 (meters)     1705.02  (feet) COMP
 PR0505  MODELED GRAVITY -    980,409.6   (mgal)                       NAVD 88
 PR0505
 PR0505  VERT ORDER      -  SECOND    CLASS 0
 PR0505
 PR0505.The horizontal coordinates were scaled from a map and have
 PR0505.an estimated accuracy of +/- 6 seconds.
 PR0505
 PR0505.The orthometric height was determined by differential leveling and
 PR0505.adjusted by the NATIONAL GEODETIC SURVEY
 PR0505.in June 1991.
 PR0505
 PR0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0505.GEOID18 height accuracy estimate available here.
 PR0505
 PR0505.Click photographs - Photos may exist for this station.
 PR0505
 PR0505.The dynamic height is computed by dividing the NAVD 88
 PR0505.geopotential number by the normal gravity value computed on the
 PR0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0505.degrees latitude (g = 980.6199 gals.).
 PR0505
 PR0505.The modeled gravity was interpolated from observed gravity values.
 PR0505
 PR0505;                    North         East    Units  Estimated Accuracy
 PR0505;SPC SD N     -    63,100.      816,020.      MT  (+/- 180 meters Scaled)
 PR0505
 PR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPQ362142(NAD 83)
 PR0505
 PR0505                          SUPERSEDED SURVEY CONTROL
 PR0505
 PR0505  NGVD 29 (??/??/92)  519.506  (m)         1704.41   (f) ADJ UNCH    2 0
 PR0505
 PR0505.Superseded values are not recommended for survey control.
 PR0505
 PR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0505.See file dsdata.pdf to determine how the superseded data were derived.
 PR0505
 PR0505_MARKER: DB = BENCH MARK DISK
 PR0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0505_STAMPING: Z 94 1934
 PR0505_MARK LOGO: CGS
 PR0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0505+STABILITY: SURFACE MOTION
 PR0505
 PR0505  HISTORY     - Date     Condition        Report By
 PR0505  HISTORY     - 1934     MONUMENTED       CGS
 PR0505  HISTORY     - 1966     POOR             USGS
 PR0505
 PR0505                          STATION DESCRIPTION
 PR0505
 PR0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PR0505'4.4 MI E FROM LAKE PRESTON.
 PR0505'4.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PR0505'THE STATION AT LAKE PRESTON, KINGSBURY COUNTY, 12 POLES EAST OF
 PR0505'MILEPOST 317, 100 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 PR0505'28 FEET EAST OF THE CENTER LINE OF A ROAD, 2 FEET WEST OF A
 PR0505'JUNCTION IN THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN
 PR0505'THE RAIL.  A STANDARD DISK, STAMPED Z 94 1934 AND SET IN THE
 PR0505'TOP OF A CONCRETE POST.  NOTE-- 1966-REPORT BM IS LEANING AND
 PR0505'ONE CORNER HAS BEEN BROKEN OFF.
 PR0505
 PR0505                          STATION RECOVERY (1966)
 PR0505
 PR0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PR0505'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PR0084 ***********************************************************************
 PR0084  DESIGNATION -  Z 95
 PR0084  PID         -  PR0084
 PR0084  STATE/COUNTY-  SD/BROOKINGS
 PR0084  COUNTRY     -  US
 PR0084  USGS QUAD   -  ELKTON (2017)
 PR0084
 PR0084                         *CURRENT SURVEY CONTROL
 PR0084  ______________________________________________________________________
 PR0084* NAD 83(1986) POSITION- 44 14 25.     (N) 096 29 27.     (W)   SCALED
 PR0084* NAVD 88 ORTHO HEIGHT -   531.765 (meters)     1744.63  (feet) ADJUSTED
 PR0084  ______________________________________________________________________
 PR0084  GEOID HEIGHT    -        -25.768 (meters)                     GEOID18
 PR0084  DYNAMIC HEIGHT  -        531.656 (meters)     1744.27  (feet) COMP
 PR0084  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 PR0084
 PR0084  VERT ORDER      -  SECOND    CLASS 0
 PR0084
 PR0084.The horizontal coordinates were scaled from a map and have
 PR0084.an estimated accuracy of +/- 6 seconds.
 PR0084
 PR0084.The orthometric height was determined by differential leveling and
 PR0084.adjusted by the NATIONAL GEODETIC SURVEY
 PR0084.in June 1991.
 PR0084
 PR0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 PR0084.GEOID18 height accuracy estimate available here.
 PR0084
 PR0084.Click photographs - Photos may exist for this station.
 PR0084
 PR0084.The dynamic height is computed by dividing the NAVD 88
 PR0084.geopotential number by the normal gravity value computed on the
 PR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0084.degrees latitude (g = 980.6199 gals.).
 PR0084
 PR0084.The modeled gravity was interpolated from observed gravity values.
 PR0084
 PR0084;                    North         East    Units  Estimated Accuracy
 PR0084;SPC SD N     -    51,300.      880,240.      MT  (+/- 180 meters Scaled)
 PR0084
 PR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ003016(NAD 83)
 PR0084
 PR0084                          SUPERSEDED SURVEY CONTROL
 PR0084
 PR0084  NGVD 29 (??/??/92)  531.508  (m)         1743.79   (f) ADJ UNCH    2 0
 PR0084
 PR0084.Superseded values are not recommended for survey control.
 PR0084
 PR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0084.See file dsdata.pdf to determine how the superseded data were derived.
 PR0084
 PR0084_MARKER: DB = BENCH MARK DISK
 PR0084_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0084+WITH SETTING: PAVEMENT
 PR0084_SP_SET: SIGNAL BASE
 PR0084_STAMPING: Z 95 1934
 PR0084_MARK LOGO: CGS
 PR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0084+STABILITY: SURFACE MOTION
 PR0084
 PR0084  HISTORY     - Date     Condition        Report By
 PR0084  HISTORY     - 1934     MONUMENTED       CGS
 PR0084  HISTORY     - 1976     GOOD             MNHD
 PR0084
 PR0084                          STATION DESCRIPTION
 PR0084
 PR0084'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0084'IN ELKTON.
 PR0084'IT IS LOCATED 509.0 FEET WESTERLY ALONG SOUTH DAKOTA HIGHWAY 13
 PR0084'FROM THE CROSSING OF SOUTH DAKOTA HIGHWAY 13, THE CHICAGO AND
 PR0084'NORTHWESTERN RAILROAD AND THE CHICAGO ROCK ISLAND AND PACIFIC
 PR0084'RAILROAD IN ELKTON.  IT IS 251.0 FEET NORTH OF HIGHWAY 13, 7.0
 PR0084'FEET SOUTH OF AND ABOUT LEVEL WITH THE SOUTH RAIL OF THE CHICAGO
 PR0084'AND NORTHWESTERN RAILROAD, 41.2 FEET NORTH OF A CORNER FENCE
 PR0084'POST (3 INCH IRON PIPE) 13.3 FEET EAST-NORTHEAST OF A CONCRETE 4
 PR0084'INCH BY 4 INCH WHISTLE POST, 73.2 FEET EAST-NORTHEAST OF A
 PR0084'TELEGRAPH POLE, AND 85.0 FEET WEST-NORTHWEST OF ANOTHER TELEGRAPH
 PR0084'POLE.  IT IS SET IN THE NORTHEAST CORNER OF A 2.5 FEET BY 2 FEET
 PR0084'CONCRETE BASE FOR A RAILROAD SIGNAL.  THE RAILROAD SIGNAL IS
 PR0084'APPROXIMATELY 600 WEST OF THE CROSSING OF THE TWO RAILROADS AND
 PR0084'HIGHWAY 13.  SEC 17, T109N, R 46W.  LATITUDE 44 DEG - 14.4 MIN
 PR0084'LONGITUDE 96 DEG - 29.4 MIN
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2406 ***********************************************************************
 PU2406  DESIGNATION -  ZEAL 2
 PU2406  PID         -  PU2406
 PU2406  STATE/COUNTY-  SD/MEADE
 PU2406  COUNTRY     -  US
 PU2406  USGS QUAD   -  AVANCE SE (2017)
 PU2406
 PU2406                         *CURRENT SURVEY CONTROL
 PU2406  ______________________________________________________________________
 PU2406* NAD 83(1986) POSITION- 44 49 03.     (N) 102 03 08.     (W)   SCALED
 PU2406* NAVD 88 ORTHO HEIGHT -   725.261 (meters)     2379.46  (feet) ADJUSTED
 PU2406  ______________________________________________________________________
 PU2406  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 PU2406  DYNAMIC HEIGHT  -        725.106 (meters)     2378.95  (feet) COMP
 PU2406  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 PU2406
 PU2406  VERT ORDER      -  FIRST     CLASS II
 PU2406
 PU2406.The horizontal coordinates were scaled from a map and have
 PU2406.an estimated accuracy of +/- 6 seconds.
 PU2406
 PU2406.The orthometric height was determined by differential leveling and
 PU2406.adjusted by the NATIONAL GEODETIC SURVEY
 PU2406.in July 1998.
 PU2406
 PU2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2406.GEOID18 height accuracy estimate available here.
 PU2406
 PU2406.Click photographs - Photos may exist for this station.
 PU2406
 PU2406.The dynamic height is computed by dividing the NAVD 88
 PU2406.geopotential number by the normal gravity value computed on the
 PU2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2406.degrees latitude (g = 980.6199 gals.).
 PU2406
 PU2406.The modeled gravity was interpolated from observed gravity values.
 PU2406
 PU2406;                    North         East    Units  Estimated Accuracy
 PU2406;SPC SD N     -   111,420.      437,700.      MT  (+/- 180 meters Scaled)
 PU2406
 PU2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330669(NAD 83)
 PU2406
 PU2406                          SUPERSEDED SURVEY CONTROL
 PU2406
 PU2406  NGVD 29 (04/17/07)  724.81   (m)         2378.0    (f) RESET       3  
 PU2406
 PU2406.Superseded values are not recommended for survey control.
 PU2406
 PU2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2406.See file dsdata.pdf to determine how the superseded data were derived.
 PU2406
 PU2406_MARKER: DH = HORIZONTAL CONTROL DISK
 PU2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2406_STAMPING: ZEAL 2 1988
 PU2406_MARK LOGO: NGS
 PU2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2406+STABILITY: SURFACE MOTION
 PU2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2406+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2406
 PU2406  HISTORY     - Date     Condition        Report By
 PU2406  HISTORY     - 1988     MONUMENTED       NGS
 PU2406  HISTORY     - 19960711 GOOD             NGS
 PU2406
 PU2406                          STATION DESCRIPTION
 PU2406
 PU2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2406'22.7 KM (14.10 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2406'WITH STATE HIGHWAY 34 AT HOWES, 45.4 M (148.9 FT) EAST FROM THE
 PU2406'CENTER OF 73, 4.27 M (13.8 FT) EAST FROM A FENCE, 0.3 M (1.0 FT)
 PU2406'NORTH FROM A WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 PU2406'PROJECTS 0.15 M (0.5 FT).
 PU2406'0.4 KM (0.25 MI) SOUTH OF BENCH MARK Z 125.
 PU2406
 PU2406                          STATION RECOVERY (1996)
 PU2406
 PU2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2406'22.8 KM (14.15 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2406'OF STATE HIGHWAY 34 IN HOWES, 164.0 M (538.1 FT) NORTH OF MILEPOST
 PU2406'160, 45.4 M (148.9 FT) EAST OF THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT)
 PU2406'EAST OF A T-FENCE CORNER, 4.2 M (13.8 FT) WEST OF REFERENCE MARK 3,
 PU2406'3.7 M (12.1 FT) EAST OF REFERENCE MARK 4, 3.0 M (9.8 FT) ABOVE THE
 PU2406'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M
 PU2406'(1.0 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2406'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2407 ***********************************************************************
 PU2407  DESIGNATION -  ZEAL 2 RM 3
 PU2407  PID         -  PU2407
 PU2407  STATE/COUNTY-  SD/MEADE
 PU2407  COUNTRY     -  US
 PU2407  USGS QUAD   -  AVANCE SE (2017)
 PU2407
 PU2407                         *CURRENT SURVEY CONTROL
 PU2407  ______________________________________________________________________
 PU2407* NAD 83(1986) POSITION- 44 49 03.     (N) 102 03 07.     (W)   SCALED
 PU2407* NAVD 88 ORTHO HEIGHT -   725.143 (meters)     2379.07  (feet) ADJUSTED
 PU2407  ______________________________________________________________________
 PU2407  GEOID HEIGHT    -        -19.711 (meters)                     GEOID18
 PU2407  DYNAMIC HEIGHT  -        724.988 (meters)     2378.56  (feet) COMP
 PU2407  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 PU2407
 PU2407  VERT ORDER      -  FIRST     CLASS II
 PU2407
 PU2407.The horizontal coordinates were scaled from a map and have
 PU2407.an estimated accuracy of +/- 6 seconds.
 PU2407
 PU2407.The orthometric height was determined by differential leveling and
 PU2407.adjusted by the NATIONAL GEODETIC SURVEY
 PU2407.in July 1998.
 PU2407
 PU2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2407.GEOID18 height accuracy estimate available here.
 PU2407
 PU2407.Click photographs - Photos may exist for this station.
 PU2407
 PU2407.The dynamic height is computed by dividing the NAVD 88
 PU2407.geopotential number by the normal gravity value computed on the
 PU2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2407.degrees latitude (g = 980.6199 gals.).
 PU2407
 PU2407.The modeled gravity was interpolated from observed gravity values.
 PU2407
 PU2407;                    North         East    Units  Estimated Accuracy
 PU2407;SPC SD N     -   111,420.      437,720.      MT  (+/- 180 meters Scaled)
 PU2407
 PU2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330669(NAD 83)
 PU2407
 PU2407                          SUPERSEDED SURVEY CONTROL
 PU2407
 PU2407  NGVD 29 (04/17/07)  724.70   (m)         2377.6    (f) RESET       3  
 PU2407
 PU2407.Superseded values are not recommended for survey control.
 PU2407
 PU2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2407.See file dsdata.pdf to determine how the superseded data were derived.
 PU2407
 PU2407_MARKER: DR = REFERENCE MARK DISK
 PU2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2407_STAMPING: ZEAL 2 NO 3 1988
 PU2407_MARK LOGO: NGS
 PU2407_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2407+STABILITY: SURFACE MOTION
 PU2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2407+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2407
 PU2407  HISTORY     - Date     Condition        Report By
 PU2407  HISTORY     - 1988     MONUMENTED       NGS
 PU2407  HISTORY     - 19960711 GOOD             NGS
 PU2407
 PU2407                          STATION DESCRIPTION
 PU2407
 PU2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2407'22.7 KM (14.10 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2407'WITH STATE HIGHWAY 34 AT HOWES, 49.68 M (163.0 FT) EAST FROM THE
 PU2407'CENTER OF 73,  8.66 M (28.2 FT) EAST FROM A FENCE, 0.3 M (1.0 FT)
 PU2407'NORTH FROM A FENCE SET IN THE TOP OF A CONCRETE POST THAT
 PU2407'PROJECTS 0.15 M (0.5 FT).
 PU2407
 PU2407                          STATION RECOVERY (1996)
 PU2407
 PU2407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2407'22.8 KM (14.15 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2407'OF STATE HIGHWAY 34 IN HOWES, 164.0 M (538.1 FT) NORTH OF MILEPOST
 PU2407'160, 49.6 M (162.7 FT) EAST OF THE HIGHWAY CENTERLINE, 8.4 M (27.6 FT)
 PU2407'EAST OF A T-FENCE CORNER, 4.2 M (13.8 FT) EAST OF TRIANGULATION
 PU2407'STATION ZEAL 2, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 PU2407'(1.0 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 PU2407'SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2405 ***********************************************************************
 PU2405  DESIGNATION -  ZEAL 2 RM 4
 PU2405  PID         -  PU2405
 PU2405  STATE/COUNTY-  SD/MEADE
 PU2405  COUNTRY     -  US
 PU2405  USGS QUAD   -  AVANCE SE (2017)
 PU2405
 PU2405                         *CURRENT SURVEY CONTROL
 PU2405  ______________________________________________________________________
 PU2405* NAD 83(1986) POSITION- 44 49 04.     (N) 102 03 08.     (W)   SCALED
 PU2405* NAVD 88 ORTHO HEIGHT -   725.396 (meters)     2379.90  (feet) ADJUSTED
 PU2405  ______________________________________________________________________
 PU2405  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 PU2405  DYNAMIC HEIGHT  -        725.240 (meters)     2379.39  (feet) COMP
 PU2405  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 PU2405
 PU2405  VERT ORDER      -  FIRST     CLASS II
 PU2405
 PU2405.The horizontal coordinates were scaled from a map and have
 PU2405.an estimated accuracy of +/- 6 seconds.
 PU2405
 PU2405.The orthometric height was determined by differential leveling and
 PU2405.adjusted by the NATIONAL GEODETIC SURVEY
 PU2405.in July 1998.
 PU2405
 PU2405.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2405.GEOID18 height accuracy estimate available here.
 PU2405
 PU2405.Click photographs - Photos may exist for this station.
 PU2405
 PU2405.The dynamic height is computed by dividing the NAVD 88
 PU2405.geopotential number by the normal gravity value computed on the
 PU2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PU2405.degrees latitude (g = 980.6199 gals.).
 PU2405
 PU2405.The modeled gravity was interpolated from observed gravity values.
 PU2405
 PU2405;                    North         East    Units  Estimated Accuracy
 PU2405;SPC SD N     -   111,450.      437,700.      MT  (+/- 180 meters Scaled)
 PU2405
 PU2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGK330669(NAD 83)
 PU2405
 PU2405                          SUPERSEDED SURVEY CONTROL
 PU2405
 PU2405  NGVD 29 (04/17/07)  724.94   (m)         2378.4    (f) RESET       3  
 PU2405
 PU2405.Superseded values are not recommended for survey control.
 PU2405
 PU2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2405.See file dsdata.pdf to determine how the superseded data were derived.
 PU2405
 PU2405_MARKER: DR = REFERENCE MARK DISK
 PU2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2405_STAMPING: ZEAL 2 NO 4 1988
 PU2405_MARK LOGO: NGS
 PU2405_PROJECTION: FLUSH
 PU2405_MAGNETIC: N = NO MAGNETIC MATERIAL
 PU2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2405+STABILITY: SURFACE MOTION
 PU2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PU2405+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 PU2405
 PU2405  HISTORY     - Date     Condition        Report By
 PU2405  HISTORY     - 1988     MONUMENTED       NGS
 PU2405  HISTORY     - 19960711 GOOD             NGS
 PU2405
 PU2405                          STATION DESCRIPTION
 PU2405
 PU2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PU2405'22.7 KM (14.10 MI) NORTH ALONG STATE HIGHWAY 73 FROM ITS JUNCTION
 PU2405'WITH STATE HIGHWAY 34 AT HOWES, 41.76 M (137.0 FT) EAST FROM THE
 PU2405'CENTER OF 73, 0.61 M (2.0 FT) EAST FROM A FENCE, 0.3 M (1.0 FT)
 PU2405'NORTH FROM A FENCE, SET IN THE TOP OF A CONCRETE POST
 PU2405'THAT PROJECTS 0.15 M (0.5 FT).
 PU2405
 PU2405                          STATION RECOVERY (1996)
 PU2405
 PU2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 PU2405'22.8 KM (14.15 MI) NORTHERLY ALONG STATE HIGHWAY 73 FROM THE JUNCTION
 PU2405'OF STATE HIGHWAY 34 IN HOWES, 164.0 M (538.1 FT) NORTH OF MILEPOST
 PU2405'160, 41.8 M (137.1 FT) EAST OF THE HIGHWAY CENTERLINE, 3.7 M (12.1 FT)
 PU2405'WEST OF TRIANGULATION STATION ZEAL 2, 3.0 M (9.8 FT) ABOVE THE LEVEL
 PU2405'OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTHEAST OF A WITNESS POST, 0.5 M (1.6
 PU2405'FT) EAST OF A T-FENCE CORNER, 0.2 M (0.7 FT) NORTH OF A FENCE, AND THE
 PU2405'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0655 ***********************************************************************
 PS0655  DESIGNATION -  ZELL
 PS0655  PID         -  PS0655
 PS0655  STATE/COUNTY-  SD/FAULK
 PS0655  COUNTRY     -  US
 PS0655  USGS QUAD   -  ROCKHAM (2017)
 PS0655
 PS0655                         *CURRENT SURVEY CONTROL
 PS0655  ______________________________________________________________________
 PS0655* NAD 83(1996) POSITION- 44 59 01.45744(N) 098 49 30.11297(W)   ADJUSTED
 PS0655* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 PS0655  ______________________________________________________________________
 PS0655  GEOID HEIGHT    -        -24.113 (meters)                     GEOID18
 PS0655  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 PS0655  HORZ ORDER      -  FIRST
 PS0655
 PS0655.The horizontal coordinates were established by classical geodetic methods
 PS0655.and adjusted by the National Geodetic Survey in January 1998.
 PS0655
 PS0655.The orthometric height was scaled from a topographic map.
 PS0655
 PS0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0655.GEOID18 height accuracy estimate available here.
 PS0655
 PS0655.Click photographs - Photos may exist for this station.
 PS0655
 PS0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0655
 PS0655. The following values were computed from the NAD 83(1996) position.
 PS0655
 PS0655;                    North         East     Units Scale Factor Converg.
 PS0655;SPC SD N     -   128,507.986   692,659.927   MT  0.99993980   +0 49 53.7
 PS0655;SPC SD N     -   421,613.28  2,272,501.78   sFT  0.99993980   +0 49 53.7
 PS0655;UTM  14      - 4,981,158.809   513,794.104   MT  0.99960234   +0 07 25.3
 PS0655
 PS0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PS0655!SPC SD N     -   0.99993694  x   0.99993980  =   0.99987675
 PS0655!UTM  14      -   0.99993694  x   0.99960234  =   0.99953931
 PS0655
 PS0655:                Primary Azimuth Mark                     Grid Az
 PS0655:SPC SD N     -  ROCKHAM MUNICIPAL TANK                   178 19 51.1
 PS0655:UTM  14      -  ROCKHAM MUNICIPAL TANK                   179 02 19.5
 PS0655
 PS0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ1379481158(NAD 83)
 PS0655
 PS0655|---------------------------------------------------------------------|
 PS0655| PID    Reference Object                     Distance      Geod. Az  |
 PS0655|                                                           dddmmss.s |
 PS0655| CO7248 ZELL RM 1                            30.066 METERS 07746     |
 PS0655| PS0629 REDFIELD MUNICIPAL TANK             APPROX.26.6 KM 1162301.9 |
 PS0655| PS0640 ZELL CATHOLIC CHURCH SPIRE          APPROX.12.3 KM 1414158.4 |
 PS0655| PS0639 ZELL CATHOLIC SCHOOL SPIRE          APPROX.12.4 KM 1421849.1 |
 PS0655| CO7247 ZELL AZ MK                                         1785405.9 |
 PS0655| PS0656 ROCKHAM MUNICIPAL TANK              APPROX. 8.8 KM 1790944.8 |
 PS0655| PS0660 CARLETON METH EPIS CH SPIRE         APPROX.21.8 KM 1952319.1 |
 PS0655| QR0674 FAULKTON MUNICIPAL TANK             APPROX.24.3 KM 2841603.5 |
 PS0655| CO7249 ZELL RM 2                            31.724 METERS 32328     |
 PS0655| QR0606 CRESBARD METHODIST CH SPIRE         APPROX.22.9 KM 3351155.7 |
 PS0655|---------------------------------------------------------------------|
 PS0655
 PS0655                          SUPERSEDED SURVEY CONTROL
 PS0655
 PS0655  NAD 83(1986)-  44 59 01.46026(N)    098 49 30.11651(W) AD(       ) 1
 PS0655  NAD 27      -  44 59 01.55300(N)    098 49 28.74600(W) AD(       ) 1
 PS0655
 PS0655.Superseded values are not recommended for survey control.
 PS0655
 PS0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0655.See file dsdata.pdf to determine how the superseded data were derived.
 PS0655
 PS0655_MARKER: DS = TRIANGULATION STATION DISK
 PS0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PS0655_STAMPING: ZELL 1934
 PS0655_MARK LOGO: CGS
 PS0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PS0655+STABILITY: SURFACE MOTION
 PS0655
 PS0655  HISTORY     - Date     Condition        Report By
 PS0655  HISTORY     - 1934     MONUMENTED       CGS
 PS0655  HISTORY     - 1935     GOOD             CGS
 PS0655
 PS0655                          STATION DESCRIPTION
 PS0655
 PS0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0655'STATION IS LOCATED IN THE NE 1/4 OF SEC. 6, T 117 N, R 66 W,
 PS0655'0.35 MILE W OF THE NE CORNER.
 PS0655'
 PS0655'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PS0655'BRONZE DISKS SET IN CONCRETE.
 PS0655'
 PS0655'REACHED FROM THE RAILROAD STATION IN ROCKHAM BY GOING N ON
 PS0655'GRAVELED ROAD 0.4 MILE AND TURN LEFT, W, ON GRAVELED ROAD.
 PS0655'GO W 0.65 MILE AND TURN N ON GRAVELED ROAD AT CEMETERY AND GO
 PS0655'5 MILES TURN E ON VERY DIM SECTION ROAD AND GO 0.65 MILE TO
 PS0655'TOP OF GRADE AND STATION.  MARK IS SET 22 FEET S OF S
 PS0655'RIGHT-OF-WAY FENCE.
 PS0655'
 PS0655'REFERENCE MARK NO. 1 IS SET IN S RIGHT-OF-WAY FENCE, S OF
 PS0655'RIGHT-OF-WAY CENTER LINE 31 FEET.  REFERENCE MARK NO. 2 IS
 PS0655'SET IN N RIGHT-OF-WAY FENCE, N OF RIGHT-OF-WAY CENTER LINE 31
 PS0655'FEET, 53 FEET W OF FENCE CORNER.
 PS0655'
 PS0655'AZIMUTH MARK IS A LA PLACE STATION, LOCATED 5.0 MILES S OF
 PS0655'STATION.  REACHED FROM STATION BY GOING W ON ROAD LEADING
 PS0655'TO STATION 0.65 MILE, THENCE S 5.0 MILES, THEN E AT CEMETERY
 PS0655'0.9 MILE TO MARK ON N SIDE OF ROAD.  SET IN E-W FENCE LINE
 PS0655'33 FEET N OF CENTER LINE OF ROAD.  REACHED FROM ROCKHAM RAILROAD
 PS0655'STATION BY GOING N ON GRAVEL ROAD 0.4 MILE, THEN E 0.25 MILE
 PS0655'TO MARK.
 PS0655'
 PS0655'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 PS0655
 PS0655                          STATION RECOVERY (1935)
 PS0655
 PS0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0655'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 PS0655'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 PS0655'NO. 2 WAS FOUND TO BE 104.08 FEET INSTEAD OF 104.29 FEET AS
 PS0655'IN THE ORIGINAL DESCRIPTION.
 PS0655'
 PS0655'THIS STATION IS LOCATED IN THE NE 1/4 OF SEC. 6, T 117 N,
 PS0655'R 66 W, 0.35 MILE W OF THE NE CORNER, 22 FEET S OF THE RIGHT-OF-WAY
 PS0655'FENCE, 55 FEET S OF THE CENTER LINE OF THE ROAD,
 PS0655'AND PROJECTS 8 INCHES, ON PROPERTY OWNED
 PS0655'BY MR. TOM HOGEBOOM.
 PS0655'
 PS0655'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF THE
 PS0655'RIGHT-OF-WAY FENCE, 31 FEET S OF THE CENTER LINE OF THE ROAD,
 PS0655'IS SET ACCORDING TO NOTE 11B AND PROJECTS 6 INCHES.  REFERENCE
 PS0655'MARK NO. 2 IS NW OF THE STATION, 1 FOOT S OF THE RIGHT-OF-WAY
 PS0655'FENCE, 31 FEET N OF THE CENTER LINE OF THE ROAD AND PROJECTS 2 INCHES.
 PS0655'
 PS0655'THE AZIMUTH MARK IS A LA PLACE STATION, LOCATED 5.0 MILES S
 PS0655'OF THE STATION.  IT IS REACHED FROM THE STATION BY GOING W ON
 PS0655'THE ROAD LEADING TO THE STATION FOR 0.65 MILE, THENCE S 5.0 MILES,
 PS0655'THENCE E AT A CEMETERY FOR 0.9 MILE TO MARK ON THE N SIDE OF
 PS0655'THE ROAD.  SET IN THE RIGHT-OF-WAY FENCE, 33 FEET N OF THE
 PS0655'CENTER LINE OF THE ROAD.  THE DIRECTION TO THE AZIMUTH MARK
 PS0655'WAS NOT OBSERVED IN 1935.
 PS0655'
 PS0655'TO REACH THE STATION FROM ROCKHAM, GO N FROM THE RAILROAD
 PS0655'STATION ON A GRAVEL ROAD FOR 0.4 MILE AND TURN LEFT, W, ON
 PS0655'A GRAVEL ROAD, GO W 0.65 MILE AND TURN RIGHT, N, AT CEMETERY,
 PS0655'GO N 5.0 MILES TO A VERY DIM, UNIMPROVED CROSS ROAD, TURN RIGHT,
 PS0655'E, AND GO 0.65 MILE TO TOP OF GRADE AND STATION ON THE RIGHT.
 PS0655'
 PS0655'LIGHTS 60 FEET ABOVE LINN-1934, 74 FEET ABOVE ARCADE, 60 FEET
 PS0655'ABOVE LAFOON, AND 60 FEET ABOVE GROVE-1934 ARE VISIBLE FROM
 PS0655'THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0640 ***********************************************************************
 PS0640  DESIGNATION -  ZELL CATHOLIC CHURCH SPIRE
 PS0640  PID         -  PS0640
 PS0640  STATE/COUNTY-  SD/HAND
 PS0640  COUNTRY     -  US
 PS0640  USGS QUAD   -  ZELL (2017)
 PS0640
 PS0640                         *CURRENT SURVEY CONTROL
 PS0640  ______________________________________________________________________
 PS0640* NAD 83(1996) POSITION- 44 53 48.16879(N) 098 43 42.16960(W)   ADJUSTED
 PS0640  ______________________________________________________________________
 PS0640  GEOID HEIGHT    -        -24.233 (meters)                     GEOID18
 PS0640  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 PS0640  HORZ ORDER      -  THIRD
 PS0640
 PS0640.The horizontal coordinates were established by classical geodetic methods
 PS0640.and adjusted by the National Geodetic Survey in January 1998.
 PS0640
 PS0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0640.GEOID18 height accuracy estimate available here.
 PS0640
 PS0640.Click photographs - Photos may exist for this station.
 PS0640
 PS0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0640
 PS0640. The following values were computed from the NAD 83(1996) position.
 PS0640
 PS0640;                    North         East     Units Scale Factor Converg.
 PS0640;SPC SD N     -   118,953.823   700,433.267   MT  0.99994273   +0 53 59.9
 PS0640;SPC SD N     -   390,267.67  2,298,004.81   sFT  0.99994273   +0 53 59.9
 PS0640;UTM  14      - 4,971,512.570   521,446.203   MT  0.99960566   +0 11 30.2
 PS0640
 PS0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2144671512(NAD 83)
 PS0640
 PS0640                          SUPERSEDED SURVEY CONTROL
 PS0640
 PS0640  NAD 83(1986)-  44 53 48.16984(N)    098 43 42.17082(W) AD(       ) 3
 PS0640  NAD 27      -  44 53 48.25700(N)    098 43 40.80800(W) AD(       ) 3
 PS0640
 PS0640.Superseded values are not recommended for survey control.
 PS0640
 PS0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0640.See file dsdata.pdf to determine how the superseded data were derived.
 PS0640
 PS0640_MARKER: 91 = CHURCH CROSS
 PS0640
 PS0640  HISTORY     - Date     Condition        Report By
 PS0640  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0640  HISTORY     - 1935     GOOD             CGS
 PS0640
 PS0640                          STATION DESCRIPTION
 PS0640
 PS0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0640'POINT OBSERVED UPON IS THE TIP OF SPIRE OF THE CATHOLIC CHURCH
 PS0640'IN ZELL.  THE CHURCH WAS ERECTED IN 1904 AND IS ABOUT 50
 PS0640'FEET HIGH.  IT IS LOCATED IN THE SOUTHEASTERN PART OF TOWN.
 PS0640'
 PS0640'THIS STATION WAS OBSERVED FROM BALD, GROVE, ZELL, LINN, AND
 PS0640'WESLEY.
 PS0640
 PS0640                          STATION RECOVERY (1935)
 PS0640
 PS0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0640'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF ST. MARYS
 PS0640'CATHOLIC CHURCH IN ZELL.
 PS0640'
 PS0640'THE CHURCH IS A WHITE WOODEN BUILDING WITH A SQUARE WHITE
 PS0640'WOODEN TOWER AT THE NW CORNER WITH AN ENTRANCE ON THE W SIDE.
 PS0640'THE UPPER PART OF THE TOWER IS A BELFRY WITH THREE TALL
 PS0640'LOUVERED WINDOWS ON EACH SIDE.  THE TOWER IS SURMOUNTED BY
 PS0640'AN OCTAGONAL SHINGLE SPIRE WITH RED SHEET METAL CORNERS.  THE
 PS0640'BASE OF THE SPIRE IS SQUARE WITH A TRIANGULAR DORMER ON EACH
 PS0640'SIDE.  THE SPIRE HAS A GOLD CROSS AT THE TIP.  IT IS ABOUT
 PS0640'70 FEET HIGH AND IS VERY PROMINENT.  THE BUILDING WAS ERECTED
 PS0640'IN 1904.
 PS0640'
 PS0640'THE CHURCH IS IN THE SOUTHEASTERN PART OF ZELL, ON THE S
 PS0640'SIDE OF U.S. HIGHWAY 212, AND ABOUT 0.6 MILE W OF THE HAND-SPINK
 PS0640'COUNTY LINE, ABOUT 400 FEET N OF THE CROSS ON THE ST. MARYS
 PS0640'CATHOLIC SCHOOL.  THE CENTER LINE OF U.S. HIGHWAY 212 IS THE
 PS0640'HAND-FAULK COUNTY LINE.
 PS0640'
 PS0640'THE STATION WAS OBSERVED FROM BALD, GROVE, ZELL, LINN, AND
 PS0640'WESLEY IN 1934 AND FROM GROVE, LINN, AND ZELL IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PS0639 ***********************************************************************
 PS0639  DESIGNATION -  ZELL CATHOLIC SCHOOL SPIRE
 PS0639  PID         -  PS0639
 PS0639  STATE/COUNTY-  SD/HAND
 PS0639  COUNTRY     -  US
 PS0639  USGS QUAD   -  ZELL (2017)
 PS0639
 PS0639                         *CURRENT SURVEY CONTROL
 PS0639  ______________________________________________________________________
 PS0639* NAD 83(1996) POSITION- 44 53 42.95911(N) 098 43 44.11720(W)   ADJUSTED
 PS0639  ______________________________________________________________________
 PS0639  GEOID HEIGHT    -        -24.234 (meters)                     GEOID18
 PS0639  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 PS0639  HORZ ORDER      -  THIRD
 PS0639
 PS0639.The horizontal coordinates were established by classical geodetic methods
 PS0639.and adjusted by the National Geodetic Survey in January 1998.
 PS0639
 PS0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 PS0639.GEOID18 height accuracy estimate available here.
 PS0639
 PS0639.Click photographs - Photos may exist for this station.
 PS0639
 PS0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 PS0639
 PS0639. The following values were computed from the NAD 83(1996) position.
 PS0639
 PS0639;                    North         East     Units Scale Factor Converg.
 PS0639;SPC SD N     -   118,792.361   700,393.067   MT  0.99994280   +0 53 58.5
 PS0639;SPC SD N     -   389,737.94  2,297,872.92   sFT  0.99994280   +0 53 58.5
 PS0639;UTM  14      - 4,971,351.672   521,404.024   MT  0.99960563   +0 11 28.8
 PS0639
 PS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNQ2140471351(NAD 83)
 PS0639
 PS0639                          SUPERSEDED SURVEY CONTROL
 PS0639
 PS0639  NAD 83(1986)-  44 53 42.96032(N)    098 43 44.11835(W) AD(       ) 3
 PS0639  NAD 27      -  44 53 43.04800(N)    098 43 42.75700(W) AD(       ) 3
 PS0639
 PS0639.Superseded values are not recommended for survey control.
 PS0639
 PS0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PS0639.See file dsdata.pdf to determine how the superseded data were derived.
 PS0639
 PS0639_MARKER: 91 = CHURCH CROSS
 PS0639
 PS0639  HISTORY     - Date     Condition        Report By
 PS0639  HISTORY     - 1934     FIRST OBSERVED   CGS
 PS0639  HISTORY     - 1935     GOOD             CGS
 PS0639
 PS0639                          STATION DESCRIPTION
 PS0639
 PS0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 PS0639'POINT OBSERVED UPON IS THE TIP OF THE SPIRE ON THE CATHOLIC
 PS0639'SCHOOL, IN THE WESTERN PART OF TOWN.  TIP OF SPIRE IS APPROXIMATELY
 PS0639'50 FEET HIGH.
 PS0639'
 PS0639'STATION WAS OBSERVED UPON FROM BALD, GROVE, AND REDFIELD.
 PS0639
 PS0639                          STATION RECOVERY (1935)
 PS0639
 PS0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 PS0639'THIS STATION IS THE BASE OF THE CROSS ON THE CUPOLA ON THE
 PS0639'ST. MARYS CATHOLIC SCHOOL IN ZELL.  THE SCHOOL IS A WHITE
 PS0639'WOODEN BUILDING WITH A LONG RIDGE ROOF EXTENDING N-S.  THERE
 PS0639'IS A SQUARE WHITE CUPOLA AT THE S END OF THE RIDGE OF THE
 PS0639'ROOF.  THE CUPOLA HAS LOUVERED SIDES AND A SQUARE PYRAMIDAL
 PS0639'ROOF WITH A CROSS AT THE TIP.  THE FACES OF THE TOP ARE SLIGHTLY
 PS0639'CURVED.  THE CUPOLA IS ABOUT 50 FEET HIGH AND IS QUITE
 PS0639'PROMINENT.  THIS STATION IS ABOUT 400 FEET N OF THE SPIRE ON THE
 PS0639'ST.  MARYS CATHOLIC CHURCH.
 PS0639'
 PS0639'THE SCHOOL IS IN THE SOUTHEASTERN PART OF ZELL, ABOUT 500
 PS0639'FEET S OF THE CENTER LINE OF U.S. HIGHWAY 212 (HAND-FAULK COUNTY
 PS0639'LINE), AND ABOUT 0.6 MILE W OF THE HAND-SPINK COUNTY LINE.
 PS0639'
 PS0639'THE STATION WAS OBSERVED FROM BALD, GROVE, AND REDFIELD IN
 PS0639'1934 AND FROM GROVE, ZELL, AND LINN IN 1935.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QT0441 ***********************************************************************
 QT0441  DESIGNATION -  ZEONA
 QT0441  PID         -  QT0441
 QT0441  STATE/COUNTY-  SD/PERKINS
 QT0441  COUNTRY     -  US
 QT0441  USGS QUAD   -  ZEONA (2017)
 QT0441
 QT0441                         *CURRENT SURVEY CONTROL
 QT0441  ______________________________________________________________________
 QT0441* NAD 83(1996) POSITION- 45 10 11.73005(N) 102 56 19.03520(W)   ADJUSTED
 QT0441* NAVD 88 ORTHO HEIGHT -   831.    (meters)     2726.    (feet) SCALED
 QT0441  ______________________________________________________________________
 QT0441  GEOID HEIGHT    -        -17.323 (meters)                     GEOID18
 QT0441  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 QT0441  HORZ ORDER      -  THIRD
 QT0441
 QT0441.The horizontal coordinates were established by classical geodetic methods
 QT0441.and adjusted by the National Geodetic Survey in January 1998.
 QT0441
 QT0441.The orthometric height was scaled from a topographic map.
 QT0441
 QT0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 QT0441.GEOID18 height accuracy estimate available here.
 QT0441
 QT0441.Click photographs - Photos may exist for this station.
 QT0441
 QT0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 QT0441
 QT0441. The following values were computed from the NAD 83(1996) position.
 QT0441
 QT0441;                    North         East     Units Scale Factor Converg.
 QT0441;SPC SD N     -   152,717.954   369,049.224   MT  0.99994125   -2 04 47.2
 QT0441;SPC SD N     -   501,042.15  1,210,789.00   sFT  0.99994125   -2 04 47.2
 QT0441;UTM  13      - 5,003,894.237   661,987.109   MT  0.99992265   +1 27 44.1
 QT0441
 QT0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0441!SPC SD N     -   0.99987237  x   0.99994125  =   0.99981363
 QT0441!UTM  13      -   0.99987237  x   0.99992265  =   0.99979503
 QT0441
 QT0441:                Primary Azimuth Mark                     Grid Az
 QT0441:SPC SD N     -  ZEONA AZ MK                              048 19 43.5
 QT0441:UTM  13      -  ZEONA AZ MK                              044 47 12.2
 QT0441
 QT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL6198703894(NAD 83)
 QT0441
 QT0441|---------------------------------------------------------------------|
 QT0441| PID    Reference Object                     Distance      Geod. Az  |
 QT0441|                                                           dddmmss.s |
 QT0441| CQ9082 ZEONA AZ MK                                        0461456.3 |
 QT0441| CQ9083 ZEONA RM 1                           11.799 METERS 05550     |
 QT0441| CQ9084 ZEONA RM 2                           12.247 METERS 14033     |
 QT0441|---------------------------------------------------------------------|
 QT0441
 QT0441                          SUPERSEDED SURVEY CONTROL
 QT0441
 QT0441  NAD 83(1993)-  45 10 11.72174(N)    102 56 19.03330(W) AD(       ) 3
 QT0441  NAD 83(1986)-  45 10 11.72028(N)    102 56 19.03256(W) AD(       ) 3
 QT0441  NAD 27      -  45 10 11.75900(N)    102 56 17.42500(W) AD(       ) 3
 QT0441
 QT0441.Superseded values are not recommended for survey control.
 QT0441
 QT0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0441.See file dsdata.pdf to determine how the superseded data were derived.
 QT0441
 QT0441_MARKER: DS = TRIANGULATION STATION DISK
 QT0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0441_STAMPING: ZEONA 1952
 QT0441_MARK LOGO: CGS
 QT0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0441+STABILITY: SURFACE MOTION
 QT0441
 QT0441  HISTORY     - Date     Condition        Report By
 QT0441  HISTORY     - 1952     MONUMENTED       CGS
 QT0441
 QT0441                          STATION DESCRIPTION
 QT0441
 QT0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0441'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF
 QT0441'ZEONA, IN THE SOUTHWEST 1/4 OF SECTION 17, T 14 N, R 10 E,
 QT0441'ABOUT 0.05 MILE NORTHEAST OF A POINT WHERE THE ROAD BEARS
 QT0441'TO THE WEST, 29 FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD,
 QT0441'AND 10 FEET NORTHEAST OF A 4 IN X 4 IN WITNESS POST.
 QT0441'
 QT0441'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF ZEONA,
 QT0441'GO SOUTHERLY ON A GRADED DIRT ROAD FOR 1.0 MILE TO A BRIDGE.
 QT0441'CONTINUE FOR 0.05 MILE.  THEN RIGHT, SOUTHWESTERLY ON A DIRT
 QT0441'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QT0441'FOR 0.65 MILE TO THE STATION ON THE LEFT.
 QT0441'
 QT0441'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0441'ZEONA 1952.
 QT0441'
 QT0441'REFERENCE MARK NO. 1 IS 29 FEET SOUTHEAST OF THE CENTER OF
 QT0441'THE DIRT ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 QT0441'ZEONA NO 1 1952.
 QT0441'
 QT0441'REFERENCE MARK NO. 2 IS 69 FEET SOUTHEAST OF THE CENTER OF
 QT0441'THE DIRT ROAD, AND 44 FEET SOUTHEAST OF THE WITNESS POST.
 QT0441'IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED ZEONA NO 2 1952.
 QT0441'
 QT0441'THE AZIMUTH MARK IS 52 FEET NORTHWEST OF THE CENTER OF THE
 QT0441'DIRT ROAD, 5 FEET SOUTHWEST OF A 4 IN X 4 IN WITNESS POST,
 QT0441'AND 2 FEET SOUTHEAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 QT0441'AND THE DISK IS STAMPED ZEONA 1952.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 QS0513 ***********************************************************************
 QS0513  DESIGNATION -  ZIEBACH
 QS0513  PID         -  QS0513
 QS0513  STATE/COUNTY-  SD/ZIEBACH
 QS0513  COUNTRY     -  US
 QS0513  USGS QUAD   -  DUPREE (2017)
 QS0513
 QS0513                         *CURRENT SURVEY CONTROL
 QS0513  ______________________________________________________________________
 QS0513* NAD 83(1986) POSITION- 45 02 49.5    (N) 101 36 09.0    (W)   HD_HELD2
 QS0513* NAVD 88 ORTHO HEIGHT -   727.322 (meters)     2386.22  (feet) ADJUSTED
 QS0513  ______________________________________________________________________
 QS0513  GEOID HEIGHT    -        -20.536 (meters)                     GEOID18
 QS0513  DYNAMIC HEIGHT  -        727.178 (meters)     2385.75  (feet) COMP
 QS0513  MODELED GRAVITY -    980,394.3   (mgal)                       NAVD 88
 QS0513
 QS0513  VERT ORDER      -  FIRST     CLASS II
 QS0513
 QS0513.The horizontal coordinates were established by autonomous hand held GPS
 QS0513.observations and have an estimated accuracy of +/- 10 meters.
 QS0513
 QS0513.The orthometric height was determined by differential leveling and
 QS0513.adjusted by the NATIONAL GEODETIC SURVEY
 QS0513.in June 1991.
 QS0513
 QS0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 QS0513.GEOID18 height accuracy estimate available here.
 QS0513
 QS0513.Click photographs - Photos may exist for this station.
 QS0513
 QS0513.The dynamic height is computed by dividing the NAVD 88
 QS0513.geopotential number by the normal gravity value computed on the
 QS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0513.degrees latitude (g = 980.6199 gals.).
 QS0513
 QS0513.The modeled gravity was interpolated from observed gravity values.
 QS0513
 QS0513;                    North         East    Units  Estimated Accuracy
 QS0513;SPC SD N     -   136,124.      473,767.      MT  (+/- 10 meters HH2 GPS)
 QS0513
 QS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ9505191475(NAD 83)
 QS0513
 QS0513                          SUPERSEDED SURVEY CONTROL
 QS0513
 QS0513  NGVD 29 (??/??/92)  726.872  (m)         2384.75   (f) ADJ UNCH    1 2
 QS0513
 QS0513.Superseded values are not recommended for survey control.
 QS0513
 QS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0513.See file dsdata.pdf to determine how the superseded data were derived.
 QS0513
 QS0513_MARKER: DB = BENCH MARK DISK
 QS0513_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QS0513_SP_SET: BUILDING
 QS0513_STAMPING: ZIEBACH 1933
 QS0513_MARK LOGO: CGS
 QS0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 QS0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QS0513+STABILITY: POSITION/ELEVATION WELL
 QS0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QS0513+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 QS0513
 QS0513  HISTORY     - Date     Condition        Report By
 QS0513  HISTORY     - 1933     MONUMENTED       CGS
 QS0513  HISTORY     - 1934     GOOD             CGS
 QS0513  HISTORY     - 1985     GOOD             NGS
 QS0513  HISTORY     - 19960425 GOOD             NGS
 QS0513  HISTORY     - 20120718 GOOD             INDIV
 QS0513
 QS0513                          STATION DESCRIPTION
 QS0513
 QS0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QS0513'AT DUPREE.
 QS0513'AT DUPREE, ZIEBACH COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 QS0513'WEST WALL OF THE BUILDING, 8 FEET SOUTH OF THE ENTRANCE, AND
 QS0513'IN THE FACING STONE.  A STANDARD DISK, STAMPED ZIEBACH 1933 AND
 QS0513'SET VERTICALLY.
 QS0513
 QS0513                          STATION RECOVERY (1934)
 QS0513
 QS0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QS0513'RECOVERED IN GOOD CONDITION.
 QS0513
 QS0513                          STATION RECOVERY (1985)
 QS0513
 QS0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QS0513'RECOVERED IN GOOD CONDITION.
 QS0513
 QS0513                          STATION RECOVERY (1996)
 QS0513
 QS0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QS0513'IN DUPREE, SET VERTICALLY IN THE WEST FACE OF THE OF THE COURTHOUSE,
 QS0513'51.7 M (169.6 FT) EAST OF THE CENTERLINE OF MAIN STREET, 11.0 M (36.1
 QS0513'FT) NORTH OF THE SOUTHWEST CORNER OF THE COURTHOUSE, 1.9 M (6.2 FT)
 QS0513'SOUTH OF THE CENTER OF THE WEST ENTRANCE, 0.5 M (1.6 FT) ABOVE THE
 QS0513'LEVEL OF THE STREET, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 QS0513
 QS0513                          STATION RECOVERY (2012)
 QS0513
 QS0513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JRP)
 QS0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PT1200 ***********************************************************************
 PT1200  DESIGNATION -  ZIEBACH
 PT1200  PID         -  PT1200
 PT1200  STATE/COUNTY-  SD/ZIEBACH
 PT1200  COUNTRY     -  US
 PT1200  USGS QUAD   -  CHASING HAWK DRAW (2017)
 PT1200
 PT1200                         *CURRENT SURVEY CONTROL
 PT1200  ______________________________________________________________________
 PT1200* NAD 83(1996) POSITION- 44 50 04.01209(N) 101 57 56.71200(W)   ADJUSTED
 PT1200* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 PT1200  ______________________________________________________________________
 PT1200  GEOID HEIGHT    -        -19.923 (meters)                     GEOID18
 PT1200  LAPLACE CORR    -         -7.37  (seconds)                    DEFLEC18
 PT1200  HORZ ORDER      -  FIRST
 PT1200
 PT1200.The horizontal coordinates were established by classical geodetic methods
 PT1200.and adjusted by the National Geodetic Survey in January 1998.
 PT1200
 PT1200.The orthometric height was scaled from a topographic map.
 PT1200
 PT1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 PT1200.GEOID18 height accuracy estimate available here.
 PT1200
 PT1200.Click photographs - Photos may exist for this station.
 PT1200
 PT1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 PT1200
 PT1200. The following values were computed from the NAD 83(1996) position.
 PT1200
 PT1200;                    North         East     Units Scale Factor Converg.
 PT1200;SPC SD N     -   113,132.842   444,584.515   MT  0.99994623   -1 23 28.5
 PT1200;SPC SD N     -   371,170.00  1,458,607.70   sFT  0.99994623   -1 23 28.5
 PT1200;UTM  14      - 4,968,839.471   265,580.388   MT  1.00027579   -2 05 31.1
 PT1200;UTM  13      - 4,969,039.519   739,833.508   MT  1.00030737   +2 08 25.2
 PT1200
 PT1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PT1200!SPC SD N     -   0.99988830  x   0.99994623  =   0.99983453
 PT1200!UTM  14      -   0.99988830  x   1.00027579  =   1.00016405
 PT1200!UTM  13      -   0.99988830  x   1.00030737  =   1.00019563
 PT1200
 PT1200:                Primary Azimuth Mark                     Grid Az
 PT1200:SPC SD N     -  ZIEBACK AZ MK                            272 37 02.2
 PT1200:UTM  14      -  ZIEBACK AZ MK                            273 19 04.8
 PT1200:UTM  13      -  ZIEBACK AZ MK                            269 05 08.5
 PT1200
 PT1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKQ6558068839(NAD 83)
 PT1200
 PT1200|---------------------------------------------------------------------|
 PT1200| PID    Reference Object                     Distance      Geod. Az  |
 PT1200|                                                           dddmmss.s |
 PT1200| CQ4469 ZIEBACK RM 1                         14.262 METERS 18711     |
 PT1200| CQ4468 ZIEBACK AZ MK                                      2711333.7 |
 PT1200| CQ4470 ZIEBACK RM 2                         15.371 METERS 29326     |
 PT1200|---------------------------------------------------------------------|
 PT1200
 PT1200                          SUPERSEDED SURVEY CONTROL
 PT1200
 PT1200  NAD 83(1986)-  44 50 04.00377(N)    101 57 56.71188(W) AD(       ) 1
 PT1200  NAD 27      -  44 50 04.04500(N)    101 57 55.13800(W) AD(       ) 1
 PT1200
 PT1200.Superseded values are not recommended for survey control.
 PT1200
 PT1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PT1200.See file dsdata.pdf to determine how the superseded data were derived.
 PT1200
 PT1200_MARKER: DS = TRIANGULATION STATION DISK
 PT1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PT1200_STAMPING: ZIEBACH 1950
 PT1200_MARK LOGO: CGS
 PT1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PT1200+STABILITY: SURFACE MOTION
 PT1200
 PT1200  HISTORY     - Date     Condition        Report By
 PT1200  HISTORY     - 1950     MONUMENTED       CGS
 PT1200
 PT1200                          STATION DESCRIPTION
 PT1200
 PT1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 PT1200'STATION IS 13 MILES SOUTH AND 4 MILES EAST OF FAITH, ON THE
 PT1200'CHEYENNE RIVER INDIAN RESERVATION.  IT IS 200 FEET NORTH OF
 PT1200'THE CENTER OF A TRACK ROAD, 21 FEET SOUTH OF A FENCE, AND 7
 PT1200'FEET NORTH OF A WITNESS POST.
 PT1200'
 PT1200'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 212
 PT1200'AND STATE HIGHWAY 73.  GO SOUTH ON HIGHWAY 73 FOR 13.5 MILES
 PT1200'TO A GRAVEL T-ROAD LEFT, AT A SIGN RED SCAFFOLD 10.  TURN LEFT
 PT1200'AND GO EAST FOR 2.25 MILES TO A CATTLE GUARD AT THE END OF THE
 PT1200'GRAVEL ROAD.  CONTINUE EAST ON A TRACK ROAD 0.8 MILE TO THE
 PT1200'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST 0.8 MILE TO THE STATION
 PT1200'ON THE LEFT.
 PT1200'
 PT1200'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ZIEBACH
 PT1200'1950.
 PT1200'
 PT1200'REFERENCE MARK NO. 1 IS 68 FEET SOUTH OF THE FENCE AND 51 FEET
 PT1200'SOUTH OF THE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 PT1200'THE DISK IS STAMPED ZIEBACH NO 1 19N0.
 PT1200'
 PT1200'REFERENCE MARK NO. 2 IS 44 FEET NORTHWEST OF THE WITNESS POST
 PT1200'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES
 PT1200'AND THE DISK IS STAMPED ZIEBACH NO 2 1950.
 PT1200'
 PT1200'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF THE TRACK
 PT1200'ROAD, 32 FEET EAST OF A CATTLE GUARD, 4 FEET EAST OF A WITNESS
 PT1200'POST, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 5
 PT1200'INCHES AND THE DISK IS STAMPED ZIEBACH 1950.
 PT1200'
 PT1200'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 PT1200'CONCRETE CYLINDERS.
 PT1200'
 PT1200'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 21, 2026 04:16:37 EST
 PU2232 ***********************************************************************
 PU2232  DESIGNATION -  ZIPPER
 PU2232  PID         -  PU2232
 PU2232  STATE/COUNTY-  SD/MEADE
 PU2232  COUNTRY     -  US
 PU2232  USGS QUAD   -  REDOWL (2017)
 PU2232
 PU2232                         *CURRENT SURVEY CONTROL
 PU2232  ______________________________________________________________________
 PU2232* NAD 83(1996) POSITION- 44 38 52.08102(N) 102 37 04.58811(W)   ADJUSTED
 PU2232* NAVD 88 ORTHO HEIGHT -   949.    (meters)     3114.    (feet) SCALED
 PU2232  ______________________________________________________________________
 PU2232  GEOID HEIGHT    -        -18.197 (meters)                     GEOID18
 PU2232  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC18
 PU2232  HORZ ORDER      -  SECOND
 PU2232
 PU2232.The horizontal coordinates were established by classical geodetic methods
 PU2232.and adjusted by the National Geodetic Survey in January 1998.
 PU2232
 PU2232.The orthometric height was scaled from a topographic map.
 PU2232
 PU2232.Significant digits in the geoid height do not necessarily reflect accuracy.
 PU2232.GEOID18 height accuracy estimate available here.
 PU2232
 PU2232.Click photographs - Photos may exist for this station.
 PU2232
 PU2232.The Laplace correction was computed from DEFLEC18 derived deflections.
 PU2232
 PU2232. The following values were computed from the NAD 83(1996) position.
 PU2232
 PU2232;                    North         East     Units Scale Factor Converg.
 PU2232;SPC SD N     -    93,862.789   392,366.691   MT  0.99996375   -1 51 10.1
 PU2232;SPC SD N     -   307,948.17  1,287,289.72   sFT  0.99996375   -1 51 10.1
 PU2232;UTM  13      - 4,946,586.849   688,890.033   MT  1.00003878   +1 40 28.1
 PU2232
 PU2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PU2232!SPC SD N     -   0.99985400  x   0.99996375  =   0.99981776
 PU2232!UTM  13      -   0.99985400  x   1.00003878  =   0.99989278
 PU2232
 PU2232:                Primary Azimuth Mark                     Grid Az
 PU2232:SPC SD N     -  ZIPPER AZ MK                             209 17 31.3
 PU2232:UTM  13      -  ZIPPER AZ MK                             205 45 53.1
 PU2232
 PU2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFK8889046586(NAD 83)
 PU2232
 PU2232|---------------------------------------------------------------------|
 PU2232| PID    Reference Object                     Distance      Geod. Az  |
 PU2232|                                                           dddmmss.s |
 PU2232| CQ4471 ZIPPER AZ MK                                       2072621.2 |
 PU2232| CQ4473 ZIPPER RM 2                          11.773 METERS 25532     |
 PU2232| CQ4472 ZIPPER RM 1                          15.738 METERS 35224     |
 PU2232|---------------------------------------------------------------------|
 PU2232
 PU2232                          SUPERSEDED SURVEY CONTROL
 PU2232
 PU2232  NAD 83(1993)-  44 38 52.07317(N)    102 37 04.58801(W) AD(       ) 2
 PU2232  NAD 83(1986)-  44 38 52.07279(N)    102 37 04.58757(W) AD(       ) 2
 PU2232  NAD 27      -  44 38 52.11590(N)    102 37 02.98110(W) AD(       ) 2
 PU2232
 PU2232.Superseded values are not recommended for survey control.
 PU2232
 PU2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PU2232.See file dsdata.pdf to determine how the superseded data were derived.
 PU2232
 PU2232_MARKER: DS = TRIANGULATION STATION DISK
 PU2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PU2232_STAMPING: ZIPPER 1962
 PU2232_MARK LOGO: CGS
 PU2232_PROJECTION: FLUSH
 PU2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PU2232+STABILITY: SURFACE MOTION
 PU2232
 PU2232  HISTORY     - Date     Condition        Report By
 PU2232  HISTORY     - 1962     MONUMENTED       CGS
 PU2232
 PU2232                          STATION DESCRIPTION
 PU2232
 PU2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PU2232'STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHEAST OF UNION
 PU2232'CENTER, 5.5 MILES NORTH-NORTHWEST OF ENNING AND IT IS ON THE
 PU2232'SUMMIT OF A SMALL KNOLL IN ROLLING PASTURE LAND.  LOCATED IN
 PU2232'THE SOUTHWEST 1/4 OF SECTION 13, T 8 N, R 12 E.
 PU2232'
 PU2232'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN UNION
 PU2232'CENTER, GO EAST ON STATE HIGHWAY 34 FOR 0.15 MILES TO A GRAVELED
 PU2232'SIDE ROAD TO THE LEFT, TURN LEFT AND GO NORTH ON A GRAVELED
 PU2232'ROAD FOR 4.15 MILES TO A SIDE ROAD TO THE RIGHT AND A SCHOOL
 PU2232'HOUSE IN THE SOUTHEAST ANGLE, TURN RIGHT AND GO EAST ON A
 PU2232'GRADED ROAD FOR 2.0 MILES TO A SIDE ROAD TO THE LEFT, TURN LEFT
 PU2232'AND GO NORTH ON A GRADED DIRT ROAD FOR 1.4 MILES TO A ROAD
 PU2232'LEFT TO A RANCH HOUSE, CONTINUE NORTH ON UNIMPROVED ROAD FOR
 PU2232'0.15 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 PU2232'BELOW, CONTINUE STRAIGHT AHEAD FOR 0.4 MILES TO A WIRE GATE,
 PU2232'PASS THROUGH WIREGATE AND TURN RIGHT AND GO EAST ACROSS
 PU2232'PASTURE FOR 0.4 MILES TO THE SUMMIT OF A SMALL RANGE OF HILLS
 PU2232'AND STATION AS DESCRIBED BELOW.
 PU2232'
 PU2232'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 PU2232'CYLINDRICAL CONCRETE MONUMENTS.
 PU2232'
 PU2232'STATION MARK IS LOCATED ON THE SOUTHWEST CORNER OF THE HIGHEST
 PU2232'POINT OF THE HILL.  ABOUT 300 FEET WEST OF A FENCELINE.  IT
 PU2232'IS STAMPED--ZIPPER 1962 AND IT IS SET FLUSH WITH THE GROUND.
 PU2232'
 PU2232'R.M. 1 IS STAMPED--ZIPPER NO 1 1962 AND IT IS SET FLUSH WITH
 PU2232'THE GROUND.
 PU2232'
 PU2232'R.M. 2 IS STAMPED--ZIPPER NO 2 1962 AND PROJECTS 3 INCHES.
 PU2232'
 PU2232'AZIMUTH MARK IS 28.8 FEET WEST OF A DIRT TRACK ROAD, 6.8 FEET
 PU2232'SOUTH OF A WIRE-GATE CORNER POST AND 2.4 FEET NORTH-NORTHEAST OF
 PU2232'A METAL WITNESS POST.  IT IS 1 FOOT EAST OF A FENCELINE.  IT IS
 PU2232'STAMPED--ZIPPER 1962 AND PROJECTS 5 INCHES.
 PU2232'
 PU2232'NO SUITABLE OBJECT AVAILABLE FOR A PICTURE POINT.

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